














                                  SURVEY CONTROL DATA
                                
                             STATE=TN
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2800 ***********************************************************************
 FE2800  DESIGNATION -  003
 FE2800  PID         -  FE2800
 FE2800  STATE/COUNTY-  TN/SHELBY
 FE2800  USGS QUAD   -  BRIGHTON (1981)
 FE2800
 FE2800                         *CURRENT SURVEY CONTROL
 FE2800  ___________________________________________________________________
 FE2800* NAD 83(1986)-  35 23 15.     (N)    089 44 38.     (W)     SCALED    
 FE2800* NAVD 88     -       121.473  (meters)     398.53   (feet)  ADJUSTED  
 FE2800  ___________________________________________________________________
 FE2800  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2800  DYNAMIC HT  -         121.366 (meters)     398.18  (feet)  COMP
 FE2800  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FE2800
 FE2800  VERT ORDER  -  FIRST     CLASS II
 FE2800
 FE2800.The horizontal coordinates were scaled from a topographic map and have
 FE2800.an estimated accuracy of +/- 6 seconds.
 FE2800
 FE2800.The orthometric height was determined by differential leveling
 FE2800.and adjusted by the National Geodetic Survey in August 1995..
 FE2800
 FE2800.The geoid height was determined by GEOID03.
 FE2800
 FE2800.The dynamic height is computed by dividing the NAVD 88
 FE2800.geopotential number by the normal gravity value computed on the
 FE2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2800.degrees latitude (g = 980.6199 gals.).
 FE2800
 FE2800.The modeled gravity was interpolated from observed gravity values.
 FE2800
 FE2800;                    North         East    Units  Estimated Accuracy
 FE2800;SPC TN       -   123,470.      259,940.      MT  (+/- 180 meters Scaled)
 FE2800
 FE2800                          SUPERSEDED SURVEY CONTROL
 FE2800
 FE2800.No superseded survey control is available for this station.
 FE2800
 FE2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE507194(NAD 83)
 FE2800_MARKER: DD = SURVEY DISK
 FE2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2800_SP_SET: CONCRETE POST
 FE2800_STAMPING: 003
 FE2800_MARK LOGO: MLGW  
 FE2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2800+STABILITY: SURFACE MOTION
 FE2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2800+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2800
 FE2800  HISTORY     - Date     Condition        Report By
 FE2800  HISTORY     - UNK      MONUMENTED       MLGW
 FE2800  HISTORY     - 19920115 GOOD             NGS
 FE2800  HISTORY     - 20021001 GOOD             USACE
 FE2800
 FE2800                          STATION DESCRIPTION
 FE2800
 FE2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2800'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2800'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2800'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 9.5 KM
 FE2800'(5.90 MI) EASTERLY ALONG MUDVILLE ROAD, THENCE 1.7 KM (1.05 MI)
 FE2800'NORTHEAST ALONG STATE HIGHWAY 14, 139.1 M (456.4 FT) SOUTHWEST OF THE
 FE2800'CENTERLINE OF MULBERRY ROAD, 33.6 M (110.2 FT) NORTHEAST OF THE
 FE2800'NORTHEAST CORNER OF HOUSE NUMBER 9523, 28.4 M (93.2 FT) NORTHWEST OF
 FE2800'THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 FE2800'HIGHWAY, 1.8 M (5.9 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT)
 FE2800'NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 FE2800'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2800
 FE2800                          STATION RECOVERY (2002)
 FE2800
 FE2800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2805 ***********************************************************************
 FE2805  DESIGNATION -  004
 FE2805  PID         -  FE2805
 FE2805  STATE/COUNTY-  TN/SHELBY
 FE2805  USGS QUAD   -  MUNFORD (1983)
 FE2805
 FE2805                         *CURRENT SURVEY CONTROL
 FE2805  ___________________________________________________________________
 FE2805* NAD 83(1995)-  35 23 08.00139(N)    089 47 21.01112(W)     ADJUSTED  
 FE2805* NAVD 88     -       116.432  (meters)     381.99   (feet)  ADJUSTED  
 FE2805  ___________________________________________________________________
 FE2805  X           -      19,155.818 (meters)                     COMP
 FE2805  Y           -  -5,205,811.785 (meters)                     COMP
 FE2805  Z           -   3,672,875.108 (meters)                     COMP
 FE2805  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE2805  ELLIP HEIGHT-          89.20  (meters)          (04/26/01) GPS OBS
 FE2805  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2805  DYNAMIC HT  -         116.330 (meters)     381.66  (feet)  COMP
 FE2805  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FE2805
 FE2805  HORZ ORDER  -  FIRST
 FE2805  VERT ORDER  -  FIRST     CLASS II
 FE2805  ELLP ORDER  -  FOURTH    CLASS I
 FE2805
 FE2805.The horizontal coordinates were established by GPS observations
 FE2805.and adjusted by the National Geodetic Survey in April 2001..
 FE2805
 FE2805.The orthometric height was determined by differential leveling
 FE2805.and adjusted by the National Geodetic Survey in August 1995..
 FE2805
 FE2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2805
 FE2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2805
 FE2805.The ellipsoidal height was determined by GPS observations
 FE2805.and is referenced to NAD 83.
 FE2805
 FE2805.The geoid height was determined by GEOID03.
 FE2805
 FE2805.The dynamic height is computed by dividing the NAVD 88
 FE2805.geopotential number by the normal gravity value computed on the
 FE2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2805.degrees latitude (g = 980.6199 gals.).
 FE2805
 FE2805.The modeled gravity was interpolated from observed gravity values.
 FE2805
 FE2805;                    North         East     Units Scale Factor Converg.
 FE2805;SPC TN       -   123,407.546   255,817.274   MT  0.99997885   -2 13 06.0
 FE2805;SPC TN       -   404,879.59    839,293.84   sFT  0.99997885   -2 13 06.0
 FE2805;UTM  16      - 3,919,373.680   246,650.027   MT  1.00039108   -1 36 57.6
 FE2805
 FE2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2805!SPC TN       -   0.99998600  x   0.99997885  =   0.99996485
 FE2805!UTM  16      -   0.99998600  x   1.00039108  =   1.00037707
 FE2805
 FE2805                          SUPERSEDED SURVEY CONTROL
 FE2805
 FE2805  NAVD 88 (03/28/02)  116.43   (m)          382.0    (f) LEVELING    3  
 FE2805
 FE2805.Superseded values are not recommended for survey control.
 FE2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2805.See file dsdata.txt to determine how the superseded data were derived.
 FE2805
 FE2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4665019374(NAD 83)
 FE2805_MARKER: DD = SURVEY DISK
 FE2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2805_SP_SET: CONCRETE POST
 FE2805_STAMPING: 004
 FE2805_MARK LOGO: MLGW  
 FE2805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2805+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2805
 FE2805  HISTORY     - Date     Condition        Report By
 FE2805  HISTORY     - UNK      MONUMENTED       MLGW
 FE2805  HISTORY     - 19920115 GOOD             NGS
 FE2805  HISTORY     - 19990115 GOOD             TN1620
 FE2805  HISTORY     - 20021001 GOOD             USACE
 FE2805
 FE2805                          STATION DESCRIPTION
 FE2805
 FE2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2805'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2805'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2805'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 6.3 KM
 FE2805'(3.90 MI) EASTERLY ALONG MUDVILLE ROAD, THENCE 0.8 KM (0.50 MI)
 FE2805'NORTHERLY ALONG MILLER ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 FE2805'TRACK ROAD, 36.6 M (120.1 FT) EAST OF A FENCE, 35.6 M (116.8 FT)
 FE2805'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK BUILDING, 24.8 M
 FE2805'(81.4 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A HIGH LINE TOWER, 18.3 M
 FE2805'(60.0 FT) NORTH-NORTHEAST OF A FENCE, 7.8 M (25.6 FT) NORTH-NORTHEAST
 FE2805'OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.7 M (18.7 FT)
 FE2805'SOUTH-SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 FE2805'POST, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.
 FE2805
 FE2805                          STATION RECOVERY (1999)
 FE2805
 FE2805'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2805'RECOVERED AS DESCRIBED.
 FE2805
 FE2805                          STATION RECOVERY (2002)
 FE2805
 FE2805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2799 ***********************************************************************
 FE2799  DESIGNATION -  005
 FE2799  PID         -  FE2799
 FE2799  STATE/COUNTY-  TN/SHELBY
 FE2799  USGS QUAD   -  MUNFORD (1983)
 FE2799
 FE2799                         *CURRENT SURVEY CONTROL
 FE2799  ___________________________________________________________________
 FE2799* NAD 83(1986)-  35 23 06.     (N)    089 49 03.     (W)     SCALED    
 FE2799* NAVD 88     -       115.676  (meters)     379.51   (feet)  ADJUSTED  
 FE2799  ___________________________________________________________________
 FE2799  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2799  DYNAMIC HT  -         115.575 (meters)     379.18  (feet)  COMP
 FE2799  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FE2799
 FE2799  VERT ORDER  -  FIRST     CLASS II
 FE2799
 FE2799.The horizontal coordinates were scaled from a topographic map and have
 FE2799.an estimated accuracy of +/- 6 seconds.
 FE2799
 FE2799.The orthometric height was determined by differential leveling
 FE2799.and adjusted by the National Geodetic Survey in August 1995..
 FE2799
 FE2799.The geoid height was determined by GEOID03.
 FE2799
 FE2799.The dynamic height is computed by dividing the NAVD 88
 FE2799.geopotential number by the normal gravity value computed on the
 FE2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2799.degrees latitude (g = 980.6199 gals.).
 FE2799
 FE2799.The modeled gravity was interpolated from observed gravity values.
 FE2799
 FE2799;                    North         East    Units  Estimated Accuracy
 FE2799;SPC TN       -   123,450.      253,240.      MT  (+/- 180 meters Scaled)
 FE2799
 FE2799                          SUPERSEDED SURVEY CONTROL
 FE2799
 FE2799.No superseded survey control is available for this station.
 FE2799
 FE2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE440193(NAD 83)
 FE2799_MARKER: DD = SURVEY DISK
 FE2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2799_SP_SET: CONCRETE POST
 FE2799_STAMPING: 005
 FE2799_MARK LOGO: MLGW  
 FE2799_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2799+STABILITY: SURFACE MOTION
 FE2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2799+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE2799
 FE2799  HISTORY     - Date     Condition        Report By
 FE2799  HISTORY     - UNK      MONUMENTED       MLGW
 FE2799  HISTORY     - 19920115 GOOD             NGS
 FE2799  HISTORY     - 20021001 POOR             USACE
 FE2799
 FE2799                          STATION DESCRIPTION
 FE2799
 FE2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2799'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2799'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2799'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 3.5 KM
 FE2799'(2.15 MI) EASTERLY ALONG MUDVILLE ROAD, THENCE 0.9 KM (0.55 MI)
 FE2799'NORTHERLY ALONG ARMOUR ROAD, 36.9 M (121.1 FT) SOUTHEAST OF A 24-INCH
 FE2799'PECAN TREE, 36.6 M (120.1 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER
 FE2799'54476 WITH A TRANSFORMER AND A GUY CABLE, 35.7 M (117.1 FT) SOUTHEAST
 FE2799'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 9451, 33.3 EAST OF AND LEVEL
 FE2799'WITH THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) NORTH-NORTHWEST OF A
 FE2799'WITNESS POST, AND 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 FE2799
 FE2799                          STATION RECOVERY (2002)
 FE2799
 FE2799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2799'MARK HAS BEEN HIT, LEANING NO NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2808 ***********************************************************************
 FE2808  DESIGNATION -  030
 FE2808  PID         -  FE2808
 FE2808  STATE/COUNTY-  TN/SHELBY
 FE2808  USGS QUAD   -  MILLINGTON (1997)
 FE2808
 FE2808                         *CURRENT SURVEY CONTROL
 FE2808  ___________________________________________________________________
 FE2808* NAD 83(1995)-  35 20 06.51306(N)    089 59 33.81659(W)     ADJUSTED  
 FE2808* NAVD 88     -        94.908  (meters)     311.38   (feet)  ADJUSTED  
 FE2808  ___________________________________________________________________
 FE2808  X           -         661.243 (meters)                     COMP
 FE2808  Y           -  -5,209,066.282 (meters)                     COMP
 FE2808  Z           -   3,668,301.098 (meters)                     COMP
 FE2808  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FE2808  ELLIP HEIGHT-          67.57  (meters)          (05/31/05) GPS OBS
 FE2808  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2808  DYNAMIC HT  -          94.823 (meters)     311.10  (feet)  COMP
 FE2808  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FE2808
 FE2808  HORZ ORDER  -  FIRST
 FE2808  VERT ORDER  -  FIRST     CLASS II
 FE2808  ELLP ORDER  -  FOURTH    CLASS II
 FE2808
 FE2808.The horizontal coordinates were established by GPS observations
 FE2808.and adjusted by the National Geodetic Survey in May 2005..
 FE2808
 FE2808.The orthometric height was determined by differential leveling
 FE2808.and adjusted by the National Geodetic Survey in August 1995..
 FE2808
 FE2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2808
 FE2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2808
 FE2808.The ellipsoidal height was determined by GPS observations
 FE2808.and is referenced to NAD 83.
 FE2808
 FE2808.The geoid height was determined by GEOID03.
 FE2808
 FE2808.The dynamic height is computed by dividing the NAVD 88
 FE2808.geopotential number by the normal gravity value computed on the
 FE2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2808.degrees latitude (g = 980.6199 gals.).
 FE2808
 FE2808.The modeled gravity was interpolated from observed gravity values.
 FE2808
 FE2808;                    North         East     Units Scale Factor Converg.
 FE2808;SPC TN       -   118,554.160   237,109.394   MT  0.99998607   -2 20 15.0
 FE2808;SPC TN       -   388,956.44    777,916.40   sFT  0.99998607   -2 20 15.0
 FE2808;UTM  16      - 3,914,321.011   227,985.604   MT  1.00051196   -1 43 54.9
 FE2808;UTM  15      - 3,914,361.099   773,336.943   MT  1.00052085   +1 44 25.3
 FE2808
 FE2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2808!SPC TN       -   0.99998939  x   0.99998607  =   0.99997546
 FE2808!UTM  16      -   0.99998939  x   1.00051196  =   1.00050135
 FE2808!UTM  15      -   0.99998939  x   1.00052085  =   1.00051024
 FE2808
 FE2808                          SUPERSEDED SURVEY CONTROL
 FE2808
 FE2808  NAD 83(1995)-  35 20 06.51239(N)    089 59 33.81703(W) AD(       ) 1
 FE2808  ELLIP H (04/26/01)   67.61   (m)                       GP(       ) 4 1
 FE2808  NAVD 88 (03/28/02)   94.91   (m)          311.4    (f) LEVELING    3  
 FE2808
 FE2808.Superseded values are not recommended for survey control.
 FE2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2808.See file dsdata.txt to determine how the superseded data were derived.
 FE2808
 FE2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2798614321(NAD 83)
 FE2808_MARKER: DD = SURVEY DISK
 FE2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2808_SP_SET: CONCRETE POST
 FE2808_STAMPING: 030
 FE2808_MARK LOGO: MLGW  
 FE2808_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2808+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 FE2808
 FE2808  HISTORY     - Date     Condition        Report By
 FE2808  HISTORY     - UNK      MONUMENTED       MLGW
 FE2808  HISTORY     - 19920116 GOOD             NGS
 FE2808  HISTORY     - 19990113 GOOD             TN1620
 FE2808  HISTORY     - 20021007 GOOD             USACE
 FE2808  HISTORY     - 20030711 GOOD             EMCINC
 FE2808
 FE2808                          STATION DESCRIPTION
 FE2808
 FE2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2808'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2808'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FE2808'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 3.4 KM
 FE2808'(2.10 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, THENCE 3.0 KM
 FE2808'(1.85 MI) NORTHERLY ALONG WOODSTOCK CUBA ROAD, 19.4 M (63.6 FT) SOUTH
 FE2808'OF THE CENTERLINE OF LOCKE CUBA ROAD, 17.4 M (57.1 FT) NORTH OF
 FE2808'UTILITY POLE NUMBER A 211, 11.8 M (38.7 FT) SOUTH OF UTILITY POLE
 FE2808'NUMBER 63416, 6.7 M (22.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 0.4
 FE2808'M (1.3 FT) NORTH OF A WITNESS POST, 0.4 SOUTH OF A WITNESS POST, 0.3
 FE2808'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 FE2808'WITH THE GROUND SURFACE.
 FE2808
 FE2808                          STATION RECOVERY (1999)
 FE2808
 FE2808'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999
 FE2808'RECOVERED AS DESCRIBED.
 FE2808
 FE2808                          STATION RECOVERY (2002)
 FE2808
 FE2808'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2808'RECOVERED IN GOOD CONDITION.
 FE2808
 FE2808                          STATION RECOVERY (2003)
 FE2808
 FE2808'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2808'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2167 ***********************************************************************
 FF2167  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2167  DESIGNATION -  031
 FF2167  PID         -  FF2167
 FF2167  STATE/COUNTY-  TN/SHELBY
 FF2167  USGS QUAD   -  LOCKE (1970)
 FF2167
 FF2167                         *CURRENT SURVEY CONTROL
 FF2167  ___________________________________________________________________
 FF2167* NAD 83(1995)-  35 21 03.90394(N)    090 00 31.65223(W)     ADJUSTED  
 FF2167* NAVD 88     -       115.76   (meters)     379.8    (feet)  GPS OBS   
 FF2167  ___________________________________________________________________
 FF2167  X           -       -,799.199 (meters)                     COMP
 FF2167  Y           -  -5,208,060.096 (meters)                     COMP
 FF2167  Z           -   3,669,755.902 (meters)                     COMP
 FF2167  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF2167  ELLIP HEIGHT-          88.40  (meters)          (05/31/05) GPS OBS
 FF2167  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF2167
 FF2167  HORZ ORDER  -  FIRST
 FF2167  ELLP ORDER  -  FOURTH    CLASS II
 FF2167
 FF2167.The horizontal coordinates were established by GPS observations
 FF2167.and adjusted by the National Geodetic Survey in April 2001..
 FF2167
 FF2167.The orthometric height was determined by GPS observations and a
 FF2167.high-resolution geoid model using precise GPS observation and
 FF2167.processing techniques. It supersedes the leveled height previously
 FF2167.determined for this station.
 FF2167
 FF2167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2167
 FF2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2167
 FF2167.The ellipsoidal height was determined by GPS observations
 FF2167.and is referenced to NAD 83.
 FF2167
 FF2167.The geoid height was determined by GEOID03.
 FF2167
 FF2167;                    North         East     Units Scale Factor Converg.
 FF2167;SPC TN       -   120,381.045   235,722.481   MT  0.99998370   -2 20 48.9
 FF2167;SPC TN       -   394,950.15    773,366.17   sFT  0.99998370   -2 20 48.9
 FF2167;UTM  15      - 3,916,085.637   771,822.812   MT  1.00051067   +1 43 54.2
 FF2167;UTM  16      - 3,916,134.106   226,578.721   MT  1.00052141   -1 44 30.9
 FF2167
 FF2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2167!SPC TN       -   0.99998612  x   0.99998370  =   0.99996983
 FF2167!UTM  15      -   0.99998612  x   1.00051067  =   1.00049679
 FF2167!UTM  16      -   0.99998612  x   1.00052141  =   1.00050753
 FF2167
 FF2167                          SUPERSEDED SURVEY CONTROL
 FF2167
 FF2167  ELLIP H (04/26/01)   88.45   (m)                       GP(       ) 4 1
 FF2167  NAVD 88 (08/15/95)  115.781  (m)          379.86   (f) ADJUSTED    1 2
 FF2167
 FF2167.Superseded values are not recommended for survey control.
 FF2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2167.See file dsdata.txt to determine how the superseded data were derived.
 FF2167
 FF2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7182316086(NAD 83)
 FF2167_MARKER: DD = SURVEY DISK
 FF2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2167_SP_SET: CONCRETE POST
 FF2167_STAMPING: 031
 FF2167_MARK LOGO: MLGW  
 FF2167_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2167+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FF2167
 FF2167  HISTORY     - Date     Condition        Report By
 FF2167  HISTORY     - UNK      MONUMENTED       MLGW
 FF2167  HISTORY     - 19920116 GOOD             NGS
 FF2167  HISTORY     - 19990113 GOOD             TN1620
 FF2167  HISTORY     - 20021021 GOOD             USACE
 FF2167  HISTORY     - 20030703 GOOD             EMCINC
 FF2167
 FF2167                          STATION DESCRIPTION
 FF2167
 FF2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2167'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FF2167'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FF2167'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 3.4 KM
 FF2167'(2.10 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, THENCE 3.0 KM
 FF2167'(1.85 MI) NORTHERLY ALONG WOODSTOCK CUBA ROAD, THENCE 1.7 KM
 FF2167'(1.05 MI) WESTERLY ALONG LOCKE CUBA ROAD, THENCE 1.9 KM (1.20 MI)
 FF2167'NORTHERLY ALONG HINES ROAD, 69.0 M (226.4 FT) SOUTH OF THE CENTERLINE
 FF2167'OF MILLINGTON CUBA ROAD, 45.9 M (150.6 FT) SOUTHEAST OF A FIRE
 FF2167'HYDRANT, 39.6 M (129.9 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A
 FF2167'HOUSE AT 1643 MILLINGTON CUBA ROAD, 4.5 M (14.8 FT) EAST OF AND LEVEL
 FF2167'WITH THE CENTERLINE OF HINES ROAD, AND THE MONUMENT IS FLUSH WITH THE
 FF2167'GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT BY A MOWER AND IS
 FF2167'SILGHTLY LEANING.
 FF2167
 FF2167                          STATION RECOVERY (1999)
 FF2167
 FF2167'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FF2167'RECOVERED AS DESCRIBED.
 FF2167
 FF2167                          STATION RECOVERY (2002)
 FF2167
 FF2167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2167'RECOVERED IN GOOD CONDITION.
 FF2167
 FF2167                          STATION RECOVERY (2003)
 FF2167
 FF2167'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2806 ***********************************************************************
 FE2806  DESIGNATION -  034
 FE2806  PID         -  FE2806
 FE2806  STATE/COUNTY-  TN/SHELBY
 FE2806  USGS QUAD   -  MILLINGTON (1997)
 FE2806
 FE2806                         *CURRENT SURVEY CONTROL
 FE2806  ___________________________________________________________________
 FE2806* NAD 83(1995)-  35 17 29.05298(N)    089 57 48.14161(W)     ADJUSTED  
 FE2806* NAVD 88     -        97.054  (meters)     318.42   (feet)  ADJUSTED  
 FE2806  ___________________________________________________________________
 FE2806  X           -       3,331.781 (meters)                     COMP
 FE2806  Y           -  -5,211,872.123 (meters)                     COMP
 FE2806  Z           -   3,664,342.506 (meters)                     COMP
 FE2806  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FE2806  ELLIP HEIGHT-          69.73  (meters)          (05/31/05) GPS OBS
 FE2806  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE2806  DYNAMIC HT  -          96.968 (meters)     318.14  (feet)  COMP
 FE2806  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 FE2806
 FE2806  HORZ ORDER  -  FIRST
 FE2806  VERT ORDER  -  FIRST     CLASS II
 FE2806  ELLP ORDER  -  FOURTH    CLASS II
 FE2806
 FE2806.The horizontal coordinates were established by GPS observations
 FE2806.and adjusted by the National Geodetic Survey in April 2001..
 FE2806
 FE2806.The orthometric height was determined by differential leveling
 FE2806.and adjusted by the National Geodetic Survey in August 1995..
 FE2806
 FE2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2806
 FE2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2806
 FE2806.The ellipsoidal height was determined by GPS observations
 FE2806.and is referenced to NAD 83.
 FE2806
 FE2806.The geoid height was determined by GEOID03.
 FE2806
 FE2806.The dynamic height is computed by dividing the NAVD 88
 FE2806.geopotential number by the normal gravity value computed on the
 FE2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2806.degrees latitude (g = 980.6199 gals.).
 FE2806
 FE2806.The modeled gravity was interpolated from observed gravity values.
 FE2806
 FE2806;                    North         East     Units Scale Factor Converg.
 FE2806;SPC TN       -   113,597.074   239,579.405   MT  0.99999295   -2 19 13.1
 FE2806;SPC TN       -   372,693.07    786,020.10   sFT  0.99999295   -2 19 13.1
 FE2806;UTM  16      - 3,909,387.810   230,509.237   MT  1.00049512   -1 42 47.1
 FE2806;UTM  15      - 3,909,589.580   776,154.646   MT  1.00053994   +1 45 19.7
 FE2806
 FE2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2806!SPC TN       -   0.99998906  x   0.99999295  =   0.99998201
 FE2806!UTM  16      -   0.99998906  x   1.00049512  =   1.00048417
 FE2806!UTM  15      -   0.99998906  x   1.00053994  =   1.00052899
 FE2806
 FE2806                          SUPERSEDED SURVEY CONTROL
 FE2806
 FE2806  ELLIP H (04/26/01)   69.77   (m)                       GP(       ) 4 1
 FE2806  NAVD 88 (03/28/02)   97.06   (m)          318.4    (f) LEVELING    3  
 FE2806
 FE2806.Superseded values are not recommended for survey control.
 FE2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2806.See file dsdata.txt to determine how the superseded data were derived.
 FE2806
 FE2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3050909388(NAD 83)
 FE2806_MARKER: DD = SURVEY DISK
 FE2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2806_SP_SET: CONCRETE POST
 FE2806_STAMPING: 034
 FE2806_MARK LOGO: MLGW  
 FE2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2806+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FE2806
 FE2806  HISTORY     - Date     Condition        Report By
 FE2806  HISTORY     - UNK      MONUMENTED       MLGW
 FE2806  HISTORY     - 19920116 GOOD             NGS
 FE2806  HISTORY     - 19990111 GOOD             TN1620
 FE2806  HISTORY     - 20021007 GOOD             USACE
 FE2806  HISTORY     - 20030703 GOOD             EMCINC
 FE2806
 FE2806                          STATION DESCRIPTION
 FE2806
 FE2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2806'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2806'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 0.2 KM (0.10 MI)
 FE2806'NORTHEAST OF THE JUNCTION OF LUCY ROAD, IN A MEDIAN OF THE HIGHWAY,
 FE2806'23.5 M (77.1 FT)  NORTHEAST OF THE CENTER OF A HIGHWAY CROSSOVER,
 FE2806'16.0 M (52.5 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST-BOUND
 FE2806'LANES OF THE HIGHWAY, 6.7 M (22.0 FT) NORTHWEST OF THE CENTERLINE OF
 FE2806'THE NORTHEAST-BOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE
 FE2806'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2806'SURFACE.
 FE2806
 FE2806                          STATION RECOVERY (1999)
 FE2806
 FE2806'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2806'RECOVERED AS DESCRIBED.
 FE2806
 FE2806                          STATION RECOVERY (2002)
 FE2806
 FE2806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2806'RECOVERED IN GOOD CONDITION.
 FE2806
 FE2806                          STATION RECOVERY (2003)
 FE2806
 FE2806'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2806'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2810 ***********************************************************************
 FE2810  DESIGNATION -  052
 FE2810  PID         -  FE2810
 FE2810  STATE/COUNTY-  TN/SHELBY
 FE2810  USGS QUAD   -  MILLINGTON (1997)
 FE2810
 FE2810                         *CURRENT SURVEY CONTROL
 FE2810  ___________________________________________________________________
 FE2810* NAD 83(1995)-  35 16 22.21265(N)    089 58 56.63880(W)     ADJUSTED  
 FE2810* NAVD 88     -        73.088  (meters)     239.79   (feet)  ADJUSTED  
 FE2810  ___________________________________________________________________
 FE2810  X           -       1,601.362 (meters)                     COMP
 FE2810  Y           -  -5,213,043.200 (meters)                     COMP
 FE2810  Z           -   3,662,647.116 (meters)                     COMP
 FE2810  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FE2810  ELLIP HEIGHT-          45.77  (meters)          (05/31/05) GPS OBS
 FE2810  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE2810  DYNAMIC HT  -          73.023 (meters)     239.58  (feet)  COMP
 FE2810  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE2810
 FE2810  HORZ ORDER  -  FIRST
 FE2810  VERT ORDER  -  FIRST     CLASS II
 FE2810  ELLP ORDER  -  FOURTH    CLASS II
 FE2810
 FE2810.The horizontal coordinates were established by GPS observations
 FE2810.and adjusted by the National Geodetic Survey in April 2001..
 FE2810
 FE2810.The orthometric height was determined by differential leveling
 FE2810.and adjusted by the National Geodetic Survey in August 1995..
 FE2810
 FE2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2810
 FE2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2810
 FE2810.The ellipsoidal height was determined by GPS observations
 FE2810.and is referenced to NAD 83.
 FE2810
 FE2810.The geoid height was determined by GEOID03.
 FE2810
 FE2810.The dynamic height is computed by dividing the NAVD 88
 FE2810.geopotential number by the normal gravity value computed on the
 FE2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2810.degrees latitude (g = 980.6199 gals.).
 FE2810
 FE2810.The modeled gravity was interpolated from observed gravity values.
 FE2810
 FE2810;                    North         East     Units Scale Factor Converg.
 FE2810;SPC TN       -   111,609.127   237,766.287   MT  0.99999605   -2 19 53.2
 FE2810;SPC TN       -   366,170.94    780,071.56   sFT  0.99999605   -2 19 53.2
 FE2810;UTM  16      - 3,907,379.728   228,716.398   MT  1.00050707   -1 43 23.9
 FE2810;UTM  15      - 3,907,476.661   774,486.496   MT  1.00052862   +1 44 37.2
 FE2810
 FE2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2810!SPC TN       -   0.99999282  x   0.99999605  =   0.99998887
 FE2810!UTM  16      -   0.99999282  x   1.00050707  =   1.00049988
 FE2810!UTM  15      -   0.99999282  x   1.00052862  =   1.00052143
 FE2810
 FE2810                          SUPERSEDED SURVEY CONTROL
 FE2810
 FE2810  ELLIP H (04/26/01)   45.81   (m)                       GP(       ) 4 1
 FE2810  NAVD 88 (03/28/02)   73.08   (m)          239.8    (f) LEVELING    3  
 FE2810
 FE2810.Superseded values are not recommended for survey control.
 FE2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2810.See file dsdata.txt to determine how the superseded data were derived.
 FE2810
 FE2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2871607380(NAD 83)
 FE2810_MARKER: DD = SURVEY DISK
 FE2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2810_SP_SET: CONCRETE POST
 FE2810_STAMPING: 052
 FE2810_MARK LOGO: MLGW  
 FE2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2810+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FE2810
 FE2810  HISTORY     - Date     Condition        Report By
 FE2810  HISTORY     - UNK      MONUMENTED       MLGW
 FE2810  HISTORY     - 19920116 GOOD             NGS
 FE2810  HISTORY     - 19990103 GOOD             TN1620
 FE2810  HISTORY     - 20021007 GOOD             USACE
 FE2810  HISTORY     - 20021218 GOOD             TN1620
 FE2810  HISTORY     - 20030702 GOOD             EMCINC
 FE2810
 FE2810                          STATION DESCRIPTION
 FE2810
 FE2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2810'10.1 KM (6.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE
 FE2810'JUNCTION OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, IN A MEDIAN
 FE2810'BETWEEN FITE ROAD AND A HIGHWAY ENTRANCE ROAD, 17.1 M (56.1 FT) NORTH
 FE2810'OF THE CENTERLINE OF FITE ROAD, 11.3 M (37.1 FT) WEST-SOUTHWEST OF
 FE2810'THE CENTER OF THE ENTRANCE ROAD, 8.2 M (26.9 FT) SOUTHEAST OF THE
 FE2810'NORTHEAST-BOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) NORTHWEST OF A
 FE2810'UTILITY POLE WITH A TRAFFIC LIGHT CONTROL BOX ATTACHED, 0.3 M
 FE2810'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 FE2810'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2810
 FE2810                          STATION RECOVERY (1999)
 FE2810
 FE2810'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2810'RECOVERED AS DESCRIBED.
 FE2810
 FE2810                          STATION RECOVERY (2002)
 FE2810
 FE2810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2810'RECOVERED IN GOOD CONDITION.
 FE2810
 FE2810                          STATION RECOVERY (2002)
 FE2810
 FE2810'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 FE2810'RECOVERED IN GOOD CONDITION.
 FE2810
 FE2810                          STATION RECOVERY (2003)
 FE2810
 FE2810'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2810'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2815 ***********************************************************************
 FE2815  DESIGNATION -  069
 FE2815  PID         -  FE2815
 FE2815  STATE/COUNTY-  TN/SHELBY
 FE2815  USGS QUAD   -  EADS (1983)
 FE2815
 FE2815                         *CURRENT SURVEY CONTROL
 FE2815  ___________________________________________________________________
 FE2815* NAD 83(1995)-  35 12 21.27879(N)    089 42 42.68617(W)     ADJUSTED  
 FE2815* NAVD 88     -       102.23   (meters)     335.4    (feet)  LEVELING  
 FE2815  ___________________________________________________________________
 FE2815  X           -      26,238.155 (meters)                     COMP
 FE2815  Y           -  -5,217,285.446 (meters)                     COMP
 FE2815  Z           -   3,656,599.349 (meters)                     COMP
 FE2815  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FE2815  ELLIP HEIGHT-          74.78  (meters)          (04/26/01) GPS OBS
 FE2815  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2815
 FE2815  HORZ ORDER  -  FIRST
 FE2815  VERT ORDER  -  THIRD
 FE2815  ELLP ORDER  -  FOURTH    CLASS I
 FE2815
 FE2815.The horizontal coordinates were established by GPS observations
 FE2815.and adjusted by the National Geodetic Survey in April 2001..
 FE2815
 FE2815.The orthometric height was determined by differential leveling.
 FE2815.The vertical network tie was performed by a horz. field party for horz.
 FE2815.obs reductions. Reset procedures were used to establish the elevation.
 FE2815
 FE2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2815
 FE2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2815
 FE2815.The ellipsoidal height was determined by GPS observations
 FE2815.and is referenced to NAD 83.
 FE2815
 FE2815.The geoid height was determined by GEOID03.
 FE2815
 FE2815;                    North         East     Units Scale Factor Converg.
 FE2815;SPC TN       -   103,221.992   262,080.681   MT  1.00000807   -2 10 23.0
 FE2815;SPC TN       -   338,654.15    859,843.03   sFT  1.00000807   -2 10 23.0
 FE2815;UTM  16      - 3,899,247.845   253,128.894   MT  1.00035116   -1 33 51.2
 FE2815
 FE2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2815!SPC TN       -   0.99998826  x   1.00000807  =   0.99999633
 FE2815!UTM  16      -   0.99998826  x   1.00035116  =   1.00033942
 FE2815
 FE2815                          SUPERSEDED SURVEY CONTROL
 FE2815
 FE2815.No superseded survey control is available for this station.
 FE2815
 FE2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5312999248(NAD 83)
 FE2815_MARKER: DD = SURVEY DISK
 FE2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2815_SP_SET: CONCRETE POST
 FE2815_STAMPING: 069
 FE2815_MARK LOGO: MLGW  
 FE2815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2815+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 FE2815
 FE2815  HISTORY     - Date     Condition        Report By
 FE2815  HISTORY     - UNK      MONUMENTED       MLGW
 FE2815  HISTORY     - 19920115 GOOD             NGS
 FE2815  HISTORY     - 19981007 GOOD             TN1620
 FE2815  HISTORY     - 20020724 GOOD             TN1620
 FE2815
 FE2815                          STATION DESCRIPTION
 FE2815
 FE2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2815'11.4 KM (7.10 MI) EASTERLY ALONG U.S. HIGHWAY 64 (STAGE ROAD) FROM THE
 FE2815'JUNCTION OF U.S. HIGHWAY 70 (SUMMER AVENUE) IN BARTLETT, AT A HIGH
 FE2815'LINE CROSSING, 99.0 M (324.8 FT) NORTH OF THE CENTERLINE OF THE
 FE2815'WESTBOUND LANES OF THE HIGHWAY, 54.0 M (177.2 FT) WEST OF THE
 FE2815'SOUTHWEST LEG OF THE CENTER 1 OF 3 POWER TRANSMISSION TOWERS, 42.1 M
 FE2815'(138.1 FT) SOUTHWEST OF THE SOUTHEAST LEG OF THE MOST WESTERLY 1 OF 3
 FE2815'POWER TRANSMISSION TOWERS, 20.2 M (66.3 FT) EAST-NORTHEAST OF THE
 FE2815'EAST CORNER OF A CHAIN-LINK FENCE SURROUNDING A GAS PIPELINE VALVE,
 FE2815'14.8 M (48.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 10.6
 FE2815'M (34.8 FT) WEST OF A FENCE, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE
 FE2815'HIGHWAY, NEAR THE CENTER OF 3 WITNESS POSTS, AND THE MONUMENT IS
 FE2815'FLUSH WITH THE GROUND SURFACE.
 FE2815
 FE2815                          STATION RECOVERY (1998)
 FE2815
 FE2815'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2815'RECOVERED AS DESCRIBED.
 FE2815
 FE2815                          STATION RECOVERY (2002)
 FE2815
 FE2815'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 FE2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2814 ***********************************************************************
 FE2814  DESIGNATION -  070
 FE2814  PID         -  FE2814
 FE2814  STATE/COUNTY-  TN/SHELBY
 FE2814  USGS QUAD   -  EADS (1983)
 FE2814
 FE2814                         *CURRENT SURVEY CONTROL
 FE2814  ___________________________________________________________________
 FE2814* NAD 83(1995)-  35 12 20.44992(N)    089 44 44.49813(W)     ADJUSTED  
 FE2814* NAVD 88     -       122.02   (meters)     400.3    (feet)  LEVELING  
 FE2814  ___________________________________________________________________
 FE2814  X           -      23,157.162 (meters)                     COMP
 FE2814  Y           -  -5,217,330.944 (meters)                     COMP
 FE2814  Z           -   3,656,589.897 (meters)                     COMP
 FE2814  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2814  ELLIP HEIGHT-          94.59  (meters)          (04/26/01) GPS OBS
 FE2814  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2814
 FE2814  HORZ ORDER  -  FIRST
 FE2814  VERT ORDER  -  THIRD
 FE2814  ELLP ORDER  -  FOURTH    CLASS I
 FE2814
 FE2814.The horizontal coordinates were established by GPS observations
 FE2814.and adjusted by the National Geodetic Survey in April 2001..
 FE2814
 FE2814.The orthometric height was determined by differential leveling.
 FE2814.The vertical network tie was performed by a horz. field party for horz.
 FE2814.obs reductions. Reset procedures were used to establish the elevation.
 FE2814
 FE2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2814
 FE2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2814
 FE2814.The ellipsoidal height was determined by GPS observations
 FE2814.and is referenced to NAD 83.
 FE2814
 FE2814.The geoid height was determined by GEOID03.
 FE2814
 FE2814;                    North         East     Units Scale Factor Converg.
 FE2814;SPC TN       -   103,313.830   259,000.787   MT  1.00000812   -2 11 34.4
 FE2814;SPC TN       -   338,955.46    849,738.42   sFT  1.00000812   -2 11 34.4
 FE2814;UTM  16      - 3,899,306.964   250,047.111   MT  1.00037003   -1 35 01.5
 FE2814
 FE2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2814!SPC TN       -   0.99998515  x   1.00000812  =   0.99999327
 FE2814!UTM  16      -   0.99998515  x   1.00037003  =   1.00035518
 FE2814
 FE2814                          SUPERSEDED SURVEY CONTROL
 FE2814
 FE2814.No superseded survey control is available for this station.
 FE2814
 FE2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5004799307(NAD 83)
 FE2814_MARKER: DD = SURVEY DISK
 FE2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2814_SP_SET: CONCRETE POST
 FE2814_STAMPING: 070
 FE2814_MARK LOGO: MLGW  
 FE2814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2814+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2814
 FE2814  HISTORY     - Date     Condition        Report By
 FE2814  HISTORY     - UNK      MONUMENTED       MLGW
 FE2814  HISTORY     - 19920115 GOOD             NGS
 FE2814  HISTORY     - 19960522 GOOD             TN1620
 FE2814  HISTORY     - 19981007 GOOD             TN1620
 FE2814  HISTORY     - 20021001 GOOD             USACE
 FE2814  HISTORY     - 20031202 MARK NOT FOUND   TN1620
 FE2814
 FE2814                          STATION DESCRIPTION
 FE2814
 FE2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2814'8.2 KM (5.10 MI) EASTERLY ALONG U.S. HIGHWAY 64 (STAGE ROAD) FROM THE
 FE2814'JUNCTION OF U.S. HIGHWAY 70 (SUMMER AVENUE) IN BARTLETT, 143.0 M
 FE2814'(469.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 FE2814'HIGHWAY, 46.9 M (153.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2814'SAINT PAUL UNITED METHODIST CHURCH, 40.6 M (133.2 FT) SOUTH OF A FIRE
 FE2814'HYDRANT, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF DAVIES PLANTATION
 FE2814'ROAD, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, NEAR THE CENTER
 FE2814'OF 3 WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2814'SURFACE.
 FE2814
 FE2814                          STATION RECOVERY (1996)
 FE2814
 FE2814'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (SB)
 FE2814'RECOVERED IN GOOD CONDITION.
 FE2814
 FE2814                          STATION RECOVERY (1998)
 FE2814
 FE2814'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2814'RECOVERED AS DESCRIBED.
 FE2814
 FE2814                          STATION RECOVERY (2002)
 FE2814
 FE2814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2814'RECOVERED IN GOOD CONDITION.
 FE2814
 FE2814                          STATION RECOVERY (2003)
 FE2814
 FE2814'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FE2814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9831 ***********************************************************************
 AI9831  SACS        -  This is a Secondary Airport Control Station.
 AI9831  DESIGNATION -  0M1 A
 AI9831  PID         -  AI9831
 AI9831  STATE/COUNTY-  TN/HENDERSON
 AI9831  USGS QUAD   -  JEANNETTE (1986)
 AI9831
 AI9831                         *CURRENT SURVEY CONTROL
 AI9831  ___________________________________________________________________
 AI9831* NAD 83(1995)-  35 37 58.88254(N)    088 07 28.94179(W)     ADJUSTED  
 AI9831* NAVD 88     -       158.20   (meters)     519.0    (feet)  GPS OBS   
 AI9831  ___________________________________________________________________
 AI9831  X           -     169,836.440 (meters)                     COMP
 AI9831  Y           -  -5,187,152.762 (meters)                     COMP
 AI9831  Z           -   3,695,249.359 (meters)                     COMP
 AI9831  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI9831  ELLIP HEIGHT-         130.09  (meters)          (02/20/01) GPS OBS
 AI9831  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AI9831
 AI9831  HORZ ORDER  -  FIRST
 AI9831  ELLP ORDER  -  SECOND    CLASS I
 AI9831
 AI9831.This mark is at Scott Field Airport (0M1)
 AI9831
 AI9831.The horizontal coordinates were established by GPS observations
 AI9831.and adjusted by the National Geodetic Survey in February 2001..
 AI9831
 AI9831.The orthometric height was determined by GPS observations and a
 AI9831.high-resolution geoid model.
 AI9831
 AI9831.GPS derived orthometric heights for airport stations designated as
 AI9831.PACS or SACS are published to 2 decimal places.  This maintains
 AI9831.centimeter relative accuracy between the PACS and SACS.  It does
 AI9831.not indicate centimeter accuracy relative to other marks which are
 AI9831.part of the NAVD 88 network.
 AI9831
 AI9831.Photographs are available for this station.
 AI9831
 AI9831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9831
 AI9831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9831
 AI9831.The ellipsoidal height was determined by GPS observations
 AI9831.and is referenced to NAD 83.
 AI9831
 AI9831.The geoid height was determined by GEOID03.
 AI9831
 AI9831;                    North         East     Units Scale Factor Converg.
 AI9831;SPC TN       -   146,288.225   407,568.924   MT  0.99995452   -1 14 38.0
 AI9831;SPC TN       -   479,947.28  1,337,165.71   sFT  0.99995452   -1 14 38.0
 AI9831;UTM  16      - 3,943,828.933   398,163.248   MT  0.99972780   -0 39 19.1
 AI9831
 AI9831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9831!SPC TN       -   0.99997958  x   0.99995452  =   0.99993410
 AI9831!UTM  16      -   0.99997958  x   0.99972780  =   0.99970739
 AI9831
 AI9831                          SUPERSEDED SURVEY CONTROL
 AI9831
 AI9831.No superseded survey control is available for this station.
 AI9831
 AI9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9816343829(NAD 83)
 AI9831_MARKER: DD = SURVEY DISK
 AI9831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9831_STAMPING: 0M1 A
 AI9831_MARK LOGO: NGS   
 AI9831_PROJECTION: FLUSH
 AI9831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9831+STABILITY: SURFACE MOTION
 AI9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9831+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9831_ROD/PIPE-DEPTH: 1    meters
 AI9831
 AI9831  HISTORY     - Date     Condition        Report By
 AI9831  HISTORY     - 1996     MONUMENTED       LOWE
 AI9831
 AI9831                          STATION DESCRIPTION
 AI9831
 AI9831'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9831'THE STATION IS LOCATED ABOUT 1.53 KM (0.95 MI) SOUTHWEST OF THE
 AI9831'JUNCTION OF U.S. HIGHWAY 412 AND STATE HIGHWAY 69 IN PARSONS, AND
 AI9831'AT THE PARSONS MUNICIPAL AIRPORT (SCOTT FIELD). SCOTT FIELD IS AN
 AI9831'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9831'AIRPORT CONTACT, BILL BROWN, TELEPHONE NUMBER 901-847-7423,
 AI9831'BEFORE ENTERING THE FIELD.
 AI9831' 
 AI9831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 412 AND
 AI9831'STATE HIGHWAY 69 IN PARSONS, GO SOUTH 1.05 KM (0.65 MI) ON STATE
 AI9831'HIGHWAY 69 TO NINTH STREET. TURN RIGHT AND GO SOUTHWEST 0.56 KM
 AI9831'(0.35 MI), ON NINTH STREET, TO THE AIRPORT OFFICE ON THE LEFT AND THE
 AI9831'GATE AHEAD. FROM THE GATE, GO WEST 0.08 KM (0.05 MI) ALONG THE
 AI9831'TAXIWAY TO THE RUNWAY. TURN LEFT AND GO 0.72 KM (0.45 MI) SOUTH TO
 AI9831'THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 AI9831' 
 AI9831'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9831'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9831'NGS
 AI9831'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9831'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9831'FROM THE BOTTOM OF THE PIPE. THE STATION IS 54.6 M (179.1 FT)
 AI9831'SOUTHEAST FROM THE SOUTHEASTERLYMOST RUNWAY LIGHT ON THE
 AI9831'EAST SIDE OF THE RUNWAY AT THE AIRPLANE TURNAROUND, 37.9 M (124.3
 AI9831'FT) EAST-NORTHEAST FROM THE CENTERLINE OF RUNWAY 33, 23.7 M (77.8
 AI9831'FT) NORTHEAST FROM THE MOST EASTERLY THRESHOLD LIGHT, AND 7.5 M
 AI9831'(24.6 FT) NORTH FROM THE STEEL SUPPORT PIPE FOR A STROBE LIGHT. THIS
 AI9831'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9831' 
 AI9831'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9847 ***********************************************************************
 AI9847  SACS        -  This is a Secondary Airport Control Station.
 AI9847  DESIGNATION -  0M4 A
 AI9847  PID         -  AI9847
 AI9847  STATE/COUNTY-  TN/BENTON
 AI9847  USGS QUAD   -  CAMDEN (1984)
 AI9847
 AI9847                         *CURRENT SURVEY CONTROL
 AI9847  ___________________________________________________________________
 AI9847* NAD 83(1995)-  36 00 54.86190(N)    088 07 09.02044(W)     ADJUSTED  
 AI9847* NAVD 88     -       141.23   (meters)     463.4    (feet)  GPS OBS   
 AI9847  ___________________________________________________________________
 AI9847  X           -     169,522.271 (meters)                     COMP
 AI9847  Y           -  -5,162,313.270 (meters)                     COMP
 AI9847  Z           -   3,729,625.897 (meters)                     COMP
 AI9847  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AI9847  ELLIP HEIGHT-         112.83  (meters)          (02/20/01) GPS OBS
 AI9847  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AI9847
 AI9847  HORZ ORDER  -  FIRST
 AI9847  ELLP ORDER  -  SECOND    CLASS I
 AI9847
 AI9847.This mark is at Benton County Airport (0M4)
 AI9847
 AI9847.The horizontal coordinates were established by GPS observations
 AI9847.and adjusted by the National Geodetic Survey in February 2001..
 AI9847
 AI9847.The orthometric height was determined by GPS observations and a
 AI9847.high-resolution geoid model.
 AI9847
 AI9847.GPS derived orthometric heights for airport stations designated as
 AI9847.PACS or SACS are published to 2 decimal places.  This maintains
 AI9847.centimeter relative accuracy between the PACS and SACS.  It does
 AI9847.not indicate centimeter accuracy relative to other marks which are
 AI9847.part of the NAVD 88 network.
 AI9847
 AI9847.Photographs are available for this station.
 AI9847
 AI9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9847
 AI9847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9847
 AI9847.The ellipsoidal height was determined by GPS observations
 AI9847.and is referenced to NAD 83.
 AI9847
 AI9847.The geoid height was determined by GEOID03.
 AI9847
 AI9847;                    North         East     Units Scale Factor Converg.
 AI9847;SPC TN       -   188,674.423   408,988.208   MT  0.99995338   -1 14 26.3
 AI9847;SPC TN       -   619,009.34  1,341,822.15   sFT  0.99995338   -1 14 26.3
 AI9847;UTM  16      - 3,986,217.937   399,149.071   MT  0.99972532   -0 39 29.3
 AI9847
 AI9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9847!SPC TN       -   0.99998229  x   0.99995338  =   0.99993567
 AI9847!UTM  16      -   0.99998229  x   0.99972532  =   0.99970762
 AI9847
 AI9847:                Primary Azimuth Mark                     Grid Az
 AI9847:SPC TN       -  GPS 30                                   224 36 22.0
 AI9847:UTM  16      -  GPS 30                                   224 01 25.0
 AI9847
 AI9847|---------------------------------------------------------------------|
 AI9847| PID    Reference Object                     Distance      Geod. Az  |
 AI9847|                                                           dddmmss.s |
 AI9847| GD1866 GPS 30                              478.956 METERS 2232155.7 |
 AI9847|---------------------------------------------------------------------|
 AI9847
 AI9847                          SUPERSEDED SURVEY CONTROL
 AI9847
 AI9847.No superseded survey control is available for this station.
 AI9847
 AI9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9914986218(NAD 83)
 AI9847_MARKER: DD = SURVEY DISK
 AI9847_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9847_STAMPING: 0M4 A 1996
 AI9847_MARK LOGO: NGS   
 AI9847_PROJECTION: FLUSH
 AI9847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9847+STABILITY: SURFACE MOTION
 AI9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9847+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9847_ROD/PIPE-DEPTH: 1    meters
 AI9847
 AI9847  HISTORY     - Date     Condition        Report By
 AI9847  HISTORY     - 1996     MONUMENTED       LOWE
 AI9847
 AI9847                          STATION DESCRIPTION
 AI9847
 AI9847'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9847'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) SOUTHWEST OF CAMDEN
 AI9847'AT THE BENTON COUNTY AIRPORT. BENTON COUNTY AIRPORT IS AN
 AI9847'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9847'AIRPORT MANAGER, BILLY HIGHTOWER, TELEPHONE NUMBER 901-584-5343,
 AI9847'BEFORE ENTERING THE FIELD.
 AI9847' 
 AI9847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 641 AND U.S.
 AI9847'HIGHWAY 70 BYPASS, GO 0.24 KM (0.15 MI) WEST ON U.S. HIGHWAY 70
 AI9847'BYPASS TO THE JUNCTION OF NATCHEZ TRACE ROAD. TURN LEFT AND GO
 AI9847'SOUTH ON NATCHEZ TRACE ROAD 2.66 KM (1.65 MI) TO THE JUNCTION OF
 AI9847'THE AIRPORT ENTRANCE ROAD. TURN LEFT AND GO EAST 0.32 KM (0.20 MI)
 AI9847'ON THE ENTRANCE ROAD TO THE OFFICE OF THE BENTON COUNTY AIRPORT
 AI9847'AND THE GATE AHEAD. FROM THE GATE GO NORTHEAST 0.16 KM
 AI9847'(0.10 MI) ACROSS THE APRON TO THE RUNWAY. TURN LEFT ON THE RUNWAY
 AI9847'AND GO NORTH 0.32 KM (0.20 MI) TO THE END OF THE RUNWAY AND THE
 AI9847'STATION ON THE RIGHT.
 AI9847' 
 AI9847'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9847'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9847'NGS
 AI9847'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9847'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9847'FROM THE BOTTOM OF THE PIPE. THE STATION IS 54.5 M (178.8 FT)
 AI9847'EAST-NORTHEAST FROM THE EASTERNMOST THRESHOLD LIGHT, 50.3 M
 AI9847'(165.0 FT) NORTHWEST FROM THE AIRPORT BOUNDARY FENCE, AND 38.59 M
 AI9847'(126.61 FT) NORTH-NORTHEAST FROM THE NORTHEAST STROBE LIGHT. THIS
 AI9847'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9847' 
 AI9847'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0978 ***********************************************************************
 GB0978  DESIGNATION -  1
 GB0978  PID         -  GB0978
 GB0978  STATE/COUNTY-  TN/MORGAN
 GB0978  USGS QUAD   -  RUGBY (1984)
 GB0978
 GB0978                         *CURRENT SURVEY CONTROL
 GB0978  ___________________________________________________________________
 GB0978* NAD 83(1986)-  36 21 03.     (N)    084 43 54.     (W)     SCALED    
 GB0978* NAVD 88     -       375.64   (+/-2cm)    1232.4    (feet)  VERTCON   
 GB0978  ___________________________________________________________________
 GB0978  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0978
 GB0978  VERT ORDER  -  ? (See Below)
 GB0978
 GB0978.The horizontal coordinates were scaled from a topographic map and have
 GB0978.an estimated accuracy of +/- 6 seconds.
 GB0978
 GB0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0978.The vertical order pertains to the NGVD 29 superseded value.
 GB0978
 GB0978.The geoid height was determined by GEOID03.
 GB0978
 GB0978;                    North         East    Units  Estimated Accuracy
 GB0978;SPC TN       -   224,580.      713,850.      MT  (+/- 180 meters Scaled)
 GB0978
 GB0978                          SUPERSEDED SURVEY CONTROL
 GB0978
 GB0978  NGVD 29 (??/??/92)  375.755  (m)         1232.79   (f) ADJ UNCH    ?  
 GB0978
 GB0978.Superseded values are not recommended for survey control.
 GB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0978.See file dsdata.txt to determine how the superseded data were derived.
 GB0978
 GB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF035252(NAD 83)
 GB0978_MARKER: O = CHISELED CIRCLE
 GB0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0978_SP_SET: WINGWALL CAPSTONE
 GB0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0978
 GB0978  HISTORY     - Date     Condition        Report By
 GB0978  HISTORY     - UNK      MONUMENTED       CGS
 GB0978  HISTORY     - 1934     GOOD             NGS
 GB0978
 GB0978                          STATION DESCRIPTION
 GB0978
 GB0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0978'9.7 MI E FROM ALLARDT.
 GB0978'IN MORGAN COUNTY, 9.7 MILES EAST ALONG STATE HIGHWAY 52 FROM
 GB0978'ALLARDT, FENTRESS COUNTY, A THE NORTHWEST WING WALL OF THE
 GB0978'BRIDGE OVER CLEAR CREEK, AND ON THE TOP OF THE SANDSTONE CAPSTONE.
 GB0978'A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0605 ***********************************************************************
 GA0605  DESIGNATION -  1
 GA0605  PID         -  GA0605
 GA0605  STATE/COUNTY-  TN/UNICOI
 GA0605  USGS QUAD   -  UNICOI (1978)
 GA0605
 GA0605                         *CURRENT SURVEY CONTROL
 GA0605  ___________________________________________________________________
 GA0605* NAD 83(1986)-  36 11 38.     (N)    082 21 00.     (W)     SCALED    
 GA0605* NAVD 88     -       587.544  (meters)    1927.63   (feet)  ADJUSTED  
 GA0605  ___________________________________________________________________
 GA0605  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0605  DYNAMIC HT  -         586.964 (meters)    1925.73  (feet)  COMP
 GA0605  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 GA0605
 GA0605  VERT ORDER  -  SECOND    CLASS 0
 GA0605
 GA0605.The horizontal coordinates were scaled from a topographic map and have
 GA0605.an estimated accuracy of +/- 6 seconds.
 GA0605
 GA0605.The orthometric height was determined by differential leveling
 GA0605.and adjusted by the National Geodetic Survey in June 1991..
 GA0605
 GA0605.The geoid height was determined by GEOID03.
 GA0605
 GA0605.The dynamic height is computed by dividing the NAVD 88
 GA0605.geopotential number by the normal gravity value computed on the
 GA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0605.degrees latitude (g = 980.6199 gals.).
 GA0605
 GA0605.The modeled gravity was interpolated from observed gravity values.
 GA0605
 GA0605;                    North         East    Units  Estimated Accuracy
 GA0605;SPC TN       -   212,550.      928,200.      MT  (+/- 180 meters Scaled)
 GA0605
 GA0605                          SUPERSEDED SURVEY CONTROL
 GA0605
 GA0605  NGVD 29 (??/??/92)  587.65   (m)         1928.0    (f) COMPUTED    2 0
 GA0605
 GA0605.Superseded values are not recommended for survey control.
 GA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0605.See file dsdata.txt to determine how the superseded data were derived.
 GA0605
 GA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA786062(NAD 83)
 GA0605_MARKER: B = BOLT
 GA0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0605_SP_SET: ABUTMENT
 GA0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0605
 GA0605  HISTORY     - Date     Condition        Report By
 GA0605  HISTORY     - UNK      MONUMENTED       NWRR
 GA0605  HISTORY     - 1935     GOOD             NGS
 GA0605
 GA0605                          STATION DESCRIPTION
 GA0605
 GA0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0605'AT UNICOI.
 GA0605'AT UNICOI, UNICOI COUNTY, ON THE CLINCHFIELD RAILROAD, 0.2 MILE
 GA0605'SOUTH OF THE STATION, AT A BRIDGE OVER A SMALL CREEK, 6 FEET WEST
 GA0605'OF THE WEST RAIL, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT,
 GA0605'AND 10 FEET LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1186 ***********************************************************************
 FC1186  DESIGNATION -  1
 FC1186  PID         -  FC1186
 FC1186  STATE/COUNTY-  TN/HAMILTON
 FC1186  USGS QUAD   -  CHATTANOOGA (1976)
 FC1186
 FC1186                         *CURRENT SURVEY CONTROL
 FC1186  ___________________________________________________________________
 FC1186* NAD 83(1986)-  35 02 15.     (N)    085 18 26.     (W)     SCALED    
 FC1186* NAVD 88     -       205.916  (meters)     675.58   (feet)  ADJUSTED  
 FC1186  ___________________________________________________________________
 FC1186  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1186  DYNAMIC HT  -         205.712 (meters)     674.91  (feet)  COMP
 FC1186  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1186
 FC1186  VERT ORDER  -  FIRST     CLASS II
 FC1186
 FC1186.The horizontal coordinates were scaled from a topographic map and have
 FC1186.an estimated accuracy of +/- 6 seconds.
 FC1186
 FC1186.The orthometric height was determined by differential leveling
 FC1186.and adjusted by the National Geodetic Survey in June 1991..
 FC1186
 FC1186.The geoid height was determined by GEOID03.
 FC1186
 FC1186.The dynamic height is computed by dividing the NAVD 88
 FC1186.geopotential number by the normal gravity value computed on the
 FC1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1186.degrees latitude (g = 980.6199 gals.).
 FC1186
 FC1186.The modeled gravity was interpolated from observed gravity values.
 FC1186
 FC1186;                    North         East    Units  Estimated Accuracy
 FC1186;SPC TN       -    78,350.      663,220.      MT  (+/- 180 meters Scaled)
 FC1186
 FC1186                          SUPERSEDED SURVEY CONTROL
 FC1186
 FC1186  NGVD 29 (??/??/92)  205.951  (m)          675.69   (f) ADJ UNCH    1 2
 FC1186
 FC1186.Superseded values are not recommended for survey control.
 FC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1186.See file dsdata.txt to determine how the superseded data were derived.
 FC1186
 FC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD544785(NAD 83)
 FC1186_MARKER: DD = SURVEY DISK
 FC1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1186_MARK LOGO: TNGS  
 FC1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1186+STABILITY: SURFACE MOTION
 FC1186
 FC1186  HISTORY     - Date     Condition        Report By
 FC1186  HISTORY     - UNK      MONUMENTED       TNGS
 FC1186  HISTORY     - 1950     GOOD             NGS
 FC1186  HISTORY     - 1983     GOOD             NGS
 FC1186
 FC1186                          STATION DESCRIPTION
 FC1186
 FC1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1186'AT CHATTANOOGA.
 FC1186'AT CHATTANOOGA, AT THE MARKET STREET ENTRANCE TO THE TERMINAL
 FC1186'STATION, IN A SMALL LAWN, 25 1/2 FEET NORTH OF THE CENTER OF
 FC1186'THE MAIN ENTRANCE TO THE BUILDING, 6 FEET EAST OF THE EAST
 FC1186'CURB OF A SIDE WALK, ABOUT 2 FEET ABOVE THE SIDE WALK AND SET
 FC1186'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 FC1186
 FC1186                          STATION RECOVERY (1983)
 FC1186
 FC1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0955 ***********************************************************************
 FE0955  DESIGNATION -  1
 FE0955  PID         -  FE0955
 FE0955  STATE/COUNTY-  TN/LAUDERDALE
 FE0955  USGS QUAD   -  FOWLKES (1983)
 FE0955
 FE0955                         *CURRENT SURVEY CONTROL
 FE0955  ___________________________________________________________________
 FE0955* NAD 83(1986)-  35 52 54.     (N)    089 25 24.     (W)     SCALED    
 FE0955* NAVD 88     -       124.125  (meters)     407.23   (feet)  ADJUSTED  
 FE0955  ___________________________________________________________________
 FE0955  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0955  DYNAMIC HT  -         124.019 (meters)     406.89  (feet)  COMP
 FE0955  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0955
 FE0955  VERT ORDER  -  FIRST     CLASS I
 FE0955
 FE0955.The horizontal coordinates were scaled from a topographic map and have
 FE0955.an estimated accuracy of +/- 6 seconds.
 FE0955
 FE0955.The orthometric height was determined by differential leveling
 FE0955.and adjusted by the National Geodetic Survey in June 1991..
 FE0955
 FE0955.The geoid height was determined by GEOID03.
 FE0955
 FE0955.The dynamic height is computed by dividing the NAVD 88
 FE0955.geopotential number by the normal gravity value computed on the
 FE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0955.degrees latitude (g = 980.6199 gals.).
 FE0955
 FE0955.The modeled gravity was interpolated from observed gravity values.
 FE0955
 FE0955;                    North         East    Units  Estimated Accuracy
 FE0955;SPC TN       -   177,190.      290,960.      MT  (+/- 180 meters Scaled)
 FE0955
 FE0955                          SUPERSEDED SURVEY CONTROL
 FE0955
 FE0955  NGVD 29 (??/??/??)  124.067  (m)          407.04   (f) ADJUSTED    1 1
 FE0955
 FE0955.Superseded values are not recommended for survey control.
 FE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0955.See file dsdata.txt to determine how the superseded data were derived.
 FE0955
 FE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE812735(NAD 83)
 FE0955_MARKER: DD = SURVEY DISK
 FE0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0955_SP_SET: OVERPASS
 FE0955_STAMPING: NO 1
 FE0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0955
 FE0955  HISTORY     - Date     Condition        Report By
 FE0955  HISTORY     - UNK      MONUMENTED       TNHD
 FE0955  HISTORY     - 1974     GOOD             NGS
 FE0955  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0955
 FE0955                          STATION DESCRIPTION
 FE0955
 FE0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0955'1.6 MI W FROM HALLS.
 FE0955'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0955'BAPTIST CHURCH AT HALLS, SET HORIZONTALLY IN THE TOP OF THE
 FE0955'NORTHWEST END OF THE SOUTHWEST CONCRETE GUARD RAIL FOR HIGHWAY
 FE0955'88 OVERPASS OVER U.S. HIGHWAY 51, 15.2 FEET SOUTH-SOUTHWEST OF
 FE0955'THE CENTER LINE OF HIGHWAY 88, 3.9 FEET EAST-SOUTHEAST OF THE
 FE0955'EAST END OF THE GUARD RAIL ON THE SOUTH SIDE OF HIGHWAY 88, 0.6
 FE0955'FOOT ABOVE HIGHWAY.
 FE0955
 FE0955                          STATION RECOVERY (2002)
 FE0955
 FE0955'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0955'MARK DESTROYED. OVERPASS REBUILT IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2391 ***********************************************************************
 FB2391  DESIGNATION -  1
 FB2391  PID         -  FB2391
 FB2391  STATE/COUNTY-  TN/BLOUNT
 FB2391  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2391
 FB2391                         *CURRENT SURVEY CONTROL
 FB2391  ___________________________________________________________________
 FB2391* NAD 83(1986)-  35 44 26.     (N)    083 59 21.     (W)     SCALED    
 FB2391* NAVD 88     -       315.234  (meters)    1034.23   (feet)  ADJUSTED  
 FB2391  ___________________________________________________________________
 FB2391  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FB2391  DYNAMIC HT  -         314.936 (meters)    1033.25  (feet)  COMP
 FB2391  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FB2391
 FB2391  VERT ORDER  -  FIRST     CLASS II
 FB2391
 FB2391.The horizontal coordinates were scaled from a topographic map and have
 FB2391.an estimated accuracy of +/- 6 seconds.
 FB2391
 FB2391.The orthometric height was determined by differential leveling
 FB2391.and adjusted by the National Geodetic Survey in June 1991..
 FB2391
 FB2391.The geoid height was determined by GEOID03.
 FB2391
 FB2391.The dynamic height is computed by dividing the NAVD 88
 FB2391.geopotential number by the normal gravity value computed on the
 FB2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2391.degrees latitude (g = 980.6199 gals.).
 FB2391
 FB2391.The modeled gravity was interpolated from observed gravity values.
 FB2391
 FB2391;                    North         East    Units  Estimated Accuracy
 FB2391;SPC TN       -   158,000.      781,870.      MT  (+/- 180 meters Scaled)
 FB2391
 FB2391                          SUPERSEDED SURVEY CONTROL
 FB2391
 FB2391  NGVD 29 (12/12/91)  315.354  (m)         1034.62   (f) ADJUSTED    1 2
 FB2391
 FB2391.Superseded values are not recommended for survey control.
 FB2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2391.See file dsdata.txt to determine how the superseded data were derived.
 FB2391
 FB2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV296592(NAD 83)
 FB2391_MARKER: DD = SURVEY DISK
 FB2391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB2391_SP_SET: SIDEWALK
 FB2391_STAMPING: 1
 FB2391_MARK LOGO: TNDT  
 FB2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2391
 FB2391  HISTORY     - Date     Condition        Report By
 FB2391  HISTORY     - UNK      MONUMENTED       TNDT
 FB2391  HISTORY     - 1983     GOOD             NGS
 FB2391
 FB2391                          STATION DESCRIPTION
 FB2391
 FB2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2391'IN MARYVILLE.
 FB2391'IN MARYVILLE, ALONG U.S. HIGHWAYS 129 AND 441 (WEST BROADWAY AVENUE),
 FB2391'IN TOP OF THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER U.S. HIGHWAY
 FB2391'NORTH 129 BYPASS, 4.66 METERS (15.3 FT) NORTHWEST OF THE CENTERLINE
 FB2391'OF THE HIGHWAYS, 1.95 METERS (6.4 FT) NORTH-NORTHEAST OF THE
 FB2391'SOUTH-SOUTHWEST END OF A STEEL GUARDRAIL, 0.66 METER (2.2 FT)
 FB2391'SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST EDGE OF THE CURBING, 0.32 METER
 FB2391'(1.0 FT) NORTHWEST OF THE SOUTHEAST CURB.
 FB2391'THE MARK IS 4.65 METERS  SSW FROM A WITNESS POST.
 FB2391'THE MARK IS 0.30 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0405 ***********************************************************************
 GC0405  DESIGNATION -  1
 GC0405  PID         -  GC0405
 GC0405  STATE/COUNTY-  TN/DAVIDSON
 GC0405  USGS QUAD   -  ANTIOCH (1983)
 GC0405
 GC0405                         *CURRENT SURVEY CONTROL
 GC0405  ___________________________________________________________________
 GC0405* NAD 83(1986)-  36 06 47.     (N)    086 41 21.     (W)     SCALED    
 GC0405* NAVD 88     -       181.441  (meters)     595.28   (feet)  ADJUSTED  
 GC0405  ___________________________________________________________________
 GC0405  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0405  DYNAMIC HT  -         181.286 (meters)     594.77  (feet)  COMP
 GC0405  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0405
 GC0405  VERT ORDER  -  FIRST     CLASS II
 GC0405
 GC0405.This mark is at Nashville Intl Airport (BNA)
 GC0405
 GC0405.The horizontal coordinates were scaled from a topographic map and have
 GC0405.an estimated accuracy of +/- 6 seconds.
 GC0405
 GC0405.The orthometric height was determined by differential leveling
 GC0405.and adjusted by the National Geodetic Survey in June 1991..
 GC0405
 GC0405.The geoid height was determined by GEOID03.
 GC0405
 GC0405.The dynamic height is computed by dividing the NAVD 88
 GC0405.geopotential number by the normal gravity value computed on the
 GC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0405.degrees latitude (g = 980.6199 gals.).
 GC0405
 GC0405.The modeled gravity was interpolated from observed gravity values.
 GC0405
 GC0405;                    North         East    Units  Estimated Accuracy
 GC0405;SPC TN       -   197,680.      537,950.      MT  (+/- 180 meters Scaled)
 GC0405
 GC0405                          SUPERSEDED SURVEY CONTROL
 GC0405
 GC0405  NGVD 29 (??/??/92)  181.463  (m)          595.35   (f) ADJ UNCH    1 2
 GC0405
 GC0405.Superseded values are not recommended for survey control.
 GC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0405.See file dsdata.txt to determine how the superseded data were derived.
 GC0405
 GC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE279965(NAD 83)
 GC0405_MARKER: DD = SURVEY DISK
 GC0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0405_STAMPING: 1
 GC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0405+STABILITY: SURFACE MOTION
 GC0405
 GC0405  HISTORY     - Date     Condition        Report By
 GC0405  HISTORY     - UNK      MONUMENTED       DOD
 GC0405  HISTORY     - 1949     GOOD             NGS
 GC0405  HISTORY     - 1959     GOOD             USE
 GC0405
 GC0405                          STATION DESCRIPTION
 GC0405
 GC0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0405'7.4 MI SE FROM NASHVILLE.
 GC0405'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0405'LOUIS RAILWAY FROM THE STATION AT NASHVILLE, THENCE ABOUT 1.0
 GC0405'MILE NORTHEAST ALONG A SPUR TRACK LEADING TO BERRY FIELD, THENCE
 GC0405'ABOUT 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 70S, AT THE SOUTHWEST
 GC0405'CORNER OF THE AIRFIELD, AT THE EAST END OF A STONE FENCE, AND
 GC0405'AT THE JUNCTION OF THE HIGHWAY AND MC GAVOCK PIKE LEADING SOUTH
 GC0405'50 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE WEST
 GC0405'BOUND TRAFFIC LANE OF THE HIGHWAY AND MC GAVOCK PIKE, 29 FEET
 GC0405'NORTH OF THE CENTER LINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 GC0405'26 1/2 FEET WEST OF THE CENTER LINE OF GATE 2 TO BERRY FIELD,
 GC0405'2.8 FEET SOUTH-SOUTHEAST OF THE CENTER OF A CURVE IN STONE FENCE
 GC0405'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC0405'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GC0405'PROJECTING 2 INCHES.
 GC0405
 GC0405                          STATION RECOVERY (1959)
 GC0405
 GC0405'RECOVERY NOTE BY US ENGINEERS 1959
 GC0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1408 ***********************************************************************
 FC1408  DESIGNATION -  1
 FC1408  PID         -  FC1408
 FC1408  STATE/COUNTY-  TN/GRUNDY
 FC1408  USGS QUAD   -  ALTO (1947)
 FC1408
 FC1408                         *CURRENT SURVEY CONTROL
 FC1408  ___________________________________________________________________
 FC1408* NAD 83(1986)-  35 17 12.     (N)    085 53 40.     (W)     SCALED    
 FC1408* NAVD 88     -       304.783  (meters)     999.94   (feet)  ADJUSTED  
 FC1408  ___________________________________________________________________
 FC1408  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1408  DYNAMIC HT  -         304.486 (meters)     998.97  (feet)  COMP
 FC1408  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FC1408
 FC1408  VERT ORDER  -  SECOND    CLASS 0
 FC1408
 FC1408.The horizontal coordinates were scaled from a topographic map and have
 FC1408.an estimated accuracy of +/- 6 seconds.
 FC1408
 FC1408.The orthometric height was determined by differential leveling
 FC1408.and adjusted by the National Geodetic Survey in June 1991..
 FC1408
 FC1408.The geoid height was determined by GEOID03.
 FC1408
 FC1408.The dynamic height is computed by dividing the NAVD 88
 FC1408.geopotential number by the normal gravity value computed on the
 FC1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1408.degrees latitude (g = 980.6199 gals.).
 FC1408
 FC1408.The modeled gravity was interpolated from observed gravity values.
 FC1408
 FC1408;                    North         East    Units  Estimated Accuracy
 FC1408;SPC TN       -   105,780.      609,600.      MT  (+/- 180 meters Scaled)
 FC1408
 FC1408                          SUPERSEDED SURVEY CONTROL
 FC1408
 FC1408  NGVD 29 (??/??/92)  304.781  (m)          999.94   (f) ADJ UNCH    2 0
 FC1408
 FC1408.Superseded values are not recommended for survey control.
 FC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1408.See file dsdata.txt to determine how the superseded data were derived.
 FC1408
 FC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE005053(NAD 83)
 FC1408_MARKER: DD = SURVEY DISK
 FC1408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1408_SP_SET: BRIDGE
 FC1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1408
 FC1408  HISTORY     - Date     Condition        Report By
 FC1408  HISTORY     - UNK      MONUMENTED       TNHD
 FC1408  HISTORY     - 1962     GOOD             NGS
 FC1408
 FC1408                          STATION DESCRIPTION
 FC1408
 FC1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1408'2 MI SW FROM PELHAM.
 FC1408'THE MARK IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF PELHAM ON
 FC1408'INTERSTATE HIGHWAY 24.  TO REACH THE MARK FROM THE OVERPASS OF
 FC1408'TENNESSEE STATE HIGHWAY 50 AND INTERSTATE HIGHWAY 24 ABOUT 1.50
 FC1408'MILES SOUTHWEST OF PELHAM, GO SOUTHEAST ON INTERSTATE HIGHWAY 24
 FC1408'0.9 MILE TO THE MARK SET IN THE CENTER OF THE SIDEWALK OF WEST
 FC1408'BOUND LANE OF HIGHWAY, 69.0 FEET SOUTHEAST OF NORTHWEST END OF
 FC1408'BRIDGE OVER ELK RIVER, 16.5 FEET SOUTHWEST OF CENTER LINE OF WEST
 FC1408'BOUND LANE OF HIGHWAY.  A TENNESSEE DEPARTMENT OF HIGHWAY DISK
 FC1408'DRILLED IN A BRIDGE OVER ELK RIVER AND IS ABOUT ONE FOOT ABOVE
 FC1408'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0594 ***********************************************************************
 FE0594  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0594  DESIGNATION -  1
 FE0594  PID         -  FE0594
 FE0594  STATE/COUNTY-  TN/MADISON
 FE0594  USGS QUAD   -  WESTOVER (1981)
 FE0594
 FE0594                         *CURRENT SURVEY CONTROL
 FE0594  ___________________________________________________________________
 FE0594* NAD 83(1995)-  35 37 22.31704(N)    088 58 58.97179(W)     ADJUSTED  
 FE0594* NAVD 88     -       137.33   (meters)     450.6    (feet)  GPS OBS   
 FE0594  ___________________________________________________________________
 FE0594  X           -      92,123.482 (meters)                     COMP
 FE0594  Y           -  -5,189,754.280 (meters)                     COMP
 FE0594  Z           -   3,694,321.146 (meters)                     COMP
 FE0594  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE0594  ELLIP HEIGHT-         109.16  (meters)          (04/05/04) GPS OBS
 FE0594  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0594  DYNAMIC HT  -         137.21  (meters)     450.2   (feet)  COMP
 FE0594  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FE0594
 FE0594  HORZ ORDER  -  B
 FE0594  VERT ORDER  -  THIRD (See Below)
 FE0594  ELLP ORDER  -  FOURTH    CLASS II
 FE0594
 FE0594.The horizontal coordinates were established by GPS observations
 FE0594.and adjusted by the National Geodetic Survey in April 2004..
 FE0594
 FE0594.The orthometric height was determined by GPS observations and a
 FE0594.high-resolution geoid model using precise GPS observation and
 FE0594.processing techniques. It supersedes the leveled height previously
 FE0594.determined for this station.
 FE0594.The vertical order pertains to the first NAVD 88 superseded value.
 FE0594
 FE0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0594
 FE0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0594
 FE0594.The ellipsoidal height was determined by GPS observations
 FE0594.and is referenced to NAD 83.
 FE0594
 FE0594.The geoid height was determined by GEOID03.
 FE0594
 FE0594.The dynamic height is computed by dividing the NAVD 88
 FE0594.geopotential number by the normal gravity value computed on the
 FE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0594.degrees latitude (g = 980.6199 gals.).
 FE0594
 FE0594.The modeled gravity was interpolated from observed gravity values.
 FE0594
 FE0594;                    North         East     Units Scale Factor Converg.
 FE0594;SPC TN       -   147,190.371   329,816.621   MT  0.99995516   -1 44 47.0
 FE0594;SPC TN       -   482,907.08  1,082,073.36   sFT  0.99995516   -1 44 47.0
 FE0594;UTM  16      - 3,943,930.633   320,413.914   MT  0.99999744   -1 09 19.2
 FE0594
 FE0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0594!SPC TN       -   0.99998287  x   0.99995516  =   0.99993803
 FE0594!UTM  16      -   0.99998287  x   0.99999744  =   0.99998031
 FE0594
 FE0594                          SUPERSEDED SURVEY CONTROL
 FE0594
 FE0594  NAVD 88 (06/15/91)  137.274  (m)          450.37   (f) ADJUSTED    2 0
 FE0594  NGVD 29 (??/??/??)  137.299  (m)          450.46   (f) ADJUSTED    2 0
 FE0594
 FE0594.Superseded values are not recommended for survey control.
 FE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0594.See file dsdata.txt to determine how the superseded data were derived.
 FE0594
 FE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2041443931(NAD 83)
 FE0594_MARKER: DD = SURVEY DISK
 FE0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0594_SP_SET: OVERPASS
 FE0594_MARK LOGO: TNHD  
 FE0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0594+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0594
 FE0594  HISTORY     - Date     Condition        Report By
 FE0594  HISTORY     - UNK      MONUMENTED       TNHD
 FE0594  HISTORY     - 1959     GOOD             CGS
 FE0594  HISTORY     - 20020603 GOOD             USACE
 FE0594
 FE0594                          STATION DESCRIPTION
 FE0594
 FE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0594'16.3 MI E FROM BROWNSVILLE.
 FE0594'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0594'BROWNSVILLE, THENCE 6.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0594'HIGHWAY 40.  IT IS A DISK SET IN THE NORTHWEST END OF AN OVERPASS
 FE0594'OVER INTERSTATE HIGHWAY 40, 14.5 FEET SOUTH OF THE NORTH END
 FE0594'OF THE NORTHWEST WALKWAY OF THE OVERPASS.
 FE0594
 FE0594                          STATION RECOVERY (2002)
 FE0594
 FE0594'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0333 ***********************************************************************
 FF0333  DESIGNATION -  1
 FF0333  PID         -  FF0333
 FF0333  STATE/COUNTY-  TN/SHELBY
 FF0333  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0333
 FF0333                         *CURRENT SURVEY CONTROL
 FF0333  ___________________________________________________________________
 FF0333* NAD 83(1986)-  35 10 21.     (N)    090 02 40.     (W)     SCALED    
 FF0333* NAVD 88     -        70.630  (meters)     231.73   (feet)  ADJUSTED  
 FF0333  ___________________________________________________________________
 FF0333  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0333  DYNAMIC HT  -          70.566 (meters)     231.52  (feet)  COMP
 FF0333  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0333
 FF0333  VERT ORDER  -  FIRST     CLASS I
 FF0333
 FF0333.The horizontal coordinates were scaled from a topographic map and have
 FF0333.an estimated accuracy of +/- 6 seconds.
 FF0333
 FF0333.The orthometric height was determined by differential leveling
 FF0333.and adjusted by the National Geodetic Survey in June 1991..
 FF0333
 FF0333.The geoid height was determined by GEOID03.
 FF0333
 FF0333.The dynamic height is computed by dividing the NAVD 88
 FF0333.geopotential number by the normal gravity value computed on the
 FF0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0333.degrees latitude (g = 980.6199 gals.).
 FF0333
 FF0333.The modeled gravity was interpolated from observed gravity values.
 FF0333
 FF0333;                    North         East    Units  Estimated Accuracy
 FF0333;SPC TN       -   100,720.      231,670.      MT  (+/- 180 meters Scaled)
 FF0333
 FF0333                          SUPERSEDED SURVEY CONTROL
 FF0333
 FF0333  NGVD 29 (??/??/??)   70.591  (m)          231.60   (f) ADJUSTED    1 1
 FF0333
 FF0333.Superseded values are not recommended for survey control.
 FF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0333.See file dsdata.txt to determine how the superseded data were derived.
 FF0333
 FF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU691961(NAD 83)
 FF0333_MARKER: DD = SURVEY DISK
 FF0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0333_STAMPING: BM 1 72
 FF0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0333+STABILITY: SURFACE MOTION
 FF0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0333+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0333
 FF0333  HISTORY     - Date     Condition        Report By
 FF0333  HISTORY     - UNK      MONUMENTED       DOD
 FF0333  HISTORY     - 1974     GOOD             NGS
 FF0333  HISTORY     - 19940720 GOOD             TN1620
 FF0333  HISTORY     - 20021024 GOOD             USACE
 FF0333
 FF0333                          STATION DESCRIPTION
 FF0333
 FF0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0333'AT MEMPHIS.
 FF0333'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, ABOUT 360 FEET
 FF0333'EAST OF THE MARBLE BAYOU PUMPING STATION, 265 1/2 FEET EAST OF THE
 FF0333'EAST RAIL OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD, 160 FEET
 FF0333'WEST OF THE CENTER LINE OF NORTH SECOND STREET, 70 FEET EAST OF
 FF0333'POWER POLE 83065, 22.2 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FF0333'OF A METAL BUILDING, 12.2 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FF0333'OF A METAL BUILDING, 22 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 FF0333'DRIVEWAY AND IN THE TOP OF A CONCRETE POST 3-INCHES UNDERGROUND.
 FF0333
 FF0333                          STATION RECOVERY (1994)
 FF0333
 FF0333'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0333'RECOVERED IN GOOD CONDITION.
 FF0333
 FF0333                          STATION RECOVERY (2002)
 FF0333
 FF0333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0333'ADD TO DESCRIPTION
 FF0333'MARK IS 9 FT W OF W FACE OF METAL BUILDING AND 12 FT E OF A CHAIN LINK
 FF0333'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2223 ***********************************************************************
 GC2223  DESIGNATION -  1
 GC2223  PID         -  GC2223
 GC2223  STATE/COUNTY-  TN/DAVIDSON
 GC2223  USGS QUAD   -  ANTIOCH (1983)
 GC2223
 GC2223                         *CURRENT SURVEY CONTROL
 GC2223  ___________________________________________________________________
 GC2223* NAD 83(1995)-  36 06 47.18234(N)    086 41 20.55767(W)     ADJUSTED  
 GC2223* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 GC2223  ___________________________________________________________________
 GC2223  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2223  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2223
 GC2223  HORZ ORDER  -  SECOND
 GC2223
 GC2223.The horizontal coordinates were established by classical geodetic methods
 GC2223.and adjusted by the National Geodetic Survey in April 1999..
 GC2223
 GC2223.The orthometric height was scaled from a topographic map.
 GC2223
 GC2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2223
 GC2223.The geoid height was determined by GEOID03.
 GC2223
 GC2223;                    North         East     Units Scale Factor Converg.
 GC2223;SPC TN       -   197,683.543   537,965.086   MT  0.99996022   -0 24 12.2
 GC2223;SPC TN       -   648,566.76  1,764,973.79   sFT  0.99996022   -0 24 12.2
 GC2223;UTM  16      - 3,996,538.462   527,985.711   MT  0.99960965   +0 10 59.8
 GC2223
 GC2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2223!SPC TN       -   0.99997602  x   0.99996022  =   0.99993624
 GC2223!UTM  16      -   0.99997602  x   0.99960965  =   0.99958568
 GC2223
 GC2223                          SUPERSEDED SURVEY CONTROL
 GC2223
 GC2223  NAD 83(1995)-  36 06 47.18468(N)    086 41 20.55995(W) AD(       ) 2
 GC2223  NAD 83(1995)-  36 06 47.18676(N)    086 41 20.55920(W) AD(       ) 2
 GC2223  NAD 83(1986)-  36 06 47.19251(N)    086 41 20.56057(W) AD(       ) 2
 GC2223  NAD 27      -  36 06 46.98600(N)    086 41 20.56800(W) AD(       ) 2
 GC2223
 GC2223.Superseded values are not recommended for survey control.
 GC2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2223.See file dsdata.txt to determine how the superseded data were derived.
 GC2223
 GC2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2798696538(NAD 83)
 GC2223_MARKER: DD = SURVEY DISK
 GC2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2223_MARK LOGO: USE   
 GC2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2223+STABILITY: SURFACE MOTION
 GC2223
 GC2223  HISTORY     - Date     Condition        Report By
 GC2223  HISTORY     - 1953     MONUMENTED       USE
 GC2223
 GC2223                          STATION DESCRIPTION
 GC2223
 GC2223'DESCRIBED BY US ENGINEERS 1953 (ELJ)
 GC2223'SEE STATION NO 2509 (TNGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1689 ***********************************************************************
 GC1689  DESIGNATION -  1 1
 GC1689  PID         -  GC1689
 GC1689  STATE/COUNTY-  TN/HUMPHREYS
 GC1689  USGS QUAD   -  WAVERLY (1987)
 GC1689
 GC1689                         *CURRENT SURVEY CONTROL
 GC1689  ___________________________________________________________________
 GC1689* NAD 83(1986)-  36 04 58.     (N)    087 47 40.     (W)     SCALED    
 GC1689* NAVD 88     -       165.451  (meters)     542.82   (feet)  ADJUSTED  
 GC1689  ___________________________________________________________________
 GC1689  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1689  DYNAMIC HT  -         165.308 (meters)     542.35  (feet)  COMP
 GC1689  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GC1689
 GC1689  VERT ORDER  -  SECOND    CLASS 0
 GC1689
 GC1689.The horizontal coordinates were scaled from a topographic map and have
 GC1689.an estimated accuracy of +/- 6 seconds.
 GC1689
 GC1689.The orthometric height was determined by differential leveling
 GC1689.and adjusted by the National Geodetic Survey in June 1991..
 GC1689
 GC1689.The geoid height was determined by GEOID03.
 GC1689
 GC1689.The dynamic height is computed by dividing the NAVD 88
 GC1689.geopotential number by the normal gravity value computed on the
 GC1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1689.degrees latitude (g = 980.6199 gals.).
 GC1689
 GC1689.The modeled gravity was interpolated from observed gravity values.
 GC1689
 GC1689;                    North         East    Units  Estimated Accuracy
 GC1689;SPC TN       -   195,580.      438,390.      MT  (+/- 180 meters Scaled)
 GC1689
 GC1689                          SUPERSEDED SURVEY CONTROL
 GC1689
 GC1689  NGVD 29 (??/??/??)  165.51   (m)          543.0    (f) RESET       3  
 GC1689
 GC1689.Superseded values are not recommended for survey control.
 GC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1689.See file dsdata.txt to determine how the superseded data were derived.
 GC1689
 GC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284934(NAD 83)
 GC1689_MARKER: DB = BENCH MARK DISK
 GC1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1689_STAMPING: 1-1-1961
 GC1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1689+STABILITY: SURFACE MOTION
 GC1689
 GC1689  HISTORY     - Date     Condition        Report By
 GC1689  HISTORY     - 1961     MONUMENTED       TNHD
 GC1689  HISTORY     - 1972     GOOD             TVA
 GC1689
 GC1689                          STATION DESCRIPTION
 GC1689
 GC1689'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1689'AT WAVERLY.
 GC1689'AT THE COURTHOUSE IN WAVERLY.  IN THE N.E. CORNER OF THE
 GC1689'COURTHOUSE LAWN, 12 FEET WEST OF THE NORTH AND SOUTH SIDEWALK,
 GC1689'12 FEET SOUTH OF THE EAST AND WEST SIDEWALK, AND 4.1 FEET SOUTH
 GC1689'OF A 14 INCH MAPLE TREE.  THE MARK IS A STANDARD TENNESSEE
 GC1689'BENCH MARK IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE
 GC1689'GROUND AND STAMPED 1-1 1961.
 GC1689
 GC1689                          STATION RECOVERY (1972)
 GC1689
 GC1689'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0505 ***********************************************************************
 GB0505  DESIGNATION -  1 13 8
 GB0505  PID         -  GB0505
 GB0505  STATE/COUNTY-  TN/ANDERSON
 GB0505  USGS QUAD   -  CLINTON (1990)
 GB0505
 GB0505                         *CURRENT SURVEY CONTROL
 GB0505  ___________________________________________________________________
 GB0505* NAD 83(1986)-  36 04 14.     (N)    084 14 48.     (W)     SCALED    
 GB0505* NAVD 88     -       261.617  (meters)     858.32   (feet)  ADJUSTED  
 GB0505  ___________________________________________________________________
 GB0505  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB0505  DYNAMIC HT  -         261.378 (meters)     857.54  (feet)  COMP
 GB0505  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GB0505
 GB0505  VERT ORDER  -  FIRST     CLASS I
 GB0505
 GB0505.The horizontal coordinates were scaled from a topographic map and have
 GB0505.an estimated accuracy of +/- 6 seconds.
 GB0505
 GB0505.The orthometric height was determined by differential leveling
 GB0505.and adjusted by the National Geodetic Survey in June 1991..
 GB0505
 GB0505.The geoid height was determined by GEOID03.
 GB0505
 GB0505.The dynamic height is computed by dividing the NAVD 88
 GB0505.geopotential number by the normal gravity value computed on the
 GB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0505.degrees latitude (g = 980.6199 gals.).
 GB0505
 GB0505.The modeled gravity was interpolated from observed gravity values.
 GB0505
 GB0505;                    North         East    Units  Estimated Accuracy
 GB0505;SPC TN       -   194,160.      757,930.      MT  (+/- 180 meters Scaled)
 GB0505
 GB0505                          SUPERSEDED SURVEY CONTROL
 GB0505
 GB0505  NGVD 29 (??/??/92)  261.750  (m)          858.76   (f) ADJ UNCH    1 1
 GB0505
 GB0505.Superseded values are not recommended for survey control.
 GB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0505.See file dsdata.txt to determine how the superseded data were derived.
 GB0505
 GB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479952(NAD 83)
 GB0505_MARKER: DD = SURVEY DISK
 GB0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0505_STAMPING: 1 13 8
 GB0505_MARK LOGO: TNDG  
 GB0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0505+STABILITY: SURFACE MOTION
 GB0505
 GB0505  HISTORY     - Date     Condition        Report By
 GB0505  HISTORY     - UNK      MONUMENTED       TNDG
 GB0505  HISTORY     - 1967     GOOD             NGS
 GB0505
 GB0505                          STATION DESCRIPTION
 GB0505
 GB0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0505'6.4 MI E FROM OLIVER SPRINGS.
 GB0505'ABOUT 6.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0505'AT OLIVER SPRINGS, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 29,
 GB0505'ABOUT 0.15 MILE NORTHEAST OF A BLACK TOP ROAD CROSSING, 126 1/2
 GB0505'FEET SOUTH OF SEMAPHORE 292 D, 12.5 FEET WEST OF THE WEST
 GB0505'RAIL, 12 FEET EAST OF THE CENTER LINE OF A BLACK TOP ROAD, 4 FEET
 GB0505'NORTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 GB0505'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 2 FEET BELOW
 GB0505'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0505'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1427 ***********************************************************************
 GA1427  DESIGNATION -  1 20
 GA1427  PID         -  GA1427
 GA1427  STATE/COUNTY-  TN/HAWKINS
 GA1427  USGS QUAD   -  CHURCH HILL (1991)
 GA1427
 GA1427                         *CURRENT SURVEY CONTROL
 GA1427  ___________________________________________________________________
 GA1427* NAD 83(1986)-  36 32 36.     (N)    082 39 29.     (W)     SCALED    
 GA1427* NAVD 88     -       392.834  (meters)    1288.82   (feet)  ADJUSTED  
 GA1427  ___________________________________________________________________
 GA1427  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1427  DYNAMIC HT  -         392.480 (meters)    1287.66  (feet)  COMP
 GA1427  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GA1427
 GA1427  VERT ORDER  -  SECOND    CLASS 0
 GA1427
 GA1427.The horizontal coordinates were scaled from a topographic map and have
 GA1427.an estimated accuracy of +/- 6 seconds.
 GA1427
 GA1427.The orthometric height was determined by differential leveling
 GA1427.and adjusted by the National Geodetic Survey in June 1991..
 GA1427
 GA1427.The geoid height was determined by GEOID03.
 GA1427
 GA1427.The dynamic height is computed by dividing the NAVD 88
 GA1427.geopotential number by the normal gravity value computed on the
 GA1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1427.degrees latitude (g = 980.6199 gals.).
 GA1427
 GA1427.The modeled gravity was interpolated from observed gravity values.
 GA1427
 GA1427;                    North         East    Units  Estimated Accuracy
 GA1427;SPC TN       -   250,310.      899,190.      MT  (+/- 180 meters Scaled)
 GA1427
 GA1427                          SUPERSEDED SURVEY CONTROL
 GA1427
 GA1427  NGVD 29 (??/??/92)  392.999  (m)         1289.36   (f) ADJ UNCH    2 0
 GA1427
 GA1427.Superseded values are not recommended for survey control.
 GA1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1427.See file dsdata.txt to determine how the superseded data were derived.
 GA1427
 GA1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA515454(NAD 83)
 GA1427_MARKER: DD = SURVEY DISK
 GA1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1427_STAMPING: 1-20 1964
 GA1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1427+STABILITY: SURFACE MOTION
 GA1427
 GA1427  HISTORY     - Date     Condition        Report By
 GA1427  HISTORY     - 1964     MONUMENTED       TNHD
 GA1427
 GA1427                          STATION DESCRIPTION
 GA1427
 GA1427'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1427'3.5 MI NE FROM CHURCH HILL.
 GA1427'FROM THE INTERSECTION OF U.S. HIGHWAY 11W AND THE U.S. HIGHWAY
 GA1427'11W, KINGSPORT BY-PASS, GO WESTERLY 2.2 MILES TO THE MARK ON
 GA1427'THE RIGHT.  THE MARK IS LOCATED 23 FEET NORTHWEST OF THE APPROXIMATE
 GA1427'CENTER OF U.S. HIGHWAY 11W, 1 FOOT SOUTHEAST OF A WIRE FENCE AND
 GA1427'2.0 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GA1427'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1427'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1426 ***********************************************************************
 GA1426  DESIGNATION -  1 21
 GA1426  PID         -  GA1426
 GA1426  STATE/COUNTY-  TN/HAWKINS
 GA1426  USGS QUAD   -  CHURCH HILL (1991)
 GA1426
 GA1426                         *CURRENT SURVEY CONTROL
 GA1426  ___________________________________________________________________
 GA1426* NAD 83(1986)-  36 32 07.     (N)    082 40 27.     (W)     SCALED    
 GA1426* NAVD 88     -       392.197  (meters)    1286.73   (feet)  ADJUSTED  
 GA1426  ___________________________________________________________________
 GA1426  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1426  DYNAMIC HT  -         391.844 (meters)    1285.57  (feet)  COMP
 GA1426  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA1426
 GA1426  VERT ORDER  -  SECOND    CLASS 0
 GA1426
 GA1426.The horizontal coordinates were scaled from a topographic map and have
 GA1426.an estimated accuracy of +/- 6 seconds.
 GA1426
 GA1426.The orthometric height was determined by differential leveling
 GA1426.and adjusted by the National Geodetic Survey in June 1991..
 GA1426
 GA1426.The geoid height was determined by GEOID03.
 GA1426
 GA1426.The dynamic height is computed by dividing the NAVD 88
 GA1426.geopotential number by the normal gravity value computed on the
 GA1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1426.degrees latitude (g = 980.6199 gals.).
 GA1426
 GA1426.The modeled gravity was interpolated from observed gravity values.
 GA1426
 GA1426;                    North         East    Units  Estimated Accuracy
 GA1426;SPC TN       -   249,370.      897,780.      MT  (+/- 180 meters Scaled)
 GA1426
 GA1426                          SUPERSEDED SURVEY CONTROL
 GA1426
 GA1426  NGVD 29 (??/??/92)  392.363  (m)         1287.28   (f) ADJ UNCH    2 0
 GA1426
 GA1426.Superseded values are not recommended for survey control.
 GA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1426.See file dsdata.txt to determine how the superseded data were derived.
 GA1426
 GA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA501446(NAD 83)
 GA1426_MARKER: DD = SURVEY DISK
 GA1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1426_STAMPING: 1-21 1964
 GA1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1426+STABILITY: SURFACE MOTION
 GA1426
 GA1426  HISTORY     - Date     Condition        Report By
 GA1426  HISTORY     - 1964     MONUMENTED       TNHD
 GA1426
 GA1426                          STATION DESCRIPTION
 GA1426
 GA1426'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1426'2 MI NE FROM CHURCH HILL.
 GA1426'FROM THE INTERSECTION OF U.S. HIGHWAY 11W AND THE U.S. 11W
 GA1426'KINGSPORT BY-PASS, GO WESTERLY 3.25 MILES TO THE MARK ON THE
 GA1426'RIGHT.  THE MARK IS LOCATED 21 FEET NORTH OF THE CENTERLINE OF
 GA1426'U.S. HIGHWAY 11W, 2.4 FEET SOUTHWEST OF TELEPHONE POLE NO.
 GA1426'T-1124-33 AND 1.1 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 GA1426'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1426'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1419 ***********************************************************************
 GA1419  DESIGNATION -  1 22
 GA1419  PID         -  GA1419
 GA1419  STATE/COUNTY-  TN/HAWKINS
 GA1419  USGS QUAD   -  CHURCH HILL (1991)
 GA1419
 GA1419                         *CURRENT SURVEY CONTROL
 GA1419  ___________________________________________________________________
 GA1419* NAD 83(1986)-  36 31 20.     (N)    082 42 47.     (W)     SCALED    
 GA1419* NAVD 88     -       374.197  (meters)    1227.68   (feet)  ADJUSTED  
 GA1419  ___________________________________________________________________
 GA1419  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1419  DYNAMIC HT  -         373.860 (meters)    1226.57  (feet)  COMP
 GA1419  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA1419
 GA1419  VERT ORDER  -  SECOND    CLASS 0
 GA1419
 GA1419.The horizontal coordinates were scaled from a topographic map and have
 GA1419.an estimated accuracy of +/- 6 seconds.
 GA1419
 GA1419.The orthometric height was determined by differential leveling
 GA1419.and adjusted by the National Geodetic Survey in June 1991..
 GA1419
 GA1419.The geoid height was determined by GEOID03.
 GA1419
 GA1419.The dynamic height is computed by dividing the NAVD 88
 GA1419.geopotential number by the normal gravity value computed on the
 GA1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1419.degrees latitude (g = 980.6199 gals.).
 GA1419
 GA1419.The modeled gravity was interpolated from observed gravity values.
 GA1419
 GA1419;                    North         East    Units  Estimated Accuracy
 GA1419;SPC TN       -   247,810.      894,350.      MT  (+/- 180 meters Scaled)
 GA1419
 GA1419                          SUPERSEDED SURVEY CONTROL
 GA1419
 GA1419.No superseded survey control is available for this station.
 GA1419
 GA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA466432(NAD 83)
 GA1419_MARKER: DD = SURVEY DISK
 GA1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1419_SP_SET: SIDEWALK
 GA1419_STAMPING: 1-22 1964
 GA1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1419
 GA1419  HISTORY     - Date     Condition        Report By
 GA1419  HISTORY     - 1964     MONUMENTED       TNHD
 GA1419
 GA1419                          STATION DESCRIPTION
 GA1419
 GA1419'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1419'IN CHURCH HILL.
 GA1419'FROM THE CITIZENS BANK IN CHURCH HILL, GO 0.15 MILE WESTERLY ON
 GA1419'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS 0.5 FOOT
 GA1419'EAST OF THE WEST END OF THE SIDEWALK, IN THE SOUTHWEST CORNER
 GA1419'AND CEMENTED FLUSH IN A DRILLED HOLE.  THE MARK IS A STANDARD
 GA1419'TENNESSEE HIGHWAY DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1418 ***********************************************************************
 GA1418  DESIGNATION -  1 23
 GA1418  PID         -  GA1418
 GA1418  STATE/COUNTY-  TN/HAWKINS
 GA1418  USGS QUAD   -  CHURCH HILL (1991)
 GA1418
 GA1418                         *CURRENT SURVEY CONTROL
 GA1418  ___________________________________________________________________
 GA1418* NAD 83(1986)-  36 31 20.     (N)    082 43 59.     (W)     SCALED    
 GA1418* NAVD 88     -       393.120  (meters)    1289.76   (feet)  ADJUSTED  
 GA1418  ___________________________________________________________________
 GA1418  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1418  DYNAMIC HT  -         392.766 (meters)    1288.60  (feet)  COMP
 GA1418  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GA1418
 GA1418  VERT ORDER  -  SECOND    CLASS 0
 GA1418
 GA1418.The horizontal coordinates were scaled from a topographic map and have
 GA1418.an estimated accuracy of +/- 6 seconds.
 GA1418
 GA1418.The orthometric height was determined by differential leveling
 GA1418.and adjusted by the National Geodetic Survey in June 1991..
 GA1418
 GA1418.The geoid height was determined by GEOID03.
 GA1418
 GA1418.The dynamic height is computed by dividing the NAVD 88
 GA1418.geopotential number by the normal gravity value computed on the
 GA1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1418.degrees latitude (g = 980.6199 gals.).
 GA1418
 GA1418.The modeled gravity was interpolated from observed gravity values.
 GA1418
 GA1418;                    North         East    Units  Estimated Accuracy
 GA1418;SPC TN       -   247,750.      892,560.      MT  (+/- 180 meters Scaled)
 GA1418
 GA1418                          SUPERSEDED SURVEY CONTROL
 GA1418
 GA1418.No superseded survey control is available for this station.
 GA1418
 GA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA448432(NAD 83)
 GA1418_MARKER: DD = SURVEY DISK
 GA1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1418_STAMPING: 1-23 1964
 GA1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1418+STABILITY: SURFACE MOTION
 GA1418
 GA1418  HISTORY     - Date     Condition        Report By
 GA1418  HISTORY     - 1964     MONUMENTED       TNHD
 GA1418
 GA1418                          STATION DESCRIPTION
 GA1418
 GA1418'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1418'1.2 MI W FROM CHURCH HILL.
 GA1418'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY 1.25 MILES
 GA1418'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1418'LOCATED 29 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 11W,
 GA1418'47 FEET WEST OF A TELEPHONE POLE, AND 1.5 FEET SOUTH OF A METAL
 GA1418'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1418'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1418'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1414 ***********************************************************************
 GA1414  DESIGNATION -  1 24
 GA1414  PID         -  GA1414
 GA1414  STATE/COUNTY-  TN/HAWKINS
 GA1414  USGS QUAD   -  PLUM GROVE (1991)
 GA1414
 GA1414                         *CURRENT SURVEY CONTROL
 GA1414  ___________________________________________________________________
 GA1414* NAD 83(1986)-  36 30 52.     (N)    082 45 24.     (W)     SCALED    
 GA1414* NAVD 88     -       358.554  (meters)    1176.36   (feet)  ADJUSTED  
 GA1414  ___________________________________________________________________
 GA1414  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1414  DYNAMIC HT  -         358.232 (meters)    1175.30  (feet)  COMP
 GA1414  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA1414
 GA1414  VERT ORDER  -  SECOND    CLASS 0
 GA1414
 GA1414.The horizontal coordinates were scaled from a topographic map and have
 GA1414.an estimated accuracy of +/- 6 seconds.
 GA1414
 GA1414.The orthometric height was determined by differential leveling
 GA1414.and adjusted by the National Geodetic Survey in June 1991..
 GA1414
 GA1414.The geoid height was determined by GEOID03.
 GA1414
 GA1414.The dynamic height is computed by dividing the NAVD 88
 GA1414.geopotential number by the normal gravity value computed on the
 GA1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1414.degrees latitude (g = 980.6199 gals.).
 GA1414
 GA1414.The modeled gravity was interpolated from observed gravity values.
 GA1414
 GA1414;                    North         East    Units  Estimated Accuracy
 GA1414;SPC TN       -   246,810.      890,470.      MT  (+/- 180 meters Scaled)
 GA1414
 GA1414                          SUPERSEDED SURVEY CONTROL
 GA1414
 GA1414.No superseded survey control is available for this station.
 GA1414
 GA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA427424(NAD 83)
 GA1414_MARKER: DD = SURVEY DISK
 GA1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1414_STAMPING: 1-24 1964
 GA1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1414+STABILITY: SURFACE MOTION
 GA1414
 GA1414  HISTORY     - Date     Condition        Report By
 GA1414  HISTORY     - 1964     MONUMENTED       TNHD
 GA1414
 GA1414                          STATION DESCRIPTION
 GA1414
 GA1414'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1414'2.5 MI W FROM CHURCH HILL.
 GA1414'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY 2.7 MILES
 GA1414'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1414'LOCATED 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA1414'HIGHWAY 11W, 7 FEET SOUTHEAST OF POWER POLE NO. B-61 AND 2.3 FEET
 GA1414'SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GA1414'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1414'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1129 ***********************************************************************
 GA1129  DESIGNATION -  1 25
 GA1129  PID         -  GA1129
 GA1129  STATE/COUNTY-  TN/HAWKINS
 GA1129  USGS QUAD   -  PLUM GROVE (1991)
 GA1129
 GA1129                         *CURRENT SURVEY CONTROL
 GA1129  ___________________________________________________________________
 GA1129* NAD 83(1986)-  36 30 19.     (N)    082 47 33.     (W)     SCALED    
 GA1129* NAVD 88     -       372.876  (meters)    1223.34   (feet)  ADJUSTED  
 GA1129  ___________________________________________________________________
 GA1129  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1129  DYNAMIC HT  -         372.542 (meters)    1222.25  (feet)  COMP
 GA1129  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 GA1129
 GA1129  VERT ORDER  -  SECOND    CLASS 0
 GA1129
 GA1129.The horizontal coordinates were scaled from a topographic map and have
 GA1129.an estimated accuracy of +/- 6 seconds.
 GA1129
 GA1129.The orthometric height was determined by differential leveling
 GA1129.and adjusted by the National Geodetic Survey in June 1991..
 GA1129
 GA1129.The geoid height was determined by GEOID03.
 GA1129
 GA1129.The dynamic height is computed by dividing the NAVD 88
 GA1129.geopotential number by the normal gravity value computed on the
 GA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1129.degrees latitude (g = 980.6199 gals.).
 GA1129
 GA1129.The modeled gravity was interpolated from observed gravity values.
 GA1129
 GA1129;                    North         East    Units  Estimated Accuracy
 GA1129;SPC TN       -   245,690.      887,300.      MT  (+/- 180 meters Scaled)
 GA1129
 GA1129                          SUPERSEDED SURVEY CONTROL
 GA1129
 GA1129  NGVD 29 (??/??/92)  373.051  (m)         1223.92   (f) ADJ UNCH    2 0
 GA1129
 GA1129.Superseded values are not recommended for survey control.
 GA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1129.See file dsdata.txt to determine how the superseded data were derived.
 GA1129
 GA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA394414(NAD 83)
 GA1129_MARKER: DD = SURVEY DISK
 GA1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1129_STAMPING: 1-25 1964
 GA1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1129+STABILITY: SURFACE MOTION
 GA1129
 GA1129  HISTORY     - Date     Condition        Report By
 GA1129  HISTORY     - 1964     MONUMENTED       TNHD
 GA1129  HISTORY     - 1964     GOOD             NGS
 GA1129
 GA1129                          STATION DESCRIPTION
 GA1129
 GA1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA1129'5 MI W FROM CHURCH HILL.
 GA1129'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY ON U.S.
 GA1129'HIGHWAY 11W 5.0 MILES TO THE MARK ON THE RIGHT.  THE MARK
 GA1129'IS LOCATED 27 FEET NORTH NORTHWEST OF THE APPROXIMATE CENTER
 GA1129'OF U.S. HIGHWAY 11W, 25 FEET SOUTHWEST OF A 5 FOOT ELM TREE
 GA1129'AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 GA1129'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GA1129'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1124 ***********************************************************************
 GA1124  DESIGNATION -  1 26
 GA1124  PID         -  GA1124
 GA1124  STATE/COUNTY-  TN/HAWKINS
 GA1124  USGS QUAD   -  STONY POINT (1971)
 GA1124
 GA1124                         *CURRENT SURVEY CONTROL
 GA1124  ___________________________________________________________________
 GA1124* NAD 83(1986)-  36 29 33.     (N)    082 49 07.     (W)     SCALED    
 GA1124* NAVD 88     -       375.497  (meters)    1231.94   (feet)  ADJUSTED  
 GA1124  ___________________________________________________________________
 GA1124  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1124  DYNAMIC HT  -         375.159 (meters)    1230.83  (feet)  COMP
 GA1124  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 GA1124
 GA1124  VERT ORDER  -  SECOND    CLASS 0
 GA1124
 GA1124.The horizontal coordinates were scaled from a topographic map and have
 GA1124.an estimated accuracy of +/- 6 seconds.
 GA1124
 GA1124.The orthometric height was determined by differential leveling
 GA1124.and adjusted by the National Geodetic Survey in June 1991..
 GA1124
 GA1124.The geoid height was determined by GEOID03.
 GA1124
 GA1124.The dynamic height is computed by dividing the NAVD 88
 GA1124.geopotential number by the normal gravity value computed on the
 GA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1124.degrees latitude (g = 980.6199 gals.).
 GA1124
 GA1124.The modeled gravity was interpolated from observed gravity values.
 GA1124
 GA1124;                    North         East    Units  Estimated Accuracy
 GA1124;SPC TN       -   244,200.      885,010.      MT  (+/- 180 meters Scaled)
 GA1124
 GA1124                          SUPERSEDED SURVEY CONTROL
 GA1124
 GA1124  NGVD 29 (??/??/92)  375.674  (m)         1232.52   (f) ADJ UNCH    2 0
 GA1124
 GA1124.Superseded values are not recommended for survey control.
 GA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1124.See file dsdata.txt to determine how the superseded data were derived.
 GA1124
 GA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA371401(NAD 83)
 GA1124_MARKER: DD = SURVEY DISK
 GA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1124_STAMPING: 1-26 1964
 GA1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1124+STABILITY: SURFACE MOTION
 GA1124
 GA1124  HISTORY     - Date     Condition        Report By
 GA1124  HISTORY     - 1964     MONUMENTED       TNHD
 GA1124  HISTORY     - 1964     GOOD             NGS
 GA1124
 GA1124                          STATION DESCRIPTION
 GA1124
 GA1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA1124'6.9 MI W FROM CHURCH HILL.
 GA1124'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY ON U.S.
 GA1124'HIGHWAY 11W 6.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1124'LOCATED 24 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 GA1124'11W AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK
 GA1124'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1124'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1120 ***********************************************************************
 GA1120  DESIGNATION -  1 27
 GA1120  PID         -  GA1120
 GA1120  STATE/COUNTY-  TN/HAWKINS
 GA1120  USGS QUAD   -  STONY POINT (1971)
 GA1120
 GA1120                         *CURRENT SURVEY CONTROL
 GA1120  ___________________________________________________________________
 GA1120* NAD 83(1986)-  36 28 32.     (N)    082 50 38.     (W)     SCALED    
 GA1120* NAVD 88     -       365.073  (meters)    1197.74   (feet)  ADJUSTED  
 GA1120  ___________________________________________________________________
 GA1120  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1120  DYNAMIC HT  -         364.743 (meters)    1196.66  (feet)  COMP
 GA1120  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 GA1120
 GA1120  VERT ORDER  -  SECOND    CLASS 0
 GA1120
 GA1120.The horizontal coordinates were scaled from a topographic map and have
 GA1120.an estimated accuracy of +/- 6 seconds.
 GA1120
 GA1120.The orthometric height was determined by differential leveling
 GA1120.and adjusted by the National Geodetic Survey in June 1991..
 GA1120
 GA1120.The geoid height was determined by GEOID03.
 GA1120
 GA1120.The dynamic height is computed by dividing the NAVD 88
 GA1120.geopotential number by the normal gravity value computed on the
 GA1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1120.degrees latitude (g = 980.6199 gals.).
 GA1120
 GA1120.The modeled gravity was interpolated from observed gravity values.
 GA1120
 GA1120;                    North         East    Units  Estimated Accuracy
 GA1120;SPC TN       -   242,240.      882,800.      MT  (+/- 180 meters Scaled)
 GA1120
 GA1120                          SUPERSEDED SURVEY CONTROL
 GA1120
 GA1120  NGVD 29 (??/??/92)  365.253  (m)         1198.33   (f) ADJ UNCH    2 0
 GA1120
 GA1120.Superseded values are not recommended for survey control.
 GA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1120.See file dsdata.txt to determine how the superseded data were derived.
 GA1120
 GA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA348382(NAD 83)
 GA1120_MARKER: DD = SURVEY DISK
 GA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1120_STAMPING: 1-27 1964
 GA1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1120+STABILITY: SURFACE MOTION
 GA1120
 GA1120  HISTORY     - Date     Condition        Report By
 GA1120  HISTORY     - 1964     MONUMENTED       TNHD
 GA1120
 GA1120                          STATION DESCRIPTION
 GA1120
 GA1120'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1120'9 MI W FROM CHURCH HILL.
 GA1120'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY ON U.S.
 GA1120'HIGHWAY 11W 8.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 GA1120'LOCATED 27 FEET SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA1120'U.S. HIGHWAY 11W, 2 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 GA1120'2.1 FEET SOUTH SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS
 GA1120'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1120'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1115 ***********************************************************************
 GA1115  DESIGNATION -  1 28
 GA1115  PID         -  GA1115
 GA1115  STATE/COUNTY-  TN/HAWKINS
 GA1115  USGS QUAD   -  STONY POINT (1971)
 GA1115
 GA1115                         *CURRENT SURVEY CONTROL
 GA1115  ___________________________________________________________________
 GA1115* NAD 83(1986)-  36 27 44.     (N)    082 52 17.     (W)     SCALED    
 GA1115* NAVD 88     -       362.838  (meters)    1190.41   (feet)  ADJUSTED  
 GA1115  ___________________________________________________________________
 GA1115  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1115  DYNAMIC HT  -         362.509 (meters)    1189.33  (feet)  COMP
 GA1115  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GA1115
 GA1115  VERT ORDER  -  SECOND    CLASS 0
 GA1115
 GA1115.The horizontal coordinates were scaled from a topographic map and have
 GA1115.an estimated accuracy of +/- 6 seconds.
 GA1115
 GA1115.The orthometric height was determined by differential leveling
 GA1115.and adjusted by the National Geodetic Survey in June 1991..
 GA1115
 GA1115.The geoid height was determined by GEOID03.
 GA1115
 GA1115.The dynamic height is computed by dividing the NAVD 88
 GA1115.geopotential number by the normal gravity value computed on the
 GA1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1115.degrees latitude (g = 980.6199 gals.).
 GA1115
 GA1115.The modeled gravity was interpolated from observed gravity values.
 GA1115
 GA1115;                    North         East    Units  Estimated Accuracy
 GA1115;SPC TN       -   240,690.      880,390.      MT  (+/- 180 meters Scaled)
 GA1115
 GA1115                          SUPERSEDED SURVEY CONTROL
 GA1115
 GA1115  NGVD 29 (??/??/92)  363.013  (m)         1190.99   (f) ADJ UNCH    2 0
 GA1115
 GA1115.Superseded values are not recommended for survey control.
 GA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1115.See file dsdata.txt to determine how the superseded data were derived.
 GA1115
 GA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA323368(NAD 83)
 GA1115_MARKER: DD = SURVEY DISK
 GA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1115_SP_SET: SQUARE CONCRETE MONUMENT
 GA1115_STAMPING: 1 28 1964
 GA1115_MARK LOGO: TNHD  
 GA1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1115+STABILITY: SURFACE MOTION
 GA1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1115+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1987
 GA1115
 GA1115  HISTORY     - Date     Condition        Report By
 GA1115  HISTORY     - 1964     MONUMENTED       TNHD
 GA1115  HISTORY     - 19870513 GOOD             TNDT
 GA1115
 GA1115                          STATION DESCRIPTION
 GA1115
 GA1115'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1115'1.2 MI W FROM SURGOINSVILLE.
 GA1115'FROM THE POST OFFICE IN SURGOINSVILLE, GO WESTERLY ON U.S. HIGHWAY
 GA1115'11W 1.2 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 24
 GA1115'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 71
 GA1115'FEET SOUTHWEST OF A TELEPHONE POLE, AND 1.7 FEET NORTHWEST OF A
 GA1115'METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1115'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GA1115'WITH THE GROUND.
 GA1115
 GA1115                          STATION RECOVERY (1987)
 GA1115
 GA1115'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1114 ***********************************************************************
 GA1114  DESIGNATION -  1 29
 GA1114  PID         -  GA1114
 GA1114  STATE/COUNTY-  TN/HAWKINS
 GA1114  USGS QUAD   -  BUREM (1976)
 GA1114
 GA1114                         *CURRENT SURVEY CONTROL
 GA1114  ___________________________________________________________________
 GA1114* NAD 83(1986)-  36 27 12.     (N)    082 53 15.     (W)     SCALED    
 GA1114* NAVD 88     -       370.485  (meters)    1215.50   (feet)  ADJUSTED  
 GA1114  ___________________________________________________________________
 GA1114  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1114  DYNAMIC HT  -         370.149 (meters)    1214.40  (feet)  COMP
 GA1114  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GA1114
 GA1114  VERT ORDER  -  SECOND    CLASS 0
 GA1114
 GA1114.The horizontal coordinates were scaled from a topographic map and have
 GA1114.an estimated accuracy of +/- 6 seconds.
 GA1114
 GA1114.The orthometric height was determined by differential leveling
 GA1114.and adjusted by the National Geodetic Survey in June 1991..
 GA1114
 GA1114.The geoid height was determined by GEOID03.
 GA1114
 GA1114.The dynamic height is computed by dividing the NAVD 88
 GA1114.geopotential number by the normal gravity value computed on the
 GA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1114.degrees latitude (g = 980.6199 gals.).
 GA1114
 GA1114.The modeled gravity was interpolated from observed gravity values.
 GA1114
 GA1114;                    North         East    Units  Estimated Accuracy
 GA1114;SPC TN       -   239,650.      878,970.      MT  (+/- 180 meters Scaled)
 GA1114
 GA1114                          SUPERSEDED SURVEY CONTROL
 GA1114
 GA1114  NGVD 29 (??/??/92)  370.654  (m)         1216.05   (f) ADJ UNCH    2 0
 GA1114
 GA1114.Superseded values are not recommended for survey control.
 GA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1114.See file dsdata.txt to determine how the superseded data were derived.
 GA1114
 GA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA308358(NAD 83)
 GA1114_MARKER: DD = SURVEY DISK
 GA1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1114_STAMPING: 1-29 1964
 GA1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1114+STABILITY: SURFACE MOTION
 GA1114
 GA1114  HISTORY     - Date     Condition        Report By
 GA1114  HISTORY     - 1964     MONUMENTED       TNHD
 GA1114
 GA1114                          STATION DESCRIPTION
 GA1114
 GA1114'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1114'2.3 MI W FROM SURGOINSVILLE.
 GA1114'FROM THE POST OFFICE IN SURGOINSVILLE, GO WESTERLY ON U.S.
 GA1114'HIGHWAY 11W 2.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1114'LOCATED 4.5 FEET SOUTHEAST OF A METAL WITNESS POST, 5 FEET SOUTH
 GA1114'OF A FENCE, 44 FEET EAST OF A POWER POLE AND 22 FEET NORTH OF THE
 GA1114'APPROXIMATE CENTER OF U.S. HIGHWAY 11W.  THE MARK IS A STANDARD
 GA1114'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1114'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1112 ***********************************************************************
 GA1112  DESIGNATION -  1 30
 GA1112  PID         -  GA1112
 GA1112  STATE/COUNTY-  TN/HAWKINS
 GA1112  USGS QUAD   -  BUREM (1976)
 GA1112
 GA1112                         *CURRENT SURVEY CONTROL
 GA1112  ___________________________________________________________________
 GA1112* NAD 83(1986)-  36 27 34.     (N)    082 53 50.     (W)     SCALED    
 GA1112* NAVD 88     -       375.568  (meters)    1232.18   (feet)  ADJUSTED  
 GA1112  ___________________________________________________________________
 GA1112  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1112  DYNAMIC HT  -         375.228 (meters)    1231.06  (feet)  COMP
 GA1112  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GA1112
 GA1112  VERT ORDER  -  SECOND    CLASS 0
 GA1112
 GA1112.The horizontal coordinates were scaled from a topographic map and have
 GA1112.an estimated accuracy of +/- 6 seconds.
 GA1112
 GA1112.The orthometric height was determined by differential leveling
 GA1112.and adjusted by the National Geodetic Survey in June 1991..
 GA1112
 GA1112.The geoid height was determined by GEOID03.
 GA1112
 GA1112.The dynamic height is computed by dividing the NAVD 88
 GA1112.geopotential number by the normal gravity value computed on the
 GA1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1112.degrees latitude (g = 980.6199 gals.).
 GA1112
 GA1112.The modeled gravity was interpolated from observed gravity values.
 GA1112
 GA1112;                    North         East    Units  Estimated Accuracy
 GA1112;SPC TN       -   240,300.      878,080.      MT  (+/- 180 meters Scaled)
 GA1112
 GA1112                          SUPERSEDED SURVEY CONTROL
 GA1112
 GA1112  NGVD 29 (??/??/92)  375.734  (m)         1232.72   (f) ADJ UNCH    2 0
 GA1112
 GA1112.Superseded values are not recommended for survey control.
 GA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1112.See file dsdata.txt to determine how the superseded data were derived.
 GA1112
 GA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA299365(NAD 83)
 GA1112_MARKER: DD = SURVEY DISK
 GA1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1112_STAMPING: 1-30 1964
 GA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1112+STABILITY: SURFACE MOTION
 GA1112
 GA1112  HISTORY     - Date     Condition        Report By
 GA1112  HISTORY     - 1964     MONUMENTED       TNHD
 GA1112
 GA1112                          STATION DESCRIPTION
 GA1112
 GA1112'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1112'3.1 MI W FROM SURGOINSVILLE.
 GA1112'FROM THE POST OFFICE IN SURGOINSVILLE, GO 3.1 MILES WESTERLY ON
 GA1112'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA1112'3.6 FEET WEST OF A WITNESS POST, 4 FEET WEST OF A 15 INCH CEDAR
 GA1112'TREE AND 24 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W.
 GA1112'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1112'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1113 ***********************************************************************
 GA1113  DESIGNATION -  1 31
 GA1113  PID         -  GA1113
 GA1113  STATE/COUNTY-  TN/HAWKINS
 GA1113  USGS QUAD   -  BUREM (1976)
 GA1113
 GA1113                         *CURRENT SURVEY CONTROL
 GA1113  ___________________________________________________________________
 GA1113* NAD 83(1986)-  36 27 17.     (N)    082 53 34.     (W)     SCALED    
 GA1113* NAVD 88     -       387.756  (meters)    1272.16   (feet)  ADJUSTED  
 GA1113  ___________________________________________________________________
 GA1113  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1113  DYNAMIC HT  -         387.405 (meters)    1271.01  (feet)  COMP
 GA1113  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GA1113
 GA1113  VERT ORDER  -  SECOND    CLASS 0
 GA1113
 GA1113.The horizontal coordinates were scaled from a topographic map and have
 GA1113.an estimated accuracy of +/- 6 seconds.
 GA1113
 GA1113.The orthometric height was determined by differential leveling
 GA1113.and adjusted by the National Geodetic Survey in June 1991..
 GA1113
 GA1113.The geoid height was determined by GEOID03.
 GA1113
 GA1113.The dynamic height is computed by dividing the NAVD 88
 GA1113.geopotential number by the normal gravity value computed on the
 GA1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1113.degrees latitude (g = 980.6199 gals.).
 GA1113
 GA1113.The modeled gravity was interpolated from observed gravity values.
 GA1113
 GA1113;                    North         East    Units  Estimated Accuracy
 GA1113;SPC TN       -   239,790.      878,500.      MT  (+/- 180 meters Scaled)
 GA1113
 GA1113                          SUPERSEDED SURVEY CONTROL
 GA1113
 GA1113  NGVD 29 (??/??/92)  387.922  (m)         1272.71   (f) ADJ UNCH    2 0
 GA1113
 GA1113.Superseded values are not recommended for survey control.
 GA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1113.See file dsdata.txt to determine how the superseded data were derived.
 GA1113
 GA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA303360(NAD 83)
 GA1113_MARKER: DD = SURVEY DISK
 GA1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1113_STAMPING: 1-31 1964
 GA1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1113+STABILITY: SURFACE MOTION
 GA1113
 GA1113  HISTORY     - Date     Condition        Report By
 GA1113  HISTORY     - 1964     MONUMENTED       TNHD
 GA1113
 GA1113                          STATION DESCRIPTION
 GA1113
 GA1113'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1113'3.5 MI W FROM SURGOINSVILLE.
 GA1113'FROM THE POST OFFICE IN SURGOINSVILLE, GO 3.1 MILES WESTERLY ON
 GA1113'U.S. HIGHWAY 11W TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND
 GA1113'GO 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1.6 FEET
 GA1113'SOUTH OF A WITNESS POST AND 10 FEET WEST OF THE APPROXIMATE
 GA1113'CENTER OF THE GRAVEL ROAD.  THE MARK IS A STANDARD TENNESSEE
 GA1113'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1113'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1107 ***********************************************************************
 GA1107  DESIGNATION -  1 32
 GA1107  PID         -  GA1107
 GA1107  STATE/COUNTY-  TN/HAWKINS
 GA1107  USGS QUAD   -  BUREM (1976)
 GA1107
 GA1107                         *CURRENT SURVEY CONTROL
 GA1107  ___________________________________________________________________
 GA1107* NAD 83(1986)-  36 27 41.     (N)    082 56 13.     (W)     SCALED    
 GA1107* NAVD 88     -       371.797  (meters)    1219.80   (feet)  ADJUSTED  
 GA1107  ___________________________________________________________________
 GA1107  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1107  DYNAMIC HT  -         371.460 (meters)    1218.70  (feet)  COMP
 GA1107  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GA1107
 GA1107  VERT ORDER  -  SECOND    CLASS 0
 GA1107
 GA1107.The horizontal coordinates were scaled from a topographic map and have
 GA1107.an estimated accuracy of +/- 6 seconds.
 GA1107
 GA1107.The orthometric height was determined by differential leveling
 GA1107.and adjusted by the National Geodetic Survey in June 1991..
 GA1107
 GA1107.The geoid height was determined by GEOID03.
 GA1107
 GA1107.The dynamic height is computed by dividing the NAVD 88
 GA1107.geopotential number by the normal gravity value computed on the
 GA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1107.degrees latitude (g = 980.6199 gals.).
 GA1107
 GA1107.The modeled gravity was interpolated from observed gravity values.
 GA1107
 GA1107;                    North         East    Units  Estimated Accuracy
 GA1107;SPC TN       -   240,410.      874,520.      MT  (+/- 180 meters Scaled)
 GA1107
 GA1107                          SUPERSEDED SURVEY CONTROL
 GA1107
 GA1107  NGVD 29 (??/??/92)  371.949  (m)         1220.30   (f) ADJ UNCH    2 0
 GA1107
 GA1107.Superseded values are not recommended for survey control.
 GA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1107.See file dsdata.txt to determine how the superseded data were derived.
 GA1107
 GA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA264368(NAD 83)
 GA1107_MARKER: DD = SURVEY DISK
 GA1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1107_SP_SET: BRIDGE
 GA1107_STAMPING: 1-32 1964
 GA1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1107
 GA1107  HISTORY     - Date     Condition        Report By
 GA1107  HISTORY     - 1964     MONUMENTED       TNHD
 GA1107
 GA1107                          STATION DESCRIPTION
 GA1107
 GA1107'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1107'5.9 MI W FROM SURGOINSVILLE.
 GA1107'FROM THE POST OFFICE IN SURGOINSVILLE, GO 5.9 MILES ON U.S.
 GA1107'HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS IN THE BIG
 GA1107'CREEK BRIDGE, IN THE NORTH END OF THE WEST ABUTMENT AND 2.0 FEET
 GA1107'EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA1107'HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN THE NORTH END
 GA1107'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1103 ***********************************************************************
 GA1103  DESIGNATION -  1 33
 GA1103  PID         -  GA1103
 GA1103  STATE/COUNTY-  TN/HAWKINS
 GA1103  USGS QUAD   -  BUREM (1976)
 GA1103
 GA1103                         *CURRENT SURVEY CONTROL
 GA1103  ___________________________________________________________________
 GA1103* NAD 83(1986)-  36 26 50.     (N)    082 57 27.     (W)     SCALED    
 GA1103* NAVD 88     -       362.212  (meters)    1188.36   (feet)  ADJUSTED  
 GA1103  ___________________________________________________________________
 GA1103  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1103  DYNAMIC HT  -         361.883 (meters)    1187.28  (feet)  COMP
 GA1103  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 GA1103
 GA1103  VERT ORDER  -  SECOND    CLASS 0
 GA1103
 GA1103.The horizontal coordinates were scaled from a topographic map and have
 GA1103.an estimated accuracy of +/- 6 seconds.
 GA1103
 GA1103.The orthometric height was determined by differential leveling
 GA1103.and adjusted by the National Geodetic Survey in June 1991..
 GA1103
 GA1103.The geoid height was determined by GEOID03.
 GA1103
 GA1103.The dynamic height is computed by dividing the NAVD 88
 GA1103.geopotential number by the normal gravity value computed on the
 GA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1103.degrees latitude (g = 980.6199 gals.).
 GA1103
 GA1103.The modeled gravity was interpolated from observed gravity values.
 GA1103
 GA1103;                    North         East    Units  Estimated Accuracy
 GA1103;SPC TN       -   238,780.      872,720.      MT  (+/- 180 meters Scaled)
 GA1103
 GA1103                          SUPERSEDED SURVEY CONTROL
 GA1103
 GA1103  NGVD 29 (??/??/92)  362.358  (m)         1188.84   (f) ADJ UNCH    2 0
 GA1103
 GA1103.Superseded values are not recommended for survey control.
 GA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1103.See file dsdata.txt to determine how the superseded data were derived.
 GA1103
 GA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA245353(NAD 83)
 GA1103_MARKER: DD = SURVEY DISK
 GA1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1103_SP_SET: BRIDGE
 GA1103_STAMPING: 1-33 1964
 GA1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1103
 GA1103  HISTORY     - Date     Condition        Report By
 GA1103  HISTORY     - 1964     MONUMENTED       TNHD
 GA1103
 GA1103                          STATION DESCRIPTION
 GA1103
 GA1103'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1103'7.5 MI W FROM SURGOINSVILLE.
 GA1103'FROM THE POST OFFICE IN SURGOINSVILLE, GO 7.5 MILES WESTERLY ON
 GA1103'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS IN A
 GA1103'BRIDGE OVER A CREEK, IN THE NORTH END OF THE WEST ABUTMENT, AND
 GA1103'2.1 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GA1103'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN
 GA1103'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2138 ***********************************************************************
 GA2138  DESIGNATION -  1 34
 GA2138  PID         -  GA2138
 GA2138  STATE/COUNTY-  TN/HAWKINS
 GA2138  USGS QUAD   -  CAMELOT (1976)
 GA2138
 GA2138                         *CURRENT SURVEY CONTROL
 GA2138  ___________________________________________________________________
 GA2138* NAD 83(1986)-  36 24 33.     (N)    083 00 06.     (W)     SCALED    
 GA2138* NAVD 88     -       396.858  (meters)    1302.03   (feet)  ADJUSTED  
 GA2138  ___________________________________________________________________
 GA2138  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2138  DYNAMIC HT  -         396.496 (meters)    1300.84  (feet)  COMP
 GA2138  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA2138
 GA2138  VERT ORDER  -  SECOND    CLASS 0
 GA2138
 GA2138.The horizontal coordinates were scaled from a topographic map and have
 GA2138.an estimated accuracy of +/- 6 seconds.
 GA2138
 GA2138.The orthometric height was determined by differential leveling
 GA2138.and adjusted by the National Geodetic Survey in June 1991..
 GA2138
 GA2138.The geoid height was determined by GEOID03.
 GA2138
 GA2138.The dynamic height is computed by dividing the NAVD 88
 GA2138.geopotential number by the normal gravity value computed on the
 GA2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2138.degrees latitude (g = 980.6199 gals.).
 GA2138
 GA2138.The modeled gravity was interpolated from observed gravity values.
 GA2138
 GA2138;                    North         East    Units  Estimated Accuracy
 GA2138;SPC TN       -   234,440.      868,900.      MT  (+/- 180 meters Scaled)
 GA2138
 GA2138                          SUPERSEDED SURVEY CONTROL
 GA2138
 GA2138  NGVD 29 (??/??/92)  397.072  (m)         1302.73   (f) ADJ UNCH    2 0
 GA2138
 GA2138.Superseded values are not recommended for survey control.
 GA2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2138.See file dsdata.txt to determine how the superseded data were derived.
 GA2138
 GA2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA205311(NAD 83)
 GA2138_MARKER: DD = SURVEY DISK
 GA2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2138_STAMPING: 1-34 1964
 GA2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2138+STABILITY: SURFACE MOTION
 GA2138
 GA2138  HISTORY     - Date     Condition        Report By
 GA2138  HISTORY     - 1964     MONUMENTED       TNGS
 GA2138
 GA2138                          STATION DESCRIPTION
 GA2138
 GA2138'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2138'0.4 MI E FROM ROGERSVILLE.
 GA2138'FROM THE POST OFFICE IN ROGERSVILLE, GO 0.4 MILE EASTERLY ON
 GA2138'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2138'8 FEET EAST OF A POWER POLE, 26 FEET SOUTH OF THE APPROXIMATE
 GA2138'CENTER OF U.S. HIGHWAY 11W AND 42 FEET NORTHWEST OF A 32 INCH
 GA2138'POPULAR TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2138'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2138'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1095 ***********************************************************************
 GA1095  DESIGNATION -  1 34 A
 GA1095  PID         -  GA1095
 GA1095  STATE/COUNTY-  TN/HAWKINS
 GA1095  USGS QUAD   -  BUREM (1976)
 GA1095
 GA1095                         *CURRENT SURVEY CONTROL
 GA1095  ___________________________________________________________________
 GA1095* NAD 83(1986)-  36 24 18.     (N)    082 59 56.     (W)     SCALED    
 GA1095* NAVD 88     -       404.983  (meters)    1328.68   (feet)  ADJUSTED  
 GA1095  ___________________________________________________________________
 GA1095  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1095  DYNAMIC HT  -         404.616 (meters)    1327.48  (feet)  COMP
 GA1095  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA1095
 GA1095  VERT ORDER  -  SECOND    CLASS 0
 GA1095
 GA1095.The horizontal coordinates were scaled from a topographic map and have
 GA1095.an estimated accuracy of +/- 6 seconds.
 GA1095
 GA1095.The orthometric height was determined by differential leveling
 GA1095.and adjusted by the National Geodetic Survey in June 1991..
 GA1095
 GA1095.The geoid height was determined by GEOID03.
 GA1095
 GA1095.The dynamic height is computed by dividing the NAVD 88
 GA1095.geopotential number by the normal gravity value computed on the
 GA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1095.degrees latitude (g = 980.6199 gals.).
 GA1095
 GA1095.The modeled gravity was interpolated from observed gravity values.
 GA1095
 GA1095;                    North         East    Units  Estimated Accuracy
 GA1095;SPC TN       -   233,980.      869,160.      MT  (+/- 180 meters Scaled)
 GA1095
 GA1095                          SUPERSEDED SURVEY CONTROL
 GA1095
 GA1095  NGVD 29 (??/??/92)  405.134  (m)         1329.18   (f) ADJ UNCH    2 0
 GA1095
 GA1095.Superseded values are not recommended for survey control.
 GA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1095.See file dsdata.txt to determine how the superseded data were derived.
 GA1095
 GA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207307(NAD 83)
 GA1095_MARKER: DD = SURVEY DISK
 GA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1095_STAMPING: 1-34A 1964
 GA1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1095+STABILITY: SURFACE MOTION
 GA1095
 GA1095  HISTORY     - Date     Condition        Report By
 GA1095  HISTORY     - 1964     MONUMENTED       TNHD
 GA1095
 GA1095                          STATION DESCRIPTION
 GA1095
 GA1095'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1095'0.7 MI E FROM ROGERSVILLE.
 GA1095'FROM THE POST OFFICE IN ROGERSVILLE GO, 0.4 MILE EASTERLY ON
 GA1095'U.S. HIGHWAY 11W TO COLONIAL STREET, TURN RIGHT AND GO 0.3 MILE
 GA1095'TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 18 FEET WEST OF
 GA1095'THE APPROXIMATE CENTER OF COLONIAL STREET, 6.5 FEET EAST OF THE
 GA1095'EAST RAIL OF THE RAILROAD AND 4.3 FEET NORTH OF RAIL SWITCH BLOCK.
 GA1095'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1095'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1094 ***********************************************************************
 GA1094  DESIGNATION -  1 34 B
 GA1094  PID         -  GA1094
 GA1094  STATE/COUNTY-  TN/HAWKINS
 GA1094  USGS QUAD   -  BUREM (1976)
 GA1094
 GA1094                         *CURRENT SURVEY CONTROL
 GA1094  ___________________________________________________________________
 GA1094* NAD 83(1986)-  36 24 07.     (N)    082 59 48.     (W)     SCALED    
 GA1094* NAVD 88     -       417.341  (meters)    1369.23   (feet)  ADJUSTED  
 GA1094  ___________________________________________________________________
 GA1094  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1094  DYNAMIC HT  -         416.963 (meters)    1367.99  (feet)  COMP
 GA1094  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 GA1094
 GA1094  VERT ORDER  -  SECOND    CLASS 0
 GA1094
 GA1094.The horizontal coordinates were scaled from a topographic map and have
 GA1094.an estimated accuracy of +/- 6 seconds.
 GA1094
 GA1094.The orthometric height was determined by differential leveling
 GA1094.and adjusted by the National Geodetic Survey in June 1991..
 GA1094
 GA1094.The geoid height was determined by GEOID03.
 GA1094
 GA1094.The dynamic height is computed by dividing the NAVD 88
 GA1094.geopotential number by the normal gravity value computed on the
 GA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1094.degrees latitude (g = 980.6199 gals.).
 GA1094
 GA1094.The modeled gravity was interpolated from observed gravity values.
 GA1094
 GA1094;                    North         East    Units  Estimated Accuracy
 GA1094;SPC TN       -   233,650.      869,370.      MT  (+/- 180 meters Scaled)
 GA1094
 GA1094                          SUPERSEDED SURVEY CONTROL
 GA1094
 GA1094  NGVD 29 (??/??/92)  417.493  (m)         1369.72   (f) ADJ UNCH    2 0
 GA1094
 GA1094.Superseded values are not recommended for survey control.
 GA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1094.See file dsdata.txt to determine how the superseded data were derived.
 GA1094
 GA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA209303(NAD 83)
 GA1094_MARKER: DD = SURVEY DISK
 GA1094_SETTING: 66 = SET IN ROCK OUTCROP
 GA1094_SP_SET: ROCK OUTCROP
 GA1094_STAMPING: 1-34B 1964
 GA1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1094+STABILITY: POSITION/ELEVATION WELL
 GA1094
 GA1094  HISTORY     - Date     Condition        Report By
 GA1094  HISTORY     - 1964     MONUMENTED       TNHD
 GA1094
 GA1094                          STATION DESCRIPTION
 GA1094
 GA1094'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1094'0.9 MI E FROM ROGERSVILLE.
 GA1094'FROM THE POST OFFICE IN ROGERSVILLE, GO 0.4 MILE EASTERLY ON
 GA1094'U.S. HIGHWAY 11W TO COLONIAL STREET, TURN RIGHT AND GO 0.5 MILE
 GA1094'TO A DRIVE CROSSING A RAILROAD, GO SOUTHERLY ALONG THE RAILROAD
 GA1094'15 RAILS TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 3 FEET
 GA1094'EAST OF THE EAST RAIL IN A OUTCROPPING ROCK 2 FEET ABOVE THE
 GA1094'RAILROAD IN A BANK.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1094'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1093 ***********************************************************************
 GA1093  DESIGNATION -  1 34 C
 GA1093  PID         -  GA1093
 GA1093  STATE/COUNTY-  TN/HAWKINS
 GA1093  USGS QUAD   -  BUREM (1976)
 GA1093
 GA1093                         *CURRENT SURVEY CONTROL
 GA1093  ___________________________________________________________________
 GA1093* NAD 83(1986)-  36 23 16.     (N)    082 59 20.     (W)     SCALED    
 GA1093* NAVD 88     -       379.395  (meters)    1244.73   (feet)  ADJUSTED  
 GA1093  ___________________________________________________________________
 GA1093  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1093  DYNAMIC HT  -         379.050 (meters)    1243.60  (feet)  COMP
 GA1093  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GA1093
 GA1093  VERT ORDER  -  SECOND    CLASS 0
 GA1093
 GA1093.The horizontal coordinates were scaled from a topographic map and have
 GA1093.an estimated accuracy of +/- 6 seconds.
 GA1093
 GA1093.The orthometric height was determined by differential leveling
 GA1093.and adjusted by the National Geodetic Survey in June 1991..
 GA1093
 GA1093.The geoid height was determined by GEOID03.
 GA1093
 GA1093.The dynamic height is computed by dividing the NAVD 88
 GA1093.geopotential number by the normal gravity value computed on the
 GA1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1093.degrees latitude (g = 980.6199 gals.).
 GA1093
 GA1093.The modeled gravity was interpolated from observed gravity values.
 GA1093
 GA1093;                    North         East    Units  Estimated Accuracy
 GA1093;SPC TN       -   232,100.      870,110.      MT  (+/- 180 meters Scaled)
 GA1093
 GA1093                          SUPERSEDED SURVEY CONTROL
 GA1093
 GA1093  NGVD 29 (??/??/92)  379.548  (m)         1245.23   (f) ADJ UNCH    2 0
 GA1093
 GA1093.Superseded values are not recommended for survey control.
 GA1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1093.See file dsdata.txt to determine how the superseded data were derived.
 GA1093
 GA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA216287(NAD 83)
 GA1093_MARKER: DD = SURVEY DISK
 GA1093_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1093_SP_SET: UNSPECIFIED ROCK
 GA1093_STAMPING: 1-34C 1964
 GA1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1093
 GA1093  HISTORY     - Date     Condition        Report By
 GA1093  HISTORY     - 1964     MONUMENTED       TNHD
 GA1093
 GA1093                          STATION DESCRIPTION
 GA1093
 GA1093'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1093'1 MI S FROM ROGERSVILLE.
 GA1093'FROM THE JUNCTION OF THE SOUTHERN RAILWAY AND THE ROGERSVILLE SPUR
 GA1093'LINE GO NORTHERLY 3 MILES TO MILE POST NO. 3.  THE MARK IS 21
 GA1093'RAILS NORTH AND 31 PACES WEST, CEMENTED IN A DRILLED HOLE IN THE
 GA1093'TOP OF A LARGE ROCK EMBEDED IN THE GROUND, IN A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2137 ***********************************************************************
 GA2137  DESIGNATION -  1 34 D
 GA2137  PID         -  GA2137
 GA2137  STATE/COUNTY-  TN/HAWKINS
 GA2137  USGS QUAD   -  BULLS GAP (1976)
 GA2137
 GA2137                         *CURRENT SURVEY CONTROL
 GA2137  ___________________________________________________________________
 GA2137* NAD 83(1986)-  36 22 23.     (N)    083 00 24.     (W)     SCALED    
 GA2137* NAVD 88     -       343.274  (meters)    1126.22   (feet)  ADJUSTED  
 GA2137  ___________________________________________________________________
 GA2137  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA2137  DYNAMIC HT  -         342.960 (meters)    1125.19  (feet)  COMP
 GA2137  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA2137
 GA2137  VERT ORDER  -  SECOND    CLASS 0
 GA2137
 GA2137.The horizontal coordinates were scaled from a topographic map and have
 GA2137.an estimated accuracy of +/- 6 seconds.
 GA2137
 GA2137.The orthometric height was determined by differential leveling
 GA2137.and adjusted by the National Geodetic Survey in June 1991..
 GA2137
 GA2137.The geoid height was determined by GEOID03.
 GA2137
 GA2137.The dynamic height is computed by dividing the NAVD 88
 GA2137.geopotential number by the normal gravity value computed on the
 GA2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2137.degrees latitude (g = 980.6199 gals.).
 GA2137
 GA2137.The modeled gravity was interpolated from observed gravity values.
 GA2137
 GA2137;                    North         East    Units  Estimated Accuracy
 GA2137;SPC TN       -   230,420.      868,570.      MT  (+/- 180 meters Scaled)
 GA2137
 GA2137                          SUPERSEDED SURVEY CONTROL
 GA2137
 GA2137  NGVD 29 (??/??/92)  343.487  (m)         1126.92   (f) ADJ UNCH    2 0
 GA2137
 GA2137.Superseded values are not recommended for survey control.
 GA2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2137.See file dsdata.txt to determine how the superseded data were derived.
 GA2137
 GA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA199271(NAD 83)
 GA2137_MARKER: DD = SURVEY DISK
 GA2137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2137_SP_SET: BRIDGE
 GA2137_STAMPING: 1-34 D 1964
 GA2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2137
 GA2137  HISTORY     - Date     Condition        Report By
 GA2137  HISTORY     - 1964     MONUMENTED       TNGS
 GA2137
 GA2137                          STATION DESCRIPTION
 GA2137
 GA2137'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2137'1 MI S FROM CORAN.
 GA2137'FROM THE JUNCTION OF THE SOUTHERN RAILWAY AND THE ROGERSVILLE
 GA2137'SPUR LINE GO NORTHERLY 1.1 MILES TO A RAILROAD TRESTLE CROSSING
 GA2137'THE HOLSTON RIVER.  THE MARK IS IN THE NORTHEAST HEADWALL 9
 GA2137'INCHES BELOW THE RAILS AND 24 INCHES SOUTHEAST OF THE NORTHEAST
 GA2137'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2139 ***********************************************************************
 GA2139  DESIGNATION -  1 36
 GA2139  PID         -  GA2139
 GA2139  STATE/COUNTY-  TN/HAWKINS
 GA2139  USGS QUAD   -  CAMELOT (1976)
 GA2139
 GA2139                         *CURRENT SURVEY CONTROL
 GA2139  ___________________________________________________________________
 GA2139* NAD 83(1986)-  36 24 05.     (N)    083 01 04.     (W)     SCALED    
 GA2139* NAVD 88     -       394.862  (meters)    1295.48   (feet)  ADJUSTED  
 GA2139  ___________________________________________________________________
 GA2139  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2139  DYNAMIC HT  -         394.502 (meters)    1294.30  (feet)  COMP
 GA2139  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA2139
 GA2139  VERT ORDER  -  SECOND    CLASS 0
 GA2139
 GA2139.The horizontal coordinates were scaled from a topographic map and have
 GA2139.an estimated accuracy of +/- 6 seconds.
 GA2139
 GA2139.The orthometric height was determined by differential leveling
 GA2139.and adjusted by the National Geodetic Survey in June 1991..
 GA2139
 GA2139.The geoid height was determined by GEOID03.
 GA2139
 GA2139.The dynamic height is computed by dividing the NAVD 88
 GA2139.geopotential number by the normal gravity value computed on the
 GA2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2139.degrees latitude (g = 980.6199 gals.).
 GA2139
 GA2139.The modeled gravity was interpolated from observed gravity values.
 GA2139
 GA2139;                    North         East    Units  Estimated Accuracy
 GA2139;SPC TN       -   233,530.      867,480.      MT  (+/- 180 meters Scaled)
 GA2139
 GA2139                          SUPERSEDED SURVEY CONTROL
 GA2139
 GA2139  NGVD 29 (??/??/92)  395.077  (m)         1296.18   (f) ADJ UNCH    2 0
 GA2139
 GA2139.Superseded values are not recommended for survey control.
 GA2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2139.See file dsdata.txt to determine how the superseded data were derived.
 GA2139
 GA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA190303(NAD 83)
 GA2139_MARKER: DD = SURVEY DISK
 GA2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2139_STAMPING: 1-36 1964
 GA2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2139+STABILITY: SURFACE MOTION
 GA2139
 GA2139  HISTORY     - Date     Condition        Report By
 GA2139  HISTORY     - 1964     MONUMENTED       TNGS
 GA2139
 GA2139                          STATION DESCRIPTION
 GA2139
 GA2139'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2139'IN ROGERSVILLE.
 GA2139'FROM THE POST OFFICE IN ROGERSVILLE, GO 0.6 MILE WESTERLY ON
 GA2139'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2139'19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W,
 GA2139'32 FEET NORTHEAST OF A TELEPHONE POLE, 21 FEET NORTHEAST OF
 GA2139'THE APPROXIMATE CENTER OF JACKSON STREET AND 1.8 FEET SOUTHEAST
 GA2139'OF A METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2139'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2139'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2144 ***********************************************************************
 GA2144  DESIGNATION -  1 37
 GA2144  PID         -  GA2144
 GA2144  STATE/COUNTY-  TN/HAWKINS
 GA2144  USGS QUAD   -  CAMELOT (1976)
 GA2144
 GA2144                         *CURRENT SURVEY CONTROL
 GA2144  ___________________________________________________________________
 GA2144* NAD 83(1986)-  36 23 20.     (N)    083 02 28.     (W)     SCALED    
 GA2144* NAVD 88     -       372.260  (meters)    1221.32   (feet)  ADJUSTED  
 GA2144  ___________________________________________________________________
 GA2144  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2144  DYNAMIC HT  -         371.920 (meters)    1220.21  (feet)  COMP
 GA2144  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA2144
 GA2144  VERT ORDER  -  SECOND    CLASS 0
 GA2144
 GA2144.The horizontal coordinates were scaled from a topographic map and have
 GA2144.an estimated accuracy of +/- 6 seconds.
 GA2144
 GA2144.The orthometric height was determined by differential leveling
 GA2144.and adjusted by the National Geodetic Survey in June 1991..
 GA2144
 GA2144.The geoid height was determined by GEOID03.
 GA2144
 GA2144.The dynamic height is computed by dividing the NAVD 88
 GA2144.geopotential number by the normal gravity value computed on the
 GA2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2144.degrees latitude (g = 980.6199 gals.).
 GA2144
 GA2144.The modeled gravity was interpolated from observed gravity values.
 GA2144
 GA2144;                    North         East    Units  Estimated Accuracy
 GA2144;SPC TN       -   232,080.      865,430.      MT  (+/- 180 meters Scaled)
 GA2144
 GA2144                          SUPERSEDED SURVEY CONTROL
 GA2144
 GA2144  NGVD 29 (??/??/92)  372.409  (m)         1221.81   (f) ADJ UNCH    2 0
 GA2144
 GA2144.Superseded values are not recommended for survey control.
 GA2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2144.See file dsdata.txt to determine how the superseded data were derived.
 GA2144
 GA2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA169290(NAD 83)
 GA2144_MARKER: DD = SURVEY DISK
 GA2144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2144_SP_SET: CULVERT
 GA2144_STAMPING: 1-37 1964
 GA2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2144
 GA2144  HISTORY     - Date     Condition        Report By
 GA2144  HISTORY     - 1964     MONUMENTED       TNGS
 GA2144
 GA2144                          STATION DESCRIPTION
 GA2144
 GA2144'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2144'2 MI W FROM ROGERSVILLE.
 GA2144'FROM THE POST OFFICE IN ROGERSVILLE, GO 2.1 MILES WESTERLY ON
 GA2144'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS IN THE
 GA2144'NORTHEAST END OF A CULVERT AND 1.8 FEET WEST OF A METAL TVA
 GA2144'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2144'DISK CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2170 ***********************************************************************
 GA2170  DESIGNATION -  1 38
 GA2170  PID         -  GA2170
 GA2170  STATE/COUNTY-  TN/HAWKINS
 GA2170  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2170
 GA2170                         *CURRENT SURVEY CONTROL
 GA2170  ___________________________________________________________________
 GA2170* NAD 83(1986)-  36 21 06.     (N)    083 11 39.     (W)     SCALED    
 GA2170* NAVD 88     -       331.309  (meters)    1086.97   (feet)  ADJUSTED  
 GA2170  ___________________________________________________________________
 GA2170  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2170  DYNAMIC HT  -         331.009 (meters)    1085.99  (feet)  COMP
 GA2170  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GA2170
 GA2170  VERT ORDER  -  SECOND    CLASS 0
 GA2170
 GA2170.The horizontal coordinates were scaled from a topographic map and have
 GA2170.an estimated accuracy of +/- 6 seconds.
 GA2170
 GA2170.The orthometric height was determined by differential leveling
 GA2170.and adjusted by the National Geodetic Survey in June 1991..
 GA2170
 GA2170.The geoid height was determined by GEOID03.
 GA2170
 GA2170.The dynamic height is computed by dividing the NAVD 88
 GA2170.geopotential number by the normal gravity value computed on the
 GA2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2170.degrees latitude (g = 980.6199 gals.).
 GA2170
 GA2170.The modeled gravity was interpolated from observed gravity values.
 GA2170
 GA2170;                    North         East    Units  Estimated Accuracy
 GA2170;SPC TN       -   227,550.      851,820.      MT  (+/- 180 meters Scaled)
 GA2170
 GA2170                          SUPERSEDED SURVEY CONTROL
 GA2170
 GA2170  NGVD 29 (??/??/92)  331.449  (m)         1087.43   (f) ADJ UNCH    2 0
 GA2170
 GA2170.Superseded values are not recommended for survey control.
 GA2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2170.See file dsdata.txt to determine how the superseded data were derived.
 GA2170
 GA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA031251(NAD 83)
 GA2170_MARKER: DD = SURVEY DISK
 GA2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2170_STAMPING: 1-38 1964
 GA2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2170+STABILITY: SURFACE MOTION
 GA2170
 GA2170  HISTORY     - Date     Condition        Report By
 GA2170  HISTORY     - 1964     MONUMENTED       TNGS
 GA2170
 GA2170                          STATION DESCRIPTION
 GA2170
 GA2170'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2170'2.5 MI E FROM MOORESBURG.
 GA2170'FROM THE POST OFFICE IN ROGERSVILLE, GO 12.2 MILES WESTERLY
 GA2170'ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2170'1.9 FEET NORTH NORTHWEST OF A METAL WITNESS POST, 18 FEET SOUTH
 GA2170'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 15
 GA2170'FEET NORTH OF THE NORTHEAST ENTRANCE POST ON THE WEST SIDE
 GA2170'OF THE HARMONY MOTEL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2170'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2170'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2171 ***********************************************************************
 GA2171  DESIGNATION -  1 39
 GA2171  PID         -  GA2171
 GA2171  STATE/COUNTY-  TN/HAWKINS
 GA2171  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2171
 GA2171                         *CURRENT SURVEY CONTROL
 GA2171  ___________________________________________________________________
 GA2171* NAD 83(1986)-  36 20 54.     (N)    083 11 59.     (W)     SCALED    
 GA2171* NAVD 88     -       332.339  (meters)    1090.35   (feet)  ADJUSTED  
 GA2171  ___________________________________________________________________
 GA2171  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2171  DYNAMIC HT  -         332.038 (meters)    1089.36  (feet)  COMP
 GA2171  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 GA2171
 GA2171  VERT ORDER  -  SECOND    CLASS 0
 GA2171
 GA2171.The horizontal coordinates were scaled from a topographic map and have
 GA2171.an estimated accuracy of +/- 6 seconds.
 GA2171
 GA2171.The orthometric height was determined by differential leveling
 GA2171.and adjusted by the National Geodetic Survey in June 1991..
 GA2171
 GA2171.The geoid height was determined by GEOID03.
 GA2171
 GA2171.The dynamic height is computed by dividing the NAVD 88
 GA2171.geopotential number by the normal gravity value computed on the
 GA2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2171.degrees latitude (g = 980.6199 gals.).
 GA2171
 GA2171.The modeled gravity was interpolated from observed gravity values.
 GA2171
 GA2171;                    North         East    Units  Estimated Accuracy
 GA2171;SPC TN       -   227,160.      851,330.      MT  (+/- 180 meters Scaled)
 GA2171
 GA2171                          SUPERSEDED SURVEY CONTROL
 GA2171
 GA2171  NGVD 29 (??/??/92)  332.479  (m)         1090.81   (f) ADJ UNCH    2 0
 GA2171
 GA2171.Superseded values are not recommended for survey control.
 GA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2171.See file dsdata.txt to determine how the superseded data were derived.
 GA2171
 GA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA026248(NAD 83)
 GA2171_MARKER: DD = SURVEY DISK
 GA2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2171_STAMPING: 1-39 1964
 GA2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2171+STABILITY: SURFACE MOTION
 GA2171
 GA2171  HISTORY     - Date     Condition        Report By
 GA2171  HISTORY     - 1964     MONUMENTED       TNGS
 GA2171
 GA2171                          STATION DESCRIPTION
 GA2171
 GA2171'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2171'2 MI E FROM MOORESBURG.
 GA2171'FROM THE POST OFFICE IN ROGERSVILLE, GO 12.6 MILES WESTERLY
 GA2171'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS
 GA2171'LOCATED 1.6 FEET SOUTH OF A METAL WITNESS POST, 3 FEET SOUTH OF
 GA2171'AN 8-INCH MAPLE TREE AND 37 FEET NORTHWEST OF THE APPROXIMATE
 GA2171'CENTER OF U.S. HIGHWAY 11W.  THE MARK IS A STANDARD TENNESSEE
 GA2171'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2171'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2175 ***********************************************************************
 GA2175  DESIGNATION -  1 40
 GA2175  PID         -  GA2175
 GA2175  STATE/COUNTY-  TN/HAWKINS
 GA2175  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2175
 GA2175                         *CURRENT SURVEY CONTROL
 GA2175  ___________________________________________________________________
 GA2175* NAD 83(1986)-  36 20 43.     (N)    083 13 37.     (W)     SCALED    
 GA2175* NAVD 88     -       331.899  (meters)    1088.91   (feet)  ADJUSTED  
 GA2175  ___________________________________________________________________
 GA2175  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA2175  DYNAMIC HT  -         331.599 (meters)    1087.92  (feet)  COMP
 GA2175  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GA2175
 GA2175  VERT ORDER  -  SECOND    CLASS 0
 GA2175
 GA2175.The horizontal coordinates were scaled from a topographic map and have
 GA2175.an estimated accuracy of +/- 6 seconds.
 GA2175
 GA2175.The orthometric height was determined by differential leveling
 GA2175.and adjusted by the National Geodetic Survey in June 1991..
 GA2175
 GA2175.The geoid height was determined by GEOID03.
 GA2175
 GA2175.The dynamic height is computed by dividing the NAVD 88
 GA2175.geopotential number by the normal gravity value computed on the
 GA2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2175.degrees latitude (g = 980.6199 gals.).
 GA2175
 GA2175.The modeled gravity was interpolated from observed gravity values.
 GA2175
 GA2175;                    North         East    Units  Estimated Accuracy
 GA2175;SPC TN       -   226,750.      848,900.      MT  (+/- 180 meters Scaled)
 GA2175
 GA2175                          SUPERSEDED SURVEY CONTROL
 GA2175
 GA2175  NGVD 29 (??/??/92)  332.038  (m)         1089.36   (f) ADJ UNCH    2 0
 GA2175
 GA2175.Superseded values are not recommended for survey control.
 GA2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2175.See file dsdata.txt to determine how the superseded data were derived.
 GA2175
 GA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA001245(NAD 83)
 GA2175_MARKER: DD = SURVEY DISK
 GA2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2175_STAMPING: 1-40 1964
 GA2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2175+STABILITY: SURFACE MOTION
 GA2175
 GA2175  HISTORY     - Date     Condition        Report By
 GA2175  HISTORY     - 1964     MONUMENTED       TNGS
 GA2175
 GA2175                          STATION DESCRIPTION
 GA2175
 GA2175'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2175'IN MOORESBURG.
 GA2175'FROM THE POST OFFICE IN ROGERSVILLE GO 14.2 MILES WESTERLY
 GA2175'ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS
 GA2175'LOCATED 25 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11W,
 GA2175'2.3 FEET NORTH OF A METAL WITNESS POST AND 3 FEET NORTH OF A
 GA2175'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2175'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2175'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0310 ***********************************************************************
 GC0310  DESIGNATION -  10 1
 GC0310  PID         -  GC0310
 GC0310  STATE/COUNTY-  TN/TROUSDALE
 GC0310  USGS QUAD   -  BETHPAGE (1994)
 GC0310
 GC0310                         *CURRENT SURVEY CONTROL
 GC0310  ___________________________________________________________________
 GC0310* NAD 83(1986)-  36 26 02.     (N)    086 16 00.     (W)     SCALED    
 GC0310* NAVD 88     -       205.992  (meters)     675.83   (feet)  ADJUSTED  
 GC0310  ___________________________________________________________________
 GC0310  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0310  DYNAMIC HT  -         205.824 (meters)     675.27  (feet)  COMP
 GC0310  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GC0310
 GC0310  VERT ORDER  -  SECOND    CLASS 0
 GC0310
 GC0310.The horizontal coordinates were scaled from a topographic map and have
 GC0310.an estimated accuracy of +/- 6 seconds.
 GC0310
 GC0310.The orthometric height was determined by differential leveling
 GC0310.and adjusted by the National Geodetic Survey in June 1991..
 GC0310
 GC0310.The geoid height was determined by GEOID03.
 GC0310
 GC0310.The dynamic height is computed by dividing the NAVD 88
 GC0310.geopotential number by the normal gravity value computed on the
 GC0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0310.degrees latitude (g = 980.6199 gals.).
 GC0310
 GC0310.The modeled gravity was interpolated from observed gravity values.
 GC0310
 GC0310;                    North         East    Units  Estimated Accuracy
 GC0310;SPC TN       -   233,090.      576,090.      MT  (+/- 180 meters Scaled)
 GC0310
 GC0310                          SUPERSEDED SURVEY CONTROL
 GC0310
 GC0310  NGVD 29 (??/??/92)  206.059  (m)          676.05   (f) ADJ UNCH    2 0
 GC0310
 GC0310.Superseded values are not recommended for survey control.
 GC0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0310.See file dsdata.txt to determine how the superseded data were derived.
 GC0310
 GC0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657323(NAD 83)
 GC0310_MARKER: DD = SURVEY DISK
 GC0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0310_SP_SET: CULVERT
 GC0310_STAMPING: 10-1 1961
 GC0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0310
 GC0310  HISTORY     - Date     Condition        Report By
 GC0310  HISTORY     - 1961     MONUMENTED       TNHD
 GC0310
 GC0310                          STATION DESCRIPTION
 GC0310
 GC0310'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0310'4.7 MI S FROM BRANSFORD.
 GC0310'FROM THE INTERSECTION OF U.S. 231 AND U.S. 31E AT BRANSFORD,
 GC0310'GO 4.7 MILES SOUTH ON U.S. 231 TO A 6 FOOT CONCRETE BOX CULVERT
 GC0310'ON THE RIGHT.  THE MARK IS A STANDARD TENNESSEE BENCH MARK
 GC0310'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE SOUTH
 GC0310'END OF THE WEST HEADWALL OF THE CULVERT AND 20.5 FEET WEST OF
 GC0310'THE CENTERLINE OF U.S. 231 ABOUT 1-INCH HIGHER THAN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0328 ***********************************************************************
 GC0328  DESIGNATION -  10 EOM
 GC0328  PID         -  GC0328
 GC0328  STATE/COUNTY-  TN/SUMNER
 GC0328  USGS QUAD   -  BETHPAGE (1994)
 GC0328
 GC0328                         *CURRENT SURVEY CONTROL
 GC0328  ___________________________________________________________________
 GC0328* NAD 83(1986)-  36 26 44.     (N)    086 21 40.     (W)     SCALED    
 GC0328* NAVD 88     -       181.424  (meters)     595.22   (feet)  ADJUSTED  
 GC0328  ___________________________________________________________________
 GC0328  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0328  DYNAMIC HT  -         181.278 (meters)     594.74  (feet)  COMP
 GC0328  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GC0328
 GC0328  VERT ORDER  -  SECOND    CLASS 0
 GC0328
 GC0328.The horizontal coordinates were scaled from a topographic map and have
 GC0328.an estimated accuracy of +/- 6 seconds.
 GC0328
 GC0328.The orthometric height was determined by differential leveling
 GC0328.and adjusted by the National Geodetic Survey in June 1991..
 GC0328
 GC0328.The geoid height was determined by GEOID03.
 GC0328
 GC0328.The dynamic height is computed by dividing the NAVD 88
 GC0328.geopotential number by the normal gravity value computed on the
 GC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0328.degrees latitude (g = 980.6199 gals.).
 GC0328
 GC0328.The modeled gravity was interpolated from observed gravity values.
 GC0328
 GC0328;                    North         East    Units  Estimated Accuracy
 GC0328;SPC TN       -   234,410.      567,630.      MT  (+/- 180 meters Scaled)
 GC0328
 GC0328                          SUPERSEDED SURVEY CONTROL
 GC0328
 GC0328  NGVD 29 (??/??/??)  181.53   (m)          595.6    (f) RESET       3  
 GC0328
 GC0328.Superseded values are not recommended for survey control.
 GC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0328.See file dsdata.txt to determine how the superseded data were derived.
 GC0328
 GC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF572335(NAD 83)
 GC0328_MARKER: DD = SURVEY DISK
 GC0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0328_STAMPING: 10 EOM
 GC0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0328+STABILITY: SURFACE MOTION
 GC0328
 GC0328  HISTORY     - Date     Condition        Report By
 GC0328  HISTORY     - UNK      MONUMENTED       USGS
 GC0328  HISTORY     - 1961     GOOD             TNHD
 GC0328
 GC0328                          STATION DESCRIPTION
 GC0328
 GC0328'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0328'4.2 MI S FROM BETHPAGE.
 GC0328'FROM THE U.S. POST OFFICE AT BETHPAGE, 4.2 MILES SOUTH ON U.S.
 GC0328'31E TO THE SHILOH PRESBYTERIAN CHURCH ON THE LEFT.  THE MARK IS
 GC0328'LOCATED 80.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 GC0328'106.5 FEET EAST OF THE CENTERLINE OF U.S. 31E, 1.5 FEET SOUTH OF
 GC0328'AN EAST-WEST FENCE AND 18 FEET NORTHEAST OF A 3 FOOT HACKBERRY
 GC0328'TREE.  THE MARK IS A STANDARD USGS BENCH MARK SET IN THE TOP OF A
 GC0328'CONCRETE POST AND STAMPED 10 EOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2691 ***********************************************************************
 GC2691  DESIGNATION -  10 WDL
 GC2691  PID         -  GC2691
 GC2691  STATE/COUNTY-  TN/STEWART
 GC2691  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2691
 GC2691                         *CURRENT SURVEY CONTROL
 GC2691  ___________________________________________________________________
 GC2691* NAD 83(1995)-  36 35 06.11300(N)    087 46 12.14906(W)     ADJUSTED  
 GC2691* NAVD 88     -       204.03   (+/-2cm)     669.4    (feet)  VERTCON   
 GC2691  ___________________________________________________________________
 GC2691  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 GC2691  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC2691
 GC2691  HORZ ORDER  -  SECOND
 GC2691  VERT ORDER  -  THIRD ? (See Below)
 GC2691
 GC2691.The horizontal coordinates were established by classical geodetic methods
 GC2691.and adjusted by the National Geodetic Survey in April 1999..
 GC2691
 GC2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2691.The vertical order pertains to the NGVD 29 superseded value.
 GC2691
 GC2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2691
 GC2691.The geoid height was determined by GEOID03.
 GC2691
 GC2691;                    North         East     Units Scale Factor Converg.
 GC2691;SPC TN       -   251,264.608   441,596.828   MT  1.00003420   -1 02 10.5
 GC2691;SPC TN       -   824,357.30  1,448,805.59   sFT  1.00003420   -1 02 10.5
 GC2691;SPC KY1Z     - 1,029,892.946 1,319,206.187   MT  1.00015644   -1 14 24.8
 GC2691;SPC KY1Z     - 3,378,907.11  4,328,095.63   sFT  1.00015644   -1 14 24.8
 GC2691;SPC KY S     -   529,864.710   319,228.658   MT  1.00003023   -1 13 30.3
 GC2691;SPC KY S     - 1,738,397.80  1,047,336.02   sFT  1.00003023   -1 13 30.3
 GC2691;UTM  16      - 4,049,116.074   431,113.611   MT  0.99965846   -0 27 32.3
 GC2691
 GC2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2691!SPC TN       -   0.99997256  x   1.00003420  =   1.00000676
 GC2691!SPC KY1Z     -   0.99997256  x   1.00015644  =   1.00012900
 GC2691!SPC KY S     -   0.99997256  x   1.00003023  =   1.00000279
 GC2691!UTM  16      -   0.99997256  x   0.99965846  =   0.99963103
 GC2691
 GC2691                          SUPERSEDED SURVEY CONTROL
 GC2691
 GC2691  NAD 83(1995)-  36 35 06.11401(N)    087 46 12.14975(W) AD(       ) 2
 GC2691  NAD 83(1995)-  36 35 06.11825(N)    087 46 12.15349(W) AD(       ) 2
 GC2691  NAD 83(1986)-  36 35 06.12234(N)    087 46 12.15172(W) AD(       ) 2
 GC2691  NAD 27      -  36 35 05.94400(N)    087 46 12.07900(W) AD(       ) 2
 GC2691  NGVD 29 (07/19/86)  204.07   (m)          669.5    (f) LEVELING    3  
 GC2691
 GC2691.Superseded values are not recommended for survey control.
 GC2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2691.See file dsdata.txt to determine how the superseded data were derived.
 GC2691
 GC2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3111449116(NAD 83)
 GC2691_MARKER: DB = BENCH MARK DISK
 GC2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2691_STAMPING: WDL 10 1947 670
 GC2691_MARK LOGO: USGS  
 GC2691
 GC2691  HISTORY     - Date     Condition        Report By
 GC2691  HISTORY     - 1953     MONUMENTED       USGS
 GC2691
 GC2691                          STATION DESCRIPTION
 GC2691
 GC2691'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 GC2691'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF DOVER AND 4 MILES
 GC2691'SOUTHEAST OF BUMPUS MILLS.  IT IS 32 FEET SOUTHEAST OF THE CENTER OF
 GC2691'STATE HIGHWAY 120 AND 6 FEET NORTHEAST OF AN 8 INCH OAK TREE.  THE
 GC2691'MARK IS A 6 X 6 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES
 GC2691'WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED WDL 10
 GC2691'1947 670 (FEET ABOVE SEA LEVEL).
 GC2691'
 GC2691'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BIG ROCK
 GC2691'AND THE DISTANCE IS 218.615 METERS (717.24 FEET).
 GC2691'
 GC2691'TO REACH THE STATION FROM THE SOUTH END OF A BRIDGE OVER SALINE CREEK
 GC2691'IN BUMPUS MILLS, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 120 FOR
 GC2691'5.7 MILES TO A CURVE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2620 ***********************************************************************
 AJ2620  DESIGNATION -  100
 AJ2620  PID         -  AJ2620
 AJ2620  STATE/COUNTY-  TN/SHELBY
 AJ2620  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2620
 AJ2620                         *CURRENT SURVEY CONTROL
 AJ2620  ___________________________________________________________________
 AJ2620* NAD 83(1995)-  35 08 05.75192(N)    089 57 37.58029(W)     ADJUSTED  
 AJ2620* NAVD 88     -        80.35   (meters)     263.6    (feet)  LEVELING  
 AJ2620  ___________________________________________________________________
 AJ2620  X           -       3,605.545 (meters)                     COMP
 AJ2620  Y           -  -5,221,868.372 (meters)                     COMP
 AJ2620  Z           -   3,650,149.597 (meters)                     COMP
 AJ2620  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2620  ELLIP HEIGHT-          53.02  (meters)          (04/26/01) GPS OBS
 AJ2620  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2620
 AJ2620  HORZ ORDER  -  FIRST
 AJ2620  VERT ORDER  -  THIRD ?
 AJ2620  ELLP ORDER  -  FOURTH    CLASS I
 AJ2620
 AJ2620.The horizontal coordinates were established by GPS observations
 AJ2620.and adjusted by the National Geodetic Survey in April 2001..
 AJ2620
 AJ2620.The orthometric height was determined by differential leveling.
 AJ2620.The vertical network tie was performed by a horz. field party for horz.
 AJ2620.obs reductions. Reset procedures were used to establish the elevation.
 AJ2620
 AJ2620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2620
 AJ2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2620
 AJ2620.The ellipsoidal height was determined by GPS observations
 AJ2620.and is referenced to NAD 83.
 AJ2620
 AJ2620.The geoid height was determined by GEOID03.
 AJ2620
 AJ2620;                    North         East     Units Scale Factor Converg.
 AJ2620;SPC TN       -    96,240.602   239,143.730   MT  1.00002230   -2 19 07.0
 AJ2620;SPC TN       -   315,749.38    784,590.72   sFT  1.00002230   -2 19 07.0
 AJ2620;UTM  16      - 3,892,019.193   230,258.408   MT  1.00049682   -1 42 17.2
 AJ2620;UTM  15      - 3,892,236.700   776,953.100   MT  1.00054542   +1 45 01.4
 AJ2620
 AJ2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2620!SPC TN       -   0.99999168  x   1.00002230  =   1.00001398
 AJ2620!UTM  16      -   0.99999168  x   1.00049682  =   1.00048849
 AJ2620!UTM  15      -   0.99999168  x   1.00054542  =   1.00053709
 AJ2620
 AJ2620                          SUPERSEDED SURVEY CONTROL
 AJ2620
 AJ2620.No superseded survey control is available for this station.
 AJ2620
 AJ2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3025892019(NAD 83)
 AJ2620_MARKER: DD = SURVEY DISK
 AJ2620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2620+WITH SETTING: INFORMATION.
 AJ2620_STAMPING: 100
 AJ2620_MARK LOGO: MLGW  
 AJ2620_PROJECTION: FLUSH
 AJ2620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2620+STABILITY: SURFACE MOTION
 AJ2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2620+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2620_ROD/PIPE-DEPTH:  0.8 meters
 AJ2620
 AJ2620  HISTORY     - Date     Condition        Report By
 AJ2620  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2620  HISTORY     - 20030513 GOOD             TN1620
 AJ2620
 AJ2620                          STATION DESCRIPTION
 AJ2620
 AJ2620'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2620'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2620'0.60 MILE (0.97 KM) NORTHEAST OF TOBEY CITY PARK.
 AJ2620'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2620'TILLMAN STREET PROCEED ON WALNUT GROVE ROAD FOR APPROXIMATELY 0.12
 AJ2620'MILES (0.19 KM) TO HAYDEN STREET.  THE STATION IS ON THE RIGHT.
 AJ2620'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2620'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2620'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 162.70 FEET (49.59 M)
 AJ2620'WEST OF THE CENTERLINE OF HAYDEN STREET PROJECTED SOUTH, 47.50 FEET
 AJ2620'(14.48 M) WEST OF A CONCRETE LIGHT POLE NO.  236127, 5.00 FEET (1.52
 AJ2620'M) EAST OF THE CENTERLINE OF A CONCRETE DRIVEWAY APRON TO ADDRESS
 AJ2620'3050, 2.10 FEET (0.64 M) SOUTH OF THE SOUTH CURBLINE OF WALNUT GROVE
 AJ2620'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2620
 AJ2620                          STATION RECOVERY (2003)
 AJ2620
 AJ2620'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0209 ***********************************************************************
 FD0209  DESIGNATION -  1003
 FD0209  PID         -  FD0209
 FD0209  STATE/COUNTY-  TN/FRANKLIN
 FD0209  USGS QUAD   -  BELVIDERE (1982)
 FD0209
 FD0209                         *CURRENT SURVEY CONTROL
 FD0209  ___________________________________________________________________
 FD0209* NAD 83(1986)-  35 08 39.     (N)    086 10 03.     (W)     SCALED    
 FD0209* NAVD 88     -       304.897  (meters)    1000.32   (feet)  ADJUSTED  
 FD0209  ___________________________________________________________________
 FD0209  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0209  DYNAMIC HT  -         304.596 (meters)     999.33  (feet)  COMP
 FD0209  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 FD0209
 FD0209  VERT ORDER  -  FIRST     CLASS II
 FD0209
 FD0209.The horizontal coordinates were scaled from a topographic map and have
 FD0209.an estimated accuracy of +/- 6 seconds.
 FD0209
 FD0209.The orthometric height was determined by differential leveling
 FD0209.and adjusted by the National Geodetic Survey in June 1991..
 FD0209
 FD0209.The geoid height was determined by GEOID03.
 FD0209
 FD0209.The dynamic height is computed by dividing the NAVD 88
 FD0209.geopotential number by the normal gravity value computed on the
 FD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0209.degrees latitude (g = 980.6199 gals.).
 FD0209
 FD0209.The modeled gravity was interpolated from observed gravity values.
 FD0209
 FD0209;                    North         East    Units  Estimated Accuracy
 FD0209;SPC TN       -    89,980.      584,740.      MT  (+/- 180 meters Scaled)
 FD0209
 FD0209                          SUPERSEDED SURVEY CONTROL
 FD0209
 FD0209  NGVD 29 (??/??/92)  304.864  (m)         1000.21   (f) ADJ UNCH    1 2
 FD0209
 FD0209.Superseded values are not recommended for survey control.
 FD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0209.See file dsdata.txt to determine how the superseded data were derived.
 FD0209
 FD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED758893(NAD 83)
 FD0209_MARKER: DD = SURVEY DISK
 FD0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0209_SP_SET: CULVERT
 FD0209_STAMPING: 1003 NASHVILLE 1899
 FD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0209
 FD0209  HISTORY     - Date     Condition        Report By
 FD0209  HISTORY     - 1899     MONUMENTED       USGS
 FD0209  HISTORY     - 1949     GOOD             NGS
 FD0209
 FD0209                          STATION DESCRIPTION
 FD0209
 FD0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0209'2 MI NE FROM BELVIDERE.
 FD0209'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0209'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, AT THE NORTHEAST
 FD0209'END OF THE RAILWAY SIDING AT KASSERMAN, SET VERTICALLY IN THE
 FD0209'SOUTHEAST FACE OF THE SOUTHEAST STONE HEAD WALL OF A 5-FOOT
 FD0209'STONE CULVERT, 9.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3
 FD0209'FEET BELOW THE TOP OF THE TOP STONE OF HEAD WALL, 5 FEET SOUTHWEST
 FD0209'OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 4 1/2 FEET
 FD0209'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0880 ***********************************************************************
 FD0880  DESIGNATION -  1006 NASH
 FD0880  PID         -  FD0880
 FD0880  STATE/COUNTY-  TN/LAWRENCE
 FD0880  USGS QUAD   -  SUMMERTOWN (1976)
 FD0880
 FD0880                         *CURRENT SURVEY CONTROL
 FD0880  ___________________________________________________________________
 FD0880* NAD 83(1986)-  35 26 00.     (N)    087 18 52.     (W)     SCALED    
 FD0880* NAVD 88     -       307.132  (meters)    1007.65   (feet)  ADJUSTED  
 FD0880  ___________________________________________________________________
 FD0880  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0880  DYNAMIC HT  -         306.848 (meters)    1006.72  (feet)  COMP
 FD0880  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0880
 FD0880  VERT ORDER  -  FIRST     CLASS II
 FD0880
 FD0880.The horizontal coordinates were scaled from a topographic map and have
 FD0880.an estimated accuracy of +/- 6 seconds.
 FD0880
 FD0880.The orthometric height was determined by differential leveling
 FD0880.and adjusted by the National Geodetic Survey in June 1991..
 FD0880
 FD0880.The geoid height was determined by GEOID03.
 FD0880
 FD0880.The dynamic height is computed by dividing the NAVD 88
 FD0880.geopotential number by the normal gravity value computed on the
 FD0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0880.degrees latitude (g = 980.6199 gals.).
 FD0880
 FD0880.The modeled gravity was interpolated from observed gravity values.
 FD0880
 FD0880;                    North         East    Units  Estimated Accuracy
 FD0880;SPC TN       -   122,850.      480,650.      MT  (+/- 180 meters Scaled)
 FD0880
 FD0880                          SUPERSEDED SURVEY CONTROL
 FD0880
 FD0880  NGVD 29 (??/??/92)  307.102  (m)         1007.55   (f) ADJ UNCH    1 2
 FD0880
 FD0880.Superseded values are not recommended for survey control.
 FD0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0880.See file dsdata.txt to determine how the superseded data were derived.
 FD0880
 FD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE714211(NAD 83)
 FD0880_MARKER: P = PIPE CAP
 FD0880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0880_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0880_STAMPING: 1006 NASH-VILLE 1902
 FD0880_MARK LOGO: USGS  
 FD0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0880
 FD0880  HISTORY     - Date     Condition        Report By
 FD0880  HISTORY     - 1902     MONUMENTED       USGS
 FD0880  HISTORY     - 1949     GOOD             NGS
 FD0880  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0880
 FD0880                          STATION DESCRIPTION
 FD0880
 FD0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0880'AT SUMMERTOWN.
 FD0880'AT SUMMERTOWN, ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 20 FROM
 FD0880'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 FD0880'SUMMERTOWN THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 FD0880'AT THE POST OFFICE, 62 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 FD0880'THE EAST CORNER OF THE CONCRETE BLOCK POST OFFICE BUILDING,
 FD0880'35 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 20 FEET
 FD0880'NORTH OF THE WEST CORNER OF AN OLD HOTEL BUILDING, 14 FEET WEST
 FD0880'OF A 36-INCH OAK TREE, 15 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 FD0880'OF A CONCRETE WALK LEADING TO OLD HOTEL, 5.5 FEET SOUTHEAST OF
 FD0880'THE SOUTHEAST EDGE OF A SIDE WALK, 1 FOOT NORTHWEST OF A WHITE
 FD0880'WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL ROAD AND PROJECTING
 FD0880'6 INCHES.
 FD0880
 FD0880                          STATION RECOVERY (1983)
 FD0880
 FD0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0880'NOT RECOVERED, THE AREA HAS BEEN UNDERGOING A LOT OF CHANGES, THE OLD
 FD0880'HOTEL IS NOW A RESIDENCE.  MARK IS BELEIVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2621 ***********************************************************************
 AJ2621  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2621  DESIGNATION -  101
 AJ2621  PID         -  AJ2621
 AJ2621  STATE/COUNTY-  TN/SHELBY
 AJ2621  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2621
 AJ2621                         *CURRENT SURVEY CONTROL
 AJ2621  ___________________________________________________________________
 AJ2621* NAD 83(1995)-  35 08 04.73328(N)    089 59 45.39656(W)     ADJUSTED  
 AJ2621* NAVD 88     -        86.51   (meters)     283.8    (feet)  GPS OBS   
 AJ2621  ___________________________________________________________________
 AJ2621  X           -         369.707 (meters)                     COMP
 AJ2621  Y           -  -5,221,892.691 (meters)                     COMP
 AJ2621  Z           -   3,650,127.458 (meters)                     COMP
 AJ2621  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AJ2621  ELLIP HEIGHT-          59.16  (meters)          (05/31/05) GPS OBS
 AJ2621  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2621
 AJ2621  HORZ ORDER  -  FIRST
 AJ2621  ELLP ORDER  -  FOURTH    CLASS II
 AJ2621
 AJ2621.The horizontal coordinates were established by GPS observations
 AJ2621.and adjusted by the National Geodetic Survey in May 2005..
 AJ2621
 AJ2621.The orthometric height was determined by GPS observations and a
 AJ2621.high-resolution geoid model using precise GPS observation and
 AJ2621.processing techniques. It supersedes the leveled height previously
 AJ2621.determined for this station.
 AJ2621
 AJ2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2621
 AJ2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2621
 AJ2621.The ellipsoidal height was determined by GPS observations
 AJ2621.and is referenced to NAD 83.
 AJ2621
 AJ2621.The geoid height was determined by GEOID03.
 AJ2621
 AJ2621;                    North         East     Units Scale Factor Converg.
 AJ2621;SPC TN       -    96,340.734   235,909.236   MT  1.00002236   -2 20 21.8
 AJ2621;SPC TN       -   316,077.89    773,978.89   sFT  1.00002236   -2 20 21.8
 AJ2621;UTM  16      - 3,892,084.689   227,021.457   MT  1.00051847   -1 43 30.8
 AJ2621;UTM  15      - 3,892,106.992   773,717.999   MT  1.00052346   +1 43 47.7
 AJ2621
 AJ2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2621!SPC TN       -   0.99999071  x   1.00002236  =   1.00001307
 AJ2621!UTM  16      -   0.99999071  x   1.00051847  =   1.00050918
 AJ2621!UTM  15      -   0.99999071  x   1.00052346  =   1.00051417
 AJ2621
 AJ2621                          SUPERSEDED SURVEY CONTROL
 AJ2621
 AJ2621  NAD 83(1995)-  35 08 04.73244(N)    089 59 45.39700(W) AD(       ) 1
 AJ2621  ELLIP H (04/26/01)   59.21   (m)                       GP(       ) 4 1
 AJ2621  NAVD 88 (03/28/02)   86.53   (m)          283.9    (f) LEVELING    3  
 AJ2621
 AJ2621.Superseded values are not recommended for survey control.
 AJ2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2621.See file dsdata.txt to determine how the superseded data were derived.
 AJ2621
 AJ2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2702192085(NAD 83)
 AJ2621_MARKER: DD = SURVEY DISK
 AJ2621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2621+WITH SETTING: INFORMATION.
 AJ2621_STAMPING: 101
 AJ2621_MARK LOGO: MLGW  
 AJ2621_PROJECTION: FLUSH
 AJ2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2621+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 AJ2621_ROD/PIPE-DEPTH: 0.8  meters
 AJ2621
 AJ2621  HISTORY     - Date     Condition        Report By
 AJ2621  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2621  HISTORY     - 20030416 GOOD             USACE
 AJ2621  HISTORY     - 20030702 GOOD             EMCINC
 AJ2621
 AJ2621                          STATION DESCRIPTION
 AJ2621
 AJ2621'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2621'THE STATION IS LOCATED IN WEST SHELBY COUNTY APPROXIMATELY 0.50 MILES
 AJ2621'(0.80 KM) SOUTH OF OVERTON CITY PARK.
 AJ2621'TO REACH THE STATION FROM THE INTERSECTION OF UNION AVENUE AND EAST
 AJ2621'PARKWAY SOUTH, PROCEED WEST ON UNION AVENUE FOR APPROXIMATELY 0.70
 AJ2621'MILES (1.13 KM) TO REMBERT STREET.  THE STATION IS ON THE LEFT.
 AJ2621'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2621'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE
 AJ2621'SIDEWALK ON THE SOUTH SIDE OF UNION AVENUE IN FRONT OF ADDRESS 1971
 AJ2621'UNION AVENUE, 25.00 FEET (7.62 M) WEST OF THE CENTERLINE PROJECTION OF
 AJ2621'REMBERT STREET, 2.90 FEET (0.88 M) SOUTH OF THE SOUTH CURBLINE OF
 AJ2621'UNION AVENUE.  THE CAP IS SET FLUSH WITH THE SIDEWALK.
 AJ2621
 AJ2621                          STATION RECOVERY (2003)
 AJ2621
 AJ2621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 AJ2621'RECOVERED IN GOOD CONDITION.
 AJ2621
 AJ2621                          STATION RECOVERY (2003)
 AJ2621
 AJ2621'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ2621'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0855 ***********************************************************************
 GD0855  DESIGNATION -  10/11 BOLT
 GD0855  PID         -  GD0855
 GD0855  STATE/COUNTY-  TN/LAKE
 GD0855  USGS QUAD   -  MOORING (1983)
 GD0855
 GD0855                         *CURRENT SURVEY CONTROL
 GD0855  ___________________________________________________________________
 GD0855* NAD 83(1986)-  36 15 35.     (N)    089 31 30.     (W)     SCALED    
 GD0855* NAVD 88     -        82.855  (meters)     271.83   (feet)  ADJUSTED  
 GD0855  ___________________________________________________________________
 GD0855  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0855  DYNAMIC HT  -          82.787 (meters)     271.61  (feet)  COMP
 GD0855  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0855
 GD0855  VERT ORDER  -  FIRST     CLASS II
 GD0855
 GD0855.The horizontal coordinates were scaled from a topographic map and have
 GD0855.an estimated accuracy of +/- 6 seconds.
 GD0855
 GD0855.The orthometric height was determined by differential leveling
 GD0855.and adjusted by the National Geodetic Survey in June 1991..
 GD0855
 GD0855.The geoid height was determined by GEOID03.
 GD0855
 GD0855.The dynamic height is computed by dividing the NAVD 88
 GD0855.geopotential number by the normal gravity value computed on the
 GD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0855.degrees latitude (g = 980.6199 gals.).
 GD0855
 GD0855.The modeled gravity was interpolated from observed gravity values.
 GD0855
 GD0855;                    North         East    Units  Estimated Accuracy
 GD0855;SPC TN       -   219,440.      283,300.      MT  (+/- 180 meters Scaled)
 GD0855
 GD0855                          SUPERSEDED SURVEY CONTROL
 GD0855
 GD0855  NGVD 29 (??/??/??)   82.779  (m)          271.58   (f) ADJUSTED    1 2
 GD0855
 GD0855.Superseded values are not recommended for survey control.
 GD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0855.See file dsdata.txt to determine how the superseded data were derived.
 GD0855
 GD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731157(NAD 83)
 GD0855_MARKER: B = BOLT
 GD0855_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0855_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0855_STAMPING: 10/11
 GD0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0855
 GD0855  HISTORY     - Date     Condition        Report By
 GD0855  HISTORY     - UNK      MONUMENTED       DOD
 GD0855  HISTORY     - 1957     GOOD             CGS
 GD0855
 GD0855                          STATION DESCRIPTION
 GD0855
 GD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0855'2.8 MI SW FROM RIDGELY.
 GD0855'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0855'RAILROAD STATION AT RIDGELY, THENCE ABOUT 0.75 MILE SOUTH AND
 GD0855'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE 0.05 MILE WEST ALONG
 GD0855'A GRAVEL ROAD, THENCE 0.4 MILE NORTH ALONG A DIM ROAD FOLLOWING
 GD0855'TOP OF LEVEE, THENCE ABOUT 0.2 MILE WEST ALONG A FARM ROAD,
 GD0855'ABOUT 368 YARDS WEST OF TOP OF LEVEE AT A POINT ABOUT 0.1 MILE
 GD0855'NORTH OF LEVEE MILE POST 10/11, ABOUT 40 YARDS EAST OF OLD
 GD0855'LEVEE, 12 FEET NORTHEAST OF A 20-INCH ELM TREE, AND IS A BOLT
 GD0855'DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH PROJECTS 8 INCHES.
 GD0855'SEE NOTE ON DESCRIPTION OF REF 10/11 (U.S.E.) ON HOW TO REACH
 GD0855'BENCH MARK VIA ANOTHER ROUTE FROM RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0854 ***********************************************************************
 GD0854  DESIGNATION -  10/11 CAP
 GD0854  PID         -  GD0854
 GD0854  STATE/COUNTY-  TN/LAKE
 GD0854  USGS QUAD   -  MOORING (1983)
 GD0854
 GD0854                         *CURRENT SURVEY CONTROL
 GD0854  ___________________________________________________________________
 GD0854* NAD 83(1986)-  36 15 35.     (N)    089 31 29.     (W)     SCALED    
 GD0854* NAVD 88     -        84.072  (meters)     275.83   (feet)  ADJUSTED  
 GD0854  ___________________________________________________________________
 GD0854  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0854  DYNAMIC HT  -          84.003 (meters)     275.60  (feet)  COMP
 GD0854  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0854
 GD0854  VERT ORDER  -  FIRST     CLASS II
 GD0854
 GD0854.The horizontal coordinates were scaled from a topographic map and have
 GD0854.an estimated accuracy of +/- 6 seconds.
 GD0854
 GD0854.The orthometric height was determined by differential leveling
 GD0854.and adjusted by the National Geodetic Survey in June 1991..
 GD0854
 GD0854.The geoid height was determined by GEOID03.
 GD0854
 GD0854.The dynamic height is computed by dividing the NAVD 88
 GD0854.geopotential number by the normal gravity value computed on the
 GD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0854.degrees latitude (g = 980.6199 gals.).
 GD0854
 GD0854.The modeled gravity was interpolated from observed gravity values.
 GD0854
 GD0854;                    North         East    Units  Estimated Accuracy
 GD0854;SPC TN       -   219,440.      283,320.      MT  (+/- 180 meters Scaled)
 GD0854
 GD0854                          SUPERSEDED SURVEY CONTROL
 GD0854
 GD0854  NGVD 29 (??/??/??)   83.997  (m)          275.58   (f) ADJUSTED    1 2
 GD0854
 GD0854.Superseded values are not recommended for survey control.
 GD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0854.See file dsdata.txt to determine how the superseded data were derived.
 GD0854
 GD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731157(NAD 83)
 GD0854_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0854_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0854_STAMPING: 10/11
 GD0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0854
 GD0854  HISTORY     - Date     Condition        Report By
 GD0854  HISTORY     - UNK      MONUMENTED       DOD
 GD0854  HISTORY     - 1957     GOOD             CGS
 GD0854
 GD0854                          STATION DESCRIPTION
 GD0854
 GD0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0854'2.8 MI SW FROM RIDGELY.
 GD0854'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0854'RAILROAD STATION AT RIDGELY, THENCE ABOUT 0.75 MILE SOUTH AND
 GD0854'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE 0.05 MILE WEST ALONG A
 GD0854'GRAVEL ROAD, THENCE 0.4 MILE NORTH ALONG A DIM ROAD FOLLOWING
 GD0854'TOP OF LEVEE, THENCE ABOUT 0.2 MILE WEST ALONG A FARM ROAD,
 GD0854'ABOUT 368 YARDS WEST OF TOP OF LEVEE AT A POINT ABOUT 0.1 MILE
 GD0854'NORTH OF LEVEE MILE POST 10/11, ABOUT 40 YARDS EAST OF OLD
 GD0854'LEVEE, 12 FEET NORTHEAST OF A 20-INCH ELM TREE, A U.S.E. PIPE
 GD0854'AND CAP WHICH PROJECTS 8 INCHES.  SEE NOTE ON DESCRIPTION OF
 GD0854'REF 10/11 (U.S.E.) ON HOW TO REACH BENCH MARK VIA ANOTHER ROUTE
 GD0854'FROM RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1842 ***********************************************************************
 FB1842  DESIGNATION -  1017.8
 FB1842  PID         -  FB1842
 FB1842  STATE/COUNTY-  TN/KNOX
 FB1842  USGS QUAD   -  SHOOKS GAP (1987)
 FB1842
 FB1842                         *CURRENT SURVEY CONTROL
 FB1842  ___________________________________________________________________
 FB1842* NAD 83(1986)-  35 55 03.     (N)    083 50 32.     (W)     SCALED    
 FB1842* NAVD 88     -       310.00   (+/-2cm)    1017.1    (feet)  VERTCON   
 FB1842  ___________________________________________________________________
 FB1842  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1842
 FB1842  VERT ORDER  -  ? (See Below)
 FB1842
 FB1842.The horizontal coordinates were scaled from a topographic map and have
 FB1842.an estimated accuracy of +/- 6 seconds.
 FB1842
 FB1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1842.The vertical order pertains to the NGVD 29 superseded value.
 FB1842
 FB1842.The geoid height was determined by GEOID03.
 FB1842
 FB1842;                    North         East    Units  Estimated Accuracy
 FB1842;SPC TN       -   177,910.      794,730.      MT  (+/- 180 meters Scaled)
 FB1842
 FB1842                          SUPERSEDED SURVEY CONTROL
 FB1842
 FB1842  NGVD 29 (??/??/92)  310.138  (m)         1017.51   (f) ADJ UNCH    ?  
 FB1842
 FB1842.Superseded values are not recommended for survey control.
 FB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1842.See file dsdata.txt to determine how the superseded data were derived.
 FB1842
 FB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435785(NAD 83)
 FB1842_MARKER: N = NAIL
 FB1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1842_SP_SET: TREE
 FB1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1842
 FB1842  HISTORY     - Date     Condition        Report By
 FB1842  HISTORY     - UNK      MONUMENTED       USGS
 FB1842  HISTORY     - 1936     GOOD             USGS
 FB1842
 FB1842                          STATION DESCRIPTION
 FB1842
 FB1842'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1842'6 MI SE FROM KNOXVILLE.
 FB1842'6.0 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1842'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, 130 FEET SOUTHWEST
 FB1842'OF THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 47 FEET WEST OF
 FB1842'THE MAIN ROAD, AT A 40-INCH SYCAMORE TREE, AND IN A ROOT ON THE
 FB1842'NORTHEAST SIDE OF THE TREE.  A COPPER NAIL AND WASHER, PAINTED
 FB1842'USBM 1017.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1947 ***********************************************************************
 FB1947  DESIGNATION -  1029
 FB1947  PID         -  FB1947
 FB1947  STATE/COUNTY-  TN/SEVIER
 FB1947  USGS QUAD   -  WILDWOOD (1988)
 FB1947
 FB1947                         *CURRENT SURVEY CONTROL
 FB1947  ___________________________________________________________________
 FB1947* NAD 83(1986)-  35 51 38.     (N)    083 46 17.     (W)     SCALED    
 FB1947* NAVD 88     -       313.67   (+/-2cm)    1029.1    (feet)  VERTCON   
 FB1947  ___________________________________________________________________
 FB1947  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1947
 FB1947  VERT ORDER  -  ? (See Below)
 FB1947
 FB1947.The horizontal coordinates were scaled from a topographic map and have
 FB1947.an estimated accuracy of +/- 6 seconds.
 FB1947
 FB1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1947.The vertical order pertains to the NGVD 29 superseded value.
 FB1947
 FB1947.The geoid height was determined by GEOID03.
 FB1947
 FB1947;                    North         East    Units  Estimated Accuracy
 FB1947;SPC TN       -   171,740.      801,270.      MT  (+/- 180 meters Scaled)
 FB1947
 FB1947                          SUPERSEDED SURVEY CONTROL
 FB1947
 FB1947  NGVD 29 (??/??/92)  313.800  (m)         1029.53   (f) ADJ UNCH    ?  
 FB1947
 FB1947.Superseded values are not recommended for survey control.
 FB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1947.See file dsdata.txt to determine how the superseded data were derived.
 FB1947
 FB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV497720(NAD 83)
 FB1947_MARKER: Q = CHISELED SQUARE
 FB1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1947_SP_SET: BRIDGE
 FB1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1947
 FB1947  HISTORY     - Date     Condition        Report By
 FB1947  HISTORY     - UNK      MONUMENTED       TVA
 FB1947  HISTORY     - 1938     GOOD             TVA
 FB1947
 FB1947                          STATION DESCRIPTION
 FB1947
 FB1947'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1947'13.6 MI NE FROM MARYLAND.
 FB1947'IN SEVIER COUNTY, 13.6 MILES NORTHEAST OF MARYVILLE, 1.9 MILES
 FB1947'SOUTHEAST OF SHOOKS GAP, 1 MILE SOUTHWEST ALONG STATE HIGHWAY 35
 FB1947'FROM THE INTERSECTION OF STATE HIGHWAY 71, AND ON THE SOUTHWEST
 FB1947'CORNER OF A BRIDGE OVER BOYDS CREEK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2622 ***********************************************************************
 AJ2622  DESIGNATION -  104
 AJ2622  PID         -  AJ2622
 AJ2622  STATE/COUNTY-  TN/SHELBY
 AJ2622  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2622
 AJ2622                         *CURRENT SURVEY CONTROL
 AJ2622  ___________________________________________________________________
 AJ2622* NAD 83(1995)-  35 06 21.99163(N)    090 05 58.03433(W)     ADJUSTED  
 AJ2622* NAVD 88     -        73.23   (meters)     240.3    (feet)  LEVELING  
 AJ2622  ___________________________________________________________________
 AJ2622  X           -      -9,067.297 (meters)                     COMP
 AJ2622  Y           -  -5,223,695.625 (meters)                     COMP
 AJ2622  Z           -   3,647,530.071 (meters)                     COMP
 AJ2622  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AJ2622  ELLIP HEIGHT-          46.02  (meters)          (04/26/01) GPS OBS
 AJ2622  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2622
 AJ2622  HORZ ORDER  -  FIRST
 AJ2622  VERT ORDER  -  THIRD ?
 AJ2622  ELLP ORDER  -  FOURTH    CLASS I
 AJ2622
 AJ2622.The horizontal coordinates were established by GPS observations
 AJ2622.and adjusted by the National Geodetic Survey in April 2001..
 AJ2622
 AJ2622.The orthometric height was determined by differential leveling.
 AJ2622.The vertical network tie was performed by a horz. field party for horz.
 AJ2622.obs reductions. Reset procedures were used to establish the elevation.
 AJ2622
 AJ2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2622
 AJ2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2622
 AJ2622.The ellipsoidal height was determined by GPS observations
 AJ2622.and is referenced to NAD 83.
 AJ2622
 AJ2622.The geoid height was determined by GEOID03.
 AJ2622
 AJ2622;                    North         East     Units Scale Factor Converg.
 AJ2622;SPC TN       -    93,567.263   226,350.725   MT  1.00002851   -2 23 59.9
 AJ2622;SPC TN       -   306,978.60    742,619.00   sFT  1.00002851   -2 23 59.9
 AJ2622;UTM  15      - 3,888,660.628   764,376.031   MT  1.00046149   +1 40 08.6
 AJ2622
 AJ2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2622!SPC TN       -   0.99999278  x   1.00002851  =   1.00002129
 AJ2622!UTM  15      -   0.99999278  x   1.00046149  =   1.00045426
 AJ2622
 AJ2622                          SUPERSEDED SURVEY CONTROL
 AJ2622
 AJ2622.No superseded survey control is available for this station.
 AJ2622
 AJ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6437688661(NAD 83)
 AJ2622_MARKER: DD = SURVEY DISK
 AJ2622_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2622+WITH SETTING: INFORMATION.
 AJ2622_STAMPING: 104
 AJ2622_MARK LOGO: MLGW  
 AJ2622_PROJECTION: FLUSH
 AJ2622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2622+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2622_ROD/PIPE-DEPTH:  0.8 meters
 AJ2622
 AJ2622  HISTORY     - Date     Condition        Report By
 AJ2622  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2622  HISTORY     - 20030513 GOOD             TN1620
 AJ2622
 AJ2622                          STATION DESCRIPTION
 AJ2622
 AJ2622'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2622'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY ON PRESIDENTS
 AJ2622'ISLAND.
 AJ2622'TO REACH THE STATION FROM THE INTERSECTION OF JACK CARLEY CAUSEWAY AND
 AJ2622'HARBOR AVENUE, PROCEED WEST ON HARBOR AVENUE FOR APPROXIMATELY 0.70
 AJ2622'MILE (1.13 KM) TO PORT STREET.  THE STATION IS ON THE RIGHT.
 AJ2622'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2622'GALVANIZED PIPE ENCASED IN 8 INCH ROUND TUBE FILLED WITH CONCRETE TO A
 AJ2622'DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTH SIDE OF
 AJ2622'HARBOR AVENUE, 158.40 FEET (48.28 M) WEST OF THE CENTERLINE OF PORT
 AJ2622'STREET PROJECTED NORTH, 92.60 FEET (28.22 M) EAST OF A WOOD POWER POLE
 AJ2622'NO.  60976, 62.30 FEET (18.99 M) WEST OF A POWER POLE NO. 25191, 49.30
 AJ2622'FEET (15.03 M) NORTH OF THE CENTERLINE OF HARBOR AVENUE.  THE CAP AND
 AJ2622'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2622
 AJ2622                          STATION RECOVERY (2003)
 AJ2622
 AJ2622'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0335 ***********************************************************************
 FC0335  DESIGNATION -  1047.67
 FC0335  PID         -  FC0335
 FC0335  STATE/COUNTY-  TN/POLK
 FC0335  USGS QUAD   -  FARNER (1978)
 FC0335
 FC0335                         *CURRENT SURVEY CONTROL
 FC0335  ___________________________________________________________________
 FC0335* NAD 83(1986)-  35 10 11.     (N)    084 21 55.     (W)     SCALED    
 FC0335* NAVD 88     -       319.037  (meters)    1046.71   (feet)  ADJUSTED  
 FC0335  ___________________________________________________________________
 FC0335  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FC0335  DYNAMIC HT  -         318.713 (meters)    1045.64  (feet)  COMP
 FC0335  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 FC0335
 FC0335  VERT ORDER  -  SECOND    CLASS 0
 FC0335
 FC0335.The horizontal coordinates were scaled from a topographic map and have
 FC0335.an estimated accuracy of +/- 6 seconds.
 FC0335
 FC0335.The orthometric height was determined by differential leveling
 FC0335.and adjusted by the National Geodetic Survey in June 1991..
 FC0335
 FC0335.The geoid height was determined by GEOID03.
 FC0335
 FC0335.The dynamic height is computed by dividing the NAVD 88
 FC0335.geopotential number by the normal gravity value computed on the
 FC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0335.degrees latitude (g = 980.6199 gals.).
 FC0335
 FC0335.The modeled gravity was interpolated from observed gravity values.
 FC0335
 FC0335;                    North         East    Units  Estimated Accuracy
 FC0335;SPC TN       -    94,040.      748,920.      MT  (+/- 180 meters Scaled)
 FC0335
 FC0335                          SUPERSEDED SURVEY CONTROL
 FC0335
 FC0335  NGVD 29 (??/??/92)  319.084  (m)         1046.86   (f) ADJ UNCH    2 0
 FC0335
 FC0335.Superseded values are not recommended for survey control.
 FC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0335.See file dsdata.txt to determine how the superseded data were derived.
 FC0335
 FC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD399950(NAD 83)
 FC0335_MARKER: Q = CHISELED SQUARE
 FC0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0335_SP_SET: BRIDGE
 FC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0335
 FC0335  HISTORY     - Date     Condition        Report By
 FC0335  HISTORY     - UNK      MONUMENTED       USGS
 FC0335  HISTORY     - 1951     GOOD             NGS
 FC0335
 FC0335                          STATION DESCRIPTION
 FC0335
 FC0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0335'2.2 MI E FROM MC FARLAND.
 FC0335'2.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0335'THE STATION AT MC FARLAND, POLK COUNTY, 0.2 MILE EAST OF MILEPOST
 FC0335'L 357, AND ON THE TOP OF THE WEST STONE ABUTMENT OF BRIDGE 38
 FC0335'OVER TURTLETOWN CREEK, 4 FEET SOUTH OF THE SOUTH RAIL.  A CHISELED
 FC0335'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2623 ***********************************************************************
 AJ2623  DESIGNATION -  105
 AJ2623  PID         -  AJ2623
 AJ2623  STATE/COUNTY-  TN/SHELBY
 AJ2623  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2623
 AJ2623                         *CURRENT SURVEY CONTROL
 AJ2623  ___________________________________________________________________
 AJ2623* NAD 83(1995)-  35 06 28.39747(N)    090 03 50.69512(W)     ADJUSTED  
 AJ2623* NAVD 88     -        91.41   (meters)     299.9    (feet)  LEVELING  
 AJ2623  ___________________________________________________________________
 AJ2623  X           -      -5,842.295 (meters)                     COMP
 AJ2623  Y           -  -5,223,601.551 (meters)                     COMP
 AJ2623  Z           -   3,647,702.014 (meters)                     COMP
 AJ2623  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2623  ELLIP HEIGHT-          64.18  (meters)          (04/26/01) GPS OBS
 AJ2623  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2623
 AJ2623  HORZ ORDER  -  FIRST
 AJ2623  VERT ORDER  -  THIRD ?
 AJ2623  ELLP ORDER  -  FOURTH    CLASS I
 AJ2623
 AJ2623.The horizontal coordinates were established by GPS observations
 AJ2623.and adjusted by the National Geodetic Survey in April 2001..
 AJ2623
 AJ2623.The orthometric height was determined by differential leveling.
 AJ2623.The vertical network tie was performed by a horz. field party for horz.
 AJ2623.obs reductions. Reset procedures were used to establish the elevation.
 AJ2623
 AJ2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2623
 AJ2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2623
 AJ2623.The ellipsoidal height was determined by GPS observations
 AJ2623.and is referenced to NAD 83.
 AJ2623
 AJ2623.The geoid height was determined by GEOID03.
 AJ2623
 AJ2623;                    North         East     Units Scale Factor Converg.
 AJ2623;SPC TN       -    93,630.045   229,581.079   MT  1.00002812   -2 22 45.4
 AJ2623;SPC TN       -   307,184.57    753,217.26   sFT  1.00002812   -2 22 45.4
 AJ2623;UTM  15      - 3,888,952.595   767,595.216   MT  1.00048260   +1 41 22.2
 AJ2623;UTM  16      - 3,889,304.800   220,719.520   MT  1.00056138   -1 45 48.1
 AJ2623
 AJ2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2623!SPC TN       -   0.99998993  x   1.00002812  =   1.00001805
 AJ2623!UTM  15      -   0.99998993  x   1.00048260  =   1.00047252
 AJ2623!UTM  16      -   0.99998993  x   1.00056138  =   1.00055130
 AJ2623
 AJ2623                          SUPERSEDED SURVEY CONTROL
 AJ2623
 AJ2623.No superseded survey control is available for this station.
 AJ2623
 AJ2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6759588953(NAD 83)
 AJ2623_MARKER: DD = SURVEY DISK
 AJ2623_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2623+WITH SETTING: INFORMATION.
 AJ2623_STAMPING: 105
 AJ2623_MARK LOGO: MLGW  
 AJ2623_PROJECTION: FLUSH
 AJ2623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2623+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 AJ2623_ROD/PIPE-DEPTH:  0.8 meters
 AJ2623
 AJ2623  HISTORY     - Date     Condition        Report By
 AJ2623  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2623  HISTORY     - 20031020 GOOD             TN1620
 AJ2623
 AJ2623                          STATION DESCRIPTION
 AJ2623
 AJ2623'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2623'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2623'MILE (0.97 KM) EAST OF MARTIN LUTHER KING RIVERSIDE CITY PARK.
 AJ2623'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 55 (I-55) AND
 AJ2623'SOUTH PARKWAY, PROCEED EAST ON SOUTH PARKWAY APPROXIMATELY 0.70 MILE
 AJ2623'(1.13 KM) TO KENTUCKY STREET.  THE STATION IS ON THE LEFT.
 AJ2623'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2623'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE
 AJ2623'SIDEWALK, 189.20 FEET (57.67 M) WEST OF THE CENTERLINE OF KENTUCKY
 AJ2623'STREET, 19.60 FEET (5.97 M) WEST OF THE WEST SIDE OF DRIVEWAY TO
 AJ2623'CHURCH, 9.00 FEET (2.74 M) EAST OF A FENCE, 2.50 FEET (0.76 M) NORTH
 AJ2623'OF THE NORTH CURBLINE OF SOUTH PARKWAY.  THE CAP IS SET FLUSH IN
 AJ2623'SIDEWALK.
 AJ2623
 AJ2623                          STATION RECOVERY (2003)
 AJ2623
 AJ2623'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2624 ***********************************************************************
 AJ2624  DESIGNATION -  106
 AJ2624  PID         -  AJ2624
 AJ2624  STATE/COUNTY-  TN/SHELBY
 AJ2624  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2624
 AJ2624                         *CURRENT SURVEY CONTROL
 AJ2624  ___________________________________________________________________
 AJ2624* NAD 83(1995)-  35 06 02.65648(N)    090 01 46.64640(W)     ADJUSTED  
 AJ2624* NAVD 88     -        91.34   (meters)     299.7    (feet)  LEVELING  
 AJ2624  ___________________________________________________________________
 AJ2624  X           -      -2,701.029 (meters)                     COMP
 AJ2624  Y           -  -5,224,060.184 (meters)                     COMP
 AJ2624  Z           -   3,647,052.943 (meters)                     COMP
 AJ2624  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2624  ELLIP HEIGHT-          64.03  (meters)          (04/26/01) GPS OBS
 AJ2624  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2624
 AJ2624  HORZ ORDER  -  FIRST
 AJ2624  VERT ORDER  -  THIRD ?
 AJ2624  ELLP ORDER  -  FOURTH    CLASS I
 AJ2624
 AJ2624.The horizontal coordinates were established by GPS observations
 AJ2624.and adjusted by the National Geodetic Survey in April 2001..
 AJ2624
 AJ2624.The orthometric height was determined by differential leveling.
 AJ2624.The vertical network tie was performed by a horz. field party for horz.
 AJ2624.obs reductions. Reset procedures were used to establish the elevation.
 AJ2624
 AJ2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2624
 AJ2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2624
 AJ2624.The ellipsoidal height was determined by GPS observations
 AJ2624.and is referenced to NAD 83.
 AJ2624
 AJ2624.The geoid height was determined by GEOID03.
 AJ2624
 AJ2624;                    North         East     Units Scale Factor Converg.
 AJ2624;SPC TN       -    92,707.559   232,687.300   MT  1.00002969   -2 21 32.8
 AJ2624;SPC TN       -   304,158.05    763,408.25   sFT  1.00002969   -2 21 32.8
 AJ2624;UTM  15      - 3,888,252.490   770,760.526   MT  1.00050361   +1 42 32.6
 AJ2624;UTM  16      - 3,888,415.293   223,837.103   MT  1.00054004   -1 44 35.5
 AJ2624
 AJ2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2624!SPC TN       -   0.99998995  x   1.00002969  =   1.00001964
 AJ2624!UTM  15      -   0.99998995  x   1.00050361  =   1.00049355
 AJ2624!UTM  16      -   0.99998995  x   1.00054004  =   1.00052998
 AJ2624
 AJ2624                          SUPERSEDED SURVEY CONTROL
 AJ2624
 AJ2624.No superseded survey control is available for this station.
 AJ2624
 AJ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7076188252(NAD 83)
 AJ2624_MARKER: DD = SURVEY DISK
 AJ2624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2624+WITH SETTING: INFORMATION.
 AJ2624_STAMPING: 106
 AJ2624_MARK LOGO: MLGW  
 AJ2624_PROJECTION: FLUSH
 AJ2624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2624+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2624_ROD/PIPE-DEPTH:  0.8 meters
 AJ2624
 AJ2624  HISTORY     - Date     Condition        Report By
 AJ2624  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2624  HISTORY     - 20030513 GOOD             TN1620
 AJ2624
 AJ2624                          STATION DESCRIPTION
 AJ2624
 AJ2624'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2624'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.20
 AJ2624'MILES (1.93 KM) EAST OF MARTIN LUTHER KING RIVERSIDE CITY PARK.
 AJ2624'TO REACH THE STATION FROM THE INTERSECTION OF LAUDERDALE STREET AND
 AJ2624'PERSON AVENUE, PROCEED EAST ON PERSON AVENUE FOR APPROXIMATELY 0.80
 AJ2624'MILE (1.29 KM) TO MISSISSIPPI BLVD.  THE STATION IS ON THE RIGHT.
 AJ2624'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2624'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2624'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER
 AJ2624'OF PERSON AVENUE AND MISSISSIPPI BLVD., 86.00 FEET (26.21 M) WEST OF
 AJ2624'THE WEST END OF A BRIDGE OVER INTERSTATE I-240 (I-240) , 41.00 FEET
 AJ2624'(12.50 M) SOUTH OF THE CENTERLINE OF PERSON AVENUE, 18.00 FEET (5.49
 AJ2624'M) WEST OF THE CENTERLINE OF MISSISSIPPI BLVD., 16.70 FEET (5.09 M)
 AJ2624'NORTH OF THE END OF CURB RADIUS ON MISSISSIPPI BLVD., 14.90 FEET (4.54
 AJ2624'M) NORTH OF A FIRE HYDRANT, 2.50 FEET (0.76 M) WEST OF THE WEST
 AJ2624'CURBLINE OF MISSISSIPPI BLVD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2624'THE GROUND.
 AJ2624
 AJ2624                          STATION RECOVERY (2003)
 AJ2624
 AJ2624'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0679 ***********************************************************************
 FD0679  DESIGNATION -  106 1
 FD0679  PID         -  FD0679
 FD0679  STATE/COUNTY-  TN/WILLIAMSON
 FD0679  USGS QUAD   -  LEIPERS FORK (1981)
 FD0679
 FD0679                         *CURRENT SURVEY CONTROL
 FD0679  ___________________________________________________________________
 FD0679* NAD 83(1986)-  35 55 53.     (N)    086 52 36.     (W)     SCALED    
 FD0679* NAVD 88     -       194.496  (meters)     638.11   (feet)  POSTED    
 FD0679  ___________________________________________________________________
 FD0679  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0679  DYNAMIC HT  -         194.330 (meters)     637.56  (feet)  COMP
 FD0679  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 FD0679
 FD0679  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FD0679
 FD0679.The horizontal coordinates were scaled from a topographic map and have
 FD0679.an estimated accuracy of +/- 6 seconds.
 FD0679
 FD0679.The orthometric height was determined by differential leveling
 FD0679.and adjusted by the National Geodetic Survey in 1992..
 FD0679.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FD0679.rate of 4.1 thru 8.0 mm/km.
 FD0679
 FD0679.The geoid height was determined by GEOID03.
 FD0679
 FD0679.The dynamic height is computed by dividing the NAVD 88
 FD0679.geopotential number by the normal gravity value computed on the
 FD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0679.degrees latitude (g = 980.6199 gals.).
 FD0679
 FD0679.The modeled gravity was interpolated from observed gravity values.
 FD0679
 FD0679;                    North         East    Units  Estimated Accuracy
 FD0679;SPC TN       -   177,660.      520,890.      MT  (+/- 180 meters Scaled)
 FD0679
 FD0679                          SUPERSEDED SURVEY CONTROL
 FD0679
 FD0679  NGVD 29 (??/??/??)  194.49   (m)          638.1    (f) RESET       3  
 FD0679
 FD0679.Superseded values are not recommended for survey control.
 FD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0679.See file dsdata.txt to determine how the superseded data were derived.
 FD0679
 FD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE111763(NAD 83)
 FD0679_MARKER: DD = SURVEY DISK
 FD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0679_STAMPING: 106 1 1963
 FD0679_MARK LOGO: TNHD  
 FD0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0679+STABILITY: SURFACE MOTION
 FD0679
 FD0679  HISTORY     - Date     Condition        Report By
 FD0679  HISTORY     - 1963     MONUMENTED       TNHD
 FD0679  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0679
 FD0679                          STATION DESCRIPTION
 FD0679
 FD0679'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0679'0.6 MI N FROM FRANKLIN.
 FD0679'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0679'FOR 0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 FD0679'36 FEET WEST OF U.S. HIGHWAY 431, 26 FEET NORTH OF A SIDE ROAD
 FD0679'LEADING WEST, 15 FEET SOUTHWEST OF A FIREPLUG AND 2 FEET NORTH
 FD0679'OF A WITNESS POST AND TELEPHONE POLE.  THE DISK IS SET IN TOP
 FD0679'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0679
 FD0679                          STATION RECOVERY (1984)
 FD0679
 FD0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0679'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0848 ***********************************************************************
 GC0848  DESIGNATION -  106 10
 GC0848  PID         -  GC0848
 GC0848  STATE/COUNTY-  TN/DAVIDSON
 GC0848  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0848
 GC0848                         *CURRENT SURVEY CONTROL
 GC0848  ___________________________________________________________________
 GC0848* NAD 83(1986)-  36 08 27.     (N)    086 48 02.     (W)     SCALED    
 GC0848* NAVD 88     -       173.906  (meters)     570.56   (feet)  ADJUSTED  
 GC0848  ___________________________________________________________________
 GC0848  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0848  DYNAMIC HT  -         173.757 (meters)     570.07  (feet)  COMP
 GC0848  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC0848
 GC0848  VERT ORDER  -  SECOND    CLASS 0
 GC0848
 GC0848.The horizontal coordinates were scaled from a topographic map and have
 GC0848.an estimated accuracy of +/- 6 seconds.
 GC0848
 GC0848.The orthometric height was determined by differential leveling
 GC0848.and adjusted by the National Geodetic Survey in June 1991..
 GC0848
 GC0848.The geoid height was determined by GEOID03.
 GC0848
 GC0848.The dynamic height is computed by dividing the NAVD 88
 GC0848.geopotential number by the normal gravity value computed on the
 GC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0848.degrees latitude (g = 980.6199 gals.).
 GC0848
 GC0848.The modeled gravity was interpolated from observed gravity values.
 GC0848
 GC0848;                    North         East    Units  Estimated Accuracy
 GC0848;SPC TN       -   200,840.      527,950.      MT  (+/- 180 meters Scaled)
 GC0848
 GC0848                          SUPERSEDED SURVEY CONTROL
 GC0848
 GC0848  NGVD 29 (??/??/92)  173.928  (m)          570.63   (f) ADJ UNCH    2 0
 GC0848
 GC0848.Superseded values are not recommended for survey control.
 GC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0848.See file dsdata.txt to determine how the superseded data were derived.
 GC0848
 GC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE179995(NAD 83)
 GC0848_MARKER: DD = SURVEY DISK
 GC0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0848_SP_SET: SIDEWALK
 GC0848_STAMPING: 106-10 1963
 GC0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0848
 GC0848  HISTORY     - Date     Condition        Report By
 GC0848  HISTORY     - 1963     MONUMENTED       TNHD
 GC0848
 GC0848                          STATION DESCRIPTION
 GC0848
 GC0848'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0848'1.8 MI S FROM NASHVILLE.
 GC0848'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST
 GC0848'ON U.S. HIGHWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 GC0848'HIGHWAY 70 AND 431.  TURN LEFTON U.S. HIGHWAY 431 AND GO FOR 1.2
 GC0848'MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 16 FEET
 GC0848'NORTH OF THE CENTERLINE OF DIXIE PLACE, 35 FEET WEST OF THE
 GC0848'CENTERLINE OF U.S. HIGHWAY 431 AND 12 FEET NORTHWEST OF A LIGHT
 GC0848'POLE.  THE DISK IS CEMENTED IN A DRILLED HOLE IN THE TOP OF A
 GC0848'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0850 ***********************************************************************
 GC0850  DESIGNATION -  106 11 RESET
 GC0850  PID         -  GC0850
 GC0850  STATE/COUNTY-  TN/DAVIDSON
 GC0850  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0850
 GC0850                         *CURRENT SURVEY CONTROL
 GC0850  ___________________________________________________________________
 GC0850* NAD 83(1986)-  36 09 07.     (N)    086 47 30.     (W)     SCALED    
 GC0850* NAVD 88     -       165.46   (meters)     542.8    (feet)  RESET     
 GC0850  ___________________________________________________________________
 GC0850  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0850
 GC0850  VERT ORDER  -  THIRD
 GC0850
 GC0850.The horizontal coordinates were scaled from a topographic map and have
 GC0850.an estimated accuracy of +/- 6 seconds.
 GC0850
 GC0850.The orthometric height was computed from unverified reset data.
 GC0850.No vertical observational check was made to the station.
 GC0850
 GC0850.The geoid height was determined by GEOID03.
 GC0850
 GC0850;                    North         East    Units  Estimated Accuracy
 GC0850;SPC TN       -   202,060.      528,760.      MT  (+/- 180 meters Scaled)
 GC0850
 GC0850                          SUPERSEDED SURVEY CONTROL
 GC0850
 GC0850  NGVD 29 (10/12/01)  165.48   (m)          542.9    (f) RESET       3  
 GC0850
 GC0850.Superseded values are not recommended for survey control.
 GC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0850.See file dsdata.txt to determine how the superseded data were derived.
 GC0850
 GC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF187008(NAD 83)
 GC0850_MARKER: DD = SURVEY DISK
 GC0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0850_STAMPING: 106-11 RESET 1972
 GC0850_MARK LOGO: CGS   
 GC0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0850+STABILITY: SURFACE MOTION
 GC0850
 GC0850  HISTORY     - Date     Condition        Report By
 GC0850  HISTORY     - 1972     MONUMENTED       NGS
 GC0850
 GC0850                          STATION DESCRIPTION
 GC0850
 GC0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0850'AT NASHVILLE.
 GC0850'TO REACH THE MARK FROM THE MAIN POST OFFICE AT THE INTERSECTION
 GC0850'OF 10TH. AVENUE AND BROADWAY, GO WESTERLY ON BROADWAY FOR 0.6
 GC0850'OF A MILE TO 17TH. AVENUE SOUTH ON THE LEFT, TURN LEFT ON 17TH.
 GC0850'AVENUE SOUTH AND GO SOUTHERLY FOR 0.1 OF A MILE TO DIVISION STREET,
 GC0850'TURN LEFT ON DIVISION STREET AND GO EASTERLY FOR 0.05 OF A MILE
 GC0850'TO 16TH. AVENUE SOUTH, AND THE MARK ON THE LEFT IN THE NORTHWEST
 GC0850'ANGLE OF THE INTERSECTION.  IT IS 88 FEET WEST OF THE APPROXIMATE
 GC0850'CENTER OF 16TH. AVENUE SOUTH, 23 FEET SOUTH OF THE SOUTH EDGE
 GC0850'OF A GAS PUMP ISLAND, 21 FEET NORTH OF THE APPROXIMATE CENTER
 GC0850'OF DIVISION STREET, 1.3 FEET SOUTHWEST OF A LIGHT POLE, AND
 GC0850'1.0 FOOT NORTH OF THE NORTH CURB OF DIVISION STREET.  IT IS A
 GC0850'STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHWEST
 GC0850'CORNER OF THE CONCRETE BASE OF A LIGHT POLE AND THE DISK IS
 GC0850'STAMPED 106-11 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0680 ***********************************************************************
 FD0680  DESIGNATION -  106 2
 FD0680  PID         -  FD0680
 FD0680  STATE/COUNTY-  TN/WILLIAMSON
 FD0680  USGS QUAD   -  LEIPERS FORK (1981)
 FD0680
 FD0680                         *CURRENT SURVEY CONTROL
 FD0680  ___________________________________________________________________
 FD0680* NAD 83(1986)-  35 56 41.     (N)    086 52 50.     (W)     SCALED    
 FD0680* NAVD 88     -       189.537  (meters)     621.84   (feet)  ADJUSTED  
 FD0680  ___________________________________________________________________
 FD0680  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0680  DYNAMIC HT  -         189.371 (meters)     621.29  (feet)  COMP
 FD0680  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0680
 FD0680  VERT ORDER  -  FIRST     CLASS II
 FD0680
 FD0680.The horizontal coordinates were scaled from a topographic map and have
 FD0680.an estimated accuracy of +/- 6 seconds.
 FD0680
 FD0680.The orthometric height was determined by differential leveling
 FD0680.and adjusted by the National Geodetic Survey in June 1991..
 FD0680
 FD0680.The geoid height was determined by GEOID03.
 FD0680
 FD0680.The dynamic height is computed by dividing the NAVD 88
 FD0680.geopotential number by the normal gravity value computed on the
 FD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0680.degrees latitude (g = 980.6199 gals.).
 FD0680
 FD0680.The modeled gravity was interpolated from observed gravity values.
 FD0680
 FD0680;                    North         East    Units  Estimated Accuracy
 FD0680;SPC TN       -   179,140.      520,560.      MT  (+/- 180 meters Scaled)
 FD0680
 FD0680                          SUPERSEDED SURVEY CONTROL
 FD0680
 FD0680  NGVD 29 (??/??/??)  189.54   (m)          621.8    (f) RESET       3  
 FD0680
 FD0680.Superseded values are not recommended for survey control.
 FD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0680.See file dsdata.txt to determine how the superseded data were derived.
 FD0680
 FD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE107778(NAD 83)
 FD0680_MARKER: DD = SURVEY DISK
 FD0680_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0680_STAMPING: 106 2 1963
 FD0680_MARK LOGO: TNHD  
 FD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0680+STABILITY: SURFACE MOTION
 FD0680
 FD0680  HISTORY     - Date     Condition        Report By
 FD0680  HISTORY     - 1963     MONUMENTED       TNHD
 FD0680  HISTORY     - 1984     GOOD             NGS
 FD0680
 FD0680                          STATION DESCRIPTION
 FD0680
 FD0680'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0680'1.7 MI N FROM FRANKLIN.
 FD0680'FROM THE POST IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431 FOR 1.7
 FD0680'MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 25 FEET
 FD0680'EAST OF THE CENTERLINE OF U.S. HIGHWAY 431, 16 FEET WEST OF A
 FD0680'WIRE FENCE AND CEMENTED IN A DRILLED HOLE IN THE TOP OF AN
 FD0680'8 FOOT CONCRETE CULVERT.
 FD0680
 FD0680                          STATION RECOVERY (1984)
 FD0680
 FD0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0680'RECOVERED IN GOOD CONDITION.  NOTE, SET IN TOP OF THE NORTH END OF THE
 FD0680'EAST HEADWALL OF AN 8 FOOT DIAMETER CULVERT UNDER THE HIGHWAY.
 FD0680'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0681 ***********************************************************************
 FD0681  DESIGNATION -  106 3
 FD0681  PID         -  FD0681
 FD0681  STATE/COUNTY-  TN/WILLIAMSON
 FD0681  USGS QUAD   -  LEIPERS FORK (1981)
 FD0681
 FD0681                         *CURRENT SURVEY CONTROL
 FD0681  ___________________________________________________________________
 FD0681* NAD 83(1986)-  35 57 30.     (N)    086 53 04.     (W)     SCALED    
 FD0681* NAVD 88     -       188.012  (meters)     616.84   (feet)  ADJUSTED  
 FD0681  ___________________________________________________________________
 FD0681  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0681  DYNAMIC HT  -         187.848 (meters)     616.30  (feet)  COMP
 FD0681  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0681
 FD0681  VERT ORDER  -  SECOND    CLASS 0
 FD0681
 FD0681.The horizontal coordinates were scaled from a topographic map and have
 FD0681.an estimated accuracy of +/- 6 seconds.
 FD0681
 FD0681.The orthometric height was determined by differential leveling
 FD0681.and adjusted by the National Geodetic Survey in June 1991..
 FD0681
 FD0681.The geoid height was determined by GEOID03.
 FD0681
 FD0681.The dynamic height is computed by dividing the NAVD 88
 FD0681.geopotential number by the normal gravity value computed on the
 FD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0681.degrees latitude (g = 980.6199 gals.).
 FD0681
 FD0681.The modeled gravity was interpolated from observed gravity values.
 FD0681
 FD0681;                    North         East    Units  Estimated Accuracy
 FD0681;SPC TN       -   180,650.      520,220.      MT  (+/- 180 meters Scaled)
 FD0681
 FD0681                          SUPERSEDED SURVEY CONTROL
 FD0681
 FD0681  NGVD 29 (??/??/??)  188.02   (m)          616.9    (f) RESET       3  
 FD0681
 FD0681.Superseded values are not recommended for survey control.
 FD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0681.See file dsdata.txt to determine how the superseded data were derived.
 FD0681
 FD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104793(NAD 83)
 FD0681_MARKER: DD = SURVEY DISK
 FD0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0681_SP_SET: CULVERT
 FD0681_STAMPING: 106 3 1963
 FD0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0681
 FD0681  HISTORY     - Date     Condition        Report By
 FD0681  HISTORY     - 1963     MONUMENTED       TNHD
 FD0681
 FD0681                          STATION DESCRIPTION
 FD0681
 FD0681'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0681'2.7 MI N FROM FRANKLIN.
 FD0681'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0681'FOR 2.7 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 FD0681'29 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 431, 12
 FD0681'FEET SOUTHWEST OF A WIRE FENCE AND CEMENTED IN A DRILLED HOLE
 FD0681'IN THE TOP OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0686 ***********************************************************************
 FD0686  DESIGNATION -  106 4
 FD0686  PID         -  FD0686
 FD0686  STATE/COUNTY-  TN/WILLIAMSON
 FD0686  USGS QUAD   -  LEIPERS FORK (1981)
 FD0686
 FD0686                         *CURRENT SURVEY CONTROL
 FD0686  ___________________________________________________________________
 FD0686* NAD 83(1986)-  35 59 27.     (N)    086 53 24.     (W)     SCALED    
 FD0686* NAVD 88     -       207.852  (meters)     681.93   (feet)  ADJUSTED  
 FD0686  ___________________________________________________________________
 FD0686  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD0686  DYNAMIC HT  -         207.670 (meters)     681.33  (feet)  COMP
 FD0686  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0686
 FD0686  VERT ORDER  -  SECOND    CLASS 0
 FD0686
 FD0686.The horizontal coordinates were scaled from a topographic map and have
 FD0686.an estimated accuracy of +/- 6 seconds.
 FD0686
 FD0686.The orthometric height was determined by differential leveling
 FD0686.and adjusted by the National Geodetic Survey in June 1991..
 FD0686
 FD0686.The geoid height was determined by GEOID03.
 FD0686
 FD0686.The dynamic height is computed by dividing the NAVD 88
 FD0686.geopotential number by the normal gravity value computed on the
 FD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0686.degrees latitude (g = 980.6199 gals.).
 FD0686
 FD0686.The modeled gravity was interpolated from observed gravity values.
 FD0686
 FD0686;                    North         East    Units  Estimated Accuracy
 FD0686;SPC TN       -   184,260.      519,750.      MT  (+/- 180 meters Scaled)
 FD0686
 FD0686                          SUPERSEDED SURVEY CONTROL
 FD0686
 FD0686  NGVD 29 (??/??/??)  207.86   (m)          682.0    (f) RESET       3  
 FD0686
 FD0686.Superseded values are not recommended for survey control.
 FD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0686.See file dsdata.txt to determine how the superseded data were derived.
 FD0686
 FD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE099829(NAD 83)
 FD0686_MARKER: DD = SURVEY DISK
 FD0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0686_SP_SET: CULVERT
 FD0686_STAMPING: 106 4 1963
 FD0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0686
 FD0686  HISTORY     - Date     Condition        Report By
 FD0686  HISTORY     - 1963     MONUMENTED       TNHD
 FD0686
 FD0686                          STATION DESCRIPTION
 FD0686
 FD0686'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0686'5.1 MI N FROM FRANKLIN.
 FD0686'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0686'FOR 5.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 FD0686'18 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 431, 45 FEET
 FD0686'NORTHWEST OF POWER POLE AND CEMENTED IN A DRILLED HOLE IN THE
 FD0686'TOP OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0832 ***********************************************************************
 GC0832  DESIGNATION -  106 5
 GC0832  PID         -  GC0832
 GC0832  STATE/COUNTY-  TN/WILLIAMSON
 GC0832  USGS QUAD   -  OAK HILL (1968)
 GC0832
 GC0832                         *CURRENT SURVEY CONTROL
 GC0832  ___________________________________________________________________
 GC0832* NAD 83(1986)-  36 02 03.     (N)    086 52 25.     (W)     SCALED    
 GC0832* NAVD 88     -       201.064  (meters)     659.66   (feet)  ADJUSTED  
 GC0832  ___________________________________________________________________
 GC0832  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0832  DYNAMIC HT  -         200.888 (meters)     659.08  (feet)  COMP
 GC0832  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GC0832
 GC0832  VERT ORDER  -  SECOND    CLASS 0
 GC0832
 GC0832.The horizontal coordinates were scaled from a topographic map and have
 GC0832.an estimated accuracy of +/- 6 seconds.
 GC0832
 GC0832.The orthometric height was determined by differential leveling
 GC0832.and adjusted by the National Geodetic Survey in June 1991..
 GC0832
 GC0832.The geoid height was determined by GEOID03.
 GC0832
 GC0832.The dynamic height is computed by dividing the NAVD 88
 GC0832.geopotential number by the normal gravity value computed on the
 GC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0832.degrees latitude (g = 980.6199 gals.).
 GC0832
 GC0832.The modeled gravity was interpolated from observed gravity values.
 GC0832
 GC0832;                    North         East    Units  Estimated Accuracy
 GC0832;SPC TN       -   189,060.      521,270.      MT  (+/- 180 meters Scaled)
 GC0832
 GC0832                          SUPERSEDED SURVEY CONTROL
 GC0832
 GC0832  NGVD 29 (??/??/92)  201.076  (m)          659.70   (f) ADJ UNCH    2 0
 GC0832
 GC0832.Superseded values are not recommended for survey control.
 GC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0832.See file dsdata.txt to determine how the superseded data were derived.
 GC0832
 GC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE113877(NAD 83)
 GC0832_MARKER: DD = SURVEY DISK
 GC0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0832_STAMPING: 106-5 1963
 GC0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0832+STABILITY: SURFACE MOTION
 GC0832
 GC0832  HISTORY     - Date     Condition        Report By
 GC0832  HISTORY     - 1963     MONUMENTED       TNHD
 GC0832
 GC0832                          STATION DESCRIPTION
 GC0832
 GC0832'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0832'8.8 MI N FROM FRANKLIN.
 GC0832'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 GC0832'FOR 8.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 52
 GC0832'FEET EAST OF U.S. HIGHWAY 431, 1 FOOT WEST OF A WOODEN FENCE,
 GC0832'2 FEET NORTH OF A WITNESS SIGN, 5 FEET SOUTHEAST OF A 12-INCH
 GC0832'HACKBERRY TREE AND 29 FEET NORTHEAST OF A TELEPHONE POLE.  THE
 GC0832'DISK IS IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0833 ***********************************************************************
 GC0833  DESIGNATION -  106 6
 GC0833  PID         -  GC0833
 GC0833  STATE/COUNTY-  TN/DAVIDSON
 GC0833  USGS QUAD   -  OAK HILL (1968)
 GC0833
 GC0833                         *CURRENT SURVEY CONTROL
 GC0833  ___________________________________________________________________
 GC0833* NAD 83(1986)-  36 02 49.     (N)    086 51 46.     (W)     SCALED    
 GC0833* NAVD 88     -       191.872  (meters)     629.50   (feet)  ADJUSTED  
 GC0833  ___________________________________________________________________
 GC0833  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0833  DYNAMIC HT  -         191.705 (meters)     628.95  (feet)  COMP
 GC0833  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0833
 GC0833  VERT ORDER  -  SECOND    CLASS 0
 GC0833
 GC0833.The horizontal coordinates were scaled from a topographic map and have
 GC0833.an estimated accuracy of +/- 6 seconds.
 GC0833
 GC0833.The orthometric height was determined by differential leveling
 GC0833.and adjusted by the National Geodetic Survey in June 1991..
 GC0833
 GC0833.The geoid height was determined by GEOID03.
 GC0833
 GC0833.The dynamic height is computed by dividing the NAVD 88
 GC0833.geopotential number by the normal gravity value computed on the
 GC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0833.degrees latitude (g = 980.6199 gals.).
 GC0833
 GC0833.The modeled gravity was interpolated from observed gravity values.
 GC0833
 GC0833;                    North         East    Units  Estimated Accuracy
 GC0833;SPC TN       -   190,470.      522,260.      MT  (+/- 180 meters Scaled)
 GC0833
 GC0833                          SUPERSEDED SURVEY CONTROL
 GC0833
 GC0833  NGVD 29 (??/??/92)  191.886  (m)          629.55   (f) ADJ UNCH    2 0
 GC0833
 GC0833.Superseded values are not recommended for survey control.
 GC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0833.See file dsdata.txt to determine how the superseded data were derived.
 GC0833
 GC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE123891(NAD 83)
 GC0833_MARKER: DD = SURVEY DISK
 GC0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0833_STAMPING: 106-6 1963
 GC0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0833+STABILITY: SURFACE MOTION
 GC0833
 GC0833  HISTORY     - Date     Condition        Report By
 GC0833  HISTORY     - 1963     MONUMENTED       TNHD
 GC0833
 GC0833                          STATION DESCRIPTION
 GC0833
 GC0833'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0833'9.5 MI S FROM NASHVILLE.
 GC0833'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0833'U.S. HIGHWAY 70 FOR 0.6 MILES TO THE INTERSECTION OF U.S. HIGHWAYS
 GC0833'70 AND 431.  TURN LEFT ON U.S. HIGHWAY 431 AND GO FOR 8.9 MILES
 GC0833'TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1 FOOT SOUTHWEST
 GC0833'OF A WIRE FENCE, 2 FEET SOUTH OF A WITNESS SIGN, 39 FEET EAST OF
 GC0833'THE CENTERLINE OF U.S. HIGHWAY 431 AND 14 FEET SOUTHEAST OF A
 GC0833'TELEPHONE POLE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0833'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0842 ***********************************************************************
 GC0842  DESIGNATION -  106 7
 GC0842  PID         -  GC0842
 GC0842  STATE/COUNTY-  TN/DAVIDSON
 GC0842  USGS QUAD   -  OAK HILL (1968)
 GC0842
 GC0842                         *CURRENT SURVEY CONTROL
 GC0842  ___________________________________________________________________
 GC0842* NAD 83(1986)-  36 05 19.     (N)    086 49 49.     (W)     SCALED    
 GC0842* NAVD 88     -       205.456  (meters)     674.07   (feet)  ADJUSTED  
 GC0842  ___________________________________________________________________
 GC0842  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0842  DYNAMIC HT  -         205.278 (meters)     673.48  (feet)  COMP
 GC0842  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC0842
 GC0842  VERT ORDER  -  SECOND    CLASS 0
 GC0842
 GC0842.The horizontal coordinates were scaled from a topographic map and have
 GC0842.an estimated accuracy of +/- 6 seconds.
 GC0842
 GC0842.The orthometric height was determined by differential leveling
 GC0842.and adjusted by the National Geodetic Survey in June 1991..
 GC0842
 GC0842.The geoid height was determined by GEOID03.
 GC0842
 GC0842.The dynamic height is computed by dividing the NAVD 88
 GC0842.geopotential number by the normal gravity value computed on the
 GC0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0842.degrees latitude (g = 980.6199 gals.).
 GC0842
 GC0842.The modeled gravity was interpolated from observed gravity values.
 GC0842
 GC0842;                    North         East    Units  Estimated Accuracy
 GC0842;SPC TN       -   195,060.      525,230.      MT  (+/- 180 meters Scaled)
 GC0842
 GC0842                          SUPERSEDED SURVEY CONTROL
 GC0842
 GC0842  NGVD 29 (??/??/92)  205.474  (m)          674.13   (f) ADJ UNCH    2 0
 GC0842
 GC0842.Superseded values are not recommended for survey control.
 GC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0842.See file dsdata.txt to determine how the superseded data were derived.
 GC0842
 GC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE152937(NAD 83)
 GC0842_MARKER: DD = SURVEY DISK
 GC0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0842_STAMPING: 106-7 1963
 GC0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0842+STABILITY: SURFACE MOTION
 GC0842
 GC0842  HISTORY     - Date     Condition        Report By
 GC0842  HISTORY     - 1963     MONUMENTED       TNHD
 GC0842
 GC0842                          STATION DESCRIPTION
 GC0842
 GC0842'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0842'6 MI S FROM NASHVILLE.
 GC0842'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0842'U.S. HIGHWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 GC0842'HIGHWAYS 70 AND 431.  TURN LEFT ON U.S. HIGWAY 431 AND GO FOR 5.4
 GC0842'MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1 FOOT
 GC0842'WEST OF A ROCK FENCE, 10 FEET EAST OF A FIREPLUG, 38 FEET EAST
 GC0842'OF THE CENTERLINE OF U.S. HIGHWAY 431 AND 38 FEET NORTH OF THE
 GC0842'CENTERLINE OF N. STANFORD DRIVE.  THE DISK IS SET IN THE TOP
 GC0842'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0843 ***********************************************************************
 GC0843  DESIGNATION -  106 8
 GC0843  PID         -  GC0843
 GC0843  STATE/COUNTY-  TN/DAVIDSON
 GC0843  USGS QUAD   -  OAK HILL (1968)
 GC0843
 GC0843                         *CURRENT SURVEY CONTROL
 GC0843  ___________________________________________________________________
 GC0843* NAD 83(1986)-  36 06 00.     (N)    086 49 11.     (W)     SCALED    
 GC0843* NAVD 88     -       175.330  (meters)     575.23   (feet)  ADJUSTED  
 GC0843  ___________________________________________________________________
 GC0843  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0843  DYNAMIC HT  -         175.179 (meters)     574.73  (feet)  COMP
 GC0843  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GC0843
 GC0843  VERT ORDER  -  SECOND    CLASS 0
 GC0843
 GC0843.The horizontal coordinates were scaled from a topographic map and have
 GC0843.an estimated accuracy of +/- 6 seconds.
 GC0843
 GC0843.The orthometric height was determined by differential leveling
 GC0843.and adjusted by the National Geodetic Survey in June 1991..
 GC0843
 GC0843.The geoid height was determined by GEOID03.
 GC0843
 GC0843.The dynamic height is computed by dividing the NAVD 88
 GC0843.geopotential number by the normal gravity value computed on the
 GC0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0843.degrees latitude (g = 980.6199 gals.).
 GC0843
 GC0843.The modeled gravity was interpolated from observed gravity values.
 GC0843
 GC0843;                    North         East    Units  Estimated Accuracy
 GC0843;SPC TN       -   196,320.      526,190.      MT  (+/- 180 meters Scaled)
 GC0843
 GC0843                          SUPERSEDED SURVEY CONTROL
 GC0843
 GC0843  NGVD 29 (??/??/92)  175.350  (m)          575.29   (f) ADJ UNCH    2 0
 GC0843
 GC0843.Superseded values are not recommended for survey control.
 GC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0843.See file dsdata.txt to determine how the superseded data were derived.
 GC0843
 GC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162950(NAD 83)
 GC0843_MARKER: DD = SURVEY DISK
 GC0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0843_STAMPING: 106-8 1963
 GC0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0843+STABILITY: SURFACE MOTION
 GC0843
 GC0843  HISTORY     - Date     Condition        Report By
 GC0843  HISTORY     - 1963     MONUMENTED       TNHD
 GC0843
 GC0843                          STATION DESCRIPTION
 GC0843
 GC0843'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0843'5 MI S FROM NASHVILLE.
 GC0843'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0843'U.S. HIGHWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 GC0843'HIGHWAYS 70 AND 431.  TURN LEFT ON U.S. HIGHWAY 431 AND GO FOR
 GC0843'4.4 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 2 FEET
 GC0843'NORTH OF A TELEPHONE POLE, 4 FEET NORTH OF A WITNESS SIGN AND
 GC0843'34.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 431.  THE DISK
 GC0843'IS SET IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0843'NOTE-- MONUMENT DISTURBED BY BULLDOZER--USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0847 ***********************************************************************
 GC0847  DESIGNATION -  106 9
 GC0847  PID         -  GC0847
 GC0847  STATE/COUNTY-  TN/DAVIDSON
 GC0847  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0847
 GC0847                         *CURRENT SURVEY CONTROL
 GC0847  ___________________________________________________________________
 GC0847* NAD 83(1986)-  36 07 37.     (N)    086 48 14.     (W)     SCALED    
 GC0847* NAVD 88     -       186.966  (meters)     613.40   (feet)  ADJUSTED  
 GC0847  ___________________________________________________________________
 GC0847  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0847  DYNAMIC HT  -         186.805 (meters)     612.88  (feet)  COMP
 GC0847  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 GC0847
 GC0847  VERT ORDER  -  SECOND    CLASS 0
 GC0847
 GC0847.The horizontal coordinates were scaled from a topographic map and have
 GC0847.an estimated accuracy of +/- 6 seconds.
 GC0847
 GC0847.The orthometric height was determined by differential leveling
 GC0847.and adjusted by the National Geodetic Survey in June 1991..
 GC0847
 GC0847.The geoid height was determined by GEOID03.
 GC0847
 GC0847.The dynamic height is computed by dividing the NAVD 88
 GC0847.geopotential number by the normal gravity value computed on the
 GC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0847.degrees latitude (g = 980.6199 gals.).
 GC0847
 GC0847.The modeled gravity was interpolated from observed gravity values.
 GC0847
 GC0847;                    North         East    Units  Estimated Accuracy
 GC0847;SPC TN       -   199,300.      527,640.      MT  (+/- 180 meters Scaled)
 GC0847
 GC0847                          SUPERSEDED SURVEY CONTROL
 GC0847
 GC0847  NGVD 29 (??/??/92)  186.987  (m)          613.47   (f) ADJ UNCH    2 0
 GC0847
 GC0847.Superseded values are not recommended for survey control.
 GC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0847.See file dsdata.txt to determine how the superseded data were derived.
 GC0847
 GC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE176980(NAD 83)
 GC0847_MARKER: DD = SURVEY DISK
 GC0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0847_SP_SET: SIDEWALK
 GC0847_STAMPING: 106-9 1963
 GC0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0847
 GC0847  HISTORY     - Date     Condition        Report By
 GC0847  HISTORY     - 1963     MONUMENTED       TNHD
 GC0847
 GC0847                          STATION DESCRIPTION
 GC0847
 GC0847'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0847'2.8 MI S FROM NASHVILLE.
 GC0847'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0847'U.S. HIGWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAYS
 GC0847'70 AND 431.  TURN LEFT ON U.S. HIGHWAY 431 AND GO FOR 2.2 MILES
 GC0847'TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 21 FEET SOUTH
 GC0847'OF THE CENTERLINE OF BEECHWOOD AVENUE, 2.5 FEET EAST OF A
 GC0847'TELEPHONE POLE, 2 FEET EAST OF A WITNESS SIGN AND 63 FEET
 GC0847'WEST OF THE CENTERLINE OF U.S. HIGHWAY 431.  THE DISK IS CEMENTED
 GC0847'IN A DRILLED HOLE IN THE TOP OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2400 ***********************************************************************
 GA2400  DESIGNATION -  107
 GA2400  PID         -  GA2400
 GA2400  STATE/COUNTY-  TN/KNOX
 GA2400  USGS QUAD   -  MASCOT (1987)
 GA2400
 GA2400                         *CURRENT SURVEY CONTROL
 GA2400  ___________________________________________________________________
 GA2400* NAD 83(1986)-  36 03 05.     (N)    083 42 30.     (W)     SCALED    
 GA2400* NAVD 88     -       280.39   (+/-2cm)     919.9    (feet)  VERTCON   
 GA2400  ___________________________________________________________________
 GA2400  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2400
 GA2400  VERT ORDER  -  ? (See Below)
 GA2400
 GA2400.The horizontal coordinates were scaled from a topographic map and have
 GA2400.an estimated accuracy of +/- 6 seconds.
 GA2400
 GA2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2400.The vertical order pertains to the NGVD 29 superseded value.
 GA2400
 GA2400.The geoid height was determined by GEOID03.
 GA2400
 GA2400;                    North         East    Units  Estimated Accuracy
 GA2400;SPC TN       -   193,040.      806,460.      MT  (+/- 180 meters Scaled)
 GA2400
 GA2400                          SUPERSEDED SURVEY CONTROL
 GA2400
 GA2400  NGVD 29 (??/??/92)  280.525  (m)          920.36   (f) ADJ UNCH    ?  
 GA2400
 GA2400.Superseded values are not recommended for survey control.
 GA2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2400.See file dsdata.txt to determine how the superseded data were derived.
 GA2400
 GA2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV560930(NAD 83)
 GA2400_MARKER: DD = SURVEY DISK
 GA2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2400_STAMPING: 107
 GA2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2400+STABILITY: SURFACE MOTION
 GA2400
 GA2400  HISTORY     - Date     Condition        Report By
 GA2400  HISTORY     - UNK      MONUMENTED       TNGS
 GA2400  HISTORY     - 1941     GOOD             TVA
 GA2400
 GA2400                          STATION DESCRIPTION
 GA2400
 GA2400'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 GA2400'1.4 MI SW FROM STRAWBERRY PLAINS.
 GA2400'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM STRAWBERRY
 GA2400'PLAINS, KNOX COUNTY, 2,000 FEET SOUTH OF THE MC BEE BRIDGE OVER
 GA2400'HOLSTON RIVER, AT THE JUNCTION OF A ROAD LEADING WEST, 75 FEET
 GA2400'NORTH OF A CULVERT UNDER THE HIGHWAY, 50 FEET SOUTH OF THE
 GA2400'CENTERLINE OF THE SIDE ROAD, AND 20 FEET NORTH OF THE EDGE OF THE
 GA2400'RIGHT-OF-WAY OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 GA2400'STAMPED 107 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2625 ***********************************************************************
 AJ2625  DESIGNATION -  108
 AJ2625  PID         -  AJ2625
 AJ2625  STATE/COUNTY-  TN/SHELBY
 AJ2625  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2625
 AJ2625                         *CURRENT SURVEY CONTROL
 AJ2625  ___________________________________________________________________
 AJ2625* NAD 83(1995)-  35 06 07.11111(N)    089 59 40.63082(W)     ADJUSTED  
 AJ2625* NAVD 88     -        83.75   (meters)     274.8    (feet)  LEVELING  
 AJ2625  ___________________________________________________________________
 AJ2625  X           -         490.554 (meters)                     COMP
 AJ2625  Y           -  -5,223,975.693 (meters)                     COMP
 AJ2625  Z           -   3,647,160.881 (meters)                     COMP
 AJ2625  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AJ2625  ELLIP HEIGHT-          56.42  (meters)          (04/26/01) GPS OBS
 AJ2625  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2625
 AJ2625  HORZ ORDER  -  FIRST
 AJ2625  VERT ORDER  -  THIRD ?
 AJ2625  ELLP ORDER  -  FOURTH    CLASS I
 AJ2625
 AJ2625.The horizontal coordinates were established by GPS observations
 AJ2625.and adjusted by the National Geodetic Survey in April 2001..
 AJ2625
 AJ2625.The orthometric height was determined by differential leveling.
 AJ2625.The vertical network tie was performed by a horz. field party for horz.
 AJ2625.obs reductions. Reset procedures were used to establish the elevation.
 AJ2625
 AJ2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2625
 AJ2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2625
 AJ2625.The ellipsoidal height was determined by GPS observations
 AJ2625.and is referenced to NAD 83.
 AJ2625
 AJ2625.The geoid height was determined by GEOID03.
 AJ2625
 AJ2625;                    North         East     Units Scale Factor Converg.
 AJ2625;SPC TN       -    92,713.922   235,881.874   MT  1.00002942   -2 20 19.0
 AJ2625;SPC TN       -   304,178.93    773,889.11   sFT  1.00002942   -2 20 19.0
 AJ2625;UTM  16      - 3,888,456.007   227,033.021   MT  1.00051840   -1 43 23.1
 AJ2625;UTM  15      - 3,888,485.576   773,948.145   MT  1.00052502   +1 43 45.4
 AJ2625
 AJ2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2625!SPC TN       -   0.99999114  x   1.00002942  =   1.00002056
 AJ2625!UTM  16      -   0.99999114  x   1.00051840  =   1.00050954
 AJ2625!UTM  15      -   0.99999114  x   1.00052502  =   1.00051616
 AJ2625
 AJ2625                          SUPERSEDED SURVEY CONTROL
 AJ2625
 AJ2625.No superseded survey control is available for this station.
 AJ2625
 AJ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2703388456(NAD 83)
 AJ2625_MARKER: DD = SURVEY DISK
 AJ2625_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2625+WITH SETTING: INFORMATION.
 AJ2625_STAMPING: 108
 AJ2625_MARK LOGO: MLGW  
 AJ2625_PROJECTION: FLUSH
 AJ2625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2625+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2625_ROD/PIPE-DEPTH:  0.8 meters
 AJ2625
 AJ2625  HISTORY     - Date     Condition        Report By
 AJ2625  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2625  HISTORY     - 20030513 GOOD             TN1620
 AJ2625
 AJ2625                          STATION DESCRIPTION
 AJ2625
 AJ2625'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2625'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.90
 AJ2625'MILE (1.45 KM) EAST OF LINCOLN CITY PARK.
 AJ2625'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH PARKWAY AND
 AJ2625'CASTALIA STREET, PROCEED SOUTH ON CASTALIA STREET FOR APPROXIMATELY
 AJ2625'0.55 MILES (0.89 KM) TO WABASH AVENUE.  THE STATION IS ON THE LEFT.
 AJ2625'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2625'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2625'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 93.70 FEET (28.56 M)
 AJ2625'NORTH OF THE CENTERLINE OF WABASH AVENUE, 79.40 FEET (24.20 M) SOUTH
 AJ2625'OF A WOOD POWER POLE NO.  266032, 2.60 FEET (0.79 M) EAST OF THE EAST
 AJ2625'CURBLINE OF CASTALIA STREET, IN THE GRASS STRIP BETWEEN THE CURB AND
 AJ2625'SIDEWALK.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2625
 AJ2625                          STATION RECOVERY (2003)
 AJ2625
 AJ2625'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2626 ***********************************************************************
 AJ2626  DESIGNATION -  109
 AJ2626  PID         -  AJ2626
 AJ2626  STATE/COUNTY-  TN/SHELBY
 AJ2626  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2626
 AJ2626                         *CURRENT SURVEY CONTROL
 AJ2626  ___________________________________________________________________
 AJ2626* NAD 83(1995)-  35 06 28.41575(N)    089 57 59.65648(W)     ADJUSTED  
 AJ2626* NAVD 88     -        94.52   (meters)     310.1    (feet)  LEVELING  
 AJ2626  ___________________________________________________________________
 AJ2626  X           -       3,047.671 (meters)                     COMP
 AJ2626  Y           -  -5,223,606.059 (meters)                     COMP
 AJ2626  Z           -   3,647,704.200 (meters)                     COMP
 AJ2626  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AJ2626  ELLIP HEIGHT-          67.18  (meters)          (04/26/01) GPS OBS
 AJ2626  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2626
 AJ2626  HORZ ORDER  -  FIRST
 AJ2626  VERT ORDER  -  THIRD ?
 AJ2626  ELLP ORDER  -  FOURTH    CLASS I
 AJ2626
 AJ2626.The horizontal coordinates were established by GPS observations
 AJ2626.and adjusted by the National Geodetic Survey in April 2001..
 AJ2626
 AJ2626.The orthometric height was determined by differential leveling.
 AJ2626.The vertical network tie was performed by a horz. field party for horz.
 AJ2626.obs reductions. Reset procedures were used to establish the elevation.
 AJ2626
 AJ2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2626
 AJ2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2626
 AJ2626.The ellipsoidal height was determined by GPS observations
 AJ2626.and is referenced to NAD 83.
 AJ2626
 AJ2626.The geoid height was determined by GEOID03.
 AJ2626
 AJ2626;                    North         East     Units Scale Factor Converg.
 AJ2626;SPC TN       -    93,265.966   238,463.747   MT  1.00002812   -2 19 19.9
 AJ2626;SPC TN       -   305,990.09    782,359.81   sFT  1.00002812   -2 19 19.9
 AJ2626;UTM  16      - 3,889,036.023   229,610.056   MT  1.00050114   -1 42 25.8
 AJ2626;UTM  15      - 3,889,219.753   776,485.633   MT  1.00054223   +1 44 44.5
 AJ2626
 AJ2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2626!SPC TN       -   0.99998946  x   1.00002812  =   1.00001757
 AJ2626!UTM  16      -   0.99998946  x   1.00050114  =   1.00049059
 AJ2626!UTM  15      -   0.99998946  x   1.00054223  =   1.00053168
 AJ2626
 AJ2626                          SUPERSEDED SURVEY CONTROL
 AJ2626
 AJ2626.No superseded survey control is available for this station.
 AJ2626
 AJ2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2961089036(NAD 83)
 AJ2626_MARKER: DD = SURVEY DISK
 AJ2626_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2626+WITH SETTING: INFORMATION.
 AJ2626_STAMPING: 109
 AJ2626_MARK LOGO: MLGW  
 AJ2626_PROJECTION: FLUSH
 AJ2626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2626+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2626_ROD/PIPE-DEPTH:  0.8 meters
 AJ2626
 AJ2626  HISTORY     - Date     Condition        Report By
 AJ2626  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2626  HISTORY     - 20030513 GOOD             TN1620
 AJ2626
 AJ2626                          STATION DESCRIPTION
 AJ2626
 AJ2626'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2626'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY 0.15 MILES (0.24 KM)
 AJ2626'NORTH OF LEWIS-DAVIS CITY PARK.
 AJ2626'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE AND SEMMES
 AJ2626'STREET, PROCEED WEST ON PARK AVENUE APPROXIMATELY 0.30 MILE (0.48 KM)
 AJ2626'TO MAYWOOD STREET.  THE STATION IS ON THE LEFT.
 AJ2626'THE STATION IS A STAINLESS STEEP CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2626'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2626'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 75.30 FEET (22.95 M)
 AJ2626'EAST OF THE CENTERLINE OF MAYWOOD STREET PROJECTED NORTH, 34.30 FEET
 AJ2626'(10.45 M) WEST OF THE WEST SIDE OF A DRIVEWAY TO A CARWASH, 2.00 FEET
 AJ2626'(0.61 M) SOUTH OF THE SOUTH CURBLINE OF PARK AVENUE.  THE CAP AND
 AJ2626'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2626
 AJ2626                          STATION RECOVERY (2003)
 AJ2626
 AJ2626'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2340 ***********************************************************************
 GA2340  DESIGNATION -  1090
 GA2340  PID         -  GA2340
 GA2340  STATE/COUNTY-  TN/CLAIBORNE
 GA2340  USGS QUAD   -  WELL SPRING (1980)
 GA2340
 GA2340                         *CURRENT SURVEY CONTROL
 GA2340  ___________________________________________________________________
 GA2340* NAD 83(1986)-  36 27 25.     (N)    083 53 08.     (W)     SCALED    
 GA2340* NAVD 88     -       332.216  (meters)    1089.95   (feet)  ADJUSTED  
 GA2340  ___________________________________________________________________
 GA2340  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GA2340  DYNAMIC HT  -         331.925 (meters)    1088.99  (feet)  COMP
 GA2340  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 GA2340
 GA2340  VERT ORDER  -  SECOND    CLASS 0
 GA2340
 GA2340.The horizontal coordinates were scaled from a topographic map and have
 GA2340.an estimated accuracy of +/- 6 seconds.
 GA2340
 GA2340.The orthometric height was determined by differential leveling
 GA2340.and adjusted by the National Geodetic Survey in June 1991..
 GA2340
 GA2340.The geoid height was determined by GEOID03.
 GA2340
 GA2340.The dynamic height is computed by dividing the NAVD 88
 GA2340.geopotential number by the normal gravity value computed on the
 GA2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2340.degrees latitude (g = 980.6199 gals.).
 GA2340
 GA2340.The modeled gravity was interpolated from observed gravity values.
 GA2340
 GA2340;                    North         East    Units  Estimated Accuracy
 GA2340;SPC TN       -   237,670.      789,530.      MT  (+/- 180 meters Scaled)
 GA2340
 GA2340                          SUPERSEDED SURVEY CONTROL
 GA2340
 GA2340  NGVD 29 (??/??/92)  332.371  (m)         1090.45   (f) ADJ UNCH    2 0
 GA2340
 GA2340.Superseded values are not recommended for survey control.
 GA2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2340.See file dsdata.txt to determine how the superseded data were derived.
 GA2340
 GA2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA414385(NAD 83)
 GA2340_MARKER: DD = SURVEY DISK
 GA2340_SETTING: 80 = SET IN A BOULDER
 GA2340_SP_SET: BOULDER
 GA2340_STAMPING: 1090
 GA2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2340+STABILITY: SURFACE MOTION
 GA2340
 GA2340  HISTORY     - Date     Condition        Report By
 GA2340  HISTORY     - UNK      MONUMENTED       USGS
 GA2340  HISTORY     - 1949     GOOD             NGS
 GA2340  HISTORY     - 1965     GOOD             NGS
 GA2340
 GA2340                          STATION DESCRIPTION
 GA2340
 GA2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2340'14.7 MI W FROM ARTHUR.
 GA2340'14.7 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2340'STATION AT ARTHUR, CLAIBORNE COUNTY, 6.6 MILES WEST OF THE POWELL
 GA2340'VALLEY HIGH SCHOOL, 2.0 MILES EAST OF THE ELLISON STORE, 0.2
 GA2340'MILE WEST OF THE SPEEDWELL CHURCH, 40 FEET SOUTHEAST OF A
 GA2340'2-STORY FRAMEHOUSE, AT THE NORTH EDGE OF THE HIGHWAY, 5 FEET
 GA2340'SOUTH OF THE GARDEN FENCE, AND IN THE TOP OF A SMALL BOULDER,
 GA2340'STEEL POST WITH CONTROL-MARKER SIGN SET AT MONUMENT.  A UNITED
 GA2340'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1090.
 GA2340
 GA2340                          STATION RECOVERY (1965)
 GA2340
 GA2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1184 ***********************************************************************
 FB1184  DESIGNATION -  1094 MC
 FB1184  PID         -  FB1184
 FB1184  STATE/COUNTY-  TN/COCKE
 FB1184  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1184
 FB1184                         *CURRENT SURVEY CONTROL
 FB1184  ___________________________________________________________________
 FB1184* NAD 83(1986)-  35 57 08.     (N)    083 07 00.     (W)     SCALED    
 FB1184* NAVD 88     -       333.079  (meters)    1092.78   (feet)  ADJUSTED  
 FB1184  ___________________________________________________________________
 FB1184  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB1184  DYNAMIC HT  -         332.761 (meters)    1091.73  (feet)  COMP
 FB1184  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FB1184
 FB1184  VERT ORDER  -  FIRST     CLASS I
 FB1184
 FB1184.The horizontal coordinates were scaled from a topographic map and have
 FB1184.an estimated accuracy of +/- 6 seconds.
 FB1184
 FB1184.The orthometric height was determined by differential leveling
 FB1184.and adjusted by the National Geodetic Survey in June 1991..
 FB1184
 FB1184.The geoid height was determined by GEOID03.
 FB1184
 FB1184.The dynamic height is computed by dividing the NAVD 88
 FB1184.geopotential number by the normal gravity value computed on the
 FB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1184.degrees latitude (g = 980.6199 gals.).
 FB1184
 FB1184.The modeled gravity was interpolated from observed gravity values.
 FB1184
 FB1184;                    North         East    Units  Estimated Accuracy
 FB1184;SPC TN       -   183,450.      860,080.      MT  (+/- 180 meters Scaled)
 FB1184
 FB1184                          SUPERSEDED SURVEY CONTROL
 FB1184
 FB1184  NGVD 29 (??/??/92)  333.227  (m)         1093.26   (f) ADJ UNCH    1 1
 FB1184
 FB1184.Superseded values are not recommended for survey control.
 FB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1184.See file dsdata.txt to determine how the superseded data were derived.
 FB1184
 FB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV091807(NAD 83)
 FB1184_MARKER: DD = SURVEY DISK
 FB1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1184_SP_SET: BUILDING
 FB1184_STAMPING: 1093.653 MC FT
 FB1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1184
 FB1184  HISTORY     - Date     Condition        Report By
 FB1184  HISTORY     - UNK      MONUMENTED       USGS
 FB1184  HISTORY     - 1967     GOOD             NGS
 FB1184
 FB1184                          STATION DESCRIPTION
 FB1184
 FB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1184'4.6 MI E FROM NEWPORT.
 FB1184'ABOUT 4.6 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1184'FROM THE STATION AT NEWPORT, OR ABOUT 6.8 MILES NORTHWEST
 FB1184'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT
 FB1184'DEL RIO, 5 RAILS EAST OF MILEPOST 202, 68 1/2 FEET SOUTH OF THE
 FB1184'SOUTH RAIL OF THE MAIN TRACK, A U.S. GEOLOGICAL SURVEY DISK SET
 FB1184'VERTICALLY IN THE NORTH FACE OF THE MIDDLE OF SEVEN BRICK COLUMNS
 FB1184'OF AN OLD BRICK BUILDING, 2.8 FEET ABOVE THE LEVEL OF THE GROUND,
 FB1184'0.05 MILE EAST OF BENCH MARK TT 27 G (USGS), AND ABOUT 3 1/2
 FB1184'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1511 ***********************************************************************
 FD1511  DESIGNATION -  11 20 12
 FD1511  PID         -  FD1511
 FD1511  STATE/COUNTY-  TN/HICKMAN
 FD1511  USGS QUAD   -  CRAIGFIELD (1979)
 FD1511
 FD1511                         *CURRENT SURVEY CONTROL
 FD1511  ___________________________________________________________________
 FD1511* NAD 83(1995)-  35 55 56.08711(N)    087 13 10.50450(W)     ADJUSTED  
 FD1511* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 FD1511  ___________________________________________________________________
 FD1511  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FD1511  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1511
 FD1511  HORZ ORDER  -  SECOND
 FD1511
 FD1511.The horizontal coordinates were established by classical geodetic methods
 FD1511.and adjusted by the National Geodetic Survey in April 1999..
 FD1511
 FD1511.The orthometric height was scaled from a topographic map.
 FD1511
 FD1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1511
 FD1511.The geoid height was determined by GEOID03.
 FD1511
 FD1511;                    North         East     Units Scale Factor Converg.
 FD1511;SPC TN       -   178,083.675   489,952.140   MT  0.99994986   -0 42 50.4
 FD1511;SPC TN       -   584,262.86  1,607,451.31   sFT  0.99994986   -0 42 50.4
 FD1511;UTM  16      - 3,976,455.907   480,192.434   MT  0.99960483   -0 07 43.9
 FD1511
 FD1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1511!SPC TN       -   0.99995943  x   0.99994986  =   0.99990930
 FD1511!UTM  16      -   0.99995943  x   0.99960483  =   0.99956428
 FD1511
 FD1511                          SUPERSEDED SURVEY CONTROL
 FD1511
 FD1511  NAD 83(1995)-  35 55 56.08913(N)    087 13 10.50749(W) AD(       ) 2
 FD1511  NAD 83(1986)-  35 55 56.09795(N)    087 13 10.50737(W) AD(       ) 2
 FD1511  NAD 27      -  35 55 55.86700(N)    087 13 10.47500(W) AD(       ) 2
 FD1511
 FD1511.Superseded values are not recommended for survey control.
 FD1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1511.See file dsdata.txt to determine how the superseded data were derived.
 FD1511
 FD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8019276456(NAD 83)
 FD1511_MARKER: DD = SURVEY DISK
 FD1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1511_STAMPING: 11-20-12
 FD1511_MARK LOGO: TNGS  
 FD1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1511+STABILITY: SURFACE MOTION
 FD1511
 FD1511  HISTORY     - Date     Condition        Report By
 FD1511  HISTORY     - 1953     MONUMENTED       TNGS
 FD1511
 FD1511                          STATION DESCRIPTION
 FD1511
 FD1511'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953
 FD1511'11-20-12 (TENN GEOLOGY S) IS USED AS A REFERENCE MARK.  IT IS 37 FEET
 FD1511'NORTH OF THE CENTER OF
 FD1511'STATE HIGHWAY 100 AND 3 FEET SOUTH OF A FENCE LINE.
 FD1511'THE MARK IS A 6X6 INCH CONCRETE
 FD1511'POST, WHICH PROJECTS 6 INCHES WITH A
 FD1511'STANDARD TENNESSEE DIVISION GEOLOGY WPA STATION
 FD1511'MARK DISK ATOP
 FD1511'STAMPED 11-20-12.
 FD1511'
 FD1511'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1511'46, 2 MILES SOUTH OF
 FD1511'BON AQUA, GO EAST ON HIGHWAY 100 FOR 4.7 MILES TO HICKMAN
 FD1511'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.65 MILE TO
 FD1511'THE INTERSECTION OF TURN BULL ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1332 ***********************************************************************
 GC1332  DESIGNATION -  11 29 4
 GC1332  PID         -  GC1332
 GC1332  STATE/COUNTY-  TN/CHEATHAM
 GC1332  USGS QUAD   -  WHITE BLUFF (1983)
 GC1332
 GC1332                         *CURRENT SURVEY CONTROL
 GC1332  ___________________________________________________________________
 GC1332* NAD 83(1986)-  36 06 02.     (N)    087 07 45.     (W)     SCALED    
 GC1332* NAVD 88     -       149.652  (meters)     490.98   (feet)  ADJUSTED  
 GC1332  ___________________________________________________________________
 GC1332  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC1332  DYNAMIC HT  -         149.523 (meters)     490.56  (feet)  COMP
 GC1332  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC1332
 GC1332  VERT ORDER  -  FIRST     CLASS II
 GC1332
 GC1332.The horizontal coordinates were scaled from a topographic map and have
 GC1332.an estimated accuracy of +/- 6 seconds.
 GC1332
 GC1332.The orthometric height was determined by differential leveling
 GC1332.and adjusted by the National Geodetic Survey in June 1991..
 GC1332
 GC1332.The geoid height was determined by GEOID03.
 GC1332
 GC1332.The dynamic height is computed by dividing the NAVD 88
 GC1332.geopotential number by the normal gravity value computed on the
 GC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1332.degrees latitude (g = 980.6199 gals.).
 GC1332
 GC1332.The modeled gravity was interpolated from observed gravity values.
 GC1332
 GC1332;                    North         East    Units  Estimated Accuracy
 GC1332;SPC TN       -   196,660.      498,330.      MT  (+/- 180 meters Scaled)
 GC1332
 GC1332                          SUPERSEDED SURVEY CONTROL
 GC1332
 GC1332  NGVD 29 (??/??/92)  149.677  (m)          491.07   (f) ADJ UNCH    1 2
 GC1332
 GC1332.Superseded values are not recommended for survey control.
 GC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1332.See file dsdata.txt to determine how the superseded data were derived.
 GC1332
 GC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE883951(NAD 83)
 GC1332_MARKER: DD = SURVEY DISK
 GC1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1332_STAMPING: 11 29 4
 GC1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1332+STABILITY: SURFACE MOTION
 GC1332
 GC1332  HISTORY     - Date     Condition        Report By
 GC1332  HISTORY     - UNK      MONUMENTED       TNDG
 GC1332  HISTORY     - 1948     GOOD             NGS
 GC1332
 GC1332                          STATION DESCRIPTION
 GC1332
 GC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1332'0.8 MI W FROM KINGSTON SPRINGS.
 GC1332'0.8 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1332'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, ABOUT 1.2 MILES
 GC1332'EAST OF THE STATION AND ROAD CROSSING AT CRAGGIE HOPE, ABOUT 0.2
 GC1332'MILE EAST OF MILE POST 25, ABOUT 0.2 MILE WEST OF THE WEST END OF
 GC1332'A BRIDGE OVER TURNBULL CREEK, BETWEEN THE TRACKS AND A GRAVEL
 GC1332'ROAD PARALLELING THE TRACKS ON SOUTH SIDE OF TRACKS, 40 FEET
 GC1332'NORTH OF THE CENTER LINE OF THE ROAD, 62 FEET SOUTH OF THE
 GC1332'SOUTH RAIL AT RAILWAY SURVEY STATION NO. 1310-57, 2 FEET SOUTH
 GC1332'OF THE 4TH POLE WEST OF THE BRIDGE OVER THE CREEK, 1 FOOT
 GC1332'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE
 GC1332'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2627 ***********************************************************************
 AJ2627  DESIGNATION -  110
 AJ2627  PID         -  AJ2627
 AJ2627  STATE/COUNTY-  TN/SHELBY
 AJ2627  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2627
 AJ2627                         *CURRENT SURVEY CONTROL
 AJ2627  ___________________________________________________________________
 AJ2627* NAD 83(1995)-  35 06 26.70278(N)    089 55 24.78681(W)     ADJUSTED  
 AJ2627* NAVD 88     -        89.25   (meters)     292.8    (feet)  LEVELING  
 AJ2627  ___________________________________________________________________
 AJ2627  X           -       6,969.741 (meters)                     COMP
 AJ2627  Y           -  -5,223,628.314 (meters)                     COMP
 AJ2627  Z           -   3,647,657.961 (meters)                     COMP
 AJ2627  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2627  ELLIP HEIGHT-          61.87  (meters)          (04/26/01) GPS OBS
 AJ2627  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2627
 AJ2627  HORZ ORDER  -  FIRST
 AJ2627  VERT ORDER  -  THIRD ?
 AJ2627  ELLP ORDER  -  FOURTH    CLASS I
 AJ2627
 AJ2627.The horizontal coordinates were established by GPS observations
 AJ2627.and adjusted by the National Geodetic Survey in April 2001..
 AJ2627
 AJ2627.The orthometric height was determined by differential leveling.
 AJ2627.The vertical network tie was performed by a horz. field party for horz.
 AJ2627.obs reductions. Reset procedures were used to establish the elevation.
 AJ2627
 AJ2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2627
 AJ2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2627
 AJ2627.The ellipsoidal height was determined by GPS observations
 AJ2627.and is referenced to NAD 83.
 AJ2627
 AJ2627.The geoid height was determined by GEOID03.
 AJ2627
 AJ2627;                    North         East     Units Scale Factor Converg.
 AJ2627;SPC TN       -    93,055.161   242,380.552   MT  1.00002822   -2 17 49.2
 AJ2627;SPC TN       -   305,298.47    795,210.19   sFT  1.00002822   -2 17 49.2
 AJ2627;UTM  16      - 3,888,867.182   233,530.699   MT  1.00047519   -1 40 56.5
 AJ2627;UTM  15      - 3,889,287.351   780,409.593   MT  1.00056917   +1 46 13.6
 AJ2627
 AJ2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2627!SPC TN       -   0.99999029  x   1.00002822  =   1.00001851
 AJ2627!UTM  16      -   0.99999029  x   1.00047519  =   1.00046547
 AJ2627!UTM  15      -   0.99999029  x   1.00056917  =   1.00055945
 AJ2627
 AJ2627                          SUPERSEDED SURVEY CONTROL
 AJ2627
 AJ2627.No superseded survey control is available for this station.
 AJ2627
 AJ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3353188867(NAD 83)
 AJ2627_MARKER: DD = SURVEY DISK
 AJ2627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2627+WITH SETTING: INFORMATION.
 AJ2627_STAMPING: 110
 AJ2627_MARK LOGO: MLGW  
 AJ2627_PROJECTION: FLUSH
 AJ2627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2627+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2627_ROD/PIPE-DEPTH:  0.8 meters
 AJ2627
 AJ2627  HISTORY     - Date     Condition        Report By
 AJ2627  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2627  HISTORY     - 20030326 GOOD             TN1620
 AJ2627
 AJ2627                          STATION DESCRIPTION
 AJ2627
 AJ2627'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2627'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY AT AUDUBON CITY
 AJ2627'PARK.
 AJ2627'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE AND GETWELL
 AJ2627'ROAD, PROCEED EAST ON PARK AVENUE APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2627'HIAWATHA STREET.  THE STATION IS ON THE LEFT.
 AJ2627'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2627'HOLE IN THE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE SIDEWALK
 AJ2627'ON THE NORTH SIDE OF PARK AVENUE, 88.00 FEET (26.82 M) EAST OF A LIGHT
 AJ2627'POLE NO.  107273, 3.00 FEET (0.91 M) NORTH OF THE NORTH CURBLINE OF
 AJ2627'PARK AVENUE IN LINE WITH THE CENTERLINE OF HIAWATHA STREET PROJECTED
 AJ2627'NORTH.  THE CAP IS SET FLUSH WITH THE SIDEWALK.
 AJ2627
 AJ2627                          STATION RECOVERY (2003)
 AJ2627
 AJ2627'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1932 ***********************************************************************
 FB1932  DESIGNATION -  1101
 FB1932  PID         -  FB1932
 FB1932  STATE/COUNTY-  TN/KNOX
 FB1932  USGS QUAD   -  KNOXVILLE (1978)
 FB1932
 FB1932                         *CURRENT SURVEY CONTROL
 FB1932  ___________________________________________________________________
 FB1932* NAD 83(1986)-  35 59 47.     (N)    083 57 11.     (W)     SCALED    
 FB1932* NAVD 88     -       305.439  (meters)    1002.09   (feet)  ADJUSTED  
 FB1932  ___________________________________________________________________
 FB1932  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1932  DYNAMIC HT  -         305.155 (meters)    1001.16  (feet)  COMP
 FB1932  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1932
 FB1932  VERT ORDER  -  FIRST     CLASS I
 FB1932
 FB1932.The horizontal coordinates were scaled from a topographic map and have
 FB1932.an estimated accuracy of +/- 6 seconds.
 FB1932
 FB1932.The orthometric height was determined by differential leveling
 FB1932.and adjusted by the National Geodetic Survey in June 1991..
 FB1932
 FB1932.The geoid height was determined by GEOID03.
 FB1932
 FB1932.The dynamic height is computed by dividing the NAVD 88
 FB1932.geopotential number by the normal gravity value computed on the
 FB1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1932.degrees latitude (g = 980.6199 gals.).
 FB1932
 FB1932.The modeled gravity was interpolated from observed gravity values.
 FB1932
 FB1932;                    North         East    Units  Estimated Accuracy
 FB1932;SPC TN       -   186,450.      784,550.      MT  (+/- 180 meters Scaled)
 FB1932
 FB1932                          SUPERSEDED SURVEY CONTROL
 FB1932
 FB1932  NGVD 29 (??/??/92)  305.564  (m)         1002.50   (f) ADJ UNCH    1 1
 FB1932
 FB1932.Superseded values are not recommended for survey control.
 FB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1932.See file dsdata.txt to determine how the superseded data were derived.
 FB1932
 FB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV337875(NAD 83)
 FB1932_MARKER: DD = SURVEY DISK
 FB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1932_STAMPING: 1101
 FB1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1932+STABILITY: SURFACE MOTION
 FB1932
 FB1932  HISTORY     - Date     Condition        Report By
 FB1932  HISTORY     - UNK      MONUMENTED       TNGS
 FB1932  HISTORY     - 1967     GOOD             NGS
 FB1932
 FB1932                          STATION DESCRIPTION
 FB1932
 FB1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1932'2.8 MI NW FROM KNOXVILLE.
 FB1932'ABOUT 2.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1932'STATION AT KNOXVILLE, ABOUT 0.35 MILE SOUTHEAST OF MILEPOST 3,
 FB1932'ABOUT 0.3 MILE NORTHWEST OF AN OVERPASS OVER HEISKELL AVENUE,
 FB1932'ABOUT 4 1/2 RAILS NORTHWEST OF THE NORTH CORNER OF A 20-FOOT
 FB1932'SQUARE METAL BUILDING, DIRECTLY ACROSS THE TRACK FROM THE
 FB1932'HIGHEST POINT OF A 50-FOOT HIGH CUT BANK, 37 FEET SOUTHWEST
 FB1932'OF THE SOUTHWEST RAIL, 8 FEET ABOVE THE LEVEL OF THE TRACK AND
 FB1932'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 FB1932'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1934 ***********************************************************************
 FB1934  DESIGNATION -  1102
 FB1934  PID         -  FB1934
 FB1934  STATE/COUNTY-  TN/KNOX
 FB1934  USGS QUAD   -  KNOXVILLE (1978)
 FB1934
 FB1934                         *CURRENT SURVEY CONTROL
 FB1934  ___________________________________________________________________
 FB1934* NAD 83(1986)-  35 59 58.     (N)    083 57 19.     (W)     SCALED    
 FB1934* NAVD 88     -       306.841  (meters)    1006.69   (feet)  ADJUSTED  
 FB1934  ___________________________________________________________________
 FB1934  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1934  DYNAMIC HT  -         306.556 (meters)    1005.76  (feet)  COMP
 FB1934  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FB1934
 FB1934  VERT ORDER  -  FIRST     CLASS I
 FB1934
 FB1934.The horizontal coordinates were scaled from a topographic map and have
 FB1934.an estimated accuracy of +/- 6 seconds.
 FB1934
 FB1934.The orthometric height was determined by differential leveling
 FB1934.and adjusted by the National Geodetic Survey in June 1991..
 FB1934
 FB1934.The geoid height was determined by GEOID03.
 FB1934
 FB1934.The dynamic height is computed by dividing the NAVD 88
 FB1934.geopotential number by the normal gravity value computed on the
 FB1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1934.degrees latitude (g = 980.6199 gals.).
 FB1934
 FB1934.The modeled gravity was interpolated from observed gravity values.
 FB1934
 FB1934;                    North         East    Units  Estimated Accuracy
 FB1934;SPC TN       -   186,780.      784,340.      MT  (+/- 180 meters Scaled)
 FB1934
 FB1934                          SUPERSEDED SURVEY CONTROL
 FB1934
 FB1934  NGVD 29 (??/??/92)  306.964  (m)         1007.10   (f) ADJ UNCH    1 1
 FB1934
 FB1934.Superseded values are not recommended for survey control.
 FB1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1934.See file dsdata.txt to determine how the superseded data were derived.
 FB1934
 FB1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV336879(NAD 83)
 FB1934_MARKER: DD = SURVEY DISK
 FB1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1934_STAMPING: 1102
 FB1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1934+STABILITY: SURFACE MOTION
 FB1934
 FB1934  HISTORY     - Date     Condition        Report By
 FB1934  HISTORY     - UNK      MONUMENTED       TNGS
 FB1934  HISTORY     - 1967     GOOD             NGS
 FB1934  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1934
 FB1934                          STATION DESCRIPTION
 FB1934
 FB1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1934'3.1 MI NW FROM KNOXVILLE.
 FB1934'ABOUT 3.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1934'STATION AT KNOXVILLE, 240 FEET SOUTHEAST OF MILEPOST 3, 73 FEET
 FB1934'SOUTH OF AND ACROSS THE TRACK FROM A SWITCH STAND AT THE SOUTHEAST
 FB1934'END OF A SPUR TRACK, 29 1/2 FEET SOUTHEAST OF THE SOUTHWEST END
 FB1934'OF A 30-INCH PIPE CULVERT UNDER THE TRACK, 15.4 FEET SOUTHWEST
 FB1934'OF THE SOUTHWEST RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 FB1934'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL
 FB1934'OF THE GROUND.
 FB1934
 FB1934                          STATION RECOVERY (1982)
 FB1934
 FB1934'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0692 ***********************************************************************
 GB0692  DESIGNATION -  1106
 GB0692  PID         -  GB0692
 GB0692  STATE/COUNTY-  TN/ANDERSON
 GB0692  USGS QUAD   -  NORRIS (1990)
 GB0692
 GB0692                         *CURRENT SURVEY CONTROL
 GB0692  ___________________________________________________________________
 GB0692* NAD 83(1986)-  36 08 07.     (N)    084 02 27.     (W)     SCALED    
 GB0692* NAVD 88     -       272.070  (meters)     892.62   (feet)  ADJUSTED  
 GB0692  ___________________________________________________________________
 GB0692  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB0692  DYNAMIC HT  -         271.821 (meters)     891.80  (feet)  COMP
 GB0692  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GB0692
 GB0692  VERT ORDER  -  SECOND    CLASS 0
 GB0692
 GB0692.The horizontal coordinates were scaled from a topographic map and have
 GB0692.an estimated accuracy of +/- 6 seconds.
 GB0692
 GB0692.The orthometric height was determined by differential leveling
 GB0692.and adjusted by the National Geodetic Survey in June 1991..
 GB0692
 GB0692.The geoid height was determined by GEOID03.
 GB0692
 GB0692.The dynamic height is computed by dividing the NAVD 88
 GB0692.geopotential number by the normal gravity value computed on the
 GB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0692.degrees latitude (g = 980.6199 gals.).
 GB0692
 GB0692.The modeled gravity was interpolated from observed gravity values.
 GB0692
 GB0692;                    North         East    Units  Estimated Accuracy
 GB0692;SPC TN       -   201,690.      776,330.      MT  (+/- 180 meters Scaled)
 GB0692
 GB0692                          SUPERSEDED SURVEY CONTROL
 GB0692
 GB0692  NGVD 29 (??/??/92)  272.179  (m)          892.97   (f) ADJ UNCH    2 0
 GB0692
 GB0692.Superseded values are not recommended for survey control.
 GB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0692.See file dsdata.txt to determine how the superseded data were derived.
 GB0692
 GB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF662030(NAD 83)
 GB0692_MARKER: DD = SURVEY DISK
 GB0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0692_STAMPING: 1106
 GB0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0692+STABILITY: SURFACE MOTION
 GB0692
 GB0692  HISTORY     - Date     Condition        Report By
 GB0692  HISTORY     - UNK      MONUMENTED       TNDG
 GB0692  HISTORY     - 1961     GOOD             NGS
 GB0692
 GB0692                          STATION DESCRIPTION
 GB0692
 GB0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0692'6.6 MI S FROM NORRIS.
 GB0692'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0692'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0692'THEN 3.6 MILES SOUTHEAST ON A GRAVELED ROAD TO MORRES GAP
 GB0692'METHODIST CHURCH.  THE BENCH MARK IS 65 FT. NORTHEAST OF THE
 GB0692'NORTHWEST CORNER OF THE CHURCH, 29 FT. SOUTHWEST OF THE CENTER
 GB0692'OF THE GRAVELED ROAD, AND ABOUT 100 FT. AND ACROSS THE ROAD FROM
 GB0692'A BARN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB0692'4 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2198 ***********************************************************************
 GA2198  DESIGNATION -  111
 GA2198  PID         -  GA2198
 GA2198  STATE/COUNTY-  TN/JEFFERSON
 GA2198  USGS QUAD   -  NEW MARKET (1987)
 GA2198
 GA2198                         *CURRENT SURVEY CONTROL
 GA2198  ___________________________________________________________________
 GA2198* NAD 83(1986)-  36 05 03.     (N)    083 37 06.     (W)     SCALED    
 GA2198* NAVD 88     -       284.937  (meters)     934.83   (feet)  ADJUSTED  
 GA2198  ___________________________________________________________________
 GA2198  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2198  DYNAMIC HT  -         284.676 (meters)     933.97  (feet)  COMP
 GA2198  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 GA2198
 GA2198  VERT ORDER  -  FIRST     CLASS I
 GA2198
 GA2198.The horizontal coordinates were scaled from a topographic map and have
 GA2198.an estimated accuracy of +/- 6 seconds.
 GA2198
 GA2198.The orthometric height was determined by differential leveling
 GA2198.and adjusted by the National Geodetic Survey in June 1991..
 GA2198
 GA2198.The geoid height was determined by GEOID03.
 GA2198
 GA2198.The dynamic height is computed by dividing the NAVD 88
 GA2198.geopotential number by the normal gravity value computed on the
 GA2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2198.degrees latitude (g = 980.6199 gals.).
 GA2198
 GA2198.The modeled gravity was interpolated from observed gravity values.
 GA2198
 GA2198;                    North         East    Units  Estimated Accuracy
 GA2198;SPC TN       -   196,860.      814,480.      MT  (+/- 180 meters Scaled)
 GA2198
 GA2198                          SUPERSEDED SURVEY CONTROL
 GA2198
 GA2198  NGVD 29 (??/??/92)  285.074  (m)          935.28   (f) ADJ UNCH    1 1
 GA2198
 GA2198.Superseded values are not recommended for survey control.
 GA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2198.See file dsdata.txt to determine how the superseded data were derived.
 GA2198
 GA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV642964(NAD 83)
 GA2198_MARKER: DD = SURVEY DISK
 GA2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2198_STAMPING: 111
 GA2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2198+STABILITY: SURFACE MOTION
 GA2198
 GA2198  HISTORY     - Date     Condition        Report By
 GA2198  HISTORY     - UNK      MONUMENTED       TNGS
 GA2198  HISTORY     - 1967     GOOD             NGS
 GA2198
 GA2198                          STATION DESCRIPTION
 GA2198
 GA2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2198'4.1 MI E FROM STRAWBERRY PLAINS.
 GA2198'ABOUT 4.1 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2198'OFFICE AT STRAWBERRY PLAINS, ON TOP OF A HIGH BANK, ON THE
 GA2198'RIGHT-OF-WAY OF AN OVERHEAD POWER LINE WHICH CROSSES OVER THE
 GA2198'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 GA2198'EAST OF THE LINE OF POLES SUPPORTING THE POWER LINE, 18 FEET
 GA2198'SOUTHWEST OF TELEPHONE POLE NO. 3665, 1/2 FOOT SOUTH OF A
 GA2198'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GA2198'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2628 ***********************************************************************
 AJ2628  DESIGNATION -  111
 AJ2628  PID         -  AJ2628
 AJ2628  STATE/COUNTY-  TN/SHELBY
 AJ2628  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2628
 AJ2628                         *CURRENT SURVEY CONTROL
 AJ2628  ___________________________________________________________________
 AJ2628* NAD 83(1995)-  35 06 32.25141(N)    089 53 20.71671(W)     ADJUSTED  
 AJ2628* NAVD 88     -       100.13   (meters)     328.5    (feet)  LEVELING  
 AJ2628  ___________________________________________________________________
 AJ2628  X           -      10,111.625 (meters)                     COMP
 AJ2628  Y           -  -5,223,533.718 (meters)                     COMP
 AJ2628  Z           -   3,647,804.093 (meters)                     COMP
 AJ2628  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AJ2628  ELLIP HEIGHT-          72.73  (meters)          (04/26/01) GPS OBS
 AJ2628  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AJ2628
 AJ2628  HORZ ORDER  -  FIRST
 AJ2628  VERT ORDER  -  THIRD ?
 AJ2628  ELLP ORDER  -  FOURTH    CLASS I
 AJ2628
 AJ2628.The horizontal coordinates were established by GPS observations
 AJ2628.and adjusted by the National Geodetic Survey in April 2001..
 AJ2628
 AJ2628.The orthometric height was determined by differential leveling.
 AJ2628.The vertical network tie was performed by a horz. field party for horz.
 AJ2628.obs reductions. Reset procedures were used to establish the elevation.
 AJ2628
 AJ2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2628
 AJ2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2628
 AJ2628.The ellipsoidal height was determined by GPS observations
 AJ2628.and is referenced to NAD 83.
 AJ2628
 AJ2628.The geoid height was determined by GEOID03.
 AJ2628
 AJ2628;                    North         East     Units Scale Factor Converg.
 AJ2628;SPC TN       -    93,100.643   245,526.962   MT  1.00002788   -2 16 36.6
 AJ2628;SPC TN       -   305,447.69    805,533.04   sFT  1.00002788   -2 16 36.6
 AJ2628;UTM  16      - 3,888,946.438   236,677.815   MT  1.00045464   -1 39 45.2
 AJ2628
 AJ2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2628!SPC TN       -   0.99998858  x   1.00002788  =   1.00001646
 AJ2628!UTM  16      -   0.99998858  x   1.00045464  =   1.00044322
 AJ2628
 AJ2628                          SUPERSEDED SURVEY CONTROL
 AJ2628
 AJ2628.No superseded survey control is available for this station.
 AJ2628
 AJ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3667888946(NAD 83)
 AJ2628_MARKER: DD = SURVEY DISK
 AJ2628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2628+WITH SETTING: INFORMATION.
 AJ2628_STAMPING: 111
 AJ2628_MARK LOGO: MLGW  
 AJ2628_PROJECTION: FLUSH
 AJ2628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2628+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2628_ROD/PIPE-DEPTH:  0.8 meters
 AJ2628
 AJ2628  HISTORY     - Date     Condition        Report By
 AJ2628  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2628  HISTORY     - 20030326 GOOD             TN1620
 AJ2628
 AJ2628                          STATION DESCRIPTION
 AJ2628
 AJ2628'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2628'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2628'0.50 MILE (0.80 KM) EAST OF AUDUBON CITY PARK.
 AJ2628'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND WHITE
 AJ2628'STATION ROAD, PROCEED SOUTH ON WHITE STATION ROAD APPROXIMATELY 200
 AJ2628'FEET (61.0 M) TO RR TRACKS.  THE STATION IS ON THE RIGHT.
 AJ2628'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2628'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2628'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 127.60 FEET (38.89 M)
 AJ2628'WEST OF THE WEST CURBLINE OF WHITE STATION ROAD, 74.70 FEET (22.77 M)
 AJ2628'WEST OF A BILLBOARD POLE, 41.00 FEET (12.50 M) NORTH OF A CURB AROUND
 AJ2628'A PARKING LOT, 13.00 FEET (3.96 M) SOUTH OF THE CENTER OF RR TRACKS.
 AJ2628'THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND
 AJ2628'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2628
 AJ2628                          STATION RECOVERY (2003)
 AJ2628
 AJ2628'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2193 ***********************************************************************
 GA2193  DESIGNATION -  112
 GA2193  PID         -  GA2193
 GA2193  STATE/COUNTY-  TN/JEFFERSON
 GA2193  USGS QUAD   -  NEW MARKET (1987)
 GA2193
 GA2193                         *CURRENT SURVEY CONTROL
 GA2193  ___________________________________________________________________
 GA2193* NAD 83(1986)-  36 05 32.     (N)    083 35 22.     (W)     SCALED    
 GA2193* NAVD 88     -       314.718  (meters)    1032.54   (feet)  ADJUSTED  
 GA2193  ___________________________________________________________________
 GA2193  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2193  DYNAMIC HT  -         314.429 (meters)    1031.59  (feet)  COMP
 GA2193  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2193
 GA2193  VERT ORDER  -  FIRST     CLASS I
 GA2193
 GA2193.The horizontal coordinates were scaled from a topographic map and have
 GA2193.an estimated accuracy of +/- 6 seconds.
 GA2193
 GA2193.The orthometric height was determined by differential leveling
 GA2193.and adjusted by the National Geodetic Survey in June 1991..
 GA2193
 GA2193.The geoid height was determined by GEOID03.
 GA2193
 GA2193.The dynamic height is computed by dividing the NAVD 88
 GA2193.geopotential number by the normal gravity value computed on the
 GA2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2193.degrees latitude (g = 980.6199 gals.).
 GA2193
 GA2193.The modeled gravity was interpolated from observed gravity values.
 GA2193
 GA2193;                    North         East    Units  Estimated Accuracy
 GA2193;SPC TN       -   197,820.      817,060.      MT  (+/- 180 meters Scaled)
 GA2193
 GA2193                          SUPERSEDED SURVEY CONTROL
 GA2193
 GA2193  NGVD 29 (??/??/92)  314.854  (m)         1032.98   (f) ADJ UNCH    1 1
 GA2193
 GA2193.Superseded values are not recommended for survey control.
 GA2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2193.See file dsdata.txt to determine how the superseded data were derived.
 GA2193
 GA2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV668972(NAD 83)
 GA2193_MARKER: DD = SURVEY DISK
 GA2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2193_STAMPING: 112
 GA2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2193+STABILITY: SURFACE MOTION
 GA2193
 GA2193  HISTORY     - Date     Condition        Report By
 GA2193  HISTORY     - UNK      MONUMENTED       TNGS
 GA2193  HISTORY     - 1967     GOOD             NGS
 GA2193
 GA2193                          STATION DESCRIPTION
 GA2193
 GA2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2193'5.7 MI SW FROM JEFFERSON CITY.
 GA2193'ABOUT 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2193'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, THENCE
 GA2193'0.7 MILE WEST ALONG A BLACK TOPPED ROAD, ABOUT 0.15 MILE
 GA2193'WEST OF A NARROW GRADED ROAD INTERSECTION, ON TOP OF A HILL,
 GA2193'AT AN ABANDONED HOMESITE, 200 FEET SOUTH OF THE CENTER LINE
 GA2193'OF THE ROAD, 110 FEET SOUTHEAST OF A 40 INCH OAK TREE, 1 FOOT
 GA2193'WEST OF A METAL WITNESS POST, 20 FEET ABOVE THE LEVEL OF THE
 GA2193'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GA2193'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY
 GA2193'GOING 5.8 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2193'OFFICE AT STRAWBERRY PLAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2162 ***********************************************************************
 GA2162  DESIGNATION -  1120
 GA2162  PID         -  GA2162
 GA2162  STATE/COUNTY-  TN/HAWKINS
 GA2162  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2162
 GA2162                         *CURRENT SURVEY CONTROL
 GA2162  ___________________________________________________________________
 GA2162* NAD 83(1995)-  36 22 16.55152(N)    083 08 50.03907(W)     ADJUSTED  
 GA2162* NAVD 88     -       353.784  (meters)    1160.71   (feet)  ADJUSTED  
 GA2162  ___________________________________________________________________
 GA2162  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GA2162  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA2162  DYNAMIC HT  -         353.461 (meters)    1159.65  (feet)  COMP
 GA2162  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GA2162
 GA2162  HORZ ORDER  -  SECOND
 GA2162  VERT ORDER  -  SECOND    CLASS 0
 GA2162
 GA2162.The horizontal coordinates were established by classical geodetic methods
 GA2162.and adjusted by the National Geodetic Survey in April 1999..
 GA2162
 GA2162.The orthometric height was determined by differential leveling
 GA2162.and adjusted by the National Geodetic Survey in June 1991..
 GA2162
 GA2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2162
 GA2162.The geoid height was determined by GEOID03.
 GA2162
 GA2162.The dynamic height is computed by dividing the NAVD 88
 GA2162.geopotential number by the normal gravity value computed on the
 GA2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2162.degrees latitude (g = 980.6199 gals.).
 GA2162
 GA2162.The modeled gravity was interpolated from observed gravity values.
 GA2162
 GA2162;                    North         East     Units Scale Factor Converg.
 GA2162;SPC TN       -   229,841.430   855,966.735   MT  0.99999226   +1 40 12.4
 GA2162;SPC TN       -   754,071.42  2,808,284.20   sFT  0.99999226   +1 40 12.4
 GA2162;UTM  17      - 4,027,269.427   307,372.641   MT  1.00005719   -1 16 25.4
 GA2162
 GA2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2162!SPC TN       -   0.99994938  x   0.99999226  =   0.99994164
 GA2162!UTM  17      -   0.99994938  x   1.00005719  =   1.00000656
 GA2162
 GA2162                          SUPERSEDED SURVEY CONTROL
 GA2162
 GA2162  NAD 83(1995)-  36 22 16.55583(N)    083 08 50.04314(W) AD(       ) 2
 GA2162  NAD 83(1995)-  36 22 16.56771(N)    083 08 50.04023(W) AD(       ) 2
 GA2162  NAD 83(1995)-  36 22 16.55818(N)    083 08 50.04065(W) AD(       ) 2
 GA2162  NAD 83(1986)-  36 22 16.56039(N)    083 08 50.04100(W) AD(       ) 2
 GA2162  NAD 27      -  36 22 16.22514(N)    083 08 50.43354(W) AD(       ) 2
 GA2162  NGVD 29 (??/??/92)  353.925  (m)         1161.17   (f) ADJ UNCH    2 0
 GA2162
 GA2162.Superseded values are not recommended for survey control.
 GA2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2162.See file dsdata.txt to determine how the superseded data were derived.
 GA2162
 GA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0737327269(NAD 83)
 GA2162_MARKER: DD = SURVEY DISK
 GA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2162_STAMPING: 1120
 GA2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2162+STABILITY: SURFACE MOTION
 GA2162
 GA2162  HISTORY     - Date     Condition        Report By
 GA2162  HISTORY     - 1964     MONUMENTED       TNGS
 GA2162  HISTORY     - 1964     GOOD             TNGS
 GA2162
 GA2162                          STATION DESCRIPTION
 GA2162
 GA2162'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2162'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2162'NORTHEASTERLY ON U.S.
 GA2162'HIGHWAY 11 W FOR 7.8 MILES TO THE PRICE AZIMUTH MARK ON THE LEFT,
 GA2162'CONTINUE FOR 0.65 MILE
 GA2162'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GA2162'
 GA2162'IT IS A U.S.C. AND
 GA2162'G. SURVEY AND STATE SURVEY
 GA2162'DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT,
 GA2162'PROJECTING 6 INCHES, AND THE DISK
 GA2162'IS STAMPED 1120.
 GA2162
 GA2162                          STATION RECOVERY (1964)
 GA2162
 GA2162'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2162'7.8 MI NNE FROM BEAN STATION.
 GA2162'THE MARK IS LOCATED AT THE PRICE 1964 STATION SITE, 4 FEET EAST
 GA2162'OF A FENCE AND 18 FEET NORTH OF THE STATION.  THE MARK IS A
 GA2162'U.S.C. AND G. SURVEY AND STATE SURVEY DISK SET IN A 6-INCH
 GA2162'SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES, AND THE DISK IS
 GA2162'STAMPED 1120.  NOTE-- FOR DESCR. SEE STATION PRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0777 ***********************************************************************
 GB0777  DESIGNATION -  1121
 GB0777  PID         -  GB0777
 GB0777  STATE/COUNTY-  TN/ANDERSON
 GB0777  USGS QUAD   -  CLINTON (1990)
 GB0777
 GB0777                         *CURRENT SURVEY CONTROL
 GB0777  ___________________________________________________________________
 GB0777* NAD 83(1986)-  36 07 12.     (N)    084 08 01.     (W)     SCALED    
 GB0777* NAVD 88     -       283.980  (meters)     931.69   (feet)  ADJUSTED  
 GB0777  ___________________________________________________________________
 GB0777  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB0777  DYNAMIC HT  -         283.722 (meters)     930.84  (feet)  COMP
 GB0777  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 GB0777
 GB0777  VERT ORDER  -  SECOND    CLASS 0
 GB0777
 GB0777.The horizontal coordinates were scaled from a topographic map and have
 GB0777.an estimated accuracy of +/- 6 seconds.
 GB0777
 GB0777.The orthometric height was determined by differential leveling
 GB0777.and adjusted by the National Geodetic Survey in June 1991..
 GB0777
 GB0777.The geoid height was determined by GEOID03.
 GB0777
 GB0777.The dynamic height is computed by dividing the NAVD 88
 GB0777.geopotential number by the normal gravity value computed on the
 GB0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0777.degrees latitude (g = 980.6199 gals.).
 GB0777
 GB0777.The modeled gravity was interpolated from observed gravity values.
 GB0777
 GB0777;                    North         East    Units  Estimated Accuracy
 GB0777;SPC TN       -   199,830.      768,010.      MT  (+/- 180 meters Scaled)
 GB0777
 GB0777                          SUPERSEDED SURVEY CONTROL
 GB0777
 GB0777  NGVD 29 (??/??/92)  284.114  (m)          932.13   (f) ADJ UNCH    2 0
 GB0777
 GB0777.Superseded values are not recommended for survey control.
 GB0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0777.See file dsdata.txt to determine how the superseded data were derived.
 GB0777
 GB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF579010(NAD 83)
 GB0777_MARKER: DD = SURVEY DISK
 GB0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0777_STAMPING: 1121
 GB0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0777+STABILITY: SURFACE MOTION
 GB0777
 GB0777  HISTORY     - Date     Condition        Report By
 GB0777  HISTORY     - UNK      MONUMENTED       TNDG
 GB0777  HISTORY     - 1965     GOOD             TNHD
 GB0777  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0777
 GB0777                          STATION DESCRIPTION
 GB0777
 GB0777'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0777'1.2 MI S FROM CLINTON.
 GB0777'FROM THE COURT HOUSE AT CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0777'FOR 1.2 MILES TO THE MARK ON THE LEFT.  THE MARK IS 30 FEET
 GB0777'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 3 FEET
 GB0777'EAST OF A FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST WITH
 GB0777'SIGN.  THE MARK IS A W.P.A., TENNESSEE DIVISION OF GEOLOGY DISK
 GB0777'SET IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 GB0777'THE GROUND.
 GB0777
 GB0777                          STATION RECOVERY (1967)
 GB0777
 GB0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0476 ***********************************************************************
 GC0476  DESIGNATION -  112=551.1
 GC0476  PID         -  GC0476
 GC0476  STATE/COUNTY-  TN/DAVIDSON
 GC0476  USGS QUAD   -  BELLEVUE (1983)
 GC0476
 GC0476                         *CURRENT SURVEY CONTROL
 GC0476  ___________________________________________________________________
 GC0476* NAD 83(1986)-  36 04 23.     (N)    086 59 13.     (W)     SCALED    
 GC0476* NAVD 88     -       168.812  (meters)     553.84   (feet)  ADJUSTED  
 GC0476  ___________________________________________________________________
 GC0476  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0476  DYNAMIC HT  -         168.664 (meters)     553.36  (feet)  COMP
 GC0476  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GC0476
 GC0476  VERT ORDER  -  FIRST     CLASS II
 GC0476
 GC0476.The horizontal coordinates were scaled from a topographic map and have
 GC0476.an estimated accuracy of +/- 6 seconds.
 GC0476
 GC0476.The orthometric height was determined by differential leveling
 GC0476.and adjusted by the National Geodetic Survey in June 1991..
 GC0476
 GC0476.The geoid height was determined by GEOID03.
 GC0476
 GC0476.The dynamic height is computed by dividing the NAVD 88
 GC0476.geopotential number by the normal gravity value computed on the
 GC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0476.degrees latitude (g = 980.6199 gals.).
 GC0476
 GC0476.The modeled gravity was interpolated from observed gravity values.
 GC0476
 GC0476;                    North         East    Units  Estimated Accuracy
 GC0476;SPC TN       -   193,470.      511,100.      MT  (+/- 180 meters Scaled)
 GC0476
 GC0476                          SUPERSEDED SURVEY CONTROL
 GC0476
 GC0476  NGVD 29 (??/??/92)  168.833  (m)          553.91   (f) ADJ UNCH    1 2
 GC0476
 GC0476.Superseded values are not recommended for survey control.
 GC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0476.See file dsdata.txt to determine how the superseded data were derived.
 GC0476
 GC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011920(NAD 83)
 GC0476_MARKER: B = BOLT
 GC0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0476_SP_SET: BRIDGE
 GC0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0476
 GC0476  HISTORY     - Date     Condition        Report By
 GC0476  HISTORY     - UNK      MONUMENTED       DOD
 GC0476  HISTORY     - 1959     MARK NOT FOUND   NGS
 GC0476
 GC0476                          STATION DESCRIPTION
 GC0476
 GC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0476'9.1 MI E FROM KINGSTON SPRINGS.
 GC0476'3.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0476'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, IN THE TOP OF
 GC0476'THE EAST WINGWALL AT THE SOUTHEAST END OF BRIDGE NO. 15.3 OVER
 GC0476'HARPETH RIVER, 12 POLES WEST OF MILEPOST 15, 4 FEET NORTHEAST OF
 GC0476'THE NORTHEAST RAIL AND 1/2 FOOT BELOW THE TRACK.  NOTE-- IT APPEARS
 GC0476'THERE WAS SOME CONCRETE POURED ON TOP OF THE WINGWALL WHERE THE
 GC0476'MARK WAS SUPPOSED TO HAVE BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2629 ***********************************************************************
 AJ2629  DESIGNATION -  113
 AJ2629  PID         -  AJ2629
 AJ2629  STATE/COUNTY-  TN/SHELBY
 AJ2629  USGS QUAD   -  GERMANTOWN (1997)
 AJ2629
 AJ2629                         *CURRENT SURVEY CONTROL
 AJ2629  ___________________________________________________________________
 AJ2629* NAD 83(1995)-  35 06 05.53566(N)    089 48 56.77963(W)     ADJUSTED  
 AJ2629* NAVD 88     -        92.29   (meters)     302.8    (feet)  LEVELING  
 AJ2629  ___________________________________________________________________
 AJ2629  X           -      16,797.166 (meters)                     COMP
 AJ2629  Y           -  -5,223,983.535 (meters)                     COMP
 AJ2629  Z           -   3,647,126.013 (meters)                     COMP
 AJ2629  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AJ2629  ELLIP HEIGHT-          64.86  (meters)          (04/26/01) GPS OBS
 AJ2629  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AJ2629
 AJ2629  HORZ ORDER  -  FIRST
 AJ2629  VERT ORDER  -  THIRD ?
 AJ2629  ELLP ORDER  -  FOURTH    CLASS I
 AJ2629
 AJ2629.The horizontal coordinates were established by GPS observations
 AJ2629.and adjusted by the National Geodetic Survey in April 2001..
 AJ2629
 AJ2629.The orthometric height was determined by differential leveling.
 AJ2629.The vertical network tie was performed by a horz. field party for horz.
 AJ2629.obs reductions. Reset procedures were used to establish the elevation.
 AJ2629
 AJ2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2629
 AJ2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2629
 AJ2629.The ellipsoidal height was determined by GPS observations
 AJ2629.and is referenced to NAD 83.
 AJ2629
 AJ2629.The geoid height was determined by GEOID03.
 AJ2629
 AJ2629;                    North         East     Units Scale Factor Converg.
 AJ2629;SPC TN       -    92,014.891   252,173.864   MT  1.00002952   -2 14 02.1
 AJ2629;SPC TN       -   301,885.52    827,340.42   sFT  1.00002952   -2 14 02.1
 AJ2629;UTM  16      - 3,887,931.576   243,338.665   MT  1.00041194   -1 37 12.1
 AJ2629
 AJ2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2629!SPC TN       -   0.99998982  x   1.00002952  =   1.00001934
 AJ2629!UTM  16      -   0.99998982  x   1.00041194  =   1.00040176
 AJ2629
 AJ2629                          SUPERSEDED SURVEY CONTROL
 AJ2629
 AJ2629.No superseded survey control is available for this station.
 AJ2629
 AJ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4333987932(NAD 83)
 AJ2629_MARKER: DD = SURVEY DISK
 AJ2629_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2629+WITH SETTING: INFORMATION.
 AJ2629_STAMPING: 113
 AJ2629_MARK LOGO: MLGW  
 AJ2629_PROJECTION: FLUSH
 AJ2629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2629+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AJ2629_ROD/PIPE-DEPTH:  0.8 meters
 AJ2629
 AJ2629  HISTORY     - Date     Condition        Report By
 AJ2629  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2629  HISTORY     - 20030909 GOOD             TN1620
 AJ2629
 AJ2629                          STATION DESCRIPTION
 AJ2629
 AJ2629'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2629'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN GERMANTOWN
 AJ2629'TENNESSEE.
 AJ2629'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND MILLER
 AJ2629'FARMS ROAD, PROCEED NORTH ON MILLER FARMS ROAD APPROXIMATELY 0.40
 AJ2629'MILES (0.64 KM) TO CLIFFROSE COVE.  THE STATION IS ON THE LEFT ON
 AJ2629'SCHOOL PROPERTY.
 AJ2629'THE STATION IS A STAINLESS STEEP CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2629'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2629'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 345.10 FEET (105.19 M)
 AJ2629'NORTHEAST OF THE SOUTHEAST CORNER OF RIVERDALE ELEMENTARY SCHOOL
 AJ2629'BUILDING, 189.50 FEET (57.76 M) SOUTHWEST OF CENTERLINE INTERSECTION
 AJ2629'OF MILLERS FARM AND CLIFFROSE COVE, 165.00 FEET (50.29 M) WEST OF THE
 AJ2629'CENTERLINE OF MILLERS FARM, 79.40 FEET (24.20 M) SOUTH OF A METAL
 AJ2629'LIGHT POLE, 1.50 FEET (0.46 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AJ2629'ASPHALT PARKING LOT.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2629'GROUND.
 AJ2629
 AJ2629                          STATION RECOVERY (2003)
 AJ2629
 AJ2629'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2143 ***********************************************************************
 GA2143  DESIGNATION -  1138
 GA2143  PID         -  GA2143
 GA2143  STATE/COUNTY-  TN/HAWKINS
 GA2143  USGS QUAD   -  CAMELOT (1976)
 GA2143
 GA2143                         *CURRENT SURVEY CONTROL
 GA2143  ___________________________________________________________________
 GA2143* NAD 83(1995)-  36 23 49.00222(N)    083 01 25.74228(W)     ADJUSTED  
 GA2143* NAVD 88     -       397.703  (meters)    1304.80   (feet)  ADJUSTED  
 GA2143  ___________________________________________________________________
 GA2143  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA2143  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2143  DYNAMIC HT  -         397.340 (meters)    1303.61  (feet)  COMP
 GA2143  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2143
 GA2143  HORZ ORDER  -  THIRD
 GA2143  VERT ORDER  -  SECOND    CLASS 0
 GA2143
 GA2143.The horizontal coordinates were established by classical geodetic methods
 GA2143.and adjusted by the National Geodetic Survey in April 1999..
 GA2143
 GA2143.The orthometric height was determined by differential leveling
 GA2143.and adjusted by the National Geodetic Survey in June 1991..
 GA2143
 GA2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2143
 GA2143.The geoid height was determined by GEOID03.
 GA2143
 GA2143.The dynamic height is computed by dividing the NAVD 88
 GA2143.geopotential number by the normal gravity value computed on the
 GA2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2143.degrees latitude (g = 980.6199 gals.).
 GA2143
 GA2143.The modeled gravity was interpolated from observed gravity values.
 GA2143
 GA2143;                    North         East     Units Scale Factor Converg.
 GA2143;SPC TN       -   233,019.555   866,950.323   MT  0.99999656   +1 44 32.6
 GA2143;SPC TN       -   764,498.32  2,844,319.52   sFT  0.99999656   +1 44 32.6
 GA2143;UTM  17      - 4,029,879.391   318,505.359   MT  1.00000586   -1 12 04.4
 GA2143
 GA2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2143!SPC TN       -   0.99994250  x   0.99999656  =   0.99993906
 GA2143!UTM  17      -   0.99994250  x   1.00000586  =   0.99994836
 GA2143
 GA2143                          SUPERSEDED SURVEY CONTROL
 GA2143
 GA2143  NAD 83(1995)-  36 23 49.00609(N)    083 01 25.74570(W) AD(       ) 3
 GA2143  NAD 83(1995)-  36 23 49.01701(N)    083 01 25.75001(W) AD(       ) 3
 GA2143  NAD 83(1995)-  36 23 49.00922(N)    083 01 25.74825(W) AD(       ) 3
 GA2143  NAD 83(1986)-  36 23 49.01141(N)    083 01 25.74590(W) AD(       ) 3
 GA2143  NAD 27      -  36 23 48.67005(N)    083 01 26.15216(W) AD(       ) 3
 GA2143  NGVD 29 (??/??/92)  397.854  (m)         1305.29   (f) ADJ UNCH    2 0
 GA2143
 GA2143.Superseded values are not recommended for survey control.
 GA2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2143.See file dsdata.txt to determine how the superseded data were derived.
 GA2143
 GA2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1850529879(NAD 83)
 GA2143_MARKER: DD = SURVEY DISK
 GA2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2143_STAMPING: 1138
 GA2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2143+STABILITY: SURFACE MOTION
 GA2143
 GA2143  HISTORY     - Date     Condition        Report By
 GA2143  HISTORY     - 1964     MONUMENTED       TNGS
 GA2143  HISTORY     - 1964     GOOD             TNGS
 GA2143
 GA2143                          STATION DESCRIPTION
 GA2143
 GA2143'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2143'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE GO SOUTHWEST
 GA2143'ON U.S.  HIGHWAY 11W FOR
 GA2143'1.1 MILES TO A SMALL KNOLL ON THE LEFT AND THE
 GA2143'STATION AS DESCRIBED.
 GA2143'
 GA2143'IT IS 100 FEET WEST OF A POWER POLE AND 2 FEET EAST
 GA2143'OF A FENCE IT IS A
 GA2143'U.S.C.  AND G.  AND STATE SURVEY DISK SET IN A 4-INCH
 GA2143'SQUARE, FLUSH, CONCRETE MONUMENT
 GA2143'AND THE DISK IS STAMPED 1138.
 GA2143
 GA2143                          STATION RECOVERY (1964)
 GA2143
 GA2143'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2143'1 MI SW FROM ROGERSVILLE.
 GA2143'THE MARK IS LOCATED AT THE FRED 1964 STATION SITE, 100 FEET WEST
 GA2143'OF A POWER POLE AND 2 FEET EAST OF A FENCE.  THE MARK IS A STANDARD
 GA2143'U.S.C. AND G. AND STATE SURVEY DISK SET IN A 4-INCH SQUARE, FLUSH,
 GA2143'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2630 ***********************************************************************
 AJ2630  DESIGNATION -  114
 AJ2630  PID         -  AJ2630
 AJ2630  STATE/COUNTY-  TN/SHELBY
 AJ2630  USGS QUAD   -  GERMANTOWN (1997)
 AJ2630
 AJ2630                         *CURRENT SURVEY CONTROL
 AJ2630  ___________________________________________________________________
 AJ2630* NAD 83(1995)-  35 05 33.16048(N)    089 47 25.78647(W)     ADJUSTED  
 AJ2630* NAVD 88     -        92.85   (meters)     304.6    (feet)  LEVELING  
 AJ2630  ___________________________________________________________________
 AJ2630  X           -      19,103.810 (meters)                     COMP
 AJ2630  Y           -  -5,224,549.703 (meters)                     COMP
 AJ2630  Z           -   3,646,309.999 (meters)                     COMP
 AJ2630  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AJ2630  ELLIP HEIGHT-          65.39  (meters)          (04/26/01) GPS OBS
 AJ2630  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AJ2630
 AJ2630  HORZ ORDER  -  FIRST
 AJ2630  VERT ORDER  -  THIRD ?
 AJ2630  ELLP ORDER  -  FOURTH    CLASS I
 AJ2630
 AJ2630.The horizontal coordinates were established by GPS observations
 AJ2630.and adjusted by the National Geodetic Survey in April 2001..
 AJ2630
 AJ2630.The orthometric height was determined by differential leveling.
 AJ2630.The vertical network tie was performed by a horz. field party for horz.
 AJ2630.obs reductions. Reset procedures were used to establish the elevation.
 AJ2630
 AJ2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2630
 AJ2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2630
 AJ2630.The ellipsoidal height was determined by GPS observations
 AJ2630.and is referenced to NAD 83.
 AJ2630
 AJ2630.The geoid height was determined by GEOID03.
 AJ2630
 AJ2630;                    North         East     Units Scale Factor Converg.
 AJ2630;SPC TN       -    90,928.359   254,438.093   MT  1.00003152   -2 13 08.8
 AJ2630;SPC TN       -   298,320.79    834,768.98   sFT  1.00003152   -2 13 08.8
 AJ2630;UTM  16      - 3,886,868.969   245,615.258   MT  1.00039760   -1 36 18.4
 AJ2630
 AJ2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2630!SPC TN       -   0.99998974  x   1.00003152  =   1.00002126
 AJ2630!UTM  16      -   0.99998974  x   1.00039760  =   1.00038733
 AJ2630
 AJ2630                          SUPERSEDED SURVEY CONTROL
 AJ2630
 AJ2630.No superseded survey control is available for this station.
 AJ2630
 AJ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4561586869(NAD 83)
 AJ2630_MARKER: DD = SURVEY DISK
 AJ2630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2630+WITH SETTING: INFORMATION.
 AJ2630_STAMPING: 114
 AJ2630_MARK LOGO: MLGW  
 AJ2630_PROJECTION: FLUSH
 AJ2630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2630+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001
 AJ2630_ROD/PIPE-DEPTH:  0.8 meters
 AJ2630
 AJ2630  HISTORY     - Date     Condition        Report By
 AJ2630  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2630  HISTORY     - 20010910 GOOD             INDIV
 AJ2630
 AJ2630                          STATION DESCRIPTION
 AJ2630
 AJ2630'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2630'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN GERMANTOWN
 AJ2630'TENNESSEE.
 AJ2630'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND
 AJ2630'KIMBROUGH ROAD GO NORTH ON KIMBROUGH ROAD APPROXIMATELY 0.60 MILES
 AJ2630'(0.97 KM) TO PINE VALLEY LANE.  THE STATION IS ON THE LEFT IN THE
 AJ2630'MEDIAN ISLAND.
 AJ2630'THE STATION IS A STAINLESS STEEP CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2630'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2630'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 102.00 FEET (31.09 M)
 AJ2630'NORTHEAST OF A FIRE HYDRANT, 48.30 FEET (14.72 M) EAST OF A CONCRETE
 AJ2630'LIGHT POLE, 40.00 FEET (12.19 M) NORTH OF THE CENTERLINE OF PINE
 AJ2630'VALLEY LANE, 10.20 FEET (3.11 M) EAST OF A STOP SIGN, 8.00 FEET (2.44
 AJ2630'M) NORTH OF THE CURBLINE ON THE SOUTH END OF GRASS MEDIAN ISLAND.  THE
 AJ2630'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2630
 AJ2630                          STATION RECOVERY (2001)
 AJ2630
 AJ2630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 AJ2630'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1770 ***********************************************************************
 GA1770  DESIGNATION -  1142 MC
 GA1770  PID         -  GA1770
 GA1770  STATE/COUNTY-  TN/JEFFERSON
 GA1770  USGS QUAD   -  WHITE PINE (1961)
 GA1770
 GA1770                         *CURRENT SURVEY CONTROL
 GA1770  ___________________________________________________________________
 GA1770* NAD 83(1986)-  36 06 26.     (N)    083 17 07.     (W)     SCALED    
 GA1770* NAVD 88     -       347.642  (meters)    1140.56   (feet)  ADJUSTED  
 GA1770  ___________________________________________________________________
 GA1770  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1770  DYNAMIC HT  -         347.317 (meters)    1139.49  (feet)  COMP
 GA1770  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA1770
 GA1770  VERT ORDER  -  FIRST     CLASS I
 GA1770
 GA1770.The horizontal coordinates were scaled from a topographic map and have
 GA1770.an estimated accuracy of +/- 6 seconds.
 GA1770
 GA1770.The orthometric height was determined by differential leveling
 GA1770.and adjusted by the National Geodetic Survey in June 1991..
 GA1770.WARNING-Repeat measurements at this control monument indicate possible
 GA1770.vertical movement.
 GA1770
 GA1770.The geoid height was determined by GEOID03.
 GA1770
 GA1770.The dynamic height is computed by dividing the NAVD 88
 GA1770.geopotential number by the normal gravity value computed on the
 GA1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1770.degrees latitude (g = 980.6199 gals.).
 GA1770
 GA1770.The modeled gravity was interpolated from observed gravity values.
 GA1770
 GA1770;                    North         East    Units  Estimated Accuracy
 GA1770;SPC TN       -   200,200.      844,400.      MT  (+/- 180 meters Scaled)
 GA1770
 GA1770                          SUPERSEDED SURVEY CONTROL
 GA1770
 GA1770  NGVD 29 (??/??/92)  347.790  (m)         1141.04   (f) ADJ UNCH    1 1
 GA1770
 GA1770.Superseded values are not recommended for survey control.
 GA1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1770.See file dsdata.txt to determine how the superseded data were derived.
 GA1770
 GA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV942982(NAD 83)
 GA1770_MARKER: DD = SURVEY DISK
 GA1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1770_SP_SET: BUILDING
 GA1770_STAMPING: 1141.468 FT MC
 GA1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1770
 GA1770  HISTORY     - Date     Condition        Report By
 GA1770  HISTORY     - UNK      MONUMENTED       USGS
 GA1770  HISTORY     - 1967     GOOD             NGS
 GA1770
 GA1770                          STATION DESCRIPTION
 GA1770
 GA1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1770'0.1 MI SE FROM WHITE PINE.
 GA1770'ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1770'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 67 1/2 FEET NORTHEAST
 GA1770'OF THE NORTHEAST RAIL OF THE MAIN TRACK, A U.S. GEOLOGICAL SURVEY
 GA1770'DISK SET VERTICALLY IN THE SOUTHWEST FACE OF A TWO-STORY BRICK
 GA1770'BUILDING WHICH IS NOW VACANT, 5 INCHES SOUTHEAST OF THE WEST
 GA1770'CORNER OF THE BUILDING, 103 FEET SOUTHWEST OF THE SOUTHWEST WALL
 GA1770'OF THE BUILDING WHICH HOUSES THE NEW CALFEE MARKET, 18 FEET EAST
 GA1770'OF A 23-INCH MAPLE TREE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GA1770'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2631 ***********************************************************************
 AJ2631  DESIGNATION -  115
 AJ2631  PID         -  AJ2631
 AJ2631  STATE/COUNTY-  TN/SHELBY
 AJ2631  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2631
 AJ2631                         *CURRENT SURVEY CONTROL
 AJ2631  ___________________________________________________________________
 AJ2631* NAD 83(1995)-  35 07 27.35856(N)    089 40 42.30093(W)     ADJUSTED  
 AJ2631* NAVD 88     -       116.93   (meters)     383.6    (feet)  LEVELING  
 AJ2631  ___________________________________________________________________
 AJ2631  X           -      29,312.536 (meters)                     COMP
 AJ2631  Y           -  -5,222,497.964 (meters)                     COMP
 AJ2631  Z           -   3,649,202.854 (meters)                     COMP
 AJ2631  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AJ2631  ELLIP HEIGHT-          89.41  (meters)          (04/26/01) GPS OBS
 AJ2631  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AJ2631
 AJ2631  HORZ ORDER  -  FIRST
 AJ2631  VERT ORDER  -  THIRD ?
 AJ2631  ELLP ORDER  -  FOURTH    CLASS I
 AJ2631
 AJ2631.The horizontal coordinates were established by GPS observations
 AJ2631.and adjusted by the National Geodetic Survey in April 2001..
 AJ2631
 AJ2631.The orthometric height was determined by differential leveling.
 AJ2631.The vertical network tie was performed by a horz. field party for horz.
 AJ2631.obs reductions. Reset procedures were used to establish the elevation.
 AJ2631
 AJ2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2631
 AJ2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2631
 AJ2631.The ellipsoidal height was determined by GPS observations
 AJ2631.and is referenced to NAD 83.
 AJ2631
 AJ2631.The geoid height was determined by GEOID03.
 AJ2631
 AJ2631;                    North         East     Units Scale Factor Converg.
 AJ2631;SPC TN       -    94,055.364   264,783.204   MT  1.00002457   -2 09 12.6
 AJ2631;SPC TN       -   308,579.97    868,709.56   sFT  1.00002457   -2 09 12.6
 AJ2631;UTM  16      - 3,890,107.539   255,929.813   MT  1.00033422   -1 32 30.5
 AJ2631
 AJ2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2631!SPC TN       -   0.99998597  x   1.00002457  =   1.00001054
 AJ2631!UTM  16      -   0.99998597  x   1.00033422  =   1.00032018
 AJ2631
 AJ2631                          SUPERSEDED SURVEY CONTROL
 AJ2631
 AJ2631.No superseded survey control is available for this station.
 AJ2631
 AJ2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5593090108(NAD 83)
 AJ2631_MARKER: DD = SURVEY DISK
 AJ2631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2631+WITH SETTING: INFORMATION.
 AJ2631_STAMPING: 115
 AJ2631_MARK LOGO: MLGW  
 AJ2631_PROJECTION: FLUSH
 AJ2631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2631+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2631_ROD/PIPE-DEPTH:  0.8 meters
 AJ2631
 AJ2631  HISTORY     - Date     Condition        Report By
 AJ2631  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2631
 AJ2631                          STATION DESCRIPTION
 AJ2631
 AJ2631'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2631'THE STATION IS LOCATED IN EAST SHELBY COUNTY APPROXIMATELY 1.75 MILES
 AJ2631'(2.82 KM) NORTH OF COLLIERVILLE TENNESSEE.
 AJ2631'TO REACH THE STATION FROM THE INTERSECTION OF RALEIGH-LAGRANGE ROAD
 AJ2631'AND REED-HOOKER ROAD, GO NORTH ON REED-HOOKER ROAD FOR APPROXIMATELY
 AJ2631'0.90 MILE (1.45 KM) TO THE STATION ON THE LEFT.
 AJ2631'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2631'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2631'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 509.00 FEET (155.14 M)
 AJ2631'SOUTH OF THE CENTERLINE OF MONTEREY ROAD, 142.40 FEET (43.40 M) SOUTH
 AJ2631'OF A WOOD POWER POLE NO.  90675, 108.00 FEET (32.92 M) NORTH OF A WOOD
 AJ2631'POWER POLE NO.  43108, 31.00 FEET (9.45 M) NORTH OF THE CENTER OF A
 AJ2631'DIRT DRIVE, 17.40 FEET (5.30 M) WEST OF THE CENTERLINE OF REED-HOOKER
 AJ2631'ROAD.  THE STATION IS GUARDED BY TWO YELLOW CARSONITE MARKERS.  THE
 AJ2631'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1850 ***********************************************************************
 GA1850  DESIGNATION -  1155
 GA1850  PID         -  GA1850
 GA1850  STATE/COUNTY-  TN/HAWKINS
 GA1850  USGS QUAD   -  BULLS GAP (1976)
 GA1850
 GA1850                         *CURRENT SURVEY CONTROL
 GA1850  ___________________________________________________________________
 GA1850* NAD 83(1986)-  36 15 08.     (N)    083 05 10.     (W)     SCALED    
 GA1850* NAVD 88     -       351.450  (meters)    1153.05   (feet)  ADJUSTED  
 GA1850  ___________________________________________________________________
 GA1850  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1850  DYNAMIC HT  -         351.128 (meters)    1151.99  (feet)  COMP
 GA1850  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1850
 GA1850  VERT ORDER  -  FIRST     CLASS I
 GA1850
 GA1850.The horizontal coordinates were scaled from a topographic map and have
 GA1850.an estimated accuracy of +/- 6 seconds.
 GA1850
 GA1850.The orthometric height was determined by differential leveling
 GA1850.and adjusted by the National Geodetic Survey in June 1991..
 GA1850
 GA1850.The geoid height was determined by GEOID03.
 GA1850
 GA1850.The dynamic height is computed by dividing the NAVD 88
 GA1850.geopotential number by the normal gravity value computed on the
 GA1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1850.degrees latitude (g = 980.6199 gals.).
 GA1850
 GA1850.The modeled gravity was interpolated from observed gravity values.
 GA1850
 GA1850;                    North         East    Units  Estimated Accuracy
 GA1850;SPC TN       -   216,800.      861,840.      MT  (+/- 180 meters Scaled)
 GA1850
 GA1850                          SUPERSEDED SURVEY CONTROL
 GA1850
 GA1850  NGVD 29 (??/??/92)  351.604  (m)         1153.55   (f) ADJ UNCH    1 1
 GA1850
 GA1850.Superseded values are not recommended for survey control.
 GA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1850.See file dsdata.txt to determine how the superseded data were derived.
 GA1850
 GA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA125139(NAD 83)
 GA1850_MARKER: DD = SURVEY DISK
 GA1850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1850_SP_SET: BUILDING
 GA1850_STAMPING: 1155
 GA1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1850
 GA1850  HISTORY     - Date     Condition        Report By
 GA1850  HISTORY     - UNK      MONUMENTED       USGS
 GA1850  HISTORY     - 1967     GOOD             NGS
 GA1850
 GA1850                          STATION DESCRIPTION
 GA1850
 GA1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1850'AT BULLS GAP.
 GA1850'AT BULLS GAP, 100 YARDS SOUTHEAST OF THE SOUTHERN RAILWAY
 GA1850'COMPANY RAILROAD STATION, A U.S. GEOLOGICAL SURVEY DISK SET
 GA1850'VERTICALLY IN THE WEST BRICK FACE OF GILLEYS HOTEL, 2.5 FEET
 GA1850'SOUTH OF THE SOUTH EDGE OF THE ENTRANCE TO THE HOTEL BUILDING,
 GA1850'3.2 FEET ABOVE THE LEVEL OF A CONCRETE FLOOR FOR A PORCH, AND
 GA1850'ABOUT 117 YARDS SOUTH OF BENCH MARK Z 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2278 ***********************************************************************
 GC2278  DESIGNATION -  116
 GC2278  PID         -  GC2278
 GC2278  STATE/COUNTY-  TN/DAVIDSON
 GC2278  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2278
 GC2278                         *CURRENT SURVEY CONTROL
 GC2278  ___________________________________________________________________
 GC2278* NAD 83(1995)-  36 09 06.60313(N)    086 47 29.48113(W)     ADJUSTED  
 GC2278* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 GC2278  ___________________________________________________________________
 GC2278  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2278  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC2278
 GC2278  HORZ ORDER  -  SECOND
 GC2278
 GC2278.The horizontal coordinates were established by classical geodetic methods
 GC2278.and adjusted by the National Geodetic Survey in April 1999..
 GC2278
 GC2278.The orthometric height was scaled from a topographic map.
 GC2278
 GC2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2278
 GC2278.The geoid height was determined by GEOID03.
 GC2278
 GC2278;                    North         East     Units Scale Factor Converg.
 GC2278;SPC TN       -   202,050.342   528,773.822   MT  0.99996373   -0 27 48.2
 GC2278;SPC TN       -   662,893.50  1,734,818.78   sFT  0.99996373   -0 27 48.2
 GC2278;UTM  16      - 4,000,809.427   518,753.507   MT  0.99960433   +0 07 22.8
 GC2278
 GC2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2278!SPC TN       -   0.99997855  x   0.99996373  =   0.99994228
 GC2278!UTM  16      -   0.99997855  x   0.99960433  =   0.99958288
 GC2278
 GC2278                          SUPERSEDED SURVEY CONTROL
 GC2278
 GC2278  NAD 83(1995)-  36 09 06.60520(N)    086 47 29.48308(W) AD(       ) 2
 GC2278  NAD 83(1995)-  36 09 06.60717(N)    086 47 29.48320(W) AD(       ) 2
 GC2278  NAD 83(1986)-  36 09 06.61327(N)    086 47 29.48428(W) AD(       ) 2
 GC2278  NAD 27      -  36 09 06.40660(N)    086 47 29.48690(W) AD(       ) 2
 GC2278
 GC2278.Superseded values are not recommended for survey control.
 GC2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2278.See file dsdata.txt to determine how the superseded data were derived.
 GC2278
 GC2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1875400809(NAD 83)
 GC2278_MARKER: DD = SURVEY DISK
 GC2278_SETTING: 0 = UNSPECIFIED SETTING
 GC2278_MARK LOGO: TNGS  
 GC2278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2278
 GC2278  HISTORY     - Date     Condition        Report By
 GC2278  HISTORY     - 1959     MONUMENTED       TNGS
 GC2278
 GC2278                          STATION DESCRIPTION
 GC2278
 GC2278'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2278'SEE STATION ROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2632 ***********************************************************************
 AJ2632  DESIGNATION -  116
 AJ2632  PID         -  AJ2632
 AJ2632  STATE/COUNTY-  TN/SHELBY
 AJ2632  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2632
 AJ2632                         *CURRENT SURVEY CONTROL
 AJ2632  ___________________________________________________________________
 AJ2632* NAD 83(1995)-  35 06 25.36458(N)    089 38 35.01742(W)     ADJUSTED  
 AJ2632* NAVD 88     -       100.2    (meters)     329.     (feet)  GPS OBS   
 AJ2632  ___________________________________________________________________
 AJ2632  X           -      32,542.031 (meters)                     COMP
 AJ2632  Y           -  -5,223,564.144 (meters)                     COMP
 AJ2632  Z           -   3,647,630.428 (meters)                     COMP
 AJ2632  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AJ2632  ELLIP HEIGHT-          72.66  (meters)          (04/26/01) GPS OBS
 AJ2632  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AJ2632
 AJ2632  HORZ ORDER  -  FIRST
 AJ2632  ELLP ORDER  -  FOURTH    CLASS I
 AJ2632
 AJ2632.The horizontal coordinates were established by GPS observations
 AJ2632.and adjusted by the National Geodetic Survey in April 2001..
 AJ2632
 AJ2632.The orthometric height was determined by GPS observations and a
 AJ2632.high-resolution geoid model.
 AJ2632
 AJ2632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2632
 AJ2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2632
 AJ2632.The ellipsoidal height was determined by GPS observations
 AJ2632.and is referenced to NAD 83.
 AJ2632
 AJ2632.The geoid height was determined by GEOID03.
 AJ2632
 AJ2632;                    North         East     Units Scale Factor Converg.
 AJ2632;SPC TN       -    92,025.622   267,932.672   MT  1.00002830   -2 07 58.1
 AJ2632;SPC TN       -   301,920.73    879,042.44   sFT  1.00002830   -2 07 58.1
 AJ2632;UTM  16      - 3,888,110.949   259,101.723   MT  1.00031526   -1 31 14.8
 AJ2632
 AJ2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2632!SPC TN       -   0.99998860  x   1.00002830  =   1.00001689
 AJ2632!UTM  16      -   0.99998860  x   1.00031526  =   1.00030385
 AJ2632
 AJ2632                          SUPERSEDED SURVEY CONTROL
 AJ2632
 AJ2632.No superseded survey control is available for this station.
 AJ2632
 AJ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5910288111(NAD 83)
 AJ2632_MARKER: DD = SURVEY DISK
 AJ2632_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2632+WITH SETTING: INFORMATION.
 AJ2632_STAMPING: 116
 AJ2632_MARK LOGO: MLGW  
 AJ2632_PROJECTION: FLUSH
 AJ2632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2632+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2632_ROD/PIPE-DEPTH:  0.8 meters
 AJ2632
 AJ2632  HISTORY     - Date     Condition        Report By
 AJ2632  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2632
 AJ2632                          STATION DESCRIPTION
 AJ2632
 AJ2632'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2632'THE STATION IS LOCATED IN EAST SHELBY COUNTY APPROXIMATELY 0.90 MILES
 AJ2632'(1.45 KM) NORTH OF COLLIERVILLE TENNESSEE AT THE SHELBY-FAYETTE COUNTY
 AJ2632'LINE.
 AJ2632'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2632'ROAD AND RALEIGH-LAGRANGE ROAD, GO EAST ON RALEIGH-LAGRANGE ROAD FOR
 AJ2632'APPROXIMATELY 0.85 MILE (1.37 KM) TO COLD CREEK COVE.  THE STATION IS
 AJ2632'ON THE LEFT.
 AJ2632'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2632'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2632'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 900.00 FEET (274.32 M)
 AJ2632'WEST OF THE SHELBY-FAYETTE CO LINE, 134.00 FEET (40.84 M) NORTHWEST OF
 AJ2632'A WOOD POWER POLE NO.  310088, 117.00 FEET (35.66 M) NORTHWEST OF A
 AJ2632'FIRE HYDRANT, 36.30 FEET (11.06 M) WEST OF THE CENTERLINE OF COLD
 AJ2632'CREEK DR., 23.60 FEET (7.19 M) NORTH OF THE CENTERLINE OF
 AJ2632'RALEIGH-LAGRANGE ROAD, 8.30 FEET (2.53 M) NORTH OF THE NORTH EDGE OF
 AJ2632'PAVEMENT OF RALEIGH-LAGRANGE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2632'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1716 ***********************************************************************
 GB1716  DESIGNATION -  116 RHP
 GB1716  PID         -  GB1716
 GB1716  STATE/COUNTY-  TN/PUTNAM
 GB1716  USGS QUAD   -  MONTEREY (1981)
 GB1716
 GB1716                         *CURRENT SURVEY CONTROL
 GB1716  ___________________________________________________________________
 GB1716* NAD 83(1986)-  36 08 19.     (N)    085 17 42.     (W)     SCALED    
 GB1716* NAVD 88     -       552.646  (meters)    1813.14   (feet)  ADJUSTED  
 GB1716  ___________________________________________________________________
 GB1716  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1716  DYNAMIC HT  -         552.136 (meters)    1811.47  (feet)  COMP
 GB1716  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 GB1716
 GB1716  VERT ORDER  -  SECOND    CLASS 0
 GB1716
 GB1716.The horizontal coordinates were scaled from a topographic map and have
 GB1716.an estimated accuracy of +/- 6 seconds.
 GB1716
 GB1716.The orthometric height was determined by differential leveling
 GB1716.and adjusted by the National Geodetic Survey in June 1991..
 GB1716
 GB1716.The geoid height was determined by GEOID03.
 GB1716
 GB1716.The dynamic height is computed by dividing the NAVD 88
 GB1716.geopotential number by the normal gravity value computed on the
 GB1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1716.degrees latitude (g = 980.6199 gals.).
 GB1716
 GB1716.The modeled gravity was interpolated from observed gravity values.
 GB1716
 GB1716;                    North         East    Units  Estimated Accuracy
 GB1716;SPC TN       -   200,520.      663,450.      MT  (+/- 180 meters Scaled)
 GB1716
 GB1716                          SUPERSEDED SURVEY CONTROL
 GB1716
 GB1716  NGVD 29 (??/??/92)  552.667  (m)         1813.21   (f) ADJ UNCH    2 0
 GB1716
 GB1716.Superseded values are not recommended for survey control.
 GB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1716.See file dsdata.txt to determine how the superseded data were derived.
 GB1716
 GB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF534006(NAD 83)
 GB1716_MARKER: DD = SURVEY DISK
 GB1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1716_STAMPING: 116 RHP 1950
 GB1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1716+STABILITY: SURFACE MOTION
 GB1716
 GB1716  HISTORY     - Date     Condition        Report By
 GB1716  HISTORY     - 1950     MONUMENTED       USGS
 GB1716  HISTORY     - 1960     GOOD             NGS
 GB1716
 GB1716                          STATION DESCRIPTION
 GB1716
 GB1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1716'1.7 MI W FROM MONTEREY.
 GB1716'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1716'STATE HIGHWAY 84, THEN 1.45 MILES WEST ON U.S. HIGHWAY 70N AND
 GB1716'STATE HIGHWAY 84.  THE BENCH MARK IS 82 FT. WEST OF THE CENTER OF
 GB1716'THE Y JUNCTION OF U.S. HIGHWAY 70N AND STATE HIGHWAY 84, 79 FT.
 GB1716'WEST OF THE CENTER OF A GATE, 32 FT. SOUTH OF THE CENTER OF U.S.
 GB1716'HIGHWAY 70N, 2.4 FT. SOUTH OF A LIGHT POLE, AND 1.2 FT. NORTHEAST
 GB1716'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1716'PROJECTING 2 INCHES AND IS ABOUT 1 FT. ABOVE THE LEVEL OF U.S.
 GB1716'HIGHWAY 70N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2633 ***********************************************************************
 AJ2633  DESIGNATION -  117
 AJ2633  PID         -  AJ2633
 AJ2633  STATE/COUNTY-  TN/SHELBY
 AJ2633  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2633
 AJ2633                         *CURRENT SURVEY CONTROL
 AJ2633  ___________________________________________________________________
 AJ2633* NAD 83(1995)-  35 04 27.25712(N)    089 40 21.43862(W)     ADJUSTED  
 AJ2633* NAVD 88     -        98.7    (meters)     324.     (feet)  GPS OBS   
 AJ2633  ___________________________________________________________________
 AJ2633  X           -      29,858.906 (meters)                     COMP
 AJ2633  Y           -  -5,225,671.366 (meters)                     COMP
 AJ2633  Z           -   3,644,651.312 (meters)                     COMP
 AJ2633  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2633  ELLIP HEIGHT-          71.13  (meters)          (04/26/01) GPS OBS
 AJ2633  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AJ2633
 AJ2633  HORZ ORDER  -  FIRST
 AJ2633  ELLP ORDER  -  FOURTH    CLASS I
 AJ2633
 AJ2633.The horizontal coordinates were established by GPS observations
 AJ2633.and adjusted by the National Geodetic Survey in April 2001..
 AJ2633
 AJ2633.The orthometric height was determined by GPS observations and a
 AJ2633.high-resolution geoid model.
 AJ2633
 AJ2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2633
 AJ2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2633
 AJ2633.The ellipsoidal height was determined by GPS observations
 AJ2633.and is referenced to NAD 83.
 AJ2633
 AJ2633.The geoid height was determined by GEOID03.
 AJ2633
 AJ2633;                    North         East     Units Scale Factor Converg.
 AJ2633;SPC TN       -    88,489.025   265,102.829   MT  1.00003567   -2 09 00.4
 AJ2633;SPC TN       -   290,317.74    869,758.20   sFT  1.00003567   -2 09 00.4
 AJ2633;UTM  16      - 3,884,543.250   256,309.050   MT  1.00033195   -1 32 11.6
 AJ2633
 AJ2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2633!SPC TN       -   0.99998884  x   1.00003567  =   1.00002450
 AJ2633!UTM  16      -   0.99998884  x   1.00033195  =   1.00032078
 AJ2633
 AJ2633                          SUPERSEDED SURVEY CONTROL
 AJ2633
 AJ2633.No superseded survey control is available for this station.
 AJ2633
 AJ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5630984543(NAD 83)
 AJ2633_MARKER: DD = SURVEY DISK
 AJ2633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2633+WITH SETTING: INFORMATION.
 AJ2633_STAMPING: 117
 AJ2633_MARK LOGO: MLGW  
 AJ2633_PROJECTION: FLUSH
 AJ2633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2633+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 AJ2633_ROD/PIPE-DEPTH:  0.8 meters
 AJ2633
 AJ2633  HISTORY     - Date     Condition        Report By
 AJ2633  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2633  HISTORY     - 20030428 GOOD             TN1620
 AJ2633  HISTORY     - 20030507 GOOD             TN1620
 AJ2633  HISTORY     - 20060430 GOOD             GEOCAC
 AJ2633
 AJ2633                          STATION DESCRIPTION
 AJ2633
 AJ2633'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2633'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2633'TENNESSEE.
 AJ2633'TO REACH THE STATION FROM THE INTERSECTION OF BYHALIA ROAD AND SHELTON
 AJ2633'ROAD GO EAST ON SHELTON ROAD APPROXIMATELY 0.70 MILES (1.13 KM) TO
 AJ2633'SIMMONS RIDGE DRIVE.  THE STATION IS ON THE RIGHT.
 AJ2633'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2633'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2633'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER
 AJ2633'OF SHELTON ROAD AND SIMMONS RIDGE DRIVE AT THE END OF CURB RADIUS ON
 AJ2633'SHELTON ROAD SIDE, 74.50 FEET (22.71 M) EAST OF A WOOD POWER POLE NO.
 AJ2633'184880, 50.00 FEET (15.24 M) WEST OF THE CENTERLINE OF SIMMONS RIDGE
 AJ2633'DRIVE, 44.00 FEET (13.41 M) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 AJ2633'AT ADDRESS 1263, 2.50 FEET (0.76 M) SOUTH OF THE SOUTH CURBLINE OF
 AJ2633'SHELTON ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2633
 AJ2633                          STATION RECOVERY (2003)
 AJ2633
 AJ2633'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2633'RECOVERED IN GOOD CONDITION.
 AJ2633
 AJ2633                          STATION RECOVERY (2003)
 AJ2633
 AJ2633'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2633'RECOVERED IN GOOD CONDITION.
 AJ2633
 AJ2633                          STATION RECOVERY (2006)
 AJ2633
 AJ2633'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2633'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2219 ***********************************************************************
 GA2219  DESIGNATION -  117.7 A
 GA2219  PID         -  GA2219
 GA2219  STATE/COUNTY-  TN/KNOX
 GA2219  USGS QUAD   -  MASCOT (1987)
 GA2219
 GA2219                         *CURRENT SURVEY CONTROL
 GA2219  ___________________________________________________________________
 GA2219* NAD 83(1986)-  36 03 43.     (N)    083 44 42.     (W)     SCALED    
 GA2219* NAVD 88     -       266.784  (meters)     875.27   (feet)  POSTED    
 GA2219  ___________________________________________________________________
 GA2219  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2219  DYNAMIC HT  -         266.540 (meters)     874.47  (feet)  COMP
 GA2219  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2219
 GA2219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2219
 GA2219.The horizontal coordinates were scaled from a topographic map and have
 GA2219.an estimated accuracy of +/- 6 seconds.
 GA2219
 GA2219.The orthometric height was determined by differential leveling
 GA2219.and adjusted by the National Geodetic Survey in 1992..
 GA2219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2219.rate of 0.0 thru 1.0 mm/km.
 GA2219
 GA2219.The geoid height was determined by GEOID03.
 GA2219
 GA2219.The dynamic height is computed by dividing the NAVD 88
 GA2219.geopotential number by the normal gravity value computed on the
 GA2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2219.degrees latitude (g = 980.6199 gals.).
 GA2219
 GA2219.The modeled gravity was interpolated from observed gravity values.
 GA2219
 GA2219;                    North         East    Units  Estimated Accuracy
 GA2219;SPC TN       -   194,130.      803,130.      MT  (+/- 180 meters Scaled)
 GA2219
 GA2219                          SUPERSEDED SURVEY CONTROL
 GA2219
 GA2219  NGVD 29 (??/??/92)  266.914  (m)          875.70   (f) ADJ UNCH    1 2
 GA2219
 GA2219.Superseded values are not recommended for survey control.
 GA2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2219.See file dsdata.txt to determine how the superseded data were derived.
 GA2219
 GA2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV527943(NAD 83)
 GA2219_MARKER: B = BOLT
 GA2219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2219_SP_SET: BRIDGE
 GA2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2219
 GA2219  HISTORY     - Date     Condition        Report By
 GA2219  HISTORY     - UNK      MONUMENTED       SOURR
 GA2219  HISTORY     - 1949     GOOD             NGS
 GA2219  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2219
 GA2219                          STATION DESCRIPTION
 GA2219
 GA2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2219'0.7 MI SW FROM MASCOT.
 GA2219'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2219'MASCOT, KNOX COUNTY, AT THE AMERICAN ZINC CO. WORKS, 6-1/2 RAILS
 GA2219'WEST OF A HIGHWAY UNDERPASS, AT THE DOUBLE-ARCH CONCRETE RAILROAD
 GA2219'BRIDGE OVER FLAT CREEK, IN THE SOUTH COPING ABOVE THE WEST
 GA2219'SPRINGING LINE OF THE WEST ARCH, 2 INCHES FROM THE WEST END OF THE
 GA2219'COPING, ABOUT 4 INCHES FROM THE SOUTH SIDE, AT MILEAGE POST
 GA2219'117.7 A, AND 7 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND
 GA2219'TRACK.  A BOLT.
 GA2219
 GA2219                          STATION RECOVERY (1967)
 GA2219
 GA2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2634 ***********************************************************************
 AJ2634  DESIGNATION -  119
 AJ2634  PID         -  AJ2634
 AJ2634  STATE/COUNTY-  TN/SHELBY
 AJ2634  USGS QUAD   -  GERMANTOWN (1997)
 AJ2634
 AJ2634                         *CURRENT SURVEY CONTROL
 AJ2634  ___________________________________________________________________
 AJ2634* NAD 83(1995)-  35 04 54.44654(N)    089 45 00.84471(W)     ADJUSTED  
 AJ2634* NAVD 88     -       103.60   (meters)     339.9    (feet)  LEVELING  
 AJ2634  ___________________________________________________________________
 AJ2634  X           -      22,778.111 (meters)                     COMP
 AJ2634  Y           -  -5,225,229.557 (meters)                     COMP
 AJ2634  Z           -   3,645,339.896 (meters)                     COMP
 AJ2634  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2634  ELLIP HEIGHT-          76.11  (meters)          (04/26/01) GPS OBS
 AJ2634  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ2634
 AJ2634  HORZ ORDER  -  FIRST
 AJ2634  VERT ORDER  -  THIRD ?
 AJ2634  ELLP ORDER  -  FOURTH    CLASS I
 AJ2634
 AJ2634.The horizontal coordinates were established by GPS observations
 AJ2634.and adjusted by the National Geodetic Survey in April 2001..
 AJ2634
 AJ2634.The orthometric height was determined by differential leveling.
 AJ2634.The vertical network tie was performed by a horz. field party for horz.
 AJ2634.obs reductions. Reset procedures were used to establish the elevation.
 AJ2634
 AJ2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2634
 AJ2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2634
 AJ2634.The ellipsoidal height was determined by GPS observations
 AJ2634.and is referenced to NAD 83.
 AJ2634
 AJ2634.The geoid height was determined by GEOID03.
 AJ2634
 AJ2634;                    North         East     Units Scale Factor Converg.
 AJ2634;SPC TN       -    89,594.732   258,061.042   MT  1.00003394   -2 11 43.9
 AJ2634;SPC TN       -   293,945.38    846,655.27   sFT  1.00003394   -2 11 43.9
 AJ2634;UTM  16      - 3,885,573.787   249,253.576   MT  1.00037495   -1 34 53.4
 AJ2634
 AJ2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2634!SPC TN       -   0.99998805  x   1.00003394  =   1.00002199
 AJ2634!UTM  16      -   0.99998805  x   1.00037495  =   1.00036300
 AJ2634
 AJ2634                          SUPERSEDED SURVEY CONTROL
 AJ2634
 AJ2634.No superseded survey control is available for this station.
 AJ2634
 AJ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4925485574(NAD 83)
 AJ2634_MARKER: DD = SURVEY DISK
 AJ2634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2634+WITH SETTING: INFORMATION.
 AJ2634_STAMPING: 119
 AJ2634_MARK LOGO: MLGW  
 AJ2634_PROJECTION: FLUSH
 AJ2634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2634+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2634_ROD/PIPE-DEPTH:  0.8 meters
 AJ2634
 AJ2634  HISTORY     - Date     Condition        Report By
 AJ2634  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2634  HISTORY     - 20030428 GOOD             TN1620
 AJ2634  HISTORY     - 20030507 GOOD             TN1620
 AJ2634
 AJ2634                          STATION DESCRIPTION
 AJ2634
 AJ2634'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2634'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN GERMANTOWN
 AJ2634'TENNESSEE.
 AJ2634'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND
 AJ2634'JOHNSON ROAD PROCEED NORTH ON JOHNSON ROAD APPROXIMATELY 1.20 MILES
 AJ2634'(1.93 KM) TO SOUTH SPRING HOLLOW LANE.  THE STATION IS ON THE RIGHT.
 AJ2634'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2634'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2634'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 258.00 FEET (78.64 M)
 AJ2634'SOUTH OF THE CENTERLINE OF SOUTH SPRING HOLLOW LANE, 132.00 FEET
 AJ2634'(40.23 M) NORTHEAST OF A WOOD POWER POLE NO.  29123, 49.00 FEET (14.94
 AJ2634'M) SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY APRON TO ADDRESS
 AJ2634'2420, 38.50 FEET (11.73 M) NORTH OF A FIRE HYDRANT, 2.50 FEET (0.76 M)
 AJ2634'EAST OF THE EAST CURBLINE OF JOHNSON ROAD.  THE STATION IS GUARDED BY
 AJ2634'A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2634'THE GROUND.
 AJ2634
 AJ2634                          STATION RECOVERY (2003)
 AJ2634
 AJ2634'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2634'RECOVERED IN GOOD CONDITION.
 AJ2634
 AJ2634                          STATION RECOVERY (2003)
 AJ2634
 AJ2634'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2561 ***********************************************************************
 AJ2561  DESIGNATION -  12
 AJ2561  PID         -  AJ2561
 AJ2561  STATE/COUNTY-  TN/SHELBY
 AJ2561  USGS QUAD   -  MILLINGTON (1997)
 AJ2561
 AJ2561                         *CURRENT SURVEY CONTROL
 AJ2561  ___________________________________________________________________
 AJ2561* NAD 83(1995)-  35 22 07.69055(N)    089 55 26.25354(W)     ADJUSTED  
 AJ2561* NAVD 88     -        95.2    (meters)     312.     (feet)  GPS OBS   
 AJ2561  ___________________________________________________________________
 AJ2561  X           -       6,910.397 (meters)                     COMP
 AJ2561  Y           -  -5,206,901.256 (meters)                     COMP
 AJ2561  Z           -   3,671,347.288 (meters)                     COMP
 AJ2561  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AJ2561  ELLIP HEIGHT-          67.97  (meters)          (04/26/01) GPS OBS
 AJ2561  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2561
 AJ2561  HORZ ORDER  -  FIRST
 AJ2561  ELLP ORDER  -  FOURTH    CLASS I
 AJ2561
 AJ2561.The horizontal coordinates were established by GPS observations
 AJ2561.and adjusted by the National Geodetic Survey in April 2001..
 AJ2561
 AJ2561.The orthometric height was determined by GPS observations and a
 AJ2561.high-resolution geoid model.
 AJ2561
 AJ2561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2561
 AJ2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2561
 AJ2561.The ellipsoidal height was determined by GPS observations
 AJ2561.and is referenced to NAD 83.
 AJ2561
 AJ2561.The geoid height was determined by GEOID03.
 AJ2561
 AJ2561;                    North         East     Units Scale Factor Converg.
 AJ2561;SPC TN       -   122,032.828   243,505.842   MT  0.99998116   -2 17 50.1
 AJ2561;SPC TN       -   400,369.37    798,902.08   sFT  0.99998116   -2 17 50.1
 AJ2561;UTM  16      - 3,917,868.786   234,348.211   MT  1.00046978   -1 41 36.6
 AJ2561;UTM  15      - 3,918,288.070   779,473.209   MT  1.00056265   +1 46 54.0
 AJ2561
 AJ2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2561!SPC TN       -   0.99998933  x   0.99998116  =   0.99997049
 AJ2561!UTM  16      -   0.99998933  x   1.00046978  =   1.00045911
 AJ2561!UTM  15      -   0.99998933  x   1.00056265  =   1.00055198
 AJ2561
 AJ2561                          SUPERSEDED SURVEY CONTROL
 AJ2561
 AJ2561.No superseded survey control is available for this station.
 AJ2561
 AJ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3434817869(NAD 83)
 AJ2561_MARKER: DD = SURVEY DISK
 AJ2561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2561+WITH SETTING: INFORMATION.
 AJ2561_STAMPING: 012
 AJ2561_MARK LOGO: MLGW  
 AJ2561_PROJECTION: FLUSH
 AJ2561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2561+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2561_ROD/PIPE-DEPTH:  0.8 meters
 AJ2561
 AJ2561  HISTORY     - Date     Condition        Report By
 AJ2561  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2561
 AJ2561                          STATION DESCRIPTION
 AJ2561
 AJ2561'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2561'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2561'MILE (1.61 KM) WEST OF MILLINGTON TENNESSEE.
 AJ2561'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2561'WEST UNION ROAD IN MILLINGTON, PROCEED WEST ON WEST UNION ROAD
 AJ2561'APPROXIMATELY 1.90 MILE (3.06 KM) TO QUITO ROAD.  TURN RIGHT AND
 AJ2561'CONTINUE NORTH ON QUITO ROAD FOR APPROXIMATELY 0.15 MILES (0.24 KM) TO
 AJ2561'ADDRESS 8880 QUITO ROAD.  THE STATION IS ON THE LEFT.
 AJ2561'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2561'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2561'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN LINE WITH THE GRAVEL
 AJ2561'DRIVEWAY TO ADDRESS 8880 QUITO ROAD, 130.40 FEET (39.75 M) NORTHEAST
 AJ2561'OF A WOOD POWER POLE NO.  41845, 132.00 FEET (40.23 M) NORTHWEST OF A
 AJ2561'FIRE HYDRANT, 22.40 FEET (6.83 M) WEST OF THE CENTERLINE OF QUITO
 AJ2561'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0494 ***********************************************************************
 FE0494  DESIGNATION -  12 1 1
 FE0494  PID         -  FE0494
 FE0494  STATE/COUNTY-  TN/CHESTER
 FE0494  USGS QUAD   -  HENDERSON (1983)
 FE0494
 FE0494                         *CURRENT SURVEY CONTROL
 FE0494  ___________________________________________________________________
 FE0494* NAD 83(1986)-  35 25 57.     (N)    088 38 27.     (W)     SCALED    
 FE0494* NAVD 88     -       123.841  (meters)     406.30   (feet)  ADJUSTED  
 FE0494  ___________________________________________________________________
 FE0494  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0494  DYNAMIC HT  -         123.728 (meters)     405.93  (feet)  COMP
 FE0494  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FE0494
 FE0494  VERT ORDER  -  FIRST     CLASS II
 FE0494
 FE0494.The horizontal coordinates were scaled from a topographic map and have
 FE0494.an estimated accuracy of +/- 6 seconds.
 FE0494
 FE0494.The orthometric height was determined by differential leveling
 FE0494.and adjusted by the National Geodetic Survey in June 1991..
 FE0494
 FE0494.The geoid height was determined by GEOID03.
 FE0494
 FE0494.The dynamic height is computed by dividing the NAVD 88
 FE0494.geopotential number by the normal gravity value computed on the
 FE0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0494.degrees latitude (g = 980.6199 gals.).
 FE0494
 FE0494.The modeled gravity was interpolated from observed gravity values.
 FE0494
 FE0494;                    North         East    Units  Estimated Accuracy
 FE0494;SPC TN       -   125,190.      360,230.      MT  (+/- 180 meters Scaled)
 FE0494
 FE0494                          SUPERSEDED SURVEY CONTROL
 FE0494
 FE0494  NGVD 29 (??/??/??)  123.859  (m)          406.36   (f) ADJUSTED    1 2
 FE0494
 FE0494.Superseded values are not recommended for survey control.
 FE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0494.See file dsdata.txt to determine how the superseded data were derived.
 FE0494
 FE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE510222(NAD 83)
 FE0494_MARKER: DD = SURVEY DISK
 FE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0494_STAMPING: 12 1 1
 FE0494_MARK LOGO: TNDG  
 FE0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0494+STABILITY: SURFACE MOTION
 FE0494
 FE0494  HISTORY     - Date     Condition        Report By
 FE0494  HISTORY     - UNK      MONUMENTED       TNDG
 FE0494  HISTORY     - 1948     GOOD             CGS
 FE0494  HISTORY     - 1950     GOOD             CGS
 FE0494
 FE0494                          STATION DESCRIPTION
 FE0494
 FE0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0494'0.6 MI SW FROM HENDERSON.
 FE0494'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE COURT
 FE0494'HOUSE AT HENDERSON, AT THE NORTHWEST CORNER OF A CONCRETE BLOCK
 FE0494'MANUFACTURING YARD, ABOUT 0.1 MILE NORTH OF A 195-FOOT CONCRETE
 FE0494'BRIDGE, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41.5
 FE0494'FEET NORTH OF A POWER POLE WITH BRANCH LINES, 120 FEET
 FE0494'EAST-SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER
 FE0494'OF THE PORCH OF TILLMANS TOURIST HOME, 1 FOOT WEST OF A WHITE
 FE0494'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 FE0494'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0494
 FE0494                          STATION RECOVERY (1950)
 FE0494
 FE0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FE0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0502 ***********************************************************************
 FE0502  DESIGNATION -  12 2 1
 FE0502  PID         -  FE0502
 FE0502  STATE/COUNTY-  TN/CHESTER
 FE0502  USGS QUAD   -  HENDERSON (1983)
 FE0502
 FE0502                         *CURRENT SURVEY CONTROL
 FE0502  ___________________________________________________________________
 FE0502* NAD 83(1986)-  35 26 04.     (N)    088 38 22.     (W)     SCALED    
 FE0502* NAVD 88     -       126.755  (meters)     415.86   (feet)  ADJUSTED  
 FE0502  ___________________________________________________________________
 FE0502  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0502  DYNAMIC HT  -         126.639 (meters)     415.48  (feet)  COMP
 FE0502  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FE0502
 FE0502  VERT ORDER  -  FIRST     CLASS II
 FE0502
 FE0502.The horizontal coordinates were scaled from a topographic map and have
 FE0502.an estimated accuracy of +/- 6 seconds.
 FE0502
 FE0502.The orthometric height was determined by differential leveling
 FE0502.and adjusted by the National Geodetic Survey in June 1991..
 FE0502
 FE0502.The geoid height was determined by GEOID03.
 FE0502
 FE0502.The dynamic height is computed by dividing the NAVD 88
 FE0502.geopotential number by the normal gravity value computed on the
 FE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0502.degrees latitude (g = 980.6199 gals.).
 FE0502
 FE0502.The modeled gravity was interpolated from observed gravity values.
 FE0502
 FE0502;                    North         East    Units  Estimated Accuracy
 FE0502;SPC TN       -   125,400.      360,370.      MT  (+/- 180 meters Scaled)
 FE0502
 FE0502                          SUPERSEDED SURVEY CONTROL
 FE0502
 FE0502  NGVD 29 (??/??/??)  126.772  (m)          415.92   (f) ADJUSTED    1 2
 FE0502
 FE0502.Superseded values are not recommended for survey control.
 FE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0502.See file dsdata.txt to determine how the superseded data were derived.
 FE0502
 FE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511224(NAD 83)
 FE0502_MARKER: DD = SURVEY DISK
 FE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0502_STAMPING: 12 2 1
 FE0502_MARK LOGO: TNDG  
 FE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0502+STABILITY: SURFACE MOTION
 FE0502
 FE0502  HISTORY     - Date     Condition        Report By
 FE0502  HISTORY     - UNK      MONUMENTED       TNDG
 FE0502  HISTORY     - 1948     GOOD             CGS
 FE0502
 FE0502                          STATION DESCRIPTION
 FE0502
 FE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0502'0.2 MI SW FROM HENDERSON.
 FE0502'ABOUT 0.2 MILE SOUTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0502'FROM THE STATION AT HENDERSON, 150 YARDS NORTHWEST OF THE
 FE0502'NORTHWEST END OF TRESTLE NO. 368/46, 307 FEET NORTHWEST OF BLOCK
 FE0502'SIGNAL NO. 368.8, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FE0502'MAIN TRACK, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE
 FE0502'TRACK, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.5 FOOT
 FE0502'BELOW THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0502'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0275 ***********************************************************************
 FF0275  DESIGNATION -  12 32 BOLT
 FF0275  PID         -  FF0275
 FF0275  STATE/COUNTY-  TN/SHELBY
 FF0275  USGS QUAD   -  PECAN POINT (1970)
 FF0275
 FF0275                         *CURRENT SURVEY CONTROL
 FF0275  ___________________________________________________________________
 FF0275* NAD 83(1986)-  35 23 38.     (N)    090 02 05.     (W)     SCALED    
 FF0275* NAVD 88     -        70.663  (meters)     231.83   (feet)  ADJUSTED  
 FF0275  ___________________________________________________________________
 FF0275  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF0275  DYNAMIC HT  -          70.601 (meters)     231.63  (feet)  COMP
 FF0275  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FF0275
 FF0275  VERT ORDER  -  FIRST     CLASS II
 FF0275
 FF0275.The horizontal coordinates were scaled from a topographic map and have
 FF0275.an estimated accuracy of +/- 6 seconds.
 FF0275
 FF0275.The orthometric height was determined by differential leveling
 FF0275.and adjusted by the National Geodetic Survey in June 1991..
 FF0275
 FF0275.The geoid height was determined by GEOID03.
 FF0275
 FF0275.The dynamic height is computed by dividing the NAVD 88
 FF0275.geopotential number by the normal gravity value computed on the
 FF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0275.degrees latitude (g = 980.6199 gals.).
 FF0275
 FF0275.The modeled gravity was interpolated from observed gravity values.
 FF0275
 FF0275;                    North         East    Units  Estimated Accuracy
 FF0275;SPC TN       -   125,220.      233,560.      MT  (+/- 180 meters Scaled)
 FF0275
 FF0275                          SUPERSEDED SURVEY CONTROL
 FF0275
 FF0275  NGVD 29 (??/??/??)   70.630  (m)          231.73   (f) ADJUSTED    1 2
 FF0275
 FF0275.Superseded values are not recommended for survey control.
 FF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0275.See file dsdata.txt to determine how the superseded data were derived.
 FF0275
 FF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693207(NAD 83)
 FF0275_MARKER: B = BOLT
 FF0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0275_STAMPING: BM 12-32
 FF0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0275
 FF0275  HISTORY     - Date     Condition        Report By
 FF0275  HISTORY     - UNK      MONUMENTED       DOD
 FF0275  HISTORY     - 1957     GOOD             CGS
 FF0275
 FF0275                          STATION DESCRIPTION
 FF0275
 FF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0275'9.2 MI SW FROM DIXONVILLE.
 FF0275'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0275'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0275'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0275'THENCE 2.1 MILES WEST ALONG A FARM ROAD, THENCE 0.65 MILES
 FF0275'SOUTHWEST ALONG A FARM ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE
 FF0275'SHELBY-TIPTON COUNTY LINE, NEAR THE NORTH EDGE OF A PLOWED
 FF0275'FIELD, 156 FEET WEST OF THE CENTER LINE OF THE ROAD, 169 FEET
 FF0275'EAST-NORTHEAST OF A POINT WHERE ROAD TURNS WITH TANGENTS NORTHEAST
 FF0275'AND SOUTH, 167 FEET WEST-SOUTHWEST OF A WELL PUMP, 71 FEET
 FF0275'SOUTH-SOUTHEAST OF A BLAZED 28 INCH SYCAMORE TREE, 26 FEET EAST
 FF0275'OF A 30 INCH ELM TREE, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 FF0275'A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS
 FF0275'24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0274 ***********************************************************************
 FF0274  DESIGNATION -  12 32 CAP
 FF0274  PID         -  FF0274
 FF0274  STATE/COUNTY-  TN/SHELBY
 FF0274  USGS QUAD   -  PECAN POINT (1970)
 FF0274
 FF0274                         *CURRENT SURVEY CONTROL
 FF0274  ___________________________________________________________________
 FF0274* NAD 83(1986)-  35 23 38.     (N)    090 02 05.     (W)     SCALED    
 FF0274* NAVD 88     -        71.871  (meters)     235.80   (feet)  ADJUSTED  
 FF0274  ___________________________________________________________________
 FF0274  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF0274  DYNAMIC HT  -          71.808 (meters)     235.59  (feet)  COMP
 FF0274  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FF0274
 FF0274  VERT ORDER  -  FIRST     CLASS II
 FF0274
 FF0274.The horizontal coordinates were scaled from a topographic map and have
 FF0274.an estimated accuracy of +/- 6 seconds.
 FF0274
 FF0274.The orthometric height was determined by differential leveling
 FF0274.and adjusted by the National Geodetic Survey in June 1991..
 FF0274
 FF0274.The geoid height was determined by GEOID03.
 FF0274
 FF0274.The dynamic height is computed by dividing the NAVD 88
 FF0274.geopotential number by the normal gravity value computed on the
 FF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0274.degrees latitude (g = 980.6199 gals.).
 FF0274
 FF0274.The modeled gravity was interpolated from observed gravity values.
 FF0274
 FF0274;                    North         East    Units  Estimated Accuracy
 FF0274;SPC TN       -   125,220.      233,560.      MT  (+/- 180 meters Scaled)
 FF0274
 FF0274                          SUPERSEDED SURVEY CONTROL
 FF0274
 FF0274  NGVD 29 (??/??/??)   71.838  (m)          235.69   (f) ADJUSTED    1 2
 FF0274
 FF0274.Superseded values are not recommended for survey control.
 FF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0274.See file dsdata.txt to determine how the superseded data were derived.
 FF0274
 FF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693207(NAD 83)
 FF0274_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0274_STAMPING: BM 12-32
 FF0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0274
 FF0274  HISTORY     - Date     Condition        Report By
 FF0274  HISTORY     - UNK      MONUMENTED       DOD
 FF0274  HISTORY     - 1957     GOOD             CGS
 FF0274
 FF0274                          STATION DESCRIPTION
 FF0274
 FF0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0274'9.2 MI SW FROM DIXONVILLE.
 FF0274'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0274'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0274'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0274'THENCE 2.1 MILES WEST ALONG A FARM ROAD, THENCE 0.65 MILES
 FF0274'SOUTHWEST ALONG A FARM ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE
 FF0274'SHELBY-TIPTON COUNTY LINE, NEAR THE NORTH EDGE OF A PLOWED FIELD,
 FF0274'156 FEET WEST OF THE CENTER LINE OF THE ROAD, 169 FEET
 FF0274'EAST-NORTHEAST OF A POINT WHERE ROAD TURNS WITH TANGENTS NORTHEAST
 FF0274'AND SOUTH, 167 FEET WEST-SOUTHWEST OF A WELL PUMP, 71 FEET
 FF0274'SOUTH-SOUTHEAST OF A BLAZED 28 INCH SYCAMORE TREE, 26 FEET EAST
 FF0274'OF A 30 INCH ELM TREE, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 FF0274'A USE PIPE AND CAP WHICH PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2635 ***********************************************************************
 AJ2635  DESIGNATION -  120
 AJ2635  PID         -  AJ2635
 AJ2635  STATE/COUNTY-  TN/SHELBY
 AJ2635  USGS QUAD   -  GERMANTOWN (1997)
 AJ2635
 AJ2635                         *CURRENT SURVEY CONTROL
 AJ2635  ___________________________________________________________________
 AJ2635* NAD 83(1995)-  35 04 02.79575(N)    089 49 06.81964(W)     ADJUSTED  
 AJ2635* NAVD 88     -       100.36   (meters)     329.3    (feet)  LEVELING  
 AJ2635  ___________________________________________________________________
 AJ2635  X           -      16,549.793 (meters)                     COMP
 AJ2635  Y           -  -5,226,165.071 (meters)                     COMP
 AJ2635  Z           -   3,644,035.361 (meters)                     COMP
 AJ2635  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2635  ELLIP HEIGHT-          72.91  (meters)          (04/26/01) GPS OBS
 AJ2635  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AJ2635
 AJ2635  HORZ ORDER  -  FIRST
 AJ2635  VERT ORDER  -  THIRD ?
 AJ2635  ELLP ORDER  -  FOURTH    CLASS I
 AJ2635
 AJ2635.The horizontal coordinates were established by GPS observations
 AJ2635.and adjusted by the National Geodetic Survey in April 2001..
 AJ2635
 AJ2635.The orthometric height was determined by differential leveling.
 AJ2635.The vertical network tie was performed by a horz. field party for horz.
 AJ2635.obs reductions. Reset procedures were used to establish the elevation.
 AJ2635
 AJ2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2635
 AJ2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2635
 AJ2635.The ellipsoidal height was determined by GPS observations
 AJ2635.and is referenced to NAD 83.
 AJ2635
 AJ2635.The geoid height was determined by GEOID03.
 AJ2635
 AJ2635;                    North         East     Units Scale Factor Converg.
 AJ2635;SPC TN       -    88,245.052   251,772.220   MT  1.00003723   -2 14 07.9
 AJ2635;SPC TN       -   289,517.31    826,022.69   sFT  1.00003723   -2 14 07.9
 AJ2635;UTM  16      - 3,884,156.212   242,977.343   MT  1.00041424   -1 37 13.0
 AJ2635
 AJ2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2635!SPC TN       -   0.99998856  x   1.00003723  =   1.00002579
 AJ2635!UTM  16      -   0.99998856  x   1.00041424  =   1.00040279
 AJ2635
 AJ2635                          SUPERSEDED SURVEY CONTROL
 AJ2635
 AJ2635.No superseded survey control is available for this station.
 AJ2635
 AJ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4297784156(NAD 83)
 AJ2635_MARKER: DD = SURVEY DISK
 AJ2635_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2635+WITH SETTING: INFORMATION.
 AJ2635_STAMPING: 120
 AJ2635_MARK LOGO: MLGW  
 AJ2635_PROJECTION: FLUSH
 AJ2635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2635+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2635_ROD/PIPE-DEPTH:  0.8 meters
 AJ2635
 AJ2635  HISTORY     - Date     Condition        Report By
 AJ2635  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2635
 AJ2635                          STATION DESCRIPTION
 AJ2635
 AJ2635'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2635'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2635'0.12 MILE (0.19 KM) SOUTH OF GERMANTOWN TENNESSEE.
 AJ2635'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN ROAD AND
 AJ2635'CRESTRIDGE ROAD GO WEST ON CRESTRIDGE ROAD APPROXIMATELY 0.35 MILES
 AJ2635'(0.56 KM) TO ALLARD COVE.  THE STATION IS ON THE LEFT.
 AJ2635'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2635'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2635'A DEPTH OF 3O INCHES.  THE STATION IS LOCATED 225.00 FEET (68.58 M)
 AJ2635'EAST OF THE CENTERLINE OF ALLARD COVE, 21.60 FEET (6.58 M) EAST OF THE
 AJ2635'EAST CURB CUT FOR A DRIVEWAY AT ADDRESS 7339 CRESTRIDGE ROAD, 2.70
 AJ2635'FEET (0.82 M) SOUTH OF THE SOUTH CURBLINE OF CRESTRIDGE ROAD.  THE CAP
 AJ2635'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1894 ***********************************************************************
 FB1894  DESIGNATION -  1203
 FB1894  PID         -  FB1894
 FB1894  STATE/COUNTY-  TN/KNOX
 FB1894  USGS QUAD   -  KNOXVILLE (1978)
 FB1894
 FB1894                         *CURRENT SURVEY CONTROL
 FB1894  ___________________________________________________________________
 FB1894* NAD 83(1986)-  35 57 36.     (N)    083 54 52.     (W)     SCALED    
 FB1894* NAVD 88     -       251.526  (meters)     825.21   (feet)  POSTED    
 FB1894  ___________________________________________________________________
 FB1894  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1894  DYNAMIC HT  -         251.290 (meters)     824.44  (feet)  COMP
 FB1894  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FB1894
 FB1894  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1894
 FB1894.The horizontal coordinates were scaled from a topographic map and have
 FB1894.an estimated accuracy of +/- 6 seconds.
 FB1894
 FB1894.The orthometric height was determined by differential leveling
 FB1894.and adjusted by the National Geodetic Survey in 1992..
 FB1894.No vertical observational check was made to the station.
 FB1894.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1894.was located on a no-check spur therefore a value was not computed.
 FB1894
 FB1894.The geoid height was determined by GEOID03.
 FB1894
 FB1894.The dynamic height is computed by dividing the NAVD 88
 FB1894.geopotential number by the normal gravity value computed on the
 FB1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1894.degrees latitude (g = 980.6199 gals.).
 FB1894
 FB1894.The modeled gravity was interpolated from observed gravity values.
 FB1894
 FB1894;                    North         East    Units  Estimated Accuracy
 FB1894;SPC TN       -   182,480.      788,110.      MT  (+/- 180 meters Scaled)
 FB1894
 FB1894                          SUPERSEDED SURVEY CONTROL
 FB1894
 FB1894  NGVD 29 (??/??/92)  251.666  (m)          825.67   (f) ADJ UNCH    1 2
 FB1894
 FB1894.Superseded values are not recommended for survey control.
 FB1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1894.See file dsdata.txt to determine how the superseded data were derived.
 FB1894
 FB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV371834(NAD 83)
 FB1894_MARKER: DD = SURVEY DISK
 FB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1894_STAMPING: 1203
 FB1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1894+STABILITY: SURFACE MOTION
 FB1894
 FB1894  HISTORY     - Date     Condition        Report By
 FB1894  HISTORY     - UNK      MONUMENTED       TNGS
 FB1894  HISTORY     - 1950     GOOD             NGS
 FB1894  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1894
 FB1894                          STATION DESCRIPTION
 FB1894
 FB1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1894'AT KNOXVILLE.
 FB1894'AT KNOXVILLE, ON THE NORTH BANK OF THE TENNESSEE RIVER, ACROSS
 FB1894'THE RIVER FROM THE D.M. ROSE LUMBER CO., 250 FEET WEST OF THE
 FB1894'KNOXVILLE SHOW CASE MFG. CO., 250 FEET EAST (UPSTREAM) OF THE
 FB1894'CENTERLINE OF THE GAY STREET BRIDGE, 50 FEET SOUTH OF THE REAR
 FB1894'OF A BRICK BUILDING, AND 7 FEET NORTH OF THE CENTERLINE OF THE
 FB1894'SOUTHERN RAILWAY TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 FB1894'1203 AND SET IN THE TOP OF A CONCRETE POST.
 FB1894
 FB1894                          STATION RECOVERY (1982)
 FB1894
 FB1894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0474 ***********************************************************************
 GC0474  DESIGNATION -  120=560.4
 GC0474  PID         -  GC0474
 GC0474  STATE/COUNTY-  TN/DAVIDSON
 GC0474  USGS QUAD   -  BELLEVUE (1983)
 GC0474
 GC0474                         *CURRENT SURVEY CONTROL
 GC0474  ___________________________________________________________________
 GC0474* NAD 83(1986)-  36 04 16.     (N)    086 57 45.     (W)     SCALED    
 GC0474* NAVD 88     -       170.452  (meters)     559.22   (feet)  ADJUSTED  
 GC0474  ___________________________________________________________________
 GC0474  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0474  DYNAMIC HT  -         170.303 (meters)     558.74  (feet)  COMP
 GC0474  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GC0474
 GC0474  VERT ORDER  -  FIRST     CLASS II
 GC0474
 GC0474.The horizontal coordinates were scaled from a topographic map and have
 GC0474.an estimated accuracy of +/- 6 seconds.
 GC0474
 GC0474.The orthometric height was determined by differential leveling
 GC0474.and adjusted by the National Geodetic Survey in June 1991..
 GC0474
 GC0474.The geoid height was determined by GEOID03.
 GC0474
 GC0474.The dynamic height is computed by dividing the NAVD 88
 GC0474.geopotential number by the normal gravity value computed on the
 GC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0474.degrees latitude (g = 980.6199 gals.).
 GC0474
 GC0474.The modeled gravity was interpolated from observed gravity values.
 GC0474
 GC0474;                    North         East    Units  Estimated Accuracy
 GC0474;SPC TN       -   193,230.      513,300.      MT  (+/- 180 meters Scaled)
 GC0474
 GC0474                          SUPERSEDED SURVEY CONTROL
 GC0474
 GC0474  NGVD 29 (??/??/92)  170.473  (m)          559.29   (f) ADJ UNCH    1 2
 GC0474
 GC0474.Superseded values are not recommended for survey control.
 GC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0474.See file dsdata.txt to determine how the superseded data were derived.
 GC0474
 GC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE033918(NAD 83)
 GC0474_MARKER: B = BOLT
 GC0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0474_SP_SET: BRIDGE
 GC0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0474
 GC0474  HISTORY     - Date     Condition        Report By
 GC0474  HISTORY     - UNK      MONUMENTED       DOD
 GC0474  HISTORY     - 1948     GOOD             NGS
 GC0474
 GC0474                          STATION DESCRIPTION
 GC0474
 GC0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0474'1.7 MI W FROM BELLEVUE.
 GC0474'1.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS
 GC0474'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, AT BRIDGE NO. 13.9
 GC0474'OVER HARPETH RIVER, ABOUT 6 RAILS EAST OF MILE POST 14, SET IN
 GC0474'THE SOUTHWEST CORNER OF THE FLAT SURFACE OF THE SOUTHWEST CONCRETE
 GC0474'WING WALL, 1 FOOT SOUTHWEST OF B.M. P 28, 5 FEET SOUTH OF THE SOUTH
 GC0474'RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2396 ***********************************************************************
 GA2396  DESIGNATION -  1208
 GA2396  PID         -  GA2396
 GA2396  STATE/COUNTY-  TN/KNOX
 GA2396  USGS QUAD   -  JOHN SEVIER (1992)
 GA2396
 GA2396                         *CURRENT SURVEY CONTROL
 GA2396  ___________________________________________________________________
 GA2396* NAD 83(1986)-  36 00 07.     (N)    083 51 19.     (W)     SCALED    
 GA2396* NAVD 88     -       326.27   (+/-2cm)    1070.4    (feet)  VERTCON   
 GA2396  ___________________________________________________________________
 GA2396  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2396
 GA2396  VERT ORDER  -  ? (See Below)
 GA2396
 GA2396.The horizontal coordinates were scaled from a topographic map and have
 GA2396.an estimated accuracy of +/- 6 seconds.
 GA2396
 GA2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2396.The vertical order pertains to the NGVD 29 superseded value.
 GA2396
 GA2396.The geoid height was determined by GEOID03.
 GA2396
 GA2396;                    North         East    Units  Estimated Accuracy
 GA2396;SPC TN       -   187,250.      793,350.      MT  (+/- 180 meters Scaled)
 GA2396
 GA2396                          SUPERSEDED SURVEY CONTROL
 GA2396
 GA2396  NGVD 29 (??/??/92)  326.412  (m)         1070.90   (f) ADJ UNCH    ?  
 GA2396
 GA2396.Superseded values are not recommended for survey control.
 GA2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2396.See file dsdata.txt to determine how the superseded data were derived.
 GA2396
 GA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV426879(NAD 83)
 GA2396_MARKER: DD = SURVEY DISK
 GA2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2396_STAMPING: 1208
 GA2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2396+STABILITY: SURFACE MOTION
 GA2396
 GA2396  HISTORY     - Date     Condition        Report By
 GA2396  HISTORY     - UNK      MONUMENTED       TNGS
 GA2396  HISTORY     - 1936     GOOD             USGS
 GA2396  HISTORY     - 1982     GOOD             LOCENG
 GA2396
 GA2396                          STATION DESCRIPTION
 GA2396
 GA2396'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GA2396'AT KNOXVILLE.
 GA2396'IN KNOX COUNTY, NEAR THE EAST CITY LIMITS OF KNOXVILLE, 0.4 MILE
 GA2396'SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL, 0.3
 GA2396'MILE WEST ALONG A ROAD, 0.3 MILE SOUTHEAST OF MACEDONIA CHURCH,
 GA2396'ON THE SNYDER PROPERTY, 60 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GA2396'OF THE HOUSE, AND ON THE TOP OF A RIDGE IN THE FRONT YARD FENCE
 GA2396'LINE.  A STATE SURVEY STANDARD DISK, STAMPED 1208 AND SET IN THE
 GA2396'TOP OF A CONCRETE POST.
 GA2396
 GA2396                          STATION RECOVERY (1982)
 GA2396
 GA2396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2396'MARK IS 182 FT. N. OF THE N. EDGE OF PAVEMENT OF A EQUIDISTANT POINT
 GA2396'BETWEEN POWER POLE 19459 AND 19459-A AND 2 FT. EAST OF DRIVEWAY AT
 GA2396'4801 SKYLINE DR. (CITY BLK 31200) NOTE: MONUMENT CONTAINING THE DISK
 GA2396'PROTRUDES 18 INCHES ABOVE GROUND AND IS BROKEN OFF AT GROUND LEVEL -
 GA2396'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2636 ***********************************************************************
 AJ2636  DESIGNATION -  121
 AJ2636  PID         -  AJ2636
 AJ2636  STATE/COUNTY-  TN/SHELBY
 AJ2636  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2636
 AJ2636                         *CURRENT SURVEY CONTROL
 AJ2636  ___________________________________________________________________
 AJ2636* NAD 83(1995)-  35 04 49.69306(N)    089 57 30.36630(W)     ADJUSTED  
 AJ2636* NAVD 88     -        75.69   (meters)     248.3    (feet)  LEVELING  
 AJ2636  ___________________________________________________________________
 AJ2636  X           -       3,790.695 (meters)                     COMP
 AJ2636  Y           -  -5,225,339.290 (meters)                     COMP
 AJ2636  Z           -   3,645,204.051 (meters)                     COMP
 AJ2636  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2636  ELLIP HEIGHT-          48.33  (meters)          (04/26/01) GPS OBS
 AJ2636  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2636
 AJ2636  HORZ ORDER  -  FIRST
 AJ2636  VERT ORDER  -  THIRD ?
 AJ2636  ELLP ORDER  -  FOURTH    CLASS I
 AJ2636
 AJ2636.The horizontal coordinates were established by GPS observations
 AJ2636.and adjusted by the National Geodetic Survey in April 2001..
 AJ2636
 AJ2636.The orthometric height was determined by differential leveling.
 AJ2636.The vertical network tie was performed by a horz. field party for horz.
 AJ2636.obs reductions. Reset procedures were used to establish the elevation.
 AJ2636
 AJ2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2636
 AJ2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2636
 AJ2636.The ellipsoidal height was determined by GPS observations
 AJ2636.and is referenced to NAD 83.
 AJ2636
 AJ2636.The geoid height was determined by GEOID03.
 AJ2636
 AJ2636;                    North         East     Units Scale Factor Converg.
 AJ2636;SPC TN       -    90,195.967   239,081.895   MT  1.00003424   -2 19 02.7
 AJ2636;SPC TN       -   295,917.94    784,387.85   sFT  1.00003424   -2 19 02.7
 AJ2636;UTM  16      - 3,885,971.410   230,261.455   MT  1.00049681   -1 42 04.7
 AJ2636;UTM  15      - 3,886,199.778   777,320.399   MT  1.00054794   +1 44 57.1
 AJ2636
 AJ2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2636!SPC TN       -   0.99999241  x   1.00003424  =   1.00002665
 AJ2636!UTM  16      -   0.99999241  x   1.00049681  =   1.00048922
 AJ2636!UTM  15      -   0.99999241  x   1.00054794  =   1.00054035
 AJ2636
 AJ2636                          SUPERSEDED SURVEY CONTROL
 AJ2636
 AJ2636.No superseded survey control is available for this station.
 AJ2636
 AJ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3026185971(NAD 83)
 AJ2636_MARKER: DD = SURVEY DISK
 AJ2636_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2636+WITH SETTING: INFORMATION.
 AJ2636_STAMPING: 121
 AJ2636_MARK LOGO: MLGW  
 AJ2636_PROJECTION: FLUSH
 AJ2636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2636+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2636_ROD/PIPE-DEPTH:  0.8 meters
 AJ2636
 AJ2636  HISTORY     - Date     Condition        Report By
 AJ2636  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2636
 AJ2636                          STATION DESCRIPTION
 AJ2636
 AJ2636'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2636'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.25
 AJ2636'MILES (2.01 KM) NORTHEAST OF THE MEMPHIS INTERNATIONAL AIRPORT.
 AJ2636'TO REACH THE STATION FROM THE INTERSECTION OF LAMAR AVENUE (HIGHWAY
 AJ2636'78) AND SEMMES STREET, PROCEED EAST ON LAMAR AVENUE APPROXIMATELY 0.30
 AJ2636'MILE (0.48 KM) TO THE ON-RAMP TO GO WEST BOUND ON INTERSTATE 240
 AJ2636'(I-240) .  TURN RIGHT AND CONTINUE ON THE ON-RAMP FOR APPROXIMATELY
 AJ2636'700.00 FEET (213.36 M) TO THE CENTER OF A HIGH RISE POWER LINE.  THE
 AJ2636'STATION IS ON THE LEFT.
 AJ2636'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2636'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2636'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTH SIDE OF
 AJ2636'WEST BOUND I-240 BETWEEN AN ON AND OFF RAMP.  THE STATION IS UNDER THE
 AJ2636'CENTERLINE OF THE NORTHEASTERN HIGH RISE POWER LINE, 147.50 FEET
 AJ2636'(44.96 M) NORTHEAST OF THE METAL LIGHT POLE, 104.90 FEET (31.97 M)
 AJ2636'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE HEADWALL OF A DRAIN
 AJ2636'CULVERT UNDER RAMP, 89.70 FEET (27.34 M) NORTH OF THE NORTH EDGE OF
 AJ2636'PAVEMENT OF A RAMP.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2636'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2637 ***********************************************************************
 AJ2637  DESIGNATION -  122
 AJ2637  PID         -  AJ2637
 AJ2637  STATE/COUNTY-  TN/SHELBY
 AJ2637  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2637
 AJ2637                         *CURRENT SURVEY CONTROL
 AJ2637  ___________________________________________________________________
 AJ2637* NAD 83(1995)-  35 04 41.39579(N)    089 59 30.47811(W)     ADJUSTED  
 AJ2637* NAVD 88     -        93.21   (meters)     305.8    (feet)  LEVELING  
 AJ2637  ___________________________________________________________________
 AJ2637  X           -         747.906 (meters)                     COMP
 AJ2637  Y           -  -5,225,501.911 (meters)                     COMP
 AJ2637  Z           -   3,645,004.871 (meters)                     COMP
 AJ2637  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2637  ELLIP HEIGHT-          65.86  (meters)          (04/26/01) GPS OBS
 AJ2637  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2637
 AJ2637  HORZ ORDER  -  FIRST
 AJ2637  VERT ORDER  -  THIRD ?
 AJ2637  ELLP ORDER  -  FOURTH    CLASS I
 AJ2637
 AJ2637.The horizontal coordinates were established by GPS observations
 AJ2637.and adjusted by the National Geodetic Survey in April 2001..
 AJ2637
 AJ2637.The orthometric height was determined by differential leveling.
 AJ2637.The vertical network tie was performed by a horz. field party for horz.
 AJ2637.obs reductions. Reset procedures were used to establish the elevation.
 AJ2637
 AJ2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2637
 AJ2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2637
 AJ2637.The ellipsoidal height was determined by GPS observations
 AJ2637.and is referenced to NAD 83.
 AJ2637
 AJ2637.The geoid height was determined by GEOID03.
 AJ2637
 AJ2637;                    North         East     Units Scale Factor Converg.
 AJ2637;SPC TN       -    90,064.032   236,031.084   MT  1.00003477   -2 20 13.0
 AJ2637;SPC TN       -   295,485.08    774,378.65   sFT  1.00003477   -2 20 13.0
 AJ2637;UTM  16      - 3,885,806.588   227,210.799   MT  1.00051721   -1 43 13.5
 AJ2637;UTM  15      - 3,885,851.642   774,285.100   MT  1.00052730   +1 43 47.5
 AJ2637
 AJ2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2637!SPC TN       -   0.99998966  x   1.00003477  =   1.00002443
 AJ2637!UTM  16      -   0.99998966  x   1.00051721  =   1.00050687
 AJ2637!UTM  15      -   0.99998966  x   1.00052730  =   1.00051696
 AJ2637
 AJ2637                          SUPERSEDED SURVEY CONTROL
 AJ2637
 AJ2637.No superseded survey control is available for this station.
 AJ2637
 AJ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2721185807(NAD 83)
 AJ2637_MARKER: DD = SURVEY DISK
 AJ2637_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2637+WITH SETTING: INFORMATION.
 AJ2637_STAMPING: 122
 AJ2637_MARK LOGO: MLGW  
 AJ2637_PROJECTION: FLUSH
 AJ2637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2637+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2637_ROD/PIPE-DEPTH:  0.8 meters
 AJ2637
 AJ2637  HISTORY     - Date     Condition        Report By
 AJ2637  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2637
 AJ2637                          STATION DESCRIPTION
 AJ2637
 AJ2637'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2637'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.20
 AJ2637'MILES (1.93 KM) NORTH OF MEMPHIS INTERNATIONAL AIRPORT.
 AJ2637'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 240 (I-240)
 AJ2637'AND AIRWAYS BLVD GO NORTH ON AIRWAYS BLVD APPROXIMATELY 0.20 MILES
 AJ2637'(0.32 KM) TO ALCY ROAD.  TURN LEFT AND CONTINUE WEST ON ALCY ROAD FOR
 AJ2637'APPROXIMATELY 0.40 MILE (0.64 KM) TO SAMUELS CITY PARK.  THE STATION
 AJ2637'IS ON THE LEFT.
 AJ2637'THE STATION IS A STAINLESS STEEL CAP SET ON A 2 INCH GALVANIZED PIPE
 AJ2637'ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO A DEPTH OF 30
 AJ2637'INCHES.  THE STATION IS LOCATED 42.30 FEET (12.89 M) WEST OF A WOOD
 AJ2637'POWER POLE, 12.50 FEET (3.81 M) WEST OF THE WEST SIDE OF A DRIVEWAY TO
 AJ2637'APARTMENTS AT ADDRESS 2119 ALCY ROAD, 2.20 FEET (0.67 M) SOUTH OF THE
 AJ2637'SOUTH CURBLINE OF ALCY ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2637'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0728 ***********************************************************************
 GA0728  DESIGNATION -  122+00 100
 GA0728  PID         -  GA0728
 GA0728  STATE/COUNTY-  TN/HAWKINS
 GA0728  USGS QUAD   -  MC CLOUD (1961)
 GA0728
 GA0728                         *CURRENT SURVEY CONTROL
 GA0728  ___________________________________________________________________
 GA0728* NAD 83(1986)-  36 22 10.     (N)    082 57 57.     (W)     SCALED    
 GA0728* NAVD 88     -       342.779  (meters)    1124.60   (feet)  ADJUSTED  
 GA0728  ___________________________________________________________________
 GA0728  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0728  DYNAMIC HT  -         342.466 (meters)    1123.57  (feet)  COMP
 GA0728  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA0728
 GA0728  VERT ORDER  -  FIRST     CLASS I
 GA0728
 GA0728.The horizontal coordinates were scaled from a topographic map and have
 GA0728.an estimated accuracy of +/- 6 seconds.
 GA0728
 GA0728.The orthometric height was determined by differential leveling
 GA0728.and adjusted by the National Geodetic Survey in June 1991..
 GA0728
 GA0728.The geoid height was determined by GEOID03.
 GA0728
 GA0728.The dynamic height is computed by dividing the NAVD 88
 GA0728.geopotential number by the normal gravity value computed on the
 GA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0728.degrees latitude (g = 980.6199 gals.).
 GA0728
 GA0728.The modeled gravity was interpolated from observed gravity values.
 GA0728
 GA0728;                    North         East    Units  Estimated Accuracy
 GA0728;SPC TN       -   230,130.      872,240.      MT  (+/- 180 meters Scaled)
 GA0728
 GA0728                          SUPERSEDED SURVEY CONTROL
 GA0728
 GA0728  NGVD 29 (??/??/92)  342.937  (m)         1125.12   (f) ADJ UNCH    1 1
 GA0728
 GA0728.Superseded values are not recommended for survey control.
 GA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0728.See file dsdata.txt to determine how the superseded data were derived.
 GA0728
 GA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA236267(NAD 83)
 GA0728_MARKER: DD = SURVEY DISK
 GA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0728_STAMPING: 122+00-100 R
 GA0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0728+STABILITY: SURFACE MOTION
 GA0728
 GA0728  HISTORY     - Date     Condition        Report By
 GA0728  HISTORY     - UNK      MONUMENTED       TVA
 GA0728  HISTORY     - 1967     GOOD             NGS
 GA0728
 GA0728                          STATION DESCRIPTION
 GA0728
 GA0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0728'4.6 MI SW FROM BUREM.
 GA0728'ABOUT 4.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0728'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0728'ROAD AT BUREM, 98 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 GA0728'32 FEET NORTH OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE
 GA0728'SOUTH SIDE OF THE TRACK, 25 FEET EAST OF THE CENTERLINE OF A
 GA0728'TRAIL ROAD, 25.3 FEET SOUTH OF BENCH MARK 122+00-75 (TVA), 0.7
 GA0728'FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA0728'OF THE TRACK, A US-TVA PROPERTY MARKER SET IN THE TOP OF A 5-INCH
 GA0728'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0727 ***********************************************************************
 GA0727  DESIGNATION -  122+00 75
 GA0727  PID         -  GA0727
 GA0727  STATE/COUNTY-  TN/HAWKINS
 GA0727  USGS QUAD   -  MC CLOUD (1961)
 GA0727
 GA0727                         *CURRENT SURVEY CONTROL
 GA0727  ___________________________________________________________________
 GA0727* NAD 83(1986)-  36 22 10.     (N)    082 57 57.     (W)     SCALED    
 GA0727* NAVD 88     -       342.835  (meters)    1124.78   (feet)  ADJUSTED  
 GA0727  ___________________________________________________________________
 GA0727  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0727  DYNAMIC HT  -         342.522 (meters)    1123.76  (feet)  COMP
 GA0727  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA0727
 GA0727  VERT ORDER  -  FIRST     CLASS I
 GA0727
 GA0727.The horizontal coordinates were scaled from a topographic map and have
 GA0727.an estimated accuracy of +/- 6 seconds.
 GA0727
 GA0727.The orthometric height was determined by differential leveling
 GA0727.and adjusted by the National Geodetic Survey in June 1991..
 GA0727
 GA0727.The geoid height was determined by GEOID03.
 GA0727
 GA0727.The dynamic height is computed by dividing the NAVD 88
 GA0727.geopotential number by the normal gravity value computed on the
 GA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0727.degrees latitude (g = 980.6199 gals.).
 GA0727
 GA0727.The modeled gravity was interpolated from observed gravity values.
 GA0727
 GA0727;                    North         East    Units  Estimated Accuracy
 GA0727;SPC TN       -   230,130.      872,240.      MT  (+/- 180 meters Scaled)
 GA0727
 GA0727                          SUPERSEDED SURVEY CONTROL
 GA0727
 GA0727  NGVD 29 (??/??/92)  342.993  (m)         1125.30   (f) ADJ UNCH    1 1
 GA0727
 GA0727.Superseded values are not recommended for survey control.
 GA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0727.See file dsdata.txt to determine how the superseded data were derived.
 GA0727
 GA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA236267(NAD 83)
 GA0727_MARKER: DD = SURVEY DISK
 GA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0727_STAMPING: 122+00-75 R
 GA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0727+STABILITY: SURFACE MOTION
 GA0727
 GA0727  HISTORY     - Date     Condition        Report By
 GA0727  HISTORY     - UNK      MONUMENTED       TVA
 GA0727  HISTORY     - 1967     GOOD             NGS
 GA0727
 GA0727                          STATION DESCRIPTION
 GA0727
 GA0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0727'4.6 MI SW FROM BUREM.
 GA0727'ABOUT 4.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0727'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0727'ROAD AT BUREM, 73 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 56
 GA0727'FEET NORTH OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE SOUTH
 GA0727'SIDE OF THE TRACK, 18 FEET EAST OF THE CENTERLINE OF A TRAIL
 GA0727'ROAD, 25.3 FEET NORTH OF BENCH MARK 122+00-100 (TVA), 0.8 FOOT
 GA0727'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA0727'OF THE TRACK, A US-TVA PROPERTY MARKER SET IN THE TOP OF A 5-INCH
 GA0727'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0664 ***********************************************************************
 GA0664  DESIGNATION -  1222
 GA0664  PID         -  GA0664
 GA0664  STATE/COUNTY-  TN/UNICOI
 GA0664  USGS QUAD   -  CHESTOA (1978)
 GA0664
 GA0664                         *CURRENT SURVEY CONTROL
 GA0664  ___________________________________________________________________
 GA0664* NAD 83(1986)-  36 02 15.     (N)    082 26 29.     (W)     SCALED    
 GA0664* NAVD 88     -       919.32   (+/-2cm)    3016.1    (feet)  VERTCON   
 GA0664  ___________________________________________________________________
 GA0664  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA0664
 GA0664  VERT ORDER  -  ? (See Below)
 GA0664
 GA0664.The horizontal coordinates were scaled from a topographic map and have
 GA0664.an estimated accuracy of +/- 6 seconds.
 GA0664
 GA0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0664.The vertical order pertains to the NGVD 29 superseded value.
 GA0664
 GA0664.The geoid height was determined by GEOID03.
 GA0664
 GA0664;                    North         East    Units  Estimated Accuracy
 GA0664;SPC TN       -   194,910.      920,620.      MT  (+/- 180 meters Scaled)
 GA0664
 GA0664                          SUPERSEDED SURVEY CONTROL
 GA0664
 GA0664  NGVD 29 (??/??/92)  919.404  (m)         3016.41   (f) ADJ UNCH    ?  
 GA0664
 GA0664.Superseded values are not recommended for survey control.
 GA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0664.See file dsdata.txt to determine how the superseded data were derived.
 GA0664
 GA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV701890(NAD 83)
 GA0664_MARKER: DD = SURVEY DISK
 GA0664_SETTING: 0 = UNSPECIFIED SETTING
 GA0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0664
 GA0664  HISTORY     - Date     Condition        Report By
 GA0664  HISTORY     - UNK      MONUMENTED       USFS
 GA0664  HISTORY     - 1938     GOOD             TVA
 GA0664
 GA0664                          STATION DESCRIPTION
 GA0664
 GA0664'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0664'6.2 MI SE FROM ERNESTVILLE.
 GA0664'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0664'UNICOI COUNTY, TENNESSEE, 8.4 MILES NORTHWEST OF RAMSAYTOWN,
 GA0664'YANCEY COUNTY, NORTH CAROLINA, AT THE TENNESSEE-NORTH CAROLINA
 GA0664'STATE LINE, ON U.S. FOREST RESERVE PROPERTY, AND SOUTHWEST
 GA0664'OF THE HIGHWAY.  A UNITED STATES FOREST SERVICE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1863 ***********************************************************************
 GA1863  DESIGNATION -  1225
 GA1863  PID         -  GA1863
 GA1863  STATE/COUNTY-  TN/HAMBLEN
 GA1863  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1863
 GA1863                         *CURRENT SURVEY CONTROL
 GA1863  ___________________________________________________________________
 GA1863* NAD 83(1986)-  36 15 01.     (N)    083 12 45.     (W)     SCALED    
 GA1863* NAVD 88     -       397.570  (meters)    1304.36   (feet)  ADJUSTED  
 GA1863  ___________________________________________________________________
 GA1863  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1863  DYNAMIC HT  -         397.208 (meters)    1303.17  (feet)  COMP
 GA1863  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1863
 GA1863  VERT ORDER  -  FIRST     CLASS I
 GA1863
 GA1863.The horizontal coordinates were scaled from a topographic map and have
 GA1863.an estimated accuracy of +/- 6 seconds.
 GA1863
 GA1863.The orthometric height was determined by differential leveling
 GA1863.and adjusted by the National Geodetic Survey in June 1991..
 GA1863
 GA1863.The geoid height was determined by GEOID03.
 GA1863
 GA1863.The dynamic height is computed by dividing the NAVD 88
 GA1863.geopotential number by the normal gravity value computed on the
 GA1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1863.degrees latitude (g = 980.6199 gals.).
 GA1863
 GA1863.The modeled gravity was interpolated from observed gravity values.
 GA1863
 GA1863;                    North         East    Units  Estimated Accuracy
 GA1863;SPC TN       -   216,250.      850,500.      MT  (+/- 180 meters Scaled)
 GA1863
 GA1863                          SUPERSEDED SURVEY CONTROL
 GA1863
 GA1863  NGVD 29 (??/??/92)  397.711  (m)         1304.82   (f) ADJ UNCH    1 1
 GA1863
 GA1863.Superseded values are not recommended for survey control.
 GA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1863.See file dsdata.txt to determine how the superseded data were derived.
 GA1863
 GA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA012139(NAD 83)
 GA1863_MARKER: DD = SURVEY DISK
 GA1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1863_STAMPING: 1225
 GA1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1863+STABILITY: SURFACE MOTION
 GA1863
 GA1863  HISTORY     - Date     Condition        Report By
 GA1863  HISTORY     - UNK      MONUMENTED       TNGS
 GA1863  HISTORY     - 1967     GOOD             NGS
 GA1863
 GA1863                          STATION DESCRIPTION
 GA1863
 GA1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1863'1 MI SW FROM RUSSELLVILLE.
 GA1863'ABOUT 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1863'POST OFFICE AT RUSSELLVILLE, AT CHEEKS CROSSROADS, 23 1/2 FEET
 GA1863'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 145 FEET NORTHWEST
 GA1863'OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1863'TRACK, 44 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 GA1863'13 FEET NORTHEAST OF A POLE, 195 FEET NORTHWEST OF BENCH MARK
 GA1863'M 163, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 4
 GA1863'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GA1863'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2701 ***********************************************************************
 GA2701  DESIGNATION -  1227
 GA2701  PID         -  GA2701
 GA2701  STATE/COUNTY-  TN/CLAIBORNE
 GA2701  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2701
 GA2701                         *CURRENT SURVEY CONTROL
 GA2701  ___________________________________________________________________
 GA2701* NAD 83(1986)-  36 31 39.     (N)    083 44 19.     (W)     SCALED    
 GA2701* NAVD 88     -       373.290  (meters)    1224.70   (feet)  ADJUSTED  
 GA2701  ___________________________________________________________________
 GA2701  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GA2701  DYNAMIC HT  -         372.959 (meters)    1223.62  (feet)  COMP
 GA2701  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GA2701
 GA2701  VERT ORDER  -  SECOND    CLASS 0
 GA2701
 GA2701.The horizontal coordinates were scaled from a topographic map and have
 GA2701.an estimated accuracy of +/- 6 seconds.
 GA2701
 GA2701.The orthometric height was determined by differential leveling
 GA2701.and adjusted by the National Geodetic Survey in June 1991..
 GA2701
 GA2701.The geoid height was determined by GEOID03.
 GA2701
 GA2701.The dynamic height is computed by dividing the NAVD 88
 GA2701.geopotential number by the normal gravity value computed on the
 GA2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2701.degrees latitude (g = 980.6199 gals.).
 GA2701
 GA2701.The modeled gravity was interpolated from observed gravity values.
 GA2701
 GA2701;                    North         East    Units  Estimated Accuracy
 GA2701;SPC TN       -   245,790.      802,520.      MT  (+/- 180 meters Scaled)
 GA2701
 GA2701                          SUPERSEDED SURVEY CONTROL
 GA2701
 GA2701  NGVD 29 (??/??/92)  373.432  (m)         1225.17   (f) ADJ UNCH    2 0
 GA2701
 GA2701.Superseded values are not recommended for survey control.
 GA2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2701.See file dsdata.txt to determine how the superseded data were derived.
 GA2701
 GA2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA548459(NAD 83)
 GA2701_MARKER: DD = SURVEY DISK
 GA2701_SETTING: 66 = SET IN ROCK OUTCROP
 GA2701_SP_SET: ROCK OUTCROP
 GA2701_STAMPING: 1227
 GA2701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2701+STABILITY: POSITION/ELEVATION WELL
 GA2701
 GA2701  HISTORY     - Date     Condition        Report By
 GA2701  HISTORY     - UNK      MONUMENTED       USGS
 GA2701  HISTORY     - 1955     GOOD             TVA
 GA2701
 GA2701                          STATION DESCRIPTION
 GA2701
 GA2701'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA2701'4.7 MI W FROM ARTHUR.
 GA2701'4.7 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2701'STATION AT ARTHUR, CLAIBORNE COUNTY, 0.8 MILE EAST OF THOMAS
 GA2701'HALL, 0.2 MILE WEST OF BRUCE MAIL EXCHANGE, ABOUT 100 YARDS EAST
 GA2701'OF A BRIDGE OVER TOWN CREEK, OPPOSITE THE HOUSE OF P.L. DAY, 20
 GA2701'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ON THE SOUTH SHOULDER
 GA2701'OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET
 GA2701'HIGHER THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GA2701'STANDARD DISK, STAMPED 1227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2638 ***********************************************************************
 AJ2638  DESIGNATION -  123
 AJ2638  PID         -  AJ2638
 AJ2638  STATE/COUNTY-  TN/SHELBY
 AJ2638  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2638
 AJ2638                         *CURRENT SURVEY CONTROL
 AJ2638  ___________________________________________________________________
 AJ2638* NAD 83(1995)-  35 04 09.66729(N)    090 01 18.39645(W)     ADJUSTED  
 AJ2638* NAVD 88     -        72.65   (meters)     238.4    (feet)  LEVELING  
 AJ2638  ___________________________________________________________________
 AJ2638  X           -      -1,986.299 (meters)                     COMP
 AJ2638  Y           -  -5,226,046.654 (meters)                     COMP
 AJ2638  Z           -   3,644,192.836 (meters)                     COMP
 AJ2638  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ2638  ELLIP HEIGHT-          45.33  (meters)          (04/26/01) GPS OBS
 AJ2638  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2638
 AJ2638  HORZ ORDER  -  FIRST
 AJ2638  VERT ORDER  -  THIRD ?
 AJ2638  ELLP ORDER  -  FOURTH    CLASS I
 AJ2638
 AJ2638.The horizontal coordinates were established by GPS observations
 AJ2638.and adjusted by the National Geodetic Survey in April 2001..
 AJ2638
 AJ2638.The orthometric height was determined by differential leveling.
 AJ2638.The vertical network tie was performed by a horz. field party for horz.
 AJ2638.obs reductions. Reset procedures were used to establish the elevation.
 AJ2638
 AJ2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2638
 AJ2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2638
 AJ2638.The ellipsoidal height was determined by GPS observations
 AJ2638.and is referenced to NAD 83.
 AJ2638
 AJ2638.The geoid height was determined by GEOID03.
 AJ2638
 AJ2638;                    North         East     Units Scale Factor Converg.
 AJ2638;SPC TN       -    89,198.942   233,259.140   MT  1.00003679   -2 21 16.2
 AJ2638;SPC TN       -   292,646.86    765,284.36   sFT  1.00003679   -2 21 16.2
 AJ2638;UTM  15      - 3,884,791.636   771,580.182   MT  1.00050910   +1 42 44.1
 AJ2638;UTM  16      - 3,884,911.266   224,446.974   MT  1.00053590   -1 44 14.3
 AJ2638
 AJ2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2638!SPC TN       -   0.99999288  x   1.00003679  =   1.00002967
 AJ2638!UTM  15      -   0.99999288  x   1.00050910  =   1.00050198
 AJ2638!UTM  16      -   0.99999288  x   1.00053590  =   1.00052878
 AJ2638
 AJ2638                          SUPERSEDED SURVEY CONTROL
 AJ2638
 AJ2638.No superseded survey control is available for this station.
 AJ2638
 AJ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7158084792(NAD 83)
 AJ2638_MARKER: DD = SURVEY DISK
 AJ2638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2638+WITH SETTING: INFORMATION.
 AJ2638_STAMPING: 123
 AJ2638_MARK LOGO: MLGW  
 AJ2638_PROJECTION: FLUSH
 AJ2638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2638+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2638_ROD/PIPE-DEPTH:  0.8 meters
 AJ2638
 AJ2638  HISTORY     - Date     Condition        Report By
 AJ2638  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2638
 AJ2638                          STATION DESCRIPTION
 AJ2638
 AJ2638'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2638'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2638'MILES (3.22 KM) WEST OF THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 AJ2638'WHITEHAVEN COMMUNITY.
 AJ2638'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE I-240 (I-240)
 AJ2638'AND ELVIS PRESLEY BLVD.  (HWY 51) , PROCEED SOUTH ON ELVIS PRESLEY
 AJ2638'BLVD.  APPROXIMATELY 0.10 MILES (0.16 KM) TO A HIGH RISE POWER LINE.
 AJ2638'THE STATION IS ON THE RIGHT.
 AJ2638'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2638'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2638'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 1000.00
 AJ2638'FEET (304.80 M) SOUTH OF I-240, 158.00 FEET (48.16 M) NORTH OF THE
 AJ2638'NORTH END OF A BRIDGE, BRIDGE NO.  79-3-5.11, OVER A DRAINAGE DITCH,
 AJ2638'28.00 FEET (8.53 M) NORTH OF A HIGH RISE POWER LINE, 15.80 FEET (4.82
 AJ2638'M) NORTHWEST OF THE SOUTH END OF THE CONCRETE SIDEWALK ON THE WEST
 AJ2638'SIDE OF ELVIS PRESLEY BLVD., 9.00 FEET (2.74 M) WEST OF THE WEST
 AJ2638'CURBLINE OF ELVIS PRESLEY BLVD.  THE STATION IS GUARDED BY A YELLOW
 AJ2638'CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0980 ***********************************************************************
 GB0980  DESIGNATION -  1233.3
 GB0980  PID         -  GB0980
 GB0980  STATE/COUNTY-  TN/MORGAN
 GB0980  USGS QUAD   -  RUGBY (1984)
 GB0980
 GB0980                         *CURRENT SURVEY CONTROL
 GB0980  ___________________________________________________________________
 GB0980* NAD 83(1986)-  36 21 04.     (N)    084 43 49.     (W)     SCALED    
 GB0980* NAVD 88     -       375.701  (meters)    1232.61   (feet)  ADJUSTED  
 GB0980  ___________________________________________________________________
 GB0980  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0980  DYNAMIC HT  -         375.377 (meters)    1231.55  (feet)  COMP
 GB0980  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GB0980
 GB0980  VERT ORDER  -  SECOND    CLASS 0
 GB0980
 GB0980.The horizontal coordinates were scaled from a topographic map and have
 GB0980.an estimated accuracy of +/- 6 seconds.
 GB0980
 GB0980.The orthometric height was determined by differential leveling
 GB0980.and adjusted by the National Geodetic Survey in June 1991..
 GB0980
 GB0980.The geoid height was determined by GEOID03.
 GB0980
 GB0980.The dynamic height is computed by dividing the NAVD 88
 GB0980.geopotential number by the normal gravity value computed on the
 GB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0980.degrees latitude (g = 980.6199 gals.).
 GB0980
 GB0980.The modeled gravity was interpolated from observed gravity values.
 GB0980
 GB0980;                    North         East    Units  Estimated Accuracy
 GB0980;SPC TN       -   224,610.      713,970.      MT  (+/- 180 meters Scaled)
 GB0980
 GB0980                          SUPERSEDED SURVEY CONTROL
 GB0980
 GB0980  NGVD 29 (??/??/92)  375.817  (m)         1232.99   (f) ADJ UNCH    2 0
 GB0980
 GB0980.Superseded values are not recommended for survey control.
 GB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0980.See file dsdata.txt to determine how the superseded data were derived.
 GB0980
 GB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF036252(NAD 83)
 GB0980_MARKER: H = DRILL HOLE
 GB0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0980_SP_SET: WINGWALL CAPSTONE
 GB0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0980
 GB0980  HISTORY     - Date     Condition        Report By
 GB0980  HISTORY     - UNK      MONUMENTED       CGS
 GB0980  HISTORY     - 1934     GOOD             NGS
 GB0980
 GB0980                          STATION DESCRIPTION
 GB0980
 GB0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0980'9.7 MI E FROM ALLARDT.
 GB0980'IN MORGAN COUNTY, 9.7 MILES EAST ALONG STATE HIGHWAY 52 FROM
 GB0980'ALLARDT, FENTRESS COUNTY, AT THE SOUTH END OF THE SOUTHEAST
 GB0980'WINGWALL OF THE BRIDGE OVER CLEAR CREEK, IN THE TOP OF THE
 GB0980'SANDSTONE CAPSTONE, AND 6 INCHES FROM EACH EDGE.  A HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2639 ***********************************************************************
 AJ2639  DESIGNATION -  124
 AJ2639  PID         -  AJ2639
 AJ2639  STATE/COUNTY-  TN/SHELBY
 AJ2639  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2639
 AJ2639                         *CURRENT SURVEY CONTROL
 AJ2639  ___________________________________________________________________
 AJ2639* NAD 83(1995)-  35 04 50.14800(N)    090 03 25.98555(W)     ADJUSTED  
 AJ2639* NAVD 88     -        71.94   (meters)     236.0    (feet)  LEVELING  
 AJ2639  ___________________________________________________________________
 AJ2639  X           -      -5,218.254 (meters)                     COMP
 AJ2639  Y           -  -5,225,326.966 (meters)                     COMP
 AJ2639  Z           -   3,645,213.392 (meters)                     COMP
 AJ2639  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AJ2639  ELLIP HEIGHT-          44.62  (meters)          (04/26/01) GPS OBS
 AJ2639  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2639
 AJ2639  HORZ ORDER  -  FIRST
 AJ2639  VERT ORDER  -  THIRD ?
 AJ2639  ELLP ORDER  -  FOURTH    CLASS I
 AJ2639
 AJ2639.The horizontal coordinates were established by GPS observations
 AJ2639.and adjusted by the National Geodetic Survey in April 2001..
 AJ2639
 AJ2639.The orthometric height was determined by differential leveling.
 AJ2639.The vertical network tie was performed by a horz. field party for horz.
 AJ2639.obs reductions. Reset procedures were used to establish the elevation.
 AJ2639
 AJ2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2639
 AJ2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2639
 AJ2639.The ellipsoidal height was determined by GPS observations
 AJ2639.and is referenced to NAD 83.
 AJ2639
 AJ2639.The geoid height was determined by GEOID03.
 AJ2639
 AJ2639;                    North         East     Units Scale Factor Converg.
 AJ2639;SPC TN       -    90,578.812   230,080.828   MT  1.00003421   -2 22 30.9
 AJ2639;SPC TN       -   297,173.99    754,856.85   sFT  1.00003421   -2 22 30.9
 AJ2639;UTM  15      - 3,885,943.139   768,310.494   MT  1.00048734   +1 41 32.3
 AJ2639;UTM  16      - 3,886,257.511   221,252.351   MT  1.00055772   -1 45 29.5
 AJ2639
 AJ2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2639!SPC TN       -   0.99999300  x   1.00003421  =   1.00002721
 AJ2639!UTM  15      -   0.99999300  x   1.00048734  =   1.00048033
 AJ2639!UTM  16      -   0.99999300  x   1.00055772  =   1.00055071
 AJ2639
 AJ2639                          SUPERSEDED SURVEY CONTROL
 AJ2639
 AJ2639.No superseded survey control is available for this station.
 AJ2639
 AJ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6831085943(NAD 83)
 AJ2639_MARKER: DD = SURVEY DISK
 AJ2639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2639+WITH SETTING: INFORMATION.
 AJ2639_STAMPING: 124
 AJ2639_MARK LOGO: MLGW  
 AJ2639_PROJECTION: FLUSH
 AJ2639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2639+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 AJ2639_ROD/PIPE-DEPTH:  0.8 meters
 AJ2639
 AJ2639  HISTORY     - Date     Condition        Report By
 AJ2639  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2639  HISTORY     - 20030829 GOOD             TN1620
 AJ2639
 AJ2639                          STATION DESCRIPTION
 AJ2639
 AJ2639'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2639'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY AT INTERSTATE 55
 AJ2639'(I-55) AND SOUTH THIRD STREET (HWY 61) .
 AJ2639'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND HIGHWAY 61 GO
 AJ2639'NORTH ON HIGHWAY 61 APPROXIMATELY 0.10 MILES (0.16 KM) TO THE WEST
 AJ2639'BOUND (I-55) OFF RAMP TO GO NORTH ON HIGHWAY 61.  THE STATION IS ON
 AJ2639'THE RIGHT.
 AJ2639'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2639'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2639'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 93.50 FEET (28.50 M)
 AJ2639'SOUTHEAST OF THE NORTHWEST CORNER OF A GRASS AREA, 52.30 FEET (15.94
 AJ2639'M) SOUTHWEST OF THE NORTHWEST END OF A METAL GUARD RAIL ON THE EAST
 AJ2639'SIDE OF THE OFF RAMP, 46.00 FEET (14.02 M) NORTHWEST OF A METAL LIGHT
 AJ2639'POLE NO.  255673, 14.80 FEET (4.51 M) EAST OF THE EAST CURBLINE OF
 AJ2639'THIRD STREET.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2639
 AJ2639                          STATION RECOVERY (2003)
 AJ2639
 AJ2639'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2640 ***********************************************************************
 AJ2640  DESIGNATION -  125
 AJ2640  PID         -  AJ2640
 AJ2640  STATE/COUNTY-  TN/SHELBY
 AJ2640  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2640
 AJ2640                         *CURRENT SURVEY CONTROL
 AJ2640  ___________________________________________________________________
 AJ2640* NAD 83(1995)-  35 04 38.96910(N)    090 05 29.75874(W)     ADJUSTED  
 AJ2640* NAVD 88     -        72.85   (meters)     239.0    (feet)  LEVELING  
 AJ2640  ___________________________________________________________________
 AJ2640  X           -      -8,354.130 (meters)                     COMP
 AJ2640  Y           -  -5,225,521.684 (meters)                     COMP
 AJ2640  Z           -   3,644,932.026 (meters)                     COMP
 AJ2640  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2640  ELLIP HEIGHT-          45.60  (meters)          (04/26/01) GPS OBS
 AJ2640  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2640
 AJ2640  HORZ ORDER  -  FIRST
 AJ2640  VERT ORDER  -  THIRD ?
 AJ2640  ELLP ORDER  -  FOURTH    CLASS I
 AJ2640
 AJ2640.The horizontal coordinates were established by GPS observations
 AJ2640.and adjusted by the National Geodetic Survey in April 2001..
 AJ2640
 AJ2640.The orthometric height was determined by differential leveling.
 AJ2640.The vertical network tie was performed by a horz. field party for horz.
 AJ2640.obs reductions. Reset procedures were used to establish the elevation.
 AJ2640
 AJ2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2640
 AJ2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2640
 AJ2640.The ellipsoidal height was determined by GPS observations
 AJ2640.and is referenced to NAD 83.
 AJ2640
 AJ2640.The geoid height was determined by GEOID03.
 AJ2640
 AJ2640;                    North         East     Units Scale Factor Converg.
 AJ2640;SPC TN       -    90,365.103   226,933.500   MT  1.00003492   -2 23 43.4
 AJ2640;SPC TN       -   296,472.84    744,530.99   sFT  1.00003492   -2 23 43.4
 AJ2640;UTM  15      - 3,885,506.521   765,184.872   MT  1.00046678   +1 40 20.6
 AJ2640
 AJ2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2640!SPC TN       -   0.99999284  x   1.00003492  =   1.00002776
 AJ2640!UTM  15      -   0.99999284  x   1.00046678  =   1.00045962
 AJ2640
 AJ2640                          SUPERSEDED SURVEY CONTROL
 AJ2640
 AJ2640.No superseded survey control is available for this station.
 AJ2640
 AJ2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6518585507(NAD 83)
 AJ2640_MARKER: DD = SURVEY DISK
 AJ2640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2640+WITH SETTING: INFORMATION.
 AJ2640_STAMPING: 125
 AJ2640_MARK LOGO: MLGW  
 AJ2640_PROJECTION: FLUSH
 AJ2640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2640+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2640_ROD/PIPE-DEPTH:  0.8 meters
 AJ2640
 AJ2640  HISTORY     - Date     Condition        Report By
 AJ2640  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2640  HISTORY     - 20030513 GOOD             TN1620
 AJ2640
 AJ2640                          STATION DESCRIPTION
 AJ2640
 AJ2640'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2640'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.20
 AJ2640'MILES (0.32 KM) SOUTHWEST OF MAPCO REFINERY AND EAST OF MCKELLAR LAKE.
 AJ2640'TO REACH THE STATION FROM THE INTERSECTION OF THE INTERSTATE 55 (I-55)
 AJ2640'OVERPASS AND RIVERPORT ROAD, GO SOUTHWEST ON RIVERPORT ROAD
 AJ2640'APPROXIMATELY 0.60 MILE (0.97 KM) TO INTERSECTION, TURN RIGHT AND GO
 AJ2640'WEST ON NORTH RIVERGATE ROAD FOR APPROXIMATELY 0.70 MILES (1.13 KM) TO
 AJ2640'THE STATION ON THE LEFT.
 AJ2640'THE STATION IS A STAINLESS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2640'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2640'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 129.60 FEET (39.50 M)
 AJ2640'EAST OF A FIRE HYDRANT, 4.70 FEET (1.43 M) EAST OF THE WEST END OF THE
 AJ2640'SOUTH CURB, 2.50 FEET (0.76 M) SOUTH OF THE SOUTH CURBLINE.  THE CAP
 AJ2640'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2640
 AJ2640                          STATION RECOVERY (2003)
 AJ2640
 AJ2640'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2641 ***********************************************************************
 AJ2641  DESIGNATION -  126
 AJ2641  PID         -  AJ2641
 AJ2641  STATE/COUNTY-  TN/SHELBY
 AJ2641  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2641
 AJ2641                         *CURRENT SURVEY CONTROL
 AJ2641  ___________________________________________________________________
 AJ2641* NAD 83(1995)-  35 05 02.20010(N)    090 08 06.28199(W)     ADJUSTED  
 AJ2641* NAVD 88     -        72.72   (meters)     238.6    (feet)  LEVELING  
 AJ2641  ___________________________________________________________________
 AJ2641  X           -     -12,318.523 (meters)                     COMP
 AJ2641  Y           -  -5,225,102.307 (meters)                     COMP
 AJ2641  Z           -   3,645,517.843 (meters)                     COMP
 AJ2641  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2641  ELLIP HEIGHT-          45.51  (meters)          (04/26/01) GPS OBS
 AJ2641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ2641
 AJ2641  HORZ ORDER  -  FIRST
 AJ2641  VERT ORDER  -  THIRD ?
 AJ2641  ELLP ORDER  -  FOURTH    CLASS I
 AJ2641
 AJ2641.The horizontal coordinates were established by GPS observations
 AJ2641.and adjusted by the National Geodetic Survey in April 2001..
 AJ2641
 AJ2641.The orthometric height was determined by differential leveling.
 AJ2641.The vertical network tie was performed by a horz. field party for horz.
 AJ2641.obs reductions. Reset procedures were used to establish the elevation.
 AJ2641
 AJ2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2641
 AJ2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2641
 AJ2641.The ellipsoidal height was determined by GPS observations
 AJ2641.and is referenced to NAD 83.
 AJ2641
 AJ2641.The geoid height was determined by GEOID03.
 AJ2641
 AJ2641;                    North         East     Units Scale Factor Converg.
 AJ2641;SPC TN       -    91,247.022   223,001.761   MT  1.00003345   -2 25 15.0
 AJ2641;SPC TN       -   299,366.27    731,631.61   sFT  1.00003345   -2 25 15.0
 AJ2641;UTM  15      - 3,886,107.543   761,198.801   MT  1.00044091   +1 38 51.4
 AJ2641
 AJ2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2641!SPC TN       -   0.99999286  x   1.00003345  =   1.00002631
 AJ2641!UTM  15      -   0.99999286  x   1.00044091  =   1.00043376
 AJ2641
 AJ2641                          SUPERSEDED SURVEY CONTROL
 AJ2641
 AJ2641.No superseded survey control is available for this station.
 AJ2641
 AJ2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6119986108(NAD 83)
 AJ2641_MARKER: DD = SURVEY DISK
 AJ2641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2641+WITH SETTING: INFORMATION.
 AJ2641_STAMPING: 126
 AJ2641_MARK LOGO: MLGW  
 AJ2641_PROJECTION: FLUSH
 AJ2641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2641+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2641_ROD/PIPE-DEPTH:  0.8 meters
 AJ2641
 AJ2641  HISTORY     - Date     Condition        Report By
 AJ2641  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2641
 AJ2641                          STATION DESCRIPTION
 AJ2641
 AJ2641'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2641'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY ON PRESIDENTS
 AJ2641'ISLAND.
 AJ2641'TO REACH THE STATION FROM THE INTERSECTION OF JACK CARLEY CAUSEWAY AND
 AJ2641'CHANNEL AVENUE, PROCEED WEST ON CHANNEL AVENUE FOR APPROXIMATELY 3.60
 AJ2641'MILES (5.79 KM) TO BUOY STREET.  THE STATION IS ON THE RIGHT.
 AJ2641'THE STATION IS A STAINLESS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2641'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2641'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 71.50 FEET (21.79 M)
 AJ2641'EAST OF A WOOD POWER POLE NO.  185468, 54.70 FEET (16.67 M) WEST OF
 AJ2641'THE CENTERLINE OF BUOY STREET, 31.20 FEET (9.51 M) NORTH OF THE
 AJ2641'CENTERLINE OF CHANNEL AVENUE, 5.70 FEET (1.74 M) SOUTH OF THE SOUTH
 AJ2641'CURBLINE OF A PARKING AREA FOR CARGILL FOODS.  THE STATION IS GUARDED
 AJ2641'BY TWO YELLOW CARSONITE MARKERS.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2641'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1860 ***********************************************************************
 GA1860  DESIGNATION -  1275
 GA1860  PID         -  GA1860
 GA1860  STATE/COUNTY-  TN/HAMBLEN
 GA1860  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1860
 GA1860                         *CURRENT SURVEY CONTROL
 GA1860  ___________________________________________________________________
 GA1860* NAD 83(1986)-  36 15 14.     (N)    083 11 25.     (W)     SCALED    
 GA1860* NAVD 88     -       388.131  (meters)    1273.39   (feet)  ADJUSTED  
 GA1860  ___________________________________________________________________
 GA1860  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1860  DYNAMIC HT  -         387.778 (meters)    1272.23  (feet)  COMP
 GA1860  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GA1860
 GA1860  VERT ORDER  -  FIRST     CLASS I
 GA1860
 GA1860.The horizontal coordinates were scaled from a topographic map and have
 GA1860.an estimated accuracy of +/- 6 seconds.
 GA1860
 GA1860.The orthometric height was determined by differential leveling
 GA1860.and adjusted by the National Geodetic Survey in June 1991..
 GA1860
 GA1860.The geoid height was determined by GEOID03.
 GA1860
 GA1860.The dynamic height is computed by dividing the NAVD 88
 GA1860.geopotential number by the normal gravity value computed on the
 GA1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1860.degrees latitude (g = 980.6199 gals.).
 GA1860
 GA1860.The modeled gravity was interpolated from observed gravity values.
 GA1860
 GA1860;                    North         East    Units  Estimated Accuracy
 GA1860;SPC TN       -   216,710.      852,480.      MT  (+/- 180 meters Scaled)
 GA1860
 GA1860                          SUPERSEDED SURVEY CONTROL
 GA1860
 GA1860  NGVD 29 (??/??/92)  388.274  (m)         1273.86   (f) ADJ UNCH    1 1
 GA1860
 GA1860.Superseded values are not recommended for survey control.
 GA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1860.See file dsdata.txt to determine how the superseded data were derived.
 GA1860
 GA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA032143(NAD 83)
 GA1860_MARKER: DD = SURVEY DISK
 GA1860_SETTING: 66 = SET IN ROCK OUTCROP
 GA1860_SP_SET: ROCK OUTCROP
 GA1860_STAMPING: 1275 ASH
 GA1860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1860+STABILITY: POSITION/ELEVATION WELL
 GA1860
 GA1860  HISTORY     - Date     Condition        Report By
 GA1860  HISTORY     - UNK      MONUMENTED       USGS
 GA1860  HISTORY     - 1967     GOOD             NGS
 GA1860
 GA1860                          STATION DESCRIPTION
 GA1860
 GA1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1860'0.5 MI SE FROM RUSSELLVILLE.
 GA1860'ABOUT 0.25 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST
 GA1860'OFFICE AT RUSSELLVILLE, THENCE 0.25 MILE NORTHEAST ALONG THE
 GA1860'SOUTHERN RAILWAY COMPANY RAILROAD, 0.1 MILE NORTHWEST OF A
 GA1860'LARGE BARN, 185 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1860'MAIN TRACK, SET IN THE TOP OF THE NORTHWEST END OF A ROCK
 GA1860'OUTCROP WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND,
 GA1860'195 FEET NORTHEAST OF A 28-INCH TREE, 72 1/2 FEET SOUTHEAST
 GA1860'OF A 54-INCH TREE, 36 FEET NORTHEAST OF THE CENTER OF THE
 GA1860'JUNCTION OF TWO PRIVATE DIRT ROADS, ABOUT 3 1/2 FEET BELOW
 GA1860'THE LEVEL OF THE PRIVATE ROADS, AND ABOUT 15 FEET ABOVE THE
 GA1860'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2295 ***********************************************************************
 GA2295  DESIGNATION -  1278
 GA2295  PID         -  GA2295
 GA2295  STATE/COUNTY-  TN/GRAINGER
 GA2295  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2295
 GA2295                         *CURRENT SURVEY CONTROL
 GA2295  ___________________________________________________________________
 GA2295* NAD 83(1986)-  36 18 45.     (N)    083 36 13.     (W)     SCALED    
 GA2295* NAVD 88     -       389.406  (meters)    1277.58   (feet)  ADJUSTED  
 GA2295  ___________________________________________________________________
 GA2295  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2295  DYNAMIC HT  -         389.051 (meters)    1276.41  (feet)  COMP
 GA2295  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2295
 GA2295  VERT ORDER  -  SECOND    CLASS 0
 GA2295
 GA2295.The horizontal coordinates were scaled from a topographic map and have
 GA2295.an estimated accuracy of +/- 6 seconds.
 GA2295
 GA2295.The orthometric height was determined by differential leveling
 GA2295.and adjusted by the National Geodetic Survey in June 1991..
 GA2295
 GA2295.The geoid height was determined by GEOID03.
 GA2295
 GA2295.The dynamic height is computed by dividing the NAVD 88
 GA2295.geopotential number by the normal gravity value computed on the
 GA2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2295.degrees latitude (g = 980.6199 gals.).
 GA2295
 GA2295.The modeled gravity was interpolated from observed gravity values.
 GA2295
 GA2295;                    North         East    Units  Estimated Accuracy
 GA2295;SPC TN       -   222,220.      815,190.      MT  (+/- 180 meters Scaled)
 GA2295
 GA2295                          SUPERSEDED SURVEY CONTROL
 GA2295
 GA2295  NGVD 29 (??/??/92)  389.468  (m)         1277.78   (f) ADJ UNCH    2 0
 GA2295
 GA2295.Superseded values are not recommended for survey control.
 GA2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2295.See file dsdata.txt to determine how the superseded data were derived.
 GA2295
 GA2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA662217(NAD 83)
 GA2295_MARKER: DD = SURVEY DISK
 GA2295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2295_SP_SET: STONE BLOCK
 GA2295_STAMPING: 1278 LEXINGTON
 GA2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2295
 GA2295  HISTORY     - Date     Condition        Report By
 GA2295  HISTORY     - UNK      MONUMENTED       USGS
 GA2295  HISTORY     - 1950     GOOD             NGS
 GA2295
 GA2295                          STATION DESCRIPTION
 GA2295
 GA2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2295'1.8 MI N FROM WASHBURN.
 GA2295'1.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2295'WASHBURN, GRAINGER COUNTY, 600 FEET NORTH OF A T-ROAD INTERSECTION,
 GA2295'445 FEET EAST OF MILEPOST 34, 172 FEET EAST OF A PRIVATE-ROAD
 GA2295'CROSSING, 3.5 FEET SOUTHWEST OF BENCH MARK RV 47 (S. RY.)
 GA2295'DESCRIBED BELOW, 10.5 FEET SOUTHEAST OF A NAIL AND BOTTLE CAP
 GA2295'IN AN 8-INCH SYCAMORE TREE (A FORK OF A 24-INCH SYCAMORE),
 GA2295'7.7 FEET SOUTH OF A NAIL AND BOTTLE CAP IN A 10-INCH ELM TREE,
 GA2295'IN A DITCH MADE BY A 2- BY 2-FOOT CONCRETE-BOX CULVERT, 1.6
 GA2295'FEET NORTHEAST OF THE CENTER OF THE DRAIN, 18 FEET NORTH OF THE
 GA2295'CENTERLINE OF THE MAIN TRACK, IN THE TOP OF AN 18- BY 18-INCH
 GA2295'STONE BLOCK, ABOUT 7 FEET LOWER THAN THE RAIL, AND 1.8 FEET
 GA2295'ABOVE THE BOTTOM OF THE DITCH.  A UNITED STATES GEOLOGICAL
 GA2295'SURVEY STANDARD DISK, STAMPED 1278 LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1893 ***********************************************************************
 GA1893  DESIGNATION -  1294
 GA1893  PID         -  GA1893
 GA1893  STATE/COUNTY-  TN/HAWKINS
 GA1893  USGS QUAD   -  CAMELOT (1976)
 GA1893
 GA1893                         *CURRENT SURVEY CONTROL
 GA1893  ___________________________________________________________________
 GA1893* NAD 83(1986)-  36 24 22.     (N)    083 00 24.     (W)     SCALED    
 GA1893* NAVD 88     -       393.729  (meters)    1291.76   (feet)  ADJUSTED  
 GA1893  ___________________________________________________________________
 GA1893  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1893  DYNAMIC HT  -         393.370 (meters)    1290.58  (feet)  COMP
 GA1893  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA1893
 GA1893  VERT ORDER  -  SECOND    CLASS 0
 GA1893
 GA1893.The horizontal coordinates were scaled from a topographic map and have
 GA1893.an estimated accuracy of +/- 6 seconds.
 GA1893
 GA1893.The orthometric height was determined by differential leveling
 GA1893.and adjusted by the National Geodetic Survey in June 1991..
 GA1893
 GA1893.The geoid height was determined by GEOID03.
 GA1893
 GA1893.The dynamic height is computed by dividing the NAVD 88
 GA1893.geopotential number by the normal gravity value computed on the
 GA1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1893.degrees latitude (g = 980.6199 gals.).
 GA1893
 GA1893.The modeled gravity was interpolated from observed gravity values.
 GA1893
 GA1893;                    North         East    Units  Estimated Accuracy
 GA1893;SPC TN       -   234,080.      868,460.      MT  (+/- 180 meters Scaled)
 GA1893
 GA1893                          SUPERSEDED SURVEY CONTROL
 GA1893
 GA1893  NGVD 29 (??/??/92)  393.879  (m)         1292.25   (f) ADJ UNCH    2 0
 GA1893
 GA1893.Superseded values are not recommended for survey control.
 GA1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1893.See file dsdata.txt to determine how the superseded data were derived.
 GA1893
 GA1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200308(NAD 83)
 GA1893_MARKER: DD = SURVEY DISK
 GA1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1893_SP_SET: BUILDING
 GA1893_STAMPING: 1294 TENN M 27 28
 GA1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1893
 GA1893  HISTORY     - Date     Condition        Report By
 GA1893  HISTORY     - UNK      MONUMENTED       USGS
 GA1893  HISTORY     - 1949     GOOD             NGS
 GA1893
 GA1893                          STATION DESCRIPTION
 GA1893
 GA1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1893'AT ROGERSVILLE.
 GA1893'AT ROGERSVILLE, AT THE CITIZENS UNION BANK, IN THE EAST PORTAL
 GA1893'OF THE SOUTHWEST ENTRANCE, AND 3 FEET ABOVE THE SIDEWALK.  A
 GA1893'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1294 TENN
 GA1893'M 27 28 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2562 ***********************************************************************
 AJ2562  DESIGNATION -  13
 AJ2562  PID         -  AJ2562
 AJ2562  STATE/COUNTY-  TN/SHELBY
 AJ2562  USGS QUAD   -  MILLINGTON (1997)
 AJ2562
 AJ2562                         *CURRENT SURVEY CONTROL
 AJ2562  ___________________________________________________________________
 AJ2562* NAD 83(1995)-  35 21 44.62805(N)    089 53 26.53544(W)     ADJUSTED  
 AJ2562* NAVD 88     -        86.6    (meters)     284.     (feet)  GPS OBS   
 AJ2562  ___________________________________________________________________
 AJ2562  X           -       9,933.303 (meters)                     COMP
 AJ2562  Y           -  -5,207,300.697 (meters)                     COMP
 AJ2562  Z           -   3,670,762.671 (meters)                     COMP
 AJ2562  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AJ2562  ELLIP HEIGHT-          59.32  (meters)          (04/26/01) GPS OBS
 AJ2562  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2562
 AJ2562  HORZ ORDER  -  FIRST
 AJ2562  ELLP ORDER  -  FOURTH    CLASS I
 AJ2562
 AJ2562.The horizontal coordinates were established by GPS observations
 AJ2562.and adjusted by the National Geodetic Survey in April 2001..
 AJ2562
 AJ2562.The orthometric height was determined by GPS observations and a
 AJ2562.high-resolution geoid model.
 AJ2562
 AJ2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2562
 AJ2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2562
 AJ2562.The ellipsoidal height was determined by GPS observations
 AJ2562.and is referenced to NAD 83.
 AJ2562
 AJ2562.The geoid height was determined by GEOID03.
 AJ2562
 AJ2562;                    North         East     Units Scale Factor Converg.
 AJ2562;SPC TN       -   121,202.025   246,497.236   MT  0.99998207   -2 16 40.0
 AJ2562;SPC TN       -   397,643.64    808,716.35   sFT  0.99998207   -2 16 40.0
 AJ2562;UTM  16      - 3,917,069.170   237,349.629   MT  1.00045023   -1 40 26.2
 AJ2562
 AJ2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2562!SPC TN       -   0.99999069  x   0.99998207  =   0.99997276
 AJ2562!UTM  16      -   0.99999069  x   1.00045023  =   1.00044091
 AJ2562
 AJ2562                          SUPERSEDED SURVEY CONTROL
 AJ2562
 AJ2562.No superseded survey control is available for this station.
 AJ2562
 AJ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3735017069(NAD 83)
 AJ2562_MARKER: DD = SURVEY DISK
 AJ2562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2562+WITH SETTING: INFORMATION.
 AJ2562_STAMPING: 013
 AJ2562_MARK LOGO: MLGW  
 AJ2562_PROJECTION: FLUSH
 AJ2562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2562+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2562_ROD/PIPE-DEPTH:  0.8 meters
 AJ2562
 AJ2562  HISTORY     - Date     Condition        Report By
 AJ2562  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2562
 AJ2562                          STATION DESCRIPTION
 AJ2562
 AJ2562'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2562'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY IN MILLINGTON
 AJ2562'TENNESSEE.
 AJ2562'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2562'NAVY ROAD IN MILLINGTON, PROCEED NORTH ON HIGHWAY 51 APPROXIMATELY
 AJ2562'1.82 MILE (2.93 KM) TO WEST UNION ROAD.  THE STATION IS ON THE LEFT.
 AJ2562'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2562'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2562'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2562'SEPERATING NORTH-SOUTH BOUND LANES OF HIGHWAY 51, 161.00 FEET (49.07
 AJ2562'M) SOUTHWEST OF A WOOD POWER POLE WITH NO NO.,160.00 FEET SOUTHWEST OF
 AJ2562'A FIRE HYDRANT ON THE EAST SIDE OF HIGHWAY 51, 132.80 FEET (40.48 M)
 AJ2562'SOUTHEAST OF A WOOD POWER POLE NO 12820, 110.60 FEET (33.71 M)
 AJ2562'NORTHWEST OF A WOOD POWER POLE ON THE EAST SIDE OF HIGHWAY 51, 107.00
 AJ2562'FEET (32.61 M) SOUTH OF THE CENTERLINE OF WEST UNION ROAD, 13.40 FEET
 AJ2562'(4.08 M) EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTH BOUND LANE.
 AJ2562'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2680 ***********************************************************************
 GA2680  DESIGNATION -  1303
 GA2680  PID         -  GA2680
 GA2680  STATE/COUNTY-  TN/CLAIBORNE
 GA2680  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2680
 GA2680                         *CURRENT SURVEY CONTROL
 GA2680  ___________________________________________________________________
 GA2680* NAD 83(1986)-  36 35 53.     (N)    083 40 13.     (W)     SCALED    
 GA2680* NAVD 88     -       397.231  (meters)    1303.25   (feet)  ADJUSTED  
 GA2680  ___________________________________________________________________
 GA2680  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2680  DYNAMIC HT  -         396.883 (meters)    1302.11  (feet)  COMP
 GA2680  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA2680
 GA2680  VERT ORDER  -  SECOND    CLASS 0
 GA2680
 GA2680.The horizontal coordinates were scaled from a topographic map and have
 GA2680.an estimated accuracy of +/- 6 seconds.
 GA2680
 GA2680.The orthometric height was determined by differential leveling
 GA2680.and adjusted by the National Geodetic Survey in June 1991..
 GA2680
 GA2680.The geoid height was determined by GEOID03.
 GA2680
 GA2680.The dynamic height is computed by dividing the NAVD 88
 GA2680.geopotential number by the normal gravity value computed on the
 GA2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2680.degrees latitude (g = 980.6199 gals.).
 GA2680
 GA2680.The modeled gravity was interpolated from observed gravity values.
 GA2680
 GA2680;                    North         East    Units  Estimated Accuracy
 GA2680;SPC TN       -   253,760.      808,450.      MT  (+/- 180 meters Scaled)
 GA2680
 GA2680                          SUPERSEDED SURVEY CONTROL
 GA2680
 GA2680  NGVD 29 (??/??/92)  397.370  (m)         1303.70   (f) ADJ UNCH    2 0
 GA2680
 GA2680.Superseded values are not recommended for survey control.
 GA2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2680.See file dsdata.txt to determine how the superseded data were derived.
 GA2680
 GA2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA611536(NAD 83)
 GA2680_MARKER: DD = SURVEY DISK
 GA2680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2680_SP_SET: BRIDGE
 GA2680_STAMPING: 1303.705
 GA2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2680
 GA2680  HISTORY     - Date     Condition        Report By
 GA2680  HISTORY     - UNK      MONUMENTED       USGS
 GA2680  HISTORY     - 1957     POOR             NGS
 GA2680
 GA2680                          STATION DESCRIPTION
 GA2680
 GA2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2680'AT CUMBERLAND GAP.
 GA2680'AT CUMBERLAND GAP, CLAIBORNE COUNTY, TENNESSEE, 18 RAILS SOUTH OF
 GA2680'THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT BRIDGE 31, IN
 GA2680'THE TOP OF THE BRIDGE SEAT OF THE NORTH STONE ABUTMENT, 2 FEET
 GA2680'FROM THE WEST END AND SOUTH FACES OF THE STONE, 20 FEET WEST
 GA2680'OF THE CENTERLINE OF THE WEST TRACK, AND ABOUT 8 FEET LOWER THAN
 GA2680'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2361 ***********************************************************************
 GA2361  DESIGNATION -  1309
 GA2361  PID         -  GA2361
 GA2361  STATE/COUNTY-  TN/KNOX
 GA2361  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2361
 GA2361                         *CURRENT SURVEY CONTROL
 GA2361  ___________________________________________________________________
 GA2361* NAD 83(1986)-  36 00 11.     (N)    083 57 25.     (W)     SCALED    
 GA2361* NAVD 88     -       310.342  (meters)    1018.18   (feet)  POSTED    
 GA2361  ___________________________________________________________________
 GA2361  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2361  DYNAMIC HT  -         310.050 (meters)    1017.22  (feet)  COMP
 GA2361  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA2361
 GA2361  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA2361
 GA2361.The horizontal coordinates were scaled from a topographic map and have
 GA2361.an estimated accuracy of +/- 6 seconds.
 GA2361
 GA2361.The orthometric height was determined by differential leveling
 GA2361.and adjusted by the National Geodetic Survey in 1992..
 GA2361.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA2361.rate greater than 8.0 mm/km.
 GA2361
 GA2361.The geoid height was determined by GEOID03.
 GA2361
 GA2361.The dynamic height is computed by dividing the NAVD 88
 GA2361.geopotential number by the normal gravity value computed on the
 GA2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2361.degrees latitude (g = 980.6199 gals.).
 GA2361
 GA2361.The modeled gravity was interpolated from observed gravity values.
 GA2361
 GA2361;                    North         East    Units  Estimated Accuracy
 GA2361;SPC TN       -   187,180.      784,180.      MT  (+/- 180 meters Scaled)
 GA2361
 GA2361                          SUPERSEDED SURVEY CONTROL
 GA2361
 GA2361  NGVD 29 (??/??/92)  310.468  (m)         1018.59   (f) ADJ UNCH    1 2
 GA2361
 GA2361.Superseded values are not recommended for survey control.
 GA2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2361.See file dsdata.txt to determine how the superseded data were derived.
 GA2361
 GA2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV334883(NAD 83)
 GA2361_MARKER: DD = SURVEY DISK
 GA2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2361_STAMPING: 1309
 GA2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2361+STABILITY: SURFACE MOTION
 GA2361
 GA2361  HISTORY     - Date     Condition        Report By
 GA2361  HISTORY     - UNK      MONUMENTED       TNGS
 GA2361  HISTORY     - 1950     POOR             NGS
 GA2361  HISTORY     - 1974     MARK NOT FOUND   TNGS
 GA2361  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2361
 GA2361                          STATION DESCRIPTION
 GA2361
 GA2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2361'3.5 MI NW FROM KNOXVILLE.
 GA2361'ABOUT 3.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2361'STATION AT KNOXVILLE, ABOUT 0.6 MILE SOUTHEAST OF THE STATION
 GA2361'SIGN AT INSKIP, SET ON NORTHEAST SHOULDER OF RAILWAY FILL, 161
 GA2361'FEET NORTHWEST OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 GA2361'OF RAILWAY OVERPASS NO. 3.2C OVER DUTCH VALLEY ROAD, 8 FEET
 GA2361'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1 1/2 FEET BELOW THE TRACK
 GA2361'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GA2361'NOTE-- MARK IS SET IN A POOR LOCATION AND SHOULD BE USED WITH
 GA2361'CAUTION.
 GA2361
 GA2361                          STATION RECOVERY (1974)
 GA2361
 GA2361'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1974
 GA2361'MARK NOT FOUND.
 GA2361
 GA2361                          STATION RECOVERY (1982)
 GA2361
 GA2361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0593 ***********************************************************************
 GB0593  DESIGNATION -  131
 GB0593  PID         -  GB0593
 GB0593  STATE/COUNTY-  TN/CAMPBELL
 GB0593  USGS QUAD   -  JACKSBORO (1991)
 GB0593
 GB0593                         *CURRENT SURVEY CONTROL
 GB0593  ___________________________________________________________________
 GB0593* NAD 83(1986)-  36 21 14.     (N)    084 08 56.     (W)     SCALED    
 GB0593* NAVD 88     -       347.354  (meters)    1139.61   (feet)  ADJUSTED  
 GB0593  ___________________________________________________________________
 GB0593  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GB0593  DYNAMIC HT  -         347.045 (meters)    1138.60  (feet)  COMP
 GB0593  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 GB0593
 GB0593  VERT ORDER  -  SECOND    CLASS 0
 GB0593
 GB0593.The horizontal coordinates were scaled from a topographic map and have
 GB0593.an estimated accuracy of +/- 6 seconds.
 GB0593
 GB0593.The orthometric height was determined by differential leveling
 GB0593.and adjusted by the National Geodetic Survey in June 1991..
 GB0593.WARNING-Repeat measurements at this control monument indicate possible
 GB0593.vertical movement.
 GB0593
 GB0593.The geoid height was determined by GEOID03.
 GB0593
 GB0593.The dynamic height is computed by dividing the NAVD 88
 GB0593.geopotential number by the normal gravity value computed on the
 GB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0593.degrees latitude (g = 980.6199 gals.).
 GB0593
 GB0593.The modeled gravity was interpolated from observed gravity values.
 GB0593
 GB0593;                    North         East    Units  Estimated Accuracy
 GB0593;SPC TN       -   225,750.      766,140.      MT  (+/- 180 meters Scaled)
 GB0593
 GB0593                          SUPERSEDED SURVEY CONTROL
 GB0593
 GB0593  NGVD 29 (??/??/92)  347.449  (m)         1139.92   (f) ADJ UNCH    2 0
 GB0593
 GB0593.Superseded values are not recommended for survey control.
 GB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0593.See file dsdata.txt to determine how the superseded data were derived.
 GB0593
 GB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF558269(NAD 83)
 GB0593_MARKER: DD = SURVEY DISK
 GB0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0593_STAMPING: 131 1934
 GB0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0593+STABILITY: SURFACE MOTION
 GB0593
 GB0593  HISTORY     - Date     Condition        Report By
 GB0593  HISTORY     - 1934     MONUMENTED       TNGS
 GB0593  HISTORY     - 1934     GOOD             NGS
 GB0593  HISTORY     - 1965     GOOD             NGS
 GB0593
 GB0593                          STATION DESCRIPTION
 GB0593
 GB0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0593'2.5 MI S FROM LA FOLLETTE.
 GB0593'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM LA FOLLETTE,
 GB0593'CAMPBELL COUNTY, ABOUT 0.3 MILE SOUTHWEST OF A LOUISVILLE AND
 GB0593'NASHVILLE RAILROAD UNDERPASS, ABOUT 30 FEET WEST OF THE CENTERLINE
 GB0593'OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE.  A STATE SURVEY
 GB0593'STANDARD DISK, STAMPED 131 1934 AND SET IN THE TOP OF A CONCRETE
 GB0593'POST.
 GB0593
 GB0593                          STATION RECOVERY (1965)
 GB0593
 GB0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2642 ***********************************************************************
 AJ2642  DESIGNATION -  131
 AJ2642  PID         -  AJ2642
 AJ2642  STATE/COUNTY-  TN/SHELBY
 AJ2642  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2642
 AJ2642                         *CURRENT SURVEY CONTROL
 AJ2642  ___________________________________________________________________
 AJ2642* NAD 83(1995)-  35 02 52.12598(N)    089 59 23.74028(W)     ADJUSTED  
 AJ2642* NAVD 88     -        79.15   (meters)     259.7    (feet)  LEVELING  
 AJ2642  ___________________________________________________________________
 AJ2642  X           -         918.940 (meters)                     COMP
 AJ2642  Y           -  -5,227,424.860 (meters)                     COMP
 AJ2642  Z           -   3,642,240.482 (meters)                     COMP
 AJ2642  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AJ2642  ELLIP HEIGHT-          51.78  (meters)          (04/26/01) GPS OBS
 AJ2642  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2642
 AJ2642  HORZ ORDER  -  FIRST
 AJ2642  VERT ORDER  -  THIRD ?
 AJ2642  ELLP ORDER  -  FOURTH    CLASS I
 AJ2642
 AJ2642.The horizontal coordinates were established by GPS observations
 AJ2642.and adjusted by the National Geodetic Survey in April 2001..
 AJ2642
 AJ2642.The orthometric height was determined by differential leveling.
 AJ2642.The vertical network tie was performed by a horz. field party for horz.
 AJ2642.obs reductions. Reset procedures were used to establish the elevation.
 AJ2642
 AJ2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2642
 AJ2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2642
 AJ2642.The ellipsoidal height was determined by GPS observations
 AJ2642.and is referenced to NAD 83.
 AJ2642
 AJ2642.The geoid height was determined by GEOID03.
 AJ2642
 AJ2642;                    North         East     Units Scale Factor Converg.
 AJ2642;SPC TN       -    86,692.359   236,064.392   MT  1.00004183   -2 20 09.1
 AJ2642;SPC TN       -   284,423.18    774,487.93   sFT  1.00004183   -2 20 09.1
 AJ2642;UTM  16      - 3,882,433.855   227,280.456   MT  1.00051675   -1 43 05.0
 AJ2642;UTM  15      - 3,882,489.171   774,557.538   MT  1.00052915   +1 43 46.7
 AJ2642
 AJ2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2642!SPC TN       -   0.99999187  x   1.00004183  =   1.00003370
 AJ2642!UTM  16      -   0.99999187  x   1.00051675  =   1.00050862
 AJ2642!UTM  15      -   0.99999187  x   1.00052915  =   1.00052102
 AJ2642
 AJ2642                          SUPERSEDED SURVEY CONTROL
 AJ2642
 AJ2642.No superseded survey control is available for this station.
 AJ2642
 AJ2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2728082434(NAD 83)
 AJ2642_MARKER: DD = SURVEY DISK
 AJ2642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2642+WITH SETTING: INFORMATION.
 AJ2642_STAMPING: 131
 AJ2642_MARK LOGO: MLGW  
 AJ2642_PROJECTION: FLUSH
 AJ2642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2642+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2642_ROD/PIPE-DEPTH:  0.8 meters
 AJ2642
 AJ2642  HISTORY     - Date     Condition        Report By
 AJ2642  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2642
 AJ2642                          STATION DESCRIPTION
 AJ2642
 AJ2642'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2642'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY ON THE WEST SIDE
 AJ2642'OF MEMPHIS INTERNATIONAL AIRPORT.
 AJ2642'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND AIRWAYS
 AJ2642'ROAD, PROCEED NORTH ON AIRWAYS ROAD FOR APPROXIMATELY 1.90 MILES (3.06
 AJ2642'KM) TO VICTORIA STREET.  THE STATION IS ON THE LEFT.
 AJ2642'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2642'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2642'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 30.00 FEET (9.14 M)
 AJ2642'SOUTH OF THE SOUTH CURBLINE OF VICTORIA STREET, 26.60 FEET (8.11 M)
 AJ2642'NORTHWEST OF A PHONE MANHOLE IN STREET, 16.50 FEET (5.03 M) NORTH OF A
 AJ2642'WOOD POWER POLE, 3.30 FEET (1.01 M) WEST OF THE WEST CURBLINE OF
 AJ2642'AIRWAYS ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2362 ***********************************************************************
 GA2362  DESIGNATION -  1310
 GA2362  PID         -  GA2362
 GA2362  STATE/COUNTY-  TN/KNOX
 GA2362  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2362
 GA2362                         *CURRENT SURVEY CONTROL
 GA2362  ___________________________________________________________________
 GA2362* NAD 83(1986)-  36 00 25.     (N)    083 57 35.     (W)     SCALED    
 GA2362* NAVD 88     -       319.190  (meters)    1047.21   (feet)  POSTED    
 GA2362  ___________________________________________________________________
 GA2362  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2362  DYNAMIC HT  -         318.890 (meters)    1046.22  (feet)  COMP
 GA2362  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 GA2362
 GA2362  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2362
 GA2362.The horizontal coordinates were scaled from a topographic map and have
 GA2362.an estimated accuracy of +/- 6 seconds.
 GA2362
 GA2362.The orthometric height was determined by differential leveling
 GA2362.and adjusted by the National Geodetic Survey in 1992..
 GA2362.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2362.rate of 4.1 thru 8.0 mm/km.
 GA2362
 GA2362.The geoid height was determined by GEOID03.
 GA2362
 GA2362.The dynamic height is computed by dividing the NAVD 88
 GA2362.geopotential number by the normal gravity value computed on the
 GA2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2362.degrees latitude (g = 980.6199 gals.).
 GA2362
 GA2362.The modeled gravity was interpolated from observed gravity values.
 GA2362
 GA2362;                    North         East    Units  Estimated Accuracy
 GA2362;SPC TN       -   187,600.      783,920.      MT  (+/- 180 meters Scaled)
 GA2362
 GA2362                          SUPERSEDED SURVEY CONTROL
 GA2362
 GA2362  NGVD 29 (??/??/92)  319.311  (m)         1047.61   (f) ADJ UNCH    1 2
 GA2362
 GA2362.Superseded values are not recommended for survey control.
 GA2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2362.See file dsdata.txt to determine how the superseded data were derived.
 GA2362
 GA2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV332887(NAD 83)
 GA2362_MARKER: DD = SURVEY DISK
 GA2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2362_STAMPING: 1310
 GA2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2362+STABILITY: SURFACE MOTION
 GA2362
 GA2362  HISTORY     - Date     Condition        Report By
 GA2362  HISTORY     - UNK      MONUMENTED       TNGS
 GA2362  HISTORY     - 1950     GOOD             NGS
 GA2362  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2362  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2362
 GA2362                          STATION DESCRIPTION
 GA2362
 GA2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2362'3.8 MI NW FROM KNOXVILLE.
 GA2362'ABOUT 3.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2362'STATION AT KNOXVILLE, ABOUT 0.3 MILE SOUTHEAST OF THE STATION
 GA2362'SIGN AT INSKIP, 277 FEET SOUTHEAST OF A WHISTLE POST, 36 FEET
 GA2362'NORTH-NORTHEAST AND ACROSS THE TRACK FROM SEMAPHORE SIGNAL NO.
 GA2362'3.6C, 17 FEET SOUTHWEST OF A TELEPHONE POLE, 6.8 FEET NORTHEAST
 GA2362'OF THE NORTHEAST RAIL, ABOUT 1 FOOT BELOW THE TRACK AND SET IN
 GA2362'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GA2362
 GA2362                          STATION RECOVERY (1967)
 GA2362
 GA2362'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2362'MARK NOT FOUND.
 GA2362
 GA2362                          STATION RECOVERY (1982)
 GA2362
 GA2362'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2365 ***********************************************************************
 GA2365  DESIGNATION -  1311
 GA2365  PID         -  GA2365
 GA2365  STATE/COUNTY-  TN/KNOX
 GA2365  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2365
 GA2365                         *CURRENT SURVEY CONTROL
 GA2365  ___________________________________________________________________
 GA2365* NAD 83(1986)-  36 00 49.     (N)    083 57 54.     (W)     SCALED    
 GA2365* NAVD 88     -       321.323  (meters)    1054.21   (feet)  ADJUSTED  
 GA2365  ___________________________________________________________________
 GA2365  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2365  DYNAMIC HT  -         321.023 (meters)    1053.22  (feet)  COMP
 GA2365  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GA2365
 GA2365  VERT ORDER  -  FIRST     CLASS I
 GA2365
 GA2365.The horizontal coordinates were scaled from a topographic map and have
 GA2365.an estimated accuracy of +/- 6 seconds.
 GA2365
 GA2365.The orthometric height was determined by differential leveling
 GA2365.and adjusted by the National Geodetic Survey in June 1991..
 GA2365
 GA2365.The geoid height was determined by GEOID03.
 GA2365
 GA2365.The dynamic height is computed by dividing the NAVD 88
 GA2365.geopotential number by the normal gravity value computed on the
 GA2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2365.degrees latitude (g = 980.6199 gals.).
 GA2365
 GA2365.The modeled gravity was interpolated from observed gravity values.
 GA2365
 GA2365;                    North         East    Units  Estimated Accuracy
 GA2365;SPC TN       -   188,330.      783,430.      MT  (+/- 180 meters Scaled)
 GA2365
 GA2365                          SUPERSEDED SURVEY CONTROL
 GA2365
 GA2365  NGVD 29 (??/??/92)  321.440  (m)         1054.59   (f) ADJ UNCH    1 1
 GA2365
 GA2365.Superseded values are not recommended for survey control.
 GA2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2365.See file dsdata.txt to determine how the superseded data were derived.
 GA2365
 GA2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV327895(NAD 83)
 GA2365_MARKER: DD = SURVEY DISK
 GA2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2365_STAMPING: 1311
 GA2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2365+STABILITY: SURFACE MOTION
 GA2365
 GA2365  HISTORY     - Date     Condition        Report By
 GA2365  HISTORY     - UNK      MONUMENTED       TNGS
 GA2365  HISTORY     - 1967     GOOD             NGS
 GA2365  HISTORY     - 1982     GOOD             LOCENG
 GA2365
 GA2365                          STATION DESCRIPTION
 GA2365
 GA2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2365'4.3 MI NW FROM KNOXVILLE.
 GA2365'ABOUT 4.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2365'STATION AT KNOXVILLE, ABOUT 0.2 MILE SOUTHEAST OF THE CROSSING
 GA2365'OF CEDAR ROAD, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 4, 175 FEET
 GA2365'SOUTHEAST OF A LONE 48-INCH ELM TREE, 14 FEET WEST OF A TELEPHONE
 GA2365'POLE, 9.5 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 3 FEET
 GA2365'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 GA2365'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GA2365
 GA2365                          STATION RECOVERY (1982)
 GA2365
 GA2365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2365'34' ELM TREE IS NOW APPROXIMATELY 42' IN DIAMETER. (CITY BLK 38500)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2643 ***********************************************************************
 AJ2643  DESIGNATION -  132
 AJ2643  PID         -  AJ2643
 AJ2643  STATE/COUNTY-  TN/SHELBY
 AJ2643  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2643
 AJ2643                         *CURRENT SURVEY CONTROL
 AJ2643  ___________________________________________________________________
 AJ2643* NAD 83(1995)-  35 02 56.22469(N)    089 57 13.23516(W)     ADJUSTED  
 AJ2643* NAVD 88     -        83.52   (meters)     274.0    (feet)  LEVELING  
 AJ2643  ___________________________________________________________________
 AJ2643  X           -       4,226.310 (meters)                     COMP
 AJ2643  Y           -  -5,227,354.225 (meters)                     COMP
 AJ2643  Z           -   3,642,346.364 (meters)                     COMP
 AJ2643  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ2643  ELLIP HEIGHT-          56.09  (meters)          (04/26/01) GPS OBS
 AJ2643  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2643
 AJ2643  HORZ ORDER  -  FIRST
 AJ2643  VERT ORDER  -  THIRD ?
 AJ2643  ELLP ORDER  -  FOURTH    CLASS I
 AJ2643
 AJ2643.The horizontal coordinates were established by GPS observations
 AJ2643.and adjusted by the National Geodetic Survey in April 2001..
 AJ2643
 AJ2643.The orthometric height was determined by differential leveling.
 AJ2643.The vertical network tie was performed by a horz. field party for horz.
 AJ2643.obs reductions. Reset procedures were used to establish the elevation.
 AJ2643
 AJ2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2643
 AJ2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2643
 AJ2643.The ellipsoidal height was determined by GPS observations
 AJ2643.and is referenced to NAD 83.
 AJ2643
 AJ2643.The geoid height was determined by GEOID03.
 AJ2643
 AJ2643;                    North         East     Units Scale Factor Converg.
 AJ2643;SPC TN       -    86,684.377   239,374.308   MT  1.00004156   -2 18 52.7
 AJ2643;SPC TN       -   284,396.99    785,347.21   sFT  1.00004156   -2 18 52.7
 AJ2643;UTM  16      - 3,882,461.564   230,591.802   MT  1.00049462   -1 41 50.1
 AJ2643;UTM  15      - 3,882,715.977   777,861.338   MT  1.00055165   +1 45 02.0
 AJ2643
 AJ2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2643!SPC TN       -   0.99999120  x   1.00004156  =   1.00003276
 AJ2643!UTM  16      -   0.99999120  x   1.00049462  =   1.00048581
 AJ2643!UTM  15      -   0.99999120  x   1.00055165  =   1.00054284
 AJ2643
 AJ2643                          SUPERSEDED SURVEY CONTROL
 AJ2643
 AJ2643.No superseded survey control is available for this station.
 AJ2643
 AJ2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3059282462(NAD 83)
 AJ2643_MARKER: DD = SURVEY DISK
 AJ2643_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2643+WITH SETTING: INFORMATION.
 AJ2643_STAMPING: 132
 AJ2643_MARK LOGO: MLGW  
 AJ2643_PROJECTION: FLUSH
 AJ2643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2643+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 AJ2643_ROD/PIPE-DEPTH:  0.8 meters
 AJ2643
 AJ2643  HISTORY     - Date     Condition        Report By
 AJ2643  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2643  HISTORY     - 20030314 GOOD             TN1620
 AJ2643
 AJ2643                          STATION DESCRIPTION
 AJ2643
 AJ2643'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2643'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY, APPROXIMATELY
 AJ2643'1.20 MILES (1.93 KM) EAST OF MEMPHIS INTERNATIONAL AIRPORT AT THE
 AJ2643'MEDAL OF HONOR PARK.
 AJ2643'TO REACH THE STATION FROM THE INTERSECTION OF THE EAST END OF THE
 AJ2643'AIRPORT RUNWAY TUNNEL OVER WINCHESTER ROAD, PROCEED EAST ON WINCHESTER
 AJ2643'ROAD FOR APPROXIMATELY 1.20 MILES (1.93 KM) TO THE INTERSECTION OF NEW
 AJ2643'TCHULAHOMA ROAD.  TURN RIGHT AND CONTINUE SOUTH ON NEW TCHULAHOMA ROAD
 AJ2643'FOR APPROXIMATELY 0.20 MILES (0.32 KM) TO OAK LAKE LANE.  THE STATION
 AJ2643'IS ON THE LEFT.
 AJ2643'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2643'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2643'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 261.80 FEET (79.80 M)
 AJ2643'NORTHEAST OF THE NORTH CURBLINE OF OAK LAKE LANE, 42.70 FEET (13.01 M)
 AJ2643'NORTH OF A CONCRETE LIGHT POLE NO.  232937, 3.50 FEET (1.07 M) EAST OF
 AJ2643'THE EAST CURBLINE OF TCHULAHOMA ROAD.  THE CAP AND CONCRETE ARE SET
 AJ2643'FLUSH WITH THE GROUND.
 AJ2643
 AJ2643                          STATION RECOVERY (2003)
 AJ2643
 AJ2643'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0416 ***********************************************************************
 GC0416  DESIGNATION -  13.4
 GC0416  PID         -  GC0416
 GC0416  STATE/COUNTY-  TN/DAVIDSON
 GC0416  USGS QUAD   -  LA VERGNE (1983)
 GC0416
 GC0416                         *CURRENT SURVEY CONTROL
 GC0416  ___________________________________________________________________
 GC0416* NAD 83(1986)-  36 01 55.     (N)    086 37 09.     (W)     SCALED    
 GC0416* NAVD 88     -       187.662  (meters)     615.69   (feet)  ADJUSTED  
 GC0416  ___________________________________________________________________
 GC0416  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0416  DYNAMIC HT  -         187.500 (meters)     615.16  (feet)  COMP
 GC0416  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC0416
 GC0416  VERT ORDER  -  FIRST     CLASS II
 GC0416
 GC0416.The horizontal coordinates were scaled from a topographic map and have
 GC0416.an estimated accuracy of +/- 6 seconds.
 GC0416
 GC0416.The orthometric height was determined by differential leveling
 GC0416.and adjusted by the National Geodetic Survey in June 1991..
 GC0416
 GC0416.The geoid height was determined by GEOID03.
 GC0416
 GC0416.The dynamic height is computed by dividing the NAVD 88
 GC0416.geopotential number by the normal gravity value computed on the
 GC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0416.degrees latitude (g = 980.6199 gals.).
 GC0416
 GC0416.The modeled gravity was interpolated from observed gravity values.
 GC0416
 GC0416;                    North         East    Units  Estimated Accuracy
 GC0416;SPC TN       -   188,640.      544,200.      MT  (+/- 180 meters Scaled)
 GC0416
 GC0416                          SUPERSEDED SURVEY CONTROL
 GC0416
 GC0416  NGVD 29 (??/??/92)  187.679  (m)          615.74   (f) ADJ UNCH    1 2
 GC0416
 GC0416.Superseded values are not recommended for survey control.
 GC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0416.See file dsdata.txt to determine how the superseded data were derived.
 GC0416
 GC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE343875(NAD 83)
 GC0416_MARKER: Z = SEE DESCRIPTION
 GC0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0416_SP_SET: CULVERT
 GC0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0416
 GC0416  HISTORY     - Date     Condition        Report By
 GC0416  HISTORY     - UNK      MONUMENTED       NCRR
 GC0416  HISTORY     - 1949     GOOD             NGS
 GC0416
 GC0416                          STATION DESCRIPTION
 GC0416
 GC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0416'2.4 MI NW FROM LA VERGNE.
 GC0416'2.4 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0416'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, AT TELEPHONE POLE
 GC0416'13/13, THE TOP OF THE NORTH CORNER OF THE NORTHWEST END OF THE
 GC0416'SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 9.8 FEET SOUTHWEST
 GC0416'OF THE SOUTHWEST RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2644 ***********************************************************************
 AJ2644  DESIGNATION -  134
 AJ2644  PID         -  AJ2644
 AJ2644  STATE/COUNTY-  TN/SHELBY
 AJ2644  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2644
 AJ2644                         *CURRENT SURVEY CONTROL
 AJ2644  ___________________________________________________________________
 AJ2644* NAD 83(1995)-  35 03 01.87714(N)    089 53 28.92307(W)     ADJUSTED  
 AJ2644* NAVD 88     -        87.22   (meters)     286.2    (feet)  LEVELING  
 AJ2644  ___________________________________________________________________
 AJ2644  X           -       9,910.848 (meters)                     COMP
 AJ2644  Y           -  -5,227,249.513 (meters)                     COMP
 AJ2644  Z           -   3,642,491.082 (meters)                     COMP
 AJ2644  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AJ2644  ELLIP HEIGHT-          59.77  (meters)          (04/26/01) GPS OBS
 AJ2644  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AJ2644
 AJ2644  HORZ ORDER  -  FIRST
 AJ2644  VERT ORDER  -  THIRD ?
 AJ2644  ELLP ORDER  -  FOURTH    CLASS I
 AJ2644
 AJ2644.The horizontal coordinates were established by GPS observations
 AJ2644.and adjusted by the National Geodetic Survey in April 2001..
 AJ2644
 AJ2644.The orthometric height was determined by differential leveling.
 AJ2644.The vertical network tie was performed by a horz. field party for horz.
 AJ2644.obs reductions. Reset procedures were used to establish the elevation.
 AJ2644
 AJ2644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2644
 AJ2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2644
 AJ2644.The ellipsoidal height was determined by GPS observations
 AJ2644.and is referenced to NAD 83.
 AJ2644
 AJ2644.The geoid height was determined by GEOID03.
 AJ2644
 AJ2644;                    North         East     Units Scale Factor Converg.
 AJ2644;SPC TN       -    86,630.650   245,061.581   MT  1.00004119   -2 16 41.4
 AJ2644;SPC TN       -   284,220.72    804,006.20   sFT  1.00004119   -2 16 41.4
 AJ2644;UTM  16      - 3,882,469.091   236,281.794   MT  1.00045722   -1 39 41.3
 AJ2644
 AJ2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2644!SPC TN       -   0.99999062  x   1.00004119  =   1.00003181
 AJ2644!UTM  16      -   0.99999062  x   1.00045722  =   1.00044783
 AJ2644
 AJ2644                          SUPERSEDED SURVEY CONTROL
 AJ2644
 AJ2644.No superseded survey control is available for this station.
 AJ2644
 AJ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3628282469(NAD 83)
 AJ2644_MARKER: DD = SURVEY DISK
 AJ2644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2644+WITH SETTING: INFORMATION.
 AJ2644_STAMPING: 134
 AJ2644_MARK LOGO: MLGW  
 AJ2644_PROJECTION: FLUSH
 AJ2644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2644+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2644_ROD/PIPE-DEPTH:  0.8 meters
 AJ2644
 AJ2644  HISTORY     - Date     Condition        Report By
 AJ2644  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2644  HISTORY     - 20030326 GOOD             TN1620
 AJ2644
 AJ2644                          STATION DESCRIPTION
 AJ2644
 AJ2644'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2644'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2644'1.50 MILES (2.41 KM) NORTH OF MOONEY CITY PARK IN THE HICKORY HILL
 AJ2644'COMMUNITY.
 AJ2644'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ROAD AND
 AJ2644'MENDENHALL ROAD, PROCEED WEST ON WINCHESTER ROAD 0.30 MILES (0.48 KM)
 AJ2644'TO CASTLEMAN STREET.  THE STATION IS ON THE LEFT.
 AJ2644'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2644'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2644'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHEAST CORNER
 AJ2644'OF WINCHESTER ROAD AND CASTLEMAN STREET, 83.50 FEET (25.45 M) EAST OF
 AJ2644'THE EAST CURB LINE OF CASTLEMAN STREET, 34.80 FEET (10.61 M) SOUTHEAST
 AJ2644'OF A WOOD POWER POLE NO.  194029, 8.50 FEET (2.59 M) WEST OF A CABLE
 AJ2644'TV BOX, 2.50 FEET (0.76 M) SOUTH OF THE SOUTH BACK OF SIDEWALK ON
 AJ2644'WINCHESTER ROAD.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.
 AJ2644'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2644
 AJ2644                          STATION RECOVERY (2003)
 AJ2644
 AJ2644'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1867 ***********************************************************************
 GB1867  DESIGNATION -  135 1
 GB1867  PID         -  GB1867
 GB1867  STATE/COUNTY-  TN/PUTNAM
 GB1867  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1867
 GB1867                         *CURRENT SURVEY CONTROL
 GB1867  ___________________________________________________________________
 GB1867* NAD 83(1986)-  36 11 20.     (N)    085 30 30.     (W)     SCALED    
 GB1867* NAVD 88     -       348.856  (meters)    1144.54   (feet)  ADJUSTED  
 GB1867  ___________________________________________________________________
 GB1867  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1867  DYNAMIC HT  -         348.545 (meters)    1143.52  (feet)  COMP
 GB1867  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB1867
 GB1867  VERT ORDER  -  SECOND    CLASS 0
 GB1867
 GB1867.The horizontal coordinates were scaled from a topographic map and have
 GB1867.an estimated accuracy of +/- 6 seconds.
 GB1867
 GB1867.The orthometric height was determined by differential leveling
 GB1867.and adjusted by the National Geodetic Survey in June 1991..
 GB1867
 GB1867.The geoid height was determined by GEOID03.
 GB1867
 GB1867.The dynamic height is computed by dividing the NAVD 88
 GB1867.geopotential number by the normal gravity value computed on the
 GB1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1867.degrees latitude (g = 980.6199 gals.).
 GB1867
 GB1867.The modeled gravity was interpolated from observed gravity values.
 GB1867
 GB1867;                    North         East    Units  Estimated Accuracy
 GB1867;SPC TN       -   205,990.      644,220.      MT  (+/- 180 meters Scaled)
 GB1867
 GB1867                          SUPERSEDED SURVEY CONTROL
 GB1867
 GB1867  NGVD 29 (??/??/92)  348.935  (m)         1144.80   (f) ADJ UNCH    2 0
 GB1867
 GB1867.Superseded values are not recommended for survey control.
 GB1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1867.See file dsdata.txt to determine how the superseded data were derived.
 GB1867
 GB1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF341059(NAD 83)
 GB1867_MARKER: DD = SURVEY DISK
 GB1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1867_STAMPING: 135-1 1966
 GB1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1867+STABILITY: SURFACE MOTION
 GB1867
 GB1867  HISTORY     - Date     Condition        Report By
 GB1867  HISTORY     - 1966     MONUMENTED       TNHD
 GB1867
 GB1867                          STATION DESCRIPTION
 GB1867
 GB1867'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1867'2 MI N FROM COOKEVILLE.
 GB1867'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1867'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1867'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR
 GB1867'1.9 MILES TO THE MARK ON THE RIGHT, 49 FEET NORTHWEST OF THE
 GB1867'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 14 FEET EAST OF
 GB1867'THE APPROXIMATE CENTER OF STATE ROUTE 135, 4 FEET SOUTH OF A
 GB1867'UTILITY POLE AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GB1867'SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1867'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1868 ***********************************************************************
 GB1868  DESIGNATION -  135 2
 GB1868  PID         -  GB1868
 GB1868  STATE/COUNTY-  TN/PUTNAM
 GB1868  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1868
 GB1868                         *CURRENT SURVEY CONTROL
 GB1868  ___________________________________________________________________
 GB1868* NAD 83(1986)-  36 12 05.     (N)    085 30 42.     (W)     SCALED    
 GB1868* NAVD 88     -       347.323  (meters)    1139.51   (feet)  ADJUSTED  
 GB1868  ___________________________________________________________________
 GB1868  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB1868  DYNAMIC HT  -         347.014 (meters)    1138.50  (feet)  COMP
 GB1868  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GB1868
 GB1868  VERT ORDER  -  SECOND    CLASS 0
 GB1868
 GB1868.The horizontal coordinates were scaled from a topographic map and have
 GB1868.an estimated accuracy of +/- 6 seconds.
 GB1868
 GB1868.The orthometric height was determined by differential leveling
 GB1868.and adjusted by the National Geodetic Survey in June 1991..
 GB1868
 GB1868.The geoid height was determined by GEOID03.
 GB1868
 GB1868.The dynamic height is computed by dividing the NAVD 88
 GB1868.geopotential number by the normal gravity value computed on the
 GB1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1868.degrees latitude (g = 980.6199 gals.).
 GB1868
 GB1868.The modeled gravity was interpolated from observed gravity values.
 GB1868
 GB1868;                    North         East    Units  Estimated Accuracy
 GB1868;SPC TN       -   207,370.      643,920.      MT  (+/- 180 meters Scaled)
 GB1868
 GB1868                          SUPERSEDED SURVEY CONTROL
 GB1868
 GB1868  NGVD 29 (??/??/92)  347.403  (m)         1139.77   (f) ADJ UNCH    2 0
 GB1868
 GB1868.Superseded values are not recommended for survey control.
 GB1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1868.See file dsdata.txt to determine how the superseded data were derived.
 GB1868
 GB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338073(NAD 83)
 GB1868_MARKER: DD = SURVEY DISK
 GB1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1868_STAMPING: 135-2 1966
 GB1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1868+STABILITY: SURFACE MOTION
 GB1868
 GB1868  HISTORY     - Date     Condition        Report By
 GB1868  HISTORY     - 1966     MONUMENTED       TNHD
 GB1868
 GB1868                          STATION DESCRIPTION
 GB1868
 GB1868'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1868'3 MI N FROM COOKEVILLE.
 GB1868'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1868'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1868'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 2.8
 GB1868'MILES TO THE MARK ON THE RIGHT, 67 FEET NORTHEAST OF THE
 GB1868'APPROXIMATE CENTER OF A GRAVELED DRIVE, 51 FEET SOUTH OF AN
 GB1868'18-INCH, FORKED TRUNKED, LOCUST TREE, 44 FEET EAST OF A POWER
 GB1868'LINE POLE, 17 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1868'ROUTE 135 AND 2.4 FEET WEST OF A METAL WITNESS POST AND SIGN.
 GB1868'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1868'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1869 ***********************************************************************
 GB1869  DESIGNATION -  135 3
 GB1869  PID         -  GB1869
 GB1869  STATE/COUNTY-  TN/PUTNAM
 GB1869  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1869
 GB1869                         *CURRENT SURVEY CONTROL
 GB1869  ___________________________________________________________________
 GB1869* NAD 83(1986)-  36 12 36.     (N)    085 30 40.     (W)     SCALED    
 GB1869* NAVD 88     -       319.081  (meters)    1046.85   (feet)  ADJUSTED  
 GB1869  ___________________________________________________________________
 GB1869  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GB1869  DYNAMIC HT  -         318.796 (meters)    1045.92  (feet)  COMP
 GB1869  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1869
 GB1869  VERT ORDER  -  SECOND    CLASS 0
 GB1869
 GB1869.The horizontal coordinates were scaled from a topographic map and have
 GB1869.an estimated accuracy of +/- 6 seconds.
 GB1869
 GB1869.The orthometric height was determined by differential leveling
 GB1869.and adjusted by the National Geodetic Survey in June 1991..
 GB1869
 GB1869.The geoid height was determined by GEOID03.
 GB1869
 GB1869.The dynamic height is computed by dividing the NAVD 88
 GB1869.geopotential number by the normal gravity value computed on the
 GB1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1869.degrees latitude (g = 980.6199 gals.).
 GB1869
 GB1869.The modeled gravity was interpolated from observed gravity values.
 GB1869
 GB1869;                    North         East    Units  Estimated Accuracy
 GB1869;SPC TN       -   208,330.      643,960.      MT  (+/- 180 meters Scaled)
 GB1869
 GB1869                          SUPERSEDED SURVEY CONTROL
 GB1869
 GB1869  NGVD 29 (??/??/92)  319.159  (m)         1047.11   (f) ADJ UNCH    2 0
 GB1869
 GB1869.Superseded values are not recommended for survey control.
 GB1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1869.See file dsdata.txt to determine how the superseded data were derived.
 GB1869
 GB1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338082(NAD 83)
 GB1869_MARKER: DD = SURVEY DISK
 GB1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1869_STAMPING: 135-3 1966
 GB1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1869+STABILITY: SURFACE MOTION
 GB1869
 GB1869  HISTORY     - Date     Condition        Report By
 GB1869  HISTORY     - 1966     MONUMENTED       TNHD
 GB1869
 GB1869                          STATION DESCRIPTION
 GB1869
 GB1869'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1869'3.5 MI N FROM COOKEVILLE.
 GB1869'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1869'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1869'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.4
 GB1869'MILES TO THE MARK ON THE RIGHT, AT THE NORTHWEST CORNER OF A
 GB1869'CEMETERY, 63 FEET NORTH OF THE APPROXIMATE CENTER OF THE NORTH
 GB1869'ENTRANCE DRIVE TO THE CEMETERY, 44 FEET NORTH OF A 16-INCH
 GB1869'MAPLE TREE, 19 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1869'ROUTE 135 AND 2 FEET SOUTH OF A SOUTHWEST FENCE CORNER.  THE
 GB1869'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1869'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1874 ***********************************************************************
 GB1874  DESIGNATION -  135 4
 GB1874  PID         -  GB1874
 GB1874  STATE/COUNTY-  TN/PUTNAM
 GB1874  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1874
 GB1874                         *CURRENT SURVEY CONTROL
 GB1874  ___________________________________________________________________
 GB1874* NAD 83(1986)-  36 12 57.     (N)    085 32 01.     (W)     SCALED    
 GB1874* NAVD 88     -       318.659  (meters)    1045.47   (feet)  ADJUSTED  
 GB1874  ___________________________________________________________________
 GB1874  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB1874  DYNAMIC HT  -         318.375 (meters)    1044.54  (feet)  COMP
 GB1874  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1874
 GB1874  VERT ORDER  -  SECOND    CLASS 0
 GB1874
 GB1874.The horizontal coordinates were scaled from a topographic map and have
 GB1874.an estimated accuracy of +/- 6 seconds.
 GB1874
 GB1874.The orthometric height was determined by differential leveling
 GB1874.and adjusted by the National Geodetic Survey in June 1991..
 GB1874
 GB1874.The geoid height was determined by GEOID03.
 GB1874
 GB1874.The dynamic height is computed by dividing the NAVD 88
 GB1874.geopotential number by the normal gravity value computed on the
 GB1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1874.degrees latitude (g = 980.6199 gals.).
 GB1874
 GB1874.The modeled gravity was interpolated from observed gravity values.
 GB1874
 GB1874;                    North         East    Units  Estimated Accuracy
 GB1874;SPC TN       -   208,960.      641,940.      MT  (+/- 180 meters Scaled)
 GB1874
 GB1874                          SUPERSEDED SURVEY CONTROL
 GB1874
 GB1874  NGVD 29 (??/??/92)  318.738  (m)         1045.73   (f) ADJ UNCH    2 0
 GB1874
 GB1874.Superseded values are not recommended for survey control.
 GB1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1874.See file dsdata.txt to determine how the superseded data were derived.
 GB1874
 GB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF318088(NAD 83)
 GB1874_MARKER: DD = SURVEY DISK
 GB1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1874_STAMPING: 135-4 1966
 GB1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1874+STABILITY: SURFACE MOTION
 GB1874
 GB1874  HISTORY     - Date     Condition        Report By
 GB1874  HISTORY     - 1966     MONUMENTED       TNHD
 GB1874
 GB1874                          STATION DESCRIPTION
 GB1874
 GB1874'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1874'4 MI N FROM COOKEVILLE.
 GB1874'FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO WESTERLY FOR
 GB1874'0.1 MILE TO STATE ROUTE 135 (DIXIE AVENUE), TURN RIGHT AND GO
 GB1874'NORTHERLY ON STATE ROUTE 135 FOR 3.5 MILES TO A PAVED ROAD ON
 GB1874'THE LEFT, TURN LEFT, WEST AND GO 0.95 MILE ON THE PAVED ROAD TO A
 GB1874'FORK, KEEP RIGHT AND GO 0.6 MILE TO THE MARK ON THE RIGHT, 56
 GB1874'FEET NORTHEAST OF A GUYED, POWERLINE, TRANSFORMER POLE, 51 FEET
 GB1874'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 24 FEET
 GB1874'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 1.4
 GB1874'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE DISK IS
 GB1874'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1875 ***********************************************************************
 GB1875  DESIGNATION -  135 5
 GB1875  PID         -  GB1875
 GB1875  STATE/COUNTY-  TN/PUTNAM
 GB1875  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1875
 GB1875                         *CURRENT SURVEY CONTROL
 GB1875  ___________________________________________________________________
 GB1875* NAD 83(1986)-  36 13 26.     (N)    085 32 40.     (W)     SCALED    
 GB1875* NAVD 88     -       303.650  (meters)     996.23   (feet)  ADJUSTED  
 GB1875  ___________________________________________________________________
 GB1875  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB1875  DYNAMIC HT  -         303.380 (meters)     995.34  (feet)  COMP
 GB1875  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1875
 GB1875  VERT ORDER  -  SECOND    CLASS 0
 GB1875
 GB1875.The horizontal coordinates were scaled from a topographic map and have
 GB1875.an estimated accuracy of +/- 6 seconds.
 GB1875
 GB1875.The orthometric height was determined by differential leveling
 GB1875.and adjusted by the National Geodetic Survey in June 1991..
 GB1875
 GB1875.The geoid height was determined by GEOID03.
 GB1875
 GB1875.The dynamic height is computed by dividing the NAVD 88
 GB1875.geopotential number by the normal gravity value computed on the
 GB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1875.degrees latitude (g = 980.6199 gals.).
 GB1875
 GB1875.The modeled gravity was interpolated from observed gravity values.
 GB1875
 GB1875;                    North         East    Units  Estimated Accuracy
 GB1875;SPC TN       -   209,850.      640,960.      MT  (+/- 180 meters Scaled)
 GB1875
 GB1875                          SUPERSEDED SURVEY CONTROL
 GB1875
 GB1875  NGVD 29 (??/??/92)  303.730  (m)          996.49   (f) ADJ UNCH    2 0
 GB1875
 GB1875.Superseded values are not recommended for survey control.
 GB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1875.See file dsdata.txt to determine how the superseded data were derived.
 GB1875
 GB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF308097(NAD 83)
 GB1875_MARKER: DD = SURVEY DISK
 GB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1875_STAMPING: 135-5 1966
 GB1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1875+STABILITY: SURFACE MOTION
 GB1875
 GB1875  HISTORY     - Date     Condition        Report By
 GB1875  HISTORY     - 1966     MONUMENTED       TNHD
 GB1875
 GB1875                          STATION DESCRIPTION
 GB1875
 GB1875'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1875'5 MI N FROM COOKEVILLE.
 GB1875'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1875'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1875'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1875'MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95 MILE
 GB1875'ON THE PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95 MILE
 GB1875'ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 1.5 MILES ON THE
 GB1875'PAVED ROAD TO KNIGHTS CHAPEL BAPTIST CHURCH AND THE MARK ON
 GB1875'THE RIGHT, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB1875'CHURCH BUILDING, 45 FEET NORTHEAST OF A UTILITY POLE, 27 FEET
 GB1875'EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD NORTH AND 22
 GB1875'FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD.  THE
 GB1875'DISK IS SET IN THE TOP OF A 10-INCH ROUND, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1880 ***********************************************************************
 GB1880  DESIGNATION -  135 6
 GB1880  PID         -  GB1880
 GB1880  STATE/COUNTY-  TN/JACKSON
 GB1880  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1880
 GB1880                         *CURRENT SURVEY CONTROL
 GB1880  ___________________________________________________________________
 GB1880* NAD 83(1986)-  36 13 18.     (N)    085 34 15.     (W)     SCALED    
 GB1880* NAVD 88     -       278.375  (meters)     913.30   (feet)  ADJUSTED  
 GB1880  ___________________________________________________________________
 GB1880  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB1880  DYNAMIC HT  -         278.126 (meters)     912.49  (feet)  COMP
 GB1880  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GB1880
 GB1880  VERT ORDER  -  SECOND    CLASS 0
 GB1880
 GB1880.The horizontal coordinates were scaled from a topographic map and have
 GB1880.an estimated accuracy of +/- 6 seconds.
 GB1880
 GB1880.The orthometric height was determined by differential leveling
 GB1880.and adjusted by the National Geodetic Survey in June 1991..
 GB1880
 GB1880.The geoid height was determined by GEOID03.
 GB1880
 GB1880.The dynamic height is computed by dividing the NAVD 88
 GB1880.geopotential number by the normal gravity value computed on the
 GB1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1880.degrees latitude (g = 980.6199 gals.).
 GB1880
 GB1880.The modeled gravity was interpolated from observed gravity values.
 GB1880
 GB1880;                    North         East    Units  Estimated Accuracy
 GB1880;SPC TN       -   209,600.      638,590.      MT  (+/- 180 meters Scaled)
 GB1880
 GB1880                          SUPERSEDED SURVEY CONTROL
 GB1880
 GB1880  NGVD 29 (??/??/92)  278.456  (m)          913.57   (f) ADJ UNCH    2 0
 GB1880
 GB1880.Superseded values are not recommended for survey control.
 GB1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1880.See file dsdata.txt to determine how the superseded data were derived.
 GB1880
 GB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF284094(NAD 83)
 GB1880_MARKER: DD = SURVEY DISK
 GB1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1880_STAMPING: 135-6 1966
 GB1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1880+STABILITY: SURFACE MOTION
 GB1880
 GB1880  HISTORY     - Date     Condition        Report By
 GB1880  HISTORY     - 1966     MONUMENTED       TNHD
 GB1880
 GB1880                          STATION DESCRIPTION
 GB1880
 GB1880'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1880'5.5 MI NW FROM COOKEVILLE.
 GB1880'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1880'COOKESVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1880'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1880'MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95
 GB1880'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES TO THE
 GB1880'INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE NORTHWEST
 GB1880'ANGLE.  CONTINUE STRAIGHT AHEAD WESTERLY ON OLD GAINESBORO ROAD
 GB1880'FOR 0.4 MILE TO THE MARK ON THE LEFT, 53 FEET WEST OF A 16-INCH
 GB1880'APPLE TREE, 21 FEET EAST OF AN 8-INCH WALNUT TREE, 16 FEET SOUTH
 GB1880'OF THE APPROXIMATE CENTER OF OLD GAINESBORO ROAD AND 1.3 FEET
 GB1880'NORTH OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE
 GB1880'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1881 ***********************************************************************
 GB1881  DESIGNATION -  135 7
 GB1881  PID         -  GB1881
 GB1881  STATE/COUNTY-  TN/PUTNAM
 GB1881  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1881
 GB1881                         *CURRENT SURVEY CONTROL
 GB1881  ___________________________________________________________________
 GB1881* NAD 83(1986)-  36 13 31.     (N)    085 35 09.     (W)     SCALED    
 GB1881* NAVD 88     -       302.940  (meters)     993.90   (feet)  ADJUSTED  
 GB1881  ___________________________________________________________________
 GB1881  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB1881  DYNAMIC HT  -         302.670 (meters)     993.01  (feet)  COMP
 GB1881  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 GB1881
 GB1881  VERT ORDER  -  SECOND    CLASS 0
 GB1881
 GB1881.The horizontal coordinates were scaled from a topographic map and have
 GB1881.an estimated accuracy of +/- 6 seconds.
 GB1881
 GB1881.The orthometric height was determined by differential leveling
 GB1881.and adjusted by the National Geodetic Survey in June 1991..
 GB1881
 GB1881.The geoid height was determined by GEOID03.
 GB1881
 GB1881.The dynamic height is computed by dividing the NAVD 88
 GB1881.geopotential number by the normal gravity value computed on the
 GB1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1881.degrees latitude (g = 980.6199 gals.).
 GB1881
 GB1881.The modeled gravity was interpolated from observed gravity values.
 GB1881
 GB1881;                    North         East    Units  Estimated Accuracy
 GB1881;SPC TN       -   209,990.      637,240.      MT  (+/- 180 meters Scaled)
 GB1881
 GB1881                          SUPERSEDED SURVEY CONTROL
 GB1881
 GB1881  NGVD 29 (??/??/92)  303.020  (m)          994.16   (f) ADJ UNCH    2 0
 GB1881
 GB1881.Superseded values are not recommended for survey control.
 GB1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1881.See file dsdata.txt to determine how the superseded data were derived.
 GB1881
 GB1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF270098(NAD 83)
 GB1881_MARKER: DD = SURVEY DISK
 GB1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1881_STAMPING: 135-7 1966
 GB1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1881+STABILITY: SURFACE MOTION
 GB1881
 GB1881  HISTORY     - Date     Condition        Report By
 GB1881  HISTORY     - 1966     MONUMENTED       TNHD
 GB1881
 GB1881                          STATION DESCRIPTION
 GB1881
 GB1881'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1881'6.5 MI NW FROM COOKEVILLE.
 GB1881'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1881'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1881'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1881'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1881'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES TO
 GB1881'THE INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE
 GB1881'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON OLD
 GB1881'GAINESBORO ROAD FOR 1.3 MILES TO THE MARK ON THE RIGHT, ABOUT
 GB1881'150 FEET EAST OF A CREST IN THE ROAD, 19 FEET NORTH OF THE
 GB1881'APPROXIMATE CENTER OF OLD GAINESBORO ROAD, 1.2 FEET SOUTH OF A
 GB1881'METAL WITNESS POST AND SIGN AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 GB1881'DISK IS SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE
 GB1881'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1882 ***********************************************************************
 GB1882  DESIGNATION -  135 8
 GB1882  PID         -  GB1882
 GB1882  STATE/COUNTY-  TN/PUTNAM
 GB1882  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1882
 GB1882                         *CURRENT SURVEY CONTROL
 GB1882  ___________________________________________________________________
 GB1882* NAD 83(1986)-  36 14 03.     (N)    085 35 51.     (W)     SCALED    
 GB1882* NAVD 88     -       306.539  (meters)    1005.70   (feet)  ADJUSTED  
 GB1882  ___________________________________________________________________
 GB1882  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB1882  DYNAMIC HT  -         306.266 (meters)    1004.81  (feet)  COMP
 GB1882  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GB1882
 GB1882  VERT ORDER  -  SECOND    CLASS 0
 GB1882
 GB1882.The horizontal coordinates were scaled from a topographic map and have
 GB1882.an estimated accuracy of +/- 6 seconds.
 GB1882
 GB1882.The orthometric height was determined by differential leveling
 GB1882.and adjusted by the National Geodetic Survey in June 1991..
 GB1882
 GB1882.The geoid height was determined by GEOID03.
 GB1882
 GB1882.The dynamic height is computed by dividing the NAVD 88
 GB1882.geopotential number by the normal gravity value computed on the
 GB1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1882.degrees latitude (g = 980.6199 gals.).
 GB1882
 GB1882.The modeled gravity was interpolated from observed gravity values.
 GB1882
 GB1882;                    North         East    Units  Estimated Accuracy
 GB1882;SPC TN       -   210,970.      636,180.      MT  (+/- 180 meters Scaled)
 GB1882
 GB1882                          SUPERSEDED SURVEY CONTROL
 GB1882
 GB1882  NGVD 29 (??/??/92)  306.617  (m)         1005.96   (f) ADJ UNCH    2 0
 GB1882
 GB1882.Superseded values are not recommended for survey control.
 GB1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1882.See file dsdata.txt to determine how the superseded data were derived.
 GB1882
 GB1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF260108(NAD 83)
 GB1882_MARKER: DD = SURVEY DISK
 GB1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1882_STAMPING: 135-8 1966
 GB1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1882+STABILITY: SURFACE MOTION
 GB1882
 GB1882  HISTORY     - Date     Condition        Report By
 GB1882  HISTORY     - 1966     MONUMENTED       TNHD
 GB1882
 GB1882                          STATION DESCRIPTION
 GB1882
 GB1882'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1882'7 MI NW FROM COOKEVILLE.
 GB1882'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1882'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1882'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1882'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1882'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES TO
 GB1882'THE INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE
 GB1882'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON OLD
 GB1882'GAINESBORO ROAD FOR 2.3 MILES TO THE MARK ON THE RIGHT, 16 FEET
 GB1882'NORTHEAST OF THE APPROXIMATE CENTER OF OLD GAINESBORO ROAD, 4 FEET
 GB1882'SOUTHWEST OF A FENCE CORNER AND 3.0 FEET SOUTHWEST OF A METAL
 GB1882'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1882'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1883 ***********************************************************************
 GB1883  DESIGNATION -  135 8 A
 GB1883  PID         -  GB1883
 GB1883  STATE/COUNTY-  TN/JACKSON
 GB1883  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1883
 GB1883                         *CURRENT SURVEY CONTROL
 GB1883  ___________________________________________________________________
 GB1883* NAD 83(1986)-  36 14 36.     (N)    085 35 44.     (W)     SCALED    
 GB1883* NAVD 88     -       309.050  (meters)    1013.94   (feet)  ADJUSTED  
 GB1883  ___________________________________________________________________
 GB1883  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB1883  DYNAMIC HT  -         308.774 (meters)    1013.04  (feet)  COMP
 GB1883  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1883
 GB1883  VERT ORDER  -  SECOND    CLASS 0
 GB1883
 GB1883.The horizontal coordinates were scaled from a topographic map and have
 GB1883.an estimated accuracy of +/- 6 seconds.
 GB1883
 GB1883.The orthometric height was determined by differential leveling
 GB1883.and adjusted by the National Geodetic Survey in June 1991..
 GB1883
 GB1883.The geoid height was determined by GEOID03.
 GB1883
 GB1883.The dynamic height is computed by dividing the NAVD 88
 GB1883.geopotential number by the normal gravity value computed on the
 GB1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1883.degrees latitude (g = 980.6199 gals.).
 GB1883
 GB1883.The modeled gravity was interpolated from observed gravity values.
 GB1883
 GB1883;                    North         East    Units  Estimated Accuracy
 GB1883;SPC TN       -   211,990.      636,350.      MT  (+/- 180 meters Scaled)
 GB1883
 GB1883                          SUPERSEDED SURVEY CONTROL
 GB1883
 GB1883  NGVD 29 (??/??/??)  309.18   (m)         1014.4    (f) RESET       3  
 GB1883
 GB1883.Superseded values are not recommended for survey control.
 GB1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1883.See file dsdata.txt to determine how the superseded data were derived.
 GB1883
 GB1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF261118(NAD 83)
 GB1883_MARKER: DD = SURVEY DISK
 GB1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1883_STAMPING: 135-8A 1966
 GB1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1883+STABILITY: SURFACE MOTION
 GB1883
 GB1883  HISTORY     - Date     Condition        Report By
 GB1883  HISTORY     - 1966     MONUMENTED       TNHD
 GB1883
 GB1883                          STATION DESCRIPTION
 GB1883
 GB1883'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1883'7.5 MI NW FROM COOKEVILLE.
 GB1883'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1883'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1883'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1883'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1883'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES
 GB1883'TO THE INTERSECTION OF OLD GAINESBORO ROAD FOR 2.5 MILES TO A
 GB1883'PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON THE
 GB1883'PAVED ROAD FOR 0.5 MILE TO A HOUSE AND THE MARK ON THE RIGHT, 100
 GB1883'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE TO THE
 GB1883'HOUSE, 26 FEET EAST OF THE PAVED ROAD, 10 FEET WEST OF A WIRE
 GB1883'FENCE AND 4.8 FEET WEST OF A METAL WITNESS POST AND SIGN.  THE
 GB1883'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1883'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1888 ***********************************************************************
 GB1888  DESIGNATION -  135 9
 GB1888  PID         -  GB1888
 GB1888  STATE/COUNTY-  TN/JACKSON
 GB1888  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1888
 GB1888                         *CURRENT SURVEY CONTROL
 GB1888  ___________________________________________________________________
 GB1888* NAD 83(1986)-  36 14 37.     (N)    085 36 41.     (W)     SCALED    
 GB1888* NAVD 88     -       308.811  (meters)    1013.16   (feet)  ADJUSTED  
 GB1888  ___________________________________________________________________
 GB1888  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB1888  DYNAMIC HT  -         308.536 (meters)    1012.26  (feet)  COMP
 GB1888  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 GB1888
 GB1888  VERT ORDER  -  SECOND    CLASS 0
 GB1888
 GB1888.The horizontal coordinates were scaled from a topographic map and have
 GB1888.an estimated accuracy of +/- 6 seconds.
 GB1888
 GB1888.The orthometric height was determined by differential leveling
 GB1888.and adjusted by the National Geodetic Survey in June 1991..
 GB1888
 GB1888.The geoid height was determined by GEOID03.
 GB1888
 GB1888.The dynamic height is computed by dividing the NAVD 88
 GB1888.geopotential number by the normal gravity value computed on the
 GB1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1888.degrees latitude (g = 980.6199 gals.).
 GB1888
 GB1888.The modeled gravity was interpolated from observed gravity values.
 GB1888
 GB1888;                    North         East    Units  Estimated Accuracy
 GB1888;SPC TN       -   212,020.      634,930.      MT  (+/- 180 meters Scaled)
 GB1888
 GB1888                          SUPERSEDED SURVEY CONTROL
 GB1888
 GB1888  NGVD 29 (??/??/92)  308.890  (m)         1013.42   (f) ADJ UNCH    2 0
 GB1888
 GB1888.Superseded values are not recommended for survey control.
 GB1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1888.See file dsdata.txt to determine how the superseded data were derived.
 GB1888
 GB1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF247118(NAD 83)
 GB1888_MARKER: DD = SURVEY DISK
 GB1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1888_STAMPING: 135-9 1966
 GB1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1888+STABILITY: SURFACE MOTION
 GB1888
 GB1888  HISTORY     - Date     Condition        Report By
 GB1888  HISTORY     - 1966     MONUMENTED       TNHD
 GB1888
 GB1888                          STATION DESCRIPTION
 GB1888
 GB1888'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1888'8.5 MI NW FROM COOKEVILLE.
 GB1888'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1888'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1888'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1888'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1888'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES
 GB1888'TO THE INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE
 GB1888'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON OLD
 GB1888'GAINESBORO ROAD FOR 3.4 MILES TO A FRAME HOUSE AND THE MARK ON
 GB1888'THE RIGHT, 100 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 GB1888'65 FEET NORTH OF A POWER LINE POLE, 25 FEET WEST OF A UTILITY
 GB1888'POLE, 16 FEET NORTHEAST OF THE APPROXIMATE CENTER OF OLD GAINESBORO
 GB1888'ROAD AND 1.6 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GB1888'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1888'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1878 ***********************************************************************
 GA1878  DESIGNATION -  1351
 GA1878  PID         -  GA1878
 GA1878  STATE/COUNTY-  TN/HAMBLEN
 GA1878  USGS QUAD   -  MORRISTOWN (1979)
 GA1878
 GA1878                         *CURRENT SURVEY CONTROL
 GA1878  ___________________________________________________________________
 GA1878* NAD 83(1986)-  36 12 45.     (N)    083 17 56.     (W)     SCALED    
 GA1878* NAVD 88     -       411.288  (meters)    1349.37   (feet)  ADJUSTED  
 GA1878  ___________________________________________________________________
 GA1878  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1878  DYNAMIC HT  -         410.909 (meters)    1348.12  (feet)  COMP
 GA1878  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1878
 GA1878  VERT ORDER  -  FIRST     CLASS I
 GA1878
 GA1878.The horizontal coordinates were scaled from a topographic map and have
 GA1878.an estimated accuracy of +/- 6 seconds.
 GA1878
 GA1878.The orthometric height was determined by differential leveling
 GA1878.and adjusted by the National Geodetic Survey in June 1991..
 GA1878
 GA1878.The geoid height was determined by GEOID03.
 GA1878
 GA1878.The dynamic height is computed by dividing the NAVD 88
 GA1878.geopotential number by the normal gravity value computed on the
 GA1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1878.degrees latitude (g = 980.6199 gals.).
 GA1878
 GA1878.The modeled gravity was interpolated from observed gravity values.
 GA1878
 GA1878;                    North         East    Units  Estimated Accuracy
 GA1878;SPC TN       -   211,850.      842,850.      MT  (+/- 180 meters Scaled)
 GA1878
 GA1878                          SUPERSEDED SURVEY CONTROL
 GA1878
 GA1878  NGVD 29 (??/??/92)  411.416  (m)         1349.79   (f) ADJ UNCH    1 1
 GA1878
 GA1878.Superseded values are not recommended for survey control.
 GA1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1878.See file dsdata.txt to determine how the superseded data were derived.
 GA1878
 GA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA933099(NAD 83)
 GA1878_MARKER: DD = SURVEY DISK
 GA1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1878_SP_SET: BUILDING
 GA1878_STAMPING: 1350.158 FT MC
 GA1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1878
 GA1878  HISTORY     - Date     Condition        Report By
 GA1878  HISTORY     - UNK      MONUMENTED       USGS
 GA1878  HISTORY     - 1967     GOOD             NGS
 GA1878  HISTORY     - 20050526 GOOD             USPSQD
 GA1878
 GA1878                          STATION DESCRIPTION
 GA1878
 GA1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1878'0.2 MI SW FROM MORRISTOWN.
 GA1878'ABOUT 0.25 MILE SOUTHWEST ALONG WEST FIRST NORTH STREET, WHICH
 GA1878'IS U.S. HIGHWAY 11 E, FROM THE HENRY STREET STATION POST OFFICE
 GA1878'AT MORRISTOWN, AT THE NORTHWEST SIDE OF THE HAMBLEN COUNTY
 GA1878'COURT HOUSE, A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY
 GA1878'IN THE NORTHWEST FACE OF THE CORNERSTONE AT THE NORTHEAST
 GA1878'CORNER OF AN OLDER PORTION OF THE BUILDING, 97 FEET SOUTHWEST
 GA1878'OF THE CENTERLINE OF NORTH JACKSON STREET, 74 FEET SOUTHEAST
 GA1878'OF THE CENTERLINE OF WEST SECOND NORTH STREET, 22.7 FEET SOUTHWEST
 GA1878'OF THE NORTH CORNER OF THE BUILDING, 7.7 FEET SOUTHWEST OF THE
 GA1878'SOUTHWEST EDGE OF A WINDOW WELL, AND ABOUT 10 INCHES ABOVE THE
 GA1878'LEVEL OF THE GROUND.  NOTE-- 1350.158 FT MC HAS BEEN STAMPED
 GA1878'OVER THE OLDER STAMPING 1351 FEET M.C. WHICH IS PARTIALLY LEGIBLE.
 GA1878
 GA1878                          STATION RECOVERY (2005)
 GA1878
 GA1878'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GA1878'MARKER IS PAINTED OVER IN THE CREAM COLOR OF THE BUILDING
 GA1878'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0417 ***********************************************************************
 GC0417  DESIGNATION -  13.6
 GC0417  PID         -  GC0417
 GC0417  STATE/COUNTY-  TN/DAVIDSON
 GC0417  USGS QUAD   -  LA VERGNE (1983)
 GC0417
 GC0417                         *CURRENT SURVEY CONTROL
 GC0417  ___________________________________________________________________
 GC0417* NAD 83(1986)-  36 01 47.     (N)    086 36 58.     (W)     SCALED    
 GC0417* NAVD 88     -       184.434  (meters)     605.10   (feet)  ADJUSTED  
 GC0417  ___________________________________________________________________
 GC0417  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0417  DYNAMIC HT  -         184.275 (meters)     604.58  (feet)  COMP
 GC0417  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC0417
 GC0417  VERT ORDER  -  FIRST     CLASS II
 GC0417
 GC0417.The horizontal coordinates were scaled from a topographic map and have
 GC0417.an estimated accuracy of +/- 6 seconds.
 GC0417
 GC0417.The orthometric height was determined by differential leveling
 GC0417.and adjusted by the National Geodetic Survey in June 1991..
 GC0417
 GC0417.The geoid height was determined by GEOID03.
 GC0417
 GC0417.The dynamic height is computed by dividing the NAVD 88
 GC0417.geopotential number by the normal gravity value computed on the
 GC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0417.degrees latitude (g = 980.6199 gals.).
 GC0417
 GC0417.The modeled gravity was interpolated from observed gravity values.
 GC0417
 GC0417;                    North         East    Units  Estimated Accuracy
 GC0417;SPC TN       -   188,390.      544,470.      MT  (+/- 180 meters Scaled)
 GC0417
 GC0417                          SUPERSEDED SURVEY CONTROL
 GC0417
 GC0417  NGVD 29 (??/??/92)  184.451  (m)          605.15   (f) ADJ UNCH    1 2
 GC0417
 GC0417.Superseded values are not recommended for survey control.
 GC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0417.See file dsdata.txt to determine how the superseded data were derived.
 GC0417
 GC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE345873(NAD 83)
 GC0417_MARKER: Z = SEE DESCRIPTION
 GC0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0417_SP_SET: CULVERT
 GC0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0417
 GC0417  HISTORY     - Date     Condition        Report By
 GC0417  HISTORY     - UNK      MONUMENTED       NCRR
 GC0417  HISTORY     - 1949     GOOD             NGS
 GC0417
 GC0417                          STATION DESCRIPTION
 GC0417
 GC0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0417'2.2 MI NW FROM LA VERGNE.
 GC0417'2.2 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0417'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, BETWEEN POLES 13/20
 GC0417'AND 13/21, THE TOP OF NORTH CORNER OF THE NORTHWEST END OF THE
 GC0417'SOUTHWEST HEAD WALL OF A 2-FOOT CONCRETE CULVERT UNDER TRACK,
 GC0417'13 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 5 1/2 FEET
 GC0417'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2645 ***********************************************************************
 AJ2645  DESIGNATION -  136
 AJ2645  PID         -  AJ2645
 AJ2645  STATE/COUNTY-  TN/SHELBY
 AJ2645  USGS QUAD   -  GERMANTOWN (1997)
 AJ2645
 AJ2645                         *CURRENT SURVEY CONTROL
 AJ2645  ___________________________________________________________________
 AJ2645* NAD 83(1995)-  35 02 55.07084(N)    089 47 01.55041(W)     ADJUSTED  
 AJ2645* NAVD 88     -       104.08   (meters)     341.5    (feet)  LEVELING  
 AJ2645  ___________________________________________________________________
 AJ2645  X           -      19,728.292 (meters)                     COMP
 AJ2645  Y           -  -5,227,355.925 (meters)                     COMP
 AJ2645  Z           -   3,642,329.038 (meters)                     COMP
 AJ2645  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AJ2645  ELLIP HEIGHT-          76.61  (meters)          (04/26/01) GPS OBS
 AJ2645  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ2645
 AJ2645  HORZ ORDER  -  FIRST
 AJ2645  VERT ORDER  -  THIRD ?
 AJ2645  ELLP ORDER  -  FOURTH    CLASS I
 AJ2645
 AJ2645.The horizontal coordinates were established by GPS observations
 AJ2645.and adjusted by the National Geodetic Survey in April 2001..
 AJ2645
 AJ2645.The orthometric height was determined by differential leveling.
 AJ2645.The vertical network tie was performed by a horz. field party for horz.
 AJ2645.obs reductions. Reset procedures were used to establish the elevation.
 AJ2645
 AJ2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2645
 AJ2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2645
 AJ2645.The ellipsoidal height was determined by GPS observations
 AJ2645.and is referenced to NAD 83.
 AJ2645
 AJ2645.The geoid height was determined by GEOID03.
 AJ2645
 AJ2645;                    North         East     Units Scale Factor Converg.
 AJ2645;SPC TN       -    86,036.194   254,863.217   MT  1.00004164   -2 12 54.6
 AJ2645;SPC TN       -   282,270.41    836,163.74   sFT  1.00004164   -2 12 54.6
 AJ2645;UTM  16      - 3,881,979.891   246,093.026   MT  1.00039462   -1 35 58.2
 AJ2645
 AJ2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2645!SPC TN       -   0.99998797  x   1.00004164  =   1.00002961
 AJ2645!UTM  16      -   0.99998797  x   1.00039462  =   1.00038259
 AJ2645
 AJ2645                          SUPERSEDED SURVEY CONTROL
 AJ2645
 AJ2645.No superseded survey control is available for this station.
 AJ2645
 AJ2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4609381980(NAD 83)
 AJ2645_MARKER: DD = SURVEY DISK
 AJ2645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2645+WITH SETTING: INFORMATION.
 AJ2645_STAMPING: 136
 AJ2645_MARK LOGO: MLGW  
 AJ2645_PROJECTION: FLUSH
 AJ2645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2645+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2645_ROD/PIPE-DEPTH:  0.8 meters
 AJ2645
 AJ2645  HISTORY     - Date     Condition        Report By
 AJ2645  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2645
 AJ2645                          STATION DESCRIPTION
 AJ2645
 AJ2645'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2645'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2645'MILES (3.22 KM) WEST OF COLLIERVILLE TENNESSEE AND 0.10 MILES (0.16
 AJ2645'KM) WEST OF WINDYKE GOLF COURSE.
 AJ2645'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ROAD AND
 AJ2645'FOREST HILL-IRENE ROAD, PROCEED WEST ON WINCHESTER ROAD APPROXIMATELY
 AJ2645'1.35 MILES (2.17 KM) TO AVENUE OF COMMERCE AT NIKE DISTRIBUTION
 AJ2645'CENTER.  THE STATION IS ON THE RIGHT.
 AJ2645'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2645'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2645'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 197.00 FEET (60.05 M)
 AJ2645'NORTH OF THE CENTERLINE OF WINCHESTER ROAD, 98.80 FEET (30.11 M)
 AJ2645'NORTHEAST OF A FIRE HYDRANT, 44.40 FEET (13.53 M) EAST OF THE
 AJ2645'CENTERLINE OF AVENUE OF COMMERCE, 1.40 FEET (0.43 M) EAST OF THE EAST
 AJ2645'CURB LINE OF AVENUE OF COMMERCE.  THE STATION IS GUARDED BY A YELLOW
 AJ2645'CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2646 ***********************************************************************
 AJ2646  DESIGNATION -  137
 AJ2646  PID         -  AJ2646
 AJ2646  STATE/COUNTY-  TN/SHELBY
 AJ2646  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2646
 AJ2646                         *CURRENT SURVEY CONTROL
 AJ2646  ___________________________________________________________________
 AJ2646* NAD 83(1995)-  35 03 06.52520(N)    089 44 52.95261(W)     ADJUSTED  
 AJ2646* NAVD 88     -       105.44   (meters)     345.9    (feet)  LEVELING  
 AJ2646  ___________________________________________________________________
 AJ2646  X           -      22,986.448 (meters)                     COMP
 AJ2646  Y           -  -5,227,140.985 (meters)                     COMP
 AJ2646  Z           -   3,642,618.786 (meters)                     COMP
 AJ2646  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AJ2646  ELLIP HEIGHT-          77.95  (meters)          (04/26/01) GPS OBS
 AJ2646  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AJ2646
 AJ2646  HORZ ORDER  -  FIRST
 AJ2646  VERT ORDER  -  THIRD ?
 AJ2646  ELLP ORDER  -  FOURTH    CLASS I
 AJ2646
 AJ2646.The horizontal coordinates were established by GPS observations
 AJ2646.and adjusted by the National Geodetic Survey in April 2001..
 AJ2646
 AJ2646.The orthometric height was determined by differential leveling.
 AJ2646.The vertical network tie was performed by a horz. field party for horz.
 AJ2646.obs reductions. Reset procedures were used to establish the elevation.
 AJ2646
 AJ2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2646
 AJ2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2646
 AJ2646.The ellipsoidal height was determined by GPS observations
 AJ2646.and is referenced to NAD 83.
 AJ2646
 AJ2646.The geoid height was determined by GEOID03.
 AJ2646
 AJ2646;                    North         East     Units Scale Factor Converg.
 AJ2646;SPC TN       -    86,263.560   258,133.486   MT  1.00004088   -2 11 39.3
 AJ2646;SPC TN       -   283,016.36    846,892.95   sFT  1.00004088   -2 11 39.3
 AJ2646;UTM  16      - 3,882,242.460   249,361.785   MT  1.00037429   -1 34 44.7
 AJ2646
 AJ2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2646!SPC TN       -   0.99998776  x   1.00004088  =   1.00002864
 AJ2646!UTM  16      -   0.99998776  x   1.00037429  =   1.00036205
 AJ2646
 AJ2646                          SUPERSEDED SURVEY CONTROL
 AJ2646
 AJ2646.No superseded survey control is available for this station.
 AJ2646
 AJ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4936282242(NAD 83)
 AJ2646_MARKER: DD = SURVEY DISK
 AJ2646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2646+WITH SETTING: INFORMATION.
 AJ2646_STAMPING: 137
 AJ2646_MARK LOGO: MLGW  
 AJ2646_PROJECTION: FLUSH
 AJ2646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2646+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2646_ROD/PIPE-DEPTH:  0.8 meters
 AJ2646
 AJ2646  HISTORY     - Date     Condition        Report By
 AJ2646  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2646
 AJ2646                          STATION DESCRIPTION
 AJ2646
 AJ2646'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2646'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2646'MILES (0.97 KM) WEST OF COLLIERVILLE TENNESSEE.
 AJ2646'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ROAD AND
 AJ2646'HOUSTON LEVEE ROAD, PROCEED WEST ON WINCHESTER ROAD APPROXIMATELY 0.85
 AJ2646'MILES (1.37 KM) TO CRESTWYN ROAD, TURN RIGHT AND GO NORTH ON CRESTWYN
 AJ2646'FOR APPROXIMATELY 0.20 MILES (0.32 KM) TO GREEN KNOLL DRIVE TO WEST.
 AJ2646'THE STATION IS ON THE RIGHT.
 AJ2646'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2646'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2646'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 245.00 FEET (74.68 M)
 AJ2646'NORTH OF THE CENTERLINE OF GREEN KNOLL DRIVE WEST, 38.00 FEET (11.58
 AJ2646'M) NORTH OF THE NORTH EDGE OF A CONCRETE DRIVEWAY TO ADDRESS 3546
 AJ2646'CRESTWYN DRIVE, 21.50 FEET (6.55 M) EAST OF THE CENTERLINE OF CRESTWYN
 AJ2646'DRIVE.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP
 AJ2646'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2647 ***********************************************************************
 AJ2647  DESIGNATION -  138
 AJ2647  PID         -  AJ2647
 AJ2647  STATE/COUNTY-  TN/SHELBY
 AJ2647  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2647
 AJ2647                         *CURRENT SURVEY CONTROL
 AJ2647  ___________________________________________________________________
 AJ2647* NAD 83(1995)-  35 03 10.59972(N)    089 42 36.66944(W)     ADJUSTED  
 AJ2647* NAVD 88     -       101.9    (meters)     334.     (feet)  GPS OBS   
 AJ2647  ___________________________________________________________________
 AJ2647  X           -      26,439.737 (meters)                     COMP
 AJ2647  Y           -  -5,227,049.644 (meters)                     COMP
 AJ2647  Z           -   3,642,719.545 (meters)                     COMP
 AJ2647  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2647  ELLIP HEIGHT-          74.41  (meters)          (04/26/01) GPS OBS
 AJ2647  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AJ2647
 AJ2647  HORZ ORDER  -  FIRST
 AJ2647  ELLP ORDER  -  FOURTH    CLASS I
 AJ2647
 AJ2647.The horizontal coordinates were established by GPS observations
 AJ2647.and adjusted by the National Geodetic Survey in April 2001..
 AJ2647
 AJ2647.The orthometric height was determined by GPS observations and a
 AJ2647.high-resolution geoid model.
 AJ2647
 AJ2647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2647
 AJ2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2647
 AJ2647.The ellipsoidal height was determined by GPS observations
 AJ2647.and is referenced to NAD 83.
 AJ2647
 AJ2647.The geoid height was determined by GEOID03.
 AJ2647
 AJ2647;                    North         East     Units Scale Factor Converg.
 AJ2647;SPC TN       -    86,257.469   261,589.545   MT  1.00004062   -2 10 19.5
 AJ2647;SPC TN       -   282,996.38    858,231.70   sFT  1.00004062   -2 10 19.5
 AJ2647;UTM  16      - 3,882,273.473   252,818.826   MT  1.00035307   -1 33 26.4
 AJ2647
 AJ2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2647!SPC TN       -   0.99998832  x   1.00004062  =   1.00002894
 AJ2647!UTM  16      -   0.99998832  x   1.00035307  =   1.00034139
 AJ2647
 AJ2647                          SUPERSEDED SURVEY CONTROL
 AJ2647
 AJ2647.No superseded survey control is available for this station.
 AJ2647
 AJ2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5281982273(NAD 83)
 AJ2647_MARKER: DD = SURVEY DISK
 AJ2647_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2647+WITH SETTING: INFORMATION.
 AJ2647_STAMPING: 138
 AJ2647_MARK LOGO: MLGW  
 AJ2647_PROJECTION: FLUSH
 AJ2647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2647+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 AJ2647_ROD/PIPE-DEPTH:  0.8 meters
 AJ2647
 AJ2647  HISTORY     - Date     Condition        Report By
 AJ2647  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2647  HISTORY     - 20060430 GOOD             GEOCAC
 AJ2647
 AJ2647                          STATION DESCRIPTION
 AJ2647
 AJ2647'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2647'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2647'TENNESSEE.
 AJ2647'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE (HWY 72)
 AJ2647'AND SHEA ROAD, PROCEED NORTH ON SHEA ROAD APPROXIMATELY 0.40 MILES
 AJ2647'(0.64 KM) TO AN INTERSECTION.  TURN RIGHT AND GO EAST ON CAMBROOKE
 AJ2647'COVE APPROXIMATELY 0.10 MILES (0.16 KM) TO NEYLAND DRIVE.  THE STATION
 AJ2647'IS ON THE RIGHT.
 AJ2647'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2647'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2647'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED AT THE SOUTHEAST CORNER
 AJ2647'OF CAMBROOKE COVE AND NEYLAND DRIVE, 28.00 FEET (8.53 M) SOUTH OF THE
 AJ2647'CENTERLINE OF CAMBROOKE COVE, 20.00 FEET (6.10 M) EAST OF THE
 AJ2647'CENTERLINE OF NEYLAND DRIVE, 8.60 FEET (2.62 M) NORTH OF A 6-72 CURB
 AJ2647'INLET, 1.10 FEET (0.34 M) EAST OF THE EAST CURB LINE OF NEYLAND DRIVE.
 AJ2647'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2647
 AJ2647                          STATION RECOVERY (2006)
 AJ2647
 AJ2647'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0757 ***********************************************************************
 GA0757  DESIGNATION -  1389
 GA0757  PID         -  GA0757
 GA0757  STATE/COUNTY-  TN/WASHINGTON
 GA0757  USGS QUAD   -  CHUCKEY (1971)
 GA0757
 GA0757                         *CURRENT SURVEY CONTROL
 GA0757  ___________________________________________________________________
 GA0757* NAD 83(1986)-  36 13 24.     (N)    082 38 04.     (W)     SCALED    
 GA0757* NAVD 88     -       422.720  (meters)    1386.87   (feet)  ADJUSTED  
 GA0757  ___________________________________________________________________
 GA0757  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0757  DYNAMIC HT  -         422.316 (meters)    1385.55  (feet)  COMP
 GA0757  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0757
 GA0757  VERT ORDER  -  SECOND    CLASS 0
 GA0757
 GA0757.The horizontal coordinates were scaled from a topographic map and have
 GA0757.an estimated accuracy of +/- 6 seconds.
 GA0757
 GA0757.The orthometric height was determined by differential leveling
 GA0757.and adjusted by the National Geodetic Survey in June 1991..
 GA0757
 GA0757.The geoid height was determined by GEOID03.
 GA0757
 GA0757.The dynamic height is computed by dividing the NAVD 88
 GA0757.geopotential number by the normal gravity value computed on the
 GA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0757.degrees latitude (g = 980.6199 gals.).
 GA0757
 GA0757.The modeled gravity was interpolated from observed gravity values.
 GA0757
 GA0757;                    North         East    Units  Estimated Accuracy
 GA0757;SPC TN       -   214,900.      902,530.      MT  (+/- 180 meters Scaled)
 GA0757
 GA0757                          SUPERSEDED SURVEY CONTROL
 GA0757
 GA0757  NGVD 29 (??/??/92)  422.863  (m)         1387.34   (f) ADJ UNCH    2 0
 GA0757
 GA0757.Superseded values are not recommended for survey control.
 GA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0757.See file dsdata.txt to determine how the superseded data were derived.
 GA0757
 GA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA531099(NAD 83)
 GA0757_MARKER: DB = BENCH MARK DISK
 GA0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0757_SP_SET: BRIDGE
 GA0757_STAMPING: 1389 ASH
 GA0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0757
 GA0757  HISTORY     - Date     Condition        Report By
 GA0757  HISTORY     - UNK      MONUMENTED       USGS
 GA0757  HISTORY     - 1955     GOOD             NGS
 GA0757
 GA0757                          STATION DESCRIPTION
 GA0757
 GA0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0757'0.2 MI W FROM LIMESTONE.
 GA0757'0.2 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0757'LIMESTONE, WASHINGTON COUNTY, AT MILEAGE 43.5, AT THE BRIDGE
 GA0757'OVER LIMESTONE CREEK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GA0757'EAST CONCRETE RETAINING WALL, AND 10 FEET NORTH OF THE CENTERLINE
 GA0757'OF THE MAIN TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GA0757'STAMPED 1389 ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0391 ***********************************************************************
 GA0391  DESIGNATION -  1389
 GA0391  PID         -  GA0391
 GA0391  STATE/COUNTY-  TN/SULLIVAN
 GA0391  USGS QUAD   -  BLUFF CITY (1968)
 GA0391
 GA0391                         *CURRENT SURVEY CONTROL
 GA0391  ___________________________________________________________________
 GA0391* NAD 83(1986)-  36 28 35.     (N)    082 15 48.     (W)     SCALED    
 GA0391* NAVD 88     -       423.120  (meters)    1388.19   (feet)  ADJUSTED  
 GA0391  ___________________________________________________________________
 GA0391  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0391  DYNAMIC HT  -         422.730 (meters)    1386.91  (feet)  COMP
 GA0391  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA0391
 GA0391  VERT ORDER  -  FIRST     CLASS II
 GA0391
 GA0391.The horizontal coordinates were scaled from a topographic map and have
 GA0391.an estimated accuracy of +/- 6 seconds.
 GA0391
 GA0391.The orthometric height was determined by differential leveling
 GA0391.and adjusted by the National Geodetic Survey in June 1991..
 GA0391
 GA0391.The geoid height was determined by GEOID03.
 GA0391
 GA0391.The dynamic height is computed by dividing the NAVD 88
 GA0391.geopotential number by the normal gravity value computed on the
 GA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0391.degrees latitude (g = 980.6199 gals.).
 GA0391
 GA0391.The modeled gravity was interpolated from observed gravity values.
 GA0391
 GA0391;                    North         East    Units  Estimated Accuracy
 GA0391;SPC TN       -   244,170.      934,800.      MT  (+/- 180 meters Scaled)
 GA0391
 GA0391                          SUPERSEDED SURVEY CONTROL
 GA0391
 GA0391  NGVD 29 (??/??/92)  423.275  (m)         1388.69   (f) ADJ UNCH    1 2
 GA0391
 GA0391.Superseded values are not recommended for survey control.
 GA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0391.See file dsdata.txt to determine how the superseded data were derived.
 GA0391
 GA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA868375(NAD 83)
 GA0391_MARKER: DD = SURVEY DISK
 GA0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0391_SP_SET: ABUTMENT
 GA0391_STAMPING: 1389
 GA0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0391
 GA0391  HISTORY     - Date     Condition        Report By
 GA0391  HISTORY     - UNK      MONUMENTED       USGS
 GA0391  HISTORY     - 1935     POOR             NGS
 GA0391
 GA0391                          STATION DESCRIPTION
 GA0391
 GA0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0391'AT BLUFF CITY.
 GA0391'AT BLUFF CITY, SULLIVAN COUNTY, ON U.S. HIGHWAY 19, 25 FEET WEST
 GA0391'OF THE CENTERLINE OF THE BRIDGE OVER HOLSTON RIVER, AT THE
 GA0391'OLD HIGHWAY BRIDGE, IN THE TOP OF THE EAST END OF THE SOUTH
 GA0391'ABUTMENT, AND 6 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 GA0391'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1389.  NOTE-- ONE HALF OF
 GA0391'THE DISC IS MISSING.  REMAINDER OF THE MARK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2648 ***********************************************************************
 AJ2648  DESIGNATION -  139
 AJ2648  PID         -  AJ2648
 AJ2648  STATE/COUNTY-  TN/SHELBY
 AJ2648  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2648
 AJ2648                         *CURRENT SURVEY CONTROL
 AJ2648  ___________________________________________________________________
 AJ2648* NAD 83(1995)-  35 03 13.11233(N)    089 40 32.10754(W)     ADJUSTED  
 AJ2648* NAVD 88     -        99.9    (meters)     328.     (feet)  GPS OBS   
 AJ2648  ___________________________________________________________________
 AJ2648  X           -      29,596.050 (meters)                     COMP
 AJ2648  Y           -  -5,226,986.558 (meters)                     COMP
 AJ2648  Z           -   3,642,781.743 (meters)                     COMP
 AJ2648  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2648  ELLIP HEIGHT-          72.34  (meters)          (04/26/01) GPS OBS
 AJ2648  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AJ2648
 AJ2648  HORZ ORDER  -  FIRST
 AJ2648  ELLP ORDER  -  FOURTH    CLASS I
 AJ2648
 AJ2648.The horizontal coordinates were established by GPS observations
 AJ2648.and adjusted by the National Geodetic Survey in April 2001..
 AJ2648
 AJ2648.The orthometric height was determined by GPS observations and a
 AJ2648.high-resolution geoid model.
 AJ2648
 AJ2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2648
 AJ2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2648
 AJ2648.The ellipsoidal height was determined by GPS observations
 AJ2648.and is referenced to NAD 83.
 AJ2648
 AJ2648.The geoid height was determined by GEOID03.
 AJ2648
 AJ2648;                    North         East     Units Scale Factor Converg.
 AJ2648;SPC TN       -    86,215.764   264,746.916   MT  1.00004045   -2 09 06.6
 AJ2648;SPC TN       -   282,859.55    868,590.51   sFT  1.00004045   -2 09 06.6
 AJ2648;UTM  16      - 3,882,265.634   255,977.420   MT  1.00033395   -1 32 14.9
 AJ2648
 AJ2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2648!SPC TN       -   0.99998865  x   1.00004045  =   1.00002909
 AJ2648!UTM  16      -   0.99998865  x   1.00033395  =   1.00032259
 AJ2648
 AJ2648                          SUPERSEDED SURVEY CONTROL
 AJ2648
 AJ2648.No superseded survey control is available for this station.
 AJ2648
 AJ2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5597782266(NAD 83)
 AJ2648_MARKER: DD = SURVEY DISK
 AJ2648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2648+WITH SETTING: INFORMATION.
 AJ2648_STAMPING: 139
 AJ2648_MARK LOGO: MLGW  
 AJ2648_PROJECTION: FLUSH
 AJ2648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2648+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2648_ROD/PIPE-DEPTH:  0.8 meters
 AJ2648
 AJ2648  HISTORY     - Date     Condition        Report By
 AJ2648  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2648  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 AJ2648
 AJ2648                          STATION DESCRIPTION
 AJ2648
 AJ2648'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2648'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2648'TENNESSEE.
 AJ2648'TO REACH THE STATION FROM THE INTERSECTION OF PETERSON LAKE ROAD AND
 AJ2648'WHITE ROAD, PROCEED WEST ON WHITE ROAD APPROXIMATELY 0.30 MILES (0.48
 AJ2648'KM) TO DOVE VALLEY ROAD.  THE STATION IS ON THE RIGHT.
 AJ2648'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2648'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2648'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 409.00 FEET (124.66 M)
 AJ2648'WEST OF THE CENTERLINE OF RILLBROOK DRIVE, 8.30 FEET (2.53 M) NORTH OF
 AJ2648'THE NORTH CURBLINE OF WHITE ROAD AT THE CENTERLINE PROJECTION OF DOVE
 AJ2648'VALLEY ROAD, 41.00 FEET (12.50 M) EAST OF A POWER POLE NO.  170737.
 AJ2648'THE CAP AND CONCRETE EXTENDS 0.50 FEET (15.24 CM) ABOUE THE GROUND.
 AJ2648
 AJ2648                          STATION RECOVERY (2006)
 AJ2648
 AJ2648'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2648'MARK NOT FOUND.  SIDEWALK HAS BEEN RECENTLY REPAIRED IN THIS AREA, AND
 AJ2648'THERE IS A DEPRESSION IN THE AREA WHERE THE MARK SHOULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2048 ***********************************************************************
 FB2048  DESIGNATION -  1397.3
 FB2048  PID         -  FB2048
 FB2048  STATE/COUNTY-  TN/BLOUNT
 FB2048  USGS QUAD   -  GATLINBURG (1979)
 FB2048
 FB2048                         *CURRENT SURVEY CONTROL
 FB2048  ___________________________________________________________________
 FB2048* NAD 83(1986)-  35 41 30.     (N)    083 34 11.     (W)     SCALED    
 FB2048* NAVD 88     -       425.94   (+/-2cm)    1397.4    (feet)  VERTCON   
 FB2048  ___________________________________________________________________
 FB2048  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FB2048
 FB2048  VERT ORDER  -  ? (See Below)
 FB2048
 FB2048.The horizontal coordinates were scaled from a topographic map and have
 FB2048.an estimated accuracy of +/- 6 seconds.
 FB2048
 FB2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2048.The vertical order pertains to the NGVD 29 superseded value.
 FB2048
 FB2048.The geoid height was determined by GEOID03.
 FB2048
 FB2048;                    North         East    Units  Estimated Accuracy
 FB2048;SPC TN       -   153,440.      819,940.      MT  (+/- 180 meters Scaled)
 FB2048
 FB2048                          SUPERSEDED SURVEY CONTROL
 FB2048
 FB2048  NGVD 29 (??/??/92)  426.022  (m)         1397.71   (f) ADJ UNCH    ?  
 FB2048
 FB2048.Superseded values are not recommended for survey control.
 FB2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2048.See file dsdata.txt to determine how the superseded data were derived.
 FB2048
 FB2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV674527(NAD 83)
 FB2048_MARKER: Q = CHISELED SQUARE
 FB2048_SETTING: 80 = SET IN A BOULDER
 FB2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2048+STABILITY: SURFACE MOTION
 FB2048
 FB2048  HISTORY     - Date     Condition        Report By
 FB2048  HISTORY     - UNK      MONUMENTED       USGS
 FB2048  HISTORY     - 1935     GOOD             NGS
 FB2048
 FB2048                          STATION DESCRIPTION
 FB2048
 FB2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2048'0.9 MI E FROM TOWNSEND.
 FB2048'0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM TOWNSEND, THENCE 2.9
 FB2048'MILES NORTHEAST ALONG THE WEAR VALLEY ROAD, AT A HORSESHOE BEND,
 FB2048'30 FEET EAST OF A DRAIN, 30 FEET NORTH OF THE ROAD, ON A HILLSIDE,
 FB2048'AND ON THE TOP OF A LIMESTONE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0910 ***********************************************************************
 GD0910  DESIGNATION -  14 A
 GD0910  PID         -  GD0910
 GD0910  STATE/COUNTY-  TN/LAKE
 GD0910  USGS QUAD   -  TIPTONVILLE (1981)
 GD0910
 GD0910                         *CURRENT SURVEY CONTROL
 GD0910  ___________________________________________________________________
 GD0910* NAD 83(1986)-  36 28 06.     (N)    089 29 57.     (W)     SCALED    
 GD0910* NAVD 88     -        90.738  (meters)     297.70   (feet)  POSTED    
 GD0910  ___________________________________________________________________
 GD0910  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0910  DYNAMIC HT  -          90.670 (meters)     297.47  (feet)  COMP
 GD0910  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GD0910
 GD0910  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0910
 GD0910.The horizontal coordinates were scaled from a topographic map and have
 GD0910.an estimated accuracy of +/- 6 seconds.
 GD0910
 GD0910.The orthometric height was determined by differential leveling
 GD0910.and adjusted by the National Geodetic Survey in 1992..
 GD0910.No vertical observational check was made to the station.
 GD0910.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0910.was located on a no-check spur therefore a value was not computed.
 GD0910
 GD0910.The geoid height was determined by GEOID03.
 GD0910
 GD0910.The dynamic height is computed by dividing the NAVD 88
 GD0910.geopotential number by the normal gravity value computed on the
 GD0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0910.degrees latitude (g = 980.6199 gals.).
 GD0910
 GD0910.The modeled gravity was interpolated from observed gravity values.
 GD0910
 GD0910;                    North         East    Units  Estimated Accuracy
 GD0910;SPC TN       -   242,490.      286,440.      MT  (+/- 180 meters Scaled)
 GD0910
 GD0910                          SUPERSEDED SURVEY CONTROL
 GD0910
 GD0910  NGVD 29 (??/??/??)   90.782  (m)          297.84   (f) ADJUSTED    1 2
 GD0910
 GD0910.Superseded values are not recommended for survey control.
 GD0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0910.See file dsdata.txt to determine how the superseded data were derived.
 GD0910
 GD0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF760387(NAD 83)
 GD0910_MARKER: P = PIPE CAP
 GD0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0910
 GD0910  HISTORY     - Date     Condition        Report By
 GD0910  HISTORY     - UNK      MONUMENTED       MRC
 GD0910  HISTORY     - 1943     GOOD             CGS
 GD0910
 GD0910                          STATION DESCRIPTION
 GD0910
 GD0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0910'2.6 MI NW FROM CATES.
 GD0910'2.6 MILES NORTHWEST ALONG THE TIPTONVILLE-NEW MADRID FERRY
 GD0910'ROAD FROM THE SCHOOL BUILDING AT CATES, THENCE 0.1 MILE EAST
 GD0910'ALONG A TRACK ROAD, 300 FEET EAST OF THE TOP OF THE LEVEE, 9
 GD0910'FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTHWEST OF A
 GD0910'24-INCH SWEET GUM TREE, 3.5 FEET NORTH OF A FENCE, AND 3 FEET
 GD0910'NORTH OF A WHITE WOODEN WITNESS POST.  A MISSISSIPPI RIVER
 GD0910'COMMISSION STANDARD CAP, FASTENED ON THE TOP OF A 3-INCH IRON
 GD0910'PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0694 ***********************************************************************
 GC0694  DESIGNATION -  140
 GC0694  PID         -  GC0694
 GC0694  STATE/COUNTY-  TN/DAVIDSON
 GC0694  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0694
 GC0694                         *CURRENT SURVEY CONTROL
 GC0694  ___________________________________________________________________
 GC0694* NAD 83(1986)-  36 08 56.     (N)    086 41 01.     (W)     SCALED    
 GC0694* NAVD 88     -       136.567  (meters)     448.05   (feet)  ADJUSTED  
 GC0694  ___________________________________________________________________
 GC0694  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0694  DYNAMIC HT  -         136.450 (meters)     447.67  (feet)  COMP
 GC0694  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0694
 GC0694  VERT ORDER  -  SECOND    CLASS 0
 GC0694
 GC0694.The horizontal coordinates were scaled from a topographic map and have
 GC0694.an estimated accuracy of +/- 6 seconds.
 GC0694
 GC0694.The orthometric height was determined by differential leveling
 GC0694.and adjusted by the National Geodetic Survey in June 1991..
 GC0694
 GC0694.The geoid height was determined by GEOID03.
 GC0694
 GC0694.The dynamic height is computed by dividing the NAVD 88
 GC0694.geopotential number by the normal gravity value computed on the
 GC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0694.degrees latitude (g = 980.6199 gals.).
 GC0694
 GC0694.The modeled gravity was interpolated from observed gravity values.
 GC0694
 GC0694;                    North         East    Units  Estimated Accuracy
 GC0694;SPC TN       -   201,650.      538,480.      MT  (+/- 180 meters Scaled)
 GC0694
 GC0694                          SUPERSEDED SURVEY CONTROL
 GC0694
 GC0694  NGVD 29 (??/??/92)  136.590  (m)          448.13   (f) ADJ UNCH    2 0
 GC0694
 GC0694.Superseded values are not recommended for survey control.
 GC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0694.See file dsdata.txt to determine how the superseded data were derived.
 GC0694
 GC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF284005(NAD 83)
 GC0694_MARKER: DD = SURVEY DISK
 GC0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0694_STAMPING: 140 1924
 GC0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0694+STABILITY: SURFACE MOTION
 GC0694
 GC0694  HISTORY     - Date     Condition        Report By
 GC0694  HISTORY     - 1924     MONUMENTED       TNGS
 GC0694  HISTORY     - 1960     GOOD             NGS
 GC0694
 GC0694                          STATION DESCRIPTION
 GC0694
 GC0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0694'8.5 MI E FROM NASHVILLE.
 GC0694'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0694'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0694'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0694'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0694'MILE EAST ON 0.8 MILE EAST ON ELM HILL PIKE, THEN 1.3 MILES
 GC0694'SOUTHEAST ON DABBS AVENUE, THEN 0.5 MILE NORTH ON MC GAVOCK
 GC0694'PIKE.  THE BENCH MARK IS 99 FT. WEST OF THE SOUTHWEST CORNER OF
 GC0694'A BARN. 24 FT. EAST OF THE CENTER OF MC GAVOCK PIKE, 25 FT.
 GC0694'SOUTH OF A TELEPHONE POLE, 1.4 FT. WEST OF A FENCE, AND 2 FT.
 GC0694'ABOVE THE LEVEL OF THE ROAD.  THE DISK IS SET IN TOP OF A
 GC0694'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2649 ***********************************************************************
 AJ2649  DESIGNATION -  140
 AJ2649  PID         -  AJ2649
 AJ2649  STATE/COUNTY-  TN/SHELBY
 AJ2649  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2649
 AJ2649                         *CURRENT SURVEY CONTROL
 AJ2649  ___________________________________________________________________
 AJ2649* NAD 83(1995)-  35 02 41.83767(N)    089 38 34.73573(W)     ADJUSTED  
 AJ2649* NAVD 88     -       109.4    (meters)     359.     (feet)  GPS OBS   
 AJ2649  ___________________________________________________________________
 AJ2649  X           -      32,573.878 (meters)                     COMP
 AJ2649  Y           -  -5,227,530.108 (meters)                     COMP
 AJ2649  Z           -   3,641,998.155 (meters)                     COMP
 AJ2649  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AJ2649  ELLIP HEIGHT-          81.81  (meters)          (04/26/01) GPS OBS
 AJ2649  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AJ2649
 AJ2649  HORZ ORDER  -  FIRST
 AJ2649  ELLP ORDER  -  FOURTH    CLASS I
 AJ2649
 AJ2649.The horizontal coordinates were established by GPS observations
 AJ2649.and adjusted by the National Geodetic Survey in April 2001..
 AJ2649
 AJ2649.The orthometric height was determined by GPS observations and a
 AJ2649.high-resolution geoid model.
 AJ2649
 AJ2649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2649
 AJ2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2649
 AJ2649.The ellipsoidal height was determined by GPS observations
 AJ2649.and is referenced to NAD 83.
 AJ2649
 AJ2649.The geoid height was determined by GEOID03.
 AJ2649
 AJ2649;                    North         East     Units Scale Factor Converg.
 AJ2649;SPC TN       -    85,141.408   267,683.439   MT  1.00004251   -2 07 57.9
 AJ2649;SPC TN       -   279,334.77    878,224.75   sFT  1.00004251   -2 07 57.9
 AJ2649;UTM  16      - 3,881,222.531   258,926.129   MT  1.00031632   -1 31 06.2
 AJ2649
 AJ2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2649!SPC TN       -   0.99998716  x   1.00004251  =   1.00002967
 AJ2649!UTM  16      -   0.99998716  x   1.00031632  =   1.00030347
 AJ2649
 AJ2649                          SUPERSEDED SURVEY CONTROL
 AJ2649
 AJ2649.No superseded survey control is available for this station.
 AJ2649
 AJ2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5892681223(NAD 83)
 AJ2649_MARKER: DD = SURVEY DISK
 AJ2649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2649+WITH SETTING: INFORMATION.
 AJ2649_STAMPING: 140
 AJ2649_MARK LOGO: MLGW  
 AJ2649_PROJECTION: FLUSH
 AJ2649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2649+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 AJ2649_ROD/PIPE-DEPTH:  0.8 meters
 AJ2649
 AJ2649  HISTORY     - Date     Condition        Report By
 AJ2649  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2649  HISTORY     - 20060402 GOOD             GEOCAC
 AJ2649
 AJ2649                          STATION DESCRIPTION
 AJ2649
 AJ2649'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2649'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2649'TENNESSEE AT THE SHELBY-FAYETTE COUNTY LINE.
 AJ2649'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE (TENNESSEE
 AJ2649'HIGHWAY 57) AND PROGRESS ROAD, PROCEED EAST ON POPLAR AVENUE 0.30
 AJ2649'MILES (0.48 KM) TO THE COUNTY LINE.  THE STATION IS ON THE LEFT.
 AJ2649'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2649'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2649'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 31.00 FEET (9.45 M)
 AJ2649'NORTH OF THE CENTERLINE OF POPLAR AVENUE, 10.70 FEET (3.26 M) NORTH OF
 AJ2649'A SHELBY COUNTY SIGN FOR WEST BOUND TRAFFIC, 10.50 FEET (3.20 M) WEST
 AJ2649'OF A TELEPHONE POLE NO.  23, 7.00 FEET (2.13 M) SOUTH OF A BARBWIRE
 AJ2649'FENCE LINE.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE
 AJ2649'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2649
 AJ2649                          STATION RECOVERY (2006)
 AJ2649
 AJ2649'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1898 ***********************************************************************
 FB1898  DESIGNATION -  1402
 FB1898  PID         -  FB1898
 FB1898  STATE/COUNTY-  TN/KNOX
 FB1898  USGS QUAD   -  KNOXVILLE (1978)
 FB1898
 FB1898                         *CURRENT SURVEY CONTROL
 FB1898  ___________________________________________________________________
 FB1898* NAD 83(1986)-  35 57 07.     (N)    083 57 32.     (W)     SCALED    
 FB1898* NAVD 88     -       260.491  (meters)     854.63   (feet)  POSTED    
 FB1898  ___________________________________________________________________
 FB1898  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1898  DYNAMIC HT  -         260.250 (meters)     853.84  (feet)  COMP
 FB1898  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FB1898
 FB1898  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FB1898
 FB1898.The horizontal coordinates were scaled from a topographic map and have
 FB1898.an estimated accuracy of +/- 6 seconds.
 FB1898
 FB1898.The orthometric height was determined by differential leveling
 FB1898.and adjusted by the National Geodetic Survey in 1992..
 FB1898.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FB1898.rate of 2.1 thru 3.0 mm/km.
 FB1898
 FB1898.The geoid height was determined by GEOID03.
 FB1898
 FB1898.The dynamic height is computed by dividing the NAVD 88
 FB1898.geopotential number by the normal gravity value computed on the
 FB1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1898.degrees latitude (g = 980.6199 gals.).
 FB1898
 FB1898.The modeled gravity was interpolated from observed gravity values.
 FB1898
 FB1898;                    North         East    Units  Estimated Accuracy
 FB1898;SPC TN       -   181,500.      784,120.      MT  (+/- 180 meters Scaled)
 FB1898
 FB1898                          SUPERSEDED SURVEY CONTROL
 FB1898
 FB1898  NGVD 29 (??/??/92)  260.634  (m)          855.10   (f) ADJ UNCH    1 2
 FB1898
 FB1898.Superseded values are not recommended for survey control.
 FB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1898.See file dsdata.txt to determine how the superseded data were derived.
 FB1898
 FB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV331826(NAD 83)
 FB1898_MARKER: DD = SURVEY DISK
 FB1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1898_STAMPING: 1402
 FB1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1898+STABILITY: SURFACE MOTION
 FB1898
 FB1898  HISTORY     - Date     Condition        Report By
 FB1898  HISTORY     - UNK      MONUMENTED       TNGS
 FB1898  HISTORY     - 1950     GOOD             NGS
 FB1898  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1898  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1898
 FB1898                          STATION DESCRIPTION
 FB1898
 FB1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1898'2.5 MI SW FROM KNOXVILLE.
 FB1898'2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1898'AT KNOXVILLE, 0.5 MILE SOUTHWEST OF A STREET CROSSING AT CHEROKEE
 FB1898'SPINNING MILL, 299 FEET NORTHEAST OF SIGNAL 1333 A, AND 16 FEET
 FB1898'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 FB1898'DISK, STAMPED 1402 AND SET IN THE TOP OF A CONCRETE POST.
 FB1898
 FB1898                          STATION RECOVERY (1968)
 FB1898
 FB1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1898'MARK NOT FOUND.
 FB1898
 FB1898                          STATION RECOVERY (1982)
 FB1898
 FB1898'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1901 ***********************************************************************
 FB1901  DESIGNATION -  1403
 FB1901  PID         -  FB1901
 FB1901  STATE/COUNTY-  TN/KNOX
 FB1901  USGS QUAD   -  KNOXVILLE (1978)
 FB1901
 FB1901                         *CURRENT SURVEY CONTROL
 FB1901  ___________________________________________________________________
 FB1901* NAD 83(1986)-  35 56 50.     (N)    083 58 05.     (W)     SCALED    
 FB1901* NAVD 88     -       265.063  (meters)     869.63   (feet)  POSTED    
 FB1901  ___________________________________________________________________
 FB1901  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1901  DYNAMIC HT  -         264.820 (meters)     868.83  (feet)  COMP
 FB1901  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FB1901
 FB1901  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FB1901
 FB1901.The horizontal coordinates were scaled from a topographic map and have
 FB1901.an estimated accuracy of +/- 6 seconds.
 FB1901
 FB1901.The orthometric height was determined by differential leveling
 FB1901.and adjusted by the National Geodetic Survey in 1992..
 FB1901.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FB1901.rate of 2.1 thru 3.0 mm/km.
 FB1901
 FB1901.The geoid height was determined by GEOID03.
 FB1901
 FB1901.The dynamic height is computed by dividing the NAVD 88
 FB1901.geopotential number by the normal gravity value computed on the
 FB1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1901.degrees latitude (g = 980.6199 gals.).
 FB1901
 FB1901.The modeled gravity was interpolated from observed gravity values.
 FB1901
 FB1901;                    North         East    Units  Estimated Accuracy
 FB1901;SPC TN       -   180,960.      783,310.      MT  (+/- 180 meters Scaled)
 FB1901
 FB1901                          SUPERSEDED SURVEY CONTROL
 FB1901
 FB1901  NGVD 29 (??/??/92)  265.206  (m)          870.10   (f) ADJ UNCH    1 2
 FB1901
 FB1901.Superseded values are not recommended for survey control.
 FB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1901.See file dsdata.txt to determine how the superseded data were derived.
 FB1901
 FB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV322821(NAD 83)
 FB1901_MARKER: DD = SURVEY DISK
 FB1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1901_STAMPING: 1403
 FB1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1901+STABILITY: SURFACE MOTION
 FB1901
 FB1901  HISTORY     - Date     Condition        Report By
 FB1901  HISTORY     - UNK      MONUMENTED       TNGS
 FB1901  HISTORY     - 1950     GOOD             NGS
 FB1901  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1901  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1901
 FB1901                          STATION DESCRIPTION
 FB1901
 FB1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1901'3 MI SW FROM KNOXVILLE.
 FB1901'3.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1901'AT KNOXVILLE, 1,725 FEET SOUTHWEST OF A TRESTLE OVER A CREEK, 1000
 FB1901'FEET NORTHEAST OF MILEPOST 134, 896 FEET NORTHEAST OF THE
 FB1901'MC GEE-TYSON AIRPORT STONE ROAD, AT THE SOUTHEAST CORNER OF THE
 FB1901'AIRPORT FIELD, AND 17.3 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FB1901'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1403 AND SET IN
 FB1901'THE TOP OF A CONCRETE POST.
 FB1901
 FB1901                          STATION RECOVERY (1968)
 FB1901
 FB1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1901'MARK NOT FOUND.
 FB1901
 FB1901                          STATION RECOVERY (1982)
 FB1901
 FB1901'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1902 ***********************************************************************
 FB1902  DESIGNATION -  1403 A
 FB1902  PID         -  FB1902
 FB1902  STATE/COUNTY-  TN/KNOX
 FB1902  USGS QUAD   -  KNOXVILLE (1978)
 FB1902
 FB1902                         *CURRENT SURVEY CONTROL
 FB1902  ___________________________________________________________________
 FB1902* NAD 83(1986)-  35 56 46.     (N)    083 58 17.     (W)     SCALED    
 FB1902* NAVD 88     -       267.122  (meters)     876.38   (feet)  ADJUSTED  
 FB1902  ___________________________________________________________________
 FB1902  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1902  DYNAMIC HT  -         266.873 (meters)     875.57  (feet)  COMP
 FB1902  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1902
 FB1902  VERT ORDER  -  FIRST     CLASS I
 FB1902
 FB1902.The horizontal coordinates were scaled from a topographic map and have
 FB1902.an estimated accuracy of +/- 6 seconds.
 FB1902
 FB1902.The orthometric height was determined by differential leveling
 FB1902.and adjusted by the National Geodetic Survey in June 1991..
 FB1902
 FB1902.The geoid height was determined by GEOID03.
 FB1902
 FB1902.The dynamic height is computed by dividing the NAVD 88
 FB1902.geopotential number by the normal gravity value computed on the
 FB1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1902.degrees latitude (g = 980.6199 gals.).
 FB1902
 FB1902.The modeled gravity was interpolated from observed gravity values.
 FB1902
 FB1902;                    North         East    Units  Estimated Accuracy
 FB1902;SPC TN       -   180,830.      783,010.      MT  (+/- 180 meters Scaled)
 FB1902
 FB1902                          SUPERSEDED SURVEY CONTROL
 FB1902
 FB1902  NGVD 29 (??/??/92)  267.258  (m)          876.83   (f) ADJ UNCH    1 1
 FB1902
 FB1902.Superseded values are not recommended for survey control.
 FB1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1902.See file dsdata.txt to determine how the superseded data were derived.
 FB1902
 FB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319820(NAD 83)
 FB1902_MARKER: DD = SURVEY DISK
 FB1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1902_STAMPING: 1403 A
 FB1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1902+STABILITY: SURFACE MOTION
 FB1902
 FB1902  HISTORY     - Date     Condition        Report By
 FB1902  HISTORY     - UNK      MONUMENTED       TNGS
 FB1902  HISTORY     - 1968     GOOD             NGS
 FB1902
 FB1902                          STATION DESCRIPTION
 FB1902
 FB1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1902'2.1 MI NE FROM BEARDEN.
 FB1902'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1902'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.75 MILE NORTHEAST
 FB1902'OF U.S. HIGHWAY 11 OVERPASS OVER THE TRACK, 101 FEET WEST OF THE
 FB1902'CENTER OF A BLACKTOP ROAD CROSSING (TOBLER LANE), 96 FEET
 FB1902'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12.8 FEET NORTHWEST OF
 FB1902'THE NORTHWEST RAIL, 4.2 FEET NORTHWEST OF MILEPOST 134, ABOUT
 FB1902'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FB1902'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 FB1902'NOTE-- THE MARK WAS STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1903 ***********************************************************************
 FB1903  DESIGNATION -  1404
 FB1903  PID         -  FB1903
 FB1903  STATE/COUNTY-  TN/KNOX
 FB1903  USGS QUAD   -  KNOXVILLE (1978)
 FB1903
 FB1903                         *CURRENT SURVEY CONTROL
 FB1903  ___________________________________________________________________
 FB1903* NAD 83(1986)-  35 56 42.     (N)    083 58 35.     (W)     SCALED    
 FB1903* NAVD 88     -       271.444  (meters)     890.56   (feet)  ADJUSTED  
 FB1903  ___________________________________________________________________
 FB1903  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1903  DYNAMIC HT  -         271.192 (meters)     889.74  (feet)  COMP
 FB1903  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FB1903
 FB1903  VERT ORDER  -  FIRST     CLASS II
 FB1903
 FB1903.The horizontal coordinates were scaled from a topographic map and have
 FB1903.an estimated accuracy of +/- 6 seconds.
 FB1903
 FB1903.The orthometric height was determined by differential leveling
 FB1903.and adjusted by the National Geodetic Survey in June 1991..
 FB1903
 FB1903.The geoid height was determined by GEOID03.
 FB1903
 FB1903.The dynamic height is computed by dividing the NAVD 88
 FB1903.geopotential number by the normal gravity value computed on the
 FB1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1903.degrees latitude (g = 980.6199 gals.).
 FB1903
 FB1903.The modeled gravity was interpolated from observed gravity values.
 FB1903
 FB1903;                    North         East    Units  Estimated Accuracy
 FB1903;SPC TN       -   180,700.      782,560.      MT  (+/- 180 meters Scaled)
 FB1903
 FB1903                          SUPERSEDED SURVEY CONTROL
 FB1903
 FB1903  NGVD 29 (??/??/92)  271.585  (m)          891.03   (f) ADJ UNCH    1 2
 FB1903
 FB1903.Superseded values are not recommended for survey control.
 FB1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1903.See file dsdata.txt to determine how the superseded data were derived.
 FB1903
 FB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315819(NAD 83)
 FB1903_MARKER: DD = SURVEY DISK
 FB1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1903_STAMPING: 1404
 FB1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1903+STABILITY: SURFACE MOTION
 FB1903
 FB1903  HISTORY     - Date     Condition        Report By
 FB1903  HISTORY     - UNK      MONUMENTED       TNGS
 FB1903  HISTORY     - 1961     GOOD             NGS
 FB1903  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1903  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1903
 FB1903                          STATION DESCRIPTION
 FB1903
 FB1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1903'AT BEARDEN.
 FB1903'FROM THE POST OFFICE IN BEARDEN, GO 1.3 MILES WEST ON KINGSTON
 FB1903'PIKE, THEN 0.15 MILES SOUTH ON NORTH SHORE DRIVE TO A RAILROAD
 FB1903'OVERPASS, THEN GO 1.6 MILE EAST ON THE SOUTHERN RAILWAY.  THE
 FB1903'BENCH MARK IS ABOUT 1.400 FT. SOUTHWEST OF MILEPOST 134, ABOUT
 FB1903'6 RAILS WEST OF A WHISTLE POST, 36 FT. NORTH OF THE NORTH RAIL,
 FB1903'35 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSING PROJECT APT.
 FB1903'193, 21.3 FT. SOUTH OF THE SOUTH SIDE OF THE HOUSING PROJECT
 FB1903'BUILDING, 5.6 FT. NORTH OF THE RAILWAY RIGHT-OF-WAY FENCE.  THE
 FB1903'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS
 FB1903'ABOUT 5 FT. ABOVE THE LEVEL OF THE TRACKS.
 FB1903
 FB1903                          STATION RECOVERY (1968)
 FB1903
 FB1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1903'MARK NOT FOUND.
 FB1903
 FB1903                          STATION RECOVERY (1982)
 FB1903
 FB1903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1905 ***********************************************************************
 FB1905  DESIGNATION -  1405
 FB1905  PID         -  FB1905
 FB1905  STATE/COUNTY-  TN/KNOX
 FB1905  USGS QUAD   -  KNOXVILLE (1978)
 FB1905
 FB1905                         *CURRENT SURVEY CONTROL
 FB1905  ___________________________________________________________________
 FB1905* NAD 83(1986)-  35 56 20.     (N)    083 59 08.     (W)     SCALED    
 FB1905* NAVD 88     -       278.853  (meters)     914.87   (feet)  ADJUSTED  
 FB1905  ___________________________________________________________________
 FB1905  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1905  DYNAMIC HT  -         278.594 (meters)     914.02  (feet)  COMP
 FB1905  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FB1905
 FB1905  VERT ORDER  -  FIRST     CLASS I
 FB1905
 FB1905.The horizontal coordinates were scaled from a topographic map and have
 FB1905.an estimated accuracy of +/- 6 seconds.
 FB1905
 FB1905.The orthometric height was determined by differential leveling
 FB1905.and adjusted by the National Geodetic Survey in June 1991..
 FB1905
 FB1905.The geoid height was determined by GEOID03.
 FB1905
 FB1905.The dynamic height is computed by dividing the NAVD 88
 FB1905.geopotential number by the normal gravity value computed on the
 FB1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1905.degrees latitude (g = 980.6199 gals.).
 FB1905
 FB1905.The modeled gravity was interpolated from observed gravity values.
 FB1905
 FB1905;                    North         East    Units  Estimated Accuracy
 FB1905;SPC TN       -   180,010.      781,750.      MT  (+/- 180 meters Scaled)
 FB1905
 FB1905                          SUPERSEDED SURVEY CONTROL
 FB1905
 FB1905  NGVD 29 (??/??/92)  278.988  (m)          915.31   (f) ADJ UNCH    1 1
 FB1905
 FB1905.Superseded values are not recommended for survey control.
 FB1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1905.See file dsdata.txt to determine how the superseded data were derived.
 FB1905
 FB1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV306812(NAD 83)
 FB1905_MARKER: DD = SURVEY DISK
 FB1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1905_STAMPING: 1405
 FB1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1905+STABILITY: SURFACE MOTION
 FB1905
 FB1905  HISTORY     - Date     Condition        Report By
 FB1905  HISTORY     - UNK      MONUMENTED       TNGS
 FB1905  HISTORY     - 1968     GOOD             NGS
 FB1905  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1905
 FB1905                          STATION DESCRIPTION
 FB1905
 FB1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1905'AT BEARDEN.
 FB1905'AT BEARDEN, ABOUT 1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1905'FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.25
 FB1905'MILE SOUTHWEST OF U.S. HIGHWAY 11 OVERPASS OVER THE TRACK, ABOUT
 FB1905'0.1 MILE NORTHEAST OF MILEPOST 135, 103 FEET SOUTHWEST OF THE
 FB1905'SOUTH CORNER OF A CHAIN LINK FENCE AROUND A CONCRETE READY MIX
 FB1905'PLANT, 67.3 FEET EAST OF THE EAST CORNER OF A ONE STORY CONCRETE
 FB1905'BLOCK BUILDING, 14.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.1
 FB1905'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 FB1905'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FB1905'1.2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE CONCRETE
 FB1905'POST LEANS TO THE NORTHEAST, BUT IS SOLID.
 FB1905
 FB1905                          STATION RECOVERY (1982)
 FB1905
 FB1905'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1906 ***********************************************************************
 FB1906  DESIGNATION -  1406
 FB1906  PID         -  FB1906
 FB1906  STATE/COUNTY-  TN/KNOX
 FB1906  USGS QUAD   -  KNOXVILLE (1978)
 FB1906
 FB1906                         *CURRENT SURVEY CONTROL
 FB1906  ___________________________________________________________________
 FB1906* NAD 83(1986)-  35 56 07.     (N)    083 59 26.     (W)     SCALED    
 FB1906* NAVD 88     -       274.173  (meters)     899.52   (feet)  POSTED    
 FB1906  ___________________________________________________________________
 FB1906  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1906  DYNAMIC HT  -         273.920 (meters)     898.69  (feet)  COMP
 FB1906  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FB1906
 FB1906  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FB1906
 FB1906.The horizontal coordinates were scaled from a topographic map and have
 FB1906.an estimated accuracy of +/- 6 seconds.
 FB1906
 FB1906.The orthometric height was determined by differential leveling
 FB1906.and adjusted by the National Geodetic Survey in 1992..
 FB1906.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FB1906.rate of 0.0 thru 1.0 mm/km.
 FB1906
 FB1906.The geoid height was determined by GEOID03.
 FB1906
 FB1906.The dynamic height is computed by dividing the NAVD 88
 FB1906.geopotential number by the normal gravity value computed on the
 FB1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1906.degrees latitude (g = 980.6199 gals.).
 FB1906
 FB1906.The modeled gravity was interpolated from observed gravity values.
 FB1906
 FB1906;                    North         East    Units  Estimated Accuracy
 FB1906;SPC TN       -   179,600.      781,310.      MT  (+/- 180 meters Scaled)
 FB1906
 FB1906                          SUPERSEDED SURVEY CONTROL
 FB1906
 FB1906  NGVD 29 (??/??/92)  274.312  (m)          899.97   (f) ADJ UNCH    1 2
 FB1906
 FB1906.Superseded values are not recommended for survey control.
 FB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1906.See file dsdata.txt to determine how the superseded data were derived.
 FB1906
 FB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV302809(NAD 83)
 FB1906_MARKER: DD = SURVEY DISK
 FB1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1906_STAMPING: 1406
 FB1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1906+STABILITY: SURFACE MOTION
 FB1906
 FB1906  HISTORY     - Date     Condition        Report By
 FB1906  HISTORY     - UNK      MONUMENTED       TNGS
 FB1906  HISTORY     - 1961     MARK NOT FOUND   NGS
 FB1906  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1906  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1906
 FB1906                          STATION DESCRIPTION
 FB1906
 FB1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1906'AT BEARDEN.
 FB1906'0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1906'AT BEARDEN, NEAR THE BOWMAN HAT CO. BUILDING, AT SIGNAL 1354 A,
 FB1906'39 YARDS NORTHEAST OF A SWITCH FROG, 13 YARDS EAST OF A DOUBLE POLE
 FB1906'TELEGRAPH SUPPORT, ON THE RAILROAD BERM, AND 1 FOOT LOWER THAN THE
 FB1906'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 1406 AND
 FB1906'SET IN THE TOP OF A CONCRETE POST.
 FB1906
 FB1906                          STATION RECOVERY (1968)
 FB1906
 FB1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1906'MARK NOT FOUND.
 FB1906
 FB1906                          STATION RECOVERY (1982)
 FB1906
 FB1906'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1908 ***********************************************************************
 FB1908  DESIGNATION -  1407
 FB1908  PID         -  FB1908
 FB1908  STATE/COUNTY-  TN/KNOX
 FB1908  USGS QUAD   -  KNOXVILLE (1978)
 FB1908
 FB1908                         *CURRENT SURVEY CONTROL
 FB1908  ___________________________________________________________________
 FB1908* NAD 83(1986)-  35 56 02.     (N)    083 59 39.     (W)     SCALED    
 FB1908* NAVD 88     -       271.497  (meters)     890.74   (feet)  ADJUSTED  
 FB1908  ___________________________________________________________________
 FB1908  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1908  DYNAMIC HT  -         271.244 (meters)     889.91  (feet)  COMP
 FB1908  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FB1908
 FB1908  VERT ORDER  -  FIRST     CLASS I
 FB1908
 FB1908.The horizontal coordinates were scaled from a topographic map and have
 FB1908.an estimated accuracy of +/- 6 seconds.
 FB1908
 FB1908.The orthometric height was determined by differential leveling
 FB1908.and adjusted by the National Geodetic Survey in June 1991..
 FB1908
 FB1908.The geoid height was determined by GEOID03.
 FB1908
 FB1908.The dynamic height is computed by dividing the NAVD 88
 FB1908.geopotential number by the normal gravity value computed on the
 FB1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1908.degrees latitude (g = 980.6199 gals.).
 FB1908
 FB1908.The modeled gravity was interpolated from observed gravity values.
 FB1908
 FB1908;                    North         East    Units  Estimated Accuracy
 FB1908;SPC TN       -   179,440.      780,980.      MT  (+/- 180 meters Scaled)
 FB1908
 FB1908                          SUPERSEDED SURVEY CONTROL
 FB1908
 FB1908  NGVD 29 (??/??/92)  271.631  (m)          891.18   (f) ADJ UNCH    1 1
 FB1908
 FB1908.Superseded values are not recommended for survey control.
 FB1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1908.See file dsdata.txt to determine how the superseded data were derived.
 FB1908
 FB1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV298807(NAD 83)
 FB1908_MARKER: DD = SURVEY DISK
 FB1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1908_STAMPING: 1407
 FB1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1908+STABILITY: SURFACE MOTION
 FB1908
 FB1908  HISTORY     - Date     Condition        Report By
 FB1908  HISTORY     - UNK      MONUMENTED       TNGS
 FB1908  HISTORY     - 1968     GOOD             NGS
 FB1908
 FB1908                          STATION DESCRIPTION
 FB1908
 FB1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1908'AT BEARDEN.
 FB1908'AT BEARDEN, ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1908'FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.4 MILE
 FB1908'SOUTHWEST OF MILEPOST 135, ABOUT 7 RAILS SOUTHWEST OF THE SOUTHWEST
 FB1908'END OF A CURVE IN THE TRACK, NEAR THE TWELFTH HOLE OF A LARGE GOLF
 FB1908'COURSE, 29 1/2 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A
 FB1908'WALKWAY OVER A 30-INCH PIPE CULVERT AT A DITCH AT THE GOLF
 FB1908'COURSE, 7.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 2 FEET
 FB1908'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FB1908'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0116 ***********************************************************************
 FC0116  DESIGNATION -  1408
 FC0116  PID         -  FC0116
 FC0116  STATE/COUNTY-  TN/KNOX
 FC0116  USGS QUAD   -  BEARDEN (1990)
 FC0116
 FC0116                         *CURRENT SURVEY CONTROL
 FC0116  ___________________________________________________________________
 FC0116* NAD 83(1986)-  35 55 52.     (N)    084 00 10.     (W)     SCALED    
 FC0116* NAVD 88     -       267.981  (meters)     879.20   (feet)  ADJUSTED  
 FC0116  ___________________________________________________________________
 FC0116  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0116  DYNAMIC HT  -         267.731 (meters)     878.38  (feet)  COMP
 FC0116  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FC0116
 FC0116  VERT ORDER  -  FIRST     CLASS I
 FC0116
 FC0116.The horizontal coordinates were scaled from a topographic map and have
 FC0116.an estimated accuracy of +/- 6 seconds.
 FC0116
 FC0116.The orthometric height was determined by differential leveling
 FC0116.and adjusted by the National Geodetic Survey in June 1991..
 FC0116
 FC0116.The geoid height was determined by GEOID03.
 FC0116
 FC0116.The dynamic height is computed by dividing the NAVD 88
 FC0116.geopotential number by the normal gravity value computed on the
 FC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0116.degrees latitude (g = 980.6199 gals.).
 FC0116
 FC0116.The modeled gravity was interpolated from observed gravity values.
 FC0116
 FC0116;                    North         East    Units  Estimated Accuracy
 FC0116;SPC TN       -   179,110.      780,210.      MT  (+/- 180 meters Scaled)
 FC0116
 FC0116                          SUPERSEDED SURVEY CONTROL
 FC0116
 FC0116  NGVD 29 (??/??/92)  268.113  (m)          879.63   (f) ADJ UNCH    1 1
 FC0116
 FC0116.Superseded values are not recommended for survey control.
 FC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0116.See file dsdata.txt to determine how the superseded data were derived.
 FC0116
 FC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE704804(NAD 83)
 FC0116_MARKER: DD = SURVEY DISK
 FC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0116_STAMPING: 1408
 FC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0116+STABILITY: SURFACE MOTION
 FC0116
 FC0116  HISTORY     - Date     Condition        Report By
 FC0116  HISTORY     - UNK      MONUMENTED       TNGS
 FC0116  HISTORY     - 1968     GOOD             NGS
 FC0116  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FC0116
 FC0116                          STATION DESCRIPTION
 FC0116
 FC0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0116'AT BEARDEN.
 FC0116'AT BEARDEN, ABOUT 78 YARDS SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0116'FROM THE CENTER OF RAILWAY OVERPASS OVER LAKE SHORE DRIVE, ABOUT
 FC0116'0.1 MILE SOUTHWEST OF MILEPOST 136, 41 FEET WEST OF AND ACROSS THE
 FC0116'TRACK FROM A 4-INCH METAL POST SUPPORTING A RAILWAY TELEPHONE,
 FC0116'20.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FC0116'28 1/2 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A STREET
 FC0116'THAT LEADS NORTHWEST AWAY FROM THE TRACK, 1.5 FEET SOUTHEAST OF
 FC0116'A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 FC0116'GROUND AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 FC0116'LEVEL OF THE GROUND.
 FC0116
 FC0116                          STATION RECOVERY (1982)
 FC0116
 FC0116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0113 ***********************************************************************
 FC0113  DESIGNATION -  1411
 FC0113  PID         -  FC0113
 FC0113  STATE/COUNTY-  TN/KNOX
 FC0113  USGS QUAD   -  BEARDEN (1990)
 FC0113
 FC0113                         *CURRENT SURVEY CONTROL
 FC0113  ___________________________________________________________________
 FC0113* NAD 83(1986)-  35 55 01.     (N)    084 01 49.     (W)     SCALED    
 FC0113* NAVD 88     -       285.013  (meters)     935.08   (feet)  ADJUSTED  
 FC0113  ___________________________________________________________________
 FC0113  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0113  DYNAMIC HT  -         284.747 (meters)     934.21  (feet)  COMP
 FC0113  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0113
 FC0113  VERT ORDER  -  FIRST     CLASS I
 FC0113
 FC0113.The horizontal coordinates were scaled from a topographic map and have
 FC0113.an estimated accuracy of +/- 6 seconds.
 FC0113
 FC0113.The orthometric height was determined by differential leveling
 FC0113.and adjusted by the National Geodetic Survey in June 1991..
 FC0113
 FC0113.The geoid height was determined by GEOID03.
 FC0113
 FC0113.The dynamic height is computed by dividing the NAVD 88
 FC0113.geopotential number by the normal gravity value computed on the
 FC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0113.degrees latitude (g = 980.6199 gals.).
 FC0113
 FC0113.The modeled gravity was interpolated from observed gravity values.
 FC0113
 FC0113;                    North         East    Units  Estimated Accuracy
 FC0113;SPC TN       -   177,490.      777,760.      MT  (+/- 180 meters Scaled)
 FC0113
 FC0113                          SUPERSEDED SURVEY CONTROL
 FC0113
 FC0113  NGVD 29 (??/??/92)  285.147  (m)          935.52   (f) ADJ UNCH    1 1
 FC0113
 FC0113.Superseded values are not recommended for survey control.
 FC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0113.See file dsdata.txt to determine how the superseded data were derived.
 FC0113
 FC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE679788(NAD 83)
 FC0113_MARKER: DB = BENCH MARK DISK
 FC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0113_STAMPING: 1411
 FC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0113+STABILITY: SURFACE MOTION
 FC0113
 FC0113  HISTORY     - Date     Condition        Report By
 FC0113  HISTORY     - UNK      MONUMENTED       TNGS
 FC0113  HISTORY     - 1968     GOOD             NGS
 FC0113  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FC0113
 FC0113                          STATION DESCRIPTION
 FC0113
 FC0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0113'1.8 MI SW FROM BEARDEN.
 FC0113'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0113'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.1 MILE NORTHEAST
 FC0113'OF MILEPOST 138, 18 FEET WEST OF THE CENTER OF THE CROSSING OF
 FC0113'MORRELL ROAD, 9.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 13 FEET
 FC0113'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF THE
 FC0113'SOUTHEAST END OF THE CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT
 FC0113'UNDER THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FC0113'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FC0113'GROUND.  NOTE-- THIS PARTY WAS INFORMED THAT THE ROAD WOULD BE
 FC0113'REBUILT TO 4 LANES AND THE MARK DESTROYED.
 FC0113
 FC0113                          STATION RECOVERY (1982)
 FC0113
 FC0113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0111 ***********************************************************************
 FC0111  DESIGNATION -  1412
 FC0111  PID         -  FC0111
 FC0111  STATE/COUNTY-  TN/KNOX
 FC0111  USGS QUAD   -  BEARDEN (1990)
 FC0111
 FC0111                         *CURRENT SURVEY CONTROL
 FC0111  ___________________________________________________________________
 FC0111* NAD 83(1986)-  35 54 50.     (N)    084 02 06.     (W)     SCALED    
 FC0111* NAVD 88     -       288.889  (meters)     947.80   (feet)  POSTED    
 FC0111  ___________________________________________________________________
 FC0111  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0111  DYNAMIC HT  -         288.620 (meters)     946.91  (feet)  COMP
 FC0111  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FC0111
 FC0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0111
 FC0111.The horizontal coordinates were scaled from a topographic map and have
 FC0111.an estimated accuracy of +/- 6 seconds.
 FC0111
 FC0111.The orthometric height was determined by differential leveling
 FC0111.and adjusted by the National Geodetic Survey in 1992..
 FC0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0111.rate of 0.0 thru 1.0 mm/km.
 FC0111
 FC0111.The geoid height was determined by GEOID03.
 FC0111
 FC0111.The dynamic height is computed by dividing the NAVD 88
 FC0111.geopotential number by the normal gravity value computed on the
 FC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0111.degrees latitude (g = 980.6199 gals.).
 FC0111
 FC0111.The modeled gravity was interpolated from observed gravity values.
 FC0111
 FC0111;                    North         East    Units  Estimated Accuracy
 FC0111;SPC TN       -   177,140.      777,340.      MT  (+/- 180 meters Scaled)
 FC0111
 FC0111                          SUPERSEDED SURVEY CONTROL
 FC0111
 FC0111  NGVD 29 (??/??/92)  289.027  (m)          948.25   (f) ADJ UNCH    1 2
 FC0111
 FC0111.Superseded values are not recommended for survey control.
 FC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0111.See file dsdata.txt to determine how the superseded data were derived.
 FC0111
 FC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE675784(NAD 83)
 FC0111_MARKER: DD = SURVEY DISK
 FC0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0111_STAMPING: 1412
 FC0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0111+STABILITY: SURFACE MOTION
 FC0111
 FC0111  HISTORY     - Date     Condition        Report By
 FC0111  HISTORY     - UNK      MONUMENTED       TNGS
 FC0111  HISTORY     - 1936     GOOD             NGS
 FC0111  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0111
 FC0111                          STATION DESCRIPTION
 FC0111
 FC0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0111'2.2 MI SW FROM BEARDEN.
 FC0111'2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0111'BEARDEN, KNOX COUNTY, 1,240 FEET SOUTHWEST OF WRIGHTS FERRY ROAD,
 FC0111'200 FEET SOUTHWEST OF A FENCE LEADING TO A WHITE HOUSE ABOUT 1/4
 FC0111'MILE SOUTHEAST OF THE TRACK, OPPOSITE A WHISTLE POST, AND 15 FEET
 FC0111'NORTH OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 FC0111'DISK, STAMPED 1412 AND SET IN THE TOP OF A CONCRETE POST.
 FC0111
 FC0111                          STATION RECOVERY (1968)
 FC0111
 FC0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0110 ***********************************************************************
 FC0110  DESIGNATION -  1413
 FC0110  PID         -  FC0110
 FC0110  STATE/COUNTY-  TN/KNOX
 FC0110  USGS QUAD   -  BEARDEN (1990)
 FC0110
 FC0110                         *CURRENT SURVEY CONTROL
 FC0110  ___________________________________________________________________
 FC0110* NAD 83(1986)-  35 54 32.     (N)    084 02 30.     (W)     SCALED    
 FC0110* NAVD 88     -       296.440  (meters)     972.57   (feet)  POSTED    
 FC0110  ___________________________________________________________________
 FC0110  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0110  DYNAMIC HT  -         296.160 (meters)     971.65  (feet)  COMP
 FC0110  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0110
 FC0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0110
 FC0110.The horizontal coordinates were scaled from a topographic map and have
 FC0110.an estimated accuracy of +/- 6 seconds.
 FC0110
 FC0110.The orthometric height was determined by differential leveling
 FC0110.and adjusted by the National Geodetic Survey in 1992..
 FC0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0110.rate of 0.0 thru 1.0 mm/km.
 FC0110
 FC0110.The geoid height was determined by GEOID03.
 FC0110
 FC0110.The dynamic height is computed by dividing the NAVD 88
 FC0110.geopotential number by the normal gravity value computed on the
 FC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0110.degrees latitude (g = 980.6199 gals.).
 FC0110
 FC0110.The modeled gravity was interpolated from observed gravity values.
 FC0110
 FC0110;                    North         East    Units  Estimated Accuracy
 FC0110;SPC TN       -   176,580.      776,750.      MT  (+/- 180 meters Scaled)
 FC0110
 FC0110                          SUPERSEDED SURVEY CONTROL
 FC0110
 FC0110  NGVD 29 (??/??/92)  296.578  (m)          973.02   (f) ADJ UNCH    1 2
 FC0110
 FC0110.Superseded values are not recommended for survey control.
 FC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0110.See file dsdata.txt to determine how the superseded data were derived.
 FC0110
 FC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE669778(NAD 83)
 FC0110_MARKER: DD = SURVEY DISK
 FC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0110_STAMPING: 1413
 FC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0110+STABILITY: SURFACE MOTION
 FC0110
 FC0110  HISTORY     - Date     Condition        Report By
 FC0110  HISTORY     - UNK      MONUMENTED       TNGS
 FC0110  HISTORY     - 1936     GOOD             NGS
 FC0110  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0110
 FC0110                          STATION DESCRIPTION
 FC0110
 FC0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0110'0.2 MI NE FROM WRIGHT.
 FC0110'0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0110'AT WRIGHT, KNOX COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 140, 17
 FC0110'RAILS SOUTHWEST OF A FARM-ROAD CROSSING, 11 YARDS NORTHEAST OF THE
 FC0110'FIRST POLE NORTHEAST OF POLE E 42, ON A HIGH BANK AT A CUT, AND
 FC0110'12 FEET HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD DISK,
 FC0110'STAMPED 1413 AND SET IN THE TOP OF A CONCRETE POST.
 FC0110
 FC0110                          STATION RECOVERY (1968)
 FC0110
 FC0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0108 ***********************************************************************
 FC0108  DESIGNATION -  1414
 FC0108  PID         -  FC0108
 FC0108  STATE/COUNTY-  TN/KNOX
 FC0108  USGS QUAD   -  BEARDEN (1990)
 FC0108
 FC0108                         *CURRENT SURVEY CONTROL
 FC0108  ___________________________________________________________________
 FC0108* NAD 83(1986)-  35 54 02.     (N)    084 03 11.     (W)     SCALED    
 FC0108* NAVD 88     -       286.357  (meters)     939.49   (feet)  POSTED    
 FC0108  ___________________________________________________________________
 FC0108  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0108  DYNAMIC HT  -         286.090 (meters)     938.61  (feet)  COMP
 FC0108  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0108
 FC0108  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FC0108
 FC0108.The horizontal coordinates were scaled from a topographic map and have
 FC0108.an estimated accuracy of +/- 6 seconds.
 FC0108
 FC0108.The orthometric height was determined by differential leveling
 FC0108.and adjusted by the National Geodetic Survey in 1992..
 FC0108.No vertical observational check was made to the station.
 FC0108.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FC0108.was located on a no-check spur therefore a value was not computed.
 FC0108
 FC0108.The geoid height was determined by GEOID03.
 FC0108
 FC0108.The dynamic height is computed by dividing the NAVD 88
 FC0108.geopotential number by the normal gravity value computed on the
 FC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0108.degrees latitude (g = 980.6199 gals.).
 FC0108
 FC0108.The modeled gravity was interpolated from observed gravity values.
 FC0108
 FC0108;                    North         East    Units  Estimated Accuracy
 FC0108;SPC TN       -   175,630.      775,740.      MT  (+/- 180 meters Scaled)
 FC0108
 FC0108                          SUPERSEDED SURVEY CONTROL
 FC0108
 FC0108  NGVD 29 (??/??/92)  286.494  (m)          939.94   (f) ADJ UNCH    1 2
 FC0108
 FC0108.Superseded values are not recommended for survey control.
 FC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0108.See file dsdata.txt to determine how the superseded data were derived.
 FC0108
 FC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE659769(NAD 83)
 FC0108_MARKER: DD = SURVEY DISK
 FC0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0108_STAMPING: 1414
 FC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0108+STABILITY: SURFACE MOTION
 FC0108
 FC0108  HISTORY     - Date     Condition        Report By
 FC0108  HISTORY     - UNK      MONUMENTED       TNGS
 FC0108  HISTORY     - 1936     GOOD             NGS
 FC0108  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0108
 FC0108                          STATION DESCRIPTION
 FC0108
 FC0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0108'1.1 MI NE FROM EBENEZER.
 FC0108'1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE
 FC0108'AT EBENEZER, KNOX COUNTY, AT A GROUP OF SECTION HOUSES SOUTHWEST
 FC0108'OF THE STATION AT WRIGHT, 57 FEET NORTHEAST OF THE NORTHEAST
 FC0108'CORNER OF THE NORTHEAST HOUSE, 12 FEET SOUTHEAST OF THE CENTERLINE
 FC0108'OF THE WEST EMERY-EBENEZER ROAD, 5 FEET NORTHWEST OF THE STUMP
 FC0108'OF A 12-INCH TREE, 6 FEET NORTHWEST OF THE FENCE, AND ABOUT LEVEL
 FC0108'WITH THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 1414 AND
 FC0108'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 FC0108'1936 THAT THIS MARK WAS IN DANGER OF DESTRUCTION DUE TO ROAD
 FC0108'CONSTRUCTION.
 FC0108
 FC0108                          STATION RECOVERY (1968)
 FC0108
 FC0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0106 ***********************************************************************
 FC0106  DESIGNATION -  1415
 FC0106  PID         -  FC0106
 FC0106  STATE/COUNTY-  TN/KNOX
 FC0106  USGS QUAD   -  BEARDEN (1990)
 FC0106
 FC0106                         *CURRENT SURVEY CONTROL
 FC0106  ___________________________________________________________________
 FC0106* NAD 83(1986)-  35 53 48.     (N)    084 03 50.     (W)     SCALED    
 FC0106* NAVD 88     -       278.663  (meters)     914.25   (feet)  POSTED    
 FC0106  ___________________________________________________________________
 FC0106  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0106  DYNAMIC HT  -         278.400 (meters)     913.38  (feet)  COMP
 FC0106  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FC0106
 FC0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0106
 FC0106.The horizontal coordinates were scaled from a topographic map and have
 FC0106.an estimated accuracy of +/- 6 seconds.
 FC0106
 FC0106.The orthometric height was determined by differential leveling
 FC0106.and adjusted by the National Geodetic Survey in 1992..
 FC0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0106.rate of 0.0 thru 1.0 mm/km.
 FC0106
 FC0106.The geoid height was determined by GEOID03.
 FC0106
 FC0106.The dynamic height is computed by dividing the NAVD 88
 FC0106.geopotential number by the normal gravity value computed on the
 FC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0106.degrees latitude (g = 980.6199 gals.).
 FC0106
 FC0106.The modeled gravity was interpolated from observed gravity values.
 FC0106
 FC0106;                    North         East    Units  Estimated Accuracy
 FC0106;SPC TN       -   175,180.      774,770.      MT  (+/- 180 meters Scaled)
 FC0106
 FC0106                          SUPERSEDED SURVEY CONTROL
 FC0106
 FC0106  NGVD 29 (??/??/92)  278.796  (m)          914.68   (f) ADJ UNCH    1 2
 FC0106
 FC0106.Superseded values are not recommended for survey control.
 FC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0106.See file dsdata.txt to determine how the superseded data were derived.
 FC0106
 FC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE650764(NAD 83)
 FC0106_MARKER: DD = SURVEY DISK
 FC0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0106_STAMPING: 1415
 FC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0106+STABILITY: SURFACE MOTION
 FC0106
 FC0106  HISTORY     - Date     Condition        Report By
 FC0106  HISTORY     - UNK      MONUMENTED       TNGS
 FC0106  HISTORY     - 1936     GOOD             NGS
 FC0106  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0106
 FC0106                          STATION DESCRIPTION
 FC0106
 FC0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0106'0.4 MI NE FROM EBENEZER.
 FC0106'0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE
 FC0106'AT EBENEZER, KNOX COUNTY, 249 FEET SOUTHWEST OF SIGNAL 1402 A, 11
 FC0106'RAILS SOUTHWEST OF A TOOL HOUSE, 240 FEET SOUTHWEST OF A GRADE
 FC0106'CROSSING, AT THE TOP OF A 20-FOOT RAILROAD FILL, ON THE OUTSIDE
 FC0106'OF A CURVE, 25 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 FC0106'20 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, AND ABOUT 3 FEET
 FC0106'LOWER THAN THE TOP OF THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK,
 FC0106'STAMPED 1415 AND SET IN THE TOP OF A CONCRETE POST.
 FC0106
 FC0106                          STATION RECOVERY (1968)
 FC0106
 FC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0105 ***********************************************************************
 FC0105  DESIGNATION -  1416
 FC0105  PID         -  FC0105
 FC0105  STATE/COUNTY-  TN/KNOX
 FC0105  USGS QUAD   -  BEARDEN (1990)
 FC0105
 FC0105                         *CURRENT SURVEY CONTROL
 FC0105  ___________________________________________________________________
 FC0105* NAD 83(1986)-  35 53 46.     (N)    084 04 26.     (W)     SCALED    
 FC0105* NAVD 88     -       274.511  (meters)     900.62   (feet)  ADJUSTED  
 FC0105  ___________________________________________________________________
 FC0105  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0105  DYNAMIC HT  -         274.255 (meters)     899.78  (feet)  COMP
 FC0105  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC0105
 FC0105  VERT ORDER  -  FIRST     CLASS I
 FC0105
 FC0105.The horizontal coordinates were scaled from a topographic map and have
 FC0105.an estimated accuracy of +/- 6 seconds.
 FC0105
 FC0105.The orthometric height was determined by differential leveling
 FC0105.and adjusted by the National Geodetic Survey in June 1991..
 FC0105
 FC0105.The geoid height was determined by GEOID03.
 FC0105
 FC0105.The dynamic height is computed by dividing the NAVD 88
 FC0105.geopotential number by the normal gravity value computed on the
 FC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0105.degrees latitude (g = 980.6199 gals.).
 FC0105
 FC0105.The modeled gravity was interpolated from observed gravity values.
 FC0105
 FC0105;                    North         East    Units  Estimated Accuracy
 FC0105;SPC TN       -   175,100.      773,870.      MT  (+/- 180 meters Scaled)
 FC0105
 FC0105                          SUPERSEDED SURVEY CONTROL
 FC0105
 FC0105  NGVD 29 (??/??/92)  274.645  (m)          901.06   (f) ADJ UNCH    1 1
 FC0105
 FC0105.Superseded values are not recommended for survey control.
 FC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0105.See file dsdata.txt to determine how the superseded data were derived.
 FC0105
 FC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE641763(NAD 83)
 FC0105_MARKER: DD = SURVEY DISK
 FC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0105_STAMPING: 1416
 FC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0105+STABILITY: SURFACE MOTION
 FC0105
 FC0105  HISTORY     - Date     Condition        Report By
 FC0105  HISTORY     - UNK      MONUMENTED       TNGS
 FC0105  HISTORY     - 1968     GOOD             NGS
 FC0105
 FC0105                          STATION DESCRIPTION
 FC0105
 FC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0105'4.2 MI NE FROM CONCORD.
 FC0105'ABOUT 4.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0105'POST OFFICE AT CONCORD, ALSO ABOUT 4.7 MILES SOUTHWEST ALONG THE
 FC0105'SOUTHERN RAILWAY FROM THE RAILWAY OVERPASS OVER LAKE SHORE DRIVE
 FC0105'AT BEARDEN, ABOUT 0.2 MILE NORTHEAST OF THE MILEPOST 141, ABOUT
 FC0105'0.15 MILE WEST OF THE CROSSING OF EBENEZER ROAD, AT THE WEST END
 FC0105'OF A LONG LOW CUT, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 FC0105'EXTENDING EAST AND SOUTHWEST, 21.3 FEET NORTH OF THE NORTH RAIL AND
 FC0105'IS ON LINE WITH THE NORTH RAIL ON THE EAST SIDE OF THE CURVE,
 FC0105'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0105'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0104 ***********************************************************************
 FC0104  DESIGNATION -  1417
 FC0104  PID         -  FC0104
 FC0104  STATE/COUNTY-  TN/KNOX
 FC0104  USGS QUAD   -  BEARDEN (1990)
 FC0104
 FC0104                         *CURRENT SURVEY CONTROL
 FC0104  ___________________________________________________________________
 FC0104* NAD 83(1986)-  35 53 41.     (N)    084 04 42.     (W)     SCALED    
 FC0104* NAVD 88     -       275.455  (meters)     903.72   (feet)  ADJUSTED  
 FC0104  ___________________________________________________________________
 FC0104  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0104  DYNAMIC HT  -         275.198 (meters)     902.88  (feet)  COMP
 FC0104  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC0104
 FC0104  VERT ORDER  -  FIRST     CLASS I
 FC0104
 FC0104.The horizontal coordinates were scaled from a topographic map and have
 FC0104.an estimated accuracy of +/- 6 seconds.
 FC0104
 FC0104.The orthometric height was determined by differential leveling
 FC0104.and adjusted by the National Geodetic Survey in June 1991..
 FC0104
 FC0104.The geoid height was determined by GEOID03.
 FC0104
 FC0104.The dynamic height is computed by dividing the NAVD 88
 FC0104.geopotential number by the normal gravity value computed on the
 FC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0104.degrees latitude (g = 980.6199 gals.).
 FC0104
 FC0104.The modeled gravity was interpolated from observed gravity values.
 FC0104
 FC0104;                    North         East    Units  Estimated Accuracy
 FC0104;SPC TN       -   174,940.      773,480.      MT  (+/- 180 meters Scaled)
 FC0104
 FC0104                          SUPERSEDED SURVEY CONTROL
 FC0104
 FC0104  NGVD 29 (??/??/92)  275.589  (m)          904.16   (f) ADJ UNCH    1 1
 FC0104
 FC0104.Superseded values are not recommended for survey control.
 FC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0104.See file dsdata.txt to determine how the superseded data were derived.
 FC0104
 FC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE637762(NAD 83)
 FC0104_MARKER: DD = SURVEY DISK
 FC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0104_STAMPING: 1417
 FC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0104+STABILITY: SURFACE MOTION
 FC0104
 FC0104  HISTORY     - Date     Condition        Report By
 FC0104  HISTORY     - UNK      MONUMENTED       TNGS
 FC0104  HISTORY     - 1968     GOOD             NGS
 FC0104
 FC0104                          STATION DESCRIPTION
 FC0104
 FC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0104'3.9 MI NE FROM CONCORD.
 FC0104'ABOUT 3.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0104'POST OFFICE AT CONCORD, ABOUT 155 YARDS SOUTHWEST OF MILEPOST 141,
 FC0104'ON THE OUTSIDE OF AND TOWARD THE NORTHEAST END OF A CURVE WITH
 FC0104'TANGENTS EXTENDING WEST AND NORTHEAST, ABOUT 75 FEET SOUTHWEST
 FC0104'OF THE SOUTHWEST END OF A ROCK CLIFF, 18 FEET SOUTHEAST OF THE
 FC0104'SOUTHEAST RAIL, 6 1/2 FEET NORTH OF A TELEGRAPH POLE, ABOUT 8 FEET
 FC0104'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0104'1 INCH BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0103 ***********************************************************************
 FC0103  DESIGNATION -  1418
 FC0103  PID         -  FC0103
 FC0103  STATE/COUNTY-  TN/KNOX
 FC0103  USGS QUAD   -  BEARDEN (1990)
 FC0103
 FC0103                         *CURRENT SURVEY CONTROL
 FC0103  ___________________________________________________________________
 FC0103* NAD 83(1986)-  35 53 38.     (N)    084 05 04.     (W)     SCALED    
 FC0103* NAVD 88     -       276.971  (meters)     908.70   (feet)  ADJUSTED  
 FC0103  ___________________________________________________________________
 FC0103  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0103  DYNAMIC HT  -         276.712 (meters)     907.85  (feet)  COMP
 FC0103  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0103
 FC0103  VERT ORDER  -  FIRST     CLASS I
 FC0103
 FC0103.The horizontal coordinates were scaled from a topographic map and have
 FC0103.an estimated accuracy of +/- 6 seconds.
 FC0103
 FC0103.The orthometric height was determined by differential leveling
 FC0103.and adjusted by the National Geodetic Survey in June 1991..
 FC0103
 FC0103.The geoid height was determined by GEOID03.
 FC0103
 FC0103.The dynamic height is computed by dividing the NAVD 88
 FC0103.geopotential number by the normal gravity value computed on the
 FC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0103.degrees latitude (g = 980.6199 gals.).
 FC0103
 FC0103.The modeled gravity was interpolated from observed gravity values.
 FC0103
 FC0103;                    North         East    Units  Estimated Accuracy
 FC0103;SPC TN       -   174,840.      772,930.      MT  (+/- 180 meters Scaled)
 FC0103
 FC0103                          SUPERSEDED SURVEY CONTROL
 FC0103
 FC0103  NGVD 29 (??/??/92)  277.103  (m)          909.13   (f) ADJ UNCH    1 1
 FC0103
 FC0103.Superseded values are not recommended for survey control.
 FC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0103.See file dsdata.txt to determine how the superseded data were derived.
 FC0103
 FC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE631761(NAD 83)
 FC0103_MARKER: DD = SURVEY DISK
 FC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0103_STAMPING: 1418
 FC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0103+STABILITY: SURFACE MOTION
 FC0103
 FC0103  HISTORY     - Date     Condition        Report By
 FC0103  HISTORY     - UNK      MONUMENTED       TNGS
 FC0103  HISTORY     - 1968     GOOD             NGS
 FC0103
 FC0103                          STATION DESCRIPTION
 FC0103
 FC0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0103'3.6 MI NE FROM CONCORD.
 FC0103'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0103'POST OFFICE AT CONCORD, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 141,
 FC0103'ABOUT 150 FEET NORTHWEST OF THE NORTHWEST RAIL, ON THE TOP OF A
 FC0103'SMALL KNOLL, NEAR A ONE STORY WHITE FRAME FARMHOUSE, 52 1/2 FEET
 FC0103'WEST OF THE SOUTH CORNER OF THE HOUSE, 40 FEET EAST-SOUTHEAST OF A
 FC0103'20-INCH CEDAR TREE, 19 FEET EAST OF A 14-INCH BOX ELDER TREE,
 FC0103'ABOUT 40 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FC0103'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0102 ***********************************************************************
 FC0102  DESIGNATION -  1419
 FC0102  PID         -  FC0102
 FC0102  STATE/COUNTY-  TN/KNOX
 FC0102  USGS QUAD   -  BEARDEN (1990)
 FC0102
 FC0102                         *CURRENT SURVEY CONTROL
 FC0102  ___________________________________________________________________
 FC0102* NAD 83(1986)-  35 53 28.     (N)    084 05 21.     (W)     SCALED    
 FC0102* NAVD 88     -       266.443  (meters)     874.16   (feet)  ADJUSTED  
 FC0102  ___________________________________________________________________
 FC0102  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0102  DYNAMIC HT  -         266.194 (meters)     873.34  (feet)  COMP
 FC0102  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0102
 FC0102  VERT ORDER  -  FIRST     CLASS I
 FC0102
 FC0102.The horizontal coordinates were scaled from a topographic map and have
 FC0102.an estimated accuracy of +/- 6 seconds.
 FC0102
 FC0102.The orthometric height was determined by differential leveling
 FC0102.and adjusted by the National Geodetic Survey in June 1991..
 FC0102
 FC0102.The geoid height was determined by GEOID03.
 FC0102
 FC0102.The dynamic height is computed by dividing the NAVD 88
 FC0102.geopotential number by the normal gravity value computed on the
 FC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0102.degrees latitude (g = 980.6199 gals.).
 FC0102
 FC0102.The modeled gravity was interpolated from observed gravity values.
 FC0102
 FC0102;                    North         East    Units  Estimated Accuracy
 FC0102;SPC TN       -   174,520.      772,510.      MT  (+/- 180 meters Scaled)
 FC0102
 FC0102                          SUPERSEDED SURVEY CONTROL
 FC0102
 FC0102  NGVD 29 (??/??/92)  266.575  (m)          874.59   (f) ADJ UNCH    1 1
 FC0102
 FC0102.Superseded values are not recommended for survey control.
 FC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0102.See file dsdata.txt to determine how the superseded data were derived.
 FC0102
 FC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE627757(NAD 83)
 FC0102_MARKER: DD = SURVEY DISK
 FC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0102_STAMPING: 1419
 FC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0102+STABILITY: SURFACE MOTION
 FC0102
 FC0102  HISTORY     - Date     Condition        Report By
 FC0102  HISTORY     - UNK      MONUMENTED       TNGS
 FC0102  HISTORY     - 1968     GOOD             NGS
 FC0102
 FC0102                          STATION DESCRIPTION
 FC0102
 FC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0102'3.2 MI NE FROM CONCORD.
 FC0102'ABOUT 3.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0102'POST OFFICE AT CONCORD, ABOUT 0.25 MILE NORTHEAST OF MILEPOST 142,
 FC0102'ABOUT 0.2 MILE NORTHEAST OF A NARROW GRAVELED ROAD CROSSING, ON
 FC0102'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST,
 FC0102'19.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 9 1/2 FEET NORTH OF A
 FC0102'TELEGRAPH POLE WITH A GUY WIRE, 16 1/2 FEET NORTHWEST OF A
 FC0102'RIGHT-OF-WAY FENCE, 6 1/2 FEET SOUTH OF THE EXTENDED LINE OF THE
 FC0102'SOUTH RAIL WEST OF THE CURVE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 FC0102'TRACK AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW THE
 FC0102'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2650 ***********************************************************************
 AJ2650  DESIGNATION -  142
 AJ2650  PID         -  AJ2650
 AJ2650  STATE/COUNTY-  TN/SHELBY
 AJ2650  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2650
 AJ2650                         *CURRENT SURVEY CONTROL
 AJ2650  ___________________________________________________________________
 AJ2650* NAD 83(1995)-  35 01 14.54534(N)    089 40 25.69378(W)     ADJUSTED  
 AJ2650* NAVD 88     -       110.76   (meters)     363.4    (feet)  LEVELING  
 AJ2650  ___________________________________________________________________
 AJ2650  X           -      29,770.575 (meters)                     COMP
 AJ2650  Y           -  -5,229,092.216 (meters)                     COMP
 AJ2650  Z           -   3,639,796.201 (meters)                     COMP
 AJ2650  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AJ2650  ELLIP HEIGHT-          83.17  (meters)          (04/26/01) GPS OBS
 AJ2650  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ2650
 AJ2650  HORZ ORDER  -  FIRST
 AJ2650  VERT ORDER  -  THIRD ?
 AJ2650  ELLP ORDER  -  FOURTH    CLASS I
 AJ2650
 AJ2650.The horizontal coordinates were established by GPS observations
 AJ2650.and adjusted by the National Geodetic Survey in April 2001..
 AJ2650
 AJ2650.The orthometric height was determined by differential leveling.
 AJ2650.The vertical network tie was performed by a horz. field party for horz.
 AJ2650.obs reductions. Reset procedures were used to establish the elevation.
 AJ2650
 AJ2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2650
 AJ2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2650
 AJ2650.The ellipsoidal height was determined by GPS observations
 AJ2650.and is referenced to NAD 83.
 AJ2650
 AJ2650.The geoid height was determined by GEOID03.
 AJ2650
 AJ2650;                    North         East     Units Scale Factor Converg.
 AJ2650;SPC TN       -    82,558.194   264,772.206   MT  1.00004837   -2 09 02.8
 AJ2650;SPC TN       -   270,859.67    868,673.48   sFT  1.00004837   -2 09 02.8
 AJ2650;UTM  16      - 3,878,607.487   256,041.985   MT  1.00033356   -1 32 06.6
 AJ2650
 AJ2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2650!SPC TN       -   0.99998695  x   1.00004837  =   1.00003531
 AJ2650!UTM  16      -   0.99998695  x   1.00033356  =   1.00032050
 AJ2650
 AJ2650                          SUPERSEDED SURVEY CONTROL
 AJ2650
 AJ2650.No superseded survey control is available for this station.
 AJ2650
 AJ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5604278607(NAD 83)
 AJ2650_MARKER: DD = SURVEY DISK
 AJ2650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2650+WITH SETTING: INFORMATION.
 AJ2650_STAMPING: 142
 AJ2650_MARK LOGO: MLGW  
 AJ2650_PROJECTION: FLUSH
 AJ2650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2650+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2650_ROD/PIPE-DEPTH:  0.8 meters
 AJ2650
 AJ2650  HISTORY     - Date     Condition        Report By
 AJ2650  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2650
 AJ2650                          STATION DESCRIPTION
 AJ2650
 AJ2650'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2650'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 0.50
 AJ2650'MILES (0.80 KM) SOUTH OF COLLIERVILLE TENNESSEE.
 AJ2650'TO REACH THE STATION FROM THE INTERSECTION OF BYHALIA ROAD AND EAST
 AJ2650'SHELBY DRIVE PROCEED EAST ON EAST SHELBY DRIVE APPROXIMATELY 8.50
 AJ2650'MILES (13.68 KM) TO A CONCRETE BRIDGE OVER A DRAINAGE DITCH.  THE
 AJ2650'STATION IS ON THE RIGHT.
 AJ2650'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2650'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2650'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 724.00 FEET (220.68 M)
 AJ2650'WEST OF THE CENTERLINE OF A CONCRETE BRIDGE, BRIDGE NO. 79-A033-1.05,
 AJ2650'42.00 FEET (12.80 M) WEST OF A WOOD POWER POLE NO. 23293, 24.00 FEET
 AJ2650'(7.32 M) EAST OF THE CENTERLINE OF A GRAVEL ROAD TO AN ORCHARD, 22.50
 AJ2650'FEET (6.86 M) SOUTH OF THE CENTERLINE OF EAST SHELBY DRIVE, 27.00 FEET
 AJ2650'(8.23 M) WEST OF A MAILBOX FOR ADDRESS 11654 EAST SHELBY DRIVE.  THE
 AJ2650'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0100 ***********************************************************************
 FC0100  DESIGNATION -  1421
 FC0100  PID         -  FC0100
 FC0100  STATE/COUNTY-  TN/KNOX
 FC0100  USGS QUAD   -  BEARDEN (1990)
 FC0100
 FC0100                         *CURRENT SURVEY CONTROL
 FC0100  ___________________________________________________________________
 FC0100* NAD 83(1986)-  35 53 08.     (N)    084 06 04.     (W)     SCALED    
 FC0100* NAVD 88     -       258.548  (meters)     848.25   (feet)  POSTED    
 FC0100  ___________________________________________________________________
 FC0100  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0100  DYNAMIC HT  -         258.310 (meters)     847.47  (feet)  COMP
 FC0100  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0100
 FC0100  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0100
 FC0100.The horizontal coordinates were scaled from a topographic map and have
 FC0100.an estimated accuracy of +/- 6 seconds.
 FC0100
 FC0100.The orthometric height was determined by differential leveling
 FC0100.and adjusted by the National Geodetic Survey in 1992..
 FC0100.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0100.rate of 1.1 thru 2.0 mm/km.
 FC0100
 FC0100.The geoid height was determined by GEOID03.
 FC0100
 FC0100.The dynamic height is computed by dividing the NAVD 88
 FC0100.geopotential number by the normal gravity value computed on the
 FC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0100.degrees latitude (g = 980.6199 gals.).
 FC0100
 FC0100.The modeled gravity was interpolated from observed gravity values.
 FC0100
 FC0100;                    North         East    Units  Estimated Accuracy
 FC0100;SPC TN       -   173,880.      771,440.      MT  (+/- 180 meters Scaled)
 FC0100
 FC0100                          SUPERSEDED SURVEY CONTROL
 FC0100
 FC0100  NGVD 29 (??/??/92)  258.683  (m)          848.70   (f) ADJ UNCH    1 2
 FC0100
 FC0100.Superseded values are not recommended for survey control.
 FC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0100.See file dsdata.txt to determine how the superseded data were derived.
 FC0100
 FC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE616751(NAD 83)
 FC0100_MARKER: DD = SURVEY DISK
 FC0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0100_STAMPING: 1421
 FC0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0100+STABILITY: SURFACE MOTION
 FC0100
 FC0100  HISTORY     - Date     Condition        Report By
 FC0100  HISTORY     - UNK      MONUMENTED       TNGS
 FC0100  HISTORY     - 1936     GOOD             NGS
 FC0100  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0100
 FC0100                          STATION DESCRIPTION
 FC0100
 FC0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0100'2.6 MI NE FROM CONCORD.
 FC0100'2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0100'AT CONCORD, KNOX COUNTY, 2.0 MILES SOUTHWEST OF EBENEZER, AT A
 FC0100'POINT WHERE THE EBENEZER-CONCORD PIKE SWERVES IN AND CLOSELY
 FC0100'PARALLELS THE TRACK, 1,662 FEET NORTHEAST OF A DWELLING, 310 FEET
 FC0100'SOUTHWEST OF A FARM-ROAD CROSSING, 5-1/2 RAILS SOUTHWEST OF POLE
 FC0100'E 30, 33 YARDS SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, AT THE
 FC0100'TOP OF A BANK FORMED BY A 6-FOOT CUT AT THE EDGE OF AN OLD ROAD,
 FC0100'14 FEET SOUTHEAST OF THE EDGE OF THE CUT, AND 250 YARDS FROM AND
 FC0100'DIRECTLY IN FRONT OF A FARMHOUSE FACING NORTHWEST.  A STATE SURVEY
 FC0100'STANDARD DISK, STAMPED 1421 AND SET IN THE TOP OF A CONCRETE POST.
 FC0100
 FC0100                          STATION RECOVERY (1968)
 FC0100
 FC0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0356 ***********************************************************************
 FC0356  DESIGNATION -  1421.325
 FC0356  PID         -  FC0356
 FC0356  STATE/COUNTY-  TN/POLK
 FC0356  USGS QUAD   -  DUCKTOWN (1990)
 FC0356
 FC0356                         *CURRENT SURVEY CONTROL
 FC0356  ___________________________________________________________________
 FC0356* NAD 83(1986)-  35 01 14.     (N)    084 24 55.     (W)     SCALED    
 FC0356* NAVD 88     -       439.045  (meters)    1440.43   (feet)  ADJUSTED  
 FC0356  ___________________________________________________________________
 FC0356  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC0356  DYNAMIC HT  -         438.599 (meters)    1438.97  (feet)  COMP
 FC0356  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 FC0356
 FC0356  VERT ORDER  -  SECOND    CLASS 0
 FC0356
 FC0356.The horizontal coordinates were scaled from a topographic map and have
 FC0356.an estimated accuracy of +/- 6 seconds.
 FC0356
 FC0356.The orthometric height was determined by differential leveling
 FC0356.and adjusted by the National Geodetic Survey in June 1991..
 FC0356
 FC0356.The geoid height was determined by GEOID03.
 FC0356
 FC0356.The dynamic height is computed by dividing the NAVD 88
 FC0356.geopotential number by the normal gravity value computed on the
 FC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0356.degrees latitude (g = 980.6199 gals.).
 FC0356
 FC0356.The modeled gravity was interpolated from observed gravity values.
 FC0356
 FC0356;                    North         East    Units  Estimated Accuracy
 FC0356;SPC TN       -    77,420.      744,630.      MT  (+/- 180 meters Scaled)
 FC0356
 FC0356                          SUPERSEDED SURVEY CONTROL
 FC0356
 FC0356  NGVD 29 (??/??/92)  439.078  (m)         1440.54   (f) ADJ UNCH    2 0
 FC0356
 FC0356.Superseded values are not recommended for survey control.
 FC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0356.See file dsdata.txt to determine how the superseded data were derived.
 FC0356
 FC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD358783(NAD 83)
 FC0356_MARKER: DD = SURVEY DISK
 FC0356_SETTING: 66 = SET IN ROCK OUTCROP
 FC0356_SP_SET: LEDGE
 FC0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0356+STABILITY: POSITION/ELEVATION WELL
 FC0356
 FC0356  HISTORY     - Date     Condition        Report By
 FC0356  HISTORY     - UNK      MONUMENTED       USGS
 FC0356  HISTORY     - 1933     POOR             NGS
 FC0356
 FC0356                          STATION DESCRIPTION
 FC0356
 FC0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0356'1.6 MI S FROM POSTELLE.
 FC0356'1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0356'POSTELLE, POLK COUNTY, 1/4 MILE SOUTHWEST OF MILEPOST L 378,
 FC0356'JUST EAST OF THE POINT OF DIVERGENCE FROM OCOEE RIVER, 35 FEET
 FC0356'EAST OF THE EAST RAIL, AND IN THE TOP OF A ROCK LEDGE, 8 FEET
 FC0356'LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FC0356'DISK.  NOTE-- IT WAS REPORTED IN 1933 THAT THE DISK WAS PRACTICALLY
 FC0356'DESTROYED, ONLY A SMALL TRIANGULAR FRAGMENT REMAINING ON THE TOP
 FC0356'OF THE STEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0098 ***********************************************************************
 FC0098  DESIGNATION -  1422
 FC0098  PID         -  FC0098
 FC0098  STATE/COUNTY-  TN/KNOX
 FC0098  USGS QUAD   -  BEARDEN (1990)
 FC0098
 FC0098                         *CURRENT SURVEY CONTROL
 FC0098  ___________________________________________________________________
 FC0098* NAD 83(1986)-  35 53 03.     (N)    084 06 21.     (W)     SCALED    
 FC0098* NAVD 88     -       254.174  (meters)     833.90   (feet)  ADJUSTED  
 FC0098  ___________________________________________________________________
 FC0098  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0098  DYNAMIC HT  -         253.937 (meters)     833.12  (feet)  COMP
 FC0098  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0098
 FC0098  VERT ORDER  -  FIRST     CLASS I
 FC0098
 FC0098.The horizontal coordinates were scaled from a topographic map and have
 FC0098.an estimated accuracy of +/- 6 seconds.
 FC0098
 FC0098.The orthometric height was determined by differential leveling
 FC0098.and adjusted by the National Geodetic Survey in June 1991..
 FC0098
 FC0098.The geoid height was determined by GEOID03.
 FC0098
 FC0098.The dynamic height is computed by dividing the NAVD 88
 FC0098.geopotential number by the normal gravity value computed on the
 FC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0098.degrees latitude (g = 980.6199 gals.).
 FC0098
 FC0098.The modeled gravity was interpolated from observed gravity values.
 FC0098
 FC0098;                    North         East    Units  Estimated Accuracy
 FC0098;SPC TN       -   173,720.      771,020.      MT  (+/- 180 meters Scaled)
 FC0098
 FC0098                          SUPERSEDED SURVEY CONTROL
 FC0098
 FC0098  NGVD 29 (??/??/92)  254.304  (m)          834.33   (f) ADJ UNCH    1 1
 FC0098
 FC0098.Superseded values are not recommended for survey control.
 FC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0098.See file dsdata.txt to determine how the superseded data were derived.
 FC0098
 FC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE612749(NAD 83)
 FC0098_MARKER: DD = SURVEY DISK
 FC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0098_STAMPING: 1422
 FC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0098+STABILITY: SURFACE MOTION
 FC0098
 FC0098  HISTORY     - Date     Condition        Report By
 FC0098  HISTORY     - UNK      MONUMENTED       TNGS
 FC0098  HISTORY     - 1968     GOOD             NGS
 FC0098  HISTORY     - 1969     GOOD             TNDT
 FC0098
 FC0098                          STATION DESCRIPTION
 FC0098
 FC0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0098'2.2 MI NE FROM CONCORD.
 FC0098'ABOUT 2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0098'POST OFFICE AT CONCORD, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FC0098'143, 175 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF FOX ROAD,
 FC0098'88 1/2 FEET EAST OF THE EAST CORNER OF A STONE CHIMNEY AT THE
 FC0098'NORTHEAST END OF A LARGE TWO-STORIED WHITE FRAME HOUSE, 27.5
 FC0098'FEET NORTHWEST OF THE NORTHWEST RAIL, 28 FEET EAST OF A 12-INCH
 FC0098'MAPLE TREE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FC0098'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 FC0098'LEVEL OF THE GROUND.
 FC0098
 FC0098                          STATION RECOVERY (1969)
 FC0098
 FC0098'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0098'28 FT. NE OF 12 IN. ELM, 28 FT. SE OF 16 IN. ELM, 27.5 FT. NW OF NW
 FC0098'TRACK OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0097 ***********************************************************************
 FC0097  DESIGNATION -  1423
 FC0097  PID         -  FC0097
 FC0097  STATE/COUNTY-  TN/KNOX
 FC0097  USGS QUAD   -  BEARDEN (1990)
 FC0097
 FC0097                         *CURRENT SURVEY CONTROL
 FC0097  ___________________________________________________________________
 FC0097* NAD 83(1986)-  35 52 46.     (N)    084 06 42.     (W)     SCALED    
 FC0097* NAVD 88     -       258.247  (meters)     847.27   (feet)  ADJUSTED  
 FC0097  ___________________________________________________________________
 FC0097  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0097  DYNAMIC HT  -         258.006 (meters)     846.47  (feet)  COMP
 FC0097  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0097
 FC0097  VERT ORDER  -  FIRST     CLASS I
 FC0097
 FC0097.The horizontal coordinates were scaled from a topographic map and have
 FC0097.an estimated accuracy of +/- 6 seconds.
 FC0097
 FC0097.The orthometric height was determined by differential leveling
 FC0097.and adjusted by the National Geodetic Survey in June 1991..
 FC0097
 FC0097.The geoid height was determined by GEOID03.
 FC0097
 FC0097.The dynamic height is computed by dividing the NAVD 88
 FC0097.geopotential number by the normal gravity value computed on the
 FC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0097.degrees latitude (g = 980.6199 gals.).
 FC0097
 FC0097.The modeled gravity was interpolated from observed gravity values.
 FC0097
 FC0097;                    North         East    Units  Estimated Accuracy
 FC0097;SPC TN       -   173,180.      770,500.      MT  (+/- 180 meters Scaled)
 FC0097
 FC0097                          SUPERSEDED SURVEY CONTROL
 FC0097
 FC0097  NGVD 29 (??/??/92)  258.376  (m)          847.69   (f) ADJ UNCH    1 1
 FC0097
 FC0097.Superseded values are not recommended for survey control.
 FC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0097.See file dsdata.txt to determine how the superseded data were derived.
 FC0097
 FC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE607744(NAD 83)
 FC0097_MARKER: DD = SURVEY DISK
 FC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0097_STAMPING: 1423
 FC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0097+STABILITY: SURFACE MOTION
 FC0097
 FC0097  HISTORY     - Date     Condition        Report By
 FC0097  HISTORY     - UNK      MONUMENTED       TNGS
 FC0097  HISTORY     - 1968     GOOD             NGS
 FC0097
 FC0097                          STATION DESCRIPTION
 FC0097
 FC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0097'1.7 MI NE FROM CONCORD.
 FC0097'ABOUT 1.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0097'POST OFFICE AT CONCORD, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 FC0097'143, ON THE TOP OF A HIGH BANK, 18.4 FEET SOUTHEAST OF THE
 FC0097'SOUTHEAST RAIL, 19 FEET NORTHWEST OF THE CENTER LINE OF A
 FC0097'BLACKTOP ROAD PARALLELING THE TRACK, 12 FEET NORTHEAST OF A
 FC0097'TELEGRAPH POLE, 8.8 FEET EAST OF A 4-INCH METAL POST SUPPORTING
 FC0097'A RAILWAY TELEPHONE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK
 FC0097'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FC0097'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0096 ***********************************************************************
 FC0096  DESIGNATION -  1424
 FC0096  PID         -  FC0096
 FC0096  STATE/COUNTY-  TN/KNOX
 FC0096  USGS QUAD   -  BEARDEN (1990)
 FC0096
 FC0096                         *CURRENT SURVEY CONTROL
 FC0096  ___________________________________________________________________
 FC0096* NAD 83(1986)-  35 52 34.     (N)    084 06 58.     (W)     SCALED    
 FC0096* NAVD 88     -       253.058  (meters)     830.24   (feet)  ADJUSTED  
 FC0096  ___________________________________________________________________
 FC0096  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0096  DYNAMIC HT  -         252.821 (meters)     829.46  (feet)  COMP
 FC0096  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FC0096
 FC0096  VERT ORDER  -  FIRST     CLASS I
 FC0096
 FC0096.The horizontal coordinates were scaled from a topographic map and have
 FC0096.an estimated accuracy of +/- 6 seconds.
 FC0096
 FC0096.The orthometric height was determined by differential leveling
 FC0096.and adjusted by the National Geodetic Survey in June 1991..
 FC0096
 FC0096.The geoid height was determined by GEOID03.
 FC0096
 FC0096.The dynamic height is computed by dividing the NAVD 88
 FC0096.geopotential number by the normal gravity value computed on the
 FC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0096.degrees latitude (g = 980.6199 gals.).
 FC0096
 FC0096.The modeled gravity was interpolated from observed gravity values.
 FC0096
 FC0096;                    North         East    Units  Estimated Accuracy
 FC0096;SPC TN       -   172,810.      770,100.      MT  (+/- 180 meters Scaled)
 FC0096
 FC0096                          SUPERSEDED SURVEY CONTROL
 FC0096
 FC0096  NGVD 29 (??/??/92)  253.187  (m)          830.66   (f) ADJ UNCH    1 1
 FC0096
 FC0096.Superseded values are not recommended for survey control.
 FC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0096.See file dsdata.txt to determine how the superseded data were derived.
 FC0096
 FC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE603740(NAD 83)
 FC0096_MARKER: DD = SURVEY DISK
 FC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0096_STAMPING: 1424
 FC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0096+STABILITY: SURFACE MOTION
 FC0096
 FC0096  HISTORY     - Date     Condition        Report By
 FC0096  HISTORY     - UNK      MONUMENTED       TNGS
 FC0096  HISTORY     - 1968     GOOD             NGS
 FC0096
 FC0096                          STATION DESCRIPTION
 FC0096
 FC0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0096'1.4 MI NE FROM CONCORD.
 FC0096'ABOUT 1.35 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0096'POST OFFICE AT CONCORD, IN THE YARD OF A LARGE TWO-STORIED WHITE
 FC0096'HOUSE, 163 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 132 FEET
 FC0096'SOUTHEAST OF THE CENTER LINE OF A BLACKTOP ROAD THAT PARALLELS
 FC0096'THE TRACK, 43 1/2 FEET WEST OF THE CENTER LINE OF A GRAVELED
 FC0096'DRIVE LEADING TO A BOAT DOCK ON FORT LOUDOUN LAKE, 41 FEET EAST
 FC0096'OF THE NORTH CORNER OF THE HOUSE, 38 FEET NORTH OF THE NORTH
 FC0096'CORNER OF A CONCRETE PORCH ON THE NORTHEAST SIDE OF THE HOUSE,
 FC0096'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0096'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0094 ***********************************************************************
 FC0094  DESIGNATION -  1425
 FC0094  PID         -  FC0094
 FC0094  STATE/COUNTY-  TN/KNOX
 FC0094  USGS QUAD   -  LOUISVILLE (1984)
 FC0094
 FC0094                         *CURRENT SURVEY CONTROL
 FC0094  ___________________________________________________________________
 FC0094* NAD 83(1986)-  35 52 28.     (N)    084 07 23.     (W)     SCALED    
 FC0094* NAVD 88     -       254.482  (meters)     834.91   (feet)  ADJUSTED  
 FC0094  ___________________________________________________________________
 FC0094  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0094  DYNAMIC HT  -         254.244 (meters)     834.13  (feet)  COMP
 FC0094  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FC0094
 FC0094  VERT ORDER  -  FIRST     CLASS I
 FC0094
 FC0094.The horizontal coordinates were scaled from a topographic map and have
 FC0094.an estimated accuracy of +/- 6 seconds.
 FC0094
 FC0094.The orthometric height was determined by differential leveling
 FC0094.and adjusted by the National Geodetic Survey in June 1991..
 FC0094
 FC0094.The geoid height was determined by GEOID03.
 FC0094
 FC0094.The dynamic height is computed by dividing the NAVD 88
 FC0094.geopotential number by the normal gravity value computed on the
 FC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0094.degrees latitude (g = 980.6199 gals.).
 FC0094
 FC0094.The modeled gravity was interpolated from observed gravity values.
 FC0094
 FC0094;                    North         East    Units  Estimated Accuracy
 FC0094;SPC TN       -   172,610.      769,480.      MT  (+/- 180 meters Scaled)
 FC0094
 FC0094                          SUPERSEDED SURVEY CONTROL
 FC0094
 FC0094  NGVD 29 (??/??/92)  254.610  (m)          835.33   (f) ADJ UNCH    1 1
 FC0094
 FC0094.Superseded values are not recommended for survey control.
 FC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0094.See file dsdata.txt to determine how the superseded data were derived.
 FC0094
 FC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE597738(NAD 83)
 FC0094_MARKER: DD = SURVEY DISK
 FC0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0094_STAMPING: 1425
 FC0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0094+STABILITY: SURFACE MOTION
 FC0094
 FC0094  HISTORY     - Date     Condition        Report By
 FC0094  HISTORY     - UNK      MONUMENTED       TNGS
 FC0094  HISTORY     - 1968     GOOD             NGS
 FC0094
 FC0094                          STATION DESCRIPTION
 FC0094
 FC0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0094'1 MI NE FROM CONCORD.
 FC0094'ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0094'POST OFFICE AT CONCORD, AT THE SOUTHWEST END OF JENKINS ROAD,
 FC0094'153 FEET WEST OF AND ACROSS THE ROAD FROM THE CROSSING OF A
 FC0094'BLACKTOP ROAD LEADING TO A SMALL CONCRETE BUILDING ON THE LAKE
 FC0094'FRONT, 94 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 FC0094'NORTHWEST RAIL, 88 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM
 FC0094'MILEPOST 144, 35 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED
 FC0094'DRIVE LEADING NORTHWEST TO A ONE STORY BRICK HOUSE, 21 1/2 FEET
 FC0094'WEST OF A BIRD BATH, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK
 FC0094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FC0094'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0093 ***********************************************************************
 FC0093  DESIGNATION -  1426
 FC0093  PID         -  FC0093
 FC0093  STATE/COUNTY-  TN/KNOX
 FC0093  USGS QUAD   -  CONCORD (1984)
 FC0093
 FC0093                         *CURRENT SURVEY CONTROL
 FC0093  ___________________________________________________________________
 FC0093* NAD 83(1986)-  35 52 15.     (N)    084 07 39.     (W)     SCALED    
 FC0093* NAVD 88     -       249.028  (meters)     817.02   (feet)  POSTED    
 FC0093  ___________________________________________________________________
 FC0093  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0093  DYNAMIC HT  -         248.790 (meters)     816.24  (feet)  COMP
 FC0093  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 FC0093
 FC0093  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0093
 FC0093.The horizontal coordinates were scaled from a topographic map and have
 FC0093.an estimated accuracy of +/- 6 seconds.
 FC0093
 FC0093.The orthometric height was determined by differential leveling
 FC0093.and adjusted by the National Geodetic Survey in 1992..
 FC0093.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0093.rate of 1.1 thru 2.0 mm/km.
 FC0093
 FC0093.The geoid height was determined by GEOID03.
 FC0093
 FC0093.The dynamic height is computed by dividing the NAVD 88
 FC0093.geopotential number by the normal gravity value computed on the
 FC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0093.degrees latitude (g = 980.6199 gals.).
 FC0093
 FC0093.The modeled gravity was interpolated from observed gravity values.
 FC0093
 FC0093;                    North         East    Units  Estimated Accuracy
 FC0093;SPC TN       -   172,200.      769,090.      MT  (+/- 180 meters Scaled)
 FC0093
 FC0093                          SUPERSEDED SURVEY CONTROL
 FC0093
 FC0093  NGVD 29 (??/??/92)  249.160  (m)          817.45   (f) ADJ UNCH    1 2
 FC0093
 FC0093.Superseded values are not recommended for survey control.
 FC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0093.See file dsdata.txt to determine how the superseded data were derived.
 FC0093
 FC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE593734(NAD 83)
 FC0093_MARKER: DB = BENCH MARK DISK
 FC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0093_STAMPING: 1426
 FC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0093+STABILITY: SURFACE MOTION
 FC0093
 FC0093  HISTORY     - Date     Condition        Report By
 FC0093  HISTORY     - UNK      MONUMENTED       TNGS
 FC0093  HISTORY     - 1965     MARK NOT FOUND   NGS
 FC0093  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0093
 FC0093                          STATION DESCRIPTION
 FC0093
 FC0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0093'0.8 MI NE FROM CONCORD.
 FC0093'0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0093'AT CONCORD, KNOX COUNTY, 1,797 FEET SOUTHWEST OF MILEPOST 144, 792
 FC0093'FEET NORTHEAST OF SIGNAL 1445 A, 17 YARDS SOUTHWEST OF A
 FC0093'POWER-TRANSMISSION LINE POLE, AT A HIGHWAY CROSSING, ON THE OUTSIDE
 FC0093'OF A RAILROAD CURVE, 26 FEET NORTHWEST OF THE CENTERLINE OF
 FC0093'THE WEST EMORY-CONCORD PIKE, 12 FEET SOUTHEAST OF THE CENTERLINE
 FC0093'OF THE TRACK, 7 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT
 FC0093'LOWER THAN THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0093'1426 AND SET IN THE TOP OF A CONCRETE POST.  THIS BENCH MARK WAS
 FC0093'REPORTED RECOVERED AS DESCRIBED IN SEPTEMBER 1950 WITH THE
 FC0093'FOLLOWING ADDITIONS-- 140 FEET SOUTHEAST OF NEW LOCATED RAILROAD.,
 FC0093'29.3 FEET NORTHEAST FROM CORNER FENCE POST, 24.1 FEET NORTH FROM
 FC0093'FENCE POST AT EDGE OF LAKE.  NOTE-- A POWER STATION IS BEING
 FC0093'CONSTRUCTED IN THE AREA DESCRIBED.
 FC0093
 FC0093                          STATION RECOVERY (1968)
 FC0093
 FC0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0091 ***********************************************************************
 FC0091  DESIGNATION -  1428
 FC0091  PID         -  FC0091
 FC0091  STATE/COUNTY-  TN/KNOX
 FC0091  USGS QUAD   -  CONCORD (1984)
 FC0091
 FC0091                         *CURRENT SURVEY CONTROL
 FC0091  ___________________________________________________________________
 FC0091* NAD 83(1986)-  35 51 42.     (N)    084 08 31.     (W)     SCALED    
 FC0091* NAVD 88     -       250.881  (meters)     823.10   (feet)  POSTED    
 FC0091  ___________________________________________________________________
 FC0091  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0091  DYNAMIC HT  -         250.650 (meters)     822.34  (feet)  COMP
 FC0091  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 FC0091
 FC0091  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0091
 FC0091.The horizontal coordinates were scaled from a topographic map and have
 FC0091.an estimated accuracy of +/- 6 seconds.
 FC0091
 FC0091.The orthometric height was determined by differential leveling
 FC0091.and adjusted by the National Geodetic Survey in 1992..
 FC0091.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0091.rate of 1.1 thru 2.0 mm/km.
 FC0091
 FC0091.The geoid height was determined by GEOID03.
 FC0091
 FC0091.The dynamic height is computed by dividing the NAVD 88
 FC0091.geopotential number by the normal gravity value computed on the
 FC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0091.degrees latitude (g = 980.6199 gals.).
 FC0091
 FC0091.The modeled gravity was interpolated from observed gravity values.
 FC0091
 FC0091;                    North         East    Units  Estimated Accuracy
 FC0091;SPC TN       -   171,160.      767,800.      MT  (+/- 180 meters Scaled)
 FC0091
 FC0091                          SUPERSEDED SURVEY CONTROL
 FC0091
 FC0091  NGVD 29 (??/??/92)  251.010  (m)          823.52   (f) ADJ UNCH    1 2
 FC0091
 FC0091.Superseded values are not recommended for survey control.
 FC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0091.See file dsdata.txt to determine how the superseded data were derived.
 FC0091
 FC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE580723(NAD 83)
 FC0091_MARKER: DD = SURVEY DISK
 FC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0091_STAMPING: 1428
 FC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0091+STABILITY: SURFACE MOTION
 FC0091
 FC0091  HISTORY     - Date     Condition        Report By
 FC0091  HISTORY     - UNK      MONUMENTED       TNGS
 FC0091  HISTORY     - 1936     GOOD             NGS
 FC0091  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0091
 FC0091                          STATION DESCRIPTION
 FC0091
 FC0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0091'0.3 MI SW FROM CONCORD.
 FC0091'0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0091'AT CONCORD, KNOX COUNTY, 300 FEET NORTHEAST OF SIGNAL 1454-5A,
 FC0091'116 FEET SOUTHWEST OF A LIME-CRUSHER PLANT, 103 FEET SOUTHWEST
 FC0091'OF THE CENTERLINE OF THE CONCORD-LENOIR PIKE, 12 FEET SOUTHEAST
 FC0091'OF THE EDGE OF A CUT, AT THE END OF A RAILROAD SIDING, 9 FEET
 FC0091'NORTHWEST OF A FENCE, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
 FC0091'A STATE SURVEY STANDARD DISK, STAMPED 1428 AND SET IN THE TOP
 FC0091'OF A CONCRETE POST.
 FC0091
 FC0091                          STATION RECOVERY (1968)
 FC0091
 FC0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2818 ***********************************************************************
 FE2818  DESIGNATION -  143
 FE2818  PID         -  FE2818
 FE2818  STATE/COUNTY-  TN/SHELBY
 FE2818  USGS QUAD   -  COLLIERVILLE (1965)
 FE2818
 FE2818                         *CURRENT SURVEY CONTROL
 FE2818  ___________________________________________________________________
 FE2818* NAD 83(1995)-  35 01 32.34369(N)    089 42 23.67168(W)     ADJUSTED  
 FE2818* NAVD 88     -       105.606  (meters)     346.48   (feet)  ADJUSTED  
 FE2818  ___________________________________________________________________
 FE2818  X           -      26,778.037 (meters)                     COMP
 FE2818  Y           -  -5,228,789.421 (meters)                     COMP
 FE2818  Z           -   3,640,242.444 (meters)                     COMP
 FE2818  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FE2818  ELLIP HEIGHT-          78.06  (meters)          (04/26/01) GPS OBS
 FE2818  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2818  DYNAMIC HT  -         105.507 (meters)     346.15  (feet)  COMP
 FE2818  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FE2818
 FE2818  HORZ ORDER  -  FIRST
 FE2818  VERT ORDER  -  FIRST     CLASS II
 FE2818  ELLP ORDER  -  FOURTH    CLASS I
 FE2818
 FE2818.The horizontal coordinates were established by GPS observations
 FE2818.and adjusted by the National Geodetic Survey in April 2001..
 FE2818
 FE2818.The orthometric height was determined by differential leveling
 FE2818.and adjusted by the National Geodetic Survey in August 1995..
 FE2818
 FE2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2818
 FE2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2818
 FE2818.The ellipsoidal height was determined by GPS observations
 FE2818.and is referenced to NAD 83.
 FE2818
 FE2818.The geoid height was determined by GEOID03.
 FE2818
 FE2818.The dynamic height is computed by dividing the NAVD 88
 FE2818.geopotential number by the normal gravity value computed on the
 FE2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2818.degrees latitude (g = 980.6199 gals.).
 FE2818
 FE2818.The modeled gravity was interpolated from observed gravity values.
 FE2818
 FE2818;                    North         East     Units Scale Factor Converg.
 FE2818;SPC TN       -    83,219.071   261,804.048   MT  1.00004716   -2 10 11.9
 FE2818;SPC TN       -   273,027.90    858,935.45   sFT  1.00004716   -2 10 11.9
 FE2818;UTM  16      - 3,879,236.617   253,066.019   MT  1.00035157   -1 33 15.1
 FE2818
 FE2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2818!SPC TN       -   0.99998775  x   1.00004716  =   1.00003491
 FE2818!UTM  16      -   0.99998775  x   1.00035157  =   1.00033931
 FE2818
 FE2818                          SUPERSEDED SURVEY CONTROL
 FE2818
 FE2818.No superseded survey control is available for this station.
 FE2818
 FE2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5306679237(NAD 83)
 FE2818_MARKER: I = METAL ROD
 FE2818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE2818+WITH SETTING: INFORMATION.
 FE2818_SP_SET: CONCRETE POST
 FE2818_STAMPING: 143
 FE2818_MARK LOGO: MLGW  
 FE2818_PROJECTION: FLUSH
 FE2818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2818+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2818_ROD/PIPE-DEPTH:  0.8 meters
 FE2818
 FE2818  HISTORY     - Date     Condition        Report By
 FE2818  HISTORY     - 1993     MONUMENTED       MLGW
 FE2818  HISTORY     - 19920114 GOOD             NGS
 FE2818  HISTORY     - 19990610 MARK NOT FOUND   TN1620
 FE2818  HISTORY     - 20031030 MARK NOT FOUND   TN1620
 FE2818
 FE2818                          STATION DESCRIPTION
 FE2818
 FE2818'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 FE2818'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 FE2818'TENNESSEE.
 FE2818'TO REACH THE STATION FROM THE INTERSECTION OF FLEMING ROAD AND EAST
 FE2818'SHELBY DRIVE PROCEED NORTH ON FLEMING ROAD APPROXIMATELY 0.28 MILES
 FE2818'(0.45 KM) TO THE STATION ON THE RIGHT.
 FE2818'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 FE2818'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 FE2818'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 48.40 FEET (14.75 M)
 FE2818'SOUTH OF A WOOD POWER POLE NO.  139352, 25.00 FEET (7.62 M) EAST OF
 FE2818'THE CENTERLINE OF FLEMING ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 FE2818'WITH THE GROUND.
 FE2818
 FE2818                          STATION RECOVERY (1992)
 FE2818
 FE2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2818'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2818'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2818'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 3.1 KM (1.90 MI)
 FE2818'SOUTHWESTERLY ALONG COUNTY ROAD 175, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 FE2818'ALONG FLEMING ROAD, 14.8 M (48.6 FT) NORTH OF UTILITY POLE NUMBER
 FE2818'139352, 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.6 M
 FE2818'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 FE2818'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 FE2818'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2818
 FE2818                          STATION RECOVERY (1999)
 FE2818
 FE2818'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2818'DESTROYED
 FE2818' 
 FE2818
 FE2818                          STATION RECOVERY (2003)
 FE2818
 FE2818'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0088 ***********************************************************************
 FC0088  DESIGNATION -  1430
 FC0088  PID         -  FC0088
 FC0088  STATE/COUNTY-  TN/KNOX
 FC0088  USGS QUAD   -  CONCORD (1984)
 FC0088
 FC0088                         *CURRENT SURVEY CONTROL
 FC0088  ___________________________________________________________________
 FC0088* NAD 83(1986)-  35 51 11.     (N)    084 09 39.     (W)     SCALED    
 FC0088* NAVD 88     -       250.516  (meters)     821.90   (feet)  POSTED    
 FC0088  ___________________________________________________________________
 FC0088  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0088  DYNAMIC HT  -         250.280 (meters)     821.13  (feet)  COMP
 FC0088  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FC0088
 FC0088  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0088
 FC0088.The horizontal coordinates were scaled from a topographic map and have
 FC0088.an estimated accuracy of +/- 6 seconds.
 FC0088
 FC0088.The orthometric height was determined by differential leveling
 FC0088.and adjusted by the National Geodetic Survey in 1992..
 FC0088.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0088.rate of 1.1 thru 2.0 mm/km.
 FC0088
 FC0088.The geoid height was determined by GEOID03.
 FC0088
 FC0088.The dynamic height is computed by dividing the NAVD 88
 FC0088.geopotential number by the normal gravity value computed on the
 FC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0088.degrees latitude (g = 980.6199 gals.).
 FC0088
 FC0088.The modeled gravity was interpolated from observed gravity values.
 FC0088
 FC0088;                    North         East    Units  Estimated Accuracy
 FC0088;SPC TN       -   170,170.      766,120.      MT  (+/- 180 meters Scaled)
 FC0088
 FC0088                          SUPERSEDED SURVEY CONTROL
 FC0088
 FC0088  NGVD 29 (??/??/92)  250.640  (m)          822.31   (f) ADJ UNCH    1 2
 FC0088
 FC0088.Superseded values are not recommended for survey control.
 FC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0088.See file dsdata.txt to determine how the superseded data were derived.
 FC0088
 FC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE563713(NAD 83)
 FC0088_MARKER: DD = SURVEY DISK
 FC0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0088_STAMPING: 1430
 FC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0088+STABILITY: SURFACE MOTION
 FC0088
 FC0088  HISTORY     - Date     Condition        Report By
 FC0088  HISTORY     - UNK      MONUMENTED       TNGS
 FC0088  HISTORY     - 1936     GOOD             NGS
 FC0088  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0088
 FC0088                          STATION DESCRIPTION
 FC0088
 FC0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0088'1.6 MI SW FROM CONCORD.
 FC0088'1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0088'AT CONCORD, KNOX COUNTY, 580 YARDS NORTHEAST OF SIGNAL 1465 A,
 FC0088'258 YARDS NORTHEAST OF PRATERS FERRY ROAD CROSSING, 8 YARDS
 FC0088'NORTH OF A PROPERTY-LINE FENCE, 6 FEET NORTHWEST OF THE RAILROAD
 FC0088'FENCELINE, ACROSS THE TRACK FROM THE ENTRANCE TO A FARMYARD, AND
 FC0088'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY
 FC0088'STANDARD DISK, STAMPED 1430 AND SET IN THE TOP OF A CONCRETE
 FC0088'POST.  THIS BENCH MARK WAS REPORTED RECOVERED AS DESCRIBED IN
 FC0088'SEPTEMBER 1950 WITH THE FOLLOWING ADDITIONS-- 18.9 FEET SOUTHEAST
 FC0088'OF SOUTH RAIL AND 48.3 FEET EAST FROM TELEPHONE POLE 7 WIRE.
 FC0088
 FC0088                          STATION RECOVERY (1968)
 FC0088
 FC0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0085 ***********************************************************************
 FC0085  DESIGNATION -  1432
 FC0085  PID         -  FC0085
 FC0085  STATE/COUNTY-  TN/KNOX
 FC0085  USGS QUAD   -  CONCORD (1984)
 FC0085
 FC0085                         *CURRENT SURVEY CONTROL
 FC0085  ___________________________________________________________________
 FC0085* NAD 83(1986)-  35 50 55.     (N)    084 10 19.     (W)     SCALED    
 FC0085* NAVD 88     -       251.855  (meters)     826.29   (feet)  POSTED    
 FC0085  ___________________________________________________________________
 FC0085  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0085  DYNAMIC HT  -         251.620 (meters)     825.52  (feet)  COMP
 FC0085  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FC0085
 FC0085  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0085
 FC0085.The horizontal coordinates were scaled from a topographic map and have
 FC0085.an estimated accuracy of +/- 6 seconds.
 FC0085
 FC0085.The orthometric height was determined by differential leveling
 FC0085.and adjusted by the National Geodetic Survey in 1992..
 FC0085.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0085.rate of 1.1 thru 2.0 mm/km.
 FC0085
 FC0085.The geoid height was determined by GEOID03.
 FC0085
 FC0085.The dynamic height is computed by dividing the NAVD 88
 FC0085.geopotential number by the normal gravity value computed on the
 FC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0085.degrees latitude (g = 980.6199 gals.).
 FC0085
 FC0085.The modeled gravity was interpolated from observed gravity values.
 FC0085
 FC0085;                    North         East    Units  Estimated Accuracy
 FC0085;SPC TN       -   169,660.      765,120.      MT  (+/- 180 meters Scaled)
 FC0085
 FC0085                          SUPERSEDED SURVEY CONTROL
 FC0085
 FC0085  NGVD 29 (??/??/92)  251.975  (m)          826.69   (f) ADJ UNCH    1 2
 FC0085
 FC0085.Superseded values are not recommended for survey control.
 FC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0085.See file dsdata.txt to determine how the superseded data were derived.
 FC0085
 FC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE554708(NAD 83)
 FC0085_MARKER: DD = SURVEY DISK
 FC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0085_STAMPING: 1432
 FC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0085+STABILITY: SURFACE MOTION
 FC0085
 FC0085  HISTORY     - Date     Condition        Report By
 FC0085  HISTORY     - UNK      MONUMENTED       TNGS
 FC0085  HISTORY     - 1965     MARK NOT FOUND   NGS
 FC0085  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0085
 FC0085                          STATION DESCRIPTION
 FC0085
 FC0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0085'2.3 MI SE FROM CONCORD.
 FC0085'2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0085'AT CONCORD, KNOX COUNTY, 0.4 MILE NORTHEAST OF THE STATION AT
 FC0085'BOYD, 0.3 MILE SOUTHWEST OF MILEPOST 147, 0.3 MILE NORTHEAST
 FC0085'OF SIGNAL 1477 A, 13 RAILS SOUTHWEST OF A T-ROAD, 5 YARDS
 FC0085'SOUTHWEST OF A POLE, BETWEEN THE TRACK AND THE HIGHWAY NEAR A
 FC0085'DRAINAGE DITCH, 34 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0085'HIGHWAY, 26 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 5 FEET
 FC0085'LOWER THAN THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 FC0085'STATE SURVEY STANDARD DISK, STAMPED 1432 AND SET IN THE TOP OF A
 FC0085'CONCRETE POST.  THIS BENCH MARK WAS REPORTED RECOVERED AS DESCRIBED
 FC0085'IN SEPTEMBER 1950 WITH THE FOLLOWING ADDITIONS-- 16.3 FEET
 FC0085'SOUTHWEST OF TELEPHONE POLE, 23.8 FEET NORTHWEST OF NORTHWEST RAIL,
 FC0085'AND 15.4 FEET SOUTHEAST OF SOUTHEAST EDGE OF PAVEMENT.  NOTE--
 FC0085'THE AREA DESCRIBED IS NOW A DITCH.
 FC0085
 FC0085                          STATION RECOVERY (1968)
 FC0085
 FC0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0083 ***********************************************************************
 FC0083  DESIGNATION -  1435
 FC0083  PID         -  FC0083
 FC0083  STATE/COUNTY-  TN/KNOX
 FC0083  USGS QUAD   -  CONCORD (1984)
 FC0083
 FC0083                         *CURRENT SURVEY CONTROL
 FC0083  ___________________________________________________________________
 FC0083* NAD 83(1986)-  35 50 08.     (N)    084 11 33.     (W)     SCALED    
 FC0083* NAVD 88     -       267.454  (meters)     877.47   (feet)  POSTED    
 FC0083  ___________________________________________________________________
 FC0083  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0083  DYNAMIC HT  -         267.200 (meters)     876.64  (feet)  COMP
 FC0083  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FC0083
 FC0083  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0083
 FC0083.The horizontal coordinates were scaled from a topographic map and have
 FC0083.an estimated accuracy of +/- 6 seconds.
 FC0083
 FC0083.The orthometric height was determined by differential leveling
 FC0083.and adjusted by the National Geodetic Survey in 1992..
 FC0083.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0083.rate of 1.1 thru 2.0 mm/km.
 FC0083
 FC0083.The geoid height was determined by GEOID03.
 FC0083
 FC0083.The dynamic height is computed by dividing the NAVD 88
 FC0083.geopotential number by the normal gravity value computed on the
 FC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0083.degrees latitude (g = 980.6199 gals.).
 FC0083
 FC0083.The modeled gravity was interpolated from observed gravity values.
 FC0083
 FC0083;                    North         East    Units  Estimated Accuracy
 FC0083;SPC TN       -   168,180.      763,290.      MT  (+/- 180 meters Scaled)
 FC0083
 FC0083                          SUPERSEDED SURVEY CONTROL
 FC0083
 FC0083  NGVD 29 (??/??/92)  267.570  (m)          877.85   (f) ADJ UNCH    1 2
 FC0083
 FC0083.Superseded values are not recommended for survey control.
 FC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0083.See file dsdata.txt to determine how the superseded data were derived.
 FC0083
 FC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE535693(NAD 83)
 FC0083_MARKER: DD = SURVEY DISK
 FC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0083_STAMPING: 1435
 FC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0083+STABILITY: SURFACE MOTION
 FC0083
 FC0083  HISTORY     - Date     Condition        Report By
 FC0083  HISTORY     - UNK      MONUMENTED       TNGS
 FC0083  HISTORY     - 1936     GOOD             NGS
 FC0083  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0083
 FC0083                          STATION DESCRIPTION
 FC0083
 FC0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0083'3.7 MI SW FROM CONCORD.
 FC0083'3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0083'AT CONCORD, KNOX COUNTY, 1.0 MILE SOUTHWEST OF THE STATION AT
 FC0083'BOYD, 1,172 FEET NORTHEAST OF THE KNOX-LOUDON COUNTY-LINE MARKER,
 FC0083'1,150 FEET NORTHEAST OF MILEPOST 149, 250 YARDS SOUTH OF A YELLOW
 FC0083'FRAMEHOUSE WITH TWO BRICK CHIMNEYS, 90 YARDS SOUTHWEST OF THE
 FC0083'SOUTHWEST END OF A 200-FOOT WATERING POOL, 23 FEET NORTHWEST OF
 FC0083'THE CENTERLINE OF THE CONCORD-LENOIR PIKE, OPPOSITE POLE 211,
 FC0083'27 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 FC0083'HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0083'1435 AND SET IN THE TOP OF A CONCRETE POST.
 FC0083
 FC0083                          STATION RECOVERY (1968)
 FC0083
 FC0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0081 ***********************************************************************
 FC0081  DESIGNATION -  1436
 FC0081  PID         -  FC0081
 FC0081  STATE/COUNTY-  TN/LOUDON
 FC0081  USGS QUAD   -  CONCORD (1984)
 FC0081
 FC0081                         *CURRENT SURVEY CONTROL
 FC0081  ___________________________________________________________________
 FC0081* NAD 83(1986)-  35 49 55.     (N)    084 12 20.     (W)     SCALED    
 FC0081* NAVD 88     -       261.949  (meters)     859.41   (feet)  POSTED    
 FC0081  ___________________________________________________________________
 FC0081  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0081  DYNAMIC HT  -         261.700 (meters)     858.59  (feet)  COMP
 FC0081  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FC0081
 FC0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0081
 FC0081.The horizontal coordinates were scaled from a topographic map and have
 FC0081.an estimated accuracy of +/- 6 seconds.
 FC0081
 FC0081.The orthometric height was determined by differential leveling
 FC0081.and adjusted by the National Geodetic Survey in 1992..
 FC0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0081.rate of 1.1 thru 2.0 mm/km.
 FC0081
 FC0081.The geoid height was determined by GEOID03.
 FC0081
 FC0081.The dynamic height is computed by dividing the NAVD 88
 FC0081.geopotential number by the normal gravity value computed on the
 FC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0081.degrees latitude (g = 980.6199 gals.).
 FC0081
 FC0081.The modeled gravity was interpolated from observed gravity values.
 FC0081
 FC0081;                    North         East    Units  Estimated Accuracy
 FC0081;SPC TN       -   167,760.      762,120.      MT  (+/- 180 meters Scaled)
 FC0081
 FC0081                          SUPERSEDED SURVEY CONTROL
 FC0081
 FC0081  NGVD 29 (??/??/92)  262.063  (m)          859.78   (f) ADJ UNCH    1 2
 FC0081
 FC0081.Superseded values are not recommended for survey control.
 FC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0081.See file dsdata.txt to determine how the superseded data were derived.
 FC0081
 FC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE524689(NAD 83)
 FC0081_MARKER: DD = SURVEY DISK
 FC0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0081_STAMPING: 1436
 FC0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0081+STABILITY: SURFACE MOTION
 FC0081
 FC0081  HISTORY     - Date     Condition        Report By
 FC0081  HISTORY     - UNK      MONUMENTED       TNGS
 FC0081  HISTORY     - 1936     GOOD             NGS
 FC0081  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0081
 FC0081                          STATION DESCRIPTION
 FC0081
 FC0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0081'4.6 MI NE FROM LENOIR CITY.
 FC0081'4.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0081'AT LENOIR CITY, LOUDON COUNTY, 1.0 MILE NORTHEAST OF THE POST
 FC0081'OFFICE AT MARTEL, 2,900 FEET SOUTHWEST OF MILEPOST 149, 2,878
 FC0081'FEET SOUTHWEST OF THE LOUDON-KNOX COUNTY-LINE MARKER, 1,439
 FC0081'FEET SOUTHWEST OF BLOCK SIGNAL 1492 A, 22-1/2 RAILS NORTHEAST
 FC0081'OF A ROAD LEAVING THE LENOIR-CONCORD PIKE AT A GULF SERVICE STATION,
 FC0081'3 POLES SOUTHWEST OF A WHISTLE POST, 424 FEET NORTHWEST OF THE
 FC0081'CENTERLINE OF THE PIKE, 24 FEET NORTHWEST OF THE CENTERLINE OF
 FC0081'THE TRACK, AT THE TOP OF A CAVING BANK, 6 FEET ABOVE THE TRACK,
 FC0081'AND 8 FEET SOUTH OF A FENCELINE.  A STATE SURVEY STANDARD DISK,
 FC0081'STAMPED 1436 AND SET IN THE TOP OF A CONCRETE POST.
 FC0081
 FC0081                          STATION RECOVERY (1968)
 FC0081
 FC0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0078 ***********************************************************************
 FC0078  DESIGNATION -  1438
 FC0078  PID         -  FC0078
 FC0078  STATE/COUNTY-  TN/LOUDON
 FC0078  USGS QUAD   -  CONCORD (1984)
 FC0078
 FC0078                         *CURRENT SURVEY CONTROL
 FC0078  ___________________________________________________________________
 FC0078* NAD 83(1986)-  35 49 28.     (N)    084 13 00.     (W)     SCALED    
 FC0078* NAVD 88     -       252.922  (meters)     829.79   (feet)  POSTED    
 FC0078  ___________________________________________________________________
 FC0078  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0078  DYNAMIC HT  -         252.680 (meters)     829.00  (feet)  COMP
 FC0078  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 FC0078
 FC0078  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0078
 FC0078.The horizontal coordinates were scaled from a topographic map and have
 FC0078.an estimated accuracy of +/- 6 seconds.
 FC0078
 FC0078.The orthometric height was determined by differential leveling
 FC0078.and adjusted by the National Geodetic Survey in 1992..
 FC0078.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0078.rate of 1.1 thru 2.0 mm/km.
 FC0078
 FC0078.The geoid height was determined by GEOID03.
 FC0078
 FC0078.The dynamic height is computed by dividing the NAVD 88
 FC0078.geopotential number by the normal gravity value computed on the
 FC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0078.degrees latitude (g = 980.6199 gals.).
 FC0078
 FC0078.The modeled gravity was interpolated from observed gravity values.
 FC0078
 FC0078;                    North         East    Units  Estimated Accuracy
 FC0078;SPC TN       -   166,910.      761,130.      MT  (+/- 180 meters Scaled)
 FC0078
 FC0078                          SUPERSEDED SURVEY CONTROL
 FC0078
 FC0078  NGVD 29 (??/??/92)  253.036  (m)          830.17   (f) ADJ UNCH    1 2
 FC0078
 FC0078.Superseded values are not recommended for survey control.
 FC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0078.See file dsdata.txt to determine how the superseded data were derived.
 FC0078
 FC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE514680(NAD 83)
 FC0078_MARKER: DD = SURVEY DISK
 FC0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0078_STAMPING: 1438
 FC0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0078+STABILITY: SURFACE MOTION
 FC0078
 FC0078  HISTORY     - Date     Condition        Report By
 FC0078  HISTORY     - UNK      MONUMENTED       TNGS
 FC0078  HISTORY     - 1936     GOOD             NGS
 FC0078  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0078
 FC0078                          STATION DESCRIPTION
 FC0078
 FC0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0078'3.8 MI NE FROM LENOIR CITY.
 FC0078'3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0078'AT LENOIR CITY, LOUDON COUNTY, 321 FEET NORTHEAST OF THE POST
 FC0078'OFFICE AT MARTEL, 10 RAILS NORTHEAST OF THE END OF THE ARMSTRONG
 FC0078'CANDY CO.  PLANT, 177 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC0078'LENOIR-CONCORD PIKE, 4 RAILS SOUTHWEST OF A SMALL BLUE SHANTY,
 FC0078'AT THE TOP OF A BANK, 20 FEET SOUTHEAST OF THE CENTERLINE OF
 FC0078'THE TRACK, 2 FEET FROM A FENCELINE, AND 4 FEET HIGHER THAN THE
 FC0078'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1438 AND SET IN
 FC0078'THE TOP OF A CONCRETE POST.
 FC0078
 FC0078                          STATION RECOVERY (1968)
 FC0078
 FC0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0077 ***********************************************************************
 FC0077  DESIGNATION -  1439
 FC0077  PID         -  FC0077
 FC0077  STATE/COUNTY-  TN/LOUDON
 FC0077  USGS QUAD   -  CONCORD (1984)
 FC0077
 FC0077                         *CURRENT SURVEY CONTROL
 FC0077  ___________________________________________________________________
 FC0077* NAD 83(1986)-  35 49 20.     (N)    084 13 12.     (W)     SCALED    
 FC0077* NAVD 88     -       248.286  (meters)     814.59   (feet)  POSTED    
 FC0077  ___________________________________________________________________
 FC0077  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0077  DYNAMIC HT  -         248.050 (meters)     813.81  (feet)  COMP
 FC0077  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FC0077
 FC0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0077
 FC0077.The horizontal coordinates were scaled from a topographic map and have
 FC0077.an estimated accuracy of +/- 6 seconds.
 FC0077
 FC0077.The orthometric height was determined by differential leveling
 FC0077.and adjusted by the National Geodetic Survey in 1992..
 FC0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0077.rate of 1.1 thru 2.0 mm/km.
 FC0077
 FC0077.The geoid height was determined by GEOID03.
 FC0077
 FC0077.The dynamic height is computed by dividing the NAVD 88
 FC0077.geopotential number by the normal gravity value computed on the
 FC0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0077.degrees latitude (g = 980.6199 gals.).
 FC0077
 FC0077.The modeled gravity was interpolated from observed gravity values.
 FC0077
 FC0077;                    North         East    Units  Estimated Accuracy
 FC0077;SPC TN       -   166,650.      760,830.      MT  (+/- 180 meters Scaled)
 FC0077
 FC0077                          SUPERSEDED SURVEY CONTROL
 FC0077
 FC0077  NGVD 29 (??/??/92)  248.400  (m)          814.96   (f) ADJ UNCH    1 2
 FC0077
 FC0077.Superseded values are not recommended for survey control.
 FC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0077.See file dsdata.txt to determine how the superseded data were derived.
 FC0077
 FC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE511677(NAD 83)
 FC0077_MARKER: DD = SURVEY DISK
 FC0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0077_STAMPING: 1439
 FC0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0077+STABILITY: SURFACE MOTION
 FC0077
 FC0077  HISTORY     - Date     Condition        Report By
 FC0077  HISTORY     - UNK      MONUMENTED       TNGS
 FC0077  HISTORY     - 1936     GOOD             NGS
 FC0077  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0077
 FC0077                          STATION DESCRIPTION
 FC0077
 FC0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0077'3.5 MI NE FROM LENOIR CITY.
 FC0077'3.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0077'AT LENOIR CITY, LOUDON COUNTY, 1,143 FEET SOUTHWEST OF THE POST
 FC0077'OFFICE AT MARTEL, 114 FEET NORTHEAST OF MILEAGE POST 150.6 A, 22
 FC0077'RAILS SOUTHWEST OF THE ARMSTRONG CANDY CO. PLANT, 125 FEET
 FC0077'NORTHWEST OF THE CENTERLINE OF THE LENOIR-CONCORD PIKE, 2 RAILS
 FC0077'WEST OF A TOOLHOUSE, AND 13 FEET NORTHWEST OF THE CENTERLINE
 FC0077'OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1439 AND SET
 FC0077'IN THE TOP OF A CONCRETE POST.
 FC0077
 FC0077                          STATION RECOVERY (1968)
 FC0077
 FC0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2819 ***********************************************************************
 FE2819  DESIGNATION -  144
 FE2819  PID         -  FE2819
 FE2819  STATE/COUNTY-  TN/SHELBY
 FE2819  USGS QUAD   -  GERMANTOWN (1997)
 FE2819
 FE2819                         *CURRENT SURVEY CONTROL
 FE2819  ___________________________________________________________________
 FE2819* NAD 83(1995)-  35 01 14.36956(N)    089 45 07.91625(W)     ADJUSTED  
 FE2819* NAVD 88     -       104.249  (meters)     342.02   (feet)  ADJUSTED  
 FE2819  ___________________________________________________________________
 FE2819  X           -      22,615.818 (meters)                     COMP
 FE2819  Y           -  -5,229,125.906 (meters)                     COMP
 FE2819  Z           -   3,639,788.080 (meters)                     COMP
 FE2819  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FE2819  ELLIP HEIGHT-          76.75  (meters)          (04/26/01) GPS OBS
 FE2819  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2819  DYNAMIC HT  -         104.151 (meters)     341.70  (feet)  COMP
 FE2819  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FE2819
 FE2819  HORZ ORDER  -  FIRST
 FE2819  VERT ORDER  -  FIRST     CLASS II
 FE2819  ELLP ORDER  -  FOURTH    CLASS I
 FE2819
 FE2819.The horizontal coordinates were established by GPS observations
 FE2819.and adjusted by the National Geodetic Survey in April 2001..
 FE2819
 FE2819.The orthometric height was determined by differential leveling
 FE2819.and adjusted by the National Geodetic Survey in August 1995..
 FE2819
 FE2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2819
 FE2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2819
 FE2819.The ellipsoidal height was determined by GPS observations
 FE2819.and is referenced to NAD 83.
 FE2819
 FE2819.The geoid height was determined by GEOID03.
 FE2819
 FE2819.The dynamic height is computed by dividing the NAVD 88
 FE2819.geopotential number by the normal gravity value computed on the
 FE2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2819.degrees latitude (g = 980.6199 gals.).
 FE2819
 FE2819.The modeled gravity was interpolated from observed gravity values.
 FE2819
 FE2819;                    North         East     Units Scale Factor Converg.
 FE2819;SPC TN       -    82,824.171   257,622.057   MT  1.00004839   -2 11 48.1
 FE2819;SPC TN       -   271,732.30    845,215.03   sFT  1.00004839   -2 11 48.1
 FE2819;UTM  16      - 3,878,796.633   248,887.194   MT  1.00037723   -1 34 48.8
 FE2819
 FE2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2819!SPC TN       -   0.99998795  x   1.00004839  =   1.00003634
 FE2819!UTM  16      -   0.99998795  x   1.00037723  =   1.00036518
 FE2819
 FE2819                          SUPERSEDED SURVEY CONTROL
 FE2819
 FE2819  NAVD 88 (03/28/02)  104.25   (m)          342.0    (f) LEVELING    3  
 FE2819
 FE2819.Superseded values are not recommended for survey control.
 FE2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2819.See file dsdata.txt to determine how the superseded data were derived.
 FE2819
 FE2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4888778797(NAD 83)
 FE2819_MARKER: DD = SURVEY DISK
 FE2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2819_SP_SET: CONCRETE POST
 FE2819_STAMPING: 144
 FE2819_MARK LOGO: MLGW  
 FE2819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2819+STABILITY: SURFACE MOTION
 FE2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2819+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1998
 FE2819
 FE2819  HISTORY     - Date     Condition        Report By
 FE2819  HISTORY     - UNK      MONUMENTED       MLGW
 FE2819  HISTORY     - 19920114 GOOD             NGS
 FE2819  HISTORY     - 19981222 GOOD             TN1620
 FE2819  HISTORY     - 20021009 POOR             USACE
 FE2819  HISTORY     - 20031030 MARK NOT FOUND   TN1620
 FE2819
 FE2819                          STATION DESCRIPTION
 FE2819
 FE2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2819'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2819'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2819'AND U.S. HIGHWAY 72, THENCE 8.0 KM (4.95 MI) SOUTHWESTERLY ALONG
 FE2819'COUNTY ROAD 175, 0.4 KM (0.25 MI) EAST OF THE JUNCTION OF FOREST HILL
 FE2819'IRENE ROAD, 80.2 M (263.1 FT) NORTHEAST OF UTILITY POLE NUMBER
 FE2819'155908, 44.2 M (145.0 FT) WEST OF UTILITY POLE NUMBER 155910, 23.8 M
 FE2819'(78.1 FT) NORTHWEST OF UTILITY POLE NUMBER 155909, 7.2 M (23.6 FT)
 FE2819'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 0.5 M (1.6 FT) EAST OF A
 FE2819'WITNESS POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 FE2819'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2819'SURFACE.
 FE2819
 FE2819                          STATION RECOVERY (1998)
 FE2819
 FE2819'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2819'RECOVERED AS DESCRIBED.
 FE2819
 FE2819                          STATION RECOVERY (2002)
 FE2819
 FE2819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2819'MARK DESTROYED. HWY HAS BEEN WIDENED.
 FE2819
 FE2819                          STATION RECOVERY (2003)
 FE2819
 FE2819'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0073 ***********************************************************************
 FC0073  DESIGNATION -  1442
 FC0073  PID         -  FC0073
 FC0073  STATE/COUNTY-  TN/LOUDON
 FC0073  USGS QUAD   -  CONCORD (1984)
 FC0073
 FC0073                         *CURRENT SURVEY CONTROL
 FC0073  ___________________________________________________________________
 FC0073* NAD 83(1986)-  35 48 15.     (N)    084 14 32.     (W)     SCALED    
 FC0073* NAVD 88     -       243.142  (meters)     797.71   (feet)  POSTED    
 FC0073  ___________________________________________________________________
 FC0073  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0073  DYNAMIC HT  -         242.910 (meters)     796.95  (feet)  COMP
 FC0073  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FC0073
 FC0073  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0073
 FC0073.The horizontal coordinates were scaled from a topographic map and have
 FC0073.an estimated accuracy of +/- 6 seconds.
 FC0073
 FC0073.The orthometric height was determined by differential leveling
 FC0073.and adjusted by the National Geodetic Survey in 1992..
 FC0073.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0073.rate of 1.1 thru 2.0 mm/km.
 FC0073
 FC0073.The geoid height was determined by GEOID03.
 FC0073
 FC0073.The dynamic height is computed by dividing the NAVD 88
 FC0073.geopotential number by the normal gravity value computed on the
 FC0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0073.degrees latitude (g = 980.6199 gals.).
 FC0073
 FC0073.The modeled gravity was interpolated from observed gravity values.
 FC0073
 FC0073;                    North         East    Units  Estimated Accuracy
 FC0073;SPC TN       -   164,610.      758,860.      MT  (+/- 180 meters Scaled)
 FC0073
 FC0073                          SUPERSEDED SURVEY CONTROL
 FC0073
 FC0073  NGVD 29 (??/??/92)  243.253  (m)          798.07   (f) ADJ UNCH    1 2
 FC0073
 FC0073.Superseded values are not recommended for survey control.
 FC0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0073.See file dsdata.txt to determine how the superseded data were derived.
 FC0073
 FC0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE491657(NAD 83)
 FC0073_MARKER: DB = BENCH MARK DISK
 FC0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0073_STAMPING: 1442
 FC0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0073+STABILITY: SURFACE MOTION
 FC0073
 FC0073  HISTORY     - Date     Condition        Report By
 FC0073  HISTORY     - UNK      MONUMENTED       CGS
 FC0073  HISTORY     - 1936     GOOD             NGS
 FC0073  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0073
 FC0073                          STATION DESCRIPTION
 FC0073
 FC0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0073'1.7 MI NE FROM LENOIR CITY.
 FC0073'1.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0073'AT LENOIR CITY, LOUDON COUNTY, 580 FEET SOUTHWEST OF BLOCK SIGNAL
 FC0073'1522 A, 7 RAILS WEST OF A GRADE CROSSING, 330 FEET SOUTHEAST OF A
 FC0073'2-STORY YELLOW FRAME HOUSE, 139 FEET SOUTHEAST OF THE CENTERLINE OF
 FC0073'THE LENOIR-CONCORD PIKE, 20 FEET SOUTHEAST OF THE CENTERLINE OF
 FC0073'THE TRACK, AND 4 FEET NORTHWEST OF A WIRE FENCE.  A STATE SURVEY
 FC0073'STANDARD DISK, STAMPED 1442 AND SET IN THE TOP OF A CONCRETE POST.
 FC0073
 FC0073                          STATION RECOVERY (1968)
 FC0073
 FC0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0072 ***********************************************************************
 FC0072  DESIGNATION -  1443
 FC0072  PID         -  FC0072
 FC0072  STATE/COUNTY-  TN/LOUDON
 FC0072  USGS QUAD   -  CONCORD (1984)
 FC0072
 FC0072                         *CURRENT SURVEY CONTROL
 FC0072  ___________________________________________________________________
 FC0072* NAD 83(1986)-  35 48 10.     (N)    084 14 45.     (W)     SCALED    
 FC0072* NAVD 88     -       241.487  (meters)     792.28   (feet)  POSTED    
 FC0072  ___________________________________________________________________
 FC0072  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0072  DYNAMIC HT  -         241.260 (meters)     791.53  (feet)  COMP
 FC0072  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FC0072
 FC0072  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0072
 FC0072.The horizontal coordinates were scaled from a topographic map and have
 FC0072.an estimated accuracy of +/- 6 seconds.
 FC0072
 FC0072.The orthometric height was determined by differential leveling
 FC0072.and adjusted by the National Geodetic Survey in 1992..
 FC0072.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0072.rate of 1.1 thru 2.0 mm/km.
 FC0072
 FC0072.The geoid height was determined by GEOID03.
 FC0072
 FC0072.The dynamic height is computed by dividing the NAVD 88
 FC0072.geopotential number by the normal gravity value computed on the
 FC0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0072.degrees latitude (g = 980.6199 gals.).
 FC0072
 FC0072.The modeled gravity was interpolated from observed gravity values.
 FC0072
 FC0072;                    North         East    Units  Estimated Accuracy
 FC0072;SPC TN       -   164,450.      758,540.      MT  (+/- 180 meters Scaled)
 FC0072
 FC0072                          SUPERSEDED SURVEY CONTROL
 FC0072
 FC0072  NGVD 29 (??/??/92)  241.599  (m)          792.65   (f) ADJ UNCH    1 2
 FC0072
 FC0072.Superseded values are not recommended for survey control.
 FC0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0072.See file dsdata.txt to determine how the superseded data were derived.
 FC0072
 FC0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE488655(NAD 83)
 FC0072_MARKER: DD = SURVEY DISK
 FC0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0072_STAMPING: 1443
 FC0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0072+STABILITY: SURFACE MOTION
 FC0072
 FC0072  HISTORY     - Date     Condition        Report By
 FC0072  HISTORY     - UNK      MONUMENTED       TNGS
 FC0072  HISTORY     - 1936     GOOD             NGS
 FC0072  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0072
 FC0072                          STATION DESCRIPTION
 FC0072
 FC0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0072'1.5 MI NE FROM LENOIR CITY.
 FC0072'1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0072'AT LENOIR CITY, LOUDON COUNTY, 175 FEET SOUTH OF A HOUSEAT THE
 FC0072'TOP OF A CUT, 460 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0072'LENOIR-CONCORD PIKE, AT THE WEST EDGE OF THE CUT, AND 16 FEET
 FC0072'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 FC0072'DISK, STAMPED 1443 AND SET IN THE TOP OF A CONCRETE POST.
 FC0072
 FC0072                          STATION RECOVERY (1968)
 FC0072
 FC0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0071 ***********************************************************************
 FC0071  DESIGNATION -  1444
 FC0071  PID         -  FC0071
 FC0071  STATE/COUNTY-  TN/LOUDON
 FC0071  USGS QUAD   -  CONCORD (1984)
 FC0071
 FC0071                         *CURRENT SURVEY CONTROL
 FC0071  ___________________________________________________________________
 FC0071* NAD 83(1986)-  35 48 04.     (N)    084 14 56.     (W)     SCALED    
 FC0071* NAVD 88     -       242.936  (meters)     797.03   (feet)  ADJUSTED  
 FC0071  ___________________________________________________________________
 FC0071  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0071  DYNAMIC HT  -         242.704 (meters)     796.27  (feet)  COMP
 FC0071  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0071
 FC0071  VERT ORDER  -  FIRST     CLASS I
 FC0071
 FC0071.The horizontal coordinates were scaled from a topographic map and have
 FC0071.an estimated accuracy of +/- 6 seconds.
 FC0071
 FC0071.The orthometric height was determined by differential leveling
 FC0071.and adjusted by the National Geodetic Survey in June 1991..
 FC0071
 FC0071.The geoid height was determined by GEOID03.
 FC0071
 FC0071.The dynamic height is computed by dividing the NAVD 88
 FC0071.geopotential number by the normal gravity value computed on the
 FC0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0071.degrees latitude (g = 980.6199 gals.).
 FC0071
 FC0071.The modeled gravity was interpolated from observed gravity values.
 FC0071
 FC0071;                    North         East    Units  Estimated Accuracy
 FC0071;SPC TN       -   164,260.      758,270.      MT  (+/- 180 meters Scaled)
 FC0071
 FC0071                          SUPERSEDED SURVEY CONTROL
 FC0071
 FC0071  NGVD 29 (??/??/92)  243.048  (m)          797.40   (f) ADJ UNCH    1 1
 FC0071
 FC0071.Superseded values are not recommended for survey control.
 FC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0071.See file dsdata.txt to determine how the superseded data were derived.
 FC0071
 FC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE486653(NAD 83)
 FC0071_MARKER: DD = SURVEY DISK
 FC0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0071_STAMPING: 1444
 FC0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0071+STABILITY: SURFACE MOTION
 FC0071
 FC0071  HISTORY     - Date     Condition        Report By
 FC0071  HISTORY     - UNK      MONUMENTED       TNGS
 FC0071  HISTORY     - 1968     GOOD             NGS
 FC0071
 FC0071                          STATION DESCRIPTION
 FC0071
 FC0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0071'1.2 MI NE FROM LENOIR CITY.
 FC0071'ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0071'STATION AT LENOIR CITY, ABOUT 0.5 MILE NORTHEAST OF THE FORT
 FC0071'LOUDOUN DAM ROAD OVERPASS OVER THE TRACK, ABOUT 0.2 MILE NORTHEAST
 FC0071'OF MILEPOST 153, ON THE OUTSIDE AND ABOUT 5 RAILS NORTHEAST OF
 FC0071'THE SOUTHWEST END OF A LONG CURVE WITH TANGENTS EXTENDING EAST
 FC0071'AND SOUTHWEST, ON THE TOP OF A 6-FOOT HIGH CUT, 72 FEET WEST
 FC0071'OF THE CENTER WIRE OF A POWER LINE CROSSING THE TRACK, 21.4 FEET
 FC0071'NORTHWEST OF THE NORTHWEST RAIL, 4 1/2 FEET EAST OF THE EXTENDED
 FC0071'LINE OF THE EAST END OF A ONE STORY WHITE FRAME HOUSE, 3 1/2 FEET
 FC0071'SOUTHEAST OF A FENCE LINE, 1.3 FEET NORTHEAST OF A METAL WITNESS
 FC0071'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 FC0071'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 FC0071'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0520 ***********************************************************************
 GA0520  DESIGNATION -  1444 ASH
 GA0520  PID         -  GA0520
 GA0520  STATE/COUNTY-  TN/SULLIVAN
 GA0520  USGS QUAD   -  BLUFF CITY (1968)
 GA0520
 GA0520                         *CURRENT SURVEY CONTROL
 GA0520  ___________________________________________________________________
 GA0520* NAD 83(1986)-  36 27 44.     (N)    082 20 54.     (W)     SCALED    
 GA0520* NAVD 88     -       440.002  (meters)    1443.57   (feet)  ADJUSTED  
 GA0520  ___________________________________________________________________
 GA0520  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0520  DYNAMIC HT  -         439.596 (meters)    1442.24  (feet)  COMP
 GA0520  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 GA0520
 GA0520  VERT ORDER  -  SECOND    CLASS 0
 GA0520
 GA0520.The horizontal coordinates were scaled from a topographic map and have
 GA0520.an estimated accuracy of +/- 6 seconds.
 GA0520
 GA0520.The orthometric height was determined by differential leveling
 GA0520.and adjusted by the National Geodetic Survey in June 1991..
 GA0520
 GA0520.The geoid height was determined by GEOID03.
 GA0520
 GA0520.The dynamic height is computed by dividing the NAVD 88
 GA0520.geopotential number by the normal gravity value computed on the
 GA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0520.degrees latitude (g = 980.6199 gals.).
 GA0520
 GA0520.The modeled gravity was interpolated from observed gravity values.
 GA0520
 GA0520;                    North         East    Units  Estimated Accuracy
 GA0520;SPC TN       -   242,310.      927,240.      MT  (+/- 180 meters Scaled)
 GA0520
 GA0520                          SUPERSEDED SURVEY CONTROL
 GA0520
 GA0520  NGVD 29 (??/??/92)  440.152  (m)         1444.07   (f) ADJ UNCH    2 0
 GA0520
 GA0520.Superseded values are not recommended for survey control.
 GA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0520.See file dsdata.txt to determine how the superseded data were derived.
 GA0520
 GA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA791360(NAD 83)
 GA0520_MARKER: DD = SURVEY DISK
 GA0520_SETTING: 66 = SET IN ROCK OUTCROP
 GA0520_SP_SET: SET IN ROCK OUTCROP
 GA0520_STAMPING: 1444 ASH
 GA0520_MARK LOGO: USGS  
 GA0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0520+STABILITY: POSITION/ELEVATION WELL
 GA0520
 GA0520  HISTORY     - Date     Condition        Report By
 GA0520  HISTORY     - UNK      MONUMENTED       USGS
 GA0520  HISTORY     - 1935     GOOD             NGS
 GA0520
 GA0520                          STATION DESCRIPTION
 GA0520
 GA0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0520'6.6 MI W FROM BLUFF CITY.
 GA0520'6.6 MILES WEST ALONG THE HOLSTON ROAD FROM THE SOUTHERN RAILWAY
 GA0520'STATION AT BLUFF CITY, SULLIVAN COUNTY, 0.6 MILE SOUTHEAST OF
 GA0520'THE HOLSTON RIVER BRIDGE, 700 FEET WEST OF THE JUNCTION OF THE
 GA0520'SPURGON FORD ROAD, 7 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GA0520'IN THE TOP OF A ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE ROAD.
 GA0520'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1444 ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0068 ***********************************************************************
 FC0068  DESIGNATION -  1447
 FC0068  PID         -  FC0068
 FC0068  STATE/COUNTY-  TN/LOUDON
 FC0068  USGS QUAD   -  LENOIR CITY (1986)
 FC0068
 FC0068                         *CURRENT SURVEY CONTROL
 FC0068  ___________________________________________________________________
 FC0068* NAD 83(1986)-  35 47 30.     (N)    084 15 28.     (W)     SCALED    
 FC0068* NAVD 88     -       239.469  (meters)     785.66   (feet)  ADJUSTED  
 FC0068  ___________________________________________________________________
 FC0068  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0068  DYNAMIC HT  -         239.241 (meters)     784.91  (feet)  COMP
 FC0068  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FC0068
 FC0068  VERT ORDER  -  FIRST     CLASS I
 FC0068
 FC0068.The horizontal coordinates were scaled from a topographic map and have
 FC0068.an estimated accuracy of +/- 6 seconds.
 FC0068
 FC0068.The orthometric height was determined by differential leveling
 FC0068.and adjusted by the National Geodetic Survey in June 1991..
 FC0068
 FC0068.The geoid height was determined by GEOID03.
 FC0068
 FC0068.The dynamic height is computed by dividing the NAVD 88
 FC0068.geopotential number by the normal gravity value computed on the
 FC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0068.degrees latitude (g = 980.6199 gals.).
 FC0068
 FC0068.The modeled gravity was interpolated from observed gravity values.
 FC0068
 FC0068;                    North         East    Units  Estimated Accuracy
 FC0068;SPC TN       -   163,200.      757,480.      MT  (+/- 180 meters Scaled)
 FC0068
 FC0068                          SUPERSEDED SURVEY CONTROL
 FC0068
 FC0068  NGVD 29 (??/??/92)  239.580  (m)          786.02   (f) ADJ UNCH    1 1
 FC0068
 FC0068.Superseded values are not recommended for survey control.
 FC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0068.See file dsdata.txt to determine how the superseded data were derived.
 FC0068
 FC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE478643(NAD 83)
 FC0068_MARKER: DD = SURVEY DISK
 FC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0068_STAMPING: 1447
 FC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0068+STABILITY: SURFACE MOTION
 FC0068
 FC0068  HISTORY     - Date     Condition        Report By
 FC0068  HISTORY     - UNK      MONUMENTED       TNGS
 FC0068  HISTORY     - 1968     GOOD             NGS
 FC0068  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0068
 FC0068                          STATION DESCRIPTION
 FC0068
 FC0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0068'AT LENOIR CITY.
 FC0068'AT LENOIR CITY, ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN
 FC0068'RAILWAY FROM THE STATION, ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 FC0068'154, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF MILL STREET,
 FC0068'65 1/2 FEET EAST OF AND ACROSS THE TRACK FROM THE EAST CORNER
 FC0068'OF A CHAIN LINK FENCE AROUND A HOSIERY MILL, 71 FEET SOUTHWEST
 FC0068'OF THE THIRD TELEPHONE POLE NORTHEAST OF THE MILL STREET CROSSING,
 FC0068'22.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 FC0068'8.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 1 FOOT
 FC0068'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 FC0068'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT
 FC0068'BELOW THE LEVEL OF THE GROUND.
 FC0068
 FC0068                          STATION RECOVERY (2005)
 FC0068
 FC0068'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0068'RAIL TRACKS HAVE BEEN REBUILT. NO SIGN OF MARK OR WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0066 ***********************************************************************
 FC0066  DESIGNATION -  1448
 FC0066  PID         -  FC0066
 FC0066  STATE/COUNTY-  TN/LOUDON
 FC0066  USGS QUAD   -  LENOIR CITY (1986)
 FC0066
 FC0066                         *CURRENT SURVEY CONTROL
 FC0066  ___________________________________________________________________
 FC0066* NAD 83(1986)-  35 47 21.     (N)    084 16 03.     (W)     SCALED    
 FC0066* NAVD 88     -       240.462  (meters)     788.92   (feet)  ADJUSTED  
 FC0066  ___________________________________________________________________
 FC0066  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0066  DYNAMIC HT  -         240.233 (meters)     788.16  (feet)  COMP
 FC0066  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FC0066
 FC0066  VERT ORDER  -  FIRST     CLASS I
 FC0066
 FC0066.The horizontal coordinates were scaled from a topographic map and have
 FC0066.an estimated accuracy of +/- 6 seconds.
 FC0066
 FC0066.The orthometric height was determined by differential leveling
 FC0066.and adjusted by the National Geodetic Survey in June 1991..
 FC0066
 FC0066.The geoid height was determined by GEOID03.
 FC0066
 FC0066.The dynamic height is computed by dividing the NAVD 88
 FC0066.geopotential number by the normal gravity value computed on the
 FC0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0066.degrees latitude (g = 980.6199 gals.).
 FC0066
 FC0066.The modeled gravity was interpolated from observed gravity values.
 FC0066
 FC0066;                    North         East    Units  Estimated Accuracy
 FC0066;SPC TN       -   162,910.      756,610.      MT  (+/- 180 meters Scaled)
 FC0066
 FC0066                          SUPERSEDED SURVEY CONTROL
 FC0066
 FC0066  NGVD 29 (??/??/92)  240.574  (m)          789.28   (f) ADJ UNCH    1 1
 FC0066
 FC0066.Superseded values are not recommended for survey control.
 FC0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0066.See file dsdata.txt to determine how the superseded data were derived.
 FC0066
 FC0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE469640(NAD 83)
 FC0066_MARKER: DD = SURVEY DISK
 FC0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0066_STAMPING: 1448
 FC0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0066+STABILITY: SURFACE MOTION
 FC0066
 FC0066  HISTORY     - Date     Condition        Report By
 FC0066  HISTORY     - UNK      MONUMENTED       TNGS
 FC0066  HISTORY     - 1968     GOOD             NGS
 FC0066
 FC0066                          STATION DESCRIPTION
 FC0066
 FC0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0066'AT LENOIR CITY.
 FC0066'AT LENOIR CITY, ABOUT 0.1 MILE SOUTHWEST ALONG THE SOUTHERN
 FC0066'RAILWAY FROM THE STATION, 42 1/2 FEET WEST OF THE CENTER OF THE
 FC0066'CROSSING OF C STREET AND THE MAIN TRACK, 25 FEET NORTHWEST OF
 FC0066'THE NORTHWEST RAIL OF THE MAIN TRACK, 27 FEET SOUTHWEST OF THE
 FC0066'CENTER LINE OF THE STREET, 1 FOOT NORTHWEST OF A CROSSING SIGN
 FC0066'POST, ABOUT 2 FEET NORTHEAST OF THE EXTENDED LINE OF THE SOUTHWEST
 FC0066'CURB OF C STREET, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 FC0066'LEVEL WITH THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 FC0066'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0064 ***********************************************************************
 FC0064  DESIGNATION -  1449
 FC0064  PID         -  FC0064
 FC0064  STATE/COUNTY-  TN/LOUDON
 FC0064  USGS QUAD   -  LENOIR CITY (1986)
 FC0064
 FC0064                         *CURRENT SURVEY CONTROL
 FC0064  ___________________________________________________________________
 FC0064* NAD 83(1986)-  35 46 59.     (N)    084 16 37.     (W)     SCALED    
 FC0064* NAVD 88     -       247.607  (meters)     812.36   (feet)  POSTED    
 FC0064  ___________________________________________________________________
 FC0064  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0064  DYNAMIC HT  -         247.370 (meters)     811.58  (feet)  COMP
 FC0064  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FC0064
 FC0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0064
 FC0064.The horizontal coordinates were scaled from a topographic map and have
 FC0064.an estimated accuracy of +/- 6 seconds.
 FC0064
 FC0064.The orthometric height was determined by differential leveling
 FC0064.and adjusted by the National Geodetic Survey in 1992..
 FC0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0064.rate of 0.0 thru 1.0 mm/km.
 FC0064
 FC0064.The geoid height was determined by GEOID03.
 FC0064
 FC0064.The dynamic height is computed by dividing the NAVD 88
 FC0064.geopotential number by the normal gravity value computed on the
 FC0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0064.degrees latitude (g = 980.6199 gals.).
 FC0064
 FC0064.The modeled gravity was interpolated from observed gravity values.
 FC0064
 FC0064;                    North         East    Units  Estimated Accuracy
 FC0064;SPC TN       -   162,220.      755,770.      MT  (+/- 180 meters Scaled)
 FC0064
 FC0064                          SUPERSEDED SURVEY CONTROL
 FC0064
 FC0064  NGVD 29 (??/??/92)  247.717  (m)          812.72   (f) ADJ UNCH    1 2
 FC0064
 FC0064.Superseded values are not recommended for survey control.
 FC0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0064.See file dsdata.txt to determine how the superseded data were derived.
 FC0064
 FC0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE461633(NAD 83)
 FC0064_MARKER: DD = SURVEY DISK
 FC0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0064_STAMPING: 1449
 FC0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0064+STABILITY: SURFACE MOTION
 FC0064
 FC0064  HISTORY     - Date     Condition        Report By
 FC0064  HISTORY     - UNK      MONUMENTED       TNGS
 FC0064  HISTORY     - 1936     GOOD             NGS
 FC0064  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0064
 FC0064                          STATION DESCRIPTION
 FC0064
 FC0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0064'0.9 MI SW FROM LENOIR CITY.
 FC0064'0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0064'LENOIR CITY, LOUDON COUNTY, 542 FEET NORTHEAST OF MILEPOST 155,
 FC0064'246 FEET SOUTH OF U.S. HIGHWAY 11, 4 FEET NORTHEAST OF A
 FC0064'CITY-LIMIT MARKER, AND 14 FEET SOUTHEAST OF THE TRACK.  A STATE
 FC0064'SURVEY STANDARD DISK, STAMPED 1449 AND SET IN THE TOP OF A
 FC0064'CONCRETE POST.
 FC0064
 FC0064                          STATION RECOVERY (1968)
 FC0064
 FC0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2820 ***********************************************************************
 FE2820  DESIGNATION -  145
 FE2820  PID         -  FE2820
 FE2820  STATE/COUNTY-  TN/SHELBY
 FE2820  USGS QUAD   -  GERMANTOWN (1997)
 FE2820
 FE2820                         *CURRENT SURVEY CONTROL
 FE2820  ___________________________________________________________________
 FE2820* NAD 83(1995)-  35 01 13.99796(N)    089 46 34.41688(W)     ADJUSTED  
 FE2820* NAVD 88     -        95.736  (meters)     314.09   (feet)  ADJUSTED  
 FE2820  ___________________________________________________________________
 FE2820  X           -      20,422.892 (meters)                     COMP
 FE2820  Y           -  -5,229,134.541 (meters)                     COMP
 FE2820  Z           -   3,639,773.824 (meters)                     COMP
 FE2820  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FE2820  ELLIP HEIGHT-          68.25  (meters)          (04/26/01) GPS OBS
 FE2820  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE2820  DYNAMIC HT  -          95.646 (meters)     313.80  (feet)  COMP
 FE2820  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FE2820
 FE2820  HORZ ORDER  -  FIRST
 FE2820  VERT ORDER  -  FIRST     CLASS II
 FE2820  ELLP ORDER  -  FOURTH    CLASS I
 FE2820
 FE2820.The horizontal coordinates were established by GPS observations
 FE2820.and adjusted by the National Geodetic Survey in April 2001..
 FE2820
 FE2820.The orthometric height was determined by differential leveling
 FE2820.and adjusted by the National Geodetic Survey in August 1995..
 FE2820
 FE2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2820
 FE2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2820
 FE2820.The ellipsoidal height was determined by GPS observations
 FE2820.and is referenced to NAD 83.
 FE2820
 FE2820.The geoid height was determined by GEOID03.
 FE2820
 FE2820.The dynamic height is computed by dividing the NAVD 88
 FE2820.geopotential number by the normal gravity value computed on the
 FE2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2820.degrees latitude (g = 980.6199 gals.).
 FE2820
 FE2820.The modeled gravity was interpolated from observed gravity values.
 FE2820
 FE2820;                    North         East     Units Scale Factor Converg.
 FE2820;SPC TN       -    82,897.055   255,430.215   MT  1.00004841   -2 12 38.7
 FE2820;SPC TN       -   271,971.42    838,023.96   sFT  1.00004841   -2 12 38.7
 FE2820;UTM  16      - 3,878,845.942   246,693.959   MT  1.00039087   -1 35 38.6
 FE2820
 FE2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2820!SPC TN       -   0.99998929  x   1.00004841  =   1.00003770
 FE2820!UTM  16      -   0.99998929  x   1.00039087  =   1.00038015
 FE2820
 FE2820                          SUPERSEDED SURVEY CONTROL
 FE2820
 FE2820  NAVD 88 (03/28/02)   95.74   (m)          314.1    (f) LEVELING    3  
 FE2820
 FE2820.Superseded values are not recommended for survey control.
 FE2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2820.See file dsdata.txt to determine how the superseded data were derived.
 FE2820
 FE2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4669478846(NAD 83)
 FE2820_MARKER: DD = SURVEY DISK
 FE2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2820_SP_SET: CONCRETE POST
 FE2820_STAMPING: 145
 FE2820_MARK LOGO: MLGW  
 FE2820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2820+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1998
 FE2820
 FE2820  HISTORY     - Date     Condition        Report By
 FE2820  HISTORY     - 1993     MONUMENTED       MLGW
 FE2820  HISTORY     - 19920114 GOOD             NGS
 FE2820  HISTORY     - 19980725 GOOD             TN1620
 FE2820  HISTORY     - 19981222 GOOD             TN1620
 FE2820  HISTORY     - 20021009 POOR             USACE
 FE2820  HISTORY     - 20031030 MARK NOT FOUND   TN1620
 FE2820
 FE2820                          STATION DESCRIPTION
 FE2820
 FE2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2820'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2820'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2820'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 10.2 KM (6.35 MI)
 FE2820'SOUTHWESTERLY ALONG COUNTY ROAD 175, 13.8 M (45.3 FT) EAST OF THE
 FE2820'CENTER OF A GRAVELED DRIVEWAY, 10.3 M (33.8 FT) NORTHEAST OF UTILITY
 FE2820'POLE NUMBER 182318, 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF THE
 FE2820'ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) WEST
 FE2820'OF A WITNESS POST, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 FE2820'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2820
 FE2820                          STATION RECOVERY (1998)
 FE2820
 FE2820'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (SB)
 FE2820'RECOVERED IN GOOD CONDITION.
 FE2820
 FE2820                          STATION RECOVERY (1998)
 FE2820
 FE2820'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2820'RECOVERED AS DESCRIBED.
 FE2820
 FE2820                          STATION RECOVERY (2002)
 FE2820
 FE2820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2820'MARK DESTROYED. HWY HAS BEEN WIDENED.
 FE2820
 FE2820                          STATION RECOVERY (2003)
 FE2820
 FE2820'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0047 ***********************************************************************
 FC0047  DESIGNATION -  1453
 FC0047  PID         -  FC0047
 FC0047  STATE/COUNTY-  TN/LOUDON
 FC0047  USGS QUAD   -  LOUDON (1984)
 FC0047
 FC0047                         *CURRENT SURVEY CONTROL
 FC0047  ___________________________________________________________________
 FC0047* NAD 83(1986)-  35 44 30.     (N)    084 20 21.     (W)     SCALED    
 FC0047* NAVD 88     -       248.983  (meters)     816.87   (feet)  POSTED    
 FC0047  ___________________________________________________________________
 FC0047  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0047  DYNAMIC HT  -         248.740 (meters)     816.07  (feet)  COMP
 FC0047  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FC0047
 FC0047  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FC0047
 FC0047.The horizontal coordinates were scaled from a topographic map and have
 FC0047.an estimated accuracy of +/- 6 seconds.
 FC0047
 FC0047.The orthometric height was determined by differential leveling
 FC0047.and adjusted by the National Geodetic Survey in 1992..
 FC0047.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FC0047.rate of 4.1 thru 8.0 mm/km.
 FC0047
 FC0047.The geoid height was determined by GEOID03.
 FC0047
 FC0047.The dynamic height is computed by dividing the NAVD 88
 FC0047.geopotential number by the normal gravity value computed on the
 FC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0047.degrees latitude (g = 980.6199 gals.).
 FC0047
 FC0047.The modeled gravity was interpolated from observed gravity values.
 FC0047
 FC0047;                    North         East    Units  Estimated Accuracy
 FC0047;SPC TN       -   157,530.      750,220.      MT  (+/- 180 meters Scaled)
 FC0047
 FC0047                          SUPERSEDED SURVEY CONTROL
 FC0047
 FC0047  NGVD 29 (??/??/92)  249.083  (m)          817.20   (f) ADJ UNCH    1 2
 FC0047
 FC0047.Superseded values are not recommended for survey control.
 FC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0047.See file dsdata.txt to determine how the superseded data were derived.
 FC0047
 FC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE406585(NAD 83)
 FC0047_MARKER: DD = SURVEY DISK
 FC0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0047_STAMPING: 1453
 FC0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0047+STABILITY: SURFACE MOTION
 FC0047
 FC0047  HISTORY     - Date     Condition        Report By
 FC0047  HISTORY     - UNK      MONUMENTED       TNGS
 FC0047  HISTORY     - 1935     GOOD             NGS
 FC0047  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0047
 FC0047                          STATION DESCRIPTION
 FC0047
 FC0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0047'AT LOUDON.
 FC0047'AT LOUDON, LOUDON COUNTY, 806 FEET SOUTHWEST OF THE SOUTHERN
 FC0047'RAILWAY STATION, 500 FEET SOUTHEAST OF LOUDON HIGH SCHOOL,
 FC0047'7-1/2 RAILS SOUTHWEST OF A LIVESTOCK LOADING PEN, 52 FEET
 FC0047'SOUTHWEST OF THE CENTERLINE OF HUFFS FERRY ROAD, 13 FEET NORTHWEST
 FC0047'OF BLOCK SIGNAL 1598 A, ON A RAILROAD EMBANKMENT AT THE EDGE
 FC0047'OF A FILL, AND 12 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC0047'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1453 AND SET IN
 FC0047'THE TOP OF A CONCRETE POST.
 FC0047
 FC0047                          STATION RECOVERY (1968)
 FC0047
 FC0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0046 ***********************************************************************
 FC0046  DESIGNATION -  1454
 FC0046  PID         -  FC0046
 FC0046  STATE/COUNTY-  TN/LOUDON
 FC0046  USGS QUAD   -  LOUDON (1984)
 FC0046
 FC0046                         *CURRENT SURVEY CONTROL
 FC0046  ___________________________________________________________________
 FC0046* NAD 83(1986)-  35 44 22.     (N)    084 20 35.     (W)     SCALED    
 FC0046* NAVD 88     -       253.516  (meters)     831.74   (feet)  ADJUSTED  
 FC0046  ___________________________________________________________________
 FC0046  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0046  DYNAMIC HT  -         253.274 (meters)     830.95  (feet)  COMP
 FC0046  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FC0046
 FC0046  VERT ORDER  -  FIRST     CLASS I
 FC0046
 FC0046.The horizontal coordinates were scaled from a topographic map and have
 FC0046.an estimated accuracy of +/- 6 seconds.
 FC0046
 FC0046.The orthometric height was determined by differential leveling
 FC0046.and adjusted by the National Geodetic Survey in June 1991..
 FC0046
 FC0046.The geoid height was determined by GEOID03.
 FC0046
 FC0046.The dynamic height is computed by dividing the NAVD 88
 FC0046.geopotential number by the normal gravity value computed on the
 FC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0046.degrees latitude (g = 980.6199 gals.).
 FC0046
 FC0046.The modeled gravity was interpolated from observed gravity values.
 FC0046
 FC0046;                    North         East    Units  Estimated Accuracy
 FC0046;SPC TN       -   157,280.      749,870.      MT  (+/- 180 meters Scaled)
 FC0046
 FC0046                          SUPERSEDED SURVEY CONTROL
 FC0046
 FC0046  NGVD 29 (??/??/92)  253.619  (m)          832.08   (f) ADJ UNCH    1 1
 FC0046
 FC0046.Superseded values are not recommended for survey control.
 FC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0046.See file dsdata.txt to determine how the superseded data were derived.
 FC0046
 FC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE402583(NAD 83)
 FC0046_MARKER: DD = SURVEY DISK
 FC0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0046_STAMPING: 1454
 FC0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0046+STABILITY: SURFACE MOTION
 FC0046
 FC0046  HISTORY     - Date     Condition        Report By
 FC0046  HISTORY     - UNK      MONUMENTED       TNGS
 FC0046  HISTORY     - 1968     GOOD             NGS
 FC0046
 FC0046                          STATION DESCRIPTION
 FC0046
 FC0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0046'AT LOUDON.
 FC0046'AT LOUDON, ABOUT 0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0046'FROM THE STATION, ABOUT 5 1/4 RAILS NORTHEAST OF MILEPOST 160,
 FC0046'UNDER THE KINGSTON ROAD WOODEN OVERPASS OVER THE TRACK, ON THE
 FC0046'SLOPE OF A 10-FOOT HIGH CUT BANK, 21.5 FEET NORTHWEST OF THE
 FC0046'NORTHWEST RAIL, 8 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 FC0046'OVERPASS, 8.8 FEET EAST OF THE EAST CORNER OF THE CONCRETE
 FC0046'BASE OF THE SOUTHWEST LEG OF THE SECOND PIER NORTHWEST OF THE
 FC0046'TRACK, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN
 FC0046'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 FC0046'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0043 ***********************************************************************
 FC0043  DESIGNATION -  1456
 FC0043  PID         -  FC0043
 FC0043  STATE/COUNTY-  TN/LOUDON
 FC0043  USGS QUAD   -  LOUDON (1984)
 FC0043
 FC0043                         *CURRENT SURVEY CONTROL
 FC0043  ___________________________________________________________________
 FC0043* NAD 83(1986)-  35 43 31.     (N)    084 21 15.     (W)     SCALED    
 FC0043* NAVD 88     -       253.234  (meters)     830.82   (feet)  POSTED    
 FC0043  ___________________________________________________________________
 FC0043  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0043  DYNAMIC HT  -         252.990 (meters)     830.02  (feet)  COMP
 FC0043  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FC0043
 FC0043  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0043
 FC0043.The horizontal coordinates were scaled from a topographic map and have
 FC0043.an estimated accuracy of +/- 6 seconds.
 FC0043
 FC0043.The orthometric height was determined by differential leveling
 FC0043.and adjusted by the National Geodetic Survey in 1992..
 FC0043.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0043.rate of 1.1 thru 2.0 mm/km.
 FC0043
 FC0043.The geoid height was determined by GEOID03.
 FC0043
 FC0043.The dynamic height is computed by dividing the NAVD 88
 FC0043.geopotential number by the normal gravity value computed on the
 FC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0043.degrees latitude (g = 980.6199 gals.).
 FC0043
 FC0043.The modeled gravity was interpolated from observed gravity values.
 FC0043
 FC0043;                    North         East    Units  Estimated Accuracy
 FC0043;SPC TN       -   155,690.      748,890.      MT  (+/- 180 meters Scaled)
 FC0043
 FC0043                          SUPERSEDED SURVEY CONTROL
 FC0043
 FC0043  NGVD 29 (??/??/92)  253.333  (m)          831.14   (f) ADJ UNCH    1 2
 FC0043
 FC0043.Superseded values are not recommended for survey control.
 FC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0043.See file dsdata.txt to determine how the superseded data were derived.
 FC0043
 FC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE393567(NAD 83)
 FC0043_MARKER: DD = SURVEY DISK
 FC0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0043_STAMPING: 1456
 FC0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0043+STABILITY: SURFACE MOTION
 FC0043
 FC0043  HISTORY     - Date     Condition        Report By
 FC0043  HISTORY     - UNK      MONUMENTED       TNGS
 FC0043  HISTORY     - 1935     GOOD             NGS
 FC0043  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0043
 FC0043                          STATION DESCRIPTION
 FC0043
 FC0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0043'1.6 MI SW FROM LOUDON.
 FC0043'1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0043'AT LOUDON, LOUDON COUNTY, 544 FEET SOUTHWEST OF MILEPOST 161,
 FC0043'489 FEET SOUTHWEST OF SIGNAL 1610 A, 320 FEET NORTHWEST OF
 FC0043'U.S. HIGHWAY 11, 9-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC0043'TRACK, AND DIRECTLY BEHIND AND ACROSS THE TRACK FROM THE LITTLETON
 FC0043'SERVICE STATION.  A STATE SURVEY STANDARD DISK, STAMPED 1456
 FC0043'AND SET IN THE TOP OF A CONCRETE POST.
 FC0043
 FC0043                          STATION RECOVERY (1968)
 FC0043
 FC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0042 ***********************************************************************
 FC0042  DESIGNATION -  1457
 FC0042  PID         -  FC0042
 FC0042  STATE/COUNTY-  TN/LOUDON
 FC0042  USGS QUAD   -  LOUDON (1984)
 FC0042
 FC0042                         *CURRENT SURVEY CONTROL
 FC0042  ___________________________________________________________________
 FC0042* NAD 83(1986)-  35 43 20.     (N)    084 21 23.     (W)     SCALED    
 FC0042* NAVD 88     -       256.069  (meters)     840.12   (feet)  ADJUSTED  
 FC0042  ___________________________________________________________________
 FC0042  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0042  DYNAMIC HT  -         255.824 (meters)     839.32  (feet)  COMP
 FC0042  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FC0042
 FC0042  VERT ORDER  -  FIRST     CLASS I
 FC0042
 FC0042.The horizontal coordinates were scaled from a topographic map and have
 FC0042.an estimated accuracy of +/- 6 seconds.
 FC0042
 FC0042.The orthometric height was determined by differential leveling
 FC0042.and adjusted by the National Geodetic Survey in June 1991..
 FC0042
 FC0042.The geoid height was determined by GEOID03.
 FC0042
 FC0042.The dynamic height is computed by dividing the NAVD 88
 FC0042.geopotential number by the normal gravity value computed on the
 FC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0042.degrees latitude (g = 980.6199 gals.).
 FC0042
 FC0042.The modeled gravity was interpolated from observed gravity values.
 FC0042
 FC0042;                    North         East    Units  Estimated Accuracy
 FC0042;SPC TN       -   155,340.      748,700.      MT  (+/- 180 meters Scaled)
 FC0042
 FC0042                          SUPERSEDED SURVEY CONTROL
 FC0042
 FC0042  NGVD 29 (??/??/92)  256.165  (m)          840.43   (f) ADJ UNCH    1 1
 FC0042
 FC0042.Superseded values are not recommended for survey control.
 FC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0042.See file dsdata.txt to determine how the superseded data were derived.
 FC0042
 FC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE391563(NAD 83)
 FC0042_MARKER: DD = SURVEY DISK
 FC0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0042_STAMPING: 1457
 FC0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0042+STABILITY: SURFACE MOTION
 FC0042
 FC0042  HISTORY     - Date     Condition        Report By
 FC0042  HISTORY     - UNK      MONUMENTED       TNGS
 FC0042  HISTORY     - 1968     GOOD             NGS
 FC0042
 FC0042                          STATION DESCRIPTION
 FC0042
 FC0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0042'1.7 MI SW FROM LOUDON.
 FC0042'ABOUT 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0042'COURTHOUSE AT LOUDON, THENCE 0.05 MILE NORTHWEST ALONG CITY
 FC0042'SPRINGS ROAD, THENCE 0.1 MILE SOUTHWEST ALONG THE SOUTHERN
 FC0042'RAILWAY, ALSO ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN
 FC0042'RAILWAY FROM THE STATION AT LOUDON, ABOUT 0.3 MILE SOUTHWEST OF
 FC0042'MILEPOST 161, ABOUT 12 3/4 RAILS SOUTHWEST OF THE CROSSING OF
 FC0042'CITY SPRINGS ROAD, ON THE OUTSIDE AND NEAR THE CENTER OF A LONG
 FC0042'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 130 FEET
 FC0042'NORTHWEST OF THE WEST CORNER OF A ONE STORY WHITE HOUSE WITH
 FC0042'A GREEN ROOF, 44 1/2 FEET SOUTHWEST OF THE THIRD TELEPHONE
 FC0042'POLE SOUTHWEST OF THE CROSSING, 18.3 FEET SOUTHEAST OF THE
 FC0042'SOUTHEAST RAIL, 2 1/2 FEET NORTHWEST OF A FENCE LINE, 1.3 FEET
 FC0042'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 FC0042'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 FC0042'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0038 ***********************************************************************
 FC0038  DESIGNATION -  1459
 FC0038  PID         -  FC0038
 FC0038  STATE/COUNTY-  TN/LOUDON
 FC0038  USGS QUAD   -  LOUDON (1984)
 FC0038
 FC0038                         *CURRENT SURVEY CONTROL
 FC0038  ___________________________________________________________________
 FC0038* NAD 83(1986)-  35 42 42.     (N)    084 21 48.     (W)     SCALED    
 FC0038* NAVD 88     -       263.728  (meters)     865.25   (feet)  ADJUSTED  
 FC0038  ___________________________________________________________________
 FC0038  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0038  DYNAMIC HT  -         263.475 (meters)     864.42  (feet)  COMP
 FC0038  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 FC0038
 FC0038  VERT ORDER  -  FIRST     CLASS I
 FC0038
 FC0038.The horizontal coordinates were scaled from a topographic map and have
 FC0038.an estimated accuracy of +/- 6 seconds.
 FC0038
 FC0038.The orthometric height was determined by differential leveling
 FC0038.and adjusted by the National Geodetic Survey in June 1991..
 FC0038
 FC0038.The geoid height was determined by GEOID03.
 FC0038
 FC0038.The dynamic height is computed by dividing the NAVD 88
 FC0038.geopotential number by the normal gravity value computed on the
 FC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0038.degrees latitude (g = 980.6199 gals.).
 FC0038
 FC0038.The modeled gravity was interpolated from observed gravity values.
 FC0038
 FC0038;                    North         East    Units  Estimated Accuracy
 FC0038;SPC TN       -   154,160.      748,090.      MT  (+/- 180 meters Scaled)
 FC0038
 FC0038                          SUPERSEDED SURVEY CONTROL
 FC0038
 FC0038  NGVD 29 (??/??/92)  263.820  (m)          865.55   (f) ADJ UNCH    1 1
 FC0038
 FC0038.Superseded values are not recommended for survey control.
 FC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0038.See file dsdata.txt to determine how the superseded data were derived.
 FC0038
 FC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE385551(NAD 83)
 FC0038_MARKER: DD = SURVEY DISK
 FC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0038_STAMPING: 1459
 FC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0038+STABILITY: SURFACE MOTION
 FC0038
 FC0038  HISTORY     - Date     Condition        Report By
 FC0038  HISTORY     - UNK      MONUMENTED       TNGS
 FC0038  HISTORY     - 1968     GOOD             NGS
 FC0038
 FC0038                          STATION DESCRIPTION
 FC0038
 FC0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0038'2.7 MI NE FROM PHILADELPHIA.
 FC0038'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0038'MOTEL AT PHILADELPHIA, ALSO ABOUT 2.5 MILES SOUTHWEST ALONG U.S.
 FC0038'HIGHWAY 11 FROM THE COURTHOUSE AT LOUDON, ON THE OUTSIDE AND
 FC0038'NEAR THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 FC0038'SOUTHWEST, NEAR THE TOP OF A 4-FOOT HIGH CUT, 59 1/2 FEET EAST
 FC0038'OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING SOUTHEAST OF A
 FC0038'ONE STORY FRAME HOUSE, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0038'HIGHWAY, 51 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE,
 FC0038'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 FC0038'OF A CONCRETE POST PROJECTING 14 INCHES ABOVE THE LEVEL OF THE
 FC0038'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0640 ***********************************************************************
 GB0640  DESIGNATION -  146
 GB0640  PID         -  GB0640
 GB0640  STATE/COUNTY-  TN/ANDERSON
 GB0640  USGS QUAD   -  NORRIS (1990)
 GB0640
 GB0640                         *CURRENT SURVEY CONTROL
 GB0640  ___________________________________________________________________
 GB0640* NAD 83(1986)-  36 12 09.     (N)    084 05 17.     (W)     SCALED    
 GB0640* NAVD 88     -       296.902  (meters)     974.09   (feet)  ADJUSTED  
 GB0640  ___________________________________________________________________
 GB0640  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GB0640  DYNAMIC HT  -         296.635 (meters)     973.21  (feet)  COMP
 GB0640  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 GB0640
 GB0640  VERT ORDER  -  SECOND    CLASS 0
 GB0640
 GB0640.The horizontal coordinates were scaled from a topographic map and have
 GB0640.an estimated accuracy of +/- 6 seconds.
 GB0640
 GB0640.The orthometric height was determined by differential leveling
 GB0640.and adjusted by the National Geodetic Survey in June 1991..
 GB0640
 GB0640.The geoid height was determined by GEOID03.
 GB0640
 GB0640.The dynamic height is computed by dividing the NAVD 88
 GB0640.geopotential number by the normal gravity value computed on the
 GB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0640.degrees latitude (g = 980.6199 gals.).
 GB0640
 GB0640.The modeled gravity was interpolated from observed gravity values.
 GB0640
 GB0640;                    North         East    Units  Estimated Accuracy
 GB0640;SPC TN       -   209,060.      771,930.      MT  (+/- 180 meters Scaled)
 GB0640
 GB0640                          SUPERSEDED SURVEY CONTROL
 GB0640
 GB0640  NGVD 29 (??/??/92)  297.041  (m)          974.54   (f) ADJ UNCH    2 0
 GB0640
 GB0640.Superseded values are not recommended for survey control.
 GB0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0640.See file dsdata.txt to determine how the superseded data were derived.
 GB0640
 GB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF618103(NAD 83)
 GB0640_MARKER: DD = SURVEY DISK
 GB0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0640_STAMPING: 146
 GB0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0640+STABILITY: SURFACE MOTION
 GB0640
 GB0640  HISTORY     - Date     Condition        Report By
 GB0640  HISTORY     - UNK      MONUMENTED       TNGS
 GB0640  HISTORY     - 1949     GOOD             NGS
 GB0640  HISTORY     - 1972     GOOD             TVA
 GB0640
 GB0640                          STATION DESCRIPTION
 GB0640
 GB0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0640'1.3 MI N FROM NORRIS.
 GB0640'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0640'NORRIS, ANDERSON COUNTY, THENCE 0.9 MILE NORTH ALONG T.V.A.
 GB0640'FREEWAY, 2.3 MILES SOUTH OF NORRIS DAM, AT THE TOP OF A HIGH
 GB0640'GRASSY KNOLL, AT A CURVE, 365 FEET WEST OF THE JUNCTION OF THE
 GB0640'COAL CREEK ROAD, 160 FEET FROM A WEATHER STATION, AND NEAR A
 GB0640'STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE SURVEY STANDARD
 GB0640'DISK, STAMPED 146 AND SET IN THE TOP OF A CONCRETE POST.
 GB0640
 GB0640                          STATION RECOVERY (1972)
 GB0640
 GB0640'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2821 ***********************************************************************
 FE2821  DESIGNATION -  146
 FE2821  PID         -  FE2821
 FE2821  STATE/COUNTY-  TN/SHELBY
 FE2821  USGS QUAD   -  GERMANTOWN (1997)
 FE2821
 FE2821                         *CURRENT SURVEY CONTROL
 FE2821  ___________________________________________________________________
 FE2821* NAD 83(1986)-  35 01 13.     (N)    089 49 03.     (W)     SCALED    
 FE2821* NAVD 88     -       106.345  (meters)     348.90   (feet)  ADJUSTED  
 FE2821  ___________________________________________________________________
 FE2821  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2821  DYNAMIC HT  -         106.246 (meters)     348.58  (feet)  COMP
 FE2821  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE2821
 FE2821  VERT ORDER  -  FIRST     CLASS II
 FE2821
 FE2821.The horizontal coordinates were scaled from a topographic map and have
 FE2821.an estimated accuracy of +/- 6 seconds.
 FE2821
 FE2821.The orthometric height was determined by differential leveling
 FE2821.and adjusted by the National Geodetic Survey in August 1995..
 FE2821
 FE2821.The geoid height was determined by GEOID03.
 FE2821
 FE2821.The dynamic height is computed by dividing the NAVD 88
 FE2821.geopotential number by the normal gravity value computed on the
 FE2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2821.degrees latitude (g = 980.6199 gals.).
 FE2821
 FE2821.The modeled gravity was interpolated from observed gravity values.
 FE2821
 FE2821;                    North         East    Units  Estimated Accuracy
 FE2821;SPC TN       -    83,010.      251,670.      MT  (+/- 180 meters Scaled)
 FE2821
 FE2821                          SUPERSEDED SURVEY CONTROL
 FE2821
 FE2821.No superseded survey control is available for this station.
 FE2821
 FE2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD429789(NAD 83)
 FE2821_MARKER: DD = SURVEY DISK
 FE2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2821_SP_SET: CONCRETE POST
 FE2821_STAMPING: 146
 FE2821_MARK LOGO: MLGW  
 FE2821_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2821+STABILITY: SURFACE MOTION
 FE2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2821+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2821
 FE2821  HISTORY     - Date     Condition        Report By
 FE2821  HISTORY     - UNK      MONUMENTED       MLGW
 FE2821  HISTORY     - 19920114 GOOD             NGS
 FE2821  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE2821
 FE2821                          STATION DESCRIPTION
 FE2821
 FE2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2821'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2821'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2821'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 14.0 KM (8.70 MI)
 FE2821'SOUTHWESTERLY ALONG COUNTY ROAD 175, 28.5 M (93.5 FT) EAST OF UTILITY
 FE2821'POLE NUMBER C4F1979, 18.3 M (60.0 FT) WEST OF THE CENTER OF HARVEST
 FE2821'KNOLL ROAD, 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF THE COUNTY
 FE2821'ROAD, 4.2 M (13.8 FT) NORTH OF A BRICK WALL, 0.5 M (1.6 FT) SOUTH OF
 FE2821'THE SOUTH CURB OF THE COUNTY ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 FE2821'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2821
 FE2821                          STATION RECOVERY (2002)
 FE2821
 FE2821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0036 ***********************************************************************
 FC0036  DESIGNATION -  1460
 FC0036  PID         -  FC0036
 FC0036  STATE/COUNTY-  TN/LOUDON
 FC0036  USGS QUAD   -  LOUDON (1984)
 FC0036
 FC0036                         *CURRENT SURVEY CONTROL
 FC0036  ___________________________________________________________________
 FC0036* NAD 83(1986)-  35 42 20.     (N)    084 22 17.     (W)     SCALED    
 FC0036* NAVD 88     -       273.814  (meters)     898.34   (feet)  ADJUSTED  
 FC0036  ___________________________________________________________________
 FC0036  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0036  DYNAMIC HT  -         273.552 (meters)     897.48  (feet)  COMP
 FC0036  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FC0036
 FC0036  VERT ORDER  -  FIRST     CLASS I
 FC0036
 FC0036.The horizontal coordinates were scaled from a topographic map and have
 FC0036.an estimated accuracy of +/- 6 seconds.
 FC0036
 FC0036.The orthometric height was determined by differential leveling
 FC0036.and adjusted by the National Geodetic Survey in June 1991..
 FC0036
 FC0036.The geoid height was determined by GEOID03.
 FC0036
 FC0036.The dynamic height is computed by dividing the NAVD 88
 FC0036.geopotential number by the normal gravity value computed on the
 FC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0036.degrees latitude (g = 980.6199 gals.).
 FC0036
 FC0036.The modeled gravity was interpolated from observed gravity values.
 FC0036
 FC0036;                    North         East    Units  Estimated Accuracy
 FC0036;SPC TN       -   153,470.      747,370.      MT  (+/- 180 meters Scaled)
 FC0036
 FC0036                          SUPERSEDED SURVEY CONTROL
 FC0036
 FC0036  NGVD 29 (??/??/92)  273.904  (m)          898.63   (f) ADJ UNCH    1 1
 FC0036
 FC0036.Superseded values are not recommended for survey control.
 FC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0036.See file dsdata.txt to determine how the superseded data were derived.
 FC0036
 FC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE378544(NAD 83)
 FC0036_MARKER: DD = SURVEY DISK
 FC0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0036_STAMPING: 1460
 FC0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0036+STABILITY: SURFACE MOTION
 FC0036
 FC0036  HISTORY     - Date     Condition        Report By
 FC0036  HISTORY     - UNK      MONUMENTED       TNGS
 FC0036  HISTORY     - 1968     GOOD             NGS
 FC0036
 FC0036                          STATION DESCRIPTION
 FC0036
 FC0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0036'2.1 MI NE FROM PHILADELPHIA.
 FC0036'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0036'MOTEL AT PHILADELPHIA, ABOUT 0.1 MILE NORTHEAST OF THE CENTER
 FC0036'OF THE CROSSING OF A POWER LINE, ABOUT 102 YARDS SOUTHWEST OF THE
 FC0036'CENTER OF THE INTERSECTION OF A GRAVELED ROAD, ON THE INSIDE
 FC0036'AND NEAR THE NORTHEAST END OF A SLIGHT CURVE, ON THE SLOPE
 FC0036'OF A 4-FOOT HIGH CUT BANK, 30 1/2 FEET SOUTHEAST OF THE CENTER LINE
 FC0036'OF THE HIGHWAY, 5 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET
 FC0036'NORTHWEST OF A FENCE LINE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 FC0036'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 FC0036'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK IS 3 METERS
 FC0036'LOWER THAN THE PUBLISHED ELEVATION.  THE POST PROBABLY WAS RESET
 FC0036'BY HIGHWAY CREW AFTER WORKING THE NEARBY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0023 ***********************************************************************
 FC0023  DESIGNATION -  1466
 FC0023  PID         -  FC0023
 FC0023  STATE/COUNTY-  TN/MONROE
 FC0023  USGS QUAD   -  PHILADELPHIA (1974)
 FC0023
 FC0023                         *CURRENT SURVEY CONTROL
 FC0023  ___________________________________________________________________
 FC0023* NAD 83(1986)-  35 38 45.     (N)    084 25 41.     (W)     SCALED    
 FC0023* NAVD 88     -       276.716  (meters)     907.86   (feet)  POSTED    
 FC0023  ___________________________________________________________________
 FC0023  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0023  DYNAMIC HT  -         276.450 (meters)     906.99  (feet)  COMP
 FC0023  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 FC0023
 FC0023  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FC0023
 FC0023.The horizontal coordinates were scaled from a topographic map and have
 FC0023.an estimated accuracy of +/- 6 seconds.
 FC0023
 FC0023.The orthometric height was determined by differential leveling
 FC0023.and adjusted by the National Geodetic Survey in 1992..
 FC0023.No vertical observational check was made to the station.
 FC0023.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FC0023.was located on a no-check spur therefore a value was not computed.
 FC0023
 FC0023.The geoid height was determined by GEOID03.
 FC0023
 FC0023.The dynamic height is computed by dividing the NAVD 88
 FC0023.geopotential number by the normal gravity value computed on the
 FC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0023.degrees latitude (g = 980.6199 gals.).
 FC0023
 FC0023.The modeled gravity was interpolated from observed gravity values.
 FC0023
 FC0023;                    North         East    Units  Estimated Accuracy
 FC0023;SPC TN       -   146,760.      742,350.      MT  (+/- 180 meters Scaled)
 FC0023
 FC0023                          SUPERSEDED SURVEY CONTROL
 FC0023
 FC0023  NGVD 29 (??/??/92)  276.819  (m)          908.20   (f) ADJ UNCH    1 2
 FC0023
 FC0023.Superseded values are not recommended for survey control.
 FC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0023.See file dsdata.txt to determine how the superseded data were derived.
 FC0023
 FC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE328477(NAD 83)
 FC0023_MARKER: DD = SURVEY DISK
 FC0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0023_STAMPING: 1466
 FC0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0023+STABILITY: SURFACE MOTION
 FC0023
 FC0023  HISTORY     - Date     Condition        Report By
 FC0023  HISTORY     - UNK      MONUMENTED       TNGS
 FC0023  HISTORY     - 1949     GOOD             NGS
 FC0023  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0023
 FC0023                          STATION DESCRIPTION
 FC0023
 FC0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0023'2.5 MI SW FROM PHILADELPHIA.
 FC0023'IN MONROE COUNTY, 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0023'FROM THE STATION AT PHILADELPHIA, LOUDON COUNTY, 1,824 FEET
 FC0023'SOUTHWEST OF SIGNAL 1679 A, 100 YARDS SOUTHWEST OF MILEPOST
 FC0023'168, 130 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK AT A
 FC0023'POINT OPPOSITE A CEMETERY, ON U.S. HIGHWAY 11, AT A
 FC0023'POWER-TRANSMISSION LINE CROSSING, 29 FEET NORTHWEST OF THE CENTERLINE
 FC0023'OF THE HIGHWAY, 20 FEET HIGHER THAN THE TRACK, AND ABOUT 1 FOOT
 FC0023'HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0023'1466 AND SET IN THE TOP OF A CONCRETE POST.
 FC0023
 FC0023                          STATION RECOVERY (1968)
 FC0023
 FC0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0046 ***********************************************************************
 EE0046  DESIGNATION -  1467.00
 EE0046  PID         -  EE0046
 EE0046  STATE/COUNTY-  TN/POLK
 EE0046  USGS QUAD   -  EPWORTH (1988)
 EE0046
 EE0046                         *CURRENT SURVEY CONTROL
 EE0046  ___________________________________________________________________
 EE0046* NAD 83(1986)-  34 59 39.     (N)    084 23 10.     (W)     SCALED    
 EE0046* NAVD 88     -       446.961  (meters)    1466.40   (feet)  ADJUSTED  
 EE0046  ___________________________________________________________________
 EE0046  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE0046  DYNAMIC HT  -         446.505 (meters)    1464.91  (feet)  COMP
 EE0046  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 EE0046
 EE0046  VERT ORDER  -  SECOND    CLASS 0
 EE0046
 EE0046.The horizontal coordinates were scaled from a topographic map and have
 EE0046.an estimated accuracy of +/- 6 seconds.
 EE0046
 EE0046.The orthometric height was determined by differential leveling
 EE0046.and adjusted by the National Geodetic Survey in June 1991..
 EE0046
 EE0046.The geoid height was determined by GEOID03.
 EE0046
 EE0046.The dynamic height is computed by dividing the NAVD 88
 EE0046.geopotential number by the normal gravity value computed on the
 EE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0046.degrees latitude (g = 980.6199 gals.).
 EE0046
 EE0046.The modeled gravity was interpolated from observed gravity values.
 EE0046
 EE0046;                    North         East    Units  Estimated Accuracy
 EE0046;SPC TN       -    74,540.      747,340.      MT  (+/- 180 meters Scaled)
 EE0046
 EE0046                          SUPERSEDED SURVEY CONTROL
 EE0046
 EE0046  NGVD 29 (??/??/92)  446.991  (m)         1466.50   (f) ADJ UNCH    2 0
 EE0046
 EE0046.Superseded values are not recommended for survey control.
 EE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0046.See file dsdata.txt to determine how the superseded data were derived.
 EE0046
 EE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD385755(NAD 83)
 EE0046_MARKER: DD = SURVEY DISK
 EE0046_SETTING: 66 = SET IN ROCK OUTCROP
 EE0046_SP_SET: ROCKLEDGE
 EE0046_STAMPING: 1467.00
 EE0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0046+STABILITY: POSITION/ELEVATION WELL
 EE0046
 EE0046  HISTORY     - Date     Condition        Report By
 EE0046  HISTORY     - UNK      MONUMENTED       USGS
 EE0046  HISTORY     - 1951     GOOD             NGS
 EE0046
 EE0046                          STATION DESCRIPTION
 EE0046
 EE0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EE0046'0.8 MI NW FROM COPPERHILL.
 EE0046'0.8 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0046'FROM COPPERHILL, POLK COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 EE0046'L 381, 0.2 MILE SOUTH OF THE TENNESSEE COPPER CO. PLANT, 250 FEET
 EE0046'WEST OF MOTOR CAR SHED, ABOUT 150 FEET NORTHEAST OF FIRST SWITCH
 EE0046'WEST END OF YARD, 15 FEET NORTH OF NORTH RAIL OF MAIN TRACK, IN
 EE0046'THE TOP OF A ROCK LEDGE, AND 2 FEET HIGHER THAN THE RAIL.  A
 EE0046'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1467.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2651 ***********************************************************************
 AJ2651  DESIGNATION -  147
 AJ2651  PID         -  AJ2651
 AJ2651  STATE/COUNTY-  TN/SHELBY
 AJ2651  USGS QUAD   -  GERMANTOWN (1997)
 AJ2651
 AJ2651                         *CURRENT SURVEY CONTROL
 AJ2651  ___________________________________________________________________
 AJ2651* NAD 83(1995)-  35 01 12.88682(N)    089 51 09.91368(W)     ADJUSTED  
 AJ2651* NAVD 88     -       112.46   (meters)     369.0    (feet)  LEVELING  
 AJ2651  ___________________________________________________________________
 AJ2651  X           -      13,438.688 (meters)                     COMP
 AJ2651  Y           -  -5,229,190.514 (meters)                     COMP
 AJ2651  Z           -   3,639,755.388 (meters)                     COMP
 AJ2651  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AJ2651  ELLIP HEIGHT-          84.99  (meters)          (04/26/01) GPS OBS
 AJ2651  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ2651
 AJ2651  HORZ ORDER  -  FIRST
 AJ2651  VERT ORDER  -  THIRD ?
 AJ2651  ELLP ORDER  -  FOURTH    CLASS I
 AJ2651
 AJ2651.The horizontal coordinates were established by GPS observations
 AJ2651.and adjusted by the National Geodetic Survey in April 2001..
 AJ2651
 AJ2651.The orthometric height was determined by differential leveling.
 AJ2651.The vertical network tie was performed by a horz. field party for horz.
 AJ2651.obs reductions. Reset procedures were used to establish the elevation.
 AJ2651
 AJ2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2651
 AJ2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2651
 AJ2651.The ellipsoidal height was determined by GPS observations
 AJ2651.and is referenced to NAD 83.
 AJ2651
 AJ2651.The geoid height was determined by GEOID03.
 AJ2651
 AJ2651;                    North         East     Units Scale Factor Converg.
 AJ2651;SPC TN       -    83,135.000   248,449.581   MT  1.00004849   -2 15 20.0
 AJ2651;SPC TN       -   272,752.08    815,121.67   sFT  1.00004849   -2 15 20.0
 AJ2651;UTM  16      - 3,879,008.747   239,708.623   MT  1.00043509   -1 38 16.9
 AJ2651
 AJ2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2651!SPC TN       -   0.99998666  x   1.00004849  =   1.00003515
 AJ2651!UTM  16      -   0.99998666  x   1.00043509  =   1.00042174
 AJ2651
 AJ2651                          SUPERSEDED SURVEY CONTROL
 AJ2651
 AJ2651.No superseded survey control is available for this station.
 AJ2651
 AJ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3970979009(NAD 83)
 AJ2651_MARKER: DD = SURVEY DISK
 AJ2651_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2651+WITH SETTING: INFORMATION.
 AJ2651_STAMPING: 147
 AJ2651_MARK LOGO: MLGW  
 AJ2651_PROJECTION: FLUSH
 AJ2651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2651+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2651_ROD/PIPE-DEPTH:  0.8 meters
 AJ2651
 AJ2651  HISTORY     - Date     Condition        Report By
 AJ2651  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2651
 AJ2651                          STATION DESCRIPTION
 AJ2651
 AJ2651'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2651'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN THE HICKORY HILL
 AJ2651'COMMUNITY.
 AJ2651'TO REACH THE STATION FROM THE INTERSECTION OF HICKORY HILL ROAD AND
 AJ2651'SHELBY DRIVE, PROCEED EAST ON SHELBY DRIVE APPROXIMATELY 0.40 MILE
 AJ2651'(0.64 KM) TO SOUTHRIDGE BLVD.  THE STATION IS ON THE RIGHT.
 AJ2651'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2651'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2651'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER
 AJ2651'OF SHELBY DRIVE AND SOUTHRIDGE BLVD., 237.00 FEET (72.24 M) EAST OF
 AJ2651'THE CENTERLINE PROJECTION OF SANDY PARK DRIVE, 87.00 FEET (26.52 M)
 AJ2651'WEST OF THE CENTERLINE OF SOUTHRIDGE BLVD., 3.40 FEET (1.04 M) WEST OF
 AJ2651'A CURB INLET, 1.90 FEET (0.58 M) SOUTH OF THE SOUTH CURBLINE OF SHELBY
 AJ2651'DRIVE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0752 ***********************************************************************
 GA0752  DESIGNATION -  1470
 GA0752  PID         -  GA0752
 GA0752  STATE/COUNTY-  TN/GREENE
 GA0752  USGS QUAD   -  CHUCKEY (1971)
 GA0752
 GA0752                         *CURRENT SURVEY CONTROL
 GA0752  ___________________________________________________________________
 GA0752* NAD 83(1986)-  36 11 37.     (N)    082 44 15.     (W)     SCALED    
 GA0752* NAVD 88     -       447.565  (meters)    1468.39   (feet)  ADJUSTED  
 GA0752  ___________________________________________________________________
 GA0752  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0752  DYNAMIC HT  -         447.139 (meters)    1466.99  (feet)  COMP
 GA0752  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 GA0752
 GA0752  VERT ORDER  -  SECOND    CLASS 0
 GA0752
 GA0752.The horizontal coordinates were scaled from a topographic map and have
 GA0752.an estimated accuracy of +/- 6 seconds.
 GA0752
 GA0752.The orthometric height was determined by differential leveling
 GA0752.and adjusted by the National Geodetic Survey in June 1991..
 GA0752
 GA0752.The geoid height was determined by GEOID03.
 GA0752
 GA0752.The dynamic height is computed by dividing the NAVD 88
 GA0752.geopotential number by the normal gravity value computed on the
 GA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0752.degrees latitude (g = 980.6199 gals.).
 GA0752
 GA0752.The modeled gravity was interpolated from observed gravity values.
 GA0752
 GA0752;                    North         East    Units  Estimated Accuracy
 GA0752;SPC TN       -   211,290.      893,380.      MT  (+/- 180 meters Scaled)
 GA0752
 GA0752                          SUPERSEDED SURVEY CONTROL
 GA0752
 GA0752  NGVD 29 (??/??/92)  447.695  (m)         1468.81   (f) ADJ UNCH    2 0
 GA0752
 GA0752.Superseded values are not recommended for survey control.
 GA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0752.See file dsdata.txt to determine how the superseded data were derived.
 GA0752
 GA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA437068(NAD 83)
 GA0752_MARKER: DD = SURVEY DISK
 GA0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0752_SP_SET: BUILDING
 GA0752_STAMPING: 1470
 GA0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0752
 GA0752  HISTORY     - Date     Condition        Report By
 GA0752  HISTORY     - UNK      MONUMENTED       USGS
 GA0752  HISTORY     - 1934     GOOD             NGS
 GA0752  HISTORY     - 1955     POOR             TVA
 GA0752
 GA0752                          STATION DESCRIPTION
 GA0752
 GA0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0752'6.1 MI E FROM GREENEVILLE.
 GA0752'6.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM GREENEVILLE, GREENE
 GA0752'COUNTY, AT AFTON, IN THE BRICK FOUNDATION OF THE POST OFFICE,
 GA0752'1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 4
 GA0752'FEET ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GA0752'STAMPED 1470 AND SET VERTICALLY.  NOTE-- ONLY THE SHANK OF CAP
 GA0752'IS IMBEDDED IN BRICK FOUNDATION AND THERE IS SIGN OF REPAIRS ON
 GA0752'FOUNDATION.  CAP SHOULD BE RESET AND LEVELED THROUGH AGAIN
 GA0752'BEFORE BEING USED.  NO POST SET.
 GA0752
 GA0752                          STATION RECOVERY (1955)
 GA0752
 GA0752'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0752'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0013 ***********************************************************************
 FC0013  DESIGNATION -  1471
 FC0013  PID         -  FC0013
 FC0013  STATE/COUNTY-  TN/MONROE
 FC0013  USGS QUAD   -  SWEETWATER (1989)
 FC0013
 FC0013                         *CURRENT SURVEY CONTROL
 FC0013  ___________________________________________________________________
 FC0013* NAD 83(1986)-  35 36 22.     (N)    084 27 29.     (W)     SCALED    
 FC0013* NAVD 88     -       279.658  (meters)     917.51   (feet)  ADJUSTED  
 FC0013  ___________________________________________________________________
 FC0013  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0013  DYNAMIC HT  -         279.387 (meters)     916.62  (feet)  COMP
 FC0013  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 FC0013
 FC0013  VERT ORDER  -  FIRST     CLASS I
 FC0013
 FC0013.The horizontal coordinates were scaled from a topographic map and have
 FC0013.an estimated accuracy of +/- 6 seconds.
 FC0013
 FC0013.The orthometric height was determined by differential leveling
 FC0013.and adjusted by the National Geodetic Survey in June 1991..
 FC0013
 FC0013.The geoid height was determined by GEOID03.
 FC0013
 FC0013.The dynamic height is computed by dividing the NAVD 88
 FC0013.geopotential number by the normal gravity value computed on the
 FC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0013.degrees latitude (g = 980.6199 gals.).
 FC0013
 FC0013.The modeled gravity was interpolated from observed gravity values.
 FC0013
 FC0013;                    North         East    Units  Estimated Accuracy
 FC0013;SPC TN       -   142,310.      739,700.      MT  (+/- 180 meters Scaled)
 FC0013
 FC0013                          SUPERSEDED SURVEY CONTROL
 FC0013
 FC0013  NGVD 29 (??/??/92)  279.733  (m)          917.76   (f) ADJ UNCH    1 1
 FC0013
 FC0013.Superseded values are not recommended for survey control.
 FC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0013.See file dsdata.txt to determine how the superseded data were derived.
 FC0013
 FC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE302432(NAD 83)
 FC0013_MARKER: DD = SURVEY DISK
 FC0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0013_STAMPING: 1471
 FC0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0013+STABILITY: SURFACE MOTION
 FC0013
 FC0013  HISTORY     - Date     Condition        Report By
 FC0013  HISTORY     - UNK      MONUMENTED       TNGS
 FC0013  HISTORY     - 1968     GOOD             NGS
 FC0013
 FC0013                          STATION DESCRIPTION
 FC0013
 FC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0013'AT SWEETWATER.
 FC0013'AT SWEETWATER, ABOUT 0.5 MILE NORTHEAST ALONG THE SOUTHERN
 FC0013'RAILWAY FROM THE STATION, ABOUT 160 YARDS NORTH OF THE APPROXIMATE
 FC0013'CENTER OF A BRIDGE OVER SWEETWATER CREEK, ON TOP OF AN 8-FOOT
 FC0013'HIGH BANK, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 FC0013'NORTH AND SOUTHWEST, 99 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FC0013'OF A CHAIN LINK FENCE AROUND A LARGE METAL BUILDING, 23.4 FEET
 FC0013'EAST OF THE EAST RAIL, 5 1/2 FEET NORTH OF A TELEGRAPH POLE,
 FC0013'ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 FC0013'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0012 ***********************************************************************
 FC0012  DESIGNATION -  1472
 FC0012  PID         -  FC0012
 FC0012  STATE/COUNTY-  TN/MONROE
 FC0012  USGS QUAD   -  SWEETWATER (1989)
 FC0012
 FC0012                         *CURRENT SURVEY CONTROL
 FC0012  ___________________________________________________________________
 FC0012* NAD 83(1986)-  35 36 06.     (N)    084 27 36.     (W)     SCALED    
 FC0012* NAVD 88     -       276.812  (meters)     908.17   (feet)  ADJUSTED  
 FC0012  ___________________________________________________________________
 FC0012  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0012  DYNAMIC HT  -         276.544 (meters)     907.29  (feet)  COMP
 FC0012  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 FC0012
 FC0012  VERT ORDER  -  FIRST     CLASS I
 FC0012
 FC0012.The horizontal coordinates were scaled from a topographic map and have
 FC0012.an estimated accuracy of +/- 6 seconds.
 FC0012
 FC0012.The orthometric height was determined by differential leveling
 FC0012.and adjusted by the National Geodetic Survey in June 1991..
 FC0012
 FC0012.The geoid height was determined by GEOID03.
 FC0012
 FC0012.The dynamic height is computed by dividing the NAVD 88
 FC0012.geopotential number by the normal gravity value computed on the
 FC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0012.degrees latitude (g = 980.6199 gals.).
 FC0012
 FC0012.The modeled gravity was interpolated from observed gravity values.
 FC0012
 FC0012;                    North         East    Units  Estimated Accuracy
 FC0012;SPC TN       -   141,820.      739,540.      MT  (+/- 180 meters Scaled)
 FC0012
 FC0012                          SUPERSEDED SURVEY CONTROL
 FC0012
 FC0012  NGVD 29 (??/??/92)  276.886  (m)          908.42   (f) ADJ UNCH    1 1
 FC0012
 FC0012.Superseded values are not recommended for survey control.
 FC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0012.See file dsdata.txt to determine how the superseded data were derived.
 FC0012
 FC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE300427(NAD 83)
 FC0012_MARKER: DD = SURVEY DISK
 FC0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0012_STAMPING: 1472
 FC0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0012+STABILITY: SURFACE MOTION
 FC0012
 FC0012  HISTORY     - Date     Condition        Report By
 FC0012  HISTORY     - UNK      MONUMENTED       TNGS
 FC0012  HISTORY     - 1968     GOOD             NGS
 FC0012
 FC0012                          STATION DESCRIPTION
 FC0012
 FC0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0012'AT SWEETWATER.
 FC0012'AT SWEETWATER, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN
 FC0012'RAILWAY FROM THE STATION, ABOUT 0.15 MILE NORTHEAST OF MILEPOST
 FC0012'172, ABOUT 10 RAILS NORTHEAST OF THE CROSSING OF NORTH STREET,
 FC0012'65.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 27.2
 FC0012'FEET SOUTHEAST OF THE SOUTH CORNER OF A 3-FOOT HIGH CONCRETE WALL
 FC0012'THAT IS ALONG THE NORTHWEST SIDE OF THE STORAGE FLOOR OF THE ALBERT
 FC0012'WOOD CONCRETE COMPANY, 2.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 FC0012'OF THE CONCRETE FLOOR OF THE STORAGE AREA, 1.2 FEET NORTHWEST
 FC0012'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 FC0012'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FC0012'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0870 ***********************************************************************
 FC0870  DESIGNATION -  1474
 FC0870  PID         -  FC0870
 FC0870  STATE/COUNTY-  TN/MCMINN
 FC0870  USGS QUAD   -  NIOTA (1990)
 FC0870
 FC0870                         *CURRENT SURVEY CONTROL
 FC0870  ___________________________________________________________________
 FC0870* NAD 83(1986)-  35 32 41.     (N)    084 31 08.     (W)     SCALED    
 FC0870* NAVD 88     -       296.431  (meters)     972.54   (feet)  ADJUSTED  
 FC0870  ___________________________________________________________________
 FC0870  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0870  DYNAMIC HT  -         296.142 (meters)     971.59  (feet)  COMP
 FC0870  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FC0870
 FC0870  VERT ORDER  -  FIRST     CLASS II
 FC0870
 FC0870.The horizontal coordinates were scaled from a topographic map and have
 FC0870.an estimated accuracy of +/- 6 seconds.
 FC0870
 FC0870.The orthometric height was determined by differential leveling
 FC0870.and adjusted by the National Geodetic Survey in June 1991..
 FC0870
 FC0870.The geoid height was determined by GEOID03.
 FC0870
 FC0870.The dynamic height is computed by dividing the NAVD 88
 FC0870.geopotential number by the normal gravity value computed on the
 FC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0870.degrees latitude (g = 980.6199 gals.).
 FC0870
 FC0870.The modeled gravity was interpolated from observed gravity values.
 FC0870
 FC0870;                    North         East    Units  Estimated Accuracy
 FC0870;SPC TN       -   135,420.      734,300.      MT  (+/- 180 meters Scaled)
 FC0870
 FC0870                          SUPERSEDED SURVEY CONTROL
 FC0870
 FC0870  NGVD 29 (??/??/92)  296.494  (m)          972.75   (f) ADJ UNCH    1 2
 FC0870
 FC0870.Superseded values are not recommended for survey control.
 FC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0870.See file dsdata.txt to determine how the superseded data were derived.
 FC0870
 FC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE249362(NAD 83)
 FC0870_MARKER: DD = SURVEY DISK
 FC0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0870_STAMPING: 1474
 FC0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0870+STABILITY: SURFACE MOTION
 FC0870
 FC0870  HISTORY     - Date     Condition        Report By
 FC0870  HISTORY     - UNK      MONUMENTED       TNGS
 FC0870  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0870  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0870
 FC0870                          STATION DESCRIPTION
 FC0870
 FC0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0870'2.6 MI NE FROM NIOTA.
 FC0870'2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THAT STATION
 FC0870'AT NIOTA, MC MINN COUNTY, ON U.S. HIGHWAY 11, 460 FEET SOUTHWEST
 FC0870'OF RAILROAD SIGNAL 1768 A, 150 FEET WEST OF THE CENTERLINE OF THE
 FC0870'TRACK, 48 YARDS NORTHWEST OF A CONSPICUOUS 36-INCH OAK TREE,
 FC0870'26 YARDS WEST OF A 666 SIGN AND A RIGHT-OF-WAY MARKER, OPPOSITE
 FC0870'POLE 1348, AND 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0870'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1474 AND SET IN
 FC0870'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC0870
 FC0870                          STATION RECOVERY (1968)
 FC0870
 FC0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0499 ***********************************************************************
 GA0499  DESIGNATION -  1480
 GA0499  PID         -  GA0499
 GA0499  STATE/COUNTY-  TN/SULLIVAN
 GA0499  USGS QUAD   -  KEENBURG (1960)
 GA0499
 GA0499                         *CURRENT SURVEY CONTROL
 GA0499  ___________________________________________________________________
 GA0499* NAD 83(1986)-  36 28 47.     (N)    082 11 19.     (W)     SCALED    
 GA0499* NAVD 88     -       450.890  (meters)    1479.29   (feet)  ADJUSTED  
 GA0499  ___________________________________________________________________
 GA0499  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0499  DYNAMIC HT  -         450.474 (meters)    1477.93  (feet)  COMP
 GA0499  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA0499
 GA0499  VERT ORDER  -  SECOND    CLASS 0
 GA0499
 GA0499.The horizontal coordinates were scaled from a topographic map and have
 GA0499.an estimated accuracy of +/- 6 seconds.
 GA0499
 GA0499.The orthometric height was determined by differential leveling
 GA0499.and adjusted by the National Geodetic Survey in June 1991..
 GA0499
 GA0499.The geoid height was determined by GEOID03.
 GA0499
 GA0499.The dynamic height is computed by dividing the NAVD 88
 GA0499.geopotential number by the normal gravity value computed on the
 GA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0499.degrees latitude (g = 980.6199 gals.).
 GA0499
 GA0499.The modeled gravity was interpolated from observed gravity values.
 GA0499
 GA0499;                    North         East    Units  Estimated Accuracy
 GA0499;SPC TN       -   244,800.      941,470.      MT  (+/- 180 meters Scaled)
 GA0499
 GA0499                          SUPERSEDED SURVEY CONTROL
 GA0499
 GA0499  NGVD 29 (??/??/92)  451.028  (m)         1479.75   (f) ADJ UNCH    2 0
 GA0499
 GA0499.Superseded values are not recommended for survey control.
 GA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0499.See file dsdata.txt to determine how the superseded data were derived.
 GA0499
 GA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA935378(NAD 83)
 GA0499_MARKER: DD = SURVEY DISK
 GA0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0499_SP_SET: LEDGE
 GA0499_STAMPING: 1480 ASH
 GA0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0499
 GA0499  HISTORY     - Date     Condition        Report By
 GA0499  HISTORY     - UNK      MONUMENTED       USGS
 GA0499  HISTORY     - 1960     POOR             TVA
 GA0499
 GA0499                          STATION DESCRIPTION
 GA0499
 GA0499'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0499'AT CEDAR GROVE.
 GA0499'AT CEDAR GROVE, SULLIVAN COUNTY, 95 YARDS WEST OF THE CROSSROADS,
 GA0499'AT THE ED MILLER RESIDENCE, 10 YARDS NORTHEAST OF THE NORTHEAST
 GA0499'CORNER OF THE HOUSE, 7 YARDS NORTH OF THE CENTERLINE OF A WALK
 GA0499'LEADING TO THE FRONT DOOR, 7 YARDS WEST OF THE CENTERLINE
 GA0499'OF THE ROAD, IN THE TOP OF A LEDGE AND 3 FEET HIGHER THAN THE
 GA0499'WALK, 83 FEET NORTH OF NORTHWEST CORNER OF BRIDGE OVER OPPOSSUM
 GA0499'CREEK, 15 FEET WEST OF CENTERLINE OF BLACKTOP ROAD NORTH, AND 4
 GA0499'FEET BELOW ROAD SURFACE.  A UNITED STATES GEOLOGICAL SURVEY
 GA0499'STANDARD DISK, STAMPED 1480 ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0529 ***********************************************************************
 FC0529  DESIGNATION -  1481
 FC0529  PID         -  FC0529
 FC0529  STATE/COUNTY-  TN/MCMINN
 FC0529  USGS QUAD   -  ATHENS (1990)
 FC0529
 FC0529                         *CURRENT SURVEY CONTROL
 FC0529  ___________________________________________________________________
 FC0529* NAD 83(1986)-  35 29 49.     (N)    084 34 08.     (W)     SCALED    
 FC0529* NAVD 88     -       283.331  (meters)     929.56   (feet)  ADJUSTED  
 FC0529  ___________________________________________________________________
 FC0529  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0529  DYNAMIC HT  -         283.054 (meters)     928.65  (feet)  COMP
 FC0529  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 FC0529
 FC0529  VERT ORDER  -  FIRST     CLASS I
 FC0529
 FC0529.The horizontal coordinates were scaled from a topographic map and have
 FC0529.an estimated accuracy of +/- 6 seconds.
 FC0529
 FC0529.The orthometric height was determined by differential leveling
 FC0529.and adjusted by the National Geodetic Survey in June 1991..
 FC0529
 FC0529.The geoid height was determined by GEOID03.
 FC0529
 FC0529.The dynamic height is computed by dividing the NAVD 88
 FC0529.geopotential number by the normal gravity value computed on the
 FC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0529.degrees latitude (g = 980.6199 gals.).
 FC0529
 FC0529.The modeled gravity was interpolated from observed gravity values.
 FC0529
 FC0529;                    North         East    Units  Estimated Accuracy
 FC0529;SPC TN       -   130,050.      729,840.      MT  (+/- 180 meters Scaled)
 FC0529
 FC0529                          SUPERSEDED SURVEY CONTROL
 FC0529
 FC0529  NGVD 29 (??/??/92)  283.389  (m)          929.75   (f) ADJ UNCH    1 1
 FC0529
 FC0529.Superseded values are not recommended for survey control.
 FC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0529.See file dsdata.txt to determine how the superseded data were derived.
 FC0529
 FC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE205308(NAD 83)
 FC0529_MARKER: DS = TRIANGULATION STATION DISK
 FC0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0529_STAMPING: 1481
 FC0529_MARK LOGO: TNGS  
 FC0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0529+STABILITY: SURFACE MOTION
 FC0529
 FC0529  HISTORY     - Date     Condition        Report By
 FC0529  HISTORY     - UNK      MONUMENTED       TNGS
 FC0529  HISTORY     - 1968     GOOD             NGS
 FC0529
 FC0529                          STATION DESCRIPTION
 FC0529
 FC0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0529'1.7 MI SW FROM NIOTA.
 FC0529'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0529'CORNER OF A LARGE CEMETERY AT NIOTA, ALSO ABOUT 4.45 MILES
 FC0529'NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE INTERSECTION OF STATE
 FC0529'HIGHWAY 30 AT ATHENS, ABOUT 0.55 MILE NORTHEAST OF THE JUNCTION OF
 FC0529'BUSINESS ROUTE U.S. HIGHWAY 11, ON THE OUTSIDE OF A LONG CURVE
 FC0529'WITH TANGENTS NORTH AND SOUTHWEST, ON THE TOP OF A 5-FOOT CUT, 30
 FC0529'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET
 FC0529'SOUTH OF TELEPHONE CABLE POLE 1511, 1.1 FEET NORTHWEST OF A
 FC0529'FENCE LINE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 FC0529'5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FC0529'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2652 ***********************************************************************
 AJ2652  DESIGNATION -  149
 AJ2652  PID         -  AJ2652
 AJ2652  STATE/COUNTY-  TN/SHELBY
 AJ2652  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2652
 AJ2652                         *CURRENT SURVEY CONTROL
 AJ2652  ___________________________________________________________________
 AJ2652* NAD 83(1995)-  35 01 14.68380(N)    089 55 28.55589(W)     ADJUSTED  
 AJ2652* NAVD 88     -       101.31   (meters)     332.4    (feet)  LEVELING  
 AJ2652  ___________________________________________________________________
 AJ2652  X           -       6,881.572 (meters)                     COMP
 AJ2652  Y           -  -5,229,162.368 (meters)                     COMP
 AJ2652  Z           -   3,639,794.358 (meters)                     COMP
 AJ2652  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ2652  ELLIP HEIGHT-          73.87  (meters)          (04/26/01) GPS OBS
 AJ2652  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2652
 AJ2652  HORZ ORDER  -  FIRST
 AJ2652  VERT ORDER  -  THIRD ?
 AJ2652  ELLP ORDER  -  FOURTH    CLASS I
 AJ2652
 AJ2652.The horizontal coordinates were established by GPS observations
 AJ2652.and adjusted by the National Geodetic Survey in April 2001..
 AJ2652
 AJ2652.The orthometric height was determined by differential leveling.
 AJ2652.The vertical network tie was performed by a horz. field party for horz.
 AJ2652.obs reductions. Reset procedures were used to establish the elevation.
 AJ2652
 AJ2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2652
 AJ2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2652
 AJ2652.The ellipsoidal height was determined by GPS observations
 AJ2652.and is referenced to NAD 83.
 AJ2652
 AJ2652.The geoid height was determined by GEOID03.
 AJ2652
 AJ2652;                    North         East     Units Scale Factor Converg.
 AJ2652;SPC TN       -    83,450.815   241,899.671   MT  1.00004836   -2 17 51.4
 AJ2652;SPC TN       -   273,788.22    793,632.50   sFT  1.00004836   -2 17 51.4
 AJ2652;UTM  16      - 3,879,254.006   233,153.015   MT  1.00047769   -1 40 45.6
 AJ2652;UTM  15      - 3,879,667.967   780,610.957   MT  1.00057058   +1 45 57.8
 AJ2652
 AJ2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2652!SPC TN       -   0.99998841  x   1.00004836  =   1.00003676
 AJ2652!UTM  16      -   0.99998841  x   1.00047769  =   1.00046609
 AJ2652!UTM  15      -   0.99998841  x   1.00057058  =   1.00055898
 AJ2652
 AJ2652                          SUPERSEDED SURVEY CONTROL
 AJ2652
 AJ2652.No superseded survey control is available for this station.
 AJ2652
 AJ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3315379254(NAD 83)
 AJ2652_MARKER: DD = SURVEY DISK
 AJ2652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2652+WITH SETTING: INFORMATION.
 AJ2652_STAMPING: 149
 AJ2652_MARK LOGO: MLGW  
 AJ2652_PROJECTION: FLUSH
 AJ2652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2652+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2652_ROD/PIPE-DEPTH:  0.8 meters
 AJ2652
 AJ2652  HISTORY     - Date     Condition        Report By
 AJ2652  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2652
 AJ2652                          STATION DESCRIPTION
 AJ2652
 AJ2652'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2652'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPORXOMATELY 1.00
 AJ2652'MILE (1.61 KM) WEST OF THE CAPLEVILLE COMMUNITY.
 AJ2652'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND GETWELL
 AJ2652'ROAD, PROCEED EAST ON SHELBY DRIVE APPROXIMATELY 0.50 MILES (0.80 KM)
 AJ2652'TO DAMASCUS ROAD.  THE STATION IS ON THE LEFT.
 AJ2652'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2652'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2652'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2652'OF SHELBY DRIVE AND DAMASCUS ROAD AT THE BACK OF THE CURB ON SHELBY
 AJ2652'DRIVE, 62.00 FEET (18.90 M) WEST OF A WOOD POWER POLE NO. 43948, 60.00
 AJ2652'FEET (18.29 M) EAST OF THE CENTERLINE OF DAMASCUS ROAD, 16.60 FEET
 AJ2652'(5.06 M) WEST OF A WOOD POWER POLE NO.  96588, 5.50 FEET (1.68 M) WEST
 AJ2652'OF THE WEST END OF A 6-72 CURB INLET.  THE CAP AND CONCRETE ARE SET
 AJ2652'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2563 ***********************************************************************
 AJ2563  DESIGNATION -  15
 AJ2563  PID         -  AJ2563
 AJ2563  STATE/COUNTY-  TN/SHELBY
 AJ2563  USGS QUAD   -  BRUNSWICK (1993)
 AJ2563
 AJ2563                         *CURRENT SURVEY CONTROL
 AJ2563  ___________________________________________________________________
 AJ2563* NAD 83(1995)-  35 21 40.66018(N)    089 45 42.58134(W)     ADJUSTED  
 AJ2563* NAVD 88     -        98.4    (meters)     323.     (feet)  GPS OBS   
 AJ2563  ___________________________________________________________________
 AJ2563  X           -      21,646.451 (meters)                     COMP
 AJ2563  Y           -  -5,207,345.615 (meters)                     COMP
 AJ2563  Z           -   3,670,669.804 (meters)                     COMP
 AJ2563  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AJ2563  ELLIP HEIGHT-          71.17  (meters)          (04/26/01) GPS OBS
 AJ2563  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2563
 AJ2563  HORZ ORDER  -  FIRST
 AJ2563  ELLP ORDER  -  FOURTH    CLASS I
 AJ2563
 AJ2563.The horizontal coordinates were established by GPS observations
 AJ2563.and adjusted by the National Geodetic Survey in April 2001..
 AJ2563
 AJ2563.The orthometric height was determined by GPS observations and a
 AJ2563.high-resolution geoid model.
 AJ2563
 AJ2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2563
 AJ2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2563
 AJ2563.The ellipsoidal height was determined by GPS observations
 AJ2563.and is referenced to NAD 83.
 AJ2563
 AJ2563.The geoid height was determined by GEOID03.
 AJ2563
 AJ2563;                    North         East     Units Scale Factor Converg.
 AJ2563;SPC TN       -   120,622.033   258,196.137   MT  0.99998222   -2 12 08.4
 AJ2563;SPC TN       -   395,740.79    847,098.49   sFT  0.99998222   -2 12 08.4
 AJ2563;UTM  16      - 3,916,612.233   249,059.031   MT  1.00037611   -1 35 57.1
 AJ2563
 AJ2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2563!SPC TN       -   0.99998883  x   0.99998222  =   0.99997105
 AJ2563!UTM  16      -   0.99998883  x   1.00037611  =   1.00036494
 AJ2563
 AJ2563                          SUPERSEDED SURVEY CONTROL
 AJ2563
 AJ2563.No superseded survey control is available for this station.
 AJ2563
 AJ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4905916612(NAD 83)
 AJ2563_MARKER: DD = SURVEY DISK
 AJ2563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2563+WITH SETTING: INFORMATION.
 AJ2563_STAMPING: 015
 AJ2563_MARK LOGO: MLGW  
 AJ2563_PROJECTION: FLUSH
 AJ2563_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2563+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2563_ROD/PIPE-DEPTH:  0.8 meters
 AJ2563
 AJ2563  HISTORY     - Date     Condition        Report By
 AJ2563  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2563
 AJ2563                          STATION DESCRIPTION
 AJ2563
 AJ2563'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2563'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN THE ROSEMARK
 AJ2563'COMMUNITY.
 AJ2563'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY
 AJ2563'(HWY-14) AND KERRVILLE-ROSEMARK ROAD, PROCEED EAST ON
 AJ2563'KERRVILLE-ROSEMARK ROAD APPROXIMATELY 0.45 MILE (0.72 KM) TO ADDRESS
 AJ2563'9037 KERRVILLE-ROSEMARK ROAD.  THE STATION IS ON THE RIGHT.
 AJ2563'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2563'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2563'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 125.00 FEET (38.10 M)
 AJ2563'WEST OF A WOOD POWER POLE NO.  28128, 90.00 FEET (27.43 M) WEST OF THE
 AJ2563'CENTERLINE OF A ASPHALT DRIVEWAY TO CHURCH AT ADDRESS 9037
 AJ2563'KERRVILLE-ROSEMARK ROAD, 21.50 FEET (6.55 M) SOUTH OF THE CENTERLINE
 AJ2563'OF KERRVILLE-ROSEMARK ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2563'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0309 ***********************************************************************
 FE0309  DESIGNATION -  15 1
 FE0309  PID         -  FE0309
 FE0309  STATE/COUNTY-  TN/HARDIN
 FE0309  USGS QUAD   -  SAVANNAH (1991)
 FE0309
 FE0309                         *CURRENT SURVEY CONTROL
 FE0309  ___________________________________________________________________
 FE0309* NAD 83(1995)-  35 13 38.86714(N)    088 13 52.16557(W)     ADJUSTED  
 FE0309* NAVD 88     -       134.628  (meters)     441.69   (feet)  ADJUSTED  
 FE0309  ___________________________________________________________________
 FE0309  X           -     161,003.431 (meters)                     COMP
 FE0309  Y           -  -5,213,513.426 (meters)                     COMP
 FE0309  Z           -   3,658,571.469 (meters)                     COMP
 FE0309  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE0309  ELLIP HEIGHT-         107.05  (meters)          (02/20/01) GPS OBS
 FE0309  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0309  DYNAMIC HT  -         134.507 (meters)     441.30  (feet)  COMP
 FE0309  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0309
 FE0309  HORZ ORDER  -  FIRST
 FE0309  VERT ORDER  -  SECOND    CLASS 0
 FE0309  ELLP ORDER  -  SECOND    CLASS I
 FE0309
 FE0309.The horizontal coordinates were established by GPS observations
 FE0309.and adjusted by the National Geodetic Survey in February 2001..
 FE0309
 FE0309.The orthometric height was determined by differential leveling
 FE0309.and adjusted by the National Geodetic Survey in June 1991..
 FE0309
 FE0309.Photographs are available for this station.
 FE0309
 FE0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0309
 FE0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0309
 FE0309.The ellipsoidal height was determined by GPS observations
 FE0309.and is referenced to NAD 83.
 FE0309
 FE0309.The geoid height was determined by GEOID03.
 FE0309
 FE0309.The dynamic height is computed by dividing the NAVD 88
 FE0309.geopotential number by the normal gravity value computed on the
 FE0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0309.degrees latitude (g = 980.6199 gals.).
 FE0309
 FE0309.The modeled gravity was interpolated from observed gravity values.
 FE0309
 FE0309;                    North         East     Units Scale Factor Converg.
 FE0309;SPC TN       -   101,519.340   396,903.767   MT  1.00000405   -1 18 22.3
 FE0309;SPC TN       -   333,068.03  1,302,175.11   sFT  1.00000405   -1 18 22.3
 FE0309;UTM  16      - 3,898,962.719   387,963.746   MT  0.99975469   -0 42 36.8
 FE0309
 FE0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0309!SPC TN       -   0.99998320  x   1.00000405  =   0.99998725
 FE0309!UTM  16      -   0.99998320  x   0.99975469  =   0.99973789
 FE0309
 FE0309                          SUPERSEDED SURVEY CONTROL
 FE0309
 FE0309  NAVD 88 (02/20/01)  134.63   (m)          441.7    (f) LEVELING    3  
 FE0309  NGVD 29 (??/??/??)  134.645  (m)          441.75   (f) ADJUSTED    2 0
 FE0309
 FE0309.Superseded values are not recommended for survey control.
 FE0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0309.See file dsdata.txt to determine how the superseded data were derived.
 FE0309
 FE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8796498963(NAD 83)
 FE0309_MARKER: DD = SURVEY DISK
 FE0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0309_STAMPING: 15-1 1962
 FE0309_MARK LOGO: TNHD  
 FE0309_PROJECTION: FLUSH
 FE0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0309+STABILITY: SURFACE MOTION
 FE0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0309+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0309
 FE0309  HISTORY     - Date     Condition        Report By
 FE0309  HISTORY     - 1962     MONUMENTED       TNHD
 FE0309  HISTORY     - 1972     GOOD             TVA
 FE0309  HISTORY     - 1999     GOOD             LOWE
 FE0309
 FE0309                          STATION DESCRIPTION
 FE0309
 FE0309'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0309'1 MI E FROM SAVANNAH.
 FE0309'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH GO EAST ON U.S.
 FE0309'HIGHWAY 64 FOR 1.07 MILES TO THE HARDIN COUNTY GENERAL HOSPITAL
 FE0309'ON THE LEFT.  THE MARK IS LOCATED 23 FEET EAST OF THE EMERGENCY
 FE0309'ENTRANCE TO THE HOSPITAL, 28 FEET WEST OF THE ENTRANCE DRIVE
 FE0309'TO THE HOSPITAL, 77 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64
 FE0309'AND IN THE SOUTHWEST CORNER OF THE HOSPITAL GROUNDS.  THE MARK IS
 FE0309'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FE0309'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FE0309
 FE0309                          STATION RECOVERY (1972)
 FE0309
 FE0309'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0309'RECOVERED IN GOOD CONDITION.
 FE0309
 FE0309                          STATION RECOVERY (1999)
 FE0309
 FE0309'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0309'RECOVERED 1999
 FE0309'RECOVERED IN GOOD CONDITION.
 FE0309' 
 FE0309'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0961 ***********************************************************************
 FD0961  DESIGNATION -  15 10
 FD0961  PID         -  FD0961
 FD0961  STATE/COUNTY-  TN/WAYNE
 FD0961  USGS QUAD   -  EAGLE CREEK (1972)
 FD0961
 FD0961                         *CURRENT SURVEY CONTROL
 FD0961  ___________________________________________________________________
 FD0961* NAD 83(1986)-  35 18 29.     (N)    087 57 08.     (W)     SCALED    
 FD0961* NAVD 88     -       141.249  (meters)     463.41   (feet)  ADJUSTED  
 FD0961  ___________________________________________________________________
 FD0961  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0961  DYNAMIC HT  -         141.119 (meters)     462.99  (feet)  COMP
 FD0961  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FD0961
 FD0961  VERT ORDER  -  SECOND    CLASS 0
 FD0961
 FD0961.The horizontal coordinates were scaled from a topographic map and have
 FD0961.an estimated accuracy of +/- 6 seconds.
 FD0961
 FD0961.The orthometric height was determined by differential leveling
 FD0961.and adjusted by the National Geodetic Survey in June 1991..
 FD0961
 FD0961.The geoid height was determined by GEOID03.
 FD0961
 FD0961.The dynamic height is computed by dividing the NAVD 88
 FD0961.geopotential number by the normal gravity value computed on the
 FD0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0961.degrees latitude (g = 980.6199 gals.).
 FD0961
 FD0961.The modeled gravity was interpolated from observed gravity values.
 FD0961
 FD0961;                    North         East    Units  Estimated Accuracy
 FD0961;SPC TN       -   109,920.      422,470.      MT  (+/- 180 meters Scaled)
 FD0961
 FD0961                          SUPERSEDED SURVEY CONTROL
 FD0961
 FD0961  NGVD 29 (??/??/92)  141.247  (m)          463.41   (f) ADJ UNCH    2 0
 FD0961
 FD0961.Superseded values are not recommended for survey control.
 FD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0961.See file dsdata.txt to determine how the superseded data were derived.
 FD0961
 FD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE134076(NAD 83)
 FD0961_MARKER: DD = SURVEY DISK
 FD0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0961_SP_SET: WALK
 FD0961_STAMPING: 15 10 1962
 FD0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0961
 FD0961  HISTORY     - Date     Condition        Report By
 FD0961  HISTORY     - 1962     MONUMENTED       TNHD
 FD0961
 FD0961                          STATION DESCRIPTION
 FD0961
 FD0961'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0961'5 MI E FROM OLIVE HILL.
 FD0961'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0961'5.06 MILES TO NEW BRIDGE OVER HARDIN CREEK NEAR THE INTERSECTION
 FD0961'OF U.S. HIGHWAY 64 AND ST. RT. 114.  THE MARK IS A STANDARD
 FD0961'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN THE WEST END
 FD0961'OF THE NORTHWEST CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0971 ***********************************************************************
 FD0971  DESIGNATION -  15 11
 FD0971  PID         -  FD0971
 FD0971  STATE/COUNTY-  TN/WAYNE
 FD0971  USGS QUAD   -  EAGLE CREEK (1972)
 FD0971
 FD0971                         *CURRENT SURVEY CONTROL
 FD0971  ___________________________________________________________________
 FD0971* NAD 83(1986)-  35 18 15.     (N)    087 53 36.     (W)     SCALED    
 FD0971* NAVD 88     -       153.854  (meters)     504.77   (feet)  ADJUSTED  
 FD0971  ___________________________________________________________________
 FD0971  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0971  DYNAMIC HT  -         153.712 (meters)     504.30  (feet)  COMP
 FD0971  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FD0971
 FD0971  VERT ORDER  -  SECOND    CLASS 0
 FD0971
 FD0971.The horizontal coordinates were scaled from a topographic map and have
 FD0971.an estimated accuracy of +/- 6 seconds.
 FD0971
 FD0971.The orthometric height was determined by differential leveling
 FD0971.and adjusted by the National Geodetic Survey in June 1991..
 FD0971
 FD0971.The geoid height was determined by GEOID03.
 FD0971
 FD0971.The dynamic height is computed by dividing the NAVD 88
 FD0971.geopotential number by the normal gravity value computed on the
 FD0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0971.degrees latitude (g = 980.6199 gals.).
 FD0971
 FD0971.The modeled gravity was interpolated from observed gravity values.
 FD0971
 FD0971;                    North         East    Units  Estimated Accuracy
 FD0971;SPC TN       -   109,380.      427,820.      MT  (+/- 180 meters Scaled)
 FD0971
 FD0971                          SUPERSEDED SURVEY CONTROL
 FD0971
 FD0971  NGVD 29 (??/??/92)  153.837  (m)          504.71   (f) ADJ UNCH    2 0
 FD0971
 FD0971.Superseded values are not recommended for survey control.
 FD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0971.See file dsdata.txt to determine how the superseded data were derived.
 FD0971
 FD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE187071(NAD 83)
 FD0971_MARKER: DD = SURVEY DISK
 FD0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0971_STAMPING: 15 11 1962
 FD0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0971+STABILITY: SURFACE MOTION
 FD0971
 FD0971  HISTORY     - Date     Condition        Report By
 FD0971  HISTORY     - 1962     MONUMENTED       TNHD
 FD0971
 FD0971                          STATION DESCRIPTION
 FD0971
 FD0971'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0971'8.1 MI W FROM WAYNESBORO.
 FD0971'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0971'HIGHWAY 64 AND THE MARK ON THE LEFT.  THE MARK IS 53 FEET SOUTH
 FD0971'OF THE CENTERLINE OF U.S. HIGHWAY 64, 50 FEET SOUTHWEST OF A
 FD0971'CONCRETE CULVERT, 38 FEET WEST OF A CREEK BANK, 3 FEET NORTHWEST
 FD0971'OF A POWERPOLE AND 3 FEET NORTH OF A WITNESS POST.  THE MARK IS
 FD0971'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0971'10-INCH SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FD0971'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0972 ***********************************************************************
 FD0972  DESIGNATION -  15 12
 FD0972  PID         -  FD0972
 FD0972  STATE/COUNTY-  TN/WAYNE
 FD0972  USGS QUAD   -  EAGLE CREEK (1972)
 FD0972
 FD0972                         *CURRENT SURVEY CONTROL
 FD0972  ___________________________________________________________________
 FD0972* NAD 83(1986)-  35 17 59.     (N)    087 52 35.     (W)     SCALED    
 FD0972* NAVD 88     -       160.229  (meters)     525.68   (feet)  ADJUSTED  
 FD0972  ___________________________________________________________________
 FD0972  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0972  DYNAMIC HT  -         160.080 (meters)     525.20  (feet)  COMP
 FD0972  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FD0972
 FD0972  VERT ORDER  -  SECOND    CLASS 0
 FD0972
 FD0972.The horizontal coordinates were scaled from a topographic map and have
 FD0972.an estimated accuracy of +/- 6 seconds.
 FD0972
 FD0972.The orthometric height was determined by differential leveling
 FD0972.and adjusted by the National Geodetic Survey in June 1991..
 FD0972
 FD0972.The geoid height was determined by GEOID03.
 FD0972
 FD0972.The dynamic height is computed by dividing the NAVD 88
 FD0972.geopotential number by the normal gravity value computed on the
 FD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0972.degrees latitude (g = 980.6199 gals.).
 FD0972
 FD0972.The modeled gravity was interpolated from observed gravity values.
 FD0972
 FD0972;                    North         East    Units  Estimated Accuracy
 FD0972;SPC TN       -   108,860.      429,350.      MT  (+/- 180 meters Scaled)
 FD0972
 FD0972                          SUPERSEDED SURVEY CONTROL
 FD0972
 FD0972  NGVD 29 (??/??/92)  160.209  (m)          525.62   (f) ADJ UNCH    2 0
 FD0972
 FD0972.Superseded values are not recommended for survey control.
 FD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0972.See file dsdata.txt to determine how the superseded data were derived.
 FD0972
 FD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE203066(NAD 83)
 FD0972_MARKER: DD = SURVEY DISK
 FD0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0972_SP_SET: CULVERT
 FD0972_STAMPING: 15 12 1962
 FD0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0972
 FD0972  HISTORY     - Date     Condition        Report By
 FD0972  HISTORY     - 1962     MONUMENTED       TNHD
 FD0972
 FD0972                          STATION DESCRIPTION
 FD0972
 FD0972'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0972'7.4 MI W FROM WAYNESBORO.
 FD0972'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON
 FD0972'U.S. HIGHWAY 64 FOR 7.48 MILES TO A CONCRETE CULVERT.  THE MARK
 FD0972'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH,
 FD0972'IN A DRILLED HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 FD0972'OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0975 ***********************************************************************
 FD0975  DESIGNATION -  15 13
 FD0975  PID         -  FD0975
 FD0975  STATE/COUNTY-  TN/WAYNE
 FD0975  USGS QUAD   -  WAYNESBORO (1968)
 FD0975
 FD0975                         *CURRENT SURVEY CONTROL
 FD0975  ___________________________________________________________________
 FD0975* NAD 83(1986)-  35 17 32.     (N)    087 51 13.     (W)     SCALED    
 FD0975* NAVD 88     -       163.406  (meters)     536.11   (feet)  ADJUSTED  
 FD0975  ___________________________________________________________________
 FD0975  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0975  DYNAMIC HT  -         163.254 (meters)     535.61  (feet)  COMP
 FD0975  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FD0975
 FD0975  VERT ORDER  -  SECOND    CLASS 0
 FD0975
 FD0975.The horizontal coordinates were scaled from a topographic map and have
 FD0975.an estimated accuracy of +/- 6 seconds.
 FD0975
 FD0975.The orthometric height was determined by differential leveling
 FD0975.and adjusted by the National Geodetic Survey in June 1991..
 FD0975
 FD0975.The geoid height was determined by GEOID03.
 FD0975
 FD0975.The dynamic height is computed by dividing the NAVD 88
 FD0975.geopotential number by the normal gravity value computed on the
 FD0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0975.degrees latitude (g = 980.6199 gals.).
 FD0975
 FD0975.The modeled gravity was interpolated from observed gravity values.
 FD0975
 FD0975;                    North         East    Units  Estimated Accuracy
 FD0975;SPC TN       -   107,990.      431,400.      MT  (+/- 180 meters Scaled)
 FD0975
 FD0975                          SUPERSEDED SURVEY CONTROL
 FD0975
 FD0975  NGVD 29 (??/??/92)  163.385  (m)          536.04   (f) ADJ UNCH    2 0
 FD0975
 FD0975.Superseded values are not recommended for survey control.
 FD0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0975.See file dsdata.txt to determine how the superseded data were derived.
 FD0975
 FD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE223057(NAD 83)
 FD0975_MARKER: DD = SURVEY DISK
 FD0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0975_STAMPING: 15 13 1962
 FD0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0975+STABILITY: SURFACE MOTION
 FD0975
 FD0975  HISTORY     - Date     Condition        Report By
 FD0975  HISTORY     - 1962     MONUMENTED       TNHD
 FD0975
 FD0975                          STATION DESCRIPTION
 FD0975
 FD0975'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0975'6.4 MI W FROM WAYNESBORO.
 FD0975'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0975'HIGHWAY 64 FOR 6.39 MILES TO THE LEATHERWOOD BAPTIST CHURCH ON
 FD0975'THE RIGHT.  THE MARK IS LOCATED 71.5 FEET NORTHEAST OF THE
 FD0975'SOUTHEAST CORNER OF THE LEATHERWOOD BAPTIST CHURCH, 57.5 FEET
 FD0975'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 1.5 FEET
 FD0975'WEST OF A WOVEN WIRE FENCE AND 1.5 FEET EAST OF A WITNESS POST.
 FD0975'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0975'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0976 ***********************************************************************
 FD0976  DESIGNATION -  15 14
 FD0976  PID         -  FD0976
 FD0976  STATE/COUNTY-  TN/WAYNE
 FD0976  USGS QUAD   -  WAYNESBORO (1968)
 FD0976
 FD0976                         *CURRENT SURVEY CONTROL
 FD0976  ___________________________________________________________________
 FD0976* NAD 83(1986)-  35 17 46.     (N)    087 50 29.     (W)     SCALED    
 FD0976* NAVD 88     -       171.970  (meters)     564.20   (feet)  ADJUSTED  
 FD0976  ___________________________________________________________________
 FD0976  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0976  DYNAMIC HT  -         171.809 (meters)     563.68  (feet)  COMP
 FD0976  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FD0976
 FD0976  VERT ORDER  -  SECOND    CLASS 0
 FD0976
 FD0976.The horizontal coordinates were scaled from a topographic map and have
 FD0976.an estimated accuracy of +/- 6 seconds.
 FD0976
 FD0976.The orthometric height was determined by differential leveling
 FD0976.and adjusted by the National Geodetic Survey in June 1991..
 FD0976
 FD0976.The geoid height was determined by GEOID03.
 FD0976
 FD0976.The dynamic height is computed by dividing the NAVD 88
 FD0976.geopotential number by the normal gravity value computed on the
 FD0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0976.degrees latitude (g = 980.6199 gals.).
 FD0976
 FD0976.The modeled gravity was interpolated from observed gravity values.
 FD0976
 FD0976;                    North         East    Units  Estimated Accuracy
 FD0976;SPC TN       -   108,400.      432,520.      MT  (+/- 180 meters Scaled)
 FD0976
 FD0976                          SUPERSEDED SURVEY CONTROL
 FD0976
 FD0976  NGVD 29 (??/??/92)  171.947  (m)          564.13   (f) ADJ UNCH    2 0
 FD0976
 FD0976.Superseded values are not recommended for survey control.
 FD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0976.See file dsdata.txt to determine how the superseded data were derived.
 FD0976
 FD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE234062(NAD 83)
 FD0976_MARKER: DD = SURVEY DISK
 FD0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0976_STAMPING: 15 14 1962
 FD0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0976+STABILITY: SURFACE MOTION
 FD0976
 FD0976  HISTORY     - Date     Condition        Report By
 FD0976  HISTORY     - 1962     MONUMENTED       TNHD
 FD0976
 FD0976                          STATION DESCRIPTION
 FD0976
 FD0976'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0976'5.8 MI W FROM WAYNESBORO.
 FD0976'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0976'HIGHWAY 64 FOR 5.77 MILES TO A SMALL CEMETERY.  THE MARK IS
 FD0976'LOCATED 90.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND
 FD0976'IN THE NORTHWEST CORNER OF THE CEMETERY, 5.6 FEET NORTH WEST OF
 FD0976'AN APPLE TREE, 1.5 FEET EAST OF A WOVEN WIRE FENCE AND 2 FEET
 FD0976'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0976'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0976'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0977 ***********************************************************************
 FD0977  DESIGNATION -  15 15
 FD0977  PID         -  FD0977
 FD0977  STATE/COUNTY-  TN/WAYNE
 FD0977  USGS QUAD   -  WAYNESBORO (1968)
 FD0977
 FD0977                         *CURRENT SURVEY CONTROL
 FD0977  ___________________________________________________________________
 FD0977* NAD 83(1986)-  35 17 43.     (N)    087 49 31.     (W)     SCALED    
 FD0977* NAVD 88     -       178.541  (meters)     585.76   (feet)  ADJUSTED  
 FD0977  ___________________________________________________________________
 FD0977  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0977  DYNAMIC HT  -         178.373 (meters)     585.21  (feet)  COMP
 FD0977  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FD0977
 FD0977  VERT ORDER  -  SECOND    CLASS 0
 FD0977
 FD0977.The horizontal coordinates were scaled from a topographic map and have
 FD0977.an estimated accuracy of +/- 6 seconds.
 FD0977
 FD0977.The orthometric height was determined by differential leveling
 FD0977.and adjusted by the National Geodetic Survey in June 1991..
 FD0977
 FD0977.The geoid height was determined by GEOID03.
 FD0977
 FD0977.The dynamic height is computed by dividing the NAVD 88
 FD0977.geopotential number by the normal gravity value computed on the
 FD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0977.degrees latitude (g = 980.6199 gals.).
 FD0977
 FD0977.The modeled gravity was interpolated from observed gravity values.
 FD0977
 FD0977;                    North         East    Units  Estimated Accuracy
 FD0977;SPC TN       -   108,280.      433,990.      MT  (+/- 180 meters Scaled)
 FD0977
 FD0977                          SUPERSEDED SURVEY CONTROL
 FD0977
 FD0977  NGVD 29 (??/??/92)  178.518  (m)          585.69   (f) ADJ UNCH    2 0
 FD0977
 FD0977.Superseded values are not recommended for survey control.
 FD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0977.See file dsdata.txt to determine how the superseded data were derived.
 FD0977
 FD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE249061(NAD 83)
 FD0977_MARKER: DD = SURVEY DISK
 FD0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0977_STAMPING: 15 15 1962
 FD0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0977+STABILITY: SURFACE MOTION
 FD0977
 FD0977  HISTORY     - Date     Condition        Report By
 FD0977  HISTORY     - 1962     MONUMENTED       TNHD
 FD0977
 FD0977                          STATION DESCRIPTION
 FD0977
 FD0977'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0977'4.2 MI W FROM WAYNESBORO.
 FD0977'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0977'HIGHWAY 64 FOR 4.28 MILES ON THE LEFT AT A SMALL WHITE FRAME HOUSE.
 FD0977'THE MARK IS LOCATED 69 FEET SOUTH OF U.S. HIGHWAY 64, 13.9 FEET
 FD0977'WEST OF THE CENTERLINE OF A DRIVEWAY, 25.5 FEET NORTHWEST OF THE
 FD0977'NORTHWEST CORNER OF THE HOUSE, 2.5 FEET NORTH OF A POWER POLE
 FD0977'AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0977'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0977'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0993 ***********************************************************************
 FD0993  DESIGNATION -  15 16
 FD0993  PID         -  FD0993
 FD0993  STATE/COUNTY-  TN/WAYNE
 FD0993  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0993
 FD0993                         *CURRENT SURVEY CONTROL
 FD0993  ___________________________________________________________________
 FD0993* NAD 83(1986)-  35 19 24.     (N)    087 44 48.     (W)     SCALED    
 FD0993* NAVD 88     -       225.228  (meters)     738.94   (feet)  ADJUSTED  
 FD0993  ___________________________________________________________________
 FD0993  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0993  DYNAMIC HT  -         225.015 (meters)     738.24  (feet)  COMP
 FD0993  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FD0993
 FD0993  VERT ORDER  -  SECOND    CLASS 0
 FD0993
 FD0993.The horizontal coordinates were scaled from a topographic map and have
 FD0993.an estimated accuracy of +/- 6 seconds.
 FD0993
 FD0993.The orthometric height was determined by differential leveling
 FD0993.and adjusted by the National Geodetic Survey in June 1991..
 FD0993
 FD0993.The geoid height was determined by GEOID03.
 FD0993
 FD0993.The dynamic height is computed by dividing the NAVD 88
 FD0993.geopotential number by the normal gravity value computed on the
 FD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0993.degrees latitude (g = 980.6199 gals.).
 FD0993
 FD0993.The modeled gravity was interpolated from observed gravity values.
 FD0993
 FD0993;                    North         East    Units  Estimated Accuracy
 FD0993;SPC TN       -   111,260.      441,190.      MT  (+/- 180 meters Scaled)
 FD0993
 FD0993                          SUPERSEDED SURVEY CONTROL
 FD0993
 FD0993  NGVD 29 (??/??/92)  225.199  (m)          738.84   (f) ADJ UNCH    2 0
 FD0993
 FD0993.Superseded values are not recommended for survey control.
 FD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0993.See file dsdata.txt to determine how the superseded data were derived.
 FD0993
 FD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE321091(NAD 83)
 FD0993_MARKER: DD = SURVEY DISK
 FD0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0993_STAMPING: 15 16 1962
 FD0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0993+STABILITY: SURFACE MOTION
 FD0993
 FD0993  HISTORY     - Date     Condition        Report By
 FD0993  HISTORY     - 1962     MONUMENTED       TNHD
 FD0993
 FD0993                          STATION DESCRIPTION
 FD0993
 FD0993'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0993'1.3 MI E FROM WAYNESBORO.
 FD0993'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0993'HIGHWAY 64 FOR 1.3 MILES TO THE INTERSECTION OF STOCKARD STREET.
 FD0993'THE MARK IS 30 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 FD0993'64, 27 FEET NORTHEAST OF THE CENTERLINE OF STOCKARD STREET, 53
 FD0993'FEET SOUTH OF THE NORTH CORNER OF A TAN STUCCO HOUSE, 2 FEET
 FD0993'NORTHEAST OF A POWER POLE AND 2 FEET NORTH OF A WITNESS POST.
 FD0993'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0993'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0994 ***********************************************************************
 FD0994  DESIGNATION -  15 17
 FD0994  PID         -  FD0994
 FD0994  STATE/COUNTY-  TN/WAYNE
 FD0994  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0994
 FD0994                         *CURRENT SURVEY CONTROL
 FD0994  ___________________________________________________________________
 FD0994* NAD 83(1986)-  35 19 46.     (N)    087 43 57.     (W)     SCALED    
 FD0994* NAVD 88     -       242.224  (meters)     794.70   (feet)  ADJUSTED  
 FD0994  ___________________________________________________________________
 FD0994  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0994  DYNAMIC HT  -         241.995 (meters)     793.95  (feet)  COMP
 FD0994  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FD0994
 FD0994  VERT ORDER  -  SECOND    CLASS 0
 FD0994
 FD0994.The horizontal coordinates were scaled from a topographic map and have
 FD0994.an estimated accuracy of +/- 6 seconds.
 FD0994
 FD0994.The orthometric height was determined by differential leveling
 FD0994.and adjusted by the National Geodetic Survey in June 1991..
 FD0994
 FD0994.The geoid height was determined by GEOID03.
 FD0994
 FD0994.The dynamic height is computed by dividing the NAVD 88
 FD0994.geopotential number by the normal gravity value computed on the
 FD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0994.degrees latitude (g = 980.6199 gals.).
 FD0994
 FD0994.The modeled gravity was interpolated from observed gravity values.
 FD0994
 FD0994;                    North         East    Units  Estimated Accuracy
 FD0994;SPC TN       -   111,910.      442,490.      MT  (+/- 180 meters Scaled)
 FD0994
 FD0994                          SUPERSEDED SURVEY CONTROL
 FD0994
 FD0994  NGVD 29 (??/??/92)  242.193  (m)          794.59   (f) ADJ UNCH    2 0
 FD0994
 FD0994.Superseded values are not recommended for survey control.
 FD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0994.See file dsdata.txt to determine how the superseded data were derived.
 FD0994
 FD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE334098(NAD 83)
 FD0994_MARKER: DD = SURVEY DISK
 FD0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0994_STAMPING: 15 17 1962
 FD0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0994+STABILITY: SURFACE MOTION
 FD0994
 FD0994  HISTORY     - Date     Condition        Report By
 FD0994  HISTORY     - 1962     MONUMENTED       TNHD
 FD0994
 FD0994                          STATION DESCRIPTION
 FD0994
 FD0994'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0994'2.2 MI E FROM WAYNESBORO.
 FD0994'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0994'HIGHWAY 64 FOR 2.2 MILES AND THE MARK ON THE LEFT.  THE MARK IS
 FD0994'30 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 95 FEET NORTH
 FD0994'OF THE EAST CORNER OF J.T. LYNNS GARAGE, 2 FEET SOUTHWEST OF A
 FD0994'POWER POLE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS
 FD0994'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0994'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0995 ***********************************************************************
 FD0995  DESIGNATION -  15 18
 FD0995  PID         -  FD0995
 FD0995  STATE/COUNTY-  TN/WAYNE
 FD0995  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0995
 FD0995                         *CURRENT SURVEY CONTROL
 FD0995  ___________________________________________________________________
 FD0995* NAD 83(1986)-  35 20 08.     (N)    087 43 03.     (W)     SCALED    
 FD0995* NAVD 88     -       259.392  (meters)     851.02   (feet)  ADJUSTED  
 FD0995  ___________________________________________________________________
 FD0995  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0995  DYNAMIC HT  -         259.146 (meters)     850.21  (feet)  COMP
 FD0995  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FD0995
 FD0995  VERT ORDER  -  SECOND    CLASS 0
 FD0995
 FD0995.The horizontal coordinates were scaled from a topographic map and have
 FD0995.an estimated accuracy of +/- 6 seconds.
 FD0995
 FD0995.The orthometric height was determined by differential leveling
 FD0995.and adjusted by the National Geodetic Survey in June 1991..
 FD0995
 FD0995.The geoid height was determined by GEOID03.
 FD0995
 FD0995.The dynamic height is computed by dividing the NAVD 88
 FD0995.geopotential number by the normal gravity value computed on the
 FD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0995.degrees latitude (g = 980.6199 gals.).
 FD0995
 FD0995.The modeled gravity was interpolated from observed gravity values.
 FD0995
 FD0995;                    North         East    Units  Estimated Accuracy
 FD0995;SPC TN       -   112,570.      443,870.      MT  (+/- 180 meters Scaled)
 FD0995
 FD0995                          SUPERSEDED SURVEY CONTROL
 FD0995
 FD0995  NGVD 29 (??/??/92)  259.358  (m)          850.91   (f) ADJ UNCH    2 0
 FD0995
 FD0995.Superseded values are not recommended for survey control.
 FD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0995.See file dsdata.txt to determine how the superseded data were derived.
 FD0995
 FD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE347104(NAD 83)
 FD0995_MARKER: DD = SURVEY DISK
 FD0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0995_STAMPING: 15 18 1962
 FD0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0995+STABILITY: SURFACE MOTION
 FD0995
 FD0995  HISTORY     - Date     Condition        Report By
 FD0995  HISTORY     - 1962     MONUMENTED       TNHD
 FD0995
 FD0995                          STATION DESCRIPTION
 FD0995
 FD0995'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0995'3.1 MI E FROM WAYNESBORO.
 FD0995'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST OF U.S.
 FD0995'HIGHWAY 64 FOR 3.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD0995'42 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 3 FEET WEST
 FD0995'OF A POWER POLE AND 2.3 FEET WEST OF A WITNESS POST.  THE MARK
 FD0995'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0995'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1002 ***********************************************************************
 FD1002  DESIGNATION -  15 19
 FD1002  PID         -  FD1002
 FD1002  STATE/COUNTY-  TN/WAYNE
 FD1002  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1002
 FD1002                         *CURRENT SURVEY CONTROL
 FD1002  ___________________________________________________________________
 FD1002* NAD 83(1986)-  35 20 23.     (N)    087 40 28.     (W)     SCALED    
 FD1002* NAVD 88     -       224.458  (meters)     736.41   (feet)  ADJUSTED  
 FD1002  ___________________________________________________________________
 FD1002  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1002  DYNAMIC HT  -         224.245 (meters)     735.71  (feet)  COMP
 FD1002  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FD1002
 FD1002  VERT ORDER  -  SECOND    CLASS 0
 FD1002
 FD1002.The horizontal coordinates were scaled from a topographic map and have
 FD1002.an estimated accuracy of +/- 6 seconds.
 FD1002
 FD1002.The orthometric height was determined by differential leveling
 FD1002.and adjusted by the National Geodetic Survey in June 1991..
 FD1002
 FD1002.The geoid height was determined by GEOID03.
 FD1002
 FD1002.The dynamic height is computed by dividing the NAVD 88
 FD1002.geopotential number by the normal gravity value computed on the
 FD1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1002.degrees latitude (g = 980.6199 gals.).
 FD1002
 FD1002.The modeled gravity was interpolated from observed gravity values.
 FD1002
 FD1002;                    North         East    Units  Estimated Accuracy
 FD1002;SPC TN       -   112,960.      447,790.      MT  (+/- 180 meters Scaled)
 FD1002
 FD1002                          SUPERSEDED SURVEY CONTROL
 FD1002
 FD1002  NGVD 29 (??/??/92)  224.426  (m)          736.30   (f) ADJ UNCH    2 0
 FD1002
 FD1002.Superseded values are not recommended for survey control.
 FD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1002.See file dsdata.txt to determine how the superseded data were derived.
 FD1002
 FD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE387109(NAD 83)
 FD1002_MARKER: DD = SURVEY DISK
 FD1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1002_STAMPING: 15 19 1962
 FD1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1002+STABILITY: SURFACE MOTION
 FD1002
 FD1002  HISTORY     - Date     Condition        Report By
 FD1002  HISTORY     - 1962     MONUMENTED       TNHD
 FD1002
 FD1002                          STATION DESCRIPTION
 FD1002
 FD1002'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1002'6 MI E FROM WAYNESBORO.
 FD1002'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1002'HIGHWAY 64 FOR 5.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD1002'23 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 35 FEET EAST
 FD1002'OF A CONCRETE CULVERT, 11 FEET EAST OF THE CENTERLINE OF A
 FD1002'GRAVELED DRIVEWAY NEAR A FENCE CORNER AND 2 FEET EAST OF A WITNESS
 FD1002'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1002'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1002'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0319 ***********************************************************************
 FE0319  DESIGNATION -  15 2
 FE0319  PID         -  FE0319
 FE0319  STATE/COUNTY-  TN/HARDIN
 FE0319  USGS QUAD   -  SAVANNAH (1991)
 FE0319
 FE0319                         *CURRENT SURVEY CONTROL
 FE0319  ___________________________________________________________________
 FE0319* NAD 83(1986)-  35 13 48.     (N)    088 11 34.     (W)     SCALED    
 FE0319* NAVD 88     -       121.184  (meters)     397.58   (feet)  ADJUSTED  
 FE0319  ___________________________________________________________________
 FE0319  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0319  DYNAMIC HT  -         121.074 (meters)     397.22  (feet)  COMP
 FE0319  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FE0319
 FE0319  VERT ORDER  -  SECOND    CLASS 0
 FE0319
 FE0319.The horizontal coordinates were scaled from a topographic map and have
 FE0319.an estimated accuracy of +/- 6 seconds.
 FE0319
 FE0319.The orthometric height was determined by differential leveling
 FE0319.and adjusted by the National Geodetic Survey in June 1991..
 FE0319
 FE0319.The geoid height was determined by GEOID03.
 FE0319
 FE0319.The dynamic height is computed by dividing the NAVD 88
 FE0319.geopotential number by the normal gravity value computed on the
 FE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0319.degrees latitude (g = 980.6199 gals.).
 FE0319
 FE0319.The modeled gravity was interpolated from observed gravity values.
 FE0319
 FE0319;                    North         East    Units  Estimated Accuracy
 FE0319;SPC TN       -   101,720.      400,400.      MT  (+/- 180 meters Scaled)
 FE0319
 FE0319                          SUPERSEDED SURVEY CONTROL
 FE0319
 FE0319  NGVD 29 (??/??/??)  121.203  (m)          397.65   (f) ADJUSTED    2 0
 FE0319
 FE0319.Superseded values are not recommended for survey control.
 FE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0319.See file dsdata.txt to determine how the superseded data were derived.
 FE0319
 FE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD914992(NAD 83)
 FE0319_MARKER: DD = SURVEY DISK
 FE0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0319_STAMPING: 15-2 1962
 FE0319_MARK LOGO: TNHD  
 FE0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0319+STABILITY: SURFACE MOTION
 FE0319
 FE0319  HISTORY     - Date     Condition        Report By
 FE0319  HISTORY     - 1962     MONUMENTED       TNHD
 FE0319  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0319
 FE0319                          STATION DESCRIPTION
 FE0319
 FE0319'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0319'3.6 MI E FROM SAVANNAH.
 FE0319'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON U.S.
 FE0319'HIGHWAY 64 FOR 3.59 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 FE0319'LOCATED 51 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64,
 FE0319'10.7 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 3.5 FEET
 FE0319'SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A FENCE AND 2 FEET
 FE0319'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0319'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0319'MONUMENT, FLUSH WITH THE GROUND.
 FE0319
 FE0319                          STATION RECOVERY (1972)
 FE0319
 FE0319'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1004 ***********************************************************************
 FD1004  DESIGNATION -  15 20
 FD1004  PID         -  FD1004
 FD1004  STATE/COUNTY-  TN/WAYNE
 FD1004  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1004
 FD1004                         *CURRENT SURVEY CONTROL
 FD1004  ___________________________________________________________________
 FD1004* NAD 83(1986)-  35 20 32.     (N)    087 39 28.     (W)     SCALED    
 FD1004* NAVD 88     -       224.422  (meters)     736.29   (feet)  ADJUSTED  
 FD1004  ___________________________________________________________________
 FD1004  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1004  DYNAMIC HT  -         224.209 (meters)     735.59  (feet)  COMP
 FD1004  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1004
 FD1004  VERT ORDER  -  SECOND    CLASS 0
 FD1004
 FD1004.The horizontal coordinates were scaled from a topographic map and have
 FD1004.an estimated accuracy of +/- 6 seconds.
 FD1004
 FD1004.The orthometric height was determined by differential leveling
 FD1004.and adjusted by the National Geodetic Survey in June 1991..
 FD1004
 FD1004.The geoid height was determined by GEOID03.
 FD1004
 FD1004.The dynamic height is computed by dividing the NAVD 88
 FD1004.geopotential number by the normal gravity value computed on the
 FD1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1004.degrees latitude (g = 980.6199 gals.).
 FD1004
 FD1004.The modeled gravity was interpolated from observed gravity values.
 FD1004
 FD1004;                    North         East    Units  Estimated Accuracy
 FD1004;SPC TN       -   113,210.      449,310.      MT  (+/- 180 meters Scaled)
 FD1004
 FD1004                          SUPERSEDED SURVEY CONTROL
 FD1004
 FD1004  NGVD 29 (??/??/92)  224.390  (m)          736.19   (f) ADJ UNCH    2 0
 FD1004
 FD1004.Superseded values are not recommended for survey control.
 FD1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1004.See file dsdata.txt to determine how the superseded data were derived.
 FD1004
 FD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE402111(NAD 83)
 FD1004_MARKER: DD = SURVEY DISK
 FD1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1004_SP_SET: BRIDGE
 FD1004_STAMPING: 15-20 1962
 FD1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1004
 FD1004  HISTORY     - Date     Condition        Report By
 FD1004  HISTORY     - 1962     MONUMENTED       TNHD
 FD1004
 FD1004                          STATION DESCRIPTION
 FD1004
 FD1004'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1004'7 MI E FROM WAYNESBORO.
 FD1004'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1004'HIGHWAY 64 FOR 6.9 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 FD1004'RIGHT.  THE MARK IS 16 FEET SOUTH OF THE CENTERLINE OF U.S.
 FD1004'HIGHWAY 64, 32 FEET NORTH OF A FENCE AND THE MARK IS A STANDARD
 FD1004'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 FD1004'HOLE IN THE SOUTH WING WALL AT THE SOUTHWEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1005 ***********************************************************************
 FD1005  DESIGNATION -  15 21
 FD1005  PID         -  FD1005
 FD1005  STATE/COUNTY-  TN/WAYNE
 FD1005  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1005
 FD1005                         *CURRENT SURVEY CONTROL
 FD1005  ___________________________________________________________________
 FD1005* NAD 83(1986)-  35 20 10.     (N)    087 38 37.     (W)     SCALED    
 FD1005* NAVD 88     -       265.919  (meters)     872.44   (feet)  ADJUSTED  
 FD1005  ___________________________________________________________________
 FD1005  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1005  DYNAMIC HT  -         265.667 (meters)     871.61  (feet)  COMP
 FD1005  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FD1005
 FD1005  VERT ORDER  -  SECOND    CLASS 0
 FD1005
 FD1005.The horizontal coordinates were scaled from a topographic map and have
 FD1005.an estimated accuracy of +/- 6 seconds.
 FD1005
 FD1005.The orthometric height was determined by differential leveling
 FD1005.and adjusted by the National Geodetic Survey in June 1991..
 FD1005
 FD1005.The geoid height was determined by GEOID03.
 FD1005
 FD1005.The dynamic height is computed by dividing the NAVD 88
 FD1005.geopotential number by the normal gravity value computed on the
 FD1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1005.degrees latitude (g = 980.6199 gals.).
 FD1005
 FD1005.The modeled gravity was interpolated from observed gravity values.
 FD1005
 FD1005;                    North         East    Units  Estimated Accuracy
 FD1005;SPC TN       -   112,510.      450,580.      MT  (+/- 180 meters Scaled)
 FD1005
 FD1005                          SUPERSEDED SURVEY CONTROL
 FD1005
 FD1005  NGVD 29 (??/??/92)  265.887  (m)          872.33   (f) ADJ UNCH    2 0
 FD1005
 FD1005.Superseded values are not recommended for survey control.
 FD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1005.See file dsdata.txt to determine how the superseded data were derived.
 FD1005
 FD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE415105(NAD 83)
 FD1005_MARKER: DD = SURVEY DISK
 FD1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1005_SP_SET: CULVERT
 FD1005_STAMPING: 15 21 1962
 FD1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1005
 FD1005  HISTORY     - Date     Condition        Report By
 FD1005  HISTORY     - 1962     MONUMENTED       TNHD
 FD1005
 FD1005                          STATION DESCRIPTION
 FD1005
 FD1005'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1005'8 MI E FROM WAYNESBORO.
 FD1005'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1005'HIGHWAY 64 FOR 7.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS 16
 FD1005'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND THE MARK IS
 FD1005'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 FD1005'A DRILLED HOLE 3-INCHES FROM THE NORTHWEST END OF A SMALL
 FD1005'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1018 ***********************************************************************
 FD1018  DESIGNATION -  15 22
 FD1018  PID         -  FD1018
 FD1018  STATE/COUNTY-  TN/LAWRENCE
 FD1018  USGS QUAD   -  OVILLA (1976)
 FD1018
 FD1018                         *CURRENT SURVEY CONTROL
 FD1018  ___________________________________________________________________
 FD1018* NAD 83(1986)-  35 19 46.     (N)    087 36 19.     (W)     SCALED    
 FD1018* NAVD 88     -       310.621  (meters)    1019.10   (feet)  ADJUSTED  
 FD1018  ___________________________________________________________________
 FD1018  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1018  DYNAMIC HT  -         310.328 (meters)    1018.13  (feet)  COMP
 FD1018  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 FD1018
 FD1018  VERT ORDER  -  SECOND    CLASS 0
 FD1018
 FD1018.The horizontal coordinates were scaled from a topographic map and have
 FD1018.an estimated accuracy of +/- 6 seconds.
 FD1018
 FD1018.The orthometric height was determined by differential leveling
 FD1018.and adjusted by the National Geodetic Survey in June 1991..
 FD1018
 FD1018.The geoid height was determined by GEOID03.
 FD1018
 FD1018.The dynamic height is computed by dividing the NAVD 88
 FD1018.geopotential number by the normal gravity value computed on the
 FD1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1018.degrees latitude (g = 980.6199 gals.).
 FD1018
 FD1018.The modeled gravity was interpolated from observed gravity values.
 FD1018
 FD1018;                    North         East    Units  Estimated Accuracy
 FD1018;SPC TN       -   111,720.      454,060.      MT  (+/- 180 meters Scaled)
 FD1018
 FD1018                          SUPERSEDED SURVEY CONTROL
 FD1018
 FD1018  NGVD 29 (??/??/92)  310.586  (m)         1018.98   (f) ADJ UNCH    2 0
 FD1018
 FD1018.Superseded values are not recommended for survey control.
 FD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1018.See file dsdata.txt to determine how the superseded data were derived.
 FD1018
 FD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE449097(NAD 83)
 FD1018_MARKER: DD = SURVEY DISK
 FD1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1018_STAMPING: 15 22 1962
 FD1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1018+STABILITY: SURFACE MOTION
 FD1018
 FD1018  HISTORY     - Date     Condition        Report By
 FD1018  HISTORY     - 1962     MONUMENTED       TNHD
 FD1018
 FD1018                          STATION DESCRIPTION
 FD1018
 FD1018'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1018'14 MI W FROM LAWRENCEBURG.
 FD1018'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1018'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 14.1 MILES TO THE
 FD1018'MARK ON THE LEFT.  THE MARK IS 30 FEET SOUTH OF THE CENTERLINE
 FD1018'OF U.S. HIGHWAY 64, 27 FEET WEST OF THE CENTERLINE OF A DIRT
 FD1018'ROAD AND 3.3 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD1018'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD1018'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1011 ***********************************************************************
 FD1011  DESIGNATION -  15 23
 FD1011  PID         -  FD1011
 FD1011  STATE/COUNTY-  TN/LAWRENCE
 FD1011  USGS QUAD   -  OVILLA (1976)
 FD1011
 FD1011                         *CURRENT SURVEY CONTROL
 FD1011  ___________________________________________________________________
 FD1011* NAD 83(1986)-  35 18 49.     (N)    087 33 46.     (W)     SCALED    
 FD1011* NAVD 88     -       297.425  (meters)     975.80   (feet)  ADJUSTED  
 FD1011  ___________________________________________________________________
 FD1011  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD1011  DYNAMIC HT  -         297.144 (meters)     974.88  (feet)  COMP
 FD1011  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FD1011
 FD1011  VERT ORDER  -  SECOND    CLASS 0
 FD1011
 FD1011.The horizontal coordinates were scaled from a topographic map and have
 FD1011.an estimated accuracy of +/- 6 seconds.
 FD1011
 FD1011.The orthometric height was determined by differential leveling
 FD1011.and adjusted by the National Geodetic Survey in June 1991..
 FD1011
 FD1011.The geoid height was determined by GEOID03.
 FD1011
 FD1011.The dynamic height is computed by dividing the NAVD 88
 FD1011.geopotential number by the normal gravity value computed on the
 FD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1011.degrees latitude (g = 980.6199 gals.).
 FD1011
 FD1011.The modeled gravity was interpolated from observed gravity values.
 FD1011
 FD1011;                    North         East    Units  Estimated Accuracy
 FD1011;SPC TN       -   109,900.      457,890.      MT  (+/- 180 meters Scaled)
 FD1011
 FD1011                          SUPERSEDED SURVEY CONTROL
 FD1011
 FD1011  NGVD 29 (??/??/92)  297.382  (m)          975.66   (f) ADJ UNCH    2 0
 FD1011
 FD1011.Superseded values are not recommended for survey control.
 FD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1011.See file dsdata.txt to determine how the superseded data were derived.
 FD1011
 FD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE488079(NAD 83)
 FD1011_MARKER: DD = SURVEY DISK
 FD1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1011_STAMPING: 15 23 1962
 FD1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1011+STABILITY: SURFACE MOTION
 FD1011
 FD1011  HISTORY     - Date     Condition        Report By
 FD1011  HISTORY     - 1962     MONUMENTED       TNHD
 FD1011
 FD1011                          STATION DESCRIPTION
 FD1011
 FD1011'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1011'17 MI W FROM LAWRENCEBURG.
 FD1011'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1011'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 16.8 MILES TO THE
 FD1011'MARK ON THE LEFT.  THE MARK IS 42 FEET SOUTH OF THE CENTERLINE
 FD1011'OF U.S. HIGHWAY 64, 34 FEET SOUTHEAST OF A GALVANIZED DRAINAGE
 FD1011'PIPE, 15 FEET SOUTHEAST OF A POWER POLE AND 2 FEET EAST OF A
 FD1011'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1011'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD1011'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1019 ***********************************************************************
 FD1019  DESIGNATION -  15 24
 FD1019  PID         -  FD1019
 FD1019  STATE/COUNTY-  TN/LAWRENCE
 FD1019  USGS QUAD   -  OVILLA (1976)
 FD1019
 FD1019                         *CURRENT SURVEY CONTROL
 FD1019  ___________________________________________________________________
 FD1019* NAD 83(1986)-  35 18 22.     (N)    087 30 02.     (W)     SCALED    
 FD1019* NAVD 88     -       293.255  (meters)     962.12   (feet)  ADJUSTED  
 FD1019  ___________________________________________________________________
 FD1019  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1019  DYNAMIC HT  -         292.977 (meters)     961.21  (feet)  COMP
 FD1019  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FD1019
 FD1019  VERT ORDER  -  SECOND    CLASS 0
 FD1019
 FD1019.The horizontal coordinates were scaled from a topographic map and have
 FD1019.an estimated accuracy of +/- 6 seconds.
 FD1019
 FD1019.The orthometric height was determined by differential leveling
 FD1019.and adjusted by the National Geodetic Survey in June 1991..
 FD1019
 FD1019.The geoid height was determined by GEOID03.
 FD1019
 FD1019.The dynamic height is computed by dividing the NAVD 88
 FD1019.geopotential number by the normal gravity value computed on the
 FD1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1019.degrees latitude (g = 980.6199 gals.).
 FD1019
 FD1019.The modeled gravity was interpolated from observed gravity values.
 FD1019
 FD1019;                    North         East    Units  Estimated Accuracy
 FD1019;SPC TN       -   108,980.      463,540.      MT  (+/- 180 meters Scaled)
 FD1019
 FD1019                          SUPERSEDED SURVEY CONTROL
 FD1019
 FD1019  NGVD 29 (??/??/92)  293.211  (m)          961.98   (f) ADJ UNCH    2 0
 FD1019
 FD1019.Superseded values are not recommended for survey control.
 FD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1019.See file dsdata.txt to determine how the superseded data were derived.
 FD1019
 FD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE544071(NAD 83)
 FD1019_MARKER: DD = SURVEY DISK
 FD1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1019_SP_SET: CULVERT
 FD1019_STAMPING: 15 24 1962
 FD1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1019
 FD1019  HISTORY     - Date     Condition        Report By
 FD1019  HISTORY     - 1962     MONUMENTED       TNHD
 FD1019
 FD1019                          STATION DESCRIPTION
 FD1019
 FD1019'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1019'13 MI W FROM LAWRENCEBURG.
 FD1019'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1019'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 13.0 MILES TO A
 FD1019'CONCRETE CULVERT AND THE MARK ON THE RIGHT.  THE MARK IS 18 FEET
 FD1019'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 29 FEET SOUTH OF A
 FD1019'WIRE FENCE AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1019'CEMENTED FLUSH IN A DRILLED HOLE 3-INCHES EAST OF THE NORTHWEST
 FD1019'END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1024 ***********************************************************************
 FD1024  DESIGNATION -  15 25
 FD1024  PID         -  FD1024
 FD1024  STATE/COUNTY-  TN/LAWRENCE
 FD1024  USGS QUAD   -  DEERFIELD (1976)
 FD1024
 FD1024                         *CURRENT SURVEY CONTROL
 FD1024  ___________________________________________________________________
 FD1024* NAD 83(1986)-  35 18 13.     (N)    087 29 03.     (W)     SCALED    
 FD1024* NAVD 88     -       296.703  (meters)     973.43   (feet)  ADJUSTED  
 FD1024  ___________________________________________________________________
 FD1024  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD1024  DYNAMIC HT  -         296.421 (meters)     972.51  (feet)  COMP
 FD1024  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FD1024
 FD1024  VERT ORDER  -  SECOND    CLASS 0
 FD1024
 FD1024.The horizontal coordinates were scaled from a topographic map and have
 FD1024.an estimated accuracy of +/- 6 seconds.
 FD1024
 FD1024.The orthometric height was determined by differential leveling
 FD1024.and adjusted by the National Geodetic Survey in June 1991..
 FD1024
 FD1024.The geoid height was determined by GEOID03.
 FD1024
 FD1024.The dynamic height is computed by dividing the NAVD 88
 FD1024.geopotential number by the normal gravity value computed on the
 FD1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1024.degrees latitude (g = 980.6199 gals.).
 FD1024
 FD1024.The modeled gravity was interpolated from observed gravity values.
 FD1024
 FD1024;                    North         East    Units  Estimated Accuracy
 FD1024;SPC TN       -   108,680.      465,020.      MT  (+/- 180 meters Scaled)
 FD1024
 FD1024                          SUPERSEDED SURVEY CONTROL
 FD1024
 FD1024  NGVD 29 (??/??/92)  296.660  (m)          973.29   (f) ADJ UNCH    2 0
 FD1024
 FD1024.Superseded values are not recommended for survey control.
 FD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1024.See file dsdata.txt to determine how the superseded data were derived.
 FD1024
 FD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE559068(NAD 83)
 FD1024_MARKER: DD = SURVEY DISK
 FD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1024_STAMPING: 15 25 1962
 FD1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1024+STABILITY: SURFACE MOTION
 FD1024
 FD1024  HISTORY     - Date     Condition        Report By
 FD1024  HISTORY     - 1962     MONUMENTED       TNHD
 FD1024
 FD1024                          STATION DESCRIPTION
 FD1024
 FD1024'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1024'12 MI W FROM LAWRENCEBURG.
 FD1024'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1024'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 12.0 MILES TO THE
 FD1024'MARK ON THE LEFT.  THE MARK IS 35 FEET SOUTH OF THE CENTERLINE
 FD1024'OF U.S. HIGHWAY 64, 86 FEET SOUTHEAST OF A POWER POLE ON THE
 FD1024'NORTH SIDE OF U.S. HIGHWAY 64 AND 2 FEET NORTH OF A WITNESS POST.
 FD1024'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD1024'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0799 ***********************************************************************
 FD0799  DESIGNATION -  15 26
 FD0799  PID         -  FD0799
 FD0799  STATE/COUNTY-  TN/LAWRENCE
 FD0799  USGS QUAD   -  DEERFIELD (1976)
 FD0799
 FD0799                         *CURRENT SURVEY CONTROL
 FD0799  ___________________________________________________________________
 FD0799* NAD 83(1986)-  35 17 57.     (N)    087 26 05.     (W)     SCALED    
 FD0799* NAVD 88     -       292.281  (meters)     958.93   (feet)  ADJUSTED  
 FD0799  ___________________________________________________________________
 FD0799  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0799  DYNAMIC HT  -         292.004 (meters)     958.02  (feet)  COMP
 FD0799  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 FD0799
 FD0799  VERT ORDER  -  SECOND    CLASS 0
 FD0799
 FD0799.The horizontal coordinates were scaled from a topographic map and have
 FD0799.an estimated accuracy of +/- 6 seconds.
 FD0799
 FD0799.The orthometric height was determined by differential leveling
 FD0799.and adjusted by the National Geodetic Survey in June 1991..
 FD0799
 FD0799.The geoid height was determined by GEOID03.
 FD0799
 FD0799.The dynamic height is computed by dividing the NAVD 88
 FD0799.geopotential number by the normal gravity value computed on the
 FD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0799.degrees latitude (g = 980.6199 gals.).
 FD0799
 FD0799.The modeled gravity was interpolated from observed gravity values.
 FD0799
 FD0799;                    North         East    Units  Estimated Accuracy
 FD0799;SPC TN       -   108,120.      469,510.      MT  (+/- 180 meters Scaled)
 FD0799
 FD0799                          SUPERSEDED SURVEY CONTROL
 FD0799
 FD0799  NGVD 29 (??/??/92)  292.239  (m)          958.79   (f) ADJ UNCH    2 0
 FD0799
 FD0799.Superseded values are not recommended for survey control.
 FD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0799.See file dsdata.txt to determine how the superseded data were derived.
 FD0799
 FD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE604063(NAD 83)
 FD0799_MARKER: DD = SURVEY DISK
 FD0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0799_STAMPING: 15 26 1962
 FD0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0799+STABILITY: SURFACE MOTION
 FD0799
 FD0799  HISTORY     - Date     Condition        Report By
 FD0799  HISTORY     - 1962     MONUMENTED       TNHD
 FD0799
 FD0799                          STATION DESCRIPTION
 FD0799
 FD0799'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0799'9 MI W FROM LAWRENCEBURG.
 FD0799'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0799'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 9.1 MILES TO THE
 FD0799'MARK ON THE LEFT.  THE MARK IS 24.5 FEET SOUTH OF THE CENTERLINE
 FD0799'OF U.S. HIGHWAY 64, 25.6 FEET EAST OF A FENCE CORNER, 95 FEET
 FD0799'SOUTHEAST OF A POWER POLE AND 2 FEET NORTH OF A WITNESS POST.
 FD0799'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0799'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0799'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0800 ***********************************************************************
 FD0800  DESIGNATION -  15 27
 FD0800  PID         -  FD0800
 FD0800  STATE/COUNTY-  TN/LAWRENCE
 FD0800  USGS QUAD   -  DEERFIELD (1976)
 FD0800
 FD0800                         *CURRENT SURVEY CONTROL
 FD0800  ___________________________________________________________________
 FD0800* NAD 83(1986)-  35 17 07.     (N)    087 24 14.     (W)     SCALED    
 FD0800* NAVD 88     -       275.946  (meters)     905.33   (feet)  ADJUSTED  
 FD0800  ___________________________________________________________________
 FD0800  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0800  DYNAMIC HT  -         275.684 (meters)     904.47  (feet)  COMP
 FD0800  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FD0800
 FD0800  VERT ORDER  -  SECOND    CLASS 0
 FD0800
 FD0800.The horizontal coordinates were scaled from a topographic map and have
 FD0800.an estimated accuracy of +/- 6 seconds.
 FD0800
 FD0800.The orthometric height was determined by differential leveling
 FD0800.and adjusted by the National Geodetic Survey in June 1991..
 FD0800
 FD0800.The geoid height was determined by GEOID03.
 FD0800
 FD0800.The dynamic height is computed by dividing the NAVD 88
 FD0800.geopotential number by the normal gravity value computed on the
 FD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0800.degrees latitude (g = 980.6199 gals.).
 FD0800
 FD0800.The modeled gravity was interpolated from observed gravity values.
 FD0800
 FD0800;                    North         East    Units  Estimated Accuracy
 FD0800;SPC TN       -   106,530.      472,290.      MT  (+/- 180 meters Scaled)
 FD0800
 FD0800                          SUPERSEDED SURVEY CONTROL
 FD0800
 FD0800  NGVD 29 (??/??/92)  275.904  (m)          905.20   (f) ADJ UNCH    2 0
 FD0800
 FD0800.Superseded values are not recommended for survey control.
 FD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0800.See file dsdata.txt to determine how the superseded data were derived.
 FD0800
 FD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE632047(NAD 83)
 FD0800_MARKER: DD = SURVEY DISK
 FD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0800_STAMPING: 15 27 1962
 FD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0800+STABILITY: SURFACE MOTION
 FD0800
 FD0800  HISTORY     - Date     Condition        Report By
 FD0800  HISTORY     - 1962     MONUMENTED       TNHD
 FD0800
 FD0800                          STATION DESCRIPTION
 FD0800
 FD0800'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0800'7 MI W FROM LAWRENCEBURG.
 FD0800'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0800'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 6.9 MILES TO THE
 FD0800'MARK ON THE RIGHT.  THE MARK IS 26 FEET NORTHEAST OF THE CENTERLINE
 FD0800'OF U.S. HIGHWAY 64, 5 FEET SOUTHWEST OF A WIRE FENCE, 72 FEET
 FD0800'NORTHEAST OF A 4-INCH OAK TREE AND 2 FEET SOUTHWEST OF A WITNESS
 FD0800'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0800'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0800'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0801 ***********************************************************************
 FD0801  DESIGNATION -  15 28
 FD0801  PID         -  FD0801
 FD0801  STATE/COUNTY-  TN/LAWRENCE
 FD0801  USGS QUAD   -  DEERFIELD (1976)
 FD0801
 FD0801                         *CURRENT SURVEY CONTROL
 FD0801  ___________________________________________________________________
 FD0801* NAD 83(1986)-  35 16 36.     (N)    087 23 37.     (W)     SCALED    
 FD0801* NAVD 88     -       276.802  (meters)     908.14   (feet)  ADJUSTED  
 FD0801  ___________________________________________________________________
 FD0801  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0801  DYNAMIC HT  -         276.539 (meters)     907.28  (feet)  COMP
 FD0801  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FD0801
 FD0801  VERT ORDER  -  SECOND    CLASS 0
 FD0801
 FD0801.The horizontal coordinates were scaled from a topographic map and have
 FD0801.an estimated accuracy of +/- 6 seconds.
 FD0801
 FD0801.The orthometric height was determined by differential leveling
 FD0801.and adjusted by the National Geodetic Survey in June 1991..
 FD0801
 FD0801.The geoid height was determined by GEOID03.
 FD0801
 FD0801.The dynamic height is computed by dividing the NAVD 88
 FD0801.geopotential number by the normal gravity value computed on the
 FD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0801.degrees latitude (g = 980.6199 gals.).
 FD0801
 FD0801.The modeled gravity was interpolated from observed gravity values.
 FD0801
 FD0801;                    North         East    Units  Estimated Accuracy
 FD0801;SPC TN       -   105,570.      473,210.      MT  (+/- 180 meters Scaled)
 FD0801
 FD0801                          SUPERSEDED SURVEY CONTROL
 FD0801
 FD0801  NGVD 29 (??/??/92)  276.759  (m)          908.00   (f) ADJ UNCH    2 0
 FD0801
 FD0801.Superseded values are not recommended for survey control.
 FD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0801.See file dsdata.txt to determine how the superseded data were derived.
 FD0801
 FD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE642037(NAD 83)
 FD0801_MARKER: DD = SURVEY DISK
 FD0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0801_STAMPING: 15 28 1962
 FD0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0801+STABILITY: SURFACE MOTION
 FD0801
 FD0801  HISTORY     - Date     Condition        Report By
 FD0801  HISTORY     - 1962     MONUMENTED       TNHD
 FD0801
 FD0801                          STATION DESCRIPTION
 FD0801
 FD0801'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0801'6 MI W FROM LAWRENCEBURG.
 FD0801'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0801'IN LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 6.0 MILES TO THE
 FD0801'INTERSECTION OF SHOTWELL ROAD ON THE LEFT.  THE MARK IS 23 FEET
 FD0801'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 20 FEET NORTH
 FD0801'OF THE CENTERLINE OF SHOTWELL ROAD, 123 FEET EAST OF THE NORTHEAST
 FD0801'CORNER OF A STORE BUILDING AND 4 FEET WEST OF A WITNESS POST.
 FD0801'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0801'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0801'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0806 ***********************************************************************
 FD0806  DESIGNATION -  15 29 A
 FD0806  PID         -  FD0806
 FD0806  STATE/COUNTY-  TN/LAWRENCE
 FD0806  USGS QUAD   -  DEERFIELD (1976)
 FD0806
 FD0806                         *CURRENT SURVEY CONTROL
 FD0806  ___________________________________________________________________
 FD0806* NAD 83(1986)-  35 15 55.     (N)    087 22 58.     (W)     SCALED    
 FD0806* NAVD 88     -       264.220  (meters)     866.86   (feet)  ADJUSTED  
 FD0806  ___________________________________________________________________
 FD0806  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0806  DYNAMIC HT  -         263.968 (meters)     866.03  (feet)  COMP
 FD0806  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FD0806
 FD0806  VERT ORDER  -  SECOND    CLASS 0
 FD0806
 FD0806.The horizontal coordinates were scaled from a topographic map and have
 FD0806.an estimated accuracy of +/- 6 seconds.
 FD0806
 FD0806.The orthometric height was determined by differential leveling
 FD0806.and adjusted by the National Geodetic Survey in June 1991..
 FD0806
 FD0806.The geoid height was determined by GEOID03.
 FD0806
 FD0806.The dynamic height is computed by dividing the NAVD 88
 FD0806.geopotential number by the normal gravity value computed on the
 FD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0806.degrees latitude (g = 980.6199 gals.).
 FD0806
 FD0806.The modeled gravity was interpolated from observed gravity values.
 FD0806
 FD0806;                    North         East    Units  Estimated Accuracy
 FD0806;SPC TN       -   104,290.      474,180.      MT  (+/- 180 meters Scaled)
 FD0806
 FD0806                          SUPERSEDED SURVEY CONTROL
 FD0806
 FD0806  NGVD 29 (??/??/92)  264.177  (m)          866.72   (f) ADJ UNCH    2 0
 FD0806
 FD0806.Superseded values are not recommended for survey control.
 FD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0806.See file dsdata.txt to determine how the superseded data were derived.
 FD0806
 FD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE651025(NAD 83)
 FD0806_MARKER: DD = SURVEY DISK
 FD0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0806_SP_SET: CONCRETE
 FD0806_STAMPING: 15 29 A 1962
 FD0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0806
 FD0806  HISTORY     - Date     Condition        Report By
 FD0806  HISTORY     - 1962     MONUMENTED       TNHD
 FD0806
 FD0806                          STATION DESCRIPTION
 FD0806
 FD0806'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0806'5 MI W FROM LAWRENCEBURG.
 FD0806'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0806'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 5.0 MILES TO A SMALL
 FD0806'CONCRETE BRIDGE AT A DIP IN THE HIGHWAY.  THE MARK IS 15 FEET
 FD0806'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 70 FEET SOUTHEAST
 FD0806'OF A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY, 55 FEET SOUTHEAST
 FD0806'OF A PAVED DRIVEWAY AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0806'DISK CEMENTED FLUSH, IN A DRILLED HOLE ON TOP OF THE CONCRETE
 FD0806'BASE OF THE SOUTH RAIL AND 3-INCHES EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0808 ***********************************************************************
 FD0808  DESIGNATION -  15 29 B
 FD0808  PID         -  FD0808
 FD0808  STATE/COUNTY-  TN/LAWRENCE
 FD0808  USGS QUAD   -  ETHRIDGE (1988)
 FD0808
 FD0808                         *CURRENT SURVEY CONTROL
 FD0808  ___________________________________________________________________
 FD0808* NAD 83(1986)-  35 15 15.     (N)    087 22 19.     (W)     SCALED    
 FD0808* NAVD 88     -       268.457  (meters)     880.76   (feet)  ADJUSTED  
 FD0808  ___________________________________________________________________
 FD0808  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0808  DYNAMIC HT  -         268.202 (meters)     879.93  (feet)  COMP
 FD0808  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FD0808
 FD0808  VERT ORDER  -  SECOND    CLASS 0
 FD0808
 FD0808.The horizontal coordinates were scaled from a topographic map and have
 FD0808.an estimated accuracy of +/- 6 seconds.
 FD0808
 FD0808.The orthometric height was determined by differential leveling
 FD0808.and adjusted by the National Geodetic Survey in June 1991..
 FD0808
 FD0808.The geoid height was determined by GEOID03.
 FD0808
 FD0808.The dynamic height is computed by dividing the NAVD 88
 FD0808.geopotential number by the normal gravity value computed on the
 FD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0808.degrees latitude (g = 980.6199 gals.).
 FD0808
 FD0808.The modeled gravity was interpolated from observed gravity values.
 FD0808
 FD0808;                    North         East    Units  Estimated Accuracy
 FD0808;SPC TN       -   103,040.      475,150.      MT  (+/- 180 meters Scaled)
 FD0808
 FD0808                          SUPERSEDED SURVEY CONTROL
 FD0808
 FD0808  NGVD 29 (??/??/92)  268.415  (m)          880.62   (f) ADJ UNCH    2 0
 FD0808
 FD0808.Superseded values are not recommended for survey control.
 FD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0808.See file dsdata.txt to determine how the superseded data were derived.
 FD0808
 FD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE661012(NAD 83)
 FD0808_MARKER: DD = SURVEY DISK
 FD0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0808_SP_SET: CULVERT
 FD0808_STAMPING: 15 29 B
 FD0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0808
 FD0808  HISTORY     - Date     Condition        Report By
 FD0808  HISTORY     - UNK      MONUMENTED       TNGS
 FD0808  HISTORY     - 1962     GOOD             TNHD
 FD0808
 FD0808                          STATION DESCRIPTION
 FD0808
 FD0808'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0808'4 MI W FROM LAWRENCEBURG.
 FD0808'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0808'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 3.9 MILES TO THE
 FD0808'MARK ON THE RIGHT.  THE MARK IS 17 FEET NORTHEAST OF THE CENTERLINE
 FD0808'OF U.S. HIGHWAY 64, 85 FEET NORTH OF A POWER POLE AND IS A
 FD0808'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A
 FD0808'DRILLED HOLE ON TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 FD0808'ABOUT 2 FEET BELOW THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0816 ***********************************************************************
 FD0816  DESIGNATION -  15 29 C
 FD0816  PID         -  FD0816
 FD0816  STATE/COUNTY-  TN/LAWRENCE
 FD0816  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0816
 FD0816                         *CURRENT SURVEY CONTROL
 FD0816  ___________________________________________________________________
 FD0816* NAD 83(1986)-  35 14 27.     (N)    087 19 51.     (W)     SCALED    
 FD0816* NAVD 88     -       271.942  (meters)     892.20   (feet)  ADJUSTED  
 FD0816  ___________________________________________________________________
 FD0816  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0816  DYNAMIC HT  -         271.682 (meters)     891.34  (feet)  COMP
 FD0816  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0816
 FD0816  VERT ORDER  -  FIRST     CLASS II
 FD0816
 FD0816.The horizontal coordinates were scaled from a topographic map and have
 FD0816.an estimated accuracy of +/- 6 seconds.
 FD0816
 FD0816.The orthometric height was determined by differential leveling
 FD0816.and adjusted by the National Geodetic Survey in June 1991..
 FD0816
 FD0816.The geoid height was determined by GEOID03.
 FD0816
 FD0816.The dynamic height is computed by dividing the NAVD 88
 FD0816.geopotential number by the normal gravity value computed on the
 FD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0816.degrees latitude (g = 980.6199 gals.).
 FD0816
 FD0816.The modeled gravity was interpolated from observed gravity values.
 FD0816
 FD0816;                    North         East    Units  Estimated Accuracy
 FD0816;SPC TN       -   101,510.      478,870.      MT  (+/- 180 meters Scaled)
 FD0816
 FD0816                          SUPERSEDED SURVEY CONTROL
 FD0816
 FD0816  NGVD 29 (??/??/92)  271.902  (m)          892.07   (f) ADJ UNCH    1 2
 FD0816
 FD0816.Superseded values are not recommended for survey control.
 FD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0816.See file dsdata.txt to determine how the superseded data were derived.
 FD0816
 FD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD699998(NAD 83)
 FD0816_MARKER: DD = SURVEY DISK
 FD0816_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0816_STAMPING: 15 29 C 1962
 FD0816_MARK LOGO: TNHD  
 FD0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0816+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0816
 FD0816  HISTORY     - Date     Condition        Report By
 FD0816  HISTORY     - 1962     MONUMENTED       TNHD
 FD0816  HISTORY     - 1983     GOOD             NGS
 FD0816  HISTORY     - 20010226 GOOD             TNDT
 FD0816
 FD0816                          STATION DESCRIPTION
 FD0816
 FD0816'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0816'AT LAWRENCEBURG.
 FD0816'AT THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0816'LAWRENCEBURG, 21 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 FD0816'44 FEET EAST OF A POWER POLE AND A STANDARD TENNESSEE HIGHWAY
 FD0816'DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED HOLE ON TOP OF A
 FD0816'RAISED PORTION OF THE SIDEWALK 3-INCHES SOUTH FROM THE EDGE
 FD0816'OF THE CURB.
 FD0816
 FD0816                          STATION RECOVERY (1983)
 FD0816
 FD0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0816'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. IN
 FD0816'LAWRENCEBURG, AT THE INTERSECTION OF U.S. HIGHWAYS 64 AND 43, A
 FD0816'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF THE SOUTH CURB OF
 FD0816'HIGHWAY 64, 5.8 METERS (19.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 FD0816'64, 14.3 METERS (47.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 43,
 FD0816'6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 FD0816'13.0 METERS (42.6 FT) WEST OF A TRAFFIC LIGHT CONTROL POLE, AND
 FD0816'13.41 METERS (44.0 FT) EAST OF A POWER POLE.
 FD0816'THE MARK IS 0.12 M ABOVE HIGHWAY 64.
 FD0816
 FD0816                          STATION RECOVERY (2001)
 FD0816
 FD0816'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0323 ***********************************************************************
 FE0323  DESIGNATION -  15 3
 FE0323  PID         -  FE0323
 FE0323  STATE/COUNTY-  TN/HARDIN
 FE0323  USGS QUAD   -  SAVANNAH (1991)
 FE0323
 FE0323                         *CURRENT SURVEY CONTROL
 FE0323  ___________________________________________________________________
 FE0323* NAD 83(1986)-  35 14 40.     (N)    088 09 40.     (W)     SCALED    
 FE0323* NAVD 88     -       125.684  (meters)     412.35   (feet)  ADJUSTED  
 FE0323  ___________________________________________________________________
 FE0323  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0323  DYNAMIC HT  -         125.570 (meters)     411.97  (feet)  COMP
 FE0323  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 FE0323
 FE0323  VERT ORDER  -  SECOND    CLASS 0
 FE0323
 FE0323.The horizontal coordinates were scaled from a topographic map and have
 FE0323.an estimated accuracy of +/- 6 seconds.
 FE0323
 FE0323.The orthometric height was determined by differential leveling
 FE0323.and adjusted by the National Geodetic Survey in June 1991..
 FE0323
 FE0323.The geoid height was determined by GEOID03.
 FE0323
 FE0323.The dynamic height is computed by dividing the NAVD 88
 FE0323.geopotential number by the normal gravity value computed on the
 FE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0323.degrees latitude (g = 980.6199 gals.).
 FE0323
 FE0323.The modeled gravity was interpolated from observed gravity values.
 FE0323
 FE0323;                    North         East    Units  Estimated Accuracy
 FE0323;SPC TN       -   103,260.      403,320.      MT  (+/- 180 meters Scaled)
 FE0323
 FE0323                          SUPERSEDED SURVEY CONTROL
 FE0323
 FE0323  NGVD 29 (??/??/??)  125.700  (m)          412.40   (f) ADJUSTED    2 0
 FE0323
 FE0323.Superseded values are not recommended for survey control.
 FE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0323.See file dsdata.txt to determine how the superseded data were derived.
 FE0323
 FE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE943007(NAD 83)
 FE0323_MARKER: DD = SURVEY DISK
 FE0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0323_STAMPING: 15-3 1962
 FE0323_MARK LOGO: TNHD  
 FE0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0323+STABILITY: SURFACE MOTION
 FE0323
 FE0323  HISTORY     - Date     Condition        Report By
 FE0323  HISTORY     - 1962     MONUMENTED       TNHD
 FE0323  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0323
 FE0323                          STATION DESCRIPTION
 FE0323
 FE0323'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0323'5.6 MI E FROM SAVANNAH.
 FE0323'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON
 FE0323'U.S. HIGHWAY 64 FOR 5.64 MILES TO THE MARK ON THE LEFT.  THE
 FE0323'MARK IS LOCATED 31 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 FE0323'64, 48 FEET NORTHWEST OF THE NORTHWEST OF HEADWALL OF A 5
 FE0323'FOOT CONCRETE BOX CULVERT, 4.5 FEET EAST OF A POWER POLE AND
 FE0323'2 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0323'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 FE0323'FLUSH WITH THE GROUND.
 FE0323
 FE0323                          STATION RECOVERY (1972)
 FE0323
 FE0323'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1755 ***********************************************************************
 GA1755  DESIGNATION -  15 44 7
 GA1755  PID         -  GA1755
 GA1755  STATE/COUNTY-  TN/COCKE
 GA1755  USGS QUAD   -  RANKIN (1980)
 GA1755
 GA1755                         *CURRENT SURVEY CONTROL
 GA1755  ___________________________________________________________________
 GA1755* NAD 83(1986)-  36 03 23.     (N)    083 13 12.     (W)     SCALED    
 GA1755* NAVD 88     -       306.221  (meters)    1004.66   (feet)  ADJUSTED  
 GA1755  ___________________________________________________________________
 GA1755  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1755  DYNAMIC HT  -         305.935 (meters)    1003.72  (feet)  COMP
 GA1755  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA1755
 GA1755  VERT ORDER  -  FIRST     CLASS I
 GA1755
 GA1755.The horizontal coordinates were scaled from a topographic map and have
 GA1755.an estimated accuracy of +/- 6 seconds.
 GA1755
 GA1755.The orthometric height was determined by differential leveling
 GA1755.and adjusted by the National Geodetic Survey in June 1991..
 GA1755
 GA1755.The geoid height was determined by GEOID03.
 GA1755
 GA1755.The dynamic height is computed by dividing the NAVD 88
 GA1755.geopotential number by the normal gravity value computed on the
 GA1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1755.degrees latitude (g = 980.6199 gals.).
 GA1755
 GA1755.The modeled gravity was interpolated from observed gravity values.
 GA1755
 GA1755;                    North         East    Units  Estimated Accuracy
 GA1755;SPC TN       -   194,730.      850,430.      MT  (+/- 180 meters Scaled)
 GA1755
 GA1755                          SUPERSEDED SURVEY CONTROL
 GA1755
 GA1755  NGVD 29 (??/??/92)  306.364  (m)         1005.13   (f) ADJ UNCH    1 1
 GA1755
 GA1755.Superseded values are not recommended for survey control.
 GA1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1755.See file dsdata.txt to determine how the superseded data were derived.
 GA1755
 GA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV000924(NAD 83)
 GA1755_MARKER: DD = SURVEY DISK
 GA1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1755_STAMPING: 15 44 7
 GA1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1755+STABILITY: SURFACE MOTION
 GA1755
 GA1755  HISTORY     - Date     Condition        Report By
 GA1755  HISTORY     - UNK      MONUMENTED       TNDG
 GA1755  HISTORY     - 1967     GOOD             NGS
 GA1755
 GA1755                          STATION DESCRIPTION
 GA1755
 GA1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1755'5.7 MI SE FROM WHITE PINE.
 GA1755'ABOUT 5.7 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1755'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.4 MILE NORTHWEST
 GA1755'OF MILEPOST 213, 0.1 MILE NORTHWEST OF THE RESIDENCE OF MR.
 GA1755'ROBEY E. GRUBB, 113 FEET EAST OF A SWITCH SIGNAL LIGHT, 85 1/2
 GA1755'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 70 FEET
 GA1755'NORTH OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 GA1755'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A TENNESSEE
 GA1755'DIVISION OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE POST
 GA1755'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1747 ***********************************************************************
 GA1747  DESIGNATION -  15 45 4
 GA1747  PID         -  GA1747
 GA1747  STATE/COUNTY-  TN/COCKE
 GA1747  USGS QUAD   -  RANKIN (1980)
 GA1747
 GA1747                         *CURRENT SURVEY CONTROL
 GA1747  ___________________________________________________________________
 GA1747* NAD 83(1986)-  36 01 25.     (N)    083 12 26.     (W)     SCALED    
 GA1747* NAVD 88     -       313.014  (meters)    1026.95   (feet)  ADJUSTED  
 GA1747  ___________________________________________________________________
 GA1747  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1747  DYNAMIC HT  -         312.720 (meters)    1025.98  (feet)  COMP
 GA1747  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 GA1747
 GA1747  VERT ORDER  -  FIRST     CLASS I
 GA1747
 GA1747.The horizontal coordinates were scaled from a topographic map and have
 GA1747.an estimated accuracy of +/- 6 seconds.
 GA1747
 GA1747.The orthometric height was determined by differential leveling
 GA1747.and adjusted by the National Geodetic Survey in June 1991..
 GA1747
 GA1747.The geoid height was determined by GEOID03.
 GA1747
 GA1747.The dynamic height is computed by dividing the NAVD 88
 GA1747.geopotential number by the normal gravity value computed on the
 GA1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1747.degrees latitude (g = 980.6199 gals.).
 GA1747
 GA1747.The modeled gravity was interpolated from observed gravity values.
 GA1747
 GA1747;                    North         East    Units  Estimated Accuracy
 GA1747;SPC TN       -   191,130.      851,690.      MT  (+/- 180 meters Scaled)
 GA1747
 GA1747                          SUPERSEDED SURVEY CONTROL
 GA1747
 GA1747  NGVD 29 (??/??/92)  313.157  (m)         1027.42   (f) ADJ UNCH    1 1
 GA1747
 GA1747.Superseded values are not recommended for survey control.
 GA1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1747.See file dsdata.txt to determine how the superseded data were derived.
 GA1747
 GA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV011888(NAD 83)
 GA1747_MARKER: DD = SURVEY DISK
 GA1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1747_STAMPING: 15 45 4
 GA1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1747+STABILITY: SURFACE MOTION
 GA1747
 GA1747  HISTORY     - Date     Condition        Report By
 GA1747  HISTORY     - UNK      MONUMENTED       TNDG
 GA1747  HISTORY     - 1967     GOOD             NGS
 GA1747
 GA1747                          STATION DESCRIPTION
 GA1747
 GA1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1747'4.4 MI N FROM NEWPORT.
 GA1747'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA1747'RAILROAD FROM THE STATION AT NEWPORT, THENCE 0.3 MILE NORTHWEST
 GA1747'ALONG AN OLD PAVED ROAD, 0.45 MILE NORTHWEST OF A BUILDING
 GA1747'WHICH IS OCCUPIED BY THE SONOCO PAPER COMPANY, 145 YARDS SOUTHEAST
 GA1747'OF THE JUNCTION OF PAVED ROADS, 100 FEET NORTHEAST OF THE
 GA1747'CENTERLINE OF A PAVED ROAD, 28 FEET SOUTHWEST OF THE CENTERLINE
 GA1747'OF THE OLDER PAVED ROAD, 31 FEET SOUTHEAST OF POWER POLE NUMBER
 GA1747'106, 14 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST
 GA1747'FOR THE HIGHWAY, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 GA1747'ABOUT LEVEL WITH THE PAVED ROADS, AND SET IN THE TOP OF A
 GA1747'CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0331 ***********************************************************************
 FE0331  DESIGNATION -  15 5
 FE0331  PID         -  FE0331
 FE0331  STATE/COUNTY-  TN/HARDIN
 FE0331  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0331
 FE0331                         *CURRENT SURVEY CONTROL
 FE0331  ___________________________________________________________________
 FE0331* NAD 83(1986)-  35 14 45.     (N)    088 05 32.     (W)     SCALED    
 FE0331* NAVD 88     -       155.553  (meters)     510.34   (feet)  ADJUSTED  
 FE0331  ___________________________________________________________________
 FE0331  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0331  DYNAMIC HT  -         155.410 (meters)     509.87  (feet)  COMP
 FE0331  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FE0331
 FE0331  VERT ORDER  -  SECOND    CLASS 0
 FE0331
 FE0331.The horizontal coordinates were scaled from a topographic map and have
 FE0331.an estimated accuracy of +/- 6 seconds.
 FE0331
 FE0331.The orthometric height was determined by differential leveling
 FE0331.and adjusted by the National Geodetic Survey in June 1991..
 FE0331
 FE0331.The geoid height was determined by GEOID03.
 FE0331
 FE0331.The dynamic height is computed by dividing the NAVD 88
 FE0331.geopotential number by the normal gravity value computed on the
 FE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0331.degrees latitude (g = 980.6199 gals.).
 FE0331
 FE0331.The modeled gravity was interpolated from observed gravity values.
 FE0331
 FE0331;                    North         East    Units  Estimated Accuracy
 FE0331;SPC TN       -   103,280.      409,590.      MT  (+/- 180 meters Scaled)
 FE0331
 FE0331                          SUPERSEDED SURVEY CONTROL
 FE0331
 FE0331  NGVD 29 (??/??/??)  155.567  (m)          510.39   (f) ADJUSTED    2 0
 FE0331
 FE0331.Superseded values are not recommended for survey control.
 FE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0331.See file dsdata.txt to determine how the superseded data were derived.
 FE0331
 FE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE006008(NAD 83)
 FE0331_MARKER: DD = SURVEY DISK
 FE0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0331_STAMPING: 15-5 1962
 FE0331_MARK LOGO: TNHD  
 FE0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0331+STABILITY: SURFACE MOTION
 FE0331
 FE0331  HISTORY     - Date     Condition        Report By
 FE0331  HISTORY     - 1962     MONUMENTED       TNHD
 FE0331  HISTORY     - 1972     GOOD             TVA
 FE0331
 FE0331                          STATION DESCRIPTION
 FE0331
 FE0331'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0331'4.2 MI W FROM OLIVE HILL.
 FE0331'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64
 FE0331'FOR 4.20 MILES TO A TRACK ROAD LEFT.  TURN LEFT FOR 0.05 MILE
 FE0331'TO THE MARK ON THE LEFT NEAR AN OLD ABANDONED HOUSE.  THE
 FE0331'MARK IS LOCATED 15.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 FE0331'TRACK ROAD, 17.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE0331'SMALL ABANDONED FRAME HOUSE, 2.6 FEET EAST OF A POWER POLE
 FE0331'AND 2.7 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FE0331'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FE0331'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- MONUMENT
 FE0331'IS 30 FT N FROM SMALL BRANCH 300 PLUS OR MINUS S FROM HWY OLD
 FE0331'HOUSE AND POWER POLE DESCRIBED HAVE BEEN REMOVED.  E 58 FT TO 24
 FE0331'IN WALNUT, N 73.8 TO FENCE COR. W 29.5 TO FENCE COR.
 FE0331
 FE0331                          STATION RECOVERY (1972)
 FE0331
 FE0331'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0339 ***********************************************************************
 FE0339  DESIGNATION -  15 6
 FE0339  PID         -  FE0339
 FE0339  STATE/COUNTY-  TN/HARDIN
 FE0339  USGS QUAD   -  OLIVEHILL (1972)
 FE0339
 FE0339                         *CURRENT SURVEY CONTROL
 FE0339  ___________________________________________________________________
 FE0339* NAD 83(1986)-  35 15 33.     (N)    088 03 54.     (W)     SCALED    
 FE0339* NAVD 88     -       155.518  (meters)     510.23   (feet)  ADJUSTED  
 FE0339  ___________________________________________________________________
 FE0339  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0339  DYNAMIC HT  -         155.374 (meters)     509.76  (feet)  COMP
 FE0339  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FE0339
 FE0339  VERT ORDER  -  SECOND    CLASS 0
 FE0339
 FE0339.The horizontal coordinates were scaled from a topographic map and have
 FE0339.an estimated accuracy of +/- 6 seconds.
 FE0339
 FE0339.The orthometric height was determined by differential leveling
 FE0339.and adjusted by the National Geodetic Survey in June 1991..
 FE0339
 FE0339.The geoid height was determined by GEOID03.
 FE0339
 FE0339.The dynamic height is computed by dividing the NAVD 88
 FE0339.geopotential number by the normal gravity value computed on the
 FE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0339.degrees latitude (g = 980.6199 gals.).
 FE0339
 FE0339.The modeled gravity was interpolated from observed gravity values.
 FE0339
 FE0339;                    North         East    Units  Estimated Accuracy
 FE0339;SPC TN       -   104,700.      412,100.      MT  (+/- 180 meters Scaled)
 FE0339
 FE0339                          SUPERSEDED SURVEY CONTROL
 FE0339
 FE0339  NGVD 29 (??/??/??)  155.523  (m)          510.25   (f) ADJUSTED    2 0
 FE0339
 FE0339.Superseded values are not recommended for survey control.
 FE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0339.See file dsdata.txt to determine how the superseded data were derived.
 FE0339
 FE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE031023(NAD 83)
 FE0339_MARKER: DD = SURVEY DISK
 FE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0339_STAMPING: 15-6 1962
 FE0339_MARK LOGO: TNHD  
 FE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0339+STABILITY: SURFACE MOTION
 FE0339
 FE0339  HISTORY     - Date     Condition        Report By
 FE0339  HISTORY     - 1962     MONUMENTED       TNHD
 FE0339
 FE0339                          STATION DESCRIPTION
 FE0339
 FE0339'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0339'2.2 MI W FROM OLIVE HILL.
 FE0339'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64
 FE0339'FOR 2.27 MILES TO A SMALL CREEK.  THE MARK IS LOCATED APPROX.
 FE0339'30 PACES NORTH OF THE CENTERLINE U.S. HIGHWAY 64, 27.5 FEET
 FE0339'NORTHWEST OF A TRIPLE TRUNK SYCAMORE TREE, 79 FEET SOUTHEAST
 FE0339'OF A 30-INCH CEDAR TREE, 9 FEET NORTHEAST OF THE NORTHEAST
 FE0339'BANK OF A SMALL CREEK AND 1.8 FEET WEST OF A WITNESS POST.
 FE0339'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0339'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0351 ***********************************************************************
 FE0351  DESIGNATION -  15 7
 FE0351  PID         -  FE0351
 FE0351  STATE/COUNTY-  TN/HARDIN
 FE0351  USGS QUAD   -  OLIVEHILL (1972)
 FE0351
 FE0351                         *CURRENT SURVEY CONTROL
 FE0351  ___________________________________________________________________
 FE0351* NAD 83(1986)-  35 16 35.     (N)    088 01 21.     (W)     SCALED    
 FE0351* NAVD 88     -       143.746  (meters)     471.61   (feet)  ADJUSTED  
 FE0351  ___________________________________________________________________
 FE0351  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0351  DYNAMIC HT  -         143.613 (meters)     471.17  (feet)  COMP
 FE0351  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 FE0351
 FE0351  VERT ORDER  -  SECOND    CLASS 0
 FE0351
 FE0351.The horizontal coordinates were scaled from a topographic map and have
 FE0351.an estimated accuracy of +/- 6 seconds.
 FE0351
 FE0351.The orthometric height was determined by differential leveling
 FE0351.and adjusted by the National Geodetic Survey in June 1991..
 FE0351
 FE0351.The geoid height was determined by GEOID03.
 FE0351
 FE0351.The dynamic height is computed by dividing the NAVD 88
 FE0351.geopotential number by the normal gravity value computed on the
 FE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0351.degrees latitude (g = 980.6199 gals.).
 FE0351
 FE0351.The modeled gravity was interpolated from observed gravity values.
 FE0351
 FE0351;                    North         East    Units  Estimated Accuracy
 FE0351;SPC TN       -   106,530.      416,010.      MT  (+/- 180 meters Scaled)
 FE0351
 FE0351                          SUPERSEDED SURVEY CONTROL
 FE0351
 FE0351  NGVD 29 (??/??/??)  143.752  (m)          471.63   (f) ADJUSTED    2 0
 FE0351
 FE0351.Superseded values are not recommended for survey control.
 FE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0351.See file dsdata.txt to determine how the superseded data were derived.
 FE0351
 FE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE070041(NAD 83)
 FE0351_MARKER: DD = SURVEY DISK
 FE0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0351_STAMPING: 15-7 1962
 FE0351_MARK LOGO: TNHD  
 FE0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0351+STABILITY: SURFACE MOTION
 FE0351
 FE0351  HISTORY     - Date     Condition        Report By
 FE0351  HISTORY     - 1962     MONUMENTED       TNHD
 FE0351
 FE0351                          STATION DESCRIPTION
 FE0351
 FE0351'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0351'0.6 MI E FROM OLIVE HILL.
 FE0351'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FE0351'0.62 MILE TO THE MARK ON THE LEFT NEAR AN ARCH BRIDGE OVER
 FE0351'INDIAN CREEK.  THE MARK IS LOCATED 63 FEET NORTHWEST OF THE
 FE0351'CENTERLINE OF U.S. HIGHWAY 64, 292 FEET SOUTHWEST OF THE SOUTHWEST
 FE0351'WING WALL OF THE ARCH BRIDGE OVER INDIAN CREEK, AND 2 FEET
 FE0351'EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0351'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0351'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0352 ***********************************************************************
 FE0352  DESIGNATION -  15 8
 FE0352  PID         -  FE0352
 FE0352  STATE/COUNTY-  TN/HARDIN
 FE0352  USGS QUAD   -  OLIVEHILL (1972)
 FE0352
 FE0352                         *CURRENT SURVEY CONTROL
 FE0352  ___________________________________________________________________
 FE0352* NAD 83(1986)-  35 16 42.     (N)    088 00 15.     (W)     SCALED    
 FE0352* NAVD 88     -       140.685  (meters)     461.56   (feet)  ADJUSTED  
 FE0352  ___________________________________________________________________
 FE0352  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0352  DYNAMIC HT  -         140.555 (meters)     461.14  (feet)  COMP
 FE0352  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FE0352
 FE0352  VERT ORDER  -  SECOND    CLASS 0
 FE0352
 FE0352.The horizontal coordinates were scaled from a topographic map and have
 FE0352.an estimated accuracy of +/- 6 seconds.
 FE0352
 FE0352.The orthometric height was determined by differential leveling
 FE0352.and adjusted by the National Geodetic Survey in June 1991..
 FE0352
 FE0352.The geoid height was determined by GEOID03.
 FE0352
 FE0352.The dynamic height is computed by dividing the NAVD 88
 FE0352.geopotential number by the normal gravity value computed on the
 FE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0352.degrees latitude (g = 980.6199 gals.).
 FE0352
 FE0352.The modeled gravity was interpolated from observed gravity values.
 FE0352
 FE0352;                    North         East    Units  Estimated Accuracy
 FE0352;SPC TN       -   106,720.      417,680.      MT  (+/- 180 meters Scaled)
 FE0352
 FE0352                          SUPERSEDED SURVEY CONTROL
 FE0352
 FE0352  NGVD 29 (??/??/??)  140.692  (m)          461.59   (f) ADJUSTED    2 0
 FE0352
 FE0352.Superseded values are not recommended for survey control.
 FE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0352.See file dsdata.txt to determine how the superseded data were derived.
 FE0352
 FE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE086043(NAD 83)
 FE0352_MARKER: DD = SURVEY DISK
 FE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0352_STAMPING: 15-8 1962
 FE0352_MARK LOGO: TNHD  
 FE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0352+STABILITY: SURFACE MOTION
 FE0352
 FE0352  HISTORY     - Date     Condition        Report By
 FE0352  HISTORY     - 1962     MONUMENTED       TNHD
 FE0352
 FE0352                          STATION DESCRIPTION
 FE0352
 FE0352'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0352'1.7 MI E FROM OLIVE HILL.
 FE0352'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64
 FE0352'FOR 1.70 MILES TO A GRAVELED ROAD RIGHT.  TURH RIGHT ON THE
 FE0352'GRAVELED ROAD FOR 0.07 MILE TO THE MARK ON THE LEFT NEAR A PIPE
 FE0352'LINE.  THE MARK IS 14 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE0352'ROAD, 2 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTHWEST OF
 FE0352'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0352'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FE0352'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0954 ***********************************************************************
 FD0954  DESIGNATION -  15 9
 FD0954  PID         -  FD0954
 FD0954  STATE/COUNTY-  TN/WAYNE
 FD0954  USGS QUAD   -  EAGLE CREEK (1972)
 FD0954
 FD0954                         *CURRENT SURVEY CONTROL
 FD0954  ___________________________________________________________________
 FD0954* NAD 83(1986)-  35 17 19.     (N)    087 58 49.     (W)     SCALED    
 FD0954* NAVD 88     -       161.942  (meters)     531.30   (feet)  ADJUSTED  
 FD0954  ___________________________________________________________________
 FD0954  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0954  DYNAMIC HT  -         161.791 (meters)     530.81  (feet)  COMP
 FD0954  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FD0954
 FD0954  VERT ORDER  -  SECOND    CLASS 0
 FD0954
 FD0954.The horizontal coordinates were scaled from a topographic map and have
 FD0954.an estimated accuracy of +/- 6 seconds.
 FD0954
 FD0954.The orthometric height was determined by differential leveling
 FD0954.and adjusted by the National Geodetic Survey in June 1991..
 FD0954
 FD0954.The geoid height was determined by GEOID03.
 FD0954
 FD0954.The dynamic height is computed by dividing the NAVD 88
 FD0954.geopotential number by the normal gravity value computed on the
 FD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0954.degrees latitude (g = 980.6199 gals.).
 FD0954
 FD0954.The modeled gravity was interpolated from observed gravity values.
 FD0954
 FD0954;                    North         East    Units  Estimated Accuracy
 FD0954;SPC TN       -   107,810.      419,880.      MT  (+/- 180 meters Scaled)
 FD0954
 FD0954                          SUPERSEDED SURVEY CONTROL
 FD0954
 FD0954  NGVD 29 (??/??/92)  161.948  (m)          531.32   (f) ADJ UNCH    2 0
 FD0954
 FD0954.Superseded values are not recommended for survey control.
 FD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0954.See file dsdata.txt to determine how the superseded data were derived.
 FD0954
 FD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE108054(NAD 83)
 FD0954_MARKER: DD = SURVEY DISK
 FD0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0954_SP_SET: CULVERT
 FD0954_STAMPING: 15-9 1962
 FD0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0954
 FD0954  HISTORY     - Date     Condition        Report By
 FD0954  HISTORY     - 1962     MONUMENTED       TNHD
 FD0954
 FD0954                          STATION DESCRIPTION
 FD0954
 FD0954'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0954'3.5 MI E FROM OLIVE HILL.
 FD0954'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0954'3.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 FD0954'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED
 FD0954'HOLE IN THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4 FOOT
 FD0954'CONCRETE BOX CULVERT NEAR THE HARDIN-WAYNE COUNTY LINE AND 27
 FD0954'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0420 ***********************************************************************
 GC0420  DESIGNATION -  15.0
 GC0420  PID         -  GC0420
 GC0420  STATE/COUNTY-  TN/RUTHERFORD
 GC0420  USGS QUAD   -  LA VERGNE (1983)
 GC0420
 GC0420                         *CURRENT SURVEY CONTROL
 GC0420  ___________________________________________________________________
 GC0420* NAD 83(1986)-  36 01 19.     (N)    086 35 32.     (W)     SCALED    
 GC0420* NAVD 88     -       169.637  (meters)     556.55   (feet)  ADJUSTED  
 GC0420  ___________________________________________________________________
 GC0420  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0420  DYNAMIC HT  -         169.490 (meters)     556.07  (feet)  COMP
 GC0420  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GC0420
 GC0420  VERT ORDER  -  FIRST     CLASS II
 GC0420
 GC0420.The horizontal coordinates were scaled from a topographic map and have
 GC0420.an estimated accuracy of +/- 6 seconds.
 GC0420
 GC0420.The orthometric height was determined by differential leveling
 GC0420.and adjusted by the National Geodetic Survey in June 1991..
 GC0420
 GC0420.The geoid height was determined by GEOID03.
 GC0420
 GC0420.The dynamic height is computed by dividing the NAVD 88
 GC0420.geopotential number by the normal gravity value computed on the
 GC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0420.degrees latitude (g = 980.6199 gals.).
 GC0420
 GC0420.The modeled gravity was interpolated from observed gravity values.
 GC0420
 GC0420;                    North         East    Units  Estimated Accuracy
 GC0420;SPC TN       -   187,510.      546,620.      MT  (+/- 180 meters Scaled)
 GC0420
 GC0420                          SUPERSEDED SURVEY CONTROL
 GC0420
 GC0420  NGVD 29 (??/??/92)  169.657  (m)          556.62   (f) ADJ UNCH    1 2
 GC0420
 GC0420.Superseded values are not recommended for survey control.
 GC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0420.See file dsdata.txt to determine how the superseded data were derived.
 GC0420
 GC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE367864(NAD 83)
 GC0420_MARKER: B = BOLT
 GC0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0420_SP_SET: BRIDGE
 GC0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0420
 GC0420  HISTORY     - Date     Condition        Report By
 GC0420  HISTORY     - UNK      MONUMENTED       NCRR
 GC0420  HISTORY     - 1949     GOOD             NGS
 GC0420
 GC0420                          STATION DESCRIPTION
 GC0420
 GC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0420'0.8 MI W FROM LA VERGNE.
 GC0420'0.75 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0420'RAILWAY FROM THE STATION AT LA VERGNE, THE TOP OF THE WEST BOLT
 GC0420'HEAD IN THE NORTH BALAST RAILING OF RAILWAY BRIDGE NO. 15.0
 GC0420'OVER HURRICAN CREEK, 58 FEET SOUTHEAST OF THE RUTHERFORD-DAVIDSON
 GC0420'COUNTY LINE POST, 3 1/2 FEET NORTH OF THE NORTH RAIL AND ABOUT
 GC0420'1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2653 ***********************************************************************
 AJ2653  DESIGNATION -  150
 AJ2653  PID         -  AJ2653
 AJ2653  STATE/COUNTY-  TN/SHELBY
 AJ2653  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2653
 AJ2653                         *CURRENT SURVEY CONTROL
 AJ2653  ___________________________________________________________________
 AJ2653* NAD 83(1995)-  35 01 15.15425(N)    089 57 15.43511(W)     ADJUSTED  
 AJ2653* NAVD 88     -       110.61   (meters)     362.9    (feet)  LEVELING  
 AJ2653  ___________________________________________________________________
 AJ2653  X           -       4,172.001 (meters)                     COMP
 AJ2653  Y           -  -5,229,164.560 (meters)                     COMP
 AJ2653  Z           -   3,639,811.591 (meters)                     COMP
 AJ2653  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AJ2653  ELLIP HEIGHT-          83.21  (meters)          (04/26/01) GPS OBS
 AJ2653  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2653
 AJ2653  HORZ ORDER  -  FIRST
 AJ2653  VERT ORDER  -  THIRD ?
 AJ2653  ELLP ORDER  -  FOURTH    CLASS I
 AJ2653
 AJ2653.The horizontal coordinates were established by GPS observations
 AJ2653.and adjusted by the National Geodetic Survey in April 2001..
 AJ2653
 AJ2653.The orthometric height was determined by differential leveling.
 AJ2653.The vertical network tie was performed by a horz. field party for horz.
 AJ2653.obs reductions. Reset procedures were used to establish the elevation.
 AJ2653
 AJ2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2653
 AJ2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2653
 AJ2653.The ellipsoidal height was determined by GPS observations
 AJ2653.and is referenced to NAD 83.
 AJ2653
 AJ2653.The geoid height was determined by GEOID03.
 AJ2653
 AJ2653;                    North         East     Units Scale Factor Converg.
 AJ2653;SPC TN       -    83,574.343   239,192.780   MT  1.00004833   -2 18 54.0
 AJ2653;SPC TN       -   274,193.49    784,751.65   sFT  1.00004833   -2 18 54.0
 AJ2653;UTM  16      - 3,879,348.353   230,443.762   MT  1.00049561   -1 41 47.1
 AJ2653;UTM  15      - 3,879,599.320   777,900.729   MT  1.00055192   +1 44 56.3
 AJ2653
 AJ2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2653!SPC TN       -   0.99998694  x   1.00004833  =   1.00003527
 AJ2653!UTM  16      -   0.99998694  x   1.00049561  =   1.00048254
 AJ2653!UTM  15      -   0.99998694  x   1.00055192  =   1.00053885
 AJ2653
 AJ2653                          SUPERSEDED SURVEY CONTROL
 AJ2653
 AJ2653.No superseded survey control is available for this station.
 AJ2653
 AJ2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3044479348(NAD 83)
 AJ2653_MARKER: DD = SURVEY DISK
 AJ2653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2653+WITH SETTING: INFORMATION.
 AJ2653_STAMPING: 150
 AJ2653_MARK LOGO: MLGW  
 AJ2653_PROJECTION: FLUSH
 AJ2653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2653+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2653_ROD/PIPE-DEPTH:  0.8 meters
 AJ2653
 AJ2653  HISTORY     - Date     Condition        Report By
 AJ2653  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2653
 AJ2653                          STATION DESCRIPTION
 AJ2653
 AJ2653'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2653'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2653'1.00 MILE (1.61 KM) EAST OF THE MEMPHIS INTERNATIONAL AIRPORT.
 AJ2653'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND
 AJ2653'TCHULAHOMA ROAD PROCEED EAST ON SHELBY DRIVE FOR APPROXIMATELY 100.00
 AJ2653'FEET (30.48 M) TO THE STATION ON THE LEFT.
 AJ2653'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2653'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2653'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2653'OF SHELBY DRIVE AND TCHULAHOMA ROAD, 36.00 FEET (10.97 M) EAST OF THE
 AJ2653'EAST CURB LINE OF TCHULAHOMA ROAD, 34.00 FEET (10.36 M) WEST OF A
 AJ2653'POWER POLE NO 170877, 2.50 FEET (0.76 M) NORTH OF THE NORTH CURB LINE
 AJ2653'OF SHELBY DRIVE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2826 ***********************************************************************
 FE2826  DESIGNATION -  151
 FE2826  PID         -  FE2826
 FE2826  STATE/COUNTY-  TN/SHELBY
 FE2826  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2826
 FE2826                         *CURRENT SURVEY CONTROL
 FE2826  ___________________________________________________________________
 FE2826* NAD 83(1995)-  35 01 16.23578(N)    089 59 19.83103(W)     ADJUSTED  
 FE2826* NAVD 88     -        92.386  (meters)     303.10   (feet)  ADJUSTED  
 FE2826  ___________________________________________________________________
 FE2826  X           -       1,018.346 (meters)                     COMP
 FE2826  Y           -  -5,229,132.102 (meters)                     COMP
 FE2826  Z           -   3,639,828.448 (meters)                     COMP
 FE2826  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2826  ELLIP HEIGHT-          65.02  (meters)          (04/26/01) GPS OBS
 FE2826  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2826  DYNAMIC HT  -          92.300 (meters)     302.82  (feet)  COMP
 FE2826  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FE2826
 FE2826  HORZ ORDER  -  FIRST
 FE2826  VERT ORDER  -  FIRST     CLASS II
 FE2826  ELLP ORDER  -  FOURTH    CLASS I
 FE2826
 FE2826.The horizontal coordinates were established by GPS observations
 FE2826.and adjusted by the National Geodetic Survey in April 2001..
 FE2826
 FE2826.The orthometric height was determined by differential leveling
 FE2826.and adjusted by the National Geodetic Survey in August 1995..
 FE2826
 FE2826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2826
 FE2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2826
 FE2826.The ellipsoidal height was determined by GPS observations
 FE2826.and is referenced to NAD 83.
 FE2826
 FE2826.The geoid height was determined by GEOID03.
 FE2826
 FE2826.The dynamic height is computed by dividing the NAVD 88
 FE2826.geopotential number by the normal gravity value computed on the
 FE2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2826.degrees latitude (g = 980.6199 gals.).
 FE2826
 FE2826.The modeled gravity was interpolated from observed gravity values.
 FE2826
 FE2826;                    North         East     Units Scale Factor Converg.
 FE2826;SPC TN       -    83,735.594   236,042.974   MT  1.00004826   -2 20 06.8
 FE2826;SPC TN       -   274,722.53    774,417.66   sFT  1.00004826   -2 20 06.8
 FE2826;UTM  16      - 3,879,475.637   227,290.955   MT  1.00051668   -1 42 58.7
 FE2826;UTM  15      - 3,879,536.896   774,745.861   MT  1.00053043   +1 43 44.8
 FE2826
 FE2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2826!SPC TN       -   0.99998979  x   1.00004826  =   1.00003805
 FE2826!UTM  16      -   0.99998979  x   1.00051668  =   1.00050647
 FE2826!UTM  15      -   0.99998979  x   1.00053043  =   1.00052022
 FE2826
 FE2826                          SUPERSEDED SURVEY CONTROL
 FE2826
 FE2826  NAVD 88 (03/28/02)   92.39   (m)          303.1    (f) LEVELING    3  
 FE2826
 FE2826.Superseded values are not recommended for survey control.
 FE2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2826.See file dsdata.txt to determine how the superseded data were derived.
 FE2826
 FE2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2729179476(NAD 83)
 FE2826_MARKER: DD = SURVEY DISK
 FE2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2826_SP_SET: CONCRETE POST
 FE2826_STAMPING: 151
 FE2826_MARK LOGO: MLGW  
 FE2826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2826+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1999
 FE2826
 FE2826  HISTORY     - Date     Condition        Report By
 FE2826  HISTORY     - 1993     MONUMENTED       MLGW
 FE2826  HISTORY     - 19920116 GOOD             NGS
 FE2826  HISTORY     - 19990115 GOOD             TN1620
 FE2826  HISTORY     - 20020411 MARK NOT FOUND   USACE
 FE2826
 FE2826                          STATION DESCRIPTION
 FE2826
 FE2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2826'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FE2826'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 9.1 KM (5.65 MI) EAST
 FE2826'ALONG COUNTY ROAD 175 (SHELBY DRIVE), 74.5 M (244.4 FT) EAST OF THE
 FE2826'CENTERLINE OF THE NORTHBOUND LANES OF AIRWAYS ROAD, 41.6 M
 FE2826'(136.5 FT) WEST OF A UTILITY LIGHT POLE, 26.0 M (85.3 FT)
 FE2826'EAST-SOUTHEAST OF A GAS PIPELINE VENT, 8.8 M (28.9 FT) NORTH OF THE
 FE2826'CENTERLINE OF THE WESTBOUND LANES OF THE COUNTY ROAD, 1.4 M (4.6 FT)
 FE2826'NORTH OF THE NORTH CURB OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 FE2826'THE ROAD, NEAR THE CENTER OF 3 WITNESS POSTS, AND THE MONUMENT IS
 FE2826'FLUSH WITH THE GROUND SURFACE.
 FE2826
 FE2826                          STATION RECOVERY (1999)
 FE2826
 FE2826'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2826'RECOVERED AS DESCRIBED.
 FE2826
 FE2826                          STATION RECOVERY (2002)
 FE2826
 FE2826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2826'SUSPECTED DESTROYED DUE TO NEW PAVEMENT AND OR CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1758 ***********************************************************************
 FB1758  DESIGNATION -  1518
 FB1758  PID         -  FB1758
 FB1758  STATE/COUNTY-  TN/BLOUNT
 FB1758  USGS QUAD   -  MARYVILLE (1979)
 FB1758
 FB1758                         *CURRENT SURVEY CONTROL
 FB1758  ___________________________________________________________________
 FB1758* NAD 83(1986)-  35 50 23.     (N)    083 57 07.     (W)     SCALED    
 FB1758* NAVD 88     -       264.141  (meters)     866.60   (feet)  ADJUSTED  
 FB1758  ___________________________________________________________________
 FB1758  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1758  DYNAMIC HT  -         263.894 (meters)     865.79  (feet)  COMP
 FB1758  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FB1758
 FB1758  VERT ORDER  -  FIRST     CLASS II
 FB1758
 FB1758.The horizontal coordinates were scaled from a topographic map and have
 FB1758.an estimated accuracy of +/- 6 seconds.
 FB1758
 FB1758.The orthometric height was determined by differential leveling
 FB1758.and adjusted by the National Geodetic Survey in June 1991..
 FB1758
 FB1758.The geoid height was determined by GEOID03.
 FB1758
 FB1758.The dynamic height is computed by dividing the NAVD 88
 FB1758.geopotential number by the normal gravity value computed on the
 FB1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1758.degrees latitude (g = 980.6199 gals.).
 FB1758
 FB1758.The modeled gravity was interpolated from observed gravity values.
 FB1758
 FB1758;                    North         East    Units  Estimated Accuracy
 FB1758;SPC TN       -   169,070.      785,010.      MT  (+/- 180 meters Scaled)
 FB1758
 FB1758                          SUPERSEDED SURVEY CONTROL
 FB1758
 FB1758  NGVD 29 (12/12/91)  264.271  (m)          867.03   (f) ADJUSTED    1 2
 FB1758
 FB1758.Superseded values are not recommended for survey control.
 FB1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1758.See file dsdata.txt to determine how the superseded data were derived.
 FB1758
 FB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV333701(NAD 83)
 FB1758_MARKER: DD = SURVEY DISK
 FB1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1758_STAMPING: 1518
 FB1758_MARK LOGO: TNGS  
 FB1758_PROJECTION: FLUSH
 FB1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1758+STABILITY: SURFACE MOTION
 FB1758
 FB1758  HISTORY     - Date     Condition        Report By
 FB1758  HISTORY     - UNK      MONUMENTED       TNGS
 FB1758  HISTORY     - 1959     GOOD             NGS
 FB1758  HISTORY     - 1973     GOOD             LOCSUR
 FB1758  HISTORY     - 1983     GOOD             NGS
 FB1758
 FB1758                          STATION DESCRIPTION
 FB1758
 FB1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1758'1 MI N FROM ROCKFORD.
 FB1758'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1758'AT ROCKFORD, ON THE LAWN OF THE RESIDENCE OF MR. ROBERT W. HILL,
 FB1758'119 FEET WEST OF THE WEST RAIL OF TRACKS, 51 FEET NORTH OF THE
 FB1758'EAST CORNER OF PORCH OF RED BRICK HOUSE, AND AT THE NORTHWEST EDGE
 FB1758'OF THE CONCRETE WALK.
 FB1758
 FB1758                          STATION RECOVERY (1973)
 FB1758
 FB1758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 FB1758'RECOVERED IN GOOD CONDITION.
 FB1758
 FB1758                          STATION RECOVERY (1983)
 FB1758
 FB1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1758'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN ROCKFORD,
 FB1758'0.9 KM (0.55 MI) NORTH ALONG THE SOUTHERN RAILROAD FROM THE CROSSING
 FB1758'OF SINGLETON ROAD TO THE MARK ON THE LEFT, ON THE LAWN OF THE
 FB1758'RESIDENCE OF MR. JAMES B. DOTSON, AND AT THE NORTHWEST EDGE OF A
 FB1758'CONCRETE WALKWAY, 36.27 METERS (119.0 FT) WEST OF THE WEST RAIL,
 FB1758'15.54 METERS (51.0 FT) NORTH OF THE EAST CORNER OF PORCH OF A RED
 FB1758'BRICK HOUSE.
 FB1758'THE MARK IS 0.91 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2165 ***********************************************************************
 FF2165  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2165  DESIGNATION -  152
 FF2165  PID         -  FF2165
 FF2165  STATE/COUNTY-  TN/SHELBY
 FF2165  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2165
 FF2165                         *CURRENT SURVEY CONTROL
 FF2165  ___________________________________________________________________
 FF2165* NAD 83(1995)-  35 01 16.76378(N)    090 01 30.16079(W)     ADJUSTED  
 FF2165* NAVD 88     -        94.38   (meters)     309.6    (feet)  GPS OBS   
 FF2165  ___________________________________________________________________
 FF2165  X           -      -2,285.712 (meters)                     COMP
 FF2165  Y           -  -5,229,123.977 (meters)                     COMP
 FF2165  Z           -   3,639,842.904 (meters)                     COMP
 FF2165  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FF2165  ELLIP HEIGHT-          66.99  (meters)          (05/31/05) GPS OBS
 FF2165  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF2165
 FF2165  HORZ ORDER  -  FIRST
 FF2165  ELLP ORDER  -  FOURTH    CLASS II
 FF2165
 FF2165.The horizontal coordinates were established by GPS observations
 FF2165.and adjusted by the National Geodetic Survey in April 2001..
 FF2165
 FF2165.The orthometric height was determined by GPS observations and a
 FF2165.high-resolution geoid model using precise GPS observation and
 FF2165.processing techniques. It supersedes the leveled height previously
 FF2165.determined for this station.
 FF2165
 FF2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2165
 FF2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2165
 FF2165.The ellipsoidal height was determined by GPS observations
 FF2165.and is referenced to NAD 83.
 FF2165
 FF2165.The geoid height was determined by GEOID03.
 FF2165
 FF2165;                    North         East     Units Scale Factor Converg.
 FF2165;SPC TN       -    83,887.096   232,742.225   MT  1.00004822   -2 21 23.1
 FF2165;SPC TN       -   275,219.58    763,588.45   sFT  1.00004822   -2 21 23.1
 FF2165;UTM  15      - 3,879,454.020   771,441.119   MT  1.00050818   +1 42 29.9
 FF2165;UTM  16      - 3,879,591.519   223,987.178   MT  1.00053903   -1 44 13.6
 FF2165
 FF2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2165!SPC TN       -   0.99998948  x   1.00004822  =   1.00003770
 FF2165!UTM  15      -   0.99998948  x   1.00050818  =   1.00049766
 FF2165!UTM  16      -   0.99998948  x   1.00053903  =   1.00052851
 FF2165
 FF2165                          SUPERSEDED SURVEY CONTROL
 FF2165
 FF2165  ELLIP H (04/26/01)   67.04   (m)                       GP(       ) 4 1
 FF2165  NAVD 88 (08/15/95)   94.398  (m)          309.70   (f) ADJUSTED    1 2
 FF2165
 FF2165.Superseded values are not recommended for survey control.
 FF2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2165.See file dsdata.txt to determine how the superseded data were derived.
 FF2165
 FF2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7144179454(NAD 83)
 FF2165_MARKER: DD = SURVEY DISK
 FF2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2165_SP_SET: CONCRETE POST
 FF2165_STAMPING: 152
 FF2165_MARK LOGO: MLGW  
 FF2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2165+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2165
 FF2165  HISTORY     - Date     Condition        Report By
 FF2165  HISTORY     - 1993     MONUMENTED       MLGW
 FF2165  HISTORY     - 19920116 GOOD             NGS
 FF2165  HISTORY     - 19990119 GOOD             TN1620
 FF2165  HISTORY     - 20020411 GOOD             USACE
 FF2165  HISTORY     - 20030411 GOOD             TN1620
 FF2165  HISTORY     - 20030701 GOOD             EMCINC
 FF2165
 FF2165                          STATION DESCRIPTION
 FF2165
 FF2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2165'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF2165'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 5.7 KM (3.55 MI) EASTERLY
 FF2165'ALONG COUNTY ROAD 175 (SHELBY DRIVE), 37.8 M (124.0 FT) WEST OF THE
 FF2165'SOUTHWEST CORNER OF THE UNION PLANTERS NATIONAL BANK, 35.8 NORTH OF
 FF2165'THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 13.4 M (44.0 FT)
 FF2165'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE WEST SUPPORT POST FOR A
 FF2165'SIGN (UNION PLANTERS NATIONAL BANK), 9.3 M (30.5 FT) EAST OF THE
 FF2165'CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 51 (ELVIS PRESLEY
 FF2165'BOULEVARD), 0.5 M (1.6 FT) EAST OF THE EAST CURB OF U.S. HIGHWAY 51,
 FF2165'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE U.S. HIGHWAY, AND THE MONUMENT
 FF2165'IS FLUSH WITH THE GROUND SURFACE.
 FF2165
 FF2165                          STATION RECOVERY (1999)
 FF2165
 FF2165'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FF2165'RECOVERED AS DESCRIBED.
 FF2165
 FF2165                          STATION RECOVERY (2002)
 FF2165
 FF2165'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2165'RECOVERED IN GOOD CONDITION.
 FF2165
 FF2165                          STATION RECOVERY (2003)
 FF2165
 FF2165'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FF2165'RECOVERED IN GOOD CONDITION.
 FF2165
 FF2165                          STATION RECOVERY (2003)
 FF2165
 FF2165'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2245 ***********************************************************************
 GA2245  DESIGNATION -  1523
 GA2245  PID         -  GA2245
 GA2245  STATE/COUNTY-  TN/KNOX
 GA2245  USGS QUAD   -  JOHN SEVIER (1992)
 GA2245
 GA2245                         *CURRENT SURVEY CONTROL
 GA2245  ___________________________________________________________________
 GA2245* NAD 83(1986)-  36 00 36.     (N)    083 52 28.     (W)     SCALED    
 GA2245* NAVD 88     -       279.602  (meters)     917.33   (feet)  POSTED    
 GA2245  ___________________________________________________________________
 GA2245  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2245  DYNAMIC HT  -         279.340 (meters)     916.47  (feet)  COMP
 GA2245  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA2245
 GA2245  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2245
 GA2245.The horizontal coordinates were scaled from a topographic map and have
 GA2245.an estimated accuracy of +/- 6 seconds.
 GA2245
 GA2245.The orthometric height was determined by differential leveling
 GA2245.and adjusted by the National Geodetic Survey in 1992..
 GA2245.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2245.rate of 0.0 thru 1.0 mm/km.
 GA2245
 GA2245.The geoid height was determined by GEOID03.
 GA2245
 GA2245.The dynamic height is computed by dividing the NAVD 88
 GA2245.geopotential number by the normal gravity value computed on the
 GA2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2245.degrees latitude (g = 980.6199 gals.).
 GA2245
 GA2245.The modeled gravity was interpolated from observed gravity values.
 GA2245
 GA2245;                    North         East    Units  Estimated Accuracy
 GA2245;SPC TN       -   188,110.      791,600.      MT  (+/- 180 meters Scaled)
 GA2245
 GA2245                          SUPERSEDED SURVEY CONTROL
 GA2245
 GA2245  NGVD 29 (??/??/92)  279.732  (m)          917.75   (f) ADJ UNCH    1 2
 GA2245
 GA2245.Superseded values are not recommended for survey control.
 GA2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2245.See file dsdata.txt to determine how the superseded data were derived.
 GA2245
 GA2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409888(NAD 83)
 GA2245_MARKER: DD = SURVEY DISK
 GA2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2245_STAMPING: 1523
 GA2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2245+STABILITY: SURFACE MOTION
 GA2245
 GA2245  HISTORY     - Date     Condition        Report By
 GA2245  HISTORY     - UNK      MONUMENTED       TNGS
 GA2245  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2245  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2245  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2245
 GA2245                          STATION DESCRIPTION
 GA2245
 GA2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2245'4 MI NE FROM KNOXVILLE.
 GA2245'4.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2245'AT KNOXVILLE, KNOX COUNTY, 0.5 MILE EAST OF THE CITY LIMIT, 260
 GA2245'FEET SOUTH OF SIGNAL POST 1264 A, AND 60 FEET EAST OF THE EAST
 GA2245'RAIL OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 GA2245'1523 AND SET IN THE TOP OF A CONCRETE POST.
 GA2245
 GA2245                          STATION RECOVERY (1967)
 GA2245
 GA2245'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2245'MARK NOT FOUND.
 GA2245
 GA2245                          STATION RECOVERY (1982)
 GA2245
 GA2245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2242 ***********************************************************************
 GA2242  DESIGNATION -  1524
 GA2242  PID         -  GA2242
 GA2242  STATE/COUNTY-  TN/KNOX
 GA2242  USGS QUAD   -  JOHN SEVIER (1992)
 GA2242
 GA2242                         *CURRENT SURVEY CONTROL
 GA2242  ___________________________________________________________________
 GA2242* NAD 83(1986)-  36 00 54.     (N)    083 52 04.     (W)     SCALED    
 GA2242* NAVD 88     -       271.720  (meters)     891.47   (feet)  POSTED    
 GA2242  ___________________________________________________________________
 GA2242  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2242  DYNAMIC HT  -         271.470 (meters)     890.65  (feet)  COMP
 GA2242  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 GA2242
 GA2242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2242
 GA2242.The horizontal coordinates were scaled from a topographic map and have
 GA2242.an estimated accuracy of +/- 6 seconds.
 GA2242
 GA2242.The orthometric height was determined by differential leveling
 GA2242.and adjusted by the National Geodetic Survey in 1992..
 GA2242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2242.rate of 0.0 thru 1.0 mm/km.
 GA2242
 GA2242.The geoid height was determined by GEOID03.
 GA2242
 GA2242.The dynamic height is computed by dividing the NAVD 88
 GA2242.geopotential number by the normal gravity value computed on the
 GA2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2242.degrees latitude (g = 980.6199 gals.).
 GA2242
 GA2242.The modeled gravity was interpolated from observed gravity values.
 GA2242
 GA2242;                    North         East    Units  Estimated Accuracy
 GA2242;SPC TN       -   188,670.      792,190.      MT  (+/- 180 meters Scaled)
 GA2242
 GA2242                          SUPERSEDED SURVEY CONTROL
 GA2242
 GA2242  NGVD 29 (??/??/92)  271.850  (m)          891.89   (f) ADJ UNCH    1 2
 GA2242
 GA2242.Superseded values are not recommended for survey control.
 GA2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2242.See file dsdata.txt to determine how the superseded data were derived.
 GA2242
 GA2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV415894(NAD 83)
 GA2242_MARKER: DD = SURVEY DISK
 GA2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2242_STAMPING: 1524
 GA2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2242+STABILITY: SURFACE MOTION
 GA2242
 GA2242  HISTORY     - Date     Condition        Report By
 GA2242  HISTORY     - UNK      MONUMENTED       TNGS
 GA2242  HISTORY     - 1950     POOR             NGS
 GA2242  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2242  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2242
 GA2242                          STATION DESCRIPTION
 GA2242
 GA2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2242'4.3 MI NE FROM KNOXVILLE.
 GA2242'4.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2242'AT KNOXVILLE, KNOX COUNTY, 656 FEET NORTHEAST OF SPRING HILL
 GA2242'ROAD, 100 FEET SOUTHWEST OF MILEPOST 126, AND 11 FEET WEST OF
 GA2242'THE WEST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 1524 AND
 GA2242'SET IN THE TOP OF A CONCRETE POST.
 GA2242
 GA2242                          STATION RECOVERY (1967)
 GA2242
 GA2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2242'MARK NOT FOUND.
 GA2242
 GA2242                          STATION RECOVERY (1982)
 GA2242
 GA2242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0745 ***********************************************************************
 GA0745  DESIGNATION -  1527
 GA0745  PID         -  GA0745
 GA0745  STATE/COUNTY-  TN/GREENE
 GA0745  USGS QUAD   -  GREENEVILLE (1961)
 GA0745
 GA0745                         *CURRENT SURVEY CONTROL
 GA0745  ___________________________________________________________________
 GA0745* NAD 83(1986)-  36 09 47.     (N)    082 49 51.     (W)     SCALED    
 GA0745* NAVD 88     -       465.505  (meters)    1527.24   (feet)  ADJUSTED  
 GA0745  ___________________________________________________________________
 GA0745  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0745  DYNAMIC HT  -         465.061 (meters)    1525.79  (feet)  COMP
 GA0745  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0745
 GA0745  VERT ORDER  -  SECOND    CLASS 0
 GA0745
 GA0745.The horizontal coordinates were scaled from a topographic map and have
 GA0745.an estimated accuracy of +/- 6 seconds.
 GA0745
 GA0745.The orthometric height was determined by differential leveling
 GA0745.and adjusted by the National Geodetic Survey in June 1991..
 GA0745.WARNING-Repeat measurements at this control monument indicate possible
 GA0745.vertical movement.
 GA0745
 GA0745.The geoid height was determined by GEOID03.
 GA0745
 GA0745.The dynamic height is computed by dividing the NAVD 88
 GA0745.geopotential number by the normal gravity value computed on the
 GA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0745.degrees latitude (g = 980.6199 gals.).
 GA0745
 GA0745.The modeled gravity was interpolated from observed gravity values.
 GA0745
 GA0745;                    North         East    Units  Estimated Accuracy
 GA0745;SPC TN       -   207,620.      885,100.      MT  (+/- 180 meters Scaled)
 GA0745
 GA0745                          SUPERSEDED SURVEY CONTROL
 GA0745
 GA0745  NGVD 29 (??/??/92)  465.627  (m)         1527.64   (f) ADJ UNCH    2 0
 GA0745
 GA0745.Superseded values are not recommended for survey control.
 GA0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0745.See file dsdata.txt to determine how the superseded data were derived.
 GA0745
 GA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA353035(NAD 83)
 GA0745_MARKER: DD = SURVEY DISK
 GA0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0745_SP_SET: BUILDING
 GA0745_STAMPING: 1527
 GA0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0745
 GA0745  HISTORY     - Date     Condition        Report By
 GA0745  HISTORY     - UNK      MONUMENTED       USGS
 GA0745  HISTORY     - 1955     GOOD             NGS
 GA0745
 GA0745                          STATION DESCRIPTION
 GA0745
 GA0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0745'AT GREENEVILLE.
 GA0745'AT GREENEVILLE, GREENE COUNTY, IN THE FACE OF THE CORNERSTONE
 GA0745'OF THE GREENE COUNTY BANK BUILDING, 1 FOOT EAST OF THE SOUTHWEST
 GA0745'CORNER, AND 4 FEET ABOVE THE WALK.  A U.S. GEOLOGICAL SURVEY
 GA0745'STANDARD DISK, STAMPED 1527 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2164 ***********************************************************************
 FF2164  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2164  DESIGNATION -  153
 FF2164  PID         -  FF2164
 FF2164  STATE/COUNTY-  TN/SHELBY
 FF2164  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2164
 FF2164                         *CURRENT SURVEY CONTROL
 FF2164  ___________________________________________________________________
 FF2164* NAD 83(1995)-  35 01 16.21779(N)    090 04 06.81685(W)     ADJUSTED  
 FF2164* NAVD 88     -        87.16   (meters)     286.0    (feet)  GPS OBS   
 FF2164  ___________________________________________________________________
 FF2164  X           -      -6,257.183 (meters)                     COMP
 FF2164  Y           -  -5,229,124.517 (meters)                     COMP
 FF2164  Z           -   3,639,825.010 (meters)                     COMP
 FF2164  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FF2164  ELLIP HEIGHT-          59.82  (meters)          (04/05/04) GPS OBS
 FF2164  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2164
 FF2164  HORZ ORDER  -  B
 FF2164  ELLP ORDER  -  THIRD     CLASS I
 FF2164
 FF2164.The horizontal coordinates were established by GPS observations
 FF2164.and adjusted by the National Geodetic Survey in April 2004..
 FF2164
 FF2164.The orthometric height was determined by GPS observations and a
 FF2164.high-resolution geoid model using precise GPS observation and
 FF2164.processing techniques. It supersedes the leveled height previously
 FF2164.determined for this station.
 FF2164
 FF2164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2164
 FF2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2164
 FF2164.The ellipsoidal height was determined by GPS observations
 FF2164.and is referenced to NAD 83.
 FF2164
 FF2164.The geoid height was determined by GEOID03.
 FF2164
 FF2164;                    North         East     Units Scale Factor Converg.
 FF2164;SPC TN       -    84,034.462   228,773.303   MT  1.00004826   -2 22 54.8
 FF2164;SPC TN       -   275,703.06    750,567.08   sFT  1.00004826   -2 22 54.8
 FF2164;UTM  15      - 3,879,319.609   767,469.962   MT  1.00048180   +1 40 59.8
 FF2164;UTM  16      - 3,879,696.014   220,014.892   MT  1.00056626   -1 45 43.7
 FF2164
 FF2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2164!SPC TN       -   0.99999061  x   1.00004826  =   1.00003887
 FF2164!UTM  15      -   0.99999061  x   1.00048180  =   1.00047241
 FF2164!UTM  16      -   0.99999061  x   1.00056626  =   1.00055687
 FF2164
 FF2164                          SUPERSEDED SURVEY CONTROL
 FF2164
 FF2164  NAD 83(1995)-  35 01 16.21780(N)    090 04 06.81789(W) AD(       ) 1
 FF2164  ELLIP H (04/26/01)   59.89   (m)                       GP(       ) 4 1
 FF2164  NAVD 88 (08/15/95)   87.176  (m)          286.01   (f) ADJUSTED    1 2
 FF2164
 FF2164.Superseded values are not recommended for survey control.
 FF2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2164.See file dsdata.txt to determine how the superseded data were derived.
 FF2164
 FF2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6747079320(NAD 83)
 FF2164_MARKER: DD = SURVEY DISK
 FF2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2164_SP_SET: CONCRETE POST
 FF2164_STAMPING: 153
 FF2164_MARK LOGO: MLGW  
 FF2164_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2164+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2164
 FF2164  HISTORY     - Date     Condition        Report By
 FF2164  HISTORY     - 1993     MONUMENTED       MLGW
 FF2164  HISTORY     - 19920116 GOOD             NGS
 FF2164  HISTORY     - 19991119 GOOD             TN1620
 FF2164  HISTORY     - 20020411 GOOD             USACE
 FF2164  HISTORY     - 20030411 GOOD             TN1620
 FF2164  HISTORY     - 20030701 GOOD             EMCINC
 FF2164
 FF2164                          STATION DESCRIPTION
 FF2164
 FF2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2164'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF2164'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 1.7 KM (1.05 MI) EAST
 FF2164'ALONG COUNTY ROAD 175 (SHELBY DRIVE), AT THE GEETER JUNIOR HIGH
 FF2164'SCHOOL AT 4649 HORN LAKE ROAD, 56.9 M (186.7 FT) EAST OF THE
 FF2164'SOUTHEAST CORNER OF THE BUILDING, 25.9 M (85.0 FT) NORTH OF THE
 FF2164'CENTERLINE OF THE WESTBOUND LANES OF THE COUNTY ROAD, 25.2 M
 FF2164'(82.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF HORN LAKE
 FF2164'ROAD, 3.2 M (10.5 FT) SOUTHEAST OF A FLAG POLE, 1.5 M (4.9 FT) ABOVE
 FF2164'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FF2164'SURFACE.
 FF2164
 FF2164                          STATION RECOVERY (1999)
 FF2164
 FF2164'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FF2164'RECOVERED AS DESCRIBED.
 FF2164
 FF2164                          STATION RECOVERY (2002)
 FF2164
 FF2164'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2164'RECOVERED IN GOOD CONDITION.
 FF2164
 FF2164                          STATION RECOVERY (2003)
 FF2164
 FF2164'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FF2164'RECOVERED IN GOOD CONDITION.
 FF2164
 FF2164                          STATION RECOVERY (2003)
 FF2164
 FF2164'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2164'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2654 ***********************************************************************
 AJ2654  DESIGNATION -  154
 AJ2654  PID         -  AJ2654
 AJ2654  STATE/COUNTY-  TN/SHELBY
 AJ2654  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2654
 AJ2654                         *CURRENT SURVEY CONTROL
 AJ2654  ___________________________________________________________________
 AJ2654* NAD 83(1995)-  35 01 22.40985(N)    090 05 48.07608(W)     ADJUSTED  
 AJ2654* NAVD 88     -        86.58   (meters)     284.1    (feet)  LEVELING  
 AJ2654  ___________________________________________________________________
 AJ2654  X           -      -8,824.071 (meters)                     COMP
 AJ2654  Y           -  -5,229,010.911 (meters)                     COMP
 AJ2654  Z           -   3,639,981.004 (meters)                     COMP
 AJ2654  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2654  ELLIP HEIGHT-          59.34  (meters)          (04/26/01) GPS OBS
 AJ2654  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2654
 AJ2654  HORZ ORDER  -  FIRST
 AJ2654  VERT ORDER  -  THIRD ?
 AJ2654  ELLP ORDER  -  FOURTH    CLASS I
 AJ2654
 AJ2654.The horizontal coordinates were established by GPS observations
 AJ2654.and adjusted by the National Geodetic Survey in April 2001..
 AJ2654
 AJ2654.The orthometric height was determined by differential leveling.
 AJ2654.The vertical network tie was performed by a horz. field party for horz.
 AJ2654.obs reductions. Reset procedures were used to establish the elevation.
 AJ2654
 AJ2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2654
 AJ2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2654
 AJ2654.The ellipsoidal height was determined by GPS observations
 AJ2654.and is referenced to NAD 83.
 AJ2654
 AJ2654.The geoid height was determined by GEOID03.
 AJ2654
 AJ2654;                    North         East     Units Scale Factor Converg.
 AJ2654;SPC TN       -    84,332.184   226,216.346   MT  1.00004784   -2 23 54.1
 AJ2654;SPC TN       -   276,679.84    742,178.13   sFT  1.00004784   -2 23 54.1
 AJ2654;UTM  15      - 3,879,435.357   764,897.238   MT  1.00046491   +1 40 01.9
 AJ2654
 AJ2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2654!SPC TN       -   0.99999069  x   1.00004784  =   1.00003853
 AJ2654!UTM  15      -   0.99999069  x   1.00046491  =   1.00045559
 AJ2654
 AJ2654                          SUPERSEDED SURVEY CONTROL
 AJ2654
 AJ2654.No superseded survey control is available for this station.
 AJ2654
 AJ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6489779435(NAD 83)
 AJ2654_MARKER: DD = SURVEY DISK
 AJ2654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2654+WITH SETTING: INFORMATION.
 AJ2654_STAMPING: 154
 AJ2654_MARK LOGO: MLGW  
 AJ2654_PROJECTION: FLUSH
 AJ2654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2654+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2654_ROD/PIPE-DEPTH:  0.8 meters
 AJ2654
 AJ2654  HISTORY     - Date     Condition        Report By
 AJ2654  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2654
 AJ2654                          STATION DESCRIPTION
 AJ2654
 AJ2654'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2654'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.10
 AJ2654'MILE (0.16 KM) NORTH OF DALSTROM CITY PARK.
 AJ2654'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND WEAVER
 AJ2654'ROAD PROCEED NORTH ON WEAVER ROAD FOR APPROXIMATELY 0.15 MILES (0.24
 AJ2654'KM) TO PARKROSE AVENUE.  THE STATION IS ON THE LEFT.
 AJ2654'THE STATION IS A STAINLESS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2654'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2654'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 176.00 FEET (53.64 M)
 AJ2654'SOUTH OF THE CENTERLINE OF PARKROSE AVENUE, 7.90 FEET (2.41 M)
 AJ2654'NORTHEAST OF A FENCE CORNER, 8.90 FEET (2.71 M) SOUTH OF A PHONE
 AJ2654'MANHOLE IN SIDEWALK, 2.80 FEET (0.85 M) WEST OF THE WEST CURB LINE OF
 AJ2654'WEAVER ROAD, 2.00 FEET (0.61 M) NORTH OF A PHONE PEDISTAL. THE STATION
 AJ2654'IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET
 AJ2654'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2656 ***********************************************************************
 AJ2656  DESIGNATION -  158
 AJ2656  PID         -  AJ2656
 AJ2656  STATE/COUNTY-  TN/SHELBY
 AJ2656  USGS QUAD   -  HORN LAKE (1982)
 AJ2656
 AJ2656                         *CURRENT SURVEY CONTROL
 AJ2656  ___________________________________________________________________
 AJ2656* NAD 83(1995)-  34 59 51.56549(N)    090 03 39.05679(W)     ADJUSTED  
 AJ2656* NAVD 88     -        88.78   (meters)     291.3    (feet)  LEVELING  
 AJ2656  ___________________________________________________________________
 AJ2656  X           -      -5,555.014 (meters)                     COMP
 AJ2656  Y           -  -5,230,623.278 (meters)                     COMP
 AJ2656  Z           -   3,637,689.210 (meters)                     COMP
 AJ2656  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AJ2656  ELLIP HEIGHT-          61.41  (meters)          (04/26/01) GPS OBS
 AJ2656  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AJ2656
 AJ2656  HORZ ORDER  -  FIRST
 AJ2656  VERT ORDER  -  THIRD ?
 AJ2656  ELLP ORDER  -  FOURTH    CLASS I
 AJ2656
 AJ2656.The horizontal coordinates were established by GPS observations
 AJ2656.and adjusted by the National Geodetic Survey in April 2001..
 AJ2656
 AJ2656.The orthometric height was determined by differential leveling.
 AJ2656.The vertical network tie was performed by a horz. field party for horz.
 AJ2656.obs reductions. Reset procedures were used to establish the elevation.
 AJ2656
 AJ2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2656
 AJ2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2656
 AJ2656.The ellipsoidal height was determined by GPS observations
 AJ2656.and is referenced to NAD 83.
 AJ2656
 AJ2656.The geoid height was determined by GEOID03.
 AJ2656
 AJ2656;                    North         East     Units Scale Factor Converg.
 AJ2656;SPC TN       -    81,398.633   229,368.265   MT  1.00005411   -2 22 38.6
 AJ2656;SPC TN       -   267,055.35    752,519.05   sFT  1.00005411   -2 22 38.6
 AJ2656;UTM  15      - 3,876,731.461   768,250.599   MT  1.00048696   +1 41 12.2
 AJ2656;UTM  16      - 3,877,065.431   220,638.672   MT  1.00056196   -1 45 24.0
 AJ2656
 AJ2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2656!SPC TN       -   0.99999036  x   1.00005411  =   1.00004447
 AJ2656!UTM  15      -   0.99999036  x   1.00048696  =   1.00047732
 AJ2656!UTM  16      -   0.99999036  x   1.00056196  =   1.00055232
 AJ2656
 AJ2656                          SUPERSEDED SURVEY CONTROL
 AJ2656
 AJ2656.No superseded survey control is available for this station.
 AJ2656
 AJ2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6825176731(NAD 83)
 AJ2656_MARKER: DD = SURVEY DISK
 AJ2656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2656+WITH SETTING: INFORMATION.
 AJ2656_STAMPING: 158
 AJ2656_MARK LOGO: MLGW  
 AJ2656_PROJECTION: FLUSH
 AJ2656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2656+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2656_ROD/PIPE-DEPTH:  0.8 meters
 AJ2656
 AJ2656  HISTORY     - Date     Condition        Report By
 AJ2656  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2656  HISTORY     - 20030413 MARK NOT FOUND   TN1620
 AJ2656
 AJ2656                          STATION DESCRIPTION
 AJ2656
 AJ2656'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2656'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2656'MILE (1.61 KM) WEST OF THE WHITEHAVEN COMMUNITY.
 AJ2656'TO REACH THE STATION FROM THE INTERSECTION OF HORN LAKE ROAD AND STATE
 AJ2656'LINE ROAD, PROCEED NORTH ON HORN LAKE ROAD FOR APPROXIMATELY 0.40 MILE
 AJ2656'(0.64 KM) TO ADDRESS 5526 HORN LAKE ROAD.  THE STATION IS ON THE LEFT.
 AJ2656'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2656'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2656'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 56.80 FEET (17.31 M)
 AJ2656'NORTHWEST OF A WOOD POWER POLE NO.  64169, 50.00 FEET (15.24 M) SOUTH
 AJ2656'OF THE CENTERLINE PROJECTION OF A GRAVEL DRIVEWAY TO ADDRESS 5526 HORN
 AJ2656'LAKE ROAD, 25.70 FEET (7.83 M) NORTHEAST OF A FENCE CORNER OF PROPERTY
 AJ2656'AT ADDRESS 5559 HORN LAKE ROAD, 17.20 FEET (5.24 M) WEST OF THE
 AJ2656'CENTERLINE OF HORN LAKE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2656'THE GROUND.
 AJ2656
 AJ2656                          STATION RECOVERY (2003)
 AJ2656
 AJ2656'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2656'UNABLE TO RECOVER MARK AS DESCRIBED. ASSUMED DESTROYED DUE TO NEW
 AJ2656'CONSTRUCTION AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2657 ***********************************************************************
 AJ2657  DESIGNATION -  159
 AJ2657  PID         -  AJ2657
 AJ2657  STATE/COUNTY-  TN/SHELBY
 AJ2657  USGS QUAD   -  HORN LAKE (1982)
 AJ2657
 AJ2657                         *CURRENT SURVEY CONTROL
 AJ2657  ___________________________________________________________________
 AJ2657* NAD 83(1995)-  34 59 45.33411(N)    090 01 32.06820(W)     ADJUSTED  
 AJ2657* NAVD 88     -        89.12   (meters)     292.4    (feet)  LEVELING  
 AJ2657  ___________________________________________________________________
 AJ2657  X           -      -2,334.788 (meters)                     COMP
 AJ2657  Y           -  -5,230,736.139 (meters)                     COMP
 AJ2657  Z           -   3,637,532.106 (meters)                     COMP
 AJ2657  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ2657  ELLIP HEIGHT-          61.77  (meters)          (04/26/01) GPS OBS
 AJ2657  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2657
 AJ2657  HORZ ORDER  -  FIRST
 AJ2657  VERT ORDER  -  THIRD ?
 AJ2657  ELLP ORDER  -  FOURTH    CLASS I
 AJ2657
 AJ2657.The horizontal coordinates were established by GPS observations
 AJ2657.and adjusted by the National Geodetic Survey in April 2001..
 AJ2657
 AJ2657.The orthometric height was determined by differential leveling.
 AJ2657.The vertical network tie was performed by a horz. field party for horz.
 AJ2657.obs reductions. Reset procedures were used to establish the elevation.
 AJ2657
 AJ2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2657
 AJ2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2657
 AJ2657.The ellipsoidal height was determined by GPS observations
 AJ2657.and is referenced to NAD 83.
 AJ2657
 AJ2657.The geoid height was determined by GEOID03.
 AJ2657
 AJ2657;                    North         East     Units Scale Factor Converg.
 AJ2657;SPC TN       -    81,073.746   232,578.041   MT  1.00005455   -2 21 24.2
 AJ2657;SPC TN       -   265,989.45    763,049.79   sFT  1.00005455   -2 21 24.2
 AJ2657;UTM  15      - 3,876,634.822   771,476.758   MT  1.00050842   +1 42 24.9
 AJ2657;UTM  16      - 3,876,775.184   223,853.374   MT  1.00053995   -1 44 10.8
 AJ2657
 AJ2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2657!SPC TN       -   0.99999030  x   1.00005455  =   1.00004485
 AJ2657!UTM  15      -   0.99999030  x   1.00050842  =   1.00049872
 AJ2657!UTM  16      -   0.99999030  x   1.00053995  =   1.00053025
 AJ2657
 AJ2657                          SUPERSEDED SURVEY CONTROL
 AJ2657
 AJ2657.No superseded survey control is available for this station.
 AJ2657
 AJ2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7147776635(NAD 83)
 AJ2657_MARKER: DD = SURVEY DISK
 AJ2657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2657+WITH SETTING: INFORMATION.
 AJ2657_STAMPING: 159
 AJ2657_MARK LOGO: MLGW  
 AJ2657_PROJECTION: FLUSH
 AJ2657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2657+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 AJ2657_ROD/PIPE-DEPTH:  0.8 meters
 AJ2657
 AJ2657  HISTORY     - Date     Condition        Report By
 AJ2657  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2657  HISTORY     - 20030411 GOOD             TN1620
 AJ2657
 AJ2657                          STATION DESCRIPTION
 AJ2657
 AJ2657'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2657'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN THE WHITEHAVEN
 AJ2657'COMMUNITY.
 AJ2657'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 51 (ELVIS
 AJ2657'PRESLEY BLVD) AND THE TENNESSEE-MISSISSIPPI STATELINE, PROCEED NORTH
 AJ2657'ON HWY 51 APPROXIMATELY 0.10 MILES (0.16 KM) TO THE STATION ON THE
 AJ2657'LEFT.
 AJ2657'THE STATION IS A STAINLESSS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2657'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2657'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 11.07 FEET (3.37 M)
 AJ2657'NORTH OF THE NORTH SIDE OF A DRIVEWAY TO A SERVICE STATION AT ADDRESS
 AJ2657'5615 HIGHWAY 51, 5.30 FEET (1.62 M) SOUTH OF A FIRE HYDRANT, 2.20 FEET
 AJ2657'(0.67 M) WEST OF THE WEST CURB LINE OF HIGHWAY 51.  THE STATION IS
 AJ2657'GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET
 AJ2657'FLUSH WITH THE GROUND.
 AJ2657
 AJ2657                          STATION RECOVERY (2003)
 AJ2657
 AJ2657'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2564 ***********************************************************************
 AJ2564  DESIGNATION -  16
 AJ2564  PID         -  AJ2564
 AJ2564  STATE/COUNTY-  TN/SHELBY
 AJ2564  USGS QUAD   -  ARLINGTON (1973)
 AJ2564
 AJ2564                         *CURRENT SURVEY CONTROL
 AJ2564  ___________________________________________________________________
 AJ2564* NAD 83(1995)-  35 21 48.98097(N)    089 43 28.27607(W)     ADJUSTED  
 AJ2564* NAVD 88     -       108.65   (meters)     356.5    (feet)  LEVELING  
 AJ2564  ___________________________________________________________________
 AJ2564  X           -      25,036.433 (meters)                     COMP
 AJ2564  Y           -  -5,207,190.332 (meters)                     COMP
 AJ2564  Z           -   3,670,884.840 (meters)                     COMP
 AJ2564  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AJ2564  ELLIP HEIGHT-          81.38  (meters)          (04/26/01) GPS OBS
 AJ2564  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2564
 AJ2564  HORZ ORDER  -  FIRST
 AJ2564  VERT ORDER  -  THIRD ?
 AJ2564  ELLP ORDER  -  FOURTH    CLASS I
 AJ2564
 AJ2564.The horizontal coordinates were established by GPS observations
 AJ2564.and adjusted by the National Geodetic Survey in April 2001..
 AJ2564
 AJ2564.The orthometric height was determined by differential leveling.
 AJ2564.The vertical network tie was performed by a horz. field party for horz.
 AJ2564.obs reductions. Reset procedures were used to establish the elevation.
 AJ2564
 AJ2564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2564
 AJ2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2564
 AJ2564.The ellipsoidal height was determined by GPS observations
 AJ2564.and is referenced to NAD 83.
 AJ2564
 AJ2564.The geoid height was determined by GEOID03.
 AJ2564
 AJ2564;                    North         East     Units Scale Factor Converg.
 AJ2564;SPC TN       -   120,748.629   261,594.006   MT  0.99998189   -2 10 49.7
 AJ2564;SPC TN       -   396,156.13    858,246.33   sFT  0.99998189   -2 10 49.7
 AJ2564;UTM  16      - 3,916,774.643   252,456.682   MT  1.00035523   -1 34 39.6
 AJ2564
 AJ2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2564!SPC TN       -   0.99998723  x   0.99998189  =   0.99996912
 AJ2564!UTM  16      -   0.99998723  x   1.00035523  =   1.00034245
 AJ2564
 AJ2564                          SUPERSEDED SURVEY CONTROL
 AJ2564
 AJ2564.No superseded survey control is available for this station.
 AJ2564
 AJ2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5245716775(NAD 83)
 AJ2564_MARKER: DD = SURVEY DISK
 AJ2564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2564+WITH SETTING: INFORMATION.
 AJ2564_STAMPING: 016
 AJ2564_MARK LOGO: MLGW  
 AJ2564_PROJECTION: FLUSH
 AJ2564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2564+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2564_ROD/PIPE-DEPTH:  0.8 meters
 AJ2564
 AJ2564  HISTORY     - Date     Condition        Report By
 AJ2564  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2564
 AJ2564                          STATION DESCRIPTION
 AJ2564
 AJ2564'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2564'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN THE ROSEMARK
 AJ2564'COMMUNITY.
 AJ2564'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY
 AJ2564'(HWY-14) AND MUDVILLE ROAD, PROCEED EAST ON MUDVILLE ROAD
 AJ2564'APPROXIMATELY 1.00 MILE (1.61 KM) TO T-INTERSECTION, BRUNSWICK ROAD.
 AJ2564'TURN LEFT AND CONTINUE NORTH ON BRUNSWICK ROAD FOR 0.25 MILE (0.40 KM)
 AJ2564'TO REDWOOD ROAD.  TURN RIGHT AND CONTINUE EAST ON REDWOOD ROAD
 AJ2564'APPROXIMATELY 1.00 MILES (1.61 KM) TO T-INTERSECTION, DEADFALL ROAD.
 AJ2564'TURN RIGHT AND CONTINUE SOUTH ON DEADFALL ROAD APPROXIMATELY 1.00 MILE
 AJ2564'(1.61 KM) TO ADDRESS 8757 DEADFALL ROAD.  THE STATION IS ON THE RIGHT.
 AJ2564'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2564'GALVANIZED PIPE ENCASED IN A 2 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2564'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 1.10 MILES
 AJ2564'(1.77 KM) NORTH OF GODWIN ROAD, 37.00 FEET (11.28 M) WEST OF A WOOD
 AJ2564'POWER POLE NO.  129780, 21.60 FEET (6.58 M) NORTH OF THE NORTHEAST
 AJ2564'CORNER OF A BRICK COLUMN AT THE NORTH END OF A BRICK WALL ON THE NORTH
 AJ2564'SIDE OF A GRAVEL DRIVEWAY TO ADDRESS 8757 DEADFALL ROAD, 18.30 FEET
 AJ2564'(5.58 M) WEST OF THE CENTERLINE OF DEADFALL ROAD.  THE CAP AND
 AJ2564'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2658 ***********************************************************************
 AJ2658  DESIGNATION -  160
 AJ2658  PID         -  AJ2658
 AJ2658  STATE/COUNTY-  TN/SHELBY
 AJ2658  USGS QUAD   -  PLEASANT HILL (1982)
 AJ2658
 AJ2658                         *CURRENT SURVEY CONTROL
 AJ2658  ___________________________________________________________________
 AJ2658* NAD 83(1995)-  34 59 48.29126(N)    089 59 25.08855(W)     ADJUSTED  
 AJ2658* NAVD 88     -       111.09   (meters)     364.5    (feet)  LEVELING  
 AJ2658  ___________________________________________________________________
 AJ2658  X           -         885.325 (meters)                     COMP
 AJ2658  Y           -  -5,230,702.284 (meters)                     COMP
 AJ2658  Z           -   3,637,619.336 (meters)                     COMP
 AJ2658  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AJ2658  ELLIP HEIGHT-          83.70  (meters)          (04/26/01) GPS OBS
 AJ2658  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2658
 AJ2658  HORZ ORDER  -  FIRST
 AJ2658  VERT ORDER  -  THIRD ?
 AJ2658  ELLP ORDER  -  FOURTH    CLASS I
 AJ2658
 AJ2658.The horizontal coordinates were established by GPS observations
 AJ2658.and adjusted by the National Geodetic Survey in April 2001..
 AJ2658
 AJ2658.The orthometric height was determined by differential leveling.
 AJ2658.The vertical network tie was performed by a horz. field party for horz.
 AJ2658.obs reductions. Reset procedures were used to establish the elevation.
 AJ2658
 AJ2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2658
 AJ2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2658
 AJ2658.The ellipsoidal height was determined by GPS observations
 AJ2658.and is referenced to NAD 83.
 AJ2658
 AJ2658.The geoid height was determined by GEOID03.
 AJ2658
 AJ2658;                    North         East     Units Scale Factor Converg.
 AJ2658;SPC TN       -    81,032.964   235,799.318   MT  1.00005434   -2 20 09.9
 AJ2658;SPC TN       -   265,855.65    773,618.26   sFT  1.00005434   -2 20 09.9
 AJ2658;UTM  16      - 3,876,769.270   227,076.433   MT  1.00051813   -1 42 57.9
 AJ2658;UTM  15      - 3,876,822.495   774,694.322   MT  1.00053009   +1 43 38.0
 AJ2658
 AJ2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2658!SPC TN       -   0.99998686  x   1.00005434  =   1.00004120
 AJ2658!UTM  16      -   0.99998686  x   1.00051813  =   1.00050499
 AJ2658!UTM  15      -   0.99998686  x   1.00053009  =   1.00051695
 AJ2658
 AJ2658                          SUPERSEDED SURVEY CONTROL
 AJ2658
 AJ2658.No superseded survey control is available for this station.
 AJ2658
 AJ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2707676769(NAD 83)
 AJ2658_MARKER: DD = SURVEY DISK
 AJ2658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2658+WITH SETTING: INFORMATION.
 AJ2658_STAMPING: 160
 AJ2658_MARK LOGO: MLGW  
 AJ2658_PROJECTION: FLUSH
 AJ2658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2658+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2658_ROD/PIPE-DEPTH:  0.8 meters
 AJ2658
 AJ2658  HISTORY     - Date     Condition        Report By
 AJ2658  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2658
 AJ2658                          STATION DESCRIPTION
 AJ2658
 AJ2658'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2658'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2658'MILES (0.97 KM) SOUTH OF THE MEMPHIS INTERNATIONAL AIRPORT.
 AJ2658'TO REACH THE STATION FROM THE INTERSECTION OF HOLMES ROAD AND AIRWAYS
 AJ2658'ROAD, GO SOUTH ON AIRWAYS ROAD FOR APPROXIMATELY 0.70 MILES (1.13 KM)
 AJ2658'TO OAK POST AVENUE.  THE STATION IS ON THE RIGHT.
 AJ2658'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2658'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2658'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 118.00 FEET (35.97 M)
 AJ2658'NORTH OF THE NORTH CURB LINE OF OAK POST AVENUE, 109.40 FEET (33.35 M)
 AJ2658'WEST OF THE WEST CURB LINE OF AIRWAYS ROAD, 18.70 FEET (5.70 M) SOUTH
 AJ2658'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A NATURAL GAS
 AJ2658'STATION NAMED AIRWAYS.  THE STATION IS GUARDED BY A YELLOW CARSONITE
 AJ2658'MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1616 ***********************************************************************
 FC1616  DESIGNATION -  1605
 FC1616  PID         -  FC1616
 FC1616  STATE/COUNTY-  TN/BLOUNT
 FC1616  USGS QUAD   -  BINFIELD (1990)
 FC1616
 FC1616                         *CURRENT SURVEY CONTROL
 FC1616  ___________________________________________________________________
 FC1616* NAD 83(1986)-  35 43 25.     (N)    084 00 06.     (W)     SCALED    
 FC1616* NAVD 88     -       320.562  (meters)    1051.71   (feet)  ADJUSTED  
 FC1616  ___________________________________________________________________
 FC1616  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC1616  DYNAMIC HT  -         320.258 (meters)    1050.71  (feet)  COMP
 FC1616  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FC1616
 FC1616  VERT ORDER  -  FIRST     CLASS II
 FC1616
 FC1616.The horizontal coordinates were scaled from a topographic map and have
 FC1616.an estimated accuracy of +/- 6 seconds.
 FC1616
 FC1616.The orthometric height was determined by differential leveling
 FC1616.and adjusted by the National Geodetic Survey in June 1991..
 FC1616
 FC1616.The geoid height was determined by GEOID03.
 FC1616
 FC1616.The dynamic height is computed by dividing the NAVD 88
 FC1616.geopotential number by the normal gravity value computed on the
 FC1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1616.degrees latitude (g = 980.6199 gals.).
 FC1616
 FC1616.The modeled gravity was interpolated from observed gravity values.
 FC1616
 FC1616;                    North         East    Units  Estimated Accuracy
 FC1616;SPC TN       -   156,100.      780,780.      MT  (+/- 180 meters Scaled)
 FC1616
 FC1616                          SUPERSEDED SURVEY CONTROL
 FC1616
 FC1616  NGVD 29 (12/12/91)  320.681  (m)         1052.10   (f) ADJUSTED    1 2
 FC1616
 FC1616.Superseded values are not recommended for survey control.
 FC1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1616.See file dsdata.txt to determine how the superseded data were derived.
 FC1616
 FC1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE712574(NAD 83)
 FC1616_MARKER: DD = SURVEY DISK
 FC1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1616_SP_SET: CONCRETE POST
 FC1616_STAMPING: 1605
 FC1616_MARK LOGO: TNGS  
 FC1616_PROJECTION: PROJECTING 45 CENTIMETERS
 FC1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1616+STABILITY: SURFACE MOTION
 FC1616
 FC1616  HISTORY     - Date     Condition        Report By
 FC1616  HISTORY     - UNK      MONUMENTED       TNGS
 FC1616  HISTORY     - 1983     GOOD             NGS
 FC1616
 FC1616                          STATION DESCRIPTION
 FC1616
 FC1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1616'4.0 KM (2.5 MI) SW FROM MARYVILLE.
 FC1616'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1616'CITY HALL IN MARYVILLE TO THE MARK ON THE LEFT, 8.87 METERS (29.1 FT)
 FC1616'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAYS, 53.13 METERS (274.3 FT)
 FC1616'SOUTHWEST OF A SIGN (WELCOME TO MARYVILLE), 2.74 METERS (9.0 FT)
 FC1616'NORTHEAST OF UTILITY POLE 69 WITH TWO GUY WIRES.
 FC1616'THE MARK IS 0.10 METERS  NW FROM A WITNESS POST.
 FC1616'THE MARK IS 0.18 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1615 ***********************************************************************
 FC1615  DESIGNATION -  1607
 FC1615  PID         -  FC1615
 FC1615  STATE/COUNTY-  TN/BLOUNT
 FC1615  USGS QUAD   -  BINFIELD (1990)
 FC1615
 FC1615                         *CURRENT SURVEY CONTROL
 FC1615  ___________________________________________________________________
 FC1615* NAD 83(1986)-  35 43 00.     (N)    084 00 53.     (W)     SCALED    
 FC1615* NAVD 88     -       345.862  (meters)    1134.72   (feet)  ADJUSTED  
 FC1615  ___________________________________________________________________
 FC1615  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1615  DYNAMIC HT  -         345.534 (meters)    1133.64  (feet)  COMP
 FC1615  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FC1615
 FC1615  VERT ORDER  -  FIRST     CLASS II
 FC1615
 FC1615.The horizontal coordinates were scaled from a topographic map and have
 FC1615.an estimated accuracy of +/- 6 seconds.
 FC1615
 FC1615.The orthometric height was determined by differential leveling
 FC1615.and adjusted by the National Geodetic Survey in June 1991..
 FC1615
 FC1615.The geoid height was determined by GEOID03.
 FC1615
 FC1615.The dynamic height is computed by dividing the NAVD 88
 FC1615.geopotential number by the normal gravity value computed on the
 FC1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1615.degrees latitude (g = 980.6199 gals.).
 FC1615
 FC1615.The modeled gravity was interpolated from observed gravity values.
 FC1615
 FC1615;                    North         East    Units  Estimated Accuracy
 FC1615;SPC TN       -   155,300.      779,620.      MT  (+/- 180 meters Scaled)
 FC1615
 FC1615                          SUPERSEDED SURVEY CONTROL
 FC1615
 FC1615  NGVD 29 (12/12/91)  345.981  (m)         1135.11   (f) ADJUSTED    1 2
 FC1615
 FC1615.Superseded values are not recommended for survey control.
 FC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1615.See file dsdata.txt to determine how the superseded data were derived.
 FC1615
 FC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE700566(NAD 83)
 FC1615_MARKER: DD = SURVEY DISK
 FC1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1615_SP_SET: CONCRETE POST
 FC1615_STAMPING: 1607
 FC1615_MARK LOGO: TNGS  
 FC1615_PROJECTION: FLUSH
 FC1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1615+STABILITY: SURFACE MOTION
 FC1615
 FC1615  HISTORY     - Date     Condition        Report By
 FC1615  HISTORY     - UNK      MONUMENTED       TNGS
 FC1615  HISTORY     - 1983     GOOD             NGS
 FC1615
 FC1615                          STATION DESCRIPTION
 FC1615
 FC1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1615'5.5 KM (3.4 MI) SW FROM MARYVILLE.
 FC1615'5.5 KM (3.4 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1615'CITY HALL IN MARYVILLE TO THE MARK ON THE LEFT, 8.84 METERS (29.0 FT)
 FC1615'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAYS, 0.91 METER (3.0 FT)
 FC1615'NORTHEAST OF THE SOUTHWEST END POST OF A BARBED WIRE FENCE, 0.52 METER
 FC1615'(1.7 FT) SOUTHEAST OF UTILITY POLE 91, 0.24 METER (0.8 FT)
 FC1615'NORTH-NORTHWEST OF A BARBED WIRE FENCE.
 FC1615'THE MARK IS 0.17 METERS  NNW FROM A WITNESS POST.
 FC1615'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0352 ***********************************************************************
 FC0352  DESIGNATION -  1618.244
 FC0352  PID         -  FC0352
 FC0352  STATE/COUNTY-  TN/POLK
 FC0352  USGS QUAD   -  ISABELLA (1978)
 FC0352
 FC0352                         *CURRENT SURVEY CONTROL
 FC0352  ___________________________________________________________________
 FC0352* NAD 83(1986)-  35 05 50.     (N)    084 21 47.     (W)     SCALED    
 FC0352* NAVD 88     -       493.013  (meters)    1617.49   (feet)  ADJUSTED  
 FC0352  ___________________________________________________________________
 FC0352  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC0352  DYNAMIC HT  -         492.514 (meters)    1615.86  (feet)  COMP
 FC0352  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 FC0352
 FC0352  VERT ORDER  -  SECOND    CLASS II
 FC0352
 FC0352.The horizontal coordinates were scaled from a topographic map and have
 FC0352.an estimated accuracy of +/- 6 seconds.
 FC0352
 FC0352.The orthometric height was determined by differential leveling
 FC0352.and adjusted by the National Geodetic Survey in June 1991..
 FC0352
 FC0352.The geoid height was determined by GEOID03.
 FC0352
 FC0352.The dynamic height is computed by dividing the NAVD 88
 FC0352.geopotential number by the normal gravity value computed on the
 FC0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0352.degrees latitude (g = 980.6199 gals.).
 FC0352
 FC0352.The modeled gravity was interpolated from observed gravity values.
 FC0352
 FC0352;                    North         East    Units  Estimated Accuracy
 FC0352;SPC TN       -    86,000.      749,250.      MT  (+/- 180 meters Scaled)
 FC0352
 FC0352                          SUPERSEDED SURVEY CONTROL
 FC0352
 FC0352  NGVD 29 (??/??/92)  493.052  (m)         1617.62   (f) ADJ UNCH    2 0
 FC0352
 FC0352.Superseded values are not recommended for survey control.
 FC0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0352.See file dsdata.txt to determine how the superseded data were derived.
 FC0352
 FC0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD403870(NAD 83)
 FC0352_MARKER: DB = BENCH MARK DISK
 FC0352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FC0352_SP_SET: STONE CULVERT WINGWALL
 FC0352_STAMPING: 1618.244
 FC0352_MARK LOGO: USGS  
 FC0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0352+STABILITY: SURFACE MOTION
 FC0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0352+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 FC0352
 FC0352  HISTORY     - Date     Condition        Report By
 FC0352  HISTORY     - UNK      MONUMENTED       USGS
 FC0352  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0352  HISTORY     - 20000711 GOOD             NCGS
 FC0352  HISTORY     - 20000711 GOOD             NCGS
 FC0352  HISTORY     - 20050602 GOOD             CAS
 FC0352
 FC0352                          STATION DESCRIPTION
 FC0352
 FC0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0352'0.7 MI NE FROM HARBUCK.
 FC0352'0.7 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0352'FROM HARBUCK, POLK COUNTY, 0.6 MILE SOUTHWEST OF MILEPOST L 371,
 FC0352'AT THE BRIDGE OVER NIGGER CREEK, IN THE TOP OF THE FOURTH
 FC0352'COURSE OF STONE FROM THE TOP OF THE NORTH STONE ABUTMENT, 12
 FC0352'FEET EAST OF THE EAST RAIL AND ABOUT 13 FEET LOWER THAN THE TOP
 FC0352'OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC0352'STAMPED 1618.244.
 FC0352
 FC0352                          STATION RECOVERY (2000)
 FC0352
 FC0352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0352'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. PROCEED ALONG
 FC0352'TENNESSEE STATE HIGHWAY 123 FOR 1.25 MI (2.01 KM) WEST FROM THE NORTH
 FC0352'CAROLINA/TENNESSEE STATE LINE, THENCE WEST FOR 3.8 MI (6.1 KM) ALONG
 FC0352'TENNESSEE STATE HIGHWAY 68, THENCE EAST FOR 0.05 MI (0.08 KM) ALONG
 FC0352'KIMSEY DAIRY RD, THENCE SOUTHEAST FOR 0.4 MI (0.6 KM) ALONG A DIRT
 FC0352'ROAD TO THE RAILROAD TRACKS, IN THE EAST WINGWALL OF THE SOUTH END OF
 FC0352'A CULVERT AND IN TOP OF THE FOURTH COURSE OF STONE FROM THE TOP.
 FC0352'MARK IS ABOUT 10-FT LOWER THAN THE RAILROAD TRACKS. LOCATED 204.0 FT
 FC0352'(62.2 M) SOUTHWEST OF THE CENTERLINE OF ROAD AND TRACKS, 19.2 FT (5.9
 FC0352'M) SOUTHEAST OF THE SOUTHEAST RAIL AND 44.3 FT (13.5 M) NORTHWEST OF
 FC0352'THE SOUTHWEST CORNER OF THE FRAME GARAGE.
 FC0352
 FC0352                          STATION RECOVERY (2000)
 FC0352
 FC0352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0352'RECOVERED AS DESCRIBED.
 FC0352
 FC0352                          STATION RECOVERY (2005)
 FC0352
 FC0352'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FC0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0572 ***********************************************************************
 GA0572  DESIGNATION -  1626
 GA0572  PID         -  GA0572
 GA0572  STATE/COUNTY-  TN/WASHINGTON
 GA0572  USGS QUAD   -  JOHNSON CITY (1968)
 GA0572
 GA0572                         *CURRENT SURVEY CONTROL
 GA0572  ___________________________________________________________________
 GA0572* NAD 83(1986)-  36 18 56.     (N)    082 21 11.     (W)     SCALED    
 GA0572* NAVD 88     -       495.522  (meters)    1625.73   (feet)  ADJUSTED  
 GA0572  ___________________________________________________________________
 GA0572  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0572  DYNAMIC HT  -         495.052 (meters)    1624.18  (feet)  COMP
 GA0572  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 GA0572
 GA0572  VERT ORDER  -  SECOND    CLASS 0
 GA0572
 GA0572.The horizontal coordinates were scaled from a topographic map and have
 GA0572.an estimated accuracy of +/- 6 seconds.
 GA0572
 GA0572.The orthometric height was determined by differential leveling
 GA0572.and adjusted by the National Geodetic Survey in June 1991..
 GA0572
 GA0572.The geoid height was determined by GEOID03.
 GA0572
 GA0572.The dynamic height is computed by dividing the NAVD 88
 GA0572.geopotential number by the normal gravity value computed on the
 GA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0572.degrees latitude (g = 980.6199 gals.).
 GA0572
 GA0572.The modeled gravity was interpolated from observed gravity values.
 GA0572
 GA0572;                    North         East    Units  Estimated Accuracy
 GA0572;SPC TN       -   226,030.      927,430.      MT  (+/- 180 meters Scaled)
 GA0572
 GA0572                          SUPERSEDED SURVEY CONTROL
 GA0572
 GA0572  NGVD 29 (??/??/92)  495.666  (m)         1626.20   (f) ADJ UNCH    2 0
 GA0572
 GA0572.Superseded values are not recommended for survey control.
 GA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0572.See file dsdata.txt to determine how the superseded data were derived.
 GA0572
 GA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785197(NAD 83)
 GA0572_MARKER: DD = SURVEY DISK
 GA0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0572_SP_SET: BUILDING
 GA0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0572
 GA0572  HISTORY     - Date     Condition        Report By
 GA0572  HISTORY     - UNK      MONUMENTED       USGS
 GA0572  HISTORY     - 1934     GOOD             NGS
 GA0572  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0572
 GA0572                          STATION DESCRIPTION
 GA0572
 GA0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0572'AT JOHNSON CITY.
 GA0572'AT JOHNSON CITY, WASHINGTON COUNTY, IN THE SOUTH FACE OF THE
 GA0572'ANDERSON DRUG CO. BRICK BUILDING, 3 FEET WEST OF THE ENTRANCE,
 GA0572'AND 4 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 GA0572'STANDARD DISK, SET VERTICALLY.
 GA0572
 GA0572                          STATION RECOVERY (2001)
 GA0572
 GA0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0354 ***********************************************************************
 FC0354  DESIGNATION -  1638.000
 FC0354  PID         -  FC0354
 FC0354  STATE/COUNTY-  TN/POLK
 FC0354  USGS QUAD   -  DUCKTOWN (1990)
 FC0354
 FC0354                         *CURRENT SURVEY CONTROL
 FC0354  ___________________________________________________________________
 FC0354* NAD 83(1986)-  35 04 21.     (N)    084 23 33.     (W)     SCALED    
 FC0354* NAVD 88     -       499.135  (meters)    1637.58   (feet)  ADJUSTED  
 FC0354  ___________________________________________________________________
 FC0354  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC0354  DYNAMIC HT  -         498.631 (meters)    1635.93  (feet)  COMP
 FC0354  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 FC0354
 FC0354  VERT ORDER  -  SECOND    CLASS 0
 FC0354
 FC0354.The horizontal coordinates were scaled from a topographic map and have
 FC0354.an estimated accuracy of +/- 6 seconds.
 FC0354
 FC0354.The orthometric height was determined by differential leveling
 FC0354.and adjusted by the National Geodetic Survey in June 1991..
 FC0354
 FC0354.The geoid height was determined by GEOID03.
 FC0354
 FC0354.The dynamic height is computed by dividing the NAVD 88
 FC0354.geopotential number by the normal gravity value computed on the
 FC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0354.degrees latitude (g = 980.6199 gals.).
 FC0354
 FC0354.The modeled gravity was interpolated from observed gravity values.
 FC0354
 FC0354;                    North         East    Units  Estimated Accuracy
 FC0354;SPC TN       -    83,220.      746,620.      MT  (+/- 180 meters Scaled)
 FC0354
 FC0354                          SUPERSEDED SURVEY CONTROL
 FC0354
 FC0354  NGVD 29 (??/??/92)  499.174  (m)         1637.71   (f) ADJ UNCH    2 0
 FC0354
 FC0354.Superseded values are not recommended for survey control.
 FC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0354.See file dsdata.txt to determine how the superseded data were derived.
 FC0354
 FC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD377841(NAD 83)
 FC0354_MARKER: DD = SURVEY DISK
 FC0354_SETTING: 66 = SET IN ROCK OUTCROP
 FC0354_SP_SET: LEDGE
 FC0354_STAMPING: 1638.000
 FC0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0354+STABILITY: POSITION/ELEVATION WELL
 FC0354
 FC0354  HISTORY     - Date     Condition        Report By
 FC0354  HISTORY     - UNK      MONUMENTED       USGS
 FC0354  HISTORY     - 1933     GOOD             NGS
 FC0354
 FC0354                          STATION DESCRIPTION
 FC0354
 FC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0354'2.6 MI N FROM POSTELLE.
 FC0354'2.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0354'THE STATION AT POSTELLE, POLK COUNTY, 500 FEET NORTH OF BRIDGE 64,
 FC0354'125 FEET NORTH OF MILEPOST L 374, 250 FEET EAST OF THE TRACK,
 FC0354'120 FEET EAST OF BRUSH CREEK, 75 FEET SOUTH OF A FENCE, ON
 FC0354'THE WEST SIDE OF A HILL, AND IN THE TOP OF A ROCK LEDGE, ABOUT
 FC0354'25 FEET LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 FC0354'STANDARD DISK, STAMPED 1638.000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2659 ***********************************************************************
 AJ2659  DESIGNATION -  164
 AJ2659  PID         -  AJ2659
 AJ2659  STATE/COUNTY-  TN/SHELBY
 AJ2659  USGS QUAD   -  OLIVE BRANCH (1982)
 AJ2659
 AJ2659                         *CURRENT SURVEY CONTROL
 AJ2659  ___________________________________________________________________
 AJ2659* NAD 83(1995)-  34 59 39.79642(N)    089 50 54.53445(W)     ADJUSTED  
 AJ2659* NAVD 88     -       110.05   (meters)     361.1    (feet)  LEVELING  
 AJ2659  ___________________________________________________________________
 AJ2659  X           -      13,832.927 (meters)                     COMP
 AJ2659  Y           -  -5,230,833.273 (meters)                     COMP
 AJ2659  Z           -   3,637,404.227 (meters)                     COMP
 AJ2659  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AJ2659  ELLIP HEIGHT-          82.56  (meters)          (04/26/01) GPS OBS
 AJ2659  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ2659
 AJ2659  HORZ ORDER  -  FIRST
 AJ2659  VERT ORDER  -  THIRD ?
 AJ2659  ELLP ORDER  -  FOURTH    CLASS I
 AJ2659
 AJ2659.The horizontal coordinates were established by GPS observations
 AJ2659.and adjusted by the National Geodetic Survey in April 2001..
 AJ2659
 AJ2659.The orthometric height was determined by differential leveling.
 AJ2659.The vertical network tie was performed by a horz. field party for horz.
 AJ2659.obs reductions. Reset procedures were used to establish the elevation.
 AJ2659
 AJ2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2659
 AJ2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2659
 AJ2659.The ellipsoidal height was determined by GPS observations
 AJ2659.and is referenced to NAD 83.
 AJ2659
 AJ2659.The geoid height was determined by GEOID03.
 AJ2659
 AJ2659;                    North         East     Units Scale Factor Converg.
 AJ2659;SPC TN       -    80,252.979   248,726.401   MT  1.00005494   -2 15 11.0
 AJ2659;SPC TN       -   263,296.65    816,029.87   sFT  1.00005494   -2 15 11.0
 AJ2659;UTM  16      - 3,876,128.778   240,016.631   MT  1.00043312   -1 38 04.2
 AJ2659
 AJ2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2659!SPC TN       -   0.99998704  x   1.00005494  =   1.00004198
 AJ2659!UTM  16      -   0.99998704  x   1.00043312  =   1.00042016
 AJ2659
 AJ2659                          SUPERSEDED SURVEY CONTROL
 AJ2659
 AJ2659.No superseded survey control is available for this station.
 AJ2659
 AJ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4001776129(NAD 83)
 AJ2659_MARKER: DD = SURVEY DISK
 AJ2659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2659+WITH SETTING: INFORMATION.
 AJ2659_STAMPING: 164
 AJ2659_MARK LOGO: MLGW  
 AJ2659_PROJECTION: FLUSH
 AJ2659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2659+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2659_ROD/PIPE-DEPTH:  0.8 meters
 AJ2659
 AJ2659  HISTORY     - Date     Condition        Report By
 AJ2659  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2659
 AJ2659                          STATION DESCRIPTION
 AJ2659
 AJ2659'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2659'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 2.50
 AJ2659'MILES (4.02 KM) SOUTH OF THE HICKORY HILL COMMUNITY AT THE
 AJ2659'TENNESSEE-MISSISSIPPI STATE LINE.
 AJ2659'TO REACH THE STATION FROM THE INTERSECTION OF HOLMES ROAD AND CRUMPLER
 AJ2659'ROAD, GO SOUTH ON CRUMPLER ROAD FOR APPROXIMATELY 0.80 MILES (1.29 KM)
 AJ2659'TO STATE LINE ROAD.  THE STATION IS ON THE RIGHT.
 AJ2659'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2659'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2659'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 144.OO FEET SOUTH OF THE
 AJ2659'CENTER OF A 30 INCH CONCRETE DRAIN PIPE UNDER CRUMPLER ROAD, 135.00
 AJ2659'FEET (41.15 M) SOUTH OF THE SOUTH LINE OF A CEMETERY, 30.00 FEET (9.14
 AJ2659'M) WEST OF THE CENTERLINE OF CRUMPLER ROAD AND IN LINE WITH THE
 AJ2659'CENTERLINE PROJECTION OF STATE LINE ROAD, 26.50 FEET (8.08 M)
 AJ2659'SOUTHWEST OF A WOOD POWER POLE NO.  135856.  THE CAP AND CONCRETE ARE
 AJ2659'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2660 ***********************************************************************
 AJ2660  DESIGNATION -  165
 AJ2660  PID         -  AJ2660
 AJ2660  STATE/COUNTY-  TN/SHELBY
 AJ2660  USGS QUAD   -  OLIVE BRANCH (1982)
 AJ2660
 AJ2660                         *CURRENT SURVEY CONTROL
 AJ2660  ___________________________________________________________________
 AJ2660* NAD 83(1995)-  34 59 40.49992(N)    089 48 46.30227(W)     ADJUSTED  
 AJ2660* NAVD 88     -       124.11   (meters)     407.2    (feet)  LEVELING  
 AJ2660  ___________________________________________________________________
 AJ2660  X           -      17,084.863 (meters)                     COMP
 AJ2660  Y           -  -5,230,822.739 (meters)                     COMP
 AJ2660  Z           -   3,637,430.045 (meters)                     COMP
 AJ2660  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AJ2660  ELLIP HEIGHT-          96.61  (meters)          (04/26/01) GPS OBS
 AJ2660  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ2660
 AJ2660  HORZ ORDER  -  FIRST
 AJ2660  VERT ORDER  -  THIRD ?
 AJ2660  ELLP ORDER  -  FOURTH    CLASS I
 AJ2660
 AJ2660.The horizontal coordinates were established by GPS observations
 AJ2660.and adjusted by the National Geodetic Survey in April 2001..
 AJ2660
 AJ2660.The orthometric height was determined by differential leveling.
 AJ2660.The vertical network tie was performed by a horz. field party for horz.
 AJ2660.obs reductions. Reset procedures were used to establish the elevation.
 AJ2660
 AJ2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2660
 AJ2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2660
 AJ2660.The ellipsoidal height was determined by GPS observations
 AJ2660.and is referenced to NAD 83.
 AJ2660
 AJ2660.The geoid height was determined by GEOID03.
 AJ2660
 AJ2660;                    North         East     Units Scale Factor Converg.
 AJ2660;SPC TN       -    80,147.385   251,976.844   MT  1.00005489   -2 13 55.9
 AJ2660;SPC TN       -   262,950.21    826,694.03   sFT  1.00005489   -2 13 55.9
 AJ2660;UTM  16      - 3,876,058.243   243,269.221   MT  1.00041240   -1 36 50.6
 AJ2660
 AJ2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2660!SPC TN       -   0.99998484  x   1.00005489  =   1.00003972
 AJ2660!UTM  16      -   0.99998484  x   1.00041240  =   1.00039723
 AJ2660
 AJ2660                          SUPERSEDED SURVEY CONTROL
 AJ2660
 AJ2660.No superseded survey control is available for this station.
 AJ2660
 AJ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4326976058(NAD 83)
 AJ2660_MARKER: DD = SURVEY DISK
 AJ2660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2660+WITH SETTING: INFORMATION.
 AJ2660_STAMPING: 165
 AJ2660_MARK LOGO: MLGW  
 AJ2660_PROJECTION: FLUSH
 AJ2660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2660+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AJ2660_ROD/PIPE-DEPTH:  0.8 meters
 AJ2660
 AJ2660  HISTORY     - Date     Condition        Report By
 AJ2660  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2660  HISTORY     - 20031030 GOOD             TN1620
 AJ2660
 AJ2660                          STATION DESCRIPTION
 AJ2660
 AJ2660'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2660'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 2.50
 AJ2660'MILES (4.02 KM) SOUTHEAST OF THE HICKORY HILL COMMUNITY AT THE
 AJ2660'TENNESSEE MISSISSIPPI STATE LINE.
 AJ2660'TO REACH THE STATION FROM THE INTERSECTION OF RIVERDALE ROAD
 AJ2660'(RIVERDALE ROAD TO THE NORTH, GERMANTOWN ROAD TO THE SOUTH) AND STATE
 AJ2660'LINE ROAD, AT THE TENNESSEE-MISSISSIPPI STATE LINE, PROCEED EAST ON
 AJ2660'STATE LINE ROAD APPROXIMATELY 1.00 MILES (1.61 KM) TO ALEXANDER ROAD
 AJ2660'(ALEXANDER ROAD TO SOUTH INTO MISSISSIPPI) .  THE STATION IS ON THE
 AJ2660'LEFT.
 AJ2660'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2660'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2660'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 100.40 FEET (30.60 M)
 AJ2660'SOUTHEAST OF A WOOD POWER POLE NO.  225298, 64.00 FEET (19.51 M) EAST
 AJ2660'OF THE CENTERLINE PROJECTION OF ALEXANDER ROAD, 11.10 FEET (3.38 M)
 AJ2660'NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE LINE ROAD, 6.80 FEET
 AJ2660'(2.07 M) SOUTH OF A SPLIT RAIL FENCE.  THE CAP AND CONCRETE ARE SET
 AJ2660'FLUSH WITH THE GROUND.
 AJ2660
 AJ2660                          STATION RECOVERY (2003)
 AJ2660
 AJ2660'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2077 ***********************************************************************
 EG2077  DESIGNATION -  166
 EG2077  PID         -  EG2077
 EG2077  STATE/COUNTY-  TN/SHELBY
 EG2077  USGS QUAD   -  BYHALIA NW (1971)
 EG2077
 EG2077                         *CURRENT SURVEY CONTROL
 EG2077  ___________________________________________________________________
 EG2077* NAD 83(1995)-  34 59 32.20201(N)    089 44 31.24344(W)     ADJUSTED  
 EG2077* NAVD 88     -       107.141  (meters)     351.51   (feet)  ADJUSTED  
 EG2077  ___________________________________________________________________
 EG2077  X           -      23,553.673 (meters)                     COMP
 EG2077  Y           -  -5,230,930.360 (meters)                     COMP
 EG2077  Z           -   3,637,210.824 (meters)                     COMP
 EG2077  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EG2077  ELLIP HEIGHT-          79.64  (meters)          (04/26/01) GPS OBS
 EG2077  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG2077  DYNAMIC HT  -         107.041 (meters)     351.18  (feet)  COMP
 EG2077  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 EG2077
 EG2077  HORZ ORDER  -  FIRST
 EG2077  VERT ORDER  -  FIRST     CLASS II
 EG2077  ELLP ORDER  -  FOURTH    CLASS I
 EG2077
 EG2077.The horizontal coordinates were established by GPS observations
 EG2077.and adjusted by the National Geodetic Survey in April 2001..
 EG2077
 EG2077.The orthometric height was determined by differential leveling
 EG2077.and adjusted by the National Geodetic Survey in August 1995..
 EG2077
 EG2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2077
 EG2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2077
 EG2077.The ellipsoidal height was determined by GPS observations
 EG2077.and is referenced to NAD 83.
 EG2077
 EG2077.The geoid height was determined by GEOID03.
 EG2077
 EG2077.The dynamic height is computed by dividing the NAVD 88
 EG2077.geopotential number by the normal gravity value computed on the
 EG2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2077.degrees latitude (g = 980.6199 gals.).
 EG2077
 EG2077.The modeled gravity was interpolated from observed gravity values.
 EG2077
 EG2077;                    North         East     Units Scale Factor Converg.
 EG2077;SPC TN       -    79,642.237   258,430.769   MT  1.00005547   -2 11 26.6
 EG2077;SPC TN       -   261,292.91    847,868.28   sFT  1.00005547   -2 11 26.6
 EG2077;UTM  16      - 3,875,622.567   249,730.394   MT  1.00037202   -1 34 23.8
 EG2077
 EG2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2077!SPC TN       -   0.99998750  x   1.00005547  =   1.00004297
 EG2077!UTM  16      -   0.99998750  x   1.00037202  =   1.00035951
 EG2077
 EG2077                          SUPERSEDED SURVEY CONTROL
 EG2077
 EG2077  NAVD 88 (03/28/02)  107.14   (m)          351.5    (f) LEVELING    3  
 EG2077
 EG2077.Superseded values are not recommended for survey control.
 EG2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2077.See file dsdata.txt to determine how the superseded data were derived.
 EG2077
 EG2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4973075623(NAD 83)
 EG2077_MARKER: DD = SURVEY DISK
 EG2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2077_SP_SET: CONCRETE POST
 EG2077_STAMPING: 166
 EG2077_MARK LOGO: MLGW  
 EG2077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2077+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 EG2077
 EG2077  HISTORY     - Date     Condition        Report By
 EG2077  HISTORY     - UNK      MONUMENTED       MLGW
 EG2077  HISTORY     - 19920114 GOOD             NGS
 EG2077  HISTORY     - 19991228 GOOD             TN1620
 EG2077  HISTORY     - 20031002 GOOD             USACE
 EG2077  HISTORY     - 20031030 GOOD             TN1620
 EG2077
 EG2077                          STATION DESCRIPTION
 EG2077
 EG2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 EG2077'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EG2077'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 EG2077'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 6.1 KM (3.80 MI)
 EG2077'SOUTHWESTERLY ALONG COUNTY ROAD 175, THENCE 1.6 KM (1.00 MI) SOUTHERLY
 EG2077'ALONG REYNOLDS ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG HOLMES
 EG2077'ROAD, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG CENTER HILL ROAD, 81.3
 EG2077'M (266.7 FT) NORTH OF THE EXTENDED CENTER OF STATE LINE ROAD, 50.9 M
 EG2077'(167.0 FT) SOUTH OF THE WEST END OF A 30-INCH PIPE CULVERT, 16.2 M
 EG2077'(53.1 FT) NORTHEAST OF A UTILITY POLE, 5.1 M (16.7 FT) WEST OF AND
 EG2077'LEVEL WITH THE CENTER OF THE ROAD, 2.3 M (7.5 FT) EAST OF A WITNESS
 EG2077'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EG2077
 EG2077                          STATION RECOVERY (1999)
 EG2077
 EG2077'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 EG2077'RECOVERED AS DESCRIBED.
 EG2077
 EG2077                          STATION RECOVERY (2003)
 EG2077
 EG2077'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG2077'MARK IS ACTUALLY IN DESOTO COUNTY, MS.
 EG2077
 EG2077                          STATION RECOVERY (2003)
 EG2077
 EG2077'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 EG2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2661 ***********************************************************************
 AJ2661  DESIGNATION -  167
 AJ2661  PID         -  AJ2661
 AJ2661  STATE/COUNTY-  TN/SHELBY
 AJ2661  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2661
 AJ2661                         *CURRENT SURVEY CONTROL
 AJ2661  ___________________________________________________________________
 AJ2661* NAD 83(1995)-  35 00 03.72669(N)    089 42 24.01202(W)     ADJUSTED  
 AJ2661* NAVD 88     -       116.0    (meters)     381.     (feet)  GPS OBS   
 AJ2661  ___________________________________________________________________
 AJ2661  X           -      26,777.475 (meters)                     COMP
 AJ2661  Y           -  -5,230,364.892 (meters)                     COMP
 AJ2661  Z           -   3,638,011.730 (meters)                     COMP
 AJ2661  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AJ2661  ELLIP HEIGHT-          88.47  (meters)          (04/26/01) GPS OBS
 AJ2661  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AJ2661
 AJ2661  HORZ ORDER  -  FIRST
 AJ2661  ELLP ORDER  -  FOURTH    CLASS I
 AJ2661
 AJ2661.The horizontal coordinates were established by GPS observations
 AJ2661.and adjusted by the National Geodetic Survey in April 2001..
 AJ2661
 AJ2661.The orthometric height was determined by GPS observations and a
 AJ2661.high-resolution geoid model.
 AJ2661
 AJ2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2661
 AJ2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2661
 AJ2661.The ellipsoidal height was determined by GPS observations
 AJ2661.and is referenced to NAD 83.
 AJ2661
 AJ2661.The geoid height was determined by GEOID03.
 AJ2661
 AJ2661;                    North         East     Units Scale Factor Converg.
 AJ2661;SPC TN       -    80,490.318   261,692.015   MT  1.00005326   -2 10 12.1
 AJ2661;SPC TN       -   264,075.32    858,567.89   sFT  1.00005326   -2 10 12.1
 AJ2661;UTM  16      - 3,876,505.994   252,983.317   MT  1.00035208   -1 33 11.9
 AJ2661
 AJ2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2661!SPC TN       -   0.99998611  x   1.00005326  =   1.00003937
 AJ2661!UTM  16      -   0.99998611  x   1.00035208  =   1.00033819
 AJ2661
 AJ2661                          SUPERSEDED SURVEY CONTROL
 AJ2661
 AJ2661.No superseded survey control is available for this station.
 AJ2661
 AJ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5298376506(NAD 83)
 AJ2661_MARKER: DD = SURVEY DISK
 AJ2661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2661+WITH SETTING: INFORMATION.
 AJ2661_STAMPING: 167
 AJ2661_MARK LOGO: MLGW  
 AJ2661_PROJECTION: FLUSH
 AJ2661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2661+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2661_ROD/PIPE-DEPTH:  0.8 meters
 AJ2661
 AJ2661  HISTORY     - Date     Condition        Report By
 AJ2661  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2661  HISTORY     - 20030507 GOOD             TN1620
 AJ2661
 AJ2661                          STATION DESCRIPTION
 AJ2661
 AJ2661'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2661'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2661'MILES (0.97 KM) SOUTH OF COLLIERVILLE TENNESSEE.
 AJ2661'TO REACH THE STATION FROM THE INTERSECTION OF THE EAST SHELBY DRIVE
 AJ2661'AND FLEMING ROAD IN COLLIERVILLE, PROCEED SOUTH ON FLEMING ROAD FOR
 AJ2661'APPROXIMATELY 1.50 MILE (2.41 KM) TO HOLMES ROAD EAST, CONTINUE SOUTH
 AJ2661'OF FLEMING ROAD FOR 0.35 MILES (0.56 KM) TO THE STATION ON THE LEFT.
 AJ2661'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2661'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2661'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 0.20 MILES
 AJ2661'(0.32 KM) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE, 58.00 FEET
 AJ2661'(17.68 M) SOUTH OF A 18 INCH OAK TREE IN A FENCE LINE (TREE IS BLAZED
 AJ2661'ON THE SOUTH SIDE) , 17.50 FEET (5.33 M) WEST OF THE CENTERLINE OF
 AJ2661'FLEMING ROAD, 2.00 FEET (0.61 M) EAST OF A BARBWIRE FENCE.  THE
 AJ2661'STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE
 AJ2661'ARE SET FLUSH WITH THE GROUND.
 AJ2661
 AJ2661                          STATION RECOVERY (2003)
 AJ2661
 AJ2661'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2662 ***********************************************************************
 AJ2662  DESIGNATION -  169
 AJ2662  PID         -  AJ2662
 AJ2662  STATE/COUNTY-  TN/SHELBY
 AJ2662  USGS QUAD   -  BYHALIA NW (1971)
 AJ2662
 AJ2662                         *CURRENT SURVEY CONTROL
 AJ2662  ___________________________________________________________________
 AJ2662* NAD 83(1995)-  34 59 49.42227(N)    089 39 47.47754(W)     ADJUSTED  
 AJ2662* NAVD 88     -       126.1    (meters)     414.     (feet)  GPS OBS   
 AJ2662  ___________________________________________________________________
 AJ2662  X           -      30,748.329 (meters)                     COMP
 AJ2662  Y           -  -5,230,604.124 (meters)                     COMP
 AJ2662  Z           -   3,637,656.383 (meters)                     COMP
 AJ2662  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AJ2662  ELLIP HEIGHT-          98.51  (meters)          (04/26/01) GPS OBS
 AJ2662  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ2662
 AJ2662  HORZ ORDER  -  FIRST
 AJ2662  ELLP ORDER  -  FOURTH    CLASS I
 AJ2662
 AJ2662.The horizontal coordinates were established by GPS observations
 AJ2662.and adjusted by the National Geodetic Survey in April 2001..
 AJ2662
 AJ2662.The orthometric height was determined by GPS observations and a
 AJ2662.high-resolution geoid model.
 AJ2662
 AJ2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2662
 AJ2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2662
 AJ2662.The ellipsoidal height was determined by GPS observations
 AJ2662.and is referenced to NAD 83.
 AJ2662
 AJ2662.The geoid height was determined by GEOID03.
 AJ2662
 AJ2662;                    North         East     Units Scale Factor Converg.
 AJ2662;SPC TN       -    79,900.361   265,642.240   MT  1.00005426   -2 08 40.5
 AJ2662;SPC TN       -   262,139.77    871,527.92   sFT  1.00005426   -2 08 40.5
 AJ2662;UTM  16      - 3,875,958.421   256,940.794   MT  1.00032817   -1 31 41.4
 AJ2662
 AJ2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2662!SPC TN       -   0.99998454  x   1.00005426  =   1.00003880
 AJ2662!UTM  16      -   0.99998454  x   1.00032817  =   1.00031270
 AJ2662
 AJ2662                          SUPERSEDED SURVEY CONTROL
 AJ2662
 AJ2662.No superseded survey control is available for this station.
 AJ2662
 AJ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5694175958(NAD 83)
 AJ2662_MARKER: DD = SURVEY DISK
 AJ2662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2662+WITH SETTING: INFORMATION.
 AJ2662_STAMPING: 169
 AJ2662_MARK LOGO: MLGW  
 AJ2662_PROJECTION: FLUSH
 AJ2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2662+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2662_ROD/PIPE-DEPTH:  0.8 meters
 AJ2662
 AJ2662  HISTORY     - Date     Condition        Report By
 AJ2662  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2662
 AJ2662                          STATION DESCRIPTION
 AJ2662
 AJ2662'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2662'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 1.25
 AJ2662'MILES (2.01 KM) SOUTH OF COLLIERVILLE TENNESSEE.
 AJ2662'TO REACH THE STATION FROM THE INTERSECTION OF QUINN ROAD AND EAST
 AJ2662'SHELBY DRIVE IN COLLIERVILLE, PROCEED SOUTH ON QUINN ROAD FOR
 AJ2662'APPROXIMATELY 1.70 MILE (2.74 KM) TO HOLMES ROAD.  TURN RIGHT AND GO
 AJ2662'WEST ON HOLMES ROAD FOR APPROXIMATELY 0.10 MILES (0.16 KM) TO THE
 AJ2662'STATION ON THE RIGHT.
 AJ2662'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2662'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2662'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 0.25 MILES
 AJ2662'(0.40 KM) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE.  THE STATION
 AJ2662'IS LOCATED 132.00 FEET (40.23 M) WEST OF A WOOD POWER POLE NO.  73
 AJ2662'(POLE NO.  HAS BEEN DAMAGED) , 57.00 FEET (17.37 M) SOUTHWEST OF A
 AJ2662'MAILBOX FOR ADDRESS 11974 HOLMES ROAD, 24.00 FEET (7.32 M) SOUTH OF
 AJ2662'THE CENTERLINE OF HOLMES ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2662'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0558 ***********************************************************************
 GA0558  DESIGNATION -  1696
 GA0558  PID         -  GA0558
 GA0558  STATE/COUNTY-  TN/WASHINGTON
 GA0558  USGS QUAD   -  JONESBOROUGH (1968)
 GA0558
 GA0558                         *CURRENT SURVEY CONTROL
 GA0558  ___________________________________________________________________
 GA0558* NAD 83(1986)-  36 17 39.     (N)    082 28 23.     (W)     SCALED    
 GA0558* NAVD 88     -       516.755  (meters)    1695.39   (feet)  ADJUSTED  
 GA0558  ___________________________________________________________________
 GA0558  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0558  DYNAMIC HT  -         516.262 (meters)    1693.77  (feet)  COMP
 GA0558  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 GA0558
 GA0558  VERT ORDER  -  SECOND    CLASS 0
 GA0558
 GA0558.The horizontal coordinates were scaled from a topographic map and have
 GA0558.an estimated accuracy of +/- 6 seconds.
 GA0558
 GA0558.The orthometric height was determined by differential leveling
 GA0558.and adjusted by the National Geodetic Survey in June 1991..
 GA0558
 GA0558.The geoid height was determined by GEOID03.
 GA0558
 GA0558.The dynamic height is computed by dividing the NAVD 88
 GA0558.geopotential number by the normal gravity value computed on the
 GA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0558.degrees latitude (g = 980.6199 gals.).
 GA0558
 GA0558.The modeled gravity was interpolated from observed gravity values.
 GA0558
 GA0558;                    North         East    Units  Estimated Accuracy
 GA0558;SPC TN       -   223,260.      916,740.      MT  (+/- 180 meters Scaled)
 GA0558
 GA0558                          SUPERSEDED SURVEY CONTROL
 GA0558
 GA0558  NGVD 29 (??/??/92)  516.890  (m)         1695.83   (f) ADJ UNCH    2 0
 GA0558
 GA0558.Superseded values are not recommended for survey control.
 GA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0558.See file dsdata.txt to determine how the superseded data were derived.
 GA0558
 GA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677175(NAD 83)
 GA0558_MARKER: DD = SURVEY DISK
 GA0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0558_SP_SET: STAIRCASE
 GA0558_STAMPING: 1696
 GA0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0558
 GA0558  HISTORY     - Date     Condition        Report By
 GA0558  HISTORY     - 1934     MONUMENTED       USGS
 GA0558  HISTORY     - 1953     GOOD             NGS
 GA0558  HISTORY     - 20010331 GOOD             NGS
 GA0558
 GA0558                          STATION DESCRIPTION
 GA0558
 GA0558'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GA0558'AT JONESBORO.
 GA0558'AT JONESBORO, WASHINGTON COUNTY, AT THE COUNTY COURTHOUSE,
 GA0558'ON THE NORTH SIDE OF THE BUILDING, AND IN THE EAST FACE OF THE
 GA0558'CONCRETE STAIRCASE, 4 FEET ABOVE THE SIDEWALK.  A UNITED STATES
 GA0558'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1696 AND SET VERTICALLY.
 GA0558
 GA0558                          STATION RECOVERY (1953)
 GA0558
 GA0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GA0558'RECOVERED IN GOOD CONDITION.
 GA0558
 GA0558                          STATION RECOVERY (2001)
 GA0558
 GA0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0139 ***********************************************************************
 FC0139  DESIGNATION -  1721
 FC0139  PID         -  FC0139
 FC0139  STATE/COUNTY-  TN/LOUDON
 FC0139  USGS QUAD   -  LENOIR CITY (1986)
 FC0139
 FC0139                         *CURRENT SURVEY CONTROL
 FC0139  ___________________________________________________________________
 FC0139* NAD 83(1986)-  35 49 56.     (N)    084 20 41.     (W)     SCALED    
 FC0139* NAVD 88     -       350.918  (meters)    1151.30   (feet)  ADJUSTED  
 FC0139  ___________________________________________________________________
 FC0139  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0139  DYNAMIC HT  -         350.585 (meters)    1150.21  (feet)  COMP
 FC0139  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FC0139
 FC0139  VERT ORDER  -  SECOND    CLASS 0
 FC0139
 FC0139.The horizontal coordinates were scaled from a topographic map and have
 FC0139.an estimated accuracy of +/- 6 seconds.
 FC0139
 FC0139.The orthometric height was determined by differential leveling
 FC0139.and adjusted by the National Geodetic Survey in June 1991..
 FC0139
 FC0139.The geoid height was determined by GEOID03.
 FC0139
 FC0139.The dynamic height is computed by dividing the NAVD 88
 FC0139.geopotential number by the normal gravity value computed on the
 FC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0139.degrees latitude (g = 980.6199 gals.).
 FC0139
 FC0139.The modeled gravity was interpolated from observed gravity values.
 FC0139
 FC0139;                    North         East    Units  Estimated Accuracy
 FC0139;SPC TN       -   167,570.      749,550.      MT  (+/- 180 meters Scaled)
 FC0139
 FC0139                          SUPERSEDED SURVEY CONTROL
 FC0139
 FC0139  NGVD 29 (??/??/92)  351.030  (m)         1151.67   (f) ADJ UNCH    2 0
 FC0139
 FC0139.Superseded values are not recommended for survey control.
 FC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0139.See file dsdata.txt to determine how the superseded data were derived.
 FC0139
 FC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE398685(NAD 83)
 FC0139_MARKER: DD = SURVEY DISK
 FC0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0139_STAMPING: 1721
 FC0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0139+STABILITY: SURFACE MOTION
 FC0139
 FC0139  HISTORY     - Date     Condition        Report By
 FC0139  HISTORY     - UNK      MONUMENTED       TNGS
 FC0139  HISTORY     - 1936     GOOD             TVA
 FC0139
 FC0139                          STATION DESCRIPTION
 FC0139
 FC0139'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0139'4 MI NW FROM LENOIR CITY.
 FC0139'IN ROANE COUNTY, 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM
 FC0139'THE SOUTHERN RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY, 3.2
 FC0139'MILES WEST ALONG U.S. HIGHWAY 70, 0.4 MILE EAST OF THE CARDWELL
 FC0139'CHAPEL METHODIST CHURCH, AT THE TOP OF A HILL, OPPOSITE A LOG
 FC0139'HOUSE, 50 YARDS EAST OF A LONE 30-INCH TREE, 10 YARDS NORTHEAST
 FC0139'OF A POLE, 34 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FC0139'ON THE BANK OF A 10-FOOT CUT, AND ABOUT 15 FEET HIGHER THAN THE
 FC0139'ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1721 AND SET IN
 FC0139'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0141 ***********************************************************************
 FC0141  DESIGNATION -  1723
 FC0141  PID         -  FC0141
 FC0141  STATE/COUNTY-  TN/ROANE
 FC0141  USGS QUAD   -  LENOIR CITY (1986)
 FC0141
 FC0141                         *CURRENT SURVEY CONTROL
 FC0141  ___________________________________________________________________
 FC0141* NAD 83(1986)-  35 50 26.     (N)    084 22 22.     (W)     SCALED    
 FC0141* NAVD 88     -       361.200  (meters)    1185.04   (feet)  ADJUSTED  
 FC0141  ___________________________________________________________________
 FC0141  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0141  DYNAMIC HT  -         360.854 (meters)    1183.90  (feet)  COMP
 FC0141  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 FC0141
 FC0141  VERT ORDER  -  SECOND    CLASS 0
 FC0141
 FC0141.The horizontal coordinates were scaled from a topographic map and have
 FC0141.an estimated accuracy of +/- 6 seconds.
 FC0141
 FC0141.The orthometric height was determined by differential leveling
 FC0141.and adjusted by the National Geodetic Survey in June 1991..
 FC0141
 FC0141.The geoid height was determined by GEOID03.
 FC0141
 FC0141.The dynamic height is computed by dividing the NAVD 88
 FC0141.geopotential number by the normal gravity value computed on the
 FC0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0141.degrees latitude (g = 980.6199 gals.).
 FC0141
 FC0141.The modeled gravity was interpolated from observed gravity values.
 FC0141
 FC0141;                    North         East    Units  Estimated Accuracy
 FC0141;SPC TN       -   168,450.      747,000.      MT  (+/- 180 meters Scaled)
 FC0141
 FC0141                          SUPERSEDED SURVEY CONTROL
 FC0141
 FC0141  NGVD 29 (??/??/92)  361.308  (m)         1185.39   (f) ADJ UNCH    2 0
 FC0141
 FC0141.Superseded values are not recommended for survey control.
 FC0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0141.See file dsdata.txt to determine how the superseded data were derived.
 FC0141
 FC0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE372694(NAD 83)
 FC0141_MARKER: DD = SURVEY DISK
 FC0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0141_STAMPING: 1723
 FC0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0141+STABILITY: SURFACE MOTION
 FC0141
 FC0141  HISTORY     - Date     Condition        Report By
 FC0141  HISTORY     - UNK      MONUMENTED       TNGS
 FC0141  HISTORY     - 1936     GOOD             TVA
 FC0141  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FC0141
 FC0141                          STATION DESCRIPTION
 FC0141
 FC0141'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0141'4 MI NW FROM LENOIR CITY.
 FC0141'IN ROANE COUNTY, 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95
 FC0141'FROM THE SOUTHERN RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY,
 FC0141'4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 70, 1.1 MILES WEST OF
 FC0141'THE CARDWELL CHAPEL METHODIST CHURCH, AT A SHARP CURVE, 100
 FC0141'YARDS EAST OF THE ROSS CAMPBELL GENERAL STORE, 50 FEET FROM THE
 FC0141'SOUTHWEST CORNER OF THE HOUSE, AT THE ENTRANCE TO A WOODSHED,
 FC0141'130 FEET NORTH OF POLE 8265, AND 199 FEET WEST OF THE CENTERLINE
 FC0141'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1723
 FC0141'AND SET IN THE TOP OF A CONCRETE POST.
 FC0141
 FC0141                          STATION RECOVERY (1969)
 FC0141
 FC0141'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0142 ***********************************************************************
 FC0142  DESIGNATION -  1725
 FC0142  PID         -  FC0142
 FC0142  STATE/COUNTY-  TN/ROANE
 FC0142  USGS QUAD   -  CAVE CREEK (1989)
 FC0142
 FC0142                         *CURRENT SURVEY CONTROL
 FC0142  ___________________________________________________________________
 FC0142* NAD 83(1986)-  35 50 21.     (N)    084 23 53.     (W)     SCALED    
 FC0142* NAVD 88     -       352.812  (meters)    1157.52   (feet)  ADJUSTED  
 FC0142  ___________________________________________________________________
 FC0142  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0142  DYNAMIC HT  -         352.476 (meters)    1156.41  (feet)  COMP
 FC0142  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 FC0142
 FC0142  VERT ORDER  -  SECOND    CLASS 0
 FC0142
 FC0142.The horizontal coordinates were scaled from a topographic map and have
 FC0142.an estimated accuracy of +/- 6 seconds.
 FC0142
 FC0142.The orthometric height was determined by differential leveling
 FC0142.and adjusted by the National Geodetic Survey in June 1991..
 FC0142
 FC0142.The geoid height was determined by GEOID03.
 FC0142
 FC0142.The dynamic height is computed by dividing the NAVD 88
 FC0142.geopotential number by the normal gravity value computed on the
 FC0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0142.degrees latitude (g = 980.6199 gals.).
 FC0142
 FC0142.The modeled gravity was interpolated from observed gravity values.
 FC0142
 FC0142;                    North         East    Units  Estimated Accuracy
 FC0142;SPC TN       -   168,260.      744,720.      MT  (+/- 180 meters Scaled)
 FC0142
 FC0142                          SUPERSEDED SURVEY CONTROL
 FC0142
 FC0142  NGVD 29 (??/??/92)  352.921  (m)         1157.88   (f) ADJ UNCH    2 0
 FC0142
 FC0142.Superseded values are not recommended for survey control.
 FC0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0142.See file dsdata.txt to determine how the superseded data were derived.
 FC0142
 FC0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE350692(NAD 83)
 FC0142_MARKER: DD = SURVEY DISK
 FC0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0142_STAMPING: 1725
 FC0142_MARK LOGO: TNGS  
 FC0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0142+STABILITY: SURFACE MOTION
 FC0142
 FC0142  HISTORY     - Date     Condition        Report By
 FC0142  HISTORY     - UNK      MONUMENTED       TNGS
 FC0142  HISTORY     - 1936     GOOD             TVA
 FC0142
 FC0142                          STATION DESCRIPTION
 FC0142
 FC0142'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0142'8.2 MI E FROM KINGSTON.
 FC0142'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0142'AT KINGSTON, ROANE COUNTY, 2.8 MILES WEST OF THE CARDWELL
 FC0142'CHAPEL METHODIST CHURCH, 2.0 MILES WEST OF THE CONDRE SINCLAIR
 FC0142'SERVICE STATION, 0.9 MILE WEST OF THE CROSSING OF A POWER-TRANSMISSION
 FC0142'LINE, 85 FEET NORTH OF THE NORTH EDGE OF A HOUSE AT THE CENTER
 FC0142'OF A PLOWED FIELD, 58.8 FEET WEST OF POLE 8321, 55.5 FEET EAST
 FC0142'OF POLE 8322, AND 2 FEET SOUTH OF A ROW OF POLES.  A STATE SURVEY
 FC0142'STANDARD DISK, STAMPED 1725 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0143 ***********************************************************************
 FC0143  DESIGNATION -  1726
 FC0143  PID         -  FC0143
 FC0143  STATE/COUNTY-  TN/ROANE
 FC0143  USGS QUAD   -  CAVE CREEK (1989)
 FC0143
 FC0143                         *CURRENT SURVEY CONTROL
 FC0143  ___________________________________________________________________
 FC0143* NAD 83(1986)-  35 50 24.     (N)    084 24 23.     (W)     SCALED    
 FC0143* NAVD 88     -       346.562  (meters)    1137.01   (feet)  ADJUSTED  
 FC0143  ___________________________________________________________________
 FC0143  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0143  DYNAMIC HT  -         346.232 (meters)    1135.93  (feet)  COMP
 FC0143  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FC0143
 FC0143  VERT ORDER  -  SECOND    CLASS 0
 FC0143
 FC0143.The horizontal coordinates were scaled from a topographic map and have
 FC0143.an estimated accuracy of +/- 6 seconds.
 FC0143
 FC0143.The orthometric height was determined by differential leveling
 FC0143.and adjusted by the National Geodetic Survey in June 1991..
 FC0143
 FC0143.The geoid height was determined by GEOID03.
 FC0143
 FC0143.The dynamic height is computed by dividing the NAVD 88
 FC0143.geopotential number by the normal gravity value computed on the
 FC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0143.degrees latitude (g = 980.6199 gals.).
 FC0143
 FC0143.The modeled gravity was interpolated from observed gravity values.
 FC0143
 FC0143;                    North         East    Units  Estimated Accuracy
 FC0143;SPC TN       -   168,340.      743,960.      MT  (+/- 180 meters Scaled)
 FC0143
 FC0143                          SUPERSEDED SURVEY CONTROL
 FC0143
 FC0143  NGVD 29 (??/??/92)  346.671  (m)         1137.37   (f) ADJ UNCH    2 0
 FC0143
 FC0143.Superseded values are not recommended for survey control.
 FC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0143.See file dsdata.txt to determine how the superseded data were derived.
 FC0143
 FC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE342693(NAD 83)
 FC0143_MARKER: DD = SURVEY DISK
 FC0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0143_STAMPING: 1726
 FC0143_MARK LOGO: TNGS  
 FC0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0143+STABILITY: SURFACE MOTION
 FC0143
 FC0143  HISTORY     - Date     Condition        Report By
 FC0143  HISTORY     - UNK      MONUMENTED       TNGS
 FC0143  HISTORY     - 1936     GOOD             TVA
 FC0143
 FC0143                          STATION DESCRIPTION
 FC0143
 FC0143'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0143'7.5 MI E FROM KINGSTON.
 FC0143'7.5 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0143'AT KINGSTON, ROANE COUNTY, 0.9 MILE EAST OF A WHITE CHURCH
 FC0143'OPPOSITE A ROAD JUNCTION, 0.4 MILE WEST OF LOG CABIN CAMP,
 FC0143'AT THE TOP OF A CUT, 32 FEET SOUTHWEST OF THE CENTERLINE OF
 FC0143'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1726 AND
 FC0143'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0408 ***********************************************************************
 GA0408  DESIGNATION -  1785
 GA0408  PID         -  GA0408
 GA0408  STATE/COUNTY-  TN/CARTER
 GA0408  USGS QUAD   -  ELIZABETHTON (1968)
 GA0408
 GA0408                         *CURRENT SURVEY CONTROL
 GA0408  ___________________________________________________________________
 GA0408* NAD 83(1986)-  36 16 55.     (N)    082 10 42.     (W)     SCALED    
 GA0408* NAVD 88     -       543.685  (meters)    1783.74   (feet)  ADJUSTED  
 GA0408  ___________________________________________________________________
 GA0408  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0408  DYNAMIC HT  -         543.153 (meters)    1781.99  (feet)  COMP
 GA0408  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 GA0408
 GA0408  VERT ORDER  -  FIRST     CLASS II
 GA0408
 GA0408.The horizontal coordinates were scaled from a topographic map and have
 GA0408.an estimated accuracy of +/- 6 seconds.
 GA0408
 GA0408.The orthometric height was determined by differential leveling
 GA0408.and adjusted by the National Geodetic Survey in June 1991..
 GA0408
 GA0408.The geoid height was determined by GEOID03.
 GA0408
 GA0408.The dynamic height is computed by dividing the NAVD 88
 GA0408.geopotential number by the normal gravity value computed on the
 GA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0408.degrees latitude (g = 980.6199 gals.).
 GA0408
 GA0408.The modeled gravity was interpolated from observed gravity values.
 GA0408
 GA0408;                    North         East    Units  Estimated Accuracy
 GA0408;SPC TN       -   222,900.      943,250.      MT  (+/- 180 meters Scaled)
 GA0408
 GA0408                          SUPERSEDED SURVEY CONTROL
 GA0408
 GA0408  NGVD 29 (??/??/92)  543.820  (m)         1784.18   (f) ADJ UNCH    1 2
 GA0408
 GA0408.Superseded values are not recommended for survey control.
 GA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0408.See file dsdata.txt to determine how the superseded data were derived.
 GA0408
 GA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA941158(NAD 83)
 GA0408_MARKER: DD = SURVEY DISK
 GA0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0408_SP_SET: BUILDING
 GA0408_STAMPING: 1784.373 FT ASH
 GA0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0408
 GA0408  HISTORY     - Date     Condition        Report By
 GA0408  HISTORY     - UNK      MONUMENTED       USGS
 GA0408  HISTORY     - 1933     GOOD             NGS
 GA0408
 GA0408                          STATION DESCRIPTION
 GA0408
 GA0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0408'AT HAMPTON.
 GA0408'AT HAMPTON, CARTER COUNTY, IN THE WEST WALL OF LAKEVIEW INN,
 GA0408'1 FOOT FROM THE NORTHWEST CORNER, AND 3 FEET ABOVE THE GRADE.
 GA0408'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1784.373
 GA0408'FT. ASH AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2565 ***********************************************************************
 AJ2565  DESIGNATION -  18
 AJ2565  PID         -  AJ2565
 AJ2565  STATE/COUNTY-  TN/SHELBY
 AJ2565  USGS QUAD   -  ARLINGTON (1973)
 AJ2565
 AJ2565                         *CURRENT SURVEY CONTROL
 AJ2565  ___________________________________________________________________
 AJ2565* NAD 83(1995)-  35 22 27.18987(N)    089 39 55.05557(W)     ADJUSTED  
 AJ2565* NAVD 88     -       102.4    (meters)     336.     (feet)  GPS OBS   
 AJ2565  ___________________________________________________________________
 AJ2565  X           -      30,415.195 (meters)                     COMP
 AJ2565  Y           -  -5,206,474.948 (meters)                     COMP
 AJ2565  Z           -   3,671,841.446 (meters)                     COMP
 AJ2565  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2565  ELLIP HEIGHT-          75.11  (meters)          (04/26/01) GPS OBS
 AJ2565  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2565
 AJ2565  HORZ ORDER  -  FIRST
 AJ2565  ELLP ORDER  -  FOURTH    CLASS I
 AJ2565
 AJ2565.The horizontal coordinates were established by GPS observations
 AJ2565.and adjusted by the National Geodetic Survey in April 2001..
 AJ2565
 AJ2565.The orthometric height was determined by GPS observations and a
 AJ2565.high-resolution geoid model.
 AJ2565
 AJ2565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2565
 AJ2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2565
 AJ2565.The ellipsoidal height was determined by GPS observations
 AJ2565.and is referenced to NAD 83.
 AJ2565
 AJ2565.The geoid height was determined by GEOID03.
 AJ2565
 AJ2565;                    North         East     Units Scale Factor Converg.
 AJ2565;SPC TN       -   121,722.161   267,016.944   MT  0.99998040   -2 08 44.9
 AJ2565;SPC TN       -   399,350.12    876,038.09   sFT  0.99998040   -2 08 44.9
 AJ2565;UTM  16      - 3,917,805.510   257,871.020   MT  1.00032255   -1 32 37.4
 AJ2565
 AJ2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2565!SPC TN       -   0.99998821  x   0.99998040  =   0.99996861
 AJ2565!UTM  16      -   0.99998821  x   1.00032255  =   1.00031076
 AJ2565
 AJ2565                          SUPERSEDED SURVEY CONTROL
 AJ2565
 AJ2565.No superseded survey control is available for this station.
 AJ2565
 AJ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5787117806(NAD 83)
 AJ2565_MARKER: DD = SURVEY DISK
 AJ2565_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2565+WITH SETTING: INFORMATION.
 AJ2565_STAMPING: 018
 AJ2565_MARK LOGO: MLGW  
 AJ2565_PROJECTION: FLUSH
 AJ2565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2565+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2565_ROD/PIPE-DEPTH:  0.8 meters
 AJ2565
 AJ2565  HISTORY     - Date     Condition        Report By
 AJ2565  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2565
 AJ2565                          STATION DESCRIPTION
 AJ2565
 AJ2565'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2565'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 0.75
 AJ2565'MILES (1.21 KM) SOUTH OF THE SHELBY-TIPTON COUNTY LINE.
 AJ2565'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2565'ROAD AND MACEDONIA ROAD, PROCEED SOUTH ON COLLIERVILLE-ARLINGTON ROAD
 AJ2565'APPROXIMATELY 0.50 MILE (0.80 KM) TO A UNDERGROUND GAS LINE CROSSING.
 AJ2565'THE STATION IS ON THE RIGHT.
 AJ2565'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2565'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2565'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 306.00 FEET (93.27 M)
 AJ2565'SOUTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO ADDRESS 9115
 AJ2565'COLLIERVILLE-ARLINGTON ROAD, 174.20 FEET (53.10 M) SOUTHWEST OF A WOOD
 AJ2565'POWER POLE NO.  83698, 92.90 FEET (28.32 M) NORTHWEST OF A 29 INCH OAK
 AJ2565'TREE, 31.50 FEET (9.60 M) WEST OF THE CENTERLINE OF
 AJ2565'COLLIERVILLE-ARLINGTON ROAD, 11.30 FEET (3.44 M) SOUTH OF A GAS LINE
 AJ2565'MARKER (METAL POST PAINTED WHITE AND RED WITH A WARNING SIGN ATTACHED)
 AJ2565'.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0726 ***********************************************************************
 FC0726  DESIGNATION -  1817
 FC0726  PID         -  FC0726
 FC0726  STATE/COUNTY-  TN/ROANE
 FC0726  USGS QUAD   -  HARRIMAN (1980)
 FC0726
 FC0726                         *CURRENT SURVEY CONTROL
 FC0726  ___________________________________________________________________
 FC0726* NAD 83(1986)-  35 53 12.     (N)    084 33 13.     (W)     SCALED    
 FC0726* NAVD 88     -       243.628  (meters)     799.30   (feet)  ADJUSTED  
 FC0726  ___________________________________________________________________
 FC0726  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0726  DYNAMIC HT  -         243.402 (meters)     798.56  (feet)  COMP
 FC0726  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FC0726
 FC0726  VERT ORDER  -  SECOND    CLASS 0
 FC0726
 FC0726.The horizontal coordinates were scaled from a topographic map and have
 FC0726.an estimated accuracy of +/- 6 seconds.
 FC0726
 FC0726.The orthometric height was determined by differential leveling
 FC0726.and adjusted by the National Geodetic Survey in June 1991..
 FC0726
 FC0726.The geoid height was determined by GEOID03.
 FC0726
 FC0726.The dynamic height is computed by dividing the NAVD 88
 FC0726.geopotential number by the normal gravity value computed on the
 FC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0726.degrees latitude (g = 980.6199 gals.).
 FC0726
 FC0726.The modeled gravity was interpolated from observed gravity values.
 FC0726
 FC0726;                    North         East    Units  Estimated Accuracy
 FC0726;SPC TN       -   173,310.      730,590.      MT  (+/- 180 meters Scaled)
 FC0726
 FC0726                          SUPERSEDED SURVEY CONTROL
 FC0726
 FC0726  NGVD 29 (??/??/92)  243.738  (m)          799.66   (f) ADJ UNCH    2 0
 FC0726
 FC0726.Superseded values are not recommended for survey control.
 FC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0726.See file dsdata.txt to determine how the superseded data were derived.
 FC0726
 FC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE208741(NAD 83)
 FC0726_MARKER: DD = SURVEY DISK
 FC0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0726_STAMPING: 1817
 FC0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0726+STABILITY: SURFACE MOTION
 FC0726
 FC0726  HISTORY     - Date     Condition        Report By
 FC0726  HISTORY     - UNK      MONUMENTED       TNGS
 FC0726  HISTORY     - 1936     GOOD             TVA
 FC0726
 FC0726                          STATION DESCRIPTION
 FC0726
 FC0726'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0726'3.2 MI NW FROM KINGSTON.
 FC0726'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 70 FROM THE COUNTY
 FC0726'COURTHOUSE AT KINGSTON, ROANE COUNTY, 0.8 MILE NORTHEAST OF THE
 FC0726'SHELLEY SERVICE STATION, 1.7 MILES NORTHWEST OF THE NORTHWEST END
 FC0726'OF A BRIDGE OVER CLINCH RIVER, 46 YARDS SOUTHWEST OF A SMALL PIPE
 FC0726'CULVERT, OPPOSITE AN OLD BLACKSMITH SHANTY, 8 YARDS SOUTHWEST OF A
 FC0726'POLE, 15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ON A
 FC0726'SHOULDER.  A STATE SURVEY STANDARD DISK, STAMPED 1817 AND SET IN
 FC0726'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0722 ***********************************************************************
 FC0722  DESIGNATION -  1820
 FC0722  PID         -  FC0722
 FC0722  STATE/COUNTY-  TN/ROANE
 FC0722  USGS QUAD   -  BACON GAP (1980)
 FC0722
 FC0722                         *CURRENT SURVEY CONTROL
 FC0722  ___________________________________________________________________
 FC0722* NAD 83(1986)-  35 52 16.     (N)    084 30 54.     (W)     SCALED    
 FC0722* NAVD 88     -       232.870  (meters)     764.01   (feet)  ADJUSTED  
 FC0722  ___________________________________________________________________
 FC0722  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0722  DYNAMIC HT  -         232.655 (meters)     763.30  (feet)  COMP
 FC0722  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FC0722
 FC0722  VERT ORDER  -  SECOND    CLASS 0
 FC0722
 FC0722.The horizontal coordinates were scaled from a topographic map and have
 FC0722.an estimated accuracy of +/- 6 seconds.
 FC0722
 FC0722.The orthometric height was determined by differential leveling
 FC0722.and adjusted by the National Geodetic Survey in June 1991..
 FC0722
 FC0722.The geoid height was determined by GEOID03.
 FC0722
 FC0722.The dynamic height is computed by dividing the NAVD 88
 FC0722.geopotential number by the normal gravity value computed on the
 FC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0722.degrees latitude (g = 980.6199 gals.).
 FC0722
 FC0722.The modeled gravity was interpolated from observed gravity values.
 FC0722
 FC0722;                    North         East    Units  Estimated Accuracy
 FC0722;SPC TN       -   171,630.      734,100.      MT  (+/- 180 meters Scaled)
 FC0722
 FC0722                          SUPERSEDED SURVEY CONTROL
 FC0722
 FC0722  NGVD 29 (??/??/92)  232.980  (m)          764.37   (f) ADJ UNCH    2 0
 FC0722
 FC0722.Superseded values are not recommended for survey control.
 FC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0722.See file dsdata.txt to determine how the superseded data were derived.
 FC0722
 FC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE243725(NAD 83)
 FC0722_MARKER: DD = SURVEY DISK
 FC0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0722_STAMPING: 1820
 FC0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0722+STABILITY: SURFACE MOTION
 FC0722
 FC0722  HISTORY     - Date     Condition        Report By
 FC0722  HISTORY     - UNK      MONUMENTED       TNGS
 FC0722  HISTORY     - 1936     GOOD             TVA
 FC0722
 FC0722                          STATION DESCRIPTION
 FC0722
 FC0722'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0722'AT KINGSTON.
 FC0722'AT KINGSTON, ROANE COUNTY, AT THE NORTHEAST CORNER OF THE COUNTY
 FC0722'COURTHOUSE LAWN, 18 YARDS FROM THE WEST ENTRANCE, AND 20 YARDS
 FC0722'FROM THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 FC0722'STAMPED 1820 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0892 ***********************************************************************
 FC0892  DESIGNATION -  1826.5
 FC0892  PID         -  FC0892
 FC0892  STATE/COUNTY-  TN/CUMBERLAND
 FC0892  USGS QUAD   -  CARDIFF (1990)
 FC0892
 FC0892                         *CURRENT SURVEY CONTROL
 FC0892  ___________________________________________________________________
 FC0892* NAD 83(1986)-  35 53 22.     (N)    084 44 31.     (W)     SCALED    
 FC0892* NAVD 88     -       441.123  (meters)    1447.25   (feet)  ADJUSTED  
 FC0892  ___________________________________________________________________
 FC0892  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC0892  DYNAMIC HT  -         440.704 (meters)    1445.88  (feet)  COMP
 FC0892  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FC0892
 FC0892  VERT ORDER  -  SECOND    CLASS 0
 FC0892
 FC0892.The horizontal coordinates were scaled from a topographic map and have
 FC0892.an estimated accuracy of +/- 6 seconds.
 FC0892
 FC0892.The orthometric height was determined by differential leveling
 FC0892.and adjusted by the National Geodetic Survey in June 1991..
 FC0892
 FC0892.The geoid height was determined by GEOID03.
 FC0892
 FC0892.The dynamic height is computed by dividing the NAVD 88
 FC0892.geopotential number by the normal gravity value computed on the
 FC0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0892.degrees latitude (g = 980.6199 gals.).
 FC0892
 FC0892.The modeled gravity was interpolated from observed gravity values.
 FC0892
 FC0892;                    North         East    Units  Estimated Accuracy
 FC0892;SPC TN       -   173,380.      713,580.      MT  (+/- 180 meters Scaled)
 FC0892
 FC0892                          SUPERSEDED SURVEY CONTROL
 FC0892
 FC0892  NGVD 29 (??/??/92)  441.212  (m)         1447.54   (f) ADJ UNCH    2 0
 FC0892
 FC0892.Superseded values are not recommended for survey control.
 FC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0892.See file dsdata.txt to determine how the superseded data were derived.
 FC0892
 FC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE038740(NAD 83)
 FC0892_MARKER: DB = BENCH MARK DISK
 FC0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0892_STAMPING: 1826.5
 FC0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0892+STABILITY: SURFACE MOTION
 FC0892
 FC0892  HISTORY     - Date     Condition        Report By
 FC0892  HISTORY     - UNK      MONUMENTED       TNGS
 FC0892  HISTORY     - 1960     GOOD             NGS
 FC0892
 FC0892                          STATION DESCRIPTION
 FC0892
 FC0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0892'1.8 MI NE FROM DAYSVILLE.
 FC0892'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 1.1 MILES
 FC0892'NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THEN 0.75 MILE
 FC0892'EAST ON A TRACK ROAD TO THE INTERSECTION OF A GRAVELED ROAD.
 FC0892'THE BENCH MARK IS 84 FT. SOUTHWEST OF A FENCE CORNER, 34 FT.
 FC0892'EAST OF THE CENTER OF A DRIVEWAY LEADING TO A BARN, 24 FT. NORTHWEST
 FC0892'OF THE CENTER OF A GRAVELED ROAD, AND 0.4 FT. NORTHWEST OF A WITNESS
 FC0892'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 FC0892'INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0671 ***********************************************************************
 FC0671  DESIGNATION -  1842
 FC0671  PID         -  FC0671
 FC0671  STATE/COUNTY-  TN/RHEA
 FC0671  USGS QUAD   -  SPRING CITY (1990)
 FC0671
 FC0671                         *CURRENT SURVEY CONTROL
 FC0671  ___________________________________________________________________
 FC0671* NAD 83(1986)-  35 44 06.     (N)    084 48 43.     (W)     SCALED    
 FC0671* NAVD 88     -       258.158  (meters)     846.97   (feet)  ADJUSTED  
 FC0671  ___________________________________________________________________
 FC0671  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0671  DYNAMIC HT  -         257.916 (meters)     846.18  (feet)  COMP
 FC0671  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FC0671
 FC0671  VERT ORDER  -  FIRST     CLASS II
 FC0671
 FC0671.The horizontal coordinates were scaled from a topographic map and have
 FC0671.an estimated accuracy of +/- 6 seconds.
 FC0671
 FC0671.The orthometric height was determined by differential leveling
 FC0671.and adjusted by the National Geodetic Survey in June 1991..
 FC0671
 FC0671.The geoid height was determined by GEOID03.
 FC0671
 FC0671.The dynamic height is computed by dividing the NAVD 88
 FC0671.geopotential number by the normal gravity value computed on the
 FC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0671.degrees latitude (g = 980.6199 gals.).
 FC0671
 FC0671.The modeled gravity was interpolated from observed gravity values.
 FC0671
 FC0671;                    North         East    Units  Estimated Accuracy
 FC0671;SPC TN       -   156,170.      707,470.      MT  (+/- 180 meters Scaled)
 FC0671
 FC0671                          SUPERSEDED SURVEY CONTROL
 FC0671
 FC0671  NGVD 29 (??/??/92)  258.243  (m)          847.25   (f) ADJ UNCH    1 2
 FC0671
 FC0671.Superseded values are not recommended for survey control.
 FC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0671.See file dsdata.txt to determine how the superseded data were derived.
 FC0671
 FC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE978567(NAD 83)
 FC0671_MARKER: DD = SURVEY DISK
 FC0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0671_STAMPING: 1842
 FC0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0671+STABILITY: SURFACE MOTION
 FC0671
 FC0671  HISTORY     - Date     Condition        Report By
 FC0671  HISTORY     - UNK      MONUMENTED       TNGS
 FC0671  HISTORY     - 1950     GOOD             NGS
 FC0671
 FC0671                          STATION DESCRIPTION
 FC0671
 FC0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0671'4.2 MI NE FROM SPRING CITY.
 FC0671'4.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0671'AT SPRING CITY, ABOUT 1.3 MILES NORTHEAST OF THE STATION SIGN AT
 FC0671'LORRAINE, 163 YARDS SOUTHWEST OF A ROAD CROSSING, AT THE NORTHEAST
 FC0671'END OF A FILL, 43 FEET NORTHWEST OF THE NORTHWEST RAIL, 4.5 FEET
 FC0671'SOUTHEAST OF A FENCE LINE, 53 FEET NORTHEAST OF A 4-INCH CEDAR
 FC0671'TREE IN FENCE LINE, 1/2 FOOT SOUTHEAST OF A T.V.A. STEEL WITNESS
 FC0671'POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0671'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0728 ***********************************************************************
 FC0728  DESIGNATION -  1850
 FC0728  PID         -  FC0728
 FC0728  STATE/COUNTY-  TN/ROANE
 FC0728  USGS QUAD   -  HARRIMAN (1980)
 FC0728
 FC0728                         *CURRENT SURVEY CONTROL
 FC0728  ___________________________________________________________________
 FC0728* NAD 83(1986)-  35 53 36.     (N)    084 34 04.     (W)     SCALED    
 FC0728* NAVD 88     -       291.711  (meters)     957.06   (feet)  ADJUSTED  
 FC0728  ___________________________________________________________________
 FC0728  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0728  DYNAMIC HT  -         291.442 (meters)     956.17  (feet)  COMP
 FC0728  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 FC0728
 FC0728  VERT ORDER  -  SECOND    CLASS 0
 FC0728
 FC0728.The horizontal coordinates were scaled from a topographic map and have
 FC0728.an estimated accuracy of +/- 6 seconds.
 FC0728
 FC0728.The orthometric height was determined by differential leveling
 FC0728.and adjusted by the National Geodetic Survey in June 1991..
 FC0728
 FC0728.The geoid height was determined by GEOID03.
 FC0728
 FC0728.The dynamic height is computed by dividing the NAVD 88
 FC0728.geopotential number by the normal gravity value computed on the
 FC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0728.degrees latitude (g = 980.6199 gals.).
 FC0728
 FC0728.The modeled gravity was interpolated from observed gravity values.
 FC0728
 FC0728;                    North         East    Units  Estimated Accuracy
 FC0728;SPC TN       -   174,030.      729,300.      MT  (+/- 180 meters Scaled)
 FC0728
 FC0728                          SUPERSEDED SURVEY CONTROL
 FC0728
 FC0728  NGVD 29 (??/??/92)  291.824  (m)          957.43   (f) ADJ UNCH    2 0
 FC0728
 FC0728.Superseded values are not recommended for survey control.
 FC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0728.See file dsdata.txt to determine how the superseded data were derived.
 FC0728
 FC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195748(NAD 83)
 FC0728_MARKER: DD = SURVEY DISK
 FC0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0728_STAMPING: 1850
 FC0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0728+STABILITY: SURFACE MOTION
 FC0728
 FC0728  HISTORY     - Date     Condition        Report By
 FC0728  HISTORY     - UNK      MONUMENTED       TNGS
 FC0728  HISTORY     - 1936     GOOD             TVA
 FC0728
 FC0728                          STATION DESCRIPTION
 FC0728
 FC0728'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0728'3.6 MI S FROM HARRIMAN.
 FC0728'3.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL AT
 FC0728'HARRIMAN, ROANE COUNTY, 1.1 MILES SOUTH OF THE MONKS SERVICE
 FC0728'STATION, 1.1 MILES NORTH OF THE SHELLEY SERVICE STATION AT THE
 FC0728'JUNCTION WITH U.S. HIGHWAY 70, 115 FEET SOUTHWEST OF THE FRANK
 FC0728'LADD HOUSE, 100 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE,
 FC0728'AT A HIGHWAY CUT, AT THE TOP OF A HILL, AND 20 FEET WEST OF THE
 FC0728'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0728'1850 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0463 ***********************************************************************
 GA0463  DESIGNATION -  1870.01
 GA0463  PID         -  GA0463
 GA0463  STATE/COUNTY-  TN/CARTER
 GA0463  USGS QUAD   -  ELIZABETHTON (1968)
 GA0463
 GA0463                         *CURRENT SURVEY CONTROL
 GA0463  ___________________________________________________________________
 GA0463* NAD 83(1986)-  36 15 54.     (N)    082 11 16.     (W)     SCALED    
 GA0463* NAVD 88     -       569.782  (meters)    1869.36   (feet)  ADJUSTED  
 GA0463  ___________________________________________________________________
 GA0463  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA0463  DYNAMIC HT  -         569.221 (meters)    1867.52  (feet)  COMP
 GA0463  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 GA0463
 GA0463  VERT ORDER  -  SECOND    CLASS 0
 GA0463
 GA0463.The horizontal coordinates were scaled from a topographic map and have
 GA0463.an estimated accuracy of +/- 6 seconds.
 GA0463
 GA0463.The orthometric height was determined by differential leveling
 GA0463.and adjusted by the National Geodetic Survey in June 1991..
 GA0463
 GA0463.The geoid height was determined by GEOID03.
 GA0463
 GA0463.The dynamic height is computed by dividing the NAVD 88
 GA0463.geopotential number by the normal gravity value computed on the
 GA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0463.degrees latitude (g = 980.6199 gals.).
 GA0463
 GA0463.The modeled gravity was interpolated from observed gravity values.
 GA0463
 GA0463;                    North         East    Units  Estimated Accuracy
 GA0463;SPC TN       -   220,990.      942,480.      MT  (+/- 180 meters Scaled)
 GA0463
 GA0463                          SUPERSEDED SURVEY CONTROL
 GA0463
 GA0463  NGVD 29 (??/??/92)  569.913  (m)         1869.79   (f) ADJ UNCH    2 0
 GA0463
 GA0463.Superseded values are not recommended for survey control.
 GA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0463.See file dsdata.txt to determine how the superseded data were derived.
 GA0463
 GA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA933139(NAD 83)
 GA0463_MARKER: Z = SEE DESCRIPTION
 GA0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0463_SP_SET: CULVERT
 GA0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0463
 GA0463  HISTORY     - Date     Condition        Report By
 GA0463  HISTORY     - UNK      MONUMENTED       USGS
 GA0463  HISTORY     - 1935     GOOD             NGS
 GA0463
 GA0463                          STATION DESCRIPTION
 GA0463
 GA0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0463'1.3 MI S FROM HAMPTON.
 GA0463'1.3 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0463'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0463'COUNTY, 0.5 MILE NORTH OF THE JUNCTION OF THE GAP CREEK ROAD,
 GA0463'AT A CONCRETE CULVERT, 60 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 GA0463'OF THE R.C. SMALLING RESIDENCE, 4-1/2 YARDS EAST OF THE CENTERLINE
 GA0463'OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE HEADWALL, AND
 GA0463'LEVEL WITH THE HIGHWAY.  AN OUTLINED SQUARE, MARKED BMWP 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1311 ***********************************************************************
 GC1311  DESIGNATION -  19 6 10
 GC1311  PID         -  GC1311
 GC1311  STATE/COUNTY-  TN/DAVIDSON
 GC1311  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1311
 GC1311                         *CURRENT SURVEY CONTROL
 GC1311  ___________________________________________________________________
 GC1311* NAD 83(1986)-  36 05 53.     (N)    087 01 22.     (W)     SCALED    
 GC1311* NAVD 88     -       185.485  (meters)     608.55   (feet)  ADJUSTED  
 GC1311  ___________________________________________________________________
 GC1311  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC1311  DYNAMIC HT  -         185.325 (meters)     608.02  (feet)  COMP
 GC1311  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GC1311
 GC1311  VERT ORDER  -  FIRST     CLASS II
 GC1311
 GC1311.The horizontal coordinates were scaled from a topographic map and have
 GC1311.an estimated accuracy of +/- 6 seconds.
 GC1311
 GC1311.The orthometric height was determined by differential leveling
 GC1311.and adjusted by the National Geodetic Survey in June 1991..
 GC1311
 GC1311.The geoid height was determined by GEOID03.
 GC1311
 GC1311.The dynamic height is computed by dividing the NAVD 88
 GC1311.geopotential number by the normal gravity value computed on the
 GC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1311.degrees latitude (g = 980.6199 gals.).
 GC1311
 GC1311.The modeled gravity was interpolated from observed gravity values.
 GC1311
 GC1311;                    North         East    Units  Estimated Accuracy
 GC1311;SPC TN       -   196,280.      507,900.      MT  (+/- 180 meters Scaled)
 GC1311
 GC1311                          SUPERSEDED SURVEY CONTROL
 GC1311
 GC1311  NGVD 29 (??/??/92)  185.507  (m)          608.62   (f) ADJ UNCH    1 2
 GC1311
 GC1311.Superseded values are not recommended for survey control.
 GC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1311.See file dsdata.txt to determine how the superseded data were derived.
 GC1311
 GC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE979948(NAD 83)
 GC1311_MARKER: DD = SURVEY DISK
 GC1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1311_STAMPING: 19 6 10
 GC1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1311+STABILITY: SURFACE MOTION
 GC1311
 GC1311  HISTORY     - Date     Condition        Report By
 GC1311  HISTORY     - UNK      MONUMENTED       TNDG
 GC1311  HISTORY     - 1948     GOOD             NGS
 GC1311
 GC1311                          STATION DESCRIPTION
 GC1311
 GC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1311'2.2 MI NE FROM PEGRAM.
 GC1311'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1311'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 0.35 MILE NORTH
 GC1311'ALONG OLD CHARLOTTE ROAD, ON THE EAST SIDE OF THE ROAD IN FRONT
 GC1311'OF J.F. PALMORES FARM HOUSE, 15 FEET EAST OF THE CENTER LINE OF
 GC1311'THE ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY, 13
 GC1311'FEET NORTHWEST OF THE NORTH GATE POST, 22 FEET SOUTH OF THE CENTER
 GC1311'LINE OF A WALK TO THE HOUSE, 4.5 FEET WEST OF THE YARD FENCE,
 GC1311'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GC1311'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GC1311'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1312 ***********************************************************************
 GC1312  DESIGNATION -  19 6 12
 GC1312  PID         -  GC1312
 GC1312  STATE/COUNTY-  TN/DAVIDSON
 GC1312  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1312
 GC1312                         *CURRENT SURVEY CONTROL
 GC1312  ___________________________________________________________________
 GC1312* NAD 83(1986)-  36 06 17.     (N)    087 01 14.     (W)     SCALED    
 GC1312* NAVD 88     -       204.827  (meters)     672.00   (feet)  ADJUSTED  
 GC1312  ___________________________________________________________________
 GC1312  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1312  DYNAMIC HT  -         204.650 (meters)     671.42  (feet)  COMP
 GC1312  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC1312
 GC1312  VERT ORDER  -  FIRST     CLASS II
 GC1312
 GC1312.The horizontal coordinates were scaled from a topographic map and have
 GC1312.an estimated accuracy of +/- 6 seconds.
 GC1312
 GC1312.The orthometric height was determined by differential leveling
 GC1312.and adjusted by the National Geodetic Survey in June 1991..
 GC1312
 GC1312.The geoid height was determined by GEOID03.
 GC1312
 GC1312.The dynamic height is computed by dividing the NAVD 88
 GC1312.geopotential number by the normal gravity value computed on the
 GC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1312.degrees latitude (g = 980.6199 gals.).
 GC1312
 GC1312.The modeled gravity was interpolated from observed gravity values.
 GC1312
 GC1312;                    North         East    Units  Estimated Accuracy
 GC1312;SPC TN       -   197,010.      508,110.      MT  (+/- 180 meters Scaled)
 GC1312
 GC1312                          SUPERSEDED SURVEY CONTROL
 GC1312
 GC1312  NGVD 29 (??/??/92)  204.849  (m)          672.08   (f) ADJ UNCH    1 2
 GC1312
 GC1312.Superseded values are not recommended for survey control.
 GC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1312.See file dsdata.txt to determine how the superseded data were derived.
 GC1312
 GC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE981955(NAD 83)
 GC1312_MARKER: DD = SURVEY DISK
 GC1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1312_STAMPING: 19 6 12
 GC1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1312+STABILITY: SURFACE MOTION
 GC1312
 GC1312  HISTORY     - Date     Condition        Report By
 GC1312  HISTORY     - UNK      MONUMENTED       TNDG
 GC1312  HISTORY     - 1948     GOOD             NGS
 GC1312
 GC1312                          STATION DESCRIPTION
 GC1312
 GC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1312'2.6 MI E FROM PEGRAM.
 GC1312'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1312'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 0.85 MILE NORTH
 GC1312'ALONG OLD CHARLOTTE ROAD, ON THE EAST SIDE OF THE ROAD, ACROSS
 GC1312'ROAD FROM A SMALL UNPAINTED FARM HOUSE, 16 FEET EAST OF THE
 GC1312'CENTER LINE OF THE ROAD, 75 FEET NORTHWEST OF THE NORTHWEST
 GC1312'CORNER OF AN OLD STONE CHIMNEY AT RUINS OF AN OLD HOUSE, 107 FEET
 GC1312'NORTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 83 FEET NORTH
 GC1312'OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, 1 FOOT WEST OF A
 GC1312'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW THE ROAD AND SET
 GC1312'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1313 ***********************************************************************
 GC1313  DESIGNATION -  19 6 13
 GC1313  PID         -  GC1313
 GC1313  STATE/COUNTY-  TN/DAVIDSON
 GC1313  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1313
 GC1313                         *CURRENT SURVEY CONTROL
 GC1313  ___________________________________________________________________
 GC1313* NAD 83(1986)-  36 06 26.     (N)    087 01 14.     (W)     SCALED    
 GC1313* NAVD 88     -       218.213  (meters)     715.92   (feet)  ADJUSTED  
 GC1313  ___________________________________________________________________
 GC1313  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1313  DYNAMIC HT  -         218.024 (meters)     715.30  (feet)  COMP
 GC1313  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 GC1313
 GC1313  VERT ORDER  -  FIRST     CLASS II
 GC1313
 GC1313.The horizontal coordinates were scaled from a topographic map and have
 GC1313.an estimated accuracy of +/- 6 seconds.
 GC1313
 GC1313.The orthometric height was determined by differential leveling
 GC1313.and adjusted by the National Geodetic Survey in June 1991..
 GC1313
 GC1313.The geoid height was determined by GEOID03.
 GC1313
 GC1313.The dynamic height is computed by dividing the NAVD 88
 GC1313.geopotential number by the normal gravity value computed on the
 GC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1313.degrees latitude (g = 980.6199 gals.).
 GC1313
 GC1313.The modeled gravity was interpolated from observed gravity values.
 GC1313
 GC1313;                    North         East    Units  Estimated Accuracy
 GC1313;SPC TN       -   197,290.      508,110.      MT  (+/- 180 meters Scaled)
 GC1313
 GC1313                          SUPERSEDED SURVEY CONTROL
 GC1313
 GC1313  NGVD 29 (??/??/92)  218.235  (m)          715.99   (f) ADJ UNCH    1 2
 GC1313
 GC1313.Superseded values are not recommended for survey control.
 GC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1313.See file dsdata.txt to determine how the superseded data were derived.
 GC1313
 GC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE981958(NAD 83)
 GC1313_MARKER: DD = SURVEY DISK
 GC1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1313_STAMPING: 19 6 13
 GC1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1313+STABILITY: SURFACE MOTION
 GC1313
 GC1313  HISTORY     - Date     Condition        Report By
 GC1313  HISTORY     - UNK      MONUMENTED       TNDG
 GC1313  HISTORY     - 1948     GOOD             NGS
 GC1313
 GC1313                          STATION DESCRIPTION
 GC1313
 GC1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1313'2.8 MI NE FROM PEGRAM.
 GC1313'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1313'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.05 MILES
 GC1313'NORTH ALONG OLD CHARLOTTE ROAD, ON THE NORTHWEST SIDE OF THE
 GC1313'ROAD ON THE OUTSIDE OF A CURVE WITH TANGENTS EAST AND SOUTH, 43
 GC1313'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF
 GC1313'A 10-INCH TRIANGULAR BLAZED OAK TREE, 16 FEET EAST OF A LARGE
 GC1313'TWIN-TRUNK OAK TREE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 GC1313'WITNESS POST, 12 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GC1313'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1314 ***********************************************************************
 GC1314  DESIGNATION -  19 6 14
 GC1314  PID         -  GC1314
 GC1314  STATE/COUNTY-  TN/DAVIDSON
 GC1314  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1314
 GC1314                         *CURRENT SURVEY CONTROL
 GC1314  ___________________________________________________________________
 GC1314* NAD 83(1986)-  36 06 30.     (N)    087 01 09.     (W)     SCALED    
 GC1314* NAVD 88     -       231.461  (meters)     759.38   (feet)  ADJUSTED  
 GC1314  ___________________________________________________________________
 GC1314  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1314  DYNAMIC HT  -         231.261 (meters)     758.73  (feet)  COMP
 GC1314  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 GC1314
 GC1314  VERT ORDER  -  FIRST     CLASS II
 GC1314
 GC1314.The horizontal coordinates were scaled from a topographic map and have
 GC1314.an estimated accuracy of +/- 6 seconds.
 GC1314
 GC1314.The orthometric height was determined by differential leveling
 GC1314.and adjusted by the National Geodetic Survey in June 1991..
 GC1314
 GC1314.The geoid height was determined by GEOID03.
 GC1314
 GC1314.The dynamic height is computed by dividing the NAVD 88
 GC1314.geopotential number by the normal gravity value computed on the
 GC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1314.degrees latitude (g = 980.6199 gals.).
 GC1314
 GC1314.The modeled gravity was interpolated from observed gravity values.
 GC1314
 GC1314;                    North         East    Units  Estimated Accuracy
 GC1314;SPC TN       -   197,410.      508,240.      MT  (+/- 180 meters Scaled)
 GC1314
 GC1314                          SUPERSEDED SURVEY CONTROL
 GC1314
 GC1314  NGVD 29 (??/??/92)  231.482  (m)          759.45   (f) ADJ UNCH    1 2
 GC1314
 GC1314.Superseded values are not recommended for survey control.
 GC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1314.See file dsdata.txt to determine how the superseded data were derived.
 GC1314
 GC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE982959(NAD 83)
 GC1314_MARKER: DD = SURVEY DISK
 GC1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1314_STAMPING: 19 6 14
 GC1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1314+STABILITY: SURFACE MOTION
 GC1314
 GC1314  HISTORY     - Date     Condition        Report By
 GC1314  HISTORY     - UNK      MONUMENTED       TNDG
 GC1314  HISTORY     - 1948     GOOD             NGS
 GC1314
 GC1314                          STATION DESCRIPTION
 GC1314
 GC1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1314'3 MI NE FROM PEGRAM.
 GC1314'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1314'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.15 MILES NORTH
 GC1314'ALONG OLD CHARLOTTE ROAD, ON THE NORTH SIDE OF THE ROAD ABOUT
 GC1314'MIDWAY ALONG A LONG CURVING GRADE, ON THE SOUTH SLOPE OF A HILL,
 GC1314'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST-NORTHWEST
 GC1314'OF A POWER POLE, 14 FEET NORTHWEST OF A 10-INCH OAK TREE, 90 FEET
 GC1314'NORTHEAST OF A LARGE TWIN TRUNK OAK TREE, DIRECTLY ACROSS ROAD
 GC1314'FROM A TWIN OAK TREE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 GC1314'POST, 12 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GC1314'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1315 ***********************************************************************
 GC1315  DESIGNATION -  19 6 17
 GC1315  PID         -  GC1315
 GC1315  STATE/COUNTY-  TN/DAVIDSON
 GC1315  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1315
 GC1315                         *CURRENT SURVEY CONTROL
 GC1315  ___________________________________________________________________
 GC1315* NAD 83(1986)-  36 06 31.     (N)    087 00 48.     (W)     SCALED    
 GC1315* NAVD 88     -       257.722  (meters)     845.54   (feet)  ADJUSTED  
 GC1315  ___________________________________________________________________
 GC1315  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC1315  DYNAMIC HT  -         257.500 (meters)     844.81  (feet)  COMP
 GC1315  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1315
 GC1315  VERT ORDER  -  FIRST     CLASS II
 GC1315
 GC1315.The horizontal coordinates were scaled from a topographic map and have
 GC1315.an estimated accuracy of +/- 6 seconds.
 GC1315
 GC1315.The orthometric height was determined by differential leveling
 GC1315.and adjusted by the National Geodetic Survey in June 1991..
 GC1315
 GC1315.The geoid height was determined by GEOID03.
 GC1315
 GC1315.The dynamic height is computed by dividing the NAVD 88
 GC1315.geopotential number by the normal gravity value computed on the
 GC1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1315.degrees latitude (g = 980.6199 gals.).
 GC1315
 GC1315.The modeled gravity was interpolated from observed gravity values.
 GC1315
 GC1315;                    North         East    Units  Estimated Accuracy
 GC1315;SPC TN       -   197,440.      508,770.      MT  (+/- 180 meters Scaled)
 GC1315
 GC1315                          SUPERSEDED SURVEY CONTROL
 GC1315
 GC1315  NGVD 29 (??/??/92)  257.744  (m)          845.62   (f) ADJ UNCH    1 2
 GC1315
 GC1315.Superseded values are not recommended for survey control.
 GC1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1315.See file dsdata.txt to determine how the superseded data were derived.
 GC1315
 GC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE988959(NAD 83)
 GC1315_MARKER: DD = SURVEY DISK
 GC1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1315_STAMPING: 19 6 17
 GC1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1315+STABILITY: SURFACE MOTION
 GC1315
 GC1315  HISTORY     - Date     Condition        Report By
 GC1315  HISTORY     - UNK      MONUMENTED       TNDG
 GC1315  HISTORY     - 1948     GOOD             NGS
 GC1315
 GC1315                          STATION DESCRIPTION
 GC1315
 GC1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1315'3.4 MI NE FROM PEGRAM.
 GC1315'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1315'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.55 MILES
 GC1315'NORTH ALONG OLD CHARLOTTE ROAD, 64 FEET NORTH AND ACROSS THE
 GC1315'ROAD FROM THE NORTHEAST CORNER OF AN UNPAINTED SHACK, 15 FEET
 GC1315'NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF THE CENTER
 GC1315'LINE OF A DIM ROAD NORTH, 21.5 FEET SOUTHWEST OF A POWER POLE
 GC1315'FROM WHICH LINE CROSSES ROAD IN BOTH DIRECTIONS, 1 FOOT SOUTH OF
 GC1315'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 GC1315'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1316 ***********************************************************************
 GC1316  DESIGNATION -  19 6 19
 GC1316  PID         -  GC1316
 GC1316  STATE/COUNTY-  TN/DAVIDSON
 GC1316  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1316
 GC1316                         *CURRENT SURVEY CONTROL
 GC1316  ___________________________________________________________________
 GC1316* NAD 83(1986)-  36 06 38.     (N)    087 00 31.     (W)     SCALED    
 GC1316* NAVD 88     -       271.966  (meters)     892.28   (feet)  ADJUSTED  
 GC1316  ___________________________________________________________________
 GC1316  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1316  DYNAMIC HT  -         271.732 (meters)     891.51  (feet)  COMP
 GC1316  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GC1316
 GC1316  VERT ORDER  -  FIRST     CLASS II
 GC1316
 GC1316.The horizontal coordinates were scaled from a topographic map and have
 GC1316.an estimated accuracy of +/- 6 seconds.
 GC1316
 GC1316.The orthometric height was determined by differential leveling
 GC1316.and adjusted by the National Geodetic Survey in June 1991..
 GC1316
 GC1316.The geoid height was determined by GEOID03.
 GC1316
 GC1316.The dynamic height is computed by dividing the NAVD 88
 GC1316.geopotential number by the normal gravity value computed on the
 GC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1316.degrees latitude (g = 980.6199 gals.).
 GC1316
 GC1316.The modeled gravity was interpolated from observed gravity values.
 GC1316
 GC1316;                    North         East    Units  Estimated Accuracy
 GC1316;SPC TN       -   197,650.      509,190.      MT  (+/- 180 meters Scaled)
 GC1316
 GC1316                          SUPERSEDED SURVEY CONTROL
 GC1316
 GC1316  NGVD 29 (??/??/92)  271.988  (m)          892.35   (f) ADJ UNCH    1 2
 GC1316
 GC1316.Superseded values are not recommended for survey control.
 GC1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1316.See file dsdata.txt to determine how the superseded data were derived.
 GC1316
 GC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE992962(NAD 83)
 GC1316_MARKER: DD = SURVEY DISK
 GC1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1316_STAMPING: 19 6 19
 GC1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1316+STABILITY: SURFACE MOTION
 GC1316
 GC1316  HISTORY     - Date     Condition        Report By
 GC1316  HISTORY     - UNK      MONUMENTED       TNDG
 GC1316  HISTORY     - 1948     GOOD             NGS
 GC1316
 GC1316                          STATION DESCRIPTION
 GC1316
 GC1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1316'3.6 MI NE FROM PEGRAM.
 GC1316'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1316'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.85 MILES NORTH
 GC1316'ALONG OLD CHARLOTTE ROAD, ON THE SOUTHEAST SIDE OF THE ROAD,
 GC1316'144 FEET SOUTHWEST OF A BARN YARD FENCE CORNER, 59 FEET SOUTHWEST
 GC1316'OF A POWER POLE AND IN LINE WITH THE ROW OF POLES, 17 FEET
 GC1316'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ON TOP OF BANK ALONG
 GC1316'A 4-FOOT CUT, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GC1316'ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GC1316'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1317 ***********************************************************************
 GC1317  DESIGNATION -  19 6 20
 GC1317  PID         -  GC1317
 GC1317  STATE/COUNTY-  TN/DAVIDSON
 GC1317  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1317
 GC1317                         *CURRENT SURVEY CONTROL
 GC1317  ___________________________________________________________________
 GC1317* NAD 83(1986)-  36 06 41.     (N)    087 00 28.     (W)     SCALED    
 GC1317* NAVD 88     -       272.184  (meters)     892.99   (feet)  ADJUSTED  
 GC1317  ___________________________________________________________________
 GC1317  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1317  DYNAMIC HT  -         271.949 (meters)     892.22  (feet)  COMP
 GC1317  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GC1317
 GC1317  VERT ORDER  -  FIRST     CLASS II
 GC1317
 GC1317.The horizontal coordinates were scaled from a topographic map and have
 GC1317.an estimated accuracy of +/- 6 seconds.
 GC1317
 GC1317.The orthometric height was determined by differential leveling
 GC1317.and adjusted by the National Geodetic Survey in June 1991..
 GC1317
 GC1317.The geoid height was determined by GEOID03.
 GC1317
 GC1317.The dynamic height is computed by dividing the NAVD 88
 GC1317.geopotential number by the normal gravity value computed on the
 GC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1317.degrees latitude (g = 980.6199 gals.).
 GC1317
 GC1317.The modeled gravity was interpolated from observed gravity values.
 GC1317
 GC1317;                    North         East    Units  Estimated Accuracy
 GC1317;SPC TN       -   197,740.      509,270.      MT  (+/- 180 meters Scaled)
 GC1317
 GC1317                          SUPERSEDED SURVEY CONTROL
 GC1317
 GC1317  NGVD 29 (??/??/92)  272.206  (m)          893.06   (f) ADJ UNCH    1 2
 GC1317
 GC1317.Superseded values are not recommended for survey control.
 GC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1317.See file dsdata.txt to determine how the superseded data were derived.
 GC1317
 GC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE993963(NAD 83)
 GC1317_MARKER: DD = SURVEY DISK
 GC1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1317_STAMPING: 19 6 20
 GC1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1317+STABILITY: SURFACE MOTION
 GC1317
 GC1317  HISTORY     - Date     Condition        Report By
 GC1317  HISTORY     - UNK      MONUMENTED       TNDG
 GC1317  HISTORY     - 1948     GOOD             NGS
 GC1317
 GC1317                          STATION DESCRIPTION
 GC1317
 GC1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1317'3.8 MI NE FROM PEGRAM.
 GC1317'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1317'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.95 MILES NORTH
 GC1317'ALONG OLD CHARLOTTE ROAD, ON THE NORTHWEST SIDE OF THE ROAD,
 GC1317'DIRECTLY ACROSS ROAD FROM THE CENTER OF GATE AT THE ENTRANCE
 GC1317'TO THE RAY FLOYD FARM HOUSE, 15 FEET NORTHWEST OF THE CENTER
 GC1317'LINE OF THE ROAD, 57 FEET NORTH OF AND ACROSS THE ROAD FROM A
 GC1317'POWER POLE WITH TRANSFORMER AND LEAD LINE TO HOUSE, 5 FEET
 GC1317'SOUTHEAST OF A LOCUST TREE, 1 FOOT SOUTHEAST OF A WHITE WOODEN
 GC1317'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GC1317'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0009 ***********************************************************************
 FC0009  DESIGNATION -  1901
 FC0009  PID         -  FC0009
 FC0009  STATE/COUNTY-  TN/MONROE
 FC0009  USGS QUAD   -  SWEETWATER (1989)
 FC0009
 FC0009                         *CURRENT SURVEY CONTROL
 FC0009  ___________________________________________________________________
 FC0009* NAD 83(1986)-  35 35 55.     (N)    084 27 47.     (W)     SCALED    
 FC0009* NAVD 88     -       277.814  (meters)     911.46   (feet)  ADJUSTED  
 FC0009  ___________________________________________________________________
 FC0009  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0009  DYNAMIC HT  -         277.544 (meters)     910.58  (feet)  COMP
 FC0009  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 FC0009
 FC0009  VERT ORDER  -  FIRST     CLASS I
 FC0009
 FC0009.The horizontal coordinates were scaled from a topographic map and have
 FC0009.an estimated accuracy of +/- 6 seconds.
 FC0009
 FC0009.The orthometric height was determined by differential leveling
 FC0009.and adjusted by the National Geodetic Survey in June 1991..
 FC0009
 FC0009.The geoid height was determined by GEOID03.
 FC0009
 FC0009.The dynamic height is computed by dividing the NAVD 88
 FC0009.geopotential number by the normal gravity value computed on the
 FC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0009.degrees latitude (g = 980.6199 gals.).
 FC0009
 FC0009.The modeled gravity was interpolated from observed gravity values.
 FC0009
 FC0009;                    North         East    Units  Estimated Accuracy
 FC0009;SPC TN       -   141,480.      739,260.      MT  (+/- 180 meters Scaled)
 FC0009
 FC0009                          SUPERSEDED SURVEY CONTROL
 FC0009
 FC0009  NGVD 29 (??/??/92)  277.887  (m)          911.70   (f) ADJ UNCH    1 1
 FC0009
 FC0009.Superseded values are not recommended for survey control.
 FC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0009.See file dsdata.txt to determine how the superseded data were derived.
 FC0009
 FC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE298423(NAD 83)
 FC0009_MARKER: DD = SURVEY DISK
 FC0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0009_STAMPING: 1901
 FC0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0009+STABILITY: SURFACE MOTION
 FC0009
 FC0009  HISTORY     - Date     Condition        Report By
 FC0009  HISTORY     - UNK      MONUMENTED       TNGS
 FC0009  HISTORY     - 1968     GOOD             NGS
 FC0009
 FC0009                          STATION DESCRIPTION
 FC0009
 FC0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0009'AT SWEETWATER.
 FC0009'AT SWEETWATER, ON THE SOUTHERN RAILWAY RIGHT-OF-WAY, 72.3 FEET
 FC0009'SOUTHWEST OF THE SOUTH CORNER OF THE STATION, 39.2 FEET NORTH
 FC0009'OF THE CENTER OF THE CROSSING OF THE RAILWAY AND STATE HIGHWAY
 FC0009'68, 28 FEET SOUTHEAST OF THE SOUTH CORNER OF THE STONE LOADING
 FC0009'PLATFORM OF THE STATION, 15 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC0009'OF THE MAIN TRACK, 7.7 FEET WEST OF SIGNAL 172 A, 3.2 FEET
 FC0009'NORTHWEST OF THE SOUTHWEST ONE OF TWO 4-FOOT HIGH VERTICAL RAILS,
 FC0009'ABOUT LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 FC0009'1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0006 ***********************************************************************
 FC0006  DESIGNATION -  1902
 FC0006  PID         -  FC0006
 FC0006  STATE/COUNTY-  TN/MONROE
 FC0006  USGS QUAD   -  SWEETWATER (1989)
 FC0006
 FC0006                         *CURRENT SURVEY CONTROL
 FC0006  ___________________________________________________________________
 FC0006* NAD 83(1986)-  35 35 06.     (N)    084 28 36.     (W)     SCALED    
 FC0006* NAVD 88     -       289.794  (meters)     950.77   (feet)  ADJUSTED  
 FC0006  ___________________________________________________________________
 FC0006  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0006  DYNAMIC HT  -         289.512 (meters)     949.84  (feet)  COMP
 FC0006  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 FC0006
 FC0006  VERT ORDER  -  FIRST     CLASS I
 FC0006
 FC0006.The horizontal coordinates were scaled from a topographic map and have
 FC0006.an estimated accuracy of +/- 6 seconds.
 FC0006
 FC0006.The orthometric height was determined by differential leveling
 FC0006.and adjusted by the National Geodetic Survey in June 1991..
 FC0006
 FC0006.The geoid height was determined by GEOID03.
 FC0006
 FC0006.The dynamic height is computed by dividing the NAVD 88
 FC0006.geopotential number by the normal gravity value computed on the
 FC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0006.degrees latitude (g = 980.6199 gals.).
 FC0006
 FC0006.The modeled gravity was interpolated from observed gravity values.
 FC0006
 FC0006;                    North         East    Units  Estimated Accuracy
 FC0006;SPC TN       -   139,950.      738,050.      MT  (+/- 180 meters Scaled)
 FC0006
 FC0006                          SUPERSEDED SURVEY CONTROL
 FC0006
 FC0006  NGVD 29 (??/??/92)  289.866  (m)          951.00   (f) ADJ UNCH    1 1
 FC0006
 FC0006.Superseded values are not recommended for survey control.
 FC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0006.See file dsdata.txt to determine how the superseded data were derived.
 FC0006
 FC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE286408(NAD 83)
 FC0006_MARKER: DD = SURVEY DISK
 FC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0006_STAMPING: 1902
 FC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0006+STABILITY: SURFACE MOTION
 FC0006
 FC0006  HISTORY     - Date     Condition        Report By
 FC0006  HISTORY     - UNK      MONUMENTED       TNGS
 FC0006  HISTORY     - 1968     GOOD             NGS
 FC0006
 FC0006                          STATION DESCRIPTION
 FC0006
 FC0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0006'1.6 MI SW FROM SWEETWATER.
 FC0006'ABOUT 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0006'OFFICE AT SWEETWATER, ON THE NORTHEAST SLOPE AND NEAR THE TOP OF
 FC0006'A HILL, 74 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVE
 FC0006'LEADING NORTHWEST TO A TWO-STORIED WHITE FRAME HOUSE, 45 FEET
 FC0006'SOUTHWEST OF TELEPHONE POLE 1410, 23 FEET SOUTHEAST OF THE
 FC0006'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET NORTHWEST OF A FENCE LINE,
 FC0006'9.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 FC0006'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FC0006'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0001 ***********************************************************************
 FC0001  DESIGNATION -  1903
 FC0001  PID         -  FC0001
 FC0001  STATE/COUNTY-  TN/MONROE
 FC0001  USGS QUAD   -  SWEETWATER (1989)
 FC0001
 FC0001                         *CURRENT SURVEY CONTROL
 FC0001  ___________________________________________________________________
 FC0001* NAD 83(1986)-  35 34 39.     (N)    084 29 20.     (W)     SCALED    
 FC0001* NAVD 88     -       290.852  (meters)     954.24   (feet)  ADJUSTED  
 FC0001  ___________________________________________________________________
 FC0001  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0001  DYNAMIC HT  -         290.569 (meters)     953.31  (feet)  COMP
 FC0001  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC0001
 FC0001  VERT ORDER  -  FIRST     CLASS I
 FC0001
 FC0001.The horizontal coordinates were scaled from a topographic map and have
 FC0001.an estimated accuracy of +/- 6 seconds.
 FC0001
 FC0001.The orthometric height was determined by differential leveling
 FC0001.and adjusted by the National Geodetic Survey in June 1991..
 FC0001
 FC0001.The geoid height was determined by GEOID03.
 FC0001
 FC0001.The dynamic height is computed by dividing the NAVD 88
 FC0001.geopotential number by the normal gravity value computed on the
 FC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0001.degrees latitude (g = 980.6199 gals.).
 FC0001
 FC0001.The modeled gravity was interpolated from observed gravity values.
 FC0001
 FC0001;                    North         East    Units  Estimated Accuracy
 FC0001;SPC TN       -   139,100.      736,960.      MT  (+/- 180 meters Scaled)
 FC0001
 FC0001                          SUPERSEDED SURVEY CONTROL
 FC0001
 FC0001  NGVD 29 (??/??/92)  290.922  (m)          954.47   (f) ADJ UNCH    1 1
 FC0001
 FC0001.Superseded values are not recommended for survey control.
 FC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0001.See file dsdata.txt to determine how the superseded data were derived.
 FC0001
 FC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE275399(NAD 83)
 FC0001_MARKER: DD = SURVEY DISK
 FC0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0001_STAMPING: 1903
 FC0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0001+STABILITY: SURFACE MOTION
 FC0001
 FC0001  HISTORY     - Date     Condition        Report By
 FC0001  HISTORY     - 1903     MONUMENTED       TNGS
 FC0001  HISTORY     - 1968     GOOD             NGS
 FC0001
 FC0001                          STATION DESCRIPTION
 FC0001
 FC0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0001'2.4 MI SW FROM SWEETWATER.
 FC0001'ABOUT 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0001'OFFICE AT SWEETWATER, ABOUT 0.75 MILE NORTHEAST OF THE
 FC0001'MONROE-MC MINN COUNTY LINE, ABOUT 0.15 MILE SOUTHWEST OF A
 FC0001'BLACKTOP ROAD INTERSECTION, ON THE TOP OF A HILL, 181 FEET
 FC0001'NORTHEAST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER
 FC0001'THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FC0001'33 FEET SOUTHWEST OF A TELEPHONE CABLE POLE, 2 1/2 FEET SOUTHEAST
 FC0001'OF A FENCE LINE, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST,
 FC0001'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0001'POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0879 ***********************************************************************
 FC0879  DESIGNATION -  1904
 FC0879  PID         -  FC0879
 FC0879  STATE/COUNTY-  TN/MONROE
 FC0879  USGS QUAD   -  SWEETWATER (1989)
 FC0879
 FC0879                         *CURRENT SURVEY CONTROL
 FC0879  ___________________________________________________________________
 FC0879* NAD 83(1986)-  35 34 19.     (N)    084 29 51.     (W)     SCALED    
 FC0879* NAVD 88     -       287.204  (meters)     942.27   (feet)  ADJUSTED  
 FC0879  ___________________________________________________________________
 FC0879  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0879  DYNAMIC HT  -         286.924 (meters)     941.35  (feet)  COMP
 FC0879  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0879
 FC0879  VERT ORDER  -  FIRST     CLASS II
 FC0879
 FC0879.The horizontal coordinates were scaled from a topographic map and have
 FC0879.an estimated accuracy of +/- 6 seconds.
 FC0879
 FC0879.The orthometric height was determined by differential leveling
 FC0879.and adjusted by the National Geodetic Survey in June 1991..
 FC0879
 FC0879.The geoid height was determined by GEOID03.
 FC0879
 FC0879.The dynamic height is computed by dividing the NAVD 88
 FC0879.geopotential number by the normal gravity value computed on the
 FC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0879.degrees latitude (g = 980.6199 gals.).
 FC0879
 FC0879.The modeled gravity was interpolated from observed gravity values.
 FC0879
 FC0879;                    North         East    Units  Estimated Accuracy
 FC0879;SPC TN       -   138,470.      736,190.      MT  (+/- 180 meters Scaled)
 FC0879
 FC0879                          SUPERSEDED SURVEY CONTROL
 FC0879
 FC0879  NGVD 29 (??/??/92)  287.274  (m)          942.50   (f) ADJ UNCH    1 2
 FC0879
 FC0879.Superseded values are not recommended for survey control.
 FC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0879.See file dsdata.txt to determine how the superseded data were derived.
 FC0879
 FC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE267393(NAD 83)
 FC0879_MARKER: DD = SURVEY DISK
 FC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0879_STAMPING: 1904
 FC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0879+STABILITY: SURFACE MOTION
 FC0879
 FC0879  HISTORY     - Date     Condition        Report By
 FC0879  HISTORY     - UNK      MONUMENTED       TNGS
 FC0879  HISTORY     - 1949     GOOD             NGS
 FC0879  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0879
 FC0879                          STATION DESCRIPTION
 FC0879
 FC0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0879'2.9 MI SW FROM SWEETWATER.
 FC0879'2.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0879'AT SWEETWATER, MONROE COUNTY, 784 FEET NORTHEAST OF A
 FC0879'COUNTY-LINE SIGN, ON U.S. HIGHWAY 11, OPPOSITE RAILROAD SIGNAL
 FC0879'1748 A, 59 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 FC0879'SIDE ROAD, 45.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY OVER
 FC0879'A SMALL BRANCH, 25.2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0879'HIGHWAY, AND ABOUT 3 FEET NORTHWEST OF A WIRE PROPERTY-LINE
 FC0879'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 1904 AND SET IN
 FC0879'THE TOP OF A CONCRETE POST.  A STEEL POST WITH CONTROL MARKER
 FC0879'SIGN SET AT SOUTH EDGE OF MONUMENT.
 FC0879
 FC0879                          STATION RECOVERY (1968)
 FC0879
 FC0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0877 ***********************************************************************
 FC0877  DESIGNATION -  1904 X
 FC0877  PID         -  FC0877
 FC0877  STATE/COUNTY-  TN/MCMINN
 FC0877  USGS QUAD   -  SWEETWATER (1989)
 FC0877
 FC0877                         *CURRENT SURVEY CONTROL
 FC0877  ___________________________________________________________________
 FC0877* NAD 83(1986)-  35 34 06.     (N)    084 29 57.     (W)     SCALED    
 FC0877* NAVD 88     -       287.202  (meters)     942.26   (feet)  ADJUSTED  
 FC0877  ___________________________________________________________________
 FC0877  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0877  DYNAMIC HT  -         286.921 (meters)     941.34  (feet)  COMP
 FC0877  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FC0877
 FC0877  VERT ORDER  -  FIRST     CLASS II
 FC0877
 FC0877.The horizontal coordinates were scaled from a topographic map and have
 FC0877.an estimated accuracy of +/- 6 seconds.
 FC0877
 FC0877.The orthometric height was determined by differential leveling
 FC0877.and adjusted by the National Geodetic Survey in June 1991..
 FC0877
 FC0877.The geoid height was determined by GEOID03.
 FC0877
 FC0877.The dynamic height is computed by dividing the NAVD 88
 FC0877.geopotential number by the normal gravity value computed on the
 FC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0877.degrees latitude (g = 980.6199 gals.).
 FC0877
 FC0877.The modeled gravity was interpolated from observed gravity values.
 FC0877
 FC0877;                    North         East    Units  Estimated Accuracy
 FC0877;SPC TN       -   138,070.      736,040.      MT  (+/- 180 meters Scaled)
 FC0877
 FC0877                          SUPERSEDED SURVEY CONTROL
 FC0877
 FC0877  NGVD 29 (??/??/92)  287.270  (m)          942.49   (f) ADJ UNCH    1 2
 FC0877
 FC0877.Superseded values are not recommended for survey control.
 FC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0877.See file dsdata.txt to determine how the superseded data were derived.
 FC0877
 FC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE266389(NAD 83)
 FC0877_MARKER: DD = SURVEY DISK
 FC0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0877_STAMPING: 1904 X
 FC0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0877+STABILITY: SURFACE MOTION
 FC0877
 FC0877  HISTORY     - Date     Condition        Report By
 FC0877  HISTORY     - UNK      MONUMENTED       TNGS
 FC0877  HISTORY     - 1949     GOOD             NGS
 FC0877  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0877
 FC0877                          STATION DESCRIPTION
 FC0877
 FC0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0877'3.3 MI SW FROM SWEETWATER.
 FC0877'IN MC MINN COUNTY, 3.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0877'FROM THE STATION AT SWEETWATER, MONROE COUNTY, 97 FEET SOUTHWEST
 FC0877'OF MILEAGE 1752 A, 543 FEET SOUTHWEST OF A COUNTY-LINE SIGN,
 FC0877'AND 10 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 66 FEET
 FC0877'WEST OF 30 INCH DRAIN PIPE UNDER RAILROAD.  A STATE SURVEY
 FC0877'STANDARD DISK, STAMPED 1904 X AND SET IN THE TOP OF A CONCRETE
 FC0877'POST.
 FC0877
 FC0877                          STATION RECOVERY (1968)
 FC0877
 FC0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0875 ***********************************************************************
 FC0875  DESIGNATION -  1905
 FC0875  PID         -  FC0875
 FC0875  STATE/COUNTY-  TN/MCMINN
 FC0875  USGS QUAD   -  NIOTA (1990)
 FC0875
 FC0875                         *CURRENT SURVEY CONTROL
 FC0875  ___________________________________________________________________
 FC0875* NAD 83(1986)-  35 33 49.     (N)    084 30 18.     (W)     SCALED    
 FC0875* NAVD 88     -       289.319  (meters)     949.21   (feet)  ADJUSTED  
 FC0875  ___________________________________________________________________
 FC0875  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0875  DYNAMIC HT  -         289.036 (meters)     948.28  (feet)  COMP
 FC0875  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0875
 FC0875  VERT ORDER  -  FIRST     CLASS II
 FC0875
 FC0875.The horizontal coordinates were scaled from a topographic map and have
 FC0875.an estimated accuracy of +/- 6 seconds.
 FC0875
 FC0875.The orthometric height was determined by differential leveling
 FC0875.and adjusted by the National Geodetic Survey in June 1991..
 FC0875
 FC0875.The geoid height was determined by GEOID03.
 FC0875
 FC0875.The dynamic height is computed by dividing the NAVD 88
 FC0875.geopotential number by the normal gravity value computed on the
 FC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0875.degrees latitude (g = 980.6199 gals.).
 FC0875
 FC0875.The modeled gravity was interpolated from observed gravity values.
 FC0875
 FC0875;                    North         East    Units  Estimated Accuracy
 FC0875;SPC TN       -   137,530.      735,520.      MT  (+/- 180 meters Scaled)
 FC0875
 FC0875                          SUPERSEDED SURVEY CONTROL
 FC0875
 FC0875  NGVD 29 (??/??/92)  289.385  (m)          949.42   (f) ADJ UNCH    1 2
 FC0875
 FC0875.Superseded values are not recommended for survey control.
 FC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0875.See file dsdata.txt to determine how the superseded data were derived.
 FC0875
 FC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE261384(NAD 83)
 FC0875_MARKER: DD = SURVEY DISK
 FC0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0875_STAMPING: 1905
 FC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0875+STABILITY: SURFACE MOTION
 FC0875
 FC0875  HISTORY     - Date     Condition        Report By
 FC0875  HISTORY     - UNK      MONUMENTED       TNGS
 FC0875  HISTORY     - 1949     GOOD             NGS
 FC0875  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0875
 FC0875                          STATION DESCRIPTION
 FC0875
 FC0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0875'3.7 MI SW FROM SWEETWATER.
 FC0875'IN MC MINN COUNTY, 3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0875'FROM THE STATION AT SWEETWATER, MONROE COUNTY, 900 FEET WEST OF
 FC0875'A 3-STORY YELLOW HOUSE WITH RED COLONNADES, 226 FEET SOUTHEAST OF
 FC0875'THE CENTERLINE OF U.S. HIGHWAY 11, ON THE TOP OF A BANK, 6 FEET
 FC0875'SOUTHWEST OF THE PROPERTY LINE BETWEEN THE J.H. GLAZE RESIDENCE
 FC0875'AND THE HOWELL NURSERY, AND ABOUT 2 FEET FROM A WIRE FENCE.
 FC0875'A STATE SURVEY STANDARD DISK, STAMPED 1905 AND SET IN THE TOP
 FC0875'OF A CONCRETE POST.  STEEL POST WITH CONTROL MARKER SIGN AT WEST
 FC0875'EDGE OF MARK.
 FC0875
 FC0875                          STATION RECOVERY (1968)
 FC0875
 FC0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0874 ***********************************************************************
 FC0874  DESIGNATION -  1906
 FC0874  PID         -  FC0874
 FC0874  STATE/COUNTY-  TN/MCMINN
 FC0874  USGS QUAD   -  NIOTA (1990)
 FC0874
 FC0874                         *CURRENT SURVEY CONTROL
 FC0874  ___________________________________________________________________
 FC0874* NAD 83(1986)-  35 33 35.     (N)    084 30 31.     (W)     SCALED    
 FC0874* NAVD 88     -       291.954  (meters)     957.85   (feet)  ADJUSTED  
 FC0874  ___________________________________________________________________
 FC0874  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FC0874  DYNAMIC HT  -         291.669 (meters)     956.92  (feet)  COMP
 FC0874  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 FC0874
 FC0874  VERT ORDER  -  FIRST     CLASS I
 FC0874
 FC0874.The horizontal coordinates were scaled from a topographic map and have
 FC0874.an estimated accuracy of +/- 6 seconds.
 FC0874
 FC0874.The orthometric height was determined by differential leveling
 FC0874.and adjusted by the National Geodetic Survey in June 1991..
 FC0874
 FC0874.The geoid height was determined by GEOID03.
 FC0874
 FC0874.The dynamic height is computed by dividing the NAVD 88
 FC0874.geopotential number by the normal gravity value computed on the
 FC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0874.degrees latitude (g = 980.6199 gals.).
 FC0874
 FC0874.The modeled gravity was interpolated from observed gravity values.
 FC0874
 FC0874;                    North         East    Units  Estimated Accuracy
 FC0874;SPC TN       -   137,100.      735,200.      MT  (+/- 180 meters Scaled)
 FC0874
 FC0874                          SUPERSEDED SURVEY CONTROL
 FC0874
 FC0874  NGVD 29 (??/??/92)  292.020  (m)          958.07   (f) ADJ UNCH    1 1
 FC0874
 FC0874.Superseded values are not recommended for survey control.
 FC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0874.See file dsdata.txt to determine how the superseded data were derived.
 FC0874
 FC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE258379(NAD 83)
 FC0874_MARKER: DD = SURVEY DISK
 FC0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0874_STAMPING: 1906
 FC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0874+STABILITY: SURFACE MOTION
 FC0874
 FC0874  HISTORY     - Date     Condition        Report By
 FC0874  HISTORY     - UNK      MONUMENTED       TNGS
 FC0874  HISTORY     - 1968     GOOD             NGS
 FC0874
 FC0874                          STATION DESCRIPTION
 FC0874
 FC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0874'4 MI NE FROM NIOTA.
 FC0874'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0874'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 34 YARDS NORTH OF
 FC0874'AND ACROSS THE HIGHWAY FROM THE SOUTHERN RAILWAY MILEPOST 176,
 FC0874'IN THE SLOPE OF A 4-FOOT HIGH CUT, 25 1/2 FEET NORTHWEST OF THE
 FC0874'CENTER LINE OF THE HIGHWAY, 11 FEET SOUTHWEST OF TELEPHONE POLE
 FC0874'1305, 4 FEET SOUTHEAST OF A FENCE LINE, 1/2 FOOT SOUTH OF A
 FC0874'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 FC0874'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE
 FC0874'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0872 ***********************************************************************
 FC0872  DESIGNATION -  1907
 FC0872  PID         -  FC0872
 FC0872  STATE/COUNTY-  TN/MCMINN
 FC0872  USGS QUAD   -  NIOTA (1990)
 FC0872
 FC0872                         *CURRENT SURVEY CONTROL
 FC0872  ___________________________________________________________________
 FC0872* NAD 83(1986)-  35 33 08.     (N)    084 30 49.     (W)     SCALED    
 FC0872* NAVD 88     -       295.327  (meters)     968.92   (feet)  ADJUSTED  
 FC0872  ___________________________________________________________________
 FC0872  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0872  DYNAMIC HT  -         295.038 (meters)     967.97  (feet)  COMP
 FC0872  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 FC0872
 FC0872  VERT ORDER  -  FIRST     CLASS II
 FC0872
 FC0872.The horizontal coordinates were scaled from a topographic map and have
 FC0872.an estimated accuracy of +/- 6 seconds.
 FC0872
 FC0872.The orthometric height was determined by differential leveling
 FC0872.and adjusted by the National Geodetic Survey in June 1991..
 FC0872
 FC0872.The geoid height was determined by GEOID03.
 FC0872
 FC0872.The dynamic height is computed by dividing the NAVD 88
 FC0872.geopotential number by the normal gravity value computed on the
 FC0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0872.degrees latitude (g = 980.6199 gals.).
 FC0872
 FC0872.The modeled gravity was interpolated from observed gravity values.
 FC0872
 FC0872;                    North         East    Units  Estimated Accuracy
 FC0872;SPC TN       -   136,260.      734,760.      MT  (+/- 180 meters Scaled)
 FC0872
 FC0872                          SUPERSEDED SURVEY CONTROL
 FC0872
 FC0872  NGVD 29 (??/??/92)  295.391  (m)          969.13   (f) ADJ UNCH    1 2
 FC0872
 FC0872.Superseded values are not recommended for survey control.
 FC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0872.See file dsdata.txt to determine how the superseded data were derived.
 FC0872
 FC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE253371(NAD 83)
 FC0872_MARKER: DD = SURVEY DISK
 FC0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0872_STAMPING: 1907
 FC0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0872+STABILITY: SURFACE MOTION
 FC0872
 FC0872  HISTORY     - Date     Condition        Report By
 FC0872  HISTORY     - UNK      MONUMENTED       TNGS
 FC0872  HISTORY     - 1965     GOOD             NGS
 FC0872  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0872
 FC0872                          STATION DESCRIPTION
 FC0872
 FC0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0872'3.3 MI NE FROM NIOTA.
 FC0872'NOTE-- THE STATION AT REAGAN, HAS BEEN REMOVED.  THE CONTROL
 FC0872'MARKER SIGN MENTIONED IS A TVA WITNESS POST.  3.3 MILES NORTHEAST
 FC0872'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT NIOTA, MC MINN
 FC0872'COUNTY, 802 FEET SOUTHWEST OF THE STATION AT REAGAN, ON LEE
 FC0872'HIGHWAY (U.S. HIGHWAY 11), 190 FEET WEST OF THE RED FACTORY
 FC0872'BUILDING OF THE HOWELL NURSERY, 111 FEET NORTHEAST OF A POINT
 FC0872'OPPOSITE THE DRIVEWAY TO THE HOWELL NURSERY OFFICE, 103 FEET
 FC0872'NORTHWEST OF THE CENTERLINE OF THE TRACK, 28.4 FEET NORTHWEST OF
 FC0872'THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF POLE 1325,
 FC0872'2 FEET SOUTHEAST OF A WIRE FENCE, AND ON THE TOP OF A BANK FORMED
 FC0872'BY A HIGHWAY CUT.  A STATE SURVEY STANDARD DISK, STAMPED 1907 AND
 FC0872'SET IN THE TOP OF A CONCRETE POST.  A STEEL POST WITH CONTROL
 FC0872'MARKER SIGN SET AT NORTHWEST EDGE OF MONUMENT.
 FC0872
 FC0872                          STATION RECOVERY (1968)
 FC0872
 FC0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1047 ***********************************************************************
 FC1047  DESIGNATION -  1934
 FC1047  PID         -  FC1047
 FC1047  STATE/COUNTY-  TN/RHEA
 FC1047  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1047
 FC1047                         *CURRENT SURVEY CONTROL
 FC1047  ___________________________________________________________________
 FC1047* NAD 83(1986)-  35 33 36.     (N)    085 06 02.     (W)     SCALED    
 FC1047* NAVD 88     -       589.716  (meters)    1934.76   (feet)  ADJUSTED  
 FC1047  ___________________________________________________________________
 FC1047  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FC1047  DYNAMIC HT  -         589.126 (meters)    1932.82  (feet)  COMP
 FC1047  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 FC1047
 FC1047  VERT ORDER  -  SECOND    CLASS 0
 FC1047
 FC1047.The horizontal coordinates were scaled from a topographic map and have
 FC1047.an estimated accuracy of +/- 6 seconds.
 FC1047
 FC1047.The orthometric height was determined by differential leveling
 FC1047.and adjusted by the National Geodetic Survey in June 1991..
 FC1047
 FC1047.The geoid height was determined by GEOID03.
 FC1047
 FC1047.The dynamic height is computed by dividing the NAVD 88
 FC1047.geopotential number by the normal gravity value computed on the
 FC1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1047.degrees latitude (g = 980.6199 gals.).
 FC1047
 FC1047.The modeled gravity was interpolated from observed gravity values.
 FC1047
 FC1047;                    North         East    Units  Estimated Accuracy
 FC1047;SPC TN       -   136,470.      681,540.      MT  (+/- 180 meters Scaled)
 FC1047
 FC1047                          SUPERSEDED SURVEY CONTROL
 FC1047
 FC1047  NGVD 29 (??/??/92)  589.763  (m)         1934.91   (f) ADJ UNCH    2 0
 FC1047
 FC1047.Superseded values are not recommended for survey control.
 FC1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1047.See file dsdata.txt to determine how the superseded data were derived.
 FC1047
 FC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE721368(NAD 83)
 FC1047_MARKER: DB = BENCH MARK DISK
 FC1047_SETTING: 66 = SET IN ROCK OUTCROP
 FC1047_SP_SET: ROCK LEDGE
 FC1047_STAMPING: 1934 1908
 FC1047_MARK LOGO: USGS  
 FC1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1047+STABILITY: POSITION/ELEVATION WELL
 FC1047
 FC1047  HISTORY     - Date     Condition        Report By
 FC1047  HISTORY     - 1908     MONUMENTED       USGS
 FC1047  HISTORY     - 1952     GOOD             NGS
 FC1047
 FC1047                          STATION DESCRIPTION
 FC1047
 FC1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1047'AT MORGAN SPRINGS.
 FC1047'AT MORGAN SPRINGS, RHEA COUNTY, ON STATE HIGHWAY 30, 165 FEET
 FC1047'NORTH OF A SHARP TURN IN THE HIGHWAY, 55 FEET NORTH OF A COTTAGE,
 FC1047'45 FEET NORTH OF THE HIGHWAY, IN THE TOP OF A SANDSTONE LEDGE,
 FC1047'AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 FC1047'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1934 1908.  NOTE--
 FC1047'IT WAS REPORTED IN SEPTEMBER 1952 THAT THE DISK IS GONE, HOWEVER
 FC1047'THE IMPRESSION OF THE DISK WAS FOUND IN THE ROCK, AND THE
 FC1047'MARK CAN STILL BE USED FOR LOW-ORDER WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0755 ***********************************************************************
 GB0755  DESIGNATION -  195
 GB0755  PID         -  GB0755
 GB0755  STATE/COUNTY-  TN/ANDERSON
 GB0755  USGS QUAD   -  NORRIS (1990)
 GB0755
 GB0755                         *CURRENT SURVEY CONTROL
 GB0755  ___________________________________________________________________
 GB0755* NAD 83(1986)-  36 08 16.     (N)    084 00 30.     (W)     SCALED    
 GB0755* NAVD 88     -       336.134  (meters)    1102.80   (feet)  ADJUSTED  
 GB0755  ___________________________________________________________________
 GB0755  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0755  DYNAMIC HT  -         335.826 (meters)    1101.79  (feet)  COMP
 GB0755  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GB0755
 GB0755  VERT ORDER  -  SECOND    CLASS 0
 GB0755
 GB0755.The horizontal coordinates were scaled from a topographic map and have
 GB0755.an estimated accuracy of +/- 6 seconds.
 GB0755
 GB0755.The orthometric height was determined by differential leveling
 GB0755.and adjusted by the National Geodetic Survey in June 1991..
 GB0755
 GB0755.The geoid height was determined by GEOID03.
 GB0755
 GB0755.The dynamic height is computed by dividing the NAVD 88
 GB0755.geopotential number by the normal gravity value computed on the
 GB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0755.degrees latitude (g = 980.6199 gals.).
 GB0755
 GB0755.The modeled gravity was interpolated from observed gravity values.
 GB0755
 GB0755;                    North         East    Units  Estimated Accuracy
 GB0755;SPC TN       -   202,030.      779,240.      MT  (+/- 180 meters Scaled)
 GB0755
 GB0755                          SUPERSEDED SURVEY CONTROL
 GB0755
 GB0755  NGVD 29 (??/??/92)  336.255  (m)         1103.20   (f) ADJ UNCH    2 0
 GB0755
 GB0755.Superseded values are not recommended for survey control.
 GB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0755.See file dsdata.txt to determine how the superseded data were derived.
 GB0755
 GB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF692033(NAD 83)
 GB0755_MARKER: DD = SURVEY DISK
 GB0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0755_STAMPING: WPA 195
 GB0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0755+STABILITY: SURFACE MOTION
 GB0755
 GB0755  HISTORY     - Date     Condition        Report By
 GB0755  HISTORY     - UNK      MONUMENTED       TNDG
 GB0755  HISTORY     - 1964     GOOD             TNHD
 GB0755
 GB0755                          STATION DESCRIPTION
 GB0755
 GB0755'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0755'4.9 MI E FROM NORRIS.
 GB0755'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0755'NORRIS, GO EASTERLY FOR 4.9 MILES TO THE MARK ON THE LEFT.  THE
 GB0755'MARK IS APPROXIMATELY 126 FEET SOUTHEAST OF THE NORTHWEST END OF
 GB0755'A GUARD RAIL, 27 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 GB0755'OF U.S. HIGHWAY 441 AND 0.5 SOUTHEAST OF A METAL WITNESS POST WITH
 GB0755'SIGN.  THE MARK IS A W. P. A. TENNESSEE DIVISION OF GEOLOGY DISK,
 GB0755'SET IN THE TOP OF A 4-INCH CONCRETE MONUMENT, PROJECTING 4-INCHES
 GB0755'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1137 ***********************************************************************
 FC1137  DESIGNATION -  2
 FC1137  PID         -  FC1137
 FC1137  STATE/COUNTY-  TN/HAMILTON
 FC1137  USGS QUAD   -  CHATTANOOGA (1976)
 FC1137
 FC1137                         *CURRENT SURVEY CONTROL
 FC1137  ___________________________________________________________________
 FC1137* NAD 83(1986)-  35 03 45.     (N)    085 18 31.     (W)     SCALED    
 FC1137* NAVD 88     -       203.268  (meters)     666.89   (feet)  ADJUSTED  
 FC1137  ___________________________________________________________________
 FC1137  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1137  DYNAMIC HT  -         203.066 (meters)     666.23  (feet)  COMP
 FC1137  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 FC1137
 FC1137  VERT ORDER  -  SECOND    CLASS 0
 FC1137
 FC1137.The horizontal coordinates were scaled from a topographic map and have
 FC1137.an estimated accuracy of +/- 6 seconds.
 FC1137
 FC1137.The orthometric height was determined by differential leveling
 FC1137.and adjusted by the National Geodetic Survey in June 1991..
 FC1137
 FC1137.The geoid height was determined by GEOID03.
 FC1137
 FC1137.The dynamic height is computed by dividing the NAVD 88
 FC1137.geopotential number by the normal gravity value computed on the
 FC1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1137.degrees latitude (g = 980.6199 gals.).
 FC1137
 FC1137.The modeled gravity was interpolated from observed gravity values.
 FC1137
 FC1137;                    North         East    Units  Estimated Accuracy
 FC1137;SPC TN       -    81,130.      663,070.      MT  (+/- 180 meters Scaled)
 FC1137
 FC1137                          SUPERSEDED SURVEY CONTROL
 FC1137
 FC1137  NGVD 29 (??/??/92)  203.304  (m)          667.01   (f) ADJ UNCH    2 0
 FC1137
 FC1137.Superseded values are not recommended for survey control.
 FC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1137.See file dsdata.txt to determine how the superseded data were derived.
 FC1137
 FC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD542812(NAD 83)
 FC1137_MARKER: DD = SURVEY DISK
 FC1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1137+STABILITY: SURFACE MOTION
 FC1137
 FC1137  HISTORY     - Date     Condition        Report By
 FC1137  HISTORY     - UNK      MONUMENTED       TNGS
 FC1137  HISTORY     - 1936     GOOD             NGS
 FC1137  HISTORY     - 1936     MARK NOT FOUND   NGS
 FC1137
 FC1137                          STATION DESCRIPTION
 FC1137
 FC1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC1137'AT CHATTANOOGA.
 FC1137'AT CHATTANOOGA, HAMILTON COUNTY, 100 YARDS NORTH OF THE NORTH
 FC1137'END OF THE MARKET STREET BRIDGE OVER TENNESSEE RIVER, 85 FEET
 FC1137'SOUTHEAST OF A STREET INTERSECTION (NORTH MARKET STREET, CHEROKEE
 FC1137'BOULEVARD AND FRAZIER STREET), AND 4 FEET NORTH OF THE STREET-CAR
 FC1137'TRACK, A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FC1137'POST.  (203.304 METERS OR 667.007 FEET.)
 FC1137
 FC1137                          STATION RECOVERY (1936)
 FC1137
 FC1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 FC1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1409 ***********************************************************************
 FC1409  DESIGNATION -  2
 FC1409  PID         -  FC1409
 FC1409  STATE/COUNTY-  TN/GRUNDY
 FC1409  USGS QUAD   -  ALTO (1947)
 FC1409
 FC1409                         *CURRENT SURVEY CONTROL
 FC1409  ___________________________________________________________________
 FC1409* NAD 83(1986)-  35 17 28.     (N)    085 53 46.     (W)     SCALED    
 FC1409* NAVD 88     -       303.536  (meters)     995.85   (feet)  ADJUSTED  
 FC1409  ___________________________________________________________________
 FC1409  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1409  DYNAMIC HT  -         303.240 (meters)     994.88  (feet)  COMP
 FC1409  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 FC1409
 FC1409  VERT ORDER  -  SECOND    CLASS 0
 FC1409
 FC1409.The horizontal coordinates were scaled from a topographic map and have
 FC1409.an estimated accuracy of +/- 6 seconds.
 FC1409
 FC1409.The orthometric height was determined by differential leveling
 FC1409.and adjusted by the National Geodetic Survey in June 1991..
 FC1409
 FC1409.The geoid height was determined by GEOID03.
 FC1409
 FC1409.The dynamic height is computed by dividing the NAVD 88
 FC1409.geopotential number by the normal gravity value computed on the
 FC1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1409.degrees latitude (g = 980.6199 gals.).
 FC1409
 FC1409.The modeled gravity was interpolated from observed gravity values.
 FC1409
 FC1409;                    North         East    Units  Estimated Accuracy
 FC1409;SPC TN       -   106,270.      609,450.      MT  (+/- 180 meters Scaled)
 FC1409
 FC1409                          SUPERSEDED SURVEY CONTROL
 FC1409
 FC1409  NGVD 29 (??/??/92)  303.534  (m)          995.84   (f) ADJ UNCH    2 0
 FC1409
 FC1409.Superseded values are not recommended for survey control.
 FC1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1409.See file dsdata.txt to determine how the superseded data were derived.
 FC1409
 FC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE003058(NAD 83)
 FC1409_MARKER: DD = SURVEY DISK
 FC1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1409_SP_SET: BRIDGE
 FC1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1409
 FC1409  HISTORY     - Date     Condition        Report By
 FC1409  HISTORY     - UNK      MONUMENTED       TNHD
 FC1409  HISTORY     - 1962     GOOD             NGS
 FC1409
 FC1409                          STATION DESCRIPTION
 FC1409
 FC1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1409'2 MI SW FROM PELHAM.
 FC1409'THE MARK IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF PELHAM ON
 FC1409'INTERSTATE HIGHWAY 24.  TO REACH THE MARK FROM THE OVERPASS OF
 FC1409'TENNESSEE STATE HIGHWAY 50 AND INTERSTATE HIGHWAY 24 ABOUT 1.50
 FC1409'MILES SOUTHWEST OF PELHAM, GO SOUTHEAST ON INTERSTATE HIGHWAY 24
 FC1409'0.7 MILE TO THE MARK SET IN THE CENTER OF A SIDEWALK OF A BRIDGE
 FC1409'OVER A BRANCH OF ELK RIVER, 69.0 FEET SOUTH OF NORTH END OF
 FC1409'BRIDGE, 16.0 FEET WEST OF CENTER LINE OF WEST BOUND LANE AND
 FC1409'IS ABOUT ONE FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0603 ***********************************************************************
 FE0603  DESIGNATION -  2
 FE0603  PID         -  FE0603
 FE0603  STATE/COUNTY-  TN/MADISON
 FE0603  USGS QUAD   -  ADAIR (1979)
 FE0603
 FE0603                         *CURRENT SURVEY CONTROL
 FE0603  ___________________________________________________________________
 FE0603* NAD 83(1986)-  35 38 20.     (N)    088 55 41.     (W)     SCALED    
 FE0603* NAVD 88     -       113.518  (meters)     372.43   (feet)  ADJUSTED  
 FE0603  ___________________________________________________________________
 FE0603  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE0603  DYNAMIC HT  -         113.417 (meters)     372.10  (feet)  COMP
 FE0603  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0603
 FE0603  VERT ORDER  -  SECOND    CLASS 0
 FE0603
 FE0603.The horizontal coordinates were scaled from a topographic map and have
 FE0603.an estimated accuracy of +/- 6 seconds.
 FE0603
 FE0603.The orthometric height was determined by differential leveling
 FE0603.and adjusted by the National Geodetic Survey in June 1991..
 FE0603
 FE0603.The geoid height was determined by GEOID03.
 FE0603
 FE0603.The dynamic height is computed by dividing the NAVD 88
 FE0603.geopotential number by the normal gravity value computed on the
 FE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0603.degrees latitude (g = 980.6199 gals.).
 FE0603
 FE0603.The modeled gravity was interpolated from observed gravity values.
 FE0603
 FE0603;                    North         East    Units  Estimated Accuracy
 FE0603;SPC TN       -   148,820.      334,850.      MT  (+/- 180 meters Scaled)
 FE0603
 FE0603                          SUPERSEDED SURVEY CONTROL
 FE0603
 FE0603  NGVD 29 (??/??/??)  113.548  (m)          372.53   (f) ADJUSTED    2 0
 FE0603
 FE0603.Superseded values are not recommended for survey control.
 FE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0603.See file dsdata.txt to determine how the superseded data were derived.
 FE0603
 FE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE254456(NAD 83)
 FE0603_MARKER: DD = SURVEY DISK
 FE0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0603_SP_SET: BRIDGE
 FE0603_MARK LOGO: TNHD  
 FE0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0603+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0603
 FE0603  HISTORY     - Date     Condition        Report By
 FE0603  HISTORY     - UNK      MONUMENTED       TNHD
 FE0603  HISTORY     - 1959     GOOD             CGS
 FE0603  HISTORY     - 20020910 GOOD             USACE
 FE0603
 FE0603                          STATION DESCRIPTION
 FE0603
 FE0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0603'18.7 MI E FROM BROWNSVILLE.
 FE0603'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0603'BROWNSVILLE, THENCE 9.0 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0603'40.  IT IS A DISK SET IN THE NORTHEAST END OF AN OVERPASS OVER
 FE0603'INTERSTATE HIGHWAY 40.  13.3 FEET SOUTH OF THE NORTH END OF AN
 FE0603'OVERPASS, 3.5 FEET WEST OF THE EAST EDGE OF BRIDGE ABUTMENT, 25
 FE0603'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE NORTHEAST
 FE0603'WALKWAY OF THE CONCRETE BRIDGE.
 FE0603
 FE0603                          STATION RECOVERY (2002)
 FE0603
 FE0603'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0603'OVERPASS IS FOR MCCLEISH RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0331 ***********************************************************************
 FF0331  DESIGNATION -  2
 FF0331  PID         -  FF0331
 FF0331  STATE/COUNTY-  TN/SHELBY
 FF0331  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0331
 FF0331                         *CURRENT SURVEY CONTROL
 FF0331  ___________________________________________________________________
 FF0331* NAD 83(1986)-  35 10 24.     (N)    090 02 38.     (W)     SCALED    
 FF0331* NAVD 88     -        72.349  (meters)     237.37   (feet)  ADJUSTED  
 FF0331  ___________________________________________________________________
 FF0331  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0331  DYNAMIC HT  -          72.284 (meters)     237.15  (feet)  COMP
 FF0331  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FF0331
 FF0331  VERT ORDER  -  FIRST     CLASS I
 FF0331
 FF0331.The horizontal coordinates were scaled from a topographic map and have
 FF0331.an estimated accuracy of +/- 6 seconds.
 FF0331
 FF0331.The orthometric height was determined by differential leveling
 FF0331.and adjusted by the National Geodetic Survey in June 1991..
 FF0331
 FF0331.The geoid height was determined by GEOID03.
 FF0331
 FF0331.The dynamic height is computed by dividing the NAVD 88
 FF0331.geopotential number by the normal gravity value computed on the
 FF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0331.degrees latitude (g = 980.6199 gals.).
 FF0331
 FF0331.The modeled gravity was interpolated from observed gravity values.
 FF0331
 FF0331;                    North         East    Units  Estimated Accuracy
 FF0331;SPC TN       -   100,810.      231,720.      MT  (+/- 180 meters Scaled)
 FF0331
 FF0331                          SUPERSEDED SURVEY CONTROL
 FF0331
 FF0331  NGVD 29 (??/??/??)   72.310  (m)          237.24   (f) ADJUSTED    1 1
 FF0331
 FF0331.Superseded values are not recommended for survey control.
 FF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0331.See file dsdata.txt to determine how the superseded data were derived.
 FF0331
 FF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU692962(NAD 83)
 FF0331_MARKER: DD = SURVEY DISK
 FF0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0331_STAMPING: BM 2 72
 FF0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0331+STABILITY: SURFACE MOTION
 FF0331
 FF0331  HISTORY     - Date     Condition        Report By
 FF0331  HISTORY     - UNK      MONUMENTED       DOD
 FF0331  HISTORY     - 1974     GOOD             NGS
 FF0331  HISTORY     - 19940910 MARK NOT FOUND   TN1620
 FF0331
 FF0331                          STATION DESCRIPTION
 FF0331
 FF0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0331'AT MEMPHIS.
 FF0331'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, 452 FEET NORTHEAST
 FF0331'OF THE MARBLE BAYOU PUMPING STATION, 142 FEET WEST OF THE CENTER
 FF0331'LINE OF NORTH SECOND STREET, 17.3 FEET SOUTHEAST OF THE SOUTHEAST
 FF0331'RAIL OF MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 36 FEET
 FF0331'NORTHWEST OF A POWER POLE, 33.4 FEET SOUTH OF A RAILROAD SWITCH
 FF0331'STAND, 10 FEET NORTH OF THE CENTER LINE OF A NARROW ASPHALT ROAD,
 FF0331'3 FEET SOUTH OF A CROSSING SIGN, 1 FOOT BELOW LEVEL OF RAILS
 FF0331'AND IN THE TOP OF A CONCRETE POST 2-INCHES UNDERGROUND.
 FF0331
 FF0331                          STATION RECOVERY (1994)
 FF0331
 FF0331'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2567 ***********************************************************************
 AJ2567  DESIGNATION -  20
 AJ2567  PID         -  AJ2567
 AJ2567  STATE/COUNTY-  TN/SHELBY
 AJ2567  USGS QUAD   -  ARLINGTON (1973)
 AJ2567
 AJ2567                         *CURRENT SURVEY CONTROL
 AJ2567  ___________________________________________________________________
 AJ2567* NAD 83(1995)-  35 19 12.68214(N)    089 39 31.81898(W)     ADJUSTED  
 AJ2567* NAVD 88     -        82.0    (meters)     269.     (feet)  GPS OBS   
 AJ2567  ___________________________________________________________________
 AJ2567  X           -      31,022.277 (meters)                     COMP
 AJ2567  Y           -  -5,209,922.754 (meters)                     COMP
 AJ2567  Z           -   3,666,940.120 (meters)                     COMP
 AJ2567  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2567  ELLIP HEIGHT-          54.66  (meters)          (04/26/01) GPS OBS
 AJ2567  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2567
 AJ2567  HORZ ORDER  -  FIRST
 AJ2567  ELLP ORDER  -  FOURTH    CLASS I
 AJ2567
 AJ2567.The horizontal coordinates were established by GPS observations
 AJ2567.and adjusted by the National Geodetic Survey in April 2001..
 AJ2567
 AJ2567.The orthometric height was determined by GPS observations and a
 AJ2567.high-resolution geoid model.
 AJ2567
 AJ2567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2567
 AJ2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2567
 AJ2567.The ellipsoidal height was determined by GPS observations
 AJ2567.and is referenced to NAD 83.
 AJ2567
 AJ2567.The geoid height was determined by GEOID03.
 AJ2567
 AJ2567;                    North         East     Units Scale Factor Converg.
 AJ2567;SPC TN       -   115,710.046   267,379.006   MT  0.99998835   -2 08 31.3
 AJ2567;SPC TN       -   379,625.38    877,225.96   sFT  0.99998835   -2 08 31.3
 AJ2567;UTM  16      - 3,911,795.515   258,296.488   MT  1.00032002   -1 32 16.6
 AJ2567
 AJ2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2567!SPC TN       -   0.99999142  x   0.99998835  =   0.99997977
 AJ2567!UTM  16      -   0.99999142  x   1.00032002  =   1.00031144
 AJ2567
 AJ2567                          SUPERSEDED SURVEY CONTROL
 AJ2567
 AJ2567.No superseded survey control is available for this station.
 AJ2567
 AJ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5829611796(NAD 83)
 AJ2567_MARKER: DD = SURVEY DISK
 AJ2567_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2567+WITH SETTING: INFORMATION.
 AJ2567_STAMPING: 020
 AJ2567_MARK LOGO: MLGW  
 AJ2567_PROJECTION: FLUSH
 AJ2567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2567+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2567_ROD/PIPE-DEPTH:  0.8 meters
 AJ2567
 AJ2567  HISTORY     - Date     Condition        Report By
 AJ2567  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2567
 AJ2567                          STATION DESCRIPTION
 AJ2567
 AJ2567'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2567'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 0.50
 AJ2567'MILES (0.80 KM) NORTH OF ARLINGTON TENNESSEE.
 AJ2567'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 (HWY-70) AND
 AJ2567'COLLIERVILLE-ARLINGTON ROAD IN ARLINGTON, PROCEED NORTH ON
 AJ2567'COLLIERVILLE-ARLINGTON ROAD APPROXIMATELY 1.70 MILES (2.74 KM) TO
 AJ2567'GALLOWAY LEVEE ROAD.  TURN RIGHT AND GO EAST ON GALLOWAY LEVEE ROAD
 AJ2567'FOR APPROXIMATELY 0.90 MILE (1.45 KM) TO BEAVER CREEK DRAINAGE CANAL.
 AJ2567'THE STATION IS ON THE LEFT.
 AJ2567'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2567'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2567'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 140.00 FEET (42.67 M)
 AJ2567'WEST OF THE WEST END OF CONCRETE BRIDGE OVER BEAVER CREEK DRAINAGE
 AJ2567'CANAL (2ND BRIDGE EAST OF COLLIERVILLE-ARLINGTON ROAD) BRIDGE NO.
 AJ2567'79-2708-0.90, 18.80 FEET (5.73 M) NORTH OF THE CENTERLINE OF GALLOWAY
 AJ2567'LEVEE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2697 ***********************************************************************
 GB2697  DESIGNATION -  2007
 GB2697  PID         -  GB2697
 GB2697  STATE/COUNTY-  TN/ANDERSON
 GB2697  USGS QUAD   -  WINDROCK (1975)
 GB2697
 GB2697                         *CURRENT SURVEY CONTROL
 GB2697  ___________________________________________________________________
 GB2697* NAD 83(1995)-  36 01 02.63483(N)    084 15 17.48693(W)     ADJUSTED  
 GB2697* NAVD 88     -       280.9    (meters)     922.     (feet)  VERTCON   
 GB2697  ___________________________________________________________________
 GB2697  X           -     517,042.296 (meters)                     COMP
 GB2697  Y           -  -5,139,122.252 (meters)                     COMP
 GB2697  Z           -   3,729,900.578 (meters)                     COMP
 GB2697  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GB2697  ELLIP HEIGHT-         250.40  (meters)          (10/22/93) GPS OBS
 GB2697  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB2697
 GB2697  HORZ ORDER  -  FIRST
 GB2697  ELLP ORDER  -  FOURTH    CLASS I
 GB2697
 GB2697.The horizontal coordinates were established by GPS observations
 GB2697.and adjusted by the National Geodetic Survey in April 1999..
 GB2697
 GB2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2697
 GB2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2697
 GB2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2697
 GB2697.The ellipsoidal height was determined by GPS observations
 GB2697.and is referenced to NAD 83.
 GB2697
 GB2697.The geoid height was determined by GEOID03.
 GB2697
 GB2697;                    North         East     Units Scale Factor Converg.
 GB2697;SPC TN       -   188,248.360   757,298.265   MT  0.99995350   +1 01 18.0
 GB2697;SPC TN       -   617,611.49  2,484,569.39   sFT  0.99995350   +1 01 18.0
 GB2697;UTM  16      - 3,989,364.674   747,388.254   MT  1.00035417   +1 36 54.2
 GB2697
 GB2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2697!SPC TN       -   0.99996070  x   0.99995350  =   0.99991420
 GB2697!UTM  16      -   0.99996070  x   1.00035417  =   1.00031486
 GB2697
 GB2697                          SUPERSEDED SURVEY CONTROL
 GB2697
 GB2697  NAD 83(1995)-  36 01 02.63710(N)    084 15 17.49148(W) AD(       ) 1
 GB2697  NAD 83(1995)-  36 01 02.63712(N)    084 15 17.49153(W) AD(       ) 1
 GB2697  NGVD 29 (10/22/93)  281.0    (m)          922.     (f) GPS OBS        
 GB2697
 GB2697.Superseded values are not recommended for survey control.
 GB2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2697.See file dsdata.txt to determine how the superseded data were derived.
 GB2697
 GB2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4738889365(NAD 83)
 GB2697_MARKER: S = SPIKE
 GB2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2697_MARK LOGO: NONE  
 GB2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2697+STABILITY: SURFACE MOTION
 GB2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2697+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 GB2697
 GB2697  HISTORY     - Date     Condition        Report By
 GB2697  HISTORY     - 1950     MONUMENTED       RBNF
 GB2697  HISTORY     - 19930325 GOOD
 GB2697
 GB2697                          STATION DESCRIPTION
 GB2697
 GB2697'DESCRIBED BY RESEARCHED BUT NOT FOUND 1950
 GB2697'THE STATION IS LOCATED OFF OF VIKING ROAD ON THE EAST SIDE OF THE CITY
 GB2697'OF OAK RIDGE IN A GRASSY MEDIAN IN THE SHAPE OF A TRIANGLE.
 GB2697'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 62 (ILLINOIS
 GB2697'AVE) AND HIGHWAY 95 (OAK RIDGE TURNPIKE) IN OAK RIDGE, PROCEED ON
 GB2697'NORTH 95 FOR 0.9 MI (1.4 KM) TO MAIN STREET RIGHT AND VIKING ROAD
 GB2697'LEFT. TURN LEFT ON VIKING ROAD FOR 0.2 MI (0.3 KM) TO STATION IN
 GB2697'GRASSY TRIANGULAR AREA MEDIAN AT THE INTERSECTION OF VIKING RD AND
 GB2697'VERMONT AVE.
 GB2697'STATION IS A RAILROAD SPIKE WITH A PUNCH MARK SET IN A MASS OF
 GB2697'CONCRETE FLUSH WITH THE GROUND.  STATION IS SET IN THE EAST CORNER OF
 GB2697'THE MEDIAN 2.5 M (8.2 FT) NORTH OF A STOP SIGN, 14.5 M (47.6 FT) SW
 GB2697'OF TELEPHONE POLE 45B, AND 3 M (9.8 FT) SE OF THE CURB.
 GB2697
 GB2697                          STATION RECOVERY (1993)
 GB2697
 GB2697'RECOVERED 1993
 GB2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0728 ***********************************************************************
 GD0728  DESIGNATION -  21 1
 GD0728  PID         -  GD0728
 GD0728  STATE/COUNTY-  TN/LAKE
 GD0728  USGS QUAD   -  TIPTONVILLE (1981)
 GD0728
 GD0728                         *CURRENT SURVEY CONTROL
 GD0728  ___________________________________________________________________
 GD0728* NAD 83(1995)-  36 23 03.07525(N)    089 28 30.02293(W)     ADJUSTED  
 GD0728* NAVD 88     -        88.617  (meters)     290.74   (feet)  POSTED    
 GD0728  ___________________________________________________________________
 GD0728  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GD0728  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0728  DYNAMIC HT  -          88.550 (meters)     290.52  (feet)  COMP
 GD0728  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GD0728
 GD0728  HORZ ORDER  -  SECOND
 GD0728  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GD0728
 GD0728.The horizontal coordinates were established by classical geodetic methods
 GD0728.and adjusted by the National Geodetic Survey in April 1999..
 GD0728
 GD0728.The orthometric height was determined by differential leveling
 GD0728.and adjusted by the National Geodetic Survey in 1992..
 GD0728.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GD0728.rate of 3.1 thru 4.0 mm/km.
 GD0728
 GD0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0728
 GD0728.The geoid height was determined by GEOID03.
 GD0728
 GD0728.The dynamic height is computed by dividing the NAVD 88
 GD0728.geopotential number by the normal gravity value computed on the
 GD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0728.degrees latitude (g = 980.6199 gals.).
 GD0728
 GD0728.The modeled gravity was interpolated from observed gravity values.
 GD0728
 GD0728;                    North         East     Units Scale Factor Converg.
 GD0728;SPC TN       -   233,079.406   288,274.617   MT  0.99999440   -2 02 03.9
 GD0728;SPC TN       -   764,694.68    945,780.97   sFT  0.99999440   -2 02 03.9
 GD0728;SPC KY1Z     - 1,012,315.620 1,165,784.672   MT  1.00024047   -2 17 13.2
 GD0728;SPC KY1Z     - 3,321,238.83  3,824,745.21   sFT  1.00024047   -2 17 13.2
 GD0728;SPC KY S     -   512,232.201   165,835.570   MT  1.00008169   -2 15 32.7
 GD0728;SPC KY S     - 1,680,548.48    544,078.87   sFT  1.00008169   -2 15 32.7
 GD0728;SPC MO E     -    61,607.255   341,962.209   MT  1.00003749   +0 36 29.0
 GD0728;UTM  16      - 4,029,407.166   277,999.890   MT  1.00020726   -1 28 07.6
 GD0728
 GD0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0728!SPC TN       -   0.99999055  x   0.99999440  =   0.99998495
 GD0728!SPC KY1Z     -   0.99999055  x   1.00024047  =   1.00023102
 GD0728!SPC KY S     -   0.99999055  x   1.00008169  =   1.00007224
 GD0728!SPC MO E     -   0.99999055  x   1.00003749  =   1.00002804
 GD0728!UTM  16      -   0.99999055  x   1.00020726  =   1.00019781
 GD0728
 GD0728                          SUPERSEDED SURVEY CONTROL
 GD0728
 GD0728  NAD 83(1995)-  36 23 03.08120(N)    089 28 30.02168(W) AD(       ) 2
 GD0728  NAD 83(1995)-  36 23 03.08385(N)    089 28 30.02253(W) AD(       ) 2
 GD0728  NAD 83(1986)-  36 23 03.08661(N)    089 28 30.02252(W) AD(       ) 2
 GD0728  NAD 27      -  36 23 02.85300(N)    089 28 29.75300(W) AD(       ) 2
 GD0728  NGVD 29 (??/??/??)   88.543  (m)          290.49   (f) ADJUSTED    1 2
 GD0728
 GD0728.Superseded values are not recommended for survey control.
 GD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0728.See file dsdata.txt to determine how the superseded data were derived.
 GD0728
 GD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7800029407(NAD 83)
 GD0728_MARKER: R = RIVET
 GD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0728_SP_SET: STONE
 GD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0728+STABILITY: SURFACE MOTION
 GD0728
 GD0728  HISTORY     - Date     Condition        Report By
 GD0728  HISTORY     - 1929     MONUMENTED       MRC
 GD0728  HISTORY     - 1935     GOOD             CGS
 GD0728  HISTORY     - 1957     GOOD             CGS
 GD0728  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0728
 GD0728                          STATION DESCRIPTION
 GD0728
 GD0728'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 GD0728'IN CULTIVATED FIELD OWNED BY HARRY TIPTON, ABOUT 1/4 MILE NORTH OF
 GD0728'TIPTONVILLE, ABOUT 350 METERS 1,148 FEET BACK OF RIVER BANK, 36
 GD0728'METERS 118 FEET EAST OF GRAVEL ROAD LEADING DUE NORTH FROM
 GD0728'TIPTONVILLE TOWARD SLOUGH LANDING, 50 METERS 164 FEET SOUTH OF
 GD0728'DRAIN DITCH CROSSING THIS ROAD AT RIGHT ANGLES, 60 METERS 197
 GD0728'FEET SOUTHEAST OF CONCRETE BRIDGE OVER DITCH, 50.5 METERS 166 FEET
 GD0728'SOUTH OF CENTER OF OLD ROAD WHICH LEADS EAST PAST SCHOOLHOUSE AND
 GD0728'WAS FORMER LOCATION OF OLD TRAMWAY TO KEYSTONE MILL ON REELFOOT
 GD0728'LAKE, AND 90 METERS 295 FEET SOUTHWEST OF FORMER JUNCTION OF
 GD0728'ROADS WHERE LINE OF TELEGRAPH POLES TURNS NORTH FROM WEST.  THIS
 GD0728'JUNCTION IS 111 METERS 364 FEET EAST OF CENTER OF NEW GRAVEL
 GD0728'ROAD.  DRAIN TILE CROSSES GRAVEL ROAD AT JUNCTION OF OLD AND
 GD0728'NEW ROADS.  MARKED BY BOLT IN 6-INCH SQUARE STONE POST,
 GD0728'PROJECTING ABOUT 15 INCHES ABOVE GROUND AND LEANING SLIGHTLY TO
 GD0728'SOUTH.
 GD0728
 GD0728                          STATION RECOVERY (1935)
 GD0728
 GD0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GD0728'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT.
 GD0728
 GD0728                          STATION RECOVERY (1957)
 GD0728
 GD0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GD0728'0.4 MI N FROM TIPTONVILLE.
 GD0728'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0728'OF STATE HIGHWAY 21 AT TIPTONVILLE, IN A CULTIVATED FIELD, 120
 GD0728'FEET EAST OF CENTER LINE OF HIGHWAY, 138 FEET SOUTH OF CENTER
 GD0728'LINE OF A GRAVEL ROAD EAST, 67 1/2 FEET NORTHEAST OF NORTHEAST
 GD0728'CORNER OF A SMALL WHITE FRAME HOUSE, 201 FEET SOUTHEAST OF
 GD0728'SOUTHEAST CORNER OF A WOODEN BRIDGE ON HIGHWAY AND IS A STONE
 GD0728'POST WITH RIVET PROJECTING 18 INCHES.
 GD0728
 GD0728                          STATION RECOVERY (1967)
 GD0728
 GD0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0728'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS MARK, BUT IT COULD
 GD0728'NOT BE FOUND.  THIS AREA IS NOW ALL UNDER CULTIVATION AND IT IS
 GD0728'PRESUMED THAT THE MARK WAS DESTROYED WHEN THE OLD ROAD WAS MOVED
 GD0728'AND THE LAND DRAINED AND LEVELED FOR CULTIVATION.
 GD0728'
 GD0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE NORTH OF
 GD0728'TIPTONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1143 ***********************************************************************
 FC1143  DESIGNATION -  210
 FC1143  PID         -  FC1143
 FC1143  STATE/COUNTY-  TN/HAMILTON
 FC1143  USGS QUAD   -  CHATTANOOGA (1976)
 FC1143
 FC1143                         *CURRENT SURVEY CONTROL
 FC1143  ___________________________________________________________________
 FC1143* NAD 83(1986)-  35 05 03.     (N)    085 19 04.     (W)     SCALED    
 FC1143* NAVD 88     -       203.133  (meters)     666.45   (feet)  ADJUSTED  
 FC1143  ___________________________________________________________________
 FC1143  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FC1143  DYNAMIC HT  -         202.930 (meters)     665.78  (feet)  COMP
 FC1143  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC1143
 FC1143  VERT ORDER  -  SECOND    CLASS 0
 FC1143
 FC1143.The horizontal coordinates were scaled from a topographic map and have
 FC1143.an estimated accuracy of +/- 6 seconds.
 FC1143
 FC1143.The orthometric height was determined by differential leveling
 FC1143.and adjusted by the National Geodetic Survey in June 1991..
 FC1143
 FC1143.The geoid height was determined by GEOID03.
 FC1143
 FC1143.The dynamic height is computed by dividing the NAVD 88
 FC1143.geopotential number by the normal gravity value computed on the
 FC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1143.degrees latitude (g = 980.6199 gals.).
 FC1143
 FC1143.The modeled gravity was interpolated from observed gravity values.
 FC1143
 FC1143;                    North         East    Units  Estimated Accuracy
 FC1143;SPC TN       -    83,520.      662,220.      MT  (+/- 180 meters Scaled)
 FC1143
 FC1143                          SUPERSEDED SURVEY CONTROL
 FC1143
 FC1143  NGVD 29 (??/??/92)  203.165  (m)          666.55   (f) ADJ UNCH    2 0
 FC1143
 FC1143.Superseded values are not recommended for survey control.
 FC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1143.See file dsdata.txt to determine how the superseded data were derived.
 FC1143
 FC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD533836(NAD 83)
 FC1143_MARKER: DD = SURVEY DISK
 FC1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1143_STAMPING: 3201 1934
 FC1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1143+STABILITY: SURFACE MOTION
 FC1143
 FC1143  HISTORY     - Date     Condition        Report By
 FC1143  HISTORY     - 1934     MONUMENTED       TNGS
 FC1143  HISTORY     - 1956     GOOD             NGS
 FC1143  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1143
 FC1143                          STATION DESCRIPTION
 FC1143
 FC1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FC1143'2.5 MI N FROM CHATTANOOGA.
 FC1143'2.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1143'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1143'AT THE HIGHWAY INTERSECTION, 80 FEET NORTH OF THE CENTER OF THE
 FC1143'INTERSECTION, AND 150 FEET SOUTH OF THE CONCRETE BRIDGE OVER
 FC1143'STRINGERS BRANCH.  A STATE SURVEY DISK, STAMPED 3201 1934 AND
 FC1143'SET IN THE TOP OF A CONCRETE POST.
 FC1143
 FC1143                          STATION RECOVERY (2000)
 FC1143
 FC1143'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2224 ***********************************************************************
 GC2224  DESIGNATION -  2100
 GC2224  PID         -  GC2224
 GC2224  STATE/COUNTY-  TN/DAVIDSON
 GC2224  USGS QUAD   -  ANTIOCH (1983)
 GC2224
 GC2224                         *CURRENT SURVEY CONTROL
 GC2224  ___________________________________________________________________
 GC2224* NAD 83(1995)-  36 06 06.21089(N)    086 44 39.28993(W)     ADJUSTED  
 GC2224* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 GC2224  ___________________________________________________________________
 GC2224  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2224  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2224
 GC2224  HORZ ORDER  -  SECOND
 GC2224
 GC2224.The horizontal coordinates were established by classical geodetic methods
 GC2224.and adjusted by the National Geodetic Survey in April 1999..
 GC2224
 GC2224.The orthometric height was scaled from a topographic map.
 GC2224
 GC2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2224
 GC2224.The geoid height was determined by GEOID03.
 GC2224
 GC2224;                    North         East     Units Scale Factor Converg.
 GC2224;SPC TN       -   196,457.181   532,985.588   MT  0.99995928   -0 26 08.6
 GC2224;SPC TN       -   644,543.27  1,748,636.88   sFT  0.99995928   -0 26 08.6
 GC2224;UTM  16      - 3,995,261.640   523,020.776   MT  0.99960653   +0 09 02.5
 GC2224
 GC2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2224!SPC TN       -   0.99997162  x   0.99995928  =   0.99993091
 GC2224!UTM  16      -   0.99997162  x   0.99960653  =   0.99957817
 GC2224
 GC2224                          SUPERSEDED SURVEY CONTROL
 GC2224
 GC2224  NAD 83(1995)-  36 06 06.21320(N)    086 44 39.29201(W) AD(       ) 2
 GC2224  NAD 83(1995)-  36 06 06.21507(N)    086 44 39.29162(W) AD(       ) 2
 GC2224  NAD 83(1986)-  36 06 06.22099(N)    086 44 39.29300(W) AD(       ) 2
 GC2224  NAD 27      -  36 06 06.01160(N)    086 44 39.29730(W) AD(       ) 2
 GC2224
 GC2224.Superseded values are not recommended for survey control.
 GC2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2224.See file dsdata.txt to determine how the superseded data were derived.
 GC2224
 GC2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2302195262(NAD 83)
 GC2224_MARKER: DE = TRAVERSE STATION DISK
 GC2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2224_MARK LOGO: TNGS  
 GC2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2224+STABILITY: SURFACE MOTION
 GC2224
 GC2224  HISTORY     - Date     Condition        Report By
 GC2224  HISTORY     - 1959     MONUMENTED       TNGS
 GC2224
 GC2224                          STATION DESCRIPTION
 GC2224
 GC2224'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2224'SEE STATION NOLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0420 ***********************************************************************
 GA0420  DESIGNATION -  2107
 GA0420  PID         -  GA0420
 GA0420  STATE/COUNTY-  TN/CARTER
 GA0420  USGS QUAD   -  CARTER (1969)
 GA0420
 GA0420                         *CURRENT SURVEY CONTROL
 GA0420  ___________________________________________________________________
 GA0420* NAD 83(1986)-  36 26 52.     (N)    082 02 40.     (W)     SCALED    
 GA0420* NAVD 88     -       641.73   (+/-2cm)    2105.4    (feet)  VERTCON   
 GA0420  ___________________________________________________________________
 GA0420  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0420
 GA0420  VERT ORDER  -  ? (See Below)
 GA0420
 GA0420.The horizontal coordinates were scaled from a topographic map and have
 GA0420.an estimated accuracy of +/- 6 seconds.
 GA0420
 GA0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0420.The vertical order pertains to the NGVD 29 superseded value.
 GA0420
 GA0420.The geoid height was determined by GEOID03.
 GA0420
 GA0420;                    North         East    Units  Estimated Accuracy
 GA0420;SPC TN       -   241,770.      954,530.      MT  (+/- 180 meters Scaled)
 GA0420
 GA0420                          SUPERSEDED SURVEY CONTROL
 GA0420
 GA0420  NGVD 29 (??/??/92)  641.833  (m)         2105.75   (f) ADJ UNCH    ?  
 GA0420
 GA0420.Superseded values are not recommended for survey control.
 GA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0420.See file dsdata.txt to determine how the superseded data were derived.
 GA0420
 GA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA064341(NAD 83)
 GA0420_MARKER: DD = SURVEY DISK
 GA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0420_STAMPING: 2107
 GA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0420+STABILITY: SURFACE MOTION
 GA0420
 GA0420  HISTORY     - Date     Condition        Report By
 GA0420  HISTORY     - UNK      MONUMENTED       USGS
 GA0420  HISTORY     - 1937     GOOD             TVA
 GA0420
 GA0420                          STATION DESCRIPTION
 GA0420
 GA0420'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0420'12.7 MI NE FROM ELIZABETHTON.
 GA0420'12.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0420'CARTER COUNTY, 0.3 MILE NORTHEAST OF HOUSELY, 400 FEET NORTHWEST
 GA0420'OF THE STONY CREEK ROAD, AT THE POINT OF A HILL, 200 FEET
 GA0420'NORTH OF STONY CREEK, 150 FEET WEST OF A LIMESTONE QUARRY,
 GA0420'30 FEET EAST OF A SECOND-CLASS ROAD LEADING NORTH AND JOINING
 GA0420'THE MAIN ROAD NEAR SAM ESTEPS RESIDENCE, AND ON A ROCK LEDGE.
 GA0420'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2107
 GA0420'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0712 ***********************************************************************
 GD0712  DESIGNATION -  21/22 AZ MK
 GD0712  PID         -  GD0712
 GD0712  STATE/COUNTY-  TN/LAKE
 GD0712  USGS QUAD   -  TIPTONVILLE (1981)
 GD0712
 GD0712                         *CURRENT SURVEY CONTROL
 GD0712  ___________________________________________________________________
 GD0712* NAD 83(1986)-  36 26 48.     (N)    089 26 16.     (W)     SCALED    
 GD0712* NAVD 88     -        90.830  (meters)     298.00   (feet)  POSTED    
 GD0712  ___________________________________________________________________
 GD0712  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0712  DYNAMIC HT  -          90.760 (meters)     297.77  (feet)  COMP
 GD0712  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 GD0712
 GD0712  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0712
 GD0712.The horizontal coordinates were scaled from a topographic map and have
 GD0712.an estimated accuracy of +/- 6 seconds.
 GD0712
 GD0712.The orthometric height was determined by differential leveling
 GD0712.and adjusted by the National Geodetic Survey in 1992..
 GD0712.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0712.rate of 1.1 thru 2.0 mm/km.
 GD0712
 GD0712.The geoid height was determined by GEOID03.
 GD0712
 GD0712.The dynamic height is computed by dividing the NAVD 88
 GD0712.geopotential number by the normal gravity value computed on the
 GD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0712.degrees latitude (g = 980.6199 gals.).
 GD0712
 GD0712.The modeled gravity was interpolated from observed gravity values.
 GD0712
 GD0712;                    North         East    Units  Estimated Accuracy
 GD0712;SPC TN       -   239,890.      291,860.      MT  (+/- 180 meters Scaled)
 GD0712
 GD0712                          SUPERSEDED SURVEY CONTROL
 GD0712
 GD0712  NGVD 29 (??/??/??)   90.733  (m)          297.68   (f) ADJUSTED    1 2
 GD0712
 GD0712.Superseded values are not recommended for survey control.
 GD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0712.See file dsdata.txt to determine how the superseded data were derived.
 GD0712
 GD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF815362(NAD 83)
 GD0712_MARKER: DD = SURVEY DISK
 GD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0712_STAMPING: A AZ STONE 21/22 A
 GD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0712+STABILITY: SURFACE MOTION
 GD0712
 GD0712  HISTORY     - Date     Condition        Report By
 GD0712  HISTORY     - UNK      MONUMENTED       DOD
 GD0712  HISTORY     - 1974     POOR             NGS
 GD0712
 GD0712                          STATION DESCRIPTION
 GD0712
 GD0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0712'2.2 MI E FROM CATES.
 GD0712'ABOUT 2.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GD0712'OF STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, ABOUT
 GD0712'0.1 MILE NORTHEAST OF A ROAD CROSSING AND THE SOUTHWEST END OF A
 GD0712'LEVEE, 37 FEET SOUTHEAST OF CENTER LINE OF ROAD, 63 FEET NORTH OF
 GD0712'NORTHEAST CORNER OF A FRAME HOUSE, 5 FEET NORTHEAST OF CENTER LINE
 GD0712'OF DRIVE, 21 FEET NORTHEAST OF A POWER POLE, ABOUT 1 FOOT BELOW
 GD0712'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0712'4 INCHES.  NOTE-- THE MARK IS SET IN A LOCATION WHERE IT IS RUN OVER
 GD0712'BY MACHINERY.  THE CONCRETE POST IS BADLY CHIPPED AND THE DISK IS
 GD0712'BATTERED.  THE MARK APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0509 ***********************************************************************
 FD0509  DESIGNATION -  21.3
 FD0509  PID         -  FD0509
 FD0509  STATE/COUNTY-  TN/RUTHERFORD
 FD0509  USGS QUAD   -  SMYRNA (1998)
 FD0509
 FD0509                         *CURRENT SURVEY CONTROL
 FD0509  ___________________________________________________________________
 FD0509* NAD 83(1986)-  35 58 40.     (N)    086 31 22.     (W)     SCALED    
 FD0509* NAVD 88     -       163.51   (+/-2cm)     536.4    (feet)  VERTCON   
 FD0509  ___________________________________________________________________
 FD0509  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0509
 FD0509  VERT ORDER  -  ? (See Below)
 FD0509
 FD0509.The horizontal coordinates were scaled from a topographic map and have
 FD0509.an estimated accuracy of +/- 6 seconds.
 FD0509
 FD0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0509.The vertical order pertains to the NGVD 29 superseded value.
 FD0509
 FD0509.The geoid height was determined by GEOID03.
 FD0509
 FD0509;                    North         East    Units  Estimated Accuracy
 FD0509;SPC TN       -   182,580.      552,850.      MT  (+/- 180 meters Scaled)
 FD0509
 FD0509                          SUPERSEDED SURVEY CONTROL
 FD0509
 FD0509  NGVD 29 (??/??/92)  163.534  (m)          536.53   (f) ADJ UNCH    ?  
 FD0509
 FD0509.Superseded values are not recommended for survey control.
 FD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0509.See file dsdata.txt to determine how the superseded data were derived.
 FD0509
 FD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE430815(NAD 83)
 FD0509_MARKER: B = BOLT
 FD0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0509_SP_SET: BRIDGE
 FD0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0509
 FD0509  HISTORY     - Date     Condition        Report By
 FD0509  HISTORY     - UNK      MONUMENTED       NCRR
 FD0509  HISTORY     - 1949     GOOD             NGS
 FD0509
 FD0509                          STATION DESCRIPTION
 FD0509
 FD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0509'1.2 MI SE FROM SMYRNA.
 FD0509'1.25 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0509'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THE TOP OF THE BOLT
 FD0509'HEAD AT THE NORTHWEST END OF THE NORTHEAST RAILING OF RAILWAY
 FD0509'BRIDGE NO. 21.3 OVER STEWART CREEK, 3 1/2 FEET NORTHEAST OF THE
 FD0509'NORTHEAST RAIL AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1345 ***********************************************************************
 GC1345  DESIGNATION -  22 29 37
 GC1345  PID         -  GC1345
 GC1345  STATE/COUNTY-  TN/DICKSON
 GC1345  USGS QUAD   -  BURNS (1986)
 GC1345
 GC1345                         *CURRENT SURVEY CONTROL
 GC1345  ___________________________________________________________________
 GC1345* NAD 83(1986)-  36 04 43.     (N)    087 16 05.     (W)     SCALED    
 GC1345* NAVD 88     -       248.665  (meters)     815.83   (feet)  ADJUSTED  
 GC1345  ___________________________________________________________________
 GC1345  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1345  DYNAMIC HT  -         248.448 (meters)     815.12  (feet)  COMP
 GC1345  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 GC1345
 GC1345  VERT ORDER  -  FIRST     CLASS II
 GC1345
 GC1345.The horizontal coordinates were scaled from a topographic map and have
 GC1345.an estimated accuracy of +/- 6 seconds.
 GC1345
 GC1345.The orthometric height was determined by differential leveling
 GC1345.and adjusted by the National Geodetic Survey in June 1991..
 GC1345
 GC1345.The geoid height was determined by GEOID03.
 GC1345
 GC1345.The dynamic height is computed by dividing the NAVD 88
 GC1345.geopotential number by the normal gravity value computed on the
 GC1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1345.degrees latitude (g = 980.6199 gals.).
 GC1345
 GC1345.The modeled gravity was interpolated from observed gravity values.
 GC1345
 GC1345;                    North         East    Units  Estimated Accuracy
 GC1345;SPC TN       -   194,380.      485,790.      MT  (+/- 180 meters Scaled)
 GC1345
 GC1345                          SUPERSEDED SURVEY CONTROL
 GC1345
 GC1345  NGVD 29 (??/??/92)  248.662  (m)          815.82   (f) ADJ UNCH    1 2
 GC1345
 GC1345.Superseded values are not recommended for survey control.
 GC1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1345.See file dsdata.txt to determine how the superseded data were derived.
 GC1345
 GC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE758927(NAD 83)
 GC1345_MARKER: DD = SURVEY DISK
 GC1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1345_STAMPING: 22 29 37
 GC1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1345+STABILITY: SURFACE MOTION
 GC1345
 GC1345  HISTORY     - Date     Condition        Report By
 GC1345  HISTORY     - UNK      MONUMENTED       TNDG
 GC1345  HISTORY     - 1948     GOOD             NGS
 GC1345
 GC1345                          STATION DESCRIPTION
 GC1345
 GC1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1345'3.4 MI E FROM BURNS.
 GC1345'ABOUT 3.25 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC1345'ST. LOUIS RAILWAY FROM THE STATION AT BURNS, THENCE ABOUT 0.2
 GC1345'MILE NORTH ALONG THE SOUTH ENTRANCE ROAD TO MONTGOMERY BELL
 GC1345'STATE PARK, IN THE PARK NEAR A GROUP OF BROWN FRAME BUILDINGS,
 GC1345'IN SERVICE AREA AND AT THE JUNCTION OF A ROAD LEADING
 GC1345'SOUTHWEST TO LADD SPRINGS FIRE TOWER, 21 FEET SOUTHWEST OF THE
 GC1345'CENTER LINE OF THE MAIN PARK ROAD, 25 FEET SOUTHEAST OF THE
 GC1345'CENTER LINE OF THE LADD SPRINGS TOWER ROAD, 61 FEET NORTHEAST
 GC1345'OF THE NORTH CORNER OF A STORAGE BUILDING, 1.0 FOOT EAST OF A
 GC1345'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 GC1345'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1338 ***********************************************************************
 GC1338  DESIGNATION -  22 30 1
 GC1338  PID         -  GC1338
 GC1338  STATE/COUNTY-  TN/DICKSON
 GC1338  USGS QUAD   -  WHITE BLUFF (1983)
 GC1338
 GC1338                         *CURRENT SURVEY CONTROL
 GC1338  ___________________________________________________________________
 GC1338* NAD 83(1986)-  36 06 15.     (N)    087 12 53.     (W)     SCALED    
 GC1338* NAVD 88     -       250.494  (meters)     821.83   (feet)  ADJUSTED  
 GC1338  ___________________________________________________________________
 GC1338  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1338  DYNAMIC HT  -         250.277 (meters)     821.12  (feet)  COMP
 GC1338  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GC1338
 GC1338  VERT ORDER  -  FIRST     CLASS II
 GC1338
 GC1338.The horizontal coordinates were scaled from a topographic map and have
 GC1338.an estimated accuracy of +/- 6 seconds.
 GC1338
 GC1338.The orthometric height was determined by differential leveling
 GC1338.and adjusted by the National Geodetic Survey in June 1991..
 GC1338
 GC1338.The geoid height was determined by GEOID03.
 GC1338
 GC1338.The dynamic height is computed by dividing the NAVD 88
 GC1338.geopotential number by the normal gravity value computed on the
 GC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1338.degrees latitude (g = 980.6199 gals.).
 GC1338
 GC1338.The modeled gravity was interpolated from observed gravity values.
 GC1338
 GC1338;                    North         East    Units  Estimated Accuracy
 GC1338;SPC TN       -   197,150.      490,630.      MT  (+/- 180 meters Scaled)
 GC1338
 GC1338                          SUPERSEDED SURVEY CONTROL
 GC1338
 GC1338  NGVD 29 (??/??/92)  250.493  (m)          821.83   (f) ADJ UNCH    1 2
 GC1338
 GC1338.Superseded values are not recommended for survey control.
 GC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1338.See file dsdata.txt to determine how the superseded data were derived.
 GC1338
 GC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE806955(NAD 83)
 GC1338_MARKER: DB = BENCH MARK DISK
 GC1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1338_STAMPING: 22 30 1
 GC1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1338+STABILITY: SURFACE MOTION
 GC1338
 GC1338  HISTORY     - Date     Condition        Report By
 GC1338  HISTORY     - UNK      MONUMENTED       CGS
 GC1338  HISTORY     - 1949     GOOD             NGS
 GC1338
 GC1338                          STATION DESCRIPTION
 GC1338
 GC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1338'0.2 MI E FROM WHITE BLUFF.
 GC1338'0.25 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1338'RAILWAY FROM THE STATION AT WHITE BLUFF, DICKSON COUNTY, OPPOSITE
 GC1338'A POINT MIDWAY BETWEEN POLES 29 + 35 AND 29 + 36, AT THE EAST
 GC1338'CITY LIMITS OF WHITE BLUFF, 111 FEET SOUTHEAST OF THE CENTER OF
 GC1338'A ROAD CROSSING, 64 FEET SOUTHEAST OF THE 1ST TELEPHONE POLE
 GC1338'EAST OF THE ROAD CROSSING, 93.5 FEET SOUTH OF THE SOUTH RAIL OF
 GC1338'THE MAIN TRACK, 20 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 GC1338'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 GC1338'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GC1338'INCHES.  A TENNESSEE DIVISION OF GEOLOGY DISK, STAMPED 22 30 1.
 GC1338'NOTE-- THIS BENCH MARK WAS ORIGINALLY STAMPED 22 30 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7709 ***********************************************************************
 DG7709  CBN         -  This is a Cooperative Base Network Control Station.
 DG7709  DESIGNATION -  22 MBSP 1
 DG7709  PID         -  DG7709
 DG7709  STATE/COUNTY-  TN/DICKSON
 DG7709  USGS QUAD   -  BURNS (1986)
 DG7709
 DG7709                         *CURRENT SURVEY CONTROL
 DG7709  ___________________________________________________________________
 DG7709* NAD 83(1995)-  36 06 48.22182(N)    087 16 03.20876(W)     ADJUSTED  
 DG7709* NAVD 88     -       245.6    (meters)     806.     (feet)  GPS OBS   
 DG7709  ___________________________________________________________________
 DG7709  X           -     245,928.972 (meters)                     COMP
 DG7709  Y           -  -5,152,902.822 (meters)                     COMP
 DG7709  Z           -   3,738,491.408 (meters)                     COMP
 DG7709  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG7709  ELLIP HEIGHT-         216.76  (meters)          (08/03/04) GPS OBS
 DG7709  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG7709
 DG7709  HORZ ORDER  -  A
 DG7709  ELLP ORDER  -  FOURTH    CLASS I
 DG7709
 DG7709.The horizontal coordinates were established by GPS observations
 DG7709.and adjusted by the National Geodetic Survey in August 2004..
 DG7709
 DG7709.The orthometric height was determined by GPS observations and a
 DG7709.high-resolution geoid model.
 DG7709
 DG7709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7709
 DG7709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7709
 DG7709.The ellipsoidal height was determined by GPS observations
 DG7709.and is referenced to NAD 83.
 DG7709
 DG7709.The geoid height was determined by GEOID03.
 DG7709
 DG7709;                    North         East     Units Scale Factor Converg.
 DG7709;SPC TN       -   198,236.211   485,883.863   MT  0.99996025   -0 44 31.5
 DG7709;SPC TN       -   650,379.97  1,594,103.97   sFT  0.99996025   -0 44 31.5
 DG7709;UTM  16      - 3,996,558.867   475,920.177   MT  0.99960714   -0 09 27.7
 DG7709
 DG7709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7709!SPC TN       -   0.99996598  x   0.99996025  =   0.99992623
 DG7709!UTM  16      -   0.99996598  x   0.99960714  =   0.99957313
 DG7709
 DG7709                          SUPERSEDED SURVEY CONTROL
 DG7709
 DG7709.No superseded survey control is available for this station.
 DG7709
 DG7709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7592096559(NAD 83)
 DG7709_MARKER: DD = SURVEY DISK
 DG7709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7709_STAMPING: 22 MBSP 1 2000
 DG7709_MARK LOGO: TNDT  
 DG7709_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7709+STABILITY: SURFACE MOTION
 DG7709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7709+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7709
 DG7709  HISTORY     - Date     Condition        Report By
 DG7709  HISTORY     - 2000     MONUMENTED       TNDT
 DG7709  HISTORY     - 20031010 GOOD             TNDT
 DG7709
 DG7709                          STATION DESCRIPTION
 DG7709
 DG7709'DESCRIBED BY TN DEPT OF TRANSP 2003 (TWB)
 DG7709'THE STATION IS LOCATED IN DICKSON, TN AT MONTGOMERY BELL STATE PARK
 DG7709'ABOUT 6 MILES EAST OF DICKSON, ABOUT 4,5 NORTHEAST OF BURNS, AND ABOUT
 DG7709'1 MILE WEST OF WHITE BLUFF.
 DG7709' 
 DG7709'TO REACH FROM THE INTERSECTION OF US HWY 70 AND STATE ROUTE 47 IN
 DG7709'WHITE BLUFF, GO WESTERLY ON US 70 FOR 0.8 MILES TO JONES CREEK ROAD ON
 DG7709'THE RIGHT.  TURN RIGHT AND GO NORTWESTERLY ON JONES CREEK ROAD FOR 1.0
 DG7709'MILE TO BILL DUKE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 DG7709'BILL DUKE ROAD FOR 550 FEET TO THE STATION ON THE RIGHT.
 DG7709' 
 DG7709'THE STATION IS STANDARD TNDOT ALUMINUM DISK AFFIXED ATOP A 5 FOOT .620
 DG7709'INCH DIAMETER REBAR SET FLUSH IN THE TOP OF A 12INCH SQUARE CONCRETE
 DG7709'MONUMENT SET FLUSH WITH THE GROUND.  THE MARK IS 150 FEET SOUTH
 DG7709'SOUTHWEST OF A TELEPHONE POLE (NUMBER 22), AND ACROSS THE ROAD FROM A
 DG7709'6 INCH CEDAR TREE IN A FENCE ROW, AND 28 FEET EAST OF THE CENTER OF
 DG7709'BILL DUKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1118 ***********************************************************************
 FB1118  DESIGNATION -  222
 FB1118  PID         -  FB1118
 FB1118  STATE/COUNTY-  TN/GREENE
 FB1118  USGS QUAD   -  HOT SPRINGS (1991)
 FB1118
 FB1118                         *CURRENT SURVEY CONTROL
 FB1118  ___________________________________________________________________
 FB1118* NAD 83(1986)-  35 59 14.     (N)    082 51 32.     (W)     SCALED    
 FB1118* NAVD 88     -       469.10   (+/-2cm)    1539.0    (feet)  VERTCON   
 FB1118  ___________________________________________________________________
 FB1118  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1118
 FB1118  VERT ORDER  -  ? (See Below)
 FB1118
 FB1118.The horizontal coordinates were scaled from a topographic map and have
 FB1118.an estimated accuracy of +/- 6 seconds.
 FB1118
 FB1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1118.The vertical order pertains to the NGVD 29 superseded value.
 FB1118
 FB1118.The geoid height was determined by GEOID03.
 FB1118
 FB1118;                    North         East    Units  Estimated Accuracy
 FB1118;SPC TN       -   188,040.      883,200.      MT  (+/- 180 meters Scaled)
 FB1118
 FB1118                          SUPERSEDED SURVEY CONTROL
 FB1118
 FB1118  NGVD 29 (??/??/92)  469.218  (m)         1539.43   (f) ADJ UNCH    ?  
 FB1118
 FB1118.Superseded values are not recommended for survey control.
 FB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1118.See file dsdata.txt to determine how the superseded data were derived.
 FB1118
 FB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV324841(NAD 83)
 FB1118_MARKER: DD = SURVEY DISK
 FB1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1118_SP_SET: BRIDGE
 FB1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1118
 FB1118  HISTORY     - Date     Condition        Report By
 FB1118  HISTORY     - UNK      MONUMENTED       USDA
 FB1118  HISTORY     - 1955     GOOD             NGS
 FB1118
 FB1118                          STATION DESCRIPTION
 FB1118
 FB1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1118'11.9 MI NE FROM WOLF CREEK.
 FB1118'IN GREENE COUNTY, 11.9 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 FB1118'FROM WOLF CREEK, COCKE COUNTY, 300 FEET SOUTHWEST OF A TWO-STORY
 FB1118'HOUSE, 180 FEET NORTHWEST OF A TOBACCO BARN, 110 FEET NORTHEAST
 FB1118'OF A FENCE CORNER, ON THE LEFT BANK OF COVE CREEK, 60 FEET SOUTHWEST
 FB1118'OF AN OLD ROAD, 31.7 FEET SOUTHEAST OF A 6-INCH WALNUT TREE, 29.3
 FB1118'FEET NORTH OF A 10-INCH SYCAMORE TREE, AT THE NEW (1938) CONCRETE
 FB1118'BRIDGE OVER COVE CREEK, IN THE TOP OF THE SOUTHWEST ABUTMENT, AND
 FB1118'6 FEET SOUTHEAST OF THE ROAD.  A UNITED STATES DEPARTMENT OF
 FB1118'AGRICULTURE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2568 ***********************************************************************
 AJ2568  DESIGNATION -  23
 AJ2568  PID         -  AJ2568
 AJ2568  STATE/COUNTY-  TN/SHELBY
 AJ2568  USGS QUAD   -  BRUNSWICK (1993)
 AJ2568
 AJ2568                         *CURRENT SURVEY CONTROL
 AJ2568  ___________________________________________________________________
 AJ2568* NAD 83(1995)-  35 19 52.77232(N)    089 47 57.06972(W)     ADJUSTED  
 AJ2568* NAVD 88     -        90.6    (meters)     297.     (feet)  GPS OBS   
 AJ2568  ___________________________________________________________________
 AJ2568  X           -      18,257.883 (meters)                     COMP
 AJ2568  Y           -  -5,209,275.794 (meters)                     COMP
 AJ2568  Z           -   3,667,953.187 (meters)                     COMP
 AJ2568  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AJ2568  ELLIP HEIGHT-          63.35  (meters)          (04/26/01) GPS OBS
 AJ2568  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2568
 AJ2568  HORZ ORDER  -  FIRST
 AJ2568  ELLP ORDER  -  FOURTH    CLASS I
 AJ2568
 AJ2568.The horizontal coordinates were established by GPS observations
 AJ2568.and adjusted by the National Geodetic Survey in April 2001..
 AJ2568
 AJ2568.The orthometric height was determined by GPS observations and a
 AJ2568.high-resolution geoid model.
 AJ2568
 AJ2568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2568
 AJ2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2568
 AJ2568.The ellipsoidal height was determined by GPS observations
 AJ2568.and is referenced to NAD 83.
 AJ2568
 AJ2568.The geoid height was determined by GEOID03.
 AJ2568
 AJ2568;                    North         East     Units Scale Factor Converg.
 AJ2568;SPC TN       -   117,430.758   254,674.417   MT  0.99998664   -2 13 27.1
 AJ2568;SPC TN       -   385,270.75    835,544.32   sFT  0.99998664   -2 13 27.1
 AJ2568;UTM  16      - 3,913,382.721   245,569.735   MT  1.00039785   -1 37 10.7
 AJ2568
 AJ2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2568!SPC TN       -   0.99999006  x   0.99998664  =   0.99997670
 AJ2568!UTM  16      -   0.99999006  x   1.00039785  =   1.00038790
 AJ2568
 AJ2568                          SUPERSEDED SURVEY CONTROL
 AJ2568
 AJ2568.No superseded survey control is available for this station.
 AJ2568
 AJ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4557013383(NAD 83)
 AJ2568_MARKER: DD = SURVEY DISK
 AJ2568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2568+WITH SETTING: INFORMATION.
 AJ2568_STAMPING: 023
 AJ2568_MARK LOGO: MLGW  
 AJ2568_PROJECTION: FLUSH
 AJ2568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2568+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2568_ROD/PIPE-DEPTH:  0.8 meters
 AJ2568
 AJ2568  HISTORY     - Date     Condition        Report By
 AJ2568  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2568
 AJ2568                          STATION DESCRIPTION
 AJ2568
 AJ2568'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2568'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2568'MILE (1.61 KM) EAST OF MILLINGTON TENNESSEE IN THE BOLTON COMMUNITY.
 AJ2568'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY
 AJ2568'(HWY-14) AND MILLINGTON-ARLINGTON ROAD, PROCEED SOUTHWEST ON AUSTIN
 AJ2568'PEAY HIGHWAY APPROXIMATELY 1.00 MILES (1.61 KM) .  THE STATION IS ON
 AJ2568'THE LEFT.
 AJ2568'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2568'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2568'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.70 MILES (1.13 KM)
 AJ2568'NORTH OF CROOKED CREEK DRAINAGE CANAL (2ND BRIDGE NORTH OF HIGHWAY
 AJ2568'385) BRIDGE NO.  79-14-31.18, 861.00 FEET (262.43 M) SOUTH OF A WOOD
 AJ2568'POWER POLE NO.  53728, 529.00 FEET (161.24 M) SOUTHEAST OF A HIGHWAY
 AJ2568'MILE MARKER NO.  32, 95.00 FEET (28.96 M) EAST OF THE CENTERLINE OF
 AJ2568'AUSTIN PEAY HWY.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0927 ***********************************************************************
 GD0927  DESIGNATION -  23 11 5
 GD0927  PID         -  GD0927
 GD0927  STATE/COUNTY-  TN/DYER
 GD0927  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0927
 GD0927                         *CURRENT SURVEY CONTROL
 GD0927  ___________________________________________________________________
 GD0927* NAD 83(1986)-  36 00 22.     (N)    089 30 24.     (W)     SCALED    
 GD0927* NAVD 88     -        80.526  (meters)     264.19   (feet)  ADJUSTED  
 GD0927  ___________________________________________________________________
 GD0927  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0927  DYNAMIC HT  -          80.458 (meters)     263.97  (feet)  COMP
 GD0927  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GD0927
 GD0927  VERT ORDER  -  SECOND    CLASS 0
 GD0927
 GD0927.The horizontal coordinates were scaled from a topographic map and have
 GD0927.an estimated accuracy of +/- 6 seconds.
 GD0927
 GD0927.The orthometric height was determined by differential leveling
 GD0927.and adjusted by the National Geodetic Survey in June 1991..
 GD0927
 GD0927.The geoid height was determined by GEOID03.
 GD0927
 GD0927.The dynamic height is computed by dividing the NAVD 88
 GD0927.geopotential number by the normal gravity value computed on the
 GD0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0927.degrees latitude (g = 980.6199 gals.).
 GD0927
 GD0927.The modeled gravity was interpolated from observed gravity values.
 GD0927
 GD0927;                    North         East    Units  Estimated Accuracy
 GD0927;SPC TN       -   191,260.      283,930.      MT  (+/- 180 meters Scaled)
 GD0927
 GD0927                          SUPERSEDED SURVEY CONTROL
 GD0927
 GD0927  NGVD 29 (??/??/??)   80.458  (m)          263.97   (f) ADJUSTED    2 0
 GD0927
 GD0927.Superseded values are not recommended for survey control.
 GD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0927.See file dsdata.txt to determine how the superseded data were derived.
 GD0927
 GD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE740875(NAD 83)
 GD0927_MARKER: DD = SURVEY DISK
 GD0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0927_STAMPING: 23-11-5
 GD0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0927+STABILITY: SURFACE MOTION
 GD0927
 GD0927  HISTORY     - Date     Condition        Report By
 GD0927  HISTORY     - UNK      MONUMENTED       TNDG
 GD0927  HISTORY     - 1943     GOOD             CGS
 GD0927  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0927
 GD0927                          STATION DESCRIPTION
 GD0927
 GD0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0927'3.4 MI SW FROM FINLEY.
 GD0927'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0927'FINLEY, THENCE 2.2 MILES SOUTH ALONG A PAVED ROAD, 0.2 MILE SOUTH
 GD0927'OF A SCHOOL BUILDING ON THE WEST SIDE OF THE ROAD, 117 FEET
 GD0927'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ANDERSON AND SONS
 GD0927'STORE, IN 1943, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD
 GD0927'AT A CURVE TO THE WEST, 24 FEET WEST OF THE SOUTHWEST CORNER OF
 GD0927'A FRAME HOUSE, 20.5 FEET SOUTH OF A POWERLINE POLE, AND LEVEL
 GD0927'WITH THE ROAD.  A TENNESSEE DIVISION OF GEOLOGY STANDARD DISK,
 GD0927'STAMPED 23-11-5 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0927'0.8 FOOT ABOVE GROUND.
 GD0927
 GD0927                          STATION RECOVERY (2002)
 GD0927
 GD0927'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0927'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1528 ***********************************************************************
 FE1528  DESIGNATION -  23 12 12
 FE1528  PID         -  FE1528
 FE1528  STATE/COUNTY-  TN/DYER
 FE1528  USGS QUAD   -  CHIC (1983)
 FE1528
 FE1528                         *CURRENT SURVEY CONTROL
 FE1528  ___________________________________________________________________
 FE1528* NAD 83(1986)-  35 56 42.     (N)    089 38 40.     (W)     SCALED    
 FE1528* NAVD 88     -        79.827  (meters)     261.90   (feet)  ADJUSTED  
 FE1528  ___________________________________________________________________
 FE1528  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1528  DYNAMIC HT  -          79.760 (meters)     261.68  (feet)  COMP
 FE1528  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FE1528
 FE1528  VERT ORDER  -  FIRST     CLASS II
 FE1528
 FE1528.The horizontal coordinates were scaled from a topographic map and have
 FE1528.an estimated accuracy of +/- 6 seconds.
 FE1528
 FE1528.The orthometric height was determined by differential leveling
 FE1528.and adjusted by the National Geodetic Survey in June 1991..
 FE1528
 FE1528.The geoid height was determined by GEOID03.
 FE1528
 FE1528.The dynamic height is computed by dividing the NAVD 88
 FE1528.geopotential number by the normal gravity value computed on the
 FE1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1528.degrees latitude (g = 980.6199 gals.).
 FE1528
 FE1528.The modeled gravity was interpolated from observed gravity values.
 FE1528
 FE1528;                    North         East    Units  Estimated Accuracy
 FE1528;SPC TN       -   184,930.      271,270.      MT  (+/- 180 meters Scaled)
 FE1528
 FE1528                          SUPERSEDED SURVEY CONTROL
 FE1528
 FE1528  NGVD 29 (??/??/??)   79.770  (m)          261.71   (f) ADJUSTED    1 2
 FE1528
 FE1528.Superseded values are not recommended for survey control.
 FE1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1528.See file dsdata.txt to determine how the superseded data were derived.
 FE1528
 FE1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE614810(NAD 83)
 FE1528_MARKER: DD = SURVEY DISK
 FE1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1528_STAMPING: 23-12-12
 FE1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1528+STABILITY: SURFACE MOTION
 FE1528
 FE1528  HISTORY     - Date     Condition        Report By
 FE1528  HISTORY     - UNK      MONUMENTED       TNDG
 FE1528  HISTORY     - 1957     GOOD             CGS
 FE1528  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1528
 FE1528                          STATION DESCRIPTION
 FE1528
 FE1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1528'1.8 MI SE FROM CHIC.
 FE1528'1.8 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE
 FE1528'CONCRETE BLOCK SCHOOL BUILDING AT CHIC, ABOUT 0.65 MILE SOUTHEAST
 FE1528'OF HOLLINESS CHURCH AT CHIC, ABOUT 0.2 MILE SOUTHEAST OF JUNCTION
 FE1528'OF A GRAVEL ROAD LEADING NORTHEAST, 3 3/4 FEET NORTHEAST OF
 FE1528'NORTHEAST EDGE OF PAVEMENT, 192 FEET SOUTHEAST OF TELEPHONE POLE
 FE1528'NO. 222, 51 FEET SOUTHWEST OF CENTER OF TRIANGULAR BLAZE ON A
 FE1528'50-INCH PECAN TREE WHICH IS LOCATED IN A FENCE LINE, 1 FOOT
 FE1528'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE1528'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 FE1528
 FE1528                          STATION RECOVERY (2002)
 FE1528
 FE1528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1528'SUSPECTED DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1530 ***********************************************************************
 FE1530  DESIGNATION -  23 12 15
 FE1530  PID         -  FE1530
 FE1530  STATE/COUNTY-  TN/DYER
 FE1530  USGS QUAD   -  CHIC (1983)
 FE1530
 FE1530                         *CURRENT SURVEY CONTROL
 FE1530  ___________________________________________________________________
 FE1530* NAD 83(1986)-  35 56 00.     (N)    089 38 09.     (W)     SCALED    
 FE1530* NAVD 88     -        79.785  (meters)     261.76   (feet)  ADJUSTED  
 FE1530  ___________________________________________________________________
 FE1530  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1530  DYNAMIC HT  -          79.718 (meters)     261.54  (feet)  COMP
 FE1530  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 FE1530
 FE1530  VERT ORDER  -  FIRST     CLASS II
 FE1530
 FE1530.The horizontal coordinates were scaled from a topographic map and have
 FE1530.an estimated accuracy of +/- 6 seconds.
 FE1530
 FE1530.The orthometric height was determined by differential leveling
 FE1530.and adjusted by the National Geodetic Survey in June 1991..
 FE1530
 FE1530.The geoid height was determined by GEOID03.
 FE1530
 FE1530.The dynamic height is computed by dividing the NAVD 88
 FE1530.geopotential number by the normal gravity value computed on the
 FE1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1530.degrees latitude (g = 980.6199 gals.).
 FE1530
 FE1530.The modeled gravity was interpolated from observed gravity values.
 FE1530
 FE1530;                    North         East    Units  Estimated Accuracy
 FE1530;SPC TN       -   183,610.      272,000.      MT  (+/- 180 meters Scaled)
 FE1530
 FE1530                          SUPERSEDED SURVEY CONTROL
 FE1530
 FE1530  NGVD 29 (??/??/??)   79.729  (m)          261.58   (f) ADJUSTED    1 2
 FE1530
 FE1530.Superseded values are not recommended for survey control.
 FE1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1530.See file dsdata.txt to determine how the superseded data were derived.
 FE1530
 FE1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE622797(NAD 83)
 FE1530_MARKER: DD = SURVEY DISK
 FE1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1530_STAMPING: 23-12-15
 FE1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1530+STABILITY: SURFACE MOTION
 FE1530
 FE1530  HISTORY     - Date     Condition        Report By
 FE1530  HISTORY     - UNK      MONUMENTED       TNDG
 FE1530  HISTORY     - 1957     GOOD             CGS
 FE1530  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1530
 FE1530                          STATION DESCRIPTION
 FE1530
 FE1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1530'2.8 MI SE FROM CHIC.
 FE1530'2.75 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE
 FE1530'CONCRETE BLOCK SCHOOL BUILDING AT CHIC, 28 FEET EAST OF EAST
 FE1530'EDGE OF PAVEMENT, 318 FEET NORTH OF SOUTH END OF CONCRETE
 FE1530'PAVEMENT,  60 FEET SOUTHWEST OF POWER LINE TRANSFORMER POLE NO.
 FE1530'E 426, 41 FEET NORTH OF TELEPHONE POLE NO. 234, 242 FEET
 FE1530'NORTHWEST OF NORTHWEST CORNER OF A TWO-STORY RED FRAME HOUSE, 1
 FE1530'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 FE1530'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1530'12 INCHES.
 FE1530
 FE1530                          STATION RECOVERY (2002)
 FE1530
 FE1530'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1530'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1531 ***********************************************************************
 FE1531  DESIGNATION -  23 12 16
 FE1531  PID         -  FE1531
 FE1531  STATE/COUNTY-  TN/DYER
 FE1531  USGS QUAD   -  CHIC (1983)
 FE1531
 FE1531                         *CURRENT SURVEY CONTROL
 FE1531  ___________________________________________________________________
 FE1531* NAD 83(1986)-  35 55 48.     (N)    089 38 04.     (W)     SCALED    
 FE1531* NAVD 88     -        79.135  (meters)     259.63   (feet)  ADJUSTED  
 FE1531  ___________________________________________________________________
 FE1531  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1531  DYNAMIC HT  -          79.068 (meters)     259.41  (feet)  COMP
 FE1531  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 FE1531
 FE1531  VERT ORDER  -  FIRST     CLASS II
 FE1531
 FE1531.The horizontal coordinates were scaled from a topographic map and have
 FE1531.an estimated accuracy of +/- 6 seconds.
 FE1531
 FE1531.The orthometric height was determined by differential leveling
 FE1531.and adjusted by the National Geodetic Survey in June 1991..
 FE1531
 FE1531.The geoid height was determined by GEOID03.
 FE1531
 FE1531.The dynamic height is computed by dividing the NAVD 88
 FE1531.geopotential number by the normal gravity value computed on the
 FE1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1531.degrees latitude (g = 980.6199 gals.).
 FE1531
 FE1531.The modeled gravity was interpolated from observed gravity values.
 FE1531
 FE1531;                    North         East    Units  Estimated Accuracy
 FE1531;SPC TN       -   183,240.      272,110.      MT  (+/- 180 meters Scaled)
 FE1531
 FE1531                          SUPERSEDED SURVEY CONTROL
 FE1531
 FE1531  NGVD 29 (??/??/??)   79.079  (m)          259.44   (f) ADJUSTED    1 2
 FE1531
 FE1531.Superseded values are not recommended for survey control.
 FE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1531.See file dsdata.txt to determine how the superseded data were derived.
 FE1531
 FE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE623793(NAD 83)
 FE1531_MARKER: DD = SURVEY DISK
 FE1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1531_STAMPING: 23-12-16
 FE1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1531+STABILITY: SURFACE MOTION
 FE1531
 FE1531  HISTORY     - Date     Condition        Report By
 FE1531  HISTORY     - UNK      MONUMENTED       TNDG
 FE1531  HISTORY     - 1957     GOOD             CGS
 FE1531  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1531
 FE1531                          STATION DESCRIPTION
 FE1531
 FE1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1531'3 MI SE FROM CHIC.
 FE1531'2.8 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE CONCRETE
 FE1531'BLOCK SCHOOL BUILDING AT CHIC, THENCE ABOUT 0.2 MILE SOUTH
 FE1531'ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTH OF RIGHT BANK OF OBION
 FE1531'RIVER, 42 FEET EAST OF CENTER LINE OF ROAD, 95 FEET WEST OF A
 FE1531'LONE 26-INCH PECAN TREE, 98 FEET NORTH OF SOUTHWEST CORNER OF A
 FE1531'CULTIVATED FIELD, 82 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER
 FE1531'LINE POLE, 107 FEET NORTH-NORTHEAST OF CENTER OF ROAD AT CROSSING
 FE1531'OF POWER LINE, 24 FEET EAST OF A FENCE LINE, ABOUT 1 FOOT ABOVE
 FE1531'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1531'4 INCHES.  NOTE-- MARK IS SOLID, HOWEVER, THE NORTHEAST SIDE OF
 FE1531'DISK IS HIGH POINT.
 FE1531
 FE1531                          STATION RECOVERY (2002)
 FE1531
 FE1531'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2449 ***********************************************************************
 FE2449  DESIGNATION -  23 14 15
 FE2449  PID         -  FE2449
 FE2449  STATE/COUNTY-  TN/DYER
 FE2449  USGS QUAD   -  BONICORD (1983)
 FE2449
 FE2449                         *CURRENT SURVEY CONTROL
 FE2449  ___________________________________________________________________
 FE2449* NAD 83(1995)-  35 57 59.76546(N)    089 20 17.45077(W)     ADJUSTED  
 FE2449* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 FE2449  ___________________________________________________________________
 FE2449  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FE2449  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2449
 FE2449  HORZ ORDER  -  SECOND
 FE2449
 FE2449.The horizontal coordinates were established by classical geodetic methods
 FE2449.and adjusted by the National Geodetic Survey in April 1999..
 FE2449
 FE2449.The orthometric height was scaled from a topographic map.
 FE2449
 FE2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2449
 FE2449.The geoid height was determined by GEOID03.
 FE2449
 FE2449;                    North         East     Units Scale Factor Converg.
 FE2449;SPC TN       -   186,344.299   298,963.567   MT  0.99995107   -1 57 15.5
 FE2449;SPC TN       -   611,364.59    980,849.64   sFT  0.99995107   -1 57 15.5
 FE2449;UTM  16      - 3,982,771.593   289,158.198   MT  1.00014779   -1 22 25.5
 FE2449
 FE2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2449!SPC TN       -   0.99998761  x   0.99995107  =   0.99993868
 FE2449!UTM  16      -   0.99998761  x   1.00014779  =   1.00013540
 FE2449
 FE2449                          SUPERSEDED SURVEY CONTROL
 FE2449
 FE2449  NAD 83(1995)-  35 57 59.76956(N)    089 20 17.45232(W) AD(       ) 2
 FE2449  NAD 83(1986)-  35 57 59.77663(N)    089 20 17.45086(W) AD(       ) 2
 FE2449  NAD 27      -  35 57 59.51800(N)    089 20 17.19940(W) AD(       ) 2
 FE2449
 FE2449.Superseded values are not recommended for survey control.
 FE2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2449.See file dsdata.txt to determine how the superseded data were derived.
 FE2449
 FE2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8915882772(NAD 83)
 FE2449_MARKER: DS = TRIANGULATION STATION DISK
 FE2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2449+STABILITY: SURFACE MOTION
 FE2449
 FE2449  HISTORY     - Date     Condition        Report By
 FE2449  HISTORY     - 1959     MONUMENTED       TNDG
 FE2449
 FE2449                          STATION DESCRIPTION
 FE2449
 FE2449'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1959
 FE2449'THE STATION IS ABOUT 6 MILES SOUTHEAST OF DYERSBURG AND ABOUT 3 MILES
 FE2449'EAST OF FOUR POINTS, ON THE PROPERTY OF MISS INEZ GOLDEN.
 FE2449'
 FE2449'23-14-15 TENNESSEE DIV. OF GEOLOGY, IS A TENNESSEE DIVISION OF
 FE2449'GEOLOGY BENCH MARK STAMPED TENNESSEE DIV. OF GEOLOGY 23-14-15,
 FE2449'SET IN AN 8 INCH CONCRETE MONUMENT WHICH PROJECTS 14 INCHES.  IT IS
 FE2449'90 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, AND 34
 FE2449'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1106 ***********************************************************************
 GD1106  DESIGNATION -  23 8 7
 GD1106  PID         -  GD1106
 GD1106  STATE/COUNTY-  TN/DYER
 GD1106  USGS QUAD   -  DYERSBURG (1983)
 GD1106
 GD1106                         *CURRENT SURVEY CONTROL
 GD1106  ___________________________________________________________________
 GD1106* NAD 83(1995)-  36 05 56.56348(N)    089 25 12.22240(W)     ADJUSTED  
 GD1106* NAVD 88     -       124.394  (meters)     408.12   (feet)  ADJUSTED  
 GD1106  ___________________________________________________________________
 GD1106  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1106  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1106  DYNAMIC HT  -         124.289 (meters)     407.77  (feet)  COMP
 GD1106  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1106
 GD1106  HORZ ORDER  -  SECOND
 GD1106  VERT ORDER  -  FIRST     CLASS I
 GD1106
 GD1106.The horizontal coordinates were established by classical geodetic methods
 GD1106.and adjusted by the National Geodetic Survey in April 1999..
 GD1106
 GD1106.The orthometric height was determined by differential leveling
 GD1106.and adjusted by the National Geodetic Survey in June 1991..
 GD1106
 GD1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1106
 GD1106.The geoid height was determined by GEOID03.
 GD1106
 GD1106.The dynamic height is computed by dividing the NAVD 88
 GD1106.geopotential number by the normal gravity value computed on the
 GD1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1106.degrees latitude (g = 980.6199 gals.).
 GD1106
 GD1106.The modeled gravity was interpolated from observed gravity values.
 GD1106
 GD1106;                    North         East     Units Scale Factor Converg.
 GD1106;SPC TN       -   201,285.532   292,095.956   MT  0.99995906   -2 00 08.1
 GD1106;SPC TN       -   660,384.28    958,318.15   sFT  0.99995906   -2 00 08.1
 GD1106;UTM  16      - 3,997,645.907   282,138.672   MT  1.00018486   -1 25 35.1
 GD1106
 GD1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1106!SPC TN       -   0.99998491  x   0.99995906  =   0.99994397
 GD1106!UTM  16      -   0.99998491  x   1.00018486  =   1.00016977
 GD1106
 GD1106                          SUPERSEDED SURVEY CONTROL
 GD1106
 GD1106  NAD 83(1995)-  36 05 56.56695(N)    089 25 12.22304(W) AD(       ) 2
 GD1106  NAD 83(1995)-  36 05 56.56690(N)    089 25 12.22298(W) AD(       ) 2
 GD1106  NAD 83(1986)-  36 05 56.57487(N)    089 25 12.22227(W) AD(       ) 2
 GD1106  NAD 27      -  36 05 56.31950(N)    089 25 11.95890(W) AD(       ) 2
 GD1106  NGVD 29 (??/??/??)  124.321  (m)          407.88   (f) ADJUSTED    1 1
 GD1106
 GD1106.Superseded values are not recommended for survey control.
 GD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1106.See file dsdata.txt to determine how the superseded data were derived.
 GD1106
 GD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8213997646(NAD 83)
 GD1106_MARKER: DD = SURVEY DISK
 GD1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1106_STAMPING: WPA 23/8/7
 GD1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1106+STABILITY: SURFACE MOTION
 GD1106
 GD1106  HISTORY     - Date     Condition        Report By
 GD1106  HISTORY     - 1959     MONUMENTED       TNDG
 GD1106  HISTORY     - 1967     GOOD             CGS
 GD1106  HISTORY     - 1974     GOOD             NGS
 GD1106  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1106
 GD1106                          STATION DESCRIPTION
 GD1106
 GD1106'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1959 (GWM)
 GD1106'23/8/7 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1106'78, 4 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHEAST OF A
 GD1106'TELEPHONE POLE.  IT IS A TENNESSEE DIVISION OF GEOLOGY DISK SET IN
 GD1106'THE TOP OF A 4-INCH, SQUARE, CONCRETE POST THAT PROJECTS ABOUT 3
 GD1106'INCHES AND THE DISK IS STAMPED WPA 23/8/7.
 GD1106
 GD1106                          STATION RECOVERY (1967)
 GD1106
 GD1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1106'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 GD1106'DESCRIPTION OF THE MARK IS GIVEN IN THE BODY OF THE DESCRIPTION FOR
 GD1106'TRIANGULATION STATION NAUVOO 1959.  SEE DESCRIPTION THEREOF.
 GD1106'
 GD1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1106'NORTHWEST OF DYERSBURG.
 GD1106
 GD1106                          STATION RECOVERY (1974)
 GD1106
 GD1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1106'3.20 MI NW FROM DYERSBURG.
 GD1106'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1106'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE MIDDLE OF A
 GD1106'FIELD ENTRANCE AT A PAVED ROAD LEADING EAST, 28.4 FEET NORTHEAST OF
 GD1106'THE CENTER LINE OF THE HIGHWAY, 4.2 FEET WEST OF A FENCE CORNER, 1.3
 GD1106'FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET ABOVE HIGHWAY AND IN THE
 GD1106'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 GD1106
 GD1106                          STATION RECOVERY (2002)
 GD1106
 GD1106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1106'NEW POLE AND PHONE RELAY BOX NOW IN SITE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0889 ***********************************************************************
 GD0889  DESIGNATION -  23 9 4
 GD0889  PID         -  GD0889
 GD0889  STATE/COUNTY-  TN/DYER
 GD0889  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0889
 GD0889                         *CURRENT SURVEY CONTROL
 GD0889  ___________________________________________________________________
 GD0889* NAD 83(1986)-  36 04 44.     (N)    089 38 32.     (W)     SCALED    
 GD0889* NAVD 88     -        82.291  (meters)     269.98   (feet)  ADJUSTED  
 GD0889  ___________________________________________________________________
 GD0889  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0889  DYNAMIC HT  -          82.223 (meters)     269.76  (feet)  COMP
 GD0889  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GD0889
 GD0889  VERT ORDER  -  FIRST     CLASS II
 GD0889
 GD0889.The horizontal coordinates were scaled from a topographic map and have
 GD0889.an estimated accuracy of +/- 6 seconds.
 GD0889
 GD0889.The orthometric height was determined by differential leveling
 GD0889.and adjusted by the National Geodetic Survey in June 1991..
 GD0889
 GD0889.The geoid height was determined by GEOID03.
 GD0889
 GD0889.The dynamic height is computed by dividing the NAVD 88
 GD0889.geopotential number by the normal gravity value computed on the
 GD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0889.degrees latitude (g = 980.6199 gals.).
 GD0889
 GD0889.The modeled gravity was interpolated from observed gravity values.
 GD0889
 GD0889;                    North         East    Units  Estimated Accuracy
 GD0889;SPC TN       -   199,770.      272,020.      MT  (+/- 180 meters Scaled)
 GD0889
 GD0889                          SUPERSEDED SURVEY CONTROL
 GD0889
 GD0889  NGVD 29 (??/??/??)   82.227  (m)          269.77   (f) ADJUSTED    1 2
 GD0889
 GD0889.Superseded values are not recommended for survey control.
 GD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0889.See file dsdata.txt to determine how the superseded data were derived.
 GD0889
 GD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620959(NAD 83)
 GD0889_MARKER: DD = SURVEY DISK
 GD0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0889_STAMPING: 23-9-4
 GD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0889+STABILITY: SURFACE MOTION
 GD0889
 GD0889  HISTORY     - Date     Condition        Report By
 GD0889  HISTORY     - UNK      MONUMENTED       TNDG
 GD0889  HISTORY     - 1957     GOOD             CGS
 GD0889  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0889
 GD0889                          STATION DESCRIPTION
 GD0889
 GD0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0889'3.4 MI NE FROM HELOISE.
 GD0889'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0889'LANDING AT HELOISE, THENCE ABOUT 1.35 MILES NORTH ALONG A GRAVEL
 GD0889'ROAD, AT BOOTHSPOINT POST OFFICE, 107 FEET EAST-SOUTHEAST OF
 GD0889'CENTER LINE OF ROAD, ABOUT 150 FEET NORTHWEST OF NORTHWEST
 GD0889'CORNER OF POST OFFICE, 38 FEET NORTHEAST OF CENTER LINE OF THE
 GD0889'NORTHEAST ONE OF TWO ROADS WHICH CROSS OLD LEVEE AND LEAD TO
 GD0889'POST OFFICE, 22 FEET EAST-SOUTHEAST OF CENTER OF LEVEE, 3 FEET
 GD0889'WEST OF A FENCE LINE, 24 FEET NORTH OF A FENCE CORNER, ABOUT 5
 GD0889'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0889'PROJECTING 4 INCHES.
 GD0889
 GD0889                          STATION RECOVERY (2002)
 GD0889
 GD0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0889'SUSPECTED DESTROYED OF COVERED WITH 5-6 FT OF DIRT DUE TO CONSTRUCTION
 GD0889'WORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0637 ***********************************************************************
 GA0637  DESIGNATION -  23 M 42
 GA0637  PID         -  GA0637
 GA0637  STATE/COUNTY-  TN/WASHINGTON
 GA0637  USGS QUAD   -  BOONE DAM (1968)
 GA0637
 GA0637                         *CURRENT SURVEY CONTROL
 GA0637  ___________________________________________________________________
 GA0637* NAD 83(1986)-  36 25 11.     (N)    082 28 21.     (W)     SCALED    
 GA0637* NAVD 88     -       464.623  (meters)    1524.35   (feet)  ADJUSTED  
 GA0637  ___________________________________________________________________
 GA0637  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0637  DYNAMIC HT  -         464.187 (meters)    1522.92  (feet)  COMP
 GA0637  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 GA0637
 GA0637  VERT ORDER  -  SECOND    CLASS 0
 GA0637
 GA0637.The horizontal coordinates were scaled from a topographic map and have
 GA0637.an estimated accuracy of +/- 6 seconds.
 GA0637
 GA0637.The orthometric height was determined by differential leveling
 GA0637.and adjusted by the National Geodetic Survey in June 1991..
 GA0637
 GA0637.The geoid height was determined by GEOID03.
 GA0637
 GA0637.The dynamic height is computed by dividing the NAVD 88
 GA0637.geopotential number by the normal gravity value computed on the
 GA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0637.degrees latitude (g = 980.6199 gals.).
 GA0637
 GA0637.The modeled gravity was interpolated from observed gravity values.
 GA0637
 GA0637;                    North         East    Units  Estimated Accuracy
 GA0637;SPC TN       -   237,190.      916,290.      MT  (+/- 180 meters Scaled)
 GA0637
 GA0637                          SUPERSEDED SURVEY CONTROL
 GA0637
 GA0637  NGVD 29 (??/??/92)  464.765  (m)         1524.82   (f) ADJ UNCH    2 0
 GA0637
 GA0637.Superseded values are not recommended for survey control.
 GA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0637.See file dsdata.txt to determine how the superseded data were derived.
 GA0637
 GA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679315(NAD 83)
 GA0637_MARKER: DD = SURVEY DISK
 GA0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0637_SP_SET: HEADWALL
 GA0637_STAMPING: 23 M 42
 GA0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0637
 GA0637  HISTORY     - Date     Condition        Report By
 GA0637  HISTORY     - UNK      MONUMENTED       USGS
 GA0637  HISTORY     - 1934     GOOD             NGS
 GA0637  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0637
 GA0637                          STATION DESCRIPTION
 GA0637
 GA0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0637'12.5 MI NW FROM JOHNSON CITY.
 GA0637'12.5 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0637'CITY, WASHINGTON COUNTY, 3-1/2 RAILS EAST OF THE STATION AT
 GA0637'GRAY, AT A HIGHWAY UNDERPASS, AND 3 FEET WEST OF THE EAST END OF
 GA0637'THE SOUTH CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 GA0637'STANDARD DISK, STAMPED 23 M 42.
 GA0637
 GA0637                          STATION RECOVERY (2001)
 GA0637
 GA0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0637'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1555 ***********************************************************************
 FD1555  DESIGNATION -  23 WM RESET
 FD1555  PID         -  FD1555
 FD1555  STATE/COUNTY-  TN/LAWRENCE
 FD1555  USGS QUAD   -  BONNERTOWN (1988)
 FD1555
 FD1555                         *CURRENT SURVEY CONTROL
 FD1555  ___________________________________________________________________
 FD1555* NAD 83(1995)-  35 00 21.49955(N)    087 17 56.33893(W)     ADJUSTED  
 FD1555* NAVD 88     -       258.4    (meters)     848.     (feet)  VERTCON   
 FD1555  ___________________________________________________________________
 FD1555  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FD1555  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FD1555
 FD1555  HORZ ORDER  -  SECOND
 FD1555
 FD1555.The horizontal coordinates were established by classical geodetic methods
 FD1555.and adjusted by the National Geodetic Survey in April 1999..
 FD1555
 FD1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1555
 FD1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1555
 FD1555.The geoid height was determined by GEOID03.
 FD1555
 FD1555;                    North         East     Units Scale Factor Converg.
 FD1555;SPC TN       -    75,417.641   481,424.146   MT  1.00005202   -0 45 37.7
 FD1555;SPC TN       -   247,432.71  1,579,472.39   sFT  1.00005202   -0 45 37.7
 FD1555;UTM  16      - 3,873,746.180   472,719.243   MT  0.99960917   -0 10 17.5
 FD1555
 FD1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1555!SPC TN       -   0.99996375  x   1.00005202  =   1.00001576
 FD1555!UTM  16      -   0.99996375  x   0.99960917  =   0.99957293
 FD1555
 FD1555                          SUPERSEDED SURVEY CONTROL
 FD1555
 FD1555  NAD 83(1995)-  35 00 21.49946(N)    087 17 56.33894(W) AD(       ) 2
 FD1555  NAD 83(1995)-  35 00 21.50859(N)    087 17 56.34362(W) AD(       ) 2
 FD1555  NAD 83(1986)-  35 00 21.51021(N)    087 17 56.34217(W) AD(       ) 2
 FD1555  NAD 27      -  35 00 21.21055(N)    087 17 56.27725(W) AD(       ) 2
 FD1555  NGVD 29 (07/19/86)  258.3    (m)          847.     (f) VERT ANG       
 FD1555
 FD1555.Superseded values are not recommended for survey control.
 FD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1555.See file dsdata.txt to determine how the superseded data were derived.
 FD1555
 FD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7271973746(NAD 83)
 FD1555_MARKER: DS = TRIANGULATION STATION DISK
 FD1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1555_STAMPING: 23 WM USGS 1935 1979
 FD1555_MARK LOGO: NGS   
 FD1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1555+STABILITY: SURFACE MOTION
 FD1555
 FD1555  HISTORY     - Date     Condition        Report By
 FD1555  HISTORY     - 1979     MONUMENTED       USGS
 FD1555
 FD1555                          STATION DESCRIPTION
 FD1555
 FD1555'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (JRS)
 FD1555'THE STATION IS LOCATED AT THE WEST EDGE OF THE PARKING LOT OF THE
 FD1555'UNITED METHODIST CHURCH IN BONNERTOWN.
 FD1555'
 FD1555'TO REACH THE STATION FROM THE ALABAMA-TENNESSEE STATE LINE, GO
 FD1555'NORTH ON STATE HIGHWAY 98 FOR 0.4 MILE TO A CROSSROAD IN THE SMALL
 FD1555'COMMUNITY OF BONNERTOWN, AND THE STATION IN THE NORTHWEST ANGLE
 FD1555'OF THE INTERSECTION.
 FD1555'
 FD1555'THE STATION IS A STANDARD NGS DISK
 FD1555'STAMPED---23 WM USGS 1935 1979---,
 FD1555'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1555'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1555'56 FEET SOUTH FROM THE SOUTH SIDE OF THE CHURCH,
 FD1555'28 FEET NORTH FROM THE CENTER OF A PAVED ROAD,
 FD1555'6 FEET NORTH-NORTHEAST FROM A POWERLINE POLE, AND
 FD1555'1.4 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN
 FD1555'ATTACHED.
 FD1555'
 FD1555'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FD1555'THE MONUMENT WAS RECOVERED LEANING SLIGHTLY TO THE WEST AND THE
 FD1555'DISK HAD BEEN REMOVED.  A NEW DISK WAS CEMENTED IN THE CENTER
 FD1555'OF THE DRILL HOLE WHERE THE OLD DISK HAD BEEN REMOVED.  NO
 FD1555'REFERENCE MARKS OR AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0315 ***********************************************************************
 FF0315  DESIGNATION -  232
 FF0315  PID         -  FF0315
 FF0315  STATE/COUNTY-  TN/SHELBY
 FF0315  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0315
 FF0315                         *CURRENT SURVEY CONTROL
 FF0315  ___________________________________________________________________
 FF0315* NAD 83(1986)-  35 13 55.     (N)    090 02 28.     (W)     SCALED    
 FF0315* NAVD 88     -        70.468  (meters)     231.19   (feet)  ADJUSTED  
 FF0315  ___________________________________________________________________
 FF0315  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0315  DYNAMIC HT  -          70.405 (meters)     230.99  (feet)  COMP
 FF0315  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FF0315
 FF0315  VERT ORDER  -  FIRST     CLASS II
 FF0315
 FF0315.The horizontal coordinates were scaled from a topographic map and have
 FF0315.an estimated accuracy of +/- 6 seconds.
 FF0315
 FF0315.The orthometric height was determined by differential leveling
 FF0315.and adjusted by the National Geodetic Survey in June 1991..
 FF0315
 FF0315.The geoid height was determined by GEOID03.
 FF0315
 FF0315.The dynamic height is computed by dividing the NAVD 88
 FF0315.geopotential number by the normal gravity value computed on the
 FF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0315.degrees latitude (g = 980.6199 gals.).
 FF0315
 FF0315.The modeled gravity was interpolated from observed gravity values.
 FF0315
 FF0315;                    North         East    Units  Estimated Accuracy
 FF0315;SPC TN       -   107,300.      232,240.      MT  (+/- 180 meters Scaled)
 FF0315
 FF0315                          SUPERSEDED SURVEY CONTROL
 FF0315
 FF0315  NGVD 29 (??/??/??)   70.430  (m)          231.07   (f) ADJUSTED    1 2
 FF0315
 FF0315.Superseded values are not recommended for survey control.
 FF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0315.See file dsdata.txt to determine how the superseded data were derived.
 FF0315
 FF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692027(NAD 83)
 FF0315_MARKER: DD = SURVEY DISK
 FF0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0315_SP_SET: PIER
 FF0315_STAMPING: 232
 FF0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0315
 FF0315  HISTORY     - Date     Condition        Report By
 FF0315  HISTORY     - UNK      MONUMENTED       USGS
 FF0315  HISTORY     - 1957     GOOD             CGS
 FF0315  HISTORY     - 19970909 MARK NOT FOUND   TN1620
 FF0315
 FF0315                          STATION DESCRIPTION
 FF0315
 FF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0315'2.5 MI NW FROM FRAYSER.
 FF0315'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0315'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0315'ALONG MARSH ROAD, THENCE 1.5 MILES WEST ALONG BENJESTOWN ROAD,
 FF0315'ON TOP OF THE SOUTH END OF THE FIRST CONCRETE PIER WEST OF THE
 FF0315'EAST ABUTMENT OF THE BENJESTOWN ROAD BRIDGE OVER THE LOOSAHATCHIE
 FF0315'RIVER, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH
 FF0315'OF THE SOUTH END OF THE PIER AND 1 1/2 FOOT BELOW THE BRIDGE
 FF0315'FLOOR.
 FF0315
 FF0315                          STATION RECOVERY (1997)
 FF0315
 FF0315'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0549 ***********************************************************************
 GA0549  DESIGNATION -  2343
 GA0549  PID         -  GA0549
 GA0549  STATE/COUNTY-  TN/WASHINGTON
 GA0549  USGS QUAD   -  BOONE DAM (1968)
 GA0549
 GA0549                         *CURRENT SURVEY CONTROL
 GA0549  ___________________________________________________________________
 GA0549* NAD 83(1986)-  36 22 47.     (N)    082 26 18.     (W)     SCALED    
 GA0549* NAVD 88     -       492.13   (+/-2cm)    1614.6    (feet)  VERTCON   
 GA0549  ___________________________________________________________________
 GA0549  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0549
 GA0549  VERT ORDER  -  ? (See Below)
 GA0549
 GA0549.The horizontal coordinates were scaled from a topographic map and have
 GA0549.an estimated accuracy of +/- 6 seconds.
 GA0549
 GA0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0549.The vertical order pertains to the NGVD 29 superseded value.
 GA0549
 GA0549.The geoid height was determined by GEOID03.
 GA0549
 GA0549;                    North         East    Units  Estimated Accuracy
 GA0549;SPC TN       -   232,860.      919,510.      MT  (+/- 180 meters Scaled)
 GA0549
 GA0549                          SUPERSEDED SURVEY CONTROL
 GA0549
 GA0549  NGVD 29 (??/??/92)  492.269  (m)         1615.05   (f) ADJ UNCH    ?  
 GA0549
 GA0549.Superseded values are not recommended for survey control.
 GA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0549.See file dsdata.txt to determine how the superseded data were derived.
 GA0549
 GA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA709270(NAD 83)
 GA0549_MARKER: DD = SURVEY DISK
 GA0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0549_SP_SET: HEADWALL
 GA0549_STAMPING: 2343
 GA0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0549
 GA0549  HISTORY     - Date     Condition        Report By
 GA0549  HISTORY     - UNK      MONUMENTED       USGS
 GA0549  HISTORY     - 1935     GOOD             NGS
 GA0549
 GA0549                          STATION DESCRIPTION
 GA0549
 GA0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0549'AT BOONE.
 GA0549'AT BOONE, WASHINGTON COUNTY, 0.3 MILE NORTH ALONG THE CLINCHFIELD,
 GA0549'CAROLINA AND OHIO RAILWAY FROM THE STATION, 12 FEET SOUTHWEST OF
 GA0549'THE SOUTHWEST RAIL, IN THE TOP OF THE CONCRETE HEADWALL AT THE
 GA0549'SOUTHEAST END OF AN UNDERPASS, AND 2 FEET HIGHER THAN THE TRACK.
 GA0549'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2343.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0566 ***********************************************************************
 GA0566  DESIGNATION -  2345
 GA0566  PID         -  GA0566
 GA0566  STATE/COUNTY-  TN/WASHINGTON
 GA0566  USGS QUAD   -  JONESBOROUGH (1968)
 GA0566
 GA0566                         *CURRENT SURVEY CONTROL
 GA0566  ___________________________________________________________________
 GA0566* NAD 83(1986)-  36 18 18.     (N)    082 23 35.     (W)     SCALED    
 GA0566* NAVD 88     -       522.737  (meters)    1715.01   (feet)  ADJUSTED  
 GA0566  ___________________________________________________________________
 GA0566  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0566  DYNAMIC HT  -         522.242 (meters)    1713.39  (feet)  COMP
 GA0566  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 GA0566
 GA0566  VERT ORDER  -  SECOND    CLASS 0
 GA0566
 GA0566.The horizontal coordinates were scaled from a topographic map and have
 GA0566.an estimated accuracy of +/- 6 seconds.
 GA0566
 GA0566.The orthometric height was determined by differential leveling
 GA0566.and adjusted by the National Geodetic Survey in June 1991..
 GA0566
 GA0566.The geoid height was determined by GEOID03.
 GA0566
 GA0566.The dynamic height is computed by dividing the NAVD 88
 GA0566.geopotential number by the normal gravity value computed on the
 GA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0566.degrees latitude (g = 980.6199 gals.).
 GA0566
 GA0566.The modeled gravity was interpolated from observed gravity values.
 GA0566
 GA0566;                    North         East    Units  Estimated Accuracy
 GA0566;SPC TN       -   224,730.      923,880.      MT  (+/- 180 meters Scaled)
 GA0566
 GA0566                          SUPERSEDED SURVEY CONTROL
 GA0566
 GA0566  NGVD 29 (??/??/92)  522.877  (m)         1715.47   (f) ADJ UNCH    2 0
 GA0566
 GA0566.Superseded values are not recommended for survey control.
 GA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0566.See file dsdata.txt to determine how the superseded data were derived.
 GA0566
 GA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA749186(NAD 83)
 GA0566_MARKER: DD = SURVEY DISK
 GA0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0566_SP_SET: HEADWALL
 GA0566_STAMPING: 2345
 GA0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0566
 GA0566  HISTORY     - Date     Condition        Report By
 GA0566  HISTORY     - UNK      MONUMENTED       USGS
 GA0566  HISTORY     - 1934     GOOD             NGS
 GA0566  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0566
 GA0566                          STATION DESCRIPTION
 GA0566
 GA0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0566'3 MI W FROM JOHNSON CITY.
 GA0566'3.0 MILES WEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON CITY,
 GA0566'WASHINGTON COUNTY, AT THE SOUTHERN RAILWAY UNDERPASS, 2 FEET SOUTH
 GA0566'OF THE NORTH END OF THE WEST CONCRETE HEADWALL, AND 6 FEET NORTH
 GA0566'OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 GA0566'SURVEY STANDARD DISK, STAMPED 2345.
 GA0566
 GA0566                          STATION RECOVERY (2001)
 GA0566
 GA0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0566'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0170 ***********************************************************************
 GC0170  DESIGNATION -  2351
 GC0170  PID         -  GC0170
 GC0170  STATE/COUNTY-  TN/WILSON
 GC0170  USGS QUAD   -  WATERTOWN (1994)
 GC0170
 GC0170                         *CURRENT SURVEY CONTROL
 GC0170  ___________________________________________________________________
 GC0170* NAD 83(1986)-  36 05 53.     (N)    086 08 01.     (W)     SCALED    
 GC0170* NAVD 88     -       200.335  (meters)     657.27   (feet)  ADJUSTED  
 GC0170  ___________________________________________________________________
 GC0170  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0170  DYNAMIC HT  -         200.163 (meters)     656.70  (feet)  COMP
 GC0170  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0170
 GC0170  VERT ORDER  -  SECOND    CLASS 0
 GC0170
 GC0170.The horizontal coordinates were scaled from a topographic map and have
 GC0170.an estimated accuracy of +/- 6 seconds.
 GC0170
 GC0170.The orthometric height was determined by differential leveling
 GC0170.and adjusted by the National Geodetic Survey in June 1991..
 GC0170
 GC0170.The geoid height was determined by GEOID03.
 GC0170
 GC0170.The dynamic height is computed by dividing the NAVD 88
 GC0170.geopotential number by the normal gravity value computed on the
 GC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0170.degrees latitude (g = 980.6199 gals.).
 GC0170
 GC0170.The modeled gravity was interpolated from observed gravity values.
 GC0170
 GC0170;                    North         East    Units  Estimated Accuracy
 GC0170;SPC TN       -   195,800.      587,970.      MT  (+/- 180 meters Scaled)
 GC0170
 GC0170                          SUPERSEDED SURVEY CONTROL
 GC0170
 GC0170  NGVD 29 (??/??/92)  200.390  (m)          657.45   (f) ADJ UNCH    2 0
 GC0170
 GC0170.Superseded values are not recommended for survey control.
 GC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0170.See file dsdata.txt to determine how the superseded data were derived.
 GC0170
 GC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE779951(NAD 83)
 GC0170_MARKER: DB = BENCH MARK DISK
 GC0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0170_STAMPING: 2351
 GC0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0170+STABILITY: SURFACE MOTION
 GC0170
 GC0170  HISTORY     - Date     Condition        Report By
 GC0170  HISTORY     - UNK      MONUMENTED       TNGS
 GC0170  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0170
 GC0170                          STATION DESCRIPTION
 GC0170
 GC0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0170'AT WATERTOWN.
 GC0170'AT WATERTOWN, WILSON COUNTY, 37 YARDS WEST OF THE WEST END OF THE
 GC0170'TENNESSEE CENTRAL RAILWAY STATION, 44 FEET SOUTHEAST OF THE
 GC0170'SOUTHEAST CORNER OF THE A.J. SMITH LUMBER WAREHOUSE, 7 FEET
 GC0170'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 GC0170'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 2351 AND SET IN
 GC0170'THE TOP OF A CONCRETE POST.  NOTE-- THE AREA IS NOW A DRIVEWAY.
 GC0170'THE MUDDY CONDITION OF THE AREA INDICATES THAT THE POST MAY HAVE
 GC0170'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0239 ***********************************************************************
 GC0239  DESIGNATION -  2356
 GC0239  PID         -  GC0239
 GC0239  STATE/COUNTY-  TN/WILSON
 GC0239  USGS QUAD   -  ALEXANDRIA (1983)
 GC0239
 GC0239                         *CURRENT SURVEY CONTROL
 GC0239  ___________________________________________________________________
 GC0239* NAD 83(1986)-  36 05 31.     (N)    086 04 18.     (W)     SCALED    
 GC0239* NAVD 88     -       220.546  (meters)     723.57   (feet)  ADJUSTED  
 GC0239  ___________________________________________________________________
 GC0239  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0239  DYNAMIC HT  -         220.355 (meters)     722.95  (feet)  COMP
 GC0239  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GC0239
 GC0239  VERT ORDER  -  SECOND    CLASS 0
 GC0239
 GC0239.The horizontal coordinates were scaled from a topographic map and have
 GC0239.an estimated accuracy of +/- 6 seconds.
 GC0239
 GC0239.The orthometric height was determined by differential leveling
 GC0239.and adjusted by the National Geodetic Survey in June 1991..
 GC0239
 GC0239.The geoid height was determined by GEOID03.
 GC0239
 GC0239.The dynamic height is computed by dividing the NAVD 88
 GC0239.geopotential number by the normal gravity value computed on the
 GC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0239.degrees latitude (g = 980.6199 gals.).
 GC0239
 GC0239.The modeled gravity was interpolated from observed gravity values.
 GC0239
 GC0239;                    North         East    Units  Estimated Accuracy
 GC0239;SPC TN       -   195,120.      593,550.      MT  (+/- 180 meters Scaled)
 GC0239
 GC0239                          SUPERSEDED SURVEY CONTROL
 GC0239
 GC0239  NGVD 29 (??/??/92)  220.598  (m)          723.75   (f) ADJ UNCH    2 0
 GC0239
 GC0239.Superseded values are not recommended for survey control.
 GC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0239.See file dsdata.txt to determine how the superseded data were derived.
 GC0239
 GC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE835945(NAD 83)
 GC0239_MARKER: DD = SURVEY DISK
 GC0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0239_STAMPING: 2356 1934
 GC0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0239+STABILITY: SURFACE MOTION
 GC0239
 GC0239  HISTORY     - Date     Condition        Report By
 GC0239  HISTORY     - 1934     MONUMENTED       TNGS
 GC0239  HISTORY     - 1935     GOOD             NGS
 GC0239
 GC0239                          STATION DESCRIPTION
 GC0239
 GC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0239'3.7 MI E FROM WATERTOWN.
 GC0239'3.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0239'WATERTOWN, WILSON COUNTY, 0.3 MILE EAST OF THE JONES GENERAL
 GC0239'STORE AND SERVICE STATION IN 1935, 75 YARDS NORTHWEST OF A
 GC0239'DRIVEWAY LEADING TO THE HOME OF M.L. GRIZZLE IN 1935, 18 FEET
 GC0239'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A ROCK
 GC0239'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 GC0239'STANDARD DISK, STAMPED 2356 1934 AND SET IN THE TOP OF A CONCRETE
 GC0239'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0233 ***********************************************************************
 GC0233  DESIGNATION -  2365
 GC0233  PID         -  GC0233
 GC0233  STATE/COUNTY-  TN/DE KALB
 GC0233  USGS QUAD   -  ALEXANDRIA (1983)
 GC0233
 GC0233                         *CURRENT SURVEY CONTROL
 GC0233  ___________________________________________________________________
 GC0233* NAD 83(1986)-  36 02 44.     (N)    086 00 57.     (W)     SCALED    
 GC0233* NAVD 88     -       234.921  (meters)     770.74   (feet)  ADJUSTED  
 GC0233  ___________________________________________________________________
 GC0233  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0233  DYNAMIC HT  -         234.716 (meters)     770.06  (feet)  COMP
 GC0233  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 GC0233
 GC0233  VERT ORDER  -  SECOND    CLASS 0
 GC0233
 GC0233.The horizontal coordinates were scaled from a topographic map and have
 GC0233.an estimated accuracy of +/- 6 seconds.
 GC0233
 GC0233.The orthometric height was determined by differential leveling
 GC0233.and adjusted by the National Geodetic Survey in June 1991..
 GC0233
 GC0233.The geoid height was determined by GEOID03.
 GC0233
 GC0233.The dynamic height is computed by dividing the NAVD 88
 GC0233.geopotential number by the normal gravity value computed on the
 GC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0233.degrees latitude (g = 980.6199 gals.).
 GC0233
 GC0233.The modeled gravity was interpolated from observed gravity values.
 GC0233
 GC0233;                    North         East    Units  Estimated Accuracy
 GC0233;SPC TN       -   189,970.      598,570.      MT  (+/- 180 meters Scaled)
 GC0233
 GC0233                          SUPERSEDED SURVEY CONTROL
 GC0233
 GC0233  NGVD 29 (??/??/92)  234.969  (m)          770.89   (f) ADJ UNCH    2 0
 GC0233
 GC0233.Superseded values are not recommended for survey control.
 GC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0233.See file dsdata.txt to determine how the superseded data were derived.
 GC0233
 GC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE886894(NAD 83)
 GC0233_MARKER: DD = SURVEY DISK
 GC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0233_STAMPING: 2365 1934
 GC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0233+STABILITY: SURFACE MOTION
 GC0233
 GC0233  HISTORY     - Date     Condition        Report By
 GC0233  HISTORY     - 1934     MONUMENTED       TNGS
 GC0233  HISTORY     - 1935     GOOD             NGS
 GC0233
 GC0233                          STATION DESCRIPTION
 GC0233
 GC0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0233'2.4 MI E FROM ALEXANDRIA.
 GC0233'2.4 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0233'ALEXANDRIA, DE KALB COUNTY, AT THE SUMMIT OF A RISE IN THE
 GC0233'HIGHWAY, AT THE JUNCTION OF A DRIVEWAY LEADING INTO THE HOME OF
 GC0233'FRED YANATTI IN 1935, 37 FEET SOUTH OF THE CENTERLINE OF THE
 GC0233'DRIVEWAY, 17 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN A
 GC0233'FENCE LINE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STATE
 GC0233'SURVEY STANDARD DISK, STAMPED 2365 1934 AND SET IN THE TOP OF A
 GC0233'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2662 ***********************************************************************
 GB2662  DESIGNATION -  2371
 GB2662  PID         -  GB2662
 GB2662  STATE/COUNTY-  TN/DE KALB
 GB2662  USGS QUAD   -  LIBERTY (1982)
 GB2662
 GB2662                         *CURRENT SURVEY CONTROL
 GB2662  ___________________________________________________________________
 GB2662* NAD 83(1986)-  36 00 14.     (N)    085 58 25.     (W)     SCALED    
 GB2662* NAVD 88     -       187.80   (+/-2cm)     616.1    (feet)  VERTCON   
 GB2662  ___________________________________________________________________
 GB2662  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB2662
 GB2662  VERT ORDER  -  THIRD (See Below)
 GB2662
 GB2662.The horizontal coordinates were scaled from a topographic map and have
 GB2662.an estimated accuracy of +/- 6 seconds.
 GB2662
 GB2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2662.The vertical order pertains to the NGVD 29 superseded value.
 GB2662
 GB2662.The geoid height was determined by GEOID03.
 GB2662
 GB2662;                    North         East    Units  Estimated Accuracy
 GB2662;SPC TN       -   185,350.      602,380.      MT  (+/- 180 meters Scaled)
 GB2662
 GB2662                          SUPERSEDED SURVEY CONTROL
 GB2662
 GB2662  NGVD 29 (??/??/??)  187.85   (m)          616.3    (f) N HEIGHT    3  
 GB2662
 GB2662.Superseded values are not recommended for survey control.
 GB2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2662.See file dsdata.txt to determine how the superseded data were derived.
 GB2662
 GB2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE925848(NAD 83)
 GB2662_MARKER: DB = BENCH MARK DISK
 GB2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2662_SP_SET: SQUARE CONCRETE MONUMENT
 GB2662_STAMPING: 2371
 GB2662_MARK LOGO: TNGS  
 GB2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GB2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2662+STABILITY: SURFACE MOTION
 GB2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2662+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 GB2662
 GB2662  HISTORY     - Date     Condition        Report By
 GB2662  HISTORY     - UNK      MONUMENTED       TNGS
 GB2662  HISTORY     - 19870520 GOOD             TNDT
 GB2662  HISTORY     - 20060907 GOOD             INDIV
 GB2662
 GB2662                          STATION DESCRIPTION
 GB2662
 GB2662'DESCRIBED BY TN DEPT OF TRANSP 1987
 GB2662'THE MARK IS LOCATED 6.8 MILES SOUTHEAST OF ALEXANDRIA IN LIBERTY AT
 GB2662'THE SALEM BAPTIST CHURCH.  THE MARK IS 263 FEET NE OF THE NE CORNER
 GB2662'OF SALEM BAPTIST CHURCH, 28 FEET SW OF THE CENTERLINE OF ROAD AT
 GB2662'DRIVE TO CEMETERY , 6 FEET SE OF POWER POLE NO. 2A1-14, 12 FEET WEST
 GB2662'OF GATE AT WEST ENTRANCE TO CEMETERY, 2 FEET SOUTH OF STONE WALL
 GB2662'AROUND CEMETEERY.  TENNESSEE GEODETIC SURVEY STANDARD DICK STAMPED
 GB2662'2371, PAINTED BM 616.3.  2371 IS SHOWN ON THE QUAD MAP LIBERTY, TENN.
 GB2662'AS BM 616.
 GB2662
 GB2662                          STATION RECOVERY (2006)
 GB2662
 GB2662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2569 ***********************************************************************
 AJ2569  DESIGNATION -  24
 AJ2569  PID         -  AJ2569
 AJ2569  STATE/COUNTY-  TN/SHELBY
 AJ2569  USGS QUAD   -  BRUNSWICK (1993)
 AJ2569
 AJ2569                         *CURRENT SURVEY CONTROL
 AJ2569  ___________________________________________________________________
 AJ2569* NAD 83(1995)-  35 19 45.72810(N)    089 49 50.62479(W)     ADJUSTED  
 AJ2569* NAVD 88     -        86.2    (meters)     283.     (feet)  GPS OBS   
 AJ2569  ___________________________________________________________________
 AJ2569  X           -      15,390.375 (meters)                     COMP
 AJ2569  Y           -  -5,209,406.993 (meters)                     COMP
 AJ2569  Z           -   3,667,773.518 (meters)                     COMP
 AJ2569  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AJ2569  ELLIP HEIGHT-          58.93  (meters)          (04/26/01) GPS OBS
 AJ2569  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2569
 AJ2569  HORZ ORDER  -  FIRST
 AJ2569  ELLP ORDER  -  FOURTH    CLASS I
 AJ2569
 AJ2569.The horizontal coordinates were established by GPS observations
 AJ2569.and adjusted by the National Geodetic Survey in April 2001..
 AJ2569
 AJ2569.The orthometric height was determined by GPS observations and a
 AJ2569.high-resolution geoid model.
 AJ2569
 AJ2569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2569
 AJ2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2569
 AJ2569.The ellipsoidal height was determined by GPS observations
 AJ2569.and is referenced to NAD 83.
 AJ2569
 AJ2569.The geoid height was determined by GEOID03.
 AJ2569
 AJ2569;                    North         East     Units Scale Factor Converg.
 AJ2569;SPC TN       -   117,325.595   251,800.284   MT  0.99998694   -2 14 33.6
 AJ2569;SPC TN       -   384,925.72    826,114.77   sFT  0.99998694   -2 14 33.6
 AJ2569;UTM  16      - 3,913,247.176   242,695.665   MT  1.00041598   -1 38 16.2
 AJ2569
 AJ2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2569!SPC TN       -   0.99999075  x   0.99998694  =   0.99997769
 AJ2569!UTM  16      -   0.99999075  x   1.00041598  =   1.00040673
 AJ2569
 AJ2569                          SUPERSEDED SURVEY CONTROL
 AJ2569
 AJ2569.No superseded survey control is available for this station.
 AJ2569
 AJ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4269613247(NAD 83)
 AJ2569_MARKER: DD = SURVEY DISK
 AJ2569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2569+WITH SETTING: INFORMATION.
 AJ2569_STAMPING: 024
 AJ2569_MARK LOGO: MLGW  
 AJ2569_PROJECTION: FLUSH
 AJ2569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2569+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2569_ROD/PIPE-DEPTH:  0.8 meters
 AJ2569
 AJ2569  HISTORY     - Date     Condition        Report By
 AJ2569  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2569
 AJ2569                          STATION DESCRIPTION
 AJ2569
 AJ2569'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2569'THE STATION IS LOCATED IN NORTH CENTRAL SHEBLY COUNTY APPROXIMATELY
 AJ2569'0.50 MILES (0.80 KM) EAST OF MILLINGTON TENNESSEE.
 AJ2569'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2569'NAVY ROAD, PROCEED EAST ON NAVY ROAD APPROXIMATELY 4.50 MILES (7.24
 AJ2569'KM) TO SLEDGE ROAD.  TURN RIGHT AND CONTINUE SOUTH ON SLEDGE ROAD
 AJ2569'APPROXIMATELY 0.50 MILE (0.80 KM) TO NORTH KNOLL DRIVE.  THE STATION
 AJ2569'IS ON THE RIGHT.
 AJ2569'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2569'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2569'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 130.00 FEET (39.62 M)
 AJ2569'SOUTH OF THE CENTERLINE OF NORTH KNOLL DRIVE, 18.20 FEET (5.55 M)
 AJ2569'NORTH OF A WOOD POWER POLE NO.  212124, 2.80 FEET (0.85 M) WEST OF THE
 AJ2569'WEST CURBLINE OF SLEDGE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2569'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2245 ***********************************************************************
 GC2245  DESIGNATION -  2403
 GC2245  PID         -  GC2245
 GC2245  STATE/COUNTY-  TN/DAVIDSON
 GC2245  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2245
 GC2245                         *CURRENT SURVEY CONTROL
 GC2245  ___________________________________________________________________
 GC2245* NAD 83(1995)-  36 10 30.54424(N)    086 40 08.24450(W)     ADJUSTED  
 GC2245* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 GC2245  ___________________________________________________________________
 GC2245  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2245  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2245
 GC2245  HORZ ORDER  -  SECOND
 GC2245
 GC2245.The horizontal coordinates were established by classical geodetic methods
 GC2245.and adjusted by the National Geodetic Survey in April 1999..
 GC2245
 GC2245.The orthometric height was scaled from a topographic map.
 GC2245
 GC2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2245
 GC2245.The geoid height was determined by GEOID03.
 GC2245
 GC2245;                    North         East     Units Scale Factor Converg.
 GC2245;SPC TN       -   204,555.195   539,820.554   MT  0.99996607   -0 23 29.9
 GC2245;SPC TN       -   671,111.50  1,771,061.27   sFT  0.99996607   -0 23 29.9
 GC2245;UTM  16      - 4,003,426.327   529,770.072   MT  0.99961092   +0 11 43.4
 GC2245
 GC2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2245!SPC TN       -   0.99996694  x   0.99996607  =   0.99993301
 GC2245!UTM  16      -   0.99996694  x   0.99961092  =   0.99957787
 GC2245
 GC2245                          SUPERSEDED SURVEY CONTROL
 GC2245
 GC2245  NAD 83(1995)-  36 10 30.54630(N)    086 40 08.24692(W) AD(       ) 2
 GC2245  NAD 83(1995)-  36 10 30.54888(N)    086 40 08.24636(W) AD(       ) 2
 GC2245  NAD 83(1986)-  36 10 30.55450(N)    086 40 08.24740(W) AD(       ) 2
 GC2245  NAD 27      -  36 10 30.35300(N)    086 40 08.25800(W) AD(       ) 2
 GC2245
 GC2245.Superseded values are not recommended for survey control.
 GC2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2245.See file dsdata.txt to determine how the superseded data were derived.
 GC2245
 GC2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2977003426(NAD 83)
 GC2245_MARKER: DD = SURVEY DISK
 GC2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2245_MARK LOGO: TNGS  
 GC2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2245+STABILITY: SURFACE MOTION
 GC2245
 GC2245  HISTORY     - Date     Condition        Report By
 GC2245  HISTORY     - 1953     MONUMENTED       CGS
 GC2245
 GC2245                          STATION DESCRIPTION
 GC2245
 GC2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2245'SEE STATION TODD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2311 ***********************************************************************
 GC2311  DESIGNATION -  2436
 GC2311  PID         -  GC2311
 GC2311  STATE/COUNTY-  TN/DAVIDSON
 GC2311  USGS QUAD   -  OAK HILL (1968)
 GC2311
 GC2311                         *CURRENT SURVEY CONTROL
 GC2311  ___________________________________________________________________
 GC2311* NAD 83(1995)-  36 02 15.20349(N)    086 46 49.75042(W)     ADJUSTED  
 GC2311* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GC2311  ___________________________________________________________________
 GC2311  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GC2311  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2311
 GC2311  HORZ ORDER  -  SECOND
 GC2311
 GC2311.The horizontal coordinates were established by classical geodetic methods
 GC2311.and adjusted by the National Geodetic Survey in April 1999..
 GC2311
 GC2311.The orthometric height was scaled from a topographic map.
 GC2311
 GC2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2311
 GC2311.The geoid height was determined by GEOID03.
 GC2311
 GC2311;                    North         East     Units Scale Factor Converg.
 GC2311;SPC TN       -   189,362.953   529,665.798   MT  0.99995469   -0 27 24.9
 GC2311;SPC TN       -   621,268.29  1,737,745.21   sFT  0.99995469   -0 27 24.9
 GC2311;UTM  16      - 3,988,136.320   519,774.885   MT  0.99960482   +0 07 44.9
 GC2311
 GC2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2311!SPC TN       -   0.99995841  x   0.99995469  =   0.99991311
 GC2311!UTM  16      -   0.99995841  x   0.99960482  =   0.99956325
 GC2311
 GC2311                          SUPERSEDED SURVEY CONTROL
 GC2311
 GC2311  NAD 83(1995)-  36 02 15.20608(N)    086 46 49.75207(W) AD(       ) 2
 GC2311  NAD 83(1995)-  36 02 15.20684(N)    086 46 49.75167(W) AD(       ) 2
 GC2311  NAD 83(1986)-  36 02 15.21396(N)    086 46 49.75326(W) AD(       ) 2
 GC2311  NAD 27      -  36 02 14.99500(N)    086 46 49.75380(W) AD(       ) 2
 GC2311
 GC2311.Superseded values are not recommended for survey control.
 GC2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2311.See file dsdata.txt to determine how the superseded data were derived.
 GC2311
 GC2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1977588136(NAD 83)
 GC2311_MARKER: DD = SURVEY DISK
 GC2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2311_MARK LOGO: TNGS  
 GC2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2311+STABILITY: SURFACE MOTION
 GC2311
 GC2311  HISTORY     - Date     Condition        Report By
 GC2311  HISTORY     - 1960     MONUMENTED       TNGS
 GC2311
 GC2311                          STATION DESCRIPTION
 GC2311
 GC2311'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1960
 GC2311'SEE STATION BRENTWOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1484 ***********************************************************************
 FC1484  DESIGNATION -  2464
 FC1484  PID         -  FC1484
 FC1484  STATE/COUNTY-  TN/WARREN
 FC1484  USGS QUAD   -  CENTERTOWN (1984)
 FC1484
 FC1484                         *CURRENT SURVEY CONTROL
 FC1484  ___________________________________________________________________
 FC1484* NAD 83(1986)-  35 42 21.     (N)    085 52 37.     (W)     SCALED    
 FC1484* NAVD 88     -       315.845  (meters)    1036.23   (feet)  ADJUSTED  
 FC1484  ___________________________________________________________________
 FC1484  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1484  DYNAMIC HT  -         315.551 (meters)    1035.27  (feet)  COMP
 FC1484  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FC1484
 FC1484  VERT ORDER  -  SECOND    CLASS 0
 FC1484
 FC1484.The horizontal coordinates were scaled from a topographic map and have
 FC1484.an estimated accuracy of +/- 6 seconds.
 FC1484
 FC1484.The orthometric height was determined by differential leveling
 FC1484.and adjusted by the National Geodetic Survey in June 1991..
 FC1484
 FC1484.The geoid height was determined by GEOID03.
 FC1484
 FC1484.The dynamic height is computed by dividing the NAVD 88
 FC1484.geopotential number by the normal gravity value computed on the
 FC1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1484.degrees latitude (g = 980.6199 gals.).
 FC1484
 FC1484.The modeled gravity was interpolated from observed gravity values.
 FC1484
 FC1484;                    North         East    Units  Estimated Accuracy
 FC1484;SPC TN       -   152,280.      611,140.      MT  (+/- 180 meters Scaled)
 FC1484
 FC1484                          SUPERSEDED SURVEY CONTROL
 FC1484
 FC1484.No superseded survey control is available for this station.
 FC1484
 FC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE015519(NAD 83)
 FC1484_MARKER: DD = SURVEY DISK
 FC1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1484_STAMPING: 2464
 FC1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1484+STABILITY: SURFACE MOTION
 FC1484
 FC1484  HISTORY     - Date     Condition        Report By
 FC1484  HISTORY     - UNK      MONUMENTED       TNGS
 FC1484  HISTORY     - 1951     MARK NOT FOUND   USGS
 FC1484  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1484
 FC1484                          STATION DESCRIPTION
 FC1484
 FC1484'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FC1484'2.8 MI E FROM CENTERTOWN.
 FC1484'2.8 MILES EAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1484'CENTERTOWN, WARREN COUNTY, 400 FEET EAST OF A TWO-STORY WHITE
 FC1484'HOUSE WITH CEDAR TREES IN FRONT, ACROSS THE HIGHWAY FROM A BLACK
 FC1484'BUNGALOW, IN LINE WITH THE WESTERN BARNYARD FENCE, 26 FEET SOUTH
 FC1484'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF THE FENCE, AND
 FC1484'ON A BANK.  A STATE SURVEY STANDARD DISK, STAMPED 2464 AND SET IN
 FC1484'THE TOP OF A CONCRETE POST.
 FC1484
 FC1484                          STATION RECOVERY (2002)
 FC1484
 FC1484'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1483 ***********************************************************************
 FC1483  DESIGNATION -  2465
 FC1483  PID         -  FC1483
 FC1483  STATE/COUNTY-  TN/WARREN
 FC1483  USGS QUAD   -  CENTERTOWN (1984)
 FC1483
 FC1483                         *CURRENT SURVEY CONTROL
 FC1483  ___________________________________________________________________
 FC1483* NAD 83(1986)-  35 42 34.     (N)    085 53 18.     (W)     SCALED    
 FC1483* NAVD 88     -       311.516  (meters)    1022.03   (feet)  ADJUSTED  
 FC1483  ___________________________________________________________________
 FC1483  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1483  DYNAMIC HT  -         311.226 (meters)    1021.08  (feet)  COMP
 FC1483  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC1483
 FC1483  VERT ORDER  -  SECOND    CLASS 0
 FC1483
 FC1483.The horizontal coordinates were scaled from a topographic map and have
 FC1483.an estimated accuracy of +/- 6 seconds.
 FC1483
 FC1483.The orthometric height was determined by differential leveling
 FC1483.and adjusted by the National Geodetic Survey in June 1991..
 FC1483
 FC1483.The geoid height was determined by GEOID03.
 FC1483
 FC1483.The dynamic height is computed by dividing the NAVD 88
 FC1483.geopotential number by the normal gravity value computed on the
 FC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1483.degrees latitude (g = 980.6199 gals.).
 FC1483
 FC1483.The modeled gravity was interpolated from observed gravity values.
 FC1483
 FC1483;                    North         East    Units  Estimated Accuracy
 FC1483;SPC TN       -   152,680.      610,110.      MT  (+/- 180 meters Scaled)
 FC1483
 FC1483                          SUPERSEDED SURVEY CONTROL
 FC1483
 FC1483.No superseded survey control is available for this station.
 FC1483
 FC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE005522(NAD 83)
 FC1483_MARKER: DD = SURVEY DISK
 FC1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1483_STAMPING: 2465
 FC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1483+STABILITY: SURFACE MOTION
 FC1483
 FC1483  HISTORY     - Date     Condition        Report By
 FC1483  HISTORY     - UNK      MONUMENTED       TNGS
 FC1483  HISTORY     - 1951     MARK NOT FOUND   NGS
 FC1483  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1483
 FC1483                          STATION DESCRIPTION
 FC1483
 FC1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC1483'2.1 MI E FROM CENTERTOWN.
 FC1483'2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1483'CENTERTOWN, WARREN COUNTY, 200 FEET NORTH OF A TWO-STORY FARMHOUSE
 FC1483'OCCUPIED IN 1935 BY JOHN GAINES, OPPOSITE A LARGE DEAD TREE, 18.9
 FC1483'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN A GUTTER.
 FC1483'A STATE SURVEY STANDARD DISK, STAMPED 2465 AND SET IN THE TOP OF
 FC1483'A CONCRETE POST.
 FC1483
 FC1483                          STATION RECOVERY (2002)
 FC1483
 FC1483'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0469 ***********************************************************************
 FF0469  DESIGNATION -  247
 FF0469  PID         -  FF0469
 FF0469  STATE/COUNTY-  TN/SHELBY
 FF0469  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0469
 FF0469                         *CURRENT SURVEY CONTROL
 FF0469  ___________________________________________________________________
 FF0469* NAD 83(1986)-  35 05 18.     (N)    090 04 14.     (W)     SCALED    
 FF0469* NAVD 88     -        75.30   (+/-2cm)     247.0    (feet)  VERTCON   
 FF0469  ___________________________________________________________________
 FF0469  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0469
 FF0469  VERT ORDER  -  ? (See Below)
 FF0469
 FF0469.The horizontal coordinates were scaled from a topographic map and have
 FF0469.an estimated accuracy of +/- 6 seconds.
 FF0469
 FF0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0469.The vertical order pertains to the NGVD 29 superseded value.
 FF0469
 FF0469.The geoid height was determined by GEOID03.
 FF0469
 FF0469;                    North         East    Units  Estimated Accuracy
 FF0469;SPC TN       -    91,490.      228,900.      MT  (+/- 180 meters Scaled)
 FF0469
 FF0469                          SUPERSEDED SURVEY CONTROL
 FF0469
 FF0469  NGVD 29 (??/??/??)   75.274  (m)          246.96   (f) ADJUSTED    ?  
 FF0469
 FF0469.Superseded values are not recommended for survey control.
 FF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0469.See file dsdata.txt to determine how the superseded data were derived.
 FF0469
 FF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU670867(NAD 83)
 FF0469_MARKER: P = PIPE CAP
 FF0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0469
 FF0469  HISTORY     - Date     Condition        Report By
 FF0469  HISTORY     - UNK      MONUMENTED       USGS
 FF0469  HISTORY     - 1956     GOOD             CGS
 FF0469
 FF0469                          STATION DESCRIPTION
 FF0469
 FF0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0469'4.3 MI S FROM MEMPHIS.
 FF0469'ABOUT 4.3 MILES SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY
 FF0469'RAILROAD FROM THE POST OFFICE AT MEMPHIS, SHELBY COUNTY, ABOUT
 FF0469'240 FEET NORTH OF A SEMAPHORE, AND 40 FEET EAST OF THE TRACK.
 FF0469'A USGS STANDARD CAP, STAMPED 247 AND RIVETED ON THE TOP OF A
 FF0469'3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2570 ***********************************************************************
 AJ2570  DESIGNATION -  25
 AJ2570  PID         -  AJ2570
 AJ2570  STATE/COUNTY-  TN/SHELBY
 AJ2570  USGS QUAD   -  MILLINGTON (1997)
 AJ2570
 AJ2570                         *CURRENT SURVEY CONTROL
 AJ2570  ___________________________________________________________________
 AJ2570* NAD 83(1995)-  35 20 09.29979(N)    089 53 09.14005(W)     ADJUSTED  
 AJ2570* NAVD 88     -        81.4    (meters)     267.     (feet)  GPS OBS   
 AJ2570  ___________________________________________________________________
 AJ2570  X           -      10,375.839 (meters)                     COMP
 AJ2570  Y           -  -5,208,995.354 (meters)                     COMP
 AJ2570  Z           -   3,668,363.387 (meters)                     COMP
 AJ2570  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AJ2570  ELLIP HEIGHT-          54.13  (meters)          (04/26/01) GPS OBS
 AJ2570  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2570
 AJ2570  HORZ ORDER  -  FIRST
 AJ2570  ELLP ORDER  -  FOURTH    CLASS I
 AJ2570
 AJ2570.The horizontal coordinates were established by GPS observations
 AJ2570.and adjusted by the National Geodetic Survey in April 2001..
 AJ2570
 AJ2570.The orthometric height was determined by GPS observations and a
 AJ2570.high-resolution geoid model.
 AJ2570
 AJ2570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2570
 AJ2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2570
 AJ2570.The ellipsoidal height was determined by GPS observations
 AJ2570.and is referenced to NAD 83.
 AJ2570
 AJ2570.The geoid height was determined by GEOID03.
 AJ2570
 AJ2570;                    North         East     Units Scale Factor Converg.
 AJ2570;SPC TN       -   118,249.060   246,819.420   MT  0.99998595   -2 16 29.8
 AJ2570;SPC TN       -   387,955.46    809,773.38   sFT  0.99998595   -2 16 29.8
 AJ2570;UTM  16      - 3,914,118.396   237,703.107   MT  1.00044795   -1 40 12.2
 AJ2570
 AJ2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2570!SPC TN       -   0.99999150  x   0.99998595  =   0.99997745
 AJ2570!UTM  16      -   0.99999150  x   1.00044795  =   1.00043945
 AJ2570
 AJ2570                          SUPERSEDED SURVEY CONTROL
 AJ2570
 AJ2570.No superseded survey control is available for this station.
 AJ2570
 AJ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3770314118(NAD 83)
 AJ2570_MARKER: DD = SURVEY DISK
 AJ2570_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2570+WITH SETTING: INFORMATION.
 AJ2570_STAMPING: 025
 AJ2570_MARK LOGO: MLGW  
 AJ2570_PROJECTION: FLUSH
 AJ2570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2570+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2570_ROD/PIPE-DEPTH:  0.8 meters
 AJ2570
 AJ2570  HISTORY     - Date     Condition        Report By
 AJ2570  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2570
 AJ2570                          STATION DESCRIPTION
 AJ2570
 AJ2570'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2570'THE STATION IS LOCATED IN NORTHWEST SHEBLY COUNTY IN MILLINGTON
 AJ2570'TENNESSEE.
 AJ2570'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2570'NAVY ROAD IN MILLINGTON, PROCEED EAST ON NAVY ROAD APPROXIMATELY 1.40
 AJ2570'MILES (2.25 KM) TO EAST NAVY CIRCLE.  TURN RIGHT AND CONTINUE SOUTH ON
 AJ2570'EAST NAVY CIRCLE 0.35 MILE (0.56 KM) TO END OF STREET AT SOUTH NAVY
 AJ2570'CIRCLE.  THE STATION IS ON THE SOUTH SIDE OF SOUTH NAVY CIRCLE.
 AJ2570'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2570'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2570'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 146.50 FEET (44.65 M)
 AJ2570'SOUTHEAST OF A FIRE HYDRANT, 84.00 FEET (25.60 M) SOUTHWEST OF A WOOD
 AJ2570'POWER POLE NO.  72074, 37.00 FEET (11.28 M) WEST OF THE CENTERLINE OF
 AJ2570'EAST NAVY CIRCLE, 15.00 FEET (4.57 M) SOUTH OF THE CENTERLINE OF SOUTH
 AJ2570'NAVY CIRCLE, 8.00 NORTHWEST OF A STOP SIGN.  THE CAP AND CONCRETE ARE
 AJ2570'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0821 ***********************************************************************
 GB0821  DESIGNATION -  25 1
 GB0821  PID         -  GB0821
 GB0821  STATE/COUNTY-  TN/ANDERSON
 GB0821  USGS QUAD   -  LAKE CITY (1973)
 GB0821
 GB0821                         *CURRENT SURVEY CONTROL
 GB0821  ___________________________________________________________________
 GB0821* NAD 83(1986)-  36 12 30.     (N)    084 08 52.     (W)     SCALED    
 GB0821* NAVD 88     -       260.585  (meters)     854.94   (feet)  ADJUSTED  
 GB0821  ___________________________________________________________________
 GB0821  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB0821  DYNAMIC HT  -         260.351 (meters)     854.17  (feet)  COMP
 GB0821  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 GB0821
 GB0821  VERT ORDER  -  SECOND    CLASS 0
 GB0821
 GB0821.The horizontal coordinates were scaled from a topographic map and have
 GB0821.an estimated accuracy of +/- 6 seconds.
 GB0821
 GB0821.The orthometric height was determined by differential leveling
 GB0821.and adjusted by the National Geodetic Survey in June 1991..
 GB0821
 GB0821.The geoid height was determined by GEOID03.
 GB0821
 GB0821.The dynamic height is computed by dividing the NAVD 88
 GB0821.geopotential number by the normal gravity value computed on the
 GB0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0821.degrees latitude (g = 980.6199 gals.).
 GB0821
 GB0821.The modeled gravity was interpolated from observed gravity values.
 GB0821
 GB0821;                    North         East    Units  Estimated Accuracy
 GB0821;SPC TN       -   209,610.      766,550.      MT  (+/- 180 meters Scaled)
 GB0821
 GB0821                          SUPERSEDED SURVEY CONTROL
 GB0821
 GB0821  NGVD 29 (??/??/92)  260.705  (m)          855.33   (f) ADJ UNCH    2 0
 GB0821
 GB0821.Superseded values are not recommended for survey control.
 GB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0821.See file dsdata.txt to determine how the superseded data were derived.
 GB0821
 GB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564108(NAD 83)
 GB0821_MARKER: DD = SURVEY DISK
 GB0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0821_SP_SET: CULVERT
 GB0821_STAMPING: 25 1 1964
 GB0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0821
 GB0821  HISTORY     - Date     Condition        Report By
 GB0821  HISTORY     - 1964     MONUMENTED       TNHD
 GB0821
 GB0821                          STATION DESCRIPTION
 GB0821
 GB0821'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0821'1.4 MI SE FROM LAKE CITY.
 GB0821'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0821'AT LAKE CITY, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 1.35 MILES
 GB0821'TO THE MARK ON THE LEFT.  THE MARK IS APPROXIMATELY 100 YARDS
 GB0821'SOUTHWEST OF LAKE CITY HIGH SCHOOL, 20 FEET NORTHEAST OF THE
 GB0821'APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE MARK IS A STANDARD
 GB0821'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GB0821'HOLE IN THE TOP OF A 4 FOOT LONG BOX CULVERT, APPROXIMATELY
 GB0821'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0212 ***********************************************************************
 GC0212  DESIGNATION -  25 1
 GC0212  PID         -  GC0212
 GC0212  STATE/COUNTY-  TN/SUMNER
 GC0212  USGS QUAD   -  BETHPAGE (1994)
 GC0212
 GC0212                         *CURRENT SURVEY CONTROL
 GC0212  ___________________________________________________________________
 GC0212* NAD 83(1986)-  36 23 14.     (N)    086 17 05.     (W)     SCALED    
 GC0212* NAVD 88     -       179.773  (meters)     589.81   (feet)  ADJUSTED  
 GC0212  ___________________________________________________________________
 GC0212  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0212  DYNAMIC HT  -         179.625 (meters)     589.32  (feet)  COMP
 GC0212  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC0212
 GC0212  VERT ORDER  -  SECOND    CLASS 0
 GC0212
 GC0212.The horizontal coordinates were scaled from a topographic map and have
 GC0212.an estimated accuracy of +/- 6 seconds.
 GC0212
 GC0212.The orthometric height was determined by differential leveling
 GC0212.and adjusted by the National Geodetic Survey in June 1991..
 GC0212
 GC0212.The geoid height was determined by GEOID03.
 GC0212
 GC0212.The dynamic height is computed by dividing the NAVD 88
 GC0212.geopotential number by the normal gravity value computed on the
 GC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0212.degrees latitude (g = 980.6199 gals.).
 GC0212
 GC0212.The modeled gravity was interpolated from observed gravity values.
 GC0212
 GC0212;                    North         East    Units  Estimated Accuracy
 GC0212;SPC TN       -   227,920.      574,460.      MT  (+/- 180 meters Scaled)
 GC0212
 GC0212                          SUPERSEDED SURVEY CONTROL
 GC0212
 GC0212  NGVD 29 (??/??/92)  179.835  (m)          590.01   (f) ADJ UNCH    2 0
 GC0212
 GC0212.Superseded values are not recommended for survey control.
 GC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0212.See file dsdata.txt to determine how the superseded data were derived.
 GC0212
 GC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF641271(NAD 83)
 GC0212_MARKER: DD = SURVEY DISK
 GC0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC0212_SP_SET: CULVERT HEADWALL
 GC0212_STAMPING: 25-1 1961
 GC0212_MARK LOGO: TNHD  
 GC0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0212+STABILITY: SURFACE MOTION
 GC0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0212+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 GC0212
 GC0212  HISTORY     - Date     Condition        Report By
 GC0212  HISTORY     - 1961     MONUMENTED       TNHD
 GC0212  HISTORY     - 20010202 GOOD             NGS
 GC0212
 GC0212                          STATION DESCRIPTION
 GC0212
 GC0212'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0212'9 MI E FROM GALLATIN.
 GC0212'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE NORTHEAST TO THE
 GC0212'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 8.9 MILES TO
 GC0212'A 5 FOOT ROUND CONCRETE CULVERT PASSING UNDER STATE ROUTE 25.
 GC0212'THE MARK IS A STANDARD TENNESSEE BENCH MARK CEMENTED IN A
 GC0212'DRILLED HOLE FLUSH WITH THE SURFACE OF THE NORTHWEST END OF THE
 GC0212'EAST HEADWALL OF THE CULVERT AND ABOUT 1 FOOT LOWER THAN THE
 GC0212'PAVEMENT AND 23.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25.
 GC0212
 GC0212                          STATION RECOVERY (2001)
 GC0212
 GC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0212'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GC0212'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 GC0212'HIGHWAY 141), THENCE 11.6 KM WESTERLY ALONG STATE HIGHWAY 25,  IN
 GC0212'TOP OF AND 0.2 M EAST OF THE WEST END OF THE NORTH CONCRETE
 GC0212'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.8 M NORTH OF THE
 GC0212'HIGHWAY CENTERLINE, AND 0.5 M BELOW THE LEVEL OF THE HIGHWAY.
 GC0212'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 GC0212' 
 GC0212'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0796 ***********************************************************************
 GB0796  DESIGNATION -  25 10
 GB0796  PID         -  GB0796
 GB0796  STATE/COUNTY-  TN/KNOX
 GB0796  USGS QUAD   -  POWELL (1976)
 GB0796
 GB0796                         *CURRENT SURVEY CONTROL
 GB0796  ___________________________________________________________________
 GB0796* NAD 83(1986)-  36 00 54.     (N)    084 02 31.     (W)     SCALED    
 GB0796* NAVD 88     -       301.937  (meters)     990.61   (feet)  ADJUSTED  
 GB0796  ___________________________________________________________________
 GB0796  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0796  DYNAMIC HT  -         301.654 (meters)     989.68  (feet)  COMP
 GB0796  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 GB0796
 GB0796  VERT ORDER  -  SECOND    CLASS 0
 GB0796
 GB0796.The horizontal coordinates were scaled from a topographic map and have
 GB0796.an estimated accuracy of +/- 6 seconds.
 GB0796
 GB0796.The orthometric height was determined by differential leveling
 GB0796.and adjusted by the National Geodetic Survey in June 1991..
 GB0796
 GB0796.The geoid height was determined by GEOID03.
 GB0796
 GB0796.The dynamic height is computed by dividing the NAVD 88
 GB0796.geopotential number by the normal gravity value computed on the
 GB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0796.degrees latitude (g = 980.6199 gals.).
 GB0796
 GB0796.The modeled gravity was interpolated from observed gravity values.
 GB0796
 GB0796;                    North         East    Units  Estimated Accuracy
 GB0796;SPC TN       -   188,350.      776,490.      MT  (+/- 180 meters Scaled)
 GB0796
 GB0796                          SUPERSEDED SURVEY CONTROL
 GB0796
 GB0796  NGVD 29 (??/??/92)  302.062  (m)          991.02   (f) ADJ UNCH    2 0
 GB0796
 GB0796.Superseded values are not recommended for survey control.
 GB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0796.See file dsdata.txt to determine how the superseded data were derived.
 GB0796
 GB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE665896(NAD 83)
 GB0796_MARKER: DD = SURVEY DISK
 GB0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0796_SP_SET: CULVERT
 GB0796_STAMPING: 25-10 1964
 GB0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0796
 GB0796  HISTORY     - Date     Condition        Report By
 GB0796  HISTORY     - 1964     MONUMENTED       TNHD
 GB0796  HISTORY     - 1965     GOOD             TNHD
 GB0796
 GB0796                          STATION DESCRIPTION
 GB0796
 GB0796'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0796'3.6 MI NW FROM NORWOOD.
 GB0796'FROM THE FOUNTAIN CITY NORWOOD BRANCH BANK, GO NORTHWEST ON
 GB0796'U.S. HIGHWAY 25W FOR 3.6 MILES TO THE MARK IN THE CENTER OF THE
 GB0796'MEDIAN STRIP OF U.S. HIGHWAY 25W.  THE MARK IS 25 FEET NORTH OF THE
 GB0796'APPROXIMATE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 25W.
 GB0796'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK. CEMENTED
 GB0796'FLUSH IN A DRILLED HOLE IN THE TOP OF THE EAST END OF A 24-INCH
 GB0796'CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0798 ***********************************************************************
 GB0798  DESIGNATION -  25 11
 GB0798  PID         -  GB0798
 GB0798  STATE/COUNTY-  TN/KNOX
 GB0798  USGS QUAD   -  POWELL (1976)
 GB0798
 GB0798                         *CURRENT SURVEY CONTROL
 GB0798  ___________________________________________________________________
 GB0798* NAD 83(1986)-  36 00 24.     (N)    084 01 11.     (W)     SCALED    
 GB0798* NAVD 88     -       335.862  (meters)    1101.91   (feet)  ADJUSTED  
 GB0798  ___________________________________________________________________
 GB0798  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0798  DYNAMIC HT  -         335.547 (meters)    1100.87  (feet)  COMP
 GB0798  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 GB0798
 GB0798  VERT ORDER  -  SECOND    CLASS 0
 GB0798
 GB0798.The horizontal coordinates were scaled from a topographic map and have
 GB0798.an estimated accuracy of +/- 6 seconds.
 GB0798
 GB0798.The orthometric height was determined by differential leveling
 GB0798.and adjusted by the National Geodetic Survey in June 1991..
 GB0798
 GB0798.The geoid height was determined by GEOID03.
 GB0798
 GB0798.The dynamic height is computed by dividing the NAVD 88
 GB0798.geopotential number by the normal gravity value computed on the
 GB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0798.degrees latitude (g = 980.6199 gals.).
 GB0798
 GB0798.The modeled gravity was interpolated from observed gravity values.
 GB0798
 GB0798;                    North         East    Units  Estimated Accuracy
 GB0798;SPC TN       -   187,460.      778,510.      MT  (+/- 180 meters Scaled)
 GB0798
 GB0798                          SUPERSEDED SURVEY CONTROL
 GB0798
 GB0798  NGVD 29 (??/??/92)  335.986  (m)         1102.31   (f) ADJ UNCH    2 0
 GB0798
 GB0798.Superseded values are not recommended for survey control.
 GB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0798.See file dsdata.txt to determine how the superseded data were derived.
 GB0798
 GB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE686887(NAD 83)
 GB0798_MARKER: DD = SURVEY DISK
 GB0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0798_STAMPING: 25-11 1964
 GB0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0798+STABILITY: SURFACE MOTION
 GB0798
 GB0798  HISTORY     - Date     Condition        Report By
 GB0798  HISTORY     - 1964     MONUMENTED       TNHD
 GB0798  HISTORY     - 1965     GOOD             TNHD
 GB0798
 GB0798                          STATION DESCRIPTION
 GB0798
 GB0798'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0798'2 MI NW FROM NORWOOD.
 GB0798'FROM THE FOUNTAIN CITY BANK, NORWOOD BRANCH, GO NORTHWEST ON
 GB0798'U.S. HIGHWAY 25W FOR 2.0 MILES TO THE MARK ON THE LEFT.  THE
 GB0798'MARK IS 40 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST
 GB0798'BOUND LANE OF U.S. HIGHWAY 25W, 2.0 FEET NORTHEAST OF A METAL
 GB0798'WITNESS POST WITH SIGN AND 0.4 FOOT NORTH OF POWER POLE NO. 93.
 GB0798'THE MARK IS A STANDARD TENNESSEE HIGWAY DEPARTMENT DISK SET IN
 GB0798'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0798'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0805 ***********************************************************************
 GB0805  DESIGNATION -  25 12
 GB0805  PID         -  GB0805
 GB0805  STATE/COUNTY-  TN/ANDERSON
 GB0805  USGS QUAD   -  LAKE CITY (1973)
 GB0805
 GB0805                         *CURRENT SURVEY CONTROL
 GB0805  ___________________________________________________________________
 GB0805* NAD 83(1986)-  36 14 59.     (N)    084 10 54.     (W)     SCALED    
 GB0805* NAVD 88     -       287.090  (meters)     941.89   (feet)  ADJUSTED  
 GB0805  ___________________________________________________________________
 GB0805  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0805  DYNAMIC HT  -         286.833 (meters)     941.05  (feet)  COMP
 GB0805  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0805
 GB0805  VERT ORDER  -  SECOND    CLASS 0
 GB0805
 GB0805.The horizontal coordinates were scaled from a topographic map and have
 GB0805.an estimated accuracy of +/- 6 seconds.
 GB0805
 GB0805.The orthometric height was determined by differential leveling
 GB0805.and adjusted by the National Geodetic Survey in June 1991..
 GB0805
 GB0805.The geoid height was determined by GEOID03.
 GB0805
 GB0805.The dynamic height is computed by dividing the NAVD 88
 GB0805.geopotential number by the normal gravity value computed on the
 GB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0805.degrees latitude (g = 980.6199 gals.).
 GB0805
 GB0805.The modeled gravity was interpolated from observed gravity values.
 GB0805
 GB0805;                    North         East    Units  Estimated Accuracy
 GB0805;SPC TN       -   214,140.      763,420.      MT  (+/- 180 meters Scaled)
 GB0805
 GB0805                          SUPERSEDED SURVEY CONTROL
 GB0805
 GB0805  NGVD 29 (??/??/92)  287.200  (m)          942.26   (f) ADJ UNCH    2 0
 GB0805
 GB0805.Superseded values are not recommended for survey control.
 GB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0805.See file dsdata.txt to determine how the superseded data were derived.
 GB0805
 GB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF532153(NAD 83)
 GB0805_MARKER: DD = SURVEY DISK
 GB0805_SETTING: 0 = UNSPECIFIED SETTING
 GB0805_STAMPING: 25 12 1965
 GB0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0805
 GB0805  HISTORY     - Date     Condition        Report By
 GB0805  HISTORY     - 1965     MONUMENTED       TNHD
 GB0805
 GB0805                          STATION DESCRIPTION
 GB0805
 GB0805'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0805'2.8 MI N FROM LAKE CITY.
 GB0805'FROM THE POST OFFICE IN LAKE CITY, ANDERSON COUNTY, GO 2.8
 GB0805'MILES NORTHERLY ON U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT,
 GB0805'32 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND
 GB0805'LANE OF U.S. HIGHWAY 25W AND 3.2 FEET FROM THE NORTH WEST END
 GB0805'OF THE EAST HEAD WALL OF A 3 FOOT BOX CULVERT.  IT IS A STANDARD
 GB0805'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GB0805'HOLE AND THE DISK IS STAMPED 25-12 1965.  THE MARK IS
 GB0805'APPROXIMATELY 2 FEET BELOW THE SURFACE OF U.S. HIGHWAY 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2318 ***********************************************************************
 GB2318  DESIGNATION -  25 13 RESET
 GB2318  PID         -  GB2318
 GB2318  STATE/COUNTY-  TN/ANDERSON
 GB2318  USGS QUAD   -  JACKSBORO (1991)
 GB2318
 GB2318                         *CURRENT SURVEY CONTROL
 GB2318  ___________________________________________________________________
 GB2318* NAD 83(1986)-  36 15 46.     (N)    084 11 25.     (W)     SCALED    
 GB2318* NAVD 88     -       313.11   (meters)    1027.3    (feet)  RESET     
 GB2318  ___________________________________________________________________
 GB2318  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB2318
 GB2318  VERT ORDER  -  THIRD
 GB2318
 GB2318.The horizontal coordinates were scaled from a topographic map and have
 GB2318.an estimated accuracy of +/- 6 seconds.
 GB2318
 GB2318.The orthometric height was computed from unverified reset data.
 GB2318.No vertical observational check was made to the station.
 GB2318
 GB2318.The geoid height was determined by GEOID03.
 GB2318
 GB2318;                    North         East    Units  Estimated Accuracy
 GB2318;SPC TN       -   215,580.      762,620.      MT  (+/- 180 meters Scaled)
 GB2318
 GB2318                          SUPERSEDED SURVEY CONTROL
 GB2318
 GB2318  NGVD 29 (10/12/01)  313.22   (m)         1027.6    (f) RESET       3  
 GB2318
 GB2318.Superseded values are not recommended for survey control.
 GB2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2318.See file dsdata.txt to determine how the superseded data were derived.
 GB2318
 GB2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF524167(NAD 83)
 GB2318_MARKER: DB = BENCH MARK DISK
 GB2318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GB2318_SP_SET: LANE DIVIDER
 GB2318_STAMPING: 25 13 THD RESET 1979
 GB2318_MARK LOGO: NGS   
 GB2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2318+STABILITY: POSITION/ELEVATION WELL
 GB2318
 GB2318  HISTORY     - Date     Condition        Report By
 GB2318  HISTORY     - 1979     MONUMENTED       NGS
 GB2318
 GB2318                          STATION DESCRIPTION
 GB2318
 GB2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GB2318'2.7 MI NORTH FROM LAKE CITY.
 GB2318'2.7 MILE NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM ITS JUNCTION
 GB2318'WITH U.S. HIGHWAY 25 WEST AT THE NORTH EDGE OF LAKE CITY, IN THE
 GB2318'TOP AND CENTER OF A CONCRETE LANE DIVIDER CONNECTED TO THE CENTER
 GB2318'PIER OF OVER PASS OF THE LAND AND RAILROAD OVER INTERSTATE HIGHWAY
 GB2318'75, 47 FEET SOUTHEAST OF THE CENTER OF THE MIDDLE PIER OF THE
 GB2318'OVERPASS, AND 11 FEET NORTHWEST OF THE SOUTHEAST END OF THE DIVIDER.
 GB2318'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0807 ***********************************************************************
 GB0807  DESIGNATION -  25 14
 GB0807  PID         -  GB0807
 GB0807  STATE/COUNTY-  TN/ANDERSON
 GB0807  USGS QUAD   -  JACKSBORO (1991)
 GB0807
 GB0807                         *CURRENT SURVEY CONTROL
 GB0807  ___________________________________________________________________
 GB0807* NAD 83(1986)-  36 16 21.     (N)    084 11 59.     (W)     SCALED    
 GB0807* NAVD 88     -       354.285  (meters)    1162.35   (feet)  ADJUSTED  
 GB0807  ___________________________________________________________________
 GB0807  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB0807  DYNAMIC HT  -         353.969 (meters)    1161.31  (feet)  COMP
 GB0807  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GB0807
 GB0807  VERT ORDER  -  SECOND    CLASS 0
 GB0807
 GB0807.The horizontal coordinates were scaled from a topographic map and have
 GB0807.an estimated accuracy of +/- 6 seconds.
 GB0807
 GB0807.The orthometric height was determined by differential leveling
 GB0807.and adjusted by the National Geodetic Survey in June 1991..
 GB0807
 GB0807.The geoid height was determined by GEOID03.
 GB0807
 GB0807.The dynamic height is computed by dividing the NAVD 88
 GB0807.geopotential number by the normal gravity value computed on the
 GB0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0807.degrees latitude (g = 980.6199 gals.).
 GB0807
 GB0807.The modeled gravity was interpolated from observed gravity values.
 GB0807
 GB0807;                    North         East    Units  Estimated Accuracy
 GB0807;SPC TN       -   216,640.      761,750.      MT  (+/- 180 meters Scaled)
 GB0807
 GB0807                          SUPERSEDED SURVEY CONTROL
 GB0807
 GB0807  NGVD 29 (??/??/92)  354.390  (m)         1162.69   (f) ADJ UNCH    2 0
 GB0807
 GB0807.Superseded values are not recommended for survey control.
 GB0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0807.See file dsdata.txt to determine how the superseded data were derived.
 GB0807
 GB0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF515178(NAD 83)
 GB0807_MARKER: DD = SURVEY DISK
 GB0807_SETTING: 0 = UNSPECIFIED SETTING
 GB0807_STAMPING: 25 14 1965
 GB0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0807
 GB0807  HISTORY     - Date     Condition        Report By
 GB0807  HISTORY     - 1965     MONUMENTED       TNHD
 GB0807
 GB0807                          STATION DESCRIPTION
 GB0807
 GB0807'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0807'4.9 MI N FROM LAKE CITY.
 GB0807'FROM THE POST OFFICE IN LAKE CITY, GO 4.9 MILES NORTHERLY ON
 GB0807'U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 17 FEET NORTHEAST
 GB0807'OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF U.S.
 GB0807'HIGHWAY 25W AND 4 FEET SOUTHEAST OF THE NORTHWEST END OF A
 GB0807'BRIDGE OVER THE SOUTHERN RAILROAD.  THE MARK IS A STANDARD
 GB0807'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GB0807'HOLE APPROXIMATELY 1 FOOT ABOVE THE SURFACE OF U.S. HIGHWAY 25W
 GB0807'AND THE DISK IS STAMPED 25-14 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0808 ***********************************************************************
 GB0808  DESIGNATION -  25 15
 GB0808  PID         -  GB0808
 GB0808  STATE/COUNTY-  TN/CAMPBELL
 GB0808  USGS QUAD   -  JACKSBORO (1991)
 GB0808
 GB0808                         *CURRENT SURVEY CONTROL
 GB0808  ___________________________________________________________________
 GB0808* NAD 83(1986)-  36 17 03.     (N)    084 12 41.     (W)     SCALED    
 GB0808* NAVD 88     -       373.203  (meters)    1224.42   (feet)  ADJUSTED  
 GB0808  ___________________________________________________________________
 GB0808  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB0808  DYNAMIC HT  -         372.872 (meters)    1223.33  (feet)  COMP
 GB0808  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 GB0808
 GB0808  VERT ORDER  -  SECOND    CLASS 0
 GB0808
 GB0808.The horizontal coordinates were scaled from a topographic map and have
 GB0808.an estimated accuracy of +/- 6 seconds.
 GB0808
 GB0808.The orthometric height was determined by differential leveling
 GB0808.and adjusted by the National Geodetic Survey in June 1991..
 GB0808
 GB0808.The geoid height was determined by GEOID03.
 GB0808
 GB0808.The dynamic height is computed by dividing the NAVD 88
 GB0808.geopotential number by the normal gravity value computed on the
 GB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0808.degrees latitude (g = 980.6199 gals.).
 GB0808
 GB0808.The modeled gravity was interpolated from observed gravity values.
 GB0808
 GB0808;                    North         East    Units  Estimated Accuracy
 GB0808;SPC TN       -   217,910.      760,680.      MT  (+/- 180 meters Scaled)
 GB0808
 GB0808                          SUPERSEDED SURVEY CONTROL
 GB0808
 GB0808  NGVD 29 (??/??/92)  373.308  (m)         1224.76   (f) ADJ UNCH    2 0
 GB0808
 GB0808.Superseded values are not recommended for survey control.
 GB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0808.See file dsdata.txt to determine how the superseded data were derived.
 GB0808
 GB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504190(NAD 83)
 GB0808_MARKER: DD = SURVEY DISK
 GB0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0808_STAMPING: 25 15 1965
 GB0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0808+STABILITY: SURFACE MOTION
 GB0808
 GB0808  HISTORY     - Date     Condition        Report By
 GB0808  HISTORY     - 1965     MONUMENTED       TNHD
 GB0808
 GB0808                          STATION DESCRIPTION
 GB0808
 GB0808'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0808'6 MI N FROM LAKE CITY.
 GB0808'FROM THE POST OFFICE IN LAKE CITY, GO 6.0 MILES NORTHERLY ON
 GB0808'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 26 FEET SOUTHWEST OF
 GB0808'THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 GB0808'25W AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 GB0808'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0808'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0808'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0809 ***********************************************************************
 GB0809  DESIGNATION -  25 16
 GB0809  PID         -  GB0809
 GB0809  STATE/COUNTY-  TN/CAMPBELL
 GB0809  USGS QUAD   -  JACKSBORO (1991)
 GB0809
 GB0809                         *CURRENT SURVEY CONTROL
 GB0809  ___________________________________________________________________
 GB0809* NAD 83(1986)-  36 18 36.     (N)    084 12 38.     (W)     SCALED    
 GB0809* NAVD 88     -       317.815  (meters)    1042.70   (feet)  ADJUSTED  
 GB0809  ___________________________________________________________________
 GB0809  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0809  DYNAMIC HT  -         317.535 (meters)    1041.78  (feet)  COMP
 GB0809  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 GB0809
 GB0809  VERT ORDER  -  SECOND    CLASS 0
 GB0809
 GB0809.The horizontal coordinates were scaled from a topographic map and have
 GB0809.an estimated accuracy of +/- 6 seconds.
 GB0809
 GB0809.The orthometric height was determined by differential leveling
 GB0809.and adjusted by the National Geodetic Survey in June 1991..
 GB0809
 GB0809.The geoid height was determined by GEOID03.
 GB0809
 GB0809.The dynamic height is computed by dividing the NAVD 88
 GB0809.geopotential number by the normal gravity value computed on the
 GB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0809.degrees latitude (g = 980.6199 gals.).
 GB0809
 GB0809.The modeled gravity was interpolated from observed gravity values.
 GB0809
 GB0809;                    North         East    Units  Estimated Accuracy
 GB0809;SPC TN       -   220,780.      760,700.      MT  (+/- 180 meters Scaled)
 GB0809
 GB0809                          SUPERSEDED SURVEY CONTROL
 GB0809
 GB0809  NGVD 29 (??/??/92)  317.918  (m)         1043.04   (f) ADJ UNCH    2 0
 GB0809
 GB0809.Superseded values are not recommended for survey control.
 GB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0809.See file dsdata.txt to determine how the superseded data were derived.
 GB0809
 GB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504219(NAD 83)
 GB0809_MARKER: DD = SURVEY DISK
 GB0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0809_STAMPING: 25 16 1965
 GB0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0809+STABILITY: SURFACE MOTION
 GB0809
 GB0809  HISTORY     - Date     Condition        Report By
 GB0809  HISTORY     - 1965     MONUMENTED       TNHD
 GB0809
 GB0809                          STATION DESCRIPTION
 GB0809
 GB0809'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0809'2.3 MI S FROM JACKSBORO.
 GB0809'FROM THE COURT HOUSE IN JACKSONBORO, GO 2.3 MILES SOUTHERLY
 GB0809'ON U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 98 FEET WEST OF A
 GB0809'BRIDGE OVER COVE LAKE, 90 FEET NORTHWEST OF THE APPROXIMATE
 GB0809'CENTER OF U.S. HIGHWAY 25W AND 1.7 FEET EAST OF A TELEPHONE
 GB0809'POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0809'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 GB0809'GROUND AND STAMPED 25-16 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0810 ***********************************************************************
 GB0810  DESIGNATION -  25 17
 GB0810  PID         -  GB0810
 GB0810  STATE/COUNTY-  TN/CAMPBELL
 GB0810  USGS QUAD   -  JACKSBORO (1991)
 GB0810
 GB0810                         *CURRENT SURVEY CONTROL
 GB0810  ___________________________________________________________________
 GB0810* NAD 83(1986)-  36 19 13.     (N)    084 11 52.     (W)     SCALED    
 GB0810* NAVD 88     -       332.827  (meters)    1091.95   (feet)  ADJUSTED  
 GB0810  ___________________________________________________________________
 GB0810  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0810  DYNAMIC HT  -         332.535 (meters)    1090.99  (feet)  COMP
 GB0810  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GB0810
 GB0810  VERT ORDER  -  SECOND    CLASS 0
 GB0810
 GB0810.The horizontal coordinates were scaled from a topographic map and have
 GB0810.an estimated accuracy of +/- 6 seconds.
 GB0810
 GB0810.The orthometric height was determined by differential leveling
 GB0810.and adjusted by the National Geodetic Survey in June 1991..
 GB0810
 GB0810.The geoid height was determined by GEOID03.
 GB0810
 GB0810.The dynamic height is computed by dividing the NAVD 88
 GB0810.geopotential number by the normal gravity value computed on the
 GB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0810.degrees latitude (g = 980.6199 gals.).
 GB0810
 GB0810.The modeled gravity was interpolated from observed gravity values.
 GB0810
 GB0810;                    North         East    Units  Estimated Accuracy
 GB0810;SPC TN       -   221,940.      761,820.      MT  (+/- 180 meters Scaled)
 GB0810
 GB0810                          SUPERSEDED SURVEY CONTROL
 GB0810
 GB0810  NGVD 29 (??/??/92)  332.930  (m)         1092.29   (f) ADJ UNCH    2 0
 GB0810
 GB0810.Superseded values are not recommended for survey control.
 GB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0810.See file dsdata.txt to determine how the superseded data were derived.
 GB0810
 GB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF515231(NAD 83)
 GB0810_MARKER: DD = SURVEY DISK
 GB0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0810_STAMPING: 25 17 1965
 GB0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0810+STABILITY: SURFACE MOTION
 GB0810
 GB0810  HISTORY     - Date     Condition        Report By
 GB0810  HISTORY     - 1965     MONUMENTED       TNHD
 GB0810
 GB0810                          STATION DESCRIPTION
 GB0810
 GB0810'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0810'1.2 MI S FROM JACKSBORO.
 GB0810'FROM THE COURT HOUSE IN JACKSBORO, GO 1.2 MILES SOUTHERLY ON
 GB0810'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 52 FEET SOUTHEAST
 GB0810'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 8 FEET WEST OF
 GB0810'A 15-INCH PINE TREE AND 1.7 FEET SOUTHEAST OF A METAL WITNESS
 GB0810'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0810'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0810'MONUMENT, FLUSH WITH THE GROUND AND STAMPED 25-17 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0811 ***********************************************************************
 GB0811  DESIGNATION -  25 18
 GB0811  PID         -  GB0811
 GB0811  STATE/COUNTY-  TN/CAMPBELL
 GB0811  USGS QUAD   -  JACKSBORO (1991)
 GB0811
 GB0811                         *CURRENT SURVEY CONTROL
 GB0811  ___________________________________________________________________
 GB0811* NAD 83(1986)-  36 19 47.     (N)    084 11 08.     (W)     SCALED    
 GB0811* NAVD 88     -       325.892  (meters)    1069.20   (feet)  ADJUSTED  
 GB0811  ___________________________________________________________________
 GB0811  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB0811  DYNAMIC HT  -         325.605 (meters)    1068.26  (feet)  COMP
 GB0811  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 GB0811
 GB0811  VERT ORDER  -  SECOND    CLASS 0
 GB0811
 GB0811.The horizontal coordinates were scaled from a topographic map and have
 GB0811.an estimated accuracy of +/- 6 seconds.
 GB0811
 GB0811.The orthometric height was determined by differential leveling
 GB0811.and adjusted by the National Geodetic Survey in June 1991..
 GB0811
 GB0811.The geoid height was determined by GEOID03.
 GB0811
 GB0811.The dynamic height is computed by dividing the NAVD 88
 GB0811.geopotential number by the normal gravity value computed on the
 GB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0811.degrees latitude (g = 980.6199 gals.).
 GB0811
 GB0811.The modeled gravity was interpolated from observed gravity values.
 GB0811
 GB0811;                    North         East    Units  Estimated Accuracy
 GB0811;SPC TN       -   223,010.      762,900.      MT  (+/- 180 meters Scaled)
 GB0811
 GB0811                          SUPERSEDED SURVEY CONTROL
 GB0811
 GB0811  NGVD 29 (??/??/92)  325.993  (m)         1069.53   (f) ADJ UNCH    2 0
 GB0811
 GB0811.Superseded values are not recommended for survey control.
 GB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0811.See file dsdata.txt to determine how the superseded data were derived.
 GB0811
 GB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF526241(NAD 83)
 GB0811_MARKER: DD = SURVEY DISK
 GB0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0811_STAMPING: 25 18 1965
 GB0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0811+STABILITY: SURFACE MOTION
 GB0811
 GB0811  HISTORY     - Date     Condition        Report By
 GB0811  HISTORY     - 1965     MONUMENTED       TNHD
 GB0811
 GB0811                          STATION DESCRIPTION
 GB0811
 GB0811'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0811'AT JACKSBORO.
 GB0811'FROM THE COURT HOUSE IN JACKSBORO, GO 0.2 MILE SOUTHERLY ON
 GB0811'U.S. HIGHWAY 25W TO THE MARK ON RIGHT, 41 FEET NORTHWEST OF
 GB0811'THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 18 FEET SOUTHWEST OF
 GB0811'THE APPROXIMATE CENTER OF A SMALL PAVED ROAD LEADING NORTHWEST
 GB0811'AND 7.5 FEET NORTHEAST OF A 16-INCH ELM TREE.  THE MARK IS A
 GB0811'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0811'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0815 ***********************************************************************
 GB0815  DESIGNATION -  25 19
 GB0815  PID         -  GB0815
 GB0815  STATE/COUNTY-  TN/CAMPBELL
 GB0815  USGS QUAD   -  JACKSBORO (1991)
 GB0815
 GB0815                         *CURRENT SURVEY CONTROL
 GB0815  ___________________________________________________________________
 GB0815* NAD 83(1986)-  36 20 49.     (N)    084 09 38.     (W)     SCALED    
 GB0815* NAVD 88     -       338.771  (meters)    1111.45   (feet)  ADJUSTED  
 GB0815  ___________________________________________________________________
 GB0815  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB0815  DYNAMIC HT  -         338.470 (meters)    1110.46  (feet)  COMP
 GB0815  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 GB0815
 GB0815  VERT ORDER  -  SECOND    CLASS 0
 GB0815
 GB0815.The horizontal coordinates were scaled from a topographic map and have
 GB0815.an estimated accuracy of +/- 6 seconds.
 GB0815
 GB0815.The orthometric height was determined by differential leveling
 GB0815.and adjusted by the National Geodetic Survey in June 1991..
 GB0815
 GB0815.The geoid height was determined by GEOID03.
 GB0815
 GB0815.The dynamic height is computed by dividing the NAVD 88
 GB0815.geopotential number by the normal gravity value computed on the
 GB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0815.degrees latitude (g = 980.6199 gals.).
 GB0815
 GB0815.The modeled gravity was interpolated from observed gravity values.
 GB0815
 GB0815;                    North         East    Units  Estimated Accuracy
 GB0815;SPC TN       -   224,960.      765,110.      MT  (+/- 180 meters Scaled)
 GB0815
 GB0815                          SUPERSEDED SURVEY CONTROL
 GB0815
 GB0815  NGVD 29 (??/??/92)  338.869  (m)         1111.77   (f) ADJ UNCH    2 0
 GB0815
 GB0815.Superseded values are not recommended for survey control.
 GB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0815.See file dsdata.txt to determine how the superseded data were derived.
 GB0815
 GB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF548261(NAD 83)
 GB0815_MARKER: DD = SURVEY DISK
 GB0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0815_SP_SET: CULVERT
 GB0815_STAMPING: 25 19 1965
 GB0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0815
 GB0815  HISTORY     - Date     Condition        Report By
 GB0815  HISTORY     - 1965     MONUMENTED       TNHD
 GB0815
 GB0815                          STATION DESCRIPTION
 GB0815
 GB0815'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0815'1.7 MI N FROM JACKSBORO.
 GB0815'FROM THE COURT HOUSE IN JACKSBORO, GO 1.7 MILES NORTHERLY ON
 GB0815'U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 35 FEET WEST OF
 GB0815'TELEPHONE POLE NO. 728, 32 FEET SOUTHEAST OF THE APPROXIMATE
 GB0815'CENTER OF U.S. HIGHWAY 25W, 14 FEET SOUTHWEST OF A DRIVEWAY
 GB0815'LEADING SOUTHEAST.  THE MARK IS CEMENTED FLUSH IN A DRILLED HOLE
 GB0815'IN THE CENTER OF THE SOUTHWEST END OF A 1 FOOT PIPE CULVERT.  THE
 GB0815'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED
 GB0815'25-19 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0822 ***********************************************************************
 GB0822  DESIGNATION -  25 2
 GB0822  PID         -  GB0822
 GB0822  STATE/COUNTY-  TN/ANDERSON
 GB0822  USGS QUAD   -  LAKE CITY (1973)
 GB0822
 GB0822                         *CURRENT SURVEY CONTROL
 GB0822  ___________________________________________________________________
 GB0822* NAD 83(1986)-  36 11 55.     (N)    084 08 40.     (W)     SCALED    
 GB0822* NAVD 88     -       271.016  (meters)     889.16   (feet)  ADJUSTED  
 GB0822  ___________________________________________________________________
 GB0822  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB0822  DYNAMIC HT  -         270.772 (meters)     888.36  (feet)  COMP
 GB0822  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 GB0822
 GB0822  VERT ORDER  -  SECOND    CLASS 0
 GB0822
 GB0822.The horizontal coordinates were scaled from a topographic map and have
 GB0822.an estimated accuracy of +/- 6 seconds.
 GB0822
 GB0822.The orthometric height was determined by differential leveling
 GB0822.and adjusted by the National Geodetic Survey in June 1991..
 GB0822
 GB0822.The geoid height was determined by GEOID03.
 GB0822
 GB0822.The dynamic height is computed by dividing the NAVD 88
 GB0822.geopotential number by the normal gravity value computed on the
 GB0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0822.degrees latitude (g = 980.6199 gals.).
 GB0822
 GB0822.The modeled gravity was interpolated from observed gravity values.
 GB0822
 GB0822;                    North         East    Units  Estimated Accuracy
 GB0822;SPC TN       -   208,540.      766,870.      MT  (+/- 180 meters Scaled)
 GB0822
 GB0822                          SUPERSEDED SURVEY CONTROL
 GB0822
 GB0822  NGVD 29 (??/??/92)  271.140  (m)          889.57   (f) ADJ UNCH    2 0
 GB0822
 GB0822.Superseded values are not recommended for survey control.
 GB0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0822.See file dsdata.txt to determine how the superseded data were derived.
 GB0822
 GB0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567097(NAD 83)
 GB0822_MARKER: DD = SURVEY DISK
 GB0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0822_STAMPING: 25 2 1964
 GB0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0822+STABILITY: SURFACE MOTION
 GB0822
 GB0822  HISTORY     - Date     Condition        Report By
 GB0822  HISTORY     - 1964     MONUMENTED       TNHD
 GB0822
 GB0822                          STATION DESCRIPTION
 GB0822
 GB0822'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0822'2.1 MI SE FROM LAKE CITY.
 GB0822'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0822'AT LAKE CITY, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 2.1 MILES
 GB0822'TO THE MARK ON THE RIGHT.  THE MARK IS 53 FEET SOUTH OF A
 GB0822'TENNESSEE HIGHWAY RIGHT-OF-WAY MARKER, 25 FEET WEST OF THE
 GB0822'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET EAST OF TELEPHONE
 GB0822'POLE NO. 95, AND 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 GB0822'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0822'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0822'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0204 ***********************************************************************
 GC0204  DESIGNATION -  25 2
 GC0204  PID         -  GC0204
 GC0204  STATE/COUNTY-  TN/SUMNER
 GC0204  USGS QUAD   -  BETHPAGE (1994)
 GC0204
 GC0204                         *CURRENT SURVEY CONTROL
 GC0204  ___________________________________________________________________
 GC0204* NAD 83(1986)-  36 23 45.     (N)    086 19 08.     (W)     SCALED    
 GC0204* NAVD 88     -       151.694  (meters)     497.68   (feet)  ADJUSTED  
 GC0204  ___________________________________________________________________
 GC0204  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0204  DYNAMIC HT  -         151.570 (meters)     497.28  (feet)  COMP
 GC0204  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GC0204
 GC0204  VERT ORDER  -  SECOND    CLASS 0
 GC0204
 GC0204.The horizontal coordinates were scaled from a topographic map and have
 GC0204.an estimated accuracy of +/- 6 seconds.
 GC0204
 GC0204.The orthometric height was determined by differential leveling
 GC0204.and adjusted by the National Geodetic Survey in June 1991..
 GC0204
 GC0204.The geoid height was determined by GEOID03.
 GC0204
 GC0204.The dynamic height is computed by dividing the NAVD 88
 GC0204.geopotential number by the normal gravity value computed on the
 GC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0204.degrees latitude (g = 980.6199 gals.).
 GC0204
 GC0204.The modeled gravity was interpolated from observed gravity values.
 GC0204
 GC0204;                    North         East    Units  Estimated Accuracy
 GC0204;SPC TN       -   228,880.      571,390.      MT  (+/- 180 meters Scaled)
 GC0204
 GC0204                          SUPERSEDED SURVEY CONTROL
 GC0204
 GC0204  NGVD 29 (??/??/92)  151.761  (m)          497.90   (f) ADJ UNCH    2 0
 GC0204
 GC0204.Superseded values are not recommended for survey control.
 GC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0204.See file dsdata.txt to determine how the superseded data were derived.
 GC0204
 GC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF610280(NAD 83)
 GC0204_MARKER: DD = SURVEY DISK
 GC0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0204_SP_SET: CULVERT
 GC0204_STAMPING: 25-2 1961
 GC0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0204
 GC0204  HISTORY     - Date     Condition        Report By
 GC0204  HISTORY     - 1961     MONUMENTED       TNHD
 GC0204
 GC0204                          STATION DESCRIPTION
 GC0204
 GC0204'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0204'8 MI E FROM GALLATIN.
 GC0204'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILES NORTHEAST TO THE
 GC0204'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 6.9 MILES
 GC0204'TO A PAVED ROAD RIGHT.  THE MARK IS A STANDARD TENNESSEE BENCH
 GC0204'MARK FLUSH WITH THE SURFACE OF THE SOUTH END OF THE WEST WALL OF
 GC0204'AND 18 FOOT ROUND CONCRETE CULVERT PASSING UNDER THE PAVED ROAD
 GC0204'AND PARALLEL WITH STATE ROUTE 25, 30 FEET WEST OF CENTERLINE
 GC0204'OF PAVED ROAD, 55 FEET SOUTH OF CENTERLINE OF STATE ROUTE 25
 GC0204'AND IS ABOUT 1 FOOT LOWER THAN THE PAVEMENT.  THE DISK IS
 GC0204'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0819 ***********************************************************************
 GB0819  DESIGNATION -  25 20
 GB0819  PID         -  GB0819
 GB0819  STATE/COUNTY-  TN/CAMPBELL
 GB0819  USGS QUAD   -  JACKSBORO (1991)
 GB0819
 GB0819                         *CURRENT SURVEY CONTROL
 GB0819  ___________________________________________________________________
 GB0819* NAD 83(1986)-  36 21 45.     (N)    084 08 25.     (W)     SCALED    
 GB0819* NAVD 88     -       335.309  (meters)    1100.09   (feet)  ADJUSTED  
 GB0819  ___________________________________________________________________
 GB0819  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0819  DYNAMIC HT  -         335.010 (meters)    1099.11  (feet)  COMP
 GB0819  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GB0819
 GB0819  VERT ORDER  -  SECOND    CLASS 0
 GB0819
 GB0819.The horizontal coordinates were scaled from a topographic map and have
 GB0819.an estimated accuracy of +/- 6 seconds.
 GB0819
 GB0819.The orthometric height was determined by differential leveling
 GB0819.and adjusted by the National Geodetic Survey in June 1991..
 GB0819
 GB0819.The geoid height was determined by GEOID03.
 GB0819
 GB0819.The dynamic height is computed by dividing the NAVD 88
 GB0819.geopotential number by the normal gravity value computed on the
 GB0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0819.degrees latitude (g = 980.6199 gals.).
 GB0819
 GB0819.The modeled gravity was interpolated from observed gravity values.
 GB0819
 GB0819;                    North         East    Units  Estimated Accuracy
 GB0819;SPC TN       -   226,720.      766,900.      MT  (+/- 180 meters Scaled)
 GB0819
 GB0819                          SUPERSEDED SURVEY CONTROL
 GB0819
 GB0819  NGVD 29 (??/??/92)  335.407  (m)         1100.41   (f) ADJ UNCH    2 0
 GB0819
 GB0819.Superseded values are not recommended for survey control.
 GB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0819.See file dsdata.txt to determine how the superseded data were derived.
 GB0819
 GB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF565279(NAD 83)
 GB0819_MARKER: DD = SURVEY DISK
 GB0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0819_SP_SET: CULVERT
 GB0819_STAMPING: 25 20 1965
 GB0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0819
 GB0819  HISTORY     - Date     Condition        Report By
 GB0819  HISTORY     - 1965     MONUMENTED       TNHD
 GB0819
 GB0819                          STATION DESCRIPTION
 GB0819
 GB0819'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0819'1.5 MI S FROM LA FOLLETTE.
 GB0819'FROM THE LA FOLLETTE JR. HIGH SCHOOL, GO 1.5 MILES SOUTHERLY ON
 GB0819'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 16 FEET SOUTHEAST OF
 GB0819'THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 15 FEET SOUTHWEST
 GB0819'OF THE APPROXIMATE CENTER OF A ROAD LEADING NORTHERLY.  THE
 GB0819'MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN THE APPROXIMATE
 GB0819'CENTER OF THE SOUTHEAST END OF A 1 FOOT PIPE CULVERT.  THE MARK
 GB0819'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, STAMPED 25-20
 GB0819'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0820 ***********************************************************************
 GB0820  DESIGNATION -  25 3
 GB0820  PID         -  GB0820
 GB0820  STATE/COUNTY-  TN/ANDERSON
 GB0820  USGS QUAD   -  LAKE CITY (1973)
 GB0820
 GB0820                         *CURRENT SURVEY CONTROL
 GB0820  ___________________________________________________________________
 GB0820* NAD 83(1986)-  36 12 40.     (N)    084 09 00.     (W)     SCALED    
 GB0820* NAVD 88     -       273.085  (meters)     895.95   (feet)  ADJUSTED  
 GB0820  ___________________________________________________________________
 GB0820  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0820  DYNAMIC HT  -         272.839 (meters)     895.14  (feet)  COMP
 GB0820  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 GB0820
 GB0820  VERT ORDER  -  SECOND    CLASS 0
 GB0820
 GB0820.The horizontal coordinates were scaled from a topographic map and have
 GB0820.an estimated accuracy of +/- 6 seconds.
 GB0820
 GB0820.The orthometric height was determined by differential leveling
 GB0820.and adjusted by the National Geodetic Survey in June 1991..
 GB0820
 GB0820.The geoid height was determined by GEOID03.
 GB0820
 GB0820.The dynamic height is computed by dividing the NAVD 88
 GB0820.geopotential number by the normal gravity value computed on the
 GB0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0820.degrees latitude (g = 980.6199 gals.).
 GB0820
 GB0820.The modeled gravity was interpolated from observed gravity values.
 GB0820
 GB0820;                    North         East    Units  Estimated Accuracy
 GB0820;SPC TN       -   209,910.      766,340.      MT  (+/- 180 meters Scaled)
 GB0820
 GB0820                          SUPERSEDED SURVEY CONTROL
 GB0820
 GB0820  NGVD 29 (??/??/92)  273.203  (m)          896.33   (f) ADJ UNCH    2 0
 GB0820
 GB0820.Superseded values are not recommended for survey control.
 GB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0820.See file dsdata.txt to determine how the superseded data were derived.
 GB0820
 GB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF562111(NAD 83)
 GB0820_MARKER: DD = SURVEY DISK
 GB0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0820_STAMPING: 25 3 1964
 GB0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0820+STABILITY: SURFACE MOTION
 GB0820
 GB0820  HISTORY     - Date     Condition        Report By
 GB0820  HISTORY     - 1964     MONUMENTED       TNHD
 GB0820
 GB0820                          STATION DESCRIPTION
 GB0820
 GB0820'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0820'1.1 MI SE FROM LAKE CITY.
 GB0820'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0820'AT LAKE CITY, GO 1.1 MILES SOUTHEAST ON U.S. HIGHWAY 25W TO THE
 GB0820'MARK ON THE LEFT.  THE MARK IS APPROXIMATELY 50 YARDS
 GB0820'SOUTHEAST OF A TEXACO SERVICE STATION, 40 FEET SOUTHWEST OF
 GB0820'THE SOUTHWEST CORNER OR A WHITE FRAME HOUSE, 27 FEET NORTHEAST
 GB0820'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25 W AND 2 FEET
 GB0820'SOUTHEAST OF TELEPHONE POLE NO. 2.  THE MARK IS A STANDARD
 GB0820'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0820'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0198 ***********************************************************************
 GC0198  DESIGNATION -  25 3
 GC0198  PID         -  GC0198
 GC0198  STATE/COUNTY-  TN/SUMNER
 GC0198  USGS QUAD   -  BETHPAGE (1994)
 GC0198
 GC0198                         *CURRENT SURVEY CONTROL
 GC0198  ___________________________________________________________________
 GC0198* NAD 83(1986)-  36 23 55.     (N)    086 21 18.     (W)     SCALED    
 GC0198* NAVD 88     -       159.592  (meters)     523.59   (feet)  ADJUSTED  
 GC0198  ___________________________________________________________________
 GC0198  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0198  DYNAMIC HT  -         159.462 (meters)     523.17  (feet)  COMP
 GC0198  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GC0198
 GC0198  VERT ORDER  -  SECOND    CLASS 0
 GC0198
 GC0198.The horizontal coordinates were scaled from a topographic map and have
 GC0198.an estimated accuracy of +/- 6 seconds.
 GC0198
 GC0198.The orthometric height was determined by differential leveling
 GC0198.and adjusted by the National Geodetic Survey in June 1991..
 GC0198
 GC0198.The geoid height was determined by GEOID03.
 GC0198
 GC0198.The dynamic height is computed by dividing the NAVD 88
 GC0198.geopotential number by the normal gravity value computed on the
 GC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0198.degrees latitude (g = 980.6199 gals.).
 GC0198
 GC0198.The modeled gravity was interpolated from observed gravity values.
 GC0198
 GC0198;                    North         East    Units  Estimated Accuracy
 GC0198;SPC TN       -   229,200.      568,150.      MT  (+/- 180 meters Scaled)
 GC0198
 GC0198                          SUPERSEDED SURVEY CONTROL
 GC0198
 GC0198  NGVD 29 (??/??/??)  159.69   (m)          523.9    (f) RESET       3  
 GC0198
 GC0198.Superseded values are not recommended for survey control.
 GC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0198.See file dsdata.txt to determine how the superseded data were derived.
 GC0198
 GC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF578283(NAD 83)
 GC0198_MARKER: DD = SURVEY DISK
 GC0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0198_SP_SET: CULVERT
 GC0198_STAMPING: 25-3 1961
 GC0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0198
 GC0198  HISTORY     - Date     Condition        Report By
 GC0198  HISTORY     - 1961     MONUMENTED       TNHD
 GC0198
 GC0198                          STATION DESCRIPTION
 GC0198
 GC0198'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0198'6 MI E FROM GALLATIN.
 GC0198'FROM THE COURTHOUSE AT GALLATIN GO 0.8 MILES NORTHEAST ON U.S.
 GC0198'31E. TO THE INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND
 GC0198'GO 4.8 MILES ON STATE ROUTE 25 TO A 5 FOOT ROUND CONCRETE CULVERT.
 GC0198'THE MARK IS 23.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25.
 GC0198'THE MARK IS A STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILL
 GC0198'HOLE FLUSH WITH THE SURFACE OF THE WEST END OF THE NORTH HEADWALL
 GC0198'OF THE CULVERT ABOUT 1 INCH LOWER THAN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0197 ***********************************************************************
 GC0197  DESIGNATION -  25 4
 GC0197  PID         -  GC0197
 GC0197  STATE/COUNTY-  TN/SUMNER
 GC0197  USGS QUAD   -  GALLATIN (1983)
 GC0197
 GC0197                         *CURRENT SURVEY CONTROL
 GC0197  ___________________________________________________________________
 GC0197* NAD 83(1986)-  36 23 44.     (N)    086 22 33.     (W)     SCALED    
 GC0197* NAVD 88     -       170.820  (meters)     560.43   (feet)  ADJUSTED  
 GC0197  ___________________________________________________________________
 GC0197  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0197  DYNAMIC HT  -         170.680 (meters)     559.97  (feet)  COMP
 GC0197  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GC0197
 GC0197  VERT ORDER  -  SECOND    CLASS 0
 GC0197
 GC0197.The horizontal coordinates were scaled from a topographic map and have
 GC0197.an estimated accuracy of +/- 6 seconds.
 GC0197
 GC0197.The orthometric height was determined by differential leveling
 GC0197.and adjusted by the National Geodetic Survey in June 1991..
 GC0197
 GC0197.The geoid height was determined by GEOID03.
 GC0197
 GC0197.The dynamic height is computed by dividing the NAVD 88
 GC0197.geopotential number by the normal gravity value computed on the
 GC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0197.degrees latitude (g = 980.6199 gals.).
 GC0197
 GC0197.The modeled gravity was interpolated from observed gravity values.
 GC0197
 GC0197;                    North         East    Units  Estimated Accuracy
 GC0197;SPC TN       -   228,870.      566,280.      MT  (+/- 180 meters Scaled)
 GC0197
 GC0197                          SUPERSEDED SURVEY CONTROL
 GC0197
 GC0197  NGVD 29 (??/??/92)  170.890  (m)          560.66   (f) ADJ UNCH    2 0
 GC0197
 GC0197.Superseded values are not recommended for survey control.
 GC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0197.See file dsdata.txt to determine how the superseded data were derived.
 GC0197
 GC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF559280(NAD 83)
 GC0197_MARKER: DD = SURVEY DISK
 GC0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0197_SP_SET: WALL
 GC0197_STAMPING: 25-4 1961
 GC0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0197
 GC0197  HISTORY     - Date     Condition        Report By
 GC0197  HISTORY     - 1961     MONUMENTED       TNHD
 GC0197
 GC0197                          STATION DESCRIPTION
 GC0197
 GC0197'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0197'4 MI E FROM GALLATIN.
 GC0197'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE NORTHEAST TO THE
 GC0197'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 3.6 MILES TO
 GC0197'A CONCRETE UNDERPASS FOR LIVESTOCK PASSING UNDER STATE ROUTE
 GC0197'25.  THE MARK IS LOCATED 25.5 FEET NORTHEAST OF CENTERLINE OF
 GC0197'STATE ROUTE 25, 8 INCHES LOWER THAN THE PAVEMENT.  THE MARK IS A
 GC0197'STANDARD TENNESSEE BENCH MARK, CEMENTED IN A DRILLED HOLE,
 GC0197'FLUSH WITH THE SURFACE OF THE WEST END OF THE NORTH CONCRETE
 GC0197'WALL OF THE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0838 ***********************************************************************
 GB0838  DESIGNATION -  25 4
 GB0838  PID         -  GB0838
 GB0838  STATE/COUNTY-  TN/ANDERSON
 GB0838  USGS QUAD   -  LAKE CITY (1973)
 GB0838
 GB0838                         *CURRENT SURVEY CONTROL
 GB0838  ___________________________________________________________________
 GB0838* NAD 83(1986)-  36 07 38.     (N)    084 08 47.     (W)     SCALED    
 GB0838* NAVD 88     -       291.849  (meters)     957.51   (feet)  ADJUSTED  
 GB0838  ___________________________________________________________________
 GB0838  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB0838  DYNAMIC HT  -         291.584 (meters)     956.64  (feet)  COMP
 GB0838  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 GB0838
 GB0838  VERT ORDER  -  SECOND    CLASS 0
 GB0838
 GB0838.The horizontal coordinates were scaled from a topographic map and have
 GB0838.an estimated accuracy of +/- 6 seconds.
 GB0838
 GB0838.The orthometric height was determined by differential leveling
 GB0838.and adjusted by the National Geodetic Survey in June 1991..
 GB0838
 GB0838.The geoid height was determined by GEOID03.
 GB0838
 GB0838.The dynamic height is computed by dividing the NAVD 88
 GB0838.geopotential number by the normal gravity value computed on the
 GB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0838.degrees latitude (g = 980.6199 gals.).
 GB0838
 GB0838.The modeled gravity was interpolated from observed gravity values.
 GB0838
 GB0838;                    North         East    Units  Estimated Accuracy
 GB0838;SPC TN       -   200,610.      766,840.      MT  (+/- 180 meters Scaled)
 GB0838
 GB0838                          SUPERSEDED SURVEY CONTROL
 GB0838
 GB0838  NGVD 29 (??/??/92)  291.983  (m)          957.95   (f) ADJ UNCH    2 0
 GB0838
 GB0838.Superseded values are not recommended for survey control.
 GB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0838.See file dsdata.txt to determine how the superseded data were derived.
 GB0838
 GB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568018(NAD 83)
 GB0838_MARKER: DD = SURVEY DISK
 GB0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0838_SP_SET: GAS PUMP FOUNDATION
 GB0838_STAMPING: 25 4 1964
 GB0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0838
 GB0838  HISTORY     - Date     Condition        Report By
 GB0838  HISTORY     - 1964     MONUMENTED       TNHD
 GB0838  HISTORY     - 1965     GOOD             TNHD
 GB0838
 GB0838                          STATION DESCRIPTION
 GB0838
 GB0838'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0838'7.1 MI S FROM LAKE CITY.
 GB0838'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0838'AT LAKE CITY, GO SOUTH FOR 7.1 MILES ON U.S. HIGHWAY 25W, TO
 GB0838'THE MARK ON THE RIGHT.  THE MARK IS 40 FEET SOUTHEAST OF A
 GB0838'DRIVE LEADING SOUTHEAST TO A BROWN SHINGLED HOUSE AND 32 FEET
 GB0838'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE
 GB0838'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GB0838'FLUSH IN A DRILLED HOLE IN THE TOP OF AN ABANDONED 4 X 12 FOOT,
 GB0838'CONCRETE, GAS PUMP FOUNDATION, 4 FEET NORTHWEST OF THE
 GB0838'SOUTHEAST END OF THE FOUNDATION AND ABOUT 1 FOOT ABOVE THE LEVEL
 GB0838'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0790 ***********************************************************************
 GB0790  DESIGNATION -  25 5
 GB0790  PID         -  GB0790
 GB0790  STATE/COUNTY-  TN/ANDERSON
 GB0790  USGS QUAD   -  POWELL (1976)
 GB0790
 GB0790                         *CURRENT SURVEY CONTROL
 GB0790  ___________________________________________________________________
 GB0790* NAD 83(1986)-  36 02 33.     (N)    084 06 40.     (W)     SCALED    
 GB0790* NAVD 88     -       260.134  (meters)     853.46   (feet)  ADJUSTED  
 GB0790  ___________________________________________________________________
 GB0790  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0790  DYNAMIC HT  -         259.893 (meters)     852.67  (feet)  COMP
 GB0790  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GB0790
 GB0790  VERT ORDER  -  SECOND    CLASS 0
 GB0790
 GB0790.The horizontal coordinates were scaled from a topographic map and have
 GB0790.an estimated accuracy of +/- 6 seconds.
 GB0790
 GB0790.The orthometric height was determined by differential leveling
 GB0790.and adjusted by the National Geodetic Survey in June 1991..
 GB0790
 GB0790.The geoid height was determined by GEOID03.
 GB0790
 GB0790.The dynamic height is computed by dividing the NAVD 88
 GB0790.geopotential number by the normal gravity value computed on the
 GB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0790.degrees latitude (g = 980.6199 gals.).
 GB0790
 GB0790.The modeled gravity was interpolated from observed gravity values.
 GB0790
 GB0790;                    North         East    Units  Estimated Accuracy
 GB0790;SPC TN       -   191,270.      770,200.      MT  (+/- 180 meters Scaled)
 GB0790
 GB0790                          SUPERSEDED SURVEY CONTROL
 GB0790
 GB0790  NGVD 29 (??/??/92)  260.262  (m)          853.88   (f) ADJ UNCH    2 0
 GB0790
 GB0790.Superseded values are not recommended for survey control.
 GB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0790.See file dsdata.txt to determine how the superseded data were derived.
 GB0790
 GB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE602925(NAD 83)
 GB0790_MARKER: DD = SURVEY DISK
 GB0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0790_SP_SET: CULVERT
 GB0790_STAMPING: 25-5-1964
 GB0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0790
 GB0790  HISTORY     - Date     Condition        Report By
 GB0790  HISTORY     - 1964     MONUMENTED       TNHD
 GB0790  HISTORY     - 1967     GOOD             NGS
 GB0790
 GB0790                          STATION DESCRIPTION
 GB0790
 GB0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0790'4.6 MI SE FROM CLINTON.
 GB0790'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0790'COURTHOUSE AT CLINTON, IN THE NORTHWEST CORNER OF THE INTERSECTION
 GB0790'OF RACOON VALLEY ROAD, ABOUT 80 YARDS EAST OF THE SOUTHEAST
 GB0790'CORNER OF THE CLAXTON SCHOOL, SET ON THE TOP OF THE NORTH END
 GB0790'OF A L SHAPED HEAD WALL FOR A 30-INCH PIPE CULVERT UNDER THE
 GB0790'ROAD, 47 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES
 GB0790'OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0191 ***********************************************************************
 GC0191  DESIGNATION -  25 5
 GC0191  PID         -  GC0191
 GC0191  STATE/COUNTY-  TN/SUMNER
 GC0191  USGS QUAD   -  GALLATIN (1983)
 GC0191
 GC0191                         *CURRENT SURVEY CONTROL
 GC0191  ___________________________________________________________________
 GC0191* NAD 83(1986)-  36 23 38.     (N)    086 25 03.     (W)     SCALED    
 GC0191* NAVD 88     -       197.929  (meters)     649.37   (feet)  ADJUSTED  
 GC0191  ___________________________________________________________________
 GC0191  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0191  DYNAMIC HT  -         197.767 (meters)     648.84  (feet)  COMP
 GC0191  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GC0191
 GC0191  VERT ORDER  -  SECOND    CLASS 0
 GC0191
 GC0191.The horizontal coordinates were scaled from a topographic map and have
 GC0191.an estimated accuracy of +/- 6 seconds.
 GC0191
 GC0191.The orthometric height was determined by differential leveling
 GC0191.and adjusted by the National Geodetic Survey in June 1991..
 GC0191
 GC0191.The geoid height was determined by GEOID03.
 GC0191
 GC0191.The dynamic height is computed by dividing the NAVD 88
 GC0191.geopotential number by the normal gravity value computed on the
 GC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0191.degrees latitude (g = 980.6199 gals.).
 GC0191
 GC0191.The modeled gravity was interpolated from observed gravity values.
 GC0191
 GC0191;                    North         East    Units  Estimated Accuracy
 GC0191;SPC TN       -   228,700.      562,550.      MT  (+/- 180 meters Scaled)
 GC0191
 GC0191                          SUPERSEDED SURVEY CONTROL
 GC0191
 GC0191  NGVD 29 (??/??/92)  198.000  (m)          649.61   (f) ADJ UNCH    2 0
 GC0191
 GC0191.Superseded values are not recommended for survey control.
 GC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0191.See file dsdata.txt to determine how the superseded data were derived.
 GC0191
 GC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF522277(NAD 83)
 GC0191_MARKER: DD = SURVEY DISK
 GC0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0191_SP_SET: SIDEWALK
 GC0191_STAMPING: 25-5 1961
 GC0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0191
 GC0191  HISTORY     - Date     Condition        Report By
 GC0191  HISTORY     - 1961     MONUMENTED       TNHD
 GC0191
 GC0191                          STATION DESCRIPTION
 GC0191
 GC0191'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0191'2 MI E FROM GALLATIN.
 GC0191'FROM THE COURTHOUSE IN GALLATIN, GO 0.8 MI. NORTHEAST TO THE
 GC0191'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 1.2 MILES TO
 GC0191'A DRIVEWAY ON THE LEFT AT THE POWELL RESIDENCE.  THE MARK IS
 GC0191'LOCATED 35.5 FEET NORTHWEST OF CENTERLINE OF STATE ROUTE 25, 14
 GC0191'FEET NORTHEAST OF CENTERLINE OF DRIVEWAY, 83 FEET SOUTHEAST OF
 GC0191'SOUTHEAST CORNER OF BRICK RESIDENCE AND ABOUT 4 INCHES HIGHER THAN
 GC0191'THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE BENCH MARK,
 GC0191'CEMENTED IN A DRILLED HOLE, FLUSH WITH THE SURFACE OF A CONCRETE
 GC0191'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0791 ***********************************************************************
 GB0791  DESIGNATION -  25 6
 GB0791  PID         -  GB0791
 GB0791  STATE/COUNTY-  TN/ANDERSON
 GB0791  USGS QUAD   -  POWELL (1976)
 GB0791
 GB0791                         *CURRENT SURVEY CONTROL
 GB0791  ___________________________________________________________________
 GB0791* NAD 83(1986)-  36 01 57.     (N)    084 05 52.     (W)     SCALED    
 GB0791* NAVD 88     -       246.840  (meters)     809.84   (feet)  ADJUSTED  
 GB0791  ___________________________________________________________________
 GB0791  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB0791  DYNAMIC HT  -         246.611 (meters)     809.09  (feet)  COMP
 GB0791  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GB0791
 GB0791  VERT ORDER  -  SECOND    CLASS 0
 GB0791
 GB0791.The horizontal coordinates were scaled from a topographic map and have
 GB0791.an estimated accuracy of +/- 6 seconds.
 GB0791
 GB0791.The orthometric height was determined by differential leveling
 GB0791.and adjusted by the National Geodetic Survey in June 1991..
 GB0791
 GB0791.The geoid height was determined by GEOID03.
 GB0791
 GB0791.The dynamic height is computed by dividing the NAVD 88
 GB0791.geopotential number by the normal gravity value computed on the
 GB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0791.degrees latitude (g = 980.6199 gals.).
 GB0791
 GB0791.The modeled gravity was interpolated from observed gravity values.
 GB0791
 GB0791;                    North         East    Units  Estimated Accuracy
 GB0791;SPC TN       -   190,190.      771,420.      MT  (+/- 180 meters Scaled)
 GB0791
 GB0791                          SUPERSEDED SURVEY CONTROL
 GB0791
 GB0791  NGVD 29 (??/??/92)  246.968  (m)          810.26   (f) ADJ UNCH    2 0
 GB0791
 GB0791.Superseded values are not recommended for survey control.
 GB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0791.See file dsdata.txt to determine how the superseded data were derived.
 GB0791
 GB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE614914(NAD 83)
 GB0791_MARKER: DD = SURVEY DISK
 GB0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0791_SP_SET: ABUTMENT
 GB0791_STAMPING: 25-6 1964
 GB0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0791
 GB0791  HISTORY     - Date     Condition        Report By
 GB0791  HISTORY     - 1964     MONUMENTED       TNHD
 GB0791  HISTORY     - 1965     GOOD             TNHD
 GB0791
 GB0791                          STATION DESCRIPTION
 GB0791
 GB0791'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0791'5.4 MI S FROM CLINTON.
 GB0791'FROM THE COURT HOUSE AT CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0791'FOR 5.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 29 FEET
 GB0791'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE
 GB0791'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB0791'FLUSH IN A DRILLED HOLE IN THE TOP OF THE SOUTH ABUTMENT OF A
 GB0791'282 FOOT CONCRETE BRIDGE OVER BULL RUN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0190 ***********************************************************************
 GC0190  DESIGNATION -  25 6
 GC0190  PID         -  GC0190
 GC0190  STATE/COUNTY-  TN/SUMNER
 GC0190  USGS QUAD   -  GALLATIN (1983)
 GC0190
 GC0190                         *CURRENT SURVEY CONTROL
 GC0190  ___________________________________________________________________
 GC0190* NAD 83(1986)-  36 23 29.     (N)    086 26 08.     (W)     SCALED    
 GC0190* NAVD 88     -       171.577  (meters)     562.92   (feet)  ADJUSTED  
 GC0190  ___________________________________________________________________
 GC0190  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0190  DYNAMIC HT  -         171.436 (meters)     562.45  (feet)  COMP
 GC0190  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0190
 GC0190  VERT ORDER  -  SECOND    CLASS 0
 GC0190
 GC0190.The horizontal coordinates were scaled from a topographic map and have
 GC0190.an estimated accuracy of +/- 6 seconds.
 GC0190
 GC0190.The orthometric height was determined by differential leveling
 GC0190.and adjusted by the National Geodetic Survey in June 1991..
 GC0190
 GC0190.The geoid height was determined by GEOID03.
 GC0190
 GC0190.The dynamic height is computed by dividing the NAVD 88
 GC0190.geopotential number by the normal gravity value computed on the
 GC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0190.degrees latitude (g = 980.6199 gals.).
 GC0190
 GC0190.The modeled gravity was interpolated from observed gravity values.
 GC0190
 GC0190;                    North         East    Units  Estimated Accuracy
 GC0190;SPC TN       -   228,430.      560,920.      MT  (+/- 180 meters Scaled)
 GC0190
 GC0190                          SUPERSEDED SURVEY CONTROL
 GC0190
 GC0190  NGVD 29 (??/??/92)  171.654  (m)          563.17   (f) ADJ UNCH    2 0
 GC0190
 GC0190.Superseded values are not recommended for survey control.
 GC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0190.See file dsdata.txt to determine how the superseded data were derived.
 GC0190
 GC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF506275(NAD 83)
 GC0190_MARKER: DD = SURVEY DISK
 GC0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0190_STAMPING: 25-6 1961
 GC0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0190+STABILITY: SURFACE MOTION
 GC0190
 GC0190  HISTORY     - Date     Condition        Report By
 GC0190  HISTORY     - 1961     MONUMENTED       TNHD
 GC0190
 GC0190                          STATION DESCRIPTION
 GC0190
 GC0190'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0190'0.8 MI NE FROM GALLATIN.
 GC0190'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE TO THE INTERSECTION
 GC0190'OF STATE ROUTE 25 AND THE MARK.  THE MARK IS LOCATED 32 FEET
 GC0190'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 25, 37 FEET EAST
 GC0190'OF THE CENTERLINE OF U.S. 31E AND ABOUT 4 INCHES HIGHER THAN THE
 GC0190'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE BENCH MARK, CEMENTED
 GC0190'IN A DRILLED HOLE, FLUSH WITH THE SURFACE OF A CONCRETE DIVIDING
 GC0190'SECTION IN THE CENTER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0792 ***********************************************************************
 GB0792  DESIGNATION -  25 7
 GB0792  PID         -  GB0792
 GB0792  STATE/COUNTY-  TN/ANDERSON
 GB0792  USGS QUAD   -  POWELL (1976)
 GB0792
 GB0792                         *CURRENT SURVEY CONTROL
 GB0792  ___________________________________________________________________
 GB0792* NAD 83(1986)-  36 01 32.     (N)    084 04 53.     (W)     SCALED    
 GB0792* NAVD 88     -       296.541  (meters)     972.90   (feet)  ADJUSTED  
 GB0792  ___________________________________________________________________
 GB0792  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0792  DYNAMIC HT  -         296.266 (meters)     972.00  (feet)  COMP
 GB0792  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GB0792
 GB0792  VERT ORDER  -  SECOND    CLASS 0
 GB0792
 GB0792.The horizontal coordinates were scaled from a topographic map and have
 GB0792.an estimated accuracy of +/- 6 seconds.
 GB0792
 GB0792.The orthometric height was determined by differential leveling
 GB0792.and adjusted by the National Geodetic Survey in June 1991..
 GB0792
 GB0792.The geoid height was determined by GEOID03.
 GB0792
 GB0792.The dynamic height is computed by dividing the NAVD 88
 GB0792.geopotential number by the normal gravity value computed on the
 GB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0792.degrees latitude (g = 980.6199 gals.).
 GB0792
 GB0792.The modeled gravity was interpolated from observed gravity values.
 GB0792
 GB0792;                    North         East    Units  Estimated Accuracy
 GB0792;SPC TN       -   189,450.      772,910.      MT  (+/- 180 meters Scaled)
 GB0792
 GB0792                          SUPERSEDED SURVEY CONTROL
 GB0792
 GB0792  NGVD 29 (??/??/92)  296.669  (m)          973.32   (f) ADJ UNCH    2 0
 GB0792
 GB0792.Superseded values are not recommended for survey control.
 GB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0792.See file dsdata.txt to determine how the superseded data were derived.
 GB0792
 GB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE629907(NAD 83)
 GB0792_MARKER: DD = SURVEY DISK
 GB0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0792_STAMPING: 25-7 1964
 GB0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0792+STABILITY: SURFACE MOTION
 GB0792
 GB0792  HISTORY     - Date     Condition        Report By
 GB0792  HISTORY     - 1964     MONUMENTED       TNHD
 GB0792  HISTORY     - 1965     GOOD             TNHD
 GB0792
 GB0792                          STATION DESCRIPTION
 GB0792
 GB0792'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0792'6.4 MI S FROM CLINTON.
 GB0792'FROM THE COURT HOUSE AT CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0792'FOR 6.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 96 FEET
 GB0792'NORTH OF THE NORTH CORNER OF THE ETHERTONS MOTEL AND CAFE,
 GB0792'62 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W,
 GB0792'1.4 FEET NORTHEAST OF TELEPHONE POLE NO. 53 AND 2.0 FEET NORTHWEST
 GB0792'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0792'TENNESSEE HIGHWAY DEPARTMENT DISK, SET IN THE TOP OF A 10-INCH
 GB0792'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0793 ***********************************************************************
 GB0793  DESIGNATION -  25 8
 GB0793  PID         -  GB0793
 GB0793  STATE/COUNTY-  TN/ANDERSON
 GB0793  USGS QUAD   -  POWELL (1976)
 GB0793
 GB0793                         *CURRENT SURVEY CONTROL
 GB0793  ___________________________________________________________________
 GB0793* NAD 83(1986)-  36 01 46.     (N)    084 04 07.     (W)     SCALED    
 GB0793* NAVD 88     -       351.689  (meters)    1153.83   (feet)  ADJUSTED  
 GB0793  ___________________________________________________________________
 GB0793  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0793  DYNAMIC HT  -         351.363 (meters)    1152.76  (feet)  COMP
 GB0793  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 GB0793
 GB0793  VERT ORDER  -  SECOND    CLASS 0
 GB0793
 GB0793.The horizontal coordinates were scaled from a topographic map and have
 GB0793.an estimated accuracy of +/- 6 seconds.
 GB0793
 GB0793.The orthometric height was determined by differential leveling
 GB0793.and adjusted by the National Geodetic Survey in June 1991..
 GB0793
 GB0793.The geoid height was determined by GEOID03.
 GB0793
 GB0793.The dynamic height is computed by dividing the NAVD 88
 GB0793.geopotential number by the normal gravity value computed on the
 GB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0793.degrees latitude (g = 980.6199 gals.).
 GB0793
 GB0793.The modeled gravity was interpolated from observed gravity values.
 GB0793
 GB0793;                    North         East    Units  Estimated Accuracy
 GB0793;SPC TN       -   189,900.      774,060.      MT  (+/- 180 meters Scaled)
 GB0793
 GB0793                          SUPERSEDED SURVEY CONTROL
 GB0793
 GB0793  NGVD 29 (??/??/92)  351.818  (m)         1154.26   (f) ADJ UNCH    2 0
 GB0793
 GB0793.Superseded values are not recommended for survey control.
 GB0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0793.See file dsdata.txt to determine how the superseded data were derived.
 GB0793
 GB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE641911(NAD 83)
 GB0793_MARKER: DD = SURVEY DISK
 GB0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0793_STAMPING: 25-8 1964
 GB0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0793+STABILITY: SURFACE MOTION
 GB0793
 GB0793  HISTORY     - Date     Condition        Report By
 GB0793  HISTORY     - 1964     MONUMENTED       TNHD
 GB0793  HISTORY     - 1965     GOOD             TNHD
 GB0793
 GB0793                          STATION DESCRIPTION
 GB0793
 GB0793'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0793'7.4 MI S FROM CLINTON.
 GB0793'FROM THE COURT HOUSE IN CLINTON, GO SOUTHERLY ON U.S. HIGHWAY 25W
 GB0793'FOR 7.35 MILES TO THE MARK ON THE LEFT.  THE MARK IS APPROXIMATELY
 GB0793'50 YARDS EAST OF THE EL TORE RESTAURANT, 61 FEET NORTH OF THE
 GB0793'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET SOUTH OF A
 GB0793'TELEPHONE POLE AND 2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 GB0793'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0793'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0793'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0795 ***********************************************************************
 GB0795  DESIGNATION -  25 9
 GB0795  PID         -  GB0795
 GB0795  STATE/COUNTY-  TN/ANDERSON
 GB0795  USGS QUAD   -  POWELL (1976)
 GB0795
 GB0795                         *CURRENT SURVEY CONTROL
 GB0795  ___________________________________________________________________
 GB0795* NAD 83(1986)-  36 01 16.     (N)    084 03 23.     (W)     SCALED    
 GB0795* NAVD 88     -       321.676  (meters)    1055.37   (feet)  ADJUSTED  
 GB0795  ___________________________________________________________________
 GB0795  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0795  DYNAMIC HT  -         321.376 (meters)    1054.38  (feet)  COMP
 GB0795  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 GB0795
 GB0795  VERT ORDER  -  SECOND    CLASS 0
 GB0795
 GB0795.The horizontal coordinates were scaled from a topographic map and have
 GB0795.an estimated accuracy of +/- 6 seconds.
 GB0795
 GB0795.The orthometric height was determined by differential leveling
 GB0795.and adjusted by the National Geodetic Survey in June 1991..
 GB0795
 GB0795.The geoid height was determined by GEOID03.
 GB0795
 GB0795.The dynamic height is computed by dividing the NAVD 88
 GB0795.geopotential number by the normal gravity value computed on the
 GB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0795.degrees latitude (g = 980.6199 gals.).
 GB0795
 GB0795.The modeled gravity was interpolated from observed gravity values.
 GB0795
 GB0795;                    North         East    Units  Estimated Accuracy
 GB0795;SPC TN       -   189,000.      775,180.      MT  (+/- 180 meters Scaled)
 GB0795
 GB0795                          SUPERSEDED SURVEY CONTROL
 GB0795
 GB0795  NGVD 29 (??/??/92)  321.803  (m)         1055.78   (f) ADJ UNCH    2 0
 GB0795
 GB0795.Superseded values are not recommended for survey control.
 GB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0795.See file dsdata.txt to determine how the superseded data were derived.
 GB0795
 GB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE652902(NAD 83)
 GB0795_MARKER: DD = SURVEY DISK
 GB0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0795_STAMPING: 25-9 1964
 GB0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0795+STABILITY: SURFACE MOTION
 GB0795
 GB0795  HISTORY     - Date     Condition        Report By
 GB0795  HISTORY     - 1964     MONUMENTED       TNHD
 GB0795  HISTORY     - 1965     GOOD             TNHD
 GB0795
 GB0795                          STATION DESCRIPTION
 GB0795
 GB0795'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0795'4.6 MI NW FROM NORWOOD.
 GB0795'FROM THE FOUNTAIN CITY, NORWOOD BRANCH, BANK IN NORWOOD, GO
 GB0795'NORTHWEST ON U.S. HIGHWAY 25W FOR 4.6 MILES TO THE MARK ON THE LEFT.
 GB0795'THE MARK IS 78 FEET NORTH OF THE NORTHEAST CORNER OF THE KNOX
 GB0795'COUNTY, NORWOOD-POWELL FIRE DEPARTMENT, 53 FEET SOUTHEAST OF THE
 GB0795'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET NORTH OF POWER
 GB0795'POLE NO. 5 72040A AND 2.0 FEET NORTH OF A METAL WITNESS POST
 GB0795'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0795'DISK, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GB0795'FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1829 ***********************************************************************
 GA1829  DESIGNATION -  250
 GA1829  PID         -  GA1829
 GA1829  STATE/COUNTY-  TN/JEFFERSON
 GA1829  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1829
 GA1829                         *CURRENT SURVEY CONTROL
 GA1829  ___________________________________________________________________
 GA1829* NAD 83(1986)-  36 07 22.     (N)    083 29 35.     (W)     SCALED    
 GA1829* NAVD 88     -       367.026  (meters)    1204.15   (feet)  POSTED    
 GA1829  ___________________________________________________________________
 GA1829  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA1829  DYNAMIC HT  -         366.690 (meters)    1203.05  (feet)  COMP
 GA1829  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1829
 GA1829  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA1829
 GA1829.The horizontal coordinates were scaled from a topographic map and have
 GA1829.an estimated accuracy of +/- 6 seconds.
 GA1829
 GA1829.The orthometric height was determined by differential leveling
 GA1829.and adjusted by the National Geodetic Survey in 1992..
 GA1829.No vertical observational check was made to the station.
 GA1829.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA1829.was located on a no-check spur therefore a value was not computed.
 GA1829
 GA1829.The geoid height was determined by GEOID03.
 GA1829
 GA1829.The dynamic height is computed by dividing the NAVD 88
 GA1829.geopotential number by the normal gravity value computed on the
 GA1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1829.degrees latitude (g = 980.6199 gals.).
 GA1829
 GA1829.The modeled gravity was interpolated from observed gravity values.
 GA1829
 GA1829;                    North         East    Units  Estimated Accuracy
 GA1829;SPC TN       -   201,430.      825,650.      MT  (+/- 180 meters Scaled)
 GA1829
 GA1829                          SUPERSEDED SURVEY CONTROL
 GA1829
 GA1829  NGVD 29 (??/??/92)  367.152  (m)         1204.56   (f) ADJ UNCH    1 2
 GA1829
 GA1829.Superseded values are not recommended for survey control.
 GA1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1829.See file dsdata.txt to determine how the superseded data were derived.
 GA1829
 GA1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA756004(NAD 83)
 GA1829_MARKER: DD = SURVEY DISK
 GA1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1829_STAMPING: 254
 GA1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1829+STABILITY: SURFACE MOTION
 GA1829
 GA1829  HISTORY     - Date     Condition        Report By
 GA1829  HISTORY     - UNK      MONUMENTED       TNGS
 GA1829  HISTORY     - 1949     GOOD             NGS
 GA1829  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1829
 GA1829                          STATION DESCRIPTION
 GA1829
 GA1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1829'AT JEFFERSON CITY.
 GA1829'AT JEFFERSON CITY, AT THE CORNER OF CARSON NEWMAN COLLEGE,
 GA1829'200 FEET NORTHWEST OF THE SARAH SWANN HOME, 33 FEET NORTHEAST OF
 GA1829'THE CONCRETE OBSERVATION TOWER, 30 FEET NORTH OF A TENNIS COURT
 GA1829'BACKSTOP, SOUTH OF STATE HIGHWAY 34, AND 6 FEET WEST OF A PECAN
 GA1829'TREE IN A SMALL ORCHARD.  A STATE SURVEY STANDARD DISK, STAMPED
 GA1829'254 AND SET IN A CONCRETE POST.
 GA1829
 GA1829                          STATION RECOVERY (1967)
 GA1829
 GA1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0591 ***********************************************************************
 GC0591  DESIGNATION -  25006
 GC0591  PID         -  GC0591
 GC0591  STATE/COUNTY-  TN/DAVIDSON
 GC0591  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0591
 GC0591                         *CURRENT SURVEY CONTROL
 GC0591  ___________________________________________________________________
 GC0591* NAD 83(1986)-  36 09 11.     (N)    086 49 29.     (W)     SCALED    
 GC0591* NAVD 88     -       187.032  (meters)     613.62   (feet)  ADJUSTED  
 GC0591  ___________________________________________________________________
 GC0591  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0591  DYNAMIC HT  -         186.872 (meters)     613.10  (feet)  COMP
 GC0591  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0591
 GC0591  VERT ORDER  -  SECOND    CLASS 0
 GC0591
 GC0591.The horizontal coordinates were scaled from a topographic map and have
 GC0591.an estimated accuracy of +/- 6 seconds.
 GC0591
 GC0591.The orthometric height was determined by differential leveling
 GC0591.and adjusted by the National Geodetic Survey in June 1991..
 GC0591
 GC0591.The geoid height was determined by GEOID03.
 GC0591
 GC0591.The dynamic height is computed by dividing the NAVD 88
 GC0591.geopotential number by the normal gravity value computed on the
 GC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0591.degrees latitude (g = 980.6199 gals.).
 GC0591
 GC0591.The modeled gravity was interpolated from observed gravity values.
 GC0591
 GC0591;                    North         East    Units  Estimated Accuracy
 GC0591;SPC TN       -   202,210.      525,790.      MT  (+/- 180 meters Scaled)
 GC0591
 GC0591                          SUPERSEDED SURVEY CONTROL
 GC0591
 GC0591  NGVD 29 (??/??/92)  187.051  (m)          613.68   (f) ADJ UNCH    2 0
 GC0591
 GC0591.Superseded values are not recommended for survey control.
 GC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0591.See file dsdata.txt to determine how the superseded data were derived.
 GC0591
 GC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157009(NAD 83)
 GC0591_MARKER: DD = SURVEY DISK
 GC0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0591_STAMPING: 25006
 GC0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0591+STABILITY: SURFACE MOTION
 GC0591
 GC0591  HISTORY     - Date     Condition        Report By
 GC0591  HISTORY     - UNK      MONUMENTED       TNGS
 GC0591  HISTORY     - 1959     GOOD             NGS
 GC0591
 GC0591                          STATION DESCRIPTION
 GC0591
 GC0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0591'AT NASHVILLE.
 GC0591'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0591'NASHVILLE, GO EAST ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR
 GC0591'1.0 MILE, ABOUT 165 FT. WEST OF THE CENTER OF 33RD AV. N., 6.5
 GC0591'FT. SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK WALL IN
 GC0591'FRONT OF HOUSE NO. 3306, AND 0.8 FT. NORTH OF THE NORTH CURB OF
 GC0591'CHARLOTTE ROAD, A DISK SET IN TOP OF A 4 BY 4 INCH CONCRETE
 GC0591'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0376 ***********************************************************************
 GC0376  DESIGNATION -  25062
 GC0376  PID         -  GC0376
 GC0376  STATE/COUNTY-  TN/DAVIDSON
 GC0376  USGS QUAD   -  SCOTTSBORO (1983)
 GC0376
 GC0376                         *CURRENT SURVEY CONTROL
 GC0376  ___________________________________________________________________
 GC0376* NAD 83(1986)-  36 12 39.     (N)    086 53 59.     (W)     SCALED    
 GC0376* NAVD 88     -       136.035  (meters)     446.31   (feet)  ADJUSTED  
 GC0376  ___________________________________________________________________
 GC0376  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0376  DYNAMIC HT  -         135.918 (meters)     445.92  (feet)  COMP
 GC0376  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0376
 GC0376  VERT ORDER  -  FIRST     CLASS II
 GC0376
 GC0376.The horizontal coordinates were scaled from a topographic map and have
 GC0376.an estimated accuracy of +/- 6 seconds.
 GC0376
 GC0376.The orthometric height was determined by differential leveling
 GC0376.and adjusted by the National Geodetic Survey in June 1991..
 GC0376
 GC0376.The geoid height was determined by GEOID03.
 GC0376
 GC0376.The dynamic height is computed by dividing the NAVD 88
 GC0376.geopotential number by the normal gravity value computed on the
 GC0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0376.degrees latitude (g = 980.6199 gals.).
 GC0376
 GC0376.The modeled gravity was interpolated from observed gravity values.
 GC0376
 GC0376;                    North         East    Units  Estimated Accuracy
 GC0376;SPC TN       -   208,680.      519,100.      MT  (+/- 180 meters Scaled)
 GC0376
 GC0376                          SUPERSEDED SURVEY CONTROL
 GC0376
 GC0376  NGVD 29 (??/??/92)  136.065  (m)          446.41   (f) ADJ UNCH    1 2
 GC0376
 GC0376.Superseded values are not recommended for survey control.
 GC0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0376.See file dsdata.txt to determine how the superseded data were derived.
 GC0376
 GC0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF090073(NAD 83)
 GC0376_MARKER: DB = BENCH MARK DISK
 GC0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0376_STAMPING: 25062
 GC0376_MARK LOGO: TNGS  
 GC0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0376+STABILITY: SURFACE MOTION
 GC0376
 GC0376  HISTORY     - Date     Condition        Report By
 GC0376  HISTORY     - UNK      MONUMENTED       TNGS
 GC0376  HISTORY     - 1949     GOOD             NGS
 GC0376  HISTORY     - 1984     GOOD             NGS
 GC0376
 GC0376                          STATION DESCRIPTION
 GC0376
 GC0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0376'6.5 MI NW FROM NASHVILLE.
 GC0376'6.5 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0376'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, 275 FEET EAST OF THE
 GC0376'EAST END OF RAILWAY TRESTLE NO. H-17.50, 198 FEET WEST-NORTHWEST
 GC0376'AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 165, 9 FEET NORTH
 GC0376'OF THE NORTH RAIL, ABOUT 3 FEET BELOW THE TRACK, 1 FOOT EAST OF A
 GC0376'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 GC0376'ABOUT FLUSH WITH THE GROUND.
 GC0376
 GC0376                          STATION RECOVERY (1984)
 GC0376
 GC0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0376'RECOVERED IN GOOD CONDITION.  NOTE, MARK IS NOW 1 FOOT ABOVE THE
 GC0376'TRACKS, AND WAS NOT LEVELED TO DURING THIS SURVEY.
 GC0376'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2225 ***********************************************************************
 GC2225  DESIGNATION -  2509
 GC2225  PID         -  GC2225
 GC2225  STATE/COUNTY-  TN/DAVIDSON
 GC2225  USGS QUAD   -  ANTIOCH (1983)
 GC2225
 GC2225                         *CURRENT SURVEY CONTROL
 GC2225  ___________________________________________________________________
 GC2225* NAD 83(1995)-  36 06 47.17380(N)    086 41 20.59092(W)     ADJUSTED  
 GC2225* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 GC2225  ___________________________________________________________________
 GC2225  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2225  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2225
 GC2225  HORZ ORDER  -  THIRD
 GC2225
 GC2225.The horizontal coordinates were established by classical geodetic methods
 GC2225.and adjusted by the National Geodetic Survey in April 1999..
 GC2225
 GC2225.The orthometric height was scaled from a topographic map.
 GC2225
 GC2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2225
 GC2225.The geoid height was determined by GEOID03.
 GC2225
 GC2225;                    North         East     Units Scale Factor Converg.
 GC2225;SPC TN       -   197,683.286   537,964.252   MT  0.99996022   -0 24 12.2
 GC2225;SPC TN       -   648,565.91  1,764,971.05   sFT  0.99996022   -0 24 12.2
 GC2225;UTM  16      - 3,996,538.197   527,984.881   MT  0.99960965   +0 10 59.8
 GC2225
 GC2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2225!SPC TN       -   0.99997602  x   0.99996022  =   0.99993624
 GC2225!UTM  16      -   0.99997602  x   0.99960965  =   0.99958568
 GC2225
 GC2225|---------------------------------------------------------------------|
 GC2225| PID    Reference Object                     Distance      Geod. Az  |
 GC2225|                                                           dddmmss.s |
 GC2225| GC2223 1                                     0.872 METERS 07226     |
 GC2225| GC2218 NASHVILLE CENTRAL ST HOSP TANK      APPROX. 1.6 KM 1371711.4 |
 GC2225| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.15.7 KM 2154455.6 |
 GC2225|---------------------------------------------------------------------|
 GC2225
 GC2225                          SUPERSEDED SURVEY CONTROL
 GC2225
 GC2225  NAD 83(1995)-  36 06 47.17615(N)    086 41 20.59319(W) AD(       ) 3
 GC2225  NAD 83(1995)-  36 06 47.17823(N)    086 41 20.59244(W) AD(       ) 3
 GC2225  NAD 83(1986)-  36 06 47.18398(N)    086 41 20.59382(W) AD(       ) 3
 GC2225  NAD 27      -  36 06 46.97800(N)    086 41 20.60100(W) AD(       ) 3
 GC2225
 GC2225.Superseded values are not recommended for survey control.
 GC2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2225.See file dsdata.txt to determine how the superseded data were derived.
 GC2225
 GC2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2798596538(NAD 83)
 GC2225_MARKER: DD = SURVEY DISK
 GC2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2225_MARK LOGO: TNGS  
 GC2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2225+STABILITY: SURFACE MOTION
 GC2225
 GC2225  HISTORY     - Date     Condition        Report By
 GC2225  HISTORY     - 1953     MONUMENTED       TNGS
 GC2225  HISTORY     - 1958     GOOD             CGS
 GC2225  HISTORY     - 1959     GOOD             CGS
 GC2225  HISTORY     - 1964     GOOD             CGS
 GC2225  HISTORY     - 1980     MARK NOT FOUND   NGS
 GC2225
 GC2225                          STATION DESCRIPTION
 GC2225
 GC2225'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953 (ELJ)
 GC2225'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF NASHVILLE, AT THE
 GC2225'INTERSECTION OF U.S. HIGHWAY 70S AND MC GAVOCK PIKE AND IS ON
 GC2225'HIGHWAY RIGHT-OF-WAY. IT IS 80 FEET NORTHWEST OF THE INTERSECTION, 24
 GC2225'FEET WEST OF GATE NO. 2 TO BERRY FIELD AIRPORT, 3 FEET SOUTH OF A
 GC2225'STONE WALL AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS
 GC2225'A 6X6 INCH CONCRETE POST THAT PROJECTS ABOUT 1 INCH WITH A
 GC2225'STANDARD USC AND GS AND SS DISK STAMPED STATION NO. 2509 ELEVATION
 GC2225'593.38 FEET TENNESSEE.
 GC2225'
 GC2225'1 (U.S.E.D.) IS 81 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 GC2225'70S AND MC GAVOCK PIKE, 21 FEET WEST OF GATE NO.  2 AND 2.5 FEET
 GC2225'SOUTH OF A STONE WALL. THE MARK IS A 4X4 INCH CONCRETE POST THAT
 GC2225'PROJECTS ABOUT 3 INCHES WITH A BRONZE DISK ATOP STAMPED 1.
 GC2225'
 GC2225'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE BERRY FIELD
 GC2225'AIRPORT. GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO U.S.  HIGHWAY
 GC2225'70S. TURN RIGHT ON HIGHWAY 70S AND GO WEST FOR 1.0 MILE TO THE
 GC2225'INTERSECTION OF MC GAVOCK PIKE ON THE LEFT AND THE STATION ON THE
 GC2225'RIGHT AS DESCRIBED.
 GC2225'
 GC2225'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2225
 GC2225                          STATION RECOVERY (1958)
 GC2225
 GC2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GC2225'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 GC2225'GOOD CONDITION.
 GC2225
 GC2225                          STATION RECOVERY (1959)
 GC2225
 GC2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 GC2225'STATION RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED, THE
 GC2225'E.L.J. 1953 DESCRIPTION IS ADEQUATE.
 GC2225
 GC2225                          STATION RECOVERY (1964)
 GC2225
 GC2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2225'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE STONE
 GC2225'FENCE WHICH HAS BEEN REMOVED.  MARK IS IN GOOD CONDITION.
 GC2225
 GC2225                          STATION RECOVERY (1980)
 GC2225
 GC2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2225'STATION SEARCHED FOR BUT NOT RECOVERED.  A NEW STATION WAS RECOVERED
 GC2225'NEARBY THAT WAS STAMPED NO. 2509 RESET 1978 BUT NEW STATION IS ABOUT
 GC2225'50 FEET WEST OF FORMER STATION.
 GC2225'
 GC2225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 GC2225'SOUTHEAST OF DOWNTOWN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1950 ***********************************************************************
 GC1950  DESIGNATION -  2509 RESET
 GC1950  PID         -  GC1950
 GC1950  STATE/COUNTY-  TN/DAVIDSON
 GC1950  USGS QUAD   -  ANTIOCH (1983)
 GC1950
 GC1950                         *CURRENT SURVEY CONTROL
 GC1950  ___________________________________________________________________
 GC1950* NAD 83(1986)-  36 06 47.     (N)    086 41 21.     (W)     SCALED    
 GC1950* NAVD 88     -       181.28   (meters)     594.7    (feet)  RESET     
 GC1950  ___________________________________________________________________
 GC1950  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC1950
 GC1950  VERT ORDER  -  THIRD
 GC1950
 GC1950.This mark is at Nashville Intl Airport (BNA)
 GC1950
 GC1950.The horizontal coordinates were scaled from a topographic map and have
 GC1950.an estimated accuracy of +/- 6 seconds.
 GC1950
 GC1950.The orthometric height was computed from unverified reset data.
 GC1950.No vertical observational check was made to the station.
 GC1950
 GC1950.The geoid height was determined by GEOID03.
 GC1950
 GC1950;                    North         East    Units  Estimated Accuracy
 GC1950;SPC TN       -   197,680.      537,950.      MT  (+/- 180 meters Scaled)
 GC1950
 GC1950                          SUPERSEDED SURVEY CONTROL
 GC1950
 GC1950  NGVD 29 (10/12/01)  181.30   (m)          594.8    (f) RESET       3  
 GC1950
 GC1950.Superseded values are not recommended for survey control.
 GC1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1950.See file dsdata.txt to determine how the superseded data were derived.
 GC1950
 GC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE279965(NAD 83)
 GC1950_MARKER: DB = BENCH MARK DISK
 GC1950_SETTING: 0 = UNSPECIFIED SETTING
 GC1950_STAMPING: 2509 TENN GEOD S RESET 1978
 GC1950_MARK LOGO: NGS   
 GC1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1950
 GC1950  HISTORY     - Date     Condition        Report By
 GC1950  HISTORY     - 1978     MONUMENTED       NGS
 GC1950
 GC1950                          STATION DESCRIPTION
 GC1950
 GC1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GC1950'7.35 MI SE FROM NASHVILLE.
 GC1950'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC1950'ST LOUIS RAILROAD FROM THE UNION STATION IN NASHVILLE, THENCE
 GC1950'1.0 MILE NORTH ALONG A SPUR TRACK LEADING TO BERRY FIELD,
 GC1950'THENCE 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 70S, AT THE
 GC1950'SOUTHWEST CORNER OF BERRY FIELD, A PRE-CAST ALUMINUM MONUMENT,
 GC1950'41 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF MUREREESBORO
 GC1950'ROAD, 57 FEET EAST OF THE EXTENDED CENTELINE OF MCGAVOCK PIKE,
 GC1950'38 FEET EAST OF THE EAST GATE POST OF GATE NO 2 AND 6-INCHES
 GC1950'SOUTH OF AIRPORT FENCE.
 GC1950'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2346 ***********************************************************************
 GC2346  DESIGNATION -  25119
 GC2346  PID         -  GC2346
 GC2346  STATE/COUNTY-  TN/DAVIDSON
 GC2346  USGS QUAD   -  WHITES CREEK (1994)
 GC2346
 GC2346                         *CURRENT SURVEY CONTROL
 GC2346  ___________________________________________________________________
 GC2346* NAD 83(1995)-  36 16 52.66059(N)    086 52 22.69773(W)     ADJUSTED  
 GC2346* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 GC2346  ___________________________________________________________________
 GC2346  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GC2346  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2346
 GC2346  HORZ ORDER  -  SECOND
 GC2346
 GC2346.The horizontal coordinates were established by classical geodetic methods
 GC2346.and adjusted by the National Geodetic Survey in April 1999..
 GC2346
 GC2346.The orthometric height was scaled from a topographic map.
 GC2346
 GC2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2346
 GC2346.The geoid height was determined by GEOID03.
 GC2346
 GC2346;                    North         East     Units Scale Factor Converg.
 GC2346;SPC TN       -   216,476.996   521,572.840   MT  0.99997879   -0 30 39.9
 GC2346;SPC TN       -   710,224.94  1,711,193.56   sFT  0.99997879   -0 30 39.9
 GC2346;UTM  16      - 4,015,156.354   511,407.975   MT  0.99960160   +0 04 30.6
 GC2346
 GC2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2346!SPC TN       -   0.99996209  x   0.99997879  =   0.99994088
 GC2346!UTM  16      -   0.99996209  x   0.99960160  =   0.99956371
 GC2346
 GC2346                          SUPERSEDED SURVEY CONTROL
 GC2346
 GC2346  NAD 83(1995)-  36 16 52.66236(N)    086 52 22.69939(W) AD(       ) 2
 GC2346  NAD 83(1995)-  36 16 52.66479(N)    086 52 22.70028(W) AD(       ) 2
 GC2346  NAD 83(1986)-  36 16 52.67076(N)    086 52 22.70089(W) AD(       ) 2
 GC2346  NAD 27      -  36 16 52.47900(N)    086 52 22.70400(W) AD(       ) 2
 GC2346
 GC2346.Superseded values are not recommended for survey control.
 GC2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2346.See file dsdata.txt to determine how the superseded data were derived.
 GC2346
 GC2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1140815156(NAD 83)
 GC2346_MARKER: DE = TRAVERSE STATION DISK
 GC2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2346_MARK LOGO: TNGS  
 GC2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2346+STABILITY: SURFACE MOTION
 GC2346
 GC2346  HISTORY     - Date     Condition        Report By
 GC2346  HISTORY     - 1953     MONUMENTED       TNGS
 GC2346
 GC2346                          STATION DESCRIPTION
 GC2346
 GC2346'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953 (ELJ)
 GC2346'SEE OLD HICKORY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2613 ***********************************************************************
 FE2613  DESIGNATION -  252 40
 FE2613  PID         -  FE2613
 FE2613  STATE/COUNTY-  TN/DYER
 FE2613  USGS QUAD   -  CHIC (1983)
 FE2613
 FE2613                         *CURRENT SURVEY CONTROL
 FE2613  ___________________________________________________________________
 FE2613* NAD 83(1995)-  35 58 34.44091(N)    089 41 12.72320(W)     ADJUSTED  
 FE2613* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FE2613  ___________________________________________________________________
 FE2613  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2613  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2613
 FE2613  HORZ ORDER  -  SECOND
 FE2613
 FE2613.The horizontal coordinates were established by classical geodetic methods
 FE2613.and adjusted by the National Geodetic Survey in April 1999..
 FE2613
 FE2613.The orthometric height was scaled from a topographic map.
 FE2613
 FE2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2613
 FE2613.The geoid height was determined by GEOID03.
 FE2613
 FE2613;                    North         East     Units Scale Factor Converg.
 FE2613;SPC TN       -   188,540.781   267,573.490   MT  0.99995147   -2 09 30.4
 FE2613;SPC TN       -   618,570.88    877,864.03   sFT  0.99995147   -2 09 30.4
 FE2613;SPC AR N     -   184,718.902   608,595.427   MT  0.99995927   +1 20 45.6
 FE2613;SPC AR N     -   606,031.93  1,996,700.16   sFT  0.99995927   +1 20 45.6
 FE2613;SPC MO E     -    16,160.460   323,332.892   MT  0.99999957   +0 28 39.7
 FE2613;UTM  16      - 3,984,650.782   257,738.632   MT  1.00032324   -1 34 45.0
 FE2613
 FE2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2613!SPC TN       -   0.99999185  x   0.99995147  =   0.99994332
 FE2613!SPC AR N     -   0.99999185  x   0.99995927  =   0.99995112
 FE2613!SPC MO E     -   0.99999185  x   0.99999957  =   0.99999142
 FE2613!UTM  16      -   0.99999185  x   1.00032324  =   1.00031508
 FE2613
 FE2613                          SUPERSEDED SURVEY CONTROL
 FE2613
 FE2613  NAD 83(1995)-  35 58 34.44298(N)    089 41 12.72249(W) AD(       ) 2
 FE2613  NAD 83(1986)-  35 58 34.45207(N)    089 41 12.72419(W) AD(       ) 2
 FE2613  NAD 27      -  35 58 34.18990(N)    089 41 12.43560(W) AD(       ) 2
 FE2613
 FE2613.Superseded values are not recommended for survey control.
 FE2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2613.See file dsdata.txt to determine how the superseded data were derived.
 FE2613
 FE2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5773984651(NAD 83)
 FE2613_MARKER: P = PIPE CAP
 FE2613_SETTING: 0 = UNSPECIFIED SETTING
 FE2613
 FE2613  HISTORY     - Date     Condition        Report By
 FE2613  HISTORY     - 1959     MONUMENTED       USE
 FE2613
 FE2613                          STATION DESCRIPTION
 FE2613
 FE2613'DESCRIBED BY US ENGINEERS 1959
 FE2613'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST EDGE OF THE
 FE2613'SMALL TOWN OF FINLEY ON STATE HIGHWAY 20, GO WEST ON HIGHWAY 20 FOR
 FE2613'1.2 MILES TO A CROSSROAD AT BIG BOY JUNCTION. TURN LEFT AND GO SOUTH
 FE2613'ON A CONCRETE ROAD FOR 7.0 MILES TO A SIDE ROAD LEFT JUST BEFORE
 FE2613'REACHING A SMALL CONCRETE BRIDGE, AT THIS POINT THE ROAD IS GOING
 FE2613'WEST. CONTINUE AHEAD, WEST ON THE CONCRETE ROAD, CROSSING THE
 FE2613'CONCRETE BRIDGE AND GO 2.5 MILES TO AN IRON BRIDGE. CROSS THE BRIDGE
 FE2613'AND CONTINUE WEST FOR 2.4 MILES TO A T-ROAD AT WILLIAMS
 FE2613'STORE. TURN LEFT AND GO SOUTH ON A CONCRETE SLAB ROAD FOR 1.8 MILES
 FE2613'TO A SIDE ROAD RIGHT AT A 36 INCH POPLAR TREE. TURN RIGHT AND GO
 FE2613'WEST FOR A SHORT 0.05 MILE TO A FENCE CORNER AND A GAP IN THE FENCE.
 FE2613'PASS THROUGH THE FENCE AND GO SOUTH ALONG THE EAST SIDE OF A LEVEE
 FE2613'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FE2613'
 FE2613'B.M. 252-40 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2613'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 8 INCHES AND
 FE2613'THE DISK IS STAMPED B M 252-40. IT IS 100 FEET WEST OF THE LEVEE AND
 FE2613'5 FEET WEST OF THE WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0469 ***********************************************************************
 GC0469  DESIGNATION -  252.90 RESET
 GC0469  PID         -  GC0469
 GC0469  STATE/COUNTY-  TN/DAVIDSON
 GC0469  USGS QUAD   -  BELLEVUE (1983)
 GC0469
 GC0469                         *CURRENT SURVEY CONTROL
 GC0469  ___________________________________________________________________
 GC0469* NAD 83(1986)-  36 03 43.     (N)    086 55 06.     (W)     SCALED    
 GC0469* NAVD 88     -       188.234  (meters)     617.56   (feet)  ADJUSTED  
 GC0469  ___________________________________________________________________
 GC0469  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0469  DYNAMIC HT  -         188.070 (meters)     617.03  (feet)  COMP
 GC0469  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 GC0469
 GC0469  VERT ORDER  -  FIRST     CLASS II
 GC0469
 GC0469.The horizontal coordinates were scaled from a topographic map and have
 GC0469.an estimated accuracy of +/- 6 seconds.
 GC0469
 GC0469.The orthometric height was determined by differential leveling
 GC0469.and adjusted by the National Geodetic Survey in June 1991..
 GC0469
 GC0469.The geoid height was determined by GEOID03.
 GC0469
 GC0469.The dynamic height is computed by dividing the NAVD 88
 GC0469.geopotential number by the normal gravity value computed on the
 GC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0469.degrees latitude (g = 980.6199 gals.).
 GC0469
 GC0469.The modeled gravity was interpolated from observed gravity values.
 GC0469
 GC0469;                    North         East    Units  Estimated Accuracy
 GC0469;SPC TN       -   192,180.      517,270.      MT  (+/- 180 meters Scaled)
 GC0469
 GC0469                          SUPERSEDED SURVEY CONTROL
 GC0469
 GC0469  NGVD 29 (??/??/92)  188.251  (m)          617.62   (f) ADJ UNCH    1 2
 GC0469
 GC0469.Superseded values are not recommended for survey control.
 GC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0469.See file dsdata.txt to determine how the superseded data were derived.
 GC0469
 GC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE073908(NAD 83)
 GC0469_MARKER: DB = BENCH MARK DISK
 GC0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0469_STAMPING: 252.90 RESET
 GC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0469+STABILITY: SURFACE MOTION
 GC0469
 GC0469  HISTORY     - Date     Condition        Report By
 GC0469  HISTORY     - UNK      MONUMENTED       TNGS
 GC0469  HISTORY     - 1948     GOOD             NGS
 GC0469
 GC0469                          STATION DESCRIPTION
 GC0469
 GC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0469'1.2 MI E FROM BELLEVUE.
 GC0469'1.15 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0469'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, ABOUT 0.15 MILE
 GC0469'SOUTHWEST OF MILE POST 11, IN THE NORTH ANGLE OF THE CROSSING OF
 GC0469'HICKS ROAD, 31.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 28
 GC0469'FEET NORTHEAST OF THE CENTER LINE OF HICKS ROAD, 4 FEET EAST OF
 GC0469'POLE 11+6, 20 FEET SOUTH OF A PRIVATE ROAD LEADING EAST ALONG THE
 GC0469'TRACKS, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GC0469'WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0469'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2188 ***********************************************************************
 GA2188  DESIGNATION -  253
 GA2188  PID         -  GA2188
 GA2188  STATE/COUNTY-  TN/JEFFERSON
 GA2188  USGS QUAD   -  NEW MARKET (1987)
 GA2188
 GA2188                         *CURRENT SURVEY CONTROL
 GA2188  ___________________________________________________________________
 GA2188* NAD 83(1986)-  36 06 12.     (N)    083 33 17.     (W)     SCALED    
 GA2188* NAVD 88     -       325.221  (meters)    1067.00   (feet)  POSTED    
 GA2188  ___________________________________________________________________
 GA2188  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA2188  DYNAMIC HT  -         324.920 (meters)    1066.01  (feet)  COMP
 GA2188  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2188
 GA2188  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA2188
 GA2188.The horizontal coordinates were scaled from a topographic map and have
 GA2188.an estimated accuracy of +/- 6 seconds.
 GA2188
 GA2188.The orthometric height was determined by differential leveling
 GA2188.and adjusted by the National Geodetic Survey in 1992..
 GA2188.No vertical observational check was made to the station.
 GA2188.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA2188.was located on a no-check spur therefore a value was not computed.
 GA2188
 GA2188.The geoid height was determined by GEOID03.
 GA2188
 GA2188.The dynamic height is computed by dividing the NAVD 88
 GA2188.geopotential number by the normal gravity value computed on the
 GA2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2188.degrees latitude (g = 980.6199 gals.).
 GA2188
 GA2188.The modeled gravity was interpolated from observed gravity values.
 GA2188
 GA2188;                    North         East    Units  Estimated Accuracy
 GA2188;SPC TN       -   199,130.      820,160.      MT  (+/- 180 meters Scaled)
 GA2188
 GA2188                          SUPERSEDED SURVEY CONTROL
 GA2188
 GA2188  NGVD 29 (??/??/92)  325.344  (m)         1067.40   (f) ADJ UNCH    1 2
 GA2188
 GA2188.Superseded values are not recommended for survey control.
 GA2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2188.See file dsdata.txt to determine how the superseded data were derived.
 GA2188
 GA2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV700984(NAD 83)
 GA2188_MARKER: DD = SURVEY DISK
 GA2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2188+STABILITY: SURFACE MOTION
 GA2188
 GA2188  HISTORY     - Date     Condition        Report By
 GA2188  HISTORY     - UNK      MONUMENTED       TNGS
 GA2188  HISTORY     - 1949     MARK NOT FOUND   NGS
 GA2188  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2188
 GA2188                          STATION DESCRIPTION
 GA2188
 GA2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2188'AT NEW MARKET.
 GA2188'AT NEW MARKET, JEFFERSON COUNTY, 700 FEET NORTH OF THE SOUTHERN
 GA2188'RAILWAY STATION, 300 FEET NORTH OF AN UNDERPASS, 200 FEET
 GA2188'WEST OF THE 2-STORY HOUSE, AND 50 FEET EAST OF THE TRACK.  A
 GA2188'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA2188
 GA2188                          STATION RECOVERY (1967)
 GA2188
 GA2188'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0421 ***********************************************************************
 GC0421  DESIGNATION -  2533
 GC0421  PID         -  GC0421
 GC0421  STATE/COUNTY-  TN/RUTHERFORD
 GC0421  USGS QUAD   -  LA VERGNE (1983)
 GC0421
 GC0421                         *CURRENT SURVEY CONTROL
 GC0421  ___________________________________________________________________
 GC0421* NAD 83(1986)-  36 01 07.     (N)    086 34 45.     (W)     SCALED    
 GC0421* NAVD 88     -       169.848  (meters)     557.24   (feet)  ADJUSTED  
 GC0421  ___________________________________________________________________
 GC0421  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0421  DYNAMIC HT  -         169.702 (meters)     556.76  (feet)  COMP
 GC0421  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0421
 GC0421  VERT ORDER  -  FIRST     CLASS II
 GC0421
 GC0421.The horizontal coordinates were scaled from a topographic map and have
 GC0421.an estimated accuracy of +/- 6 seconds.
 GC0421
 GC0421.The orthometric height was determined by differential leveling
 GC0421.and adjusted by the National Geodetic Survey in June 1991..
 GC0421
 GC0421.The geoid height was determined by GEOID03.
 GC0421
 GC0421.The dynamic height is computed by dividing the NAVD 88
 GC0421.geopotential number by the normal gravity value computed on the
 GC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0421.degrees latitude (g = 980.6199 gals.).
 GC0421
 GC0421.The modeled gravity was interpolated from observed gravity values.
 GC0421
 GC0421;                    North         East    Units  Estimated Accuracy
 GC0421;SPC TN       -   187,140.      547,800.      MT  (+/- 180 meters Scaled)
 GC0421
 GC0421                          SUPERSEDED SURVEY CONTROL
 GC0421
 GC0421  NGVD 29 (??/??/92)  169.868  (m)          557.31   (f) ADJ UNCH    1 2
 GC0421
 GC0421.Superseded values are not recommended for survey control.
 GC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0421.See file dsdata.txt to determine how the superseded data were derived.
 GC0421
 GC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE379860(NAD 83)
 GC0421_MARKER: DB = BENCH MARK DISK
 GC0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0421_STAMPING: 2533
 GC0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0421+STABILITY: SURFACE MOTION
 GC0421
 GC0421  HISTORY     - Date     Condition        Report By
 GC0421  HISTORY     - UNK      MONUMENTED       TNGS
 GC0421  HISTORY     - 1949     GOOD             NGS
 GC0421
 GC0421                          STATION DESCRIPTION
 GC0421
 GC0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0421'AT LA VERGNE.
 GC0421'AT LA VERGNE, 231 FEET WEST OF THE NORTHWEST CORNER OF THE
 GC0421'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY OVERPASS OVER U.S.
 GC0421'HIGHWAY 70S, 194 FEET EAST AND ACROSS THE TRACKS FROM THE NORTHEAST
 GC0421'CORNER OF THE STATION, 38.8 FEET EAST OF A SWITCH STAND FOR A SIDE
 GC0421'TRACK, 27 FEET SOUTHEAST OF A METAL COVERED MAN HOLE, 26 FEET
 GC0421'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 22 FEET WEST-SOUTHWEST
 GC0421'OF POLE 15/27, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC0421'1 1/2 FEET BELOW THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 GC0421'POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0421'NOTE-- SOUTHEAST SIDE OF DISK IS HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2189 ***********************************************************************
 GA2189  DESIGNATION -  254
 GA2189  PID         -  GA2189
 GA2189  STATE/COUNTY-  TN/JEFFERSON
 GA2189  USGS QUAD   -  NEW MARKET (1987)
 GA2189
 GA2189                         *CURRENT SURVEY CONTROL
 GA2189  ___________________________________________________________________
 GA2189* NAD 83(1986)-  36 05 56.     (N)    083 33 58.     (W)     SCALED    
 GA2189* NAVD 88     -       313.003  (meters)    1026.91   (feet)  POSTED    
 GA2189  ___________________________________________________________________
 GA2189  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2189  DYNAMIC HT  -         312.720 (meters)    1025.98  (feet)  COMP
 GA2189  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2189
 GA2189  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA2189
 GA2189.The horizontal coordinates were scaled from a topographic map and have
 GA2189.an estimated accuracy of +/- 6 seconds.
 GA2189
 GA2189.The orthometric height was determined by differential leveling
 GA2189.and adjusted by the National Geodetic Survey in 1992..
 GA2189.No vertical observational check was made to the station.
 GA2189.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA2189.was located on a no-check spur therefore a value was not computed.
 GA2189
 GA2189.The geoid height was determined by GEOID03.
 GA2189
 GA2189.The dynamic height is computed by dividing the NAVD 88
 GA2189.geopotential number by the normal gravity value computed on the
 GA2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2189.degrees latitude (g = 980.6199 gals.).
 GA2189
 GA2189.The modeled gravity was interpolated from observed gravity values.
 GA2189
 GA2189;                    North         East    Units  Estimated Accuracy
 GA2189;SPC TN       -   198,610.      819,140.      MT  (+/- 180 meters Scaled)
 GA2189
 GA2189                          SUPERSEDED SURVEY CONTROL
 GA2189
 GA2189  NGVD 29 (??/??/92)  313.127  (m)         1027.32   (f) ADJ UNCH    1 2
 GA2189
 GA2189.Superseded values are not recommended for survey control.
 GA2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2189.See file dsdata.txt to determine how the superseded data were derived.
 GA2189
 GA2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV689979(NAD 83)
 GA2189_MARKER: DD = SURVEY DISK
 GA2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2189+STABILITY: SURFACE MOTION
 GA2189
 GA2189  HISTORY     - Date     Condition        Report By
 GA2189  HISTORY     - UNK      MONUMENTED       TNGS
 GA2189  HISTORY     - 1949     MARK NOT FOUND   NGS
 GA2189  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2189
 GA2189                          STATION DESCRIPTION
 GA2189
 GA2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2189'0.5 MI W FROM NEW MARKET.
 GA2189'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2189'NEW MARKET, JEFFERSON COUNTY, 17-1/2 POLES WEST OF THE STATION,
 GA2189'800 FEET EAST OF THE RAILROAD BRIDGE OVER LOST CREEK, 200 FEET
 GA2189'NORTH OF THE TRACK, AND ON A FENCE LINE OF PRIVATE PROPERTY.
 GA2189'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA2189
 GA2189                          STATION RECOVERY (1967)
 GA2189
 GA2189'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2195 ***********************************************************************
 GA2195  DESIGNATION -  255
 GA2195  PID         -  GA2195
 GA2195  STATE/COUNTY-  TN/JEFFERSON
 GA2195  USGS QUAD   -  NEW MARKET (1987)
 GA2195
 GA2195                         *CURRENT SURVEY CONTROL
 GA2195  ___________________________________________________________________
 GA2195* NAD 83(1986)-  36 05 36.     (N)    083 34 37.     (W)     SCALED    
 GA2195* NAVD 88     -       309.977  (meters)    1016.98   (feet)  ADJUSTED  
 GA2195  ___________________________________________________________________
 GA2195  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2195  DYNAMIC HT  -         309.692 (meters)    1016.05  (feet)  COMP
 GA2195  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 GA2195
 GA2195  VERT ORDER  -  FIRST     CLASS I
 GA2195
 GA2195.The horizontal coordinates were scaled from a topographic map and have
 GA2195.an estimated accuracy of +/- 6 seconds.
 GA2195
 GA2195.The orthometric height was determined by differential leveling
 GA2195.and adjusted by the National Geodetic Survey in June 1991..
 GA2195
 GA2195.The geoid height was determined by GEOID03.
 GA2195
 GA2195.The dynamic height is computed by dividing the NAVD 88
 GA2195.geopotential number by the normal gravity value computed on the
 GA2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2195.degrees latitude (g = 980.6199 gals.).
 GA2195
 GA2195.The modeled gravity was interpolated from observed gravity values.
 GA2195
 GA2195;                    North         East    Units  Estimated Accuracy
 GA2195;SPC TN       -   197,970.      818,180.      MT  (+/- 180 meters Scaled)
 GA2195
 GA2195                          SUPERSEDED SURVEY CONTROL
 GA2195
 GA2195  NGVD 29 (??/??/92)  310.113  (m)         1017.43   (f) ADJ UNCH    1 1
 GA2195
 GA2195.Superseded values are not recommended for survey control.
 GA2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2195.See file dsdata.txt to determine how the superseded data were derived.
 GA2195
 GA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV679973(NAD 83)
 GA2195_MARKER: DD = SURVEY DISK
 GA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2195_STAMPING: 255
 GA2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2195+STABILITY: SURFACE MOTION
 GA2195
 GA2195  HISTORY     - Date     Condition        Report By
 GA2195  HISTORY     - UNK      MONUMENTED       TNGS
 GA2195  HISTORY     - 1967     GOOD             NGS
 GA2195
 GA2195                          STATION DESCRIPTION
 GA2195
 GA2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2195'5 MI SW FROM JEFFERSON CITY.
 GA2195'ABOUT 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2195'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, AT THE
 GA2195'JUNCTION OF A BLACK TOPPED ROAD LEADING WEST, AT THE NORTH CORNER
 GA2195'OF A JUNK YARD, 110 FEET WEST OF THE WEST CORNER OF A ONE STORY
 GA2195'STUCCO HOUSE, 100 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA2195'EASTBOUND LANE OF THE HIGHWAY, 10 FEET SOUTH OF A 14-INCH
 GA2195'CEDAR TREE, 10 FEET SOUTH OF A 6-FOOT HIGH WIRE FENCE, 1.3
 GA2195'FEET NORTHWEST OF A METAL WITNESS POST, 20 FEET ABOVE THE LEVEL
 GA2195'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2195'4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0054 ***********************************************************************
 FD0054  DESIGNATION -  2552
 FD0054  PID         -  FD0054
 FD0054  STATE/COUNTY-  TN/RUTHERFORD
 FD0054  USGS QUAD   -  MURFREESBORO (1983)
 FD0054
 FD0054                         *CURRENT SURVEY CONTROL
 FD0054  ___________________________________________________________________
 FD0054* NAD 83(1986)-  35 52 01.     (N)    086 25 05.     (W)     SCALED    
 FD0054* NAVD 88     -       173.181  (meters)     568.18   (feet)  ADJUSTED  
 FD0054  ___________________________________________________________________
 FD0054  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0054  DYNAMIC HT  -         173.030 (meters)     567.68  (feet)  COMP
 FD0054  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FD0054
 FD0054  VERT ORDER  -  FIRST     CLASS II
 FD0054
 FD0054.The horizontal coordinates were scaled from a topographic map and have
 FD0054.an estimated accuracy of +/- 6 seconds.
 FD0054
 FD0054.The orthometric height was determined by differential leveling
 FD0054.and adjusted by the National Geodetic Survey in June 1991..
 FD0054
 FD0054.The geoid height was determined by GEOID03.
 FD0054
 FD0054.The dynamic height is computed by dividing the NAVD 88
 FD0054.geopotential number by the normal gravity value computed on the
 FD0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0054.degrees latitude (g = 980.6199 gals.).
 FD0054
 FD0054.The modeled gravity was interpolated from observed gravity values.
 FD0054
 FD0054;                    North         East    Units  Estimated Accuracy
 FD0054;SPC TN       -   170,230.      562,250.      MT  (+/- 180 meters Scaled)
 FD0054
 FD0054                          SUPERSEDED SURVEY CONTROL
 FD0054
 FD0054  NGVD 29 (??/??/92)  173.195  (m)          568.22   (f) ADJ UNCH    1 2
 FD0054
 FD0054.Superseded values are not recommended for survey control.
 FD0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0054.See file dsdata.txt to determine how the superseded data were derived.
 FD0054
 FD0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE525693(NAD 83)
 FD0054_MARKER: DB = BENCH MARK DISK
 FD0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0054_STAMPING: 2552
 FD0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0054+STABILITY: SURFACE MOTION
 FD0054
 FD0054  HISTORY     - Date     Condition        Report By
 FD0054  HISTORY     - UNK      MONUMENTED       TNGS
 FD0054  HISTORY     - 1949     GOOD             NGS
 FD0054  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0054
 FD0054                          STATION DESCRIPTION
 FD0054
 FD0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0054'1.8 MI NW FROM MURFREESBORO.
 FD0054'1.75 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0054'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, 472 FEET
 FD0054'EAST-SOUTHEAST OF THE CENTER OF THE UNDERPASS OF U.S. HIGHWAY 70S
 FD0054'AND 41 UNDER THE TRACK, 189 1/2 FEET EAST OF POLE NO. 29/30, 160
 FD0054'FEET NORTHEAST OF THE NORTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF THE
 FD0054'CENTER LINE OF THE HIGHWAY, 42 1/2 FEET NORTH OF TELEPHONE POLE
 FD0054'NO. 1253, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FD0054'2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0054'PROJECTING 2 INCHES.
 FD0054
 FD0054                          STATION RECOVERY (2001)
 FD0054
 FD0054'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0453 ***********************************************************************
 GC0453  DESIGNATION -  2562
 GC0453  PID         -  GC0453
 GC0453  STATE/COUNTY-  TN/DAVIDSON
 GC0453  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0453
 GC0453                         *CURRENT SURVEY CONTROL
 GC0453  ___________________________________________________________________
 GC0453* NAD 83(1986)-  36 08 30.     (N)    086 48 46.     (W)     SCALED    
 GC0453* NAVD 88     -       187.253  (meters)     614.35   (feet)  ADJUSTED  
 GC0453  ___________________________________________________________________
 GC0453  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0453  DYNAMIC HT  -         187.092 (meters)     613.82  (feet)  COMP
 GC0453  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GC0453
 GC0453  VERT ORDER  -  FIRST     CLASS II
 GC0453
 GC0453.The horizontal coordinates were scaled from a topographic map and have
 GC0453.an estimated accuracy of +/- 6 seconds.
 GC0453
 GC0453.The orthometric height was determined by differential leveling
 GC0453.and adjusted by the National Geodetic Survey in June 1991..
 GC0453
 GC0453.The geoid height was determined by GEOID03.
 GC0453
 GC0453.The dynamic height is computed by dividing the NAVD 88
 GC0453.geopotential number by the normal gravity value computed on the
 GC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0453.degrees latitude (g = 980.6199 gals.).
 GC0453
 GC0453.The modeled gravity was interpolated from observed gravity values.
 GC0453
 GC0453;                    North         East    Units  Estimated Accuracy
 GC0453;SPC TN       -   200,940.      526,850.      MT  (+/- 180 meters Scaled)
 GC0453
 GC0453                          SUPERSEDED SURVEY CONTROL
 GC0453
 GC0453  NGVD 29 (??/??/92)  187.273  (m)          614.41   (f) ADJ UNCH    1 2
 GC0453
 GC0453.Superseded values are not recommended for survey control.
 GC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0453.See file dsdata.txt to determine how the superseded data were derived.
 GC0453
 GC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE168996(NAD 83)
 GC0453_MARKER: DD = SURVEY DISK
 GC0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0453_STAMPING: 2562
 GC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0453+STABILITY: SURFACE MOTION
 GC0453
 GC0453  HISTORY     - Date     Condition        Report By
 GC0453  HISTORY     - UNK      MONUMENTED       TNGS
 GC0453  HISTORY     - 1948     GOOD             NGS
 GC0453
 GC0453                          STATION DESCRIPTION
 GC0453
 GC0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0453'AT NASHVILLE.
 GC0453'AT NASHVILLE, ALONG 32ND AVENUE, ABOUT 0.2 MILE SOUTH OF WEST
 GC0453'END AVENUE, BETWEEN WELLINGTON AND DUDLEY AVENUES, IN THE NORTHEAST
 GC0453'EDGE OF 32ND AVENUE, 33 FEET SOUTHEAST OF THE CENTER LINE OF AN
 GC0453'ALLEY LEADING NORTHEAST, 133 FEET NORTHWEST OF THE CENTER LINE OF
 GC0453'WELLINGTON AVENUE, 11.5 FEET WEST AND ACROSS SIDE WALK FROM A
 GC0453'ROCK WALL, 2.3 FEET WEST OF THE EAST CURB LINE OF 32ND AVENUE,
 GC0453'ABOUT FLUSH WITH THE TAR STREET AND SET IN THE TOP OF AN IRREGULAR
 GC0453'SHAPED MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0452 ***********************************************************************
 GC0452  DESIGNATION -  2563
 GC0452  PID         -  GC0452
 GC0452  STATE/COUNTY-  TN/DAVIDSON
 GC0452  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0452
 GC0452                         *CURRENT SURVEY CONTROL
 GC0452  ___________________________________________________________________
 GC0452* NAD 83(1986)-  36 08 37.     (N)    086 48 52.     (W)     SCALED    
 GC0452* NAVD 88     -       171.641  (meters)     563.13   (feet)  ADJUSTED  
 GC0452  ___________________________________________________________________
 GC0452  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0452  DYNAMIC HT  -         171.493 (meters)     562.64  (feet)  COMP
 GC0452  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 GC0452
 GC0452  VERT ORDER  -  FIRST     CLASS II
 GC0452
 GC0452.The horizontal coordinates were scaled from a topographic map and have
 GC0452.an estimated accuracy of +/- 6 seconds.
 GC0452
 GC0452.The orthometric height was determined by differential leveling
 GC0452.and adjusted by the National Geodetic Survey in June 1991..
 GC0452
 GC0452.The geoid height was determined by GEOID03.
 GC0452
 GC0452.The dynamic height is computed by dividing the NAVD 88
 GC0452.geopotential number by the normal gravity value computed on the
 GC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0452.degrees latitude (g = 980.6199 gals.).
 GC0452
 GC0452.The modeled gravity was interpolated from observed gravity values.
 GC0452
 GC0452;                    North         East    Units  Estimated Accuracy
 GC0452;SPC TN       -   201,160.      526,700.      MT  (+/- 180 meters Scaled)
 GC0452
 GC0452                          SUPERSEDED SURVEY CONTROL
 GC0452
 GC0452  NGVD 29 (??/??/92)  171.661  (m)          563.19   (f) ADJ UNCH    1 2
 GC0452
 GC0452.Superseded values are not recommended for survey control.
 GC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0452.See file dsdata.txt to determine how the superseded data were derived.
 GC0452
 GC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE166998(NAD 83)
 GC0452_MARKER: DD = SURVEY DISK
 GC0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0452_STAMPING: 2563
 GC0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0452+STABILITY: SURFACE MOTION
 GC0452
 GC0452  HISTORY     - Date     Condition        Report By
 GC0452  HISTORY     - UNK      MONUMENTED       TNGS
 GC0452  HISTORY     - 1948     GOOD             NGS
 GC0452
 GC0452                          STATION DESCRIPTION
 GC0452
 GC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0452'AT NASHVILLE.
 GC0452'AT NASHVILLE, ALONG WEST END ABOUT 2.5 MILES WEST OF THE COURT
 GC0452'HOUSE, ON THE NORTHWEST SIDE OF THE WEST END AVENUE OPPOSITE THE
 GC0452'JUNCTION OF 32ND AVENUE SOUTH, 1 FOOT NORTHWEST OF THE CONCRETE
 GC0452'CURB OF WEST END AVENUE, ABOUT 6 FEET NORTHEAST OF THE PROLONGED
 GC0452'CENTER LINE OF 32ND AVE. SOUTH, 46.5 FEET NORTHEAST OF A POWER
 GC0452'POLE, 11.5 FEET SOUTHEAST OF A MASONRY WALL, 108.5 FEET WEST AND
 GC0452'ACROSS WEST END AVENUE FROM THE WEST CORNER OF 32ND AVENUE
 GC0452'APARTMENT BUILDING AND ABOUT 1 FOOT ABOVE THE STREET.  SET IN
 GC0452'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0457 ***********************************************************************
 GC0457  DESIGNATION -  2564
 GC0457  PID         -  GC0457
 GC0457  STATE/COUNTY-  TN/DAVIDSON
 GC0457  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0457
 GC0457                         *CURRENT SURVEY CONTROL
 GC0457  ___________________________________________________________________
 GC0457* NAD 83(1986)-  36 08 21.     (N)    086 49 08.     (W)     SCALED    
 GC0457* NAVD 88     -       180.259  (meters)     591.40   (feet)  ADJUSTED  
 GC0457  ___________________________________________________________________
 GC0457  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0457  DYNAMIC HT  -         180.104 (meters)     590.89  (feet)  COMP
 GC0457  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0457
 GC0457  VERT ORDER  -  FIRST     CLASS II
 GC0457
 GC0457.The horizontal coordinates were scaled from a topographic map and have
 GC0457.an estimated accuracy of +/- 6 seconds.
 GC0457
 GC0457.The orthometric height was determined by differential leveling
 GC0457.and adjusted by the National Geodetic Survey in June 1991..
 GC0457
 GC0457.The geoid height was determined by GEOID03.
 GC0457
 GC0457.The dynamic height is computed by dividing the NAVD 88
 GC0457.geopotential number by the normal gravity value computed on the
 GC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0457.degrees latitude (g = 980.6199 gals.).
 GC0457
 GC0457.The modeled gravity was interpolated from observed gravity values.
 GC0457
 GC0457;                    North         East    Units  Estimated Accuracy
 GC0457;SPC TN       -   200,670.      526,300.      MT  (+/- 180 meters Scaled)
 GC0457
 GC0457                          SUPERSEDED SURVEY CONTROL
 GC0457
 GC0457  NGVD 29 (??/??/92)  180.279  (m)          591.47   (f) ADJ UNCH    1 2
 GC0457
 GC0457.Superseded values are not recommended for survey control.
 GC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0457.See file dsdata.txt to determine how the superseded data were derived.
 GC0457
 GC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162993(NAD 83)
 GC0457_MARKER: DD = SURVEY DISK
 GC0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0457_STAMPING: 2564
 GC0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0457+STABILITY: SURFACE MOTION
 GC0457
 GC0457  HISTORY     - Date     Condition        Report By
 GC0457  HISTORY     - UNK      MONUMENTED       TNGS
 GC0457  HISTORY     - 1948     GOOD             NGS
 GC0457
 GC0457                          STATION DESCRIPTION
 GC0457
 GC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0457'AT NASHVILLE.
 GC0457'AT NASHVILLE, IN THE WEST PART OF THE CITY, ON THE SOUTHEAST SIDE
 GC0457'OF WEST END AVENUE AT THE INTERSECTION OF MURPHY ROAD LEADING
 GC0457'NORTHWEST AND ORLEANS DRIVE SOUTHEAST, 37.5 FEET SOUTHEAST OF THE
 GC0457'CENTER LINE OF WEST END AVENUE, 67.5 FEET SOUTHWEST OF THE CENTER
 GC0457'LINE OF ORLEANS DRIVE, 29 FEET NORTHEAST OF A TELEPHONE POLE, 88
 GC0457'FEET NORTHWEST OF THE CENTER OF ARCHWAY AT THE ENTRANCE TO THE
 GC0457'NORTHEAST WING OF COURTLAND PLACE APARTMENT, 1 FOOT SOUTHEAST
 GC0457'OF THE SOUTHEAST CURB LINE OF WEST END AVENUE AND ABOUT 1 FOOT
 GC0457'ABOVE THE STREET.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0457'ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0413 ***********************************************************************
 GA0413  DESIGNATION -  2565
 GA0413  PID         -  GA0413
 GA0413  STATE/COUNTY-  TN/CARTER
 GA0413  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0413
 GA0413                         *CURRENT SURVEY CONTROL
 GA0413  ___________________________________________________________________
 GA0413* NAD 83(1986)-  36 12 01.     (N)    082 04 24.     (W)     SCALED    
 GA0413* NAVD 88     -       781.434  (meters)    2563.75   (feet)  ADJUSTED  
 GA0413  ___________________________________________________________________
 GA0413  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA0413  DYNAMIC HT  -         780.631 (meters)    2561.12  (feet)  COMP
 GA0413  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 GA0413
 GA0413  VERT ORDER  -  FIRST     CLASS II
 GA0413
 GA0413.The horizontal coordinates were scaled from a topographic map and have
 GA0413.an estimated accuracy of +/- 6 seconds.
 GA0413
 GA0413.The orthometric height was determined by differential leveling
 GA0413.and adjusted by the National Geodetic Survey in June 1991..
 GA0413
 GA0413.The geoid height was determined by GEOID03.
 GA0413
 GA0413.The dynamic height is computed by dividing the NAVD 88
 GA0413.geopotential number by the normal gravity value computed on the
 GA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0413.degrees latitude (g = 980.6199 gals.).
 GA0413
 GA0413.The modeled gravity was interpolated from observed gravity values.
 GA0413
 GA0413;                    North         East    Units  Estimated Accuracy
 GA0413;SPC TN       -   214,220.      953,040.      MT  (+/- 180 meters Scaled)
 GA0413
 GA0413                          SUPERSEDED SURVEY CONTROL
 GA0413
 GA0413  NGVD 29 (??/??/92)  781.540  (m)         2564.10   (f) ADJ UNCH    1 2
 GA0413
 GA0413.Superseded values are not recommended for survey control.
 GA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0413.See file dsdata.txt to determine how the superseded data were derived.
 GA0413
 GA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA035066(NAD 83)
 GA0413_MARKER: DD = SURVEY DISK
 GA0413_SETTING: 66 = SET IN ROCK OUTCROP
 GA0413_SP_SET: SET IN ROCK OUTCROP
 GA0413_STAMPING: 2564.283 FT ASH
 GA0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0413+STABILITY: POSITION/ELEVATION WELL
 GA0413
 GA0413  HISTORY     - Date     Condition        Report By
 GA0413  HISTORY     - UNK      MONUMENTED       USGS
 GA0413  HISTORY     - 1933     GOOD             NGS
 GA0413
 GA0413                          STATION DESCRIPTION
 GA0413
 GA0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0413'AT ROAN MOUNTAIN.
 GA0413'AT ROAN MOUNTAIN, CARTER COUNTY, ON THE EAST TENNESSEE AND
 GA0413'WESTERN NORTH CAROLINA RAILROAD, 600 YARDS EAST OF MILEPOST 25,
 GA0413'858 FEET NORTHWEST OF THE ROAN MOUNTAIN INN, 75 FEET NORTH OF
 GA0413'THE CENTERLINE OF THE TRACK, 1 FOOT HIGHER THAN THE RAIL, AND IN
 GA0413'THE TOP OF A ROCK LEDGE IN THE SIDE OF THE MOUNTAIN.  A UNITED
 GA0413'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2564.283 FT. ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2279 ***********************************************************************
 GC2279  DESIGNATION -  2565
 GC2279  PID         -  GC2279
 GC2279  STATE/COUNTY-  TN/DAVIDSON
 GC2279  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2279
 GC2279                         *CURRENT SURVEY CONTROL
 GC2279  ___________________________________________________________________
 GC2279* NAD 83(1995)-  36 08 07.00372(N)    086 49 24.26259(W)     ADJUSTED  
 GC2279* NAVD 88     -       175.87   (+/-2cm)     577.0    (feet)  VERTCON   
 GC2279  ___________________________________________________________________
 GC2279  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC2279  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2279
 GC2279  HORZ ORDER  -  SECOND
 GC2279  VERT ORDER  -  THIRD ? (See Below)
 GC2279
 GC2279.The horizontal coordinates were established by classical geodetic methods
 GC2279.and adjusted by the National Geodetic Survey in April 1999..
 GC2279
 GC2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2279.The vertical order pertains to the NGVD 29 superseded value.
 GC2279
 GC2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2279
 GC2279.The geoid height was determined by GEOID03.
 GC2279
 GC2279;                    North         East     Units Scale Factor Converg.
 GC2279;SPC TN       -   200,237.133   525,889.334   MT  0.99996218   -0 28 55.4
 GC2279;SPC TN       -   656,944.66  1,725,355.26   sFT  0.99996218   -0 28 55.4
 GC2279;UTM  16      - 3,998,967.460   515,888.753   MT  0.99960311   +0 06 14.9
 GC2279
 GC2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2279!SPC TN       -   0.99997699  x   0.99996218  =   0.99993917
 GC2279!UTM  16      -   0.99997699  x   0.99960311  =   0.99958011
 GC2279
 GC2279                          SUPERSEDED SURVEY CONTROL
 GC2279
 GC2279  NAD 83(1995)-  36 08 07.00580(N)    086 49 24.26451(W) AD(       ) 2
 GC2279  NAD 83(1995)-  36 08 07.00757(N)    086 49 24.26468(W) AD(       ) 2
 GC2279  NAD 83(1986)-  36 08 07.01390(N)    086 49 24.26576(W) AD(       ) 2
 GC2279  NAD 27      -  36 08 06.80620(N)    086 49 24.26440(W) AD(       ) 2
 GC2279  NGVD 29 (07/19/86)  175.89   (m)          577.1    (f) LEVELING    3  
 GC2279
 GC2279.Superseded values are not recommended for survey control.
 GC2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2279.See file dsdata.txt to determine how the superseded data were derived.
 GC2279
 GC2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1588998967(NAD 83)
 GC2279_MARKER: DE = TRAVERSE STATION DISK
 GC2279_SETTING: 0 = UNSPECIFIED SETTING
 GC2279_MARK LOGO: TNGS  
 GC2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2279
 GC2279  HISTORY     - Date     Condition        Report By
 GC2279  HISTORY     - 1959     MONUMENTED       TNGS
 GC2279
 GC2279                          STATION DESCRIPTION
 GC2279
 GC2279'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2279'SEE STATION ELMINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0608 ***********************************************************************
 GC0608  DESIGNATION -  2565=ELMINGTON RM 2
 GC0608  PID         -  GC0608
 GC0608  STATE/COUNTY-  TN/DAVIDSON
 GC0608  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0608
 GC0608                         *CURRENT SURVEY CONTROL
 GC0608  ___________________________________________________________________
 GC0608* NAD 83(1986)-  36 08 05.     (N)    086 49 25.     (W)     SCALED    
 GC0608* NAVD 88     -       175.870  (meters)     577.00   (feet)  ADJUSTED  
 GC0608  ___________________________________________________________________
 GC0608  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0608  DYNAMIC HT  -         175.719 (meters)     576.50  (feet)  COMP
 GC0608  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0608
 GC0608  VERT ORDER  -  SECOND    CLASS 0
 GC0608
 GC0608.The horizontal coordinates were scaled from a topographic map and have
 GC0608.an estimated accuracy of +/- 6 seconds.
 GC0608
 GC0608.The orthometric height was determined by differential leveling
 GC0608.and adjusted by the National Geodetic Survey in June 1991..
 GC0608
 GC0608.The geoid height was determined by GEOID03.
 GC0608
 GC0608.The dynamic height is computed by dividing the NAVD 88
 GC0608.geopotential number by the normal gravity value computed on the
 GC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0608.degrees latitude (g = 980.6199 gals.).
 GC0608
 GC0608.The modeled gravity was interpolated from observed gravity values.
 GC0608
 GC0608;                    North         East    Units  Estimated Accuracy
 GC0608;SPC TN       -   200,180.      525,870.      MT  (+/- 180 meters Scaled)
 GC0608
 GC0608                          SUPERSEDED SURVEY CONTROL
 GC0608
 GC0608  NGVD 29 (??/??/92)  175.890  (m)          577.07   (f) ADJ UNCH    2 0
 GC0608
 GC0608.Superseded values are not recommended for survey control.
 GC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0608.See file dsdata.txt to determine how the superseded data were derived.
 GC0608
 GC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158989(NAD 83)
 GC0608_MARKER: DD = SURVEY DISK
 GC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0608_STAMPING: 2565
 GC0608_MARK LOGO: TNGS  
 GC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0608+STABILITY: SURFACE MOTION
 GC0608
 GC0608  HISTORY     - Date     Condition        Report By
 GC0608  HISTORY     - UNK      MONUMENTED       TNGS
 GC0608  HISTORY     - 1960     GOOD             NGS
 GC0608
 GC0608                          STATION DESCRIPTION
 GC0608
 GC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0608'AT NASHVILLE.
 GC0608'THIS MARK IS LOCATED AT THE ELMINGTON 1959 STATION SITE, 115 FT.
 GC0608'NORTHEAST OF THE STATION MARK, 1 FT. SOUTH OF THE SOUTH CURB OF
 GC0608'WEST END AVENUE AND 0.5 FT. EAST OF THE EAST EDGE OF THE EAST CURB
 GC0608'OF ELMINGTON AVENUE, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GC0608'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0462 ***********************************************************************
 GC0462  DESIGNATION -  2569 RESET
 GC0462  PID         -  GC0462
 GC0462  STATE/COUNTY-  TN/DAVIDSON
 GC0462  USGS QUAD   -  OAK HILL (1968)
 GC0462
 GC0462                         *CURRENT SURVEY CONTROL
 GC0462  ___________________________________________________________________
 GC0462* NAD 83(1986)-  36 07 10.     (N)    086 51 19.     (W)     SCALED    
 GC0462* NAVD 88     -       142.77   (meters)     468.4    (feet)  RESET     
 GC0462  ___________________________________________________________________
 GC0462  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0462
 GC0462  VERT ORDER  -  THIRD
 GC0462
 GC0462.The horizontal coordinates were scaled from a topographic map and have
 GC0462.an estimated accuracy of +/- 6 seconds.
 GC0462
 GC0462.The orthometric height was computed from unverified reset data.
 GC0462
 GC0462.The geoid height was determined by GEOID03.
 GC0462
 GC0462;                    North         East    Units  Estimated Accuracy
 GC0462;SPC TN       -   198,510.      523,010.      MT  (+/- 180 meters Scaled)
 GC0462
 GC0462                          SUPERSEDED SURVEY CONTROL
 GC0462
 GC0462.No superseded survey control is available for this station.
 GC0462
 GC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130972(NAD 83)
 GC0462_MARKER: DB = BENCH MARK DISK
 GC0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0462_STAMPING: 2569 TNGS RESET 1969
 GC0462_MARK LOGO: CGS   
 GC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0462+STABILITY: SURFACE MOTION
 GC0462
 GC0462  HISTORY     - Date     Condition        Report By
 GC0462  HISTORY     - 1969     MONUMENTED       CGS
 GC0462
 GC0462                          STATION DESCRIPTION
 GC0462
 GC0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0462'5.5 MI W FROM NASHVILLE.
 GC0462'ABOUT 5.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0462'FROM THE UNION STATION IN THE SOUTH ANGLE OF THE INTERSECTION OF
 GC0462'HARDING ROAD (U.S. HIGHWAY 70S) AND BELLE MEADE BOULEVARD.  IT IS
 GC0462'157.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, 142 FEET
 GC0462'SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION OF HARDING ROAD
 GC0462'AND BELLE MEADE BOULEVARD, 55 FEET NORTH OF A 30-INCH RED MAPLE
 GC0462'TREE, 45 FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTHBOUND
 GC0462'LANE OF BELLE MEADE BOULEVARD, 43 FEET SOUTHEAST OF THE APPROXIMATE
 GC0462'CENTER OF HARDING ROAD, AND 29 FEET EAST OF UTILITY AND LAMP POLE
 GC0462'NO. 10426-14.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 GC0462'THE EAST END OF THE TOP OF A CONCRETE HEADWALL IN THE SOUTH ANGLE
 GC0462'OF THE STREETS, AND THE DISK IS STAMPED 2569 TGS RESET 1969.
 GC0462'NO WITNESS POST SET, MARK IN TENDED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0476 ***********************************************************************
 FF0476  DESIGNATION -  257
 FF0476  PID         -  FF0476
 FF0476  STATE/COUNTY-  TN/SHELBY
 FF0476  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0476
 FF0476                         *CURRENT SURVEY CONTROL
 FF0476  ___________________________________________________________________
 FF0476* NAD 83(1986)-  35 02 56.     (N)    090 06 12.     (W)     SCALED    
 FF0476* NAVD 88     -        78.357  (meters)     257.08   (feet)  ADJUSTED  
 FF0476  ___________________________________________________________________
 FF0476  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0476  DYNAMIC HT  -          78.285 (meters)     256.84  (feet)  COMP
 FF0476  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FF0476
 FF0476  VERT ORDER  -  FIRST     CLASS II
 FF0476
 FF0476.The horizontal coordinates were scaled from a topographic map and have
 FF0476.an estimated accuracy of +/- 6 seconds.
 FF0476
 FF0476.The orthometric height was determined by differential leveling
 FF0476.and adjusted by the National Geodetic Survey in June 1991..
 FF0476
 FF0476.The geoid height was determined by GEOID03.
 FF0476
 FF0476.The dynamic height is computed by dividing the NAVD 88
 FF0476.geopotential number by the normal gravity value computed on the
 FF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0476.degrees latitude (g = 980.6199 gals.).
 FF0476
 FF0476.The modeled gravity was interpolated from observed gravity values.
 FF0476
 FF0476;                    North         East    Units  Estimated Accuracy
 FF0476;SPC TN       -    87,240.      225,730.      MT  (+/- 180 meters Scaled)
 FF0476
 FF0476                          SUPERSEDED SURVEY CONTROL
 FF0476
 FF0476  NGVD 29 (??/??/??)   78.332  (m)          256.99   (f) ADJUSTED    1 2
 FF0476
 FF0476.Superseded values are not recommended for survey control.
 FF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0476.See file dsdata.txt to determine how the superseded data were derived.
 FF0476
 FF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU642823(NAD 83)
 FF0476_MARKER: P = PIPE CAP
 FF0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0476_STAMPING: 257
 FF0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0476
 FF0476  HISTORY     - Date     Condition        Report By
 FF0476  HISTORY     - UNK      MONUMENTED       USGS
 FF0476  HISTORY     - 1956     POOR             CGS
 FF0476  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0476
 FF0476                          STATION DESCRIPTION
 FF0476
 FF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0476'4.2 MI SW FROM MEMPHIS.
 FF0476'4.15 MILES SOUTHWEST AND SOUTH ALONG THE ILLINOIS CENTRAL
 FF0476'RAILROAD FROM THE CROSSING OF FLORIDA STREET AT MEMPHIS, AT
 FF0476'CROSSING OF FIELDS ROAD AT HULET, 205 1/2 FEET SOUTH-SOUTHEAST
 FF0476'AND ACROSS TRACK AND FIELDS ROAD FROM MILE POST 7, 75 FEET
 FF0476'EAST-SOUTHEAST OF NEAR RAIL OF TRACK, 14 FEET SOUTH OF CENTER
 FF0476'LINE OF FIELDS ROAD, 7 1/2 FEET WEST OF POWER LINE BRACE
 FF0476'POLE NO. 63564, 56 1/2 FEET SOUTH-SOUTHWEST AND ACROSS FIELDS
 FF0476'ROAD FROM BENCH MARK S 75 AND IS A U.S.G.S. CAP ON A 4-INCH
 FF0476'PIPE PROJECTING 25 INCHES.  NOTE-- THE PIPE LEANS TO THE
 FF0476'SOUTHEAST AND IS VERY LOOSE IN GROUND.  THE ROD WAS HELD ON
 FF0476'THE EY OF THE CASTING SURVEY.  MARK SHOULD BE USED WITH EXTREME
 FF0476'CAUTION.  THE MILE POSTS ALONG THIS PORTION OF TRACK ARE NOT
 FF0476'UNIFORMLY 1-MILE APART.  THE DISTANCE BETWEEN MILE POSTS M 6
 FF0476'AND M 7 IS 0.7 MILE.
 FF0476
 FF0476                          STATION RECOVERY (1976)
 FF0476
 FF0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0463 ***********************************************************************
 GC0463  DESIGNATION -  2570
 GC0463  PID         -  GC0463
 GC0463  STATE/COUNTY-  TN/DAVIDSON
 GC0463  USGS QUAD   -  OAK HILL (1968)
 GC0463
 GC0463                         *CURRENT SURVEY CONTROL
 GC0463  ___________________________________________________________________
 GC0463* NAD 83(1986)-  36 06 54.     (N)    086 51 42.     (W)     SCALED    
 GC0463* NAVD 88     -       145.351  (meters)     476.87   (feet)  ADJUSTED  
 GC0463  ___________________________________________________________________
 GC0463  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0463  DYNAMIC HT  -         145.226 (meters)     476.46  (feet)  COMP
 GC0463  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC0463
 GC0463  VERT ORDER  -  FIRST     CLASS II
 GC0463
 GC0463.The horizontal coordinates were scaled from a topographic map and have
 GC0463.an estimated accuracy of +/- 6 seconds.
 GC0463
 GC0463.The orthometric height was determined by differential leveling
 GC0463.and adjusted by the National Geodetic Survey in June 1991..
 GC0463
 GC0463.The geoid height was determined by GEOID03.
 GC0463
 GC0463.The dynamic height is computed by dividing the NAVD 88
 GC0463.geopotential number by the normal gravity value computed on the
 GC0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0463.degrees latitude (g = 980.6199 gals.).
 GC0463
 GC0463.The modeled gravity was interpolated from observed gravity values.
 GC0463
 GC0463;                    North         East    Units  Estimated Accuracy
 GC0463;SPC TN       -   198,020.      522,430.      MT  (+/- 180 meters Scaled)
 GC0463
 GC0463                          SUPERSEDED SURVEY CONTROL
 GC0463
 GC0463  NGVD 29 (??/??/92)  145.373  (m)          476.94   (f) ADJ UNCH    1 2
 GC0463
 GC0463.Superseded values are not recommended for survey control.
 GC0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0463.See file dsdata.txt to determine how the superseded data were derived.
 GC0463
 GC0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124967(NAD 83)
 GC0463_MARKER: DD = SURVEY DISK
 GC0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0463_STAMPING: 2570
 GC0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0463+STABILITY: SURFACE MOTION
 GC0463
 GC0463  HISTORY     - Date     Condition        Report By
 GC0463  HISTORY     - UNK      MONUMENTED       TNGS
 GC0463  HISTORY     - 1948     GOOD             NGS
 GC0463
 GC0463                          STATION DESCRIPTION
 GC0463
 GC0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0463'6 MI W FROM NASHVILLE.
 GC0463'6.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0463'RAILWAY FROM THE UNION STATION AT NASHVILLE, AT THE CROSSING OF
 GC0463'DAVIDSON ROAD, ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHWEST END OF
 GC0463'BRIDGE OVER RICHLAND CREEK, IN THE SOUTH ANGLE OF THE CROSSING, ABOUT
 GC0463'6 RAILS NORTHEAST OF MILE POST 6, 63 FEET NORTHWEST OF THE CENTER
 GC0463'LINE OF HARDING ROAD PARALLELING THE TRACK, 41.5 FEET SOUTHEAST
 GC0463'OF THE SOUTHEAST RAIL, 18.5 FEET SOUTHWEST OF THE CENTER LINE OF
 GC0463'DAVIDSON ROAD, 6 FEET WEST OF A 30-INCH HACKBERRY TREE, ABOUT 3
 GC0463'FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 GC0463'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0464 ***********************************************************************
 GC0464  DESIGNATION -  2571
 GC0464  PID         -  GC0464
 GC0464  STATE/COUNTY-  TN/DAVIDSON
 GC0464  USGS QUAD   -  OAK HILL (1968)
 GC0464
 GC0464                         *CURRENT SURVEY CONTROL
 GC0464  ___________________________________________________________________
 GC0464* NAD 83(1986)-  36 06 34.     (N)    086 51 57.     (W)     SCALED    
 GC0464* NAVD 88     -       148.670  (meters)     487.76   (feet)  ADJUSTED  
 GC0464  ___________________________________________________________________
 GC0464  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0464  DYNAMIC HT  -         148.542 (meters)     487.34  (feet)  COMP
 GC0464  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GC0464
 GC0464  VERT ORDER  -  FIRST     CLASS II
 GC0464
 GC0464.The horizontal coordinates were scaled from a topographic map and have
 GC0464.an estimated accuracy of +/- 6 seconds.
 GC0464
 GC0464.The orthometric height was determined by differential leveling
 GC0464.and adjusted by the National Geodetic Survey in June 1991..
 GC0464
 GC0464.The geoid height was determined by GEOID03.
 GC0464
 GC0464.The dynamic height is computed by dividing the NAVD 88
 GC0464.geopotential number by the normal gravity value computed on the
 GC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0464.degrees latitude (g = 980.6199 gals.).
 GC0464
 GC0464.The modeled gravity was interpolated from observed gravity values.
 GC0464
 GC0464;                    North         East    Units  Estimated Accuracy
 GC0464;SPC TN       -   197,400.      522,050.      MT  (+/- 180 meters Scaled)
 GC0464
 GC0464                          SUPERSEDED SURVEY CONTROL
 GC0464
 GC0464  NGVD 29 (??/??/92)  148.691  (m)          487.83   (f) ADJ UNCH    1 2
 GC0464
 GC0464.Superseded values are not recommended for survey control.
 GC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0464.See file dsdata.txt to determine how the superseded data were derived.
 GC0464
 GC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE120960(NAD 83)
 GC0464_MARKER: DD = SURVEY DISK
 GC0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0464_STAMPING: 2571
 GC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0464+STABILITY: SURFACE MOTION
 GC0464
 GC0464  HISTORY     - Date     Condition        Report By
 GC0464  HISTORY     - UNK      MONUMENTED       TNGS
 GC0464  HISTORY     - 1948     GOOD             NGS
 GC0464
 GC0464                          STATION DESCRIPTION
 GC0464
 GC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0464'6.4 MI W FROM NASHVILLE.
 GC0464'6.4 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0464'RAILWAY FROM THE UNION STATION AT NASHVILLE, ABOUT 0.1 MILE
 GC0464'NORTHEAST OF THE CROSSING OF A ROAD LEADING TO THE NASHVILLE
 GC0464'GUN CLUB, 60.5 FEET NORTHEAST OF POLE 6+15 AND ABOUT IN LINE WITH
 GC0464'THE ROW OF POLES, 21.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GC0464'MAIN TRACK, 17 FEET SOUTHEAST OF THE NORTHWEST R/W FENCE LINE, 7
 GC0464'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, ON THE
 GC0464'NORTHWEST FILL OF THE TRACK, 1 FOOT SOUTHWEST OF A WHITE WOODEN
 GC0464'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 GC0464'OF A CONCRETE POST ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2320 ***********************************************************************
 GC2320  DESIGNATION -  2579
 GC2320  PID         -  GC2320
 GC2320  STATE/COUNTY-  TN/DAVIDSON
 GC2320  USGS QUAD   -  BELLEVUE (1983)
 GC2320
 GC2320                         *CURRENT SURVEY CONTROL
 GC2320  ___________________________________________________________________
 GC2320* NAD 83(1995)-  36 04 44.75167(N)    086 57 10.53698(W)     ADJUSTED  
 GC2320* NAVD 88     -       187.77   (+/-2cm)     616.0    (feet)  VERTCON   
 GC2320  ___________________________________________________________________
 GC2320  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GC2320  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2320
 GC2320  HORZ ORDER  -  SECOND
 GC2320  VERT ORDER  -  THIRD ? (See Below)
 GC2320
 GC2320.The horizontal coordinates were established by classical geodetic methods
 GC2320.and adjusted by the National Geodetic Survey in April 1999..
 GC2320
 GC2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2320.The vertical order pertains to the NGVD 29 superseded value.
 GC2320
 GC2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2320
 GC2320.The geoid height was determined by GEOID03.
 GC2320
 GC2320;                    North         East     Units Scale Factor Converg.
 GC2320;SPC TN       -   194,109.559   514,171.477   MT  0.99995752   -0 33 28.4
 GC2320;SPC TN       -   636,841.11  1,686,910.92   sFT  0.99995752   -0 33 28.4
 GC2320;UTM  16      - 3,992,722.626   504,238.343   MT  0.99960022   +0 01 39.8
 GC2320
 GC2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2320!SPC TN       -   0.99997509  x   0.99995752  =   0.99993261
 GC2320!UTM  16      -   0.99997509  x   0.99960022  =   0.99957532
 GC2320
 GC2320                          SUPERSEDED SURVEY CONTROL
 GC2320
 GC2320  NAD 83(1995)-  36 04 44.75368(N)    086 57 10.53907(W) AD(       ) 2
 GC2320  NAD 83(1995)-  36 04 44.75458(N)    086 57 10.53923(W) AD(       ) 2
 GC2320  NAD 83(1986)-  36 04 44.76193(N)    086 57 10.54021(W) AD(       ) 2
 GC2320  NAD 27      -  36 04 44.54530(N)    086 57 10.53050(W) AD(       ) 2
 GC2320  NGVD 29 (07/19/86)  187.79   (m)          616.1    (f) LEVELING    3  
 GC2320
 GC2320.Superseded values are not recommended for survey control.
 GC2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2320.See file dsdata.txt to determine how the superseded data were derived.
 GC2320
 GC2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0423892723(NAD 83)
 GC2320_MARKER: DE = TRAVERSE STATION DISK
 GC2320_SETTING: 0 = UNSPECIFIED SETTING
 GC2320_MARK LOGO: TNGS  
 GC2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2320
 GC2320  HISTORY     - Date     Condition        Report By
 GC2320  HISTORY     - 1959     MONUMENTED       TNGS
 GC2320
 GC2320                          STATION DESCRIPTION
 GC2320
 GC2320'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2320'SEE STATION BELL SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0564 ***********************************************************************
 GC0564  DESIGNATION -  2579=BELL SE RM 2
 GC0564  PID         -  GC0564
 GC0564  STATE/COUNTY-  TN/DAVIDSON
 GC0564  USGS QUAD   -  BELLEVUE (1983)
 GC0564
 GC0564                         *CURRENT SURVEY CONTROL
 GC0564  ___________________________________________________________________
 GC0564* NAD 83(1986)-  36 04 44.     (N)    086 57 10.     (W)     SCALED    
 GC0564* NAVD 88     -       187.765  (meters)     616.03   (feet)  ADJUSTED  
 GC0564  ___________________________________________________________________
 GC0564  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0564  DYNAMIC HT  -         187.602 (meters)     615.49  (feet)  COMP
 GC0564  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GC0564
 GC0564  VERT ORDER  -  SECOND    CLASS 0
 GC0564
 GC0564.The horizontal coordinates were scaled from a topographic map and have
 GC0564.an estimated accuracy of +/- 6 seconds.
 GC0564
 GC0564.The orthometric height was determined by differential leveling
 GC0564.and adjusted by the National Geodetic Survey in June 1991..
 GC0564
 GC0564.The geoid height was determined by GEOID03.
 GC0564
 GC0564.The dynamic height is computed by dividing the NAVD 88
 GC0564.geopotential number by the normal gravity value computed on the
 GC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0564.degrees latitude (g = 980.6199 gals.).
 GC0564
 GC0564.The modeled gravity was interpolated from observed gravity values.
 GC0564
 GC0564;                    North         East    Units  Estimated Accuracy
 GC0564;SPC TN       -   194,090.      514,190.      MT  (+/- 180 meters Scaled)
 GC0564
 GC0564                          SUPERSEDED SURVEY CONTROL
 GC0564
 GC0564  NGVD 29 (??/??/92)  187.787  (m)          616.10   (f) ADJ UNCH    2 0
 GC0564
 GC0564.Superseded values are not recommended for survey control.
 GC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0564.See file dsdata.txt to determine how the superseded data were derived.
 GC0564
 GC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE042926(NAD 83)
 GC0564_MARKER: DD = SURVEY DISK
 GC0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0564_STAMPING: 2579
 GC0564_MARK LOGO: TNGS  
 GC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0564+STABILITY: SURFACE MOTION
 GC0564
 GC0564  HISTORY     - Date     Condition        Report By
 GC0564  HISTORY     - UNK      MONUMENTED       TNGS
 GC0564  HISTORY     - 1959     GOOD             NGS
 GC0564
 GC0564                          STATION DESCRIPTION
 GC0564
 GC0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0564'9 MI SW FROM NASHVILLE.
 GC0564'THIS MARK IS LOCATED AT THE BELL SE 1959 STATION SITE, 60.4 FT.
 GC0564'WEST OF THE STATION MARK, 27 FT. SOUTH OF THE CENTER OF U.S.
 GC0564'HIGHWAY 70 S, 13 FT. WEST OF A FARM DRIVEWAY AND 2 FEET NORTH
 GC0564'OF A BOARD FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0564'15 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0579 ***********************************************************************
 GC0579  DESIGNATION -  2599
 GC0579  PID         -  GC0579
 GC0579  STATE/COUNTY-  TN/DAVIDSON
 GC0579  USGS QUAD   -  SCOTTSBORO (1983)
 GC0579
 GC0579                         *CURRENT SURVEY CONTROL
 GC0579  ___________________________________________________________________
 GC0579* NAD 83(1986)-  36 08 01.     (N)    086 53 29.     (W)     SCALED    
 GC0579* NAVD 88     -       155.264  (meters)     509.40   (feet)  ADJUSTED  
 GC0579  ___________________________________________________________________
 GC0579  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0579  DYNAMIC HT  -         155.130 (meters)     508.96  (feet)  COMP
 GC0579  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0579
 GC0579  VERT ORDER  -  SECOND    CLASS 0
 GC0579
 GC0579.The horizontal coordinates were scaled from a topographic map and have
 GC0579.an estimated accuracy of +/- 6 seconds.
 GC0579
 GC0579.The orthometric height was determined by differential leveling
 GC0579.and adjusted by the National Geodetic Survey in June 1991..
 GC0579
 GC0579.The geoid height was determined by GEOID03.
 GC0579
 GC0579.The dynamic height is computed by dividing the NAVD 88
 GC0579.geopotential number by the normal gravity value computed on the
 GC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0579.degrees latitude (g = 980.6199 gals.).
 GC0579
 GC0579.The modeled gravity was interpolated from observed gravity values.
 GC0579
 GC0579;                    North         East    Units  Estimated Accuracy
 GC0579;SPC TN       -   200,110.      519,770.      MT  (+/- 180 meters Scaled)
 GC0579
 GC0579                          SUPERSEDED SURVEY CONTROL
 GC0579
 GC0579  NGVD 29 (??/??/92)  155.285  (m)          509.46   (f) ADJ UNCH    2 0
 GC0579
 GC0579.Superseded values are not recommended for survey control.
 GC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0579.See file dsdata.txt to determine how the superseded data were derived.
 GC0579
 GC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097987(NAD 83)
 GC0579_MARKER: DD = SURVEY DISK
 GC0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0579_STAMPING: 2599
 GC0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0579+STABILITY: SURFACE MOTION
 GC0579
 GC0579  HISTORY     - Date     Condition        Report By
 GC0579  HISTORY     - UNK      MONUMENTED       TNGS
 GC0579  HISTORY     - 1959     GOOD             NGS
 GC0579
 GC0579                          STATION DESCRIPTION
 GC0579
 GC0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0579'3.2 MI SW FROM NASHVILLE.
 GC0579'THIS MARK IS LOCATED AT THE CHARLOTTE 1959 STATION SITE, 92.8
 GC0579'FT. SOUTHWEST OF THE STATION MARK, 27 FT. SOUTH OF THE CENTER
 GC0579'OF U.S. HIGHWAY 70 N, AND DIRECTLY UNDER A TELEPHONE CABLE, A
 GC0579'DISK SET IN TOP OF A 4 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GC0579'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2328 ***********************************************************************
 GC2328  DESIGNATION -  2599
 GC2328  PID         -  GC2328
 GC2328  STATE/COUNTY-  TN/DAVIDSON
 GC2328  USGS QUAD   -  SCOTTSBORO (1983)
 GC2328
 GC2328                         *CURRENT SURVEY CONTROL
 GC2328  ___________________________________________________________________
 GC2328* NAD 83(1995)-  36 08 00.02112(N)    086 53 28.90244(W)     ADJUSTED  
 GC2328* NAVD 88     -       155.26   (+/-2cm)     509.4    (feet)  VERTCON   
 GC2328  ___________________________________________________________________
 GC2328  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GC2328  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC2328
 GC2328  HORZ ORDER  -  SECOND
 GC2328  VERT ORDER  -  THIRD ? (See Below)
 GC2328
 GC2328.The horizontal coordinates were established by classical geodetic methods
 GC2328.and adjusted by the National Geodetic Survey in April 1999..
 GC2328
 GC2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2328.The vertical order pertains to the NGVD 29 superseded value.
 GC2328
 GC2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2328
 GC2328.The geoid height was determined by GEOID03.
 GC2328
 GC2328;                    North         East     Units Scale Factor Converg.
 GC2328;SPC TN       -   200,075.511   519,771.202   MT  0.99996200   -0 31 18.6
 GC2328;SPC TN       -   656,414.41  1,705,282.69   sFT  0.99996200   -0 31 18.6
 GC2328;UTM  16      - 3,998,743.349   509,774.796   MT  0.99960118   +0 03 50.6
 GC2328
 GC2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2328!SPC TN       -   0.99998022  x   0.99996200  =   0.99994222
 GC2328!UTM  16      -   0.99998022  x   0.99960118  =   0.99958141
 GC2328
 GC2328                          SUPERSEDED SURVEY CONTROL
 GC2328
 GC2328  NAD 83(1995)-  36 08 00.02319(N)    086 53 28.90443(W) AD(       ) 2
 GC2328  NAD 83(1995)-  36 08 00.02465(N)    086 53 28.90498(W) AD(       ) 2
 GC2328  NAD 83(1986)-  36 08 00.03140(N)    086 53 28.90594(W) AD(       ) 2
 GC2328  NAD 27      -  36 07 59.82220(N)    086 53 28.90000(W) AD(       ) 2
 GC2328  NGVD 29 (07/19/86)  155.28   (m)          509.4    (f) LEVELING    3  
 GC2328
 GC2328.Superseded values are not recommended for survey control.
 GC2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2328.See file dsdata.txt to determine how the superseded data were derived.
 GC2328
 GC2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0977598743(NAD 83)
 GC2328_MARKER: DD = SURVEY DISK
 GC2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2328_MARK LOGO: TNGS  
 GC2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2328+STABILITY: SURFACE MOTION
 GC2328
 GC2328  HISTORY     - Date     Condition        Report By
 GC2328  HISTORY     - 1959     MONUMENTED       TNGS
 GC2328
 GC2328                          STATION DESCRIPTION
 GC2328
 GC2328'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2328'SEE STATION CHARLOTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0461 ***********************************************************************
 FF0461  DESIGNATION -  26
 FF0461  PID         -  FF0461
 FF0461  STATE/COUNTY-  TN/SHELBY
 FF0461  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0461
 FF0461                         *CURRENT SURVEY CONTROL
 FF0461  ___________________________________________________________________
 FF0461* NAD 83(1986)-  35 05 12.     (N)    090 03 47.     (W)     SCALED    
 FF0461* NAVD 88     -        73.189  (meters)     240.12   (feet)  ADJUSTED  
 FF0461  ___________________________________________________________________
 FF0461  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0461  DYNAMIC HT  -          73.122 (meters)     239.90  (feet)  COMP
 FF0461  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FF0461
 FF0461  VERT ORDER  -  FIRST     CLASS I
 FF0461
 FF0461.The horizontal coordinates were scaled from a topographic map and have
 FF0461.an estimated accuracy of +/- 6 seconds.
 FF0461
 FF0461.The orthometric height was determined by differential leveling
 FF0461.and adjusted by the National Geodetic Survey in June 1991..
 FF0461
 FF0461.The geoid height was determined by GEOID03.
 FF0461
 FF0461.The dynamic height is computed by dividing the NAVD 88
 FF0461.geopotential number by the normal gravity value computed on the
 FF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0461.degrees latitude (g = 980.6199 gals.).
 FF0461
 FF0461.The modeled gravity was interpolated from observed gravity values.
 FF0461
 FF0461;                    North         East    Units  Estimated Accuracy
 FF0461;SPC TN       -    91,270.      229,580.      MT  (+/- 180 meters Scaled)
 FF0461
 FF0461                          SUPERSEDED SURVEY CONTROL
 FF0461
 FF0461  NGVD 29 (??/??/??)   73.166  (m)          240.05   (f) ADJUSTED    1 1
 FF0461
 FF0461.Superseded values are not recommended for survey control.
 FF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0461.See file dsdata.txt to determine how the superseded data were derived.
 FF0461
 FF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677866(NAD 83)
 FF0461_MARKER: DD = SURVEY DISK
 FF0461_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FF0461_SP_SET: PREFAB CONC. POST IN EARTH
 FF0461_STAMPING: 26
 FF0461_MARK LOGO: TNDG  
 FF0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0461+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0461
 FF0461  HISTORY     - Date     Condition        Report By
 FF0461  HISTORY     - UNK      MONUMENTED       TNDG
 FF0461  HISTORY     - 1974     GOOD             NGS
 FF0461  HISTORY     - 1976     GOOD             NGS
 FF0461  HISTORY     - 19911112 GOOD             NGS
 FF0461  HISTORY     - 19950322 GOOD             TN1620
 FF0461  HISTORY     - 20021028 GOOD             USACE
 FF0461
 FF0461                          STATION DESCRIPTION
 FF0461
 FF0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0461'0.5 MI E FROM MEMPHIS.
 FF0461'ABOUT 0.5 MILE EAST ALONG MALLORY AVENUE FROM THE CROSSING
 FF0461'OF ILLINOIS CENTRAL RAILROAD AT MEMPHIS, THENCE 0.35 MILE WEST OF
 FF0461'THE INTERSECTION OF SOUTH THIRD STREET (U.S. HIGHWAY 61), AT
 FF0461'THE INTERSECTION OF FLORIDA STREET, 38 FEET WEST OF THE CENTER
 FF0461'LINE OF FLORIDA STREET, 26.2 FEET NORTH OF THE CENTER LINE OF
 FF0461'MALLORY AVENUE, 24 FEET SOUTH OF AN IRON POST AT THE SOUTHEAST
 FF0461'CORNER OF A BRICK GROCERY STORE, 8 FEET WEST-SOUTHWEST OF LIGHT
 FF0461'POLE 76944, SET IN TOP OF A CONCRETE POST INCORPORATED WITH
 FF0461'SIDEWALK, FLUSH WITH THE SIDEWALK AND 1 FOOT ABOVE LEVEL OF
 FF0461'MALLORY AVENUE.
 FF0461
 FF0461                          STATION RECOVERY (1976)
 FF0461
 FF0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0461'RECOVERED IN GOOD CONDITION.
 FF0461
 FF0461                          STATION RECOVERY (1991)
 FF0461
 FF0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0461'IN MEMPHIS, AT THE INTERSECTION OF FLORIDA STREET AND MALLORY AVENUE,
 FF0461'11.6 M (38.1 FT) WEST OF AND LEVEL WITH THE STREET CENTERLINE, 7.3 M
 FF0461'(24.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE FLORIDA STREET
 FF0461'GROCERY, AND 6.4 M (21.0 FT) NORTH OF THE AVENUE CENTERLINE.
 FF0461'NOTE--THE MONUMENT IS SURROUNDED BY AND LEVEL WITH A SIDEWALK.
 FF0461
 FF0461                          STATION RECOVERY (1995)
 FF0461
 FF0461'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0461'RECOVERED IN GOOD CONDITION.
 FF0461
 FF0461                          STATION RECOVERY (2002)
 FF0461
 FF0461'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2571 ***********************************************************************
 AJ2571  DESIGNATION -  26
 AJ2571  PID         -  AJ2571
 AJ2571  STATE/COUNTY-  TN/SHELBY
 AJ2571  USGS QUAD   -  MILLINGTON (1997)
 AJ2571
 AJ2571                         *CURRENT SURVEY CONTROL
 AJ2571  ___________________________________________________________________
 AJ2571* NAD 83(1995)-  35 20 01.39163(N)    089 55 05.00905(W)     ADJUSTED  
 AJ2571* NAVD 88     -        80.7    (meters)     265.     (feet)  GPS OBS   
 AJ2571  ___________________________________________________________________
 AJ2571  X           -       7,449.891 (meters)                     COMP
 AJ2571  Y           -  -5,209,140.730 (meters)                     COMP
 AJ2571  Z           -   3,668,164.147 (meters)                     COMP
 AJ2571  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AJ2571  ELLIP HEIGHT-          53.41  (meters)          (04/26/01) GPS OBS
 AJ2571  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2571
 AJ2571  HORZ ORDER  -  FIRST
 AJ2571  ELLP ORDER  -  FOURTH    CLASS I
 AJ2571
 AJ2571.The horizontal coordinates were established by GPS observations
 AJ2571.and adjusted by the National Geodetic Survey in April 2001..
 AJ2571
 AJ2571.The orthometric height was determined by GPS observations and a
 AJ2571.high-resolution geoid model.
 AJ2571
 AJ2571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2571
 AJ2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2571
 AJ2571.The ellipsoidal height was determined by GPS observations
 AJ2571.and is referenced to NAD 83.
 AJ2571
 AJ2571.The geoid height was determined by GEOID03.
 AJ2571
 AJ2571;                    North         East     Units Scale Factor Converg.
 AJ2571;SPC TN       -   118,122.172   243,885.905   MT  0.99998628   -2 17 37.6
 AJ2571;SPC TN       -   387,539.16    800,149.01   sFT  0.99998628   -2 17 37.6
 AJ2571;UTM  16      - 3,913,960.464   234,769.713   MT  1.00046703   -1 41 19.0
 AJ2571;UTM  15      - 3,914,412.094   780,130.804   MT  1.00056720   +1 47 00.8
 AJ2571
 AJ2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2571!SPC TN       -   0.99999162  x   0.99998628  =   0.99997790
 AJ2571!UTM  16      -   0.99999162  x   1.00046703  =   1.00045864
 AJ2571!UTM  15      -   0.99999162  x   1.00056720  =   1.00055881
 AJ2571
 AJ2571                          SUPERSEDED SURVEY CONTROL
 AJ2571
 AJ2571.No superseded survey control is available for this station.
 AJ2571
 AJ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3477013960(NAD 83)
 AJ2571_MARKER: DD = SURVEY DISK
 AJ2571_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2571+WITH SETTING: INFORMATION.
 AJ2571_STAMPING: 026
 AJ2571_MARK LOGO: MLGW  
 AJ2571_PROJECTION: FLUSH
 AJ2571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2571+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2571_ROD/PIPE-DEPTH:  0.8 meters
 AJ2571
 AJ2571  HISTORY     - Date     Condition        Report By
 AJ2571  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2571
 AJ2571                          STATION DESCRIPTION
 AJ2571
 AJ2571'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2571'THE STATION IS LOCATED IN NORTHWEST SHEBLY COUNTY IN MILLINGTON
 AJ2571'TENNESSEE.
 AJ2571'TO REACH THE STATION FROM THE INTERSECTION OF NAVY ROAD IN MILLINGTON
 AJ2571'AND HIGHWAY 51 (HWY-51) , PROCEED SOUTHWEST ON HIGHWAY 51 FOR
 AJ2571'APPROXIMATELY 0.70 MILE (1.13 KM) TO BIG CREEK DRAINAGE CANAL.  THE
 AJ2571'STATION IS ON THE LEFT.
 AJ2571'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2571'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2571'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 262.00 FEET (79.86 M)
 AJ2571'SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER BIG CREEK
 AJ2571'DRAINAGE CANAL, BRIDGE NO.  79-3-27.55, 48.50 FEET (14.78 M) SOUTHWEST
 AJ2571'OF A SIGNAL ANCHOR POLE, 30.3 FEET (9.2 M) EAST OF THE CENTERLINE OF
 AJ2571'THE NORTH BOUND LANE OF HIGHWAY 51.  THE STATION IS GUARDED BY A
 AJ2571'YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2571'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3035 ***********************************************************************
 GA3035  DESIGNATION -  260
 GA3035  PID         -  GA3035
 GA3035  STATE/COUNTY-  TN/CLAIBORNE
 GA3035  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3035
 GA3035                         *CURRENT SURVEY CONTROL
 GA3035  ___________________________________________________________________
 GA3035* NAD 83(1995)-  36 34 03.49729(N)    083 38 57.61073(W)     ADJUSTED  
 GA3035* NAVD 88     -       403.113  (meters)    1322.55   (feet)  ADJUSTED  
 GA3035  ___________________________________________________________________
 GA3035  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 GA3035  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3035  DYNAMIC HT  -         402.758 (meters)    1321.38  (feet)  COMP
 GA3035  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 GA3035
 GA3035  HORZ ORDER  -  SECOND
 GA3035  VERT ORDER  -  SECOND    CLASS 0
 GA3035
 GA3035.The horizontal coordinates were established by classical geodetic methods
 GA3035.and adjusted by the National Geodetic Survey in April 1999..
 GA3035
 GA3035.The orthometric height was determined by differential leveling
 GA3035.and adjusted by the National Geodetic Survey in June 1991..
 GA3035
 GA3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3035
 GA3035.The geoid height was determined by GEOID03.
 GA3035
 GA3035.The dynamic height is computed by dividing the NAVD 88
 GA3035.geopotential number by the normal gravity value computed on the
 GA3035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3035.degrees latitude (g = 980.6199 gals.).
 GA3035
 GA3035.The modeled gravity was interpolated from observed gravity values.
 GA3035
 GA3035;                    North         East     Units Scale Factor Converg.
 GA3035;SPC TN       -   250,428.849   810,401.369   MT  1.00003026   +1 22 34.2
 GA3035;SPC TN       -   821,615.32  2,658,791.82   sFT  1.00003026   +1 22 34.2
 GA3035;UTM  17      - 4,050,177.729   262,919.783   MT  1.00029254   -1 34 44.9
 GA3035
 GA3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3035!SPC TN       -   0.99994153  x   1.00003026  =   0.99997179
 GA3035!UTM  17      -   0.99994153  x   1.00029254  =   1.00023406
 GA3035
 GA3035|---------------------------------------------------------------------|
 GA3035| PID    Reference Object                     Distance      Geod. Az  |
 GA3035|                                                           dddmmss.s |
 GA3035| GA3034 260 RM 1                             19.903 METERS 10845     |
 GA3035| GA3036 260 RM 2                             20.363 METERS 22626     |
 GA3035| GA3033 260 AZ MK                                          3413126.7 |
 GA3035|---------------------------------------------------------------------|
 GA3035
 GA3035                          SUPERSEDED SURVEY CONTROL
 GA3035
 GA3035  NAD 83(1995)-  36 34 03.49746(N)    083 38 57.61101(W) AD(       ) 2
 GA3035  NAD 83(1995)-  36 34 03.49158(N)    083 38 57.60263(W) AD(       ) 2
 GA3035  NAD 83(1995)-  36 34 03.50636(N)    083 38 57.61160(W) AD(       ) 2
 GA3035  NAD 83(1986)-  36 34 03.50650(N)    083 38 57.61163(W) AD(       ) 2
 GA3035  NAD 27      -  36 34 03.22484(N)    083 38 57.92673(W) AD(       ) 2
 GA3035  NGVD 29 (??/??/92)  403.245  (m)         1322.98   (f) ADJ UNCH    2 0
 GA3035
 GA3035.Superseded values are not recommended for survey control.
 GA3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3035.See file dsdata.txt to determine how the superseded data were derived.
 GA3035
 GA3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6292050178(NAD 83)
 GA3035_MARKER: DS = TRIANGULATION STATION DISK
 GA3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3035_STAMPING: 260
 GA3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3035+STABILITY: SURFACE MOTION
 GA3035
 GA3035  HISTORY     - Date     Condition        Report By
 GA3035  HISTORY     - 1963     MONUMENTED       TNGS
 GA3035  HISTORY     - 1963     GOOD             TNHD
 GA3035  HISTORY     - 1989     GOOD             VADHT
 GA3035
 GA3035                          STATION DESCRIPTION
 GA3035
 GA3035'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963 (JAG)
 GA3035'THE STATION IS LOCATED IN HARROGATE ON THE LINCOLN MEMORIAL
 GA3035'UNIVERSITY PROPERTY.
 GA3035'
 GA3035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3035'ROUTE 63 IN HARROGATE, GO
 GA3035'0.2 MILE NORTHWEST ON U.S.  HIGHWAY 25E TO A SMALL
 GA3035'CLEARED KNOLL ON THE LEFT AND THE
 GA3035'STATION ON THE LEFT AS DESCRIBED.
 GA3035'
 GA3035'THE STATION IS SET IN THE NORTH SIDE OF THE HILL ABOUT 400 FEET WEST
 GA3035'OF U.S.  HIGHWAY 25E AND
 GA3035'250 FEET SOUTHEAST OF A FENCE CORNER.  IT IS A U.S.
 GA3035'COAST AND GEODETIC AND STATE
 GA3035'SURVEY DISK SET IN A 6-INCH SQUARE
 GA3035'CONCRETE MONUMENT, PROJECTING 12 INCHES ABOVE
 GA3035'THE SURFACE, AND THE
 GA3035'DISK IS STAMPED 260.
 GA3035'
 GA3035'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3035'SET IN A 10-INCH SQUARE,
 GA3035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3035'TGS-260 RM-2 1963.
 GA3035'
 GA3035'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3035'SET IN A 10-INCH SQUARE,
 GA3035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3035'TGS-260 RM-2 1963.
 GA3035'
 GA3035'THE AZIMUTH MARK IS 19 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GA3035'U.S. HIGHWAY 25E, 15 FEET
 GA3035'WEST OF AN 18-INCH CEDAR TREE, 11 FEET SOUTHEAST OF
 GA3035'TELEPHONE POLE NO.  212 AND 3
 GA3035'FEET SOUTHWEST OF A WIRE FENCE.  IT IS
 GA3035'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3035'IN A 10-INCH SQUARE,
 GA3035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TGCS-260 AZI 1963.
 GA3035'
 GA3035'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 25E AND
 GA3035'STATE ROUTE 63 IN
 GA3035'HARROGATE, GO 0.5 MILE NORTHWEST ON U.S.  HIGHWAY 25E TO
 GA3035'THE MARK ON THE RIGHT AS
 GA3035'DESCRIBED.
 GA3035'
 GA3035'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA3035
 GA3035                          STATION RECOVERY (1963)
 GA3035
 GA3035'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3035'0.2 MI NW FROM HARROGATE.
 GA3035'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 63 IN
 GA3035'HARROGATE, GO 0.2 MILE NORTHWEST ON U.S. HIGHWAY 25E TO A SMALL
 GA3035'CLEARED KNOLL ON THE LEFT AND THE STATION.  THE STATION IS SET
 GA3035'ON THE NORTH SIDE OF THE KNOLL ABOUT 400 FEET WEST OF U.S.
 GA3035'HIGHWAY 25E AND 250 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS
 GA3035'A U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN A 6-INCH
 GA3035'SQUARE, CONCRETE MONUMENT, PROJECTING 12 INCHES ABOVE THE SURFACE
 GA3035'AND IS LOCATED ON THE PROPERTY OF LINCOLN MEMORIAL UNIVERSITY.
 GA3035
 GA3035                          STATION RECOVERY (1989)
 GA3035
 GA3035'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 GA3035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3033 ***********************************************************************
 GA3033  DESIGNATION -  260 AZ MK
 GA3033  PID         -  GA3033
 GA3033  STATE/COUNTY-  TN/CLAIBORNE
 GA3033  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3033
 GA3033                         *CURRENT SURVEY CONTROL
 GA3033  ___________________________________________________________________
 GA3033* NAD 83(1986)-  36 34 18.     (N)    083 39 04.     (W)     SCALED    
 GA3033* NAVD 88     -       388.649  (meters)    1275.09   (feet)  ADJUSTED  
 GA3033  ___________________________________________________________________
 GA3033  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA3033  DYNAMIC HT  -         388.307 (meters)    1273.97  (feet)  COMP
 GA3033  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 GA3033
 GA3033  VERT ORDER  -  SECOND    CLASS 0
 GA3033
 GA3033.The horizontal coordinates were scaled from a topographic map and have
 GA3033.an estimated accuracy of +/- 6 seconds.
 GA3033
 GA3033.The orthometric height was determined by differential leveling
 GA3033.and adjusted by the National Geodetic Survey in June 1991..
 GA3033
 GA3033.The geoid height was determined by GEOID03.
 GA3033
 GA3033.The dynamic height is computed by dividing the NAVD 88
 GA3033.geopotential number by the normal gravity value computed on the
 GA3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3033.degrees latitude (g = 980.6199 gals.).
 GA3033
 GA3033.The modeled gravity was interpolated from observed gravity values.
 GA3033
 GA3033;                    North         East    Units  Estimated Accuracy
 GA3033;SPC TN       -   250,870.      810,230.      MT  (+/- 180 meters Scaled)
 GA3033
 GA3033                          SUPERSEDED SURVEY CONTROL
 GA3033
 GA3033  NGVD 29 (??/??/??)  388.84   (m)         1275.7    (f) RESET       3  
 GA3033
 GA3033.Superseded values are not recommended for survey control.
 GA3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3033.See file dsdata.txt to determine how the superseded data were derived.
 GA3033
 GA3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA627506(NAD 83)
 GA3033_MARKER: DZ = AZIMUTH MARK DISK
 GA3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3033_STAMPING: TGS-260 AZI 1963
 GA3033_MARK LOGO: TNHD  
 GA3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3033+STABILITY: SURFACE MOTION
 GA3033
 GA3033  HISTORY     - Date     Condition        Report By
 GA3033  HISTORY     - 1963     MONUMENTED       TNHD
 GA3033
 GA3033                          STATION DESCRIPTION
 GA3033
 GA3033'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3033'0.2 MI NW FROM HARROGATE.
 GA3033'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 63 IN
 GA3033'HARROGATE, GO 0.5 MILE NORTHWEST ON U.S. HIGHWAY 25E TO THE
 GA3033'MARK ON THE RIGHT, 19 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 GA3033'HIGHWAY 25E, 15 FEET WEST OF AN 18-INCH CEDAR TREE, 11 FEET
 GA3033'SOUTHEAST OF TELEPHONE POLE NO. 212, 3 FEET SOUTHWEST OF A
 GA3033'WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3033'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA3033'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3034 ***********************************************************************
 GA3034  DESIGNATION -  260 RM 1
 GA3034  PID         -  GA3034
 GA3034  STATE/COUNTY-  TN/CLAIBORNE
 GA3034  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3034
 GA3034                         *CURRENT SURVEY CONTROL
 GA3034  ___________________________________________________________________
 GA3034* NAD 83(1986)-  36 34 03.     (N)    083 38 58.     (W)     SCALED    
 GA3034* NAVD 88     -       403.095  (meters)    1322.49   (feet)  ADJUSTED  
 GA3034  ___________________________________________________________________
 GA3034  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3034  DYNAMIC HT  -         402.740 (meters)    1321.32  (feet)  COMP
 GA3034  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GA3034
 GA3034  VERT ORDER  -  SECOND    CLASS 0
 GA3034
 GA3034.The horizontal coordinates were scaled from a topographic map and have
 GA3034.an estimated accuracy of +/- 6 seconds.
 GA3034
 GA3034.The orthometric height was determined by differential leveling
 GA3034.and adjusted by the National Geodetic Survey in June 1991..
 GA3034
 GA3034.The geoid height was determined by GEOID03.
 GA3034
 GA3034.The dynamic height is computed by dividing the NAVD 88
 GA3034.geopotential number by the normal gravity value computed on the
 GA3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3034.degrees latitude (g = 980.6199 gals.).
 GA3034
 GA3034.The modeled gravity was interpolated from observed gravity values.
 GA3034
 GA3034;                    North         East    Units  Estimated Accuracy
 GA3034;SPC TN       -   250,410.      810,390.      MT  (+/- 180 meters Scaled)
 GA3034
 GA3034                          SUPERSEDED SURVEY CONTROL
 GA3034
 GA3034  NGVD 29 (??/??/92)  403.226  (m)         1322.92   (f) ADJ UNCH    2 0
 GA3034
 GA3034.Superseded values are not recommended for survey control.
 GA3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3034.See file dsdata.txt to determine how the superseded data were derived.
 GA3034
 GA3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA629501(NAD 83)
 GA3034_MARKER: DR = REFERENCE MARK DISK
 GA3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3034_STAMPING: TGS 260 RM-1
 GA3034_MARK LOGO: TNHD  
 GA3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3034+STABILITY: SURFACE MOTION
 GA3034
 GA3034  HISTORY     - Date     Condition        Report By
 GA3034  HISTORY     - 1963     MONUMENTED       TNHD
 GA3034  HISTORY     - 1963     GOOD             TNHD
 GA3034
 GA3034                          STATION DESCRIPTION
 GA3034
 GA3034'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3034'0.2 MI NW FROM HARROGATE.
 GA3034'THIS MARK IS LOCATED AT THE 260 STATION SITE, 65 FEET FROM THE
 GA3034'STATION AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3034'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3036 ***********************************************************************
 GA3036  DESIGNATION -  260 RM 2
 GA3036  PID         -  GA3036
 GA3036  STATE/COUNTY-  TN/CLAIBORNE
 GA3036  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3036
 GA3036                         *CURRENT SURVEY CONTROL
 GA3036  ___________________________________________________________________
 GA3036* NAD 83(1986)-  36 34 03.     (N)    083 38 58.     (W)     SCALED    
 GA3036* NAVD 88     -       403.101  (meters)    1322.51   (feet)  ADJUSTED  
 GA3036  ___________________________________________________________________
 GA3036  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3036  DYNAMIC HT  -         402.747 (meters)    1321.35  (feet)  COMP
 GA3036  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GA3036
 GA3036  VERT ORDER  -  SECOND    CLASS 0
 GA3036
 GA3036.The horizontal coordinates were scaled from a topographic map and have
 GA3036.an estimated accuracy of +/- 6 seconds.
 GA3036
 GA3036.The orthometric height was determined by differential leveling
 GA3036.and adjusted by the National Geodetic Survey in June 1991..
 GA3036
 GA3036.The geoid height was determined by GEOID03.
 GA3036
 GA3036.The dynamic height is computed by dividing the NAVD 88
 GA3036.geopotential number by the normal gravity value computed on the
 GA3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3036.degrees latitude (g = 980.6199 gals.).
 GA3036
 GA3036.The modeled gravity was interpolated from observed gravity values.
 GA3036
 GA3036;                    North         East    Units  Estimated Accuracy
 GA3036;SPC TN       -   250,410.      810,390.      MT  (+/- 180 meters Scaled)
 GA3036
 GA3036                          SUPERSEDED SURVEY CONTROL
 GA3036
 GA3036  NGVD 29 (??/??/92)  403.233  (m)         1322.94   (f) ADJ UNCH    2 0
 GA3036
 GA3036.Superseded values are not recommended for survey control.
 GA3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3036.See file dsdata.txt to determine how the superseded data were derived.
 GA3036
 GA3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA629501(NAD 83)
 GA3036_MARKER: DR = REFERENCE MARK DISK
 GA3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3036_STAMPING: TGS 260 RM-2 1963
 GA3036_MARK LOGO: TNHD  
 GA3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3036+STABILITY: SURFACE MOTION
 GA3036
 GA3036  HISTORY     - Date     Condition        Report By
 GA3036  HISTORY     - 1963     MONUMENTED       TNHD
 GA3036
 GA3036                          STATION DESCRIPTION
 GA3036
 GA3036'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3036'0.2 MI NW FROM HARROGATE.
 GA3036'THIS MARK IS LOCATED AT THE 260 STATION SITE, 67 FEET FROM THE
 GA3036'STATION AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3036'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0673 ***********************************************************************
 GA0673  DESIGNATION -  2600.3
 GA0673  PID         -  GA0673
 GA0673  STATE/COUNTY-  TN/CARTER
 GA0673  USGS QUAD   -  WATAUGA DAM (1960)
 GA0673
 GA0673                         *CURRENT SURVEY CONTROL
 GA0673  ___________________________________________________________________
 GA0673* NAD 83(1986)-  36 15 47.     (N)    082 01 09.     (W)     SCALED    
 GA0673* NAVD 88     -       792.20   (+/-2cm)    2599.1    (feet)  VERTCON   
 GA0673  ___________________________________________________________________
 GA0673  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA0673
 GA0673  VERT ORDER  -  ? (See Below)
 GA0673
 GA0673.The horizontal coordinates were scaled from a topographic map and have
 GA0673.an estimated accuracy of +/- 6 seconds.
 GA0673
 GA0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0673.The vertical order pertains to the NGVD 29 superseded value.
 GA0673
 GA0673.The geoid height was determined by GEOID03.
 GA0673
 GA0673;                    North         East    Units  Estimated Accuracy
 GA0673;SPC TN       -   221,380.      957,620.      MT  (+/- 180 meters Scaled)
 GA0673
 GA0673                          SUPERSEDED SURVEY CONTROL
 GA0673
 GA0673  NGVD 29 (??/??/92)  792.304  (m)         2599.42   (f) ADJ UNCH    ?  
 GA0673
 GA0673.Superseded values are not recommended for survey control.
 GA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0673.See file dsdata.txt to determine how the superseded data were derived.
 GA0673
 GA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA084136(NAD 83)
 GA0673_MARKER: Q = CHISELED SQUARE
 GA0673_SETTING: 66 = SET IN ROCK OUTCROP
 GA0673_SP_SET: SET IN ROCK OUTCROP
 GA0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0673+STABILITY: POSITION/ELEVATION WELL
 GA0673
 GA0673  HISTORY     - Date     Condition        Report By
 GA0673  HISTORY     - UNK      MONUMENTED       USGS
 GA0673  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0673
 GA0673                          STATION DESCRIPTION
 GA0673
 GA0673'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0673'0.5 MI W FROM MILLER CHAPEL.
 GA0673'0.5 MILE WEST ALONG THE HEATON BRANCH ROAD FROM MILLER CHAPEL,
 GA0673'CARTER COUNTY, AT A FORD AND CREEK CROSSING, 25 FEET NORTH OF
 GA0673'THE CENTER OF THE CREEK, 7 FEET NORTH OF THE CENTERLINE OF
 GA0673'THE ROAD, AND ON A ROCK OUTCROP PAINTED BM-2600.3.  A CHISELED
 GA0673'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2291 ***********************************************************************
 GC2291  DESIGNATION -  2608
 GC2291  PID         -  GC2291
 GC2291  STATE/COUNTY-  TN/DAVIDSON
 GC2291  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2291
 GC2291                         *CURRENT SURVEY CONTROL
 GC2291  ___________________________________________________________________
 GC2291* NAD 83(1995)-  36 11 52.57886(N)    086 49 46.85098(W)     ADJUSTED  
 GC2291* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2291  ___________________________________________________________________
 GC2291  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2291  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2291
 GC2291  HORZ ORDER  -  SECOND
 GC2291
 GC2291.The horizontal coordinates were established by classical geodetic methods
 GC2291.and adjusted by the National Geodetic Survey in April 1999..
 GC2291
 GC2291.The orthometric height was scaled from a topographic map.
 GC2291
 GC2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2291
 GC2291.The geoid height was determined by GEOID03.
 GC2291
 GC2291;                    North         East     Units Scale Factor Converg.
 GC2291;SPC TN       -   207,194.269   525,383.547   MT  0.99996851   -0 29 08.6
 GC2291;SPC TN       -   679,769.86  1,723,695.85   sFT  0.99996851   -0 29 08.6
 GC2291;UTM  16      - 4,005,916.538   515,312.017   MT  0.99960289   +0 06 02.1
 GC2291
 GC2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2291!SPC TN       -   0.99997542  x   0.99996851  =   0.99994393
 GC2291!UTM  16      -   0.99997542  x   0.99960289  =   0.99957832
 GC2291
 GC2291                          SUPERSEDED SURVEY CONTROL
 GC2291
 GC2291  NAD 83(1995)-  36 11 52.58082(N)    086 49 46.85278(W) AD(       ) 2
 GC2291  NAD 83(1995)-  36 11 52.58299(N)    086 49 46.85350(W) AD(       ) 2
 GC2291  NAD 83(1986)-  36 11 52.58907(N)    086 49 46.85415(W) AD(       ) 2
 GC2291  NAD 27      -  36 11 52.38730(N)    086 49 46.85850(W) AD(       ) 2
 GC2291
 GC2291.Superseded values are not recommended for survey control.
 GC2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2291.See file dsdata.txt to determine how the superseded data were derived.
 GC2291
 GC2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1531205917(NAD 83)
 GC2291_MARKER: DD = SURVEY DISK
 GC2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2291_MARK LOGO: TNGS  
 GC2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2291+STABILITY: SURFACE MOTION
 GC2291
 GC2291  HISTORY     - Date     Condition        Report By
 GC2291  HISTORY     - 1959     MONUMENTED       TNGS
 GC2291
 GC2291                          STATION DESCRIPTION
 GC2291
 GC2291'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2291'STATION IS LOCATED ON THE SOUTHEAST SIDE OF A HIGH HILL ALONG THE
 GC2291'SOUTHWEST SIDE OF CLIFF DRIVE ABOUT 4 MILES NORTHWEST OF THE CENTER
 GC2291'OF NASHVILLE AND 1/2 MILE NORTHEAST OF BORDEAUX. IT IS 18 FEET
 GC2291'SOUTHEAST OF A POWER POLE, 13 FEET SOUTHWEST OF THE CENTER
 GC2291'OF CLIFF DRIVE AND 3 FEET NORTHEAST OF A FENCE. THE MARK IS A 6 X 6
 GC2291'INCH CONCRETE WHICH PROJECTS ABOUT 12 INCHES WITH A USC AND GS AND SS
 GC2291'DISK IN THE TOP STAMPED NO 2608.
 GC2291'
 GC2291'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLIFF. THE
 GC2291'DISTANCE IS 32.157 METERS, 105.50 FEET.
 GC2291'
 GC2291'TO REACH THE STATION FROM THE NORTHEND OF THE BRIDGE OVER THE
 GC2291'CUMBERLAND RIVER NEAR THE CITY LIMITS OF BORDEAUX AND ABOUT 4
 GC2291'MILES NORTHWEST OF DOWNTOWN NASHVILLE, GO NORTHWEST ON U.S. HIGHWAY
 GC2291'41A FOR 0.2 MILE TO A CROSS STREET. (BUENA VISTA PIKE) TURN RIGHT
 GC2291'ON BUENA VISTA PIKE AND GO NORTHEAST FOR 0.3 MILE TO A SIDE ROAD
 GC2291'LEFT. (CLIFF DRIVE) TURN LEFT AND GO NORTHWEST UP STEEP HILL ON
 GC2291'CLIFF DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2292 ***********************************************************************
 GC2292  DESIGNATION -  2608
 GC2292  PID         -  GC2292
 GC2292  STATE/COUNTY-  TN/DAVIDSON
 GC2292  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2292
 GC2292                         *CURRENT SURVEY CONTROL
 GC2292  ___________________________________________________________________
 GC2292* NAD 83(1995)-  36 11 52.57964(N)    086 49 46.85941(W)     ADJUSTED  
 GC2292* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2292  ___________________________________________________________________
 GC2292  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2292  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2292
 GC2292  HORZ ORDER  -  SECOND
 GC2292
 GC2292.The horizontal coordinates were established by classical geodetic methods
 GC2292.and adjusted by the National Geodetic Survey in April 1999..
 GC2292
 GC2292.The orthometric height was scaled from a topographic map.
 GC2292
 GC2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2292
 GC2292.The geoid height was determined by GEOID03.
 GC2292
 GC2292;                    North         East     Units Scale Factor Converg.
 GC2292;SPC TN       -   207,194.295   525,383.336   MT  0.99996851   -0 29 08.6
 GC2292;SPC TN       -   679,769.95  1,723,695.16   sFT  0.99996851   -0 29 08.6
 GC2292;UTM  16      - 4,005,916.562   515,311.807   MT  0.99960289   +0 06 02.1
 GC2292
 GC2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2292!SPC TN       -   0.99997542  x   0.99996851  =   0.99994393
 GC2292!UTM  16      -   0.99997542  x   0.99960289  =   0.99957832
 GC2292
 GC2292                          SUPERSEDED SURVEY CONTROL
 GC2292
 GC2292  NAD 83(1995)-  36 11 52.58161(N)    086 49 46.86121(W) AD(       ) 2
 GC2292  NAD 83(1995)-  36 11 52.58377(N)    086 49 46.86194(W) AD(       ) 2
 GC2292  NAD 83(1986)-  36 11 52.58986(N)    086 49 46.86259(W) AD(       ) 2
 GC2292  NAD 27      -  36 11 52.38900(N)    086 49 46.86700(W) AD(       ) 2
 GC2292
 GC2292.Superseded values are not recommended for survey control.
 GC2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2292.See file dsdata.txt to determine how the superseded data were derived.
 GC2292
 GC2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1531205917(NAD 83)
 GC2292_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2292_MARK LOGO: TNGS  
 GC2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2292+STABILITY: SURFACE MOTION
 GC2292
 GC2292  HISTORY     - Date     Condition        Report By
 GC2292  HISTORY     - 1953     MONUMENTED       TNGS
 GC2292
 GC2292                          STATION DESCRIPTION
 GC2292
 GC2292'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953 (ELJ)
 GC2292'STATION IS LOCATED ON THE SOUTHEAST SIDE OF A HIGH HILL ALONG THE
 GC2292'SOUTHWEST SIDE OF CLIFF DRIVE ABOUT 4 MILES NORTHWEST OF THE CENTER
 GC2292'OF NASHVILLE AND 1/2 MILE NORTHEAST OF BORDEAUX.  IT IS 18 FEET
 GC2292'SOUTHEAST OF A POWER POLE, 13 FEET SOUTHWEST OF THE CENTER OF
 GC2292'CLIFF DRIVE AND 3 FEET NORTHEAST OF A FENCE.  THE MARK IS A 6 X 6
 GC2292'INCH CONCRETE WHICH PROJECTS ABOUT 12 INCHES WITH A USC AND GS
 GC2292'AND SS DISK IN THE TOP STAMPED NO 2608.
 GC2292'
 GC2292'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLIFF.
 GC2292'THE DISTANCE IS 32.157 METERS, 105.50 FEET.
 GC2292'
 GC2292'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 GC2292'CUMBERLAND RIVER NEAR THE CITY LIMITS OF BORDEAUX AND ABOUT 4 MILES
 GC2292'NORTHWEST OF DOWNTOWN NASHVILLE, GO NORTHWEST ON U. S. HIGHWAY 41A
 GC2292'FOR 0.2 MILE TO A CROSS STREET. (BUENA VISTA PIKE) TURN RIGHT ON
 GC2292'BUENA VISTA PIKE AND GO NORTHEAST FOR 0.3 MILE TO A SIDE ROAD
 GC2292'LEFT.  (CLIFF DRIVE) TURN LEFT AND GO NORTHWEST UP STEEP HILL ON
 GC2292'CLIFF DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0381 ***********************************************************************
 GC0381  DESIGNATION -  2613
 GC0381  PID         -  GC0381
 GC0381  STATE/COUNTY-  TN/DAVIDSON
 GC0381  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0381
 GC0381                         *CURRENT SURVEY CONTROL
 GC0381  ___________________________________________________________________
 GC0381* NAD 83(1986)-  36 10 57.     (N)    086 50 06.     (W)     SCALED    
 GC0381* NAVD 88     -       138.400  (meters)     454.07   (feet)  ADJUSTED  
 GC0381  ___________________________________________________________________
 GC0381  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0381  DYNAMIC HT  -         138.281 (meters)     453.68  (feet)  COMP
 GC0381  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0381
 GC0381  VERT ORDER  -  FIRST     CLASS II
 GC0381
 GC0381.The horizontal coordinates were scaled from a topographic map and have
 GC0381.an estimated accuracy of +/- 6 seconds.
 GC0381
 GC0381.The orthometric height was determined by differential leveling
 GC0381.and adjusted by the National Geodetic Survey in June 1991..
 GC0381
 GC0381.The geoid height was determined by GEOID03.
 GC0381
 GC0381.The dynamic height is computed by dividing the NAVD 88
 GC0381.geopotential number by the normal gravity value computed on the
 GC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0381.degrees latitude (g = 980.6199 gals.).
 GC0381
 GC0381.The modeled gravity was interpolated from observed gravity values.
 GC0381
 GC0381;                    North         East    Units  Estimated Accuracy
 GC0381;SPC TN       -   205,490.      524,890.      MT  (+/- 180 meters Scaled)
 GC0381
 GC0381                          SUPERSEDED SURVEY CONTROL
 GC0381
 GC0381  NGVD 29 (??/??/92)  138.428  (m)          454.16   (f) ADJ UNCH    1 2
 GC0381
 GC0381.Superseded values are not recommended for survey control.
 GC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0381.See file dsdata.txt to determine how the superseded data were derived.
 GC0381
 GC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF148042(NAD 83)
 GC0381_MARKER: DB = BENCH MARK DISK
 GC0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0381_STAMPING: 2613
 GC0381_MARK LOGO: TNGS  
 GC0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0381+STABILITY: SURFACE MOTION
 GC0381
 GC0381  HISTORY     - Date     Condition        Report By
 GC0381  HISTORY     - UNK      MONUMENTED       TNGS
 GC0381  HISTORY     - 1949     GOOD             NGS
 GC0381  HISTORY     - 1984     GOOD             NGS
 GC0381
 GC0381                          STATION DESCRIPTION
 GC0381
 GC0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0381'1.8 MI W FROM NASHVILLE.
 GC0381'1.8 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE RAILWAY
 GC0381'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, 682 FEET WEST OF THE
 GC0381'WEST ABUTMENT OF RAILWAY BRIDGE OVER CUMBERLAND RIVER, 362 FEET WEST
 GC0381'OF THE CENTER OF A DIM ROAD CROSSING, 47 1/2 FEET NORTH OF THE
 GC0381'NORTH RAIL OF THE TRACK, 24 FEET EAST OF THE EAST ONE OF 2 PROMINENT
 GC0381'ROCK STACKS, 1 1/4 FEET SOUTH OF THE R/W FENCE LINE, 1 FOOT EAST
 GC0381'OF A WHITE WOODEN WITNESS POST, ABOUT 20 FEET BELOW THE TRACK AND
 GC0381'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GC0381
 GC0381                          STATION RECOVERY (1984)
 GC0381
 GC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0381'RECOVERED IN GOOD CONDITION.  NOTE, THE MARK IS 20.0 FT ABOVE THE
 GC0381'TRACKS INSTEAD OF BELOW.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0384 ***********************************************************************
 GC0384  DESIGNATION -  2614
 GC0384  PID         -  GC0384
 GC0384  STATE/COUNTY-  TN/DAVIDSON
 GC0384  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0384
 GC0384                         *CURRENT SURVEY CONTROL
 GC0384  ___________________________________________________________________
 GC0384* NAD 83(1986)-  36 10 52.     (N)    086 49 27.     (W)     SCALED    
 GC0384* NAVD 88     -       130.980  (meters)     429.72   (feet)  ADJUSTED  
 GC0384  ___________________________________________________________________
 GC0384  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0384  DYNAMIC HT  -         130.868 (meters)     429.36  (feet)  COMP
 GC0384  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0384
 GC0384  VERT ORDER  -  FIRST     CLASS II
 GC0384
 GC0384.The horizontal coordinates were scaled from a topographic map and have
 GC0384.an estimated accuracy of +/- 6 seconds.
 GC0384
 GC0384.The orthometric height was determined by differential leveling
 GC0384.and adjusted by the National Geodetic Survey in June 1991..
 GC0384
 GC0384.The geoid height was determined by GEOID03.
 GC0384
 GC0384.The dynamic height is computed by dividing the NAVD 88
 GC0384.geopotential number by the normal gravity value computed on the
 GC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0384.degrees latitude (g = 980.6199 gals.).
 GC0384
 GC0384.The modeled gravity was interpolated from observed gravity values.
 GC0384
 GC0384;                    North         East    Units  Estimated Accuracy
 GC0384;SPC TN       -   205,320.      525,860.      MT  (+/- 180 meters Scaled)
 GC0384
 GC0384                          SUPERSEDED SURVEY CONTROL
 GC0384
 GC0384  NGVD 29 (??/??/92)  131.008  (m)          429.82   (f) ADJ UNCH    1 2
 GC0384
 GC0384.Superseded values are not recommended for survey control.
 GC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0384.See file dsdata.txt to determine how the superseded data were derived.
 GC0384
 GC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF158040(NAD 83)
 GC0384_MARKER: DB = BENCH MARK DISK
 GC0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0384_STAMPING: 2614
 GC0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0384+STABILITY: SURFACE MOTION
 GC0384
 GC0384  HISTORY     - Date     Condition        Report By
 GC0384  HISTORY     - UNK      MONUMENTED       TNGS
 GC0384  HISTORY     - 1949     GOOD             NGS
 GC0384
 GC0384                          STATION DESCRIPTION
 GC0384
 GC0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0384'1.1 MI W FROM NASHVILLE.
 GC0384'1.1 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE OVERPASS
 GC0384'OVER JEFFERSON STREET AT NASHVILLE, AT THE CROSSING OF 28TH STREET
 GC0384'AND AT THE JUNCTION OF 28TH AND BUCHANAN STREETS, 84 FEET
 GC0384'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 75 FEET NORTHWEST
 GC0384'OF THE CENTER OF THE STREET JUNCTION, 44 FEET NORTH AND ACROSS A
 GC0384'DRIVE WEST TO A HOUSE FROM THE NORTH RAIL, 5.8 FEET WEST OF THE
 GC0384'CENTER OF THE DRIVE TO HOUSE 2804, 65 FEET SOUTH-SOUTHWEST OF THE
 GC0384'SOUTHWEST CORNER OF HOUSE 2804, 10 1/2 FEET NORTH OF THE CENTER
 GC0384'LINE OF A DRIVE WEST TO A HOUSE, 4 1/2 FEET SOUTHEAST OF A WHITE
 GC0384'WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 GC0384'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2720 ***********************************************************************
 GA2720  CBN         -  This is a Cooperative Base Network Control Station.
 GA2720  DESIGNATION -  262
 GA2720  PID         -  GA2720
 GA2720  STATE/COUNTY-  TN/CLAIBORNE
 GA2720  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2720
 GA2720                         *CURRENT SURVEY CONTROL
 GA2720  ___________________________________________________________________
 GA2720* NAD 83(1995)-  36 32 54.22190(N)    083 40 22.11048(W)     ADJUSTED  
 GA2720* NAVD 88     -       376.819  (meters)    1236.28   (feet)  ADJUSTED  
 GA2720  ___________________________________________________________________
 GA2720  X           -     565,387.044 (meters)                     COMP
 GA2720  Y           -  -5,099,024.242 (meters)                     COMP
 GA2720  Z           -   3,777,456.408 (meters)                     COMP
 GA2720  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 GA2720  ELLIP HEIGHT-         346.32  (meters)          (08/03/04) GPS OBS
 GA2720  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2720  DYNAMIC HT  -         376.488 (meters)    1235.19  (feet)  COMP
 GA2720  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GA2720
 GA2720  HORZ ORDER  -  A
 GA2720  VERT ORDER  -  SECOND    CLASS 0
 GA2720  ELLP ORDER  -  FOURTH    CLASS I
 GA2720
 GA2720.The horizontal coordinates were established by GPS observations
 GA2720.and adjusted by the National Geodetic Survey in August 2004..
 GA2720
 GA2720.The orthometric height was determined by differential leveling
 GA2720.and adjusted by the National Geodetic Survey in June 1991..
 GA2720
 GA2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2720
 GA2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2720
 GA2720.The ellipsoidal height was determined by GPS observations
 GA2720.and is referenced to NAD 83.
 GA2720
 GA2720.The geoid height was determined by GEOID03.
 GA2720
 GA2720.The dynamic height is computed by dividing the NAVD 88
 GA2720.geopotential number by the normal gravity value computed on the
 GA2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2720.degrees latitude (g = 980.6199 gals.).
 GA2720
 GA2720.The modeled gravity was interpolated from observed gravity values.
 GA2720
 GA2720;                    North         East     Units Scale Factor Converg.
 GA2720;SPC TN       -   248,243.781   808,351.614   MT  1.00002602   +1 21 44.7
 GA2720;SPC TN       -   814,446.47  2,652,066.92   sFT  1.00002602   +1 21 44.7
 GA2720;UTM  17      - 4,048,100.675   260,759.522   MT  1.00030522   -1 35 32.7
 GA2720
 GA2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2720!SPC TN       -   0.99994565  x   1.00002602  =   0.99997167
 GA2720!UTM  17      -   0.99994565  x   1.00030522  =   1.00025085
 GA2720
 GA2720                          SUPERSEDED SURVEY CONTROL
 GA2720
 GA2720  NAVD 88 (08/03/04)  376.82   (m)         1236.3    (f) LEVELING    3  
 GA2720  NGVD 29 (??/??/92)  376.966  (m)         1236.76   (f) ADJ UNCH    2 0
 GA2720
 GA2720.Superseded values are not recommended for survey control.
 GA2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2720.See file dsdata.txt to determine how the superseded data were derived.
 GA2720
 GA2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6076048101(NAD 83)
 GA2720_MARKER: DB = BENCH MARK DISK
 GA2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2720_STAMPING: 262
 GA2720_MARK LOGO: TNGS  
 GA2720_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2720+STABILITY: SURFACE MOTION
 GA2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2720+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2005
 GA2720
 GA2720  HISTORY     - Date     Condition        Report By
 GA2720  HISTORY     - UNK      MONUMENTED       TNGS
 GA2720  HISTORY     - 1936     GOOD             NGS
 GA2720  HISTORY     - 1965     GOOD             NGS
 GA2720  HISTORY     - 20031010 GOOD             TNDT
 GA2720  HISTORY     - 20050617 GOOD             CAS
 GA2720
 GA2720                          STATION DESCRIPTION
 GA2720
 GA2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2720'AT ARTHUR.
 GA2720'AT ARTHUR, CLAIBORNE COUNTY, ON STATE HIGHWAY 63, 0.1 MILE WEST
 GA2720'OF THE SOUTHERN RAILWAY STATION, ABOUT 500 FEET WEST OF THE POST
 GA2720'OFFICE, 150 FEET WEST OF THE WHITE BUNGALOW OF ERWIN BILLINGSLEY,
 GA2720'75 FEET WEST OF THE WIDOW JOHNSON HOUSE, 75 FEET NORTH OF THE
 GA2720'BALDWIN HOUSE, 65 FEET EAST OF THE W.R. SHUMATES STORE, 75 FEET
 GA2720'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET WEST OF THE
 GA2720'CENTERLINE OF A VERY ROCKY STREET AND ALLEY.  A STATE SURVEY
 GA2720'STANDARD DISK, STAMPED 262 AND SET IN THE TOP OF A CONCRETE POST.
 GA2720
 GA2720                          STATION RECOVERY (1965)
 GA2720
 GA2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2720'RECOVERED IN GOOD CONDITION.
 GA2720
 GA2720                          STATION RECOVERY (2003)
 GA2720
 GA2720'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA2720'RECOVERED AS DESCRIBED.
 GA2720
 GA2720                          STATION RECOVERY (2005)
 GA2720
 GA2720'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA2720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0415 ***********************************************************************
 GA0415  DESIGNATION -  2626
 GA0415  PID         -  GA0415
 GA0415  STATE/COUNTY-  TN/CARTER
 GA0415  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0415
 GA0415                         *CURRENT SURVEY CONTROL
 GA0415  ___________________________________________________________________
 GA0415* NAD 83(1986)-  36 11 38.     (N)    082 03 05.     (W)     SCALED    
 GA0415* NAVD 88     -       800.002  (meters)    2624.67   (feet)  ADJUSTED  
 GA0415  ___________________________________________________________________
 GA0415  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA0415  DYNAMIC HT  -         799.178 (meters)    2621.97  (feet)  COMP
 GA0415  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 GA0415
 GA0415  VERT ORDER  -  FIRST     CLASS II
 GA0415
 GA0415.The horizontal coordinates were scaled from a topographic map and have
 GA0415.an estimated accuracy of +/- 6 seconds.
 GA0415
 GA0415.The orthometric height was determined by differential leveling
 GA0415.and adjusted by the National Geodetic Survey in June 1991..
 GA0415
 GA0415.The geoid height was determined by GEOID03.
 GA0415
 GA0415.The dynamic height is computed by dividing the NAVD 88
 GA0415.geopotential number by the normal gravity value computed on the
 GA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0415.degrees latitude (g = 980.6199 gals.).
 GA0415
 GA0415.The modeled gravity was interpolated from observed gravity values.
 GA0415
 GA0415;                    North         East    Units  Estimated Accuracy
 GA0415;SPC TN       -   213,590.      955,040.      MT  (+/- 180 meters Scaled)
 GA0415
 GA0415                          SUPERSEDED SURVEY CONTROL
 GA0415
 GA0415  NGVD 29 (??/??/92)  800.106  (m)         2625.01   (f) ADJ UNCH    1 2
 GA0415
 GA0415.Superseded values are not recommended for survey control.
 GA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0415.See file dsdata.txt to determine how the superseded data were derived.
 GA0415
 GA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA054059(NAD 83)
 GA0415_MARKER: DD = SURVEY DISK
 GA0415_SETTING: 66 = SET IN ROCK OUTCROP
 GA0415_SP_SET: SET IN ROCK OUTCROP
 GA0415_STAMPING: 2625.198 FT ASH
 GA0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0415+STABILITY: POSITION/ELEVATION WELL
 GA0415
 GA0415  HISTORY     - Date     Condition        Report By
 GA0415  HISTORY     - UNK      MONUMENTED       USGS
 GA0415  HISTORY     - 1933     GOOD             NGS
 GA0415
 GA0415                          STATION DESCRIPTION
 GA0415
 GA0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0415'0.5 MI NW FROM SHELL CREEK.
 GA0415'0.5 MILE NORTHWEST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0415'CAROLINA RAILROAD FROM SHELL CREEK, CARTER COUNTY, 478 YARDS
 GA0415'NORTHWEST OF MILEPOST 27, 40 FEET NORTHEAST OF THE NORTHWEST END
 GA0415'OF THE RAILROAD BRIDGE OVER WILSON CREEK, 6 FEET LOWER THAN THE
 GA0415'RAIL, AND IN THE TOP OF A ROCK IN THE SIDE OF THE MOUNTAIN.  A
 GA0415'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2625.198 FT.
 GA0415'ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2719 ***********************************************************************
 GA2719  DESIGNATION -  263
 GA2719  PID         -  GA2719
 GA2719  STATE/COUNTY-  TN/CLAIBORNE
 GA2719  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2719
 GA2719                         *CURRENT SURVEY CONTROL
 GA2719  ___________________________________________________________________
 GA2719* NAD 83(1986)-  36 32 42.     (N)    083 40 51.     (W)     SCALED    
 GA2719* NAVD 88     -       385.374  (meters)    1264.35   (feet)  ADJUSTED  
 GA2719  ___________________________________________________________________
 GA2719  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2719  DYNAMIC HT  -         385.036 (meters)    1263.24  (feet)  COMP
 GA2719  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 GA2719
 GA2719  VERT ORDER  -  SECOND    CLASS 0
 GA2719
 GA2719.The horizontal coordinates were scaled from a topographic map and have
 GA2719.an estimated accuracy of +/- 6 seconds.
 GA2719
 GA2719.The orthometric height was determined by differential leveling
 GA2719.and adjusted by the National Geodetic Survey in June 1991..
 GA2719
 GA2719.The geoid height was determined by GEOID03.
 GA2719
 GA2719.The dynamic height is computed by dividing the NAVD 88
 GA2719.geopotential number by the normal gravity value computed on the
 GA2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2719.degrees latitude (g = 980.6199 gals.).
 GA2719
 GA2719.The modeled gravity was interpolated from observed gravity values.
 GA2719
 GA2719;                    North         East    Units  Estimated Accuracy
 GA2719;SPC TN       -   247,850.      807,640.      MT  (+/- 180 meters Scaled)
 GA2719
 GA2719                          SUPERSEDED SURVEY CONTROL
 GA2719
 GA2719  NGVD 29 (??/??/92)  385.521  (m)         1264.83   (f) ADJ UNCH    2 0
 GA2719
 GA2719.Superseded values are not recommended for survey control.
 GA2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2719.See file dsdata.txt to determine how the superseded data were derived.
 GA2719
 GA2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA600477(NAD 83)
 GA2719_MARKER: DD = SURVEY DISK
 GA2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2719_STAMPING: 263
 GA2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2719+STABILITY: SURFACE MOTION
 GA2719
 GA2719  HISTORY     - Date     Condition        Report By
 GA2719  HISTORY     - UNK      MONUMENTED       TNGS
 GA2719  HISTORY     - 1936     GOOD             TVA
 GA2719
 GA2719                          STATION DESCRIPTION
 GA2719
 GA2719'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2719'AT ARTHUR.
 GA2719'AT ARTHUR, CLAIBORNE COUNTY, 0.5 MILE WEST ALONG STATE HIGHWAY
 GA2719'63 FROM THE SOUTHERN RAILWAY STATION, ABOUT 500 FEET EAST OF THE
 GA2719'1-STORY FRAME HOUSE OF WIDOW WILEY, ON THE PROPERTY OF OSIE
 GA2719'BILLINGSLEY, IN A VERY ROCKY FIELD, ABOUT 400 FEET NORTHEAST OF
 GA2719'A SMALL HOUSE SOUTH OF THE HIGHWAY, ABOUT 100 YARDS NORTH OF THE
 GA2719'HIGHWAY, AND 150 FEET EAST OF THE PROPERTY-LINE FENCE BETWEEN THE
 GA2719'BILLINGSLEY AND WILEY FARMS.  A STATE SURVEY STANDARD DISK,
 GA2719'STAMPED 263 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2714 ***********************************************************************
 GA2714  DESIGNATION -  264
 GA2714  PID         -  GA2714
 GA2714  STATE/COUNTY-  TN/CLAIBORNE
 GA2714  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2714
 GA2714                         *CURRENT SURVEY CONTROL
 GA2714  ___________________________________________________________________
 GA2714* NAD 83(1986)-  36 32 20.     (N)    083 41 16.     (W)     SCALED    
 GA2714* NAVD 88     -       390.932  (meters)    1282.58   (feet)  ADJUSTED  
 GA2714  ___________________________________________________________________
 GA2714  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2714  DYNAMIC HT  -         390.587 (meters)    1281.45  (feet)  COMP
 GA2714  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 GA2714
 GA2714  VERT ORDER  -  SECOND    CLASS 0
 GA2714
 GA2714.The horizontal coordinates were scaled from a topographic map and have
 GA2714.an estimated accuracy of +/- 6 seconds.
 GA2714
 GA2714.The orthometric height was determined by differential leveling
 GA2714.and adjusted by the National Geodetic Survey in June 1991..
 GA2714
 GA2714.The geoid height was determined by GEOID03.
 GA2714
 GA2714.The dynamic height is computed by dividing the NAVD 88
 GA2714.geopotential number by the normal gravity value computed on the
 GA2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2714.degrees latitude (g = 980.6199 gals.).
 GA2714
 GA2714.The modeled gravity was interpolated from observed gravity values.
 GA2714
 GA2714;                    North         East    Units  Estimated Accuracy
 GA2714;SPC TN       -   247,160.      807,040.      MT  (+/- 180 meters Scaled)
 GA2714
 GA2714                          SUPERSEDED SURVEY CONTROL
 GA2714
 GA2714  NGVD 29 (??/??/92)  391.078  (m)         1283.06   (f) ADJ UNCH    2 0
 GA2714
 GA2714.Superseded values are not recommended for survey control.
 GA2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2714.See file dsdata.txt to determine how the superseded data were derived.
 GA2714
 GA2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA593470(NAD 83)
 GA2714_MARKER: DB = BENCH MARK DISK
 GA2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2714_STAMPING: 264
 GA2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2714+STABILITY: SURFACE MOTION
 GA2714
 GA2714  HISTORY     - Date     Condition        Report By
 GA2714  HISTORY     - UNK      MONUMENTED       TNGS
 GA2714  HISTORY     - 1936     GOOD             TVA
 GA2714
 GA2714                          STATION DESCRIPTION
 GA2714
 GA2714'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2714'1.1 MI W FROM ARTHUR.
 GA2714'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2714'STATION AT ARTHUR, CLAIBORNE COUNTY, 0.8 MILE EAST OF A BRIDGE
 GA2714'OVER GAP CREEK, ABOUT 600 FEET SOUTH OF THE CENTERLINE OF THE
 GA2714'HIGHWAY, ON THE PROPERTY OF JOHN BILLINGSLEY, ABOUT 400 FEET WEST
 GA2714'OF AN OLD HOUSE, AT AN OLD HICKORY TREE IN A CEDAR THICKET, AND
 GA2714'AT THE FENCE BETWEEN THE BILLINGSLEY HEIRS AND THE A.M. GULLEY
 GA2714'PROPERTY.  A STATE SURVEY STANDARD DISK, STAMPED 264 AND SET IN
 GA2714'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2711 ***********************************************************************
 GA2711  DESIGNATION -  265
 GA2711  PID         -  GA2711
 GA2711  STATE/COUNTY-  TN/CLAIBORNE
 GA2711  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2711
 GA2711                         *CURRENT SURVEY CONTROL
 GA2711  ___________________________________________________________________
 GA2711* NAD 83(1986)-  36 31 49.     (N)    083 41 57.     (W)     SCALED    
 GA2711* NAVD 88     -       394.119  (meters)    1293.04   (feet)  ADJUSTED  
 GA2711  ___________________________________________________________________
 GA2711  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2711  DYNAMIC HT  -         393.770 (meters)    1291.89  (feet)  COMP
 GA2711  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GA2711
 GA2711  VERT ORDER  -  SECOND    CLASS 0
 GA2711
 GA2711.The horizontal coordinates were scaled from a topographic map and have
 GA2711.an estimated accuracy of +/- 6 seconds.
 GA2711
 GA2711.The orthometric height was determined by differential leveling
 GA2711.and adjusted by the National Geodetic Survey in June 1991..
 GA2711
 GA2711.The geoid height was determined by GEOID03.
 GA2711
 GA2711.The dynamic height is computed by dividing the NAVD 88
 GA2711.geopotential number by the normal gravity value computed on the
 GA2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2711.degrees latitude (g = 980.6199 gals.).
 GA2711
 GA2711.The modeled gravity was interpolated from observed gravity values.
 GA2711
 GA2711;                    North         East    Units  Estimated Accuracy
 GA2711;SPC TN       -   246,180.      806,040.      MT  (+/- 180 meters Scaled)
 GA2711
 GA2711                          SUPERSEDED SURVEY CONTROL
 GA2711
 GA2711  NGVD 29 (??/??/92)  394.266  (m)         1293.52   (f) ADJ UNCH    2 0
 GA2711
 GA2711.Superseded values are not recommended for survey control.
 GA2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2711.See file dsdata.txt to determine how the superseded data were derived.
 GA2711
 GA2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA583461(NAD 83)
 GA2711_MARKER: DB = BENCH MARK DISK
 GA2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2711_STAMPING: 265
 GA2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2711+STABILITY: SURFACE MOTION
 GA2711
 GA2711  HISTORY     - Date     Condition        Report By
 GA2711  HISTORY     - UNK      MONUMENTED       TNGS
 GA2711  HISTORY     - 1936     GOOD             TVA
 GA2711
 GA2711                          STATION DESCRIPTION
 GA2711
 GA2711'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2711'2.2 MI W FROM ARTHUR.
 GA2711'2.2 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2711'STATION AT ARTHUR, CLAIBORNE COUNTY, 2.6 MILES EAST OF A BRIDGE
 GA2711'OVER TOWN CREEK, ABOUT 1/2 MILE WEST OF A BRIDGE OVER GAP CREEK,
 GA2711'ABOUT 800 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 GA2711'TOP OF A GRASSY HILL, AT THE CLARK-KERR PROPERTY LINE, ABOUT 100
 GA2711'FEET NORTHWEST OF THE CLARK RESIDENCE, ABOUT 350 FEET EAST OF THE
 GA2711'W.H. KERR BARN, AND AT A FENCE CORNER.  A STATE SURVEY STANDARD
 GA2711'DISK, STAMPED 265 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2705 ***********************************************************************
 GA2705  DESIGNATION -  266
 GA2705  PID         -  GA2705
 GA2705  STATE/COUNTY-  TN/CLAIBORNE
 GA2705  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2705
 GA2705                         *CURRENT SURVEY CONTROL
 GA2705  ___________________________________________________________________
 GA2705* NAD 83(1995)-  36 31 42.21169(N)    083 43 50.46705(W)     ADJUSTED  
 GA2705* NAVD 88     -       394.226  (meters)    1293.39   (feet)  ADJUSTED  
 GA2705  ___________________________________________________________________
 GA2705  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GA2705  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2705  DYNAMIC HT  -         393.877 (meters)    1292.24  (feet)  COMP
 GA2705  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 GA2705
 GA2705  HORZ ORDER  -  SECOND
 GA2705  VERT ORDER  -  SECOND    CLASS 0
 GA2705
 GA2705.The horizontal coordinates were established by classical geodetic methods
 GA2705.and adjusted by the National Geodetic Survey in April 1999..
 GA2705
 GA2705.The orthometric height was determined by differential leveling
 GA2705.and adjusted by the National Geodetic Survey in June 1991..
 GA2705
 GA2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2705
 GA2705.The geoid height was determined by GEOID03.
 GA2705
 GA2705.The dynamic height is computed by dividing the NAVD 88
 GA2705.geopotential number by the normal gravity value computed on the
 GA2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2705.degrees latitude (g = 980.6199 gals.).
 GA2705
 GA2705.The modeled gravity was interpolated from observed gravity values.
 GA2705
 GA2705;                    North         East     Units Scale Factor Converg.
 GA2705;SPC TN       -   245,902.947   803,222.354   MT  1.00002172   +1 19 42.8
 GA2705;SPC TN       -   806,766.59  2,635,238.67   sFT  1.00002172   +1 19 42.8
 GA2705;SPC KY1Z     - 1,023,606.735 1,680,864.797   MT  1.00017892   +1 14 23.2
 GA2705;SPC KY1Z     - 3,358,283.10  5,514,637.25   sFT  1.00017892   +1 14 23.2
 GA2705;SPC KY S     -   523,579.303   680,840.655   MT  1.00004351   +1 13 28.7
 GA2705;SPC KY S     - 1,717,776.43  2,233,724.72   sFT  1.00004351   +1 13 28.7
 GA2705;UTM  17      - 4,046,026.740   255,514.860   MT  1.00033649   -1 37 34.2
 GA2705
 GA2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2705!SPC TN       -   0.99994291  x   1.00002172  =   0.99996463
 GA2705!SPC KY1Z     -   0.99994291  x   1.00017892  =   1.00012182
 GA2705!SPC KY S     -   0.99994291  x   1.00004351  =   0.99998642
 GA2705!UTM  17      -   0.99994291  x   1.00033649  =   1.00027938
 GA2705
 GA2705|---------------------------------------------------------------------|
 GA2705| PID    Reference Object                     Distance      Geod. Az  |
 GA2705|                                                           dddmmss.s |
 GA2705| GA2703 266 RM 1                              4.111 METERS 06336     |
 GA2705| GA2702 266 AZ MK                                          0874226.0 |
 GA2705| GA2704 266 RM 2                              3.533 METERS 31820     |
 GA2705|---------------------------------------------------------------------|
 GA2705
 GA2705                          SUPERSEDED SURVEY CONTROL
 GA2705
 GA2705  NAD 83(1995)-  36 31 42.21245(N)    083 43 50.46759(W) AD(       ) 2
 GA2705  NAD 83(1995)-  36 31 42.21169(N)    083 43 50.46092(W) AD(       ) 2
 GA2705  NAD 83(1995)-  36 31 42.22029(N)    083 43 50.46824(W) AD(       ) 2
 GA2705  NAD 83(1986)-  36 31 42.22134(N)    083 43 50.46748(W) AD(       ) 2
 GA2705  NAD 27      -  36 31 41.93764(N)    083 43 50.77355(W) AD(       ) 2
 GA2705  NGVD 29 (??/??/92)  394.370  (m)         1293.86   (f) ADJ UNCH    2 0
 GA2705
 GA2705.Superseded values are not recommended for survey control.
 GA2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2705.See file dsdata.txt to determine how the superseded data were derived.
 GA2705
 GA2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5551546027(NAD 83)
 GA2705_MARKER: DD = SURVEY DISK
 GA2705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2705_SP_SET: MONUMENT
 GA2705_STAMPING: 266
 GA2705_MARK LOGO: TNGS  
 GA2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2705
 GA2705  HISTORY     - Date     Condition        Report By
 GA2705  HISTORY     - 1964     MONUMENTED       TNGS
 GA2705  HISTORY     - 1965     GOOD             TNHD
 GA2705
 GA2705                          STATION DESCRIPTION
 GA2705
 GA2705'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964 (JAG)
 GA2705'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ARTHUR.
 GA2705'
 GA2705'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 4.1 MILES
 GA2705'WESTERLY ON STATE ROUTE 63
 GA2705'TO A GRAVELED DRIVE ON THE LEFT BELONGING TO MRS.
 GA2705'S.R.  TREECE, TURN LEFT, SOUTH,
 GA2705'AND GO ABOUT 200 FEET TO A GATE,
 GA2705'PAINTED WHITE, ON THE RIGHT, TURN RIGHT, WEST,
 GA2705'PASSING THROUGH THE
 GA2705'GATE, TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 GA2705'ACROSS A CLEARED
 GA2705'PASTURE TO THE STATION.
 GA2705'
 GA2705'THE STATION MARK IS 40 FEET EAST OF A FENCE CORNER, 24 FEET WEST OF A
 GA2705'10-INCH CEDAR TREE, 24
 GA2705'FEET NORTH OF AN 11-INCH CEDAR TREE AND 18 FEET SOUTH
 GA2705'OF A FENCE.  IT IS A U.S.  COAST
 GA2705'AND GEODETIC AND STATE SURVEY METAL
 GA2705'DISK SET IN A 6-INCH, SQUARE, CONCRETE MONUMENT,
 GA2705'PROJECTING ABOUT 12
 GA2705'INCHES, AND THE DISK IS STAMPED 266.
 GA2705'
 GA2705'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF A FENCE AND 11 FEET WEST OF
 GA2705'A 10-INCH CEDAR TREE.  IT
 GA2705'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2705'CEMENTED FLUSH IN A DRILL HOLE IN
 GA2705'OUTCROPPING BEDROCK AND THE DISK IS
 GA2705'STAMPED TGS-266 RM-1 1964.
 GA2705'
 GA2705'REFERENCE MARK NO. 2 IS 30 FEET WEST OF A 10-INCH CEDAR TREE, 29 FEET
 GA2705'EAST OF A FENCE CORNER AND 9
 GA2705'FEET SOUTH OF THE FENCE.  IT IS A STANDARD
 GA2705'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2705'CEMENTED FLUSH IN A DRILL HOLE IN
 GA2705'OUTCROPPING BEDROCK AND THE DISK IS STAMPED TGS-266 RM-2 1964.
 GA2705'
 GA2705'THE AZIMUTH MARK IS 23.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 GA2705'WHITE GARAGE, 23 FEET
 GA2705'SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODEN GATE AND 11
 GA2705'FEET WEST OF A FENCE.  IT
 GA2705'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2705'DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GA2705'OUTCROPPING BEDROCK AND THE
 GA2705'DISK IS STAMPED TGS-266 AZI 1964.
 GA2705'
 GA2705'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2705
 GA2705                          STATION RECOVERY (1965)
 GA2705
 GA2705'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2705'4.1 MI W FROM ARTHUR.
 GA2705'FROM THE POST OFFICE IN ARTHUR, GO 4.1 MILES WESTERLY ON STATE
 GA2705'ROUTE 63 TO A GRAVELED DRIVE ON THE LEFT BELONGING TO MRS. S.R.
 GA2705'TREECE, TURN LEFT, SOUTH, AND GO ABOUT 200 FEET TO A GATE,
 GA2705'PAINTED WHITE, ON THE RIGHT, TURN RIGHT, WEST, PASSING THROUGH
 GA2705'THE GATE, CONTINUE ACROSS A CLEARED PASTURE TO THE MARK, 40 FEET
 GA2705'EAST OF FENCE CORNER, 24 FEET WEST OF A 10-INCH CEDAR TREE, 24
 GA2705'FEET NORTH OF AN 11-INCH CEDAR TREE AND 18 FEET SOUTH OF A FENCE.
 GA2705'IT IS A U.S. COAST AND GEODETIC AND STATE SURVEY METAL DISK
 GA2705'CEMENTED IN A 6-INCH SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT
 GA2705'12 INCHES ABOVE THE SURFACE, STAMPED TGS 266.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2702 ***********************************************************************
 GA2702  DESIGNATION -  266 AZ MK
 GA2702  PID         -  GA2702
 GA2702  STATE/COUNTY-  TN/CLAIBORNE
 GA2702  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2702
 GA2702                         *CURRENT SURVEY CONTROL
 GA2702  ___________________________________________________________________
 GA2702* NAD 83(1986)-  36 31 42.     (N)    083 43 33.     (W)     SCALED    
 GA2702* NAVD 88     -       391.587  (meters)    1284.73   (feet)  ADJUSTED  
 GA2702  ___________________________________________________________________
 GA2702  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA2702  DYNAMIC HT  -         391.240 (meters)    1283.59  (feet)  COMP
 GA2702  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GA2702
 GA2702  VERT ORDER  -  SECOND    CLASS 0
 GA2702
 GA2702.The horizontal coordinates were scaled from a topographic map and have
 GA2702.an estimated accuracy of +/- 6 seconds.
 GA2702
 GA2702.The orthometric height was determined by differential leveling
 GA2702.and adjusted by the National Geodetic Survey in June 1991..
 GA2702
 GA2702.The geoid height was determined by GEOID03.
 GA2702
 GA2702.The dynamic height is computed by dividing the NAVD 88
 GA2702.geopotential number by the normal gravity value computed on the
 GA2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2702.degrees latitude (g = 980.6199 gals.).
 GA2702
 GA2702.The modeled gravity was interpolated from observed gravity values.
 GA2702
 GA2702;                    North         East    Units  Estimated Accuracy
 GA2702;SPC TN       -   245,910.      803,660.      MT  (+/- 180 meters Scaled)
 GA2702
 GA2702                          SUPERSEDED SURVEY CONTROL
 GA2702
 GA2702  NGVD 29 (??/??/??)  391.80   (m)         1285.4    (f) RESET       3  
 GA2702
 GA2702.Superseded values are not recommended for survey control.
 GA2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2702.See file dsdata.txt to determine how the superseded data were derived.
 GA2702
 GA2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA559460(NAD 83)
 GA2702_MARKER: DZ = AZIMUTH MARK DISK
 GA2702_SETTING: 66 = SET IN ROCK OUTCROP
 GA2702_SP_SET: ROCK OUTCROP
 GA2702_STAMPING: TGS 266 AZI 1964
 GA2702_MARK LOGO: TNHD  
 GA2702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2702+STABILITY: POSITION/ELEVATION WELL
 GA2702
 GA2702  HISTORY     - Date     Condition        Report By
 GA2702  HISTORY     - 1964     MONUMENTED       TNHD
 GA2702  HISTORY     - 1965     GOOD             TNHD
 GA2702
 GA2702                          STATION DESCRIPTION
 GA2702
 GA2702'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2702'4.1 MI W FROM ARTHUR.
 GA2702'FROM THE POST OFFICE IN ARTHUR, GO 4.1 MILES WESTERLY ON STATE
 GA2702'ROUTE 63 TO A GRAVELED DRIVE ON THE LEFT BELONGING TO MRS. S.R.
 GA2702'TREECE, TURN LEFT, SOUTH, AND GO ABOUT 200 FEET TO A GATE, PAINTED
 GA2702'WHITE, ON THE RIGHT, TURN RIGHT, WEST, PASSING THROUGH THE GATE
 GA2702'TO THE MARK ON THE LEFT.  THE MARK IS 23.5 FEET NORTH OF THE
 GA2702'NORTHWEST CORNER OF A WHITE GARAGE, 23 FEET SOUTHWEST OF THE
 GA2702'APPROXIMATE CENTER OF THE WOODEN GATE AND 11 FEET WEST OF A FENCE.
 GA2702'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GA2702'IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GA2702'TGS 266 AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2703 ***********************************************************************
 GA2703  DESIGNATION -  266 RM 1
 GA2703  PID         -  GA2703
 GA2703  STATE/COUNTY-  TN/CLAIBORNE
 GA2703  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2703
 GA2703                         *CURRENT SURVEY CONTROL
 GA2703  ___________________________________________________________________
 GA2703* NAD 83(1986)-  36 31 42.     (N)    083 43 51.     (W)     SCALED    
 GA2703* NAVD 88     -       393.934  (meters)    1292.43   (feet)  ADJUSTED  
 GA2703  ___________________________________________________________________
 GA2703  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2703  DYNAMIC HT  -         393.585 (meters)    1291.29  (feet)  COMP
 GA2703  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 GA2703
 GA2703  VERT ORDER  -  SECOND    CLASS 0
 GA2703
 GA2703.The horizontal coordinates were scaled from a topographic map and have
 GA2703.an estimated accuracy of +/- 6 seconds.
 GA2703
 GA2703.The orthometric height was determined by differential leveling
 GA2703.and adjusted by the National Geodetic Survey in June 1991..
 GA2703
 GA2703.The geoid height was determined by GEOID03.
 GA2703
 GA2703.The dynamic height is computed by dividing the NAVD 88
 GA2703.geopotential number by the normal gravity value computed on the
 GA2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2703.degrees latitude (g = 980.6199 gals.).
 GA2703
 GA2703.The modeled gravity was interpolated from observed gravity values.
 GA2703
 GA2703;                    North         East    Units  Estimated Accuracy
 GA2703;SPC TN       -   245,900.      803,210.      MT  (+/- 180 meters Scaled)
 GA2703
 GA2703                          SUPERSEDED SURVEY CONTROL
 GA2703
 GA2703  NGVD 29 (??/??/92)  394.077  (m)         1292.90   (f) ADJ UNCH    2 0
 GA2703
 GA2703.Superseded values are not recommended for survey control.
 GA2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2703.See file dsdata.txt to determine how the superseded data were derived.
 GA2703
 GA2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555460(NAD 83)
 GA2703_MARKER: DR = REFERENCE MARK DISK
 GA2703_SETTING: 66 = SET IN ROCK OUTCROP
 GA2703_SP_SET: ROCK OUTCROP
 GA2703_STAMPING: TGS 266 RM 1 1964
 GA2703_MARK LOGO: TNHD  
 GA2703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2703+STABILITY: POSITION/ELEVATION WELL
 GA2703
 GA2703  HISTORY     - Date     Condition        Report By
 GA2703  HISTORY     - 1964     MONUMENTED       TNHD
 GA2703  HISTORY     - 1965     GOOD             TNHD
 GA2703
 GA2703                          STATION DESCRIPTION
 GA2703
 GA2703'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2703'4.1 MI W FROM ARTHUR.
 GA2703'THE MARK IS LOCATED AT THE TGS266 1964 STATION SITE, 12 FEET
 GA2703'SOUTH OF A FENCE AND 11 FEET WEST OF A 10-INCH CEDAR TREE.  IT
 GA2703'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH
 GA2703'IN A DRILLED HOLE OF OUTCROPPING BED-ROCK, STAMPED TGS 266 RM-1
 GA2703'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2704 ***********************************************************************
 GA2704  DESIGNATION -  266 RM 2
 GA2704  PID         -  GA2704
 GA2704  STATE/COUNTY-  TN/CLAIBORNE
 GA2704  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2704
 GA2704                         *CURRENT SURVEY CONTROL
 GA2704  ___________________________________________________________________
 GA2704* NAD 83(1986)-  36 31 42.     (N)    083 43 51.     (W)     SCALED    
 GA2704* NAVD 88     -       394.193  (meters)    1293.28   (feet)  ADJUSTED  
 GA2704  ___________________________________________________________________
 GA2704  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2704  DYNAMIC HT  -         393.844 (meters)    1292.14  (feet)  COMP
 GA2704  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 GA2704
 GA2704  VERT ORDER  -  SECOND    CLASS 0
 GA2704
 GA2704.The horizontal coordinates were scaled from a topographic map and have
 GA2704.an estimated accuracy of +/- 6 seconds.
 GA2704
 GA2704.The orthometric height was determined by differential leveling
 GA2704.and adjusted by the National Geodetic Survey in June 1991..
 GA2704
 GA2704.The geoid height was determined by GEOID03.
 GA2704
 GA2704.The dynamic height is computed by dividing the NAVD 88
 GA2704.geopotential number by the normal gravity value computed on the
 GA2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2704.degrees latitude (g = 980.6199 gals.).
 GA2704
 GA2704.The modeled gravity was interpolated from observed gravity values.
 GA2704
 GA2704;                    North         East    Units  Estimated Accuracy
 GA2704;SPC TN       -   245,900.      803,210.      MT  (+/- 180 meters Scaled)
 GA2704
 GA2704                          SUPERSEDED SURVEY CONTROL
 GA2704
 GA2704  NGVD 29 (??/??/92)  394.336  (m)         1293.75   (f) ADJ UNCH    2 0
 GA2704
 GA2704.Superseded values are not recommended for survey control.
 GA2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2704.See file dsdata.txt to determine how the superseded data were derived.
 GA2704
 GA2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555460(NAD 83)
 GA2704_MARKER: DR = REFERENCE MARK DISK
 GA2704_SETTING: 66 = SET IN ROCK OUTCROP
 GA2704_SP_SET: ROCK OUTCROP
 GA2704_STAMPING: TGS 266 RM 2 1964
 GA2704_MARK LOGO: TNHD  
 GA2704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2704+STABILITY: POSITION/ELEVATION WELL
 GA2704
 GA2704  HISTORY     - Date     Condition        Report By
 GA2704  HISTORY     - 1964     MONUMENTED       TNHD
 GA2704  HISTORY     - 1965     GOOD             TNHD
 GA2704
 GA2704                          STATION DESCRIPTION
 GA2704
 GA2704'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2704'4.1 MI W FROM ARTHUR.
 GA2704'THIS MARK IS LOCATED AT THE TGS 266 1964 STATION SITE, 30 FEET
 GA2704'WEST OF A 10-INCH CEDAR TREE, 29 FEET EAST OF A FENCE CORNER AND
 GA2704'9 FEET SOUTH OF THE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2704'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE OF OUTCROPPING
 GA2704'BED-ROCK, STAMPED TGS 266 RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0487 ***********************************************************************
 FF0487  DESIGNATION -  269.99
 FF0487  PID         -  FF0487
 FF0487  STATE/COUNTY-  TN/SHELBY
 FF0487  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0487
 FF0487                         *CURRENT SURVEY CONTROL
 FF0487  ___________________________________________________________________
 FF0487* NAD 83(1986)-  35 08 44.     (N)    090 03 13.     (W)     SCALED    
 FF0487* NAVD 88     -        82.254  (meters)     269.86   (feet)  ADJUSTED  
 FF0487  ___________________________________________________________________
 FF0487  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0487  DYNAMIC HT  -          82.179 (meters)     269.62  (feet)  COMP
 FF0487  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF0487
 FF0487  VERT ORDER  -  FIRST     CLASS I
 FF0487
 FF0487.The horizontal coordinates were scaled from a topographic map and have
 FF0487.an estimated accuracy of +/- 6 seconds.
 FF0487
 FF0487.The orthometric height was determined by differential leveling
 FF0487.and adjusted by the National Geodetic Survey in June 1991..
 FF0487.WARNING-Repeat measurements at this control monument indicate possible
 FF0487.vertical movement.
 FF0487
 FF0487.The geoid height was determined by GEOID03.
 FF0487
 FF0487.The dynamic height is computed by dividing the NAVD 88
 FF0487.geopotential number by the normal gravity value computed on the
 FF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0487.degrees latitude (g = 980.6199 gals.).
 FF0487
 FF0487.The modeled gravity was interpolated from observed gravity values.
 FF0487
 FF0487;                    North         East    Units  Estimated Accuracy
 FF0487;SPC TN       -    97,770.      230,710.      MT  (+/- 180 meters Scaled)
 FF0487
 FF0487                          SUPERSEDED SURVEY CONTROL
 FF0487
 FF0487  NGVD 29 (??/??/??)   82.211  (m)          269.72   (f) ADJUSTED    1 1
 FF0487
 FF0487.Superseded values are not recommended for survey control.
 FF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0487.See file dsdata.txt to determine how the superseded data were derived.
 FF0487
 FF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU684931(NAD 83)
 FF0487_MARKER: N = NAIL
 FF0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0487_SP_SET: STONE
 FF0487_STAMPING: CAST BM USE
 FF0487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0487+STABILITY: SURFACE MOTION
 FF0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0487+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0487
 FF0487  HISTORY     - Date     Condition        Report By
 FF0487  HISTORY     - UNK      MONUMENTED       DOD
 FF0487  HISTORY     - 1974     GOOD             NGS
 FF0487  HISTORY     - 19940506 GOOD             TN1620
 FF0487  HISTORY     - 20001128 GOOD             USE
 FF0487
 FF0487                          STATION DESCRIPTION
 FF0487
 FF0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0487'AT MEMPHIS.
 FF0487'AT MEMPHIS, AT THE INTERSECTION OF NORTH FRONT STREET AND MADISON
 FF0487'AVENUE, 183.5 FEET SOUTH OF THE EXTENDED CENTER LINE OF MADISON
 FF0487'AVENUE LEADING EAST, 16.5 FEET WEST OF THE WEST CURB OF SOUTH
 FF0487'FRONT STREET, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF0487'COURTHOUSE-CUSTOM HOUSE-POST OFFICE BUILDING, 46.5 FEET WEST OF
 FF0487'THE CENTER LINE OF SOUTH FRONT STREET, A SMALL COPPER NAIL AND WASHER
 FF0487'SET VERTICALLY IN THE SOUTH FACE OF A STONE CORNER POST, PROJECTING
 FF0487'6 1/2 FEET, BETWEEN THE POST OFFICE AND COSSITT-GOODWYN INSTITUTE
 FF0487'LIBRARY, 2.8 FEET ABOVE GROUND.  NOTE-- THE BASE OF STONE POST IS
 FF0487'CRACKED.
 FF0487
 FF0487                          STATION RECOVERY (1994)
 FF0487
 FF0487'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0487'RECOVERED IN GOOD CONDITION.
 FF0487
 FF0487                          STATION RECOVERY (2000)
 FF0487
 FF0487'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0487'RECOVERED IN GOOD CONDITION.  MARKER TYPE COPPER NAIL AND WASHER SET
 FF0487'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1637 ***********************************************************************
 GD1637  DESIGNATION -  27
 GD1637  PID         -  GD1637
 GD1637  STATE/COUNTY-  TN/DYER
 GD1637  USGS QUAD   -  TRIMBLE (1983)
 GD1637
 GD1637                         *CURRENT SURVEY CONTROL
 GD1637  ___________________________________________________________________
 GD1637* NAD 83(1995)-  36 11 44.90507(N)    089 12 07.67960(W)     ADJUSTED  
 GD1637* NAVD 88     -        97.25   (+/-2cm)     319.1    (feet)  VERTCON   
 GD1637  ___________________________________________________________________
 GD1637  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GD1637  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1637
 GD1637  HORZ ORDER  -  THIRD
 GD1637  VERT ORDER  -  THIRD ? (See Below)
 GD1637
 GD1637.The horizontal coordinates were established by classical geodetic methods
 GD1637.and adjusted by the National Geodetic Survey in April 1999..
 GD1637
 GD1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1637.The vertical order pertains to the NGVD 29 superseded value.
 GD1637
 GD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1637
 GD1637.The geoid height was determined by GEOID03.
 GD1637
 GD1637;                    North         East     Units Scale Factor Converg.
 GD1637;SPC TN       -   211,352.430   312,059.784   MT  0.99996827   -1 52 28.8
 GD1637;SPC TN       -   693,412.10  1,023,816.14   sFT  0.99996827   -1 52 28.8
 GD1637;UTM  16      - 4,007,914.299   302,003.885   MT  1.00008305   -1 18 03.2
 GD1637
 GD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1637!SPC TN       -   0.99998917  x   0.99996827  =   0.99995744
 GD1637!UTM  16      -   0.99998917  x   1.00008305  =   1.00007222
 GD1637
 GD1637:                Primary Azimuth Mark                     Grid Az
 GD1637:SPC TN       -  TRIMBLE MUNICIPAL TANK                   047 47 14.3
 GD1637:UTM  16      -  TRIMBLE MUNICIPAL TANK                   047 12 48.7
 GD1637
 GD1637|---------------------------------------------------------------------|
 GD1637| PID    Reference Object                     Distance      Geod. Az  |
 GD1637|                                                           dddmmss.s |
 GD1637| GD1636 TRIMBLE MUNICIPAL TANK              APPROX. 1.4 KM 0455445.5 |
 GD1637| CG3083 27 RM 1                                            21228     |
 GD1637| CG3082 27 AZ MK                                           2123917.5 |
 GD1637| CG3084 27 RM 2                              15.579 METERS 33159     |
 GD1637|---------------------------------------------------------------------|
 GD1637
 GD1637                          SUPERSEDED SURVEY CONTROL
 GD1637
 GD1637  NAD 83(1995)-  36 11 44.90803(N)    089 12 07.68010(W) AD(       ) 3
 GD1637  NAD 83(1995)-  36 11 44.90869(N)    089 12 07.67990(W) AD(       ) 3
 GD1637  NAD 83(1986)-  36 11 44.91644(N)    089 12 07.67941(W) AD(       ) 3
 GD1637  NAD 27      -  36 11 44.67070(N)    089 12 07.43610(W) AD(       ) 3
 GD1637  NGVD 29 (07/19/86)   97.23   (m)          319.0    (f) LEVELING    3  
 GD1637
 GD1637.Superseded values are not recommended for survey control.
 GD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1637.See file dsdata.txt to determine how the superseded data were derived.
 GD1637
 GD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0200407914(NAD 83)
 GD1637_MARKER: DB = BENCH MARK DISK
 GD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1637
 GD1637  HISTORY     - Date     Condition        Report By
 GD1637  HISTORY     - 1959     MONUMENTED       USGS
 GD1637  HISTORY     - 1967     GOOD             CGS
 GD1637
 GD1637                          STATION DESCRIPTION
 GD1637
 GD1637'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (GWM)
 GD1637'THE STATION IS ABOUT 4 MILES SOUTH OF OBION, ABOUT 1 MILE SOUTHWEST
 GD1637'OF TRIMBLE AND ON THE ROAD RIGHT-OF-WAY.  THE MARK IS A STANDARD U.S.
 GD1637'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 27 EPJ 1958 319 FEET
 GD1637'ELEVATION, SET IN THE TOP OF A 7 INCH BY 7 INCH CONCRETE POST
 GD1637'PROJECTING 3 INCHES.  IT IS 55 FEET WEST OF THE CENTER OF THE
 GD1637'INTERSECTION OF A GRAVELED ROAD WEST AND U.S. HIGHWAY 51, 34
 GD1637'FEET EAST OF A POWER POLE, 28 FEET NORTHWEST OF THE CENTERLINE OF
 GD1637'U.S. HIGHWAY, 51, 24 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 GD1637'AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.
 GD1637'
 GD1637'TO REACH THE STATION FROM THE RAILROAD STATION IN TRIMBLE, GO
 GD1637'WESTERLY ON MITCHELL AVENUE FOR 0.15 MILE TO A T-ROAD.  TURN LEFT AND
 GD1637'GO SOUTHWESTERLY ON U.S. HIGHWAY 51 FOR 0.7 MILE TO A SIDE
 GD1637'ROAD RIGHT AND THE STATION AS DESCRIBED.
 GD1637'
 GD1637'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GD1637'HIGHWAY 51 FOR 0.35 MILE TO A DRIVEWAY LEFT AND THE AZIMUTH MARK AS
 GD1637'DESCRIBED.
 GD1637'
 GD1637'REFERENCE MARK 1 IS 60 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GD1637'GRAVELED ROAD, 33 FEET SOUTHEAST OF THE POWER POLE AND 28 FEET
 GD1637'NORTHWEST OF THE CENTERLINE OF HIGHWAY 51.  THE MONUMENT PROJECTS 3
 GD1637'INCHES AND THE DISK IS STAMPED 27 USGS NO 1 1959.  THERE IS
 GD1637'A REFERENCE MARK DISK SET UNDER THIS MARK 38 INCHES BELOW THE
 GD1637'GROUND SURFACE AND STAMPED THE SAME AS THE SURFACE DISK.
 GD1637'
 GD1637'REFERENCE MARK 2 IS 77 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 GD1637'THE GRAVELED ROAD AND HIGHWAY 51, 46 FEET NORTHEAST OF THE POWER
 GD1637'POLE AND 22 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD.
 GD1637'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED 27 USGS NO
 GD1637'2 1959.
 GD1637'
 GD1637'THE AZIMUTH MARK IS 36 FEET NORTH OF A POWER POLE, 30 FEET SOUTHEAST
 GD1637'OF THE CENTERLINE OF HIGHWAY 51, 20 FEET NORTH OF THE CENTERLINE OF
 GD1637'A DRIVEWAY, 2 FEET NORTH OF A WIRE FENCE AND 1 FOOT WEST OF A WHITE
 GD1637'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED 27
 GD1637'USGS 1959.
 GD1637'
 GD1637'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1637
 GD1637                          STATION RECOVERY (1967)
 GD1637
 GD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1637'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1637'HOWEVER, DUE TO CHANGES IN THE AREA, THE ORIGINAL DESCRIPTION IS NO
 GD1637'LONGER COMPLETELY CORRECT.
 GD1637'
 GD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1637'
 GD1637'THE STATION IS ABOUT 4 MILES SOUTH OF OBION AND ABOUT 1 MILE
 GD1637'SOUTHWEST OF TRIMBLE ALONG THE NORTHWEST RIGHT-OF-WAY OF U.S.
 GD1637'HIGHWAY 51.
 GD1637'
 GD1637'TO REACH FROM THE RAILROAD STATION IN TRIMBLE, GO WESTERLY ON
 GD1637'MITCHELL AVENUE FOR 0.15 MILE TO U.S. HIGHWAY 51, HERE TURN LEFT AND
 GD1637'GO SOUTHWESTERLY ON U.S. HIGHWAY 51 FOR 0.7 MILE TO A
 GD1637'GRAVELED T ROAD ON THE RIGHT AND THE STATION AS DESCRIBED.
 GD1637'
 GD1637'THE STATION IS 55 FEET WEST OF THE INTERSECTION OF U.S. HIGHWAY 51
 GD1637'AND THE GRAVELED T ROAD, 34 FEET EAST OF A POWERLINE POLE, 28 FEET
 GD1637'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, 24 FEET
 GD1637'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 0.7 OF A
 GD1637'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A U.S. GEOLOGICAL
 GD1637'SURVEY BENCH MARK DISK SET IN THE TOP OF A 7-INCH, SQUARE,
 GD1637'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED 27
 GD1637'EPJ 1958 319.
 GD1637'
 GD1637'REFERENCE MARK NO. 1 IS 59 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD1637'OF THE GRAVELED ROAD, 33 FEET SOUTHEAST OF A POWERLINE POLE, AND 28
 GD1637'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51.  IT IS
 GD1637'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE
 GD1637'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED 27 USGS NO
 GD1637'1 1959.  ACCORDING TO THE 1959 DESCRIPTION FOR THIS
 GD1637'STATION, THERE IS A REFERENCE MARK DISK SET UNDER THIS MARK 38
 GD1637'INCHES BELOW THE SURFACE AND IS STAMPED THE SAME AS THE SURFACE
 GD1637'MARK DISK.
 GD1637'
 GD1637'REFERENCE MARK NO. 2 IS 77 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1637'THE INTERSECTION OF THE GRAVELED T ROAD AND U.S. HIGHWAY 51, 46 FEET
 GD1637'NORTHEAST OF A POWERLINE POLE AND 22 FEET NORTHEAST OF THE
 GD1637'APPROXIMATE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK SET
 GD1637'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GD1637'INCHES AND THE DISK IS STAMPED 27 USGS NO 2 1959.
 GD1637'
 GD1637'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1637'REFERENCE MARK NO. 2 IS 73.03 FEET - 22.260 METERS.
 GD1637'
 GD1637'THE AZIMUTH MARK IS 36 FEET NORTH OF A POWERLINE POLE, 30 FEET
 GD1637'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, 20 FEET
 GD1637'NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND 0.8 OF A FOOT
 GD1637'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GD1637'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD1637'DISK IS STAMPED 27 USGS 1959.
 GD1637'
 GD1637'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GD1637'HIGHWAY 51 FOR 0.35 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH
 GD1637'MARK AS DESCRIBED.
 GD1637'
 GD1637'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0698 ***********************************************************************
 FE0698  DESIGNATION -  27 40 39
 FE0698  PID         -  FE0698
 FE0698  STATE/COUNTY-  TN/GIBSON
 FE0698  USGS QUAD   -  MEDINA (1981)
 FE0698
 FE0698                         *CURRENT SURVEY CONTROL
 FE0698  ___________________________________________________________________
 FE0698* NAD 83(1986)-  35 51 06.     (N)    088 45 02.     (W)     SCALED    
 FE0698* NAVD 88     -       146.341  (meters)     480.12   (feet)  ADJUSTED  
 FE0698  ___________________________________________________________________
 FE0698  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0698  DYNAMIC HT  -         146.213 (meters)     479.70  (feet)  COMP
 FE0698  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 FE0698
 FE0698  VERT ORDER  -  FIRST     CLASS II
 FE0698
 FE0698.The horizontal coordinates were scaled from a topographic map and have
 FE0698.an estimated accuracy of +/- 6 seconds.
 FE0698
 FE0698.The orthometric height was determined by differential leveling
 FE0698.and adjusted by the National Geodetic Survey in June 1991..
 FE0698
 FE0698.The geoid height was determined by GEOID03.
 FE0698
 FE0698.The dynamic height is computed by dividing the NAVD 88
 FE0698.geopotential number by the normal gravity value computed on the
 FE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0698.degrees latitude (g = 980.6199 gals.).
 FE0698
 FE0698.The modeled gravity was interpolated from observed gravity values.
 FE0698
 FE0698;                    North         East    Units  Estimated Accuracy
 FE0698;SPC TN       -   171,950.      351,580.      MT  (+/- 180 meters Scaled)
 FE0698
 FE0698                          SUPERSEDED SURVEY CONTROL
 FE0698
 FE0698  NGVD 29 (??/??/??)  146.393  (m)          480.29   (f) ADJUSTED    1 2
 FE0698
 FE0698.Superseded values are not recommended for survey control.
 FE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0698.See file dsdata.txt to determine how the superseded data were derived.
 FE0698
 FE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE419689(NAD 83)
 FE0698_MARKER: DD = SURVEY DISK
 FE0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0698_STAMPING: 27 40 39
 FE0698_MARK LOGO: TNDG  
 FE0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0698+STABILITY: SURFACE MOTION
 FE0698
 FE0698  HISTORY     - Date     Condition        Report By
 FE0698  HISTORY     - UNK      MONUMENTED       TNDG
 FE0698  HISTORY     - 1948     GOOD             CGS
 FE0698  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0698
 FE0698                          STATION DESCRIPTION
 FE0698
 FE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0698'3.9 MI N FROM MEDINA.
 FE0698'ABOUT 3.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0698'FROM THE STATION AT MEDINA, ABOUT 4.8 MILES SOUTH OF THE
 FE0698'STATION AT MILAN, AT THE OVERPASS OF THE RAILROAD OVER U.S.
 FE0698'HIGHWAY 45E, 545 FEET NORTHEAST ALONG THE HIGHWAY FROM THE
 FE0698'RAILROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0698'8 FEET WEST OF A 26-INCH OAK TREE, 13 FEET SOUTHWEST OF A FOOT
 FE0698'PATH, 245 FEET NORTHEAST OF B.M. R.E.F.F. M.O.D. 79 (USE),
 FE0698'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 FE0698'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0698'6 INCHES.
 FE0698
 FE0698                          STATION RECOVERY (2002)
 FE0698
 FE0698'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0698'SUSPECTED DESTROYED DUE TO HWY CONSTRUCTION AND NEW OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0479 ***********************************************************************
 FF0479  DESIGNATION -  270
 FF0479  PID         -  FF0479
 FF0479  STATE/COUNTY-  TN/SHELBY
 FF0479  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0479
 FF0479                         *CURRENT SURVEY CONTROL
 FF0479  ___________________________________________________________________
 FF0479* NAD 83(1986)-  35 01 27.     (N)    090 07 05.     (W)     SCALED    
 FF0479* NAVD 88     -        82.188  (meters)     269.65   (feet)  ADJUSTED  
 FF0479  ___________________________________________________________________
 FF0479  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0479  DYNAMIC HT  -          82.112 (meters)     269.40  (feet)  COMP
 FF0479  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 FF0479
 FF0479  VERT ORDER  -  FIRST     CLASS II
 FF0479
 FF0479.The horizontal coordinates were scaled from a topographic map and have
 FF0479.an estimated accuracy of +/- 6 seconds.
 FF0479
 FF0479.The orthometric height was determined by differential leveling
 FF0479.and adjusted by the National Geodetic Survey in June 1991..
 FF0479
 FF0479.The geoid height was determined by GEOID03.
 FF0479
 FF0479.The dynamic height is computed by dividing the NAVD 88
 FF0479.geopotential number by the normal gravity value computed on the
 FF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0479.degrees latitude (g = 980.6199 gals.).
 FF0479
 FF0479.The modeled gravity was interpolated from observed gravity values.
 FF0479
 FF0479;                    North         East    Units  Estimated Accuracy
 FF0479;SPC TN       -    84,560.      224,270.      MT  (+/- 180 meters Scaled)
 FF0479
 FF0479                          SUPERSEDED SURVEY CONTROL
 FF0479
 FF0479  NGVD 29 (??/??/??)   82.168  (m)          269.58   (f) ADJUSTED    1 2
 FF0479
 FF0479.Superseded values are not recommended for survey control.
 FF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0479.See file dsdata.txt to determine how the superseded data were derived.
 FF0479
 FF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU629795(NAD 83)
 FF0479_MARKER: P = PIPE CAP
 FF0479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0479_STAMPING: PRIM TRAV STA NO 68 MISS 270 1908
 FF0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0479
 FF0479  HISTORY     - Date     Condition        Report By
 FF0479  HISTORY     - 1908     MONUMENTED       USGS
 FF0479  HISTORY     - 1956     GOOD             CGS
 FF0479  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0479
 FF0479                          STATION DESCRIPTION
 FF0479
 FF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0479'6.2 MI SW FROM MEMPHIS.
 FF0479'6.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0479'THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.35 MILE NORTHEAST
 FF0479'OF MILE POST M 10, ABOUT 0.3 MILE NORTHEAST OF CROSSING OF
 FF0479'WHITE CAP ROAD, 73 FEET EAST-SOUTHEAST OF NEAR RAIL, 63 FEET
 FF0479'NORTHEAST OF THE 9 TH TELEPHONE POLE NORTHEAST OF CROSSING OF
 FF0479'WHITE CAP ROAD, 101 FEET SOUTH OF THE 10TH TELEPHONE POLE NORTHEAST
 FF0479'OF CROSSING, NEAR THE SOUTHWEST END OF A CUT, 1 1/2 FEET NORTHEAST
 FF0479'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF
 FF0479'TRACK AND PROJECTING 4 INCHES.
 FF0479
 FF0479                          STATION RECOVERY (1976)
 FF0479
 FF0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3614 ***********************************************************************
 GA3614  DESIGNATION -  270
 GA3614  PID         -  GA3614
 GA3614  STATE/COUNTY-  TN/CLAIBORNE
 GA3614  USGS QUAD   -  FORK RIDGE (1959)
 GA3614
 GA3614                         *CURRENT SURVEY CONTROL
 GA3614  ___________________________________________________________________
 GA3614* NAD 83(1995)-  36 30 19.67581(N)    083 46 13.50784(W)     ADJUSTED  
 GA3614* NAVD 88     -       417.0    (meters)    1368.     (feet)  VERTCON   
 GA3614  ___________________________________________________________________
 GA3614  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GA3614  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA3614
 GA3614  HORZ ORDER  -  SECOND
 GA3614
 GA3614.The horizontal coordinates were established by classical geodetic methods
 GA3614.and adjusted by the National Geodetic Survey in April 1999..
 GA3614
 GA3614.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3614
 GA3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3614
 GA3614.The geoid height was determined by GEOID03.
 GA3614
 GA3614;                    North         East     Units Scale Factor Converg.
 GA3614;SPC TN       -   243,277.637   799,722.700   MT  1.00001695   +1 18 19.0
 GA3614;SPC TN       -   798,153.38  2,623,756.89   sFT  1.00001695   +1 18 19.0
 GA3614;SPC KY1Z     - 1,020,986.455 1,677,360.478   MT  1.00018829   +1 12 55.4
 GA3614;SPC KY1Z     - 3,349,686.39  5,503,140.17   sFT  1.00018829   +1 12 55.4
 GA3614;SPC KY S     -   520,960.299   677,336.131   MT  1.00004917   +1 12 01.9
 GA3614;SPC KY S     - 1,709,183.91  2,222,226.96   sFT  1.00004917   +1 12 01.9
 GA3614;UTM  17      - 4,043,584.500   251,883.350   MT  1.00035854   -1 38 56.3
 GA3614
 GA3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3614!SPC TN       -   0.99993932  x   1.00001695  =   0.99995627
 GA3614!SPC KY1Z     -   0.99993932  x   1.00018829  =   1.00012760
 GA3614!SPC KY S     -   0.99993932  x   1.00004917  =   0.99998849
 GA3614!UTM  17      -   0.99993932  x   1.00035854  =   1.00029784
 GA3614
 GA3614:                Primary Azimuth Mark                     Grid Az
 GA3614:SPC TN       -  270 AZ MK                                085 50 24.2
 GA3614:SPC KY1Z     -  270 AZ MK                                085 55 47.8
 GA3614:SPC KY S     -  270 AZ MK                                085 56 41.3
 GA3614:UTM  17      -  270 AZ MK                                088 47 39.5
 GA3614
 GA3614|---------------------------------------------------------------------|
 GA3614| PID    Reference Object                     Distance      Geod. Az  |
 GA3614|                                                           dddmmss.s |
 GA3614| DH7155 270 AZ MK                                          0870843.2 |
 GA3614| DB8608 270 RM 1                              9.351 METERS 27414     |
 GA3614| DB8609 270 RM 2                              9.781 METERS 33834     |
 GA3614|---------------------------------------------------------------------|
 GA3614
 GA3614                          SUPERSEDED SURVEY CONTROL
 GA3614
 GA3614  NAD 83(1995)-  36 30 19.67696(N)    083 46 13.50866(W) AD(       ) 2
 GA3614  NAD 83(1995)-  36 30 19.67955(N)    083 46 13.50431(W) AD(       ) 2
 GA3614  NAD 83(1995)-  36 30 19.68437(N)    083 46 13.50917(W) AD(       ) 2
 GA3614  NAD 83(1986)-  36 30 19.68637(N)    083 46 13.50812(W) AD(       ) 2
 GA3614  NAD 27      -  36 30 19.40242(N)    083 46 13.80884(W) AD(       ) 2
 GA3614  NGVD 29 (07/19/86)  417.2    (m)         1369.     (f) VERT ANG       
 GA3614
 GA3614.Superseded values are not recommended for survey control.
 GA3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3614.See file dsdata.txt to determine how the superseded data were derived.
 GA3614
 GA3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5188343585(NAD 83)
 GA3614_MARKER: DD = SURVEY DISK
 GA3614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3614
 GA3614  HISTORY     - Date     Condition        Report By
 GA3614  HISTORY     - 1964     MONUMENTED       TNGS
 GA3614
 GA3614                          STATION DESCRIPTION
 GA3614
 GA3614'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964 (JAG)
 GA3614'THE STATION IS LOCATED ABOUT 22 MILES NORTHEAST OF LAFOLLETTE.
 GA3614'
 GA3614'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 7.6 MILES
 GA3614'EAST-NORTHEAST ON
 GA3614'STATE ROUTE 63 TO A GRAVELED ROAD ON THE RIGHT,
 GA3614'TURN RIGHT, SOUTHEAST, AND GO 0.7
 GA3614'MILE TO THE TOP OF A RIDGE AND THE
 GA3614'STATION ON THE RIGHT.
 GA3614'
 GA3614'THE STATION IS 11 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD,
 GA3614'2.6 FEET SOUTHEAST OF A
 GA3614'WITNESS POST, 2 FEET NORTH OF A FENCE POST AND 1 FOOT
 GA3614'EAST OF A NORTH AND SOUTH FENCE
 GA3614'LINE.  IT IS A U.S.  COAST AND
 GA3614'GEODETIC AND STATE SURVEY METAL DISK SET IN A
 GA3614'6-INCH SQUARE CONCRETE
 GA3614'MONUMENT, PROJECTING 6 INCHES, AND THE DISK IS STAMPED 270.
 GA3614'
 GA3614'REFERENCE MARK NO. 1 IS 26 FEET SOUTHWEST OF A NORTH AND SOUTH FENCE
 GA3614'LINE, 6 FEET WEST OF A
 GA3614'FENCE POST AND 2 FEET NORTHWEST OF AN EAST AND WEST
 GA3614'FENCE LINE.  IT IS A STANDARD
 GA3614'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3614'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3614'AND THE DISK IS STAMPED
 GA3614'TGS-270 RM-1 1964.
 GA3614'
 GA3614'REFERENCE MARK NO. 2 IS 11 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GA3614'ROAD, 4 FEET NORTHWEST OF
 GA3614'A FENCE POST AND 1 FOOT WEST OF A NORTH AND SOUTH
 GA3614'FENCE LINE.  IT IS A STANDARD
 GA3614'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3614'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3614'AND THE DISK IS STAMPED
 GA3614'TGS-270 RM-2 1964.
 GA3614'
 GA3614'THE AZIMUTH MARK IS 40 FEET NORTH OF A GROUP OF 3 MAIL BOXES, ONE OF
 GA3614'WHICH HAS A.G.  MOYERS
 GA3614'WRITTEN ON IT, 12 FEET NORTHWEST OF THE APPROXIMATE
 GA3614'CENTER OF A GRAVELED ROAD AND
 GA3614'3.6 FEET NORTH OF A WITNESS POST NAILED
 GA3614'TO A LIGHT POLE.  IT IS A STANDARD TENNESSEE
 GA3614'HIGHWAY DEPARTMENT DISK
 GA3614'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3614'IS STAMPED
 GA3614'TGS-270 AZI 1964.
 GA3614'
 GA3614'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.25 MILE SOUTHEAST ON
 GA3614'THE ROAD TO THE
 GA3614'INTERSECTION OF A GRAVELED ROAD, TURN LEFT, NORTHEAST, AND GO
 GA3614'0.35 MILE TO THE MARK ON THE LEFT.
 GA3614'
 GA3614'ALL OBSERVATIONS WERE MADE FROM A 20 FOOT WOODEN STAND.
 GA3614'
 GA3614'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0012 ***********************************************************************
 FD0012  DESIGNATION -  2702=TBM 1
 FD0012  PID         -  FD0012
 FD0012  STATE/COUNTY-  TN/RUTHERFORD
 FD0012  USGS QUAD   -  DILLTON (1975)
 FD0012
 FD0012                         *CURRENT SURVEY CONTROL
 FD0012  ___________________________________________________________________
 FD0012* NAD 83(1986)-  35 50 27.     (N)    086 21 38.     (W)     SCALED    
 FD0012* NAVD 88     -       188.493  (meters)     618.41   (feet)  ADJUSTED  
 FD0012  ___________________________________________________________________
 FD0012  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0012  DYNAMIC HT  -         188.328 (meters)     617.87  (feet)  COMP
 FD0012  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 FD0012
 FD0012  VERT ORDER  -  SECOND    CLASS 0
 FD0012
 FD0012.The horizontal coordinates were scaled from a topographic map and have
 FD0012.an estimated accuracy of +/- 6 seconds.
 FD0012
 FD0012.The orthometric height was determined by differential leveling
 FD0012.and adjusted by the National Geodetic Survey in June 1991..
 FD0012
 FD0012.The geoid height was determined by GEOID03.
 FD0012
 FD0012.The dynamic height is computed by dividing the NAVD 88
 FD0012.geopotential number by the normal gravity value computed on the
 FD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0012.degrees latitude (g = 980.6199 gals.).
 FD0012
 FD0012.The modeled gravity was interpolated from observed gravity values.
 FD0012
 FD0012;                    North         East    Units  Estimated Accuracy
 FD0012;SPC TN       -   167,320.      567,430.      MT  (+/- 180 meters Scaled)
 FD0012
 FD0012                          SUPERSEDED SURVEY CONTROL
 FD0012
 FD0012.No superseded survey control is available for this station.
 FD0012
 FD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE577664(NAD 83)
 FD0012_MARKER: B = BOLT
 FD0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0012_STAMPING: 2709
 FD0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0012+STABILITY: SURFACE MOTION
 FD0012
 FD0012  HISTORY     - Date     Condition        Report By
 FD0012  HISTORY     - UNK      MONUMENTED       TNGS
 FD0012  HISTORY     - 1956     MARK NOT FOUND   NGS
 FD0012
 FD0012                          STATION DESCRIPTION
 FD0012
 FD0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FD0012'1.8 MI E FROM MURFREESBORO.
 FD0012'1.8 MILES EAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 FD0012'MURFREESBORO, RUTHERFORD COUNTY, 0.3 MILE EAST OF THE CITY
 FD0012'LIMITS, OPPOSITE POWER-TRANSMISSION LINE POLE 3344, 98.5 FEET
 FD0012'EAST OF THE NORTHEAST CORNER OF A TWO-STORY FRAME HOUSE OWNED
 FD0012'IN 1935 BY FORREST SPENCE, 26 FEET SOUTH OF THE CENTERLINE OF
 FD0012'THE HIGHWAY, NEAR THE NORTHEAST CORNER OF THE YARD, AND 3 FEET
 FD0012'NORTH OF THE FENCE.  A BRASS BOLT, ERRONEOUSLY STAMPED 2709
 FD0012'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0013 ***********************************************************************
 FD0013  DESIGNATION -  2704=TBM 2
 FD0013  PID         -  FD0013
 FD0013  STATE/COUNTY-  TN/RUTHERFORD
 FD0013  USGS QUAD   -  DILLTON (1975)
 FD0013
 FD0013                         *CURRENT SURVEY CONTROL
 FD0013  ___________________________________________________________________
 FD0013* NAD 83(1986)-  35 50 19.     (N)    086 20 56.     (W)     SCALED    
 FD0013* NAVD 88     -       191.985  (meters)     629.87   (feet)  ADJUSTED  
 FD0013  ___________________________________________________________________
 FD0013  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FD0013  DYNAMIC HT  -         191.816 (meters)     629.32  (feet)  COMP
 FD0013  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FD0013
 FD0013  VERT ORDER  -  SECOND    CLASS 0
 FD0013
 FD0013.The horizontal coordinates were scaled from a topographic map and have
 FD0013.an estimated accuracy of +/- 6 seconds.
 FD0013
 FD0013.The orthometric height was determined by differential leveling
 FD0013.and adjusted by the National Geodetic Survey in June 1991..
 FD0013
 FD0013.The geoid height was determined by GEOID03.
 FD0013
 FD0013.The dynamic height is computed by dividing the NAVD 88
 FD0013.geopotential number by the normal gravity value computed on the
 FD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0013.degrees latitude (g = 980.6199 gals.).
 FD0013
 FD0013.The modeled gravity was interpolated from observed gravity values.
 FD0013
 FD0013;                    North         East    Units  Estimated Accuracy
 FD0013;SPC TN       -   167,070.      568,480.      MT  (+/- 180 meters Scaled)
 FD0013
 FD0013                          SUPERSEDED SURVEY CONTROL
 FD0013
 FD0013.No superseded survey control is available for this station.
 FD0013
 FD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE588662(NAD 83)
 FD0013_MARKER: B = BOLT
 FD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0013_STAMPING: 2704
 FD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0013+STABILITY: SURFACE MOTION
 FD0013
 FD0013  HISTORY     - Date     Condition        Report By
 FD0013  HISTORY     - UNK      MONUMENTED       TNGS
 FD0013  HISTORY     - 1956     MARK NOT FOUND   NGS
 FD0013  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0013
 FD0013                          STATION DESCRIPTION
 FD0013
 FD0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FD0013'2.4 MI E FROM MURFREESBORO.
 FD0013'2.4 MILES EAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 FD0013'MURFREESBORO, RUTHERFORD COUNTY, 0.9 MILE EAST OF THE CITY
 FD0013'LIMITS, 213 FEET WEST OF THE WEST LINE OF LOVERS LANE, 167
 FD0013'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE J.A. OTT RESIDENCE
 FD0013'IN 1935, 72 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE 3323,
 FD0013'27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET EAST
 FD0013'OF POLE 3, IN LINE WITH THE ROW OF POLES, AND 25 FEET WEST OF
 FD0013'A PRIVATE DRIVEWAY.  A BRASS BOLT, STAMPED 2704 AND SET IN THE
 FD0013'TOP OF A CONCRETE POST.
 FD0013
 FD0013                          STATION RECOVERY (2001)
 FD0013
 FD0013'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0013'HIGHWAY HAS BEEN WIDENED.
 FD0013' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0014 ***********************************************************************
 FD0014  DESIGNATION -  2708=TBM 3
 FD0014  PID         -  FD0014
 FD0014  STATE/COUNTY-  TN/RUTHERFORD
 FD0014  USGS QUAD   -  DILLTON (1975)
 FD0014
 FD0014                         *CURRENT SURVEY CONTROL
 FD0014  ___________________________________________________________________
 FD0014* NAD 83(1986)-  35 49 59.     (N)    086 18 58.     (W)     SCALED    
 FD0014* NAVD 88     -       200.540  (meters)     657.94   (feet)  ADJUSTED  
 FD0014  ___________________________________________________________________
 FD0014  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0014  DYNAMIC HT  -         200.363 (meters)     657.36  (feet)  COMP
 FD0014  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FD0014
 FD0014  VERT ORDER  -  SECOND    CLASS 0
 FD0014
 FD0014.The horizontal coordinates were scaled from a topographic map and have
 FD0014.an estimated accuracy of +/- 6 seconds.
 FD0014
 FD0014.The orthometric height was determined by differential leveling
 FD0014.and adjusted by the National Geodetic Survey in June 1991..
 FD0014
 FD0014.The geoid height was determined by GEOID03.
 FD0014
 FD0014.The dynamic height is computed by dividing the NAVD 88
 FD0014.geopotential number by the normal gravity value computed on the
 FD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0014.degrees latitude (g = 980.6199 gals.).
 FD0014
 FD0014.The modeled gravity was interpolated from observed gravity values.
 FD0014
 FD0014;                    North         East    Units  Estimated Accuracy
 FD0014;SPC TN       -   166,440.      571,440.      MT  (+/- 180 meters Scaled)
 FD0014
 FD0014                          SUPERSEDED SURVEY CONTROL
 FD0014
 FD0014.No superseded survey control is available for this station.
 FD0014
 FD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE617656(NAD 83)
 FD0014_MARKER: B = BOLT
 FD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0014_STAMPING: 2708
 FD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0014+STABILITY: SURFACE MOTION
 FD0014
 FD0014  HISTORY     - Date     Condition        Report By
 FD0014  HISTORY     - UNK      MONUMENTED       TNGS
 FD0014  HISTORY     - 1935     GOOD             NGS
 FD0014
 FD0014                          STATION DESCRIPTION
 FD0014
 FD0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0014'4.3 MI E FROM MURFREESBORO.
 FD0014'4.3 MILES EAST ALONG STATE HIGHWAY 1 FROM MURFREESBORO, RUTHERFORD
 FD0014'COUNTY, 181 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY
 FD0014'FRAME DWELLING OWNED IN 1935 BY MRS. SALLIE BENSON, 36 FEET
 FD0014'WEST OF JAKES GROCERY STORE, 25 FEET SOUTH OF THE CENTERLINE
 FD0014'OF THE HIGHWAY, 8 FEET EAST OF POLE 59, OPPOSITE POWER-TRANSMISSION
 FD0014'LINE POLE 3266, AND 6 FEET NORTH OF A FENCE.  A BRASS BOLT,
 FD0014'STAMPED 2708 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2693 ***********************************************************************
 GA2693  DESIGNATION -  271
 GA2693  PID         -  GA2693
 GA2693  STATE/COUNTY-  TN/CLAIBORNE
 GA2693  USGS QUAD   -  FORK RIDGE (1959)
 GA2693
 GA2693                         *CURRENT SURVEY CONTROL
 GA2693  ___________________________________________________________________
 GA2693* NAD 83(1986)-  36 30 03.     (N)    083 47 53.     (W)     SCALED    
 GA2693* NAVD 88     -       389.471  (meters)    1277.79   (feet)  ADJUSTED  
 GA2693  ___________________________________________________________________
 GA2693  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2693  DYNAMIC HT  -         389.128 (meters)    1276.66  (feet)  COMP
 GA2693  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 GA2693
 GA2693  VERT ORDER  -  SECOND    CLASS 0
 GA2693
 GA2693.The horizontal coordinates were scaled from a topographic map and have
 GA2693.an estimated accuracy of +/- 6 seconds.
 GA2693
 GA2693.The orthometric height was determined by differential leveling
 GA2693.and adjusted by the National Geodetic Survey in June 1991..
 GA2693
 GA2693.The geoid height was determined by GEOID03.
 GA2693
 GA2693.The dynamic height is computed by dividing the NAVD 88
 GA2693.geopotential number by the normal gravity value computed on the
 GA2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2693.degrees latitude (g = 980.6199 gals.).
 GA2693
 GA2693.The modeled gravity was interpolated from observed gravity values.
 GA2693
 GA2693;                    North         East    Units  Estimated Accuracy
 GA2693;SPC TN       -   242,710.      797,260.      MT  (+/- 180 meters Scaled)
 GA2693
 GA2693                          SUPERSEDED SURVEY CONTROL
 GA2693
 GA2693  NGVD 29 (??/??/92)  389.610  (m)         1278.25   (f) ADJ UNCH    2 0
 GA2693
 GA2693.Superseded values are not recommended for survey control.
 GA2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2693.See file dsdata.txt to determine how the superseded data were derived.
 GA2693
 GA2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA493431(NAD 83)
 GA2693_MARKER: DD = SURVEY DISK
 GA2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2693_STAMPING: 271
 GA2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2693+STABILITY: SURFACE MOTION
 GA2693
 GA2693  HISTORY     - Date     Condition        Report By
 GA2693  HISTORY     - UNK      MONUMENTED       TNGS
 GA2693  HISTORY     - 1936     GOOD             TVA
 GA2693
 GA2693                          STATION DESCRIPTION
 GA2693
 GA2693'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2693'8.6 MI W FROM ARTHUR.
 GA2693'8.6 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2693'STATION AT ARTHUR, CLAIBORNE COUNTY, ABOUT 2000 FEET WEST OF
 GA2693'POWELL VALLEY HIGH SCHOOL, THENCE 800 FEET SOUTH ALONG A LANE
 GA2693'AND ACROSS A CREEK TO THE A.C. SHIPLEY FARM, ABOUT 175 FEET NORTH
 GA2693'OF THE A.C. SHIPLEY HOUSE, AT A WIRE FENCE, 10 FEET EAST OF A
 GA2693'ROAD LEADING TO THE HOUSE, ABOUT 100 FEET SOUTH OF A FENCE
 GA2693'JUNCTION, AND 50 FEET NORTH OF A 12-INCH WALNUT TREE.  A STATE
 GA2693'SURVEY STANDARD DISK, STAMPED 271 AND SET IN THE TOP OF A CONCRETE
 GA2693'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0936 ***********************************************************************
 GD0936  DESIGNATION -  271
 GD0936  PID         -  GD0936
 GD0936  STATE/COUNTY-  TN/DYER
 GD0936  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0936
 GD0936                         *CURRENT SURVEY CONTROL
 GD0936  ___________________________________________________________________
 GD0936* NAD 83(1986)-  36 00 05.     (N)    089 38 45.     (W)     SCALED    
 GD0936* NAVD 88     -        82.600  (meters)     271.00   (feet)  ADJUSTED  
 GD0936  ___________________________________________________________________
 GD0936  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0936  DYNAMIC HT  -          82.531 (meters)     270.77  (feet)  COMP
 GD0936  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GD0936
 GD0936  VERT ORDER  -  FIRST     CLASS II
 GD0936
 GD0936.The horizontal coordinates were scaled from a topographic map and have
 GD0936.an estimated accuracy of +/- 6 seconds.
 GD0936
 GD0936.The orthometric height was determined by differential leveling
 GD0936.and adjusted by the National Geodetic Survey in June 1991..
 GD0936.WARNING-Repeat measurements at this control monument indicate possible
 GD0936.vertical movement.
 GD0936
 GD0936.The geoid height was determined by GEOID03.
 GD0936
 GD0936.The dynamic height is computed by dividing the NAVD 88
 GD0936.geopotential number by the normal gravity value computed on the
 GD0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0936.degrees latitude (g = 980.6199 gals.).
 GD0936
 GD0936.The modeled gravity was interpolated from observed gravity values.
 GD0936
 GD0936;                    North         East    Units  Estimated Accuracy
 GD0936;SPC TN       -   191,190.      271,380.      MT  (+/- 180 meters Scaled)
 GD0936
 GD0936                          SUPERSEDED SURVEY CONTROL
 GD0936
 GD0936  NGVD 29 (??/??/??)   82.543  (m)          270.81   (f) ADJUSTED    1 2
 GD0936
 GD0936.Superseded values are not recommended for survey control.
 GD0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0936.See file dsdata.txt to determine how the superseded data were derived.
 GD0936
 GD0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE615873(NAD 83)
 GD0936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0936_SP_SET: BRIDGE
 GD0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0936
 GD0936  HISTORY     - Date     Condition        Report By
 GD0936  HISTORY     - UNK      MONUMENTED       DOD
 GD0936  HISTORY     - 1957     GOOD             CGS
 GD0936
 GD0936                          STATION DESCRIPTION
 GD0936
 GD0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0936'2.3 MI E FROM MIDWAY.
 GD0936'2.3 MILES EAST ALONG A ONE-LANE PAVEMENT FROM THE BAPTIST CHURCH
 GD0936'AT MIDWAY, AT BRIDGE OVER OBION RIVER, A 1-INCH SQUARE IRON
 GD0936'PIN PROJECTING 1-INCH ABOVE CONCRETE IN THE TOP OF SOUTH END OF
 GD0936'FIRST PIER WEST OF BRIDGE TURN TABLE, 8 1/2 FEET SOUTH OF CENTER
 GD0936'LINE OF BRIDGE FLOOR, 3 FEET NORTH OF SOUTH END OF PIER, 1 3/4
 GD0936'FEET WEST OF EAST EDGE OF PIER AND 3 FEET BELOW LEVEL OF BRIDGE
 GD0936'FLOOR.  NOTE-- THE MARK DESCRIBED ABOVE IS THE ONLY IRON PIN
 GD0936'FOUND ON SOUTH END OF BRIDGE PIERS.  ITS ELEVATION DOES NOT
 GD0936'CHECK OLD ELEVATION AND IT IS APPARENTLY NOT THE ORIGINAL
 GD0936'MARK LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0015 ***********************************************************************
 FD0015  DESIGNATION -  2710=TBM 4
 FD0015  PID         -  FD0015
 FD0015  STATE/COUNTY-  TN/RUTHERFORD
 FD0015  USGS QUAD   -  DILLTON (1975)
 FD0015
 FD0015                         *CURRENT SURVEY CONTROL
 FD0015  ___________________________________________________________________
 FD0015* NAD 83(1986)-  35 49 52.     (N)    086 18 12.     (W)     SCALED    
 FD0015* NAVD 88     -       207.835  (meters)     681.87   (feet)  ADJUSTED  
 FD0015  ___________________________________________________________________
 FD0015  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD0015  DYNAMIC HT  -         207.652 (meters)     681.27  (feet)  COMP
 FD0015  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0015
 FD0015  VERT ORDER  -  SECOND    CLASS 0
 FD0015
 FD0015.The horizontal coordinates were scaled from a topographic map and have
 FD0015.an estimated accuracy of +/- 6 seconds.
 FD0015
 FD0015.The orthometric height was determined by differential leveling
 FD0015.and adjusted by the National Geodetic Survey in June 1991..
 FD0015
 FD0015.The geoid height was determined by GEOID03.
 FD0015
 FD0015.The dynamic height is computed by dividing the NAVD 88
 FD0015.geopotential number by the normal gravity value computed on the
 FD0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0015.degrees latitude (g = 980.6199 gals.).
 FD0015
 FD0015.The modeled gravity was interpolated from observed gravity values.
 FD0015
 FD0015;                    North         East    Units  Estimated Accuracy
 FD0015;SPC TN       -   166,220.      572,590.      MT  (+/- 180 meters Scaled)
 FD0015
 FD0015                          SUPERSEDED SURVEY CONTROL
 FD0015
 FD0015.No superseded survey control is available for this station.
 FD0015
 FD0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE629654(NAD 83)
 FD0015_MARKER: B = BOLT
 FD0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0015_STAMPING: 2710
 FD0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0015+STABILITY: SURFACE MOTION
 FD0015
 FD0015  HISTORY     - Date     Condition        Report By
 FD0015  HISTORY     - UNK      MONUMENTED       TNGS
 FD0015  HISTORY     - 1935     GOOD             NGS
 FD0015
 FD0015                          STATION DESCRIPTION
 FD0015
 FD0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0015'5 MI E FROM MURFREESBORO.
 FD0015'5.0 MILES EAST ALONG STATE HIGHWAY 1 FROM MURFREESBORO, RUTHERFORD
 FD0015'COUNTY, 0.1 MILE EAST OF THE JUNCTION OF A ROAD LEADING SOUTH
 FD0015'TO DILTOR, 0.1 MILE EAST OF LOAFERS REST STORE IN 1935, AT THE
 FD0015'SUMMIT OF A SMALL HILL, OPPOSITE POWER-TRANSMISSION LINE POLE
 FD0015'3244, 27.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FD0015'ON A BANK.  A BRASS BOLT, STAMPED 2710 AND SET IN THE TOP OF A
 FD0015'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0016 ***********************************************************************
 FD0016  DESIGNATION -  2715=TBM 6
 FD0016  PID         -  FD0016
 FD0016  STATE/COUNTY-  TN/RUTHERFORD
 FD0016  USGS QUAD   -  DILLTON (1975)
 FD0016
 FD0016                         *CURRENT SURVEY CONTROL
 FD0016  ___________________________________________________________________
 FD0016* NAD 83(1986)-  35 49 38.     (N)    086 15 10.     (W)     SCALED    
 FD0016* NAVD 88     -       195.411  (meters)     641.11   (feet)  ADJUSTED  
 FD0016  ___________________________________________________________________
 FD0016  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0016  DYNAMIC HT  -         195.237 (meters)     640.54  (feet)  COMP
 FD0016  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FD0016
 FD0016  VERT ORDER  -  SECOND    CLASS 0
 FD0016
 FD0016.The horizontal coordinates were scaled from a topographic map and have
 FD0016.an estimated accuracy of +/- 6 seconds.
 FD0016
 FD0016.The orthometric height was determined by differential leveling
 FD0016.and adjusted by the National Geodetic Survey in June 1991..
 FD0016
 FD0016.The geoid height was determined by GEOID03.
 FD0016
 FD0016.The dynamic height is computed by dividing the NAVD 88
 FD0016.geopotential number by the normal gravity value computed on the
 FD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0016.degrees latitude (g = 980.6199 gals.).
 FD0016
 FD0016.The modeled gravity was interpolated from observed gravity values.
 FD0016
 FD0016;                    North         East    Units  Estimated Accuracy
 FD0016;SPC TN       -   165,780.      577,160.      MT  (+/- 180 meters Scaled)
 FD0016
 FD0016                          SUPERSEDED SURVEY CONTROL
 FD0016
 FD0016.No superseded survey control is available for this station.
 FD0016
 FD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE674650(NAD 83)
 FD0016_MARKER: B = BOLT
 FD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0016_STAMPING: 2715
 FD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0016+STABILITY: SURFACE MOTION
 FD0016
 FD0016  HISTORY     - Date     Condition        Report By
 FD0016  HISTORY     - UNK      MONUMENTED       TNGS
 FD0016  HISTORY     - 1935     GOOD             NGS
 FD0016
 FD0016                          STATION DESCRIPTION
 FD0016
 FD0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0016'AT KITTRELL.
 FD0016'AT KITTRELL, RUTHERFORD COUNTY, ON STATE HIGHWAY 1, 300 FEET
 FD0016'WEST OF THE BRIDGE OVER CRIPPLE CREEK, AT A DIRT-ROAD INTERSECTION,
 FD0016'ON THE BANK OF THE CREEK, 26.8 FEET NORTH OF THE CENTERLINE
 FD0016'OF THE HIGHWAY, WEST OF THE ROAD, AND 5 FEET HIGHER THAN THE
 FD0016'HIGHWAY.  A BRASS BOLT, STAMPED 2715 AND SET IN THE TOP OF A
 FD0016'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0017 ***********************************************************************
 FD0017  DESIGNATION -  2716
 FD0017  PID         -  FD0017
 FD0017  STATE/COUNTY-  TN/RUTHERFORD
 FD0017  USGS QUAD   -  READYVILLE (1974)
 FD0017
 FD0017                         *CURRENT SURVEY CONTROL
 FD0017  ___________________________________________________________________
 FD0017* NAD 83(1986)-  35 49 24.     (N)    086 14 43.     (W)     SCALED    
 FD0017* NAVD 88     -       191.834  (meters)     629.38   (feet)  ADJUSTED  
 FD0017  ___________________________________________________________________
 FD0017  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0017  DYNAMIC HT  -         191.664 (meters)     628.82  (feet)  COMP
 FD0017  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 FD0017
 FD0017  VERT ORDER  -  SECOND    CLASS 0
 FD0017
 FD0017.The horizontal coordinates were scaled from a topographic map and have
 FD0017.an estimated accuracy of +/- 6 seconds.
 FD0017
 FD0017.The orthometric height was determined by differential leveling
 FD0017.and adjusted by the National Geodetic Survey in June 1991..
 FD0017
 FD0017.The geoid height was determined by GEOID03.
 FD0017
 FD0017.The dynamic height is computed by dividing the NAVD 88
 FD0017.geopotential number by the normal gravity value computed on the
 FD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0017.degrees latitude (g = 980.6199 gals.).
 FD0017
 FD0017.The modeled gravity was interpolated from observed gravity values.
 FD0017
 FD0017;                    North         East    Units  Estimated Accuracy
 FD0017;SPC TN       -   165,340.      577,840.      MT  (+/- 180 meters Scaled)
 FD0017
 FD0017                          SUPERSEDED SURVEY CONTROL
 FD0017
 FD0017.No superseded survey control is available for this station.
 FD0017
 FD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE681646(NAD 83)
 FD0017_MARKER: B = BOLT
 FD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0017_STAMPING: 2716
 FD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0017+STABILITY: SURFACE MOTION
 FD0017
 FD0017  HISTORY     - Date     Condition        Report By
 FD0017  HISTORY     - UNK      MONUMENTED       TNGS
 FD0017  HISTORY     - 1960     MARK NOT FOUND   NGS
 FD0017  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0017
 FD0017                          STATION DESCRIPTION
 FD0017
 FD0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0017'AT KITTRELL.
 FD0017'AT KITTRELL, RUTHERFORD COUNTY, ON STATE HIGHWAY 1, AT THE
 FD0017'HIGH SCHOOL, 145 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FD0017'BUILDING, IN THE SOUTHWEST ANGLE OF A DIRT-ROAD INTERSECTION,
 FD0017'29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF
 FD0017'THE ROAD, 3 YARDS EAST OF POWER-TRANSMISSION LINE POLE 3141, AND
 FD0017'AT A FENCE CORNER.  A BRASS BOLT, STAMPED 2716 AND SET IN THE
 FD0017'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FD0017
 FD0017                          STATION RECOVERY (2002)
 FD0017
 FD0017'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0017'DIRT ROAD HAS BEEN WIDENED AND PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0018 ***********************************************************************
 FD0018  DESIGNATION -  2717
 FD0018  PID         -  FD0018
 FD0018  STATE/COUNTY-  TN/RUTHERFORD
 FD0018  USGS QUAD   -  READYVILLE (1974)
 FD0018
 FD0018                         *CURRENT SURVEY CONTROL
 FD0018  ___________________________________________________________________
 FD0018* NAD 83(1986)-  35 49 06.     (N)    086 13 54.     (W)     SCALED    
 FD0018* NAVD 88     -       205.191  (meters)     673.20   (feet)  ADJUSTED  
 FD0018  ___________________________________________________________________
 FD0018  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0018  DYNAMIC HT  -         205.008 (meters)     672.60  (feet)  COMP
 FD0018  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 FD0018
 FD0018  VERT ORDER  -  SECOND    CLASS 0
 FD0018
 FD0018.The horizontal coordinates were scaled from a topographic map and have
 FD0018.an estimated accuracy of +/- 6 seconds.
 FD0018
 FD0018.The orthometric height was determined by differential leveling
 FD0018.and adjusted by the National Geodetic Survey in June 1991..
 FD0018
 FD0018.The geoid height was determined by GEOID03.
 FD0018
 FD0018.The dynamic height is computed by dividing the NAVD 88
 FD0018.geopotential number by the normal gravity value computed on the
 FD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0018.degrees latitude (g = 980.6199 gals.).
 FD0018
 FD0018.The modeled gravity was interpolated from observed gravity values.
 FD0018
 FD0018;                    North         East    Units  Estimated Accuracy
 FD0018;SPC TN       -   164,780.      579,070.      MT  (+/- 180 meters Scaled)
 FD0018
 FD0018                          SUPERSEDED SURVEY CONTROL
 FD0018
 FD0018.No superseded survey control is available for this station.
 FD0018
 FD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE694640(NAD 83)
 FD0018_MARKER: B = BOLT
 FD0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0018_STAMPING: 2717
 FD0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0018+STABILITY: SURFACE MOTION
 FD0018
 FD0018  HISTORY     - Date     Condition        Report By
 FD0018  HISTORY     - UNK      MONUMENTED       TNGS
 FD0018  HISTORY     - 1960     POOR             NGS
 FD0018  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0018
 FD0018                          STATION DESCRIPTION
 FD0018
 FD0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0018'3.8 MI W FROM READYVILLE.
 FD0018'IN RUTHERFORD COUNTY, 3.8 MILES WEST ALONG STATE HIGHWAY 1 FROM
 FD0018'THE POST OFFICE AT READYVILLE, CANNON COUNTY, 0.8 MILE EAST OF THE
 FD0018'BRICK HIGH SCHOOL AT KITTRELL, OPPOSITE POWER-TRANSMISSION LINE
 FD0018'POLE 3116, MIDWAY BETWEEN POLES 205 AND 206, 23.3 FEET NORTH OF
 FD0018'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 FD0018'A BRASS BOLT, STAMPED 2717 AND SET IN THE TOP OF A CONCRETE POST.
 FD0018'NOTE-- THIS BENCH MARK IS STILL IN PLACE BUT THE TOP PART OF
 FD0018'THE POST IS BROKEN OFF.
 FD0018
 FD0018                          STATION RECOVERY (2002)
 FD0018
 FD0018'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0018'MARK WAS DEFINITELY DESTROYED BY NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0019 ***********************************************************************
 FD0019  DESIGNATION -  2723=TBM 9
 FD0019  PID         -  FD0019
 FD0019  STATE/COUNTY-  TN/RUTHERFORD
 FD0019  USGS QUAD   -  READYVILLE (1974)
 FD0019
 FD0019                         *CURRENT SURVEY CONTROL
 FD0019  ___________________________________________________________________
 FD0019* NAD 83(1986)-  35 49 02.     (N)    086 11 35.     (W)     SCALED    
 FD0019* NAVD 88     -       203.505  (meters)     667.67   (feet)  ADJUSTED  
 FD0019  ___________________________________________________________________
 FD0019  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FD0019  DYNAMIC HT  -         203.323 (meters)     667.07  (feet)  COMP
 FD0019  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 FD0019
 FD0019  VERT ORDER  -  SECOND    CLASS 0
 FD0019
 FD0019.The horizontal coordinates were scaled from a topographic map and have
 FD0019.an estimated accuracy of +/- 6 seconds.
 FD0019
 FD0019.The orthometric height was determined by differential leveling
 FD0019.and adjusted by the National Geodetic Survey in June 1991..
 FD0019
 FD0019.The geoid height was determined by GEOID03.
 FD0019
 FD0019.The dynamic height is computed by dividing the NAVD 88
 FD0019.geopotential number by the normal gravity value computed on the
 FD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0019.degrees latitude (g = 980.6199 gals.).
 FD0019
 FD0019.The modeled gravity was interpolated from observed gravity values.
 FD0019
 FD0019;                    North         East    Units  Estimated Accuracy
 FD0019;SPC TN       -   164,650.      582,550.      MT  (+/- 180 meters Scaled)
 FD0019
 FD0019                          SUPERSEDED SURVEY CONTROL
 FD0019
 FD0019.No superseded survey control is available for this station.
 FD0019
 FD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE728639(NAD 83)
 FD0019_MARKER: B = BOLT
 FD0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0019_STAMPING: 2723
 FD0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0019+STABILITY: SURFACE MOTION
 FD0019
 FD0019  HISTORY     - Date     Condition        Report By
 FD0019  HISTORY     - UNK      MONUMENTED       TNGS
 FD0019  HISTORY     - 1935     GOOD             NGS
 FD0019  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0019
 FD0019                          STATION DESCRIPTION
 FD0019
 FD0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0019'1.2 MI W FROM READYVILLE.
 FD0019'IN RUTHERFORD COUNTY, 1.2 MILES WEST ALONG STATE HIGHWAY 1 FROM
 FD0019'READYVILLE, CANNON COUNTY, 1.2 MILES WEST OF EAST FORK STONE
 FD0019'RIVER, 274 FEET NORTHEAST OF THE INTERSECTION OF OSD PIKE, BETWEEN
 FD0019'POLES 267 AND 268, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 FD0019'HIGHWAY, AND 5 FEET SOUTHEAST OF A FENCE.  A BRASS BOLT, STAMPED
 FD0019'2723 AND SET IN THE TOP OF A CONCRETE POST.
 FD0019
 FD0019                          STATION RECOVERY (2002)
 FD0019
 FD0019'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0019'THERE HAS BEEN EXTENSIVE GRADEWORK IN THE IMMEDIATE VICINITY OF THE
 FD0019'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0020 ***********************************************************************
 FD0020  DESIGNATION -  2724=TBM 10
 FD0020  PID         -  FD0020
 FD0020  STATE/COUNTY-  TN/CANNON
 FD0020  USGS QUAD   -  READYVILLE (1974)
 FD0020
 FD0020                         *CURRENT SURVEY CONTROL
 FD0020  ___________________________________________________________________
 FD0020* NAD 83(1986)-  35 49 29.     (N)    086 11 06.     (W)     SCALED    
 FD0020* NAVD 88     -       195.521  (meters)     641.47   (feet)  ADJUSTED  
 FD0020  ___________________________________________________________________
 FD0020  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FD0020  DYNAMIC HT  -         195.347 (meters)     640.90  (feet)  COMP
 FD0020  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0020
 FD0020  VERT ORDER  -  SECOND    CLASS 0
 FD0020
 FD0020.The horizontal coordinates were scaled from a topographic map and have
 FD0020.an estimated accuracy of +/- 6 seconds.
 FD0020
 FD0020.The orthometric height was determined by differential leveling
 FD0020.and adjusted by the National Geodetic Survey in June 1991..
 FD0020
 FD0020.The geoid height was determined by GEOID03.
 FD0020
 FD0020.The dynamic height is computed by dividing the NAVD 88
 FD0020.geopotential number by the normal gravity value computed on the
 FD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0020.degrees latitude (g = 980.6199 gals.).
 FD0020
 FD0020.The modeled gravity was interpolated from observed gravity values.
 FD0020
 FD0020;                    North         East    Units  Estimated Accuracy
 FD0020;SPC TN       -   165,480.      583,280.      MT  (+/- 180 meters Scaled)
 FD0020
 FD0020                          SUPERSEDED SURVEY CONTROL
 FD0020
 FD0020.No superseded survey control is available for this station.
 FD0020
 FD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE736648(NAD 83)
 FD0020_MARKER: B = BOLT
 FD0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0020_STAMPING: 2724
 FD0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0020+STABILITY: SURFACE MOTION
 FD0020
 FD0020  HISTORY     - Date     Condition        Report By
 FD0020  HISTORY     - UNK      MONUMENTED       TNGS
 FD0020  HISTORY     - 1935     GOOD             NGS
 FD0020
 FD0020                          STATION DESCRIPTION
 FD0020
 FD0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0020'0.5 MI W FROM READYVILLE.
 FD0020'0.5 MILE WEST ALONG STATE HIGHWAY 1 FROM READYVILLE, CANNON
 FD0020'COUNTY, 0.5 MILE WEST OF THE EAST FORK STONE RIVER, 0.4 MILE
 FD0020'WEST OF THE CANNON-RUTHERFORD COUNTY LINE, 597 FEET EAST OF THE
 FD0020'INTERSECTION OF THE OLD READYVILLE ROAD, 90 FEET WEST OF POLE 282,
 FD0020'28.7 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 FD0020'NORTH OF THE C.B. MELTON FENCE LINE.  A BRASS BOLT, STAMPED 2724
 FD0020'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0021 ***********************************************************************
 FD0021  DESIGNATION -  2725
 FD0021  PID         -  FD0021
 FD0021  STATE/COUNTY-  TN/CANNON
 FD0021  USGS QUAD   -  READYVILLE (1974)
 FD0021
 FD0021                         *CURRENT SURVEY CONTROL
 FD0021  ___________________________________________________________________
 FD0021* NAD 83(1986)-  35 49 45.     (N)    086 10 44.     (W)     SCALED    
 FD0021* NAVD 88     -       187.773  (meters)     616.05   (feet)  ADJUSTED  
 FD0021  ___________________________________________________________________
 FD0021  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FD0021  DYNAMIC HT  -         187.605 (meters)     615.50  (feet)  COMP
 FD0021  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 FD0021
 FD0021  VERT ORDER  -  SECOND    CLASS 0
 FD0021
 FD0021.The horizontal coordinates were scaled from a topographic map and have
 FD0021.an estimated accuracy of +/- 6 seconds.
 FD0021
 FD0021.The orthometric height was determined by differential leveling
 FD0021.and adjusted by the National Geodetic Survey in June 1991..
 FD0021
 FD0021.The geoid height was determined by GEOID03.
 FD0021
 FD0021.The dynamic height is computed by dividing the NAVD 88
 FD0021.geopotential number by the normal gravity value computed on the
 FD0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0021.degrees latitude (g = 980.6199 gals.).
 FD0021
 FD0021.The modeled gravity was interpolated from observed gravity values.
 FD0021
 FD0021;                    North         East    Units  Estimated Accuracy
 FD0021;SPC TN       -   165,980.      583,840.      MT  (+/- 180 meters Scaled)
 FD0021
 FD0021                          SUPERSEDED SURVEY CONTROL
 FD0021
 FD0021.No superseded survey control is available for this station.
 FD0021
 FD0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE741653(NAD 83)
 FD0021_MARKER: DD = SURVEY DISK
 FD0021_SETTING: 66 = SET IN ROCK OUTCROP
 FD0021_SP_SET: ROCK LEDGE
 FD0021_STAMPING: 2725
 FD0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0021+STABILITY: POSITION/ELEVATION WELL
 FD0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0021+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 FD0021
 FD0021  HISTORY     - Date     Condition        Report By
 FD0021  HISTORY     - UNK      MONUMENTED       USGS
 FD0021  HISTORY     - 1934     GOOD             NGS
 FD0021  HISTORY     - 20021217 GOOD             TNDT
 FD0021
 FD0021                          STATION DESCRIPTION
 FD0021
 FD0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0021'AT READYVILLE.
 FD0021'AT READYVILLE, CANNON COUNTY, ON STATE HIGHWAY 1, 17.2 FEET
 FD0021'SOUTHEAST OF THE RUTHERFORD-CANNON COUNTY-LINE MARKER, 30.4 FEET
 FD0021'SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE STONE RIVER BRIDGE,
 FD0021'32.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A LARGE
 FD0021'ROCK LEDGE, AND 6 FEET LOWER THAN THE HIGHWAY.  A STATE SURVEY
 FD0021'STANDARD DISK, STAMPED 2725.
 FD0021
 FD0021                          STATION RECOVERY (2002)
 FD0021
 FD0021'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2353 ***********************************************************************
 GA2353  DESIGNATION -  273
 GA2353  PID         -  GA2353
 GA2353  STATE/COUNTY-  TN/CLAIBORNE
 GA2353  USGS QUAD   -  AUSMUS (1980)
 GA2353
 GA2353                         *CURRENT SURVEY CONTROL
 GA2353  ___________________________________________________________________
 GA2353* NAD 83(1986)-  36 29 02.     (N)    083 49 49.     (W)     SCALED    
 GA2353* NAVD 88     -       394.096  (meters)    1292.96   (feet)  ADJUSTED  
 GA2353  ___________________________________________________________________
 GA2353  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GA2353  DYNAMIC HT  -         393.752 (meters)    1291.83  (feet)  COMP
 GA2353  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 GA2353
 GA2353  VERT ORDER  -  SECOND    CLASS 0
 GA2353
 GA2353.The horizontal coordinates were scaled from a topographic map and have
 GA2353.an estimated accuracy of +/- 6 seconds.
 GA2353
 GA2353.The orthometric height was determined by differential leveling
 GA2353.and adjusted by the National Geodetic Survey in June 1991..
 GA2353
 GA2353.The geoid height was determined by GEOID03.
 GA2353
 GA2353.The dynamic height is computed by dividing the NAVD 88
 GA2353.geopotential number by the normal gravity value computed on the
 GA2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2353.degrees latitude (g = 980.6199 gals.).
 GA2353
 GA2353.The modeled gravity was interpolated from observed gravity values.
 GA2353
 GA2353;                    North         East    Units  Estimated Accuracy
 GA2353;SPC TN       -   240,760.      794,420.      MT  (+/- 180 meters Scaled)
 GA2353
 GA2353                          SUPERSEDED SURVEY CONTROL
 GA2353
 GA2353  NGVD 29 (??/??/92)  394.242  (m)         1293.44   (f) ADJ UNCH    2 0
 GA2353
 GA2353.Superseded values are not recommended for survey control.
 GA2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2353.See file dsdata.txt to determine how the superseded data were derived.
 GA2353
 GA2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA464413(NAD 83)
 GA2353_MARKER: DD = SURVEY DISK
 GA2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2353_STAMPING: 273
 GA2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2353+STABILITY: SURFACE MOTION
 GA2353
 GA2353  HISTORY     - Date     Condition        Report By
 GA2353  HISTORY     - UNK      MONUMENTED       TNGS
 GA2353  HISTORY     - 1949     GOOD             NGS
 GA2353
 GA2353                          STATION DESCRIPTION
 GA2353
 GA2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2353'10.9 MI W FROM ARTHUR.
 GA2353'10.9 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2353'STATION AT ARTHUR, CLAIBORNE COUNTY, 3.8 MILES EAST OF THE
 GA2353'SPEEDWELL CHURCH, 2.6 MILES WEST OF THE POWELL VALLEY HIGH SCHOOL,
 GA2353'125 FEET NORTHWEST OF THE TOP OF A GRASSY HILL, AT A WIRE FENCE
 GA2353'RUNNING SOUTH FROM THE HIGHWAY AT A POINT ABOUT 55 YARDS WEST OF
 GA2353'A SHELL GASOLINE PUMP, 650 FEET SOUTH OF A STORE, 600 FEET
 GA2353'SOUTHWEST OF A HOUSE, 600 FEET SOUTH OF THE CENTERLINE OF THE
 GA2353'HIGHWAY, 400 FEET SOUTHWEST OF A BARN, AND ABOUT 40 FEET HIGHER
 GA2353'THAN THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED 273
 GA2353'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0023 ***********************************************************************
 FD0023  DESIGNATION -  2731=TBM 13
 FD0023  PID         -  FD0023
 FD0023  STATE/COUNTY-  TN/CANNON
 FD0023  USGS QUAD   -  WOODBURY (1979)
 FD0023
 FD0023                         *CURRENT SURVEY CONTROL
 FD0023  ___________________________________________________________________
 FD0023* NAD 83(1986)-  35 49 14.     (N)    086 07 16.     (W)     SCALED    
 FD0023* NAVD 88     -       210.356  (meters)     690.14   (feet)  ADJUSTED  
 FD0023  ___________________________________________________________________
 FD0023  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FD0023  DYNAMIC HT  -         210.167 (meters)     689.52  (feet)  COMP
 FD0023  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FD0023
 FD0023  VERT ORDER  -  SECOND    CLASS 0
 FD0023
 FD0023.The horizontal coordinates were scaled from a topographic map and have
 FD0023.an estimated accuracy of +/- 6 seconds.
 FD0023
 FD0023.The orthometric height was determined by differential leveling
 FD0023.and adjusted by the National Geodetic Survey in June 1991..
 FD0023
 FD0023.The geoid height was determined by GEOID03.
 FD0023
 FD0023.The dynamic height is computed by dividing the NAVD 88
 FD0023.geopotential number by the normal gravity value computed on the
 FD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0023.degrees latitude (g = 980.6199 gals.).
 FD0023
 FD0023.The modeled gravity was interpolated from observed gravity values.
 FD0023
 FD0023;                    North         East    Units  Estimated Accuracy
 FD0023;SPC TN       -   165,010.      589,060.      MT  (+/- 180 meters Scaled)
 FD0023
 FD0023                          SUPERSEDED SURVEY CONTROL
 FD0023
 FD0023.No superseded survey control is available for this station.
 FD0023
 FD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE793644(NAD 83)
 FD0023_MARKER: DD = SURVEY DISK
 FD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0023_STAMPING: 2731
 FD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0023+STABILITY: SURFACE MOTION
 FD0023
 FD0023  HISTORY     - Date     Condition        Report By
 FD0023  HISTORY     - UNK      MONUMENTED       TNGS
 FD0023  HISTORY     - 1935     GOOD             NGS
 FD0023  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0023
 FD0023                          STATION DESCRIPTION
 FD0023
 FD0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0023'2.9 MI W FROM WOODBURY.
 FD0023'2.9 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0023'WOODBURY, CANNON COUNTY, MIDWAY BETWEEN POWER-TRANSMISSION LINE
 FD0023'POLES 2894 AND 2895, 30 FEET SOUTH OF THE CENTERLINE OF THE
 FD0023'HIGHWAY, 5 FEET NORTH OF A FENCE, AND 4-1/2 FEET LOWER THAN THE
 FD0023'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 2731 AND SET IN
 FD0023'THE TOP OF A CONCRETE POST.
 FD0023
 FD0023                          STATION RECOVERY (2002)
 FD0023
 FD0023'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0024 ***********************************************************************
 FD0024  DESIGNATION -  2732=TBM 14
 FD0024  PID         -  FD0024
 FD0024  STATE/COUNTY-  TN/CANNON
 FD0024  USGS QUAD   -  WOODBURY (1979)
 FD0024
 FD0024                         *CURRENT SURVEY CONTROL
 FD0024  ___________________________________________________________________
 FD0024* NAD 83(1986)-  35 49 27.     (N)    086 06 28.     (W)     SCALED    
 FD0024* NAVD 88     -       222.163  (meters)     728.88   (feet)  ADJUSTED  
 FD0024  ___________________________________________________________________
 FD0024  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FD0024  DYNAMIC HT  -         221.963 (meters)     728.22  (feet)  COMP
 FD0024  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FD0024
 FD0024  VERT ORDER  -  SECOND    CLASS 0
 FD0024
 FD0024.The horizontal coordinates were scaled from a topographic map and have
 FD0024.an estimated accuracy of +/- 6 seconds.
 FD0024
 FD0024.The orthometric height was determined by differential leveling
 FD0024.and adjusted by the National Geodetic Survey in June 1991..
 FD0024
 FD0024.The geoid height was determined by GEOID03.
 FD0024
 FD0024.The dynamic height is computed by dividing the NAVD 88
 FD0024.geopotential number by the normal gravity value computed on the
 FD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0024.degrees latitude (g = 980.6199 gals.).
 FD0024
 FD0024.The modeled gravity was interpolated from observed gravity values.
 FD0024
 FD0024;                    North         East    Units  Estimated Accuracy
 FD0024;SPC TN       -   165,410.      590,260.      MT  (+/- 180 meters Scaled)
 FD0024
 FD0024                          SUPERSEDED SURVEY CONTROL
 FD0024
 FD0024.No superseded survey control is available for this station.
 FD0024
 FD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE805648(NAD 83)
 FD0024_MARKER: DD = SURVEY DISK
 FD0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0024_STAMPING: 2732
 FD0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0024+STABILITY: SURFACE MOTION
 FD0024
 FD0024  HISTORY     - Date     Condition        Report By
 FD0024  HISTORY     - UNK      MONUMENTED       TNGS
 FD0024  HISTORY     - 1935     GOOD             NGS
 FD0024  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0024
 FD0024                          STATION DESCRIPTION
 FD0024
 FD0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0024'2.2 MI W FROM WOODBURY.
 FD0024'2.2 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0024'WOODBURY, CANNON COUNTY, AT THE SUMMIT OF A HILL, AT THE DRIVEWAY
 FD0024'TO THE ELROD PROPERTY IN 1935, ABOUT 50 FEET WEST OF THE SOUTHWEST
 FD0024'CORNER OF A BARN, BETWEEN POWER-TRANSMISSION LINE POLES 2871
 FD0024'AND 2872, 41 FEET SOUTH OF A BARN ON THE NORTH SIDE OF THE
 FD0024'HIGHWAY, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FD0024'10 FEET WEST OF POLE 681, AND 10 FEET NORTHWEST OF A HEDGE
 FD0024'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 2732 AND SET IN
 FD0024'THE TOP OF A CONCRETE POST.
 FD0024
 FD0024                          STATION RECOVERY (2002)
 FD0024
 FD0024'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0025 ***********************************************************************
 FD0025  DESIGNATION -  2734
 FD0025  PID         -  FD0025
 FD0025  STATE/COUNTY-  TN/CANNON
 FD0025  USGS QUAD   -  WOODBURY (1979)
 FD0025
 FD0025                         *CURRENT SURVEY CONTROL
 FD0025  ___________________________________________________________________
 FD0025* NAD 83(1986)-  35 49 31.     (N)    086 05 51.     (W)     SCALED    
 FD0025* NAVD 88     -       213.269  (meters)     699.70   (feet)  ADJUSTED  
 FD0025  ___________________________________________________________________
 FD0025  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FD0025  DYNAMIC HT  -         213.077 (meters)     699.07  (feet)  COMP
 FD0025  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FD0025
 FD0025  VERT ORDER  -  SECOND    CLASS 0
 FD0025
 FD0025.The horizontal coordinates were scaled from a topographic map and have
 FD0025.an estimated accuracy of +/- 6 seconds.
 FD0025
 FD0025.The orthometric height was determined by differential leveling
 FD0025.and adjusted by the National Geodetic Survey in June 1991..
 FD0025
 FD0025.The geoid height was determined by GEOID03.
 FD0025
 FD0025.The dynamic height is computed by dividing the NAVD 88
 FD0025.geopotential number by the normal gravity value computed on the
 FD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0025.degrees latitude (g = 980.6199 gals.).
 FD0025
 FD0025.The modeled gravity was interpolated from observed gravity values.
 FD0025
 FD0025;                    North         East    Units  Estimated Accuracy
 FD0025;SPC TN       -   165,530.      591,190.      MT  (+/- 180 meters Scaled)
 FD0025
 FD0025                          SUPERSEDED SURVEY CONTROL
 FD0025
 FD0025.No superseded survey control is available for this station.
 FD0025
 FD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE815649(NAD 83)
 FD0025_MARKER: B = BOLT
 FD0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0025_STAMPING: 2734
 FD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0025+STABILITY: SURFACE MOTION
 FD0025
 FD0025  HISTORY     - Date     Condition        Report By
 FD0025  HISTORY     - UNK      MONUMENTED       TNGS
 FD0025  HISTORY     - 1935     GOOD             NGS
 FD0025  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0025
 FD0025                          STATION DESCRIPTION
 FD0025
 FD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0025'1.6 MI W FROM WOODBURY.
 FD0025'1.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0025'WOODBURY, CANNON COUNTY, 200 FEET SOUTHWEST OF THE RESIDENCE
 FD0025'OF R.D. MC BROOM IN 1935, BETWEEN POWER-TRANSMISSION LINE POLES
 FD0025'2855 AND 2854, 26.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FD0025'AND 4 FEET NORTH OF A FENCE LINE.  A BRASS BOLT, STAMPED 2734
 FD0025'AND SET IN THE TOP OF A CONCRETE POST.
 FD0025
 FD0025                          STATION RECOVERY (2002)
 FD0025
 FD0025'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1477 ***********************************************************************
 FC1477  DESIGNATION -  2754
 FC1477  PID         -  FC1477
 FC1477  STATE/COUNTY-  TN/CANNON
 FC1477  USGS QUAD   -  SHORT MOUNTAIN (1982)
 FC1477
 FC1477                         *CURRENT SURVEY CONTROL
 FC1477  ___________________________________________________________________
 FC1477* NAD 83(1986)-  35 45 46.     (N)    085 58 29.     (W)     SCALED    
 FC1477* NAVD 88     -       341.006  (meters)    1118.78   (feet)  ADJUSTED  
 FC1477  ___________________________________________________________________
 FC1477  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1477  DYNAMIC HT  -         340.687 (meters)    1117.74  (feet)  COMP
 FC1477  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FC1477
 FC1477  VERT ORDER  -  SECOND    CLASS 0
 FC1477
 FC1477.The horizontal coordinates were scaled from a topographic map and have
 FC1477.an estimated accuracy of +/- 6 seconds.
 FC1477
 FC1477.The orthometric height was determined by differential leveling
 FC1477.and adjusted by the National Geodetic Survey in June 1991..
 FC1477
 FC1477.The geoid height was determined by GEOID03.
 FC1477
 FC1477.The dynamic height is computed by dividing the NAVD 88
 FC1477.geopotential number by the normal gravity value computed on the
 FC1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1477.degrees latitude (g = 980.6199 gals.).
 FC1477
 FC1477.The modeled gravity was interpolated from observed gravity values.
 FC1477
 FC1477;                    North         East    Units  Estimated Accuracy
 FC1477;SPC TN       -   158,600.      602,290.      MT  (+/- 180 meters Scaled)
 FC1477
 FC1477                          SUPERSEDED SURVEY CONTROL
 FC1477
 FC1477.No superseded survey control is available for this station.
 FC1477
 FC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE926581(NAD 83)
 FC1477_MARKER: DD = SURVEY DISK
 FC1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1477_STAMPING: 2754
 FC1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1477+STABILITY: SURFACE MOTION
 FC1477
 FC1477  HISTORY     - Date     Condition        Report By
 FC1477  HISTORY     - UNK      MONUMENTED       TNGS
 FC1477  HISTORY     - 1958     GOOD             NGS
 FC1477  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1477
 FC1477                          STATION DESCRIPTION
 FC1477
 FC1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1477'4 MI W FROM CENTERTOWN.
 FC1477'IN CANNON COUNTY, 4.0 MILES WEST ALONG STATE HIGHWAY 1 FROM
 FC1477'AKERS GENERAL STORE AT CENTERTOWN, WARREN COUNTY, 200 FEET
 FC1477'NORTHWEST OF A SMALL CEMETERY, IN THE FRONT YARD OF THE H.K. PANN
 FC1477'RESIDENCE IN 1935, 39 FEET SOUTH OF A MAIL BOX, AND 27 FEET
 FC1477'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 FC1477'STANDARD DISK, STAMPED 2754 AND SET IN THE TOP OF A CONCRETE
 FC1477'POST.
 FC1477
 FC1477                          STATION RECOVERY (2002)
 FC1477
 FC1477'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1480 ***********************************************************************
 FC1480  DESIGNATION -  2758
 FC1480  PID         -  FC1480
 FC1480  STATE/COUNTY-  TN/WARREN
 FC1480  USGS QUAD   -  CENTERTOWN (1984)
 FC1480
 FC1480                         *CURRENT SURVEY CONTROL
 FC1480  ___________________________________________________________________
 FC1480* NAD 83(1986)-  35 43 40.     (N)    085 55 29.     (W)     SCALED    
 FC1480* NAVD 88     -       337.934  (meters)    1108.71   (feet)  ADJUSTED  
 FC1480  ___________________________________________________________________
 FC1480  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FC1480  DYNAMIC HT  -         337.618 (meters)    1107.67  (feet)  COMP
 FC1480  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FC1480
 FC1480  VERT ORDER  -  SECOND    CLASS 0
 FC1480
 FC1480.The horizontal coordinates were scaled from a topographic map and have
 FC1480.an estimated accuracy of +/- 6 seconds.
 FC1480
 FC1480.The orthometric height was determined by differential leveling
 FC1480.and adjusted by the National Geodetic Survey in June 1991..
 FC1480
 FC1480.The geoid height was determined by GEOID03.
 FC1480
 FC1480.The dynamic height is computed by dividing the NAVD 88
 FC1480.geopotential number by the normal gravity value computed on the
 FC1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1480.degrees latitude (g = 980.6199 gals.).
 FC1480
 FC1480.The modeled gravity was interpolated from observed gravity values.
 FC1480
 FC1480;                    North         East    Units  Estimated Accuracy
 FC1480;SPC TN       -   154,720.      606,810.      MT  (+/- 180 meters Scaled)
 FC1480
 FC1480                          SUPERSEDED SURVEY CONTROL
 FC1480
 FC1480.No superseded survey control is available for this station.
 FC1480
 FC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE972542(NAD 83)
 FC1480_MARKER: DB = BENCH MARK DISK
 FC1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1480_STAMPING: 2758
 FC1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1480+STABILITY: SURFACE MOTION
 FC1480
 FC1480  HISTORY     - Date     Condition        Report By
 FC1480  HISTORY     - UNK      MONUMENTED       CGS
 FC1480  HISTORY     - 1951     MARK NOT FOUND   USGS
 FC1480  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1480
 FC1480                          STATION DESCRIPTION
 FC1480
 FC1480'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FC1480'0.2 MI W FROM CENTERTOWN.
 FC1480'0.2 MILE WEST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1480'CENTERTOWN, WARREN COUNTY, 0.5 MILE EAST OF HOOVER INN, 75 FEET
 FC1480'WEST OF THE W.W. HOLDEN RESIDENCE IN 1935, 28.3 FEET NORTH OF THE
 FC1480'CENTERLINE OF THE HIGHWAY, AT A CLUMP OF OAK TREES, AND NEAR A
 FC1480'FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED 2758 AND SET
 FC1480'IN THE TOP OF A CONCRETE POST.
 FC1480
 FC1480                          STATION RECOVERY (2002)
 FC1480
 FC1480'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0748 ***********************************************************************
 GD0748  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0748  DESIGNATION -  279.505
 GD0748  PID         -  GD0748
 GD0748  STATE/COUNTY-  TN/LAKE
 GD0748  USGS QUAD   -  MISTON (1983)
 GD0748
 GD0748                         *CURRENT SURVEY CONTROL
 GD0748  ___________________________________________________________________
 GD0748* NAD 83(1995)-  36 13 54.66908(N)    089 29 50.44094(W)     ADJUSTED  
 GD0748* NAVD 88     -        85.20   (meters)     279.5    (feet)  GPS OBS   
 GD0748  ___________________________________________________________________
 GD0748  X           -      45,188.046 (meters)                     COMP
 GD0748  Y           -  -5,150,682.584 (meters)                     COMP
 GD0748  Z           -   3,749,007.876 (meters)                     COMP
 GD0748  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GD0748  ELLIP HEIGHT-          56.81  (meters)          (05/31/05) GPS OBS
 GD0748  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0748  DYNAMIC HT  -          85.13  (meters)     279.3   (feet)  COMP
 GD0748  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GD0748
 GD0748  HORZ ORDER  -  FIRST
 GD0748  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0748  ELLP ORDER  -  FOURTH    CLASS II
 GD0748
 GD0748.The horizontal coordinates were established by GPS observations
 GD0748.and adjusted by the National Geodetic Survey in May 2005..
 GD0748
 GD0748.The orthometric height was determined by GPS observations and a
 GD0748.high-resolution geoid model using precise GPS observation and
 GD0748.processing techniques. It supersedes the leveled height previously
 GD0748.determined for this station.
 GD0748.WARNING-Repeat measurements at this control monument indicate possible
 GD0748.vertical movement.
 GD0748.The vertical order pertains to the first NAVD 88 superseded value.
 GD0748
 GD0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0748
 GD0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0748
 GD0748.The ellipsoidal height was determined by GPS observations
 GD0748.and is referenced to NAD 83.
 GD0748
 GD0748.The geoid height was determined by GEOID03.
 GD0748
 GD0748.The dynamic height is computed by dividing the NAVD 88
 GD0748.geopotential number by the normal gravity value computed on the
 GD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0748.degrees latitude (g = 980.6199 gals.).
 GD0748
 GD0748.The modeled gravity was interpolated from observed gravity values.
 GD0748
 GD0748;                    North         East     Units Scale Factor Converg.
 GD0748;SPC TN       -   216,258.052   285,667.682   MT  0.99997244   -2 02 50.9
 GD0748;SPC TN       -   709,506.63    937,228.05   sFT  0.99997244   -2 02 50.9
 GD0748;UTM  16      - 4,012,556.892   275,559.337   MT  1.00022071   -1 28 36.1
 GD0748
 GD0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0748!SPC TN       -   0.99999108  x   0.99997244  =   0.99996352
 GD0748!UTM  16      -   0.99999108  x   1.00022071  =   1.00021179
 GD0748
 GD0748                          SUPERSEDED SURVEY CONTROL
 GD0748
 GD0748  NAVD 88 (06/15/91)   85.149  (m)          279.36   (f) ADJUSTED    1 1
 GD0748  NGVD 29 (??/??/??)   85.071  (m)          279.10   (f) ADJUSTED    1 1
 GD0748
 GD0748.Superseded values are not recommended for survey control.
 GD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0748.See file dsdata.txt to determine how the superseded data were derived.
 GD0748
 GD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7555912557(NAD 83)
 GD0748_MARKER: DD = SURVEY DISK
 GD0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0748_SP_SET: CONCRETE HEADWALL
 GD0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0748+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD0748
 GD0748  HISTORY     - Date     Condition        Report By
 GD0748  HISTORY     - UNK      MONUMENTED       DOD
 GD0748  HISTORY     - 1974     GOOD             NGS
 GD0748  HISTORY     - 1976     GOOD             NGS
 GD0748  HISTORY     - 20020801 GOOD             USACE
 GD0748  HISTORY     - 20030709 GOOD             EMCINC
 GD0748
 GD0748                          STATION DESCRIPTION
 GD0748
 GD0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0748'3.15 MI S FROM RIDGELY.
 GD0748'ABOUT 2 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD0748'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 1.15 MILES WEST
 GD0748'ALONG STATE HIGHWAY 79, AT THE CROSSING OF STATE HIGHWAY 79 AND THE
 GD0748'ILLINOIS CENTRAL RAILROAD, SET IN THE NORTHWEST CORNER OF THE NORTH
 GD0748'CONCRETE HEADWALL ON THE EAST SIDE OF TRACKS, 30.2 FEET WEST OF THE
 GD0748'CENTER LINE OF A NORTH-SOUTH PAVED ROAD, 15.7 FEET NORTH OF THE CENTER
 GD0748'LINE OF STATE HIGHWAY 79, 13.1 FEET EAST OF THE EAST RAIL OF THE TRACK
 GD0748'AND 2 FEET BELOW LEVEL OF THE HIGHWAY.
 GD0748
 GD0748                          STATION RECOVERY (1976)
 GD0748
 GD0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0748'RECOVERED IN GOOD CONDITION.
 GD0748
 GD0748                          STATION RECOVERY (2002)
 GD0748
 GD0748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0748'RECOVERED IN GOOD CONDITION.
 GD0748
 GD0748                          STATION RECOVERY (2003)
 GD0748
 GD0748'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2572 ***********************************************************************
 AJ2572  DESIGNATION -  28
 AJ2572  PID         -  AJ2572
 AJ2572  STATE/COUNTY-  TN/SHELBY
 AJ2572  USGS QUAD   -  MILLINGTON (1997)
 AJ2572
 AJ2572                         *CURRENT SURVEY CONTROL
 AJ2572  ___________________________________________________________________
 AJ2572* NAD 83(1995)-  35 21 13.18041(N)    089 56 54.24965(W)     ADJUSTED  
 AJ2572* NAVD 88     -        78.8    (meters)     259.     (feet)  GPS OBS   
 AJ2572  ___________________________________________________________________
 AJ2572  X           -       4,689.906 (meters)                     COMP
 AJ2572  Y           -  -5,207,862.507 (meters)                     COMP
 AJ2572  Z           -   3,669,967.710 (meters)                     COMP
 AJ2572  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ2572  ELLIP HEIGHT-          51.47  (meters)          (04/26/01) GPS OBS
 AJ2572  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2572
 AJ2572  HORZ ORDER  -  FIRST
 AJ2572  ELLP ORDER  -  FOURTH    CLASS I
 AJ2572
 AJ2572.The horizontal coordinates were established by GPS observations
 AJ2572.and adjusted by the National Geodetic Survey in April 2001..
 AJ2572
 AJ2572.The orthometric height was determined by GPS observations and a
 AJ2572.high-resolution geoid model.
 AJ2572
 AJ2572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2572
 AJ2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2572
 AJ2572.The ellipsoidal height was determined by GPS observations
 AJ2572.and is referenced to NAD 83.
 AJ2572
 AJ2572.The geoid height was determined by GEOID03.
 AJ2572
 AJ2572;                    North         East     Units Scale Factor Converg.
 AJ2572;SPC TN       -   120,443.609   241,218.593   MT  0.99998332   -2 18 41.6
 AJ2572;SPC TN       -   395,155.41    791,398.00   sFT  0.99998332   -2 18 41.6
 AJ2572;UTM  16      - 3,916,254.740   232,076.722   MT  1.00048472   -1 42 25.3
 AJ2572;UTM  15      - 3,916,539.193   777,303.544   MT  1.00054777   +1 46 00.6
 AJ2572
 AJ2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2572!SPC TN       -   0.99999192  x   0.99998332  =   0.99997524
 AJ2572!UTM  16      -   0.99999192  x   1.00048472  =   1.00047664
 AJ2572!UTM  15      -   0.99999192  x   1.00054777  =   1.00053969
 AJ2572
 AJ2572                          SUPERSEDED SURVEY CONTROL
 AJ2572
 AJ2572.No superseded survey control is available for this station.
 AJ2572
 AJ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3207716255(NAD 83)
 AJ2572_MARKER: DD = SURVEY DISK
 AJ2572_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2572+WITH SETTING: INFORMATION.
 AJ2572_STAMPING: 028
 AJ2572_MARK LOGO: MLGW  
 AJ2572_PROJECTION: FLUSH
 AJ2572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2572+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2572_ROD/PIPE-DEPTH:  0.8 meters
 AJ2572
 AJ2572  HISTORY     - Date     Condition        Report By
 AJ2572  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2572
 AJ2572                          STATION DESCRIPTION
 AJ2572
 AJ2572'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2572'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 0.80
 AJ2572'MILE (1.29 KM) WEST OF MILLINGTON TENNESSEE IN THE LOCKE-CUBA
 AJ2572'COMMUNITY.
 AJ2572'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2572'SHELBY ROAD IN MILLINGTON, PROCEED WEST ON SHELBY ROAD APPROXIMATELY
 AJ2572'0.20 MILE (0.32 KM) TO EPPERSON ROAD, CONTINUE WEST, PASSING EPPERSON
 AJ2572'ROAD ON SHELBY ROAD APPROXIMATELY 0.50 MILE (0.80 KM) TO BEAR CREEK
 AJ2572'DRAINAGE CANAL.  THE STATION IS ON THE RIGHT.
 AJ2572'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2572'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2572'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.25 MILE (0.40 KM) EAST
 AJ2572'OF SHAKE RAG ROAD, 220.00 FEET (67.06 M) EAST OF THE EAST END OF
 AJ2572'CONCRETE BRIDGE OVER BEAR CREEK DRAINAGE CANAL, BRIDGE NO.
 AJ2572'79-1462-1.55, 25.00 FEET (7.62 M) SOUTH OF THE CENTERLINE OF SHELBY
 AJ2572'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1013 ***********************************************************************
 GD1013  DESIGNATION -  28 B BOLT
 GD1013  PID         -  GD1013
 GD1013  STATE/COUNTY-  TN/LAKE
 GD1013  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1013
 GD1013                         *CURRENT SURVEY CONTROL
 GD1013  ___________________________________________________________________
 GD1013* NAD 83(1986)-  36 12 46.     (N)    089 39 02.     (W)     SCALED    
 GD1013* NAVD 88     -        81.953  (meters)     268.87   (feet)  ADJUSTED  
 GD1013  ___________________________________________________________________
 GD1013  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1013  DYNAMIC HT  -          81.885 (meters)     268.65  (feet)  COMP
 GD1013  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GD1013
 GD1013  VERT ORDER  -  FIRST     CLASS II
 GD1013
 GD1013.The horizontal coordinates were scaled from a topographic map and have
 GD1013.an estimated accuracy of +/- 6 seconds.
 GD1013
 GD1013.The orthometric height was determined by differential leveling
 GD1013.and adjusted by the National Geodetic Survey in June 1991..
 GD1013
 GD1013.The geoid height was determined by GEOID03.
 GD1013
 GD1013.The dynamic height is computed by dividing the NAVD 88
 GD1013.geopotential number by the normal gravity value computed on the
 GD1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1013.degrees latitude (g = 980.6199 gals.).
 GD1013
 GD1013.The modeled gravity was interpolated from observed gravity values.
 GD1013
 GD1013;                    North         East    Units  Estimated Accuracy
 GD1013;SPC TN       -   214,650.      271,830.      MT  (+/- 180 meters Scaled)
 GD1013
 GD1013                          SUPERSEDED SURVEY CONTROL
 GD1013
 GD1013  NGVD 29 (??/??/??)   81.876  (m)          268.62   (f) ADJUSTED    1 2
 GD1013
 GD1013.Superseded values are not recommended for survey control.
 GD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1013.See file dsdata.txt to determine how the superseded data were derived.
 GD1013
 GD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF617108(NAD 83)
 GD1013_MARKER: B = BOLT
 GD1013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1013
 GD1013  HISTORY     - Date     Condition        Report By
 GD1013  HISTORY     - UNK      MONUMENTED       MRC
 GD1013  HISTORY     - 1957     GOOD             CGS
 GD1013
 GD1013                          STATION DESCRIPTION
 GD1013
 GD1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD1013'11 MI SW FROM RIDGELY.
 GD1013'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD1013'RAILROAD STATION AT RIDGELY, THENCE ABOUT 3.05 MILES SOUTH AND
 GD1013'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 6.5 MILES WEST
 GD1013'ALONG STATE HIGHWAY 79, IN A CULTIVATED FIELD IN THE SOUTHEAST
 GD1013'QUARTER OF A NORTH-SOUTH DIRT ROAD CROSSING, 509 FEET SOUTH OF
 GD1013'CENTER LINE OF HIGHWAY, 351 FEET EAST OF CENTER-LINE OF
 GD1013'NORTH-SOUTH DIRT ROAD, 149 FEET NORTH OF A LONE 48-INCH PECAN
 GD1013'TREE WITH TRIANGULAR BLAZE, AND IS A BOLT DIRECTLY UNDER A
 GD1013'4-INCH PIPE.  NOTE-- THE PIPE WAS FOUND LEANING AT A 45 DEG
 GD1013'ANGLE AND PROJECTING ABOUT 2 FEET.  THE PIPE WAS RESET DIRECTLY
 GD1013'OVER THE BOLT AFTER LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2250 ***********************************************************************
 GA2250  DESIGNATION -  281
 GA2250  PID         -  GA2250
 GA2250  STATE/COUNTY-  TN/CLAIBORNE
 GA2250  USGS QUAD   -  TAZEWELL (1971)
 GA2250
 GA2250                         *CURRENT SURVEY CONTROL
 GA2250  ___________________________________________________________________
 GA2250* NAD 83(1986)-  36 23 18.     (N)    083 35 15.     (W)     SCALED    
 GA2250* NAVD 88     -       360.449  (meters)    1182.57   (feet)  ADJUSTED  
 GA2250  ___________________________________________________________________
 GA2250  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2250  DYNAMIC HT  -         360.126 (meters)    1181.51  (feet)  COMP
 GA2250  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GA2250
 GA2250  VERT ORDER  -  SECOND    CLASS 0
 GA2250
 GA2250.The horizontal coordinates were scaled from a topographic map and have
 GA2250.an estimated accuracy of +/- 6 seconds.
 GA2250
 GA2250.The orthometric height was determined by differential leveling
 GA2250.and adjusted by the National Geodetic Survey in June 1991..
 GA2250.WARNING-Repeat measurements at this control monument indicate possible
 GA2250.vertical movement.
 GA2250
 GA2250.The geoid height was determined by GEOID03.
 GA2250
 GA2250.The dynamic height is computed by dividing the NAVD 88
 GA2250.geopotential number by the normal gravity value computed on the
 GA2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2250.degrees latitude (g = 980.6199 gals.).
 GA2250
 GA2250.The modeled gravity was interpolated from observed gravity values.
 GA2250
 GA2250;                    North         East    Units  Estimated Accuracy
 GA2250;SPC TN       -   230,670.      816,430.      MT  (+/- 180 meters Scaled)
 GA2250
 GA2250                          SUPERSEDED SURVEY CONTROL
 GA2250
 GA2250  NGVD 29 (??/??/92)  360.531  (m)         1182.84   (f) ADJ UNCH    2 0
 GA2250
 GA2250.Superseded values are not recommended for survey control.
 GA2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2250.See file dsdata.txt to determine how the superseded data were derived.
 GA2250
 GA2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA679301(NAD 83)
 GA2250_MARKER: DD = SURVEY DISK
 GA2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2250_STAMPING: 281
 GA2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2250+STABILITY: SURFACE MOTION
 GA2250
 GA2250  HISTORY     - Date     Condition        Report By
 GA2250  HISTORY     - UNK      MONUMENTED       TNGS
 GA2250  HISTORY     - 1950     GOOD             NGS
 GA2250
 GA2250                          STATION DESCRIPTION
 GA2250
 GA2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2250'AT LONE MOUNTAIN.
 GA2250'AT LONE MOUNTAIN, CLAIBORNE COUNTY, 800 FEET SOUTHWEST ACROSS
 GA2250'COUNTRY FROM THE SOUTHERN RAILWAY STATION, 700 FEET SOUTH OF
 GA2250'THE PUBLIC SCHOOL, ON A HIGH HILL, AT AN ORCHARD, 325 FEET
 GA2250'SOUTHEAST OF 1-STORY FRAME HOUSE, AND 78 FEET NORTH, 45 FEET
 GA2250'EAST OF A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED
 GA2250'281 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2251 ***********************************************************************
 GA2251  DESIGNATION -  282
 GA2251  PID         -  GA2251
 GA2251  STATE/COUNTY-  TN/CLAIBORNE
 GA2251  USGS QUAD   -  TAZEWELL (1971)
 GA2251
 GA2251                         *CURRENT SURVEY CONTROL
 GA2251  ___________________________________________________________________
 GA2251* NAD 83(1986)-  36 22 48.     (N)    083 37 07.     (W)     SCALED    
 GA2251* NAVD 88     -       379.126  (meters)    1243.85   (feet)  ADJUSTED  
 GA2251  ___________________________________________________________________
 GA2251  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2251  DYNAMIC HT  -         378.786 (meters)    1242.73  (feet)  COMP
 GA2251  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2251
 GA2251  VERT ORDER  -  SECOND    CLASS 0
 GA2251
 GA2251.The horizontal coordinates were scaled from a topographic map and have
 GA2251.an estimated accuracy of +/- 6 seconds.
 GA2251
 GA2251.The orthometric height was determined by differential leveling
 GA2251.and adjusted by the National Geodetic Survey in June 1991..
 GA2251
 GA2251.The geoid height was determined by GEOID03.
 GA2251
 GA2251.The dynamic height is computed by dividing the NAVD 88
 GA2251.geopotential number by the normal gravity value computed on the
 GA2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2251.degrees latitude (g = 980.6199 gals.).
 GA2251
 GA2251.The modeled gravity was interpolated from observed gravity values.
 GA2251
 GA2251;                    North         East    Units  Estimated Accuracy
 GA2251;SPC TN       -   229,680.      813,660.      MT  (+/- 180 meters Scaled)
 GA2251
 GA2251                          SUPERSEDED SURVEY CONTROL
 GA2251
 GA2251  NGVD 29 (??/??/92)  379.209  (m)         1244.12   (f) ADJ UNCH    2 0
 GA2251
 GA2251.Superseded values are not recommended for survey control.
 GA2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2251.See file dsdata.txt to determine how the superseded data were derived.
 GA2251
 GA2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA651292(NAD 83)
 GA2251_MARKER: DD = SURVEY DISK
 GA2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2251_STAMPING: 282
 GA2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2251+STABILITY: SURFACE MOTION
 GA2251
 GA2251  HISTORY     - Date     Condition        Report By
 GA2251  HISTORY     - UNK      MONUMENTED       TNGS
 GA2251  HISTORY     - 1950     GOOD             NGS
 GA2251
 GA2251                          STATION DESCRIPTION
 GA2251
 GA2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2251'2.2 MI W FROM LONE MOUNTAIN.
 GA2251'2.2 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2251'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, 1200 FEET
 GA2251'SOUTHWEST OF ROSE CEMETERY, 1000 FEET SOUTHWEST OF THE ROSE
 GA2251'HOUSE, 800 FEET SOUTH OF A WHITE HOUSE, 700 FEET SOUTH OF LONE
 GA2251'MOUNTAIN PIKE, 400 FEET SOUTH OF A BARN, AT THE GRANT CAMPBELL-CARSON
 GA2251'ROSE FARM PROPERTY LINE, 4 YARDS EAST OF THE CENTERLINE OF A
 GA2251'FARM ROAD, AND ON TOP OF BANK ON EAST SIDE OF ROAD.  A STATE
 GA2251'SURVEY STANDARD DISK, STAMPED 282 AND SET IN THE TOP OF A
 GA2251'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2255 ***********************************************************************
 GA2255  DESIGNATION -  286
 GA2255  PID         -  GA2255
 GA2255  STATE/COUNTY-  TN/CLAIBORNE
 GA2255  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2255
 GA2255                         *CURRENT SURVEY CONTROL
 GA2255  ___________________________________________________________________
 GA2255* NAD 83(1986)-  36 21 14.     (N)    083 40 17.     (W)     SCALED    
 GA2255* NAVD 88     -       340.921  (meters)    1118.51   (feet)  ADJUSTED  
 GA2255  ___________________________________________________________________
 GA2255  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2255  DYNAMIC HT  -         340.615 (meters)    1117.50  (feet)  COMP
 GA2255  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GA2255
 GA2255  VERT ORDER  -  SECOND    CLASS 0
 GA2255
 GA2255.The horizontal coordinates were scaled from a topographic map and have
 GA2255.an estimated accuracy of +/- 6 seconds.
 GA2255
 GA2255.The orthometric height was determined by differential leveling
 GA2255.and adjusted by the National Geodetic Survey in June 1991..
 GA2255
 GA2255.The geoid height was determined by GEOID03.
 GA2255
 GA2255.The dynamic height is computed by dividing the NAVD 88
 GA2255.geopotential number by the normal gravity value computed on the
 GA2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2255.degrees latitude (g = 980.6199 gals.).
 GA2255
 GA2255.The modeled gravity was interpolated from observed gravity values.
 GA2255
 GA2255;                    North         East    Units  Estimated Accuracy
 GA2255;SPC TN       -   226,670.      808,990.      MT  (+/- 180 meters Scaled)
 GA2255
 GA2255                          SUPERSEDED SURVEY CONTROL
 GA2255
 GA2255  NGVD 29 (??/??/92)  341.004  (m)         1118.78   (f) ADJ UNCH    2 0
 GA2255
 GA2255.Superseded values are not recommended for survey control.
 GA2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2255.See file dsdata.txt to determine how the superseded data were derived.
 GA2255
 GA2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA602265(NAD 83)
 GA2255_MARKER: DD = SURVEY DISK
 GA2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2255_STAMPING: 286
 GA2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2255+STABILITY: SURFACE MOTION
 GA2255
 GA2255  HISTORY     - Date     Condition        Report By
 GA2255  HISTORY     - UNK      MONUMENTED       TNGS
 GA2255  HISTORY     - 1950     GOOD             NGS
 GA2255
 GA2255                          STATION DESCRIPTION
 GA2255
 GA2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2255'6.5 MI W FROM LONE MOUNTAIN.
 GA2255'6.5 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2255'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, ON RIGHT
 GA2255'BANK OF BEAR CREEK EMBAYMENT OF NORRIS RESERVOIR NEAR MOUTH
 GA2255'OF BEAR CREEK, IN A LOCUST GROVE, 32 FEET SOUTH, 25 FEET WEST
 GA2255'OF TIMBER LINE, 66.1 FEET SOUTH, 65 FEET EAST OF SOUTHEAST
 GA2255'CORNER OF A BARN.  A STATE SURVEY STANDARD DISK, STAMPED 286
 GA2255'AND SET IN THE TOP OF A CONCRETE POST.  STEEL POST WITH
 GA2255'CONTROL-MARKER SIGN SET 1.1 FEET NORTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2573 ***********************************************************************
 AJ2573  DESIGNATION -  29
 AJ2573  PID         -  AJ2573
 AJ2573  STATE/COUNTY-  TN/SHELBY
 AJ2573  USGS QUAD   -  MILLINGTON (1997)
 AJ2573
 AJ2573                         *CURRENT SURVEY CONTROL
 AJ2573  ___________________________________________________________________
 AJ2573* NAD 83(1995)-  35 20 27.07101(N)    089 58 33.74719(W)     ADJUSTED  
 AJ2573* NAVD 88     -        84.5    (meters)     277.     (feet)  GPS OBS   
 AJ2573  ___________________________________________________________________
 AJ2573  X           -       2,178.095 (meters)                     COMP
 AJ2573  Y           -  -5,208,690.944 (meters)                     COMP
 AJ2573  Z           -   3,668,811.933 (meters)                     COMP
 AJ2573  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AJ2573  ELLIP HEIGHT-          57.19  (meters)          (04/26/01) GPS OBS
 AJ2573  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2573
 AJ2573  HORZ ORDER  -  FIRST
 AJ2573  ELLP ORDER  -  FOURTH    CLASS I
 AJ2573
 AJ2573.The horizontal coordinates were established by GPS observations
 AJ2573.and adjusted by the National Geodetic Survey in April 2001..
 AJ2573
 AJ2573.The orthometric height was determined by GPS observations and a
 AJ2573.high-resolution geoid model.
 AJ2573
 AJ2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2573
 AJ2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2573
 AJ2573.The ellipsoidal height was determined by GPS observations
 AJ2573.and is referenced to NAD 83.
 AJ2573
 AJ2573.The geoid height was determined by GEOID03.
 AJ2573
 AJ2573;                    North         East     Units Scale Factor Converg.
 AJ2573;SPC TN       -   119,125.453   238,650.841   MT  0.99998521   -2 19 39.8
 AJ2573;SPC TN       -   390,830.76    782,973.63   sFT  0.99998521   -2 19 39.8
 AJ2573;UTM  16      - 3,914,908.865   229,521.729   MT  1.00050168   -1 43 21.0
 AJ2573;UTM  15      - 3,915,040.929   774,834.669   MT  1.00053097   +1 45 01.0
 AJ2573
 AJ2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2573!SPC TN       -   0.99999102  x   0.99998521  =   0.99997623
 AJ2573!UTM  16      -   0.99999102  x   1.00050168  =   1.00049270
 AJ2573!UTM  15      -   0.99999102  x   1.00053097  =   1.00052199
 AJ2573
 AJ2573                          SUPERSEDED SURVEY CONTROL
 AJ2573
 AJ2573.No superseded survey control is available for this station.
 AJ2573
 AJ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2952214909(NAD 83)
 AJ2573_MARKER: DD = SURVEY DISK
 AJ2573_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2573+WITH SETTING: INFORMATION.
 AJ2573_STAMPING: 029
 AJ2573_MARK LOGO: MLGW  
 AJ2573_PROJECTION: FLUSH
 AJ2573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2573+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2573_ROD/PIPE-DEPTH:  0.8 meters
 AJ2573
 AJ2573  HISTORY     - Date     Condition        Report By
 AJ2573  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2573
 AJ2573                          STATION DESCRIPTION
 AJ2573
 AJ2573'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2573'THE STATION IS LOCATED IN NORTWEST SHELBY COUNTY APPROXIMATELY 1.75
 AJ2573'MILES (2.82 KM) WEST OF MILLINGTON TENNESSEE IN THE LOCKE-CUBA
 AJ2573'COMMUNITY.
 AJ2573'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2573'SHELBY ROAD IN MILLINGTON, PROCEED WEST ON SHELBY ROAD APPROXIMATELY
 AJ2573'2.70 MILES (4.35 KM) TO T-INTERSECTION, SHAKE RAG ROAD.  TURN LEFT AND
 AJ2573'GO SOUTH ON SHAKE RAG ROAD APPROXIMATELY 1.40 MILE (2.25 KM) TO A 90
 AJ2573'DEGREE TURN IN ROAD TO WEST.  SHAKE RAG ROAD BECOMES RUSSELL BOND
 AJ2573'ROAD, CONTINUE WEST ON RUSSELL BOND ROAD APPROXIMATELY 1.20 MILE (1.93
 AJ2573'KM) TO WARD ROAD.  THE STATION IS ON THE RIGHT.
 AJ2573'THE STATION IS A STAINLESSS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2573'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2573'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 392.9 FEET (119.8 M)
 AJ2573'EAST OF THE CENTERLINE OF WARD ROAD, 96.80 FEET (29.50 M) EAST OF A
 AJ2573'WOOD POWER POLE NO.  78235, 59.00 FEET (17.98 M) NORTHWEST OF A FIRE
 AJ2573'HYDRANT, 55.00 FEET (16.76 M) WEST OF THE CENTERLINE OF A GRAVEL
 AJ2573'DRIVEWAY TO TREE FARM (SANTAS FOREST) , 14.00 FEET (4.27 M) NORTH OF
 AJ2573'THE CENTERLINE OF RUSSELL BOND ROAD.  THE CAP AND CONCRETE ARE SET
 AJ2573'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0766 ***********************************************************************
 GD0766  DESIGNATION -  290.380
 GD0766  PID         -  GD0766
 GD0766  STATE/COUNTY-  TN/LAKE
 GD0766  USGS QUAD   -  TIPTONVILLE (1981)
 GD0766
 GD0766                         *CURRENT SURVEY CONTROL
 GD0766  ___________________________________________________________________
 GD0766* NAD 83(1986)-  36 22 40.     (N)    089 26 24.     (W)     SCALED    
 GD0766* NAVD 88     -        88.247  (meters)     289.52   (feet)  ADJUSTED  
 GD0766  ___________________________________________________________________
 GD0766  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0766  DYNAMIC HT  -          88.176 (meters)     289.29  (feet)  COMP
 GD0766  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GD0766
 GD0766  VERT ORDER  -  SECOND    CLASS 0
 GD0766
 GD0766.The horizontal coordinates were scaled from a topographic map and have
 GD0766.an estimated accuracy of +/- 6 seconds.
 GD0766
 GD0766.The orthometric height was determined by differential leveling
 GD0766.and adjusted by the National Geodetic Survey in June 1991..
 GD0766
 GD0766.The geoid height was determined by GEOID03.
 GD0766
 GD0766.The dynamic height is computed by dividing the NAVD 88
 GD0766.geopotential number by the normal gravity value computed on the
 GD0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0766.degrees latitude (g = 980.6199 gals.).
 GD0766
 GD0766.The modeled gravity was interpolated from observed gravity values.
 GD0766
 GD0766;                    North         East    Units  Estimated Accuracy
 GD0766;SPC TN       -   232,260.      291,390.      MT  (+/- 180 meters Scaled)
 GD0766
 GD0766                          SUPERSEDED SURVEY CONTROL
 GD0766
 GD0766  NGVD 29 (??/??/??)   88.181  (m)          289.31   (f) ADJUSTED    2 0
 GD0766
 GD0766.Superseded values are not recommended for survey control.
 GD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0766.See file dsdata.txt to determine how the superseded data were derived.
 GD0766
 GD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF811286(NAD 83)
 GD0766_MARKER: Q = CHISELED SQUARE
 GD0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0766_SP_SET: CULVERT
 GD0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0766
 GD0766  HISTORY     - Date     Condition        Report By
 GD0766  HISTORY     - UNK      MONUMENTED       DOD
 GD0766  HISTORY     - 1935     GOOD             CGS
 GD0766  HISTORY     - 20020801 POOR             USACE
 GD0766
 GD0766                          STATION DESCRIPTION
 GD0766
 GD0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0766'1.6 MI E FROM TIPTONVILLE.
 GD0766'1.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 GD0766'AT TIPTONVILLE, LAKE COUNTY, AT THE FIRST CURVE EAST OF TOWN,
 GD0766'AT REELFOOT LAKE, AT A 4- BY 5- FOOT CONCRETE-BOX CULVERT, AND
 GD0766'ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH HEADWALL.  A
 GD0766'CHISELED SQUARE.
 GD0766
 GD0766                          STATION RECOVERY (2002)
 GD0766
 GD0766'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0766'MARK DESTROYED. CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2144 ***********************************************************************
 GC2144  DESIGNATION -  2929
 GC2144  PID         -  GC2144
 GC2144  STATE/COUNTY-  TN/SMITH
 GC2144  USGS QUAD   -  DIXON SPRINGS (1994)
 GC2144
 GC2144                         *CURRENT SURVEY CONTROL
 GC2144  ___________________________________________________________________
 GC2144* NAD 83(1995)-  36 15 52.43931(N)    086 03 42.02419(W)     ADJUSTED  
 GC2144* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 GC2144  ___________________________________________________________________
 GC2144  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GC2144  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2144
 GC2144  HORZ ORDER  -  SECOND
 GC2144
 GC2144.The horizontal coordinates were established by classical geodetic methods
 GC2144.and adjusted by the National Geodetic Survey in April 1999..
 GC2144
 GC2144.The orthometric height was scaled from a topographic map.
 GC2144
 GC2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2144
 GC2144.The geoid height was determined by GEOID03.
 GC2144
 GC2144;                    North         East     Units Scale Factor Converg.
 GC2144;SPC TN       -   214,272.778   594,458.063   MT  0.99997656   -0 02 10.0
 GC2144;SPC TN       -   702,993.27  1,950,317.83   sFT  0.99997656   -0 02 10.0
 GC2144;UTM  16      - 4,013,701.664   584,286.915   MT  0.99968753   +0 33 18.2
 GC2144
 GC2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2144!SPC TN       -   0.99997591  x   0.99997656  =   0.99995247
 GC2144!UTM  16      -   0.99997591  x   0.99968753  =   0.99966345
 GC2144
 GC2144                          SUPERSEDED SURVEY CONTROL
 GC2144
 GC2144  NAD 83(1995)-  36 15 52.44112(N)    086 03 42.02588(W) AD(       ) 2
 GC2144  NAD 83(1995)-  36 15 52.44614(N)    086 03 42.02956(W) AD(       ) 2
 GC2144  NAD 83(1986)-  36 15 52.44948(N)    086 03 42.02582(W) AD(       ) 2
 GC2144  NAD 27      -  36 15 52.25500(N)    086 03 42.08700(W) AD(       ) 2
 GC2144
 GC2144.Superseded values are not recommended for survey control.
 GC2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2144.See file dsdata.txt to determine how the superseded data were derived.
 GC2144
 GC2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8428713702(NAD 83)
 GC2144_MARKER: DD = SURVEY DISK
 GC2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2144_STAMPING: 2929
 GC2144_MARK LOGO: TNGS  
 GC2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2144+STABILITY: SURFACE MOTION
 GC2144
 GC2144  HISTORY     - Date     Condition        Report By
 GC2144  HISTORY     - 1950     MONUMENTED       TNGS
 GC2144
 GC2144                          STATION DESCRIPTION
 GC2144
 GC2144'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1950 (LWS)
 GC2144'THE STATION IS LOCATED ABOUT 6 MILES WEST OF CARTHAGE AND 1 MILE EAST
 GC2144'OF ROME ON A HIGH BANK ABOUT 75 FEET SOUTH OF THE CENTER OF U.S.
 GC2144'HIGHWAY 70N.  IT IS 3 FEET NORTH OF A FENCE ON THE NORTH SIDE OF A
 GC2144'CEMETERY.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS
 GC2144'ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS AND SS DISK
 GC2144'STAMPED 2929.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 GC2144'STATION ROME AND THE DISTANCE FOUND TO BE 12.24 FEET (3.731 METERS).
 GC2144'
 GC2144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2144'HIGHWAY 70N AT THE SOUTH END OF THE CORDELL HULL BRIDGE AT
 GC2144'CARTHAGE, GO WEST ON HIGHWAY 70N FOR 6.95 MILES TO A DIRT LANE LEFT,
 GC2144'TURN LEFT THROUGH GATE, THEN RIGHT THROUGH BARN LOT AND GO
 GC2144'WEST FOR ABOUT 100 YARDS TO CEMETERY AT TOP OF HILL AND STATION AT
 GC2144'NORTH SIDE OF CEMETERY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1823 ***********************************************************************
 GB1823  DESIGNATION -  2936
 GB1823  PID         -  GB1823
 GB1823  STATE/COUNTY-  TN/SMITH
 GB1823  USGS QUAD   -  GORDONSVILLE (1986)
 GB1823
 GB1823                         *CURRENT SURVEY CONTROL
 GB1823  ___________________________________________________________________
 GB1823* NAD 83(1986)-  36 14 49.     (N)    085 57 23.     (W)     SCALED    
 GB1823* NAVD 88     -       154.717  (meters)     507.60   (feet)  POSTED    
 GB1823  ___________________________________________________________________
 GB1823  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB1823  DYNAMIC HT  -         154.590 (meters)     507.18  (feet)  COMP
 GB1823  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GB1823
 GB1823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1823
 GB1823.The horizontal coordinates were scaled from a topographic map and have
 GB1823.an estimated accuracy of +/- 6 seconds.
 GB1823
 GB1823.The orthometric height was determined by differential leveling
 GB1823.and adjusted by the National Geodetic Survey in 1992..
 GB1823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1823.rate of 0.0 thru 1.0 mm/km.
 GB1823
 GB1823.The geoid height was determined by GEOID03.
 GB1823
 GB1823.The dynamic height is computed by dividing the NAVD 88
 GB1823.geopotential number by the normal gravity value computed on the
 GB1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1823.degrees latitude (g = 980.6199 gals.).
 GB1823
 GB1823.The modeled gravity was interpolated from observed gravity values.
 GB1823
 GB1823;                    North         East    Units  Estimated Accuracy
 GB1823;SPC TN       -   212,320.      603,920.      MT  (+/- 180 meters Scaled)
 GB1823
 GB1823                          SUPERSEDED SURVEY CONTROL
 GB1823
 GB1823  NGVD 29 (??/??/92)  154.795  (m)          507.86   (f) ADJ UNCH    2 0
 GB1823
 GB1823.Superseded values are not recommended for survey control.
 GB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1823.See file dsdata.txt to determine how the superseded data were derived.
 GB1823
 GB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF937118(NAD 83)
 GB1823_MARKER: DD = SURVEY DISK
 GB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1823_STAMPING: 2936
 GB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1823+STABILITY: SURFACE MOTION
 GB1823
 GB1823  HISTORY     - Date     Condition        Report By
 GB1823  HISTORY     - UNK      MONUMENTED       TNGS
 GB1823  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB1823
 GB1823                          STATION DESCRIPTION
 GB1823
 GB1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1823'AT CARTHAGE.
 GB1823'AT CARTHAGE, SMITH COUNTY, ON STATE HIGHWAY 24, 47 FEET SOUTH OF
 GB1823'THE CENTERLINE OF STATE HIGHWAY 25 AND THE BRIDGE OVER CUMBERLAND
 GB1823'RIVER, 19 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 24, AND
 GB1823'LEVEL WITH THE HIGHWAY.  A STATES SURVEY STANDARD DISK, STAMPED
 GB1823'2936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0493 ***********************************************************************
 FF0493  DESIGNATION -  2/B
 FF0493  PID         -  FF0493
 FF0493  STATE/COUNTY-  TN/SHELBY
 FF0493  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0493
 FF0493                         *CURRENT SURVEY CONTROL
 FF0493  ___________________________________________________________________
 FF0493* NAD 83(1986)-  35 07 32.     (N)    090 04 20.     (W)     SCALED    
 FF0493* NAVD 88     -        90.534  (meters)     297.03   (feet)  ADJUSTED  
 FF0493  ___________________________________________________________________
 FF0493  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0493  DYNAMIC HT  -          90.452 (meters)     296.76  (feet)  COMP
 FF0493  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FF0493
 FF0493  VERT ORDER  -  FIRST     CLASS I
 FF0493
 FF0493.The horizontal coordinates were scaled from a topographic map and have
 FF0493.an estimated accuracy of +/- 6 seconds.
 FF0493
 FF0493.The orthometric height was determined by differential leveling
 FF0493.and adjusted by the National Geodetic Survey in June 1991..
 FF0493
 FF0493.The geoid height was determined by GEOID03.
 FF0493
 FF0493.The dynamic height is computed by dividing the NAVD 88
 FF0493.geopotential number by the normal gravity value computed on the
 FF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0493.degrees latitude (g = 980.6199 gals.).
 FF0493
 FF0493.The modeled gravity was interpolated from observed gravity values.
 FF0493
 FF0493;                    North         East    Units  Estimated Accuracy
 FF0493;SPC TN       -    95,620.      228,920.      MT  (+/- 180 meters Scaled)
 FF0493
 FF0493                          SUPERSEDED SURVEY CONTROL
 FF0493
 FF0493  NGVD 29 (??/??/??)   90.516  (m)          296.97   (f) ADJUSTED    1 1
 FF0493
 FF0493.Superseded values are not recommended for survey control.
 FF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0493.See file dsdata.txt to determine how the superseded data were derived.
 FF0493
 FF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU667908(NAD 83)
 FF0493_MARKER: Q = CHISELED SQUARE
 FF0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0493_SP_SET: BRIDGE ABUTMENT
 FF0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0493
 FF0493  HISTORY     - Date     Condition        Report By
 FF0493  HISTORY     - UNK      MONUMENTED       MRC
 FF0493  HISTORY     - 1974     GOOD             NGS
 FF0493  HISTORY     - 1976     GOOD             NGS
 FF0493  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FF0493
 FF0493                          STATION DESCRIPTION
 FF0493
 FF0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0493'AT MEMPHIS.
 FF0493'AT MEMPHIS, 0.3 MILE WEST ALONG ST. LOUIS-SAN
 FF0493'FRANCISCO-MISSOURI-PACIFIC RAILROAD FROM ITS OVERPASS OVER RIVERSIDE
 FF0493'DRIVE, 153 FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST
 FF0493'STEEL GUARD RAILING OF RAILROAD BRIDGE OVER MISSISSIPPI RIVER
 FF0493'(MOST SOUTHWESTERLY ONE OF TWO RAILROAD BRIDGES), 82 FEET
 FF0493'EAST-SOUTHEAST OF AND ACROSS TRACK FROM THE EAST CORNER OF A SMALL
 FF0493'CONCRETE CONTROL BUILDING, 55.5 FEET NORTHWEST OF A TELEPHONE
 FF0493'POLE, 10.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 FF0493'TRACK, A 3/4 INCH RAISED OUTLINED SQUARE WITHIN A 2-INCH CHISELED
 FF0493'SQUARE SURROUNDED BY LETTERS USBM, CUT IN TOP OF AN ABANDONED
 FF0493'CONCRETE ABUTMENT OF AN ABANDONED OVERPASS, 1.1 FEET SOUTH OF
 FF0493'THE NORTH CORNER OF ABUTMENT AND 1 FOOT BELOW LEVEL OF THE
 FF0493'RAILS.  NOTE-- NOT LEVELED TO IN 1974.
 FF0493
 FF0493                          STATION RECOVERY (1976)
 FF0493
 FF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0493'RECOVERED IN GOOD CONDITION.
 FF0493
 FF0493                          STATION RECOVERY (1995)
 FF0493
 FF0493'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9820 ***********************************************************************
 AI9820  PACS        -  This is a Primary Airport Control Station.
 AI9820  DESIGNATION -  2M8 A
 AI9820  PID         -  AI9820
 AI9820  STATE/COUNTY-  TN/SHELBY
 AI9820  USGS QUAD   -  MILLINGTON (1997)
 AI9820
 AI9820                         *CURRENT SURVEY CONTROL
 AI9820  ___________________________________________________________________
 AI9820* NAD 83(1995)-  35 17 00.82316(N)    089 55 52.82965(W)     ADJUSTED  
 AI9820* NAVD 88     -        74.47   (meters)     244.3    (feet)  GPS OBS   
 AI9820  ___________________________________________________________________
 AI9820  X           -       6,246.048 (meters)                     COMP
 AI9820  Y           -  -5,212,353.629 (meters)                     COMP
 AI9820  Z           -   3,663,619.333 (meters)                     COMP
 AI9820  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AI9820  ELLIP HEIGHT-          47.19  (meters)          (02/20/01) GPS OBS
 AI9820  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9820
 AI9820  HORZ ORDER  -  B
 AI9820  ELLP ORDER  -  SECOND    CLASS I
 AI9820
 AI9820.This mark is at Charles W Baker Airport (2M8)
 AI9820
 AI9820.The horizontal coordinates were established by GPS observations
 AI9820.and adjusted by the National Geodetic Survey in February 2001..
 AI9820
 AI9820.The orthometric height was determined by GPS observations and a
 AI9820.high-resolution geoid model.
 AI9820
 AI9820.GPS derived orthometric heights for airport stations designated as
 AI9820.PACS or SACS are published to 2 decimal places.  This maintains
 AI9820.centimeter relative accuracy between the PACS and SACS.  It does
 AI9820.not indicate centimeter accuracy relative to other marks which are
 AI9820.part of the NAVD 88 network.
 AI9820
 AI9820.Photographs are available for this station.
 AI9820
 AI9820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9820
 AI9820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9820
 AI9820.The ellipsoidal height was determined by GPS observations
 AI9820.and is referenced to NAD 83.
 AI9820
 AI9820.The geoid height was determined by GEOID03.
 AI9820
 AI9820;                    North         East     Units Scale Factor Converg.
 AI9820;SPC TN       -   112,610.302   242,455.733   MT  0.99999425   -2 18 05.6
 AI9820;SPC TN       -   369,455.63    795,456.85   sFT  0.99999425   -2 18 05.6
 AI9820;UTM  16      - 3,908,431.109   233,397.283   MT  1.00047603   -1 41 39.2
 AI9820;UTM  15      - 3,908,809.292   779,095.467   MT  1.00056007   +1 46 25.2
 AI9820
 AI9820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9820!SPC TN       -   0.99999259  x   0.99999425  =   0.99998684
 AI9820!UTM  16      -   0.99999259  x   1.00047603  =   1.00046862
 AI9820!UTM  15      -   0.99999259  x   1.00056007  =   1.00055266
 AI9820
 AI9820:                Primary Azimuth Mark                     Grid Az
 AI9820:SPC TN       -  FAA 2M8 A                                187 18 39.1
 AI9820:UTM  16      -  FAA 2M8 A                                186 42 12.7
 AI9820:UTM  15      -  FAA 2M8 A                                183 14 08.3
 AI9820
 AI9820|---------------------------------------------------------------------|
 AI9820| PID    Reference Object                     Distance      Geod. Az  |
 AI9820|                                                           dddmmss.s |
 AI9820| FE2794 FAA 2M8 A                           468.290 METERS 1850033.5 |
 AI9820|---------------------------------------------------------------------|
 AI9820
 AI9820                          SUPERSEDED SURVEY CONTROL
 AI9820
 AI9820.No superseded survey control is available for this station.
 AI9820
 AI9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3339708431(NAD 83)
 AI9820_MARKER: I = METAL ROD
 AI9820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9820_STAMPING: 2M8 A
 AI9820_MARK LOGO: NGS   
 AI9820_PROJECTION: FLUSH
 AI9820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9820_ROD/PIPE-DEPTH: 62   meters
 AI9820_SLEEVE-DEPTH  : 1 meters
 AI9820
 AI9820  HISTORY     - Date     Condition        Report By
 AI9820  HISTORY     - 1999     MONUMENTED       LOWE
 AI9820
 AI9820                          STATION DESCRIPTION
 AI9820
 AI9820'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9820'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST FROM NORTH
 AI9820'MEMPHIS AND ABOUT 13.7 KM (8.50 MI) SOUTHEAST FROM MILLINGTON AT
 AI9820'THE CHARLES W. BAKER AIRPORT. CHARLES W. BAKER AIRPORT IS AN
 AI9820'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9820'AIRPORT MANAGER, KEITH WILSON, TELEPHONE NUMBER 901-973-3838,
 AI9820'BEFORE ENTERING THE FIELD.
 AI9820'
 AI9820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 AI9820'388, ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51
 AI9820'5.0 KM (3.10 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT. TURN RIGHT
 AI9820'AND GO EAST ON FITE ROAD 4.6 KM (2.85 MI) TO THE AIRPORT ENTRANCE ON
 AI9820'THE LEFT. TURN LEFT ON BLUE SKY DRIVE AND GO NORTH 0.56 KM (0.35 MI)
 AI9820'TO THE GATE AND THE AIRPORT OFFICE ON THE LEFT. FROM THE GATE, GO
 AI9820'EAST ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY. TURN LEFT
 AI9820'AND GO NORTH ON THE TAXIWAY 0.64 KM (0.40 MI) TO THE STATION ON THE
 AI9820'RIGHT IN THE GRASS BETWEEN THE RUNWAY AND TAXIWAY.
 AI9820'
 AI9820'THE STATION IS THE CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9820'REFUSAL TO A DEPTH OF 62 METERS (203.4 FT) AND SET IN A 1 M (3.3 FT)
 AI9820'LONG GREASE FILLED PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9820'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9820'ARE SET FLUSH WITH THE GROUND. THE STATION IS 23.3 M (76.4 FT) EAST
 AI9820'FROM THE EAST EDGE OF THE TAXIWAY, 20.3 M (66.6 FT) WEST FROM THE
 AI9820'WEST EDGE OF THE RUNWAY, AND 20.0 M (65.6 FT) SOUTH FROM THE SOUTH
 AI9820'EDGE OF THE CONNECTING RUNWAY. THIS STATION IS DESIGNATED A
 AI9820'PRIMARY AIRPORT CONTROL STATION.
 AI9820'
 AI9820'
 AI9820'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9841 ***********************************************************************
 AI9841  SACS        -  This is a Secondary Airport Control Station.
 AI9841  DESIGNATION -  2M8 B
 AI9841  PID         -  AI9841
 AI9841  STATE/COUNTY-  TN/SHELBY
 AI9841  USGS QUAD   -  MILLINGTON (1997)
 AI9841
 AI9841                         *CURRENT SURVEY CONTROL
 AI9841  ___________________________________________________________________
 AI9841* NAD 83(1995)-  35 16 32.01594(N)    089 55 57.29138(W)     ADJUSTED  
 AI9841* NAVD 88     -        73.12   (meters)     239.9    (feet)  GPS OBS   
 AI9841  ___________________________________________________________________
 AI9841  X           -       6,133.901 (meters)                     COMP
 AI9841  Y           -  -5,212,865.421 (meters)                     COMP
 AI9841  Z           -   3,662,893.808 (meters)                     COMP
 AI9841  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AI9841  ELLIP HEIGHT-          45.84  (meters)          (02/20/01) GPS OBS
 AI9841  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9841
 AI9841  HORZ ORDER  -  FIRST
 AI9841  ELLP ORDER  -  SECOND    CLASS I
 AI9841
 AI9841.This mark is at Charles W Baker Airport (2M8)
 AI9841
 AI9841.The horizontal coordinates were established by GPS observations
 AI9841.and adjusted by the National Geodetic Survey in February 2001..
 AI9841
 AI9841.The orthometric height was determined by GPS observations and a
 AI9841.high-resolution geoid model.
 AI9841
 AI9841.GPS derived orthometric heights for airport stations designated as
 AI9841.PACS or SACS are published to 2 decimal places.  This maintains
 AI9841.centimeter relative accuracy between the PACS and SACS.  It does
 AI9841.not indicate centimeter accuracy relative to other marks which are
 AI9841.part of the NAVD 88 network.
 AI9841
 AI9841.Photographs are available for this station.
 AI9841
 AI9841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9841
 AI9841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9841
 AI9841.The ellipsoidal height was determined by GPS observations
 AI9841.and is referenced to NAD 83.
 AI9841
 AI9841.The geoid height was determined by GEOID03.
 AI9841
 AI9841;                    North         East     Units Scale Factor Converg.
 AI9841;SPC TN       -   111,727.763   242,307.413   MT  0.99999559   -2 18 08.2
 AI9841;SPC TN       -   366,560.17    794,970.24   sFT  0.99999559   -2 18 08.2
 AI9841;UTM  16      - 3,907,546.622   233,258.262   MT  1.00047695   -1 41 40.5
 AI9841;UTM  15      - 3,907,917.942   779,010.190   MT  1.00055949   +1 46 21.4
 AI9841
 AI9841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9841!SPC TN       -   0.99999280  x   0.99999559  =   0.99998839
 AI9841!UTM  16      -   0.99999280  x   1.00047695  =   1.00046975
 AI9841!UTM  15      -   0.99999280  x   1.00055949  =   1.00055229
 AI9841
 AI9841                          SUPERSEDED SURVEY CONTROL
 AI9841
 AI9841.No superseded survey control is available for this station.
 AI9841
 AI9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3325807547(NAD 83)
 AI9841_MARKER: DD = SURVEY DISK
 AI9841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9841_STAMPING: 2M8 B 1999
 AI9841_MARK LOGO: NGS   
 AI9841_PROJECTION: FLUSH
 AI9841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9841+STABILITY: SURFACE MOTION
 AI9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9841+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AI9841
 AI9841  HISTORY     - Date     Condition        Report By
 AI9841  HISTORY     - 1999     MONUMENTED       LOWE
 AI9841  HISTORY     - 20040310 GOOD             AERODA
 AI9841
 AI9841                          STATION DESCRIPTION
 AI9841
 AI9841'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9841'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST FROM NORTH
 AI9841'MEMPHIS AND ABOUT 13.7 KM (8.50 MI) SOUTHEAST FROM MILLINGTON AT
 AI9841'THE CHARLES W. BAKER AIRPORT. CHARLES W. BAKER AIRPORT IS AN
 AI9841'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9841'AIRPORT MANAGER, KEITH WILSON, TELEPHONE NUMBER 901-973-3838,
 AI9841'BEFORE ENTERING THE FIELD.
 AI9841' 
 AI9841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 AI9841'388, ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51
 AI9841'5.0 KM (3.10 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT. TURN RIGHT
 AI9841'AND GO EAST ON FITE ROAD 4.6 KM (2.85 MI) TO THE AIRPORT ENTRANCE ON
 AI9841'THE LEFT. TURN LEFT ON BLUE SKY DRIVE AND GO NORTH 0.56 KM (0.35 MI)
 AI9841'TO THE GATE AND THE AIRPORT OFFICE ON THE LEFT. FROM THE GATE GO
 AI9841'EAST ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY. TURN RIGHT
 AI9841'AND GO SOUTH ON THE TAXIWAY 0.2 KM (0.10 MI) TO THE STATION ON THE
 AI9841'RIGHT.
 AI9841' 
 AI9841'THE STATION IS THE CENTER OF A NGS BRONZE DISK SET IN THE CENTER OF
 AI9841'A POURED BELL SHAPED CONCRETE MONUMENT. THE CONCRETE AND
 AI9841'MONUMENT ARE SET FLUSH WITH THE GROUND. THE STATION IS 14.6 M
 AI9841'(47.9 FT) WEST FROM THE CENTERLINE OF THE TAXIWAY, 9.7 M (31.8 FT)
 AI9841'SOUTH FROM THE SOUTHEAST CORNER OF A CONCRETE HEADWALL, AND
 AI9841'3.67 M (12.04 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 AI9841'HEADWALL. THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI9841'STATION.
 AI9841' 
 AI9841' 
 AI9841'
 AI9841
 AI9841                          STATION RECOVERY (2004)
 AI9841
 AI9841'RECOVERY NOTE BY AERO DATA CORPORATION 2004 (RJG)
 AI9841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1592 ***********************************************************************
 FE1592  DESIGNATION -  3
 FE1592  PID         -  FE1592
 FE1592  STATE/COUNTY-  TN/LAUDERDALE
 FE1592  USGS QUAD   -  OPEN LAKE (1983)
 FE1592
 FE1592                         *CURRENT SURVEY CONTROL
 FE1592  ___________________________________________________________________
 FE1592* NAD 83(1986)-  35 46 09.     (N)    089 44 05.     (W)     SCALED    
 FE1592* NAVD 88     -        76.884  (meters)     252.24   (feet)  ADJUSTED  
 FE1592  ___________________________________________________________________
 FE1592  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1592  DYNAMIC HT  -          76.819 (meters)     252.03  (feet)  COMP
 FE1592  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1592  OBS GRAVITY -     979,788.0   (mgal)                       GRAV_OBS
 FE1592
 FE1592  VERT ORDER  -  FIRST     CLASS II
 FE1592
 FE1592.The horizontal coordinates were scaled from a topographic map and have
 FE1592.an estimated accuracy of +/- 6 seconds.
 FE1592
 FE1592.The orthometric height was determined by differential leveling
 FE1592.and adjusted by the National Geodetic Survey in June 1991..
 FE1592.WARNING-Repeat measurements at this control monument indicate possible
 FE1592.vertical movement.
 FE1592
 FE1592.The geoid height was determined by GEOID03.
 FE1592
 FE1592.The dynamic height is computed by dividing the NAVD 88
 FE1592.geopotential number by the normal gravity value computed on the
 FE1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1592.degrees latitude (g = 980.6199 gals.).
 FE1592
 FE1592.The modeled gravity was interpolated from observed gravity values.
 FE1592.The observed gravity was obtained from relative gravimeter ties
 FE1592.to the IGSN71 gravity network.
 FE1592
 FE1592;                    North         East    Units  Estimated Accuracy
 FE1592;SPC TN       -   165,750.      262,380.      MT  (+/- 180 meters Scaled)
 FE1592
 FE1592                          SUPERSEDED SURVEY CONTROL
 FE1592
 FE1592  NGVD 29 (??/??/??)   76.843  (m)          252.11   (f) ADJUSTED    1 2
 FE1592
 FE1592.Superseded values are not recommended for survey control.
 FE1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1592.See file dsdata.txt to determine how the superseded data were derived.
 FE1592
 FE1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527617(NAD 83)
 FE1592_MARKER: Q = CHISELED SQUARE
 FE1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1592_SP_SET: CULVERT
 FE1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1592+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1592
 FE1592  HISTORY     - Date     Condition        Report By
 FE1592  HISTORY     - UNK      MONUMENTED       USGS
 FE1592  HISTORY     - 1957     GOOD             CGS
 FE1592  HISTORY     - 20031014 GOOD             INDIV
 FE1592
 FE1592                          STATION DESCRIPTION
 FE1592
 FE1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1592'1.4 MI E FROM ASHPORT.
 FE1592'1.45 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1592'ON TOP OF THE NORTH HEADWALL OF A 30-INCH PIPE CULVERT UNDER THE
 FE1592'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 FE1592'EAST OF TELEPHONE POLE NO. 8, 20 FEET NORTH-NORTHEAST OF
 FE1592'THE CENTER OF THE JUNCTION OF HIGHWAY AND A GRAVEL ROAD LEADING
 FE1592'SOUTH, 2 FEET EAST OF THE WEST END OF THE HEADWALL, A
 FE1592'2-BY-1 1/2-INCH OUTLINED SQUARE AND ABOUT LEVEL WITH THE HIGHWAY.
 FE1592
 FE1592                          STATION RECOVERY (2003)
 FE1592
 FE1592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1592'THE GRAVEL ROAD SOUTH IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1416 ***********************************************************************
 FC1416  DESIGNATION -  3
 FC1416  PID         -  FC1416
 FC1416  STATE/COUNTY-  TN/COFFEE
 FC1416  USGS QUAD   -  ALTO (1947)
 FC1416
 FC1416                         *CURRENT SURVEY CONTROL
 FC1416  ___________________________________________________________________
 FC1416* NAD 83(1986)-  35 18 47.     (N)    085 54 56.     (W)     SCALED    
 FC1416* NAVD 88     -       305.507  (meters)    1002.32   (feet)  ADJUSTED  
 FC1416  ___________________________________________________________________
 FC1416  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1416  DYNAMIC HT  -         305.212 (meters)    1001.35  (feet)  COMP
 FC1416  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 FC1416
 FC1416  VERT ORDER  -  SECOND    CLASS 0
 FC1416
 FC1416.The horizontal coordinates were scaled from a topographic map and have
 FC1416.an estimated accuracy of +/- 6 seconds.
 FC1416
 FC1416.The orthometric height was determined by differential leveling
 FC1416.and adjusted by the National Geodetic Survey in June 1991..
 FC1416
 FC1416.The geoid height was determined by GEOID03.
 FC1416
 FC1416.The dynamic height is computed by dividing the NAVD 88
 FC1416.geopotential number by the normal gravity value computed on the
 FC1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1416.degrees latitude (g = 980.6199 gals.).
 FC1416
 FC1416.The modeled gravity was interpolated from observed gravity values.
 FC1416
 FC1416;                    North         East    Units  Estimated Accuracy
 FC1416;SPC TN       -   108,700.      607,680.      MT  (+/- 180 meters Scaled)
 FC1416
 FC1416                          SUPERSEDED SURVEY CONTROL
 FC1416
 FC1416  NGVD 29 (??/??/92)  305.504  (m)         1002.31   (f) ADJ UNCH    2 0
 FC1416
 FC1416.Superseded values are not recommended for survey control.
 FC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1416.See file dsdata.txt to determine how the superseded data were derived.
 FC1416
 FC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE985083(NAD 83)
 FC1416_MARKER: DD = SURVEY DISK
 FC1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1416_SP_SET: CULVERT
 FC1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1416
 FC1416  HISTORY     - Date     Condition        Report By
 FC1416  HISTORY     - UNK      MONUMENTED       TNHD
 FC1416  HISTORY     - 1962     GOOD             NGS
 FC1416
 FC1416                          STATION DESCRIPTION
 FC1416
 FC1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1416'3 MI W FROM PELHAM.
 FC1416'THE MARK IS LOCATED ABOUT 3.0 MILES WEST OF PELHAM ON INTERSTATE
 FC1416'HIGHWAY 24.  TO REACH THE MARK FROM THE OVERPASS OF TENNESSEE
 FC1416'STATE HIGHWAY 50 AND INTERSTATE HIGHWAY 24, GO NORTHWEST ON
 FC1416'INTERSTATE HIGHWAY 24 FOR 1.20 MILES TO THE MARK SET IN A BOX
 FC1416'CULVERT ON THE EASTERN BRANCH OF BETSY WILLIS CREEK, 42.0 FEET
 FC1416'NORTHEAST OF CENTER LINE OF WEST BOUND LANE, 1.0 FEET NORTH OF
 FC1416'SOUTH END OF CULVERT, AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 FC1416'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0272 ***********************************************************************
 FF0272  DESIGNATION -  30 1 BOLT
 FF0272  PID         -  FF0272
 FF0272  STATE/COUNTY-  TN/TIPTON
 FF0272  USGS QUAD   -  PECAN POINT (1970)
 FF0272
 FF0272                         *CURRENT SURVEY CONTROL
 FF0272  ___________________________________________________________________
 FF0272* NAD 83(1986)-  35 23 47.     (N)    090 00 29.     (W)     SCALED    
 FF0272* NAVD 88     -        69.960  (meters)     229.53   (feet)  ADJUSTED  
 FF0272  ___________________________________________________________________
 FF0272  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0272  DYNAMIC HT  -          69.899 (meters)     229.33  (feet)  COMP
 FF0272  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FF0272
 FF0272  VERT ORDER  -  FIRST     CLASS II
 FF0272
 FF0272.The horizontal coordinates were scaled from a topographic map and have
 FF0272.an estimated accuracy of +/- 6 seconds.
 FF0272
 FF0272.The orthometric height was determined by differential leveling
 FF0272.and adjusted by the National Geodetic Survey in June 1991..
 FF0272
 FF0272.The geoid height was determined by GEOID03.
 FF0272
 FF0272.The dynamic height is computed by dividing the NAVD 88
 FF0272.geopotential number by the normal gravity value computed on the
 FF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0272.degrees latitude (g = 980.6199 gals.).
 FF0272
 FF0272.The modeled gravity was interpolated from observed gravity values.
 FF0272
 FF0272;                    North         East    Units  Estimated Accuracy
 FF0272;SPC TN       -   125,400.      236,000.      MT  (+/- 180 meters Scaled)
 FF0272
 FF0272                          SUPERSEDED SURVEY CONTROL
 FF0272
 FF0272  NGVD 29 (??/??/??)   69.927  (m)          229.42   (f) ADJUSTED    1 2
 FF0272
 FF0272.Superseded values are not recommended for survey control.
 FF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0272.See file dsdata.txt to determine how the superseded data were derived.
 FF0272
 FF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV717211(NAD 83)
 FF0272_MARKER: B = BOLT
 FF0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0272_STAMPING: BM 30-1
 FF0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0272
 FF0272  HISTORY     - Date     Condition        Report By
 FF0272  HISTORY     - UNK      MONUMENTED       DOD
 FF0272  HISTORY     - 1957     GOOD             CGS
 FF0272
 FF0272                          STATION DESCRIPTION
 FF0272
 FF0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0272'8.5 MI SW FROM DIXONVILLE.
 FF0272'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0272'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0272'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0272'THENCE 2.1 MILES WEST ALONG A FARM ROAD, ABOUT 0.3 MILE WEST OF
 FF0272'THE JUNCTION OF A FARM ROAD LEADING SOUTH, ON THE SOUTHEAST BANK
 FF0272'OF A SLOUGH AND AT A POINT WHERE THE ROAD TURNS WITH TANGENTS
 FF0272'EXTENDING SOUTHWEST AND EAST, 62 FEET NORTHWEST OF THE CENTER
 FF0272'LINE OF THE FARM ROAD, 125 FEET WEST OF A FORKED 48-INCH
 FF0272'COTTONWOOD TREE, 31 FEET WEST OF A 48-INCH COTTONWOOD TREE, 10
 FF0272'FEET EAST-NORTHEAST OF A BLAZED 48-INCH COTTONWOOD TREE, 2 FEET
 FF0272'BELOW THE LEVEL OF THE ROAD, A COPPER BOLT DIRECTLY UNDER A USE
 FF0272'PIPE AND CAP WHICH PROJECTS 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0271 ***********************************************************************
 FF0271  DESIGNATION -  30 1 CAP
 FF0271  PID         -  FF0271
 FF0271  STATE/COUNTY-  TN/TIPTON
 FF0271  USGS QUAD   -  PECAN POINT (1970)
 FF0271
 FF0271                         *CURRENT SURVEY CONTROL
 FF0271  ___________________________________________________________________
 FF0271* NAD 83(1986)-  35 23 47.     (N)    090 00 29.     (W)     SCALED    
 FF0271* NAVD 88     -        71.174  (meters)     233.51   (feet)  ADJUSTED  
 FF0271  ___________________________________________________________________
 FF0271  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0271  DYNAMIC HT  -          71.112 (meters)     233.31  (feet)  COMP
 FF0271  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FF0271
 FF0271  VERT ORDER  -  FIRST     CLASS II
 FF0271
 FF0271.The horizontal coordinates were scaled from a topographic map and have
 FF0271.an estimated accuracy of +/- 6 seconds.
 FF0271
 FF0271.The orthometric height was determined by differential leveling
 FF0271.and adjusted by the National Geodetic Survey in June 1991..
 FF0271
 FF0271.The geoid height was determined by GEOID03.
 FF0271
 FF0271.The dynamic height is computed by dividing the NAVD 88
 FF0271.geopotential number by the normal gravity value computed on the
 FF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0271.degrees latitude (g = 980.6199 gals.).
 FF0271
 FF0271.The modeled gravity was interpolated from observed gravity values.
 FF0271
 FF0271;                    North         East    Units  Estimated Accuracy
 FF0271;SPC TN       -   125,400.      236,000.      MT  (+/- 180 meters Scaled)
 FF0271
 FF0271                          SUPERSEDED SURVEY CONTROL
 FF0271
 FF0271  NGVD 29 (??/??/??)   71.141  (m)          233.40   (f) ADJUSTED    1 2
 FF0271
 FF0271.Superseded values are not recommended for survey control.
 FF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0271.See file dsdata.txt to determine how the superseded data were derived.
 FF0271
 FF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV717211(NAD 83)
 FF0271_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0271_STAMPING: BM 30-1
 FF0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0271
 FF0271  HISTORY     - Date     Condition        Report By
 FF0271  HISTORY     - UNK      MONUMENTED       DOD
 FF0271  HISTORY     - 1957     GOOD             CGS
 FF0271
 FF0271                          STATION DESCRIPTION
 FF0271
 FF0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0271'8.5 MI SW FROM DIXONVILLE.
 FF0271'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0271'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0271'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 FF0271'2.1 MILES WEST ALONG A FARM ROAD, ABOUT 0.3 MILE WEST OF THE
 FF0271'JUNCTION OF A FARM ROAD LEADING SOUTH, ON THE SOUTHEAST BANK OF
 FF0271'A SLOUGH AND AT A POINT WHERE THE ROAD TURNS WITH TANGENTS
 FF0271'EXTENDING SOUTHWEST AND EAST, 62 FEET NORTHWEST OF THE CENTER
 FF0271'LINE OF THE FARM ROAD, 125 FEET WEST OF A FORKED 48-INCH COTTONWOOD
 FF0271'TREE, 31 FEET WEST OF A 48-INCH COTTONWOOD TREE, 10 FEET
 FF0271'EAST-NORTHEAST OF A BLAZED 48-INCH COTTONWOOD TREE, 2 FEET BELOW
 FF0271'THE LEVEL OF THE ROAD, A USE PIPE AND CAP WHICH PROJECTS 18 INCHES
 FF0271'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1650 ***********************************************************************
 FE1650  DESIGNATION -  30 12 C
 FE1650  PID         -  FE1650
 FE1650  STATE/COUNTY-  TN/LAUDERDALE
 FE1650  USGS QUAD   -  NODENA (1983)
 FE1650
 FE1650                         *CURRENT SURVEY CONTROL
 FE1650  ___________________________________________________________________
 FE1650* NAD 83(1986)-  35 35 47.     (N)    089 53 30.     (W)     SCALED    
 FE1650* NAVD 88     -        77.510  (meters)     254.30   (feet)  ADJUSTED  
 FE1650  ___________________________________________________________________
 FE1650  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1650  DYNAMIC HT  -          77.444 (meters)     254.08  (feet)  COMP
 FE1650  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 FE1650
 FE1650  VERT ORDER  -  FIRST     CLASS II
 FE1650
 FE1650.The horizontal coordinates were scaled from a topographic map and have
 FE1650.an estimated accuracy of +/- 6 seconds.
 FE1650
 FE1650.The orthometric height was determined by differential leveling
 FE1650.and adjusted by the National Geodetic Survey in June 1991..
 FE1650
 FE1650.The geoid height was determined by GEOID03.
 FE1650
 FE1650.The dynamic height is computed by dividing the NAVD 88
 FE1650.geopotential number by the normal gravity value computed on the
 FE1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1650.degrees latitude (g = 980.6199 gals.).
 FE1650
 FE1650.The modeled gravity was interpolated from observed gravity values.
 FE1650
 FE1650;                    North         East    Units  Estimated Accuracy
 FE1650;SPC TN       -   147,150.      247,440.      MT  (+/- 180 meters Scaled)
 FE1650
 FE1650                          SUPERSEDED SURVEY CONTROL
 FE1650
 FE1650  NGVD 29 (??/??/??)   77.480  (m)          254.20   (f) ADJUSTED    1 2
 FE1650
 FE1650.Superseded values are not recommended for survey control.
 FE1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1650.See file dsdata.txt to determine how the superseded data were derived.
 FE1650
 FE1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380430(NAD 83)
 FE1650_MARKER: P = PIPE CAP
 FE1650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1650_STAMPING: 30-12-C BM 1933
 FE1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1650
 FE1650  HISTORY     - Date     Condition        Report By
 FE1650  HISTORY     - 1933     MONUMENTED       DOD
 FE1650  HISTORY     - 1957     GOOD             CGS
 FE1650
 FE1650                          STATION DESCRIPTION
 FE1650
 FE1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1650'1.4 MI S FROM FULTON.
 FE1650'1.35 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE
 FE1650'AT FULTON, NEAR THE SOUTHWEST END OF A RIDGE ASCENDING
 FE1650'NORTH-NORTHEAST, 33 FEET NORTHEAST OF A FARM DRIVE LEADING EAST
 FE1650'ALONG THE FOOT AND ON THE SOUTH SIDE OF A RIDGE EXTENDING EAST,
 FE1650'218 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF FARM DRIVE
 FE1650'AND OLD RIVER ROAD, 38 FEET EAST-NORTHEAST OF THE CENTER OF A
 FE1650'FARM GATE IN FENCE LINE, 44 FEET EAST OF A 1 1/2 INCH PIPE
 FE1650'WHICH PROJECTS 24 INCHES ABOVE THE GROUND, ABOUT 8 FEET ABOVE
 FE1650'THE FARM ROAD AND ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 FE1650'30 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0885 ***********************************************************************
 GD0885  DESIGNATION -  31 110 BOLT
 GD0885  PID         -  GD0885
 GD0885  STATE/COUNTY-  TN/DYER
 GD0885  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0885
 GD0885                         *CURRENT SURVEY CONTROL
 GD0885  ___________________________________________________________________
 GD0885* NAD 83(1986)-  36 06 32.     (N)    089 36 57.     (W)     SCALED    
 GD0885* NAVD 88     -        81.065  (meters)     265.96   (feet)  ADJUSTED  
 GD0885  ___________________________________________________________________
 GD0885  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0885  DYNAMIC HT  -          80.997 (meters)     265.74  (feet)  COMP
 GD0885  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD0885
 GD0885  VERT ORDER  -  FIRST     CLASS II
 GD0885
 GD0885.The horizontal coordinates were scaled from a topographic map and have
 GD0885.an estimated accuracy of +/- 6 seconds.
 GD0885
 GD0885.The orthometric height was determined by differential leveling
 GD0885.and adjusted by the National Geodetic Survey in June 1991..
 GD0885
 GD0885.The geoid height was determined by GEOID03.
 GD0885
 GD0885.The dynamic height is computed by dividing the NAVD 88
 GD0885.geopotential number by the normal gravity value computed on the
 GD0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0885.degrees latitude (g = 980.6199 gals.).
 GD0885
 GD0885.The modeled gravity was interpolated from observed gravity values.
 GD0885
 GD0885;                    North         East    Units  Estimated Accuracy
 GD0885;SPC TN       -   203,010.      274,520.      MT  (+/- 180 meters Scaled)
 GD0885
 GD0885                          SUPERSEDED SURVEY CONTROL
 GD0885
 GD0885  NGVD 29 (??/??/??)   80.997  (m)          265.74   (f) ADJUSTED    1 2
 GD0885
 GD0885.Superseded values are not recommended for survey control.
 GD0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0885.See file dsdata.txt to determine how the superseded data were derived.
 GD0885
 GD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE645991(NAD 83)
 GD0885_MARKER: B = BOLT
 GD0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0885_STAMPING: 31-110 1934
 GD0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0885
 GD0885  HISTORY     - Date     Condition        Report By
 GD0885  HISTORY     - 1934     MONUMENTED       DOD
 GD0885  HISTORY     - 1957     GOOD             CGS
 GD0885
 GD0885                          STATION DESCRIPTION
 GD0885
 GD0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0885'6 MI NE FROM HELOISE.
 GD0885'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0885'LANDING AT HELOISE, THENCE ABOUT 4.05 MILES NORTH AND NORTHEAST
 GD0885'ALONG A GRAVEL ROAD, AT POINT WHERE ROAD CROSSES LEVEE, 30 FEET
 GD0885'SOUTHWEST OF CENTER LINE OF ROAD, 49 FEET SOUTHEAST OF CENTER LINE
 GD0885'OF ROAD AT CENTER OF LEVEE, 10 1/2 FEET NORTH OF A 48-INCH
 GD0885'PECAN TREE, AND IS A BOLT UNDER A U.S.E. PIPE AND CAP WHICH
 GD0885'PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0884 ***********************************************************************
 GD0884  DESIGNATION -  31 110 CAP
 GD0884  PID         -  GD0884
 GD0884  STATE/COUNTY-  TN/DYER
 GD0884  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0884
 GD0884                         *CURRENT SURVEY CONTROL
 GD0884  ___________________________________________________________________
 GD0884* NAD 83(1986)-  36 06 32.     (N)    089 36 57.     (W)     SCALED    
 GD0884* NAVD 88     -        82.290  (meters)     269.98   (feet)  ADJUSTED  
 GD0884  ___________________________________________________________________
 GD0884  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0884  DYNAMIC HT  -          82.222 (meters)     269.76  (feet)  COMP
 GD0884  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD0884
 GD0884  VERT ORDER  -  FIRST     CLASS II
 GD0884
 GD0884.The horizontal coordinates were scaled from a topographic map and have
 GD0884.an estimated accuracy of +/- 6 seconds.
 GD0884
 GD0884.The orthometric height was determined by differential leveling
 GD0884.and adjusted by the National Geodetic Survey in June 1991..
 GD0884
 GD0884.The geoid height was determined by GEOID03.
 GD0884
 GD0884.The dynamic height is computed by dividing the NAVD 88
 GD0884.geopotential number by the normal gravity value computed on the
 GD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0884.degrees latitude (g = 980.6199 gals.).
 GD0884
 GD0884.The modeled gravity was interpolated from observed gravity values.
 GD0884
 GD0884;                    North         East    Units  Estimated Accuracy
 GD0884;SPC TN       -   203,010.      274,520.      MT  (+/- 180 meters Scaled)
 GD0884
 GD0884                          SUPERSEDED SURVEY CONTROL
 GD0884
 GD0884  NGVD 29 (??/??/??)   82.210  (m)          269.72   (f) ADJUSTED    1 2
 GD0884
 GD0884.Superseded values are not recommended for survey control.
 GD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0884.See file dsdata.txt to determine how the superseded data were derived.
 GD0884
 GD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE645991(NAD 83)
 GD0884_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0884_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0884_STAMPING: 31-110 1934
 GD0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0884
 GD0884  HISTORY     - Date     Condition        Report By
 GD0884  HISTORY     - 1934     MONUMENTED       DOD
 GD0884  HISTORY     - 1957     GOOD             CGS
 GD0884  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0884
 GD0884                          STATION DESCRIPTION
 GD0884
 GD0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0884'6 MI NE FROM HELOISE.
 GD0884'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0884'LANDING AT HELOISE, THENCE ABOUT 4.05 MILES NORTH AND NORTHEAST
 GD0884'ALONG A GRAVEL ROAD, AT POINT WHERE ROAD CROSSES LEVEE, 30 FEET
 GD0884'SOUTHWEST OF CENTER LINE OF ROAD, 49 FEET SOUTHEAST OF CENTER
 GD0884'LINE OF ROAD AT CENTER OF LEVEE, 10 1/2 FEET NORTH OF A 48-INCH
 GD0884'PECAN TREE, A U.S.E. PIPE AND CAP WHICH PROJECTS 12 INCHES.
 GD0884
 GD0884                          STATION RECOVERY (2002)
 GD0884
 GD0884'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0879 ***********************************************************************
 GD0879  DESIGNATION -  31 B BOLT
 GD0879  PID         -  GD0879
 GD0879  STATE/COUNTY-  TN/DYER
 GD0879  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0879
 GD0879                         *CURRENT SURVEY CONTROL
 GD0879  ___________________________________________________________________
 GD0879* NAD 83(1986)-  36 06 47.     (N)    089 36 16.     (W)     SCALED    
 GD0879* NAVD 88     -        81.126  (meters)     266.16   (feet)  ADJUSTED  
 GD0879  ___________________________________________________________________
 GD0879  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0879  DYNAMIC HT  -          81.059 (meters)     265.94  (feet)  COMP
 GD0879  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GD0879
 GD0879  VERT ORDER  -  FIRST     CLASS II
 GD0879
 GD0879.The horizontal coordinates were scaled from a topographic map and have
 GD0879.an estimated accuracy of +/- 6 seconds.
 GD0879
 GD0879.The orthometric height was determined by differential leveling
 GD0879.and adjusted by the National Geodetic Survey in June 1991..
 GD0879
 GD0879.The geoid height was determined by GEOID03.
 GD0879
 GD0879.The dynamic height is computed by dividing the NAVD 88
 GD0879.geopotential number by the normal gravity value computed on the
 GD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0879.degrees latitude (g = 980.6199 gals.).
 GD0879
 GD0879.The modeled gravity was interpolated from observed gravity values.
 GD0879
 GD0879;                    North         East    Units  Estimated Accuracy
 GD0879;SPC TN       -   203,440.      275,560.      MT  (+/- 180 meters Scaled)
 GD0879
 GD0879                          SUPERSEDED SURVEY CONTROL
 GD0879
 GD0879  NGVD 29 (??/??/??)   81.058  (m)          265.94   (f) ADJUSTED    1 2
 GD0879
 GD0879.Superseded values are not recommended for survey control.
 GD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0879.See file dsdata.txt to determine how the superseded data were derived.
 GD0879
 GD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE655996(NAD 83)
 GD0879_MARKER: B = BOLT
 GD0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0879_STAMPING: 31/B 1952
 GD0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0879
 GD0879  HISTORY     - Date     Condition        Report By
 GD0879  HISTORY     - 1952     MONUMENTED       DOD
 GD0879  HISTORY     - 1957     GOOD             CGS
 GD0879
 GD0879                          STATION DESCRIPTION
 GD0879
 GD0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0879'6.8 M NE FROM HELOISE.
 GD0879'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0879'LANDING AT HELOISE, THENCE ABOUT 4.8 MILES NORTH AND NORTHEAST
 GD0879'ALONG A GRAVEL ROAD, IN THE NORTHEAST CORNER OF A PECAN GROVE,
 GD0879'18 FEET SOUTH OF CENTER LINE OF ROAD, 33 FEET SOUTHWEST OF CENTER
 GD0879'OF JUNCTION OF ROAD AND A TRACK ROAD LEADING NORTHWEST TO
 GD0879'MISSISSIPPI RIVER, 19 FEET WEST OF A FENCE CORNER, 9 FEET NORTH
 GD0879'OF A 48-INCH PECAN TREE, AND IS A BOLT DIRECTLY UNDER A U.S.E.
 GD0879'PIPE AND CAP WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0878 ***********************************************************************
 GD0878  DESIGNATION -  31 B CAP
 GD0878  PID         -  GD0878
 GD0878  STATE/COUNTY-  TN/DYER
 GD0878  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0878
 GD0878                         *CURRENT SURVEY CONTROL
 GD0878  ___________________________________________________________________
 GD0878* NAD 83(1986)-  36 06 47.     (N)    089 36 16.     (W)     SCALED    
 GD0878* NAVD 88     -        82.329  (meters)     270.11   (feet)  ADJUSTED  
 GD0878  ___________________________________________________________________
 GD0878  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0878  DYNAMIC HT  -          82.261 (meters)     269.88  (feet)  COMP
 GD0878  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GD0878
 GD0878  VERT ORDER  -  FIRST     CLASS II
 GD0878
 GD0878.The horizontal coordinates were scaled from a topographic map and have
 GD0878.an estimated accuracy of +/- 6 seconds.
 GD0878
 GD0878.The orthometric height was determined by differential leveling
 GD0878.and adjusted by the National Geodetic Survey in June 1991..
 GD0878
 GD0878.The geoid height was determined by GEOID03.
 GD0878
 GD0878.The dynamic height is computed by dividing the NAVD 88
 GD0878.geopotential number by the normal gravity value computed on the
 GD0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0878.degrees latitude (g = 980.6199 gals.).
 GD0878
 GD0878.The modeled gravity was interpolated from observed gravity values.
 GD0878
 GD0878;                    North         East    Units  Estimated Accuracy
 GD0878;SPC TN       -   203,440.      275,560.      MT  (+/- 180 meters Scaled)
 GD0878
 GD0878                          SUPERSEDED SURVEY CONTROL
 GD0878
 GD0878  NGVD 29 (??/??/??)   82.263  (m)          269.89   (f) ADJUSTED    1 2
 GD0878
 GD0878.Superseded values are not recommended for survey control.
 GD0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0878.See file dsdata.txt to determine how the superseded data were derived.
 GD0878
 GD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE655996(NAD 83)
 GD0878_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0878_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0878_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0878_STAMPING: 31/B 1952
 GD0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0878
 GD0878  HISTORY     - Date     Condition        Report By
 GD0878  HISTORY     - 1952     MONUMENTED       DOD
 GD0878  HISTORY     - 1957     GOOD             CGS
 GD0878  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0878
 GD0878                          STATION DESCRIPTION
 GD0878
 GD0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0878'6.8 MI NE FROM HELOISE.
 GD0878'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0878'LANDING AT HELOISE, THENCE ABOUT 4.8 MILES NORTH AND NORTHEAST
 GD0878'ALONG A GRAVEL ROAD, IN THE NORTHEAST CORNER OF A PECAN GROVE,
 GD0878'18 FEET SOUTH OF CENTER LINE OF ROAD, 33 FEET SOUTHWEST OF
 GD0878'CENTER OF JUNCTION OF ROAD AND A TRACK ROAD LEADING NORTHWEST
 GD0878'TO MISSISSIPPI RIVER, 19 FEET WEST OF A FENCE CORNER, 9 FEET
 GD0878'NORTH OF A 48-INCH PECAN TREE, U.S.E. PIPE AND CAP WHICH PROJECTS
 GD0878'18 INCHES.
 GD0878
 GD0878                          STATION RECOVERY (2002)
 GD0878
 GD0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2726 ***********************************************************************
 GC2726  DESIGNATION -  31 MAT
 GC2726  PID         -  GC2726
 GC2726  STATE/COUNTY-  TN/TROUSDALE
 GC2726  USGS QUAD   -  HARTSVILLE (1994)
 GC2726
 GC2726                         *CURRENT SURVEY CONTROL
 GC2726  ___________________________________________________________________
 GC2726* NAD 83(1986)-  36 25 22.     (N)    086 10 58.     (W)     SCALED    
 GC2726* NAVD 88     -       155.42   (+/-2cm)     509.9    (feet)  VERTCON   
 GC2726  ___________________________________________________________________
 GC2726  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2726
 GC2726  VERT ORDER  -  THIRD (See Below)
 GC2726
 GC2726.The horizontal coordinates were scaled from a topographic map and have
 GC2726.an estimated accuracy of +/- 6 seconds.
 GC2726
 GC2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2726.The vertical order pertains to the NGVD 29 superseded value.
 GC2726
 GC2726.The geoid height was determined by GEOID03.
 GC2726
 GC2726;                    North         East    Units  Estimated Accuracy
 GC2726;SPC TN       -   231,840.      583,610.      MT  (+/- 180 meters Scaled)
 GC2726
 GC2726                          SUPERSEDED SURVEY CONTROL
 GC2726
 GC2726  NGVD 29 (??/??/??)  155.50   (m)          510.2    (f) N HEIGHT    3  
 GC2726
 GC2726.Superseded values are not recommended for survey control.
 GC2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2726.See file dsdata.txt to determine how the superseded data were derived.
 GC2726
 GC2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF732311(NAD 83)
 GC2726_MARKER: DB = BENCH MARK DISK
 GC2726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC2726_SP_SET: WINGWALL
 GC2726_STAMPING: 31 MAT 1956 510
 GC2726_MARK LOGO: USGS  
 GC2726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GC2726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2726+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1987
 GC2726
 GC2726  HISTORY     - Date     Condition        Report By
 GC2726  HISTORY     - 1956     MONUMENTED       USGS
 GC2726  HISTORY     - 19870514 GOOD             TNDT
 GC2726
 GC2726                          STATION DESCRIPTION
 GC2726
 GC2726'DESCRIBED BY TN DEPT OF TRANSP 1987
 GC2726'2.8 MILES NORTH WEST OF HARTSVILLE.  TO REACH FROM THE COURTHOUSE GO
 GC2726'NW ALONG HIGHWAY 141, 2.8 MILES TO THE MARK.  LOCATED 13 FEET NORTH,
 GC2726'70 FEET WEST AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY.
 GC2726'AT THE JUNCTION OF A T ROAD IN THE NORTH EAST WINGWALL OF A BRIDGE
 GC2726'OVER LITTLE GOOSE CREEK.  STANDARD TABLET STAMPED 31 MAT 1956
 GC2726'510.SHOWN ON USGS QUADRANGLE SHEET HARTSVILLE, TENN.  AS BM 510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0420 ***********************************************************************
 FC0420  DESIGNATION -  31001
 FC0420  PID         -  FC0420
 FC0420  STATE/COUNTY-  TN/MCMINN
 FC0420  USGS QUAD   -  CALHOUN (1980)
 FC0420
 FC0420                         *CURRENT SURVEY CONTROL
 FC0420  ___________________________________________________________________
 FC0420* NAD 83(1986)-  35 20 43.     (N)    084 43 02.     (W)     SCALED    
 FC0420* NAVD 88     -       251.948  (meters)     826.60   (feet)  ADJUSTED  
 FC0420  ___________________________________________________________________
 FC0420  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0420  DYNAMIC HT  -         251.702 (meters)     825.79  (feet)  COMP
 FC0420  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0420
 FC0420  VERT ORDER  -  SECOND    CLASS 0
 FC0420
 FC0420.The horizontal coordinates were scaled from a topographic map and have
 FC0420.an estimated accuracy of +/- 6 seconds.
 FC0420
 FC0420.The orthometric height was determined by differential leveling
 FC0420.and adjusted by the National Geodetic Survey in June 1991..
 FC0420
 FC0420.The geoid height was determined by GEOID03.
 FC0420
 FC0420.The dynamic height is computed by dividing the NAVD 88
 FC0420.geopotential number by the normal gravity value computed on the
 FC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0420.degrees latitude (g = 980.6199 gals.).
 FC0420
 FC0420.The modeled gravity was interpolated from observed gravity values.
 FC0420
 FC0420;                    North         East    Units  Estimated Accuracy
 FC0420;SPC TN       -   113,040.      716,600.      MT  (+/- 180 meters Scaled)
 FC0420
 FC0420                          SUPERSEDED SURVEY CONTROL
 FC0420
 FC0420  NGVD 29 (??/??/92)  252.004  (m)          826.78   (f) ADJ UNCH    2 0
 FC0420
 FC0420.Superseded values are not recommended for survey control.
 FC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0420.See file dsdata.txt to determine how the superseded data were derived.
 FC0420
 FC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE074137(NAD 83)
 FC0420_MARKER: DD = SURVEY DISK
 FC0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0420_STAMPING: 31001
 FC0420_MARK LOGO: TNGS  
 FC0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0420+STABILITY: SURFACE MOTION
 FC0420
 FC0420  HISTORY     - Date     Condition        Report By
 FC0420  HISTORY     - UNK      MONUMENTED       CGS
 FC0420  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0420  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0420
 FC0420                          STATION DESCRIPTION
 FC0420
 FC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0420'AT SANFORD.
 FC0420'AT SANFORD, MC MINN COUNTY, ON U.S. HIGHWAY 11, 0.4 MILE NORTH
 FC0420'OF THE SOUTHERN RAILWAY STATION, 8 YARDS SOUTH OF POLE 628, 1.9
 FC0420'FEET WEST OF THE WEST EDGE OF THE PAVEMENT, AND ABOUT LEVEL
 FC0420'WITH THE PAVEMENT.  A STATE SURVEY STANDARD DISK, STAMPED 31001
 FC0420'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS PROBABLY
 FC0420'DESTROYED WHEN ROAD WAS WIDENED.
 FC0420
 FC0420                          STATION RECOVERY (1968)
 FC0420
 FC0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1792 ***********************************************************************
 GA1792  DESIGNATION -  313
 GA1792  PID         -  GA1792
 GA1792  STATE/COUNTY-  TN/HAMBLEN
 GA1792  USGS QUAD   -  MORRISTOWN (1979)
 GA1792
 GA1792                         *CURRENT SURVEY CONTROL
 GA1792  ___________________________________________________________________
 GA1792* NAD 83(1986)-  36 13 17.     (N)    083 17 21.     (W)     SCALED    
 GA1792* NAVD 88     -       446.217  (meters)    1463.96   (feet)  POSTED    
 GA1792  ___________________________________________________________________
 GA1792  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA1792  DYNAMIC HT  -         445.810 (meters)    1462.63  (feet)  COMP
 GA1792  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 GA1792
 GA1792  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA1792
 GA1792.The horizontal coordinates were scaled from a topographic map and have
 GA1792.an estimated accuracy of +/- 6 seconds.
 GA1792
 GA1792.The orthometric height was determined by differential leveling
 GA1792.and adjusted by the National Geodetic Survey in 1992..
 GA1792.No vertical observational check was made to the station.
 GA1792.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA1792.was located on a no-check spur therefore a value was not computed.
 GA1792
 GA1792.The geoid height was determined by GEOID03.
 GA1792
 GA1792.The dynamic height is computed by dividing the NAVD 88
 GA1792.geopotential number by the normal gravity value computed on the
 GA1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1792.degrees latitude (g = 980.6199 gals.).
 GA1792
 GA1792.The modeled gravity was interpolated from observed gravity values.
 GA1792
 GA1792;                    North         East    Units  Estimated Accuracy
 GA1792;SPC TN       -   212,860.      843,700.      MT  (+/- 180 meters Scaled)
 GA1792
 GA1792                          SUPERSEDED SURVEY CONTROL
 GA1792
 GA1792  NGVD 29 (??/??/92)  446.344  (m)         1464.38   (f) ADJ UNCH    1 2
 GA1792
 GA1792.Superseded values are not recommended for survey control.
 GA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1792.See file dsdata.txt to determine how the superseded data were derived.
 GA1792
 GA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA942109(NAD 83)
 GA1792_MARKER: DD = SURVEY DISK
 GA1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1792_STAMPING: 313
 GA1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1792+STABILITY: SURFACE MOTION
 GA1792
 GA1792  HISTORY     - Date     Condition        Report By
 GA1792  HISTORY     - UNK      MONUMENTED       TNGS
 GA1792  HISTORY     - 1935     GOOD             NGS
 GA1792  HISTORY     - 1949     GOOD             TVA
 GA1792
 GA1792                          STATION DESCRIPTION
 GA1792
 GA1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1792'AT MORRISTOWN.
 GA1792'AT MORRISTOWN, ABOUT 3/4 MILE NORTHEAST OF THE COURTHOUSE, AT THE
 GA1792'EAST EDGE OF THE WOODS ON CEMETERY HILL, ON THE LINE BETWEEN THE
 GA1792'FARM OF RUBY L. LONG AND THE MORRISTOWN INDUSTRIAL COLLEGE, 136
 GA1792'YARDS NORTH OF THE TOMBSTONE OF CHARLES D. ORR, 74 FEET NORTH
 GA1792'OF A CITY-LIMIT MARKER, AND 3 FEET NORTHEAST OF A 12-INCH WALNUT
 GA1792'TREE, 37 FEET SE OF 30 IN OAK TREE, 4-1/2 FEET NE OF 15 IN WALNUT
 GA1792'TREE, 2.3 FEET WEST OF FENCE LINE.  A STANDARD DISK, STAMPED 313
 GA1792'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 GA1792'ABOVE GROUND.
 GA1792
 GA1792                          STATION RECOVERY (1949)
 GA1792
 GA1792'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1217 ***********************************************************************
 FC1217  DESIGNATION -  3131
 FC1217  PID         -  FC1217
 FC1217  STATE/COUNTY-  TN/HAMILTON
 FC1217  USGS QUAD   -  OOLTEWAH (1976)
 FC1217
 FC1217                         *CURRENT SURVEY CONTROL
 FC1217  ___________________________________________________________________
 FC1217* NAD 83(1986)-  35 04 54.     (N)    085 01 48.     (W)     SCALED    
 FC1217* NAVD 88     -       245.465  (meters)     805.33   (feet)  ADJUSTED  
 FC1217  ___________________________________________________________________
 FC1217  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1217  DYNAMIC HT  -         245.220 (meters)     804.53  (feet)  COMP
 FC1217  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 FC1217
 FC1217  VERT ORDER  -  SECOND    CLASS 0
 FC1217
 FC1217.The horizontal coordinates were scaled from a topographic map and have
 FC1217.an estimated accuracy of +/- 6 seconds.
 FC1217
 FC1217.The orthometric height was determined by differential leveling
 FC1217.and adjusted by the National Geodetic Survey in June 1991..
 FC1217
 FC1217.The geoid height was determined by GEOID03.
 FC1217
 FC1217.The dynamic height is computed by dividing the NAVD 88
 FC1217.geopotential number by the normal gravity value computed on the
 FC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1217.degrees latitude (g = 980.6199 gals.).
 FC1217
 FC1217.The modeled gravity was interpolated from observed gravity values.
 FC1217
 FC1217;                    North         East    Units  Estimated Accuracy
 FC1217;SPC TN       -    83,470.      688,460.      MT  (+/- 180 meters Scaled)
 FC1217
 FC1217                          SUPERSEDED SURVEY CONTROL
 FC1217
 FC1217  NGVD 29 (??/??/92)  245.477  (m)          805.37   (f) ADJ UNCH    2 0
 FC1217
 FC1217.Superseded values are not recommended for survey control.
 FC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1217.See file dsdata.txt to determine how the superseded data were derived.
 FC1217
 FC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD795838(NAD 83)
 FC1217_MARKER: DD = SURVEY DISK
 FC1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1217_STAMPING: 3131
 FC1217_MARK LOGO: TNGS  
 FC1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1217+STABILITY: SURFACE MOTION
 FC1217
 FC1217  HISTORY     - Date     Condition        Report By
 FC1217  HISTORY     - UNK      MONUMENTED       TNGS
 FC1217  HISTORY     - 1962     GOOD             NGS
 FC1217  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1217
 FC1217                          STATION DESCRIPTION
 FC1217
 FC1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1217'1.7 MI E FROM OOLTEWAH.
 FC1217'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1217'GEORGETOWN PIKE IN OOLTEWAH GO EAST ON U.S. HIGHWAY 11 FOR 1.7
 FC1217'MILES TO THE MARK ON THE RIGHT, 27 FEET SOUTHEAST OF THE CENTER
 FC1217'OF THE HIGHWAY, 1.6 FEET NORTHWEST OF A FENCE LINE, AND 1.2 FEET
 FC1217'WEST OF A WITNESS POST.  A TENNESSEE GEODETIC SURVEY DISK SET IN
 FC1217'THE TOP OF A CONCRETE POST PROJECTING 0.9 FEET AND ABOUT 1 FOOT
 FC1217'ABOVE THE ROAD LEVEL.
 FC1217
 FC1217                          STATION RECOVERY (1983)
 FC1217
 FC1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1217'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1216 ***********************************************************************
 FC1216  DESIGNATION -  3132
 FC1216  PID         -  FC1216
 FC1216  STATE/COUNTY-  TN/HAMILTON
 FC1216  USGS QUAD   -  OOLTEWAH (1976)
 FC1216
 FC1216                         *CURRENT SURVEY CONTROL
 FC1216  ___________________________________________________________________
 FC1216* NAD 83(1986)-  35 05 00.     (N)    085 01 39.     (W)     SCALED    
 FC1216* NAVD 88     -       244.213  (meters)     801.22   (feet)  ADJUSTED  
 FC1216  ___________________________________________________________________
 FC1216  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1216  DYNAMIC HT  -         243.969 (meters)     800.42  (feet)  COMP
 FC1216  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 FC1216
 FC1216  VERT ORDER  -  FIRST     CLASS II
 FC1216
 FC1216.The horizontal coordinates were scaled from a topographic map and have
 FC1216.an estimated accuracy of +/- 6 seconds.
 FC1216
 FC1216.The orthometric height was determined by differential leveling
 FC1216.and adjusted by the National Geodetic Survey in June 1991..
 FC1216
 FC1216.The geoid height was determined by GEOID03.
 FC1216
 FC1216.The dynamic height is computed by dividing the NAVD 88
 FC1216.geopotential number by the normal gravity value computed on the
 FC1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1216.degrees latitude (g = 980.6199 gals.).
 FC1216
 FC1216.The modeled gravity was interpolated from observed gravity values.
 FC1216
 FC1216;                    North         East    Units  Estimated Accuracy
 FC1216;SPC TN       -    83,650.      688,690.      MT  (+/- 180 meters Scaled)
 FC1216
 FC1216                          SUPERSEDED SURVEY CONTROL
 FC1216
 FC1216  NGVD 29 (??/??/92)  244.255  (m)          801.36   (f) ADJ UNCH    1 2
 FC1216
 FC1216.Superseded values are not recommended for survey control.
 FC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1216.See file dsdata.txt to determine how the superseded data were derived.
 FC1216
 FC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD798840(NAD 83)
 FC1216_MARKER: DD = SURVEY DISK
 FC1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1216_STAMPING: 3132
 FC1216_MARK LOGO: TNGS  
 FC1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1216+STABILITY: SURFACE MOTION
 FC1216
 FC1216  HISTORY     - Date     Condition        Report By
 FC1216  HISTORY     - UNK      MONUMENTED       TNGS
 FC1216  HISTORY     - 1962     GOOD             NGS
 FC1216  HISTORY     - 1983     GOOD             NGS
 FC1216
 FC1216                          STATION DESCRIPTION
 FC1216
 FC1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1216'2 MI E FROM OOTEWAH.
 FC1216'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN
 FC1216'PIKE IN OOLTEWAH GO EAST ON U.S. HIGHWAY 11 FOR 2.0 MILES TO THE
 FC1216'MARK ON THE LEFT, 79 FEET WEST OF POWER LINE POLE NUMBER 570,
 FC1216'46 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 11, 4.8 FEET NORTH
 FC1216'OF A FENCE LINE, AND 0.8 FEET NORTHWEST OF A WITNESS POST.  A
 FC1216'STANDARD TENNESSEE GEODETIC SURVEY DISK SET IN THE TOP OF A
 FC1216'CONCRETE POST PROJECTING 1 FOOT AND ABOUT 1 FOOT BELOW THE LEVEL
 FC1216'OF THE HIGHWAY.
 FC1216
 FC1216                          STATION RECOVERY (1983)
 FC1216
 FC1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1216'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 79 FEET WEST OF POWER LINE
 FC1216'POLE NUMBER 570.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1214 ***********************************************************************
 FC1214  DESIGNATION -  3133
 FC1214  PID         -  FC1214
 FC1214  STATE/COUNTY-  TN/HAMILTON
 FC1214  USGS QUAD   -  OOLTEWAH (1976)
 FC1214
 FC1214                         *CURRENT SURVEY CONTROL
 FC1214  ___________________________________________________________________
 FC1214* NAD 83(1986)-  35 05 21.     (N)    085 00 36.     (W)     SCALED    
 FC1214* NAVD 88     -       267.795  (meters)     878.59   (feet)  ADJUSTED  
 FC1214  ___________________________________________________________________
 FC1214  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1214  DYNAMIC HT  -         267.527 (meters)     877.71  (feet)  COMP
 FC1214  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FC1214
 FC1214  VERT ORDER  -  SECOND    CLASS 0
 FC1214
 FC1214.The horizontal coordinates were scaled from a topographic map and have
 FC1214.an estimated accuracy of +/- 6 seconds.
 FC1214
 FC1214.The orthometric height was determined by differential leveling
 FC1214.and adjusted by the National Geodetic Survey in June 1991..
 FC1214
 FC1214.The geoid height was determined by GEOID03.
 FC1214
 FC1214.The dynamic height is computed by dividing the NAVD 88
 FC1214.geopotential number by the normal gravity value computed on the
 FC1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1214.degrees latitude (g = 980.6199 gals.).
 FC1214
 FC1214.The modeled gravity was interpolated from observed gravity values.
 FC1214
 FC1214;                    North         East    Units  Estimated Accuracy
 FC1214;SPC TN       -    84,320.      690,280.      MT  (+/- 180 meters Scaled)
 FC1214
 FC1214                          SUPERSEDED SURVEY CONTROL
 FC1214
 FC1214  NGVD 29 (??/??/92)  267.805  (m)          878.62   (f) ADJ UNCH    2 0
 FC1214
 FC1214.Superseded values are not recommended for survey control.
 FC1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1214.See file dsdata.txt to determine how the superseded data were derived.
 FC1214
 FC1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD814847(NAD 83)
 FC1214_MARKER: DD = SURVEY DISK
 FC1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1214_STAMPING: 3133
 FC1214_MARK LOGO: TNGS  
 FC1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1214+STABILITY: SURFACE MOTION
 FC1214
 FC1214  HISTORY     - Date     Condition        Report By
 FC1214  HISTORY     - UNK      MONUMENTED       TNGS
 FC1214  HISTORY     - 1962     GOOD             NGS
 FC1214  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1214
 FC1214                          STATION DESCRIPTION
 FC1214
 FC1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1214'0.5 MI S FROM MINERAL PARK.
 FC1214'TO REACH FROM THE SMALL TOWN AND CROSSROAD AT MINERAL PARK ON
 FC1214'U.S. HIGHWAY 11 GO SOUTH ON U.S. HIGHWAY 11 FOR 0.5 MILES TO THE
 FC1214'MARK ON THE LEFT, IN A ROCKY OUTCROP, 41 FEET NORTHEAST OF THE
 FC1214'NORTHEAST END OF A GUARD RAIL, 33 FEET SOUTHEAST OF THE CENTER
 FC1214'OF HIGHWAY 11, ABOUT 25 FEET ABOVE THE RAILROAD TRACK, AND 0.6
 FC1214'FEET EAST OF A WITNESS POST.  A TENNESSEE GEODETIC SURVEY DISK
 FC1214'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 FC1214'7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FC1214
 FC1214                          STATION RECOVERY (1983)
 FC1214
 FC1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1214'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1212 ***********************************************************************
 FC1212  DESIGNATION -  3135
 FC1212  PID         -  FC1212
 FC1212  STATE/COUNTY-  TN/HAMILTON
 FC1212  USGS QUAD   -  OOLTEWAH (1976)
 FC1212
 FC1212                         *CURRENT SURVEY CONTROL
 FC1212  ___________________________________________________________________
 FC1212* NAD 83(1986)-  35 05 57.     (N)    085 00 26.     (W)     SCALED    
 FC1212* NAVD 88     -       275.305  (meters)     903.23   (feet)  POSTED    
 FC1212  ___________________________________________________________________
 FC1212  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC1212  DYNAMIC HT  -         275.030 (meters)     902.33  (feet)  COMP
 FC1212  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 FC1212
 FC1212  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC1212
 FC1212.The horizontal coordinates were scaled from a topographic map and have
 FC1212.an estimated accuracy of +/- 6 seconds.
 FC1212
 FC1212.The orthometric height was determined by differential leveling
 FC1212.and adjusted by the National Geodetic Survey in 1992..
 FC1212.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC1212.rate greater than 8.0 mm/km.
 FC1212
 FC1212.The geoid height was determined by GEOID03.
 FC1212
 FC1212.The dynamic height is computed by dividing the NAVD 88
 FC1212.geopotential number by the normal gravity value computed on the
 FC1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1212.degrees latitude (g = 980.6199 gals.).
 FC1212
 FC1212.The modeled gravity was interpolated from observed gravity values.
 FC1212
 FC1212;                    North         East    Units  Estimated Accuracy
 FC1212;SPC TN       -    85,430.      690,520.      MT  (+/- 180 meters Scaled)
 FC1212
 FC1212                          SUPERSEDED SURVEY CONTROL
 FC1212
 FC1212  NGVD 29 (??/??/92)  275.311  (m)          903.25   (f) ADJ UNCH    2 0
 FC1212
 FC1212.Superseded values are not recommended for survey control.
 FC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1212.See file dsdata.txt to determine how the superseded data were derived.
 FC1212
 FC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD816858(NAD 83)
 FC1212_MARKER: DD = SURVEY DISK
 FC1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1212_STAMPING: 3135
 FC1212_MARK LOGO: TNGS  
 FC1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1212+STABILITY: SURFACE MOTION
 FC1212
 FC1212  HISTORY     - Date     Condition        Report By
 FC1212  HISTORY     - UNK      MONUMENTED       TNGS
 FC1212  HISTORY     - 1962     GOOD             NGS
 FC1212  HISTORY     - 1983     POOR             NGS
 FC1212
 FC1212                          STATION DESCRIPTION
 FC1212
 FC1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1212'0.1 MI N FROM MINERAL PARK.
 FC1212'FROM THE SMALL TOWN AND CROSSROAD AT MINERAL PARK ON U.S. HIGHWAY
 FC1212'11 GO NORTH ON U.S. HIGHWAY 11 FOR 0.1 MILE TO THE MARK ON THE
 FC1212'LEFT ON THE EDGE OF THE WEST CUTBANK, 29 FEET WEST OF THE CENTER
 FC1212'OF THE HIGHWAY AND 0.4 FEET SOUTH OF A WITNESS POST.  A TENNESSEE
 FC1212'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1212'1 FOOT AND ABOUT 3.5 FEET ABOVE THE LEVEL OF THE ROAD.  DUE TO
 FC1212'EROSION THIS MARK MAY NOT BE STABLE IN THE FUTURE.  NOTE-- T 244 THE
 FC1212'NEXT MARK ON THE LINE IS DESCRIBED FROM MC DONALD, TENNESSEE.
 FC1212
 FC1212                          STATION RECOVERY (1983)
 FC1212
 FC1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1212'RECOVERED IN POOR CONDITION, UNSTABLE, NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2262 ***********************************************************************
 GA2262  DESIGNATION -  314
 GA2262  PID         -  GA2262
 GA2262  STATE/COUNTY-  TN/UNION
 GA2262  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2262
 GA2262                         *CURRENT SURVEY CONTROL
 GA2262  ___________________________________________________________________
 GA2262* NAD 83(1986)-  36 18 02.     (N)    083 46 29.     (W)     SCALED    
 GA2262* NAVD 88     -       354.399  (meters)    1162.72   (feet)  ADJUSTED  
 GA2262  ___________________________________________________________________
 GA2262  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2262  DYNAMIC HT  -         354.075 (meters)    1161.66  (feet)  COMP
 GA2262  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2262
 GA2262  VERT ORDER  -  SECOND    CLASS 0
 GA2262
 GA2262.The horizontal coordinates were scaled from a topographic map and have
 GA2262.an estimated accuracy of +/- 6 seconds.
 GA2262
 GA2262.The orthometric height was determined by differential leveling
 GA2262.and adjusted by the National Geodetic Survey in June 1991..
 GA2262
 GA2262.The geoid height was determined by GEOID03.
 GA2262
 GA2262.The dynamic height is computed by dividing the NAVD 88
 GA2262.geopotential number by the normal gravity value computed on the
 GA2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2262.degrees latitude (g = 980.6199 gals.).
 GA2262
 GA2262.The modeled gravity was interpolated from observed gravity values.
 GA2262
 GA2262;                    North         East    Units  Estimated Accuracy
 GA2262;SPC TN       -   220,540.      799,850.      MT  (+/- 180 meters Scaled)
 GA2262
 GA2262                          SUPERSEDED SURVEY CONTROL
 GA2262
 GA2262  NGVD 29 (??/??/92)  354.479  (m)         1162.99   (f) ADJ UNCH    2 0
 GA2262
 GA2262.Superseded values are not recommended for survey control.
 GA2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2262.See file dsdata.txt to determine how the superseded data were derived.
 GA2262
 GA2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA508208(NAD 83)
 GA2262_MARKER: DD = SURVEY DISK
 GA2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2262_STAMPING: 314
 GA2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2262+STABILITY: SURFACE MOTION
 GA2262
 GA2262  HISTORY     - Date     Condition        Report By
 GA2262  HISTORY     - UNK      MONUMENTED       TNGS
 GA2262  HISTORY     - 1949     GOOD             NGS
 GA2262  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2262
 GA2262                          STATION DESCRIPTION
 GA2262
 GA2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2262'1.8 MI E FROM ESCO.
 GA2262'1.8 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2262'AT ESCO, UNION COUNTY, 0.6 MILE SOUTHWEST OF THE OLD KATE POST
 GA2262'OFFICE SITE, 80 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 GA2262'OF A ROAD, 50 FEET SOUTHEAST OF THE SAVAGE NORTHEAST PROPERTY
 GA2262'BOUNDARY, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A
 GA2262'STATE SURVEY STANDARD DISK, STAMPED 314 AND SET IN THE TOP
 GA2262'OF A CONCRETE POST.
 GA2262
 GA2262                          STATION RECOVERY (1966)
 GA2262
 GA2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1647 ***********************************************************************
 FC1647  DESIGNATION -  3140
 FC1647  PID         -  FC1647
 FC1647  STATE/COUNTY-  TN/BRADLEY
 FC1647  USGS QUAD   -  MC DONALD (1976)
 FC1647
 FC1647                         *CURRENT SURVEY CONTROL
 FC1647  ___________________________________________________________________
 FC1647* NAD 83(1986)-  35 06 46.     (N)    084 59 05.     (W)     SCALED    
 FC1647* NAVD 88     -       264.996  (meters)     869.41   (feet)  ADJUSTED  
 FC1647  ___________________________________________________________________
 FC1647  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1647  DYNAMIC HT  -         264.732 (meters)     868.54  (feet)  COMP
 FC1647  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 FC1647
 FC1647  VERT ORDER  -  FIRST     CLASS II
 FC1647
 FC1647.The horizontal coordinates were scaled from a topographic map and have
 FC1647.an estimated accuracy of +/- 6 seconds.
 FC1647
 FC1647.The orthometric height was determined by differential leveling
 FC1647.and adjusted by the National Geodetic Survey in June 1991..
 FC1647
 FC1647.The geoid height was determined by GEOID03.
 FC1647
 FC1647.The dynamic height is computed by dividing the NAVD 88
 FC1647.geopotential number by the normal gravity value computed on the
 FC1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1647.degrees latitude (g = 980.6199 gals.).
 FC1647
 FC1647.The modeled gravity was interpolated from observed gravity values.
 FC1647
 FC1647;                    North         East    Units  Estimated Accuracy
 FC1647;SPC TN       -    86,960.      692,560.      MT  (+/- 180 meters Scaled)
 FC1647
 FC1647                          SUPERSEDED SURVEY CONTROL
 FC1647
 FC1647.No superseded survey control is available for this station.
 FC1647
 FC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD836874(NAD 83)
 FC1647_MARKER: DD = SURVEY DISK
 FC1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1647_SP_SET: CONCRETE POST
 FC1647_STAMPING: 3140
 FC1647_MARK LOGO: TNGS  
 FC1647_PROJECTION: FLUSH
 FC1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1647+STABILITY: SURFACE MOTION
 FC1647
 FC1647  HISTORY     - Date     Condition        Report By
 FC1647  HISTORY     - UNK      MONUMENTED       TNGS
 FC1647  HISTORY     - 1983     GOOD             NGS
 FC1647
 FC1647                          STATION DESCRIPTION
 FC1647
 FC1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1647'IN MCDONALD.
 FC1647'IN MCDONALD, SET IN THE FRONT LAWN OF THE MCDONALD UNITED METHODIST
 FC1647'CHURCH AND ACROSS U.S. HIGHWAY 11 FROM THE POST OFFICE, 7.92 METERS
 FC1647'(26.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 11,
 FC1647'7.01 METERS (23.0 FT) EAST-NORTHEAST OF THE CENTER WALKWAY STEPS
 FC1647'LEADING TO THE MAIN ENTRANCE OF THE CHURCH, 12.80 METERS (42.0 FT)
 FC1647'SOUTH-SOUTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN ENTRANCE OF THE
 FC1647'CHURCH, AND 1.22 METERS (4.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 FC1647'METAL WATER SEWER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2260 ***********************************************************************
 GA2260  DESIGNATION -  316
 GA2260  PID         -  GA2260
 GA2260  STATE/COUNTY-  TN/UNION
 GA2260  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2260
 GA2260                         *CURRENT SURVEY CONTROL
 GA2260  ___________________________________________________________________
 GA2260* NAD 83(1986)-  36 18 41.     (N)    083 45 11.     (W)     SCALED    
 GA2260* NAVD 88     -       370.517  (meters)    1215.60   (feet)  ADJUSTED  
 GA2260  ___________________________________________________________________
 GA2260  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2260  DYNAMIC HT  -         370.180 (meters)    1214.50  (feet)  COMP
 GA2260  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA2260
 GA2260  VERT ORDER  -  SECOND    CLASS 0
 GA2260
 GA2260.The horizontal coordinates were scaled from a topographic map and have
 GA2260.an estimated accuracy of +/- 6 seconds.
 GA2260
 GA2260.The orthometric height was determined by differential leveling
 GA2260.and adjusted by the National Geodetic Survey in June 1991..
 GA2260
 GA2260.The geoid height was determined by GEOID03.
 GA2260
 GA2260.The dynamic height is computed by dividing the NAVD 88
 GA2260.geopotential number by the normal gravity value computed on the
 GA2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2260.degrees latitude (g = 980.6199 gals.).
 GA2260
 GA2260.The modeled gravity was interpolated from observed gravity values.
 GA2260
 GA2260;                    North         East    Units  Estimated Accuracy
 GA2260;SPC TN       -   221,780.      801,770.      MT  (+/- 180 meters Scaled)
 GA2260
 GA2260                          SUPERSEDED SURVEY CONTROL
 GA2260
 GA2260  NGVD 29 (??/??/92)  370.596  (m)         1215.86   (f) ADJ UNCH    2 0
 GA2260
 GA2260.Superseded values are not recommended for survey control.
 GA2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2260.See file dsdata.txt to determine how the superseded data were derived.
 GA2260
 GA2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA528220(NAD 83)
 GA2260_MARKER: DD = SURVEY DISK
 GA2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2260_STAMPING: 316
 GA2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2260+STABILITY: SURFACE MOTION
 GA2260
 GA2260  HISTORY     - Date     Condition        Report By
 GA2260  HISTORY     - UNK      MONUMENTED       TNGS
 GA2260  HISTORY     - 1966     GOOD             TNGS
 GA2260
 GA2260                          STATION DESCRIPTION
 GA2260
 GA2260'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1966
 GA2260'0.2 MI E FROM ROSE HILL.
 GA2260'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEASTERLY ON STATE
 GA2260'ROUTE 33 FOR 5.0 MILES TO THE INTERSECTION OF HICKORY VALLEY
 GA2260'ROAD ON THE RIGHT AND THE MARK ON THE LEFT, AT KYLE HOUSTONS
 GA2260'STORE.  THE MARK IS 63 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2260'STATE ROUTE 33 AND 6 FEET NORTH OF THE NORTHEAST CORNER OF
 GA2260'THE STORE.  IT IS A U.S.C. AND G.S. AND STATE SURVEY DISK SET
 GA2260'IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT PROJECTING
 GA2260'12 INCHES ABOVE THE SURFACE AND THE DISK IS STAMPED 316.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2258 ***********************************************************************
 GA2258  DESIGNATION -  317
 GA2258  PID         -  GA2258
 GA2258  STATE/COUNTY-  TN/UNION
 GA2258  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2258
 GA2258                         *CURRENT SURVEY CONTROL
 GA2258  ___________________________________________________________________
 GA2258* NAD 83(1986)-  36 19 18.     (N)    083 42 53.     (W)     SCALED    
 GA2258* NAVD 88     -       336.286  (meters)    1103.30   (feet)  ADJUSTED  
 GA2258  ___________________________________________________________________
 GA2258  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2258  DYNAMIC HT  -         335.981 (meters)    1102.30  (feet)  COMP
 GA2258  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GA2258
 GA2258  VERT ORDER  -  SECOND    CLASS 0
 GA2258
 GA2258.The horizontal coordinates were scaled from a topographic map and have
 GA2258.an estimated accuracy of +/- 6 seconds.
 GA2258
 GA2258.The orthometric height was determined by differential leveling
 GA2258.and adjusted by the National Geodetic Survey in June 1991..
 GA2258
 GA2258.The geoid height was determined by GEOID03.
 GA2258
 GA2258.The dynamic height is computed by dividing the NAVD 88
 GA2258.geopotential number by the normal gravity value computed on the
 GA2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2258.degrees latitude (g = 980.6199 gals.).
 GA2258
 GA2258.The modeled gravity was interpolated from observed gravity values.
 GA2258
 GA2258;                    North         East    Units  Estimated Accuracy
 GA2258;SPC TN       -   223,000.      805,190.      MT  (+/- 180 meters Scaled)
 GA2258
 GA2258                          SUPERSEDED SURVEY CONTROL
 GA2258
 GA2258  NGVD 29 (??/??/92)  336.365  (m)         1103.56   (f) ADJ UNCH    2 0
 GA2258
 GA2258.Superseded values are not recommended for survey control.
 GA2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2258.See file dsdata.txt to determine how the superseded data were derived.
 GA2258
 GA2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA562230(NAD 83)
 GA2258_MARKER: DD = SURVEY DISK
 GA2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2258_STAMPING: 317
 GA2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2258+STABILITY: SURFACE MOTION
 GA2258
 GA2258  HISTORY     - Date     Condition        Report By
 GA2258  HISTORY     - UNK      MONUMENTED       TNGS
 GA2258  HISTORY     - 1950     GOOD             NGS
 GA2258  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2258
 GA2258                          STATION DESCRIPTION
 GA2258
 GA2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2258'2.5 MI E FROM ROSE HILL.
 GA2258'IN UNION COUNTY, 2.5 MILES EAST ALONG THE HICKORY VALLEY ROAD
 GA2258'FROM THE CHURCH AT ROSE HILL, UNION COUNTY, 10.9 MILES WEST OF
 GA2258'THE SOUTHERN RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY,
 GA2258'2.6 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 33, 0.2 MILE
 GA2258'EAST OF BROCK SCHOOL, 275 FEET SOUTH OF THE ROAD, AT THE JUNCTION
 GA2258'OF A SIDE ROAD OVER A SMALL BRANCH PARALLELING THE MAIN ROAD,
 GA2258'210 FEET SOUTH OF THE CENTER OF A SMALL WOODEN BRIDGE, 125 FEET
 GA2258'NORTHWEST OF A WHITE HOUSE, 80 FEET NORTH OF A 10-INCH WALNUT
 GA2258'TREE, NEAR THE JUNCTION OF A DIRT ROAD, AND 6 FEET WEST OF
 GA2258'THE THIRD POLE FROM THE JUNCTION.  A STATE SURVEY STANDARD
 GA2258'DISK, STAMPED 317 AND SET IN THE TOP OF A CONCRETE POST.
 GA2258
 GA2258                          STATION RECOVERY (1966)
 GA2258
 GA2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2257 ***********************************************************************
 GA2257  DESIGNATION -  318
 GA2257  PID         -  GA2257
 GA2257  STATE/COUNTY-  TN/UNION
 GA2257  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2257
 GA2257                         *CURRENT SURVEY CONTROL
 GA2257  ___________________________________________________________________
 GA2257* NAD 83(1986)-  36 19 37.     (N)    083 42 23.     (W)     SCALED    
 GA2257* NAVD 88     -       382.591  (meters)    1255.22   (feet)  ADJUSTED  
 GA2257  ___________________________________________________________________
 GA2257  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2257  DYNAMIC HT  -         382.246 (meters)    1254.09  (feet)  COMP
 GA2257  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2257
 GA2257  VERT ORDER  -  SECOND    CLASS 0
 GA2257
 GA2257.The horizontal coordinates were scaled from a topographic map and have
 GA2257.an estimated accuracy of +/- 6 seconds.
 GA2257
 GA2257.The orthometric height was determined by differential leveling
 GA2257.and adjusted by the National Geodetic Survey in June 1991..
 GA2257
 GA2257.The geoid height was determined by GEOID03.
 GA2257
 GA2257.The dynamic height is computed by dividing the NAVD 88
 GA2257.geopotential number by the normal gravity value computed on the
 GA2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2257.degrees latitude (g = 980.6199 gals.).
 GA2257
 GA2257.The modeled gravity was interpolated from observed gravity values.
 GA2257
 GA2257;                    North         East    Units  Estimated Accuracy
 GA2257;SPC TN       -   223,610.      805,920.      MT  (+/- 180 meters Scaled)
 GA2257
 GA2257                          SUPERSEDED SURVEY CONTROL
 GA2257
 GA2257  NGVD 29 (??/??/92)  382.672  (m)         1255.48   (f) ADJ UNCH    2 0
 GA2257
 GA2257.Superseded values are not recommended for survey control.
 GA2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2257.See file dsdata.txt to determine how the superseded data were derived.
 GA2257
 GA2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA570236(NAD 83)
 GA2257_MARKER: DD = SURVEY DISK
 GA2257_SETTING: 66 = SET IN ROCK OUTCROP
 GA2257_SP_SET: ROCK LEDGE
 GA2257_STAMPING: 318
 GA2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2257+STABILITY: POSITION/ELEVATION WELL
 GA2257
 GA2257  HISTORY     - Date     Condition        Report By
 GA2257  HISTORY     - UNK      MONUMENTED       TNGS
 GA2257  HISTORY     - 1950     GOOD             NGS
 GA2257
 GA2257                          STATION DESCRIPTION
 GA2257
 GA2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2257'3.2 MI E FROM ROSE HILL.
 GA2257'IN UNION COUNTY, 3.2 MILES EAST ALONG THE HICKORY VALLEY ROAD
 GA2257'FROM THE CHURCH AT ROSE HILL, UNION COUNTY, 10.2 MILES WEST
 GA2257'OF THE SOUTHERN RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE
 GA2257'COUNTY, 3.3 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 33,
 GA2257'0.9 MILE EAST OF BROCK SCHOOL, AT A DIVIDE, BETWEEN FLINT CREEK
 GA2257'AND A SMALL BRANCH FLOWING INTO DODSON CREEK, 260 FEET SOUTH
 GA2257'OF THE HIGHEST POINT OF THE ROAD, AT THE B. NICELY PROPERTY,
 GA2257'NEAR AN OLD TWO-STORY FRAMEHOUSE, 35 FEET WEST OF THE HOUSE,
 GA2257'20 FEET SOUTHWEST OF A DOUBLE APPLE TREE, AND IN THE TOP OF
 GA2257'A ROCK LEDGE.  A STATE SURVEY STANDARD DISK, STAMPED 318.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1089 ***********************************************************************
 FC1089  DESIGNATION -  318.1
 FC1089  PID         -  FC1089
 FC1089  STATE/COUNTY-  TN/HAMILTON
 FC1089  USGS QUAD   -  SODDY (1972)
 FC1089
 FC1089                         *CURRENT SURVEY CONTROL
 FC1089  ___________________________________________________________________
 FC1089* NAD 83(1986)-  35 16 31.     (N)    085 10 19.     (W)     SCALED    
 FC1089* NAVD 88     -       242.738  (meters)     796.38   (feet)  ADJUSTED  
 FC1089  ___________________________________________________________________
 FC1089  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1089  DYNAMIC HT  -         242.496 (meters)     795.59  (feet)  COMP
 FC1089  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 FC1089
 FC1089  VERT ORDER  -  FIRST     CLASS II
 FC1089
 FC1089.The horizontal coordinates were scaled from a topographic map and have
 FC1089.an estimated accuracy of +/- 6 seconds.
 FC1089
 FC1089.The orthometric height was determined by differential leveling
 FC1089.and adjusted by the National Geodetic Survey in June 1991..
 FC1089
 FC1089.The geoid height was determined by GEOID03.
 FC1089
 FC1089.The dynamic height is computed by dividing the NAVD 88
 FC1089.geopotential number by the normal gravity value computed on the
 FC1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1089.degrees latitude (g = 980.6199 gals.).
 FC1089
 FC1089.The modeled gravity was interpolated from observed gravity values.
 FC1089
 FC1089;                    North         East    Units  Estimated Accuracy
 FC1089;SPC TN       -   104,830.      675,340.      MT  (+/- 180 meters Scaled)
 FC1089
 FC1089                          SUPERSEDED SURVEY CONTROL
 FC1089
 FC1089  NGVD 29 (??/??/92)  242.781  (m)          796.52   (f) ADJ UNCH    1 2
 FC1089
 FC1089.Superseded values are not recommended for survey control.
 FC1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1089.See file dsdata.txt to determine how the superseded data were derived.
 FC1089
 FC1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE662051(NAD 83)
 FC1089_MARKER: Z = SEE DESCRIPTION
 FC1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1089_SP_SET: SIGNAL BASE
 FC1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1089
 FC1089  HISTORY     - Date     Condition        Report By
 FC1089  HISTORY     - UNK      MONUMENTED       SOURR
 FC1089  HISTORY     - 1950     GOOD             NGS
 FC1089  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 FC1089
 FC1089                          STATION DESCRIPTION
 FC1089
 FC1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1089'1 MI S FROM SODDY.
 FC1089'ABOUT 1.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM RATHBURN
 FC1089'STATION IN SODDY, ABOUT 0.1 MILE SOUTH OF A ROAD CROSSING,
 FC1089'THE TOP OF THE NORTHEAST CORNER OF SEMAPHORE SIGNAL BASE NO. 318.1,
 FC1089'6.8 FEET WEST OF THE WEST RAIL AND ABOUT 1/2 FOOT ABOVE THE TRACK.
 FC1089
 FC1089                          STATION RECOVERY (2006)
 FC1089
 FC1089'RECOVERY NOTE BY US POWER SQUADRON 2006 (DG)
 FC1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0397 ***********************************************************************
 FC0397  DESIGNATION -  3183
 FC0397  PID         -  FC0397
 FC0397  STATE/COUNTY-  TN/BRADLEY
 FC0397  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0397
 FC0397                         *CURRENT SURVEY CONTROL
 FC0397  ___________________________________________________________________
 FC0397* NAD 83(1986)-  35 13 52.     (N)    084 48 56.     (W)     SCALED    
 FC0397* NAVD 88     -       245.977  (meters)     807.01   (feet)  ADJUSTED  
 FC0397  ___________________________________________________________________
 FC0397  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0397  DYNAMIC HT  -         245.736 (meters)     806.22  (feet)  COMP
 FC0397  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 FC0397
 FC0397  VERT ORDER  -  FIRST     CLASS I
 FC0397
 FC0397.The horizontal coordinates were scaled from a topographic map and have
 FC0397.an estimated accuracy of +/- 6 seconds.
 FC0397
 FC0397.The orthometric height was determined by differential leveling
 FC0397.and adjusted by the National Geodetic Survey in June 1991..
 FC0397
 FC0397.The geoid height was determined by GEOID03.
 FC0397
 FC0397.The dynamic height is computed by dividing the NAVD 88
 FC0397.geopotential number by the normal gravity value computed on the
 FC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0397.degrees latitude (g = 980.6199 gals.).
 FC0397
 FC0397.The modeled gravity was interpolated from observed gravity values.
 FC0397
 FC0397;                    North         East    Units  Estimated Accuracy
 FC0397;SPC TN       -   100,260.      707,820.      MT  (+/- 180 meters Scaled)
 FC0397
 FC0397                          SUPERSEDED SURVEY CONTROL
 FC0397
 FC0397  NGVD 29 (??/??/92)  246.005  (m)          807.10   (f) ADJ UNCH    1 1
 FC0397
 FC0397.Superseded values are not recommended for survey control.
 FC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0397.See file dsdata.txt to determine how the superseded data were derived.
 FC0397
 FC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE987008(NAD 83)
 FC0397_MARKER: DB = BENCH MARK DISK
 FC0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0397_STAMPING: 3183
 FC0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0397+STABILITY: SURFACE MOTION
 FC0397
 FC0397  HISTORY     - Date     Condition        Report By
 FC0397  HISTORY     - UNK      MONUMENTED       TNGS
 FC0397  HISTORY     - 1968     GOOD             NGS
 FC0397  HISTORY     - 1983     GOOD             USPSQD
 FC0397
 FC0397                          STATION DESCRIPTION
 FC0397
 FC0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0397'6 MI NE FROM CLEVELAND.
 FC0397'ABOUT 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0397'COURTHOUSE AT CLEVELAND, ALSO MAY BE REACHED BY GOING ABOUT 4.9
 FC0397'MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE CHARLESTON SCHOOL
 FC0397'AT CHARLESTON, ON THE SOUTHEAST SLOPE OF A 4-FOOT HIGH BANK, 86
 FC0397'FEET NORTH OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 FC0397'SOUTHEAST TO A RED BRICK HOUSE, 29 FEET NORTHWEST OF THE CENTER
 FC0397'LINE OF THE HIGHWAY, 3.3 FEET SOUTHEAST OF THE SOUTHEAST LEG TO THE
 FC0397'GILMAN PAINT SIGN, 0.3 FOOT SOUTHEAST OF A METAL WITNESS POST,
 FC0397'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 FC0397'A CONCRETE POST PROJECTING 1.6 FEET ABOVE THE LEVEL OF THE GROUND.
 FC0397
 FC0397                          STATION RECOVERY (1983)
 FC0397
 FC0397'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0399 ***********************************************************************
 FC0399  DESIGNATION -  3186
 FC0399  PID         -  FC0399
 FC0399  STATE/COUNTY-  TN/BRADLEY
 FC0399  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0399
 FC0399                         *CURRENT SURVEY CONTROL
 FC0399  ___________________________________________________________________
 FC0399* NAD 83(1986)-  35 14 44.     (N)    084 48 01.     (W)     SCALED    
 FC0399* NAVD 88     -       230.091  (meters)     754.89   (feet)  ADJUSTED  
 FC0399  ___________________________________________________________________
 FC0399  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0399  DYNAMIC HT  -         229.865 (meters)     754.15  (feet)  COMP
 FC0399  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 FC0399
 FC0399  VERT ORDER  -  FIRST     CLASS I
 FC0399
 FC0399.The horizontal coordinates were scaled from a topographic map and have
 FC0399.an estimated accuracy of +/- 6 seconds.
 FC0399
 FC0399.The orthometric height was determined by differential leveling
 FC0399.and adjusted by the National Geodetic Survey in June 1991..
 FC0399
 FC0399.The geoid height was determined by GEOID03.
 FC0399
 FC0399.The dynamic height is computed by dividing the NAVD 88
 FC0399.geopotential number by the normal gravity value computed on the
 FC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0399.degrees latitude (g = 980.6199 gals.).
 FC0399
 FC0399.The modeled gravity was interpolated from observed gravity values.
 FC0399
 FC0399;                    North         East    Units  Estimated Accuracy
 FC0399;SPC TN       -   101,880.      709,190.      MT  (+/- 180 meters Scaled)
 FC0399
 FC0399                          SUPERSEDED SURVEY CONTROL
 FC0399
 FC0399  NGVD 29 (??/??/92)  230.120  (m)          754.99   (f) ADJ UNCH    1 1
 FC0399
 FC0399.Superseded values are not recommended for survey control.
 FC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0399.See file dsdata.txt to determine how the superseded data were derived.
 FC0399
 FC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE001024(NAD 83)
 FC0399_MARKER: DD = SURVEY DISK
 FC0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0399_STAMPING: 3186
 FC0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0399+STABILITY: SURFACE MOTION
 FC0399
 FC0399  HISTORY     - Date     Condition        Report By
 FC0399  HISTORY     - UNK      MONUMENTED       TNGS
 FC0399  HISTORY     - 1968     GOOD             NGS
 FC0399  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0399
 FC0399                          STATION DESCRIPTION
 FC0399
 FC0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0399'3.6 MI SW FROM CHARLESTON.
 FC0399'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE CHARLESTON
 FC0399'SCHOOL AT CHARLESTON, 46 FEET EAST OF THE CENTER OF THE JUNCTION
 FC0399'OF A GRAVELED ROAD LEADING SOUTHEAST, 20 FEET SOUTHEAST OF THE
 FC0399'CENTER LINE OF THE HIGHWAY, 37 1/2 FEET NORTH OF THE NORTHEAST END
 FC0399'OF A 24-INCH PIPE CULVERT UNDER THE ROAD AND IS ON THE SOUTHEAST
 FC0399'SLOPE OF THE SHOULDER OF THE HIGHWAY, 0.5 FOOT NORTH OF A METAL
 FC0399'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 FC0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 FC0399'LEVEL OF THE GROUND.
 FC0399
 FC0399                          STATION RECOVERY (1983)
 FC0399
 FC0399'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2256 ***********************************************************************
 GA2256  DESIGNATION -  319
 GA2256  PID         -  GA2256
 GA2256  STATE/COUNTY-  TN/UNION
 GA2256  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2256
 GA2256                         *CURRENT SURVEY CONTROL
 GA2256  ___________________________________________________________________
 GA2256* NAD 83(1986)-  36 20 06.     (N)    083 41 38.     (W)     SCALED    
 GA2256* NAVD 88     -       352.229  (meters)    1155.60   (feet)  ADJUSTED  
 GA2256  ___________________________________________________________________
 GA2256  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2256  DYNAMIC HT  -         351.912 (meters)    1154.56  (feet)  COMP
 GA2256  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GA2256
 GA2256  VERT ORDER  -  SECOND    CLASS 0
 GA2256
 GA2256.The horizontal coordinates were scaled from a topographic map and have
 GA2256.an estimated accuracy of +/- 6 seconds.
 GA2256
 GA2256.The orthometric height was determined by differential leveling
 GA2256.and adjusted by the National Geodetic Survey in June 1991..
 GA2256
 GA2256.The geoid height was determined by GEOID03.
 GA2256
 GA2256.The dynamic height is computed by dividing the NAVD 88
 GA2256.geopotential number by the normal gravity value computed on the
 GA2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2256.degrees latitude (g = 980.6199 gals.).
 GA2256
 GA2256.The modeled gravity was interpolated from observed gravity values.
 GA2256
 GA2256;                    North         East    Units  Estimated Accuracy
 GA2256;SPC TN       -   224,530.      807,020.      MT  (+/- 180 meters Scaled)
 GA2256
 GA2256                          SUPERSEDED SURVEY CONTROL
 GA2256
 GA2256  NGVD 29 (??/??/92)  352.311  (m)         1155.87   (f) ADJ UNCH    2 0
 GA2256
 GA2256.Superseded values are not recommended for survey control.
 GA2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2256.See file dsdata.txt to determine how the superseded data were derived.
 GA2256
 GA2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA582244(NAD 83)
 GA2256_MARKER: DD = SURVEY DISK
 GA2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2256_STAMPING: 319
 GA2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2256+STABILITY: SURFACE MOTION
 GA2256
 GA2256  HISTORY     - Date     Condition        Report By
 GA2256  HISTORY     - UNK      MONUMENTED       TNGS
 GA2256  HISTORY     - 1950     GOOD             NGS
 GA2256
 GA2256                          STATION DESCRIPTION
 GA2256
 GA2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2256'4.4 MI E FROM ROSE HILL.
 GA2256'IN UNION COUNTY, 4.4 MILES EAST ALONG THE HICKORY VALLEY ROAD
 GA2256'FROM THE CHURCH AT ROSE HILL, UNION COUNTY, 9.0 MILES WEST OF THE
 GA2256'SOUTHERN RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY,
 GA2256'4.5 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 33, 2.1
 GA2256'MILES EAST OF BROCK SCHOOL, 0.7 MILE EAST OF FLINT CREEK IN
 GA2256'A U-CURVE, 750 FEET NORTH OF A TENANT HOUSE ON THE OSCAR WALKER
 GA2256'PROPERTY, 600 FEET WEST OF THE TENNESSEE VALLEY AUTHORITY-OSCAR
 GA2256'WALKER PROPERTY LINE, 600 FEET SOUTHEAST OF A SMALL WOODEN BRIDGE
 GA2256'OVER FLINT CREEK, AT THE TOP OF A RIDGE SOUTH OF THE ROAD AND A
 GA2256'CREEK, OPPOSITE THE OSCAR WALKER WHITE HOUSE, 2 FEET EAST OF A
 GA2256'ROCK OUTCROP.  A STATE SURVEY STANDARD DISK, STAMPED 319 AND
 GA2256'SET IN THE TOP OF A CONCRETE POST.  STEEL POST WITH CONTROL-MARKER
 GA2256'SIGN SET 9.6 FEET NORTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0402 ***********************************************************************
 FC0402  DESIGNATION -  3191
 FC0402  PID         -  FC0402
 FC0402  STATE/COUNTY-  TN/BRADLEY
 FC0402  USGS QUAD   -  CHARLESTON (1980)
 FC0402
 FC0402                         *CURRENT SURVEY CONTROL
 FC0402  ___________________________________________________________________
 FC0402* NAD 83(1986)-  35 15 38.     (N)    084 46 40.     (W)     SCALED    
 FC0402* NAVD 88     -       255.336  (meters)     837.71   (feet)  ADJUSTED  
 FC0402  ___________________________________________________________________
 FC0402  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0402  DYNAMIC HT  -         255.086 (meters)     836.89  (feet)  COMP
 FC0402  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 FC0402
 FC0402  VERT ORDER  -  FIRST     CLASS I
 FC0402
 FC0402.The horizontal coordinates were scaled from a topographic map and have
 FC0402.an estimated accuracy of +/- 6 seconds.
 FC0402
 FC0402.The orthometric height was determined by differential leveling
 FC0402.and adjusted by the National Geodetic Survey in June 1991..
 FC0402
 FC0402.The geoid height was determined by GEOID03.
 FC0402
 FC0402.The dynamic height is computed by dividing the NAVD 88
 FC0402.geopotential number by the normal gravity value computed on the
 FC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0402.degrees latitude (g = 980.6199 gals.).
 FC0402
 FC0402.The modeled gravity was interpolated from observed gravity values.
 FC0402
 FC0402;                    North         East    Units  Estimated Accuracy
 FC0402;SPC TN       -   103,570.      711,220.      MT  (+/- 180 meters Scaled)
 FC0402
 FC0402                          SUPERSEDED SURVEY CONTROL
 FC0402
 FC0402  NGVD 29 (??/??/92)  255.368  (m)          837.82   (f) ADJ UNCH    1 1
 FC0402
 FC0402.Superseded values are not recommended for survey control.
 FC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0402.See file dsdata.txt to determine how the superseded data were derived.
 FC0402
 FC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021042(NAD 83)
 FC0402_MARKER: DD = SURVEY DISK
 FC0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0402_STAMPING: 3191
 FC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0402+STABILITY: SURFACE MOTION
 FC0402
 FC0402  HISTORY     - Date     Condition        Report By
 FC0402  HISTORY     - UNK      MONUMENTED       TNGS
 FC0402  HISTORY     - 1968     GOOD             NGS
 FC0402
 FC0402                          STATION DESCRIPTION
 FC0402
 FC0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0402'1.8 MI SW FROM CHARLESTON.
 FC0402'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0402'CHARLESTON SCHOOL AT CHARLESTON, ON TOP OF A CUT THAT IS ABOUT
 FC0402'125 YARDS LONG AND 15 FEET HIGH, 336 FEET SOUTHWEST OF THE CENTER
 FC0402'OF THE JUNCTION OF TASSO LANE, 122 FEET SOUTHEAST OF THE CENTER
 FC0402'LINE OF THE HIGHWAY, 99 FEET SOUTH OF THE EAST LEG OF A SIGN
 FC0402'(SHELL 8 MILES CHECK YOUR GAUGE), 84 1/2 FEET EAST OF THE SECOND
 FC0402'POWER POLE SOUTHWEST OF THE JUNCTION, 1.9 FEET WEST OF A METAL
 FC0402'WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 FC0402'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FC0402'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0403 ***********************************************************************
 FC0403  DESIGNATION -  3192
 FC0403  PID         -  FC0403
 FC0403  STATE/COUNTY-  TN/BRADLEY
 FC0403  USGS QUAD   -  CHARLESTON (1980)
 FC0403
 FC0403                         *CURRENT SURVEY CONTROL
 FC0403  ___________________________________________________________________
 FC0403* NAD 83(1986)-  35 15 53.     (N)    084 46 18.     (W)     SCALED    
 FC0403* NAVD 88     -       242.223  (meters)     794.69   (feet)  ADJUSTED  
 FC0403  ___________________________________________________________________
 FC0403  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0403  DYNAMIC HT  -         241.986 (meters)     793.92  (feet)  COMP
 FC0403  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 FC0403
 FC0403  VERT ORDER  -  FIRST     CLASS I
 FC0403
 FC0403.The horizontal coordinates were scaled from a topographic map and have
 FC0403.an estimated accuracy of +/- 6 seconds.
 FC0403
 FC0403.The orthometric height was determined by differential leveling
 FC0403.and adjusted by the National Geodetic Survey in June 1991..
 FC0403
 FC0403.The geoid height was determined by GEOID03.
 FC0403
 FC0403.The dynamic height is computed by dividing the NAVD 88
 FC0403.geopotential number by the normal gravity value computed on the
 FC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0403.degrees latitude (g = 980.6199 gals.).
 FC0403
 FC0403.The modeled gravity was interpolated from observed gravity values.
 FC0403
 FC0403;                    North         East    Units  Estimated Accuracy
 FC0403;SPC TN       -   104,040.      711,770.      MT  (+/- 180 meters Scaled)
 FC0403
 FC0403                          SUPERSEDED SURVEY CONTROL
 FC0403
 FC0403  NGVD 29 (??/??/92)  242.256  (m)          794.80   (f) ADJ UNCH    1 1
 FC0403
 FC0403.Superseded values are not recommended for survey control.
 FC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0403.See file dsdata.txt to determine how the superseded data were derived.
 FC0403
 FC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE026046(NAD 83)
 FC0403_MARKER: DD = SURVEY DISK
 FC0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0403_STAMPING: 3192
 FC0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0403+STABILITY: SURFACE MOTION
 FC0403
 FC0403  HISTORY     - Date     Condition        Report By
 FC0403  HISTORY     - UNK      MONUMENTED       TNGS
 FC0403  HISTORY     - 1968     GOOD             NGS
 FC0403
 FC0403                          STATION DESCRIPTION
 FC0403
 FC0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0403'1.4 MI SW FROM CHARLESTON.
 FC0403'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0403'CHARLESTON SCHOOL AT CHARLESTON, ABOUT 0.1 MILE NORTHEAST OF THE
 FC0403'JUNCTION OF A BLACKTOP ROAD LEADING SOUTHEAST, IN THE EDGE OF
 FC0403'A FIELD, ON TOP OF A SHORT 6-FOOT HIGH CUT, 231 FEET SOUTHWEST
 FC0403'OF THE WEST CORNER OF A SMALL SQUARE HOUSE WITH A POINTED METAL
 FC0403'ROOF, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32
 FC0403'FEET SOUTH OF A 5-INCH TREE THAT STANDS ON THE TOP EDGE OF THE
 FC0403'CUT, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE
 FC0403'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0403'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0405 ***********************************************************************
 FC0405  DESIGNATION -  3193
 FC0405  PID         -  FC0405
 FC0405  STATE/COUNTY-  TN/BRADLEY
 FC0405  USGS QUAD   -  CHARLESTON (1980)
 FC0405
 FC0405                         *CURRENT SURVEY CONTROL
 FC0405  ___________________________________________________________________
 FC0405* NAD 83(1986)-  35 16 14.     (N)    084 45 52.     (W)     SCALED    
 FC0405* NAVD 88     -       223.299  (meters)     732.61   (feet)  ADJUSTED  
 FC0405  ___________________________________________________________________
 FC0405  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0405  DYNAMIC HT  -         223.081 (meters)     731.89  (feet)  COMP
 FC0405  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0405
 FC0405  VERT ORDER  -  SECOND    CLASS 0
 FC0405
 FC0405.The horizontal coordinates were scaled from a topographic map and have
 FC0405.an estimated accuracy of +/- 6 seconds.
 FC0405
 FC0405.The orthometric height was determined by differential leveling
 FC0405.and adjusted by the National Geodetic Survey in June 1991..
 FC0405
 FC0405.The geoid height was determined by GEOID03.
 FC0405
 FC0405.The dynamic height is computed by dividing the NAVD 88
 FC0405.geopotential number by the normal gravity value computed on the
 FC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0405.degrees latitude (g = 980.6199 gals.).
 FC0405
 FC0405.The modeled gravity was interpolated from observed gravity values.
 FC0405
 FC0405;                    North         East    Units  Estimated Accuracy
 FC0405;SPC TN       -   104,700.      712,420.      MT  (+/- 180 meters Scaled)
 FC0405
 FC0405                          SUPERSEDED SURVEY CONTROL
 FC0405
 FC0405  NGVD 29 (??/??/92)  223.352  (m)          732.78   (f) ADJ UNCH    2 0
 FC0405
 FC0405.Superseded values are not recommended for survey control.
 FC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0405.See file dsdata.txt to determine how the superseded data were derived.
 FC0405
 FC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE033053(NAD 83)
 FC0405_MARKER: DD = SURVEY DISK
 FC0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0405_STAMPING: 3193
 FC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0405+STABILITY: SURFACE MOTION
 FC0405
 FC0405  HISTORY     - Date     Condition        Report By
 FC0405  HISTORY     - UNK      MONUMENTED       TNGS
 FC0405  HISTORY     - 1965     MARK NOT FOUND   NGS
 FC0405  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0405
 FC0405                          STATION DESCRIPTION
 FC0405
 FC0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0405'1.2 MI SW FROM CHARLESTON.
 FC0405'SEARCHED FOR AND NOT RECOVERED.  THE TRACKS HAVE BEEN RAISED
 FC0405'APPROXIMATELY TWO FEET IN THIS AREA, AND THE FARM ROAD CROSSING
 FC0405'HAS BEEN REBUILT AT THE SAME LOCATION.  1.2 MILES SOUTHWEST
 FC0405'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT CHARLESTON,
 FC0405'BRADLEY COUNTY, 4 RAILS SOUTH OF MILEPOST 202, 450 FEET EAST OF
 FC0405'A HIGHWAY AND THE EPPERSON FARM, 8 RAILS SOUTH OF A FARM-ROAD
 FC0405'CROSSING, 6.3 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE
 FC0405'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 3193 AND
 FC0405'SET IN THE TOP OF A CONCRETE POST.
 FC0405
 FC0405                          STATION RECOVERY (1968)
 FC0405
 FC0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0409 ***********************************************************************
 FC0409  DESIGNATION -  3194
 FC0409  PID         -  FC0409
 FC0409  STATE/COUNTY-  TN/BRADLEY
 FC0409  USGS QUAD   -  CHARLESTON (1980)
 FC0409
 FC0409                         *CURRENT SURVEY CONTROL
 FC0409  ___________________________________________________________________
 FC0409* NAD 83(1986)-  35 17 06.     (N)    084 45 17.     (W)     SCALED    
 FC0409* NAVD 88     -       216.988  (meters)     711.90   (feet)  ADJUSTED  
 FC0409  ___________________________________________________________________
 FC0409  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0409  DYNAMIC HT  -         216.776 (meters)     711.21  (feet)  COMP
 FC0409  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0409
 FC0409  VERT ORDER  -  SECOND    CLASS 0
 FC0409
 FC0409.The horizontal coordinates were scaled from a topographic map and have
 FC0409.an estimated accuracy of +/- 6 seconds.
 FC0409
 FC0409.The orthometric height was determined by differential leveling
 FC0409.and adjusted by the National Geodetic Survey in June 1991..
 FC0409
 FC0409.The geoid height was determined by GEOID03.
 FC0409
 FC0409.The dynamic height is computed by dividing the NAVD 88
 FC0409.geopotential number by the normal gravity value computed on the
 FC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0409.degrees latitude (g = 980.6199 gals.).
 FC0409
 FC0409.The modeled gravity was interpolated from observed gravity values.
 FC0409
 FC0409;                    North         East    Units  Estimated Accuracy
 FC0409;SPC TN       -   106,310.      713,280.      MT  (+/- 180 meters Scaled)
 FC0409
 FC0409                          SUPERSEDED SURVEY CONTROL
 FC0409
 FC0409  NGVD 29 (??/??/92)  217.044  (m)          712.09   (f) ADJ UNCH    2 0
 FC0409
 FC0409.Superseded values are not recommended for survey control.
 FC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0409.See file dsdata.txt to determine how the superseded data were derived.
 FC0409
 FC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE041069(NAD 83)
 FC0409_MARKER: DD = SURVEY DISK
 FC0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0409_STAMPING: 3194
 FC0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0409+STABILITY: SURFACE MOTION
 FC0409
 FC0409  HISTORY     - Date     Condition        Report By
 FC0409  HISTORY     - UNK      MONUMENTED       TNGS
 FC0409  HISTORY     - 1965     GOOD             NGS
 FC0409  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0409
 FC0409                          STATION DESCRIPTION
 FC0409
 FC0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0409'AT CHARLESTON.
 FC0409'AT CHARLESTON, BRADLEY COUNTY, 310 FEET SOUTH OF THE SOUTHERN
 FC0409'RAILWAY STATION, 15.5 FEET EAST OF THE EAST RAIL, AND ABOUT
 FC0409'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 FC0409'DISK, STAMPED 1394 AND SET IN THE TOP OF A CONCRETE POST.
 FC0409
 FC0409                          STATION RECOVERY (1968)
 FC0409
 FC0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3032 ***********************************************************************
 GA3032  DESIGNATION -  32 1
 GA3032  PID         -  GA3032
 GA3032  STATE/COUNTY-  TN/CLAIBORNE
 GA3032  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3032
 GA3032                         *CURRENT SURVEY CONTROL
 GA3032  ___________________________________________________________________
 GA3032* NAD 83(1986)-  36 34 53.     (N)    083 39 24.     (W)     SCALED    
 GA3032* NAVD 88     -       409.947  (meters)    1344.97   (feet)  ADJUSTED  
 GA3032  ___________________________________________________________________
 GA3032  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA3032  DYNAMIC HT  -         409.587 (meters)    1343.79  (feet)  COMP
 GA3032  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GA3032
 GA3032  VERT ORDER  -  SECOND    CLASS 0
 GA3032
 GA3032.The horizontal coordinates were scaled from a topographic map and have
 GA3032.an estimated accuracy of +/- 6 seconds.
 GA3032
 GA3032.The orthometric height was determined by differential leveling
 GA3032.and adjusted by the National Geodetic Survey in June 1991..
 GA3032
 GA3032.The geoid height was determined by GEOID03.
 GA3032
 GA3032.The dynamic height is computed by dividing the NAVD 88
 GA3032.geopotential number by the normal gravity value computed on the
 GA3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3032.degrees latitude (g = 980.6199 gals.).
 GA3032
 GA3032.The modeled gravity was interpolated from observed gravity values.
 GA3032
 GA3032;                    North         East    Units  Estimated Accuracy
 GA3032;SPC TN       -   251,940.      809,710.      MT  (+/- 180 meters Scaled)
 GA3032
 GA3032                          SUPERSEDED SURVEY CONTROL
 GA3032
 GA3032  NGVD 29 (??/??/92)  410.081  (m)         1345.41   (f) ADJ UNCH    2 0
 GA3032
 GA3032.Superseded values are not recommended for survey control.
 GA3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3032.See file dsdata.txt to determine how the superseded data were derived.
 GA3032
 GA3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA623517(NAD 83)
 GA3032_MARKER: DD = SURVEY DISK
 GA3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3032_STAMPING: 32-1 1963
 GA3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3032+STABILITY: SURFACE MOTION
 GA3032
 GA3032  HISTORY     - Date     Condition        Report By
 GA3032  HISTORY     - 1963     MONUMENTED       TNHD
 GA3032  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 GA3032
 GA3032                          STATION DESCRIPTION
 GA3032
 GA3032'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3032'1.8 MI S FROM CUMBERLAND GAP.
 GA3032'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3032'25E FOR 1.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA3032'ACROSS FROM THE ENTRANCE TO LINCOLN MEMORIAL UNIVERSITY, 18.6
 GA3032'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1 FOOT WEST OF
 GA3032'A POWER POLE, 30 FEET SOUTH OF A SIDE ROAD LEADING EAST AND 2
 GA3032'FEET SOUTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GA3032'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA3032'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA3032
 GA3032                          STATION RECOVERY (2005)
 GA3032
 GA3032'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GA3032'MARKER IS PRESUMED BURIED. ROUTE 25 IS NOW A 60 FOOT WIDE -FOUR LANE
 GA3032'HIGHWAY AT THIS SITE. THIS WOULD COVER THE SITE WITH THE EASTERY LANE
 GA3032'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2107 ***********************************************************************
 GA2107  DESIGNATION -  32 10
 GA2107  PID         -  GA2107
 GA2107  STATE/COUNTY-  TN/CLAIBORNE
 GA2107  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2107
 GA2107                         *CURRENT SURVEY CONTROL
 GA2107  ___________________________________________________________________
 GA2107* NAD 83(1986)-  36 24 03.     (N)    083 27 31.     (W)     SCALED    
 GA2107* NAVD 88     -       320.129  (meters)    1050.29   (feet)  ADJUSTED  
 GA2107  ___________________________________________________________________
 GA2107  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2107  DYNAMIC HT  -         319.842 (meters)    1049.35  (feet)  COMP
 GA2107  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GA2107
 GA2107  VERT ORDER  -  SECOND    CLASS 0
 GA2107
 GA2107.The horizontal coordinates were scaled from a topographic map and have
 GA2107.an estimated accuracy of +/- 6 seconds.
 GA2107
 GA2107.The orthometric height was determined by differential leveling
 GA2107.and adjusted by the National Geodetic Survey in June 1991..
 GA2107
 GA2107.The geoid height was determined by GEOID03.
 GA2107
 GA2107.The dynamic height is computed by dividing the NAVD 88
 GA2107.geopotential number by the normal gravity value computed on the
 GA2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2107.degrees latitude (g = 980.6199 gals.).
 GA2107
 GA2107.The modeled gravity was interpolated from observed gravity values.
 GA2107
 GA2107;                    North         East    Units  Estimated Accuracy
 GA2107;SPC TN       -   232,350.      827,950.      MT  (+/- 180 meters Scaled)
 GA2107
 GA2107                          SUPERSEDED SURVEY CONTROL
 GA2107
 GA2107  NGVD 29 (??/??/92)  320.251  (m)         1050.69   (f) ADJ UNCH    2 0
 GA2107
 GA2107.Superseded values are not recommended for survey control.
 GA2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2107.See file dsdata.txt to determine how the superseded data were derived.
 GA2107
 GA2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA795312(NAD 83)
 GA2107_MARKER: DD = SURVEY DISK
 GA2107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2107_SP_SET: BRIDGE
 GA2107_STAMPING: 32-10 1963
 GA2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2107
 GA2107  HISTORY     - Date     Condition        Report By
 GA2107  HISTORY     - 1963     MONUMENTED       TNGS
 GA2107
 GA2107                          STATION DESCRIPTION
 GA2107
 GA2107'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2107'4.3 MI SW FROM THORN HILL.
 GA2107'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST FOR 4.3 MILES
 GA2107'ON U.S. HIGHWAY 25E TO THE MARK ON THE LEFT.  THE MARK IS
 GA2107'CEMENTED IN A DRILLED HOLE 6 INCHES NORTHWEST FROM THE SOUTHEAST
 GA2107'END OF THE BRIDGE SPANNING CLINCH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3250 ***********************************************************************
 GA3250  DESIGNATION -  32 11 RESET
 GA3250  PID         -  GA3250
 GA3250  STATE/COUNTY-  TN/GRAINGER
 GA3250  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3250
 GA3250                         *CURRENT SURVEY CONTROL
 GA3250  ___________________________________________________________________
 GA3250* NAD 83(1986)-  36 22 36.     (N)    083 26 45.     (W)     SCALED    
 GA3250* NAVD 88     -       315.87   (meters)    1036.3    (feet)  RESET     
 GA3250  ___________________________________________________________________
 GA3250  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA3250
 GA3250  VERT ORDER  -  THIRD
 GA3250
 GA3250.The horizontal coordinates were scaled from a topographic map and have
 GA3250.an estimated accuracy of +/- 6 seconds.
 GA3250
 GA3250.The orthometric height was computed from unverified reset data.
 GA3250.No vertical observational check was made to the station.
 GA3250
 GA3250.The geoid height was determined by GEOID03.
 GA3250
 GA3250;                    North         East    Units  Estimated Accuracy
 GA3250;SPC TN       -   229,700.      829,170.      MT  (+/- 180 meters Scaled)
 GA3250
 GA3250                          SUPERSEDED SURVEY CONTROL
 GA3250
 GA3250  NGVD 29 (10/12/01)  315.99   (m)         1036.7    (f) RESET       3  
 GA3250
 GA3250.Superseded values are not recommended for survey control.
 GA3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3250.See file dsdata.txt to determine how the superseded data were derived.
 GA3250
 GA3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA805285(NAD 83)
 GA3250_MARKER: DB = BENCH MARK DISK
 GA3250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GA3250_SP_SET: ABUTMENT
 GA3250_STAMPING: 3211 TNHD RESET 1980
 GA3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3250+STABILITY: SURFACE MOTION
 GA3250
 GA3250  HISTORY     - Date     Condition        Report By
 GA3250  HISTORY     - 1980     MONUMENTED       NGS
 GA3250
 GA3250                          STATION DESCRIPTION
 GA3250
 GA3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3250'2.4 MI NW FROM THORN HILL.
 GA3250'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 25 EAST FROM THE POST OFFICE
 GA3250'IN THORN HILL, IN THE NORTHWEST ABUTMENT OF A LARGE CONCRETE BRIDGE,
 GA3250'46 FEET WEST OF THE CENTER OF THE BRIDGE, 23 FEET WEST OF THE
 GA3250'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND ABOUT 17
 GA3250'FEET LOWER THAN THE DECK OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2110 ***********************************************************************
 GA2110  DESIGNATION -  32 12
 GA2110  PID         -  GA2110
 GA2110  STATE/COUNTY-  TN/GRAINGER
 GA2110  USGS QUAD   -  AVONDALE (1979)
 GA2110
 GA2110                         *CURRENT SURVEY CONTROL
 GA2110  ___________________________________________________________________
 GA2110* NAD 83(1986)-  36 21 54.     (N)    083 26 01.     (W)     SCALED    
 GA2110* NAVD 88     -       362.341  (meters)    1188.78   (feet)  ADJUSTED  
 GA2110  ___________________________________________________________________
 GA2110  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2110  DYNAMIC HT  -         362.013 (meters)    1187.70  (feet)  COMP
 GA2110  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GA2110
 GA2110  VERT ORDER  -  SECOND    CLASS 0
 GA2110
 GA2110.The horizontal coordinates were scaled from a topographic map and have
 GA2110.an estimated accuracy of +/- 6 seconds.
 GA2110
 GA2110.The orthometric height was determined by differential leveling
 GA2110.and adjusted by the National Geodetic Survey in June 1991..
 GA2110
 GA2110.The geoid height was determined by GEOID03.
 GA2110
 GA2110.The dynamic height is computed by dividing the NAVD 88
 GA2110.geopotential number by the normal gravity value computed on the
 GA2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2110.degrees latitude (g = 980.6199 gals.).
 GA2110
 GA2110.The modeled gravity was interpolated from observed gravity values.
 GA2110
 GA2110;                    North         East    Units  Estimated Accuracy
 GA2110;SPC TN       -   228,440.      830,300.      MT  (+/- 180 meters Scaled)
 GA2110
 GA2110                          SUPERSEDED SURVEY CONTROL
 GA2110
 GA2110  NGVD 29 (??/??/92)  362.462  (m)         1189.18   (f) ADJ UNCH    2 0
 GA2110
 GA2110.Superseded values are not recommended for survey control.
 GA2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2110.See file dsdata.txt to determine how the superseded data were derived.
 GA2110
 GA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA816271(NAD 83)
 GA2110_MARKER: DD = SURVEY DISK
 GA2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2110_STAMPING: 32-12 1963
 GA2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2110+STABILITY: SURFACE MOTION
 GA2110
 GA2110  HISTORY     - Date     Condition        Report By
 GA2110  HISTORY     - 1963     MONUMENTED       TNGS
 GA2110
 GA2110                          STATION DESCRIPTION
 GA2110
 GA2110'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2110'1.3 MI NW FROM THORN HILL.
 GA2110'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2110'25E FOR 1.3 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2110'25 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E AND
 GA2110'83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 GA2110'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2110'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2110'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2114 ***********************************************************************
 GA2114  DESIGNATION -  32 13
 GA2114  PID         -  GA2114
 GA2114  STATE/COUNTY-  TN/GRAINGER
 GA2114  USGS QUAD   -  AVONDALE (1979)
 GA2114
 GA2114                         *CURRENT SURVEY CONTROL
 GA2114  ___________________________________________________________________
 GA2114* NAD 83(1986)-  36 21 12.     (N)    083 24 40.     (W)     SCALED    
 GA2114* NAVD 88     -       497.038  (meters)    1630.70   (feet)  ADJUSTED  
 GA2114  ___________________________________________________________________
 GA2114  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2114  DYNAMIC HT  -         496.579 (meters)    1629.19  (feet)  COMP
 GA2114  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 GA2114
 GA2114  VERT ORDER  -  SECOND    CLASS 0
 GA2114
 GA2114.The horizontal coordinates were scaled from a topographic map and have
 GA2114.an estimated accuracy of +/- 6 seconds.
 GA2114
 GA2114.The orthometric height was determined by differential leveling
 GA2114.and adjusted by the National Geodetic Survey in June 1991..
 GA2114
 GA2114.The geoid height was determined by GEOID03.
 GA2114
 GA2114.The dynamic height is computed by dividing the NAVD 88
 GA2114.geopotential number by the normal gravity value computed on the
 GA2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2114.degrees latitude (g = 980.6199 gals.).
 GA2114
 GA2114.The modeled gravity was interpolated from observed gravity values.
 GA2114
 GA2114;                    North         East    Units  Estimated Accuracy
 GA2114;SPC TN       -   227,190.      832,350.      MT  (+/- 180 meters Scaled)
 GA2114
 GA2114                          SUPERSEDED SURVEY CONTROL
 GA2114
 GA2114  NGVD 29 (??/??/92)  497.153  (m)         1631.08   (f) ADJ UNCH    2 0
 GA2114
 GA2114.Superseded values are not recommended for survey control.
 GA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2114.See file dsdata.txt to determine how the superseded data were derived.
 GA2114
 GA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA836258(NAD 83)
 GA2114_MARKER: DD = SURVEY DISK
 GA2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2114_STAMPING: 32-13 1963
 GA2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2114+STABILITY: SURFACE MOTION
 GA2114
 GA2114  HISTORY     - Date     Condition        Report By
 GA2114  HISTORY     - 1963     MONUMENTED       TNGS
 GA2114
 GA2114                          STATION DESCRIPTION
 GA2114
 GA2114'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2114'1 MI SW FROM THORN HILL.
 GA2114'FROM THE POST OFFICE IN THORN HILL, GO SOUTHWEST ON U.S. HIGHWAY
 GA2114'25E FOR 1 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2114'53.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E,
 GA2114'1.5 FEET SOUTHWEST OF A TELEPHONE POLE, 7 FEET SOUTH OF THE
 GA2114'CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF A WITNESS
 GA2114'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2114'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2114'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2116 ***********************************************************************
 GA2116  DESIGNATION -  32 14
 GA2116  PID         -  GA2116
 GA2116  STATE/COUNTY-  TN/GRAINGER
 GA2116  USGS QUAD   -  AVONDALE (1979)
 GA2116
 GA2116                         *CURRENT SURVEY CONTROL
 GA2116  ___________________________________________________________________
 GA2116* NAD 83(1986)-  36 21 05.     (N)    083 23 01.     (W)     SCALED    
 GA2116* NAVD 88     -       518.712  (meters)    1701.81   (feet)  ADJUSTED  
 GA2116  ___________________________________________________________________
 GA2116  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA2116  DYNAMIC HT  -         518.235 (meters)    1700.24  (feet)  COMP
 GA2116  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA2116
 GA2116  VERT ORDER  -  SECOND    CLASS 0
 GA2116
 GA2116.The horizontal coordinates were scaled from a topographic map and have
 GA2116.an estimated accuracy of +/- 6 seconds.
 GA2116
 GA2116.The orthometric height was determined by differential leveling
 GA2116.and adjusted by the National Geodetic Survey in June 1991..
 GA2116
 GA2116.The geoid height was determined by GEOID03.
 GA2116
 GA2116.The dynamic height is computed by dividing the NAVD 88
 GA2116.geopotential number by the normal gravity value computed on the
 GA2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2116.degrees latitude (g = 980.6199 gals.).
 GA2116
 GA2116.The modeled gravity was interpolated from observed gravity values.
 GA2116
 GA2116;                    North         East    Units  Estimated Accuracy
 GA2116;SPC TN       -   227,040.      834,820.      MT  (+/- 180 meters Scaled)
 GA2116
 GA2116                          SUPERSEDED SURVEY CONTROL
 GA2116
 GA2116  NGVD 29 (??/??/92)  518.832  (m)         1702.20   (f) ADJ UNCH    2 0
 GA2116
 GA2116.Superseded values are not recommended for survey control.
 GA2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2116.See file dsdata.txt to determine how the superseded data were derived.
 GA2116
 GA2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA861255(NAD 83)
 GA2116_MARKER: DD = SURVEY DISK
 GA2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2116_STAMPING: 32-14 1963
 GA2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2116+STABILITY: SURFACE MOTION
 GA2116
 GA2116  HISTORY     - Date     Condition        Report By
 GA2116  HISTORY     - 1963     MONUMENTED       TNGS
 GA2116
 GA2116                          STATION DESCRIPTION
 GA2116
 GA2116'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2116'3 MI SW FROM THORN HILL.
 GA2116'FROM THE POST OFFICE IN THORN HILL, GO SOUTHWEST ON U.S. HIGHWAY
 GA2116'25E FOR 3.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2116'17 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1 FOOT
 GA2116'NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A WITNESS SIGN.
 GA2116'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2116'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2116'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2120 ***********************************************************************
 GA2120  DESIGNATION -  32 15
 GA2120  PID         -  GA2120
 GA2120  STATE/COUNTY-  TN/GRAINGER
 GA2120  USGS QUAD   -  BEAN STATION (1976)
 GA2120
 GA2120                         *CURRENT SURVEY CONTROL
 GA2120  ___________________________________________________________________
 GA2120* NAD 83(1986)-  36 21 28.     (N)    083 21 11.     (W)     SCALED    
 GA2120* NAVD 88     -       367.150  (meters)    1204.56   (feet)  ADJUSTED  
 GA2120  ___________________________________________________________________
 GA2120  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA2120  DYNAMIC HT  -         366.817 (meters)    1203.47  (feet)  COMP
 GA2120  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 GA2120
 GA2120  VERT ORDER  -  SECOND    CLASS 0
 GA2120
 GA2120.The horizontal coordinates were scaled from a topographic map and have
 GA2120.an estimated accuracy of +/- 6 seconds.
 GA2120
 GA2120.The orthometric height was determined by differential leveling
 GA2120.and adjusted by the National Geodetic Survey in June 1991..
 GA2120
 GA2120.The geoid height was determined by GEOID03.
 GA2120
 GA2120.The dynamic height is computed by dividing the NAVD 88
 GA2120.geopotential number by the normal gravity value computed on the
 GA2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2120.degrees latitude (g = 980.6199 gals.).
 GA2120
 GA2120.The modeled gravity was interpolated from observed gravity values.
 GA2120
 GA2120;                    North         East    Units  Estimated Accuracy
 GA2120;SPC TN       -   227,830.      837,540.      MT  (+/- 180 meters Scaled)
 GA2120
 GA2120                          SUPERSEDED SURVEY CONTROL
 GA2120
 GA2120  NGVD 29 (??/??/92)  367.278  (m)         1204.98   (f) ADJ UNCH    2 0
 GA2120
 GA2120.Superseded values are not recommended for survey control.
 GA2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2120.See file dsdata.txt to determine how the superseded data were derived.
 GA2120
 GA2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA888262(NAD 83)
 GA2120_MARKER: DD = SURVEY DISK
 GA2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2120_STAMPING: 32-15 1963
 GA2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2120+STABILITY: SURFACE MOTION
 GA2120
 GA2120  HISTORY     - Date     Condition        Report By
 GA2120  HISTORY     - 1963     MONUMENTED       TNGS
 GA2120
 GA2120                          STATION DESCRIPTION
 GA2120
 GA2120'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2120'4.8 MI SW FROM THORN HILL.
 GA2120'FROM THE POST OFFICE IN THORN HILL, GO SOUTHWEST ON U.S. HIGHWAY
 GA2120'25E FOR 4.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2120'18 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1.5 FEET
 GA2120'WEST OF A ROADSIDE PARK SIGN AND 62 FEET WEST OF THE WEST END
 GA2120'OF A GUARD RAIL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2120'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA2120'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2121 ***********************************************************************
 GA2121  DESIGNATION -  32 16
 GA2121  PID         -  GA2121
 GA2121  STATE/COUNTY-  TN/GRAINGER
 GA2121  USGS QUAD   -  BEAN STATION (1976)
 GA2121
 GA2121                         *CURRENT SURVEY CONTROL
 GA2121  ___________________________________________________________________
 GA2121* NAD 83(1986)-  36 21 34.     (N)    083 20 14.     (W)     SCALED    
 GA2121* NAVD 88     -       336.547  (meters)    1104.15   (feet)  ADJUSTED  
 GA2121  ___________________________________________________________________
 GA2121  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA2121  DYNAMIC HT  -         336.242 (meters)    1103.15  (feet)  COMP
 GA2121  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 GA2121
 GA2121  VERT ORDER  -  SECOND    CLASS 0
 GA2121
 GA2121.The horizontal coordinates were scaled from a topographic map and have
 GA2121.an estimated accuracy of +/- 6 seconds.
 GA2121
 GA2121.The orthometric height was determined by differential leveling
 GA2121.and adjusted by the National Geodetic Survey in June 1991..
 GA2121
 GA2121.The geoid height was determined by GEOID03.
 GA2121
 GA2121.The dynamic height is computed by dividing the NAVD 88
 GA2121.geopotential number by the normal gravity value computed on the
 GA2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2121.degrees latitude (g = 980.6199 gals.).
 GA2121
 GA2121.The modeled gravity was interpolated from observed gravity values.
 GA2121
 GA2121;                    North         East    Units  Estimated Accuracy
 GA2121;SPC TN       -   228,050.      838,960.      MT  (+/- 180 meters Scaled)
 GA2121
 GA2121                          SUPERSEDED SURVEY CONTROL
 GA2121
 GA2121  NGVD 29 (??/??/92)  336.678  (m)         1104.58   (f) ADJ UNCH    2 0
 GA2121
 GA2121.Superseded values are not recommended for survey control.
 GA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2121.See file dsdata.txt to determine how the superseded data were derived.
 GA2121
 GA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA902263(NAD 83)
 GA2121_MARKER: DD = SURVEY DISK
 GA2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2121_STAMPING: 32-16 1963
 GA2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2121+STABILITY: SURFACE MOTION
 GA2121
 GA2121  HISTORY     - Date     Condition        Report By
 GA2121  HISTORY     - 1963     MONUMENTED       TNGS
 GA2121
 GA2121                          STATION DESCRIPTION
 GA2121
 GA2121'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2121'5.8 MI SW FROM THORN HILL.
 GA2121'FROM THE POST OFFICE IN THORN HILL GO SOUTHWEST ON U.S. HIGHWAY
 GA2121'25E FOR 5.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2121'AT A ROADSIDE PARK, 31 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 GA2121'HIGHWAY 25E, 1 FOOT SOUTHWEST OF A TELEPHONE POLE AND 15 FEET
 GA2121'SOUTH OF A 12-INCH PINE TREE.  THE MARK IS A STANDARD TENNESSEE
 GA2121'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GA2121'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2128 ***********************************************************************
 GA2128  DESIGNATION -  32 17
 GA2128  PID         -  GA2128
 GA2128  STATE/COUNTY-  TN/GRAINGER
 GA2128  USGS QUAD   -  BEAN STATION (1976)
 GA2128
 GA2128                         *CURRENT SURVEY CONTROL
 GA2128  ___________________________________________________________________
 GA2128* NAD 83(1986)-  36 20 50.     (N)    083 18 28.     (W)     SCALED    
 GA2128* NAVD 88     -       330.436  (meters)    1084.11   (feet)  ADJUSTED  
 GA2128  ___________________________________________________________________
 GA2128  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2128  DYNAMIC HT  -         330.138 (meters)    1083.13  (feet)  COMP
 GA2128  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 GA2128
 GA2128  VERT ORDER  -  SECOND    CLASS 0
 GA2128
 GA2128.The horizontal coordinates were scaled from a topographic map and have
 GA2128.an estimated accuracy of +/- 6 seconds.
 GA2128
 GA2128.The orthometric height was determined by differential leveling
 GA2128.and adjusted by the National Geodetic Survey in June 1991..
 GA2128
 GA2128.The geoid height was determined by GEOID03.
 GA2128
 GA2128.The dynamic height is computed by dividing the NAVD 88
 GA2128.geopotential number by the normal gravity value computed on the
 GA2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2128.degrees latitude (g = 980.6199 gals.).
 GA2128
 GA2128.The modeled gravity was interpolated from observed gravity values.
 GA2128
 GA2128;                    North         East    Units  Estimated Accuracy
 GA2128;SPC TN       -   226,770.      841,640.      MT  (+/- 180 meters Scaled)
 GA2128
 GA2128                          SUPERSEDED SURVEY CONTROL
 GA2128
 GA2128  NGVD 29 (??/??/92)  330.572  (m)         1084.55   (f) ADJ UNCH    2 0
 GA2128
 GA2128.Superseded values are not recommended for survey control.
 GA2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2128.See file dsdata.txt to determine how the superseded data were derived.
 GA2128
 GA2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929249(NAD 83)
 GA2128_MARKER: DD = SURVEY DISK
 GA2128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2128_SP_SET: CULVERT
 GA2128_STAMPING: 32-17 1963
 GA2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2128
 GA2128  HISTORY     - Date     Condition        Report By
 GA2128  HISTORY     - 1963     MONUMENTED       TNGS
 GA2128
 GA2128                          STATION DESCRIPTION
 GA2128
 GA2128'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2128'1.4 MI W FROM BEAN STATION.
 GA2128'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY 11W
 GA2128'FOR 1.4 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 43
 GA2128'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11W, 6 FEET NORTH
 GA2128'OF A TELEPHONE POLE, 45 FEET SOUTHWEST OF A 10-INCH CHERRY TREE
 GA2128'AND CEMENTED IN A DRILLED HOLE IN THE TOP OF THE SOUTH HEADWALL
 GA2128'AT THE WEST END OF A CONCRETE CULVERT, 4 FEET BELOW THE SURFACE
 GA2128'OF U.S. HIGHWAY 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2129 ***********************************************************************
 GA2129  DESIGNATION -  32 18
 GA2129  PID         -  GA2129
 GA2129  STATE/COUNTY-  TN/GRAINGER
 GA2129  USGS QUAD   -  BEAN STATION (1976)
 GA2129
 GA2129                         *CURRENT SURVEY CONTROL
 GA2129  ___________________________________________________________________
 GA2129* NAD 83(1986)-  36 20 43.     (N)    083 17 32.     (W)     SCALED    
 GA2129* NAVD 88     -       337.961  (meters)    1108.79   (feet)  ADJUSTED  
 GA2129  ___________________________________________________________________
 GA2129  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA2129  DYNAMIC HT  -         337.656 (meters)    1107.79  (feet)  COMP
 GA2129  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA2129
 GA2129  VERT ORDER  -  SECOND    CLASS 0
 GA2129
 GA2129.The horizontal coordinates were scaled from a topographic map and have
 GA2129.an estimated accuracy of +/- 6 seconds.
 GA2129
 GA2129.The orthometric height was determined by differential leveling
 GA2129.and adjusted by the National Geodetic Survey in June 1991..
 GA2129
 GA2129.The geoid height was determined by GEOID03.
 GA2129
 GA2129.The dynamic height is computed by dividing the NAVD 88
 GA2129.geopotential number by the normal gravity value computed on the
 GA2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2129.degrees latitude (g = 980.6199 gals.).
 GA2129
 GA2129.The modeled gravity was interpolated from observed gravity values.
 GA2129
 GA2129;                    North         East    Units  Estimated Accuracy
 GA2129;SPC TN       -   226,590.      843,040.      MT  (+/- 180 meters Scaled)
 GA2129
 GA2129                          SUPERSEDED SURVEY CONTROL
 GA2129
 GA2129  NGVD 29 (??/??/92)  338.099  (m)         1109.25   (f) ADJ UNCH    2 0
 GA2129
 GA2129.Superseded values are not recommended for survey control.
 GA2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2129.See file dsdata.txt to determine how the superseded data were derived.
 GA2129
 GA2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA942246(NAD 83)
 GA2129_MARKER: DD = SURVEY DISK
 GA2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2129_STAMPING: 32-18 1963
 GA2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2129+STABILITY: SURFACE MOTION
 GA2129
 GA2129  HISTORY     - Date     Condition        Report By
 GA2129  HISTORY     - 1963     MONUMENTED       TNGS
 GA2129
 GA2129                          STATION DESCRIPTION
 GA2129
 GA2129'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2129'0.5 MI W FROM BEAN STATION.
 GA2129'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY 11W
 GA2129'FOR 0.5 MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 51
 GA2129'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 11W, 34 FEET EAST
 GA2129'OF THE CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 2 FEET EAST OF
 GA2129'A TELEPHONE POLE AND 55 FEET WEST OF THE WEST CORNER OF A GUARD
 GA2129'RAIL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2129'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2129'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3037 ***********************************************************************
 GA3037  DESIGNATION -  32 2
 GA3037  PID         -  GA3037
 GA3037  STATE/COUNTY-  TN/CLAIBORNE
 GA3037  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3037
 GA3037                         *CURRENT SURVEY CONTROL
 GA3037  ___________________________________________________________________
 GA3037* NAD 83(1986)-  36 33 07.     (N)    083 38 36.     (W)     SCALED    
 GA3037* NAVD 88     -       425.667  (meters)    1396.54   (feet)  ADJUSTED  
 GA3037  ___________________________________________________________________
 GA3037  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GA3037  DYNAMIC HT  -         425.292 (meters)    1395.31  (feet)  COMP
 GA3037  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 GA3037
 GA3037  VERT ORDER  -  SECOND    CLASS 0
 GA3037
 GA3037.The horizontal coordinates were scaled from a topographic map and have
 GA3037.an estimated accuracy of +/- 6 seconds.
 GA3037
 GA3037.The orthometric height was determined by differential leveling
 GA3037.and adjusted by the National Geodetic Survey in June 1991..
 GA3037
 GA3037.The geoid height was determined by GEOID03.
 GA3037
 GA3037.The dynamic height is computed by dividing the NAVD 88
 GA3037.geopotential number by the normal gravity value computed on the
 GA3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3037.degrees latitude (g = 980.6199 gals.).
 GA3037
 GA3037.The modeled gravity was interpolated from observed gravity values.
 GA3037
 GA3037;                    North         East    Units  Estimated Accuracy
 GA3037;SPC TN       -   248,700.      810,980.      MT  (+/- 180 meters Scaled)
 GA3037
 GA3037                          SUPERSEDED SURVEY CONTROL
 GA3037
 GA3037  NGVD 29 (??/??/92)  425.796  (m)         1396.97   (f) ADJ UNCH    2 0
 GA3037
 GA3037.Superseded values are not recommended for survey control.
 GA3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3037.See file dsdata.txt to determine how the superseded data were derived.
 GA3037
 GA3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA634484(NAD 83)
 GA3037_MARKER: DD = SURVEY DISK
 GA3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3037_STAMPING: 32-2 1963
 GA3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3037+STABILITY: SURFACE MOTION
 GA3037
 GA3037  HISTORY     - Date     Condition        Report By
 GA3037  HISTORY     - 1963     MONUMENTED       TNHD
 GA3037
 GA3037                          STATION DESCRIPTION
 GA3037
 GA3037'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3037'4.1 MI S FROM CUMBERLAND GAP.
 GA3037'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3037'25E FOR 4.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA3037'24 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1 FOOT WEST
 GA3037'OF A FENCE, 4 FEET NORTHWEST OF A 10-INCH ELM TREE AND 2 FEET
 GA3037'NORTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA3037'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GA3037'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3041 ***********************************************************************
 GA3041  DESIGNATION -  32 3
 GA3041  PID         -  GA3041
 GA3041  STATE/COUNTY-  TN/CLAIBORNE
 GA3041  USGS QUAD   -  WHEELER (1978)
 GA3041
 GA3041                         *CURRENT SURVEY CONTROL
 GA3041  ___________________________________________________________________
 GA3041* NAD 83(1986)-  36 31 54.     (N)    083 37 08.     (W)     SCALED    
 GA3041* NAVD 88     -       390.030  (meters)    1279.62   (feet)  ADJUSTED  
 GA3041  ___________________________________________________________________
 GA3041  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA3041  DYNAMIC HT  -         389.682 (meters)    1278.48  (feet)  COMP
 GA3041  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GA3041
 GA3041  VERT ORDER  -  SECOND    CLASS 0
 GA3041
 GA3041.The horizontal coordinates were scaled from a topographic map and have
 GA3041.an estimated accuracy of +/- 6 seconds.
 GA3041
 GA3041.The orthometric height was determined by differential leveling
 GA3041.and adjusted by the National Geodetic Survey in June 1991..
 GA3041
 GA3041.The geoid height was determined by GEOID03.
 GA3041
 GA3041.The dynamic height is computed by dividing the NAVD 88
 GA3041.geopotential number by the normal gravity value computed on the
 GA3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3041.degrees latitude (g = 980.6199 gals.).
 GA3041
 GA3041.The modeled gravity was interpolated from observed gravity values.
 GA3041
 GA3041;                    North         East    Units  Estimated Accuracy
 GA3041;SPC TN       -   246,500.      813,220.      MT  (+/- 180 meters Scaled)
 GA3041
 GA3041                          SUPERSEDED SURVEY CONTROL
 GA3041
 GA3041  NGVD 29 (??/??/92)  390.151  (m)         1280.02   (f) ADJ UNCH    2 0
 GA3041
 GA3041.Superseded values are not recommended for survey control.
 GA3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3041.See file dsdata.txt to determine how the superseded data were derived.
 GA3041
 GA3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA655461(NAD 83)
 GA3041_MARKER: DD = SURVEY DISK
 GA3041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3041_SP_SET: CULVERT
 GA3041_STAMPING: 32-3 1963
 GA3041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3041
 GA3041  HISTORY     - Date     Condition        Report By
 GA3041  HISTORY     - 1963     MONUMENTED       TNHD
 GA3041
 GA3041                          STATION DESCRIPTION
 GA3041
 GA3041'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3041'6.2 MI S FROM CUMBERLAND GAP.
 GA3041'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3041'25E FOR 6.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA3041'30 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E AND IS CEMENTED
 GA3041'IN A DRILLED HOLE IN THE TOP OF THE WEST HEADWALL AT THE NORTH
 GA3041'END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3042 ***********************************************************************
 GA3042  DESIGNATION -  32 4
 GA3042  PID         -  GA3042
 GA3042  STATE/COUNTY-  TN/CLAIBORNE
 GA3042  USGS QUAD   -  WHEELER (1978)
 GA3042
 GA3042                         *CURRENT SURVEY CONTROL
 GA3042  ___________________________________________________________________
 GA3042* NAD 83(1986)-  36 31 14.     (N)    083 36 56.     (W)     SCALED    
 GA3042* NAVD 88     -       399.840  (meters)    1311.81   (feet)  ADJUSTED  
 GA3042  ___________________________________________________________________
 GA3042  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA3042  DYNAMIC HT  -         399.482 (meters)    1310.63  (feet)  COMP
 GA3042  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GA3042
 GA3042  VERT ORDER  -  SECOND    CLASS 0
 GA3042
 GA3042.The horizontal coordinates were scaled from a topographic map and have
 GA3042.an estimated accuracy of +/- 6 seconds.
 GA3042
 GA3042.The orthometric height was determined by differential leveling
 GA3042.and adjusted by the National Geodetic Survey in June 1991..
 GA3042
 GA3042.The geoid height was determined by GEOID03.
 GA3042
 GA3042.The dynamic height is computed by dividing the NAVD 88
 GA3042.geopotential number by the normal gravity value computed on the
 GA3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3042.degrees latitude (g = 980.6199 gals.).
 GA3042
 GA3042.The modeled gravity was interpolated from observed gravity values.
 GA3042
 GA3042;                    North         East    Units  Estimated Accuracy
 GA3042;SPC TN       -   245,280.      813,550.      MT  (+/- 180 meters Scaled)
 GA3042
 GA3042                          SUPERSEDED SURVEY CONTROL
 GA3042
 GA3042  NGVD 29 (??/??/92)  399.960  (m)         1312.20   (f) ADJ UNCH    2 0
 GA3042
 GA3042.Superseded values are not recommended for survey control.
 GA3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3042.See file dsdata.txt to determine how the superseded data were derived.
 GA3042
 GA3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA658448(NAD 83)
 GA3042_MARKER: DD = SURVEY DISK
 GA3042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3042_SP_SET: CULVERT
 GA3042_STAMPING: 32-4 1963
 GA3042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3042
 GA3042  HISTORY     - Date     Condition        Report By
 GA3042  HISTORY     - 1963     MONUMENTED       TNHD
 GA3042
 GA3042                          STATION DESCRIPTION
 GA3042
 GA3042'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3042'7 MI S FROM CUMBERLAND GAP.
 GA3042'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3042'25E FOR 7.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA3042'27 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E AND
 GA3042'IS CEMENTED IN A DRILLED HOLE IN THE TOP OF THE EAST HEADWALL
 GA3042'NEAR THE MIDDLE OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2590 ***********************************************************************
 GA2590  DESIGNATION -  32 5
 GA2590  PID         -  GA2590
 GA2590  STATE/COUNTY-  TN/CLAIBORNE
 GA2590  USGS QUAD   -  TAZEWELL (1971)
 GA2590
 GA2590                         *CURRENT SURVEY CONTROL
 GA2590  ___________________________________________________________________
 GA2590* NAD 83(1986)-  36 29 28.     (N)    083 35 28.     (W)     SCALED    
 GA2590* NAVD 88     -       476.167  (meters)    1562.22   (feet)  ADJUSTED  
 GA2590  ___________________________________________________________________
 GA2590  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2590  DYNAMIC HT  -         475.739 (meters)    1560.82  (feet)  COMP
 GA2590  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GA2590
 GA2590  VERT ORDER  -  SECOND    CLASS 0
 GA2590
 GA2590.The horizontal coordinates were scaled from a topographic map and have
 GA2590.an estimated accuracy of +/- 6 seconds.
 GA2590
 GA2590.The orthometric height was determined by differential leveling
 GA2590.and adjusted by the National Geodetic Survey in June 1991..
 GA2590
 GA2590.The geoid height was determined by GEOID03.
 GA2590
 GA2590.The dynamic height is computed by dividing the NAVD 88
 GA2590.geopotential number by the normal gravity value computed on the
 GA2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2590.degrees latitude (g = 980.6199 gals.).
 GA2590
 GA2590.The modeled gravity was interpolated from observed gravity values.
 GA2590
 GA2590;                    North         East    Units  Estimated Accuracy
 GA2590;SPC TN       -   242,070.      815,820.      MT  (+/- 180 meters Scaled)
 GA2590
 GA2590                          SUPERSEDED SURVEY CONTROL
 GA2590
 GA2590  NGVD 29 (??/??/92)  476.283  (m)         1562.61   (f) ADJ UNCH    2 0
 GA2590
 GA2590.Superseded values are not recommended for survey control.
 GA2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2590.See file dsdata.txt to determine how the superseded data were derived.
 GA2590
 GA2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA679415(NAD 83)
 GA2590_MARKER: DD = SURVEY DISK
 GA2590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2590_SP_SET: CULVERT
 GA2590_STAMPING: 32-5 1963
 GA2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2590
 GA2590  HISTORY     - Date     Condition        Report By
 GA2590  HISTORY     - 1963     MONUMENTED       TNHD
 GA2590
 GA2590                          STATION DESCRIPTION
 GA2590
 GA2590'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2590'3.1 MI N FROM TAZEWELL.
 GA2590'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON U.S. HIGHWAY 25E
 GA2590'FOR 3.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 23
 GA2590'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 21 FEET SOUTH
 GA2590'OF A SIDE ROAD LEADING WEST AND CEMENTED IN A DRILLED HOLE IN THE
 GA2590'TOP OF THE WEST HEADWALL AT THE EAST END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3254 ***********************************************************************
 GA3254  DESIGNATION -  32 6 RESET
 GA3254  PID         -  GA3254
 GA3254  STATE/COUNTY-  TN/CLAIBORNE
 GA3254  USGS QUAD   -  TAZEWELL (1971)
 GA3254
 GA3254                         *CURRENT SURVEY CONTROL
 GA3254  ___________________________________________________________________
 GA3254* NAD 83(1986)-  36 28 40.     (N)    083 35 01.     (W)     SCALED    
 GA3254* NAVD 88     -       496.69   (meters)    1629.6    (feet)  RESET     
 GA3254  ___________________________________________________________________
 GA3254  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3254
 GA3254  VERT ORDER  -  THIRD
 GA3254
 GA3254.The horizontal coordinates were scaled from a topographic map and have
 GA3254.an estimated accuracy of +/- 6 seconds.
 GA3254
 GA3254.The orthometric height was computed from unverified reset data.
 GA3254.No vertical observational check was made to the station.
 GA3254
 GA3254.The geoid height was determined by GEOID03.
 GA3254
 GA3254;                    North         East    Units  Estimated Accuracy
 GA3254;SPC TN       -   240,600.      816,530.      MT  (+/- 180 meters Scaled)
 GA3254
 GA3254                          SUPERSEDED SURVEY CONTROL
 GA3254
 GA3254  NGVD 29 (10/12/01)  496.80   (m)         1629.9    (f) RESET       3  
 GA3254
 GA3254.Superseded values are not recommended for survey control.
 GA3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3254.See file dsdata.txt to determine how the superseded data were derived.
 GA3254
 GA3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685400(NAD 83)
 GA3254_MARKER: DB = BENCH MARK DISK
 GA3254_SETTING: 0 = UNSPECIFIED SETTING
 GA3254_STAMPING: 32 6 RESET 1976
 GA3254_MARK LOGO: NGS   
 GA3254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3254
 GA3254  HISTORY     - Date     Condition        Report By
 GA3254  HISTORY     - 1976     MONUMENTED       NGS
 GA3254
 GA3254                          STATION DESCRIPTION
 GA3254
 GA3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3254'2.0 MI NORTH FROM TAZEWELL.
 GA3254'2.0 MILES NORTH ALONG U.S. HIGHWAY 25 EAST FROM ITS JUNCTION WITH
 GA3254'STATE HIGHWAY 33 IN TAZEWELL, 42 FEET NORTHEAST OF THE CENTERLINE
 GA3254'OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE CENTERLINE OF CAVE SPRINGS
 GA3254'ROAD, AND 94 FEET NORTHWEST OF THE CENTERLINE OF A PAVED CROSSOVER.
 GA3254'THE MARK IS 1 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2595 ***********************************************************************
 GA2595  DESIGNATION -  32 7
 GA2595  PID         -  GA2595
 GA2595  STATE/COUNTY-  TN/CLAIBORNE
 GA2595  USGS QUAD   -  TAZEWELL (1971)
 GA2595
 GA2595                         *CURRENT SURVEY CONTROL
 GA2595  ___________________________________________________________________
 GA2595* NAD 83(1986)-  36 28 02.     (N)    083 34 27.     (W)     SCALED    
 GA2595* NAVD 88     -       468.548  (meters)    1537.23   (feet)  ADJUSTED  
 GA2595  ___________________________________________________________________
 GA2595  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2595  DYNAMIC HT  -         468.123 (meters)    1535.83  (feet)  COMP
 GA2595  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2595
 GA2595  VERT ORDER  -  SECOND    CLASS 0
 GA2595
 GA2595.The horizontal coordinates were scaled from a topographic map and have
 GA2595.an estimated accuracy of +/- 6 seconds.
 GA2595
 GA2595.The orthometric height was determined by differential leveling
 GA2595.and adjusted by the National Geodetic Survey in June 1991..
 GA2595
 GA2595.The geoid height was determined by GEOID03.
 GA2595
 GA2595.The dynamic height is computed by dividing the NAVD 88
 GA2595.geopotential number by the normal gravity value computed on the
 GA2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2595.degrees latitude (g = 980.6199 gals.).
 GA2595
 GA2595.The modeled gravity was interpolated from observed gravity values.
 GA2595
 GA2595;                    North         East    Units  Estimated Accuracy
 GA2595;SPC TN       -   239,450.      817,400.      MT  (+/- 180 meters Scaled)
 GA2595
 GA2595                          SUPERSEDED SURVEY CONTROL
 GA2595
 GA2595  NGVD 29 (??/??/92)  468.658  (m)         1537.59   (f) ADJ UNCH    2 0
 GA2595
 GA2595.Superseded values are not recommended for survey control.
 GA2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2595.See file dsdata.txt to determine how the superseded data were derived.
 GA2595
 GA2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA693388(NAD 83)
 GA2595_MARKER: DD = SURVEY DISK
 GA2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2595_STAMPING: 32-7 1963
 GA2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2595+STABILITY: SURFACE MOTION
 GA2595
 GA2595  HISTORY     - Date     Condition        Report By
 GA2595  HISTORY     - 1963     MONUMENTED       TNHD
 GA2595
 GA2595                          STATION DESCRIPTION
 GA2595
 GA2595'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2595'1.1 MI N FROM TAZEWELL.
 GA2595'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON U.S. HIGHWAY 25E
 GA2595'FOR 1.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 48
 GA2595'FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E, 2 FEET
 GA2595'NORTH OF A POWER POLE, 33 FEET NORTH OF THE CENTERLINE OF DOGWOOD
 GA2595'HIGHTS ROAD AND 3 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 GA2595'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2595'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2609 ***********************************************************************
 GA2609  DESIGNATION -  32 8
 GA2609  PID         -  GA2609
 GA2609  STATE/COUNTY-  TN/CLAIBORNE
 GA2609  USGS QUAD   -  TAZEWELL (1971)
 GA2609
 GA2609                         *CURRENT SURVEY CONTROL
 GA2609  ___________________________________________________________________
 GA2609* NAD 83(1986)-  36 25 12.     (N)    083 31 07.     (W)     SCALED    
 GA2609* NAVD 88     -       327.127  (meters)    1073.25   (feet)  ADJUSTED  
 GA2609  ___________________________________________________________________
 GA2609  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2609  DYNAMIC HT  -         326.835 (meters)    1072.29  (feet)  COMP
 GA2609  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 GA2609
 GA2609  VERT ORDER  -  SECOND    CLASS 0
 GA2609
 GA2609.The horizontal coordinates were scaled from a topographic map and have
 GA2609.an estimated accuracy of +/- 6 seconds.
 GA2609
 GA2609.The orthometric height was determined by differential leveling
 GA2609.and adjusted by the National Geodetic Survey in June 1991..
 GA2609
 GA2609.The geoid height was determined by GEOID03.
 GA2609
 GA2609.The dynamic height is computed by dividing the NAVD 88
 GA2609.geopotential number by the normal gravity value computed on the
 GA2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2609.degrees latitude (g = 980.6199 gals.).
 GA2609
 GA2609.The modeled gravity was interpolated from observed gravity values.
 GA2609
 GA2609;                    North         East    Units  Estimated Accuracy
 GA2609;SPC TN       -   234,340.      822,520.      MT  (+/- 180 meters Scaled)
 GA2609
 GA2609                          SUPERSEDED SURVEY CONTROL
 GA2609
 GA2609  NGVD 29 (??/??/92)  327.247  (m)         1073.64   (f) ADJ UNCH    2 0
 GA2609
 GA2609.Superseded values are not recommended for survey control.
 GA2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2609.See file dsdata.txt to determine how the superseded data were derived.
 GA2609
 GA2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA741334(NAD 83)
 GA2609_MARKER: DD = SURVEY DISK
 GA2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2609_STAMPING: 32-8 1963
 GA2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2609+STABILITY: SURFACE MOTION
 GA2609
 GA2609  HISTORY     - Date     Condition        Report By
 GA2609  HISTORY     - 1963     MONUMENTED       TNHD
 GA2609
 GA2609                          STATION DESCRIPTION
 GA2609
 GA2609'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2609'4.8 MI S FROM TAZEWELL.
 GA2609'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON MAIN STREET FOR
 GA2609'0.1 MILE TO MONTGOMERY STREET.  TURN RIGHT AND GO 0.1 MILE TO U.S.
 GA2609'HIGHWAY 25E.  TURN RIGHT AND GO SOUTH FOR 4.6 MILES TO THE MARK ON
 GA2609'THE RIGHT.  THE MARK IS LOCATED 47 FEET WEST OF THE CENTERLINE
 GA2609'OF U.S. HIGHWAY 25E, 42 FEET SOUTH OF THE CENTERLINE OF A
 GA2609'DRIVEWAY AND 46 FEET NORTH OF A 10-INCH TREE.  THE MARK IS A
 GA2609'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2609'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2106 ***********************************************************************
 GA2106  DESIGNATION -  32 9
 GA2106  PID         -  GA2106
 GA2106  STATE/COUNTY-  TN/CLAIBORNE
 GA2106  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2106
 GA2106                         *CURRENT SURVEY CONTROL
 GA2106  ___________________________________________________________________
 GA2106* NAD 83(1986)-  36 24 25.     (N)    083 28 13.     (W)     SCALED    
 GA2106* NAVD 88     -       339.576  (meters)    1114.09   (feet)  ADJUSTED  
 GA2106  ___________________________________________________________________
 GA2106  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA2106  DYNAMIC HT  -         339.272 (meters)    1113.09  (feet)  COMP
 GA2106  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GA2106
 GA2106  VERT ORDER  -  SECOND    CLASS 0
 GA2106
 GA2106.The horizontal coordinates were scaled from a topographic map and have
 GA2106.an estimated accuracy of +/- 6 seconds.
 GA2106
 GA2106.The orthometric height was determined by differential leveling
 GA2106.and adjusted by the National Geodetic Survey in June 1991..
 GA2106
 GA2106.The geoid height was determined by GEOID03.
 GA2106
 GA2106.The dynamic height is computed by dividing the NAVD 88
 GA2106.geopotential number by the normal gravity value computed on the
 GA2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2106.degrees latitude (g = 980.6199 gals.).
 GA2106
 GA2106.The modeled gravity was interpolated from observed gravity values.
 GA2106
 GA2106;                    North         East    Units  Estimated Accuracy
 GA2106;SPC TN       -   233,000.      826,890.      MT  (+/- 180 meters Scaled)
 GA2106
 GA2106                          SUPERSEDED SURVEY CONTROL
 GA2106
 GA2106  NGVD 29 (??/??/92)  339.696  (m)         1114.49   (f) ADJ UNCH    2 0
 GA2106
 GA2106.Superseded values are not recommended for survey control.
 GA2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2106.See file dsdata.txt to determine how the superseded data were derived.
 GA2106
 GA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA784319(NAD 83)
 GA2106_MARKER: DD = SURVEY DISK
 GA2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2106_STAMPING: 32-9 1963
 GA2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2106+STABILITY: SURFACE MOTION
 GA2106
 GA2106  HISTORY     - Date     Condition        Report By
 GA2106  HISTORY     - 1963     MONUMENTED       TNGS
 GA2106
 GA2106                          STATION DESCRIPTION
 GA2106
 GA2106'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2106'8 MI S FROM TAZEWELL.
 GA2106'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON MAIN STREET FOR
 GA2106'0.1 MILE TO MONTGOMERY STREET.  TURN RIGHT AND GO 0.1 MILE
 GA2106'TO U.S. HIGHWAY 25E.  TURN RIGHT AND GO SOUTH FOR 7.8 MILES
 GA2106'TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 24 FEET SOUTH
 GA2106'OF THE CENTERLINE OF U.S. HIGHWAY 25E AND 1 FOOT NORTH OF A
 GA2106'TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2106'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA2106'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0954 ***********************************************************************
 FE0954  DESIGNATION -  32 WSM
 FE0954  PID         -  FE0954
 FE0954  STATE/COUNTY-  TN/LAUDERDALE
 FE0954  USGS QUAD   -  FOWLKES (1983)
 FE0954
 FE0954                         *CURRENT SURVEY CONTROL
 FE0954  ___________________________________________________________________
 FE0954* NAD 83(1986)-  35 52 42.     (N)    089 24 16.     (W)     SCALED    
 FE0954* NAVD 88     -       101.950  (meters)     334.48   (feet)  ADJUSTED  
 FE0954  ___________________________________________________________________
 FE0954  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0954  DYNAMIC HT  -         101.863 (meters)     334.20  (feet)  COMP
 FE0954  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 FE0954
 FE0954  VERT ORDER  -  FIRST     CLASS I
 FE0954
 FE0954.The horizontal coordinates were scaled from a topographic map and have
 FE0954.an estimated accuracy of +/- 6 seconds.
 FE0954
 FE0954.The orthometric height was determined by differential leveling
 FE0954.and adjusted by the National Geodetic Survey in June 1991..
 FE0954
 FE0954.The geoid height was determined by GEOID03.
 FE0954
 FE0954.The dynamic height is computed by dividing the NAVD 88
 FE0954.geopotential number by the normal gravity value computed on the
 FE0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0954.degrees latitude (g = 980.6199 gals.).
 FE0954
 FE0954.The modeled gravity was interpolated from observed gravity values.
 FE0954
 FE0954;                    North         East    Units  Estimated Accuracy
 FE0954;SPC TN       -   176,760.      292,650.      MT  (+/- 180 meters Scaled)
 FE0954
 FE0954                          SUPERSEDED SURVEY CONTROL
 FE0954
 FE0954  NGVD 29 (??/??/??)  101.893  (m)          334.29   (f) ADJUSTED    1 1
 FE0954
 FE0954.Superseded values are not recommended for survey control.
 FE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0954.See file dsdata.txt to determine how the superseded data were derived.
 FE0954
 FE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE829731(NAD 83)
 FE0954_MARKER: DD = SURVEY DISK
 FE0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0954_SP_SET: CONCRETE BLEACHERS
 FE0954_STAMPING: 32WSM USGS 335 1951
 FE0954_MARK LOGO: USGS  
 FE0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0954+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0954
 FE0954  HISTORY     - Date     Condition        Report By
 FE0954  HISTORY     - 1951     MONUMENTED       USGS
 FE0954  HISTORY     - 1974     GOOD             NGS
 FE0954  HISTORY     - 20000101 GOOD             NGS
 FE0954  HISTORY     - 20020804 GOOD             USACE
 FE0954
 FE0954                          STATION DESCRIPTION
 FE0954
 FE0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0954'AT HALLS.
 FE0954'AT HALLS, 0.5 MILE WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0954'BAPTIST CHURCH, SET IN THE SOUTHWEST CORNER OF THE WEST CONCRETE
 FE0954'BLEACHERS ON THE WEST SIDE OF THE FOOTBALL FIELD OF THE HALLS
 FE0954'HIGH SCHOOL, 147.1 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 FE0954'88, 14 FEET EAST OF THE CENTER LINE OF THE WEST DRIVE LEADING
 FE0954'NORTH TO THE SCHOOL, 13.6 FEET WEST OF A LIGHT POLE WITH 4 LIGHTS
 FE0954'AND A GUY WIRE, 1 FOOT ABOVE DRIVE.
 FE0954
 FE0954                          STATION RECOVERY (2000)
 FE0954
 FE0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 FE0954'GOOD CONDITION.
 FE0954
 FE0954                          STATION RECOVERY (2002)
 FE0954
 FE0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1092 ***********************************************************************
 FC1092  DESIGNATION -  3227
 FC1092  PID         -  FC1092
 FC1092  STATE/COUNTY-  TN/HAMILTON
 FC1092  USGS QUAD   -  DAISY (1976)
 FC1092
 FC1092                         *CURRENT SURVEY CONTROL
 FC1092  ___________________________________________________________________
 FC1092* NAD 83(1986)-  35 14 55.     (N)    085 11 07.     (W)     SCALED    
 FC1092* NAVD 88     -       223.535  (meters)     733.38   (feet)  ADJUSTED  
 FC1092  ___________________________________________________________________
 FC1092  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1092  DYNAMIC HT  -         223.313 (meters)     732.65  (feet)  COMP
 FC1092  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FC1092
 FC1092  VERT ORDER  -  FIRST     CLASS II
 FC1092
 FC1092.The horizontal coordinates were scaled from a topographic map and have
 FC1092.an estimated accuracy of +/- 6 seconds.
 FC1092
 FC1092.The orthometric height was determined by differential leveling
 FC1092.and adjusted by the National Geodetic Survey in June 1991..
 FC1092
 FC1092.The geoid height was determined by GEOID03.
 FC1092
 FC1092.The dynamic height is computed by dividing the NAVD 88
 FC1092.geopotential number by the normal gravity value computed on the
 FC1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1092.degrees latitude (g = 980.6199 gals.).
 FC1092
 FC1092.The modeled gravity was interpolated from observed gravity values.
 FC1092
 FC1092;                    North         East    Units  Estimated Accuracy
 FC1092;SPC TN       -   101,860.      674,150.      MT  (+/- 180 meters Scaled)
 FC1092
 FC1092                          SUPERSEDED SURVEY CONTROL
 FC1092
 FC1092  NGVD 29 (??/??/92)  223.580  (m)          733.53   (f) ADJ UNCH    1 2
 FC1092
 FC1092.Superseded values are not recommended for survey control.
 FC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1092.See file dsdata.txt to determine how the superseded data were derived.
 FC1092
 FC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE651021(NAD 83)
 FC1092_MARKER: DD = SURVEY DISK
 FC1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1092_STAMPING: 3227
 FC1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1092+STABILITY: SURFACE MOTION
 FC1092
 FC1092  HISTORY     - Date     Condition        Report By
 FC1092  HISTORY     - UNK      MONUMENTED       TNGS
 FC1092  HISTORY     - 1950     GOOD             NGS
 FC1092
 FC1092                          STATION DESCRIPTION
 FC1092
 FC1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1092'1 MI NE FROM DAISY.
 FC1092'ABOUT 0.95 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1092'STATION AT DAISY, THENCE ABOUT 0.1 MILE NORTHWEST ALONG A DIM
 FC1092'STREET, AT THE JUNCTION OF OLD DAYTON PIKE AND A DIM ROAD EAST
 FC1092'TO A HOUSE, 315 FEET NORTHEAST OF THE NORTHEAST END OF THE
 FC1092'SOUTHEAST HEAD WALL OF A 20-FOOT CONCRETE BRIDGE UNDER U.S.
 FC1092'HIGHWAY 27, 45 FEET WEST OF THE WEST CORNER OF A WHITE FRAME
 FC1092'HOUSE, 48 YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF DAISY BAPTIST
 FC1092'CHURCH, 20 FEET SOUTHEAST OF THE CENTER LINE OF OLD DAYTON PIKE,
 FC1092'13 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD EAST, 7 FEET
 FC1092'EAST OF POWER POLE NO. DA 2036, ABOUT LEVEL WITH THE ROAD AND
 FC1092'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1081 ***********************************************************************
 FC1081  DESIGNATION -  3242
 FC1081  PID         -  FC1081
 FC1081  STATE/COUNTY-  TN/HAMILTON
 FC1081  USGS QUAD   -  SODDY (1972)
 FC1081
 FC1081                         *CURRENT SURVEY CONTROL
 FC1081  ___________________________________________________________________
 FC1081* NAD 83(1986)-  35 20 56.     (N)    085 07 34.     (W)     SCALED    
 FC1081* NAVD 88     -       224.407  (meters)     736.24   (feet)  ADJUSTED  
 FC1081  ___________________________________________________________________
 FC1081  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1081  DYNAMIC HT  -         224.188 (meters)     735.52  (feet)  COMP
 FC1081  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 FC1081
 FC1081  VERT ORDER  -  FIRST     CLASS II
 FC1081
 FC1081.The horizontal coordinates were scaled from a topographic map and have
 FC1081.an estimated accuracy of +/- 6 seconds.
 FC1081
 FC1081.The orthometric height was determined by differential leveling
 FC1081.and adjusted by the National Geodetic Survey in June 1991..
 FC1081
 FC1081.The geoid height was determined by GEOID03.
 FC1081
 FC1081.The dynamic height is computed by dividing the NAVD 88
 FC1081.geopotential number by the normal gravity value computed on the
 FC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1081.degrees latitude (g = 980.6199 gals.).
 FC1081
 FC1081.The modeled gravity was interpolated from observed gravity values.
 FC1081
 FC1081;                    North         East    Units  Estimated Accuracy
 FC1081;SPC TN       -   113,030.      679,430.      MT  (+/- 180 meters Scaled)
 FC1081
 FC1081                          SUPERSEDED SURVEY CONTROL
 FC1081
 FC1081  NGVD 29 (??/??/92)  224.460  (m)          736.42   (f) ADJ UNCH    1 2
 FC1081
 FC1081.Superseded values are not recommended for survey control.
 FC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1081.See file dsdata.txt to determine how the superseded data were derived.
 FC1081
 FC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE702133(NAD 83)
 FC1081_MARKER: DD = SURVEY DISK
 FC1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1081_STAMPING: 3242
 FC1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1081+STABILITY: SURFACE MOTION
 FC1081
 FC1081  HISTORY     - Date     Condition        Report By
 FC1081  HISTORY     - UNK      MONUMENTED       TNGS
 FC1081  HISTORY     - 1950     GOOD             NGS
 FC1081
 FC1081                          STATION DESCRIPTION
 FC1081
 FC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1081'2.4 MI S FROM SALE CREEK.
 FC1081'ABOUT 2.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1081'AT SALE CREEK, ABOUT 0.5 MILE NORTHEAST OF THE STATION AT
 FC1081'BAKEWELL, ABOUT 0.1 MILE NORTH OF A PRIVATE ROAD CROSSING,
 FC1081'44 1/2 FEET SOUTHEAST AND ACROSS A SIDE TRACK FROM THE SOUTHEAST
 FC1081'RAIL OF THE MAIN TRACK, 31 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FC1081'OF SIDE TRACK, 20 FEET NORTHEAST OF POWER POLE NO. RURAL 73-C,
 FC1081'16 FEET SOUTH OF A TELEPHONE POLE, 3.3 FEET NORTHWEST OF A FENCE
 FC1081'LINE, ABOUT 10 RAILS NORTHEAST OF THE NORTHEAST END OF A TANGENT
 FC1081'THAT EXTENDS SOUTHWEST TO BAKEWELL, 3 FEET WEST OF A T.V.A.
 FC1081'STEEL WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE
 FC1081'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1080 ***********************************************************************
 FC1080  DESIGNATION -  3245
 FC1080  PID         -  FC1080
 FC1080  STATE/COUNTY-  TN/HAMILTON
 FC1080  USGS QUAD   -  GRASSHOPPER CREEK (1972)
 FC1080
 FC1080                         *CURRENT SURVEY CONTROL
 FC1080  ___________________________________________________________________
 FC1080* NAD 83(1986)-  35 21 43.     (N)    085 07 13.     (W)     SCALED    
 FC1080* NAVD 88     -       235.325  (meters)     772.06   (feet)  ADJUSTED  
 FC1080  ___________________________________________________________________
 FC1080  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1080  DYNAMIC HT  -         235.097 (meters)     771.31  (feet)  COMP
 FC1080  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1080
 FC1080  VERT ORDER  -  FIRST     CLASS II
 FC1080
 FC1080.The horizontal coordinates were scaled from a topographic map and have
 FC1080.an estimated accuracy of +/- 6 seconds.
 FC1080
 FC1080.The orthometric height was determined by differential leveling
 FC1080.and adjusted by the National Geodetic Survey in June 1991..
 FC1080
 FC1080.The geoid height was determined by GEOID03.
 FC1080
 FC1080.The dynamic height is computed by dividing the NAVD 88
 FC1080.geopotential number by the normal gravity value computed on the
 FC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1080.degrees latitude (g = 980.6199 gals.).
 FC1080
 FC1080.The modeled gravity was interpolated from observed gravity values.
 FC1080
 FC1080;                    North         East    Units  Estimated Accuracy
 FC1080;SPC TN       -   114,480.      679,950.      MT  (+/- 180 meters Scaled)
 FC1080
 FC1080                          SUPERSEDED SURVEY CONTROL
 FC1080
 FC1080  NGVD 29 (??/??/92)  235.379  (m)          772.24   (f) ADJ UNCH    1 2
 FC1080
 FC1080.Superseded values are not recommended for survey control.
 FC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1080.See file dsdata.txt to determine how the superseded data were derived.
 FC1080
 FC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE707148(NAD 83)
 FC1080_MARKER: DD = SURVEY DISK
 FC1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1080_STAMPING: 3245
 FC1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1080+STABILITY: SURFACE MOTION
 FC1080
 FC1080  HISTORY     - Date     Condition        Report By
 FC1080  HISTORY     - UNK      MONUMENTED       TNGS
 FC1080  HISTORY     - 1950     GOOD             NGS
 FC1080
 FC1080                          STATION DESCRIPTION
 FC1080
 FC1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1080'1.4 MI SW FROM SALE CREEK.
 FC1080'ABOUT 1.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1080'STATION AT SALE CREEK, AT A PRIVATE ROAD CROSSING, 63 FEET SOUTH
 FC1080'OF THE CENTER OF THE CROSSING, 21 1/2 FEET SOUTHEAST OF THE
 FC1080'SOUTHEAST RAIL, 25 FEET NORTHWEST OF A FENCE LINE, 5 FEET
 FC1080'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 3 1/2 FEET
 FC1080'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1080'2 INCHES.  NOTE-- MARK HAS BEEN STRUCK BY SOME MACHINE AND IS
 FC1080'LEANING NORTHEAST.  ROD HELD ON SOUTHWEST EDGE OF DISK WHICH
 FC1080'IS THE HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1079 ***********************************************************************
 FC1079  DESIGNATION -  3246
 FC1079  PID         -  FC1079
 FC1079  STATE/COUNTY-  TN/HAMILTON
 FC1079  USGS QUAD   -  GRASSHOPPER CREEK (1972)
 FC1079
 FC1079                         *CURRENT SURVEY CONTROL
 FC1079  ___________________________________________________________________
 FC1079* NAD 83(1986)-  35 21 54.     (N)    085 07 14.     (W)     SCALED    
 FC1079* NAVD 88     -       241.741  (meters)     793.11   (feet)  ADJUSTED  
 FC1079  ___________________________________________________________________
 FC1079  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1079  DYNAMIC HT  -         241.507 (meters)     792.34  (feet)  COMP
 FC1079  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 FC1079
 FC1079  VERT ORDER  -  FIRST     CLASS II
 FC1079
 FC1079.The horizontal coordinates were scaled from a topographic map and have
 FC1079.an estimated accuracy of +/- 6 seconds.
 FC1079
 FC1079.The orthometric height was determined by differential leveling
 FC1079.and adjusted by the National Geodetic Survey in June 1991..
 FC1079
 FC1079.The geoid height was determined by GEOID03.
 FC1079
 FC1079.The dynamic height is computed by dividing the NAVD 88
 FC1079.geopotential number by the normal gravity value computed on the
 FC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1079.degrees latitude (g = 980.6199 gals.).
 FC1079
 FC1079.The modeled gravity was interpolated from observed gravity values.
 FC1079
 FC1079;                    North         East    Units  Estimated Accuracy
 FC1079;SPC TN       -   114,820.      679,920.      MT  (+/- 180 meters Scaled)
 FC1079
 FC1079                          SUPERSEDED SURVEY CONTROL
 FC1079
 FC1079  NGVD 29 (??/??/92)  241.795  (m)          793.29   (f) ADJ UNCH    1 2
 FC1079
 FC1079.Superseded values are not recommended for survey control.
 FC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1079.See file dsdata.txt to determine how the superseded data were derived.
 FC1079
 FC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE707151(NAD 83)
 FC1079_MARKER: DD = SURVEY DISK
 FC1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1079_STAMPING: 3245
 FC1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1079+STABILITY: SURFACE MOTION
 FC1079
 FC1079  HISTORY     - Date     Condition        Report By
 FC1079  HISTORY     - UNK      MONUMENTED       TNGS
 FC1079  HISTORY     - 1950     GOOD             NGS
 FC1079
 FC1079                          STATION DESCRIPTION
 FC1079
 FC1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1079'1.2 MI S FROM SALE CREEK.
 FC1079'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1079'AT SALE CREEK, ON THE OUTSIDE OF THE FIRST CURVE SOUTH OF SALE
 FC1079'CREEK, ON TOP OF BANK OF A RAILROAD CUT, ABOUT 0.2 MILE SOUTH OF
 FC1079'A PRIVATE ROAD CROSSING, 206 FEET SOUTH OF A POINT WHERE ROAD
 FC1079'TURNS WEST AWAY FROM TRACK, 110 FEET NORTH-NORTHWEST OF MILE POST
 FC1079'311, 41 FEET WEST OF THE WEST RAIL, 8 FEET EAST OF A FENCE LINE,
 FC1079'3 1/2 FEET SOUTH OF A T.V.A. STEEL WITNESS POST, 15 FEET ABOVE
 FC1079'THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1079'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1074 ***********************************************************************
 FC1074  DESIGNATION -  3255A
 FC1074  PID         -  FC1074
 FC1074  STATE/COUNTY-  TN/HAMILTON
 FC1074  USGS QUAD   -  GRAYSVILLE (1990)
 FC1074
 FC1074                         *CURRENT SURVEY CONTROL
 FC1074  ___________________________________________________________________
 FC1074* NAD 83(1986)-  35 24 29.     (N)    085 06 17.     (W)     SCALED    
 FC1074* NAVD 88     -       212.773  (meters)     698.07   (feet)  ADJUSTED  
 FC1074  ___________________________________________________________________
 FC1074  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1074  DYNAMIC HT  -         212.566 (meters)     697.39  (feet)  COMP
 FC1074  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FC1074
 FC1074  VERT ORDER  -  FIRST     CLASS II
 FC1074
 FC1074.The horizontal coordinates were scaled from a topographic map and have
 FC1074.an estimated accuracy of +/- 6 seconds.
 FC1074
 FC1074.The orthometric height was determined by differential leveling
 FC1074.and adjusted by the National Geodetic Survey in June 1991..
 FC1074
 FC1074.The geoid height was determined by GEOID03.
 FC1074
 FC1074.The dynamic height is computed by dividing the NAVD 88
 FC1074.geopotential number by the normal gravity value computed on the
 FC1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1074.degrees latitude (g = 980.6199 gals.).
 FC1074
 FC1074.The modeled gravity was interpolated from observed gravity values.
 FC1074
 FC1074;                    North         East    Units  Estimated Accuracy
 FC1074;SPC TN       -   119,610.      681,320.      MT  (+/- 180 meters Scaled)
 FC1074
 FC1074                          SUPERSEDED SURVEY CONTROL
 FC1074
 FC1074  NGVD 29 (??/??/92)  212.831  (m)          698.26   (f) ADJ UNCH    1 2
 FC1074
 FC1074.Superseded values are not recommended for survey control.
 FC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1074.See file dsdata.txt to determine how the superseded data were derived.
 FC1074
 FC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE720199(NAD 83)
 FC1074_MARKER: DD = SURVEY DISK
 FC1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1074_STAMPING: 3255 A
 FC1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1074+STABILITY: SURFACE MOTION
 FC1074
 FC1074  HISTORY     - Date     Condition        Report By
 FC1074  HISTORY     - UNK      MONUMENTED       TNGS
 FC1074  HISTORY     - 1950     GOOD             NGS
 FC1074
 FC1074                          STATION DESCRIPTION
 FC1074
 FC1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1074'1.8 MI N FROM SALE CREEK.
 FC1074'ABOUT 1.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1074'STATION AT SALE CREEK, ABOUT 0.4 MILE SOUTH OF THE STATION SIGN
 FC1074'AT COULTERVILLE, 14 1/2 RAILS SOUTH OF A PRIVATE ROAD CROSSING,
 FC1074'6 1/2 RAILS NORTH OF A 4-FOOT STONE CULVERT, 49 1/2 FEET NORTHWEST
 FC1074'OF TELEPHONE POLE NO. 9594, 28 1/2 FEET EAST AND ACROSS A SIDE
 FC1074'TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 14.3 FEET EAST OF THE
 FC1074'EAST RAIL OF A SIDE TRACK, 20 1/2 FEET WEST OF A FENCE LINE,
 FC1074'14 FEET NORTHWEST OF A POLE, ABOUT 3 FEET BELOW THE TRACK AND
 FC1074'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1073 ***********************************************************************
 FC1073  DESIGNATION -  3256A
 FC1073  PID         -  FC1073
 FC1073  STATE/COUNTY-  TN/HAMILTON
 FC1073  USGS QUAD   -  GRAYSVILLE (1990)
 FC1073
 FC1073                         *CURRENT SURVEY CONTROL
 FC1073  ___________________________________________________________________
 FC1073* NAD 83(1986)-  35 24 53.     (N)    085 06 15.     (W)     SCALED    
 FC1073* NAVD 88     -       213.664  (meters)     701.00   (feet)  ADJUSTED  
 FC1073  ___________________________________________________________________
 FC1073  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1073  DYNAMIC HT  -         213.455 (meters)     700.31  (feet)  COMP
 FC1073  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 FC1073
 FC1073  VERT ORDER  -  FIRST     CLASS II
 FC1073
 FC1073.The horizontal coordinates were scaled from a topographic map and have
 FC1073.an estimated accuracy of +/- 6 seconds.
 FC1073
 FC1073.The orthometric height was determined by differential leveling
 FC1073.and adjusted by the National Geodetic Survey in June 1991..
 FC1073
 FC1073.The geoid height was determined by GEOID03.
 FC1073
 FC1073.The dynamic height is computed by dividing the NAVD 88
 FC1073.geopotential number by the normal gravity value computed on the
 FC1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1073.degrees latitude (g = 980.6199 gals.).
 FC1073
 FC1073.The modeled gravity was interpolated from observed gravity values.
 FC1073
 FC1073;                    North         East    Units  Estimated Accuracy
 FC1073;SPC TN       -   120,350.      681,360.      MT  (+/- 180 meters Scaled)
 FC1073
 FC1073                          SUPERSEDED SURVEY CONTROL
 FC1073
 FC1073  NGVD 29 (??/??/92)  213.722  (m)          701.19   (f) ADJ UNCH    1 2
 FC1073
 FC1073.Superseded values are not recommended for survey control.
 FC1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1073.See file dsdata.txt to determine how the superseded data were derived.
 FC1073
 FC1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE721206(NAD 83)
 FC1073_MARKER: DD = SURVEY DISK
 FC1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1073_STAMPING: 3256A
 FC1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1073+STABILITY: SURFACE MOTION
 FC1073
 FC1073  HISTORY     - Date     Condition        Report By
 FC1073  HISTORY     - UNK      MONUMENTED       TNGS
 FC1073  HISTORY     - 1950     GOOD             NGS
 FC1073
 FC1073                          STATION DESCRIPTION
 FC1073
 FC1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1073'2.4 MI N FROM SALE CREEK.
 FC1073'ABOUT 2.35 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1073'STATION AT SALE CREEK, ABOUT 0.1 MILE NORTH OF THE STATION SIGN
 FC1073'AT COULTERVILLE, ABOUT 0.1 MILE SOUTH OF THE NORTH END OF A
 FC1073'SWITCH AND SEMAPHORE NO. 307/4, ON THE OUTSIDE OF A CURVE IN
 FC1073'TRACK WITH TANGENTS SOUTH AND NORTHEAST, 45 FEET WEST OF THE
 FC1073'WEST RAIL OF THE MAIN TRACK, 2 FEET EAST OF A FENCE LINE, 3 FEET
 FC1073'EAST OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 FC1073'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 FC1073'NOTE-- MARK IS ABOUT 2.4 MILES SOUTHWEST OF THE STATION AT
 FC1073'GRAYSVILLE, RHEA COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1100 ***********************************************************************
 FC1100  DESIGNATION -  326.0
 FC1100  PID         -  FC1100
 FC1100  STATE/COUNTY-  TN/HAMILTON
 FC1100  USGS QUAD   -  DAISY (1976)
 FC1100
 FC1100                         *CURRENT SURVEY CONTROL
 FC1100  ___________________________________________________________________
 FC1100* NAD 83(1986)-  35 10 45.     (N)    085 14 13.     (W)     SCALED    
 FC1100* NAVD 88     -       208.430  (meters)     683.82   (feet)  ADJUSTED  
 FC1100  ___________________________________________________________________
 FC1100  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1100  DYNAMIC HT  -         208.223 (meters)     683.14  (feet)  COMP
 FC1100  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1100
 FC1100  VERT ORDER  -  FIRST     CLASS II
 FC1100
 FC1100.The horizontal coordinates were scaled from a topographic map and have
 FC1100.an estimated accuracy of +/- 6 seconds.
 FC1100
 FC1100.The orthometric height was determined by differential leveling
 FC1100.and adjusted by the National Geodetic Survey in June 1991..
 FC1100
 FC1100.The geoid height was determined by GEOID03.
 FC1100
 FC1100.The dynamic height is computed by dividing the NAVD 88
 FC1100.geopotential number by the normal gravity value computed on the
 FC1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1100.degrees latitude (g = 980.6199 gals.).
 FC1100
 FC1100.The modeled gravity was interpolated from observed gravity values.
 FC1100
 FC1100;                    North         East    Units  Estimated Accuracy
 FC1100;SPC TN       -    94,120.      669,510.      MT  (+/- 180 meters Scaled)
 FC1100
 FC1100                          SUPERSEDED SURVEY CONTROL
 FC1100
 FC1100  NGVD 29 (??/??/92)  208.474  (m)          683.97   (f) ADJ UNCH    1 2
 FC1100
 FC1100.Superseded values are not recommended for survey control.
 FC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1100.See file dsdata.txt to determine how the superseded data were derived.
 FC1100
 FC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD605943(NAD 83)
 FC1100_MARKER: Z = SEE DESCRIPTION
 FC1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1100_SP_SET: BRIDGE
 FC1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1100
 FC1100  HISTORY     - Date     Condition        Report By
 FC1100  HISTORY     - UNK      MONUMENTED       SOURR
 FC1100  HISTORY     - 1950     GOOD             NGS
 FC1100  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1100
 FC1100                          STATION DESCRIPTION
 FC1100
 FC1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1100'2.7 MI N FROM HIXON.
 FC1100'ABOUT 2.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1100'STATION AT HIXON, AT RAILWAY BRIDGE NO. 326.0 OVER NORTH
 FC1100'CHICKAMAUGA CREEK, A CHISELED POINT ON THE TOP OF THE NORTHEAST
 FC1100'CORNER OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE,
 FC1100'6 1/2 FEET EAST OF THE EAST RAIL.
 FC1100
 FC1100                          STATION RECOVERY (2000)
 FC1100
 FC1100'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0705 ***********************************************************************
 FC0705  DESIGNATION -  3281A
 FC0705  PID         -  FC0705
 FC0705  STATE/COUNTY-  TN/RHEA
 FC0705  USGS QUAD   -  EVENSVILLE (1990)
 FC0705
 FC0705                         *CURRENT SURVEY CONTROL
 FC0705  ___________________________________________________________________
 FC0705* NAD 83(1986)-  35 31 19.     (N)    084 59 56.     (W)     SCALED    
 FC0705* NAVD 88     -       218.332  (meters)     716.31   (feet)  ADJUSTED  
 FC0705  ___________________________________________________________________
 FC0705  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC0705  DYNAMIC HT  -         218.125 (meters)     715.63  (feet)  COMP
 FC0705  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FC0705
 FC0705  VERT ORDER  -  FIRST     CLASS II
 FC0705
 FC0705.The horizontal coordinates were scaled from a topographic map and have
 FC0705.an estimated accuracy of +/- 6 seconds.
 FC0705
 FC0705.The orthometric height was determined by differential leveling
 FC0705.and adjusted by the National Geodetic Survey in June 1991..
 FC0705
 FC0705.The geoid height was determined by GEOID03.
 FC0705
 FC0705.The dynamic height is computed by dividing the NAVD 88
 FC0705.geopotential number by the normal gravity value computed on the
 FC0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0705.degrees latitude (g = 980.6199 gals.).
 FC0705
 FC0705.The modeled gravity was interpolated from observed gravity values.
 FC0705
 FC0705;                    North         East    Units  Estimated Accuracy
 FC0705;SPC TN       -   132,340.      690,800.      MT  (+/- 180 meters Scaled)
 FC0705
 FC0705                          SUPERSEDED SURVEY CONTROL
 FC0705
 FC0705  NGVD 29 (??/??/92)  218.410  (m)          716.57   (f) ADJ UNCH    1 2
 FC0705
 FC0705.Superseded values are not recommended for survey control.
 FC0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0705.See file dsdata.txt to determine how the superseded data were derived.
 FC0705
 FC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE814327(NAD 83)
 FC0705_MARKER: DD = SURVEY DISK
 FC0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0705_STAMPING: 3281 A
 FC0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0705+STABILITY: SURFACE MOTION
 FC0705
 FC0705  HISTORY     - Date     Condition        Report By
 FC0705  HISTORY     - UNK      MONUMENTED       TNGS
 FC0705  HISTORY     - 1950     GOOD             NGS
 FC0705
 FC0705                          STATION DESCRIPTION
 FC0705
 FC0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0705'2.2 MI NE FROM DAYTON.
 FC0705'2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0705'AT DAYTON, 76 YARDS NORTHEAST OF A 24-INCH PIPE CULVERT UNDER
 FC0705'THE TRACK, 110 YARDS SOUTHWEST OF A STONE BOX CULVERT, 36 YARDS
 FC0705'NORTHEAST OF THE SOUTHWEST END OF A CUT, ON THE TOP OF THE CUT,
 FC0705'40.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.5 FEET NORTHWEST
 FC0705'OF A FENCE LINE, 114.5 FEET EAST AND ACROSS THE TRACK FROM A
 FC0705'WHISTLE POST, 30 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 FC0705'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 5 FEET ABOVE THE
 FC0705'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0460 ***********************************************************************
 GA0460  DESIGNATION -  329
 GA0460  PID         -  GA0460
 GA0460  STATE/COUNTY-  TN/CARTER
 GA0460  USGS QUAD   -  ELIZABETHTON (1968)
 GA0460
 GA0460                         *CURRENT SURVEY CONTROL
 GA0460  ___________________________________________________________________
 GA0460* NAD 83(1986)-  36 15 36.     (N)    082 12 43.     (W)     SCALED    
 GA0460* NAVD 88     -       673.12   (+/-2cm)    2208.4    (feet)  VERTCON   
 GA0460  ___________________________________________________________________
 GA0460  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0460
 GA0460  VERT ORDER  -  ? (See Below)
 GA0460
 GA0460.The horizontal coordinates were scaled from a topographic map and have
 GA0460.an estimated accuracy of +/- 6 seconds.
 GA0460
 GA0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0460.The vertical order pertains to the NGVD 29 superseded value.
 GA0460
 GA0460.The geoid height was determined by GEOID03.
 GA0460
 GA0460;                    North         East    Units  Estimated Accuracy
 GA0460;SPC TN       -   220,350.      940,330.      MT  (+/- 180 meters Scaled)
 GA0460
 GA0460                          SUPERSEDED SURVEY CONTROL
 GA0460
 GA0460  NGVD 29 (??/??/92)  673.247  (m)         2208.81   (f) ADJ UNCH    ?  
 GA0460
 GA0460.Superseded values are not recommended for survey control.
 GA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0460.See file dsdata.txt to determine how the superseded data were derived.
 GA0460
 GA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA911134(NAD 83)
 GA0460_MARKER: DD = SURVEY DISK
 GA0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0460_STAMPING: 329 1926
 GA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0460+STABILITY: SURFACE MOTION
 GA0460
 GA0460  HISTORY     - Date     Condition        Report By
 GA0460  HISTORY     - 1926     MONUMENTED       USDA
 GA0460  HISTORY     - 1935     GOOD             NGS
 GA0460  HISTORY     - 1959     POOR             TVA
 GA0460
 GA0460                          STATION DESCRIPTION
 GA0460
 GA0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0460'1.8 MI S FROM HAMPTON.
 GA0460'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0460'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0460'COUNTY, 1.2 MILES WEST ALONG THE GAP CREEK ROAD, 25 YARDS WEST
 GA0460'OF A CULVERT AND A CURVE TO THE NORTHWEST, 5 YARDS NORTH OF THE
 GA0460'CENTERLINE OF THE ROAD, 20 YARDS NORTHWEST OF PINE TREE AT THE
 GA0460'EDGE OF A CLEARING, 9 YARDS NORTHWEST OF A BLAZED OAK TREE MARKED
 GA0460'B 10141, AND 2 FEET HIGHER THAN THE ROAD.  A UNITED STATES
 GA0460'DEPARTMENT OF AGRICULTURE STANDARD DISK, STAMPED 329 1926 AND SET
 GA0460'IN THE TOP OF A CONCRETE POST.  NOTE-- NOV 1959 TVA REPORT - MARK
 GA0460'IS SLIGHTLY LOOSE IN GROUND AND IS NOW 150 FEET SOUTHEAST OF NEW
 GA0460'ROAD LOCATION.
 GA0460
 GA0460                          STATION RECOVERY (1959)
 GA0460
 GA0460'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 GA0460'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2574 ***********************************************************************
 AJ2574  DESIGNATION -  33
 AJ2574  PID         -  AJ2574
 AJ2574  STATE/COUNTY-  TN/SHELBY
 AJ2574  USGS QUAD   -  LOCKE (1970)
 AJ2574
 AJ2574                         *CURRENT SURVEY CONTROL
 AJ2574  ___________________________________________________________________
 AJ2574* NAD 83(1995)-  35 16 48.62847(N)    090 00 27.88239(W)     ADJUSTED  
 AJ2574* NAVD 88     -        72.70   (meters)     238.5    (feet)  LEVELING  
 AJ2574  ___________________________________________________________________
 AJ2574  X           -       -,704.623 (meters)                     COMP
 AJ2574  Y           -  -5,212,572.962 (meters)                     COMP
 AJ2574  Z           -   3,663,311.526 (meters)                     COMP
 AJ2574  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AJ2574  ELLIP HEIGHT-          45.43  (meters)          (04/26/01) GPS OBS
 AJ2574  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2574
 AJ2574  HORZ ORDER  -  FIRST
 AJ2574  VERT ORDER  -  THIRD ?
 AJ2574  ELLP ORDER  -  FOURTH    CLASS I
 AJ2574
 AJ2574.The horizontal coordinates were established by GPS observations
 AJ2574.and adjusted by the National Geodetic Survey in April 2001..
 AJ2574
 AJ2574.The orthometric height was determined by differential leveling.
 AJ2574.The vertical network tie was performed by a horz. field party for horz.
 AJ2574.obs reductions. Reset procedures were used to establish the elevation.
 AJ2574
 AJ2574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2574
 AJ2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2574
 AJ2574.The ellipsoidal height was determined by GPS observations
 AJ2574.and is referenced to NAD 83.
 AJ2574
 AJ2574.The geoid height was determined by GEOID03.
 AJ2574
 AJ2574;                    North         East     Units Scale Factor Converg.
 AJ2574;SPC TN       -   112,516.638   235,495.512   MT  0.99999481   -2 20 46.7
 AJ2574;SPC TN       -   369,148.34    772,621.53   sFT  0.99999481   -2 20 46.7
 AJ2574;UTM  15      - 3,908,220.887   772,155.744   MT  1.00051291   +1 43 45.5
 AJ2574;UTM  16      - 3,908,263.547   226,434.935   MT  1.00052240   -1 44 17.8
 AJ2574
 AJ2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2574!SPC TN       -   0.99999287  x   0.99999481  =   0.99998768
 AJ2574!UTM  15      -   0.99999287  x   1.00051291  =   1.00050578
 AJ2574!UTM  16      -   0.99999287  x   1.00052240  =   1.00051527
 AJ2574
 AJ2574                          SUPERSEDED SURVEY CONTROL
 AJ2574
 AJ2574.No superseded survey control is available for this station.
 AJ2574
 AJ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7215608221(NAD 83)
 AJ2574_MARKER: DD = SURVEY DISK
 AJ2574_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2574+WITH SETTING: INFORMATION.
 AJ2574_STAMPING: 033
 AJ2574_MARK LOGO: MLGW  
 AJ2574_PROJECTION: FLUSH
 AJ2574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2574+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2574_ROD/PIPE-DEPTH:  0.8 meters
 AJ2574
 AJ2574  HISTORY     - Date     Condition        Report By
 AJ2574  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2574
 AJ2574                          STATION DESCRIPTION
 AJ2574
 AJ2574'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2574'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY IN THE WOODSTOCK
 AJ2574'COMMUNITY.
 AJ2574'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS ROAD AND
 AJ2574'FITE ROAD, PROCEED SOUTHEAST ON FITE ROAD APPROXIMATELY 1.15 MILE
 AJ2574'(1.85 KM) TO BIG CREEK DRAINAGE CANAL.  THE STATION IS ON THE RIGHT.
 AJ2574'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2574'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2574'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 144.10 FEET (43.92 M)
 AJ2574'WEST OF THE WEST ABUTMENT OF CONCRETE BRIDGE (NO. 79-F403-1.36) OVER
 AJ2574'BIG CREEK DRAINAGE CANAL, 20.10 FEET (6.13 M) SOUTH OF THE CENTERLINE
 AJ2574'OF FITE ROAD.  THE CAP AND CONCRETE ARE SET 0.50 FEET (15.24 CM) BELOW
 AJ2574'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2491 ***********************************************************************
 GA2491  DESIGNATION -  33 1
 GA2491  PID         -  GA2491
 GA2491  STATE/COUNTY-  TN/CLAIBORNE
 GA2491  USGS QUAD   -  TAZEWELL (1971)
 GA2491
 GA2491                         *CURRENT SURVEY CONTROL
 GA2491  ___________________________________________________________________
 GA2491* NAD 83(1986)-  36 26 46.     (N)    083 35 30.     (W)     SCALED    
 GA2491* NAVD 88     -       442.475  (meters)    1451.69   (feet)  ADJUSTED  
 GA2491  ___________________________________________________________________
 GA2491  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2491  DYNAMIC HT  -         442.073 (meters)    1450.37  (feet)  COMP
 GA2491  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2491
 GA2491  VERT ORDER  -  SECOND    CLASS 0
 GA2491
 GA2491.The horizontal coordinates were scaled from a topographic map and have
 GA2491.an estimated accuracy of +/- 6 seconds.
 GA2491
 GA2491.The orthometric height was determined by differential leveling
 GA2491.and adjusted by the National Geodetic Survey in June 1991..
 GA2491
 GA2491.The geoid height was determined by GEOID03.
 GA2491
 GA2491.The dynamic height is computed by dividing the NAVD 88
 GA2491.geopotential number by the normal gravity value computed on the
 GA2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2491.degrees latitude (g = 980.6199 gals.).
 GA2491
 GA2491.The modeled gravity was interpolated from observed gravity values.
 GA2491
 GA2491;                    North         East    Units  Estimated Accuracy
 GA2491;SPC TN       -   237,070.      815,890.      MT  (+/- 180 meters Scaled)
 GA2491
 GA2491                          SUPERSEDED SURVEY CONTROL
 GA2491
 GA2491  NGVD 29 (??/??/92)  442.580  (m)         1452.03   (f) ADJ UNCH    2 0
 GA2491
 GA2491.Superseded values are not recommended for survey control.
 GA2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2491.See file dsdata.txt to determine how the superseded data were derived.
 GA2491
 GA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA677365(NAD 83)
 GA2491_MARKER: DD = SURVEY DISK
 GA2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2491_STAMPING: 33-1 1964
 GA2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2491+STABILITY: SURFACE MOTION
 GA2491
 GA2491  HISTORY     - Date     Condition        Report By
 GA2491  HISTORY     - 1964     MONUMENTED       TNHD
 GA2491
 GA2491                          STATION DESCRIPTION
 GA2491
 GA2491'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2491'AT NEW TAZEWELL.
 GA2491'FROM THE POST OFFICE IN NEW TAZEWELL, GO EAST ON STATE ROUTE 33
 GA2491'FOR 0.45 MILE TO A SIDE ROAD AND THE MARK ON THE LEFT.  THE MARK
 GA2491'IS 53 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 28
 GA2491'FEET SOUTHEAST OF A 12-INCH ELM TREE, 17 FEET EAST OF THE
 GA2491'APPROXIMATE CENTER OF A PAVED ROAD, 4 FEET NORTH OF A POWER POLE
 GA2491'AND 1.8 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS
 GA2491'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2491'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2534 ***********************************************************************
 GA2534  DESIGNATION -  33 10
 GA2534  PID         -  GA2534
 GA2534  STATE/COUNTY-  TN/UNION
 GA2534  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2534
 GA2534                         *CURRENT SURVEY CONTROL
 GA2534  ___________________________________________________________________
 GA2534* NAD 83(1986)-  36 15 34.     (N)    083 46 45.     (W)     SCALED    
 GA2534* NAVD 88     -       373.704  (meters)    1226.06   (feet)  ADJUSTED  
 GA2534  ___________________________________________________________________
 GA2534  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2534  DYNAMIC HT  -         373.360 (meters)    1224.93  (feet)  COMP
 GA2534  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA2534
 GA2534  VERT ORDER  -  SECOND    CLASS 0
 GA2534
 GA2534.The horizontal coordinates were scaled from a topographic map and have
 GA2534.an estimated accuracy of +/- 6 seconds.
 GA2534
 GA2534.The orthometric height was determined by differential leveling
 GA2534.and adjusted by the National Geodetic Survey in June 1991..
 GA2534
 GA2534.The geoid height was determined by GEOID03.
 GA2534
 GA2534.The dynamic height is computed by dividing the NAVD 88
 GA2534.geopotential number by the normal gravity value computed on the
 GA2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2534.degrees latitude (g = 980.6199 gals.).
 GA2534
 GA2534.The modeled gravity was interpolated from observed gravity values.
 GA2534
 GA2534;                    North         East    Units  Estimated Accuracy
 GA2534;SPC TN       -   215,970.      799,560.      MT  (+/- 180 meters Scaled)
 GA2534
 GA2534                          SUPERSEDED SURVEY CONTROL
 GA2534
 GA2534  NGVD 29 (??/??/92)  373.769  (m)         1226.27   (f) ADJ UNCH    2 0
 GA2534
 GA2534.Superseded values are not recommended for survey control.
 GA2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2534.See file dsdata.txt to determine how the superseded data were derived.
 GA2534
 GA2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA503163(NAD 83)
 GA2534_MARKER: DD = SURVEY DISK
 GA2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2534_STAMPING: 33-10 1964
 GA2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2534+STABILITY: SURFACE MOTION
 GA2534
 GA2534  HISTORY     - Date     Condition        Report By
 GA2534  HISTORY     - 1964     MONUMENTED       TNHD
 GA2534
 GA2534                          STATION DESCRIPTION
 GA2534
 GA2534'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2534'1 MI E FROM MAYNARDVILLE.
 GA2534'FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON STATE ROUTE 33
 GA2534'FOR 1.2 MILES TO THE INTERSECTION OF OLD LUTTRELL ROAD ON THE RIGHT
 GA2534'AND THE MARK ON THE LEFT.  THE MARK IS 15 FEET NORTHWEST OF THE
 GA2534'APPROXIMATE CENTER OF STATE ROUTE 33, 22 FEET SOUTHEAST OF A
 GA2534'20-INCH WEEPING WILLOW TREE, 20 FEET EAST OF A FENCE CORNER AND
 GA2534'2.2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2534'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2534'SQUARE, CONCRETE MONUMENT ABOUT 1-INCH BELOW THE SURFACE OF THE
 GA2534'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2563 ***********************************************************************
 GA2563  DESIGNATION -  33 12
 GA2563  PID         -  GA2563
 GA2563  STATE/COUNTY-  TN/UNION
 GA2563  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2563
 GA2563                         *CURRENT SURVEY CONTROL
 GA2563  ___________________________________________________________________
 GA2563* NAD 83(1986)-  36 10 50.     (N)    083 54 10.     (W)     SCALED    
 GA2563* NAVD 88     -       291.062  (meters)     954.93   (feet)  ADJUSTED  
 GA2563  ___________________________________________________________________
 GA2563  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2563  DYNAMIC HT  -         290.794 (meters)     954.05  (feet)  COMP
 GA2563  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GA2563
 GA2563  VERT ORDER  -  SECOND    CLASS 0
 GA2563
 GA2563.The horizontal coordinates were scaled from a topographic map and have
 GA2563.an estimated accuracy of +/- 6 seconds.
 GA2563
 GA2563.The orthometric height was determined by differential leveling
 GA2563.and adjusted by the National Geodetic Survey in June 1991..
 GA2563
 GA2563.The geoid height was determined by GEOID03.
 GA2563
 GA2563.The dynamic height is computed by dividing the NAVD 88
 GA2563.geopotential number by the normal gravity value computed on the
 GA2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2563.degrees latitude (g = 980.6199 gals.).
 GA2563
 GA2563.The modeled gravity was interpolated from observed gravity values.
 GA2563
 GA2563;                    North         East    Units  Estimated Accuracy
 GA2563;SPC TN       -   206,970.      788,640.      MT  (+/- 180 meters Scaled)
 GA2563
 GA2563                          SUPERSEDED SURVEY CONTROL
 GA2563
 GA2563  NGVD 29 (??/??/92)  291.147  (m)          955.20   (f) ADJ UNCH    2 0
 GA2563
 GA2563.Superseded values are not recommended for survey control.
 GA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2563.See file dsdata.txt to determine how the superseded data were derived.
 GA2563
 GA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA389078(NAD 83)
 GA2563_MARKER: DD = SURVEY DISK
 GA2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2563_STAMPING: 33-12 1964
 GA2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2563+STABILITY: SURFACE MOTION
 GA2563
 GA2563  HISTORY     - Date     Condition        Report By
 GA2563  HISTORY     - 1964     MONUMENTED       TNHD
 GA2563  HISTORY     - 1980     GOOD             NGS
 GA2563
 GA2563                          STATION DESCRIPTION
 GA2563
 GA2563'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2563'7 MI SW FROM MAYNARDVILLE.
 GA2563'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2563'33 FOR 7.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 40 FEET
 GA2563'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 24 FEET NORTHWEST
 GA2563'OF POWER POLE NO. 106, 21 FEET EAST OF A WIRE FENCE AND 5.2 FEET
 GA2563'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2563'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2563
 GA2563                          STATION RECOVERY (1980)
 GA2563
 GA2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2563'FROM THE MAIN INTERSECTION IN MAYNARDVILLE, JUST WEST OF THE COURT
 GA2563'HOUSE GO SOUTHWEST ON STATE HIGHWAY 33 FOR 7.2 MILES TO A ROAD RIGHT
 GA2563'TURN RIGHT ON OLD HIGHWAY AND GO 0.5 MILE TO THE MARK ON THE RIGHT,
 GA2563'40 FEET WEST OF CENTERLINE OF ROAD, 24 FEET NORTHWEST OF POWER POLE
 GA2563'NO 215 140, 21 FEET WEST OF A WITNESS POST AND 88 FEET SOUTH OF WEST
 GA2563'GATE POST TO BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2568 ***********************************************************************
 GA2568  DESIGNATION -  33 13
 GA2568  PID         -  GA2568
 GA2568  STATE/COUNTY-  TN/KNOX
 GA2568  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2568
 GA2568                         *CURRENT SURVEY CONTROL
 GA2568  ___________________________________________________________________
 GA2568* NAD 83(1986)-  36 08 52.     (N)    083 54 57.     (W)     SCALED    
 GA2568* NAVD 88     -       354.238  (meters)    1162.20   (feet)  ADJUSTED  
 GA2568  ___________________________________________________________________
 GA2568  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2568  DYNAMIC HT  -         353.911 (meters)    1161.12  (feet)  COMP
 GA2568  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 GA2568
 GA2568  VERT ORDER  -  SECOND    CLASS 0
 GA2568
 GA2568.The horizontal coordinates were scaled from a topographic map and have
 GA2568.an estimated accuracy of +/- 6 seconds.
 GA2568
 GA2568.The orthometric height was determined by differential leveling
 GA2568.and adjusted by the National Geodetic Survey in June 1991..
 GA2568
 GA2568.The geoid height was determined by GEOID03.
 GA2568
 GA2568.The dynamic height is computed by dividing the NAVD 88
 GA2568.geopotential number by the normal gravity value computed on the
 GA2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2568.degrees latitude (g = 980.6199 gals.).
 GA2568
 GA2568.The modeled gravity was interpolated from observed gravity values.
 GA2568
 GA2568;                    North         East    Units  Estimated Accuracy
 GA2568;SPC TN       -   203,310.      787,540.      MT  (+/- 180 meters Scaled)
 GA2568
 GA2568                          SUPERSEDED SURVEY CONTROL
 GA2568
 GA2568  NGVD 29 (??/??/92)  354.327  (m)         1162.49   (f) ADJ UNCH    2 0
 GA2568
 GA2568.Superseded values are not recommended for survey control.
 GA2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2568.See file dsdata.txt to determine how the superseded data were derived.
 GA2568
 GA2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA376042(NAD 83)
 GA2568_MARKER: DD = SURVEY DISK
 GA2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2568_STAMPING: 33-13 1964
 GA2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2568+STABILITY: SURFACE MOTION
 GA2568
 GA2568  HISTORY     - Date     Condition        Report By
 GA2568  HISTORY     - 1964     MONUMENTED       TNHD
 GA2568  HISTORY     - 1980     GOOD             NGS
 GA2568
 GA2568                          STATION DESCRIPTION
 GA2568
 GA2568'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2568'12 MI N FROM KNOXVILLE.
 GA2568'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2568'33 FOR 5.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS ABOUT 125
 GA2568'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK SERVICE STATION
 GA2568'AND STORE, 86 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH-BOUND
 GA2568'LANE OF STATE ROUTE 33, 4 FEET SOUTHWEST OF TELEPHONE POLE NO. S264,
 GA2568'AND 2.9 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2568'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2568'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2568
 GA2568                          STATION RECOVERY (1980)
 GA2568
 GA2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2568'4.57 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2568'STATE HIGHWAY 131 AT HALLS CROSSROADS, TO THE MARK ON THE RIGHT, 3
 GA2568'FEET SOUTHWEST OF POWER POLE NO. 5262 AND B 166, NORTHEAST QUAD OF
 GA2568'HIGHWAY 33 AND TEXAS VALLEY ROAD, 123 FEET SOUTHWEST A GUY WIRE
 GA2568'ANCHOR. 12 FEET NORTHEAST OF A BELL SYSTEM COVER AND HAS 2 IRON PINS
 GA2568'DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2571 ***********************************************************************
 GA2571  DESIGNATION -  33 14
 GA2571  PID         -  GA2571
 GA2571  STATE/COUNTY-  TN/KNOX
 GA2571  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2571
 GA2571                         *CURRENT SURVEY CONTROL
 GA2571  ___________________________________________________________________
 GA2571* NAD 83(1986)-  36 07 00.     (N)    083 54 49.     (W)     SCALED    
 GA2571* NAVD 88     -       347.205  (meters)    1139.12   (feet)  ADJUSTED  
 GA2571  ___________________________________________________________________
 GA2571  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2571  DYNAMIC HT  -         346.884 (meters)    1138.07  (feet)  COMP
 GA2571  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA2571
 GA2571  VERT ORDER  -  SECOND    CLASS 0
 GA2571
 GA2571.The horizontal coordinates were scaled from a topographic map and have
 GA2571.an estimated accuracy of +/- 6 seconds.
 GA2571
 GA2571.The orthometric height was determined by differential leveling
 GA2571.and adjusted by the National Geodetic Survey in June 1991..
 GA2571
 GA2571.The geoid height was determined by GEOID03.
 GA2571
 GA2571.The dynamic height is computed by dividing the NAVD 88
 GA2571.geopotential number by the normal gravity value computed on the
 GA2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2571.degrees latitude (g = 980.6199 gals.).
 GA2571
 GA2571.The modeled gravity was interpolated from observed gravity values.
 GA2571
 GA2571;                    North         East    Units  Estimated Accuracy
 GA2571;SPC TN       -   199,860.      787,820.      MT  (+/- 180 meters Scaled)
 GA2571
 GA2571                          SUPERSEDED SURVEY CONTROL
 GA2571
 GA2571  NGVD 29 (??/??/92)  347.307  (m)         1139.46   (f) ADJ UNCH    2 0
 GA2571
 GA2571.Superseded values are not recommended for survey control.
 GA2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2571.See file dsdata.txt to determine how the superseded data were derived.
 GA2571
 GA2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA377008(NAD 83)
 GA2571_MARKER: DD = SURVEY DISK
 GA2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2571_STAMPING: 33-14 1964
 GA2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2571+STABILITY: SURFACE MOTION
 GA2571
 GA2571  HISTORY     - Date     Condition        Report By
 GA2571  HISTORY     - 1964     MONUMENTED       TNHD
 GA2571
 GA2571                          STATION DESCRIPTION
 GA2571
 GA2571'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2571'9 MI N FROM KNOXVILLE.
 GA2571'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2571'33 FOR 3.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS ABOUT 200
 GA2571'FEET NORTH OF THE APPROXIMATE CENTER OF GRAY ROAD, 74 FEET EAST
 GA2571'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 5 FEET WEST OF POWER
 GA2571'POLE NO. 140 AND 1.8 FEET NORTHWEST OF A METAL WITNESS POST WITH
 GA2571'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2571'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 1-INCH
 GA2571'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2585 ***********************************************************************
 GA2585  DESIGNATION -  33 15
 GA2585  PID         -  GA2585
 GA2585  STATE/COUNTY-  TN/KNOX
 GA2585  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2585
 GA2585                         *CURRENT SURVEY CONTROL
 GA2585  ___________________________________________________________________
 GA2585* NAD 83(1986)-  36 02 22.     (N)    083 55 47.     (W)     SCALED    
 GA2585* NAVD 88     -       307.763  (meters)    1009.72   (feet)  ADJUSTED  
 GA2585  ___________________________________________________________________
 GA2585  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2585  DYNAMIC HT  -         307.477 (meters)    1008.78  (feet)  COMP
 GA2585  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 GA2585
 GA2585  VERT ORDER  -  SECOND    CLASS 0
 GA2585
 GA2585.The horizontal coordinates were scaled from a topographic map and have
 GA2585.an estimated accuracy of +/- 6 seconds.
 GA2585
 GA2585.The orthometric height was determined by differential leveling
 GA2585.and adjusted by the National Geodetic Survey in June 1991..
 GA2585
 GA2585.The geoid height was determined by GEOID03.
 GA2585
 GA2585.The dynamic height is computed by dividing the NAVD 88
 GA2585.geopotential number by the normal gravity value computed on the
 GA2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2585.degrees latitude (g = 980.6199 gals.).
 GA2585
 GA2585.The modeled gravity was interpolated from observed gravity values.
 GA2585
 GA2585;                    North         East    Units  Estimated Accuracy
 GA2585;SPC TN       -   191,270.      786,550.      MT  (+/- 180 meters Scaled)
 GA2585
 GA2585                          SUPERSEDED SURVEY CONTROL
 GA2585
 GA2585  NGVD 29 (??/??/92)  307.883  (m)         1010.11   (f) ADJ UNCH    2 0
 GA2585
 GA2585.Superseded values are not recommended for survey control.
 GA2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2585.See file dsdata.txt to determine how the superseded data were derived.
 GA2585
 GA2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360922(NAD 83)
 GA2585_MARKER: DD = SURVEY DISK
 GA2585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2585_SP_SET: CONCRETE
 GA2585_STAMPING: 33-15 1964
 GA2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2585
 GA2585  HISTORY     - Date     Condition        Report By
 GA2585  HISTORY     - 1964     MONUMENTED       TNHD
 GA2585  HISTORY     - 1982     GOOD             TNGS
 GA2585
 GA2585                          STATION DESCRIPTION
 GA2585
 GA2585'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2585'5 MI N FROM KNOXVILLE.
 GA2585'FROM THE HAMILTON NATIONAL BANK IN FOUNTAIN CITY, GO NORTH ON
 GA2585'U.S. HIGHWAY 441 FOR 1.0 MILE TO THE MARK ON THE LEFT.  THE MARK
 GA2585'IS 15 FEET WEST OF THE APPROXIMATE CENTER OF THE NORTH-BOUND
 GA2585'LANE OF U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE
 GA2585'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GA2585'TOP OF THE CONCRETE CASING OF A MANHOLE DRAIN LOCATED IN THE
 GA2585'MEDIAN OF U.S. HIGHWAY 441.
 GA2585
 GA2585                          STATION RECOVERY (1982)
 GA2585
 GA2585'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1982
 GA2585'HAMIILTON NATIONAL BANK IS NOW UNITED AMERICAN BANK AND IT SHOULD BE
 GA2585'NOTED THAT MARK IS LOCATED IN THE MEDIAN OF N. BROADWAY, EAST OF
 GA2585'BLDG. 5509 (CITY BLK 36878)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2586 ***********************************************************************
 GA2586  DESIGNATION -  33 16
 GA2586  PID         -  GA2586
 GA2586  STATE/COUNTY-  TN/KNOX
 GA2586  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2586
 GA2586                         *CURRENT SURVEY CONTROL
 GA2586  ___________________________________________________________________
 GA2586* NAD 83(1986)-  36 01 43.     (N)    083 55 43.     (W)     SCALED    
 GA2586* NAVD 88     -       292.211  (meters)     958.70   (feet)  ADJUSTED  
 GA2586  ___________________________________________________________________
 GA2586  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2586  DYNAMIC HT  -         291.939 (meters)     957.80  (feet)  COMP
 GA2586  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 GA2586
 GA2586  VERT ORDER  -  SECOND    CLASS 0
 GA2586
 GA2586.The horizontal coordinates were scaled from a topographic map and have
 GA2586.an estimated accuracy of +/- 6 seconds.
 GA2586
 GA2586.The orthometric height was determined by differential leveling
 GA2586.and adjusted by the National Geodetic Survey in June 1991..
 GA2586
 GA2586.The geoid height was determined by GEOID03.
 GA2586
 GA2586.The dynamic height is computed by dividing the NAVD 88
 GA2586.geopotential number by the normal gravity value computed on the
 GA2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2586.degrees latitude (g = 980.6199 gals.).
 GA2586
 GA2586.The modeled gravity was interpolated from observed gravity values.
 GA2586
 GA2586;                    North         East    Units  Estimated Accuracy
 GA2586;SPC TN       -   190,070.      786,670.      MT  (+/- 180 meters Scaled)
 GA2586
 GA2586                          SUPERSEDED SURVEY CONTROL
 GA2586
 GA2586  NGVD 29 (??/??/92)  292.335  (m)          959.10   (f) ADJ UNCH    2 0
 GA2586
 GA2586.Superseded values are not recommended for survey control.
 GA2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2586.See file dsdata.txt to determine how the superseded data were derived.
 GA2586
 GA2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361910(NAD 83)
 GA2586_MARKER: DD = SURVEY DISK
 GA2586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2586_SP_SET: CURB
 GA2586_STAMPING: 33-16
 GA2586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2586
 GA2586  HISTORY     - Date     Condition        Report By
 GA2586  HISTORY     - UNK      MONUMENTED       TNHD
 GA2586  HISTORY     - 1964     GOOD             TNHD
 GA2586
 GA2586                          STATION DESCRIPTION
 GA2586
 GA2586'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2586'AT KNOXVILLE.
 GA2586'AT KNOXVILLE, KNOX COUNTY, ON U.S. HIGHWAY 441 (NORTH BROADWAY)
 GA2586'65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HAMILTON NATIONAL
 GA2586'BANK, FOUNTAIN CITY BRANCH, 29 FEET EAST OF THE APPROXIMATE CENTER
 GA2586'OF U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2586'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN TOP OF A
 GA2586'CONCRETE CURB LOCATED INSIDE A WOODEN BARRACADE PROTECTING A
 GA2586'GAS LINE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3255 ***********************************************************************
 GA3255  DESIGNATION -  33 16 RESET
 GA3255  PID         -  GA3255
 GA3255  STATE/COUNTY-  TN/KNOX
 GA3255  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3255
 GA3255                         *CURRENT SURVEY CONTROL
 GA3255  ___________________________________________________________________
 GA3255* NAD 83(1986)-  36 01 43.     (N)    083 55 43.     (W)     SCALED    
 GA3255* NAVD 88     -       292.50   (meters)     959.6    (feet)  RESET     
 GA3255  ___________________________________________________________________
 GA3255  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3255
 GA3255  VERT ORDER  -  THIRD
 GA3255
 GA3255.The horizontal coordinates were scaled from a topographic map and have
 GA3255.an estimated accuracy of +/- 6 seconds.
 GA3255
 GA3255.The orthometric height was computed from unverified reset data.
 GA3255.No vertical observational check was made to the station.
 GA3255
 GA3255.The geoid height was determined by GEOID03.
 GA3255
 GA3255;                    North         East    Units  Estimated Accuracy
 GA3255;SPC TN       -   190,070.      786,670.      MT  (+/- 180 meters Scaled)
 GA3255
 GA3255                          SUPERSEDED SURVEY CONTROL
 GA3255
 GA3255  NGVD 29 (10/12/01)  292.62   (m)          960.0    (f) RESET       3  
 GA3255
 GA3255.Superseded values are not recommended for survey control.
 GA3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3255.See file dsdata.txt to determine how the superseded data were derived.
 GA3255
 GA3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361910(NAD 83)
 GA3255_MARKER: DD = SURVEY DISK
 GA3255_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3255_SP_SET: SIDEWALK
 GA3255_STAMPING: 33 16 RESET 1970
 GA3255_MARK LOGO: TNDT  
 GA3255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3255
 GA3255  HISTORY     - Date     Condition        Report By
 GA3255  HISTORY     - 1970     MONUMENTED       TNDT
 GA3255
 GA3255                          STATION DESCRIPTION
 GA3255
 GA3255'DESCRIBED BY TN DEPT OF TRANSP 1970
 GA3255'IN KNOXVILLE.
 GA3255'IN KNOXVILLE, IN THE TOP OF THE CONCRETE WALK IN FRONT OF THE
 GA3255'FOUNTAIN CITY BRANCH OF THE HAMILTON NATIONAL BANK, AT THE NORTHEAST
 GA3255'CORNER OF THE BANK BUILDING, 8 FEET EAST OF THE EDGE OF THE
 GA3255'SIDEWALK, 1 FOOT SOUTH OF THE STEEL SUPPORT POST OF CANOPY,AND
 GA3255'0.9 FOOT WEST OF GLASS WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2498 ***********************************************************************
 GA2498  DESIGNATION -  33 2
 GA2498  PID         -  GA2498
 GA2498  STATE/COUNTY-  TN/CLAIBORNE
 GA2498  USGS QUAD   -  CLOUDS (1952)
 GA2498
 GA2498                         *CURRENT SURVEY CONTROL
 GA2498  ___________________________________________________________________
 GA2498* NAD 83(1986)-  36 25 40.     (N)    083 37 31.     (W)     SCALED    
 GA2498* NAVD 88     -       429.794  (meters)    1410.08   (feet)  ADJUSTED  
 GA2498  ___________________________________________________________________
 GA2498  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2498  DYNAMIC HT  -         429.405 (meters)    1408.81  (feet)  COMP
 GA2498  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 GA2498
 GA2498  VERT ORDER  -  SECOND    CLASS 0
 GA2498
 GA2498.The horizontal coordinates were scaled from a topographic map and have
 GA2498.an estimated accuracy of +/- 6 seconds.
 GA2498
 GA2498.The orthometric height was determined by differential leveling
 GA2498.and adjusted by the National Geodetic Survey in June 1991..
 GA2498
 GA2498.The geoid height was determined by GEOID03.
 GA2498
 GA2498.The dynamic height is computed by dividing the NAVD 88
 GA2498.geopotential number by the normal gravity value computed on the
 GA2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2498.degrees latitude (g = 980.6199 gals.).
 GA2498
 GA2498.The modeled gravity was interpolated from observed gravity values.
 GA2498
 GA2498;                    North         East    Units  Estimated Accuracy
 GA2498;SPC TN       -   234,970.      812,930.      MT  (+/- 180 meters Scaled)
 GA2498
 GA2498                          SUPERSEDED SURVEY CONTROL
 GA2498
 GA2498  NGVD 29 (??/??/92)  429.896  (m)         1410.42   (f) ADJ UNCH    2 0
 GA2498
 GA2498.Superseded values are not recommended for survey control.
 GA2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2498.See file dsdata.txt to determine how the superseded data were derived.
 GA2498
 GA2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA646346(NAD 83)
 GA2498_MARKER: DD = SURVEY DISK
 GA2498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2498_SP_SET: CULVERT
 GA2498_STAMPING: 33-2 1964
 GA2498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2498
 GA2498  HISTORY     - Date     Condition        Report By
 GA2498  HISTORY     - 1964     MONUMENTED       TNHD
 GA2498
 GA2498                          STATION DESCRIPTION
 GA2498
 GA2498'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2498'2 MI SW FROM NEW TAZEWELL.
 GA2498'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2498'ROUTE 33 FOR 1.7 MILES TO THE MARK ON THE LEFT.  THE MARK IS 26
 GA2498'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33.  THE
 GA2498'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2498'FLUSH IN A DRILLED HOLE, 3 INCHES NORTHEAST OF THE SOUTHWEST
 GA2498'END OF A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2503 ***********************************************************************
 GA2503  DESIGNATION -  33 3
 GA2503  PID         -  GA2503
 GA2503  STATE/COUNTY-  TN/CLAIBORNE
 GA2503  USGS QUAD   -  CLOUDS (1952)
 GA2503
 GA2503                         *CURRENT SURVEY CONTROL
 GA2503  ___________________________________________________________________
 GA2503* NAD 83(1986)-  36 24 27.     (N)    083 39 32.     (W)     SCALED    
 GA2503* NAVD 88     -       428.013  (meters)    1404.24   (feet)  ADJUSTED  
 GA2503  ___________________________________________________________________
 GA2503  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2503  DYNAMIC HT  -         427.628 (meters)    1402.98  (feet)  COMP
 GA2503  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA2503
 GA2503  VERT ORDER  -  SECOND    CLASS 0
 GA2503
 GA2503.The horizontal coordinates were scaled from a topographic map and have
 GA2503.an estimated accuracy of +/- 6 seconds.
 GA2503
 GA2503.The orthometric height was determined by differential leveling
 GA2503.and adjusted by the National Geodetic Survey in June 1991..
 GA2503
 GA2503.The geoid height was determined by GEOID03.
 GA2503
 GA2503.The dynamic height is computed by dividing the NAVD 88
 GA2503.geopotential number by the normal gravity value computed on the
 GA2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2503.degrees latitude (g = 980.6199 gals.).
 GA2503
 GA2503.The modeled gravity was interpolated from observed gravity values.
 GA2503
 GA2503;                    North         East    Units  Estimated Accuracy
 GA2503;SPC TN       -   232,640.      809,970.      MT  (+/- 180 meters Scaled)
 GA2503
 GA2503                          SUPERSEDED SURVEY CONTROL
 GA2503
 GA2503  NGVD 29 (??/??/92)  428.112  (m)         1404.56   (f) ADJ UNCH    2 0
 GA2503
 GA2503.Superseded values are not recommended for survey control.
 GA2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2503.See file dsdata.txt to determine how the superseded data were derived.
 GA2503
 GA2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615324(NAD 83)
 GA2503_MARKER: DD = SURVEY DISK
 GA2503_SETTING: 66 = SET IN ROCK OUTCROP
 GA2503_SP_SET: SET IN ROCK OUTCROP
 GA2503_STAMPING: 33-3 1964
 GA2503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2503+STABILITY: POSITION/ELEVATION WELL
 GA2503
 GA2503  HISTORY     - Date     Condition        Report By
 GA2503  HISTORY     - 1964     MONUMENTED       TNHD
 GA2503
 GA2503                          STATION DESCRIPTION
 GA2503
 GA2503'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2503'4 MI SW FROM NEW TAZEWELL.
 GA2503'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2503'33 FOR 3.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 28 FEET
 GA2503'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 3 FEET EAST OF
 GA2503'A BARBED WIRE FENCE AND 2.5 FEET SOUTH OF A METAL WITNESS POST
 GA2503'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2503'DISK CEMENTED FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2512 ***********************************************************************
 GA2512  DESIGNATION -  33 4
 GA2512  PID         -  GA2512
 GA2512  STATE/COUNTY-  TN/CLAIBORNE
 GA2512  USGS QUAD   -  CLOUDS (1952)
 GA2512
 GA2512                         *CURRENT SURVEY CONTROL
 GA2512  ___________________________________________________________________
 GA2512* NAD 83(1986)-  36 23 45.     (N)    083 41 50.     (W)     SCALED    
 GA2512* NAVD 88     -       351.029  (meters)    1151.67   (feet)  ADJUSTED  
 GA2512  ___________________________________________________________________
 GA2512  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2512  DYNAMIC HT  -         350.715 (meters)    1150.64  (feet)  COMP
 GA2512  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 GA2512
 GA2512  VERT ORDER  -  SECOND    CLASS 0
 GA2512
 GA2512.The horizontal coordinates were scaled from a topographic map and have
 GA2512.an estimated accuracy of +/- 6 seconds.
 GA2512
 GA2512.The orthometric height was determined by differential leveling
 GA2512.and adjusted by the National Geodetic Survey in June 1991..
 GA2512
 GA2512.The geoid height was determined by GEOID03.
 GA2512
 GA2512.The dynamic height is computed by dividing the NAVD 88
 GA2512.geopotential number by the normal gravity value computed on the
 GA2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2512.degrees latitude (g = 980.6199 gals.).
 GA2512
 GA2512.The modeled gravity was interpolated from observed gravity values.
 GA2512
 GA2512;                    North         East    Units  Estimated Accuracy
 GA2512;SPC TN       -   231,270.      806,570.      MT  (+/- 180 meters Scaled)
 GA2512
 GA2512                          SUPERSEDED SURVEY CONTROL
 GA2512
 GA2512  NGVD 29 (??/??/92)  351.125  (m)         1151.98   (f) ADJ UNCH    2 0
 GA2512
 GA2512.Superseded values are not recommended for survey control.
 GA2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2512.See file dsdata.txt to determine how the superseded data were derived.
 GA2512
 GA2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA581312(NAD 83)
 GA2512_MARKER: DD = SURVEY DISK
 GA2512_SETTING: 66 = SET IN ROCK OUTCROP
 GA2512_SP_SET: SET IN ROCK OUTCROP
 GA2512_STAMPING: 33-4 1964
 GA2512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2512+STABILITY: POSITION/ELEVATION WELL
 GA2512
 GA2512  HISTORY     - Date     Condition        Report By
 GA2512  HISTORY     - 1964     MONUMENTED       TNHD
 GA2512
 GA2512                          STATION DESCRIPTION
 GA2512
 GA2512'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2512'6 MI SE FROM NEW TAZEWELL.
 GA2512'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2512'33 FOR 6.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS 22 FEET
 GA2512'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 16 FEET
 GA2512'WEST OF A 6-INCH CEDAR TREE AND 10 FEET NORTHWEST OF A FENCE.  THE
 GA2512'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2512'FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2514 ***********************************************************************
 GA2514  DESIGNATION -  33 5
 GA2514  PID         -  GA2514
 GA2514  STATE/COUNTY-  TN/CLAIBORNE
 GA2514  USGS QUAD   -  CLOUDS (1952)
 GA2514
 GA2514                         *CURRENT SURVEY CONTROL
 GA2514  ___________________________________________________________________
 GA2514* NAD 83(1986)-  36 23 04.     (N)    083 42 37.     (W)     SCALED    
 GA2514* NAVD 88     -       321.357  (meters)    1054.32   (feet)  ADJUSTED  
 GA2514  ___________________________________________________________________
 GA2514  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2514  DYNAMIC HT  -         321.071 (meters)    1053.38  (feet)  COMP
 GA2514  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GA2514
 GA2514  VERT ORDER  -  SECOND    CLASS 0
 GA2514
 GA2514.The horizontal coordinates were scaled from a topographic map and have
 GA2514.an estimated accuracy of +/- 6 seconds.
 GA2514
 GA2514.The orthometric height was determined by differential leveling
 GA2514.and adjusted by the National Geodetic Survey in June 1991..
 GA2514
 GA2514.The geoid height was determined by GEOID03.
 GA2514
 GA2514.The dynamic height is computed by dividing the NAVD 88
 GA2514.geopotential number by the normal gravity value computed on the
 GA2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2514.degrees latitude (g = 980.6199 gals.).
 GA2514
 GA2514.The modeled gravity was interpolated from observed gravity values.
 GA2514
 GA2514;                    North         East    Units  Estimated Accuracy
 GA2514;SPC TN       -   229,980.      805,420.      MT  (+/- 180 meters Scaled)
 GA2514
 GA2514                          SUPERSEDED SURVEY CONTROL
 GA2514
 GA2514  NGVD 29 (??/??/92)  321.454  (m)         1054.64   (f) ADJ UNCH    2 0
 GA2514
 GA2514.Superseded values are not recommended for survey control.
 GA2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2514.See file dsdata.txt to determine how the superseded data were derived.
 GA2514
 GA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA568300(NAD 83)
 GA2514_MARKER: DD = SURVEY DISK
 GA2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2514_STAMPING: 33-5 1964
 GA2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2514+STABILITY: SURFACE MOTION
 GA2514
 GA2514  HISTORY     - Date     Condition        Report By
 GA2514  HISTORY     - 1964     MONUMENTED       TNHD
 GA2514
 GA2514                          STATION DESCRIPTION
 GA2514
 GA2514'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2514'7 MI SW FROM NEW TAZEWELL.
 GA2514'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2514'33 FOR 7.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 20 FEET
 GA2514'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 17 FEET
 GA2514'SOUTHEAST OF A 24-INCH BEECH TREE AND 2.7 FEET NORTHEAST OF A
 GA2514'METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2514'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2514'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2518 ***********************************************************************
 GA2518  DESIGNATION -  33 6
 GA2518  PID         -  GA2518
 GA2518  STATE/COUNTY-  TN/CLAIBORNE
 GA2518  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2518
 GA2518                         *CURRENT SURVEY CONTROL
 GA2518  ___________________________________________________________________
 GA2518* NAD 83(1986)-  36 21 35.     (N)    083 43 44.     (W)     SCALED    
 GA2518* NAVD 88     -       326.882  (meters)    1072.45   (feet)  ADJUSTED  
 GA2518  ___________________________________________________________________
 GA2518  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2518  DYNAMIC HT  -         326.589 (meters)    1071.48  (feet)  COMP
 GA2518  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 GA2518
 GA2518  VERT ORDER  -  SECOND    CLASS 0
 GA2518
 GA2518.The horizontal coordinates were scaled from a topographic map and have
 GA2518.an estimated accuracy of +/- 6 seconds.
 GA2518
 GA2518.The orthometric height was determined by differential leveling
 GA2518.and adjusted by the National Geodetic Survey in June 1991..
 GA2518
 GA2518.The geoid height was determined by GEOID03.
 GA2518
 GA2518.The dynamic height is computed by dividing the NAVD 88
 GA2518.geopotential number by the normal gravity value computed on the
 GA2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2518.degrees latitude (g = 980.6199 gals.).
 GA2518
 GA2518.The modeled gravity was interpolated from observed gravity values.
 GA2518
 GA2518;                    North         East    Units  Estimated Accuracy
 GA2518;SPC TN       -   227,200.      803,820.      MT  (+/- 180 meters Scaled)
 GA2518
 GA2518                          SUPERSEDED SURVEY CONTROL
 GA2518
 GA2518  NGVD 29 (??/??/92)  326.972  (m)         1072.74   (f) ADJ UNCH    2 0
 GA2518
 GA2518.Superseded values are not recommended for survey control.
 GA2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2518.See file dsdata.txt to determine how the superseded data were derived.
 GA2518
 GA2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA551273(NAD 83)
 GA2518_MARKER: DD = SURVEY DISK
 GA2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2518_SP_SET: CULVERT
 GA2518_STAMPING: 33-6 1964
 GA2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2518
 GA2518  HISTORY     - Date     Condition        Report By
 GA2518  HISTORY     - 1964     MONUMENTED       TNHD
 GA2518  HISTORY     - 1980     GOOD             NGS
 GA2518
 GA2518                          STATION DESCRIPTION
 GA2518
 GA2518'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2518'9 MI SW FROM NEW TAZEWELL.
 GA2518'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2518'33 FOR 9.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS 30 FEET
 GA2518'WEST OF A 24-INCH OAK TREE AND 20 FEET SOUTHEAST OF THE APPROXIMATE
 GA2518'CENTER OF STATE ROUTE 33.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2518'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 6 INCHES NORTHEAST
 GA2518'OF THE SOUTHWEST END OF A CONCRETE CULVERT HEADWALL.
 GA2518
 GA2518                          STATION RECOVERY (1980)
 GA2518
 GA2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2518'8. 2 MILE NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2518'STATE HIGHWAY 61 ABOUT 1.5 MILES NORTHEAST OF MAYNARDVILLE, 18 FEET
 GA2518'EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 275 FEET NORTHEAST AND
 GA2518'ACROSS THE HIGHWAY FROM BROGANS GROCERY, 125 FEET SOUTHEAST AND
 GA2518'ACROSS HIGHWAY FROM A BARN, 27 FEET WEST OF A 28 INCH OAK TREE, 45
 GA2518'FEET EAST OF TELEPHONE POLE NO 230. 2 METAL PINS DRIVEN BY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2524 ***********************************************************************
 GA2524  DESIGNATION -  33 7
 GA2524  PID         -  GA2524
 GA2524  STATE/COUNTY-  TN/UNION
 GA2524  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2524
 GA2524                         *CURRENT SURVEY CONTROL
 GA2524  ___________________________________________________________________
 GA2524* NAD 83(1986)-  36 19 39.     (N)    083 44 45.     (W)     SCALED    
 GA2524* NAVD 88     -       322.410  (meters)    1057.77   (feet)  ADJUSTED  
 GA2524  ___________________________________________________________________
 GA2524  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2524  DYNAMIC HT  -         322.119 (meters)    1056.82  (feet)  COMP
 GA2524  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GA2524
 GA2524  VERT ORDER  -  SECOND    CLASS 0
 GA2524
 GA2524.The horizontal coordinates were scaled from a topographic map and have
 GA2524.an estimated accuracy of +/- 6 seconds.
 GA2524
 GA2524.The orthometric height was determined by differential leveling
 GA2524.and adjusted by the National Geodetic Survey in June 1991..
 GA2524
 GA2524.The geoid height was determined by GEOID03.
 GA2524
 GA2524.The dynamic height is computed by dividing the NAVD 88
 GA2524.geopotential number by the normal gravity value computed on the
 GA2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2524.degrees latitude (g = 980.6199 gals.).
 GA2524
 GA2524.The modeled gravity was interpolated from observed gravity values.
 GA2524
 GA2524;                    North         East    Units  Estimated Accuracy
 GA2524;SPC TN       -   223,590.      802,380.      MT  (+/- 180 meters Scaled)
 GA2524
 GA2524                          SUPERSEDED SURVEY CONTROL
 GA2524
 GA2524  NGVD 29 (??/??/92)  322.491  (m)         1058.04   (f) ADJ UNCH    2 0
 GA2524
 GA2524.Superseded values are not recommended for survey control.
 GA2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2524.See file dsdata.txt to determine how the superseded data were derived.
 GA2524
 GA2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA535237(NAD 83)
 GA2524_MARKER: DD = SURVEY DISK
 GA2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2524_STAMPING: 33-7 1964
 GA2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2524+STABILITY: SURFACE MOTION
 GA2524
 GA2524  HISTORY     - Date     Condition        Report By
 GA2524  HISTORY     - 1964     MONUMENTED       TNHD
 GA2524
 GA2524                          STATION DESCRIPTION
 GA2524
 GA2524'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2524'6 MI NE FROM MAYNARDVILLE.
 GA2524'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2524'33 FOR 6.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 92 FEET
 GA2524'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET EAST
 GA2524'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 4.3 FEET NORTH
 GA2524'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2524'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2524'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2525 ***********************************************************************
 GA2525  DESIGNATION -  33 8
 GA2525  PID         -  GA2525
 GA2525  STATE/COUNTY-  TN/UNION
 GA2525  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2525
 GA2525                         *CURRENT SURVEY CONTROL
 GA2525  ___________________________________________________________________
 GA2525* NAD 83(1986)-  36 18 53.     (N)    083 45 08.     (W)     SCALED    
 GA2525* NAVD 88     -       374.030  (meters)    1227.13   (feet)  ADJUSTED  
 GA2525  ___________________________________________________________________
 GA2525  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2525  DYNAMIC HT  -         373.691 (meters)    1226.02  (feet)  COMP
 GA2525  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA2525
 GA2525  VERT ORDER  -  SECOND    CLASS 0
 GA2525
 GA2525.The horizontal coordinates were scaled from a topographic map and have
 GA2525.an estimated accuracy of +/- 6 seconds.
 GA2525
 GA2525.The orthometric height was determined by differential leveling
 GA2525.and adjusted by the National Geodetic Survey in June 1991..
 GA2525
 GA2525.The geoid height was determined by GEOID03.
 GA2525
 GA2525.The dynamic height is computed by dividing the NAVD 88
 GA2525.geopotential number by the normal gravity value computed on the
 GA2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2525.degrees latitude (g = 980.6199 gals.).
 GA2525
 GA2525.The modeled gravity was interpolated from observed gravity values.
 GA2525
 GA2525;                    North         East    Units  Estimated Accuracy
 GA2525;SPC TN       -   222,150.      801,840.      MT  (+/- 180 meters Scaled)
 GA2525
 GA2525                          SUPERSEDED SURVEY CONTROL
 GA2525
 GA2525  NGVD 29 (??/??/92)  374.106  (m)         1227.38   (f) ADJ UNCH    2 0
 GA2525
 GA2525.Superseded values are not recommended for survey control.
 GA2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2525.See file dsdata.txt to determine how the superseded data were derived.
 GA2525
 GA2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA529223(NAD 83)
 GA2525_MARKER: DD = SURVEY DISK
 GA2525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2525_SP_SET: CULVERT
 GA2525_STAMPING: 33-8 1964
 GA2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2525
 GA2525  HISTORY     - Date     Condition        Report By
 GA2525  HISTORY     - 1964     MONUMENTED       TNHD
 GA2525  HISTORY     - 1966     GOOD             NGS
 GA2525
 GA2525                          STATION DESCRIPTION
 GA2525
 GA2525'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2525'5 MI NE FROM MAYNARDVILLE.
 GA2525'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2525'33 FOR 5.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS APPROXIMATELY
 GA2525'220 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GA2525'LEADING NORTHEAST, 72 FEET SOUTH OF POWER POLE NO. 474, 28 FEET
 GA2525'WEST OF AN 8-INCH PINE TREE AND 21 FEET EAST OF THE APPROXIMATE
 GA2525'CENTER OF STATE ROUTE 33.  THE MARK IS A STANDARD TENNESSEE
 GA2525'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 7 INCHES
 GA2525'NORTH OF THE SOUTH END OF THE EAST HEADWALL, OF A CORRUGATED
 GA2525'METAL PIPE CULVERT.  NOTE-- 33-8 DID NOT CHECK PREVIOUS LEVELING
 GA2525'BETWEEN 33-8 AND TBM F-21 OR TBM F-22.
 GA2525
 GA2525                          STATION RECOVERY (1966)
 GA2525
 GA2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2529 ***********************************************************************
 GA2529  DESIGNATION -  33 9
 GA2529  PID         -  GA2529
 GA2529  STATE/COUNTY-  TN/UNION
 GA2529  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2529
 GA2529                         *CURRENT SURVEY CONTROL
 GA2529  ___________________________________________________________________
 GA2529* NAD 83(1986)-  36 17 11.     (N)    083 45 34.     (W)     SCALED    
 GA2529* NAVD 88     -       394.357  (meters)    1293.82   (feet)  ADJUSTED  
 GA2529  ___________________________________________________________________
 GA2529  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2529  DYNAMIC HT  -         393.994 (meters)    1292.63  (feet)  COMP
 GA2529  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 GA2529
 GA2529  VERT ORDER  -  SECOND    CLASS 0
 GA2529
 GA2529.The horizontal coordinates were scaled from a topographic map and have
 GA2529.an estimated accuracy of +/- 6 seconds.
 GA2529
 GA2529.The orthometric height was determined by differential leveling
 GA2529.and adjusted by the National Geodetic Survey in June 1991..
 GA2529
 GA2529.The geoid height was determined by GEOID03.
 GA2529
 GA2529.The dynamic height is computed by dividing the NAVD 88
 GA2529.geopotential number by the normal gravity value computed on the
 GA2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2529.degrees latitude (g = 980.6199 gals.).
 GA2529
 GA2529.The modeled gravity was interpolated from observed gravity values.
 GA2529
 GA2529;                    North         East    Units  Estimated Accuracy
 GA2529;SPC TN       -   219,000.      801,260.      MT  (+/- 180 meters Scaled)
 GA2529
 GA2529                          SUPERSEDED SURVEY CONTROL
 GA2529
 GA2529  NGVD 29 (??/??/92)  394.422  (m)         1294.03   (f) ADJ UNCH    2 0
 GA2529
 GA2529.Superseded values are not recommended for survey control.
 GA2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2529.See file dsdata.txt to determine how the superseded data were derived.
 GA2529
 GA2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA521192(NAD 83)
 GA2529_MARKER: DD = SURVEY DISK
 GA2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2529_STAMPING: 33-9 1964
 GA2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2529+STABILITY: SURFACE MOTION
 GA2529
 GA2529  HISTORY     - Date     Condition        Report By
 GA2529  HISTORY     - 1964     MONUMENTED       TNHD
 GA2529
 GA2529                          STATION DESCRIPTION
 GA2529
 GA2529'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2529'3 MI NE FROM MAYNARDVILLE.
 GA2529'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE
 GA2529'ROUTE 33 FOR 3.3 MILES TO THE INTERSECTION OF HICKORY VALLEY
 GA2529'ROAD (R-3299) AND THE MARK ON THE LEFT.  THE MARK IS LOCATED IN
 GA2529'THE WEST TRIANGLE FORMED BY THE INTERSECTION, 50 FEET NORTHWEST
 GA2529'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 22 FEET SOUTHEAST OF
 GA2529'THE APPROXIMATE CENTER OF HICKORY VALLEY ROAD, 16 FEET EAST OF
 GA2529'A FENCE CORNER, 4 FEET NORTHWEST OF POWER POLE NO. 81 AND 2.0
 GA2529'FEET WEST OF A WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2529'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2545 ***********************************************************************
 GA2545  DESIGNATION -  33 A
 GA2545  PID         -  GA2545
 GA2545  STATE/COUNTY-  TN/UNION
 GA2545  USGS QUAD   -  GRAVESTON (1987)
 GA2545
 GA2545                         *CURRENT SURVEY CONTROL
 GA2545  ___________________________________________________________________
 GA2545* NAD 83(1986)-  36 13 26.     (N)    083 50 15.     (W)     SCALED    
 GA2545* NAVD 88     -       343.004  (meters)    1125.34   (feet)  ADJUSTED  
 GA2545  ___________________________________________________________________
 GA2545  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2545  DYNAMIC HT  -         342.691 (meters)    1124.31  (feet)  COMP
 GA2545  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA2545
 GA2545  VERT ORDER  -  SECOND    CLASS 0
 GA2545
 GA2545.The horizontal coordinates were scaled from a topographic map and have
 GA2545.an estimated accuracy of +/- 6 seconds.
 GA2545
 GA2545.The orthometric height was determined by differential leveling
 GA2545.and adjusted by the National Geodetic Survey in June 1991..
 GA2545
 GA2545.The geoid height was determined by GEOID03.
 GA2545
 GA2545.The dynamic height is computed by dividing the NAVD 88
 GA2545.geopotential number by the normal gravity value computed on the
 GA2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2545.degrees latitude (g = 980.6199 gals.).
 GA2545
 GA2545.The modeled gravity was interpolated from observed gravity values.
 GA2545
 GA2545;                    North         East    Units  Estimated Accuracy
 GA2545;SPC TN       -   211,910.      794,410.      MT  (+/- 180 meters Scaled)
 GA2545
 GA2545                          SUPERSEDED SURVEY CONTROL
 GA2545
 GA2545  NGVD 29 (??/??/92)  343.077  (m)         1125.58   (f) ADJ UNCH    2 0
 GA2545
 GA2545.Superseded values are not recommended for survey control.
 GA2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2545.See file dsdata.txt to determine how the superseded data were derived.
 GA2545
 GA2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA449125(NAD 83)
 GA2545_MARKER: DD = SURVEY DISK
 GA2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2545_STAMPING: 33-A 1964
 GA2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2545+STABILITY: SURFACE MOTION
 GA2545
 GA2545  HISTORY     - Date     Condition        Report By
 GA2545  HISTORY     - 1964     MONUMENTED       TNHD
 GA2545  HISTORY     - 1980     GOOD             NGS
 GA2545
 GA2545                          STATION DESCRIPTION
 GA2545
 GA2545'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2545'3 MI SW FROM MAYNARDVILLE.
 GA2545'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2545'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2545'TURN LEFT AND GO 0.5 MILE SOUTHEAST ON STATE ROUTE 144 TO THE MARK
 GA2545'ON THE RIGHT.  THE MARK IS 29 FEET NORTHWEST OF THE APPROXIMATE
 GA2545'CENTER OF A GRAVELED DRIVE, 14 FEET WEST OF THE APPROXIMATE CENTER
 GA2545'OF STATE ROUTE 144, 2.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 GA2545'2 FEET NORTH OF POWER POLE NO. S 346 AND 2 FEET NORTHEAST OF A
 GA2545'FENCE CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2545'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2545'GROUND.
 GA2545
 GA2545                          STATION RECOVERY (1980)
 GA2545
 GA2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2545'0.4 MILE SOUTHEAST ON HIGHWAY 144, 2 FEET SOUTHEAST OF THE POWER POLE
 GA2545'AND HAS 2 IRON PINS DRIVEN BY IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2546 ***********************************************************************
 GA2546  DESIGNATION -  33 B
 GA2546  PID         -  GA2546
 GA2546  STATE/COUNTY-  TN/UNION
 GA2546  USGS QUAD   -  GRAVESTON (1987)
 GA2546
 GA2546                         *CURRENT SURVEY CONTROL
 GA2546  ___________________________________________________________________
 GA2546* NAD 83(1986)-  36 12 52.     (N)    083 49 54.     (W)     SCALED    
 GA2546* NAVD 88     -       325.952  (meters)    1069.39   (feet)  ADJUSTED  
 GA2546  ___________________________________________________________________
 GA2546  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2546  DYNAMIC HT  -         325.654 (meters)    1068.42  (feet)  COMP
 GA2546  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2546
 GA2546  VERT ORDER  -  SECOND    CLASS 0
 GA2546
 GA2546.The horizontal coordinates were scaled from a topographic map and have
 GA2546.an estimated accuracy of +/- 6 seconds.
 GA2546
 GA2546.The orthometric height was determined by differential leveling
 GA2546.and adjusted by the National Geodetic Survey in June 1991..
 GA2546
 GA2546.The geoid height was determined by GEOID03.
 GA2546
 GA2546.The dynamic height is computed by dividing the NAVD 88
 GA2546.geopotential number by the normal gravity value computed on the
 GA2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2546.degrees latitude (g = 980.6199 gals.).
 GA2546
 GA2546.The modeled gravity was interpolated from observed gravity values.
 GA2546
 GA2546;                    North         East    Units  Estimated Accuracy
 GA2546;SPC TN       -   210,870.      794,950.      MT  (+/- 180 meters Scaled)
 GA2546
 GA2546                          SUPERSEDED SURVEY CONTROL
 GA2546
 GA2546  NGVD 29 (??/??/92)  326.024  (m)         1069.63   (f) ADJ UNCH    2 0
 GA2546
 GA2546.Superseded values are not recommended for survey control.
 GA2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2546.See file dsdata.txt to determine how the superseded data were derived.
 GA2546
 GA2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA454114(NAD 83)
 GA2546_MARKER: DD = SURVEY DISK
 GA2546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2546_SP_SET: BRIDGE
 GA2546_STAMPING: 33-B 1964
 GA2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2546
 GA2546  HISTORY     - Date     Condition        Report By
 GA2546  HISTORY     - 1964     MONUMENTED       TNHD
 GA2546  HISTORY     - 1980     GOOD             NGS
 GA2546
 GA2546                          STATION DESCRIPTION
 GA2546
 GA2546'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2546'3.5 MI SW FROM MAYNARDVILLE.
 GA2546'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2546'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2546'TURN LEFT AND GO 1.1 MILES SOUTHEAST ON STATE ROUTE 144 TO THE
 GA2546'MARK ON THE LEFT.  THE MARK IS 13 FEET SOUTHWEST OF THE
 GA2546'APPROXIMATE CENTER OF STATE ROUTE 144 AND THE MARK IS A STANDARD
 GA2546'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GA2546'HOLE 4 FEET NORTH OF THE SOUTHEAST END OF THE HEADWALL, IN THE
 GA2546'FIRST BRIDGE OVER BULL RUN CREEK.
 GA2546
 GA2546                          STATION RECOVERY (1980)
 GA2546
 GA2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2547 ***********************************************************************
 GA2547  DESIGNATION -  33 C
 GA2547  PID         -  GA2547
 GA2547  STATE/COUNTY-  TN/UNION
 GA2547  USGS QUAD   -  GRAVESTON (1987)
 GA2547
 GA2547                         *CURRENT SURVEY CONTROL
 GA2547  ___________________________________________________________________
 GA2547* NAD 83(1986)-  36 12 10.     (N)    083 49 47.     (W)     SCALED    
 GA2547* NAVD 88     -       318.433  (meters)    1044.73   (feet)  ADJUSTED  
 GA2547  ___________________________________________________________________
 GA2547  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2547  DYNAMIC HT  -         318.141 (meters)    1043.77  (feet)  COMP
 GA2547  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GA2547
 GA2547  VERT ORDER  -  SECOND    CLASS 0
 GA2547
 GA2547.The horizontal coordinates were scaled from a topographic map and have
 GA2547.an estimated accuracy of +/- 6 seconds.
 GA2547
 GA2547.The orthometric height was determined by differential leveling
 GA2547.and adjusted by the National Geodetic Survey in June 1991..
 GA2547
 GA2547.The geoid height was determined by GEOID03.
 GA2547
 GA2547.The dynamic height is computed by dividing the NAVD 88
 GA2547.geopotential number by the normal gravity value computed on the
 GA2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2547.degrees latitude (g = 980.6199 gals.).
 GA2547
 GA2547.The modeled gravity was interpolated from observed gravity values.
 GA2547
 GA2547;                    North         East    Units  Estimated Accuracy
 GA2547;SPC TN       -   209,580.      795,160.      MT  (+/- 180 meters Scaled)
 GA2547
 GA2547                          SUPERSEDED SURVEY CONTROL
 GA2547
 GA2547  NGVD 29 (??/??/92)  318.505  (m)         1044.96   (f) ADJ UNCH    2 0
 GA2547
 GA2547.Superseded values are not recommended for survey control.
 GA2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2547.See file dsdata.txt to determine how the superseded data were derived.
 GA2547
 GA2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA455101(NAD 83)
 GA2547_MARKER: DD = SURVEY DISK
 GA2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2547_STAMPING: 33-C 1964
 GA2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2547+STABILITY: SURFACE MOTION
 GA2547
 GA2547  HISTORY     - Date     Condition        Report By
 GA2547  HISTORY     - 1964     MONUMENTED       TNHD
 GA2547  HISTORY     - 1980     GOOD             NGS
 GA2547
 GA2547                          STATION DESCRIPTION
 GA2547
 GA2547'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2547'5 MI SW FROM MAYNARDVILLE.
 GA2547'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2547'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2547'TURN LEFT AND GO 2.1 MILES ON STATE ROUTE 144 TO THE MARK ON
 GA2547'THE LEFT.  THE MARK IS ABOUT 170 FEET NORTHEAST OF THE UNION
 GA2547'MISSIONARY BAPTIST CHURCH, 22 FEET SOUTHEAST OF THE APPROXIMATE
 GA2547'CENTER OF STATE ROUTE 144, 4 FEET NORTHWEST OF A 6-INCH SWEET
 GA2547'GUM TREE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 GA2547'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2547'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2547
 GA2547                          STATION RECOVERY (1980)
 GA2547
 GA2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2547'AT THE BASE OF A 9 INCH GUM TREE, 0.5 LOWER THAN PAVEMENT, 66 FEET
 GA2547'SOUTHEAST OF TELEPHONE POLE NO. 32 AND 160 FEET SOUTHWEST OF POWER
 GA2547'POLE NO 71. 2 IRON PINS DRIVEN BESIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2548 ***********************************************************************
 GA2548  DESIGNATION -  33 D
 GA2548  PID         -  GA2548
 GA2548  STATE/COUNTY-  TN/UNION
 GA2548  USGS QUAD   -  GRAVESTON (1987)
 GA2548
 GA2548                         *CURRENT SURVEY CONTROL
 GA2548  ___________________________________________________________________
 GA2548* NAD 83(1986)-  36 11 27.     (N)    083 49 31.     (W)     SCALED    
 GA2548* NAVD 88     -       308.962  (meters)    1013.65   (feet)  ADJUSTED  
 GA2548  ___________________________________________________________________
 GA2548  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2548  DYNAMIC HT  -         308.678 (meters)    1012.72  (feet)  COMP
 GA2548  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2548
 GA2548  VERT ORDER  -  SECOND    CLASS 0
 GA2548
 GA2548.The horizontal coordinates were scaled from a topographic map and have
 GA2548.an estimated accuracy of +/- 6 seconds.
 GA2548
 GA2548.The orthometric height was determined by differential leveling
 GA2548.and adjusted by the National Geodetic Survey in June 1991..
 GA2548
 GA2548.The geoid height was determined by GEOID03.
 GA2548
 GA2548.The dynamic height is computed by dividing the NAVD 88
 GA2548.geopotential number by the normal gravity value computed on the
 GA2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2548.degrees latitude (g = 980.6199 gals.).
 GA2548
 GA2548.The modeled gravity was interpolated from observed gravity values.
 GA2548
 GA2548;                    North         East    Units  Estimated Accuracy
 GA2548;SPC TN       -   208,260.      795,590.      MT  (+/- 180 meters Scaled)
 GA2548
 GA2548                          SUPERSEDED SURVEY CONTROL
 GA2548
 GA2548  NGVD 29 (??/??/92)  309.033  (m)         1013.89   (f) ADJ UNCH    2 0
 GA2548
 GA2548.Superseded values are not recommended for survey control.
 GA2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2548.See file dsdata.txt to determine how the superseded data were derived.
 GA2548
 GA2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA459088(NAD 83)
 GA2548_MARKER: DD = SURVEY DISK
 GA2548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2548_SP_SET: BRIDGE
 GA2548_STAMPING: 33-D 1964
 GA2548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2548
 GA2548  HISTORY     - Date     Condition        Report By
 GA2548  HISTORY     - 1964     MONUMENTED       TNHD
 GA2548  HISTORY     - 1980     GOOD             NGS
 GA2548
 GA2548                          STATION DESCRIPTION
 GA2548
 GA2548'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2548'6 MI SW FROM MAYNARDVILLE.
 GA2548'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE
 GA2548'ROUTE 33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE
 GA2548'LEFT, TURN LEFT AND GO 3.1 MILES ON STATE ROUTE 144 TO THE MARK
 GA2548'ON THE RIGHT.  THE MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER
 GA2548'OF STATE ROUTE 144, 2 FEET BELOW THE PAVEMENT AND IT IS A STANDARD
 GA2548'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GA2548'HOLE 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE THIRD BRIDGE
 GA2548'OVER BULL RUN CREEK.
 GA2548
 GA2548                          STATION RECOVERY (1980)
 GA2548
 GA2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2550 ***********************************************************************
 GA2550  DESIGNATION -  33 E
 GA2550  PID         -  GA2550
 GA2550  STATE/COUNTY-  TN/UNION
 GA2550  USGS QUAD   -  GRAVESTON (1987)
 GA2550
 GA2550                         *CURRENT SURVEY CONTROL
 GA2550  ___________________________________________________________________
 GA2550* NAD 83(1986)-  36 10 19.     (N)    083 48 22.     (W)     SCALED    
 GA2550* NAVD 88     -       339.282  (meters)    1113.13   (feet)  ADJUSTED  
 GA2550  ___________________________________________________________________
 GA2550  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2550  DYNAMIC HT  -         338.971 (meters)    1112.11  (feet)  COMP
 GA2550  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2550
 GA2550  VERT ORDER  -  SECOND    CLASS 0
 GA2550
 GA2550.The horizontal coordinates were scaled from a topographic map and have
 GA2550.an estimated accuracy of +/- 6 seconds.
 GA2550
 GA2550.The orthometric height was determined by differential leveling
 GA2550.and adjusted by the National Geodetic Survey in June 1991..
 GA2550
 GA2550.The geoid height was determined by GEOID03.
 GA2550
 GA2550.The dynamic height is computed by dividing the NAVD 88
 GA2550.geopotential number by the normal gravity value computed on the
 GA2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2550.degrees latitude (g = 980.6199 gals.).
 GA2550
 GA2550.The modeled gravity was interpolated from observed gravity values.
 GA2550
 GA2550;                    North         East    Units  Estimated Accuracy
 GA2550;SPC TN       -   206,210.      797,360.      MT  (+/- 180 meters Scaled)
 GA2550
 GA2550                          SUPERSEDED SURVEY CONTROL
 GA2550
 GA2550  NGVD 29 (??/??/92)  339.352  (m)         1113.36   (f) ADJ UNCH    2 0
 GA2550
 GA2550.Superseded values are not recommended for survey control.
 GA2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2550.See file dsdata.txt to determine how the superseded data were derived.
 GA2550
 GA2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476066(NAD 83)
 GA2550_MARKER: DD = SURVEY DISK
 GA2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2550_STAMPING: 33-E 1964
 GA2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2550+STABILITY: SURFACE MOTION
 GA2550
 GA2550  HISTORY     - Date     Condition        Report By
 GA2550  HISTORY     - 1964     MONUMENTED       TNHD
 GA2550  HISTORY     - 1980     GOOD             NGS
 GA2550
 GA2550                          STATION DESCRIPTION
 GA2550
 GA2550'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2550'8 MI SW FROM MAYNARDVILLE.
 GA2550'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2550'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2550'TURN LEFT AND GO 5.2 MILES SOUTHEAST ON STATE ROUTE 144 TO THE
 GA2550'JUNCTION OF STATE ROUTE 131, CONTINUE STRAIGHT AHEAD ON STATE
 GA2550'ROUTE 144 FOR ABOUT 100 FEET TO THE MARK ON THE LEFT.  THE MARK
 GA2550'IS 93 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2550'131, 14 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2550'144, 12 FEET SOUTHEAST OF A 12-INCH CEDAR TREE, 3.4 FEET SOUTHEAST
 GA2550'OF A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTHWEST OF A
 GA2550'BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2550'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2550'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GA2550
 GA2550                          STATION RECOVERY (1980)
 GA2550
 GA2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2551 ***********************************************************************
 GA2551  DESIGNATION -  33 F
 GA2551  PID         -  GA2551
 GA2551  STATE/COUNTY-  TN/UNION
 GA2551  USGS QUAD   -  GRAVESTON (1987)
 GA2551
 GA2551                         *CURRENT SURVEY CONTROL
 GA2551  ___________________________________________________________________
 GA2551* NAD 83(1986)-  36 09 34.     (N)    083 47 29.     (W)     SCALED    
 GA2551* NAVD 88     -       321.815  (meters)    1055.82   (feet)  ADJUSTED  
 GA2551  ___________________________________________________________________
 GA2551  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2551  DYNAMIC HT  -         321.520 (meters)    1054.85  (feet)  COMP
 GA2551  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 GA2551
 GA2551  VERT ORDER  -  SECOND    CLASS 0
 GA2551
 GA2551.The horizontal coordinates were scaled from a topographic map and have
 GA2551.an estimated accuracy of +/- 6 seconds.
 GA2551
 GA2551.The orthometric height was determined by differential leveling
 GA2551.and adjusted by the National Geodetic Survey in June 1991..
 GA2551
 GA2551.The geoid height was determined by GEOID03.
 GA2551
 GA2551.The dynamic height is computed by dividing the NAVD 88
 GA2551.geopotential number by the normal gravity value computed on the
 GA2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2551.degrees latitude (g = 980.6199 gals.).
 GA2551
 GA2551.The modeled gravity was interpolated from observed gravity values.
 GA2551
 GA2551;                    North         East    Units  Estimated Accuracy
 GA2551;SPC TN       -   204,850.      798,710.      MT  (+/- 180 meters Scaled)
 GA2551
 GA2551                          SUPERSEDED SURVEY CONTROL
 GA2551
 GA2551  NGVD 29 (??/??/92)  321.885  (m)         1056.05   (f) ADJ UNCH    2 0
 GA2551
 GA2551.Superseded values are not recommended for survey control.
 GA2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2551.See file dsdata.txt to determine how the superseded data were derived.
 GA2551
 GA2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488052(NAD 83)
 GA2551_MARKER: DD = SURVEY DISK
 GA2551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2551_SP_SET: CULVERT
 GA2551_STAMPING: 33-F 1964
 GA2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2551
 GA2551  HISTORY     - Date     Condition        Report By
 GA2551  HISTORY     - 1964     MONUMENTED       TNHD
 GA2551  HISTORY     - 1980     GOOD             NGS
 GA2551
 GA2551                          STATION DESCRIPTION
 GA2551
 GA2551'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2551'9 MI SW FROM MAYNARDVILLE.
 GA2551'FROM THE JUNCTION OF STATE ROUTE 144 AND STATE ROUTE 131 IN UNION
 GA2551'COUNTY, GO SOUTH ON STATE ROUTE 144 FOR 1.0 MILE TO THE MARK ON
 GA2551'THE LEFT.  THE MARK IS 17 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA2551'OF STATE ROUTE 144.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2551'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 2.6 FEET
 GA2551'NORTHWEST OF THE SOUTHEAST END OF THE NORTH HEADWALL, OF A
 GA2551'CONCRETE BOX CULVERT.
 GA2551
 GA2551                          STATION RECOVERY (1980)
 GA2551
 GA2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0681 ***********************************************************************
 FC0681  DESIGNATION -  3303
 FC0681  PID         -  FC0681
 FC0681  STATE/COUNTY-  TN/RHEA
 FC0681  USGS QUAD   -  SPRING CITY (1990)
 FC0681
 FC0681                         *CURRENT SURVEY CONTROL
 FC0681  ___________________________________________________________________
 FC0681* NAD 83(1986)-  35 40 50.     (N)    084 52 11.     (W)     SCALED    
 FC0681* NAVD 88     -       233.477  (meters)     766.00   (feet)  ADJUSTED  
 FC0681  ___________________________________________________________________
 FC0681  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0681  DYNAMIC HT  -         233.258 (meters)     765.28  (feet)  COMP
 FC0681  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FC0681
 FC0681  VERT ORDER  -  FIRST     CLASS II
 FC0681
 FC0681.The horizontal coordinates were scaled from a topographic map and have
 FC0681.an estimated accuracy of +/- 6 seconds.
 FC0681
 FC0681.The orthometric height was determined by differential leveling
 FC0681.and adjusted by the National Geodetic Survey in June 1991..
 FC0681
 FC0681.The geoid height was determined by GEOID03.
 FC0681
 FC0681.The dynamic height is computed by dividing the NAVD 88
 FC0681.geopotential number by the normal gravity value computed on the
 FC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0681.degrees latitude (g = 980.6199 gals.).
 FC0681
 FC0681.The modeled gravity was interpolated from observed gravity values.
 FC0681
 FC0681;                    North         East    Units  Estimated Accuracy
 FC0681;SPC TN       -   150,060.      702,310.      MT  (+/- 180 meters Scaled)
 FC0681
 FC0681                          SUPERSEDED SURVEY CONTROL
 FC0681
 FC0681  NGVD 29 (??/??/92)  233.563  (m)          766.28   (f) ADJ UNCH    1 2
 FC0681
 FC0681.Superseded values are not recommended for survey control.
 FC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0681.See file dsdata.txt to determine how the superseded data were derived.
 FC0681
 FC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE927506(NAD 83)
 FC0681_MARKER: DD = SURVEY DISK
 FC0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0681_STAMPING: 3303
 FC0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0681+STABILITY: SURFACE MOTION
 FC0681
 FC0681  HISTORY     - Date     Condition        Report By
 FC0681  HISTORY     - UNK      MONUMENTED       TNGS
 FC0681  HISTORY     - 1950     GOOD             NGS
 FC0681
 FC0681                          STATION DESCRIPTION
 FC0681
 FC0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0681'1 MI SW FROM SPRING CITY.
 FC0681'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0681'AT SPRING CITY, 132 YARDS SOUTHWEST OF THE SPRING CITY LIMIT SIGN,
 FC0681'87 YARDS NORTHEAST OF SEMAPHORE SIGNAL NO. 284.3, 64 FEET SOUTHEAST
 FC0681'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 21 FEET NORTHWEST OF
 FC0681'THE CENTER LINE OF U.S. HIGHWAY 27, 16 FEET SOUTHEAST OF A FENCE
 FC0681'LINE, 60 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 FC0681'HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 45
 FC0681'FEET SOUTHEAST OF A SWITCH STAND, 1/2 FOOT SOUTHEAST OF A T.V.A.
 FC0681'STEEL WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 FC0681'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0680 ***********************************************************************
 FC0680  DESIGNATION -  3304
 FC0680  PID         -  FC0680
 FC0680  STATE/COUNTY-  TN/RHEA
 FC0680  USGS QUAD   -  SPRING CITY (1990)
 FC0680
 FC0680                         *CURRENT SURVEY CONTROL
 FC0680  ___________________________________________________________________
 FC0680* NAD 83(1986)-  35 41 04.     (N)    084 52 02.     (W)     SCALED    
 FC0680* NAVD 88     -       232.774  (meters)     763.69   (feet)  ADJUSTED  
 FC0680  ___________________________________________________________________
 FC0680  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0680  DYNAMIC HT  -         232.555 (meters)     762.97  (feet)  COMP
 FC0680  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FC0680
 FC0680  VERT ORDER  -  FIRST     CLASS II
 FC0680
 FC0680.The horizontal coordinates were scaled from a topographic map and have
 FC0680.an estimated accuracy of +/- 6 seconds.
 FC0680
 FC0680.The orthometric height was determined by differential leveling
 FC0680.and adjusted by the National Geodetic Survey in June 1991..
 FC0680
 FC0680.The geoid height was determined by GEOID03.
 FC0680
 FC0680.The dynamic height is computed by dividing the NAVD 88
 FC0680.geopotential number by the normal gravity value computed on the
 FC0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0680.degrees latitude (g = 980.6199 gals.).
 FC0680
 FC0680.The modeled gravity was interpolated from observed gravity values.
 FC0680
 FC0680;                    North         East    Units  Estimated Accuracy
 FC0680;SPC TN       -   150,500.      702,530.      MT  (+/- 180 meters Scaled)
 FC0680
 FC0680                          SUPERSEDED SURVEY CONTROL
 FC0680
 FC0680  NGVD 29 (??/??/92)  232.859  (m)          763.97   (f) ADJ UNCH    1 2
 FC0680
 FC0680.Superseded values are not recommended for survey control.
 FC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0680.See file dsdata.txt to determine how the superseded data were derived.
 FC0680
 FC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE929510(NAD 83)
 FC0680_MARKER: DD = SURVEY DISK
 FC0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0680_STAMPING: 3304
 FC0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0680+STABILITY: SURFACE MOTION
 FC0680
 FC0680  HISTORY     - Date     Condition        Report By
 FC0680  HISTORY     - UNK      MONUMENTED       TNGS
 FC0680  HISTORY     - 1950     GOOD             NGS
 FC0680
 FC0680                          STATION DESCRIPTION
 FC0680
 FC0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0680'0.7 MI SW FROM SPRING CITY.
 FC0680'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0680'AT SPRING CITY, AT MILE POST 284, 53 FEET SOUTHEAST OF THE
 FC0680'SOUTHEAST RAIL OF THE MAIN TRACK, 28 FEET NORTHWEST OF THE CENTER
 FC0680'LINE OF U.S. HIGHWAY 27, 70 FEET EAST AND ACROSS THE TRACK FROM
 FC0680'MILE POST 284, 5 FEET SOUTHEAST OF A FENCE LINE, 1/2 FOOT
 FC0680'SOUTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT BELOW
 FC0680'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0680'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1711 ***********************************************************************
 GD1711  DESIGNATION -  34 110 C CAP
 GD1711  PID         -  GD1711
 GD1711  STATE/COUNTY-  TN/DYER
 GD1711  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1711
 GD1711                         *CURRENT SURVEY CONTROL
 GD1711  ___________________________________________________________________
 GD1711* NAD 83(1995)-  36 03 14.11350(N)    089 40 11.13952(W)     ADJUSTED  
 GD1711* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1711  ___________________________________________________________________
 GD1711  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GD1711  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1711
 GD1711  HORZ ORDER  -  SECOND
 GD1711
 GD1711.The horizontal coordinates were established by classical geodetic methods
 GD1711.and adjusted by the National Geodetic Survey in April 1999..
 GD1711
 GD1711.The orthometric height was scaled from a topographic map.
 GD1711
 GD1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1711
 GD1711.The geoid height was determined by GEOID03.
 GD1711
 GD1711;                    North         East     Units Scale Factor Converg.
 GD1711;SPC TN       -   197,096.425   269,438.317   MT  0.99995574   -2 08 54.3
 GD1711;SPC TN       -   646,640.52    883,982.21   sFT  0.99995574   -2 08 54.3
 GD1711;SPC AR N     -   193,372.629   609,933.814   MT  0.99996945   +1 21 21.5
 GD1711;SPC AR N     -   634,423.37  2,001,091.19   sFT  0.99996945   +1 21 21.5
 GD1711;SPC MO E     -    24,793.240   324,802.245   MT  1.00000225   +0 29 19.2
 GD1711;UTM  16      - 3,993,227.922   259,517.731   MT  1.00031264   -1 34 19.3
 GD1711
 GD1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1711!SPC TN       -   0.99999171  x   0.99995574  =   0.99994745
 GD1711!SPC AR N     -   0.99999171  x   0.99996945  =   0.99996116
 GD1711!SPC MO E     -   0.99999171  x   1.00000225  =   0.99999396
 GD1711!UTM  16      -   0.99999171  x   1.00031264  =   1.00030435
 GD1711
 GD1711                          SUPERSEDED SURVEY CONTROL
 GD1711
 GD1711  NAD 83(1995)-  36 03 14.11365(N)    089 40 11.14031(W) AD(       ) 2
 GD1711  NAD 83(1995)-  36 03 14.11336(N)    089 40 11.14013(W) AD(       ) 2
 GD1711  NAD 83(1986)-  36 03 14.12508(N)    089 40 11.14000(W) AD(       ) 2
 GD1711  NAD 27      -  36 03 13.86760(N)    089 40 10.85310(W) AD(       ) 2
 GD1711
 GD1711.Superseded values are not recommended for survey control.
 GD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1711.See file dsdata.txt to determine how the superseded data were derived.
 GD1711
 GD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5951893228(NAD 83)
 GD1711_MARKER: P = PIPE CAP
 GD1711_SETTING: 0 = UNSPECIFIED SETTING
 GD1711_STAMPING: BM-REF 34-110 C 1953
 GD1711_MARK LOGO: USE   
 GD1711
 GD1711  HISTORY     - Date     Condition        Report By
 GD1711  HISTORY     - 1953     MONUMENTED       USE
 GD1711
 GD1711                          STATION DESCRIPTION
 GD1711
 GD1711'DESCRIBED BY US ENGINEERS 1953
 GD1711'THE STATION IS ABOUT 11 MILES WEST OF FINLEY, ABOUT 0.2 MILE
 GD1711'SOUTHEAST OF A FERRY LANDING AND ABOUT 0.2 MILE
 GD1711'EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER.
 GD1711'
 GD1711'B.M. 110 C (USED) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 GD1711'U.S. ENGINEERS DEPARTMENT CAP STAMPED BM-REF 34-110 C 1953 RIVETED
 GD1711'TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 20
 GD1711'FEET SOUTH OF A WIRE FENCE AT THE SOUTH SIDE OF A CULTIVATED
 GD1711'FIELD, 9 FEET EAST OF A 24 INCH PECAN TREE AND 1 FOOT SOUTH OF
 GD1711'A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2208 ***********************************************************************
 GC2208  DESIGNATION -  34 EOM 872
 GC2208  PID         -  GC2208
 GC2208  STATE/COUNTY-  TN/ROBERTSON
 GC2208  USGS QUAD   -  WHITE HOUSE (1981)
 GC2208
 GC2208                         *CURRENT SURVEY CONTROL
 GC2208  ___________________________________________________________________
 GC2208* NAD 83(1995)-  36 28 15.09646(N)    086 39 08.76867(W)     ADJUSTED  
 GC2208* NAVD 88     -       265.65   (+/-2cm)     871.6    (feet)  VERTCON   
 GC2208  ___________________________________________________________________
 GC2208  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GC2208  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2208
 GC2208  HORZ ORDER  -  SECOND
 GC2208  VERT ORDER  -  THIRD ? (See Below)
 GC2208
 GC2208.The horizontal coordinates were established by classical geodetic methods
 GC2208.and adjusted by the National Geodetic Survey in April 1999..
 GC2208
 GC2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2208.The vertical order pertains to the NGVD 29 superseded value.
 GC2208
 GC2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2208
 GC2208.The geoid height was determined by GEOID03.
 GC2208
 GC2208;                    North         East     Units Scale Factor Converg.
 GC2208;SPC TN       -   237,357.312   541,525.514   MT  1.00001006   -0 22 55.1
 GC2208;SPC TN       -   778,729.78  1,776,654.96   sFT  1.00001006   -0 22 55.1
 GC2208;SPC KY1Z     - 1,015,655.555 1,419,104.368   MT  1.00020273   -0 33 14.6
 GC2208;SPC KY1Z     - 3,332,196.60  4,655,844.91   sFT  1.00020273   -0 33 14.6
 GC2208;SPC KY S     -   515,648.343   419,116.044   MT  1.00005800   -0 32 50.3
 GC2208;SPC KY S     - 1,691,756.27  1,375,049.89   sFT  1.00005800   -0 32 50.3
 GC2208;UTM  16      - 4,036,231.921   531,137.925   MT  0.99961195   +0 12 23.8
 GC2208
 GC2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2208!SPC TN       -   0.99996296  x   1.00001006  =   0.99997302
 GC2208!SPC KY1Z     -   0.99996296  x   1.00020273  =   1.00016568
 GC2208!SPC KY S     -   0.99996296  x   1.00005800  =   1.00002096
 GC2208!UTM  16      -   0.99996296  x   0.99961195  =   0.99957492
 GC2208
 GC2208                          SUPERSEDED SURVEY CONTROL
 GC2208
 GC2208  NAD 83(1995)-  36 28 15.09704(N)    086 39 08.76969(W) AD(       ) 2
 GC2208  NAD 83(1995)-  36 28 15.10307(N)    086 39 08.77185(W) AD(       ) 2
 GC2208  NAD 83(1986)-  36 28 15.10598(N)    086 39 08.77201(W) AD(       ) 2
 GC2208  NAD 27      -  36 28 14.94500(N)    086 39 08.79200(W) AD(       ) 2
 GC2208  NGVD 29 (07/19/86)  265.71   (m)          871.8    (f) LEVELING    3  
 GC2208
 GC2208.Superseded values are not recommended for survey control.
 GC2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2208.See file dsdata.txt to determine how the superseded data were derived.
 GC2208
 GC2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3113836232(NAD 83)
 GC2208_MARKER: DB = BENCH MARK DISK
 GC2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2208_STAMPING: 34 EOM 872 1950
 GC2208_MARK LOGO: USGS  
 GC2208
 GC2208  HISTORY     - Date     Condition        Report By
 GC2208  HISTORY     - 1951     MONUMENTED       CGS
 GC2208  HISTORY     - 1968     GOOD             CGS
 GC2208
 GC2208                          STATION DESCRIPTION
 GC2208
 GC2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2208'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE POST OFFICE IN WHITE
 GC2208'HOUSE AND 1 BLOCK NORTHWEST OF THE INTERSECTION OF MAIN STREET AND
 GC2208'U.S. HIGHWAY 31W ON THE GROUNDS OF THE WHITE HOUSE METHODIST CHURCH.
 GC2208'IT IS 65 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 20 FEET
 GC2208'SOUTH OF THE CENTER OF DRIVEWAY. THE MARK IS AN 8X8 INCH CONCRETE
 GC2208'POST PROJECTING ABOUT 8 INCHES AND THE DISK STAMPED 34 EOM 1950, 872
 GC2208'(FEET ABOVE SEA LEVEL).
 GC2208'
 GC2208'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITEHOUSE
 GC2208'AND THE DISTANCE IN 143.64 FEET, (43.781 METERS).
 GC2208
 GC2208                          STATION RECOVERY (1968)
 GC2208
 GC2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2208'THIS MARK WAS RECOVERED IN FAIR CONDITION. IT IS AT THE WHITEHOUSE
 GC2208'1951 TRIANGULATION STATION SITE.
 GC2208'
 GC2208'TO REACH THE STATION FROM THE NEW POST OFFICE IIN WHITE HOUSE, GO
 GC2208'EASTERLY ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U.S.  HIGHWAY 31W.
 GC2208'HERE TURN LEFT AND GO NORTHERLY ON U.S. HIGHWAY 31W FOR 0.15 OF A
 GC2208'MILE TO A PAVED DRIVEWAY ON THE LEFT, TURN LEFT ON THIS PAVED
 GC2208'DRIVEWAY AND GO WESTERLY ABOUT 0.05 OF A MILE TO THE WHITE HOUSE
 GC2208'UTILITY DISTRICT OFFICE AND WAREHOUSE, AND THE MARK AS DESCRIBED.
 GC2208'
 GC2208'THE MARK IS 143.68 FEET SOUTH OF THE STATION MARK, 78 FEET WEST OF A
 GC2208'10-INCH, TRIPLE TRUNKED CEDAR TREE, 72 FEET SOUTHEAST OF THE
 GC2208'NORTHEAST CORNER OF THE OFFICE BUILDING, 58 FEET EAST OF THE
 GC2208'SOUTHEAST CORNER OF THE OFFICE BUILDING, 51 FEET NORTH-NORTHEAST OF
 GC2208'A 36-INCH BLACK OAK TREE, 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2208'THE DRIVEWAY, AND ABOUT 6 FEET BELOW THE ELEVATION OF THE STATION
 GC2208'MARK. IT IS A USGS BENCH MARK DISK SET IN THE TOP OF A 7-INCH,
 GC2208'SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 GC2208'IS STAMPED 872 34EOM 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1940 ***********************************************************************
 FC1940  DESIGNATION -  3474
 FC1940  PID         -  FC1940
 FC1940  STATE/COUNTY-  TN/MARION
 FC1940  USGS QUAD   -  KETNER GAP (1976)
 FC1940
 FC1940                         *CURRENT SURVEY CONTROL
 FC1940  ___________________________________________________________________
 FC1940* NAD 83(1986)-  35 11 22.     (N)    085 29 09.     (W)     SCALED    
 FC1940* NAVD 88     -       206.60   (+/-2cm)     677.8    (feet)  VERTCON   
 FC1940  ___________________________________________________________________
 FC1940  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1940
 FC1940  VERT ORDER  -  THIRD (See Below)
 FC1940
 FC1940.The horizontal coordinates were scaled from a topographic map and have
 FC1940.an estimated accuracy of +/- 6 seconds.
 FC1940
 FC1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1940.The vertical order pertains to the NGVD 29 superseded value.
 FC1940
 FC1940.The geoid height was determined by GEOID03.
 FC1940
 FC1940;                    North         East    Units  Estimated Accuracy
 FC1940;SPC TN       -    95,110.      646,830.      MT  (+/- 180 meters Scaled)
 FC1940
 FC1940                          SUPERSEDED SURVEY CONTROL
 FC1940
 FC1940  NGVD 29 (??/??/??)  206.64   (m)          678.0    (f) N HEIGHT    3  
 FC1940
 FC1940.Superseded values are not recommended for survey control.
 FC1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1940.See file dsdata.txt to determine how the superseded data were derived.
 FC1940
 FC1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD378951(NAD 83)
 FC1940_MARKER: DB = BENCH MARK DISK
 FC1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1940_SP_SET: SQUARE CONCRETE MONUMENT
 FC1940_STAMPING: 3474
 FC1940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1940+STABILITY: SURFACE MOTION
 FC1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1940+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1987
 FC1940
 FC1940  HISTORY     - Date     Condition        Report By
 FC1940  HISTORY     - 1934     MONUMENTED       TNGS
 FC1940  HISTORY     - 19870506 GOOD             TNDT
 FC1940
 FC1940                          STATION DESCRIPTION
 FC1940
 FC1940'DESCRIBED BY TN DEPT OF TRANSP 1987
 FC1940'THE MARK IS LOCATED ON ALVIN C YORK HIGHWAY, STATE HIGHWAY 28, 230
 FC1940'FEET NORTH OF POWELLS CROSSROADS ON DUNLAP HIGHWAY, 20 FEET WEST OF
 FC1940'CENTER LINE OF ROAD.  A STANDARD TABLET STAMPED 3474 AND SET IN A
 FC1940'CONCRETE MONUMENT, 1.3 FEET ABOVE GROUND.  A STEEL POST WITH CONTROL
 FC1940'MARKER SIGN SET AT THE MONUMENT.  ELEVATION 677.938 FEET OR 206.636
 FC1940'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2575 ***********************************************************************
 AJ2575  DESIGNATION -  35
 AJ2575  PID         -  AJ2575
 AJ2575  STATE/COUNTY-  TN/SHELBY
 AJ2575  USGS QUAD   -  MILLINGTON (1997)
 AJ2575
 AJ2575                         *CURRENT SURVEY CONTROL
 AJ2575  ___________________________________________________________________
 AJ2575* NAD 83(1995)-  35 18 40.90226(N)    089 56 31.90514(W)     ADJUSTED  
 AJ2575* NAVD 88     -        81.5    (meters)     267.     (feet)  GPS OBS   
 AJ2575  ___________________________________________________________________
 AJ2575  X           -       5,256.810 (meters)                     COMP
 AJ2575  Y           -  -5,210,578.252 (meters)                     COMP
 AJ2575  Z           -   3,666,140.662 (meters)                     COMP
 AJ2575  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AJ2575  ELLIP HEIGHT-          54.18  (meters)          (04/26/01) GPS OBS
 AJ2575  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2575
 AJ2575  HORZ ORDER  -  FIRST
 AJ2575  ELLP ORDER  -  FOURTH    CLASS I
 AJ2575
 AJ2575.The horizontal coordinates were established by GPS observations
 AJ2575.and adjusted by the National Geodetic Survey in April 2001..
 AJ2575
 AJ2575.The orthometric height was determined by GPS observations and a
 AJ2575.high-resolution geoid model.
 AJ2575
 AJ2575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2575
 AJ2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2575
 AJ2575.The ellipsoidal height was determined by GPS observations
 AJ2575.and is referenced to NAD 83.
 AJ2575
 AJ2575.The geoid height was determined by GEOID03.
 AJ2575
 AJ2575;                    North         East     Units Scale Factor Converg.
 AJ2575;SPC TN       -   115,731.756   241,593.301   MT  0.99998974   -2 18 28.5
 AJ2575;SPC TN       -   379,696.60    792,627.36   sFT  0.99998974   -2 18 28.5
 AJ2575;UTM  16      - 3,911,544.770   232,501.405   MT  1.00048193   -1 42 06.0
 AJ2575;UTM  15      - 3,911,863.275   778,012.740   MT  1.00055263   +1 46 07.0
 AJ2575
 AJ2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2575!SPC TN       -   0.99999150  x   0.99998974  =   0.99998124
 AJ2575!UTM  16      -   0.99999150  x   1.00048193  =   1.00047342
 AJ2575!UTM  15      -   0.99999150  x   1.00055263  =   1.00054412
 AJ2575
 AJ2575                          SUPERSEDED SURVEY CONTROL
 AJ2575
 AJ2575.No superseded survey control is available for this station.
 AJ2575
 AJ2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3250111545(NAD 83)
 AJ2575_MARKER: DD = SURVEY DISK
 AJ2575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2575+WITH SETTING: INFORMATION.
 AJ2575_STAMPING: 035
 AJ2575_MARK LOGO: MLGW  
 AJ2575_PROJECTION: FLUSH
 AJ2575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2575+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2575_ROD/PIPE-DEPTH:  0.8 meters
 AJ2575
 AJ2575  HISTORY     - Date     Condition        Report By
 AJ2575  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2575
 AJ2575                          STATION DESCRIPTION
 AJ2575
 AJ2575'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2575'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 0.25
 AJ2575'MILES (0.40 KM) SOUTHWEST OF MILLINGTON TENNESSEE IN THE LUCY
 AJ2575'COMMUNITY.
 AJ2575'TO REACH THE STATION FROM THE INTERSECTION OF PAUL BARRET PARKWAY (TN
 AJ2575'HWY-385) AND HIGHWAY 51 (TN HWY-51) PROCEED SOUTH ON HIGHWAY 51 FOR
 AJ2575'APPROXIMATELY 1.85 MILES (2.98 KM) TO SYKES ROAD.  THE STATION IS ON
 AJ2575'THE LEFT.
 AJ2575'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2575'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONRETE TO
 AJ2575'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2575'SEPERATING NORTH AND SOUTH BOUND LANES OF HIGHWAY 51, 117.60 FEET
 AJ2575'(35.84 M) NORTHWEST OF A WOOD POWER POLE NO.  16764, 101.00 FEET
 AJ2575'(30.78 M) NORTHEAST OF A WOOD PHONE POLE NO.  B90, 116.40 FEET (35.48
 AJ2575'M) SOUTHEAST OF A WOOD PHONE POLE NO.  B89, 38.70 FEET (11.80 M) WEST
 AJ2575'OF THE CENTERLINE OF THE NORTH BOUND LANES, 45.50 FEET (13.87 M) SOUTH
 AJ2575'OF THE CENTERLINE OF SYKES ROAD, 10.00 FEET (3.05 M) NORTH OF THE
 AJ2575'CENTER OF A 4 X 4 DRAIN INLET.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2575'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2473 ***********************************************************************
 FE2473  DESIGNATION -  35 54 17
 FE2473  PID         -  FE2473
 FE2473  STATE/COUNTY-  TN/HARDEMAN
 FE2473  USGS QUAD   -  WHITEVILLE (1981)
 FE2473
 FE2473                         *CURRENT SURVEY CONTROL
 FE2473  ___________________________________________________________________
 FE2473* NAD 83(1995)-  35 16 38.22086(N)    089 10 13.50981(W)     ADJUSTED  
 FE2473* NAVD 88     -       172.     (meters)     564.     (feet)  VERTCON   
 FE2473  ___________________________________________________________________
 FE2473  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FE2473  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2473
 FE2473  HORZ ORDER  -  SECOND
 FE2473
 FE2473.The horizontal coordinates were established by classical geodetic methods
 FE2473.and adjusted by the National Geodetic Survey in April 1999..
 FE2473
 FE2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2473
 FE2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2473
 FE2473.The geoid height was determined by GEOID03.
 FE2473
 FE2473;                    North         East     Units Scale Factor Converg.
 FE2473;SPC TN       -   109,403.115   311,609.750   MT  0.99999530   -1 51 21.9
 FE2473;SPC TN       -   358,933.39  1,022,339.65   sFT  0.99999530   -1 51 21.9
 FE2473;UTM  16      - 3,905,953.382   302,600.228   MT  1.00008024   -1 15 14.0
 FE2473
 FE2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2473!SPC TN       -   0.99997736  x   0.99999530  =   0.99997266
 FE2473!UTM  16      -   0.99997736  x   1.00008024  =   1.00005760
 FE2473
 FE2473                          SUPERSEDED SURVEY CONTROL
 FE2473
 FE2473  NAD 83(1995)-  35 16 38.22597(N)    089 10 13.51164(W) AD(       ) 2
 FE2473  NAD 83(1995)-  35 16 38.22713(N)    089 10 13.51165(W) AD(       ) 2
 FE2473  NAD 83(1986)-  35 16 38.23278(N)    089 10 13.51010(W) AD(       ) 2
 FE2473  NAD 27      -  35 16 37.93220(N)    089 10 13.27340(W) AD(       ) 2
 FE2473  NGVD 29 (07/19/86)  172.     (m)          564.     (f) VERT ANG       
 FE2473
 FE2473.Superseded values are not recommended for survey control.
 FE2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2473.See file dsdata.txt to determine how the superseded data were derived.
 FE2473
 FE2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0260005953(NAD 83)
 FE2473_MARKER: DB = BENCH MARK DISK
 FE2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2473+STABILITY: SURFACE MOTION
 FE2473
 FE2473  HISTORY     - Date     Condition        Report By
 FE2473  HISTORY     - 1958     MONUMENTED       TNDG
 FE2473
 FE2473                          STATION DESCRIPTION
 FE2473
 FE2473'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958 (GWM)
 FE2473'THE STATION IS ABOUT 10 MILES WEST OF BOLIVAR, 3 MILES SOUTH OF
 FE2473'WHITEVILLE AND 1 MILE WEST OF CLEAR CREEK, ON PROPERTY OWNED BY MR.
 FE2473'JIM HERRON. IT IS 27 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE2473'12 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 19 FEET NORTH OF A
 FE2473'WIRE FENCE AND 13 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS A 3
 FE2473'INCH DISK SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 3
 FE2473'INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED W P A
 FE2473'35-54-17.
 FE2473'
 FE2473'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLEAR. THE
 FE2473'MARK IS 10.143 FEET, 3.0917 METERS SOUTHEAST OF STATION CLEAR.
 FE2473'
 FE2473'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO
 FE2473'SOUTHWEST ON U.S. HIGHWAY 64 FOR 0.05 MILE TO A PAVED SIDEROAD
 FE2473'LEFT. TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.95 MILES TO THE END
 FE2473'OF THE PAVEMENT. CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 1.45
 FE2473'MILES TO A CROSSROAD (JUST AFTER PASSING A HOUSE ON THE RIGHT WITH
 FE2473'THREE GABLES). CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.8
 FE2473'MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2471 ***********************************************************************
 FE2471  DESIGNATION -  35 60 3
 FE2471  PID         -  FE2471
 FE2471  STATE/COUNTY-  TN/HARDEMAN
 FE2471  USGS QUAD   -  WHITEVILLE (1981)
 FE2471
 FE2471                         *CURRENT SURVEY CONTROL
 FE2471  ___________________________________________________________________
 FE2471* NAD 83(1995)-  35 20 09.22718(N)    089 09 07.45461(W)     ADJUSTED  
 FE2471* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 FE2471  ___________________________________________________________________
 FE2471  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FE2471  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE2471
 FE2471  HORZ ORDER  -  SECOND
 FE2471
 FE2471.The horizontal coordinates were established by classical geodetic methods
 FE2471.and adjusted by the National Geodetic Survey in April 1999..
 FE2471
 FE2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2471
 FE2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2471
 FE2471.The geoid height was determined by GEOID03.
 FE2471
 FE2471;                    North         East     Units Scale Factor Converg.
 FE2471;SPC TN       -   115,848.644   313,487.620   MT  0.99998595   -1 50 43.3
 FE2471;SPC TN       -   380,080.09  1,028,500.63   sFT  0.99998595   -1 50 43.3
 FE2471;UTM  16      - 3,912,418.812   304,410.515   MT  1.00007147   -1 14 42.3
 FE2471
 FE2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2471!SPC TN       -   0.99998036  x   0.99998595  =   0.99996631
 FE2471!UTM  16      -   0.99998036  x   1.00007147  =   1.00005182
 FE2471
 FE2471                          SUPERSEDED SURVEY CONTROL
 FE2471
 FE2471  NAD 83(1995)-  35 20 09.23243(N)    089 09 07.45649(W) AD(       ) 2
 FE2471  NAD 83(1995)-  35 20 09.23328(N)    089 09 07.45680(W) AD(       ) 2
 FE2471  NAD 83(1986)-  35 20 09.23908(N)    089 09 07.45498(W) AD(       ) 2
 FE2471  NAD 27      -  35 20 08.94370(N)    089 09 07.22130(W) AD(       ) 2
 FE2471  NGVD 29 (07/19/86)  153.     (m)          502.     (f) VERT ANG       
 FE2471
 FE2471.Superseded values are not recommended for survey control.
 FE2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2471.See file dsdata.txt to determine how the superseded data were derived.
 FE2471
 FE2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0441112419(NAD 83)
 FE2471_MARKER: DD = SURVEY DISK
 FE2471_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FE2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2471
 FE2471  HISTORY     - Date     Condition        Report By
 FE2471  HISTORY     - 1958     MONUMENTED       TNDG
 FE2471
 FE2471                          STATION DESCRIPTION
 FE2471
 FE2471'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958
 FE2471'THE STATION IS ABOUT 0.6 MILE NORTH OF THE CENTER OF WHITEVILLE AND
 FE2471'ON PROPERTY OWNED BY MR. WALTER SIMMONS.
 FE2471'
 FE2471'35-60-3 TNDG IS 24 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 2
 FE2471'FEET NORTHEAST OF A POWERLINE POLE AND 4
 FE2471'FEET EAST OF A FENCE CORNER.  IT IS A BRONZE DISK SET IN THE TOP OF A
 FE2471'PRECASTE CONCRETE POST PROJECTING 3 INCHES AND STAMPED 35 60 3.
 FE2471'
 FE2471'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO NORTH,
 FE2471'ON THE PAVED ROAD AT THE EAST SIDE OF THE DEPOT, FOR 0.45 MILE TO
 FE2471'WHITEVILLE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE ROAD.
 FE2471'CONTINUE NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST,
 FE2471'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3686 ***********************************************************************
 DH3686  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3686  DESIGNATION -  3500W01
 DH3686  PID         -  DH3686
 DH3686  STATE/COUNTY-  TN/SHELBY
 DH3686  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 DH3686
 DH3686                         *CURRENT SURVEY CONTROL
 DH3686  ___________________________________________________________________
 DH3686* NAD 83(1995)-  35 00 21.80516(N)    090 04 59.11014(W)     ADJUSTED  
 DH3686* NAVD 88     -        92.98   (meters)     305.1    (feet)  GPS OBS   
 DH3686  ___________________________________________________________________
 DH3686  X           -      -7,584.299 (meters)                     COMP
 DH3686  Y           -  -5,230,089.653 (meters)                     COMP
 DH3686  Z           -   3,638,454.987 (meters)                     COMP
 DH3686  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DH3686  ELLIP HEIGHT-          65.64  (meters)          (05/31/05) GPS OBS
 DH3686  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3686
 DH3686  HORZ ORDER  -  FIRST
 DH3686  ELLP ORDER  -  FOURTH    CLASS II
 DH3686
 DH3686.The horizontal coordinates were established by GPS observations
 DH3686.and adjusted by the National Geodetic Survey in May 2005..
 DH3686
 DH3686.The orthometric height was determined by GPS observations and a
 DH3686.high-resolution geoid model using precise GPS observation and
 DH3686.processing techniques.
 DH3686
 DH3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3686
 DH3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3686
 DH3686.The ellipsoidal height was determined by GPS observations
 DH3686.and is referenced to NAD 83.
 DH3686
 DH3686.The geoid height was determined by GEOID03.
 DH3686
 DH3686;                    North         East     Units Scale Factor Converg.
 DH3686;SPC TN       -    82,414.206   227,378.745   MT  1.00005200   -2 23 25.4
 DH3686;SPC TN       -   270,387.27    745,991.77   sFT  1.00005200   -2 23 25.4
 DH3686;UTM  15      - 3,877,603.839   766,193.222   MT  1.00047340   +1 40 27.5
 DH3686;UTM  16      - 3,878,059.907   218,637.236   MT  1.00057580   -1 46 11.3
 DH3686
 DH3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3686!SPC TN       -   0.99998970  x   1.00005200  =   1.00004170
 DH3686!UTM  15      -   0.99998970  x   1.00047340  =   1.00046309
 DH3686!UTM  16      -   0.99998970  x   1.00057580  =   1.00056549
 DH3686
 DH3686                          SUPERSEDED SURVEY CONTROL
 DH3686
 DH3686.No superseded survey control is available for this station.
 DH3686
 DH3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6619377604(NAD 83)
 DH3686_MARKER: DD = SURVEY DISK
 DH3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3686_STAMPING: 3500W01 2003
 DH3686_MARK LOGO: USACE 
 DH3686_PROJECTION: RECESSED 12 CENTIMETERS
 DH3686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3686+STABILITY: SURFACE MOTION
 DH3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3686+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 DH3686
 DH3686  HISTORY     - Date     Condition        Report By
 DH3686  HISTORY     - 20030428 MONUMENTED       USACE
 DH3686  HISTORY     - 20030701 GOOD             EMCINC
 DH3686
 DH3686                          STATION DESCRIPTION
 DH3686
 DH3686'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3686'TO REACH MARK FROM THE JUNCTION OF U.S. HIGHWAY 61 (THIRD STREET) AND
 DH3686'HOLMES ROAD IN  THE SOUTHWEST CORNER OF MEMPHIS, TENNESSEE, PROCEED
 DH3686'EAST ALONG HOLMES ROAD FOR 1.25  MILES TO ITS INTERSECTION WITH
 DH3686'LODESTONE WAY AND THE MARK ON THE RIGHT. MARK IS  LOCATED 23.0 FEET
 DH3686'SOUTH OF THE CENTERLINE OF HOLMES ROAD, 75.1 FEET WEST OF THE
 DH3686'CENTERLINE OF LODESTONE WAY, 19.2 FEET NORTH OF A POWER POLE WITH
 DH3686'STREET LIGHT AND  WITNESS POST AND 3.6 FEET SOUTHWEST OF A FIRE PLUG.
 DH3686'A MEMPHIS CORPS OF ENGINEERS  MAGNETIZED ALUMINUM DISK ATTACHED TO A
 DH3686'7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER.  DISK AND ACCESS COVER
 DH3686'STAMPED 3500W01 2003. DISK IS RECESSED 12 CENTIMETERS BELOW  ACCESS
 DH3686'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1182 ***********************************************************************
 FC1182  DESIGNATION -  3501
 FC1182  PID         -  FC1182
 FC1182  STATE/COUNTY-  TN/HAMILTON
 FC1182  USGS QUAD   -  CHATTANOOGA (1976)
 FC1182
 FC1182                         *CURRENT SURVEY CONTROL
 FC1182  ___________________________________________________________________
 FC1182* NAD 83(1986)-  35 02 58.     (N)    085 18 24.     (W)     SCALED    
 FC1182* NAVD 88     -       222.381  (meters)     729.60   (feet)  ADJUSTED  
 FC1182  ___________________________________________________________________
 FC1182  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1182  DYNAMIC HT  -         222.160 (meters)     728.87  (feet)  COMP
 FC1182  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FC1182
 FC1182  VERT ORDER  -  FIRST     CLASS II
 FC1182
 FC1182.The horizontal coordinates were scaled from a topographic map and have
 FC1182.an estimated accuracy of +/- 6 seconds.
 FC1182
 FC1182.The orthometric height was determined by differential leveling
 FC1182.and adjusted by the National Geodetic Survey in June 1991..
 FC1182
 FC1182.The geoid height was determined by GEOID03.
 FC1182
 FC1182.The dynamic height is computed by dividing the NAVD 88
 FC1182.geopotential number by the normal gravity value computed on the
 FC1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1182.degrees latitude (g = 980.6199 gals.).
 FC1182
 FC1182.The modeled gravity was interpolated from observed gravity values.
 FC1182
 FC1182;                    North         East    Units  Estimated Accuracy
 FC1182;SPC TN       -    79,680.      663,260.      MT  (+/- 180 meters Scaled)
 FC1182
 FC1182                          SUPERSEDED SURVEY CONTROL
 FC1182
 FC1182  NGVD 29 (??/??/92)  222.415  (m)          729.71   (f) ADJ UNCH    1 2
 FC1182
 FC1182.Superseded values are not recommended for survey control.
 FC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1182.See file dsdata.txt to determine how the superseded data were derived.
 FC1182
 FC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD544798(NAD 83)
 FC1182_MARKER: DD = SURVEY DISK
 FC1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1182_STAMPING: 3501
 FC1182_MARK LOGO: TNGS  
 FC1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1182+STABILITY: SURFACE MOTION
 FC1182
 FC1182  HISTORY     - Date     Condition        Report By
 FC1182  HISTORY     - UNK      MONUMENTED       TNGS
 FC1182  HISTORY     - 1950     GOOD             CGS
 FC1182  HISTORY     - 1962     GOOD             CGS
 FC1182  HISTORY     - 1983     GOOD             NGS
 FC1182
 FC1182                          STATION DESCRIPTION
 FC1182
 FC1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1182'AT CHATTANOOGA.
 FC1182'AT CHATTANOOGA, AT THE EAST ENTRANCE TO THE HAMILTON COUNTY
 FC1182'COURT HOUSE, IN A GROUP OF SHRUBS, 15 FEET SOUTH OF THE CENTER
 FC1182'OF THE SOUTH ONE OF TWO EAST ENTRANCES TO COURT HOUSE, 7 FEET
 FC1182'SOUTHWEST OF A STONE CURBING AROUND LAWN, ABOUT 4 1/2 FEET
 FC1182'ABOVE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1182'1 INCH.
 FC1182
 FC1182                          STATION RECOVERY (1962)
 FC1182
 FC1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1182'RECOVERED IN GOOD CONDITION.
 FC1182
 FC1182                          STATION RECOVERY (1983)
 FC1182
 FC1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3689 ***********************************************************************
 DH3689  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3689  DESIGNATION -  3530E02
 DH3689  PID         -  DH3689
 DH3689  STATE/COUNTY-  TN/TIPTON
 DH3689  USGS QUAD   -  GILT EDGE (1981)
 DH3689
 DH3689                         *CURRENT SURVEY CONTROL
 DH3689  ___________________________________________________________________
 DH3689* NAD 83(1995)-  35 30 06.97608(N)    089 50 05.09436(W)     ADJUSTED  
 DH3689* NAVD 88     -       126.22   (meters)     414.1    (feet)  GPS OBS   
 DH3689  ___________________________________________________________________
 DH3689  X           -      14,993.026 (meters)                     COMP
 DH3689  Y           -  -5,198,345.286 (meters)                     COMP
 DH3689  Z           -   3,683,400.473 (meters)                     COMP
 DH3689  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DH3689  ELLIP HEIGHT-          98.95  (meters)          (05/31/05) GPS OBS
 DH3689  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DH3689
 DH3689  HORZ ORDER  -  FIRST
 DH3689  ELLP ORDER  -  FOURTH    CLASS II
 DH3689
 DH3689.The horizontal coordinates were established by GPS observations
 DH3689.and adjusted by the National Geodetic Survey in May 2005..
 DH3689
 DH3689.The orthometric height was determined by GPS observations and a
 DH3689.high-resolution geoid model using precise GPS observation and
 DH3689.processing techniques.
 DH3689
 DH3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3689
 DH3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3689
 DH3689.The ellipsoidal height was determined by GPS observations
 DH3689.and is referenced to NAD 83.
 DH3689
 DH3689.The geoid height was determined by GEOID03.
 DH3689
 DH3689;                    North         East     Units Scale Factor Converg.
 DH3689;SPC TN       -   136,470.942   252,185.122   MT  0.99996510   -2 14 42.1
 DH3689;SPC TN       -   447,738.42    827,377.35   sFT  0.99996510   -2 14 42.1
 DH3689;UTM  16      - 3,932,403.935   242,879.624   MT  1.00041478   -1 38 49.7
 DH3689
 DH3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3689!SPC TN       -   0.99998447  x   0.99996510  =   0.99994957
 DH3689!UTM  16      -   0.99998447  x   1.00041478  =   1.00039924
 DH3689
 DH3689                          SUPERSEDED SURVEY CONTROL
 DH3689
 DH3689.No superseded survey control is available for this station.
 DH3689
 DH3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4288032404(NAD 83)
 DH3689_MARKER: DD = SURVEY DISK
 DH3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3689_STAMPING: 3530E02 2003
 DH3689_MARK LOGO: USACE 
 DH3689_PROJECTION: RECESSED 11 CENTIMETERS
 DH3689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3689+STABILITY: SURFACE MOTION
 DH3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3689+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DH3689
 DH3689  HISTORY     - Date     Condition        Report By
 DH3689  HISTORY     - 20030429 MONUMENTED       USACE
 DH3689  HISTORY     - 20030703 GOOD             EMCINC
 DH3689
 DH3689                          STATION DESCRIPTION
 DH3689
 DH3689'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3689'MARK IS LOCATED 4.0 MILES NORTH, NORTHWEST OF MUNFORD, TENNESSEE. TO
 DH3689'REACH MARK FROM  THE JUNCTION OF STATE HIGHWAY 59 WEST AND STATE
 DH3689'HIGHWAY 178 IN GILT EDGE, TENNESSEE  WHICH IS 10.5 MILES WEST OF
 DH3689'COVINGTON, TENNESSEE, PROCEED SOUTH ALONG HIGHWAY 178 FOR  4.1 MILES
 DH3689'TO ITS JUNCTION WITH FLEMING LANE, WHICH IS THE ENTRY TO A MOBILE HOME
 DH3689'PARK JUST  SOUTH OF A METAL STONE BUILDING AND THE MARK ON THE RIGHT.
 DH3689'MARK IS LOCATED 77.0 FEET  WEST OF THE CENTERLINE OF HIGHWAY 178, 26.5
 DH3689'FEET NORTH OF THE CENTERLINE OF FLEMING  LANE, 66.7 FEET SOUTHWEST OF
 DH3689'A POWERPOLE WITH TRANSFORMER AND LIGHT AND 46.3 FEET  SOUTHEAST OF A
 DH3689'26-INCH WEEPING WILLOW TREE. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3689'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3689'COVER. DISK AND  ACCESS COVER STAMPED 3530E02 2003. DISK IS RECESSED
 DH3689'11 CENTIMETERS UNDER ACCESS COVER.  MARK IS 1.0 FEET EAST OF A
 DH3689'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3690 ***********************************************************************
 DH3690  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3690  DESIGNATION -  3530E03
 DH3690  PID         -  DH3690
 DH3690  STATE/COUNTY-  TN/TIPTON
 DH3690  USGS QUAD   -  BRIGHTON (1981)
 DH3690
 DH3690                         *CURRENT SURVEY CONTROL
 DH3690  ___________________________________________________________________
 DH3690* NAD 83(1995)-  35 29 44.98096(N)    089 44 58.87132(W)     ADJUSTED  
 DH3690* NAVD 88     -        99.52   (meters)     326.5    (feet)  GPS OBS   
 DH3690  ___________________________________________________________________
 DH3690  X           -      22,712.153 (meters)                     COMP
 DH3690  Y           -  -5,198,689.237 (meters)                     COMP
 DH3690  Z           -   3,682,833.114 (meters)                     COMP
 DH3690  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DH3690  ELLIP HEIGHT-          72.30  (meters)          (05/31/05) GPS OBS
 DH3690  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH3690
 DH3690  HORZ ORDER  -  FIRST
 DH3690  ELLP ORDER  -  FOURTH    CLASS II
 DH3690
 DH3690.The horizontal coordinates were established by GPS observations
 DH3690.and adjusted by the National Geodetic Survey in May 2005..
 DH3690
 DH3690.The orthometric height was determined by GPS observations and a
 DH3690.high-resolution geoid model using precise GPS observation and
 DH3690.processing techniques.
 DH3690
 DH3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3690
 DH3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3690
 DH3690.The ellipsoidal height was determined by GPS observations
 DH3690.and is referenced to NAD 83.
 DH3690
 DH3690.The geoid height was determined by GEOID03.
 DH3690
 DH3690;                    North         East     Units Scale Factor Converg.
 DH3690;SPC TN       -   135,494.635   259,870.529   MT  0.99996572   -2 11 42.8
 DH3690;SPC TN       -   444,535.31    852,591.89   sFT  0.99996572   -2 11 42.8
 DH3690;UTM  16      - 3,931,507.491   250,578.072   MT  1.00036671   -1 35 50.7
 DH3690
 DH3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3690!SPC TN       -   0.99998865  x   0.99996572  =   0.99995437
 DH3690!UTM  16      -   0.99998865  x   1.00036671  =   1.00035536
 DH3690
 DH3690                          SUPERSEDED SURVEY CONTROL
 DH3690
 DH3690.No superseded survey control is available for this station.
 DH3690
 DH3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5057831507(NAD 83)
 DH3690_MARKER: DD = SURVEY DISK
 DH3690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3690_STAMPING: 3530E03 2003
 DH3690_MARK LOGO: USACE 
 DH3690_PROJECTION: RECESSED 11 CENTIMETERS
 DH3690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3690+STABILITY: SURFACE MOTION
 DH3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3690+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DH3690
 DH3690  HISTORY     - Date     Condition        Report By
 DH3690  HISTORY     - 20030429 MONUMENTED       USACE
 DH3690  HISTORY     - 20030707 GOOD             EMCINC
 DH3690
 DH3690                          STATION DESCRIPTION
 DH3690
 DH3690'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3690'MARK IS LOCATED 1.75 MILES NORTHWEST OF BRIGHTON, TENNESSEE. TO REACH
 DH3690'MARK FROM THE  JUNCTION OF U.S. HIGHWAY 51 AND OAKLAWN STREET AT
 DH3690'BRIGHTON, TENNESSEE, PROCEED WEST  ALONG OAKLAWN STREET FOR 0.9 MILES
 DH3690'TO ITS JUNCTION WITH MYRON CREEK ROAD ON THE RIGHT.  TURN RIGHT ON
 DH3690'MYRON CREEK ROAD AND PROCEED NORTH AND WEST FOR 0.3 MILES TO A DOUBLE
 DH3690'ALUMINUM GATE FIELD ENTRANCE AND THE MARK ON THE LEFT.  MARK IS
 DH3690'LOCATED 29.1 FEET WEST  OF THE CENTERLINE OF MYRON CREEK ROAD, 120.6
 DH3690'FEET SOUTH, SOUTHWEST OF A FIRE PLUG, 147.0  FEET NORTH, NORTHWEST OF
 DH3690'A POWER POLE AND 1.0 FEET EAST OF THE SOUTH WOODEN GATE  POST FOR A
 DH3690'DOUBLE ALUMINUM GATE. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED
 DH3690'DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND
 DH3690'ACCESS COVER  STAMED 3530E03 2003. DISK IS RECESSED 11 CENTIMETERS
 DH3690'UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3691 ***********************************************************************
 DH3691  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3691  DESIGNATION -  3530E04
 DH3691  PID         -  DH3691
 DH3691  STATE/COUNTY-  TN/TIPTON
 DH3691  USGS QUAD   -  COVINGTON (1983)
 DH3691
 DH3691                         *CURRENT SURVEY CONTROL
 DH3691  ___________________________________________________________________
 DH3691* NAD 83(1995)-  35 30 16.00731(N)    089 40 02.81579(W)     ADJUSTED  
 DH3691* NAVD 88     -       117.70   (meters)     386.2    (feet)  GPS OBS   
 DH3691  ___________________________________________________________________
 DH3691  X           -      30,170.760 (meters)                     COMP
 DH3691  Y           -  -5,198,110.784 (meters)                     COMP
 DH3691  Z           -   3,683,622.130 (meters)                     COMP
 DH3691  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DH3691  ELLIP HEIGHT-          90.45  (meters)          (05/31/05) GPS OBS
 DH3691  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH3691
 DH3691  HORZ ORDER  -  FIRST
 DH3691  ELLP ORDER  -  FOURTH    CLASS II
 DH3691
 DH3691.The horizontal coordinates were established by GPS observations
 DH3691.and adjusted by the National Geodetic Survey in May 2005..
 DH3691
 DH3691.The orthometric height was determined by GPS observations and a
 DH3691.high-resolution geoid model using precise GPS observation and
 DH3691.processing techniques.
 DH3691
 DH3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3691
 DH3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3691
 DH3691.The ellipsoidal height was determined by GPS observations
 DH3691.and is referenced to NAD 83.
 DH3691
 DH3691.The geoid height was determined by GEOID03.
 DH3691
 DH3691;                    North         East     Units Scale Factor Converg.
 DH3691;SPC TN       -   136,167.468   267,362.497   MT  0.99996485   -2 08 49.5
 DH3691;SPC TN       -   446,742.77    877,171.79   sFT  0.99996485   -2 08 49.5
 DH3691;UTM  16      - 3,932,258.696   258,065.451   MT  1.00032137   -1 32 59.7
 DH3691
 DH3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3691!SPC TN       -   0.99998580  x   0.99996485  =   0.99995065
 DH3691!UTM  16      -   0.99998580  x   1.00032137  =   1.00030717
 DH3691
 DH3691                          SUPERSEDED SURVEY CONTROL
 DH3691
 DH3691.No superseded survey control is available for this station.
 DH3691
 DH3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5806532259(NAD 83)
 DH3691_MARKER: DD = SURVEY DISK
 DH3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3691_STAMPING: 3530E04 2003
 DH3691_MARK LOGO: USACE 
 DH3691_PROJECTION: RECESSED 10 CENTIMETERS
 DH3691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3691+STABILITY: SURFACE MOTION
 DH3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3691+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DH3691
 DH3691  HISTORY     - Date     Condition        Report By
 DH3691  HISTORY     - 20030429 MONUMENTED       USACE
 DH3691  HISTORY     - 20030707 GOOD             EMCINC
 DH3691
 DH3691                          STATION DESCRIPTION
 DH3691
 DH3691'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3691'MARK IS LOCATED 4.0 MILES SOUTH OF COVINGTON, TENNESSEE. TO REACH THE
 DH3691'MARK FROM THE  INTERSECTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 59
 DH3691'EAST ABOUT 1.5 MILES SOUTH OF  COVINGTON, TENNESSEE, PROCEED EAST
 DH3691'ALONG HIGHWAY 59 FOR 1.2 MILES TO ITS JUNCTION WITH  STATE HIGHWAY
 DH3691'384. TURN RIGHT AND PROCEED SOUTH ALONG HIGHWAY 384 FOR 2.25 MILES TO
 DH3691'ITS  JUNCTION WITH MORRIS ROAD. TURN RIGHT ON MORRIS ROAD AND PROCEED
 DH3691'WEST FOR 1.0 MILES  TO A FIELD ENTRANCE AT THE TOP OF A RISE AND THE
 DH3691'MARK ON THE LEFT. MARK IS LOCATED 20.7  FEET SOUTH OF THE CENTERLINE
 DH3691'OF MORRIS ROAD, 30.0 FEET WEST OF THE CENTERLINE OF FIELD  ENTRANCE,
 DH3691'126.1 FEET EAST, SOUTHEAST OF A POWER POLE AND 177.6 FEET WEST,
 DH3691'SOUTHWEST OF  A POWER POLE. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3691'MAGNETIZED DISK ATTACHED TO A  7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3691'COVER. DISK AND ACCESS COVER STAMPED 3530E04 2003.  DISK IS RECESSED
 DH3691'10 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3692 ***********************************************************************
 DH3692  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3692  DESIGNATION -  3530E05
 DH3692  PID         -  DH3692
 DH3692  STATE/COUNTY-  TN/TIPTON
 DH3692  USGS QUAD   -  MASON (1973)
 DH3692
 DH3692                         *CURRENT SURVEY CONTROL
 DH3692  ___________________________________________________________________
 DH3692* NAD 83(1995)-  35 29 58.08079(N)    089 34 43.51755(W)     ADJUSTED  
 DH3692* NAVD 88     -       107.02   (meters)     351.1    (feet)  GPS OBS   
 DH3692  ___________________________________________________________________
 DH3692  X           -      38,219.699 (meters)                     COMP
 DH3692  Y           -  -5,198,369.908 (meters)                     COMP
 DH3692  Z           -   3,683,166.082 (meters)                     COMP
 DH3692  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DH3692  ELLIP HEIGHT-          79.66  (meters)          (05/31/05) GPS OBS
 DH3692  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DH3692
 DH3692  HORZ ORDER  -  FIRST
 DH3692  ELLP ORDER  -  FOURTH    CLASS II
 DH3692
 DH3692.The horizontal coordinates were established by GPS observations
 DH3692.and adjusted by the National Geodetic Survey in May 2005..
 DH3692
 DH3692.The orthometric height was determined by GPS observations and a
 DH3692.high-resolution geoid model using precise GPS observation and
 DH3692.processing techniques.
 DH3692
 DH3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3692
 DH3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3692
 DH3692.The ellipsoidal height was determined by GPS observations
 DH3692.and is referenced to NAD 83.
 DH3692
 DH3692.The geoid height was determined by GEOID03.
 DH3692
 DH3692;                    North         East     Units Scale Factor Converg.
 DH3692;SPC TN       -   135,317.559   275,383.208   MT  0.99996535   -2 05 42.5
 DH3692;SPC TN       -   443,954.36    903,486.41   sFT  0.99996535   -2 05 42.5
 DH3692;UTM  16      - 3,931,492.160   266,097.254   MT  1.00027426   -1 29 53.3
 DH3692
 DH3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3692!SPC TN       -   0.99998750  x   0.99996535  =   0.99995285
 DH3692!UTM  16      -   0.99998750  x   1.00027426  =   1.00026175
 DH3692
 DH3692                          SUPERSEDED SURVEY CONTROL
 DH3692
 DH3692.No superseded survey control is available for this station.
 DH3692
 DH3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6609731492(NAD 83)
 DH3692_MARKER: DD = SURVEY DISK
 DH3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3692_STAMPING: 3530E05 2003
 DH3692_MARK LOGO: USACE 
 DH3692_PROJECTION: RECESSED 12 CENTIMETERS
 DH3692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3692+STABILITY: SURFACE MOTION
 DH3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3692+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DH3692
 DH3692  HISTORY     - Date     Condition        Report By
 DH3692  HISTORY     - 20030429 MONUMENTED       USACE
 DH3692  HISTORY     - 20030707 GOOD             EMCINC
 DH3692
 DH3692                          STATION DESCRIPTION
 DH3692
 DH3692'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3692'MARK IS LOCATED 6.0 MILES SOUTHEAST OF COVINGTON, TENNESSEE. TO REACH
 DH3692'MARK FROM THE  JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 54 IN
 DH3692'COVINGTON, TENNESSEE, PROCEED EAST  ALONG HIGHWAY 54 FOR 1.0 MILES TO
 DH3692'ITS JUNCTION WITH STATE HIGHWAY 179. TURN RIGHT AND  PROCEED SOUTHEST
 DH3692'ALONG HIGHWAY 179 FOR 4.4 MILES TO ITS INTERSECTION WITH TABERNACLE
 DH3692'ROAD. TURN RIGHT AND PROCEED SOUTH ALONG TABERNACLE ROAD FOR 1.6 MILES
 DH3692'TO A GRAVEL  DRIVEWAY LEADING TO A SMALL FRAME HOUSE AT 1597
 DH3692'TABERNACLE ROAD AND THE MARK ON THE  RIGHT. MARK IS LOCATED 22.0 FEET
 DH3692'WEST OF THE CENTERLINE OF TABERNACLE ROAD, 17.0 FEET  SOUTH OF THE
 DH3692'CENTERLINE OF GRAVEL DRIVEWAY, 57.4 FEET SOUTHEAST OF A POWER POLE AND
 DH3692'70.0 FEET SOUTHWEST OF TELEPHONE JUNCTION BOX 178 EAST 43. A MEMPHIS
 DH3692'CORPS OF ENGINEERS  MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD
 DH3692'UNDER AN ACCESS COVER. DISK AND  ACCESS COVER STAMPED 3530E05 2003.
 DH3692'DISK IS RECESSED 12 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0609 ***********************************************************************
 GA0609  DESIGNATION -  354
 GA0609  PID         -  GA0609
 GA0609  STATE/COUNTY-  TN/UNICOI
 GA0609  USGS QUAD   -  UNICOI (1978)
 GA0609
 GA0609                         *CURRENT SURVEY CONTROL
 GA0609  ___________________________________________________________________
 GA0609* NAD 83(1986)-  36 10 57.     (N)    082 19 30.     (W)     SCALED    
 GA0609* NAVD 88     -       625.480  (meters)    2052.10   (feet)  ADJUSTED  
 GA0609  ___________________________________________________________________
 GA0609  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0609  DYNAMIC HT  -         624.835 (meters)    2049.98  (feet)  COMP
 GA0609  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 GA0609
 GA0609  VERT ORDER  -  SECOND    CLASS 0
 GA0609
 GA0609.The horizontal coordinates were scaled from a topographic map and have
 GA0609.an estimated accuracy of +/- 6 seconds.
 GA0609
 GA0609.The orthometric height was determined by differential leveling
 GA0609.and adjusted by the National Geodetic Survey in June 1991..
 GA0609
 GA0609.The geoid height was determined by GEOID03.
 GA0609
 GA0609.The dynamic height is computed by dividing the NAVD 88
 GA0609.geopotential number by the normal gravity value computed on the
 GA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0609.degrees latitude (g = 980.6199 gals.).
 GA0609
 GA0609.The modeled gravity was interpolated from observed gravity values.
 GA0609
 GA0609;                    North         East    Units  Estimated Accuracy
 GA0609;SPC TN       -   211,370.      930,500.      MT  (+/- 180 meters Scaled)
 GA0609
 GA0609                          SUPERSEDED SURVEY CONTROL
 GA0609
 GA0609  NGVD 29 (??/??/92)  625.561  (m)         2052.36   (f) ADJ UNCH    2 0
 GA0609
 GA0609.Superseded values are not recommended for survey control.
 GA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0609.See file dsdata.txt to determine how the superseded data were derived.
 GA0609
 GA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA808050(NAD 83)
 GA0609_MARKER: DD = SURVEY DISK
 GA0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0609_STAMPING: 354 1927
 GA0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0609+STABILITY: SURFACE MOTION
 GA0609
 GA0609  HISTORY     - Date     Condition        Report By
 GA0609  HISTORY     - 1927     MONUMENTED       USDA
 GA0609  HISTORY     - 1935     GOOD             NGS
 GA0609
 GA0609                          STATION DESCRIPTION
 GA0609
 GA0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0609'1.8 MI SE FROM UNICOI.
 GA0609'1.8 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0609'OFFICE AT UNICOI, UNICOI COUNTY, 23 YARDS SOUTH OF THE CENTERLINE
 GA0609'OF THE ROAD, 11 FEET SOUTH OF A 16-INCH PINE TREE AT THE EDGE OF
 GA0609'THE WOODS, AND LEVEL WITH THE ROAD.  A UNITED STATES DEPARTMENT
 GA0609'OF AGRICULTURE STANDARD DISK, STAMPED 354 1927 AND SET IN THE TOP
 GA0609'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2576 ***********************************************************************
 AJ2576  DESIGNATION -  36
 AJ2576  PID         -  AJ2576
 AJ2576  STATE/COUNTY-  TN/SHELBY
 AJ2576  USGS QUAD   -  MILLINGTON (1997)
 AJ2576
 AJ2576                         *CURRENT SURVEY CONTROL
 AJ2576  ___________________________________________________________________
 AJ2576* NAD 83(1995)-  35 17 33.83359(N)    089 55 13.00525(W)     ADJUSTED  
 AJ2576* NAVD 88     -        84.1    (meters)     276.     (feet)  GPS OBS   
 AJ2576  ___________________________________________________________________
 AJ2576  X           -       7,251.612 (meters)                     COMP
 AJ2576  Y           -  -5,211,772.518 (meters)                     COMP
 AJ2576  Z           -   3,664,455.325 (meters)                     COMP
 AJ2576  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AJ2576  ELLIP HEIGHT-          56.86  (meters)          (04/26/01) GPS OBS
 AJ2576  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2576
 AJ2576  HORZ ORDER  -  FIRST
 AJ2576  ELLP ORDER  -  FOURTH    CLASS I
 AJ2576
 AJ2576.The horizontal coordinates were established by GPS observations
 AJ2576.and adjusted by the National Geodetic Survey in April 2001..
 AJ2576
 AJ2576.The orthometric height was determined by GPS observations and a
 AJ2576.high-resolution geoid model.
 AJ2576
 AJ2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2576
 AJ2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2576
 AJ2576.The ellipsoidal height was determined by GPS observations
 AJ2576.and is referenced to NAD 83.
 AJ2576
 AJ2576.The geoid height was determined by GEOID03.
 AJ2576
 AJ2576;                    North         East     Units Scale Factor Converg.
 AJ2576;SPC TN       -   113,586.446   243,502.022   MT  0.99999273   -2 17 42.3
 AJ2576;SPC TN       -   372,658.20    798,889.55   sFT  0.99999273   -2 17 42.3
 AJ2576;UTM  16      - 3,909,418.759   234,433.666   MT  1.00046923   -1 41 17.5
 AJ2576;UTM  15      - 3,909,857.925   780,070.291   MT  1.00056679   +1 46 49.7
 AJ2576
 AJ2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2576!SPC TN       -   0.99999108  x   0.99999273  =   0.99998381
 AJ2576!UTM  16      -   0.99999108  x   1.00046923  =   1.00046030
 AJ2576!UTM  15      -   0.99999108  x   1.00056679  =   1.00055786
 AJ2576
 AJ2576                          SUPERSEDED SURVEY CONTROL
 AJ2576
 AJ2576.No superseded survey control is available for this station.
 AJ2576
 AJ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3443409419(NAD 83)
 AJ2576_MARKER: DD = SURVEY DISK
 AJ2576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2576+WITH SETTING: INFORMATION.
 AJ2576_STAMPING: 036
 AJ2576_MARK LOGO: MLGW  
 AJ2576_PROJECTION: FLUSH
 AJ2576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2576+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2576_ROD/PIPE-DEPTH:  0.8 meters
 AJ2576
 AJ2576  HISTORY     - Date     Condition        Report By
 AJ2576  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2576  HISTORY     - 20031107 POOR             TN1620
 AJ2576
 AJ2576                          STATION DESCRIPTION
 AJ2576
 AJ2576'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2576'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 0.30
 AJ2576'MILES (0.48 KM) NORTH OF THE CHAS.  W.  BAKER AIRPORT IN MILLINGTON
 AJ2576'TENNESSEE.
 AJ2576'TO REACH THE STATION FROM THE INTERSECTION OF RALEIGH-MILLINGTON ROAD
 AJ2576'AND FITE ROAD, PROCEED NORTH ON RALEIGH-MILLINGTON ROAD APPROXIMATELY
 AJ2576'1.6 MILES (2.6 KM) TO AMHERST ROAD.  THE STATION IS ON THE LEFT.
 AJ2576'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2576'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2576'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 214.00 FEET (65.23 M)
 AJ2576'WEST OF THE CENTERLINE OF RALEIGH-MILLINGTON ROAD, 61.30 FEET (18.68
 AJ2576'M) WEST OF A WOOD POWER POLE, 57.80 FEET (17.62 M) SOUTHWEST OF A WOOD
 AJ2576'ANCHOR POLE, 20.30 FEET (6.19 M) SOUTH OF THE CENTERLINE OF AMHERST
 AJ2576'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2576
 AJ2576                          STATION RECOVERY (2003)
 AJ2576
 AJ2576'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2576'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1031 ***********************************************************************
 GC1031  DESIGNATION -  36 EOM
 GC1031  PID         -  GC1031
 GC1031  STATE/COUNTY-  TN/ROBERTSON
 GC1031  USGS QUAD   -  ORLINDA (1980)
 GC1031
 GC1031                         *CURRENT SURVEY CONTROL
 GC1031  ___________________________________________________________________
 GC1031* NAD 83(1986)-  36 31 38.     (N)    086 38 12.     (W)     SCALED    
 GC1031* NAVD 88     -       218.882  (meters)     718.12   (feet)  ADJUSTED  
 GC1031  ___________________________________________________________________
 GC1031  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC1031  DYNAMIC HT  -         218.698 (meters)     717.51  (feet)  COMP
 GC1031  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC1031
 GC1031  VERT ORDER  -  SECOND    CLASS 0
 GC1031
 GC1031.The horizontal coordinates were scaled from a topographic map and have
 GC1031.an estimated accuracy of +/- 6 seconds.
 GC1031
 GC1031.The orthometric height was determined by differential leveling
 GC1031.and adjusted by the National Geodetic Survey in June 1991..
 GC1031
 GC1031.The geoid height was determined by GEOID03.
 GC1031
 GC1031.The dynamic height is computed by dividing the NAVD 88
 GC1031.geopotential number by the normal gravity value computed on the
 GC1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1031.degrees latitude (g = 980.6199 gals.).
 GC1031
 GC1031.The modeled gravity was interpolated from observed gravity values.
 GC1031
 GC1031;                    North         East    Units  Estimated Accuracy
 GC1031;SPC TN       -   243,600.      542,980.      MT  (+/- 180 meters Scaled)
 GC1031
 GC1031                          SUPERSEDED SURVEY CONTROL
 GC1031
 GC1031  NGVD 29 (??/??/92)  218.952  (m)          718.35   (f) ADJ UNCH    2 0
 GC1031
 GC1031.Superseded values are not recommended for survey control.
 GC1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1031.See file dsdata.txt to determine how the superseded data were derived.
 GC1031
 GC1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF325424(NAD 83)
 GC1031_MARKER: DD = SURVEY DISK
 GC1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1031_STAMPING: 36 EOM 718 1950
 GC1031_MARK LOGO: USGS  
 GC1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1031+STABILITY: SURFACE MOTION
 GC1031
 GC1031  HISTORY     - Date     Condition        Report By
 GC1031  HISTORY     - 1950     MONUMENTED       USGS
 GC1031  HISTORY     - 1959     GOOD             NGS
 GC1031
 GC1031                          STATION DESCRIPTION
 GC1031
 GC1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1031'7.6 MI N FROM WHITE HOUSE.
 GC1031'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1031'31W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC1031'THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE 0.8
 GC1031'MILE NORTHWEST ON A PAVED ROAD, THENCE 1.5 MILES EAST ON A
 GC1031'GRAVELED ROAD, THENCE 1.4 MILES NORTH ON U.S. HIGHWAY 31W TO
 GC1031'THE JUNCTION OF STATE HIGHWAY 25, 93 FT. EAST OF THE CENTER OF
 GC1031'U.S. HIGHWAY 31W, 56 FT. NORTH OF THE CENTER OF STATE HIGHWAY 25,
 GC1031'2 FT. SOUTH OF A FENCE, AND 1.5 FT. NORTH OF A WITNESS SIGN,
 GC1031'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND
 GC1031'ABOUT 8 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3700 ***********************************************************************
 DH3700  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3700  DESIGNATION -  3600E04
 DH3700  PID         -  DH3700
 DH3700  STATE/COUNTY-  TN/DYER
 DH3700  USGS QUAD   -  COTTONWOOD POINT (1983)
 DH3700
 DH3700                         *CURRENT SURVEY CONTROL
 DH3700  ___________________________________________________________________
 DH3700* NAD 83(1995)-  36 00 02.59253(N)    089 40 20.34988(W)     ADJUSTED  
 DH3700* NAVD 88     -        84.80   (meters)     278.2    (feet)  GPS OBS   
 DH3700  ___________________________________________________________________
 DH3700  X           -      29,544.723 (meters)                     COMP
 DH3700  Y           -  -5,165,913.122 (meters)                     COMP
 DH3700  Z           -   3,728,289.597 (meters)                     COMP
 DH3700  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DH3700  ELLIP HEIGHT-          56.61  (meters)          (05/31/05) GPS OBS
 DH3700  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DH3700
 DH3700  HORZ ORDER  -  FIRST
 DH3700  ELLP ORDER  -  FOURTH    CLASS II
 DH3700
 DH3700.The horizontal coordinates were established by GPS observations
 DH3700.and adjusted by the National Geodetic Survey in May 2005..
 DH3700
 DH3700.The orthometric height was determined by GPS observations and a
 DH3700.high-resolution geoid model using precise GPS observation and
 DH3700.processing techniques.
 DH3700
 DH3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3700
 DH3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3700
 DH3700.The ellipsoidal height was determined by GPS observations
 DH3700.and is referenced to NAD 83.
 DH3700
 DH3700.The geoid height was determined by GEOID03.
 DH3700
 DH3700;                    North         East     Units Scale Factor Converg.
 DH3700;SPC TN       -   191,206.420   268,986.529   MT  0.99995262   -2 08 59.7
 DH3700;SPC TN       -   627,316.40    882,499.97   sFT  0.99995262   -2 08 59.7
 DH3700;UTM  16      - 3,987,331.543   259,125.179   MT  1.00031498   -1 34 17.5
 DH3700
 DH3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3700!SPC TN       -   0.99999112  x   0.99995262  =   0.99994374
 DH3700!UTM  16      -   0.99999112  x   1.00031498  =   1.00030609
 DH3700
 DH3700                          SUPERSEDED SURVEY CONTROL
 DH3700
 DH3700.No superseded survey control is available for this station.
 DH3700
 DH3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5912587332(NAD 83)
 DH3700_MARKER: DD = SURVEY DISK
 DH3700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3700_STAMPING: 3600E04 2003
 DH3700_MARK LOGO: USACE 
 DH3700_PROJECTION: RECESSED 8 CENTIMETERS
 DH3700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3700+STABILITY: SURFACE MOTION
 DH3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3700+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DH3700
 DH3700  HISTORY     - Date     Condition        Report By
 DH3700  HISTORY     - 20030429 MONUMENTED       USACE
 DH3700  HISTORY     - 20030716 GOOD             EMCINC
 DH3700
 DH3700                          STATION DESCRIPTION
 DH3700
 DH3700'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3700'TO REACH MARK FROM THE CENTER OF THE STATE HIGHWAY 181 OVERPASS OVER
 DH3700'INTERSTATE 55  APPROXIMATELY 12 MILES NORTHWEST OF DYERSBURG,
 DH3700'TENNESSEE, PROCEED SOUTHEAST ALONG  HIGHWAY 181, WHICH RUNS ATOP THE
 DH3700'MISSISSIPPI RIVER LEVEE FOR 8.45 MILES TO LMP 31/32 AND  THE MARK ON
 DH3700'THE LEFT. MARK IS LOCATED 28.2 FEET EAST OF THE CENTERLINE OF HIGHWAY
 DH3700'181, 5.3  FEET WEST OF LMP 31/32 AND 48.0 FEET SOUTHWEST OF UPPER
 DH3700'HIGHWATER SHAFT GAGE ON EAST  SIDE OF LEVEE. A MEMPHIS CORPS OF
 DH3700'ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A 7  FOOT ALUMINUM ROD
 DH3700'UNDER AN ACCESS COVER. DISK AND ACCESS COVER STAMPED 3600E04 2003.
 DH3700'DISK IS RECESSED 8 CENTIMETERS UNDER ACCESS COVER. MARK IS 1.5 FEET
 DH3700'WEST OF A CARSONITE  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3701 ***********************************************************************
 DH3701  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3701  DESIGNATION -  3600E05
 DH3701  PID         -  DH3701
 DH3701  STATE/COUNTY-  TN/DYER
 DH3701  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 DH3701
 DH3701                         *CURRENT SURVEY CONTROL
 DH3701  ___________________________________________________________________
 DH3701* NAD 83(1995)-  36 00 37.21757(N)    089 34 59.92531(W)     ADJUSTED  
 DH3701* NAVD 88     -        80.30   (meters)     263.5    (feet)  GPS OBS   
 DH3701  ___________________________________________________________________
 DH3701  X           -      37,565.145 (meters)                     COMP
 DH3701  Y           -  -5,165,229.972 (meters)                     COMP
 DH3701  Z           -   3,729,150.279 (meters)                     COMP
 DH3701  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DH3701  ELLIP HEIGHT-          52.09  (meters)          (05/31/05) GPS OBS
 DH3701  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DH3701
 DH3701  HORZ ORDER  -  FIRST
 DH3701  ELLP ORDER  -  FOURTH    CLASS II
 DH3701
 DH3701.The horizontal coordinates were established by GPS observations
 DH3701.and adjusted by the National Geodetic Survey in May 2005..
 DH3701
 DH3701.The orthometric height was determined by GPS observations and a
 DH3701.high-resolution geoid model using precise GPS observation and
 DH3701.processing techniques.
 DH3701
 DH3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3701
 DH3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3701
 DH3701.The ellipsoidal height was determined by GPS observations
 DH3701.and is referenced to NAD 83.
 DH3701
 DH3701.The geoid height was determined by GEOID03.
 DH3701
 DH3701;                    North         East     Units Scale Factor Converg.
 DH3701;SPC TN       -   191,975.470   277,044.810   MT  0.99995312   -2 05 52.1
 DH3701;SPC TN       -   629,839.52    908,937.85   sFT  0.99995312   -2 05 52.1
 DH3701;UTM  16      - 3,988,182.182   267,178.012   MT  1.00026797   -1 31 10.2
 DH3701
 DH3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3701!SPC TN       -   0.99999182  x   0.99995312  =   0.99994494
 DH3701!UTM  16      -   0.99999182  x   1.00026797  =   1.00025979
 DH3701
 DH3701                          SUPERSEDED SURVEY CONTROL
 DH3701
 DH3701.No superseded survey control is available for this station.
 DH3701
 DH3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6717888182(NAD 83)
 DH3701_MARKER: DD = SURVEY DISK
 DH3701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3701_STAMPING: 3600E05 2003
 DH3701_MARK LOGO: USACE 
 DH3701_PROJECTION: RECESSED 6 CENTIMETERS
 DH3701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3701+STABILITY: SURFACE MOTION
 DH3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3701+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3701
 DH3701  HISTORY     - Date     Condition        Report By
 DH3701  HISTORY     - 20030429 MONUMENTED       USACE
 DH3701  HISTORY     - 20030708 GOOD             EMCINC
 DH3701
 DH3701                          STATION DESCRIPTION
 DH3701
 DH3701'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3701'TO REACH MARK FROM THE U.S. POST OFFICE AT THE JUNCTION OF STATE
 DH3701'HIGHWAY 104 AND PECAN  STREET IN THE COMMUNITY OF FINLEY, TENNESSEE,
 DH3701'PROCEED WEST ALONG HIGHWAY 104 FOR 1.0  MILES TO ITS JUNCTION WITH
 DH3701'HIGHWAY 182 TO THE RIGHT OF RICHWOODS ROAD TO THE LEFT. TURN  LEFT AND
 DH3701'PROCEED SOUTH ALONG RICHWOODS ROAD FOR 2.1 MILES TO A 90-DEGREE TURN
 DH3701'TO THE  WEST WHERE RICHWOODS ROAD TURNS INTO BRADLEY ROAD. PROCEED
 DH3701'WEST ALONG BRADLEY  ROAD FOR 4.5 MILES TO THE MONUMENT ON THE LEFT
 DH3701'WHICH IS ON TOP OF A SMALL LEVEE  PARALLELING BRADLEY ROAD. MARK IS
 DH3701'LOCATED ON NORTH CROWN OF SMALL LEVEE, 44.5 FEET  SOUTH OF THE
 DH3701'CENTERLINE OF BRADLEY ROAD, 70.3 FEET SOUTHWEST OF A POWER POLE AND
 DH3701'160.0  FEET EAST OF A 36-INCH OAK TREE. A MEMPHIS CORPS OF ENGINEERS
 DH3701'ALUMINUM MAGNETIZED DISK  ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN
 DH3701'ACCESS COVER. DISK AND ACCESS COVER  STAMPED 3600E05 2003. DISK IS
 DH3701'RECESSED 6 CENTIMETERS UNDER ACCESS COVER. MARK IS 1.0 FEET  NORTH OF
 DH3701'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1717 ***********************************************************************
 GB1717  DESIGNATION -  3603
 GB1717  PID         -  GB1717
 GB1717  STATE/COUNTY-  TN/PUTNAM
 GB1717  USGS QUAD   -  MONTEREY (1981)
 GB1717
 GB1717                         *CURRENT SURVEY CONTROL
 GB1717  ___________________________________________________________________
 GB1717* NAD 83(1986)-  36 08 23.     (N)    085 17 03.     (W)     SCALED    
 GB1717* NAVD 88     -       578.723  (meters)    1898.69   (feet)  ADJUSTED  
 GB1717  ___________________________________________________________________
 GB1717  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1717  DYNAMIC HT  -         578.189 (meters)    1896.94  (feet)  COMP
 GB1717  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GB1717
 GB1717  VERT ORDER  -  SECOND    CLASS 0
 GB1717
 GB1717.The horizontal coordinates were scaled from a topographic map and have
 GB1717.an estimated accuracy of +/- 6 seconds.
 GB1717
 GB1717.The orthometric height was determined by differential leveling
 GB1717.and adjusted by the National Geodetic Survey in June 1991..
 GB1717
 GB1717.The geoid height was determined by GEOID03.
 GB1717
 GB1717.The dynamic height is computed by dividing the NAVD 88
 GB1717.geopotential number by the normal gravity value computed on the
 GB1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1717.degrees latitude (g = 980.6199 gals.).
 GB1717
 GB1717.The modeled gravity was interpolated from observed gravity values.
 GB1717
 GB1717;                    North         East    Units  Estimated Accuracy
 GB1717;SPC TN       -   200,650.      664,430.      MT  (+/- 180 meters Scaled)
 GB1717
 GB1717                          SUPERSEDED SURVEY CONTROL
 GB1717
 GB1717  NGVD 29 (??/??/92)  578.743  (m)         1898.76   (f) ADJ UNCH    2 0
 GB1717
 GB1717.Superseded values are not recommended for survey control.
 GB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1717.See file dsdata.txt to determine how the superseded data were derived.
 GB1717
 GB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF543008(NAD 83)
 GB1717_MARKER: DD = SURVEY DISK
 GB1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1717_STAMPING: 3603
 GB1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1717+STABILITY: SURFACE MOTION
 GB1717
 GB1717  HISTORY     - Date     Condition        Report By
 GB1717  HISTORY     - UNK      MONUMENTED       CGS
 GB1717  HISTORY     - 1960     GOOD             NGS
 GB1717
 GB1717                          STATION DESCRIPTION
 GB1717
 GB1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1717'1 MI SW FROM MONTEREY.
 GB1717'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1717'STATE HIGHWAY 84, 0.8 MILE WEST ON U.S. HIGHWAY 70N TO THE CREST
 GB1717'OF A HILL.  THE BENCH MARK IS 31 FT. EAST OF A POWER LINE POLE,
 GB1717'28 FT. NORTH OF THE CENTER OF U.S. HIGHWAY 70N, AND 1.2 FT. NORTH
 GB1717'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1717'PROJECTING 4 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE
 GB1717'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1801 ***********************************************************************
 GB1801  DESIGNATION -  3620
 GB1801  PID         -  GB1801
 GB1801  STATE/COUNTY-  TN/PUTNAM
 GB1801  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1801
 GB1801                         *CURRENT SURVEY CONTROL
 GB1801  ___________________________________________________________________
 GB1801* NAD 83(1986)-  36 10 19.     (N)    085 30 16.     (W)     SCALED    
 GB1801* NAVD 88     -       350.871  (meters)    1151.15   (feet)  ADJUSTED  
 GB1801  ___________________________________________________________________
 GB1801  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1801  DYNAMIC HT  -         350.558 (meters)    1150.12  (feet)  COMP
 GB1801  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1801
 GB1801  VERT ORDER  -  SECOND    CLASS 0
 GB1801
 GB1801.The horizontal coordinates were scaled from a topographic map and have
 GB1801.an estimated accuracy of +/- 6 seconds.
 GB1801
 GB1801.The orthometric height was determined by differential leveling
 GB1801.and adjusted by the National Geodetic Survey in June 1991..
 GB1801
 GB1801.The geoid height was determined by GEOID03.
 GB1801
 GB1801.The dynamic height is computed by dividing the NAVD 88
 GB1801.geopotential number by the normal gravity value computed on the
 GB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1801.degrees latitude (g = 980.6199 gals.).
 GB1801
 GB1801.The modeled gravity was interpolated from observed gravity values.
 GB1801
 GB1801;                    North         East    Units  Estimated Accuracy
 GB1801;SPC TN       -   204,110.      644,580.      MT  (+/- 180 meters Scaled)
 GB1801
 GB1801                          SUPERSEDED SURVEY CONTROL
 GB1801
 GB1801  NGVD 29 (??/??/92)  350.952  (m)         1151.41   (f) ADJ UNCH    2 0
 GB1801
 GB1801.Superseded values are not recommended for survey control.
 GB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1801.See file dsdata.txt to determine how the superseded data were derived.
 GB1801
 GB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF345040(NAD 83)
 GB1801_MARKER: DD = SURVEY DISK
 GB1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1801_STAMPING: 3620
 GB1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1801+STABILITY: SURFACE MOTION
 GB1801
 GB1801  HISTORY     - Date     Condition        Report By
 GB1801  HISTORY     - UNK      MONUMENTED       TNGS
 GB1801  HISTORY     - 1935     GOOD             NGS
 GB1801  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1801
 GB1801                          STATION DESCRIPTION
 GB1801
 GB1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1801'AT COOKEVILLE.
 GB1801'AT COOKEVILLE, PUTNAM COUNTY, IN THE SOUTHWEST CORNER OF THE
 GB1801'TENNESSEE POLYTECHNICAL INSTITUTE CAMPUS, 75 YARDS SOUTH OF THE
 GB1801'SOUTHEAST CORNER OF THE DORMITORY, 44 YARDS NORTH OF THE SOUTH EDGE
 GB1801'OF THE CAMPUS, AND 1 FOOT EAST OF A CONCRETE WALK.  A STATE SURVEY
 GB1801'STANDARD DISK, STAMPED 3620 AND SET IN THE TOP OF A CONCRETE POST
 GB1801'FLUSH WITH THE GROUND.
 GB1801
 GB1801                          STATION RECOVERY (1966)
 GB1801
 GB1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3708 ***********************************************************************
 DH3708  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3708  DESIGNATION -  3630E08
 DH3708  PID         -  DH3708
 DH3708  STATE/COUNTY-  TN/OBION
 DH3708  USGS QUAD   -  BONDURANT (1982)
 DH3708
 DH3708                         *CURRENT SURVEY CONTROL
 DH3708  ___________________________________________________________________
 DH3708* NAD 83(1995)-  36 30 18.49532(N)    089 15 21.89932(W)     ADJUSTED  
 DH3708* NAVD 88     -       150.93   (meters)     495.2    (feet)  GPS OBS   
 DH3708  ___________________________________________________________________
 DH3708  X           -      66,643.335 (meters)                     COMP
 DH3708  Y           -  -5,132,518.786 (meters)                     COMP
 DH3708  Z           -   3,773,465.813 (meters)                     COMP
 DH3708  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DH3708  ELLIP HEIGHT-         122.70  (meters)          (05/31/05) GPS OBS
 DH3708  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DH3708
 DH3708  HORZ ORDER  -  FIRST
 DH3708  ELLP ORDER  -  FOURTH    CLASS II
 DH3708
 DH3708.The horizontal coordinates were established by GPS observations
 DH3708.and adjusted by the National Geodetic Survey in May 2005..
 DH3708
 DH3708.The orthometric height was determined by GPS observations and a
 DH3708.high-resolution geoid model using precise GPS observation and
 DH3708.processing techniques.
 DH3708
 DH3708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3708
 DH3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3708
 DH3708.The ellipsoidal height was determined by GPS observations
 DH3708.and is referenced to NAD 83.
 DH3708
 DH3708.The geoid height was determined by GEOID03.
 DH3708
 DH3708;                    North         East     Units Scale Factor Converg.
 DH3708;SPC TN       -   245,818.192   308,352.086   MT  1.00001689   -1 54 22.5
 DH3708;SPC TN       -   806,488.52  1,011,651.80   sFT  1.00001689   -1 54 22.5
 DH3708;UTM  16      - 4,042,345.099   297,953.833   MT  1.00010298   -1 20 33.3
 DH3708
 DH3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3708!SPC TN       -   0.99998074  x   1.00001689  =   0.99999763
 DH3708!UTM  16      -   0.99998074  x   1.00010298  =   1.00008372
 DH3708
 DH3708                          SUPERSEDED SURVEY CONTROL
 DH3708
 DH3708.No superseded survey control is available for this station.
 DH3708
 DH3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9795442345(NAD 83)
 DH3708_MARKER: DD = SURVEY DISK
 DH3708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3708_STAMPING: 3630E08 2003
 DH3708_MARK LOGO: USACE 
 DH3708_PROJECTION: RECESSED 4 CENTIMETERS
 DH3708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3708+STABILITY: SURFACE MOTION
 DH3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3708+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 DH3708
 DH3708  HISTORY     - Date     Condition        Report By
 DH3708  HISTORY     - 20030430 MONUMENTED       USACE
 DH3708  HISTORY     - 20030710 GOOD             EMCINC
 DH3708
 DH3708                          STATION DESCRIPTION
 DH3708
 DH3708'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3708'TO REACH MARK FROM THE JUNCTION OF KENTUCKY STATE HIGHWAY 94 AND
 DH3708'KENTUCKY STATE  HIGHWAY 309, LOCATED IN THE NORTHWEST CITY LIMITS OF
 DH3708'HICKMAN, KENTUCKY, PROCEED SOUTH  ALONG HIGHWAY 309 FOR 2.7 MILES TO
 DH3708'ITS JUNCTION WITH KIENTUCKY STATE HIGHWAY 925 ON THE  RIGHT. TURN
 DH3708'RIGHT AND PROCEED SOUTHWEST ALONG HIGHWAY 925 FOR 4.0 MILES TO THE
 DH3708'HICKMAN TVA TRANSMISSION TOWER AND THE MARK ON THE RIGHT. MARK IS
 DH3708'LOCATED 86.0 FEET  WEST OF THE CENTERLINE OF HIGHWAY 925, 39.2 FEET
 DH3708'NORTH OF THE CENTERLINE OF GRAVEL  DRIVEWAY LEADING TO TOWER, 63.7
 DH3708'FEET EAST OF NORTHEAST CORNER OF CHAINLINK FENCE  AROUND TOWER AND
 DH3708'79.5 FEET NORTHEAST OF SOUTHEAST CORNER OF CHAINLINK FENCE AROUND
 DH3708'TOWER. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED
 DH3708'TO A 7-FOOT  ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3708'STAMPED 3630E08 2003. DISK IS  RECESSED 4 CENTIMETERS UNDER ACCESS
 DH3708'COVER. MARK IS 1.5 FEET EAST OF A CARSONITE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3710 ***********************************************************************
 DH3710  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3710  DESIGNATION -  3630E10
 DH3710  PID         -  DH3710
 DH3710  STATE/COUNTY-  TN/OBION
 DH3710  USGS QUAD   -  CAYCE (1982)
 DH3710
 DH3710                         *CURRENT SURVEY CONTROL
 DH3710  ___________________________________________________________________
 DH3710* NAD 83(1995)-  36 30 11.82696(N)    089 05 21.38034(W)     ADJUSTED  
 DH3710* NAVD 88     -       111.41   (meters)     365.5    (feet)  GPS OBS   
 DH3710  ___________________________________________________________________
 DH3710  X           -      81,587.277 (meters)                     COMP
 DH3710  Y           -  -5,132,393.599 (meters)                     COMP
 DH3710  Z           -   3,773,277.143 (meters)                     COMP
 DH3710  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DH3710  ELLIP HEIGHT-          83.29  (meters)          (05/31/05) GPS OBS
 DH3710  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH3710
 DH3710  HORZ ORDER  -  FIRST
 DH3710  ELLP ORDER  -  FOURTH    CLASS II
 DH3710
 DH3710.The horizontal coordinates were established by GPS observations
 DH3710.and adjusted by the National Geodetic Survey in May 2005..
 DH3710
 DH3710.The orthometric height was determined by GPS observations and a
 DH3710.high-resolution geoid model using precise GPS observation and
 DH3710.processing techniques.
 DH3710
 DH3710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3710
 DH3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3710
 DH3710.The ellipsoidal height was determined by GPS observations
 DH3710.and is referenced to NAD 83.
 DH3710
 DH3710.The geoid height was determined by GEOID03.
 DH3710
 DH3710;                    North         East     Units Scale Factor Converg.
 DH3710;SPC TN       -   245,128.372   323,281.775   MT  1.00001651   -1 48 30.9
 DH3710;SPC TN       -   804,225.33  1,060,633.62   sFT  1.00001651   -1 48 30.9
 DH3710;UTM  16      - 4,041,802.381   312,890.341   MT  1.00003136   -1 14 35.5
 DH3710
 DH3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3710!SPC TN       -   0.99998693  x   1.00001651  =   1.00000344
 DH3710!UTM  16      -   0.99998693  x   1.00003136  =   1.00001829
 DH3710
 DH3710                          SUPERSEDED SURVEY CONTROL
 DH3710
 DH3710.No superseded survey control is available for this station.
 DH3710
 DH3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1289041802(NAD 83)
 DH3710_MARKER: DD = SURVEY DISK
 DH3710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3710_STAMPING: 3630E10 2003
 DH3710_MARK LOGO: USACE 
 DH3710_PROJECTION: RECESSED 9 CENTIMETERS
 DH3710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3710+STABILITY: SURFACE MOTION
 DH3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3710+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DH3710
 DH3710  HISTORY     - Date     Condition        Report By
 DH3710  HISTORY     - 20030430 MONUMENTED       USACE
 DH3710  HISTORY     - 20030714 GOOD             EMCINC
 DH3710
 DH3710                          STATION DESCRIPTION
 DH3710
 DH3710'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3710'TO REACH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND TENNESSEE
 DH3710'STATE HIGHWAY 21,  LOCATED 1.5 MILES NORTH OF UNION CITY, TENNESSEE,
 DH3710'PROCEED NORTH ALONG TENNESSEE STATE  HIGHWAY 21 FOR 4.0 MILES TO ITS
 DH3710'INTERSECTION WITH KENTUCKY HIGHWAY 116 (STATE LINE ROAD).  TURN LEFT
 DH3710'AND PROCEED WEST ALONG HIGHWAY 116 FOR 3.0 MILES TO A NATURAL GAS
 DH3710'UNDERGROUND PIPELINE CROSSING AND THE MARK ON THE LEFT. MARK IS
 DH3710'LOCATED 35.2 FEET  SOUTH OF THE CENTERLINE OF HIGHWAY 116, 9.0 FEET
 DH3710'SOUTHEAST OF THE MIDDLE OF 3 GAS  PIPELINE VENT POSTS, AND 1.5 FEET
 DH3710'NORTH OF A FENCE CORNER POST AND CARSONITE WITNESS  POST. A MEMPHIS
 DH3710'CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A 7-FOOT
 DH3710'ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER STAMPED
 DH3710'3630E10 2003. DISK IS  RECESSED 9 CENTIMETERS UNDER ACCESS COVER. MARK
 DH3710'IS 6.0 FEET ABOVE LEVEL OF HIGHWAY 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2429 ***********************************************************************
 GB2429  DESIGNATION -  3633
 GB2429  PID         -  GB2429
 GB2429  STATE/COUNTY-  TN/PUTNAM
 GB2429  USGS QUAD   -  BAXTER (1981)
 GB2429
 GB2429                         *CURRENT SURVEY CONTROL
 GB2429  ___________________________________________________________________
 GB2429* NAD 83(1995)-  36 09 58.59121(N)    085 39 09.19541(W)     ADJUSTED  
 GB2429* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 GB2429  ___________________________________________________________________
 GB2429  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GB2429  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB2429
 GB2429  HORZ ORDER  -  SECOND
 GB2429
 GB2429.The horizontal coordinates were established by classical geodetic methods
 GB2429.and adjusted by the National Geodetic Survey in April 1999..
 GB2429
 GB2429.The orthometric height was scaled from a topographic map.
 GB2429
 GB2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2429
 GB2429.The geoid height was determined by GEOID03.
 GB2429
 GB2429;                    North         East     Units Scale Factor Converg.
 GB2429;SPC TN       -   203,420.162   631,259.939   MT  0.99996516   +0 12 12.3
 GB2429;SPC TN       -   667,387.65  2,071,058.65   sFT  0.99996516   +0 12 12.3
 GB2429;UTM  16      - 4,003,232.122   621,190.056   MT  0.99978096   +0 47 43.0
 GB2429
 GB2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2429!SPC TN       -   0.99995303  x   0.99996516  =   0.99991819
 GB2429!UTM  16      -   0.99995303  x   0.99978096  =   0.99973400
 GB2429
 GB2429                          SUPERSEDED SURVEY CONTROL
 GB2429
 GB2429  NAD 83(1995)-  36 09 58.59323(N)    085 39 09.19819(W) AD(       ) 2
 GB2429  NAD 83(1995)-  36 09 58.59510(N)    085 39 09.19812(W) AD(       ) 2
 GB2429  NAD 83(1986)-  36 09 58.60352(N)    085 39 09.19667(W) AD(       ) 2
 GB2429  NAD 27      -  36 09 58.38300(N)    085 39 09.27400(W) AD(       ) 2
 GB2429
 GB2429.Superseded values are not recommended for survey control.
 GB2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2429.See file dsdata.txt to determine how the superseded data were derived.
 GB2429
 GB2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2119003232(NAD 83)
 GB2429_MARKER: DD = SURVEY DISK
 GB2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2429_STAMPING: 3633
 GB2429_MARK LOGO: TNGS  
 GB2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2429+STABILITY: SURFACE MOTION
 GB2429
 GB2429  HISTORY     - Date     Condition        Report By
 GB2429  HISTORY     - 1949     MONUMENTED       TNGS
 GB2429
 GB2429                          STATION DESCRIPTION
 GB2429
 GB2429'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1949 (LWS)
 GB2429'THE STATION IS LOCATED ABOUT 9 MILES WEST OF COOKEVILLE AND 1 MILE
 GB2429'NORTHWEST OF BAXTER. IT IS 64 FEET NORTHEAST OF THE NORTHEAST
 GB2429'CORNER OF A HOUSE, 48 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 70
 GB2429'N AND 25 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS A
 GB2429'6X6 INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GB2429'THE DISK IS A BRONZE USC AND GS AND SS DISK STAMPED 3633. A
 GB2429'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ENSOR AND THE
 GB2429'DISTANCE FOUND TO BE 8.720 METERS (28.61 FEET).
 GB2429'
 GB2429'TO REACH THE STATION FROM THE PUTNAM COUNTY COURT HOUSE IN
 GB2429'COOKEVILLE, GO WEST ON U.S. HIGHWAY 70 N FOR 9.15 MILES TO THE
 GB2429'STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1836 ***********************************************************************
 GA1836  DESIGNATION -  37 14 5
 GA1836  PID         -  GA1836
 GA1836  STATE/COUNTY-  TN/HAWKINS
 GA1836  USGS QUAD   -  BULLS GAP (1976)
 GA1836
 GA1836                         *CURRENT SURVEY CONTROL
 GA1836  ___________________________________________________________________
 GA1836* NAD 83(1986)-  36 21 02.     (N)    083 00 38.     (W)     SCALED    
 GA1836* NAVD 88     -       340.852  (meters)    1118.28   (feet)  ADJUSTED  
 GA1836  ___________________________________________________________________
 GA1836  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1836  DYNAMIC HT  -         340.539 (meters)    1117.25  (feet)  COMP
 GA1836  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 GA1836
 GA1836  VERT ORDER  -  FIRST     CLASS I
 GA1836
 GA1836.The horizontal coordinates were scaled from a topographic map and have
 GA1836.an estimated accuracy of +/- 6 seconds.
 GA1836
 GA1836.The orthometric height was determined by differential leveling
 GA1836.and adjusted by the National Geodetic Survey in June 1991..
 GA1836
 GA1836.The geoid height was determined by GEOID03.
 GA1836
 GA1836.The dynamic height is computed by dividing the NAVD 88
 GA1836.geopotential number by the normal gravity value computed on the
 GA1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1836.degrees latitude (g = 980.6199 gals.).
 GA1836
 GA1836.The modeled gravity was interpolated from observed gravity values.
 GA1836
 GA1836;                    North         East    Units  Estimated Accuracy
 GA1836;SPC TN       -   227,910.      868,300.      MT  (+/- 180 meters Scaled)
 GA1836
 GA1836                          SUPERSEDED SURVEY CONTROL
 GA1836
 GA1836  NGVD 29 (??/??/92)  341.012  (m)         1118.80   (f) ADJ UNCH    1 1
 GA1836
 GA1836.Superseded values are not recommended for survey control.
 GA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1836.See file dsdata.txt to determine how the superseded data were derived.
 GA1836
 GA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA195247(NAD 83)
 GA1836_MARKER: DD = SURVEY DISK
 GA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1836_STAMPING: 37 14 5
 GA1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1836+STABILITY: SURFACE MOTION
 GA1836
 GA1836  HISTORY     - Date     Condition        Report By
 GA1836  HISTORY     - UNK      MONUMENTED       TNDG
 GA1836  HISTORY     - 1967     GOOD             NGS
 GA1836
 GA1836                          STATION DESCRIPTION
 GA1836
 GA1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1836'7.8 MI SW FROM BUREM.
 GA1836'ABOUT 7.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1836'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA1836'ROAD AT BUREM, 0.6 MILE SOUTH OF THE CORAN STATION SIGN AT CORAN,
 GA1836'0.1 MILE NORTH OF MILEPOST 78, 0.1 MILE SOUTH OF THE SOUTH END OF
 GA1836'A RAILROAD BRIDGE OVER STATE HIGHWAY 66, 100 YARDS NORTH OF THE
 GA1836'NORTH END OF A RAILROAD BRIDGE OVER OLD STATE HIGHWAY 66, 21 1/2
 GA1836'FEET WEST OF THE WEST RAIL OF THE TRACK, 64 1/2 FEET EAST OF THE
 GA1836'SOUTHEAST CORNER OF A BRICK HOUSE, 45 FEET SOUTHEAST OF AN 18-INCH
 GA1836'CEDAR TREE, 9 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GA1836'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE
 GA1836'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1836'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1837 ***********************************************************************
 GA1837  DESIGNATION -  37 14 6
 GA1837  PID         -  GA1837
 GA1837  STATE/COUNTY-  TN/HAWKINS
 GA1837  USGS QUAD   -  BULLS GAP (1976)
 GA1837
 GA1837                         *CURRENT SURVEY CONTROL
 GA1837  ___________________________________________________________________
 GA1837* NAD 83(1986)-  36 20 51.     (N)    083 00 27.     (W)     SCALED    
 GA1837* NAVD 88     -       339.836  (meters)    1114.95   (feet)  ADJUSTED  
 GA1837  ___________________________________________________________________
 GA1837  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1837  DYNAMIC HT  -         339.524 (meters)    1113.92  (feet)  COMP
 GA1837  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 GA1837
 GA1837  VERT ORDER  -  FIRST     CLASS I
 GA1837
 GA1837.The horizontal coordinates were scaled from a topographic map and have
 GA1837.an estimated accuracy of +/- 6 seconds.
 GA1837
 GA1837.The orthometric height was determined by differential leveling
 GA1837.and adjusted by the National Geodetic Survey in June 1991..
 GA1837
 GA1837.The geoid height was determined by GEOID03.
 GA1837
 GA1837.The dynamic height is computed by dividing the NAVD 88
 GA1837.geopotential number by the normal gravity value computed on the
 GA1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1837.degrees latitude (g = 980.6199 gals.).
 GA1837
 GA1837.The modeled gravity was interpolated from observed gravity values.
 GA1837
 GA1837;                    North         East    Units  Estimated Accuracy
 GA1837;SPC TN       -   227,580.      868,580.      MT  (+/- 180 meters Scaled)
 GA1837
 GA1837                          SUPERSEDED SURVEY CONTROL
 GA1837
 GA1837  NGVD 29 (??/??/92)  339.995  (m)         1115.47   (f) ADJ UNCH    1 1
 GA1837
 GA1837.Superseded values are not recommended for survey control.
 GA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1837.See file dsdata.txt to determine how the superseded data were derived.
 GA1837
 GA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA198243(NAD 83)
 GA1837_MARKER: DD = SURVEY DISK
 GA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1837_STAMPING: 37 14 6
 GA1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1837+STABILITY: SURFACE MOTION
 GA1837
 GA1837  HISTORY     - Date     Condition        Report By
 GA1837  HISTORY     - UNK      MONUMENTED       TNDG
 GA1837  HISTORY     - 1967     GOOD             NGS
 GA1837
 GA1837                          STATION DESCRIPTION
 GA1837
 GA1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1837'8.1 MI SW FROM BUREM.
 GA1837'ABOUT 8.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1837'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA1837'ROAD AT BUREM, OR ABOUT 8.55 MILES NORTHEAST ALONG THE SOUTHERN
 GA1837'RAILWAY COMPANY RAILROAD FROM THE STATION AT BULLS GAP, 0.9 MILE
 GA1837'SOUTH OF THE CORAN STATION SIGN AT CORAN, 0.2 MILE SOUTH OF
 GA1837'MILEPOST 78, 0.05 MILE NORTH OF THE CROSSING OF THE RAILROAD AND
 GA1837'A PRIVATE ROAD, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GA1837'TRACK, 17 FEET SOUTHWEST OF POLE NUMBER 2211, 4.7 FEET SOUTHWEST
 GA1837'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 GA1837'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 GA1837'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0718 ***********************************************************************
 GA0718  DESIGNATION -  37 15 16
 GA0718  PID         -  GA0718
 GA0718  STATE/COUNTY-  TN/HAWKINS
 GA0718  USGS QUAD   -  BUREM (1976)
 GA0718
 GA0718                         *CURRENT SURVEY CONTROL
 GA0718  ___________________________________________________________________
 GA0718* NAD 83(1986)-  36 24 48.     (N)    082 55 02.     (W)     SCALED    
 GA0718* NAVD 88     -       344.615  (meters)    1130.62   (feet)  ADJUSTED  
 GA0718  ___________________________________________________________________
 GA0718  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0718  DYNAMIC HT  -         344.301 (meters)    1129.59  (feet)  COMP
 GA0718  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0718
 GA0718  VERT ORDER  -  FIRST     CLASS I
 GA0718
 GA0718.The horizontal coordinates were scaled from a topographic map and have
 GA0718.an estimated accuracy of +/- 6 seconds.
 GA0718
 GA0718.The orthometric height was determined by differential leveling
 GA0718.and adjusted by the National Geodetic Survey in June 1991..
 GA0718
 GA0718.The geoid height was determined by GEOID03.
 GA0718
 GA0718.The dynamic height is computed by dividing the NAVD 88
 GA0718.geopotential number by the normal gravity value computed on the
 GA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0718.degrees latitude (g = 980.6199 gals.).
 GA0718
 GA0718.The modeled gravity was interpolated from observed gravity values.
 GA0718
 GA0718;                    North         East    Units  Estimated Accuracy
 GA0718;SPC TN       -   235,130.      876,450.      MT  (+/- 180 meters Scaled)
 GA0718
 GA0718                          SUPERSEDED SURVEY CONTROL
 GA0718
 GA0718  NGVD 29 (??/??/92)  344.767  (m)         1131.12   (f) ADJ UNCH    1 1
 GA0718
 GA0718.Superseded values are not recommended for survey control.
 GA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0718.See file dsdata.txt to determine how the superseded data were derived.
 GA0718
 GA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA281315(NAD 83)
 GA0718_MARKER: DD = SURVEY DISK
 GA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0718_STAMPING: 37 15 26
 GA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0718+STABILITY: SURFACE MOTION
 GA0718
 GA0718  HISTORY     - Date     Condition        Report By
 GA0718  HISTORY     - UNK      MONUMENTED       TNDG
 GA0718  HISTORY     - 1967     GOOD             NGS
 GA0718
 GA0718                          STATION DESCRIPTION
 GA0718
 GA0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0718'0.2 MI E FROM BUREM.
 GA0718'ABOUT 0.2 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA0718'FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD AT
 GA0718'BUREM, 0.4 MILE EAST OF MILEPOST 70, 41 FEET SOUTH OF THE SOUTH
 GA0718'RAIL OF THE MAIN TRACK, 140 FEET SOUTH AND ACROSS THE TRACK
 GA0718'FROM THE SOUTHWEST CORNER OF THE RESIDENCE OF MR. HOWELL BUREM,
 GA0718'80 FEET SOUTH AND ACROSS THE TRACK FROM A POLE, 28 FEET SOUTH
 GA0718'OF THE SOUTH RAIL OF A SIDETRACK, 6 1/2 FEET NORTH OF A FENCE,
 GA0718'0.6 FOOT NORTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE
 GA0718'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GA0718'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0722 ***********************************************************************
 GA0722  DESIGNATION -  37 15 17
 GA0722  PID         -  GA0722
 GA0722  STATE/COUNTY-  TN/HAWKINS
 GA0722  USGS QUAD   -  BUREM (1976)
 GA0722
 GA0722                         *CURRENT SURVEY CONTROL
 GA0722  ___________________________________________________________________
 GA0722* NAD 83(1986)-  36 23 58.     (N)    082 55 49.     (W)     SCALED    
 GA0722* NAVD 88     -       335.652  (meters)    1101.22   (feet)  ADJUSTED  
 GA0722  ___________________________________________________________________
 GA0722  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0722  DYNAMIC HT  -         335.346 (meters)    1100.21  (feet)  COMP
 GA0722  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 GA0722
 GA0722  VERT ORDER  -  FIRST     CLASS I
 GA0722
 GA0722.The horizontal coordinates were scaled from a topographic map and have
 GA0722.an estimated accuracy of +/- 6 seconds.
 GA0722
 GA0722.The orthometric height was determined by differential leveling
 GA0722.and adjusted by the National Geodetic Survey in June 1991..
 GA0722
 GA0722.The geoid height was determined by GEOID03.
 GA0722
 GA0722.The dynamic height is computed by dividing the NAVD 88
 GA0722.geopotential number by the normal gravity value computed on the
 GA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0722.degrees latitude (g = 980.6199 gals.).
 GA0722
 GA0722.The modeled gravity was interpolated from observed gravity values.
 GA0722
 GA0722;                    North         East    Units  Estimated Accuracy
 GA0722;SPC TN       -   233,560.      875,330.      MT  (+/- 180 meters Scaled)
 GA0722
 GA0722                          SUPERSEDED SURVEY CONTROL
 GA0722
 GA0722  NGVD 29 (??/??/92)  335.807  (m)         1101.73   (f) ADJ UNCH    1 1
 GA0722
 GA0722.Superseded values are not recommended for survey control.
 GA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0722.See file dsdata.txt to determine how the superseded data were derived.
 GA0722
 GA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA269299(NAD 83)
 GA0722_MARKER: DD = SURVEY DISK
 GA0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0722_STAMPING: 37 15 17
 GA0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0722+STABILITY: SURFACE MOTION
 GA0722
 GA0722  HISTORY     - Date     Condition        Report By
 GA0722  HISTORY     - UNK      MONUMENTED       TNGS
 GA0722  HISTORY     - 1967     GOOD             NGS
 GA0722
 GA0722                          STATION DESCRIPTION
 GA0722
 GA0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0722'1.6 MI SW FROM BUREM.
 GA0722'ABOUT 1.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0722'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD
 GA0722'AT BUREM, 0.45 MILE SOUTH OF MILEPOST 71, 9 FEET EAST OF THE
 GA0722'EAST RAIL OF THE TRACK, 103 FEET NORTH OF THE NORTH ABUTMENT OF
 GA0722'A RAILROAD BRIDGE OVER BEECH CREEK, 0.5 FOOT WEST OF A METAL WITNESS
 GA0722'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 GA0722'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0721 ***********************************************************************
 GA0721  DESIGNATION -  37 15 18
 GA0721  PID         -  GA0721
 GA0721  STATE/COUNTY-  TN/HAWKINS
 GA0721  USGS QUAD   -  BUREM (1976)
 GA0721
 GA0721                         *CURRENT SURVEY CONTROL
 GA0721  ___________________________________________________________________
 GA0721* NAD 83(1986)-  36 24 09.     (N)    082 55 48.     (W)     SCALED    
 GA0721* NAVD 88     -       335.676  (meters)    1101.30   (feet)  ADJUSTED  
 GA0721  ___________________________________________________________________
 GA0721  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0721  DYNAMIC HT  -         335.370 (meters)    1100.29  (feet)  COMP
 GA0721  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA0721
 GA0721  VERT ORDER  -  FIRST     CLASS I
 GA0721
 GA0721.The horizontal coordinates were scaled from a topographic map and have
 GA0721.an estimated accuracy of +/- 6 seconds.
 GA0721
 GA0721.The orthometric height was determined by differential leveling
 GA0721.and adjusted by the National Geodetic Survey in June 1991..
 GA0721
 GA0721.The geoid height was determined by GEOID03.
 GA0721
 GA0721.The dynamic height is computed by dividing the NAVD 88
 GA0721.geopotential number by the normal gravity value computed on the
 GA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0721.degrees latitude (g = 980.6199 gals.).
 GA0721
 GA0721.The modeled gravity was interpolated from observed gravity values.
 GA0721
 GA0721;                    North         East    Units  Estimated Accuracy
 GA0721;SPC TN       -   233,900.      875,340.      MT  (+/- 180 meters Scaled)
 GA0721
 GA0721                          SUPERSEDED SURVEY CONTROL
 GA0721
 GA0721  NGVD 29 (??/??/92)  335.831  (m)         1101.81   (f) ADJ UNCH    1 1
 GA0721
 GA0721.Superseded values are not recommended for survey control.
 GA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0721.See file dsdata.txt to determine how the superseded data were derived.
 GA0721
 GA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA269303(NAD 83)
 GA0721_MARKER: DD = SURVEY DISK
 GA0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0721_STAMPING: 37 15 18
 GA0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0721+STABILITY: SURFACE MOTION
 GA0721
 GA0721  HISTORY     - Date     Condition        Report By
 GA0721  HISTORY     - UNK      MONUMENTED       TNDG
 GA0721  HISTORY     - 1967     GOOD             NGS
 GA0721
 GA0721                          STATION DESCRIPTION
 GA0721
 GA0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0721'1.4 MI SW FROM BUREM.
 GA0721'ABOUT 1.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0721'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0721'ROAD AT BUREM, 0.25 MILE SOUTH OF MILEPOST 71, 0.2 MILE NORTH OF
 GA0721'THE NORTH END OF A RAILROAD BRIDGE OVER BEECH CREEK, 0.1 MILE
 GA0721'SOUTH OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 20
 GA0721'FEET EAST OF THE EAST RAIL OF THE TRACK, 4 FEET SOUTH OF A 6-INCH
 GA0721'CEDAR TREE, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 GA0721'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GA0721'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0720 ***********************************************************************
 GA0720  DESIGNATION -  37 15 19
 GA0720  PID         -  GA0720
 GA0720  STATE/COUNTY-  TN/HAWKINS
 GA0720  USGS QUAD   -  BUREM (1976)
 GA0720
 GA0720                         *CURRENT SURVEY CONTROL
 GA0720  ___________________________________________________________________
 GA0720* NAD 83(1986)-  36 24 18.     (N)    082 55 50.     (W)     SCALED    
 GA0720* NAVD 88     -       337.809  (meters)    1108.30   (feet)  ADJUSTED  
 GA0720  ___________________________________________________________________
 GA0720  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0720  DYNAMIC HT  -         337.501 (meters)    1107.28  (feet)  COMP
 GA0720  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GA0720
 GA0720  VERT ORDER  -  FIRST     CLASS I
 GA0720
 GA0720.The horizontal coordinates were scaled from a topographic map and have
 GA0720.an estimated accuracy of +/- 6 seconds.
 GA0720
 GA0720.The orthometric height was determined by differential leveling
 GA0720.and adjusted by the National Geodetic Survey in June 1991..
 GA0720
 GA0720.The geoid height was determined by GEOID03.
 GA0720
 GA0720.The dynamic height is computed by dividing the NAVD 88
 GA0720.geopotential number by the normal gravity value computed on the
 GA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0720.degrees latitude (g = 980.6199 gals.).
 GA0720
 GA0720.The modeled gravity was interpolated from observed gravity values.
 GA0720
 GA0720;                    North         East    Units  Estimated Accuracy
 GA0720;SPC TN       -   234,170.      875,290.      MT  (+/- 180 meters Scaled)
 GA0720
 GA0720                          SUPERSEDED SURVEY CONTROL
 GA0720
 GA0720  NGVD 29 (??/??/92)  337.964  (m)         1108.80   (f) ADJ UNCH    1 1
 GA0720
 GA0720.Superseded values are not recommended for survey control.
 GA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0720.See file dsdata.txt to determine how the superseded data were derived.
 GA0720
 GA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA268306(NAD 83)
 GA0720_MARKER: DD = SURVEY DISK
 GA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0720_STAMPING: 37 15 19
 GA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0720+STABILITY: SURFACE MOTION
 GA0720
 GA0720  HISTORY     - Date     Condition        Report By
 GA0720  HISTORY     - UNK      MONUMENTED       TNDG
 GA0720  HISTORY     - 1967     GOOD             NGS
 GA0720
 GA0720                          STATION DESCRIPTION
 GA0720
 GA0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0720'1.3 MI SW FROM BUREM.
 GA0720'ABOUT 1.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0720'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0720'ROAD AT BUREM, 0.1 MILE SOUTHEAST OF MILEPOST 71, 19 FEET EAST
 GA0720'OF THE EAST RAIL OF THE TRACK, 182 FEET NORTH OF THE CENTER OF
 GA0720'THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 0.5 FOOT NORTH
 GA0720'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 GA0720'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1834 ***********************************************************************
 GA1834  DESIGNATION -  37 15 2
 GA1834  PID         -  GA1834
 GA1834  STATE/COUNTY-  TN/HAWKINS
 GA1834  USGS QUAD   -  BULLS GAP (1976)
 GA1834
 GA1834                         *CURRENT SURVEY CONTROL
 GA1834  ___________________________________________________________________
 GA1834* NAD 83(1986)-  36 22 06.     (N)    083 00 22.     (W)     SCALED    
 GA1834* NAVD 88     -       334.193  (meters)    1096.43   (feet)  ADJUSTED  
 GA1834  ___________________________________________________________________
 GA1834  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1834  DYNAMIC HT  -         333.886 (meters)    1095.42  (feet)  COMP
 GA1834  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 GA1834
 GA1834  VERT ORDER  -  FIRST     CLASS I
 GA1834
 GA1834.The horizontal coordinates were scaled from a topographic map and have
 GA1834.an estimated accuracy of +/- 6 seconds.
 GA1834
 GA1834.The orthometric height was determined by differential leveling
 GA1834.and adjusted by the National Geodetic Survey in June 1991..
 GA1834
 GA1834.The geoid height was determined by GEOID03.
 GA1834
 GA1834.The dynamic height is computed by dividing the NAVD 88
 GA1834.geopotential number by the normal gravity value computed on the
 GA1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1834.degrees latitude (g = 980.6199 gals.).
 GA1834
 GA1834.The modeled gravity was interpolated from observed gravity values.
 GA1834
 GA1834;                    North         East    Units  Estimated Accuracy
 GA1834;SPC TN       -   229,900.      868,640.      MT  (+/- 180 meters Scaled)
 GA1834
 GA1834                          SUPERSEDED SURVEY CONTROL
 GA1834
 GA1834  NGVD 29 (??/??/92)  334.353  (m)         1096.96   (f) ADJ UNCH    1 1
 GA1834
 GA1834.Superseded values are not recommended for survey control.
 GA1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1834.See file dsdata.txt to determine how the superseded data were derived.
 GA1834
 GA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200266(NAD 83)
 GA1834_MARKER: DD = SURVEY DISK
 GA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1834_STAMPING: 37 15 2
 GA1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1834+STABILITY: SURFACE MOTION
 GA1834
 GA1834  HISTORY     - Date     Condition        Report By
 GA1834  HISTORY     - UNK      MONUMENTED       TNDG
 GA1834  HISTORY     - 1967     GOOD             NGS
 GA1834
 GA1834                          STATION DESCRIPTION
 GA1834
 GA1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1834'6.2 MI SW FROM BUREM.
 GA1834'ABOUT 6.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1834'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD
 GA1834'AT BUREM, 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1834'RAILROAD FROM THE STATION SIGN AT CORAN, 0.5 MILE WEST OF MILEPOST
 GA1834'76, 27 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 100 FEET EAST
 GA1834'OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 13 FEET SOUTH OF THE
 GA1834'CENTERLINE OF A PRIVATE DRIVEWAY, 3 1/2 FEET EAST OF A POLE, 1.3
 GA1834'FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL
 GA1834'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1834'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0719 ***********************************************************************
 GA0719  DESIGNATION -  37 15 24
 GA0719  PID         -  GA0719
 GA0719  STATE/COUNTY-  TN/HAWKINS
 GA0719  USGS QUAD   -  BUREM (1976)
 GA0719
 GA0719                         *CURRENT SURVEY CONTROL
 GA0719  ___________________________________________________________________
 GA0719* NAD 83(1986)-  36 24 56.     (N)    082 55 41.     (W)     SCALED    
 GA0719* NAVD 88     -       341.738  (meters)    1121.19   (feet)  ADJUSTED  
 GA0719  ___________________________________________________________________
 GA0719  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0719  DYNAMIC HT  -         341.427 (meters)    1120.17  (feet)  COMP
 GA0719  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 GA0719
 GA0719  VERT ORDER  -  FIRST     CLASS I
 GA0719
 GA0719.The horizontal coordinates were scaled from a topographic map and have
 GA0719.an estimated accuracy of +/- 6 seconds.
 GA0719
 GA0719.The orthometric height was determined by differential leveling
 GA0719.and adjusted by the National Geodetic Survey in June 1991..
 GA0719
 GA0719.The geoid height was determined by GEOID03.
 GA0719
 GA0719.The dynamic height is computed by dividing the NAVD 88
 GA0719.geopotential number by the normal gravity value computed on the
 GA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0719.degrees latitude (g = 980.6199 gals.).
 GA0719
 GA0719.The modeled gravity was interpolated from observed gravity values.
 GA0719
 GA0719;                    North         East    Units  Estimated Accuracy
 GA0719;SPC TN       -   235,350.      875,470.      MT  (+/- 180 meters Scaled)
 GA0719
 GA0719                          SUPERSEDED SURVEY CONTROL
 GA0719
 GA0719  NGVD 29 (??/??/92)  341.891  (m)         1121.69   (f) ADJ UNCH    1 1
 GA0719
 GA0719.Superseded values are not recommended for survey control.
 GA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0719.See file dsdata.txt to determine how the superseded data were derived.
 GA0719
 GA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA271317(NAD 83)
 GA0719_MARKER: DD = SURVEY DISK
 GA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0719_STAMPING: 37 15 24
 GA0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0719+STABILITY: SURFACE MOTION
 GA0719
 GA0719  HISTORY     - Date     Condition        Report By
 GA0719  HISTORY     - UNK      MONUMENTED       TNDG
 GA0719  HISTORY     - 1967     GOOD             NGS
 GA0719
 GA0719                          STATION DESCRIPTION
 GA0719
 GA0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0719'0.4 MI W FROM BUREM.
 GA0719'ABOUT 0.4 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA0719'FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD
 GA0719'AT BUREM, 0.2 MILE WEST OF MILEPOST 70, ON THE OUTSIDE OF A
 GA0719'CURVE IN THE RAILROAD TRACK, 267 YARDS SOUTHWEST OF A BUILDING
 GA0719'THAT HAS A METAL ROOF, 42 FEET NORTH OF THE NORTH RAIL OF THE
 GA0719'TRACK, 65 FEET SOUTHWEST OF A 16-INCH CEDAR TREE, 5 1/2 FEET
 GA0719'SOUTH OF A FENCE, 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST,
 GA0719'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GA0719'OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2176 ***********************************************************************
 GA2176  DESIGNATION -  37109
 GA2176  PID         -  GA2176
 GA2176  STATE/COUNTY-  TN/HAWKINS
 GA2176  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2176
 GA2176                         *CURRENT SURVEY CONTROL
 GA2176  ___________________________________________________________________
 GA2176* NAD 83(1986)-  36 20 42.     (N)    083 14 52.     (W)     SCALED    
 GA2176* NAVD 88     -       343.184  (meters)    1125.93   (feet)  ADJUSTED  
 GA2176  ___________________________________________________________________
 GA2176  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA2176  DYNAMIC HT  -         342.874 (meters)    1124.91  (feet)  COMP
 GA2176  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GA2176
 GA2176  VERT ORDER  -  SECOND    CLASS 0
 GA2176
 GA2176.The horizontal coordinates were scaled from a topographic map and have
 GA2176.an estimated accuracy of +/- 6 seconds.
 GA2176
 GA2176.The orthometric height was determined by differential leveling
 GA2176.and adjusted by the National Geodetic Survey in June 1991..
 GA2176
 GA2176.The geoid height was determined by GEOID03.
 GA2176
 GA2176.The dynamic height is computed by dividing the NAVD 88
 GA2176.geopotential number by the normal gravity value computed on the
 GA2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2176.degrees latitude (g = 980.6199 gals.).
 GA2176
 GA2176.The modeled gravity was interpolated from observed gravity values.
 GA2176
 GA2176;                    North         East    Units  Estimated Accuracy
 GA2176;SPC TN       -   226,670.      847,030.      MT  (+/- 180 meters Scaled)
 GA2176
 GA2176                          SUPERSEDED SURVEY CONTROL
 GA2176
 GA2176  NGVD 29 (??/??/92)  343.322  (m)         1126.38   (f) ADJ UNCH    2 0
 GA2176
 GA2176.Superseded values are not recommended for survey control.
 GA2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2176.See file dsdata.txt to determine how the superseded data were derived.
 GA2176
 GA2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA982245(NAD 83)
 GA2176_MARKER: DD = SURVEY DISK
 GA2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2176_STAMPING: 37109
 GA2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2176+STABILITY: SURFACE MOTION
 GA2176
 GA2176  HISTORY     - Date     Condition        Report By
 GA2176  HISTORY     - UNK      MONUMENTED       TVA
 GA2176  HISTORY     - 1964     GOOD             TNGS
 GA2176
 GA2176                          STATION DESCRIPTION
 GA2176
 GA2176'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2176'1 MI W FROM MOORESBURG.
 GA2176'FROM THE POST OFFICE IN ROGERSVILLE, GO 15.3 MILES WESTERLY
 GA2176'ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS
 GA2176'LOCATED 0.8 FOOT NORTH NORTHEAST OF A METAL WITNESS POST AND
 GA2176'23 FEET SOUTH SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA2176'11W.  THE MARK IS A STANDARD TENNESSEE VALLEY AUTHORITY DISK
 GA2176'SET IN THE TOP OF A 4-INCH, SQUARE, CONCRETE MONUMENT, PROJECTION
 GA2176'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2150 ***********************************************************************
 GA2150  DESIGNATION -  371317
 GA2150  PID         -  GA2150
 GA2150  STATE/COUNTY-  TN/HAWKINS
 GA2150  USGS QUAD   -  CAMELOT (1976)
 GA2150
 GA2150                         *CURRENT SURVEY CONTROL
 GA2150  ___________________________________________________________________
 GA2150* NAD 83(1986)-  36 23 11.     (N)    083 04 42.     (W)     SCALED    
 GA2150* NAVD 88     -       343.355  (meters)    1126.49   (feet)  ADJUSTED  
 GA2150  ___________________________________________________________________
 GA2150  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA2150  DYNAMIC HT  -         343.041 (meters)    1125.46  (feet)  COMP
 GA2150  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA2150
 GA2150  VERT ORDER  -  SECOND    CLASS 0
 GA2150
 GA2150.The horizontal coordinates were scaled from a topographic map and have
 GA2150.an estimated accuracy of +/- 6 seconds.
 GA2150
 GA2150.The orthometric height was determined by differential leveling
 GA2150.and adjusted by the National Geodetic Survey in June 1991..
 GA2150
 GA2150.The geoid height was determined by GEOID03.
 GA2150
 GA2150.The dynamic height is computed by dividing the NAVD 88
 GA2150.geopotential number by the normal gravity value computed on the
 GA2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2150.degrees latitude (g = 980.6199 gals.).
 GA2150
 GA2150.The modeled gravity was interpolated from observed gravity values.
 GA2150
 GA2150;                    North         East    Units  Estimated Accuracy
 GA2150;SPC TN       -   231,700.      862,100.      MT  (+/- 180 meters Scaled)
 GA2150
 GA2150                          SUPERSEDED SURVEY CONTROL
 GA2150
 GA2150  NGVD 29 (??/??/92)  343.500  (m)         1126.97   (f) ADJ UNCH    2 0
 GA2150
 GA2150.Superseded values are not recommended for survey control.
 GA2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2150.See file dsdata.txt to determine how the superseded data were derived.
 GA2150
 GA2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA135288(NAD 83)
 GA2150_MARKER: DD = SURVEY DISK
 GA2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2150_STAMPING: 371317
 GA2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2150+STABILITY: SURFACE MOTION
 GA2150
 GA2150  HISTORY     - Date     Condition        Report By
 GA2150  HISTORY     - UNK      MONUMENTED       TVA
 GA2150  HISTORY     - 1964     GOOD             TNGS
 GA2150
 GA2150                          STATION DESCRIPTION
 GA2150
 GA2150'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2150'4.5 MI W FROM ROGERSVILLE.
 GA2150'FROM THE POST OFFICE IN ROGERSVILLE GO 4.7 MILES WESTERLY ON
 GA2150'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2150'1.3 FEET SOUTH OF A METAL WITNESS POST, 29 FEET NORTH OF THE
 GA2150'APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 3 FEET SOUTH OF A FENCE.
 GA2150'THE MARK IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A 4 INCH
 GA2150'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2149 ***********************************************************************
 GA2149  DESIGNATION -  371324
 GA2149  PID         -  GA2149
 GA2149  STATE/COUNTY-  TN/HAWKINS
 GA2149  USGS QUAD   -  CAMELOT (1976)
 GA2149
 GA2149                         *CURRENT SURVEY CONTROL
 GA2149  ___________________________________________________________________
 GA2149* NAD 83(1986)-  36 22 43.     (N)    083 03 57.     (W)     SCALED    
 GA2149* NAVD 88     -       336.465  (meters)    1103.89   (feet)  ADJUSTED  
 GA2149  ___________________________________________________________________
 GA2149  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA2149  DYNAMIC HT  -         336.156 (meters)    1102.87  (feet)  COMP
 GA2149  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA2149
 GA2149  VERT ORDER  -  SECOND    CLASS 0
 GA2149
 GA2149.The horizontal coordinates were scaled from a topographic map and have
 GA2149.an estimated accuracy of +/- 6 seconds.
 GA2149
 GA2149.The orthometric height was determined by differential leveling
 GA2149.and adjusted by the National Geodetic Survey in June 1991..
 GA2149
 GA2149.The geoid height was determined by GEOID03.
 GA2149
 GA2149.The dynamic height is computed by dividing the NAVD 88
 GA2149.geopotential number by the normal gravity value computed on the
 GA2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2149.degrees latitude (g = 980.6199 gals.).
 GA2149
 GA2149.The modeled gravity was interpolated from observed gravity values.
 GA2149
 GA2149;                    North         East    Units  Estimated Accuracy
 GA2149;SPC TN       -   230,870.      863,240.      MT  (+/- 180 meters Scaled)
 GA2149
 GA2149                          SUPERSEDED SURVEY CONTROL
 GA2149
 GA2149  NGVD 29 (??/??/92)  336.610  (m)         1104.36   (f) ADJ UNCH    2 0
 GA2149
 GA2149.Superseded values are not recommended for survey control.
 GA2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2149.See file dsdata.txt to determine how the superseded data were derived.
 GA2149
 GA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA146279(NAD 83)
 GA2149_MARKER: DD = SURVEY DISK
 GA2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2149_STAMPING: 371324
 GA2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2149+STABILITY: SURFACE MOTION
 GA2149
 GA2149  HISTORY     - Date     Condition        Report By
 GA2149  HISTORY     - UNK      MONUMENTED       TVA
 GA2149  HISTORY     - 1964     GOOD             TNGS
 GA2149
 GA2149                          STATION DESCRIPTION
 GA2149
 GA2149'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2149'4 MI W FROM ROGERSVILLE.
 GA2149'FROM THE POST OFFICE IN ROGERSVILLE, GO 3.7 MILES WESTERLY ON
 GA2149'U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1.0
 GA2149'FOOT SOUTHEAST OF A METAL WITNESS POST, 24 FEET SOUTHEAST OF THE
 GA2149'APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 43 FEET NORTHEAST OF
 GA2149'TELEPHONE POLE NO. 41.  THE MARK IS A TENNESSEE VALLEY AUTHORITY
 GA2149'DISK SET IN A 4-INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GA2149'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1578 ***********************************************************************
 GC1578  DESIGNATION -  374
 GC1578  PID         -  GC1578
 GC1578  STATE/COUNTY-  TN/HUMPHREYS
 GC1578  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1578
 GC1578                         *CURRENT SURVEY CONTROL
 GC1578  ___________________________________________________________________
 GC1578* NAD 83(1986)-  36 03 51.     (N)    087 58 02.     (W)     SCALED    
 GC1578* NAVD 88     -       113.751  (meters)     373.20   (feet)  ADJUSTED  
 GC1578  ___________________________________________________________________
 GC1578  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC1578  DYNAMIC HT  -         113.654 (meters)     372.88  (feet)  COMP
 GC1578  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 GC1578
 GC1578  VERT ORDER  -  FIRST     CLASS II
 GC1578
 GC1578.The horizontal coordinates were scaled from a topographic map and have
 GC1578.an estimated accuracy of +/- 6 seconds.
 GC1578
 GC1578.The orthometric height was determined by differential leveling
 GC1578.and adjusted by the National Geodetic Survey in June 1991..
 GC1578
 GC1578.The geoid height was determined by GEOID03.
 GC1578
 GC1578.The dynamic height is computed by dividing the NAVD 88
 GC1578.geopotential number by the normal gravity value computed on the
 GC1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1578.degrees latitude (g = 980.6199 gals.).
 GC1578
 GC1578.The modeled gravity was interpolated from observed gravity values.
 GC1578
 GC1578;                    North         East    Units  Estimated Accuracy
 GC1578;SPC TN       -   193,820.      422,790.      MT  (+/- 180 meters Scaled)
 GC1578
 GC1578                          SUPERSEDED SURVEY CONTROL
 GC1578
 GC1578  NGVD 29 (??/??/92)  113.783  (m)          373.30   (f) ADJ UNCH    1 2
 GC1578
 GC1578.Superseded values are not recommended for survey control.
 GC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1578.See file dsdata.txt to determine how the superseded data were derived.
 GC1578
 GC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE128914(NAD 83)
 GC1578_MARKER: DD = SURVEY DISK
 GC1578_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1578_SP_SET: ABANDONED SIGNAL FOUNDATION
 GC1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1578+STABILITY: SURFACE MOTION
 GC1578
 GC1578  HISTORY     - Date     Condition        Report By
 GC1578  HISTORY     - UNK      MONUMENTED       USWB
 GC1578  HISTORY     - 1947     GOOD             CGS
 GC1578  HISTORY     - 1972     GOOD             TVA
 GC1578
 GC1578                          STATION DESCRIPTION
 GC1578
 GC1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1578'2.8 MI W FROM DENVER.
 GC1578'2.8 MILES WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1578'FROM THE POST OFFICE AT DENVER, ABOUT 0.2 MILE WEST OF THE SITE
 GC1578'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1578'ABANDONED JOHNSONVILLE, ABOUT 280 FEET EAST OF THE EAST ABUTMENT
 GC1578'OF THE OLD RAILWAY BRIDGE OVER TENNESSEE RIVER, AT AN ABANDONED
 GC1578'SIGNAL TOWER, ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 GC1578'FOUNDATION, 9 FEET NORTH OF THE CENTER LINE OF THE OLD RAILWAY
 GC1578'BED, AND ABOUT 2 FEET HIGHER THAN THE RAILWAY BED.
 GC1578
 GC1578                          STATION RECOVERY (1972)
 GC1578
 GC1578'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1668 ***********************************************************************
 GC1668  DESIGNATION -  375
 GC1668  PID         -  GC1668
 GC1668  STATE/COUNTY-  TN/STEWART
 GC1668  USGS QUAD   -  ERIN (1981)
 GC1668
 GC1668                         *CURRENT SURVEY CONTROL
 GC1668  ___________________________________________________________________
 GC1668* NAD 83(1986)-  36 22 26.     (N)    087 39 02.     (W)     SCALED    
 GC1668* NAVD 88     -       114.150  (meters)     374.51   (feet)  ADJUSTED  
 GC1668  ___________________________________________________________________
 GC1668  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC1668  DYNAMIC HT  -         114.055 (meters)     374.20  (feet)  COMP
 GC1668  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GC1668
 GC1668  VERT ORDER  -  SECOND    CLASS 0
 GC1668
 GC1668.The horizontal coordinates were scaled from a topographic map and have
 GC1668.an estimated accuracy of +/- 6 seconds.
 GC1668
 GC1668.The orthometric height was determined by differential leveling
 GC1668.and adjusted by the National Geodetic Survey in June 1991..
 GC1668
 GC1668.The geoid height was determined by GEOID03.
 GC1668
 GC1668.The dynamic height is computed by dividing the NAVD 88
 GC1668.geopotential number by the normal gravity value computed on the
 GC1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1668.degrees latitude (g = 980.6199 gals.).
 GC1668
 GC1668.The modeled gravity was interpolated from observed gravity values.
 GC1668
 GC1668;                    North         East    Units  Estimated Accuracy
 GC1668;SPC TN       -   227,650.      451,890.      MT  (+/- 180 meters Scaled)
 GC1668
 GC1668                          SUPERSEDED SURVEY CONTROL
 GC1668
 GC1668  NGVD 29 (??/??/92)  114.200  (m)          374.67   (f) ADJ UNCH    2 0
 GC1668
 GC1668.Superseded values are not recommended for survey control.
 GC1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1668.See file dsdata.txt to determine how the superseded data were derived.
 GC1668
 GC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF416256(NAD 83)
 GC1668_MARKER: Q = CHISELED SQUARE
 GC1668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1668_SP_SET: CULVERT
 GC1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1668
 GC1668  HISTORY     - Date     Condition        Report By
 GC1668  HISTORY     - UNK      MONUMENTED       USGS
 GC1668  HISTORY     - 1935     GOOD             NGS
 GC1668
 GC1668                          STATION DESCRIPTION
 GC1668
 GC1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1668'1.8 MI SW FROM CUMBERLAND CITY.
 GC1668'1.8 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1668'FROM THE STATION AT CUMBERLAND CITY, STEWART COUNTY, 0.5 MILE
 GC1668'SOUTH OF MILEPOST 200, 270 YARDS SOUTH OF THE NORTH SWITCH OF A
 GC1668'SIDING, AT A CULVERT, ON THE CENTER OF THE TOP OF THE EAST
 GC1668'CONCRETE HEADWALL, AND 8 YARDS EAST OF THE CENTERLINE OF THE MAIN
 GC1668'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2578 ***********************************************************************
 AJ2578  DESIGNATION -  38
 AJ2578  PID         -  AJ2578
 AJ2578  STATE/COUNTY-  TN/SHELBY
 AJ2578  USGS QUAD   -  BRUNSWICK (1993)
 AJ2578
 AJ2578                         *CURRENT SURVEY CONTROL
 AJ2578  ___________________________________________________________________
 AJ2578* NAD 83(1995)-  35 18 06.36160(N)    089 51 09.74773(W)     ADJUSTED  
 AJ2578* NAVD 88     -        97.68   (meters)     320.5    (feet)  LEVELING  
 AJ2578  ___________________________________________________________________
 AJ2578  X           -      13,396.626 (meters)                     COMP
 AJ2578  Y           -  -5,211,192.173 (meters)                     COMP
 AJ2578  Z           -   3,665,281.347 (meters)                     COMP
 AJ2578  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AJ2578  ELLIP HEIGHT-          70.43  (meters)          (04/26/01) GPS OBS
 AJ2578  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2578
 AJ2578  HORZ ORDER  -  FIRST
 AJ2578  VERT ORDER  -  THIRD ?
 AJ2578  ELLP ORDER  -  FOURTH    CLASS I
 AJ2578
 AJ2578.The horizontal coordinates were established by GPS observations
 AJ2578.and adjusted by the National Geodetic Survey in April 2001..
 AJ2578
 AJ2578.The orthometric height was determined by differential leveling.
 AJ2578.The vertical network tie was performed by a horz. field party for horz.
 AJ2578.obs reductions. Reset procedures were used to establish the elevation.
 AJ2578
 AJ2578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2578
 AJ2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2578
 AJ2578.The ellipsoidal height was determined by GPS observations
 AJ2578.and is referenced to NAD 83.
 AJ2578
 AJ2578.The geoid height was determined by GEOID03.
 AJ2578
 AJ2578;                    North         East     Units Scale Factor Converg.
 AJ2578;SPC TN       -   114,344.102   249,683.017   MT  0.99999127   -2 15 19.9
 AJ2578;SPC TN       -   375,143.94    819,168.36   sFT  0.99999127   -2 15 19.9
 AJ2578;UTM  16      - 3,910,242.174   240,609.117   MT  1.00042927   -1 38 58.0
 AJ2578
 AJ2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2578!SPC TN       -   0.99998895  x   0.99999127  =   0.99998022
 AJ2578!UTM  16      -   0.99998895  x   1.00042927  =   1.00041821
 AJ2578
 AJ2578                          SUPERSEDED SURVEY CONTROL
 AJ2578
 AJ2578.No superseded survey control is available for this station.
 AJ2578
 AJ2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4060910242(NAD 83)
 AJ2578_MARKER: DD = SURVEY DISK
 AJ2578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2578+WITH SETTING: INFORMATION.
 AJ2578_STAMPING: 038
 AJ2578_MARK LOGO: MLGW  
 AJ2578_PROJECTION: FLUSH
 AJ2578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2578+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2578_ROD/PIPE-DEPTH:  0.8 meters
 AJ2578
 AJ2578  HISTORY     - Date     Condition        Report By
 AJ2578  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2578
 AJ2578                          STATION DESCRIPTION
 AJ2578
 AJ2578'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2578'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY
 AJ2578'APPROXIMATELY 0.75 MILES (1.21 KM) EAST OF MILLINGTON TENNESSEE.
 AJ2578'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY (TN
 AJ2578'HWY-14) AND PLEASANT RIDGE ROAD, PROCEED WEST ON PLEASANT RIDGE ROAD
 AJ2578'APPROXIMATELY 1.25 MILE (2.01 KM) TO TWIN OAKS DRIVE.  THE STATION IS
 AJ2578'ON THE RIGHT.
 AJ2578'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2578'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2578'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 49.70 FEET (15.15 M)
 AJ2578'SOUTHWEST OF A WOOD POWER POLE NO.  25005, 44.60 FEET (13.59 M) NORTH
 AJ2578'OF THE CENTERLINE OF PLEASANT RIDGE ROAD, 23.50 FEET (7.16 M)
 AJ2578'NORTHWEST OF A WOOD POWER POLE NO.  156377, 6.30 FEET (1.92 M) WEST OF
 AJ2578'THE CENTERLINE OF TWIN OAKS DRIVE PROJECTED NORTH.  THE CAP AND
 AJ2578'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1047 ***********************************************************************
 GC1047  DESIGNATION -  38 EOM
 GC1047  PID         -  GC1047
 GC1047  STATE/COUNTY-  TN/ROBERTSON
 GC1047  USGS QUAD   -  PORTLAND (1981)
 GC1047
 GC1047                         *CURRENT SURVEY CONTROL
 GC1047  ___________________________________________________________________
 GC1047* NAD 83(1986)-  36 34 23.     (N)    086 37 17.     (W)     SCALED    
 GC1047* NAVD 88     -       218.766  (meters)     717.73   (feet)  ADJUSTED  
 GC1047  ___________________________________________________________________
 GC1047  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GC1047  DYNAMIC HT  -         218.582 (meters)     717.13  (feet)  COMP
 GC1047  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GC1047
 GC1047  VERT ORDER  -  SECOND    CLASS 0
 GC1047
 GC1047.The horizontal coordinates were scaled from a topographic map and have
 GC1047.an estimated accuracy of +/- 6 seconds.
 GC1047
 GC1047.The orthometric height was determined by differential leveling
 GC1047.and adjusted by the National Geodetic Survey in June 1991..
 GC1047
 GC1047.The geoid height was determined by GEOID03.
 GC1047
 GC1047.The dynamic height is computed by dividing the NAVD 88
 GC1047.geopotential number by the normal gravity value computed on the
 GC1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1047.degrees latitude (g = 980.6199 gals.).
 GC1047
 GC1047.The modeled gravity was interpolated from observed gravity values.
 GC1047
 GC1047;                    North         East    Units  Estimated Accuracy
 GC1047;SPC TN       -   248,680.      544,380.      MT  (+/- 180 meters Scaled)
 GC1047
 GC1047                          SUPERSEDED SURVEY CONTROL
 GC1047
 GC1047  NGVD 29 (??/??/92)  218.840  (m)          717.98   (f) ADJ UNCH    2 0
 GC1047
 GC1047.Superseded values are not recommended for survey control.
 GC1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1047.See file dsdata.txt to determine how the superseded data were derived.
 GC1047
 GC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF338475(NAD 83)
 GC1047_MARKER: DD = SURVEY DISK
 GC1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1047_STAMPING: 38 EOM 718 1950
 GC1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1047+STABILITY: SURFACE MOTION
 GC1047
 GC1047  HISTORY     - Date     Condition        Report By
 GC1047  HISTORY     - 1950     MONUMENTED       USGS
 GC1047  HISTORY     - 1959     GOOD             NGS
 GC1047
 GC1047                          STATION DESCRIPTION
 GC1047
 GC1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1047'9.2 MI SW FROM MITCHELLVILLE.
 GC1047'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1047'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1047'MILES, THENCE 0.85 MILE WEST AND NORTH ON A GRAVELED ROAD,
 GC1047'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1047'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILES SOUTHWEST
 GC1047'ON U.S. HIGHWAY 31W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD,
 GC1047'THENCE 1.7 MILES SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1047'0.9 MILE WEST ON A PAVED ROAD, THENCE 1.8 MILES SOUTH ON A
 GC1047'GRAVELED ROAD, 35 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, 33
 GC1047'FT. SOUTHWEST AND ACROSS THE ROAD FROM A POWER LINE POLE, 19 FT.
 GC1047'WEST OF THE CENTER OF THE GRAVELED ROAD, 1.6 FT. EAST OF THE
 GC1047'NORTHEAST CORNER OF A SHED, 2.5 FT. SOUTHWEST OF A FENCE CORNER
 GC1047'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 GC1047'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1428 ***********************************************************************
 GC1428  DESIGNATION -  383 6
 GC1428  PID         -  GC1428
 GC1428  STATE/COUNTY-  TN/MONTGOMERY
 GC1428  USGS QUAD   -  PALMYRA (1983)
 GC1428
 GC1428                         *CURRENT SURVEY CONTROL
 GC1428  ___________________________________________________________________
 GC1428* NAD 83(1986)-  36 28 07.     (N)    087 26 17.     (W)     SCALED    
 GC1428* NAVD 88     -       116.780  (meters)     383.14   (feet)  ADJUSTED  
 GC1428  ___________________________________________________________________
 GC1428  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1428  DYNAMIC HT  -         116.682 (meters)     382.81  (feet)  COMP
 GC1428  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GC1428
 GC1428  VERT ORDER  -  SECOND    CLASS 0
 GC1428
 GC1428.The horizontal coordinates were scaled from a topographic map and have
 GC1428.an estimated accuracy of +/- 6 seconds.
 GC1428
 GC1428.The orthometric height was determined by differential leveling
 GC1428.and adjusted by the National Geodetic Survey in June 1991..
 GC1428
 GC1428.The geoid height was determined by GEOID03.
 GC1428
 GC1428.The dynamic height is computed by dividing the NAVD 88
 GC1428.geopotential number by the normal gravity value computed on the
 GC1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1428.degrees latitude (g = 980.6199 gals.).
 GC1428
 GC1428.The modeled gravity was interpolated from observed gravity values.
 GC1428
 GC1428;                    North         East    Units  Estimated Accuracy
 GC1428;SPC TN       -   237,860.      471,110.      MT  (+/- 180 meters Scaled)
 GC1428
 GC1428                          SUPERSEDED SURVEY CONTROL
 GC1428
 GC1428  NGVD 29 (??/??/92)  116.842  (m)          383.34   (f) ADJ UNCH    2 0
 GC1428
 GC1428.Superseded values are not recommended for survey control.
 GC1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1428.See file dsdata.txt to determine how the superseded data were derived.
 GC1428
 GC1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF607360(NAD 83)
 GC1428_MARKER: Q = CHISELED SQUARE
 GC1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1428_SP_SET: CULVERT
 GC1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1428
 GC1428  HISTORY     - Date     Condition        Report By
 GC1428  HISTORY     - UNK      MONUMENTED       DOD
 GC1428  HISTORY     - 1934     GOOD             NGS
 GC1428
 GC1428                          STATION DESCRIPTION
 GC1428
 GC1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1428'3.6 MI NE FROM PALMYRA.
 GC1428'3.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1428'FROM PALMYRA, MONTGOMERY COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST
 GC1428'185, 55 YARDS NORTH OF THE SIGN 1 MILE TO NORTH SWITCH - HEMATITE,
 GC1428'AT A CULVERT, ON THE TOP OF THE SOUTH END OF THE EAST STONE
 GC1428'HEADWALL, AND 3 YARDS EAST OF THE CENTERLINE OF THE TRACK.  THE
 GC1428'HIGHEST POINT IN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1427 ***********************************************************************
 GC1427  DESIGNATION -  386 1
 GC1427  PID         -  GC1427
 GC1427  STATE/COUNTY-  TN/MONTGOMERY
 GC1427  USGS QUAD   -  PALMYRA (1983)
 GC1427
 GC1427                         *CURRENT SURVEY CONTROL
 GC1427  ___________________________________________________________________
 GC1427* NAD 83(1986)-  36 27 20.     (N)    087 26 58.     (W)     SCALED    
 GC1427* NAVD 88     -       117.530  (meters)     385.60   (feet)  ADJUSTED  
 GC1427  ___________________________________________________________________
 GC1427  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1427  DYNAMIC HT  -         117.431 (meters)     385.27  (feet)  COMP
 GC1427  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC1427
 GC1427  VERT ORDER  -  SECOND    CLASS 0
 GC1427
 GC1427.The horizontal coordinates were scaled from a topographic map and have
 GC1427.an estimated accuracy of +/- 6 seconds.
 GC1427
 GC1427.The orthometric height was determined by differential leveling
 GC1427.and adjusted by the National Geodetic Survey in June 1991..
 GC1427
 GC1427.The geoid height was determined by GEOID03.
 GC1427
 GC1427.The dynamic height is computed by dividing the NAVD 88
 GC1427.geopotential number by the normal gravity value computed on the
 GC1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1427.degrees latitude (g = 980.6199 gals.).
 GC1427
 GC1427.The modeled gravity was interpolated from observed gravity values.
 GC1427
 GC1427;                    North         East    Units  Estimated Accuracy
 GC1427;SPC TN       -   236,430.      470,070.      MT  (+/- 180 meters Scaled)
 GC1427
 GC1427                          SUPERSEDED SURVEY CONTROL
 GC1427
 GC1427  NGVD 29 (??/??/92)  117.590  (m)          385.79   (f) ADJ UNCH    2 0
 GC1427
 GC1427.Superseded values are not recommended for survey control.
 GC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1427.See file dsdata.txt to determine how the superseded data were derived.
 GC1427
 GC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF597345(NAD 83)
 GC1427_MARKER: Q = CHISELED SQUARE
 GC1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1427+STABILITY: SURFACE MOTION
 GC1427
 GC1427  HISTORY     - Date     Condition        Report By
 GC1427  HISTORY     - UNK      MONUMENTED       USGS
 GC1427  HISTORY     - 1934     GOOD             NGS
 GC1427
 GC1427                          STATION DESCRIPTION
 GC1427
 GC1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1427'2.5 MI NE FROM PALMYRA.
 GC1427'2.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1427'FROM PALMYRA, MONTGOMERY COUNTY, 50 FEET SOUTHWEST OF THE STATION
 GC1427'AT HEMATITE, 19 YARDS SOUTHEAST OF THE CENTERLINE OF THE MAIN
 GC1427'TRACK, 11 YARDS WEST OF THE CENTERLINE OF A BRANCH TRACK, AT A
 GC1427'PUMP, AND ON THE TOP OF THE WEST CORNER OF THE CONCRETE
 GC1427'FOUNDATION.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0634 ***********************************************************************
 GB0634  DESIGNATION -  39
 GB0634  PID         -  GB0634
 GB0634  STATE/COUNTY-  TN/ANDERSON
 GB0634  USGS QUAD   -  NORRIS (1990)
 GB0634
 GB0634                         *CURRENT SURVEY CONTROL
 GB0634  ___________________________________________________________________
 GB0634* NAD 83(1986)-  36 11 40.     (N)    084 04 03.     (W)     SCALED    
 GB0634* NAVD 88     -       317.460  (meters)    1041.53   (feet)  ADJUSTED  
 GB0634  ___________________________________________________________________
 GB0634  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0634  DYNAMIC HT  -         317.174 (meters)    1040.60  (feet)  COMP
 GB0634  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GB0634
 GB0634  VERT ORDER  -  SECOND    CLASS 0
 GB0634
 GB0634.The horizontal coordinates were scaled from a topographic map and have
 GB0634.an estimated accuracy of +/- 6 seconds.
 GB0634
 GB0634.The orthometric height was determined by differential leveling
 GB0634.and adjusted by the National Geodetic Survey in June 1991..
 GB0634
 GB0634.The geoid height was determined by GEOID03.
 GB0634
 GB0634.The dynamic height is computed by dividing the NAVD 88
 GB0634.geopotential number by the normal gravity value computed on the
 GB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0634.degrees latitude (g = 980.6199 gals.).
 GB0634
 GB0634.The modeled gravity was interpolated from observed gravity values.
 GB0634
 GB0634;                    North         East    Units  Estimated Accuracy
 GB0634;SPC TN       -   208,210.      773,800.      MT  (+/- 180 meters Scaled)
 GB0634
 GB0634                          SUPERSEDED SURVEY CONTROL
 GB0634
 GB0634  NGVD 29 (??/??/92)  317.596  (m)         1041.98   (f) ADJ UNCH    2 0
 GB0634
 GB0634.Superseded values are not recommended for survey control.
 GB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0634.See file dsdata.txt to determine how the superseded data were derived.
 GB0634
 GB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF636095(NAD 83)
 GB0634_MARKER: DD = SURVEY DISK
 GB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0634_STAMPING: 39 ELEV 1041.70
 GB0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0634+STABILITY: SURFACE MOTION
 GB0634
 GB0634  HISTORY     - Date     Condition        Report By
 GB0634  HISTORY     - UNK      MONUMENTED       TVA
 GB0634  HISTORY     - 1949     GOOD             NGS
 GB0634
 GB0634                          STATION DESCRIPTION
 GB0634
 GB0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0634'AT NORRIS.
 GB0634'AT NORRIS, ANDERSON COUNTY, ON EAST NORRIS ROAD, 500 FEET EAST
 GB0634'OF THE HIGH SCHOOL, 150 FEET WEST OF AN ARCH BRIDGE, OPPOSITE A
 GB0634'SHINGLE HOUSE, 135 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 GB0634'HOUSE, 115 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 GB0634'CULVERT, 55 FEET WEST OF A MANHOLE IN THE CENTER OF EAST NORRIS
 GB0634'ROAD, 37 FEET SOUTHWEST OF THE CENTERLINE OF EAST NORRIS ROAD,
 GB0634'AND 4 FEET SOUTHEAST OF A 12-INCH RED OAK TREE.  A TENNESSEE
 GB0634'VALLEY AUTHORITY PROPERTY-SURVEY STANDARD DISK, STAMPED 39 ELEV
 GB0634'1041.70 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2579 ***********************************************************************
 AJ2579  DESIGNATION -  39
 AJ2579  PID         -  AJ2579
 AJ2579  STATE/COUNTY-  TN/SHELBY
 AJ2579  USGS QUAD   -  BRUNSWICK (1993)
 AJ2579
 AJ2579                         *CURRENT SURVEY CONTROL
 AJ2579  ___________________________________________________________________
 AJ2579* NAD 83(1995)-  35 18 12.16243(N)    089 49 37.54503(W)     ADJUSTED  
 AJ2579* NAVD 88     -        93.3    (meters)     306.     (feet)  GPS OBS   
 AJ2579  ___________________________________________________________________
 AJ2579  X           -      15,725.764 (meters)                     COMP
 AJ2579  Y           -  -5,211,078.786 (meters)                     COMP
 AJ2579  Z           -   3,665,424.721 (meters)                     COMP
 AJ2579  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AJ2579  ELLIP HEIGHT-          66.06  (meters)          (04/26/01) GPS OBS
 AJ2579  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2579
 AJ2579  HORZ ORDER  -  FIRST
 AJ2579  ELLP ORDER  -  FOURTH    CLASS I
 AJ2579
 AJ2579.The horizontal coordinates were established by GPS observations
 AJ2579.and adjusted by the National Geodetic Survey in April 2001..
 AJ2579
 AJ2579.The orthometric height was determined by GPS observations and a
 AJ2579.high-resolution geoid model.
 AJ2579
 AJ2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2579
 AJ2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2579
 AJ2579.The ellipsoidal height was determined by GPS observations
 AJ2579.and is referenced to NAD 83.
 AJ2579
 AJ2579.The geoid height was determined by GEOID03.
 AJ2579
 AJ2579;                    North         East     Units Scale Factor Converg.
 AJ2579;SPC TN       -   114,431.363   252,017.636   MT  0.99999101   -2 14 25.9
 AJ2579;SPC TN       -   375,430.23    826,827.86   sFT  0.99999101   -2 14 25.9
 AJ2579;UTM  16      - 3,910,354.169   242,943.688   MT  1.00041441   -1 38 04.9
 AJ2579
 AJ2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2579!SPC TN       -   0.99998963  x   0.99999101  =   0.99998064
 AJ2579!UTM  16      -   0.99998963  x   1.00041441  =   1.00040404
 AJ2579
 AJ2579                          SUPERSEDED SURVEY CONTROL
 AJ2579
 AJ2579.No superseded survey control is available for this station.
 AJ2579
 AJ2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4294410354(NAD 83)
 AJ2579_MARKER: DD = SURVEY DISK
 AJ2579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2579+WITH SETTING: INFORMATION.
 AJ2579_STAMPING: 039
 AJ2579_MARK LOGO: MLGW  
 AJ2579_PROJECTION: FLUSH
 AJ2579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2579+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ2579_ROD/PIPE-DEPTH:  0.8 meters
 AJ2579
 AJ2579  HISTORY     - Date     Condition        Report By
 AJ2579  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2579  HISTORY     - 20060503 GOOD             TN1620
 AJ2579
 AJ2579                          STATION DESCRIPTION
 AJ2579
 AJ2579'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2579'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.50
 AJ2579'MILES (2.41 KM) EAST OF MILLINGTON TENNESSEE.
 AJ2579'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY (TN
 AJ2579'HWY-14) AND PLEASANT RIDGE ROAD, PROCEED NORTH ON AUSTIN PEAY HIGHWAY
 AJ2579'FOR APPROXIMATELY 0.30 MILE (0.48 KM) .  THE STATION IS ON THE RIGHT.
 AJ2579'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2579'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2579'A DEPTH OF 3O INCHES.  THE STATION IS LOCATED 0.40 MILE (0.64 KM)
 AJ2579'SOUTH OF PAUL BARRET PARKWAY (TN HWY-385) , 225.00 FEET (68.58 M)
 AJ2579'SOUTH OF A THE EDGE OF A GRAVEL DRIVEWAY TO ADDRESS 6540 AUSTIN PEAY
 AJ2579'HIGHWAY, 118.40 FEET (36.09 M) NORTH OF A WOOD POWER POLE NO. 263544,
 AJ2579'142.50 FEET (43.43 M) SOUTH OF A WOOD POWER POLE NO.  29689, 91.60
 AJ2579'FEET (27.92 M) EAST OF THE CENTERLINE OF AUSTIN PEAY HIGHWAY, 6.00
 AJ2579'FEET (1.83 M) WEST OF A POWER POLE THAT HAS BEEN CUT.  THE CAP AND
 AJ2579'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2579
 AJ2579                          STATION RECOVERY (2006)
 AJ2579
 AJ2579'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (DA)
 AJ2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1559 ***********************************************************************
 FE1559  DESIGNATION -  39 B BOLT
 FE1559  PID         -  FE1559
 FE1559  STATE/COUNTY-  TN/LAUDERDALE
 FE1559  USGS QUAD   -  OPEN LAKE (1983)
 FE1559
 FE1559                         *CURRENT SURVEY CONTROL
 FE1559  ___________________________________________________________________
 FE1559* NAD 83(1986)-  35 52 26.     (N)    089 43 22.     (W)     SCALED    
 FE1559* NAVD 88     -        77.317  (meters)     253.66   (feet)  ADJUSTED  
 FE1559  ___________________________________________________________________
 FE1559  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE1559  DYNAMIC HT  -          77.251 (meters)     253.45  (feet)  COMP
 FE1559  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1559
 FE1559  VERT ORDER  -  FIRST     CLASS II
 FE1559
 FE1559.The horizontal coordinates were scaled from a topographic map and have
 FE1559.an estimated accuracy of +/- 6 seconds.
 FE1559
 FE1559.The orthometric height was determined by differential leveling
 FE1559.and adjusted by the National Geodetic Survey in June 1991..
 FE1559
 FE1559.The geoid height was determined by GEOID03.
 FE1559
 FE1559.The dynamic height is computed by dividing the NAVD 88
 FE1559.geopotential number by the normal gravity value computed on the
 FE1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1559.degrees latitude (g = 980.6199 gals.).
 FE1559
 FE1559.The modeled gravity was interpolated from observed gravity values.
 FE1559
 FE1559;                    North         East    Units  Estimated Accuracy
 FE1559;SPC TN       -   177,320.      263,910.      MT  (+/- 180 meters Scaled)
 FE1559
 FE1559                          SUPERSEDED SURVEY CONTROL
 FE1559
 FE1559  NGVD 29 (??/??/??)   77.268  (m)          253.50   (f) ADJUSTED    1 2
 FE1559
 FE1559.Superseded values are not recommended for survey control.
 FE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1559.See file dsdata.txt to determine how the superseded data were derived.
 FE1559
 FE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE541733(NAD 83)
 FE1559_MARKER: B = BOLT
 FE1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1559_STAMPING: U S B M 1906
 FE1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1559
 FE1559  HISTORY     - Date     Condition        Report By
 FE1559  HISTORY     - 1906     MONUMENTED       MRC
 FE1559  HISTORY     - 1956     GOOD             CGS
 FE1559  HISTORY     - 1957     GOOD             CGS
 FE1559
 FE1559                          STATION DESCRIPTION
 FE1559
 FE1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1559'1.6 MI SE FROM BARR.
 FE1559'0.55 MILE SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FE1559'BARR, THENCE ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, THENCE
 FE1559'ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO ARP, 65
 FE1559'FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 132 FEET
 FE1559'NORTH-NORTHWEST OF NORTHWEST CORNER OF PORCH OF A SMALL FRAME
 FE1559'HOUSE, 5 FEET SOUTH OF A FENCE LINE, 8.3 FEET SOUTHEAST OF A
 FE1559'POWER POLE, 137 1/2 FEET NORTHWEST OF A 60-INCH ELM TREE, AND
 FE1559'IS A BOLT SET IN TILE DIRECTLY UNDER A 4-INCH PIPE WITH M.R.C.
 FE1559'CAP.  THE PIPE PROJECTS 13 INCHES AND IS STAMPED U S B M 1906.
 FE1559
 FE1559                          STATION RECOVERY (1957)
 FE1559
 FE1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1558 ***********************************************************************
 FE1558  DESIGNATION -  39 B CAP
 FE1558  PID         -  FE1558
 FE1558  STATE/COUNTY-  TN/LAUDERDALE
 FE1558  USGS QUAD   -  OPEN LAKE (1983)
 FE1558
 FE1558                         *CURRENT SURVEY CONTROL
 FE1558  ___________________________________________________________________
 FE1558* NAD 83(1986)-  35 52 26.     (N)    089 43 22.     (W)     SCALED    
 FE1558* NAVD 88     -        78.549  (meters)     257.71   (feet)  ADJUSTED  
 FE1558  ___________________________________________________________________
 FE1558  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE1558  DYNAMIC HT  -          78.483 (meters)     257.49  (feet)  COMP
 FE1558  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1558
 FE1558  VERT ORDER  -  FIRST     CLASS II
 FE1558
 FE1558.The horizontal coordinates were scaled from a topographic map and have
 FE1558.an estimated accuracy of +/- 6 seconds.
 FE1558
 FE1558.The orthometric height was determined by differential leveling
 FE1558.and adjusted by the National Geodetic Survey in June 1991..
 FE1558.WARNING-Repeat measurements at this control monument indicate possible
 FE1558.vertical movement.
 FE1558
 FE1558.The geoid height was determined by GEOID03.
 FE1558
 FE1558.The dynamic height is computed by dividing the NAVD 88
 FE1558.geopotential number by the normal gravity value computed on the
 FE1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1558.degrees latitude (g = 980.6199 gals.).
 FE1558
 FE1558.The modeled gravity was interpolated from observed gravity values.
 FE1558
 FE1558;                    North         East    Units  Estimated Accuracy
 FE1558;SPC TN       -   177,320.      263,910.      MT  (+/- 180 meters Scaled)
 FE1558
 FE1558                          SUPERSEDED SURVEY CONTROL
 FE1558
 FE1558  NGVD 29 (??/??/??)   78.493  (m)          257.52   (f) ADJUSTED    1 2
 FE1558
 FE1558.Superseded values are not recommended for survey control.
 FE1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1558.See file dsdata.txt to determine how the superseded data were derived.
 FE1558
 FE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE541733(NAD 83)
 FE1558_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1558_STAMPING: U S B M 1906
 FE1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1558+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1558
 FE1558  HISTORY     - Date     Condition        Report By
 FE1558  HISTORY     - 1906     MONUMENTED       MRC
 FE1558  HISTORY     - 1956     GOOD             CGS
 FE1558  HISTORY     - 1957     GOOD             CGS
 FE1558  HISTORY     - 20020809 GOOD             USACE
 FE1558
 FE1558                          STATION DESCRIPTION
 FE1558
 FE1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1558'1.6 MI SE FROM BARR.
 FE1558'0.55 MILE SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FE1558'BARR, THENCE ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, THENCE
 FE1558'ABOUT 0.5 MILE SOUTH ALONG A GRADED ROAD LEADING TO ARP, 65
 FE1558'FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 132 FEET
 FE1558'NORTH-NORTHWEST OF NORTHWEST CORNER OF PORCH OF A SMALL FRAME
 FE1558'HOUSE, 5 FEET SOUTH OF A FENCE LINE, 8.3 FEET SOUTHEAST OF A
 FE1558'POWER POLE, 137 1/2 FEET NORTHWEST OF A 60-INCH ELM TREE, A
 FE1558'4-INCH PIPE WITH M.R.C. CAP.  THE PIPE PROJECTS 13 INCHES AND
 FE1558'IS STAMPED U S B M 1906.
 FE1558
 FE1558                          STATION RECOVERY (1957)
 FE1558
 FE1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1558'RECOVERED IN GOOD CONDITION.
 FE1558
 FE1558                          STATION RECOVERY (2002)
 FE1558
 FE1558'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0841 ***********************************************************************
 FE0841  DESIGNATION -  39 RHP
 FE0841  PID         -  FE0841
 FE0841  STATE/COUNTY-  TN/HAYWOOD
 FE0841  USGS QUAD   -  DENMARK (1981)
 FE0841
 FE0841                         *CURRENT SURVEY CONTROL
 FE0841  ___________________________________________________________________
 FE0841* NAD 83(1986)-  35 35 04.     (N)    089 07 08.     (W)     SCALED    
 FE0841* NAVD 88     -       125.882  (meters)     413.00   (feet)  ADJUSTED  
 FE0841  ___________________________________________________________________
 FE0841  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0841  DYNAMIC HT  -         125.770 (meters)     412.63  (feet)  COMP
 FE0841  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 FE0841
 FE0841  VERT ORDER  -  SECOND    CLASS 0
 FE0841
 FE0841.The horizontal coordinates were scaled from a topographic map and have
 FE0841.an estimated accuracy of +/- 6 seconds.
 FE0841
 FE0841.The orthometric height was determined by differential leveling
 FE0841.and adjusted by the National Geodetic Survey in June 1991..
 FE0841
 FE0841.The geoid height was determined by GEOID03.
 FE0841
 FE0841.The dynamic height is computed by dividing the NAVD 88
 FE0841.geopotential number by the normal gravity value computed on the
 FE0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0841.degrees latitude (g = 980.6199 gals.).
 FE0841
 FE0841.The modeled gravity was interpolated from observed gravity values.
 FE0841
 FE0841;                    North         East    Units  Estimated Accuracy
 FE0841;SPC TN       -   143,310.      317,380.      MT  (+/- 180 meters Scaled)
 FE0841
 FE0841                          SUPERSEDED SURVEY CONTROL
 FE0841
 FE0841  NGVD 29 (??/??/??)  125.898  (m)          413.05   (f) ADJUSTED    2 0
 FE0841
 FE0841.Superseded values are not recommended for survey control.
 FE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0841.See file dsdata.txt to determine how the superseded data were derived.
 FE0841
 FE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE080399(NAD 83)
 FE0841_MARKER: DD = SURVEY DISK
 FE0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0841_STAMPING: 413 39 R H P 1949
 FE0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0841+STABILITY: SURFACE MOTION
 FE0841
 FE0841  HISTORY     - Date     Condition        Report By
 FE0841  HISTORY     - 1949     MONUMENTED       USGS
 FE0841  HISTORY     - 1959     GOOD             CGS
 FE0841  HISTORY     - 20020603 POOR             USACE
 FE0841
 FE0841                          STATION DESCRIPTION
 FE0841
 FE0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0841'8.4 MI E FROM BROWNSVILLE.
 FE0841'8.4 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0841'BROWNSVILLE, 0.7 MILE NORTH FROM C 214.  IT IS 82.0 FEET
 FE0841'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 1.4 FEET SOUTHWEST
 FE0841'OF THE NORTHWEST CORNER OF THE UNION GROVE METHODIST CHURCH.
 FE0841'THE DISK IS A U.S.G.S. DISK SET IN THE TOP OF A 5 INCH SQUARE
 FE0841'CONCRETE POST, WHICH PROJECTS ABOUT 4 INCHES.
 FE0841
 FE0841                          STATION RECOVERY (2002)
 FE0841
 FE0841'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0841'DISC KNOCKED OFF POST DUE TO SIDEWALK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0792 ***********************************************************************
 FE0792  DESIGNATION -  394
 FE0792  PID         -  FE0792
 FE0792  STATE/COUNTY-  TN/GIBSON
 FE0792  USGS QUAD   -  MILAN (1983)
 FE0792
 FE0792                         *CURRENT SURVEY CONTROL
 FE0792  ___________________________________________________________________
 FE0792* NAD 83(1986)-  35 52 34.     (N)    088 50 51.     (W)     SCALED    
 FE0792* NAVD 88     -       119.739  (meters)     392.84   (feet)  ADJUSTED  
 FE0792  ___________________________________________________________________
 FE0792  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0792  DYNAMIC HT  -         119.636 (meters)     392.51  (feet)  COMP
 FE0792  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0792
 FE0792  VERT ORDER  -  SECOND    CLASS 0
 FE0792
 FE0792.The horizontal coordinates were scaled from a topographic map and have
 FE0792.an estimated accuracy of +/- 6 seconds.
 FE0792
 FE0792.The orthometric height was determined by differential leveling
 FE0792.and adjusted by the National Geodetic Survey in June 1991..
 FE0792
 FE0792.The geoid height was determined by GEOID03.
 FE0792
 FE0792.The dynamic height is computed by dividing the NAVD 88
 FE0792.geopotential number by the normal gravity value computed on the
 FE0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0792.degrees latitude (g = 980.6199 gals.).
 FE0792
 FE0792.The modeled gravity was interpolated from observed gravity values.
 FE0792
 FE0792;                    North         East    Units  Estimated Accuracy
 FE0792;SPC TN       -   174,910.      342,910.      MT  (+/- 180 meters Scaled)
 FE0792
 FE0792                          SUPERSEDED SURVEY CONTROL
 FE0792
 FE0792  NGVD 29 (??/??/??)  119.786  (m)          393.00   (f) ADJUSTED    2 0
 FE0792
 FE0792.Superseded values are not recommended for survey control.
 FE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0792.See file dsdata.txt to determine how the superseded data were derived.
 FE0792
 FE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE332717(NAD 83)
 FE0792_MARKER: P = PIPE CAP
 FE0792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0792_MARK LOGO: USGS  
 FE0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0792
 FE0792  HISTORY     - Date     Condition        Report By
 FE0792  HISTORY     - UNK      MONUMENTED       USGS
 FE0792  HISTORY     - 1948     GOOD             CGS
 FE0792  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0792
 FE0792                          STATION DESCRIPTION
 FE0792
 FE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0792'AT GIBSON.
 FE0792'AT GIBSON, GIBSON COUNTY ON THE LOUISVILLE AND NASHVILLE
 FE0792'RAILROAD, 140 FEET WEST OF THE STATION, NORTH OF BENCH MARK R 62
 FE0792'DESCRIBED ABOVE, 50 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 FE0792'AND IN THE MORGAN YARD.  A UNITED STATES GEOLOGICAL SURVEY
 FE0792'STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 FE0792
 FE0792                          STATION RECOVERY (2002)
 FE0792
 FE0792'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2383 ***********************************************************************
 FB2383  DESIGNATION -  4
 FB2383  PID         -  FB2383
 FB2383  STATE/COUNTY-  TN/BLOUNT
 FB2383  USGS QUAD   -  CALDERWOOD (1964)
 FB2383
 FB2383                         *CURRENT SURVEY CONTROL
 FB2383  ___________________________________________________________________
 FB2383* NAD 83(1986)-  35 30 27.     (N)    083 57 31.     (W)     SCALED    
 FB2383* NAVD 88     -       495.372  (meters)    1625.23   (feet)  ADJUSTED  
 FB2383  ___________________________________________________________________
 FB2383  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FB2383  DYNAMIC HT  -         494.891 (meters)    1623.65  (feet)  COMP
 FB2383  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 FB2383
 FB2383  VERT ORDER  -  FIRST     CLASS II
 FB2383
 FB2383.The horizontal coordinates were scaled from a topographic map and have
 FB2383.an estimated accuracy of +/- 6 seconds.
 FB2383
 FB2383.The orthometric height was determined by differential leveling
 FB2383.and adjusted by the National Geodetic Survey in June 1991..
 FB2383
 FB2383.The geoid height was determined by GEOID03.
 FB2383
 FB2383.The dynamic height is computed by dividing the NAVD 88
 FB2383.geopotential number by the normal gravity value computed on the
 FB2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2383.degrees latitude (g = 980.6199 gals.).
 FB2383
 FB2383.The modeled gravity was interpolated from observed gravity values.
 FB2383
 FB2383;                    North         East    Units  Estimated Accuracy
 FB2383;SPC TN       -   132,200.      785,180.      MT  (+/- 180 meters Scaled)
 FB2383
 FB2383                          SUPERSEDED SURVEY CONTROL
 FB2383
 FB2383  NGVD 29 (12/12/91)  495.483  (m)         1625.60   (f) ADJUSTED    1 2
 FB2383
 FB2383.Superseded values are not recommended for survey control.
 FB2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2383.See file dsdata.txt to determine how the superseded data were derived.
 FB2383
 FB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV316333(NAD 83)
 FB2383_MARKER: DD = SURVEY DISK
 FB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2383_SP_SET: CONCRETE POST
 FB2383_STAMPING: 4 63
 FB2383_MARK LOGO: TNDT  
 FB2383_PROJECTION: FLUSH
 FB2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2383+STABILITY: SURFACE MOTION
 FB2383
 FB2383  HISTORY     - Date     Condition        Report By
 FB2383  HISTORY     - 1963     MONUMENTED       TNDT
 FB2383  HISTORY     - 1983     GOOD             NGS
 FB2383
 FB2383                          STATION DESCRIPTION
 FB2383
 FB2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2383'17.1 KM (10.65 MI) EAST FROM TALLASSEE.
 FB2383'17.1 KM (10.65 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2383'TALLASSEE TO THE MARK ON THE RIGHT, ALSO 13.6 KM (8.45 MI) NORTHWEST
 FB2383'ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF STATE HIGHWAY 28 IN DEALS
 FB2383'GAP, NC, 5.05 METERS (16.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FB2383'THE HIGHWAY, 2.65 METERS (8.7 FT) NORTH OF AN 8-INCH PINE TREE WITH A
 FB2383'TRIANGULAR BLAZE.  NOTE--WHERE THE NUMBER IS ON DISK, A 4 IS STAMPED,
 FB2383'WHERE YEAR IS ON DISK, A 63 IS STAMPED, ALSO THERE ARE THREE TREES IN
 FB2383'THE VICINITY OF THE MARK THAT HAVE PREVIOUSLY HAD A WHITE BAND PAINTED
 FB2383'ON EACH ONE.
 FB2383'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 FB2383'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1417 ***********************************************************************
 FC1417  DESIGNATION -  4
 FC1417  PID         -  FC1417
 FC1417  STATE/COUNTY-  TN/COFFEE
 FC1417  USGS QUAD   -  ALTO (1947)
 FC1417
 FC1417                         *CURRENT SURVEY CONTROL
 FC1417  ___________________________________________________________________
 FC1417* NAD 83(1986)-  35 19 09.     (N)    085 55 17.     (W)     SCALED    
 FC1417* NAVD 88     -       305.839  (meters)    1003.41   (feet)  ADJUSTED  
 FC1417  ___________________________________________________________________
 FC1417  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1417  DYNAMIC HT  -         305.544 (meters)    1002.44  (feet)  COMP
 FC1417  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 FC1417
 FC1417  VERT ORDER  -  SECOND    CLASS 0
 FC1417
 FC1417.The horizontal coordinates were scaled from a topographic map and have
 FC1417.an estimated accuracy of +/- 6 seconds.
 FC1417
 FC1417.The orthometric height was determined by differential leveling
 FC1417.and adjusted by the National Geodetic Survey in June 1991..
 FC1417
 FC1417.The geoid height was determined by GEOID03.
 FC1417
 FC1417.The dynamic height is computed by dividing the NAVD 88
 FC1417.geopotential number by the normal gravity value computed on the
 FC1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1417.degrees latitude (g = 980.6199 gals.).
 FC1417
 FC1417.The modeled gravity was interpolated from observed gravity values.
 FC1417
 FC1417;                    North         East    Units  Estimated Accuracy
 FC1417;SPC TN       -   109,380.      607,150.      MT  (+/- 180 meters Scaled)
 FC1417
 FC1417                          SUPERSEDED SURVEY CONTROL
 FC1417
 FC1417  NGVD 29 (??/??/92)  305.836  (m)         1003.40   (f) ADJ UNCH    2 0
 FC1417
 FC1417.Superseded values are not recommended for survey control.
 FC1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1417.See file dsdata.txt to determine how the superseded data were derived.
 FC1417
 FC1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE980089(NAD 83)
 FC1417_MARKER: DD = SURVEY DISK
 FC1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1417_SP_SET: BRIDGE
 FC1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1417
 FC1417  HISTORY     - Date     Condition        Report By
 FC1417  HISTORY     - UNK      MONUMENTED       TNHD
 FC1417  HISTORY     - 1962     GOOD             NGS
 FC1417
 FC1417                          STATION DESCRIPTION
 FC1417
 FC1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1417'2.5 MI N FROM PELHAM.
 FC1417'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1417'50 AND INTERSTATE HIGHWAY 24 GO NORTH ON INTERSTATE HIGHWAY 24
 FC1417'FOR 1.5 MILES TO THE MARK SET IN THE EAST WALKWAY OF A BRIDGE
 FC1417'OVER BETSY WILLIS CREEK, 30 FEET NORTH OF THE SOUTH END OF THE
 FC1417'BRIDGE, 20 FEET EAST OF THE CENTER OF THE SOUTH BOUND TRAFFIC
 FC1417'LANE AND 2.7 FEET WEST OF THE EAST END OF THE WALKWAY.  A TENNESSEE
 FC1417'DEPARTMENT OF HIGHWAYS DISK DRILLED IN A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2580 ***********************************************************************
 AJ2580  DESIGNATION -  40
 AJ2580  PID         -  AJ2580
 AJ2580  STATE/COUNTY-  TN/SHELBY
 AJ2580  USGS QUAD   -  BRUNSWICK (1993)
 AJ2580
 AJ2580                         *CURRENT SURVEY CONTROL
 AJ2580  ___________________________________________________________________
 AJ2580* NAD 83(1995)-  35 18 17.86297(N)    089 47 34.20116(W)     ADJUSTED  
 AJ2580* NAVD 88     -       101.1    (meters)     332.     (feet)  GPS OBS   
 AJ2580  ___________________________________________________________________
 AJ2580  X           -      18,841.580 (meters)                     COMP
 AJ2580  Y           -  -5,210,973.270 (meters)                     COMP
 AJ2580  Z           -   3,665,572.592 (meters)                     COMP
 AJ2580  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AJ2580  ELLIP HEIGHT-          73.84  (meters)          (04/26/01) GPS OBS
 AJ2580  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2580
 AJ2580  HORZ ORDER  -  FIRST
 AJ2580  ELLP ORDER  -  FOURTH    CLASS I
 AJ2580
 AJ2580.The horizontal coordinates were established by GPS observations
 AJ2580.and adjusted by the National Geodetic Survey in April 2001..
 AJ2580
 AJ2580.The orthometric height was determined by GPS observations and a
 AJ2580.high-resolution geoid model.
 AJ2580
 AJ2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2580
 AJ2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2580
 AJ2580.The ellipsoidal height was determined by GPS observations
 AJ2580.and is referenced to NAD 83.
 AJ2580
 AJ2580.The geoid height was determined by GEOID03.
 AJ2580
 AJ2580;                    North         East     Units Scale Factor Converg.
 AJ2580;SPC TN       -   114,485.633   255,138.198   MT  0.99999076   -2 13 13.7
 AJ2580;SPC TN       -   375,608.28    837,065.90   sFT  0.99999076   -2 13 13.7
 AJ2580;UTM  16      - 3,910,441.459   246,064.793   MT  1.00039475   -1 36 53.7
 AJ2580
 AJ2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2580!SPC TN       -   0.99998841  x   0.99999076  =   0.99997917
 AJ2580!UTM  16      -   0.99998841  x   1.00039475  =   1.00038316
 AJ2580
 AJ2580                          SUPERSEDED SURVEY CONTROL
 AJ2580
 AJ2580.No superseded survey control is available for this station.
 AJ2580
 AJ2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4606510441(NAD 83)
 AJ2580_MARKER: DD = SURVEY DISK
 AJ2580_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2580+WITH SETTING: INFORMATION.
 AJ2580_STAMPING: 040
 AJ2580_MARK LOGO: MLGW  
 AJ2580_PROJECTION: FLUSH
 AJ2580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2580+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ2580_ROD/PIPE-DEPTH:  0.8 meters
 AJ2580
 AJ2580  HISTORY     - Date     Condition        Report By
 AJ2580  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2580  HISTORY     - 20060503 GOOD             TN1620
 AJ2580
 AJ2580                          STATION DESCRIPTION
 AJ2580
 AJ2580'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2580'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.1
 AJ2580'MILE (1.8 KM) NORTHWEST OF LAKELAND TENNESSEE.
 AJ2580'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY (TN
 AJ2580'HWY-14) AND PLEASANT RIDGE ROAD, PROCEED EAST ON PLEASANT RIDGE ROAD
 AJ2580'APPROXIMATELY 1.90 MILE (3.06 KM) TO WAY DAWN ROAD, CONTINUE EAST ON
 AJ2580'PLEASANT RIDGE APPROXIMATELY 0.50 MILES (0.80 KM) TO DONNELL ROAD. THE
 AJ2580'STATION IS ON THE LEFT.
 AJ2580'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2580'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2580'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHWEST CORNER
 AJ2580'OF PLEASANT RIDGE ROAD AND DONNELL ROAD, 122.00 FEET (37.19 M) NORTH
 AJ2580'OF THE CENTELINE OF PLEASANT RIDGE ROAD, 22.30 FEET (6.80 M) WEST OF
 AJ2580'THE CENTERLINE OF DONNELL ROAD, 70.30 FEET (21.43 M) NORTH OF A WOOD
 AJ2580'POWER POLE NO.  105864.  THE STATION IS GUARDED BY TWO YELLOW
 AJ2580'CARSONITE MARKERS.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2580'GROUND.
 AJ2580
 AJ2580                          STATION RECOVERY (2006)
 AJ2580
 AJ2580'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (DA)
 AJ2580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1664 ***********************************************************************
 GC1664  DESIGNATION -  406
 GC1664  PID         -  GC1664
 GC1664  STATE/COUNTY-  TN/HOUSTON
 GC1664  USGS QUAD   -  ERIN (1981)
 GC1664
 GC1664                         *CURRENT SURVEY CONTROL
 GC1664  ___________________________________________________________________
 GC1664* NAD 83(1986)-  36 19 50.     (N)    087 40 10.     (W)     SCALED    
 GC1664* NAVD 88     -       123.678  (meters)     405.77   (feet)  ADJUSTED  
 GC1664  ___________________________________________________________________
 GC1664  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC1664  DYNAMIC HT  -         123.574 (meters)     405.43  (feet)  COMP
 GC1664  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GC1664
 GC1664  VERT ORDER  -  SECOND    CLASS 0
 GC1664
 GC1664.The horizontal coordinates were scaled from a topographic map and have
 GC1664.an estimated accuracy of +/- 6 seconds.
 GC1664
 GC1664.The orthometric height was determined by differential leveling
 GC1664.and adjusted by the National Geodetic Survey in June 1991..
 GC1664
 GC1664.The geoid height was determined by GEOID03.
 GC1664
 GC1664.The dynamic height is computed by dividing the NAVD 88
 GC1664.geopotential number by the normal gravity value computed on the
 GC1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1664.degrees latitude (g = 980.6199 gals.).
 GC1664
 GC1664.The modeled gravity was interpolated from observed gravity values.
 GC1664
 GC1664;                    North         East    Units  Estimated Accuracy
 GC1664;SPC TN       -   222,870.      450,120.      MT  (+/- 180 meters Scaled)
 GC1664
 GC1664                          SUPERSEDED SURVEY CONTROL
 GC1664
 GC1664  NGVD 29 (??/??/92)  123.723  (m)          405.91   (f) ADJ UNCH    2 0
 GC1664
 GC1664.Superseded values are not recommended for survey control.
 GC1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1664.See file dsdata.txt to determine how the superseded data were derived.
 GC1664
 GC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF399208(NAD 83)
 GC1664_MARKER: Q = CHISELED SQUARE
 GC1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1664_SP_SET: BRIDGE
 GC1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1664
 GC1664  HISTORY     - Date     Condition        Report By
 GC1664  HISTORY     - UNK      MONUMENTED       USGS
 GC1664  HISTORY     - 1934     GOOD             NGS
 GC1664
 GC1664                          STATION DESCRIPTION
 GC1664
 GC1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1664'1.7 MI NE FROM ERIN.
 GC1664'1.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1664'FROM THE STATION AT ERIN, HOUSTON COUNTY, 16 RAILS NORTH OF
 GC1664'MILEPOST 204, AT BRIDGE NO. 38 OVER WELLS CREEK, ON THE TOP OF THE
 GC1664'CONCRETE CAP OF THE SOUTH STONE ABUTMENT, 1 FOOT WEST OF THE EAST
 GC1664'END OF THE WALL, AND 4 YARDS EAST OF THE CENTERLINE OF THE TRACK.
 GC1664'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1572 ***********************************************************************
 GC1572  DESIGNATION -  408
 GC1572  PID         -  GC1572
 GC1572  STATE/COUNTY-  TN/HUMPHREYS
 GC1572  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1572
 GC1572                         *CURRENT SURVEY CONTROL
 GC1572  ___________________________________________________________________
 GC1572* NAD 83(1986)-  36 03 09.     (N)    087 54 27.     (W)     SCALED    
 GC1572* NAVD 88     -       124.465  (meters)     408.35   (feet)  ADJUSTED  
 GC1572  ___________________________________________________________________
 GC1572  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GC1572  DYNAMIC HT  -         124.359 (meters)     408.00  (feet)  COMP
 GC1572  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC1572
 GC1572  VERT ORDER  -  FIRST     CLASS II
 GC1572
 GC1572.The horizontal coordinates were scaled from a topographic map and have
 GC1572.an estimated accuracy of +/- 6 seconds.
 GC1572
 GC1572.The orthometric height was determined by differential leveling
 GC1572.and adjusted by the National Geodetic Survey in June 1991..
 GC1572
 GC1572.The geoid height was determined by GEOID03.
 GC1572
 GC1572.The dynamic height is computed by dividing the NAVD 88
 GC1572.geopotential number by the normal gravity value computed on the
 GC1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1572.degrees latitude (g = 980.6199 gals.).
 GC1572
 GC1572.The modeled gravity was interpolated from observed gravity values.
 GC1572
 GC1572;                    North         East    Units  Estimated Accuracy
 GC1572;SPC TN       -   192,420.      428,150.      MT  (+/- 180 meters Scaled)
 GC1572
 GC1572                          SUPERSEDED SURVEY CONTROL
 GC1572
 GC1572  NGVD 29 (??/??/92)  124.498  (m)          408.46   (f) ADJ UNCH    1 2
 GC1572
 GC1572.Superseded values are not recommended for survey control.
 GC1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1572.See file dsdata.txt to determine how the superseded data were derived.
 GC1572
 GC1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE182901(NAD 83)
 GC1572_MARKER: Q = CHISELED SQUARE
 GC1572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1572_SP_SET: BRIDGE
 GC1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1572
 GC1572  HISTORY     - Date     Condition        Report By
 GC1572  HISTORY     - UNK      MONUMENTED       USGS
 GC1572  HISTORY     - 1947     POOR             NGS
 GC1572
 GC1572                          STATION DESCRIPTION
 GC1572
 GC1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1572'7.3 MI W FROM WAVERLY.
 GC1572'7.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1572'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 0.9 MILE NORTHEAST OF
 GC1572'THE ROAD CROSSING AT DENVER, 40 FEET EAST OF POLE 73/35, AT
 GC1572'BRIDGE 73.8 OVER TRACE CREEK, IN THE CENTER OF THE TOP OF THE
 GC1572'NORTHWEST END OF THE SOUTHWEST ABUTMENT, 4.5 FEET NORTHWEST OF
 GC1572'THE NORTHWEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1049 ***********************************************************************
 FD1049  DESIGNATION -  409
 FD1049  PID         -  FD1049
 FD1049  STATE/COUNTY-  TN/WAYNE
 FD1049  USGS QUAD   -  CLIFTON (1972)
 FD1049
 FD1049                         *CURRENT SURVEY CONTROL
 FD1049  ___________________________________________________________________
 FD1049* NAD 83(1986)-  35 23 14.     (N)    087 59 42.     (W)     SCALED    
 FD1049* NAVD 88     -       124.675  (meters)     409.04   (feet)  ADJUSTED  
 FD1049  ___________________________________________________________________
 FD1049  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1049  DYNAMIC HT  -         124.561 (meters)     408.66  (feet)  COMP
 FD1049  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FD1049
 FD1049  VERT ORDER  -  FIRST     CLASS II
 FD1049
 FD1049.The horizontal coordinates were scaled from a topographic map and have
 FD1049.an estimated accuracy of +/- 6 seconds.
 FD1049
 FD1049.The orthometric height was determined by differential leveling
 FD1049.and adjusted by the National Geodetic Survey in June 1991..
 FD1049
 FD1049.The geoid height was determined by GEOID03.
 FD1049
 FD1049.The dynamic height is computed by dividing the NAVD 88
 FD1049.geopotential number by the normal gravity value computed on the
 FD1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1049.degrees latitude (g = 980.6199 gals.).
 FD1049
 FD1049.The modeled gravity was interpolated from observed gravity values.
 FD1049
 FD1049;                    North         East    Units  Estimated Accuracy
 FD1049;SPC TN       -   118,780.      418,760.      MT  (+/- 180 meters Scaled)
 FD1049
 FD1049                          SUPERSEDED SURVEY CONTROL
 FD1049
 FD1049  NGVD 29 (??/??/92)  124.684  (m)          409.07   (f) ADJ UNCH    1 2
 FD1049
 FD1049.Superseded values are not recommended for survey control.
 FD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1049.See file dsdata.txt to determine how the superseded data were derived.
 FD1049
 FD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE096164(NAD 83)
 FD1049_MARKER: DD = SURVEY DISK
 FD1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1049_SP_SET: BUILDING
 FD1049_STAMPING: 409 NASHVILLE 1903
 FD1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1049
 FD1049  HISTORY     - Date     Condition        Report By
 FD1049  HISTORY     - 1903     MONUMENTED       USGS
 FD1049  HISTORY     - 1950     GOOD             NGS
 FD1049  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1049
 FD1049                          STATION DESCRIPTION
 FD1049
 FD1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1049'AT CLIFTON.
 FD1049'AT CLIFTON, AT THE RIVERSIDE HOTEL, IN THE NORTH WALL, 2 FEET EAST
 FD1049'OF THE NORTHWEST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE
 FD1049'SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 409
 FD1049'NASHVILLE 1903 AND SET VERTICALLY.
 FD1049
 FD1049                          STATION RECOVERY (2002)
 FD1049
 FD1049'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1049'HOTEL HAS BEEN RAZED. MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2010 ***********************************************************************
 GA2010  DESIGNATION -  409 CWA RESET
 GA2010  PID         -  GA2010
 GA2010  STATE/COUNTY-  TN/JEFFERSON
 GA2010  USGS QUAD   -  WHITE PINE (1961)
 GA2010
 GA2010                         *CURRENT SURVEY CONTROL
 GA2010  ___________________________________________________________________
 GA2010* NAD 83(1986)-  36 02 43.     (N)    083 20 35.     (W)     SCALED    
 GA2010* NAVD 88     -       334.553  (meters)    1097.61   (feet)  ADJUSTED  
 GA2010  ___________________________________________________________________
 GA2010  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2010  DYNAMIC HT  -         334.240 (meters)    1096.59  (feet)  COMP
 GA2010  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2010
 GA2010  VERT ORDER  -  SECOND    CLASS 0
 GA2010
 GA2010.The horizontal coordinates were scaled from a topographic map and have
 GA2010.an estimated accuracy of +/- 6 seconds.
 GA2010
 GA2010.The orthometric height was determined by differential leveling
 GA2010.and adjusted by the National Geodetic Survey in June 1991..
 GA2010
 GA2010.The geoid height was determined by GEOID03.
 GA2010
 GA2010.The dynamic height is computed by dividing the NAVD 88
 GA2010.geopotential number by the normal gravity value computed on the
 GA2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2010.degrees latitude (g = 980.6199 gals.).
 GA2010
 GA2010.The modeled gravity was interpolated from observed gravity values.
 GA2010
 GA2010;                    North         East    Units  Estimated Accuracy
 GA2010;SPC TN       -   193,190.      839,380.      MT  (+/- 180 meters Scaled)
 GA2010
 GA2010                          SUPERSEDED SURVEY CONTROL
 GA2010
 GA2010  NGVD 29 (??/??/92)  334.713  (m)         1098.14   (f) ADJ UNCH    2 0
 GA2010
 GA2010.Superseded values are not recommended for survey control.
 GA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2010.See file dsdata.txt to determine how the superseded data were derived.
 GA2010
 GA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV889915(NAD 83)
 GA2010_MARKER: DB = BENCH MARK DISK
 GA2010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2010_SP_SET: OVERPASS
 GA2010_STAMPING: 409 CWA RESET 1959
 GA2010_MARK LOGO: CGS   
 GA2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2010
 GA2010  HISTORY     - Date     Condition        Report By
 GA2010  HISTORY     - UNK      MONUMENTED       CGS
 GA2010  HISTORY     - 1961     GOOD             NGS
 GA2010
 GA2010                          STATION DESCRIPTION
 GA2010
 GA2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2010'12.1 MI NW FROM NEWPORT.
 GA2010'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 GA2010'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA2010'7.6 MILES NORTHWEST ON INTERSTATE HIGHWAY TO AN OVERPASS OVER
 GA2010'STATE HIGHWAY 66A.  THE BENCH MARK DISK IS CEMENTED IN THE TOP
 GA2010'OF THE SOUTH CONCRETE WINGWALL BETWEEN THE TWO TRAFFIC LANES AND
 GA2010'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2581 ***********************************************************************
 AJ2581  DESIGNATION -  41
 AJ2581  PID         -  AJ2581
 AJ2581  STATE/COUNTY-  TN/SHELBY
 AJ2581  USGS QUAD   -  ARLINGTON (1973)
 AJ2581
 AJ2581                         *CURRENT SURVEY CONTROL
 AJ2581  ___________________________________________________________________
 AJ2581* NAD 83(1995)-  35 18 06.43577(N)    089 44 53.90648(W)     ADJUSTED  
 AJ2581* NAVD 88     -        92.6    (meters)     304.     (feet)  GPS OBS   
 AJ2581  ___________________________________________________________________
 AJ2581  X           -      22,892.043 (meters)                     COMP
 AJ2581  Y           -  -5,211,153.621 (meters)                     COMP
 AJ2581  Z           -   3,665,280.260 (meters)                     COMP
 AJ2581  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2581  ELLIP HEIGHT-          65.32  (meters)          (04/26/01) GPS OBS
 AJ2581  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2581
 AJ2581  HORZ ORDER  -  FIRST
 AJ2581  ELLP ORDER  -  FOURTH    CLASS I
 AJ2581
 AJ2581.The horizontal coordinates were established by GPS observations
 AJ2581.and adjusted by the National Geodetic Survey in April 2001..
 AJ2581
 AJ2581.The orthometric height was determined by GPS observations and a
 AJ2581.high-resolution geoid model.
 AJ2581
 AJ2581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2581
 AJ2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2581
 AJ2581.The ellipsoidal height was determined by GPS observations
 AJ2581.and is referenced to NAD 83.
 AJ2581
 AJ2581.The geoid height was determined by GEOID03.
 AJ2581
 AJ2581;                    North         East     Units Scale Factor Converg.
 AJ2581;SPC TN       -   113,977.747   259,171.257   MT  0.99999126   -2 11 39.9
 AJ2581;SPC TN       -   373,941.99    850,297.70   sFT  0.99999126   -2 11 39.9
 AJ2581;UTM  16      - 3,909,976.039   250,104.573   MT  1.00036966   -1 35 20.5
 AJ2581
 AJ2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2581!SPC TN       -   0.99998975  x   0.99999126  =   0.99998101
 AJ2581!UTM  16      -   0.99998975  x   1.00036966  =   1.00035940
 AJ2581
 AJ2581                          SUPERSEDED SURVEY CONTROL
 AJ2581
 AJ2581.No superseded survey control is available for this station.
 AJ2581
 AJ2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5010509976(NAD 83)
 AJ2581_MARKER: DD = SURVEY DISK
 AJ2581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2581+WITH SETTING: INFORMATION.
 AJ2581_STAMPING: 041
 AJ2581_MARK LOGO: MLGW  
 AJ2581_PROJECTION: FLUSH
 AJ2581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2581+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ2581_ROD/PIPE-DEPTH:  0.8 meters
 AJ2581
 AJ2581  HISTORY     - Date     Condition        Report By
 AJ2581  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2581  HISTORY     - 20060503 GOOD             TN1620
 AJ2581
 AJ2581                          STATION DESCRIPTION
 AJ2581
 AJ2581'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2581'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2581'MILE (1.61 KM) NORTH OF THE CITY LIMITS OF LAKELAND TENNESSEE.
 AJ2581'TO REACH THE STATION FROM THE INTERSECTION OF PAUL BARRET PARKWAY (TN
 AJ2581'HWY 385) AND BRUNSWICK ROAD, PROCEED SOUTH ON BRUNSWICK ROAD
 AJ2581'APPROXIMATELY 0.55 MILE (0.89 KM) TO SALEM ROAD.  TURN LEFT AND
 AJ2581'CONTINUE EAST ON SALEM ROAD FOR APPROXIMATELY 0.70 MILES (1.13 KM) TO
 AJ2581'A 9O DEGREE TURN NORTH IN SALEM ROAD.  THE STATION IS ON THE RIGHT.
 AJ2581'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2581'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2581'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 565.00 FEET (172.21 M)
 AJ2581'WEST OF THE INTERSECTION OF SALEM ROAD TURN TO NORTH AND SALEM TERRACE
 AJ2581'ROAD, 64.70 FEET (19.72 M) EAST OF THE CENTERLINE OF A DRIVEWAY TO
 AJ2581'ADDRESS 9445 SALEM ROAD, 50.00 FEET (15.24 M) WEST OF A WOOD POWER
 AJ2581'POLE NO.  310912, 15.00 FEET (4.57 M) SOUTH OF THE CENTERLINE OF SALEM
 AJ2581'ROAD.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP
 AJ2581'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2581
 AJ2581                          STATION RECOVERY (2006)
 AJ2581
 AJ2581'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (DA)
 AJ2581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1995 ***********************************************************************
 GA1995  DESIGNATION -  410
 GA1995  PID         -  GA1995
 GA1995  STATE/COUNTY-  TN/JEFFERSON
 GA1995  USGS QUAD   -  WHITE PINE (1961)
 GA1995
 GA1995                         *CURRENT SURVEY CONTROL
 GA1995  ___________________________________________________________________
 GA1995* NAD 83(1986)-  36 02 27.     (N)    083 21 53.     (W)     SCALED    
 GA1995* NAVD 88     -       358.78   (+/-2cm)    1177.1    (feet)  VERTCON   
 GA1995  ___________________________________________________________________
 GA1995  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1995
 GA1995  VERT ORDER  -  ? (See Below)
 GA1995
 GA1995.The horizontal coordinates were scaled from a topographic map and have
 GA1995.an estimated accuracy of +/- 6 seconds.
 GA1995
 GA1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1995.The vertical order pertains to the NGVD 29 superseded value.
 GA1995
 GA1995.The geoid height was determined by GEOID03.
 GA1995
 GA1995;                    North         East    Units  Estimated Accuracy
 GA1995;SPC TN       -   192,640.      837,440.      MT  (+/- 180 meters Scaled)
 GA1995
 GA1995                          SUPERSEDED SURVEY CONTROL
 GA1995
 GA1995  NGVD 29 (??/??/92)  358.944  (m)         1177.64   (f) ADJ UNCH    ?  
 GA1995
 GA1995.Superseded values are not recommended for survey control.
 GA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1995.See file dsdata.txt to determine how the superseded data were derived.
 GA1995
 GA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV869910(NAD 83)
 GA1995_MARKER: DD = SURVEY DISK
 GA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1995_STAMPING: 410
 GA1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1995+STABILITY: SURFACE MOTION
 GA1995
 GA1995  HISTORY     - Date     Condition        Report By
 GA1995  HISTORY     - UNK      MONUMENTED       TNGS
 GA1995  HISTORY     - 1937     GOOD             TVA
 GA1995
 GA1995                          STATION DESCRIPTION
 GA1995
 GA1995'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1995'3.6 MI E FROM DANDRIDGE.
 GA1995'3.6 MILES EAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE AT
 GA1995'DANDRIDGE, 0.4 MILE WEST OF THE BRIDGE OVER SPRING CREEK, 200 FEET
 GA1995'SOUTH OF THE HIGHWAY, AND ON THE PAUL HAMMER PROPERTY.  A STATE
 GA1995'SURVEY STANDARD DISK, STAMPED 410 AND SET IN THE TOP OF A CONCRETE
 GA1995'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1997 ***********************************************************************
 GA1997  DESIGNATION -  411
 GA1997  PID         -  GA1997
 GA1997  STATE/COUNTY-  TN/JEFFERSON
 GA1997  USGS QUAD   -  AVONDALE (1979)
 GA1997
 GA1997                         *CURRENT SURVEY CONTROL
 GA1997  ___________________________________________________________________
 GA1997* NAD 83(1986)-  36 15 30.     (N)    083 23 24.     (W)     SCALED    
 GA1997* NAVD 88     -       329.97   (+/-2cm)    1082.6    (feet)  VERTCON   
 GA1997  ___________________________________________________________________
 GA1997  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1997
 GA1997  VERT ORDER  -  ? (See Below)
 GA1997
 GA1997.The horizontal coordinates were scaled from a topographic map and have
 GA1997.an estimated accuracy of +/- 6 seconds.
 GA1997
 GA1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1997.The vertical order pertains to the NGVD 29 superseded value.
 GA1997
 GA1997.The geoid height was determined by GEOID03.
 GA1997
 GA1997;                    North         East    Units  Estimated Accuracy
 GA1997;SPC TN       -   216,710.      834,520.      MT  (+/- 180 meters Scaled)
 GA1997
 GA1997                          SUPERSEDED SURVEY CONTROL
 GA1997
 GA1997  NGVD 29 (??/??/92)  330.104  (m)         1083.02   (f) ADJ UNCH    ?  
 GA1997
 GA1997.Superseded values are not recommended for survey control.
 GA1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1997.See file dsdata.txt to determine how the superseded data were derived.
 GA1997
 GA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA852152(NAD 83)
 GA1997_MARKER: DD = SURVEY DISK
 GA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1997_STAMPING: 411
 GA1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1997+STABILITY: SURFACE MOTION
 GA1997
 GA1997  HISTORY     - Date     Condition        Report By
 GA1997  HISTORY     - UNK      MONUMENTED       TNGS
 GA1997  HISTORY     - 1937     GOOD             TVA
 GA1997
 GA1997                          STATION DESCRIPTION
 GA1997
 GA1997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1997'1.8 MI NE FROM DANDRIDGE.
 GA1997'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE
 GA1997'AT DANDRIDGE, 0.4 MILE NORTHEAST OF THE BRIDGE OVER MILL CREEK.
 GA1997'AND 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 GA1997'SURVEY STANDARD DISK, STAMPED 411 AND SET IN THE TOP OF A CONCRETE
 GA1997'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1149 ***********************************************************************
 FC1149  DESIGNATION -  413
 FC1149  PID         -  FC1149
 FC1149  STATE/COUNTY-  TN/HAMILTON
 FC1149  USGS QUAD   -  CHATTANOOGA (1976)
 FC1149
 FC1149                         *CURRENT SURVEY CONTROL
 FC1149  ___________________________________________________________________
 FC1149* NAD 83(1986)-  35 06 58.     (N)    085 22 22.     (W)     SCALED    
 FC1149* NAVD 88     -       200.246  (meters)     656.97   (feet)  ADJUSTED  
 FC1149  ___________________________________________________________________
 FC1149  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FC1149  DYNAMIC HT  -         200.044 (meters)     656.31  (feet)  COMP
 FC1149  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 FC1149
 FC1149  VERT ORDER  -  SECOND    CLASS 0
 FC1149
 FC1149.The horizontal coordinates were scaled from a topographic map and have
 FC1149.an estimated accuracy of +/- 6 seconds.
 FC1149
 FC1149.The orthometric height was determined by differential leveling
 FC1149.and adjusted by the National Geodetic Survey in June 1991..
 FC1149
 FC1149.The geoid height was determined by GEOID03.
 FC1149
 FC1149.The dynamic height is computed by dividing the NAVD 88
 FC1149.geopotential number by the normal gravity value computed on the
 FC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1149.degrees latitude (g = 980.6199 gals.).
 FC1149
 FC1149.The modeled gravity was interpolated from observed gravity values.
 FC1149
 FC1149;                    North         East    Units  Estimated Accuracy
 FC1149;SPC TN       -    87,030.      657,180.      MT  (+/- 180 meters Scaled)
 FC1149
 FC1149                          SUPERSEDED SURVEY CONTROL
 FC1149
 FC1149  NGVD 29 (??/??/92)  200.272  (m)          657.06   (f) ADJ UNCH    2 0
 FC1149
 FC1149.Superseded values are not recommended for survey control.
 FC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1149.See file dsdata.txt to determine how the superseded data were derived.
 FC1149
 FC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD482871(NAD 83)
 FC1149_MARKER: DD = SURVEY DISK
 FC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1149_STAMPING: 413 1934
 FC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1149+STABILITY: SURFACE MOTION
 FC1149
 FC1149  HISTORY     - Date     Condition        Report By
 FC1149  HISTORY     - UNK      MONUMENTED       TNGS
 FC1149  HISTORY     - 1934     GOOD             NGS
 FC1149
 FC1149                          STATION DESCRIPTION
 FC1149
 FC1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1149'7 MI W FROM CHATTANOOGA.
 FC1149'7.0 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1149'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1149'ON THE INSIDE OF THE THIRD CURVE EAST OF THE CONCRETE BRIDGE
 FC1149'OVER MIDDLE CREEK, ACROSS THE HIGHWAY FROM THE EAST END OF A
 FC1149'30-FOOT-LONG STONE WALL, AND ON THE SOUTH SHOULDER OF A FILL.
 FC1149'A STATE SURVEY STANDARD DISK, STAMPED 413 1934 AND SET IN THE
 FC1149'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1635 ***********************************************************************
 FE1635  DESIGNATION -  41=47/2
 FE1635  PID         -  FE1635
 FE1635  STATE/COUNTY-  TN/LAUDERDALE
 FE1635  USGS QUAD   -  GOLDDUST (1983)
 FE1635
 FE1635                         *CURRENT SURVEY CONTROL
 FE1635  ___________________________________________________________________
 FE1635* NAD 83(1986)-  35 38 45.     (N)    089 50 11.     (W)     SCALED    
 FE1635* NAVD 88     -        77.329  (meters)     253.70   (feet)  ADJUSTED  
 FE1635  ___________________________________________________________________
 FE1635  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1635  DYNAMIC HT  -          77.264 (meters)     253.49  (feet)  COMP
 FE1635  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FE1635
 FE1635  VERT ORDER  -  FIRST     CLASS II
 FE1635
 FE1635.The horizontal coordinates were scaled from a topographic map and have
 FE1635.an estimated accuracy of +/- 6 seconds.
 FE1635
 FE1635.The orthometric height was determined by differential leveling
 FE1635.and adjusted by the National Geodetic Survey in June 1991..
 FE1635
 FE1635.The geoid height was determined by GEOID03.
 FE1635
 FE1635.The dynamic height is computed by dividing the NAVD 88
 FE1635.geopotential number by the normal gravity value computed on the
 FE1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1635.degrees latitude (g = 980.6199 gals.).
 FE1635
 FE1635.The modeled gravity was interpolated from observed gravity values.
 FE1635
 FE1635;                    North         East    Units  Estimated Accuracy
 FE1635;SPC TN       -   152,430.      252,660.      MT  (+/- 180 meters Scaled)
 FE1635
 FE1635                          SUPERSEDED SURVEY CONTROL
 FE1635
 FE1635  NGVD 29 (??/??/??)   77.296  (m)          253.60   (f) ADJUSTED    1 2
 FE1635
 FE1635.Superseded values are not recommended for survey control.
 FE1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1635.See file dsdata.txt to determine how the superseded data were derived.
 FE1635
 FE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE431483(NAD 83)
 FE1635_MARKER: Z = SEE DESCRIPTION
 FE1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1635_SP_SET: STONE
 FE1635_STAMPING: US
 FE1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1635+STABILITY: SURFACE MOTION
 FE1635
 FE1635  HISTORY     - Date     Condition        Report By
 FE1635  HISTORY     - UNK      MONUMENTED       MRC
 FE1635  HISTORY     - 1957     GOOD             CGS
 FE1635  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1635
 FE1635                          STATION DESCRIPTION
 FE1635
 FE1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1635'6.2 MI NE FROM FULTON.
 FE1635'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1635'AT FULTON, THENCE 1.7 MILES NORTHWEST ALONG A GRADED ROAD, THENCE
 FE1635'0.25 MILE SOUTHWEST ALONG A DIM TRAIL, DIRECTLY NORTH AND ABOUT
 FE1635'40 FEET BELOW A RIGHT ANGLE TURN IN TRAIL, AT THE BASE OF THE
 FE1635'BLUFF, 25 FEET NORTH OF A 28-INCH ELM TREE, 70 FEET SOUTHEAST
 FE1635'OF THE TOP OF A SMALL MOUND, 48 FEET EAST OF A BLAZED 20-INCH
 FE1635'CYPRESS TREE, 45 FEET WEST OF A LONE 20-INCH WALNUT TREE, ABOUT
 FE1635'0.25 MILE SOUTHWEST OF SULLIVANS FISH CAMP ON COLD CREEK, A
 FE1635'COPPER PLUG ON TOP OF A STONE POST PROJECTING 8 INCHES ABOVE
 FE1635'THE GROUND.  NOTE-- US IS CUT ON TOP OF POST.
 FE1635
 FE1635                          STATION RECOVERY (1971)
 FE1635
 FE1635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2288 ***********************************************************************
 GA2288  DESIGNATION -  41.8
 GA2288  PID         -  GA2288
 GA2288  STATE/COUNTY-  TN/CLAIBORNE
 GA2288  USGS QUAD   -  TAZEWELL (1971)
 GA2288
 GA2288                         *CURRENT SURVEY CONTROL
 GA2288  ___________________________________________________________________
 GA2288* NAD 83(1986)-  36 22 34.     (N)    083 33 43.     (W)     SCALED    
 GA2288* NAVD 88     -       319.839  (meters)    1049.34   (feet)  ADJUSTED  
 GA2288  ___________________________________________________________________
 GA2288  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2288  DYNAMIC HT  -         319.550 (meters)    1048.39  (feet)  COMP
 GA2288  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GA2288
 GA2288  VERT ORDER  -  SECOND    CLASS 0
 GA2288
 GA2288.The horizontal coordinates were scaled from a topographic map and have
 GA2288.an estimated accuracy of +/- 6 seconds.
 GA2288
 GA2288.The orthometric height was determined by differential leveling
 GA2288.and adjusted by the National Geodetic Survey in June 1991..
 GA2288
 GA2288.The geoid height was determined by GEOID03.
 GA2288
 GA2288.The dynamic height is computed by dividing the NAVD 88
 GA2288.geopotential number by the normal gravity value computed on the
 GA2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2288.degrees latitude (g = 980.6199 gals.).
 GA2288
 GA2288.The modeled gravity was interpolated from observed gravity values.
 GA2288
 GA2288;                    North         East    Units  Estimated Accuracy
 GA2288;SPC TN       -   229,370.      818,750.      MT  (+/- 180 meters Scaled)
 GA2288
 GA2288                          SUPERSEDED SURVEY CONTROL
 GA2288
 GA2288  NGVD 29 (??/??/92)  319.920  (m)         1049.60   (f) ADJ UNCH    2 0
 GA2288
 GA2288.Superseded values are not recommended for survey control.
 GA2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2288.See file dsdata.txt to determine how the superseded data were derived.
 GA2288
 GA2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA701287(NAD 83)
 GA2288_MARKER: Z = SEE DESCRIPTION
 GA2288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2288_SP_SET: BRIDGE
 GA2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2288
 GA2288  HISTORY     - Date     Condition        Report By
 GA2288  HISTORY     - UNK      MONUMENTED       SOURR
 GA2288  HISTORY     - 1934     GOOD             NGS
 GA2288
 GA2288                          STATION DESCRIPTION
 GA2288
 GA2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2288'2.4 MI N FROM DUTCH.
 GA2288'2.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM DUTCH, GRAINGER
 GA2288'COUNTY, 8-1/2 RAILS SOUTH OF THE SOUTH END OF SYCAMORE TUNNEL,
 GA2288'AT THE NORTH END OF BRIDGE 41.8 OVER SYCAMORE CREEK, ON THE
 GA2288'SOUTHWEST CORNER OF THE CONCRETE ABUTMENT, 7 FEET WEST OF THE
 GA2288'WEST RAIL, AND LEVEL WITH THE TRACK.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0794 ***********************************************************************
 FE0794  DESIGNATION -  418
 FE0794  PID         -  FE0794
 FE0794  STATE/COUNTY-  TN/GIBSON
 FE0794  USGS QUAD   -  MEDINA (1981)
 FE0794
 FE0794                         *CURRENT SURVEY CONTROL
 FE0794  ___________________________________________________________________
 FE0794* NAD 83(1986)-  35 51 43.     (N)    088 52 01.     (W)     SCALED    
 FE0794* NAVD 88     -       126.191  (meters)     414.01   (feet)  ADJUSTED  
 FE0794  ___________________________________________________________________
 FE0794  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE0794  DYNAMIC HT  -         126.082 (meters)     413.65  (feet)  COMP
 FE0794  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 FE0794
 FE0794  VERT ORDER  -  SECOND    CLASS 0
 FE0794
 FE0794.The horizontal coordinates were scaled from a topographic map and have
 FE0794.an estimated accuracy of +/- 6 seconds.
 FE0794
 FE0794.The orthometric height was determined by differential leveling
 FE0794.and adjusted by the National Geodetic Survey in June 1991..
 FE0794
 FE0794.The geoid height was determined by GEOID03.
 FE0794
 FE0794.The dynamic height is computed by dividing the NAVD 88
 FE0794.geopotential number by the normal gravity value computed on the
 FE0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0794.degrees latitude (g = 980.6199 gals.).
 FE0794
 FE0794.The modeled gravity was interpolated from observed gravity values.
 FE0794
 FE0794;                    North         East    Units  Estimated Accuracy
 FE0794;SPC TN       -   173,390.      341,110.      MT  (+/- 180 meters Scaled)
 FE0794
 FE0794                          SUPERSEDED SURVEY CONTROL
 FE0794
 FE0794  NGVD 29 (??/??/??)  126.234  (m)          414.15   (f) ADJUSTED    2 0
 FE0794
 FE0794.Superseded values are not recommended for survey control.
 FE0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0794.See file dsdata.txt to determine how the superseded data were derived.
 FE0794
 FE0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE314702(NAD 83)
 FE0794_MARKER: P = PIPE CAP
 FE0794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0794_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0794_STAMPING: 418
 FE0794_MARK LOGO: USGS  
 FE0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0794
 FE0794  HISTORY     - Date     Condition        Report By
 FE0794  HISTORY     - UNK      MONUMENTED       USGS
 FE0794  HISTORY     - 1935     GOOD             CGS
 FE0794  HISTORY     - 20020914 POOR             USACE
 FE0794
 FE0794                          STATION DESCRIPTION
 FE0794
 FE0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0794'1.4 MI SW FROM GIBSON.
 FE0794'1.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0794'FROM THE STATION AT GIBSON, GIBSON COUNTY, AT A PUBLIC-ROAD
 FE0794'CROSSING, 75 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 25 FEET
 FE0794'EAST OF THE CENTERLINE OF THE ROAD, AND IN A FIELD.  A UNITED
 FE0794'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 418 AND RIVETED
 FE0794'ON A 3-1/2 INCH IRON POST.
 FE0794
 FE0794                          STATION RECOVERY (2002)
 FE0794
 FE0794'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0794'MARK DESTROYED. FOUND PIPE BENT AND MUTILATED ATOP, WITH CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2288 ***********************************************************************
 GC2288  DESIGNATION -  42 F 751
 GC2288  PID         -  GC2288
 GC2288  STATE/COUNTY-  TN/DAVIDSON
 GC2288  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2288
 GC2288                         *CURRENT SURVEY CONTROL
 GC2288  ___________________________________________________________________
 GC2288* NAD 83(1995)-  36 12 23.82470(N)    086 46 35.58943(W)     ADJUSTED  
 GC2288* NAVD 88     -       135.4    (meters)     444.     (feet)  VERTCON   
 GC2288  ___________________________________________________________________
 GC2288  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GC2288  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2288
 GC2288  HORZ ORDER  -  SECOND
 GC2288
 GC2288.The horizontal coordinates were established by classical geodetic methods
 GC2288.and adjusted by the National Geodetic Survey in April 1999..
 GC2288
 GC2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2288
 GC2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2288
 GC2288.The geoid height was determined by GEOID03.
 GC2288
 GC2288;                    North         East     Units Scale Factor Converg.
 GC2288;SPC TN       -   208,118.090   530,169.113   MT  0.99996948   -0 27 16.6
 GC2288;SPC TN       -   682,800.77  1,739,396.50   sFT  0.99996948   -0 27 16.6
 GC2288;UTM  16      - 4,006,888.938   520,086.133   MT  0.99960497   +0 07 55.2
 GC2288
 GC2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2288!SPC TN       -   0.99998336  x   0.99996948  =   0.99995284
 GC2288!UTM  16      -   0.99998336  x   0.99960497  =   0.99958834
 GC2288
 GC2288:                Primary Azimuth Mark                     Grid Az
 GC2288:SPC TN       -  SHWAB                                    166 31 43.6
 GC2288:UTM  16      -  SHWAB                                    165 56 31.8
 GC2288
 GC2288|---------------------------------------------------------------------|
 GC2288| PID    Reference Object                     Distance      Geod. Az  |
 GC2288|                                                           dddmmss.s |
 GC2288| GC0486 SHWAB                               APPROX. 0.9 KM 1660427.0 |
 GC2288| GC2280 SHWAB AZ MK                         271.259 METERS 27021     |
 GC2288|---------------------------------------------------------------------|
 GC2288
 GC2288                          SUPERSEDED SURVEY CONTROL
 GC2288
 GC2288  NAD 83(1995)-  36 12 23.82658(N)    086 46 35.59137(W) AD(       ) 2
 GC2288  NAD 83(1995)-  36 12 23.82906(N)    086 46 35.59174(W) AD(       ) 2
 GC2288  NAD 83(1986)-  36 12 23.83492(N)    086 46 35.59253(W) AD(       ) 2
 GC2288  NAD 27      -  36 12 23.63440(N)    086 46 35.59860(W) AD(       ) 2
 GC2288  NGVD 29 (07/19/86)  135.4    (m)          444.     (f) VERT ANG       
 GC2288
 GC2288.Superseded values are not recommended for survey control.
 GC2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2288.See file dsdata.txt to determine how the superseded data were derived.
 GC2288
 GC2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2008606889(NAD 83)
 GC2288_MARKER: DD = SURVEY DISK
 GC2288_SETTING: 0 = UNSPECIFIED SETTING
 GC2288_MARK LOGO: CGS   
 GC2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2288
 GC2288  HISTORY     - Date     Condition        Report By
 GC2288  HISTORY     - 1959     MONUMENTED       TNHD
 GC2288
 GC2288                          STATION DESCRIPTION
 GC2288
 GC2288'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 GC2288'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE STATE CAPITOL
 GC2288'BUILDING IN NASHVILLE, BETWEEN BRICK CHURCH PIKE AND U.S. HIGHWAY
 GC2288'41.
 GC2288'
 GC2288'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND TRINITY LANE IN THE
 GC2288'NORTH PART OF NASHVILLE, GO WEST ON TRINITY LANE FOR 0.45 MILE TO
 GC2288'THE MARK ON THE RIGHT.
 GC2288'
 GC2288'THE MARK IS ABOUT 60 YARDS EAST OF BRICK CHURCH PIKE, 21 FEET NORTH
 GC2288'OF THE CENTER OF TRINITY LANE AND 12 FEET EAST OF THE EAST END OF
 GC2288'A CONCRETE CULVERT.  THE MARK IS A TENNESSEE HIGHWAY DEPARTMENT METAL
 GC2288'DISK, ABOUT 1 INCH IN DIAMETER, NAILED TO THE TOP OF A METAL T
 GC2288'STAKE SET FLUSH WITH THE GROUND AND IS STAMPED 42 F 571.
 GC2288'
 GC2288'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GC2288'SHWAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2404 ***********************************************************************
 GC2404  DESIGNATION -  42 F 839
 GC2404  PID         -  GC2404
 GC2404  STATE/COUNTY-  TN/ROBERTSON
 GC2404  USGS QUAD   -  ORLINDA (1980)
 GC2404
 GC2404                         *CURRENT SURVEY CONTROL
 GC2404  ___________________________________________________________________
 GC2404* NAD 83(1995)-  36 33 16.73796(N)    086 37 46.89240(W)     ADJUSTED  
 GC2404* NAVD 88     -       249.07   (+/-2cm)     817.2    (feet)  VERTCON   
 GC2404  ___________________________________________________________________
 GC2404  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GC2404  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC2404
 GC2404  HORZ ORDER  -  SECOND
 GC2404  VERT ORDER  -  THIRD ? (See Below)
 GC2404
 GC2404.The horizontal coordinates were established by classical geodetic methods
 GC2404.and adjusted by the National Geodetic Survey in April 1999..
 GC2404
 GC2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2404.The vertical order pertains to the NGVD 29 superseded value.
 GC2404
 GC2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2404
 GC2404.The geoid height was determined by GEOID03.
 GC2404
 GC2404;                    North         East     Units Scale Factor Converg.
 GC2404;SPC TN       -   246,641.916   543,623.686   MT  1.00002738   -0 22 07.1
 GC2404;SPC TN       -   809,191.02  1,783,538.71   sFT  1.00002738   -0 22 07.1
 GC2404;UTM  16      - 4,045,533.823   533,139.749   MT  0.99961353   +0 13 14.0
 GC2404
 GC2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2404!SPC TN       -   0.99996558  x   1.00002738  =   0.99999296
 GC2404!UTM  16      -   0.99996558  x   0.99961353  =   0.99957913
 GC2404
 GC2404                          SUPERSEDED SURVEY CONTROL
 GC2404
 GC2404  NAD 83(1995)-  36 33 16.73841(N)    086 37 46.89273(W) AD(       ) 2
 GC2404  NAD 83(1995)-  36 33 16.74500(N)    086 37 46.89658(W) AD(       ) 2
 GC2404  NAD 83(1986)-  36 33 16.74706(N)    086 37 46.89593(W) AD(       ) 2
 GC2404  NAD 27      -  36 33 16.59770(N)    086 37 46.91560(W) AD(       ) 2
 GC2404  NGVD 29 (07/19/86)  249.14   (m)          817.4    (f) LEVELING    3  
 GC2404
 GC2404.Superseded values are not recommended for survey control.
 GC2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2404.See file dsdata.txt to determine how the superseded data were derived.
 GC2404
 GC2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3314045534(NAD 83)
 GC2404_MARKER: I = METAL ROD
 GC2404_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2404_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2404_STAMPING: 42F839
 GC2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2404
 GC2404  HISTORY     - Date     Condition        Report By
 GC2404  HISTORY     - 1959     MONUMENTED       CGS
 GC2404
 GC2404                          STATION DESCRIPTION
 GC2404
 GC2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2404'SEE STATION TAYS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1782 ***********************************************************************
 FE1782  DESIGNATION -  42/2
 FE1782  PID         -  FE1782
 FE1782  STATE/COUNTY-  TN/LAUDERDALE
 FE1782  USGS QUAD   -  GOLDDUST (1983)
 FE1782
 FE1782                         *CURRENT SURVEY CONTROL
 FE1782  ___________________________________________________________________
 FE1782* NAD 83(1986)-  35 44 18.     (N)    089 50 09.     (W)     SCALED    
 FE1782* NAVD 88     -        76.136  (meters)     249.79   (feet)  ADJUSTED  
 FE1782  ___________________________________________________________________
 FE1782  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1782  DYNAMIC HT  -          76.072 (meters)     249.58  (feet)  COMP
 FE1782  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 FE1782
 FE1782  VERT ORDER  -  SECOND    CLASS 0
 FE1782
 FE1782.The horizontal coordinates were scaled from a topographic map and have
 FE1782.an estimated accuracy of +/- 6 seconds.
 FE1782
 FE1782.The orthometric height was determined by differential leveling
 FE1782.and adjusted by the National Geodetic Survey in June 1991..
 FE1782
 FE1782.The geoid height was determined by GEOID03.
 FE1782
 FE1782.The dynamic height is computed by dividing the NAVD 88
 FE1782.geopotential number by the normal gravity value computed on the
 FE1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1782.degrees latitude (g = 980.6199 gals.).
 FE1782
 FE1782.The modeled gravity was interpolated from observed gravity values.
 FE1782
 FE1782;                    North         East    Units  Estimated Accuracy
 FE1782;SPC TN       -   162,680.      253,110.      MT  (+/- 180 meters Scaled)
 FE1782
 FE1782                          SUPERSEDED SURVEY CONTROL
 FE1782
 FE1782  NGVD 29 (??/??/??)   76.128  (m)          249.76   (f) ADJUSTED    2 0
 FE1782
 FE1782.Superseded values are not recommended for survey control.
 FE1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1782.See file dsdata.txt to determine how the superseded data were derived.
 FE1782
 FE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE435586(NAD 83)
 FE1782_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1782_STAMPING: BM 1906
 FE1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1782
 FE1782  HISTORY     - Date     Condition        Report By
 FE1782  HISTORY     - 1906     MONUMENTED       MRC
 FE1782  HISTORY     - 1956     GOOD             CGS
 FE1782
 FE1782                          STATION DESCRIPTION
 FE1782
 FE1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1782'2 MI NE FROM GOLDDUST.
 FE1782'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1782'LAUDERDALE COUNTY, THENCE 1.4 MILES NORTHEAST ALONG A ROAD, 165
 FE1782'YARDS SOUTHEAST OF THE CENTERLINE OF THE ROAD, 162 YARDS EAST
 FE1782'OF THE EAST CORNER OF THE REVIERE FARMHOUSE ON THE ALBERT
 FE1782'FITSGERALD FARM, 65 YARDS SOUTHEAST OF THE CENTERLINE OF THE TOP
 FE1782'OF AN OLD LEVEE, 54 YARDS SOUTHEAST OF THE NORTHWEST FENCE OF A
 FE1782'CULTIVATED FIELD, AND 1.1 FEET SOUTHEAST OF A WHITE WOODEN
 FE1782'WITNESS POST.  A CHISELED CROSS ON THE TOP OF A STONE POST ABOUT
 FE1782'3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 FE1782'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP,
 FE1782'STAMPED BM 1906 AND PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1769 ***********************************************************************
 GA1769  DESIGNATION -  428
 GA1769  PID         -  GA1769
 GA1769  STATE/COUNTY-  TN/JEFFERSON
 GA1769  USGS QUAD   -  WHITE PINE (1961)
 GA1769
 GA1769                         *CURRENT SURVEY CONTROL
 GA1769  ___________________________________________________________________
 GA1769* NAD 83(1986)-  36 06 25.     (N)    083 16 59.     (W)     SCALED    
 GA1769* NAVD 88     -       357.984  (meters)    1174.49   (feet)  ADJUSTED  
 GA1769  ___________________________________________________________________
 GA1769  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1769  DYNAMIC HT  -         357.650 (meters)    1173.39  (feet)  COMP
 GA1769  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA1769
 GA1769  VERT ORDER  -  FIRST     CLASS I
 GA1769
 GA1769.The horizontal coordinates were scaled from a topographic map and have
 GA1769.an estimated accuracy of +/- 6 seconds.
 GA1769
 GA1769.The orthometric height was determined by differential leveling
 GA1769.and adjusted by the National Geodetic Survey in June 1991..
 GA1769
 GA1769.The geoid height was determined by GEOID03.
 GA1769
 GA1769.The dynamic height is computed by dividing the NAVD 88
 GA1769.geopotential number by the normal gravity value computed on the
 GA1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1769.degrees latitude (g = 980.6199 gals.).
 GA1769
 GA1769.The modeled gravity was interpolated from observed gravity values.
 GA1769
 GA1769;                    North         East    Units  Estimated Accuracy
 GA1769;SPC TN       -   200,180.      844,600.      MT  (+/- 180 meters Scaled)
 GA1769
 GA1769                          SUPERSEDED SURVEY CONTROL
 GA1769
 GA1769  NGVD 29 (??/??/92)  358.125  (m)         1174.95   (f) ADJ UNCH    1 1
 GA1769
 GA1769.Superseded values are not recommended for survey control.
 GA1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1769.See file dsdata.txt to determine how the superseded data were derived.
 GA1769
 GA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV944982(NAD 83)
 GA1769_MARKER: DD = SURVEY DISK
 GA1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1769_STAMPING: 428
 GA1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1769+STABILITY: SURFACE MOTION
 GA1769
 GA1769  HISTORY     - Date     Condition        Report By
 GA1769  HISTORY     - UNK      MONUMENTED       TNGS
 GA1769  HISTORY     - 1967     GOOD             NGS
 GA1769
 GA1769                          STATION DESCRIPTION
 GA1769
 GA1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1769'0.5 MI E FROM WHITE PINE.
 GA1769'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1769'RAILROAD FROM THE POST OFFICE AT WHITE PINE, THENCE 0.2 MILE
 GA1769'NORTHWEST ALONG U.S. HIGHWAY 25 E, 68 YARDS EAST AND ACROSS THE
 GA1769'HIGHWAY FROM A SHELL SERVICE STATION, 39 FEET NORTHEAST OF THE
 GA1769'CENTERLINE OF THE HIGHWAY, 97 FEET NORTH OF THE CENTER OF THE
 GA1769'INTERSECTION OF THE HIGHWAY AND A PAVED ROAD, 97 FEET NORTH OF
 GA1769'THE CENTERLINE OF THE PAVED ROAD, 46 1/2 FEET SOUTHWEST OF THE
 GA1769'WEST CORNER OF A FRAME HOUSE, 48 1/2 FEET SOUTH OF POLE NUMBER
 GA1769'175, 2 1/2 FEET NORTHEAST OF AN 18-INCH LOCUST TREE, ABOUT 8
 GA1769'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GA1769'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2582 ***********************************************************************
 AJ2582  DESIGNATION -  43
 AJ2582  PID         -  AJ2582
 AJ2582  STATE/COUNTY-  TN/SHELBY
 AJ2582  USGS QUAD   -  ARLINGTON (1973)
 AJ2582
 AJ2582                         *CURRENT SURVEY CONTROL
 AJ2582  ___________________________________________________________________
 AJ2582* NAD 83(1995)-  35 17 46.35530(N)    089 38 50.61785(W)     ADJUSTED  
 AJ2582* NAVD 88     -        88.3    (meters)     290.     (feet)  GPS OBS   
 AJ2582  ___________________________________________________________________
 AJ2582  X           -      32,072.446 (meters)                     COMP
 AJ2582  Y           -  -5,211,459.213 (meters)                     COMP
 AJ2582  Z           -   3,664,772.636 (meters)                     COMP
 AJ2582  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2582  ELLIP HEIGHT-          60.91  (meters)          (04/26/01) GPS OBS
 AJ2582  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2582
 AJ2582  HORZ ORDER  -  FIRST
 AJ2582  ELLP ORDER  -  FOURTH    CLASS I
 AJ2582
 AJ2582.The horizontal coordinates were established by GPS observations
 AJ2582.and adjusted by the National Geodetic Survey in April 2001..
 AJ2582
 AJ2582.The orthometric height was determined by GPS observations and a
 AJ2582.high-resolution geoid model.
 AJ2582
 AJ2582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2582
 AJ2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2582
 AJ2582.The ellipsoidal height was determined by GPS observations
 AJ2582.and is referenced to NAD 83.
 AJ2582
 AJ2582.The geoid height was determined by GEOID03.
 AJ2582
 AJ2582;                    North         East     Units Scale Factor Converg.
 AJ2582;SPC TN       -   113,012.629   268,319.827   MT  0.99999217   -2 08 07.2
 AJ2582;SPC TN       -   370,775.60    880,312.63   sFT  0.99999217   -2 08 07.2
 AJ2582;UTM  16      - 3,909,107.295   259,266.031   MT  1.00031426   -1 31 49.5
 AJ2582
 AJ2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2582!SPC TN       -   0.99999044  x   0.99999217  =   0.99998261
 AJ2582!UTM  16      -   0.99999044  x   1.00031426  =   1.00030470
 AJ2582
 AJ2582                          SUPERSEDED SURVEY CONTROL
 AJ2582
 AJ2582.No superseded survey control is available for this station.
 AJ2582
 AJ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5926609107(NAD 83)
 AJ2582_MARKER: DD = SURVEY DISK
 AJ2582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2582+WITH SETTING: INFORMATION.
 AJ2582_STAMPING: 043
 AJ2582_MARK LOGO: MLGW  
 AJ2582_PROJECTION: FLUSH
 AJ2582_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2582+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2582_ROD/PIPE-DEPTH:  0.8 meters
 AJ2582
 AJ2582  HISTORY     - Date     Condition        Report By
 AJ2582  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2582
 AJ2582                          STATION DESCRIPTION
 AJ2582
 AJ2582'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2582'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN ARLINGTON
 AJ2582'TENNESSEE.
 AJ2582'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2582'(CHESTER ROAD) AND GRIFFIN ROAD IN ARLINGTON, PROCEED NORTH ON GRIFFIN
 AJ2582'ROAD APPROXIMATELY 0.80 MILE (1.29 KM) TO A T-INTERSECTION, FORREST
 AJ2582'STREET (HICKORY WITHE ROAD) TURN RIGHT AND CONTINUE EAST ON FORREST
 AJ2582'STREET APPROXIMATELY 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT.
 AJ2582'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2582'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2582'A DETPH OF 30 INCHES.  THE STATION IS LOCATED 52.00 FEET (15.85 M)
 AJ2582'WEST OF A WOOD POWER POLE NO.  130584, 30.00 FEET (9.14 M) EAST OF A
 AJ2582'GRAVEL DRIVEWAY TO A SOD FARM (ADDRESS 12380 FORREST STREET) , 19.00
 AJ2582'FEET (5.79 M) NORTH OF THE CENTERLINE OF FORREST STREET.  THE STATION
 AJ2582'IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET
 AJ2582'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2060 ***********************************************************************
 GA2060  DESIGNATION -  430
 GA2060  PID         -  GA2060
 GA2060  STATE/COUNTY-  TN/JEFFERSON
 GA2060  USGS QUAD   -  MORRISTOWN (1979)
 GA2060
 GA2060                         *CURRENT SURVEY CONTROL
 GA2060  ___________________________________________________________________
 GA2060* NAD 83(1986)-  36 07 52.     (N)    083 16 55.     (W)     SCALED    
 GA2060* NAVD 88     -       390.377  (meters)    1280.76   (feet)  ADJUSTED  
 GA2060  ___________________________________________________________________
 GA2060  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2060  DYNAMIC HT  -         390.013 (meters)    1279.57  (feet)  COMP
 GA2060  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 GA2060
 GA2060  VERT ORDER  -  SECOND    CLASS 0
 GA2060
 GA2060.The horizontal coordinates were scaled from a topographic map and have
 GA2060.an estimated accuracy of +/- 6 seconds.
 GA2060
 GA2060.The orthometric height was determined by differential leveling
 GA2060.and adjusted by the National Geodetic Survey in June 1991..
 GA2060
 GA2060.The geoid height was determined by GEOID03.
 GA2060
 GA2060.The dynamic height is computed by dividing the NAVD 88
 GA2060.geopotential number by the normal gravity value computed on the
 GA2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2060.degrees latitude (g = 980.6199 gals.).
 GA2060
 GA2060.The modeled gravity was interpolated from observed gravity values.
 GA2060
 GA2060;                    North         East    Units  Estimated Accuracy
 GA2060;SPC TN       -   202,860.      844,620.      MT  (+/- 180 meters Scaled)
 GA2060
 GA2060                          SUPERSEDED SURVEY CONTROL
 GA2060
 GA2060  NGVD 29 (??/??/92)  390.520  (m)         1281.23   (f) ADJ UNCH    2 0
 GA2060
 GA2060.Superseded values are not recommended for survey control.
 GA2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2060.See file dsdata.txt to determine how the superseded data were derived.
 GA2060
 GA2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA946009(NAD 83)
 GA2060_MARKER: DD = SURVEY DISK
 GA2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2060_STAMPING: 430
 GA2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2060+STABILITY: SURFACE MOTION
 GA2060
 GA2060  HISTORY     - Date     Condition        Report By
 GA2060  HISTORY     - UNK      MONUMENTED       TNGS
 GA2060  HISTORY     - 1961     GOOD             NGS
 GA2060  HISTORY     - 1980     GOOD             NGS
 GA2060
 GA2060                          STATION DESCRIPTION
 GA2060
 GA2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2060'1.5 MI N FROM WHITE PINE.
 GA2060'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2060'66A IN WHITE PINE, GO 1.5 MILES NORTH ON U.S. HIGHWAY 25E.  THE
 GA2060'BENCH MARK IS 0.1 MILE SOUTH OF THE JEFFERSON-HAMBLIN COUNTY LINE
 GA2060'SIGN, 34 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25E AND 2.2
 GA2060'FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2060'POST PROJECTING 4 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL OF
 GA2060'THE HIGHWAY.
 GA2060
 GA2060                          STATION RECOVERY (1980)
 GA2060
 GA2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2060'IT IS 114 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0652 ***********************************************************************
 GB0652  DESIGNATION -  441 1
 GB0652  PID         -  GB0652
 GB0652  STATE/COUNTY-  TN/ANDERSON
 GB0652  USGS QUAD   -  NORRIS (1990)
 GB0652
 GB0652                         *CURRENT SURVEY CONTROL
 GB0652  ___________________________________________________________________
 GB0652* NAD 83(1986)-  36 13 57.     (N)    084 06 35.     (W)     SCALED    
 GB0652* NAVD 88     -       402.317  (meters)    1319.93   (feet)  ADJUSTED  
 GB0652  ___________________________________________________________________
 GB0652  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0652  DYNAMIC HT  -         401.957 (meters)    1318.75  (feet)  COMP
 GB0652  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 GB0652
 GB0652  VERT ORDER  -  SECOND    CLASS 0
 GB0652
 GB0652.The horizontal coordinates were scaled from a topographic map and have
 GB0652.an estimated accuracy of +/- 6 seconds.
 GB0652
 GB0652.The orthometric height was determined by differential leveling
 GB0652.and adjusted by the National Geodetic Survey in June 1991..
 GB0652
 GB0652.The geoid height was determined by GEOID03.
 GB0652
 GB0652.The dynamic height is computed by dividing the NAVD 88
 GB0652.geopotential number by the normal gravity value computed on the
 GB0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0652.degrees latitude (g = 980.6199 gals.).
 GB0652
 GB0652.The modeled gravity was interpolated from observed gravity values.
 GB0652
 GB0652;                    North         East    Units  Estimated Accuracy
 GB0652;SPC TN       -   212,350.      769,920.      MT  (+/- 180 meters Scaled)
 GB0652
 GB0652                          SUPERSEDED SURVEY CONTROL
 GB0652
 GB0652  NGVD 29 (??/??/92)  402.443  (m)         1320.35   (f) ADJ UNCH    2 0
 GB0652
 GB0652.Superseded values are not recommended for survey control.
 GB0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0652.See file dsdata.txt to determine how the superseded data were derived.
 GB0652
 GB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF597136(NAD 83)
 GB0652_MARKER: DD = SURVEY DISK
 GB0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0652_SP_SET: CONCRETE DRAIN
 GB0652_STAMPING: 441-1-1964
 GB0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0652
 GB0652  HISTORY     - Date     Condition        Report By
 GB0652  HISTORY     - 1964     MONUMENTED       TNHD
 GB0652
 GB0652                          STATION DESCRIPTION
 GB0652
 GB0652'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0652'3.3 MI E FROM LAKE CITY.
 GB0652'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND U.S. HIGHWAY 441, GO
 GB0652'EASTERLY ON U.S. HIGHWAY 441 FOR 3.3 MILES TO THE MARK ON THE
 GB0652'LEFT.  THE MARK IS APPROXIMATELY 120 FEET EAST OF A SMALL
 GB0652'ROAD-SIDE PARK AND 17 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB0652'U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0652'DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED HOLE IN THE TOP OF
 GB0652'A 2 FOOT BY 2 INCH CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0646 ***********************************************************************
 GB0646  DESIGNATION -  441 2
 GB0646  PID         -  GB0646
 GB0646  STATE/COUNTY-  TN/ANDERSON
 GB0646  USGS QUAD   -  NORRIS (1990)
 GB0646
 GB0646                         *CURRENT SURVEY CONTROL
 GB0646  ___________________________________________________________________
 GB0646* NAD 83(1986)-  36 13 29.     (N)    084 05 48.     (W)     SCALED    
 GB0646* NAVD 88     -       321.809  (meters)    1055.80   (feet)  ADJUSTED  
 GB0646  ___________________________________________________________________
 GB0646  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB0646  DYNAMIC HT  -         321.520 (meters)    1054.85  (feet)  COMP
 GB0646  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GB0646
 GB0646  VERT ORDER  -  SECOND    CLASS 0
 GB0646
 GB0646.The horizontal coordinates were scaled from a topographic map and have
 GB0646.an estimated accuracy of +/- 6 seconds.
 GB0646
 GB0646.The orthometric height was determined by differential leveling
 GB0646.and adjusted by the National Geodetic Survey in June 1991..
 GB0646
 GB0646.The geoid height was determined by GEOID03.
 GB0646
 GB0646.The dynamic height is computed by dividing the NAVD 88
 GB0646.geopotential number by the normal gravity value computed on the
 GB0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0646.degrees latitude (g = 980.6199 gals.).
 GB0646
 GB0646.The modeled gravity was interpolated from observed gravity values.
 GB0646
 GB0646;                    North         East    Units  Estimated Accuracy
 GB0646;SPC TN       -   211,510.      771,110.      MT  (+/- 180 meters Scaled)
 GB0646
 GB0646                          SUPERSEDED SURVEY CONTROL
 GB0646
 GB0646  NGVD 29 (??/??/92)  321.941  (m)         1056.23   (f) ADJ UNCH    2 0
 GB0646
 GB0646.Superseded values are not recommended for survey control.
 GB0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0646.See file dsdata.txt to determine how the superseded data were derived.
 GB0646
 GB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF609127(NAD 83)
 GB0646_MARKER: DD = SURVEY DISK
 GB0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0646_SP_SET: CULVERT
 GB0646_STAMPING: 441-2 1964
 GB0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0646
 GB0646  HISTORY     - Date     Condition        Report By
 GB0646  HISTORY     - 1964     MONUMENTED       TNHD
 GB0646
 GB0646                          STATION DESCRIPTION
 GB0646
 GB0646'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0646'5.4 MI E FROM LAKE CITY.
 GB0646'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND U.S. HIGHWAY 441, GO
 GB0646'EASTERLY ON U.S. HIGHWAY 441 FOR 5.4 MILES TO THE MARK ON THE
 GB0646'LEFT.  THE MARK IS APPROXIMATELY 0.2 MILE WEST OF THE SOUTH END
 GB0646'OF NORRIS DAM, 26 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GB0646'HIGHWAY 441 AND 12 FEET NORTH OF A GUARD RAIL.  THE MARK IS A
 GB0646'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 GB0646'A DRILLED HOLE, IN THE EAST END OF 7.5 FOOT CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0641 ***********************************************************************
 GB0641  DESIGNATION -  441 3
 GB0641  PID         -  GB0641
 GB0641  STATE/COUNTY-  TN/ANDERSON
 GB0641  USGS QUAD   -  NORRIS (1990)
 GB0641
 GB0641                         *CURRENT SURVEY CONTROL
 GB0641  ___________________________________________________________________
 GB0641* NAD 83(1986)-  36 12 21.     (N)    084 04 37.     (W)     SCALED    
 GB0641* NAVD 88     -       259.308  (meters)     850.75   (feet)  ADJUSTED  
 GB0641  ___________________________________________________________________
 GB0641  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB0641  DYNAMIC HT  -         259.074 (meters)     849.98  (feet)  COMP
 GB0641  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 GB0641
 GB0641  VERT ORDER  -  SECOND    CLASS 0
 GB0641
 GB0641.The horizontal coordinates were scaled from a topographic map and have
 GB0641.an estimated accuracy of +/- 6 seconds.
 GB0641
 GB0641.The orthometric height was determined by differential leveling
 GB0641.and adjusted by the National Geodetic Survey in June 1991..
 GB0641
 GB0641.The geoid height was determined by GEOID03.
 GB0641
 GB0641.The dynamic height is computed by dividing the NAVD 88
 GB0641.geopotential number by the normal gravity value computed on the
 GB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0641.degrees latitude (g = 980.6199 gals.).
 GB0641
 GB0641.The modeled gravity was interpolated from observed gravity values.
 GB0641
 GB0641;                    North         East    Units  Estimated Accuracy
 GB0641;SPC TN       -   209,450.      772,920.      MT  (+/- 180 meters Scaled)
 GB0641
 GB0641                          SUPERSEDED SURVEY CONTROL
 GB0641
 GB0641  NGVD 29 (??/??/92)  259.446  (m)          851.20   (f) ADJ UNCH    2 0
 GB0641
 GB0641.Superseded values are not recommended for survey control.
 GB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0641.See file dsdata.txt to determine how the superseded data were derived.
 GB0641
 GB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF627107(NAD 83)
 GB0641_MARKER: DD = SURVEY DISK
 GB0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0641_SP_SET: CULVERT
 GB0641_STAMPING: 441-3 1964
 GB0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0641
 GB0641  HISTORY     - Date     Condition        Report By
 GB0641  HISTORY     - 1964     MONUMENTED       TNHD
 GB0641
 GB0641                          STATION DESCRIPTION
 GB0641
 GB0641'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0641'1.9 MI E FROM NORRIS.
 GB0641'FROM THE NORTH END OF THE NORRIS DAM BRIDGE, GO EASTERLY ON U.S.
 GB0641'HIGHWAY 441 FOR 1.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 GB0641'26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441,
 GB0641'12 FEET NORTHEAST OF A 15-INCH SYCAMORE TREE, 11 FEET EAST OF A
 GB0641'SIGN, (T.V.A. RESERVATION, NORRIS DAM) THE MARK IS A STANDARD
 GB0641'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GB0641'HOLE 4.3 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 GB0641'HEADWALL OF A 3 FOOT CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0760 ***********************************************************************
 GB0760  DESIGNATION -  441 4
 GB0760  PID         -  GB0760
 GB0760  STATE/COUNTY-  TN/ANDERSON
 GB0760  USGS QUAD   -  NORRIS (1990)
 GB0760
 GB0760                         *CURRENT SURVEY CONTROL
 GB0760  ___________________________________________________________________
 GB0760* NAD 83(1986)-  36 11 06.     (N)    084 03 48.     (W)     SCALED    
 GB0760* NAVD 88     -       275.897  (meters)     905.17   (feet)  ADJUSTED  
 GB0760  ___________________________________________________________________
 GB0760  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0760  DYNAMIC HT  -         275.647 (meters)     904.35  (feet)  COMP
 GB0760  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0760
 GB0760  VERT ORDER  -  SECOND    CLASS 0
 GB0760
 GB0760.The horizontal coordinates were scaled from a topographic map and have
 GB0760.an estimated accuracy of +/- 6 seconds.
 GB0760
 GB0760.The orthometric height was determined by differential leveling
 GB0760.and adjusted by the National Geodetic Survey in June 1991..
 GB0760
 GB0760.The geoid height was determined by GEOID03.
 GB0760
 GB0760.The dynamic height is computed by dividing the NAVD 88
 GB0760.geopotential number by the normal gravity value computed on the
 GB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0760.degrees latitude (g = 980.6199 gals.).
 GB0760
 GB0760.The modeled gravity was interpolated from observed gravity values.
 GB0760
 GB0760;                    North         East    Units  Estimated Accuracy
 GB0760;SPC TN       -   207,170.      774,190.      MT  (+/- 180 meters Scaled)
 GB0760
 GB0760                          SUPERSEDED SURVEY CONTROL
 GB0760
 GB0760  NGVD 29 (??/??/92)  276.030  (m)          905.61   (f) ADJ UNCH    2 0
 GB0760
 GB0760.Superseded values are not recommended for survey control.
 GB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0760.See file dsdata.txt to determine how the superseded data were derived.
 GB0760
 GB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF640084(NAD 83)
 GB0760_MARKER: DD = SURVEY DISK
 GB0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0760_SP_SET: CULVERT
 GB0760_STAMPING: 441-4 1964
 GB0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0760
 GB0760  HISTORY     - Date     Condition        Report By
 GB0760  HISTORY     - 1964     MONUMENTED       TNHD
 GB0760
 GB0760                          STATION DESCRIPTION
 GB0760
 GB0760'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0760'AT NORRIS.
 GB0760'AT THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61.  THE MARK
 GB0760'IS APPROXIMATELY 225 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0760'THE JUNCTION, 48 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GB0760'HIGHWAY 441, 2.6 FEET NORTHWEST OF A 24-INCH ELM TREE.  THE
 GB0760'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GB0760'FLUSH IN A DRILLED HOLE, 1 FOOT EAST OF THE WEST END OF A 15
 GB0760'FOOT HEADWALL OF A 3 FOOT CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0759 ***********************************************************************
 GB0759  DESIGNATION -  441 5
 GB0759  PID         -  GB0759
 GB0759  STATE/COUNTY-  TN/ANDERSON
 GB0759  USGS QUAD   -  NORRIS (1990)
 GB0759
 GB0759                         *CURRENT SURVEY CONTROL
 GB0759  ___________________________________________________________________
 GB0759* NAD 83(1986)-  36 10 36.     (N)    084 02 59.     (W)     SCALED    
 GB0759* NAVD 88     -       300.992  (meters)     987.50   (feet)  ADJUSTED  
 GB0759  ___________________________________________________________________
 GB0759  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB0759  DYNAMIC HT  -         300.719 (meters)     986.61  (feet)  COMP
 GB0759  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 GB0759
 GB0759  VERT ORDER  -  SECOND    CLASS 0
 GB0759
 GB0759.The horizontal coordinates were scaled from a topographic map and have
 GB0759.an estimated accuracy of +/- 6 seconds.
 GB0759
 GB0759.The orthometric height was determined by differential leveling
 GB0759.and adjusted by the National Geodetic Survey in June 1991..
 GB0759
 GB0759.The geoid height was determined by GEOID03.
 GB0759
 GB0759.The dynamic height is computed by dividing the NAVD 88
 GB0759.geopotential number by the normal gravity value computed on the
 GB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0759.degrees latitude (g = 980.6199 gals.).
 GB0759
 GB0759.The modeled gravity was interpolated from observed gravity values.
 GB0759
 GB0759;                    North         East    Units  Estimated Accuracy
 GB0759;SPC TN       -   206,270.      775,430.      MT  (+/- 180 meters Scaled)
 GB0759
 GB0759                          SUPERSEDED SURVEY CONTROL
 GB0759
 GB0759  NGVD 29 (??/??/92)  301.122  (m)          987.93   (f) ADJ UNCH    2 0
 GB0759
 GB0759.Superseded values are not recommended for survey control.
 GB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0759.See file dsdata.txt to determine how the superseded data were derived.
 GB0759
 GB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF653075(NAD 83)
 GB0759_MARKER: DD = SURVEY DISK
 GB0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0759_STAMPING: 441-5 1964
 GB0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0759+STABILITY: SURFACE MOTION
 GB0759
 GB0759  HISTORY     - Date     Condition        Report By
 GB0759  HISTORY     - 1964     MONUMENTED       TNHD
 GB0759
 GB0759                          STATION DESCRIPTION
 GB0759
 GB0759'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0759'1.1 MI E FROM NORRIS.
 GB0759'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61, AT
 GB0759'NORRIS, GO EASTERLY ON U.S. HIGHWAY 441 FOR 1.1 MILES, TO THE
 GB0759'MARK ON THE RIGHT.  THE MARK IS 44.7 FEET WEST OF THE APPROXIMATE
 GB0759'CENTER OF U.S. HIGHWAY 441 AND 2.4 FEET NORTH OF A METAL WITNESS
 GB0759'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0759'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0759'MONUMENT, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0757 ***********************************************************************
 GB0757  DESIGNATION -  441 6
 GB0757  PID         -  GB0757
 GB0757  STATE/COUNTY-  TN/ANDERSON
 GB0757  USGS QUAD   -  NORRIS (1990)
 GB0757
 GB0757                         *CURRENT SURVEY CONTROL
 GB0757  ___________________________________________________________________
 GB0757* NAD 83(1986)-  36 09 20.     (N)    084 01 50.     (W)     SCALED    
 GB0757* NAVD 88     -       276.898  (meters)     908.46   (feet)  ADJUSTED  
 GB0757  ___________________________________________________________________
 GB0757  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB0757  DYNAMIC HT  -         276.645 (meters)     907.63  (feet)  COMP
 GB0757  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GB0757
 GB0757  VERT ORDER  -  SECOND    CLASS 0
 GB0757
 GB0757.The horizontal coordinates were scaled from a topographic map and have
 GB0757.an estimated accuracy of +/- 6 seconds.
 GB0757
 GB0757.The orthometric height was determined by differential leveling
 GB0757.and adjusted by the National Geodetic Survey in June 1991..
 GB0757
 GB0757.The geoid height was determined by GEOID03.
 GB0757
 GB0757.The dynamic height is computed by dividing the NAVD 88
 GB0757.geopotential number by the normal gravity value computed on the
 GB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0757.degrees latitude (g = 980.6199 gals.).
 GB0757
 GB0757.The modeled gravity was interpolated from observed gravity values.
 GB0757
 GB0757;                    North         East    Units  Estimated Accuracy
 GB0757;SPC TN       -   203,960.      777,210.      MT  (+/- 180 meters Scaled)
 GB0757
 GB0757                          SUPERSEDED SURVEY CONTROL
 GB0757
 GB0757  NGVD 29 (??/??/92)  277.022  (m)          908.86   (f) ADJ UNCH    2 0
 GB0757
 GB0757.Superseded values are not recommended for survey control.
 GB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0757.See file dsdata.txt to determine how the superseded data were derived.
 GB0757
 GB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF671052(NAD 83)
 GB0757_MARKER: DD = SURVEY DISK
 GB0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0757_SP_SET: BRIDGE
 GB0757_STAMPING: 441-6 1964
 GB0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0757
 GB0757  HISTORY     - Date     Condition        Report By
 GB0757  HISTORY     - 1964     MONUMENTED       TNHD
 GB0757
 GB0757                          STATION DESCRIPTION
 GB0757
 GB0757'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0757'3 MI E FROM NORRIS.
 GB0757'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0757'NORRIS, GO EASTERLY FOR 3.0 MILES TO THE INTERSECTION OF HICKORY
 GB0757'VALLEY ROAD AND THE MARK ON THE LEFT.  THE MARK IS CEMENTED FLUSH
 GB0757'IN A DRILLED HOLE, 25 FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST
 GB0757'END OF THE SOUTHWEST HEADWALL OF A 60 FOOT LONG ARCHED BRIDGE AND
 GB0757'APPROXIMATELY 2 FEET ABOVE THE SURFACE OF THE HIGHWAY.  THE MARK
 GB0757'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2476 ***********************************************************************
 GA2476  DESIGNATION -  441 7
 GA2476  PID         -  GA2476
 GA2476  STATE/COUNTY-  TN/KNOX
 GA2476  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2476
 GA2476                         *CURRENT SURVEY CONTROL
 GA2476  ___________________________________________________________________
 GA2476* NAD 83(1986)-  36 06 02.     (N)    083 57 27.     (W)     SCALED    
 GA2476* NAVD 88     -       347.295  (meters)    1139.42   (feet)  ADJUSTED  
 GA2476  ___________________________________________________________________
 GA2476  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2476  DYNAMIC HT  -         346.972 (meters)    1138.36  (feet)  COMP
 GA2476  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA2476
 GA2476  VERT ORDER  -  SECOND    CLASS 0
 GA2476
 GA2476.The horizontal coordinates were scaled from a topographic map and have
 GA2476.an estimated accuracy of +/- 6 seconds.
 GA2476
 GA2476.The orthometric height was determined by differential leveling
 GA2476.and adjusted by the National Geodetic Survey in June 1991..
 GA2476
 GA2476.The geoid height was determined by GEOID03.
 GA2476
 GA2476.The dynamic height is computed by dividing the NAVD 88
 GA2476.geopotential number by the normal gravity value computed on the
 GA2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2476.degrees latitude (g = 980.6199 gals.).
 GA2476
 GA2476.The modeled gravity was interpolated from observed gravity values.
 GA2476
 GA2476;                    North         East    Units  Estimated Accuracy
 GA2476;SPC TN       -   197,990.      783,900.      MT  (+/- 180 meters Scaled)
 GA2476
 GA2476                          SUPERSEDED SURVEY CONTROL
 GA2476
 GA2476  NGVD 29 (??/??/92)  347.406  (m)         1139.78   (f) ADJ UNCH    2 0
 GA2476
 GA2476.Superseded values are not recommended for survey control.
 GA2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2476.See file dsdata.txt to determine how the superseded data were derived.
 GA2476
 GA2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV337991(NAD 83)
 GA2476_MARKER: DD = SURVEY DISK
 GA2476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2476_SP_SET: BRIDGE
 GA2476_STAMPING: 441-7 1964
 GA2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2476
 GA2476  HISTORY     - Date     Condition        Report By
 GA2476  HISTORY     - 1964     MONUMENTED       TNHD
 GA2476
 GA2476                          STATION DESCRIPTION
 GA2476
 GA2476'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2476'2.2 MI NW FROM KNOXVILLE.
 GA2476'FROM THE JUNCTION OF U.S. HIGHWAY 441, AND STATE ROUTE 33 NEAR
 GA2476'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 2.25 MILES TO
 GA2476'THE INTERSECTION OF PELLAUX ROAD, AND THE MARK ON THE LEFT AT
 GA2476'AN ARCH BRIDGE.  THE MARK IS 43 FEET NORTHWEST OF THE APPROXIMATE
 GA2476'CENTER OF PELLAUX ROAD, AND 16 FEET SOUTHWEST OF THE APPROXIMATE
 GA2476'CENTER OF U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE
 GA2476'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GA2476'CENTER OF THE SOUTHWEST HEADWALL OF THE ARCH BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2474 ***********************************************************************
 GA2474  DESIGNATION -  441 8
 GA2474  PID         -  GA2474
 GA2474  STATE/COUNTY-  TN/KNOX
 GA2474  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2474
 GA2474                         *CURRENT SURVEY CONTROL
 GA2474  ___________________________________________________________________
 GA2474* NAD 83(1986)-  36 05 16.     (N)    083 56 37.     (W)     SCALED    
 GA2474* NAVD 88     -       338.750  (meters)    1111.38   (feet)  ADJUSTED  
 GA2474  ___________________________________________________________________
 GA2474  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2474  DYNAMIC HT  -         338.434 (meters)    1110.35  (feet)  COMP
 GA2474  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA2474
 GA2474  VERT ORDER  -  SECOND    CLASS 0
 GA2474
 GA2474.The horizontal coordinates were scaled from a topographic map and have
 GA2474.an estimated accuracy of +/- 6 seconds.
 GA2474
 GA2474.The orthometric height was determined by differential leveling
 GA2474.and adjusted by the National Geodetic Survey in June 1991..
 GA2474
 GA2474.The geoid height was determined by GEOID03.
 GA2474
 GA2474.The dynamic height is computed by dividing the NAVD 88
 GA2474.geopotential number by the normal gravity value computed on the
 GA2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2474.degrees latitude (g = 980.6199 gals.).
 GA2474
 GA2474.The modeled gravity was interpolated from observed gravity values.
 GA2474
 GA2474;                    North         East    Units  Estimated Accuracy
 GA2474;SPC TN       -   196,600.      785,190.      MT  (+/- 180 meters Scaled)
 GA2474
 GA2474                          SUPERSEDED SURVEY CONTROL
 GA2474
 GA2474  NGVD 29 (??/??/92)  338.860  (m)         1111.74   (f) ADJ UNCH    2 0
 GA2474
 GA2474.Superseded values are not recommended for survey control.
 GA2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2474.See file dsdata.txt to determine how the superseded data were derived.
 GA2474
 GA2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349976(NAD 83)
 GA2474_MARKER: DD = SURVEY DISK
 GA2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2474_STAMPING: 441-8 1964
 GA2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2474+STABILITY: SURFACE MOTION
 GA2474
 GA2474  HISTORY     - Date     Condition        Report By
 GA2474  HISTORY     - 1964     MONUMENTED       TNHD
 GA2474  HISTORY     - 1980     GOOD             NGS
 GA2474
 GA2474                          STATION DESCRIPTION
 GA2474
 GA2474'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2474'1 MI NW FROM KNOXVILLE.
 GA2474'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2474'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 0.95 MILE
 GA2474'TO THE MARK ON THE LEFT.  THE MARK IS 26 FEET SOUTHWEST OF THE
 GA2474'APPROXIMATE CENTER OF U.S. HIGHWAY 441, 8 FEET NORTHEAST OF THE
 GA2474'APPROXIMATE CENTER OF A GRAVELED DRIVE, 8 FEET WEST OF A 6-INCH
 GA2474'PINE TREE AND 2.3 FEET NORTHWEST OF A METAL WITNESS POST WITH
 GA2474'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2474'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2474
 GA2474                          STATION RECOVERY (1980)
 GA2474
 GA2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2474'NORTHWEST 1.05 MILES ON U.S. HIGHWAY 441 FROM STATE HIGHWAY 33 AT
 GA2474'HALLS CROSSROAD, 1 FOOT ABOVE PAVEMENT, 4.5 FEET NORTHWEST OF A 10
 GA2474'INCH PINE TREE AND 77 FEET EAST OF A 14 INCH HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2593 ***********************************************************************
 GA2593  DESIGNATION -  442
 GA2593  PID         -  GA2593
 GA2593  STATE/COUNTY-  TN/CLAIBORNE
 GA2593  USGS QUAD   -  TAZEWELL (1971)
 GA2593
 GA2593                         *CURRENT SURVEY CONTROL
 GA2593  ___________________________________________________________________
 GA2593* NAD 83(1995)-  36 28 50.81015(N)    083 34 59.21138(W)     ADJUSTED  
 GA2593* NAVD 88     -       521.754  (meters)    1711.79   (feet)  ADJUSTED  
 GA2593  ___________________________________________________________________
 GA2593  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 GA2593  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2593  DYNAMIC HT  -         521.281 (meters)    1710.24  (feet)  COMP
 GA2593  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2593
 GA2593  HORZ ORDER  -  SECOND
 GA2593  VERT ORDER  -  SECOND    CLASS 0
 GA2593
 GA2593.The horizontal coordinates were established by classical geodetic methods
 GA2593.and adjusted by the National Geodetic Survey in April 1999..
 GA2593
 GA2593.The orthometric height was determined by differential leveling
 GA2593.and adjusted by the National Geodetic Survey in June 1991..
 GA2593
 GA2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2593
 GA2593.The geoid height was determined by GEOID03.
 GA2593
 GA2593.The dynamic height is computed by dividing the NAVD 88
 GA2593.geopotential number by the normal gravity value computed on the
 GA2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2593.degrees latitude (g = 980.6199 gals.).
 GA2593
 GA2593.The modeled gravity was interpolated from observed gravity values.
 GA2593
 GA2593;                    North         East     Units Scale Factor Converg.
 GA2593;SPC TN       -   240,937.486   816,565.538   MT  1.00001200   +1 24 53.8
 GA2593;SPC TN       -   790,475.74  2,679,015.44   sFT  1.00001200   +1 24 53.8
 GA2593;UTM  17      - 4,040,378.877   268,588.188   MT  1.00025983   -1 32 11.3
 GA2593
 GA2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2593!SPC TN       -   0.99992294  x   1.00001200  =   0.99993494
 GA2593!UTM  17      -   0.99992294  x   1.00025983  =   1.00018275
 GA2593
 GA2593|---------------------------------------------------------------------|
 GA2593| PID    Reference Object                     Distance      Geod. Az  |
 GA2593|                                                           dddmmss.s |
 GA2593| GA2594 442 RM 1                              5.889 METERS 14439     |
 GA2593| GA3529 FUGATE                              APPROX. 4.9 KM 1451904.5 |
 GA2593| GA2592 442 RM 2                              5.154 METERS 29251     |
 GA2593| GA3531 JAYNES                              APPROX. 2.1 KM 3290613.3 |
 GA2593|---------------------------------------------------------------------|
 GA2593
 GA2593                          SUPERSEDED SURVEY CONTROL
 GA2593
 GA2593  NAD 83(1995)-  36 28 50.81274(N)    083 34 59.21331(W) AD(       ) 2
 GA2593  NAD 83(1995)-  36 28 50.81087(N)    083 34 59.20547(W) AD(       ) 2
 GA2593  NAD 83(1995)-  36 28 50.81928(N)    083 34 59.21258(W) AD(       ) 2
 GA2593  NAD 83(1986)-  36 28 50.82090(N)    083 34 59.21220(W) AD(       ) 2
 GA2593  NAD 27      -  36 28 50.52796(N)    083 34 59.54855(W) AD(       ) 2
 GA2593  NGVD 29 (??/??/92)  521.866  (m)         1712.16   (f) ADJ UNCH    2 0
 GA2593
 GA2593.Superseded values are not recommended for survey control.
 GA2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2593.See file dsdata.txt to determine how the superseded data were derived.
 GA2593
 GA2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6858840379(NAD 83)
 GA2593_MARKER: DB = BENCH MARK DISK
 GA2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2593_STAMPING: 442
 GA2593_MARK LOGO: TNGS  
 GA2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2593+STABILITY: SURFACE MOTION
 GA2593
 GA2593  HISTORY     - Date     Condition        Report By
 GA2593  HISTORY     - 1963     MONUMENTED       TNHD
 GA2593  HISTORY     - 1963     GOOD             TNHD
 GA2593  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2593
 GA2593                          STATION DESCRIPTION
 GA2593
 GA2593'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2593'THE STATION IS LOCATED ON THE PROPERTY OF MR. STIRL WHITAKER ABOUT 2
 GA2593'MILES NORTHWEST OF
 GA2593'TAZEWELL.
 GA2593'
 GA2593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2593'ROUTE 33 IN TAZEWELL, GO
 GA2593'NORTHERLY ON U.S.  HIGHWAY 25E FOR 2.2 MILES TO A
 GA2593'PAVED ROAD RIGHT, TURN RIGHT, THEN
 GA2593'IMMEDIATELY LEFT, AND FOLLOW PAVED
 GA2593'ROAD NORTH AND EASTERLY FOR 0.2 MILE TO THE STATION
 GA2593'ON THE RIGHT IN
 GA2593'OPEN FIELD AS DESCRIBED.
 GA2593'
 GA2593'THE STATION IS 154 FEET EAST OF A WIRE FENCE AND 3.7 FEET EAST OF A
 GA2593'METAL WITNESS POST AND
 GA2593'SIGN.  IT IS A U.  S.  COAST AND GEODETIC AND STATE
 GA2593'SURVEY DISK SET IN A 6-INCH SQUARE,
 GA2593'CONCRETE MONUMENT PROJECTING 12
 GA2593'INCHES AND THE DISK IS STAMPED 442.
 GA2593'
 GA2593'REFERENCE MARK NO. 1 IS 173 FEET SOUTHEAST OF A WIRE FENCE.  IT IS A
 GA2593'STANDARD TENNESSEE HIGHWAY
 GA2593'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2593'CONCRETE MONUMENT AND THE DISK IS
 GA2593'STAMPED TGS 442 RM-1 1963.
 GA2593'
 GA2593'REFERENCE MARK NO. 2 IS 137 FEET EAST OF A WIRE FENCE.  IT IS A
 GA2593'STANDARD TENNESSEE
 GA2593'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2593'CONCRETE MONUMENT AND THE
 GA2593'DISK IS STAMPED TGS 442 RM-2 1963.
 GA2593'
 GA2593'TRAVERSE STATIONS JAYNES AND/OR FUGATE WILL SERVE AS AZIMUTH MARKS.
 GA2593'
 GA2593'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2593
 GA2593                          STATION RECOVERY (1963)
 GA2593
 GA2593'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2593'2 MI NW FROM TAZEWELL.
 GA2593'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2593'TAZEWELL, GO NORTHERLY ON U.S. HIGHWAY 25E FOR 2.2 MILES TO A
 GA2593'PAVED ROAD ON THE RIGHT.  TURN RIGHT, THEN IMMEDIATELY LEFT, AND
 GA2593'FOLLOW PAVED ROAD NORTH AND EASTERLY FOR 0.2 MILE TO THE STATION
 GA2593'ON THE RIGHT IN AN OPEN FIELD.  THE STATION MARK IS LOCATED ON
 GA2593'THE PROPERTY OF MR. STIRL WHITAKER, 154 FEET EAST OF A WIRE
 GA2593'FENCE AND 3.7 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A
 GA2593'U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN TOP OF A
 GA2593'6-INCH SQUARE, CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE THE
 GA2593'SURFACE.
 GA2593
 GA2593                          STATION RECOVERY (1980)
 GA2593
 GA2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2593'THE STATION AND REFERENCE MARKS WERE NOT FOUND AND THOUGHT DESTROYED
 GA2593'BY FARMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2594 ***********************************************************************
 GA2594  DESIGNATION -  442 RM 1
 GA2594  PID         -  GA2594
 GA2594  STATE/COUNTY-  TN/CLAIBORNE
 GA2594  USGS QUAD   -  TAZEWELL (1971)
 GA2594
 GA2594                         *CURRENT SURVEY CONTROL
 GA2594  ___________________________________________________________________
 GA2594* NAD 83(1986)-  36 28 50.     (N)    083 35 00.     (W)     SCALED    
 GA2594* NAVD 88     -       521.487  (meters)    1710.91   (feet)  ADJUSTED  
 GA2594  ___________________________________________________________________
 GA2594  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2594  DYNAMIC HT  -         521.015 (meters)    1709.36  (feet)  COMP
 GA2594  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2594
 GA2594  VERT ORDER  -  SECOND    CLASS 0
 GA2594
 GA2594.The horizontal coordinates were scaled from a topographic map and have
 GA2594.an estimated accuracy of +/- 6 seconds.
 GA2594
 GA2594.The orthometric height was determined by differential leveling
 GA2594.and adjusted by the National Geodetic Survey in June 1991..
 GA2594
 GA2594.The geoid height was determined by GEOID03.
 GA2594
 GA2594.The dynamic height is computed by dividing the NAVD 88
 GA2594.geopotential number by the normal gravity value computed on the
 GA2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2594.degrees latitude (g = 980.6199 gals.).
 GA2594
 GA2594.The modeled gravity was interpolated from observed gravity values.
 GA2594
 GA2594;                    North         East    Units  Estimated Accuracy
 GA2594;SPC TN       -   240,910.      816,550.      MT  (+/- 180 meters Scaled)
 GA2594
 GA2594                          SUPERSEDED SURVEY CONTROL
 GA2594
 GA2594  NGVD 29 (??/??/92)  521.599  (m)         1711.28   (f) ADJ UNCH    2 0
 GA2594
 GA2594.Superseded values are not recommended for survey control.
 GA2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2594.See file dsdata.txt to determine how the superseded data were derived.
 GA2594
 GA2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685403(NAD 83)
 GA2594_MARKER: DD = SURVEY DISK
 GA2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2594_STAMPING: TGS 442 RM-1 1963
 GA2594_MARK LOGO: TNHD  
 GA2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2594+STABILITY: SURFACE MOTION
 GA2594
 GA2594  HISTORY     - Date     Condition        Report By
 GA2594  HISTORY     - 1963     MONUMENTED       TNHD
 GA2594
 GA2594                          STATION DESCRIPTION
 GA2594
 GA2594'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2594'2 MI NW FROM TAZEWELL.
 GA2594'THIS MARK IS LOCATED AT THE 442 STATION SITE, 173 FEET SOUTHEAST
 GA2594'OF A WIRE FENCE AND 19 FEET SOUTHEAST OF THE STATION.  THE MARK
 GA2594'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2594'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2592 ***********************************************************************
 GA2592  DESIGNATION -  442 RM 2
 GA2592  PID         -  GA2592
 GA2592  STATE/COUNTY-  TN/CLAIBORNE
 GA2592  USGS QUAD   -  TAZEWELL (1971)
 GA2592
 GA2592                         *CURRENT SURVEY CONTROL
 GA2592  ___________________________________________________________________
 GA2592* NAD 83(1986)-  36 28 50.     (N)    083 35 00.     (W)     SCALED    
 GA2592* NAVD 88     -       521.155  (meters)    1709.82   (feet)  ADJUSTED  
 GA2592  ___________________________________________________________________
 GA2592  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2592  DYNAMIC HT  -         520.683 (meters)    1708.27  (feet)  COMP
 GA2592  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2592
 GA2592  VERT ORDER  -  SECOND    CLASS 0
 GA2592
 GA2592.The horizontal coordinates were scaled from a topographic map and have
 GA2592.an estimated accuracy of +/- 6 seconds.
 GA2592
 GA2592.The orthometric height was determined by differential leveling
 GA2592.and adjusted by the National Geodetic Survey in June 1991..
 GA2592
 GA2592.The geoid height was determined by GEOID03.
 GA2592
 GA2592.The dynamic height is computed by dividing the NAVD 88
 GA2592.geopotential number by the normal gravity value computed on the
 GA2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2592.degrees latitude (g = 980.6199 gals.).
 GA2592
 GA2592.The modeled gravity was interpolated from observed gravity values.
 GA2592
 GA2592;                    North         East    Units  Estimated Accuracy
 GA2592;SPC TN       -   240,910.      816,550.      MT  (+/- 180 meters Scaled)
 GA2592
 GA2592                          SUPERSEDED SURVEY CONTROL
 GA2592
 GA2592  NGVD 29 (??/??/92)  521.267  (m)         1710.19   (f) ADJ UNCH    2 0
 GA2592
 GA2592.Superseded values are not recommended for survey control.
 GA2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2592.See file dsdata.txt to determine how the superseded data were derived.
 GA2592
 GA2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685403(NAD 83)
 GA2592_MARKER: DD = SURVEY DISK
 GA2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2592_STAMPING: TGS 442 RM-2 1963
 GA2592_MARK LOGO: TNHD  
 GA2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2592+STABILITY: SURFACE MOTION
 GA2592
 GA2592  HISTORY     - Date     Condition        Report By
 GA2592  HISTORY     - 1963     MONUMENTED       TNHD
 GA2592
 GA2592                          STATION DESCRIPTION
 GA2592
 GA2592'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2592'2 MI NW FROM TAZEWELL.
 GA2592'THIS MARK IS LOCATED AT THE 442 STATION SITE, 137 FEET SOUTHEAST
 GA2592'OF A WIRE FENCE AND 17 FEET WEST OF THE STATION.  THE MARK IS A
 GA2592'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2592'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1387 ***********************************************************************
 GC1387  DESIGNATION -  45
 GC1387  PID         -  GC1387
 GC1387  STATE/COUNTY-  TN/MONTGOMERY
 GC1387  USGS QUAD   -  EXCELL (1983)
 GC1387
 GC1387                         *CURRENT SURVEY CONTROL
 GC1387  ___________________________________________________________________
 GC1387* NAD 83(1986)-  36 28 58.     (N)    087 17 49.     (W)     SCALED    
 GC1387* NAVD 88     -       121.620  (meters)     399.01   (feet)  ADJUSTED  
 GC1387  ___________________________________________________________________
 GC1387  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1387  DYNAMIC HT  -         121.518 (meters)     398.68  (feet)  COMP
 GC1387  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC1387
 GC1387  VERT ORDER  -  FIRST     CLASS II
 GC1387
 GC1387.The horizontal coordinates were scaled from a topographic map and have
 GC1387.an estimated accuracy of +/- 6 seconds.
 GC1387
 GC1387.The orthometric height was determined by differential leveling
 GC1387.and adjusted by the National Geodetic Survey in June 1991..
 GC1387
 GC1387.The geoid height was determined by GEOID03.
 GC1387
 GC1387.The dynamic height is computed by dividing the NAVD 88
 GC1387.geopotential number by the normal gravity value computed on the
 GC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1387.degrees latitude (g = 980.6199 gals.).
 GC1387
 GC1387.The modeled gravity was interpolated from observed gravity values.
 GC1387
 GC1387;                    North         East    Units  Estimated Accuracy
 GC1387;SPC TN       -   239,260.      483,780.      MT  (+/- 180 meters Scaled)
 GC1387
 GC1387                          SUPERSEDED SURVEY CONTROL
 GC1387
 GC1387  NGVD 29 (??/??/92)  121.683  (m)          399.22   (f) ADJ UNCH    1 2
 GC1387
 GC1387.Superseded values are not recommended for survey control.
 GC1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1387.See file dsdata.txt to determine how the superseded data were derived.
 GC1387
 GC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF734375(NAD 83)
 GC1387_MARKER: DD = SURVEY DISK
 GC1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1387_STAMPING: JAN FEB NO 45
 GC1387_MARK LOGO: USE   
 GC1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1387+STABILITY: SURFACE MOTION
 GC1387
 GC1387  HISTORY     - Date     Condition        Report By
 GC1387  HISTORY     - UNK      MONUMENTED       DOD
 GC1387  HISTORY     - 1949     GOOD             NGS
 GC1387  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1387
 GC1387                          STATION DESCRIPTION
 GC1387
 GC1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1387'5.6 MI SE FROM CLARKSVILLE.
 GC1387'5.6 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1387'STATION AT CLARKSVILLE, ABOUT 0.15 MILE NORTH OF THE NORTH END
 GC1387'OF TRESTLE NO. H 50-16 OVER MC ADOO CREEK, AT A SMALL ROAD
 GC1387'CROSSING, 30.4 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH OF THE
 GC1387'CENTER LINE OF THE ROAD, 17.8 FEET EAST OF THE R/W FENCE LINE,
 GC1387'28 FEET SOUTHEAST OF A 24-INCH ELM TREE IN A FENCE CORNER, 34.5
 GC1387'FEET SOUTH AND ACROSS THE ROAD FROM B.M. X 3 (USC AND GS), 1 1/2
 GC1387'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE
 GC1387'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1387
 GC1387                          STATION RECOVERY (1984)
 GC1387
 GC1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1387'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2583 ***********************************************************************
 AJ2583  DESIGNATION -  45
 AJ2583  PID         -  AJ2583
 AJ2583  STATE/COUNTY-  TN/SHELBY
 AJ2583  USGS QUAD   -  EADS (1983)
 AJ2583
 AJ2583                         *CURRENT SURVEY CONTROL
 AJ2583  ___________________________________________________________________
 AJ2583* NAD 83(1995)-  35 14 54.15091(N)    089 41 29.99190(W)     ADJUSTED  
 AJ2583* NAVD 88     -        84.2    (meters)     276.     (feet)  GPS OBS   
 AJ2583  ___________________________________________________________________
 AJ2583  X           -      28,062.187 (meters)                     COMP
 AJ2583  Y           -  -5,214,543.681 (meters)                     COMP
 AJ2583  Z           -   3,660,437.472 (meters)                     COMP
 AJ2583  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AJ2583  ELLIP HEIGHT-          56.80  (meters)          (04/26/01) GPS OBS
 AJ2583  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AJ2583
 AJ2583  HORZ ORDER  -  FIRST
 AJ2583  ELLP ORDER  -  FOURTH    CLASS I
 AJ2583
 AJ2583.The horizontal coordinates were established by GPS observations
 AJ2583.and adjusted by the National Geodetic Survey in April 2001..
 AJ2583
 AJ2583.The orthometric height was determined by GPS observations and a
 AJ2583.high-resolution geoid model.
 AJ2583
 AJ2583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2583
 AJ2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2583
 AJ2583.The ellipsoidal height was determined by GPS observations
 AJ2583.and is referenced to NAD 83.
 AJ2583
 AJ2583.The geoid height was determined by GEOID03.
 AJ2583
 AJ2583;                    North         East     Units Scale Factor Converg.
 AJ2583;SPC TN       -   107,860.338   264,095.789   MT  1.00000029   -2 09 40.5
 AJ2583;SPC TN       -   353,871.79    866,454.27   sFT  1.00000029   -2 09 40.5
 AJ2583;UTM  16      - 3,903,908.900   255,095.344   MT  1.00033923   -1 33 15.1
 AJ2583
 AJ2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2583!SPC TN       -   0.99999108  x   1.00000029  =   0.99999137
 AJ2583!UTM  16      -   0.99999108  x   1.00033923  =   1.00033031
 AJ2583
 AJ2583                          SUPERSEDED SURVEY CONTROL
 AJ2583
 AJ2583.No superseded survey control is available for this station.
 AJ2583
 AJ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5509503909(NAD 83)
 AJ2583_MARKER: DD = SURVEY DISK
 AJ2583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2583+WITH SETTING: INFORMATION.
 AJ2583_STAMPING: 045
 AJ2583_MARK LOGO: MLGW  
 AJ2583_PROJECTION: FLUSH
 AJ2583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2583+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2583_ROD/PIPE-DEPTH:  0.8 meters
 AJ2583
 AJ2583  HISTORY     - Date     Condition        Report By
 AJ2583  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2583
 AJ2583                          STATION DESCRIPTION
 AJ2583
 AJ2583'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2583'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2583'ARLINGTON TENNESSEE.
 AJ2583'TO REACH THE STATION FROM THE INTERSECTION OF CANADA ROAD AND
 AJ2583'INTERSTATE 40 (I-40) PROCEED EAST BOUND ON I-40 APPROXIMATELY 3.10
 AJ2583'MILES (4.99 KM) TO THE STATION ON THE LEFT.
 AJ2583'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2583'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2583'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2583'SEPERATING EAST AND WEST BOUND LANES OF I-40.  APPROXIMATELY 0.60 MILE
 AJ2583'(0.97 KM) EAST OF CHAMBERS CHAPEL ROAD, APPROXIMATELY 1.00 MILE (1.61
 AJ2583'KM) WEST OF PAUL BARRET PARKWAY (TN HWY-385) , 0.40 MILE (0.64 KM)
 AJ2583'EAST OF MILE MARKER 23, 648.20 FEET (197.57 M) WEST OF THE WEST END OF
 AJ2583'A CONCRETE BRIDGE OVER CLEAR CREEK DRAINAGE DITCH, BRIDGE NO.
 AJ2583'79-1-40-27.15, 9.00 FEET (2.74 M) NORTH OF THE NORTH EDGE OF PAVEMENT
 AJ2583'OF EAST BOUND LANES.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2583'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2584 ***********************************************************************
 AJ2584  DESIGNATION -  46
 AJ2584  PID         -  AJ2584
 AJ2584  STATE/COUNTY-  TN/SHELBY
 AJ2584  USGS QUAD   -  ARLINGTON (1973)
 AJ2584
 AJ2584                         *CURRENT SURVEY CONTROL
 AJ2584  ___________________________________________________________________
 AJ2584* NAD 83(1995)-  35 15 57.54193(N)    089 43 16.74133(W)     ADJUSTED  
 AJ2584* NAVD 88     -        89.2    (meters)     293.     (feet)  GPS OBS   
 AJ2584  ___________________________________________________________________
 AJ2584  X           -      25,358.005 (meters)                     COMP
 AJ2584  Y           -  -5,213,433.950 (meters)                     COMP
 AJ2584  Z           -   3,662,035.663 (meters)                     COMP
 AJ2584  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ2584  ELLIP HEIGHT-          61.88  (meters)          (04/26/01) GPS OBS
 AJ2584  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2584
 AJ2584  HORZ ORDER  -  FIRST
 AJ2584  ELLP ORDER  -  FOURTH    CLASS I
 AJ2584
 AJ2584.The horizontal coordinates were established by GPS observations
 AJ2584.and adjusted by the National Geodetic Survey in April 2001..
 AJ2584
 AJ2584.The orthometric height was determined by GPS observations and a
 AJ2584.high-resolution geoid model.
 AJ2584
 AJ2584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2584
 AJ2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2584
 AJ2584.The ellipsoidal height was determined by GPS observations
 AJ2584.and is referenced to NAD 83.
 AJ2584
 AJ2584.The geoid height was determined by GEOID03.
 AJ2584
 AJ2584;                    North         East     Units Scale Factor Converg.
 AJ2584;SPC TN       -   109,914.700   261,473.261   MT  0.99999722   -2 10 43.0
 AJ2584;SPC TN       -   360,611.81    857,850.19   sFT  0.99999722   -2 10 43.0
 AJ2584;UTM  16      - 3,905,936.078   252,450.283   MT  1.00035528   -1 34 19.2
 AJ2584
 AJ2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2584!SPC TN       -   0.99999029  x   0.99999722  =   0.99998751
 AJ2584!UTM  16      -   0.99999029  x   1.00035528  =   1.00034556
 AJ2584
 AJ2584                          SUPERSEDED SURVEY CONTROL
 AJ2584
 AJ2584.No superseded survey control is available for this station.
 AJ2584
 AJ2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5245005936(NAD 83)
 AJ2584_MARKER: DD = SURVEY DISK
 AJ2584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2584+WITH SETTING: INFORMATION.
 AJ2584_STAMPING: 046
 AJ2584_MARK LOGO: MLGW  
 AJ2584_PROJECTION: FLUSH
 AJ2584_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2584+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2584_ROD/PIPE-DEPTH:  0.8 meters
 AJ2584
 AJ2584  HISTORY     - Date     Condition        Report By
 AJ2584  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2584  HISTORY     - 20030507 GOOD             TN1620
 AJ2584
 AJ2584                          STATION DESCRIPTION
 AJ2584
 AJ2584'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2584'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2584'LAKELAND TENNESSEE.
 AJ2584'TO REACH THE STATION FROM THE INTERSECTION OF CANADA ROAD AND HIGHWAY
 AJ2584'70 (HWY 70-79) PROCEED EASTERLY ON HWY 70 FOR APPROXIMATELY 1.80 MILE
 AJ2584'(2.90 KM) TO EVERGREEN ROAD (EVERGREEN ROAD TO NORTH) .  THE STATION
 AJ2584'IS ON THE LEFT.
 AJ2584'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2584'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2584'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 680.50 FEET (207.42 M)
 AJ2584'WEST OF THE CENTERLINE OF EVERGREEN ROAD, 80.00 FEET (24.38 M)
 AJ2584'SOUTHWEST OF A WOOD LIGHT POLE NO.  206896, 68.20 FEET (20.79 M) NORTH
 AJ2584'OF A FIRE HYDRANT, 59.30 FEET (18.07 M) WEST OF A GRAVEL DRIVEWAY TO
 AJ2584'ADDRESS 10230 HIGHWAY 70, 42.00 FEET (12.80 M) WEST OF A WOOD POWER
 AJ2584'POLE NO.  36447, 32.40 FEET (9.88 M) NORTH OF THE CENTERLINE OF HWY
 AJ2584'70.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2584
 AJ2584                          STATION RECOVERY (2003)
 AJ2584
 AJ2584'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0953 ***********************************************************************
 GB0953  DESIGNATION -  46 RHP
 GB0953  PID         -  GB0953
 GB0953  STATE/COUNTY-  TN/FENTRESS
 GB0953  USGS QUAD   -  JAMESTOWN (1979)
 GB0953
 GB0953                         *CURRENT SURVEY CONTROL
 GB0953  ___________________________________________________________________
 GB0953* NAD 83(1986)-  36 27 12.     (N)    084 54 46.     (W)     SCALED    
 GB0953* NAVD 88     -       537.837  (meters)    1764.55   (feet)  ADJUSTED  
 GB0953  ___________________________________________________________________
 GB0953  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0953  DYNAMIC HT  -         537.364 (meters)    1763.00  (feet)  COMP
 GB0953  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 GB0953
 GB0953  VERT ORDER  -  SECOND    CLASS 0
 GB0953
 GB0953.The horizontal coordinates were scaled from a topographic map and have
 GB0953.an estimated accuracy of +/- 6 seconds.
 GB0953
 GB0953.The orthometric height was determined by differential leveling
 GB0953.and adjusted by the National Geodetic Survey in June 1991..
 GB0953
 GB0953.The geoid height was determined by GEOID03.
 GB0953
 GB0953.The dynamic height is computed by dividing the NAVD 88
 GB0953.geopotential number by the normal gravity value computed on the
 GB0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0953.degrees latitude (g = 980.6199 gals.).
 GB0953
 GB0953.The modeled gravity was interpolated from observed gravity values.
 GB0953
 GB0953;                    North         East    Units  Estimated Accuracy
 GB0953;SPC TN       -   235,760.      697,460.      MT  (+/- 180 meters Scaled)
 GB0953
 GB0953                          SUPERSEDED SURVEY CONTROL
 GB0953
 GB0953  NGVD 29 (??/??/92)  537.944  (m)         1764.90   (f) ADJ UNCH    2 0
 GB0953
 GB0953.Superseded values are not recommended for survey control.
 GB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0953.See file dsdata.txt to determine how the superseded data were derived.
 GB0953
 GB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF870362(NAD 83)
 GB0953_MARKER: DD = SURVEY DISK
 GB0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0953_STAMPING: 46 RHP 1950 1764.905
 GB0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0953+STABILITY: SURFACE MOTION
 GB0953
 GB0953  HISTORY     - Date     Condition        Report By
 GB0953  HISTORY     - 1950     MONUMENTED       USGS
 GB0953  HISTORY     - 1958     GOOD             NGS
 GB0953
 GB0953                          STATION DESCRIPTION
 GB0953
 GB0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0953'2.5 MI NE FROM JAMESTOWN.
 GB0953'0.2 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE AT
 GB0953'JAMESTOWN, THENCE 0.15 MILE EAST ALONG CHURCH AVE., THENCE 2.15
 GB0953'MILES NORTHEAST ALONG GRAVEL ROAD, 2.65 MILES SOUTHWEST OF THE
 GB0953'SCHOOL AT EAST JAMESTOWN, 15 FEET NORTHWEST OF THE CENTER OF ROAD
 GB0953'AND ALONG THE SHOULDER OF ROAD, ABOUT 12 FEET SOUTHEAST OF THE
 GB0953'CENTER OF OLD RAILROAD GRADE, TRACKS HAVE BEEN REMOVED, A NEW
 GB0953'ROAD HAS BEEN CONSTRUCTED AND THE MARK IS NOW ABOUT 10 INCHES
 GB0953'ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1635 ***********************************************************************
 GC1635  DESIGNATION -  461.9
 GC1635  PID         -  GC1635
 GC1635  STATE/COUNTY-  TN/HUMPHREYS
 GC1635  USGS QUAD   -  HALLS CREEK (1973)
 GC1635
 GC1635                         *CURRENT SURVEY CONTROL
 GC1635  ___________________________________________________________________
 GC1635* NAD 83(1986)-  36 09 25.     (N)    087 46 21.     (W)     SCALED    
 GC1635* NAVD 88     -       140.704  (meters)     461.63   (feet)  ADJUSTED  
 GC1635  ___________________________________________________________________
 GC1635  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1635  DYNAMIC HT  -         140.583 (meters)     461.23  (feet)  COMP
 GC1635  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC1635
 GC1635  VERT ORDER  -  SECOND    CLASS 0
 GC1635
 GC1635.The horizontal coordinates were scaled from a topographic map and have
 GC1635.an estimated accuracy of +/- 6 seconds.
 GC1635
 GC1635.The orthometric height was determined by differential leveling
 GC1635.and adjusted by the National Geodetic Survey in June 1991..
 GC1635
 GC1635.The geoid height was determined by GEOID03.
 GC1635
 GC1635.The dynamic height is computed by dividing the NAVD 88
 GC1635.geopotential number by the normal gravity value computed on the
 GC1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1635.degrees latitude (g = 980.6199 gals.).
 GC1635
 GC1635.The modeled gravity was interpolated from observed gravity values.
 GC1635
 GC1635;                    North         East    Units  Estimated Accuracy
 GC1635;SPC TN       -   203,770.      440,520.      MT  (+/- 180 meters Scaled)
 GC1635
 GC1635                          SUPERSEDED SURVEY CONTROL
 GC1635
 GC1635  NGVD 29 (??/??/92)  140.738  (m)          461.74   (f) ADJ UNCH    2 0
 GC1635
 GC1635.Superseded values are not recommended for survey control.
 GC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1635.See file dsdata.txt to determine how the superseded data were derived.
 GC1635
 GC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF305016(NAD 83)
 GC1635_MARKER: DD = SURVEY DISK
 GC1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1635_SP_SET: BRIDGE
 GC1635_STAMPING: 461.886 TT 4 RS 1935
 GC1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1635
 GC1635  HISTORY     - Date     Condition        Report By
 GC1635  HISTORY     - 1935     MONUMENTED       USGS
 GC1635  HISTORY     - 1934     GOOD             NGS
 GC1635
 GC1635                          STATION DESCRIPTION
 GC1635
 GC1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1635'5.5 MI N FROM WAVERLY.
 GC1635'5.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1635'COUNTY, AT THE BRIDGE OVER RICHLAND CREEK, AND IN THE TOP OF THE
 GC1635'SOUTHWEST CONCRETE WING WALL.  A UNITES STATES GEOLOGICAL SURVEY
 GC1635'STANDARD DISK, STAMPED 461.886 TT 4 RS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1669 ***********************************************************************
 FE1669  DESIGNATION -  46=51/1 BOLT
 FE1669  PID         -  FE1669
 FE1669  STATE/COUNTY-  TN/TIPTON
 FE1669  USGS QUAD   -  NODENA (1983)
 FE1669
 FE1669                         *CURRENT SURVEY CONTROL
 FE1669  ___________________________________________________________________
 FE1669* NAD 83(1986)-  35 30 55.     (N)    089 53 14.     (W)     SCALED    
 FE1669* NAVD 88     -       103.248  (meters)     338.74   (feet)  ADJUSTED  
 FE1669  ___________________________________________________________________
 FE1669  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1669  DYNAMIC HT  -         103.158 (meters)     338.44  (feet)  COMP
 FE1669  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE1669
 FE1669  VERT ORDER  -  FIRST     CLASS II
 FE1669
 FE1669.The horizontal coordinates were scaled from a topographic map and have
 FE1669.an estimated accuracy of +/- 6 seconds.
 FE1669
 FE1669.The orthometric height was determined by differential leveling
 FE1669.and adjusted by the National Geodetic Survey in June 1991..
 FE1669
 FE1669.The geoid height was determined by GEOID03.
 FE1669
 FE1669.The dynamic height is computed by dividing the NAVD 88
 FE1669.geopotential number by the normal gravity value computed on the
 FE1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1669.degrees latitude (g = 980.6199 gals.).
 FE1669
 FE1669.The modeled gravity was interpolated from observed gravity values.
 FE1669
 FE1669;                    North         East    Units  Estimated Accuracy
 FE1669;SPC TN       -   138,140.      247,490.      MT  (+/- 180 meters Scaled)
 FE1669
 FE1669                          SUPERSEDED SURVEY CONTROL
 FE1669
 FE1669  NGVD 29 (??/??/??)  103.220  (m)          338.65   (f) ADJUSTED    1 2
 FE1669
 FE1669.Superseded values are not recommended for survey control.
 FE1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1669.See file dsdata.txt to determine how the superseded data were derived.
 FE1669
 FE1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE381340(NAD 83)
 FE1669_MARKER: B = BOLT
 FE1669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1669_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1669_STAMPING: PBM
 FE1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1669
 FE1669  HISTORY     - Date     Condition        Report By
 FE1669  HISTORY     - UNK      MONUMENTED       MRC
 FE1669  HISTORY     - 1957     GOOD             CGS
 FE1669
 FE1669                          STATION DESCRIPTION
 FE1669
 FE1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1669'0.4 MI SW FROM RANDOLPH.
 FE1669'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1669'CHURCH AT RANDOLPH, THENCE 0.25 MILE SOUTHWEST ALONG A GRAVEL
 FE1669'ROAD, 0.1 MILE NORTH-NORTHWEST AND ACROSS A PASTURE FROM THE
 FE1669'ROAD, NEAR THE NORTH END OF A HIGH NARROW RIDGE BETWEEN THE
 FE1669'MISSISSIPPI RIVER AND THE SOUTHWEST-NORTHEAST GRAVEL ROAD, ABOUT
 FE1669'120 YARDS EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, ABOUT
 FE1669'0.1 MILE NORTH-NORTHWEST OF THE W.A. NEEDHAM RESIDENCE AND ON
 FE1669'MR. NEEDHAM PROPERTY, 74 FEET NORTH OF THE CENTER LINE OF TOP OF
 FE1669'RIDGE AT CROSSING OF A FENCE LINE, 19 FEET SOUTH-SOUTHEAST OF A
 FE1669'BLAZED 14-INCH GUM TREE, 43 FEET SOUTH OF THE NORTH END OF A
 FE1669'RIDGE, A COPPER BOLT DIRECTLY UNDER A MRC PIPE AND CAP WHICH
 FE1669'PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1668 ***********************************************************************
 FE1668  DESIGNATION -  46=51/1 CAP
 FE1668  PID         -  FE1668
 FE1668  STATE/COUNTY-  TN/TIPTON
 FE1668  USGS QUAD   -  NODENA (1983)
 FE1668
 FE1668                         *CURRENT SURVEY CONTROL
 FE1668  ___________________________________________________________________
 FE1668* NAD 83(1986)-  35 30 55.     (N)    089 53 14.     (W)     SCALED    
 FE1668* NAVD 88     -       104.467  (meters)     342.74   (feet)  ADJUSTED  
 FE1668  ___________________________________________________________________
 FE1668  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1668  DYNAMIC HT  -         104.376 (meters)     342.44  (feet)  COMP
 FE1668  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE1668
 FE1668  VERT ORDER  -  FIRST     CLASS II
 FE1668
 FE1668.The horizontal coordinates were scaled from a topographic map and have
 FE1668.an estimated accuracy of +/- 6 seconds.
 FE1668
 FE1668.The orthometric height was determined by differential leveling
 FE1668.and adjusted by the National Geodetic Survey in June 1991..
 FE1668
 FE1668.The geoid height was determined by GEOID03.
 FE1668
 FE1668.The dynamic height is computed by dividing the NAVD 88
 FE1668.geopotential number by the normal gravity value computed on the
 FE1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1668.degrees latitude (g = 980.6199 gals.).
 FE1668
 FE1668.The modeled gravity was interpolated from observed gravity values.
 FE1668
 FE1668;                    North         East    Units  Estimated Accuracy
 FE1668;SPC TN       -   138,140.      247,490.      MT  (+/- 180 meters Scaled)
 FE1668
 FE1668                          SUPERSEDED SURVEY CONTROL
 FE1668
 FE1668  NGVD 29 (??/??/??)  104.433  (m)          342.63   (f) ADJUSTED    1 2
 FE1668
 FE1668.Superseded values are not recommended for survey control.
 FE1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1668.See file dsdata.txt to determine how the superseded data were derived.
 FE1668
 FE1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE381340(NAD 83)
 FE1668_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1668_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1668_STAMPING: PBM
 FE1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1668
 FE1668  HISTORY     - Date     Condition        Report By
 FE1668  HISTORY     - UNK      MONUMENTED       MRC
 FE1668  HISTORY     - 1957     GOOD             CGS
 FE1668  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1668
 FE1668                          STATION DESCRIPTION
 FE1668
 FE1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1668'0.4 MI SW FROM RANDOLPH.
 FE1668'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1668'CHURCH AT RANDOLPH, THENCE 0.25 MILE SOUTHWEST ALONG A GRAVEL
 FE1668'ROAD, 0.1 MILE NORTH-NORTHWEST AND ACROSS A PASTURE FROM THE
 FE1668'ROAD, NEAR THE NORTH END OF A HIGH NARROW RIDGE BETWEEN THE
 FE1668'MISSISSIPPI RIVER AND THE SOUTHWEST-NORTHEAST GRAVEL ROAD, ABOUT
 FE1668'120 YARDS EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, ABOUT
 FE1668'0.1 MILE NORTH-NORTHWEST OF THE W.A. NEEDHAM RESIDENCE AND ON
 FE1668'MR. NEEDHAM PROPERTY, 74 FEET NORTH OF THE CENTER LINE OF TOP OF
 FE1668'RIDGE AT CROSSING OF A FENCE LINE, 19 FEET SOUTH-SOUTHEAST OF A
 FE1668'BLAZED 14-INCH GUM TREE, 43 FEET SOUTH OF THE NORTH END OF A
 FE1668'RIDGE, A MRC PIPE AND CAP WHICH PROJECTS 24 INCHES ABOVE THE
 FE1668'GROUND.
 FE1668
 FE1668                          STATION RECOVERY (2002)
 FE1668
 FE1668'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2585 ***********************************************************************
 AJ2585  DESIGNATION -  47
 AJ2585  PID         -  AJ2585
 AJ2585  STATE/COUNTY-  TN/SHELBY
 AJ2585  USGS QUAD   -  BRUNSWICK (1993)
 AJ2585
 AJ2585                         *CURRENT SURVEY CONTROL
 AJ2585  ___________________________________________________________________
 AJ2585* NAD 83(1995)-  35 15 41.45475(N)    089 47 09.72374(W)     ADJUSTED  
 AJ2585* NAVD 88     -        80.88   (meters)     265.4    (feet)  LEVELING  
 AJ2585  ___________________________________________________________________
 AJ2585  X           -      19,470.301 (meters)                     COMP
 AJ2585  Y           -  -5,213,738.666 (meters)                     COMP
 AJ2585  Z           -   3,661,626.023 (meters)                     COMP
 AJ2585  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AJ2585  ELLIP HEIGHT-          53.51  (meters)          (04/26/01) GPS OBS
 AJ2585  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2585
 AJ2585  HORZ ORDER  -  FIRST
 AJ2585  VERT ORDER  -  THIRD ?
 AJ2585  ELLP ORDER  -  FOURTH    CLASS I
 AJ2585
 AJ2585.The horizontal coordinates were established by GPS observations
 AJ2585.and adjusted by the National Geodetic Survey in April 2001..
 AJ2585
 AJ2585.The orthometric height was determined by differential leveling.
 AJ2585.The vertical network tie was performed by a horz. field party for horz.
 AJ2585.obs reductions. Reset procedures were used to establish the elevation.
 AJ2585
 AJ2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2585
 AJ2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2585
 AJ2585.The ellipsoidal height was determined by GPS observations
 AJ2585.and is referenced to NAD 83.
 AJ2585
 AJ2585.The geoid height was determined by GEOID03.
 AJ2585
 AJ2585;                    North         East     Units Scale Factor Converg.
 AJ2585;SPC TN       -   109,645.098   255,569.688   MT  0.99999799   -2 12 59.4
 AJ2585;SPC TN       -   359,727.29    838,481.55   sFT  0.99999799   -2 12 59.4
 AJ2585;UTM  16      - 3,905,603.834   246,547.680   MT  1.00039174   -1 36 33.3
 AJ2585
 AJ2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2585!SPC TN       -   0.99999160  x   0.99999799  =   0.99998959
 AJ2585!UTM  16      -   0.99999160  x   1.00039174  =   1.00038334
 AJ2585
 AJ2585                          SUPERSEDED SURVEY CONTROL
 AJ2585
 AJ2585.No superseded survey control is available for this station.
 AJ2585
 AJ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4654805604(NAD 83)
 AJ2585_MARKER: DD = SURVEY DISK
 AJ2585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2585+WITH SETTING: INFORMATION.
 AJ2585_STAMPING: 047
 AJ2585_MARK LOGO: MLGW  
 AJ2585_PROJECTION: FLUSH
 AJ2585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2585+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AJ2585_ROD/PIPE-DEPTH:  0.8 meters
 AJ2585
 AJ2585  HISTORY     - Date     Condition        Report By
 AJ2585  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2585  HISTORY     - 20030423 GOOD             TN1620
 AJ2585
 AJ2585                          STATION DESCRIPTION
 AJ2585
 AJ2585'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2585'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY IN
 AJ2585'ARLINGTON TENNESSEE.
 AJ2585'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN ROAD AND OLD
 AJ2585'BROWNSVILLE ROAD PROCEED WEST ON OLD BROWNSVILLE ROAD APPROXIMATELY
 AJ2585'0.10 MILES.  (0.16 KM) THE STATION IS ON THE RIGHT.
 AJ2585'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2585'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2585'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 461.60 FEET (140.70 M)
 AJ2585'WEST OF THE CENTERLINE OF GERMANTOWN ROAD, 319.50 FEET (97.38 M) WEST
 AJ2585'OF THE CENTERLINE OF RR TRACKS, 98.00 FEET (29.87 M) WEST OF THE
 AJ2585'CENTERLINE OF A GRAVEL DRIVEWAY TO ADDRESS 8310 OLD BROWNSVILLE ROAD,
 AJ2585'28.00 FEET (8.53 M) EAST OF A WOOD POWER POLE, 22.00 FEET (6.71 M)
 AJ2585'NORTH OF THE CENTERLINE OF OLD BROWNSVILLE ROAD. THE CAP AND CONCRETE
 AJ2585'ARE SET FLUSH WITH THE GROUND.
 AJ2585
 AJ2585                          STATION RECOVERY (2003)
 AJ2585
 AJ2585'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (EM)
 AJ2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0956 ***********************************************************************
 GB0956  DESIGNATION -  47 RHP
 GB0956  PID         -  GB0956
 GB0956  STATE/COUNTY-  TN/FENTRESS
 GB0956  USGS QUAD   -  JAMESTOWN (1979)
 GB0956
 GB0956                         *CURRENT SURVEY CONTROL
 GB0956  ___________________________________________________________________
 GB0956* NAD 83(1986)-  36 27 57.     (N)    084 52 36.     (W)     SCALED    
 GB0956* NAVD 88     -       529.484  (meters)    1737.15   (feet)  ADJUSTED  
 GB0956  ___________________________________________________________________
 GB0956  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0956  DYNAMIC HT  -         529.026 (meters)    1735.65  (feet)  COMP
 GB0956  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 GB0956
 GB0956  VERT ORDER  -  SECOND    CLASS 0
 GB0956
 GB0956.The horizontal coordinates were scaled from a topographic map and have
 GB0956.an estimated accuracy of +/- 6 seconds.
 GB0956
 GB0956.The orthometric height was determined by differential leveling
 GB0956.and adjusted by the National Geodetic Survey in June 1991..
 GB0956
 GB0956.The geoid height was determined by GEOID03.
 GB0956
 GB0956.The dynamic height is computed by dividing the NAVD 88
 GB0956.geopotential number by the normal gravity value computed on the
 GB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0956.degrees latitude (g = 980.6199 gals.).
 GB0956
 GB0956.The modeled gravity was interpolated from observed gravity values.
 GB0956
 GB0956;                    North         East    Units  Estimated Accuracy
 GB0956;SPC TN       -   237,180.      700,680.      MT  (+/- 180 meters Scaled)
 GB0956
 GB0956                          SUPERSEDED SURVEY CONTROL
 GB0956
 GB0956  NGVD 29 (??/??/92)  529.600  (m)         1737.53   (f) ADJ UNCH    2 0
 GB0956
 GB0956.Superseded values are not recommended for survey control.
 GB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0956.See file dsdata.txt to determine how the superseded data were derived.
 GB0956
 GB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF902377(NAD 83)
 GB0956_MARKER: DD = SURVEY DISK
 GB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0956_STAMPING: 47 RHP 1738 1950 1737.529
 GB0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0956+STABILITY: SURFACE MOTION
 GB0956
 GB0956  HISTORY     - Date     Condition        Report By
 GB0956  HISTORY     - 1950     MONUMENTED       USGS
 GB0956  HISTORY     - 1951     GOOD             NGS
 GB0956  HISTORY     - 1958     POOR             NGS
 GB0956
 GB0956                          STATION DESCRIPTION
 GB0956
 GB0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0956'AT EAST JAMESTOWN.
 GB0956'AT EAST JAMESTOWN, ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM
 GB0956'THE POST OFFICE, AT EAST JAMESTOWN SCHOOL, 77 FEET NORTH OF CENTER
 GB0956'LINE OF ROAD, 70 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 GB0956'49 FEET WEST OF NORTHWEST CORNER OF A WELL HOUSE, 2.3 FEET
 GB0956'SOUTH OF SOUTH FACE OF SCHOOL BUILDING, ABOUT 2 1/2 FEET ABOVE
 GB0956'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GB0956
 GB0956                          STATION RECOVERY (1958)
 GB0956
 GB0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0956'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2478 ***********************************************************************
 GA2478  DESIGNATION -  47710
 GA2478  PID         -  GA2478
 GA2478  STATE/COUNTY-  TN/KNOX
 GA2478  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2478
 GA2478                         *CURRENT SURVEY CONTROL
 GA2478  ___________________________________________________________________
 GA2478* NAD 83(1986)-  36 06 25.     (N)    083 58 27.     (W)     SCALED    
 GA2478* NAVD 88     -       326.659  (meters)    1071.71   (feet)  ADJUSTED  
 GA2478  ___________________________________________________________________
 GA2478  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2478  DYNAMIC HT  -         326.356 (meters)    1070.72  (feet)  COMP
 GA2478  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 GA2478
 GA2478  VERT ORDER  -  SECOND    CLASS 0
 GA2478
 GA2478.The horizontal coordinates were scaled from a topographic map and have
 GA2478.an estimated accuracy of +/- 6 seconds.
 GA2478
 GA2478.The orthometric height was determined by differential leveling
 GA2478.and adjusted by the National Geodetic Survey in June 1991..
 GA2478
 GA2478.The geoid height was determined by GEOID03.
 GA2478
 GA2478.The dynamic height is computed by dividing the NAVD 88
 GA2478.geopotential number by the normal gravity value computed on the
 GA2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2478.degrees latitude (g = 980.6199 gals.).
 GA2478
 GA2478.The modeled gravity was interpolated from observed gravity values.
 GA2478
 GA2478;                    North         East    Units  Estimated Accuracy
 GA2478;SPC TN       -   198,670.      782,390.      MT  (+/- 180 meters Scaled)
 GA2478
 GA2478                          SUPERSEDED SURVEY CONTROL
 GA2478
 GA2478  NGVD 29 (??/??/92)  326.771  (m)         1072.08   (f) ADJ UNCH    2 0
 GA2478
 GA2478.Superseded values are not recommended for survey control.
 GA2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2478.See file dsdata.txt to determine how the superseded data were derived.
 GA2478
 GA2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV322999(NAD 83)
 GA2478_MARKER: DD = SURVEY DISK
 GA2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2478_STAMPING: WPA 47710
 GA2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2478+STABILITY: SURFACE MOTION
 GA2478
 GA2478  HISTORY     - Date     Condition        Report By
 GA2478  HISTORY     - UNK      MONUMENTED       TNDG
 GA2478  HISTORY     - 1965     GOOD             TNHD
 GA2478
 GA2478                          STATION DESCRIPTION
 GA2478
 GA2478'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2478'3.6 MI NW FROM KNOXVILLE.
 GA2478'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2478'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 3.6 MILES
 GA2478'TO THE INTERSECTION OF ANDERSONVILLE PIKE, AND THE MARK ON THE
 GA2478'RIGHT.  THE MARK IS 51 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 GA2478'CENTER OF ANDERSONVILLE PIKE, 17 FEET NORTHEAST OF THE APPROXIMATE
 GA2478'CENTER OF U.S. HIGHWAY 441, AND 14 FEET SOUTHWEST OF A 10-INCH
 GA2478'CEDAR TREE.  THE MARK IS SET IN A 4-INCH SQUARE, FLUSH, CONCRETE
 GA2478'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0675 ***********************************************************************
 GB0675  DESIGNATION -  47810
 GB0675  PID         -  GB0675
 GB0675  STATE/COUNTY-  TN/KNOX
 GB0675  USGS QUAD   -  POWELL (1976)
 GB0675
 GB0675                         *CURRENT SURVEY CONTROL
 GB0675  ___________________________________________________________________
 GB0675* NAD 83(1986)-  36 03 39.     (N)    084 00 21.     (W)     SCALED    
 GB0675* NAVD 88     -       365.570  (meters)    1199.37   (feet)  ADJUSTED  
 GB0675  ___________________________________________________________________
 GB0675  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0675  DYNAMIC HT  -         365.230 (meters)    1198.26  (feet)  COMP
 GB0675  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GB0675
 GB0675  VERT ORDER  -  SECOND    CLASS 0
 GB0675
 GB0675.The horizontal coordinates were scaled from a topographic map and have
 GB0675.an estimated accuracy of +/- 6 seconds.
 GB0675
 GB0675.The orthometric height was determined by differential leveling
 GB0675.and adjusted by the National Geodetic Survey in June 1991..
 GB0675
 GB0675.The geoid height was determined by GEOID03.
 GB0675
 GB0675.The dynamic height is computed by dividing the NAVD 88
 GB0675.geopotential number by the normal gravity value computed on the
 GB0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0675.degrees latitude (g = 980.6199 gals.).
 GB0675
 GB0675.The modeled gravity was interpolated from observed gravity values.
 GB0675
 GB0675;                    North         East    Units  Estimated Accuracy
 GB0675;SPC TN       -   193,500.      779,640.      MT  (+/- 180 meters Scaled)
 GB0675
 GB0675                          SUPERSEDED SURVEY CONTROL
 GB0675
 GB0675  NGVD 29 (??/??/92)  365.682  (m)         1199.74   (f) ADJ UNCH    2 0
 GB0675
 GB0675.Superseded values are not recommended for survey control.
 GB0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0675.See file dsdata.txt to determine how the superseded data were derived.
 GB0675
 GB0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE696948(NAD 83)
 GB0675_MARKER: DD = SURVEY DISK
 GB0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0675_STAMPING: 47810
 GB0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0675+STABILITY: SURFACE MOTION
 GB0675
 GB0675  HISTORY     - Date     Condition        Report By
 GB0675  HISTORY     - UNK      MONUMENTED       TNGS
 GB0675  HISTORY     - 1961     GOOD             NGS
 GB0675
 GB0675                          STATION DESCRIPTION
 GB0675
 GB0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0675'5.6 MI NW FROM INSKIP.
 GB0675'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0675'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0675'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 1.0 MILE NORTHWEST ON
 GB0675'CONNER ROAD TO A HOUSE JUST BEFORE REACHING THE CREST OF A HILL.
 GB0675'THE BENCH MARK IS 52 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF
 GB0675'THE HOUSE, 14 FT. WEST OF THE CENTER OF CONNER ROAD, 11 FT. NORTH
 GB0675'OF THE CENTER OF A PRIVATE DRIVE, AND 2 FT. NORTH OF THE CORNER
 GB0675'OF A WOOD FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB0675'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0680 ***********************************************************************
 GB0680  DESIGNATION -  47812
 GB0680  PID         -  GB0680
 GB0680  STATE/COUNTY-  TN/KNOX
 GB0680  USGS QUAD   -  POWELL (1976)
 GB0680
 GB0680                         *CURRENT SURVEY CONTROL
 GB0680  ___________________________________________________________________
 GB0680* NAD 83(1986)-  36 04 38.     (N)    084 01 02.     (W)     SCALED    
 GB0680* NAVD 88     -       277.431  (meters)     910.20   (feet)  ADJUSTED  
 GB0680  ___________________________________________________________________
 GB0680  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0680  DYNAMIC HT  -         277.173 (meters)     909.36  (feet)  COMP
 GB0680  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GB0680
 GB0680  VERT ORDER  -  SECOND    CLASS 0
 GB0680
 GB0680.The horizontal coordinates were scaled from a topographic map and have
 GB0680.an estimated accuracy of +/- 6 seconds.
 GB0680
 GB0680.The orthometric height was determined by differential leveling
 GB0680.and adjusted by the National Geodetic Survey in June 1991..
 GB0680
 GB0680.The geoid height was determined by GEOID03.
 GB0680
 GB0680.The dynamic height is computed by dividing the NAVD 88
 GB0680.geopotential number by the normal gravity value computed on the
 GB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0680.degrees latitude (g = 980.6199 gals.).
 GB0680
 GB0680.The modeled gravity was interpolated from observed gravity values.
 GB0680
 GB0680;                    North         East    Units  Estimated Accuracy
 GB0680;SPC TN       -   195,290.      778,580.      MT  (+/- 180 meters Scaled)
 GB0680
 GB0680                          SUPERSEDED SURVEY CONTROL
 GB0680
 GB0680  NGVD 29 (??/??/92)  277.540  (m)          910.56   (f) ADJ UNCH    2 0
 GB0680
 GB0680.Superseded values are not recommended for survey control.
 GB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0680.See file dsdata.txt to determine how the superseded data were derived.
 GB0680
 GB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE686966(NAD 83)
 GB0680_MARKER: DD = SURVEY DISK
 GB0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0680_STAMPING: 47812
 GB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0680+STABILITY: SURFACE MOTION
 GB0680
 GB0680  HISTORY     - Date     Condition        Report By
 GB0680  HISTORY     - UNK      MONUMENTED       TNGS
 GB0680  HISTORY     - 1961     GOOD             NGS
 GB0680
 GB0680                          STATION DESCRIPTION
 GB0680
 GB0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0680'7.2 MI NW FROM INSKIP.
 GB0680'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0680'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0680'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 2.65 MILE NORTHWEST ON
 GB0680'CONNER ROAD.  THE BENCH MARK IS ABOUT 250 FT. NORTHWEST OF A
 GB0680'CREEK THAT CROSSES THE ROAD, 39 FT. SOUTHEAST OF THE SOUTHEAST
 GB0680'END OF A CORROGATED PIPE CULVERT UNDER THE ROAD, 15 FT. NORTHEAST
 GB0680'OF THE CENTER OF THE GRAVELED ROAD, AND 0.5 FT. WEST OF A WITNESS
 GB0680'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 GB0680'INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0682 ***********************************************************************
 GB0682  DESIGNATION -  47813
 GB0682  PID         -  GB0682
 GB0682  STATE/COUNTY-  TN/KNOX
 GB0682  USGS QUAD   -  POWELL (1976)
 GB0682
 GB0682                         *CURRENT SURVEY CONTROL
 GB0682  ___________________________________________________________________
 GB0682* NAD 83(1986)-  36 05 03.     (N)    084 01 06.     (W)     SCALED    
 GB0682* NAVD 88     -       276.875  (meters)     908.38   (feet)  ADJUSTED  
 GB0682  ___________________________________________________________________
 GB0682  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0682  DYNAMIC HT  -         276.618 (meters)     907.54  (feet)  COMP
 GB0682  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB0682
 GB0682  VERT ORDER  -  SECOND    CLASS 0
 GB0682
 GB0682.The horizontal coordinates were scaled from a topographic map and have
 GB0682.an estimated accuracy of +/- 6 seconds.
 GB0682
 GB0682.The orthometric height was determined by differential leveling
 GB0682.and adjusted by the National Geodetic Survey in June 1991..
 GB0682
 GB0682.The geoid height was determined by GEOID03.
 GB0682
 GB0682.The dynamic height is computed by dividing the NAVD 88
 GB0682.geopotential number by the normal gravity value computed on the
 GB0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0682.degrees latitude (g = 980.6199 gals.).
 GB0682
 GB0682.The modeled gravity was interpolated from observed gravity values.
 GB0682
 GB0682;                    North         East    Units  Estimated Accuracy
 GB0682;SPC TN       -   196,060.      778,470.      MT  (+/- 180 meters Scaled)
 GB0682
 GB0682                          SUPERSEDED SURVEY CONTROL
 GB0682
 GB0682  NGVD 29 (??/??/92)  276.984  (m)          908.74   (f) ADJ UNCH    2 0
 GB0682
 GB0682.Superseded values are not recommended for survey control.
 GB0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0682.See file dsdata.txt to determine how the superseded data were derived.
 GB0682
 GB0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE684974(NAD 83)
 GB0682_MARKER: DD = SURVEY DISK
 GB0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0682_STAMPING: 47813
 GB0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0682+STABILITY: SURFACE MOTION
 GB0682
 GB0682  HISTORY     - Date     Condition        Report By
 GB0682  HISTORY     - UNK      MONUMENTED       TNDG
 GB0682  HISTORY     - 1961     GOOD             NGS
 GB0682
 GB0682                          STATION DESCRIPTION
 GB0682
 GB0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0682'7.9 MI NW FROM INSKIP.
 GB0682'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0682'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN 0.75
 GB0682'MILE NORTHEAST ON EMORY ROAD, THEN 3.1 MILES NORTHWEST ON CONNER
 GB0682'ROAD, THEN 0.2 MILES EAST ON BRUSHY VALLEY ROAD.  THE BENCH MARK
 GB0682'IS 57 FT. NORTHEAST OF POWER LINE POLE 29 WITH A GUY WIRE, 17 FT.
 GB0682'NORTHWEST OF THE CENTER OF BRUSHY VALLEY ROAD, 2.6 FT. NORTHEAST
 GB0682'OF A FENCE CORNER POST, AND 0.5 FT. NORTH OF A WITNESS SIGN.  THE
 GB0682'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT
 GB0682'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0683 ***********************************************************************
 GB0683  DESIGNATION -  47814
 GB0683  PID         -  GB0683
 GB0683  STATE/COUNTY-  TN/KNOX
 GB0683  USGS QUAD   -  POWELL (1976)
 GB0683
 GB0683                         *CURRENT SURVEY CONTROL
 GB0683  ___________________________________________________________________
 GB0683* NAD 83(1986)-  36 05 09.     (N)    084 00 56.     (W)     SCALED    
 GB0683* NAVD 88     -       278.373  (meters)     913.30   (feet)  ADJUSTED  
 GB0683  ___________________________________________________________________
 GB0683  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0683  DYNAMIC HT  -         278.114 (meters)     912.45  (feet)  COMP
 GB0683  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB0683
 GB0683  VERT ORDER  -  SECOND    CLASS 0
 GB0683
 GB0683.The horizontal coordinates were scaled from a topographic map and have
 GB0683.an estimated accuracy of +/- 6 seconds.
 GB0683
 GB0683.The orthometric height was determined by differential leveling
 GB0683.and adjusted by the National Geodetic Survey in June 1991..
 GB0683
 GB0683.The geoid height was determined by GEOID03.
 GB0683
 GB0683.The dynamic height is computed by dividing the NAVD 88
 GB0683.geopotential number by the normal gravity value computed on the
 GB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0683.degrees latitude (g = 980.6199 gals.).
 GB0683
 GB0683.The modeled gravity was interpolated from observed gravity values.
 GB0683
 GB0683;                    North         East    Units  Estimated Accuracy
 GB0683;SPC TN       -   196,250.      778,710.      MT  (+/- 180 meters Scaled)
 GB0683
 GB0683                          SUPERSEDED SURVEY CONTROL
 GB0683
 GB0683  NGVD 29 (??/??/92)  278.482  (m)          913.65   (f) ADJ UNCH    2 0
 GB0683
 GB0683.Superseded values are not recommended for survey control.
 GB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0683.See file dsdata.txt to determine how the superseded data were derived.
 GB0683
 GB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE687975(NAD 83)
 GB0683_MARKER: DD = SURVEY DISK
 GB0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0683_STAMPING: 47814
 GB0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0683+STABILITY: SURFACE MOTION
 GB0683
 GB0683  HISTORY     - Date     Condition        Report By
 GB0683  HISTORY     - UNK      MONUMENTED       TNDG
 GB0683  HISTORY     - 1961     GOOD             NGS
 GB0683
 GB0683                          STATION DESCRIPTION
 GB0683
 GB0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0683'8.1 MI NW FROM INSKIP.
 GB0683'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0683'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0683'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 3.1 MILES NORTHWEST OF
 GB0683'CONNER ROAD, THEN 0.4 MILE EAST ON BRUSHY VALLEY ROAD TO A HOUSE
 GB0683'ON THE RIGHT.  THE BENCH MARK IS 67 FT. WEST OF THE CENTER OF A
 GB0683'PRIVATE DRIVE LEADING TO THE HOUSE, 57 FT. NORTH OF THE NORTHWEST
 GB0683'CORNER OF THE HOUSE, 17 FT. SOUTH OF THE CENTER OF DUTCH VALLEY
 GB0683'ROAD, AND AT THE EDGE OF A LAWN.  THE DISK IS SET IN TOP OF A
 GB0683'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 6 FT. ABOVE THE LEVEL
 GB0683'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2446 ***********************************************************************
 GA2446  DESIGNATION -  4783
 GA2446  PID         -  GA2446
 GA2446  STATE/COUNTY-  TN/KNOX
 GA2446  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2446
 GA2446                         *CURRENT SURVEY CONTROL
 GA2446  ___________________________________________________________________
 GA2446* NAD 83(1986)-  36 00 58.     (N)    083 58 59.     (W)     SCALED    
 GA2446* NAVD 88     -       351.337  (meters)    1152.68   (feet)  ADJUSTED  
 GA2446  ___________________________________________________________________
 GA2446  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2446  DYNAMIC HT  -         351.008 (meters)    1151.60  (feet)  COMP
 GA2446  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 GA2446
 GA2446  VERT ORDER  -  SECOND    CLASS 0
 GA2446
 GA2446.The horizontal coordinates were scaled from a topographic map and have
 GA2446.an estimated accuracy of +/- 6 seconds.
 GA2446
 GA2446.The orthometric height was determined by differential leveling
 GA2446.and adjusted by the National Geodetic Survey in June 1991..
 GA2446
 GA2446.The geoid height was determined by GEOID03.
 GA2446
 GA2446.The dynamic height is computed by dividing the NAVD 88
 GA2446.geopotential number by the normal gravity value computed on the
 GA2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2446.degrees latitude (g = 980.6199 gals.).
 GA2446
 GA2446.The modeled gravity was interpolated from observed gravity values.
 GA2446
 GA2446;                    North         East    Units  Estimated Accuracy
 GA2446;SPC TN       -   188,580.      781,800.      MT  (+/- 180 meters Scaled)
 GA2446
 GA2446                          SUPERSEDED SURVEY CONTROL
 GA2446
 GA2446  NGVD 29 (??/??/92)  351.455  (m)         1153.07   (f) ADJ UNCH    2 0
 GA2446
 GA2446.Superseded values are not recommended for survey control.
 GA2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2446.See file dsdata.txt to determine how the superseded data were derived.
 GA2446
 GA2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV311898(NAD 83)
 GA2446_MARKER: DD = SURVEY DISK
 GA2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2446_STAMPING: 4783
 GA2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2446+STABILITY: SURFACE MOTION
 GA2446
 GA2446  HISTORY     - Date     Condition        Report By
 GA2446  HISTORY     - UNK      MONUMENTED       TNGS
 GA2446  HISTORY     - 1961     GOOD             NGS
 GA2446  HISTORY     - 1965     GOOD             NGS
 GA2446
 GA2446                          STATION DESCRIPTION
 GA2446
 GA2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2446'1.2 MI NW FROM INSKIP.
 GA2446'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GA2446'IN INSKIP, GO 1.0 MILE NORTHWEST ON CENTRAL AVENUE PIKE TO A
 GA2446'Y JUNCTION, THEN GO 0.15 MILE WEST ON THE OLD CENTRAL AVENUE
 GA2446'PIKE TO A PAVED ROAD LEADING SOUTHWEST.  THE BENCH MARK IS
 GA2446'25 FT. SOUTH OF THE CENTER OF CENTRAL PIKE, 18.5 FT. EAST
 GA2446'OF THE CENTER OF THE PAVED ROAD, 9.2 FT. SOUTH OF A 24-INCH
 GA2446'OAK TREE, 51 FT. WEST OF THE CENTER OF A PRIVATE DRIVE LEADING
 GA2446'TO 5831 CENTRAL PIKE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2446'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 GA2446
 GA2446                          STATION RECOVERY (1965)
 GA2446
 GA2446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0674 ***********************************************************************
 GB0674  DESIGNATION -  4789
 GB0674  PID         -  GB0674
 GB0674  STATE/COUNTY-  TN/KNOX
 GB0674  USGS QUAD   -  POWELL (1976)
 GB0674
 GB0674                         *CURRENT SURVEY CONTROL
 GB0674  ___________________________________________________________________
 GB0674* NAD 83(1986)-  36 03 30.     (N)    084 00 13.     (W)     SCALED    
 GB0674* NAVD 88     -       339.523  (meters)    1113.92   (feet)  ADJUSTED  
 GB0674  ___________________________________________________________________
 GB0674  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0674  DYNAMIC HT  -         339.206 (meters)    1112.88  (feet)  COMP
 GB0674  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GB0674
 GB0674  VERT ORDER  -  SECOND    CLASS 0
 GB0674
 GB0674.The horizontal coordinates were scaled from a topographic map and have
 GB0674.an estimated accuracy of +/- 6 seconds.
 GB0674
 GB0674.The orthometric height was determined by differential leveling
 GB0674.and adjusted by the National Geodetic Survey in June 1991..
 GB0674
 GB0674.The geoid height was determined by GEOID03.
 GB0674
 GB0674.The dynamic height is computed by dividing the NAVD 88
 GB0674.geopotential number by the normal gravity value computed on the
 GB0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0674.degrees latitude (g = 980.6199 gals.).
 GB0674
 GB0674.The modeled gravity was interpolated from observed gravity values.
 GB0674
 GB0674;                    North         East    Units  Estimated Accuracy
 GB0674;SPC TN       -   193,220.      779,850.      MT  (+/- 180 meters Scaled)
 GB0674
 GB0674                          SUPERSEDED SURVEY CONTROL
 GB0674
 GB0674  NGVD 29 (??/??/92)  339.634  (m)         1114.28   (f) ADJ UNCH    2 0
 GB0674
 GB0674.Superseded values are not recommended for survey control.
 GB0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0674.See file dsdata.txt to determine how the superseded data were derived.
 GB0674
 GB0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE698945(NAD 83)
 GB0674_MARKER: DD = SURVEY DISK
 GB0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0674_STAMPING: 4789
 GB0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0674+STABILITY: SURFACE MOTION
 GB0674
 GB0674  HISTORY     - Date     Condition        Report By
 GB0674  HISTORY     - UNK      MONUMENTED       TNGS
 GB0674  HISTORY     - 1961     GOOD             NGS
 GB0674
 GB0674                          STATION DESCRIPTION
 GB0674
 GB0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0674'5.4 MI NW FROM INSKIP.
 GB0674'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GB0674'IN INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0674'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 0.8 MILE NORTHWEST ON
 GB0674'CONNER ROAD TO A T JUNCTION.  THE BENCH MARK IS ABOUT 0.05 MILE
 GB0674'NORTHEAST OF THE T JUNCTION OF CONNER ROAD AND TATE TROTTER DRIVE.
 GB0674'17 FT. SOUTHEAST OF THE CENTER OF TATE TROTTER DRIVE, 5 FT.
 GB0674'SOUTHWEST OF A TELEPHONE POLE, 1 FT. NORTHWEST OF A FENCE, AND
 GB0674'0.6 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB0674'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FT. ABOVE THE
 GB0674'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2480 ***********************************************************************
 GA2480  DESIGNATION -  4791
 GA2480  PID         -  GA2480
 GA2480  STATE/COUNTY-  TN/KNOX
 GA2480  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2480
 GA2480                         *CURRENT SURVEY CONTROL
 GA2480  ___________________________________________________________________
 GA2480* NAD 83(1986)-  36 07 19.     (N)    083 59 30.     (W)     SCALED    
 GA2480* NAVD 88     -       269.765  (meters)     885.05   (feet)  ADJUSTED  
 GA2480  ___________________________________________________________________
 GA2480  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2480  DYNAMIC HT  -         269.516 (meters)     884.24  (feet)  COMP
 GA2480  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2480
 GA2480  VERT ORDER  -  SECOND    CLASS 0
 GA2480
 GA2480.The horizontal coordinates were scaled from a topographic map and have
 GA2480.an estimated accuracy of +/- 6 seconds.
 GA2480
 GA2480.The orthometric height was determined by differential leveling
 GA2480.and adjusted by the National Geodetic Survey in June 1991..
 GA2480
 GA2480.The geoid height was determined by GEOID03.
 GA2480
 GA2480.The dynamic height is computed by dividing the NAVD 88
 GA2480.geopotential number by the normal gravity value computed on the
 GA2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2480.degrees latitude (g = 980.6199 gals.).
 GA2480
 GA2480.The modeled gravity was interpolated from observed gravity values.
 GA2480
 GA2480;                    North         East    Units  Estimated Accuracy
 GA2480;SPC TN       -   200,300.      780,780.      MT  (+/- 180 meters Scaled)
 GA2480
 GA2480                          SUPERSEDED SURVEY CONTROL
 GA2480
 GA2480  NGVD 29 (??/??/92)  269.881  (m)          885.43   (f) ADJ UNCH    2 0
 GA2480
 GA2480.Superseded values are not recommended for survey control.
 GA2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2480.See file dsdata.txt to determine how the superseded data were derived.
 GA2480
 GA2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA307016(NAD 83)
 GA2480_MARKER: DD = SURVEY DISK
 GA2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2480_STAMPING: WPA 4791
 GA2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2480+STABILITY: SURFACE MOTION
 GA2480
 GA2480  HISTORY     - Date     Condition        Report By
 GA2480  HISTORY     - UNK      MONUMENTED       TNDG
 GA2480  HISTORY     - 1964     GOOD             TNHD
 GA2480
 GA2480                          STATION DESCRIPTION
 GA2480
 GA2480'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2480'5.2 MI NW FROM KNOXVILLE.
 GA2480'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2480'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 5.15 MILES
 GA2480'TO THE MARK ON THE RIGHT.  THE MARK IS 26 FEET EAST OF THE
 GA2480'APPROXIMATE CENTER OF U.S. HIGHWAY 441, 24 FEET WEST OF A 30-INCH
 GA2480'OAK TREE AND 0.4 FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 GA2480'THE MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION
 GA2480'STATION SET IN A 5-INCH SQUARE, CONCRETE MONUMENT, PROJECTING
 GA2480'ABOUT 3-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2586 ***********************************************************************
 AJ2586  DESIGNATION -  48
 AJ2586  PID         -  AJ2586
 AJ2586  STATE/COUNTY-  TN/SHELBY
 AJ2586  USGS QUAD   -  BRUNSWICK (1993)
 AJ2586
 AJ2586                         *CURRENT SURVEY CONTROL
 AJ2586  ___________________________________________________________________
 AJ2586* NAD 83(1995)-  35 15 46.86419(N)    089 48 50.62851(W)     ADJUSTED  
 AJ2586* NAVD 88     -        87.1    (meters)     286.     (feet)  GPS OBS   
 AJ2586  ___________________________________________________________________
 AJ2586  X           -      16,919.441 (meters)                     COMP
 AJ2586  Y           -  -5,213,656.409 (meters)                     COMP
 AJ2586  Z           -   3,661,765.742 (meters)                     COMP
 AJ2586  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AJ2586  ELLIP HEIGHT-          59.74  (meters)          (04/26/01) GPS OBS
 AJ2586  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2586
 AJ2586  HORZ ORDER  -  FIRST
 AJ2586  ELLP ORDER  -  FOURTH    CLASS I
 AJ2586
 AJ2586.The horizontal coordinates were established by GPS observations
 AJ2586.and adjusted by the National Geodetic Survey in April 2001..
 AJ2586
 AJ2586.The orthometric height was determined by GPS observations and a
 AJ2586.high-resolution geoid model.
 AJ2586
 AJ2586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2586
 AJ2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2586
 AJ2586.The ellipsoidal height was determined by GPS observations
 AJ2586.and is referenced to NAD 83.
 AJ2586
 AJ2586.The geoid height was determined by GEOID03.
 AJ2586
 AJ2586;                    North         East     Units Scale Factor Converg.
 AJ2586;SPC TN       -   109,910.689   253,027.553   MT  0.99999773   -2 13 58.5
 AJ2586;SPC TN       -   360,598.65    830,141.23   sFT  0.99999773   -2 13 58.5
 AJ2586;UTM  16      - 3,905,842.561   244,001.850   MT  1.00040772   -1 37 31.9
 AJ2586
 AJ2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2586!SPC TN       -   0.99999062  x   0.99999773  =   0.99998835
 AJ2586!UTM  16      -   0.99999062  x   1.00040772  =   1.00039834
 AJ2586
 AJ2586                          SUPERSEDED SURVEY CONTROL
 AJ2586
 AJ2586.No superseded survey control is available for this station.
 AJ2586
 AJ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4400205843(NAD 83)
 AJ2586_MARKER: DD = SURVEY DISK
 AJ2586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2586+WITH SETTING: INFORMATION.
 AJ2586_STAMPING: 048
 AJ2586_MARK LOGO: MLGW  
 AJ2586_PROJECTION: FLUSH
 AJ2586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2586+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2586_ROD/PIPE-DEPTH:  0.8 meters
 AJ2586
 AJ2586  HISTORY     - Date     Condition        Report By
 AJ2586  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2586
 AJ2586                          STATION DESCRIPTION
 AJ2586
 AJ2586'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2586'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY IN
 AJ2586'ARLINGTON TENNESSEE.
 AJ2586'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN ROAD AND OLD
 AJ2586'BROWNSVILLE ROAD, PROCEED WEST ON OLD BROWNSVILLE ROAD APPROXIMATELY
 AJ2586'1.70 MILE (2.74 KM) TO HATCH LANE.  TURN RIGHT AND CONTINUE NORTH ON
 AJ2586'HATCH LANE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT.
 AJ2586'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2586'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2586'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 301.00 FEET (91.74 M)
 AJ2586'NORTH OF THE CENTERLINE OF OLD BROWNSVILLE ROAD, 129.70 FEET (39.53 M)
 AJ2586'SOUTHWEST OF A CABLE TV JUNCTION BOX AT ADDRESS 5040 HATCH LANE, 86.70
 AJ2586'FEET (26.43 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO ADDRESS
 AJ2586'5020 HATCH LANE, 60.60 FEET (18.47 M) EAST OF THE SOUTHEAST CORNER OF
 AJ2586'A WOOD FENCE ON THE WEST SIDE OF HATCH LANE, 15.00 EAST OF THE
 AJ2586'CENTERLINE OF HATCH LANE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2586'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0959 ***********************************************************************
 GB0959  DESIGNATION -  48 RHP
 GB0959  PID         -  GB0959
 GB0959  STATE/COUNTY-  TN/FENTRESS
 GB0959  USGS QUAD   -  STOCKTON (1984)
 GB0959
 GB0959                         *CURRENT SURVEY CONTROL
 GB0959  ___________________________________________________________________
 GB0959* NAD 83(1986)-  36 29 32.     (N)    084 51 13.     (W)     SCALED    
 GB0959* NAVD 88     -       517.255  (meters)    1697.03   (feet)  ADJUSTED  
 GB0959  ___________________________________________________________________
 GB0959  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0959  DYNAMIC HT  -         516.820 (meters)    1695.60  (feet)  COMP
 GB0959  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GB0959
 GB0959  VERT ORDER  -  SECOND    CLASS 0
 GB0959
 GB0959.The horizontal coordinates were scaled from a topographic map and have
 GB0959.an estimated accuracy of +/- 6 seconds.
 GB0959
 GB0959.The orthometric height was determined by differential leveling
 GB0959.and adjusted by the National Geodetic Survey in June 1991..
 GB0959
 GB0959.The geoid height was determined by GEOID03.
 GB0959
 GB0959.The dynamic height is computed by dividing the NAVD 88
 GB0959.geopotential number by the normal gravity value computed on the
 GB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0959.degrees latitude (g = 980.6199 gals.).
 GB0959
 GB0959.The modeled gravity was interpolated from observed gravity values.
 GB0959
 GB0959;                    North         East    Units  Estimated Accuracy
 GB0959;SPC TN       -   240,140.      702,720.      MT  (+/- 180 meters Scaled)
 GB0959
 GB0959                          SUPERSEDED SURVEY CONTROL
 GB0959
 GB0959  NGVD 29 (??/??/92)  517.383  (m)         1697.45   (f) ADJ UNCH    2 0
 GB0959
 GB0959.Superseded values are not recommended for survey control.
 GB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0959.See file dsdata.txt to determine how the superseded data were derived.
 GB0959
 GB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF922406(NAD 83)
 GB0959_MARKER: DD = SURVEY DISK
 GB0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0959_STAMPING: 48 RHP 1698 1950 1697.447
 GB0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0959+STABILITY: SURFACE MOTION
 GB0959
 GB0959  HISTORY     - Date     Condition        Report By
 GB0959  HISTORY     - 1950     MONUMENTED       USGS
 GB0959  HISTORY     - 1951     GOOD             NGS
 GB0959  HISTORY     - 1958     GOOD             USGS
 GB0959
 GB0959                          STATION DESCRIPTION
 GB0959
 GB0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0959'2.6 MI NE FROM EAST JAMESTOWN.
 GB0959'2.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GB0959'EAST JAMESTOWN, AT THE JUNCTION OF A ROAD NORTHWEST, 21 FEET
 GB0959'NORTHWEST OF CENTERLINE OF ROAD, 59 FEET NORTH OF CENTER OF
 GB0959'JUNCTION, 23 FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST,
 GB0959'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 GB0959'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0959'PROJECTING 8 INCHES.  NOTE-- THE DISK IS NOT LEVEL.  ROD WAS
 GB0959'HELD ON HIGH POINT OF DISK WHICH IS EAST SIDE.
 GB0959
 GB0959                          STATION RECOVERY (1958)
 GB0959
 GB0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GB0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1639 ***********************************************************************
 GC1639  DESIGNATION -  485.4
 GC1639  PID         -  GC1639
 GC1639  STATE/COUNTY-  TN/HUMPHREYS
 GC1639  USGS QUAD   -  WOOLWORTH (1973)
 GC1639
 GC1639                         *CURRENT SURVEY CONTROL
 GC1639  ___________________________________________________________________
 GC1639* NAD 83(1986)-  36 12 38.     (N)    087 43 29.     (W)     SCALED    
 GC1639* NAVD 88     -       147.852  (meters)     485.08   (feet)  ADJUSTED  
 GC1639  ___________________________________________________________________
 GC1639  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1639  DYNAMIC HT  -         147.726 (meters)     484.66  (feet)  COMP
 GC1639  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GC1639
 GC1639  VERT ORDER  -  SECOND    CLASS 0
 GC1639
 GC1639.The horizontal coordinates were scaled from a topographic map and have
 GC1639.an estimated accuracy of +/- 6 seconds.
 GC1639
 GC1639.The orthometric height was determined by differential leveling
 GC1639.and adjusted by the National Geodetic Survey in June 1991..
 GC1639
 GC1639.The geoid height was determined by GEOID03.
 GC1639
 GC1639.The dynamic height is computed by dividing the NAVD 88
 GC1639.geopotential number by the normal gravity value computed on the
 GC1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1639.degrees latitude (g = 980.6199 gals.).
 GC1639
 GC1639.The modeled gravity was interpolated from observed gravity values.
 GC1639
 GC1639;                    North         East    Units  Estimated Accuracy
 GC1639;SPC TN       -   209,640.      444,920.      MT  (+/- 180 meters Scaled)
 GC1639
 GC1639                          SUPERSEDED SURVEY CONTROL
 GC1639
 GC1639  NGVD 29 (??/??/92)  147.886  (m)          485.19   (f) ADJ UNCH    2 0
 GC1639
 GC1639.Superseded values are not recommended for survey control.
 GC1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1639.See file dsdata.txt to determine how the superseded data were derived.
 GC1639
 GC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF348075(NAD 83)
 GC1639_MARKER: Q = CHISELED SQUARE
 GC1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1639_SP_SET: BRIDGE
 GC1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1639
 GC1639  HISTORY     - Date     Condition        Report By
 GC1639  HISTORY     - UNK      MONUMENTED       TNHD
 GC1639  HISTORY     - 1935     GOOD             NGS
 GC1639
 GC1639                          STATION DESCRIPTION
 GC1639
 GC1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1639'10.8 MI N FROM WAVERLY.
 GC1639'10.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1639'COUNTY, 8.5 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 49, AT
 GC1639'THE 7-SPAN CONCRETE BRIDGE OVER WHITEOAK CREEK, AND ON THE TOP
 GC1639'OF THE SOUTHWEST CONCRETE WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2587 ***********************************************************************
 AJ2587  DESIGNATION -  49
 AJ2587  PID         -  AJ2587
 AJ2587  STATE/COUNTY-  TN/SHELBY
 AJ2587  USGS QUAD   -  BRUNSWICK (1993)
 AJ2587
 AJ2587                         *CURRENT SURVEY CONTROL
 AJ2587  ___________________________________________________________________
 AJ2587* NAD 83(1995)-  35 15 05.72274(N)    089 50 57.01363(W)     ADJUSTED  
 AJ2587* NAVD 88     -        95.52   (meters)     313.4    (feet)  LEVELING  
 AJ2587  ___________________________________________________________________
 AJ2587  X           -      13,726.807 (meters)                     COMP
 AJ2587  Y           -  -5,214,404.623 (meters)                     COMP
 AJ2587  Z           -   3,660,735.298 (meters)                     COMP
 AJ2587  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ2587  ELLIP HEIGHT-          68.22  (meters)          (04/26/01) GPS OBS
 AJ2587  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2587
 AJ2587  HORZ ORDER  -  FIRST
 AJ2587  VERT ORDER  -  THIRD ?
 AJ2587  ELLP ORDER  -  FOURTH    CLASS I
 AJ2587
 AJ2587.The horizontal coordinates were established by GPS observations
 AJ2587.and adjusted by the National Geodetic Survey in April 2001..
 AJ2587
 AJ2587.The orthometric height was determined by differential leveling.
 AJ2587.The vertical network tie was performed by a horz. field party for horz.
 AJ2587.obs reductions. Reset procedures were used to establish the elevation.
 AJ2587
 AJ2587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2587
 AJ2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2587
 AJ2587.The ellipsoidal height was determined by GPS observations
 AJ2587.and is referenced to NAD 83.
 AJ2587
 AJ2587.The geoid height was determined by GEOID03.
 AJ2587
 AJ2587;                    North         East     Units Scale Factor Converg.
 AJ2587;SPC TN       -   108,768.806   249,785.591   MT  0.99999972   -2 15 12.4
 AJ2587;SPC TN       -   356,852.32    819,504.89   sFT  0.99999972   -2 15 12.4
 AJ2587;UTM  16      - 3,904,665.862   240,770.828   MT  1.00042825   -1 38 43.3
 AJ2587
 AJ2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2587!SPC TN       -   0.99998929  x   0.99999972  =   0.99998901
 AJ2587!UTM  16      -   0.99998929  x   1.00042825  =   1.00041754
 AJ2587
 AJ2587                          SUPERSEDED SURVEY CONTROL
 AJ2587
 AJ2587.No superseded survey control is available for this station.
 AJ2587
 AJ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4077104666(NAD 83)
 AJ2587_MARKER: DD = SURVEY DISK
 AJ2587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2587+WITH SETTING: INFORMATION.
 AJ2587_STAMPING: 049
 AJ2587_MARK LOGO: MLGW  
 AJ2587_PROJECTION: FLUSH
 AJ2587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2587+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2587_ROD/PIPE-DEPTH:  0.8 meters
 AJ2587
 AJ2587  HISTORY     - Date     Condition        Report By
 AJ2587  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2587
 AJ2587                          STATION DESCRIPTION
 AJ2587
 AJ2587'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2587'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY IN
 AJ2587'BARTLETT TENNESSEE.
 AJ2587'TO REACH THE STATION FROM THE INTERSECTION OF FISKE ROAD AND ELLENDALE
 AJ2587'ROAD PROCEED NORTH ON ELLENDALE ROAD APPROXIMATELY 0.42 MILE (0.68 KM)
 AJ2587'TO FERNCREST DRIVE.  TURN LEFT AND PROCEED WEST ON FERNCREST DRIVE
 AJ2587'APPROXIMATELY 0.25 MILES (0.40 KM) TO THE STATION ON THE RIGHT.
 AJ2587'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2587'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2587'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED AT ADDRESS 6414
 AJ2587'FERNCREST DRIVE, 129.00 FEET (39.32 M) EAST OF THE CENTERLINE OF A
 AJ2587'ASPHALT DRIVEWAY TO ADDRESS 6414 FERNCREST DRIVE, 23.70 FEET (7.22 M)
 AJ2587'NORTH OF THE CENTERLINE OF FERNCREST DRIVE, 17.60 FEET (5.36 M)
 AJ2587'SOUTHEAST OF A FIRE HYDRANT.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2587'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1764 ***********************************************************************
 FE1764  DESIGNATION -  49 12 20
 FE1764  PID         -  FE1764
 FE1764  STATE/COUNTY-  TN/LAUDERDALE
 FE1764  USGS QUAD   -  CHIC (1983)
 FE1764
 FE1764                         *CURRENT SURVEY CONTROL
 FE1764  ___________________________________________________________________
 FE1764* NAD 83(1986)-  35 54 54.     (N)    089 37 51.     (W)     SCALED    
 FE1764* NAVD 88     -        79.616  (meters)     261.21   (feet)  ADJUSTED  
 FE1764  ___________________________________________________________________
 FE1764  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1764  DYNAMIC HT  -          79.549 (meters)     260.99  (feet)  COMP
 FE1764  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1764
 FE1764  VERT ORDER  -  FIRST     CLASS I
 FE1764
 FE1764.The horizontal coordinates were scaled from a topographic map and have
 FE1764.an estimated accuracy of +/- 6 seconds.
 FE1764
 FE1764.The orthometric height was determined by differential leveling
 FE1764.and adjusted by the National Geodetic Survey in June 1991..
 FE1764.WARNING-Repeat measurements at this control monument indicate possible
 FE1764.vertical movement.
 FE1764
 FE1764.The geoid height was determined by GEOID03.
 FE1764
 FE1764.The dynamic height is computed by dividing the NAVD 88
 FE1764.geopotential number by the normal gravity value computed on the
 FE1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1764.degrees latitude (g = 980.6199 gals.).
 FE1764
 FE1764.The modeled gravity was interpolated from observed gravity values.
 FE1764
 FE1764;                    North         East    Units  Estimated Accuracy
 FE1764;SPC TN       -   181,560.      272,370.      MT  (+/- 180 meters Scaled)
 FE1764
 FE1764                          SUPERSEDED SURVEY CONTROL
 FE1764
 FE1764  NGVD 29 (??/??/??)   79.556  (m)          261.01   (f) ADJUSTED    1 1
 FE1764
 FE1764.Superseded values are not recommended for survey control.
 FE1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1764.See file dsdata.txt to determine how the superseded data were derived.
 FE1764
 FE1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE626777(NAD 83)
 FE1764_MARKER: DD = SURVEY DISK
 FE1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1764_STAMPING: 49-12-20
 FE1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1764+STABILITY: SURFACE MOTION
 FE1764
 FE1764  HISTORY     - Date     Condition        Report By
 FE1764  HISTORY     - UNK      MONUMENTED       TNDG
 FE1764  HISTORY     - 1974     GOOD             NGS
 FE1764  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1764
 FE1764                          STATION DESCRIPTION
 FE1764
 FE1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1764'14 MI W FROM HALLS.
 FE1764'ABOUT 13.95 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1764'BAPTIST CHURCH AT HALLS, ABOUT 0.2 MILE WEST OF HALES POINT
 FE1764'BAPTIST CHURCH, 6.7 FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER
 FE1764'POST, 11.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 FE1764'WEST OF THE NORTHWEST CORNER OF A 48-FOOT LONG WOODEN BRIDGE
 FE1764'OVER A SLOUGH, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE TOP
 FE1764'OF A CONCRETE POST 0.3 FEET BELOW GROUND.
 FE1764
 FE1764                          STATION RECOVERY (2002)
 FE1764
 FE1764'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1764'SUSPECTED DESTROYED. NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1618 ***********************************************************************
 FE1618  DESIGNATION -  49 2 20
 FE1618  PID         -  FE1618
 FE1618  STATE/COUNTY-  TN/LAUDERDALE
 FE1618  USGS QUAD   -  FORT PILLOW (1972)
 FE1618
 FE1618                         *CURRENT SURVEY CONTROL
 FE1618  ___________________________________________________________________
 FE1618* NAD 83(1986)-  35 41 31.     (N)    089 42 01.     (W)     SCALED    
 FE1618* NAVD 88     -        88.104  (meters)     289.05   (feet)  ADJUSTED  
 FE1618  ___________________________________________________________________
 FE1618  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1618  DYNAMIC HT  -          88.030 (meters)     288.81  (feet)  COMP
 FE1618  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1618
 FE1618  VERT ORDER  -  FIRST     CLASS II
 FE1618
 FE1618.The horizontal coordinates were scaled from a topographic map and have
 FE1618.an estimated accuracy of +/- 6 seconds.
 FE1618
 FE1618.The orthometric height was determined by differential leveling
 FE1618.and adjusted by the National Geodetic Survey in June 1991..
 FE1618
 FE1618.The geoid height was determined by GEOID03.
 FE1618
 FE1618.The dynamic height is computed by dividing the NAVD 88
 FE1618.geopotential number by the normal gravity value computed on the
 FE1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1618.degrees latitude (g = 980.6199 gals.).
 FE1618
 FE1618.The modeled gravity was interpolated from observed gravity values.
 FE1618
 FE1618;                    North         East    Units  Estimated Accuracy
 FE1618;SPC TN       -   157,070.      265,170.      MT  (+/- 180 meters Scaled)
 FE1618
 FE1618                          SUPERSEDED SURVEY CONTROL
 FE1618
 FE1618  NGVD 29 (??/??/??)   88.067  (m)          288.93   (f) ADJUSTED    1 2
 FE1618
 FE1618.Superseded values are not recommended for survey control.
 FE1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1618.See file dsdata.txt to determine how the superseded data were derived.
 FE1618
 FE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE556531(NAD 83)
 FE1618_MARKER: DD = SURVEY DISK
 FE1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1618_STAMPING: 49-2-20
 FE1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1618+STABILITY: SURFACE MOTION
 FE1618
 FE1618  HISTORY     - Date     Condition        Report By
 FE1618  HISTORY     - UNK      MONUMENTED       TNDG
 FE1618  HISTORY     - 1957     GOOD             CGS
 FE1618  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1618
 FE1618                          STATION DESCRIPTION
 FE1618
 FE1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1618'AT THREE POINT.
 FE1618'AT THREE POINT, 47 FEET NORTHWEST OF THE CENTER LINE OF STATE
 FE1618'HIGHWAY 87, 86 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION
 FE1618'OF THE HIGHWAY AND A BLACK TOP ROAD LEADING WEST, 39 1/2 FEET
 FE1618'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE THREE POINT STORE,
 FE1618'43 1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 23
 FE1618'FEET NORTH OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE
 FE1618'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1618'INCHES ABOVE THE GROUND.
 FE1618
 FE1618                          STATION RECOVERY (2002)
 FE1618
 FE1618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1628 ***********************************************************************
 FE1628  DESIGNATION -  49 3 10
 FE1628  PID         -  FE1628
 FE1628  STATE/COUNTY-  TN/LAUDERDALE
 FE1628  USGS QUAD   -  GOLDDUST (1983)
 FE1628
 FE1628                         *CURRENT SURVEY CONTROL
 FE1628  ___________________________________________________________________
 FE1628* NAD 83(1986)-  35 39 12.     (N)    089 46 30.     (W)     SCALED    
 FE1628* NAVD 88     -        94.299  (meters)     309.38   (feet)  ADJUSTED  
 FE1628  ___________________________________________________________________
 FE1628  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1628  DYNAMIC HT  -          94.219 (meters)     309.12  (feet)  COMP
 FE1628  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1628
 FE1628  VERT ORDER  -  FIRST     CLASS II
 FE1628
 FE1628.The horizontal coordinates were scaled from a topographic map and have
 FE1628.an estimated accuracy of +/- 6 seconds.
 FE1628
 FE1628.The orthometric height was determined by differential leveling
 FE1628.and adjusted by the National Geodetic Survey in June 1991..
 FE1628
 FE1628.The geoid height was determined by GEOID03.
 FE1628
 FE1628.The dynamic height is computed by dividing the NAVD 88
 FE1628.geopotential number by the normal gravity value computed on the
 FE1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1628.degrees latitude (g = 980.6199 gals.).
 FE1628
 FE1628.The modeled gravity was interpolated from observed gravity values.
 FE1628
 FE1628;                    North         East    Units  Estimated Accuracy
 FE1628;SPC TN       -   153,050.      258,250.      MT  (+/- 180 meters Scaled)
 FE1628
 FE1628                          SUPERSEDED SURVEY CONTROL
 FE1628
 FE1628  NGVD 29 (??/??/??)   94.263  (m)          309.26   (f) ADJUSTED    1 2
 FE1628
 FE1628.Superseded values are not recommended for survey control.
 FE1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1628.See file dsdata.txt to determine how the superseded data were derived.
 FE1628
 FE1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE487490(NAD 83)
 FE1628_MARKER: DD = SURVEY DISK
 FE1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1628_STAMPING: 49-3-10
 FE1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1628+STABILITY: SURFACE MOTION
 FE1628
 FE1628  HISTORY     - Date     Condition        Report By
 FE1628  HISTORY     - 1957     MONUMENTED       TNDG
 FE1628  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1628
 FE1628                          STATION DESCRIPTION
 FE1628
 FE1628'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1957
 FE1628'4.1 MI SW FROM CHERRY.
 FE1628'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1628'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, ABOUT 0.1
 FE1628'MILE SOUTHWEST OF A 40 FOOT LONG WOODEN BRIDGE UNDER THE HIGHWAY,
 FE1628'21 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 127 FEET
 FE1628'SOUTHWEST OF A POWER LINE POLE, 112 FEET NORTHEAST AND ACROSS
 FE1628'THE HIGHWAY FROM A TELEPHONE UNDER GROUND CABLE CHECK POST, 2
 FE1628'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1628'CONCRETE POST PROJECTING 3 INCHES.
 FE1628
 FE1628                          STATION RECOVERY (1971)
 FE1628
 FE1628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1632 ***********************************************************************
 FE1632  DESIGNATION -  49 3 21
 FE1632  PID         -  FE1632
 FE1632  STATE/COUNTY-  TN/LAUDERDALE
 FE1632  USGS QUAD   -  GOLDDUST (1983)
 FE1632
 FE1632                         *CURRENT SURVEY CONTROL
 FE1632  ___________________________________________________________________
 FE1632* NAD 83(1986)-  35 38 22.     (N)    089 49 33.     (W)     SCALED    
 FE1632* NAVD 88     -       133.023  (meters)     436.43   (feet)  ADJUSTED  
 FE1632  ___________________________________________________________________
 FE1632  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1632  DYNAMIC HT  -         132.911 (meters)     436.06  (feet)  COMP
 FE1632  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 FE1632
 FE1632  VERT ORDER  -  FIRST     CLASS II
 FE1632
 FE1632.The horizontal coordinates were scaled from a topographic map and have
 FE1632.an estimated accuracy of +/- 6 seconds.
 FE1632
 FE1632.The orthometric height was determined by differential leveling
 FE1632.and adjusted by the National Geodetic Survey in June 1991..
 FE1632
 FE1632.The geoid height was determined by GEOID03.
 FE1632
 FE1632.The dynamic height is computed by dividing the NAVD 88
 FE1632.geopotential number by the normal gravity value computed on the
 FE1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1632.degrees latitude (g = 980.6199 gals.).
 FE1632
 FE1632.The modeled gravity was interpolated from observed gravity values.
 FE1632
 FE1632;                    North         East    Units  Estimated Accuracy
 FE1632;SPC TN       -   151,680.      253,590.      MT  (+/- 180 meters Scaled)
 FE1632
 FE1632                          SUPERSEDED SURVEY CONTROL
 FE1632
 FE1632  NGVD 29 (??/??/??)  132.990  (m)          436.32   (f) ADJUSTED    1 2
 FE1632
 FE1632.Superseded values are not recommended for survey control.
 FE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1632.See file dsdata.txt to determine how the superseded data were derived.
 FE1632
 FE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE441476(NAD 83)
 FE1632_MARKER: DD = SURVEY DISK
 FE1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1632_STAMPING: 49-3-21
 FE1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1632+STABILITY: SURFACE MOTION
 FE1632
 FE1632  HISTORY     - Date     Condition        Report By
 FE1632  HISTORY     - UNK      MONUMENTED       TNDG
 FE1632  HISTORY     - 1957     GOOD             CGS
 FE1632  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1632
 FE1632                          STATION DESCRIPTION
 FE1632
 FE1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1632'5 MI NE FROM FULTON.
 FE1632'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1632'AT FULTON, THENCE 0.85 MILE NORTHWEST ALONG A GRADED ROAD, ABOUT
 FE1632'100 YARDS SOUTHEAST OF A ROAD CROSSING, 27 FEET NORTH-NORTHEAST
 FE1632'OF THE CENTER LINE OF THE ROAD, 80 FEET NORTHEAST OF AND ACROSS
 FE1632'THE ROAD FROM POWER LINE POLE NO. 14, 56 FEET WEST OF THE CENTER
 FE1632'OF THE JUNCTION OF MAIN ROAD AND PRIVATE ROAD, 13 FEET SOUTHWEST
 FE1632'OF THE CENTER LINE OF A PRIVATE ROAD, ON THE TOP OF A NARROW
 FE1632'SMALL RIDGE, 6 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 FE1632'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FE1632
 FE1632                          STATION RECOVERY (2002)
 FE1632
 FE1632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1632'RIDGE HAD BEEN GRADED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1620 ***********************************************************************
 FE1620  DESIGNATION -  49 3 3 RESET
 FE1620  PID         -  FE1620
 FE1620  STATE/COUNTY-  TN/LAUDERDALE
 FE1620  USGS QUAD   -  FORT PILLOW (1972)
 FE1620
 FE1620                         *CURRENT SURVEY CONTROL
 FE1620  ___________________________________________________________________
 FE1620* NAD 83(1986)-  35 40 23.     (N)    089 42 58.     (W)     SCALED    
 FE1620* NAVD 88     -        90.260  (meters)     296.13   (feet)  ADJUSTED  
 FE1620  ___________________________________________________________________
 FE1620  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1620  DYNAMIC HT  -          90.184 (meters)     295.88  (feet)  COMP
 FE1620  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 FE1620
 FE1620  VERT ORDER  -  FIRST     CLASS II
 FE1620
 FE1620.The horizontal coordinates were scaled from a topographic map and have
 FE1620.an estimated accuracy of +/- 6 seconds.
 FE1620
 FE1620.The orthometric height was determined by differential leveling
 FE1620.and adjusted by the National Geodetic Survey in June 1991..
 FE1620
 FE1620.The geoid height was determined by GEOID03.
 FE1620
 FE1620.The dynamic height is computed by dividing the NAVD 88
 FE1620.geopotential number by the normal gravity value computed on the
 FE1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1620.degrees latitude (g = 980.6199 gals.).
 FE1620
 FE1620.The modeled gravity was interpolated from observed gravity values.
 FE1620
 FE1620;                    North         East    Units  Estimated Accuracy
 FE1620;SPC TN       -   155,030.      263,660.      MT  (+/- 180 meters Scaled)
 FE1620
 FE1620                          SUPERSEDED SURVEY CONTROL
 FE1620
 FE1620  NGVD 29 (??/??/??)   90.223  (m)          296.01   (f) ADJUSTED    1 2
 FE1620
 FE1620.Superseded values are not recommended for survey control.
 FE1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1620.See file dsdata.txt to determine how the superseded data were derived.
 FE1620
 FE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE541510(NAD 83)
 FE1620_MARKER: DD = SURVEY DISK
 FE1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1620_STAMPING: 49-3-3 RESET 1957
 FE1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1620+STABILITY: SURFACE MOTION
 FE1620
 FE1620  HISTORY     - Date     Condition        Report By
 FE1620  HISTORY     - 1957     MONUMENTED       TNDG
 FE1620  HISTORY     - 1957     GOOD             CGS
 FE1620  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1620
 FE1620                          STATION DESCRIPTION
 FE1620
 FE1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1620'0.5 MI SW FROM CHERRY.
 FE1620'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1620'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 26 FEET
 FE1620'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHWEST
 FE1620'AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 280, 15 1/2
 FE1620'FEET NORTH-NORTHEAST OF THE NORTHWEST END OF A 24-INCH METAL
 FE1620'PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTH OF A WHITE BOARD
 FE1620'FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FE1620'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FE1620
 FE1620                          STATION RECOVERY (1971)
 FE1620
 FE1620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1621 ***********************************************************************
 FE1621  DESIGNATION -  49 3 4
 FE1621  PID         -  FE1621
 FE1621  STATE/COUNTY-  TN/LAUDERDALE
 FE1621  USGS QUAD   -  FORT PILLOW (1972)
 FE1621
 FE1621                         *CURRENT SURVEY CONTROL
 FE1621  ___________________________________________________________________
 FE1621* NAD 83(1986)-  35 40 17.     (N)    089 43 21.     (W)     SCALED    
 FE1621* NAVD 88     -        87.680  (meters)     287.66   (feet)  ADJUSTED  
 FE1621  ___________________________________________________________________
 FE1621  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1621  DYNAMIC HT  -          87.606 (meters)     287.42  (feet)  COMP
 FE1621  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 FE1621
 FE1621  VERT ORDER  -  FIRST     CLASS II
 FE1621
 FE1621.The horizontal coordinates were scaled from a topographic map and have
 FE1621.an estimated accuracy of +/- 6 seconds.
 FE1621
 FE1621.The orthometric height was determined by differential leveling
 FE1621.and adjusted by the National Geodetic Survey in June 1991..
 FE1621
 FE1621.The geoid height was determined by GEOID03.
 FE1621
 FE1621.The dynamic height is computed by dividing the NAVD 88
 FE1621.geopotential number by the normal gravity value computed on the
 FE1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1621.degrees latitude (g = 980.6199 gals.).
 FE1621
 FE1621.The modeled gravity was interpolated from observed gravity values.
 FE1621
 FE1621;                    North         East    Units  Estimated Accuracy
 FE1621;SPC TN       -   154,860.      263,080.      MT  (+/- 180 meters Scaled)
 FE1621
 FE1621                          SUPERSEDED SURVEY CONTROL
 FE1621
 FE1621  NGVD 29 (??/??/??)   87.643  (m)          287.54   (f) ADJUSTED    1 2
 FE1621
 FE1621.Superseded values are not recommended for survey control.
 FE1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1621.See file dsdata.txt to determine how the superseded data were derived.
 FE1621
 FE1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE535509(NAD 83)
 FE1621_MARKER: DD = SURVEY DISK
 FE1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1621_STAMPING: 49-3-4
 FE1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1621+STABILITY: SURFACE MOTION
 FE1621
 FE1621  HISTORY     - Date     Condition        Report By
 FE1621  HISTORY     - UNK      MONUMENTED       TNDG
 FE1621  HISTORY     - 1957     GOOD             CGS
 FE1621  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1621
 FE1621                          STATION DESCRIPTION
 FE1621
 FE1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1621'0.9 MI SW FROM CHERRY.
 FE1621'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1621'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, ABOUT
 FE1621'1.1 MILES NORTHEAST OF THE MAIN ENTRANCE TO THE FORT PILLOW
 FE1621'STATE PRISON FARM, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1621'HIGHWAY, 338 FEET WEST-SOUTHWEST OF THE WEST CORNER OF A 16 FOOT
 FE1621'LONG WOODEN BRIDGE UNDER THE HIGHWAY, 208 FEET NORTHEAST AND
 FE1621'ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 285, 6 FEET SOUTHEAST
 FE1621'OF A BOARD FENCE PAINTED WHITE, ABOUT LEVEL WITH THE HIGHWAY AND
 FE1621'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1621'GROUND.
 FE1621
 FE1621                          STATION RECOVERY (1971)
 FE1621
 FE1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1081 ***********************************************************************
 GB1081  DESIGNATION -  49 RHP
 GB1081  PID         -  GB1081
 GB1081  STATE/COUNTY-  TN/FENTRESS
 GB1081  USGS QUAD   -  SHARP PLACE (1981)
 GB1081
 GB1081                         *CURRENT SURVEY CONTROL
 GB1081  ___________________________________________________________________
 GB1081* NAD 83(1986)-  36 30 32.     (N)    084 49 40.     (W)     SCALED    
 GB1081* NAVD 88     -       518.838  (meters)    1702.22   (feet)  ADJUSTED  
 GB1081  ___________________________________________________________________
 GB1081  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB1081  DYNAMIC HT  -         518.401 (meters)    1700.79  (feet)  COMP
 GB1081  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB1081
 GB1081  VERT ORDER  -  SECOND    CLASS 0
 GB1081
 GB1081.The horizontal coordinates were scaled from a topographic map and have
 GB1081.an estimated accuracy of +/- 6 seconds.
 GB1081
 GB1081.The orthometric height was determined by differential leveling
 GB1081.and adjusted by the National Geodetic Survey in June 1991..
 GB1081
 GB1081.The geoid height was determined by GEOID03.
 GB1081
 GB1081.The dynamic height is computed by dividing the NAVD 88
 GB1081.geopotential number by the normal gravity value computed on the
 GB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1081.degrees latitude (g = 980.6199 gals.).
 GB1081
 GB1081.The modeled gravity was interpolated from observed gravity values.
 GB1081
 GB1081;                    North         East    Units  Estimated Accuracy
 GB1081;SPC TN       -   242,010.      705,010.      MT  (+/- 180 meters Scaled)
 GB1081
 GB1081                          SUPERSEDED SURVEY CONTROL
 GB1081
 GB1081  NGVD 29 (??/??/92)  518.967  (m)         1702.64   (f) ADJ UNCH    2 0
 GB1081
 GB1081.Superseded values are not recommended for survey control.
 GB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1081.See file dsdata.txt to determine how the superseded data were derived.
 GB1081
 GB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF945425(NAD 83)
 GB1081_MARKER: DD = SURVEY DISK
 GB1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1081_STAMPING: 49 RHP 1703 1950 120.644
 GB1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1081+STABILITY: SURFACE MOTION
 GB1081
 GB1081  HISTORY     - Date     Condition        Report By
 GB1081  HISTORY     - 1950     MONUMENTED       USGS
 GB1081  HISTORY     - 1951     GOOD             NGS
 GB1081  HISTORY     - 1958     GOOD             USGS
 GB1081
 GB1081                          STATION DESCRIPTION
 GB1081
 GB1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1081'4.9 MI NE FROM EAST JAMESTOWN.
 GB1081'ABOUT 4.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1081'AT EAST JAMESTOWN, AT THE JUNCTION OF A GRAVEL ROAD EAST AND
 GB1081'DIM ROAD SOUTH, 31 FEET SOUTHEAST OF CENTER OF JUNCTION, 21
 GB1081'FEET SOUTH OF CENTER LINE OF ROAD EAST, 23 FEET EAST OF CENTER
 GB1081'LINE OF ROAD SOUTH, 3 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET
 GB1081'WEST OF A FENCE CORNER, 1 1/2 FEET EAST OF A WHITE WOODEN
 GB1081'WITNESS POST, ABOUT LEVEL WITH ROAD EAST AND SET IN THE TOP
 GB1081'OF A CONCRETE POST PROJECTING 1 INCH.
 GB1081
 GB1081                          STATION RECOVERY (1958)
 GB1081
 GB1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GB1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1331 ***********************************************************************
 GC1331  DESIGNATION -  497 06
 GC1331  PID         -  GC1331
 GC1331  STATE/COUNTY-  TN/CHEATHAM
 GC1331  USGS QUAD   -  WHITE BLUFF (1983)
 GC1331
 GC1331                         *CURRENT SURVEY CONTROL
 GC1331  ___________________________________________________________________
 GC1331* NAD 83(1986)-  36 06 05.     (N)    087 07 35.     (W)     SCALED    
 GC1331* NAVD 88     -       151.329  (meters)     496.49   (feet)  ADJUSTED  
 GC1331  ___________________________________________________________________
 GC1331  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC1331  DYNAMIC HT  -         151.199 (meters)     496.06  (feet)  COMP
 GC1331  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GC1331
 GC1331  VERT ORDER  -  FIRST     CLASS II
 GC1331
 GC1331.The horizontal coordinates were scaled from a topographic map and have
 GC1331.an estimated accuracy of +/- 6 seconds.
 GC1331
 GC1331.The orthometric height was determined by differential leveling
 GC1331.and adjusted by the National Geodetic Survey in June 1991..
 GC1331
 GC1331.The geoid height was determined by GEOID03.
 GC1331
 GC1331.The dynamic height is computed by dividing the NAVD 88
 GC1331.geopotential number by the normal gravity value computed on the
 GC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1331.degrees latitude (g = 980.6199 gals.).
 GC1331
 GC1331.The modeled gravity was interpolated from observed gravity values.
 GC1331
 GC1331;                    North         East    Units  Estimated Accuracy
 GC1331;SPC TN       -   196,750.      498,580.      MT  (+/- 180 meters Scaled)
 GC1331
 GC1331                          SUPERSEDED SURVEY CONTROL
 GC1331
 GC1331  NGVD 29 (??/??/92)  151.354  (m)          496.57   (f) ADJ UNCH    1 2
 GC1331
 GC1331.Superseded values are not recommended for survey control.
 GC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1331.See file dsdata.txt to determine how the superseded data were derived.
 GC1331
 GC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE886952(NAD 83)
 GC1331_MARKER: Q = CHISELED SQUARE
 GC1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1331_SP_SET: BRIDGE
 GC1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1331
 GC1331  HISTORY     - Date     Condition        Report By
 GC1331  HISTORY     - UNK      MONUMENTED       USGS
 GC1331  HISTORY     - 1948     GOOD             NGS
 GC1331
 GC1331                          STATION DESCRIPTION
 GC1331
 GC1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1331'0.6 MI W FROM KINGSTON SPRINGS.
 GC1331'0.6 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1331'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, SET IN THE TOP OF
 GC1331'THE NORTH END OF THE SOUTHWEST WING WALL OF BRIDGE NO. 24.6 OVER
 GC1331'TURNBULL CREEK, ABOUT 4.5 FEET SOUTH OF THE SOUTH RAIL, 5
 GC1331'INCHES NORTH OF THE NUMBER 2 IN THE INSCRIBED NUMBERS 24.6
 GC1331'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- CHISELED SQUARE IS
 GC1331'FAINT BUT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0393 ***********************************************************************
 GC0393  DESIGNATION -  499
 GC0393  PID         -  GC0393
 GC0393  STATE/COUNTY-  TN/DAVIDSON
 GC0393  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0393
 GC0393                         *CURRENT SURVEY CONTROL
 GC0393  ___________________________________________________________________
 GC0393* NAD 83(1986)-  36 09 32.     (N)    086 46 58.     (W)     SCALED    
 GC0393* NAVD 88     -       152.810  (meters)     501.34   (feet)  ADJUSTED  
 GC0393  ___________________________________________________________________
 GC0393  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0393  DYNAMIC HT  -         152.679 (meters)     500.91  (feet)  COMP
 GC0393  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GC0393
 GC0393  VERT ORDER  -  FIRST     CLASS II
 GC0393
 GC0393.The horizontal coordinates were scaled from a topographic map and have
 GC0393.an estimated accuracy of +/- 6 seconds.
 GC0393
 GC0393.The orthometric height was determined by differential leveling
 GC0393.and adjusted by the National Geodetic Survey in June 1991..
 GC0393.WARNING-Repeat measurements at this control monument indicate possible
 GC0393.vertical movement.
 GC0393
 GC0393.The geoid height was determined by GEOID03.
 GC0393
 GC0393.The dynamic height is computed by dividing the NAVD 88
 GC0393.geopotential number by the normal gravity value computed on the
 GC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0393.degrees latitude (g = 980.6199 gals.).
 GC0393
 GC0393.The modeled gravity was interpolated from observed gravity values.
 GC0393
 GC0393;                    North         East    Units  Estimated Accuracy
 GC0393;SPC TN       -   202,830.      529,570.      MT  (+/- 180 meters Scaled)
 GC0393
 GC0393                          SUPERSEDED SURVEY CONTROL
 GC0393
 GC0393.No superseded survey control is available for this station.
 GC0393
 GC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF195015(NAD 83)
 GC0393_MARKER: DD = SURVEY DISK
 GC0393_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC0393_STAMPING: 499 1906
 GC0393_MARK LOGO: USGS  
 GC0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0393+STABILITY: POSITION/ELEVATION WELL
 GC0393
 GC0393  HISTORY     - Date     Condition        Report By
 GC0393  HISTORY     - 1906     MONUMENTED       USGS
 GC0393  HISTORY     - 1949     GOOD             NGS
 GC0393  HISTORY     - 1984     GOOD             NGS
 GC0393
 GC0393                          STATION DESCRIPTION
 GC0393
 GC0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0393'AT NASHVILLE.
 GC0393'AT NASHVILLE, ON BROAD STREET BETWEEN 8TH AND 9TH AVENUE NORTH,
 GC0393'SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE
 GC0393'METHODIST BUILDING, 0.7 FOOT NORTH OF THE SOUTHEAST CORNER AND
 GC0393'ABOUT 4 FEET ABOVE THE SIDE WALK.
 GC0393
 GC0393                          STATION RECOVERY (1984)
 GC0393
 GC0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0393'RECOVERED IN GOOD CONDITION.  NOTE, BUILDING IS NOT OCCUPPIED AT THIS
 GC0393'TIME, ACCESS TO THE MARK IS THROUGH A LOCKED SECURITY GATE.  ALSO THE
 GC0393'DATE ON THE DISK WAS NOT VISIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1395 ***********************************************************************
 FC1395  DESIGNATION -  5
 FC1395  PID         -  FC1395
 FC1395  STATE/COUNTY-  TN/MARION
 FC1395  USGS QUAD   -  MONTEAGLE (1982)
 FC1395
 FC1395                         *CURRENT SURVEY CONTROL
 FC1395  ___________________________________________________________________
 FC1395* NAD 83(1986)-  35 14 22.     (N)    085 50 53.     (W)     SCALED    
 FC1395* NAVD 88     -       585.664  (meters)    1921.47   (feet)  ADJUSTED  
 FC1395  ___________________________________________________________________
 FC1395  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1395  DYNAMIC HT  -         585.068 (meters)    1919.51  (feet)  COMP
 FC1395  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FC1395
 FC1395  VERT ORDER  -  SECOND    CLASS 0
 FC1395
 FC1395.The horizontal coordinates were scaled from a topographic map and have
 FC1395.an estimated accuracy of +/- 6 seconds.
 FC1395
 FC1395.The orthometric height was determined by differential leveling
 FC1395.and adjusted by the National Geodetic Survey in June 1991..
 FC1395
 FC1395.The geoid height was determined by GEOID03.
 FC1395
 FC1395.The dynamic height is computed by dividing the NAVD 88
 FC1395.geopotential number by the normal gravity value computed on the
 FC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1395.degrees latitude (g = 980.6199 gals.).
 FC1395
 FC1395.The modeled gravity was interpolated from observed gravity values.
 FC1395
 FC1395;                    North         East    Units  Estimated Accuracy
 FC1395;SPC TN       -   100,540.      613,830.      MT  (+/- 180 meters Scaled)
 FC1395
 FC1395                          SUPERSEDED SURVEY CONTROL
 FC1395
 FC1395  NGVD 29 (??/??/92)  585.648  (m)         1921.41   (f) ADJ UNCH    2 0
 FC1395
 FC1395.Superseded values are not recommended for survey control.
 FC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1395.See file dsdata.txt to determine how the superseded data were derived.
 FC1395
 FC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE048002(NAD 83)
 FC1395_MARKER: DD = SURVEY DISK
 FC1395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1395_SP_SET: OVERPASS
 FC1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1395
 FC1395  HISTORY     - Date     Condition        Report By
 FC1395  HISTORY     - UNK      MONUMENTED       TNHD
 FC1395  HISTORY     - 1962     GOOD             NGS
 FC1395
 FC1395                          STATION DESCRIPTION
 FC1395
 FC1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1395'0.6 MI W FROM MONTEAGLE.
 FC1395'AT THE MONTEAGLE STATION SITE, 115.2 FEET NORTHWEST OF THE STATION
 FC1395'MARK, AND 94.2 FEET NORTH OF REFERENCE MARK 1.  A TENNESSEE
 FC1395'DEPARTMENT OF HIGHWAYS DISK SET IN THE CONCRETE AT THE SOUTHWEST
 FC1395'END OF THE NORTH OVERPASS ON U.S. HIGHWAY 64.  NOTE-- THIS
 FC1395'MARK WAS ALSO USED AS MONTEAGLE RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2588 ***********************************************************************
 AJ2588  DESIGNATION -  50
 AJ2588  PID         -  AJ2588
 AJ2588  STATE/COUNTY-  TN/SHELBY
 AJ2588  USGS QUAD   -  MILLINGTON (1997)
 AJ2588
 AJ2588                         *CURRENT SURVEY CONTROL
 AJ2588  ___________________________________________________________________
 AJ2588* NAD 83(1995)-  35 16 11.08509(N)    089 53 16.81096(W)     ADJUSTED  
 AJ2588* NAVD 88     -        74.09   (meters)     243.1    (feet)  LEVELING  
 AJ2588  ___________________________________________________________________
 AJ2588  X           -      10,190.400 (meters)                     COMP
 AJ2588  Y           -  -5,213,232.362 (meters)                     COMP
 AJ2588  Z           -   3,662,367.736 (meters)                     COMP
 AJ2588  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AJ2588  ELLIP HEIGHT-          46.81  (meters)          (04/26/01) GPS OBS
 AJ2588  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2588
 AJ2588  HORZ ORDER  -  FIRST
 AJ2588  VERT ORDER  -  THIRD ?
 AJ2588  ELLP ORDER  -  FOURTH    CLASS I
 AJ2588
 AJ2588.The horizontal coordinates were established by GPS observations
 AJ2588.and adjusted by the National Geodetic Survey in April 2001..
 AJ2588
 AJ2588.The orthometric height was determined by differential leveling.
 AJ2588.The vertical network tie was performed by a horz. field party for horz.
 AJ2588.obs reductions. Reset procedures were used to establish the elevation.
 AJ2588
 AJ2588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2588
 AJ2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2588
 AJ2588.The ellipsoidal height was determined by GPS observations
 AJ2588.and is referenced to NAD 83.
 AJ2588
 AJ2588.The geoid height was determined by GEOID03.
 AJ2588
 AJ2588;                    North         East     Units Scale Factor Converg.
 AJ2588;SPC TN       -   110,921.221   246,334.284   MT  0.99999657   -2 16 34.3
 AJ2588;SPC TN       -   363,914.04    808,181.73   sFT  0.99999657   -2 16 34.3
 AJ2588;UTM  16      - 3,906,782.474   237,295.347   MT  1.00045060   -1 40 06.8
 AJ2588
 AJ2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2588!SPC TN       -   0.99999265  x   0.99999657  =   0.99998922
 AJ2588!UTM  16      -   0.99999265  x   1.00045060  =   1.00044325
 AJ2588
 AJ2588                          SUPERSEDED SURVEY CONTROL
 AJ2588
 AJ2588.No superseded survey control is available for this station.
 AJ2588
 AJ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3729506782(NAD 83)
 AJ2588_MARKER: DD = SURVEY DISK
 AJ2588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2588+WITH SETTING: INFORMATION.
 AJ2588_STAMPING: 050
 AJ2588_MARK LOGO: MLGW  
 AJ2588_PROJECTION: FLUSH
 AJ2588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2588+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2588_ROD/PIPE-DEPTH:  0.8 meters
 AJ2588
 AJ2588  HISTORY     - Date     Condition        Report By
 AJ2588  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2588
 AJ2588                          STATION DESCRIPTION
 AJ2588
 AJ2588'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2588'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY
 AJ2588'APPROXIMATELY 1.30 MILES (2.09 KM) WEST OF BARTLETT TENNESSEE.
 AJ2588'TO REACH THE STATION FROM THE INTERSECTION OF BOLEN HUSE ROAD AND SGT.
 AJ2588'WALTER K.  SINGLETON PARKWAY, PROCEED NORTH ON WALTER K. SINGLETON
 AJ2588'PARKWAY APPROXIMATELY 0.60 MILE (0.97 KM) TO THE STATION ON THE LEFT.
 AJ2588'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2588'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2588'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE MEDIAN ISLAND,
 AJ2588'1394.00 FEET (424.89 M) SOUTH OF THE SOUTH END OF BRIDGE OVER
 AJ2588'LOOSAHATCHIE RIVER, BRIDGE NO.  79-204-7.52, 481.50 FEET (146.76 M)
 AJ2588'NORTH OF THE CENTERLINE OF A CUT-THROUGH IN THE MEDIAN OF SINGLETON
 AJ2588'PARKWAY, 12.50 FEET (3.81 M) EAST OF THE WEST CURBLINE OF MEDIAN,
 AJ2588'10.80 FEET (3.29 M) WEST OF THE EAST CURBLINE OF MEDIAN.  THE CAP AND
 AJ2588'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7705 ***********************************************************************
 DG7705  CBN         -  This is a Cooperative Base Network Control Station.
 DG7705  DESIGNATION -  50 DCSP 1 AZ
 DG7705  PID         -  DG7705
 DG7705  STATE/COUNTY-  TN/LAWRENCE
 DG7705  USGS QUAD   -  ETHRIDGE (1988)
 DG7705
 DG7705                         *CURRENT SURVEY CONTROL
 DG7705  ___________________________________________________________________
 DG7705* NAD 83(1995)-  35 16 09.30268(N)    087 21 42.19780(W)     ADJUSTED  
 DG7705* NAVD 88     -       263.9    (meters)     866.     (feet)  GPS OBS   
 DG7705  ___________________________________________________________________
 DG7705  X           -     239,976.070 (meters)                     COMP
 DG7705  Y           -  -5,207,902.603 (meters)                     COMP
 DG7705  Z           -   3,662,432.216 (meters)                     COMP
 DG7705  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DG7705  ELLIP HEIGHT-         236.15  (meters)          (08/03/04) GPS OBS
 DG7705  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DG7705
 DG7705  HORZ ORDER  -  A
 DG7705  ELLP ORDER  -  FOURTH    CLASS I
 DG7705
 DG7705.The horizontal coordinates were established by GPS observations
 DG7705.and adjusted by the National Geodetic Survey in August 2004..
 DG7705
 DG7705.The orthometric height was determined by GPS observations and a
 DG7705.high-resolution geoid model.
 DG7705
 DG7705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7705
 DG7705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7705
 DG7705.The ellipsoidal height was determined by GPS observations
 DG7705.and is referenced to NAD 83.
 DG7705
 DG7705.The geoid height was determined by GEOID03.
 DG7705
 DG7705;                    North         East     Units Scale Factor Converg.
 DG7705;SPC TN       -   104,702.272   476,103.909   MT  0.99999666   -0 47 49.9
 DG7705;SPC TN       -   343,510.70  1,562,017.57   sFT  0.99999666   -0 47 49.9
 DG7705;UTM  16      - 3,902,962.578   467,100.719   MT  0.99961334   -0 12 31.9
 DG7705
 DG7705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7705!SPC TN       -   0.99996293  x   0.99999666  =   0.99995959
 DG7705!UTM  16      -   0.99996293  x   0.99961334  =   0.99957629
 DG7705
 DG7705                          SUPERSEDED SURVEY CONTROL
 DG7705
 DG7705.No superseded survey control is available for this station.
 DG7705
 DG7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6710102963(NAD 83)
 DG7705_MARKER: DD = SURVEY DISK
 DG7705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG7705+WITH SETTING: INFORMATION.
 DG7705_STAMPING: 50-DCSP-1-AZ
 DG7705_MARK LOGO: TNHD  
 DG7705_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7705+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7705
 DG7705  HISTORY     - Date     Condition        Report By
 DG7705  HISTORY     - 20031010 MONUMENTED       TNHD
 DG7705
 DG7705                          STATION DESCRIPTION
 DG7705
 DG7705'DESCRIBED BY TN HIGHWAY DEPT 2003 (BES)
 DG7705'BEGINNING AT THE INTERSECTION OF US 43 (SR 6) AND US 46 (SR 15) IN
 DG7705'LAWRENCEBURG, GO WESTERLY ON US 64 FOR 1.4 MILES TO THE ENTRANCE TO
 DG7705'DAVID CROCKET STATE PARK ON THE RIGHT.  TURN RIGHT, ENTER PARK, FOLLOW
 DG7705'THE MAIN PARK ROAD NORTHWESTERLY FOR 2.3 MILES TO A FORK IN THE ROAD.
 DG7705'TAKE THE LEFT FORK AND GO 0.3 MILES TO THE BOAT DOCK AND THE STATION
 DG7705'ON THE RIGHT, ON THE SHORE OF LAKE LINDSEY (STATION IS ON THE LEFT
 DG7705'SIDE ON THE PARKING LOT.)
 DG7705' 
 DG7705'THE STATION IS 114 FT NNW OF THE LAKE OFFICE BUILDING, 97 FT ENE OF
 DG7705'THER CENTER OF THE PARK ROAD, 68 FT E OF AN 8 INCH REDBUD TREE, 35 FT
 DG7705'WSW OF THE EDGE OF LAKE LINDSEY AND 4.2 FT NNW OF AN ORANGE WITNESS
 DG7705'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2397 ***********************************************************************
 GA2397  DESIGNATION -  500
 GA2397  PID         -  GA2397
 GA2397  STATE/COUNTY-  TN/KNOX
 GA2397  USGS QUAD   -  JOHN SEVIER (1992)
 GA2397
 GA2397                         *CURRENT SURVEY CONTROL
 GA2397  ___________________________________________________________________
 GA2397* NAD 83(1986)-  36 00 14.     (N)    083 51 33.     (W)     SCALED    
 GA2397* NAVD 88     -       272.46   (+/-2cm)     893.9    (feet)  VERTCON   
 GA2397  ___________________________________________________________________
 GA2397  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2397
 GA2397  VERT ORDER  -  ? (See Below)
 GA2397
 GA2397.The horizontal coordinates were scaled from a topographic map and have
 GA2397.an estimated accuracy of +/- 6 seconds.
 GA2397
 GA2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2397.The vertical order pertains to the NGVD 29 superseded value.
 GA2397
 GA2397.The geoid height was determined by GEOID03.
 GA2397
 GA2397;                    North         East    Units  Estimated Accuracy
 GA2397;SPC TN       -   187,460.      792,990.      MT  (+/- 180 meters Scaled)
 GA2397
 GA2397                          SUPERSEDED SURVEY CONTROL
 GA2397
 GA2397  NGVD 29 (??/??/92)  272.604  (m)          894.37   (f) ADJ UNCH    ?  
 GA2397
 GA2397.Superseded values are not recommended for survey control.
 GA2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2397.See file dsdata.txt to determine how the superseded data were derived.
 GA2397
 GA2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV422881(NAD 83)
 GA2397_MARKER: DD = SURVEY DISK
 GA2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2397_STAMPING: 500
 GA2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2397+STABILITY: SURFACE MOTION
 GA2397
 GA2397  HISTORY     - Date     Condition        Report By
 GA2397  HISTORY     - UNK      MONUMENTED       TNGS
 GA2397  HISTORY     - 1936     GOOD             USGS
 GA2397  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2397
 GA2397                          STATION DESCRIPTION
 GA2397
 GA2397'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GA2397'AT KNOXVILLE.
 GA2397'IN KNOX COUNTY, NEAR THE EAST CITY LIMITS OF KNOXVILLE, ON THE
 GA2397'ANDREW JOHNSON HIGHWAY (U.S. HIGHWAY 25 W WHICH IS THE EXTENSION
 GA2397'OF HOLSTON DRIVE), 327 FEET EAST OF THE CITY LIMITS, 397 FEET
 GA2397'EAST OF THE PROPERTY LINE OF THE MACEDONIA METHODIST CHURCH, 91
 GA2397'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AT 5000 HOLSTON
 GA2397'DRIVE (THE PARSONAGE OF MACEDONIA CHURCH), 45 FEET SOUTH OF THE
 GA2397'CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.
 GA2397'A STATE SURVEY STANDARD DISK, STAMPED 500 AND SET IN THE TOP OF
 GA2397'A CONCRETE POST.
 GA2397
 GA2397                          STATION RECOVERY (1982)
 GA2397
 GA2397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0523 ***********************************************************************
 GC0523  DESIGNATION -  504 RESET
 GC0523  PID         -  GC0523
 GC0523  STATE/COUNTY-  TN/SUMNER
 GC0523  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0523
 GC0523                         *CURRENT SURVEY CONTROL
 GC0523  ___________________________________________________________________
 GC0523* NAD 83(1986)-  36 22 13.     (N)    086 42 37.     (W)     SCALED    
 GC0523* NAVD 88     -       152.109  (meters)     499.04   (feet)  ADJUSTED  
 GC0523  ___________________________________________________________________
 GC0523  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0523  DYNAMIC HT  -         151.980 (meters)     498.62  (feet)  COMP
 GC0523  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GC0523
 GC0523  VERT ORDER  -  SECOND    CLASS 0
 GC0523
 GC0523.The horizontal coordinates were scaled from a topographic map and have
 GC0523.an estimated accuracy of +/- 6 seconds.
 GC0523
 GC0523.The orthometric height was determined by differential leveling
 GC0523.and adjusted by the National Geodetic Survey in June 1991..
 GC0523
 GC0523.The geoid height was determined by GEOID03.
 GC0523
 GC0523.The dynamic height is computed by dividing the NAVD 88
 GC0523.geopotential number by the normal gravity value computed on the
 GC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0523.degrees latitude (g = 980.6199 gals.).
 GC0523
 GC0523.The modeled gravity was interpolated from observed gravity values.
 GC0523
 GC0523;                    North         East    Units  Estimated Accuracy
 GC0523;SPC TN       -   226,230.      536,260.      MT  (+/- 180 meters Scaled)
 GC0523
 GC0523                          SUPERSEDED SURVEY CONTROL
 GC0523
 GC0523  NGVD 29 (??/??/92)  152.160  (m)          499.21   (f) ADJ UNCH    2 0
 GC0523
 GC0523.Superseded values are not recommended for survey control.
 GC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0523.See file dsdata.txt to determine how the superseded data were derived.
 GC0523
 GC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF259250(NAD 83)
 GC0523_MARKER: DD = SURVEY DISK
 GC0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0523_SP_SET: CULVERT
 GC0523_STAMPING: 504 RESET 1938
 GC0523_MARK LOGO: USGS  
 GC0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0523
 GC0523  HISTORY     - Date     Condition        Report By
 GC0523  HISTORY     - 1938     MONUMENTED       USGS
 GC0523  HISTORY     - 1960     GOOD             NGS
 GC0523
 GC0523                          STATION DESCRIPTION
 GC0523
 GC0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0523'AT MILLERSVILLE.
 GC0523'ABOUT 200 FT. WEST OF THE MILLERSVILLE SCHOOL, 58 FT. EAST OF
 GC0523'THE CENTER OF U.S. HIGHWAY 31W, 38 FT. EAST OF A POWER LINE
 GC0523'POLE AND STREET LIGHT, 21 FT. NORTH OF THE DRIVEWAY LEADING TO
 GC0523'THE MILLERSVILLE SCHOOL, A DISK DRILLED IN THE TOP OF THE
 GC0523'CONCRETE HEADWALL OF A CONCRETE CULVERT, AND ABOUT 1 FT. ABOVE
 GC0523'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0973 ***********************************************************************
 FD0973  DESIGNATION -  506
 FD0973  PID         -  FD0973
 FD0973  STATE/COUNTY-  TN/WAYNE
 FD0973  USGS QUAD   -  EAGLE CREEK (1972)
 FD0973
 FD0973                         *CURRENT SURVEY CONTROL
 FD0973  ___________________________________________________________________
 FD0973* NAD 83(1986)-  35 18 11.     (N)    087 52 51.     (W)     SCALED    
 FD0973* NAVD 88     -       154.534  (meters)     507.00   (feet)  ADJUSTED  
 FD0973  ___________________________________________________________________
 FD0973  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0973  DYNAMIC HT  -         154.391 (meters)     506.53  (feet)  COMP
 FD0973  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FD0973
 FD0973  VERT ORDER  -  SECOND    CLASS 0
 FD0973
 FD0973.The horizontal coordinates were scaled from a topographic map and have
 FD0973.an estimated accuracy of +/- 6 seconds.
 FD0973
 FD0973.The orthometric height was determined by differential leveling
 FD0973.and adjusted by the National Geodetic Survey in June 1991..
 FD0973.WARNING-Repeat measurements at this control monument indicate possible
 FD0973.vertical movement.
 FD0973
 FD0973.The geoid height was determined by GEOID03.
 FD0973
 FD0973.The dynamic height is computed by dividing the NAVD 88
 FD0973.geopotential number by the normal gravity value computed on the
 FD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0973.degrees latitude (g = 980.6199 gals.).
 FD0973
 FD0973.The modeled gravity was interpolated from observed gravity values.
 FD0973
 FD0973;                    North         East    Units  Estimated Accuracy
 FD0973;SPC TN       -   109,230.      428,950.      MT  (+/- 180 meters Scaled)
 FD0973
 FD0973                          SUPERSEDED SURVEY CONTROL
 FD0973
 FD0973  NGVD 29 (??/??/92)  154.514  (m)          506.93   (f) ADJ UNCH    2 0
 FD0973
 FD0973.Superseded values are not recommended for survey control.
 FD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0973.See file dsdata.txt to determine how the superseded data were derived.
 FD0973
 FD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE199070(NAD 83)
 FD0973_MARKER: P = PIPE CAP
 FD0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0973_STAMPING: 506 NASHVILLE
 FD0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0973
 FD0973  HISTORY     - Date     Condition        Report By
 FD0973  HISTORY     - UNK      MONUMENTED       USGS
 FD0973  HISTORY     - 1934     GOOD             NGS
 FD0973  HISTORY     - 1962     GOOD             NGS
 FD0973
 FD0973                          STATION DESCRIPTION
 FD0973
 FD0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0973'7.7 MI W FROM WAYNESBORO.
 FD0973'7.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, WAYNE
 FD0973'COUNTY, AT SORBY, 58 YARDS WEST OF A SIX-SPAN CONCRETE BRIDGE, 17
 FD0973'YARDS SOUTHWEST OF AN ABANDONED STORE BUILDING AND THE FORMER
 FD0973'POST OFFICE, 75 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FD0973'IN A FIELD, 22 YARDS WEST OF A FENCE CORNER, 2 YARDS SOUTH OF
 FD0973'THE NORTH FENCE, AND 6 FEET SOUTH OF A STEEL POST WITH A
 FD0973'CONTROL-MARKER SIGN.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 FD0973'STAMPED 506 NASHVILLE AND RIVETED ON THE TOP OF A 3-1/2-INCH
 FD0973'IRON PIPE FLUSH WITH THE GROUND.
 FD0973
 FD0973                          STATION RECOVERY (1962)
 FD0973
 FD0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1745 ***********************************************************************
 GB1745  DESIGNATION -  51
 GB1745  PID         -  GB1745
 GB1745  STATE/COUNTY-  TN/SMITH
 GB1745  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1745
 GB1745                         *CURRENT SURVEY CONTROL
 GB1745  ___________________________________________________________________
 GB1745* NAD 83(1986)-  36 07 47.     (N)    085 50 22.     (W)     SCALED    
 GB1745* NAVD 88     -       176.999  (meters)     580.70   (feet)  ADJUSTED  
 GB1745  ___________________________________________________________________
 GB1745  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1745  DYNAMIC HT  -         176.845 (meters)     580.20  (feet)  COMP
 GB1745  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GB1745
 GB1745  VERT ORDER  -  SECOND    CLASS 0
 GB1745
 GB1745.The horizontal coordinates were scaled from a topographic map and have
 GB1745.an estimated accuracy of +/- 6 seconds.
 GB1745
 GB1745.The orthometric height was determined by differential leveling
 GB1745.and adjusted by the National Geodetic Survey in June 1991..
 GB1745
 GB1745.The geoid height was determined by GEOID03.
 GB1745
 GB1745.The dynamic height is computed by dividing the NAVD 88
 GB1745.geopotential number by the normal gravity value computed on the
 GB1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1745.degrees latitude (g = 980.6199 gals.).
 GB1745
 GB1745.The modeled gravity was interpolated from observed gravity values.
 GB1745
 GB1745;                    North         East    Units  Estimated Accuracy
 GB1745;SPC TN       -   199,320.      614,450.      MT  (+/- 180 meters Scaled)
 GB1745
 GB1745                          SUPERSEDED SURVEY CONTROL
 GB1745
 GB1745  NGVD 29 (??/??/92)  177.065  (m)          580.92   (f) ADJ UNCH    2 0
 GB1745
 GB1745.Superseded values are not recommended for survey control.
 GB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1745.See file dsdata.txt to determine how the superseded data were derived.
 GB1745
 GB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE044989(NAD 83)
 GB1745_MARKER: Q = CHISELED SQUARE
 GB1745_SETTING: 66 = SET IN ROCK OUTCROP
 GB1745_SP_SET: ROCK OUTCROP
 GB1745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1745+STABILITY: POSITION/ELEVATION WELL
 GB1745
 GB1745  HISTORY     - Date     Condition        Report By
 GB1745  HISTORY     - UNK      MONUMENTED       USGS
 GB1745  HISTORY     - 1935     GOOD             NGS
 GB1745  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1745
 GB1745                          STATION DESCRIPTION
 GB1745
 GB1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1745'1.3 MI E FROM LANCASTER.
 GB1745'1.3 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1745'STATION AT LANCASTER, SMITH COUNTY, 9 FEET NORTHWEST OF A METAL
 GB1745'CULVERT, 10 FEET NORTH OF THE NORTH RAIL, ON THE TOP OF A
 GB1745'LIMESTONE OUTCROP, AND 2.5 FEET HIGHER THAN THE RAIL.  A CHISELED
 GB1745'SQUARE.
 GB1745
 GB1745                          STATION RECOVERY (1960)
 GB1745
 GB1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2683 ***********************************************************************
 AJ2683  DESIGNATION -  513
 AJ2683  PID         -  AJ2683
 AJ2683  STATE/COUNTY-  TN/SHELBY
 AJ2683  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2683
 AJ2683                         *CURRENT SURVEY CONTROL
 AJ2683  ___________________________________________________________________
 AJ2683* NAD 83(1995)-  35 00 06.59593(N)    089 56 12.91273(W)     ADJUSTED  
 AJ2683* NAVD 88     -       115.47   (meters)     378.8    (feet)  LEVELING  
 AJ2683  ___________________________________________________________________
 AJ2683  X           -       5,758.389 (meters)                     COMP
 AJ2683  Y           -  -5,230,379.204 (meters)                     COMP
 AJ2683  Z           -   3,638,083.919 (meters)                     COMP
 AJ2683  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AJ2683  ELLIP HEIGHT-          88.05  (meters)          (04/26/01) GPS OBS
 AJ2683  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2683
 AJ2683  HORZ ORDER  -  FIRST
 AJ2683  VERT ORDER  -  THIRD ?
 AJ2683  ELLP ORDER  -  FOURTH    CLASS I
 AJ2683
 AJ2683.The horizontal coordinates were established by GPS observations
 AJ2683.and adjusted by the National Geodetic Survey in April 2001..
 AJ2683
 AJ2683.The orthometric height was determined by differential leveling.
 AJ2683.The vertical network tie was performed by a horz. field party for horz.
 AJ2683.obs reductions. Reset procedures were used to establish the elevation.
 AJ2683
 AJ2683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2683
 AJ2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2683
 AJ2683.The ellipsoidal height was determined by GPS observations
 AJ2683.and is referenced to NAD 83.
 AJ2683
 AJ2683.The geoid height was determined by GEOID03.
 AJ2683
 AJ2683;                    North         East     Units Scale Factor Converg.
 AJ2683;SPC TN       -    81,399.304   240,691.627   MT  1.00005306   -2 18 17.4
 AJ2683;SPC TN       -   267,057.55    789,669.11   sFT  1.00005306   -2 18 17.4
 AJ2683;UTM  16      - 3,877,188.681   231,966.684   MT  1.00048552   -1 41 08.3
 AJ2683;UTM  15      - 3,877,534.913   779,550.770   MT  1.00056327   +1 45 29.3
 AJ2683
 AJ2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2683!SPC TN       -   0.99998618  x   1.00005306  =   1.00003924
 AJ2683!UTM  16      -   0.99998618  x   1.00048552  =   1.00047169
 AJ2683!UTM  15      -   0.99998618  x   1.00056327  =   1.00054944
 AJ2683
 AJ2683:                Primary Azimuth Mark                     Grid Az
 AJ2683:SPC TN       -  IRS                                      002 13 08.2
 AJ2683:UTM  16      -  IRS                                      001 35 59.1
 AJ2683:UTM  15      -  IRS                                      358 09 21.5
 AJ2683
 AJ2683|---------------------------------------------------------------------|
 AJ2683| PID    Reference Object                     Distance      Geod. Az  |
 AJ2683|                                                           dddmmss.s |
 AJ2683| AJ2669 IRS                                 434.750 METERS 3595450.8 |
 AJ2683|---------------------------------------------------------------------|
 AJ2683
 AJ2683                          SUPERSEDED SURVEY CONTROL
 AJ2683
 AJ2683.No superseded survey control is available for this station.
 AJ2683
 AJ2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3196777189(NAD 83)
 AJ2683_MARKER: DD = SURVEY DISK
 AJ2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2683_MARK LOGO: TN1620
 AJ2683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2683+STABILITY: SURFACE MOTION
 AJ2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2683+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2683
 AJ2683  HISTORY     - Date     Condition        Report By
 AJ2683  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2683
 AJ2683                          STATION DESCRIPTION
 AJ2683
 AJ2683'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (SB)
 AJ2683'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2683'MILES (3.22 KM) SOUTHEAST OF THE MEMPHIS INTERNATIONAL AIRPORT AT THE
 AJ2683'INTERNAL REVENUE SERVICE CENTER.
 AJ2683'TO REACH THE STATION FROM THE INTERSTECTION OF HOLMES ROAD AND GETWELL
 AJ2683'ROAD, PROCEED SOUTH ON GETWELL ROAD APPROXIMATELY 0.30 MILES (0.48 KM)
 AJ2683'TO SOUTH ENTRANCE TO IRS AT GATE NO.  2.  THE STATION IS ON THE RIGHT.
 AJ2683'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2683'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2683'THE GROUND.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF GETWELL
 AJ2683'ROAD AND IRS GATE 2, 27.00 FEET (8.23 M) NORTH OF GATE 2 SIGN, 5.20
 AJ2683'FEET (1.58 M) WEST OF THE WEST CURBLINE OF GETWELL ROAD. THE CAP AND
 AJ2683'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2684 ***********************************************************************
 AJ2684  DESIGNATION -  514
 AJ2684  PID         -  AJ2684
 AJ2684  STATE/COUNTY-  TN/SHELBY
 AJ2684  USGS QUAD   -  EADS (1983)
 AJ2684
 AJ2684                         *CURRENT SURVEY CONTROL
 AJ2684  ___________________________________________________________________
 AJ2684* NAD 83(1995)-  35 10 38.60188(N)    089 44 01.44138(W)     ADJUSTED  
 AJ2684* NAVD 88     -        94.9    (meters)     311.     (feet)  GPS OBS   
 AJ2684  ___________________________________________________________________
 AJ2684  X           -      24,254.557 (meters)                     COMP
 AJ2684  Y           -  -5,219,112.659 (meters)                     COMP
 AJ2684  Z           -   3,654,009.122 (meters)                     COMP
 AJ2684  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ2684  ELLIP HEIGHT-          67.39  (meters)          (04/26/01) GPS OBS
 AJ2684  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ2684
 AJ2684  HORZ ORDER  -  FIRST
 AJ2684  ELLP ORDER  -  FOURTH    CLASS I
 AJ2684
 AJ2684.The horizontal coordinates were established by GPS observations
 AJ2684.and adjusted by the National Geodetic Survey in April 2001..
 AJ2684
 AJ2684.The orthometric height was determined by GPS observations and a
 AJ2684.high-resolution geoid model.
 AJ2684
 AJ2684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2684
 AJ2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2684
 AJ2684.The ellipsoidal height was determined by GPS observations
 AJ2684.and is referenced to NAD 83.
 AJ2684
 AJ2684.The geoid height was determined by GEOID03.
 AJ2684
 AJ2684;                    North         East     Units Scale Factor Converg.
 AJ2684;SPC TN       -   100,135.741   259,969.370   MT  1.00001361   -2 11 09.2
 AJ2684;SPC TN       -   328,528.68    852,916.17   sFT  1.00001361   -2 11 09.2
 AJ2684;UTM  16      - 3,896,138.232   251,049.811   MT  1.00036387   -1 34 32.7
 AJ2684
 AJ2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2684!SPC TN       -   0.99998942  x   1.00001361  =   1.00000303
 AJ2684!UTM  16      -   0.99998942  x   1.00036387  =   1.00035329
 AJ2684
 AJ2684                          SUPERSEDED SURVEY CONTROL
 AJ2684
 AJ2684.No superseded survey control is available for this station.
 AJ2684
 AJ2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5105096138(NAD 83)
 AJ2684_MARKER: DD = SURVEY DISK
 AJ2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2684_MARK LOGO: TN1620
 AJ2684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2684+STABILITY: SURFACE MOTION
 AJ2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2684+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ2684
 AJ2684  HISTORY     - Date     Condition        Report By
 AJ2684  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2684  HISTORY     - 20010612 MARK NOT FOUND   TN1620
 AJ2684
 AJ2684                          STATION DESCRIPTION
 AJ2684
 AJ2684'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (SB)
 AJ2684'THE STATION IS LOCATED IN EAST SHELBY COUNTY IN THE CORDOVA COMMUNITY.
 AJ2684'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND HOUSTON
 AJ2684'LEVEE ROAD PROCEED NORTH ON HOUSTON LEVEE ROAD APPROXIMATELY 1.30 MILE
 AJ2684'(2.09 KM) TO GRAYS CREEK BRIDGE.  THE STATION IS ON THE LEFT.
 AJ2684'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2684'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2684'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED AT THE SOUTHWEST
 AJ2684'CORNER OF THE CONCRETE BRIDGE OVER GRAYS CREEK (BRIDGE N0.
 AJ2684'79-811-9.23) , 20.30 SOUTH OF THE SOUTH END OF A 4 FOOT (1.2 M)
 AJ2684'CHAINLINK FENCE, 5.50 FEET (1.68 M) WEST OF A CONCRETE BARRIER, 5.30
 AJ2684'FEET (1.62 M) NORTH OF A METAL GUARD RAIL.  THE CAP AND CONCRETE ARE
 AJ2684'SET FLUSH WITH THE GROUND.
 AJ2684
 AJ2684                          STATION RECOVERY (2001)
 AJ2684
 AJ2684'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2001 (KG)
 AJ2684'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2685 ***********************************************************************
 AJ2685  DESIGNATION -  516
 AJ2685  PID         -  AJ2685
 AJ2685  STATE/COUNTY-  TN/SHELBY
 AJ2685  USGS QUAD   -  MILLINGTON (1997)
 AJ2685
 AJ2685                         *CURRENT SURVEY CONTROL
 AJ2685  ___________________________________________________________________
 AJ2685* NAD 83(1995)-  35 15 39.20059(N)    089 53 21.19747(W)     ADJUSTED  
 AJ2685* NAVD 88     -        79.02   (meters)     259.3    (feet)  LEVELING  
 AJ2685  ___________________________________________________________________
 AJ2685  X           -      10,080.638 (meters)                     COMP
 AJ2685  Y           -  -5,213,803.944 (meters)                     COMP
 AJ2685  Z           -   3,661,568.283 (meters)                     COMP
 AJ2685  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AJ2685  ELLIP HEIGHT-          51.75  (meters)          (04/26/01) GPS OBS
 AJ2685  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2685
 AJ2685  HORZ ORDER  -  FIRST
 AJ2685  VERT ORDER  -  THIRD ?
 AJ2685  ELLP ORDER  -  FOURTH    CLASS I
 AJ2685
 AJ2685.The horizontal coordinates were established by GPS observations
 AJ2685.and adjusted by the National Geodetic Survey in April 2001..
 AJ2685
 AJ2685.The orthometric height was determined by differential leveling.
 AJ2685.The vertical network tie was performed by a horz. field party for horz.
 AJ2685.obs reductions. Reset procedures were used to establish the elevation.
 AJ2685
 AJ2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2685
 AJ2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2685
 AJ2685.The ellipsoidal height was determined by GPS observations
 AJ2685.and is referenced to NAD 83.
 AJ2685
 AJ2685.The geoid height was determined by GEOID03.
 AJ2685
 AJ2685;                    North         East     Units Scale Factor Converg.
 AJ2685;SPC TN       -   109,943.781   246,184.467   MT  0.99999810   -2 16 36.9
 AJ2685;SPC TN       -   360,707.22    807,690.21   sFT  0.99999810   -2 16 36.9
 AJ2685;UTM  16      - 3,905,803.056   237,155.845   MT  1.00045151   -1 40 08.1
 AJ2685
 AJ2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2685!SPC TN       -   0.99999188  x   0.99999810  =   0.99998998
 AJ2685!UTM  16      -   0.99999188  x   1.00045151  =   1.00044338
 AJ2685
 AJ2685                          SUPERSEDED SURVEY CONTROL
 AJ2685
 AJ2685.No superseded survey control is available for this station.
 AJ2685
 AJ2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3715605803(NAD 83)
 AJ2685_MARKER: DD = SURVEY DISK
 AJ2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2685_MARK LOGO: TN1620
 AJ2685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2685+STABILITY: SURFACE MOTION
 AJ2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2685+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 AJ2685
 AJ2685  HISTORY     - Date     Condition        Report By
 AJ2685  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2685  HISTORY     - 20021218 GOOD             TN1620
 AJ2685
 AJ2685                          STATION DESCRIPTION
 AJ2685
 AJ2685'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2685'THE STATION IS LOCATED IN THE NORTHWEST PART OF SHELBY COUNTY
 AJ2685'APPROXIMATELY 2.00 MILES (3.22 KM) SOUTH OF CHAS W BAKER AIRPORT IN
 AJ2685'MILLINGTON TENNESSEE.
 AJ2685'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF WALTER K SINGLETON
 AJ2685'PARKWAY AND BOLEN HUSE ROAD.
 AJ2685'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2685'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2685'THE GROUND.  THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ2685'SINGLETON PARKWAY AND BOLEN HUSE ROAD BEHIND CURB AT THE END OF CURB
 AJ2685'RADIUS (ER) ON SINGLETON PARKWAY.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2685'WITH THE GROUND.
 AJ2685
 AJ2685                          STATION RECOVERY (2002)
 AJ2685
 AJ2685'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2686 ***********************************************************************
 AJ2686  DESIGNATION -  517
 AJ2686  PID         -  AJ2686
 AJ2686  STATE/COUNTY-  TN/SHELBY
 AJ2686  USGS QUAD   -  MILLINGTON (1997)
 AJ2686
 AJ2686                         *CURRENT SURVEY CONTROL
 AJ2686  ___________________________________________________________________
 AJ2686* NAD 83(1995)-  35 15 56.40581(N)    089 53 19.03901(W)     ADJUSTED  
 AJ2686* NAVD 88     -        77.17   (meters)     253.2    (feet)  LEVELING  
 AJ2686  ___________________________________________________________________
 AJ2686  X           -      10,134.600 (meters)                     COMP
 AJ2686  Y           -  -5,213,496.204 (meters)                     COMP
 AJ2686  Z           -   3,662,000.158 (meters)                     COMP
 AJ2686  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AJ2686  ELLIP HEIGHT-          49.90  (meters)          (04/26/01) GPS OBS
 AJ2686  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2686
 AJ2686  HORZ ORDER  -  FIRST
 AJ2686  VERT ORDER  -  THIRD ?
 AJ2686  ELLP ORDER  -  FOURTH    CLASS I
 AJ2686
 AJ2686.The horizontal coordinates were established by GPS observations
 AJ2686.and adjusted by the National Geodetic Survey in April 2001..
 AJ2686
 AJ2686.The orthometric height was determined by differential leveling.
 AJ2686.The vertical network tie was performed by a horz. field party for horz.
 AJ2686.obs reductions. Reset procedures were used to establish the elevation.
 AJ2686
 AJ2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2686
 AJ2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2686
 AJ2686.The ellipsoidal height was determined by GPS observations
 AJ2686.and is referenced to NAD 83.
 AJ2686
 AJ2686.The geoid height was determined by GEOID03.
 AJ2686
 AJ2686;                    North         East     Units Scale Factor Converg.
 AJ2686;SPC TN       -   110,471.427   246,260.046   MT  0.99999727   -2 16 35.6
 AJ2686;SPC TN       -   362,438.34    807,938.17   sFT  0.99999727   -2 16 35.6
 AJ2686;UTM  16      - 3,906,331.714   237,225.853   MT  1.00045105   -1 40 07.5
 AJ2686
 AJ2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2686!SPC TN       -   0.99999217  x   0.99999727  =   0.99998944
 AJ2686!UTM  16      -   0.99999217  x   1.00045105  =   1.00044321
 AJ2686
 AJ2686                          SUPERSEDED SURVEY CONTROL
 AJ2686
 AJ2686.No superseded survey control is available for this station.
 AJ2686
 AJ2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3722606332(NAD 83)
 AJ2686_MARKER: DD = SURVEY DISK
 AJ2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2686_MARK LOGO: TN1620
 AJ2686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2686+STABILITY: SURFACE MOTION
 AJ2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2686+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 AJ2686
 AJ2686  HISTORY     - Date     Condition        Report By
 AJ2686  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2686  HISTORY     - 20031107 GOOD             TN1620
 AJ2686
 AJ2686                          STATION DESCRIPTION
 AJ2686
 AJ2686'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2686'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2686'MILES (3.22 KM) SOUTH OF CHAS W BAKER AIRPORT IN MILLINGTON TENNESSEE.
 AJ2686'TO REACH THE STATION FROM THE INTERSECTION OF SGT WALTER K SINGLETON
 AJ2686'PARKWAY AND BOLEN HUSE ROAD, PROCEED NORTH ON SINGLETON PARKWAY
 AJ2686'APPROXIMATELY 0.30 MILES (0.48 KM) .  THE STATION IS ON THE LEFT.
 AJ2686'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2686'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2686'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED 100.00 FEET (30.48
 AJ2686'M) SOUTH OF THE CENTERLINE OF A DRIVEWAY TO ADDRESS 5093/5159
 AJ2686'SINGLETON PARKWAY, IN THE GRASS MEDIAN IN THE CENTER OF SINGLETON
 AJ2686'PARKWAY.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2686
 AJ2686                          STATION RECOVERY (2003)
 AJ2686
 AJ2686'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1757 ***********************************************************************
 GB1757  DESIGNATION -  518
 GB1757  PID         -  GB1757
 GB1757  STATE/COUNTY-  TN/PUTNAM
 GB1757  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1757
 GB1757                         *CURRENT SURVEY CONTROL
 GB1757  ___________________________________________________________________
 GB1757* NAD 83(1986)-  36 08 10.     (N)    085 47 21.     (W)     SCALED    
 GB1757* NAVD 88     -       157.288  (meters)     516.04   (feet)  ADJUSTED  
 GB1757  ___________________________________________________________________
 GB1757  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1757  DYNAMIC HT  -         157.151 (meters)     515.59  (feet)  COMP
 GB1757  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GB1757
 GB1757  VERT ORDER  -  SECOND    CLASS 0
 GB1757
 GB1757.The horizontal coordinates were scaled from a topographic map and have
 GB1757.an estimated accuracy of +/- 6 seconds.
 GB1757
 GB1757.The orthometric height was determined by differential leveling
 GB1757.and adjusted by the National Geodetic Survey in June 1991..
 GB1757
 GB1757.The geoid height was determined by GEOID03.
 GB1757
 GB1757.The dynamic height is computed by dividing the NAVD 88
 GB1757.geopotential number by the normal gravity value computed on the
 GB1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1757.degrees latitude (g = 980.6199 gals.).
 GB1757
 GB1757.The modeled gravity was interpolated from observed gravity values.
 GB1757
 GB1757;                    North         East    Units  Estimated Accuracy
 GB1757;SPC TN       -   200,040.      618,980.      MT  (+/- 180 meters Scaled)
 GB1757
 GB1757                          SUPERSEDED SURVEY CONTROL
 GB1757
 GB1757  NGVD 29 (??/??/92)  157.358  (m)          516.27   (f) ADJ UNCH    2 0
 GB1757
 GB1757.Superseded values are not recommended for survey control.
 GB1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1757.See file dsdata.txt to determine how the superseded data were derived.
 GB1757
 GB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE089997(NAD 83)
 GB1757_MARKER: Q = CHISELED SQUARE
 GB1757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1757_SP_SET: PLATFORM
 GB1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1757
 GB1757  HISTORY     - Date     Condition        Report By
 GB1757  HISTORY     - UNK      MONUMENTED       USGS
 GB1757  HISTORY     - 1935     GOOD             NGS
 GB1757  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1757
 GB1757                          STATION DESCRIPTION
 GB1757
 GB1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1757'AT BUFFALO VALLEY.
 GB1757'AT BUFFALO VALLEY, PUTNAM COUNTY, ON THE TENNESSEE CENTRAL
 GB1757'RAILWAY, IN FRONT OF A GROCERY STORE, 100 FEET NORTH OF THE TRACK,
 GB1757'ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE PLATFORM, AND
 GB1757'0.6 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.  A
 GB1757'CHISELED SQUARE.
 GB1757
 GB1757                          STATION RECOVERY (1960)
 GB1757
 GB1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2663 ***********************************************************************
 AJ2663  DESIGNATION -  51N
 AJ2663  PID         -  AJ2663
 AJ2663  STATE/COUNTY-  TN/SHELBY
 AJ2663  USGS QUAD   -  MUNFORD (1983)
 AJ2663
 AJ2663                         *CURRENT SURVEY CONTROL
 AJ2663  ___________________________________________________________________
 AJ2663* NAD 83(1995)-  35 23 15.75426(N)    089 51 27.01487(W)     ADJUSTED  
 AJ2663* NAVD 88     -       105.69   (meters)     346.8    (feet)  LEVELING  
 AJ2663  ___________________________________________________________________
 AJ2663  X           -      12,946.677 (meters)                     COMP
 AJ2663  Y           -  -5,205,683.799 (meters)                     COMP
 AJ2663  Z           -   3,673,063.680 (meters)                     COMP
 AJ2663  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AJ2663  ELLIP HEIGHT-          78.45  (meters)          (04/26/01) GPS OBS
 AJ2663  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2663
 AJ2663  HORZ ORDER  -  FIRST
 AJ2663  VERT ORDER  -  THIRD ?
 AJ2663  ELLP ORDER  -  FOURTH    CLASS I
 AJ2663
 AJ2663.The horizontal coordinates were established by GPS observations
 AJ2663.and adjusted by the National Geodetic Survey in April 2001..
 AJ2663
 AJ2663.The orthometric height was determined by differential leveling.
 AJ2663.The vertical network tie was performed by a horz. field party for horz.
 AJ2663.obs reductions. Reset procedures were used to establish the elevation.
 AJ2663
 AJ2663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2663
 AJ2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2663
 AJ2663.The ellipsoidal height was determined by GPS observations
 AJ2663.and is referenced to NAD 83.
 AJ2663
 AJ2663.The geoid height was determined by GEOID03.
 AJ2663
 AJ2663;                    North         East     Units Scale Factor Converg.
 AJ2663;SPC TN       -   123,888.774   249,622.840   MT  0.99997855   -2 15 30.0
 AJ2663;SPC TN       -   406,458.42    818,970.93   sFT  0.99997855   -2 15 30.0
 AJ2663;UTM  16      - 3,919,789.927   240,448.198   MT  1.00043028   -1 39 20.6
 AJ2663
 AJ2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2663!SPC TN       -   0.99998769  x   0.99997855  =   0.99996624
 AJ2663!UTM  16      -   0.99998769  x   1.00043028  =   1.00041796
 AJ2663
 AJ2663                          SUPERSEDED SURVEY CONTROL
 AJ2663
 AJ2663.No superseded survey control is available for this station.
 AJ2663
 AJ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4044819790(NAD 83)
 AJ2663_MARKER: DD = SURVEY DISK
 AJ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2663_MARK LOGO: TN1620
 AJ2663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2663+STABILITY: SURFACE MOTION
 AJ2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2663+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2663
 AJ2663  HISTORY     - Date     Condition        Report By
 AJ2663  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2663
 AJ2663                          STATION DESCRIPTION
 AJ2663
 AJ2663'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2663'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY
 AJ2663'APPROXIMATELY 1.00 MILES (1.61 KM) NORTH OF MILLINGTON TENNESSEE IN
 AJ2663'THE KERRVILLE COMMUNITY.
 AJ2663'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY 51) AND
 AJ2663'THE SHELBY-TIPTON COUNTY LINE, PROCEED SOUTH ON HIGHWAY 51 FOR
 AJ2663'APPROXIMATELY 0.50 MILE (0.80 KM) .  THE STATION IS ON THE LEFT.
 AJ2663'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2663'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2663'THE GROUND.  THE STATION IS LOCATED IN THE GRASS MEDIAN SEPERATING
 AJ2663'NORTH AND SOUTH BOUND LANES OF HIGHWAY 51 APPROXIMATELY 0.10 MILES
 AJ2663'(0.16 KM) NORTH OF SULLIVAN ROAD, IN THE CENTER OF GRASS MEDIAN, 47.00
 AJ2663'FEET (14.33 M) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES, 41.00
 AJ2663'FEET (12.50 M) NORTH OF THE CENTERLINE OF A ASHPALT DRIVEWAY TO A
 AJ2663'CHURCH, 29.00 FEET (8.84 M) SOUTH OF THE SOUTH END OF A GRATE FOR AN
 AJ2663'INLET IN MEDIAN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2381 ***********************************************************************
 GA2381  DESIGNATION -  521
 GA2381  PID         -  GA2381
 GA2381  STATE/COUNTY-  TN/JEFFERSON
 GA2381  USGS QUAD   -  NEW MARKET (1987)
 GA2381
 GA2381                         *CURRENT SURVEY CONTROL
 GA2381  ___________________________________________________________________
 GA2381* NAD 83(1986)-  36 01 23.     (N)    083 31 37.     (W)     SCALED    
 GA2381* NAVD 88     -       329.80   (+/-2cm)    1082.0    (feet)  VERTCON   
 GA2381  ___________________________________________________________________
 GA2381  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2381
 GA2381  VERT ORDER  -  ? (See Below)
 GA2381
 GA2381.The horizontal coordinates were scaled from a topographic map and have
 GA2381.an estimated accuracy of +/- 6 seconds.
 GA2381
 GA2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2381.The vertical order pertains to the NGVD 29 superseded value.
 GA2381
 GA2381.The geoid height was determined by GEOID03.
 GA2381
 GA2381;                    North         East    Units  Estimated Accuracy
 GA2381;SPC TN       -   190,290.      822,880.      MT  (+/- 180 meters Scaled)
 GA2381
 GA2381                          SUPERSEDED SURVEY CONTROL
 GA2381
 GA2381  NGVD 29 (??/??/92)  329.964  (m)         1082.56   (f) ADJ UNCH    ?  
 GA2381
 GA2381.Superseded values are not recommended for survey control.
 GA2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2381.See file dsdata.txt to determine how the superseded data were derived.
 GA2381
 GA2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV722894(NAD 83)
 GA2381_MARKER: DD = SURVEY DISK
 GA2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2381_STAMPING: 521
 GA2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2381+STABILITY: SURFACE MOTION
 GA2381
 GA2381  HISTORY     - Date     Condition        Report By
 GA2381  HISTORY     - UNK      MONUMENTED       TNGS
 GA2381  HISTORY     - 1936     GOOD             TVA
 GA2381
 GA2381                          STATION DESCRIPTION
 GA2381
 GA2381'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2381'0.3 MI SW FROM PIEDMONT.
 GA2381'0.3 MILE SOUTHWEST ALONG A COUNTY ROAD LEADING TO DUMPLIN FROM
 GA2381'PIEDMONT, JEFFERSON COUNTY, 0.3 MILE EAST ALONG U.S. HIGHWAY 70,
 GA2381'0.9 MILE EAST OF A SERVICE STATION, ON THE TOP OF A HILL NEAR THE
 GA2381'EAST END OF A TWO-MILE STRETCH OF STRAIGHT ROAD, 500 FEET EAST OF
 GA2381'A 35-INCH POPLAR TREE WHICH STANDS ON THE NORTH SIDE OF THE ROAD
 GA2381'ON A FARM, NEAR THE EAST END OF ANOTHER FARM, 504 FEET WEST OF THE
 GA2381'PROPERTY LINE BETWEEN THE TWO FARMS, AND 24 FEET SOUTH OF THE
 GA2381'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 GA2381'521 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0121 ***********************************************************************
 FE0121  DESIGNATION -  524.4
 FE0121  PID         -  FE0121
 FE0121  STATE/COUNTY-  TN/HENDERSON
 FE0121  USGS QUAD   -  LIFE (1991)
 FE0121
 FE0121                         *CURRENT SURVEY CONTROL
 FE0121  ___________________________________________________________________
 FE0121* NAD 83(1986)-  35 36 49.     (N)    088 28 42.     (W)     SCALED    
 FE0121* NAVD 88     -       159.78   (+/-2cm)     524.2    (feet)  VERTCON   
 FE0121  ___________________________________________________________________
 FE0121  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0121
 FE0121  VERT ORDER  -  ? (See Below)
 FE0121
 FE0121.The horizontal coordinates were scaled from a topographic map and have
 FE0121.an estimated accuracy of +/- 6 seconds.
 FE0121
 FE0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0121.The vertical order pertains to the NGVD 29 superseded value.
 FE0121
 FE0121.The geoid height was determined by GEOID03.
 FE0121
 FE0121;                    North         East    Units  Estimated Accuracy
 FE0121;SPC TN       -   144,890.      375,490.      MT  (+/- 180 meters Scaled)
 FE0121
 FE0121                          SUPERSEDED SURVEY CONTROL
 FE0121
 FE0121  NGVD 29 (??/??/??)  159.798  (m)          524.27   (f) ADJUSTED    ?  
 FE0121
 FE0121.Superseded values are not recommended for survey control.
 FE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0121.See file dsdata.txt to determine how the superseded data were derived.
 FE0121
 FE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE661421(NAD 83)
 FE0121_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0121_STAMPING: 524.382
 FE0121_MARK LOGO: USGS  
 FE0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0121
 FE0121  HISTORY     - Date     Condition        Report By
 FE0121  HISTORY     - UNK      MONUMENTED       USGS
 FE0121  HISTORY     - 1935     GOOD             CGS
 FE0121
 FE0121                          STATION DESCRIPTION
 FE0121
 FE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0121'AT LIFE.
 FE0121'AT LIFE, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA AND ST.
 FE0121'LOUIS RAILWAY, 190 FEET SOUTH OF THE TRACK, IN THE YARD OF CHARLES
 FE0121'D. BELL IN 1934, 35 FEET WEST OF A ROAD, 10 FEET WEST OF THE
 FE0121'NORTHEAST CORNER OF THE YARD, AND 8 INCHES INSIDE THE FENCE LINE.
 FE0121'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 524.382
 FE0121'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 18
 FE0121'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0823 ***********************************************************************
 GB0823  DESIGNATION -  525
 GB0823  PID         -  GB0823
 GB0823  STATE/COUNTY-  TN/ANDERSON
 GB0823  USGS QUAD   -  LAKE CITY (1973)
 GB0823
 GB0823                         *CURRENT SURVEY CONTROL
 GB0823  ___________________________________________________________________
 GB0823* NAD 83(1986)-  36 11 26.     (N)    084 08 41.     (W)     SCALED    
 GB0823* NAVD 88     -       288.203  (meters)     945.55   (feet)  ADJUSTED  
 GB0823  ___________________________________________________________________
 GB0823  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0823  DYNAMIC HT  -         287.944 (meters)     944.70  (feet)  COMP
 GB0823  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 GB0823
 GB0823  VERT ORDER  -  SECOND    CLASS 0
 GB0823
 GB0823.The horizontal coordinates were scaled from a topographic map and have
 GB0823.an estimated accuracy of +/- 6 seconds.
 GB0823
 GB0823.The orthometric height was determined by differential leveling
 GB0823.and adjusted by the National Geodetic Survey in June 1991..
 GB0823
 GB0823.The geoid height was determined by GEOID03.
 GB0823
 GB0823.The dynamic height is computed by dividing the NAVD 88
 GB0823.geopotential number by the normal gravity value computed on the
 GB0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0823.degrees latitude (g = 980.6199 gals.).
 GB0823
 GB0823.The modeled gravity was interpolated from observed gravity values.
 GB0823
 GB0823;                    North         East    Units  Estimated Accuracy
 GB0823;SPC TN       -   207,640.      766,860.      MT  (+/- 180 meters Scaled)
 GB0823
 GB0823                          SUPERSEDED SURVEY CONTROL
 GB0823
 GB0823  NGVD 29 (??/??/92)  288.332  (m)          945.97   (f) ADJ UNCH    2 0
 GB0823
 GB0823.Superseded values are not recommended for survey control.
 GB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0823.See file dsdata.txt to determine how the superseded data were derived.
 GB0823
 GB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567088(NAD 83)
 GB0823_MARKER: DD = SURVEY DISK
 GB0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0823_STAMPING: 525
 GB0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0823+STABILITY: SURFACE MOTION
 GB0823
 GB0823  HISTORY     - Date     Condition        Report By
 GB0823  HISTORY     - UNK      MONUMENTED       TNGS
 GB0823  HISTORY     - 1964     GOOD             TNGS
 GB0823
 GB0823                          STATION DESCRIPTION
 GB0823
 GB0823'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GB0823'2.6 MI SE FROM LAKE CITY.
 GB0823'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0823'AT LAKE CITY, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 2.6 MILES
 GB0823'TO THE MARK ON THE LEFT.  THE MARK IS 34 FEET EAST OF THE
 GB0823'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 12 FEET NORTHWEST OF A
 GB0823'PAVED DRIVE, 1.0 FOOT WEST OF A METAL WITNESS POST WITH SIGN
 GB0823'AND ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS
 GB0823'A U.S. COAST AND GEODETIC AND STATE SURVEY DISK, SET IN THE TOP
 GB0823'OF A 6-INCH, SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT 4
 GB0823'INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2687 ***********************************************************************
 AJ2687  DESIGNATION -  526
 AJ2687  PID         -  AJ2687
 AJ2687  STATE/COUNTY-  TN/SHELBY
 AJ2687  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2687
 AJ2687                         *CURRENT SURVEY CONTROL
 AJ2687  ___________________________________________________________________
 AJ2687* NAD 83(1995)-  35 02 50.49602(N)    090 03 45.88182(W)     ADJUSTED  
 AJ2687* NAVD 88     -        81.81   (meters)     268.4    (feet)  LEVELING  
 AJ2687  ___________________________________________________________________
 AJ2687  X           -      -5,724.617 (meters)                     COMP
 AJ2687  Y           -  -5,227,452.879 (meters)                     COMP
 AJ2687  Z           -   3,642,200.922 (meters)                     COMP
 AJ2687  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2687  ELLIP HEIGHT-          54.50  (meters)          (04/26/01) GPS OBS
 AJ2687  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2687
 AJ2687  HORZ ORDER  -  FIRST
 AJ2687  VERT ORDER  -  THIRD ?
 AJ2687  ELLP ORDER  -  FOURTH    CLASS I
 AJ2687
 AJ2687.The horizontal coordinates were established by GPS observations
 AJ2687.and adjusted by the National Geodetic Survey in April 2001..
 AJ2687
 AJ2687.The orthometric height was determined by differential leveling.
 AJ2687.The vertical network tie was performed by a horz. field party for horz.
 AJ2687.obs reductions. Reset procedures were used to establish the elevation.
 AJ2687
 AJ2687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2687
 AJ2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2687
 AJ2687.The ellipsoidal height was determined by GPS observations
 AJ2687.and is referenced to NAD 83.
 AJ2687
 AJ2687.The geoid height was determined by GEOID03.
 AJ2687
 AJ2687;                    North         East     Units Scale Factor Converg.
 AJ2687;SPC TN       -    86,915.419   229,424.181   MT  1.00004194   -2 22 42.6
 AJ2687;SPC TN       -   285,155.00    752,702.50   sFT  1.00004194   -2 22 42.6
 AJ2687;UTM  15      - 3,882,240.743   767,915.136   MT  1.00048473   +1 41 15.8
 AJ2687;UTM  16      - 3,882,585.336   220,634.921   MT  1.00056198   -1 45 35.7
 AJ2687
 AJ2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2687!SPC TN       -   0.99999145  x   1.00004194  =   1.00003339
 AJ2687!UTM  15      -   0.99999145  x   1.00048473  =   1.00047617
 AJ2687!UTM  16      -   0.99999145  x   1.00056198  =   1.00055342
 AJ2687
 AJ2687                          SUPERSEDED SURVEY CONTROL
 AJ2687
 AJ2687.No superseded survey control is available for this station.
 AJ2687
 AJ2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6791582241(NAD 83)
 AJ2687_MARKER: DD = SURVEY DISK
 AJ2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2687_MARK LOGO: TN1620
 AJ2687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2687+STABILITY: SURFACE MOTION
 AJ2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2687+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 AJ2687
 AJ2687  HISTORY     - Date     Condition        Report By
 AJ2687  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2687  HISTORY     - 20030829 GOOD             TN1620
 AJ2687
 AJ2687                          STATION DESCRIPTION
 AJ2687
 AJ2687'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2687'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2687'MILES (1.61 KM) NORTH OF WALTER CHANDLER CITY PARK.
 AJ2687'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 61 (HWY 61) AND
 AJ2687'RAINES ROAD, PROCEED NORTH ON HIGHWAY 61 APPROXIMATELY 1.20 MILES
 AJ2687'(1.93 KM) TO FAIRWAY AVENUE.  THE STATION IS LOCATED ON THE RIGHT.
 AJ2687'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2687'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2687'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED ON THE SOUTHEAST
 AJ2687'CORNER OF HIGHWAY 61 AND FAIRWAY AVENUE, AT THE BACK OF SIDEWALK AT
 AJ2687'THE EAST SIDE OF A HANDICAP RAMP.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2687'WITH THE GROUND.
 AJ2687
 AJ2687                          STATION RECOVERY (2003)
 AJ2687
 AJ2687'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0658 ***********************************************************************
 GB0658  DESIGNATION -  529
 GB0658  PID         -  GB0658
 GB0658  STATE/COUNTY-  TN/ANDERSON
 GB0658  USGS QUAD   -  LAKE CITY (1973)
 GB0658
 GB0658                         *CURRENT SURVEY CONTROL
 GB0658  ___________________________________________________________________
 GB0658* NAD 83(1986)-  36 13 43.     (N)    084 09 25.     (W)     SCALED    
 GB0658* NAVD 88     -       275.990  (meters)     905.48   (feet)  ADJUSTED  
 GB0658  ___________________________________________________________________
 GB0658  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB0658  DYNAMIC HT  -         275.742 (meters)     904.66  (feet)  COMP
 GB0658  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GB0658
 GB0658  VERT ORDER  -  SECOND    CLASS 0
 GB0658
 GB0658.The horizontal coordinates were scaled from a topographic map and have
 GB0658.an estimated accuracy of +/- 6 seconds.
 GB0658
 GB0658.The orthometric height was determined by differential leveling
 GB0658.and adjusted by the National Geodetic Survey in June 1991..
 GB0658
 GB0658.The geoid height was determined by GEOID03.
 GB0658
 GB0658.The dynamic height is computed by dividing the NAVD 88
 GB0658.geopotential number by the normal gravity value computed on the
 GB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0658.degrees latitude (g = 980.6199 gals.).
 GB0658
 GB0658.The modeled gravity was interpolated from observed gravity values.
 GB0658
 GB0658;                    North         East    Units  Estimated Accuracy
 GB0658;SPC TN       -   211,840.      765,680.      MT  (+/- 180 meters Scaled)
 GB0658
 GB0658                          SUPERSEDED SURVEY CONTROL
 GB0658
 GB0658  NGVD 29 (??/??/92)  276.104  (m)          905.85   (f) ADJ UNCH    2 0
 GB0658
 GB0658.Superseded values are not recommended for survey control.
 GB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0658.See file dsdata.txt to determine how the superseded data were derived.
 GB0658
 GB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555130(NAD 83)
 GB0658_MARKER: DD = SURVEY DISK
 GB0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0658_STAMPING: 529
 GB0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0658+STABILITY: SURFACE MOTION
 GB0658
 GB0658  HISTORY     - Date     Condition        Report By
 GB0658  HISTORY     - UNK      MONUMENTED       TNGS
 GB0658  HISTORY     - 1961     GOOD             NGS
 GB0658  HISTORY     - 1973     GOOD             TVA
 GB0658
 GB0658                          STATION DESCRIPTION
 GB0658
 GB0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0658'0.7 MI N FROM LAKE CITY.
 GB0658'FROM THE POST OFFICE IN LAKE CITY, GO 0.7 MILE NORTH ON U.S.
 GB0658'HIGHWAY 25W TO THE JUNCTION OF STATE HIGHWAY 71 AND U.S. HIGHWAY
 GB0658'441.  THE BENCH MARK IS ABOUT 100 YARDS EAST OF THE JUNCTION,
 GB0658'ABOUT 40 FT. NORTH OF THE CENTER OF STATE HIGHWAY 71 AND U.S.
 GB0658'HIGHWAY 441, SET AT THE SOUTHEAST CORNER OF A GARAGE CONNECTED
 GB0658'TO A HOUSE AND DUG INTO THE SIDE OF A BANK, 0.4 FT. WEST OF A
 GB0658'WITNESS SIGN, AND ABOUT LEVEL WITH THE ROOF OF THE GARAGE.  THE
 GB0658'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GB0658'ABOUT 30 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- 0.8 MILE
 GB0658'NORTH ALONG U.S. HIGHWAY 25 W FROM COAL CREEK.
 GB0658
 GB0658                          STATION RECOVERY (1973)
 GB0658
 GB0658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1909 ***********************************************************************
 GB1909  DESIGNATION -  53 1
 GB1909  PID         -  GB1909
 GB1909  STATE/COUNTY-  TN/JACKSON
 GB1909  USGS QUAD   -  GAINESBORO (1979)
 GB1909
 GB1909                         *CURRENT SURVEY CONTROL
 GB1909  ___________________________________________________________________
 GB1909* NAD 83(1986)-  36 21 57.     (N)    085 39 05.     (W)     SCALED    
 GB1909* NAVD 88     -       162.558  (meters)     533.33   (feet)  ADJUSTED  
 GB1909  ___________________________________________________________________
 GB1909  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB1909  DYNAMIC HT  -         162.416 (meters)     532.86  (feet)  COMP
 GB1909  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GB1909
 GB1909  VERT ORDER  -  SECOND    CLASS 0
 GB1909
 GB1909.The horizontal coordinates were scaled from a topographic map and have
 GB1909.an estimated accuracy of +/- 6 seconds.
 GB1909
 GB1909.The orthometric height was determined by differential leveling
 GB1909.and adjusted by the National Geodetic Survey in June 1991..
 GB1909
 GB1909.The geoid height was determined by GEOID03.
 GB1909
 GB1909.The dynamic height is computed by dividing the NAVD 88
 GB1909.geopotential number by the normal gravity value computed on the
 GB1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1909.degrees latitude (g = 980.6199 gals.).
 GB1909
 GB1909.The modeled gravity was interpolated from observed gravity values.
 GB1909
 GB1909;                    North         East    Units  Estimated Accuracy
 GB1909;SPC TN       -   225,560.      631,290.      MT  (+/- 180 meters Scaled)
 GB1909
 GB1909                          SUPERSEDED SURVEY CONTROL
 GB1909
 GB1909  NGVD 29 (??/??/92)  162.656  (m)          533.65   (f) ADJ UNCH    2 0
 GB1909
 GB1909.Superseded values are not recommended for survey control.
 GB1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1909.See file dsdata.txt to determine how the superseded data were derived.
 GB1909
 GB1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF209253(NAD 83)
 GB1909_MARKER: DD = SURVEY DISK
 GB1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1909_SP_SET: CULVERT
 GB1909_STAMPING: 53-1 1966
 GB1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1909
 GB1909  HISTORY     - Date     Condition        Report By
 GB1909  HISTORY     - 1966     MONUMENTED       TNHD
 GB1909
 GB1909                          STATION DESCRIPTION
 GB1909
 GB1909'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1909'1 MI N FROM GAINESBORO.
 GB1909'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1909'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1909'FOR 1.0 MILE TO A CURVE LEFT AND THE MARK ON THE LEFT, 31 FEET
 GB1909'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE, 25
 GB1909'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 56 AND 6
 GB1909'FEET SOUTHWEST OF A TELEPHONE POLE.  THE DISK IS CEMENTED FLUSH
 GB1909'IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1930 ***********************************************************************
 GB1930  DESIGNATION -  53 10
 GB1930  PID         -  GB1930
 GB1930  STATE/COUNTY-  TN/CLAY
 GB1930  USGS QUAD   -  BURRISTOWN (1979)
 GB1930
 GB1930                         *CURRENT SURVEY CONTROL
 GB1930  ___________________________________________________________________
 GB1930* NAD 83(1986)-  36 29 00.     (N)    085 33 42.     (W)     SCALED    
 GB1930* NAVD 88     -       164.536  (meters)     539.82   (feet)  ADJUSTED  
 GB1930  ___________________________________________________________________
 GB1930  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB1930  DYNAMIC HT  -         164.395 (meters)     539.35  (feet)  COMP
 GB1930  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GB1930
 GB1930  VERT ORDER  -  SECOND    CLASS 0
 GB1930
 GB1930.The horizontal coordinates were scaled from a topographic map and have
 GB1930.an estimated accuracy of +/- 6 seconds.
 GB1930
 GB1930.The orthometric height was determined by differential leveling
 GB1930.and adjusted by the National Geodetic Survey in June 1991..
 GB1930
 GB1930.The geoid height was determined by GEOID03.
 GB1930
 GB1930.The dynamic height is computed by dividing the NAVD 88
 GB1930.geopotential number by the normal gravity value computed on the
 GB1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1930.degrees latitude (g = 980.6199 gals.).
 GB1930
 GB1930.The modeled gravity was interpolated from observed gravity values.
 GB1930
 GB1930;                    North         East    Units  Estimated Accuracy
 GB1930;SPC TN       -   238,640.      639,280.      MT  (+/- 180 meters Scaled)
 GB1930
 GB1930                          SUPERSEDED SURVEY CONTROL
 GB1930
 GB1930  NGVD 29 (??/??/92)  164.642  (m)          540.16   (f) ADJ UNCH    2 0
 GB1930
 GB1930.Superseded values are not recommended for survey control.
 GB1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1930.See file dsdata.txt to determine how the superseded data were derived.
 GB1930
 GB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF288385(NAD 83)
 GB1930_MARKER: DD = SURVEY DISK
 GB1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1930_SP_SET: BRIDGE CURB
 GB1930_STAMPING: 53-10 1966
 GB1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1930
 GB1930  HISTORY     - Date     Condition        Report By
 GB1930  HISTORY     - 1966     MONUMENTED       TNHD
 GB1930
 GB1930                          STATION DESCRIPTION
 GB1930
 GB1930'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1930'5.5 MI SW FROM CELINA.
 GB1930'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1930'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR 1 BLOCK TO THE JUNCTION
 GB1930'OF STATE ROUTES 52 AND 53.  TURN RIGHT AND GO SOUTHERLY ON
 GB1930'STATE ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE
 GB1930'ROUTES 52 AND 53.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY
 GB1930'ON STATE ROUTE 53 FOR 5.5 MILES TO A CONCRETE BRIDGE AND THE
 GB1930'MARK ON THE RIGHT, 14 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1930'ROUTE 53.  THE DISK IS SET FLUSH IN THE TOP OF THE WEST SAFETY
 GB1930'CURB OF THE BRIDGE.  IT IS 0.9 FOOT WEST OF THE EAST EDGE AND
 GB1930'0.8 FOOT SOUTH OF THE NORTH END OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1931 ***********************************************************************
 GB1931  DESIGNATION -  53 11
 GB1931  PID         -  GB1931
 GB1931  STATE/COUNTY-  TN/CLAY
 GB1931  USGS QUAD   -  BURRISTOWN (1979)
 GB1931
 GB1931                         *CURRENT SURVEY CONTROL
 GB1931  ___________________________________________________________________
 GB1931* NAD 83(1986)-  36 29 53.     (N)    085 33 21.     (W)     SCALED    
 GB1931* NAVD 88     -       164.588  (meters)     539.99   (feet)  ADJUSTED  
 GB1931  ___________________________________________________________________
 GB1931  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1931  DYNAMIC HT  -         164.447 (meters)     539.52  (feet)  COMP
 GB1931  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GB1931
 GB1931  VERT ORDER  -  SECOND    CLASS 0
 GB1931
 GB1931.The horizontal coordinates were scaled from a topographic map and have
 GB1931.an estimated accuracy of +/- 6 seconds.
 GB1931
 GB1931.The orthometric height was determined by differential leveling
 GB1931.and adjusted by the National Geodetic Survey in June 1991..
 GB1931
 GB1931.The geoid height was determined by GEOID03.
 GB1931
 GB1931.The dynamic height is computed by dividing the NAVD 88
 GB1931.geopotential number by the normal gravity value computed on the
 GB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1931.degrees latitude (g = 980.6199 gals.).
 GB1931
 GB1931.The modeled gravity was interpolated from observed gravity values.
 GB1931
 GB1931;                    North         East    Units  Estimated Accuracy
 GB1931;SPC TN       -   240,270.      639,800.      MT  (+/- 180 meters Scaled)
 GB1931
 GB1931                          SUPERSEDED SURVEY CONTROL
 GB1931
 GB1931  NGVD 29 (??/??/92)  164.694  (m)          540.33   (f) ADJ UNCH    2 0
 GB1931
 GB1931.Superseded values are not recommended for survey control.
 GB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1931.See file dsdata.txt to determine how the superseded data were derived.
 GB1931
 GB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF293401(NAD 83)
 GB1931_MARKER: DD = SURVEY DISK
 GB1931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1931_SP_SET: BRIDGE CURB
 GB1931_STAMPING: 53-11 1966
 GB1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1931
 GB1931  HISTORY     - Date     Condition        Report By
 GB1931  HISTORY     - 1966     MONUMENTED       TNHD
 GB1931
 GB1931                          STATION DESCRIPTION
 GB1931
 GB1931'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1931'4.5 MI SW FROM CELINA.
 GB1931'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1931'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR ONE BLOCK TO THE
 GB1931'JUNCTION OF STATE ROUTE 53.  TURN RIGHT AND GO SOUTHERLY ON
 GB1931'STATE ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE
 GB1931'ROUTES 52 AND 53.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON
 GB1931'STATE ROUTE 53 FOR 4.3 MILES TO A CONCRETE BRIDGE AND THE MARK
 GB1931'ON THE RIGHT, 14 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GB1931'ROUTE 53.  THE DISK IS SET FLUSH IN THE TOP OF THE NORTH SAFETY
 GB1931'CURB OF THE BRIDGE.  IT IS 1 FOOT NORTH OF THE SOUTH EDGE AND
 GB1931'1 FOOT WEST OF THE EAST END OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1932 ***********************************************************************
 GB1932  DESIGNATION -  53 12
 GB1932  PID         -  GB1932
 GB1932  STATE/COUNTY-  TN/CLAY
 GB1932  USGS QUAD   -  CELINA (1981)
 GB1932
 GB1932                         *CURRENT SURVEY CONTROL
 GB1932  ___________________________________________________________________
 GB1932* NAD 83(1986)-  36 30 03.     (N)    085 32 55.     (W)     SCALED    
 GB1932* NAVD 88     -       166.779  (meters)     547.17   (feet)  ADJUSTED  
 GB1932  ___________________________________________________________________
 GB1932  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB1932  DYNAMIC HT  -         166.636 (meters)     546.70  (feet)  COMP
 GB1932  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GB1932
 GB1932  VERT ORDER  -  SECOND    CLASS 0
 GB1932
 GB1932.The horizontal coordinates were scaled from a topographic map and have
 GB1932.an estimated accuracy of +/- 6 seconds.
 GB1932
 GB1932.The orthometric height was determined by differential leveling
 GB1932.and adjusted by the National Geodetic Survey in June 1991..
 GB1932
 GB1932.The geoid height was determined by GEOID03.
 GB1932
 GB1932.The dynamic height is computed by dividing the NAVD 88
 GB1932.geopotential number by the normal gravity value computed on the
 GB1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1932.degrees latitude (g = 980.6199 gals.).
 GB1932
 GB1932.The modeled gravity was interpolated from observed gravity values.
 GB1932
 GB1932;                    North         East    Units  Estimated Accuracy
 GB1932;SPC TN       -   240,580.      640,440.      MT  (+/- 180 meters Scaled)
 GB1932
 GB1932                          SUPERSEDED SURVEY CONTROL
 GB1932
 GB1932  NGVD 29 (??/??/92)  166.886  (m)          547.53   (f) ADJ UNCH    2 0
 GB1932
 GB1932.Superseded values are not recommended for survey control.
 GB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1932.See file dsdata.txt to determine how the superseded data were derived.
 GB1932
 GB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF299404(NAD 83)
 GB1932_MARKER: DD = SURVEY DISK
 GB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1932_STAMPING: 53-12 1966
 GB1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1932+STABILITY: SURFACE MOTION
 GB1932
 GB1932  HISTORY     - Date     Condition        Report By
 GB1932  HISTORY     - 1966     MONUMENTED       TNHD
 GB1932
 GB1932                          STATION DESCRIPTION
 GB1932
 GB1932'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1932'3 MI SW FROM CELINA.
 GB1932'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1932'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR ONE BLOCK TO THE
 GB1932'JUNCTION OF STATE ROUTE 53.  TURN RIGHT AND GO SOUTHERLY ON STATE
 GB1932'ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTES
 GB1932'52 AND 53.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON STATE
 GB1932'ROUTE 53 FOR 3.4 MILES TO A HOUSE AND THE MARK ON THE RIGHT,
 GB1932'60 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE
 GB1932'TO THE HOUSE 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB1932'ROUTE 53, 10 FEET NORTHEAST OF A FENCE CORNER, 7 FEET EAST OF
 GB1932'A POWERLINE POLE AND 2.1 FEET SOUTH OF A METAL WITNESS POST AND
 GB1932'SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1932'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2192 ***********************************************************************
 GB2192  DESIGNATION -  53 13
 GB2192  PID         -  GB2192
 GB2192  STATE/COUNTY-  TN/CLAY
 GB2192  USGS QUAD   -  CELINA (1981)
 GB2192
 GB2192                         *CURRENT SURVEY CONTROL
 GB2192  ___________________________________________________________________
 GB2192* NAD 83(1986)-  36 31 40.     (N)    085 31 14.     (W)     SCALED    
 GB2192* NAVD 88     -       168.824  (meters)     553.88   (feet)  ADJUSTED  
 GB2192  ___________________________________________________________________
 GB2192  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2192  DYNAMIC HT  -         168.680 (meters)     553.41  (feet)  COMP
 GB2192  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GB2192
 GB2192  VERT ORDER  -  SECOND    CLASS 0
 GB2192
 GB2192.The horizontal coordinates were scaled from a topographic map and have
 GB2192.an estimated accuracy of +/- 6 seconds.
 GB2192
 GB2192.The orthometric height was determined by differential leveling
 GB2192.and adjusted by the National Geodetic Survey in June 1991..
 GB2192
 GB2192.The geoid height was determined by GEOID03.
 GB2192
 GB2192.The dynamic height is computed by dividing the NAVD 88
 GB2192.geopotential number by the normal gravity value computed on the
 GB2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2192.degrees latitude (g = 980.6199 gals.).
 GB2192
 GB2192.The modeled gravity was interpolated from observed gravity values.
 GB2192
 GB2192;                    North         East    Units  Estimated Accuracy
 GB2192;SPC TN       -   243,580.      642,940.      MT  (+/- 180 meters Scaled)
 GB2192
 GB2192                          SUPERSEDED SURVEY CONTROL
 GB2192
 GB2192  NGVD 29 (??/??/92)  168.934  (m)          554.24   (f) ADJ UNCH    2 0
 GB2192
 GB2192.Superseded values are not recommended for survey control.
 GB2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2192.See file dsdata.txt to determine how the superseded data were derived.
 GB2192
 GB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF324435(NAD 83)
 GB2192_MARKER: DD = SURVEY DISK
 GB2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2192_STAMPING: 53-13 1966
 GB2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2192+STABILITY: SURFACE MOTION
 GB2192
 GB2192  HISTORY     - Date     Condition        Report By
 GB2192  HISTORY     - 1966     MONUMENTED       TNHD
 GB2192
 GB2192                          STATION DESCRIPTION
 GB2192
 GB2192'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2192'2 MI SW FROM CELINA.
 GB2192'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB2192'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR ONE BLOCK TO THE
 GB2192'JUNCTION OF STATE ROUTE 53.  TURN RIGHT AND GO SOUTHERLY ON
 GB2192'STATE ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE
 GB2192'ROUTES 52 AND 53.  TURN RIGHT AND GO WESTERLY ON STATE ROUTE 53
 GB2192'FOR 0.7 MILE TO A WOODEN BRIDGE AND THE MARK ON THE RIGHT,
 GB2192'95 FEET NORTHEAST OF THE NORTHEAST END OF THE BRIDGE, 17 FEET
 GB2192'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 3.5
 GB2192'FEET SOUTH OF A METAL WITNESS POST AND SIGN AND 3 FEET
 GB2192'SOUTHEAST OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A
 GB2192'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1913 ***********************************************************************
 GB1913  DESIGNATION -  53 2
 GB1913  PID         -  GB1913
 GB1913  STATE/COUNTY-  TN/JACKSON
 GB1913  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1913
 GB1913                         *CURRENT SURVEY CONTROL
 GB1913  ___________________________________________________________________
 GB1913* NAD 83(1986)-  36 22 40.     (N)    085 38 22.     (W)     SCALED    
 GB1913* NAVD 88     -       162.389  (meters)     532.77   (feet)  ADJUSTED  
 GB1913  ___________________________________________________________________
 GB1913  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GB1913  DYNAMIC HT  -         162.247 (meters)     532.31  (feet)  COMP
 GB1913  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GB1913
 GB1913  VERT ORDER  -  SECOND    CLASS 0
 GB1913
 GB1913.The horizontal coordinates were scaled from a topographic map and have
 GB1913.an estimated accuracy of +/- 6 seconds.
 GB1913
 GB1913.The orthometric height was determined by differential leveling
 GB1913.and adjusted by the National Geodetic Survey in June 1991..
 GB1913
 GB1913.The geoid height was determined by GEOID03.
 GB1913
 GB1913.The dynamic height is computed by dividing the NAVD 88
 GB1913.geopotential number by the normal gravity value computed on the
 GB1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1913.degrees latitude (g = 980.6199 gals.).
 GB1913
 GB1913.The modeled gravity was interpolated from observed gravity values.
 GB1913
 GB1913;                    North         East    Units  Estimated Accuracy
 GB1913;SPC TN       -   226,890.      632,350.      MT  (+/- 180 meters Scaled)
 GB1913
 GB1913                          SUPERSEDED SURVEY CONTROL
 GB1913
 GB1913  NGVD 29 (??/??/92)  162.487  (m)          533.09   (f) ADJ UNCH    2 0
 GB1913
 GB1913.Superseded values are not recommended for survey control.
 GB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1913.See file dsdata.txt to determine how the superseded data were derived.
 GB1913
 GB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF220267(NAD 83)
 GB1913_MARKER: DD = SURVEY DISK
 GB1913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1913_SP_SET: BRIDGE
 GB1913_STAMPING: 53-2 1966
 GB1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1913
 GB1913  HISTORY     - Date     Condition        Report By
 GB1913  HISTORY     - 1966     MONUMENTED       TNHD
 GB1913
 GB1913                          STATION DESCRIPTION
 GB1913
 GB1913'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1913'2 MI N FROM GAINESBORO.
 GB1913'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1913'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1913'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1913'KEEP RIGHT ON STATE ROUTE 53 AND 85 FOR 1.15 MILES TO THE NORTH
 GB1913'END OF THE ROARING RIVER BRIDGE AND THE MARK ON THE RIGHT, 11 FEET
 GB1913'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 85.  THE DISK
 GB1913'IS CEMENTED FLUSH IN A DRILL HOLE 0.7 FOOT SOUTH OF THE NORTH END
 GB1913'OF THE NORTHEAST WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1917 ***********************************************************************
 GB1917  DESIGNATION -  53 3
 GB1917  PID         -  GB1917
 GB1917  STATE/COUNTY-  TN/JACKSON
 GB1917  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1917
 GB1917                         *CURRENT SURVEY CONTROL
 GB1917  ___________________________________________________________________
 GB1917* NAD 83(1986)-  36 24 01.     (N)    085 38 04.     (W)     SCALED    
 GB1917* NAVD 88     -       161.430  (meters)     529.62   (feet)  ADJUSTED  
 GB1917  ___________________________________________________________________
 GB1917  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB1917  DYNAMIC HT  -         161.289 (meters)     529.16  (feet)  COMP
 GB1917  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 GB1917
 GB1917  VERT ORDER  -  SECOND    CLASS 0
 GB1917
 GB1917.The horizontal coordinates were scaled from a topographic map and have
 GB1917.an estimated accuracy of +/- 6 seconds.
 GB1917
 GB1917.The orthometric height was determined by differential leveling
 GB1917.and adjusted by the National Geodetic Survey in June 1991..
 GB1917
 GB1917.The geoid height was determined by GEOID03.
 GB1917
 GB1917.The dynamic height is computed by dividing the NAVD 88
 GB1917.geopotential number by the normal gravity value computed on the
 GB1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1917.degrees latitude (g = 980.6199 gals.).
 GB1917
 GB1917.The modeled gravity was interpolated from observed gravity values.
 GB1917
 GB1917;                    North         East    Units  Estimated Accuracy
 GB1917;SPC TN       -   229,390.      632,790.      MT  (+/- 180 meters Scaled)
 GB1917
 GB1917                          SUPERSEDED SURVEY CONTROL
 GB1917
 GB1917  NGVD 29 (??/??/92)  161.531  (m)          529.96   (f) ADJ UNCH    2 0
 GB1917
 GB1917.Superseded values are not recommended for survey control.
 GB1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1917.See file dsdata.txt to determine how the superseded data were derived.
 GB1917
 GB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF224292(NAD 83)
 GB1917_MARKER: DD = SURVEY DISK
 GB1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1917_STAMPING: 53-3 1966
 GB1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1917+STABILITY: SURFACE MOTION
 GB1917
 GB1917  HISTORY     - Date     Condition        Report By
 GB1917  HISTORY     - 1966     MONUMENTED       TNHD
 GB1917
 GB1917                          STATION DESCRIPTION
 GB1917
 GB1917'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1917'3.5 MI N FROM GAINESBORO.
 GB1917'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1917'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1917'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  KEEP
 GB1917'RIGHT AND GO EASTERLY, THEN NORTHERLY, ON STATE ROUTE 53 AND 85 FOR
 GB1917'1.2 MILES TO THE JUNCTION ON STATE ROUTES 53 AND 85.  CONTINUE
 GB1917'NORTHERLY ON STATE ROUTE 53 FOR 1.6 MILES TO THE MARK ON THE
 GB1917'RIGHT, 21 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 3
 GB1917'FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET SOUTH OF A METAL
 GB1917'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1917'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1923 ***********************************************************************
 GB1923  DESIGNATION -  53 4
 GB1923  PID         -  GB1923
 GB1923  STATE/COUNTY-  TN/JACKSON
 GB1923  USGS QUAD   -  BURRISTOWN (1979)
 GB1923
 GB1923                         *CURRENT SURVEY CONTROL
 GB1923  ___________________________________________________________________
 GB1923* NAD 83(1986)-  36 26 07.     (N)    085 37 29.     (W)     SCALED    
 GB1923* NAVD 88     -       160.640  (meters)     527.03   (feet)  ADJUSTED  
 GB1923  ___________________________________________________________________
 GB1923  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB1923  DYNAMIC HT  -         160.500 (meters)     526.57  (feet)  COMP
 GB1923  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 GB1923
 GB1923  VERT ORDER  -  SECOND    CLASS 0
 GB1923
 GB1923.The horizontal coordinates were scaled from a topographic map and have
 GB1923.an estimated accuracy of +/- 6 seconds.
 GB1923
 GB1923.The orthometric height was determined by differential leveling
 GB1923.and adjusted by the National Geodetic Survey in June 1991..
 GB1923
 GB1923.The geoid height was determined by GEOID03.
 GB1923
 GB1923.The dynamic height is computed by dividing the NAVD 88
 GB1923.geopotential number by the normal gravity value computed on the
 GB1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1923.degrees latitude (g = 980.6199 gals.).
 GB1923
 GB1923.The modeled gravity was interpolated from observed gravity values.
 GB1923
 GB1923;                    North         East    Units  Estimated Accuracy
 GB1923;SPC TN       -   233,280.      633,650.      MT  (+/- 180 meters Scaled)
 GB1923
 GB1923                          SUPERSEDED SURVEY CONTROL
 GB1923
 GB1923  NGVD 29 (??/??/92)  160.741  (m)          527.36   (f) ADJ UNCH    2 0
 GB1923
 GB1923.Superseded values are not recommended for survey control.
 GB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1923.See file dsdata.txt to determine how the superseded data were derived.
 GB1923
 GB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF232331(NAD 83)
 GB1923_MARKER: DD = SURVEY DISK
 GB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1923_STAMPING: 53-4 1966
 GB1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1923+STABILITY: SURFACE MOTION
 GB1923
 GB1923  HISTORY     - Date     Condition        Report By
 GB1923  HISTORY     - 1966     MONUMENTED       TNHD
 GB1923
 GB1923                          STATION DESCRIPTION
 GB1923
 GB1923'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1923'6 MI N FROM GAINESBORO.
 GB1923'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1923'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1923'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1923'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53
 GB1923'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53
 GB1923'AND 85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 4.5 MILES TO A
 GB1923'LOG HOUSE ON THE RIGHT AND THE MARK ON THE LEFT, 87 FEET
 GB1923'EAST OF THE APPROXIMATE CENTER OF A DRIVE TO THE HOUSE, 27 FEET
 GB1923'WEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 14 FEET NORTH
 GB1923'OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 8 FEET WEST OF A
 GB1923'TRACK ROAD LEADING NORTH AND 1.5 FEET EAST OF A METAL WITNESS
 GB1923'POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10 INCH SQUARE,
 GB1923'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1924 ***********************************************************************
 GB1924  DESIGNATION -  53 5
 GB1924  PID         -  GB1924
 GB1924  STATE/COUNTY-  TN/JACKSON
 GB1924  USGS QUAD   -  BURRISTOWN (1979)
 GB1924
 GB1924                         *CURRENT SURVEY CONTROL
 GB1924  ___________________________________________________________________
 GB1924* NAD 83(1986)-  36 26 13.     (N)    085 36 39.     (W)     SCALED    
 GB1924* NAVD 88     -       157.844  (meters)     517.86   (feet)  ADJUSTED  
 GB1924  ___________________________________________________________________
 GB1924  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB1924  DYNAMIC HT  -         157.707 (meters)     517.41  (feet)  COMP
 GB1924  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GB1924
 GB1924  VERT ORDER  -  SECOND    CLASS 0
 GB1924
 GB1924.The horizontal coordinates were scaled from a topographic map and have
 GB1924.an estimated accuracy of +/- 6 seconds.
 GB1924
 GB1924.The orthometric height was determined by differential leveling
 GB1924.and adjusted by the National Geodetic Survey in June 1991..
 GB1924
 GB1924.The geoid height was determined by GEOID03.
 GB1924
 GB1924.The dynamic height is computed by dividing the NAVD 88
 GB1924.geopotential number by the normal gravity value computed on the
 GB1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1924.degrees latitude (g = 980.6199 gals.).
 GB1924
 GB1924.The modeled gravity was interpolated from observed gravity values.
 GB1924
 GB1924;                    North         East    Units  Estimated Accuracy
 GB1924;SPC TN       -   233,470.      634,890.      MT  (+/- 180 meters Scaled)
 GB1924
 GB1924                          SUPERSEDED SURVEY CONTROL
 GB1924
 GB1924  NGVD 29 (??/??/92)  157.947  (m)          518.20   (f) ADJ UNCH    2 0
 GB1924
 GB1924.Superseded values are not recommended for survey control.
 GB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1924.See file dsdata.txt to determine how the superseded data were derived.
 GB1924
 GB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF245333(NAD 83)
 GB1924_MARKER: DD = SURVEY DISK
 GB1924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1924_SP_SET: ABUTMENT
 GB1924_STAMPING: 53-5 1966
 GB1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1924
 GB1924  HISTORY     - Date     Condition        Report By
 GB1924  HISTORY     - 1966     MONUMENTED       TNHD
 GB1924
 GB1924                          STATION DESCRIPTION
 GB1924
 GB1924'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1924'6 MI N FROM GAINESBORO.
 GB1924'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE
 GB1924'IN GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND
 GB1924'56 FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND
 GB1924'85.  KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTES
 GB1924'53 AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53
 GB1924'AND 85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 5.4 MILES
 GB1924'TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT, 66 FEET WEST OF THE
 GB1924'JUNCTION OF SUGAR CREEK ROAD AND STATE ROUTE 53 AND 14 FEET
 GB1924'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53.  THE
 GB1924'DISK IS CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHWEST ABUTMENT
 GB1924'OF THE NORTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1925 ***********************************************************************
 GB1925  DESIGNATION -  53 6
 GB1925  PID         -  GB1925
 GB1925  STATE/COUNTY-  TN/JACKSON
 GB1925  USGS QUAD   -  BURRISTOWN (1979)
 GB1925
 GB1925                         *CURRENT SURVEY CONTROL
 GB1925  ___________________________________________________________________
 GB1925* NAD 83(1986)-  36 26 21.     (N)    085 35 45.     (W)     SCALED    
 GB1925* NAVD 88     -       160.021  (meters)     525.00   (feet)  ADJUSTED  
 GB1925  ___________________________________________________________________
 GB1925  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB1925  DYNAMIC HT  -         159.882 (meters)     524.55  (feet)  COMP
 GB1925  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GB1925
 GB1925  VERT ORDER  -  SECOND    CLASS 0
 GB1925
 GB1925.The horizontal coordinates were scaled from a topographic map and have
 GB1925.an estimated accuracy of +/- 6 seconds.
 GB1925
 GB1925.The orthometric height was determined by differential leveling
 GB1925.and adjusted by the National Geodetic Survey in June 1991..
 GB1925
 GB1925.The geoid height was determined by GEOID03.
 GB1925
 GB1925.The dynamic height is computed by dividing the NAVD 88
 GB1925.geopotential number by the normal gravity value computed on the
 GB1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1925.degrees latitude (g = 980.6199 gals.).
 GB1925
 GB1925.The modeled gravity was interpolated from observed gravity values.
 GB1925
 GB1925;                    North         East    Units  Estimated Accuracy
 GB1925;SPC TN       -   233,720.      636,240.      MT  (+/- 180 meters Scaled)
 GB1925
 GB1925                          SUPERSEDED SURVEY CONTROL
 GB1925
 GB1925  NGVD 29 (??/??/92)  160.125  (m)          525.34   (f) ADJ UNCH    2 0
 GB1925
 GB1925.Superseded values are not recommended for survey control.
 GB1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1925.See file dsdata.txt to determine how the superseded data were derived.
 GB1925
 GB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF258335(NAD 83)
 GB1925_MARKER: DD = SURVEY DISK
 GB1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1925_STAMPING: 53-6 1966
 GB1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1925+STABILITY: SURFACE MOTION
 GB1925
 GB1925  HISTORY     - Date     Condition        Report By
 GB1925  HISTORY     - 1966     MONUMENTED       TNHD
 GB1925
 GB1925                          STATION DESCRIPTION
 GB1925
 GB1925'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1925'6.5 MI N FROM GAINESBORO.
 GB1925'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1925'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1925'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1925'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53
 GB1925'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1925'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 6.2 MILES TO A DRIVE
 GB1925'ON THE RIGHT AND THE MARK ON THE LEFT, 196 FEET WEST OF THE
 GB1925'WEST END OF A WOODEN BRIDGE, 62 FEET WEST OF A GUYED UTILITY
 GB1925'POLE, 17 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1925'53 AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 GB1925'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB1925'MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1927 ***********************************************************************
 GB1927  DESIGNATION -  53 7
 GB1927  PID         -  GB1927
 GB1927  STATE/COUNTY-  TN/JACKSON
 GB1927  USGS QUAD   -  BURRISTOWN (1979)
 GB1927
 GB1927                         *CURRENT SURVEY CONTROL
 GB1927  ___________________________________________________________________
 GB1927* NAD 83(1986)-  36 27 33.     (N)    085 34 34.     (W)     SCALED    
 GB1927* NAVD 88     -       161.194  (meters)     528.85   (feet)  ADJUSTED  
 GB1927  ___________________________________________________________________
 GB1927  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB1927  DYNAMIC HT  -         161.055 (meters)     528.39  (feet)  COMP
 GB1927  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GB1927
 GB1927  VERT ORDER  -  SECOND    CLASS 0
 GB1927
 GB1927.The horizontal coordinates were scaled from a topographic map and have
 GB1927.an estimated accuracy of +/- 6 seconds.
 GB1927
 GB1927.The orthometric height was determined by differential leveling
 GB1927.and adjusted by the National Geodetic Survey in June 1991..
 GB1927
 GB1927.The geoid height was determined by GEOID03.
 GB1927
 GB1927.The dynamic height is computed by dividing the NAVD 88
 GB1927.geopotential number by the normal gravity value computed on the
 GB1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1927.degrees latitude (g = 980.6199 gals.).
 GB1927
 GB1927.The modeled gravity was interpolated from observed gravity values.
 GB1927
 GB1927;                    North         East    Units  Estimated Accuracy
 GB1927;SPC TN       -   235,950.      638,000.      MT  (+/- 180 meters Scaled)
 GB1927
 GB1927                          SUPERSEDED SURVEY CONTROL
 GB1927
 GB1927  NGVD 29 (??/??/92)  161.297  (m)          529.19   (f) ADJ UNCH    2 0
 GB1927
 GB1927.Superseded values are not recommended for survey control.
 GB1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1927.See file dsdata.txt to determine how the superseded data were derived.
 GB1927
 GB1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF275358(NAD 83)
 GB1927_MARKER: DD = SURVEY DISK
 GB1927_SETTING: 66 = SET IN ROCK OUTCROP
 GB1927_SP_SET: ROCK CUT
 GB1927_STAMPING: 53-7 1966
 GB1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1927+STABILITY: POSITION/ELEVATION WELL
 GB1927
 GB1927  HISTORY     - Date     Condition        Report By
 GB1927  HISTORY     - 1966     MONUMENTED       TNHD
 GB1927
 GB1927                          STATION DESCRIPTION
 GB1927
 GB1927'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1927'8.5 MI N FROM GAINESBORO.
 GB1927'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1927'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1927'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1927'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND
 GB1927'85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1927'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 8.2 MILES TO A DRIVE
 GB1927'AND THE MARK ON THE RIGHT, 30 FEET SOUTH OF A GUYED POWERLINE
 GB1927'POLE, 23 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53,
 GB1927'10 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVE AND ABOUT
 GB1927'2 FEET HIGHER THAN THE PAVEMENT.  THE DISK IS SET VERTICALLY
 GB1927'IN A DRILL HOLE NEAR THE NORTH END OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1928 ***********************************************************************
 GB1928  DESIGNATION -  53 8
 GB1928  PID         -  GB1928
 GB1928  STATE/COUNTY-  TN/JACKSON
 GB1928  USGS QUAD   -  BURRISTOWN (1979)
 GB1928
 GB1928                         *CURRENT SURVEY CONTROL
 GB1928  ___________________________________________________________________
 GB1928* NAD 83(1986)-  36 28 13.     (N)    085 34 58.     (W)     SCALED    
 GB1928* NAVD 88     -       160.510  (meters)     526.61   (feet)  ADJUSTED  
 GB1928  ___________________________________________________________________
 GB1928  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB1928  DYNAMIC HT  -         160.372 (meters)     526.15  (feet)  COMP
 GB1928  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1928
 GB1928  VERT ORDER  -  SECOND    CLASS 0
 GB1928
 GB1928.The horizontal coordinates were scaled from a topographic map and have
 GB1928.an estimated accuracy of +/- 6 seconds.
 GB1928
 GB1928.The orthometric height was determined by differential leveling
 GB1928.and adjusted by the National Geodetic Survey in June 1991..
 GB1928
 GB1928.The geoid height was determined by GEOID03.
 GB1928
 GB1928.The dynamic height is computed by dividing the NAVD 88
 GB1928.geopotential number by the normal gravity value computed on the
 GB1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1928.degrees latitude (g = 980.6199 gals.).
 GB1928
 GB1928.The modeled gravity was interpolated from observed gravity values.
 GB1928
 GB1928;                    North         East    Units  Estimated Accuracy
 GB1928;SPC TN       -   237,180.      637,390.      MT  (+/- 180 meters Scaled)
 GB1928
 GB1928                          SUPERSEDED SURVEY CONTROL
 GB1928
 GB1928  NGVD 29 (??/??/92)  160.614  (m)          526.95   (f) ADJ UNCH    2 0
 GB1928
 GB1928.Superseded values are not recommended for survey control.
 GB1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1928.See file dsdata.txt to determine how the superseded data were derived.
 GB1928
 GB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF269370(NAD 83)
 GB1928_MARKER: DD = SURVEY DISK
 GB1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1928_SP_SET: BRIDGE
 GB1928_STAMPING: 53-8 1966
 GB1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1928
 GB1928  HISTORY     - Date     Condition        Report By
 GB1928  HISTORY     - 1966     MONUMENTED       TNHD
 GB1928
 GB1928                          STATION DESCRIPTION
 GB1928
 GB1928'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1928'9 MI N FROM GAINESBORO.
 GB1928'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1928'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1928'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1928'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53
 GB1928'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1928'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 9.1 MILES TO A CONCRETE
 GB1928'BRIDGE AND THE MARK ON THE RIGHT, 25 FEET EAST OF THE APPROXIMATE
 GB1928'CENTER OF STATE ROUTE 53.  THE DISK IS CEMENTED FLUSH IN A
 GB1928'DRILL HOLE 0.5 FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL
 GB1928'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1929 ***********************************************************************
 GB1929  DESIGNATION -  53 9
 GB1929  PID         -  GB1929
 GB1929  STATE/COUNTY-  TN/CLAY
 GB1929  USGS QUAD   -  BURRISTOWN (1979)
 GB1929
 GB1929                         *CURRENT SURVEY CONTROL
 GB1929  ___________________________________________________________________
 GB1929* NAD 83(1986)-  36 28 39.     (N)    085 34 17.     (W)     SCALED    
 GB1929* NAVD 88     -       215.262  (meters)     706.24   (feet)  ADJUSTED  
 GB1929  ___________________________________________________________________
 GB1929  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB1929  DYNAMIC HT  -         215.078 (meters)     705.64  (feet)  COMP
 GB1929  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GB1929
 GB1929  VERT ORDER  -  SECOND    CLASS 0
 GB1929
 GB1929.The horizontal coordinates were scaled from a topographic map and have
 GB1929.an estimated accuracy of +/- 6 seconds.
 GB1929
 GB1929.The orthometric height was determined by differential leveling
 GB1929.and adjusted by the National Geodetic Survey in June 1991..
 GB1929
 GB1929.The geoid height was determined by GEOID03.
 GB1929
 GB1929.The dynamic height is computed by dividing the NAVD 88
 GB1929.geopotential number by the normal gravity value computed on the
 GB1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1929.degrees latitude (g = 980.6199 gals.).
 GB1929
 GB1929.The modeled gravity was interpolated from observed gravity values.
 GB1929
 GB1929;                    North         East    Units  Estimated Accuracy
 GB1929;SPC TN       -   237,980.      638,410.      MT  (+/- 180 meters Scaled)
 GB1929
 GB1929                          SUPERSEDED SURVEY CONTROL
 GB1929
 GB1929  NGVD 29 (??/??/92)  215.368  (m)          706.59   (f) ADJ UNCH    2 0
 GB1929
 GB1929.Superseded values are not recommended for survey control.
 GB1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1929.See file dsdata.txt to determine how the superseded data were derived.
 GB1929
 GB1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF279378(NAD 83)
 GB1929_MARKER: DD = SURVEY DISK
 GB1929_SETTING: 66 = SET IN ROCK OUTCROP
 GB1929_SP_SET: ROCK CUT
 GB1929_STAMPING: 53-9 1966
 GB1929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1929+STABILITY: POSITION/ELEVATION WELL
 GB1929
 GB1929  HISTORY     - Date     Condition        Report By
 GB1929  HISTORY     - 1966     MONUMENTED       TNHD
 GB1929
 GB1929                          STATION DESCRIPTION
 GB1929
 GB1929'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1929'10 MI N FROM GAINESBORO.
 GB1929'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1929'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1929'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1929'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND
 GB1929'85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1929'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 10.0 MILES TO A ROCK
 GB1929'CUT AND THE MARK ON THE LEFT, 25 FEET EAST OF THE APPROXIMATE
 GB1929'CENTER OF STATE ROUTE 53.  THE DISK IS CEMENTED IN A 4-INCH
 GB1929'HOLE THAT WAS DRILLED FOR BLASTING, 1.2 FEET HIGHER THAN THE
 GB1929'TOP OF A METAL WITNESS SIGN ATTACHED TO THE FACE OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0657 ***********************************************************************
 GB0657  DESIGNATION -  531
 GB0657  PID         -  GB0657
 GB0657  STATE/COUNTY-  TN/ANDERSON
 GB0657  USGS QUAD   -  LAKE CITY (1973)
 GB0657
 GB0657                         *CURRENT SURVEY CONTROL
 GB0657  ___________________________________________________________________
 GB0657* NAD 83(1986)-  36 13 47.     (N)    084 08 50.     (W)     SCALED    
 GB0657* NAVD 88     -       303.226  (meters)     994.83   (feet)  ADJUSTED  
 GB0657  ___________________________________________________________________
 GB0657  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0657  DYNAMIC HT  -         302.954 (meters)     993.94  (feet)  COMP
 GB0657  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 GB0657
 GB0657  VERT ORDER  -  SECOND    CLASS 0
 GB0657
 GB0657.The horizontal coordinates were scaled from a topographic map and have
 GB0657.an estimated accuracy of +/- 6 seconds.
 GB0657
 GB0657.The orthometric height was determined by differential leveling
 GB0657.and adjusted by the National Geodetic Survey in June 1991..
 GB0657.WARNING-Repeat measurements at this control monument indicate possible
 GB0657.vertical movement.
 GB0657
 GB0657.The geoid height was determined by GEOID03.
 GB0657
 GB0657.The dynamic height is computed by dividing the NAVD 88
 GB0657.geopotential number by the normal gravity value computed on the
 GB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0657.degrees latitude (g = 980.6199 gals.).
 GB0657
 GB0657.The modeled gravity was interpolated from observed gravity values.
 GB0657
 GB0657;                    North         East    Units  Estimated Accuracy
 GB0657;SPC TN       -   211,980.      766,550.      MT  (+/- 180 meters Scaled)
 GB0657
 GB0657                          SUPERSEDED SURVEY CONTROL
 GB0657
 GB0657  NGVD 29 (??/??/92)  303.351  (m)          995.24   (f) ADJ UNCH    2 0
 GB0657
 GB0657.Superseded values are not recommended for survey control.
 GB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0657.See file dsdata.txt to determine how the superseded data were derived.
 GB0657
 GB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF563132(NAD 83)
 GB0657_MARKER: DD = SURVEY DISK
 GB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0657_STAMPING: 531
 GB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0657+STABILITY: SURFACE MOTION
 GB0657
 GB0657  HISTORY     - Date     Condition        Report By
 GB0657  HISTORY     - UNK      MONUMENTED       TNGS
 GB0657  HISTORY     - 1949     GOOD             NGS
 GB0657  HISTORY     - 1973     GOOD             TVA
 GB0657
 GB0657                          STATION DESCRIPTION
 GB0657
 GB0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0657'0.2 MI N FROM COAL CREEK.
 GB0657'0.2 MILE NORTH ALONG THE T.V.A. FREEWAY FROM COAL CREEK, ANDERSON
 GB0657'COUNTY, 0.6 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25 W,
 GB0657'0.5 MILE NORTHWEST OF THE ROBERT GIBBS HOUSE, 200 FEET NORTHWEST
 GB0657'OF A PECULIAR FORMATION OF STANDING STONE, OPPOSITE A CEMETERY,
 GB0657'AT A CUT, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE FREEWAY,
 GB0657'AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE SURVEY
 GB0657'STANDARD DISK, STAMPED 531 AND SET IN THE TOP OF A CONCRETE POST.
 GB0657
 GB0657                          STATION RECOVERY (1973)
 GB0657
 GB0657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2589 ***********************************************************************
 AJ2589  DESIGNATION -  54
 AJ2589  PID         -  AJ2589
 AJ2589  STATE/COUNTY-  TN/SHELBY
 AJ2589  USGS QUAD   -  LOCKE (1970)
 AJ2589
 AJ2589                         *CURRENT SURVEY CONTROL
 AJ2589  ___________________________________________________________________
 AJ2589* NAD 83(1995)-  35 15 10.58292(N)    090 03 21.14795(W)     ADJUSTED  
 AJ2589* NAVD 88     -        88.18   (meters)     289.3    (feet)  LEVELING  
 AJ2589  ___________________________________________________________________
 AJ2589  X           -      -5,084.976 (meters)                     COMP
 AJ2589  Y           -  -5,214,327.807 (meters)                     COMP
 AJ2589  Z           -   3,660,853.406 (meters)                     COMP
 AJ2589  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AJ2589  ELLIP HEIGHT-          60.93  (meters)          (04/26/01) GPS OBS
 AJ2589  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2589
 AJ2589  HORZ ORDER  -  FIRST
 AJ2589  VERT ORDER  -  THIRD ?
 AJ2589  ELLP ORDER  -  FOURTH    CLASS I
 AJ2589
 AJ2589.The horizontal coordinates were established by GPS observations
 AJ2589.and adjusted by the National Geodetic Survey in April 2001..
 AJ2589
 AJ2589.The orthometric height was determined by differential leveling.
 AJ2589.The vertical network tie was performed by a horz. field party for horz.
 AJ2589.obs reductions. Reset procedures were used to establish the elevation.
 AJ2589
 AJ2589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2589
 AJ2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2589
 AJ2589.The ellipsoidal height was determined by GPS observations
 AJ2589.and is referenced to NAD 83.
 AJ2589
 AJ2589.The geoid height was determined by GEOID03.
 AJ2589
 AJ2589;                    North         East     Units Scale Factor Converg.
 AJ2589;SPC TN       -   109,677.986   230,995.455   MT  0.99999948   -2 22 28.1
 AJ2589;SPC TN       -   359,835.19    757,857.59   sFT  0.99999948   -2 22 28.1
 AJ2589;UTM  15      - 3,905,068.033   767,866.646   MT  1.00048437   +1 42 01.2
 AJ2589;UTM  16      - 3,905,375.683   221,962.877   MT  1.00055281   -1 45 53.8
 AJ2589
 AJ2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2589!SPC TN       -   0.99999044  x   0.99999948  =   0.99998992
 AJ2589!UTM  15      -   0.99999044  x   1.00048437  =   1.00047480
 AJ2589!UTM  16      -   0.99999044  x   1.00055281  =   1.00054324
 AJ2589
 AJ2589                          SUPERSEDED SURVEY CONTROL
 AJ2589
 AJ2589.No superseded survey control is available for this station.
 AJ2589
 AJ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6786705068(NAD 83)
 AJ2589_MARKER: DD = SURVEY DISK
 AJ2589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2589+WITH SETTING: INFORMATION.
 AJ2589_STAMPING: 054
 AJ2589_MARK LOGO: MLGW  
 AJ2589_PROJECTION: FLUSH
 AJ2589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2589+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2589_ROD/PIPE-DEPTH:  0.8 meters
 AJ2589
 AJ2589  HISTORY     - Date     Condition        Report By
 AJ2589  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2589
 AJ2589                          STATION DESCRIPTION
 AJ2589
 AJ2589'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2589'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2589'APPROXIMATELY 3.00 MILES (4.83 KM) NORTH OF GENERAL DEWITT SPAIN
 AJ2589'DOWNTOWN AIRPORT IN THE NORTHAVEN COMMUNITY.
 AJ2589'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2589'THOMAS STREET (HWY 51) , PROCEED NORTHWEST ON NORTH WATKINS STREET
 AJ2589'APPROXIMATELY 1.80 MILES (2.90 KM) TO NORTHAVEN DRIVE.  TURN LEFT AND
 AJ2589'GO WEST ON NORTHAVEN DRIVE FOR 0.22 MILES (0.35 KM) TO EAST CIRCLE
 AJ2589'ROAD.  TURN LEFT AND GO SOUTHWEST ON EAST CIRCLE ROAD (TURNS INTO
 AJ2589'CIRCLE ROAD SOUTH) APPROXIMATELY 1.65 MILES (2.66 KM) TO A
 AJ2589'T-INTERSECTION, BENJESTOWN ROAD.  TURN RIGHT AND GO NORTH ON
 AJ2589'BENJESTOWN ROAD APPROXIMATELY 0.10 MILE (0.16 KM) .  THE STATION IS ON
 AJ2589'THE LEFT.
 AJ2589'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2589'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2589'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED AT ADDRESS 4654
 AJ2589'BENJESTOWN ROAD, 46.00 FEET (14.02 M) NORTHWEST OF A WOOD POWER POLE
 AJ2589'NO.  42017, 14.00 FEET (4.27 M) WEST OF THE CENTERLINE OF BENJESTOWN
 AJ2589'ROAD, 11.50 FEET (3.51 M) SOUTH THE THE NORTH WALL PROJECTION OF HOUSE
 AJ2589'AT ADDRESS 4654 BENJESTOWN ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2589'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0785 ***********************************************************************
 FC0785  DESIGNATION -  54 2 10
 FC0785  PID         -  FC0785
 FC0785  STATE/COUNTY-  TN/MCMINN
 FC0785  USGS QUAD   -  NIOTA (1990)
 FC0785
 FC0785                         *CURRENT SURVEY CONTROL
 FC0785  ___________________________________________________________________
 FC0785* NAD 83(1986)-  35 36 43.     (N)    084 34 37.     (W)     SCALED    
 FC0785* NAVD 88     -       289.502  (meters)     949.81   (feet)  ADJUSTED  
 FC0785  ___________________________________________________________________
 FC0785  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0785  DYNAMIC HT  -         289.220 (meters)     948.88  (feet)  COMP
 FC0785  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FC0785
 FC0785  VERT ORDER  -  FIRST     CLASS II
 FC0785
 FC0785.The horizontal coordinates were scaled from a topographic map and have
 FC0785.an estimated accuracy of +/- 6 seconds.
 FC0785
 FC0785.The orthometric height was determined by differential leveling
 FC0785.and adjusted by the National Geodetic Survey in June 1991..
 FC0785
 FC0785.The geoid height was determined by GEOID03.
 FC0785
 FC0785.The dynamic height is computed by dividing the NAVD 88
 FC0785.geopotential number by the normal gravity value computed on the
 FC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0785.degrees latitude (g = 980.6199 gals.).
 FC0785
 FC0785.The modeled gravity was interpolated from observed gravity values.
 FC0785
 FC0785;                    North         East    Units  Estimated Accuracy
 FC0785;SPC TN       -   142,800.      728,920.      MT  (+/- 180 meters Scaled)
 FC0785
 FC0785                          SUPERSEDED SURVEY CONTROL
 FC0785
 FC0785  NGVD 29 (??/??/92)  289.580  (m)          950.06   (f) ADJ UNCH    1 2
 FC0785
 FC0785.Superseded values are not recommended for survey control.
 FC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0785.See file dsdata.txt to determine how the superseded data were derived.
 FC0785
 FC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE194436(NAD 83)
 FC0785_MARKER: DD = SURVEY DISK
 FC0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0785_STAMPING: 54 2 10
 FC0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0785+STABILITY: SURFACE MOTION
 FC0785
 FC0785  HISTORY     - Date     Condition        Report By
 FC0785  HISTORY     - UNK      MONUMENTED       TNGS
 FC0785  HISTORY     - 1950     GOOD             NGS
 FC0785
 FC0785                          STATION DESCRIPTION
 FC0785
 FC0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0785'6.9 MI W FROM SWEETWATER.
 FC0785'6.9 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0785'HIGHWAY 11 AT SWEETWATER, ABOUT 0.5 MILE WEST OF THE JUNCTION OF
 FC0785'A ROAD SOUTH AT PRIGMORE, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY
 FC0785'WITH TANGENTS EXTENDING NORTH AND EAST, 38 FEET SOUTHWEST OF THE
 FC0785'CENTER LINE OF THE HIGHWAY, 49.5 FEET SOUTHEAST OF A POWER POLE,
 FC0785'8 FEET NORTHEAST OF A FORKED 5-INCH CEDAR TREE, 1.5 FEET NORTH
 FC0785'OF THE NORTH EDGE OF AN OUTCROPPING OF ROCK, 1 FOOT NORTH OF A
 FC0785'T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET
 FC0785'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0779 ***********************************************************************
 FC0779  DESIGNATION -  54 2 14
 FC0779  PID         -  FC0779
 FC0779  STATE/COUNTY-  TN/MCMINN
 FC0779  USGS QUAD   -  TRANQUILLITY (1990)
 FC0779
 FC0779                         *CURRENT SURVEY CONTROL
 FC0779  ___________________________________________________________________
 FC0779* NAD 83(1986)-  35 36 50.     (N)    084 38 24.     (W)     SCALED    
 FC0779* NAVD 88     -       279.303  (meters)     916.35   (feet)  ADJUSTED  
 FC0779  ___________________________________________________________________
 FC0779  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0779  DYNAMIC HT  -         279.033 (meters)     915.46  (feet)  COMP
 FC0779  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 FC0779
 FC0779  VERT ORDER  -  FIRST     CLASS II
 FC0779
 FC0779.The horizontal coordinates were scaled from a topographic map and have
 FC0779.an estimated accuracy of +/- 6 seconds.
 FC0779
 FC0779.The orthometric height was determined by differential leveling
 FC0779.and adjusted by the National Geodetic Survey in June 1991..
 FC0779
 FC0779.The geoid height was determined by GEOID03.
 FC0779
 FC0779.The dynamic height is computed by dividing the NAVD 88
 FC0779.geopotential number by the normal gravity value computed on the
 FC0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0779.degrees latitude (g = 980.6199 gals.).
 FC0779
 FC0779.The modeled gravity was interpolated from observed gravity values.
 FC0779
 FC0779;                    North         East    Units  Estimated Accuracy
 FC0779;SPC TN       -   142,930.      723,210.      MT  (+/- 180 meters Scaled)
 FC0779
 FC0779                          SUPERSEDED SURVEY CONTROL
 FC0779
 FC0779  NGVD 29 (??/??/92)  279.382  (m)          916.61   (f) ADJ UNCH    1 2
 FC0779
 FC0779.Superseded values are not recommended for survey control.
 FC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0779.See file dsdata.txt to determine how the superseded data were derived.
 FC0779
 FC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE137436(NAD 83)
 FC0779_MARKER: DD = SURVEY DISK
 FC0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0779_STAMPING: 54 2 14
 FC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0779+STABILITY: SURFACE MOTION
 FC0779
 FC0779  HISTORY     - Date     Condition        Report By
 FC0779  HISTORY     - UNK      MONUMENTED       TNGS
 FC0779  HISTORY     - 1950     GOOD             NGS
 FC0779
 FC0779                          STATION DESCRIPTION
 FC0779
 FC0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0779'7.9 MI E FROM PEAKLAND.
 FC0779'7.9 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0779'PEAKLAND, ABOUT 10.85 MILES WEST ALONG STATE HIGHWAY 68 FROM THE
 FC0779'JUNCTION OF U.S. HIGHWAY 11 AT SWEETWATER, ABOUT 1.1 MILES EAST
 FC0779'OF THE MC MINN-MEIGS COUNTY LINE, ABOUT 0.55 MILE EAST OF THE
 FC0779'JUNCTION OF A ROAD SOUTH TO SEWEE CHURCH, ABOUT 0.9 MILE WEST
 FC0779'OF MT. PISGAH CHURCH, ON THE OUTSIDE OF A SLIGHT CURVE, 53 FEET
 FC0779'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET WEST OF A
 FC0779'POWER POLE, 1 FOOT NORTHWEST OF A FENCE LINE, 1/2 FOOT SOUTHEAST
 FC0779'OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FC0779'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0787 ***********************************************************************
 FC0787  DESIGNATION -  54 2 8
 FC0787  PID         -  FC0787
 FC0787  STATE/COUNTY-  TN/MCMINN
 FC0787  USGS QUAD   -  NIOTA (1990)
 FC0787
 FC0787                         *CURRENT SURVEY CONTROL
 FC0787  ___________________________________________________________________
 FC0787* NAD 83(1986)-  35 36 38.     (N)    084 33 08.     (W)     SCALED    
 FC0787* NAVD 88     -       315.464  (meters)    1034.98   (feet)  ADJUSTED  
 FC0787  ___________________________________________________________________
 FC0787  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0787  DYNAMIC HT  -         315.156 (meters)    1033.97  (feet)  COMP
 FC0787  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 FC0787
 FC0787  VERT ORDER  -  FIRST     CLASS II
 FC0787
 FC0787.The horizontal coordinates were scaled from a topographic map and have
 FC0787.an estimated accuracy of +/- 6 seconds.
 FC0787
 FC0787.The orthometric height was determined by differential leveling
 FC0787.and adjusted by the National Geodetic Survey in June 1991..
 FC0787
 FC0787.The geoid height was determined by GEOID03.
 FC0787
 FC0787.The dynamic height is computed by dividing the NAVD 88
 FC0787.geopotential number by the normal gravity value computed on the
 FC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0787.degrees latitude (g = 980.6199 gals.).
 FC0787
 FC0787.The modeled gravity was interpolated from observed gravity values.
 FC0787
 FC0787;                    North         East    Units  Estimated Accuracy
 FC0787;SPC TN       -   142,680.      731,170.      MT  (+/- 180 meters Scaled)
 FC0787
 FC0787                          SUPERSEDED SURVEY CONTROL
 FC0787
 FC0787  NGVD 29 (??/??/92)  315.541  (m)         1035.24   (f) ADJ UNCH    1 2
 FC0787
 FC0787.Superseded values are not recommended for survey control.
 FC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0787.See file dsdata.txt to determine how the superseded data were derived.
 FC0787
 FC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE217435(NAD 83)
 FC0787_MARKER: DD = SURVEY DISK
 FC0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0787_STAMPING: 54 2 8
 FC0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0787+STABILITY: SURFACE MOTION
 FC0787
 FC0787  HISTORY     - Date     Condition        Report By
 FC0787  HISTORY     - UNK      MONUMENTED       TNGS
 FC0787  HISTORY     - 1950     GOOD             NGS
 FC0787
 FC0787                          STATION DESCRIPTION
 FC0787
 FC0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0787'5.4 MI W FROM SWEETWATER.
 FC0787'5.4 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0787'HIGHWAY 11 AT SWEETWATER, ABOUT 0.55 MILES WEST OF A CROSSROAD
 FC0787'AND HAUNS GROCERY STORE, ABOUT 1.0 MILE EAST OF THE JUNCTION
 FC0787'OF A ROAD SOUTH AT PRIGMORE, 24.5 FEET SOUTH OF THE CENTER LINE OF
 FC0787'THE HIGHWAY, 157 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 FC0787'SOUTHWEST CORNER OF A LARGE BARN, 118 FEET SOUTH-SOUTHEAST
 FC0787'AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A FARM HOUSE,
 FC0787'81 FEET WEST OF THE WEST GATE POST OF A GATE TO A PASTURE, 2.5
 FC0787'FEET NORTH OF A FENCE LINE, 1 FOOT NORTH OF A T.V.A. STEEL WITNESS
 FC0787'POST, ABOUT 3 1/2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF
 FC0787'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0654 ***********************************************************************
 GB0654  DESIGNATION -  540
 GB0654  PID         -  GB0654
 GB0654  STATE/COUNTY-  TN/ANDERSON
 GB0654  USGS QUAD   -  LAKE CITY (1973)
 GB0654
 GB0654                         *CURRENT SURVEY CONTROL
 GB0654  ___________________________________________________________________
 GB0654* NAD 83(1986)-  36 14 02.     (N)    084 07 30.     (W)     SCALED    
 GB0654* NAVD 88     -       418.347  (meters)    1372.53   (feet)  ADJUSTED  
 GB0654  ___________________________________________________________________
 GB0654  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB0654  DYNAMIC HT  -         417.973 (meters)    1371.30  (feet)  COMP
 GB0654  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0654
 GB0654  VERT ORDER  -  SECOND    CLASS 0
 GB0654
 GB0654.The horizontal coordinates were scaled from a topographic map and have
 GB0654.an estimated accuracy of +/- 6 seconds.
 GB0654
 GB0654.The orthometric height was determined by differential leveling
 GB0654.and adjusted by the National Geodetic Survey in June 1991..
 GB0654
 GB0654.The geoid height was determined by GEOID03.
 GB0654
 GB0654.The dynamic height is computed by dividing the NAVD 88
 GB0654.geopotential number by the normal gravity value computed on the
 GB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0654.degrees latitude (g = 980.6199 gals.).
 GB0654
 GB0654.The modeled gravity was interpolated from observed gravity values.
 GB0654
 GB0654;                    North         East    Units  Estimated Accuracy
 GB0654;SPC TN       -   212,480.      768,540.      MT  (+/- 180 meters Scaled)
 GB0654
 GB0654                          SUPERSEDED SURVEY CONTROL
 GB0654
 GB0654  NGVD 29 (??/??/92)  418.482  (m)         1372.97   (f) ADJ UNCH    2 0
 GB0654
 GB0654.Superseded values are not recommended for survey control.
 GB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0654.See file dsdata.txt to determine how the superseded data were derived.
 GB0654
 GB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF583137(NAD 83)
 GB0654_MARKER: DD = SURVEY DISK
 GB0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0654_STAMPING: 540
 GB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0654+STABILITY: SURFACE MOTION
 GB0654
 GB0654  HISTORY     - Date     Condition        Report By
 GB0654  HISTORY     - UNK      MONUMENTED       TNGS
 GB0654  HISTORY     - 1949     GOOD             NGS
 GB0654
 GB0654                          STATION DESCRIPTION
 GB0654
 GB0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0654'2.3 MI E FROM COAL CREEK.
 GB0654'2.3 MILES EAST ALONG T.V.A. FREEWAY FROM THE JUNCTION OF U.S.
 GB0654'HIGHWAY 25 W AT COAL CREEK, ANDERSON COUNTY, AT THE HIGHEST POINT
 GB0654'OF THE FREEWAY, AT THE WEST END OF THE GUARDRAIL, 200 YARDS WEST
 GB0654'OF THE FAIR MASSINGILL HOUSE ON THE MARTHA GAYLOR PROPERTY, 74
 GB0654'YARDS EAST OF A 16-INCH PERSIMMON TREE, 200 FEET SOUTH OF THE
 GB0654'CENTERLINE OF THE FREEWAY, 75 FEET NORTH OF A 12-INCH PERSIMMON
 GB0654'TREE, NEAR A STEEL POST WITH A CONTROL MARKER SIGN, AND ABOUT
 GB0654'30 FEET HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 GB0654'STAMPED 540 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- COAL
 GB0654'CREEK IS NOW LAKE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0653 ***********************************************************************
 GB0653  DESIGNATION -  541
 GB0653  PID         -  GB0653
 GB0653  STATE/COUNTY-  TN/ANDERSON
 GB0653  USGS QUAD   -  NORRIS (1990)
 GB0653
 GB0653                         *CURRENT SURVEY CONTROL
 GB0653  ___________________________________________________________________
 GB0653* NAD 83(1986)-  36 13 32.     (N)    084 06 12.     (W)     SCALED    
 GB0653* NAVD 88     -       397.105  (meters)    1302.84   (feet)  ADJUSTED  
 GB0653  ___________________________________________________________________
 GB0653  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0653  DYNAMIC HT  -         396.749 (meters)    1301.67  (feet)  COMP
 GB0653  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0653
 GB0653  VERT ORDER  -  SECOND    CLASS 0
 GB0653
 GB0653.The horizontal coordinates were scaled from a topographic map and have
 GB0653.an estimated accuracy of +/- 6 seconds.
 GB0653
 GB0653.The orthometric height was determined by differential leveling
 GB0653.and adjusted by the National Geodetic Survey in June 1991..
 GB0653
 GB0653.The geoid height was determined by GEOID03.
 GB0653
 GB0653.The dynamic height is computed by dividing the NAVD 88
 GB0653.geopotential number by the normal gravity value computed on the
 GB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0653.degrees latitude (g = 980.6199 gals.).
 GB0653
 GB0653.The modeled gravity was interpolated from observed gravity values.
 GB0653
 GB0653;                    North         East    Units  Estimated Accuracy
 GB0653;SPC TN       -   211,600.      770,510.      MT  (+/- 180 meters Scaled)
 GB0653
 GB0653                          SUPERSEDED SURVEY CONTROL
 GB0653
 GB0653  NGVD 29 (??/??/92)  397.240  (m)         1303.28   (f) ADJ UNCH    2 0
 GB0653
 GB0653.Superseded values are not recommended for survey control.
 GB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0653.See file dsdata.txt to determine how the superseded data were derived.
 GB0653
 GB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603128(NAD 83)
 GB0653_MARKER: DD = SURVEY DISK
 GB0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0653_STAMPING: 541
 GB0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0653+STABILITY: SURFACE MOTION
 GB0653
 GB0653  HISTORY     - Date     Condition        Report By
 GB0653  HISTORY     - UNK      MONUMENTED       TNGS
 GB0653  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0653
 GB0653                          STATION DESCRIPTION
 GB0653
 GB0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0653'3.7 MI E FROM COAL CREEK.
 GB0653'3.7 MILES EAST ALONG T.V.A. FREEWAY FROM THE JUNCTION OF U.S.
 GB0653'HIGHWAY 25 W AT COAL CREEK, ANDERSON COUNTY, 0.1 MILE EAST OF A
 GB0653'TENNESSEE PUBLIC SERVICE CO. POWER-TRANSMISSION LINE STEEL TOWER,
 GB0653'AT THE TOP OF A STEEP HILL, OPPOSITE A LARGE ROCK QUARRY, AT THE
 GB0653'MIDDLE OF A NARROW DRIVE LEADING TO A PICNIC GROUND, AND 45 FEET
 GB0653'SOUTH OF THE CENTERLINE OF THE FREEWAY.  A STATE SURVEY STANDARD
 GB0653'DISK, STAMPED 541 AND SET IN THE TOP OF A CONCRETE POST.
 GB0653'NOTE-- THE DISK HAS BEEN BROKEN OFF AND ONLY THE SHANK AND A
 GB0653'SMALL PIECE OF THE DISK REMAINS.  CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0647 ***********************************************************************
 GB0647  DESIGNATION -  542
 GB0647  PID         -  GB0647
 GB0647  STATE/COUNTY-  TN/ANDERSON
 GB0647  USGS QUAD   -  NORRIS (1990)
 GB0647
 GB0647                         *CURRENT SURVEY CONTROL
 GB0647  ___________________________________________________________________
 GB0647* NAD 83(1986)-  36 13 22.     (N)    084 05 54.     (W)     SCALED    
 GB0647* NAVD 88     -       371.724  (meters)    1219.56   (feet)  ADJUSTED  
 GB0647  ___________________________________________________________________
 GB0647  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB0647  DYNAMIC HT  -         371.391 (meters)    1218.47  (feet)  COMP
 GB0647  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0647
 GB0647  VERT ORDER  -  SECOND    CLASS 0
 GB0647
 GB0647.The horizontal coordinates were scaled from a topographic map and have
 GB0647.an estimated accuracy of +/- 6 seconds.
 GB0647
 GB0647.The orthometric height was determined by differential leveling
 GB0647.and adjusted by the National Geodetic Survey in June 1991..
 GB0647
 GB0647.The geoid height was determined by GEOID03.
 GB0647
 GB0647.The dynamic height is computed by dividing the NAVD 88
 GB0647.geopotential number by the normal gravity value computed on the
 GB0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0647.degrees latitude (g = 980.6199 gals.).
 GB0647
 GB0647.The modeled gravity was interpolated from observed gravity values.
 GB0647
 GB0647;                    North         East    Units  Estimated Accuracy
 GB0647;SPC TN       -   211,300.      770,960.      MT  (+/- 180 meters Scaled)
 GB0647
 GB0647                          SUPERSEDED SURVEY CONTROL
 GB0647
 GB0647  NGVD 29 (??/??/92)  371.859  (m)         1220.01   (f) ADJ UNCH    2 0
 GB0647
 GB0647.Superseded values are not recommended for survey control.
 GB0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0647.See file dsdata.txt to determine how the superseded data were derived.
 GB0647
 GB0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF608125(NAD 83)
 GB0647_MARKER: DD = SURVEY DISK
 GB0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0647_STAMPING: 542
 GB0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0647+STABILITY: SURFACE MOTION
 GB0647
 GB0647  HISTORY     - Date     Condition        Report By
 GB0647  HISTORY     - UNK      MONUMENTED       TNGS
 GB0647  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0647
 GB0647                          STATION DESCRIPTION
 GB0647
 GB0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0647'1.3 MI N FROM NORRIS.
 GB0647'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0647'NORRIS, ANDERSON COUNTY, THENCE 4.5 MILES NORTH ALONG T.V.A.
 GB0647'FREEWAY, ABOUT 1000 FEET WEST OF THE WEST ABUTMENT OF NORRIS DAM,
 GB0647'395 FEET WEST OF THE SOUTHEAST CORNER OF A T.V.A. TRANSFORMER
 GB0647'STATION, AND 33 FEET SOUTH OF THE SOUTHWEST CORNER OF A T.V.A.
 GB0647'CONSTRUCTION OFFICE.  A STATE SURVEY STANDARD DISK, STAMPED 542
 GB0647'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1633 ***********************************************************************
 GC1633  DESIGNATION -  542.9
 GC1633  PID         -  GC1633
 GC1633  STATE/COUNTY-  TN/HUMPHREYS
 GC1633  USGS QUAD   -  WAVERLY (1987)
 GC1633
 GC1633                         *CURRENT SURVEY CONTROL
 GC1633  ___________________________________________________________________
 GC1633* NAD 83(1986)-  36 07 03.     (N)    087 46 51.     (W)     SCALED    
 GC1633* NAVD 88     -       165.409  (meters)     542.68   (feet)  ADJUSTED  
 GC1633  ___________________________________________________________________
 GC1633  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1633  DYNAMIC HT  -         165.266 (meters)     542.21  (feet)  COMP
 GC1633  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 GC1633
 GC1633  VERT ORDER  -  SECOND    CLASS 0
 GC1633
 GC1633.The horizontal coordinates were scaled from a topographic map and have
 GC1633.an estimated accuracy of +/- 6 seconds.
 GC1633
 GC1633.The orthometric height was determined by differential leveling
 GC1633.and adjusted by the National Geodetic Survey in June 1991..
 GC1633
 GC1633.The geoid height was determined by GEOID03.
 GC1633
 GC1633.The dynamic height is computed by dividing the NAVD 88
 GC1633.geopotential number by the normal gravity value computed on the
 GC1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1633.degrees latitude (g = 980.6199 gals.).
 GC1633
 GC1633.The modeled gravity was interpolated from observed gravity values.
 GC1633
 GC1633;                    North         East    Units  Estimated Accuracy
 GC1633;SPC TN       -   199,410.      439,690.      MT  (+/- 180 meters Scaled)
 GC1633
 GC1633                          SUPERSEDED SURVEY CONTROL
 GC1633
 GC1633  NGVD 29 (??/??/92)  165.440  (m)          542.78   (f) ADJ UNCH    2 0
 GC1633
 GC1633.Superseded values are not recommended for survey control.
 GC1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1633.See file dsdata.txt to determine how the superseded data were derived.
 GC1633
 GC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE297972(NAD 83)
 GC1633_MARKER: DD = SURVEY DISK
 GC1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1633_SP_SET: BRIDGE
 GC1633_STAMPING: 542.912
 GC1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1633
 GC1633  HISTORY     - Date     Condition        Report By
 GC1633  HISTORY     - UNK      MONUMENTED       USGS
 GC1633  HISTORY     - 1934     GOOD             NGS
 GC1633
 GC1633                          STATION DESCRIPTION
 GC1633
 GC1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1633'2.2 MI N FROM WAVERLY.
 GC1633'2.25 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1633'COUNTY, AT THE FOOT OF A STEEP GRADE, AT A 3-SPAN CONCRETE
 GC1633'BRIDGE OVER LITTLE RICHLAND CREEK, AND IN THE TOP OF THE
 GC1633'SOUTHWEST CONCRETE WING WALL.  A UNITED STATES GEOLOGICAL SURVEY
 GC1633'STANDARD DISK, STAMPED 542.912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0530 ***********************************************************************
 FC0530  DESIGNATION -  5452
 FC0530  PID         -  FC0530
 FC0530  STATE/COUNTY-  TN/MCMINN
 FC0530  USGS QUAD   -  ATHENS (1990)
 FC0530
 FC0530                         *CURRENT SURVEY CONTROL
 FC0530  ___________________________________________________________________
 FC0530* NAD 83(1986)-  35 29 57.     (N)    084 37 13.     (W)     SCALED    
 FC0530* NAVD 88     -       278.89   (+/-2cm)     915.0    (feet)  VERTCON   
 FC0530  ___________________________________________________________________
 FC0530  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0530
 FC0530  VERT ORDER  -  ? (See Below)
 FC0530
 FC0530.The horizontal coordinates were scaled from a topographic map and have
 FC0530.an estimated accuracy of +/- 6 seconds.
 FC0530
 FC0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0530.The vertical order pertains to the NGVD 29 superseded value.
 FC0530
 FC0530.The geoid height was determined by GEOID03.
 FC0530
 FC0530;                    North         East    Units  Estimated Accuracy
 FC0530;SPC TN       -   130,230.      725,170.      MT  (+/- 180 meters Scaled)
 FC0530
 FC0530                          SUPERSEDED SURVEY CONTROL
 FC0530
 FC0530  NGVD 29 (??/??/92)  278.955  (m)          915.20   (f) ADJ UNCH    ?  
 FC0530
 FC0530.Superseded values are not recommended for survey control.
 FC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0530.See file dsdata.txt to determine how the superseded data were derived.
 FC0530
 FC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158310(NAD 83)
 FC0530_MARKER: DJ = TIDAL STATION DISK
 FC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0530_STAMPING: 5452
 FC0530_MARK LOGO: TVA   
 FC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0530+STABILITY: SURFACE MOTION
 FC0530
 FC0530  HISTORY     - Date     Condition        Report By
 FC0530  HISTORY     - UNK      MONUMENTED       TVA
 FC0530  HISTORY     - 1961     GOOD             NGS
 FC0530
 FC0530                          STATION DESCRIPTION
 FC0530
 FC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0530'4.9 MI NW FROM ATHENS.
 FC0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 11 AND STATE
 FC0530'HWY 30 ABOUT 1 MILE WEST OF ATHENS, GO NORTH ON U.S. HWY. 11 FOR
 FC0530'1.45 MILES TO A CROSSROAD AT CAUTION LIGHT, TURN LEFT ON OILED
 FC0530'ROAD AND GO 0.1 MILE TO A FORK, KEEP RIGHT ON OILED ROAD AND GO
 FC0530'1.5 MILE TO A BRIDGE AND WHERE OILED ROAD TURNS RIGHT, CONTINUE
 FC0530'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.9 MILE TO PRIVATE DRIVE AND
 FC0530'THE MARK ON THE RIGHT, 12 FEET NORTHWEST OF CENTER OF PRIVATE
 FC0530'DRIVE, 20 FEET NORTHEAST OF CENTER OF ROAD.  A DISK SET IN THE
 FC0530'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FEET
 FC0530'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0642 ***********************************************************************
 GB0642  DESIGNATION -  546
 GB0642  PID         -  GB0642
 GB0642  STATE/COUNTY-  TN/ANDERSON
 GB0642  USGS QUAD   -  NORRIS (1990)
 GB0642
 GB0642                         *CURRENT SURVEY CONTROL
 GB0642  ___________________________________________________________________
 GB0642* NAD 83(1986)-  36 12 40.     (N)    084 04 22.     (W)     SCALED    
 GB0642* NAVD 88     -       268.382  (meters)     880.52   (feet)  ADJUSTED  
 GB0642  ___________________________________________________________________
 GB0642  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB0642  DYNAMIC HT  -         268.140 (meters)     879.72  (feet)  COMP
 GB0642  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GB0642
 GB0642  VERT ORDER  -  SECOND    CLASS 0
 GB0642
 GB0642.The horizontal coordinates were scaled from a topographic map and have
 GB0642.an estimated accuracy of +/- 6 seconds.
 GB0642
 GB0642.The orthometric height was determined by differential leveling
 GB0642.and adjusted by the National Geodetic Survey in June 1991..
 GB0642
 GB0642.The geoid height was determined by GEOID03.
 GB0642
 GB0642.The dynamic height is computed by dividing the NAVD 88
 GB0642.geopotential number by the normal gravity value computed on the
 GB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0642.degrees latitude (g = 980.6199 gals.).
 GB0642
 GB0642.The modeled gravity was interpolated from observed gravity values.
 GB0642
 GB0642;                    North         East    Units  Estimated Accuracy
 GB0642;SPC TN       -   210,050.      773,290.      MT  (+/- 180 meters Scaled)
 GB0642
 GB0642                          SUPERSEDED SURVEY CONTROL
 GB0642
 GB0642  NGVD 29 (??/??/92)  268.517  (m)          880.96   (f) ADJ UNCH    2 0
 GB0642
 GB0642.Superseded values are not recommended for survey control.
 GB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0642.See file dsdata.txt to determine how the superseded data were derived.
 GB0642
 GB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF631113(NAD 83)
 GB0642_MARKER: DD = SURVEY DISK
 GB0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0642_STAMPING: 546
 GB0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0642+STABILITY: SURFACE MOTION
 GB0642
 GB0642  HISTORY     - Date     Condition        Report By
 GB0642  HISTORY     - UNK      MONUMENTED       TNGS
 GB0642  HISTORY     - 1949     GOOD             NGS
 GB0642  HISTORY     - 1972     GOOD             TVA
 GB0642
 GB0642                          STATION DESCRIPTION
 GB0642
 GB0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0642'1.3 MI N FROM NORRIS.
 GB0642'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0642'NORRIS, ANDERSON COUNTY, THENCE 1.9 MILES NORTH ALONG T.V.A.
 GB0642'FREEWAY, 1.2 MILES SOUTH OF NORRIS DAM, 0.5 MILE SOUTH OF THE
 GB0642'OLD LONGMIRE HOUSE, 100 YARDS SOUTH OF THE CLEAR CREEK BRIDGE,
 GB0642'OPPOSITE A U-CURVE, 174 FEET NORTH OF A 30-INCH BEECH TREE, 116
 GB0642'FEET SOUTH OF THE CENTERLINE OF THE FREEWAY, AT THE EDGE OF AN
 GB0642'OLD ROAD, AND NEAR A STEEL POST WITH A CONTROL MARKER SIGN.  A
 GB0642'STATE SURVEY STANDARD DISK, STAMPED 546 AND SET IN THE TOP OF A
 GB0642'CONCRETE POST.
 GB0642
 GB0642                          STATION RECOVERY (1972)
 GB0642
 GB0642'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2275 ***********************************************************************
 GA2275  DESIGNATION -  548
 GA2275  PID         -  GA2275
 GA2275  STATE/COUNTY-  TN/UNION
 GA2275  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2275
 GA2275                         *CURRENT SURVEY CONTROL
 GA2275  ___________________________________________________________________
 GA2275* NAD 83(1986)-  36 14 32.     (N)    083 58 58.     (W)     SCALED    
 GA2275* NAVD 88     -       312.871  (meters)    1026.48   (feet)  ADJUSTED  
 GA2275  ___________________________________________________________________
 GA2275  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2275  DYNAMIC HT  -         312.588 (meters)    1025.55  (feet)  COMP
 GA2275  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 GA2275
 GA2275  VERT ORDER  -  SECOND    CLASS 0
 GA2275
 GA2275.The horizontal coordinates were scaled from a topographic map and have
 GA2275.an estimated accuracy of +/- 6 seconds.
 GA2275
 GA2275.The orthometric height was determined by differential leveling
 GA2275.and adjusted by the National Geodetic Survey in June 1991..
 GA2275
 GA2275.The geoid height was determined by GEOID03.
 GA2275
 GA2275.The dynamic height is computed by dividing the NAVD 88
 GA2275.geopotential number by the normal gravity value computed on the
 GA2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2275.degrees latitude (g = 980.6199 gals.).
 GA2275
 GA2275.The modeled gravity was interpolated from observed gravity values.
 GA2275
 GA2275;                    North         East    Units  Estimated Accuracy
 GA2275;SPC TN       -   213,660.      781,310.      MT  (+/- 180 meters Scaled)
 GA2275
 GA2275                          SUPERSEDED SURVEY CONTROL
 GA2275
 GA2275  NGVD 29 (??/??/92)  312.989  (m)         1026.86   (f) ADJ UNCH    2 0
 GA2275
 GA2275.Superseded values are not recommended for survey control.
 GA2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2275.See file dsdata.txt to determine how the superseded data were derived.
 GA2275
 GA2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA319149(NAD 83)
 GA2275_MARKER: DD = SURVEY DISK
 GA2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2275_STAMPING: 548
 GA2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2275+STABILITY: SURFACE MOTION
 GA2275
 GA2275  HISTORY     - Date     Condition        Report By
 GA2275  HISTORY     - UNK      MONUMENTED       TNGS
 GA2275  HISTORY     - 1936     GOOD             NGS
 GA2275
 GA2275                          STATION DESCRIPTION
 GA2275
 GA2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2275'4.2 MI NE FROM ANDERSONVILLE.
 GA2275'IN UNION COUNTY, 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 61
 GA2275'FROM THE POST OFFICE AT ANDERSONVILLE, ANDERSON COUNTY, 2.5
 GA2275'MILES SOUTHWEST OF A ROAD INTERSECTION, 0.2 MILE NORTHEAST OF
 GA2275'THE 1020 NORRIS RESERVOIR CONTOUR SIGN, 200 YARDS NORTHEAST OF
 GA2275'A CURVE SIGN, AT THE SITE OF OLD LOYSTON, NEAR THE NORRIS
 GA2275'RESERVOIR AREA, 422 FEET SOUTH OF A 30-INCH WILD-CHERRY TREE, 312
 GA2275'FEET EAST OF THE HIGHWAY, BETWEEN TWO SMALL SPRUCE TREES LINING
 GA2275'A FENCE, AND 24 FEET NORTHWEST OF A RAIL FENCE.  A STATE SURVEY
 GA2275'STANDARD DISK, STAMPED 548 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0042 ***********************************************************************
 FD0042  DESIGNATION -  549
 FD0042  PID         -  FD0042
 FD0042  STATE/COUNTY-  TN/RUTHERFORD
 FD0042  USGS QUAD   -  WALTERHILL (1998)
 FD0042
 FD0042                         *CURRENT SURVEY CONTROL
 FD0042  ___________________________________________________________________
 FD0042* NAD 83(1986)-  35 57 23.     (N)    086 29 48.     (W)     SCALED    
 FD0042* NAVD 88     -       167.701  (meters)     550.20   (feet)  ADJUSTED  
 FD0042  ___________________________________________________________________
 FD0042  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0042  DYNAMIC HT  -         167.557 (meters)     549.73  (feet)  COMP
 FD0042  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD0042
 FD0042  VERT ORDER  -  FIRST     CLASS II
 FD0042
 FD0042.The horizontal coordinates were scaled from a topographic map and have
 FD0042.an estimated accuracy of +/- 6 seconds.
 FD0042
 FD0042.The orthometric height was determined by differential leveling
 FD0042.and adjusted by the National Geodetic Survey in June 1991..
 FD0042
 FD0042.The geoid height was determined by GEOID03.
 FD0042
 FD0042.The dynamic height is computed by dividing the NAVD 88
 FD0042.geopotential number by the normal gravity value computed on the
 FD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0042.degrees latitude (g = 980.6199 gals.).
 FD0042
 FD0042.The modeled gravity was interpolated from observed gravity values.
 FD0042
 FD0042;                    North         East    Units  Estimated Accuracy
 FD0042;SPC TN       -   180,190.      555,200.      MT  (+/- 180 meters Scaled)
 FD0042
 FD0042                          SUPERSEDED SURVEY CONTROL
 FD0042
 FD0042  NGVD 29 (??/??/92)  167.719  (m)          550.26   (f) ADJ UNCH    1 2
 FD0042
 FD0042.Superseded values are not recommended for survey control.
 FD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0042.See file dsdata.txt to determine how the superseded data were derived.
 FD0042
 FD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE453792(NAD 83)
 FD0042_MARKER: DD = SURVEY DISK
 FD0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0042_SP_SET: ABUTMENT
 FD0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0042
 FD0042  HISTORY     - Date     Condition        Report By
 FD0042  HISTORY     - UNK      MONUMENTED       USGS
 FD0042  HISTORY     - 1955     POOR             NGS
 FD0042  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0042
 FD0042                          STATION DESCRIPTION
 FD0042
 FD0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FD0042'2.3 MI SE FROM SMYRNA.
 FD0042'2.3 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0042'LOUIS RAILWAY FROM THE STATION AT SMYRNA, RUTHERFORD COUNTY,
 FD0042'AT RAILWAY OVERPASS NO. 22.3 OVER A COUNTY ROAD, SET IN THE TOP
 FD0042'OF THE NORTHEAST END OF THE CAPSTONE OF NORTHEAST ABUTMENT,
 FD0042'7-1/2 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 4 FEET BELOW
 FD0042'THE TRACK.  NOTE-- BATTERED SO THAT ONLY THE 1906 IS LEGIBLE.
 FD0042
 FD0042                          STATION RECOVERY (2001)
 FD0042
 FD0042'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0553 ***********************************************************************
 FC0553  DESIGNATION -  54912
 FC0553  PID         -  FC0553
 FC0553  STATE/COUNTY-  TN/MCMINN
 FC0553  USGS QUAD   -  RICEVILLE (1990)
 FC0553
 FC0553                         *CURRENT SURVEY CONTROL
 FC0553  ___________________________________________________________________
 FC0553* NAD 83(1986)-  35 23 41.     (N)    084 43 14.     (W)     SCALED    
 FC0553* NAVD 88     -       230.801  (meters)     757.22   (feet)  ADJUSTED  
 FC0553  ___________________________________________________________________
 FC0553  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0553  DYNAMIC HT  -         230.575 (meters)     756.48  (feet)  COMP
 FC0553  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0553
 FC0553  VERT ORDER  -  SECOND    CLASS 0
 FC0553
 FC0553.The horizontal coordinates were scaled from a topographic map and have
 FC0553.an estimated accuracy of +/- 6 seconds.
 FC0553
 FC0553.The orthometric height was determined by differential leveling
 FC0553.and adjusted by the National Geodetic Survey in June 1991..
 FC0553
 FC0553.The geoid height was determined by GEOID03.
 FC0553
 FC0553.The dynamic height is computed by dividing the NAVD 88
 FC0553.geopotential number by the normal gravity value computed on the
 FC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0553.degrees latitude (g = 980.6199 gals.).
 FC0553
 FC0553.The modeled gravity was interpolated from observed gravity values.
 FC0553
 FC0553;                    North         East    Units  Estimated Accuracy
 FC0553;SPC TN       -   118,520.      716,230.      MT  (+/- 180 meters Scaled)
 FC0553
 FC0553                          SUPERSEDED SURVEY CONTROL
 FC0553
 FC0553  NGVD 29 (??/??/92)  230.862  (m)          757.42   (f) ADJ UNCH    2 0
 FC0553
 FC0553.Superseded values are not recommended for survey control.
 FC0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0553.See file dsdata.txt to determine how the superseded data were derived.
 FC0553
 FC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE070192(NAD 83)
 FC0553_MARKER: DD = SURVEY DISK
 FC0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0553_STAMPING: 54912
 FC0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0553+STABILITY: SURFACE MOTION
 FC0553
 FC0553  HISTORY     - Date     Condition        Report By
 FC0553  HISTORY     - UNK      MONUMENTED       TNDG
 FC0553  HISTORY     - 1961     GOOD             NGS
 FC0553
 FC0553                          STATION DESCRIPTION
 FC0553
 FC0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0553'2.2 MI NW FROM RICEVILLE.
 FC0553'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD FOR,
 FC0553'0.1 MILE, CROSSING THE RAILROAD TRACKS, TO THE JUNCTION OF
 FC0553'U.S. HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 FOR 0.35 MILE TO
 FC0553'A CROSSROAD, TURN LEFT ON AN OILED ROAD FOR 1.7 MILES TO THE
 FC0553'MARK ON THE LEFT.  ABOUT 25 FEET WEST OF THE ROAD, AND AT A
 FC0553'WITNESS SIGN.  A DISK SET IN THE TOP OF A CONCRETE POST THAT IS
 FC0553'ABOUT LEVEL WITH THE GROUND AND 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2590 ***********************************************************************
 AJ2590  DESIGNATION -  55
 AJ2590  PID         -  AJ2590
 AJ2590  STATE/COUNTY-  TN/SHELBY
 AJ2590  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2590
 AJ2590                         *CURRENT SURVEY CONTROL
 AJ2590  ___________________________________________________________________
 AJ2590* NAD 83(1995)-  35 14 00.09125(N)    090 03 25.49581(W)     ADJUSTED  
 AJ2590* NAVD 88     -        68.3    (meters)     224.     (feet)  GPS OBS   
 AJ2590  ___________________________________________________________________
 AJ2590  X           -      -5,196.122 (meters)                     COMP
 AJ2590  Y           -  -5,215,565.051 (meters)                     COMP
 AJ2590  Z           -   3,659,067.678 (meters)                     COMP
 AJ2590  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ2590  ELLIP HEIGHT-          41.04  (meters)          (04/26/01) GPS OBS
 AJ2590  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2590
 AJ2590  HORZ ORDER  -  FIRST
 AJ2590  ELLP ORDER  -  FOURTH    CLASS I
 AJ2590
 AJ2590.The horizontal coordinates were established by GPS observations
 AJ2590.and adjusted by the National Geodetic Survey in April 2001..
 AJ2590
 AJ2590.The orthometric height was determined by GPS observations and a
 AJ2590.high-resolution geoid model.
 AJ2590
 AJ2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2590
 AJ2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2590
 AJ2590.The ellipsoidal height was determined by GPS observations
 AJ2590.and is referenced to NAD 83.
 AJ2590
 AJ2590.The geoid height was determined by GEOID03.
 AJ2590
 AJ2590;                    North         East     Units Scale Factor Converg.
 AJ2590;SPC TN       -   107,511.988   230,795.607   MT  1.00000298   -2 22 30.6
 AJ2590;SPC TN       -   352,728.91    757,201.92   sFT  1.00000298   -2 22 30.6
 AJ2590;UTM  15      - 3,902,892.258   767,821.178   MT  1.00048407   +1 41 55.7
 AJ2590;UTM  16      - 3,903,206.482   221,786.001   MT  1.00055403   -1 45 53.2
 AJ2590
 AJ2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2590!SPC TN       -   0.99999356  x   1.00000298  =   0.99999654
 AJ2590!UTM  15      -   0.99999356  x   1.00048407  =   1.00047763
 AJ2590!UTM  16      -   0.99999356  x   1.00055403  =   1.00054758
 AJ2590
 AJ2590                          SUPERSEDED SURVEY CONTROL
 AJ2590
 AJ2590.No superseded survey control is available for this station.
 AJ2590
 AJ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6782102892(NAD 83)
 AJ2590_MARKER: DD = SURVEY DISK
 AJ2590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2590+WITH SETTING: INFORMATION.
 AJ2590_STAMPING: 055
 AJ2590_MARK LOGO: MLGW  
 AJ2590_PROJECTION: FLUSH
 AJ2590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2590+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2590_ROD/PIPE-DEPTH:  0.8 meters
 AJ2590
 AJ2590  HISTORY     - Date     Condition        Report By
 AJ2590  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2590
 AJ2590                          STATION DESCRIPTION
 AJ2590
 AJ2590'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2590'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2590'2.10 MILES (3.38 KM) NORTH OF THE GENERAL DEWITT SPAIN DOWNTOWN
 AJ2590'AIRPORT.
 AJ2590'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2590'THOMAS STREET (HWY 51) , PROCEED NORTHWEST ON NORTH WATKINS STREET
 AJ2590'APPROXIMATELY 1.80 MILES (2.90 KM) TO NORTHHAVEN DRIVE.  TURN LEFT AND
 AJ2590'GO WEST ON NORTHAVEN DRIVE FOR 0.22 MILES (0.35 KM) TO EAST CIRCLE
 AJ2590'ROAD.  TURN LEFT AND GO SOUTHWEST ON EAST CIRCLE ROAD (TURNS INTO
 AJ2590'CIRCLE ROAD SOUTH) APPROXIMATELY 1.65 MILE (2.66 KM) TO
 AJ2590'T-INTERSECTION, BENJESTOWN ROAD.  TURN LEFT AND GO SOUTH ON BENJESTOWN
 AJ2590'ROAD APPROXIMATELY 1.10 MILES (1.77 KM) TO OLD CUBA-BENJESTOWN ROAD.
 AJ2590'TURN RIGHT AND GO SOUTHWEST ON OLD CUBA-BENJESTOWN ROAD APPROXIMATELY
 AJ2590'0.35 MILE (0.56 KM) TO BILLION ROAD.  THE STATION IS ON THE LEFT.
 AJ2590'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2590'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2590'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 62.60 FEET (19.08 M)
 AJ2590'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL LOCATED ON
 AJ2590'THE SOUTHWEST CORNER OF INTERSECTION, 56.00 FEET (17.07 M) NORTHEAST
 AJ2590'OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL ON THE EAST SIDE OF OLD
 AJ2590'CUBA-BENJESTOWN ROAD, 47.70 FEET (14.54 M) SOUTHEAST OF A FIRE
 AJ2590'HYDRANT, 19.00 FEET (5.79 M) NORTHEAST OF THE CENTERLINE OF BILLION
 AJ2590'ROAD PROJECTED, 11.20 FEET (3.41 M) EAST OF THE CENTERLINE OF OLD
 AJ2590'CUBE-BENJESTOWN ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2590'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0751 ***********************************************************************
 FE0751  DESIGNATION -  55 23 17
 FE0751  PID         -  FE0751
 FE0751  STATE/COUNTY-  TN/MADISON
 FE0751  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0751
 FE0751                         *CURRENT SURVEY CONTROL
 FE0751  ___________________________________________________________________
 FE0751* NAD 83(1986)-  35 33 49.     (N)    088 45 20.     (W)     SCALED    
 FE0751* NAVD 88     -       111.922  (meters)     367.20   (feet)  ADJUSTED  
 FE0751  ___________________________________________________________________
 FE0751  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0751  DYNAMIC HT  -         111.821 (meters)     366.87  (feet)  COMP
 FE0751  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FE0751
 FE0751  VERT ORDER  -  FIRST     CLASS II
 FE0751
 FE0751.The horizontal coordinates were scaled from a topographic map and have
 FE0751.an estimated accuracy of +/- 6 seconds.
 FE0751
 FE0751.The orthometric height was determined by differential leveling
 FE0751.and adjusted by the National Geodetic Survey in June 1991..
 FE0751
 FE0751.The geoid height was determined by GEOID03.
 FE0751
 FE0751.The dynamic height is computed by dividing the NAVD 88
 FE0751.geopotential number by the normal gravity value computed on the
 FE0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0751.degrees latitude (g = 980.6199 gals.).
 FE0751
 FE0751.The modeled gravity was interpolated from observed gravity values.
 FE0751
 FE0751;                    North         East    Units  Estimated Accuracy
 FE0751;SPC TN       -   140,020.      350,230.      MT  (+/- 180 meters Scaled)
 FE0751
 FE0751                          SUPERSEDED SURVEY CONTROL
 FE0751
 FE0751  NGVD 29 (??/??/??)  111.953  (m)          367.30   (f) ADJUSTED    1 2
 FE0751
 FE0751.Superseded values are not recommended for survey control.
 FE0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0751.See file dsdata.txt to determine how the superseded data were derived.
 FE0751
 FE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE409369(NAD 83)
 FE0751_MARKER: DD = SURVEY DISK
 FE0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0751_STAMPING: 55 23 17
 FE0751_MARK LOGO: TNDG  
 FE0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0751+STABILITY: SURFACE MOTION
 FE0751
 FE0751  HISTORY     - Date     Condition        Report By
 FE0751  HISTORY     - UNK      MONUMENTED       TNDG
 FE0751  HISTORY     - 1948     GOOD             CGS
 FE0751  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0751
 FE0751                          STATION DESCRIPTION
 FE0751
 FE0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0751'1.1 MI SE FROM PERRY.
 FE0751'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0751'FROM THE STATION AT PERRY, ABOUT 0.25 MILE SOUTHEAST OF MILE
 FE0751'POST 381, 125 YARDS SOUTHEAST OF A PRIVATE ROAD CROSSING, 17.5
 FE0751'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26.9 FEET NORTH OF A
 FE0751'TELEPHONE POLE, 29 FEET NORTHEAST OF THE R/W FENCE, 235 FEET WEST
 FE0751'AND ACROSS THE TRACK FROM THE NORTHWEST END OF THE SOUTHWEST
 FE0751'CONCRETE HEAD WALL OF A 14-INCH PIPE CULVERT UNDER ROAD
 FE0751'PARALLELING THE TRACK, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FE0751'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0751'POST PROJECTING 3 INCHES.
 FE0751
 FE0751                          STATION RECOVERY (2002)
 FE0751
 FE0751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0752 ***********************************************************************
 FE0752  DESIGNATION -  55 23 18
 FE0752  PID         -  FE0752
 FE0752  STATE/COUNTY-  TN/MADISON
 FE0752  USGS QUAD   -  BEECH BLUFF (1981)
 FE0752
 FE0752                         *CURRENT SURVEY CONTROL
 FE0752  ___________________________________________________________________
 FE0752* NAD 83(1986)-  35 33 39.     (N)    088 44 58.     (W)     SCALED    
 FE0752* NAVD 88     -       113.122  (meters)     371.13   (feet)  ADJUSTED  
 FE0752  ___________________________________________________________________
 FE0752  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0752  DYNAMIC HT  -         113.020 (meters)     370.80  (feet)  COMP
 FE0752  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FE0752
 FE0752  VERT ORDER  -  FIRST     CLASS II
 FE0752
 FE0752.The horizontal coordinates were scaled from a topographic map and have
 FE0752.an estimated accuracy of +/- 6 seconds.
 FE0752
 FE0752.The orthometric height was determined by differential leveling
 FE0752.and adjusted by the National Geodetic Survey in June 1991..
 FE0752
 FE0752.The geoid height was determined by GEOID03.
 FE0752
 FE0752.The dynamic height is computed by dividing the NAVD 88
 FE0752.geopotential number by the normal gravity value computed on the
 FE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0752.degrees latitude (g = 980.6199 gals.).
 FE0752
 FE0752.The modeled gravity was interpolated from observed gravity values.
 FE0752
 FE0752;                    North         East    Units  Estimated Accuracy
 FE0752;SPC TN       -   139,690.      350,780.      MT  (+/- 180 meters Scaled)
 FE0752
 FE0752                          SUPERSEDED SURVEY CONTROL
 FE0752
 FE0752  NGVD 29 (??/??/??)  113.152  (m)          371.23   (f) ADJUSTED    1 2
 FE0752
 FE0752.Superseded values are not recommended for survey control.
 FE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0752.See file dsdata.txt to determine how the superseded data were derived.
 FE0752
 FE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE414366(NAD 83)
 FE0752_MARKER: DD = SURVEY DISK
 FE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0752_STAMPING: 55 23 18
 FE0752_MARK LOGO: TNDG  
 FE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0752+STABILITY: SURFACE MOTION
 FE0752
 FE0752  HISTORY     - Date     Condition        Report By
 FE0752  HISTORY     - UNK      MONUMENTED       TNDG
 FE0752  HISTORY     - 1948     GOOD             CGS
 FE0752  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0752
 FE0752                          STATION DESCRIPTION
 FE0752
 FE0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0752'1.4 MI SE FROM PERRY.
 FE0752'ABOUT 1.45 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0752'RAILROAD FROM THE STATION AT PERRY, ABOUT 0.4 MILE NORTHWEST OF
 FE0752'MILE POST 380, ABOUT 0.15 MILE SOUTHEAST OF A SIGN STATION ONE
 FE0752'MILE, AT A DIRT ROAD CROSSING, 22 FEET NORTHEAST OF THE NORTHEAST
 FE0752'RAIL, 41 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD
 FE0752'PARALLELING THE TRACK, 14 FEET NORTHWEST OF A CROSSING WARNING
 FE0752'SIGN, 25 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 FE0752'AT THE NORTHEAST BOUNDARY OF AIRPORT AND NEAR THE NORTH CORNER OF
 FE0752'THE FIELD, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FE0752'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0752'3 INCHES.
 FE0752
 FE0752                          STATION RECOVERY (2002)
 FE0752
 FE0752'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0753 ***********************************************************************
 FE0753  DESIGNATION -  55 23 20
 FE0753  PID         -  FE0753
 FE0753  STATE/COUNTY-  TN/MADISON
 FE0753  USGS QUAD   -  BEECH BLUFF (1981)
 FE0753
 FE0753                         *CURRENT SURVEY CONTROL
 FE0753  ___________________________________________________________________
 FE0753* NAD 83(1986)-  35 33 14.     (N)    088 44 37.     (W)     SCALED    
 FE0753* NAVD 88     -       113.546  (meters)     372.53   (feet)  ADJUSTED  
 FE0753  ___________________________________________________________________
 FE0753  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0753  DYNAMIC HT  -         113.443 (meters)     372.19  (feet)  COMP
 FE0753  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE0753
 FE0753  VERT ORDER  -  FIRST     CLASS II
 FE0753
 FE0753.The horizontal coordinates were scaled from a topographic map and have
 FE0753.an estimated accuracy of +/- 6 seconds.
 FE0753
 FE0753.The orthometric height was determined by differential leveling
 FE0753.and adjusted by the National Geodetic Survey in June 1991..
 FE0753
 FE0753.The geoid height was determined by GEOID03.
 FE0753
 FE0753.The dynamic height is computed by dividing the NAVD 88
 FE0753.geopotential number by the normal gravity value computed on the
 FE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0753.degrees latitude (g = 980.6199 gals.).
 FE0753
 FE0753.The modeled gravity was interpolated from observed gravity values.
 FE0753
 FE0753;                    North         East    Units  Estimated Accuracy
 FE0753;SPC TN       -   138,910.      351,280.      MT  (+/- 180 meters Scaled)
 FE0753
 FE0753                          SUPERSEDED SURVEY CONTROL
 FE0753
 FE0753  NGVD 29 (??/??/??)  113.575  (m)          372.62   (f) ADJUSTED    1 2
 FE0753
 FE0753.Superseded values are not recommended for survey control.
 FE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0753.See file dsdata.txt to determine how the superseded data were derived.
 FE0753
 FE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE419358(NAD 83)
 FE0753_MARKER: DD = SURVEY DISK
 FE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0753_STAMPING: 55 23 20
 FE0753_MARK LOGO: TNDG  
 FE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0753+STABILITY: SURFACE MOTION
 FE0753
 FE0753  HISTORY     - Date     Condition        Report By
 FE0753  HISTORY     - UNK      MONUMENTED       TNDG
 FE0753  HISTORY     - 1948     GOOD             CGS
 FE0753  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0753
 FE0753                          STATION DESCRIPTION
 FE0753
 FE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0753'2 MI SE FROM PERRY.
 FE0753'ABOUT 2.0 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0753'FROM THE STATION AT PERRY, ABOUT 0.15 MILE SOUTHEAST OF MILE
 FE0753'POST 380, 15 FEET NORTHEAST OF THE NORTHEAST RAIL, 49 FEET
 FE0753'SOUTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 FE0753'143 FEET NORTH-NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 FE0753'56 FEET NORTHWEST OF A TELEPHONE POLE, AT THE NORTHWEST BOUNDARY
 FE0753'OF AN AIRPORT, NEAR THE EAST CORNER OF THE FIELD, 2.5 FEET
 FE0753'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 FE0753'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0753
 FE0753                          STATION RECOVERY (2002)
 FE0753
 FE0753'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0753'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0754 ***********************************************************************
 FE0754  DESIGNATION -  55 23 21
 FE0754  PID         -  FE0754
 FE0754  STATE/COUNTY-  TN/MADISON
 FE0754  USGS QUAD   -  BEECH BLUFF (1981)
 FE0754
 FE0754                         *CURRENT SURVEY CONTROL
 FE0754  ___________________________________________________________________
 FE0754* NAD 83(1986)-  35 33 00.     (N)    088 44 31.     (W)     SCALED    
 FE0754* NAVD 88     -       112.714  (meters)     369.80   (feet)  ADJUSTED  
 FE0754  ___________________________________________________________________
 FE0754  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0754  DYNAMIC HT  -         112.612 (meters)     369.46  (feet)  COMP
 FE0754  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 FE0754
 FE0754  VERT ORDER  -  FIRST     CLASS II
 FE0754
 FE0754.The horizontal coordinates were scaled from a topographic map and have
 FE0754.an estimated accuracy of +/- 6 seconds.
 FE0754
 FE0754.The orthometric height was determined by differential leveling
 FE0754.and adjusted by the National Geodetic Survey in June 1991..
 FE0754
 FE0754.The geoid height was determined by GEOID03.
 FE0754
 FE0754.The dynamic height is computed by dividing the NAVD 88
 FE0754.geopotential number by the normal gravity value computed on the
 FE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0754.degrees latitude (g = 980.6199 gals.).
 FE0754
 FE0754.The modeled gravity was interpolated from observed gravity values.
 FE0754
 FE0754;                    North         East    Units  Estimated Accuracy
 FE0754;SPC TN       -   138,470.      351,420.      MT  (+/- 180 meters Scaled)
 FE0754
 FE0754                          SUPERSEDED SURVEY CONTROL
 FE0754
 FE0754  NGVD 29 (??/??/??)  112.743  (m)          369.89   (f) ADJUSTED    1 2
 FE0754
 FE0754.Superseded values are not recommended for survey control.
 FE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0754.See file dsdata.txt to determine how the superseded data were derived.
 FE0754
 FE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE421354(NAD 83)
 FE0754_MARKER: DD = SURVEY DISK
 FE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0754_STAMPING: 55 23 21
 FE0754_MARK LOGO: TNDG  
 FE0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0754+STABILITY: SURFACE MOTION
 FE0754
 FE0754  HISTORY     - Date     Condition        Report By
 FE0754  HISTORY     - UNK      MONUMENTED       TNDG
 FE0754  HISTORY     - 1948     GOOD             CGS
 FE0754  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0754
 FE0754                          STATION DESCRIPTION
 FE0754
 FE0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0754'2.3 MI SE FROM PERRY.
 FE0754'ABOUT 2.3 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0754'FROM THE STATION AT PERRY, ABOUT 0.45 MILE SOUTHEAST OF MILE POST
 FE0754'380, 21.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET SOUTHWEST
 FE0754'OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 47 FEET
 FE0754'SOUTHEAST OF A TELEPHONE POLE, 164 FEET SOUTH-SOUTHWEST OF AND
 FE0754'ACROSS THE ROAD FROM THE SOUTH CORNER OF AN OLD FARM SHACK, 1.5
 FE0754'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 FE0754'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 FE0754
 FE0754                          STATION RECOVERY (2002)
 FE0754
 FE0754'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0755 ***********************************************************************
 FE0755  DESIGNATION -  55 23 24
 FE0755  PID         -  FE0755
 FE0755  STATE/COUNTY-  TN/MADISON
 FE0755  USGS QUAD   -  BEECH BLUFF (1981)
 FE0755
 FE0755                         *CURRENT SURVEY CONTROL
 FE0755  ___________________________________________________________________
 FE0755* NAD 83(1986)-  35 32 28.     (N)    088 44 37.     (W)     SCALED    
 FE0755* NAVD 88     -       112.930  (meters)     370.50   (feet)  ADJUSTED  
 FE0755  ___________________________________________________________________
 FE0755  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0755  DYNAMIC HT  -         112.828 (meters)     370.17  (feet)  COMP
 FE0755  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0755
 FE0755  VERT ORDER  -  FIRST     CLASS II
 FE0755
 FE0755.The horizontal coordinates were scaled from a topographic map and have
 FE0755.an estimated accuracy of +/- 6 seconds.
 FE0755
 FE0755.The orthometric height was determined by differential leveling
 FE0755.and adjusted by the National Geodetic Survey in June 1991..
 FE0755
 FE0755.The geoid height was determined by GEOID03.
 FE0755
 FE0755.The dynamic height is computed by dividing the NAVD 88
 FE0755.geopotential number by the normal gravity value computed on the
 FE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0755.degrees latitude (g = 980.6199 gals.).
 FE0755
 FE0755.The modeled gravity was interpolated from observed gravity values.
 FE0755
 FE0755;                    North         East    Units  Estimated Accuracy
 FE0755;SPC TN       -   137,490.      351,240.      MT  (+/- 180 meters Scaled)
 FE0755
 FE0755                          SUPERSEDED SURVEY CONTROL
 FE0755
 FE0755  NGVD 29 (??/??/??)  112.959  (m)          370.60   (f) ADJUSTED    1 2
 FE0755
 FE0755.Superseded values are not recommended for survey control.
 FE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0755.See file dsdata.txt to determine how the superseded data were derived.
 FE0755
 FE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE419344(NAD 83)
 FE0755_MARKER: DD = SURVEY DISK
 FE0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0755_STAMPING: 55 23 24
 FE0755_MARK LOGO: TNDG  
 FE0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0755+STABILITY: SURFACE MOTION
 FE0755
 FE0755  HISTORY     - Date     Condition        Report By
 FE0755  HISTORY     - UNK      MONUMENTED       TNDG
 FE0755  HISTORY     - 1948     GOOD             CGS
 FE0755  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0755
 FE0755                          STATION DESCRIPTION
 FE0755
 FE0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0755'4.2 MI N FROM PINSON.
 FE0755'ABOUT 4.15 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0755'FROM THE STATION AT PINSON, ABOUT 3.0 MILES SOUTHEAST OF THE
 FE0755'STATION AT PERRY, AT A PUBLIC ROAD CROSSING, 31 FEET EAST OF THE
 FE0755'EAST RAIL, 60 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 30
 FE0755'FEET WEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 FE0755'43 FEET NORTHEAST OF THE CROSSING SIGN, 40.8 FEET NORTH OF A
 FE0755'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3
 FE0755'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0755'PROJECTING 6 INCHES.
 FE0755
 FE0755                          STATION RECOVERY (2002)
 FE0755
 FE0755'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2320 ***********************************************************************
 FE2320  DESIGNATION -  55 44 45
 FE2320  PID         -  FE2320
 FE2320  STATE/COUNTY-  TN/MADISON
 FE2320  USGS QUAD   -  CLAYBROOK (1980)
 FE2320
 FE2320                         *CURRENT SURVEY CONTROL
 FE2320  ___________________________________________________________________
 FE2320* NAD 83(1995)-  35 43 51.69747(N)    088 43 08.29509(W)     ADJUSTED  
 FE2320* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 FE2320  ___________________________________________________________________
 FE2320  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2320  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2320
 FE2320  HORZ ORDER  -  SECOND
 FE2320
 FE2320.The horizontal coordinates were established by classical geodetic methods
 FE2320.and adjusted by the National Geodetic Survey in April 1999..
 FE2320
 FE2320.The orthometric height was scaled from a topographic map.
 FE2320
 FE2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2320
 FE2320.The geoid height was determined by GEOID03.
 FE2320
 FE2320;                    North         East     Units Scale Factor Converg.
 FE2320;SPC TN       -   158,489.208   354,061.732   MT  0.99995001   -1 35 30.5
 FE2320;SPC TN       -   519,976.68  1,161,617.53   sFT  0.99995001   -1 35 30.5
 FE2320;UTM  16      - 3,955,478.183   344,541.384   MT  0.99989781   -1 00 14.6
 FE2320
 FE2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2320!SPC TN       -   0.99997854  x   0.99995001  =   0.99992855
 FE2320!UTM  16      -   0.99997854  x   0.99989781  =   0.99987635
 FE2320
 FE2320                          SUPERSEDED SURVEY CONTROL
 FE2320
 FE2320  NAD 83(1995)-  35 43 51.70166(N)    088 43 08.30038(W) AD(       ) 2
 FE2320  NAD 83(1986)-  35 43 51.70888(N)    088 43 08.29585(W) AD(       ) 2
 FE2320  NAD 27      -  35 43 51.46680(N)    088 43 08.09430(W) AD(       ) 2
 FE2320
 FE2320.Superseded values are not recommended for survey control.
 FE2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2320.See file dsdata.txt to determine how the superseded data were derived.
 FE2320
 FE2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4454155478(NAD 83)
 FE2320_MARKER: DD = SURVEY DISK
 FE2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2320_STAMPING: 55-44/45
 FE2320_MARK LOGO: TNDG  
 FE2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2320+STABILITY: SURFACE MOTION
 FE2320
 FE2320  HISTORY     - Date     Condition        Report By
 FE2320  HISTORY     - 1958     MONUMENTED       TNDG
 FE2320
 FE2320                          STATION DESCRIPTION
 FE2320
 FE2320'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958 (GWM)
 FE2320'THE STATION IS ABOUT 9 MILES NORTHEAST OF JACKSON AND 5 MILES
 FE2320'SOUTHEAST OF MEDINA ON THE PROPERTY OF MR. FELIX EXUM.  THE MARK
 FE2320'IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED 55-44/45
 FE2320'SET IN THE TOP OF A 4X4 INCH CONCRETE POST SET FLUSH WITH THE
 FE2320'GROUND. IT IS 3 FEET EAST OF A WIRE FENCE, 23 FEET EAST OF THE
 FE2320'CENTERLINE OF A GRAVELED ROAD, 19 FEET SOUTH OF A FENCE CORNER,
 FE2320'AND 30 FEET NORTH OF A WEST GATEPOST.
 FE2320'
 FE2320'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2320'SQUARE IN JACKSON, GO EAST N U.S. HIGHWAY 70, U.S.  HIGHWAY 45,
 FE2320'AND STATE HIGHWAY 20 FOR 0.3 MILE TO THEIR JUNCTION. GO NORTH AND
 FE2320'EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 20 FOR 5.7 MILES
 FE2320'TO THEIR JUNCTION. CONTINUE STRAIGHT AHEAD (NORTHEAST) ON U.S.
 FE2320'HIGHWAY 70 FOR 4.2 MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT
 FE2320'AND GO WEST ON ASHPORT ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 FE2320'
 FE2320'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ASHPORT TO
 FE2320'55-44/45 (TENNESSEE DIV. OF GEOLOGY) STATION. THE DISTANCE IS
 FE2320'30.7340 METERS, 100.833 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0745 ***********************************************************************
 FE0745  DESIGNATION -  55 51 16
 FE0745  PID         -  FE0745
 FE0745  STATE/COUNTY-  TN/MADISON
 FE0745  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0745
 FE0745                         *CURRENT SURVEY CONTROL
 FE0745  ___________________________________________________________________
 FE0745* NAD 83(1986)-  35 36 12.     (N)    088 48 14.     (W)     SCALED    
 FE0745* NAVD 88     -       114.483  (meters)     375.60   (feet)  ADJUSTED  
 FE0745  ___________________________________________________________________
 FE0745  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0745  DYNAMIC HT  -         114.381 (meters)     375.26  (feet)  COMP
 FE0745  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FE0745
 FE0745  VERT ORDER  -  FIRST     CLASS II
 FE0745
 FE0745.The horizontal coordinates were scaled from a topographic map and have
 FE0745.an estimated accuracy of +/- 6 seconds.
 FE0745
 FE0745.The orthometric height was determined by differential leveling
 FE0745.and adjusted by the National Geodetic Survey in June 1991..
 FE0745
 FE0745.The geoid height was determined by GEOID03.
 FE0745
 FE0745.The dynamic height is computed by dividing the NAVD 88
 FE0745.geopotential number by the normal gravity value computed on the
 FE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0745.degrees latitude (g = 980.6199 gals.).
 FE0745
 FE0745.The modeled gravity was interpolated from observed gravity values.
 FE0745
 FE0745;                    North         East    Units  Estimated Accuracy
 FE0745;SPC TN       -   144,540.      345,980.      MT  (+/- 180 meters Scaled)
 FE0745
 FE0745                          SUPERSEDED SURVEY CONTROL
 FE0745
 FE0745  NGVD 29 (??/??/??)  114.518  (m)          375.71   (f) ADJUSTED    1 2
 FE0745
 FE0745.Superseded values are not recommended for survey control.
 FE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0745.See file dsdata.txt to determine how the superseded data were derived.
 FE0745
 FE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE366414(NAD 83)
 FE0745_MARKER: DD = SURVEY DISK
 FE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0745_STAMPING: 55 51 16
 FE0745_MARK LOGO: TNDG  
 FE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0745+STABILITY: SURFACE MOTION
 FE0745
 FE0745  HISTORY     - Date     Condition        Report By
 FE0745  HISTORY     - UNK      MONUMENTED       TNDG
 FE0745  HISTORY     - 1948     GOOD             CGS
 FE0745  HISTORY     - 1985     MARK NOT FOUND   NGS
 FE0745
 FE0745                          STATION DESCRIPTION
 FE0745
 FE0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0745'1.4 MI SE FROM JACKSON.
 FE0745'ABOUT 1.4 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0745'FROM THE UNION STATION AT JACKSON, ABOUT 0.3 MILE SOUTHEAST OF
 FE0745'MILE POST 385, AT THE NORTHWEST END OF THE ISELIN RAILROAD YARDS,
 FE0745'AT A GRAVEL STREET CROSSING, 73 FEET SOUTHWEST OF THE SOUTHWEST
 FE0745'RAIL OF THE TRACK, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE0745'GRAVEL ROAD, 22.5 FEET NORTHEAST OF A POWER POLE, 16 FEET
 FE0745'EAST-NORTHEAST OF A TALL POWER TRANSMISSION POLE, 14.5 FEET
 FE0745'NORTH-NORTHEAST OF A TALL POWER TRANSMISSION POLE, 1 FOOT
 FE0745'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE TRACK
 FE0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0745
 FE0745                          STATION RECOVERY (1985)
 FE0745
 FE0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2292 ***********************************************************************
 FE2292  DESIGNATION -  55 52 12
 FE2292  PID         -  FE2292
 FE2292  STATE/COUNTY-  TN/MADISON
 FE2292  USGS QUAD   -  TEAGUE (1981)
 FE2292
 FE2292                         *CURRENT SURVEY CONTROL
 FE2292  ___________________________________________________________________
 FE2292* NAD 83(1995)-  35 26 38.70692(N)    088 59 13.74628(W)     ADJUSTED  
 FE2292* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2292  ___________________________________________________________________
 FE2292  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2292  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2292
 FE2292  HORZ ORDER  -  SECOND
 FE2292
 FE2292.The horizontal coordinates were established by classical geodetic methods
 FE2292.and adjusted by the National Geodetic Survey in April 1999..
 FE2292
 FE2292.The orthometric height was scaled from a topographic map.
 FE2292
 FE2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2292
 FE2292.The geoid height was determined by GEOID03.
 FE2292
 FE2292;                    North         East     Units Scale Factor Converg.
 FE2292;SPC TN       -   127,375.917   328,839.707   MT  0.99997142   -1 44 55.7
 FE2292;SPC TN       -   417,899.15  1,078,868.27   sFT  0.99997142   -1 44 55.7
 FE2292;UTM  16      - 3,924,106.395   319,642.300   MT  1.00000088   -1 09 09.6
 FE2292
 FE2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2292!SPC TN       -   0.99997882  x   0.99997142  =   0.99995024
 FE2292!UTM  16      -   0.99997882  x   1.00000088  =   0.99997970
 FE2292
 FE2292                          SUPERSEDED SURVEY CONTROL
 FE2292
 FE2292  NAD 83(1995)-  35 26 38.71273(N)    088 59 13.75004(W) AD(       ) 2
 FE2292  NAD 83(1986)-  35 26 38.71867(N)    088 59 13.74703(W) AD(       ) 2
 FE2292  NAD 27      -  35 26 38.43750(N)    088 59 13.52210(W) AD(       ) 2
 FE2292
 FE2292.Superseded values are not recommended for survey control.
 FE2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2292.See file dsdata.txt to determine how the superseded data were derived.
 FE2292
 FE2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1964224106(NAD 83)
 FE2292_MARKER: DD = SURVEY DISK
 FE2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2292_STAMPING: WPA 55 52 12
 FE2292_MARK LOGO: TNDG  
 FE2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2292+STABILITY: SURFACE MOTION
 FE2292
 FE2292  HISTORY     - Date     Condition        Report By
 FE2292  HISTORY     - 1958     MONUMENTED       TNDG
 FE2292
 FE2292                          STATION DESCRIPTION
 FE2292
 FE2292'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958
 FE2292'TO REACH THE STATION FROM THE CEMETERY AT THE SOUTH EDGE OF
 FE2292'UPTONVILLE, GO SOUTH ON HAILEY ROAD FOR 0.25 MILE TO THE END OF
 FE2292'BLACKTOP. CONTINUE SOUTH ON GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 FE2292'TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 0.3 MILE TO A DRIVEWAY ON
 FE2292'THE RIGHT AND THE STATION AS DESCRIBED.
 FE2292'
 FE2292'55-52-12 (TNDG) IS A STANDARD TENN. DIV. OF GEO. DISK SET IN THE TOP
 FE2292'OF A 6X6 INCH CONCRETE POST WHICH
 FE2292'PROJECTS 7 INCHES AND WAS USED AS A REFERENCE MARK FOR STATION UPTON.
 FE2292'FOR IT IS 71 FEET
 FE2292'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 55 FEET NORTH OF THE
 FE2292'CENTERLINE OF THE DRIVEWAY, 27 FEET WEST OF A 30 INCH ELM TREE AND 1
 FE2292'FOOT SOUTH OF A FENCE. THE DISK IS STAMPED WPA 55 52 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0531 ***********************************************************************
 GC0531  DESIGNATION -  55 EOM
 GC0531  PID         -  GC0531
 GC0531  STATE/COUNTY-  TN/ROBERTSON
 GC0531  USGS QUAD   -  WHITE HOUSE (1981)
 GC0531
 GC0531                         *CURRENT SURVEY CONTROL
 GC0531  ___________________________________________________________________
 GC0531* NAD 83(1986)-  36 24 33.     (N)    086 41 26.     (W)     SCALED    
 GC0531* NAVD 88     -       265.951  (meters)     872.54   (feet)  ADJUSTED  
 GC0531  ___________________________________________________________________
 GC0531  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC0531  DYNAMIC HT  -         265.726 (meters)     871.80  (feet)  COMP
 GC0531  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0531
 GC0531  VERT ORDER  -  SECOND    CLASS 0
 GC0531
 GC0531.The horizontal coordinates were scaled from a topographic map and have
 GC0531.an estimated accuracy of +/- 6 seconds.
 GC0531
 GC0531.The orthometric height was determined by differential leveling
 GC0531.and adjusted by the National Geodetic Survey in June 1991..
 GC0531
 GC0531.The geoid height was determined by GEOID03.
 GC0531
 GC0531.The dynamic height is computed by dividing the NAVD 88
 GC0531.geopotential number by the normal gravity value computed on the
 GC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0531.degrees latitude (g = 980.6199 gals.).
 GC0531
 GC0531.The modeled gravity was interpolated from observed gravity values.
 GC0531
 GC0531;                    North         East    Units  Estimated Accuracy
 GC0531;SPC TN       -   230,540.      538,060.      MT  (+/- 180 meters Scaled)
 GC0531
 GC0531                          SUPERSEDED SURVEY CONTROL
 GC0531
 GC0531  NGVD 29 (??/??/92)  266.008  (m)          872.73   (f) ADJ UNCH    2 0
 GC0531
 GC0531.Superseded values are not recommended for survey control.
 GC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0531.See file dsdata.txt to determine how the superseded data were derived.
 GC0531
 GC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF277293(NAD 83)
 GC0531_MARKER: DD = SURVEY DISK
 GC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0531_SP_SET: SQUARE CONCRETE MONUMENT
 GC0531_STAMPING: 873 55EOM 1950
 GC0531_MARK LOGO: USGS  
 GC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0531+STABILITY: SURFACE MOTION
 GC0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0531+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1987
 GC0531
 GC0531  HISTORY     - Date     Condition        Report By
 GC0531  HISTORY     - 1950     MONUMENTED       USGS
 GC0531  HISTORY     - 1960     GOOD             NGS
 GC0531  HISTORY     - 19870612 GOOD             LOCENG
 GC0531
 GC0531                          STATION DESCRIPTION
 GC0531
 GC0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0531'6.6 MI SW FROM WHITE HOUSE.
 GC0531'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31
 GC0531'W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76, THENCE
 GC0531'2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 1.85 MILES SOUTH ON
 GC0531'U.S. HIGHWAY 31 W TO TERRYS TRUCK STOP, 22 FT. NORTH OF THE
 GC0531'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING (TERRYS TRUCK
 GC0531'STOP), 21 FT. EAST OF THE CENTER OF A BLACK TOP ROAD, 2 FT.
 GC0531'NORTHEAST OF A POWER LINE POLE, AND 1 FT. SOUTH OF A WITNESS
 GC0531'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GC0531
 GC0531                          STATION RECOVERY (1987)
 GC0531
 GC0531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1755 ***********************************************************************
 GB1755  DESIGNATION -  550.6
 GB1755  PID         -  GB1755
 GB1755  STATE/COUNTY-  TN/SMITH
 GB1755  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1755
 GB1755                         *CURRENT SURVEY CONTROL
 GB1755  ___________________________________________________________________
 GB1755* NAD 83(1986)-  36 07 42.     (N)    085 49 08.     (W)     SCALED    
 GB1755* NAVD 88     -       167.114  (meters)     548.27   (feet)  ADJUSTED  
 GB1755  ___________________________________________________________________
 GB1755  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1755  DYNAMIC HT  -         166.968 (meters)     547.79  (feet)  COMP
 GB1755  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 GB1755
 GB1755  VERT ORDER  -  SECOND    CLASS 0
 GB1755
 GB1755.The horizontal coordinates were scaled from a topographic map and have
 GB1755.an estimated accuracy of +/- 6 seconds.
 GB1755
 GB1755.The orthometric height was determined by differential leveling
 GB1755.and adjusted by the National Geodetic Survey in June 1991..
 GB1755
 GB1755.The geoid height was determined by GEOID03.
 GB1755
 GB1755.The dynamic height is computed by dividing the NAVD 88
 GB1755.geopotential number by the normal gravity value computed on the
 GB1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1755.degrees latitude (g = 980.6199 gals.).
 GB1755
 GB1755.The modeled gravity was interpolated from observed gravity values.
 GB1755
 GB1755;                    North         East    Units  Estimated Accuracy
 GB1755;SPC TN       -   199,170.      616,300.      MT  (+/- 180 meters Scaled)
 GB1755
 GB1755                          SUPERSEDED SURVEY CONTROL
 GB1755
 GB1755  NGVD 29 (??/??/92)  167.181  (m)          548.49   (f) ADJ UNCH    2 0
 GB1755
 GB1755.Superseded values are not recommended for survey control.
 GB1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1755.See file dsdata.txt to determine how the superseded data were derived.
 GB1755
 GB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE062988(NAD 83)
 GB1755_MARKER: Q = CHISELED SQUARE
 GB1755_SETTING: 0 = UNSPECIFIED SETTING
 GB1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1755
 GB1755  HISTORY     - Date     Condition        Report By
 GB1755  HISTORY     - UNK      MONUMENTED       USGS
 GB1755  HISTORY     - 1935     GOOD             NGS
 GB1755  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1755
 GB1755                          STATION DESCRIPTION
 GB1755
 GB1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1755'1.9 MI W FROM BUFFALO VALLEY.
 GB1755'IN SMITH COUNTY, 1.9 MILES WEST ALONG THE TENNESSEE CENTRAL
 GB1755'RAILWAY FROM THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, 15
 GB1755'YARDS NORTHWEST OF MILEPOST 68, 21 YARDS EAST OF A GRADE CROSSING,
 GB1755'9 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE
 GB1755'RAIL.  A CHISELED SQUARE.
 GB1755
 GB1755                          STATION RECOVERY (1960)
 GB1755
 GB1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0630 ***********************************************************************
 GB0630  DESIGNATION -  551
 GB0630  PID         -  GB0630
 GB0630  STATE/COUNTY-  TN/ANDERSON
 GB0630  USGS QUAD   -  NORRIS (1990)
 GB0630
 GB0630                         *CURRENT SURVEY CONTROL
 GB0630  ___________________________________________________________________
 GB0630* NAD 83(1986)-  36 12 37.     (N)    084 01 06.     (W)     SCALED    
 GB0630* NAVD 88     -       312.325  (meters)    1024.69   (feet)  ADJUSTED  
 GB0630  ___________________________________________________________________
 GB0630  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0630  DYNAMIC HT  -         312.042 (meters)    1023.76  (feet)  COMP
 GB0630  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GB0630
 GB0630  VERT ORDER  -  SECOND    CLASS 0
 GB0630
 GB0630.The horizontal coordinates were scaled from a topographic map and have
 GB0630.an estimated accuracy of +/- 6 seconds.
 GB0630
 GB0630.The orthometric height was determined by differential leveling
 GB0630.and adjusted by the National Geodetic Survey in June 1991..
 GB0630
 GB0630.The geoid height was determined by GEOID03.
 GB0630
 GB0630.The dynamic height is computed by dividing the NAVD 88
 GB0630.geopotential number by the normal gravity value computed on the
 GB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0630.degrees latitude (g = 980.6199 gals.).
 GB0630
 GB0630.The modeled gravity was interpolated from observed gravity values.
 GB0630
 GB0630;                    North         East    Units  Estimated Accuracy
 GB0630;SPC TN       -   210,050.      778,180.      MT  (+/- 180 meters Scaled)
 GB0630
 GB0630                          SUPERSEDED SURVEY CONTROL
 GB0630
 GB0630  NGVD 29 (??/??/92)  312.451  (m)         1025.10   (f) ADJ UNCH    2 0
 GB0630
 GB0630.Superseded values are not recommended for survey control.
 GB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0630.See file dsdata.txt to determine how the superseded data were derived.
 GB0630
 GB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF680113(NAD 83)
 GB0630_MARKER: DD = SURVEY DISK
 GB0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0630_STAMPING: 551
 GB0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0630+STABILITY: SURFACE MOTION
 GB0630
 GB0630  HISTORY     - Date     Condition        Report By
 GB0630  HISTORY     - UNK      MONUMENTED       TNGS
 GB0630  HISTORY     - 1949     GOOD             NGS
 GB0630  HISTORY     - 1972     GOOD             TVA
 GB0630
 GB0630                          STATION DESCRIPTION
 GB0630
 GB0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0630'1.1 MI NE FROM ANDERSONVILLE.
 GB0630'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0630'AT ANDERSONVILLE, ANDERSON COUNTY, 335 FEET WEST ALONG A LANE
 GB0630'BETWEEN THE W.H. CRAIG AND THE CHARLIE LONGMIRE PROPERTIES,
 GB0630'OPPOSITE A WHITE FRAMEHOUSE, 100 FEET EAST OF A SMALL BARN, 25
 GB0630'FEET NORTHEAST ACROSS THE LANE FROM A LOT GATE, 25 FEET NORTHWEST
 GB0630'OF A 10-INCH CEDAR TREE, 10 FEET NORTH OF THE CENTERLINE OF THE
 GB0630'LANE, 2 FEET EAST OF THE FENCE, AND NEAR A STEEL POST WITH A
 GB0630'CONTROL MARKER SIGN.  A STATE SURVEY STANDARD DISK, STAMPED
 GB0630'551 AND SET IN THE TOP OF A CONCRETE POST.
 GB0630
 GB0630                          STATION RECOVERY (1972)
 GB0630
 GB0630'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0636 ***********************************************************************
 GB0636  DESIGNATION -  554
 GB0636  PID         -  GB0636
 GB0636  STATE/COUNTY-  TN/ANDERSON
 GB0636  USGS QUAD   -  NORRIS (1990)
 GB0636
 GB0636                         *CURRENT SURVEY CONTROL
 GB0636  ___________________________________________________________________
 GB0636* NAD 83(1986)-  36 11 37.     (N)    084 04 34.     (W)     SCALED    
 GB0636* NAVD 88     -       348.584  (meters)    1143.65   (feet)  ADJUSTED  
 GB0636  ___________________________________________________________________
 GB0636  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB0636  DYNAMIC HT  -         348.270 (meters)    1142.62  (feet)  COMP
 GB0636  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GB0636
 GB0636  VERT ORDER  -  SECOND    CLASS 0
 GB0636
 GB0636.The horizontal coordinates were scaled from a topographic map and have
 GB0636.an estimated accuracy of +/- 6 seconds.
 GB0636
 GB0636.The orthometric height was determined by differential leveling
 GB0636.and adjusted by the National Geodetic Survey in June 1991..
 GB0636
 GB0636.The geoid height was determined by GEOID03.
 GB0636
 GB0636.The dynamic height is computed by dividing the NAVD 88
 GB0636.geopotential number by the normal gravity value computed on the
 GB0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0636.degrees latitude (g = 980.6199 gals.).
 GB0636
 GB0636.The modeled gravity was interpolated from observed gravity values.
 GB0636
 GB0636;                    North         East    Units  Estimated Accuracy
 GB0636;SPC TN       -   208,100.      773,020.      MT  (+/- 180 meters Scaled)
 GB0636
 GB0636                          SUPERSEDED SURVEY CONTROL
 GB0636
 GB0636  NGVD 29 (??/??/92)  348.722  (m)         1144.10   (f) ADJ UNCH    2 0
 GB0636
 GB0636.Superseded values are not recommended for survey control.
 GB0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0636.See file dsdata.txt to determine how the superseded data were derived.
 GB0636
 GB0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF629093(NAD 83)
 GB0636_MARKER: DD = SURVEY DISK
 GB0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0636_STAMPING: 554
 GB0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0636+STABILITY: SURFACE MOTION
 GB0636
 GB0636  HISTORY     - Date     Condition        Report By
 GB0636  HISTORY     - UNK      MONUMENTED       TNGS
 GB0636  HISTORY     - 1936     GOOD             NGS
 GB0636
 GB0636                          STATION DESCRIPTION
 GB0636
 GB0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0636'AT NORRIS.
 GB0636'AT NORRIS, ANDERSON COUNTY, ON WEST NORRIS ROAD, 0.7 MILE NORTH
 GB0636'OF THE HIGH SCHOOL, NEAR THE END OF HILLTOP LANE, AT THE REAR OF
 GB0636'APARTMENT BUILDING 234, 63 FEET SOUTH OF THE CENTERLINE OF THE
 GB0636'LANE, AND 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB0636'BUILDING.  A STATE SURVEY STANDARD DISK, STAMPED 554 AND SET IN
 GB0636'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0422 ***********************************************************************
 GC0422  DESIGNATION -  554=1 WA
 GC0422  PID         -  GC0422
 GC0422  STATE/COUNTY-  TN/RUTHERFORD
 GC0422  USGS QUAD   -  LA VERGNE (1983)
 GC0422
 GC0422                         *CURRENT SURVEY CONTROL
 GC0422  ___________________________________________________________________
 GC0422* NAD 83(1986)-  36 01 06.     (N)    086 34 42.     (W)     SCALED    
 GC0422* NAVD 88     -       169.414  (meters)     555.82   (feet)  ADJUSTED  
 GC0422  ___________________________________________________________________
 GC0422  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0422  DYNAMIC HT  -         169.268 (meters)     555.34  (feet)  COMP
 GC0422  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC0422
 GC0422  VERT ORDER  -  FIRST     CLASS II
 GC0422
 GC0422.The horizontal coordinates were scaled from a topographic map and have
 GC0422.an estimated accuracy of +/- 6 seconds.
 GC0422
 GC0422.The orthometric height was determined by differential leveling
 GC0422.and adjusted by the National Geodetic Survey in June 1991..
 GC0422
 GC0422.The geoid height was determined by GEOID03.
 GC0422
 GC0422.The dynamic height is computed by dividing the NAVD 88
 GC0422.geopotential number by the normal gravity value computed on the
 GC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0422.degrees latitude (g = 980.6199 gals.).
 GC0422
 GC0422.The modeled gravity was interpolated from observed gravity values.
 GC0422
 GC0422;                    North         East    Units  Estimated Accuracy
 GC0422;SPC TN       -   187,100.      547,870.      MT  (+/- 180 meters Scaled)
 GC0422
 GC0422                          SUPERSEDED SURVEY CONTROL
 GC0422
 GC0422  NGVD 29 (??/??/92)  169.435  (m)          555.89   (f) ADJ UNCH    1 2
 GC0422
 GC0422.Superseded values are not recommended for survey control.
 GC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0422.See file dsdata.txt to determine how the superseded data were derived.
 GC0422
 GC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE379860(NAD 83)
 GC0422_MARKER: DD = SURVEY DISK
 GC0422_SETTING: 66 = SET IN ROCK OUTCROP
 GC0422_SP_SET: ROCK OUTCROP
 GC0422_STAMPING: 1 WA 1929
 GC0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0422+STABILITY: POSITION/ELEVATION WELL
 GC0422
 GC0422  HISTORY     - Date     Condition        Report By
 GC0422  HISTORY     - 1929     MONUMENTED       USGS
 GC0422  HISTORY     - 1949     GOOD             NGS
 GC0422
 GC0422                          STATION DESCRIPTION
 GC0422
 GC0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0422'AT LA VERGNE.
 GC0422'AT LA VERGNE, ABOUT 0.1 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA
 GC0422'AND ST. LOUIS RAILWAY FROM THE STATION, 98 FEET EAST OF THE
 GC0422'NORTHEAST CORNER OF THE RAILWAY OVERPASS OVER U.S. HIGHWAY 70S,
 GC0422'29 FEET EAST-SOUTHEAST OF POLE NO. 15/29, 26 FEET NORTH OF THE
 GC0422'NORTH RAIL OF THE MAIN TRACK, 3 1/2 FEET SOUTH OF THE R/W FENCE
 GC0422'LINE, ABOUT 6 FEET BELOW THE TRACK AND SET IN THE TOP OF AN
 GC0422'OVAL SHAPED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0419 ***********************************************************************
 GC0419  DESIGNATION -  554.61
 GC0419  PID         -  GC0419
 GC0419  STATE/COUNTY-  TN/RUTHERFORD
 GC0419  USGS QUAD   -  LA VERGNE (1983)
 GC0419
 GC0419                         *CURRENT SURVEY CONTROL
 GC0419  ___________________________________________________________________
 GC0419* NAD 83(1986)-  36 01 19.     (N)    086 35 32.     (W)     SCALED    
 GC0419* NAVD 88     -       169.584  (meters)     556.38   (feet)  ADJUSTED  
 GC0419  ___________________________________________________________________
 GC0419  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0419  DYNAMIC HT  -         169.438 (meters)     555.90  (feet)  COMP
 GC0419  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GC0419
 GC0419  VERT ORDER  -  FIRST     CLASS II
 GC0419
 GC0419.The horizontal coordinates were scaled from a topographic map and have
 GC0419.an estimated accuracy of +/- 6 seconds.
 GC0419
 GC0419.The orthometric height was determined by differential leveling
 GC0419.and adjusted by the National Geodetic Survey in June 1991..
 GC0419
 GC0419.The geoid height was determined by GEOID03.
 GC0419
 GC0419.The dynamic height is computed by dividing the NAVD 88
 GC0419.geopotential number by the normal gravity value computed on the
 GC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0419.degrees latitude (g = 980.6199 gals.).
 GC0419
 GC0419.The modeled gravity was interpolated from observed gravity values.
 GC0419
 GC0419;                    North         East    Units  Estimated Accuracy
 GC0419;SPC TN       -   187,510.      546,620.      MT  (+/- 180 meters Scaled)
 GC0419
 GC0419                          SUPERSEDED SURVEY CONTROL
 GC0419
 GC0419  NGVD 29 (??/??/92)  169.605  (m)          556.45   (f) ADJ UNCH    1 2
 GC0419
 GC0419.Superseded values are not recommended for survey control.
 GC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0419.See file dsdata.txt to determine how the superseded data were derived.
 GC0419
 GC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE367864(NAD 83)
 GC0419_MARKER: Q = CHISELED SQUARE
 GC0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0419_SP_SET: BRIDGE
 GC0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0419
 GC0419  HISTORY     - Date     Condition        Report By
 GC0419  HISTORY     - UNK      MONUMENTED       DOD
 GC0419  HISTORY     - 1949     GOOD             NGS
 GC0419
 GC0419                          STATION DESCRIPTION
 GC0419
 GC0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0419'0.8 MI W FROM LA VERGNE.
 GC0419'0.75 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0419'RAILWAY FROM THE STATION AT LA VERGNE, A CHISELED SQUARE ON THE
 GC0419'TOP OF THE NORTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE
 GC0419'NO. 15.0 OVER HURRICANE CREEK, 6 FEET NORTH OF THE NORTH RAIL,
 GC0419'54 FEET SOUTHEAST OF THE RUTHERFORD-DAVIDSON COUNTY LINE POST
 GC0419'AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1352 ***********************************************************************
 FD1352  DESIGNATION -  558 RESET
 FD1352  PID         -  FD1352
 FD1352  STATE/COUNTY-  TN/LAWRENCE
 FD1352  USGS QUAD   -  ST JOSEPH (1976)
 FD1352
 FD1352                         *CURRENT SURVEY CONTROL
 FD1352  ___________________________________________________________________
 FD1352* NAD 83(1986)-  35 01 22.     (N)    087 34 46.     (W)     SCALED    
 FD1352* NAVD 88     -       172.521  (meters)     566.01   (feet)  ADJUSTED  
 FD1352  ___________________________________________________________________
 FD1352  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FD1352  DYNAMIC HT  -         172.359 (meters)     565.48  (feet)  COMP
 FD1352  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FD1352
 FD1352  VERT ORDER  -  FIRST     CLASS II
 FD1352
 FD1352.The horizontal coordinates were scaled from a topographic map and have
 FD1352.an estimated accuracy of +/- 6 seconds.
 FD1352
 FD1352.The orthometric height was determined by differential leveling
 FD1352.and adjusted by the National Geodetic Survey in June 1991..
 FD1352
 FD1352.The geoid height was determined by GEOID03.
 FD1352
 FD1352.The dynamic height is computed by dividing the NAVD 88
 FD1352.geopotential number by the normal gravity value computed on the
 FD1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1352.degrees latitude (g = 980.6199 gals.).
 FD1352
 FD1352.The modeled gravity was interpolated from observed gravity values.
 FD1352
 FD1352;                    North         East    Units  Estimated Accuracy
 FD1352;SPC TN       -    77,660.      455,860.      MT  (+/- 180 meters Scaled)
 FD1352
 FD1352                          SUPERSEDED SURVEY CONTROL
 FD1352
 FD1352.No superseded survey control is available for this station.
 FD1352
 FD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD471757(NAD 83)
 FD1352_MARKER: DD = SURVEY DISK
 FD1352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1352_SP_SET: ABUTMENT
 FD1352_STAMPING: 558 NASHVILLE 1903 RESET 1955
 FD1352_MARK LOGO: TVA   
 FD1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1352+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1352
 FD1352  HISTORY     - Date     Condition        Report By
 FD1352  HISTORY     - 1955     MONUMENTED       TVA
 FD1352  HISTORY     - 1983     GOOD             NGS
 FD1352  HISTORY     - 20020520 GOOD             TNDT
 FD1352
 FD1352                          STATION DESCRIPTION
 FD1352
 FD1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1352'IN IRON CITY.
 FD1352'IN IRON CITY, AT THE ASPHALT HIGHWAY BRIDGE OVER SHOALS CREEK, A TVA
 FD1352'DISK SET IN TOP OF THE SOUTH END OF THE WEST BRIDGE ABUTMENT,
 FD1352'5.2 METERS (17.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE ASPHALT
 FD1352'ROAD, 4.9 METERS (16.0 FT) EAST OF THE APPROXIMATE CENTER OF A GRAVEL
 FD1352'ROAD LEADING SOUTH, AND 0.31 METERS (1.0 FT) SOUTH OF A CONCRETE
 FD1352'BRIDGE BANISTER.
 FD1352'THE MARK IS 0.31 M ABOVE ROAD.
 FD1352
 FD1352                          STATION RECOVERY (2002)
 FD1352
 FD1352'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1352'MARK IS ON EDGE OF BRIDGE RAIL. SET-UP FOR GPS WOULD BE EXTREMELY
 FD1352'DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2591 ***********************************************************************
 AJ2591  DESIGNATION -  56
 AJ2591  PID         -  AJ2591
 AJ2591  STATE/COUNTY-  TN/SHELBY
 AJ2591  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2591
 AJ2591                         *CURRENT SURVEY CONTROL
 AJ2591  ___________________________________________________________________
 AJ2591* NAD 83(1995)-  35 14 02.88363(N)    090 01 19.50725(W)     ADJUSTED  
 AJ2591* NAVD 88     -        72.41   (meters)     237.6    (feet)  LEVELING  
 AJ2591  ___________________________________________________________________
 AJ2591  X           -      -2,010.385 (meters)                     COMP
 AJ2591  Y           -  -5,215,520.954 (meters)                     COMP
 AJ2591  Z           -   3,659,140.335 (meters)                     COMP
 AJ2591  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ2591  ELLIP HEIGHT-          45.14  (meters)          (04/26/01) GPS OBS
 AJ2591  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2591
 AJ2591  HORZ ORDER  -  FIRST
 AJ2591  VERT ORDER  -  THIRD ?
 AJ2591  ELLP ORDER  -  FOURTH    CLASS I
 AJ2591
 AJ2591.The horizontal coordinates were established by GPS observations
 AJ2591.and adjusted by the National Geodetic Survey in April 2001..
 AJ2591
 AJ2591.The orthometric height was determined by differential leveling.
 AJ2591.The vertical network tie was performed by a horz. field party for horz.
 AJ2591.obs reductions. Reset procedures were used to establish the elevation.
 AJ2591
 AJ2591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2591
 AJ2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2591
 AJ2591.The ellipsoidal height was determined by GPS observations
 AJ2591.and is referenced to NAD 83.
 AJ2591
 AJ2591.The geoid height was determined by GEOID03.
 AJ2591
 AJ2591;                    North         East     Units Scale Factor Converg.
 AJ2591;SPC TN       -   107,466.515   233,982.138   MT  1.00000284   -2 21 16.9
 AJ2591;SPC TN       -   352,579.72    767,656.40   sFT  1.00000284   -2 21 16.9
 AJ2591;UTM  15      - 3,903,073.369   771,004.453   MT  1.00050522   +1 43 08.6
 AJ2591;UTM  16      - 3,903,194.945   224,974.557   MT  1.00053228   -1 44 40.5
 AJ2591
 AJ2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2591!SPC TN       -   0.99999291  x   1.00000284  =   0.99999575
 AJ2591!UTM  15      -   0.99999291  x   1.00050522  =   1.00049813
 AJ2591!UTM  16      -   0.99999291  x   1.00053228  =   1.00052519
 AJ2591
 AJ2591                          SUPERSEDED SURVEY CONTROL
 AJ2591
 AJ2591.No superseded survey control is available for this station.
 AJ2591
 AJ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7100403073(NAD 83)
 AJ2591_MARKER: DD = SURVEY DISK
 AJ2591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2591+WITH SETTING: INFORMATION.
 AJ2591_STAMPING: 056
 AJ2591_MARK LOGO: MLGW  
 AJ2591_PROJECTION: FLUSH
 AJ2591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2591+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2591_ROD/PIPE-DEPTH:  0.8 meters
 AJ2591
 AJ2591  HISTORY     - Date     Condition        Report By
 AJ2591  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2591
 AJ2591                          STATION DESCRIPTION
 AJ2591
 AJ2591'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2591'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2591'APPROXIMATELY 1.00 MILE (1.61 KM) WEST OF FIRESTONE CITY PARK IN THE
 AJ2591'FRAYSER COMMUNITY.
 AJ2591'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2591'THOMAS STREET (HWY 51) , PROCEED NORTHWEST ON NORTH WATKINS STREET
 AJ2591'(GREAT RIVER ROAD) APPROXIMATELY 0.11 MILES (0.18 KM) TO MILLINGTON
 AJ2591'ROAD.  TURN LEFT AND GO SOUTHWEST ON MILLINGTON ROAD APPROXIMATELY
 AJ2591'0.50 MILES (0.80 KM) TO LYNN MANOR DRIVE, (PRIVATE DRIVE) .  THE
 AJ2591'STATION IS ON THE RIGHT.
 AJ2591'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2591'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2591'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 379.00 FEET (115.52 M)
 AJ2591'NORTH OF THE CENTERLINE OF LYNN MANOR DRIVE, 167.00 FEET (50.90 M)
 AJ2591'SOUTH OF THE CENTERLINE OF A CONCRETE BRIDGE, BRIDGE NO. 79-5095-0.39,
 AJ2591'ON MILLINGTON ROAD, 21.00 FEET (6.40 M) WEST OF THE CENTERLINE OF
 AJ2591'MILLINGTON ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1889 ***********************************************************************
 GB1889  DESIGNATION -  56 1
 GB1889  PID         -  GB1889
 GB1889  STATE/COUNTY-  TN/JACKSON
 GB1889  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1889
 GB1889                         *CURRENT SURVEY CONTROL
 GB1889  ___________________________________________________________________
 GB1889* NAD 83(1986)-  36 14 52.     (N)    085 36 51.     (W)     SCALED    
 GB1889* NAVD 88     -       309.493  (meters)    1015.39   (feet)  ADJUSTED  
 GB1889  ___________________________________________________________________
 GB1889  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB1889  DYNAMIC HT  -         309.217 (meters)    1014.49  (feet)  COMP
 GB1889  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB1889
 GB1889  VERT ORDER  -  SECOND    CLASS 0
 GB1889
 GB1889.The horizontal coordinates were scaled from a topographic map and have
 GB1889.an estimated accuracy of +/- 6 seconds.
 GB1889
 GB1889.The orthometric height was determined by differential leveling
 GB1889.and adjusted by the National Geodetic Survey in June 1991..
 GB1889
 GB1889.The geoid height was determined by GEOID03.
 GB1889
 GB1889.The dynamic height is computed by dividing the NAVD 88
 GB1889.geopotential number by the normal gravity value computed on the
 GB1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1889.degrees latitude (g = 980.6199 gals.).
 GB1889
 GB1889.The modeled gravity was interpolated from observed gravity values.
 GB1889
 GB1889;                    North         East    Units  Estimated Accuracy
 GB1889;SPC TN       -   212,480.      634,680.      MT  (+/- 180 meters Scaled)
 GB1889
 GB1889                          SUPERSEDED SURVEY CONTROL
 GB1889
 GB1889  NGVD 29 (??/??/92)  309.572  (m)         1015.65   (f) ADJ UNCH    2 0
 GB1889
 GB1889.Superseded values are not recommended for survey control.
 GB1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1889.See file dsdata.txt to determine how the superseded data were derived.
 GB1889
 GB1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF245123(NAD 83)
 GB1889_MARKER: DD = SURVEY DISK
 GB1889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1889_SP_SET: CULVERT
 GB1889_STAMPING: 56-1 1966
 GB1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1889
 GB1889  HISTORY     - Date     Condition        Report By
 GB1889  HISTORY     - 1966     MONUMENTED       TNHD
 GB1889
 GB1889                          STATION DESCRIPTION
 GB1889
 GB1889'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1889'8 MI S FROM GAINESBORO.
 GB1889'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1889'GAINESBORO IN GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR
 GB1889'8.7 MILES TO THE MARK ON THE LEFT, AT THE JUNCTION OF OLD
 GB1889'GAINESBORO ROAD, 30 FEET NORTH OF THE APPROXIMATE CENTER OF OLD
 GB1889'GAINESBORO ROAD AND 29 FEET EAST OF THE APPROXIMATE CENTER OF
 GB1889'STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.6
 GB1889'FOOT WEST OF THE EAST END OF THE NORTH HEADWALL OF A 14-INCH METAL
 GB1889'PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1907 ***********************************************************************
 GB1907  DESIGNATION -  56 10
 GB1907  PID         -  GB1907
 GB1907  STATE/COUNTY-  TN/JACKSON
 GB1907  USGS QUAD   -  GAINESBORO (1979)
 GB1907
 GB1907                         *CURRENT SURVEY CONTROL
 GB1907  ___________________________________________________________________
 GB1907* NAD 83(1986)-  36 21 19.     (N)    085 39 31.     (W)     SCALED    
 GB1907* NAVD 88     -       172.189  (meters)     564.92   (feet)  ADJUSTED  
 GB1907  ___________________________________________________________________
 GB1907  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB1907  DYNAMIC HT  -         172.039 (meters)     564.43  (feet)  COMP
 GB1907  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GB1907
 GB1907  VERT ORDER  -  SECOND    CLASS 0
 GB1907
 GB1907.The horizontal coordinates were scaled from a topographic map and have
 GB1907.an estimated accuracy of +/- 6 seconds.
 GB1907
 GB1907.The orthometric height was determined by differential leveling
 GB1907.and adjusted by the National Geodetic Survey in June 1991..
 GB1907
 GB1907.The geoid height was determined by GEOID03.
 GB1907
 GB1907.The dynamic height is computed by dividing the NAVD 88
 GB1907.geopotential number by the normal gravity value computed on the
 GB1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1907.degrees latitude (g = 980.6199 gals.).
 GB1907
 GB1907.The modeled gravity was interpolated from observed gravity values.
 GB1907
 GB1907;                    North         East    Units  Estimated Accuracy
 GB1907;SPC TN       -   224,390.      630,640.      MT  (+/- 180 meters Scaled)
 GB1907
 GB1907                          SUPERSEDED SURVEY CONTROL
 GB1907
 GB1907  NGVD 29 (??/??/92)  172.286  (m)          565.24   (f) ADJ UNCH    2 0
 GB1907
 GB1907.Superseded values are not recommended for survey control.
 GB1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1907.See file dsdata.txt to determine how the superseded data were derived.
 GB1907
 GB1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF203241(NAD 83)
 GB1907_MARKER: DD = SURVEY DISK
 GB1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1907_SP_SET: RETAINING WALL
 GB1907_STAMPING: 56-10 1966
 GB1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1907
 GB1907  HISTORY     - Date     Condition        Report By
 GB1907  HISTORY     - 1966     MONUMENTED       TNHD
 GB1907
 GB1907                          STATION DESCRIPTION
 GB1907
 GB1907'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1907'AT GAINESBORO.
 GB1907'AT THE JACKSON COUNTY COURTHOUSE IN GAINESBORO, 103 FEET SOUTH OF
 GB1907'THE APPROXIMATE CENTER OF STATE ROUTE 53, 51.4 FEET SOUTHEAST OF
 GB1907'THE NORTHEAST CORNER OF THE COURTHOUSE, 40 FEET NORTHEAST OF THE
 GB1907'SOUTHEAST CORNER OF THE COURTHOUSE AND 31 FEET WEST OF THE
 GB1907'APPROXIMATE CENTER OF STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH
 GB1907'IN A DRILL HOLE IN THE SOUTH RETAINING WALL AT THE EAST ENTRANCE
 GB1907'OF THE COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1890 ***********************************************************************
 GB1890  DESIGNATION -  56 2
 GB1890  PID         -  GB1890
 GB1890  STATE/COUNTY-  TN/JACKSON
 GB1890  USGS QUAD   -  DODSON BRANCH (1968)
 GB1890
 GB1890                         *CURRENT SURVEY CONTROL
 GB1890  ___________________________________________________________________
 GB1890* NAD 83(1986)-  36 15 34.     (N)    085 36 39.     (W)     SCALED    
 GB1890* NAVD 88     -       299.454  (meters)     982.46   (feet)  ADJUSTED  
 GB1890  ___________________________________________________________________
 GB1890  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB1890  DYNAMIC HT  -         299.188 (meters)     981.59  (feet)  COMP
 GB1890  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1890
 GB1890  VERT ORDER  -  SECOND    CLASS 0
 GB1890
 GB1890.The horizontal coordinates were scaled from a topographic map and have
 GB1890.an estimated accuracy of +/- 6 seconds.
 GB1890
 GB1890.The orthometric height was determined by differential leveling
 GB1890.and adjusted by the National Geodetic Survey in June 1991..
 GB1890
 GB1890.The geoid height was determined by GEOID03.
 GB1890
 GB1890.The dynamic height is computed by dividing the NAVD 88
 GB1890.geopotential number by the normal gravity value computed on the
 GB1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1890.degrees latitude (g = 980.6199 gals.).
 GB1890
 GB1890.The modeled gravity was interpolated from observed gravity values.
 GB1890
 GB1890;                    North         East    Units  Estimated Accuracy
 GB1890;SPC TN       -   213,770.      634,970.      MT  (+/- 180 meters Scaled)
 GB1890
 GB1890                          SUPERSEDED SURVEY CONTROL
 GB1890
 GB1890  NGVD 29 (??/??/92)  299.534  (m)          982.72   (f) ADJ UNCH    2 0
 GB1890
 GB1890.Superseded values are not recommended for survey control.
 GB1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1890.See file dsdata.txt to determine how the superseded data were derived.
 GB1890
 GB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF247136(NAD 83)
 GB1890_MARKER: DD = SURVEY DISK
 GB1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1890_SP_SET: CULVERT
 GB1890_STAMPING: 56-2 1966
 GB1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1890
 GB1890  HISTORY     - Date     Condition        Report By
 GB1890  HISTORY     - 1966     MONUMENTED       TNHD
 GB1890
 GB1890                          STATION DESCRIPTION
 GB1890
 GB1890'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1890'7 MI S FROM GAINESBORO.
 GB1890'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1890'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 7.8 MILES TO THE
 GB1890'MARK ON THE RIGHT, 110 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GB1890'GRAVELED DRIVE, 32 FEET NORTHEAST OF A GUYED TELEPHONE POLE AND
 GB1890'26 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 56.  THE
 GB1890'DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.2 FEET SOUTH OF THE
 GB1890'NORTH END OF THE WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1896 ***********************************************************************
 GB1896  DESIGNATION -  56 3
 GB1896  PID         -  GB1896
 GB1896  STATE/COUNTY-  TN/JACKSON
 GB1896  USGS QUAD   -  DODSON BRANCH (1968)
 GB1896
 GB1896                         *CURRENT SURVEY CONTROL
 GB1896  ___________________________________________________________________
 GB1896* NAD 83(1986)-  36 16 49.     (N)    085 37 11.     (W)     SCALED    
 GB1896* NAVD 88     -       301.409  (meters)     988.87   (feet)  ADJUSTED  
 GB1896  ___________________________________________________________________
 GB1896  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GB1896  DYNAMIC HT  -         301.143 (meters)     988.00  (feet)  COMP
 GB1896  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 GB1896
 GB1896  VERT ORDER  -  SECOND    CLASS 0
 GB1896
 GB1896.The horizontal coordinates were scaled from a topographic map and have
 GB1896.an estimated accuracy of +/- 6 seconds.
 GB1896
 GB1896.The orthometric height was determined by differential leveling
 GB1896.and adjusted by the National Geodetic Survey in June 1991..
 GB1896
 GB1896.The geoid height was determined by GEOID03.
 GB1896
 GB1896.The dynamic height is computed by dividing the NAVD 88
 GB1896.geopotential number by the normal gravity value computed on the
 GB1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1896.degrees latitude (g = 980.6199 gals.).
 GB1896
 GB1896.The modeled gravity was interpolated from observed gravity values.
 GB1896
 GB1896;                    North         East    Units  Estimated Accuracy
 GB1896;SPC TN       -   216,080.      634,170.      MT  (+/- 180 meters Scaled)
 GB1896
 GB1896                          SUPERSEDED SURVEY CONTROL
 GB1896
 GB1896  NGVD 29 (??/??/92)  301.492  (m)          989.14   (f) ADJ UNCH    2 0
 GB1896
 GB1896.Superseded values are not recommended for survey control.
 GB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1896.See file dsdata.txt to determine how the superseded data were derived.
 GB1896
 GB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF239159(NAD 83)
 GB1896_MARKER: DD = SURVEY DISK
 GB1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1896_SP_SET: CULVERT
 GB1896_STAMPING: 56-3 1966
 GB1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1896
 GB1896  HISTORY     - Date     Condition        Report By
 GB1896  HISTORY     - 1966     MONUMENTED       TNHD
 GB1896
 GB1896                          STATION DESCRIPTION
 GB1896
 GB1896'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1896'6 MI S FROM GAINESBORO.
 GB1896'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1896'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 6.2 MILES TO A
 GB1896'FRAME HOUSE AND THE MARK ON THE LEFT, 78 FEET NORTH OF THE
 GB1896'APPROXIMATE CENTER OF THE JUNCTION OF OLD GAINESBORO ROAD AND
 GB1896'STATE ROUTE 56, 68 FEET WEST OF A GUYED UTILITY POLE, 35 FEET
 GB1896'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 56 AND 34 FEET
 GB1896'SOUTHWEST OF OLD GAINESBORO ROAD.  THE DISK IS CEMENTED FLUSH IN
 GB1896'A DRILL HOLE 1.2 FEET WEST OF THE EAST END OF THE EAST HEADWALL OF
 GB1896'A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1897 ***********************************************************************
 GB1897  DESIGNATION -  56 4
 GB1897  PID         -  GB1897
 GB1897  STATE/COUNTY-  TN/JACKSON
 GB1897  USGS QUAD   -  GAINESBORO (1979)
 GB1897
 GB1897                         *CURRENT SURVEY CONTROL
 GB1897  ___________________________________________________________________
 GB1897* NAD 83(1986)-  36 17 13.     (N)    085 37 51.     (W)     SCALED    
 GB1897* NAVD 88     -       304.821  (meters)    1000.07   (feet)  ADJUSTED  
 GB1897  ___________________________________________________________________
 GB1897  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB1897  DYNAMIC HT  -         304.553 (meters)     999.19  (feet)  COMP
 GB1897  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 GB1897
 GB1897  VERT ORDER  -  SECOND    CLASS 0
 GB1897
 GB1897.The horizontal coordinates were scaled from a topographic map and have
 GB1897.an estimated accuracy of +/- 6 seconds.
 GB1897
 GB1897.The orthometric height was determined by differential leveling
 GB1897.and adjusted by the National Geodetic Survey in June 1991..
 GB1897
 GB1897.The geoid height was determined by GEOID03.
 GB1897
 GB1897.The dynamic height is computed by dividing the NAVD 88
 GB1897.geopotential number by the normal gravity value computed on the
 GB1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1897.degrees latitude (g = 980.6199 gals.).
 GB1897
 GB1897.The modeled gravity was interpolated from observed gravity values.
 GB1897
 GB1897;                    North         East    Units  Estimated Accuracy
 GB1897;SPC TN       -   216,820.      633,160.      MT  (+/- 180 meters Scaled)
 GB1897
 GB1897                          SUPERSEDED SURVEY CONTROL
 GB1897
 GB1897  NGVD 29 (??/??/92)  304.905  (m)         1000.34   (f) ADJ UNCH    2 0
 GB1897
 GB1897.Superseded values are not recommended for survey control.
 GB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1897.See file dsdata.txt to determine how the superseded data were derived.
 GB1897
 GB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF229166(NAD 83)
 GB1897_MARKER: DD = SURVEY DISK
 GB1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1897_SP_SET: CULVERT
 GB1897_STAMPING: 56-4 1966
 GB1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1897
 GB1897  HISTORY     - Date     Condition        Report By
 GB1897  HISTORY     - 1966     MONUMENTED       TNHD
 GB1897
 GB1897                          STATION DESCRIPTION
 GB1897
 GB1897'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1897'5.5 MI S FROM GAINESBORO.
 GB1897'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1897'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 5.4 MILES TO A WHITE
 GB1897'FRAME HOUSE AND THE MARK ON THE RIGHT, 40 FEET NORTH OF THE
 GB1897'APPROXIMATE CENTER OF A GRAVELED DRIVE, 32 FEET EAST OF A TELEPHONE
 GB1897'POLE AND 30 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1897'56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.3 FEET SOUTH OF
 GB1897'THE NORTH END OF THE WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1898 ***********************************************************************
 GB1898  DESIGNATION -  56 5
 GB1898  PID         -  GB1898
 GB1898  STATE/COUNTY-  TN/JACKSON
 GB1898  USGS QUAD   -  GAINESBORO (1979)
 GB1898
 GB1898                         *CURRENT SURVEY CONTROL
 GB1898  ___________________________________________________________________
 GB1898* NAD 83(1986)-  36 17 51.     (N)    085 38 23.     (W)     SCALED    
 GB1898* NAVD 88     -       295.133  (meters)     968.28   (feet)  ADJUSTED  
 GB1898  ___________________________________________________________________
 GB1898  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB1898  DYNAMIC HT  -         294.875 (meters)     967.44  (feet)  COMP
 GB1898  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GB1898
 GB1898  VERT ORDER  -  SECOND    CLASS 0
 GB1898
 GB1898.The horizontal coordinates were scaled from a topographic map and have
 GB1898.an estimated accuracy of +/- 6 seconds.
 GB1898
 GB1898.The orthometric height was determined by differential leveling
 GB1898.and adjusted by the National Geodetic Survey in June 1991..
 GB1898
 GB1898.The geoid height was determined by GEOID03.
 GB1898
 GB1898.The dynamic height is computed by dividing the NAVD 88
 GB1898.geopotential number by the normal gravity value computed on the
 GB1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1898.degrees latitude (g = 980.6199 gals.).
 GB1898
 GB1898.The modeled gravity was interpolated from observed gravity values.
 GB1898
 GB1898;                    North         East    Units  Estimated Accuracy
 GB1898;SPC TN       -   217,990.      632,360.      MT  (+/- 180 meters Scaled)
 GB1898
 GB1898                          SUPERSEDED SURVEY CONTROL
 GB1898
 GB1898  NGVD 29 (??/??/92)  295.221  (m)          968.57   (f) ADJ UNCH    2 0
 GB1898
 GB1898.Superseded values are not recommended for survey control.
 GB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1898.See file dsdata.txt to determine how the superseded data were derived.
 GB1898
 GB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF221178(NAD 83)
 GB1898_MARKER: DD = SURVEY DISK
 GB1898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1898_SP_SET: CULVERT
 GB1898_STAMPING: 56-5 1966
 GB1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1898
 GB1898  HISTORY     - Date     Condition        Report By
 GB1898  HISTORY     - 1966     MONUMENTED       TNHD
 GB1898
 GB1898                          STATION DESCRIPTION
 GB1898
 GB1898'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1898'4.5 MI S FROM GAINESBORO.
 GB1898'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1898'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 4.5 MILES TO THE
 GB1898'MARK ON THE RIGHT, 102 FEET NORTHEAST OF THE NORTHEAST CORNER
 GB1898'OF A CONCRETE BLOCK BUILDING, 63 FEET NORTH OF THE APPROXIMATE
 GB1898'CENTER OF A GRAVELED DRIVE, 58 FEET WEST OF THE APPROXIMATE CENTER
 GB1898'OF STATE ROUTE 56 AND 27 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 GB1898'POST.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.9 FOOT SOUTH
 GB1898'OF THE NORTH END OF THE WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1899 ***********************************************************************
 GB1899  DESIGNATION -  56 6
 GB1899  PID         -  GB1899
 GB1899  STATE/COUNTY-  TN/JACKSON
 GB1899  USGS QUAD   -  GAINESBORO (1979)
 GB1899
 GB1899                         *CURRENT SURVEY CONTROL
 GB1899  ___________________________________________________________________
 GB1899* NAD 83(1986)-  36 18 20.     (N)    085 38 33.     (W)     SCALED    
 GB1899* NAVD 88     -       291.205  (meters)     955.40   (feet)  ADJUSTED  
 GB1899  ___________________________________________________________________
 GB1899  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1899  DYNAMIC HT  -         290.951 (meters)     954.56  (feet)  COMP
 GB1899  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GB1899
 GB1899  VERT ORDER  -  SECOND    CLASS 0
 GB1899
 GB1899.The horizontal coordinates were scaled from a topographic map and have
 GB1899.an estimated accuracy of +/- 6 seconds.
 GB1899
 GB1899.The orthometric height was determined by differential leveling
 GB1899.and adjusted by the National Geodetic Survey in June 1991..
 GB1899
 GB1899.The geoid height was determined by GEOID03.
 GB1899
 GB1899.The dynamic height is computed by dividing the NAVD 88
 GB1899.geopotential number by the normal gravity value computed on the
 GB1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1899.degrees latitude (g = 980.6199 gals.).
 GB1899
 GB1899.The modeled gravity was interpolated from observed gravity values.
 GB1899
 GB1899;                    North         East    Units  Estimated Accuracy
 GB1899;SPC TN       -   218,880.      632,110.      MT  (+/- 180 meters Scaled)
 GB1899
 GB1899                          SUPERSEDED SURVEY CONTROL
 GB1899
 GB1899  NGVD 29 (??/??/92)  291.294  (m)          955.69   (f) ADJ UNCH    2 0
 GB1899
 GB1899.Superseded values are not recommended for survey control.
 GB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1899.See file dsdata.txt to determine how the superseded data were derived.
 GB1899
 GB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF218186(NAD 83)
 GB1899_MARKER: DD = SURVEY DISK
 GB1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1899_SP_SET: CULVERT
 GB1899_STAMPING: 56-6 1966
 GB1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1899
 GB1899  HISTORY     - Date     Condition        Report By
 GB1899  HISTORY     - 1966     MONUMENTED       TNHD
 GB1899
 GB1899                          STATION DESCRIPTION
 GB1899
 GB1899'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1899'4 MI S FROM GAINESBORO.
 GB1899'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1899'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 3.8 MILES TO A
 GB1899'SIDE ROAD ON THE RIGHT AND THE MARK ON THE LEFT, AT A CONCRETE
 GB1899'HILLSIDE DRAIN AND 28 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB1899'STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.1
 GB1899'FEET NORTHEAST OF THE SOUTHWEST END OF A CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1904 ***********************************************************************
 GB1904  DESIGNATION -  56 7
 GB1904  PID         -  GB1904
 GB1904  STATE/COUNTY-  TN/JACKSON
 GB1904  USGS QUAD   -  GAINESBORO (1979)
 GB1904
 GB1904                         *CURRENT SURVEY CONTROL
 GB1904  ___________________________________________________________________
 GB1904* NAD 83(1986)-  36 19 00.     (N)    085 39 09.     (W)     SCALED    
 GB1904* NAVD 88     -       206.318  (meters)     676.89   (feet)  ADJUSTED  
 GB1904  ___________________________________________________________________
 GB1904  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB1904  DYNAMIC HT  -         206.138 (meters)     676.30  (feet)  COMP
 GB1904  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1904
 GB1904  VERT ORDER  -  SECOND    CLASS 0
 GB1904
 GB1904.The horizontal coordinates were scaled from a topographic map and have
 GB1904.an estimated accuracy of +/- 6 seconds.
 GB1904
 GB1904.The orthometric height was determined by differential leveling
 GB1904.and adjusted by the National Geodetic Survey in June 1991..
 GB1904
 GB1904.The geoid height was determined by GEOID03.
 GB1904
 GB1904.The dynamic height is computed by dividing the NAVD 88
 GB1904.geopotential number by the normal gravity value computed on the
 GB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1904.degrees latitude (g = 980.6199 gals.).
 GB1904
 GB1904.The modeled gravity was interpolated from observed gravity values.
 GB1904
 GB1904;                    North         East    Units  Estimated Accuracy
 GB1904;SPC TN       -   220,110.      631,210.      MT  (+/- 180 meters Scaled)
 GB1904
 GB1904                          SUPERSEDED SURVEY CONTROL
 GB1904
 GB1904  NGVD 29 (??/??/92)  206.406  (m)          677.18   (f) ADJ UNCH    2 0
 GB1904
 GB1904.Superseded values are not recommended for survey control.
 GB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1904.See file dsdata.txt to determine how the superseded data were derived.
 GB1904
 GB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF209199(NAD 83)
 GB1904_MARKER: DD = SURVEY DISK
 GB1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1904_SP_SET: CULVERT
 GB1904_STAMPING: 56-7 1966
 GB1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1904
 GB1904  HISTORY     - Date     Condition        Report By
 GB1904  HISTORY     - 1966     MONUMENTED       TNHD
 GB1904
 GB1904                          STATION DESCRIPTION
 GB1904
 GB1904'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1904'3 MI S FROM GAINESBORO.
 GB1904'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1904'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 2.8 MILES TO THE
 GB1904'MARK ON THE LEFT, 27 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB1904'GRAVELED DRIVE AND 26 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1904'ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.6 FOOT
 GB1904'NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A 5-FOOT BOX
 GB1904'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1905 ***********************************************************************
 GB1905  DESIGNATION -  56 8
 GB1905  PID         -  GB1905
 GB1905  STATE/COUNTY-  TN/JACKSON
 GB1905  USGS QUAD   -  GAINESBORO (1979)
 GB1905
 GB1905                         *CURRENT SURVEY CONTROL
 GB1905  ___________________________________________________________________
 GB1905* NAD 83(1986)-  36 19 57.     (N)    085 39 30.     (W)     SCALED    
 GB1905* NAVD 88     -       179.859  (meters)     590.09   (feet)  ADJUSTED  
 GB1905  ___________________________________________________________________
 GB1905  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GB1905  DYNAMIC HT  -         179.703 (meters)     589.58  (feet)  COMP
 GB1905  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 GB1905
 GB1905  VERT ORDER  -  SECOND    CLASS 0
 GB1905
 GB1905.The horizontal coordinates were scaled from a topographic map and have
 GB1905.an estimated accuracy of +/- 6 seconds.
 GB1905
 GB1905.The orthometric height was determined by differential leveling
 GB1905.and adjusted by the National Geodetic Survey in June 1991..
 GB1905
 GB1905.The geoid height was determined by GEOID03.
 GB1905
 GB1905.The dynamic height is computed by dividing the NAVD 88
 GB1905.geopotential number by the normal gravity value computed on the
 GB1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1905.degrees latitude (g = 980.6199 gals.).
 GB1905
 GB1905.The modeled gravity was interpolated from observed gravity values.
 GB1905
 GB1905;                    North         East    Units  Estimated Accuracy
 GB1905;SPC TN       -   221,860.      630,680.      MT  (+/- 180 meters Scaled)
 GB1905
 GB1905                          SUPERSEDED SURVEY CONTROL
 GB1905
 GB1905  NGVD 29 (??/??/92)  179.953  (m)          590.40   (f) ADJ UNCH    2 0
 GB1905
 GB1905.Superseded values are not recommended for survey control.
 GB1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1905.See file dsdata.txt to determine how the superseded data were derived.
 GB1905
 GB1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF204216(NAD 83)
 GB1905_MARKER: DD = SURVEY DISK
 GB1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1905_SP_SET: CULVERT
 GB1905_STAMPING: 56-8 1966
 GB1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1905
 GB1905  HISTORY     - Date     Condition        Report By
 GB1905  HISTORY     - 1966     MONUMENTED       TNHD
 GB1905
 GB1905                          STATION DESCRIPTION
 GB1905
 GB1905'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1905'2 MI S FROM GAINESBORO.
 GB1905'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1905'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 1.7 MILES TO THE
 GB1905'MARK ON THE LEFT, 123 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB1905'GRAVELED DRIVE AND 34 FEET EAST OF THE APPROXIMATE CENTER OF
 GB1905'STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.8
 GB1905'FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A 36-INCH
 GB1905'METAL PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1906 ***********************************************************************
 GB1906  DESIGNATION -  56 9
 GB1906  PID         -  GB1906
 GB1906  STATE/COUNTY-  TN/JACKSON
 GB1906  USGS QUAD   -  GAINESBORO (1979)
 GB1906
 GB1906                         *CURRENT SURVEY CONTROL
 GB1906  ___________________________________________________________________
 GB1906* NAD 83(1986)-  36 20 58.     (N)    085 39 30.     (W)     SCALED    
 GB1906* NAVD 88     -       165.480  (meters)     542.91   (feet)  ADJUSTED  
 GB1906  ___________________________________________________________________
 GB1906  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB1906  DYNAMIC HT  -         165.336 (meters)     542.44  (feet)  COMP
 GB1906  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 GB1906
 GB1906  VERT ORDER  -  SECOND    CLASS 0
 GB1906
 GB1906.The horizontal coordinates were scaled from a topographic map and have
 GB1906.an estimated accuracy of +/- 6 seconds.
 GB1906
 GB1906.The orthometric height was determined by differential leveling
 GB1906.and adjusted by the National Geodetic Survey in June 1991..
 GB1906
 GB1906.The geoid height was determined by GEOID03.
 GB1906
 GB1906.The dynamic height is computed by dividing the NAVD 88
 GB1906.geopotential number by the normal gravity value computed on the
 GB1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1906.degrees latitude (g = 980.6199 gals.).
 GB1906
 GB1906.The modeled gravity was interpolated from observed gravity values.
 GB1906
 GB1906;                    North         East    Units  Estimated Accuracy
 GB1906;SPC TN       -   223,740.      630,670.      MT  (+/- 180 meters Scaled)
 GB1906
 GB1906                          SUPERSEDED SURVEY CONTROL
 GB1906
 GB1906  NGVD 29 (??/??/92)  165.576  (m)          543.23   (f) ADJ UNCH    2 0
 GB1906
 GB1906.Superseded values are not recommended for survey control.
 GB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1906.See file dsdata.txt to determine how the superseded data were derived.
 GB1906
 GB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF203235(NAD 83)
 GB1906_MARKER: DD = SURVEY DISK
 GB1906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1906_SP_SET: BRIDGE
 GB1906_STAMPING: 56-9 1966
 GB1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1906
 GB1906  HISTORY     - Date     Condition        Report By
 GB1906  HISTORY     - 1966     MONUMENTED       TNHD
 GB1906
 GB1906                          STATION DESCRIPTION
 GB1906
 GB1906'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1906'AT GAINESBORO.
 GB1906'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1906'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 0.4 MILE TO A
 GB1906'CONCRETE BRIDGE, JUST SOUTH OF THE GAINESBORO ELEMENTARY SCHOOL,
 GB1906'AND THE MARK ON THE RIGHT, 46 FEET SOUTH OF A GUYED GUY POLE AND
 GB1906'25 FEET WEST OF THE APPROIXMATE CENTER OF STATE ROUTE 56.  THE
 GB1906'DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.2 FEET NORTH OF THE
 GB1906'SOUTH END OF THE WEST HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0535 ***********************************************************************
 GC0535  DESIGNATION -  56 EOM RESET
 GC0535  PID         -  GC0535
 GC0535  STATE/COUNTY-  TN/ROBERTSON
 GC0535  USGS QUAD   -  WHITE HOUSE (1981)
 GC0535
 GC0535                         *CURRENT SURVEY CONTROL
 GC0535  ___________________________________________________________________
 GC0535* NAD 83(1986)-  36 27 14.     (N)    086 41 32.     (W)     SCALED    
 GC0535* NAVD 88     -       259.585  (meters)     851.66   (feet)  ADJUSTED  
 GC0535  ___________________________________________________________________
 GC0535  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0535  DYNAMIC HT  -         259.365 (meters)     850.93  (feet)  COMP
 GC0535  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0535
 GC0535  VERT ORDER  -  SECOND    CLASS 0
 GC0535
 GC0535.The horizontal coordinates were scaled from a topographic map and have
 GC0535.an estimated accuracy of +/- 6 seconds.
 GC0535
 GC0535.The orthometric height was determined by differential leveling
 GC0535.and adjusted by the National Geodetic Survey in June 1991..
 GC0535
 GC0535.The geoid height was determined by GEOID03.
 GC0535
 GC0535.The dynamic height is computed by dividing the NAVD 88
 GC0535.geopotential number by the normal gravity value computed on the
 GC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0535.degrees latitude (g = 980.6199 gals.).
 GC0535
 GC0535.The modeled gravity was interpolated from observed gravity values.
 GC0535
 GC0535;                    North         East    Units  Estimated Accuracy
 GC0535;SPC TN       -   235,500.      537,950.      MT  (+/- 180 meters Scaled)
 GC0535
 GC0535                          SUPERSEDED SURVEY CONTROL
 GC0535
 GC0535  NGVD 29 (??/??/92)  259.645  (m)          851.85   (f) ADJ UNCH    2 0
 GC0535
 GC0535.Superseded values are not recommended for survey control.
 GC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0535.See file dsdata.txt to determine how the superseded data were derived.
 GC0535
 GC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF275343(NAD 83)
 GC0535_MARKER: DD = SURVEY DISK
 GC0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0535_STAMPING: RESET 852 56EOM 1950
 GC0535_MARK LOGO: USGS  
 GC0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0535+STABILITY: SURFACE MOTION
 GC0535
 GC0535  HISTORY     - Date     Condition        Report By
 GC0535  HISTORY     - 1950     MONUMENTED       USGS
 GC0535  HISTORY     - 1960     GOOD             NGS
 GC0535
 GC0535                          STATION DESCRIPTION
 GC0535
 GC0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0535'3.2 MI SW FROM WHITE HOUSE.
 GC0535'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31
 GC0535'W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0535'THENCE 1.0 MILE SOUTH ON A GRAVELED ROAD TO A T JUNCTION, 21 FT.
 GC0535'NORTHWEST OF THE CENTER OF THE T JUNCTION, 1 FT. WEST OF A 12
 GC0535'INCH CORNER POST, AND 1 FT. NORTHEAST OF A WITNESS SIGN, A DISK
 GC0535'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 GC0535'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0046 ***********************************************************************
 FD0046  DESIGNATION -  560 RESET
 FD0046  PID         -  FD0046
 FD0046  STATE/COUNTY-  TN/RUTHERFORD
 FD0046  USGS QUAD   -  WALTERHILL (1998)
 FD0046
 FD0046                         *CURRENT SURVEY CONTROL
 FD0046  ___________________________________________________________________
 FD0046* NAD 83(1986)-  35 54 58.     (N)    086 28 09.     (W)     SCALED    
 FD0046* NAVD 88     -       172.547  (meters)     566.10   (feet)  ADJUSTED  
 FD0046  ___________________________________________________________________
 FD0046  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0046  DYNAMIC HT  -         172.398 (meters)     565.61  (feet)  COMP
 FD0046  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FD0046
 FD0046  VERT ORDER  -  FIRST     CLASS II
 FD0046
 FD0046.The horizontal coordinates were scaled from a topographic map and have
 FD0046.an estimated accuracy of +/- 6 seconds.
 FD0046
 FD0046.The orthometric height was determined by differential leveling
 FD0046.and adjusted by the National Geodetic Survey in June 1991..
 FD0046
 FD0046.The geoid height was determined by GEOID03.
 FD0046
 FD0046.The dynamic height is computed by dividing the NAVD 88
 FD0046.geopotential number by the normal gravity value computed on the
 FD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0046.degrees latitude (g = 980.6199 gals.).
 FD0046
 FD0046.The modeled gravity was interpolated from observed gravity values.
 FD0046
 FD0046;                    North         East    Units  Estimated Accuracy
 FD0046;SPC TN       -   175,710.      557,660.      MT  (+/- 180 meters Scaled)
 FD0046
 FD0046                          SUPERSEDED SURVEY CONTROL
 FD0046
 FD0046  NGVD 29 (??/??/92)  172.564  (m)          566.15   (f) ADJ UNCH    1 2
 FD0046
 FD0046.Superseded values are not recommended for survey control.
 FD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0046.See file dsdata.txt to determine how the superseded data were derived.
 FD0046
 FD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE478747(NAD 83)
 FD0046_MARKER: DD = SURVEY DISK
 FD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0046_STAMPING: 560
 FD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0046+STABILITY: SURFACE MOTION
 FD0046
 FD0046  HISTORY     - Date     Condition        Report By
 FD0046  HISTORY     - UNK      MONUMENTED       USGS
 FD0046  HISTORY     - 1949     GOOD             NGS
 FD0046  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0046
 FD0046                          STATION DESCRIPTION
 FD0046
 FD0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0046'5.7 MI SE FROM SMYRNA.
 FD0046'5.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0046'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.7 MILE
 FD0046'SOUTH ALONG A GRAVEL ROAD, AT THE SKY HARBOR AIRPORT, SET AT THE
 FD0046'NORTHWEST CORNER OF THE HANGAR, 9 1/2 FEET WEST-SOUTHWEST OF THE
 FD0046'NORTHWEST CORNER OF THE HANGAR, 5 FEET WEST OF THE WEST FACE OF THE
 FD0046'HANGAR AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FD0046'GROUND.
 FD0046
 FD0046                          STATION RECOVERY (2001)
 FD0046
 FD0046'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 FD0046'MARK WAS LOCATED AT AN AIRPORT WHICH NO LONGER EXISTS. ALL EVIDENCE OF
 FD0046'AIRFIELD AND ASSOCIATED STRUCTURES HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0052 ***********************************************************************
 FD0052  DESIGNATION -  563
 FD0052  PID         -  FD0052
 FD0052  STATE/COUNTY-  TN/RUTHERFORD
 FD0052  USGS QUAD   -  WALTERHILL (1998)
 FD0052
 FD0052                         *CURRENT SURVEY CONTROL
 FD0052  ___________________________________________________________________
 FD0052* NAD 83(1986)-  35 52 57.     (N)    086 25 56.     (W)     SCALED    
 FD0052* NAVD 88     -       171.804  (meters)     563.66   (feet)  ADJUSTED  
 FD0052  ___________________________________________________________________
 FD0052  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0052  DYNAMIC HT  -         171.654 (meters)     563.17  (feet)  COMP
 FD0052  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 FD0052
 FD0052  VERT ORDER  -  FIRST     CLASS II
 FD0052
 FD0052.The horizontal coordinates were scaled from a topographic map and have
 FD0052.an estimated accuracy of +/- 6 seconds.
 FD0052
 FD0052.The orthometric height was determined by differential leveling
 FD0052.and adjusted by the National Geodetic Survey in June 1991..
 FD0052
 FD0052.The geoid height was determined by GEOID03.
 FD0052
 FD0052.The dynamic height is computed by dividing the NAVD 88
 FD0052.geopotential number by the normal gravity value computed on the
 FD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0052.degrees latitude (g = 980.6199 gals.).
 FD0052
 FD0052.The modeled gravity was interpolated from observed gravity values.
 FD0052
 FD0052;                    North         East    Units  Estimated Accuracy
 FD0052;SPC TN       -   171,970.      560,970.      MT  (+/- 180 meters Scaled)
 FD0052
 FD0052                          SUPERSEDED SURVEY CONTROL
 FD0052
 FD0052  NGVD 29 (??/??/92)  171.818  (m)          563.71   (f) ADJ UNCH    1 2
 FD0052
 FD0052.Superseded values are not recommended for survey control.
 FD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0052.See file dsdata.txt to determine how the superseded data were derived.
 FD0052
 FD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE512710(NAD 83)
 FD0052_MARKER: DB = BENCH MARK DISK
 FD0052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0052_SP_SET: STONE GATE POST
 FD0052_STAMPING: 563
 FD0052_MARK LOGO: USGS  
 FD0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0052
 FD0052  HISTORY     - Date     Condition        Report By
 FD0052  HISTORY     - UNK      MONUMENTED       USGS
 FD0052  HISTORY     - 1949     GOOD             NGS
 FD0052  HISTORY     - 1971     GOOD             LOCENG
 FD0052  HISTORY     - 19930624 GOOD             WOOLPT
 FD0052
 FD0052                          STATION DESCRIPTION
 FD0052
 FD0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0052'3.2 MI NW FROM MURFREESBORO.
 FD0052'3.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0052'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, 313 FEET SOUTHEAST
 FD0052'OF A ROAD CROSSING, 303 FEET SOUTHEAST OF THE NORTH CORNER OF THE
 FD0052'STONE RIVER NATIONAL CEMETERY, AT A SMALL GATE IN STONE CEMETERY
 FD0052'FENCE, SET IN THE TOP OF THE SOUTHEAST STONE GATE POST AND ABOUT
 FD0052'35 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 FD0052
 FD0052                          STATION RECOVERY (1971)
 FD0052
 FD0052'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 FD0052'RECOVERED IN GOOD CONDITION.
 FD0052
 FD0052                          STATION RECOVERY (1993)
 FD0052
 FD0052'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MS)
 FD0052'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0471 ***********************************************************************
 GC0471  DESIGNATION -  569.3
 GC0471  PID         -  GC0471
 GC0471  STATE/COUNTY-  TN/DAVIDSON
 GC0471  USGS QUAD   -  BELLEVUE (1983)
 GC0471
 GC0471                         *CURRENT SURVEY CONTROL
 GC0471  ___________________________________________________________________
 GC0471* NAD 83(1986)-  36 04 21.     (N)    086 57 13.     (W)     SCALED    
 GC0471* NAVD 88     -       173.184  (meters)     568.19   (feet)  ADJUSTED  
 GC0471  ___________________________________________________________________
 GC0471  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0471  DYNAMIC HT  -         173.033 (meters)     567.69  (feet)  COMP
 GC0471  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GC0471
 GC0471  VERT ORDER  -  FIRST     CLASS II
 GC0471
 GC0471.The horizontal coordinates were scaled from a topographic map and have
 GC0471.an estimated accuracy of +/- 6 seconds.
 GC0471
 GC0471.The orthometric height was determined by differential leveling
 GC0471.and adjusted by the National Geodetic Survey in June 1991..
 GC0471
 GC0471.The geoid height was determined by GEOID03.
 GC0471
 GC0471.The dynamic height is computed by dividing the NAVD 88
 GC0471.geopotential number by the normal gravity value computed on the
 GC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0471.degrees latitude (g = 980.6199 gals.).
 GC0471
 GC0471.The modeled gravity was interpolated from observed gravity values.
 GC0471
 GC0471;                    North         East    Units  Estimated Accuracy
 GC0471;SPC TN       -   193,380.      514,100.      MT  (+/- 180 meters Scaled)
 GC0471
 GC0471                          SUPERSEDED SURVEY CONTROL
 GC0471
 GC0471  NGVD 29 (??/??/92)  173.205  (m)          568.26   (f) ADJ UNCH    1 2
 GC0471
 GC0471.Superseded values are not recommended for survey control.
 GC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0471.See file dsdata.txt to determine how the superseded data were derived.
 GC0471
 GC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE041919(NAD 83)
 GC0471_MARKER: Q = CHISELED SQUARE
 GC0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0471_SP_SET: BRIDGE
 GC0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0471
 GC0471  HISTORY     - Date     Condition        Report By
 GC0471  HISTORY     - UNK      MONUMENTED       USGS
 GC0471  HISTORY     - 1948     GOOD             NGS
 GC0471
 GC0471                          STATION DESCRIPTION
 GC0471
 GC0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0471'1 MI W FROM BELLEVUE.
 GC0471'1.0 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0471'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, AT BRIDGE NO. 13.4
 GC0471'OVER HARPETH RIVER, ON THE NORTH END OF THE SOUTHEAST CONCRETE
 GC0471'WING WALL OF THE BRIDGE, 4 FEET SOUTH OF THE SOUTH RAIL, 0.3
 GC0471'FOOT NORTH OF THE NUMBER 6 IN INSCRIBED GROUP OF NUMBERS 4 - 1916,
 GC0471'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2592 ***********************************************************************
 AJ2592  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2592  DESIGNATION -  57
 AJ2592  PID         -  AJ2592
 AJ2592  STATE/COUNTY-  TN/SHELBY
 AJ2592  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2592
 AJ2592                         *CURRENT SURVEY CONTROL
 AJ2592  ___________________________________________________________________
 AJ2592* NAD 83(1995)-  35 14 27.29822(N)    089 59 36.18643(W)     ADJUSTED  
 AJ2592* NAVD 88     -        91.85   (meters)     301.3    (feet)  GPS OBS   
 AJ2592  ___________________________________________________________________
 AJ2592  X           -         602.091 (meters)                     COMP
 AJ2592  Y           -  -5,215,103.033 (meters)                     COMP
 AJ2592  Z           -   3,659,766.077 (meters)                     COMP
 AJ2592  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AJ2592  ELLIP HEIGHT-          64.54  (meters)          (05/31/05) GPS OBS
 AJ2592  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2592
 AJ2592  HORZ ORDER  -  FIRST
 AJ2592  ELLP ORDER  -  FOURTH    CLASS II
 AJ2592
 AJ2592.The horizontal coordinates were established by GPS observations
 AJ2592.and adjusted by the National Geodetic Survey in April 2001..
 AJ2592
 AJ2592.The orthometric height was determined by GPS observations and a
 AJ2592.high-resolution geoid model using precise GPS observation and
 AJ2592.processing techniques. It supersedes the leveled height previously
 AJ2592.determined for this station.
 AJ2592
 AJ2592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2592
 AJ2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2592
 AJ2592.The ellipsoidal height was determined by GPS observations
 AJ2592.and is referenced to NAD 83.
 AJ2592
 AJ2592.The geoid height was determined by GEOID03.
 AJ2592
 AJ2592;                    North         East     Units Scale Factor Converg.
 AJ2592;SPC TN       -   108,111.347   236,623.154   MT  1.00000162   -2 20 16.4
 AJ2592;SPC TN       -   354,695.31    776,321.13   sFT  1.00000162   -2 20 16.4
 AJ2592;UTM  16      - 3,903,868.200   227,609.933   MT  1.00051450   -1 43 41.9
 AJ2592;UTM  15      - 3,903,904.617   773,594.311   MT  1.00052260   +1 44 09.4
 AJ2592
 AJ2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2592!SPC TN       -   0.99998987  x   1.00000162  =   0.99999149
 AJ2592!UTM  16      -   0.99998987  x   1.00051450  =   1.00050436
 AJ2592!UTM  15      -   0.99998987  x   1.00052260  =   1.00051246
 AJ2592
 AJ2592                          SUPERSEDED SURVEY CONTROL
 AJ2592
 AJ2592  ELLIP H (04/26/01)   64.59   (m)                       GP(       ) 4 1
 AJ2592  NAVD 88 (03/28/02)   91.87   (m)          301.4    (f) LEVELING    3  
 AJ2592
 AJ2592.Superseded values are not recommended for survey control.
 AJ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2592.See file dsdata.txt to determine how the superseded data were derived.
 AJ2592
 AJ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2761003868(NAD 83)
 AJ2592_MARKER: DD = SURVEY DISK
 AJ2592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2592+WITH SETTING: INFORMATION.
 AJ2592_STAMPING: 057
 AJ2592_MARK LOGO: MLGW  
 AJ2592_PROJECTION: FLUSH
 AJ2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2592+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 AJ2592_ROD/PIPE-DEPTH: 0.8  meters
 AJ2592
 AJ2592  HISTORY     - Date     Condition        Report By
 AJ2592  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2592  HISTORY     - 20030416 GOOD             USACE
 AJ2592  HISTORY     - 20030702 GOOD             EMCINC
 AJ2592
 AJ2592                          STATION DESCRIPTION
 AJ2592
 AJ2592'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2592'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2592'APPROXIMATELY 0.85 MILES (1.37 KM) WEST OF DAVY CROCKETT CITY PARK IN
 AJ2592'THE FRAYSER COMMUNITY.
 AJ2592'TO REACH THE STATION FROM THE INTERSECTION OF OVERTON CROSSING ROAD
 AJ2592'AND ST.  ELMO STREET, PROCEED NORTH OF OVERTON CROSSING ROAD FOR
 AJ2592'APPROXIMATELY 0.50 MILES (0.80 KM) TO DURHAM DRIVE.  THE STATION IS ON
 AJ2592'THE LEFT.
 AJ2592'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2592'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2592'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 325.30 FEET (99.15 M)
 AJ2592'NORTH OF THE CENTERLINE OF DURHAM ROAD, 121.30 FEET (36.97 M) SOUTH OF
 AJ2592'A SOUTH CENTRAL BELL POLE, 31.60 FEET (9.63 M) WEST OF THE CENTERLINE
 AJ2592'OF OVERTON CROSSING ROAD, 10.80 FEET (3.29 M) NORTH OF A WOOD POWER
 AJ2592'POLE NO.  32291, 1.50 FEET (0.46 M) WEST OF THE WEST CURBLINE OF
 AJ2592'OVERTON CROSSING ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2592'GROUND.
 AJ2592
 AJ2592                          STATION RECOVERY (2003)
 AJ2592
 AJ2592'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 AJ2592'RECOVERED IN GOOD CONDITION.
 AJ2592
 AJ2592                          STATION RECOVERY (2003)
 AJ2592
 AJ2592'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ2592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0056 ***********************************************************************
 FD0056  DESIGNATION -  581
 FD0056  PID         -  FD0056
 FD0056  STATE/COUNTY-  TN/RUTHERFORD
 FD0056  USGS QUAD   -  MURFREESBORO (1983)
 FD0056
 FD0056                         *CURRENT SURVEY CONTROL
 FD0056  ___________________________________________________________________
 FD0056* NAD 83(1986)-  35 50 47.     (N)    086 24 03.     (W)     SCALED    
 FD0056* NAVD 88     -       177.767  (meters)     583.22   (feet)  ADJUSTED  
 FD0056  ___________________________________________________________________
 FD0056  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0056  DYNAMIC HT  -         177.611 (meters)     582.71  (feet)  COMP
 FD0056  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FD0056
 FD0056  VERT ORDER  -  FIRST     CLASS II
 FD0056
 FD0056.The horizontal coordinates were scaled from a topographic map and have
 FD0056.an estimated accuracy of +/- 6 seconds.
 FD0056
 FD0056.The orthometric height was determined by differential leveling
 FD0056.and adjusted by the National Geodetic Survey in June 1991..
 FD0056
 FD0056.The geoid height was determined by GEOID03.
 FD0056
 FD0056.The dynamic height is computed by dividing the NAVD 88
 FD0056.geopotential number by the normal gravity value computed on the
 FD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0056.degrees latitude (g = 980.6199 gals.).
 FD0056
 FD0056.The modeled gravity was interpolated from observed gravity values.
 FD0056
 FD0056;                    North         East    Units  Estimated Accuracy
 FD0056;SPC TN       -   167,950.      563,790.      MT  (+/- 180 meters Scaled)
 FD0056
 FD0056                          SUPERSEDED SURVEY CONTROL
 FD0056
 FD0056  NGVD 29 (??/??/92)  177.778  (m)          583.26   (f) ADJ UNCH    1 2
 FD0056
 FD0056.Superseded values are not recommended for survey control.
 FD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0056.See file dsdata.txt to determine how the superseded data were derived.
 FD0056
 FD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE541670(NAD 83)
 FD0056_MARKER: DD = SURVEY DISK
 FD0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0056_SP_SET: PLATFORM
 FD0056_STAMPING: 581 1906
 FD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0056+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 FD0056
 FD0056  HISTORY     - Date     Condition        Report By
 FD0056  HISTORY     - 1906     MONUMENTED       USGS
 FD0056  HISTORY     - 1949     GOOD             NGS
 FD0056  HISTORY     - 20041206 GOOD             TVA
 FD0056
 FD0056                          STATION DESCRIPTION
 FD0056
 FD0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0056'AT MURFREESBORO.
 FD0056'AT MURFREESBORO, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 FD0056'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 11.8 FEET
 FD0056'SOUTHEAST OF THE WEST CORNER OF THE STATION AND 3.6 FEET ABOVE THE
 FD0056'CONCRETE PLATFORM.
 FD0056
 FD0056                          STATION RECOVERY (2004)
 FD0056
 FD0056'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FD0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1746 ***********************************************************************
 GB1746  DESIGNATION -  581
 GB1746  PID         -  GB1746
 GB1746  STATE/COUNTY-  TN/SMITH
 GB1746  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1746
 GB1746                         *CURRENT SURVEY CONTROL
 GB1746  ___________________________________________________________________
 GB1746* NAD 83(1986)-  36 07 38.     (N)    085 49 59.     (W)     SCALED    
 GB1746* NAVD 88     -       176.535  (meters)     579.18   (feet)  ADJUSTED  
 GB1746  ___________________________________________________________________
 GB1746  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1746  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 GB1746  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GB1746
 GB1746  VERT ORDER  -  SECOND    CLASS 0
 GB1746
 GB1746.The horizontal coordinates were scaled from a topographic map and have
 GB1746.an estimated accuracy of +/- 6 seconds.
 GB1746
 GB1746.The orthometric height was determined by differential leveling
 GB1746.and adjusted by the National Geodetic Survey in June 1991..
 GB1746
 GB1746.The geoid height was determined by GEOID03.
 GB1746
 GB1746.The dynamic height is computed by dividing the NAVD 88
 GB1746.geopotential number by the normal gravity value computed on the
 GB1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1746.degrees latitude (g = 980.6199 gals.).
 GB1746
 GB1746.The modeled gravity was interpolated from observed gravity values.
 GB1746
 GB1746;                    North         East    Units  Estimated Accuracy
 GB1746;SPC TN       -   199,040.      615,030.      MT  (+/- 180 meters Scaled)
 GB1746
 GB1746                          SUPERSEDED SURVEY CONTROL
 GB1746
 GB1746  NGVD 29 (??/??/92)  176.601  (m)          579.40   (f) ADJ UNCH    2 0
 GB1746
 GB1746.Superseded values are not recommended for survey control.
 GB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1746.See file dsdata.txt to determine how the superseded data were derived.
 GB1746
 GB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE050986(NAD 83)
 GB1746_MARKER: Q = CHISELED SQUARE
 GB1746_SETTING: 66 = SET IN ROCK OUTCROP
 GB1746_SP_SET: ROCK OUTCROP
 GB1746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1746+STABILITY: POSITION/ELEVATION WELL
 GB1746
 GB1746  HISTORY     - Date     Condition        Report By
 GB1746  HISTORY     - UNK      MONUMENTED       USGS
 GB1746  HISTORY     - 1935     GOOD             NGS
 GB1746  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1746
 GB1746                          STATION DESCRIPTION
 GB1746
 GB1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1746'1.7 MI E FROM LANCASTER.
 GB1746'1.7 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1746'STATION AT LANCASTER, SMITH COUNTY, 25 FEET SOUTHEAST OF THE EAST
 GB1746'END OF A WALL 250 FEET LONG AND 40 FEET HIGH, 16 FEET SOUTH OF THE
 GB1746'SOUTH RAIL, ON THE TOP OF THE WEST END OF A LIMESTONE OUTCROP,
 GB1746'AND 4 FEET HIGHER THAN THE RAIL.  A CHISELED SQUARE.
 GB1746
 GB1746                          STATION RECOVERY (1960)
 GB1746
 GB1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1321 ***********************************************************************
 FC1321  DESIGNATION -  583.14
 FC1321  PID         -  FC1321
 FC1321  STATE/COUNTY-  TN/MARION
 FC1321  USGS QUAD   -  ORME (1974)
 FC1321
 FC1321                         *CURRENT SURVEY CONTROL
 FC1321  ___________________________________________________________________
 FC1321* NAD 83(1986)-  35 07 04.     (N)    085 45 32.     (W)     SCALED    
 FC1321* NAVD 88     -       197.160  (meters)     646.85   (feet)  ADJUSTED  
 FC1321  ___________________________________________________________________
 FC1321  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1321  DYNAMIC HT  -         196.968 (meters)     646.22  (feet)  COMP
 FC1321  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 FC1321
 FC1321  VERT ORDER  -  SECOND    CLASS 0
 FC1321
 FC1321.The horizontal coordinates were scaled from a topographic map and have
 FC1321.an estimated accuracy of +/- 6 seconds.
 FC1321
 FC1321.The orthometric height was determined by differential leveling
 FC1321.and adjusted by the National Geodetic Survey in June 1991..
 FC1321
 FC1321.The geoid height was determined by GEOID03.
 FC1321
 FC1321.The dynamic height is computed by dividing the NAVD 88
 FC1321.geopotential number by the normal gravity value computed on the
 FC1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1321.degrees latitude (g = 980.6199 gals.).
 FC1321
 FC1321.The modeled gravity was interpolated from observed gravity values.
 FC1321
 FC1321;                    North         East    Units  Estimated Accuracy
 FC1321;SPC TN       -    87,060.      621,980.      MT  (+/- 180 meters Scaled)
 FC1321
 FC1321                          SUPERSEDED SURVEY CONTROL
 FC1321
 FC1321  NGVD 29 (??/??/92)  197.159  (m)          646.85   (f) ADJ UNCH    2 0
 FC1321
 FC1321.Superseded values are not recommended for survey control.
 FC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1321.See file dsdata.txt to determine how the superseded data were derived.
 FC1321
 FC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD130868(NAD 83)
 FC1321_MARKER: DD = SURVEY DISK
 FC1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1321_STAMPING: 583.14
 FC1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1321+STABILITY: SURFACE MOTION
 FC1321
 FC1321  HISTORY     - Date     Condition        Report By
 FC1321  HISTORY     - UNK      MONUMENTED       TNGS
 FC1321  HISTORY     - 1962     GOOD             NGS
 FC1321
 FC1321                          STATION DESCRIPTION
 FC1321
 FC1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1321'11 MI SE FROM MONTEAGLE.
 FC1321'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1321'ON U.S. HIGHWAYS 41-64 FOR 11.0 MILES TO THE MARK SET 0.5 MILE
 FC1321'SOUTHEAST OF LOIS CHAPEL CHURCH, 56.5 FEET SOUTHEAST OF THE
 FC1321'CENTER OF A GATE, 41.9 FEET NORTHEAST OF THE CENTER OF U.S.
 FC1321'HIGHWAYS 41-64, 12.6 FEET NORTH OF A TELEPHONE POLE, AND 2.5
 FC1321'FEET WEST OF A FENCE AND 1.2 FEET NORTHEAST OF A METAL WITNESS
 FC1321'SIGN.  A TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE TOP OF A
 FC1321'CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1327 ***********************************************************************
 FC1327  DESIGNATION -  583.16
 FC1327  PID         -  FC1327
 FC1327  STATE/COUNTY-  TN/MARION
 FC1327  USGS QUAD   -  MONTEAGLE (1982)
 FC1327
 FC1327                         *CURRENT SURVEY CONTROL
 FC1327  ___________________________________________________________________
 FC1327* NAD 83(1986)-  35 07 53.     (N)    085 46 15.     (W)     SCALED    
 FC1327* NAVD 88     -       196.048  (meters)     643.20   (feet)  ADJUSTED  
 FC1327  ___________________________________________________________________
 FC1327  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1327  DYNAMIC HT  -         195.857 (meters)     642.57  (feet)  COMP
 FC1327  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 FC1327
 FC1327  VERT ORDER  -  SECOND    CLASS 0
 FC1327
 FC1327.The horizontal coordinates were scaled from a topographic map and have
 FC1327.an estimated accuracy of +/- 6 seconds.
 FC1327
 FC1327.The orthometric height was determined by differential leveling
 FC1327.and adjusted by the National Geodetic Survey in June 1991..
 FC1327
 FC1327.The geoid height was determined by GEOID03.
 FC1327
 FC1327.The dynamic height is computed by dividing the NAVD 88
 FC1327.geopotential number by the normal gravity value computed on the
 FC1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1327.degrees latitude (g = 980.6199 gals.).
 FC1327
 FC1327.The modeled gravity was interpolated from observed gravity values.
 FC1327
 FC1327;                    North         East    Units  Estimated Accuracy
 FC1327;SPC TN       -    88,570.      620,890.      MT  (+/- 180 meters Scaled)
 FC1327
 FC1327                          SUPERSEDED SURVEY CONTROL
 FC1327
 FC1327  NGVD 29 (??/??/92)  196.046  (m)          643.19   (f) ADJ UNCH    2 0
 FC1327
 FC1327.Superseded values are not recommended for survey control.
 FC1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1327.See file dsdata.txt to determine how the superseded data were derived.
 FC1327
 FC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD119883(NAD 83)
 FC1327_MARKER: DD = SURVEY DISK
 FC1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1327_STAMPING: 583.6
 FC1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1327+STABILITY: SURFACE MOTION
 FC1327
 FC1327  HISTORY     - Date     Condition        Report By
 FC1327  HISTORY     - UNK      MONUMENTED       TNGS
 FC1327  HISTORY     - 1962     GOOD             NGS
 FC1327
 FC1327                          STATION DESCRIPTION
 FC1327
 FC1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1327'9.8 MI SE FROM MONTEAGLE.
 FC1327'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1327'ON U.S. HIGHWAYS 41-64 FOR 9.75 MILES TO THE MARK, 291 FEET
 FC1327'NORTH OF THE NORTHEAST CORNER OF A HOUSE, 57.7 FEET WEST OF
 FC1327'THE CENTER OF U.S. HIGHWAY 41-64, 51.6 FEET SOUTHWEST OF A
 FC1327'TELEPHONE POLE, 21.0 FEET WEST OF A FENCE, AND 1.0 FEET EAST OF
 FC1327'A METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK SET
 FC1327'IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH THE
 FC1327'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1301 ***********************************************************************
 FC1301  DESIGNATION -  5835
 FC1301  PID         -  FC1301
 FC1301  STATE/COUNTY-  TN/MARION
 FC1301  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1301
 FC1301                         *CURRENT SURVEY CONTROL
 FC1301  ___________________________________________________________________
 FC1301* NAD 83(1986)-  35 02 57.     (N)    085 41 58.     (W)     SCALED    
 FC1301* NAVD 88     -       202.719  (meters)     665.09   (feet)  ADJUSTED  
 FC1301  ___________________________________________________________________
 FC1301  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC1301  DYNAMIC HT  -         202.521 (meters)     664.44  (feet)  COMP
 FC1301  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1301
 FC1301  VERT ORDER  -  SECOND    CLASS 0
 FC1301
 FC1301.The horizontal coordinates were scaled from a topographic map and have
 FC1301.an estimated accuracy of +/- 6 seconds.
 FC1301
 FC1301.The orthometric height was determined by differential leveling
 FC1301.and adjusted by the National Geodetic Survey in June 1991..
 FC1301
 FC1301.The geoid height was determined by GEOID03.
 FC1301
 FC1301.The dynamic height is computed by dividing the NAVD 88
 FC1301.geopotential number by the normal gravity value computed on the
 FC1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1301.degrees latitude (g = 980.6199 gals.).
 FC1301
 FC1301.The modeled gravity was interpolated from observed gravity values.
 FC1301
 FC1301;                    North         East    Units  Estimated Accuracy
 FC1301;SPC TN       -    79,470.      627,420.      MT  (+/- 180 meters Scaled)
 FC1301
 FC1301                          SUPERSEDED SURVEY CONTROL
 FC1301
 FC1301  NGVD 29 (??/??/92)  202.724  (m)          665.10   (f) ADJ UNCH    2 0
 FC1301
 FC1301.Superseded values are not recommended for survey control.
 FC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1301.See file dsdata.txt to determine how the superseded data were derived.
 FC1301
 FC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD186792(NAD 83)
 FC1301_MARKER: DD = SURVEY DISK
 FC1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1301_STAMPING: 583.5
 FC1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1301+STABILITY: SURFACE MOTION
 FC1301
 FC1301  HISTORY     - Date     Condition        Report By
 FC1301  HISTORY     - UNK      MONUMENTED       TNDG
 FC1301  HISTORY     - 1962     GOOD             NGS
 FC1301
 FC1301                          STATION DESCRIPTION
 FC1301
 FC1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1301'0.8 MI NW FROM DIXIE LEE.
 FC1301'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1301'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1301'41-64 FOR 0.85 MILE TO THE MARK SET AT THE EAST END OF A CUT,
 FC1301'51 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, 30.5
 FC1301'FEET EAST OF TELEPHONE POLE NUMBER 7, 9 FEET NORTHEAST OF A
 FC1301'FARM ROAD, 5.0 FEET SOUTHWEST OF A FENCE AND 1.0 FEET SOUTHWEST
 FC1301'OF A METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK
 FC1301'SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH AND ABOUT
 FC1301'8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1303 ***********************************************************************
 FC1303  DESIGNATION -  5836
 FC1303  PID         -  FC1303
 FC1303  STATE/COUNTY-  TN/MARION
 FC1303  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1303
 FC1303                         *CURRENT SURVEY CONTROL
 FC1303  ___________________________________________________________________
 FC1303* NAD 83(1986)-  35 03 08.     (N)    085 42 25.     (W)     SCALED    
 FC1303* NAVD 88     -       189.382  (meters)     621.33   (feet)  ADJUSTED  
 FC1303  ___________________________________________________________________
 FC1303  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1303  DYNAMIC HT  -         189.197 (meters)     620.72  (feet)  COMP
 FC1303  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 FC1303
 FC1303  VERT ORDER  -  SECOND    CLASS 0
 FC1303
 FC1303.The horizontal coordinates were scaled from a topographic map and have
 FC1303.an estimated accuracy of +/- 6 seconds.
 FC1303
 FC1303.The orthometric height was determined by differential leveling
 FC1303.and adjusted by the National Geodetic Survey in June 1991..
 FC1303
 FC1303.The geoid height was determined by GEOID03.
 FC1303
 FC1303.The dynamic height is computed by dividing the NAVD 88
 FC1303.geopotential number by the normal gravity value computed on the
 FC1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1303.degrees latitude (g = 980.6199 gals.).
 FC1303
 FC1303.The modeled gravity was interpolated from observed gravity values.
 FC1303
 FC1303;                    North         East    Units  Estimated Accuracy
 FC1303;SPC TN       -    79,800.      626,740.      MT  (+/- 180 meters Scaled)
 FC1303
 FC1303                          SUPERSEDED SURVEY CONTROL
 FC1303
 FC1303  NGVD 29 (??/??/92)  189.388  (m)          621.35   (f) ADJ UNCH    2 0
 FC1303
 FC1303.Superseded values are not recommended for survey control.
 FC1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1303.See file dsdata.txt to determine how the superseded data were derived.
 FC1303
 FC1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD179795(NAD 83)
 FC1303_MARKER: DD = SURVEY DISK
 FC1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1303_STAMPING: 583.6
 FC1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1303+STABILITY: SURFACE MOTION
 FC1303
 FC1303  HISTORY     - Date     Condition        Report By
 FC1303  HISTORY     - UNK      MONUMENTED       TNDG
 FC1303  HISTORY     - 1962     GOOD             NGS
 FC1303
 FC1303                          STATION DESCRIPTION
 FC1303
 FC1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1303'1.4 MI NW FROM DIXIE LEE.
 FC1303'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1303'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1303'41-64 FOR 1.35 MILES TO THE MARK SET AT A 10 FOOT OFF SET IN
 FC1303'THE RIGHT-OF-WAY FENCE, 36 FEET SOUTH OF THE CENTER OF U.S.
 FC1303'HIGHWAYS 41-64, 3.9 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.5
 FC1303'FEET SOUTHWEST OF A POWER LINE POLE AND 1.5 FEET NORTH OF A
 FC1303'METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK SET
 FC1303'IN THE TOP OF A CONCRETE POST ONE INCH BELOW THE GROUND AND
 FC1303'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1310 ***********************************************************************
 FC1310  DESIGNATION -  5838
 FC1310  PID         -  FC1310
 FC1310  STATE/COUNTY-  TN/MARION
 FC1310  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1310
 FC1310                         *CURRENT SURVEY CONTROL
 FC1310  ___________________________________________________________________
 FC1310* NAD 83(1986)-  35 04 18.     (N)    085 43 59.     (W)     SCALED    
 FC1310* NAVD 88     -       196.376  (meters)     644.28   (feet)  ADJUSTED  
 FC1310  ___________________________________________________________________
 FC1310  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FC1310  DYNAMIC HT  -         196.185 (meters)     643.65  (feet)  COMP
 FC1310  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 FC1310
 FC1310  VERT ORDER  -  SECOND    CLASS 0
 FC1310
 FC1310.The horizontal coordinates were scaled from a topographic map and have
 FC1310.an estimated accuracy of +/- 6 seconds.
 FC1310
 FC1310.The orthometric height was determined by differential leveling
 FC1310.and adjusted by the National Geodetic Survey in June 1991..
 FC1310
 FC1310.The geoid height was determined by GEOID03.
 FC1310
 FC1310.The dynamic height is computed by dividing the NAVD 88
 FC1310.geopotential number by the normal gravity value computed on the
 FC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1310.degrees latitude (g = 980.6199 gals.).
 FC1310
 FC1310.The modeled gravity was interpolated from observed gravity values.
 FC1310
 FC1310;                    North         East    Units  Estimated Accuracy
 FC1310;SPC TN       -    81,950.      624,350.      MT  (+/- 180 meters Scaled)
 FC1310
 FC1310                          SUPERSEDED SURVEY CONTROL
 FC1310
 FC1310  NGVD 29 (??/??/92)  196.381  (m)          644.29   (f) ADJ UNCH    2 0
 FC1310
 FC1310.Superseded values are not recommended for survey control.
 FC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1310.See file dsdata.txt to determine how the superseded data were derived.
 FC1310
 FC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD155817(NAD 83)
 FC1310_MARKER: DD = SURVEY DISK
 FC1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1310_STAMPING: 583.8
 FC1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1310+STABILITY: SURFACE MOTION
 FC1310
 FC1310  HISTORY     - Date     Condition        Report By
 FC1310  HISTORY     - UNK      MONUMENTED       TNDG
 FC1310  HISTORY     - 1962     GOOD             NGS
 FC1310
 FC1310                          STATION DESCRIPTION
 FC1310
 FC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1310'3.4 MI NW FROM DIXIE LEE.
 FC1310'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1310'IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS 41-64 FOR 3.45
 FC1310'MILES TO THE MARK SET 0.1 MILE NORTHWEST OF A BLACKTOP ROAD
 FC1310'LEADING WEST, 78.3 FEET SOUTHEAST OF C.R. ELLEMANS MAILBOX,
 FC1310'49.6 FEET SOUTHEAST OF A TELEPHONE POLE, 37 FEET SOUTHWEST OF
 FC1310'THE CENTER OF U.S. HIGHWAYS 41-64, 2.7 FEET NORTHEAST OF THE
 FC1310'HIGHWAY RIGHT-OF-WAY FENCE LINE, AND 1.1 FEET SOUTHEAST OF
 FC1310'A METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK
 FC1310'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT 1 FOOT
 FC1310'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1313 ***********************************************************************
 FC1313  DESIGNATION -  5839
 FC1313  PID         -  FC1313
 FC1313  STATE/COUNTY-  TN/MARION
 FC1313  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1313
 FC1313                         *CURRENT SURVEY CONTROL
 FC1313  ___________________________________________________________________
 FC1313* NAD 83(1986)-  35 04 59.     (N)    085 44 11.     (W)     SCALED    
 FC1313* NAVD 88     -       200.175  (meters)     656.74   (feet)  ADJUSTED  
 FC1313  ___________________________________________________________________
 FC1313  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1313  DYNAMIC HT  -         199.981 (meters)     656.10  (feet)  COMP
 FC1313  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 FC1313
 FC1313  VERT ORDER  -  SECOND    CLASS 0
 FC1313
 FC1313.The horizontal coordinates were scaled from a topographic map and have
 FC1313.an estimated accuracy of +/- 6 seconds.
 FC1313
 FC1313.The orthometric height was determined by differential leveling
 FC1313.and adjusted by the National Geodetic Survey in June 1991..
 FC1313
 FC1313.The geoid height was determined by GEOID03.
 FC1313
 FC1313.The dynamic height is computed by dividing the NAVD 88
 FC1313.geopotential number by the normal gravity value computed on the
 FC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1313.degrees latitude (g = 980.6199 gals.).
 FC1313
 FC1313.The modeled gravity was interpolated from observed gravity values.
 FC1313
 FC1313;                    North         East    Units  Estimated Accuracy
 FC1313;SPC TN       -    83,220.      624,040.      MT  (+/- 180 meters Scaled)
 FC1313
 FC1313                          SUPERSEDED SURVEY CONTROL
 FC1313
 FC1313  NGVD 29 (??/??/92)  200.177  (m)          656.75   (f) ADJ UNCH    2 0
 FC1313
 FC1313.Superseded values are not recommended for survey control.
 FC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1313.See file dsdata.txt to determine how the superseded data were derived.
 FC1313
 FC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD151829(NAD 83)
 FC1313_MARKER: DD = SURVEY DISK
 FC1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1313_STAMPING: 583.9
 FC1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1313+STABILITY: SURFACE MOTION
 FC1313
 FC1313  HISTORY     - Date     Condition        Report By
 FC1313  HISTORY     - UNK      MONUMENTED       TNDG
 FC1313  HISTORY     - 1962     GOOD             NGS
 FC1313
 FC1313                          STATION DESCRIPTION
 FC1313
 FC1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1313'4.4 MI NW FROM DIXIE LEE.
 FC1313'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1313'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1313'41-64 FOR 4.35 MILES TO THE MARK SET 0.2 MILE NORTH OF THE
 FC1313'BATTLE CREEK BAPTIST CHURCH, 148 FEET NORTH OF A TELEPHONE
 FC1313'POLE, 78 FEET SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 41-64
 FC1313'AND A PRIVATE DRIVEWAY, 39 FEET WEST OF THE CENTER OF THE
 FC1313'HIGHWAY, 2.3 FEET EAST OF A WIRE FENCE, AND 1.4 FEET EAST OF
 FC1313'A METAL WITNESS SIGN.  A TENNESSEE DIVISION OF GEOLOGY DISK
 FC1313'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH
 FC1313'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1764 ***********************************************************************
 GB1764  DESIGNATION -  584
 GB1764  PID         -  GB1764
 GB1764  STATE/COUNTY-  TN/PUTNAM
 GB1764  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1764
 GB1764                         *CURRENT SURVEY CONTROL
 GB1764  ___________________________________________________________________
 GB1764* NAD 83(1986)-  36 07 18.     (N)    085 46 43.     (W)     SCALED    
 GB1764* NAVD 88     -       177.399  (meters)     582.02   (feet)  ADJUSTED  
 GB1764  ___________________________________________________________________
 GB1764  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1764  DYNAMIC HT  -         177.244 (meters)     581.51  (feet)  COMP
 GB1764  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GB1764
 GB1764  VERT ORDER  -  SECOND    CLASS 0
 GB1764
 GB1764.The horizontal coordinates were scaled from a topographic map and have
 GB1764.an estimated accuracy of +/- 6 seconds.
 GB1764
 GB1764.The orthometric height was determined by differential leveling
 GB1764.and adjusted by the National Geodetic Survey in June 1991..
 GB1764
 GB1764.The geoid height was determined by GEOID03.
 GB1764
 GB1764.The dynamic height is computed by dividing the NAVD 88
 GB1764.geopotential number by the normal gravity value computed on the
 GB1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1764.degrees latitude (g = 980.6199 gals.).
 GB1764
 GB1764.The modeled gravity was interpolated from observed gravity values.
 GB1764
 GB1764;                    North         East    Units  Estimated Accuracy
 GB1764;SPC TN       -   198,440.      619,930.      MT  (+/- 180 meters Scaled)
 GB1764
 GB1764                          SUPERSEDED SURVEY CONTROL
 GB1764
 GB1764  NGVD 29 (??/??/92)  177.469  (m)          582.25   (f) ADJ UNCH    2 0
 GB1764
 GB1764.Superseded values are not recommended for survey control.
 GB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1764.See file dsdata.txt to determine how the superseded data were derived.
 GB1764
 GB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE099981(NAD 83)
 GB1764_MARKER: Q = CHISELED SQUARE
 GB1764_SETTING: 66 = SET IN ROCK OUTCROP
 GB1764_SP_SET: ROCK OUTCROP
 GB1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1764+STABILITY: POSITION/ELEVATION WELL
 GB1764
 GB1764  HISTORY     - Date     Condition        Report By
 GB1764  HISTORY     - UNK      MONUMENTED       USGS
 GB1764  HISTORY     - 1935     GOOD             NGS
 GB1764
 GB1764                          STATION DESCRIPTION
 GB1764
 GB1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1764'1.3 MI SE FROM BUFFALO VALLEY.
 GB1764'1.3 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1764'THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, 58 FEET WEST OF THE
 GB1764'INTERSECTION OF THE NORTH RAIL AND THE CENTERLINE OF A DIRT
 GB1764'ROAD, 9 FEET NORTH OF THE NORTH RAIL, ON THE TOP OF A LIMESTONE
 GB1764'OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0414 ***********************************************************************
 GC0414  DESIGNATION -  589
 GC0414  PID         -  GC0414
 GC0414  STATE/COUNTY-  TN/DAVIDSON
 GC0414  USGS QUAD   -  ANTIOCH (1983)
 GC0414
 GC0414                         *CURRENT SURVEY CONTROL
 GC0414  ___________________________________________________________________
 GC0414* NAD 83(1986)-  36 02 25.     (N)    086 37 59.     (W)     SCALED    
 GC0414* NAVD 88     -       179.791  (meters)     589.86   (feet)  ADJUSTED  
 GC0414  ___________________________________________________________________
 GC0414  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0414  DYNAMIC HT  -         179.637 (meters)     589.36  (feet)  COMP
 GC0414  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0414
 GC0414  VERT ORDER  -  FIRST     CLASS II
 GC0414
 GC0414.The horizontal coordinates were scaled from a topographic map and have
 GC0414.an estimated accuracy of +/- 6 seconds.
 GC0414
 GC0414.The orthometric height was determined by differential leveling
 GC0414.and adjusted by the National Geodetic Survey in June 1991..
 GC0414
 GC0414.The geoid height was determined by GEOID03.
 GC0414
 GC0414.The dynamic height is computed by dividing the NAVD 88
 GC0414.geopotential number by the normal gravity value computed on the
 GC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0414.degrees latitude (g = 980.6199 gals.).
 GC0414
 GC0414.The modeled gravity was interpolated from observed gravity values.
 GC0414
 GC0414;                    North         East    Units  Estimated Accuracy
 GC0414;SPC TN       -   189,570.      542,950.      MT  (+/- 180 meters Scaled)
 GC0414
 GC0414                          SUPERSEDED SURVEY CONTROL
 GC0414
 GC0414  NGVD 29 (??/??/92)  179.810  (m)          589.93   (f) ADJ UNCH    1 2
 GC0414
 GC0414.Superseded values are not recommended for survey control.
 GC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0414.See file dsdata.txt to determine how the superseded data were derived.
 GC0414
 GC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE330884(NAD 83)
 GC0414_MARKER: DD = SURVEY DISK
 GC0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0414_SP_SET: BRIDGE
 GC0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0414
 GC0414  HISTORY     - Date     Condition        Report By
 GC0414  HISTORY     - UNK      MONUMENTED       USGS
 GC0414  HISTORY     - 1952     GOOD             NGS
 GC0414
 GC0414                          STATION DESCRIPTION
 GC0414
 GC0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0414'3.4 MI NW FROM LA VERGNE.
 GC0414'3.35 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0414'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, RUTHERFORD COUNTY,
 GC0414'0.1 MILE SOUTHEAST OF THE ROAD CROSSING AND OLD STATION SITE
 GC0414'AT MOUNT VIEW, SET IN THE TOP OF THE NORTHEAST END OF THE
 GC0414'SOUTHWEST HEADWALL OF AN 8-FOOT CONCRETE BRIDGE UNDER TRACK,
 GC0414'14 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 6 FEET BELOW
 GC0414'THE TRACK.  MARK IS 2.85 MILES SOUTHEAST OF THE STATION AT
 GC0414'ANTIOCH, DAVIDSON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2593 ***********************************************************************
 AJ2593  DESIGNATION -  59
 AJ2593  PID         -  AJ2593
 AJ2593  STATE/COUNTY-  TN/SHELBY
 AJ2593  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2593
 AJ2593                         *CURRENT SURVEY CONTROL
 AJ2593  ___________________________________________________________________
 AJ2593* NAD 83(1995)-  35 14 12.13588(N)    089 55 33.27043(W)     ADJUSTED  
 AJ2593* NAVD 88     -        98.64   (meters)     323.6    (feet)  LEVELING  
 AJ2593  ___________________________________________________________________
 AJ2593  X           -       6,744.220 (meters)                     COMP
 AJ2593  Y           -  -5,215,373.882 (meters)                     COMP
 AJ2593  Z           -   3,659,388.354 (meters)                     COMP
 AJ2593  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ2593  ELLIP HEIGHT-          71.35  (meters)          (04/26/01) GPS OBS
 AJ2593  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2593
 AJ2593  HORZ ORDER  -  FIRST
 AJ2593  VERT ORDER  -  THIRD ?
 AJ2593  ELLP ORDER  -  FOURTH    CLASS I
 AJ2593
 AJ2593.The horizontal coordinates were established by GPS observations
 AJ2593.and adjusted by the National Geodetic Survey in April 2001..
 AJ2593
 AJ2593.The orthometric height was determined by differential leveling.
 AJ2593.The vertical network tie was performed by a horz. field party for horz.
 AJ2593.obs reductions. Reset procedures were used to establish the elevation.
 AJ2593
 AJ2593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2593
 AJ2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2593
 AJ2593.The ellipsoidal height was determined by GPS observations
 AJ2593.and is referenced to NAD 83.
 AJ2593
 AJ2593.The geoid height was determined by GEOID03.
 AJ2593
 AJ2593;                    North         East     Units Scale Factor Converg.
 AJ2593;SPC TN       -   107,396.027   242,741.111   MT  1.00000237   -2 17 54.2
 AJ2593;SPC TN       -   352,348.47    796,393.13   sFT  1.00000237   -2 17 54.2
 AJ2593;UTM  16      - 3,903,217.674   233,738.166   MT  1.00047380   -1 41 20.8
 AJ2593;UTM  15      - 3,903,625.548   779,750.958   MT  1.00056460   +1 46 29.2
 AJ2593
 AJ2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2593!SPC TN       -   0.99998880  x   1.00000237  =   0.99999117
 AJ2593!UTM  16      -   0.99998880  x   1.00047380  =   1.00046260
 AJ2593!UTM  15      -   0.99998880  x   1.00056460  =   1.00055339
 AJ2593
 AJ2593                          SUPERSEDED SURVEY CONTROL
 AJ2593
 AJ2593.No superseded survey control is available for this station.
 AJ2593
 AJ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3373803218(NAD 83)
 AJ2593_MARKER: DD = SURVEY DISK
 AJ2593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2593+WITH SETTING: INFORMATION.
 AJ2593_STAMPING: 059
 AJ2593_MARK LOGO: MLGW  
 AJ2593_PROJECTION: FLUSH
 AJ2593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2593+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 AJ2593_ROD/PIPE-DEPTH:  0.8 meters
 AJ2593
 AJ2593  HISTORY     - Date     Condition        Report By
 AJ2593  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2593  HISTORY     - 20021218 GOOD             TN1620
 AJ2593
 AJ2593                          STATION DESCRIPTION
 AJ2593
 AJ2593'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2593'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2593'APPROXIMATELY 1.95 MILES (3.14 KM) EAST OF DAVY CROCKETT CITY PARK IN
 AJ2593'THE RALEIGH COMMUNITY.
 AJ2593'TO REACH THE STATION FROM THE INTERSECTION OF ST.  ELMO ROAD AND
 AJ2593'RALEIGH-MILLINGTON ROAD PROCEED NORTH ON RALEIGH-MILLINGTON ROAD
 AJ2593'APPROXIMATELY 0.15 MILES (0.24 KM) TO THE STATION ON THE LEFT.
 AJ2593'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2593'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2593'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 495.00 FEET (150.88 M)
 AJ2593'SOUTH OF THE CENTERLINE OF TESSLAND ROAD, 82.00 FEET (24.99 M)
 AJ2593'SOUTHEAST OF THE SOUTHWEST LEG OF A HIGH RISE POWER LINE TOWER NO.
 AJ2593'2340, 64.50 FEET (19.66 M) WEST OF THE CENTERLINE OF
 AJ2593'RALEIGH-MILLINGTON ROAD, 39.00 FEET (11.89 M) SOUTHWEST OF A WOOD
 AJ2593'POWER POLE NO.  156201, 4.50 FEET (1.37 M) NORTH OF THE NORTH SIDE OF
 AJ2593'A DRIVEWAY APRON PROJECTED.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2593'THE GROUND.
 AJ2593
 AJ2593                          STATION RECOVERY (2002)
 AJ2593
 AJ2593'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0177 ***********************************************************************
 GC0177  DESIGNATION -  59 J
 GC0177  PID         -  GC0177
 GC0177  STATE/COUNTY-  TN/SMITH
 GC0177  USGS QUAD   -  ALEXANDRIA (1983)
 GC0177
 GC0177                         *CURRENT SURVEY CONTROL
 GC0177  ___________________________________________________________________
 GC0177* NAD 83(1986)-  36 07 03.     (N)    086 01 40.     (W)     SCALED    
 GC0177* NAVD 88     -       196.183  (meters)     643.64   (feet)  ADJUSTED  
 GC0177  ___________________________________________________________________
 GC0177  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0177  DYNAMIC HT  -         196.013 (meters)     643.09  (feet)  COMP
 GC0177  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GC0177
 GC0177  VERT ORDER  -  SECOND    CLASS 0
 GC0177
 GC0177.The horizontal coordinates were scaled from a topographic map and have
 GC0177.an estimated accuracy of +/- 6 seconds.
 GC0177
 GC0177.The orthometric height was determined by differential leveling
 GC0177.and adjusted by the National Geodetic Survey in June 1991..
 GC0177
 GC0177.The geoid height was determined by GEOID03.
 GC0177
 GC0177.The dynamic height is computed by dividing the NAVD 88
 GC0177.geopotential number by the normal gravity value computed on the
 GC0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0177.degrees latitude (g = 980.6199 gals.).
 GC0177
 GC0177.The modeled gravity was interpolated from observed gravity values.
 GC0177
 GC0177;                    North         East    Units  Estimated Accuracy
 GC0177;SPC TN       -   197,950.      597,500.      MT  (+/- 180 meters Scaled)
 GC0177
 GC0177                          SUPERSEDED SURVEY CONTROL
 GC0177
 GC0177  NGVD 29 (??/??/92)  196.239  (m)          643.83   (f) ADJ UNCH    2 0
 GC0177
 GC0177.Superseded values are not recommended for survey control.
 GC0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0177.See file dsdata.txt to determine how the superseded data were derived.
 GC0177
 GC0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE874974(NAD 83)
 GC0177_MARKER: DD = SURVEY DISK
 GC0177_SETTING: 66 = SET IN ROCK OUTCROP
 GC0177_SP_SET: ROCK LEDGE
 GC0177_STAMPING: 59 J
 GC0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0177+STABILITY: POSITION/ELEVATION WELL
 GC0177
 GC0177  HISTORY     - Date     Condition        Report By
 GC0177  HISTORY     - UNK      MONUMENTED       USGS
 GC0177  HISTORY     - 1937     GOOD             NGS
 GC0177
 GC0177                          STATION DESCRIPTION
 GC0177
 GC0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GC0177'AT NORTH ALEXANDRIA.
 GC0177'AT NORTH ALEXANDRIA, SMITH COUNTY, 59 YARDS WEST OF THE WEST
 GC0177'END OF THE TENNESSEE CENTRAL RAILWAY STATION, 12 FEET EAST OF
 GC0177'THE CENTERLINE OF STATE HIGHWAY 53, IN THE TOP OF A ROCK LEDGE,
 GC0177'18 FEET NORTH OF THE NORTH RAIL, AND 3 FEET HIGHER THAN THE
 GC0177'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GC0177'59 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0470 ***********************************************************************
 FD0470  DESIGNATION -  595
 FD0470  PID         -  FD0470
 FD0470  STATE/COUNTY-  TN/MAURY
 FD0470  USGS QUAD   -  GLENDALE (1981)
 FD0470
 FD0470                         *CURRENT SURVEY CONTROL
 FD0470  ___________________________________________________________________
 FD0470* NAD 83(1986)-  35 33 51.     (N)    086 57 54.     (W)     SCALED    
 FD0470* NAVD 88     -       180.465  (meters)     592.08   (feet)  ADJUSTED  
 FD0470  ___________________________________________________________________
 FD0470  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0470  DYNAMIC HT  -         180.305 (meters)     591.55  (feet)  COMP
 FD0470  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 FD0470
 FD0470  VERT ORDER  -  FIRST     CLASS II
 FD0470
 FD0470.The horizontal coordinates were scaled from a topographic map and have
 FD0470.an estimated accuracy of +/- 6 seconds.
 FD0470
 FD0470.The orthometric height was determined by differential leveling
 FD0470.and adjusted by the National Geodetic Survey in June 1991..
 FD0470
 FD0470.The geoid height was determined by GEOID03.
 FD0470
 FD0470.The dynamic height is computed by dividing the NAVD 88
 FD0470.geopotential number by the normal gravity value computed on the
 FD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0470.degrees latitude (g = 980.6199 gals.).
 FD0470
 FD0470.The modeled gravity was interpolated from observed gravity values.
 FD0470
 FD0470;                    North         East    Units  Estimated Accuracy
 FD0470;SPC TN       -   136,990.      512,520.      MT  (+/- 180 meters Scaled)
 FD0470
 FD0470                          SUPERSEDED SURVEY CONTROL
 FD0470
 FD0470  NGVD 29 (??/??/92)  180.449  (m)          592.02   (f) ADJ UNCH    1 2
 FD0470
 FD0470.Superseded values are not recommended for survey control.
 FD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0470.See file dsdata.txt to determine how the superseded data were derived.
 FD0470
 FD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE031356(NAD 83)
 FD0470_MARKER: DB = BENCH MARK DISK
 FD0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0470_SP_SET: BRIDGE
 FD0470_STAMPING: 595 NASHVILLE 1899
 FD0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0470
 FD0470  HISTORY     - Date     Condition        Report By
 FD0470  HISTORY     - 1899     MONUMENTED       USGS
 FD0470  HISTORY     - 1949     GOOD             NGS
 FD0470
 FD0470                          STATION DESCRIPTION
 FD0470
 FD0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0470'6.2 MI SE FROM COLUMBIA.
 FD0470'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE COURT HOUSE AT
 FD0470'COLUMBIA, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG A ROAD FOLLOWING
 FD0470'THE OLD ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST.
 FD0470'LOUIS RAILWAY, ABOUT 1.5 MILES NORTHWEST OF THE ROAD CROSSING
 FD0470'AND STORE AT HILL, AT OLD RAILWAY BRIDGE NO. 80.9, SET IN THE
 FD0470'TOP OF THE NORTHEAST END OF THE NORTHWEST STONE ABUTMENT OF STEEL
 FD0470'BRIDGE OVER FOUNTAIN CREEK, 12 FEET NORTHEAST OF THE CENTER OF THE
 FD0470'ROAD AND 6 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2558 ***********************************************************************
 AJ2558  DESIGNATION -  6
 AJ2558  PID         -  AJ2558
 AJ2558  STATE/COUNTY-  TN/SHELBY
 AJ2558  USGS QUAD   -  DRUMMONDS (1983)
 AJ2558
 AJ2558                         *CURRENT SURVEY CONTROL
 AJ2558  ___________________________________________________________________
 AJ2558* NAD 83(1995)-  35 23 16.13462(N)    089 52 47.50946(W)     ADJUSTED  
 AJ2558* NAVD 88     -        92.0    (meters)     302.     (feet)  GPS OBS   
 AJ2558  ___________________________________________________________________
 AJ2558  X           -      10,915.127 (meters)                     COMP
 AJ2558  Y           -  -5,205,670.465 (meters)                     COMP
 AJ2558  Z           -   3,673,065.279 (meters)                     COMP
 AJ2558  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AJ2558  ELLIP HEIGHT-          64.71  (meters)          (04/26/01) GPS OBS
 AJ2558  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2558
 AJ2558  HORZ ORDER  -  FIRST
 AJ2558  ELLP ORDER  -  FOURTH    CLASS I
 AJ2558
 AJ2558.The horizontal coordinates were established by GPS observations
 AJ2558.and adjusted by the National Geodetic Survey in April 2001..
 AJ2558
 AJ2558.The orthometric height was determined by GPS observations and a
 AJ2558.high-resolution geoid model.
 AJ2558
 AJ2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2558
 AJ2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2558
 AJ2558.The ellipsoidal height was determined by GPS observations
 AJ2558.and is referenced to NAD 83.
 AJ2558
 AJ2558.The geoid height was determined by GEOID03.
 AJ2558
 AJ2558;                    North         East     Units Scale Factor Converg.
 AJ2558;SPC TN       -   123,980.768   247,593.442   MT  0.99997854   -2 16 17.1
 AJ2558;SPC TN       -   406,760.24    812,312.82   sFT  0.99997854   -2 16 17.1
 AJ2558;UTM  16      - 3,919,860.603   238,417.014   MT  1.00044333   -1 40 07.3
 AJ2558
 AJ2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2558!SPC TN       -   0.99998984  x   0.99997854  =   0.99996838
 AJ2558!UTM  16      -   0.99998984  x   1.00044333  =   1.00043317
 AJ2558
 AJ2558                          SUPERSEDED SURVEY CONTROL
 AJ2558
 AJ2558.No superseded survey control is available for this station.
 AJ2558
 AJ2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3841719861(NAD 83)
 AJ2558_MARKER: DD = SURVEY DISK
 AJ2558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2558+WITH SETTING: INFORMATION.
 AJ2558_STAMPING: 006
 AJ2558_MARK LOGO: MLGW  
 AJ2558_PROJECTION: FLUSH
 AJ2558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2558+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2558_ROD/PIPE-DEPTH:  0.8 meters
 AJ2558
 AJ2558  HISTORY     - Date     Condition        Report By
 AJ2558  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2558
 AJ2558                          STATION DESCRIPTION
 AJ2558
 AJ2558'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2558'THE STATION IS LOCATED IN NORTH SHELBY COUNTY APPROXIMATELY 1.25 MILES
 AJ2558'(2.01 KM) NORTH OF MILLINGTON TENNESSEE IN THE KERRVILLE COMMUNITY.
 AJ2558'TO REACH THE STATION FROM THE INTERSECTION OF THE SHELBY-TIPTON COUNTY
 AJ2558'LINE AND HIGHWAY 51, PROCEED SOUTH ON HIGHWAY 51 (HWY-51)
 AJ2558'APPROXIMATELY 0.10 MILE (0.16 KM) TO WALKER EVANDNER ROAD.  TURN RIGHT
 AJ2558'AND GO NORTH ON WALKER EVANDNER ROAD FOR 0.20 MILES (0.32 KM) TO
 AJ2558'WALKER ROAD.  TURN LEFT AND PROCEED WEST ON WALKER ROAD FOR 0.80 MILES
 AJ2558'(1.29 KM) .  THE STATION IS ON THE LEFT.
 AJ2558'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2558'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2558'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 421.00 FEET (128.32 M)
 AJ2558'EAST OF THE CENTER OF A BRIDGE OVER FORK CREEK DRAINAGE CANAL (BRIDGE
 AJ2558'NO 79-0124-0.59) 29.00 FEET (8.84 M) SOUTH OF THE CENTERLINE OF WALKER
 AJ2558'ROAD.  THERE ARE TWO YELLOW CARSONITE MARKERS GUARDING STATION.  THE
 AJ2558'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0092 ***********************************************************************
 GC0092  DESIGNATION -  6 1
 GC0092  PID         -  GC0092
 GC0092  STATE/COUNTY-  TN/SUMNER
 GC0092  USGS QUAD   -  WESTMORELAND (1979)
 GC0092
 GC0092                         *CURRENT SURVEY CONTROL
 GC0092  ___________________________________________________________________
 GC0092* NAD 83(1986)-  36 36 59.     (N)    086 14 06.     (W)     SCALED    
 GC0092* NAVD 88     -       221.722  (meters)     727.43   (feet)  ADJUSTED  
 GC0092  ___________________________________________________________________
 GC0092  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0092  DYNAMIC HT  -         221.543 (meters)     726.85  (feet)  COMP
 GC0092  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GC0092
 GC0092  VERT ORDER  -  SECOND    CLASS 0
 GC0092
 GC0092.The horizontal coordinates were scaled from a topographic map and have
 GC0092.an estimated accuracy of +/- 6 seconds.
 GC0092
 GC0092.The orthometric height was determined by differential leveling
 GC0092.and adjusted by the National Geodetic Survey in June 1991..
 GC0092
 GC0092.The geoid height was determined by GEOID03.
 GC0092
 GC0092.The dynamic height is computed by dividing the NAVD 88
 GC0092.geopotential number by the normal gravity value computed on the
 GC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0092.degrees latitude (g = 980.6199 gals.).
 GC0092
 GC0092.The modeled gravity was interpolated from observed gravity values.
 GC0092
 GC0092;                    North         East    Units  Estimated Accuracy
 GC0092;SPC TN       -   253,340.      578,980.      MT  (+/- 180 meters Scaled)
 GC0092
 GC0092                          SUPERSEDED SURVEY CONTROL
 GC0092
 GC0092  NGVD 29 (??/??/92)  221.825  (m)          727.77   (f) ADJ UNCH    2 0
 GC0092
 GC0092.Superseded values are not recommended for survey control.
 GC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0092.See file dsdata.txt to determine how the superseded data were derived.
 GC0092
 GC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF684525(NAD 83)
 GC0092_MARKER: DB = BENCH MARK DISK
 GC0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0092_STAMPING: 6-1 1961
 GC0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0092+STABILITY: SURFACE MOTION
 GC0092
 GC0092  HISTORY     - Date     Condition        Report By
 GC0092  HISTORY     - 1961     MONUMENTED       TNHD
 GC0092
 GC0092                          STATION DESCRIPTION
 GC0092
 GC0092'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0092'6.4 MI N FROM WESTMORELAND.
 GC0092'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0092'4.85 MILES NORTH ALONG PLEASANT GROVE ROAD TO A GRAVEL ROAD
 GC0092'LEFT.  TURN LEFT AND PROCEED 1.1 MILE TO A GRAVEL ROAD LEFT.
 GC0092'TURN LEFT AND CONTINUE 0.4 MILE TO A CEMETERY ON RIGHT.  MARK
 GC0092'IS LOCATED AT THE SOUTHEAST CORNER OF CEMETERY, 62 FEET WEST OF
 GC0092'CENTERLINE OF GRAVEL ROAD, 37 FEET SOUTHEAST OF A 30 INCH MAPLE
 GC0092'TREE AND 2.1 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 GC0092'STANDARD TENNESSEE BENCH MARK IN A 10 INCH CONCRETE POST ABOUT
 GC0092'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0326 ***********************************************************************
 GC0326  DESIGNATION -  6 10
 GC0326  PID         -  GC0326
 GC0326  STATE/COUNTY-  TN/SUMNER
 GC0326  USGS QUAD   -  BETHPAGE (1994)
 GC0326
 GC0326                         *CURRENT SURVEY CONTROL
 GC0326  ___________________________________________________________________
 GC0326* NAD 83(1986)-  36 27 41.     (N)    086 20 27.     (W)     SCALED    
 GC0326* NAVD 88     -       174.414  (meters)     572.22   (feet)  ADJUSTED  
 GC0326  ___________________________________________________________________
 GC0326  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0326  DYNAMIC HT  -         174.275 (meters)     571.77  (feet)  COMP
 GC0326  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GC0326
 GC0326  VERT ORDER  -  SECOND    CLASS 0
 GC0326
 GC0326.The horizontal coordinates were scaled from a topographic map and have
 GC0326.an estimated accuracy of +/- 6 seconds.
 GC0326
 GC0326.The orthometric height was determined by differential leveling
 GC0326.and adjusted by the National Geodetic Survey in June 1991..
 GC0326
 GC0326.The geoid height was determined by GEOID03.
 GC0326
 GC0326.The dynamic height is computed by dividing the NAVD 88
 GC0326.geopotential number by the normal gravity value computed on the
 GC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0326.degrees latitude (g = 980.6199 gals.).
 GC0326
 GC0326.The modeled gravity was interpolated from observed gravity values.
 GC0326
 GC0326;                    North         East    Units  Estimated Accuracy
 GC0326;SPC TN       -   236,170.      569,450.      MT  (+/- 180 meters Scaled)
 GC0326
 GC0326                          SUPERSEDED SURVEY CONTROL
 GC0326
 GC0326  NGVD 29 (??/??/92)  174.498  (m)          572.50   (f) ADJ UNCH    2 0
 GC0326
 GC0326.Superseded values are not recommended for survey control.
 GC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0326.See file dsdata.txt to determine how the superseded data were derived.
 GC0326
 GC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF590353(NAD 83)
 GC0326_MARKER: DD = SURVEY DISK
 GC0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0326_STAMPING: 6-10 1961
 GC0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0326+STABILITY: SURFACE MOTION
 GC0326
 GC0326  HISTORY     - Date     Condition        Report By
 GC0326  HISTORY     - 1961     MONUMENTED       TNHD
 GC0326
 GC0326                          STATION DESCRIPTION
 GC0326
 GC0326'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0326'2.3 MI S FROM BETHPAGE.
 GC0326'FROM THE POST OFFICE AT BETHPAGE, GO SOUTH ON U.S. HIGHWAY 31E
 GC0326'FOR 2.3 MILES TO A CEMETERY ON THE RIGHT.  THE MARK IS LOCATED
 GC0326'AT THE SOUTHEAST CORNER OF THE CEMETERY, 33 FEET NORTHWEST OF THE
 GC0326'CENTERLINE OF U.S. HIGHWAY 31E, 4 FEET SOUTH OF A 12-INCH WALNUT
 GC0326'TREE, 26 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, AND 1.4 FEET
 GC0326'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0326'BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0326'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0333 ***********************************************************************
 GC0333  DESIGNATION -  6 11
 GC0333  PID         -  GC0333
 GC0333  STATE/COUNTY-  TN/SUMNER
 GC0333  USGS QUAD   -  GALLATIN (1983)
 GC0333
 GC0333                         *CURRENT SURVEY CONTROL
 GC0333  ___________________________________________________________________
 GC0333* NAD 83(1986)-  36 25 53.     (N)    086 22 44.     (W)     SCALED    
 GC0333* NAVD 88     -       167.436  (meters)     549.33   (feet)  ADJUSTED  
 GC0333  ___________________________________________________________________
 GC0333  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0333  DYNAMIC HT  -         167.301 (meters)     548.89  (feet)  COMP
 GC0333  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GC0333
 GC0333  VERT ORDER  -  SECOND    CLASS 0
 GC0333
 GC0333.The horizontal coordinates were scaled from a topographic map and have
 GC0333.an estimated accuracy of +/- 6 seconds.
 GC0333
 GC0333.The orthometric height was determined by differential leveling
 GC0333.and adjusted by the National Geodetic Survey in June 1991..
 GC0333
 GC0333.The geoid height was determined by GEOID03.
 GC0333
 GC0333.The dynamic height is computed by dividing the NAVD 88
 GC0333.geopotential number by the normal gravity value computed on the
 GC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0333.degrees latitude (g = 980.6199 gals.).
 GC0333
 GC0333.The modeled gravity was interpolated from observed gravity values.
 GC0333
 GC0333;                    North         East    Units  Estimated Accuracy
 GC0333;SPC TN       -   232,850.      566,030.      MT  (+/- 180 meters Scaled)
 GC0333
 GC0333                          SUPERSEDED SURVEY CONTROL
 GC0333
 GC0333  NGVD 29 (??/??/92)  167.518  (m)          549.60   (f) ADJ UNCH    2 0
 GC0333
 GC0333.Superseded values are not recommended for survey control.
 GC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0333.See file dsdata.txt to determine how the superseded data were derived.
 GC0333
 GC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF556319(NAD 83)
 GC0333_MARKER: DD = SURVEY DISK
 GC0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0333_STAMPING: 6-11 1961
 GC0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0333+STABILITY: SURFACE MOTION
 GC0333
 GC0333  HISTORY     - Date     Condition        Report By
 GC0333  HISTORY     - 1961     MONUMENTED       TNHD
 GC0333
 GC0333                          STATION DESCRIPTION
 GC0333
 GC0333'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0333'5.1 MI N FROM GALLATIN.
 GC0333'FROM THE COURTHOUSE IN GALLATIN, GO NORTH ON U.S. HIGHWAY 31E FOR
 GC0333'5.1 MILES TO A GRAVELED ROAD RIGHT.  THE MARK IS 34 FEET NORTH
 GC0333'OF CENTERLINE OF GRAVEL ROAD, 1.5 FEET WEST OF A NORTH-SOUTH
 GC0333'WOVEN WIRE FENCE, 19 FEET NORTH OF A TELEPHONE POLE, 48 FEET EAST
 GC0333'OF THE CENTERLINE OF U.S. HIGHWAY 31E, AND 1.2 FEET WEST OF A
 GC0333'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE BENCH MARK SET IN
 GC0333'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0338 ***********************************************************************
 GC0338  DESIGNATION -  6 12
 GC0338  PID         -  GC0338
 GC0338  STATE/COUNTY-  TN/SUMNER
 GC0338  USGS QUAD   -  GALLATIN (1983)
 GC0338
 GC0338                         *CURRENT SURVEY CONTROL
 GC0338  ___________________________________________________________________
 GC0338* NAD 83(1986)-  36 24 21.     (N)    086 25 08.     (W)     SCALED    
 GC0338* NAVD 88     -       185.937  (meters)     610.03   (feet)  ADJUSTED  
 GC0338  ___________________________________________________________________
 GC0338  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0338  DYNAMIC HT  -         185.785 (meters)     609.53  (feet)  COMP
 GC0338  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GC0338
 GC0338  VERT ORDER  -  SECOND    CLASS 0
 GC0338
 GC0338.The horizontal coordinates were scaled from a topographic map and have
 GC0338.an estimated accuracy of +/- 6 seconds.
 GC0338
 GC0338.The orthometric height was determined by differential leveling
 GC0338.and adjusted by the National Geodetic Survey in June 1991..
 GC0338
 GC0338.The geoid height was determined by GEOID03.
 GC0338
 GC0338.The dynamic height is computed by dividing the NAVD 88
 GC0338.geopotential number by the normal gravity value computed on the
 GC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0338.degrees latitude (g = 980.6199 gals.).
 GC0338
 GC0338.The modeled gravity was interpolated from observed gravity values.
 GC0338
 GC0338;                    North         East    Units  Estimated Accuracy
 GC0338;SPC TN       -   230,030.      562,430.      MT  (+/- 180 meters Scaled)
 GC0338
 GC0338                          SUPERSEDED SURVEY CONTROL
 GC0338
 GC0338  NGVD 29 (??/??/92)  186.015  (m)          610.28   (f) ADJ UNCH    2 0
 GC0338
 GC0338.Superseded values are not recommended for survey control.
 GC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0338.See file dsdata.txt to determine how the superseded data were derived.
 GC0338
 GC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF521291(NAD 83)
 GC0338_MARKER: DD = SURVEY DISK
 GC0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0338_STAMPING: 6-12 1961
 GC0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0338+STABILITY: SURFACE MOTION
 GC0338
 GC0338  HISTORY     - Date     Condition        Report By
 GC0338  HISTORY     - 1961     MONUMENTED       TNHD
 GC0338
 GC0338                          STATION DESCRIPTION
 GC0338
 GC0338'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0338'2.2 MI N FROM GALLATIN.
 GC0338'FROM THE COURTHOUSE IN GALLATIN, GO NORTH ON U.S. HIGHWAY 31E FOR
 GC0338'2.2 MILES TO THE MARK ON THE LEFT.  THE MARK IS 2.2 FEET SOUTHWEST
 GC0338'OF A TELEPHONE POLE, 4.6 FEET SOUTHEAST OF A WOVEN WIRE FENCE
 GC0338'RUNNING NORTHEAST-SOUTHWEST, 20.5 FEET NORTHWEST OF THE CENTERLINE
 GC0338'OF U.S. HIGHWAY 31E, 27 YARDS WEST OF THE WEST CORNER OF A ROCK
 GC0338'AND CONCRETE BLOCK CAFE AND 4.1 FEET SOUTHEAST OF A WITNESS
 GC0338'POST.  THE MARK IS A STANDARD TENNESSEE BENCH MARK SET IN TOP OF A
 GC0338'10-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0343 ***********************************************************************
 GC0343  DESIGNATION -  6 13
 GC0343  PID         -  GC0343
 GC0343  STATE/COUNTY-  TN/SUMNER
 GC0343  USGS QUAD   -  GALLATIN (1983)
 GC0343
 GC0343                         *CURRENT SURVEY CONTROL
 GC0343  ___________________________________________________________________
 GC0343* NAD 83(1986)-  36 22 43.     (N)    086 28 04.     (W)     SCALED    
 GC0343* NAVD 88     -       154.876  (meters)     508.12   (feet)  ADJUSTED  
 GC0343  ___________________________________________________________________
 GC0343  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0343  DYNAMIC HT  -         154.748 (meters)     507.70  (feet)  COMP
 GC0343  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GC0343
 GC0343  VERT ORDER  -  SECOND    CLASS 0
 GC0343
 GC0343.The horizontal coordinates were scaled from a topographic map and have
 GC0343.an estimated accuracy of +/- 6 seconds.
 GC0343
 GC0343.The orthometric height was determined by differential leveling
 GC0343.and adjusted by the National Geodetic Survey in June 1991..
 GC0343
 GC0343.The geoid height was determined by GEOID03.
 GC0343
 GC0343.The dynamic height is computed by dividing the NAVD 88
 GC0343.geopotential number by the normal gravity value computed on the
 GC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0343.degrees latitude (g = 980.6199 gals.).
 GC0343
 GC0343.The modeled gravity was interpolated from observed gravity values.
 GC0343
 GC0343;                    North         East    Units  Estimated Accuracy
 GC0343;SPC TN       -   227,030.      558,030.      MT  (+/- 180 meters Scaled)
 GC0343
 GC0343                          SUPERSEDED SURVEY CONTROL
 GC0343
 GC0343  NGVD 29 (??/??/92)  154.952  (m)          508.37   (f) ADJ UNCH    2 0
 GC0343
 GC0343.Superseded values are not recommended for survey control.
 GC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0343.See file dsdata.txt to determine how the superseded data were derived.
 GC0343
 GC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF477260(NAD 83)
 GC0343_MARKER: DD = SURVEY DISK
 GC0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0343_SP_SET: CULVERT
 GC0343_STAMPING: 6-13 1961
 GC0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0343
 GC0343  HISTORY     - Date     Condition        Report By
 GC0343  HISTORY     - 1961     MONUMENTED       TNHD
 GC0343
 GC0343                          STATION DESCRIPTION
 GC0343
 GC0343'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0343'1.4 MI SW FROM GALLATIN.
 GC0343'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0343'FOR 1.35 MILES TO A CONCRETE CULVERT ON THE RIGHT.  THE MARK IS A
 GC0343'STANDARD TENNESSEE BENCH MARK LOCATED IN THE NORTHWEST HEADWALL OF
 GC0343'THE CULVERT, CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST END OF
 GC0343'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0754 ***********************************************************************
 GC0754  DESIGNATION -  6 14
 GC0754  PID         -  GC0754
 GC0754  STATE/COUNTY-  TN/SUMNER
 GC0754  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0754
 GC0754                         *CURRENT SURVEY CONTROL
 GC0754  ___________________________________________________________________
 GC0754* NAD 83(1986)-  36 21 15.     (N)    086 30 23.     (W)     SCALED    
 GC0754* NAVD 88     -       149.924  (meters)     491.88   (feet)  ADJUSTED  
 GC0754  ___________________________________________________________________
 GC0754  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0754  DYNAMIC HT  -         149.799 (meters)     491.47  (feet)  COMP
 GC0754  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0754
 GC0754  VERT ORDER  -  SECOND    CLASS 0
 GC0754
 GC0754.The horizontal coordinates were scaled from a topographic map and have
 GC0754.an estimated accuracy of +/- 6 seconds.
 GC0754
 GC0754.The orthometric height was determined by differential leveling
 GC0754.and adjusted by the National Geodetic Survey in June 1991..
 GC0754
 GC0754.The geoid height was determined by GEOID03.
 GC0754
 GC0754.The dynamic height is computed by dividing the NAVD 88
 GC0754.geopotential number by the normal gravity value computed on the
 GC0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0754.degrees latitude (g = 980.6199 gals.).
 GC0754
 GC0754.The modeled gravity was interpolated from observed gravity values.
 GC0754
 GC0754;                    North         East    Units  Estimated Accuracy
 GC0754;SPC TN       -   224,330.      554,550.      MT  (+/- 180 meters Scaled)
 GC0754
 GC0754                          SUPERSEDED SURVEY CONTROL
 GC0754
 GC0754  NGVD 29 (??/??/92)  149.996  (m)          492.11   (f) ADJ UNCH    2 0
 GC0754
 GC0754.Superseded values are not recommended for survey control.
 GC0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0754.See file dsdata.txt to determine how the superseded data were derived.
 GC0754
 GC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF442233(NAD 83)
 GC0754_MARKER: DD = SURVEY DISK
 GC0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0754_SP_SET: CULVERT
 GC0754_STAMPING: 6-14 1961
 GC0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0754
 GC0754  HISTORY     - Date     Condition        Report By
 GC0754  HISTORY     - 1961     MONUMENTED       TNHD
 GC0754
 GC0754                          STATION DESCRIPTION
 GC0754
 GC0754'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0754'4.2 MI SW FROM GALLATIN.
 GC0754'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0754'FOR 4.29 MILES TO A CONCRETE CULVERT ON THE RIGHT.  THE MARK IS 52
 GC0754'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 36 FEET
 GC0754'SOUTHEAST OF A TELEPHONE POLE, 12.5 FEET EAST OF A WOVEN WIRE FENCE
 GC0754'AND 60 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MARK IS A
 GC0754'STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE, 6 INCHES
 GC0754'FROM THE NORTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0755 ***********************************************************************
 GC0755  DESIGNATION -  6 15
 GC0755  PID         -  GC0755
 GC0755  STATE/COUNTY-  TN/SUMNER
 GC0755  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0755
 GC0755                         *CURRENT SURVEY CONTROL
 GC0755  ___________________________________________________________________
 GC0755* NAD 83(1986)-  36 20 48.     (N)    086 31 20.     (W)     SCALED    
 GC0755* NAVD 88     -       138.045  (meters)     452.90   (feet)  ADJUSTED  
 GC0755  ___________________________________________________________________
 GC0755  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0755  DYNAMIC HT  -         137.930 (meters)     452.53  (feet)  COMP
 GC0755  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC0755
 GC0755  VERT ORDER  -  SECOND    CLASS 0
 GC0755
 GC0755.The horizontal coordinates were scaled from a topographic map and have
 GC0755.an estimated accuracy of +/- 6 seconds.
 GC0755
 GC0755.The orthometric height was determined by differential leveling
 GC0755.and adjusted by the National Geodetic Survey in June 1991..
 GC0755
 GC0755.The geoid height was determined by GEOID03.
 GC0755
 GC0755.The dynamic height is computed by dividing the NAVD 88
 GC0755.geopotential number by the normal gravity value computed on the
 GC0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0755.degrees latitude (g = 980.6199 gals.).
 GC0755
 GC0755.The modeled gravity was interpolated from observed gravity values.
 GC0755
 GC0755;                    North         East    Units  Estimated Accuracy
 GC0755;SPC TN       -   223,510.      553,120.      MT  (+/- 180 meters Scaled)
 GC0755
 GC0755                          SUPERSEDED SURVEY CONTROL
 GC0755
 GC0755  NGVD 29 (??/??/92)  138.116  (m)          453.14   (f) ADJ UNCH    2 0
 GC0755
 GC0755.Superseded values are not recommended for survey control.
 GC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0755.See file dsdata.txt to determine how the superseded data were derived.
 GC0755
 GC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF428225(NAD 83)
 GC0755_MARKER: DD = SURVEY DISK
 GC0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0755_STAMPING: 6-15 1961
 GC0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0755+STABILITY: SURFACE MOTION
 GC0755
 GC0755  HISTORY     - Date     Condition        Report By
 GC0755  HISTORY     - 1961     MONUMENTED       TNHD
 GC0755
 GC0755                          STATION DESCRIPTION
 GC0755
 GC0755'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0755'5.3 MI SW FROM GALLATIN.
 GC0755'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY
 GC0755'31E FOR 5.3 MILES TO A DRIVEWAY ON THE LEFT.  THE MARK IS 26 FEET
 GC0755'WEST OF THE CENTERLINE OF THE DRIVEWAY, 75 FEET EAST OF THE
 GC0755'CENTERLINE OF U.S. HIGHWAY 31E, 10.5 FEET EAST OF A TELEPHONE
 GC0755'POLE AND 2.5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A
 GC0755'STANDARD TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0755'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0760 ***********************************************************************
 GC0760  DESIGNATION -  6 16
 GC0760  PID         -  GC0760
 GC0760  STATE/COUNTY-  TN/SUMNER
 GC0760  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0760
 GC0760                         *CURRENT SURVEY CONTROL
 GC0760  ___________________________________________________________________
 GC0760* NAD 83(1986)-  36 20 09.     (N)    086 32 41.     (W)     SCALED    
 GC0760* NAVD 88     -       174.315  (meters)     571.90   (feet)  ADJUSTED  
 GC0760  ___________________________________________________________________
 GC0760  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0760  DYNAMIC HT  -         174.169 (meters)     571.42  (feet)  COMP
 GC0760  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GC0760
 GC0760  VERT ORDER  -  SECOND    CLASS 0
 GC0760
 GC0760.The horizontal coordinates were scaled from a topographic map and have
 GC0760.an estimated accuracy of +/- 6 seconds.
 GC0760
 GC0760.The orthometric height was determined by differential leveling
 GC0760.and adjusted by the National Geodetic Survey in June 1991..
 GC0760
 GC0760.The geoid height was determined by GEOID03.
 GC0760
 GC0760.The dynamic height is computed by dividing the NAVD 88
 GC0760.geopotential number by the normal gravity value computed on the
 GC0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0760.degrees latitude (g = 980.6199 gals.).
 GC0760
 GC0760.The modeled gravity was interpolated from observed gravity values.
 GC0760
 GC0760;                    North         East    Units  Estimated Accuracy
 GC0760;SPC TN       -   222,320.      551,100.      MT  (+/- 180 meters Scaled)
 GC0760
 GC0760                          SUPERSEDED SURVEY CONTROL
 GC0760
 GC0760  NGVD 29 (??/??/92)  174.383  (m)          572.12   (f) ADJ UNCH    2 0
 GC0760
 GC0760.Superseded values are not recommended for survey control.
 GC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0760.See file dsdata.txt to determine how the superseded data were derived.
 GC0760
 GC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF408212(NAD 83)
 GC0760_MARKER: DD = SURVEY DISK
 GC0760_SETTING: 66 = SET IN ROCK OUTCROP
 GC0760_SP_SET: BEDROCK
 GC0760_STAMPING: 6-16 1961
 GC0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0760+STABILITY: POSITION/ELEVATION WELL
 GC0760
 GC0760  HISTORY     - Date     Condition        Report By
 GC0760  HISTORY     - 1961     MONUMENTED       TNHD
 GC0760
 GC0760                          STATION DESCRIPTION
 GC0760
 GC0760'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0760'6.8 MI SW FROM GALLATIN.
 GC0760'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY
 GC0760'31E FOR 6.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 50
 GC0760'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 31E, 20 FEET
 GC0760'SOUTHWEST OF A TELEPHONE POLE, 18 FEET SOUTH OF AN ALUMINUM
 GC0760'RAIL FENCE AND WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0760'BENCH MARK CEMENTED IN A DRILLED HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0765 ***********************************************************************
 GC0765  DESIGNATION -  6 17
 GC0765  PID         -  GC0765
 GC0765  STATE/COUNTY-  TN/SUMNER
 GC0765  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0765
 GC0765                         *CURRENT SURVEY CONTROL
 GC0765  ___________________________________________________________________
 GC0765* NAD 83(1986)-  36 19 18.     (N)    086 34 27.     (W)     SCALED    
 GC0765* NAVD 88     -       148.201  (meters)     486.22   (feet)  ADJUSTED  
 GC0765  ___________________________________________________________________
 GC0765  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0765  DYNAMIC HT  -         148.077 (meters)     485.82  (feet)  COMP
 GC0765  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GC0765
 GC0765  VERT ORDER  -  SECOND    CLASS 0
 GC0765
 GC0765.The horizontal coordinates were scaled from a topographic map and have
 GC0765.an estimated accuracy of +/- 6 seconds.
 GC0765
 GC0765.The orthometric height was determined by differential leveling
 GC0765.and adjusted by the National Geodetic Survey in June 1991..
 GC0765
 GC0765.The geoid height was determined by GEOID03.
 GC0765
 GC0765.The dynamic height is computed by dividing the NAVD 88
 GC0765.geopotential number by the normal gravity value computed on the
 GC0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0765.degrees latitude (g = 980.6199 gals.).
 GC0765
 GC0765.The modeled gravity was interpolated from observed gravity values.
 GC0765
 GC0765;                    North         East    Units  Estimated Accuracy
 GC0765;SPC TN       -   220,760.      548,440.      MT  (+/- 180 meters Scaled)
 GC0765
 GC0765                          SUPERSEDED SURVEY CONTROL
 GC0765
 GC0765  NGVD 29 (??/??/92)  148.267  (m)          486.44   (f) ADJ UNCH    2 0
 GC0765
 GC0765.Superseded values are not recommended for survey control.
 GC0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0765.See file dsdata.txt to determine how the superseded data were derived.
 GC0765
 GC0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF382197(NAD 83)
 GC0765_MARKER: DD = SURVEY DISK
 GC0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0765_SP_SET: CULVERT
 GC0765_STAMPING: 6-17 1961
 GC0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0765
 GC0765  HISTORY     - Date     Condition        Report By
 GC0765  HISTORY     - 1961     MONUMENTED       TNHD
 GC0765
 GC0765                          STATION DESCRIPTION
 GC0765
 GC0765'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0765'8.8 MI SW FROM GALLATIN.
 GC0765'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY
 GC0765'31E FOR 8.85 MILES TO A CONCRETE CULVERT NEAR THE BLUE GRASS
 GC0765'COUNTRY CLUB.  THE MARK IS 38 FEET NORTHWEST OF U.S. HIGHWAY
 GC0765'31E, 52 FEET SOUTH OF A POWER POLE.  THE MARK IS A STANDARD
 GC0765'TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE ABOUT 6 INCHES
 GC0765'FROM THE NORTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0769 ***********************************************************************
 GC0769  DESIGNATION -  6 18
 GC0769  PID         -  GC0769
 GC0769  STATE/COUNTY-  TN/SUMNER
 GC0769  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0769
 GC0769                         *CURRENT SURVEY CONTROL
 GC0769  ___________________________________________________________________
 GC0769* NAD 83(1986)-  36 18 36.     (N)    086 36 03.     (W)     SCALED    
 GC0769* NAVD 88     -       149.659  (meters)     491.01   (feet)  ADJUSTED  
 GC0769  ___________________________________________________________________
 GC0769  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0769  DYNAMIC HT  -         149.533 (meters)     490.59  (feet)  COMP
 GC0769  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GC0769
 GC0769  VERT ORDER  -  SECOND    CLASS 0
 GC0769
 GC0769.The horizontal coordinates were scaled from a topographic map and have
 GC0769.an estimated accuracy of +/- 6 seconds.
 GC0769
 GC0769.The orthometric height was determined by differential leveling
 GC0769.and adjusted by the National Geodetic Survey in June 1991..
 GC0769
 GC0769.The geoid height was determined by GEOID03.
 GC0769
 GC0769.The dynamic height is computed by dividing the NAVD 88
 GC0769.geopotential number by the normal gravity value computed on the
 GC0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0769.degrees latitude (g = 980.6199 gals.).
 GC0769
 GC0769.The modeled gravity was interpolated from observed gravity values.
 GC0769
 GC0769;                    North         East    Units  Estimated Accuracy
 GC0769;SPC TN       -   219,480.      546,040.      MT  (+/- 180 meters Scaled)
 GC0769
 GC0769                          SUPERSEDED SURVEY CONTROL
 GC0769
 GC0769  NGVD 29 (??/??/92)  149.723  (m)          491.22   (f) ADJ UNCH    2 0
 GC0769
 GC0769.Superseded values are not recommended for survey control.
 GC0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0769.See file dsdata.txt to determine how the superseded data were derived.
 GC0769
 GC0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF358184(NAD 83)
 GC0769_MARKER: DD = SURVEY DISK
 GC0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0769_SP_SET: CULVERT
 GC0769_STAMPING: 6-18 1961
 GC0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0769
 GC0769  HISTORY     - Date     Condition        Report By
 GC0769  HISTORY     - 1961     MONUMENTED       TNHD
 GC0769
 GC0769                          STATION DESCRIPTION
 GC0769
 GC0769'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0769'2 MI E FROM HENDERSONVILLE.
 GC0769'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0769'31E FOR 1.97 MILES TO THE MARK ON THE LEFT.  THE MARK IS 46 FEET
 GC0769'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 56 FEET
 GC0769'SOUTHWEST OF A TELEPHONE POLE, 72 FEET WEST OF THE CENTERLINE
 GC0769'OF A DRIVEWAY AT MR. WALKERS RESIDENCE.  THE MARK IS A
 GC0769'STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE AT
 GC0769'THE SOUTHWEST END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0771 ***********************************************************************
 GC0771  DESIGNATION -  6 19
 GC0771  PID         -  GC0771
 GC0771  STATE/COUNTY-  TN/SUMNER
 GC0771  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0771
 GC0771                         *CURRENT SURVEY CONTROL
 GC0771  ___________________________________________________________________
 GC0771* NAD 83(1986)-  36 18 19.     (N)    086 37 03.     (W)     SCALED    
 GC0771* NAVD 88     -       139.929  (meters)     459.08   (feet)  ADJUSTED  
 GC0771  ___________________________________________________________________
 GC0771  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0771  DYNAMIC HT  -         139.811 (meters)     458.70  (feet)  COMP
 GC0771  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC0771
 GC0771  VERT ORDER  -  SECOND    CLASS 0
 GC0771
 GC0771.The horizontal coordinates were scaled from a topographic map and have
 GC0771.an estimated accuracy of +/- 6 seconds.
 GC0771
 GC0771.The orthometric height was determined by differential leveling
 GC0771.and adjusted by the National Geodetic Survey in June 1991..
 GC0771
 GC0771.The geoid height was determined by GEOID03.
 GC0771
 GC0771.The dynamic height is computed by dividing the NAVD 88
 GC0771.geopotential number by the normal gravity value computed on the
 GC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0771.degrees latitude (g = 980.6199 gals.).
 GC0771
 GC0771.The modeled gravity was interpolated from observed gravity values.
 GC0771
 GC0771;                    North         East    Units  Estimated Accuracy
 GC0771;SPC TN       -   218,960.      544,540.      MT  (+/- 180 meters Scaled)
 GC0771
 GC0771                          SUPERSEDED SURVEY CONTROL
 GC0771
 GC0771  NGVD 29 (??/??/92)  139.991  (m)          459.29   (f) ADJ UNCH    2 0
 GC0771
 GC0771.Superseded values are not recommended for survey control.
 GC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0771.See file dsdata.txt to determine how the superseded data were derived.
 GC0771
 GC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF343178(NAD 83)
 GC0771_MARKER: DD = SURVEY DISK
 GC0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0771_SP_SET: SIDEWALK
 GC0771_STAMPING: 6-19 1961
 GC0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0771
 GC0771  HISTORY     - Date     Condition        Report By
 GC0771  HISTORY     - 1961     MONUMENTED       TNHD
 GC0771
 GC0771                          STATION DESCRIPTION
 GC0771
 GC0771'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0771'IN HENDERSONVILLE.
 GC0771'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0771'31E FOR 0.95 MILE TO THE PRESBYTERIAN CHURCH OF HENDERSONVILLE
 GC0771'AND THE MARK ON THE LEFT.  THE MARK IS LOCATED 76 FEET
 GC0771'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 51 FEET
 GC0771'SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET NORTHEAST OF
 GC0771'A CONFEDERATE SOLDIERS MONUMENT.  THE MARK IS A STANDARD
 GC0771'TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE IN A CONCRETE
 GC0771'STEP, IN A CONCRETE WALKWAY LEADING TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0097 ***********************************************************************
 GC0097  DESIGNATION -  6 2
 GC0097  PID         -  GC0097
 GC0097  STATE/COUNTY-  TN/SUMNER
 GC0097  USGS QUAD   -  WESTMORELAND (1979)
 GC0097
 GC0097                         *CURRENT SURVEY CONTROL
 GC0097  ___________________________________________________________________
 GC0097* NAD 83(1986)-  36 35 20.     (N)    086 14 16.     (W)     SCALED    
 GC0097* NAVD 88     -       258.754  (meters)     848.93   (feet)  ADJUSTED  
 GC0097  ___________________________________________________________________
 GC0097  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC0097  DYNAMIC HT  -         258.544 (meters)     848.24  (feet)  COMP
 GC0097  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GC0097
 GC0097  VERT ORDER  -  SECOND    CLASS 0
 GC0097
 GC0097.The horizontal coordinates were scaled from a topographic map and have
 GC0097.an estimated accuracy of +/- 6 seconds.
 GC0097
 GC0097.The orthometric height was determined by differential leveling
 GC0097.and adjusted by the National Geodetic Survey in June 1991..
 GC0097
 GC0097.The geoid height was determined by GEOID03.
 GC0097
 GC0097.The dynamic height is computed by dividing the NAVD 88
 GC0097.geopotential number by the normal gravity value computed on the
 GC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0097.degrees latitude (g = 980.6199 gals.).
 GC0097
 GC0097.The modeled gravity was interpolated from observed gravity values.
 GC0097
 GC0097;                    North         East    Units  Estimated Accuracy
 GC0097;SPC TN       -   250,290.      578,720.      MT  (+/- 180 meters Scaled)
 GC0097
 GC0097                          SUPERSEDED SURVEY CONTROL
 GC0097
 GC0097  NGVD 29 (??/??/92)  258.851  (m)          849.25   (f) ADJ UNCH    2 0
 GC0097
 GC0097.Superseded values are not recommended for survey control.
 GC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0097.See file dsdata.txt to determine how the superseded data were derived.
 GC0097
 GC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF681495(NAD 83)
 GC0097_MARKER: DB = BENCH MARK DISK
 GC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0097_STAMPING: 6 -2 1961
 GC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0097+STABILITY: SURFACE MOTION
 GC0097
 GC0097  HISTORY     - Date     Condition        Report By
 GC0097  HISTORY     - 1961     MONUMENTED       TNHD
 GC0097
 GC0097                          STATION DESCRIPTION
 GC0097
 GC0097'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0097'2 MI N FROM WESTMORELAND.
 GC0097'FROM THE SOUTH END OF THE R.R. STATION IN WESTMORELAND, GO
 GC0097'1.95 MILES NORTH ALONG THE PLEASANT GROVE ROAD TO A GRAVEL ROAD
 GC0097'LEFT.  TURN LEFT AND CONTINUE 0.30 MILES TO THE MARK ON THE
 GC0097'LEFT.  THE MARK IS LOCATED 18 FEET WEST OF CENTERLINE OF GRAVEL
 GC0097'ROAD, 45 FEET EAST OF THE EAST BANK OF A CREEK, 106 FEET SOUTH
 GC0097'OF THE SOUTH END OF A SMALL WOODEN BRIDGE CROSSING THE CREEK
 GC0097'AND 1.8 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD
 GC0097'TENNESSEE BENCH MARK DISK IN THE TOP OF A 10 INCH CONCRETE
 GC0097'POST ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0776 ***********************************************************************
 GC0776  DESIGNATION -  6 20
 GC0776  PID         -  GC0776
 GC0776  STATE/COUNTY-  TN/SUMNER
 GC0776  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0776
 GC0776                         *CURRENT SURVEY CONTROL
 GC0776  ___________________________________________________________________
 GC0776* NAD 83(1986)-  36 18 32.     (N)    086 39 43.     (W)     SCALED    
 GC0776* NAVD 88     -       134.143  (meters)     440.10   (feet)  ADJUSTED  
 GC0776  ___________________________________________________________________
 GC0776  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0776  DYNAMIC HT  -         134.029 (meters)     439.73  (feet)  COMP
 GC0776  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC0776
 GC0776  VERT ORDER  -  SECOND    CLASS 0
 GC0776
 GC0776.The horizontal coordinates were scaled from a topographic map and have
 GC0776.an estimated accuracy of +/- 6 seconds.
 GC0776
 GC0776.The orthometric height was determined by differential leveling
 GC0776.and adjusted by the National Geodetic Survey in June 1991..
 GC0776
 GC0776.The geoid height was determined by GEOID03.
 GC0776
 GC0776.The dynamic height is computed by dividing the NAVD 88
 GC0776.geopotential number by the normal gravity value computed on the
 GC0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0776.degrees latitude (g = 980.6199 gals.).
 GC0776
 GC0776.The modeled gravity was interpolated from observed gravity values.
 GC0776
 GC0776;                    North         East    Units  Estimated Accuracy
 GC0776;SPC TN       -   219,390.      540,550.      MT  (+/- 180 meters Scaled)
 GC0776
 GC0776                          SUPERSEDED SURVEY CONTROL
 GC0776
 GC0776  NGVD 29 (??/??/92)  134.200  (m)          440.29   (f) ADJ UNCH    2 0
 GC0776
 GC0776.Superseded values are not recommended for survey control.
 GC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0776.See file dsdata.txt to determine how the superseded data were derived.
 GC0776
 GC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF303182(NAD 83)
 GC0776_MARKER: DD = SURVEY DISK
 GC0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0776_SP_SET: CULVERT
 GC0776_STAMPING: 6-20 1961
 GC0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0776
 GC0776  HISTORY     - Date     Condition        Report By
 GC0776  HISTORY     - 1961     MONUMENTED       TNHD
 GC0776
 GC0776                          STATION DESCRIPTION
 GC0776
 GC0776'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0776'2.6 MI W FROM HENDERSONVILLE.
 GC0776'FROM THE POST OFFICE IN HENDERSONVILLE, GO WEST ON U.S. HIGHWAY
 GC0776'31E FOR 2.6 MILES TO A CONCRETE CULVERT ON THE RIGHT.  THE MARK
 GC0776'IS 41 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 31E, 31
 GC0776'FEET SOUTHWEST OF A POWER POLE.  THE MARK IS A STANDARD
 GC0776'TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE IN THE EAST END
 GC0776'OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0777 ***********************************************************************
 GC0777  DESIGNATION -  6 21
 GC0777  PID         -  GC0777
 GC0777  STATE/COUNTY-  TN/DAVIDSON
 GC0777  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0777
 GC0777                         *CURRENT SURVEY CONTROL
 GC0777  ___________________________________________________________________
 GC0777* NAD 83(1986)-  36 18 31.     (N)    086 40 54.     (W)     SCALED    
 GC0777* NAVD 88     -       145.125  (meters)     476.13   (feet)  ADJUSTED  
 GC0777  ___________________________________________________________________
 GC0777  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0777  DYNAMIC HT  -         145.002 (meters)     475.73  (feet)  COMP
 GC0777  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0777
 GC0777  VERT ORDER  -  SECOND    CLASS 0
 GC0777
 GC0777.The horizontal coordinates were scaled from a topographic map and have
 GC0777.an estimated accuracy of +/- 6 seconds.
 GC0777
 GC0777.The orthometric height was determined by differential leveling
 GC0777.and adjusted by the National Geodetic Survey in June 1991..
 GC0777
 GC0777.The geoid height was determined by GEOID03.
 GC0777
 GC0777.The dynamic height is computed by dividing the NAVD 88
 GC0777.geopotential number by the normal gravity value computed on the
 GC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0777.degrees latitude (g = 980.6199 gals.).
 GC0777
 GC0777.The modeled gravity was interpolated from observed gravity values.
 GC0777
 GC0777;                    North         East    Units  Estimated Accuracy
 GC0777;SPC TN       -   219,370.      538,780.      MT  (+/- 180 meters Scaled)
 GC0777
 GC0777                          SUPERSEDED SURVEY CONTROL
 GC0777
 GC0777  NGVD 29 (??/??/92)  145.178  (m)          476.30   (f) ADJ UNCH    2 0
 GC0777
 GC0777.Superseded values are not recommended for survey control.
 GC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0777.See file dsdata.txt to determine how the superseded data were derived.
 GC0777
 GC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF285182(NAD 83)
 GC0777_MARKER: DD = SURVEY DISK
 GC0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0777_SP_SET: CULVERT
 GC0777_STAMPING: 6-21 1961
 GC0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0777
 GC0777  HISTORY     - Date     Condition        Report By
 GC0777  HISTORY     - 1961     MONUMENTED       TNHD
 GC0777
 GC0777                          STATION DESCRIPTION
 GC0777
 GC0777'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0777'3.7 MI W FROM HENDERSONVILLE.
 GC0777'FROM THE POST OFFICE IN HENDERSONVILLE, GO WEST ON U.S. HIGHWAY
 GC0777'31E FOR 3.7 MILES TO A CONCRETE CULVERT ON THE LEFT.  THE MARK
 GC0777'IS 36 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E,
 GC0777'56 FEET WEST OF A TELEPHONE POLE, 87 FEET SOUTHWEST OF THE
 GC0777'CENTERLINE OF A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE
 GC0777'BENCH MARK CEMENTED IN A DRILLED HOLE 2 INCHES FROM THE EAST END OF
 GC0777'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0782 ***********************************************************************
 GC0782  DESIGNATION -  6 22
 GC0782  PID         -  GC0782
 GC0782  STATE/COUNTY-  TN/DAVIDSON
 GC0782  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0782
 GC0782                         *CURRENT SURVEY CONTROL
 GC0782  ___________________________________________________________________
 GC0782* NAD 83(1986)-  36 17 26.     (N)    086 42 14.     (W)     SCALED    
 GC0782* NAVD 88     -       149.437  (meters)     490.28   (feet)  ADJUSTED  
 GC0782  ___________________________________________________________________
 GC0782  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC0782  DYNAMIC HT  -         149.311 (meters)     489.86  (feet)  COMP
 GC0782  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 GC0782
 GC0782  VERT ORDER  -  SECOND    CLASS 0
 GC0782
 GC0782.The horizontal coordinates were scaled from a topographic map and have
 GC0782.an estimated accuracy of +/- 6 seconds.
 GC0782
 GC0782.The orthometric height was determined by differential leveling
 GC0782.and adjusted by the National Geodetic Survey in June 1991..
 GC0782
 GC0782.The geoid height was determined by GEOID03.
 GC0782
 GC0782.The dynamic height is computed by dividing the NAVD 88
 GC0782.geopotential number by the normal gravity value computed on the
 GC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0782.degrees latitude (g = 980.6199 gals.).
 GC0782
 GC0782.The modeled gravity was interpolated from observed gravity values.
 GC0782
 GC0782;                    North         East    Units  Estimated Accuracy
 GC0782;SPC TN       -   217,380.      536,770.      MT  (+/- 180 meters Scaled)
 GC0782
 GC0782                          SUPERSEDED SURVEY CONTROL
 GC0782
 GC0782  NGVD 29 (??/??/92)  149.486  (m)          490.44   (f) ADJ UNCH    2 0
 GC0782
 GC0782.Superseded values are not recommended for survey control.
 GC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0782.See file dsdata.txt to determine how the superseded data were derived.
 GC0782
 GC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF265162(NAD 83)
 GC0782_MARKER: DD = SURVEY DISK
 GC0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0782_STAMPING: 6-22 1961
 GC0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0782+STABILITY: SURFACE MOTION
 GC0782
 GC0782  HISTORY     - Date     Condition        Report By
 GC0782  HISTORY     - 1961     MONUMENTED       TNHD
 GC0782
 GC0782                          STATION DESCRIPTION
 GC0782
 GC0782'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0782'2.4 MI N FROM MADISON.
 GC0782'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0782'FOR 2.35 MILES TO THE MARK ON THE LEFT.  THE MARK IS 60 FEET
 GC0782'WEST OF THE CENTERLINE ON U.S. 31E, 10 FEET SOUTH OF THE
 GC0782'CENTERLINE OF A DRIVEWAY, 3 FEET NORTH OF A TELEPHONE POLE.  THE
 GC0782'MARK IS A STANDARD TENNESSEE BENCH MARK DISK SET IN TOP OF A
 GC0782'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0787 ***********************************************************************
 GC0787  DESIGNATION -  6 23
 GC0787  PID         -  GC0787
 GC0787  STATE/COUNTY-  TN/DAVIDSON
 GC0787  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0787
 GC0787                         *CURRENT SURVEY CONTROL
 GC0787  ___________________________________________________________________
 GC0787* NAD 83(1986)-  36 15 23.     (N)    086 42 52.     (W)     SCALED    
 GC0787* NAVD 88     -       148.542  (meters)     487.34   (feet)  ADJUSTED  
 GC0787  ___________________________________________________________________
 GC0787  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0787  DYNAMIC HT  -         148.416 (meters)     486.93  (feet)  COMP
 GC0787  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GC0787
 GC0787  VERT ORDER  -  SECOND    CLASS 0
 GC0787
 GC0787.The horizontal coordinates were scaled from a topographic map and have
 GC0787.an estimated accuracy of +/- 6 seconds.
 GC0787
 GC0787.The orthometric height was determined by differential leveling
 GC0787.and adjusted by the National Geodetic Survey in June 1991..
 GC0787
 GC0787.The geoid height was determined by GEOID03.
 GC0787
 GC0787.The dynamic height is computed by dividing the NAVD 88
 GC0787.geopotential number by the normal gravity value computed on the
 GC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0787.degrees latitude (g = 980.6199 gals.).
 GC0787
 GC0787.The modeled gravity was interpolated from observed gravity values.
 GC0787
 GC0787;                    North         East    Units  Estimated Accuracy
 GC0787;SPC TN       -   213,600.      535,790.      MT  (+/- 180 meters Scaled)
 GC0787
 GC0787                          SUPERSEDED SURVEY CONTROL
 GC0787
 GC0787  NGVD 29 (??/??/92)  148.586  (m)          487.49   (f) ADJ UNCH    2 0
 GC0787
 GC0787.Superseded values are not recommended for survey control.
 GC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0787.See file dsdata.txt to determine how the superseded data were derived.
 GC0787
 GC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF256124(NAD 83)
 GC0787_MARKER: DD = SURVEY DISK
 GC0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0787_STAMPING: 6-23 1961
 GC0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0787+STABILITY: SURFACE MOTION
 GC0787
 GC0787  HISTORY     - Date     Condition        Report By
 GC0787  HISTORY     - 1961     MONUMENTED       TNHD
 GC0787
 GC0787                          STATION DESCRIPTION
 GC0787
 GC0787'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0787'IN MADISON.
 GC0787'FROM THE POST OFFICE IN MADISON, GO SOUTH ON U.S. HIGHWAY 31E
 GC0787'TO THE PRESBYTERIAN CHURCH ON THE RIGHT.  THE MARK IS LOCATED
 GC0787'40 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 4.5 FEET
 GC0787'SOUTH OF A HISTORICAL MARKER, 3.5 FEET NORTH OF A WITNESS POST,
 GC0787'AND 41 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 GC0787'TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0787'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0797 ***********************************************************************
 GC0797  DESIGNATION -  6 24
 GC0797  PID         -  GC0797
 GC0797  STATE/COUNTY-  TN/DAVIDSON
 GC0797  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0797
 GC0797                         *CURRENT SURVEY CONTROL
 GC0797  ___________________________________________________________________
 GC0797* NAD 83(1986)-  36 13 33.     (N)    086 43 32.     (W)     SCALED    
 GC0797* NAVD 88     -       163.634  (meters)     536.86   (feet)  ADJUSTED  
 GC0797  ___________________________________________________________________
 GC0797  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0797  DYNAMIC HT  -         163.495 (meters)     536.40  (feet)  COMP
 GC0797  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GC0797
 GC0797  VERT ORDER  -  SECOND    CLASS 0
 GC0797
 GC0797.The horizontal coordinates were scaled from a topographic map and have
 GC0797.an estimated accuracy of +/- 6 seconds.
 GC0797
 GC0797.The orthometric height was determined by differential leveling
 GC0797.and adjusted by the National Geodetic Survey in June 1991..
 GC0797
 GC0797.The geoid height was determined by GEOID03.
 GC0797
 GC0797.The dynamic height is computed by dividing the NAVD 88
 GC0797.geopotential number by the normal gravity value computed on the
 GC0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0797.degrees latitude (g = 980.6199 gals.).
 GC0797
 GC0797.The modeled gravity was interpolated from observed gravity values.
 GC0797
 GC0797;                    North         East    Units  Estimated Accuracy
 GC0797;SPC TN       -   210,220.      534,770.      MT  (+/- 180 meters Scaled)
 GC0797
 GC0797                          SUPERSEDED SURVEY CONTROL
 GC0797
 GC0797  NGVD 29 (??/??/92)  163.671  (m)          536.98   (f) ADJ UNCH    2 0
 GC0797
 GC0797.Superseded values are not recommended for survey control.
 GC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0797.See file dsdata.txt to determine how the superseded data were derived.
 GC0797
 GC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF246090(NAD 83)
 GC0797_MARKER: DD = SURVEY DISK
 GC0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0797_SP_SET: CURB
 GC0797_STAMPING: 6-24 1961
 GC0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0797
 GC0797  HISTORY     - Date     Condition        Report By
 GC0797  HISTORY     - 1961     MONUMENTED       TNHD
 GC0797
 GC0797                          STATION DESCRIPTION
 GC0797
 GC0797'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0797'2.3 MI S FROM MADISON.
 GC0797'FROM THE POST OFFICE IN MADISON, GO SOUTH ON U.S. HIGHWAY 31E
 GC0797'FOR 2.3 MILES TO THE INTERSECTION OF CALVERT STREET ON THE
 GC0797'RIGHT.  THE MARK IS LOCATED 36.5 FEET WEST OF THE CENTERLINE OF
 GC0797'U.S. HIGHWAY 31E, 57 FEET NORTH OF THE CENTERLINE OF CALVERT
 GC0797'STREET, AND 9.5 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS A
 GC0797'STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE IN
 GC0797'THE TOP OF A CURBING ABOUT 4.5 INCHES ABOVE U.S. HIGHWAY 31E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0802 ***********************************************************************
 GC0802  DESIGNATION -  6 25
 GC0802  PID         -  GC0802
 GC0802  STATE/COUNTY-  TN/DAVIDSON
 GC0802  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0802
 GC0802                         *CURRENT SURVEY CONTROL
 GC0802  ___________________________________________________________________
 GC0802* NAD 83(1986)-  36 11 44.     (N)    086 44 33.     (W)     SCALED    
 GC0802* NAVD 88     -       149.797  (meters)     491.46   (feet)  ADJUSTED  
 GC0802  ___________________________________________________________________
 GC0802  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0802  DYNAMIC HT  -         149.669 (meters)     491.04  (feet)  COMP
 GC0802  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0802
 GC0802  VERT ORDER  -  SECOND    CLASS 0
 GC0802
 GC0802.The horizontal coordinates were scaled from a topographic map and have
 GC0802.an estimated accuracy of +/- 6 seconds.
 GC0802
 GC0802.The orthometric height was determined by differential leveling
 GC0802.and adjusted by the National Geodetic Survey in June 1991..
 GC0802
 GC0802.The geoid height was determined by GEOID03.
 GC0802
 GC0802.The dynamic height is computed by dividing the NAVD 88
 GC0802.geopotential number by the normal gravity value computed on the
 GC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0802.degrees latitude (g = 980.6199 gals.).
 GC0802
 GC0802.The modeled gravity was interpolated from observed gravity values.
 GC0802
 GC0802;                    North         East    Units  Estimated Accuracy
 GC0802;SPC TN       -   206,870.      533,220.      MT  (+/- 180 meters Scaled)
 GC0802
 GC0802                          SUPERSEDED SURVEY CONTROL
 GC0802
 GC0802  NGVD 29 (??/??/92)  149.830  (m)          491.57   (f) ADJ UNCH    2 0
 GC0802
 GC0802.Superseded values are not recommended for survey control.
 GC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0802.See file dsdata.txt to determine how the superseded data were derived.
 GC0802
 GC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF231056(NAD 83)
 GC0802_MARKER: DD = SURVEY DISK
 GC0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0802_SP_SET: CURB
 GC0802_STAMPING: 6-25 1961
 GC0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0802
 GC0802  HISTORY     - Date     Condition        Report By
 GC0802  HISTORY     - 1961     MONUMENTED       TNHD
 GC0802  HISTORY     - 19870808 GOOD             LOCSUR
 GC0802
 GC0802                          STATION DESCRIPTION
 GC0802
 GC0802'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0802'4.6 MI S FROM MADISON.
 GC0802'FROM THE POST OFFICE AT MADISON, GO 4.65 MILES SOUTH ON U.S. 31E
 GC0802'TO A DRIVEWAY TO A SUPER MARKET PARKING LOT ON THE LEFT.  THE MARK
 GC0802'IS LOCATED 26 FEET EAST OF THE CENTERLINE OF U.S. 31E, 11.5 FEET
 GC0802'NORTH OF A TELEPHONE POLE, AND 4 INCHES SOUTH OF THE SOUTH CURB
 GC0802'OF THE DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE BENCH MARK
 GC0802'DISK CEMENTED IN A DRILLED HOLE FLUSH WITH THE TOP OF THE CURB.
 GC0802
 GC0802                          STATION RECOVERY (1987)
 GC0802
 GC0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0808 ***********************************************************************
 GC0808  DESIGNATION -  6 26 RESET
 GC0808  PID         -  GC0808
 GC0808  STATE/COUNTY-  TN/DAVIDSON
 GC0808  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0808
 GC0808                         *CURRENT SURVEY CONTROL
 GC0808  ___________________________________________________________________
 GC0808* NAD 83(1986)-  36 10 29.     (N)    086 45 40.     (W)     SCALED    
 GC0808* NAVD 88     -       146.78   (+/-2cm)     481.6    (feet)  VERTCON   
 GC0808  ___________________________________________________________________
 GC0808  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0808
 GC0808  VERT ORDER  -  THIRD (See Below)
 GC0808
 GC0808.The horizontal coordinates were scaled from a topographic map and have
 GC0808.an estimated accuracy of +/- 6 seconds.
 GC0808
 GC0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0808.The vertical order pertains to the NGVD 29 superseded value.
 GC0808
 GC0808.The geoid height was determined by GEOID03.
 GC0808
 GC0808;                    North         East    Units  Estimated Accuracy
 GC0808;SPC TN       -   204,570.      531,530.      MT  (+/- 180 meters Scaled)
 GC0808
 GC0808                          SUPERSEDED SURVEY CONTROL
 GC0808
 GC0808  NGVD 29 (??/??/??)  146.80   (m)          481.6    (f) RESET       3  
 GC0808
 GC0808.Superseded values are not recommended for survey control.
 GC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0808.See file dsdata.txt to determine how the superseded data were derived.
 GC0808
 GC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF214033(NAD 83)
 GC0808_MARKER: DD = SURVEY DISK
 GC0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0808_SP_SET: CURB
 GC0808_STAMPING: 6-26 1961 RESET 1965
 GC0808_MARK LOGO: CGS   
 GC0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0808
 GC0808  HISTORY     - Date     Condition        Report By
 GC0808  HISTORY     - 1965     MONUMENTED       TNHD
 GC0808  HISTORY     - 19870808 GOOD             LOCSUR
 GC0808  HISTORY     - 20030218 MARK NOT FOUND   INDIV
 GC0808
 GC0808                          STATION DESCRIPTION
 GC0808
 GC0808'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0808'IN NASHVILLE.
 GC0808'FROM THE NORTHEAST END OF THE VICTORY MEMORIAL BRIDGE, CROSSING
 GC0808'THE CUMBERLAND RIVER, IN NASHVILLE, GO 0.6 MILE NORTH ON U.S.
 GC0808'HIGHWAY 31E TO 7TH STREET.  TURN RIGHT ON 7TH STREET AND GO 0.05
 GC0808'MILE TO THE MARK ON THE RIGHT.  THE MARK IS 18 FEET SOUTHWEST OF
 GC0808'THE APPROXIMATE CENTER OF SOUTH 7TH STREET, 18 FEET SOUTHEAST OF
 GC0808'UTILITY POLE NO. 8644, 10 FEET SOUTHEAST OF THE APPROXIMATE
 GC0808'CENTER OF AN ALLEY AND 10 FEET NORTHEAST OF A UTILITY POLE.  THE
 GC0808'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC0808'FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE CURBING ABOUT
 GC0808'5 INCHES HIGHER THAN THE STREET AND THE DISK IS STAMPED 6-26 1961
 GC0808'RESET 1965.
 GC0808
 GC0808                          STATION RECOVERY (1987)
 GC0808
 GC0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0808'RECOVERED IN GOOD CONDITION.
 GC0808
 GC0808                          STATION RECOVERY (2003)
 GC0808
 GC0808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KRS)
 GC0808'CURB IN AREA DESCRIBED IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0809 ***********************************************************************
 GC0809  DESIGNATION -  6 27
 GC0809  PID         -  GC0809
 GC0809  STATE/COUNTY-  TN/DAVIDSON
 GC0809  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0809
 GC0809                         *CURRENT SURVEY CONTROL
 GC0809  ___________________________________________________________________
 GC0809* NAD 83(1986)-  36 10 16.     (N)    086 46 12.     (W)     SCALED    
 GC0809* NAVD 88     -       130.358  (meters)     427.68   (feet)  ADJUSTED  
 GC0809  ___________________________________________________________________
 GC0809  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0809  DYNAMIC HT  -         130.246 (meters)     427.32  (feet)  COMP
 GC0809  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GC0809
 GC0809  VERT ORDER  -  SECOND    CLASS 0
 GC0809
 GC0809.The horizontal coordinates were scaled from a topographic map and have
 GC0809.an estimated accuracy of +/- 6 seconds.
 GC0809
 GC0809.The orthometric height was determined by differential leveling
 GC0809.and adjusted by the National Geodetic Survey in June 1991..
 GC0809
 GC0809.The geoid height was determined by GEOID03.
 GC0809
 GC0809.The dynamic height is computed by dividing the NAVD 88
 GC0809.geopotential number by the normal gravity value computed on the
 GC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0809.degrees latitude (g = 980.6199 gals.).
 GC0809
 GC0809.The modeled gravity was interpolated from observed gravity values.
 GC0809
 GC0809;                    North         East    Units  Estimated Accuracy
 GC0809;SPC TN       -   204,170.      530,730.      MT  (+/- 180 meters Scaled)
 GC0809
 GC0809                          SUPERSEDED SURVEY CONTROL
 GC0809
 GC0809  NGVD 29 (??/??/92)  130.385  (m)          427.77   (f) ADJ UNCH    2 0
 GC0809
 GC0809.Superseded values are not recommended for survey control.
 GC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0809.See file dsdata.txt to determine how the superseded data were derived.
 GC0809
 GC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF206029(NAD 83)
 GC0809_MARKER: DD = SURVEY DISK
 GC0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0809_SP_SET: CURB
 GC0809_STAMPING: 6-27 1961
 GC0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0809
 GC0809  HISTORY     - Date     Condition        Report By
 GC0809  HISTORY     - 1961     MONUMENTED       TNHD
 GC0809
 GC0809                          STATION DESCRIPTION
 GC0809
 GC0809'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0809'AT NASHVILLE.
 GC0809'IN THE NORTHEAST APPROACH OF VICTORY MEMORIAL BRIDGE.  THE MARK
 GC0809'IS LOCATED 28.5 FEET NORTHWEST OF THE CENTERLINE OF U.S. 31E,
 GC0809'168.5 FEET WEST OF THE CENTERLINE OF NORTH 3RD ST., AND 18.5 FEET
 GC0809'NORTHEAST OF A STREET LIGHT POLE.  THE MARK IS A STANDARD
 GC0809'TENNESSEE BENCH MARK DISK CEMENTED IN A DRILLED HOLE IN THE TOP
 GC0809'OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1949 ***********************************************************************
 GC1949  DESIGNATION -  6 27 RESET
 GC1949  PID         -  GC1949
 GC1949  STATE/COUNTY-  TN/DAVIDSON
 GC1949  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1949
 GC1949                         *CURRENT SURVEY CONTROL
 GC1949  ___________________________________________________________________
 GC1949* NAD 83(1986)-  36 10 16.     (N)    086 46 12.     (W)     SCALED    
 GC1949* NAVD 88     -       130.59   (meters)     428.4    (feet)  RESET     
 GC1949  ___________________________________________________________________
 GC1949  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1949
 GC1949  VERT ORDER  -  THIRD
 GC1949
 GC1949.The horizontal coordinates were scaled from a topographic map and have
 GC1949.an estimated accuracy of +/- 6 seconds.
 GC1949
 GC1949.The orthometric height was computed from unverified reset data.
 GC1949.No vertical observational check was made to the station.
 GC1949
 GC1949.The geoid height was determined by GEOID03.
 GC1949
 GC1949;                    North         East    Units  Estimated Accuracy
 GC1949;SPC TN       -   204,170.      530,730.      MT  (+/- 180 meters Scaled)
 GC1949
 GC1949                          SUPERSEDED SURVEY CONTROL
 GC1949
 GC1949  NGVD 29 (10/12/01)  130.62   (m)          428.5    (f) RESET       3  
 GC1949
 GC1949.Superseded values are not recommended for survey control.
 GC1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1949.See file dsdata.txt to determine how the superseded data were derived.
 GC1949
 GC1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF206029(NAD 83)
 GC1949_MARKER: DB = BENCH MARK DISK
 GC1949_SETTING: 0 = UNSPECIFIED SETTING
 GC1949_STAMPING: 6 27 THD RESET 1978
 GC1949_MARK LOGO: NGS   
 GC1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1949
 GC1949  HISTORY     - Date     Condition        Report By
 GC1949  HISTORY     - 1978     MONUMENTED       NGS
 GC1949
 GC1949                          STATION DESCRIPTION
 GC1949
 GC1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GC1949'IN NASHVILLE.
 GC1949'NEAR THE NORTH APPROACH TO THE VICTORY MEMORIAL BRIDGE, ABOUT 400
 GC1949'FEET SOUTHWEST OF INTERSTATE HIGHWAY 65, 42 FEET SOUTHWEST OF A
 GC1949'METAL LIGHT POST, 8 FEET NORTHWEST OF NORTHWEST CURB OF MAIN STREET,
 GC1949'1 FOOT NORTHWEST OF NORTHWEST EDGE OF SIDEWALK, 88 FEET EAST OF A
 GC1949'POWER POLE AND 36 FEET SOUTHEAST OF THE CENTERLINE OF A CONCRETE
 GC1949'STREET, IN TOP OF A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 GC1949'THE MARK IS 1 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0101 ***********************************************************************
 GC0101  DESIGNATION -  6 3
 GC0101  PID         -  GC0101
 GC0101  STATE/COUNTY-  TN/SUMNER
 GC0101  USGS QUAD   -  WESTMORELAND (1979)
 GC0101
 GC0101                         *CURRENT SURVEY CONTROL
 GC0101  ___________________________________________________________________
 GC0101* NAD 83(1986)-  36 34 34.     (N)    086 14 25.     (W)     SCALED    
 GC0101* NAVD 88     -       290.558  (meters)     953.27   (feet)  ADJUSTED  
 GC0101  ___________________________________________________________________
 GC0101  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0101  DYNAMIC HT  -         290.321 (meters)     952.49  (feet)  COMP
 GC0101  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GC0101
 GC0101  VERT ORDER  -  SECOND    CLASS 0
 GC0101
 GC0101.The horizontal coordinates were scaled from a topographic map and have
 GC0101.an estimated accuracy of +/- 6 seconds.
 GC0101
 GC0101.The orthometric height was determined by differential leveling
 GC0101.and adjusted by the National Geodetic Survey in June 1991..
 GC0101
 GC0101.The geoid height was determined by GEOID03.
 GC0101
 GC0101.The dynamic height is computed by dividing the NAVD 88
 GC0101.geopotential number by the normal gravity value computed on the
 GC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0101.degrees latitude (g = 980.6199 gals.).
 GC0101
 GC0101.The modeled gravity was interpolated from observed gravity values.
 GC0101
 GC0101;                    North         East    Units  Estimated Accuracy
 GC0101;SPC TN       -   248,870.      578,490.      MT  (+/- 180 meters Scaled)
 GC0101
 GC0101                          SUPERSEDED SURVEY CONTROL
 GC0101
 GC0101  NGVD 29 (??/??/92)  290.653  (m)          953.58   (f) ADJ UNCH    2 0
 GC0101
 GC0101.Superseded values are not recommended for survey control.
 GC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0101.See file dsdata.txt to determine how the superseded data were derived.
 GC0101
 GC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679481(NAD 83)
 GC0101_MARKER: DD = SURVEY DISK
 GC0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0101_STAMPING: 6-3 1961
 GC0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0101+STABILITY: SURFACE MOTION
 GC0101
 GC0101  HISTORY     - Date     Condition        Report By
 GC0101  HISTORY     - 1961     MONUMENTED       TNHD
 GC0101
 GC0101                          STATION DESCRIPTION
 GC0101
 GC0101'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0101'1.2 MI N FROM WESTMORELAND.
 GC0101'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0101'1.16 MILES NORTH ALONG PLEASANT GROVE ROAD TO A DRIVEWAY ON
 GC0101'THE RIGHT AT THE GOLDEN SPEARS RESIDENCE IN 1961.  THE
 GC0101'MARK IS LOCATED 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC0101'A LARGE FRAME HOUSE, 1 FOOT EAST OF A NORTH-SOUTH WOVEN WIRE
 GC0101'FENCE, 22 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND
 GC0101'1.1 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0101'BENCH MARK DISK SET IN A 10 INCH CONCRETE POST FLUSH WITH THE
 GC0101'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0110 ***********************************************************************
 GC0110  DESIGNATION -  6 4
 GC0110  PID         -  GC0110
 GC0110  STATE/COUNTY-  TN/SUMNER
 GC0110  USGS QUAD   -  WESTMORELAND (1979)
 GC0110
 GC0110                         *CURRENT SURVEY CONTROL
 GC0110  ___________________________________________________________________
 GC0110* NAD 83(1986)-  36 33 38.     (N)    086 14 23.     (W)     SCALED    
 GC0110* NAVD 88     -       290.157  (meters)     951.96   (feet)  ADJUSTED  
 GC0110  ___________________________________________________________________
 GC0110  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0110  DYNAMIC HT  -         289.921 (meters)     951.18  (feet)  COMP
 GC0110  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GC0110
 GC0110  VERT ORDER  -  SECOND    CLASS 0
 GC0110
 GC0110.The horizontal coordinates were scaled from a topographic map and have
 GC0110.an estimated accuracy of +/- 6 seconds.
 GC0110
 GC0110.The orthometric height was determined by differential leveling
 GC0110.and adjusted by the National Geodetic Survey in June 1991..
 GC0110
 GC0110.The geoid height was determined by GEOID03.
 GC0110
 GC0110.The dynamic height is computed by dividing the NAVD 88
 GC0110.geopotential number by the normal gravity value computed on the
 GC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0110.degrees latitude (g = 980.6199 gals.).
 GC0110
 GC0110.The modeled gravity was interpolated from observed gravity values.
 GC0110
 GC0110;                    North         East    Units  Estimated Accuracy
 GC0110;SPC TN       -   247,140.      578,540.      MT  (+/- 180 meters Scaled)
 GC0110
 GC0110                          SUPERSEDED SURVEY CONTROL
 GC0110
 GC0110  NGVD 29 (??/??/92)  290.252  (m)          952.27   (f) ADJ UNCH    2 0
 GC0110
 GC0110.Superseded values are not recommended for survey control.
 GC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0110.See file dsdata.txt to determine how the superseded data were derived.
 GC0110
 GC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF680463(NAD 83)
 GC0110_MARKER: DR = REFERENCE MARK DISK
 GC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0110_STAMPING: 6-4 1961
 GC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0110+STABILITY: SURFACE MOTION
 GC0110
 GC0110  HISTORY     - Date     Condition        Report By
 GC0110  HISTORY     - 1961     MONUMENTED       TNHD
 GC0110
 GC0110                          STATION DESCRIPTION
 GC0110
 GC0110'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0110'0.6 MI NE FROM WESTMORELAND.
 GC0110'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0110'SOUTHEAST ALONG STATE ROUTE 52 FOR 0.3 MILES TO A PAVED ROAD
 GC0110'TO THE LEFT.  TURN LEFT, AND GO NORTH 0.1 MILES TO A T INTERSECTION.
 GC0110'TURN RIGHT AND GO 0.15 MILES.  THE MARK IS LOCATED 42.5 FEET
 GC0110'NORTHWEST OF NORTHWEST CORNER OF GREEN SHINGLED HOUSE, 17.5
 GC0110'FEET SOUTHWEST OF POWER POLE, 26 FEET SOUTH OF CENTERLINE OF
 GC0110'ASPHALT ROAD, 8.7 FEET WEST OF A WITNESS POST.  THE MARK IS A
 GC0110'STANDARD TENNESSEE BENCH MARK SET IN A 10 INCH CONCRETE POST
 GC0110'ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0115 ***********************************************************************
 GC0115  DESIGNATION -  6 5
 GC0115  PID         -  GC0115
 GC0115  STATE/COUNTY-  TN/SUMNER
 GC0115  USGS QUAD   -  WESTMORELAND (1979)
 GC0115
 GC0115                         *CURRENT SURVEY CONTROL
 GC0115  ___________________________________________________________________
 GC0115* NAD 83(1986)-  36 33 43.     (N)    086 14 50.     (W)     SCALED    
 GC0115* NAVD 88     -       288.292  (meters)     945.84   (feet)  ADJUSTED  
 GC0115  ___________________________________________________________________
 GC0115  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0115  DYNAMIC HT  -         288.057 (meters)     945.07  (feet)  COMP
 GC0115  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC0115
 GC0115  VERT ORDER  -  SECOND    CLASS 0
 GC0115
 GC0115.The horizontal coordinates were scaled from a topographic map and have
 GC0115.an estimated accuracy of +/- 6 seconds.
 GC0115
 GC0115.The orthometric height was determined by differential leveling
 GC0115.and adjusted by the National Geodetic Survey in June 1991..
 GC0115
 GC0115.The geoid height was determined by GEOID03.
 GC0115
 GC0115.The dynamic height is computed by dividing the NAVD 88
 GC0115.geopotential number by the normal gravity value computed on the
 GC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0115.degrees latitude (g = 980.6199 gals.).
 GC0115
 GC0115.The modeled gravity was interpolated from observed gravity values.
 GC0115
 GC0115;                    North         East    Units  Estimated Accuracy
 GC0115;SPC TN       -   247,300.      577,870.      MT  (+/- 180 meters Scaled)
 GC0115
 GC0115                          SUPERSEDED SURVEY CONTROL
 GC0115
 GC0115  NGVD 29 (??/??/92)  288.383  (m)          946.14   (f) ADJ UNCH    2 0
 GC0115
 GC0115.Superseded values are not recommended for survey control.
 GC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0115.See file dsdata.txt to determine how the superseded data were derived.
 GC0115
 GC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF673465(NAD 83)
 GC0115_MARKER: DD = SURVEY DISK
 GC0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0115_STAMPING: 6-5 1961
 GC0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0115+STABILITY: SURFACE MOTION
 GC0115
 GC0115  HISTORY     - Date     Condition        Report By
 GC0115  HISTORY     - 1961     MONUMENTED       TNHD
 GC0115
 GC0115                          STATION DESCRIPTION
 GC0115
 GC0115'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0115'1.5 MI S FROM WESTMORELAND.
 GC0115'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0115'0.16 MILES EAST ALONG STATE ROUTE 52 TO A PAVED ROAD RIGHT,
 GC0115'TURN RIGHT AND GO 1.25 MILES TO THE MARK ON THE RIGHT.  THE
 GC0115'MARK IS LOCATED 120 FEET EAST OF A BARN, 63 FEET SOUTH OF CENTERLINE
 GC0115'OF GRAVEL ROAD, 31 FEET SOUTHEAST OF A 14 INCH CEDAR TREE AND
 GC0115'1.3 FEET WEST OF WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0115'BENCH MARK SET IN A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0120 ***********************************************************************
 GC0120  DESIGNATION -  6 6
 GC0120  PID         -  GC0120
 GC0120  STATE/COUNTY-  TN/SUMNER
 GC0120  USGS QUAD   -  WESTMORELAND (1979)
 GC0120
 GC0120                         *CURRENT SURVEY CONTROL
 GC0120  ___________________________________________________________________
 GC0120* NAD 83(1986)-  36 32 02.     (N)    086 14 47.     (W)     SCALED    
 GC0120* NAVD 88     -       199.773  (meters)     655.42   (feet)  ADJUSTED  
 GC0120  ___________________________________________________________________
 GC0120  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0120  DYNAMIC HT  -         199.610 (meters)     654.89  (feet)  COMP
 GC0120  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GC0120
 GC0120  VERT ORDER  -  SECOND    CLASS 0
 GC0120
 GC0120.The horizontal coordinates were scaled from a topographic map and have
 GC0120.an estimated accuracy of +/- 6 seconds.
 GC0120
 GC0120.The orthometric height was determined by differential leveling
 GC0120.and adjusted by the National Geodetic Survey in June 1991..
 GC0120
 GC0120.The geoid height was determined by GEOID03.
 GC0120
 GC0120.The dynamic height is computed by dividing the NAVD 88
 GC0120.geopotential number by the normal gravity value computed on the
 GC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0120.degrees latitude (g = 980.6199 gals.).
 GC0120
 GC0120.The modeled gravity was interpolated from observed gravity values.
 GC0120
 GC0120;                    North         East    Units  Estimated Accuracy
 GC0120;SPC TN       -   244,180.      577,940.      MT  (+/- 180 meters Scaled)
 GC0120
 GC0120                          SUPERSEDED SURVEY CONTROL
 GC0120
 GC0120  NGVD 29 (??/??/92)  199.860  (m)          655.71   (f) ADJ UNCH    2 0
 GC0120
 GC0120.Superseded values are not recommended for survey control.
 GC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0120.See file dsdata.txt to determine how the superseded data were derived.
 GC0120
 GC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674434(NAD 83)
 GC0120_MARKER: DD = SURVEY DISK
 GC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0120_STAMPING: 6-6 1961
 GC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0120+STABILITY: SURFACE MOTION
 GC0120
 GC0120  HISTORY     - Date     Condition        Report By
 GC0120  HISTORY     - 1961     MONUMENTED       TNHD
 GC0120
 GC0120                          STATION DESCRIPTION
 GC0120
 GC0120'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0120'2.6 MI S FROM WESTMORELAND.
 GC0120'FROM THE SOUTH END OF THE RR STATION IN WESTMORELAND, GO EAST
 GC0120'ALONG STATE ROUTE 52 FOR 0.16 MILE TO A PAVED ROAD RIGHT.  TURN
 GC0120'RIGHT AND GO SOUTH FOR 1.11 MILES TO A GRAVELED ROAD RIGHT.
 GC0120'TURN RIGHT AND GO SOUTH FOR 1.05 MILES TO THE MARK ON THE RIGHT
 GC0120'AT A DRIVEWAY.  THE DRIVEWAY FORDS A CREEK AND THE MARK IS 82
 GC0120'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET
 GC0120'SOUTHWEST OF THE DRIVEWAY, 16 FEET WEST OF THE WEST BANK OF THE
 GC0120'CREEK, 1 FOOT EAST OF A NORTH-SOUTH BARBED WIRE FENCE AND 1.1
 GC0120'FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0120'BENCH MARK IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0121 ***********************************************************************
 GC0121  DESIGNATION -  6 7
 GC0121  PID         -  GC0121
 GC0121  STATE/COUNTY-  TN/SUMNER
 GC0121  USGS QUAD   -  TURNERS STATION (1979)
 GC0121
 GC0121                         *CURRENT SURVEY CONTROL
 GC0121  ___________________________________________________________________
 GC0121* NAD 83(1986)-  36 31 20.     (N)    086 15 36.     (W)     SCALED    
 GC0121* NAVD 88     -       182.034  (meters)     597.22   (feet)  ADJUSTED  
 GC0121  ___________________________________________________________________
 GC0121  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0121  DYNAMIC HT  -         181.887 (meters)     596.74  (feet)  COMP
 GC0121  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GC0121
 GC0121  VERT ORDER  -  SECOND    CLASS 0
 GC0121
 GC0121.The horizontal coordinates were scaled from a topographic map and have
 GC0121.an estimated accuracy of +/- 6 seconds.
 GC0121
 GC0121.The orthometric height was determined by differential leveling
 GC0121.and adjusted by the National Geodetic Survey in June 1991..
 GC0121
 GC0121.The geoid height was determined by GEOID03.
 GC0121
 GC0121.The dynamic height is computed by dividing the NAVD 88
 GC0121.geopotential number by the normal gravity value computed on the
 GC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0121.degrees latitude (g = 980.6199 gals.).
 GC0121
 GC0121.The modeled gravity was interpolated from observed gravity values.
 GC0121
 GC0121;                    North         East    Units  Estimated Accuracy
 GC0121;SPC TN       -   242,890.      576,710.      MT  (+/- 180 meters Scaled)
 GC0121
 GC0121                          SUPERSEDED SURVEY CONTROL
 GC0121
 GC0121  NGVD 29 (??/??/92)  182.118  (m)          597.50   (f) ADJ UNCH    2 0
 GC0121
 GC0121.Superseded values are not recommended for survey control.
 GC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0121.See file dsdata.txt to determine how the superseded data were derived.
 GC0121
 GC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF662421(NAD 83)
 GC0121_MARKER: DD = SURVEY DISK
 GC0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0121_STAMPING: 6-7 1961
 GC0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0121+STABILITY: SURFACE MOTION
 GC0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0121+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GC0121
 GC0121  HISTORY     - Date     Condition        Report By
 GC0121  HISTORY     - 1961     MONUMENTED       TNHD
 GC0121  HISTORY     - 20020520 GOOD             TNDT
 GC0121
 GC0121                          STATION DESCRIPTION
 GC0121
 GC0121'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0121'2 MI N FROM BRANSFORD.
 GC0121'FROM THE INTERSECTION OF U.S. HIGHWAY 231 AND U.S. HIGHWAY 31E
 GC0121'AT BRANSFORD, GO 1.5 MILES NORTH ALONG U.S. HIGHWAY 31E TO A
 GC0121'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO 0.5 MILE TO THE MARK
 GC0121'ON THE LEFT.  THE MARK IS LOCATED 34 FEET NORTHWEST OF THE
 GC0121'CENTERLINE OF THE GRAVELED ROAD, 28 FEET EAST OF THE
 GC0121'CENTERLINE OF A TRACK ROAD, 6.5 FEET EAST OF A 3 FOOT COTTONWOOD
 GC0121'TREE, AND 1.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 GC0121'STANDARD TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE,
 GC0121'CONCRETE POST FLUSH WITH THE GROUND.
 GC0121
 GC0121                          STATION RECOVERY (2002)
 GC0121
 GC0121'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0316 ***********************************************************************
 GC0316  DESIGNATION -  6 8
 GC0316  PID         -  GC0316
 GC0316  STATE/COUNTY-  TN/SUMNER
 GC0316  USGS QUAD   -  BETHPAGE (1994)
 GC0316
 GC0316                         *CURRENT SURVEY CONTROL
 GC0316  ___________________________________________________________________
 GC0316* NAD 83(1986)-  36 29 46.     (N)    086 17 25.     (W)     SCALED    
 GC0316* NAVD 88     -       170.110  (meters)     558.10   (feet)  ADJUSTED  
 GC0316  ___________________________________________________________________
 GC0316  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0316  DYNAMIC HT  -         169.973 (meters)     557.65  (feet)  COMP
 GC0316  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GC0316
 GC0316  VERT ORDER  -  SECOND    CLASS 0
 GC0316
 GC0316.The horizontal coordinates were scaled from a topographic map and have
 GC0316.an estimated accuracy of +/- 6 seconds.
 GC0316
 GC0316.The orthometric height was determined by differential leveling
 GC0316.and adjusted by the National Geodetic Survey in June 1991..
 GC0316
 GC0316.The geoid height was determined by GEOID03.
 GC0316
 GC0316.The dynamic height is computed by dividing the NAVD 88
 GC0316.geopotential number by the normal gravity value computed on the
 GC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0316.degrees latitude (g = 980.6199 gals.).
 GC0316
 GC0316.The modeled gravity was interpolated from observed gravity values.
 GC0316
 GC0316;                    North         East    Units  Estimated Accuracy
 GC0316;SPC TN       -   240,000.      573,990.      MT  (+/- 180 meters Scaled)
 GC0316
 GC0316                          SUPERSEDED SURVEY CONTROL
 GC0316
 GC0316  NGVD 29 (??/??/92)  170.190  (m)          558.37   (f) ADJ UNCH    2 0
 GC0316
 GC0316.Superseded values are not recommended for survey control.
 GC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0316.See file dsdata.txt to determine how the superseded data were derived.
 GC0316
 GC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF635392(NAD 83)
 GC0316_MARKER: DB = BENCH MARK DISK
 GC0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0316_STAMPING: 6-8 1961
 GC0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0316+STABILITY: SURFACE MOTION
 GC0316
 GC0316  HISTORY     - Date     Condition        Report By
 GC0316  HISTORY     - 1961     MONUMENTED       TNHD
 GC0316
 GC0316                          STATION DESCRIPTION
 GC0316
 GC0316'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0316'1.8 MI W FROM BRANSFORD.
 GC0316'FROM THE INTERSECTION OF U.S. HIGHWAY 31E AND U.S. HIGHWAY 231
 GC0316'AT BRANSFORD, GO WEST ON U.S. HIGHWAY 31E FOR 1.8 MILES TO A
 GC0316'CONCRETE CULVERT.  THE MARK IS LOCATED 22 FEET SOUTH OF THE
 GC0316'CENTERLINE OF U.S. HIGHWAY 31E, 50.5 FEET WEST OF THE WEST WALL
 GC0316'OF A CONCRETE CULVERT, 35.5 FEET WEST OF A TELEPHONE POLE AND
 GC0316'1.8 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC0316'TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0316'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0321 ***********************************************************************
 GC0321  DESIGNATION -  6 9
 GC0321  PID         -  GC0321
 GC0321  STATE/COUNTY-  TN/SUMNER
 GC0321  USGS QUAD   -  BETHPAGE (1994)
 GC0321
 GC0321                         *CURRENT SURVEY CONTROL
 GC0321  ___________________________________________________________________
 GC0321* NAD 83(1986)-  36 28 38.     (N)    086 19 26.     (W)     SCALED    
 GC0321* NAVD 88     -       189.481  (meters)     621.66   (feet)  ADJUSTED  
 GC0321  ___________________________________________________________________
 GC0321  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0321  DYNAMIC HT  -         189.329 (meters)     621.16  (feet)  COMP
 GC0321  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GC0321
 GC0321  VERT ORDER  -  SECOND    CLASS 0
 GC0321
 GC0321.The horizontal coordinates were scaled from a topographic map and have
 GC0321.an estimated accuracy of +/- 6 seconds.
 GC0321
 GC0321.The orthometric height was determined by differential leveling
 GC0321.and adjusted by the National Geodetic Survey in June 1991..
 GC0321
 GC0321.The geoid height was determined by GEOID03.
 GC0321
 GC0321.The dynamic height is computed by dividing the NAVD 88
 GC0321.geopotential number by the normal gravity value computed on the
 GC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0321.degrees latitude (g = 980.6199 gals.).
 GC0321
 GC0321.The modeled gravity was interpolated from observed gravity values.
 GC0321
 GC0321;                    North         East    Units  Estimated Accuracy
 GC0321;SPC TN       -   237,920.      570,970.      MT  (+/- 180 meters Scaled)
 GC0321
 GC0321                          SUPERSEDED SURVEY CONTROL
 GC0321
 GC0321  NGVD 29 (??/??/92)  189.564  (m)          621.93   (f) ADJ UNCH    2 0
 GC0321
 GC0321.Superseded values are not recommended for survey control.
 GC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0321.See file dsdata.txt to determine how the superseded data were derived.
 GC0321
 GC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF605370(NAD 83)
 GC0321_MARKER: DD = SURVEY DISK
 GC0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0321_STAMPING: 6-9 1961
 GC0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0321+STABILITY: SURFACE MOTION
 GC0321
 GC0321  HISTORY     - Date     Condition        Report By
 GC0321  HISTORY     - 1961     MONUMENTED       TNHD
 GC0321
 GC0321                          STATION DESCRIPTION
 GC0321
 GC0321'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0321'9 MI S FROM BETHPAGE.
 GC0321'FROM THE U.S. POST OFFICE AT BETHPAGE, GO 0.9 MILES SOUTH ON U.S.
 GC0321'31E TO A DRIVEWAY RIGHT.  THE MARK IS LOCATED 34 FEET WEST OF
 GC0321'CENTERLINE OF U.S. 31E, 31.5 FEET NORTHEAST OF THE CENTERLINE OF
 GC0321'THE DRIVEWAY, 8 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE,
 GC0321'2.0 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0321'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH CONCRETE
 GC0321'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1070 ***********************************************************************
 FD1070  DESIGNATION -  6 A 1
 FD1070  PID         -  FD1070
 FD1070  STATE/COUNTY-  TN/LAWRENCE
 FD1070  USGS QUAD   -  ST JOSEPH (1976)
 FD1070
 FD1070                         *CURRENT SURVEY CONTROL
 FD1070  ___________________________________________________________________
 FD1070* NAD 83(1986)-  35 02 05.     (N)    087 30 15.     (W)     SCALED    
 FD1070* NAVD 88     -       240.302  (meters)     788.39   (feet)  ADJUSTED  
 FD1070  ___________________________________________________________________
 FD1070  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1070  DYNAMIC HT  -         240.073 (meters)     787.64  (feet)  COMP
 FD1070  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FD1070
 FD1070  VERT ORDER  -  FIRST     CLASS II
 FD1070
 FD1070.The horizontal coordinates were scaled from a topographic map and have
 FD1070.an estimated accuracy of +/- 6 seconds.
 FD1070
 FD1070.The orthometric height was determined by differential leveling
 FD1070.and adjusted by the National Geodetic Survey in June 1991..
 FD1070
 FD1070.The geoid height was determined by GEOID03.
 FD1070
 FD1070.The dynamic height is computed by dividing the NAVD 88
 FD1070.geopotential number by the normal gravity value computed on the
 FD1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1070.degrees latitude (g = 980.6199 gals.).
 FD1070
 FD1070.The modeled gravity was interpolated from observed gravity values.
 FD1070
 FD1070;                    North         East    Units  Estimated Accuracy
 FD1070;SPC TN       -    78,880.      462,750.      MT  (+/- 180 meters Scaled)
 FD1070
 FD1070                          SUPERSEDED SURVEY CONTROL
 FD1070
 FD1070  NGVD 29 (??/??/92)  240.268  (m)          788.28   (f) ADJ UNCH    1 2
 FD1070
 FD1070.Superseded values are not recommended for survey control.
 FD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1070.See file dsdata.txt to determine how the superseded data were derived.
 FD1070
 FD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD540770(NAD 83)
 FD1070_MARKER: DD = SURVEY DISK
 FD1070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1070_STAMPING: 6 A 1 1962
 FD1070_MARK LOGO: TNHD  
 FD1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1070+STABILITY: SURFACE MOTION
 FD1070
 FD1070  HISTORY     - Date     Condition        Report By
 FD1070  HISTORY     - 1962     MONUMENTED       TNHD
 FD1070  HISTORY     - 1983     GOOD             NGS
 FD1070  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1070
 FD1070                          STATION DESCRIPTION
 FD1070
 FD1070'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1070'1 MI N FROM ST JOSEPH.
 FD1070'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 43 IN
 FD1070'ST. JOSEPH, GO NORTH FOR 1.0 MILE TO THE MARK ON THE RIGHT.  THE
 FD1070'MARK IS 28 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 6 FEET
 FD1070'NORTH OF A GUY WIRE POLE AND 6 FEET WEST OF A FENCE.  THE MARK
 FD1070'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 FD1070'IN A DRILLED HOLE IN THE EAST HEADWALL OF A ROUND CULVERT, 1.2
 FD1070'FEET FROM THE NORTH END AND ABOUT 1 FOOT BELOW THE PAVEMENT.
 FD1070
 FD1070                          STATION RECOVERY (1983)
 FD1070
 FD1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1070'RECOVERED IN GOOD CONDITION.  NOTE, ACROSS HIGHWAY AND EAST OF A
 FD1070'TEXACO SERVICE STATION.
 FD1070
 FD1070                          STATION RECOVERY (2002)
 FD1070
 FD1070'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0911 ***********************************************************************
 FD0911  DESIGNATION -  6 A 10 RESET
 FD0911  PID         -  FD0911
 FD0911  STATE/COUNTY-  TN/LAWRENCE
 FD0911  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0911
 FD0911                         *CURRENT SURVEY CONTROL
 FD0911  ___________________________________________________________________
 FD0911* NAD 83(1986)-  35 12 28.     (N)    087 20 23.     (W)     SCALED    
 FD0911* NAVD 88     -       286.395  (meters)     939.61   (feet)  ADJUSTED  
 FD0911  ___________________________________________________________________
 FD0911  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0911  DYNAMIC HT  -         286.121 (meters)     938.72  (feet)  COMP
 FD0911  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FD0911
 FD0911  VERT ORDER  -  FIRST     CLASS II
 FD0911
 FD0911.The horizontal coordinates were scaled from a topographic map and have
 FD0911.an estimated accuracy of +/- 6 seconds.
 FD0911
 FD0911.The orthometric height was determined by differential leveling
 FD0911.and adjusted by the National Geodetic Survey in June 1991..
 FD0911
 FD0911.The geoid height was determined by GEOID03.
 FD0911
 FD0911.The dynamic height is computed by dividing the NAVD 88
 FD0911.geopotential number by the normal gravity value computed on the
 FD0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0911.degrees latitude (g = 980.6199 gals.).
 FD0911
 FD0911.The modeled gravity was interpolated from observed gravity values.
 FD0911
 FD0911;                    North         East    Units  Estimated Accuracy
 FD0911;SPC TN       -    97,860.      478,010.      MT  (+/- 180 meters Scaled)
 FD0911
 FD0911                          SUPERSEDED SURVEY CONTROL
 FD0911
 FD0911.No superseded survey control is available for this station.
 FD0911
 FD0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690961(NAD 83)
 FD0911_MARKER: DB = BENCH MARK DISK
 FD0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0911_STAMPING: 6 A-10 RESET 1974
 FD0911_MARK LOGO: NGS   
 FD0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0911+STABILITY: SURFACE MOTION
 FD0911
 FD0911  HISTORY     - Date     Condition        Report By
 FD0911  HISTORY     - 1974     MONUMENTED       NGS
 FD0911  HISTORY     - 1983     GOOD             NGS
 FD0911
 FD0911                          STATION DESCRIPTION
 FD0911
 FD0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FD0911'2.3 MI S FROM LAWRENCEBURG.
 FD0911'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0911'IN LAWRENCEBURG, GO SOUTHERLY ON U.S. HIGHWAY 43 FOR 2.3 MILES
 FD0911'TO THE MARK IN A PINE THICKET ON THE RIGHT.  THE MARK IS 111 FEET
 FD0911'SOUTH OF A 16-INCH POPLAR TREE, 70 FEET WEST OF THE APPROXIMATE
 FD0911'CENTER OF U.S. HIGHWAY 43, 3 FEET WEST OF THE WEST RIGHT-OF-WAY
 FD0911'LINE AND 1.3 FEET NORTH OF A METAL WITNESS POST AND SIGN.  THE
 FD0911'MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK SET IN THE TOP
 FD0911'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0911
 FD0911                          STATION RECOVERY (1983)
 FD0911
 FD0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0911'RECOVERED IN GOOD CONDITION.  NOTE, ABOUT 76.2 METERS (250.0 FT)
 FD0911'SOUTH-SOUTHWEST OF THE SOUTH END OF THE WEST METAL GUARD RAIL OF THE
 FD0911'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0912 ***********************************************************************
 FD0912  DESIGNATION -  6 A 11
 FD0912  PID         -  FD0912
 FD0912  STATE/COUNTY-  TN/LAWRENCE
 FD0912  USGS QUAD   -  ETHRIDGE (1988)
 FD0912
 FD0912                         *CURRENT SURVEY CONTROL
 FD0912  ___________________________________________________________________
 FD0912* NAD 83(1986)-  35 15 24.     (N)    087 19 31.     (W)     SCALED    
 FD0912* NAVD 88     -       281.568  (meters)     923.78   (feet)  ADJUSTED  
 FD0912  ___________________________________________________________________
 FD0912  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0912  DYNAMIC HT  -         281.300 (meters)     922.90  (feet)  COMP
 FD0912  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FD0912
 FD0912  VERT ORDER  -  SECOND    CLASS 0
 FD0912
 FD0912.The horizontal coordinates were scaled from a topographic map and have
 FD0912.an estimated accuracy of +/- 6 seconds.
 FD0912
 FD0912.The orthometric height was determined by differential leveling
 FD0912.and adjusted by the National Geodetic Survey in June 1991..
 FD0912
 FD0912.The geoid height was determined by GEOID03.
 FD0912
 FD0912.The dynamic height is computed by dividing the NAVD 88
 FD0912.geopotential number by the normal gravity value computed on the
 FD0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0912.degrees latitude (g = 980.6199 gals.).
 FD0912
 FD0912.The modeled gravity was interpolated from observed gravity values.
 FD0912
 FD0912;                    North         East    Units  Estimated Accuracy
 FD0912;SPC TN       -   103,260.      479,400.      MT  (+/- 180 meters Scaled)
 FD0912
 FD0912                          SUPERSEDED SURVEY CONTROL
 FD0912
 FD0912  NGVD 29 (??/??/92)  281.529  (m)          923.65   (f) ADJ UNCH    2 0
 FD0912
 FD0912.Superseded values are not recommended for survey control.
 FD0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0912.See file dsdata.txt to determine how the superseded data were derived.
 FD0912
 FD0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE704015(NAD 83)
 FD0912_MARKER: DD = SURVEY DISK
 FD0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0912_SP_SET: SIDEWALK
 FD0912_STAMPING: 6 A-11 1962
 FD0912_MARK LOGO: TNHD  
 FD0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0912
 FD0912  HISTORY     - Date     Condition        Report By
 FD0912  HISTORY     - 1962     MONUMENTED       TNHD
 FD0912  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0912
 FD0912                          STATION DESCRIPTION
 FD0912
 FD0912'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0912'1.2 MI N FROM LAWRENCEBURG.
 FD0912'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64
 FD0912'IN LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 1.2 MILES TO
 FD0912'THE INTERSECTION OF WEEKLY CREEK ROAD.  THE MARK IS 38 FEET
 FD0912'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 26 FEET SOUTHWEST OF
 FD0912'THE CENTERLINE OF WEEKLY CREEK ROAD, 2 FEET EAST OF A TELEPHONE
 FD0912'POLE AND CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST CORNER OF
 FD0912'THE INTERSECTION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0912'DEPARTMENT DISK LOCATED IN A RAISED PORTION OF THE SIDEWALK.
 FD0912
 FD0912                          STATION RECOVERY (1983)
 FD0912
 FD0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0912'NOT RECOVERED, POSSIBLY A NEW CURB HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0917 ***********************************************************************
 FD0917  DESIGNATION -  6 A 12
 FD0917  PID         -  FD0917
 FD0917  STATE/COUNTY-  TN/LAWRENCE
 FD0917  USGS QUAD   -  ETHRIDGE (1988)
 FD0917
 FD0917                         *CURRENT SURVEY CONTROL
 FD0917  ___________________________________________________________________
 FD0917* NAD 83(1986)-  35 17 48.     (N)    087 18 26.     (W)     SCALED    
 FD0917* NAVD 88     -       286.743  (meters)     940.76   (feet)  ADJUSTED  
 FD0917  ___________________________________________________________________
 FD0917  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0917  DYNAMIC HT  -         286.472 (meters)     939.87  (feet)  COMP
 FD0917  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FD0917
 FD0917  VERT ORDER  -  FIRST     CLASS II
 FD0917
 FD0917.The horizontal coordinates were scaled from a topographic map and have
 FD0917.an estimated accuracy of +/- 6 seconds.
 FD0917
 FD0917.The orthometric height was determined by differential leveling
 FD0917.and adjusted by the National Geodetic Survey in June 1991..
 FD0917
 FD0917.The geoid height was determined by GEOID03.
 FD0917
 FD0917.The dynamic height is computed by dividing the NAVD 88
 FD0917.geopotential number by the normal gravity value computed on the
 FD0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0917.degrees latitude (g = 980.6199 gals.).
 FD0917
 FD0917.The modeled gravity was interpolated from observed gravity values.
 FD0917
 FD0917;                    North         East    Units  Estimated Accuracy
 FD0917;SPC TN       -   107,680.      481,100.      MT  (+/- 180 meters Scaled)
 FD0917
 FD0917                          SUPERSEDED SURVEY CONTROL
 FD0917
 FD0917  NGVD 29 (??/??/92)  286.711  (m)          940.65   (f) ADJ UNCH    1 2
 FD0917
 FD0917.Superseded values are not recommended for survey control.
 FD0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0917.See file dsdata.txt to determine how the superseded data were derived.
 FD0917
 FD0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE720059(NAD 83)
 FD0917_MARKER: DD = SURVEY DISK
 FD0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0917_STAMPING: 6 A-12 1962
 FD0917_MARK LOGO: TNHD  
 FD0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0917+STABILITY: SURFACE MOTION
 FD0917
 FD0917  HISTORY     - Date     Condition        Report By
 FD0917  HISTORY     - 1962     MONUMENTED       TNHD
 FD0917  HISTORY     - 1983     GOOD             NGS
 FD0917
 FD0917                          STATION DESCRIPTION
 FD0917
 FD0917'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0917'4.2 MI N FROM LAWRENCEBURG.
 FD0917'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0917'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 4.2 MILES TO THE
 FD0917'MARK ON THE RIGHT.  THE MARK IS 28 FEET SOUTHEAST OF THE CENTERLINE
 FD0917'OF U.S. HIGHWAY 43, 62 FEET SOUTH OF A DRIVEWAY AT A BRICK
 FD0917'RESIDENCE, 2 FEET SOUTHEAST OF POWER POLE NO. 306 AND 3.5 FEET
 FD0917'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0917'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0917'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0917
 FD0917                          STATION RECOVERY (1983)
 FD0917
 FD0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0917'RECOVERED IN GOOD CONDITION.  NOTE, 0.6 METER (2.0 FT) EAST OF
 FD0917'POWERLINE POLE NUMBER 306.
 FD0917'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 FD0917'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0918 ***********************************************************************
 FD0918  DESIGNATION -  6 A 13
 FD0918  PID         -  FD0918
 FD0918  STATE/COUNTY-  TN/LAWRENCE
 FD0918  USGS QUAD   -  ETHRIDGE (1988)
 FD0918
 FD0918                         *CURRENT SURVEY CONTROL
 FD0918  ___________________________________________________________________
 FD0918* NAD 83(1986)-  35 18 35.     (N)    087 18 06.     (W)     SCALED    
 FD0918* NAVD 88     -       280.774  (meters)     921.17   (feet)  ADJUSTED  
 FD0918  ___________________________________________________________________
 FD0918  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0918  DYNAMIC HT  -         280.509 (meters)     920.30  (feet)  COMP
 FD0918  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FD0918
 FD0918  VERT ORDER  -  FIRST     CLASS II
 FD0918
 FD0918.The horizontal coordinates were scaled from a topographic map and have
 FD0918.an estimated accuracy of +/- 6 seconds.
 FD0918
 FD0918.The orthometric height was determined by differential leveling
 FD0918.and adjusted by the National Geodetic Survey in June 1991..
 FD0918
 FD0918.The geoid height was determined by GEOID03.
 FD0918
 FD0918.The dynamic height is computed by dividing the NAVD 88
 FD0918.geopotential number by the normal gravity value computed on the
 FD0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0918.degrees latitude (g = 980.6199 gals.).
 FD0918
 FD0918.The modeled gravity was interpolated from observed gravity values.
 FD0918
 FD0918;                    North         East    Units  Estimated Accuracy
 FD0918;SPC TN       -   109,120.      481,630.      MT  (+/- 180 meters Scaled)
 FD0918
 FD0918                          SUPERSEDED SURVEY CONTROL
 FD0918
 FD0918  NGVD 29 (??/??/92)  280.744  (m)          921.07   (f) ADJ UNCH    1 2
 FD0918
 FD0918.Superseded values are not recommended for survey control.
 FD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0918.See file dsdata.txt to determine how the superseded data were derived.
 FD0918
 FD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE725074(NAD 83)
 FD0918_MARKER: DD = SURVEY DISK
 FD0918_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0918_STAMPING: 6 A-13 1962
 FD0918_MARK LOGO: TNHD  
 FD0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0918+STABILITY: SURFACE MOTION
 FD0918
 FD0918  HISTORY     - Date     Condition        Report By
 FD0918  HISTORY     - 1962     MONUMENTED       TNHD
 FD0918  HISTORY     - 1983     GOOD             NGS
 FD0918
 FD0918                          STATION DESCRIPTION
 FD0918
 FD0918'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0918'5.2 MI N FROM LAWRENCEBURG.
 FD0918'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0918'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 5.2 MILES TO THE
 FD0918'MARK ON THE RIGHT.  THE MARK IS 21 FEET EAST OF THE CENTERLINE
 FD0918'OF U.S. HIGHWAY 43, 70 FEET SOUTH OF POWER POLE 290, 21 FEET
 FD0918'SOUTHWEST OF A 6-INCH HICKORY TREE AND IS A STANDARD TENNESSEE
 FD0918'HIGHWAY DEPARTMENT DISK LOCATED IN A DRILLED HOLE IN THE NORTHEAST
 FD0918'WINGWALL AT THE NORTH END OF A SMALL CONCRETE BRIDGE.
 FD0918
 FD0918                          STATION RECOVERY (1983)
 FD0918
 FD0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0924 ***********************************************************************
 FD0924  DESIGNATION -  6 A 15
 FD0924  PID         -  FD0924
 FD0924  STATE/COUNTY-  TN/LAWRENCE
 FD0924  USGS QUAD   -  ETHRIDGE (1988)
 FD0924
 FD0924                         *CURRENT SURVEY CONTROL
 FD0924  ___________________________________________________________________
 FD0924* NAD 83(1986)-  35 20 58.     (N)    087 16 53.     (W)     SCALED    
 FD0924* NAVD 88     -       306.500  (meters)    1005.58   (feet)  ADJUSTED  
 FD0924  ___________________________________________________________________
 FD0924  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0924  DYNAMIC HT  -         306.212 (meters)    1004.63  (feet)  COMP
 FD0924  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 FD0924
 FD0924  VERT ORDER  -  FIRST     CLASS II
 FD0924
 FD0924.The horizontal coordinates were scaled from a topographic map and have
 FD0924.an estimated accuracy of +/- 6 seconds.
 FD0924
 FD0924.The orthometric height was determined by differential leveling
 FD0924.and adjusted by the National Geodetic Survey in June 1991..
 FD0924
 FD0924.The geoid height was determined by GEOID03.
 FD0924
 FD0924.The dynamic height is computed by dividing the NAVD 88
 FD0924.geopotential number by the normal gravity value computed on the
 FD0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0924.degrees latitude (g = 980.6199 gals.).
 FD0924
 FD0924.The modeled gravity was interpolated from observed gravity values.
 FD0924
 FD0924;                    North         East    Units  Estimated Accuracy
 FD0924;SPC TN       -   113,500.      483,530.      MT  (+/- 180 meters Scaled)
 FD0924
 FD0924                          SUPERSEDED SURVEY CONTROL
 FD0924
 FD0924  NGVD 29 (??/??/92)  306.459  (m)         1005.44   (f) ADJ UNCH    1 2
 FD0924
 FD0924.Superseded values are not recommended for survey control.
 FD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0924.See file dsdata.txt to determine how the superseded data were derived.
 FD0924
 FD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744118(NAD 83)
 FD0924_MARKER: DD = SURVEY DISK
 FD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0924_STAMPING: 6 A 15 1962
 FD0924_MARK LOGO: TNHD  
 FD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0924+STABILITY: SURFACE MOTION
 FD0924
 FD0924  HISTORY     - Date     Condition        Report By
 FD0924  HISTORY     - 1962     MONUMENTED       TNHD
 FD0924  HISTORY     - 1983     GOOD             NGS
 FD0924
 FD0924                          STATION DESCRIPTION
 FD0924
 FD0924'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0924'8.2 MI N FROM LAWRENCEBURG.
 FD0924'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0924'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 8.2 MILES TO THE
 FD0924'MARK ON THE LEFT.  THE MARK IS 33 FEET WEST OF THE CENTERLINE OF
 FD0924'U.S. HIGHWAY 43, 2 FEET NORTHWEST OF A TELEPHONE POLE, 6 FEET
 FD0924'SOUTHEAST OF A BARBED WIRE FENCE, 100 FEET SOUTHWEST OF A 4-FOOT,
 FD0924'CONCRETE CULVERT, 260 FEET NORTH OF THE INTERSECTION OF W. EDAN
 FD0924'ROAD AND 2.5 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0924'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD0924'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0924
 FD0924                          STATION RECOVERY (1983)
 FD0924
 FD0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0924'RECOVERED IN GOOD CONDITION.  NOTE, 0.61 METERS (2.0 FT) WEST OF
 FD0924'POWERLINE POLE NUMBER C 38 AND A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0925 ***********************************************************************
 FD0925  DESIGNATION -  6 A 16
 FD0925  PID         -  FD0925
 FD0925  STATE/COUNTY-  TN/LAWRENCE
 FD0925  USGS QUAD   -  ETHRIDGE (1988)
 FD0925
 FD0925                         *CURRENT SURVEY CONTROL
 FD0925  ___________________________________________________________________
 FD0925* NAD 83(1986)-  35 21 49.     (N)    087 16 26.     (W)     SCALED    
 FD0925* NAVD 88     -       304.237  (meters)     998.15   (feet)  ADJUSTED  
 FD0925  ___________________________________________________________________
 FD0925  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0925  DYNAMIC HT  -         303.952 (meters)     997.22  (feet)  COMP
 FD0925  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FD0925
 FD0925  VERT ORDER  -  FIRST     CLASS II
 FD0925
 FD0925.The horizontal coordinates were scaled from a topographic map and have
 FD0925.an estimated accuracy of +/- 6 seconds.
 FD0925
 FD0925.The orthometric height was determined by differential leveling
 FD0925.and adjusted by the National Geodetic Survey in June 1991..
 FD0925
 FD0925.The geoid height was determined by GEOID03.
 FD0925
 FD0925.The dynamic height is computed by dividing the NAVD 88
 FD0925.geopotential number by the normal gravity value computed on the
 FD0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0925.degrees latitude (g = 980.6199 gals.).
 FD0925
 FD0925.The modeled gravity was interpolated from observed gravity values.
 FD0925
 FD0925;                    North         East    Units  Estimated Accuracy
 FD0925;SPC TN       -   115,060.      484,230.      MT  (+/- 180 meters Scaled)
 FD0925
 FD0925                          SUPERSEDED SURVEY CONTROL
 FD0925
 FD0925  NGVD 29 (??/??/92)  304.197  (m)          998.02   (f) ADJ UNCH    1 2
 FD0925
 FD0925.Superseded values are not recommended for survey control.
 FD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0925.See file dsdata.txt to determine how the superseded data were derived.
 FD0925
 FD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE751134(NAD 83)
 FD0925_MARKER: DD = SURVEY DISK
 FD0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0925_STAMPING: 6 A 16 1962
 FD0925_MARK LOGO: TNHD  
 FD0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0925+STABILITY: SURFACE MOTION
 FD0925
 FD0925  HISTORY     - Date     Condition        Report By
 FD0925  HISTORY     - 1962     MONUMENTED       TNHD
 FD0925  HISTORY     - 1983     GOOD             NGS
 FD0925
 FD0925                          STATION DESCRIPTION
 FD0925
 FD0925'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0925'9.3 MI N FROM LAWRENCEBURG.
 FD0925'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0925'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 9.3 MILES TO THE
 FD0925'MARK ON THE RIGHT.  THE MARK IS 26 FEET EAST OF THE CENTERLINE
 FD0925'OF U.S. HIGHWAY 43, 4.5 FEET SOUTH EAST OF POWER POLE NO. 226 AND
 FD0925'2.3 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0925'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 FD0925'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND LOCATED IN
 FD0925'A ROW OF PINE TREES.
 FD0925
 FD0925                          STATION RECOVERY (1983)
 FD0925
 FD0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0925'RECOVERED IN GOOD CONDITION.  NOTE, 1.2 METERS (4.0 FT) SOUTH OF A
 FD0925'POWERLINE POLE, AND 0.91 METERS (3.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0930 ***********************************************************************
 FD0930  DESIGNATION -  6 A 17
 FD0930  PID         -  FD0930
 FD0930  STATE/COUNTY-  TN/LAWRENCE
 FD0930  USGS QUAD   -  SUMMERTOWN (1976)
 FD0930
 FD0930                         *CURRENT SURVEY CONTROL
 FD0930  ___________________________________________________________________
 FD0930* NAD 83(1986)-  35 23 43.     (N)    087 16 38.     (W)     SCALED    
 FD0930* NAVD 88     -       275.948  (meters)     905.34   (feet)  ADJUSTED  
 FD0930  ___________________________________________________________________
 FD0930  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0930  DYNAMIC HT  -         275.691 (meters)     904.50  (feet)  COMP
 FD0930  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FD0930
 FD0930  VERT ORDER  -  FIRST     CLASS II
 FD0930
 FD0930.The horizontal coordinates were scaled from a topographic map and have
 FD0930.an estimated accuracy of +/- 6 seconds.
 FD0930
 FD0930.The orthometric height was determined by differential leveling
 FD0930.and adjusted by the National Geodetic Survey in June 1991..
 FD0930
 FD0930.The geoid height was determined by GEOID03.
 FD0930
 FD0930.The dynamic height is computed by dividing the NAVD 88
 FD0930.geopotential number by the normal gravity value computed on the
 FD0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0930.degrees latitude (g = 980.6199 gals.).
 FD0930
 FD0930.The modeled gravity was interpolated from observed gravity values.
 FD0930
 FD0930;                    North         East    Units  Estimated Accuracy
 FD0930;SPC TN       -   118,580.      483,970.      MT  (+/- 180 meters Scaled)
 FD0930
 FD0930                          SUPERSEDED SURVEY CONTROL
 FD0930
 FD0930  NGVD 29 (??/??/92)  275.919  (m)          905.24   (f) ADJ UNCH    1 2
 FD0930
 FD0930.Superseded values are not recommended for survey control.
 FD0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0930.See file dsdata.txt to determine how the superseded data were derived.
 FD0930
 FD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE748169(NAD 83)
 FD0930_MARKER: DD = SURVEY DISK
 FD0930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0930_STAMPING: 6 A 17 1962
 FD0930_MARK LOGO: TNHD  
 FD0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0930+STABILITY: SURFACE MOTION
 FD0930
 FD0930  HISTORY     - Date     Condition        Report By
 FD0930  HISTORY     - 1962     MONUMENTED       TNHD
 FD0930  HISTORY     - 1983     POOR             NGS
 FD0930
 FD0930                          STATION DESCRIPTION
 FD0930
 FD0930'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0930'11.6 MI N FROM LAWRENCEBURG.
 FD0930'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0930'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 11.6 MILES TO THE
 FD0930'MARK ON THE RIGHT.  THE MARK IS 28 FEET EAST OF THE CENTERLINE OF
 FD0930'U.S. HIGHWAY 43, 32 FEET SOUTHWEST OF A 10-INCH WALNUT TREE, 60
 FD0930'FEET SOUTH OF POWER POLE NO. 50 AND 78 FEET NORTH OF THE
 FD0930'CENTERLINE OF A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0930'DEPARTMENT DISK LOCATED IN THE CENTER OF EAST HEADWALL OF A
 FD0930'CONCRETE CULVERT AND ABOUT 2 FEET BELOW THE PAVEMENT.
 FD0930
 FD0930                          STATION RECOVERY (1983)
 FD0930
 FD0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0930'RECOVERED IN POOR CONDITION.  NOTE, 18.3 KM (11.4 MI) NORTH ALONG
 FD0930'U.S. HIGHWAY 43 FROM THE JUNCTION OF U.S. HIGHWAY 64 IN LAWRENCEBURG
 FD0930'TO THE MARK ON THE RIGHT.  NOTE, POWERLINE POLE 50 HAS BEEN MOVED, NEW
 FD0930'MEASUREMENTS FOLLOW, 17.83 METERS (58.5 FT) SOUTHWEST OF THE
 FD0930'POWERLINE POLE NUMBER 71.
 FD0930'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0882 ***********************************************************************
 FD0882  DESIGNATION -  6 A 2
 FD0882  PID         -  FD0882
 FD0882  STATE/COUNTY-  TN/LAWRENCE
 FD0882  USGS QUAD   -  LORETTO (1976)
 FD0882
 FD0882                         *CURRENT SURVEY CONTROL
 FD0882  ___________________________________________________________________
 FD0882* NAD 83(1986)-  35 02 44.     (N)    087 29 39.     (W)     SCALED    
 FD0882* NAVD 88     -       244.181  (meters)     801.12   (feet)  ADJUSTED  
 FD0882  ___________________________________________________________________
 FD0882  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD0882  DYNAMIC HT  -         243.947 (meters)     800.35  (feet)  COMP
 FD0882  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FD0882
 FD0882  VERT ORDER  -  SECOND    CLASS 0
 FD0882
 FD0882.The horizontal coordinates were scaled from a topographic map and have
 FD0882.an estimated accuracy of +/- 6 seconds.
 FD0882
 FD0882.The orthometric height was determined by differential leveling
 FD0882.and adjusted by the National Geodetic Survey in June 1991..
 FD0882
 FD0882.The geoid height was determined by GEOID03.
 FD0882
 FD0882.The dynamic height is computed by dividing the NAVD 88
 FD0882.geopotential number by the normal gravity value computed on the
 FD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0882.degrees latitude (g = 980.6199 gals.).
 FD0882
 FD0882.The modeled gravity was interpolated from observed gravity values.
 FD0882
 FD0882;                    North         East    Units  Estimated Accuracy
 FD0882;SPC TN       -    80,060.      463,680.      MT  (+/- 180 meters Scaled)
 FD0882
 FD0882                          SUPERSEDED SURVEY CONTROL
 FD0882
 FD0882  NGVD 29 (??/??/92)  244.145  (m)          801.00   (f) ADJ UNCH    2 0
 FD0882
 FD0882.Superseded values are not recommended for survey control.
 FD0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0882.See file dsdata.txt to determine how the superseded data were derived.
 FD0882
 FD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD549782(NAD 83)
 FD0882_MARKER: DD = SURVEY DISK
 FD0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0882_SP_SET: CULVERT
 FD0882_STAMPING: 6 A-2 1962
 FD0882_MARK LOGO: TNHD  
 FD0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0882
 FD0882  HISTORY     - Date     Condition        Report By
 FD0882  HISTORY     - 1962     MONUMENTED       TNHD
 FD0882  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0882  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0882
 FD0882                          STATION DESCRIPTION
 FD0882
 FD0882'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0882'1.1 MI N FROM ST JOSEPH.
 FD0882'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 43 IN ST.
 FD0882'JOSEPH, GO NORTH FOR 1.1 MILE TO THE MARK ON THE RIGHT.  THE
 FD0882'MARK IS 29 FEET SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 43,
 FD0882'43 FEET SOUTHWEST OF A FENCE CORNER AND IS A STANDARD TENNESSEE
 FD0882'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN THE NORTH HEADWALL
 FD0882'OF A ROUND CULVERT, 0.5 FEET FROM THE WEST END AND ABOUT 1 FOOT
 FD0882'LOWER THAN THE PAVEMENT.
 FD0882
 FD0882                          STATION RECOVERY (1983)
 FD0882
 FD0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0882'NOT RECOVERED, CULVERT NOT FOUND IN AREA OF DESCRIPTION.
 FD0882
 FD0882                          STATION RECOVERY (2002)
 FD0882
 FD0882'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0882'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0883 ***********************************************************************
 FD0883  DESIGNATION -  6 A 3
 FD0883  PID         -  FD0883
 FD0883  STATE/COUNTY-  TN/LAWRENCE
 FD0883  USGS QUAD   -  LORETTO (1976)
 FD0883
 FD0883                         *CURRENT SURVEY CONTROL
 FD0883  ___________________________________________________________________
 FD0883* NAD 83(1986)-  35 03 14.     (N)    087 28 55.     (W)     SCALED    
 FD0883* NAVD 88     -       257.834  (meters)     845.91   (feet)  ADJUSTED  
 FD0883  ___________________________________________________________________
 FD0883  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FD0883  DYNAMIC HT  -         257.587 (meters)     845.10  (feet)  COMP
 FD0883  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0883
 FD0883  VERT ORDER  -  FIRST     CLASS II
 FD0883
 FD0883.The horizontal coordinates were scaled from a topographic map and have
 FD0883.an estimated accuracy of +/- 6 seconds.
 FD0883
 FD0883.The orthometric height was determined by differential leveling
 FD0883.and adjusted by the National Geodetic Survey in June 1991..
 FD0883
 FD0883.The geoid height was determined by GEOID03.
 FD0883
 FD0883.The dynamic height is computed by dividing the NAVD 88
 FD0883.geopotential number by the normal gravity value computed on the
 FD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0883.degrees latitude (g = 980.6199 gals.).
 FD0883
 FD0883.The modeled gravity was interpolated from observed gravity values.
 FD0883
 FD0883;                    North         East    Units  Estimated Accuracy
 FD0883;SPC TN       -    80,970.      464,800.      MT  (+/- 180 meters Scaled)
 FD0883
 FD0883                          SUPERSEDED SURVEY CONTROL
 FD0883
 FD0883  NGVD 29 (??/??/92)  257.797  (m)          845.79   (f) ADJ UNCH    1 2
 FD0883
 FD0883.Superseded values are not recommended for survey control.
 FD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0883.See file dsdata.txt to determine how the superseded data were derived.
 FD0883
 FD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD560791(NAD 83)
 FD0883_MARKER: DD = SURVEY DISK
 FD0883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0883_STAMPING: 6 A-3 1962
 FD0883_MARK LOGO: TNHD  
 FD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0883+STABILITY: SURFACE MOTION
 FD0883
 FD0883  HISTORY     - Date     Condition        Report By
 FD0883  HISTORY     - 1962     MONUMENTED       TNHD
 FD0883  HISTORY     - 1983     GOOD             NGS
 FD0883  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0883
 FD0883                          STATION DESCRIPTION
 FD0883
 FD0883'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0883'2.1 MI N FROM ST JOSEPH.
 FD0883'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 43 IN ST.
 FD0883'JOSEPH, GO NORTH FOR 2.0 MILES TO THE MARK ON THE RIGHT.  THE
 FD0883'MARK IS 23 FEET SOUTHEAST OF CENTERLINE OF MILITARY ROAD AND IS A
 FD0883'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 FD0883'DRILLED HOLE IN THE EAST HEADWALL OF A ROUND CULVERT 0.5 FOOT
 FD0883'FROM THE NORTH END AND LEVEL WITH THE HIGHWAY.
 FD0883
 FD0883                          STATION RECOVERY (1983)
 FD0883
 FD0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0883'RECOVERED IN GOOD CONDITION.
 FD0883
 FD0883                          STATION RECOVERY (2002)
 FD0883
 FD0883'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0883'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0888 ***********************************************************************
 FD0888  DESIGNATION -  6 A 4
 FD0888  PID         -  FD0888
 FD0888  STATE/COUNTY-  TN/LAWRENCE
 FD0888  USGS QUAD   -  LORETTO (1976)
 FD0888
 FD0888                         *CURRENT SURVEY CONTROL
 FD0888  ___________________________________________________________________
 FD0888* NAD 83(1986)-  35 04 02.     (N)    087 27 11.     (W)     SCALED    
 FD0888* NAVD 88     -       255.919  (meters)     839.63   (feet)  ADJUSTED  
 FD0888  ___________________________________________________________________
 FD0888  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FD0888  DYNAMIC HT  -         255.674 (meters)     838.82  (feet)  COMP
 FD0888  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FD0888
 FD0888  VERT ORDER  -  FIRST     CLASS II
 FD0888
 FD0888.The horizontal coordinates were scaled from a topographic map and have
 FD0888.an estimated accuracy of +/- 6 seconds.
 FD0888
 FD0888.The orthometric height was determined by differential leveling
 FD0888.and adjusted by the National Geodetic Survey in June 1991..
 FD0888.WARNING-Repeat measurements at this control monument indicate possible
 FD0888.vertical movement.
 FD0888
 FD0888.The geoid height was determined by GEOID03.
 FD0888
 FD0888.The dynamic height is computed by dividing the NAVD 88
 FD0888.geopotential number by the normal gravity value computed on the
 FD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0888.degrees latitude (g = 980.6199 gals.).
 FD0888
 FD0888.The modeled gravity was interpolated from observed gravity values.
 FD0888
 FD0888;                    North         East    Units  Estimated Accuracy
 FD0888;SPC TN       -    82,410.      467,460.      MT  (+/- 180 meters Scaled)
 FD0888
 FD0888                          SUPERSEDED SURVEY CONTROL
 FD0888
 FD0888  NGVD 29 (??/??/92)  255.888  (m)          839.53   (f) ADJ UNCH    1 2
 FD0888
 FD0888.Superseded values are not recommended for survey control.
 FD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0888.See file dsdata.txt to determine how the superseded data were derived.
 FD0888
 FD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD586805(NAD 83)
 FD0888_MARKER: DD = SURVEY DISK
 FD0888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0888_STAMPING: 6 A-4
 FD0888_MARK LOGO: TNHD  
 FD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0888+STABILITY: SURFACE MOTION
 FD0888
 FD0888  HISTORY     - Date     Condition        Report By
 FD0888  HISTORY     - UNK      MONUMENTED       TNHD
 FD0888  HISTORY     - 1962     GOOD             NGS
 FD0888  HISTORY     - 1983     GOOD             NGS
 FD0888  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0888
 FD0888                          STATION DESCRIPTION
 FD0888
 FD0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0888'1 MI S FROM LORETTO.
 FD0888'FROM THE POST OFFICE IN LORETTO, GO SOUTH ON U.S. HIGHWAY 43 FOR
 FD0888'1.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 25 FEET NORTHWEST
 FD0888'OF THE CENTERLINE OF U.S. HIGHWAY 43, 62 FEET SOUTH OF A UTILITY
 FD0888'POLE AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 FD0888'FLUSH, IN THE TOP OF THE WEST HEADWALL OF A ROUND, CONCRETE
 FD0888'CULVERT 0.5 FEET FROM THE NORTH END AND LEVEL WITH THE PAVEMENT.
 FD0888
 FD0888                          STATION RECOVERY (1983)
 FD0888
 FD0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0888'RECOVERED IN GOOD CONDITION.  NOTE, ADD 9.1 METERS (30.0 FT) SOUTHWEST
 FD0888'OF THE SOUTHWEST ENTRANCE ROAD TO A SMALL ROADSIDE PICNIC TABLE AREA.
 FD0888
 FD0888                          STATION RECOVERY (2002)
 FD0888
 FD0888'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0888'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0889 ***********************************************************************
 FD0889  DESIGNATION -  6 A 5
 FD0889  PID         -  FD0889
 FD0889  STATE/COUNTY-  TN/LAWRENCE
 FD0889  USGS QUAD   -  LORETTO (1976)
 FD0889
 FD0889                         *CURRENT SURVEY CONTROL
 FD0889  ___________________________________________________________________
 FD0889* NAD 83(1986)-  35 05 27.     (N)    087 25 28.     (W)     SCALED    
 FD0889* NAVD 88     -       256.812  (meters)     842.56   (feet)  ADJUSTED  
 FD0889  ___________________________________________________________________
 FD0889  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0889  DYNAMIC HT  -         256.567 (meters)     841.75  (feet)  COMP
 FD0889  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD0889
 FD0889  VERT ORDER  -  FIRST     CLASS II
 FD0889
 FD0889.The horizontal coordinates were scaled from a topographic map and have
 FD0889.an estimated accuracy of +/- 6 seconds.
 FD0889
 FD0889.The orthometric height was determined by differential leveling
 FD0889.and adjusted by the National Geodetic Survey in June 1991..
 FD0889
 FD0889.The geoid height was determined by GEOID03.
 FD0889
 FD0889.The dynamic height is computed by dividing the NAVD 88
 FD0889.geopotential number by the normal gravity value computed on the
 FD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0889.degrees latitude (g = 980.6199 gals.).
 FD0889
 FD0889.The modeled gravity was interpolated from observed gravity values.
 FD0889
 FD0889;                    North         East    Units  Estimated Accuracy
 FD0889;SPC TN       -    84,990.      470,110.      MT  (+/- 180 meters Scaled)
 FD0889
 FD0889                          SUPERSEDED SURVEY CONTROL
 FD0889
 FD0889  NGVD 29 (??/??/92)  256.783  (m)          842.46   (f) ADJ UNCH    1 2
 FD0889
 FD0889.Superseded values are not recommended for survey control.
 FD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0889.See file dsdata.txt to determine how the superseded data were derived.
 FD0889
 FD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD613831(NAD 83)
 FD0889_MARKER: DD = SURVEY DISK
 FD0889_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0889_STAMPING: 6 A-5 1962
 FD0889_MARK LOGO: TNHD  
 FD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0889+STABILITY: SURFACE MOTION
 FD0889
 FD0889  HISTORY     - Date     Condition        Report By
 FD0889  HISTORY     - 1962     MONUMENTED       TNHD
 FD0889  HISTORY     - 1983     GOOD             NGS
 FD0889  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0889
 FD0889                          STATION DESCRIPTION
 FD0889
 FD0889'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0889'1 MI N FROM LORETTO.
 FD0889'FROM THE POST OFFICE IN LORETTO, GO NORTH ON U.S. HIGHWAY 43 FOR
 FD0889'1.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 22 FEET SOUTHEAST
 FD0889'OF THE CENTERLINE OF U.S. HIGHWAY 43, 19 FEET NORTHWEST OF A
 FD0889'FENCE CORNER AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0889'DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE EAST HEADWALL OF A
 FD0889'BOX CULVERT, 0.5 FOOT FROM THE NORTH END AND 3 INCHES ABOVE THE
 FD0889'PAVEMENT.
 FD0889
 FD0889                          STATION RECOVERY (1983)
 FD0889
 FD0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0889'RECOVERED IN GOOD CONDITION.  NOTE ADD 1.9 METERS (6.0 FT) NORTHEAST
 FD0889'OF A HIGHWAY SIGN STATING 250.00 FINE FOR LITTERING.
 FD0889
 FD0889                          STATION RECOVERY (2002)
 FD0889
 FD0889'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0889'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0898 ***********************************************************************
 FD0898  DESIGNATION -  6 A 6
 FD0898  PID         -  FD0898
 FD0898  STATE/COUNTY-  TN/LAWRENCE
 FD0898  USGS QUAD   -  LONG BRANCH (1976)
 FD0898
 FD0898                         *CURRENT SURVEY CONTROL
 FD0898  ___________________________________________________________________
 FD0898* NAD 83(1986)-  35 07 54.     (N)    087 22 48.     (W)     SCALED    
 FD0898* NAVD 88     -       273.952  (meters)     898.79   (feet)  ADJUSTED  
 FD0898  ___________________________________________________________________
 FD0898  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0898  DYNAMIC HT  -         273.690 (meters)     897.93  (feet)  COMP
 FD0898  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 FD0898
 FD0898  VERT ORDER  -  FIRST     CLASS II
 FD0898
 FD0898.The horizontal coordinates were scaled from a topographic map and have
 FD0898.an estimated accuracy of +/- 6 seconds.
 FD0898
 FD0898.The orthometric height was determined by differential leveling
 FD0898.and adjusted by the National Geodetic Survey in June 1991..
 FD0898
 FD0898.The geoid height was determined by GEOID03.
 FD0898
 FD0898.The dynamic height is computed by dividing the NAVD 88
 FD0898.geopotential number by the normal gravity value computed on the
 FD0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0898.degrees latitude (g = 980.6199 gals.).
 FD0898
 FD0898.The modeled gravity was interpolated from observed gravity values.
 FD0898
 FD0898;                    North         East    Units  Estimated Accuracy
 FD0898;SPC TN       -    89,460.      474,230.      MT  (+/- 180 meters Scaled)
 FD0898
 FD0898                          SUPERSEDED SURVEY CONTROL
 FD0898
 FD0898  NGVD 29 (??/??/92)  273.900  (m)          898.62   (f) ADJ UNCH    1 2
 FD0898
 FD0898.Superseded values are not recommended for survey control.
 FD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0898.See file dsdata.txt to determine how the superseded data were derived.
 FD0898
 FD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD653877(NAD 83)
 FD0898_MARKER: DD = SURVEY DISK
 FD0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0898_STAMPING: 6 A-6 1962
 FD0898_MARK LOGO: TNHD  
 FD0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0898+STABILITY: SURFACE MOTION
 FD0898
 FD0898  HISTORY     - Date     Condition        Report By
 FD0898  HISTORY     - 1962     MONUMENTED       TNHD
 FD0898  HISTORY     - 1983     GOOD             NGS
 FD0898
 FD0898                          STATION DESCRIPTION
 FD0898
 FD0898'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0898'3 MI S FROM LEOMA.
 FD0898'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43 FOR
 FD0898'2.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS 38 FEET SOUTHEAST
 FD0898'OF THE CENTERLINE OF U.S. HIGHWAY 43, 38 FEET SOUTHWEST OF THE
 FD0898'CENTERLINE OF SHACKLEFORD ROAD, 4 FEET SOUTHWEST OF A POWER POLE,
 FD0898'2 FEET NORTHWEST OF A FENCE AND 2 FEET SOUTHWEST OF A WITNESS
 FD0898'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0898'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0898'GROUND.
 FD0898
 FD0898                          STATION RECOVERY (1983)
 FD0898
 FD0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0898'RECOVERED IN GOOD CONDITION.  NOTE, 11.3 METERS (37.0 FT) SOUTHWEST OF
 FD0898'THE CENTER OF DIRT ROAD, 0.61 METERS (2.0 FT) SOUTHWEST OF A POWERLINE
 FD0898'POLE AND TELEPHONE JUNCTION BOX, AND 0.31 METERS (1.0 FT) WEST OF A
 FD0898'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0899 ***********************************************************************
 FD0899  DESIGNATION -  6 A 7
 FD0899  PID         -  FD0899
 FD0899  STATE/COUNTY-  TN/LAWRENCE
 FD0899  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0899
 FD0899                         *CURRENT SURVEY CONTROL
 FD0899  ___________________________________________________________________
 FD0899* NAD 83(1986)-  35 08 36.     (N)    087 21 57.     (W)     SCALED    
 FD0899* NAVD 88     -       269.281  (meters)     883.47   (feet)  ADJUSTED  
 FD0899  ___________________________________________________________________
 FD0899  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0899  DYNAMIC HT  -         269.022 (meters)     882.62  (feet)  COMP
 FD0899  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 FD0899
 FD0899  VERT ORDER  -  FIRST     CLASS II
 FD0899
 FD0899.The horizontal coordinates were scaled from a topographic map and have
 FD0899.an estimated accuracy of +/- 6 seconds.
 FD0899
 FD0899.The orthometric height was determined by differential leveling
 FD0899.and adjusted by the National Geodetic Survey in June 1991..
 FD0899
 FD0899.The geoid height was determined by GEOID03.
 FD0899
 FD0899.The dynamic height is computed by dividing the NAVD 88
 FD0899.geopotential number by the normal gravity value computed on the
 FD0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0899.degrees latitude (g = 980.6199 gals.).
 FD0899
 FD0899.The modeled gravity was interpolated from observed gravity values.
 FD0899
 FD0899;                    North         East    Units  Estimated Accuracy
 FD0899;SPC TN       -    90,740.      475,540.      MT  (+/- 180 meters Scaled)
 FD0899
 FD0899                          SUPERSEDED SURVEY CONTROL
 FD0899
 FD0899  NGVD 29 (??/??/92)  269.226  (m)          883.29   (f) ADJ UNCH    1 2
 FD0899
 FD0899.Superseded values are not recommended for survey control.
 FD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0899.See file dsdata.txt to determine how the superseded data were derived.
 FD0899
 FD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD666890(NAD 83)
 FD0899_MARKER: DD = SURVEY DISK
 FD0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0899_STAMPING: 6 A-7 1962
 FD0899_MARK LOGO: TNHD  
 FD0899_PROJECTION: RECESSED 10 CENTIMETERS
 FD0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0899+STABILITY: SURFACE MOTION
 FD0899
 FD0899  HISTORY     - Date     Condition        Report By
 FD0899  HISTORY     - 1962     MONUMENTED       TNHD
 FD0899  HISTORY     - 1983     GOOD             NGS
 FD0899
 FD0899                          STATION DESCRIPTION
 FD0899
 FD0899'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0899'1.7 MI S FROM LEOMA.
 FD0899'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43 FOR 1.7
 FD0899'MILES TO THE MARK ON THE LEFT.  THE MARK IS 49 FEET SOUTHEAST OF
 FD0899'THE CENTERLINE OF U.S. HIGHWAY 43, 15 FEET EAST OF POWER POLE
 FD0899'122, 2 FEET NORTHWEST OF A FENCE, 41 FEET SOUTHWEST OF CENTER OF
 FD0899'A GRAVEL ROAD, AND 2.0 FEET NORTH OF A WITNESS POST.  THE MARK
 FD0899'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0899'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0899
 FD0899                          STATION RECOVERY (1983)
 FD0899
 FD0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0899'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 2.3 KM
 FD0899'(1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD0899'LEOMA TO A GRAVEL ROAD LEADING SOUTHEAST AND THE MARK ON THE LEFT,
 FD0899'3.0 METERS (10.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL
 FD0899'ROAD, 6.1 METERS (20.0 FT) EAST-NORTHEAST OF A GUYED POWERLINE POLE,
 FD0899'0.61 METERS (2.0 FT) NORTHWEST OF A CORNER FENCE POST, 14.9 METERS
 FD0899'(49.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.57 METERS
 FD0899'(15.0 FT) EAST OF POWER POLE NUMBER 122, AND 12.50 METERS (41.0 FT)
 FD0899'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0904 ***********************************************************************
 FD0904  DESIGNATION -  6 A 8 RESET
 FD0904  PID         -  FD0904
 FD0904  STATE/COUNTY-  TN/LAWRENCE
 FD0904  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0904
 FD0904                         *CURRENT SURVEY CONTROL
 FD0904  ___________________________________________________________________
 FD0904* NAD 83(1986)-  35 10 04.     (N)    087 20 48.     (W)     SCALED    
 FD0904* NAVD 88     -       279.887  (meters)     918.26   (feet)  ADJUSTED  
 FD0904  ___________________________________________________________________
 FD0904  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FD0904  DYNAMIC HT  -         279.619 (meters)     917.38  (feet)  COMP
 FD0904  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 FD0904
 FD0904  VERT ORDER  -  FIRST     CLASS II
 FD0904
 FD0904.The horizontal coordinates were scaled from a topographic map and have
 FD0904.an estimated accuracy of +/- 6 seconds.
 FD0904
 FD0904.The orthometric height was determined by differential leveling
 FD0904.and adjusted by the National Geodetic Survey in June 1991..
 FD0904
 FD0904.The geoid height was determined by GEOID03.
 FD0904
 FD0904.The dynamic height is computed by dividing the NAVD 88
 FD0904.geopotential number by the normal gravity value computed on the
 FD0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0904.degrees latitude (g = 980.6199 gals.).
 FD0904
 FD0904.The modeled gravity was interpolated from observed gravity values.
 FD0904
 FD0904;                    North         East    Units  Estimated Accuracy
 FD0904;SPC TN       -    93,430.      477,320.      MT  (+/- 180 meters Scaled)
 FD0904
 FD0904                          SUPERSEDED SURVEY CONTROL
 FD0904
 FD0904.No superseded survey control is available for this station.
 FD0904
 FD0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD684917(NAD 83)
 FD0904_MARKER: DB = BENCH MARK DISK
 FD0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0904_STAMPING: 6 A-8 RESET 1974
 FD0904_MARK LOGO: NGS   
 FD0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0904+STABILITY: SURFACE MOTION
 FD0904
 FD0904  HISTORY     - Date     Condition        Report By
 FD0904  HISTORY     - 1974     MONUMENTED       TNDT
 FD0904  HISTORY     - 1983     GOOD             NGS
 FD0904
 FD0904                          STATION DESCRIPTION
 FD0904
 FD0904'DESCRIBED BY TN DEPT OF TRANSP 1974
 FD0904'0.6 MI N FROM LEOMA.
 FD0904'FROM THE NEW POST OFFICE IN LEOMA AT THE JUNCTION OF U.S. HIGHWAY
 FD0904'43 AND STATE ROUTE 98, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 0.6
 FD0904'MILE TO A CONCRETE BOX CULVERT UNDER A DRIVE TO A RESIDENCE AND
 FD0904'THE MARK ON THE LEFT.  THE MARK IS 85 FEET EAST-SOUTHEAST OF THE
 FD0904'SOUTHEAST CORNER OF A RED BRICK HOUSE, 51 FEET WEST OF THE
 FD0904'APPROXIMATE CENTER OF U.S. HIGHWAY 43 AND 20 FEET NORTHEAST OF
 FD0904'A UTILITY POLE.  THE MARK IS A STANDARD NATIONAL GEODETIC SURVEY
 FD0904'BENCH MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE
 FD0904'EAST END OF THE SOUTH HEADWALL OF THE CULVERT.
 FD0904
 FD0904                          STATION RECOVERY (1983)
 FD0904
 FD0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0904'RECOVERED IN GOOD CONDITION.
 FD0904'THE MARK IS 0.31 M ABOVE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0906 ***********************************************************************
 FD0906  DESIGNATION -  6 A 9 RESET
 FD0906  PID         -  FD0906
 FD0906  STATE/COUNTY-  TN/LAWRENCE
 FD0906  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0906
 FD0906                         *CURRENT SURVEY CONTROL
 FD0906  ___________________________________________________________________
 FD0906* NAD 83(1986)-  35 10 50.     (N)    087 20 30.     (W)     SCALED    
 FD0906* NAVD 88     -       279.900  (meters)     918.31   (feet)  ADJUSTED  
 FD0906  ___________________________________________________________________
 FD0906  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD0906  DYNAMIC HT  -         279.632 (meters)     917.43  (feet)  COMP
 FD0906  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FD0906
 FD0906  VERT ORDER  -  FIRST     CLASS II
 FD0906
 FD0906.The horizontal coordinates were scaled from a topographic map and have
 FD0906.an estimated accuracy of +/- 6 seconds.
 FD0906
 FD0906.The orthometric height was determined by differential leveling
 FD0906.and adjusted by the National Geodetic Survey in June 1991..
 FD0906
 FD0906.The geoid height was determined by GEOID03.
 FD0906
 FD0906.The dynamic height is computed by dividing the NAVD 88
 FD0906.geopotential number by the normal gravity value computed on the
 FD0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0906.degrees latitude (g = 980.6199 gals.).
 FD0906
 FD0906.The modeled gravity was interpolated from observed gravity values.
 FD0906
 FD0906;                    North         East    Units  Estimated Accuracy
 FD0906;SPC TN       -    94,840.      477,790.      MT  (+/- 180 meters Scaled)
 FD0906
 FD0906                          SUPERSEDED SURVEY CONTROL
 FD0906
 FD0906.No superseded survey control is available for this station.
 FD0906
 FD0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD688931(NAD 83)
 FD0906_MARKER: DB = BENCH MARK DISK
 FD0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0906_STAMPING: 6 A-9 RESET 1974
 FD0906_MARK LOGO: NGS   
 FD0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0906+STABILITY: SURFACE MOTION
 FD0906
 FD0906  HISTORY     - Date     Condition        Report By
 FD0906  HISTORY     - 1974     MONUMENTED       TNDT
 FD0906  HISTORY     - 1983     GOOD             NGS
 FD0906
 FD0906                          STATION DESCRIPTION
 FD0906
 FD0906'DESCRIBED BY TN DEPT OF TRANSP 1974
 FD0906'1.5 MI N FROM LEOMA.
 FD0906'FROM THE NEW POST OFFICE IN LEOMA AT THE JUNCTION OF U.S. HIGHWAY
 FD0906'43 AND STATE ROUTE 98, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 1.5
 FD0906'MILES TO A BROWN SHINGLED HOUSE AND THE MARK ON THE RIGHT.  THE
 FD0906'MARK IS 58 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 43,
 FD0906'58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.4
 FD0906'FEET EAST OF A UTILITY POLE AND 1.8 FEET WEST OF A METAL WITNESS
 FD0906'POST AND SIGN.  THE MARK IS A STANDARD NATIONAL GEODETIC SURVEY
 FD0906'BENCH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0906'MONUMENT.
 FD0906
 FD0906                          STATION RECOVERY (1983)
 FD0906
 FD0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0906'RECOVERED IN GOOD CONDITION.  NOTE, 2.7 METERS (9.0 FT) EAST OF THE
 FD0906'EAST END OF A 24 INCH CONCRETE PIPE CULVERT HEADWALL, AND 7.0 METERS
 FD0906'(23.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE SOUTH ENTRANCE DRIVE
 FD0906'TO THE RESIDENCE OF MR. MANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0935 ***********************************************************************
 FD0935  DESIGNATION -  6 B 1
 FD0935  PID         -  FD0935
 FD0935  STATE/COUNTY-  TN/LAWRENCE
 FD0935  USGS QUAD   -  SUMMERTOWN (1976)
 FD0935
 FD0935                         *CURRENT SURVEY CONTROL
 FD0935  ___________________________________________________________________
 FD0935* NAD 83(1986)-  35 25 14.     (N)    087 16 54.     (W)     SCALED    
 FD0935* NAVD 88     -       295.887  (meters)     970.76   (feet)  ADJUSTED  
 FD0935  ___________________________________________________________________
 FD0935  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0935  DYNAMIC HT  -         295.612 (meters)     969.85  (feet)  COMP
 FD0935  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FD0935
 FD0935  VERT ORDER  -  FIRST     CLASS II
 FD0935
 FD0935.The horizontal coordinates were scaled from a topographic map and have
 FD0935.an estimated accuracy of +/- 6 seconds.
 FD0935
 FD0935.The orthometric height was determined by differential leveling
 FD0935.and adjusted by the National Geodetic Survey in June 1991..
 FD0935
 FD0935.The geoid height was determined by GEOID03.
 FD0935
 FD0935.The dynamic height is computed by dividing the NAVD 88
 FD0935.geopotential number by the normal gravity value computed on the
 FD0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0935.degrees latitude (g = 980.6199 gals.).
 FD0935
 FD0935.The modeled gravity was interpolated from observed gravity values.
 FD0935
 FD0935;                    North         East    Units  Estimated Accuracy
 FD0935;SPC TN       -   121,390.      483,610.      MT  (+/- 180 meters Scaled)
 FD0935
 FD0935                          SUPERSEDED SURVEY CONTROL
 FD0935
 FD0935  NGVD 29 (??/??/92)  295.868  (m)          970.69   (f) ADJ UNCH    1 2
 FD0935
 FD0935.Superseded values are not recommended for survey control.
 FD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0935.See file dsdata.txt to determine how the superseded data were derived.
 FD0935
 FD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744197(NAD 83)
 FD0935_MARKER: DD = SURVEY DISK
 FD0935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0935_STAMPING: 6B 1 1963
 FD0935_MARK LOGO: TNHD  
 FD0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0935+STABILITY: SURFACE MOTION
 FD0935
 FD0935  HISTORY     - Date     Condition        Report By
 FD0935  HISTORY     - 1963     MONUMENTED       TNHD
 FD0935  HISTORY     - 1983     GOOD             NGS
 FD0935
 FD0935                          STATION DESCRIPTION
 FD0935
 FD0935'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0935'0.4 MI S FROM SUMMERTOWN.
 FD0935'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND THE SOUTH INTERSECTION OF
 FD0935'STATE ROUTE 20 NEAR SUMMERTOWN, MAURY COUNTY, GO SOUTH ON U.S.
 FD0935'HIGHWAY 43 FOR 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK IS 29 FEET
 FD0935'EAST OF U.S. HIGHWAY 43 AND 130 FEET SOUTH OF A 20-INCH OAK TREE.
 FD0935'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK LOCATED
 FD0935'IN EAST HEADWALL 6-INCHES FROM THE NORTH END OF A ROUND CULVERT.
 FD0935
 FD0935                          STATION RECOVERY (1983)
 FD0935
 FD0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0935'RECOVERED IN GOOD CONDITION.  NOTE, THE OAK TREE IS GONE AND A
 FD0935'DRIVEWAY HAS BEEN ADDED, 14.87 METERS (48.8 FT) SOUTH OF THE
 FD0935'APPROXIMATE CENTER OF THE DRIVEWAY.
 FD0935'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0782 ***********************************************************************
 FD0782  DESIGNATION -  6 B 10
 FD0782  PID         -  FD0782
 FD0782  STATE/COUNTY-  TN/MAURY
 FD0782  USGS QUAD   -  COLUMBIA (1989)
 FD0782
 FD0782                         *CURRENT SURVEY CONTROL
 FD0782  ___________________________________________________________________
 FD0782* NAD 83(1986)-  35 36 12.     (N)    087 04 05.     (W)     SCALED    
 FD0782* NAVD 88     -       182.632  (meters)     599.19   (feet)  ADJUSTED  
 FD0782  ___________________________________________________________________
 FD0782  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0782  DYNAMIC HT  -         182.470 (meters)     598.65  (feet)  COMP
 FD0782  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0782
 FD0782  VERT ORDER  -  FIRST     CLASS II
 FD0782
 FD0782.The horizontal coordinates were scaled from a topographic map and have
 FD0782.an estimated accuracy of +/- 6 seconds.
 FD0782
 FD0782.The orthometric height was determined by differential leveling
 FD0782.and adjusted by the National Geodetic Survey in June 1991..
 FD0782
 FD0782.The geoid height was determined by GEOID03.
 FD0782
 FD0782.The dynamic height is computed by dividing the NAVD 88
 FD0782.geopotential number by the normal gravity value computed on the
 FD0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0782.degrees latitude (g = 980.6199 gals.).
 FD0782
 FD0782.The modeled gravity was interpolated from observed gravity values.
 FD0782
 FD0782;                    North         East    Units  Estimated Accuracy
 FD0782;SPC TN       -   141,430.      503,230.      MT  (+/- 180 meters Scaled)
 FD0782
 FD0782                          SUPERSEDED SURVEY CONTROL
 FD0782
 FD0782  NGVD 29 (??/??/92)  182.612  (m)          599.12   (f) ADJ UNCH    1 2
 FD0782
 FD0782.Superseded values are not recommended for survey control.
 FD0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0782.See file dsdata.txt to determine how the superseded data were derived.
 FD0782
 FD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE938399(NAD 83)
 FD0782_MARKER: DD = SURVEY DISK
 FD0782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0782_SP_SET: HEADWALL
 FD0782_STAMPING: 6B-10 1963
 FD0782_MARK LOGO: TNHD  
 FD0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0782+STABILITY: SURFACE MOTION
 FD0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0782+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1987
 FD0782
 FD0782  HISTORY     - Date     Condition        Report By
 FD0782  HISTORY     - 1963     MONUMENTED       TNHD
 FD0782  HISTORY     - 1983     GOOD             NGS
 FD0782  HISTORY     - 19870630 GOOD             LOCENG
 FD0782
 FD0782                          STATION DESCRIPTION
 FD0782
 FD0782'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0782'1.7 MI S FROM COLUMBIA.
 FD0782'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 43
 FD0782'FOR 1.73 MILES TO THE MARK ON THE LEFT.  THE MARK IS 27 FEET
 FD0782'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET
 FD0782'NORTHEAST OF A UTILITY POLE AND 0.2 MILE SOUTH OF THE INTERSECTION
 FD0782'OF HATCHER LANE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0782'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE EAST HEADWALL
 FD0782'AND AT THE SOUTH END OF A 6 FOOT BOX CULVERT.
 FD0782
 FD0782                          STATION RECOVERY (1983)
 FD0782
 FD0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0782'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DESCRIPTION TO
 FD0782'READ 2.8 KM (1.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE
 FD0782'JUNCTION OF STATE HIGHWAYS 50 AND 99 TO THE MARK ON THE LEFT, SET IN
 FD0782'THE CENTER OF A HEADWALL OF A CULVERT OVER A SMALL CREEK ACROSS THE
 FD0782'HIGHWAY FROM A LONG JOHN SILVERS RESTAURANT.
 FD0782
 FD0782                          STATION RECOVERY (1987)
 FD0782
 FD0782'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0784 ***********************************************************************
 FD0784  DESIGNATION -  6 B 11 RESET
 FD0784  PID         -  FD0784
 FD0784  STATE/COUNTY-  TN/MAURY
 FD0784  USGS QUAD   -  COLUMBIA (1989)
 FD0784
 FD0784                         *CURRENT SURVEY CONTROL
 FD0784  ___________________________________________________________________
 FD0784* NAD 83(1986)-  35 36 41.     (N)    087 03 35.     (W)     SCALED    
 FD0784* NAVD 88     -       195.542  (meters)     641.54   (feet)  ADJUSTED  
 FD0784  ___________________________________________________________________
 FD0784  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0784  DYNAMIC HT  -         195.370 (meters)     640.98  (feet)  COMP
 FD0784  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FD0784
 FD0784  VERT ORDER  -  FIRST     CLASS II
 FD0784
 FD0784.The horizontal coordinates were scaled from a topographic map and have
 FD0784.an estimated accuracy of +/- 6 seconds.
 FD0784
 FD0784.The orthometric height was determined by differential leveling
 FD0784.and adjusted by the National Geodetic Survey in June 1991..
 FD0784
 FD0784.The geoid height was determined by GEOID03.
 FD0784
 FD0784.The dynamic height is computed by dividing the NAVD 88
 FD0784.geopotential number by the normal gravity value computed on the
 FD0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0784.degrees latitude (g = 980.6199 gals.).
 FD0784
 FD0784.The modeled gravity was interpolated from observed gravity values.
 FD0784
 FD0784;                    North         East    Units  Estimated Accuracy
 FD0784;SPC TN       -   142,320.      503,990.      MT  (+/- 180 meters Scaled)
 FD0784
 FD0784                          SUPERSEDED SURVEY CONTROL
 FD0784
 FD0784.No superseded survey control is available for this station.
 FD0784
 FD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE945408(NAD 83)
 FD0784_MARKER: DD = SURVEY DISK
 FD0784_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0784+WITH SETTING: PAVEMENT
 FD0784_STAMPING: 6 B 11 RESET 1968
 FD0784_MARK LOGO: TNHD  
 FD0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0784+STABILITY: SURFACE MOTION
 FD0784
 FD0784  HISTORY     - Date     Condition        Report By
 FD0784  HISTORY     - 1968     MONUMENTED       CGS
 FD0784  HISTORY     - 1983     POOR             NGS
 FD0784
 FD0784                          STATION DESCRIPTION
 FD0784
 FD0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0784'1.4 MI SW FROM COLUMBIA.
 FD0784'TO REACH THE MARK FROM THE JUNCTION OF NUMBEROUS HIGHWAYS ONE
 FD0784'BLOCK WEST OF THE MAURY COUNTY COURTHOUSE IN COLUMBIA, GO
 FD0784'WESTERLY ON U.S. HIGHWAY 43, STATE ROUTE 50 AND STATE ROUTE 99
 FD0784'FOR 0.6 OF A MILE TO WHERE U.S. HIGHWAY 43 BEARS LEFT.  HERE
 FD0784'BEAR LEFT ON U.S. HIGHWAY 43 AND GO SOUTHWESTERLY FOR 0.8 OF A
 FD0784'MILE TO THE WEST ENTRANCE GATE LEADING INTO THE COLUMBIA
 FD0784'MILITARY ACADEMY ON THE RIGHT AND THE MARK AS DESCRIBED.  THE
 FD0784'MARK IS 126 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 FD0784'INTERSECTION OF U.S. HIGHWAY 43 (TROTWOOD AVENUE) AND ACADEMY
 FD0784'LANE, 58 FEET NORTHEAST OF GUYED UTILITY POLE NO. 29, 29 FEET
 FD0784'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 43, 27.5
 FD0784'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE DRIVE
 FD0784'AND GATE, 19.4 FEET SOUTHEAST OF THE SOUTHEAST STONE GATE POST,
 FD0784'AND 6.6 FEET NORTHWEST OF THE SOUTH CORNER OF A WROUGHT IRON
 FD0784'FENCE ATOP THE LOW STONE FENCE.  IT IS A STANDARD TENNESSEE
 FD0784'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN THE CAPSTONE
 FD0784'OF LOW STONE WALL AND THE DISK IS STAMPED 6B-11 RESET 1968.
 FD0784
 FD0784                          STATION RECOVERY (1983)
 FD0784
 FD0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0784'RECOVERED IN POOR CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW,
 FD0784'6.00 METERS (19.7 FT) SOUTH OF THE SOUTH STONE ENTRANCE MARKER OF A
 FD0784'GATE AND 2.25 METERS (7.4 FT) NORTH OF THE CORNER OF THE STONEWALL
 FD0784'SUPPORTING AN IRON FENCE.
 FD0784'THE MARK IS 0.61 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0785 ***********************************************************************
 FD0785  DESIGNATION -  6 B 12
 FD0785  PID         -  FD0785
 FD0785  STATE/COUNTY-  TN/MAURY
 FD0785  USGS QUAD   -  COLUMBIA (1989)
 FD0785
 FD0785                         *CURRENT SURVEY CONTROL
 FD0785  ___________________________________________________________________
 FD0785* NAD 83(1986)-  35 36 56.     (N)    087 02 46.     (W)     SCALED    
 FD0785* NAVD 88     -       217.489  (meters)     713.55   (feet)  ADJUSTED  
 FD0785  ___________________________________________________________________
 FD0785  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0785  DYNAMIC HT  -         217.298 (meters)     712.92  (feet)  COMP
 FD0785  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0785
 FD0785  VERT ORDER  -  FIRST     CLASS II
 FD0785
 FD0785.The horizontal coordinates were scaled from a topographic map and have
 FD0785.an estimated accuracy of +/- 6 seconds.
 FD0785
 FD0785.The orthometric height was determined by differential leveling
 FD0785.and adjusted by the National Geodetic Survey in June 1991..
 FD0785.WARNING-Repeat measurements at this control monument indicate possible
 FD0785.vertical movement.
 FD0785
 FD0785.The geoid height was determined by GEOID03.
 FD0785
 FD0785.The dynamic height is computed by dividing the NAVD 88
 FD0785.geopotential number by the normal gravity value computed on the
 FD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0785.degrees latitude (g = 980.6199 gals.).
 FD0785
 FD0785.The modeled gravity was interpolated from observed gravity values.
 FD0785
 FD0785;                    North         East    Units  Estimated Accuracy
 FD0785;SPC TN       -   142,770.      505,230.      MT  (+/- 180 meters Scaled)
 FD0785
 FD0785                          SUPERSEDED SURVEY CONTROL
 FD0785
 FD0785  NGVD 29 (??/??/92)  217.483  (m)          713.53   (f) ADJ UNCH    1 2
 FD0785
 FD0785.Superseded values are not recommended for survey control.
 FD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0785.See file dsdata.txt to determine how the superseded data were derived.
 FD0785
 FD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE958413(NAD 83)
 FD0785_MARKER: DD = SURVEY DISK
 FD0785_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0785+WITH SETTING: PAVEMENT
 FD0785_STAMPING: 6 B 12 1963
 FD0785_MARK LOGO: TNHD  
 FD0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0785+STABILITY: SURFACE MOTION
 FD0785
 FD0785  HISTORY     - Date     Condition        Report By
 FD0785  HISTORY     - 1963     MONUMENTED       TNHD
 FD0785  HISTORY     - 1983     GOOD             NGS
 FD0785
 FD0785                          STATION DESCRIPTION
 FD0785
 FD0785'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0785'0.9 MI W FROM COLUMBIA.
 FD0785'FROM THE POST OFFICE IN COLUMBIA GO WEST ON U.S. HIGHWAY 43 FOR
 FD0785'0.9 MILES TO THE INTERSECTION OF U.S. HIGHWAY 50 AND 99.  THE
 FD0785'MARK IS 19 FEET EAST OF THE CENTER LINE OF HIGHWAY 50 AND 99,
 FD0785'2 FEET WEST OF THE NORTHWEST CORNER OF A LION SERVICE STATION,
 FD0785'150 FEET WEST OF THE INTERSECTION OF U.S. HIGHWAY 43 AND 99.  THE
 FD0785'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 FD0785'A DRILLED HOLE IN THE SIDE WALK.  MEASUREMENTS WERE TAKEN FROM
 FD0785'THE CENTER OF THE INTERSECTION.
 FD0785
 FD0785                          STATION RECOVERY (1983)
 FD0785
 FD0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0785'RECOVERED IN GOOD CONDITION, EXCEPT THE DIRECTIONS IN DESCRIPTION ARE
 FD0785'WRONG.  CORRECTIONS ARE AS FOLLOWS, 27.40 METERS (89.9 FT) NORTH OF
 FD0785'THE CENTERLINE OF THE HIGHWAY, 5.24 METERS (17.2 FT) SOUTH OF THE
 FD0785'CENTERLINE OF HIGHWAYS 50 AND 99 AND 0.49 METERS (1.6 FT) NORTHEAST OF
 FD0785'THE NORTHEAST CORNER OF A LARGE ONE LEVEL BUILDING (AT PRESENT THE
 FD0785'HARLEY DAVIDSON SHOP).
 FD0785'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0786 ***********************************************************************
 FD0786  DESIGNATION -  6 B 13
 FD0786  PID         -  FD0786
 FD0786  STATE/COUNTY-  TN/MAURY
 FD0786  USGS QUAD   -  COLUMBIA (1989)
 FD0786
 FD0786                         *CURRENT SURVEY CONTROL
 FD0786  ___________________________________________________________________
 FD0786* NAD 83(1986)-  35 36 54.     (N)    087 02 09.     (W)     SCALED    
 FD0786* NAVD 88     -       195.368  (meters)     640.97   (feet)  ADJUSTED  
 FD0786  ___________________________________________________________________
 FD0786  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0786  DYNAMIC HT  -         195.195 (meters)     640.40  (feet)  COMP
 FD0786  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 FD0786
 FD0786  VERT ORDER  -  FIRST     CLASS II
 FD0786
 FD0786.The horizontal coordinates were scaled from a topographic map and have
 FD0786.an estimated accuracy of +/- 6 seconds.
 FD0786
 FD0786.The orthometric height was determined by differential leveling
 FD0786.and adjusted by the National Geodetic Survey in June 1991..
 FD0786.WARNING-Repeat measurements at this control monument indicate possible
 FD0786.vertical movement.
 FD0786
 FD0786.The geoid height was determined by GEOID03.
 FD0786
 FD0786.The dynamic height is computed by dividing the NAVD 88
 FD0786.geopotential number by the normal gravity value computed on the
 FD0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0786.degrees latitude (g = 980.6199 gals.).
 FD0786
 FD0786.The modeled gravity was interpolated from observed gravity values.
 FD0786
 FD0786;                    North         East    Units  Estimated Accuracy
 FD0786;SPC TN       -   142,700.      506,160.      MT  (+/- 180 meters Scaled)
 FD0786
 FD0786                          SUPERSEDED SURVEY CONTROL
 FD0786
 FD0786  NGVD 29 (??/??/92)  195.382  (m)          641.02   (f) ADJ UNCH    1 2
 FD0786
 FD0786.Superseded values are not recommended for survey control.
 FD0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0786.See file dsdata.txt to determine how the superseded data were derived.
 FD0786
 FD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE967412(NAD 83)
 FD0786_MARKER: DD = SURVEY DISK
 FD0786_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0786_STAMPING: 6 B 13 1963
 FD0786_MARK LOGO: TNHD  
 FD0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0786
 FD0786  HISTORY     - Date     Condition        Report By
 FD0786  HISTORY     - 1963     MONUMENTED       TNHD
 FD0786  HISTORY     - 1983     POOR             NGS
 FD0786
 FD0786                          STATION DESCRIPTION
 FD0786
 FD0786'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0786'IN COLUMBIA.
 FD0786'IN COLUMBIA, THE MARK IS LOCATED AT THE INTERSECTION OF U.S.
 FD0786'HIGHWAY 43 AND 31.  THE MARK IS 16 FEET SOUTH OF THE SOUTHEAST
 FD0786'CORNER OF COMMERCE UNION BANK, 48 FEET NORTHEAST OF INTERSECTION
 FD0786'OF U.S. HIGHWAY 43 AND 31, AND IS 5 INCHES NORTHEAST FROM THE
 FD0786'CORNER OF THE CURB.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0786'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE SIDE WALK.
 FD0786
 FD0786                          STATION RECOVERY (1983)
 FD0786
 FD0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0786'RECOVERED IN POOR CONDITION.
 FD0786'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0787 ***********************************************************************
 FD0787  DESIGNATION -  6 B 14
 FD0787  PID         -  FD0787
 FD0787  STATE/COUNTY-  TN/MAURY
 FD0787  USGS QUAD   -  GODWIN (1988)
 FD0787
 FD0787                         *CURRENT SURVEY CONTROL
 FD0787  ___________________________________________________________________
 FD0787* NAD 83(1986)-  35 37 36.     (N)    087 01 47.     (W)     SCALED    
 FD0787* NAVD 88     -       187.759  (meters)     616.01   (feet)  ADJUSTED  
 FD0787  ___________________________________________________________________
 FD0787  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0787  DYNAMIC HT  -         187.594 (meters)     615.46  (feet)  COMP
 FD0787  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FD0787
 FD0787  VERT ORDER  -  FIRST     CLASS II
 FD0787
 FD0787.The horizontal coordinates were scaled from a topographic map and have
 FD0787.an estimated accuracy of +/- 6 seconds.
 FD0787
 FD0787.The orthometric height was determined by differential leveling
 FD0787.and adjusted by the National Geodetic Survey in June 1991..
 FD0787
 FD0787.The geoid height was determined by GEOID03.
 FD0787
 FD0787.The dynamic height is computed by dividing the NAVD 88
 FD0787.geopotential number by the normal gravity value computed on the
 FD0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0787.degrees latitude (g = 980.6199 gals.).
 FD0787
 FD0787.The modeled gravity was interpolated from observed gravity values.
 FD0787
 FD0787;                    North         East    Units  Estimated Accuracy
 FD0787;SPC TN       -   143,990.      506,730.      MT  (+/- 180 meters Scaled)
 FD0787
 FD0787                          SUPERSEDED SURVEY CONTROL
 FD0787
 FD0787  NGVD 29 (??/??/92)  187.742  (m)          615.95   (f) ADJ UNCH    1 2
 FD0787
 FD0787.Superseded values are not recommended for survey control.
 FD0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0787.See file dsdata.txt to determine how the superseded data were derived.
 FD0787
 FD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE973425(NAD 83)
 FD0787_MARKER: DD = SURVEY DISK
 FD0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0787_STAMPING: 6 B 14 1963
 FD0787_MARK LOGO: TNHD  
 FD0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0787+STABILITY: SURFACE MOTION
 FD0787
 FD0787  HISTORY     - Date     Condition        Report By
 FD0787  HISTORY     - 1963     MONUMENTED       TNHD
 FD0787  HISTORY     - 1984     GOOD             NGS
 FD0787
 FD0787                          STATION DESCRIPTION
 FD0787
 FD0787'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0787'1 MI N FROM COLUMBIA.
 FD0787'FROM THE POST OFFICE IN COLUMBIA GO NORTH FOR 1.0 MILES TO A
 FD0787'WATER DRAINAGE CULVERT ON THE RIGHT AND THE INTERSECTION OF
 FD0787'EIGHTH AVE.  THE MARK IS LOCATED 40 FEET EAST OF THE MIDDLE OF
 FD0787'THE MEDIAN STRIP ON U.S. HIGHWAY 31, 56 FEET SOUTH OF THE
 FD0787'CENTER LINE OF EIGHTH AVE, AND SET IN TOP OF A 4 FOOT CULVERT.
 FD0787'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0787'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CULVERT.
 FD0787
 FD0787                          STATION RECOVERY (1984)
 FD0787
 FD0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0788 ***********************************************************************
 FD0788  DESIGNATION -  6 B 15
 FD0788  PID         -  FD0788
 FD0788  STATE/COUNTY-  TN/MAURY
 FD0788  USGS QUAD   -  GODWIN (1988)
 FD0788
 FD0788                         *CURRENT SURVEY CONTROL
 FD0788  ___________________________________________________________________
 FD0788* NAD 83(1986)-  35 38 04.     (N)    087 01 05.     (W)     SCALED    
 FD0788* NAVD 88     -       186.921  (meters)     613.26   (feet)  ADJUSTED  
 FD0788  ___________________________________________________________________
 FD0788  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0788  DYNAMIC HT  -         186.757 (meters)     612.72  (feet)  COMP
 FD0788  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FD0788
 FD0788  VERT ORDER  -  FIRST     CLASS II
 FD0788
 FD0788.The horizontal coordinates were scaled from a topographic map and have
 FD0788.an estimated accuracy of +/- 6 seconds.
 FD0788
 FD0788.The orthometric height was determined by differential leveling
 FD0788.and adjusted by the National Geodetic Survey in June 1991..
 FD0788
 FD0788.The geoid height was determined by GEOID03.
 FD0788
 FD0788.The dynamic height is computed by dividing the NAVD 88
 FD0788.geopotential number by the normal gravity value computed on the
 FD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0788.degrees latitude (g = 980.6199 gals.).
 FD0788
 FD0788.The modeled gravity was interpolated from observed gravity values.
 FD0788
 FD0788;                    North         East    Units  Estimated Accuracy
 FD0788;SPC TN       -   144,840.      507,790.      MT  (+/- 180 meters Scaled)
 FD0788
 FD0788                          SUPERSEDED SURVEY CONTROL
 FD0788
 FD0788  NGVD 29 (??/??/92)  186.905  (m)          613.20   (f) ADJ UNCH    1 2
 FD0788
 FD0788.Superseded values are not recommended for survey control.
 FD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0788.See file dsdata.txt to determine how the superseded data were derived.
 FD0788
 FD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE983434(NAD 83)
 FD0788_MARKER: DD = SURVEY DISK
 FD0788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0788_STAMPING: 6 B 15 1963
 FD0788_MARK LOGO: TNHD  
 FD0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0788+STABILITY: SURFACE MOTION
 FD0788
 FD0788  HISTORY     - Date     Condition        Report By
 FD0788  HISTORY     - 1963     MONUMENTED       TNHD
 FD0788  HISTORY     - 1984     GOOD             NGS
 FD0788
 FD0788                          STATION DESCRIPTION
 FD0788
 FD0788'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0788'1.7 MI N FROM COLUMBIA.
 FD0788'FROM THE POST OFFICE IN COLUMBIA GO NORTH ON U.S. HIGHWAY 31,
 FD0788'FOR 1.79 MILES TO THE MARK ON THE RIGHT.  THE MARK IS SET IN TOP
 FD0788'OF A L-SHAPED CONCRETE CULVERT AT THE INTERSECTION OF U.S.
 FD0788'HIGHWAY 31 AND OLD U.S. HIGHWAY 31.  THE MARK IS LOCATED 56 FEET
 FD0788'EAST OF THE CENTER LINE OF NEW HIGHWAY 31, 35 FEET WEST OF THE
 FD0788'CENTER LINE OF OLD HIGHWAY 31.  THE MARK IS A STANDARD TENNESSEE
 FD0788'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE TOP OF
 FD0788'THE CULVERT.
 FD0788
 FD0788                          STATION RECOVERY (1984)
 FD0788
 FD0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0788'RECOVERED IN GOOD CONDITION.  NOTE, 2.8 KM (1.75 MI) NORTH ALONG U.S.
 FD0788'HIGHWAY 31 FROM THE JUNCTION OF U.S. HIGHWAY 43 TO THE MARK ON THE
 FD0788'RIGHT, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0793 ***********************************************************************
 FD0793  DESIGNATION -  6 B 16
 FD0793  PID         -  FD0793
 FD0793  STATE/COUNTY-  TN/MAURY
 FD0793  USGS QUAD   -  GODWIN (1988)
 FD0793
 FD0793                         *CURRENT SURVEY CONTROL
 FD0793  ___________________________________________________________________
 FD0793* NAD 83(1986)-  35 40 09.     (N)    087 00 17.     (W)     SCALED    
 FD0793* NAVD 88     -       186.312  (meters)     611.26   (feet)  ADJUSTED  
 FD0793  ___________________________________________________________________
 FD0793  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD0793  DYNAMIC HT  -         186.148 (meters)     610.72  (feet)  COMP
 FD0793  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FD0793
 FD0793  VERT ORDER  -  SECOND    CLASS 0
 FD0793
 FD0793.The horizontal coordinates were scaled from a topographic map and have
 FD0793.an estimated accuracy of +/- 6 seconds.
 FD0793
 FD0793.The orthometric height was determined by differential leveling
 FD0793.and adjusted by the National Geodetic Survey in June 1991..
 FD0793
 FD0793.The geoid height was determined by GEOID03.
 FD0793
 FD0793.The dynamic height is computed by dividing the NAVD 88
 FD0793.geopotential number by the normal gravity value computed on the
 FD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0793.degrees latitude (g = 980.6199 gals.).
 FD0793
 FD0793.The modeled gravity was interpolated from observed gravity values.
 FD0793
 FD0793;                    North         East    Units  Estimated Accuracy
 FD0793;SPC TN       -   148,680.      509,040.      MT  (+/- 180 meters Scaled)
 FD0793
 FD0793                          SUPERSEDED SURVEY CONTROL
 FD0793
 FD0793  NGVD 29 (??/??/92)  186.291  (m)          611.19   (f) ADJ UNCH    2 0
 FD0793
 FD0793.Superseded values are not recommended for survey control.
 FD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0793.See file dsdata.txt to determine how the superseded data were derived.
 FD0793
 FD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995472(NAD 83)
 FD0793_MARKER: DD = SURVEY DISK
 FD0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0793_SP_SET: BRIDGE
 FD0793_STAMPING: 6 B 16 1963
 FD0793_MARK LOGO: TNHD  
 FD0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0793
 FD0793  HISTORY     - Date     Condition        Report By
 FD0793  HISTORY     - 1963     MONUMENTED       TNHD
 FD0793  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0793
 FD0793                          STATION DESCRIPTION
 FD0793
 FD0793'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0793'4.3 MI N FROM COLUMBIA.
 FD0793'FROM THE POST OFFICE IN COLUMBIA GO NORTH ON HIGHWAY 31 FOR 4.3
 FD0793'MILES TO A DOUBLE-SPAN BRIDGE OVER RUTHERFORD CREEK AND THE MARK
 FD0793'ON THE RIGHT.  THE MARK IS LOCATED AT THE NORTH END OF THE
 FD0793'BRIDGE, 2 INCHES SOUTH OF THE NORTH EAST CORNER OF THE BRIDGE.
 FD0793'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FD0793'IN A DRILLED HOLE IN THE BRIDGE.
 FD0793
 FD0793                          STATION RECOVERY (1984)
 FD0793
 FD0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0793'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0624 ***********************************************************************
 FD0624  DESIGNATION -  6 B 17
 FD0624  PID         -  FD0624
 FD0624  STATE/COUNTY-  TN/MAURY
 FD0624  USGS QUAD   -  CARTERS CREEK (1982)
 FD0624
 FD0624                         *CURRENT SURVEY CONTROL
 FD0624  ___________________________________________________________________
 FD0624* NAD 83(1986)-  35 40 41.     (N)    086 59 56.     (W)     SCALED    
 FD0624* NAVD 88     -       197.282  (meters)     647.25   (feet)  ADJUSTED  
 FD0624  ___________________________________________________________________
 FD0624  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD0624  DYNAMIC HT  -         197.108 (meters)     646.68  (feet)  COMP
 FD0624  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 FD0624
 FD0624  VERT ORDER  -  FIRST     CLASS II
 FD0624
 FD0624.The horizontal coordinates were scaled from a topographic map and have
 FD0624.an estimated accuracy of +/- 6 seconds.
 FD0624
 FD0624.The orthometric height was determined by differential leveling
 FD0624.and adjusted by the National Geodetic Survey in June 1991..
 FD0624
 FD0624.The geoid height was determined by GEOID03.
 FD0624
 FD0624.The dynamic height is computed by dividing the NAVD 88
 FD0624.geopotential number by the normal gravity value computed on the
 FD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0624.degrees latitude (g = 980.6199 gals.).
 FD0624
 FD0624.The modeled gravity was interpolated from observed gravity values.
 FD0624
 FD0624;                    North         East    Units  Estimated Accuracy
 FD0624;SPC TN       -   149,660.      509,580.      MT  (+/- 180 meters Scaled)
 FD0624
 FD0624                          SUPERSEDED SURVEY CONTROL
 FD0624
 FD0624  NGVD 29 (??/??/??)  197.26   (m)          647.2    (f) RESET       3  
 FD0624
 FD0624.Superseded values are not recommended for survey control.
 FD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0624.See file dsdata.txt to determine how the superseded data were derived.
 FD0624
 FD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE001482(NAD 83)
 FD0624_MARKER: DD = SURVEY DISK
 FD0624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0624_STAMPING: 6 B 17 1963
 FD0624_MARK LOGO: TNHD  
 FD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0624+STABILITY: SURFACE MOTION
 FD0624
 FD0624  HISTORY     - Date     Condition        Report By
 FD0624  HISTORY     - 1963     MONUMENTED       TNHD
 FD0624  HISTORY     - 1984     GOOD             NGS
 FD0624
 FD0624                          STATION DESCRIPTION
 FD0624
 FD0624'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0624'5 MI N FROM COLUMBIA.
 FD0624'FROM THE POST OFFICE IN COLUMBIA GO NORTH FOR 5.0 MILES ON
 FD0624'U.S. HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS SET IN THE
 FD0624'TOP OF A 10 FOOT CONCRETE CULVERT, 31 FEET NORTH OF THE CENTER
 FD0624'LINE OF A DRIVEWAY TO A BARN, 56 FEET EAST OF THE CENTER LINE OF
 FD0624'U.S. HIGHWAY 31.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0624'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE CULVERT.
 FD0624
 FD0624                          STATION RECOVERY (1984)
 FD0624
 FD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0633 ***********************************************************************
 FD0633  DESIGNATION -  6 B 18
 FD0633  PID         -  FD0633
 FD0633  STATE/COUNTY-  TN/MAURY
 FD0633  USGS QUAD   -  CARTERS CREEK (1982)
 FD0633
 FD0633                         *CURRENT SURVEY CONTROL
 FD0633  ___________________________________________________________________
 FD0633* NAD 83(1986)-  35 43 35.     (N)    086 57 39.     (W)     SCALED    
 FD0633* NAVD 88     -       212.036  (meters)     695.65   (feet)  ADJUSTED  
 FD0633  ___________________________________________________________________
 FD0633  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD0633  DYNAMIC HT  -         211.848 (meters)     695.04  (feet)  COMP
 FD0633  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 FD0633
 FD0633  VERT ORDER  -  FIRST     CLASS II
 FD0633
 FD0633.The horizontal coordinates were scaled from a topographic map and have
 FD0633.an estimated accuracy of +/- 6 seconds.
 FD0633
 FD0633.The orthometric height was determined by differential leveling
 FD0633.and adjusted by the National Geodetic Survey in June 1991..
 FD0633
 FD0633.The geoid height was determined by GEOID03.
 FD0633
 FD0633.The dynamic height is computed by dividing the NAVD 88
 FD0633.geopotential number by the normal gravity value computed on the
 FD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0633.degrees latitude (g = 980.6199 gals.).
 FD0633
 FD0633.The modeled gravity was interpolated from observed gravity values.
 FD0633
 FD0633;                    North         East    Units  Estimated Accuracy
 FD0633;SPC TN       -   154,990.      513,080.      MT  (+/- 180 meters Scaled)
 FD0633
 FD0633                          SUPERSEDED SURVEY CONTROL
 FD0633
 FD0633  NGVD 29 (??/??/??)  212.01   (m)          695.6    (f) RESET       3  
 FD0633
 FD0633.Superseded values are not recommended for survey control.
 FD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0633.See file dsdata.txt to determine how the superseded data were derived.
 FD0633
 FD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE035536(NAD 83)
 FD0633_MARKER: DD = SURVEY DISK
 FD0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0633_STAMPING: 6 B 18 1963
 FD0633_MARK LOGO: TNHD  
 FD0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0633+STABILITY: SURFACE MOTION
 FD0633
 FD0633  HISTORY     - Date     Condition        Report By
 FD0633  HISTORY     - 1963     MONUMENTED       TNHD
 FD0633  HISTORY     - 1984     GOOD             NGS
 FD0633
 FD0633                          STATION DESCRIPTION
 FD0633
 FD0633'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0633'2.5 MI S FROM SPRING HILL.
 FD0633'FROM THE POST OFFICE IN SPRING HILL GO SOUTH ON U.S. HIGHWAY
 FD0633'31, FOR 2.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS SET THE
 FD0633'TOP OF A 8 FOOT CULVERT, 74 FEET EAST OF THE CENTER LINE OF
 FD0633'THE HIGHWAY, 20 FEET WEST OF A WHITE WOODEN FENCE, AND 139 FEET
 FD0633'NORTH OF THE CENTER LINE OF A DRIVEWAY.  THE MARK IS A STANDARD
 FD0633'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 FD0633'IN THE CULVERT.
 FD0633
 FD0633                          STATION RECOVERY (1984)
 FD0633
 FD0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0638 ***********************************************************************
 FD0638  DESIGNATION -  6 B 19
 FD0638  PID         -  FD0638
 FD0638  STATE/COUNTY-  TN/MAURY
 FD0638  USGS QUAD   -  CARTERS CREEK (1982)
 FD0638
 FD0638                         *CURRENT SURVEY CONTROL
 FD0638  ___________________________________________________________________
 FD0638* NAD 83(1986)-  35 44 49.     (N)    086 56 05.     (W)     SCALED    
 FD0638* NAVD 88     -       216.546  (meters)     710.45   (feet)  ADJUSTED  
 FD0638  ___________________________________________________________________
 FD0638  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD0638  DYNAMIC HT  -         216.354 (meters)     709.82  (feet)  COMP
 FD0638  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FD0638
 FD0638  VERT ORDER  -  FIRST     CLASS II
 FD0638
 FD0638.The horizontal coordinates were scaled from a topographic map and have
 FD0638.an estimated accuracy of +/- 6 seconds.
 FD0638
 FD0638.The orthometric height was determined by differential leveling
 FD0638.and adjusted by the National Geodetic Survey in June 1991..
 FD0638
 FD0638.The geoid height was determined by GEOID03.
 FD0638
 FD0638.The dynamic height is computed by dividing the NAVD 88
 FD0638.geopotential number by the normal gravity value computed on the
 FD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0638.degrees latitude (g = 980.6199 gals.).
 FD0638
 FD0638.The modeled gravity was interpolated from observed gravity values.
 FD0638
 FD0638;                    North         East    Units  Estimated Accuracy
 FD0638;SPC TN       -   157,240.      515,460.      MT  (+/- 180 meters Scaled)
 FD0638
 FD0638                          SUPERSEDED SURVEY CONTROL
 FD0638
 FD0638  NGVD 29 (??/??/??)  216.51   (m)          710.3    (f) RESET       3  
 FD0638
 FD0638.Superseded values are not recommended for survey control.
 FD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0638.See file dsdata.txt to determine how the superseded data were derived.
 FD0638
 FD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE059558(NAD 83)
 FD0638_MARKER: DD = SURVEY DISK
 FD0638_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0638_STAMPING: 6 B 19 1963
 FD0638_MARK LOGO: TNHD  
 FD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0638+STABILITY: SURFACE MOTION
 FD0638
 FD0638  HISTORY     - Date     Condition        Report By
 FD0638  HISTORY     - 1963     MONUMENTED       TNHD
 FD0638  HISTORY     - 1984     GOOD             NGS
 FD0638
 FD0638                          STATION DESCRIPTION
 FD0638
 FD0638'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0638'0.2 MI S FROM SPRING HILL.
 FD0638'THE MARK IS LOCATED 0.2 MILES SOUTH OF SPRING HILL WHERE THE FOUR
 FD0638'LANE BEGINS, 51 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31,
 FD0638'160 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD LEADING EAST,
 FD0638'43 FEET NORTH OF A TELEPHONE POLE AND IS SET IN TOP OF A 9 FOOT
 FD0638'CULVERT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0638'DISK LOCATED IN A DRILLED HOLE IN THE NORTH END OF THE CULVERT.
 FD0638
 FD0638                          STATION RECOVERY (1984)
 FD0638
 FD0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0638'RECOVERED IN GOOD CONDITION.  NOTE, THE PAVED ROAD IN THE OLD
 FD0638'DESCRIPTION IS LAKE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0944 ***********************************************************************
 FD0944  DESIGNATION -  6 B 2
 FD0944  PID         -  FD0944
 FD0944  STATE/COUNTY-  TN/MAURY
 FD0944  USGS QUAD   -  SUMMERTOWN (1976)
 FD0944
 FD0944                         *CURRENT SURVEY CONTROL
 FD0944  ___________________________________________________________________
 FD0944* NAD 83(1986)-  35 27 49.     (N)    087 15 49.     (W)     SCALED    
 FD0944* NAVD 88     -       243.105  (meters)     797.59   (feet)  ADJUSTED  
 FD0944  ___________________________________________________________________
 FD0944  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0944  DYNAMIC HT  -         242.881 (meters)     796.85  (feet)  COMP
 FD0944  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FD0944
 FD0944  VERT ORDER  -  SECOND    CLASS 0
 FD0944
 FD0944.The horizontal coordinates were scaled from a topographic map and have
 FD0944.an estimated accuracy of +/- 6 seconds.
 FD0944
 FD0944.The orthometric height was determined by differential leveling
 FD0944.and adjusted by the National Geodetic Survey in June 1991..
 FD0944
 FD0944.The geoid height was determined by GEOID03.
 FD0944
 FD0944.The dynamic height is computed by dividing the NAVD 88
 FD0944.geopotential number by the normal gravity value computed on the
 FD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0944.degrees latitude (g = 980.6199 gals.).
 FD0944
 FD0944.The modeled gravity was interpolated from observed gravity values.
 FD0944
 FD0944;                    North         East    Units  Estimated Accuracy
 FD0944;SPC TN       -   126,140.      485,310.      MT  (+/- 180 meters Scaled)
 FD0944
 FD0944                          SUPERSEDED SURVEY CONTROL
 FD0944
 FD0944  NGVD 29 (??/??/92)  243.084  (m)          797.52   (f) ADJ UNCH    2 0
 FD0944
 FD0944.Superseded values are not recommended for survey control.
 FD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0944.See file dsdata.txt to determine how the superseded data were derived.
 FD0944
 FD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE760244(NAD 83)
 FD0944_MARKER: DD = SURVEY DISK
 FD0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0944_SP_SET: CULVERT
 FD0944_STAMPING: 6 B-2
 FD0944_MARK LOGO: TNHD  
 FD0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0944
 FD0944  HISTORY     - Date     Condition        Report By
 FD0944  HISTORY     - UNK      MONUMENTED       TNHD
 FD0944  HISTORY     - 1963     GOOD             TNHD
 FD0944  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0944
 FD0944                          STATION DESCRIPTION
 FD0944
 FD0944'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0944'1.9 MI N FROM SUMMERTOWN.
 FD0944'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND THE NORTH INTERSECTION
 FD0944'OF STATE ROUTE 20 NEAR SUMMERTOWN, MAURY COUNTY, GO NORTH ON
 FD0944'HIGHWAY 43 FOR 1.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 FD0944'24 FEET WEST OF U.S. HIGHWAY 43, 43 FEET SOUTH OF POWER POLE
 FD0944'NO. 108 AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0944'CEMENTED IN A DRILLED HOLE IN THE CENTER OF A RETAINING WALL
 FD0944'FOR A CORRUGATED METAL PIPE CULVERT.
 FD0944
 FD0944                          STATION RECOVERY (1983)
 FD0944
 FD0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0944'SEARCHED FOR BUT NOT RECOVERED, PROBABLY KNOCKED OUT BY HIGHWAY
 FD0944'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0637 ***********************************************************************
 FD0637  DESIGNATION -  6 B 20
 FD0637  PID         -  FD0637
 FD0637  STATE/COUNTY-  TN/MAURY
 FD0637  USGS QUAD   -  CARTERS CREEK (1982)
 FD0637
 FD0637                         *CURRENT SURVEY CONTROL
 FD0637  ___________________________________________________________________
 FD0637* NAD 83(1986)-  35 44 17.     (N)    086 56 48.     (W)     SCALED    
 FD0637* NAVD 88     -       233.543  (meters)     766.22   (feet)  ADJUSTED  
 FD0637  ___________________________________________________________________
 FD0637  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0637  DYNAMIC HT  -         233.337 (meters)     765.54  (feet)  COMP
 FD0637  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0637
 FD0637  VERT ORDER  -  FIRST     CLASS II
 FD0637
 FD0637.The horizontal coordinates were scaled from a topographic map and have
 FD0637.an estimated accuracy of +/- 6 seconds.
 FD0637
 FD0637.The orthometric height was determined by differential leveling
 FD0637.and adjusted by the National Geodetic Survey in June 1991..
 FD0637
 FD0637.The geoid height was determined by GEOID03.
 FD0637
 FD0637.The dynamic height is computed by dividing the NAVD 88
 FD0637.geopotential number by the normal gravity value computed on the
 FD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0637.degrees latitude (g = 980.6199 gals.).
 FD0637
 FD0637.The modeled gravity was interpolated from observed gravity values.
 FD0637
 FD0637;                    North         East    Units  Estimated Accuracy
 FD0637;SPC TN       -   156,270.      514,370.      MT  (+/- 180 meters Scaled)
 FD0637
 FD0637                          SUPERSEDED SURVEY CONTROL
 FD0637
 FD0637  NGVD 29 (??/??/??)  233.51   (m)          766.1    (f) RESET       3  
 FD0637
 FD0637.Superseded values are not recommended for survey control.
 FD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0637.See file dsdata.txt to determine how the superseded data were derived.
 FD0637
 FD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE048548(NAD 83)
 FD0637_MARKER: DD = SURVEY DISK
 FD0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0637_STAMPING: 6 B 20 1963
 FD0637_MARK LOGO: TNHD  
 FD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0637+STABILITY: SURFACE MOTION
 FD0637
 FD0637  HISTORY     - Date     Condition        Report By
 FD0637  HISTORY     - 1963     MONUMENTED       TNHD
 FD0637  HISTORY     - 1984     GOOD             NGS
 FD0637
 FD0637                          STATION DESCRIPTION
 FD0637
 FD0637'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0637'1.5 MI S FROM SPRING HILL.
 FD0637'FROM THE POST OFFICE IN SPRING HILL GO SOUTH FOR 1.5 MILES ON
 FD0637'U.S. HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 FD0637'74 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 1 FOOT WEST OF
 FD0637'A FENCE, 2 FEET NORTH OF A WITNESS SIGN AND 5 FEET EAST OF A
 FD0637'POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0637'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT.
 FD0637
 FD0637                          STATION RECOVERY (1984)
 FD0637
 FD0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0637'RECOVERED IN GOOD CONDITION.  NOTE, THE POWERLINE POLE HAS BEEN MOVED.
 FD0637'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0644 ***********************************************************************
 FD0644  DESIGNATION -  6 B 21
 FD0644  PID         -  FD0644
 FD0644  STATE/COUNTY-  TN/WILLIAMSON
 FD0644  USGS QUAD   -  SPRING HILL (1979)
 FD0644
 FD0644                         *CURRENT SURVEY CONTROL
 FD0644  ___________________________________________________________________
 FD0644* NAD 83(1986)-  35 45 54.     (N)    086 55 09.     (W)     SCALED    
 FD0644* NAVD 88     -       222.194  (meters)     728.98   (feet)  ADJUSTED  
 FD0644  ___________________________________________________________________
 FD0644  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0644  DYNAMIC HT  -         221.997 (meters)     728.34  (feet)  COMP
 FD0644  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FD0644
 FD0644  VERT ORDER  -  FIRST     CLASS II
 FD0644
 FD0644.The horizontal coordinates were scaled from a topographic map and have
 FD0644.an estimated accuracy of +/- 6 seconds.
 FD0644
 FD0644.The orthometric height was determined by differential leveling
 FD0644.and adjusted by the National Geodetic Survey in June 1991..
 FD0644
 FD0644.The geoid height was determined by GEOID03.
 FD0644
 FD0644.The dynamic height is computed by dividing the NAVD 88
 FD0644.geopotential number by the normal gravity value computed on the
 FD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0644.degrees latitude (g = 980.6199 gals.).
 FD0644
 FD0644.The modeled gravity was interpolated from observed gravity values.
 FD0644
 FD0644;                    North         East    Units  Estimated Accuracy
 FD0644;SPC TN       -   159,230.      516,890.      MT  (+/- 180 meters Scaled)
 FD0644
 FD0644                          SUPERSEDED SURVEY CONTROL
 FD0644
 FD0644  NGVD 29 (??/??/??)  222.16   (m)          728.9    (f) RESET       3  
 FD0644
 FD0644.Superseded values are not recommended for survey control.
 FD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0644.See file dsdata.txt to determine how the superseded data were derived.
 FD0644
 FD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE073578(NAD 83)
 FD0644_MARKER: DD = SURVEY DISK
 FD0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0644_STAMPING: 6 B 21 1963
 FD0644_MARK LOGO: TNHD  
 FD0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0644+STABILITY: SURFACE MOTION
 FD0644
 FD0644  HISTORY     - Date     Condition        Report By
 FD0644  HISTORY     - 1963     MONUMENTED       TNHD
 FD0644  HISTORY     - 1984     GOOD             NGS
 FD0644
 FD0644                          STATION DESCRIPTION
 FD0644
 FD0644'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0644'0.9 MI N FROM SPRING HILL.
 FD0644'FROM THE POST OFFICE IN SPRING HILL GO NORTH FOR 0.9 MILES TO THE
 FD0644'MARK ON THE RIGHT.  THE MARK IS LOCATED 6 FEET SOUTHEAST OF
 FD0644'POWER POLE 36, 1.5 FEET SOUTHWEST OF A WITNESS SIGN, 30 FEET EAST
 FD0644'OF THE CENTER LINE OF U.S. HIGHWAY 31 AND 1 FOOT WEST OF A WIRE
 FD0644'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0644'DISK SET IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0644
 FD0644                          STATION RECOVERY (1984)
 FD0644
 FD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0644'RECOVERED IN GOOD CONDITION.  NOTE, THE WIRE FENCE HAS BEEN REPLACED
 FD0644'BY A BOARD FENCE WHICH IS 2.5 FEET EAST OF THE MARK AND THE OLD
 FD0644'WITNESS POST HAS BEEN REMOVED AND A NEW ONE PLACED 2.0 FEET NORTH OF
 FD0644'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0645 ***********************************************************************
 FD0645  DESIGNATION -  6 B 22
 FD0645  PID         -  FD0645
 FD0645  STATE/COUNTY-  TN/WILLIAMSON
 FD0645  USGS QUAD   -  SPRING HILL (1979)
 FD0645
 FD0645                         *CURRENT SURVEY CONTROL
 FD0645  ___________________________________________________________________
 FD0645* NAD 83(1986)-  35 46 34.     (N)    086 54 56.     (W)     SCALED    
 FD0645* NAVD 88     -       245.309  (meters)     804.82   (feet)  ADJUSTED  
 FD0645  ___________________________________________________________________
 FD0645  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0645  DYNAMIC HT  -         245.092 (meters)     804.11  (feet)  COMP
 FD0645  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0645
 FD0645  VERT ORDER  -  SECOND    CLASS 0
 FD0645
 FD0645.The horizontal coordinates were scaled from a topographic map and have
 FD0645.an estimated accuracy of +/- 6 seconds.
 FD0645
 FD0645.The orthometric height was determined by differential leveling
 FD0645.and adjusted by the National Geodetic Survey in June 1991..
 FD0645
 FD0645.The geoid height was determined by GEOID03.
 FD0645
 FD0645.The dynamic height is computed by dividing the NAVD 88
 FD0645.geopotential number by the normal gravity value computed on the
 FD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0645.degrees latitude (g = 980.6199 gals.).
 FD0645
 FD0645.The modeled gravity was interpolated from observed gravity values.
 FD0645
 FD0645;                    North         East    Units  Estimated Accuracy
 FD0645;SPC TN       -   160,460.      517,220.      MT  (+/- 180 meters Scaled)
 FD0645
 FD0645                          SUPERSEDED SURVEY CONTROL
 FD0645
 FD0645  NGVD 29 (??/??/??)  245.28   (m)          804.7    (f) RESET       3  
 FD0645
 FD0645.Superseded values are not recommended for survey control.
 FD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0645.See file dsdata.txt to determine how the superseded data were derived.
 FD0645
 FD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076591(NAD 83)
 FD0645_MARKER: DD = SURVEY DISK
 FD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0645_STAMPING: 6 B 22 1963
 FD0645_MARK LOGO: TNHD  
 FD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0645+STABILITY: SURFACE MOTION
 FD0645
 FD0645  HISTORY     - Date     Condition        Report By
 FD0645  HISTORY     - 1963     MONUMENTED       TNHD
 FD0645  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0645
 FD0645                          STATION DESCRIPTION
 FD0645
 FD0645'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0645'2 MI N FROM SPRING HILL.
 FD0645'FROM THE POST OFFICE IN SPRING HILL GO NORTH ON U.S. HIGHWAY 31
 FD0645'FOR 2.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 21
 FD0645'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 31, 1 FOOT WEST OF
 FD0645'A WIRE FENCE, 5 FEET NORTH OF A FENCE CORNER, 11 FEET NORTHEAST
 FD0645'OF A POWER POLE AND 1.6 FEET NORTH OF A WITNESS SIGN.  THE MARK
 FD0645'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FD0645'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0645
 FD0645                          STATION RECOVERY (1984)
 FD0645
 FD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0645'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0650 ***********************************************************************
 FD0650  DESIGNATION -  6 B 23
 FD0650  PID         -  FD0650
 FD0650  STATE/COUNTY-  TN/WILLIAMSON
 FD0650  USGS QUAD   -  SPRING HILL (1979)
 FD0650
 FD0650                         *CURRENT SURVEY CONTROL
 FD0650  ___________________________________________________________________
 FD0650* NAD 83(1986)-  35 48 05.     (N)    086 54 14.     (W)     SCALED    
 FD0650* NAVD 88     -       252.609  (meters)     828.77   (feet)  ADJUSTED  
 FD0650  ___________________________________________________________________
 FD0650  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0650  DYNAMIC HT  -         252.385 (meters)     828.03  (feet)  COMP
 FD0650  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0650
 FD0650  VERT ORDER  -  SECOND    CLASS 0
 FD0650
 FD0650.The horizontal coordinates were scaled from a topographic map and have
 FD0650.an estimated accuracy of +/- 6 seconds.
 FD0650
 FD0650.The orthometric height was determined by differential leveling
 FD0650.and adjusted by the National Geodetic Survey in June 1991..
 FD0650
 FD0650.The geoid height was determined by GEOID03.
 FD0650
 FD0650.The dynamic height is computed by dividing the NAVD 88
 FD0650.geopotential number by the normal gravity value computed on the
 FD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0650.degrees latitude (g = 980.6199 gals.).
 FD0650
 FD0650.The modeled gravity was interpolated from observed gravity values.
 FD0650
 FD0650;                    North         East    Units  Estimated Accuracy
 FD0650;SPC TN       -   163,260.      518,300.      MT  (+/- 180 meters Scaled)
 FD0650
 FD0650                          SUPERSEDED SURVEY CONTROL
 FD0650
 FD0650  NGVD 29 (??/??/??)  252.57   (m)          828.6    (f) RESET       3  
 FD0650
 FD0650.Superseded values are not recommended for survey control.
 FD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0650.See file dsdata.txt to determine how the superseded data were derived.
 FD0650
 FD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE086619(NAD 83)
 FD0650_MARKER: DD = SURVEY DISK
 FD0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0650_STAMPING: 6 B 23 1963
 FD0650_MARK LOGO: TNHD  
 FD0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0650+STABILITY: SURFACE MOTION
 FD0650
 FD0650  HISTORY     - Date     Condition        Report By
 FD0650  HISTORY     - 1963     MONUMENTED       TNHD
 FD0650  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0650
 FD0650                          STATION DESCRIPTION
 FD0650
 FD0650'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0650'4 MI N FROM SPRING HILL.
 FD0650'FROM THE POST OFFICE IN SPRING HILL GO NORTH ON U.S. HIGHWAY 31
 FD0650'FOR 4.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32
 FD0650'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 2 FEET NORTH
 FD0650'OF A WITNESS SIGN, 1.6 FEET WEST OF A WIRE FENCE AND 8 FEET
 FD0650'SOUTH OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0650'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0650'MONUMENT.
 FD0650
 FD0650                          STATION RECOVERY (1984)
 FD0650
 FD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0650'NOT RECOVERED.  INADEQUATE DESCRIPTION, SNOW AND ICE HAMPERED
 FD0650'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0655 ***********************************************************************
 FD0655  DESIGNATION -  6 B 24
 FD0655  PID         -  FD0655
 FD0655  STATE/COUNTY-  TN/WILLIAMSON
 FD0655  USGS QUAD   -  SPRING HILL (1979)
 FD0655
 FD0655                         *CURRENT SURVEY CONTROL
 FD0655  ___________________________________________________________________
 FD0655* NAD 83(1986)-  35 50 04.     (N)    086 52 52.     (W)     SCALED    
 FD0655* NAVD 88     -       219.826  (meters)     721.21   (feet)  ADJUSTED  
 FD0655  ___________________________________________________________________
 FD0655  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD0655  DYNAMIC HT  -         219.632 (meters)     720.58  (feet)  COMP
 FD0655  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0655
 FD0655  VERT ORDER  -  FIRST     CLASS II
 FD0655
 FD0655.The horizontal coordinates were scaled from a topographic map and have
 FD0655.an estimated accuracy of +/- 6 seconds.
 FD0655
 FD0655.The orthometric height was determined by differential leveling
 FD0655.and adjusted by the National Geodetic Survey in June 1991..
 FD0655
 FD0655.The geoid height was determined by GEOID03.
 FD0655
 FD0655.The dynamic height is computed by dividing the NAVD 88
 FD0655.geopotential number by the normal gravity value computed on the
 FD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0655.degrees latitude (g = 980.6199 gals.).
 FD0655
 FD0655.The modeled gravity was interpolated from observed gravity values.
 FD0655
 FD0655;                    North         East    Units  Estimated Accuracy
 FD0655;SPC TN       -   166,910.      520,400.      MT  (+/- 180 meters Scaled)
 FD0655
 FD0655                          SUPERSEDED SURVEY CONTROL
 FD0655
 FD0655  NGVD 29 (??/??/??)  219.79   (m)          721.1    (f) RESET       3  
 FD0655
 FD0655.Superseded values are not recommended for survey control.
 FD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0655.See file dsdata.txt to determine how the superseded data were derived.
 FD0655
 FD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE107655(NAD 83)
 FD0655_MARKER: DD = SURVEY DISK
 FD0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0655_STAMPING: 6 B 24 1963
 FD0655_MARK LOGO: TNHD  
 FD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0655+STABILITY: SURFACE MOTION
 FD0655
 FD0655  HISTORY     - Date     Condition        Report By
 FD0655  HISTORY     - 1963     MONUMENTED       TNHD
 FD0655  HISTORY     - 1984     GOOD             NGS
 FD0655
 FD0655                          STATION DESCRIPTION
 FD0655
 FD0655'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0655'6.6 MI N FROM SPRING HILL.
 FD0655'FROM THE POST OFFICE IN SPRING HILL GO NORTH ON U.S. HIGHWAY 31
 FD0655'FOR 6.6 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 FD0655'53.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31, 36
 FD0655'FEET SOUTHEAST OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 FD0655'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE NORTH
 FD0655'WEST END OF A 19 FOOT CONCRETE CULVERT.
 FD0655
 FD0655                          STATION RECOVERY (1984)
 FD0655
 FD0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0655'RECOVERED IN GOOD CONDITION.  NOTE, LOCATED 25.9 METERS (85.0 FT) WEST
 FD0655'OF THE NORTH END AND ACROSS THE SOUTHBOUND LANE OF HIGHWAY 31 FROM A
 FD0655'LARGE BILLBOARD SIGN.
 FD0655'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0663 ***********************************************************************
 FD0663  DESIGNATION -  6 B 25
 FD0663  PID         -  FD0663
 FD0663  STATE/COUNTY-  TN/WILLIAMSON
 FD0663  USGS QUAD   -  LEIPERS FORK (1981)
 FD0663
 FD0663                         *CURRENT SURVEY CONTROL
 FD0663  ___________________________________________________________________
 FD0663* NAD 83(1986)-  35 54 06.     (N)    086 52 33.     (W)     SCALED    
 FD0663* NAVD 88     -       207.940  (meters)     682.22   (feet)  ADJUSTED  
 FD0663  ___________________________________________________________________
 FD0663  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0663  DYNAMIC HT  -         207.757 (meters)     681.62  (feet)  COMP
 FD0663  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FD0663
 FD0663  VERT ORDER  -  FIRST     CLASS II
 FD0663
 FD0663.The horizontal coordinates were scaled from a topographic map and have
 FD0663.an estimated accuracy of +/- 6 seconds.
 FD0663
 FD0663.The orthometric height was determined by differential leveling
 FD0663.and adjusted by the National Geodetic Survey in June 1991..
 FD0663
 FD0663.The geoid height was determined by GEOID03.
 FD0663
 FD0663.The dynamic height is computed by dividing the NAVD 88
 FD0663.geopotential number by the normal gravity value computed on the
 FD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0663.degrees latitude (g = 980.6199 gals.).
 FD0663
 FD0663.The modeled gravity was interpolated from observed gravity values.
 FD0663
 FD0663;                    North         East    Units  Estimated Accuracy
 FD0663;SPC TN       -   174,360.      520,940.      MT  (+/- 180 meters Scaled)
 FD0663
 FD0663                          SUPERSEDED SURVEY CONTROL
 FD0663
 FD0663  NGVD 29 (??/??/??)  207.92   (m)          682.2    (f) RESET       3  
 FD0663
 FD0663.Superseded values are not recommended for survey control.
 FD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0663.See file dsdata.txt to determine how the superseded data were derived.
 FD0663
 FD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE112730(NAD 83)
 FD0663_MARKER: DD = SURVEY DISK
 FD0663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0663_STAMPING: 6 B-25 1963
 FD0663_MARK LOGO: TNHD  
 FD0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0663+STABILITY: SURFACE MOTION
 FD0663
 FD0663  HISTORY     - Date     Condition        Report By
 FD0663  HISTORY     - 1963     MONUMENTED       TNHD
 FD0663  HISTORY     - 1983     GOOD             NGS
 FD0663
 FD0663                          STATION DESCRIPTION
 FD0663
 FD0663'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0663'1.6 MI S FROM FRANKLIN.
 FD0663'FROM THE POST OFFICE IN FRANKLIN GO 1.6 MILES SOUTH ON U.S.
 FD0663'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 24 FEET
 FD0663'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 15 FEET NORTHWEST OF
 FD0663'POWER POLE NO. 864.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0663'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE NORTH END OF
 FD0663'A 10 FOOT CONCRETE CULVERT.
 FD0663
 FD0663                          STATION RECOVERY (1983)
 FD0663
 FD0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0663'RECOVERED IN GOOD CONDITION.  NOTE, LOCATED AT THE ENTRANCE TO THE CPS
 FD0663'INDUSTRIES INCORPORATED PLANT.
 FD0663'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0668 ***********************************************************************
 FD0668  DESIGNATION -  6 B 26
 FD0668  PID         -  FD0668
 FD0668  STATE/COUNTY-  TN/WILLIAMSON
 FD0668  USGS QUAD   -  FRANKLIN (1981)
 FD0668
 FD0668                         *CURRENT SURVEY CONTROL
 FD0668  ___________________________________________________________________
 FD0668* NAD 83(1986)-  35 56 10.     (N)    086 51 33.     (W)     SCALED    
 FD0668* NAVD 88     -       210.625  (meters)     691.03   (feet)  ADJUSTED  
 FD0668  ___________________________________________________________________
 FD0668  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FD0668  DYNAMIC HT  -         210.440 (meters)     690.42  (feet)  COMP
 FD0668  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FD0668
 FD0668  VERT ORDER  -  FIRST     CLASS II
 FD0668
 FD0668.The horizontal coordinates were scaled from a topographic map and have
 FD0668.an estimated accuracy of +/- 6 seconds.
 FD0668
 FD0668.The orthometric height was determined by differential leveling
 FD0668.and adjusted by the National Geodetic Survey in June 1991..
 FD0668
 FD0668.The geoid height was determined by GEOID03.
 FD0668
 FD0668.The dynamic height is computed by dividing the NAVD 88
 FD0668.geopotential number by the normal gravity value computed on the
 FD0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0668.degrees latitude (g = 980.6199 gals.).
 FD0668
 FD0668.The modeled gravity was interpolated from observed gravity values.
 FD0668
 FD0668;                    North         East    Units  Estimated Accuracy
 FD0668;SPC TN       -   178,170.      522,480.      MT  (+/- 180 meters Scaled)
 FD0668
 FD0668                          SUPERSEDED SURVEY CONTROL
 FD0668
 FD0668  NGVD 29 (??/??/??)  210.61   (m)          691.0    (f) RESET       3  
 FD0668
 FD0668.Superseded values are not recommended for survey control.
 FD0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0668.See file dsdata.txt to determine how the superseded data were derived.
 FD0668
 FD0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE127768(NAD 83)
 FD0668_MARKER: DD = SURVEY DISK
 FD0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0668_STAMPING: 6 B-26 1963
 FD0668_MARK LOGO: TNHD  
 FD0668_PROJECTION: FLUSH
 FD0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0668+STABILITY: SURFACE MOTION
 FD0668
 FD0668  HISTORY     - Date     Condition        Report By
 FD0668  HISTORY     - 1963     MONUMENTED       TNHD
 FD0668  HISTORY     - 1984     GOOD             NGS
 FD0668
 FD0668                          STATION DESCRIPTION
 FD0668
 FD0668'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0668'1.2 MI N FROM FRANKLIN.
 FD0668'FROM THE POST OFFICE IN FRANKLIN GO 1.2 MILES NORTH ON U.S.
 FD0668'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 24
 FD0668'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 1 FOOT NORTHWEST
 FD0668'OF A WITNESS SIGN, 1 FOOT WEST OF A WIRE FENCE, 28 FEET SOUTH OF
 FD0668'A DRIVE WAY AND 6 FEET EAST OF A POWER POLE.  THE MARK IS A
 FD0668'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0668'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0668
 FD0668                          STATION RECOVERY (1984)
 FD0668
 FD0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0668'RECOVERED IN GOOD CONDITION.  NOTE, THE WIRE FENCE IS GONE, AND THE
 FD0668'MARK IS 1.8 METERS (6.0 FT) SOUTHWEST OF A POWERLINE POLE.
 FD0668'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 FD0668'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0669 ***********************************************************************
 FD0669  DESIGNATION -  6 B 27
 FD0669  PID         -  FD0669
 FD0669  STATE/COUNTY-  TN/WILLIAMSON
 FD0669  USGS QUAD   -  FRANKLIN (1981)
 FD0669
 FD0669                         *CURRENT SURVEY CONTROL
 FD0669  ___________________________________________________________________
 FD0669* NAD 83(1986)-  35 56 54.     (N)    086 51 01.     (W)     SCALED    
 FD0669* NAVD 88     -       214.822  (meters)     704.80   (feet)  ADJUSTED  
 FD0669  ___________________________________________________________________
 FD0669  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0669  DYNAMIC HT  -         214.634 (meters)     704.18  (feet)  COMP
 FD0669  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0669
 FD0669  VERT ORDER  -  FIRST     CLASS II
 FD0669
 FD0669.The horizontal coordinates were scaled from a topographic map and have
 FD0669.an estimated accuracy of +/- 6 seconds.
 FD0669
 FD0669.The orthometric height was determined by differential leveling
 FD0669.and adjusted by the National Geodetic Survey in June 1991..
 FD0669
 FD0669.The geoid height was determined by GEOID03.
 FD0669
 FD0669.The dynamic height is computed by dividing the NAVD 88
 FD0669.geopotential number by the normal gravity value computed on the
 FD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0669.degrees latitude (g = 980.6199 gals.).
 FD0669
 FD0669.The modeled gravity was interpolated from observed gravity values.
 FD0669
 FD0669;                    North         East    Units  Estimated Accuracy
 FD0669;SPC TN       -   179,520.      523,290.      MT  (+/- 180 meters Scaled)
 FD0669
 FD0669                          SUPERSEDED SURVEY CONTROL
 FD0669
 FD0669  NGVD 29 (??/??/??)  214.81   (m)          704.8    (f) RESET       3  
 FD0669
 FD0669.Superseded values are not recommended for survey control.
 FD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0669.See file dsdata.txt to determine how the superseded data were derived.
 FD0669
 FD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE135782(NAD 83)
 FD0669_MARKER: DD = SURVEY DISK
 FD0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0669_STAMPING: 6 B-27 1963
 FD0669_MARK LOGO: TNHD  
 FD0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0669+STABILITY: SURFACE MOTION
 FD0669
 FD0669  HISTORY     - Date     Condition        Report By
 FD0669  HISTORY     - 1963     MONUMENTED       TNHD
 FD0669  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0669  HISTORY     - 1984     GOOD             NGS
 FD0669
 FD0669                          STATION DESCRIPTION
 FD0669
 FD0669'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0669'2.2 MI N FROM FRANKLIN.
 FD0669'FROM THE POST OFFICE IN FRANKLIN GO 2.2 MILES NORTH ON U.S.
 FD0669'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32 FEET
 FD0669'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 1.5 FEET NORTH
 FD0669'OF WITNESS SIGN, 1 FOOT NORTHWEST OF A WIRE FENCE AND 6 FEET SOUTH
 FD0669'OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0669'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FD0669'CONCRETE MONUMENT.
 FD0669
 FD0669                          STATION RECOVERY (1979)
 FD0669
 FD0669'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0669'MARK NOT FOUND.
 FD0669
 FD0669                          STATION RECOVERY (1984)
 FD0669
 FD0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0674 ***********************************************************************
 FD0674  DESIGNATION -  6 B 28
 FD0674  PID         -  FD0674
 FD0674  STATE/COUNTY-  TN/WILLIAMSON
 FD0674  USGS QUAD   -  FRANKLIN (1981)
 FD0674
 FD0674                         *CURRENT SURVEY CONTROL
 FD0674  ___________________________________________________________________
 FD0674* NAD 83(1986)-  35 58 21.     (N)    086 50 02.     (W)     SCALED    
 FD0674* NAVD 88     -       233.322  (meters)     765.49   (feet)  ADJUSTED  
 FD0674  ___________________________________________________________________
 FD0674  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD0674  DYNAMIC HT  -         233.118 (meters)     764.82  (feet)  COMP
 FD0674  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0674
 FD0674  VERT ORDER  -  SECOND    CLASS 0
 FD0674
 FD0674.The horizontal coordinates were scaled from a topographic map and have
 FD0674.an estimated accuracy of +/- 6 seconds.
 FD0674
 FD0674.The orthometric height was determined by differential leveling
 FD0674.and adjusted by the National Geodetic Survey in June 1991..
 FD0674
 FD0674.The geoid height was determined by GEOID03.
 FD0674
 FD0674.The dynamic height is computed by dividing the NAVD 88
 FD0674.geopotential number by the normal gravity value computed on the
 FD0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0674.degrees latitude (g = 980.6199 gals.).
 FD0674
 FD0674.The modeled gravity was interpolated from observed gravity values.
 FD0674
 FD0674;                    North         East    Units  Estimated Accuracy
 FD0674;SPC TN       -   182,190.      524,790.      MT  (+/- 180 meters Scaled)
 FD0674
 FD0674                          SUPERSEDED SURVEY CONTROL
 FD0674
 FD0674  NGVD 29 (??/??/??)  233.32   (m)          765.5    (f) RESET       3  
 FD0674
 FD0674.Superseded values are not recommended for survey control.
 FD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0674.See file dsdata.txt to determine how the superseded data were derived.
 FD0674
 FD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE149809(NAD 83)
 FD0674_MARKER: DD = SURVEY DISK
 FD0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0674_SP_SET: CULVERT
 FD0674_STAMPING: 6 B-28 1963
 FD0674_MARK LOGO: TNHD  
 FD0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0674
 FD0674  HISTORY     - Date     Condition        Report By
 FD0674  HISTORY     - 1963     MONUMENTED       TNHD
 FD0674  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0674  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0674  HISTORY     - 20060410 MARK NOT FOUND   TNDT
 FD0674
 FD0674                          STATION DESCRIPTION
 FD0674
 FD0674'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0674'4.1 MI N FROM FRANKLIN.
 FD0674'THE MARK IS LOCATED AT THE HOLLY 1963 STATION SITE, 31 FEET
 FD0674'NORTHEAST OF A TELEPHONE POLE, 10 FEET WEST OF THE TOP EDGE OF A
 FD0674'HIGHWAY CUT AND 1 FOOT EAST OF A WIRE FENCE.  IT IS SET IN A
 FD0674'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0674
 FD0674                          STATION RECOVERY (1979)
 FD0674
 FD0674'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0674'MARK NOT FOUND.
 FD0674
 FD0674                          STATION RECOVERY (1984)
 FD0674
 FD0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0674'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
 FD0674
 FD0674                          STATION RECOVERY (2006)
 FD0674
 FD0674'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (TWB)
 FD0674'HIGHWAY WIDENED IN IMMEDIATE VICINITY. MARK VERY LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0678 ***********************************************************************
 FD0678  DESIGNATION -  6 B 29
 FD0678  PID         -  FD0678
 FD0678  STATE/COUNTY-  TN/WILLIAMSON
 FD0678  USGS QUAD   -  FRANKLIN (1981)
 FD0678
 FD0678                         *CURRENT SURVEY CONTROL
 FD0678  ___________________________________________________________________
 FD0678* NAD 83(1986)-  35 59 24.     (N)    086 48 51.     (W)     SCALED    
 FD0678* NAVD 88     -       233.713  (meters)     766.77   (feet)  ADJUSTED  
 FD0678  ___________________________________________________________________
 FD0678  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FD0678  DYNAMIC HT  -         233.509 (meters)     766.10  (feet)  COMP
 FD0678  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 FD0678
 FD0678  VERT ORDER  -  FIRST     CLASS II
 FD0678
 FD0678.The horizontal coordinates were scaled from a topographic map and have
 FD0678.an estimated accuracy of +/- 6 seconds.
 FD0678
 FD0678.The orthometric height was determined by differential leveling
 FD0678.and adjusted by the National Geodetic Survey in June 1991..
 FD0678
 FD0678.The geoid height was determined by GEOID03.
 FD0678
 FD0678.The dynamic height is computed by dividing the NAVD 88
 FD0678.geopotential number by the normal gravity value computed on the
 FD0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0678.degrees latitude (g = 980.6199 gals.).
 FD0678
 FD0678.The modeled gravity was interpolated from observed gravity values.
 FD0678
 FD0678;                    North         East    Units  Estimated Accuracy
 FD0678;SPC TN       -   184,110.      526,590.      MT  (+/- 180 meters Scaled)
 FD0678
 FD0678                          SUPERSEDED SURVEY CONTROL
 FD0678
 FD0678  NGVD 29 (??/??/??)  233.72   (m)          766.8    (f) RESET       3  
 FD0678
 FD0678.Superseded values are not recommended for survey control.
 FD0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0678.See file dsdata.txt to determine how the superseded data were derived.
 FD0678
 FD0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE167828(NAD 83)
 FD0678_MARKER: DD = SURVEY DISK
 FD0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0678_STAMPING: 6 B-29 1963
 FD0678_MARK LOGO: TNHD  
 FD0678_PROJECTION: FLUSH
 FD0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0678+STABILITY: SURFACE MOTION
 FD0678
 FD0678  HISTORY     - Date     Condition        Report By
 FD0678  HISTORY     - 1963     MONUMENTED       TNHD
 FD0678  HISTORY     - 1984     GOOD             NGS
 FD0678
 FD0678                          STATION DESCRIPTION
 FD0678
 FD0678'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0678'5.9 MI N FROM FRANKLIN.
 FD0678'FROM THE POST OFFICE IN FRANKLIN GO 5.9 MILES NORTH ON U.S.
 FD0678'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 25 FEET
 FD0678'EAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTH OF A POWER
 FD0678'POLE, 3.5 FEET NORTHWEST OF A WITNESS SIGN, 2 FEET WEST OF A
 FD0678'HEDGE ROW AND IS LOCATED AT THE BAPTIST ORPHANAGE.  THE MARK IS
 FD0678'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0678'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0678
 FD0678                          STATION RECOVERY (1984)
 FD0678
 FD0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0678'RECOVERED IN GOOD CONDITION.  NOTE, ABOUT 58.0 METERS (190.0 FT)
 FD0678'SOUTHWEST OF THE ENTRANCE TO THE BAPTIST CHILDRENS HOME.
 FD0678'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0945 ***********************************************************************
 FD0945  DESIGNATION -  6 B 3
 FD0945  PID         -  FD0945
 FD0945  STATE/COUNTY-  TN/MAURY
 FD0945  USGS QUAD   -  SUMMERTOWN (1976)
 FD0945
 FD0945                         *CURRENT SURVEY CONTROL
 FD0945  ___________________________________________________________________
 FD0945* NAD 83(1986)-  35 28 24.     (N)    087 15 04.     (W)     SCALED    
 FD0945* NAVD 88     -       217.242  (meters)     712.73   (feet)  ADJUSTED  
 FD0945  ___________________________________________________________________
 FD0945  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0945  DYNAMIC HT  -         217.042 (meters)     712.08  (feet)  COMP
 FD0945  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FD0945
 FD0945  VERT ORDER  -  SECOND    CLASS 0
 FD0945
 FD0945.The horizontal coordinates were scaled from a topographic map and have
 FD0945.an estimated accuracy of +/- 6 seconds.
 FD0945
 FD0945.The orthometric height was determined by differential leveling
 FD0945.and adjusted by the National Geodetic Survey in June 1991..
 FD0945
 FD0945.The geoid height was determined by GEOID03.
 FD0945
 FD0945.The dynamic height is computed by dividing the NAVD 88
 FD0945.geopotential number by the normal gravity value computed on the
 FD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0945.degrees latitude (g = 980.6199 gals.).
 FD0945
 FD0945.The modeled gravity was interpolated from observed gravity values.
 FD0945
 FD0945;                    North         East    Units  Estimated Accuracy
 FD0945;SPC TN       -   127,210.      486,460.      MT  (+/- 180 meters Scaled)
 FD0945
 FD0945                          SUPERSEDED SURVEY CONTROL
 FD0945
 FD0945  NGVD 29 (??/??/92)  217.220  (m)          712.66   (f) ADJ UNCH    2 0
 FD0945
 FD0945.Superseded values are not recommended for survey control.
 FD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0945.See file dsdata.txt to determine how the superseded data were derived.
 FD0945
 FD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE772255(NAD 83)
 FD0945_MARKER: DD = SURVEY DISK
 FD0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0945_STAMPING: 6 B-3 1963
 FD0945_MARK LOGO: TNHD  
 FD0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0945+STABILITY: SURFACE MOTION
 FD0945
 FD0945  HISTORY     - Date     Condition        Report By
 FD0945  HISTORY     - 1963     MONUMENTED       TNHD
 FD0945  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0945
 FD0945                          STATION DESCRIPTION
 FD0945
 FD0945'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0945'AT ROCKDALE.
 FD0945'AT ROCKDALE, MAURY COUNTY, 27 FEET SOUTH OF CENTERLINE OF U.S.
 FD0945'HIGHWAY 43, 3 FEET SOUTHWEST OF POWER POLE NO. 89, 40 FEET
 FD0945'NORTHWEST OF A FENCE CORNER, 45 FEET WEST OF A PAVED ROAD
 FD0945'INTERSECTION AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 FD0945'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FD0945'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0945
 FD0945                          STATION RECOVERY (1983)
 FD0945
 FD0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0945'NOT RECOVERED, POWER POLES MOVED, INADEQUATE DESCRIPTION, NO REFERENCE
 FD0945'POINTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0817 ***********************************************************************
 GC0817  DESIGNATION -  6 B 30
 GC0817  PID         -  GC0817
 GC0817  STATE/COUNTY-  TN/WILLIAMSON
 GC0817  USGS QUAD   -  OAK HILL (1968)
 GC0817
 GC0817                         *CURRENT SURVEY CONTROL
 GC0817  ___________________________________________________________________
 GC0817* NAD 83(1986)-  36 00 51.     (N)    086 47 59.     (W)     SCALED    
 GC0817* NAVD 88     -       199.531  (meters)     654.63   (feet)  POSTED    
 GC0817  ___________________________________________________________________
 GC0817  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0817  DYNAMIC HT  -         199.360 (meters)     654.07  (feet)  COMP
 GC0817  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 GC0817
 GC0817  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GC0817
 GC0817.The horizontal coordinates were scaled from a topographic map and have
 GC0817.an estimated accuracy of +/- 6 seconds.
 GC0817
 GC0817.The orthometric height was determined by differential leveling
 GC0817.and adjusted by the National Geodetic Survey in 1992..
 GC0817.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GC0817.rate of 4.1 thru 8.0 mm/km.
 GC0817
 GC0817.The geoid height was determined by GEOID03.
 GC0817
 GC0817.The dynamic height is computed by dividing the NAVD 88
 GC0817.geopotential number by the normal gravity value computed on the
 GC0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0817.degrees latitude (g = 980.6199 gals.).
 GC0817
 GC0817.The modeled gravity was interpolated from observed gravity values.
 GC0817
 GC0817;                    North         East    Units  Estimated Accuracy
 GC0817;SPC TN       -   186,780.      527,910.      MT  (+/- 180 meters Scaled)
 GC0817
 GC0817                          SUPERSEDED SURVEY CONTROL
 GC0817
 GC0817  NGVD 29 (??/??/??)  199.55   (m)          654.7    (f) RESET       3  
 GC0817
 GC0817.Superseded values are not recommended for survey control.
 GC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0817.See file dsdata.txt to determine how the superseded data were derived.
 GC0817
 GC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE180855(NAD 83)
 GC0817_MARKER: DD = SURVEY DISK
 GC0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0817_STAMPING: 6B-30 1963
 GC0817_MARK LOGO: TNHD  
 GC0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0817+STABILITY: SURFACE MOTION
 GC0817
 GC0817  HISTORY     - Date     Condition        Report By
 GC0817  HISTORY     - 1963     MONUMENTED       TNHD
 GC0817  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0817
 GC0817                          STATION DESCRIPTION
 GC0817
 GC0817'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0817'7.8 MI N FROM FRANKLIN.
 GC0817'FROM THE POST OFFICE IN FRANKLIN GO 7.8 MILES NORTH ON U.S.
 GC0817'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 29 FEET
 GC0817'EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WITNESS
 GC0817'SIGN, 1 FOOT WEST OF A WOODEN FENCE AND 6 FEET NORTH OF A POWER
 GC0817'POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0817'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GC0817'WITH THE GROUND.
 GC0817
 GC0817                          STATION RECOVERY (1984)
 GC0817
 GC0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0817'NOT RECOVERED.  POSSIBLY TAKEN OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0818 ***********************************************************************
 GC0818  DESIGNATION -  6 B 31
 GC0818  PID         -  GC0818
 GC0818  STATE/COUNTY-  TN/WILLIAMSON
 GC0818  USGS QUAD   -  OAK HILL (1968)
 GC0818
 GC0818                         *CURRENT SURVEY CONTROL
 GC0818  ___________________________________________________________________
 GC0818* NAD 83(1986)-  36 01 36.     (N)    086 47 32.     (W)     SCALED    
 GC0818* NAVD 88     -       208.110  (meters)     682.77   (feet)  POSTED    
 GC0818  ___________________________________________________________________
 GC0818  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0818  DYNAMIC HT  -         207.930 (meters)     682.18  (feet)  COMP
 GC0818  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GC0818
 GC0818  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GC0818
 GC0818.The horizontal coordinates were scaled from a topographic map and have
 GC0818.an estimated accuracy of +/- 6 seconds.
 GC0818
 GC0818.The orthometric height was determined by differential leveling
 GC0818.and adjusted by the National Geodetic Survey in 1992..
 GC0818.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GC0818.rate of 3.1 thru 4.0 mm/km.
 GC0818
 GC0818.The geoid height was determined by GEOID03.
 GC0818
 GC0818.The dynamic height is computed by dividing the NAVD 88
 GC0818.geopotential number by the normal gravity value computed on the
 GC0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0818.degrees latitude (g = 980.6199 gals.).
 GC0818
 GC0818.The modeled gravity was interpolated from observed gravity values.
 GC0818
 GC0818;                    North         East    Units  Estimated Accuracy
 GC0818;SPC TN       -   188,160.      528,600.      MT  (+/- 180 meters Scaled)
 GC0818
 GC0818                          SUPERSEDED SURVEY CONTROL
 GC0818
 GC0818  NGVD 29 (??/??/??)  208.15   (m)          682.9    (f) RESET       3  
 GC0818
 GC0818.Superseded values are not recommended for survey control.
 GC0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0818.See file dsdata.txt to determine how the superseded data were derived.
 GC0818
 GC0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE187869(NAD 83)
 GC0818_MARKER: DD = SURVEY DISK
 GC0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0818_STAMPING: 6B-31 1963
 GC0818_MARK LOGO: TNHD  
 GC0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0818+STABILITY: SURFACE MOTION
 GC0818
 GC0818  HISTORY     - Date     Condition        Report By
 GC0818  HISTORY     - 1963     MONUMENTED       TNHD
 GC0818  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0818
 GC0818                          STATION DESCRIPTION
 GC0818
 GC0818'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0818'0.7 MI S FROM BRENTWOOD.
 GC0818'FROM THE POST OFFICE IN BRENTWOOD GO 0.7 MILES SOUTH ON U.S.
 GC0818'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 28 FEET
 GC0818'EAST OF THE CENTERLINE OF THE HIGHWAY, 71 FEET EAST OF A DRIVEWAY,
 GC0818'2 FEET SOUTH OF A WITNESS SIGN, 2 FEET WEST OF A FENCE AND 44
 GC0818'FEET SOUTH OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 GC0818'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GC0818'MONUMENT, FLUSH WITH THE GROUND.
 GC0818
 GC0818                          STATION RECOVERY (1984)
 GC0818
 GC0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0818'NOT RECOVERED.  POSSIBLY TAKEN OUT BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0819 ***********************************************************************
 GC0819  DESIGNATION -  6 B 32
 GC0819  PID         -  GC0819
 GC0819  STATE/COUNTY-  TN/WILLIAMSON
 GC0819  USGS QUAD   -  OAK HILL (1968)
 GC0819
 GC0819                         *CURRENT SURVEY CONTROL
 GC0819  ___________________________________________________________________
 GC0819* NAD 83(1986)-  36 02 14.     (N)    086 47 11.     (W)     SCALED    
 GC0819* NAVD 88     -       231.004  (meters)     757.89   (feet)  POSTED    
 GC0819  ___________________________________________________________________
 GC0819  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0819  DYNAMIC HT  -         230.800 (meters)     757.22  (feet)  COMP
 GC0819  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GC0819
 GC0819  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0819
 GC0819.The horizontal coordinates were scaled from a topographic map and have
 GC0819.an estimated accuracy of +/- 6 seconds.
 GC0819
 GC0819.The orthometric height was determined by differential leveling
 GC0819.and adjusted by the National Geodetic Survey in 1992..
 GC0819.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0819.rate of 2.1 thru 3.0 mm/km.
 GC0819
 GC0819.The geoid height was determined by GEOID03.
 GC0819
 GC0819.The dynamic height is computed by dividing the NAVD 88
 GC0819.geopotential number by the normal gravity value computed on the
 GC0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0819.degrees latitude (g = 980.6199 gals.).
 GC0819
 GC0819.The modeled gravity was interpolated from observed gravity values.
 GC0819
 GC0819;                    North         East    Units  Estimated Accuracy
 GC0819;SPC TN       -   189,330.      529,130.      MT  (+/- 180 meters Scaled)
 GC0819
 GC0819                          SUPERSEDED SURVEY CONTROL
 GC0819
 GC0819  NGVD 29 (??/??/??)  231.05   (m)          758.0    (f) RESET       3  
 GC0819
 GC0819.Superseded values are not recommended for survey control.
 GC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0819.See file dsdata.txt to determine how the superseded data were derived.
 GC0819
 GC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192880(NAD 83)
 GC0819_MARKER: DD = SURVEY DISK
 GC0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0819_STAMPING: 6B-32 1963
 GC0819_MARK LOGO: TNHD  
 GC0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0819+STABILITY: SURFACE MOTION
 GC0819
 GC0819  HISTORY     - Date     Condition        Report By
 GC0819  HISTORY     - 1963     MONUMENTED       TNHD
 GC0819  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0819
 GC0819                          STATION DESCRIPTION
 GC0819
 GC0819'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0819'IN BRENTWOOD.
 GC0819'THE MARK IS LOCATED IN BRENTWOOD AT THE INTERSECTION OF U.S.
 GC0819'HIGHWAY 31 AND OLD HICKORY BLVD., 44 FEET EAST OF THE CENTER
 GC0819'LINE OF U.S. HIGHWAY 31, 1 FOOT NORTHWEST OF A WITNESS SIGN, 38
 GC0819'FEET SOUTH OF A POWER POLE AND 89 FEET SOUTH OF THE CENTER LINE
 GC0819'OF OLD HICKORY BLVD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0819'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 GC0819'CONCRETE MONUMENT.
 GC0819
 GC0819                          STATION RECOVERY (1984)
 GC0819
 GC0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0819'NOT RECOVERED.  POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION EQUIPMENT WHEN
 GC0819'THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0820 ***********************************************************************
 GC0820  DESIGNATION -  6 B 33
 GC0820  PID         -  GC0820
 GC0820  STATE/COUNTY-  TN/DAVIDSON
 GC0820  USGS QUAD   -  OAK HILL (1968)
 GC0820
 GC0820                         *CURRENT SURVEY CONTROL
 GC0820  ___________________________________________________________________
 GC0820* NAD 83(1986)-  36 02 54.     (N)    086 46 35.     (W)     SCALED    
 GC0820* NAVD 88     -       210.356  (meters)     690.14   (feet)  POSTED    
 GC0820  ___________________________________________________________________
 GC0820  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0820  DYNAMIC HT  -         210.170 (meters)     689.53  (feet)  COMP
 GC0820  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GC0820
 GC0820  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GC0820
 GC0820.The horizontal coordinates were scaled from a topographic map and have
 GC0820.an estimated accuracy of +/- 6 seconds.
 GC0820
 GC0820.The orthometric height was determined by differential leveling
 GC0820.and adjusted by the National Geodetic Survey in 1992..
 GC0820.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GC0820.rate of 3.1 thru 4.0 mm/km.
 GC0820
 GC0820.The geoid height was determined by GEOID03.
 GC0820
 GC0820.The dynamic height is computed by dividing the NAVD 88
 GC0820.geopotential number by the normal gravity value computed on the
 GC0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0820.degrees latitude (g = 980.6199 gals.).
 GC0820
 GC0820.The modeled gravity was interpolated from observed gravity values.
 GC0820
 GC0820;                    North         East    Units  Estimated Accuracy
 GC0820;SPC TN       -   190,560.      530,050.      MT  (+/- 180 meters Scaled)
 GC0820
 GC0820                          SUPERSEDED SURVEY CONTROL
 GC0820
 GC0820  NGVD 29 (??/??/??)  210.41   (m)          690.3    (f) RESET       3  
 GC0820
 GC0820.Superseded values are not recommended for survey control.
 GC0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0820.See file dsdata.txt to determine how the superseded data were derived.
 GC0820
 GC0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE201893(NAD 83)
 GC0820_MARKER: DD = SURVEY DISK
 GC0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0820_STAMPING: 6B-33 1963
 GC0820_MARK LOGO: TNHD  
 GC0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0820+STABILITY: SURFACE MOTION
 GC0820
 GC0820  HISTORY     - Date     Condition        Report By
 GC0820  HISTORY     - 1963     MONUMENTED       TNHD
 GC0820  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0820
 GC0820                          STATION DESCRIPTION
 GC0820
 GC0820'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0820'1.1 MI N FROM BRENTWOOD.
 GC0820'FROM THE POST OFFICE IN BRENTWOOD GO 1.1 MILES NORTH ON U.S.
 GC0820'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32 FEET
 GC0820'EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF A
 GC0820'TELEPHONE POLE AND 3 FEET NORTHWEST OF A WITNESS SIGN.  THE MARK
 GC0820'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0820'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0820
 GC0820                          STATION RECOVERY (1984)
 GC0820
 GC0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0820'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0821 ***********************************************************************
 GC0821  DESIGNATION -  6 B 34
 GC0821  PID         -  GC0821
 GC0821  STATE/COUNTY-  TN/DAVIDSON
 GC0821  USGS QUAD   -  OAK HILL (1968)
 GC0821
 GC0821                         *CURRENT SURVEY CONTROL
 GC0821  ___________________________________________________________________
 GC0821* NAD 83(1986)-  36 03 47.     (N)    086 46 27.     (W)     SCALED    
 GC0821* NAVD 88     -       206.903  (meters)     678.81   (feet)  POSTED    
 GC0821  ___________________________________________________________________
 GC0821  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0821  DYNAMIC HT  -         206.720 (meters)     678.21  (feet)  COMP
 GC0821  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0821
 GC0821  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GC0821
 GC0821.The horizontal coordinates were scaled from a topographic map and have
 GC0821.an estimated accuracy of +/- 6 seconds.
 GC0821
 GC0821.The orthometric height was determined by differential leveling
 GC0821.and adjusted by the National Geodetic Survey in 1992..
 GC0821.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GC0821.rate of 4.1 thru 8.0 mm/km.
 GC0821
 GC0821.The geoid height was determined by GEOID03.
 GC0821
 GC0821.The dynamic height is computed by dividing the NAVD 88
 GC0821.geopotential number by the normal gravity value computed on the
 GC0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0821.degrees latitude (g = 980.6199 gals.).
 GC0821
 GC0821.The modeled gravity was interpolated from observed gravity values.
 GC0821
 GC0821;                    North         East    Units  Estimated Accuracy
 GC0821;SPC TN       -   192,190.      530,260.      MT  (+/- 180 meters Scaled)
 GC0821
 GC0821                          SUPERSEDED SURVEY CONTROL
 GC0821
 GC0821  NGVD 29 (??/??/??)  206.97   (m)          679.0    (f) RESET       3  
 GC0821
 GC0821.Superseded values are not recommended for survey control.
 GC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0821.See file dsdata.txt to determine how the superseded data were derived.
 GC0821
 GC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203909(NAD 83)
 GC0821_MARKER: DD = SURVEY DISK
 GC0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0821_STAMPING: 6B-34 1963
 GC0821_MARK LOGO: TNHD  
 GC0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0821+STABILITY: SURFACE MOTION
 GC0821
 GC0821  HISTORY     - Date     Condition        Report By
 GC0821  HISTORY     - 1963     MONUMENTED       TNHD
 GC0821  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0821
 GC0821                          STATION DESCRIPTION
 GC0821
 GC0821'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0821'2.2 MI N FROM BRENTWOOD.
 GC0821'FROM THE POST OFFICE IN BRENTWOOD GO 2.2 MILES NORTH ON U.S.
 GC0821'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32
 GC0821'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST
 GC0821'OF A WITNESS SIGN, 1 FOOT WEST OF A ROCK FENCE, 115 FEET SOUTH
 GC0821'OF THE CENTERLINE OF A DRIVEWAY AND 5 FEET SOUTHEAST OF TELEPHONE
 GC0821'POLE NO. 312.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0821'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GC0821'WITH THE GROUND.
 GC0821
 GC0821                          STATION RECOVERY (1984)
 GC0821
 GC0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0821'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN SEWER AND WATER LINES WERE
 GC0821'LAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0822 ***********************************************************************
 GC0822  DESIGNATION -  6 B 35
 GC0822  PID         -  GC0822
 GC0822  STATE/COUNTY-  TN/DAVIDSON
 GC0822  USGS QUAD   -  OAK HILL (1968)
 GC0822
 GC0822                         *CURRENT SURVEY CONTROL
 GC0822  ___________________________________________________________________
 GC0822* NAD 83(1986)-  36 04 38.     (N)    086 46 24.     (W)     SCALED    
 GC0822* NAVD 88     -       203.343  (meters)     667.13   (feet)  ADJUSTED  
 GC0822  ___________________________________________________________________
 GC0822  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0822  DYNAMIC HT  -         203.167 (meters)     666.56  (feet)  COMP
 GC0822  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0822
 GC0822  VERT ORDER  -  FIRST     CLASS II
 GC0822
 GC0822.The horizontal coordinates were scaled from a topographic map and have
 GC0822.an estimated accuracy of +/- 6 seconds.
 GC0822
 GC0822.The orthometric height was determined by differential leveling
 GC0822.and adjusted by the National Geodetic Survey in June 1991..
 GC0822
 GC0822.The geoid height was determined by GEOID03.
 GC0822
 GC0822.The dynamic height is computed by dividing the NAVD 88
 GC0822.geopotential number by the normal gravity value computed on the
 GC0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0822.degrees latitude (g = 980.6199 gals.).
 GC0822
 GC0822.The modeled gravity was interpolated from observed gravity values.
 GC0822
 GC0822;                    North         East    Units  Estimated Accuracy
 GC0822;SPC TN       -   193,760.      530,350.      MT  (+/- 180 meters Scaled)
 GC0822
 GC0822                          SUPERSEDED SURVEY CONTROL
 GC0822
 GC0822  NGVD 29 (??/??/??)  203.42   (m)          667.4    (f) RESET       3  
 GC0822
 GC0822.Superseded values are not recommended for survey control.
 GC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0822.See file dsdata.txt to determine how the superseded data were derived.
 GC0822
 GC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE204925(NAD 83)
 GC0822_MARKER: DD = SURVEY DISK
 GC0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0822_STAMPING: 6B-35 1963
 GC0822_MARK LOGO: TNHD  
 GC0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0822+STABILITY: SURFACE MOTION
 GC0822
 GC0822  HISTORY     - Date     Condition        Report By
 GC0822  HISTORY     - 1963     MONUMENTED       TNHD
 GC0822  HISTORY     - 1984     GOOD             NGS
 GC0822
 GC0822                          STATION DESCRIPTION
 GC0822
 GC0822'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0822'3.2 MI N FROM BRENTWOOD.
 GC0822'FROM THE POST OFFICE IN BRENTWOOD GO 3.2 MILES NORTH ON U.S.
 GC0822'HIGHWAY 31 TO TYNE BLVD, TO THE MARK ON THE LEFT.  THE MARK IS
 GC0822'LOCATED 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 GC0822'NORTH OF A WITNESS SIGN, 1 FOOT EAST OF A ROCK FENCE AND 38 FEET
 GC0822'SOUTH OF THE CENTER LINE OF TYNE BLVD.  THE MARK IS A STANDARD
 GC0822'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GC0822'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0822
 GC0822                          STATION RECOVERY (1984)
 GC0822
 GC0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0822'RECOVERED IN GOOD CONDITION.  NOTE, 0.31 METERS (1.0 FT) EAST OF A
 GC0822'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0823 ***********************************************************************
 GC0823  DESIGNATION -  6 B 36
 GC0823  PID         -  GC0823
 GC0823  STATE/COUNTY-  TN/DAVIDSON
 GC0823  USGS QUAD   -  OAK HILL (1968)
 GC0823
 GC0823                         *CURRENT SURVEY CONTROL
 GC0823  ___________________________________________________________________
 GC0823* NAD 83(1986)-  36 05 29.     (N)    086 46 17.     (W)     SCALED    
 GC0823* NAVD 88     -       191.333  (meters)     627.73   (feet)  ADJUSTED  
 GC0823  ___________________________________________________________________
 GC0823  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0823  DYNAMIC HT  -         191.168 (meters)     627.19  (feet)  COMP
 GC0823  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC0823
 GC0823  VERT ORDER  -  FIRST     CLASS II
 GC0823
 GC0823.The horizontal coordinates were scaled from a topographic map and have
 GC0823.an estimated accuracy of +/- 6 seconds.
 GC0823
 GC0823.The orthometric height was determined by differential leveling
 GC0823.and adjusted by the National Geodetic Survey in June 1991..
 GC0823
 GC0823.The geoid height was determined by GEOID03.
 GC0823
 GC0823.The dynamic height is computed by dividing the NAVD 88
 GC0823.geopotential number by the normal gravity value computed on the
 GC0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0823.degrees latitude (g = 980.6199 gals.).
 GC0823
 GC0823.The modeled gravity was interpolated from observed gravity values.
 GC0823
 GC0823;                    North         East    Units  Estimated Accuracy
 GC0823;SPC TN       -   195,330.      530,530.      MT  (+/- 180 meters Scaled)
 GC0823
 GC0823                          SUPERSEDED SURVEY CONTROL
 GC0823
 GC0823  NGVD 29 (??/??/??)  191.38   (m)          627.9    (f) RESET       3  
 GC0823
 GC0823.Superseded values are not recommended for survey control.
 GC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0823.See file dsdata.txt to determine how the superseded data were derived.
 GC0823
 GC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE205941(NAD 83)
 GC0823_MARKER: DD = SURVEY DISK
 GC0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0823_STAMPING: 6B-36 1963
 GC0823_MARK LOGO: TNHD  
 GC0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0823+STABILITY: SURFACE MOTION
 GC0823
 GC0823  HISTORY     - Date     Condition        Report By
 GC0823  HISTORY     - 1963     MONUMENTED       TNHD
 GC0823  HISTORY     - 1984     GOOD             NGS
 GC0823
 GC0823                          STATION DESCRIPTION
 GC0823
 GC0823'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0823'4.2 MI N FROM BRENTWOOD.
 GC0823'FROM THE POST OFFICE IN BRENTWOOD GO 4.2 MILES NORTH ON U.S.
 GC0823'HIGHWAY 31 AT ELYSIAN FIELDS RD, AT THE MARK ON THE RIGHT.  THE
 GC0823'MARK IS LOCATED 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GC0823'2 FEET NORTHWEST OF A WITNESS SIGN, 2 FEET WEST OF A ROCK FENCE
 GC0823'AND 59 FEET NORTH OF THE CENTER LINE OF ELYSIAN FIELDS RD.  THE
 GC0823'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC0823'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0823
 GC0823                          STATION RECOVERY (1984)
 GC0823
 GC0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0823'RECOVERED IN GOOD CONDITION.
 GC0823'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 GC0823'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0824 ***********************************************************************
 GC0824  DESIGNATION -  6 B 37
 GC0824  PID         -  GC0824
 GC0824  STATE/COUNTY-  TN/DAVIDSON
 GC0824  USGS QUAD   -  OAK HILL (1968)
 GC0824
 GC0824                         *CURRENT SURVEY CONTROL
 GC0824  ___________________________________________________________________
 GC0824* NAD 83(1986)-  36 06 22.     (N)    086 46 24.     (W)     SCALED    
 GC0824* NAVD 88     -       158.116  (meters)     518.75   (feet)  ADJUSTED  
 GC0824  ___________________________________________________________________
 GC0824  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0824  DYNAMIC HT  -         157.980 (meters)     518.31  (feet)  COMP
 GC0824  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0824
 GC0824  VERT ORDER  -  FIRST     CLASS II
 GC0824
 GC0824.The horizontal coordinates were scaled from a topographic map and have
 GC0824.an estimated accuracy of +/- 6 seconds.
 GC0824
 GC0824.The orthometric height was determined by differential leveling
 GC0824.and adjusted by the National Geodetic Survey in June 1991..
 GC0824
 GC0824.The geoid height was determined by GEOID03.
 GC0824
 GC0824.The dynamic height is computed by dividing the NAVD 88
 GC0824.geopotential number by the normal gravity value computed on the
 GC0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0824.degrees latitude (g = 980.6199 gals.).
 GC0824
 GC0824.The modeled gravity was interpolated from observed gravity values.
 GC0824
 GC0824;                    North         East    Units  Estimated Accuracy
 GC0824;SPC TN       -   196,960.      530,370.      MT  (+/- 180 meters Scaled)
 GC0824
 GC0824                          SUPERSEDED SURVEY CONTROL
 GC0824
 GC0824  NGVD 29 (??/??/??)  158.16   (m)          518.9    (f) RESET       3  
 GC0824
 GC0824.Superseded values are not recommended for survey control.
 GC0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0824.See file dsdata.txt to determine how the superseded data were derived.
 GC0824
 GC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE204957(NAD 83)
 GC0824_MARKER: DD = SURVEY DISK
 GC0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0824_STAMPING: 6B-37 1963
 GC0824_MARK LOGO: TNHD  
 GC0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0824+STABILITY: SURFACE MOTION
 GC0824
 GC0824  HISTORY     - Date     Condition        Report By
 GC0824  HISTORY     - 1963     MONUMENTED       TNHD
 GC0824  HISTORY     - 1984     GOOD             NGS
 GC0824
 GC0824                          STATION DESCRIPTION
 GC0824
 GC0824'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0824'4.1 MI S FROM NASHVILLE.
 GC0824'FROM THE POST OFFICE IN NASHVILLE GO 4.1 MILES SOUTH ON U.S.
 GC0824'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 34 FEET
 GC0824'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A ROCK
 GC0824'FENCE, 144 FEET NROTH OF THE CENTERLINE OF CALDWELL LANE, 2 FEET
 GC0824'NORTH OF A WITNESS SIGN AND 6 FEET SOUTH OF A TELEPHONE POLE.
 GC0824'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC0824'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GC0824
 GC0824                          STATION RECOVERY (1984)
 GC0824
 GC0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0824'RECOVERED IN GOOD CONDITION.  NOTE, THE WITNESS POST IS GONE AND A NEW
 GC0824'ONE WAS NOT SET AT THE THE REQUEST OF THE PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0825 ***********************************************************************
 GC0825  DESIGNATION -  6 B 38
 GC0825  PID         -  GC0825
 GC0825  STATE/COUNTY-  TN/DAVIDSON
 GC0825  USGS QUAD   -  OAK HILL (1968)
 GC0825
 GC0825                         *CURRENT SURVEY CONTROL
 GC0825  ___________________________________________________________________
 GC0825* NAD 83(1986)-  36 07 18.     (N)    086 46 31.     (W)     SCALED    
 GC0825* NAVD 88     -       146.464  (meters)     480.52   (feet)  ADJUSTED  
 GC0825  ___________________________________________________________________
 GC0825  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0825  DYNAMIC HT  -         146.338 (meters)     480.11  (feet)  COMP
 GC0825  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0825
 GC0825  VERT ORDER  -  FIRST     CLASS II
 GC0825
 GC0825.The horizontal coordinates were scaled from a topographic map and have
 GC0825.an estimated accuracy of +/- 6 seconds.
 GC0825
 GC0825.The orthometric height was determined by differential leveling
 GC0825.and adjusted by the National Geodetic Survey in June 1991..
 GC0825
 GC0825.The geoid height was determined by GEOID03.
 GC0825
 GC0825.The dynamic height is computed by dividing the NAVD 88
 GC0825.geopotential number by the normal gravity value computed on the
 GC0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0825.degrees latitude (g = 980.6199 gals.).
 GC0825
 GC0825.The modeled gravity was interpolated from observed gravity values.
 GC0825
 GC0825;                    North         East    Units  Estimated Accuracy
 GC0825;SPC TN       -   198,690.      530,210.      MT  (+/- 180 meters Scaled)
 GC0825
 GC0825                          SUPERSEDED SURVEY CONTROL
 GC0825
 GC0825  NGVD 29 (??/??/??)  146.50   (m)          480.6    (f) RESET       3  
 GC0825
 GC0825.Superseded values are not recommended for survey control.
 GC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0825.See file dsdata.txt to determine how the superseded data were derived.
 GC0825
 GC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE202974(NAD 83)
 GC0825_MARKER: DD = SURVEY DISK
 GC0825_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC0825_STAMPING: 6B-38 1963
 GC0825_MARK LOGO: TNHD  
 GC0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0825+STABILITY: SURFACE MOTION
 GC0825
 GC0825  HISTORY     - Date     Condition        Report By
 GC0825  HISTORY     - 1963     MONUMENTED       TNHD
 GC0825  HISTORY     - 1984     GOOD             NGS
 GC0825
 GC0825                          STATION DESCRIPTION
 GC0825
 GC0825'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0825'2.9 MI S FROM NASHVILLE.
 GC0825'FROM THE POST OFFICE IN NASHVILLE GO 2.9 MILES SOUTH ON U.S.
 GC0825'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 34 FEET
 GC0825'EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A
 GC0825'FIRE PLUG, 5 INCHES NORTHWEST OF THE SOUTHEAST CORNER OF A CURB
 GC0825'AND 81 FEET WEST OF THE SOUTHWEST CORNER OF THE MELROSE BOWLING
 GC0825'ALLEY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0825'DISK STARDRILLED IN THE CURB.
 GC0825
 GC0825                          STATION RECOVERY (1984)
 GC0825
 GC0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0825'RECOVERED IN GOOD CONDITION.  NOTE, 12.2 METERS (40.0 FT) NORTH OF THE
 GC0825'EXTENDED CENTERLINE OF KIRKWOOD AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0826 ***********************************************************************
 GC0826  DESIGNATION -  6 B 39
 GC0826  PID         -  GC0826
 GC0826  STATE/COUNTY-  TN/DAVIDSON
 GC0826  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0826
 GC0826                         *CURRENT SURVEY CONTROL
 GC0826  ___________________________________________________________________
 GC0826* NAD 83(1986)-  36 08 02.     (N)    086 46 45.     (W)     SCALED    
 GC0826* NAVD 88     -       155.815  (meters)     511.20   (feet)  ADJUSTED  
 GC0826  ___________________________________________________________________
 GC0826  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0826  DYNAMIC HT  -         155.682 (meters)     510.77  (feet)  COMP
 GC0826  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GC0826
 GC0826  VERT ORDER  -  SECOND    CLASS 0
 GC0826
 GC0826.The horizontal coordinates were scaled from a topographic map and have
 GC0826.an estimated accuracy of +/- 6 seconds.
 GC0826
 GC0826.The orthometric height was determined by differential leveling
 GC0826.and adjusted by the National Geodetic Survey in June 1991..
 GC0826
 GC0826.The geoid height was determined by GEOID03.
 GC0826
 GC0826.The dynamic height is computed by dividing the NAVD 88
 GC0826.geopotential number by the normal gravity value computed on the
 GC0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0826.degrees latitude (g = 980.6199 gals.).
 GC0826
 GC0826.The modeled gravity was interpolated from observed gravity values.
 GC0826
 GC0826;                    North         East    Units  Estimated Accuracy
 GC0826;SPC TN       -   200,050.      529,870.      MT  (+/- 180 meters Scaled)
 GC0826
 GC0826                          SUPERSEDED SURVEY CONTROL
 GC0826
 GC0826  NGVD 29 (??/??/??)  155.86   (m)          511.4    (f) RESET       3  
 GC0826
 GC0826.Superseded values are not recommended for survey control.
 GC0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0826.See file dsdata.txt to determine how the superseded data were derived.
 GC0826
 GC0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE198988(NAD 83)
 GC0826_MARKER: DD = SURVEY DISK
 GC0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0826_SP_SET: SIDEWALK
 GC0826_STAMPING: 6B-39 1963
 GC0826_MARK LOGO: TNHD  
 GC0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0826
 GC0826  HISTORY     - Date     Condition        Report By
 GC0826  HISTORY     - 1963     MONUMENTED       TNHD
 GC0826  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0826
 GC0826                          STATION DESCRIPTION
 GC0826
 GC0826'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0826'2 MI S FROM NASHVILLE.
 GC0826'FROM THE POST OFFICE IN NASHVILLE GO 2.0 MILES SOUTH ON U.S.
 GC0826'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 26 FEET
 GC0826'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31 EAST OF A CURB, 5
 GC0826'FEET SOUTH OF A TELEPHONE POLE, 84 FEET NORTH OF ROYCROFT PLACE
 GC0826'STREET, AND 27 FEET WEST OF A ROCK WALL UNDER A R.R. HARRIS
 GC0826'COMPANY SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0826'DISK, CEMENTED IN A DRILLED HOLE IN THE SIDEWALK.
 GC0826
 GC0826                          STATION RECOVERY (1984)
 GC0826
 GC0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0826'NOT RECOVERED, APPEARS SIDEWALK HAS BEEN RECONSTRUCTED, MARK PROBABLY
 GC0826'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0754 ***********************************************************************
 FD0754  DESIGNATION -  6 B 4
 FD0754  PID         -  FD0754
 FD0754  STATE/COUNTY-  TN/MAURY
 FD0754  USGS QUAD   -  SANDY HOOK (1985)
 FD0754
 FD0754                         *CURRENT SURVEY CONTROL
 FD0754  ___________________________________________________________________
 FD0754* NAD 83(1986)-  35 29 57.     (N)    087 13 58.     (W)     SCALED    
 FD0754* NAVD 88     -       208.589  (meters)     684.35   (feet)  ADJUSTED  
 FD0754  ___________________________________________________________________
 FD0754  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0754  DYNAMIC HT  -         208.398 (meters)     683.72  (feet)  COMP
 FD0754  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD0754
 FD0754  VERT ORDER  -  FIRST     CLASS II
 FD0754
 FD0754.The horizontal coordinates were scaled from a topographic map and have
 FD0754.an estimated accuracy of +/- 6 seconds.
 FD0754
 FD0754.The orthometric height was determined by differential leveling
 FD0754.and adjusted by the National Geodetic Survey in June 1991..
 FD0754
 FD0754.The geoid height was determined by GEOID03.
 FD0754
 FD0754.The dynamic height is computed by dividing the NAVD 88
 FD0754.geopotential number by the normal gravity value computed on the
 FD0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0754.degrees latitude (g = 980.6199 gals.).
 FD0754
 FD0754.The modeled gravity was interpolated from observed gravity values.
 FD0754
 FD0754;                    North         East    Units  Estimated Accuracy
 FD0754;SPC TN       -   130,050.      488,160.      MT  (+/- 180 meters Scaled)
 FD0754
 FD0754                          SUPERSEDED SURVEY CONTROL
 FD0754
 FD0754.No superseded survey control is available for this station.
 FD0754
 FD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE788284(NAD 83)
 FD0754_MARKER: DD = SURVEY DISK
 FD0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0754_STAMPING: 6 B 4 1963
 FD0754_MARK LOGO: TNHD  
 FD0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0754+STABILITY: SURFACE MOTION
 FD0754
 FD0754  HISTORY     - Date     Condition        Report By
 FD0754  HISTORY     - 1963     MONUMENTED       TNHD
 FD0754  HISTORY     - 1983     GOOD             NGS
 FD0754
 FD0754                          STATION DESCRIPTION
 FD0754
 FD0754'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0754'3 MI S FROM MT PLEASANT.
 FD0754'FROM THE SQUARE IN MT. PLEASANT, GO SOUTH ON U.S. HIGHWAY 43
 FD0754'FOR 3.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 23 FEET
 FD0754'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 32 FEET SOUTH OF THE
 FD0754'CENTER OF A GATE, 20 FEET EAST OF A 10-INCH TWIN TRUNKED HACKBERRY
 FD0754'TREE, 22 FEET EAST OF A FENCE AND 0.1 MILE NORTH OF THE CENTERLINE
 FD0754'OF A DIRT ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0754'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE WEST HEADWALL,
 FD0754'6 INCHES FROM THE NORTH END OF A SMALL BRIDGE.
 FD0754
 FD0754                          STATION RECOVERY (1983)
 FD0754
 FD0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0827 ***********************************************************************
 GC0827  DESIGNATION -  6 B 40
 GC0827  PID         -  GC0827
 GC0827  STATE/COUNTY-  TN/DAVIDSON
 GC0827  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0827
 GC0827                         *CURRENT SURVEY CONTROL
 GC0827  ___________________________________________________________________
 GC0827* NAD 83(1986)-  36 08 54.     (N)    086 46 46.     (W)     SCALED    
 GC0827* NAVD 88     -       147.719  (meters)     484.64   (feet)  ADJUSTED  
 GC0827  ___________________________________________________________________
 GC0827  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0827  DYNAMIC HT  -         147.592 (meters)     484.22  (feet)  COMP
 GC0827  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC0827
 GC0827  VERT ORDER  -  SECOND    CLASS 0
 GC0827
 GC0827.The horizontal coordinates were scaled from a topographic map and have
 GC0827.an estimated accuracy of +/- 6 seconds.
 GC0827
 GC0827.The orthometric height was determined by differential leveling
 GC0827.and adjusted by the National Geodetic Survey in June 1991..
 GC0827
 GC0827.The geoid height was determined by GEOID03.
 GC0827
 GC0827.The dynamic height is computed by dividing the NAVD 88
 GC0827.geopotential number by the normal gravity value computed on the
 GC0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0827.degrees latitude (g = 980.6199 gals.).
 GC0827
 GC0827.The modeled gravity was interpolated from observed gravity values.
 GC0827
 GC0827;                    North         East    Units  Estimated Accuracy
 GC0827;SPC TN       -   201,650.      529,860.      MT  (+/- 180 meters Scaled)
 GC0827
 GC0827                          SUPERSEDED SURVEY CONTROL
 GC0827
 GC0827  NGVD 29 (??/??/??)  147.76   (m)          484.8    (f) RESET       3  
 GC0827
 GC0827.Superseded values are not recommended for survey control.
 GC0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0827.See file dsdata.txt to determine how the superseded data were derived.
 GC0827
 GC0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF198004(NAD 83)
 GC0827_MARKER: DD = SURVEY DISK
 GC0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0827_SP_SET: SIDEWALK
 GC0827_STAMPING: 6B-40 1963
 GC0827_MARK LOGO: TNHD  
 GC0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0827
 GC0827  HISTORY     - Date     Condition        Report By
 GC0827  HISTORY     - 1963     MONUMENTED       TNHD
 GC0827  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0827
 GC0827                          STATION DESCRIPTION
 GC0827
 GC0827'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0827'1 MI S FROM NASHVILLE.
 GC0827'FROM THE POST OFFICE IN NASHVILLE GO 1.0 MILES SOUTH ON U.S.
 GC0827'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 25 FEET
 GC0827'WEST OF THE CENTER LINE OF THE U.S. HIGHWAY 31, 215 FEET SOUTHEAST
 GC0827'CORNER OF GREENBERG MARKET, 117 FEET SOUTH OF STEVENS STREET AND
 GC0827'6 INCHES FROM THE CURB.  THE MARK IS A STANDARD TENNESSEE
 GC0827'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE SIDEWALK.
 GC0827
 GC0827                          STATION RECOVERY (1984)
 GC0827
 GC0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0827'NOT RECOVERED.  POSSIBLY DESTROYED WHEN FREEWAY OVERPASS WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0769 ***********************************************************************
 FD0769  DESIGNATION -  6 B 5
 FD0769  PID         -  FD0769
 FD0769  STATE/COUNTY-  TN/MAURY
 FD0769  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0769
 FD0769                         *CURRENT SURVEY CONTROL
 FD0769  ___________________________________________________________________
 FD0769* NAD 83(1986)-  35 34 13.     (N)    087 08 56.     (W)     SCALED    
 FD0769* NAVD 88     -       207.466  (meters)     680.66   (feet)  ADJUSTED  
 FD0769  ___________________________________________________________________
 FD0769  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0769  DYNAMIC HT  -         207.280 (meters)     680.05  (feet)  COMP
 FD0769  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 FD0769
 FD0769  VERT ORDER  -  FIRST     CLASS II
 FD0769
 FD0769.The horizontal coordinates were scaled from a topographic map and have
 FD0769.an estimated accuracy of +/- 6 seconds.
 FD0769
 FD0769.The orthometric height was determined by differential leveling
 FD0769.and adjusted by the National Geodetic Survey in June 1991..
 FD0769
 FD0769.The geoid height was determined by GEOID03.
 FD0769
 FD0769.The dynamic height is computed by dividing the NAVD 88
 FD0769.geopotential number by the normal gravity value computed on the
 FD0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0769.degrees latitude (g = 980.6199 gals.).
 FD0769
 FD0769.The modeled gravity was interpolated from observed gravity values.
 FD0769
 FD0769;                    North         East    Units  Estimated Accuracy
 FD0769;SPC TN       -   137,850.      495,860.      MT  (+/- 180 meters Scaled)
 FD0769
 FD0769                          SUPERSEDED SURVEY CONTROL
 FD0769
 FD0769  NGVD 29 (??/??/92)  207.447  (m)          680.60   (f) ADJ UNCH    1 2
 FD0769
 FD0769.Superseded values are not recommended for survey control.
 FD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0769.See file dsdata.txt to determine how the superseded data were derived.
 FD0769
 FD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE865362(NAD 83)
 FD0769_MARKER: DD = SURVEY DISK
 FD0769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0769_MARK LOGO: TNHD  
 FD0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0769+STABILITY: SURFACE MOTION
 FD0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0769+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0769
 FD0769  HISTORY     - Date     Condition        Report By
 FD0769  HISTORY     - UNK      MONUMENTED       TNHD
 FD0769  HISTORY     - 1963     GOOD             TNHD
 FD0769  HISTORY     - 1982     GOOD             LOCSUR
 FD0769  HISTORY     - 1983     GOOD             NGS
 FD0769  HISTORY     - 20020514 GOOD             TNDT
 FD0769
 FD0769                          STATION DESCRIPTION
 FD0769
 FD0769'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0769'4.3 MI N FROM MT PLEASANT.
 FD0769'FROM THE SQUARE IN MT. PLEASANT, GO 4.3 MILES NORTH ON U.S.
 FD0769'HIGHWAY 43 TO THE MARK ON THE RIGHT.  THE MARK IS 22 FEET SOUTHEAST
 FD0769'OF THE CENTERLINE OF U.S. HIGHWAY 43, 44 FEET SOUTHWEST OF UTILITY
 FD0769'POLE NO. 245 AND 45 FEET SOUTHEAST OF THE CENTER OF A GATE.  THE
 FD0769'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FD0769'IN A DRILLED HOLE IN THE EAST HEADWALL, 5 INCHES FROM THE
 FD0769'NORTHEAST END OF A ROUND CONCRETE CULVERT.
 FD0769
 FD0769                          STATION RECOVERY (1982)
 FD0769
 FD0769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0769'RECOVERED IN GOOD CONDITION.
 FD0769
 FD0769                          STATION RECOVERY (1983)
 FD0769
 FD0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0769'RECOVERED IN GOOD CONDITION.
 FD0769
 FD0769                          STATION RECOVERY (2002)
 FD0769
 FD0769'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0774 ***********************************************************************
 FD0774  DESIGNATION -  6 B 6
 FD0774  PID         -  FD0774
 FD0774  STATE/COUNTY-  TN/MAURY
 FD0774  USGS QUAD   -  COLUMBIA (1989)
 FD0774
 FD0774                         *CURRENT SURVEY CONTROL
 FD0774  ___________________________________________________________________
 FD0774* NAD 83(1986)-  35 34 45.     (N)    087 07 25.     (W)     SCALED    
 FD0774* NAVD 88     -       217.739  (meters)     714.37   (feet)  ADJUSTED  
 FD0774  ___________________________________________________________________
 FD0774  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0774  DYNAMIC HT  -         217.544 (meters)     713.73  (feet)  COMP
 FD0774  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FD0774
 FD0774  VERT ORDER  -  FIRST     CLASS II
 FD0774
 FD0774.The horizontal coordinates were scaled from a topographic map and have
 FD0774.an estimated accuracy of +/- 6 seconds.
 FD0774
 FD0774.The orthometric height was determined by differential leveling
 FD0774.and adjusted by the National Geodetic Survey in June 1991..
 FD0774
 FD0774.The geoid height was determined by GEOID03.
 FD0774
 FD0774.The dynamic height is computed by dividing the NAVD 88
 FD0774.geopotential number by the normal gravity value computed on the
 FD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0774.degrees latitude (g = 980.6199 gals.).
 FD0774
 FD0774.The modeled gravity was interpolated from observed gravity values.
 FD0774
 FD0774;                    North         East    Units  Estimated Accuracy
 FD0774;SPC TN       -   138,810.      498,160.      MT  (+/- 180 meters Scaled)
 FD0774
 FD0774                          SUPERSEDED SURVEY CONTROL
 FD0774
 FD0774  NGVD 29 (??/??/92)  217.728  (m)          714.33   (f) ADJ UNCH    1 2
 FD0774
 FD0774.Superseded values are not recommended for survey control.
 FD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0774.See file dsdata.txt to determine how the superseded data were derived.
 FD0774
 FD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE888372(NAD 83)
 FD0774_MARKER: DD = SURVEY DISK
 FD0774_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0774_STAMPING: 6 B-6 1963
 FD0774_MARK LOGO: TNHD  
 FD0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0774
 FD0774  HISTORY     - Date     Condition        Report By
 FD0774  HISTORY     - 1963     MONUMENTED       TNHD
 FD0774  HISTORY     - 1983     GOOD             NGS
 FD0774
 FD0774                          STATION DESCRIPTION
 FD0774
 FD0774'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0774'5.4 MI S FROM COLUMBIA.
 FD0774'FROM THE COURT HOUSE IN COLUMBIA, GO WEST FOR 0.6 MILES TO THE
 FD0774'JUNCTION OF U.S. HIGHWAY 43 AND STATE ROUTES 50 AND 99.  TURN
 FD0774'LEFT ON U.S. HIGHWAY 43 AND GO SOUTH FOR 5.4 MILES TO THE MARK ON
 FD0774'THE RIGHT.  THE MARK IS 28 FEET NORTH OF THE CENTERLINE OF U.S.
 FD0774'HIGHWAY 43, 15.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A
 FD0774'CONCRETE BLOCK STORE BUILDING AND 87 FEET WEST OF THE CENTERLINE
 FD0774'OF A DIRT ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0774'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN A RAISED PORTION
 FD0774'OF A 8 X 4 FOOT CONCRETE BLOCK.
 FD0774
 FD0774                          STATION RECOVERY (1983)
 FD0774
 FD0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0774'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.5 KM
 FD0774'(5.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF STATE
 FD0774'ROUTES 50 AND 99 IN COLUMBIA TO A DIRT ROAD LEADING SOUTH AND THE MARK
 FD0774'ON THE RIGHT, 8.78 METERS (28.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 FD0774'HIGHWAY, 6.25 METERS (20.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FD0774'CINDER BLOCK BUILDING, AND 4.72 METERS (15.5 FT) EAST OF THE SOUTHWEST
 FD0774'CORNER OF A CINDER BLOCK BUILDING.
 FD0774'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0775 ***********************************************************************
 FD0775  DESIGNATION -  6 B 7
 FD0775  PID         -  FD0775
 FD0775  STATE/COUNTY-  TN/MAURY
 FD0775  USGS QUAD   -  COLUMBIA (1989)
 FD0775
 FD0775                         *CURRENT SURVEY CONTROL
 FD0775  ___________________________________________________________________
 FD0775* NAD 83(1986)-  35 35 01.     (N)    087 06 24.     (W)     SCALED    
 FD0775* NAVD 88     -       202.466  (meters)     664.26   (feet)  ADJUSTED  
 FD0775  ___________________________________________________________________
 FD0775  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0775  DYNAMIC HT  -         202.286 (meters)     663.67  (feet)  COMP
 FD0775  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0775
 FD0775  VERT ORDER  -  FIRST     CLASS II
 FD0775
 FD0775.The horizontal coordinates were scaled from a topographic map and have
 FD0775.an estimated accuracy of +/- 6 seconds.
 FD0775
 FD0775.The orthometric height was determined by differential leveling
 FD0775.and adjusted by the National Geodetic Survey in June 1991..
 FD0775
 FD0775.The geoid height was determined by GEOID03.
 FD0775
 FD0775.The dynamic height is computed by dividing the NAVD 88
 FD0775.geopotential number by the normal gravity value computed on the
 FD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0775.degrees latitude (g = 980.6199 gals.).
 FD0775
 FD0775.The modeled gravity was interpolated from observed gravity values.
 FD0775
 FD0775;                    North         East    Units  Estimated Accuracy
 FD0775;SPC TN       -   139,280.      499,700.      MT  (+/- 180 meters Scaled)
 FD0775
 FD0775                          SUPERSEDED SURVEY CONTROL
 FD0775
 FD0775  NGVD 29 (??/??/92)  202.454  (m)          664.22   (f) ADJ UNCH    1 2
 FD0775
 FD0775.Superseded values are not recommended for survey control.
 FD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0775.See file dsdata.txt to determine how the superseded data were derived.
 FD0775
 FD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE903377(NAD 83)
 FD0775_MARKER: DD = SURVEY DISK
 FD0775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0775_STAMPING: 6 B-7 1963
 FD0775_MARK LOGO: TNHD  
 FD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0775+STABILITY: SURFACE MOTION
 FD0775
 FD0775  HISTORY     - Date     Condition        Report By
 FD0775  HISTORY     - 1963     MONUMENTED       TNHD
 FD0775  HISTORY     - 1983     GOOD             NGS
 FD0775
 FD0775                          STATION DESCRIPTION
 FD0775
 FD0775'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0775'4.4 MI SW FROM COLUMBIA.
 FD0775'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 43
 FD0775'FOR 4.4 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 28 FEET
 FD0775'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 16 FEET NORTH
 FD0775'OF UTILITY POLE NO. 165.  THE MARK IS A STANDARD TENNESSEE
 FD0775'HIGHWAY DEPARTMENT DISK LOCATED IN THE NORTHEAST HEADWALL OF AN
 FD0775'8 FOOT BOX CULVERT 5 INCHES FROM THE NORTH END.
 FD0775
 FD0775                          STATION RECOVERY (1983)
 FD0775
 FD0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0775'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.9 KM
 FD0775'(4.3 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF STATE
 FD0775'HIGHWAYS 50 AND 99 IN COLUMBIA TO THE MARK ON THE LEFT AND SET IN THE
 FD0775'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 8.53 METERS (28.0 FT)
 FD0775'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.88 METERS (16.0 FT)
 FD0775'NORTHEAST OF POWERLINE POLE NUMBER 165, AND 0.15 METERS (0.5 FT) SOUTH
 FD0775'OF THE NORTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0776 ***********************************************************************
 FD0776  DESIGNATION -  6 B 8
 FD0776  PID         -  FD0776
 FD0776  STATE/COUNTY-  TN/MAURY
 FD0776  USGS QUAD   -  COLUMBIA (1989)
 FD0776
 FD0776                         *CURRENT SURVEY CONTROL
 FD0776  ___________________________________________________________________
 FD0776* NAD 83(1986)-  35 35 33.     (N)    087 05 35.     (W)     SCALED    
 FD0776* NAVD 88     -       201.329  (meters)     660.53   (feet)  ADJUSTED  
 FD0776  ___________________________________________________________________
 FD0776  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0776  DYNAMIC HT  -         201.150 (meters)     659.94  (feet)  COMP
 FD0776  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FD0776
 FD0776  VERT ORDER  -  FIRST     CLASS II
 FD0776
 FD0776.The horizontal coordinates were scaled from a topographic map and have
 FD0776.an estimated accuracy of +/- 6 seconds.
 FD0776
 FD0776.The orthometric height was determined by differential leveling
 FD0776.and adjusted by the National Geodetic Survey in June 1991..
 FD0776
 FD0776.The geoid height was determined by GEOID03.
 FD0776
 FD0776.The dynamic height is computed by dividing the NAVD 88
 FD0776.geopotential number by the normal gravity value computed on the
 FD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0776.degrees latitude (g = 980.6199 gals.).
 FD0776
 FD0776.The modeled gravity was interpolated from observed gravity values.
 FD0776
 FD0776;                    North         East    Units  Estimated Accuracy
 FD0776;SPC TN       -   140,260.      500,950.      MT  (+/- 180 meters Scaled)
 FD0776
 FD0776                          SUPERSEDED SURVEY CONTROL
 FD0776
 FD0776  NGVD 29 (??/??/92)  201.315  (m)          660.48   (f) ADJ UNCH    1 2
 FD0776
 FD0776.Superseded values are not recommended for survey control.
 FD0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0776.See file dsdata.txt to determine how the superseded data were derived.
 FD0776
 FD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE915387(NAD 83)
 FD0776_MARKER: DD = SURVEY DISK
 FD0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0776_STAMPING: 6 B-8 1963
 FD0776_MARK LOGO: TNHD  
 FD0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0776+STABILITY: SURFACE MOTION
 FD0776
 FD0776  HISTORY     - Date     Condition        Report By
 FD0776  HISTORY     - 1963     MONUMENTED       TNHD
 FD0776  HISTORY     - 1983     GOOD             NGS
 FD0776
 FD0776                          STATION DESCRIPTION
 FD0776
 FD0776'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0776'3.4 MI S FROM COLUMBIA.
 FD0776'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH 3.4 MILES ON U.S.
 FD0776'HIGHWAY 43 TO THE MARK ON THE RIGHT.  THE MARK IS 21 FEET NORTHWEST
 FD0776'OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 20 FEET EAST OF POWER
 FD0776'POLE NO. 57.5.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0776'DEPARTMENT DISK LOCATED 6 INCHES FROM THE NORTH END OF A 4 FOOT
 FD0776'BOX CULVERT IN THE WEST HEADWALL.
 FD0776
 FD0776                          STATION RECOVERY (1983)
 FD0776
 FD0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0781 ***********************************************************************
 FD0781  DESIGNATION -  6 B 9
 FD0781  PID         -  FD0781
 FD0781  STATE/COUNTY-  TN/MAURY
 FD0781  USGS QUAD   -  COLUMBIA (1989)
 FD0781
 FD0781                         *CURRENT SURVEY CONTROL
 FD0781  ___________________________________________________________________
 FD0781* NAD 83(1986)-  35 35 51.     (N)    087 04 47.     (W)     SCALED    
 FD0781* NAVD 88     -       190.807  (meters)     626.01   (feet)  ADJUSTED  
 FD0781  ___________________________________________________________________
 FD0781  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0781  DYNAMIC HT  -         190.638 (meters)     625.45  (feet)  COMP
 FD0781  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0781
 FD0781  VERT ORDER  -  FIRST     CLASS II
 FD0781
 FD0781.The horizontal coordinates were scaled from a topographic map and have
 FD0781.an estimated accuracy of +/- 6 seconds.
 FD0781
 FD0781.The orthometric height was determined by differential leveling
 FD0781.and adjusted by the National Geodetic Survey in June 1991..
 FD0781
 FD0781.The geoid height was determined by GEOID03.
 FD0781
 FD0781.The dynamic height is computed by dividing the NAVD 88
 FD0781.geopotential number by the normal gravity value computed on the
 FD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0781.degrees latitude (g = 980.6199 gals.).
 FD0781
 FD0781.The modeled gravity was interpolated from observed gravity values.
 FD0781
 FD0781;                    North         East    Units  Estimated Accuracy
 FD0781;SPC TN       -   140,800.      502,160.      MT  (+/- 180 meters Scaled)
 FD0781
 FD0781                          SUPERSEDED SURVEY CONTROL
 FD0781
 FD0781  NGVD 29 (??/??/92)  190.788  (m)          625.94   (f) ADJ UNCH    1 2
 FD0781
 FD0781.Superseded values are not recommended for survey control.
 FD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0781.See file dsdata.txt to determine how the superseded data were derived.
 FD0781
 FD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE927393(NAD 83)
 FD0781_MARKER: DD = SURVEY DISK
 FD0781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0781_STAMPING: 6 B 9 1963
 FD0781_MARK LOGO: TNHD  
 FD0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0781+STABILITY: SURFACE MOTION
 FD0781
 FD0781  HISTORY     - Date     Condition        Report By
 FD0781  HISTORY     - 1963     MONUMENTED       TNHD
 FD0781  HISTORY     - 1983     GOOD             NGS
 FD0781
 FD0781                          STATION DESCRIPTION
 FD0781
 FD0781'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0781'3 MI S FROM COLUMBIA.
 FD0781'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 43
 FD0781'FOR 2.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 24 FEET
 FD0781'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 43, 16 FEET EAST OF A
 FD0781'POWER POLE, 15 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND
 FD0781'11 FEET WEST OF A FENCE CORNER.  THE MARK IS A STANDARD
 FD0781'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 FD0781'IN THE CENTER OF THE HEADWALL OF A TWIN PIPE CULVERT UNDER THE
 FD0781'DRIVEWAY.
 FD0781
 FD0781                          STATION RECOVERY (1983)
 FD0781
 FD0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0781'RECOVERED IN GOOD CONDITION.  NOTE, MARK IS 4.1 KM (2.55 MI) SOUTHWEST
 FD0781'ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 99,
 FD0781'AND 39.71 METERS (130.3 FT) EAST OF THE APPROXIMATE CENTER OF WALNUT
 FD0781'LANE.
 FD0781'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0235 ***********************************************************************
 GC0235  DESIGNATION -  60 J
 GC0235  PID         -  GC0235
 GC0235  STATE/COUNTY-  TN/DE KALB
 GC0235  USGS QUAD   -  ALEXANDRIA (1983)
 GC0235
 GC0235                         *CURRENT SURVEY CONTROL
 GC0235  ___________________________________________________________________
 GC0235* NAD 83(1986)-  36 04 20.     (N)    086 01 57.     (W)     SCALED    
 GC0235* NAVD 88     -       215.992  (meters)     708.63   (feet)  ADJUSTED  
 GC0235  ___________________________________________________________________
 GC0235  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0235  DYNAMIC HT  -         215.804 (meters)     708.02  (feet)  COMP
 GC0235  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GC0235
 GC0235  VERT ORDER  -  SECOND    CLASS 0
 GC0235
 GC0235.The horizontal coordinates were scaled from a topographic map and have
 GC0235.an estimated accuracy of +/- 6 seconds.
 GC0235
 GC0235.The orthometric height was determined by differential leveling
 GC0235.and adjusted by the National Geodetic Survey in June 1991..
 GC0235
 GC0235.The geoid height was determined by GEOID03.
 GC0235
 GC0235.The dynamic height is computed by dividing the NAVD 88
 GC0235.geopotential number by the normal gravity value computed on the
 GC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0235.degrees latitude (g = 980.6199 gals.).
 GC0235
 GC0235.The modeled gravity was interpolated from observed gravity values.
 GC0235
 GC0235;                    North         East    Units  Estimated Accuracy
 GC0235;SPC TN       -   192,930.      597,070.      MT  (+/- 180 meters Scaled)
 GC0235
 GC0235                          SUPERSEDED SURVEY CONTROL
 GC0235
 GC0235  NGVD 29 (??/??/92)  216.042  (m)          708.80   (f) ADJ UNCH    2 0
 GC0235
 GC0235.Superseded values are not recommended for survey control.
 GC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0235.See file dsdata.txt to determine how the superseded data were derived.
 GC0235
 GC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE871923(NAD 83)
 GC0235_MARKER: DD = SURVEY DISK
 GC0235_SETTING: 66 = SET IN ROCK OUTCROP
 GC0235_SP_SET: ROCK OUTCROP
 GC0235_STAMPING: 60 J
 GC0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0235+STABILITY: POSITION/ELEVATION WELL
 GC0235
 GC0235  HISTORY     - Date     Condition        Report By
 GC0235  HISTORY     - UNK      MONUMENTED       USGS
 GC0235  HISTORY     - 1935     GOOD             NGS
 GC0235
 GC0235                          STATION DESCRIPTION
 GC0235
 GC0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0235'0.4 MI SE FROM ALEXANDRIA.
 GC0235'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 GC0235'AT ALEXANDRIA, DE KALB COUNTY, 59 FEET SOUTH OF THE SOUTH CORNER
 GC0235'OF THE MISSIONARY BAPTIST CHURCH, 20 FEET NORTHWEST OF THE
 GC0235'CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF AN 8-INCH CEDAR
 GC0235'TREE, IN THE TOP OF A LARGE FLAT OUTCROP, AND LEVEL WITH THE
 GC0235'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GC0235'STAMPED 60 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0702 ***********************************************************************
 FD0702  DESIGNATION -  600
 FD0702  PID         -  FD0702
 FD0702  STATE/COUNTY-  TN/MAURY
 FD0702  USGS QUAD   -  GODWIN (1988)
 FD0702
 FD0702                         *CURRENT SURVEY CONTROL
 FD0702  ___________________________________________________________________
 FD0702* NAD 83(1986)-  35 40 40.     (N)    087 00 44.     (W)     SCALED    
 FD0702* NAVD 88     -       181.884  (meters)     596.73   (feet)  ADJUSTED  
 FD0702  ___________________________________________________________________
 FD0702  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD0702  DYNAMIC HT  -         181.724 (meters)     596.21  (feet)  COMP
 FD0702  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 FD0702
 FD0702  VERT ORDER  -  FIRST     CLASS II
 FD0702
 FD0702.The horizontal coordinates were scaled from a topographic map and have
 FD0702.an estimated accuracy of +/- 6 seconds.
 FD0702
 FD0702.The orthometric height was determined by differential leveling
 FD0702.and adjusted by the National Geodetic Survey in June 1991..
 FD0702
 FD0702.The geoid height was determined by GEOID03.
 FD0702
 FD0702.The dynamic height is computed by dividing the NAVD 88
 FD0702.geopotential number by the normal gravity value computed on the
 FD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0702.degrees latitude (g = 980.6199 gals.).
 FD0702
 FD0702.The modeled gravity was interpolated from observed gravity values.
 FD0702
 FD0702;                    North         East    Units  Estimated Accuracy
 FD0702;SPC TN       -   149,640.      508,370.      MT  (+/- 180 meters Scaled)
 FD0702
 FD0702                          SUPERSEDED SURVEY CONTROL
 FD0702
 FD0702  NGVD 29 (??/??/92)  181.864  (m)          596.67   (f) ADJ UNCH    1 2
 FD0702
 FD0702.Superseded values are not recommended for survey control.
 FD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0702.See file dsdata.txt to determine how the superseded data were derived.
 FD0702
 FD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE988482(NAD 83)
 FD0702_MARKER: DD = SURVEY DISK
 FD0702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0702_STAMPING: 600 NASHVILLE 1899
 FD0702_MARK LOGO: USGS  
 FD0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0702
 FD0702  HISTORY     - Date     Condition        Report By
 FD0702  HISTORY     - 1899     MONUMENTED       USGS
 FD0702  HISTORY     - 1953     GOOD             TVA
 FD0702  HISTORY     - 1984     POOR             NGS
 FD0702
 FD0702                          STATION DESCRIPTION
 FD0702
 FD0702'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1953
 FD0702'AT DARKS MILL.
 FD0702'AT DARKS MILL, 750 FEET SOUTH OF THE LOUISVILLE AND NASHVILLE
 FD0702'RAILROAD STATION, IN THE NORTH ABUTMENT OF BRIDGE NO. 12 OVER
 FD0702'RUTHERFORD CREEK, AT THE EAST END OF THE BRIDGE SEAT, AND 8
 FD0702'INCHES FROM EACH EDGE.  A UNITED STATES GEOLOGICAL SURVEY
 FD0702'STANDARD DISK, STAMPED 600 NASHVILLE 1899.
 FD0702
 FD0702                          STATION RECOVERY (1984)
 FD0702
 FD0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0702'RECOVERED IN POOR CONDITION.  THE DISK HAS BEEN BATTERED UNTIL THE
 FD0702'STAMPING ON THE DISK IS UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1157 ***********************************************************************
 FB1157  DESIGNATION -  605
 FB1157  PID         -  FB1157
 FB1157  STATE/COUNTY-  TN/COCKE
 FB1157  USGS QUAD   -  NEWPORT (1992)
 FB1157
 FB1157                         *CURRENT SURVEY CONTROL
 FB1157  ___________________________________________________________________
 FB1157* NAD 83(1986)-  35 58 23.     (N)    083 14 21.     (W)     SCALED    
 FB1157* NAVD 88     -       353.801  (meters)    1160.76   (feet)  ADJUSTED  
 FB1157  ___________________________________________________________________
 FB1157  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1157  DYNAMIC HT  -         353.468 (meters)    1159.67  (feet)  COMP
 FB1157  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FB1157
 FB1157  VERT ORDER  -  SECOND    CLASS 0
 FB1157
 FB1157.The horizontal coordinates were scaled from a topographic map and have
 FB1157.an estimated accuracy of +/- 6 seconds.
 FB1157
 FB1157.The orthometric height was determined by differential leveling
 FB1157.and adjusted by the National Geodetic Survey in June 1991..
 FB1157
 FB1157.The geoid height was determined by GEOID03.
 FB1157
 FB1157.The dynamic height is computed by dividing the NAVD 88
 FB1157.geopotential number by the normal gravity value computed on the
 FB1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1157.degrees latitude (g = 980.6199 gals.).
 FB1157
 FB1157.The modeled gravity was interpolated from observed gravity values.
 FB1157
 FB1157;                    North         East    Units  Estimated Accuracy
 FB1157;SPC TN       -   185,440.      848,970.      MT  (+/- 180 meters Scaled)
 FB1157
 FB1157                          SUPERSEDED SURVEY CONTROL
 FB1157
 FB1157  NGVD 29 (??/??/92)  353.964  (m)         1161.30   (f) ADJ UNCH    2 0
 FB1157
 FB1157.Superseded values are not recommended for survey control.
 FB1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1157.See file dsdata.txt to determine how the superseded data were derived.
 FB1157
 FB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV981832(NAD 83)
 FB1157_MARKER: DD = SURVEY DISK
 FB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1157_STAMPING: 605
 FB1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1157+STABILITY: SURFACE MOTION
 FB1157
 FB1157  HISTORY     - Date     Condition        Report By
 FB1157  HISTORY     - UNK      MONUMENTED       TNGS
 FB1157  HISTORY     - 1961     POOR             NGS
 FB1157
 FB1157                          STATION DESCRIPTION
 FB1157
 FB1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1157'3.5 MI W FROM NEWPORT.
 FB1157'3.5 MILES WEST ALONG U.S. HIGHWAY 70 FROM NEWPORT, COCKE COUNTY,
 FB1157'250 FEET EAST OF A SINCLAIR SERVICE STATION, 85 FEET NORTHWEST
 FB1157'OF CENTERLINE OF ROAD TO CHURCH, 140 FEET SOUTH-SOUTHEAST OF
 FB1157'SOUTHWEST CORNER OF NEW BLOCK CHURCH, 92 FEET WEST-SOUTHWEST
 FB1157'OF A POWERLINE POLE AND 21 FEET NORTH OF THE CENTERLINE OF THE
 FB1157'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 605 AND SET IN
 FB1157'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2594 ***********************************************************************
 AJ2594  DESIGNATION -  61
 AJ2594  PID         -  AJ2594
 AJ2594  STATE/COUNTY-  TN/SHELBY
 AJ2594  USGS QUAD   -  ELLENDALE (1993)
 AJ2594
 AJ2594                         *CURRENT SURVEY CONTROL
 AJ2594  ___________________________________________________________________
 AJ2594* NAD 83(1995)-  35 13 57.55855(N)    089 51 54.03622(W)     ADJUSTED  
 AJ2594* NAVD 88     -        99.82   (meters)     327.5    (feet)  LEVELING  
 AJ2594  ___________________________________________________________________
 AJ2594  X           -      12,288.131 (meters)                     COMP
 AJ2594  Y           -  -5,215,623.874 (meters)                     COMP
 AJ2594  Z           -   3,659,022.061 (meters)                     COMP
 AJ2594  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AJ2594  ELLIP HEIGHT-          72.48  (meters)          (04/26/01) GPS OBS
 AJ2594  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2594
 AJ2594  HORZ ORDER  -  FIRST
 AJ2594  VERT ORDER  -  THIRD ?
 AJ2594  ELLP ORDER  -  FOURTH    CLASS I
 AJ2594
 AJ2594.The horizontal coordinates were established by GPS observations
 AJ2594.and adjusted by the National Geodetic Survey in April 2001..
 AJ2594
 AJ2594.The orthometric height was determined by differential leveling.
 AJ2594.The vertical network tie was performed by a horz. field party for horz.
 AJ2594.obs reductions. Reset procedures were used to establish the elevation.
 AJ2594
 AJ2594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2594
 AJ2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2594
 AJ2594.The ellipsoidal height was determined by GPS observations
 AJ2594.and is referenced to NAD 83.
 AJ2594
 AJ2594.The geoid height was determined by GEOID03.
 AJ2594
 AJ2594;                    North         East     Units Scale Factor Converg.
 AJ2594;SPC TN       -   106,726.551   248,262.243   MT  1.00000311   -2 15 45.8
 AJ2594;SPC TN       -   350,152.03    814,507.04   sFT  1.00000311   -2 15 45.8
 AJ2594;UTM  16      - 3,902,606.654   239,268.608   MT  1.00043788   -1 39 13.5
 AJ2594
 AJ2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2594!SPC TN       -   0.99998862  x   1.00000311  =   0.99999173
 AJ2594!UTM  16      -   0.99998862  x   1.00043788  =   1.00042650
 AJ2594
 AJ2594                          SUPERSEDED SURVEY CONTROL
 AJ2594
 AJ2594.No superseded survey control is available for this station.
 AJ2594
 AJ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3926902607(NAD 83)
 AJ2594_MARKER: I = METAL ROD
 AJ2594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2594+WITH SETTING: INFORMATION.
 AJ2594_STAMPING: 061
 AJ2594_MARK LOGO: NGS   
 AJ2594_PROJECTION: FLUSH
 AJ2594_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2594+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ2594_ROD/PIPE-DEPTH:  0.8 meters
 AJ2594
 AJ2594  HISTORY     - Date     Condition        Report By
 AJ2594  HISTORY     - 1987     MONUMENTED       NGS
 AJ2594  HISTORY     - 20030610 GOOD             TN1620
 AJ2594
 AJ2594                          STATION DESCRIPTION
 AJ2594
 AJ2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AJ2594'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY IN
 AJ2594'BARTLETT TENNESSEE.
 AJ2594'TO REACH THE STATION FROM THE INTERSECTION OF ST.  ELMO ROAD AND BILLY
 AJ2594'MAHER ROAD PROCEED NORTH ON BILLY MAHER ROAD APPROXIMATELY 0.10 MILES
 AJ2594'(0.16 KM) TO PECAN TRACE DRIVE.  THE STATION IS LOCATED ON THE RIGHT.
 AJ2594'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2594'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2594'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 93.80 FEET (28.59 M)
 AJ2594'SOUTH OF A WOOD POWER POLE NO.  57239, 30.00 FEET (9.14 M) SOUTH OF
 AJ2594'THE CENTERLINE PROJECTION OF PECAN TRACE DRIVE, 19.00 FEET (5.79 M)
 AJ2594'EAST OF THE CENTERLINE OF BILLY MAHER ROAD.  THE CAP AND CONCRETE ARE
 AJ2594'SET FLUSH WITH THE GROUND.
 AJ2594
 AJ2594                          STATION RECOVERY (2003)
 AJ2594
 AJ2594'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0729 ***********************************************************************
 GB0729  DESIGNATION -  61 1
 GB0729  PID         -  GB0729
 GB0729  STATE/COUNTY-  TN/ANDERSON
 GB0729  USGS QUAD   -  CLINTON (1990)
 GB0729
 GB0729                         *CURRENT SURVEY CONTROL
 GB0729  ___________________________________________________________________
 GB0729* NAD 83(1986)-  36 05 15.     (N)    084 09 29.     (W)     SCALED    
 GB0729* NAVD 88     -       246.872  (meters)     809.95   (feet)  ADJUSTED  
 GB0729  ___________________________________________________________________
 GB0729  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0729  DYNAMIC HT  -         246.647 (meters)     809.21  (feet)  COMP
 GB0729  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GB0729
 GB0729  VERT ORDER  -  SECOND    CLASS 0
 GB0729
 GB0729.The horizontal coordinates were scaled from a topographic map and have
 GB0729.an estimated accuracy of +/- 6 seconds.
 GB0729
 GB0729.The orthometric height was determined by differential leveling
 GB0729.and adjusted by the National Geodetic Survey in June 1991..
 GB0729
 GB0729.The geoid height was determined by GEOID03.
 GB0729
 GB0729.The dynamic height is computed by dividing the NAVD 88
 GB0729.geopotential number by the normal gravity value computed on the
 GB0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0729.degrees latitude (g = 980.6199 gals.).
 GB0729
 GB0729.The modeled gravity was interpolated from observed gravity values.
 GB0729
 GB0729;                    North         East    Units  Estimated Accuracy
 GB0729;SPC TN       -   196,190.      765,880.      MT  (+/- 180 meters Scaled)
 GB0729
 GB0729                          SUPERSEDED SURVEY CONTROL
 GB0729
 GB0729  NGVD 29 (??/??/92)  247.004  (m)          810.38   (f) ADJ UNCH    2 0
 GB0729
 GB0729.Superseded values are not recommended for survey control.
 GB0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0729.See file dsdata.txt to determine how the superseded data were derived.
 GB0729
 GB0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE558973(NAD 83)
 GB0729_MARKER: DD = SURVEY DISK
 GB0729_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0729_SP_SET: UNSPECIFIED ROCK
 GB0729_STAMPING: 61-1 1965
 GB0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0729
 GB0729  HISTORY     - Date     Condition        Report By
 GB0729  HISTORY     - 1965     MONUMENTED       TNHD
 GB0729
 GB0729                          STATION DESCRIPTION
 GB0729
 GB0729'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0729'1.8 MI W FROM CLINTON.
 GB0729'FROM THE COURT HOUSE IN CLINTON, GO 1.8 MILES WESTERLY ON STATE
 GB0729'ROUTE 61 TO THE MARK ON THE RIGHT, 42 FEET NORTH OF THE
 GB0729'APPROXIMATE CENTER OF STATE ROUTE 61 AND 22 FEET NORTHEAST OF
 GB0729'THE APPROXIMATE CENTER OF A SMALL GRAVELED ROAD LEADING NORTH.
 GB0729'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0729'IN A DRILLED HOLE IN A LARGE ROCK APPROXIMATELY 4 FEET ABOVE
 GB0729'STATE ROUTE 61.  THE DISK IS STAMPED 61-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0772 ***********************************************************************
 GB0772  DESIGNATION -  61 1
 GB0772  PID         -  GB0772
 GB0772  STATE/COUNTY-  TN/ANDERSON
 GB0772  USGS QUAD   -  POWELL (1976)
 GB0772
 GB0772                         *CURRENT SURVEY CONTROL
 GB0772  ___________________________________________________________________
 GB0772* NAD 83(1986)-  36 07 26.     (N)    084 06 50.     (W)     SCALED    
 GB0772* NAVD 88     -       257.614  (meters)     845.19   (feet)  ADJUSTED  
 GB0772  ___________________________________________________________________
 GB0772  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0772  DYNAMIC HT  -         257.380 (meters)     844.42  (feet)  COMP
 GB0772  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GB0772
 GB0772  VERT ORDER  -  SECOND    CLASS 0
 GB0772
 GB0772.The horizontal coordinates were scaled from a topographic map and have
 GB0772.an estimated accuracy of +/- 6 seconds.
 GB0772
 GB0772.The orthometric height was determined by differential leveling
 GB0772.and adjusted by the National Geodetic Survey in June 1991..
 GB0772
 GB0772.The geoid height was determined by GEOID03.
 GB0772
 GB0772.The dynamic height is computed by dividing the NAVD 88
 GB0772.geopotential number by the normal gravity value computed on the
 GB0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0772.degrees latitude (g = 980.6199 gals.).
 GB0772
 GB0772.The modeled gravity was interpolated from observed gravity values.
 GB0772
 GB0772;                    North         East    Units  Estimated Accuracy
 GB0772;SPC TN       -   200,300.      769,780.      MT  (+/- 180 meters Scaled)
 GB0772
 GB0772                          SUPERSEDED SURVEY CONTROL
 GB0772
 GB0772  NGVD 29 (??/??/92)  257.750  (m)          845.63   (f) ADJ UNCH    2 0
 GB0772
 GB0772.Superseded values are not recommended for survey control.
 GB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0772.See file dsdata.txt to determine how the superseded data were derived.
 GB0772
 GB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF597015(NAD 83)
 GB0772_MARKER: DD = SURVEY DISK
 GB0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0772_SP_SET: ABUTMENT
 GB0772_STAMPING: 61-1 1964
 GB0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0772
 GB0772  HISTORY     - Date     Condition        Report By
 GB0772  HISTORY     - 1964     MONUMENTED       TNHD
 GB0772
 GB0772                          STATION DESCRIPTION
 GB0772
 GB0772'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0772'1.9 MI N FROM CLINTON.
 GB0772'FROM THE COURT HOUSE AT CLINTON, GO NORTH ON U.S. HIGHWAY 25W
 GB0772'FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY
 GB0772'25W, TURN RIGHT ON STATE ROUTE 61 AND GO 1.7 MILES TO THE
 GB0772'MARK ON THE RIGHT.  THE MARK IS 17 FEET SOUTHWEST OF THE
 GB0772'APPROXIMATE CENTER OF STATE ROUTE 61.  THE MARK IS CEMENTED
 GB0772'FLUSH IN A DRILLED HOLE IN THE TOP OF THE NORTH END OF THE
 GB0772'NORTHEAST ABUTMENT OF A BRIDGE OVER THE CLINCH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0748 ***********************************************************************
 GB0748  DESIGNATION -  61 10
 GB0748  PID         -  GB0748
 GB0748  STATE/COUNTY-  TN/ROANE
 GB0748  USGS QUAD   -  WINDROCK (1975)
 GB0748
 GB0748                         *CURRENT SURVEY CONTROL
 GB0748  ___________________________________________________________________
 GB0748* NAD 83(1986)-  36 02 17.     (N)    084 21 39.     (W)     SCALED    
 GB0748* NAVD 88     -       267.873  (meters)     878.85   (feet)  ADJUSTED  
 GB0748  ___________________________________________________________________
 GB0748  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB0748  DYNAMIC HT  -         267.631 (meters)     878.05  (feet)  COMP
 GB0748  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GB0748
 GB0748  VERT ORDER  -  SECOND    CLASS 0
 GB0748
 GB0748.The horizontal coordinates were scaled from a topographic map and have
 GB0748.an estimated accuracy of +/- 6 seconds.
 GB0748
 GB0748.The orthometric height was determined by differential leveling
 GB0748.and adjusted by the National Geodetic Survey in June 1991..
 GB0748
 GB0748.The geoid height was determined by GEOID03.
 GB0748
 GB0748.The dynamic height is computed by dividing the NAVD 88
 GB0748.geopotential number by the normal gravity value computed on the
 GB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0748.degrees latitude (g = 980.6199 gals.).
 GB0748
 GB0748.The modeled gravity was interpolated from observed gravity values.
 GB0748
 GB0748;                    North         East    Units  Estimated Accuracy
 GB0748;SPC TN       -   190,380.      747,710.      MT  (+/- 180 meters Scaled)
 GB0748
 GB0748                          SUPERSEDED SURVEY CONTROL
 GB0748
 GB0748  NGVD 29 (??/??/92)  267.996  (m)          879.25   (f) ADJ UNCH    2 0
 GB0748
 GB0748.Superseded values are not recommended for survey control.
 GB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0748.See file dsdata.txt to determine how the superseded data were derived.
 GB0748
 GB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE377913(NAD 83)
 GB0748_MARKER: DD = SURVEY DISK
 GB0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0748_SP_SET: CONCRETE SQUARE
 GB0748_STAMPING: 61-10 1965
 GB0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0748
 GB0748  HISTORY     - Date     Condition        Report By
 GB0748  HISTORY     - 1965     MONUMENTED       TNHD
 GB0748  HISTORY     - 1967     GOOD             NGS
 GB0748
 GB0748                          STATION DESCRIPTION
 GB0748
 GB0748'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0748'1.5 MI W FROM OLIVER SPRINGS.
 GB0748'FROM THE POST OFFICE IN OLIVER SPRINGS GO 1.5 MILES WESTERLY ON
 GB0748'STATE ROUTE 61 TO KELLY COMMUNITY MARKET AND THE MARK ON THE
 GB0748'RIGHT, 28 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0748'ROUTE 61 AND 3 FEET NORTHEAST OF UTILITY POLE NO. 202.  THE
 GB0748'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0748'SOUTH CORNER OF AN APPROXIMATE 3 FOOT CONCRETE SQUARE.
 GB0748
 GB0748                          STATION RECOVERY (1967)
 GB0748
 GB0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0754 ***********************************************************************
 GB0754  DESIGNATION -  61 11
 GB0754  PID         -  GB0754
 GB0754  STATE/COUNTY-  TN/ROANE
 GB0754  USGS QUAD   -  PETROS (1979)
 GB0754
 GB0754                         *CURRENT SURVEY CONTROL
 GB0754  ___________________________________________________________________
 GB0754* NAD 83(1986)-  36 00 43.     (N)    084 23 05.     (W)     SCALED    
 GB0754* NAVD 88     -       252.194  (meters)     827.41   (feet)  ADJUSTED  
 GB0754  ___________________________________________________________________
 GB0754  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0754  DYNAMIC HT  -         251.964 (meters)     826.65  (feet)  COMP
 GB0754  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 GB0754
 GB0754  VERT ORDER  -  SECOND    CLASS 0
 GB0754
 GB0754.The horizontal coordinates were scaled from a topographic map and have
 GB0754.an estimated accuracy of +/- 6 seconds.
 GB0754
 GB0754.The orthometric height was determined by differential leveling
 GB0754.and adjusted by the National Geodetic Survey in June 1991..
 GB0754
 GB0754.The geoid height was determined by GEOID03.
 GB0754
 GB0754.The dynamic height is computed by dividing the NAVD 88
 GB0754.geopotential number by the normal gravity value computed on the
 GB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0754.degrees latitude (g = 980.6199 gals.).
 GB0754
 GB0754.The modeled gravity was interpolated from observed gravity values.
 GB0754
 GB0754;                    North         East    Units  Estimated Accuracy
 GB0754;SPC TN       -   187,440.      745,600.      MT  (+/- 180 meters Scaled)
 GB0754
 GB0754                          SUPERSEDED SURVEY CONTROL
 GB0754
 GB0754  NGVD 29 (??/??/92)  252.318  (m)          827.81   (f) ADJ UNCH    2 0
 GB0754
 GB0754.Superseded values are not recommended for survey control.
 GB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0754.See file dsdata.txt to determine how the superseded data were derived.
 GB0754
 GB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE356884(NAD 83)
 GB0754_MARKER: DD = SURVEY DISK
 GB0754_SETTING: 0 = UNSPECIFIED SETTING
 GB0754_STAMPING: 61-11 1965
 GB0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0754
 GB0754  HISTORY     - Date     Condition        Report By
 GB0754  HISTORY     - 1965     MONUMENTED       TNHD
 GB0754  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0754
 GB0754                          STATION DESCRIPTION
 GB0754
 GB0754'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0754'3.7 MI W FROM OLIVER SPRINGS.
 GB0754'FROM THE POST OFFICE IN OLIVER SPRINGS GO 3.7 MILES WESTERLY ON
 GB0754'STATE ROUTE 61 TO A BRIDGE OVER A SMALL BRANCH AND THE MARK ON
 GB0754'THE RIGHT, 18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0754'ROUTE 61, 33 FEET NORTHEAST OF UTILITY POLE NO. 268, IN CENTER OF
 GB0754'DOUBLE DRIVEWAY LEADING NORTHERLY AND 11 FEET NORTH EAST OF THE
 GB0754'SOUTHWEST END OF THE NORTH HEADWALL.  IT IS A STANDARD TENNESSEE
 GB0754'HIGHWAY DEPARTMENT DISK SET VERTICALLY IN A DRILLED HOLE 1 FOOT
 GB0754'BELOW THE SURFACE OF STATE ROUTE 61.  THE DISK IS STAMPED 61-11
 GB0754'1965.
 GB0754
 GB0754                          STATION RECOVERY (1967)
 GB0754
 GB0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0312 ***********************************************************************
 FC0312  DESIGNATION -  61 12
 FC0312  PID         -  FC0312
 FC0312  STATE/COUNTY-  TN/ROANE
 FC0312  USGS QUAD   -  ELVERTON (1990)
 FC0312
 FC0312                         *CURRENT SURVEY CONTROL
 FC0312  ___________________________________________________________________
 FC0312* NAD 83(1986)-  35 58 58.     (N)    084 26 09.     (W)     SCALED    
 FC0312* NAVD 88     -       259.943  (meters)     852.83   (feet)  ADJUSTED  
 FC0312  ___________________________________________________________________
 FC0312  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0312  DYNAMIC HT  -         259.707 (meters)     852.06  (feet)  COMP
 FC0312  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0312
 FC0312  VERT ORDER  -  SECOND    CLASS 0
 FC0312
 FC0312.The horizontal coordinates were scaled from a topographic map and have
 FC0312.an estimated accuracy of +/- 6 seconds.
 FC0312
 FC0312.The orthometric height was determined by differential leveling
 FC0312.and adjusted by the National Geodetic Survey in June 1991..
 FC0312
 FC0312.The geoid height was determined by GEOID03.
 FC0312
 FC0312.The dynamic height is computed by dividing the NAVD 88
 FC0312.geopotential number by the normal gravity value computed on the
 FC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0312.degrees latitude (g = 980.6199 gals.).
 FC0312
 FC0312.The modeled gravity was interpolated from observed gravity values.
 FC0312
 FC0312;                    North         East    Units  Estimated Accuracy
 FC0312;SPC TN       -   184,130.      741,050.      MT  (+/- 180 meters Scaled)
 FC0312
 FC0312                          SUPERSEDED SURVEY CONTROL
 FC0312
 FC0312  NGVD 29 (??/??/??)  260.06   (m)          853.2    (f) RESET       3  
 FC0312
 FC0312.Superseded values are not recommended for survey control.
 FC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0312.See file dsdata.txt to determine how the superseded data were derived.
 FC0312
 FC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE311850(NAD 83)
 FC0312_MARKER: DD = SURVEY DISK
 FC0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0312_SP_SET: CULVERT
 FC0312_STAMPING: 61 12 1965
 FC0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0312
 FC0312  HISTORY     - Date     Condition        Report By
 FC0312  HISTORY     - 1965     MONUMENTED       TNHD
 FC0312  HISTORY     - 1965     GOOD             NGS
 FC0312  HISTORY     - 1967     GOOD             NGS
 FC0312
 FC0312                          STATION DESCRIPTION
 FC0312
 FC0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0312'7.3 MI W FROM OLIVER SPRINGS.
 FC0312'FROM THE POST OFFICE IN OLIVER SPRINGS GO 7.3 MILES WESTERLY
 FC0312'ON STATE ROUTE 61 TO THE MARK ON THE RIGHT, 47 FEET NORTHEAST
 FC0312'OF THE APPROXIMATE CENTER OF A ROAD LEADING NORTHWEST, 28
 FC0312'FEET NORTHWEST OF APPROXIMATE CENTER OF STATE ROUTE 61 AND 9
 FC0312'FEET SOUTHWEST OF UTILITY POLE NO. 37.  THE MARK IS A STANDARD
 FC0312'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE NORTHWEST
 FC0312'END OF A 1 FOOT BOX CULVERT IN FRONT OF A 2 STORY BROWN HOUSE.
 FC0312'THE DISK IS STAMPED 61-12 1965.
 FC0312
 FC0312                          STATION RECOVERY (1967)
 FC0312
 FC0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0320 ***********************************************************************
 FC0320  DESIGNATION -  61 13
 FC0320  PID         -  FC0320
 FC0320  STATE/COUNTY-  TN/ROANE
 FC0320  USGS QUAD   -  ELVERTON (1990)
 FC0320
 FC0320                         *CURRENT SURVEY CONTROL
 FC0320  ___________________________________________________________________
 FC0320* NAD 83(1986)-  35 58 29.     (N)    084 27 27.     (W)     SCALED    
 FC0320* NAVD 88     -       233.457  (meters)     765.93   (feet)  ADJUSTED  
 FC0320  ___________________________________________________________________
 FC0320  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0320  DYNAMIC HT  -         233.244 (meters)     765.23  (feet)  COMP
 FC0320  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FC0320
 FC0320  VERT ORDER  -  FIRST     CLASS I
 FC0320
 FC0320.The horizontal coordinates were scaled from a topographic map and have
 FC0320.an estimated accuracy of +/- 6 seconds.
 FC0320
 FC0320.The orthometric height was determined by differential leveling
 FC0320.and adjusted by the National Geodetic Survey in June 1991..
 FC0320
 FC0320.The geoid height was determined by GEOID03.
 FC0320
 FC0320.The dynamic height is computed by dividing the NAVD 88
 FC0320.geopotential number by the normal gravity value computed on the
 FC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0320.degrees latitude (g = 980.6199 gals.).
 FC0320
 FC0320.The modeled gravity was interpolated from observed gravity values.
 FC0320
 FC0320;                    North         East    Units  Estimated Accuracy
 FC0320;SPC TN       -   183,210.      739,110.      MT  (+/- 180 meters Scaled)
 FC0320
 FC0320                          SUPERSEDED SURVEY CONTROL
 FC0320
 FC0320  NGVD 29 (??/??/??)  233.57   (m)          766.3    (f) RESET       3  
 FC0320
 FC0320.Superseded values are not recommended for survey control.
 FC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0320.See file dsdata.txt to determine how the superseded data were derived.
 FC0320
 FC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE292841(NAD 83)
 FC0320_MARKER: DD = SURVEY DISK
 FC0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0320_SP_SET: CULVERT
 FC0320_STAMPING: 61 13 1965
 FC0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0320
 FC0320  HISTORY     - Date     Condition        Report By
 FC0320  HISTORY     - 1965     MONUMENTED       TNHD
 FC0320  HISTORY     - 1967     GOOD             NGS
 FC0320
 FC0320                          STATION DESCRIPTION
 FC0320
 FC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0320'6.2 MI NE FROM HARRIMAN.
 FC0320'ABOUT 6.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0320'STATION AT HARRIMAN, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 44,
 FC0320'ABOUT 30 YARDS NORTHWEST OF THE TRACK, SET IN THE TOP OF THE
 FC0320'WING WALL AT THE WEST CORNER OF A 10-FOOT CONCRETE BOX CULVERT
 FC0320'UNDER STATE HIGHWAY 61, 77 1/2 FEET NORTHWEST OF THE CENTER
 FC0320'LINE OF THE HIGHWAY, 35 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 FC0320'FROM BENCH MARK J 195 DESCRIBED, ABOUT LEVEL WITH THE TRACK AND
 FC0320'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0130 ***********************************************************************
 FC0130  DESIGNATION -  61 14
 FC0130  PID         -  FC0130
 FC0130  STATE/COUNTY-  TN/ROANE
 FC0130  USGS QUAD   -  ELVERTON (1990)
 FC0130
 FC0130                         *CURRENT SURVEY CONTROL
 FC0130  ___________________________________________________________________
 FC0130* NAD 83(1986)-  35 58 09.     (N)    084 28 47.     (W)     SCALED    
 FC0130* NAVD 88     -       238.163  (meters)     781.37   (feet)  POSTED    
 FC0130  ___________________________________________________________________
 FC0130  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0130  DYNAMIC HT  -         237.950 (meters)     780.67  (feet)  COMP
 FC0130  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FC0130
 FC0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0130
 FC0130.The horizontal coordinates were scaled from a topographic map and have
 FC0130.an estimated accuracy of +/- 6 seconds.
 FC0130
 FC0130.The orthometric height was determined by differential leveling
 FC0130.and adjusted by the National Geodetic Survey in 1992..
 FC0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0130.rate of 0.0 thru 1.0 mm/km.
 FC0130
 FC0130.The geoid height was determined by GEOID03.
 FC0130
 FC0130.The dynamic height is computed by dividing the NAVD 88
 FC0130.geopotential number by the normal gravity value computed on the
 FC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0130.degrees latitude (g = 980.6199 gals.).
 FC0130
 FC0130.The modeled gravity was interpolated from observed gravity values.
 FC0130
 FC0130;                    North         East    Units  Estimated Accuracy
 FC0130;SPC TN       -   182,560.      737,120.      MT  (+/- 180 meters Scaled)
 FC0130
 FC0130                          SUPERSEDED SURVEY CONTROL
 FC0130
 FC0130  NGVD 29 (??/??/??)  238.28   (m)          781.8    (f) RESET       3  
 FC0130
 FC0130.Superseded values are not recommended for survey control.
 FC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0130.See file dsdata.txt to determine how the superseded data were derived.
 FC0130
 FC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE272834(NAD 83)
 FC0130_MARKER: DD = SURVEY DISK
 FC0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0130_SP_SET: CULVERT
 FC0130_STAMPING: 61 14 1965
 FC0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0130
 FC0130  HISTORY     - Date     Condition        Report By
 FC0130  HISTORY     - 1965     MONUMENTED       TNHD
 FC0130  HISTORY     - 1965     GOOD             NGS
 FC0130  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0130
 FC0130                          STATION DESCRIPTION
 FC0130
 FC0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0130'2.5 MI E FROM HARRIMAN.
 FC0130'FROM THE NATIONAL GUARD ARMORY IN HARRIMAN GO 2.5 MILES EASTERLY
 FC0130'ON STATE ROUTE 61 TO THE MARK ON THE LEFT, 23 FEET WEST SOUTHWEST
 FC0130'OF A GRAVELED DRIVE LEADING NORTHEAST AND 19 FEET NORTHWEST
 FC0130'OF THE APPROXIMATE CENTER OF STATE ROUTE 61.  IT IS A STANDARD
 FC0130'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE NORTHWEST END OF A
 FC0130'2-FOOT CONCRETE PIPE CULVERT.  THE DISK IS STAMPED 61-14 1965.
 FC0130
 FC0130                          STATION RECOVERY (1967)
 FC0130
 FC0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0950 ***********************************************************************
 FC0950  DESIGNATION -  61 15
 FC0950  PID         -  FC0950
 FC0950  STATE/COUNTY-  TN/ROANE
 FC0950  USGS QUAD   -  ELVERTON (1990)
 FC0950
 FC0950                         *CURRENT SURVEY CONTROL
 FC0950  ___________________________________________________________________
 FC0950* NAD 83(1986)-  35 58 14.     (N)    084 29 53.     (W)     SCALED    
 FC0950* NAVD 88     -       243.718  (meters)     799.60   (feet)  ADJUSTED  
 FC0950  ___________________________________________________________________
 FC0950  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0950  DYNAMIC HT  -         243.495 (meters)     798.87  (feet)  COMP
 FC0950  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 FC0950
 FC0950  VERT ORDER  -  FIRST     CLASS I
 FC0950
 FC0950.The horizontal coordinates were scaled from a topographic map and have
 FC0950.an estimated accuracy of +/- 6 seconds.
 FC0950
 FC0950.The orthometric height was determined by differential leveling
 FC0950.and adjusted by the National Geodetic Survey in June 1991..
 FC0950
 FC0950.The geoid height was determined by GEOID03.
 FC0950
 FC0950.The dynamic height is computed by dividing the NAVD 88
 FC0950.geopotential number by the normal gravity value computed on the
 FC0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0950.degrees latitude (g = 980.6199 gals.).
 FC0950
 FC0950.The modeled gravity was interpolated from observed gravity values.
 FC0950
 FC0950;                    North         East    Units  Estimated Accuracy
 FC0950;SPC TN       -   182,690.      735,460.      MT  (+/- 180 meters Scaled)
 FC0950
 FC0950                          SUPERSEDED SURVEY CONTROL
 FC0950
 FC0950  NGVD 29 (??/??/??)  243.85   (m)          800.0    (f) RESET       3  
 FC0950
 FC0950.Superseded values are not recommended for survey control.
 FC0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0950.See file dsdata.txt to determine how the superseded data were derived.
 FC0950
 FC0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE256835(NAD 83)
 FC0950_MARKER: DB = BENCH MARK DISK
 FC0950_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC0950_SP_SET: PIER
 FC0950_STAMPING: 61 15 1965
 FC0950_MARK LOGO: TNHD  
 FC0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0950+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1988
 FC0950
 FC0950  HISTORY     - Date     Condition        Report By
 FC0950  HISTORY     - 1965     MONUMENTED       TNHD
 FC0950  HISTORY     - 1967     GOOD             NGS
 FC0950  HISTORY     - 19881107 GOOD             TNDT
 FC0950
 FC0950                          STATION DESCRIPTION
 FC0950
 FC0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0950'4.1 MI NE FROM HARRIMAN.
 FC0950'ABOUT 3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0950'STATION AT HARRIMAN, THENCE ABOUT 0.15 MILE NORTH ALONG A BLACK
 FC0950'TOP ROAD, THENCE ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 61, SET
 FC0950'VERTICALLY IN THE SOUTH FACE OF THE EAST LEG OF THE NORTH PIER
 FC0950'UNDER U.S. HIGHWAY 27 OVERPASS OVER THE WEST BOUND LANE OF STATE
 FC0950'HIGHWAY 61, 21 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 FC0950'LANES OF STATE HIGHWAY 61 AND ABOUT 2 FEET ABOVE THE LEVEL OF
 FC0950'THE GROUND.
 FC0950
 FC0950                          STATION RECOVERY (1988)
 FC0950
 FC0950'RECOVERY NOTE BY TN DEPT OF TRANSP 1988
 FC0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0955 ***********************************************************************
 FC0955  DESIGNATION -  61 16
 FC0955  PID         -  FC0955
 FC0955  STATE/COUNTY-  TN/ROANE
 FC0955  USGS QUAD   -  HARRIMAN (1980)
 FC0955
 FC0955                         *CURRENT SURVEY CONTROL
 FC0955  ___________________________________________________________________
 FC0955* NAD 83(1986)-  35 56 51.     (N)    084 32 03.     (W)     SCALED    
 FC0955* NAVD 88     -       234.446  (meters)     769.18   (feet)  ADJUSTED  
 FC0955  ___________________________________________________________________
 FC0955  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0955  DYNAMIC HT  -         234.231 (meters)     768.47  (feet)  COMP
 FC0955  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FC0955
 FC0955  VERT ORDER  -  SECOND    CLASS 0
 FC0955
 FC0955.The horizontal coordinates were scaled from a topographic map and have
 FC0955.an estimated accuracy of +/- 6 seconds.
 FC0955
 FC0955.The orthometric height was determined by differential leveling
 FC0955.and adjusted by the National Geodetic Survey in June 1991..
 FC0955
 FC0955.The geoid height was determined by GEOID03.
 FC0955
 FC0955.The dynamic height is computed by dividing the NAVD 88
 FC0955.geopotential number by the normal gravity value computed on the
 FC0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0955.degrees latitude (g = 980.6199 gals.).
 FC0955
 FC0955.The modeled gravity was interpolated from observed gravity values.
 FC0955
 FC0955;                    North         East    Units  Estimated Accuracy
 FC0955;SPC TN       -   180,080.      732,240.      MT  (+/- 180 meters Scaled)
 FC0955
 FC0955                          SUPERSEDED SURVEY CONTROL
 FC0955
 FC0955  NGVD 29 (??/??/??)  234.56   (m)          769.6    (f) RESET       3  
 FC0955
 FC0955.Superseded values are not recommended for survey control.
 FC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0955.See file dsdata.txt to determine how the superseded data were derived.
 FC0955
 FC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE224809(NAD 83)
 FC0955_MARKER: DD = SURVEY DISK
 FC0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0955_SP_SET: CULVERT
 FC0955_STAMPING: 61-16 1965
 FC0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0955
 FC0955  HISTORY     - Date     Condition        Report By
 FC0955  HISTORY     - 1965     MONUMENTED       TNHD
 FC0955  HISTORY     - 1972     GOOD             TVA
 FC0955
 FC0955                          STATION DESCRIPTION
 FC0955
 FC0955'DESCRIBED BY TN HIGHWAY DEPT 1965
 FC0955'1.1 MI E FROM HARRIMAN.
 FC0955'FROM THE POST OFFICE IN HARRIMAN GO 1.1 MILES EASTERLY ON STATE
 FC0955'ROUTE 61 TO THE MARK ON THE RIGHT, 23 FEET SOUTHEAST OF THE
 FC0955'APPROXIMATE CENTER OF STATE ROUTE 61, 8 FEET SOUTHEAST OF A
 FC0955'ROCKWALL AND OPPOSITE WALLACE APPLIANCE REPAIR.  IT IS A STANDARD
 FC0955'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE SOUTHEAST
 FC0955'END OF A 2 FOOT BOX CULVERT, APPROXIMATELY 3 FEET BELOW THE
 FC0955'SURFACE OF STATE ROUTE 61.  THE DISK IS STAMPED 61-16 1965.
 FC0955
 FC0955                          STATION RECOVERY (1972)
 FC0955
 FC0955'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0765 ***********************************************************************
 FC0765  DESIGNATION -  61 16 1
 FC0765  PID         -  FC0765
 FC0765  STATE/COUNTY-  TN/MEIGS
 FC0765  USGS QUAD   -  TRANQUILLITY (1990)
 FC0765
 FC0765                         *CURRENT SURVEY CONTROL
 FC0765  ___________________________________________________________________
 FC0765* NAD 83(1986)-  35 37 16.     (N)    084 43 54.     (W)     SCALED    
 FC0765* NAVD 88     -       290.420  (meters)     952.82   (feet)  ADJUSTED  
 FC0765  ___________________________________________________________________
 FC0765  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0765  DYNAMIC HT  -         290.143 (meters)     951.91  (feet)  COMP
 FC0765  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0765
 FC0765  VERT ORDER  -  FIRST     CLASS II
 FC0765
 FC0765.The horizontal coordinates were scaled from a topographic map and have
 FC0765.an estimated accuracy of +/- 6 seconds.
 FC0765
 FC0765.The orthometric height was determined by differential leveling
 FC0765.and adjusted by the National Geodetic Survey in June 1991..
 FC0765
 FC0765.The geoid height was determined by GEOID03.
 FC0765
 FC0765.The dynamic height is computed by dividing the NAVD 88
 FC0765.geopotential number by the normal gravity value computed on the
 FC0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0765.degrees latitude (g = 980.6199 gals.).
 FC0765
 FC0765.The modeled gravity was interpolated from observed gravity values.
 FC0765
 FC0765;                    North         East    Units  Estimated Accuracy
 FC0765;SPC TN       -   143,620.      714,890.      MT  (+/- 180 meters Scaled)
 FC0765
 FC0765                          SUPERSEDED SURVEY CONTROL
 FC0765
 FC0765  NGVD 29 (??/??/92)  290.501  (m)          953.09   (f) ADJ UNCH    1 2
 FC0765
 FC0765.Superseded values are not recommended for survey control.
 FC0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0765.See file dsdata.txt to determine how the superseded data were derived.
 FC0765
 FC0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE054442(NAD 83)
 FC0765_MARKER: DD = SURVEY DISK
 FC0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0765_STAMPING: 61 16 1
 FC0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0765+STABILITY: SURFACE MOTION
 FC0765
 FC0765  HISTORY     - Date     Condition        Report By
 FC0765  HISTORY     - UNK      MONUMENTED       TNGS
 FC0765  HISTORY     - 1950     GOOD             NGS
 FC0765
 FC0765                          STATION DESCRIPTION
 FC0765
 FC0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0765'1.4 MI E FROM PEAKLAND.
 FC0765'1.4 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0765'PEAKLAND, ABOUT 0.15 MILE EAST OF THE JUNCTION OF A ROAD SOUTH,
 FC0765'ABOUT 0.1 MILE WEST OF THE JUNCTION OF A ROAD NORTH, AT THE TOP
 FC0765'OF A GRADE AND ON TOP OF A 10-FOOT CUT, 23 FEET NORTH OF THE CENTER
 FC0765'LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE LINE, 59 FEET
 FC0765'EAST OF A POWER POLE, 1/2 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0765'POST, ABOUT 10 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FC0765'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE CONCRETE IS
 FC0765'CHIPPED OFF TOP OF POST BUT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0763 ***********************************************************************
 FC0763  DESIGNATION -  61 16 4
 FC0763  PID         -  FC0763
 FC0763  STATE/COUNTY-  TN/MEIGS
 FC0763  USGS QUAD   -  SPRING CITY (1990)
 FC0763
 FC0763                         *CURRENT SURVEY CONTROL
 FC0763  ___________________________________________________________________
 FC0763* NAD 83(1986)-  35 37 37.     (N)    084 45 06.     (W)     SCALED    
 FC0763* NAVD 88     -       235.420  (meters)     772.37   (feet)  ADJUSTED  
 FC0763  ___________________________________________________________________
 FC0763  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0763  DYNAMIC HT  -         235.195 (meters)     771.64  (feet)  COMP
 FC0763  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0763
 FC0763  VERT ORDER  -  FIRST     CLASS II
 FC0763
 FC0763.The horizontal coordinates were scaled from a topographic map and have
 FC0763.an estimated accuracy of +/- 6 seconds.
 FC0763
 FC0763.The orthometric height was determined by differential leveling
 FC0763.and adjusted by the National Geodetic Survey in June 1991..
 FC0763
 FC0763.The geoid height was determined by GEOID03.
 FC0763
 FC0763.The dynamic height is computed by dividing the NAVD 88
 FC0763.geopotential number by the normal gravity value computed on the
 FC0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0763.degrees latitude (g = 980.6199 gals.).
 FC0763
 FC0763.The modeled gravity was interpolated from observed gravity values.
 FC0763
 FC0763;                    North         East    Units  Estimated Accuracy
 FC0763;SPC TN       -   144,250.      713,070.      MT  (+/- 180 meters Scaled)
 FC0763
 FC0763                          SUPERSEDED SURVEY CONTROL
 FC0763
 FC0763  NGVD 29 (??/??/92)  235.501  (m)          772.64   (f) ADJ UNCH    1 2
 FC0763
 FC0763.Superseded values are not recommended for survey control.
 FC0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0763.See file dsdata.txt to determine how the superseded data were derived.
 FC0763
 FC0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE036449(NAD 83)
 FC0763_MARKER: DD = SURVEY DISK
 FC0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0763_STAMPING: 61 16 4
 FC0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0763+STABILITY: SURFACE MOTION
 FC0763
 FC0763  HISTORY     - Date     Condition        Report By
 FC0763  HISTORY     - UNK      MONUMENTED       TNGS
 FC0763  HISTORY     - 1950     GOOD             NGS
 FC0763
 FC0763                          STATION DESCRIPTION
 FC0763
 FC0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0763'0.2 MI E FROM PEAKLAND.
 FC0763'0.2 MILE EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0763'PEAKLAND, AT A NORTH-SOUTH CROSSROAD, 21 FEET NORTH OF THE CENTER
 FC0763'LINE OF THE HIGHWAY, 100 FEET EAST OF THE CENTER LINE OF THE
 FC0763'ROAD NORTH, 65 FEET WEST OF A 10-INCH CEDAR TREE, 98 FEET SOUTH OF
 FC0763'A 12-INCH CEDAR TREE, 59 FEET NORTHEAST AND ACROSS THE HIGHWAY
 FC0763'FROM A POWER POLE, 1/2 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0763'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0763'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0956 ***********************************************************************
 FC0956  DESIGNATION -  61 17
 FC0956  PID         -  FC0956
 FC0956  STATE/COUNTY-  TN/ROANE
 FC0956  USGS QUAD   -  HARRIMAN (1980)
 FC0956
 FC0956                         *CURRENT SURVEY CONTROL
 FC0956  ___________________________________________________________________
 FC0956* NAD 83(1986)-  35 55 13.     (N)    084 33 51.     (W)     SCALED    
 FC0956* NAVD 88     -       270.692  (meters)     888.10   (feet)  ADJUSTED  
 FC0956  ___________________________________________________________________
 FC0956  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0956  DYNAMIC HT  -         270.444 (meters)     887.28  (feet)  COMP
 FC0956  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0956
 FC0956  VERT ORDER  -  SECOND    CLASS 0
 FC0956
 FC0956.The horizontal coordinates were scaled from a topographic map and have
 FC0956.an estimated accuracy of +/- 6 seconds.
 FC0956
 FC0956.The orthometric height was determined by differential leveling
 FC0956.and adjusted by the National Geodetic Survey in June 1991..
 FC0956
 FC0956.The geoid height was determined by GEOID03.
 FC0956
 FC0956.The dynamic height is computed by dividing the NAVD 88
 FC0956.geopotential number by the normal gravity value computed on the
 FC0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0956.degrees latitude (g = 980.6199 gals.).
 FC0956
 FC0956.The modeled gravity was interpolated from observed gravity values.
 FC0956
 FC0956;                    North         East    Units  Estimated Accuracy
 FC0956;SPC TN       -   177,020.      729,580.      MT  (+/- 180 meters Scaled)
 FC0956
 FC0956                          SUPERSEDED SURVEY CONTROL
 FC0956
 FC0956  NGVD 29 (??/??/??)  270.80   (m)          888.4    (f) RESET       3  
 FC0956
 FC0956.Superseded values are not recommended for survey control.
 FC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0956.See file dsdata.txt to determine how the superseded data were derived.
 FC0956
 FC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE197778(NAD 83)
 FC0956_MARKER: DD = SURVEY DISK
 FC0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0956_SP_SET: CULVERT
 FC0956_STAMPING: 61-17 1965
 FC0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0956
 FC0956  HISTORY     - Date     Condition        Report By
 FC0956  HISTORY     - 1965     MONUMENTED       TNHD
 FC0956  HISTORY     - 1972     GOOD             TVA
 FC0956
 FC0956                          STATION DESCRIPTION
 FC0956
 FC0956'DESCRIBED BY TN HIGHWAY DEPT 1965
 FC0956'AT SOUTH HARRIMAN.
 FC0956'IN SOUTH HARRIMAN AT THE JUNCTION OF U.S. HIGHWAY 27 AND ROUTE 61,
 FC0956'32 FEET EAST OF THE SOUTHEAST END OF THE SERVICE REXALL DRUG
 FC0956'STORE, 43 FEET SOUTHWEST OF APPROXIMATE CENTER OF U.S. HIGHWAY 27
 FC0956'AND OPPOSITE THE SOUTH HARRIMAN JUNIOR HIGH SCHOOL.  IT IS A
 FC0956'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE
 FC0956'SOUTH END OF A 1 FOOT CULVERT.  (PIPE CULVERT.)  THE DISK IS
 FC0956'STAMPED 61-17 1965.
 FC0956
 FC0956                          STATION RECOVERY (1972)
 FC0956
 FC0956'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0730 ***********************************************************************
 GB0730  DESIGNATION -  61 2
 GB0730  PID         -  GB0730
 GB0730  STATE/COUNTY-  TN/ANDERSON
 GB0730  USGS QUAD   -  CLINTON (1990)
 GB0730
 GB0730                         *CURRENT SURVEY CONTROL
 GB0730  ___________________________________________________________________
 GB0730* NAD 83(1986)-  36 04 28.     (N)    084 10 02.     (W)     SCALED    
 GB0730* NAVD 88     -       254.053  (meters)     833.51   (feet)  ADJUSTED  
 GB0730  ___________________________________________________________________
 GB0730  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0730  DYNAMIC HT  -         253.821 (meters)     832.74  (feet)  COMP
 GB0730  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 GB0730
 GB0730  VERT ORDER  -  SECOND    CLASS 0
 GB0730
 GB0730.The horizontal coordinates were scaled from a topographic map and have
 GB0730.an estimated accuracy of +/- 6 seconds.
 GB0730
 GB0730.The orthometric height was determined by differential leveling
 GB0730.and adjusted by the National Geodetic Survey in June 1991..
 GB0730
 GB0730.The geoid height was determined by GEOID03.
 GB0730
 GB0730.The dynamic height is computed by dividing the NAVD 88
 GB0730.geopotential number by the normal gravity value computed on the
 GB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0730.degrees latitude (g = 980.6199 gals.).
 GB0730
 GB0730.The modeled gravity was interpolated from observed gravity values.
 GB0730
 GB0730;                    North         East    Units  Estimated Accuracy
 GB0730;SPC TN       -   194,720.      765,080.      MT  (+/- 180 meters Scaled)
 GB0730
 GB0730                          SUPERSEDED SURVEY CONTROL
 GB0730
 GB0730  NGVD 29 (??/??/92)  254.183  (m)          833.93   (f) ADJ UNCH    2 0
 GB0730
 GB0730.Superseded values are not recommended for survey control.
 GB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0730.See file dsdata.txt to determine how the superseded data were derived.
 GB0730
 GB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE551959(NAD 83)
 GB0730_MARKER: DD = SURVEY DISK
 GB0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0730_SP_SET: CULVERT
 GB0730_STAMPING: 61-2 1965
 GB0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0730
 GB0730  HISTORY     - Date     Condition        Report By
 GB0730  HISTORY     - 1965     MONUMENTED       TNHD
 GB0730
 GB0730                          STATION DESCRIPTION
 GB0730
 GB0730'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0730'3 MI W FROM CLINTON.
 GB0730'FROM THE COURT HOUSE IN CLINTON, GO 3.0 MILES WESTERLY ON STATE
 GB0730'ROUTE 61 TO THE MARK ON THE RIGHT, 24 FEET NORTHWEST OF
 GB0730'APPROXIMATE CENTER OF STATE ROUTE 61.  THE MARK IS STANDARD
 GB0730'TENNESSEE HIGHWAY DEPARTMENT DISK SET VERTICALLY IN A DRILLED
 GB0730'HOLE IN THE NORTHWEST END OF A 13 FOOT CONCRETE CULVERT,
 GB0730'APPROXIMATELY 5 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0730'DISK IS STAMPED 61-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0771 ***********************************************************************
 GB0771  DESIGNATION -  61 2
 GB0771  PID         -  GB0771
 GB0771  STATE/COUNTY-  TN/ANDERSON
 GB0771  USGS QUAD   -  NORRIS (1990)
 GB0771
 GB0771                         *CURRENT SURVEY CONTROL
 GB0771  ___________________________________________________________________
 GB0771* NAD 83(1986)-  36 08 06.     (N)    084 06 15.     (W)     SCALED    
 GB0771* NAVD 88     -       261.961  (meters)     859.45   (feet)  ADJUSTED  
 GB0771  ___________________________________________________________________
 GB0771  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0771  DYNAMIC HT  -         261.723 (meters)     858.67  (feet)  COMP
 GB0771  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0771
 GB0771  VERT ORDER  -  SECOND    CLASS 0
 GB0771
 GB0771.The horizontal coordinates were scaled from a topographic map and have
 GB0771.an estimated accuracy of +/- 6 seconds.
 GB0771
 GB0771.The orthometric height was determined by differential leveling
 GB0771.and adjusted by the National Geodetic Survey in June 1991..
 GB0771
 GB0771.The geoid height was determined by GEOID03.
 GB0771
 GB0771.The dynamic height is computed by dividing the NAVD 88
 GB0771.geopotential number by the normal gravity value computed on the
 GB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0771.degrees latitude (g = 980.6199 gals.).
 GB0771
 GB0771.The modeled gravity was interpolated from observed gravity values.
 GB0771
 GB0771;                    North         East    Units  Estimated Accuracy
 GB0771;SPC TN       -   201,550.      770,630.      MT  (+/- 180 meters Scaled)
 GB0771
 GB0771                          SUPERSEDED SURVEY CONTROL
 GB0771
 GB0771  NGVD 29 (??/??/92)  261.096  (m)          856.61   (f) ADJ UNCH    2 0
 GB0771
 GB0771.Superseded values are not recommended for survey control.
 GB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0771.See file dsdata.txt to determine how the superseded data were derived.
 GB0771
 GB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF605028(NAD 83)
 GB0771_MARKER: DD = SURVEY DISK
 GB0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0771_STAMPING: 61-2 1964
 GB0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0771+STABILITY: SURFACE MOTION
 GB0771
 GB0771  HISTORY     - Date     Condition        Report By
 GB0771  HISTORY     - 1964     MONUMENTED       TNHD
 GB0771
 GB0771                          STATION DESCRIPTION
 GB0771
 GB0771'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0771'2.9 MI N FROM CLINTON.
 GB0771'FROM THE COURT HOUSE IN CLINTON, GO NORTH ON U.S. HIGHWAY 25W
 GB0771'FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY
 GB0771'25W, TURN RIGHT ON STATE ROUTE 61 AND GO 2.7 MILES TO THE
 GB0771'MARK ON THE RIGHT.  THE MARK IS 17 FEET EAST OF THE APPROXIMATE
 GB0771'CENTER OF STATE ROUTE 61, 7 FEET WEST OF A WIRE FENCE, 2 FEET
 GB0771'NORTH OF A POWER POLE, AND 2.0 FEET NORTH OF A METAL WITNESS
 GB0771'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0771'DISK, SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0771'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0776 ***********************************************************************
 FC0776  DESIGNATION -  61 2 15
 FC0776  PID         -  FC0776
 FC0776  STATE/COUNTY-  TN/MEIGS
 FC0776  USGS QUAD   -  TRANQUILLITY (1990)
 FC0776
 FC0776                         *CURRENT SURVEY CONTROL
 FC0776  ___________________________________________________________________
 FC0776* NAD 83(1986)-  35 36 29.     (N)    084 39 39.     (W)     SCALED    
 FC0776* NAVD 88     -       249.985  (meters)     820.16   (feet)  ADJUSTED  
 FC0776  ___________________________________________________________________
 FC0776  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0776  DYNAMIC HT  -         249.745 (meters)     819.37  (feet)  COMP
 FC0776  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 FC0776
 FC0776  VERT ORDER  -  FIRST     CLASS II
 FC0776
 FC0776.The horizontal coordinates were scaled from a topographic map and have
 FC0776.an estimated accuracy of +/- 6 seconds.
 FC0776
 FC0776.The orthometric height was determined by differential leveling
 FC0776.and adjusted by the National Geodetic Survey in June 1991..
 FC0776
 FC0776.The geoid height was determined by GEOID03.
 FC0776
 FC0776.The dynamic height is computed by dividing the NAVD 88
 FC0776.geopotential number by the normal gravity value computed on the
 FC0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0776.degrees latitude (g = 980.6199 gals.).
 FC0776
 FC0776.The modeled gravity was interpolated from observed gravity values.
 FC0776
 FC0776;                    North         East    Units  Estimated Accuracy
 FC0776;SPC TN       -   142,260.      721,330.      MT  (+/- 180 meters Scaled)
 FC0776
 FC0776                          SUPERSEDED SURVEY CONTROL
 FC0776
 FC0776  NGVD 29 (??/??/92)  250.066  (m)          820.42   (f) ADJ UNCH    1 2
 FC0776
 FC0776.Superseded values are not recommended for survey control.
 FC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0776.See file dsdata.txt to determine how the superseded data were derived.
 FC0776
 FC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE118429(NAD 83)
 FC0776_MARKER: DD = SURVEY DISK
 FC0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0776_STAMPING: 61 2 15
 FC0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0776+STABILITY: SURFACE MOTION
 FC0776
 FC0776  HISTORY     - Date     Condition        Report By
 FC0776  HISTORY     - UNK      MONUMENTED       TNGS
 FC0776  HISTORY     - 1950     GOOD             NGS
 FC0776
 FC0776                          STATION DESCRIPTION
 FC0776
 FC0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0776'6.4 MI E FROM PEAKLAND.
 FC0776'6.45 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0776'PEAKLAND, ABOUT 0.75 MILE NORTHEAST OF THE ROAD JUNCTION AT BOGGE
 FC0776'CROSSROAD, ABOUT 0.35 MILE WEST OF THE MC MINN-MEIGS COUNTY LINE,
 FC0776'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD NORTH,
 FC0776'ABOUT 30 YARDS WEST OF THE TOP OF A GRADE, 16.8 FEET NORTHWEST OF
 FC0776'THE CENTER LINE OF THE HIGHWAY, 8.5 FEET SOUTHEAST OF A FENCE
 FC0776'LINE, 2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A LOW CUT, 1/2 FOOT
 FC0776'SOUTH OF A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 FC0776'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0775 ***********************************************************************
 FC0775  DESIGNATION -  61 2 16
 FC0775  PID         -  FC0775
 FC0775  STATE/COUNTY-  TN/MEIGS
 FC0775  USGS QUAD   -  TRANQUILLITY (1990)
 FC0775
 FC0775                         *CURRENT SURVEY CONTROL
 FC0775  ___________________________________________________________________
 FC0775* NAD 83(1986)-  35 36 22.     (N)    084 39 53.     (W)     SCALED    
 FC0775* NAVD 88     -       239.114  (meters)     784.49   (feet)  ADJUSTED  
 FC0775  ___________________________________________________________________
 FC0775  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0775  DYNAMIC HT  -         238.885 (meters)     783.74  (feet)  COMP
 FC0775  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 FC0775
 FC0775  VERT ORDER  -  FIRST     CLASS II
 FC0775
 FC0775.The horizontal coordinates were scaled from a topographic map and have
 FC0775.an estimated accuracy of +/- 6 seconds.
 FC0775
 FC0775.The orthometric height was determined by differential leveling
 FC0775.and adjusted by the National Geodetic Survey in June 1991..
 FC0775
 FC0775.The geoid height was determined by GEOID03.
 FC0775
 FC0775.The dynamic height is computed by dividing the NAVD 88
 FC0775.geopotential number by the normal gravity value computed on the
 FC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0775.degrees latitude (g = 980.6199 gals.).
 FC0775
 FC0775.The modeled gravity was interpolated from observed gravity values.
 FC0775
 FC0775;                    North         East    Units  Estimated Accuracy
 FC0775;SPC TN       -   142,040.      720,980.      MT  (+/- 180 meters Scaled)
 FC0775
 FC0775                          SUPERSEDED SURVEY CONTROL
 FC0775
 FC0775  NGVD 29 (??/??/92)  239.195  (m)          784.76   (f) ADJ UNCH    1 2
 FC0775
 FC0775.Superseded values are not recommended for survey control.
 FC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0775.See file dsdata.txt to determine how the superseded data were derived.
 FC0775
 FC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE115427(NAD 83)
 FC0775_MARKER: DD = SURVEY DISK
 FC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0775_STAMPING: 61 2 16
 FC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0775+STABILITY: SURFACE MOTION
 FC0775
 FC0775  HISTORY     - Date     Condition        Report By
 FC0775  HISTORY     - UNK      MONUMENTED       TNGS
 FC0775  HISTORY     - 1950     GOOD             NGS
 FC0775
 FC0775                          STATION DESCRIPTION
 FC0775
 FC0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0775'6.2 MI E FROM PEAKLAND.
 FC0775'6.2 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0775'PEAKLAND, ABOUT 0.5 MILE NORTHEAST OF THE ROAD JUNCTION AT BOGGE
 FC0775'CROSSROAD, ABOUT 0.6 MILE SOUTHWEST OF THE MC MINN-MEIGS COUNTY
 FC0775'LINE, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 180
 FC0775'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVE NORTHWEST
 FC0775'TO A FARM, 129 FEET NORTHEAST OF THE NORTHWEST END OF AN 18-INCH
 FC0775'PIPE CULVERT UNDER HIGHWAY, 120 FEET WEST AND ACROSS THE HIGHWAY
 FC0775'FROM A POWER POLE AT A DIRECTIONAL CHANGE IN POWER LINE, 1 FOOT
 FC0775'SOUTHEAST OF A FENCE LINE, 1/2 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0775'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FC0775'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0771 ***********************************************************************
 FC0771  DESIGNATION -  61 2 19
 FC0771  PID         -  FC0771
 FC0771  STATE/COUNTY-  TN/MEIGS
 FC0771  USGS QUAD   -  TRANQUILLITY (1990)
 FC0771
 FC0771                         *CURRENT SURVEY CONTROL
 FC0771  ___________________________________________________________________
 FC0771* NAD 83(1986)-  35 37 01.     (N)    084 42 25.     (W)     SCALED    
 FC0771* NAVD 88     -       234.298  (meters)     768.69   (feet)  ADJUSTED  
 FC0771  ___________________________________________________________________
 FC0771  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0771  DYNAMIC HT  -         234.074 (meters)     767.96  (feet)  COMP
 FC0771  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 FC0771
 FC0771  VERT ORDER  -  FIRST     CLASS II
 FC0771
 FC0771.The horizontal coordinates were scaled from a topographic map and have
 FC0771.an estimated accuracy of +/- 6 seconds.
 FC0771
 FC0771.The orthometric height was determined by differential leveling
 FC0771.and adjusted by the National Geodetic Survey in June 1991..
 FC0771
 FC0771.The geoid height was determined by GEOID03.
 FC0771
 FC0771.The dynamic height is computed by dividing the NAVD 88
 FC0771.geopotential number by the normal gravity value computed on the
 FC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0771.degrees latitude (g = 980.6199 gals.).
 FC0771
 FC0771.The modeled gravity was interpolated from observed gravity values.
 FC0771
 FC0771;                    North         East    Units  Estimated Accuracy
 FC0771;SPC TN       -   143,190.      717,140.      MT  (+/- 180 meters Scaled)
 FC0771
 FC0771                          SUPERSEDED SURVEY CONTROL
 FC0771
 FC0771  NGVD 29 (??/??/92)  234.380  (m)          768.96   (f) ADJ UNCH    1 2
 FC0771
 FC0771.Superseded values are not recommended for survey control.
 FC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0771.See file dsdata.txt to determine how the superseded data were derived.
 FC0771
 FC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE076438(NAD 83)
 FC0771_MARKER: DD = SURVEY DISK
 FC0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0771_STAMPING: 61 2 19
 FC0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0771+STABILITY: SURFACE MOTION
 FC0771
 FC0771  HISTORY     - Date     Condition        Report By
 FC0771  HISTORY     - UNK      MONUMENTED       TNGS
 FC0771  HISTORY     - 1950     GOOD             NGS
 FC0771
 FC0771                          STATION DESCRIPTION
 FC0771
 FC0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0771'2.8 MI E FROM PEAKLAND.
 FC0771'2.8 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0771'PEAKLAND, AT THE JUNCTION OF STATE HIGHWAY 58 LEADING NORTH-SOUTH
 FC0771'AND A TURN IN HIGHWAY 68 WITH TANGENTS WEST AND NORTH, 26.5 FEET
 FC0771'NORTH OF THE CENTER LINE OF HIGHWAY 68 WEST, 133 FEET WEST OF THE
 FC0771'CENTER LINE OF HIGHWAY 58, ON THE TOP OF A CUT BANK, 4 FEET NORTH
 FC0771'OF THE SOUTH EDGE OF THE CUT, 89 FEET SOUTHWEST OF THE SOUTHWEST
 FC0771'CORNER OF A HOUSE, 1.5 FEET NORTH OF A WIRE FENCE, 1/2 FOOT SOUTH
 FC0771'OF A T.V.A. STEEL WITNESS POST, ABOUT 7 FEET ABOVE HIGHWAY 68
 FC0771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0731 ***********************************************************************
 GB0731  DESIGNATION -  61 3
 GB0731  PID         -  GB0731
 GB0731  STATE/COUNTY-  TN/ANDERSON
 GB0731  USGS QUAD   -  CLINTON (1990)
 GB0731
 GB0731                         *CURRENT SURVEY CONTROL
 GB0731  ___________________________________________________________________
 GB0731* NAD 83(1986)-  36 04 08.     (N)    084 11 05.     (W)     SCALED    
 GB0731* NAVD 88     -       244.557  (meters)     802.35   (feet)  ADJUSTED  
 GB0731  ___________________________________________________________________
 GB0731  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0731  DYNAMIC HT  -         244.333 (meters)     801.62  (feet)  COMP
 GB0731  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 GB0731
 GB0731  VERT ORDER  -  SECOND    CLASS 0
 GB0731
 GB0731.The horizontal coordinates were scaled from a topographic map and have
 GB0731.an estimated accuracy of +/- 6 seconds.
 GB0731
 GB0731.The orthometric height was determined by differential leveling
 GB0731.and adjusted by the National Geodetic Survey in June 1991..
 GB0731
 GB0731.The geoid height was determined by GEOID03.
 GB0731
 GB0731.The dynamic height is computed by dividing the NAVD 88
 GB0731.geopotential number by the normal gravity value computed on the
 GB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0731.degrees latitude (g = 980.6199 gals.).
 GB0731
 GB0731.The modeled gravity was interpolated from observed gravity values.
 GB0731
 GB0731;                    North         East    Units  Estimated Accuracy
 GB0731;SPC TN       -   194,080.      763,510.      MT  (+/- 180 meters Scaled)
 GB0731
 GB0731                          SUPERSEDED SURVEY CONTROL
 GB0731
 GB0731  NGVD 29 (??/??/92)  244.686  (m)          802.77   (f) ADJ UNCH    2 0
 GB0731
 GB0731.Superseded values are not recommended for survey control.
 GB0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0731.See file dsdata.txt to determine how the superseded data were derived.
 GB0731
 GB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE535952(NAD 83)
 GB0731_MARKER: DD = SURVEY DISK
 GB0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0731_SP_SET: CONCRETE SQUARE
 GB0731_STAMPING: 61-3 1965
 GB0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0731
 GB0731  HISTORY     - Date     Condition        Report By
 GB0731  HISTORY     - 1965     MONUMENTED       TNHD
 GB0731
 GB0731                          STATION DESCRIPTION
 GB0731
 GB0731'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0731'4.1 MI W FROM CLINTON.
 GB0731'FROM THE COURT HOUSE IN CLINTON, GO 4.1 MILES WESTERLY ON STATE
 GB0731'ROUTE 61 TO THE MARK ON THE LEFT AT A ROADSIDE PARK, 112 FEET
 GB0731'SOUTH OF STATE ROUTE 61, 29 FEET SOUTH OF A SMALL GRAVELED ROAD IN
 GB0731'THE PARK AND APPROXIMATELY 55 FEET NORTH OF CLINCH RIVER.  THE MARK
 GB0731'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A DRILLED
 GB0731'HOLE IN THE NORTHEAST CORNER OF A 6 FOOT CONCRETE, SQUARE,
 GB0731'APPROXIMATELY 5 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0731'DISK IS STAMPED 61-3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0770 ***********************************************************************
 GB0770  DESIGNATION -  61 3
 GB0770  PID         -  GB0770
 GB0770  STATE/COUNTY-  TN/ANDERSON
 GB0770  USGS QUAD   -  NORRIS (1990)
 GB0770
 GB0770                         *CURRENT SURVEY CONTROL
 GB0770  ___________________________________________________________________
 GB0770* NAD 83(1986)-  36 08 51.     (N)    084 05 52.     (W)     SCALED    
 GB0770* NAVD 88     -       260.454  (meters)     854.51   (feet)  ADJUSTED  
 GB0770  ___________________________________________________________________
 GB0770  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0770  DYNAMIC HT  -         260.218 (meters)     853.73  (feet)  COMP
 GB0770  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 GB0770
 GB0770  VERT ORDER  -  SECOND    CLASS 0
 GB0770
 GB0770.The horizontal coordinates were scaled from a topographic map and have
 GB0770.an estimated accuracy of +/- 6 seconds.
 GB0770
 GB0770.The orthometric height was determined by differential leveling
 GB0770.and adjusted by the National Geodetic Survey in June 1991..
 GB0770
 GB0770.The geoid height was determined by GEOID03.
 GB0770
 GB0770.The dynamic height is computed by dividing the NAVD 88
 GB0770.geopotential number by the normal gravity value computed on the
 GB0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0770.degrees latitude (g = 980.6199 gals.).
 GB0770
 GB0770.The modeled gravity was interpolated from observed gravity values.
 GB0770
 GB0770;                    North         East    Units  Estimated Accuracy
 GB0770;SPC TN       -   202,950.      771,170.      MT  (+/- 180 meters Scaled)
 GB0770
 GB0770                          SUPERSEDED SURVEY CONTROL
 GB0770
 GB0770  NGVD 29 (??/??/92)  260.590  (m)          854.95   (f) ADJ UNCH    2 0
 GB0770
 GB0770.Superseded values are not recommended for survey control.
 GB0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0770.See file dsdata.txt to determine how the superseded data were derived.
 GB0770
 GB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF611042(NAD 83)
 GB0770_MARKER: DD = SURVEY DISK
 GB0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0770_SP_SET: CULVERT
 GB0770_STAMPING: 61-3 1964
 GB0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0770
 GB0770  HISTORY     - Date     Condition        Report By
 GB0770  HISTORY     - 1964     MONUMENTED       TNHD
 GB0770
 GB0770                          STATION DESCRIPTION
 GB0770
 GB0770'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0770'3.9 MI N FROM CLINTON.
 GB0770'FROM THE COURT HOUSE IN CLINTON, GO NORTH ON U.S. HIGHWAY
 GB0770'25W FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 61 AND U.S.
 GB0770'HIGHWAY 25W, TURN RIGHT AND GO NORTHEASTERLY ON STATE ROUTE
 GB0770'61 FOR 3.7 MILES TO THE MARK ON THE LEFT.  THE MARK IS 14 FEET
 GB0770'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 61.  THE MARK
 GB0770'IS CEMENTED FLUSH IN A DRILLED HOLE IN THE SOUTH HEADWALL OF
 GB0770'AN 8 FOOT LONG CONCRETE BOX CULVERT OVER A SMALL STREAM.  THE
 GB0770'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0764 ***********************************************************************
 GB0764  DESIGNATION -  61 4
 GB0764  PID         -  GB0764
 GB0764  STATE/COUNTY-  TN/ANDERSON
 GB0764  USGS QUAD   -  NORRIS (1990)
 GB0764
 GB0764                         *CURRENT SURVEY CONTROL
 GB0764  ___________________________________________________________________
 GB0764* NAD 83(1986)-  36 10 30.     (N)    084 04 18.     (W)     SCALED    
 GB0764* NAVD 88     -       275.680  (meters)     904.46   (feet)  ADJUSTED  
 GB0764  ___________________________________________________________________
 GB0764  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0764  DYNAMIC HT  -         275.431 (meters)     903.64  (feet)  COMP
 GB0764  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GB0764
 GB0764  VERT ORDER  -  SECOND    CLASS 0
 GB0764
 GB0764.The horizontal coordinates were scaled from a topographic map and have
 GB0764.an estimated accuracy of +/- 6 seconds.
 GB0764
 GB0764.The orthometric height was determined by differential leveling
 GB0764.and adjusted by the National Geodetic Survey in June 1991..
 GB0764
 GB0764.The geoid height was determined by GEOID03.
 GB0764
 GB0764.The dynamic height is computed by dividing the NAVD 88
 GB0764.geopotential number by the normal gravity value computed on the
 GB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0764.degrees latitude (g = 980.6199 gals.).
 GB0764
 GB0764.The modeled gravity was interpolated from observed gravity values.
 GB0764
 GB0764;                    North         East    Units  Estimated Accuracy
 GB0764;SPC TN       -   206,040.      773,460.      MT  (+/- 180 meters Scaled)
 GB0764
 GB0764                          SUPERSEDED SURVEY CONTROL
 GB0764
 GB0764  NGVD 29 (??/??/92)  275.814  (m)          904.90   (f) ADJ UNCH    2 0
 GB0764
 GB0764.Superseded values are not recommended for survey control.
 GB0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0764.See file dsdata.txt to determine how the superseded data were derived.
 GB0764
 GB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF633073(NAD 83)
 GB0764_MARKER: DD = SURVEY DISK
 GB0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0764_STAMPING: 61-4 1964
 GB0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0764+STABILITY: SURFACE MOTION
 GB0764
 GB0764  HISTORY     - Date     Condition        Report By
 GB0764  HISTORY     - 1964     MONUMENTED       TNHD
 GB0764
 GB0764                          STATION DESCRIPTION
 GB0764
 GB0764'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0764'4.7 MI N FROM CLINTON.
 GB0764'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0764'NORRIS, GO 1.0 MILE SOUTH ON STATE ROUTE 61 TO THE MARK ON THE
 GB0764'LEFT.  THE MARK IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB0764'OF STATE ROUTE 61, 1.5 FEET NORTHEAST OF TELEPHONE POLE NO. 10
 GB0764'AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0764'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, SET IN THE
 GB0764'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0764'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0732 ***********************************************************************
 GB0732  DESIGNATION -  61 4
 GB0732  PID         -  GB0732
 GB0732  STATE/COUNTY-  TN/ANDERSON
 GB0732  USGS QUAD   -  CLINTON (1990)
 GB0732
 GB0732                         *CURRENT SURVEY CONTROL
 GB0732  ___________________________________________________________________
 GB0732* NAD 83(1986)-  36 03 40.     (N)    084 12 00.     (W)     SCALED    
 GB0732* NAVD 88     -       245.068  (meters)     804.03   (feet)  ADJUSTED  
 GB0732  ___________________________________________________________________
 GB0732  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB0732  DYNAMIC HT  -         244.843 (meters)     803.29  (feet)  COMP
 GB0732  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GB0732
 GB0732  VERT ORDER  -  SECOND    CLASS 0
 GB0732
 GB0732.The horizontal coordinates were scaled from a topographic map and have
 GB0732.an estimated accuracy of +/- 6 seconds.
 GB0732
 GB0732.The orthometric height was determined by differential leveling
 GB0732.and adjusted by the National Geodetic Survey in June 1991..
 GB0732
 GB0732.The geoid height was determined by GEOID03.
 GB0732
 GB0732.The dynamic height is computed by dividing the NAVD 88
 GB0732.geopotential number by the normal gravity value computed on the
 GB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0732.degrees latitude (g = 980.6199 gals.).
 GB0732
 GB0732.The modeled gravity was interpolated from observed gravity values.
 GB0732
 GB0732;                    North         East    Units  Estimated Accuracy
 GB0732;SPC TN       -   193,190.      762,150.      MT  (+/- 180 meters Scaled)
 GB0732
 GB0732                          SUPERSEDED SURVEY CONTROL
 GB0732
 GB0732  NGVD 29 (??/??/92)  245.198  (m)          804.45   (f) ADJ UNCH    2 0
 GB0732
 GB0732.Superseded values are not recommended for survey control.
 GB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0732.See file dsdata.txt to determine how the superseded data were derived.
 GB0732
 GB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE521943(NAD 83)
 GB0732_MARKER: DD = SURVEY DISK
 GB0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0732_SP_SET: CULVERT
 GB0732_STAMPING: 61-4 1965
 GB0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0732
 GB0732  HISTORY     - Date     Condition        Report By
 GB0732  HISTORY     - 1965     MONUMENTED       TNHD
 GB0732
 GB0732                          STATION DESCRIPTION
 GB0732
 GB0732'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0732'5.3 MI W FROM CLINTON.
 GB0732'FROM THE COURT HOUSE IN CLINTON, GO 5.3 MILES WESTERLY TO THE
 GB0732'INTERSECTION OF STATE ROUTE 95 AND STATE ROUTE 61.  THE MARK
 GB0732'IS AT THE INTERSECTION, SET IN THE TOP OF THE NORTHEAST END
 GB0732'OF A 12 FOOT CONCRETE CULVERT RUNNING UNDER STATE ROUTE 61
 GB0732'APPROXIMATELY 8 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0732'DISK IS STAMPED 61-4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0734 ***********************************************************************
 GB0734  DESIGNATION -  61 5
 GB0734  PID         -  GB0734
 GB0734  STATE/COUNTY-  TN/ANDERSON
 GB0734  USGS QUAD   -  CLINTON (1990)
 GB0734
 GB0734                         *CURRENT SURVEY CONTROL
 GB0734  ___________________________________________________________________
 GB0734* NAD 83(1986)-  36 03 38.     (N)    084 13 59.     (W)     SCALED    
 GB0734* NAVD 88     -       251.137  (meters)     823.94   (feet)  ADJUSTED  
 GB0734  ___________________________________________________________________
 GB0734  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0734  DYNAMIC HT  -         250.907 (meters)     823.18  (feet)  COMP
 GB0734  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 GB0734
 GB0734  VERT ORDER  -  SECOND    CLASS 0
 GB0734
 GB0734.The horizontal coordinates were scaled from a topographic map and have
 GB0734.an estimated accuracy of +/- 6 seconds.
 GB0734
 GB0734.The orthometric height was determined by differential leveling
 GB0734.and adjusted by the National Geodetic Survey in June 1991..
 GB0734
 GB0734.The geoid height was determined by GEOID03.
 GB0734
 GB0734.The dynamic height is computed by dividing the NAVD 88
 GB0734.geopotential number by the normal gravity value computed on the
 GB0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0734.degrees latitude (g = 980.6199 gals.).
 GB0734
 GB0734.The modeled gravity was interpolated from observed gravity values.
 GB0734
 GB0734;                    North         East    Units  Estimated Accuracy
 GB0734;SPC TN       -   193,070.      759,180.      MT  (+/- 180 meters Scaled)
 GB0734
 GB0734                          SUPERSEDED SURVEY CONTROL
 GB0734
 GB0734  NGVD 29 (??/??/92)  251.271  (m)          824.38   (f) ADJ UNCH    2 0
 GB0734
 GB0734.Superseded values are not recommended for survey control.
 GB0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0734.See file dsdata.txt to determine how the superseded data were derived.
 GB0734
 GB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE492942(NAD 83)
 GB0734_MARKER: DD = SURVEY DISK
 GB0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0734_SP_SET: CULVERT
 GB0734_STAMPING: 61-5 1965
 GB0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0734
 GB0734  HISTORY     - Date     Condition        Report By
 GB0734  HISTORY     - 1965     MONUMENTED       TNHD
 GB0734
 GB0734                          STATION DESCRIPTION
 GB0734
 GB0734'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0734'8.5 MI E FROM OLIVER SPRINGS.
 GB0734'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 8.5 MILES EASTERLY ON
 GB0734'STATE ROUTE 61 TO THE MARK ON THE LEFT, 20 FEET NORTHWEST OF
 GB0734'THE APPROXIMATE CENTER OF STATE ROUTE 61 AND 16 FEET NORTHEAST
 GB0734'OF A SMALL GRAVELED ROAD LEADING NORTHERLY.  THE MARK IS A
 GB0734'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE
 GB0734'NORTHEAST END OF A 1 FOOT CONCRETE PIPE CULVERT.  THE DISK IS
 GB0734'STAMPED 61-5 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0739 ***********************************************************************
 GB0739  DESIGNATION -  61 6
 GB0739  PID         -  GB0739
 GB0739  STATE/COUNTY-  TN/ANDERSON
 GB0739  USGS QUAD   -  WINDROCK (1975)
 GB0739
 GB0739                         *CURRENT SURVEY CONTROL
 GB0739  ___________________________________________________________________
 GB0739* NAD 83(1986)-  36 02 00.     (N)    084 16 05.     (W)     SCALED    
 GB0739* NAVD 88     -       243.147  (meters)     797.72   (feet)  ADJUSTED  
 GB0739  ___________________________________________________________________
 GB0739  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0739  DYNAMIC HT  -         242.924 (meters)     796.99  (feet)  COMP
 GB0739  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 GB0739
 GB0739  VERT ORDER  -  SECOND    CLASS 0
 GB0739
 GB0739.The horizontal coordinates were scaled from a topographic map and have
 GB0739.an estimated accuracy of +/- 6 seconds.
 GB0739
 GB0739.The orthometric height was determined by differential leveling
 GB0739.and adjusted by the National Geodetic Survey in June 1991..
 GB0739
 GB0739.The geoid height was determined by GEOID03.
 GB0739
 GB0739.The dynamic height is computed by dividing the NAVD 88
 GB0739.geopotential number by the normal gravity value computed on the
 GB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0739.degrees latitude (g = 980.6199 gals.).
 GB0739
 GB0739.The modeled gravity was interpolated from observed gravity values.
 GB0739
 GB0739;                    North         East    Units  Estimated Accuracy
 GB0739;SPC TN       -   190,000.      756,080.      MT  (+/- 180 meters Scaled)
 GB0739
 GB0739                          SUPERSEDED SURVEY CONTROL
 GB0739
 GB0739  NGVD 29 (??/??/92)  243.281  (m)          798.16   (f) ADJ UNCH    2 0
 GB0739
 GB0739.Superseded values are not recommended for survey control.
 GB0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0739.See file dsdata.txt to determine how the superseded data were derived.
 GB0739
 GB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE461910(NAD 83)
 GB0739_MARKER: DD = SURVEY DISK
 GB0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0739_SP_SET: CULVERT
 GB0739_STAMPING: 61-6 1965
 GB0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0739
 GB0739  HISTORY     - Date     Condition        Report By
 GB0739  HISTORY     - 1965     MONUMENTED       TNHD
 GB0739
 GB0739                          STATION DESCRIPTION
 GB0739
 GB0739'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0739'5.8 MI E FROM OLIVER SPRINGS.
 GB0739'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 5.8 MILES EASTERLY ON STATE
 GB0739'ROUTE 61 TO THE MARK ON THE LEFT, 25 FEET NORTHWEST OF THE
 GB0739'APPROXIMATE CENTER OF STATE ROUTE 61 AND 16 FEET SOUTHWEST OF THE
 GB0739'APPROXIMATE CENTER OF A GRAVELED ROAD LEADING NORTHWEST.  THE
 GB0739'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0739'TOP OF THE SOUTHWEST END OF A 1 FOOT CONCRETE PIPE CULVERT.  THE
 GB0739'DISK IS STAMPED 61-6 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0744 ***********************************************************************
 GB0744  DESIGNATION -  61 7
 GB0744  PID         -  GB0744
 GB0744  STATE/COUNTY-  TN/ANDERSON
 GB0744  USGS QUAD   -  WINDROCK (1975)
 GB0744
 GB0744                         *CURRENT SURVEY CONTROL
 GB0744  ___________________________________________________________________
 GB0744* NAD 83(1986)-  36 01 12.     (N)    084 18 31.     (W)     SCALED    
 GB0744* NAVD 88     -       235.685  (meters)     773.24   (feet)  ADJUSTED  
 GB0744  ___________________________________________________________________
 GB0744  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB0744  DYNAMIC HT  -         235.471 (meters)     772.54  (feet)  COMP
 GB0744  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GB0744
 GB0744  VERT ORDER  -  SECOND    CLASS 0
 GB0744
 GB0744.The horizontal coordinates were scaled from a topographic map and have
 GB0744.an estimated accuracy of +/- 6 seconds.
 GB0744
 GB0744.The orthometric height was determined by differential leveling
 GB0744.and adjusted by the National Geodetic Survey in June 1991..
 GB0744
 GB0744.The geoid height was determined by GEOID03.
 GB0744
 GB0744.The dynamic height is computed by dividing the NAVD 88
 GB0744.geopotential number by the normal gravity value computed on the
 GB0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0744.degrees latitude (g = 980.6199 gals.).
 GB0744
 GB0744.The modeled gravity was interpolated from observed gravity values.
 GB0744
 GB0744;                    North         East    Units  Estimated Accuracy
 GB0744;SPC TN       -   188,450.      752,450.      MT  (+/- 180 meters Scaled)
 GB0744
 GB0744                          SUPERSEDED SURVEY CONTROL
 GB0744
 GB0744  NGVD 29 (??/??/92)  235.819  (m)          773.68   (f) ADJ UNCH    2 0
 GB0744
 GB0744.Superseded values are not recommended for survey control.
 GB0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0744.See file dsdata.txt to determine how the superseded data were derived.
 GB0744
 GB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE425895(NAD 83)
 GB0744_MARKER: DD = SURVEY DISK
 GB0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0744_SP_SET: CULVERT
 GB0744_STAMPING: 61-7 1965
 GB0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0744
 GB0744  HISTORY     - Date     Condition        Report By
 GB0744  HISTORY     - 1965     MONUMENTED       TNHD
 GB0744
 GB0744                          STATION DESCRIPTION
 GB0744
 GB0744'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0744'2.7 MI E FROM OLIVER SPRINGS.
 GB0744'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 2.7 MILES EASTERLY
 GB0744'ON STATE ROUTE 61 TO THE MARK ON THE LEFT, 64 FEET NORTHEAST
 GB0744'OF THE APPROXIMATE CENTER OF THE MEDIAN STRIP OF STATE ROUTE 61.
 GB0744'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0744'IN THE TOP OF THE EAST END OF A 1 FOOT CONCRETE PIPE CULVERT,
 GB0744'APPROXIMATELY 2 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0744'DISK IS STAMPED 61-7 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0745 ***********************************************************************
 GB0745  DESIGNATION -  61 8
 GB0745  PID         -  GB0745
 GB0745  STATE/COUNTY-  TN/ANDERSON
 GB0745  USGS QUAD   -  WINDROCK (1975)
 GB0745
 GB0745                         *CURRENT SURVEY CONTROL
 GB0745  ___________________________________________________________________
 GB0745* NAD 83(1986)-  36 01 44.     (N)    084 19 08.     (W)     SCALED    
 GB0745* NAVD 88     -       241.007  (meters)     790.70   (feet)  ADJUSTED  
 GB0745  ___________________________________________________________________
 GB0745  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0745  DYNAMIC HT  -         240.788 (meters)     789.99  (feet)  COMP
 GB0745  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0745
 GB0745  VERT ORDER  -  SECOND    CLASS 0
 GB0745
 GB0745.The horizontal coordinates were scaled from a topographic map and have
 GB0745.an estimated accuracy of +/- 6 seconds.
 GB0745
 GB0745.The orthometric height was determined by differential leveling
 GB0745.and adjusted by the National Geodetic Survey in June 1991..
 GB0745
 GB0745.The geoid height was determined by GEOID03.
 GB0745
 GB0745.The dynamic height is computed by dividing the NAVD 88
 GB0745.geopotential number by the normal gravity value computed on the
 GB0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0745.degrees latitude (g = 980.6199 gals.).
 GB0745
 GB0745.The modeled gravity was interpolated from observed gravity values.
 GB0745
 GB0745;                    North         East    Units  Estimated Accuracy
 GB0745;SPC TN       -   189,420.      751,510.      MT  (+/- 180 meters Scaled)
 GB0745
 GB0745                          SUPERSEDED SURVEY CONTROL
 GB0745
 GB0745  NGVD 29 (??/??/92)  241.139  (m)          791.14   (f) ADJ UNCH    2 0
 GB0745
 GB0745.Superseded values are not recommended for survey control.
 GB0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0745.See file dsdata.txt to determine how the superseded data were derived.
 GB0745
 GB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE415904(NAD 83)
 GB0745_MARKER: DD = SURVEY DISK
 GB0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0745_SP_SET: HEADWALL
 GB0745_STAMPING: 61-8 1965
 GB0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0745
 GB0745  HISTORY     - Date     Condition        Report By
 GB0745  HISTORY     - 1965     MONUMENTED       TNHD
 GB0745
 GB0745                          STATION DESCRIPTION
 GB0745
 GB0745'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0745'1.8 MI E FROM OLIVER SPRINGS.
 GB0745'FROM THE POST OFFICE IN OLIVER SPRINGS GO 1.8 MILE EASTERLY ON
 GB0745'STATE ROUTE 61 TO A SMALL BRIDGE AND THE MARK ON THE LEFT, 11
 GB0745'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 61 AND 76
 GB0745'FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING NORTH.
 GB0745'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0745'DRILLED HOLE IN THE NORTH HEADWALL 5 FEET FROM THE WEST END.  THE
 GB0745'DISK IS STAMPED 61-8 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0746 ***********************************************************************
 GB0746  DESIGNATION -  61 9
 GB0746  PID         -  GB0746
 GB0746  STATE/COUNTY-  TN/ANDERSON
 GB0746  USGS QUAD   -  WINDROCK (1975)
 GB0746
 GB0746                         *CURRENT SURVEY CONTROL
 GB0746  ___________________________________________________________________
 GB0746* NAD 83(1986)-  36 02 12.     (N)    084 19 56.     (W)     SCALED    
 GB0746* NAVD 88     -       256.583  (meters)     841.81   (feet)  ADJUSTED  
 GB0746  ___________________________________________________________________
 GB0746  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0746  DYNAMIC HT  -         256.350 (meters)     841.04  (feet)  COMP
 GB0746  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GB0746
 GB0746  VERT ORDER  -  SECOND    CLASS 0
 GB0746
 GB0746.The horizontal coordinates were scaled from a topographic map and have
 GB0746.an estimated accuracy of +/- 6 seconds.
 GB0746
 GB0746.The orthometric height was determined by differential leveling
 GB0746.and adjusted by the National Geodetic Survey in June 1991..
 GB0746
 GB0746.The geoid height was determined by GEOID03.
 GB0746
 GB0746.The dynamic height is computed by dividing the NAVD 88
 GB0746.geopotential number by the normal gravity value computed on the
 GB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0746.degrees latitude (g = 980.6199 gals.).
 GB0746
 GB0746.The modeled gravity was interpolated from observed gravity values.
 GB0746
 GB0746;                    North         East    Units  Estimated Accuracy
 GB0746;SPC TN       -   190,260.      750,290.      MT  (+/- 180 meters Scaled)
 GB0746
 GB0746                          SUPERSEDED SURVEY CONTROL
 GB0746
 GB0746  NGVD 29 (??/??/92)  256.713  (m)          842.23   (f) ADJ UNCH    2 0
 GB0746
 GB0746.Superseded values are not recommended for survey control.
 GB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0746.See file dsdata.txt to determine how the superseded data were derived.
 GB0746
 GB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE403913(NAD 83)
 GB0746_MARKER: DD = SURVEY DISK
 GB0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0746_SP_SET: CULVERT
 GB0746_STAMPING: 61-9 1965
 GB0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0746
 GB0746  HISTORY     - Date     Condition        Report By
 GB0746  HISTORY     - 1965     MONUMENTED       TNHD
 GB0746
 GB0746                          STATION DESCRIPTION
 GB0746
 GB0746'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0746'0.8 MI E FROM OLIVER SPRINGS.
 GB0746'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 0.8 MILE EASTERLY ON
 GB0746'STATE ROUTE 61 TO THE MARK ON THE LEFT, 65 FEET NORTHEAST OF THE
 GB0746'APPROXIMATE CENTER OF THE MEDIAN STRIP OF STATE ROUTE 61, SET
 GB0746'IN THE TOP OF A 5 FOOT PIPE CONCRETE CULVERT, WITH A 31 FOOT
 GB0746'HEAD WALL, 17 FEET FROM THE NORTHWEST END.  IT IS A STANDARD
 GB0746'TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED 61-9 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0232 ***********************************************************************
 GC0232  DESIGNATION -  61 J
 GC0232  PID         -  GC0232
 GC0232  STATE/COUNTY-  TN/DE KALB
 GC0232  USGS QUAD   -  ALEXANDRIA (1983)
 GC0232
 GC0232                         *CURRENT SURVEY CONTROL
 GC0232  ___________________________________________________________________
 GC0232* NAD 83(1986)-  36 02 00.     (N)    086 00 39.     (W)     SCALED    
 GC0232* NAVD 88     -       231.327  (meters)     758.95   (feet)  ADJUSTED  
 GC0232  ___________________________________________________________________
 GC0232  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0232  DYNAMIC HT  -         231.125 (meters)     758.28  (feet)  COMP
 GC0232  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GC0232
 GC0232  VERT ORDER  -  SECOND    CLASS 0
 GC0232
 GC0232.The horizontal coordinates were scaled from a topographic map and have
 GC0232.an estimated accuracy of +/- 6 seconds.
 GC0232
 GC0232.The orthometric height was determined by differential leveling
 GC0232.and adjusted by the National Geodetic Survey in June 1991..
 GC0232
 GC0232.The geoid height was determined by GEOID03.
 GC0232
 GC0232.The dynamic height is computed by dividing the NAVD 88
 GC0232.geopotential number by the normal gravity value computed on the
 GC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0232.degrees latitude (g = 980.6199 gals.).
 GC0232
 GC0232.The modeled gravity was interpolated from observed gravity values.
 GC0232
 GC0232;                    North         East    Units  Estimated Accuracy
 GC0232;SPC TN       -   188,610.      599,020.      MT  (+/- 180 meters Scaled)
 GC0232
 GC0232                          SUPERSEDED SURVEY CONTROL
 GC0232
 GC0232  NGVD 29 (??/??/92)  231.374  (m)          759.10   (f) ADJ UNCH    2 0
 GC0232
 GC0232.Superseded values are not recommended for survey control.
 GC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0232.See file dsdata.txt to determine how the superseded data were derived.
 GC0232
 GC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE891880(NAD 83)
 GC0232_MARKER: DD = SURVEY DISK
 GC0232_SETTING: 80 = SET IN A BOULDER
 GC0232_SP_SET: BOULDER
 GC0232_STAMPING: 61 J
 GC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0232+STABILITY: SURFACE MOTION
 GC0232
 GC0232  HISTORY     - Date     Condition        Report By
 GC0232  HISTORY     - UNK      MONUMENTED       USGS
 GC0232  HISTORY     - 1954     MARK NOT FOUND   NGS
 GC0232
 GC0232                          STATION DESCRIPTION
 GC0232
 GC0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0232'3.8 MI NW FROM LIBERTY.
 GC0232'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 GC0232'AT LIBERTY, DE KALB COUNTY, 3.5 MILES EAST OF THE POST OFFICE AT
 GC0232'ALEXANDRIA, 59 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0232'HOME OF W.M HERMAN IN 1935, 47 FEET NORTHEAST OF THE NORTHEAST
 GC0232'CORNER OF A LARGE BARN WITH A TIN ROOF, 20 FEET EAST OF THE
 GC0232'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND
 GC0232'ABOUT 2 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 GC0232'SURVEY STANDARD DISK, STAMPED 61 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0365 ***********************************************************************
 GC0365  DESIGNATION -  61 T
 GC0365  PID         -  GC0365
 GC0365  STATE/COUNTY-  TN/WILSON
 GC0365  USGS QUAD   -  HERMITAGE (1983)
 GC0365
 GC0365                         *CURRENT SURVEY CONTROL
 GC0365  ___________________________________________________________________
 GC0365* NAD 83(1986)-  36 12 15.     (N)    086 33 14.     (W)     SCALED    
 GC0365* NAVD 88     -       155.220  (meters)     509.25   (feet)  ADJUSTED  
 GC0365  ___________________________________________________________________
 GC0365  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0365  DYNAMIC HT  -         155.089 (meters)     508.82  (feet)  COMP
 GC0365  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GC0365
 GC0365  VERT ORDER  -  SECOND    CLASS 0
 GC0365
 GC0365.The horizontal coordinates were scaled from a topographic map and have
 GC0365.an estimated accuracy of +/- 6 seconds.
 GC0365
 GC0365.The orthometric height was determined by differential leveling
 GC0365.and adjusted by the National Geodetic Survey in June 1991..
 GC0365
 GC0365.The geoid height was determined by GEOID03.
 GC0365
 GC0365.The dynamic height is computed by dividing the NAVD 88
 GC0365.geopotential number by the normal gravity value computed on the
 GC0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0365.degrees latitude (g = 980.6199 gals.).
 GC0365
 GC0365.The modeled gravity was interpolated from observed gravity values.
 GC0365
 GC0365;                    North         East    Units  Estimated Accuracy
 GC0365;SPC TN       -   207,710.      550,190.      MT  (+/- 180 meters Scaled)
 GC0365
 GC0365                          SUPERSEDED SURVEY CONTROL
 GC0365
 GC0365  NGVD 29 (??/??/92)  155.270  (m)          509.42   (f) ADJ UNCH    2 0
 GC0365
 GC0365.Superseded values are not recommended for survey control.
 GC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0365.See file dsdata.txt to determine how the superseded data were derived.
 GC0365
 GC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF401066(NAD 83)
 GC0365_MARKER: DB = BENCH MARK DISK
 GC0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0365_STAMPING: 61 T
 GC0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0365+STABILITY: SURFACE MOTION
 GC0365
 GC0365  HISTORY     - Date     Condition        Report By
 GC0365  HISTORY     - UNK      MONUMENTED       USGS
 GC0365  HISTORY     - 1935     GOOD             NGS
 GC0365
 GC0365                          STATION DESCRIPTION
 GC0365
 GC0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0365'2.1 MI W FROM MOUNT JULIET.
 GC0365'2.1 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0365'AT MOUNT JULIET, WILSON COUNTY, 60 YARDS SOUTH OF THE TRACK, 24
 GC0365'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 17 FEET SOUTH OF THE
 GC0365'SOUTH RAIL OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0365'AND 1 FOOT LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 GC0365'STANDARD DISK, STAMPED 61 T AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0605 ***********************************************************************
 GB0605  DESIGNATION -  615
 GB0605  PID         -  GB0605
 GB0605  STATE/COUNTY-  TN/CAMPBELL
 GB0605  USGS QUAD   -  JACKSBORO (1991)
 GB0605
 GB0605                         *CURRENT SURVEY CONTROL
 GB0605  ___________________________________________________________________
 GB0605* NAD 83(1986)-  36 22 22.     (N)    084 07 54.     (W)     SCALED    
 GB0605* NAVD 88     -       354.203  (meters)    1162.08   (feet)  ADJUSTED  
 GB0605  ___________________________________________________________________
 GB0605  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0605  DYNAMIC HT  -         353.887 (meters)    1161.04  (feet)  COMP
 GB0605  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 GB0605
 GB0605  VERT ORDER  -  SECOND    CLASS 0
 GB0605
 GB0605.The horizontal coordinates were scaled from a topographic map and have
 GB0605.an estimated accuracy of +/- 6 seconds.
 GB0605
 GB0605.The orthometric height was determined by differential leveling
 GB0605.and adjusted by the National Geodetic Survey in June 1991..
 GB0605.WARNING-Repeat measurements at this control monument indicate possible
 GB0605.vertical movement.
 GB0605
 GB0605.The geoid height was determined by GEOID03.
 GB0605
 GB0605.The dynamic height is computed by dividing the NAVD 88
 GB0605.geopotential number by the normal gravity value computed on the
 GB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0605.degrees latitude (g = 980.6199 gals.).
 GB0605
 GB0605.The modeled gravity was interpolated from observed gravity values.
 GB0605
 GB0605;                    North         East    Units  Estimated Accuracy
 GB0605;SPC TN       -   227,880.      767,650.      MT  (+/- 180 meters Scaled)
 GB0605
 GB0605                          SUPERSEDED SURVEY CONTROL
 GB0605
 GB0605  NGVD 29 (??/??/92)  354.303  (m)         1162.41   (f) ADJ UNCH    2 0
 GB0605
 GB0605.Superseded values are not recommended for survey control.
 GB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0605.See file dsdata.txt to determine how the superseded data were derived.
 GB0605
 GB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF573291(NAD 83)
 GB0605_MARKER: DD = SURVEY DISK
 GB0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0605_STAMPING: 615
 GB0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0605+STABILITY: SURFACE MOTION
 GB0605
 GB0605  HISTORY     - Date     Condition        Report By
 GB0605  HISTORY     - UNK      MONUMENTED       TNGS
 GB0605  HISTORY     - 1949     GOOD             NGS
 GB0605  HISTORY     - 1973     GOOD             TVA
 GB0605
 GB0605                          STATION DESCRIPTION
 GB0605
 GB0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0605'AT LA FOLLETTE.
 GB0605'AT LA FOLLETTE, CAMPBELL COUNTY, ON STATE HIGHWAY 63, 0.8 MILE
 GB0605'SOUTHWEST OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 0.9
 GB0605'MILE SOUTHWEST OF THE CROSSING OF TENNESSEE STREET AND CENTRAL
 GB0605'AVENUE, AT THE MIDDLE OF CENTRAL AVENUE, OPPOSITE THE MILLARD
 GB0605'MYER RESIDENCE (THE LAST HOUSE AT THE NORTHWEST SIDE OF THE
 GB0605'THIRD BLOCK PAST THE L. AND N.R.R.), AND NEAR A LARGE WATER OAK
 GB0605'TREE.  A STATE SURVEY STANDARD DISK, STAMPED 615 AND SET IN THE
 GB0605'TOP OF A CONCRETE POST.
 GB0605
 GB0605                          STATION RECOVERY (1973)
 GB0605
 GB0605'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0057 ***********************************************************************
 FD0057  DESIGNATION -  617
 FD0057  PID         -  FD0057
 FD0057  STATE/COUNTY-  TN/RUTHERFORD
 FD0057  USGS QUAD   -  MURFREESBORO (1983)
 FD0057
 FD0057                         *CURRENT SURVEY CONTROL
 FD0057  ___________________________________________________________________
 FD0057* NAD 83(1986)-  35 50 46.     (N)    086 23 32.     (W)     SCALED    
 FD0057* NAVD 88     -       188.459  (meters)     618.30   (feet)  ADJUSTED  
 FD0057  ___________________________________________________________________
 FD0057  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0057  DYNAMIC HT  -         188.294 (meters)     617.76  (feet)  COMP
 FD0057  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 FD0057
 FD0057  VERT ORDER  -  FIRST     CLASS II
 FD0057
 FD0057.The horizontal coordinates were scaled from a topographic map and have
 FD0057.an estimated accuracy of +/- 6 seconds.
 FD0057
 FD0057.The orthometric height was determined by differential leveling
 FD0057.and adjusted by the National Geodetic Survey in June 1991..
 FD0057
 FD0057.The geoid height was determined by GEOID03.
 FD0057
 FD0057.The dynamic height is computed by dividing the NAVD 88
 FD0057.geopotential number by the normal gravity value computed on the
 FD0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0057.degrees latitude (g = 980.6199 gals.).
 FD0057
 FD0057.The modeled gravity was interpolated from observed gravity values.
 FD0057
 FD0057;                    North         East    Units  Estimated Accuracy
 FD0057;SPC TN       -   167,910.      564,570.      MT  (+/- 180 meters Scaled)
 FD0057
 FD0057                          SUPERSEDED SURVEY CONTROL
 FD0057
 FD0057  NGVD 29 (??/??/92)  188.469  (m)          618.34   (f) ADJ UNCH    1 2
 FD0057
 FD0057.Superseded values are not recommended for survey control.
 FD0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0057.See file dsdata.txt to determine how the superseded data were derived.
 FD0057
 FD0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE548670(NAD 83)
 FD0057_MARKER: DD = SURVEY DISK
 FD0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0057_SP_SET: BUILDING
 FD0057_STAMPING: 617
 FD0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0057
 FD0057  HISTORY     - Date     Condition        Report By
 FD0057  HISTORY     - UNK      MONUMENTED       USGS
 FD0057  HISTORY     - 1949     GOOD             NGS
 FD0057
 FD0057                          STATION DESCRIPTION
 FD0057
 FD0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0057'AT MURFREESBORO.
 FD0057'AT MURFREESBORO, SET VERTICALLY IN THE WEST FACE OF THE TOP CORNER
 FD0057'STONE AT THE NORTHWEST CORNER OF THE COUNTY COURT HOUSE, 1/2 FOOT
 FD0057'SOUTH OF THE NORTHWEST CORNER AND 2.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0619 ***********************************************************************
 GB0619  DESIGNATION -  618
 GB0619  PID         -  GB0619
 GB0619  STATE/COUNTY-  TN/CAMPBELL
 GB0619  USGS QUAD   -  LA FOLLETTE (1990)
 GB0619
 GB0619                         *CURRENT SURVEY CONTROL
 GB0619  ___________________________________________________________________
 GB0619* NAD 83(1986)-  36 24 22.     (N)    084 03 39.     (W)     SCALED    
 GB0619* NAVD 88     -       369.905  (meters)    1213.60   (feet)  ADJUSTED  
 GB0619  ___________________________________________________________________
 GB0619  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB0619  DYNAMIC HT  -         369.571 (meters)    1212.50  (feet)  COMP
 GB0619  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 GB0619
 GB0619  VERT ORDER  -  SECOND    CLASS 0
 GB0619
 GB0619.The horizontal coordinates were scaled from a topographic map and have
 GB0619.an estimated accuracy of +/- 6 seconds.
 GB0619
 GB0619.The orthometric height was determined by differential leveling
 GB0619.and adjusted by the National Geodetic Survey in June 1991..
 GB0619
 GB0619.The geoid height was determined by GEOID03.
 GB0619
 GB0619.The dynamic height is computed by dividing the NAVD 88
 GB0619.geopotential number by the normal gravity value computed on the
 GB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0619.degrees latitude (g = 980.6199 gals.).
 GB0619
 GB0619.The modeled gravity was interpolated from observed gravity values.
 GB0619
 GB0619;                    North         East    Units  Estimated Accuracy
 GB0619;SPC TN       -   231,700.      773,930.      MT  (+/- 180 meters Scaled)
 GB0619
 GB0619                          SUPERSEDED SURVEY CONTROL
 GB0619
 GB0619  NGVD 29 (??/??/92)  370.021  (m)         1213.98   (f) ADJ UNCH    2 0
 GB0619
 GB0619.Superseded values are not recommended for survey control.
 GB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0619.See file dsdata.txt to determine how the superseded data were derived.
 GB0619
 GB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF635330(NAD 83)
 GB0619_MARKER: DD = SURVEY DISK
 GB0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0619_STAMPING: 618
 GB0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0619+STABILITY: SURFACE MOTION
 GB0619
 GB0619  HISTORY     - Date     Condition        Report By
 GB0619  HISTORY     - UNK      MONUMENTED       TNGS
 GB0619  HISTORY     - 1949     GOOD             NGS
 GB0619
 GB0619                          STATION DESCRIPTION
 GB0619
 GB0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0619'4.6 MI E FROM LA FOLLETTE.
 GB0619'4.6 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0619'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 540
 GB0619'FEET SOUTH OF THE HIGHWAY, ON A NARROW LANE, AT THE TOP OF A
 GB0619'RIDGE, AT THE SOUTH SIDE OF THE FENCE LINE BETWEEN THE PROPERTIES
 GB0619'OF DR. PHETRIDGE AND ERNEST ST. JOHN, AND ABOUT 60 FEET HIGHER
 GB0619'THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 618 AND
 GB0619'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0622 ***********************************************************************
 GB0622  DESIGNATION -  619
 GB0622  PID         -  GB0622
 GB0622  STATE/COUNTY-  TN/CAMPBELL
 GB0622  USGS QUAD   -  LA FOLLETTE (1990)
 GB0622
 GB0622                         *CURRENT SURVEY CONTROL
 GB0622  ___________________________________________________________________
 GB0622* NAD 83(1986)-  36 25 07.     (N)    084 01 41.     (W)     SCALED    
 GB0622* NAVD 88     -       346.025  (meters)    1135.25   (feet)  ADJUSTED  
 GB0622  ___________________________________________________________________
 GB0622  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0622  DYNAMIC HT  -         345.711 (meters)    1134.22  (feet)  COMP
 GB0622  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 GB0622
 GB0622  VERT ORDER  -  SECOND    CLASS 0
 GB0622
 GB0622.The horizontal coordinates were scaled from a topographic map and have
 GB0622.an estimated accuracy of +/- 6 seconds.
 GB0622
 GB0622.The orthometric height was determined by differential leveling
 GB0622.and adjusted by the National Geodetic Survey in June 1991..
 GB0622
 GB0622.The geoid height was determined by GEOID03.
 GB0622
 GB0622.The dynamic height is computed by dividing the NAVD 88
 GB0622.geopotential number by the normal gravity value computed on the
 GB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0622.degrees latitude (g = 980.6199 gals.).
 GB0622
 GB0622.The modeled gravity was interpolated from observed gravity values.
 GB0622
 GB0622;                    North         East    Units  Estimated Accuracy
 GB0622;SPC TN       -   233,150.      776,840.      MT  (+/- 180 meters Scaled)
 GB0622
 GB0622                          SUPERSEDED SURVEY CONTROL
 GB0622
 GB0622  NGVD 29 (??/??/92)  346.153  (m)         1135.67   (f) ADJ UNCH    2 0
 GB0622
 GB0622.Superseded values are not recommended for survey control.
 GB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0622.See file dsdata.txt to determine how the superseded data were derived.
 GB0622
 GB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF664344(NAD 83)
 GB0622_MARKER: DD = SURVEY DISK
 GB0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0622_STAMPING: 619
 GB0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0622+STABILITY: SURFACE MOTION
 GB0622
 GB0622  HISTORY     - Date     Condition        Report By
 GB0622  HISTORY     - UNK      MONUMENTED       TNGS
 GB0622  HISTORY     - 1949     GOOD             NGS
 GB0622  HISTORY     - 1965     GOOD             NGS
 GB0622
 GB0622                          STATION DESCRIPTION
 GB0622
 GB0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0622'6.6 MI E FROM LA FOLLETTE.
 GB0622'6.6 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0622'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 175
 GB0622'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE VALLEY VIEW SCHOOL,
 GB0622'125 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5
 GB0622'FEET NORTHEAST OF THE SOUTHWEST FENCE OF THE SCHOOL PROPERTY.
 GB0622'A STATE SURVEY STANDARD DISK, STAMPED 619 AND SET IN THE TOP OF A
 GB0622'CONCRETE POST.
 GB0622
 GB0622                          STATION RECOVERY (1965)
 GB0622
 GB0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2595 ***********************************************************************
 AJ2595  DESIGNATION -  62
 AJ2595  PID         -  AJ2595
 AJ2595  STATE/COUNTY-  TN/SHELBY
 AJ2595  USGS QUAD   -  ELLENDALE (1993)
 AJ2595
 AJ2595                         *CURRENT SURVEY CONTROL
 AJ2595  ___________________________________________________________________
 AJ2595* NAD 83(1995)-  35 13 50.45970(N)    089 49 48.31997(W)     ADJUSTED  
 AJ2595* NAVD 88     -        94.67   (meters)     310.6    (feet)  LEVELING  
 AJ2595  ___________________________________________________________________
 AJ2595  X           -      15,467.359 (meters)                     COMP
 AJ2595  Y           -  -5,215,737.392 (meters)                     COMP
 AJ2595  Z           -   3,658,840.372 (meters)                     COMP
 AJ2595  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AJ2595  ELLIP HEIGHT-          67.30  (meters)          (04/26/01) GPS OBS
 AJ2595  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2595
 AJ2595  HORZ ORDER  -  FIRST
 AJ2595  VERT ORDER  -  THIRD ?
 AJ2595  ELLP ORDER  -  FOURTH    CLASS I
 AJ2595
 AJ2595.The horizontal coordinates were established by GPS observations
 AJ2595.and adjusted by the National Geodetic Survey in April 2001..
 AJ2595
 AJ2595.The orthometric height was determined by differential leveling.
 AJ2595.The vertical network tie was performed by a horz. field party for horz.
 AJ2595.obs reductions. Reset procedures were used to establish the elevation.
 AJ2595
 AJ2595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2595
 AJ2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2595
 AJ2595.The ellipsoidal height was determined by GPS observations
 AJ2595.and is referenced to NAD 83.
 AJ2595
 AJ2595.The geoid height was determined by GEOID03.
 AJ2595
 AJ2595;                    North         East     Units Scale Factor Converg.
 AJ2595;SPC TN       -   106,383.005   251,430.078   MT  1.00000347   -2 14 32.2
 AJ2595;SPC TN       -   349,024.91    824,900.18   sFT  1.00000347   -2 14 32.2
 AJ2595;UTM  16      - 3,902,296.661   242,441.261   MT  1.00041761   -1 38 00.6
 AJ2595
 AJ2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2595!SPC TN       -   0.99998944  x   1.00000347  =   0.99999291
 AJ2595!UTM  16      -   0.99998944  x   1.00041761  =   1.00040704
 AJ2595
 AJ2595                          SUPERSEDED SURVEY CONTROL
 AJ2595
 AJ2595.No superseded survey control is available for this station.
 AJ2595
 AJ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4244102297(NAD 83)
 AJ2595_MARKER: DD = SURVEY DISK
 AJ2595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2595+WITH SETTING: INFORMATION.
 AJ2595_STAMPING: 062
 AJ2595_MARK LOGO: MLGW  
 AJ2595_PROJECTION: FLUSH
 AJ2595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2595+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AJ2595_ROD/PIPE-DEPTH:  0.8 meters
 AJ2595
 AJ2595  HISTORY     - Date     Condition        Report By
 AJ2595  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2595  HISTORY     - 20030423 GOOD             TN1620
 AJ2595
 AJ2595                          STATION DESCRIPTION
 AJ2595
 AJ2595'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2595'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY IN THE
 AJ2595'CITY OF BARTLETT TENNESSEE.
 AJ2595'TO REACH THE STATION FROM THE INTERSECTION OF KIRBY-WHITTEN PARKWAY
 AJ2595'AND ST.  ELMO ROAD, PROCEED EAST ON ST.  ELMO APPROXIMATELY 0.40 MILE
 AJ2595'(0.64 KM) TO THE STATION ON THE LEFT.
 AJ2595'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2595'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2595'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE CENTER OF THE
 AJ2595'GRASS MEDIAN IN THE CENTER OF ST.  ELMO ROAD, 237.00 FEET (72.24 M)
 AJ2595'WEST OF THE CENTERLINE OF LUTHER STREET, 7.00 FEET (2.13 M) SOUTH OF
 AJ2595'THE NORTH CURBLINE OF MEDIAN, 7.00 FEET (2.13 M) NORTH OF THE SOUTH
 AJ2595'CURBLINE OF MEDIAN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2595'GROUND.
 AJ2595
 AJ2595                          STATION RECOVERY (2003)
 AJ2595
 AJ2595'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (EM)
 AJ2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0623 ***********************************************************************
 GB0623  DESIGNATION -  620
 GB0623  PID         -  GB0623
 GB0623  STATE/COUNTY-  TN/CAMPBELL
 GB0623  USGS QUAD   -  LA FOLLETTE (1990)
 GB0623
 GB0623                         *CURRENT SURVEY CONTROL
 GB0623  ___________________________________________________________________
 GB0623* NAD 83(1986)-  36 25 32.     (N)    084 00 29.     (W)     SCALED    
 GB0623* NAVD 88     -       345.661  (meters)    1134.06   (feet)  ADJUSTED  
 GB0623  ___________________________________________________________________
 GB0623  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0623  DYNAMIC HT  -         345.349 (meters)    1133.03  (feet)  COMP
 GB0623  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 GB0623
 GB0623  VERT ORDER  -  SECOND    CLASS 0
 GB0623
 GB0623.The horizontal coordinates were scaled from a topographic map and have
 GB0623.an estimated accuracy of +/- 6 seconds.
 GB0623
 GB0623.The orthometric height was determined by differential leveling
 GB0623.and adjusted by the National Geodetic Survey in June 1991..
 GB0623
 GB0623.The geoid height was determined by GEOID03.
 GB0623
 GB0623.The dynamic height is computed by dividing the NAVD 88
 GB0623.geopotential number by the normal gravity value computed on the
 GB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0623.degrees latitude (g = 980.6199 gals.).
 GB0623
 GB0623.The modeled gravity was interpolated from observed gravity values.
 GB0623
 GB0623;                    North         East    Units  Estimated Accuracy
 GB0623;SPC TN       -   233,950.      778,620.      MT  (+/- 180 meters Scaled)
 GB0623
 GB0623                          SUPERSEDED SURVEY CONTROL
 GB0623
 GB0623  NGVD 29 (??/??/92)  345.788  (m)         1134.47   (f) ADJ UNCH    2 0
 GB0623
 GB0623.Superseded values are not recommended for survey control.
 GB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0623.See file dsdata.txt to determine how the superseded data were derived.
 GB0623
 GB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF682353(NAD 83)
 GB0623_MARKER: DD = SURVEY DISK
 GB0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0623_STAMPING: 620
 GB0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0623+STABILITY: SURFACE MOTION
 GB0623
 GB0623  HISTORY     - Date     Condition        Report By
 GB0623  HISTORY     - UNK      MONUMENTED       TNGS
 GB0623  HISTORY     - 1949     GOOD             NGS
 GB0623  HISTORY     - 1965     GOOD             NGS
 GB0623
 GB0623                          STATION DESCRIPTION
 GB0623
 GB0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0623'7.9 MI E FROM LA FOLLETTE.
 GB0623'7.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0623'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 4.5
 GB0623'MILES WEST OF THE WELL SPRINGS SCHOOL, 2.7 MILES EAST OF THE
 GB0623'MODEL FARM DAIRY AT FINCASTLE, 1.2 MILES EAST OF THE VALLEY
 GB0623'VIEW SCHOOL, 0.2 MILE WEST OF A BARN WITH TRIPLE VENTILATORS,
 GB0623'100 YARDS WEST OF A SMALL FRAME HOUSE, NORTH OF THE HIGHWAY,
 GB0623'OPPOSITE A 30-INCH OAK TREE, 2 FEET SOUTH OF THE FENCE, AND
 GB0623'ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A STATE SURVEY STANDARD
 GB0623'DISK, STAMPED 620 AND SET IN THE TOP OF A CONCRETE POST.
 GB0623
 GB0623                          STATION RECOVERY (1965)
 GB0623
 GB0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0627 ***********************************************************************
 GB0627  DESIGNATION -  621
 GB0627  PID         -  GB0627
 GB0627  STATE/COUNTY-  TN/CAMPBELL
 GB0627  USGS QUAD   -  LA FOLLETTE (1990)
 GB0627
 GB0627                         *CURRENT SURVEY CONTROL
 GB0627  ___________________________________________________________________
 GB0627* NAD 83(1986)-  36 25 41.     (N)    084 00 04.     (W)     SCALED    
 GB0627* NAVD 88     -       341.966  (meters)    1121.93   (feet)  ADJUSTED  
 GB0627  ___________________________________________________________________
 GB0627  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0627  DYNAMIC HT  -         341.657 (meters)    1120.92  (feet)  COMP
 GB0627  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GB0627
 GB0627  VERT ORDER  -  SECOND    CLASS 0
 GB0627
 GB0627.The horizontal coordinates were scaled from a topographic map and have
 GB0627.an estimated accuracy of +/- 6 seconds.
 GB0627
 GB0627.The orthometric height was determined by differential leveling
 GB0627.and adjusted by the National Geodetic Survey in June 1991..
 GB0627
 GB0627.The geoid height was determined by GEOID03.
 GB0627
 GB0627.The dynamic height is computed by dividing the NAVD 88
 GB0627.geopotential number by the normal gravity value computed on the
 GB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0627.degrees latitude (g = 980.6199 gals.).
 GB0627
 GB0627.The modeled gravity was interpolated from observed gravity values.
 GB0627
 GB0627;                    North         East    Units  Estimated Accuracy
 GB0627;SPC TN       -   234,240.      779,240.      MT  (+/- 180 meters Scaled)
 GB0627
 GB0627                          SUPERSEDED SURVEY CONTROL
 GB0627
 GB0627  NGVD 29 (??/??/92)  342.093  (m)         1122.35   (f) ADJ UNCH    2 0
 GB0627
 GB0627.Superseded values are not recommended for survey control.
 GB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0627.See file dsdata.txt to determine how the superseded data were derived.
 GB0627
 GB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688356(NAD 83)
 GB0627_MARKER: DD = SURVEY DISK
 GB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0627_STAMPING: 621
 GB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0627+STABILITY: SURFACE MOTION
 GB0627
 GB0627  HISTORY     - Date     Condition        Report By
 GB0627  HISTORY     - UNK      MONUMENTED       TNGS
 GB0627  HISTORY     - 1949     GOOD             NGS
 GB0627  HISTORY     - 1965     GOOD             NGS
 GB0627
 GB0627                          STATION DESCRIPTION
 GB0627
 GB0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0627'8.2 MI E FROM LA FOLLETTE.
 GB0627'8.2 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0627'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 3.2
 GB0627'MILES EAST OF THE MODEL FARM DAIRY AT FINCASTLE, 2.8 MILES WEST
 GB0627'OF THE WELL SPRINGS SCHOOL, 1.7 MILES EAST OF THE VALLEY VIEW
 GB0627'SCHOOL, AT THE POINT OF A RIDGE, AT A ROAD JUNCTION, 150 FEET
 GB0627'EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH, 125 FEET NORTH
 GB0627'OF THE CENTERLINE OF STATE HIGHWAY 63, 75 FEET NORTH OF A ROCK
 GB0627'WALL, AND 2 FEET EAST OF THE FENCE BETWEEN THE L.C. MULLINS AND
 GB0627'DAN CLAYBURN PROPERTY.  A STATE SURVEY STANDARD DISK, STAMPED
 GB0627'621 AND SET IN THE TOP OF A CONCRETE POST.
 GB0627
 GB0627                          STATION RECOVERY (1965)
 GB0627
 GB0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2321 ***********************************************************************
 GA2321  DESIGNATION -  622
 GA2321  PID         -  GA2321
 GA2321  STATE/COUNTY-  TN/CAMPBELL
 GA2321  USGS QUAD   -  WELL SPRING (1980)
 GA2321
 GA2321                         *CURRENT SURVEY CONTROL
 GA2321  ___________________________________________________________________
 GA2321* NAD 83(1986)-  36 26 07.     (N)    083 58 38.     (W)     SCALED    
 GA2321* NAVD 88     -       317.916  (meters)    1043.03   (feet)  ADJUSTED  
 GA2321  ___________________________________________________________________
 GA2321  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GA2321  DYNAMIC HT  -         317.631 (meters)    1042.09  (feet)  COMP
 GA2321  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GA2321
 GA2321  VERT ORDER  -  SECOND    CLASS 0
 GA2321
 GA2321.The horizontal coordinates were scaled from a topographic map and have
 GA2321.an estimated accuracy of +/- 6 seconds.
 GA2321
 GA2321.The orthometric height was determined by differential leveling
 GA2321.and adjusted by the National Geodetic Survey in June 1991..
 GA2321
 GA2321.The geoid height was determined by GEOID03.
 GA2321
 GA2321.The dynamic height is computed by dividing the NAVD 88
 GA2321.geopotential number by the normal gravity value computed on the
 GA2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2321.degrees latitude (g = 980.6199 gals.).
 GA2321
 GA2321.The modeled gravity was interpolated from observed gravity values.
 GA2321
 GA2321;                    North         East    Units  Estimated Accuracy
 GA2321;SPC TN       -   235,090.      781,360.      MT  (+/- 180 meters Scaled)
 GA2321
 GA2321                          SUPERSEDED SURVEY CONTROL
 GA2321
 GA2321  NGVD 29 (??/??/92)  318.054  (m)         1043.48   (f) ADJ UNCH    2 0
 GA2321
 GA2321.Superseded values are not recommended for survey control.
 GA2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2321.See file dsdata.txt to determine how the superseded data were derived.
 GA2321
 GA2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA331363(NAD 83)
 GA2321_MARKER: DD = SURVEY DISK
 GA2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2321_STAMPING: 622
 GA2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2321+STABILITY: SURFACE MOTION
 GA2321
 GA2321  HISTORY     - Date     Condition        Report By
 GA2321  HISTORY     - UNK      MONUMENTED       TNGS
 GA2321  HISTORY     - 1949     GOOD             NGS
 GA2321  HISTORY     - 1965     GOOD             NGS
 GA2321
 GA2321                          STATION DESCRIPTION
 GA2321
 GA2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2321'9.9 MI E FROM LA FOLLETTE.
 GA2321'9.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2321'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY,
 GA2321'4.8 MILES EAST OF THE MODEL FARM DAIRY AT FINCASTLE, 3.3 MILES
 GA2321'EAST OF THE VALLEY VIEW SCHOOL, 1.2 MILES WEST OF THE WELL SPRINGS
 GA2321'SCHOOL, 0.2 MILE EAST OF A NEW CONCRETE BRIDGE, 500 FEET SOUTHWEST
 GA2321'OF THE JUNCTION OF THE ROAD, OPPOSITE A ROCK WALL, 8 POLES WEST
 GA2321'OF AN OLD CHURCH, 40 FEET FROM A 48-INCH OAK TREE, AND 7 YARDS
 GA2321'SOUTH OF THE CENTERLINE OF THE HIGHWAY, STEEL POST WITH
 GA2321'CONTROL-MARKER SIGN SET AT MONUMENT.  A STATE SURVEY STANDARD
 GA2321'DISK, STAMPED 622 AND SET IN THE TOP OF A CONCRETE POST.
 GA2321
 GA2321                          STATION RECOVERY (1965)
 GA2321
 GA2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0304 ***********************************************************************
 FC0304  DESIGNATION -  6223
 FC0304  PID         -  FC0304
 FC0304  STATE/COUNTY-  TN/MONROE
 FC0304  USGS QUAD   -  SWEETWATER (1989)
 FC0304
 FC0304                         *CURRENT SURVEY CONTROL
 FC0304  ___________________________________________________________________
 FC0304* NAD 83(1986)-  35 37 28.     (N)    084 29 42.     (W)     SCALED    
 FC0304* NAVD 88     -       282.241  (meters)     925.99   (feet)  ADJUSTED  
 FC0304  ___________________________________________________________________
 FC0304  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0304  DYNAMIC HT  -         281.967 (meters)     925.09  (feet)  COMP
 FC0304  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 FC0304
 FC0304  VERT ORDER  -  SECOND    CLASS 0
 FC0304
 FC0304.The horizontal coordinates were scaled from a topographic map and have
 FC0304.an estimated accuracy of +/- 6 seconds.
 FC0304
 FC0304.The orthometric height was determined by differential leveling
 FC0304.and adjusted by the National Geodetic Survey in June 1991..
 FC0304
 FC0304.The geoid height was determined by GEOID03.
 FC0304
 FC0304.The dynamic height is computed by dividing the NAVD 88
 FC0304.geopotential number by the normal gravity value computed on the
 FC0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0304.degrees latitude (g = 980.6199 gals.).
 FC0304
 FC0304.The modeled gravity was interpolated from observed gravity values.
 FC0304
 FC0304;                    North         East    Units  Estimated Accuracy
 FC0304;SPC TN       -   144,300.      736,330.      MT  (+/- 180 meters Scaled)
 FC0304
 FC0304                          SUPERSEDED SURVEY CONTROL
 FC0304
 FC0304  NGVD 29 (??/??/92)  282.321  (m)          926.25   (f) ADJ UNCH    2 0
 FC0304
 FC0304.Superseded values are not recommended for survey control.
 FC0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0304.See file dsdata.txt to determine how the superseded data were derived.
 FC0304
 FC0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE268451(NAD 83)
 FC0304_MARKER: DD = SURVEY DISK
 FC0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0304_STAMPING: 622 3
 FC0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0304+STABILITY: SURFACE MOTION
 FC0304
 FC0304  HISTORY     - Date     Condition        Report By
 FC0304  HISTORY     - UNK      MONUMENTED       TNDG
 FC0304  HISTORY     - 1961     GOOD             NGS
 FC0304
 FC0304                          STATION DESCRIPTION
 FC0304
 FC0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0304'3.2 MI NW FROM SWEETWATER.
 FC0304'FROM THE POST OFFICE IN SWEETWATER, GO 0.5 MILE NORTH ON U.S.
 FC0304'HIGHWAY 11 TO OAKLAND DRIVE, THEN GO 2.65 MILES WESTERLY ON
 FC0304'OAKLAND DRIVE.  THE BENCH MARK IS ABOUT 0.05 MILE WEST OF A
 FC0304'PRIVATE DRIVE LEADING SOUTH, ABOUT 65 FT. NORTH AND ACROSS THE
 FC0304'ROAD FROM A POWER LINE POLE, 20 FT. NORTH OF THE CENTER OF OILED
 FC0304'ROAD, 4.3 FT. SOUTH OF A FENCE, AND 0.5 FT. SOUTH OF A WITNESS
 FC0304'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FC0304'INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2328 ***********************************************************************
 GA2328  DESIGNATION -  623
 GA2328  PID         -  GA2328
 GA2328  STATE/COUNTY-  TN/CAMPBELL
 GA2328  USGS QUAD   -  WELL SPRING (1980)
 GA2328
 GA2328                         *CURRENT SURVEY CONTROL
 GA2328  ___________________________________________________________________
 GA2328* NAD 83(1986)-  36 26 39.     (N)    083 56 43.     (W)     SCALED    
 GA2328* NAVD 88     -       329.740  (meters)    1081.82   (feet)  ADJUSTED  
 GA2328  ___________________________________________________________________
 GA2328  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GA2328  DYNAMIC HT  -         329.449 (meters)    1080.87  (feet)  COMP
 GA2328  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 GA2328
 GA2328  VERT ORDER  -  SECOND    CLASS 0
 GA2328
 GA2328.The horizontal coordinates were scaled from a topographic map and have
 GA2328.an estimated accuracy of +/- 6 seconds.
 GA2328
 GA2328.The orthometric height was determined by differential leveling
 GA2328.and adjusted by the National Geodetic Survey in June 1991..
 GA2328
 GA2328.The geoid height was determined by GEOID03.
 GA2328
 GA2328.The dynamic height is computed by dividing the NAVD 88
 GA2328.geopotential number by the normal gravity value computed on the
 GA2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2328.degrees latitude (g = 980.6199 gals.).
 GA2328
 GA2328.The modeled gravity was interpolated from observed gravity values.
 GA2328
 GA2328;                    North         East    Units  Estimated Accuracy
 GA2328;SPC TN       -   236,130.      784,200.      MT  (+/- 180 meters Scaled)
 GA2328
 GA2328                          SUPERSEDED SURVEY CONTROL
 GA2328
 GA2328  NGVD 29 (??/??/92)  329.887  (m)         1082.30   (f) ADJ UNCH    2 0
 GA2328
 GA2328.Superseded values are not recommended for survey control.
 GA2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2328.See file dsdata.txt to determine how the superseded data were derived.
 GA2328
 GA2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA360372(NAD 83)
 GA2328_MARKER: DB = BENCH MARK DISK
 GA2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2328_STAMPING: 623
 GA2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2328+STABILITY: SURFACE MOTION
 GA2328
 GA2328  HISTORY     - Date     Condition        Report By
 GA2328  HISTORY     - UNK      MONUMENTED       TNGS
 GA2328  HISTORY     - 1949     GOOD             NGS
 GA2328  HISTORY     - 1965     GOOD             NGS
 GA2328
 GA2328                          STATION DESCRIPTION
 GA2328
 GA2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2328'11.9 MI E FROM LA FOLLETTE.
 GA2328'11.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2328'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 1.6
 GA2328'MILES WEST OF THE ELLISON STORE, 0.8 MILE EAST OF THE WELL SPRINGS
 GA2328'SCHOOL, ABOUT 0.7 MILE WEST OF THE COLONIAL STYLE BRICK HOUSE,
 GA2328'AT THE TOP OF A SMALL HIGHWAY CUT, AT THE SOUTHEAST EDGE OF THE
 GA2328'HIGHWAY, AND OPPOSITE A 1-STORY HOUSE WITH A LARGE BOXWOOD TREE
 GA2328'IN FRONT, STEEL POST WITH CONTROL-MARKER SIGN SET AT MARK.  A
 GA2328'STATE SURVEY STANDARD DISK, STAMPED 623 AND SET IN THE TOP OF A
 GA2328'CONCRETE POST.
 GA2328
 GA2328                          STATION RECOVERY (1965)
 GA2328
 GA2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2339 ***********************************************************************
 GA2339  DESIGNATION -  625
 GA2339  PID         -  GA2339
 GA2339  STATE/COUNTY-  TN/CLAIBORNE
 GA2339  USGS QUAD   -  WELL SPRING (1980)
 GA2339
 GA2339                         *CURRENT SURVEY CONTROL
 GA2339  ___________________________________________________________________
 GA2339* NAD 83(1986)-  36 27 13.     (N)    083 54 03.     (W)     SCALED    
 GA2339* NAVD 88     -       349.675  (meters)    1147.23   (feet)  ADJUSTED  
 GA2339  ___________________________________________________________________
 GA2339  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2339  DYNAMIC HT  -         349.370 (meters)    1146.22  (feet)  COMP
 GA2339  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GA2339
 GA2339  VERT ORDER  -  SECOND    CLASS 0
 GA2339
 GA2339.The horizontal coordinates were scaled from a topographic map and have
 GA2339.an estimated accuracy of +/- 6 seconds.
 GA2339
 GA2339.The orthometric height was determined by differential leveling
 GA2339.and adjusted by the National Geodetic Survey in June 1991..
 GA2339
 GA2339.The geoid height was determined by GEOID03.
 GA2339
 GA2339.The dynamic height is computed by dividing the NAVD 88
 GA2339.geopotential number by the normal gravity value computed on the
 GA2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2339.degrees latitude (g = 980.6199 gals.).
 GA2339
 GA2339.The modeled gravity was interpolated from observed gravity values.
 GA2339
 GA2339;                    North         East    Units  Estimated Accuracy
 GA2339;SPC TN       -   237,270.      788,170.      MT  (+/- 180 meters Scaled)
 GA2339
 GA2339                          SUPERSEDED SURVEY CONTROL
 GA2339
 GA2339  NGVD 29 (??/??/92)  349.831  (m)         1147.74   (f) ADJ UNCH    2 0
 GA2339
 GA2339.Superseded values are not recommended for survey control.
 GA2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2339.See file dsdata.txt to determine how the superseded data were derived.
 GA2339
 GA2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA400381(NAD 83)
 GA2339_MARKER: DD = SURVEY DISK
 GA2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2339_STAMPING: 625
 GA2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2339+STABILITY: SURFACE MOTION
 GA2339
 GA2339  HISTORY     - Date     Condition        Report By
 GA2339  HISTORY     - UNK      MONUMENTED       TNGS
 GA2339  HISTORY     - 1949     GOOD             NGS
 GA2339
 GA2339                          STATION DESCRIPTION
 GA2339
 GA2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2339'14.5 MI E FROM LA FOLLETTE.
 GA2339'IN CLAIBORNE COUNTY, 14.5 MILES EAST ALONG STATE HIGHWAY 63 FROM
 GA2339'THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT LA FOLLETTE,
 GA2339'CAMPBELL COUNTY, 7.5 MILES WEST OF THE POWELL VALLEY HIGH
 GA2339'SCHOOL, 1.1 MILES EAST OF THE ELLISON STORE, 1.1 MILES WEST OF
 GA2339'THE SPEEDWELL CHURCH, 0.2 MILE EAST OF A BRIDGE OVER A CREEK,
 GA2339'60 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 GA2339'12 FEET HIGHER THAN THE ROADWAY.  A STATE SURVEY STANDARD DISK,
 GA2339'STAMPED 625 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2341 ***********************************************************************
 GA2341  DESIGNATION -  626
 GA2341  PID         -  GA2341
 GA2341  STATE/COUNTY-  TN/CLAIBORNE
 GA2341  USGS QUAD   -  WELL SPRING (1980)
 GA2341
 GA2341                         *CURRENT SURVEY CONTROL
 GA2341  ___________________________________________________________________
 GA2341* NAD 83(1986)-  36 27 24.     (N)    083 52 52.     (W)     SCALED    
 GA2341* NAVD 88     -       347.486  (meters)    1140.04   (feet)  ADJUSTED  
 GA2341  ___________________________________________________________________
 GA2341  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2341  DYNAMIC HT  -         347.181 (meters)    1139.04  (feet)  COMP
 GA2341  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 GA2341
 GA2341  VERT ORDER  -  SECOND    CLASS 0
 GA2341
 GA2341.The horizontal coordinates were scaled from a topographic map and have
 GA2341.an estimated accuracy of +/- 6 seconds.
 GA2341
 GA2341.The orthometric height was determined by differential leveling
 GA2341.and adjusted by the National Geodetic Survey in June 1991..
 GA2341
 GA2341.The geoid height was determined by GEOID03.
 GA2341
 GA2341.The dynamic height is computed by dividing the NAVD 88
 GA2341.geopotential number by the normal gravity value computed on the
 GA2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2341.degrees latitude (g = 980.6199 gals.).
 GA2341
 GA2341.The modeled gravity was interpolated from observed gravity values.
 GA2341
 GA2341;                    North         East    Units  Estimated Accuracy
 GA2341;SPC TN       -   237,640.      789,930.      MT  (+/- 180 meters Scaled)
 GA2341
 GA2341                          SUPERSEDED SURVEY CONTROL
 GA2341
 GA2341  NGVD 29 (??/??/92)  347.632  (m)         1140.52   (f) ADJ UNCH    2 0
 GA2341
 GA2341.Superseded values are not recommended for survey control.
 GA2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2341.See file dsdata.txt to determine how the superseded data were derived.
 GA2341
 GA2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA418384(NAD 83)
 GA2341_MARKER: DD = SURVEY DISK
 GA2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2341+STABILITY: SURFACE MOTION
 GA2341
 GA2341  HISTORY     - Date     Condition        Report By
 GA2341  HISTORY     - UNK      MONUMENTED       TNGS
 GA2341  HISTORY     - 1949     GOOD             NGS
 GA2341  HISTORY     - 1965     GOOD             NGS
 GA2341
 GA2341                          STATION DESCRIPTION
 GA2341
 GA2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2341'14.4 MI W FROM ARTHUR.
 GA2341'14.4 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2341'STATION AT ARTHUR, CLAIBORNE COUNTY, 6.3 MILES WEST OF THE POWELL
 GA2341'VALLEY HIGH SCHOOL, 2.3 MILES EAST OF THE ELLISON STORE, 0.1
 GA2341'MILE WEST OF THE SPEEDWELL CHURCH, 500 FEET WEST OF THE
 GA2341'SPEEDWELL-TAZEWELL SIDE ROAD, AT THE TOP OF A 6-FOOT BANK AT THE
 GA2341'SOUTH SIDE OF THE ROAD, AND 1 FOOT SOUTH OF THE FENCE, STEEL
 GA2341'POST WITH CONTROL MARKER SIGN SET AT MONUMENT.
 GA2341
 GA2341                          STATION RECOVERY (1965)
 GA2341
 GA2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2342 ***********************************************************************
 GA2342  DESIGNATION -  627
 GA2342  PID         -  GA2342
 GA2342  STATE/COUNTY-  TN/CLAIBORNE
 GA2342  USGS QUAD   -  AUSMUS (1980)
 GA2342
 GA2342                         *CURRENT SURVEY CONTROL
 GA2342  ___________________________________________________________________
 GA2342* NAD 83(1986)-  36 27 37.     (N)    083 52 07.     (W)     SCALED    
 GA2342* NAVD 88     -       346.269  (meters)    1136.05   (feet)  ADJUSTED  
 GA2342  ___________________________________________________________________
 GA2342  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2342  DYNAMIC HT  -         345.965 (meters)    1135.05  (feet)  COMP
 GA2342  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2342
 GA2342  VERT ORDER  -  SECOND    CLASS 0
 GA2342
 GA2342.The horizontal coordinates were scaled from a topographic map and have
 GA2342.an estimated accuracy of +/- 6 seconds.
 GA2342
 GA2342.The orthometric height was determined by differential leveling
 GA2342.and adjusted by the National Geodetic Survey in June 1991..
 GA2342
 GA2342.The geoid height was determined by GEOID03.
 GA2342
 GA2342.The dynamic height is computed by dividing the NAVD 88
 GA2342.geopotential number by the normal gravity value computed on the
 GA2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2342.degrees latitude (g = 980.6199 gals.).
 GA2342
 GA2342.The modeled gravity was interpolated from observed gravity values.
 GA2342
 GA2342;                    North         East    Units  Estimated Accuracy
 GA2342;SPC TN       -   238,070.      791,040.      MT  (+/- 180 meters Scaled)
 GA2342
 GA2342                          SUPERSEDED SURVEY CONTROL
 GA2342
 GA2342  NGVD 29 (??/??/92)  346.417  (m)         1136.54   (f) ADJ UNCH    2 0
 GA2342
 GA2342.Superseded values are not recommended for survey control.
 GA2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2342.See file dsdata.txt to determine how the superseded data were derived.
 GA2342
 GA2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429388(NAD 83)
 GA2342_MARKER: DD = SURVEY DISK
 GA2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2342_STAMPING: 627
 GA2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2342+STABILITY: SURFACE MOTION
 GA2342
 GA2342  HISTORY     - Date     Condition        Report By
 GA2342  HISTORY     - UNK      MONUMENTED       TNGS
 GA2342  HISTORY     - 1949     GOOD             NGS
 GA2342  HISTORY     - 1965     GOOD             NGS
 GA2342
 GA2342                          STATION DESCRIPTION
 GA2342
 GA2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2342'13.6 MI W FROM ARTHUR.
 GA2342'13.6 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2342'STATION AT ARTHUR, CLAIBORNE COUNTY, 5.5 MILES WEST OF THE POWELL
 GA2342'VALLEY HIGH SCHOOL, 0.9 MILE EAST OF THE SPEEDWELL CHURCH, 0.6
 GA2342'MILE EAST OF A ROAD CROSSING AT SPEEDWELL, OPPOSITE AN OLD BARN,
 GA2342'45 YARDS WEST OF A 24-INCH CONCRETE CULVERT, AT THE NORTH SIDE
 GA2342'OF THE ROAD, AND 2 FEET FROM A FENCE, STEEL POST WITH CONTROL
 GA2342'MARKER SIGN SET AT MONUMENT.  A STATE SURVEY STANDARD DISK,
 GA2342'STAMPED 627 AND SET IN THE TOP OF A CONCRETE POST.
 GA2342
 GA2342                          STATION RECOVERY (1965)
 GA2342
 GA2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2263 ***********************************************************************
 GA2263  DESIGNATION -  628
 GA2263  PID         -  GA2263
 GA2263  STATE/COUNTY-  TN/UNION
 GA2263  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2263
 GA2263                         *CURRENT SURVEY CONTROL
 GA2263  ___________________________________________________________________
 GA2263* NAD 83(1986)-  36 17 38.     (N)    083 47 14.     (W)     SCALED    
 GA2263* NAVD 88     -       360.007  (meters)    1181.12   (feet)  ADJUSTED  
 GA2263  ___________________________________________________________________
 GA2263  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2263  DYNAMIC HT  -         359.679 (meters)    1180.05  (feet)  COMP
 GA2263  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA2263
 GA2263  VERT ORDER  -  SECOND    CLASS 0
 GA2263
 GA2263.The horizontal coordinates were scaled from a topographic map and have
 GA2263.an estimated accuracy of +/- 6 seconds.
 GA2263
 GA2263.The orthometric height was determined by differential leveling
 GA2263.and adjusted by the National Geodetic Survey in June 1991..
 GA2263
 GA2263.The geoid height was determined by GEOID03.
 GA2263
 GA2263.The dynamic height is computed by dividing the NAVD 88
 GA2263.geopotential number by the normal gravity value computed on the
 GA2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2263.degrees latitude (g = 980.6199 gals.).
 GA2263
 GA2263.The modeled gravity was interpolated from observed gravity values.
 GA2263
 GA2263;                    North         East    Units  Estimated Accuracy
 GA2263;SPC TN       -   219,770.      798,750.      MT  (+/- 180 meters Scaled)
 GA2263
 GA2263                          SUPERSEDED SURVEY CONTROL
 GA2263
 GA2263  NGVD 29 (??/??/92)  360.090  (m)         1181.40   (f) ADJ UNCH    2 0
 GA2263
 GA2263.Superseded values are not recommended for survey control.
 GA2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2263.See file dsdata.txt to determine how the superseded data were derived.
 GA2263
 GA2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA497201(NAD 83)
 GA2263_MARKER: DD = SURVEY DISK
 GA2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2263_STAMPING: 628
 GA2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2263+STABILITY: SURFACE MOTION
 GA2263
 GA2263  HISTORY     - Date     Condition        Report By
 GA2263  HISTORY     - UNK      MONUMENTED       TNGS
 GA2263  HISTORY     - 1949     GOOD             NGS
 GA2263  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2263
 GA2263                          STATION DESCRIPTION
 GA2263
 GA2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2263'0.9 MI E FROM ESCO.
 GA2263'0.9 MILE EAST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2263'AT ESCO, UNION COUNTY, 2.3 MILES WEST OF THE CHURCH AT ROSE
 GA2263'HILL, AT THE TOP OF THE FIRST HILL EAST OF THE INTERSECTION OF
 GA2263'STATE HIGHWAY 33, 700 FEET SOUTHWEST OF A HOUSE AND STORE, 20
 GA2263'FEET SOUTH OF THE CENTERLINE OF THE ROAD, NEAR A STEEL POST
 GA2263'WITH A CONTROL-MARKER SIGN, AND ABOUT 5 FEET HIGHER THAN THE
 GA2263'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 628 AND SET IN
 GA2263'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 GA2263
 GA2263                          STATION RECOVERY (1966)
 GA2263
 GA2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2713 ***********************************************************************
 GA2713  DESIGNATION -  63 1
 GA2713  PID         -  GA2713
 GA2713  STATE/COUNTY-  TN/CLAIBORNE
 GA2713  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2713
 GA2713                         *CURRENT SURVEY CONTROL
 GA2713  ___________________________________________________________________
 GA2713* NAD 83(1986)-  36 32 28.     (N)    083 41 05.     (W)     SCALED    
 GA2713* NAVD 88     -       373.848  (meters)    1226.53   (feet)  ADJUSTED  
 GA2713  ___________________________________________________________________
 GA2713  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2713  DYNAMIC HT  -         373.518 (meters)    1225.45  (feet)  COMP
 GA2713  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 GA2713
 GA2713  VERT ORDER  -  SECOND    CLASS 0
 GA2713
 GA2713.The horizontal coordinates were scaled from a topographic map and have
 GA2713.an estimated accuracy of +/- 6 seconds.
 GA2713
 GA2713.The orthometric height was determined by differential leveling
 GA2713.and adjusted by the National Geodetic Survey in June 1991..
 GA2713
 GA2713.The geoid height was determined by GEOID03.
 GA2713
 GA2713.The dynamic height is computed by dividing the NAVD 88
 GA2713.geopotential number by the normal gravity value computed on the
 GA2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2713.degrees latitude (g = 980.6199 gals.).
 GA2713
 GA2713.The modeled gravity was interpolated from observed gravity values.
 GA2713
 GA2713;                    North         East    Units  Estimated Accuracy
 GA2713;SPC TN       -   247,410.      807,300.      MT  (+/- 180 meters Scaled)
 GA2713
 GA2713                          SUPERSEDED SURVEY CONTROL
 GA2713
 GA2713  NGVD 29 (??/??/92)  373.993  (m)         1227.01   (f) ADJ UNCH    2 0
 GA2713
 GA2713.Superseded values are not recommended for survey control.
 GA2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2713.See file dsdata.txt to determine how the superseded data were derived.
 GA2713
 GA2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596473(NAD 83)
 GA2713_MARKER: DB = BENCH MARK DISK
 GA2713_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA2713_STAMPING: 63 1 1965
 GA2713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2713
 GA2713  HISTORY     - Date     Condition        Report By
 GA2713  HISTORY     - 1965     MONUMENTED       TNHD
 GA2713
 GA2713                          STATION DESCRIPTION
 GA2713
 GA2713'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2713'1.2 MI W FROM ARTHUR.
 GA2713'FROM THE SOUTHERN RAILROAD STATION, IN ARTHUR, GO WESTERLY ON
 GA2713'STATE ROUTE 63 FOR 1.2 MILES TO THE MARK ON THE LEFT, 42.5 FEET
 GA2713'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 23 FEET
 GA2713'SOUTHEAST OF POWER POLE NO. 67, 60 FEET WEST OF A SMALL GRAVELED
 GA2713'ROAD LEADING SOUTH AND SET IN A DRILLED HOLE IN THE TOP OF A ROCK
 GA2713'WITH A GUIDE WIRE LEADING TO POWER POLE NO. 67.  THE MARK IS A
 GA2713'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, STAMPED 63-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2712 ***********************************************************************
 GA2712  DESIGNATION -  63 2
 GA2712  PID         -  GA2712
 GA2712  STATE/COUNTY-  TN/CLAIBORNE
 GA2712  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2712
 GA2712                         *CURRENT SURVEY CONTROL
 GA2712  ___________________________________________________________________
 GA2712* NAD 83(1986)-  36 31 59.     (N)    083 41 34.     (W)     SCALED    
 GA2712* NAVD 88     -       332.534  (meters)    1090.99   (feet)  ADJUSTED  
 GA2712  ___________________________________________________________________
 GA2712  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2712  DYNAMIC HT  -         332.239 (meters)    1090.02  (feet)  COMP
 GA2712  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 GA2712
 GA2712  VERT ORDER  -  SECOND    CLASS 0
 GA2712
 GA2712.The horizontal coordinates were scaled from a topographic map and have
 GA2712.an estimated accuracy of +/- 6 seconds.
 GA2712
 GA2712.The orthometric height was determined by differential leveling
 GA2712.and adjusted by the National Geodetic Survey in June 1991..
 GA2712
 GA2712.The geoid height was determined by GEOID03.
 GA2712
 GA2712.The dynamic height is computed by dividing the NAVD 88
 GA2712.geopotential number by the normal gravity value computed on the
 GA2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2712.degrees latitude (g = 980.6199 gals.).
 GA2712
 GA2712.The modeled gravity was interpolated from observed gravity values.
 GA2712
 GA2712;                    North         East    Units  Estimated Accuracy
 GA2712;SPC TN       -   246,500.      806,600.      MT  (+/- 180 meters Scaled)
 GA2712
 GA2712                          SUPERSEDED SURVEY CONTROL
 GA2712
 GA2712  NGVD 29 (??/??/92)  332.678  (m)         1091.46   (f) ADJ UNCH    2 0
 GA2712
 GA2712.Superseded values are not recommended for survey control.
 GA2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2712.See file dsdata.txt to determine how the superseded data were derived.
 GA2712
 GA2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA589464(NAD 83)
 GA2712_MARKER: DB = BENCH MARK DISK
 GA2712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2712_SP_SET: BRIDGE
 GA2712_STAMPING: 63 2 1965
 GA2712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2712
 GA2712  HISTORY     - Date     Condition        Report By
 GA2712  HISTORY     - UNK      MONUMENTED       TNHD
 GA2712  HISTORY     - 1965     GOOD             TNHD
 GA2712
 GA2712                          STATION DESCRIPTION
 GA2712
 GA2712'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2712'2.2 MI W FROM ARTHUR.
 GA2712'FROM THE SOUTHERN RAILROAD STATION IN ARTHUR, GO WESTERLY ON STATE
 GA2712'ROUTE 63 FOR 2.2 MILE TO THE MARK ON THE RIGHT, 11 FEET NORTH OF
 GA2712'THE APPROXIMATE CENTER OF STATE ROUTE 63 AND CEMENTED FLUSH IN A
 GA2712'DRILLED HOLE IN THE TOP OF THE NORTHEAST WING WALL OF THE BRIDGE
 GA2712'OVER GAP CREEK.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2712'DISK, STAMPED 63-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2354 ***********************************************************************
 GA2354  DESIGNATION -  63 3
 GA2354  PID         -  GA2354
 GA2354  STATE/COUNTY-  TN/CLAIBORNE
 GA2354  USGS QUAD   -  AUSMUS (1980)
 GA2354
 GA2354                         *CURRENT SURVEY CONTROL
 GA2354  ___________________________________________________________________
 GA2354* NAD 83(1986)-  36 29 43.     (N)    083 48 39.     (W)     SCALED    
 GA2354* NAVD 88     -       366.925  (meters)    1203.82   (feet)  ADJUSTED  
 GA2354  ___________________________________________________________________
 GA2354  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GA2354  DYNAMIC HT  -         366.604 (meters)    1202.77  (feet)  COMP
 GA2354  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GA2354
 GA2354  VERT ORDER  -  SECOND    CLASS 0
 GA2354
 GA2354.The horizontal coordinates were scaled from a topographic map and have
 GA2354.an estimated accuracy of +/- 6 seconds.
 GA2354
 GA2354.The orthometric height was determined by differential leveling
 GA2354.and adjusted by the National Geodetic Survey in June 1991..
 GA2354
 GA2354.The geoid height was determined by GEOID03.
 GA2354
 GA2354.The dynamic height is computed by dividing the NAVD 88
 GA2354.geopotential number by the normal gravity value computed on the
 GA2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2354.degrees latitude (g = 980.6199 gals.).
 GA2354
 GA2354.The modeled gravity was interpolated from observed gravity values.
 GA2354
 GA2354;                    North         East    Units  Estimated Accuracy
 GA2354;SPC TN       -   242,070.      796,130.      MT  (+/- 180 meters Scaled)
 GA2354
 GA2354                          SUPERSEDED SURVEY CONTROL
 GA2354
 GA2354  NGVD 29 (??/??/92)  367.076  (m)         1204.32   (f) ADJ UNCH    2 0
 GA2354
 GA2354.Superseded values are not recommended for survey control.
 GA2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2354.See file dsdata.txt to determine how the superseded data were derived.
 GA2354
 GA2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482425(NAD 83)
 GA2354_MARKER: DD = SURVEY DISK
 GA2354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2354_SP_SET: BRIDGE
 GA2354_STAMPING: 63-3 1965
 GA2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2354
 GA2354  HISTORY     - Date     Condition        Report By
 GA2354  HISTORY     - 1965     MONUMENTED       TNHD
 GA2354
 GA2354                          STATION DESCRIPTION
 GA2354
 GA2354'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2354'9.9 MI W FROM ARTHUR.
 GA2354'FROM THE SOUTHERN RAILROAD STATION IN ARTHUR, GO WESTERLY ON
 GA2354'STATE ROUTE 63 FOR 9.9 MILES TO THE MARK ON THE LEFT, 1.3 MILES
 GA2354'WEST ALONG STATE ROUTE 63 FROM THE POWELL VALLEY ELEMENTARY
 GA2354'SCHOOL, 10 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GA2354'ROUTE 63, SET IN THE SOUTHEAST SIDE OF A SMALL BRIDGE OVER A
 GA2354'BRANCH, 7 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE.
 GA2354'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2354'VERTICAL IN A DRILLED HOLE, STAMPED 63-3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0607 ***********************************************************************
 GB0607  DESIGNATION -  63 4
 GB0607  PID         -  GB0607
 GB0607  STATE/COUNTY-  TN/CAMPBELL
 GB0607  USGS QUAD   -  LA FOLLETTE (1990)
 GB0607
 GB0607                         *CURRENT SURVEY CONTROL
 GB0607  ___________________________________________________________________
 GB0607* NAD 83(1986)-  36 23 17.     (N)    084 06 19.     (W)     SCALED    
 GB0607* NAVD 88     -       339.943  (meters)    1115.30   (feet)  ADJUSTED  
 GB0607  ___________________________________________________________________
 GB0607  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0607  DYNAMIC HT  -         339.637 (meters)    1114.29  (feet)  COMP
 GB0607  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 GB0607
 GB0607  VERT ORDER  -  SECOND    CLASS 0
 GB0607
 GB0607.The horizontal coordinates were scaled from a topographic map and have
 GB0607.an estimated accuracy of +/- 6 seconds.
 GB0607
 GB0607.The orthometric height was determined by differential leveling
 GB0607.and adjusted by the National Geodetic Survey in June 1991..
 GB0607
 GB0607.The geoid height was determined by GEOID03.
 GB0607
 GB0607.The dynamic height is computed by dividing the NAVD 88
 GB0607.geopotential number by the normal gravity value computed on the
 GB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0607.degrees latitude (g = 980.6199 gals.).
 GB0607
 GB0607.The modeled gravity was interpolated from observed gravity values.
 GB0607
 GB0607;                    North         East    Units  Estimated Accuracy
 GB0607;SPC TN       -   229,620.      769,980.      MT  (+/- 180 meters Scaled)
 GB0607
 GB0607                          SUPERSEDED SURVEY CONTROL
 GB0607
 GB0607  NGVD 29 (??/??/92)  340.051  (m)         1115.65   (f) ADJ UNCH    2 0
 GB0607
 GB0607.Superseded values are not recommended for survey control.
 GB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0607.See file dsdata.txt to determine how the superseded data were derived.
 GB0607
 GB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF596308(NAD 83)
 GB0607_MARKER: DD = SURVEY DISK
 GB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0607_STAMPING: 63-4 1965
 GB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0607+STABILITY: SURFACE MOTION
 GB0607
 GB0607  HISTORY     - Date     Condition        Report By
 GB0607  HISTORY     - 1965     MONUMENTED       TNHD
 GB0607
 GB0607                          STATION DESCRIPTION
 GB0607
 GB0607'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0607'1.1 MI N FROM LA FOLLETTE.
 GB0607'FROM THE LA FOLLETTE JUNION HIGH SCHOOL, GO 1.1 MILES NORTHERLY
 GB0607'ON U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 93 FEET SOUTHEAST
 GB0607'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 15 FEET NORTHEAST
 GB0607'OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 7 FEET NORTHEAST OF A
 GB0607'FENCE CORNER, 3 FEET NORTHWEST OF A UTILITY POLE, AND 1.6 FEET
 GB0607'NORTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GB0607'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0607'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 GB0607'DISK IS STAMPED 63-4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0606 ***********************************************************************
 GB0606  DESIGNATION -  63 5
 GB0606  PID         -  GB0606
 GB0606  STATE/COUNTY-  TN/CAMPBELL
 GB0606  USGS QUAD   -  LA FOLLETTE (1990)
 GB0606
 GB0606                         *CURRENT SURVEY CONTROL
 GB0606  ___________________________________________________________________
 GB0606* NAD 83(1986)-  36 22 56.     (N)    084 07 15.     (W)     SCALED    
 GB0606* NAVD 88     -       323.422  (meters)    1061.09   (feet)  ADJUSTED  
 GB0606  ___________________________________________________________________
 GB0606  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0606  DYNAMIC HT  -         323.132 (meters)    1060.14  (feet)  COMP
 GB0606  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 GB0606
 GB0606  VERT ORDER  -  SECOND    CLASS 0
 GB0606
 GB0606.The horizontal coordinates were scaled from a topographic map and have
 GB0606.an estimated accuracy of +/- 6 seconds.
 GB0606
 GB0606.The orthometric height was determined by differential leveling
 GB0606.and adjusted by the National Geodetic Survey in June 1991..
 GB0606
 GB0606.The geoid height was determined by GEOID03.
 GB0606
 GB0606.The dynamic height is computed by dividing the NAVD 88
 GB0606.geopotential number by the normal gravity value computed on the
 GB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0606.degrees latitude (g = 980.6199 gals.).
 GB0606
 GB0606.The modeled gravity was interpolated from observed gravity values.
 GB0606
 GB0606;                    North         East    Units  Estimated Accuracy
 GB0606;SPC TN       -   228,950.      768,600.      MT  (+/- 180 meters Scaled)
 GB0606
 GB0606                          SUPERSEDED SURVEY CONTROL
 GB0606
 GB0606  NGVD 29 (??/??/92)  323.526  (m)         1061.43   (f) ADJ UNCH    2 0
 GB0606
 GB0606.Superseded values are not recommended for survey control.
 GB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0606.See file dsdata.txt to determine how the superseded data were derived.
 GB0606
 GB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582301(NAD 83)
 GB0606_MARKER: DD = SURVEY DISK
 GB0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0606_SP_SET: BRIDGE
 GB0606_STAMPING: 63-5 1965
 GB0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0606
 GB0606  HISTORY     - Date     Condition        Report By
 GB0606  HISTORY     - 1965     MONUMENTED       TNHD
 GB0606
 GB0606                          STATION DESCRIPTION
 GB0606
 GB0606'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0606'0.3 MI N FROM LA FOLLETTE.
 GB0606'FROM THE LA FOLLETTE JUNION HIGH SCHOOL, GO 0.3 MILE NORTHERLY
 GB0606'ON U.S. HIGHWAY 25W TO MARK ON THE LEFT, 42 FEET NORTHWEST OF
 GB0606'THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 GB0606'25W, 24 FEET SOUTH OF A POWER POLE AND 5 FEET NORTHWEST OF A
 GB0606'CONCRETE CORNER STONE OF A CONCRETE BRIDGE OVER A STREAM AND
 GB0606'CEMENTED FLUSH IN A DRILLED HOLE ON THE SOUTHWEST END OF THE
 GB0606'BRIDGE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0606'DISK STAMPED 63-5 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2265 ***********************************************************************
 GA2265  DESIGNATION -  630
 GA2265  PID         -  GA2265
 GA2265  STATE/COUNTY-  TN/UNION
 GA2265  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2265
 GA2265                         *CURRENT SURVEY CONTROL
 GA2265  ___________________________________________________________________
 GA2265* NAD 83(1986)-  36 16 20.     (N)    083 49 36.     (W)     SCALED    
 GA2265* NAVD 88     -       346.369  (meters)    1136.38   (feet)  ADJUSTED  
 GA2265  ___________________________________________________________________
 GA2265  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2265  DYNAMIC HT  -         346.055 (meters)    1135.35  (feet)  COMP
 GA2265  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GA2265
 GA2265  VERT ORDER  -  SECOND    CLASS 0
 GA2265
 GA2265.The horizontal coordinates were scaled from a topographic map and have
 GA2265.an estimated accuracy of +/- 6 seconds.
 GA2265
 GA2265.The orthometric height was determined by differential leveling
 GA2265.and adjusted by the National Geodetic Survey in June 1991..
 GA2265
 GA2265.The geoid height was determined by GEOID03.
 GA2265
 GA2265.The dynamic height is computed by dividing the NAVD 88
 GA2265.geopotential number by the normal gravity value computed on the
 GA2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2265.degrees latitude (g = 980.6199 gals.).
 GA2265
 GA2265.The modeled gravity was interpolated from observed gravity values.
 GA2265
 GA2265;                    North         East    Units  Estimated Accuracy
 GA2265;SPC TN       -   217,290.      795,260.      MT  (+/- 180 meters Scaled)
 GA2265
 GA2265                          SUPERSEDED SURVEY CONTROL
 GA2265
 GA2265  NGVD 29 (??/??/92)  346.462  (m)         1136.68   (f) ADJ UNCH    2 0
 GA2265
 GA2265.Superseded values are not recommended for survey control.
 GA2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2265.See file dsdata.txt to determine how the superseded data were derived.
 GA2265
 GA2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA460178(NAD 83)
 GA2265_MARKER: DD = SURVEY DISK
 GA2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2265_STAMPING: 630
 GA2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2265+STABILITY: SURFACE MOTION
 GA2265
 GA2265  HISTORY     - Date     Condition        Report By
 GA2265  HISTORY     - UNK      MONUMENTED       TNGS
 GA2265  HISTORY     - 1949     GOOD             NGS
 GA2265
 GA2265                          STATION DESCRIPTION
 GA2265
 GA2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2265'1.9 MI W FROM ESCO.
 GA2265'1.9 MILES WEST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2265'AT ESCO, UNION COUNTY, 491 FEET SOUTH OF THE CENTERLINE OF THE
 GA2265'ROAD, IN A ROCKY FARMYARD, 29 FEET SOUTHEAST OF THE SOUTHEAST
 GA2265'CORNER OF AN UNPAINTED DOUBLE SHACK, 7.6 FEET NORTH OF A CEDAR
 GA2265'TREE, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE
 GA2265'SURVEY STANDARD DISK, STAMPED 630 AND SET IN THE TOP OF A
 GA2265'CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0218 ***********************************************************************
 GC0218  DESIGNATION -  630 3
 GC0218  PID         -  GC0218
 GC0218  STATE/COUNTY-  TN/TROUSDALE
 GC0218  USGS QUAD   -  HARTSVILLE (1994)
 GC0218
 GC0218                         *CURRENT SURVEY CONTROL
 GC0218  ___________________________________________________________________
 GC0218* NAD 83(1986)-  36 23 34.     (N)    086 13 53.     (W)     SCALED    
 GC0218* NAVD 88     -       191.969  (meters)     629.82   (feet)  ADJUSTED  
 GC0218  ___________________________________________________________________
 GC0218  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0218  DYNAMIC HT  -         191.812 (meters)     629.30  (feet)  COMP
 GC0218  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GC0218
 GC0218  VERT ORDER  -  SECOND    CLASS 0
 GC0218
 GC0218.The horizontal coordinates were scaled from a topographic map and have
 GC0218.an estimated accuracy of +/- 6 seconds.
 GC0218
 GC0218.The orthometric height was determined by differential leveling
 GC0218.and adjusted by the National Geodetic Survey in June 1991..
 GC0218
 GC0218.The geoid height was determined by GEOID03.
 GC0218
 GC0218.The dynamic height is computed by dividing the NAVD 88
 GC0218.geopotential number by the normal gravity value computed on the
 GC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0218.degrees latitude (g = 980.6199 gals.).
 GC0218
 GC0218.The modeled gravity was interpolated from observed gravity values.
 GC0218
 GC0218;                    North         East    Units  Estimated Accuracy
 GC0218;SPC TN       -   228,520.      579,240.      MT  (+/- 180 meters Scaled)
 GC0218
 GC0218                          SUPERSEDED SURVEY CONTROL
 GC0218
 GC0218  NGVD 29 (??/??/92)  192.035  (m)          630.03   (f) ADJ UNCH    2 0
 GC0218
 GC0218.Superseded values are not recommended for survey control.
 GC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0218.See file dsdata.txt to determine how the superseded data were derived.
 GC0218
 GC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF689277(NAD 83)
 GC0218_MARKER: N = NAIL
 GC0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0218_SP_SET: SEMAPHORE TREE
 GC0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0218
 GC0218  HISTORY     - Date     Condition        Report By
 GC0218  HISTORY     - UNK      MONUMENTED       USGS
 GC0218  HISTORY     - 1935     GOOD             NGS
 GC0218  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0218
 GC0218                          STATION DESCRIPTION
 GC0218
 GC0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0218'4.5 MI W FROM HARTSVILLE.
 GC0218'4.5 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0218'HARTSVILLE, TROUSDALE COUNTY, 14.6 FEET NORTH OF THE CENTERLINE
 GC0218'OF THE HIGHWAY, 6 FEET SOUTH OF A FENCE, IN THE SOUTH BASE OF A
 GC0218'36-INCH SYCAMORE TREE, AND LEVEL WITH THE HIGHWAY.  A UNITED
 GC0218'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 GC0218
 GC0218                          STATION RECOVERY (2001)
 GC0218
 GC0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0218'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0218' 
 GC0218' 
 GC0218'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2267 ***********************************************************************
 GA2267  DESIGNATION -  631
 GA2267  PID         -  GA2267
 GA2267  STATE/COUNTY-  TN/UNION
 GA2267  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2267
 GA2267                         *CURRENT SURVEY CONTROL
 GA2267  ___________________________________________________________________
 GA2267* NAD 83(1986)-  36 15 28.     (N)    083 51 38.     (W)     SCALED    
 GA2267* NAVD 88     -       392.042  (meters)    1286.22   (feet)  ADJUSTED  
 GA2267  ___________________________________________________________________
 GA2267  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2267  DYNAMIC HT  -         391.688 (meters)    1285.06  (feet)  COMP
 GA2267  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA2267
 GA2267  VERT ORDER  -  SECOND    CLASS 0
 GA2267
 GA2267.The horizontal coordinates were scaled from a topographic map and have
 GA2267.an estimated accuracy of +/- 6 seconds.
 GA2267
 GA2267.The orthometric height was determined by differential leveling
 GA2267.and adjusted by the National Geodetic Survey in June 1991..
 GA2267
 GA2267.The geoid height was determined by GEOID03.
 GA2267
 GA2267.The dynamic height is computed by dividing the NAVD 88
 GA2267.geopotential number by the normal gravity value computed on the
 GA2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2267.degrees latitude (g = 980.6199 gals.).
 GA2267
 GA2267.The modeled gravity was interpolated from observed gravity values.
 GA2267
 GA2267;                    North         East    Units  Estimated Accuracy
 GA2267;SPC TN       -   215,620.      792,250.      MT  (+/- 180 meters Scaled)
 GA2267
 GA2267                          SUPERSEDED SURVEY CONTROL
 GA2267
 GA2267  NGVD 29 (??/??/92)  392.140  (m)         1286.55   (f) ADJ UNCH    2 0
 GA2267
 GA2267.Superseded values are not recommended for survey control.
 GA2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2267.See file dsdata.txt to determine how the superseded data were derived.
 GA2267
 GA2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429163(NAD 83)
 GA2267_MARKER: DD = SURVEY DISK
 GA2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2267_STAMPING: 631
 GA2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2267+STABILITY: SURFACE MOTION
 GA2267
 GA2267  HISTORY     - Date     Condition        Report By
 GA2267  HISTORY     - UNK      MONUMENTED       TNGS
 GA2267  HISTORY     - 1949     GOOD             NGS
 GA2267
 GA2267                          STATION DESCRIPTION
 GA2267
 GA2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2267'4.1 MI W FROM ESCO.
 GA2267'4.1 MILES WEST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2267'AT ESCO, UNION COUNTY, 600 FEET WEST OF A BARN, 274 FEET NORTH
 GA2267'OF THE CENTERLINE OF THE ROAD, ON THE HIGHEST POINT OF A BROAD
 GA2267'RIDGE, 4 FEET EAST OF THE DELLA BELLER-ROBERT SMITH PROPERTY
 GA2267'LINE, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE
 GA2267'SURVEY STANDARD DISK, STAMPED 631 AND SET IN THE TOP OF A CONCRETE
 GA2267'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2269 ***********************************************************************
 GA2269  DESIGNATION -  632
 GA2269  PID         -  GA2269
 GA2269  STATE/COUNTY-  TN/UNION
 GA2269  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2269
 GA2269                         *CURRENT SURVEY CONTROL
 GA2269  ___________________________________________________________________
 GA2269* NAD 83(1986)-  36 14 38.     (N)    083 53 10.     (W)     SCALED    
 GA2269* NAVD 88     -       381.714  (meters)    1252.34   (feet)  ADJUSTED  
 GA2269  ___________________________________________________________________
 GA2269  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2269  DYNAMIC HT  -         381.367 (meters)    1251.20  (feet)  COMP
 GA2269  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 GA2269
 GA2269  VERT ORDER  -  SECOND    CLASS 0
 GA2269
 GA2269.The horizontal coordinates were scaled from a topographic map and have
 GA2269.an estimated accuracy of +/- 6 seconds.
 GA2269
 GA2269.The orthometric height was determined by differential leveling
 GA2269.and adjusted by the National Geodetic Survey in June 1991..
 GA2269
 GA2269.The geoid height was determined by GEOID03.
 GA2269
 GA2269.The dynamic height is computed by dividing the NAVD 88
 GA2269.geopotential number by the normal gravity value computed on the
 GA2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2269.degrees latitude (g = 980.6199 gals.).
 GA2269
 GA2269.The modeled gravity was interpolated from observed gravity values.
 GA2269
 GA2269;                    North         East    Units  Estimated Accuracy
 GA2269;SPC TN       -   214,030.      789,990.      MT  (+/- 180 meters Scaled)
 GA2269
 GA2269                          SUPERSEDED SURVEY CONTROL
 GA2269
 GA2269  NGVD 29 (??/??/92)  381.814  (m)         1252.67   (f) ADJ UNCH    2 0
 GA2269
 GA2269.Superseded values are not recommended for survey control.
 GA2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2269.See file dsdata.txt to determine how the superseded data were derived.
 GA2269
 GA2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA406148(NAD 83)
 GA2269_MARKER: DD = SURVEY DISK
 GA2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2269_STAMPING: 632
 GA2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2269+STABILITY: SURFACE MOTION
 GA2269
 GA2269  HISTORY     - Date     Condition        Report By
 GA2269  HISTORY     - UNK      MONUMENTED       TNGS
 GA2269  HISTORY     - 1936     GOOD             TVA
 GA2269
 GA2269                          STATION DESCRIPTION
 GA2269
 GA2269'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2269'2.4 MI E FROM NEW LOYSTON.
 GA2269'2.4 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM VALLEY GROVE
 GA2269'CHURCH AT NEW LOYSTON, UNION COUNTY, EAST OF AN OLD FARMHOUSE,
 GA2269'750 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A
 GA2269'PRIVATE PROPERTY LINE, AND AT A LONE CEDAR TREE.  A STATE SURVEY
 GA2269'STANDARD DISK, STAMPED 632 AND SET IN THE TOP OF A CONCRETE
 GA2269'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0432 ***********************************************************************
 GC0432  DESIGNATION -  634.8
 GC0432  PID         -  GC0432
 GC0432  STATE/COUNTY-  TN/DAVIDSON
 GC0432  USGS QUAD   -  WHITES CREEK (1994)
 GC0432
 GC0432                         *CURRENT SURVEY CONTROL
 GC0432  ___________________________________________________________________
 GC0432* NAD 83(1986)-  36 22 20.     (N)    086 45 34.     (W)     SCALED    
 GC0432* NAVD 88     -       193.174  (meters)     633.77   (feet)  ADJUSTED  
 GC0432  ___________________________________________________________________
 GC0432  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0432  DYNAMIC HT  -         193.009 (meters)     633.23  (feet)  COMP
 GC0432  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0432
 GC0432  VERT ORDER  -  SECOND    CLASS 0
 GC0432
 GC0432.The horizontal coordinates were scaled from a topographic map and have
 GC0432.an estimated accuracy of +/- 6 seconds.
 GC0432
 GC0432.The orthometric height was determined by differential leveling
 GC0432.and adjusted by the National Geodetic Survey in June 1991..
 GC0432
 GC0432.The geoid height was determined by GEOID03.
 GC0432
 GC0432.The dynamic height is computed by dividing the NAVD 88
 GC0432.geopotential number by the normal gravity value computed on the
 GC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0432.degrees latitude (g = 980.6199 gals.).
 GC0432
 GC0432.The modeled gravity was interpolated from observed gravity values.
 GC0432
 GC0432;                    North         East    Units  Estimated Accuracy
 GC0432;SPC TN       -   226,480.      531,850.      MT  (+/- 180 meters Scaled)
 GC0432
 GC0432                          SUPERSEDED SURVEY CONTROL
 GC0432
 GC0432  NGVD 29 (??/??/92)  193.220  (m)          633.92   (f) ADJ UNCH    2 0
 GC0432
 GC0432.Superseded values are not recommended for survey control.
 GC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0432.See file dsdata.txt to determine how the superseded data were derived.
 GC0432
 GC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF215252(NAD 83)
 GC0432_MARKER: DD = SURVEY DISK
 GC0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0432_SP_SET: CURB
 GC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0432
 GC0432  HISTORY     - Date     Condition        Report By
 GC0432  HISTORY     - UNK      MONUMENTED       USGS
 GC0432  HISTORY     - 1935     GOOD             NGS
 GC0432
 GC0432                          STATION DESCRIPTION
 GC0432
 GC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0432'0.1 MI E FROM BAKERS SIDING.
 GC0432'0.1 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0432'BAKERS SIDING, DAVIDSON COUNTY, AT A GRAVEL ROAD CROSSING,
 GC0432'43 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.9 FEET EAST
 GC0432'OF THE EAST RAIL, ON THE TOP OF A CONCRETE CURB, AND 0.3 FOOT
 GC0432'ABOVE THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2596 ***********************************************************************
 AJ2596  DESIGNATION -  64
 AJ2596  PID         -  AJ2596
 AJ2596  STATE/COUNTY-  TN/SHELBY
 AJ2596  USGS QUAD   -  ELLENDALE (1993)
 AJ2596
 AJ2596                         *CURRENT SURVEY CONTROL
 AJ2596  ___________________________________________________________________
 AJ2596* NAD 83(1995)-  35 13 42.80659(N)    089 46 18.41895(W)     ADJUSTED  
 AJ2596* NAVD 88     -       115.78   (meters)     379.9    (feet)  LEVELING  
 AJ2596  ___________________________________________________________________
 AJ2596  X           -      20,775.645 (meters)                     COMP
 AJ2596  Y           -  -5,215,872.232 (meters)                     COMP
 AJ2596  Z           -   3,658,659.879 (meters)                     COMP
 AJ2596  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2596  ELLIP HEIGHT-          88.39  (meters)          (04/26/01) GPS OBS
 AJ2596  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2596
 AJ2596  HORZ ORDER  -  FIRST
 AJ2596  VERT ORDER  -  THIRD ?
 AJ2596  ELLP ORDER  -  FOURTH    CLASS I
 AJ2596
 AJ2596.The horizontal coordinates were established by GPS observations
 AJ2596.and adjusted by the National Geodetic Survey in April 2001..
 AJ2596
 AJ2596.The orthometric height was determined by differential leveling.
 AJ2596.The vertical network tie was performed by a horz. field party for horz.
 AJ2596.obs reductions. Reset procedures were used to establish the elevation.
 AJ2596
 AJ2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2596
 AJ2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2596
 AJ2596.The ellipsoidal height was determined by GPS observations
 AJ2596.and is referenced to NAD 83.
 AJ2596
 AJ2596.The geoid height was determined by GEOID03.
 AJ2596
 AJ2596;                    North         East     Units Scale Factor Converg.
 AJ2596;SPC TN       -   105,941.241   256,724.659   MT  1.00000385   -2 12 29.3
 AJ2596;SPC TN       -   347,575.55    842,270.82   sFT  1.00000385   -2 12 29.3
 AJ2596;UTM  16      - 3,901,911.009   247,742.340   MT  1.00038430   -1 35 59.0
 AJ2596
 AJ2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2596!SPC TN       -   0.99998613  x   1.00000385  =   0.99998998
 AJ2596!UTM  16      -   0.99998613  x   1.00038430  =   1.00037042
 AJ2596
 AJ2596                          SUPERSEDED SURVEY CONTROL
 AJ2596
 AJ2596.No superseded survey control is available for this station.
 AJ2596
 AJ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4774201911(NAD 83)
 AJ2596_MARKER: DD = SURVEY DISK
 AJ2596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2596+WITH SETTING: INFORMATION.
 AJ2596_STAMPING: 064
 AJ2596_MARK LOGO: MLGW  
 AJ2596_PROJECTION: FLUSH
 AJ2596_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2596+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2596_ROD/PIPE-DEPTH:  0.8 meters
 AJ2596
 AJ2596  HISTORY     - Date     Condition        Report By
 AJ2596  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2596  HISTORY     - 20030501 GOOD             TN1620
 AJ2596  HISTORY     - 20030507 GOOD             TN1620
 AJ2596
 AJ2596                          STATION DESCRIPTION
 AJ2596
 AJ2596'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2596'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY
 AJ2596'APPROXIMATELY 0.30 MILES (0.48 KM) NORTHEAST OF CITY OF BARTLETT CITY
 AJ2596'LIMITS.
 AJ2596'TO REACH THE STATION FROM THE INTERSECTION OF DAVIES PLANTATION ROAD
 AJ2596'AND BRUNSWICK ROAD, PROCEED NORTH ON BRUNSWICK ROAD APPROXIMATELY 0.45
 AJ2596'MILES (0.72 KM) TO BERLINWOOD DRIVE.  THE STATION IS ON THE RIGHT.
 AJ2596'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2596'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2596'A DETPH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2596'OF BRUNSWICK ROAD AND BERLINWOOD DRIVE, 101.40 FEET (30.91 M)
 AJ2596'SOUTHEAST OF A WOOD POWER POLE NO.  157764, 70.00 FEET (21.34 M)
 AJ2596'NORTHEAST OF A WOOD POWER POLE NO 210254, 33.00 FEET (10.06 M) EAST OF
 AJ2596'THE CENTERLINE OF BRUNSWICK ROAD, 28.00 FEET (8.53 M) NORTH OF THE
 AJ2596'CENTERLINE OF BERLINWOOD ROAD, 4.30 FEET (1.31 M) NORTHEAST OF A
 AJ2596'STREET SIGN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2596
 AJ2596                          STATION RECOVERY (2003)
 AJ2596
 AJ2596'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2596'RECOVERED IN GOOD CONDITION.
 AJ2596
 AJ2596                          STATION RECOVERY (2003)
 AJ2596
 AJ2596'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0486 ***********************************************************************
 FD0486  DESIGNATION -  648
 FD0486  PID         -  FD0486
 FD0486  STATE/COUNTY-  TN/WILLIAMSON
 FD0486  USGS QUAD   -  FRANKLIN (1981)
 FD0486
 FD0486                         *CURRENT SURVEY CONTROL
 FD0486  ___________________________________________________________________
 FD0486* NAD 83(1986)-  35 55 29.     (N)    086 52 06.     (W)     SCALED    
 FD0486* NAVD 88     -       197.077  (meters)     646.58   (feet)  ADJUSTED  
 FD0486  ___________________________________________________________________
 FD0486  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0486  DYNAMIC HT  -         196.904 (meters)     646.01  (feet)  COMP
 FD0486  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0486
 FD0486  VERT ORDER  -  FIRST     CLASS II
 FD0486
 FD0486.The horizontal coordinates were scaled from a topographic map and have
 FD0486.an estimated accuracy of +/- 6 seconds.
 FD0486
 FD0486.The orthometric height was determined by differential leveling
 FD0486.and adjusted by the National Geodetic Survey in June 1991..
 FD0486.WARNING-Repeat measurements at this control monument indicate possible
 FD0486.vertical movement.
 FD0486
 FD0486.The geoid height was determined by GEOID03.
 FD0486
 FD0486.The dynamic height is computed by dividing the NAVD 88
 FD0486.geopotential number by the normal gravity value computed on the
 FD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0486.degrees latitude (g = 980.6199 gals.).
 FD0486
 FD0486.The modeled gravity was interpolated from observed gravity values.
 FD0486
 FD0486;                    North         East    Units  Estimated Accuracy
 FD0486;SPC TN       -   176,910.      521,640.      MT  (+/- 180 meters Scaled)
 FD0486
 FD0486                          SUPERSEDED SURVEY CONTROL
 FD0486
 FD0486  NGVD 29 (??/??/92)  197.055  (m)          646.50   (f) ADJ UNCH    1 2
 FD0486
 FD0486.Superseded values are not recommended for survey control.
 FD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0486.See file dsdata.txt to determine how the superseded data were derived.
 FD0486
 FD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE118756(NAD 83)
 FD0486_MARKER: DD = SURVEY DISK
 FD0486_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FD0486_STAMPING: 648 NASHVILLE 1899
 FD0486_MARK LOGO: USGS  
 FD0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0486+STABILITY: POSITION/ELEVATION WELL
 FD0486
 FD0486  HISTORY     - Date     Condition        Report By
 FD0486  HISTORY     - 1899     MONUMENTED       USGS
 FD0486  HISTORY     - 1960     GOOD             NGS
 FD0486  HISTORY     - 1984     GOOD             NGS
 FD0486
 FD0486                          STATION DESCRIPTION
 FD0486
 FD0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0486'AT FRANKLIN.
 FD0486'ORIGINAL DESCRIPTION-- AT FRANKLIN, WILLIAMSON COUNTY, AT THE
 FD0486'COUNTY COURTHOUSE, MIDWAY BETWEEN THE FRONT ENTRANCE AND THE NORTH
 FD0486'CORNER OF THE BUILDING, AND IN THE TOP COURSE OF THE MASONRY
 FD0486'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FD0486'STAMPED 648 NASHVILLE 1899 AND SET VERTICALLY.
 FD0486
 FD0486                          STATION RECOVERY (1984)
 FD0486
 FD0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0486'RECOVERED IN GOOD CONDITION.
 FD0486'THE MARK IS 0.61 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2597 ***********************************************************************
 AJ2597  DESIGNATION -  65
 AJ2597  PID         -  AJ2597
 AJ2597  STATE/COUNTY-  TN/SHELBY
 AJ2597  USGS QUAD   -  EADS (1983)
 AJ2597
 AJ2597                         *CURRENT SURVEY CONTROL
 AJ2597  ___________________________________________________________________
 AJ2597* NAD 83(1995)-  35 13 36.47530(N)    089 43 54.37390(W)     ADJUSTED  
 AJ2597* NAVD 88     -       115.7    (meters)     380.     (feet)  GPS OBS   
 AJ2597  ___________________________________________________________________
 AJ2597  X           -      24,418.671 (meters)                     COMP
 AJ2597  Y           -  -5,215,968.911 (meters)                     COMP
 AJ2597  Z           -   3,658,500.429 (meters)                     COMP
 AJ2597  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ2597  ELLIP HEIGHT-          88.28  (meters)          (04/26/01) GPS OBS
 AJ2597  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2597
 AJ2597  HORZ ORDER  -  FIRST
 AJ2597  ELLP ORDER  -  FOURTH    CLASS I
 AJ2597
 AJ2597.The horizontal coordinates were established by GPS observations
 AJ2597.and adjusted by the National Geodetic Survey in April 2001..
 AJ2597
 AJ2597.The orthometric height was determined by GPS observations and a
 AJ2597.high-resolution geoid model.
 AJ2597
 AJ2597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2597
 AJ2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2597
 AJ2597.The ellipsoidal height was determined by GPS observations
 AJ2597.and is referenced to NAD 83.
 AJ2597
 AJ2597.The geoid height was determined by GEOID03.
 AJ2597
 AJ2597;                    North         East     Units Scale Factor Converg.
 AJ2597;SPC TN       -   105,606.663   260,357.042   MT  1.00000418   -2 11 05.0
 AJ2597;SPC TN       -   346,477.86    854,188.06   sFT  1.00000418   -2 11 05.0
 AJ2597;UTM  16      - 3,901,614.905   251,379.412   MT  1.00036184   -1 34 35.5
 AJ2597
 AJ2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2597!SPC TN       -   0.99998614  x   1.00000418  =   0.99999032
 AJ2597!UTM  16      -   0.99998614  x   1.00036184  =   1.00034798
 AJ2597
 AJ2597                          SUPERSEDED SURVEY CONTROL
 AJ2597
 AJ2597.No superseded survey control is available for this station.
 AJ2597
 AJ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5137901615(NAD 83)
 AJ2597_MARKER: DD = SURVEY DISK
 AJ2597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2597+WITH SETTING: INFORMATION.
 AJ2597_STAMPING: 065
 AJ2597_MARK LOGO: MLGW  
 AJ2597_PROJECTION: FLUSH
 AJ2597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2597+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 AJ2597_ROD/PIPE-DEPTH:  0.8 meters
 AJ2597
 AJ2597  HISTORY     - Date     Condition        Report By
 AJ2597  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2597  HISTORY     - 20030501 GOOD             TN1620
 AJ2597
 AJ2597                          STATION DESCRIPTION
 AJ2597
 AJ2597'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2597'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2597'ARLINGTON TENNESSEE APPROXIMATELY 0.25 MILES (0.40 KM) SOUTHWEST OF
 AJ2597'GARNER LAKE.
 AJ2597'TO REACH THE STATION FROM THE INTERSECTION OF CANADA ROAD AND
 AJ2597'INTERSTATE 40 (I-40) , PROCEED NORTH ON CANADA ROAD FOR APPROXIMATELY
 AJ2597'0.10 MILES (0.16 KM) TO HUFF N PUFF-SEED TICK ROAD, TURN RIGHT AND GO
 AJ2597'NORTHEAST ON HUFF N PUFF ROAD FOR 0.38 MILES (0.61 KM) TO THE STATION
 AJ2597'ON THE RIGHT.
 AJ2597'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2597'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2597'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 124.40 FEET (37.92 M)
 AJ2597'WEST OF A WOOD POWER POLE NO.  273089, 45.00 FEET (13.72 M) EAST OF A
 AJ2597'WOOD POWER POLE NO.  216758, 31.00 FEET (9.45 M) EAST OF A SIGN MARKED
 AJ2597'BEGIN SEED TICK ROAD, 23.30 FEET (7.10 M) SOUTH OF THE CENTERLINE OF
 AJ2597'SEED TICK ROAD, 10.70 FEET (3.26 M) NORTH OF A I-40 RIGHT-OF-WAY
 AJ2597'FENCE.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE
 AJ2597'STATION AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2597
 AJ2597                          STATION RECOVERY (2003)
 AJ2597
 AJ2597'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0886 ***********************************************************************
 GB0886  DESIGNATION -  65 4 17
 GB0886  PID         -  GB0886
 GB0886  STATE/COUNTY-  TN/MORGAN
 GB0886  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0886
 GB0886                         *CURRENT SURVEY CONTROL
 GB0886  ___________________________________________________________________
 GB0886* NAD 83(1986)-  36 13 39.     (N)    084 39 57.     (W)     SCALED    
 GB0886* NAVD 88     -       434.616  (meters)    1425.90   (feet)  ADJUSTED  
 GB0886  ___________________________________________________________________
 GB0886  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GB0886  DYNAMIC HT  -         434.235 (meters)    1424.65  (feet)  COMP
 GB0886  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 GB0886
 GB0886  VERT ORDER  -  FIRST     CLASS I
 GB0886
 GB0886.The horizontal coordinates were scaled from a topographic map and have
 GB0886.an estimated accuracy of +/- 6 seconds.
 GB0886
 GB0886.The orthometric height was determined by differential leveling
 GB0886.and adjusted by the National Geodetic Survey in June 1991..
 GB0886
 GB0886.The geoid height was determined by GEOID03.
 GB0886
 GB0886.The dynamic height is computed by dividing the NAVD 88
 GB0886.geopotential number by the normal gravity value computed on the
 GB0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0886.degrees latitude (g = 980.6199 gals.).
 GB0886
 GB0886.The modeled gravity was interpolated from observed gravity values.
 GB0886
 GB0886;                    North         East    Units  Estimated Accuracy
 GB0886;SPC TN       -   210,980.      719,940.      MT  (+/- 180 meters Scaled)
 GB0886
 GB0886                          SUPERSEDED SURVEY CONTROL
 GB0886
 GB0886  NGVD 29 (??/??/92)  434.720  (m)         1426.24   (f) ADJ UNCH    1 1
 GB0886
 GB0886.Superseded values are not recommended for survey control.
 GB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0886.See file dsdata.txt to determine how the superseded data were derived.
 GB0886
 GB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF097117(NAD 83)
 GB0886_MARKER: DD = SURVEY DISK
 GB0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0886_STAMPING: 65 4 17
 GB0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0886+STABILITY: SURFACE MOTION
 GB0886
 GB0886  HISTORY     - Date     Condition        Report By
 GB0886  HISTORY     - UNK      MONUMENTED       TNDG
 GB0886  HISTORY     - 1968     GOOD             NGS
 GB0886
 GB0886                          STATION DESCRIPTION
 GB0886
 GB0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0886'1.2 MI S FROM SUNBRIGHT.
 GB0886'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0886'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0886'SOUTHERN RAILWAY, THENCE 0.8 MILE SOUTH ALONG THE MAIN TRACK, ON
 GB0886'THE CREST OF THE SOUTH BANK OF A CUT FOR THE RAILROAD, 0.2
 GB0886'MILE NORTH OF MILEPOST 233, 52 1/2 FEET EAST OF THE EAST RAIL, 13
 GB0886'FEET WEST OF A FENCE, 84 FEET SOUTHEAST OF TELEPHONE POLE NUMBER G44,
 GB0886'49 FEET NORTHWEST OF A TELEPHONE POLE, 0.5 FOOT WEST OF A METAL
 GB0886'WITNESS POST, ABOUT 13 FEET ABOVE THE LEVEL OF THE TRACK, AND A
 GB0886'TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE
 GB0886'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0890 ***********************************************************************
 GB0890  DESIGNATION -  65 4 19
 GB0890  PID         -  GB0890
 GB0890  STATE/COUNTY-  TN/MORGAN
 GB0890  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0890
 GB0890                         *CURRENT SURVEY CONTROL
 GB0890  ___________________________________________________________________
 GB0890* NAD 83(1986)-  36 14 35.     (N)    084 40 14.     (W)     SCALED    
 GB0890* NAVD 88     -       398.497  (meters)    1307.40   (feet)  ADJUSTED  
 GB0890  ___________________________________________________________________
 GB0890  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0890  DYNAMIC HT  -         398.148 (meters)    1306.26  (feet)  COMP
 GB0890  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GB0890
 GB0890  VERT ORDER  -  FIRST     CLASS II
 GB0890
 GB0890.The horizontal coordinates were scaled from a topographic map and have
 GB0890.an estimated accuracy of +/- 6 seconds.
 GB0890
 GB0890.The orthometric height was determined by differential leveling
 GB0890.and adjusted by the National Geodetic Survey in June 1991..
 GB0890
 GB0890.The geoid height was determined by GEOID03.
 GB0890
 GB0890.The dynamic height is computed by dividing the NAVD 88
 GB0890.geopotential number by the normal gravity value computed on the
 GB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0890.degrees latitude (g = 980.6199 gals.).
 GB0890
 GB0890.The modeled gravity was interpolated from observed gravity values.
 GB0890
 GB0890;                    North         East    Units  Estimated Accuracy
 GB0890;SPC TN       -   212,700.      719,490.      MT  (+/- 180 meters Scaled)
 GB0890
 GB0890                          SUPERSEDED SURVEY CONTROL
 GB0890
 GB0890  NGVD 29 (??/??/92)  398.606  (m)         1307.76   (f) ADJ UNCH    1 2
 GB0890
 GB0890.Superseded values are not recommended for survey control.
 GB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0890.See file dsdata.txt to determine how the superseded data were derived.
 GB0890
 GB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF093134(NAD 83)
 GB0890_MARKER: DD = SURVEY DISK
 GB0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0890_STAMPING: 65 4 19
 GB0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0890+STABILITY: SURFACE MOTION
 GB0890
 GB0890  HISTORY     - Date     Condition        Report By
 GB0890  HISTORY     - UNK      MONUMENTED       TNDG
 GB0890  HISTORY     - 1950     GOOD             NGS
 GB0890  HISTORY     - 1968     MARK NOT FOUND   TNDG
 GB0890
 GB0890                          STATION DESCRIPTION
 GB0890
 GB0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0890'AT SUNBRIGHT.
 GB0890'AT SUNBRIGHT, AT THE INTERSECTION OF U.S. HIGHWAY 27 AND AN
 GB0890'EAST-WEST STREET AND TRAFFIC LIGHT, 92 FEET NORTHWEST AND ACROSS
 GB0890'THE STREET FROM THE NORTHWEST CORNER OF DOCTOR JONES STORE
 GB0890'BUILDING AND POST OFFICE, 30 FEET EAST OF THE CENTER LINE OF THE
 GB0890'HIGHWAY, 5 1/2 FEET WEST-NORTHWEST OF THE WEST END OF THE NORTH
 GB0890'HEAD WALL OF A CONCRETE BRIDGE OVER A CREEK, 4 FEET SOUTHEAST OF
 GB0890'A STOP SIGN, 77 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 GB0890'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING HOUSING
 GB0890'INTERNATIONAL HARVESTER MACHINERY SHOP, 1/2 FOOT SOUTH OF A
 GB0890'T.V.A. STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GB0890'PROJECTING 2 INCHES.
 GB0890
 GB0890                          STATION RECOVERY (1968)
 GB0890
 GB0890'RECOVERY NOTE BY TENNESSEE DIVISION OF GEOLOGY 1968
 GB0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0518 ***********************************************************************
 FE0518  DESIGNATION -  65 43 3
 FE0518  PID         -  FE0518
 FE0518  STATE/COUNTY-  TN/MCNAIRY
 FE0518  USGS QUAD   -  MASSEYVILLE (1961)
 FE0518
 FE0518                         *CURRENT SURVEY CONTROL
 FE0518  ___________________________________________________________________
 FE0518* NAD 83(1986)-  35 17 32.     (N)    088 38 07.     (W)     SCALED    
 FE0518* NAVD 88     -       145.553  (meters)     477.54   (feet)  ADJUSTED  
 FE0518  ___________________________________________________________________
 FE0518  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE0518  DYNAMIC HT  -         145.419 (meters)     477.10  (feet)  COMP
 FE0518  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FE0518
 FE0518  VERT ORDER  -  FIRST     CLASS II
 FE0518
 FE0518.The horizontal coordinates were scaled from a topographic map and have
 FE0518.an estimated accuracy of +/- 6 seconds.
 FE0518
 FE0518.The orthometric height was determined by differential leveling
 FE0518.and adjusted by the National Geodetic Survey in June 1991..
 FE0518
 FE0518.The geoid height was determined by GEOID03.
 FE0518
 FE0518.The dynamic height is computed by dividing the NAVD 88
 FE0518.geopotential number by the normal gravity value computed on the
 FE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0518.degrees latitude (g = 980.6199 gals.).
 FE0518
 FE0518.The modeled gravity was interpolated from observed gravity values.
 FE0518
 FE0518;                    North         East    Units  Estimated Accuracy
 FE0518;SPC TN       -   109,620.      360,320.      MT  (+/- 180 meters Scaled)
 FE0518
 FE0518                          SUPERSEDED SURVEY CONTROL
 FE0518
 FE0518  NGVD 29 (??/??/??)  145.558  (m)          477.55   (f) ADJUSTED    1 2
 FE0518
 FE0518.Superseded values are not recommended for survey control.
 FE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0518.See file dsdata.txt to determine how the superseded data were derived.
 FE0518
 FE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE513066(NAD 83)
 FE0518_MARKER: DD = SURVEY DISK
 FE0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0518_STAMPING: 65 43 3
 FE0518_MARK LOGO: TNDG  
 FE0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0518+STABILITY: SURFACE MOTION
 FE0518
 FE0518  HISTORY     - Date     Condition        Report By
 FE0518  HISTORY     - UNK      MONUMENTED       TNDG
 FE0518  HISTORY     - 1948     GOOD             CGS
 FE0518  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0518
 FE0518                          STATION DESCRIPTION
 FE0518
 FE0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0518'1.6 MI S FROM MCNAIRY.
 FE0518'ABOUT 1.55 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0518'FROM THE STATION AT MCNAIRY , ABOUT 0.35 MILE NORTH OF MILE POST
 FE0518'357, 135 FEET WEST OF THE WEST RAIL, 31 FEET EAST OF THE CENTER
 FE0518'LINE OF U.S. HIGHWAY 45, 1.5 FEET WEST OF TELEPHONE POLE 3807,
 FE0518'110 YARDS SOUTH OF A 3-FOOT CONCRETE CULVERT UNDER HIGHWAY 45,
 FE0518'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FE0518'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0518
 FE0518                          STATION RECOVERY (2002)
 FE0518
 FE0518'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0521 ***********************************************************************
 FE0521  DESIGNATION -  65 43 8
 FE0521  PID         -  FE0521
 FE0521  STATE/COUNTY-  TN/MCNAIRY
 FE0521  USGS QUAD   -  MASSEYVILLE (1961)
 FE0521
 FE0521                         *CURRENT SURVEY CONTROL
 FE0521  ___________________________________________________________________
 FE0521* NAD 83(1986)-  35 15 52.     (N)    088 37 53.     (W)     SCALED    
 FE0521* NAVD 88     -       149.279  (meters)     489.76   (feet)  ADJUSTED  
 FE0521  ___________________________________________________________________
 FE0521  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0521  DYNAMIC HT  -         149.142 (meters)     489.31  (feet)  COMP
 FE0521  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0521
 FE0521  VERT ORDER  -  FIRST     CLASS II
 FE0521
 FE0521.The horizontal coordinates were scaled from a topographic map and have
 FE0521.an estimated accuracy of +/- 6 seconds.
 FE0521
 FE0521.The orthometric height was determined by differential leveling
 FE0521.and adjusted by the National Geodetic Survey in June 1991..
 FE0521
 FE0521.The geoid height was determined by GEOID03.
 FE0521
 FE0521.The dynamic height is computed by dividing the NAVD 88
 FE0521.geopotential number by the normal gravity value computed on the
 FE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0521.degrees latitude (g = 980.6199 gals.).
 FE0521
 FE0521.The modeled gravity was interpolated from observed gravity values.
 FE0521
 FE0521;                    North         East    Units  Estimated Accuracy
 FE0521;SPC TN       -   106,530.      360,590.      MT  (+/- 180 meters Scaled)
 FE0521
 FE0521                          SUPERSEDED SURVEY CONTROL
 FE0521
 FE0521  NGVD 29 (??/??/??)  149.282  (m)          489.77   (f) ADJUSTED    1 2
 FE0521
 FE0521.Superseded values are not recommended for survey control.
 FE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0521.See file dsdata.txt to determine how the superseded data were derived.
 FE0521
 FE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE516035(NAD 83)
 FE0521_MARKER: DD = SURVEY DISK
 FE0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0521_STAMPING: 65 43 8
 FE0521_MARK LOGO: TNDG  
 FE0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0521+STABILITY: SURFACE MOTION
 FE0521
 FE0521  HISTORY     - Date     Condition        Report By
 FE0521  HISTORY     - UNK      MONUMENTED       TNGS
 FE0521  HISTORY     - 1948     GOOD             CGS
 FE0521  HISTORY     - 20020918 POOR             USACE
 FE0521
 FE0521                          STATION DESCRIPTION
 FE0521
 FE0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0521'2.6 MI NW FROM BETHEL SPRINGS.
 FE0521'ABOUT 2.55 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0521'RAILROAD FROM THE STATION AT BETHEL SPRINGS, 124 FEET WEST AND
 FE0521'ACROSS U.S. HIGHWAY 45 FROM THE WEST RAIL OF THE TRACK, 28 FEET
 FE0521'WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHWEST OF
 FE0521'THE NORTH END OF THE WEST HEAD WALL OF A 7-FOOT CONCRETE CULVERT
 FE0521'UNDER THE HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF A FARM
 FE0521'ROAD WEST, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0521'1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FE0521'POST PROJECTING 3 INCHES.
 FE0521
 FE0521                          STATION RECOVERY (2002)
 FE0521
 FE0521'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0521'MARK DESTROYED DUE TO NEW HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0522 ***********************************************************************
 FE0522  DESIGNATION -  65 43 9
 FE0522  PID         -  FE0522
 FE0522  STATE/COUNTY-  TN/MCNAIRY
 FE0522  USGS QUAD   -  MASSEYVILLE (1961)
 FE0522
 FE0522                         *CURRENT SURVEY CONTROL
 FE0522  ___________________________________________________________________
 FE0522* NAD 83(1986)-  35 15 37.     (N)    088 37 49.     (W)     SCALED    
 FE0522* NAVD 88     -       149.778  (meters)     491.40   (feet)  ADJUSTED  
 FE0522  ___________________________________________________________________
 FE0522  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0522  DYNAMIC HT  -         149.640 (meters)     490.94  (feet)  COMP
 FE0522  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0522
 FE0522  VERT ORDER  -  FIRST     CLASS II
 FE0522
 FE0522.The horizontal coordinates were scaled from a topographic map and have
 FE0522.an estimated accuracy of +/- 6 seconds.
 FE0522
 FE0522.The orthometric height was determined by differential leveling
 FE0522.and adjusted by the National Geodetic Survey in June 1991..
 FE0522
 FE0522.The geoid height was determined by GEOID03.
 FE0522
 FE0522.The dynamic height is computed by dividing the NAVD 88
 FE0522.geopotential number by the normal gravity value computed on the
 FE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0522.degrees latitude (g = 980.6199 gals.).
 FE0522
 FE0522.The modeled gravity was interpolated from observed gravity values.
 FE0522
 FE0522;                    North         East    Units  Estimated Accuracy
 FE0522;SPC TN       -   106,060.      360,680.      MT  (+/- 180 meters Scaled)
 FE0522
 FE0522                          SUPERSEDED SURVEY CONTROL
 FE0522
 FE0522  NGVD 29 (??/??/??)  149.780  (m)          491.40   (f) ADJUSTED    1 2
 FE0522
 FE0522.Superseded values are not recommended for survey control.
 FE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0522.See file dsdata.txt to determine how the superseded data were derived.
 FE0522
 FE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE517031(NAD 83)
 FE0522_MARKER: DD = SURVEY DISK
 FE0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0522_STAMPING: 65 43 9
 FE0522_MARK LOGO: TNDG  
 FE0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0522+STABILITY: SURFACE MOTION
 FE0522
 FE0522  HISTORY     - Date     Condition        Report By
 FE0522  HISTORY     - UNK      MONUMENTED       TNGS
 FE0522  HISTORY     - 1948     GOOD             CGS
 FE0522  HISTORY     - 20020918 POOR             USACE
 FE0522
 FE0522                          STATION DESCRIPTION
 FE0522
 FE0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0522'2.2 MI NW FROM BETHEL SPRINGS.
 FE0522'ABOUT 2.25 MILES NORTHWEST ALONG THE GULF MOBILE AND OHIO
 FE0522'RAILROAD FROM THE STATION AT BETHEL SPRINGS, ABOUT 100 YARDS
 FE0522'NORTHWEST OF MILE POST 355, 204 FEET SOUTHWEST AND ACROSS U.S.
 FE0522'HIGHWAY 45 FROM THE SOUTHWEST RAIL OF THE TRACK, 26 FEET
 FE0522'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET WEST AND
 FE0522'ACROSS THE HIGHWAY FROM THE WEST PORCH CORNER OF PINE REST STORE
 FE0522'AND SERVICE STATION, 2 FEET SOUTHWEST OF TELEPHONE POLE NO. 3861,
 FE0522'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 FE0522'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0522'2 INCHES.
 FE0522
 FE0522                          STATION RECOVERY (2002)
 FE0522
 FE0522'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0522'MARK DESTROYED DUE TO NEW HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0538 ***********************************************************************
 FE0538  DESIGNATION -  65 44 7
 FE0538  PID         -  FE0538
 FE0538  STATE/COUNTY-  TN/MCNAIRY
 FE0538  USGS QUAD   -  PURDY (1984)
 FE0538
 FE0538                         *CURRENT SURVEY CONTROL
 FE0538  ___________________________________________________________________
 FE0538* NAD 83(1986)-  35 10 53.     (N)    088 36 03.     (W)     SCALED    
 FE0538* NAVD 88     -       155.142  (meters)     509.00   (feet)  ADJUSTED  
 FE0538  ___________________________________________________________________
 FE0538  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0538  DYNAMIC HT  -         154.998 (meters)     508.52  (feet)  COMP
 FE0538  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FE0538
 FE0538  VERT ORDER  -  FIRST     CLASS II
 FE0538
 FE0538.The horizontal coordinates were scaled from a topographic map and have
 FE0538.an estimated accuracy of +/- 6 seconds.
 FE0538
 FE0538.The orthometric height was determined by differential leveling
 FE0538.and adjusted by the National Geodetic Survey in June 1991..
 FE0538
 FE0538.The geoid height was determined by GEOID03.
 FE0538
 FE0538.The dynamic height is computed by dividing the NAVD 88
 FE0538.geopotential number by the normal gravity value computed on the
 FE0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0538.degrees latitude (g = 980.6199 gals.).
 FE0538
 FE0538.The modeled gravity was interpolated from observed gravity values.
 FE0538
 FE0538;                    North         East    Units  Estimated Accuracy
 FE0538;SPC TN       -    97,240.      363,130.      MT  (+/- 180 meters Scaled)
 FE0538
 FE0538                          SUPERSEDED SURVEY CONTROL
 FE0538
 FE0538  NGVD 29 (??/??/??)  155.138  (m)          508.98   (f) ADJUSTED    1 2
 FE0538
 FE0538.Superseded values are not recommended for survey control.
 FE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0538.See file dsdata.txt to determine how the superseded data were derived.
 FE0538
 FE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD542943(NAD 83)
 FE0538_MARKER: DB = BENCH MARK DISK
 FE0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0538_STAMPING: 65 44 7
 FE0538_MARK LOGO: TNDG  
 FE0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0538+STABILITY: SURFACE MOTION
 FE0538
 FE0538  HISTORY     - Date     Condition        Report By
 FE0538  HISTORY     - UNK      MONUMENTED       TNDG
 FE0538  HISTORY     - 1948     GOOD             CGS
 FE0538  HISTORY     - 1949     GOOD             CGS
 FE0538  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0538
 FE0538                          STATION DESCRIPTION
 FE0538
 FE0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0538'1 MI N FROM SELMER.
 FE0538'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 45 FROM THE COURT
 FE0538'HOUSE AT SELMER, AT THE NORTH CITY LIMITS OF SELMER, ABOUT 0.5
 FE0538'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 64, AT THE T JUNCTION
 FE0538'OF A ROAD LEADING EAST AND UPHILL, 95 FEET EAST OF THE CENTER
 FE0538'LINE OF THE HIGHWAY, ABOUT 20 YARDS WEST OF THE TOP OF A GRADE,
 FE0538'18 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 62 FEET EAST
 FE0538'OF A POWER LINE CROSSING POLE, 2 FEET WEST OF A WHITE WOODEN
 FE0538'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD EAST AND SET IN THE
 FE0538'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A STEEL POST
 FE0538'WAS SET 2.0 FEET WEST OF MARKER.
 FE0538
 FE0538                          STATION RECOVERY (1949)
 FE0538
 FE0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0538'RECOVERED IN GOOD CONDITION.
 FE0538
 FE0538                          STATION RECOVERY (2002)
 FE0538
 FE0538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0538'A CONCRETE RETAINING WALL HAS BEEN BUILT IN AREA OF MARK. IF MARK
 FE0538'STILL EXISTS, IT IS APPROX. 4 FT BELOW DIRT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0539 ***********************************************************************
 FE0539  DESIGNATION -  65 44 8
 FE0539  PID         -  FE0539
 FE0539  STATE/COUNTY-  TN/MCNAIRY
 FE0539  USGS QUAD   -  PURDY (1984)
 FE0539
 FE0539                         *CURRENT SURVEY CONTROL
 FE0539  ___________________________________________________________________
 FE0539* NAD 83(1986)-  35 10 56.     (N)    088 35 51.     (W)     SCALED    
 FE0539* NAVD 88     -       171.348  (meters)     562.16   (feet)  ADJUSTED  
 FE0539  ___________________________________________________________________
 FE0539  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0539  DYNAMIC HT  -         171.189 (meters)     561.64  (feet)  COMP
 FE0539  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 FE0539
 FE0539  VERT ORDER  -  FIRST     CLASS II
 FE0539
 FE0539.The horizontal coordinates were scaled from a topographic map and have
 FE0539.an estimated accuracy of +/- 6 seconds.
 FE0539
 FE0539.The orthometric height was determined by differential leveling
 FE0539.and adjusted by the National Geodetic Survey in June 1991..
 FE0539
 FE0539.The geoid height was determined by GEOID03.
 FE0539
 FE0539.The dynamic height is computed by dividing the NAVD 88
 FE0539.geopotential number by the normal gravity value computed on the
 FE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0539.degrees latitude (g = 980.6199 gals.).
 FE0539
 FE0539.The modeled gravity was interpolated from observed gravity values.
 FE0539
 FE0539;                    North         East    Units  Estimated Accuracy
 FE0539;SPC TN       -    97,320.      363,430.      MT  (+/- 180 meters Scaled)
 FE0539
 FE0539                          SUPERSEDED SURVEY CONTROL
 FE0539
 FE0539  NGVD 29 (??/??/??)  171.345  (m)          562.15   (f) ADJUSTED    1 2
 FE0539
 FE0539.Superseded values are not recommended for survey control.
 FE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0539.See file dsdata.txt to determine how the superseded data were derived.
 FE0539
 FE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD545944(NAD 83)
 FE0539_MARKER: DD = SURVEY DISK
 FE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0539_STAMPING: 65 44 8
 FE0539_MARK LOGO: TNDG  
 FE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0539+STABILITY: SURFACE MOTION
 FE0539
 FE0539  HISTORY     - Date     Condition        Report By
 FE0539  HISTORY     - UNK      MONUMENTED       TNDG
 FE0539  HISTORY     - 1948     GOOD             CGS
 FE0539  HISTORY     - 1949     GOOD             CGS
 FE0539  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0539
 FE0539                          STATION DESCRIPTION
 FE0539
 FE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0539'1.2 MI N FROM SELMER.
 FE0539'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 45 FROM THE COURT
 FE0539'HOUSE AT SELMER, THENCE ABOUT 0.2 MILE EAST AND UP HILL ALONG A
 FE0539'GRADED DIRT ROAD, AT A CURVE IN THE ROAD WITH TANGENTS WEST AND
 FE0539'NORTHEAST AND THE JUNCTION OF A FARM ROAD LEADING EAST, 50 FEET
 FE0539'WEST-SOUTHWEST OF A POWER POLE (LINES SOUTH AND WEST), 14 FEET
 FE0539'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 13 FEET SOUTH
 FE0539'OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 14 FEET WEST OF
 FE0539'A NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE0539'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE0539'POST PROJECTING 5 INCHES.  NOTE-- A STEEL POST WAS SET 2.0 FEET
 FE0539'EAST OF MARKER.
 FE0539
 FE0539                          STATION RECOVERY (1949)
 FE0539
 FE0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0539'RECOVERED IN GOOD CONDITION.
 FE0539
 FE0539                          STATION RECOVERY (2002)
 FE0539
 FE0539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0539'SUSPECTED DESTROYED, AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0850 ***********************************************************************
 GB0850  DESIGNATION -  65 6 17
 GB0850  PID         -  GB0850
 GB0850  STATE/COUNTY-  TN/MORGAN
 GB0850  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0850
 GB0850                         *CURRENT SURVEY CONTROL
 GB0850  ___________________________________________________________________
 GB0850* NAD 83(1986)-  36 02 35.     (N)    084 35 58.     (W)     SCALED    
 GB0850* NAVD 88     -       254.528  (meters)     835.06   (feet)  ADJUSTED  
 GB0850  ___________________________________________________________________
 GB0850  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0850  DYNAMIC HT  -         254.298 (meters)     834.31  (feet)  COMP
 GB0850  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GB0850
 GB0850  VERT ORDER  -  FIRST     CLASS I
 GB0850
 GB0850.The horizontal coordinates were scaled from a topographic map and have
 GB0850.an estimated accuracy of +/- 6 seconds.
 GB0850
 GB0850.The orthometric height was determined by differential leveling
 GB0850.and adjusted by the National Geodetic Survey in June 1991..
 GB0850
 GB0850.The geoid height was determined by GEOID03.
 GB0850
 GB0850.The dynamic height is computed by dividing the NAVD 88
 GB0850.geopotential number by the normal gravity value computed on the
 GB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0850.degrees latitude (g = 980.6199 gals.).
 GB0850
 GB0850.The modeled gravity was interpolated from observed gravity values.
 GB0850
 GB0850;                    North         East    Units  Estimated Accuracy
 GB0850;SPC TN       -   190,600.      726,200.      MT  (+/- 180 meters Scaled)
 GB0850
 GB0850                          SUPERSEDED SURVEY CONTROL
 GB0850
 GB0850  NGVD 29 (??/??/92)  254.641  (m)          835.43   (f) ADJ UNCH    1 1
 GB0850
 GB0850.Superseded values are not recommended for survey control.
 GB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0850.See file dsdata.txt to determine how the superseded data were derived.
 GB0850
 GB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE162913(NAD 83)
 GB0850_MARKER: DD = SURVEY DISK
 GB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0850_STAMPING: 65 6 17
 GB0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0850+STABILITY: SURFACE MOTION
 GB0850
 GB0850  HISTORY     - Date     Condition        Report By
 GB0850  HISTORY     - UNK      MONUMENTED       TNDG
 GB0850  HISTORY     - 1968     GOOD             NGS
 GB0850
 GB0850                          STATION DESCRIPTION
 GB0850
 GB0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0850'4.8 MI NW FROM OAKDALE.
 GB0850'ABOUT 4.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0850'STATION AT OAKDALE, 0.5 MILE NORTHWEST OF MILEPOST 250, 0.3 MILE
 GB0850'SOUTHEAST OF THE SOUTHEAST END OF A STEEL RAILROAD BRIDGE OVER
 GB0850'CROOKED FORK, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GB0850'SOUTHWEST TRACK, 85 FEET SOUTH AND ACROSS THE TRACKS FROM TELEPHONE
 GB0850'POLE NUMBER E 32-30-G, 30.5 FEET WEST OF BENCH MARK H 191, ABOUT
 GB0850'3 FEET BELOW THE LEVEL OF THE TRACK, AND A TENNESSEE DIVISION
 GB0850'OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE POST WHICK PROJECTS
 GB0850'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0891 ***********************************************************************
 GB0891  DESIGNATION -  65 9 1
 GB0891  PID         -  GB0891
 GB0891  STATE/COUNTY-  TN/MORGAN
 GB0891  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0891
 GB0891                         *CURRENT SURVEY CONTROL
 GB0891  ___________________________________________________________________
 GB0891* NAD 83(1986)-  36 14 37.     (N)    084 40 19.     (W)     SCALED    
 GB0891* NAVD 88     -       399.974  (meters)    1312.25   (feet)  ADJUSTED  
 GB0891  ___________________________________________________________________
 GB0891  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0891  DYNAMIC HT  -         399.625 (meters)    1311.10  (feet)  COMP
 GB0891  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 GB0891
 GB0891  VERT ORDER  -  FIRST     CLASS I
 GB0891
 GB0891.The horizontal coordinates were scaled from a topographic map and have
 GB0891.an estimated accuracy of +/- 6 seconds.
 GB0891
 GB0891.The orthometric height was determined by differential leveling
 GB0891.and adjusted by the National Geodetic Survey in June 1991..
 GB0891.WARNING-Repeat measurements at this control monument indicate possible
 GB0891.vertical movement.
 GB0891
 GB0891.The geoid height was determined by GEOID03.
 GB0891
 GB0891.The dynamic height is computed by dividing the NAVD 88
 GB0891.geopotential number by the normal gravity value computed on the
 GB0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0891.degrees latitude (g = 980.6199 gals.).
 GB0891
 GB0891.The modeled gravity was interpolated from observed gravity values.
 GB0891
 GB0891;                    North         East    Units  Estimated Accuracy
 GB0891;SPC TN       -   212,760.      719,370.      MT  (+/- 180 meters Scaled)
 GB0891
 GB0891                          SUPERSEDED SURVEY CONTROL
 GB0891
 GB0891  NGVD 29 (??/??/92)  400.083  (m)         1312.61   (f) ADJ UNCH    1 1
 GB0891
 GB0891.Superseded values are not recommended for survey control.
 GB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0891.See file dsdata.txt to determine how the superseded data were derived.
 GB0891
 GB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF091134(NAD 83)
 GB0891_MARKER: DD = SURVEY DISK
 GB0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0891_STAMPING: 65 9 1
 GB0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0891+STABILITY: SURFACE MOTION
 GB0891
 GB0891  HISTORY     - Date     Condition        Report By
 GB0891  HISTORY     - UNK      MONUMENTED       TNDG
 GB0891  HISTORY     - 1968     GOOD             NGS
 GB0891
 GB0891                          STATION DESCRIPTION
 GB0891
 GB0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0891'0.1 MI W FROM SUNBRIGHT.
 GB0891'ABOUT 0.1 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0891'SUNBRIGHT, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET
 GB0891'EAST OF THE CENTERLINE OF A PAVED STREET, 4 FEET EAST OF A FIRE
 GB0891'HYDRANT, 7 FEET EAST OF POWER POLE NUMBER 30, 1 1/2 FEET NORTH
 GB0891'OF THE NORTH EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE
 GB0891'SIDEWALK, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND A
 GB0891'TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE
 GB0891'POST WHICH PROJECTS 7 INCHES.  NOTE-- THE MARK IS SLIGHTLY LOOSE
 GB0891'IN THE GROUND AND IS LOCATED IN AN AREA OF BUILT UP DIRT BETWEEN
 GB0891'THE SIDEWALK AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1867 ***********************************************************************
 GD1867  DESIGNATION -  66 21 12
 GD1867  PID         -  GD1867
 GD1867  STATE/COUNTY-  TN/OBION
 GD1867  USGS QUAD   -  OBION (1983)
 GD1867
 GD1867                         *CURRENT SURVEY CONTROL
 GD1867  ___________________________________________________________________
 GD1867* NAD 83(1986)-  36 15 00.     (N)    089 12 15.     (W)     SCALED    
 GD1867* NAVD 88     -        88.54   (+/-2cm)     290.5    (feet)  VERTCON   
 GD1867  ___________________________________________________________________
 GD1867  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1867
 GD1867  VERT ORDER  -  THIRD (See Below)
 GD1867
 GD1867.The horizontal coordinates were scaled from a topographic map and have
 GD1867.an estimated accuracy of +/- 6 seconds.
 GD1867
 GD1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1867.The vertical order pertains to the NGVD 29 superseded value.
 GD1867
 GD1867.The geoid height was determined by GEOID03.
 GD1867
 GD1867;                    North         East    Units  Estimated Accuracy
 GD1867;SPC TN       -   217,370.      312,070.      MT  (+/- 180 meters Scaled)
 GD1867
 GD1867                          SUPERSEDED SURVEY CONTROL
 GD1867
 GD1867  NGVD 29 (??/??/??)   88.52   (m)          290.4    (f) N HEIGHT    3  
 GD1867
 GD1867.Superseded values are not recommended for survey control.
 GD1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1867.See file dsdata.txt to determine how the superseded data were derived.
 GD1867
 GD1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF019139(NAD 83)
 GD1867_MARKER: DD = SURVEY DISK
 GD1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1867_SP_SET: CONCRETE POST
 GD1867_STAMPING: 66/21/12 291
 GD1867_MARK LOGO: TNDPW 
 GD1867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1867+STABILITY: SURFACE MOTION
 GD1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1867+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1987
 GD1867
 GD1867  HISTORY     - Date     Condition        Report By
 GD1867  HISTORY     - UNK      MONUMENTED       TNDG
 GD1867  HISTORY     - 19870710 GOOD             TNDT
 GD1867
 GD1867                          STATION DESCRIPTION
 GD1867
 GD1867'DESCRIBED BY TN DEPT OF TRANSP 1987
 GD1867'IN OBION, AT THE HIGH SCHOOL, 54 FEET SOUTHEAST OF THE SOUTHEAST
 GD1867'CORNER OF A BRICK BUILDING, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD1867'OF THE HIGH SCHOOL LUNCH ROOM, 1.5 FEET NORTH OF A SIDEWALK, AND A
 GD1867'TENNESSEE DIVISION OF GEOLOGY AND WORKS PROGRESS ADMINISTRATION DISK
 GD1867'SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1639 ***********************************************************************
 GD1639  DESIGNATION -  66 23 7
 GD1639  PID         -  GD1639
 GD1639  STATE/COUNTY-  TN/OBION
 GD1639  USGS QUAD   -  LANE (1983)
 GD1639
 GD1639                         *CURRENT SURVEY CONTROL
 GD1639  ___________________________________________________________________
 GD1639* NAD 83(1995)-  36 12 45.59891(N)    089 19 07.29078(W)     ADJUSTED  
 GD1639* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 GD1639  ___________________________________________________________________
 GD1639  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1639  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1639
 GD1639  HORZ ORDER  -  SECOND
 GD1639
 GD1639.The horizontal coordinates were established by classical geodetic methods
 GD1639.and adjusted by the National Geodetic Survey in April 1999..
 GD1639
 GD1639.The orthometric height was scaled from a topographic map.
 GD1639
 GD1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1639
 GD1639.The geoid height was determined by GEOID03.
 GD1639
 GD1639;                    North         East     Units Scale Factor Converg.
 GD1639;SPC TN       -   213,571.233   301,646.039   MT  0.99997017   -1 56 34.4
 GD1639;SPC TN       -   700,691.62    989,650.38   sFT  0.99997017   -1 56 34.4
 GD1639;UTM  16      - 4,010,029.113   291,567.007   MT  1.00013532   -1 22 13.2
 GD1639
 GD1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1639!SPC TN       -   0.99999094  x   0.99997017  =   0.99996111
 GD1639!UTM  16      -   0.99999094  x   1.00013532  =   1.00012626
 GD1639
 GD1639                          SUPERSEDED SURVEY CONTROL
 GD1639
 GD1639  NAD 83(1995)-  36 12 45.60250(N)    089 19 07.29044(W) AD(       ) 2
 GD1639  NAD 83(1995)-  36 12 45.60312(N)    089 19 07.28996(W) AD(       ) 2
 GD1639  NAD 83(1986)-  36 12 45.61031(N)    089 19 07.29053(W) AD(       ) 2
 GD1639  NAD 27      -  36 12 45.36690(N)    089 19 07.04030(W) AD(       ) 2
 GD1639
 GD1639.Superseded values are not recommended for survey control.
 GD1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1639.See file dsdata.txt to determine how the superseded data were derived.
 GD1639
 GD1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9156710029(NAD 83)
 GD1639_MARKER: DD = SURVEY DISK
 GD1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1639+STABILITY: SURFACE MOTION
 GD1639
 GD1639  HISTORY     - Date     Condition        Report By
 GD1639  HISTORY     - 1959     MONUMENTED       TNDG
 GD1639  HISTORY     - 1967     GOOD             CGS
 GD1639
 GD1639                          STATION DESCRIPTION
 GD1639
 GD1639'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1959 (GWM)
 GD1639'66-23-7 IS 23 FEET SOUTH OF A WIRE FENCE, 18 FEET SOUTHWEST OF A
 GD1639'POWERLINE POLE AND 12 FEET EAST OF A WIRE FENCE.  IT IS A TENNESSEE
 GD1639'DIVISION OF GEOLOGY DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GD1639'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 GD1639'66-23-7.
 GD1639
 GD1639                          STATION RECOVERY (1967)
 GD1639
 GD1639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1639'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 GD1639'DESCRIPTION OF THE MARK IS GIVEN IN THE BODY OF THE DESCRIPTION FOR
 GD1639'TRIANGULATION STATION SHARPS 1959.  SEE DESCRIPTION THEREOF.
 GD1639'
 GD1639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2 MILES
 GD1639'SOUTHEAST OF CLOVERDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0022 ***********************************************************************
 FD0022  DESIGNATION -  663
 FD0022  PID         -  FD0022
 FD0022  STATE/COUNTY-  TN/CANNON
 FD0022  USGS QUAD   -  READYVILLE (1974)
 FD0022
 FD0022                         *CURRENT SURVEY CONTROL
 FD0022  ___________________________________________________________________
 FD0022* NAD 83(1986)-  35 49 06.     (N)    086 09 07.     (W)     SCALED    
 FD0022* NAVD 88     -       202.528  (meters)     664.46   (feet)  POSTED    
 FD0022  ___________________________________________________________________
 FD0022  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FD0022  DYNAMIC HT  -         202.350 (meters)     663.88  (feet)  COMP
 FD0022  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FD0022
 FD0022  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FD0022
 FD0022.The horizontal coordinates were scaled from a topographic map and have
 FD0022.an estimated accuracy of +/- 6 seconds.
 FD0022
 FD0022.The orthometric height was determined by differential leveling
 FD0022.and adjusted by the National Geodetic Survey in 1992..
 FD0022.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FD0022.rate of 1.1 thru 2.0 mm/km.
 FD0022
 FD0022.The geoid height was determined by GEOID03.
 FD0022
 FD0022.The dynamic height is computed by dividing the NAVD 88
 FD0022.geopotential number by the normal gravity value computed on the
 FD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0022.degrees latitude (g = 980.6199 gals.).
 FD0022
 FD0022.The modeled gravity was interpolated from observed gravity values.
 FD0022
 FD0022;                    North         East    Units  Estimated Accuracy
 FD0022;SPC TN       -   164,770.      586,270.      MT  (+/- 180 meters Scaled)
 FD0022
 FD0022                          SUPERSEDED SURVEY CONTROL
 FD0022
 FD0022  NGVD 29 (??/??/92)  202.555  (m)          664.55   (f) ADJ UNCH    2 0
 FD0022
 FD0022.Superseded values are not recommended for survey control.
 FD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0022.See file dsdata.txt to determine how the superseded data were derived.
 FD0022
 FD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE766641(NAD 83)
 FD0022_MARKER: DD = SURVEY DISK
 FD0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0022_STAMPING: 663
 FD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0022+STABILITY: SURFACE MOTION
 FD0022
 FD0022  HISTORY     - Date     Condition        Report By
 FD0022  HISTORY     - UNK      MONUMENTED       USGS
 FD0022  HISTORY     - 1934     GOOD             NGS
 FD0022  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0022
 FD0022                          STATION DESCRIPTION
 FD0022
 FD0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0022'4.4 MI W FROM WOODBURY.
 FD0022'4.4 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0022'WOODBURY, CANNON COUNTY, 1.7 MILES EAST OF EAST FORK STONE
 FD0022'RIVER, 0.5 MILE WEST OF THE BRIDGE OVER LOCKS CREEK, AT THE SUMMIT
 FD0022'OF A HILL, IN FRONT OF A LARGE RED HOUSE, 15 FEET SOUTH OF THE
 FD0022'YARD GATE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FD0022'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 663
 FD0022'AND SET IN THE TOP OF A CONCRETE POST.  MARK HAS BEEN MUTILATED.
 FD0022
 FD0022                          STATION RECOVERY (2002)
 FD0022
 FD0022'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0022'ROAD HAS BEEN CUT- MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0006 ***********************************************************************
 FD0006  DESIGNATION -  668
 FD0006  PID         -  FD0006
 FD0006  STATE/COUNTY-  TN/RUTHERFORD
 FD0006  USGS QUAD   -  MURFREESBORO (1983)
 FD0006
 FD0006                         *CURRENT SURVEY CONTROL
 FD0006  ___________________________________________________________________
 FD0006* NAD 83(1986)-  35 45 08.     (N)    086 23 03.     (W)     SCALED    
 FD0006* NAVD 88     -       203.678  (meters)     668.23   (feet)  ADJUSTED  
 FD0006  ___________________________________________________________________
 FD0006  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0006  DYNAMIC HT  -         203.496 (meters)     667.64  (feet)  COMP
 FD0006  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FD0006
 FD0006  VERT ORDER  -  FIRST     CLASS II
 FD0006
 FD0006.The horizontal coordinates were scaled from a topographic map and have
 FD0006.an estimated accuracy of +/- 6 seconds.
 FD0006
 FD0006.The orthometric height was determined by differential leveling
 FD0006.and adjusted by the National Geodetic Survey in June 1991..
 FD0006
 FD0006.The geoid height was determined by GEOID03.
 FD0006
 FD0006.The dynamic height is computed by dividing the NAVD 88
 FD0006.geopotential number by the normal gravity value computed on the
 FD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0006.degrees latitude (g = 980.6199 gals.).
 FD0006
 FD0006.The modeled gravity was interpolated from observed gravity values.
 FD0006
 FD0006;                    North         East    Units  Estimated Accuracy
 FD0006;SPC TN       -   157,490.      565,260.      MT  (+/- 180 meters Scaled)
 FD0006
 FD0006                          SUPERSEDED SURVEY CONTROL
 FD0006
 FD0006  NGVD 29 (??/??/92)  203.684  (m)          668.25   (f) ADJ UNCH    1 2
 FD0006
 FD0006.Superseded values are not recommended for survey control.
 FD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0006.See file dsdata.txt to determine how the superseded data were derived.
 FD0006
 FD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE556566(NAD 83)
 FD0006_MARKER: DD = SURVEY DISK
 FD0006_SETTING: 66 = SET IN ROCK OUTCROP
 FD0006_SP_SET: LIMESTONE ROCK
 FD0006_STAMPING: 668
 FD0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0006+STABILITY: POSITION/ELEVATION WELL
 FD0006
 FD0006  HISTORY     - Date     Condition        Report By
 FD0006  HISTORY     - UNK      MONUMENTED       USGS
 FD0006  HISTORY     - 1934     GOOD             NGS
 FD0006
 FD0006                          STATION DESCRIPTION
 FD0006
 FD0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0006'0.2 MI E FROM RUCKER.
 FD0006'0.2 MILE EAST OF RUCKER, RUTHERFORD COUNTY, 20 FEET SOUTH OF THE
 FD0006'CENTERLINE OF A T-ROAD LEADING NORTH, AND IN A 3- BY 4-FOOT
 FD0006'LIMESTONE ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FD0006'DISK, STAMPED 668.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2598 ***********************************************************************
 AJ2598  DESIGNATION -  67
 AJ2598  PID         -  AJ2598
 AJ2598  STATE/COUNTY-  TN/SHELBY
 AJ2598  USGS QUAD   -  EADS (1983)
 AJ2598
 AJ2598                         *CURRENT SURVEY CONTROL
 AJ2598  ___________________________________________________________________
 AJ2598* NAD 83(1995)-  35 14 21.91297(N)    089 38 59.42470(W)     ADJUSTED  
 AJ2598* NAVD 88     -       102.5    (meters)     336.     (feet)  GPS OBS   
 AJ2598  ___________________________________________________________________
 AJ2598  X           -      31,872.237 (meters)                     COMP
 AJ2598  Y           -  -5,215,110.013 (meters)                     COMP
 AJ2598  Z           -   3,659,636.585 (meters)                     COMP
 AJ2598  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AJ2598  ELLIP HEIGHT-          75.04  (meters)          (04/26/01) GPS OBS
 AJ2598  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ2598
 AJ2598  HORZ ORDER  -  FIRST
 AJ2598  ELLP ORDER  -  FOURTH    CLASS I
 AJ2598
 AJ2598.The horizontal coordinates were established by GPS observations
 AJ2598.and adjusted by the National Geodetic Survey in April 2001..
 AJ2598
 AJ2598.The orthometric height was determined by GPS observations and a
 AJ2598.high-resolution geoid model.
 AJ2598
 AJ2598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2598
 AJ2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2598
 AJ2598.The ellipsoidal height was determined by GPS observations
 AJ2598.and is referenced to NAD 83.
 AJ2598
 AJ2598.The geoid height was determined by GEOID03.
 AJ2598
 AJ2598;                    North         East     Units Scale Factor Converg.
 AJ2598;SPC TN       -   106,724.780   267,862.554   MT  1.00000188   -2 08 12.3
 AJ2598;SPC TN       -   350,146.22    878,812.40   sFT  1.00000188   -2 08 12.3
 AJ2598;UTM  16      - 3,902,812.957   258,875.163   MT  1.00031659   -1 31 46.8
 AJ2598
 AJ2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2598!SPC TN       -   0.99998822  x   1.00000188  =   0.99999010
 AJ2598!UTM  16      -   0.99998822  x   1.00031659  =   1.00030481
 AJ2598
 AJ2598                          SUPERSEDED SURVEY CONTROL
 AJ2598
 AJ2598.No superseded survey control is available for this station.
 AJ2598
 AJ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5887502813(NAD 83)
 AJ2598_MARKER: DD = SURVEY DISK
 AJ2598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2598+WITH SETTING: INFORMATION.
 AJ2598_STAMPING: 067
 AJ2598_MARK LOGO: MLGW  
 AJ2598_PROJECTION: FLUSH
 AJ2598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2598+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2598_ROD/PIPE-DEPTH:  0.8 meters
 AJ2598
 AJ2598  HISTORY     - Date     Condition        Report By
 AJ2598  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2598
 AJ2598                          STATION DESCRIPTION
 AJ2598
 AJ2598'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2598'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2598'THE CITY OF ARLINGTON TENNESSEE AT THE SHELBY-FAYETTE COUNTY LINE.
 AJ2598'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 64 AND
 AJ2598'COLLIERVILLE-ARLINGTON ROAD, PROCEED NORTH ON COLLIERVILLE-ARLINGTON
 AJ2598'ROAD APPROXIMATELY 1.60 MILES (2.57 KM) TO BRAGG ROAD, CONTINUE NORTH
 AJ2598'ON COLLIERVILLE-ARLINGTON ROAD FOR 0.50 MILES (0.80 KM) TO THE STATION
 AJ2598'ON THE RIGHT.
 AJ2598'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2598'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2598'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 218.00 FEET (66.45 M)
 AJ2598'SOUTH OF THE CENTERLINE OF A CONCRETE SIDEWALK TO A CHURCH (CYPRESS
 AJ2598'CREEK PRIMATIVE BAPTIST CHURCH) , 20.50 FEET (6.25 M) EAST OF THE
 AJ2598'CENTERLINE OF COLLIERVILLE-ARLINGTON ROAD, 18.00 FEET (5.49 M) NORTH
 AJ2598'OF A WOOD POWER POLE NO.  40122.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2598'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1580 ***********************************************************************
 GB1580  DESIGNATION -  678.753
 GB1580  PID         -  GB1580
 GB1580  STATE/COUNTY-  TN/CLAY
 GB1580  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1580
 GB1580                         *CURRENT SURVEY CONTROL
 GB1580  ___________________________________________________________________
 GB1580* NAD 83(1986)-  36 32 24.     (N)    085 27 04.     (W)     SCALED    
 GB1580* NAVD 88     -       206.641  (meters)     677.95   (feet)  ADJUSTED  
 GB1580  ___________________________________________________________________
 GB1580  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1580  DYNAMIC HT  -         206.462 (meters)     677.37  (feet)  COMP
 GB1580  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GB1580
 GB1580  VERT ORDER  -  SECOND    CLASS 0
 GB1580
 GB1580.The horizontal coordinates were scaled from a topographic map and have
 GB1580.an estimated accuracy of +/- 6 seconds.
 GB1580
 GB1580.The orthometric height was determined by differential leveling
 GB1580.and adjusted by the National Geodetic Survey in June 1991..
 GB1580
 GB1580.The geoid height was determined by GEOID03.
 GB1580
 GB1580.The dynamic height is computed by dividing the NAVD 88
 GB1580.geopotential number by the normal gravity value computed on the
 GB1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1580.degrees latitude (g = 980.6199 gals.).
 GB1580
 GB1580.The modeled gravity was interpolated from observed gravity values.
 GB1580
 GB1580;                    North         East    Units  Estimated Accuracy
 GB1580;SPC TN       -   244,970.      649,150.      MT  (+/- 180 meters Scaled)
 GB1580
 GB1580                          SUPERSEDED SURVEY CONTROL
 GB1580
 GB1580  NGVD 29 (??/??/92)  206.750  (m)          678.31   (f) ADJ UNCH    2 0
 GB1580
 GB1580.Superseded values are not recommended for survey control.
 GB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1580.See file dsdata.txt to determine how the superseded data were derived.
 GB1580
 GB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF386449(NAD 83)
 GB1580_MARKER: DD = SURVEY DISK
 GB1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1580_SP_SET: FOOTING
 GB1580_STAMPING: BM 678.753
 GB1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1580
 GB1580  HISTORY     - Date     Condition        Report By
 GB1580  HISTORY     - UNK      MONUMENTED       DOD
 GB1580  HISTORY     - 1951     GOOD             NGS
 GB1580  HISTORY     - 1966     GOOD             NGS
 GB1580
 GB1580                          STATION DESCRIPTION
 GB1580
 GB1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1580'3.8 MI NE FROM CELINA.
 GB1580'ABOUT 2.85 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 53 FROM
 GB1580'THE COURT HOUSE AT CELINA, THENCE ABOUT 0.9 MILE EAST ALONG A
 GB1580'BLACK TOP ROAD TO DALE HOLLOW DAM, IN THE TOP OF THE NORTH
 GB1580'END OF THE EAST CONCRETE RAIL FOOTING OF DALE HOLLOW DAM ACROSS
 GB1580'OBEY RIVER, 9 1/2 FEET EAST OF CENTER LINE OF ROAD OVER DAM,
 GB1580'1 1/2 FEET SOUTH OF NORTH END OF GUARD RAIL AND ABOUT 0.8 FOOT
 GB1580'ABOVE ROAD ACROSS DAM.
 GB1580
 GB1580                          STATION RECOVERY (1966)
 GB1580
 GB1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1019 ***********************************************************************
 GC1019  DESIGNATION -  680
 GC1019  PID         -  GC1019
 GC1019  STATE/COUNTY-  TN/ROBERTSON
 GC1019  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1019
 GC1019                         *CURRENT SURVEY CONTROL
 GC1019  ___________________________________________________________________
 GC1019* NAD 83(1986)-  36 30 32.     (N)    086 53 07.     (W)     SCALED    
 GC1019* NAVD 88     -       206.359  (meters)     677.03   (feet)  ADJUSTED  
 GC1019  ___________________________________________________________________
 GC1019  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC1019  DYNAMIC HT  -         206.186 (meters)     676.46  (feet)  COMP
 GC1019  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GC1019
 GC1019  VERT ORDER  -  SECOND    CLASS 0
 GC1019
 GC1019.The horizontal coordinates were scaled from a topographic map and have
 GC1019.an estimated accuracy of +/- 6 seconds.
 GC1019
 GC1019.The orthometric height was determined by differential leveling
 GC1019.and adjusted by the National Geodetic Survey in June 1991..
 GC1019
 GC1019.The geoid height was determined by GEOID03.
 GC1019
 GC1019.The dynamic height is computed by dividing the NAVD 88
 GC1019.geopotential number by the normal gravity value computed on the
 GC1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1019.degrees latitude (g = 980.6199 gals.).
 GC1019
 GC1019.The modeled gravity was interpolated from observed gravity values.
 GC1019
 GC1019;                    North         East    Units  Estimated Accuracy
 GC1019;SPC TN       -   241,740.      520,700.      MT  (+/- 180 meters Scaled)
 GC1019
 GC1019                          SUPERSEDED SURVEY CONTROL
 GC1019
 GC1019  NGVD 29 (??/??/92)  206.406  (m)          677.18   (f) ADJ UNCH    2 0
 GC1019
 GC1019.Superseded values are not recommended for survey control.
 GC1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1019.See file dsdata.txt to determine how the superseded data were derived.
 GC1019
 GC1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF102404(NAD 83)
 GC1019_MARKER: DD = SURVEY DISK
 GC1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1019_STAMPING: 680 NASH
 GC1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1019+STABILITY: SURFACE MOTION
 GC1019
 GC1019  HISTORY     - Date     Condition        Report By
 GC1019  HISTORY     - UNK      MONUMENTED       USGS
 GC1019  HISTORY     - 1935     GOOD             NGS
 GC1019
 GC1019                          STATION DESCRIPTION
 GC1019
 GC1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1019'AT SPRINGFIELD.
 GC1019'AT SPRINGFIELD, ROBERTSON COUNTY, AT THE COUNTY COURTHOUSE,
 GC1019'24 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE
 GC1019'CONCRETE FACING, AND 3.5 FEET ABOVE THE GROUND.  A UNITED
 GC1019'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 680 NASH AND
 GC1019'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0708 ***********************************************************************
 FD0708  DESIGNATION -  683
 FD0708  PID         -  FD0708
 FD0708  STATE/COUNTY-  TN/MAURY
 FD0708  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0708
 FD0708                         *CURRENT SURVEY CONTROL
 FD0708  ___________________________________________________________________
 FD0708* NAD 83(1986)-  35 32 04.     (N)    087 12 25.     (W)     SCALED    
 FD0708* NAVD 88     -       207.714  (meters)     681.48   (feet)  ADJUSTED  
 FD0708  ___________________________________________________________________
 FD0708  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0708  DYNAMIC HT  -         207.526 (meters)     680.86  (feet)  COMP
 FD0708  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FD0708
 FD0708  VERT ORDER  -  FIRST     CLASS II
 FD0708
 FD0708.The horizontal coordinates were scaled from a topographic map and have
 FD0708.an estimated accuracy of +/- 6 seconds.
 FD0708
 FD0708.The orthometric height was determined by differential leveling
 FD0708.and adjusted by the National Geodetic Survey in June 1991..
 FD0708
 FD0708.The geoid height was determined by GEOID03.
 FD0708
 FD0708.The dynamic height is computed by dividing the NAVD 88
 FD0708.geopotential number by the normal gravity value computed on the
 FD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0708.degrees latitude (g = 980.6199 gals.).
 FD0708
 FD0708.The modeled gravity was interpolated from observed gravity values.
 FD0708
 FD0708;                    North         East    Units  Estimated Accuracy
 FD0708;SPC TN       -   133,940.      490,550.      MT  (+/- 180 meters Scaled)
 FD0708
 FD0708                          SUPERSEDED SURVEY CONTROL
 FD0708
 FD0708  NGVD 29 (??/??/92)  207.696  (m)          681.42   (f) ADJ UNCH    1 2
 FD0708
 FD0708.Superseded values are not recommended for survey control.
 FD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0708.See file dsdata.txt to determine how the superseded data were derived.
 FD0708
 FD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE812323(NAD 83)
 FD0708_MARKER: DD = SURVEY DISK
 FD0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0708_SP_SET: BUILDING
 FD0708_STAMPING: 683 NASHVILLE 1899
 FD0708_MARK LOGO: USGS  
 FD0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0708
 FD0708  HISTORY     - Date     Condition        Report By
 FD0708  HISTORY     - 1899     MONUMENTED       USGS
 FD0708  HISTORY     - 1943     GOOD             NGS
 FD0708  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0708  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0708
 FD0708                          STATION DESCRIPTION
 FD0708
 FD0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0708'AT MOUNT PLEASANT.
 FD0708'AT MOUNT PLEASANT, AT THE BRICK BUILDING ON THE NORTHEAST
 FD0708'CORNER OF THE INTERSECTION OF MAIN STREET AND BLUE GRASS AVENUE,
 FD0708'IN THE FACE OF THE BUILDING, SOUTH OF THE DOOR, AND 1.5 FEET
 FD0708'ABOVE THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 FD0708'STAMPED 683 NASHVILLE 1899 AND SET VERTICALLY.
 FD0708
 FD0708                          STATION RECOVERY (1984)
 FD0708
 FD0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0708'SEARCHED FOR BUT NOT RECOVERED, THE FACE OF THE BUILDING HAS BEEN
 FD0708'RENOVATED AND THE MARK HAS BEEN COVERED WITH NEW BRICK.
 FD0708
 FD0708                          STATION RECOVERY (2002)
 FD0708
 FD0708'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0708'WALL HAS BEEN BRICKED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1063 ***********************************************************************
 FD1063  DESIGNATION -  69 1
 FD1063  PID         -  FD1063
 FD1063  STATE/COUNTY-  TN/HARDIN
 FD1063  USGS QUAD   -  RANSOM STAND (1975)
 FD1063
 FD1063                         *CURRENT SURVEY CONTROL
 FD1063  ___________________________________________________________________
 FD1063* NAD 83(1986)-  35 00 56.     (N)    087 56 53.     (W)     SCALED    
 FD1063* NAVD 88     -       259.891  (meters)     852.66   (feet)  ADJUSTED  
 FD1063  ___________________________________________________________________
 FD1063  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1063  DYNAMIC HT  -         259.644 (meters)     851.85  (feet)  COMP
 FD1063  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD1063
 FD1063  VERT ORDER  -  SECOND    CLASS 0
 FD1063
 FD1063.The horizontal coordinates were scaled from a topographic map and have
 FD1063.an estimated accuracy of +/- 6 seconds.
 FD1063
 FD1063.The orthometric height was determined by differential leveling
 FD1063.and adjusted by the National Geodetic Survey in June 1991..
 FD1063
 FD1063.The geoid height was determined by GEOID03.
 FD1063
 FD1063.The dynamic height is computed by dividing the NAVD 88
 FD1063.geopotential number by the normal gravity value computed on the
 FD1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1063.degrees latitude (g = 980.6199 gals.).
 FD1063
 FD1063.The modeled gravity was interpolated from observed gravity values.
 FD1063
 FD1063;                    North         East    Units  Estimated Accuracy
 FD1063;SPC TN       -    77,460.      422,200.      MT  (+/- 180 meters Scaled)
 FD1063
 FD1063                          SUPERSEDED SURVEY CONTROL
 FD1063
 FD1063  NGVD 29 (??/??/92)  259.890  (m)          852.66   (f) ADJ UNCH    2 0
 FD1063
 FD1063.Superseded values are not recommended for survey control.
 FD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1063.See file dsdata.txt to determine how the superseded data were derived.
 FD1063
 FD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD135751(NAD 83)
 FD1063_MARKER: DD = SURVEY DISK
 FD1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1063_STAMPING: 69 1 1962
 FD1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1063+STABILITY: SURFACE MOTION
 FD1063
 FD1063  HISTORY     - Date     Condition        Report By
 FD1063  HISTORY     - 1962     MONUMENTED       TNHD
 FD1063
 FD1063                          STATION DESCRIPTION
 FD1063
 FD1063'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1063'24 MI SE FROM SAVANNAH.
 FD1063'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FD1063'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FD1063'25.65 MILES TO THE MARK ON THE LEFT.  THE MARK IS 30 FT. NORTH OF
 FD1063'THE CENTERLINE OF ST. RT. 69, 3 FT. SOUTH OF A POWER POLE, 2 FT.
 FD1063'SOUTHWEST OF A WITNESS POST AND APPROXIMATELY 3 FT. HIGHER THAN
 FD1063'THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1063'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, FLUSH
 FD1063'WITH THE GROUND AND STAMPED 69 - 1, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0444 ***********************************************************************
 FE0444  DESIGNATION -  69 10
 FE0444  PID         -  FE0444
 FE0444  STATE/COUNTY-  TN/HARDIN
 FE0444  USGS QUAD   -  LOWRYVILLE (1972)
 FE0444
 FE0444                         *CURRENT SURVEY CONTROL
 FE0444  ___________________________________________________________________
 FE0444* NAD 83(1986)-  35 06 00.     (N)    088 06 55.     (W)     SCALED    
 FE0444* NAVD 88     -       196.316  (meters)     644.08   (feet)  ADJUSTED  
 FE0444  ___________________________________________________________________
 FE0444  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE0444  DYNAMIC HT  -         196.134 (meters)     643.48  (feet)  COMP
 FE0444  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 FE0444
 FE0444  VERT ORDER  -  SECOND    CLASS 0
 FE0444
 FE0444.The horizontal coordinates were scaled from a topographic map and have
 FE0444.an estimated accuracy of +/- 6 seconds.
 FE0444
 FE0444.The orthometric height was determined by differential leveling
 FE0444.and adjusted by the National Geodetic Survey in June 1991..
 FE0444
 FE0444.The geoid height was determined by GEOID03.
 FE0444
 FE0444.The dynamic height is computed by dividing the NAVD 88
 FE0444.geopotential number by the normal gravity value computed on the
 FE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0444.degrees latitude (g = 980.6199 gals.).
 FE0444
 FE0444.The modeled gravity was interpolated from observed gravity values.
 FE0444
 FE0444;                    North         East    Units  Estimated Accuracy
 FE0444;SPC TN       -    87,150.      407,150.      MT  (+/- 180 meters Scaled)
 FE0444
 FE0444                          SUPERSEDED SURVEY CONTROL
 FE0444
 FE0444  NGVD 29 (??/??/??)  196.322  (m)          644.10   (f) ADJUSTED    2 0
 FE0444
 FE0444.Superseded values are not recommended for survey control.
 FE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0444.See file dsdata.txt to determine how the superseded data were derived.
 FE0444
 FE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD983847(NAD 83)
 FE0444_MARKER: DD = SURVEY DISK
 FE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0444_STAMPING: 69 - 10 1962
 FE0444_MARK LOGO: TNHD  
 FE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0444+STABILITY: SURFACE MOTION
 FE0444
 FE0444  HISTORY     - Date     Condition        Report By
 FE0444  HISTORY     - 1962     MONUMENTED       TNHD
 FE0444  HISTORY     - 1972     GOOD             TVA
 FE0444
 FE0444                          STATION DESCRIPTION
 FE0444
 FE0444'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0444'12 MI SE FROM SAVANNAH.
 FE0444'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0444'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0444'13 MILES TO THE MARK ON THE LEFT.  THE MARK IS 49 FT. NORTH OF
 FE0444'THE CENTERLINE OF ST. RT. 69, 10 FT. SOUTH OF A POWER POLE,
 FE0444'2.5 FT. SOUTH OF A WITNESS POST AND APPROXIMATELY 5 FT. HIGHER
 FE0444'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0444'DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 FE0444'MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 10, 1962.
 FE0444'NOTE-- 0.3 MI E FROM FRANKS GROCERY, STEEL POST AND SIGN SET
 FE0444'2.0 S.
 FE0444
 FE0444                          STATION RECOVERY (1972)
 FE0444
 FE0444'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0443 ***********************************************************************
 FE0443  DESIGNATION -  69 11
 FE0443  PID         -  FE0443
 FE0443  STATE/COUNTY-  TN/HARDIN
 FE0443  USGS QUAD   -  PICKWICK (1972)
 FE0443
 FE0443                         *CURRENT SURVEY CONTROL
 FE0443  ___________________________________________________________________
 FE0443* NAD 83(1986)-  35 06 05.     (N)    088 08 18.     (W)     SCALED    
 FE0443* NAVD 88     -       147.241  (meters)     483.07   (feet)  ADJUSTED  
 FE0443  ___________________________________________________________________
 FE0443  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0443  DYNAMIC HT  -         147.105 (meters)     482.63  (feet)  COMP
 FE0443  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FE0443
 FE0443  VERT ORDER  -  SECOND    CLASS 0
 FE0443
 FE0443.The horizontal coordinates were scaled from a topographic map and have
 FE0443.an estimated accuracy of +/- 6 seconds.
 FE0443
 FE0443.The orthometric height was determined by differential leveling
 FE0443.and adjusted by the National Geodetic Survey in June 1991..
 FE0443
 FE0443.The geoid height was determined by GEOID03.
 FE0443
 FE0443.The dynamic height is computed by dividing the NAVD 88
 FE0443.geopotential number by the normal gravity value computed on the
 FE0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0443.degrees latitude (g = 980.6199 gals.).
 FE0443
 FE0443.The modeled gravity was interpolated from observed gravity values.
 FE0443
 FE0443;                    North         East    Units  Estimated Accuracy
 FE0443;SPC TN       -    87,350.      405,050.      MT  (+/- 180 meters Scaled)
 FE0443
 FE0443                          SUPERSEDED SURVEY CONTROL
 FE0443
 FE0443  NGVD 29 (??/??/??)  147.250  (m)          483.10   (f) ADJUSTED    2 0
 FE0443
 FE0443.Superseded values are not recommended for survey control.
 FE0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0443.See file dsdata.txt to determine how the superseded data were derived.
 FE0443
 FE0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD962848(NAD 83)
 FE0443_MARKER: DD = SURVEY DISK
 FE0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0443_SP_SET: BRIDGE
 FE0443_STAMPING: 69 - 11 1962
 FE0443_MARK LOGO: TNHD  
 FE0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0443
 FE0443  HISTORY     - Date     Condition        Report By
 FE0443  HISTORY     - 1962     MONUMENTED       TNHD
 FE0443  HISTORY     - 1972     GOOD             TVA
 FE0443
 FE0443                          STATION DESCRIPTION
 FE0443
 FE0443'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0443'10.5 MI SE FROM SAVANNAH.
 FE0443'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0443'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0443'FOR 11.6 MILES TO A SMALL CONCRETE HIGHWAY BRIDGE AND THE MARK.
 FE0443'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FE0443'IN A DRILLED HOLE IN THE NORTHWEST END OF A THE BRIDGE, LEVEL
 FE0443'WITH THE ROAD AND STAMPED 69 - 11, 1962.
 FE0443
 FE0443                          STATION RECOVERY (1972)
 FE0443
 FE0443'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0441 ***********************************************************************
 FE0441  DESIGNATION -  69 12
 FE0441  PID         -  FE0441
 FE0441  STATE/COUNTY-  TN/HARDIN
 FE0441  USGS QUAD   -  PICKWICK (1972)
 FE0441
 FE0441                         *CURRENT SURVEY CONTROL
 FE0441  ___________________________________________________________________
 FE0441* NAD 83(1986)-  35 07 12.     (N)    088 10 30.     (W)     SCALED    
 FE0441* NAVD 88     -       156.113  (meters)     512.18   (feet)  ADJUSTED  
 FE0441  ___________________________________________________________________
 FE0441  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0441  DYNAMIC HT  -         155.969 (meters)     511.71  (feet)  COMP
 FE0441  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FE0441
 FE0441  VERT ORDER  -  SECOND    CLASS 0
 FE0441
 FE0441.The horizontal coordinates were scaled from a topographic map and have
 FE0441.an estimated accuracy of +/- 6 seconds.
 FE0441
 FE0441.The orthometric height was determined by differential leveling
 FE0441.and adjusted by the National Geodetic Survey in June 1991..
 FE0441
 FE0441.The geoid height was determined by GEOID03.
 FE0441
 FE0441.The dynamic height is computed by dividing the NAVD 88
 FE0441.geopotential number by the normal gravity value computed on the
 FE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0441.degrees latitude (g = 980.6199 gals.).
 FE0441
 FE0441.The modeled gravity was interpolated from observed gravity values.
 FE0441
 FE0441;                    North         East    Units  Estimated Accuracy
 FE0441;SPC TN       -    89,490.      401,750.      MT  (+/- 180 meters Scaled)
 FE0441
 FE0441                          SUPERSEDED SURVEY CONTROL
 FE0441
 FE0441  NGVD 29 (??/??/??)  156.122  (m)          512.21   (f) ADJUSTED    2 0
 FE0441
 FE0441.Superseded values are not recommended for survey control.
 FE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0441.See file dsdata.txt to determine how the superseded data were derived.
 FE0441
 FE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD929869(NAD 83)
 FE0441_MARKER: DD = SURVEY DISK
 FE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0441_STAMPING: 69-12 1962
 FE0441_MARK LOGO: TNHD  
 FE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0441+STABILITY: SURFACE MOTION
 FE0441
 FE0441  HISTORY     - Date     Condition        Report By
 FE0441  HISTORY     - 1962     MONUMENTED       TNHD
 FE0441  HISTORY     - 1972     GOOD             TVA
 FE0441
 FE0441                          STATION DESCRIPTION
 FE0441
 FE0441'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0441'8 MI SE FROM SAVANNAH.
 FE0441'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0441'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0441'9 MILES TO THE MARK ON THE LEFT.  THE MARK IS 32.5 FT. NORTH
 FE0441'OF THE CENTERLINE OF ST. RT. 69, 5 FT. SOUTHWEST OF A POWER POLE,
 FE0441'2 FT. SOUTH OF A WITNESS POST AND APPROXIMATELY 3 FT. LOWER
 FE0441'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0441'DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE, FLUSH,
 FE0441'CONCRETE MONUMENT, STAMPED 69-12 1962.  NOTE-- STEEL POST AND
 FE0441'SIGN SET 3 FT N.
 FE0441
 FE0441                          STATION RECOVERY (1972)
 FE0441
 FE0441'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0439 ***********************************************************************
 FE0439  DESIGNATION -  69 13
 FE0439  PID         -  FE0439
 FE0439  STATE/COUNTY-  TN/HARDIN
 FE0439  USGS QUAD   -  SAVANNAH (1991)
 FE0439
 FE0439                         *CURRENT SURVEY CONTROL
 FE0439  ___________________________________________________________________
 FE0439* NAD 83(1986)-  35 07 38.     (N)    088 11 24.     (W)     SCALED    
 FE0439* NAVD 88     -       149.698  (meters)     491.13   (feet)  ADJUSTED  
 FE0439  ___________________________________________________________________
 FE0439  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0439  DYNAMIC HT  -         149.561 (meters)     490.68  (feet)  COMP
 FE0439  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FE0439
 FE0439  VERT ORDER  -  SECOND    CLASS 0
 FE0439
 FE0439.The horizontal coordinates were scaled from a topographic map and have
 FE0439.an estimated accuracy of +/- 6 seconds.
 FE0439
 FE0439.The orthometric height was determined by differential leveling
 FE0439.and adjusted by the National Geodetic Survey in June 1991..
 FE0439
 FE0439.The geoid height was determined by GEOID03.
 FE0439
 FE0439.The dynamic height is computed by dividing the NAVD 88
 FE0439.geopotential number by the normal gravity value computed on the
 FE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0439.degrees latitude (g = 980.6199 gals.).
 FE0439
 FE0439.The modeled gravity was interpolated from observed gravity values.
 FE0439
 FE0439;                    North         East    Units  Estimated Accuracy
 FE0439;SPC TN       -    90,320.      400,400.      MT  (+/- 180 meters Scaled)
 FE0439
 FE0439                          SUPERSEDED SURVEY CONTROL
 FE0439
 FE0439  NGVD 29 (??/??/??)  149.707  (m)          491.16   (f) ADJUSTED    2 0
 FE0439
 FE0439.Superseded values are not recommended for survey control.
 FE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0439.See file dsdata.txt to determine how the superseded data were derived.
 FE0439
 FE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD915878(NAD 83)
 FE0439_MARKER: DD = SURVEY DISK
 FE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0439_STAMPING: 69 - 13 1962
 FE0439_MARK LOGO: TNHD  
 FE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0439+STABILITY: SURFACE MOTION
 FE0439
 FE0439  HISTORY     - Date     Condition        Report By
 FE0439  HISTORY     - 1962     MONUMENTED       TNHD
 FE0439  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0439
 FE0439                          STATION DESCRIPTION
 FE0439
 FE0439'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0439'6.8 MI SE FROM SAVANNAH.
 FE0439'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0439'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0439'7.75 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 24 FT. SOUTH
 FE0439'OF THE CENTERLINE OF ST. RT. 69, 2 FT. WEST OF A WITNESS POST
 FE0439'AND APPROXIMATELY 3 FT. LOWER THAN THE PAVEMENT.  THE MARK IS A
 FE0439'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FE0439'10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 FE0439'STAMPED 69 - 13, 1962.
 FE0439
 FE0439                          STATION RECOVERY (1972)
 FE0439
 FE0439'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0438 ***********************************************************************
 FE0438  DESIGNATION -  69 14
 FE0438  PID         -  FE0438
 FE0438  STATE/COUNTY-  TN/HARDIN
 FE0438  USGS QUAD   -  SAVANNAH (1991)
 FE0438
 FE0438                         *CURRENT SURVEY CONTROL
 FE0438  ___________________________________________________________________
 FE0438* NAD 83(1986)-  35 08 11.     (N)    088 12 28.     (W)     SCALED    
 FE0438* NAVD 88     -       139.678  (meters)     458.26   (feet)  ADJUSTED  
 FE0438  ___________________________________________________________________
 FE0438  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE0438  DYNAMIC HT  -         139.550 (meters)     457.84  (feet)  COMP
 FE0438  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FE0438
 FE0438  VERT ORDER  -  SECOND    CLASS 0
 FE0438
 FE0438.The horizontal coordinates were scaled from a topographic map and have
 FE0438.an estimated accuracy of +/- 6 seconds.
 FE0438
 FE0438.The orthometric height was determined by differential leveling
 FE0438.and adjusted by the National Geodetic Survey in June 1991..
 FE0438
 FE0438.The geoid height was determined by GEOID03.
 FE0438
 FE0438.The dynamic height is computed by dividing the NAVD 88
 FE0438.geopotential number by the normal gravity value computed on the
 FE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0438.degrees latitude (g = 980.6199 gals.).
 FE0438
 FE0438.The modeled gravity was interpolated from observed gravity values.
 FE0438
 FE0438;                    North         East    Units  Estimated Accuracy
 FE0438;SPC TN       -    91,370.      398,800.      MT  (+/- 180 meters Scaled)
 FE0438
 FE0438                          SUPERSEDED SURVEY CONTROL
 FE0438
 FE0438  NGVD 29 (??/??/??)  139.687  (m)          458.29   (f) ADJUSTED    2 0
 FE0438
 FE0438.Superseded values are not recommended for survey control.
 FE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0438.See file dsdata.txt to determine how the superseded data were derived.
 FE0438
 FE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD899888(NAD 83)
 FE0438_MARKER: DD = SURVEY DISK
 FE0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0438_SP_SET: CULVERT
 FE0438_STAMPING: 69 - 14 1962
 FE0438_MARK LOGO: TNHD  
 FE0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0438
 FE0438  HISTORY     - Date     Condition        Report By
 FE0438  HISTORY     - 1962     MONUMENTED       TNHD
 FE0438  HISTORY     - 1972     GOOD             TVA
 FE0438
 FE0438                          STATION DESCRIPTION
 FE0438
 FE0438'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0438'5.5 MI SE FROM SAVANNAH.
 FE0438'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0438'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT.
 FE0438'69 FOR 6.75 MILES TO A 24 FT. CONCRETE , BOX CULVERT AND THE MARK
 FE0438'ON THE RIGHT.  THE MARK IS 22 FT. WEST OF THE CENTERLINE OF ST. RT.
 FE0438'69, 3 FT. SOUTHEAST OF THE NORTHWEST END OF THE WEST HEADWALL
 FE0438'AND APPROXIMATELY 3 FT. LOWER THAN THE PAVEMENT.  THE MARK IS A
 FE0438'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 FE0438'HOLE IN THE TOP OF THE HEADWALL AND STAMPED 69 - 14, 1962.
 FE0438'NOTE-- 1.5 MI S FROM GRAHAM CHURCH AND CEMETERY.
 FE0438
 FE0438                          STATION RECOVERY (1972)
 FE0438
 FE0438'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0437 ***********************************************************************
 FE0437  DESIGNATION -  69 15
 FE0437  PID         -  FE0437
 FE0437  STATE/COUNTY-  TN/HARDIN
 FE0437  USGS QUAD   -  SAVANNAH (1991)
 FE0437
 FE0437                         *CURRENT SURVEY CONTROL
 FE0437  ___________________________________________________________________
 FE0437* NAD 83(1986)-  35 09 04.     (N)    088 12 47.     (W)     SCALED    
 FE0437* NAVD 88     -       146.350  (meters)     480.15   (feet)  ADJUSTED  
 FE0437  ___________________________________________________________________
 FE0437  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE0437  DYNAMIC HT  -         146.217 (meters)     479.71  (feet)  COMP
 FE0437  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 FE0437
 FE0437  VERT ORDER  -  SECOND    CLASS 0
 FE0437
 FE0437.The horizontal coordinates were scaled from a topographic map and have
 FE0437.an estimated accuracy of +/- 6 seconds.
 FE0437
 FE0437.The orthometric height was determined by differential leveling
 FE0437.and adjusted by the National Geodetic Survey in June 1991..
 FE0437
 FE0437.The geoid height was determined by GEOID03.
 FE0437
 FE0437.The dynamic height is computed by dividing the NAVD 88
 FE0437.geopotential number by the normal gravity value computed on the
 FE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0437.degrees latitude (g = 980.6199 gals.).
 FE0437
 FE0437.The modeled gravity was interpolated from observed gravity values.
 FE0437
 FE0437;                    North         East    Units  Estimated Accuracy
 FE0437;SPC TN       -    93,010.      398,360.      MT  (+/- 180 meters Scaled)
 FE0437
 FE0437                          SUPERSEDED SURVEY CONTROL
 FE0437
 FE0437  NGVD 29 (??/??/??)  146.360  (m)          480.18   (f) ADJUSTED    2 0
 FE0437
 FE0437.Superseded values are not recommended for survey control.
 FE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0437.See file dsdata.txt to determine how the superseded data were derived.
 FE0437
 FE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD895904(NAD 83)
 FE0437_MARKER: DD = SURVEY DISK
 FE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0437_STAMPING: 69 - 15 1962
 FE0437_MARK LOGO: TNHD  
 FE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0437+STABILITY: SURFACE MOTION
 FE0437
 FE0437  HISTORY     - Date     Condition        Report By
 FE0437  HISTORY     - 1962     MONUMENTED       TNHD
 FE0437  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0437
 FE0437                          STATION DESCRIPTION
 FE0437
 FE0437'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0437'4.5 MI SE FROM SAVANNAH.
 FE0437'FROM THE COURTHOUSE IN SAVANNAH GO EAST FOR 0.3 MILES ON U.S. 64
 FE0437'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0437'5.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS 31 FT. EAST OF
 FE0437'THE CENTERLINE OF ST. RT. 69, 5 FT. SOUTH OF A POWER POLE, 2 FT.
 FE0437'SOUTHEAST OF A WITNESS POST AND APPROXIMATELY LEVEL WITH THE
 FE0437'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0437'DISK SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FE0437'WITH THE GROUND AND STAMPED 69 - 15, 1962.
 FE0437
 FE0437                          STATION RECOVERY (1972)
 FE0437
 FE0437'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0436 ***********************************************************************
 FE0436  DESIGNATION -  69 16
 FE0436  PID         -  FE0436
 FE0436  STATE/COUNTY-  TN/HARDIN
 FE0436  USGS QUAD   -  SAVANNAH (1991)
 FE0436
 FE0436                         *CURRENT SURVEY CONTROL
 FE0436  ___________________________________________________________________
 FE0436* NAD 83(1986)-  35 09 57.     (N)    088 13 27.     (W)     SCALED    
 FE0436* NAVD 88     -       139.465  (meters)     457.56   (feet)  ADJUSTED  
 FE0436  ___________________________________________________________________
 FE0436  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE0436  DYNAMIC HT  -         139.338 (meters)     457.14  (feet)  COMP
 FE0436  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FE0436
 FE0436  VERT ORDER  -  SECOND    CLASS 0
 FE0436
 FE0436.The horizontal coordinates were scaled from a topographic map and have
 FE0436.an estimated accuracy of +/- 6 seconds.
 FE0436
 FE0436.The orthometric height was determined by differential leveling
 FE0436.and adjusted by the National Geodetic Survey in June 1991..
 FE0436
 FE0436.The geoid height was determined by GEOID03.
 FE0436
 FE0436.The dynamic height is computed by dividing the NAVD 88
 FE0436.geopotential number by the normal gravity value computed on the
 FE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0436.degrees latitude (g = 980.6199 gals.).
 FE0436
 FE0436.The modeled gravity was interpolated from observed gravity values.
 FE0436
 FE0436;                    North         East    Units  Estimated Accuracy
 FE0436;SPC TN       -    94,670.      397,390.      MT  (+/- 180 meters Scaled)
 FE0436
 FE0436                          SUPERSEDED SURVEY CONTROL
 FE0436
 FE0436  NGVD 29 (??/??/??)  139.475  (m)          457.59   (f) ADJUSTED    2 0
 FE0436
 FE0436.Superseded values are not recommended for survey control.
 FE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0436.See file dsdata.txt to determine how the superseded data were derived.
 FE0436
 FE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD885921(NAD 83)
 FE0436_MARKER: DD = SURVEY DISK
 FE0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0436_SP_SET: CULVERT
 FE0436_STAMPING: 69 - 16 1962
 FE0436_MARK LOGO: TNHD  
 FE0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0436
 FE0436  HISTORY     - Date     Condition        Report By
 FE0436  HISTORY     - 1962     MONUMENTED       TNHD
 FE0436  HISTORY     - 1972     GOOD             TVA
 FE0436
 FE0436                          STATION DESCRIPTION
 FE0436
 FE0436'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0436'3.5 MI SE FROM SAVANNAH.
 FE0436'FROM THE COURTHOUSE IN SAVANNAN GO EAST ON U.S. 64 FOR 0.3
 FE0436'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0436'FOR 4.5 MILES TO A 12 FOOT, CONCRETE BOX CULVERT AND THE MARK ON
 FE0436'THE LEFT.  THE MARK IS 6 INCHES SOUTH OF THE NORTH END OF THE
 FE0436'EAST HEADWALL AND APPROXIMATELY LEVEL WITH THE PAVEMENT.  THE MARK
 FE0436'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 FE0436'DRILLED HOLE IN THE TOP OF THE HEADWALL OF THE CULVERT AND
 FE0436'STAMPED 69 -16, 1962.  NOTE-- 0.5 MI N FROM CROSS RDS AND
 FE0436'MADDOX.
 FE0436
 FE0436                          STATION RECOVERY (1972)
 FE0436
 FE0436'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0435 ***********************************************************************
 FE0435  DESIGNATION -  69 17
 FE0435  PID         -  FE0435
 FE0435  STATE/COUNTY-  TN/HARDIN
 FE0435  USGS QUAD   -  SAVANNAH (1991)
 FE0435
 FE0435                         *CURRENT SURVEY CONTROL
 FE0435  ___________________________________________________________________
 FE0435* NAD 83(1986)-  35 10 43.     (N)    088 13 49.     (W)     SCALED    
 FE0435* NAVD 88     -       138.871  (meters)     455.61   (feet)  ADJUSTED  
 FE0435  ___________________________________________________________________
 FE0435  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0435  DYNAMIC HT  -         138.746 (meters)     455.20  (feet)  COMP
 FE0435  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 FE0435
 FE0435  VERT ORDER  -  SECOND    CLASS 0
 FE0435
 FE0435.The horizontal coordinates were scaled from a topographic map and have
 FE0435.an estimated accuracy of +/- 6 seconds.
 FE0435
 FE0435.The orthometric height was determined by differential leveling
 FE0435.and adjusted by the National Geodetic Survey in June 1991..
 FE0435
 FE0435.The geoid height was determined by GEOID03.
 FE0435
 FE0435.The dynamic height is computed by dividing the NAVD 88
 FE0435.geopotential number by the normal gravity value computed on the
 FE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0435.degrees latitude (g = 980.6199 gals.).
 FE0435
 FE0435.The modeled gravity was interpolated from observed gravity values.
 FE0435
 FE0435;                    North         East    Units  Estimated Accuracy
 FE0435;SPC TN       -    96,100.      396,860.      MT  (+/- 180 meters Scaled)
 FE0435
 FE0435                          SUPERSEDED SURVEY CONTROL
 FE0435
 FE0435  NGVD 29 (??/??/??)  138.883  (m)          455.65   (f) ADJUSTED    2 0
 FE0435
 FE0435.Superseded values are not recommended for survey control.
 FE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0435.See file dsdata.txt to determine how the superseded data were derived.
 FE0435
 FE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD879935(NAD 83)
 FE0435_MARKER: DD = SURVEY DISK
 FE0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0435_STAMPING: 69 - 17 1962
 FE0435_MARK LOGO: TNHD  
 FE0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0435+STABILITY: SURFACE MOTION
 FE0435
 FE0435  HISTORY     - Date     Condition        Report By
 FE0435  HISTORY     - 1962     MONUMENTED       TNHD
 FE0435  HISTORY     - 1972     GOOD             TVA
 FE0435
 FE0435                          STATION DESCRIPTION
 FE0435
 FE0435'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0435'3 MI SE FROM SAVANNAH.
 FE0435'FROM THE COURTHOUSE IN SAVANNAH GO FOR 0.3 MILES EAST ON U.S. 64
 FE0435'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0435'3.5 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 41 FT. WEST OF
 FE0435'THE CENTERLINE OF ST. RT. 69, 3 FT. EAST OF A BARBED WIRE FENCE,
 FE0435'2 FT. NORTH OF A WITNESS POST AND APPROXIMATELY 6 FT. HIGHER THAN
 FE0435'THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0435'DISK IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, FLUSH
 FE0435'WITH THE GROUND AND STAMPED 69 - 17, 1962.  NOTE-- 0.25 MI S
 FE0435'FROM CROSS RD TO AIRPORT, .700 FT N FROM COUNTY RD RIGHT, 0.3
 FE0435'MI N FROM COUNTRY CLUB, STEEL POST AND SIGN SET 1 FT SW OF
 FE0435'MONUMENT.
 FE0435
 FE0435                          STATION RECOVERY (1972)
 FE0435
 FE0435'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0433 ***********************************************************************
 FE0433  DESIGNATION -  69 18
 FE0433  PID         -  FE0433
 FE0433  STATE/COUNTY-  TN/HARDIN
 FE0433  USGS QUAD   -  SAVANNAH (1991)
 FE0433
 FE0433                         *CURRENT SURVEY CONTROL
 FE0433  ___________________________________________________________________
 FE0433* NAD 83(1986)-  35 11 35.     (N)    088 14 08.     (W)     SCALED    
 FE0433* NAVD 88     -       138.424  (meters)     454.15   (feet)  ADJUSTED  
 FE0433  ___________________________________________________________________
 FE0433  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0433  DYNAMIC HT  -         138.299 (meters)     453.74  (feet)  COMP
 FE0433  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FE0433
 FE0433  VERT ORDER  -  SECOND    CLASS 0
 FE0433
 FE0433.The horizontal coordinates were scaled from a topographic map and have
 FE0433.an estimated accuracy of +/- 6 seconds.
 FE0433
 FE0433.The orthometric height was determined by differential leveling
 FE0433.and adjusted by the National Geodetic Survey in June 1991..
 FE0433
 FE0433.The geoid height was determined by GEOID03.
 FE0433
 FE0433.The dynamic height is computed by dividing the NAVD 88
 FE0433.geopotential number by the normal gravity value computed on the
 FE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0433.degrees latitude (g = 980.6199 gals.).
 FE0433
 FE0433.The modeled gravity was interpolated from observed gravity values.
 FE0433
 FE0433;                    North         East    Units  Estimated Accuracy
 FE0433;SPC TN       -    97,710.      396,420.      MT  (+/- 180 meters Scaled)
 FE0433
 FE0433                          SUPERSEDED SURVEY CONTROL
 FE0433
 FE0433  NGVD 29 (??/??/??)  138.436  (m)          454.19   (f) ADJUSTED    2 0
 FE0433
 FE0433.Superseded values are not recommended for survey control.
 FE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0433.See file dsdata.txt to determine how the superseded data were derived.
 FE0433
 FE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD875951(NAD 83)
 FE0433_MARKER: DD = SURVEY DISK
 FE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0433_STAMPING: 69 - 18 1962
 FE0433_MARK LOGO: TNHD  
 FE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0433+STABILITY: SURFACE MOTION
 FE0433
 FE0433  HISTORY     - Date     Condition        Report By
 FE0433  HISTORY     - 1962     MONUMENTED       TNHD
 FE0433  HISTORY     - 1972     GOOD             TVA
 FE0433
 FE0433                          STATION DESCRIPTION
 FE0433
 FE0433'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0433'1.7 MI SE FROM SAVANNAH.
 FE0433'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0433'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0433'FOR 2.42 MILES TO THE MARK ON THE LEFT.  THE MARK IS 27 FT.
 FE0433'NORTHEAST OF ST. RT. 69, 2.3 FT. SOUTHWEST OF A FENCE, 5 FT.
 FE0433'SOUTH OF A POWER POLE AND 2 FT. NORTHWEST OF A WITNESS POST.
 FE0433'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK IN THE
 FE0433'TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0433'GROUND AND STAMPED 69 - 18, 1962.  NOTE-- STEEL POST AND SIGN
 FE0433'SET 2.0 E OF MONUMENT IN FENCELINE .25 MI S FROM SKY VUE DRIVE
 FE0433'IN THEATRE.
 FE0433
 FE0433                          STATION RECOVERY (1972)
 FE0433
 FE0433'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0432 ***********************************************************************
 FE0432  DESIGNATION -  69 19
 FE0432  PID         -  FE0432
 FE0432  STATE/COUNTY-  TN/HARDIN
 FE0432  USGS QUAD   -  SAVANNAH (1991)
 FE0432
 FE0432                         *CURRENT SURVEY CONTROL
 FE0432  ___________________________________________________________________
 FE0432* NAD 83(1986)-  35 12 15.     (N)    088 14 21.     (W)     SCALED    
 FE0432* NAVD 88     -       135.920  (meters)     445.93   (feet)  ADJUSTED  
 FE0432  ___________________________________________________________________
 FE0432  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0432  DYNAMIC HT  -         135.797 (meters)     445.53  (feet)  COMP
 FE0432  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FE0432
 FE0432  VERT ORDER  -  SECOND    CLASS 0
 FE0432
 FE0432.The horizontal coordinates were scaled from a topographic map and have
 FE0432.an estimated accuracy of +/- 6 seconds.
 FE0432
 FE0432.The orthometric height was determined by differential leveling
 FE0432.and adjusted by the National Geodetic Survey in June 1991..
 FE0432
 FE0432.The geoid height was determined by GEOID03.
 FE0432
 FE0432.The dynamic height is computed by dividing the NAVD 88
 FE0432.geopotential number by the normal gravity value computed on the
 FE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0432.degrees latitude (g = 980.6199 gals.).
 FE0432
 FE0432.The modeled gravity was interpolated from observed gravity values.
 FE0432
 FE0432;                    North         East    Units  Estimated Accuracy
 FE0432;SPC TN       -    98,950.      396,120.      MT  (+/- 180 meters Scaled)
 FE0432
 FE0432                          SUPERSEDED SURVEY CONTROL
 FE0432
 FE0432  NGVD 29 (??/??/??)  135.933  (m)          445.97   (f) ADJUSTED    2 0
 FE0432
 FE0432.Superseded values are not recommended for survey control.
 FE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0432.See file dsdata.txt to determine how the superseded data were derived.
 FE0432
 FE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD872963(NAD 83)
 FE0432_MARKER: DD = SURVEY DISK
 FE0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0432_STAMPING: 69 - 19 1962
 FE0432_MARK LOGO: TNHD  
 FE0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0432+STABILITY: SURFACE MOTION
 FE0432
 FE0432  HISTORY     - Date     Condition        Report By
 FE0432  HISTORY     - 1962     MONUMENTED       TNHD
 FE0432  HISTORY     - 1972     GOOD             TVA
 FE0432
 FE0432                          STATION DESCRIPTION
 FE0432
 FE0432'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0432'AT SAVANNAH.
 FE0432'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0432'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT.
 FE0432'69 FOR 1.6 MILES TO A GRAVELED ROAD AND THE MARK ON THE LEFT.
 FE0432'THE MARK IS 44 FT. NORTHEAST OF THE CENTERLINE OF ST. RT. 69,
 FE0432'17 FT. SOUTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD, 2.3
 FE0432'FT. SOUTH OF A POWER POLE, AND 2 FT WEST OF A WITNESS POST.
 FE0432'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FE0432'10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 FE0432'STAMPED 69 - 19, 1962.  NOTE-- MONUMENT IS AT INTERSECTION
 FE0432'FLORENCE LANE AND HWY 69.  100 FT SW FROM SAVANNAH MOTOR CO. 200 FT
 FE0432'N FROM MUG AND CONE DAIRY BAR.  3.0 W TO FIRE PLUG, 3.0 NE TO
 FE0432'POWER POLE, STEAL POST AND SIGN 2.0 E.
 FE0432
 FE0432                          STATION RECOVERY (1972)
 FE0432
 FE0432'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1062 ***********************************************************************
 FD1062  DESIGNATION -  69 2
 FD1062  PID         -  FD1062
 FD1062  STATE/COUNTY-  TN/HARDIN
 FD1062  USGS QUAD   -  RANSOM STAND (1975)
 FD1062
 FD1062                         *CURRENT SURVEY CONTROL
 FD1062  ___________________________________________________________________
 FD1062* NAD 83(1986)-  35 00 53.     (N)    087 58 23.     (W)     SCALED    
 FD1062* NAVD 88     -       211.825  (meters)     694.96   (feet)  ADJUSTED  
 FD1062  ___________________________________________________________________
 FD1062  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1062  DYNAMIC HT  -         211.625 (meters)     694.31  (feet)  COMP
 FD1062  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FD1062
 FD1062  VERT ORDER  -  SECOND    CLASS 0
 FD1062
 FD1062.The horizontal coordinates were scaled from a topographic map and have
 FD1062.an estimated accuracy of +/- 6 seconds.
 FD1062
 FD1062.The orthometric height was determined by differential leveling
 FD1062.and adjusted by the National Geodetic Survey in June 1991..
 FD1062
 FD1062.The geoid height was determined by GEOID03.
 FD1062
 FD1062.The dynamic height is computed by dividing the NAVD 88
 FD1062.geopotential number by the normal gravity value computed on the
 FD1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1062.degrees latitude (g = 980.6199 gals.).
 FD1062
 FD1062.The modeled gravity was interpolated from observed gravity values.
 FD1062
 FD1062;                    North         East    Units  Estimated Accuracy
 FD1062;SPC TN       -    77,420.      419,920.      MT  (+/- 180 meters Scaled)
 FD1062
 FD1062                          SUPERSEDED SURVEY CONTROL
 FD1062
 FD1062  NGVD 29 (??/??/92)  211.827  (m)          694.97   (f) ADJ UNCH    2 0
 FD1062
 FD1062.Superseded values are not recommended for survey control.
 FD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1062.See file dsdata.txt to determine how the superseded data were derived.
 FD1062
 FD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD112751(NAD 83)
 FD1062_MARKER: DD = SURVEY DISK
 FD1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1062_STAMPING: 69 2 1962
 FD1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1062+STABILITY: SURFACE MOTION
 FD1062
 FD1062  HISTORY     - Date     Condition        Report By
 FD1062  HISTORY     - 1962     MONUMENTED       TNHD
 FD1062
 FD1062                          STATION DESCRIPTION
 FD1062
 FD1062'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1062'23 MI SE FROM SAVANNAH.
 FD1062'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FD1062'TO THE INTERSECTION OF STATE RT. 69.  GO SOUTH ON ST. RT. 69
 FD1062'FOR 24.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS 24 FT.
 FD1062'NORTHWEST OF THE CENTERLINE OF ST. RT. 69, 15 FT. SOUTHWEST OF A
 FD1062'POWER POLE, 2 FT. NORTHEAST OF A WITNESS POST AND APPROXIMATELY
 FD1062'4 FT. HIGHER THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE
 FD1062'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE,
 FD1062'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 2, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0431 ***********************************************************************
 FE0431  DESIGNATION -  69 20
 FE0431  PID         -  FE0431
 FE0431  STATE/COUNTY-  TN/HARDIN
 FE0431  USGS QUAD   -  SAVANNAH (1991)
 FE0431
 FE0431                         *CURRENT SURVEY CONTROL
 FE0431  ___________________________________________________________________
 FE0431* NAD 83(1986)-  35 13 05.     (N)    088 14 22.     (W)     SCALED    
 FE0431* NAVD 88     -       135.856  (meters)     445.72   (feet)  ADJUSTED  
 FE0431  ___________________________________________________________________
 FE0431  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0431  DYNAMIC HT  -         135.733 (meters)     445.32  (feet)  COMP
 FE0431  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FE0431
 FE0431  VERT ORDER  -  SECOND    CLASS 0
 FE0431
 FE0431.The horizontal coordinates were scaled from a topographic map and have
 FE0431.an estimated accuracy of +/- 6 seconds.
 FE0431
 FE0431.The orthometric height was determined by differential leveling
 FE0431.and adjusted by the National Geodetic Survey in June 1991..
 FE0431
 FE0431.The geoid height was determined by GEOID03.
 FE0431
 FE0431.The dynamic height is computed by dividing the NAVD 88
 FE0431.geopotential number by the normal gravity value computed on the
 FE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0431.degrees latitude (g = 980.6199 gals.).
 FE0431
 FE0431.The modeled gravity was interpolated from observed gravity values.
 FE0431
 FE0431;                    North         East    Units  Estimated Accuracy
 FE0431;SPC TN       -   100,490.      396,130.      MT  (+/- 180 meters Scaled)
 FE0431
 FE0431                          SUPERSEDED SURVEY CONTROL
 FE0431
 FE0431  NGVD 29 (??/??/??)  135.868  (m)          445.76   (f) ADJUSTED    2 0
 FE0431
 FE0431.Superseded values are not recommended for survey control.
 FE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0431.See file dsdata.txt to determine how the superseded data were derived.
 FE0431
 FE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD871979(NAD 83)
 FE0431_MARKER: DD = SURVEY DISK
 FE0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0431_STAMPING: 69 - 20 1962
 FE0431_MARK LOGO: TNHD  
 FE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0431+STABILITY: SURFACE MOTION
 FE0431
 FE0431  HISTORY     - Date     Condition        Report By
 FE0431  HISTORY     - 1962     MONUMENTED       TNHD
 FE0431  HISTORY     - 1972     GOOD             TVA
 FE0431
 FE0431                          STATION DESCRIPTION
 FE0431
 FE0431'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0431'AT SAVANNAH.
 FE0431'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0431'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0431'0.64 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 28.5 FT. WEST
 FE0431'OF THE CENTERLINE OF ST. RT. 69, 22 FT. NORTH OF THE CENTER OF A
 FE0431'DRIVEWAY, 9 FT. NORTH OF A FIRE HYDRANT, 2.5 FT. NORTHWEST OF A
 FE0431'POWER POLE AND 2.5 FT. WEST OF A WITNESS POST.  THE MARK IS A
 FE0431'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10 INCH
 FE0431'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND STAMPED
 FE0431'69 - 20, 1962.  NOTE-- MONUMENT IS .2 1/2 TENTH MI S FROM
 FE0431'SAVANNAH ELEMENTARY SCHOOL, 0.1 MI N FROM TENN VALLEY ELECTRIC
 FE0431'COOPERATIVE.
 FE0431
 FE0431                          STATION RECOVERY (1972)
 FE0431
 FE0431'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1061 ***********************************************************************
 FD1061  DESIGNATION -  69 3
 FD1061  PID         -  FD1061
 FD1061  STATE/COUNTY-  TN/HARDIN
 FD1061  USGS QUAD   -  RANSOM STAND (1975)
 FD1061
 FD1061                         *CURRENT SURVEY CONTROL
 FD1061  ___________________________________________________________________
 FD1061* NAD 83(1986)-  35 00 55.     (N)    087 59 04.     (W)     SCALED    
 FD1061* NAVD 88     -       162.520  (meters)     533.20   (feet)  ADJUSTED  
 FD1061  ___________________________________________________________________
 FD1061  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1061  DYNAMIC HT  -         162.366 (meters)     532.70  (feet)  COMP
 FD1061  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FD1061
 FD1061  VERT ORDER  -  SECOND    CLASS 0
 FD1061
 FD1061.The horizontal coordinates were scaled from a topographic map and have
 FD1061.an estimated accuracy of +/- 6 seconds.
 FD1061
 FD1061.The orthometric height was determined by differential leveling
 FD1061.and adjusted by the National Geodetic Survey in June 1991..
 FD1061
 FD1061.The geoid height was determined by GEOID03.
 FD1061
 FD1061.The dynamic height is computed by dividing the NAVD 88
 FD1061.geopotential number by the normal gravity value computed on the
 FD1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1061.degrees latitude (g = 980.6199 gals.).
 FD1061
 FD1061.The modeled gravity was interpolated from observed gravity values.
 FD1061
 FD1061;                    North         East    Units  Estimated Accuracy
 FD1061;SPC TN       -    77,500.      418,880.      MT  (+/- 180 meters Scaled)
 FD1061
 FD1061                          SUPERSEDED SURVEY CONTROL
 FD1061
 FD1061  NGVD 29 (??/??/92)  162.522  (m)          533.21   (f) ADJ UNCH    2 0
 FD1061
 FD1061.Superseded values are not recommended for survey control.
 FD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1061.See file dsdata.txt to determine how the superseded data were derived.
 FD1061
 FD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD101751(NAD 83)
 FD1061_MARKER: DD = SURVEY DISK
 FD1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1061_SP_SET: BRIDGE
 FD1061_STAMPING: 69 3 1962
 FD1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1061
 FD1061  HISTORY     - Date     Condition        Report By
 FD1061  HISTORY     - 1962     MONUMENTED       TNHD
 FD1061
 FD1061                          STATION DESCRIPTION
 FD1061
 FD1061'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1061'22 MI SE FROM SAVANNAH.
 FD1061'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FD1061'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FD1061'23.31 MILES TO A LARGE CONCRETE AND STEEL HIGHWAY BRIDGE AND THE
 FD1061'MARK ON THE LEFT.  THE MARK IS 12 FT. NORTHEAST OF THE CENTERLINE
 FD1061'OF ST. RT. 69, IN THE NORTHEAST WINGWALL OF THE BRIDGE.  THE MARK
 FD1061'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 FD1061'DRILLED HOLE IN THE WINGWALL OF THE BRIDGE AND STAMPED 69 - 3, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0449 ***********************************************************************
 FE0449  DESIGNATION -  69 4
 FE0449  PID         -  FE0449
 FE0449  STATE/COUNTY-  TN/HARDIN
 FE0449  USGS QUAD   -  LOWRYVILLE (1972)
 FE0449
 FE0449                         *CURRENT SURVEY CONTROL
 FE0449  ___________________________________________________________________
 FE0449* NAD 83(1986)-  35 01 12.     (N)    088 00 24.     (W)     SCALED    
 FE0449* NAVD 88     -       235.807  (meters)     773.64   (feet)  ADJUSTED  
 FE0449  ___________________________________________________________________
 FE0449  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE0449  DYNAMIC HT  -         235.584 (meters)     772.91  (feet)  COMP
 FE0449  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FE0449
 FE0449  VERT ORDER  -  SECOND    CLASS 0
 FE0449
 FE0449.The horizontal coordinates were scaled from a topographic map and have
 FE0449.an estimated accuracy of +/- 6 seconds.
 FE0449
 FE0449.The orthometric height was determined by differential leveling
 FE0449.and adjusted by the National Geodetic Survey in June 1991..
 FE0449
 FE0449.The geoid height was determined by GEOID03.
 FE0449
 FE0449.The dynamic height is computed by dividing the NAVD 88
 FE0449.geopotential number by the normal gravity value computed on the
 FE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0449.degrees latitude (g = 980.6199 gals.).
 FE0449
 FE0449.The modeled gravity was interpolated from observed gravity values.
 FE0449
 FE0449;                    North         East    Units  Estimated Accuracy
 FE0449;SPC TN       -    78,070.      416,860.      MT  (+/- 180 meters Scaled)
 FE0449
 FE0449                          SUPERSEDED SURVEY CONTROL
 FE0449
 FE0449  NGVD 29 (??/??/??)  235.809  (m)          773.65   (f) ADJUSTED    2 0
 FE0449
 FE0449.Superseded values are not recommended for survey control.
 FE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0449.See file dsdata.txt to determine how the superseded data were derived.
 FE0449
 FE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD081757(NAD 83)
 FE0449_MARKER: DD = SURVEY DISK
 FE0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0449_STAMPING: 69 - 4 1962
 FE0449_MARK LOGO: TNHD  
 FE0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0449+STABILITY: SURFACE MOTION
 FE0449
 FE0449  HISTORY     - Date     Condition        Report By
 FE0449  HISTORY     - 1962     MONUMENTED       TNHD
 FE0449  HISTORY     - 1972     GOOD             TVA
 FE0449
 FE0449                          STATION DESCRIPTION
 FE0449
 FE0449'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0449'20.5 MI SE FROM SAVANNAH.
 FE0449'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0449'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0449'21.92 MILES TO A 3 FT. ROUND CONCRETE CULVERT AND THE MARK ON
 FE0449'THE LEFT.  THE MARK IS 1 FT. WEST OF THE EAST END OF THE NORTH
 FE0449'HEADWALL OF THE CULVERT AND APPROXIMATELY 6 FT. LOWER THAN THE
 FE0449'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0449'DISK CEMENTED IN A DRILLED HOLE IN THE HEADWALL OF THE CULVERT
 FE0449'AND STAMPED 69 - 4, 1962.  350 FT SE FROM BLOCK BUILDING, 500
 FE0449'FT N FROM TRUCK STOP AND SERVICE STATION.
 FE0449
 FE0449                          STATION RECOVERY (1972)
 FE0449
 FE0449'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0450 ***********************************************************************
 FE0450  DESIGNATION -  69 5
 FE0450  PID         -  FE0450
 FE0450  STATE/COUNTY-  TN/HARDIN
 FE0450  USGS QUAD   -  LOWRYVILLE (1972)
 FE0450
 FE0450                         *CURRENT SURVEY CONTROL
 FE0450  ___________________________________________________________________
 FE0450* NAD 83(1986)-  35 01 36.     (N)    088 01 29.     (W)     SCALED    
 FE0450* NAVD 88     -       247.177  (meters)     810.95   (feet)  ADJUSTED  
 FE0450  ___________________________________________________________________
 FE0450  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE0450  DYNAMIC HT  -         246.943 (meters)     810.18  (feet)  COMP
 FE0450  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 FE0450
 FE0450  VERT ORDER  -  SECOND    CLASS 0
 FE0450
 FE0450.The horizontal coordinates were scaled from a topographic map and have
 FE0450.an estimated accuracy of +/- 6 seconds.
 FE0450
 FE0450.The orthometric height was determined by differential leveling
 FE0450.and adjusted by the National Geodetic Survey in June 1991..
 FE0450
 FE0450.The geoid height was determined by GEOID03.
 FE0450
 FE0450.The dynamic height is computed by dividing the NAVD 88
 FE0450.geopotential number by the normal gravity value computed on the
 FE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0450.degrees latitude (g = 980.6199 gals.).
 FE0450
 FE0450.The modeled gravity was interpolated from observed gravity values.
 FE0450
 FE0450;                    North         East    Units  Estimated Accuracy
 FE0450;SPC TN       -    78,840.      415,230.      MT  (+/- 180 meters Scaled)
 FE0450
 FE0450                          SUPERSEDED SURVEY CONTROL
 FE0450
 FE0450  NGVD 29 (??/??/??)  247.179  (m)          810.95   (f) ADJUSTED    2 0
 FE0450
 FE0450.Superseded values are not recommended for survey control.
 FE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0450.See file dsdata.txt to determine how the superseded data were derived.
 FE0450
 FE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD065764(NAD 83)
 FE0450_MARKER: DD = SURVEY DISK
 FE0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0450_STAMPING: 69 - 5 1962
 FE0450_MARK LOGO: TNHD  
 FE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0450+STABILITY: SURFACE MOTION
 FE0450
 FE0450  HISTORY     - Date     Condition        Report By
 FE0450  HISTORY     - 1962     MONUMENTED       TNHD
 FE0450  HISTORY     - 1972     GOOD             TVA
 FE0450
 FE0450                          STATION DESCRIPTION
 FE0450
 FE0450'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0450'19.5 MI SE FROM SAVANNAH.
 FE0450'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0450'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0450'20.72 MILES TO THE MARK ON THE LEFT.  THE MARK IS 38.5 FT. NORTH
 FE0450'OF THE CENTERLINE OF ST. RT. 69, 3.5 FT. EAST OF A POWER POLE,
 FE0450'4.5 FT. NORTHEAST OF A WITNESS POST AND APPROXIMATELY 5 FT.
 FE0450'HIGHER THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE
 FE0450'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE,
 FE0450'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 5,
 FE0450'1962.  NOTE-- 1.9 MI S FROM WALNUT GROVE SCHOOL, 0.5 MI N FROM
 FE0450'COUNTY RD. INTERSECTION, MON. IS ON TOP OF HILL.  1.5 W TO
 FE0450'POWER POLE, 2.0 N OF STEEL POST AND SIGN.
 FE0450
 FE0450                          STATION RECOVERY (1972)
 FE0450
 FE0450'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0448 ***********************************************************************
 FE0448  DESIGNATION -  69 6
 FE0448  PID         -  FE0448
 FE0448  STATE/COUNTY-  TN/HARDIN
 FE0448  USGS QUAD   -  LOWRYVILLE (1972)
 FE0448
 FE0448                         *CURRENT SURVEY CONTROL
 FE0448  ___________________________________________________________________
 FE0448* NAD 83(1986)-  35 02 08.     (N)    088 02 46.     (W)     SCALED    
 FE0448* NAVD 88     -       233.300  (meters)     765.42   (feet)  ADJUSTED  
 FE0448  ___________________________________________________________________
 FE0448  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE0448  DYNAMIC HT  -         233.079 (meters)     764.69  (feet)  COMP
 FE0448  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 FE0448
 FE0448  VERT ORDER  -  SECOND    CLASS 0
 FE0448
 FE0448.The horizontal coordinates were scaled from a topographic map and have
 FE0448.an estimated accuracy of +/- 6 seconds.
 FE0448
 FE0448.The orthometric height was determined by differential leveling
 FE0448.and adjusted by the National Geodetic Survey in June 1991..
 FE0448
 FE0448.The geoid height was determined by GEOID03.
 FE0448
 FE0448.The dynamic height is computed by dividing the NAVD 88
 FE0448.geopotential number by the normal gravity value computed on the
 FE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0448.degrees latitude (g = 980.6199 gals.).
 FE0448
 FE0448.The modeled gravity was interpolated from observed gravity values.
 FE0448
 FE0448;                    North         East    Units  Estimated Accuracy
 FE0448;SPC TN       -    79,870.      413,300.      MT  (+/- 180 meters Scaled)
 FE0448
 FE0448                          SUPERSEDED SURVEY CONTROL
 FE0448
 FE0448  NGVD 29 (??/??/??)  233.302  (m)          765.42   (f) ADJUSTED    2 0
 FE0448
 FE0448.Superseded values are not recommended for survey control.
 FE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0448.See file dsdata.txt to determine how the superseded data were derived.
 FE0448
 FE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD045774(NAD 83)
 FE0448_MARKER: DD = SURVEY DISK
 FE0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0448_STAMPING: 69 - 6 1962
 FE0448_MARK LOGO: TNHD  
 FE0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0448+STABILITY: SURFACE MOTION
 FE0448
 FE0448  HISTORY     - Date     Condition        Report By
 FE0448  HISTORY     - 1962     MONUMENTED       TNHD
 FE0448  HISTORY     - 1972     GOOD             TVA
 FE0448
 FE0448                          STATION DESCRIPTION
 FE0448
 FE0448'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0448'18 MI SE FROM SAVANNAH.
 FE0448'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0448'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON RT. ST. 69
 FE0448'FOR 19.36 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 22.5 FT.
 FE0448'SOUTHWEST OF THE CENTERLINE OF ST. RT. 69, 3.5 FT. NORTHWEST
 FE0448'OF A POWER POLE, AND 2 FT. SOUTHEAST OF A WITNESS POST.  THE
 FE0448'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0448'THE TOP OF A 9 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0448'GROUND AND STAMPED 69 - 6, 1962.  NOTE-- 0.5 MI SE FROM WALNUT
 FE0448'GROVE SCHOOL, 300 FT N FROM ONE STORY HOUSE.
 FE0448
 FE0448                          STATION RECOVERY (1972)
 FE0448
 FE0448'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0447 ***********************************************************************
 FE0447  DESIGNATION -  69 7
 FE0447  PID         -  FE0447
 FE0447  STATE/COUNTY-  TN/HARDIN
 FE0447  USGS QUAD   -  LOWRYVILLE (1972)
 FE0447
 FE0447                         *CURRENT SURVEY CONTROL
 FE0447  ___________________________________________________________________
 FE0447* NAD 83(1986)-  35 03 15.     (N)    088 03 47.     (W)     SCALED    
 FE0447* NAVD 88     -       224.778  (meters)     737.46   (feet)  ADJUSTED  
 FE0447  ___________________________________________________________________
 FE0447  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE0447  DYNAMIC HT  -         224.567 (meters)     736.77  (feet)  COMP
 FE0447  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FE0447
 FE0447  VERT ORDER  -  SECOND    CLASS 0
 FE0447
 FE0447.The horizontal coordinates were scaled from a topographic map and have
 FE0447.an estimated accuracy of +/- 6 seconds.
 FE0447
 FE0447.The orthometric height was determined by differential leveling
 FE0447.and adjusted by the National Geodetic Survey in June 1991..
 FE0447
 FE0447.The geoid height was determined by GEOID03.
 FE0447
 FE0447.The dynamic height is computed by dividing the NAVD 88
 FE0447.geopotential number by the normal gravity value computed on the
 FE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0447.degrees latitude (g = 980.6199 gals.).
 FE0447
 FE0447.The modeled gravity was interpolated from observed gravity values.
 FE0447
 FE0447;                    North         East    Units  Estimated Accuracy
 FE0447;SPC TN       -    81,960.      411,800.      MT  (+/- 180 meters Scaled)
 FE0447
 FE0447                          SUPERSEDED SURVEY CONTROL
 FE0447
 FE0447  NGVD 29 (??/??/??)  224.781  (m)          737.47   (f) ADJUSTED    2 0
 FE0447
 FE0447.Superseded values are not recommended for survey control.
 FE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0447.See file dsdata.txt to determine how the superseded data were derived.
 FE0447
 FE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD030795(NAD 83)
 FE0447_MARKER: DD = SURVEY DISK
 FE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0447_STAMPING: 69 - 7 1962
 FE0447_MARK LOGO: TNHD  
 FE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0447+STABILITY: SURFACE MOTION
 FE0447
 FE0447  HISTORY     - Date     Condition        Report By
 FE0447  HISTORY     - 1962     MONUMENTED       TNHD
 FE0447  HISTORY     - 1972     GOOD             TVA
 FE0447
 FE0447                          STATION DESCRIPTION
 FE0447
 FE0447'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0447'16.5 MI SE FROM SAVANNAH.
 FE0447'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0447'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0447'17.75 MILES TO THE MARK ON THE LEFT.  THE MARK IS 24 FT. NORTHEAST
 FE0447'OF THE CENTERLINE OF ST. RT. 69, 4 FT. SOUTH OF A POWER POLE,
 FE0447'2.5 FT. WEST OF A WITNESS POST AND APPROXIMATELY 1.5 FT. LOWER
 FE0447'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0447'DEPARTMENT DISK SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE
 FE0447'MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 7, 1962.
 FE0447'NOTE-- MONUMENT IS 250 FT NW FROM ONE STORY FRAME HOUSE.  100
 FE0447'FT S FROM Y DRIVE, 800 FT S FROM WALNUT GROVE CHURCH.
 FE0447
 FE0447                          STATION RECOVERY (1972)
 FE0447
 FE0447'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0446 ***********************************************************************
 FE0446  DESIGNATION -  69 8
 FE0446  PID         -  FE0446
 FE0446  STATE/COUNTY-  TN/HARDIN
 FE0446  USGS QUAD   -  LOWRYVILLE (1972)
 FE0446
 FE0446                         *CURRENT SURVEY CONTROL
 FE0446  ___________________________________________________________________
 FE0446* NAD 83(1986)-  35 04 19.     (N)    088 04 51.     (W)     SCALED    
 FE0446* NAVD 88     -       235.106  (meters)     771.34   (feet)  ADJUSTED  
 FE0446  ___________________________________________________________________
 FE0446  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0446  DYNAMIC HT  -         234.886 (meters)     770.62  (feet)  COMP
 FE0446  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FE0446
 FE0446  VERT ORDER  -  SECOND    CLASS 0
 FE0446
 FE0446.The horizontal coordinates were scaled from a topographic map and have
 FE0446.an estimated accuracy of +/- 6 seconds.
 FE0446
 FE0446.The orthometric height was determined by differential leveling
 FE0446.and adjusted by the National Geodetic Survey in June 1991..
 FE0446
 FE0446.The geoid height was determined by GEOID03.
 FE0446
 FE0446.The dynamic height is computed by dividing the NAVD 88
 FE0446.geopotential number by the normal gravity value computed on the
 FE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0446.degrees latitude (g = 980.6199 gals.).
 FE0446
 FE0446.The modeled gravity was interpolated from observed gravity values.
 FE0446
 FE0446;                    North         East    Units  Estimated Accuracy
 FE0446;SPC TN       -    83,970.      410,220.      MT  (+/- 180 meters Scaled)
 FE0446
 FE0446                          SUPERSEDED SURVEY CONTROL
 FE0446
 FE0446  NGVD 29 (??/??/??)  235.109  (m)          771.35   (f) ADJUSTED    2 0
 FE0446
 FE0446.Superseded values are not recommended for survey control.
 FE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0446.See file dsdata.txt to determine how the superseded data were derived.
 FE0446
 FE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD014815(NAD 83)
 FE0446_MARKER: DD = SURVEY DISK
 FE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0446_STAMPING: 69 - 8 1962
 FE0446_MARK LOGO: TNHD  
 FE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0446+STABILITY: SURFACE MOTION
 FE0446
 FE0446  HISTORY     - Date     Condition        Report By
 FE0446  HISTORY     - 1962     MONUMENTED       TNHD
 FE0446  HISTORY     - 1972     GOOD             TVA
 FE0446
 FE0446                          STATION DESCRIPTION
 FE0446
 FE0446'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0446'15 MI SE FROM SAVANNAH.
 FE0446'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0446'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0446'FOR 16.12 MILES TO THE MARK ON THE LEFT.  THE MARK IS 29.5 FT.
 FE0446'NORTH OF THE CENTERLINE OF ST. RT. 69, 2.5 FT. SOUTH OF A
 FE0446'WITNESS POST AND APPROXIMATELY 2.5 FT. HIGHER THAN THE PAVEMENT.
 FE0446'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0446'TOP OF A 9 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND
 FE0446'AND STAMPED 69 - 8, 1962.  NOTE-- 1.5 MI NE FROM WALNUT GROVE
 FE0446'CHURCH.  300 FT E FROM CURVE IN RD. 200 FT E FROM SMALL DWELLING.
 FE0446
 FE0446                          STATION RECOVERY (1972)
 FE0446
 FE0446'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0445 ***********************************************************************
 FE0445  DESIGNATION -  69 9
 FE0445  PID         -  FE0445
 FE0445  STATE/COUNTY-  TN/HARDIN
 FE0445  USGS QUAD   -  LOWRYVILLE (1972)
 FE0445
 FE0445                         *CURRENT SURVEY CONTROL
 FE0445  ___________________________________________________________________
 FE0445* NAD 83(1986)-  35 05 27.     (N)    088 06 06.     (W)     SCALED    
 FE0445* NAVD 88     -       218.963  (meters)     718.38   (feet)  ADJUSTED  
 FE0445  ___________________________________________________________________
 FE0445  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE0445  DYNAMIC HT  -         218.759 (meters)     717.71  (feet)  COMP
 FE0445  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FE0445
 FE0445  VERT ORDER  -  SECOND    CLASS 0
 FE0445
 FE0445.The horizontal coordinates were scaled from a topographic map and have
 FE0445.an estimated accuracy of +/- 6 seconds.
 FE0445
 FE0445.The orthometric height was determined by differential leveling
 FE0445.and adjusted by the National Geodetic Survey in June 1991..
 FE0445
 FE0445.The geoid height was determined by GEOID03.
 FE0445
 FE0445.The dynamic height is computed by dividing the NAVD 88
 FE0445.geopotential number by the normal gravity value computed on the
 FE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0445.degrees latitude (g = 980.6199 gals.).
 FE0445
 FE0445.The modeled gravity was interpolated from observed gravity values.
 FE0445
 FE0445;                    North         East    Units  Estimated Accuracy
 FE0445;SPC TN       -    86,100.      408,360.      MT  (+/- 180 meters Scaled)
 FE0445
 FE0445                          SUPERSEDED SURVEY CONTROL
 FE0445
 FE0445  NGVD 29 (??/??/??)  218.968  (m)          718.40   (f) ADJUSTED    2 0
 FE0445
 FE0445.Superseded values are not recommended for survey control.
 FE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0445.See file dsdata.txt to determine how the superseded data were derived.
 FE0445
 FE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD995836(NAD 83)
 FE0445_MARKER: DD = SURVEY DISK
 FE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0445_STAMPING: 69 - 9 1962
 FE0445_MARK LOGO: TNHD  
 FE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0445+STABILITY: SURFACE MOTION
 FE0445
 FE0445  HISTORY     - Date     Condition        Report By
 FE0445  HISTORY     - 1962     MONUMENTED       TNHD
 FE0445  HISTORY     - 1972     GOOD             TVA
 FE0445
 FE0445                          STATION DESCRIPTION
 FE0445
 FE0445'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0445'13 MI SE FROM SAVANNAH.
 FE0445'FROM THE COURTHOUSE IN SAVANNAH, GO EAST ON U.S. HIGHWAY 64
 FE0445'FOR 0.3 MILE TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON
 FE0445'ST. RT. 69 FOR 14.42 MILES TO AN 18 INCH CONCRETE CULVERT AND
 FE0445'THE MARK ON THE LEFT.  THE MARK IS 29.5 FEET NORTH OF THE
 FE0445'CENTERLINE OF ST. RT. 69, 6 INCHES EAST OF THE WEST END OF THE
 FE0445'NORTH HEADWALL OF THE CULVERT AND APPROXIMATELY 7 FEET LOWER
 FE0445'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0445'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE TOP OF THE
 FE0445'HEADWALL OF THE CULVERT AND STAMPED 69 - 9, 1962.  NOTE-- 1.7
 FE0445'MI S FROM FRANKS GROCERY HWY 69.
 FE0445
 FE0445                          STATION RECOVERY (1972)
 FE0445
 FE0445'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0478 ***********************************************************************
 FD0478  DESIGNATION -  690
 FD0478  PID         -  FD0478
 FD0478  STATE/COUNTY-  TN/MAURY
 FD0478  USGS QUAD   -  GLENDALE (1981)
 FD0478
 FD0478                         *CURRENT SURVEY CONTROL
 FD0478  ___________________________________________________________________
 FD0478* NAD 83(1986)-  35 30 33.     (N)    086 53 31.     (W)     SCALED    
 FD0478* NAVD 88     -       209.360  (meters)     686.88   (feet)  ADJUSTED  
 FD0478  ___________________________________________________________________
 FD0478  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0478  DYNAMIC HT  -         209.173 (meters)     686.26  (feet)  COMP
 FD0478  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FD0478
 FD0478  VERT ORDER  -  FIRST     CLASS II
 FD0478
 FD0478.The horizontal coordinates were scaled from a topographic map and have
 FD0478.an estimated accuracy of +/- 6 seconds.
 FD0478
 FD0478.The orthometric height was determined by differential leveling
 FD0478.and adjusted by the National Geodetic Survey in June 1991..
 FD0478
 FD0478.The geoid height was determined by GEOID03.
 FD0478
 FD0478.The dynamic height is computed by dividing the NAVD 88
 FD0478.geopotential number by the normal gravity value computed on the
 FD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0478.degrees latitude (g = 980.6199 gals.).
 FD0478
 FD0478.The modeled gravity was interpolated from observed gravity values.
 FD0478
 FD0478;                    North         East    Units  Estimated Accuracy
 FD0478;SPC TN       -   130,830.      519,090.      MT  (+/- 180 meters Scaled)
 FD0478
 FD0478                          SUPERSEDED SURVEY CONTROL
 FD0478
 FD0478  NGVD 29 (??/??/92)  209.346  (m)          686.83   (f) ADJ UNCH    1 2
 FD0478
 FD0478.Superseded values are not recommended for survey control.
 FD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0478.See file dsdata.txt to determine how the superseded data were derived.
 FD0478
 FD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097295(NAD 83)
 FD0478_MARKER: DB = BENCH MARK DISK
 FD0478_SETTING: 66 = SET IN ROCK OUTCROP
 FD0478_SP_SET: ROCK OUTCROP
 FD0478_STAMPING: 690 NASHVILLE 1899
 FD0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0478+STABILITY: POSITION/ELEVATION WELL
 FD0478
 FD0478  HISTORY     - Date     Condition        Report By
 FD0478  HISTORY     - 1899     MONUMENTED       USGS
 FD0478  HISTORY     - 1960     GOOD             NGS
 FD0478
 FD0478                          STATION DESCRIPTION
 FD0478
 FD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0478'AT BRYANT.
 FD0478'ORIGINAL DESCRIPTION-- AT BRYANT, MAURY COUNTY, 0.25 MILE SOUTH
 FD0478'ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAY AND BRYANT
 FD0478'STATION SCHOOL, AT THE CROSSING OF THE ABANDONED NASHVILLE,
 FD0478'CHATTANOOGA AND ST. LOUIS RAILWAY, 165 FEET NORTHWEST OF THE
 FD0478'NORTHWEST CORNER OF THE OLD STATION BUILDING, 135 FEET SOUTH-SOUTHEAST
 FD0478'AND ACROSS THE ROAD FROM POWER POLE 6-0-141, 115 1/2 FEET
 FD0478'NORTHEAST OF THE CENTER OF THE CROSSING, 103 FEET NORTH-NORTHEAST
 FD0478'OF THE CENTER OF THE OLD RAILWAY BED, 50 FEET SOUTHEAST OF THE
 FD0478'CENTERLINE OF THE ROAD, 98 FEET SOUTHWEST OF AN OLD WELL, 76
 FD0478'FEET WEST OF A WELL, 44 1/2 FEET NORTHWEST OF A 24-INCH MAPLE
 FD0478'TREE AND SET IN THE TOP OF AN OUTCROP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0172 ***********************************************************************
 FD0172  DESIGNATION -  694
 FD0172  PID         -  FD0172
 FD0172  STATE/COUNTY-  TN/LINCOLN
 FD0172  USGS QUAD   -  MULBERRY (1972)
 FD0172
 FD0172                         *CURRENT SURVEY CONTROL
 FD0172  ___________________________________________________________________
 FD0172* NAD 83(1986)-  35 08 25.     (N)    086 28 59.     (W)     SCALED    
 FD0172* NAVD 88     -       211.195  (meters)     692.90   (feet)  ADJUSTED  
 FD0172  ___________________________________________________________________
 FD0172  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FD0172  DYNAMIC HT  -         210.997 (meters)     692.25  (feet)  COMP
 FD0172  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FD0172
 FD0172  VERT ORDER  -  FIRST     CLASS II
 FD0172
 FD0172.The horizontal coordinates were scaled from a topographic map and have
 FD0172.an estimated accuracy of +/- 6 seconds.
 FD0172
 FD0172.The orthometric height was determined by differential leveling
 FD0172.and adjusted by the National Geodetic Survey in June 1991..
 FD0172
 FD0172.The geoid height was determined by GEOID03.
 FD0172
 FD0172.The dynamic height is computed by dividing the NAVD 88
 FD0172.geopotential number by the normal gravity value computed on the
 FD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0172.degrees latitude (g = 980.6199 gals.).
 FD0172
 FD0172.The modeled gravity was interpolated from observed gravity values.
 FD0172
 FD0172;                    North         East    Units  Estimated Accuracy
 FD0172;SPC TN       -    89,640.      555,980.      MT  (+/- 180 meters Scaled)
 FD0172
 FD0172                          SUPERSEDED SURVEY CONTROL
 FD0172
 FD0172  NGVD 29 (??/??/92)  211.174  (m)          692.83   (f) ADJ UNCH    1 2
 FD0172
 FD0172.Superseded values are not recommended for survey control.
 FD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0172.See file dsdata.txt to determine how the superseded data were derived.
 FD0172
 FD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED470887(NAD 83)
 FD0172_MARKER: DD = SURVEY DISK
 FD0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0172_SP_SET: PIER
 FD0172_STAMPING: 694 NASHVILLE 1899
 FD0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0172
 FD0172  HISTORY     - Date     Condition        Report By
 FD0172  HISTORY     - 1899     MONUMENTED       USGS
 FD0172  HISTORY     - 1949     GOOD             NGS
 FD0172  HISTORY     - 20010731 MARK NOT FOUND   TNDT
 FD0172
 FD0172                          STATION DESCRIPTION
 FD0172
 FD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0172'1.4 MI NW FROM KELSO.
 FD0172'1.35 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0172'ST. LOUIS RAILWAY FROM THE STATION AT KELSO, SET IN THE TOP OF THE
 FD0172'SOUTHWEST END OF THE STONE PIER UNDER SOUTHEAST END OF SOUTHEAST
 FD0172'TRUSS OF RAILROAD BRIDGE NO. 33.3 OVER ELK RIVER, 5 1/2 FEET
 FD0172'SOUTHWEST OF THE SOUTHWEST RAIL AND 2 FEET BELOW THE TRACK.
 FD0172'DISK IS SLIGHTLY MUTILATED.  SURFACE OF DISK NOT LEVEL.  ROD
 FD0172'HELD ON CENTER OF DISK.
 FD0172
 FD0172                          STATION RECOVERY (2001)
 FD0172
 FD0172'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0172'BRIDGE HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0490 ***********************************************************************
 FD0490  DESIGNATION -  697
 FD0490  PID         -  FD0490
 FD0490  STATE/COUNTY-  TN/WILLIAMSON
 FD0490  USGS QUAD   -  SPRING HILL (1979)
 FD0490
 FD0490                         *CURRENT SURVEY CONTROL
 FD0490  ___________________________________________________________________
 FD0490* NAD 83(1986)-  35 50 20.     (N)    086 53 57.     (W)     SCALED    
 FD0490* NAVD 88     -       212.081  (meters)     695.80   (feet)  ADJUSTED  
 FD0490  ___________________________________________________________________
 FD0490  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD0490  DYNAMIC HT  -         211.893 (meters)     695.19  (feet)  COMP
 FD0490  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0490
 FD0490  VERT ORDER  -  FIRST     CLASS II
 FD0490
 FD0490.The horizontal coordinates were scaled from a topographic map and have
 FD0490.an estimated accuracy of +/- 6 seconds.
 FD0490
 FD0490.The orthometric height was determined by differential leveling
 FD0490.and adjusted by the National Geodetic Survey in June 1991..
 FD0490
 FD0490.The geoid height was determined by GEOID03.
 FD0490
 FD0490.The dynamic height is computed by dividing the NAVD 88
 FD0490.geopotential number by the normal gravity value computed on the
 FD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0490.degrees latitude (g = 980.6199 gals.).
 FD0490
 FD0490.The modeled gravity was interpolated from observed gravity values.
 FD0490
 FD0490;                    North         East    Units  Estimated Accuracy
 FD0490;SPC TN       -   167,410.      518,770.      MT  (+/- 180 meters Scaled)
 FD0490
 FD0490                          SUPERSEDED SURVEY CONTROL
 FD0490
 FD0490  NGVD 29 (??/??/92)  212.048  (m)          695.69   (f) ADJ UNCH    1 2
 FD0490
 FD0490.Superseded values are not recommended for survey control.
 FD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0490.See file dsdata.txt to determine how the superseded data were derived.
 FD0490
 FD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE091660(NAD 83)
 FD0490_MARKER: DD = SURVEY DISK
 FD0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0490_SP_SET: STEP
 FD0490_STAMPING: 697 NASHVILLE 1899
 FD0490_MARK LOGO: USGS  
 FD0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0490
 FD0490  HISTORY     - Date     Condition        Report By
 FD0490  HISTORY     - 1899     MONUMENTED       USGS
 FD0490  HISTORY     - 1960     GOOD             NGS
 FD0490  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0490
 FD0490                          STATION DESCRIPTION
 FD0490
 FD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0490'0.3 MI S FROM WEST HARPETH.
 FD0490'ORIGINAL DESCRIPTION-- AT WEST HARPETH, WILLIAMSON COUNTY, 0.3
 FD0490'MILE SOUTH OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, IN
 FD0490'THE SOUTH ABUTMENT OF A PLATE-GIRDER BRIDGE, AND IN THE TOP OF
 FD0490'THE FOURTH STEP FROM THE BOTTOM OF THE RETAINING WALL.  A UNITED
 FD0490'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 697 NASHVILLE
 FD0490'1899.
 FD0490
 FD0490                          STATION RECOVERY (1984)
 FD0490
 FD0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0490'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1185 ***********************************************************************
 FC1185  DESIGNATION -  698 N
 FC1185  PID         -  FC1185
 FC1185  STATE/COUNTY-  TN/HAMILTON
 FC1185  USGS QUAD   -  CHATTANOOGA (1976)
 FC1185
 FC1185                         *CURRENT SURVEY CONTROL
 FC1185  ___________________________________________________________________
 FC1185* NAD 83(1986)-  35 02 37.     (N)    085 18 29.     (W)     SCALED    
 FC1185* NAVD 88     -       211.224  (meters)     692.99   (feet)  ADJUSTED  
 FC1185  ___________________________________________________________________
 FC1185  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1185  DYNAMIC HT  -         211.014 (meters)     692.30  (feet)  COMP
 FC1185  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FC1185
 FC1185  VERT ORDER  -  FIRST     CLASS II
 FC1185
 FC1185.The horizontal coordinates were scaled from a topographic map and have
 FC1185.an estimated accuracy of +/- 6 seconds.
 FC1185
 FC1185.The orthometric height was determined by differential leveling
 FC1185.and adjusted by the National Geodetic Survey in June 1991..
 FC1185.WARNING-Repeat measurements at this control monument indicate possible
 FC1185.vertical movement.
 FC1185
 FC1185.The geoid height was determined by GEOID03.
 FC1185
 FC1185.The dynamic height is computed by dividing the NAVD 88
 FC1185.geopotential number by the normal gravity value computed on the
 FC1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1185.degrees latitude (g = 980.6199 gals.).
 FC1185
 FC1185.The modeled gravity was interpolated from observed gravity values.
 FC1185
 FC1185;                    North         East    Units  Estimated Accuracy
 FC1185;SPC TN       -    79,030.      663,140.      MT  (+/- 180 meters Scaled)
 FC1185
 FC1185                          SUPERSEDED SURVEY CONTROL
 FC1185
 FC1185  NGVD 29 (??/??/92)  211.257  (m)          693.10   (f) ADJ UNCH    1 2
 FC1185
 FC1185.Superseded values are not recommended for survey control.
 FC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1185.See file dsdata.txt to determine how the superseded data were derived.
 FC1185
 FC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD543791(NAD 83)
 FC1185_MARKER: DD = SURVEY DISK
 FC1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1185_SP_SET: BUILDING
 FC1185_STAMPING: 693.099 1899
 FC1185_MARK LOGO: USGS  
 FC1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1185
 FC1185  HISTORY     - Date     Condition        Report By
 FC1185  HISTORY     - UNK      MONUMENTED       USGS
 FC1185  HISTORY     - 1950     GOOD             NGS
 FC1185  HISTORY     - 1983     GOOD             NGS
 FC1185  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FC1185
 FC1185                          STATION DESCRIPTION
 FC1185
 FC1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1185'AT CHATTANOOGA.
 FC1185'AT CHATTANOOGA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 FC1185'ELEVENTH AND LINDSAY STREETS, SET VERTICALLY IN THE LOWER COURSE
 FC1185'OF STONE OF THE EAST FACE OF THE OLD POST OFFICE BUILDING, 4
 FC1185'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT
 FC1185'1/2 FOOT ABOVE THE LAWN.  NOTE-- MARK APPEARS TO HAVE BEEN
 FC1185'RE-STAMPED RECENTLY.
 FC1185
 FC1185                          STATION RECOVERY (1983)
 FC1185
 FC1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1185'RECOVERED IN GOOD CONDITION.
 FC1185
 FC1185                          STATION RECOVERY (1989)
 FC1185
 FC1185'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2559 ***********************************************************************
 AJ2559  DESIGNATION -  7
 AJ2559  PID         -  AJ2559
 AJ2559  STATE/COUNTY-  TN/SHELBY
 AJ2559  USGS QUAD   -  DRUMMONDS (1983)
 AJ2559
 AJ2559                         *CURRENT SURVEY CONTROL
 AJ2559  ___________________________________________________________________
 AJ2559* NAD 83(1995)-  35 23 22.96465(N)    089 55 26.30431(W)     ADJUSTED  
 AJ2559* NAVD 88     -        91.4    (meters)     300.     (feet)  GPS OBS   
 AJ2559  ___________________________________________________________________
 AJ2559  X           -       6,907.329 (meters)                     COMP
 AJ2559  Y           -  -5,205,554.942 (meters)                     COMP
 AJ2559  Z           -   3,673,236.542 (meters)                     COMP
 AJ2559  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AJ2559  ELLIP HEIGHT-          64.12  (meters)          (04/26/01) GPS OBS
 AJ2559  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2559
 AJ2559  HORZ ORDER  -  FIRST
 AJ2559  ELLP ORDER  -  FOURTH    CLASS I
 AJ2559
 AJ2559.The horizontal coordinates were established by GPS observations
 AJ2559.and adjusted by the National Geodetic Survey in April 2001..
 AJ2559
 AJ2559.The orthometric height was determined by GPS observations and a
 AJ2559.high-resolution geoid model.
 AJ2559
 AJ2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2559
 AJ2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2559
 AJ2559.The ellipsoidal height was determined by GPS observations
 AJ2559.and is referenced to NAD 83.
 AJ2559
 AJ2559.The geoid height was determined by GEOID03.
 AJ2559
 AJ2559;                    North         East     Units Scale Factor Converg.
 AJ2559;SPC TN       -   124,350.822   243,597.548   MT  0.99997828   -2 17 50.1
 AJ2559;SPC TN       -   407,974.32    799,202.96   sFT  0.99997828   -2 17 50.1
 AJ2559;UTM  16      - 3,920,188.753   234,415.537   MT  1.00046933   -1 41 39.7
 AJ2559;UTM  15      - 3,920,608.067   779,399.741   MT  1.00056214   +1 46 57.3
 AJ2559
 AJ2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2559!SPC TN       -   0.99998994  x   0.99997828  =   0.99996822
 AJ2559!UTM  16      -   0.99998994  x   1.00046933  =   1.00045926
 AJ2559!UTM  15      -   0.99998994  x   1.00056214  =   1.00055207
 AJ2559
 AJ2559                          SUPERSEDED SURVEY CONTROL
 AJ2559
 AJ2559.No superseded survey control is available for this station.
 AJ2559
 AJ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3441620189(NAD 83)
 AJ2559_MARKER: DD = SURVEY DISK
 AJ2559_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2559+WITH SETTING: INFORMATION.
 AJ2559_STAMPING: 007
 AJ2559_MARK LOGO: MLGW  
 AJ2559_PROJECTION: FLUSH
 AJ2559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2559+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2559_ROD/PIPE-DEPTH:  0.8 meters
 AJ2559
 AJ2559  HISTORY     - Date     Condition        Report By
 AJ2559  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2559
 AJ2559                          STATION DESCRIPTION
 AJ2559
 AJ2559'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2559'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 1.50
 AJ2559'MILES (2.41 KM) EAST OF MEEMAN-SHELBY FOREST STATE PARK AT THE
 AJ2559'SHELBY-TIPTON COUNTY LINE.
 AJ2559'TO REACH THE STATION FROM THE INTERSECTION OF QUITO ROAD AND WEST
 AJ2559'UNION ROAD, PROCEED NORTH ON QUITO ROAD APPROXIMATELY 1.60 MILE (2.57
 AJ2559'KM) TO A 90 DEGREE TURN IN QUITO ROAD TO WEST.  CONTINUE WEST ON QUITO
 AJ2559'ROAD FOR APPROXIMATELY 0.18 MILES (0.29 KM) TO QUITO ROAD TO NORTH.
 AJ2559'THE STATION IS ON THE RIGHT.
 AJ2559'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2559'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2559'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.19 MILES (0.31 KM)
 AJ2559'EAST OF THE CENTERLINE OF QUITO ROAD TO NORTH, 196.00 FEET (59.74 M)
 AJ2559'EAST OF A WOOD POWER POLE NO.  74245, 130.60 FEET (39.81 M) WEST OF A
 AJ2559'WOOD POWER POLE NO.  74246, 59.50 FEET (18.14 M) NORTHEAST OF A WOOD
 AJ2559'POWER POLE ON THE SOUTH SIDE OF QUITO ROAD (THIS IS THE 5TH POLE EAST
 AJ2559'OF QUITO ROAD TO NORTH) , 24.00 FEET (7.32 M) NORTH OF THE CENTERLINE
 AJ2559'OF QUITO ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2477 ***********************************************************************
 GC2477  DESIGNATION -  7 JWM
 GC2477  PID         -  GC2477
 GC2477  STATE/COUNTY-  TN/MONTGOMERY
 GC2477  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2477
 GC2477                         *CURRENT SURVEY CONTROL
 GC2477  ___________________________________________________________________
 GC2477* NAD 83(1995)-  36 33 04.88863(N)    087 23 21.17507(W)     ADJUSTED  
 GC2477* NAVD 88     -       167.01   (+/-2cm)     547.9    (feet)  VERTCON   
 GC2477  ___________________________________________________________________
 GC2477  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GC2477  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2477
 GC2477  HORZ ORDER  -  SECOND
 GC2477  VERT ORDER  -  THIRD ? (See Below)
 GC2477
 GC2477.The horizontal coordinates were established by classical geodetic methods
 GC2477.and adjusted by the National Geodetic Survey in April 1999..
 GC2477
 GC2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2477.The vertical order pertains to the NGVD 29 superseded value.
 GC2477
 GC2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2477
 GC2477.The geoid height was determined by GEOID03.
 GC2477
 GC2477;                    North         East     Units Scale Factor Converg.
 GC2477;SPC TN       -   246,978.063   475,621.778   MT  1.00002666   -0 48 47.9
 GC2477;SPC TN       -   810,293.86  1,560,435.78   sFT  1.00002666   -0 48 47.9
 GC2477;UTM  16      - 4,045,175.393   465,166.676   MT  0.99961495   -0 13 54.5
 GC2477
 GC2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2477!SPC TN       -   0.99997843  x   1.00002666  =   1.00000509
 GC2477!UTM  16      -   0.99997843  x   0.99961495  =   0.99959339
 GC2477
 GC2477                          SUPERSEDED SURVEY CONTROL
 GC2477
 GC2477  NAD 83(1995)-  36 33 04.88942(N)    087 23 21.17574(W) AD(       ) 2
 GC2477  NAD 83(1995)-  36 33 04.89446(N)    087 23 21.17943(W) AD(       ) 2
 GC2477  NAD 83(1986)-  36 33 04.89840(N)    087 23 21.17793(W) AD(       ) 2
 GC2477  NAD 27      -  36 33 04.72700(N)    087 23 21.14700(W) AD(       ) 2
 GC2477  NGVD 29 (07/19/86)  167.08   (m)          548.2    (f) LEVELING    3  
 GC2477
 GC2477.Superseded values are not recommended for survey control.
 GC2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2477.See file dsdata.txt to determine how the superseded data were derived.
 GC2477
 GC2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6516745175(NAD 83)
 GC2477_MARKER: DB = BENCH MARK DISK
 GC2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2477
 GC2477  HISTORY     - Date     Condition        Report By
 GC2477  HISTORY     - 1953     MONUMENTED       USGS
 GC2477
 GC2477                          STATION DESCRIPTION
 GC2477
 GC2477'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2477'SEE STATION PROVIDENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1511 ***********************************************************************
 GD1511  DESIGNATION -  7 RHP
 GD1511  PID         -  GD1511
 GD1511  STATE/COUNTY-  TN/GIBSON
 GD1511  USGS QUAD   -  DYER (1985)
 GD1511
 GD1511                         *CURRENT SURVEY CONTROL
 GD1511  ___________________________________________________________________
 GD1511* NAD 83(1995)-  36 07 16.74248(N)    088 55 34.60249(W)     ADJUSTED  
 GD1511* NAVD 88     -       134.17   (+/-2cm)     440.2    (feet)  VERTCON   
 GD1511  ___________________________________________________________________
 GD1511  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GD1511  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1511
 GD1511  HORZ ORDER  -  SECOND
 GD1511  VERT ORDER  -  THIRD ? (See Below)
 GD1511
 GD1511.The horizontal coordinates were established by classical geodetic methods
 GD1511.and adjusted by the National Geodetic Survey in April 1999..
 GD1511
 GD1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1511.The vertical order pertains to the NGVD 29 superseded value.
 GD1511
 GD1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1511
 GD1511.The geoid height was determined by GEOID03.
 GD1511
 GD1511;                    North         East     Units Scale Factor Converg.
 GD1511;SPC TN       -   202,314.253   336,610.185   MT  0.99996093   -1 42 47.4
 GD1511;SPC TN       -   663,759.35  1,104,361.92   sFT  0.99996093   -1 42 47.4
 GD1511;UTM  16      - 3,999,122.677   326,645.347   MT  0.99997029   -1 08 08.9
 GD1511
 GD1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1511!SPC TN       -   0.99998336  x   0.99996093  =   0.99994429
 GD1511!UTM  16      -   0.99998336  x   0.99997029  =   0.99995365
 GD1511
 GD1511                          SUPERSEDED SURVEY CONTROL
 GD1511
 GD1511  NAD 83(1995)-  36 07 16.74520(N)    088 55 34.60499(W) AD(       ) 2
 GD1511  NAD 83(1995)-  36 07 16.74563(N)    088 55 34.60501(W) AD(       ) 2
 GD1511  NAD 83(1986)-  36 07 16.75446(N)    088 55 34.60199(W) AD(       ) 2
 GD1511  NAD 27      -  36 07 16.51220(N)    088 55 34.36930(W) AD(       ) 2
 GD1511  NGVD 29 (07/19/86)  134.20   (m)          440.3    (f) LEVELING    3  
 GD1511
 GD1511.Superseded values are not recommended for survey control.
 GD1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1511.See file dsdata.txt to determine how the superseded data were derived.
 GD1511
 GD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2664599123(NAD 83)
 GD1511_MARKER: DB = BENCH MARK DISK
 GD1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1511_STAMPING: 7 RHP 1951
 GD1511_MARK LOGO: USGS  
 GD1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1511+STABILITY: SURFACE MOTION
 GD1511
 GD1511  HISTORY     - Date     Condition        Report By
 GD1511  HISTORY     - 1951     MONUMENTED       USGS
 GD1511  HISTORY     - 1967     GOOD             CGS
 GD1511
 GD1511                          STATION DESCRIPTION
 GD1511
 GD1511'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (GWM)
 GD1511'THE STATION IS ABOUT 3 MILES EAST OF RUTHERFORD, ON THE PROPERTY OF
 GD1511'AND JUST EAST OF THE SALEM METHODIST CHURCH.
 GD1511'
 GD1511'7 USGS IS A STANDARD GEOLOGICAL SURVEY BM DISK STAMPED 7 RHP 1951
 GD1511'ELV., 440 FEET AND IS SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 GD1511'THAT PROJECTS 8 INCHES.  IT IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER
 GD1511'OF THE SALEM METHODIST CHURCH.  NOTE THIS MARK WAS USED AS
 GD1511'REFERENCE MARK 2.
 GD1511
 GD1511                          STATION RECOVERY (1967)
 GD1511
 GD1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1511'THIS MARK WAS RECOVERED AS DESCRIBED.
 GD1511'
 GD1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1511'EAST OF RUTHERFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1061 ***********************************************************************
 FC1061  DESIGNATION -  701.3
 FC1061  PID         -  FC1061
 FC1061  STATE/COUNTY-  TN/RHEA
 FC1061  USGS QUAD   -  GRAYSVILLE (1990)
 FC1061
 FC1061                         *CURRENT SURVEY CONTROL
 FC1061  ___________________________________________________________________
 FC1061* NAD 83(1986)-  35 29 42.     (N)    085 00 46.     (W)     SCALED    
 FC1061* NAVD 88     -       213.673  (meters)     701.03   (feet)  ADJUSTED  
 FC1061  ___________________________________________________________________
 FC1061  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1061  DYNAMIC HT  -         213.469 (meters)     700.36  (feet)  COMP
 FC1061  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FC1061
 FC1061  VERT ORDER  -  FIRST     CLASS II
 FC1061
 FC1061.The horizontal coordinates were scaled from a topographic map and have
 FC1061.an estimated accuracy of +/- 6 seconds.
 FC1061
 FC1061.The orthometric height was determined by differential leveling
 FC1061.and adjusted by the National Geodetic Survey in June 1991..
 FC1061
 FC1061.The geoid height was determined by GEOID03.
 FC1061
 FC1061.The dynamic height is computed by dividing the NAVD 88
 FC1061.geopotential number by the normal gravity value computed on the
 FC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1061.degrees latitude (g = 980.6199 gals.).
 FC1061
 FC1061.The modeled gravity was interpolated from observed gravity values.
 FC1061
 FC1061;                    North         East    Units  Estimated Accuracy
 FC1061;SPC TN       -   129,340.      689,570.      MT  (+/- 180 meters Scaled)
 FC1061
 FC1061                          SUPERSEDED SURVEY CONTROL
 FC1061
 FC1061  NGVD 29 (??/??/92)  213.750  (m)          701.28   (f) ADJ UNCH    1 2
 FC1061
 FC1061.Superseded values are not recommended for survey control.
 FC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1061.See file dsdata.txt to determine how the superseded data were derived.
 FC1061
 FC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE802297(NAD 83)
 FC1061_MARKER: B = BOLT
 FC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1061_SP_SET: STONE POST
 FC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1061+STABILITY: SURFACE MOTION
 FC1061
 FC1061  HISTORY     - Date     Condition        Report By
 FC1061  HISTORY     - UNK      MONUMENTED       MI1260
 FC1061  HISTORY     - 1950     GOOD             NGS
 FC1061
 FC1061                          STATION DESCRIPTION
 FC1061
 FC1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1061'AT DAYTON.
 FC1061'AT DAYTON, NEAR THE SOUTH CORNER OF THE COURT HOUSE YARD, 10.5
 FC1061'FEET NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY 27, 47 FEET
 FC1061'NORTHEAST OF THE NORTHEAST CURB OF A STREET, 13.2 FEET NORTHEAST
 FC1061'OF A FLAG POLE, 132 FEET SOUTH OF THE SOUTH CORNER OF THE COURT
 FC1061'HOUSE AND SET IN THE TOP OF A 9-BY 9-INCH STONE POST PROJECTING
 FC1061'ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0330 ***********************************************************************
 FD0330  DESIGNATION -  713
 FD0330  PID         -  FD0330
 FD0330  STATE/COUNTY-  TN/LINCOLN
 FD0330  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0330
 FD0330                         *CURRENT SURVEY CONTROL
 FD0330  ___________________________________________________________________
 FD0330* NAD 83(1986)-  35 14 14.     (N)    086 36 49.     (W)     SCALED    
 FD0330* NAVD 88     -       217.486  (meters)     713.54   (feet)  ADJUSTED  
 FD0330  ___________________________________________________________________
 FD0330  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0330  DYNAMIC HT  -         217.285 (meters)     712.88  (feet)  COMP
 FD0330  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FD0330
 FD0330  VERT ORDER  -  FIRST     CLASS II
 FD0330
 FD0330.The horizontal coordinates were scaled from a topographic map and have
 FD0330.an estimated accuracy of +/- 6 seconds.
 FD0330
 FD0330.The orthometric height was determined by differential leveling
 FD0330.and adjusted by the National Geodetic Survey in June 1991..
 FD0330
 FD0330.The geoid height was determined by GEOID03.
 FD0330
 FD0330.The dynamic height is computed by dividing the NAVD 88
 FD0330.geopotential number by the normal gravity value computed on the
 FD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0330.degrees latitude (g = 980.6199 gals.).
 FD0330
 FD0330.The modeled gravity was interpolated from observed gravity values.
 FD0330
 FD0330;                    North         East    Units  Estimated Accuracy
 FD0330;SPC TN       -   100,460.      544,150.      MT  (+/- 180 meters Scaled)
 FD0330
 FD0330                          SUPERSEDED SURVEY CONTROL
 FD0330
 FD0330  NGVD 29 (??/??/92)  217.466  (m)          713.47   (f) ADJ UNCH    1 2
 FD0330
 FD0330.Superseded values are not recommended for survey control.
 FD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0330.See file dsdata.txt to determine how the superseded data were derived.
 FD0330
 FD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED351994(NAD 83)
 FD0330_MARKER: DD = SURVEY DISK
 FD0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0330_SP_SET: ABUTMENT
 FD0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0330
 FD0330  HISTORY     - Date     Condition        Report By
 FD0330  HISTORY     - UNK      MONUMENTED       USGS
 FD0330  HISTORY     - 1949     POOR             NGS
 FD0330
 FD0330                          STATION DESCRIPTION
 FD0330
 FD0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0330'5.8 MI SE FROM PETERSBURG.
 FD0330'5.85 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0330'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.45 MILE
 FD0330'NORTHWEST OF THE ROAD CROSSING AND CHURCH OF CHRIST AT HOWELL,
 FD0330'SET IN THE TOP OF THE CONCRETE WING WALL OF NORTH ABUTMENT OF
 FD0330'BRIDGE NO. 46.4, 5 1/2 FEET WEST OF THE WEST RAIL AND ABOUT 1/2
 FD0330'FOOT BELOW THE TRACK.  NOTE-- ONLY THE CENTER PART OF THE DISK
 FD0330'ABOUT THE SIZE OF SHANK REMAINS.  THE PORTION OF DISK REMAINING
 FD0330'IS SOLID AND BRIDGE IS IN GOOD CONDITION.  THE ELEVATION OF THE
 FD0330'TOP OF THE SHANK WAS COMPARED WITH THE IMPRINT OF THE BACK OF
 FD0330'THE DISK IN THE CONCRETE BY USING A STRAIGHT-EDGE AND IT WAS
 FD0330'FOUND THAT THE TOP OF THE SHANK WAS JUST LEVEL WITH THE BACK OF
 FD0330'THE DISK.  IT IS BELIEVED THAT IF THE THICKNESS OF THE DISK WERE
 FD0330'ADDED TO THE ELEVATION DETERMINED FOR THE SHANK, THIS VALUE
 FD0330'WOULD BE VERY CLOSE TO A CORRECT ELEVATION FOR THE DISK WERE IT
 FD0330'STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2599 ***********************************************************************
 AJ2599  DESIGNATION -  72
 AJ2599  PID         -  AJ2599
 AJ2599  STATE/COUNTY-  TN/SHELBY
 AJ2599  USGS QUAD   -  ELLENDALE (1993)
 AJ2599
 AJ2599                         *CURRENT SURVEY CONTROL
 AJ2599  ___________________________________________________________________
 AJ2599* NAD 83(1995)-  35 12 15.97105(N)    089 49 01.22587(W)     ADJUSTED  
 AJ2599* NAVD 88     -        85.27   (meters)     279.8    (feet)  LEVELING  
 AJ2599  ___________________________________________________________________
 AJ2599  X           -      16,663.547 (meters)                     COMP
 AJ2599  Y           -  -5,217,405.305 (meters)                     COMP
 AJ2599  Z           -   3,656,455.950 (meters)                     COMP
 AJ2599  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2599  ELLIP HEIGHT-          57.88  (meters)          (04/26/01) GPS OBS
 AJ2599  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2599
 AJ2599  HORZ ORDER  -  FIRST
 AJ2599  VERT ORDER  -  THIRD ?
 AJ2599  ELLP ORDER  -  FOURTH    CLASS I
 AJ2599
 AJ2599.The horizontal coordinates were established by GPS observations
 AJ2599.and adjusted by the National Geodetic Survey in April 2001..
 AJ2599
 AJ2599.The orthometric height was determined by differential leveling.
 AJ2599.The vertical network tie was performed by a horz. field party for horz.
 AJ2599.obs reductions. Reset procedures were used to establish the elevation.
 AJ2599
 AJ2599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2599
 AJ2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2599
 AJ2599.The ellipsoidal height was determined by GPS observations
 AJ2599.and is referenced to NAD 83.
 AJ2599
 AJ2599.The geoid height was determined by GEOID03.
 AJ2599
 AJ2599;                    North         East     Units Scale Factor Converg.
 AJ2599;SPC TN       -   103,426.744   252,506.474   MT  1.00000835   -2 14 04.7
 AJ2599;SPC TN       -   339,325.91    828,431.66   sFT  1.00000835   -2 14 04.7
 AJ2599;UTM  16      - 3,899,350.811   243,549.484   MT  1.00041059   -1 37 29.6
 AJ2599
 AJ2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2599!SPC TN       -   0.99999092  x   1.00000835  =   0.99999926
 AJ2599!UTM  16      -   0.99999092  x   1.00041059  =   1.00040150
 AJ2599
 AJ2599                          SUPERSEDED SURVEY CONTROL
 AJ2599
 AJ2599.No superseded survey control is available for this station.
 AJ2599
 AJ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4354999351(NAD 83)
 AJ2599_MARKER: DD = SURVEY DISK
 AJ2599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2599+WITH SETTING: INFORMATION.
 AJ2599_STAMPING: 072
 AJ2599_MARK LOGO: MLGW  
 AJ2599_PROJECTION: FLUSH
 AJ2599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2599+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AJ2599_ROD/PIPE-DEPTH:  0.8 meters
 AJ2599
 AJ2599  HISTORY     - Date     Condition        Report By
 AJ2599  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2599  HISTORY     - 20030423 GOOD             TN1620
 AJ2599
 AJ2599                          STATION DESCRIPTION
 AJ2599
 AJ2599'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2599'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY AT THE
 AJ2599'CITY OF BARTLETT TENNESSEE CITY LIMITS.
 AJ2599'TO REACH THE STATION FROM THE INTERSECTION OF STAGE ROAD (HIGHWAY 64)
 AJ2599'AND APPLING ROAD PROCEED WEST ON STAGE ROAD APPROXIMATELY 0.10 MILE
 AJ2599'(0.16 KM) TO THE STATION ON THE LEFT.
 AJ2599'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2599'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2599'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 695.00 FEET (211.84 M)
 AJ2599'WEST OF THE CENTERLINE OF APPLING ROAD TO SOUTH, BROTHER BLVD.  TO THE
 AJ2599'NORTH, IN THE CENTER OF MEDIAN ISLAND, 15.70 FEET (4.79 M) SOUTH OF
 AJ2599'THE NORTH CURBLINE OF MEDIAN, 13.00 FEET (3.96 M) NORTH OF THE SOUTH
 AJ2599'CURBLINE OF MEDIAN, 2.50 FEET (0.76 M) WEST OF THE EAST SIDE OF A
 AJ2599'DRIVEWAY AT ADDRESS 7380 STAGE ROAD PROJECTED NORTH. THE CAP AND
 AJ2599'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2599
 AJ2599                          STATION RECOVERY (2003)
 AJ2599
 AJ2599'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (EM)
 AJ2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0739 ***********************************************************************
 FC0739  DESIGNATION -  72 21 10
 FC0739  PID         -  FC0739
 FC0739  STATE/COUNTY-  TN/RHEA
 FC0739  USGS QUAD   -  SPRING CITY (1990)
 FC0739
 FC0739                         *CURRENT SURVEY CONTROL
 FC0739  ___________________________________________________________________
 FC0739* NAD 83(1986)-  35 38 26.     (N)    084 50 32.     (W)     SCALED    
 FC0739* NAVD 88     -       250.710  (meters)     822.54   (feet)  ADJUSTED  
 FC0739  ___________________________________________________________________
 FC0739  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0739  DYNAMIC HT  -         250.474 (meters)     821.76  (feet)  COMP
 FC0739  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FC0739
 FC0739  VERT ORDER  -  FIRST     CLASS II
 FC0739
 FC0739.The horizontal coordinates were scaled from a topographic map and have
 FC0739.an estimated accuracy of +/- 6 seconds.
 FC0739
 FC0739.The orthometric height was determined by differential leveling
 FC0739.and adjusted by the National Geodetic Survey in June 1991..
 FC0739
 FC0739.The geoid height was determined by GEOID03.
 FC0739
 FC0739.The dynamic height is computed by dividing the NAVD 88
 FC0739.geopotential number by the normal gravity value computed on the
 FC0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0739.degrees latitude (g = 980.6199 gals.).
 FC0739
 FC0739.The modeled gravity was interpolated from observed gravity values.
 FC0739
 FC0739;                    North         East    Units  Estimated Accuracy
 FC0739;SPC TN       -   145,660.      704,850.      MT  (+/- 180 meters Scaled)
 FC0739
 FC0739                          SUPERSEDED SURVEY CONTROL
 FC0739
 FC0739  NGVD 29 (??/??/92)  250.792  (m)          822.81   (f) ADJ UNCH    1 2
 FC0739
 FC0739.Superseded values are not recommended for survey control.
 FC0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0739.See file dsdata.txt to determine how the superseded data were derived.
 FC0739
 FC0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE953462(NAD 83)
 FC0739_MARKER: DD = SURVEY DISK
 FC0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0739_STAMPING: 72 21 10
 FC0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0739+STABILITY: SURFACE MOTION
 FC0739
 FC0739  HISTORY     - Date     Condition        Report By
 FC0739  HISTORY     - UNK      MONUMENTED       TNGS
 FC0739  HISTORY     - 1950     GOOD             NGS
 FC0739
 FC0739                          STATION DESCRIPTION
 FC0739
 FC0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0739'5.6 MI SE FROM SPRING CITY.
 FC0739'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0739'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 2.75 MILES EAST ALONG
 FC0739'STATE HIGHWAY 68, ABOUT 0.2 MILE EAST OF A GRAVEL ROAD CROSSING,
 FC0739'NEAR THE WEST END OF A CUT ALONG SOUTH SIDE OF WATTS BAR SPUR
 FC0739'RAILWAY, 56 FEET SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE
 FC0739'OF THE HIGHWAY, 26 FEET SOUTH OF THE SOUTH RAIL, 92 FEET SOUTHEAST
 FC0739'AND ACROSS THE TRACK FROM A WHISTLE SIGN POST, 69 FEET SOUTHWEST
 FC0739'AND ACROSS TRACK FROM A HIGHWAY R/W MARKER POST, 1 FOOT NORTH OF A
 FC0739'T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET
 FC0739'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0740 ***********************************************************************
 FC0740  DESIGNATION -  72 21 11
 FC0740  PID         -  FC0740
 FC0740  STATE/COUNTY-  TN/RHEA
 FC0740  USGS QUAD   -  SPRING CITY (1990)
 FC0740
 FC0740                         *CURRENT SURVEY CONTROL
 FC0740  ___________________________________________________________________
 FC0740* NAD 83(1986)-  35 38 19.     (N)    084 50 14.     (W)     SCALED    
 FC0740* NAVD 88     -       266.087  (meters)     872.99   (feet)  ADJUSTED  
 FC0740  ___________________________________________________________________
 FC0740  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0740  DYNAMIC HT  -         265.837 (meters)     872.17  (feet)  COMP
 FC0740  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FC0740
 FC0740  VERT ORDER  -  FIRST     CLASS II
 FC0740
 FC0740.The horizontal coordinates were scaled from a topographic map and have
 FC0740.an estimated accuracy of +/- 6 seconds.
 FC0740
 FC0740.The orthometric height was determined by differential leveling
 FC0740.and adjusted by the National Geodetic Survey in June 1991..
 FC0740
 FC0740.The geoid height was determined by GEOID03.
 FC0740
 FC0740.The dynamic height is computed by dividing the NAVD 88
 FC0740.geopotential number by the normal gravity value computed on the
 FC0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0740.degrees latitude (g = 980.6199 gals.).
 FC0740
 FC0740.The modeled gravity was interpolated from observed gravity values.
 FC0740
 FC0740;                    North         East    Units  Estimated Accuracy
 FC0740;SPC TN       -   145,450.      705,310.      MT  (+/- 180 meters Scaled)
 FC0740
 FC0740                          SUPERSEDED SURVEY CONTROL
 FC0740
 FC0740  NGVD 29 (??/??/92)  266.169  (m)          873.26   (f) ADJ UNCH    1 2
 FC0740
 FC0740.Superseded values are not recommended for survey control.
 FC0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0740.See file dsdata.txt to determine how the superseded data were derived.
 FC0740
 FC0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE958460(NAD 83)
 FC0740_MARKER: DD = SURVEY DISK
 FC0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0740_STAMPING: 72 21 11
 FC0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0740+STABILITY: SURFACE MOTION
 FC0740
 FC0740  HISTORY     - Date     Condition        Report By
 FC0740  HISTORY     - UNK      MONUMENTED       TNGS
 FC0740  HISTORY     - 1950     GOOD             NGS
 FC0740
 FC0740                          STATION DESCRIPTION
 FC0740
 FC0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0740'5.8 MI SE FROM SPRING CITY.
 FC0740'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0740'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 3.05 MILES EAST
 FC0740'ALONG STATE HIGHWAY 68, ON THE TOP OF A CUT ALONG SOUTH SIDE OF
 FC0740'WATTS BAR SPUR RAILWAY, NEAR THE TOP OF A GRADE, 115 FEET SOUTH
 FC0740'AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 84 FEET
 FC0740'SOUTH OF THE SOUTH RAIL, 97 FEET SOUTH OF A HIGHWAY R/W MARKER
 FC0740'POST, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT NORTHEAST OF A T.V.A.
 FC0740'STEEL WITNESS POST, ABOUT 15 FEET ABOVE THE TRACK AND SET IN
 FC0740'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0745 ***********************************************************************
 FC0745  DESIGNATION -  72 21 13
 FC0745  PID         -  FC0745
 FC0745  STATE/COUNTY-  TN/RHEA
 FC0745  USGS QUAD   -  SPRING CITY (1990)
 FC0745
 FC0745                         *CURRENT SURVEY CONTROL
 FC0745  ___________________________________________________________________
 FC0745* NAD 83(1986)-  35 37 33.     (N)    084 48 59.     (W)     SCALED    
 FC0745* NAVD 88     -       225.972  (meters)     741.38   (feet)  ADJUSTED  
 FC0745  ___________________________________________________________________
 FC0745  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0745  DYNAMIC HT  -         225.759 (meters)     740.68  (feet)  COMP
 FC0745  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FC0745
 FC0745  VERT ORDER  -  FIRST     CLASS II
 FC0745
 FC0745.The horizontal coordinates were scaled from a topographic map and have
 FC0745.an estimated accuracy of +/- 6 seconds.
 FC0745
 FC0745.The orthometric height was determined by differential leveling
 FC0745.and adjusted by the National Geodetic Survey in June 1991..
 FC0745
 FC0745.The geoid height was determined by GEOID03.
 FC0745
 FC0745.The dynamic height is computed by dividing the NAVD 88
 FC0745.geopotential number by the normal gravity value computed on the
 FC0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0745.degrees latitude (g = 980.6199 gals.).
 FC0745
 FC0745.The modeled gravity was interpolated from observed gravity values.
 FC0745
 FC0745;                    North         East    Units  Estimated Accuracy
 FC0745;SPC TN       -   144,050.      707,210.      MT  (+/- 180 meters Scaled)
 FC0745
 FC0745                          SUPERSEDED SURVEY CONTROL
 FC0745
 FC0745  NGVD 29 (??/??/92)  226.055  (m)          741.65   (f) ADJ UNCH    1 2
 FC0745
 FC0745.Superseded values are not recommended for survey control.
 FC0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0745.See file dsdata.txt to determine how the superseded data were derived.
 FC0745
 FC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977446(NAD 83)
 FC0745_MARKER: DD = SURVEY DISK
 FC0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0745_STAMPING: 72 21 13
 FC0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0745+STABILITY: SURFACE MOTION
 FC0745
 FC0745  HISTORY     - Date     Condition        Report By
 FC0745  HISTORY     - UNK      MONUMENTED       TNGS
 FC0745  HISTORY     - 1950     GOOD             NGS
 FC0745
 FC0745                          STATION DESCRIPTION
 FC0745
 FC0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0745'7.4 MI SE FROM SPRING CITY.
 FC0745'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0745'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.65 MILES EAST
 FC0745'ALONG STATE HIGHWAY 68, ABOUT 0.1 MILE NORTHWEST OF A ROAD
 FC0745'CROSSING, 59 FEET SOUTHWEST AND ACROSS WATTS BAT SPUR RAILWAY
 FC0745'FROM THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE
 FC0745'SOUTHWEST RAIL, 2 FEET SOUTHWEST OF THE EDGE OF A CUT, 44 FEET
 FC0745'SOUTH AND ACROSS THE TRACK FROM THE NORTH END OF A SMALL PIPE
 FC0745'CULVERT UNDER RAILWAY, 1/2 FOOT NORTHEAST OF A T.V.A. STEEL
 FC0745'WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND SET IN THE TOP
 FC0745'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2755 ***********************************************************************
 FE2755  DESIGNATION -  72 V 33
 FE2755  PID         -  FE2755
 FE2755  STATE/COUNTY-  TN/SHELBY
 FE2755  USGS QUAD   -  COLLIERVILLE (1965)
 FE2755
 FE2755                         *CURRENT SURVEY CONTROL
 FE2755  ___________________________________________________________________
 FE2755* NAD 83(1986)-  35 01 50.     (N)    089 39 54.     (W)     SCALED    
 FE2755* NAVD 88     -       117.291  (meters)     384.81   (feet)  POSTED    
 FE2755  ___________________________________________________________________
 FE2755  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2755  DYNAMIC HT  -         117.180 (meters)     384.45  (feet)  COMP
 FE2755  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FE2755
 FE2755  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2755
 FE2755.The horizontal coordinates were scaled from a topographic map and have
 FE2755.an estimated accuracy of +/- 6 seconds.
 FE2755
 FE2755.The orthometric height was determined by differential leveling
 FE2755.and adjusted by the National Geodetic Survey in 1992..
 FE2755.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2755.rate of 0.0 thru 1.0 mm/km.
 FE2755
 FE2755.The geoid height was determined by GEOID03.
 FE2755
 FE2755.The dynamic height is computed by dividing the NAVD 88
 FE2755.geopotential number by the normal gravity value computed on the
 FE2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2755.degrees latitude (g = 980.6199 gals.).
 FE2755
 FE2755.The modeled gravity was interpolated from observed gravity values.
 FE2755
 FE2755;                    North         East    Units  Estimated Accuracy
 FE2755;SPC TN       -    83,620.      265,620.      MT  (+/- 180 meters Scaled)
 FE2755
 FE2755                          SUPERSEDED SURVEY CONTROL
 FE2755
 FE2755.No superseded survey control is available for this station.
 FE2755
 FE2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD568796(NAD 83)
 FE2755_MARKER: DV = VERTICAL CONTROL DISK
 FE2755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2755_SP_SET: SIDEWALK
 FE2755_STAMPING: 72V 33 1987
 FE2755_MARK LOGO: NGS   
 FE2755_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2755+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2755
 FE2755  HISTORY     - Date     Condition        Report By
 FE2755  HISTORY     - 1987     MONUMENTED       NGS
 FE2755  HISTORY     - 20021001 GOOD             USACE
 FE2755
 FE2755                          STATION DESCRIPTION
 FE2755
 FE2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2755'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM THE POST OFFICE AT
 FE2755'COLLIERVILLE TO THE JUNCTION OF U.S. HIGHWAY 72 AND MARK ON THE LEFT,
 FE2755'16.16 M (53.0 FT) EAST OF THE CENTER LINE OF CENTER STREET, 9.90 M
 FE2755'(32.5 FT) NORTH OF THE CENTER OF U.S. HIGHWAY 72, 3.66 M (12.0 FT)
 FE2755'SOUTH OF A POWER POLE AND STREET LAMP, 1.68 M (5.5 FT) EAST OF THE
 FE2755'WEST END OF THE SIDEWALK, 1.07 M (3.5 FT) NORTH NORTHEAST OF A POWER
 FE2755'POLE WITH A CONTROL BOX, 0.15 M (0.5 FT) SOUTH OF THE NORTH EDGE OF
 FE2755'SIDEWALK AND LEVEL WITH STREET.
 FE2755
 FE2755                          STATION RECOVERY (2002)
 FE2755
 FE2755'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2756 ***********************************************************************
 FE2756  DESIGNATION -  72 V 34
 FE2756  PID         -  FE2756
 FE2756  STATE/COUNTY-  TN/SHELBY
 FE2756  USGS QUAD   -  COLLIERVILLE (1965)
 FE2756
 FE2756                         *CURRENT SURVEY CONTROL
 FE2756  ___________________________________________________________________
 FE2756* NAD 83(1986)-  35 01 40.     (N)    089 39 00.     (W)     SCALED    
 FE2756* NAVD 88     -       114.257  (meters)     374.86   (feet)  POSTED    
 FE2756  ___________________________________________________________________
 FE2756  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2756  DYNAMIC HT  -         114.150 (meters)     374.51  (feet)  COMP
 FE2756  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FE2756
 FE2756  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2756
 FE2756.The horizontal coordinates were scaled from a topographic map and have
 FE2756.an estimated accuracy of +/- 6 seconds.
 FE2756
 FE2756.The orthometric height was determined by differential leveling
 FE2756.and adjusted by the National Geodetic Survey in 1992..
 FE2756.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2756.rate of 0.0 thru 1.0 mm/km.
 FE2756
 FE2756.The geoid height was determined by GEOID03.
 FE2756
 FE2756.The dynamic height is computed by dividing the NAVD 88
 FE2756.geopotential number by the normal gravity value computed on the
 FE2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2756.degrees latitude (g = 980.6199 gals.).
 FE2756
 FE2756.The modeled gravity was interpolated from observed gravity values.
 FE2756
 FE2756;                    North         East    Units  Estimated Accuracy
 FE2756;SPC TN       -    83,260.      266,970.      MT  (+/- 180 meters Scaled)
 FE2756
 FE2756                          SUPERSEDED SURVEY CONTROL
 FE2756
 FE2756.No superseded survey control is available for this station.
 FE2756
 FE2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD582793(NAD 83)
 FE2756_MARKER: DV = VERTICAL CONTROL DISK
 FE2756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2756_SP_SET: HEADWALL
 FE2756_STAMPING: 72V 34 1987
 FE2756_MARK LOGO: NGS   
 FE2756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2756+STABILITY: SURFACE MOTION
 FE2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2756+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2756
 FE2756  HISTORY     - Date     Condition        Report By
 FE2756  HISTORY     - 1987     MONUMENTED       NGS
 FE2756  HISTORY     - 20021001 GOOD             USACE
 FE2756
 FE2756                          STATION DESCRIPTION
 FE2756
 FE2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2756'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM THE POST OFFICE AT
 FE2756'COLLERVILLE TO THE JUNCTION OF U.S. HIGHWAY 72, THEN EAST ALONG
 FE2756'HIGHWAY 72  1.28 KM (0.80 MI) TO THE MARK ON THE LEFT, IN TOP OF THE
 FE2756'NORTHWEST END OF A CONCRETE HEADWALL OF A CONCRETE CULVERT, 42.52 M
 FE2756'(139.5 FT) NORTH OF THE CENTER LINE INTERSECTION OF SHELBY DRIVE AND
 FE2756'U.S. 72, 11.13 M (36.5 FT) SOUTHEAST OF THE CENTER OF A FIELD ROAD,
 FE2756'7.32 M (24.0 FT)  NORTHEAST OF THE CENTER OF U.S. 72, 0.24 M (0.8 FT)
 FE2756'SOUTHEAST OF A CARSONITE WITNESS POST AND 0.30 M (1.0 FT) BELOW
 FE2756'HIGHWAY 72.
 FE2756
 FE2756                          STATION RECOVERY (2002)
 FE2756
 FE2756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2757 ***********************************************************************
 FE2757  DESIGNATION -  72 V 35
 FE2757  PID         -  FE2757
 FE2757  STATE/COUNTY-  TN/SHELBY
 FE2757  USGS QUAD   -  COLLIERVILLE (1965)
 FE2757
 FE2757                         *CURRENT SURVEY CONTROL
 FE2757  ___________________________________________________________________
 FE2757* NAD 83(1986)-  35 00 45.     (N)    089 38 38.     (W)     SCALED    
 FE2757* NAVD 88     -       122.859  (meters)     403.08   (feet)  POSTED    
 FE2757  ___________________________________________________________________
 FE2757  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2757  DYNAMIC HT  -         122.740 (meters)     402.69  (feet)  COMP
 FE2757  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FE2757
 FE2757  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2757
 FE2757.The horizontal coordinates were scaled from a topographic map and have
 FE2757.an estimated accuracy of +/- 6 seconds.
 FE2757
 FE2757.The orthometric height was determined by differential leveling
 FE2757.and adjusted by the National Geodetic Survey in 1992..
 FE2757.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2757.rate of 0.0 thru 1.0 mm/km.
 FE2757
 FE2757.The geoid height was determined by GEOID03.
 FE2757
 FE2757.The dynamic height is computed by dividing the NAVD 88
 FE2757.geopotential number by the normal gravity value computed on the
 FE2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2757.degrees latitude (g = 980.6199 gals.).
 FE2757
 FE2757.The modeled gravity was interpolated from observed gravity values.
 FE2757
 FE2757;                    North         East    Units  Estimated Accuracy
 FE2757;SPC TN       -    81,550.      267,470.      MT  (+/- 180 meters Scaled)
 FE2757
 FE2757                          SUPERSEDED SURVEY CONTROL
 FE2757
 FE2757.No superseded survey control is available for this station.
 FE2757
 FE2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD587776(NAD 83)
 FE2757_MARKER: DV = VERTICAL CONTROL DISK
 FE2757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2757_SP_SET: HEADWALL
 FE2757_STAMPING: 72V 35 1987
 FE2757_MARK LOGO: NGS   
 FE2757_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2757+STABILITY: SURFACE MOTION
 FE2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2757+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2757
 FE2757  HISTORY     - Date     Condition        Report By
 FE2757  HISTORY     - 1987     MONUMENTED       NGS
 FE2757  HISTORY     - 20021001 GOOD             USACE
 FE2757
 FE2757                          STATION DESCRIPTION
 FE2757
 FE2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2757'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM THE POST OFFICE AT
 FE2757'COLLIERVILLE TO THE JUNCTION OF U.S. HIGHWAY 72, THEN EAST ALONG
 FE2757'HIGHWAY 72 2.90 KM (1.80 MI) TO THE MARK ON THE LEFT, IN TOP OF THE
 FE2757'EAST END OF A HEADWALL OF A CONCRETE PIPE CULVERT, 17.47 M (57.3 FT)
 FE2757'NORTH NORTHWEST OF A FAYETTE COUNTY, TN SIGN, 8.60 M (28.2 FT) NORTH
 FE2757'OF THE CENTER OF U.S. HIGHWAY 72, 7.01 M (23.0 FT) SOUTH OF A PROPERTY
 FE2757'LINE FENCE, 2.38 M (7.8 FT) EAST SOUTHEAST OF A 8 INCH WILLOW TREE,
 FE2757'0.33 M (1.1 FT) EAST SOUTHEAST OF A CARSONITE WITNESS POST AND 0.90 M
 FE2757'(3.0 FT) BELOW U.S. HIGHWAY 72.
 FE2757
 FE2757                          STATION RECOVERY (2002)
 FE2757
 FE2757'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2758 ***********************************************************************
 FE2758  DESIGNATION -  72 V 36
 FE2758  PID         -  FE2758
 FE2758  STATE/COUNTY-  TN/FAYETTE
 FE2758  USGS QUAD   -  COLLIERVILLE (1965)
 FE2758
 FE2758                         *CURRENT SURVEY CONTROL
 FE2758  ___________________________________________________________________
 FE2758* NAD 83(1986)-  35 00 08.     (N)    089 37 41.     (W)     SCALED    
 FE2758* NAVD 88     -       118.002  (meters)     387.14   (feet)  POSTED    
 FE2758  ___________________________________________________________________
 FE2758  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2758  DYNAMIC HT  -         117.890 (meters)     386.78  (feet)  COMP
 FE2758  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FE2758
 FE2758  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2758
 FE2758.The horizontal coordinates were scaled from a topographic map and have
 FE2758.an estimated accuracy of +/- 6 seconds.
 FE2758
 FE2758.The orthometric height was determined by differential leveling
 FE2758.and adjusted by the National Geodetic Survey in 1992..
 FE2758.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2758.rate of 0.0 thru 1.0 mm/km.
 FE2758
 FE2758.The geoid height was determined by GEOID03.
 FE2758
 FE2758.The dynamic height is computed by dividing the NAVD 88
 FE2758.geopotential number by the normal gravity value computed on the
 FE2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2758.degrees latitude (g = 980.6199 gals.).
 FE2758
 FE2758.The modeled gravity was interpolated from observed gravity values.
 FE2758
 FE2758;                    North         East    Units  Estimated Accuracy
 FE2758;SPC TN       -    80,350.      268,870.      MT  (+/- 180 meters Scaled)
 FE2758
 FE2758                          SUPERSEDED SURVEY CONTROL
 FE2758
 FE2758.No superseded survey control is available for this station.
 FE2758
 FE2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD601764(NAD 83)
 FE2758_MARKER: DV = VERTICAL CONTROL DISK
 FE2758_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2758_SP_SET: CULVERT
 FE2758_STAMPING: 72V 36 1987
 FE2758_MARK LOGO: NGS   
 FE2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2758+STABILITY: SURFACE MOTION
 FE2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2758+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2758
 FE2758  HISTORY     - Date     Condition        Report By
 FE2758  HISTORY     - 1987     MONUMENTED       NGS
 FE2758  HISTORY     - 20021001 GOOD             USACE
 FE2758
 FE2758                          STATION DESCRIPTION
 FE2758
 FE2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2758'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM POST OFFICE AT
 FE2758'COLLIERVILLE, TN. TO THE JUNCTION OF U.S. 72, THEN EAST ALONG HIGHWAY
 FE2758'72 4.59 KM (2.85 MI) TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST
 FE2758'END OF HEADWALL OF CONCRETE CULVERT, 8.53 M (28.0 FT) NORTHEAST OF
 FE2758'CENTER OF HIGHWAY 72, 7.38 M (24.2 FT) WEST OF TWIN TRUNK ELM TREE IN
 FE2758'FENCE LINE, 6.40 M (21.0 FT) SOUTHWEST OF FENCE, 0.30 M (1.0 FT) WEST
 FE2758'NORTHWEST OF A CARSONITE WITNESS POST AND 0.9 M (3.0 FT) BELOW
 FE2758'HIGHWAY.
 FE2758
 FE2758                          STATION RECOVERY (2002)
 FE2758
 FE2758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0347 ***********************************************************************
 FD0347  DESIGNATION -  724 SHANK
 FD0347  PID         -  FD0347
 FD0347  STATE/COUNTY-  TN/LINCOLN
 FD0347  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0347
 FD0347                         *CURRENT SURVEY CONTROL
 FD0347  ___________________________________________________________________
 FD0347* NAD 83(1986)-  35 09 06.     (N)    086 34 11.     (W)     SCALED    
 FD0347* NAVD 88     -       219.708  (meters)     720.83   (feet)  ADJUSTED  
 FD0347  ___________________________________________________________________
 FD0347  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0347  DYNAMIC HT  -         219.506 (meters)     720.16  (feet)  COMP
 FD0347  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FD0347
 FD0347  VERT ORDER  -  FIRST     CLASS II
 FD0347
 FD0347.The horizontal coordinates were scaled from a topographic map and have
 FD0347.an estimated accuracy of +/- 6 seconds.
 FD0347
 FD0347.The orthometric height was determined by differential leveling
 FD0347.and adjusted by the National Geodetic Survey in June 1991..
 FD0347
 FD0347.The geoid height was determined by GEOID03.
 FD0347
 FD0347.The dynamic height is computed by dividing the NAVD 88
 FD0347.geopotential number by the normal gravity value computed on the
 FD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0347.degrees latitude (g = 980.6199 gals.).
 FD0347
 FD0347.The modeled gravity was interpolated from observed gravity values.
 FD0347
 FD0347;                    North         East    Units  Estimated Accuracy
 FD0347;SPC TN       -    90,950.      548,090.      MT  (+/- 180 meters Scaled)
 FD0347
 FD0347                          SUPERSEDED SURVEY CONTROL
 FD0347
 FD0347  NGVD 29 (??/??/92)  219.690  (m)          720.77   (f) ADJ UNCH    1 2
 FD0347
 FD0347.Superseded values are not recommended for survey control.
 FD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0347.See file dsdata.txt to determine how the superseded data were derived.
 FD0347
 FD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED391899(NAD 83)
 FD0347_MARKER: Z = SEE DESCRIPTION
 FD0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0347_SP_SET: BUILDING
 FD0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0347
 FD0347  HISTORY     - Date     Condition        Report By
 FD0347  HISTORY     - UNK      MONUMENTED       USGS
 FD0347  HISTORY     - 1949     GOOD             NGS
 FD0347
 FD0347                          STATION DESCRIPTION
 FD0347
 FD0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0347'AT FAYETTEVILLE.
 FD0347'AT FAYETTEVILLE, SET VERTICALLY IN THE EAST FACE OF THE COURT
 FD0347'HOUSE, 7.4 FEET NORTH OF THE CENTER LINE OF THE EAST ENTRANCE TO
 FD0347'THE BUILDING, 1 FOOT ABOVE THE LEVEL OF THE TOP STEP OF THE ENTRANCE
 FD0347'AND ABOUT 4 FEET ABOVE THE GROUND.  NOTE-- THE DISK IS COMPLETELY
 FD0347'REMOVED AND ONLY A PORTION OF THE SHANK REMAINS.  THE PORTION
 FD0347'OF THE SHANK STILL REMAINING IS ABOUT 1 1/2 INCHES IN THE WALL WITH
 FD0347'NO DEFINITE MARK ON THE SHANK.  TAPE WAS SIGHTED AT AS NEAR THE
 FD0347'CENTER OF THE SHANK AS POSSIBLE AND USED AS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1378 ***********************************************************************
 GC1378  DESIGNATION -  735.5
 GC1378  PID         -  GC1378
 GC1378  STATE/COUNTY-  TN/DICKSON
 GC1378  USGS QUAD   -  SLAYDEN (1983)
 GC1378
 GC1378                         *CURRENT SURVEY CONTROL
 GC1378  ___________________________________________________________________
 GC1378* NAD 83(1986)-  36 17 41.     (N)    087 28 13.     (W)     SCALED    
 GC1378* NAVD 88     -       224.086  (meters)     735.19   (feet)  ADJUSTED  
 GC1378  ___________________________________________________________________
 GC1378  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC1378  DYNAMIC HT  -         223.894 (meters)     734.56  (feet)  COMP
 GC1378  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC1378
 GC1378  VERT ORDER  -  SECOND    CLASS 0
 GC1378
 GC1378.The horizontal coordinates were scaled from a topographic map and have
 GC1378.an estimated accuracy of +/- 6 seconds.
 GC1378
 GC1378.The orthometric height was determined by differential leveling
 GC1378.and adjusted by the National Geodetic Survey in June 1991..
 GC1378
 GC1378.The geoid height was determined by GEOID03.
 GC1378
 GC1378.The dynamic height is computed by dividing the NAVD 88
 GC1378.geopotential number by the normal gravity value computed on the
 GC1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1378.degrees latitude (g = 980.6199 gals.).
 GC1378
 GC1378.The modeled gravity was interpolated from observed gravity values.
 GC1378
 GC1378;                    North         East    Units  Estimated Accuracy
 GC1378;SPC TN       -   218,610.      467,940.      MT  (+/- 180 meters Scaled)
 GC1378
 GC1378                          SUPERSEDED SURVEY CONTROL
 GC1378
 GC1378  NGVD 29 (??/??/92)  224.104  (m)          735.25   (f) ADJ UNCH    2 0
 GC1378
 GC1378.Superseded values are not recommended for survey control.
 GC1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1378.See file dsdata.txt to determine how the superseded data were derived.
 GC1378
 GC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF577167(NAD 83)
 GC1378_MARKER: Q = CHISELED SQUARE
 GC1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1378_SP_SET: PLATFORM
 GC1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1378
 GC1378  HISTORY     - Date     Condition        Report By
 GC1378  HISTORY     - UNK      MONUMENTED       CGS
 GC1378  HISTORY     - 1934     GOOD             NGS
 GC1378
 GC1378                          STATION DESCRIPTION
 GC1378
 GC1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1378'AT SLAYDEN.
 GC1378'AT SLAYDEN, DICKSON COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1378'NASHVILLE RAILROAD, AT THE NORTHWEST CORNER OF A ROAD
 GC1378'INTERSECTION, IN FRONT OF A BRICK BUILDING, AND ON THE SOUTHWEST
 GC1378'CORNER OF THE CONCRETE PLATFORM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1083 ***********************************************************************
 FC1083  DESIGNATION -  735.67
 FC1083  PID         -  FC1083
 FC1083  STATE/COUNTY-  TN/HAMILTON
 FC1083  USGS QUAD   -  SODDY (1972)
 FC1083
 FC1083                         *CURRENT SURVEY CONTROL
 FC1083  ___________________________________________________________________
 FC1083* NAD 83(1986)-  35 20 06.     (N)    085 08 29.     (W)     SCALED    
 FC1083* NAVD 88     -       224.169  (meters)     735.46   (feet)  ADJUSTED  
 FC1083  ___________________________________________________________________
 FC1083  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1083  DYNAMIC HT  -         223.948 (meters)     734.74  (feet)  COMP
 FC1083  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 FC1083
 FC1083  VERT ORDER  -  FIRST     CLASS II
 FC1083
 FC1083.The horizontal coordinates were scaled from a topographic map and have
 FC1083.an estimated accuracy of +/- 6 seconds.
 FC1083
 FC1083.The orthometric height was determined by differential leveling
 FC1083.and adjusted by the National Geodetic Survey in June 1991..
 FC1083
 FC1083.The geoid height was determined by GEOID03.
 FC1083
 FC1083.The dynamic height is computed by dividing the NAVD 88
 FC1083.geopotential number by the normal gravity value computed on the
 FC1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1083.degrees latitude (g = 980.6199 gals.).
 FC1083
 FC1083.The modeled gravity was interpolated from observed gravity values.
 FC1083
 FC1083;                    North         East    Units  Estimated Accuracy
 FC1083;SPC TN       -   111,480.      678,060.      MT  (+/- 180 meters Scaled)
 FC1083
 FC1083                          SUPERSEDED SURVEY CONTROL
 FC1083
 FC1083  NGVD 29 (??/??/92)  224.219  (m)          735.63   (f) ADJ UNCH    1 2
 FC1083
 FC1083.Superseded values are not recommended for survey control.
 FC1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1083.See file dsdata.txt to determine how the superseded data were derived.
 FC1083
 FC1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE689117(NAD 83)
 FC1083_MARKER: Q = CHISELED SQUARE
 FC1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1083_SP_SET: BRIDGE
 FC1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1083
 FC1083  HISTORY     - Date     Condition        Report By
 FC1083  HISTORY     - UNK      MONUMENTED       SOURR
 FC1083  HISTORY     - 1950     GOOD             NGS
 FC1083
 FC1083                          STATION DESCRIPTION
 FC1083
 FC1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1083'3.6 MI NE FROM SODDY.
 FC1083'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1083'RATHBURN STATION AT SODDY, ABOUT 3.65 MILES SOUTHWEST OF THE
 FC1083'STATION AT SALE CREEK, A 2 1/2 BY 3-INCH OUTLINE SQUARE ON THE
 FC1083'TOP OF THE SOUTH CORNER OF THE SOUTHEAST END OF THE NORTHEAST
 FC1083'ABUTMENT OF STEEL GIRDER RAILWAY BRIDGE NO. 313.4 OVER A SMALL
 FC1083'CREEK, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 1/2 FOOT
 FC1083'BELOW THE TOP OF RAIL.  NOTE-- ROD HELD ON NORTH CORNER OF
 FC1083'SQUARE WHICH IS HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0296 ***********************************************************************
 FD0296  DESIGNATION -  738
 FD0296  PID         -  FD0296
 FD0296  STATE/COUNTY-  TN/MARSHALL
 FD0296  USGS QUAD   -  LEWISBURG (1981)
 FD0296
 FD0296                         *CURRENT SURVEY CONTROL
 FD0296  ___________________________________________________________________
 FD0296* NAD 83(1986)-  35 26 58.     (N)    086 47 18.     (W)     SCALED    
 FD0296* NAVD 88     -       222.763  (meters)     730.85   (feet)  ADJUSTED  
 FD0296  ___________________________________________________________________
 FD0296  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0296  DYNAMIC HT  -         222.562 (meters)     730.19  (feet)  COMP
 FD0296  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD0296
 FD0296  VERT ORDER  -  SECOND    CLASS 0
 FD0296
 FD0296.The horizontal coordinates were scaled from a topographic map and have
 FD0296.an estimated accuracy of +/- 6 seconds.
 FD0296
 FD0296.The orthometric height was determined by differential leveling
 FD0296.and adjusted by the National Geodetic Survey in June 1991..
 FD0296
 FD0296.The geoid height was determined by GEOID03.
 FD0296
 FD0296.The dynamic height is computed by dividing the NAVD 88
 FD0296.geopotential number by the normal gravity value computed on the
 FD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0296.degrees latitude (g = 980.6199 gals.).
 FD0296
 FD0296.The modeled gravity was interpolated from observed gravity values.
 FD0296
 FD0296;                    North         East    Units  Estimated Accuracy
 FD0296;SPC TN       -   124,120.      528,430.      MT  (+/- 180 meters Scaled)
 FD0296
 FD0296                          SUPERSEDED SURVEY CONTROL
 FD0296
 FD0296.No superseded survey control is available for this station.
 FD0296
 FD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192229(NAD 83)
 FD0296_MARKER: DD = SURVEY DISK
 FD0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0296_SP_SET: BUILDING
 FD0296_STAMPING: 738 NASHVILLE 1899
 FD0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0296
 FD0296  HISTORY     - Date     Condition        Report By
 FD0296  HISTORY     - 1899     MONUMENTED       USGS
 FD0296
 FD0296                          STATION DESCRIPTION
 FD0296
 FD0296'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 FD0296'AT LEWISBURG.
 FD0296'AT LEWISBURG, SOUTHWEST FACE OF COURT HOUSE, 10.5 FEET FROM
 FD0296'SOUTH CORNER, IN WATER TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0297 ***********************************************************************
 FD0297  DESIGNATION -  738 RESET
 FD0297  PID         -  FD0297
 FD0297  STATE/COUNTY-  TN/MARSHALL
 FD0297  USGS QUAD   -  LEWISBURG (1981)
 FD0297
 FD0297                         *CURRENT SURVEY CONTROL
 FD0297  ___________________________________________________________________
 FD0297* NAD 83(1986)-  35 26 58.     (N)    086 47 18.     (W)     SCALED    
 FD0297* NAVD 88     -       223.762  (meters)     734.13   (feet)  ADJUSTED  
 FD0297  ___________________________________________________________________
 FD0297  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0297  DYNAMIC HT  -         223.559 (meters)     733.46  (feet)  COMP
 FD0297  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD0297
 FD0297  VERT ORDER  -  FIRST     CLASS II
 FD0297
 FD0297.The horizontal coordinates were scaled from a topographic map and have
 FD0297.an estimated accuracy of +/- 6 seconds.
 FD0297
 FD0297.The orthometric height was determined by differential leveling
 FD0297.and adjusted by the National Geodetic Survey in June 1991..
 FD0297
 FD0297.The geoid height was determined by GEOID03.
 FD0297
 FD0297.The dynamic height is computed by dividing the NAVD 88
 FD0297.geopotential number by the normal gravity value computed on the
 FD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0297.degrees latitude (g = 980.6199 gals.).
 FD0297
 FD0297.The modeled gravity was interpolated from observed gravity values.
 FD0297
 FD0297;                    North         East    Units  Estimated Accuracy
 FD0297;SPC TN       -   124,120.      528,430.      MT  (+/- 180 meters Scaled)
 FD0297
 FD0297                          SUPERSEDED SURVEY CONTROL
 FD0297
 FD0297  NGVD 29 (??/??/92)  223.739  (m)          734.05   (f) ADJ UNCH    1 2
 FD0297
 FD0297.Superseded values are not recommended for survey control.
 FD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0297.See file dsdata.txt to determine how the superseded data were derived.
 FD0297
 FD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192229(NAD 83)
 FD0297_MARKER: DD = SURVEY DISK
 FD0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0297_SP_SET: BUILDING
 FD0297_STAMPING: 738 NASHVILLE 1899
 FD0297_MARK LOGO: USGS  
 FD0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0297
 FD0297  HISTORY     - Date     Condition        Report By
 FD0297  HISTORY     - 1899     MONUMENTED       USGS
 FD0297  HISTORY     - 1949     GOOD             NGS
 FD0297
 FD0297                          STATION DESCRIPTION
 FD0297
 FD0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0297'AT LEWISBURG.
 FD0297'AT LEWISBURG, SET VERTICALLY IN THE SOUTH FACE OF THE COURT
 FD0297'HOUSE BUILDING, 18 1/2 FEET EAST OF THE CENTER OF THE SOUTH
 FD0297'ENTRANCE, 11 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING
 FD0297'AND 1.9 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2600 ***********************************************************************
 AJ2600  DESIGNATION -  75
 AJ2600  PID         -  AJ2600
 AJ2600  STATE/COUNTY-  TN/SHELBY
 AJ2600  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2600
 AJ2600                         *CURRENT SURVEY CONTROL
 AJ2600  ___________________________________________________________________
 AJ2600* NAD 83(1995)-  35 12 19.47597(N)    089 55 11.65974(W)     ADJUSTED  
 AJ2600* NAVD 88     -        92.54   (meters)     303.6    (feet)  LEVELING  
 AJ2600  ___________________________________________________________________
 AJ2600  X           -       7,293.435 (meters)                     COMP
 AJ2600  Y           -  -5,217,370.544 (meters)                     COMP
 AJ2600  Z           -   3,656,548.440 (meters)                     COMP
 AJ2600  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ2600  ELLIP HEIGHT-          65.22  (meters)          (04/26/01) GPS OBS
 AJ2600  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2600
 AJ2600  HORZ ORDER  -  FIRST
 AJ2600  VERT ORDER  -  THIRD ?
 AJ2600  ELLP ORDER  -  FOURTH    CLASS I
 AJ2600
 AJ2600.The horizontal coordinates were established by GPS observations
 AJ2600.and adjusted by the National Geodetic Survey in April 2001..
 AJ2600
 AJ2600.The orthometric height was determined by differential leveling.
 AJ2600.The vertical network tie was performed by a horz. field party for horz.
 AJ2600.obs reductions. Reset procedures were used to establish the elevation.
 AJ2600
 AJ2600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2600
 AJ2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2600
 AJ2600.The ellipsoidal height was determined by GPS observations
 AJ2600.and is referenced to NAD 83.
 AJ2600
 AJ2600.The geoid height was determined by GEOID03.
 AJ2600
 AJ2600;                    North         East     Units Scale Factor Converg.
 AJ2600;SPC TN       -   103,904.949   243,148.065   MT  1.00000817   -2 17 41.5
 AJ2600;SPC TN       -   340,894.82    797,728.28   sFT  1.00000817   -2 17 41.5
 AJ2600;UTM  16      - 3,899,729.498   234,182.466   MT  1.00047090   -1 41 03.6
 AJ2600;UTM  15      - 3,900,170.247   780,405.180   MT  1.00056912   +1 46 36.7
 AJ2600
 AJ2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2600!SPC TN       -   0.99998976  x   1.00000817  =   0.99999793
 AJ2600!UTM  16      -   0.99998976  x   1.00047090  =   1.00046066
 AJ2600!UTM  15      -   0.99998976  x   1.00056912  =   1.00055888
 AJ2600
 AJ2600                          SUPERSEDED SURVEY CONTROL
 AJ2600
 AJ2600.No superseded survey control is available for this station.
 AJ2600
 AJ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3418299729(NAD 83)
 AJ2600_MARKER: DD = SURVEY DISK
 AJ2600_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2600+WITH SETTING: INFORMATION.
 AJ2600_STAMPING: 075
 AJ2600_MARK LOGO: MLGW  
 AJ2600_PROJECTION: FLUSH
 AJ2600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2600+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 AJ2600_ROD/PIPE-DEPTH:  0.8 meters
 AJ2600
 AJ2600  HISTORY     - Date     Condition        Report By
 AJ2600  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2600  HISTORY     - 20030610 GOOD             TN1620
 AJ2600  HISTORY     - 20050712 GOOD             COMPDA
 AJ2600
 AJ2600                          STATION DESCRIPTION
 AJ2600
 AJ2600'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2600'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2600'APPROXIMATELY 0.20 MILES (0.32 KM) WEST OF JOHN F KENNEDY CITY PARK IN
 AJ2600'THE RALEIGH COMMUNITY.
 AJ2600'TO REACH THE STATION FROM THE INTERSECTION OF NEW AUSTIN PEAY HIGHWAY
 AJ2600'AND STAGE ROAD PROCEED EAST ON STAGE ROAD APPROXIMATELY 0.10 MILES
 AJ2600'(0.16 KM) TO OLD AUSTIN PEAY HIGHWAY, CONTINUE EAST ON STAGE ROAD FOR
 AJ2600'300.00 FEET (91.44 M) TO EAST STREET.  THE STATION IS ON THE LEFT.
 AJ2600'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2600'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2600'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2600'OF STAGE ROAD AND EAST STREET, 25.50 FEET (7.77 M) NORTH OF THE NORTH
 AJ2600'CURBLINE OF STATE ROAD, 3.00 FEET (0.91 M) EAST OF THE EAST CURBLINE
 AJ2600'OF EAST STREET, POINT BEING OPPOSITE THE END OF RADIUS OF CURB.
 AJ2600'STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE
 AJ2600'ARE SET FLUSH WITH THE GROUND.
 AJ2600
 AJ2600                          STATION RECOVERY (2003)
 AJ2600
 AJ2600'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2600'RECOVERED IN GOOD CONDITION.
 AJ2600
 AJ2600                          STATION RECOVERY (2005)
 AJ2600
 AJ2600'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 AJ2600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0991 ***********************************************************************
 FD0991  DESIGNATION -  752
 FD0991  PID         -  FD0991
 FD0991  STATE/COUNTY-  TN/WAYNE
 FD0991  USGS QUAD   -  WAYNESBORO (1968)
 FD0991
 FD0991                         *CURRENT SURVEY CONTROL
 FD0991  ___________________________________________________________________
 FD0991* NAD 83(1986)-  35 19 10.     (N)    087 45 45.     (W)     SCALED    
 FD0991* NAVD 88     -       229.780  (meters)     753.87   (feet)  ADJUSTED  
 FD0991  ___________________________________________________________________
 FD0991  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0991  DYNAMIC HT  -         229.564 (meters)     753.16  (feet)  COMP
 FD0991  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FD0991
 FD0991  VERT ORDER  -  SECOND    CLASS 0
 FD0991
 FD0991.The horizontal coordinates were scaled from a topographic map and have
 FD0991.an estimated accuracy of +/- 6 seconds.
 FD0991
 FD0991.The orthometric height was determined by differential leveling
 FD0991.and adjusted by the National Geodetic Survey in June 1991..
 FD0991
 FD0991.The geoid height was determined by GEOID03.
 FD0991
 FD0991.The dynamic height is computed by dividing the NAVD 88
 FD0991.geopotential number by the normal gravity value computed on the
 FD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0991.degrees latitude (g = 980.6199 gals.).
 FD0991
 FD0991.The modeled gravity was interpolated from observed gravity values.
 FD0991
 FD0991;                    North         East    Units  Estimated Accuracy
 FD0991;SPC TN       -   110,850.      439,740.      MT  (+/- 180 meters Scaled)
 FD0991
 FD0991                          SUPERSEDED SURVEY CONTROL
 FD0991
 FD0991  NGVD 29 (??/??/92)  229.754  (m)          753.78   (f) ADJ UNCH    2 0
 FD0991
 FD0991.Superseded values are not recommended for survey control.
 FD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0991.See file dsdata.txt to determine how the superseded data were derived.
 FD0991
 FD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306087(NAD 83)
 FD0991_MARKER: P = PIPE CAP
 FD0991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0991_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0991_STAMPING: 752 NASHVILLE 1902
 FD0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0991
 FD0991  HISTORY     - Date     Condition        Report By
 FD0991  HISTORY     - 1902     MONUMENTED       USGS
 FD0991  HISTORY     - 1934     GOOD             NGS
 FD0991  HISTORY     - 1962     MARK NOT FOUND   NGS
 FD0991
 FD0991                          STATION DESCRIPTION
 FD0991
 FD0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0991'AT WAYNESBORO.
 FD0991'AT WAYNESBORO, WAYNE COUNTY, AT THE SOUTHEAST CORNER OF THE
 FD0991'COURTHOUSE YARD, 3 FEET WEST OF THE EAST FENCE, 3 FEET NORTH OF
 FD0991'THE SOUTH FENCE, 4 FEET SOUTHEAST OF A 24-INCH TREE, AND ABOUT
 FD0991'1 1/2 FEET BELOW THE SURFACE OF THE GROUND.  A U.S. GEOLOGICAL
 FD0991'SURVEY STANDARD CAP, STAMPED 752 NASHVILLE 1902 AND RIVETED ON THE
 FD0991'TOP OF A 3 1/2-INCH IRON PIPE ACCESS TO WHICH IS HAD THROUGH A
 FD0991'5- BY 5-INCH WOODEN BOX.
 FD0991
 FD0991                          STATION RECOVERY (1962)
 FD0991
 FD0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1329 ***********************************************************************
 GC1329  DESIGNATION -  75=505 275
 GC1329  PID         -  GC1329
 GC1329  STATE/COUNTY-  TN/CHEATHAM
 GC1329  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1329
 GC1329                         *CURRENT SURVEY CONTROL
 GC1329  ___________________________________________________________________
 GC1329* NAD 83(1986)-  36 06 01.     (N)    087 06 28.     (W)     SCALED    
 GC1329* NAVD 88     -       153.837  (meters)     504.71   (feet)  ADJUSTED  
 GC1329  ___________________________________________________________________
 GC1329  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1329  DYNAMIC HT  -         153.705 (meters)     504.28  (feet)  COMP
 GC1329  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC1329
 GC1329  VERT ORDER  -  FIRST     CLASS II
 GC1329
 GC1329.The horizontal coordinates were scaled from a topographic map and have
 GC1329.an estimated accuracy of +/- 6 seconds.
 GC1329
 GC1329.The orthometric height was determined by differential leveling
 GC1329.and adjusted by the National Geodetic Survey in June 1991..
 GC1329
 GC1329.The geoid height was determined by GEOID03.
 GC1329
 GC1329.The dynamic height is computed by dividing the NAVD 88
 GC1329.geopotential number by the normal gravity value computed on the
 GC1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1329.degrees latitude (g = 980.6199 gals.).
 GC1329
 GC1329.The modeled gravity was interpolated from observed gravity values.
 GC1329
 GC1329;                    North         East    Units  Estimated Accuracy
 GC1329;SPC TN       -   196,610.      500,250.      MT  (+/- 180 meters Scaled)
 GC1329
 GC1329                          SUPERSEDED SURVEY CONTROL
 GC1329
 GC1329  NGVD 29 (??/??/92)  153.862  (m)          504.80   (f) ADJ UNCH    1 2
 GC1329
 GC1329.Superseded values are not recommended for survey control.
 GC1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1329.See file dsdata.txt to determine how the superseded data were derived.
 GC1329
 GC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE902950(NAD 83)
 GC1329_MARKER: B = BOLT
 GC1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1329_SP_SET: BRIDGE
 GC1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1329
 GC1329  HISTORY     - Date     Condition        Report By
 GC1329  HISTORY     - UNK      MONUMENTED       DOD
 GC1329  HISTORY     - 1948     GOOD             NGS
 GC1329
 GC1329                          STATION DESCRIPTION
 GC1329
 GC1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1329'0.4 MI E FROM KINGSTON SPRINGS.
 GC1329'0.4 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AN ST. LOUIS
 GC1329'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, SET IN THE TOP OF
 GC1329'THE NORTHWEST CONCRETE WING WALL OF BRIDGE NO. 23.5 OVER HARPETH
 GC1329'RIVER, ABOUT 5.5 FEET NORTH OF THE NORTH RAIL, 2 FEET NORTH OF
 GC1329'THE SOUTH END OF THE WING WALL AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2601 ***********************************************************************
 AJ2601  DESIGNATION -  76
 AJ2601  PID         -  AJ2601
 AJ2601  STATE/COUNTY-  TN/SHELBY
 AJ2601  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2601
 AJ2601                         *CURRENT SURVEY CONTROL
 AJ2601  ___________________________________________________________________
 AJ2601* NAD 83(1995)-  35 12 43.32924(N)    089 57 25.07609(W)     ADJUSTED  
 AJ2601* NAVD 88     -        87.22   (meters)     286.2    (feet)  LEVELING  
 AJ2601  ___________________________________________________________________
 AJ2601  X           -       3,918.409 (meters)                     COMP
 AJ2601  Y           -  -5,216,946.021 (meters)                     COMP
 AJ2601  Z           -   3,657,146.026 (meters)                     COMP
 AJ2601  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ2601  ELLIP HEIGHT-          59.94  (meters)          (04/26/01) GPS OBS
 AJ2601  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2601
 AJ2601  HORZ ORDER  -  FIRST
 AJ2601  VERT ORDER  -  THIRD ?
 AJ2601  ELLP ORDER  -  FOURTH    CLASS I
 AJ2601
 AJ2601.The horizontal coordinates were established by GPS observations
 AJ2601.and adjusted by the National Geodetic Survey in April 2001..
 AJ2601
 AJ2601.The orthometric height was determined by differential leveling.
 AJ2601.The vertical network tie was performed by a horz. field party for horz.
 AJ2601.obs reductions. Reset procedures were used to establish the elevation.
 AJ2601
 AJ2601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2601
 AJ2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2601
 AJ2601.The ellipsoidal height was determined by GPS observations
 AJ2601.and is referenced to NAD 83.
 AJ2601
 AJ2601.The geoid height was determined by GEOID03.
 AJ2601
 AJ2601;                    North         East     Units Scale Factor Converg.
 AJ2601;SPC TN       -   104,775.231   239,805.812   MT  1.00000692   -2 18 59.6
 AJ2601;SPC TN       -   343,750.07    786,762.90   sFT  1.00000692   -2 18 59.6
 AJ2601;UTM  16      - 3,900,564.512   230,829.539   MT  1.00049301   -1 42 21.7
 AJ2601;UTM  15      - 3,900,801.343   777,007.697   MT  1.00054577   +1 45 20.7
 AJ2601
 AJ2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2601!SPC TN       -   0.99999059  x   1.00000692  =   0.99999751
 AJ2601!UTM  16      -   0.99999059  x   1.00049301  =   1.00048360
 AJ2601!UTM  15      -   0.99999059  x   1.00054577  =   1.00053636
 AJ2601
 AJ2601                          SUPERSEDED SURVEY CONTROL
 AJ2601
 AJ2601.No superseded survey control is available for this station.
 AJ2601
 AJ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3083000565(NAD 83)
 AJ2601_MARKER: DD = SURVEY DISK
 AJ2601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2601+WITH SETTING: INFORMATION.
 AJ2601_STAMPING: 076
 AJ2601_MARK LOGO: MLGW  
 AJ2601_PROJECTION: FLUSH
 AJ2601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2601+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AJ2601_ROD/PIPE-DEPTH:  0.8 meters
 AJ2601
 AJ2601  HISTORY     - Date     Condition        Report By
 AJ2601  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2601  HISTORY     - 20020905 GOOD             TN1620
 AJ2601
 AJ2601                          STATION DESCRIPTION
 AJ2601
 AJ2601'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2601'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2601'APPROXIMATELY 1.80 MILES (2.90 KM) SOUTH OF DAVID CROCKETT CITY PARK
 AJ2601'IN THE RALEIGH COMMUNITY.
 AJ2601'TO REACH THE STATION FROM THE INTERSECTION OF NEW ALLEN ROAD AND
 AJ2601'WHITNEY AVENUE PROCEED WEST ON WHITNEY AVENUE APPROXIMATELY 0.25 MILES
 AJ2601'(0.40 KM) TO SCOTLAND STREET.  THE STATION IS ON THE LEFT.
 AJ2601'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2601'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2601'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHEAST CORNER
 AJ2601'OF WHITNEY AVE AND SCOTLAND STREET, 45.00 FEET (13.72 M) SOUTH OF THE
 AJ2601'CENTERLINE OF WHITNEY STREET, 29.00 FEET (8.84 M) EAST OF THE
 AJ2601'CENTERLINE OF SCOTLAND STREET, 2.00 FEET (0.61 M) EAST OF THE EAST
 AJ2601'CURBLINE AROUND RADIUS.  THE STATION IS GUARDED BY A YELLOW CARSONITE
 AJ2601'MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2601
 AJ2601                          STATION RECOVERY (2002)
 AJ2601
 AJ2601'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (CMP)
 AJ2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0917 ***********************************************************************
 GB0917  DESIGNATION -  76 7 18
 GB0917  PID         -  GB0917
 GB0917  STATE/COUNTY-  TN/SCOTT
 GB0917  USGS QUAD   -  ROBBINS (1980)
 GB0917
 GB0917                         *CURRENT SURVEY CONTROL
 GB0917  ___________________________________________________________________
 GB0917* NAD 83(1986)-  36 21 46.     (N)    084 34 34.     (W)     SCALED    
 GB0917* NAVD 88     -       477.469  (meters)    1566.50   (feet)  ADJUSTED  
 GB0917  ___________________________________________________________________
 GB0917  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0917  DYNAMIC HT  -         477.055 (meters)    1565.14  (feet)  COMP
 GB0917  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 GB0917
 GB0917  VERT ORDER  -  FIRST     CLASS II
 GB0917
 GB0917.The horizontal coordinates were scaled from a topographic map and have
 GB0917.an estimated accuracy of +/- 6 seconds.
 GB0917
 GB0917.The orthometric height was determined by differential leveling
 GB0917.and adjusted by the National Geodetic Survey in June 1991..
 GB0917
 GB0917.The geoid height was determined by GEOID03.
 GB0917
 GB0917.The dynamic height is computed by dividing the NAVD 88
 GB0917.geopotential number by the normal gravity value computed on the
 GB0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0917.degrees latitude (g = 980.6199 gals.).
 GB0917
 GB0917.The modeled gravity was interpolated from observed gravity values.
 GB0917
 GB0917;                    North         East    Units  Estimated Accuracy
 GB0917;SPC TN       -   226,100.      727,790.      MT  (+/- 180 meters Scaled)
 GB0917
 GB0917                          SUPERSEDED SURVEY CONTROL
 GB0917
 GB0917  NGVD 29 (??/??/92)  477.597  (m)         1566.92   (f) ADJ UNCH    1 2
 GB0917
 GB0917.Superseded values are not recommended for survey control.
 GB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0917.See file dsdata.txt to determine how the superseded data were derived.
 GB0917
 GB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF174269(NAD 83)
 GB0917_MARKER: DD = SURVEY DISK
 GB0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0917_STAMPING: 76 7 18
 GB0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0917+STABILITY: SURFACE MOTION
 GB0917
 GB0917  HISTORY     - Date     Condition        Report By
 GB0917  HISTORY     - UNK      MONUMENTED       TNDG
 GB0917  HISTORY     - 1950     GOOD             NGS
 GB0917  HISTORY     - 1968     MARK NOT FOUND   TNDG
 GB0917
 GB0917                          STATION DESCRIPTION
 GB0917
 GB0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0917'1.2 MI NE FROM ROBBINS.
 GB0917'ABOUT 0.8 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0917'RAILWAY STATION AT ROBBINS, THENCE ABOUT 0.45 MILE NORTHEAST
 GB0917'AND UPHILL ALONG A GRAVEL ROAD, AT THE RESIDENCE OF MASON
 GB0917'FOSTERS, ABOUT 120 YARDS WEST OF THE JUNCTION OF DIM ROAD SOUTH,
 GB0917'92.8 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 GB0917'CORNER OF THE FOSTER RESIDENCE, 50 FEET SOUTHWEST OF THE CENTER
 GB0917'OF THE JUNCTION OF A DIM ROAD LEADING WEST, 19 FEET SOUTHWEST
 GB0917'OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHWEST OF THE
 GB0917'NORTHWEST EDGE OF A SMALL CULTIVATED FIELD, 1 1/2 FEET NORTH OF A
 GB0917'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND
 GB0917'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB0917
 GB0917                          STATION RECOVERY (1968)
 GB0917
 GB0917'RECOVERY NOTE BY TENNESSEE DIVISION OF GEOLOGY 1968
 GB0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2602 ***********************************************************************
 AJ2602  DESIGNATION -  77
 AJ2602  PID         -  AJ2602
 AJ2602  STATE/COUNTY-  TN/SHELBY
 AJ2602  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2602
 AJ2602                         *CURRENT SURVEY CONTROL
 AJ2602  ___________________________________________________________________
 AJ2602* NAD 83(1995)-  35 12 27.54791(N)    089 59 37.17359(W)     ADJUSTED  
 AJ2602* NAVD 88     -        91.94   (meters)     301.6    (feet)  LEVELING  
 AJ2602  ___________________________________________________________________
 AJ2602  X           -         577.368 (meters)                     COMP
 AJ2602  Y           -  -5,217,231.742 (meters)                     COMP
 AJ2602  Z           -   3,656,751.382 (meters)                     COMP
 AJ2602  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ2602  ELLIP HEIGHT-          64.67  (meters)          (04/26/01) GPS OBS
 AJ2602  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2602
 AJ2602  HORZ ORDER  -  FIRST
 AJ2602  VERT ORDER  -  THIRD ?
 AJ2602  ELLP ORDER  -  FOURTH    CLASS I
 AJ2602
 AJ2602.The horizontal coordinates were established by GPS observations
 AJ2602.and adjusted by the National Geodetic Survey in April 2001..
 AJ2602
 AJ2602.The orthometric height was determined by differential leveling.
 AJ2602.The vertical network tie was performed by a horz. field party for horz.
 AJ2602.obs reductions. Reset procedures were used to establish the elevation.
 AJ2602
 AJ2602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2602
 AJ2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2602
 AJ2602.The ellipsoidal height was determined by GPS observations
 AJ2602.and is referenced to NAD 83.
 AJ2602
 AJ2602.The geoid height was determined by GEOID03.
 AJ2602
 AJ2602;                    North         East     Units Scale Factor Converg.
 AJ2602;SPC TN       -   104,424.959   236,447.662   MT  1.00000774   -2 20 17.0
 AJ2602;SPC TN       -   342,600.89    775,745.37   sFT  1.00000774   -2 20 17.0
 AJ2602;UTM  16      - 3,900,178.270   227,473.647   MT  1.00051542   -1 43 37.3
 AJ2602;UTM  15      - 3,900,213.163   773,681.149   MT  1.00052319   +1 44 03.7
 AJ2602
 AJ2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2602!SPC TN       -   0.99998985  x   1.00000774  =   0.99999759
 AJ2602!UTM  16      -   0.99998985  x   1.00051542  =   1.00050526
 AJ2602!UTM  15      -   0.99998985  x   1.00052319  =   1.00051303
 AJ2602
 AJ2602                          SUPERSEDED SURVEY CONTROL
 AJ2602
 AJ2602.No superseded survey control is available for this station.
 AJ2602
 AJ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2747400178(NAD 83)
 AJ2602_MARKER: DD = SURVEY DISK
 AJ2602_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2602+WITH SETTING: INFORMATION.
 AJ2602_STAMPING: 077
 AJ2602_MARK LOGO: MLGW  
 AJ2602_PROJECTION: FLUSH
 AJ2602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2602+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 AJ2602_ROD/PIPE-DEPTH:  0.8 meters
 AJ2602
 AJ2602  HISTORY     - Date     Condition        Report By
 AJ2602  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2602  HISTORY     - 20040428 GOOD             TN1620
 AJ2602
 AJ2602                          STATION DESCRIPTION
 AJ2602
 AJ2602'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2602'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2602'APPROXIMATELY 0.40 MILES (0.64 KM) EAST OF THE FRAYSER CITY PARK IN
 AJ2602'THE FRAYSER COMMUNITY.
 AJ2602'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2602'WHITNEY AVENUE PROCEED EAST ON WHITNEY AVENUE FOR APPROXIMATELY 0.55
 AJ2602'MILE (0.89 KM) TO OVERTON CROSSING ROAD.  THE STATION IS ON THE RIGHT.
 AJ2602'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2602'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2602'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 153.80 FEET (46.88 M)
 AJ2602'EAST OF THE EAST CURBLINE OF OVERTON CROSSING ROAD, 1.70 FEET (0.52 M)
 AJ2602'EAST OF THE EAST SIDE OF A DRIVEWAY APRON TO ADDRESS 3004 OVERTON
 AJ2602'CROSSING, 1.00 FEET (0.30 M) SOUTH OF THE SOUTH CURBLINE OF WHITNEY
 AJ2602'AVENUE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2602
 AJ2602                          STATION RECOVERY (2004)
 AJ2602
 AJ2602'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (DA)
 AJ2602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1327 ***********************************************************************
 GC1327  DESIGNATION -  77=505 314
 GC1327  PID         -  GC1327
 GC1327  STATE/COUNTY-  TN/CHEATHAM
 GC1327  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1327
 GC1327                         *CURRENT SURVEY CONTROL
 GC1327  ___________________________________________________________________
 GC1327* NAD 83(1986)-  36 05 54.     (N)    087 06 05.     (W)     SCALED    
 GC1327* NAVD 88     -       153.849  (meters)     504.75   (feet)  ADJUSTED  
 GC1327  ___________________________________________________________________
 GC1327  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1327  DYNAMIC HT  -         153.716 (meters)     504.32  (feet)  COMP
 GC1327  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC1327
 GC1327  VERT ORDER  -  FIRST     CLASS II
 GC1327
 GC1327.The horizontal coordinates were scaled from a topographic map and have
 GC1327.an estimated accuracy of +/- 6 seconds.
 GC1327
 GC1327.The orthometric height was determined by differential leveling
 GC1327.and adjusted by the National Geodetic Survey in June 1991..
 GC1327
 GC1327.The geoid height was determined by GEOID03.
 GC1327
 GC1327.The dynamic height is computed by dividing the NAVD 88
 GC1327.geopotential number by the normal gravity value computed on the
 GC1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1327.degrees latitude (g = 980.6199 gals.).
 GC1327
 GC1327.The modeled gravity was interpolated from observed gravity values.
 GC1327
 GC1327;                    North         East    Units  Estimated Accuracy
 GC1327;SPC TN       -   196,380.      500,820.      MT  (+/- 180 meters Scaled)
 GC1327
 GC1327                          SUPERSEDED SURVEY CONTROL
 GC1327
 GC1327  NGVD 29 (??/??/92)  153.873  (m)          504.83   (f) ADJ UNCH    1 2
 GC1327
 GC1327.Superseded values are not recommended for survey control.
 GC1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1327.See file dsdata.txt to determine how the superseded data were derived.
 GC1327
 GC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE908948(NAD 83)
 GC1327_MARKER: B = BOLT
 GC1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1327_SP_SET: BRIDGE
 GC1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1327
 GC1327  HISTORY     - Date     Condition        Report By
 GC1327  HISTORY     - UNK      MONUMENTED       DOD
 GC1327  HISTORY     - 1948     GOOD             NGS
 GC1327  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC1327
 GC1327                          STATION DESCRIPTION
 GC1327
 GC1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1327'0.9 MI E FROM KINGSTON SPRINGS.
 GC1327'0.9 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1327'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, 5 POLES WEST OF
 GC1327'MILE POST 23, AT THE WEST END OF BRIDGE NO. 23.1 OVER
 GC1327'HARPETH RIVER, SET IN THE TOP OF THE NORTHWEST WING WALL, 6 FEET
 GC1327'NORTH OF THE NORTH RAIL, 2 FEET NORTH OF THE SOUTH END OF THE
 GC1327'WING WALL AND ABOUT LEVEL WITH THE TRACK.  NOTE-- IT WAS PROBABLY
 GC1327'DESTROYED WHEN BRIDGE 23.1 WAS REBUILT.
 GC1327
 GC1327                          STATION RECOVERY (1956)
 GC1327
 GC1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GC1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2603 ***********************************************************************
 AJ2603  DESIGNATION -  78
 AJ2603  PID         -  AJ2603
 AJ2603  STATE/COUNTY-  TN/SHELBY
 AJ2603  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2603
 AJ2603                         *CURRENT SURVEY CONTROL
 AJ2603  ___________________________________________________________________
 AJ2603* NAD 83(1995)-  35 12 35.18970(N)    090 01 53.54590(W)     ADJUSTED  
 AJ2603* NAVD 88     -        82.84   (meters)     271.8    (feet)  LEVELING  
 AJ2603  ___________________________________________________________________
 AJ2603  X           -      -2,871.934 (meters)                     COMP
 AJ2603  Y           -  -5,217,087.774 (meters)                     COMP
 AJ2603  Z           -   3,656,938.563 (meters)                     COMP
 AJ2603  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AJ2603  ELLIP HEIGHT-          55.58  (meters)          (04/26/01) GPS OBS
 AJ2603  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2603
 AJ2603  HORZ ORDER  -  FIRST
 AJ2603  VERT ORDER  -  THIRD ?
 AJ2603  ELLP ORDER  -  FOURTH    CLASS I
 AJ2603
 AJ2603.The horizontal coordinates were established by GPS observations
 AJ2603.and adjusted by the National Geodetic Survey in April 2001..
 AJ2603
 AJ2603.The orthometric height was determined by differential leveling.
 AJ2603.The vertical network tie was performed by a horz. field party for horz.
 AJ2603.obs reductions. Reset procedures were used to establish the elevation.
 AJ2603
 AJ2603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2603
 AJ2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2603
 AJ2603.The ellipsoidal height was determined by GPS observations
 AJ2603.and is referenced to NAD 83.
 AJ2603
 AJ2603.The geoid height was determined by GEOID03.
 AJ2603
 AJ2603;                    North         East     Units Scale Factor Converg.
 AJ2603;SPC TN       -   104,801.650   233,010.887   MT  1.00000734   -2 21 36.8
 AJ2603;SPC TN       -   343,836.75    764,469.89   sFT  1.00000734   -2 21 36.8
 AJ2603;UTM  15      - 3,900,344.888   770,224.558   MT  1.00050002   +1 42 45.2
 AJ2603;UTM  16      - 3,900,518.460   224,031.262   MT  1.00053869   -1 44 56.4
 AJ2603
 AJ2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2603!SPC TN       -   0.99999128  x   1.00000734  =   0.99999862
 AJ2603!UTM  15      -   0.99999128  x   1.00050002  =   1.00049129
 AJ2603!UTM  16      -   0.99999128  x   1.00053869  =   1.00052996
 AJ2603
 AJ2603                          SUPERSEDED SURVEY CONTROL
 AJ2603
 AJ2603.No superseded survey control is available for this station.
 AJ2603
 AJ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7022500345(NAD 83)
 AJ2603_MARKER: DD = SURVEY DISK
 AJ2603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2603+WITH SETTING: INFORMATION.
 AJ2603_STAMPING: 078
 AJ2603_MARK LOGO: MLGW  
 AJ2603_PROJECTION: FLUSH
 AJ2603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2603+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ2603_ROD/PIPE-DEPTH:  0.8 meters
 AJ2603
 AJ2603  HISTORY     - Date     Condition        Report By
 AJ2603  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2603  HISTORY     - 20040428 GOOD             TN1620
 AJ2603  HISTORY     - 20050925 GOOD             TN1620
 AJ2603
 AJ2603                          STATION DESCRIPTION
 AJ2603
 AJ2603'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2603'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2603'APPROXIMATELY 1.20 MILES (1.93 KM) NORTHEAST OF THE GENERAL DEWITT
 AJ2603'SPAIN DOWNTOWN AIRPORT IN THE FRAYSER COMMUNITY.
 AJ2603'TO REACH THE STATION FROM THE INTERSECTION OF THOMAS STREET (HWY 51)
 AJ2603'AND WHITNEY AVENUE PROCEED EAST ON WHITNEY AVENUE APPROXIMATELY 400.00
 AJ2603'FEET (121.92 M) TO THE STATION ON THE RIGHT.
 AJ2603'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2603'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2603'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 394.OO FEET EAST OF THE
 AJ2603'CENTERLINE OF THOMAS STREET, 122.00 FEET (37.19 M) EAST OF THE EAST
 AJ2603'SIDE OF A DRIVEWAY TO ADDRESS 3074 WHITNEY AVENUE, 2.30 FEET (0.70 M)
 AJ2603'SOUTH OF THE SOUTH CURBLINE OF WHITNEY AVENUE.  THE CAP AND CONCRETE
 AJ2603'ARE SET FLUSH WITH THE GROUND.
 AJ2603
 AJ2603                          STATION RECOVERY (2004)
 AJ2603
 AJ2603'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (KG)
 AJ2603'RECOVERED IN GOOD CONDITION.
 AJ2603
 AJ2603                          STATION RECOVERY (2005)
 AJ2603
 AJ2603'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (DA)
 AJ2603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0048 ***********************************************************************
 FC0048  DESIGNATION -  784 MC
 FC0048  PID         -  FC0048
 FC0048  STATE/COUNTY-  TN/LOUDON
 FC0048  USGS QUAD   -  LOUDON (1984)
 FC0048
 FC0048                         *CURRENT SURVEY CONTROL
 FC0048  ___________________________________________________________________
 FC0048* NAD 83(1986)-  35 44 28.     (N)    084 20 13.     (W)     SCALED    
 FC0048* NAVD 88     -       238.482  (meters)     782.42   (feet)  ADJUSTED  
 FC0048  ___________________________________________________________________
 FC0048  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0048  DYNAMIC HT  -         238.254 (meters)     781.67  (feet)  COMP
 FC0048  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FC0048
 FC0048  VERT ORDER  -  FIRST     CLASS I
 FC0048
 FC0048.The horizontal coordinates were scaled from a topographic map and have
 FC0048.an estimated accuracy of +/- 6 seconds.
 FC0048
 FC0048.The orthometric height was determined by differential leveling
 FC0048.and adjusted by the National Geodetic Survey in June 1991..
 FC0048
 FC0048.The geoid height was determined by GEOID03.
 FC0048
 FC0048.The dynamic height is computed by dividing the NAVD 88
 FC0048.geopotential number by the normal gravity value computed on the
 FC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0048.degrees latitude (g = 980.6199 gals.).
 FC0048
 FC0048.The modeled gravity was interpolated from observed gravity values.
 FC0048
 FC0048;                    North         East    Units  Estimated Accuracy
 FC0048;SPC TN       -   157,470.      750,420.      MT  (+/- 180 meters Scaled)
 FC0048
 FC0048                          SUPERSEDED SURVEY CONTROL
 FC0048
 FC0048  NGVD 29 (??/??/92)  238.589  (m)          782.77   (f) ADJ UNCH    1 1
 FC0048
 FC0048.Superseded values are not recommended for survey control.
 FC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0048.See file dsdata.txt to determine how the superseded data were derived.
 FC0048
 FC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE408585(NAD 83)
 FC0048_MARKER: DD = SURVEY DISK
 FC0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0048_SP_SET: BUILDING
 FC0048_STAMPING: 782.994 FT MC
 FC0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0048
 FC0048  HISTORY     - Date     Condition        Report By
 FC0048  HISTORY     - UNK      MONUMENTED       USGS
 FC0048  HISTORY     - 1968     GOOD             NGS
 FC0048
 FC0048                          STATION DESCRIPTION
 FC0048
 FC0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0048'AT LOUDON.
 FC0048'AT LOUDON, AT THE EAST CORNER OF THE INTERSECTION OF MULBERRY
 FC0048'STREET (U.S. HIGHWAY 11) AND GROVE STREET, SET VERTICALLY IN
 FC0048'THE SOUTHWEST FACE OF THE WEST CORNER OF THE COUNTY COURTHOUSE,
 FC0048'2.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHWEST ONE
 FC0048'OF TWO GROVE STREET ENTRANCES, 1.1 FEET SOUTHEAST OF THE WEST
 FC0048'CORNER OF THE BUILDING, 1.1 FEET ABOVE THE LEVEL OF THE SIDEWALK
 FC0048'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1326 ***********************************************************************
 GC1326  DESIGNATION -  78=515 118
 GC1326  PID         -  GC1326
 GC1326  STATE/COUNTY-  TN/CHEATHAM
 GC1326  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1326
 GC1326                         *CURRENT SURVEY CONTROL
 GC1326  ___________________________________________________________________
 GC1326* NAD 83(1986)-  36 06 06.     (N)    087 05 43.     (W)     SCALED    
 GC1326* NAVD 88     -       156.840  (meters)     514.57   (feet)  ADJUSTED  
 GC1326  ___________________________________________________________________
 GC1326  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1326  DYNAMIC HT  -         156.705 (meters)     514.12  (feet)  COMP
 GC1326  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC1326
 GC1326  VERT ORDER  -  FIRST     CLASS II
 GC1326
 GC1326.The horizontal coordinates were scaled from a topographic map and have
 GC1326.an estimated accuracy of +/- 6 seconds.
 GC1326
 GC1326.The orthometric height was determined by differential leveling
 GC1326.and adjusted by the National Geodetic Survey in June 1991..
 GC1326
 GC1326.The geoid height was determined by GEOID03.
 GC1326
 GC1326.The dynamic height is computed by dividing the NAVD 88
 GC1326.geopotential number by the normal gravity value computed on the
 GC1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1326.degrees latitude (g = 980.6199 gals.).
 GC1326
 GC1326.The modeled gravity was interpolated from observed gravity values.
 GC1326
 GC1326;                    North         East    Units  Estimated Accuracy
 GC1326;SPC TN       -   196,750.      501,380.      MT  (+/- 180 meters Scaled)
 GC1326
 GC1326                          SUPERSEDED SURVEY CONTROL
 GC1326
 GC1326  NGVD 29 (??/??/92)  156.863  (m)          514.64   (f) ADJ UNCH    1 2
 GC1326
 GC1326.Superseded values are not recommended for survey control.
 GC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1326.See file dsdata.txt to determine how the superseded data were derived.
 GC1326
 GC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE914952(NAD 83)
 GC1326_MARKER: B = BOLT
 GC1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1326_SP_SET: CULVERT
 GC1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1326
 GC1326  HISTORY     - Date     Condition        Report By
 GC1326  HISTORY     - UNK      MONUMENTED       DOD
 GC1326  HISTORY     - 1948     GOOD             NGS
 GC1326
 GC1326                          STATION DESCRIPTION
 GC1326
 GC1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1326'1.3 MI E FROM KINGSTON SPRINGS.
 GC1326'1.3 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1326'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, AT POLE NO. 22+28,
 GC1326'IN THE EAST ANGLE OF A DIM FARM ROAD CROSSING, SET IN THE TOP OF
 GC1326'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 GC1326'20-INCH CONCRETE PIPE CULVERT, 8.5 FEET SOUTHEAST OF THE
 GC1326'SOUTHEAST RAIL, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 GC1326'DIM ROAD AND ABOUT 1/2-FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0379 ***********************************************************************
 FC0379  DESIGNATION -  789 N
 FC0379  PID         -  FC0379
 FC0379  STATE/COUNTY-  TN/BRADLEY
 FC0379  USGS QUAD   -  MC DONALD (1976)
 FC0379
 FC0379                         *CURRENT SURVEY CONTROL
 FC0379  ___________________________________________________________________
 FC0379* NAD 83(1986)-  35 06 49.     (N)    084 55 57.     (W)     SCALED    
 FC0379* NAVD 88     -       240.690  (meters)     789.66   (feet)  ADJUSTED  
 FC0379  ___________________________________________________________________
 FC0379  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0379  DYNAMIC HT  -         240.450 (meters)     788.88  (feet)  COMP
 FC0379  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FC0379
 FC0379  VERT ORDER  -  SECOND    CLASS 0
 FC0379
 FC0379.The horizontal coordinates were scaled from a topographic map and have
 FC0379.an estimated accuracy of +/- 6 seconds.
 FC0379
 FC0379.The orthometric height was determined by differential leveling
 FC0379.and adjusted by the National Geodetic Survey in June 1991..
 FC0379
 FC0379.The geoid height was determined by GEOID03.
 FC0379
 FC0379.The dynamic height is computed by dividing the NAVD 88
 FC0379.geopotential number by the normal gravity value computed on the
 FC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0379.degrees latitude (g = 980.6199 gals.).
 FC0379
 FC0379.The modeled gravity was interpolated from observed gravity values.
 FC0379
 FC0379;                    North         East    Units  Estimated Accuracy
 FC0379;SPC TN       -    87,100.      697,320.      MT  (+/- 180 meters Scaled)
 FC0379
 FC0379                          SUPERSEDED SURVEY CONTROL
 FC0379
 FC0379  NGVD 29 (??/??/92)  240.702  (m)          789.70   (f) ADJ UNCH    2 0
 FC0379
 FC0379.Superseded values are not recommended for survey control.
 FC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0379.See file dsdata.txt to determine how the superseded data were derived.
 FC0379
 FC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD884875(NAD 83)
 FC0379_MARKER: DD = SURVEY DISK
 FC0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0379_SP_SET: CULVERT
 FC0379_STAMPING: 789 NASHVILLE 1899
 FC0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0379
 FC0379  HISTORY     - Date     Condition        Report By
 FC0379  HISTORY     - 1899     MONUMENTED       USGS
 FC0379  HISTORY     - 1949     POOR             NGS
 FC0379
 FC0379                          STATION DESCRIPTION
 FC0379
 FC0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0379'1.9 MI NE FROM TUCKER SPRINGS.
 FC0379'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0379'AT TUCKER SPRINGS, BRADLEY COUNTY, 49.5 RAILS EAST OF SIGNAL
 FC0379'218.1 A, 5.8 FEET NORTH OF THE NORTH RAIL, AND IN THE PARAPET
 FC0379'WALL OF A CONCRETE ARCH CULVERT AT BLACK FOX CREEK.  A UNITED
 FC0379'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 789 NASHVILLE
 FC0379'1899.  NOTE-- IN 1934 IT WAS REPORTED THAT THE DISK HAD BEEN
 FC0379'MUTILATED AND IT APPARENTLY HAD BEEN MOVED SINCE ITS ESTABLISHMENT
 FC0379'IN 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0463 ***********************************************************************
 FF0463  DESIGNATION -  79 15 11
 FF0463  PID         -  FF0463
 FF0463  STATE/COUNTY-  TN/SHELBY
 FF0463  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0463
 FF0463                         *CURRENT SURVEY CONTROL
 FF0463  ___________________________________________________________________
 FF0463* NAD 83(1986)-  35 05 12.     (N)    090 03 24.     (W)     SCALED    
 FF0463* NAVD 88     -        78.787  (meters)     258.49   (feet)  ADJUSTED  
 FF0463  ___________________________________________________________________
 FF0463  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0463  DYNAMIC HT  -          78.714 (meters)     258.25  (feet)  COMP
 FF0463  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FF0463
 FF0463  VERT ORDER  -  FIRST     CLASS II
 FF0463
 FF0463.The horizontal coordinates were scaled from a topographic map and have
 FF0463.an estimated accuracy of +/- 6 seconds.
 FF0463
 FF0463.The orthometric height was determined by differential leveling
 FF0463.and adjusted by the National Geodetic Survey in June 1991..
 FF0463
 FF0463.The geoid height was determined by GEOID03.
 FF0463
 FF0463.The dynamic height is computed by dividing the NAVD 88
 FF0463.geopotential number by the normal gravity value computed on the
 FF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0463.degrees latitude (g = 980.6199 gals.).
 FF0463
 FF0463.The modeled gravity was interpolated from observed gravity values.
 FF0463
 FF0463;                    North         East    Units  Estimated Accuracy
 FF0463;SPC TN       -    91,250.      230,160.      MT  (+/- 180 meters Scaled)
 FF0463
 FF0463                          SUPERSEDED SURVEY CONTROL
 FF0463
 FF0463  NGVD 29 (??/??/??)   78.755  (m)          258.38   (f) ADJUSTED    1 2
 FF0463
 FF0463.Superseded values are not recommended for survey control.
 FF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0463.See file dsdata.txt to determine how the superseded data were derived.
 FF0463
 FF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683866(NAD 83)
 FF0463_MARKER: DD = SURVEY DISK
 FF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0463_STAMPING: 79/15/11
 FF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0463+STABILITY: SURFACE MOTION
 FF0463
 FF0463  HISTORY     - Date     Condition        Report By
 FF0463  HISTORY     - UNK      MONUMENTED       TNDG
 FF0463  HISTORY     - 1956     GOOD             CGS
 FF0463  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0463
 FF0463                          STATION DESCRIPTION
 FF0463
 FF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0463'AT MEMPHIS.
 FF0463'AT MEMPHIS, 0.3 MILE EAST ALONG MALLORY AVENUE FROM THE
 FF0463'INTERSECTION OF FLORIDA STREET, AT THE INTERSECTION OF MALLORY
 FF0463'AVENUE AND SOUTH THIRD STREET (U.S. HIGHWAY 61), ABOUT IN LINE
 FF0463'WITH THE PROLONGED NORTH CURB LINE OF MALLORY AVENUE LEADING
 FF0463'EAST, 13 1/2 FEET NORTH OF THE PROLONGED NORTH CURB LINE OF
 FF0463'MALLORY AVENUE LEADING WEST, 33 FEET WEST OF CENTER LINE OF HIGHWAY
 FF0463'61, 6.2 FEET SOUTHEAST OF ROUNDED WEST CURB OF HIGHWAY 61 AND
 FF0463'IN SURFACED AREA OF HIGHWAY 61, 8 FEET EAST OF LIGHT POLE NO.
 FF0463'4228, AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 FF0463'1 1/2 INCHES OUT OF SURFACED AREA OF HIGHWAY.  NOTE-- THE MARK
 FF0463'IS BEING RUN OVER AND SHOULD BE USED WITH CAUTION.
 FF0463
 FF0463                          STATION RECOVERY (1974)
 FF0463
 FF0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0481 ***********************************************************************
 FF0481  DESIGNATION -  79 17 7
 FF0481  PID         -  FF0481
 FF0481  STATE/COUNTY-  TN/SHELBY
 FF0481  USGS QUAD   -  FLETCHER LAKE (1993)
 FF0481
 FF0481                         *CURRENT SURVEY CONTROL
 FF0481  ___________________________________________________________________
 FF0481* NAD 83(1986)-  35 00 42.     (N)    090 07 49.     (W)     SCALED    
 FF0481* NAVD 88     -        79.417  (meters)     260.55   (feet)  ADJUSTED  
 FF0481  ___________________________________________________________________
 FF0481  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0481  DYNAMIC HT  -          79.344 (meters)     260.31  (feet)  COMP
 FF0481  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FF0481
 FF0481  VERT ORDER  -  FIRST     CLASS II
 FF0481
 FF0481.The horizontal coordinates were scaled from a topographic map and have
 FF0481.an estimated accuracy of +/- 6 seconds.
 FF0481
 FF0481.The orthometric height was determined by differential leveling
 FF0481.and adjusted by the National Geodetic Survey in June 1991..
 FF0481
 FF0481.The geoid height was determined by GEOID03.
 FF0481
 FF0481.The dynamic height is computed by dividing the NAVD 88
 FF0481.geopotential number by the normal gravity value computed on the
 FF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0481.degrees latitude (g = 980.6199 gals.).
 FF0481
 FF0481.The modeled gravity was interpolated from observed gravity values.
 FF0481
 FF0481;                    North         East    Units  Estimated Accuracy
 FF0481;SPC TN       -    83,220.      223,100.      MT  (+/- 180 meters Scaled)
 FF0481
 FF0481                          SUPERSEDED SURVEY CONTROL
 FF0481
 FF0481  NGVD 29 (??/??/??)   79.400  (m)          260.50   (f) ADJUSTED    1 2
 FF0481
 FF0481.Superseded values are not recommended for survey control.
 FF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0481.See file dsdata.txt to determine how the superseded data were derived.
 FF0481
 FF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU618781(NAD 83)
 FF0481_MARKER: DD = SURVEY DISK
 FF0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0481_STAMPING: 79/17/7
 FF0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0481+STABILITY: SURFACE MOTION
 FF0481
 FF0481  HISTORY     - Date     Condition        Report By
 FF0481  HISTORY     - UNK      MONUMENTED       TNDG
 FF0481  HISTORY     - 1956     GOOD             CGS
 FF0481  HISTORY     - 20021030 MARK NOT FOUND   USACE
 FF0481
 FF0481                          STATION DESCRIPTION
 FF0481
 FF0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0481'7.3 MI SW FROM MEMPHIS.
 FF0481'7.3 MILES SOUTHWEST AND SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FF0481'FROM THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.9 MILE SOUTH
 FF0481'OF CROSSING OF WHITE CAP ROAD, 136 FEET NORTH OF MILE POST M 11,
 FF0481'203 YARDS SOUTHWEST OF SIGNAL NO. L 10.7, 34 FEET NORTHWEST OF
 FF0481'NORTHWEST RAIL AND ON TOP OF THE HIGHEST POINT OF A CUT, ON THE
 FF0481'OUTSIDE OF THE SECOND CURVE SOUTHWEST OF CROSSING OF WHITE CAP
 FF0481'ROAD, ABOUT 9 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0481'CONCRETE POST PROJECTING 4 INCHES.
 FF0481
 FF0481                          STATION RECOVERY (2002)
 FF0481
 FF0481'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1251 ***********************************************************************
 FE1251  DESIGNATION -  79 20 12
 FE1251  PID         -  FE1251
 FE1251  STATE/COUNTY-  TN/SHELBY
 FE1251  USGS QUAD   -  ELLENDALE (1993)
 FE1251
 FE1251                         *CURRENT SURVEY CONTROL
 FE1251  ___________________________________________________________________
 FE1251* NAD 83(1986)-  35 12 14.     (N)    089 52 06.     (W)     SCALED    
 FE1251* NAVD 88     -        81.928  (meters)     268.79   (feet)  ADJUSTED  
 FE1251  ___________________________________________________________________
 FE1251  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1251  DYNAMIC HT  -          81.854 (meters)     268.55  (feet)  COMP
 FE1251  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FE1251
 FE1251  VERT ORDER  -  SECOND    CLASS 0
 FE1251
 FE1251.The horizontal coordinates were scaled from a topographic map and have
 FE1251.an estimated accuracy of +/- 6 seconds.
 FE1251
 FE1251.The orthometric height was determined by differential leveling
 FE1251.and adjusted by the National Geodetic Survey in June 1991..
 FE1251
 FE1251.The geoid height was determined by GEOID03.
 FE1251
 FE1251.The dynamic height is computed by dividing the NAVD 88
 FE1251.geopotential number by the normal gravity value computed on the
 FE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1251.degrees latitude (g = 980.6199 gals.).
 FE1251
 FE1251.The modeled gravity was interpolated from observed gravity values.
 FE1251
 FE1251;                    North         East    Units  Estimated Accuracy
 FE1251;SPC TN       -   103,550.      247,830.      MT  (+/- 180 meters Scaled)
 FE1251
 FE1251                          SUPERSEDED SURVEY CONTROL
 FE1251
 FE1251  NGVD 29 (??/??/??)   81.915  (m)          268.75   (f) ADJUSTED    2 0
 FE1251
 FE1251.Superseded values are not recommended for survey control.
 FE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1251.See file dsdata.txt to determine how the superseded data were derived.
 FE1251
 FE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD388994(NAD 83)
 FE1251_MARKER: DD = SURVEY DISK
 FE1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1251_STAMPING: 79/20/12
 FE1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1251+STABILITY: SURFACE MOTION
 FE1251
 FE1251  HISTORY     - Date     Condition        Report By
 FE1251  HISTORY     - UNK      MONUMENTED       TNDG
 FE1251  HISTORY     - 1958     GOOD             CGS
 FE1251  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1251
 FE1251                          STATION DESCRIPTION
 FE1251
 FE1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1251'AT BARTLETT.
 FE1251'AT BARTLETT, ABOUT 75 YARDS NORTHEAST ALONG THE LOUISVILLE AND
 FE1251'NASHVILLE RAILROAD FROM THE FLAG STATION, AT CROSSING OF THE L.
 FE1251'AND N. RR AND STAGE ROAD, 23 FEET NORTH OF CENTER LINE OF STAGE
 FE1251'ROAD, 10.6 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 0.7 FOOT
 FE1251'NORTHWEST OF NORTH CORNER OF A 2 1/2 BY 3-FOOT BY 2 FEET HIGH
 FE1251'CONCRETE LOCKER WITH METAL COVER HOUSING SIGNAL APPARATUS, ABOUT
 FE1251'IN LINE WITH THE EXTENDED CENTER LINE OF BARTLETT ROAD LEADING
 FE1251'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1251
 FE1251                          STATION RECOVERY (1992)
 FE1251
 FE1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1251'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0309 ***********************************************************************
 FF0309  DESIGNATION -  79 21 1
 FF0309  PID         -  FF0309
 FF0309  STATE/COUNTY-  TN/SHELBY
 FF0309  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0309
 FF0309                         *CURRENT SURVEY CONTROL
 FF0309  ___________________________________________________________________
 FF0309* NAD 83(1986)-  35 14 24.     (N)    090 03 08.     (W)     SCALED    
 FF0309* NAVD 88     -        86.281  (meters)     283.07   (feet)  ADJUSTED  
 FF0309  ___________________________________________________________________
 FF0309  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0309  DYNAMIC HT  -          86.204 (meters)     282.82  (feet)  COMP
 FF0309  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FF0309
 FF0309  VERT ORDER  -  FIRST     CLASS II
 FF0309
 FF0309.The horizontal coordinates were scaled from a topographic map and have
 FF0309.an estimated accuracy of +/- 6 seconds.
 FF0309
 FF0309.The orthometric height was determined by differential leveling
 FF0309.and adjusted by the National Geodetic Survey in June 1991..
 FF0309
 FF0309.The geoid height was determined by GEOID03.
 FF0309
 FF0309.The dynamic height is computed by dividing the NAVD 88
 FF0309.geopotential number by the normal gravity value computed on the
 FF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0309.degrees latitude (g = 980.6199 gals.).
 FF0309
 FF0309.The modeled gravity was interpolated from observed gravity values.
 FF0309
 FF0309;                    North         East    Units  Estimated Accuracy
 FF0309;SPC TN       -   108,230.      231,270.      MT  (+/- 180 meters Scaled)
 FF0309
 FF0309                          SUPERSEDED SURVEY CONTROL
 FF0309
 FF0309  NGVD 29 (??/??/??)   86.244  (m)          282.95   (f) ADJUSTED    1 2
 FF0309
 FF0309.Superseded values are not recommended for survey control.
 FF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0309.See file dsdata.txt to determine how the superseded data were derived.
 FF0309
 FF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682036(NAD 83)
 FF0309_MARKER: DD = SURVEY DISK
 FF0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0309_STAMPING: 79-21-1
 FF0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0309+STABILITY: SURFACE MOTION
 FF0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0309+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0309
 FF0309  HISTORY     - Date     Condition        Report By
 FF0309  HISTORY     - UNK      MONUMENTED       TNDG
 FF0309  HISTORY     - 1957     GOOD             CGS
 FF0309  HISTORY     - 19970922 GOOD             TN1620
 FF0309  HISTORY     - 20021022 GOOD             USACE
 FF0309
 FF0309                          STATION DESCRIPTION
 FF0309
 FF0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0309'3.5 MI NW FROM FRAYSER.
 FF0309'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0309'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0309'ALONG MARSH ROAD, THENCE 2.5 MILES NORTH AND NORTHWEST ALONG
 FF0309'BENJESTOWN ROAD, 25 FEET EAST OF THE CENTER LINE OF BENJESTOWN
 FF0309'ROAD, 31 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF
 FF0309'BENJESTOWN ROAD AND BILLION ROAD LEADING WEST, 18 FEET NORTH
 FF0309'OF A ROAD MARKER POST, 40 YARDS SOUTHEAST AND ACROSS THE
 FF0309'BENJESTOWN ROAD FROM A STONE HOUSE (HOUSE NO 4205), 1 FOOT ABOVE
 FF0309'THE LEVEL OF THE ROAD, 2 1/2 FEET EAST OF A FENCE LINE AND SET
 FF0309'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FF0309
 FF0309                          STATION RECOVERY (1997)
 FF0309
 FF0309'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0309'RECOVERED IN GOOD CONDITION.
 FF0309
 FF0309                          STATION RECOVERY (2002)
 FF0309
 FF0309'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0295 ***********************************************************************
 FF0295  DESIGNATION -  79 23 11
 FF0295  PID         -  FF0295
 FF0295  STATE/COUNTY-  TN/SHELBY
 FF0295  USGS QUAD   -  LOCKE (1970)
 FF0295
 FF0295                         *CURRENT SURVEY CONTROL
 FF0295  ___________________________________________________________________
 FF0295* NAD 83(1986)-  35 18 41.     (N)    090 02 45.     (W)     SCALED    
 FF0295* NAVD 88     -       105.159  (meters)     345.01   (feet)  ADJUSTED  
 FF0295  ___________________________________________________________________
 FF0295  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0295  DYNAMIC HT  -         105.065 (meters)     344.70  (feet)  COMP
 FF0295  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FF0295
 FF0295  VERT ORDER  -  FIRST     CLASS II
 FF0295
 FF0295.The horizontal coordinates were scaled from a topographic map and have
 FF0295.an estimated accuracy of +/- 6 seconds.
 FF0295
 FF0295.The orthometric height was determined by differential leveling
 FF0295.and adjusted by the National Geodetic Survey in June 1991..
 FF0295
 FF0295.The geoid height was determined by GEOID03.
 FF0295
 FF0295.The dynamic height is computed by dividing the NAVD 88
 FF0295.geopotential number by the normal gravity value computed on the
 FF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0295.degrees latitude (g = 980.6199 gals.).
 FF0295
 FF0295.The modeled gravity was interpolated from observed gravity values.
 FF0295
 FF0295;                    North         East    Units  Estimated Accuracy
 FF0295;SPC TN       -   116,120.      232,180.      MT  (+/- 180 meters Scaled)
 FF0295
 FF0295                          SUPERSEDED SURVEY CONTROL
 FF0295
 FF0295  NGVD 29 (??/??/??)  105.123  (m)          344.89   (f) ADJUSTED    1 2
 FF0295
 FF0295.Superseded values are not recommended for survey control.
 FF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0295.See file dsdata.txt to determine how the superseded data were derived.
 FF0295
 FF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV685115(NAD 83)
 FF0295_MARKER: DD = SURVEY DISK
 FF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0295_STAMPING: 79-23-11
 FF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0295+STABILITY: SURFACE MOTION
 FF0295
 FF0295  HISTORY     - Date     Condition        Report By
 FF0295  HISTORY     - UNK      MONUMENTED       TNDG
 FF0295  HISTORY     - 1957     GOOD             CGS
 FF0295  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0295
 FF0295                          STATION DESCRIPTION
 FF0295
 FF0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0295'2.4 MI SW FROM LOCKE.
 FF0295'2.35 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0295'JETER SCHOOL AT LOCKE, 22 FEET NORTHEAST OF THE CENTER LINE OF
 FF0295'THE ROAD, 42 FEET EAST OF THE CENTER OF THE ROAD AND THE JUNCTION
 FF0295'OF A DRIVEWAY LEADING NORTHEAST TO SMITHS INDIAN LAKE, 24 FEET
 FF0295'WEST OF A LONE 48-INCH OAK TREE, 7 FEET EAST OF POWER LINE POLE
 FF0295'NO. 34688, 4 FEET SOUTHEAST OF A FENCE CORNER AND IN FENCE LINE,
 FF0295'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0295'CONCRETE POST FLUSH WITH THE GROUND.
 FF0295
 FF0295                          STATION RECOVERY (2002)
 FF0295
 FF0295'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0294 ***********************************************************************
 FF0294  DESIGNATION -  79 23 12
 FF0294  PID         -  FF0294
 FF0294  STATE/COUNTY-  TN/SHELBY
 FF0294  USGS QUAD   -  LOCKE (1970)
 FF0294
 FF0294                         *CURRENT SURVEY CONTROL
 FF0294  ___________________________________________________________________
 FF0294* NAD 83(1986)-  35 18 42.     (N)    090 02 54.     (W)     SCALED    
 FF0294* NAVD 88     -       103.975  (meters)     341.12   (feet)  ADJUSTED  
 FF0294  ___________________________________________________________________
 FF0294  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0294  DYNAMIC HT  -         103.882 (meters)     340.82  (feet)  COMP
 FF0294  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FF0294
 FF0294  VERT ORDER  -  FIRST     CLASS II
 FF0294
 FF0294.The horizontal coordinates were scaled from a topographic map and have
 FF0294.an estimated accuracy of +/- 6 seconds.
 FF0294
 FF0294.The orthometric height was determined by differential leveling
 FF0294.and adjusted by the National Geodetic Survey in June 1991..
 FF0294
 FF0294.The geoid height was determined by GEOID03.
 FF0294
 FF0294.The dynamic height is computed by dividing the NAVD 88
 FF0294.geopotential number by the normal gravity value computed on the
 FF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0294.degrees latitude (g = 980.6199 gals.).
 FF0294
 FF0294.The modeled gravity was interpolated from observed gravity values.
 FF0294
 FF0294;                    North         East    Units  Estimated Accuracy
 FF0294;SPC TN       -   116,160.      231,950.      MT  (+/- 180 meters Scaled)
 FF0294
 FF0294                          SUPERSEDED SURVEY CONTROL
 FF0294
 FF0294  NGVD 29 (??/??/??)  103.939  (m)          341.01   (f) ADJUSTED    1 2
 FF0294
 FF0294.Superseded values are not recommended for survey control.
 FF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0294.See file dsdata.txt to determine how the superseded data were derived.
 FF0294
 FF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV683116(NAD 83)
 FF0294_MARKER: DD = SURVEY DISK
 FF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0294_STAMPING: 79-23-12
 FF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0294+STABILITY: SURFACE MOTION
 FF0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0294+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0294
 FF0294  HISTORY     - Date     Condition        Report By
 FF0294  HISTORY     - UNK      MONUMENTED       TNDG
 FF0294  HISTORY     - 1957     GOOD             CGS
 FF0294  HISTORY     - 20021021 GOOD             USACE
 FF0294
 FF0294                          STATION DESCRIPTION
 FF0294
 FF0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0294'2.1 MI SW FROM LOCKE.
 FF0294'2.1 MILES SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E.E. JETER
 FF0294'SCHOOL AT LOCKE, 0.6 MILE SOUTHWEST OF THE JUNCTION OF THE
 FF0294'GRASSY LAKE ROAD LEADING WEST, AT THE OUTSIDE OF A CURVE, 25 FEET
 FF0294'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 69 FEET
 FF0294'SOUTHEAST OF A LONE 28 INCH ELM TREE, 56 FEET SOUTH-SOUTHWEST
 FF0294'AND ACROSS THE ROAD FROM POWER LINE POLE NO. 41390, 1 1/2 FEET
 FF0294'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 FF0294'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0294'PROJECTING 4 INCHES.
 FF0294
 FF0294                          STATION RECOVERY (2002)
 FF0294
 FF0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0293 ***********************************************************************
 FF0293  DESIGNATION -  79 23 13
 FF0293  PID         -  FF0293
 FF0293  STATE/COUNTY-  TN/SHELBY
 FF0293  USGS QUAD   -  LOCKE (1970)
 FF0293
 FF0293                         *CURRENT SURVEY CONTROL
 FF0293  ___________________________________________________________________
 FF0293* NAD 83(1986)-  35 19 22.     (N)    090 02 43.     (W)     SCALED    
 FF0293* NAVD 88     -       104.422  (meters)     342.59   (feet)  ADJUSTED  
 FF0293  ___________________________________________________________________
 FF0293  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0293  DYNAMIC HT  -         104.329 (meters)     342.29  (feet)  COMP
 FF0293  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0293
 FF0293  VERT ORDER  -  FIRST     CLASS II
 FF0293
 FF0293.The horizontal coordinates were scaled from a topographic map and have
 FF0293.an estimated accuracy of +/- 6 seconds.
 FF0293
 FF0293.The orthometric height was determined by differential leveling
 FF0293.and adjusted by the National Geodetic Survey in June 1991..
 FF0293
 FF0293.The geoid height was determined by GEOID03.
 FF0293
 FF0293.The dynamic height is computed by dividing the NAVD 88
 FF0293.geopotential number by the normal gravity value computed on the
 FF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0293.degrees latitude (g = 980.6199 gals.).
 FF0293
 FF0293.The modeled gravity was interpolated from observed gravity values.
 FF0293
 FF0293;                    North         East    Units  Estimated Accuracy
 FF0293;SPC TN       -   117,380.      232,280.      MT  (+/- 180 meters Scaled)
 FF0293
 FF0293                          SUPERSEDED SURVEY CONTROL
 FF0293
 FF0293  NGVD 29 (??/??/??)  104.387  (m)          342.48   (f) ADJUSTED    1 2
 FF0293
 FF0293.Superseded values are not recommended for survey control.
 FF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0293.See file dsdata.txt to determine how the superseded data were derived.
 FF0293
 FF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV686128(NAD 83)
 FF0293_MARKER: DD = SURVEY DISK
 FF0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0293_STAMPING: 79-23-13
 FF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0293+STABILITY: SURFACE MOTION
 FF0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0293+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0293
 FF0293  HISTORY     - Date     Condition        Report By
 FF0293  HISTORY     - UNK      MONUMENTED       TNDG
 FF0293  HISTORY     - 1957     GOOD             CGS
 FF0293  HISTORY     - 20021021 GOOD             USACE
 FF0293
 FF0293                          STATION DESCRIPTION
 FF0293
 FF0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0293'1.2 MI SW FROM LOCKE.
 FF0293'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0293'SCHOOL AT LOCKE, AT PLEASANT VIEW (FORMERLY GILES TOWN), 25 FEET
 FF0293'SOUTH OF THE CENTER LINE OF THE BENJESTOWN ROAD, 238 FEET
 FF0293'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE BENJESTOWN
 FF0293'ROAD AND A GRAVEL ROAD (FOREST ROAD), LEADING NORTHWEST, 85
 FF0293'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE
 FF0293'(HOUSE NO. 7206), 53 FEET NORTH OF A 24 INCH PECAN TREE, ABOUT
 FF0293'7 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0293'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS ABOUT
 FF0293'74 YARDS WEST OF C AND GS BENCH MARK NO. F-91.
 FF0293
 FF0293                          STATION RECOVERY (2002)
 FF0293
 FF0293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0292 ***********************************************************************
 FF0292  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0292  DESIGNATION -  79 23 14
 FF0292  PID         -  FF0292
 FF0292  STATE/COUNTY-  TN/SHELBY
 FF0292  USGS QUAD   -  LOCKE (1970)
 FF0292
 FF0292                         *CURRENT SURVEY CONTROL
 FF0292  ___________________________________________________________________
 FF0292* NAD 83(1995)-  35 19 27.79843(N)    090 02 34.70329(W)     ADJUSTED  
 FF0292* NAVD 88     -       104.47   (meters)     342.7    (feet)  GPS OBS   
 FF0292  ___________________________________________________________________
 FF0292  X           -      -3,907.441 (meters)                     COMP
 FF0292  Y           -  -5,209,762.613 (meters)                     COMP
 FF0292  Z           -   3,667,333.206 (meters)                     COMP
 FF0292  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF0292  ELLIP HEIGHT-          77.11  (meters)          (05/31/05) GPS OBS
 FF0292  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0292  DYNAMIC HT  -         104.38  (meters)     342.5   (feet)  COMP
 FF0292  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FF0292
 FF0292  HORZ ORDER  -  FIRST
 FF0292  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF0292  ELLP ORDER  -  FOURTH    CLASS II
 FF0292
 FF0292.The horizontal coordinates were established by GPS observations
 FF0292.and adjusted by the National Geodetic Survey in May 2005..
 FF0292
 FF0292.The orthometric height was determined by GPS observations and a
 FF0292.high-resolution geoid model using precise GPS observation and
 FF0292.processing techniques. It supersedes the leveled height previously
 FF0292.determined for this station.
 FF0292.The vertical order pertains to the first NAVD 88 superseded value.
 FF0292
 FF0292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0292
 FF0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0292
 FF0292.The ellipsoidal height was determined by GPS observations
 FF0292.and is referenced to NAD 83.
 FF0292
 FF0292.The geoid height was determined by GEOID03.
 FF0292
 FF0292.The dynamic height is computed by dividing the NAVD 88
 FF0292.geopotential number by the normal gravity value computed on the
 FF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0292.degrees latitude (g = 980.6199 gals.).
 FF0292
 FF0292.The modeled gravity was interpolated from observed gravity values.
 FF0292
 FF0292;                    North         East     Units Scale Factor Converg.
 FF0292;SPC TN       -   117,549.550   232,495.921   MT  0.99998771   -2 22 00.9
 FF0292;SPC TN       -   385,660.48    762,780.37   sFT  0.99998771   -2 22 00.9
 FF0292;UTM  15      - 3,913,030.274   768,804.236   MT  1.00049056   +1 42 38.9
 FF0292;UTM  16      - 3,913,267.097   223,380.525   MT  1.00054310   -1 45 38.1
 FF0292
 FF0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0292!SPC TN       -   0.99998790  x   0.99998771  =   0.99997561
 FF0292!UTM  15      -   0.99998790  x   1.00049056  =   1.00047845
 FF0292!UTM  16      -   0.99998790  x   1.00054310  =   1.00053099
 FF0292
 FF0292                          SUPERSEDED SURVEY CONTROL
 FF0292
 FF0292  NAVD 88 (06/15/91)  104.431  (m)          342.62   (f) ADJUSTED    1 2
 FF0292  NGVD 29 (??/??/??)  104.395  (m)          342.50   (f) ADJUSTED    1 2
 FF0292
 FF0292.Superseded values are not recommended for survey control.
 FF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0292.See file dsdata.txt to determine how the superseded data were derived.
 FF0292
 FF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6880413030(NAD 83)
 FF0292_MARKER: DD = SURVEY DISK
 FF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0292_STAMPING: 79-23-14
 FF0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0292+STABILITY: SURFACE MOTION
 FF0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0292+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FF0292
 FF0292  HISTORY     - Date     Condition        Report By
 FF0292  HISTORY     - UNK      MONUMENTED       TNDG
 FF0292  HISTORY     - 1957     GOOD             CGS
 FF0292  HISTORY     - 20021021 GOOD             USACE
 FF0292  HISTORY     - 20030703 GOOD             EMCINC
 FF0292
 FF0292                          STATION DESCRIPTION
 FF0292
 FF0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0292'1 MI SW FROM LOCKE.
 FF0292'1.0 MILE SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E.E. JETER
 FF0292'SCHOOL AT LOCKE, NEAR THE JUNCTION OF CHASER ROAD, 20 FEET EAST
 FF0292'OF THE CENTER LINE OF BENJESTOWN ROAD, 118 FEET NORTH-NORTHEAST
 FF0292'OF CHASER ROAD, 69 FEET WEST-SOUTHWEST OF A WHITE FRAME HOUSE
 FF0292'(HOUSE NO. 7274) AT THE SOUTH END OF A LAWN HEDGE, 1/2 FOOT
 FF0292'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FF0292'POST PROJECTING 2 INCHES.
 FF0292
 FF0292                          STATION RECOVERY (2002)
 FF0292
 FF0292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0292'MARK IS NOW 6 INCHES UNDERGROUND.
 FF0292
 FF0292                          STATION RECOVERY (2003)
 FF0292
 FF0292'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0292'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0302 ***********************************************************************
 FF0302  DESIGNATION -  79 23 2
 FF0302  PID         -  FF0302
 FF0302  STATE/COUNTY-  TN/SHELBY
 FF0302  USGS QUAD   -  LOCKE (1970)
 FF0302
 FF0302                         *CURRENT SURVEY CONTROL
 FF0302  ___________________________________________________________________
 FF0302* NAD 83(1986)-  35 15 38.     (N)    090 03 16.     (W)     SCALED    
 FF0302* NAVD 88     -        88.084  (meters)     288.99   (feet)  ADJUSTED  
 FF0302  ___________________________________________________________________
 FF0302  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0302  DYNAMIC HT  -          88.006 (meters)     288.73  (feet)  COMP
 FF0302  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FF0302
 FF0302  VERT ORDER  -  FIRST     CLASS II
 FF0302
 FF0302.The horizontal coordinates were scaled from a topographic map and have
 FF0302.an estimated accuracy of +/- 6 seconds.
 FF0302
 FF0302.The orthometric height was determined by differential leveling
 FF0302.and adjusted by the National Geodetic Survey in June 1991..
 FF0302
 FF0302.The geoid height was determined by GEOID03.
 FF0302
 FF0302.The dynamic height is computed by dividing the NAVD 88
 FF0302.geopotential number by the normal gravity value computed on the
 FF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0302.degrees latitude (g = 980.6199 gals.).
 FF0302
 FF0302.The modeled gravity was interpolated from observed gravity values.
 FF0302
 FF0302;                    North         East    Units  Estimated Accuracy
 FF0302;SPC TN       -   110,520.      231,160.      MT  (+/- 180 meters Scaled)
 FF0302
 FF0302                          SUPERSEDED SURVEY CONTROL
 FF0302
 FF0302  NGVD 29 (??/??/??)   88.048  (m)          288.87   (f) ADJUSTED    1 2
 FF0302
 FF0302.Superseded values are not recommended for survey control.
 FF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0302.See file dsdata.txt to determine how the superseded data were derived.
 FF0302
 FF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV679059(NAD 83)
 FF0302_MARKER: DD = SURVEY DISK
 FF0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0302_STAMPING: 79-23-2
 FF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0302+STABILITY: SURFACE MOTION
 FF0302
 FF0302  HISTORY     - Date     Condition        Report By
 FF0302  HISTORY     - UNK      MONUMENTED       TNDG
 FF0302  HISTORY     - 1957     GOOD             CGS
 FF0302  HISTORY     - 19970911 MARK NOT FOUND   TN1620
 FF0302
 FF0302                          STATION DESCRIPTION
 FF0302
 FF0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0302'6.7 MI SW FROM LOCKE.
 FF0302'ABOUT 6.7 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE
 FF0302'E.E. JETER SCHOOL AT LOCKE, 0.6 MILE SOUTH OF THE JUNCTION OF
 FF0302'RAMSEY ROAD LEADING NORTHWEST, AT THE OUTSIDE OF A CURVE, 40
 FF0302'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 70 FEET
 FF0302'SOUTHWEST OF THE CENTER OF THE JUNCTION OF ROAD AND DIM FARM
 FF0302'ROAD LEADING WEST, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 FF0302'WEST, 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN UNPAINTED
 FF0302'FRAME FARM HOUSE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 FF0302'4 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0302'CONCRETE POST PROJECTING 1 INCH.
 FF0302
 FF0302                          STATION RECOVERY (1997)
 FF0302
 FF0302'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0301 ***********************************************************************
 FF0301  DESIGNATION -  79 23 4
 FF0301  PID         -  FF0301
 FF0301  STATE/COUNTY-  TN/SHELBY
 FF0301  USGS QUAD   -  LOCKE (1970)
 FF0301
 FF0301                         *CURRENT SURVEY CONTROL
 FF0301  ___________________________________________________________________
 FF0301* NAD 83(1986)-  35 16 08.     (N)    090 02 49.     (W)     SCALED    
 FF0301* NAVD 88     -        87.810  (meters)     288.09   (feet)  ADJUSTED  
 FF0301  ___________________________________________________________________
 FF0301  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0301  DYNAMIC HT  -          87.732 (meters)     287.83  (feet)  COMP
 FF0301  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FF0301
 FF0301  VERT ORDER  -  FIRST     CLASS II
 FF0301
 FF0301.The horizontal coordinates were scaled from a topographic map and have
 FF0301.an estimated accuracy of +/- 6 seconds.
 FF0301
 FF0301.The orthometric height was determined by differential leveling
 FF0301.and adjusted by the National Geodetic Survey in June 1991..
 FF0301
 FF0301.The geoid height was determined by GEOID03.
 FF0301
 FF0301.The dynamic height is computed by dividing the NAVD 88
 FF0301.geopotential number by the normal gravity value computed on the
 FF0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0301.degrees latitude (g = 980.6199 gals.).
 FF0301
 FF0301.The modeled gravity was interpolated from observed gravity values.
 FF0301
 FF0301;                    North         East    Units  Estimated Accuracy
 FF0301;SPC TN       -   111,410.      231,880.      MT  (+/- 180 meters Scaled)
 FF0301
 FF0301                          SUPERSEDED SURVEY CONTROL
 FF0301
 FF0301  NGVD 29 (??/??/??)   87.774  (m)          287.97   (f) ADJUSTED    1 2
 FF0301
 FF0301.Superseded values are not recommended for survey control.
 FF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0301.See file dsdata.txt to determine how the superseded data were derived.
 FF0301
 FF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV686068(NAD 83)
 FF0301_MARKER: DD = SURVEY DISK
 FF0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0301_STAMPING: 79-23-4
 FF0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0301+STABILITY: SURFACE MOTION
 FF0301
 FF0301  HISTORY     - Date     Condition        Report By
 FF0301  HISTORY     - UNK      MONUMENTED       TNDG
 FF0301  HISTORY     - 1957     GOOD             CGS
 FF0301  HISTORY     - 19970912 MARK NOT FOUND   TN1620
 FF0301
 FF0301                          STATION DESCRIPTION
 FF0301
 FF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0301'5.9 MI SW FROM LOCKE.
 FF0301'5.9 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0301'JETER SCHOOL AT LOCKE, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF
 FF0301'THE RAMSEY ROAD LEADING NORTHWEST, 0.1 MILE NORTH OF THE
 FF0301'BENJESTOWN SCHOOL FOR COLORED, 78 FEET WEST OF THE CENTER LINE
 FF0301'OF THE ROAD, 66 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FF0301'LODGE HALL FOR THE COLORED, 20 FEET NORTH OF THE NORTHEAST
 FF0301'CORNER OF A HOUSE COVERED WITH RED TAR PAPER AND ON TOP OF A
 FF0301'CUT, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 10 FEET
 FF0301'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FF0301'POST PROJECTING 1 INCH ABOVE THE GROUND.
 FF0301
 FF0301                          STATION RECOVERY (1997)
 FF0301
 FF0301'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0300 ***********************************************************************
 FF0300  DESIGNATION -  79 23 5
 FF0300  PID         -  FF0300
 FF0300  STATE/COUNTY-  TN/SHELBY
 FF0300  USGS QUAD   -  LOCKE (1970)
 FF0300
 FF0300                         *CURRENT SURVEY CONTROL
 FF0300  ___________________________________________________________________
 FF0300* NAD 83(1986)-  35 16 15.     (N)    090 02 41.     (W)     SCALED    
 FF0300* NAVD 88     -        91.082  (meters)     298.82   (feet)  ADJUSTED  
 FF0300  ___________________________________________________________________
 FF0300  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0300  DYNAMIC HT  -          91.000 (meters)     298.56  (feet)  COMP
 FF0300  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FF0300
 FF0300  VERT ORDER  -  FIRST     CLASS II
 FF0300
 FF0300.The horizontal coordinates were scaled from a topographic map and have
 FF0300.an estimated accuracy of +/- 6 seconds.
 FF0300
 FF0300.The orthometric height was determined by differential leveling
 FF0300.and adjusted by the National Geodetic Survey in June 1991..
 FF0300
 FF0300.The geoid height was determined by GEOID03.
 FF0300
 FF0300.The dynamic height is computed by dividing the NAVD 88
 FF0300.geopotential number by the normal gravity value computed on the
 FF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0300.degrees latitude (g = 980.6199 gals.).
 FF0300
 FF0300.The modeled gravity was interpolated from observed gravity values.
 FF0300
 FF0300;                    North         East    Units  Estimated Accuracy
 FF0300;SPC TN       -   111,620.      232,090.      MT  (+/- 180 meters Scaled)
 FF0300
 FF0300                          SUPERSEDED SURVEY CONTROL
 FF0300
 FF0300  NGVD 29 (??/??/??)   91.046  (m)          298.71   (f) ADJUSTED    1 2
 FF0300
 FF0300.Superseded values are not recommended for survey control.
 FF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0300.See file dsdata.txt to determine how the superseded data were derived.
 FF0300
 FF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV688070(NAD 83)
 FF0300_MARKER: DD = SURVEY DISK
 FF0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0300_STAMPING: 79-23-5
 FF0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0300+STABILITY: SURFACE MOTION
 FF0300
 FF0300  HISTORY     - Date     Condition        Report By
 FF0300  HISTORY     - UNK      MONUMENTED       TNDG
 FF0300  HISTORY     - 1957     GOOD             CGS
 FF0300  HISTORY     - 19970912 POOR             TN1620
 FF0300
 FF0300                          STATION DESCRIPTION
 FF0300
 FF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0300'5.7 MI SW FROM LOCKE.
 FF0300'5.7 MILES SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E.E. JETER
 FF0300'SCHOOL AT LOCKE, 0.3 MILE SOUTH OF THE JUNCTION OF CIRCLE
 FF0300'ROAD, 22 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 32
 FF0300'FEET EAST-NORTHEAST OF A 14-INCH FORKED WALNUT TREE, 33 FEET
 FF0300'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF AN OLD ABANDONED CHURCH
 FF0300'BUILDING, 17 FEET WEST-SOUTHWEST OF A LONE 12-INCH MULBERRY TREE,
 FF0300'1 1/2 FEET EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, 3
 FF0300'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FF0300'POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FF0300
 FF0300                          STATION RECOVERY (1997)
 FF0300
 FF0300'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0300'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0297 ***********************************************************************
 FF0297  DESIGNATION -  79 23 7
 FF0297  PID         -  FF0297
 FF0297  STATE/COUNTY-  TN/SHELBY
 FF0297  USGS QUAD   -  LOCKE (1970)
 FF0297
 FF0297                         *CURRENT SURVEY CONTROL
 FF0297  ___________________________________________________________________
 FF0297* NAD 83(1986)-  35 17 15.     (N)    090 02 23.     (W)     SCALED    
 FF0297* NAVD 88     -        98.385  (meters)     322.78   (feet)  ADJUSTED  
 FF0297  ___________________________________________________________________
 FF0297  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0297  DYNAMIC HT  -          98.298 (meters)     322.50  (feet)  COMP
 FF0297  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FF0297
 FF0297  VERT ORDER  -  FIRST     CLASS II
 FF0297
 FF0297.The horizontal coordinates were scaled from a topographic map and have
 FF0297.an estimated accuracy of +/- 6 seconds.
 FF0297
 FF0297.The orthometric height was determined by differential leveling
 FF0297.and adjusted by the National Geodetic Survey in June 1991..
 FF0297
 FF0297.The geoid height was determined by GEOID03.
 FF0297
 FF0297.The dynamic height is computed by dividing the NAVD 88
 FF0297.geopotential number by the normal gravity value computed on the
 FF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0297.degrees latitude (g = 980.6199 gals.).
 FF0297
 FF0297.The modeled gravity was interpolated from observed gravity values.
 FF0297
 FF0297;                    North         East    Units  Estimated Accuracy
 FF0297;SPC TN       -   113,450.      232,620.      MT  (+/- 180 meters Scaled)
 FF0297
 FF0297                          SUPERSEDED SURVEY CONTROL
 FF0297
 FF0297  NGVD 29 (??/??/??)   98.349  (m)          322.67   (f) ADJUSTED    1 2
 FF0297
 FF0297.Superseded values are not recommended for survey control.
 FF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0297.See file dsdata.txt to determine how the superseded data were derived.
 FF0297
 FF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692089(NAD 83)
 FF0297_MARKER: DD = SURVEY DISK
 FF0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0297_STAMPING: 79-23-7
 FF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0297+STABILITY: SURFACE MOTION
 FF0297
 FF0297  HISTORY     - Date     Condition        Report By
 FF0297  HISTORY     - UNK      MONUMENTED       TNDG
 FF0297  HISTORY     - 1957     GOOD             CGS
 FF0297  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0297
 FF0297                          STATION DESCRIPTION
 FF0297
 FF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0297'4.4 MI SW FROM LOCKE.
 FF0297'4.35 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0297'JETER SCHOOL AT LOCKE, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF
 FF0297'FITE ROAD AND THE MT. VERNON METHODIST CHURCH, AT THE OUTSIDE
 FF0297'OF A CURVE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 39
 FF0297'FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM POWER LINE POLE NO.
 FF0297'30113, 56 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 37 FEET
 FF0297'NORTHWEST OF THE NORTHWEST CORNER OF A TAR PAPER COVERED FRAME
 FF0297'HOUSE, 15 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE ROAD
 FF0297'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FF0297'THE GROUND.
 FF0297
 FF0297                          STATION RECOVERY (2002)
 FF0297
 FF0297'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0462 ***********************************************************************
 FF0462  DESIGNATION -  79 26 1
 FF0462  PID         -  FF0462
 FF0462  STATE/COUNTY-  TN/SHELBY
 FF0462  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0462
 FF0462                         *CURRENT SURVEY CONTROL
 FF0462  ___________________________________________________________________
 FF0462* NAD 83(1986)-  35 05 10.     (N)    090 03 30.     (W)     SCALED    
 FF0462* NAVD 88     -        79.684  (meters)     261.43   (feet)  ADJUSTED  
 FF0462  ___________________________________________________________________
 FF0462  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0462  DYNAMIC HT  -          79.611 (meters)     261.19  (feet)  COMP
 FF0462  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FF0462
 FF0462  VERT ORDER  -  FIRST     CLASS I
 FF0462
 FF0462.The horizontal coordinates were scaled from a topographic map and have
 FF0462.an estimated accuracy of +/- 6 seconds.
 FF0462
 FF0462.The orthometric height was determined by differential leveling
 FF0462.and adjusted by the National Geodetic Survey in July 1994..
 FF0462
 FF0462.The geoid height was determined by GEOID03.
 FF0462
 FF0462.The dynamic height is computed by dividing the NAVD 88
 FF0462.geopotential number by the normal gravity value computed on the
 FF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0462.degrees latitude (g = 980.6199 gals.).
 FF0462
 FF0462.The modeled gravity was interpolated from observed gravity values.
 FF0462
 FF0462;                    North         East    Units  Estimated Accuracy
 FF0462;SPC TN       -    91,190.      230,010.      MT  (+/- 180 meters Scaled)
 FF0462
 FF0462                          SUPERSEDED SURVEY CONTROL
 FF0462
 FF0462  NAVD 88 (06/15/91)   79.681  (m)          261.42   (f) UNKNOWN     1 1
 FF0462  NGVD 29 (??/??/??)   79.656  (m)          261.34   (f) ADJUSTED    1 1
 FF0462
 FF0462.Superseded values are not recommended for survey control.
 FF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0462.See file dsdata.txt to determine how the superseded data were derived.
 FF0462
 FF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU681865(NAD 83)
 FF0462_MARKER: DD = SURVEY DISK
 FF0462_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FF0462_SP_SET: PREFAB CONC. POST IN EARTH
 FF0462_STAMPING: 79-26-1
 FF0462_MARK LOGO: TNDG  
 FF0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0462+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0462
 FF0462  HISTORY     - Date     Condition        Report By
 FF0462  HISTORY     - UNK      MONUMENTED       TNDG
 FF0462  HISTORY     - 1974     GOOD             NGS
 FF0462  HISTORY     - 1976     GOOD             NGS
 FF0462  HISTORY     - 19911112 GOOD             NGS
 FF0462  HISTORY     - 19950310 GOOD             TN1620
 FF0462  HISTORY     - 20021028 GOOD             USACE
 FF0462
 FF0462                          STATION DESCRIPTION
 FF0462
 FF0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0462'AT MEMPHIS.
 FF0462'ABOUT 0.8 MILE EAST ALONG MALLORY AVENUE FROM THE CROSSING OF
 FF0462'ILLINOIS CENTRAL RAILROAD AT MEMPHIS, 0.3 MILE EAST OF THE
 FF0462'INTERSECTION OF FLORIDA STREET, 0.05 MILE OR 1 BLOCK WEST OF THE
 FF0462'INTERSECTION OF SOUTH THIRD STREET (U.S. HIGHWAY 61), AT THE
 FF0462'INTERSECTION OF MALLORY AVENUE AND SOUTH MAIN STREET, 26 FEET
 FF0462'WEST OF THE CENTER LINE OF SOUTH MAIN STREET, 26.4 FEET SOUTH
 FF0462'OF THE CENTER LINE OF MALLORY AVENUE, 12.2 FEET WEST OF THE
 FF0462'CENTER OF A ROUND IRON WATER LINE MANHOLE COVER WHICH IS LOCATED
 FF0462'IN THE WEST PART OF THE SURFACE OF SOUTH MAIN STREET, 2.9 FEET
 FF0462'SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND IN THE TOP OF
 FF0462'A CONCRETE POST UNDERGROUND.
 FF0462
 FF0462                          STATION RECOVERY (1976)
 FF0462
 FF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0462'RECOVERED IN GOOD CONDITION.
 FF0462
 FF0462                          STATION RECOVERY (1991)
 FF0462
 FF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0462'IN MEMPHIS, AT THE INTERSECTION OF MAIN STREET AND MALLORY AVENUE, 8.4
 FF0462'M (27.6 FT) WEST OF THE STREET CENTER, 8.1 M (26.6 FT) SOUTH OF AND
 FF0462'LEVEL WITH THE AVENUE CENTERLINE, 3.7 M (12.1 FT) WEST OF THE CENTER
 FF0462'OF A METAL WATER METER COVER, 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE
 FF0462'OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FF0462'GROUND SURFACE.
 FF0462
 FF0462                          STATION RECOVERY (1995)
 FF0462
 FF0462'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0462'RECOVERED IN GOOD CONDITION.
 FF0462
 FF0462                          STATION RECOVERY (2002)
 FF0462
 FF0462'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0460 ***********************************************************************
 FF0460  DESIGNATION -  79 26 3
 FF0460  PID         -  FF0460
 FF0460  STATE/COUNTY-  TN/SHELBY
 FF0460  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0460
 FF0460                         *CURRENT SURVEY CONTROL
 FF0460  ___________________________________________________________________
 FF0460* NAD 83(1986)-  35 05 12.     (N)    090 04 20.     (W)     SCALED    
 FF0460* NAVD 88     -        71.573  (meters)     234.82   (feet)  ADJUSTED  
 FF0460  ___________________________________________________________________
 FF0460  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0460  DYNAMIC HT  -          71.508 (meters)     234.61  (feet)  COMP
 FF0460  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 FF0460
 FF0460  VERT ORDER  -  FIRST     CLASS II
 FF0460
 FF0460.The horizontal coordinates were scaled from a topographic map and have
 FF0460.an estimated accuracy of +/- 6 seconds.
 FF0460
 FF0460.The orthometric height was determined by differential leveling
 FF0460.and adjusted by the National Geodetic Survey in June 1991..
 FF0460
 FF0460.The geoid height was determined by GEOID03.
 FF0460
 FF0460.The dynamic height is computed by dividing the NAVD 88
 FF0460.geopotential number by the normal gravity value computed on the
 FF0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0460.degrees latitude (g = 980.6199 gals.).
 FF0460
 FF0460.The modeled gravity was interpolated from observed gravity values.
 FF0460
 FF0460;                    North         East    Units  Estimated Accuracy
 FF0460;SPC TN       -    91,310.      228,740.      MT  (+/- 180 meters Scaled)
 FF0460
 FF0460                          SUPERSEDED SURVEY CONTROL
 FF0460
 FF0460  NGVD 29 (??/??/??)   71.542  (m)          234.72   (f) ADJUSTED    1 2
 FF0460
 FF0460.Superseded values are not recommended for survey control.
 FF0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0460.See file dsdata.txt to determine how the superseded data were derived.
 FF0460
 FF0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU669865(NAD 83)
 FF0460_MARKER: DD = SURVEY DISK
 FF0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0460_STAMPING: 79/26/3
 FF0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0460+STABILITY: SURFACE MOTION
 FF0460
 FF0460  HISTORY     - Date     Condition        Report By
 FF0460  HISTORY     - UNK      MONUMENTED       TNDG
 FF0460  HISTORY     - 1956     GOOD             CGS
 FF0460  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF0460  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0460
 FF0460                          STATION DESCRIPTION
 FF0460
 FF0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0460'AT MEMPHIS.
 FF0460'AT MEMPHIS, 0.95 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL
 FF0460'RAILROAD FROM THE CROSSING OF FLORIDA STREET, AT THE CROSSING
 FF0460'OF MALLORY AVENUE LEADING EAST-WEST, 52 1/2 FEET SOUTHEAST OF
 FF0460'SOUTHEAST RAIL OF MAIN TRACK, 22 FEET SOUTH OF CENTER LINE OF
 FF0460'MALLORY AVENUE, 31 1/2 FEET EAST OR EAST RAIL OF A SPUR TRACK
 FF0460'LEADING SOUTH, 4.8 FEET SOUTH OF A POWER AND STREET LIGHT POLE,
 FF0460'38 FEET SOUTH-SOUTHEAST AND ACROSS MALLORY AVENUE FROM A CROSSING
 FF0460'WARNING SIGNAL, 1.2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FF0460'ABOUT 1/2 FOOT BELOW LEVEL OF MALLORY AVENUE AND SET IN THE
 FF0460'TOP OF A CONCRETE POST ABOUT 1 INCH BELOW SURFACE OF GROUND.
 FF0460
 FF0460                          STATION RECOVERY (1964)
 FF0460
 FF0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0460'MARK NOT FOUND.
 FF0460
 FF0460                          STATION RECOVERY (1976)
 FF0460
 FF0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2556 ***********************************************************************
 FE2556  DESIGNATION -  79 5 7
 FE2556  PID         -  FE2556
 FE2556  STATE/COUNTY-  TN/SHELBY
 FE2556  USGS QUAD   -  ELLENDALE (1993)
 FE2556
 FE2556                         *CURRENT SURVEY CONTROL
 FE2556  ___________________________________________________________________
 FE2556* NAD 83(1995)-  35 12 15.24650(N)    089 46 05.09257(W)     ADJUSTED  
 FE2556* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2556  ___________________________________________________________________
 FE2556  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE2556  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2556
 FE2556  HORZ ORDER  -  SECOND
 FE2556
 FE2556.The horizontal coordinates were established by classical geodetic methods
 FE2556.and adjusted by the National Geodetic Survey in April 1999..
 FE2556
 FE2556.The orthometric height was scaled from a topographic map.
 FE2556
 FE2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2556
 FE2556.The geoid height was determined by GEOID03.
 FE2556
 FE2556;                    North         East     Units Scale Factor Converg.
 FE2556;SPC TN       -   103,231.826   256,957.527   MT  1.00000839   -2 12 21.5
 FE2556;SPC TN       -   338,686.42    843,034.82   sFT  1.00000839   -2 12 21.5
 FE2556;UTM  16      - 3,899,203.200   248,004.087   MT  1.00038267   -1 35 47.8
 FE2556
 FE2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2556!SPC TN       -   0.99998515  x   1.00000839  =   0.99999354
 FE2556!UTM  16      -   0.99998515  x   1.00038267  =   1.00036781
 FE2556
 FE2556:                Primary Azimuth Mark                     Grid Az
 FE2556:SPC TN       -  BLACK                                    252 31 49.7
 FE2556:UTM  16      -  BLACK                                    251 55 16.0
 FE2556
 FE2556|---------------------------------------------------------------------|
 FE2556| PID    Reference Object                     Distance      Geod. Az  |
 FE2556|                                                           dddmmss.s |
 FE2556| FE1253 BLACK                               APPROX. 0.7 KM 2501928.2 |
 FE2556|---------------------------------------------------------------------|
 FE2556
 FE2556                          SUPERSEDED SURVEY CONTROL
 FE2556
 FE2556  NAD 83(1995)-  35 12 15.25237(N)    089 46 05.09258(W) AD(       ) 2
 FE2556  NAD 83(1995)-  35 12 15.25303(N)    089 46 05.09312(W) AD(       ) 2
 FE2556  NAD 83(1986)-  35 12 15.25786(N)    089 46 05.09304(W) AD(       ) 2
 FE2556  NAD 27      -  35 12 14.93900(N)    089 46 04.79100(W) AD(       ) 2
 FE2556
 FE2556.Superseded values are not recommended for survey control.
 FE2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2556.See file dsdata.txt to determine how the superseded data were derived.
 FE2556
 FE2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4800499203(NAD 83)
 FE2556_MARKER: DD = SURVEY DISK
 FE2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2556+STABILITY: SURFACE MOTION
 FE2556
 FE2556  HISTORY     - Date     Condition        Report By
 FE2556  HISTORY     - 1959     MONUMENTED       TNGS
 FE2556
 FE2556                          STATION DESCRIPTION
 FE2556
 FE2556'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959 (CAA)
 FE2556'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES NORTHEAST OF THE
 FE2556'NORTHEAST EDGE OF MEMPHIS AND ABOUT 3-1/2 MILES NORTH-NORTHEAST
 FE2556'OF CORDOVA, ALONG THE SOUTH SIDE OF US HIGHWAY 64.
 FE2556'
 FE2556'THE STATION IS A US COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 FE2556'STAMPED 79/5/7 SET IN TOP OF A 5-INCH SQUARE CONCRETE
 FE2556'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT IS 54
 FE2556'FEET SOUTHWEST OF THE INTERSECTION OF US HIGHWAY 64 AND
 FE2556'BRUNSWICK ROAD, 21 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 2 FEET
 FE2556'EAST OF A NORTH-SOUTH FENCE LINE.
 FE2556'
 FE2556'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 79, 70 AND 64,
 FE2556'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO EAST
 FE2556'ON US HIGHWAY 64 FOR 4.3 MILES TO AN INTERSECTION WITH BRUNSWICK ROAD
 FE2556'AND THE STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1407 ***********************************************************************
 FE1407  DESIGNATION -  79 8 4
 FE1407  PID         -  FE1407
 FE1407  STATE/COUNTY-  TN/SHELBY
 FE1407  USGS QUAD   -  MILLINGTON (1997)
 FE1407
 FE1407                         *CURRENT SURVEY CONTROL
 FE1407  ___________________________________________________________________
 FE1407* NAD 83(1995)-  35 17 27.39766(N)    089 57 48.86520(W)     ADJUSTED  
 FE1407* NAVD 88     -        97.986  (meters)     321.48   (feet)  ADJUSTED  
 FE1407  ___________________________________________________________________
 FE1407  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE1407  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1407  DYNAMIC HT  -          97.899 (meters)     321.19  (feet)  COMP
 FE1407  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1407
 FE1407  HORZ ORDER  -  SECOND
 FE1407  VERT ORDER  -  FIRST     CLASS I
 FE1407
 FE1407.The horizontal coordinates were established by classical geodetic methods
 FE1407.and adjusted by the National Geodetic Survey in April 1999..
 FE1407
 FE1407.The orthometric height was determined by differential leveling
 FE1407.and adjusted by the National Geodetic Survey in June 1991..
 FE1407
 FE1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1407
 FE1407.The geoid height was determined by GEOID03.
 FE1407
 FE1407.The dynamic height is computed by dividing the NAVD 88
 FE1407.geopotential number by the normal gravity value computed on the
 FE1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1407.degrees latitude (g = 980.6199 gals.).
 FE1407
 FE1407.The modeled gravity was interpolated from observed gravity values.
 FE1407
 FE1407;                    North         East     Units Scale Factor Converg.
 FE1407;SPC TN       -   113,546.842   239,559.071   MT  0.99999303   -2 19 13.6
 FE1407;SPC TN       -   372,528.26    785,953.39   sFT  0.99999303   -2 19 13.6
 FE1407;UTM  16      - 3,909,337.340   230,489.427   MT  1.00049525   -1 42 47.4
 FE1407;UTM  15      - 3,909,538.001   776,137.925   MT  1.00053983   +1 45 19.2
 FE1407
 FE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1407!SPC TN       -   0.99998890  x   0.99999303  =   0.99998193
 FE1407!UTM  16      -   0.99998890  x   1.00049525  =   1.00048415
 FE1407!UTM  15      -   0.99998890  x   1.00053983  =   1.00052873
 FE1407
 FE1407                          SUPERSEDED SURVEY CONTROL
 FE1407
 FE1407  NAD 83(1995)-  35 17 27.40476(N)    089 57 48.86563(W) AD(       ) 2
 FE1407  NAD 83(1995)-  35 17 27.40684(N)    089 57 48.86489(W) AD(       ) 2
 FE1407  NAD 83(1986)-  35 17 27.40868(N)    089 57 48.86643(W) AD(       ) 2
 FE1407  NAD 27      -  35 17 27.09360(N)    089 57 48.55090(W) AD(       ) 2
 FE1407  NGVD 29 (??/??/??)   97.939  (m)          321.32   (f) ADJUSTED    1 1
 FE1407
 FE1407.Superseded values are not recommended for survey control.
 FE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1407.See file dsdata.txt to determine how the superseded data were derived.
 FE1407
 FE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3048909337(NAD 83)
 FE1407_MARKER: DD = SURVEY DISK
 FE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1407_STAMPING: 79-8-74
 FE1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1407+STABILITY: SURFACE MOTION
 FE1407
 FE1407  HISTORY     - Date     Condition        Report By
 FE1407  HISTORY     - 1958     MONUMENTED       TNDG
 FE1407  HISTORY     - 1972     GOOD             NGS
 FE1407  HISTORY     - 1974     GOOD             NGS
 FE1407  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FE1407
 FE1407                          STATION DESCRIPTION
 FE1407
 FE1407'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958 (GWM)
 FE1407'THE STATION IS ABOUT 5 MILES SOUTHWEST OF MILLINGTON, ABOUT 1-1/2
 FE1407'MILES NORTH OF WOODSTOCK AND ALONG THE SOUTHEAST SIDE OF U.S.
 FE1407'HIGHWAY 51.  IT IS 43 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 FE1407'AND 3 FEET WEST OF A POWERLINE POLE.  IT IS A BRONZE DISK SET IN
 FE1407'THE TOP OF A PRECAST CONCRETE POST THAT IS FLUSH WITH THE GROUND. THE
 FE1407'DISK IS STAMPED 79 8 4.
 FE1407'
 FE1407'THE MEASURED DISTANCE TO TRIANGULATION STATION WOODSTOCK IS 38.50
 FE1407'FEET (11.735 METERS).
 FE1407
 FE1407                          STATION RECOVERY (1972)
 FE1407
 FE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1407'THIS MARK WAS RECOVERED AND FOUND IN APPARENT GOOD CONDITION. IT IS
 FE1407'ABOUT 5 MILES SOUTHWEST OF MILLINGTON AT THE WOODSTOCK 1957
 FE1407'TRIANGULATION STATION SITE AND IS ON THE PROPERTY OF MR. STANTON
 FE1407'ABERNATHY OF RALIEGH, TENN.  THE MEASURED DISTANCE TO STATION
 FE1407'WOODSTOCK 1957 WAS SHOWN IN THE 1958 DESCRIPTION AS 38.50 FEET
 FE1407'(11.735 METERS).  THE MEASURED DISTANCE TO WOODSTOCK 1957 AS
 FE1407'MEASURED THIS DATE WAS 38.42 FEET AND 11.711 METERS.
 FE1407'
 FE1407'THE MARK IS 82 FEET NORTHWEST OF A 40-INCH BLACK OAK TREE, 42 FEET
 FE1407'SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND TRAFFIC
 FE1407'LANES OF U.S. HIGHWAY 51, 3 FEET WEST-SOUTHWEST OF A POWERLINE
 FE1407'BREAKER SWITCH POLE NO 14180, AND IS AT THE EDGE OF A WOODED AND
 FE1407'BRUSH COVERED LOT.  IT IS A TENNESSEE DIV. OF GEOLOGY WPA STATION
 FE1407'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST ABOUT 2
 FE1407'INCHES BELOW THE SURROUNDING SURFACE AND THE DISK IS STAMPED 78 8 4.
 FE1407'NO NOTE.
 FE1407'
 FE1407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES SW.
 FE1407'OF MILLINGTON.
 FE1407
 FE1407                          STATION RECOVERY (1974)
 FE1407
 FE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1407'4.8 MI SW FROM MILLINGTON.
 FE1407'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1407'JUNCTION WITH NAVY ROAD AT MILLINGTON, ABOUT 130 YARDS NORTHEAST
 FE1407'OF THE JUNCTION WITH LUCY ROAD, SOUTHEAST OF AND ACROSS HIGHWAY
 FE1407'FROM A SMALL SHOPPING CENTER, 42 FEET SOUTHEAST OF THE CENTER
 FE1407'LINE OF THE SOUTHEAST LANE OF THE HIGHWAY, 89 FEET SOUTHWEST OF
 FE1407'WOODSTOCK RM 2, 68 FEET NORTHEAST OF WOODSTOCK RM 1, 38.5 FEET
 FE1407'NORTHWEST OF WOODSTOCK 1957 TRIANGULATION STATION, 3 FEET WEST
 FE1407'OF POWER POLE 14180, 3 FEET ABOVE HIGHWAY AND IN THE TOP OF A
 FE1407'CONCRETE POST FLUSH WITH THE GROUND.
 FE1407
 FE1407                          STATION RECOVERY (1992)
 FE1407
 FE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1407'A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION WITH THE TOP
 FE1407'BROKEN OFF.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0325 ***********************************************************************
 FF0325  DESIGNATION -  79 9 3
 FF0325  PID         -  FF0325
 FF0325  STATE/COUNTY-  TN/SHELBY
 FF0325  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0325
 FF0325                         *CURRENT SURVEY CONTROL
 FF0325  ___________________________________________________________________
 FF0325* NAD 83(1986)-  35 12 19.     (N)    090 01 59.     (W)     SCALED    
 FF0325* NAVD 88     -        82.275  (meters)     269.93   (feet)  ADJUSTED  
 FF0325  ___________________________________________________________________
 FF0325  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0325  DYNAMIC HT  -          82.202 (meters)     269.69  (feet)  COMP
 FF0325  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FF0325
 FF0325  VERT ORDER  -  FIRST     CLASS I
 FF0325
 FF0325.The horizontal coordinates were scaled from a topographic map and have
 FF0325.an estimated accuracy of +/- 6 seconds.
 FF0325
 FF0325.The orthometric height was determined by differential leveling
 FF0325.and adjusted by the National Geodetic Survey in June 1991..
 FF0325.WARNING-Repeat measurements at this control monument indicate possible
 FF0325.vertical movement.
 FF0325
 FF0325.The geoid height was determined by GEOID03.
 FF0325
 FF0325.The dynamic height is computed by dividing the NAVD 88
 FF0325.geopotential number by the normal gravity value computed on the
 FF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0325.degrees latitude (g = 980.6199 gals.).
 FF0325
 FF0325.The modeled gravity was interpolated from observed gravity values.
 FF0325
 FF0325;                    North         East    Units  Estimated Accuracy
 FF0325;SPC TN       -   104,310.      232,850.      MT  (+/- 180 meters Scaled)
 FF0325
 FF0325                          SUPERSEDED SURVEY CONTROL
 FF0325
 FF0325  NGVD 29 (??/??/??)   82.232  (m)          269.79   (f) ADJUSTED    1 1
 FF0325
 FF0325.Superseded values are not recommended for survey control.
 FF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0325.See file dsdata.txt to determine how the superseded data were derived.
 FF0325
 FF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU701998(NAD 83)
 FF0325_MARKER: DD = SURVEY DISK
 FF0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0325_SP_SET: SIDEWALK
 FF0325_STAMPING: 79-9-3
 FF0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0325
 FF0325  HISTORY     - Date     Condition        Report By
 FF0325  HISTORY     - UNK      MONUMENTED       TNDG
 FF0325  HISTORY     - 1974     GOOD             NGS
 FF0325  HISTORY     - 19941220 GOOD             TN1620
 FF0325  HISTORY     - 20021022 POOR             USACE
 FF0325
 FF0325                          STATION DESCRIPTION
 FF0325
 FF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0325'AT FRAYSER.
 FF0325'AT FRAYSER, ON TOP OF THE SOUTH END OF THE WEST CONCRETE SIDEWALK
 FF0325'OF U.S. HIGHWAY 51 OVERPASS OVER ILLINOIS CENTRAL RAILROAD, 22
 FF0325'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET NORTHEAST
 FF0325'OF THE SOUTH END OF THE WEST CONCRETE BANNISTER, 3 FEET NORTH
 FF0325'OF THE SOUTH END OF CONCRETE SIDEWALK, 1.8 FEET WEST OF THE WEST
 FF0325'CURB LINE OF HIGHWAY AND 1 FOOT ABOVE HIGHWAY.
 FF0325
 FF0325                          STATION RECOVERY (1994)
 FF0325
 FF0325'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0325'RECOVERED IN GOOD CONDITION.
 FF0325
 FF0325                          STATION RECOVERY (2002)
 FF0325
 FF0325'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0325'MARK DESTROYED. BRIDGE DECK REWORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0628 ***********************************************************************
 GB0628  DESIGNATION -  79 A 4
 GB0628  PID         -  GB0628
 GB0628  STATE/COUNTY-  TN/ANDERSON
 GB0628  USGS QUAD   -  NORRIS (1990)
 GB0628
 GB0628                         *CURRENT SURVEY CONTROL
 GB0628  ___________________________________________________________________
 GB0628* NAD 83(1986)-  36 13 29.     (N)    084 00 10.     (W)     SCALED    
 GB0628* NAVD 88     -       313.993  (meters)    1030.16   (feet)  ADJUSTED  
 GB0628  ___________________________________________________________________
 GB0628  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0628  DYNAMIC HT  -         313.709 (meters)    1029.23  (feet)  COMP
 GB0628  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0628
 GB0628  VERT ORDER  -  SECOND    CLASS 0
 GB0628
 GB0628.The horizontal coordinates were scaled from a topographic map and have
 GB0628.an estimated accuracy of +/- 6 seconds.
 GB0628
 GB0628.The orthometric height was determined by differential leveling
 GB0628.and adjusted by the National Geodetic Survey in June 1991..
 GB0628
 GB0628.The geoid height was determined by GEOID03.
 GB0628
 GB0628.The dynamic height is computed by dividing the NAVD 88
 GB0628.geopotential number by the normal gravity value computed on the
 GB0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0628.degrees latitude (g = 980.6199 gals.).
 GB0628
 GB0628.The modeled gravity was interpolated from observed gravity values.
 GB0628
 GB0628;                    North         East    Units  Estimated Accuracy
 GB0628;SPC TN       -   211,680.      779,550.      MT  (+/- 180 meters Scaled)
 GB0628
 GB0628                          SUPERSEDED SURVEY CONTROL
 GB0628
 GB0628  NGVD 29 (??/??/92)  314.115  (m)         1030.56   (f) ADJ UNCH    2 0
 GB0628
 GB0628.Superseded values are not recommended for survey control.
 GB0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0628.See file dsdata.txt to determine how the superseded data were derived.
 GB0628
 GB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF694130(NAD 83)
 GB0628_MARKER: N = NAIL
 GB0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0628_SP_SET: TREE ROOT
 GB0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0628
 GB0628  HISTORY     - Date     Condition        Report By
 GB0628  HISTORY     - UNK      MONUMENTED       RBNF
 GB0628  HISTORY     - 1936     GOOD             NGS
 GB0628
 GB0628                          STATION DESCRIPTION
 GB0628
 GB0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0628'2.5 MI NE FROM ANDERSONVILLE.
 GB0628'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0628'AT ANDERSONVILLE, ANDERSON COUNTY, 0.6 MILE SOUTHWEST OF THE EAST
 GB0628'END OF A LARGE EARTH DIKE, OPPOSITE A CEMETERY, AT THE JUNCTION
 GB0628'OF A T-ROAD LEADING SOUTHEAST, AT THE EDGE OF THE RIGHT-OF-WAY,
 GB0628'15 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET NORTHWEST
 GB0628'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE OF THE ROOT
 GB0628'OF A 36-INCH OAK TREE PAINTED 79 A 4.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0629 ***********************************************************************
 GB0629  DESIGNATION -  79 A 5
 GB0629  PID         -  GB0629
 GB0629  STATE/COUNTY-  TN/ANDERSON
 GB0629  USGS QUAD   -  NORRIS (1990)
 GB0629
 GB0629                         *CURRENT SURVEY CONTROL
 GB0629  ___________________________________________________________________
 GB0629* NAD 83(1986)-  36 13 14.     (N)    084 00 31.     (W)     SCALED    
 GB0629* NAVD 88     -       311.73   (+/-2cm)    1022.7    (feet)  VERTCON   
 GB0629  ___________________________________________________________________
 GB0629  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0629
 GB0629  VERT ORDER  -  ? (See Below)
 GB0629
 GB0629.The horizontal coordinates were scaled from a topographic map and have
 GB0629.an estimated accuracy of +/- 6 seconds.
 GB0629
 GB0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0629.The vertical order pertains to the NGVD 29 superseded value.
 GB0629
 GB0629.The geoid height was determined by GEOID03.
 GB0629
 GB0629;                    North         East    Units  Estimated Accuracy
 GB0629;SPC TN       -   211,210.      779,030.      MT  (+/- 180 meters Scaled)
 GB0629
 GB0629                          SUPERSEDED SURVEY CONTROL
 GB0629
 GB0629  NGVD 29 (??/??/92)  311.853  (m)         1023.14   (f) ADJ UNCH    ?  
 GB0629
 GB0629.Superseded values are not recommended for survey control.
 GB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0629.See file dsdata.txt to determine how the superseded data were derived.
 GB0629
 GB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688125(NAD 83)
 GB0629_MARKER: Z = SEE DESCRIPTION
 GB0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0629_SP_SET: TREE BASE
 GB0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0629
 GB0629  HISTORY     - Date     Condition        Report By
 GB0629  HISTORY     - UNK      MONUMENTED       RBNF
 GB0629  HISTORY     - 1936     GOOD             NGS
 GB0629
 GB0629                          STATION DESCRIPTION
 GB0629
 GB0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0629'2.1 MI NE FROM ANDERSONVILLE.
 GB0629'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0629'AT ANDERSONVILLE, ANDERSON COUNTY, 1.0 MILE WEST OF THE EAST
 GB0629'END OF A LARGE EARTH DIKE, AT THE NORTH EDGE OF THE
 GB0629'RIGHT-OF-WAY, AND IN THE BASE OF A 36-INCH TREE PAINTED 79 A 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0067 ***********************************************************************
 FC0067  DESIGNATION -  799 MC
 FC0067  PID         -  FC0067
 FC0067  STATE/COUNTY-  TN/LOUDON
 FC0067  USGS QUAD   -  LENOIR CITY (1986)
 FC0067
 FC0067                         *CURRENT SURVEY CONTROL
 FC0067  ___________________________________________________________________
 FC0067* NAD 83(1986)-  35 47 26.     (N)    084 15 56.     (W)     SCALED    
 FC0067* NAVD 88     -       243.179  (meters)     797.83   (feet)  ADJUSTED  
 FC0067  ___________________________________________________________________
 FC0067  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0067  DYNAMIC HT  -         242.947 (meters)     797.07  (feet)  COMP
 FC0067  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FC0067
 FC0067  VERT ORDER  -  FIRST     CLASS I
 FC0067
 FC0067.The horizontal coordinates were scaled from a topographic map and have
 FC0067.an estimated accuracy of +/- 6 seconds.
 FC0067
 FC0067.The orthometric height was determined by differential leveling
 FC0067.and adjusted by the National Geodetic Survey in June 1991..
 FC0067
 FC0067.The geoid height was determined by GEOID03.
 FC0067
 FC0067.The dynamic height is computed by dividing the NAVD 88
 FC0067.geopotential number by the normal gravity value computed on the
 FC0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0067.degrees latitude (g = 980.6199 gals.).
 FC0067
 FC0067.The modeled gravity was interpolated from observed gravity values.
 FC0067
 FC0067;                    North         East    Units  Estimated Accuracy
 FC0067;SPC TN       -   163,070.      756,780.      MT  (+/- 180 meters Scaled)
 FC0067
 FC0067                          SUPERSEDED SURVEY CONTROL
 FC0067
 FC0067  NGVD 29 (??/??/92)  243.292  (m)          798.20   (f) ADJ UNCH    1 1
 FC0067
 FC0067.Superseded values are not recommended for survey control.
 FC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0067.See file dsdata.txt to determine how the superseded data were derived.
 FC0067
 FC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE471641(NAD 83)
 FC0067_MARKER: DD = SURVEY DISK
 FC0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0067_SP_SET: FOUNDATION
 FC0067_STAMPING: 799 MC
 FC0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0067
 FC0067  HISTORY     - Date     Condition        Report By
 FC0067  HISTORY     - UNK      MONUMENTED       USGS
 FC0067  HISTORY     - 1968     GOOD             NGS
 FC0067  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0067
 FC0067                          STATION DESCRIPTION
 FC0067
 FC0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0067'AT LENOIR CITY.
 FC0067'AT LENOIR CITY, ABOUT 100 YARDS NORTHWEST ALONG A STREET FROM THE
 FC0067'SOUTHERN RAILWAY STATION, NEAR THE SOUTH CORNER OF THE
 FC0067'INTERSECTION OF A STREET AND BROADWAY (U.S. HIGHWAY 11), SET
 FC0067'VERTICALLY IN THE NORTHEAST FACE OF THE EAST CORNER OF THE
 FC0067'CONCRETE FOUNDATION OF THE GENERAL LENOIR HOTEL (A LARGE
 FC0067'THREE-STORIED RED BRICK BUILDING), 12 FEET SOUTHWEST OF THE
 FC0067'SOUTHWEST CURB OF A STREET, 3.7 FEET NORTHWEST OF THE EAST CORNER
 FC0067'OF THE BUILDING, 1.3 FEET ABOVE THE LEVEL OF THE SIDEWALK AND
 FC0067'ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET.
 FC0067
 FC0067                          STATION RECOVERY (2005)
 FC0067
 FC0067'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0067'BUILDING NO LONGER HOTEL. ANOTHER STRUCTURE BUILT DIRECTLY ON EAST
 FC0067'SIDE AND SIDE WALK ABOVE FOOTINGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2604 ***********************************************************************
 AJ2604  DESIGNATION -  80
 AJ2604  PID         -  AJ2604
 AJ2604  STATE/COUNTY-  TN/SHELBY
 AJ2604  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2604
 AJ2604                         *CURRENT SURVEY CONTROL
 AJ2604  ___________________________________________________________________
 AJ2604* NAD 83(1995)-  35 10 05.38448(N)    089 59 44.90970(W)     ADJUSTED  
 AJ2604* NAVD 88     -        70.68   (meters)     231.9    (feet)  LEVELING  
 AJ2604  ___________________________________________________________________
 AJ2604  X           -         381.875 (meters)                     COMP
 AJ2604  Y           -  -5,219,739.061 (meters)                     COMP
 AJ2604  Z           -   3,653,158.500 (meters)                     COMP
 AJ2604  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ2604  ELLIP HEIGHT-          43.37  (meters)          (04/26/01) GPS OBS
 AJ2604  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2604
 AJ2604  HORZ ORDER  -  FIRST
 AJ2604  VERT ORDER  -  THIRD ?
 AJ2604  ELLP ORDER  -  FOURTH    CLASS I
 AJ2604
 AJ2604.The horizontal coordinates were established by GPS observations
 AJ2604.and adjusted by the National Geodetic Survey in April 2001..
 AJ2604
 AJ2604.The orthometric height was determined by differential leveling.
 AJ2604.The vertical network tie was performed by a horz. field party for horz.
 AJ2604.obs reductions. Reset procedures were used to establish the elevation.
 AJ2604
 AJ2604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2604
 AJ2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2604
 AJ2604.The ellipsoidal height was determined by GPS observations
 AJ2604.and is referenced to NAD 83.
 AJ2604
 AJ2604.The geoid height was determined by GEOID03.
 AJ2604
 AJ2604;                    North         East     Units Scale Factor Converg.
 AJ2604;SPC TN       -   100,055.382   236,073.321   MT  1.00001545   -2 20 21.5
 AJ2604;SPC TN       -   328,265.03    774,517.22   sFT  1.00001545   -2 20 21.5
 AJ2604;UTM  16      - 3,895,802.737   227,145.824   MT  1.00051763   -1 43 35.7
 AJ2604;UTM  15      - 3,895,825.793   773,617.971   MT  1.00052277   +1 43 53.1
 AJ2604
 AJ2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2604!SPC TN       -   0.99999319  x   1.00001545  =   1.00000864
 AJ2604!UTM  16      -   0.99999319  x   1.00051763  =   1.00051082
 AJ2604!UTM  15      -   0.99999319  x   1.00052277  =   1.00051596
 AJ2604
 AJ2604                          SUPERSEDED SURVEY CONTROL
 AJ2604
 AJ2604.No superseded survey control is available for this station.
 AJ2604
 AJ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2714695803(NAD 83)
 AJ2604_MARKER: DD = SURVEY DISK
 AJ2604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2604+WITH SETTING: INFORMATION.
 AJ2604_STAMPING: 080
 AJ2604_MARK LOGO: MLGW  
 AJ2604_PROJECTION: FLUSH
 AJ2604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2604+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ2604_ROD/PIPE-DEPTH:  0.8 meters
 AJ2604
 AJ2604  HISTORY     - Date     Condition        Report By
 AJ2604  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2604  HISTORY     - 20020905 GOOD             TN1620
 AJ2604  HISTORY     - 20031012 GOOD             TN1620
 AJ2604  HISTORY     - 20050925 GOOD             TN1620
 AJ2604
 AJ2604                          STATION DESCRIPTION
 AJ2604
 AJ2604'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2604'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2604'APPROXIMATELY 1.25 MILES (2.01 KM) NORTH OF THE MEMPHIS CITY ZOO.
 AJ2604'TO REACH THE STATION FROM THE INTERSECTION OF CHELSEA AVENUE AND
 AJ2604'MCLEAN BLVD., PROCEED SOUTH ON MCLEAN BLVD APPROXIMATELY 0.30 MILES
 AJ2604'(0.48 KM) TO EDWARD AVENUE.  THE STATION IS ON THE RIGHT.
 AJ2604'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2604'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE
 AJ2604'SIDEWALK ON THE WEST SIDE OF MCLEAN BLVD, 86.80 FEET (26.46 M) NORTH
 AJ2604'OF THE CENTERLINE OF EDWARDS STREET, 30.00 FEET (9.14 M) SOUTH OF THE
 AJ2604'SOUTH END OF A BRIDGE NO.  79-2820-029 OVER CYPRESS CREEK, 3.50 FEET
 AJ2604'(1.07 M) WEST OF THE WEST CURBLINE OF MCLEAN STREET.  THE CAP IS SET
 AJ2604'FLUSH WITH THE CONCRETE SIDEWALK.
 AJ2604
 AJ2604                          STATION RECOVERY (2002)
 AJ2604
 AJ2604'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (CMP)
 AJ2604'RECOVERED IN GOOD CONDITION.
 AJ2604
 AJ2604                          STATION RECOVERY (2003)
 AJ2604
 AJ2604'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (MP)
 AJ2604'RECOVERED IN GOOD CONDITION.
 AJ2604
 AJ2604                          STATION RECOVERY (2005)
 AJ2604
 AJ2604'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (DA)
 AJ2604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2660 ***********************************************************************
 GB2660  DESIGNATION -  80 RHP
 GB2660  PID         -  GB2660
 GB2660  STATE/COUNTY-  TN/OVERTON
 GB2660  USGS QUAD   -  ALPINE (1979)
 GB2660
 GB2660                         *CURRENT SURVEY CONTROL
 GB2660  ___________________________________________________________________
 GB2660* NAD 83(1986)-  36 27 48.     (N)    085 14 14.     (W)     SCALED    
 GB2660* NAVD 88     -       301.42   (+/-2cm)     988.9    (feet)  VERTCON   
 GB2660  ___________________________________________________________________
 GB2660  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB2660
 GB2660  VERT ORDER  -  THIRD (See Below)
 GB2660
 GB2660.The horizontal coordinates were scaled from a topographic map and have
 GB2660.an estimated accuracy of +/- 6 seconds.
 GB2660
 GB2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2660.The vertical order pertains to the NGVD 29 superseded value.
 GB2660
 GB2660.The geoid height was determined by GEOID03.
 GB2660
 GB2660;                    North         East    Units  Estimated Accuracy
 GB2660;SPC TN       -   236,590.      668,370.      MT  (+/- 180 meters Scaled)
 GB2660
 GB2660                          SUPERSEDED SURVEY CONTROL
 GB2660
 GB2660  NGVD 29 (??/??/??)  301.51   (m)          989.2    (f) N HEIGHT    3  
 GB2660
 GB2660.Superseded values are not recommended for survey control.
 GB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2660.See file dsdata.txt to determine how the superseded data were derived.
 GB2660
 GB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF579367(NAD 83)
 GB2660_MARKER: DB = BENCH MARK DISK
 GB2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2660_SP_SET: SQUARE CONCRETE MONUMENT
 GB2660_STAMPING: 80 RHP 1950 989
 GB2660_MARK LOGO: USGS  
 GB2660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GB2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2660+STABILITY: SURFACE MOTION
 GB2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2660+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 GB2660
 GB2660  HISTORY     - Date     Condition        Report By
 GB2660  HISTORY     - 1950     MONUMENTED       USGS
 GB2660  HISTORY     - 19870112 GOOD             TNDT
 GB2660
 GB2660                          STATION DESCRIPTION
 GB2660
 GB2660'DESCRIBED BY TN DEPT OF TRANSP 1987
 GB2660'2.5 MILES NORTH OF MONROE AT A CROSSROADS AT RHYAN SPRINGS SCHOOL,32
 GB2660'FEET EAST OF ROAD, 50 FEET SOUTH OF ROAD EAST, IN LINE WITH SOUTH
 GB2660'SIDE OF SCHOOL, 4 FEET SOUTH OF SMALL MAPLE TREE, IN CONCRETE POST
 GB2660'PROJECTING 3 INCHES, STANDARD DISK STAMPED 80 RHP 1950 989, PAINTED
 GB2660'US 989.2 PBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0465 ***********************************************************************
 FC0465  DESIGNATION -  8093
 FC0465  PID         -  FC0465
 FC0465  STATE/COUNTY-  TN/BRADLEY
 FC0465  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0465
 FC0465                         *CURRENT SURVEY CONTROL
 FC0465  ___________________________________________________________________
 FC0465* NAD 83(1986)-  35 09 26.     (N)    084 52 19.     (W)     SCALED    
 FC0465* NAVD 88     -       264.258  (meters)     866.99   (feet)  ADJUSTED  
 FC0465  ___________________________________________________________________
 FC0465  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0465  DYNAMIC HT  -         263.997 (meters)     866.13  (feet)  COMP
 FC0465  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FC0465
 FC0465  VERT ORDER  -  FIRST     CLASS I
 FC0465
 FC0465.The horizontal coordinates were scaled from a topographic map and have
 FC0465.an estimated accuracy of +/- 6 seconds.
 FC0465
 FC0465.The orthometric height was determined by differential leveling
 FC0465.and adjusted by the National Geodetic Survey in June 1991..
 FC0465
 FC0465.The geoid height was determined by GEOID03.
 FC0465
 FC0465.The dynamic height is computed by dividing the NAVD 88
 FC0465.geopotential number by the normal gravity value computed on the
 FC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0465.degrees latitude (g = 980.6199 gals.).
 FC0465
 FC0465.The modeled gravity was interpolated from observed gravity values.
 FC0465
 FC0465;                    North         East    Units  Estimated Accuracy
 FC0465;SPC TN       -    92,000.      702,780.      MT  (+/- 180 meters Scaled)
 FC0465
 FC0465                          SUPERSEDED SURVEY CONTROL
 FC0465
 FC0465  NGVD 29 (??/??/92)  264.270  (m)          867.03   (f) ADJ UNCH    1 1
 FC0465
 FC0465.Superseded values are not recommended for survey control.
 FC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0465.See file dsdata.txt to determine how the superseded data were derived.
 FC0465
 FC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD938925(NAD 83)
 FC0465_MARKER: DD = SURVEY DISK
 FC0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0465_SP_SET: BRIDGE
 FC0465_STAMPING: 8093
 FC0465_MARK LOGO: TNGS  
 FC0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0465
 FC0465  HISTORY     - Date     Condition        Report By
 FC0465  HISTORY     - UNK      MONUMENTED       TNGS
 FC0465  HISTORY     - 1968     GOOD             NGS
 FC0465  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0465
 FC0465                          STATION DESCRIPTION
 FC0465
 FC0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0465'AT CLEVELAND.
 FC0465'AT CLEVELAND, ABOUT 100 YARDS NORTHEAST ALONG THE SOUTHERN
 FC0465'RAILWAY FROM THE STATION, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 213,
 FC0465'SET IN THE TOP AND TOWARD THE SOUTHEAST END OF THE SOUTHWEST
 FC0465'ABUTMENT OF THE RAILWAY OVERPASS OVER INMAN STREET (U.S. HIGHWAY 64),
 FC0465'17.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 7.4
 FC0465'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3.5 FEET
 FC0465'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK AND ABOUT 1/2
 FC0465'FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE 3 IN 8093 IS
 FC0465'STAMPED BACKWARDS.
 FC0465
 FC0465                          STATION RECOVERY (1983)
 FC0465
 FC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0465'NOT RECOVERED, NEW OVERPASS HAS BEEN BUILT, PROBABLY DESTROYED BY
 FC0465'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2605 ***********************************************************************
 AJ2605  DESIGNATION -  81
 AJ2605  PID         -  AJ2605
 AJ2605  STATE/COUNTY-  TN/SHELBY
 AJ2605  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2605
 AJ2605                         *CURRENT SURVEY CONTROL
 AJ2605  ___________________________________________________________________
 AJ2605* NAD 83(1995)-  35 09 40.57359(N)    089 57 45.85522(W)     ADJUSTED  
 AJ2605* NAVD 88     -        77.97   (meters)     255.8    (feet)  LEVELING  
 AJ2605  ___________________________________________________________________
 AJ2605  X           -       3,394.959 (meters)                     COMP
 AJ2605  Y           -  -5,220,184.289 (meters)                     COMP
 AJ2605  Z           -   3,652,537.617 (meters)                     COMP
 AJ2605  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AJ2605  ELLIP HEIGHT-          50.65  (meters)          (04/26/01) GPS OBS
 AJ2605  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AJ2605
 AJ2605  HORZ ORDER  -  FIRST
 AJ2605  VERT ORDER  -  THIRD ?
 AJ2605  ELLP ORDER  -  FOURTH    CLASS I
 AJ2605
 AJ2605.The horizontal coordinates were established by GPS observations
 AJ2605.and adjusted by the National Geodetic Survey in April 2001..
 AJ2605
 AJ2605.The orthometric height was determined by differential leveling.
 AJ2605.The vertical network tie was performed by a horz. field party for horz.
 AJ2605.obs reductions. Reset procedures were used to establish the elevation.
 AJ2605
 AJ2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2605
 AJ2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2605
 AJ2605.The ellipsoidal height was determined by GPS observations
 AJ2605.and is referenced to NAD 83.
 AJ2605
 AJ2605.The geoid height was determined by GEOID03.
 AJ2605
 AJ2605;                    North         East     Units Scale Factor Converg.
 AJ2605;SPC TN       -    99,168.916   239,052.699   MT  1.00001684   -2 19 11.8
 AJ2605;SPC TN       -   325,356.69    784,292.06   sFT  1.00001684   -2 19 11.8
 AJ2605;UTM  16      - 3,894,947.763   230,135.980   MT  1.00049763   -1 42 26.0
 AJ2605;UTM  15      - 3,895,152.700   776,654.326   MT  1.00054337   +1 45 00.8
 AJ2605
 AJ2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2605!SPC TN       -   0.99999205  x   1.00001684  =   1.00000889
 AJ2605!UTM  16      -   0.99999205  x   1.00049763  =   1.00048968
 AJ2605!UTM  15      -   0.99999205  x   1.00054337  =   1.00053542
 AJ2605
 AJ2605                          SUPERSEDED SURVEY CONTROL
 AJ2605
 AJ2605.No superseded survey control is available for this station.
 AJ2605
 AJ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3013694948(NAD 83)
 AJ2605_MARKER: DD = SURVEY DISK
 AJ2605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2605+WITH SETTING: INFORMATION.
 AJ2605_STAMPING: 081
 AJ2605_MARK LOGO: MLGW  
 AJ2605_PROJECTION: FLUSH
 AJ2605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2605+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AJ2605_ROD/PIPE-DEPTH:  0.8 meters
 AJ2605
 AJ2605  HISTORY     - Date     Condition        Report By
 AJ2605  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2605  HISTORY     - 20020905 GOOD             TN1620
 AJ2605
 AJ2605                          STATION DESCRIPTION
 AJ2605
 AJ2605'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2605'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2605'APPROXIMATELY 1.50 MILES (2.41 KM) NORTHEAST OF OVERTON CITY PARK.
 AJ2605'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON AVENUE AND
 AJ2605'WARFORD STREET PROCEED NORTH ON WARFORD STREET FOR APPROXIMATELY
 AJ2605'400.00 FEET (121.92 M) .  THE STATION IS ON THE LEFT.
 AJ2605'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2605'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2605'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 406.30 FEET (123.84 M)
 AJ2605'NORTH OF THE NORTH CURBLINE OF JACKSON AVENUE AS MEASURED ALONG THE
 AJ2605'WEST CURBLINE OF WARFORD STREET, 6.00 FEET (1.83 M) WEST OF THE WEST
 AJ2605'CURBLINE OF WARFORD STREET, 4.00 FEET (1.22 M) NORTH OF THE NORTH SIDE
 AJ2605'OF A DRIVEWAY APRON.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2605'GROUND.
 AJ2605
 AJ2605                          STATION RECOVERY (2002)
 AJ2605
 AJ2605'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (CMP)
 AJ2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1342 ***********************************************************************
 GC1342  DESIGNATION -  818.2
 GC1342  PID         -  GC1342
 GC1342  STATE/COUNTY-  TN/DICKSON
 GC1342  USGS QUAD   -  BURNS (1986)
 GC1342
 GC1342                         *CURRENT SURVEY CONTROL
 GC1342  ___________________________________________________________________
 GC1342* NAD 83(1986)-  36 05 26.     (N)    087 15 18.     (W)     SCALED    
 GC1342* NAVD 88     -       248.988  (meters)     816.89   (feet)  ADJUSTED  
 GC1342  ___________________________________________________________________
 GC1342  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 GC1342  DYNAMIC HT  -         248.770 (meters)     816.17  (feet)  COMP
 GC1342  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GC1342
 GC1342  VERT ORDER  -  FIRST     CLASS II
 GC1342
 GC1342.The horizontal coordinates were scaled from a topographic map and have
 GC1342.an estimated accuracy of +/- 6 seconds.
 GC1342
 GC1342.The orthometric height was determined by differential leveling
 GC1342.and adjusted by the National Geodetic Survey in June 1991..
 GC1342
 GC1342.The geoid height was determined by GEOID03.
 GC1342
 GC1342.The dynamic height is computed by dividing the NAVD 88
 GC1342.geopotential number by the normal gravity value computed on the
 GC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1342.degrees latitude (g = 980.6199 gals.).
 GC1342
 GC1342.The modeled gravity was interpolated from observed gravity values.
 GC1342
 GC1342;                    North         East    Units  Estimated Accuracy
 GC1342;SPC TN       -   195,690.      486,980.      MT  (+/- 180 meters Scaled)
 GC1342
 GC1342                          SUPERSEDED SURVEY CONTROL
 GC1342
 GC1342  NGVD 29 (??/??/92)  248.984  (m)          816.88   (f) ADJ UNCH    1 2
 GC1342
 GC1342.Superseded values are not recommended for survey control.
 GC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1342.See file dsdata.txt to determine how the superseded data were derived.
 GC1342
 GC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE770940(NAD 83)
 GC1342_MARKER: Q = CHISELED SQUARE
 GC1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1342_SP_SET: BRIDGE
 GC1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1342
 GC1342  HISTORY     - Date     Condition        Report By
 GC1342  HISTORY     - UNK      MONUMENTED       USGS
 GC1342  HISTORY     - 1948     GOOD             NGS
 GC1342
 GC1342                          STATION DESCRIPTION
 GC1342
 GC1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1342'2.5 MI W FROM WHITE BLUFF.
 GC1342'2.5 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1342'RAILWAY FROM THE STATION AT WHITE BLUFF, SET IN THE TOP OF THE
 GC1342'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE NO. 32.6 OVER
 GC1342'OLD U.S. HIGHWAY 70 ROUTE, ABOUT 7 INCHES NORTHEAST OF THE
 GC1342'NUMBER 3 IN INSCRIBED NUMBERS 32.6, 6 FEET SOUTHEAST OF THE
 GC1342'SOUTHEAST RAIL AND 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2606 ***********************************************************************
 AJ2606  DESIGNATION -  82
 AJ2606  PID         -  AJ2606
 AJ2606  STATE/COUNTY-  TN/SHELBY
 AJ2606  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2606
 AJ2606                         *CURRENT SURVEY CONTROL
 AJ2606  ___________________________________________________________________
 AJ2606* NAD 83(1995)-  35 09 44.45013(N)    089 55 38.00722(W)     ADJUSTED  
 AJ2606* NAVD 88     -        79.59   (meters)     261.1    (feet)  LEVELING  
 AJ2606  ___________________________________________________________________
 AJ2606  X           -       6,630.471 (meters)                     COMP
 AJ2606  Y           -  -5,220,113.691 (meters)                     COMP
 AJ2606  Z           -   3,652,636.206 (meters)                     COMP
 AJ2606  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AJ2606  ELLIP HEIGHT-          52.25  (meters)          (04/26/01) GPS OBS
 AJ2606  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2606
 AJ2606  HORZ ORDER  -  FIRST
 AJ2606  VERT ORDER  -  THIRD ?
 AJ2606  ELLP ORDER  -  FOURTH    CLASS I
 AJ2606
 AJ2606.The horizontal coordinates were established by GPS observations
 AJ2606.and adjusted by the National Geodetic Survey in April 2001..
 AJ2606
 AJ2606.The orthometric height was determined by differential leveling.
 AJ2606.The vertical network tie was performed by a horz. field party for horz.
 AJ2606.obs reductions. Reset procedures were used to establish the elevation.
 AJ2606
 AJ2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2606
 AJ2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2606
 AJ2606.The ellipsoidal height was determined by GPS observations
 AJ2606.and is referenced to NAD 83.
 AJ2606
 AJ2606.The geoid height was determined by GEOID03.
 AJ2606
 AJ2606;                    North         East     Units Scale Factor Converg.
 AJ2606;SPC TN       -    99,157.898   242,290.491   MT  1.00001663   -2 17 57.0
 AJ2606;SPC TN       -   325,320.54    794,914.72   sFT  1.00001663   -2 17 57.0
 AJ2606;UTM  16      - 3,894,971.371   233,375.228   MT  1.00047620   -1 41 12.4
 AJ2606;UTM  15      - 3,895,371.631   779,886.472   MT  1.00056555   +1 46 14.7
 AJ2606
 AJ2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2606!SPC TN       -   0.99999180  x   1.00001663  =   1.00000843
 AJ2606!UTM  16      -   0.99999180  x   1.00047620  =   1.00046799
 AJ2606!UTM  15      -   0.99999180  x   1.00056555  =   1.00055734
 AJ2606
 AJ2606                          SUPERSEDED SURVEY CONTROL
 AJ2606
 AJ2606.No superseded survey control is available for this station.
 AJ2606
 AJ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3337594971(NAD 83)
 AJ2606_MARKER: DD = SURVEY DISK
 AJ2606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2606+WITH SETTING: INFORMATION.
 AJ2606_STAMPING: 082
 AJ2606_MARK LOGO: MLGW  
 AJ2606_PROJECTION: FLUSH
 AJ2606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2606_ROD/PIPE-DEPTH:  0.8 meters
 AJ2606
 AJ2606  HISTORY     - Date     Condition        Report By
 AJ2606  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2606
 AJ2606                          STATION DESCRIPTION
 AJ2606
 AJ2606'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2606'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2606'APPROXIMATELY 0.35 MILES (0.56 KM) WEST OF GAISMAN CITY PARK.
 AJ2606'TO REACH THE STATION FROM THE NORTHWEST CORNER OF GAISMAN PARK, THE
 AJ2606'SAME BEING INTERSECTION OF MACON ROAD AND VAUGHN STREET, PROCEED WEST
 AJ2606'ON MACON ROAD FOR 0.30 MILES (0.48 KM) TO NORTH GRAHAM ROAD TO NORTH,
 AJ2606'CONTINUE WEST APPROXIMATELY 200.00 FEET (60.96 M) TO NORTH GRAHAM ROAD
 AJ2606'TO SOUTH.  THE STATION IS ON THE RIGHT.
 AJ2606'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2606'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2606'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 3.00 FEET (0.91 M) NORTH
 AJ2606'OF THE NORTH CURBLINE OF MACON ROAD, 2.50 FEET (0.76 M) WEST OF THE
 AJ2606'CENTERLINE OF NORTH GRAHAM STREET (TO SOUTH) PROJECTED NORTH. THE CAP
 AJ2606'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2077 ***********************************************************************
 FB2077  DESIGNATION -  828.0
 FB2077  PID         -  FB2077
 FB2077  STATE/COUNTY-  TN/KNOX
 FB2077  USGS QUAD   -  KNOXVILLE (1978)
 FB2077
 FB2077                         *CURRENT SURVEY CONTROL
 FB2077  ___________________________________________________________________
 FB2077* NAD 83(1986)-  35 57 26.     (N)    083 53 19.     (W)     SCALED    
 FB2077* NAVD 88     -       252.50   (+/-2cm)     828.4    (feet)  VERTCON   
 FB2077  ___________________________________________________________________
 FB2077  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2077
 FB2077  VERT ORDER  -  ? (See Below)
 FB2077
 FB2077.The horizontal coordinates were scaled from a topographic map and have
 FB2077.an estimated accuracy of +/- 6 seconds.
 FB2077
 FB2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2077.The vertical order pertains to the NGVD 29 superseded value.
 FB2077
 FB2077.The geoid height was determined by GEOID03.
 FB2077
 FB2077;                    North         East    Units  Estimated Accuracy
 FB2077;SPC TN       -   182,220.      790,450.      MT  (+/- 180 meters Scaled)
 FB2077
 FB2077                          SUPERSEDED SURVEY CONTROL
 FB2077
 FB2077  NGVD 29 (??/??/92)  252.634  (m)          828.85   (f) ADJ UNCH    ?  
 FB2077
 FB2077.Superseded values are not recommended for survey control.
 FB2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2077.See file dsdata.txt to determine how the superseded data were derived.
 FB2077
 FB2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV394830(NAD 83)
 FB2077_MARKER: DD = SURVEY DISK
 FB2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2077+STABILITY: SURFACE MOTION
 FB2077
 FB2077  HISTORY     - Date     Condition        Report By
 FB2077  HISTORY     - UNK      MONUMENTED       USGS
 FB2077  HISTORY     - 1936     GOOD             USGS
 FB2077  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2077
 FB2077                          STATION DESCRIPTION
 FB2077
 FB2077'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2077'2.7 MI NE FROM VESTAL.
 FB2077'2.7 MILES NORTHEAST OF VESTAL, KNOX COUNTY, 100 FEET SOUTH OF
 FB2077'THE SOUTH BANK OF TENNESSEE RIVER, AT THE JUNCTION OF ISLAND
 FB2077'PARK BOULEVARD AND SOUTH HAVEN ROAD, 80 FEET NORTH OF ISLAND
 FB2077'HOME GATEWAY, 55 FEET NORTHWEST OF THE JUNCTION, 20 FEET NORTH OF
 FB2077'THE ROAD, AND 2 FEET NORTH OF THE NORTH RAIL OF THE STREET-CAR
 FB2077'TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FB2077'POST PAINTED USPBM 828.0.
 FB2077
 FB2077                          STATION RECOVERY (2001)
 FB2077
 FB2077'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1134 ***********************************************************************
 FC1134  DESIGNATION -  83
 FC1134  PID         -  FC1134
 FC1134  STATE/COUNTY-  TN/HAMILTON
 FC1134  USGS QUAD   -  CHATTANOOGA (1976)
 FC1134
 FC1134                         *CURRENT SURVEY CONTROL
 FC1134  ___________________________________________________________________
 FC1134* NAD 83(1986)-  35 03 22.     (N)    085 18 34.     (W)     SCALED    
 FC1134* NAVD 88     -       206.756  (meters)     678.33   (feet)  ADJUSTED  
 FC1134  ___________________________________________________________________
 FC1134  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1134  DYNAMIC HT  -         206.551 (meters)     677.66  (feet)  COMP
 FC1134  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC1134
 FC1134  VERT ORDER  -  SECOND    CLASS 0
 FC1134
 FC1134.The horizontal coordinates were scaled from a topographic map and have
 FC1134.an estimated accuracy of +/- 6 seconds.
 FC1134
 FC1134.The orthometric height was determined by differential leveling
 FC1134.and adjusted by the National Geodetic Survey in June 1991..
 FC1134
 FC1134.The geoid height was determined by GEOID03.
 FC1134
 FC1134.The dynamic height is computed by dividing the NAVD 88
 FC1134.geopotential number by the normal gravity value computed on the
 FC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1134.degrees latitude (g = 980.6199 gals.).
 FC1134
 FC1134.The modeled gravity was interpolated from observed gravity values.
 FC1134
 FC1134;                    North         East    Units  Estimated Accuracy
 FC1134;SPC TN       -    80,420.      663,000.      MT  (+/- 180 meters Scaled)
 FC1134
 FC1134                          SUPERSEDED SURVEY CONTROL
 FC1134
 FC1134  NGVD 29 (??/??/92)  206.793  (m)          678.45   (f) ADJ UNCH    2 0
 FC1134
 FC1134.Superseded values are not recommended for survey control.
 FC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1134.See file dsdata.txt to determine how the superseded data were derived.
 FC1134
 FC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD541805(NAD 83)
 FC1134_MARKER: X = CHISELED CROSS
 FC1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1134_SP_SET: CONC SILL
 FC1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1134
 FC1134  HISTORY     - Date     Condition        Report By
 FC1134  HISTORY     - UNK      MONUMENTED       DOD
 FC1134  HISTORY     - 1934     GOOD             NGS
 FC1134  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1134
 FC1134                          STATION DESCRIPTION
 FC1134
 FC1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1134'AT CHATTANOOGA.
 FC1134'AT CHATTANOOGA, HAMILTON COUNTY, AT THE SOUTH END OF THE BRIDGE
 FC1134'OVER TENNESSEE RIVER, ON THE EAST SIDE OF MARKET STREET, AT
 FC1134'THE BUILDING OCCUPIED IN 1934 BY THE CROWN LAUNDRY, AT A 16-FOOT
 FC1134'WINDOW, AND ON THE CENTER OF THE TOP OF THE OUTER EDGE OF THE
 FC1134'CONCRETE SILL.  A CHISELED CROSS.
 FC1134
 FC1134                          STATION RECOVERY (2000)
 FC1134
 FC1134'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2607 ***********************************************************************
 AJ2607  DESIGNATION -  83
 AJ2607  PID         -  AJ2607
 AJ2607  STATE/COUNTY-  TN/SHELBY
 AJ2607  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2607
 AJ2607                         *CURRENT SURVEY CONTROL
 AJ2607  ___________________________________________________________________
 AJ2607* NAD 83(1995)-  35 10 43.50494(N)    089 53 16.05099(W)     ADJUSTED  
 AJ2607* NAVD 88     -        79.69   (meters)     261.4    (feet)  LEVELING  
 AJ2607  ___________________________________________________________________
 AJ2607  X           -      10,221.020 (meters)                     COMP
 AJ2607  Y           -  -5,219,059.646 (meters)                     COMP
 AJ2607  Z           -   3,654,123.952 (meters)                     COMP
 AJ2607  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AJ2607  ELLIP HEIGHT-          52.33  (meters)          (04/26/01) GPS OBS
 AJ2607  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2607
 AJ2607  HORZ ORDER  -  FIRST
 AJ2607  VERT ORDER  -  THIRD ?
 AJ2607  ELLP ORDER  -  FOURTH    CLASS I
 AJ2607
 AJ2607.The horizontal coordinates were established by GPS observations
 AJ2607.and adjusted by the National Geodetic Survey in April 2001..
 AJ2607
 AJ2607.The orthometric height was determined by differential leveling.
 AJ2607.The vertical network tie was performed by a horz. field party for horz.
 AJ2607.obs reductions. Reset procedures were used to establish the elevation.
 AJ2607
 AJ2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2607
 AJ2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2607
 AJ2607.The ellipsoidal height was determined by GPS observations
 AJ2607.and is referenced to NAD 83.
 AJ2607
 AJ2607.The geoid height was determined by GEOID03.
 AJ2607
 AJ2607;                    North         East     Units Scale Factor Converg.
 AJ2607;SPC TN       -   100,833.020   245,952.543   MT  1.00001334   -2 16 33.8
 AJ2607;SPC TN       -   330,816.33    806,929.30   sFT  1.00001334   -2 16 33.8
 AJ2607;UTM  16      - 3,896,686.275   237,020.820   MT  1.00045240   -1 39 52.9
 AJ2607
 AJ2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2607!SPC TN       -   0.99999179  x   1.00001334  =   1.00000513
 AJ2607!UTM  16      -   0.99999179  x   1.00045240  =   1.00044418
 AJ2607
 AJ2607                          SUPERSEDED SURVEY CONTROL
 AJ2607
 AJ2607.No superseded survey control is available for this station.
 AJ2607
 AJ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3702196686(NAD 83)
 AJ2607_MARKER: DD = SURVEY DISK
 AJ2607_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2607+WITH SETTING: INFORMATION.
 AJ2607_STAMPING: 083
 AJ2607_MARK LOGO: MLGW  
 AJ2607_PROJECTION: FLUSH
 AJ2607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2607+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ2607_ROD/PIPE-DEPTH:  0.8 meters
 AJ2607
 AJ2607  HISTORY     - Date     Condition        Report By
 AJ2607  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2607  HISTORY     - 20030610 GOOD             TN1620
 AJ2607
 AJ2607                          STATION DESCRIPTION
 AJ2607
 AJ2607'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2607'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2607'APPROXIMATELY 1.35 MILES (2.17 KM) SOUTHWEST OF THE BARTLETT TENNESSEE
 AJ2607'CITY LIMITS.
 AJ2607'TO REACH THE STATION FROM THE INTERSECTION OF COVINGTON PIKE AND
 AJ2607'PLEASANT VIEW ROAD PROCEED EAST ON PLEASANT VIEW ROAD APPROXIMATELY
 AJ2607'0.55 MILE (0.89 KM) TO THOMAS ROAD.  TURN LEFT AND CONTINUE NORTH ON
 AJ2607'THOMAS ROAD FOR 0.30 MILE (0.48 KM) TO A HIGH RISE POWER LINE.  THE
 AJ2607'STATION IS ON THE LEFT.
 AJ2607'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2607'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2607'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED UNDER THE NORTH HIGH
 AJ2607'RISE POWER LINE, 311.00 FEET (94.79 M) NORTHWEST OF TOWER NO.  351,
 AJ2607'25.00 FEET (7.62 M) SOUTHWEST OF A SEWER MANHOLE, 16.80 FEET (5.12 M)
 AJ2607'WEST OF THE WEST EDGE OF PAVEMENT OF THOMAS ROAD.  THE STATION IS IN
 AJ2607'LINE WITH THE CENTERLINE OF PIPERS GAP DRIVE PROJECTED WEST.  THE CAP
 AJ2607'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2607
 AJ2607                          STATION RECOVERY (2003)
 AJ2607
 AJ2607'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0587 ***********************************************************************
 GB0587  DESIGNATION -  832
 GB0587  PID         -  GB0587
 GB0587  STATE/COUNTY-  TN/ANDERSON
 GB0587  USGS QUAD   -  LAKE CITY (1973)
 GB0587
 GB0587                         *CURRENT SURVEY CONTROL
 GB0587  ___________________________________________________________________
 GB0587* NAD 83(1986)-  36 07 39.     (N)    084 07 34.     (W)     SCALED    
 GB0587* NAVD 88     -       253.533  (meters)     831.80   (feet)  ADJUSTED  
 GB0587  ___________________________________________________________________
 GB0587  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0587  DYNAMIC HT  -         253.303 (meters)     831.04  (feet)  COMP
 GB0587  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 GB0587
 GB0587  VERT ORDER  -  SECOND    CLASS 0
 GB0587
 GB0587.The horizontal coordinates were scaled from a topographic map and have
 GB0587.an estimated accuracy of +/- 6 seconds.
 GB0587
 GB0587.The orthometric height was determined by differential leveling
 GB0587.and adjusted by the National Geodetic Survey in June 1991..
 GB0587
 GB0587.The geoid height was determined by GEOID03.
 GB0587
 GB0587.The dynamic height is computed by dividing the NAVD 88
 GB0587.geopotential number by the normal gravity value computed on the
 GB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0587.degrees latitude (g = 980.6199 gals.).
 GB0587
 GB0587.The modeled gravity was interpolated from observed gravity values.
 GB0587
 GB0587;                    North         East    Units  Estimated Accuracy
 GB0587;SPC TN       -   200,680.      768,670.      MT  (+/- 180 meters Scaled)
 GB0587
 GB0587                          SUPERSEDED SURVEY CONTROL
 GB0587
 GB0587  NGVD 29 (??/??/92)  253.669  (m)          832.25   (f) ADJ UNCH    2 0
 GB0587
 GB0587.Superseded values are not recommended for survey control.
 GB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0587.See file dsdata.txt to determine how the superseded data were derived.
 GB0587
 GB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF586019(NAD 83)
 GB0587_MARKER: DD = SURVEY DISK
 GB0587_SETTING: 66 = SET IN ROCK OUTCROP
 GB0587_SP_SET: ROCK LEDGE
 GB0587_STAMPING: 832 1923
 GB0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0587+STABILITY: POSITION/ELEVATION WELL
 GB0587
 GB0587  HISTORY     - Date     Condition        Report By
 GB0587  HISTORY     - 1923     MONUMENTED       USGS
 GB0587  HISTORY     - 1934     GOOD             NGS
 GB0587
 GB0587                          STATION DESCRIPTION
 GB0587
 GB0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0587'2.2 MI N FROM CLINTON.
 GB0587'2.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0587'AT CLINTON, ANDERSON COUNTY, 2-3/4 RAILS EAST OF MILEPOST 23,
 GB0587'5 FEET SOUTH OF THE TRACK, IN THE TOP OF A ROCK LEDGE AT THE
 GB0587'EDGE OF A BANK, AND LEVEL WITH THE BASE OF THE RAIL.  A UNITED
 GB0587'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 832 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2086 ***********************************************************************
 FB2086  DESIGNATION -  834.2
 FB2086  PID         -  FB2086
 FB2086  STATE/COUNTY-  TN/KNOX
 FB2086  USGS QUAD   -  SHOOKS GAP (1987)
 FB2086
 FB2086                         *CURRENT SURVEY CONTROL
 FB2086  ___________________________________________________________________
 FB2086* NAD 83(1986)-  35 56 10.     (N)    083 51 02.     (W)     SCALED    
 FB2086* NAVD 88     -       254.01   (+/-2cm)     833.4    (feet)  VERTCON   
 FB2086  ___________________________________________________________________
 FB2086  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2086
 FB2086  VERT ORDER  -  ? (See Below)
 FB2086
 FB2086.The horizontal coordinates were scaled from a topographic map and have
 FB2086.an estimated accuracy of +/- 6 seconds.
 FB2086
 FB2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2086.The vertical order pertains to the NGVD 29 superseded value.
 FB2086
 FB2086.The geoid height was determined by GEOID03.
 FB2086
 FB2086;                    North         East    Units  Estimated Accuracy
 FB2086;SPC TN       -   179,960.      793,930.      MT  (+/- 180 meters Scaled)
 FB2086
 FB2086                          SUPERSEDED SURVEY CONTROL
 FB2086
 FB2086  NGVD 29 (??/??/92)  254.148  (m)          833.82   (f) ADJ UNCH    ?  
 FB2086
 FB2086.Superseded values are not recommended for survey control.
 FB2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2086.See file dsdata.txt to determine how the superseded data were derived.
 FB2086
 FB2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV428806(NAD 83)
 FB2086_MARKER: N = NAIL
 FB2086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2086_SP_SET: TREE
 FB2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2086
 FB2086  HISTORY     - Date     Condition        Report By
 FB2086  HISTORY     - UNK      MONUMENTED       USGS
 FB2086  HISTORY     - 1936     GOOD             USGS
 FB2086
 FB2086                          STATION DESCRIPTION
 FB2086
 FB2086'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2086'5.3 MI E FROM KNOXVILLE.
 FB2086'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2086'TENNESSEE AT KNOXVILLE, THENCE 0.8 MILE EAST ALONG BURNETT CREEK
 FB2086'PIKE, 40 FEET NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING
 FB2086'NORTHEAST, 25 FEET EAST OF A GATE, 11 FEET NORTH OF THE MAIN ROAD
 FB2086'AT A WASH, AT AN 8-INCH ASH TREE, AND IN A ROOT ON THE NORTH SIDE
 FB2086'OF THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM 834.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1858 ***********************************************************************
 FB1858  DESIGNATION -  835.6
 FB1858  PID         -  FB1858
 FB1858  STATE/COUNTY-  TN/KNOX
 FB1858  USGS QUAD   -  SHOOKS GAP (1987)
 FB1858
 FB1858                         *CURRENT SURVEY CONTROL
 FB1858  ___________________________________________________________________
 FB1858* NAD 83(1986)-  35 58 50.     (N)    083 51 19.     (W)     SCALED    
 FB1858* NAVD 88     -       254.42   (+/-2cm)     834.7    (feet)  VERTCON   
 FB1858  ___________________________________________________________________
 FB1858  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1858
 FB1858  VERT ORDER  -  ? (See Below)
 FB1858
 FB1858.The horizontal coordinates were scaled from a topographic map and have
 FB1858.an estimated accuracy of +/- 6 seconds.
 FB1858
 FB1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1858.The vertical order pertains to the NGVD 29 superseded value.
 FB1858
 FB1858.The geoid height was determined by GEOID03.
 FB1858
 FB1858;                    North         East    Units  Estimated Accuracy
 FB1858;SPC TN       -   184,880.      793,400.      MT  (+/- 180 meters Scaled)
 FB1858
 FB1858                          SUPERSEDED SURVEY CONTROL
 FB1858
 FB1858  NGVD 29 (??/??/92)  254.560  (m)          835.17   (f) ADJ UNCH    ?  
 FB1858
 FB1858.Superseded values are not recommended for survey control.
 FB1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1858.See file dsdata.txt to determine how the superseded data were derived.
 FB1858
 FB1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV425855(NAD 83)
 FB1858_MARKER: N = NAIL
 FB1858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1858_SP_SET: TREE
 FB1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1858
 FB1858  HISTORY     - Date     Condition        Report By
 FB1858  HISTORY     - UNK      MONUMENTED       USGS
 FB1858  HISTORY     - 1936     GOOD             USGS
 FB1858
 FB1858                          STATION DESCRIPTION
 FB1858
 FB1858'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1858'2.1 MI N FROM KNOXVILLE.
 FB1858'IN KNOX COUNTY, 2.1 MILES NORTH ALONG OLD DANDRIDGE PIKE FROM
 FB1858'THE EAST APPROACH OF THE SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER,
 FB1858'0.3 MILE SOUTH OF THE EAST APPROACH OF BOYD BRIDGE OVER HOLSTON
 FB1858'RIVER, IN A PASTURE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FB1858'13 FEET EAST OF THE FENCE, AT A 30-INCH BEECHNUT TREE, 7 FEET
 FB1858'WEST OF THE TRUNK OF THE TREE, AND IN A ROOT.  A COPPER NAIL
 FB1858'AND WASHER, PAINTED USBM 835.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1317 ***********************************************************************
 FE1317  DESIGNATION -  84 13 14
 FE1317  PID         -  FE1317
 FE1317  STATE/COUNTY-  TN/TIPTON
 FE1317  USGS QUAD   -  DRUMMONDS (1983)
 FE1317
 FE1317                         *CURRENT SURVEY CONTROL
 FE1317  ___________________________________________________________________
 FE1317* NAD 83(1995)-  35 27 56.55195(N)    089 53 34.94489(W)     ADJUSTED  
 FE1317* NAVD 88     -       132.971  (meters)     436.26   (feet)  ADJUSTED  
 FE1317  ___________________________________________________________________
 FE1317  X           -       9,708.671 (meters)                     COMP
 FE1317  Y           -  -5,200,696.596 (meters)                     COMP
 FE1317  Z           -   3,680,131.249 (meters)                     COMP
 FE1317  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 FE1317  ELLIP HEIGHT-         105.65  (meters)          (05/31/05) GPS OBS
 FE1317  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1317  DYNAMIC HT  -         132.854 (meters)     435.87  (feet)  COMP
 FE1317  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE1317
 FE1317  HORZ ORDER  -  FIRST
 FE1317  VERT ORDER  -  FIRST     CLASS I
 FE1317  ELLP ORDER  -  FOURTH    CLASS II
 FE1317
 FE1317.The horizontal coordinates were established by GPS observations
 FE1317.and adjusted by the National Geodetic Survey in May 2005..
 FE1317
 FE1317.The orthometric height was determined by differential leveling
 FE1317.and adjusted by the National Geodetic Survey in June 1991..
 FE1317
 FE1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1317
 FE1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1317
 FE1317.The ellipsoidal height was determined by GPS observations
 FE1317.and is referenced to NAD 83.
 FE1317
 FE1317.The geoid height was determined by GEOID03.
 FE1317
 FE1317.The dynamic height is computed by dividing the NAVD 88
 FE1317.geopotential number by the normal gravity value computed on the
 FE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1317.degrees latitude (g = 980.6199 gals.).
 FE1317
 FE1317.The modeled gravity was interpolated from observed gravity values.
 FE1317
 FE1317;                    North         East     Units Scale Factor Converg.
 FE1317;SPC TN       -   132,663.413   246,740.928   MT  0.99996894   -2 16 44.9
 FE1317;SPC TN       -   435,246.55    809,515.86   sFT  0.99996894   -2 16 44.9
 FE1317;UTM  16      - 3,928,537.926   237,473.002   MT  1.00044942   -1 40 46.4
 FE1317
 FE1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1317!SPC TN       -   0.99998342  x   0.99996894  =   0.99995236
 FE1317!UTM  16      -   0.99998342  x   1.00044942  =   1.00043283
 FE1317
 FE1317                          SUPERSEDED SURVEY CONTROL
 FE1317
 FE1317  NAVD 88 (05/31/05)  132.97   (m)          436.3    (f) LEVELING    3  
 FE1317  NGVD 29 (??/??/??)  132.945  (m)          436.17   (f) ADJUSTED    1 1
 FE1317
 FE1317.Superseded values are not recommended for survey control.
 FE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1317.See file dsdata.txt to determine how the superseded data were derived.
 FE1317
 FE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3747328538(NAD 83)
 FE1317_MARKER: DD = SURVEY DISK
 FE1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1317_STAMPING: 84-13-14
 FE1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1317+STABILITY: SURFACE MOTION
 FE1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1317+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FE1317
 FE1317  HISTORY     - Date     Condition        Report By
 FE1317  HISTORY     - UNK      MONUMENTED       TNDG
 FE1317  HISTORY     - 1974     GOOD             NGS
 FE1317  HISTORY     - 20021007 GOOD             USACE
 FE1317  HISTORY     - 20030703 GOOD             EMCINC
 FE1317
 FE1317                          STATION DESCRIPTION
 FE1317
 FE1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1317'4.2 MI S FROM RANDOLPH.
 FE1317'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE
 FE1317'RANDOLPH METHODIST CHURCH AT RANDOLPH, ALSO, 4.75 MILES WEST,
 FE1317'THENCE 0.30 MILE NORTH ALONG BLACKTOP ROAD FROM THE MUNFORD
 FE1317'PRESBYTERIAN CHURCH AT MUNFORD, THENCE 4.15 MILES SOUTH ALONG
 FE1317'AN ASPHALT ROAD, 0.35 MILE SOUTH OF THE POPLAR GROVE ASSEMBLY
 FE1317'GOD CHURCH, 0.3 MILE NORTH OF THE JUNCTION OF ATOKA-MUNFORD ROAD,
 FE1317'75 FEET SOUTHWEST OF AND ACROSS ASPHALT ROAD FROM THE SOUTHWEST
 FE1317'CORNER OF A BRICK AND FRAME HOUSE, 41 FEET WEST-NORTHWEST OF
 FE1317'AND ACROSS ROAD FROM TELEPHONE POLE A22-5, 21 FEET WEST OF THE
 FE1317'CENTER LINE OF THE ROAD, 28.5 FEET SOUTH OF THE CENTER LINE
 FE1317'OF A PRIVATE GRAVEL DRIVEWAY LEADING WEST, 1 FOOT EAST OF A
 FE1317'FENCE, 1 1/2 FEET ABOVE THE ROAD AND IN THE TOP OF A CONCRETE
 FE1317'POST PROJECTING 4-INCHES.
 FE1317
 FE1317                          STATION RECOVERY (2002)
 FE1317
 FE1317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1317'MARK IS AT INTERSECTION OF GLENSPRING RD. AND TATE LANE.
 FE1317
 FE1317                          STATION RECOVERY (2003)
 FE1317
 FE1317'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1317'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1315 ***********************************************************************
 FE1315  DESIGNATION -  84 13 5
 FE1315  PID         -  FE1315
 FE1315  STATE/COUNTY-  TN/TIPTON
 FE1315  USGS QUAD   -  DRUMMONDS (1983)
 FE1315
 FE1315                         *CURRENT SURVEY CONTROL
 FE1315  ___________________________________________________________________
 FE1315* NAD 83(1986)-  35 29 23.     (N)    089 53 39.     (W)     SCALED    
 FE1315* NAVD 88     -       108.192  (meters)     354.96   (feet)  ADJUSTED  
 FE1315  ___________________________________________________________________
 FE1315  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1315  DYNAMIC HT  -         108.097 (meters)     354.65  (feet)  COMP
 FE1315  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FE1315
 FE1315  VERT ORDER  -  SECOND    CLASS 0
 FE1315
 FE1315.The horizontal coordinates were scaled from a topographic map and have
 FE1315.an estimated accuracy of +/- 6 seconds.
 FE1315
 FE1315.The orthometric height was determined by differential leveling
 FE1315.and adjusted by the National Geodetic Survey in June 1991..
 FE1315
 FE1315.The geoid height was determined by GEOID03.
 FE1315
 FE1315.The dynamic height is computed by dividing the NAVD 88
 FE1315.geopotential number by the normal gravity value computed on the
 FE1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1315.degrees latitude (g = 980.6199 gals.).
 FE1315
 FE1315.The modeled gravity was interpolated from observed gravity values.
 FE1315
 FE1315;                    North         East    Units  Estimated Accuracy
 FE1315;SPC TN       -   135,330.      246,750.      MT  (+/- 180 meters Scaled)
 FE1315
 FE1315                          SUPERSEDED SURVEY CONTROL
 FE1315
 FE1315  NGVD 29 (??/??/??)  108.166  (m)          354.87   (f) ADJUSTED    2 0
 FE1315
 FE1315.Superseded values are not recommended for survey control.
 FE1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1315.See file dsdata.txt to determine how the superseded data were derived.
 FE1315
 FE1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374312(NAD 83)
 FE1315_MARKER: DD = SURVEY DISK
 FE1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1315_STAMPING: 84-13-5
 FE1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1315+STABILITY: SURFACE MOTION
 FE1315
 FE1315  HISTORY     - Date     Condition        Report By
 FE1315  HISTORY     - UNK      MONUMENTED       TNDG
 FE1315  HISTORY     - 1957     GOOD             CGS
 FE1315  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1315
 FE1315                          STATION DESCRIPTION
 FE1315
 FE1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1315'2.3 MI S FROM RANDOLPH.
 FE1315'ABOUT 0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH
 FE1315'METHODIST CHURCH AT RANDOLPH, THENCE 2.2 MILES SOUTH ALONG A
 FE1315'GRAVEL ROAD, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 159
 FE1315'FEET NORTH OF THE NORTHEAST CORNER OF AN OLD ABANDONED HOUSE, 132
 FE1315'FEET NORTH OF A TELEPHONE POLE, 75 FEET NORTH OF THE CENTER OF A
 FE1315'FARM GATE AND AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 FE1315'25 FEET SOUTHWEST OF THE WEST END OF A 24-INCH TILE CULVERT
 FE1315'UNDER THE GRAVEL ROAD, 2 FEET WEST OF A WIRE FENCE, 1 1/2 FEET
 FE1315'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1315'PROJECTING 7 INCHES.
 FE1315
 FE1315                          STATION RECOVERY (1974)
 FE1315
 FE1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1323 ***********************************************************************
 FE1323  DESIGNATION -  84 16 6
 FE1323  PID         -  FE1323
 FE1323  STATE/COUNTY-  TN/TIPTON
 FE1323  USGS QUAD   -  MUNFORD (1983)
 FE1323
 FE1323                         *CURRENT SURVEY CONTROL
 FE1323  ___________________________________________________________________
 FE1323* NAD 83(1995)-  35 26 56.98979(N)    089 49 16.27039(W)     ADJUSTED  
 FE1323* NAVD 88     -       131.483  (meters)     431.37   (feet)  ADJUSTED  
 FE1323  ___________________________________________________________________
 FE1323  X           -      16,234.120 (meters)                     COMP
 FE1323  Y           -  -5,201,744.047 (meters)                     COMP
 FE1323  Z           -   3,678,635.173 (meters)                     COMP
 FE1323  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FE1323  ELLIP HEIGHT-         104.23  (meters)          (05/31/05) GPS OBS
 FE1323  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1323  DYNAMIC HT  -         131.368 (meters)     431.00  (feet)  COMP
 FE1323  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 FE1323
 FE1323  HORZ ORDER  -  FIRST
 FE1323  VERT ORDER  -  FIRST     CLASS I
 FE1323  ELLP ORDER  -  FOURTH    CLASS II
 FE1323
 FE1323.The horizontal coordinates were established by GPS observations
 FE1323.and adjusted by the National Geodetic Survey in May 2005..
 FE1323
 FE1323.The orthometric height was determined by differential leveling
 FE1323.and adjusted by the National Geodetic Survey in June 1991..
 FE1323
 FE1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1323
 FE1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1323
 FE1323.The ellipsoidal height was determined by GPS observations
 FE1323.and is referenced to NAD 83.
 FE1323
 FE1323.The geoid height was determined by GEOID03.
 FE1323
 FE1323.The dynamic height is computed by dividing the NAVD 88
 FE1323.geopotential number by the normal gravity value computed on the
 FE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1323.degrees latitude (g = 980.6199 gals.).
 FE1323
 FE1323.The modeled gravity was interpolated from observed gravity values.
 FE1323
 FE1323;                    North         East     Units Scale Factor Converg.
 FE1323;SPC TN       -   130,572.243   253,186.051   MT  0.99997083   -2 14 13.5
 FE1323;SPC TN       -   428,385.77    830,661.24   sFT  0.99997083   -2 14 13.5
 FE1323;UTM  16      - 3,926,513.409   243,942.629   MT  1.00040806   -1 38 13.6
 FE1323
 FE1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1323!SPC TN       -   0.99998364  x   0.99997083  =   0.99995447
 FE1323!UTM  16      -   0.99998364  x   1.00040806  =   1.00039169
 FE1323
 FE1323                          SUPERSEDED SURVEY CONTROL
 FE1323
 FE1323  NAVD 88 (05/31/05)  131.48   (m)          431.4    (f) LEVELING    3  
 FE1323  NGVD 29 (??/??/??)  131.457  (m)          431.29   (f) ADJUSTED    1 1
 FE1323
 FE1323.Superseded values are not recommended for survey control.
 FE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1323.See file dsdata.txt to determine how the superseded data were derived.
 FE1323
 FE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4394326513(NAD 83)
 FE1323_MARKER: DD = SURVEY DISK
 FE1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1323_STAMPING: 84-16-6
 FE1323_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1323+STABILITY: SURFACE MOTION
 FE1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1323+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 FE1323
 FE1323  HISTORY     - Date     Condition        Report By
 FE1323  HISTORY     - UNK      MONUMENTED       TNDG
 FE1323  HISTORY     - 1974     GOOD             NGS
 FE1323  HISTORY     - 20021003 GOOD             USACE
 FE1323  HISTORY     - 20030707 GOOD             EMCINC
 FE1323
 FE1323                          STATION DESCRIPTION
 FE1323
 FE1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1323'0.4 MI W FROM MUNFORD.
 FE1323'ABOUT 0.35 MILE WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1323'PRESBYTERIAN CHURCH AT MUNFORD, 46 FEET WEST-SOUTHWEST OF THE
 FE1323'CENTER LINE OF A CURVE IN ROAD, WITH A PRIVATE PAVED ROAD LEADING
 FE1323'WEST FROM CURVE, 84 1/2 FEET WEST-NORTHWEST OF AND ACROSS ROAD
 FE1323'FROM A FIRE HYDRANT, 25.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FE1323'OF WHITE FRAME HOUSE 351, 3 FEET ABOVE ROAD AND IN THE TOP OF A
 FE1323'CONCRETE POST FLUSH WITH THE GROUND.
 FE1323
 FE1323                          STATION RECOVERY (2002)
 FE1323
 FE1323'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1323'CHANGE TO DESCRIPTION.
 FE1323'HOUSE ADDRESS AT MARK IS 225 W. MAIN ST.
 FE1323
 FE1323                          STATION RECOVERY (2003)
 FE1323
 FE1323'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0491 ***********************************************************************
 FC0491  DESIGNATION -  840.00
 FC0491  PID         -  FC0491
 FC0491  STATE/COUNTY-  TN/MCMINN
 FC0491  USGS QUAD   -  ETOWAH (1975)
 FC0491
 FC0491                         *CURRENT SURVEY CONTROL
 FC0491  ___________________________________________________________________
 FC0491* NAD 83(1986)-  35 20 49.     (N)    084 31 09.     (W)     SCALED    
 FC0491* NAVD 88     -       255.58   (+/-2cm)     838.5    (feet)  VERTCON   
 FC0491  ___________________________________________________________________
 FC0491  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0491
 FC0491  VERT ORDER  -  ? (See Below)
 FC0491
 FC0491.The horizontal coordinates were scaled from a topographic map and have
 FC0491.an estimated accuracy of +/- 6 seconds.
 FC0491
 FC0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0491.The vertical order pertains to the NGVD 29 superseded value.
 FC0491
 FC0491.The geoid height was determined by GEOID03.
 FC0491
 FC0491;                    North         East    Units  Estimated Accuracy
 FC0491;SPC TN       -   113,480.      734,600.      MT  (+/- 180 meters Scaled)
 FC0491
 FC0491                          SUPERSEDED SURVEY CONTROL
 FC0491
 FC0491  NGVD 29 (??/??/92)  255.655  (m)          838.76   (f) ADJ UNCH    ?  
 FC0491
 FC0491.Superseded values are not recommended for survey control.
 FC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0491.See file dsdata.txt to determine how the superseded data were derived.
 FC0491
 FC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE254143(NAD 83)
 FC0491_MARKER: Q = CHISELED SQUARE
 FC0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0491_SP_SET: BRIDGE
 FC0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0491
 FC0491  HISTORY     - Date     Condition        Report By
 FC0491  HISTORY     - UNK      MONUMENTED       USGS
 FC0491  HISTORY     - 1949     GOOD             NGS
 FC0491
 FC0491                          STATION DESCRIPTION
 FC0491
 FC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0491'1.8 MI N FROM ETOWAH.
 FC0491'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0491'ETOWAH, MC MINN COUNTY, 0.3 MILE NORTH OF MILEPOST L 333, 6
 FC0491'FEET EAST OF THE EAST RAIL, AND ON THE TOP OF THE EAST CONCRETE
 FC0491'WINGWALL OF THE TOP BRIDGE SEAT OF BRIDGE 116.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1848 ***********************************************************************
 FB1848  DESIGNATION -  841.3
 FB1848  PID         -  FB1848
 FB1848  STATE/COUNTY-  TN/KNOX
 FB1848  USGS QUAD   -  SHOOKS GAP (1987)
 FB1848
 FB1848                         *CURRENT SURVEY CONTROL
 FB1848  ___________________________________________________________________
 FB1848* NAD 83(1986)-  35 56 26.     (N)    083 50 13.     (W)     SCALED    
 FB1848* NAVD 88     -       256.18   (+/-2cm)     840.5    (feet)  VERTCON   
 FB1848  ___________________________________________________________________
 FB1848  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1848
 FB1848  VERT ORDER  -  ? (See Below)
 FB1848
 FB1848.The horizontal coordinates were scaled from a topographic map and have
 FB1848.an estimated accuracy of +/- 6 seconds.
 FB1848
 FB1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1848.The vertical order pertains to the NGVD 29 superseded value.
 FB1848
 FB1848.The geoid height was determined by GEOID03.
 FB1848
 FB1848;                    North         East    Units  Estimated Accuracy
 FB1848;SPC TN       -   180,480.      795,150.      MT  (+/- 180 meters Scaled)
 FB1848
 FB1848                          SUPERSEDED SURVEY CONTROL
 FB1848
 FB1848  NGVD 29 (??/??/92)  256.318  (m)          840.94   (f) ADJ UNCH    ?  
 FB1848
 FB1848.Superseded values are not recommended for survey control.
 FB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1848.See file dsdata.txt to determine how the superseded data were derived.
 FB1848
 FB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV440810(NAD 83)
 FB1848_MARKER: N = NAIL
 FB1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1848_SP_SET: TREE
 FB1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1848
 FB1848  HISTORY     - Date     Condition        Report By
 FB1848  HISTORY     - UNK      MONUMENTED       USGS
 FB1848  HISTORY     - 1936     GOOD             USGS
 FB1848
 FB1848                          STATION DESCRIPTION
 FB1848
 FB1848'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1848'1.6 MI SW FROM MARBLEDALE.
 FB1848'1.6 MILES (AIRLINE) SOUTHWEST OF MARBLEDALE, 0.4 MILE SOUTH OF THE
 FB1848'MAIN ENTRANCE TO ASBURY CEMETERY, 0.2 MILE NORTH OF FRENCH BROAD
 FB1848'RIVER, 180 FEET NORTH AND 14 FEET EAST OF A FENCE CORNER, 20
 FB1848'FEET EAST OF A LANE, AT A WILD CHERRY TREE, AND IN A ROOT ON THE
 FB1848'NORTH SIDE OF THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM
 FB1848'841.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1861 ***********************************************************************
 FB1861  DESIGNATION -  844.4
 FB1861  PID         -  FB1861
 FB1861  STATE/COUNTY-  TN/KNOX
 FB1861  USGS QUAD   -  SHOOKS GAP (1987)
 FB1861
 FB1861                         *CURRENT SURVEY CONTROL
 FB1861  ___________________________________________________________________
 FB1861* NAD 83(1986)-  35 59 07.     (N)    083 51 42.     (W)     SCALED    
 FB1861* NAVD 88     -       257.12   (+/-2cm)     843.6    (feet)  VERTCON   
 FB1861  ___________________________________________________________________
 FB1861  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1861
 FB1861  VERT ORDER  -  ? (See Below)
 FB1861
 FB1861.The horizontal coordinates were scaled from a topographic map and have
 FB1861.an estimated accuracy of +/- 6 seconds.
 FB1861
 FB1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1861.The vertical order pertains to the NGVD 29 superseded value.
 FB1861
 FB1861.The geoid height was determined by GEOID03.
 FB1861
 FB1861;                    North         East    Units  Estimated Accuracy
 FB1861;SPC TN       -   185,390.      792,810.      MT  (+/- 180 meters Scaled)
 FB1861
 FB1861                          SUPERSEDED SURVEY CONTROL
 FB1861
 FB1861  NGVD 29 (??/??/92)  257.258  (m)          844.02   (f) ADJ UNCH    ?  
 FB1861
 FB1861.Superseded values are not recommended for survey control.
 FB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1861.See file dsdata.txt to determine how the superseded data were derived.
 FB1861
 FB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420861(NAD 83)
 FB1861_MARKER: Q = CHISELED SQUARE
 FB1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1861_SP_SET: BRIDGE
 FB1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1861
 FB1861  HISTORY     - Date     Condition        Report By
 FB1861  HISTORY     - UNK      MONUMENTED       USGS
 FB1861  HISTORY     - 1936     GOOD             USGS
 FB1861
 FB1861                          STATION DESCRIPTION
 FB1861
 FB1861'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1861'1.6 MI S FROM KNOXVILLE.
 FB1861'1.6 MILES SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL,
 FB1861'NEAR THE EAST EDGE OF KNOXVILLE, 70 FEET SOUTHWEST OF HOLSTON HILLS
 FB1861'GATEWAY, AT A CONCRETE HIGHWAY BRIDGE, AND ON THE NORTH END
 FB1861'OF THE EAST GUARDRAIL.  A CHISELED SQUARE, PAINTED USBM 844.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1847 ***********************************************************************
 FB1847  DESIGNATION -  845.5
 FB1847  PID         -  FB1847
 FB1847  STATE/COUNTY-  TN/KNOX
 FB1847  USGS QUAD   -  SHOOKS GAP (1987)
 FB1847
 FB1847                         *CURRENT SURVEY CONTROL
 FB1847  ___________________________________________________________________
 FB1847* NAD 83(1986)-  35 55 37.     (N)    083 49 40.     (W)     SCALED    
 FB1847* NAVD 88     -       257.46   (+/-2cm)     844.7    (feet)  VERTCON   
 FB1847  ___________________________________________________________________
 FB1847  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1847
 FB1847  VERT ORDER  -  ? (See Below)
 FB1847
 FB1847.The horizontal coordinates were scaled from a topographic map and have
 FB1847.an estimated accuracy of +/- 6 seconds.
 FB1847
 FB1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1847.The vertical order pertains to the NGVD 29 superseded value.
 FB1847
 FB1847.The geoid height was determined by GEOID03.
 FB1847
 FB1847;                    North         East    Units  Estimated Accuracy
 FB1847;SPC TN       -   178,990.      796,010.      MT  (+/- 180 meters Scaled)
 FB1847
 FB1847                          SUPERSEDED SURVEY CONTROL
 FB1847
 FB1847  NGVD 29 (??/??/92)  257.599  (m)          845.14   (f) ADJ UNCH    ?  
 FB1847
 FB1847.Superseded values are not recommended for survey control.
 FB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1847.See file dsdata.txt to determine how the superseded data were derived.
 FB1847
 FB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV448795(NAD 83)
 FB1847_MARKER: N = NAIL
 FB1847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1847_SP_SET: TREE
 FB1847_STAMPING: USBM 845.5
 FB1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1847
 FB1847  HISTORY     - Date     Condition        Report By
 FB1847  HISTORY     - UNK      MONUMENTED       USGS
 FB1847  HISTORY     - 1936     GOOD             USGS
 FB1847
 FB1847                          STATION DESCRIPTION
 FB1847
 FB1847'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1847'6.8 MI SE FROM KNOXVILLE.
 FB1847'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1847'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.3 MILE
 FB1847'NORTHEAST ALONG THE KIMBERLIN HEIGHTS ROAD, AND THENCE 0.7 MILE
 FB1847'NORTHEAST ALONG THE BURNETT CREEK PIKE, AT THE JUNCTION OF A ROAD
 FB1847'LEADING WEST, 20 FEET SOUTHWEST OF THE SIDE ROAD, AT AN 18-INCH
 FB1847'SILVER POPLAR TREE, AND IN A ROOT ON THE NORTH SIDE OF THE TREE.
 FB1847'A COPPER NAIL AND WASHER, PAINTED USBM 845.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1854 ***********************************************************************
 FB1854  DESIGNATION -  845.7
 FB1854  PID         -  FB1854
 FB1854  STATE/COUNTY-  TN/KNOX
 FB1854  USGS QUAD   -  SHOOKS GAP (1987)
 FB1854
 FB1854                         *CURRENT SURVEY CONTROL
 FB1854  ___________________________________________________________________
 FB1854* NAD 83(1986)-  35 58 04.     (N)    083 50 42.     (W)     SCALED    
 FB1854* NAVD 88     -       257.50   (+/-2cm)     844.8    (feet)  VERTCON   
 FB1854  ___________________________________________________________________
 FB1854  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1854
 FB1854  VERT ORDER  -  ? (See Below)
 FB1854
 FB1854.The horizontal coordinates were scaled from a topographic map and have
 FB1854.an estimated accuracy of +/- 6 seconds.
 FB1854
 FB1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1854.The vertical order pertains to the NGVD 29 superseded value.
 FB1854
 FB1854.The geoid height was determined by GEOID03.
 FB1854
 FB1854;                    North         East    Units  Estimated Accuracy
 FB1854;SPC TN       -   183,480.      794,360.      MT  (+/- 180 meters Scaled)
 FB1854
 FB1854                          SUPERSEDED SURVEY CONTROL
 FB1854
 FB1854  NGVD 29 (??/??/92)  257.638  (m)          845.27   (f) ADJ UNCH    ?  
 FB1854
 FB1854.Superseded values are not recommended for survey control.
 FB1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1854.See file dsdata.txt to determine how the superseded data were derived.
 FB1854
 FB1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434841(NAD 83)
 FB1854_MARKER: Q = CHISELED SQUARE
 FB1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1854_SP_SET: CULVERT
 FB1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1854
 FB1854  HISTORY     - Date     Condition        Report By
 FB1854  HISTORY     - UNK      MONUMENTED       USGS
 FB1854  HISTORY     - 1936     GOOD             USGS
 FB1854
 FB1854                          STATION DESCRIPTION
 FB1854
 FB1854'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1854'1.5 MI NW FROM MARBLEDALE.
 FB1854'1.5 MILES (AIRLINE) NORTHWEST OF MARBLEDALE, 0.7 MILE NORTH ALONG
 FB1854'OLD DANDRIDGE PIKE FROM THE EAST APPROACH OF THE SOUTHERN RAILWAY
 FB1854'BRIDGE OVER HOLSTON RIVER, AT A CONCRETE CULVERT UNDER THE PIKE,
 FB1854'AND ON THE EAST HEADWALL.  A CHISELED SQUARE, PAINTED USBM 845.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0582 ***********************************************************************
 GB0582  DESIGNATION -  848.3
 GB0582  PID         -  GB0582
 GB0582  STATE/COUNTY-  TN/ANDERSON
 GB0582  USGS QUAD   -  LAKE CITY (1973)
 GB0582
 GB0582                         *CURRENT SURVEY CONTROL
 GB0582  ___________________________________________________________________
 GB0582* NAD 83(1986)-  36 09 50.     (N)    084 07 47.     (W)     SCALED    
 GB0582* NAVD 88     -       258.332  (meters)     847.54   (feet)  ADJUSTED  
 GB0582  ___________________________________________________________________
 GB0582  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0582  DYNAMIC HT  -         258.099 (meters)     846.78  (feet)  COMP
 GB0582  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 GB0582
 GB0582  VERT ORDER  -  SECOND    CLASS 0
 GB0582
 GB0582.The horizontal coordinates were scaled from a topographic map and have
 GB0582.an estimated accuracy of +/- 6 seconds.
 GB0582
 GB0582.The orthometric height was determined by differential leveling
 GB0582.and adjusted by the National Geodetic Survey in June 1991..
 GB0582
 GB0582.The geoid height was determined by GEOID03.
 GB0582
 GB0582.The dynamic height is computed by dividing the NAVD 88
 GB0582.geopotential number by the normal gravity value computed on the
 GB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0582.degrees latitude (g = 980.6199 gals.).
 GB0582
 GB0582.The modeled gravity was interpolated from observed gravity values.
 GB0582
 GB0582;                    North         East    Units  Estimated Accuracy
 GB0582;SPC TN       -   204,710.      768,270.      MT  (+/- 180 meters Scaled)
 GB0582
 GB0582                          SUPERSEDED SURVEY CONTROL
 GB0582
 GB0582  NGVD 29 (??/??/92)  258.468  (m)          847.99   (f) ADJ UNCH    2 0
 GB0582
 GB0582.Superseded values are not recommended for survey control.
 GB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0582.See file dsdata.txt to determine how the superseded data were derived.
 GB0582
 GB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581059(NAD 83)
 GB0582_MARKER: DD = SURVEY DISK
 GB0582_SETTING: 66 = SET IN ROCK OUTCROP
 GB0582_SP_SET: ROCK CUT
 GB0582_STAMPING: TENN
 GB0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0582+STABILITY: POSITION/ELEVATION WELL
 GB0582
 GB0582  HISTORY     - Date     Condition        Report By
 GB0582  HISTORY     - UNK      MONUMENTED       USGS
 GB0582  HISTORY     - 1934     GOOD             NGS
 GB0582
 GB0582                          STATION DESCRIPTION
 GB0582
 GB0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0582'4.3 MI S FROM COAL CREEK.
 GB0582'4.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0582'ANDERSON COUNTY, 0.3 MILE SOUTH OF OFFUTT, ON THE BANK OF
 GB0582'CLINCH RIVER, 50 FEET SOUTH OF A SWITCH STAND, 12 FEET EAST OF
 GB0582'THE TRACK, AND IN THE EAST BANK OF A CUT.  A UNITED STATES
 GB0582'GEOLOGICAL SURVEY STANDARD DISK.  NOTE-- THE ROD WAS HELD
 GB0582'ABOUT 1/2 INCH ABOVE THE CENTER OF THE DISK IN A GROOVE IN
 GB0582'WHICH IS STAMPED TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2082 ***********************************************************************
 FB2082  DESIGNATION -  848.6
 FB2082  PID         -  FB2082
 FB2082  STATE/COUNTY-  TN/KNOX
 FB2082  USGS QUAD   -  SHOOKS GAP (1987)
 FB2082
 FB2082                         *CURRENT SURVEY CONTROL
 FB2082  ___________________________________________________________________
 FB2082* NAD 83(1986)-  35 56 40.     (N)    083 51 44.     (W)     SCALED    
 FB2082* NAVD 88     -       258.42   (+/-2cm)     847.8    (feet)  VERTCON   
 FB2082  ___________________________________________________________________
 FB2082  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2082
 FB2082  VERT ORDER  -  ? (See Below)
 FB2082
 FB2082.The horizontal coordinates were scaled from a topographic map and have
 FB2082.an estimated accuracy of +/- 6 seconds.
 FB2082
 FB2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2082.The vertical order pertains to the NGVD 29 superseded value.
 FB2082
 FB2082.The geoid height was determined by GEOID03.
 FB2082
 FB2082;                    North         East    Units  Estimated Accuracy
 FB2082;SPC TN       -   180,860.      792,860.      MT  (+/- 180 meters Scaled)
 FB2082
 FB2082                          SUPERSEDED SURVEY CONTROL
 FB2082
 FB2082  NGVD 29 (??/??/92)  258.564  (m)          848.31   (f) ADJ UNCH    ?  
 FB2082
 FB2082.Superseded values are not recommended for survey control.
 FB2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2082.See file dsdata.txt to determine how the superseded data were derived.
 FB2082
 FB2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418815(NAD 83)
 FB2082_MARKER: Q = CHISELED SQUARE
 FB2082_SETTING: 66 = SET IN ROCK OUTCROP
 FB2082_SP_SET: ROCK OUTCROP
 FB2082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2082+STABILITY: POSITION/ELEVATION WELL
 FB2082
 FB2082  HISTORY     - Date     Condition        Report By
 FB2082  HISTORY     - UNK      MONUMENTED       USGS
 FB2082  HISTORY     - 1936     GOOD             USGS
 FB2082
 FB2082                          STATION DESCRIPTION
 FB2082
 FB2082'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2082'4.8 MI E FROM KNOXVILLE.
 FB2082'4.8 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, 20
 FB2082'FEET EAST OF ISLAND HOME PIKE, 16 FEET NORTH AND 6 FEET EAST OF A
 FB2082'FENCE CORNER, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED
 FB2082'SQUARE, PAINTED USBM 848.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2608 ***********************************************************************
 AJ2608  DESIGNATION -  85
 AJ2608  PID         -  AJ2608
 AJ2608  STATE/COUNTY-  TN/SHELBY
 AJ2608  USGS QUAD   -  ELLENDALE (1993)
 AJ2608
 AJ2608                         *CURRENT SURVEY CONTROL
 AJ2608  ___________________________________________________________________
 AJ2608* NAD 83(1995)-  35 10 49.77038(N)    089 49 07.14390(W)     ADJUSTED  
 AJ2608* NAVD 88     -        90.94   (meters)     298.4    (feet)  LEVELING  
 AJ2608  ___________________________________________________________________
 AJ2608  X           -      16,518.713 (meters)                     COMP
 AJ2608  Y           -  -5,218,941.421 (meters)                     COMP
 AJ2608  Z           -   3,654,288.226 (meters)                     COMP
 AJ2608  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2608  ELLIP HEIGHT-          63.53  (meters)          (04/26/01) GPS OBS
 AJ2608  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2608
 AJ2608  HORZ ORDER  -  FIRST
 AJ2608  VERT ORDER  -  THIRD ?
 AJ2608  ELLP ORDER  -  FOURTH    CLASS I
 AJ2608
 AJ2608.The horizontal coordinates were established by GPS observations
 AJ2608.and adjusted by the National Geodetic Survey in April 2001..
 AJ2608
 AJ2608.The orthometric height was determined by differential leveling.
 AJ2608.The vertical network tie was performed by a horz. field party for horz.
 AJ2608.obs reductions. Reset procedures were used to establish the elevation.
 AJ2608
 AJ2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2608
 AJ2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2608
 AJ2608.The ellipsoidal height was determined by GPS observations
 AJ2608.and is referenced to NAD 83.
 AJ2608
 AJ2608.The geoid height was determined by GEOID03.
 AJ2608
 AJ2608;                    North         East     Units Scale Factor Converg.
 AJ2608;SPC TN       -   100,778.061   252,253.264   MT  1.00001299   -2 14 08.1
 AJ2608;SPC TN       -   330,636.02    827,600.92   sFT  1.00001299   -2 14 08.1
 AJ2608;UTM  16      - 3,896,698.519   243,324.408   MT  1.00041202   -1 37 29.5
 AJ2608
 AJ2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2608!SPC TN       -   0.99999003  x   1.00001299  =   1.00000302
 AJ2608!UTM  16      -   0.99999003  x   1.00041202  =   1.00040204
 AJ2608
 AJ2608                          SUPERSEDED SURVEY CONTROL
 AJ2608
 AJ2608.No superseded survey control is available for this station.
 AJ2608
 AJ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4332496699(NAD 83)
 AJ2608_MARKER: DD = SURVEY DISK
 AJ2608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2608+WITH SETTING: INFORMATION.
 AJ2608_STAMPING: 085
 AJ2608_MARK LOGO: MLGW  
 AJ2608_PROJECTION: FLUSH
 AJ2608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2608+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2608_ROD/PIPE-DEPTH:  0.8 meters
 AJ2608
 AJ2608  HISTORY     - Date     Condition        Report By
 AJ2608  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2608
 AJ2608                          STATION DESCRIPTION
 AJ2608
 AJ2608'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2608'THE STATION IS LOCATED IN EAST SHELBY COUNTY IN THE CORDOVA COMMUNITY.
 AJ2608'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 (I-40) AND
 AJ2608'APPLING ROAD PROCEED SOUTH ON APPLING ROAD APPROXIMATELY 0.40 MILE
 AJ2608'(0.64 KM) TO GOODLETT FARMS PARKWAY.  TURN RIGHT AND GO WEST ON
 AJ2608'GOODLETT FARMS PARKWAY APPROXIMATELY 0.22 MILE (0.35 KM) TO GARRETT
 AJ2608'RIDGE ROAD.  THE STATION IS ON THE RIGHT.
 AJ2608'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2608'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2608'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 431.00 FEET (131.37 M)
 AJ2608'WEST OF THE CENTERLINE OF GARRET RIDGE ROAD, ACROSS THE STREET FROM
 AJ2608'ADDRESS 7275 GOODLETT FARMS PARKWAY, 85.80 FEET (26.15 M) NORTHEAST OF
 AJ2608'A FIRE HYDRANT, 47.50 FEET (14.48 M) NORTH OF THE CENTERLINE OF
 AJ2608'GOODLETT FARMS PARKWAY.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2608'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2399 ***********************************************************************
 GA2399  DESIGNATION -  853.9
 GA2399  PID         -  GA2399
 GA2399  STATE/COUNTY-  TN/KNOX
 GA2399  USGS QUAD   -  JOHN SEVIER (1992)
 GA2399
 GA2399                         *CURRENT SURVEY CONTROL
 GA2399  ___________________________________________________________________
 GA2399* NAD 83(1986)-  36 00 30.     (N)    083 51 06.     (W)     SCALED    
 GA2399* NAVD 88     -       259.98   (+/-2cm)     853.0    (feet)  VERTCON   
 GA2399  ___________________________________________________________________
 GA2399  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2399
 GA2399  VERT ORDER  -  ? (See Below)
 GA2399
 GA2399.The horizontal coordinates were scaled from a topographic map and have
 GA2399.an estimated accuracy of +/- 6 seconds.
 GA2399
 GA2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2399.The vertical order pertains to the NGVD 29 superseded value.
 GA2399
 GA2399.The geoid height was determined by GEOID03.
 GA2399
 GA2399;                    North         East    Units  Estimated Accuracy
 GA2399;SPC TN       -   187,970.      793,660.      MT  (+/- 180 meters Scaled)
 GA2399
 GA2399                          SUPERSEDED SURVEY CONTROL
 GA2399
 GA2399  NGVD 29 (??/??/92)  260.115  (m)          853.39   (f) ADJ UNCH    ?  
 GA2399
 GA2399.Superseded values are not recommended for survey control.
 GA2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2399.See file dsdata.txt to determine how the superseded data were derived.
 GA2399
 GA2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV429886(NAD 83)
 GA2399_MARKER: Q = CHISELED SQUARE
 GA2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2399_SP_SET: CULVERT
 GA2399_STAMPING: USBM 853.9
 GA2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2399
 GA2399  HISTORY     - Date     Condition        Report By
 GA2399  HISTORY     - UNK      MONUMENTED       USGS
 GA2399  HISTORY     - 1936     GOOD             USGS
 GA2399
 GA2399                          STATION DESCRIPTION
 GA2399
 GA2399'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GA2399'0.6 MI N FROM CHILHOWEE SCHOOL.
 GA2399'IN KNOX COUNTY, 0.6 MILE NORTH ALONG CHILHOWEE BOULEVARD FROM THE
 GA2399'INTERSECTION OF THE ANDREW JOHNSON HIGHWAY (U.S. HIGHWAY 70)
 GA2399'AT CHILHOWEE SCHOOL, AT A CONCRETE CULVERT, AND ON THE TOP OF
 GA2399'THE NORTH END OF THE EAST HEADWALL.  A CHISELED SQUARE, PAINTED
 GA2399'USBM 853.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1774 ***********************************************************************
 FB1774  DESIGNATION -  857.7
 FB1774  PID         -  FB1774
 FB1774  STATE/COUNTY-  TN/BLOUNT
 FB1774  USGS QUAD   -  CALDERWOOD (1964)
 FB1774
 FB1774                         *CURRENT SURVEY CONTROL
 FB1774  ___________________________________________________________________
 FB1774* NAD 83(1986)-  35 33 21.     (N)    083 59 59.     (W)     SCALED    
 FB1774* NAVD 88     -       261.39   (+/-2cm)     857.6    (feet)  VERTCON   
 FB1774  ___________________________________________________________________
 FB1774  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FB1774
 FB1774  VERT ORDER  -  ? (See Below)
 FB1774
 FB1774.The horizontal coordinates were scaled from a topographic map and have
 FB1774.an estimated accuracy of +/- 6 seconds.
 FB1774
 FB1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1774.The vertical order pertains to the NGVD 29 superseded value.
 FB1774
 FB1774.The geoid height was determined by GEOID03.
 FB1774
 FB1774;                    North         East    Units  Estimated Accuracy
 FB1774;SPC TN       -   137,490.      781,340.      MT  (+/- 180 meters Scaled)
 FB1774
 FB1774                          SUPERSEDED SURVEY CONTROL
 FB1774
 FB1774  NGVD 29 (??/??/92)  261.509  (m)          857.97   (f) ADJ UNCH    ?  
 FB1774
 FB1774.Superseded values are not recommended for survey control.
 FB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1774.See file dsdata.txt to determine how the superseded data were derived.
 FB1774
 FB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV280388(NAD 83)
 FB1774_MARKER: X = CHISELED CROSS
 FB1774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1774_SP_SET: BRIDGE
 FB1774_STAMPING: US IBM 857.7
 FB1774_MARK LOGO: USE   
 FB1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1774
 FB1774  HISTORY     - Date     Condition        Report By
 FB1774  HISTORY     - UNK      MONUMENTED       DOD
 FB1774  HISTORY     - 1934     GOOD             NGS
 FB1774  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1774
 FB1774                          STATION DESCRIPTION
 FB1774
 FB1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1774'0.6 MI S FROM CHILHOWEE.
 FB1774'0.6 MILE SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM CHILHOWEE,
 FB1774'BLOUNT COUNTY, AT A RAILWAY BRIDGE OVER ABRAM CREEK, ON THE
 FB1774'SOUTHWEST END OF THE NORTHWEST PIER, 15 FEET NORTHEAST OF A
 FB1774'HIGHWAY BRIDGE, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A CHISELED
 FB1774'CROSS, SURROUNDED BY THE PAINTED LETTERS, U.S. IBM 857.7.
 FB1774
 FB1774                          STATION RECOVERY (1983)
 FB1774
 FB1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1774'NOT RECOVERED, THE RAILROAD NO LONGER EXISTS IN THIS AREA AND PERSONS
 FB1774'CONTACTED PLACE IT IN THE CHILHOWEE LAKE, MARK SHOULD BE CONSIDERED
 FB1774'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1846 ***********************************************************************
 FB1846  DESIGNATION -  859.0
 FB1846  PID         -  FB1846
 FB1846  STATE/COUNTY-  TN/KNOX
 FB1846  USGS QUAD   -  SHOOKS GAP (1987)
 FB1846
 FB1846                         *CURRENT SURVEY CONTROL
 FB1846  ___________________________________________________________________
 FB1846* NAD 83(1986)-  35 55 16.     (N)    083 49 36.     (W)     SCALED    
 FB1846* NAVD 88     -       261.58   (+/-2cm)     858.2    (feet)  VERTCON   
 FB1846  ___________________________________________________________________
 FB1846  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1846
 FB1846  VERT ORDER  -  ? (See Below)
 FB1846
 FB1846.The horizontal coordinates were scaled from a topographic map and have
 FB1846.an estimated accuracy of +/- 6 seconds.
 FB1846
 FB1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1846.The vertical order pertains to the NGVD 29 superseded value.
 FB1846
 FB1846.The geoid height was determined by GEOID03.
 FB1846
 FB1846;                    North         East    Units  Estimated Accuracy
 FB1846;SPC TN       -   178,340.      796,130.      MT  (+/- 180 meters Scaled)
 FB1846
 FB1846                          SUPERSEDED SURVEY CONTROL
 FB1846
 FB1846  NGVD 29 (??/??/92)  261.721  (m)          858.66   (f) ADJ UNCH    ?  
 FB1846
 FB1846.Superseded values are not recommended for survey control.
 FB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1846.See file dsdata.txt to determine how the superseded data were derived.
 FB1846
 FB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV449788(NAD 83)
 FB1846_MARKER: Q = CHISELED SQUARE
 FB1846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1846_SP_SET: BRIDGE
 FB1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1846
 FB1846  HISTORY     - Date     Condition        Report By
 FB1846  HISTORY     - UNK      MONUMENTED       USGS
 FB1846  HISTORY     - 1936     GOOD             USGS
 FB1846
 FB1846                          STATION DESCRIPTION
 FB1846
 FB1846'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1846'6.8 MI SE FROM KNOXVILLE.
 FB1846'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1846'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.3 MILE
 FB1846'NORTHEAST ALONG THE KIMBERLIN HEIGHTS ROAD, AND THENCE 0.3 MILE
 FB1846'NORTH ALONG THE BURNETT CREEK PIKE, AT A CONCRETE HIGHWAY BRIDGE
 FB1846'OVER BURNETT CREEK, AT THE WEST ABUTMENT, AND ON THE SOUTH PARAPET
 FB1846'WALL.  A CHISELED SQUARE, PAINTED USBM 859.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2609 ***********************************************************************
 AJ2609  DESIGNATION -  86
 AJ2609  PID         -  AJ2609
 AJ2609  STATE/COUNTY-  TN/SHELBY
 AJ2609  USGS QUAD   -  ELLENDALE (1993)
 AJ2609
 AJ2609                         *CURRENT SURVEY CONTROL
 AJ2609  ___________________________________________________________________
 AJ2609* NAD 83(1995)-  35 10 04.67276(N)    089 46 48.82035(W)     ADJUSTED  
 AJ2609* NAVD 88     -       100.20   (meters)     328.7    (feet)  LEVELING  
 AJ2609  ___________________________________________________________________
 AJ2609  X           -      20,021.691 (meters)                     COMP
 AJ2609  Y           -  -5,219,737.343 (meters)                     COMP
 AJ2609  Z           -   3,653,157.504 (meters)                     COMP
 AJ2609  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ2609  ELLIP HEIGHT-          72.77  (meters)          (04/26/01) GPS OBS
 AJ2609  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AJ2609
 AJ2609  HORZ ORDER  -  FIRST
 AJ2609  VERT ORDER  -  THIRD ?
 AJ2609  ELLP ORDER  -  FOURTH    CLASS I
 AJ2609
 AJ2609.The horizontal coordinates were established by GPS observations
 AJ2609.and adjusted by the National Geodetic Survey in April 2001..
 AJ2609
 AJ2609.The orthometric height was determined by differential leveling.
 AJ2609.The vertical network tie was performed by a horz. field party for horz.
 AJ2609.obs reductions. Reset procedures were used to establish the elevation.
 AJ2609
 AJ2609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2609
 AJ2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2609
 AJ2609.The ellipsoidal height was determined by GPS observations
 AJ2609.and is referenced to NAD 83.
 AJ2609
 AJ2609.The geoid height was determined by GEOID03.
 AJ2609
 AJ2609;                    North         East     Units Scale Factor Converg.
 AJ2609;SPC TN       -    99,253.432   255,696.868   MT  1.00001549   -2 12 47.1
 AJ2609;SPC TN       -   325,633.97    838,898.81   sFT  1.00001549   -2 12 47.1
 AJ2609;UTM  16      - 3,895,210.112   246,785.408   MT  1.00039027   -1 36 07.9
 AJ2609
 AJ2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2609!SPC TN       -   0.99998858  x   1.00001549  =   1.00000407
 AJ2609!UTM  16      -   0.99998858  x   1.00039027  =   1.00037884
 AJ2609
 AJ2609                          SUPERSEDED SURVEY CONTROL
 AJ2609
 AJ2609.No superseded survey control is available for this station.
 AJ2609
 AJ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4678595210(NAD 83)
 AJ2609_MARKER: DD = SURVEY DISK
 AJ2609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2609+WITH SETTING: INFORMATION.
 AJ2609_STAMPING: 086
 AJ2609_MARK LOGO: MLGW  
 AJ2609_PROJECTION: FLUSH
 AJ2609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2609+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 AJ2609_ROD/PIPE-DEPTH:  0.8 meters
 AJ2609
 AJ2609  HISTORY     - Date     Condition        Report By
 AJ2609  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2609  HISTORY     - 20030428 GOOD             TN1620
 AJ2609
 AJ2609                          STATION DESCRIPTION
 AJ2609
 AJ2609'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2609'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY IN THE CORDOVA
 AJ2609'COMMUNITY.
 AJ2609'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND DEXTER
 AJ2609'LANE PROCEED NORTH ON DEXTER LANE APPROXIMATELY 0.80 MILE (1.29 KM) TO
 AJ2609'RIVERWOODS FARMS PARKWAY.  THE STATION IS ON THE RIGHT.
 AJ2609'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2609'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED ON THE
 AJ2609'NORTHEAST CORNER OF DEXTER LANE AND RIVERWOODS FARMS PARKWAY IN THE
 AJ2609'CONCRETE SIDEWALK, 51.00 FEET (15.54 M) NORTH OF THE CENTERLINE OF
 AJ2609'RIVERWOOD FARMS PARKWAY, 38.30 FEET (11.67 M) NORTHWEST OF A TRAFFIC
 AJ2609'STOP SIGN, 25.40 FEET (7.74 M) EAST OF THE CENTERLINE OF DEXTER LANE,
 AJ2609'14.00 NORTH OF A HANDICAP RAMP.  THE CAP IS SET FLUSH WITH THE
 AJ2609'SIDEWALK.
 AJ2609
 AJ2609                          STATION RECOVERY (2003)
 AJ2609
 AJ2609'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0029 ***********************************************************************
 FC0029  DESIGNATION -  860 MC
 FC0029  PID         -  FC0029
 FC0029  STATE/COUNTY-  TN/LOUDON
 FC0029  USGS QUAD   -  PHILADELPHIA (1974)
 FC0029
 FC0029                         *CURRENT SURVEY CONTROL
 FC0029  ___________________________________________________________________
 FC0029* NAD 83(1986)-  35 40 42.     (N)    084 24 17.     (W)     SCALED    
 FC0029* NAVD 88     -       261.695  (meters)     858.58   (feet)  POSTED    
 FC0029  ___________________________________________________________________
 FC0029  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0029  DYNAMIC HT  -         261.440 (meters)     857.74  (feet)  COMP
 FC0029  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FC0029
 FC0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0029
 FC0029.The horizontal coordinates were scaled from a topographic map and have
 FC0029.an estimated accuracy of +/- 6 seconds.
 FC0029
 FC0029.The orthometric height was determined by differential leveling
 FC0029.and adjusted by the National Geodetic Survey in 1992..
 FC0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0029.rate of 0.0 thru 1.0 mm/km.
 FC0029
 FC0029.The geoid height was determined by GEOID03.
 FC0029
 FC0029.The dynamic height is computed by dividing the NAVD 88
 FC0029.geopotential number by the normal gravity value computed on the
 FC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0029.degrees latitude (g = 980.6199 gals.).
 FC0029
 FC0029.The modeled gravity was interpolated from observed gravity values.
 FC0029
 FC0029;                    North         East    Units  Estimated Accuracy
 FC0029;SPC TN       -   150,400.      744,410.      MT  (+/- 180 meters Scaled)
 FC0029
 FC0029                          SUPERSEDED SURVEY CONTROL
 FC0029
 FC0029  NGVD 29 (??/??/92)  261.776  (m)          858.84   (f) ADJ UNCH    1 2
 FC0029
 FC0029.Superseded values are not recommended for survey control.
 FC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0029.See file dsdata.txt to determine how the superseded data were derived.
 FC0029
 FC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348513(NAD 83)
 FC0029_MARKER: P = PIPE CAP
 FC0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FC0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FC0029_STAMPING: 858.968 MC
 FC0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0029
 FC0029  HISTORY     - Date     Condition        Report By
 FC0029  HISTORY     - UNK      MONUMENTED       USGS
 FC0029  HISTORY     - 1965     GOOD             NGS
 FC0029  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0029
 FC0029                          STATION DESCRIPTION
 FC0029
 FC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0029'AT PHILADELPHIA.
 FC0029'NOTE-- THE STATION HAS BEEN REMOVED AND THERE IS A SMALL PARK
 FC0029'IN THE AREA DESCRIBED.  AT PHILADELPHIA, LOUDON COUNTY, 2 FEET
 FC0029'SOUTHEAST OF THE SOUTHERN RAILWAY STATION, AND 32 FEET NORTHWEST
 FC0029'OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FC0029'CAP, STAMPED 858.968 MC AND RIVETED ON THE TOP OF AN IRON PIPE
 FC0029'FLUSH WITH THE GROUND.
 FC0029
 FC0029                          STATION RECOVERY (1968)
 FC0029
 FC0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1776 ***********************************************************************
 FB1776  DESIGNATION -  860.1
 FB1776  PID         -  FB1776
 FB1776  STATE/COUNTY-  TN/BLOUNT
 FB1776  USGS QUAD   -  CALDERWOOD (1964)
 FB1776
 FB1776                         *CURRENT SURVEY CONTROL
 FB1776  ___________________________________________________________________
 FB1776* NAD 83(1986)-  35 31 57.     (N)    083 59 30.     (W)     SCALED    
 FB1776* NAVD 88     -       262.252  (meters)     860.41   (feet)  ADJUSTED  
 FB1776  ___________________________________________________________________
 FB1776  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FB1776  DYNAMIC HT  -         261.997 (meters)     859.57  (feet)  COMP
 FB1776  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 FB1776
 FB1776  VERT ORDER  -  FIRST     CLASS II
 FB1776
 FB1776.The horizontal coordinates were scaled from a topographic map and have
 FB1776.an estimated accuracy of +/- 6 seconds.
 FB1776
 FB1776.The orthometric height was determined by differential leveling
 FB1776.and adjusted by the National Geodetic Survey in June 1991..
 FB1776
 FB1776.The geoid height was determined by GEOID03.
 FB1776
 FB1776.The dynamic height is computed by dividing the NAVD 88
 FB1776.geopotential number by the normal gravity value computed on the
 FB1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1776.degrees latitude (g = 980.6199 gals.).
 FB1776
 FB1776.The modeled gravity was interpolated from observed gravity values.
 FB1776
 FB1776;                    North         East    Units  Estimated Accuracy
 FB1776;SPC TN       -   134,920.      782,120.      MT  (+/- 180 meters Scaled)
 FB1776
 FB1776                          SUPERSEDED SURVEY CONTROL
 FB1776
 FB1776  NGVD 29 (??/??/92)  262.366  (m)          860.78   (f) ADJ UNCH    1 2
 FB1776
 FB1776.Superseded values are not recommended for survey control.
 FB1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1776.See file dsdata.txt to determine how the superseded data were derived.
 FB1776
 FB1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV287362(NAD 83)
 FB1776_MARKER: Q = CHISELED SQUARE
 FB1776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1776_SP_SET: BRIDGE
 FB1776_MARK LOGO: USE   
 FB1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1776
 FB1776  HISTORY     - Date     Condition        Report By
 FB1776  HISTORY     - UNK      MONUMENTED       DOD
 FB1776  HISTORY     - 1943     GOOD             NGS
 FB1776  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1776
 FB1776                          STATION DESCRIPTION
 FB1776
 FB1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1776'AT WILHAM.
 FB1776'SUGGESTED NEW DESCRIPTION-- AT WILHAM, ABOUT 135 FEET EAST OF THE
 FB1776'CENTERLINE OF U.S. HIGHWAY 129 MEASURED AT RIGHT ANGLES FROM A
 FB1776'POINT IN THE SAID CENTERLINE 50 FEET NORTH OF THE NORTH END OF
 FB1776'THE CONCRETE HIGHWAY BRIDGE OVER SHOP CREEK, 52 FEET NORTH OF A
 FB1776'POINT IN THE NORTH CENTERLINE OF A WOODEN BRIDGE ON A FARM ROAD
 FB1776'LEADING FROM U.S. HIGHWAY 129 UP AND ACROSS SHOP CREEK, AND ON
 FB1776'A SANDSTONE LEDGE.
 FB1776
 FB1776                          STATION RECOVERY (1983)
 FB1776
 FB1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1776'NOT RECOVERED, DESCRIPTION INADEQUATE TO RECOVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1775 ***********************************************************************
 FB1775  DESIGNATION -  861.55
 FB1775  PID         -  FB1775
 FB1775  STATE/COUNTY-  TN/BLOUNT
 FB1775  USGS QUAD   -  CALDERWOOD (1964)
 FB1775
 FB1775                         *CURRENT SURVEY CONTROL
 FB1775  ___________________________________________________________________
 FB1775* NAD 83(1986)-  35 32 52.     (N)    083 59 30.     (W)     SCALED    
 FB1775* NAVD 88     -       262.690  (meters)     861.84   (feet)  ADJUSTED  
 FB1775  ___________________________________________________________________
 FB1775  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FB1775  DYNAMIC HT  -         262.435 (meters)     861.01  (feet)  COMP
 FB1775  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 FB1775
 FB1775  VERT ORDER  -  FIRST     CLASS II
 FB1775
 FB1775.The horizontal coordinates were scaled from a topographic map and have
 FB1775.an estimated accuracy of +/- 6 seconds.
 FB1775
 FB1775.The orthometric height was determined by differential leveling
 FB1775.and adjusted by the National Geodetic Survey in June 1991..
 FB1775
 FB1775.The geoid height was determined by GEOID03.
 FB1775
 FB1775.The dynamic height is computed by dividing the NAVD 88
 FB1775.geopotential number by the normal gravity value computed on the
 FB1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1775.degrees latitude (g = 980.6199 gals.).
 FB1775
 FB1775.The modeled gravity was interpolated from observed gravity values.
 FB1775
 FB1775;                    North         East    Units  Estimated Accuracy
 FB1775;SPC TN       -   136,610.      782,090.      MT  (+/- 180 meters Scaled)
 FB1775
 FB1775                          SUPERSEDED SURVEY CONTROL
 FB1775
 FB1775  NGVD 29 (??/??/92)  262.805  (m)          862.22   (f) ADJ UNCH    1 2
 FB1775
 FB1775.Superseded values are not recommended for survey control.
 FB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1775.See file dsdata.txt to determine how the superseded data were derived.
 FB1775
 FB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV287379(NAD 83)
 FB1775_MARKER: Q = CHISELED SQUARE
 FB1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1775_SP_SET: CULVERT
 FB1775_MARK LOGO: USE   
 FB1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1775
 FB1775  HISTORY     - Date     Condition        Report By
 FB1775  HISTORY     - UNK      MONUMENTED       DOD
 FB1775  HISTORY     - 1934     GOOD             NGS
 FB1775  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1775
 FB1775                          STATION DESCRIPTION
 FB1775
 FB1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1775'1.3 MI S FROM CHILHOWEE.
 FB1775'1.3 MILES SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM
 FB1775'CHILHOWEE, BLOUNT COUNTY, 70 FEET SOUTH OF AN ABANDONED DIRT-ROAD
 FB1775'CROSSING, ON TOP OF THE BELL END OF THE NORTH ONE OF TWO 24-INCH
 FB1775'CONCRETE-PIPE CULVERTS UNDER THE MAIN TRACK, AND 5.5 FEET EAST
 FB1775'OF THE MAIN TRACK.  A CHISELED SQUARE.
 FB1775
 FB1775                          STATION RECOVERY (1983)
 FB1775
 FB1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1775'NOT RECOVERED, THE RAILROAD NO LONGER EXISTS IN THIS AREA AND PERSONS
 FB1775'CONTACTED PLACE THE MARK IN THE CHILHOWEE LAKE.  MARK SHOULD BE
 FB1775'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1849 ***********************************************************************
 FB1849  DESIGNATION -  863.1
 FB1849  PID         -  FB1849
 FB1849  STATE/COUNTY-  TN/KNOX
 FB1849  USGS QUAD   -  SHOOKS GAP (1987)
 FB1849
 FB1849                         *CURRENT SURVEY CONTROL
 FB1849  ___________________________________________________________________
 FB1849* NAD 83(1986)-  35 56 51.     (N)    083 50 19.     (W)     SCALED    
 FB1849* NAVD 88     -       262.81   (+/-2cm)     862.2    (feet)  VERTCON   
 FB1849  ___________________________________________________________________
 FB1849  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1849
 FB1849  VERT ORDER  -  ? (See Below)
 FB1849
 FB1849.The horizontal coordinates were scaled from a topographic map and have
 FB1849.an estimated accuracy of +/- 6 seconds.
 FB1849
 FB1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1849.The vertical order pertains to the NGVD 29 superseded value.
 FB1849
 FB1849.The geoid height was determined by GEOID03.
 FB1849
 FB1849;                    North         East    Units  Estimated Accuracy
 FB1849;SPC TN       -   181,240.      794,980.      MT  (+/- 180 meters Scaled)
 FB1849
 FB1849                          SUPERSEDED SURVEY CONTROL
 FB1849
 FB1849  NGVD 29 (??/??/92)  262.952  (m)          862.70   (f) ADJ UNCH    ?  
 FB1849
 FB1849.Superseded values are not recommended for survey control.
 FB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1849.See file dsdata.txt to determine how the superseded data were derived.
 FB1849
 FB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV439818(NAD 83)
 FB1849_MARKER: N = NAIL
 FB1849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1849_SP_SET: TREE
 FB1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1849
 FB1849  HISTORY     - Date     Condition        Report By
 FB1849  HISTORY     - UNK      MONUMENTED       USGS
 FB1849  HISTORY     - 1936     GOOD             USGS
 FB1849
 FB1849                          STATION DESCRIPTION
 FB1849
 FB1849'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1849'1.3 MI SW FROM MARBLEDALE.
 FB1849'1.3 MILES (AIRLINE) SOUTHWEST OF MARBLEDALE, KNOX COUNTY, 0.15
 FB1849'MILE NORTH OF THE MAIN ENTRANCE TO ASBURY CEMETERY, 210 FEET
 FB1849'NORTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO FRENCH
 FB1849'BROAD DAIRY, 15 FEET NORTHWEST OF A HOUSE, AT A 40-INCH OAK TREE,
 FB1849'AND IN A ROOT ON THE WEST SIDE OF THE TREE.  A COPPER NAIL AND WASHER,
 FB1849'PAINTED USBM 863.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1039 ***********************************************************************
 FC1039  DESIGNATION -  864
 FC1039  PID         -  FC1039
 FC1039  STATE/COUNTY-  TN/BLEDSOE
 FC1039  USGS QUAD   -  PIKEVILLE (1977)
 FC1039
 FC1039                         *CURRENT SURVEY CONTROL
 FC1039  ___________________________________________________________________
 FC1039* NAD 83(1986)-  35 36 21.     (N)    085 11 21.     (W)     SCALED    
 FC1039* NAVD 88     -       263.638  (meters)     864.95   (feet)  ADJUSTED  
 FC1039  ___________________________________________________________________
 FC1039  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC1039  DYNAMIC HT  -         263.391 (meters)     864.14  (feet)  COMP
 FC1039  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FC1039
 FC1039  VERT ORDER  -  SECOND    CLASS 0
 FC1039
 FC1039.The horizontal coordinates were scaled from a topographic map and have
 FC1039.an estimated accuracy of +/- 6 seconds.
 FC1039
 FC1039.The orthometric height was determined by differential leveling
 FC1039.and adjusted by the National Geodetic Survey in June 1991..
 FC1039.WARNING-Repeat measurements at this control monument indicate possible
 FC1039.vertical movement.
 FC1039
 FC1039.The geoid height was determined by GEOID03.
 FC1039
 FC1039.The dynamic height is computed by dividing the NAVD 88
 FC1039.geopotential number by the normal gravity value computed on the
 FC1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1039.degrees latitude (g = 980.6199 gals.).
 FC1039
 FC1039.The modeled gravity was interpolated from observed gravity values.
 FC1039
 FC1039;                    North         East    Units  Estimated Accuracy
 FC1039;SPC TN       -   141,490.      673,470.      MT  (+/- 180 meters Scaled)
 FC1039
 FC1039                          SUPERSEDED SURVEY CONTROL
 FC1039
 FC1039  NGVD 29 (??/??/92)  263.697  (m)          865.15   (f) ADJ UNCH    2 0
 FC1039
 FC1039.Superseded values are not recommended for survey control.
 FC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1039.See file dsdata.txt to determine how the superseded data were derived.
 FC1039
 FC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE640417(NAD 83)
 FC1039_MARKER: DD = SURVEY DISK
 FC1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1039_SP_SET: STEPS
 FC1039_STAMPING: 864 1908
 FC1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1039
 FC1039  HISTORY     - Date     Condition        Report By
 FC1039  HISTORY     - 1908     MONUMENTED       USGS
 FC1039  HISTORY     - 1934     GOOD             NGS
 FC1039
 FC1039                          STATION DESCRIPTION
 FC1039
 FC1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1039'AT PIKEVILLE.
 FC1039'AT PIKEVILLE, BLEDSOE COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 FC1039'WEST ENTRANCE, 6 INCHES FROM THE PILLAR FOUNDATION, IN THE TOP
 FC1039'OF THE SOUTH END OF THE SECOND STEP, AND 3 INCHES NORTH OF THE
 FC1039'SOUTH EDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC1039'STAMPED 864 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1748 ***********************************************************************
 FB1748  DESIGNATION -  866.3
 FB1748  PID         -  FB1748
 FB1748  STATE/COUNTY-  TN/KNOX
 FB1748  USGS QUAD   -  KNOXVILLE (1978)
 FB1748
 FB1748                         *CURRENT SURVEY CONTROL
 FB1748  ___________________________________________________________________
 FB1748* NAD 83(1986)-  35 57 16.     (N)    083 55 08.     (W)     SCALED    
 FB1748* NAVD 88     -       264.136  (meters)     866.59   (feet)  ADJUSTED  
 FB1748  ___________________________________________________________________
 FB1748  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1748  DYNAMIC HT  -         263.893 (meters)     865.79  (feet)  COMP
 FB1748  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FB1748
 FB1748  VERT ORDER  -  FIRST     CLASS II
 FB1748
 FB1748.The horizontal coordinates were scaled from a topographic map and have
 FB1748.an estimated accuracy of +/- 6 seconds.
 FB1748
 FB1748.The orthometric height was determined by differential leveling
 FB1748.and adjusted by the National Geodetic Survey in June 1991..
 FB1748
 FB1748.The geoid height was determined by GEOID03.
 FB1748
 FB1748.The dynamic height is computed by dividing the NAVD 88
 FB1748.geopotential number by the normal gravity value computed on the
 FB1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1748.degrees latitude (g = 980.6199 gals.).
 FB1748
 FB1748.The modeled gravity was interpolated from observed gravity values.
 FB1748
 FB1748;                    North         East    Units  Estimated Accuracy
 FB1748;SPC TN       -   181,860.      787,730.      MT  (+/- 180 meters Scaled)
 FB1748
 FB1748                          SUPERSEDED SURVEY CONTROL
 FB1748
 FB1748  NGVD 29 (??/??/92)  264.270  (m)          867.03   (f) ADJ UNCH    1 2
 FB1748
 FB1748.Superseded values are not recommended for survey control.
 FB1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1748.See file dsdata.txt to determine how the superseded data were derived.
 FB1748
 FB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367828(NAD 83)
 FB1748_MARKER: Q = CHISELED SQUARE
 FB1748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1748_SP_SET: BRIDGE
 FB1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1748
 FB1748  HISTORY     - Date     Condition        Report By
 FB1748  HISTORY     - UNK      MONUMENTED       USGS
 FB1748  HISTORY     - 1950     GOOD             NGS
 FB1748
 FB1748                          STATION DESCRIPTION
 FB1748
 FB1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1748'AT KNOXVILLE.
 FB1748'AT KNOXVILLE, KNOX COUNTY, ON THE KNOXVILLE-MARYVILLE BRANCH
 FB1748'OF THE SOUTHERN RAILWAY, AT THE SOUTHEAST END OF THE BRIDGE
 FB1748'OVER TENNESSEE RIVER, NORTHEAST OF THE TRACK, AND ON THE TOP OF
 FB1748'THE NORTHWEST END OF THE RETAINING WALL.  A CHISELED SQUARE AND
 FB1748'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2075 ***********************************************************************
 FB2075  DESIGNATION -  867.6
 FB2075  PID         -  FB2075
 FB2075  STATE/COUNTY-  TN/KNOX
 FB2075  USGS QUAD   -  KNOXVILLE (1978)
 FB2075
 FB2075                         *CURRENT SURVEY CONTROL
 FB2075  ___________________________________________________________________
 FB2075* NAD 83(1986)-  35 56 58.     (N)    083 53 48.     (W)     SCALED    
 FB2075* NAVD 88     -       264.24   (+/-2cm)     866.9    (feet)  VERTCON   
 FB2075  ___________________________________________________________________
 FB2075  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2075
 FB2075  VERT ORDER  -  ? (See Below)
 FB2075
 FB2075.The horizontal coordinates were scaled from a topographic map and have
 FB2075.an estimated accuracy of +/- 6 seconds.
 FB2075
 FB2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2075.The vertical order pertains to the NGVD 29 superseded value.
 FB2075
 FB2075.The geoid height was determined by GEOID03.
 FB2075
 FB2075;                    North         East    Units  Estimated Accuracy
 FB2075;SPC TN       -   181,350.      789,740.      MT  (+/- 180 meters Scaled)
 FB2075
 FB2075                          SUPERSEDED SURVEY CONTROL
 FB2075
 FB2075  NGVD 29 (??/??/92)  264.375  (m)          867.37   (f) ADJ UNCH    ?  
 FB2075
 FB2075.Superseded values are not recommended for survey control.
 FB2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2075.See file dsdata.txt to determine how the superseded data were derived.
 FB2075
 FB2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV387822(NAD 83)
 FB2075_MARKER: N = NAIL
 FB2075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2075_SP_SET: TREE
 FB2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2075
 FB2075  HISTORY     - Date     Condition        Report By
 FB2075  HISTORY     - UNK      MONUMENTED       USGS
 FB2075  HISTORY     - 1936     GOOD             USGS
 FB2075  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2075
 FB2075                          STATION DESCRIPTION
 FB2075
 FB2075'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2075'1.6 MI NE FROM VESTAL.
 FB2075'1.6 MILES NORTHEAST OF VESTAL, 200 FEET NORTHWEST OF THE JUNCTION
 FB2075'OF A T-ROAD LEADING SOUTH, 165 FEET SOUTHEAST OF THE JUNCTION OF
 FB2075'A T-ROAD LEADING NORTH, 30 FEET NORTHEAST OF THE ROAD, AT A
 FB2075'40-INCH OAK TREE, AND IN THE ROOT ON THE NORTH SIDE OF THE TREE.
 FB2075'A COPPER NAIL AND WASHER, PAINTED USBM 867.6
 FB2075
 FB2075                          STATION RECOVERY (2001)
 FB2075
 FB2075'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1862 ***********************************************************************
 FB1862  DESIGNATION -  867.9
 FB1862  PID         -  FB1862
 FB1862  STATE/COUNTY-  TN/KNOX
 FB1862  USGS QUAD   -  SHOOKS GAP (1987)
 FB1862
 FB1862                         *CURRENT SURVEY CONTROL
 FB1862  ___________________________________________________________________
 FB1862* NAD 83(1986)-  35 59 15.     (N)    083 51 33.     (W)     SCALED    
 FB1862* NAVD 88     -       264.25   (+/-2cm)     867.0    (feet)  VERTCON   
 FB1862  ___________________________________________________________________
 FB1862  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1862
 FB1862  VERT ORDER  -  ? (See Below)
 FB1862
 FB1862.The horizontal coordinates were scaled from a topographic map and have
 FB1862.an estimated accuracy of +/- 6 seconds.
 FB1862
 FB1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1862.The vertical order pertains to the NGVD 29 superseded value.
 FB1862
 FB1862.The geoid height was determined by GEOID03.
 FB1862
 FB1862;                    North         East    Units  Estimated Accuracy
 FB1862;SPC TN       -   185,640.      793,030.      MT  (+/- 180 meters Scaled)
 FB1862
 FB1862                          SUPERSEDED SURVEY CONTROL
 FB1862
 FB1862  NGVD 29 (??/??/92)  264.396  (m)          867.44   (f) ADJ UNCH    ?  
 FB1862
 FB1862.Superseded values are not recommended for survey control.
 FB1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1862.See file dsdata.txt to determine how the superseded data were derived.
 FB1862
 FB1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV422863(NAD 83)
 FB1862_MARKER: S = SPIKE
 FB1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1862_SP_SET: TREE
 FB1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1862
 FB1862  HISTORY     - Date     Condition        Report By
 FB1862  HISTORY     - UNK      MONUMENTED       USGS
 FB1862  HISTORY     - 1936     GOOD             USGS
 FB1862
 FB1862                          STATION DESCRIPTION
 FB1862
 FB1862'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1862'1 MI S FROM KNOXVILLE.
 FB1862'1.0 MILE SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL,
 FB1862'NEAR THE EAST EDGE OF KNOXVILLE, 285 FEET SOUTHWEST OF THE JUNCTION
 FB1862'OF A ROAD LEADING NORTH, 30 FEET SOUTH OF HOLSTON HEIGHTS DRIVE,
 FB1862'AT A TWIN WALNUT TREE, AND IN THE BASE ON THE NORTH SIDE OF THE
 FB1862'TREE.  A RAILROAD SPIKE, PAINTED WHITE AND SURROUNDED BY THE LETTERS
 FB1862'USBM 867.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2542 ***********************************************************************
 GA2542  DESIGNATION -  87 4 7
 GA2542  PID         -  GA2542
 GA2542  STATE/COUNTY-  TN/UNION
 GA2542  USGS QUAD   -  GRAVESTON (1987)
 GA2542
 GA2542                         *CURRENT SURVEY CONTROL
 GA2542  ___________________________________________________________________
 GA2542* NAD 83(1986)-  36 14 04.     (N)    083 50 01.     (W)     SCALED    
 GA2542* NAVD 88     -       375.015  (meters)    1230.36   (feet)  ADJUSTED  
 GA2542  ___________________________________________________________________
 GA2542  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2542  DYNAMIC HT  -         374.674 (meters)    1229.24  (feet)  COMP
 GA2542  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA2542
 GA2542  VERT ORDER  -  SECOND    CLASS 0
 GA2542
 GA2542.The horizontal coordinates were scaled from a topographic map and have
 GA2542.an estimated accuracy of +/- 6 seconds.
 GA2542
 GA2542.The orthometric height was determined by differential leveling
 GA2542.and adjusted by the National Geodetic Survey in June 1991..
 GA2542
 GA2542.The geoid height was determined by GEOID03.
 GA2542
 GA2542.The dynamic height is computed by dividing the NAVD 88
 GA2542.geopotential number by the normal gravity value computed on the
 GA2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2542.degrees latitude (g = 980.6199 gals.).
 GA2542
 GA2542.The modeled gravity was interpolated from observed gravity values.
 GA2542
 GA2542;                    North         East    Units  Estimated Accuracy
 GA2542;SPC TN       -   213,080.      794,730.      MT  (+/- 180 meters Scaled)
 GA2542
 GA2542                          SUPERSEDED SURVEY CONTROL
 GA2542
 GA2542  NGVD 29 (??/??/??)  375.15   (m)         1230.8    (f) RESET       3  
 GA2542
 GA2542.Superseded values are not recommended for survey control.
 GA2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2542.See file dsdata.txt to determine how the superseded data were derived.
 GA2542
 GA2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA453136(NAD 83)
 GA2542_MARKER: Z = SEE DESCRIPTION
 GA2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2542_STAMPING: 87 4 7
 GA2542_MARK LOGO: TNDG  
 GA2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2542+STABILITY: SURFACE MOTION
 GA2542
 GA2542  HISTORY     - Date     Condition        Report By
 GA2542  HISTORY     - UNK      MONUMENTED       TNDG
 GA2542  HISTORY     - 1964     GOOD             TNHD
 GA2542
 GA2542                          STATION DESCRIPTION
 GA2542
 GA2542'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2542'2.5 MI SW FROM MAYNARDVILLE.
 GA2542'THIS MARK IS LOCATED AT THE BE 1964 STATION SITE, 30 FEET NORTHWEST
 GA2542'OF UTILITY POLE NO. 1, 17 FEET SOUTHWEST OF AN OILED ROAD, 2 FEET
 GA2542'NORTHEAST OF A FENCE LINE, 0.8 FEET EAST OF A METAL WITNESS POST
 GA2542'WITH SIGN, AND 58 FEET NORTH OF THE STATION.  THE MARK IS A
 GA2542'TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION SET IN
 GA2542'A 5-INCH SQUARE, CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE
 GA2542'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2552 ***********************************************************************
 GA2552  DESIGNATION -  87 5 1
 GA2552  PID         -  GA2552
 GA2552  STATE/COUNTY-  TN/UNION
 GA2552  USGS QUAD   -  GRAVESTON (1987)
 GA2552
 GA2552                         *CURRENT SURVEY CONTROL
 GA2552  ___________________________________________________________________
 GA2552* NAD 83(1986)-  36 13 35.     (N)    083 50 49.     (W)     SCALED    
 GA2552* NAVD 88     -       365.799  (meters)    1200.13   (feet)  ADJUSTED  
 GA2552  ___________________________________________________________________
 GA2552  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2552  DYNAMIC HT  -         365.466 (meters)    1199.03  (feet)  COMP
 GA2552  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GA2552
 GA2552  VERT ORDER  -  SECOND    CLASS 0
 GA2552
 GA2552.The horizontal coordinates were scaled from a topographic map and have
 GA2552.an estimated accuracy of +/- 6 seconds.
 GA2552
 GA2552.The orthometric height was determined by differential leveling
 GA2552.and adjusted by the National Geodetic Survey in June 1991..
 GA2552
 GA2552.The geoid height was determined by GEOID03.
 GA2552
 GA2552.The dynamic height is computed by dividing the NAVD 88
 GA2552.geopotential number by the normal gravity value computed on the
 GA2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2552.degrees latitude (g = 980.6199 gals.).
 GA2552
 GA2552.The modeled gravity was interpolated from observed gravity values.
 GA2552
 GA2552;                    North         East    Units  Estimated Accuracy
 GA2552;SPC TN       -   212,160.      793,550.      MT  (+/- 180 meters Scaled)
 GA2552
 GA2552                          SUPERSEDED SURVEY CONTROL
 GA2552
 GA2552  NGVD 29 (??/??/??)  365.93   (m)         1200.6    (f) RESET       3  
 GA2552
 GA2552.Superseded values are not recommended for survey control.
 GA2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2552.See file dsdata.txt to determine how the superseded data were derived.
 GA2552
 GA2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA441128(NAD 83)
 GA2552_MARKER: Z = SEE DESCRIPTION
 GA2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2552_STAMPING: 87 5 1
 GA2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2552+STABILITY: SURFACE MOTION
 GA2552
 GA2552  HISTORY     - Date     Condition        Report By
 GA2552  HISTORY     - UNK      MONUMENTED       TNDG
 GA2552  HISTORY     - 1964     GOOD             TNHD
 GA2552
 GA2552                          STATION DESCRIPTION
 GA2552
 GA2552'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2552'3 MI SW FROM MAYNARDVILLE.
 GA2552'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2552'33 FOR 3.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 25 FEET
 GA2552'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 10 FEET
 GA2552'SOUTHEAST OF A WIRE FENCE, 5 FEET ABOVE THE PAVEMENT AND 0.5 FOOT
 GA2552'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2552'TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION SET IN A
 GA2552'6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE
 GA2552'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2555 ***********************************************************************
 GA2555  DESIGNATION -  87 5 3
 GA2555  PID         -  GA2555
 GA2555  STATE/COUNTY-  TN/UNION
 GA2555  USGS QUAD   -  GRAVESTON (1987)
 GA2555
 GA2555                         *CURRENT SURVEY CONTROL
 GA2555  ___________________________________________________________________
 GA2555* NAD 83(1986)-  36 12 51.     (N)    083 51 46.     (W)     SCALED    
 GA2555* NAVD 88     -       338.209  (meters)    1109.61   (feet)  ADJUSTED  
 GA2555  ___________________________________________________________________
 GA2555  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2555  DYNAMIC HT  -         337.900 (meters)    1108.59  (feet)  COMP
 GA2555  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2555
 GA2555  VERT ORDER  -  SECOND    CLASS 0
 GA2555
 GA2555.The horizontal coordinates were scaled from a topographic map and have
 GA2555.an estimated accuracy of +/- 6 seconds.
 GA2555
 GA2555.The orthometric height was determined by differential leveling
 GA2555.and adjusted by the National Geodetic Survey in June 1991..
 GA2555
 GA2555.The geoid height was determined by GEOID03.
 GA2555
 GA2555.The dynamic height is computed by dividing the NAVD 88
 GA2555.geopotential number by the normal gravity value computed on the
 GA2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2555.degrees latitude (g = 980.6199 gals.).
 GA2555
 GA2555.The modeled gravity was interpolated from observed gravity values.
 GA2555
 GA2555;                    North         East    Units  Estimated Accuracy
 GA2555;SPC TN       -   210,780.      792,160.      MT  (+/- 180 meters Scaled)
 GA2555
 GA2555                          SUPERSEDED SURVEY CONTROL
 GA2555
 GA2555  NGVD 29 (??/??/??)  338.34   (m)         1110.0    (f) RESET       3  
 GA2555
 GA2555.Superseded values are not recommended for survey control.
 GA2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2555.See file dsdata.txt to determine how the superseded data were derived.
 GA2555
 GA2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA426115(NAD 83)
 GA2555_MARKER: Z = SEE DESCRIPTION
 GA2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2555_STAMPING: 87 5 3
 GA2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2555+STABILITY: SURFACE MOTION
 GA2555
 GA2555  HISTORY     - Date     Condition        Report By
 GA2555  HISTORY     - UNK      MONUMENTED       TNDG
 GA2555  HISTORY     - 1964     GOOD             TNHD
 GA2555
 GA2555                          STATION DESCRIPTION
 GA2555
 GA2555'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2555'4 MI SW FROM MAYNARDVILLE.
 GA2555'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2555'33 FOR 4.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS 84 FEET
 GA2555'SOUTHWEST OF POWER POLE NO. 283, 15 FEET SOUTHEAST OF THE
 GA2555'APPROXIMATE CENTER OF STATE ROUTE 33, 2 FEET NORTHWEST OF A WIRE
 GA2555'FENCE AND 0.5 FOOT WEST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2555'MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION
 GA2555'SET IN A 6-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2559 ***********************************************************************
 GA2559  DESIGNATION -  87 5 4
 GA2559  PID         -  GA2559
 GA2559  STATE/COUNTY-  TN/UNION
 GA2559  USGS QUAD   -  GRAVESTON (1987)
 GA2559
 GA2559                         *CURRENT SURVEY CONTROL
 GA2559  ___________________________________________________________________
 GA2559* NAD 83(1986)-  36 12 27.     (N)    083 52 25.     (W)     SCALED    
 GA2559* NAVD 88     -       323.312  (meters)    1060.73   (feet)  ADJUSTED  
 GA2559  ___________________________________________________________________
 GA2559  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2559  DYNAMIC HT  -         323.016 (meters)    1059.76  (feet)  COMP
 GA2559  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA2559
 GA2559  VERT ORDER  -  SECOND    CLASS 0
 GA2559
 GA2559.The horizontal coordinates were scaled from a topographic map and have
 GA2559.an estimated accuracy of +/- 6 seconds.
 GA2559
 GA2559.The orthometric height was determined by differential leveling
 GA2559.and adjusted by the National Geodetic Survey in June 1991..
 GA2559
 GA2559.The geoid height was determined by GEOID03.
 GA2559
 GA2559.The dynamic height is computed by dividing the NAVD 88
 GA2559.geopotential number by the normal gravity value computed on the
 GA2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2559.degrees latitude (g = 980.6199 gals.).
 GA2559
 GA2559.The modeled gravity was interpolated from observed gravity values.
 GA2559
 GA2559;                    North         East    Units  Estimated Accuracy
 GA2559;SPC TN       -   210,020.      791,200.      MT  (+/- 180 meters Scaled)
 GA2559
 GA2559                          SUPERSEDED SURVEY CONTROL
 GA2559
 GA2559  NGVD 29 (??/??/??)  323.44   (m)         1061.2    (f) RESET       3  
 GA2559
 GA2559.Superseded values are not recommended for survey control.
 GA2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2559.See file dsdata.txt to determine how the superseded data were derived.
 GA2559
 GA2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA416107(NAD 83)
 GA2559_MARKER: Z = SEE DESCRIPTION
 GA2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2559_STAMPING: 87 5 4
 GA2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2559+STABILITY: SURFACE MOTION
 GA2559
 GA2559  HISTORY     - Date     Condition        Report By
 GA2559  HISTORY     - UNK      MONUMENTED       TNDG
 GA2559  HISTORY     - 1964     GOOD             TNHD
 GA2559
 GA2559                          STATION DESCRIPTION
 GA2559
 GA2559'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2559'5 MI SW FROM MAYNARDVILLE.
 GA2559'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2559'33 FOR 5.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS ABOUT 190
 GA2559'FEET SOUTHWEST OF THE MILLER CHAPEL METHODIST CHURCH, 18 FEET
 GA2559'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 2 FEET
 GA2559'NORTHEAST OF A WIRE FENCE AND 0.7 FOOT NORTHEAST OF A METAL
 GA2559'WITNESS POST WITH SIGN.  THE MARK IS A TENNESSEE DIVISION OF GEOLOGY
 GA2559'W.P.A. ELEVATION STATION SET IN A 6-INCH SQUARE, CONCRETE MONUMENT
 GA2559'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2561 ***********************************************************************
 GA2561  DESIGNATION -  87 5 6
 GA2561  PID         -  GA2561
 GA2561  STATE/COUNTY-  TN/UNION
 GA2561  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2561
 GA2561                         *CURRENT SURVEY CONTROL
 GA2561  ___________________________________________________________________
 GA2561* NAD 83(1986)-  36 11 46.     (N)    083 52 59.     (W)     SCALED    
 GA2561* NAVD 88     -       315.437  (meters)    1034.90   (feet)  ADJUSTED  
 GA2561  ___________________________________________________________________
 GA2561  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2561  DYNAMIC HT  -         315.148 (meters)    1033.95  (feet)  COMP
 GA2561  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 GA2561
 GA2561  VERT ORDER  -  SECOND    CLASS 0
 GA2561
 GA2561.The horizontal coordinates were scaled from a topographic map and have
 GA2561.an estimated accuracy of +/- 6 seconds.
 GA2561
 GA2561.The orthometric height was determined by differential leveling
 GA2561.and adjusted by the National Geodetic Survey in June 1991..
 GA2561
 GA2561.The geoid height was determined by GEOID03.
 GA2561
 GA2561.The dynamic height is computed by dividing the NAVD 88
 GA2561.geopotential number by the normal gravity value computed on the
 GA2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2561.degrees latitude (g = 980.6199 gals.).
 GA2561
 GA2561.The modeled gravity was interpolated from observed gravity values.
 GA2561
 GA2561;                    North         East    Units  Estimated Accuracy
 GA2561;SPC TN       -   208,730.      790,380.      MT  (+/- 180 meters Scaled)
 GA2561
 GA2561                          SUPERSEDED SURVEY CONTROL
 GA2561
 GA2561  NGVD 29 (??/??/??)  315.57   (m)         1035.3    (f) RESET       3  
 GA2561
 GA2561.Superseded values are not recommended for survey control.
 GA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2561.See file dsdata.txt to determine how the superseded data were derived.
 GA2561
 GA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA407095(NAD 83)
 GA2561_MARKER: Z = SEE DESCRIPTION
 GA2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2561_STAMPING: 87 5 6
 GA2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2561+STABILITY: SURFACE MOTION
 GA2561
 GA2561  HISTORY     - Date     Condition        Report By
 GA2561  HISTORY     - UNK      MONUMENTED       TNDG
 GA2561  HISTORY     - 1964     GOOD             TNHD
 GA2561
 GA2561                          STATION DESCRIPTION
 GA2561
 GA2561'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2561'6 MI SW FROM MAYNARDVILLE.
 GA2561'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2561'33 FOR 5.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 19 FEET
 GA2561'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 1 FOOT EAST OF
 GA2561'A FENCE AND 0.8 FOOT EAST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2561'MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION
 GA2561'SET IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 1 INCH
 GA2561'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1845 ***********************************************************************
 FB1845  DESIGNATION -  870.8
 FB1845  PID         -  FB1845
 FB1845  STATE/COUNTY-  TN/KNOX
 FB1845  USGS QUAD   -  SHOOKS GAP (1987)
 FB1845
 FB1845                         *CURRENT SURVEY CONTROL
 FB1845  ___________________________________________________________________
 FB1845* NAD 83(1986)-  35 55 00.     (N)    083 49 29.     (W)     SCALED    
 FB1845* NAVD 88     -       265.19   (+/-2cm)     870.0    (feet)  VERTCON   
 FB1845  ___________________________________________________________________
 FB1845  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1845
 FB1845  VERT ORDER  -  ? (See Below)
 FB1845
 FB1845.The horizontal coordinates were scaled from a topographic map and have
 FB1845.an estimated accuracy of +/- 6 seconds.
 FB1845
 FB1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1845.The vertical order pertains to the NGVD 29 superseded value.
 FB1845
 FB1845.The geoid height was determined by GEOID03.
 FB1845
 FB1845;                    North         East    Units  Estimated Accuracy
 FB1845;SPC TN       -   177,850.      796,310.      MT  (+/- 180 meters Scaled)
 FB1845
 FB1845                          SUPERSEDED SURVEY CONTROL
 FB1845
 FB1845  NGVD 29 (??/??/92)  265.329  (m)          870.50   (f) ADJ UNCH    ?  
 FB1845
 FB1845.Superseded values are not recommended for survey control.
 FB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1845.See file dsdata.txt to determine how the superseded data were derived.
 FB1845
 FB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451783(NAD 83)
 FB1845_MARKER: Q = CHISELED SQUARE
 FB1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1845_SP_SET: CULVERT
 FB1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1845
 FB1845  HISTORY     - Date     Condition        Report By
 FB1845  HISTORY     - UNK      MONUMENTED       USGS
 FB1845  HISTORY     - 1936     GOOD             USGS
 FB1845
 FB1845                          STATION DESCRIPTION
 FB1845
 FB1845'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1845'6.8 MI SE FROM KNOXVILLE.
 FB1845'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1845'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.3 MILE
 FB1845'NORTHEAST ALONG THE KIMBERLIN HEIGHTS ROAD, AT THE JUNCTION OF
 FB1845'THE BURNETT CREEK PIKE, 140 FEET SOUTHWEST OF THE ROAD LEADING
 FB1845'NORTH, AT A LARGE CONCRETE CULVERT, AND ON THE TOP OF THE NORTH
 FB1845'HEAD-WALL.  A CHISELED SQUARE, PAINTED USBM 870.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2083 ***********************************************************************
 FB2083  DESIGNATION -  877.2
 FB2083  PID         -  FB2083
 FB2083  STATE/COUNTY-  TN/KNOX
 FB2083  USGS QUAD   -  SHOOKS GAP (1987)
 FB2083
 FB2083                         *CURRENT SURVEY CONTROL
 FB2083  ___________________________________________________________________
 FB2083* NAD 83(1986)-  35 56 14.     (N)    083 51 46.     (W)     SCALED    
 FB2083* NAVD 88     -       267.14   (+/-2cm)     876.4    (feet)  VERTCON   
 FB2083  ___________________________________________________________________
 FB2083  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2083
 FB2083  VERT ORDER  -  ? (See Below)
 FB2083
 FB2083.The horizontal coordinates were scaled from a topographic map and have
 FB2083.an estimated accuracy of +/- 6 seconds.
 FB2083
 FB2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2083.The vertical order pertains to the NGVD 29 superseded value.
 FB2083
 FB2083.The geoid height was determined by GEOID03.
 FB2083
 FB2083;                    North         East    Units  Estimated Accuracy
 FB2083;SPC TN       -   180,060.      792,830.      MT  (+/- 180 meters Scaled)
 FB2083
 FB2083                          SUPERSEDED SURVEY CONTROL
 FB2083
 FB2083  NGVD 29 (??/??/92)  267.278  (m)          876.89   (f) ADJ UNCH    ?  
 FB2083
 FB2083.Superseded values are not recommended for survey control.
 FB2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2083.See file dsdata.txt to determine how the superseded data were derived.
 FB2083
 FB2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV417807(NAD 83)
 FB2083_MARKER: N = NAIL
 FB2083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2083_SP_SET: TREE
 FB2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2083
 FB2083  HISTORY     - Date     Condition        Report By
 FB2083  HISTORY     - UNK      MONUMENTED       USGS
 FB2083  HISTORY     - 1936     GOOD             USGS
 FB2083
 FB2083                          STATION DESCRIPTION
 FB2083
 FB2083'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2083'5.3 MI E FROM KNOXVILLE.
 FB2083'5.3 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, KNOX
 FB2083'COUNTY, AT THE JUNCTION OF ISLAND HOME PIKE AND BURNETT CREEK
 FB2083'PIKE, 98 FEET NORTH OF BURNETT CREEK PIKE, 17 FEET EAST OF ISLAND
 FB2083'HOME PIKE, AT AN 8-INCH ASH TREE, AND IN THE ROOT ON THE NORTH
 FB2083'SIDE.  A COPPER NAIL AND WASHER, PAINTED USBM 877.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2076 ***********************************************************************
 FB2076  DESIGNATION -  884.0
 FB2076  PID         -  FB2076
 FB2076  STATE/COUNTY-  TN/KNOX
 FB2076  USGS QUAD   -  KNOXVILLE (1978)
 FB2076
 FB2076                         *CURRENT SURVEY CONTROL
 FB2076  ___________________________________________________________________
 FB2076* NAD 83(1986)-  35 57 11.     (N)    083 53 42.     (W)     SCALED    
 FB2076* NAVD 88     -       269.23   (+/-2cm)     883.3    (feet)  VERTCON   
 FB2076  ___________________________________________________________________
 FB2076  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2076
 FB2076  VERT ORDER  -  ? (See Below)
 FB2076
 FB2076.The horizontal coordinates were scaled from a topographic map and have
 FB2076.an estimated accuracy of +/- 6 seconds.
 FB2076
 FB2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2076.The vertical order pertains to the NGVD 29 superseded value.
 FB2076
 FB2076.The geoid height was determined by GEOID03.
 FB2076
 FB2076;                    North         East    Units  Estimated Accuracy
 FB2076;SPC TN       -   181,750.      789,880.      MT  (+/- 180 meters Scaled)
 FB2076
 FB2076                          SUPERSEDED SURVEY CONTROL
 FB2076
 FB2076  NGVD 29 (??/??/92)  269.370  (m)          883.76   (f) ADJ UNCH    ?  
 FB2076
 FB2076.Superseded values are not recommended for survey control.
 FB2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2076.See file dsdata.txt to determine how the superseded data were derived.
 FB2076
 FB2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV388826(NAD 83)
 FB2076_MARKER: Q = CHISELED SQUARE
 FB2076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2076_SP_SET: PAVEMENT
 FB2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2076
 FB2076  HISTORY     - Date     Condition        Report By
 FB2076  HISTORY     - UNK      MONUMENTED       USGS
 FB2076  HISTORY     - 1936     GOOD             USGS
 FB2076
 FB2076                          STATION DESCRIPTION
 FB2076
 FB2076'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2076'2.1 MI NE FROM VESTAL.
 FB2076'2.1 MILES NORTHEAST OF VESTAL, AT THE JUNCTION OF SEVIERVILLE
 FB2076'PIKE AND HIGHLAND DRIVE, 15 FEET WEST OF THE ROAD LEADING EAST,
 FB2076'AT THE END OF THE CONCRETE PAVEMENT, AND 7 FEET EAST OF THE
 FB2076'SOUTHEAST CORNER.  A CHISELED SQUARE, PAINTED USBM 884.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0457 ***********************************************************************
 FC0457  DESIGNATION -  884.7
 FC0457  PID         -  FC0457
 FC0457  STATE/COUNTY-  TN/BRADLEY
 FC0457  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0457
 FC0457                         *CURRENT SURVEY CONTROL
 FC0457  ___________________________________________________________________
 FC0457* NAD 83(1986)-  35 07 40.     (N)    084 53 11.     (W)     SCALED    
 FC0457* NAVD 88     -       269.657  (meters)     884.70   (feet)  ADJUSTED  
 FC0457  ___________________________________________________________________
 FC0457  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0457  DYNAMIC HT  -         269.390 (meters)     883.82  (feet)  COMP
 FC0457  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 FC0457
 FC0457  VERT ORDER  -  FIRST     CLASS II
 FC0457
 FC0457.The horizontal coordinates were scaled from a topographic map and have
 FC0457.an estimated accuracy of +/- 6 seconds.
 FC0457
 FC0457.The orthometric height was determined by differential leveling
 FC0457.and adjusted by the National Geodetic Survey in June 1991..
 FC0457
 FC0457.The geoid height was determined by GEOID03.
 FC0457
 FC0457.The dynamic height is computed by dividing the NAVD 88
 FC0457.geopotential number by the normal gravity value computed on the
 FC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0457.degrees latitude (g = 980.6199 gals.).
 FC0457
 FC0457.The modeled gravity was interpolated from observed gravity values.
 FC0457
 FC0457;                    North         East    Units  Estimated Accuracy
 FC0457;SPC TN       -    88,720.      701,500.      MT  (+/- 180 meters Scaled)
 FC0457
 FC0457                          SUPERSEDED SURVEY CONTROL
 FC0457
 FC0457  NGVD 29 (??/??/92)  269.661  (m)          884.71   (f) ADJ UNCH    1 2
 FC0457
 FC0457.Superseded values are not recommended for survey control.
 FC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0457.See file dsdata.txt to determine how the superseded data were derived.
 FC0457
 FC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD925892(NAD 83)
 FC0457_MARKER: Q = CHISELED SQUARE
 FC0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0457_SP_SET: CULVERT
 FC0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0457
 FC0457  HISTORY     - Date     Condition        Report By
 FC0457  HISTORY     - UNK      MONUMENTED       USGS
 FC0457  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0457
 FC0457                          STATION DESCRIPTION
 FC0457
 FC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0457'2.2 MI S FROM CLEVELAND.
 FC0457'ORIGINAL DESCRIPTION-- 2.2 MILES SOUTH ALONG THE CLEVELAND TO
 FC0457'COHUTTA BRANCH OF THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0457'CLEVELAND, BRADLEY COUNTY, 0.2 MILE SOUTH OF MILEPOST 2, 20 FEET
 FC0457'SOUTH OF A ROAD CROSSING AT A 4-1/2 FOOT CONCRETE CULVERT, ON
 FC0457'THE TOP OF THE WEST END, 9 FEET WEST OF THE WEST RAIL, AND ABOUT
 FC0457'2 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE, NEAR THE CHISELED
 FC0457'LETTERS U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0488 ***********************************************************************
 FC0488  DESIGNATION -  886.65
 FC0488  PID         -  FC0488
 FC0488  STATE/COUNTY-  TN/MCMINN
 FC0488  USGS QUAD   -  ATHENS (1990)
 FC0488
 FC0488                         *CURRENT SURVEY CONTROL
 FC0488  ___________________________________________________________________
 FC0488* NAD 83(1986)-  35 22 47.     (N)    084 31 12.     (W)     SCALED    
 FC0488* NAVD 88     -       269.769  (meters)     885.07   (feet)  ADJUSTED  
 FC0488  ___________________________________________________________________
 FC0488  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0488  DYNAMIC HT  -         269.509 (meters)     884.21  (feet)  COMP
 FC0488  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 FC0488
 FC0488  VERT ORDER  -  SECOND    CLASS 0
 FC0488
 FC0488.The horizontal coordinates were scaled from a topographic map and have
 FC0488.an estimated accuracy of +/- 6 seconds.
 FC0488
 FC0488.The orthometric height was determined by differential leveling
 FC0488.and adjusted by the National Geodetic Survey in June 1991..
 FC0488
 FC0488.The geoid height was determined by GEOID03.
 FC0488
 FC0488.The dynamic height is computed by dividing the NAVD 88
 FC0488.geopotential number by the normal gravity value computed on the
 FC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0488.degrees latitude (g = 980.6199 gals.).
 FC0488
 FC0488.The modeled gravity was interpolated from observed gravity values.
 FC0488
 FC0488;                    North         East    Units  Estimated Accuracy
 FC0488;SPC TN       -   117,110.      734,470.      MT  (+/- 180 meters Scaled)
 FC0488
 FC0488                          SUPERSEDED SURVEY CONTROL
 FC0488
 FC0488  NGVD 29 (??/??/92)  269.847  (m)          885.32   (f) ADJ UNCH    2 0
 FC0488
 FC0488.Superseded values are not recommended for survey control.
 FC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0488.See file dsdata.txt to determine how the superseded data were derived.
 FC0488
 FC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252179(NAD 83)
 FC0488_MARKER: Q = CHISELED SQUARE
 FC0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0488_SP_SET: SIGNAL
 FC0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0488
 FC0488  HISTORY     - Date     Condition        Report By
 FC0488  HISTORY     - UNK      MONUMENTED       USGS
 FC0488  HISTORY     - 1933     GOOD             NGS
 FC0488
 FC0488                          STATION DESCRIPTION
 FC0488
 FC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0488'4.2 MI N FROM ETOWAH.
 FC0488'4.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0488'ETOWAH, MC MINN COUNTY, 0.1 MILE NORTH OF ADDISON, AND ON THE TOP
 FC0488'OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE WEST BLOCK
 FC0488'SIGNAL, 5 FEET WEST OF THE WEST RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1780 ***********************************************************************
 FB1780  DESIGNATION -  887.4
 FB1780  PID         -  FB1780
 FB1780  STATE/COUNTY-  TN/BLOUNT
 FB1780  USGS QUAD   -  CALDERWOOD (1964)
 FB1780
 FB1780                         *CURRENT SURVEY CONTROL
 FB1780  ___________________________________________________________________
 FB1780* NAD 83(1986)-  35 30 28.     (N)    083 59 42.     (W)     SCALED    
 FB1780* NAVD 88     -       270.59   (+/-2cm)     887.8    (feet)  VERTCON   
 FB1780  ___________________________________________________________________
 FB1780  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FB1780
 FB1780  VERT ORDER  -  ? (See Below)
 FB1780
 FB1780.The horizontal coordinates were scaled from a topographic map and have
 FB1780.an estimated accuracy of +/- 6 seconds.
 FB1780
 FB1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1780.The vertical order pertains to the NGVD 29 superseded value.
 FB1780
 FB1780.The geoid height was determined by GEOID03.
 FB1780
 FB1780;                    North         East    Units  Estimated Accuracy
 FB1780;SPC TN       -   132,170.      781,880.      MT  (+/- 180 meters Scaled)
 FB1780
 FB1780                          SUPERSEDED SURVEY CONTROL
 FB1780
 FB1780  NGVD 29 (??/??/92)  270.699  (m)          888.12   (f) ADJ UNCH    ?  
 FB1780
 FB1780.Superseded values are not recommended for survey control.
 FB1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1780.See file dsdata.txt to determine how the superseded data were derived.
 FB1780
 FB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV283334(NAD 83)
 FB1780_MARKER: B = BOLT
 FB1780_SETTING: 66 = SET IN ROCK OUTCROP
 FB1780_SP_SET: ROCK CUT
 FB1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1780+STABILITY: POSITION/ELEVATION WELL
 FB1780
 FB1780  HISTORY     - Date     Condition        Report By
 FB1780  HISTORY     - UNK      MONUMENTED       DOD
 FB1780  HISTORY     - 1943     GOOD             NGS
 FB1780
 FB1780                          STATION DESCRIPTION
 FB1780
 FB1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1780'AT CALDERWOOD.
 FB1780'SUGGESTED NEW DESCRIPTION-- AT CALDERWOOD, ON THE MAIN ROAD, ABOUT
 FB1780'1000 FEET NORTHWEST OF THE ALUMINUM CO. OF AMERICA, CALDERWOOD
 FB1780'SERVICE BUILDING, ABOUT 332 FEET SOUTHEAST OF THE CENTERLINE OF
 FB1780'A CONCRETE CULVERT UNDER THE MAIN ROAD, 17 FEET NORTHEAST OF
 FB1780'THE CENTERLINE OF THE ROAD, IN A ROCK CUT, AND ABOUT 1 FOOT
 FB1780'HIGHER THAN THE ROAD.  THE CALDERWOOD SERVICE BUILDING REFERRED
 FB1780'TO IS A FIREPROOF BRICK BUILDING.  THE CULVERT IS A 10- BY 3- FOOT
 FB1780'REINFORCED CONCRETE CULVERT UNDER THE MAIN ROAD NEAR THE JUNCTION
 FB1780'OF THE MAIN ROAD AND THE CEDAR VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2610 ***********************************************************************
 AJ2610  DESIGNATION -  89
 AJ2610  PID         -  AJ2610
 AJ2610  STATE/COUNTY-  TN/SHELBY
 AJ2610  USGS QUAD   -  EADS (1983)
 AJ2610
 AJ2610                         *CURRENT SURVEY CONTROL
 AJ2610  ___________________________________________________________________
 AJ2610* NAD 83(1995)-  35 10 51.26884(N)    089 40 18.15144(W)     ADJUSTED  
 AJ2610* NAVD 88     -       125.83   (meters)     412.8    (feet)  LEVELING  
 AJ2610  ___________________________________________________________________
 AJ2610  X           -      29,903.297 (meters)                     COMP
 AJ2610  Y           -  -5,218,883.730 (meters)                     COMP
 AJ2610  Z           -   3,654,346.021 (meters)                     COMP
 AJ2610  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AJ2610  ELLIP HEIGHT-          98.33  (meters)          (04/26/01) GPS OBS
 AJ2610  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ2610
 AJ2610  HORZ ORDER  -  FIRST
 AJ2610  VERT ORDER  -  THIRD ?
 AJ2610  ELLP ORDER  -  FOURTH    CLASS I
 AJ2610
 AJ2610.The horizontal coordinates were established by GPS observations
 AJ2610.and adjusted by the National Geodetic Survey in April 2001..
 AJ2610
 AJ2610.The orthometric height was determined by differential leveling.
 AJ2610.The vertical network tie was performed by a horz. field party for horz.
 AJ2610.obs reductions. Reset procedures were used to establish the elevation.
 AJ2610
 AJ2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2610
 AJ2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2610
 AJ2610.The ellipsoidal height was determined by GPS observations
 AJ2610.and is referenced to NAD 83.
 AJ2610
 AJ2610.The geoid height was determined by GEOID03.
 AJ2610
 AJ2610;                    North         East     Units Scale Factor Converg.
 AJ2610;SPC TN       -   100,312.129   265,629.946   MT  1.00001291   -2 08 58.4
 AJ2610;SPC TN       -   329,107.38    871,487.58   sFT  1.00001291   -2 08 58.4
 AJ2610;UTM  16      - 3,896,374.934   256,710.076   MT  1.00032952   -1 32 24.3
 AJ2610
 AJ2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2610!SPC TN       -   0.99998457  x   1.00001291  =   0.99999748
 AJ2610!UTM  16      -   0.99998457  x   1.00032952  =   1.00031408
 AJ2610
 AJ2610                          SUPERSEDED SURVEY CONTROL
 AJ2610
 AJ2610.No superseded survey control is available for this station.
 AJ2610
 AJ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5671096375(NAD 83)
 AJ2610_MARKER: DD = SURVEY DISK
 AJ2610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2610+WITH SETTING: INFORMATION.
 AJ2610_STAMPING: 089
 AJ2610_MARK LOGO: MLGW  
 AJ2610_PROJECTION: FLUSH
 AJ2610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2610+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AJ2610_ROD/PIPE-DEPTH:  0.8 meters
 AJ2610
 AJ2610  HISTORY     - Date     Condition        Report By
 AJ2610  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2610  HISTORY     - 20060925 GOOD             NRCS
 AJ2610
 AJ2610                          STATION DESCRIPTION
 AJ2610
 AJ2610'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2610'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 1.50
 AJ2610'MILES (2.41 KM) SOUTHEAST OF ARLINGTON TENNESSEE IN THE EADS
 AJ2610'COMMUNITY.
 AJ2610'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2610'ROAD AND GEORGE R JAMES ROAD PROCEED WEST ON GEORGE R JAMES ROAD FOR
 AJ2610'APPROXIMATELY 0.50 MILES (0.80 KM) TO THE STATION ON THE RIGHT.
 AJ2610'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2610'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2610'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 28.50 FEET (8.69 M) WEST
 AJ2610'OF A TELEPHONE PEDESTAL, 23.50 FEET (7.16 M) SOUTH OF THE CENTERLINE
 AJ2610'OF GEORGE R JAMES ROAD, 24.00 FEET (7.32 M) NORTH OF A WOOD GUY POLE
 AJ2610'NO.  131305, 21.00 FEET (6.40 M) SOUTH OF THE CENTERLINE OF GEORGE R
 AJ2610'JAMES ROAD, 6.20 FEET (1.89 M) EAST OF A WATER VALUE, 2.50 FEET (0.76
 AJ2610'M) EAST OF A WOOD POWER POLE NO.  42858 (NO. ON POLE IS DAMAGED) .
 AJ2610'THE STATION IS GUARDED BY ONE YELLOW CARSONITE MARKER.  THE CAP AND
 AJ2610'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2610
 AJ2610                          STATION RECOVERY (2006)
 AJ2610
 AJ2610'RECOVERY NOTE BY NATL RESOUR CONSERV 2006 (RWB)
 AJ2610'DATA SHEET NOTES STATION IS LOCATED ON THE RIGHT, IT IS ACTUALLY
 AJ2610'LOCATED ON THE LEFT SIDE OF GEORGE R JAMES ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0456 ***********************************************************************
 FC0456  DESIGNATION -  890.1
 FC0456  PID         -  FC0456
 FC0456  STATE/COUNTY-  TN/BRADLEY
 FC0456  USGS QUAD   -  MC DONALD (1976)
 FC0456
 FC0456                         *CURRENT SURVEY CONTROL
 FC0456  ___________________________________________________________________
 FC0456* NAD 83(1986)-  35 07 24.     (N)    084 53 19.     (W)     SCALED    
 FC0456* NAVD 88     -       271.291  (meters)     890.06   (feet)  ADJUSTED  
 FC0456  ___________________________________________________________________
 FC0456  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0456  DYNAMIC HT  -         271.023 (meters)     889.18  (feet)  COMP
 FC0456  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FC0456
 FC0456  VERT ORDER  -  FIRST     CLASS II
 FC0456
 FC0456.The horizontal coordinates were scaled from a topographic map and have
 FC0456.an estimated accuracy of +/- 6 seconds.
 FC0456
 FC0456.The orthometric height was determined by differential leveling
 FC0456.and adjusted by the National Geodetic Survey in June 1991..
 FC0456
 FC0456.The geoid height was determined by GEOID03.
 FC0456
 FC0456.The dynamic height is computed by dividing the NAVD 88
 FC0456.geopotential number by the normal gravity value computed on the
 FC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0456.degrees latitude (g = 980.6199 gals.).
 FC0456
 FC0456.The modeled gravity was interpolated from observed gravity values.
 FC0456
 FC0456;                    North         East    Units  Estimated Accuracy
 FC0456;SPC TN       -    88,230.      701,310.      MT  (+/- 180 meters Scaled)
 FC0456
 FC0456                          SUPERSEDED SURVEY CONTROL
 FC0456
 FC0456  NGVD 29 (??/??/92)  271.295  (m)          890.07   (f) ADJ UNCH    1 2
 FC0456
 FC0456.Superseded values are not recommended for survey control.
 FC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0456.See file dsdata.txt to determine how the superseded data were derived.
 FC0456
 FC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923887(NAD 83)
 FC0456_MARKER: Q = CHISELED SQUARE
 FC0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0456_SP_SET: CULVERT
 FC0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0456
 FC0456  HISTORY     - Date     Condition        Report By
 FC0456  HISTORY     - UNK      MONUMENTED       USGS
 FC0456  HISTORY     - 1965     GOOD             NGS
 FC0456  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0456
 FC0456                          STATION DESCRIPTION
 FC0456
 FC0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0456'2.5 MI S FROM CLEVELAND.
 FC0456'NOTE-- THE ROAD CROSSING THE RAILROAD IS DOCKERY LANE.  2.5 MILES
 FC0456'SOUTH ALONG THE CLEVELAND TO COHUTTA BRANCH OF THE SOUTHERN
 FC0456'RAILWAY FROM THE STATION AT CLEVELAND, BRADLEY COUNTY, 17 POLES
 FC0456'SOUTH OF MILEPOST 2, 21 FEET SOUTH FROM THE RAILROAD CROSSING,
 FC0456'10 FEET SOUTHWEST FROM THE WEST RAIL, AT A 3-FOOT CONCRETE CULVERT,
 FC0456'AND ON THE TOP OF THE WEST END.  AN OUTLINED SQUARE.
 FC0456
 FC0456                          STATION RECOVERY (1968)
 FC0456
 FC0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1851 ***********************************************************************
 FB1851  DESIGNATION -  892.0
 FB1851  PID         -  FB1851
 FB1851  STATE/COUNTY-  TN/KNOX
 FB1851  USGS QUAD   -  SHOOKS GAP (1987)
 FB1851
 FB1851                         *CURRENT SURVEY CONTROL
 FB1851  ___________________________________________________________________
 FB1851* NAD 83(1986)-  35 57 33.     (N)    083 50 17.     (W)     SCALED    
 FB1851* NAVD 88     -       271.63   (+/-2cm)     891.2    (feet)  VERTCON   
 FB1851  ___________________________________________________________________
 FB1851  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1851
 FB1851  VERT ORDER  -  ? (See Below)
 FB1851
 FB1851.The horizontal coordinates were scaled from a topographic map and have
 FB1851.an estimated accuracy of +/- 6 seconds.
 FB1851
 FB1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1851.The vertical order pertains to the NGVD 29 superseded value.
 FB1851
 FB1851.The geoid height was determined by GEOID03.
 FB1851
 FB1851;                    North         East    Units  Estimated Accuracy
 FB1851;SPC TN       -   182,540.      795,000.      MT  (+/- 180 meters Scaled)
 FB1851
 FB1851                          SUPERSEDED SURVEY CONTROL
 FB1851
 FB1851  NGVD 29 (??/??/92)  271.771  (m)          891.64   (f) ADJ UNCH    ?  
 FB1851
 FB1851.Superseded values are not recommended for survey control.
 FB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1851.See file dsdata.txt to determine how the superseded data were derived.
 FB1851
 FB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV440831(NAD 83)
 FB1851_MARKER: Q = CHISELED SQUARE
 FB1851_SETTING: 80 = SET IN A BOULDER
 FB1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1851+STABILITY: SURFACE MOTION
 FB1851
 FB1851  HISTORY     - Date     Condition        Report By
 FB1851  HISTORY     - UNK      MONUMENTED       USGS
 FB1851  HISTORY     - 1936     GOOD             USGS
 FB1851
 FB1851                          STATION DESCRIPTION
 FB1851
 FB1851'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1851'1 MI W FROM MARBLEDALE.
 FB1851'1 MILE (AIRLINE) WEST OF MARBLEDALE, 0.6 MILE EAST ALONG OLD
 FB1851'DANDRIDGE PIKE FROM THE EAST APPROACH OF THE SOUTHERN RAILWAY BRIDGE
 FB1851'OVER HOLSTON RIVER, 21 FEET WEST OF THE TRACK, 12 FEET NORTH OF
 FB1851'THE PIKE, AT A ROCK QUARRY, AND ON THE TOP OF A BOULDER.  A
 FB1851'CHISELED SQUARE, PAINTED USBM 892.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3711 ***********************************************************************
 DH3711  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3711  DESIGNATION -  8930N15
 DH3711  PID         -  DH3711
 DH3711  STATE/COUNTY-  TN/DYER
 DH3711  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 DH3711
 DH3711                         *CURRENT SURVEY CONTROL
 DH3711  ___________________________________________________________________
 DH3711* NAD 83(1995)-  36 03 45.28012(N)    089 30 09.43394(W)     ADJUSTED  
 DH3711* NAVD 88     -        84.33   (meters)     276.7    (feet)  GPS OBS   
 DH3711  ___________________________________________________________________
 DH3711  X           -      44,809.941 (meters)                     COMP
 DH3711  Y           -  -5,161,765.189 (meters)                     COMP
 DH3711  Z           -   3,733,839.949 (meters)                     COMP
 DH3711  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DH3711  ELLIP HEIGHT-          56.07  (meters)          (05/31/05) GPS OBS
 DH3711  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DH3711
 DH3711  HORZ ORDER  -  FIRST
 DH3711  ELLP ORDER  -  FOURTH    CLASS II
 DH3711
 DH3711.The horizontal coordinates were established by GPS observations
 DH3711.and adjusted by the National Geodetic Survey in May 2005..
 DH3711
 DH3711.The orthometric height was determined by GPS observations and a
 DH3711.high-resolution geoid model using precise GPS observation and
 DH3711.processing techniques.
 DH3711
 DH3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3711
 DH3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3711
 DH3711.The ellipsoidal height was determined by GPS observations
 DH3711.and is referenced to NAD 83.
 DH3711
 DH3711.The geoid height was determined by GEOID03.
 DH3711
 DH3711;                    North         East     Units Scale Factor Converg.
 DH3711;SPC TN       -   197,504.704   284,521.644   MT  0.99995633   -2 03 02.1
 DH3711;SPC TN       -   647,980.02    933,468.09   sFT  0.99995633   -2 03 02.1
 DH3711;UTM  16      - 3,993,788.136   274,600.903   MT  1.00022604   -1 28 25.8
 DH3711
 DH3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3711!SPC TN       -   0.99999120  x   0.99995633  =   0.99994753
 DH3711!UTM  16      -   0.99999120  x   1.00022604  =   1.00021724
 DH3711
 DH3711                          SUPERSEDED SURVEY CONTROL
 DH3711
 DH3711.No superseded survey control is available for this station.
 DH3711
 DH3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7460193788(NAD 83)
 DH3711_MARKER: DD = SURVEY DISK
 DH3711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3711_STAMPING: 8930N15 2003
 DH3711_MARK LOGO: USACE 
 DH3711_PROJECTION: RECESSED 10 CENTIMETERS
 DH3711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3711+STABILITY: SURFACE MOTION
 DH3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3711+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3711
 DH3711  HISTORY     - Date     Condition        Report By
 DH3711  HISTORY     - 20030429 MONUMENTED       USACE
 DH3711  HISTORY     - 20030708 GOOD             EMCINC
 DH3711
 DH3711                          STATION DESCRIPTION
 DH3711
 DH3711'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3711'TO REACH MARK FROM THE CENTERLINE OF HIGHWAY 182 DIRECTLY BENEATH THE
 DH3711'OVERPASS OF  INTERSTATE 155 (EXIT 7), 7.0 MILES NORTHWEST OF
 DH3711'DYERSBURG, TENNESSEE, PROCEED SOUTH  ALONG HIGHWAY 182 FOR 1.0 MILES
 DH3711'TO A GRAVEL DRIVEWAY TO 1829 HIGHWAY 182 TO THE RIGHT.  TURN RIGHT AND
 DH3711'PROCEED WEST ALONG GRAVEL DRIVEWAY FOR 0.05 MILES TO THE CROSSING OF
 DH3711'IC  RAILROAD TRACK AND THE MARK ON THE RIGHT. MARK IS LOCATED 7.6 FEET
 DH3711'EAST OF EAST RAIL OF  RAILROAD TRACK, 10.5 FEET NORTH OF THE
 DH3711'CENTERLINE OF GRAVEL DRIVE AND 99.3 FEET WEST,  SOUTHWEST OF SOUTHWEST
 DH3711'CORNER OF MOBILE HOME. A MEMPHIS CORPS OF ENGINEERS  ALUMINUM
 DH3711'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3711'COVER.  DISK AND ACCESS COVER STAMPED 8930N15 2003. DISK IS RECESSED
 DH3711'10 CENTIMETERS UNDER  ACCESS COVER. MARK IS 1.5 FEET EAST OF A
 DH3711'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3712 ***********************************************************************
 DH3712  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3712  DESIGNATION -  8930N16
 DH3712  PID         -  DH3712
 DH3712  STATE/COUNTY-  TN/DYER
 DH3712  USGS QUAD   -  MISTON (1983)
 DH3712
 DH3712                         *CURRENT SURVEY CONTROL
 DH3712  ___________________________________________________________________
 DH3712* NAD 83(1995)-  36 07 40.46970(N)    089 28 40.29727(W)     ADJUSTED  
 DH3712* NAVD 88     -        82.20   (meters)     269.7    (feet)  GPS OBS   
 DH3712  ___________________________________________________________________
 DH3712  X           -      47,001.642 (meters)                     COMP
 DH3712  Y           -  -5,157,473.048 (meters)                     COMP
 DH3712  Z           -   3,739,696.276 (meters)                     COMP
 DH3712  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DH3712  ELLIP HEIGHT-          53.88  (meters)          (05/31/05) GPS OBS
 DH3712  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH3712
 DH3712  HORZ ORDER  -  FIRST
 DH3712  ELLP ORDER  -  FOURTH    CLASS II
 DH3712
 DH3712.The horizontal coordinates were established by GPS observations
 DH3712.and adjusted by the National Geodetic Survey in May 2005..
 DH3712
 DH3712.The orthometric height was determined by GPS observations and a
 DH3712.high-resolution geoid model using precise GPS observation and
 DH3712.processing techniques.
 DH3712
 DH3712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3712
 DH3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3712
 DH3712.The ellipsoidal height was determined by GPS observations
 DH3712.and is referenced to NAD 83.
 DH3712
 DH3712.The geoid height was determined by GEOID03.
 DH3712
 DH3712;                    North         East     Units Scale Factor Converg.
 DH3712;SPC TN       -   204,669.412   287,008.375   MT  0.99996151   -2 02 09.9
 DH3712;SPC TN       -   671,486.23    941,626.64   sFT  0.99996151   -2 02 09.9
 DH3712;UTM  16      - 4,000,979.338   277,016.155   MT  1.00021269   -1 27 41.5
 DH3712
 DH3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3712!SPC TN       -   0.99999154  x   0.99996151  =   0.99995305
 DH3712!UTM  16      -   0.99999154  x   1.00021269  =   1.00020423
 DH3712
 DH3712                          SUPERSEDED SURVEY CONTROL
 DH3712
 DH3712.No superseded survey control is available for this station.
 DH3712
 DH3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7701600979(NAD 83)
 DH3712_MARKER: DD = SURVEY DISK
 DH3712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3712_STAMPING: 8930N16 2003
 DH3712_MARK LOGO: USACE 
 DH3712_PROJECTION: RECESSED 8 CENTIMETERS
 DH3712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3712+STABILITY: SURFACE MOTION
 DH3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3712+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3712
 DH3712  HISTORY     - Date     Condition        Report By
 DH3712  HISTORY     - 20030429 MONUMENTED       USACE
 DH3712  HISTORY     - 20030708 GOOD             EMCINC
 DH3712
 DH3712                          STATION DESCRIPTION
 DH3712
 DH3712'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3712'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 78 AND HIGHWAY 103
 DH3712'AT THE  COMMUNITY OF BOGOTA, TENNESSEE, PROCEED WEST ALONG HIGHWAY 103
 DH3712'FOR 1.3 MILES TO ITS  JUNCTION WITH BARBWIRE ROAD ON THE LEFT. TURN
 DH3712'LEFT AND PROCEED SOUTH ALONG BARBWIRE  ROAD FOR 2.3 MILES TO ITS
 DH3712'JUNCTION WITH SYCAMORE CORNER LOOP ON THE RIGHT. TURN RIGHT  AND
 DH3712'PROCEED WEST ALONG SYCAMORE CORNER LOOP FOR 0.9 MILES TO A LOCKED GATE
 DH3712'AT A  PRIVATE LEVEE AND THE MARK ON THE RIGHT. MARK IS LOCATED 18.7
 DH3712'FEET NORTH OF CENTER OF  LOCKED GATE, 15.8 FEET WEST OF GRAVEL ROAD
 DH3712'LEADING NORTH AND 5.5 FEET EAST OF NORTH  METAL GATE POST AND
 DH3712'CARSONITE WITNESS POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3712'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3712'COVER. DISK AND  ACCESS COVER STAMPED 8930N16 2003. DISK IS RECESSED 8
 DH3712'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3713 ***********************************************************************
 DH3713  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3713  DESIGNATION -  8930N17
 DH3713  PID         -  DH3713
 DH3713  STATE/COUNTY-  TN/DYER
 DH3713  USGS QUAD   -  MISTON (1983)
 DH3713
 DH3713                         *CURRENT SURVEY CONTROL
 DH3713  ___________________________________________________________________
 DH3713* NAD 83(1995)-  36 11 20.41461(N)    089 29 48.31520(W)     ADJUSTED  
 DH3713* NAVD 88     -        83.21   (meters)     273.0    (feet)  GPS OBS   
 DH3713  ___________________________________________________________________
 DH3713  X           -      45,265.784 (meters)                     COMP
 DH3713  Y           -  -5,153,489.231 (meters)                     COMP
 DH3713  Z           -   3,745,170.424 (meters)                     COMP
 DH3713  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH3713  ELLIP HEIGHT-          54.84  (meters)          (05/31/05) GPS OBS
 DH3713  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DH3713
 DH3713  HORZ ORDER  -  FIRST
 DH3713  ELLP ORDER  -  FOURTH    CLASS II
 DH3713
 DH3713.The horizontal coordinates were established by GPS observations
 DH3713.and adjusted by the National Geodetic Survey in May 2005..
 DH3713
 DH3713.The orthometric height was determined by GPS observations and a
 DH3713.high-resolution geoid model using precise GPS observation and
 DH3713.processing techniques.
 DH3713
 DH3713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3713
 DH3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3713
 DH3713.The ellipsoidal height was determined by GPS observations
 DH3713.and is referenced to NAD 83.
 DH3713
 DH3713.The geoid height was determined by GEOID03.
 DH3713
 DH3713;                    North         East     Units Scale Factor Converg.
 DH3713;SPC TN       -   211,504.743   285,550.894   MT  0.99996753   -2 02 49.7
 DH3713;SPC TN       -   693,911.81    936,844.89   sFT  0.99996753   -2 02 49.7
 DH3713;UTM  16      - 4,007,801.462   275,489.953   MT  1.00022110   -1 28 29.4
 DH3713
 DH3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3713!SPC TN       -   0.99999139  x   0.99996753  =   0.99995892
 DH3713!UTM  16      -   0.99999139  x   1.00022110  =   1.00021249
 DH3713
 DH3713                          SUPERSEDED SURVEY CONTROL
 DH3713
 DH3713.No superseded survey control is available for this station.
 DH3713
 DH3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7549007801(NAD 83)
 DH3713_MARKER: DD = SURVEY DISK
 DH3713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3713_STAMPING: 8930N17 2003
 DH3713_MARK LOGO: USACE 
 DH3713_PROJECTION: RECESSED 16 CENTIMETERS
 DH3713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3713+STABILITY: SURFACE MOTION
 DH3713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3713+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3713
 DH3713  HISTORY     - Date     Condition        Report By
 DH3713  HISTORY     - 20030429 MONUMENTED       USACE
 DH3713  HISTORY     - 20030708 GOOD             EMCINC
 DH3713
 DH3713                          STATION DESCRIPTION
 DH3713
 DH3713'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3713'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 78 AND HIGHWAY 103
 DH3713'AT THE  COMMUNITY OF BOGOTA, TENNESSEE, PROCEED WEST ALONG HIGHWAY 103
 DH3713'FOR 3.0 MILES TO ITS  JUNCTION WITH MISTON TANK ROAD IN THE COMMUNITY
 DH3713'OF MISTON, TENNESSEE. TURN RIGHT AND  PROCEED NORTH ALONG MISTON TANK
 DH3713'ROAD FOR 1.75 MILES TO AN ABANDONED GRAVEL CROSSING  WITH THE IC
 DH3713'RAILROAD TRACKS, WHICH IS APPROXIMATELY 50 FEET SOUTH OF THE LAKE
 DH3713'COUNTY-DYER COUNTY LINE AND THE MARK ON THE LEFT. MARK IS LOCATED 29.0
 DH3713'FEET WEST OF THE  CENTERLINE OF MISTON TANK ROAD, 10.2 FEET SOUTH OF
 DH3713'THE CENTERLINE OF GRAVEL RAILROAD  CROSSING, 8.7 FEET EAST OF EAST
 DH3713'RAIL OF RAILROAD TRACKS AND 36.6 FEET NORTHEAST OF A  POWER POLE. A
 DH3713'MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A
 DH3713'7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3713'STAMPED 8930N17 2003.  DISK IS RECESSED 16 CENTIMETERS BELOW ACCESS
 DH3713'COVER. MARK IS 1.0 FEET EAST OF A CARSONITE  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3714 ***********************************************************************
 DH3714  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3714  DESIGNATION -  8930N18
 DH3714  PID         -  DH3714
 DH3714  STATE/COUNTY-  TN/LAKE
 DH3714  USGS QUAD   -  RIDGELY (1981)
 DH3714
 DH3714                         *CURRENT SURVEY CONTROL
 DH3714  ___________________________________________________________________
 DH3714* NAD 83(1995)-  36 15 06.16553(N)    089 29 48.71082(W)     ADJUSTED  
 DH3714* NAVD 88     -        85.39   (meters)     280.2    (feet)  GPS OBS   
 DH3714  ___________________________________________________________________
 DH3714  X           -      45,219.809 (meters)                     COMP
 DH3714  Y           -  -5,149,379.554 (meters)                     COMP
 DH3714  Z           -   3,750,785.392 (meters)                     COMP
 DH3714  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DH3714  ELLIP HEIGHT-          57.00  (meters)          (05/31/05) GPS OBS
 DH3714  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DH3714
 DH3714  HORZ ORDER  -  FIRST
 DH3714  ELLP ORDER  -  FOURTH    CLASS II
 DH3714
 DH3714.The horizontal coordinates were established by GPS observations
 DH3714.and adjusted by the National Geodetic Survey in May 2005..
 DH3714
 DH3714.The orthometric height was determined by GPS observations and a
 DH3714.high-resolution geoid model using precise GPS observation and
 DH3714.processing techniques.
 DH3714
 DH3714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3714
 DH3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3714
 DH3714.The ellipsoidal height was determined by GPS observations
 DH3714.and is referenced to NAD 83.
 DH3714
 DH3714.The geoid height was determined by GEOID03.
 DH3714
 DH3714;                    North         East     Units Scale Factor Converg.
 DH3714;SPC TN       -   218,458.792   285,789.580   MT  0.99997490   -2 02 49.9
 DH3714;SPC TN       -   716,726.89    937,627.98   sFT  0.99997490   -2 02 49.9
 DH3714;UTM  16      - 4,014,759.281   275,659.343   MT  1.00022015   -1 28 37.5
 DH3714
 DH3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3714!SPC TN       -   0.99999105  x   0.99997490  =   0.99996595
 DH3714!UTM  16      -   0.99999105  x   1.00022015  =   1.00021120
 DH3714
 DH3714                          SUPERSEDED SURVEY CONTROL
 DH3714
 DH3714.No superseded survey control is available for this station.
 DH3714
 DH3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7565914759(NAD 83)
 DH3714_MARKER: DD = SURVEY DISK
 DH3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3714_STAMPING: 8930N18 2003
 DH3714_MARK LOGO: USACE 
 DH3714_PROJECTION: RECESSED 12 CENTIMETERS
 DH3714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3714+STABILITY: SURFACE MOTION
 DH3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3714+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DH3714
 DH3714  HISTORY     - Date     Condition        Report By
 DH3714  HISTORY     - 20030430 MONUMENTED       USACE
 DH3714  HISTORY     - 20030709 GOOD             EMCINC
 DH3714
 DH3714                          STATION DESCRIPTION
 DH3714
 DH3714'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3714'TO REACH MARK FROM THE JUNCTION OF HIGHWAY 78 AND HIGHWAY 79, 2.0
 DH3714'MILES SOUTH OF  RIDGELY, TENNESSEE, PROCEED WEST ALONG HIGHWAY 79 FOR
 DH3714'1.2 MILES TO ITS JUNCTION WITH  TANK ROAD. TURN RIGHT AND PROCEED
 DH3714'NORTH ALONG TANK ROAD FOR 1.4 MILES TO WHERE TANK  ROAD MAKES A
 DH3714'90-DEGREE TURN TO THE EAST AND A GRAVEL RAILROAD CROSSING TO THE WEST
 DH3714'AND THE MARK ON THE LEFT. MARK IS LOCATED 31.0 FEET WEST OF THE
 DH3714'CENTERLINE OF TANK ROAD,  17.5 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 DH3714'ROAD, 12.6 FEET EAST OF EAST RAIL OF RAILROAD  TRACKS, 2.0 FEET
 DH3714'SOUTHWEST OF A METAL CABLE POST AND 1.5 FEET EAST OF A CARSONITE
 DH3714'WITNESS POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK
 DH3714'ATTACHED TO A  7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND
 DH3714'ACCESS COVER STAMPED 8930N18 2003.  DISK IS RECESSED 12 CENTIMETERS
 DH3714'UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3715 ***********************************************************************
 DH3715  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3715  DESIGNATION -  8930N19
 DH3715  PID         -  DH3715
 DH3715  STATE/COUNTY-  TN/LAKE
 DH3715  USGS QUAD   -  MOORING (1983)
 DH3715
 DH3715                         *CURRENT SURVEY CONTROL
 DH3715  ___________________________________________________________________
 DH3715* NAD 83(1995)-  36 18 38.77776(N)    089 30 20.54581(W)     ADJUSTED  
 DH3715* NAVD 88     -        85.32   (meters)     279.9    (feet)  GPS OBS   
 DH3715  ___________________________________________________________________
 DH3715  X           -      44,391.596 (meters)                     COMP
 DH3715  Y           -  -5,145,508.521 (meters)                     COMP
 DH3715  Z           -   3,756,068.251 (meters)                     COMP
 DH3715  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DH3715  ELLIP HEIGHT-          56.91  (meters)          (05/31/05) GPS OBS
 DH3715  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DH3715
 DH3715  HORZ ORDER  -  FIRST
 DH3715  ELLP ORDER  -  FOURTH    CLASS II
 DH3715
 DH3715.The horizontal coordinates were established by GPS observations
 DH3715.and adjusted by the National Geodetic Survey in May 2005..
 DH3715
 DH3715.The orthometric height was determined by GPS observations and a
 DH3715.high-resolution geoid model using precise GPS observation and
 DH3715.processing techniques.
 DH3715
 DH3715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3715
 DH3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3715
 DH3715.The ellipsoidal height was determined by GPS observations
 DH3715.and is referenced to NAD 83.
 DH3715
 DH3715.The geoid height was determined by GEOID03.
 DH3715
 DH3715;                    North         East     Units Scale Factor Converg.
 DH3715;SPC TN       -   225,036.307   285,230.022   MT  0.99998293   -2 03 08.6
 DH3715;SPC TN       -   738,306.62    935,792.16   sFT  0.99998293   -2 03 08.6
 DH3715;UTM  16      - 4,021,332.512   275,034.336   MT  1.00022360   -1 29 03.9
 DH3715
 DH3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3715!SPC TN       -   0.99999107  x   0.99998293  =   0.99997400
 DH3715!UTM  16      -   0.99999107  x   1.00022360  =   1.00021467
 DH3715
 DH3715                          SUPERSEDED SURVEY CONTROL
 DH3715
 DH3715.No superseded survey control is available for this station.
 DH3715
 DH3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7503421333(NAD 83)
 DH3715_MARKER: DD = SURVEY DISK
 DH3715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3715_STAMPING: 8930N19 2003
 DH3715_MARK LOGO: USACE 
 DH3715_PROJECTION: RECESSED 10 CENTIMETERS
 DH3715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3715+STABILITY: SURFACE MOTION
 DH3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3715+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DH3715
 DH3715  HISTORY     - Date     Condition        Report By
 DH3715  HISTORY     - 20030430 MONUMENTED       USACE
 DH3715  HISTORY     - 20030709 GOOD             EMCINC
 DH3715
 DH3715                          STATION DESCRIPTION
 DH3715
 DH3715'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3715'TO REACH MARK FROM THE LAKE COUNTY HIGHWAY COMMISSION OFFICE AT THE
 DH3715'JUNCTION OF  HIGHWAY 78 AND POPLAR STREET IN RIDGELY, TENNESSEE,
 DH3715'PROCEED NORTH ALONG HIGHWAY 78  FOR 2.5 MILES TO ITS JUNCTION WITH
 DH3715'SHELTON ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST  ALONG SHELTON
 DH3715'ROAD FOR 1.25 MILES TO ITS T-INTERSECTION WITH PASCALL ROAD. TURN
 DH3715'RIGHT  AND PROCEED NORTHWEST ALONG PASCALL ROAD FOR 0.7 MILES TO ITS
 DH3715'JUNCTION WITH SHENER  ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH
 DH3715'ALONG SHENER ROAD FOR 0.3 MILES TO ITS  JUNCTION WITH A GRAVEL ROAD
 DH3715'AND THE MARK ON THE LEFT. MARK IS LOCATED 37.0 FEET WEST OF  THE
 DH3715'CENTERLINE OF SHENER ROAD, 27.8 FEET NORTHEAST OF THE CENTERLINE OF
 DH3715'ALGEE ROAD, 39.3  FEET SOUTH OF A POWER POLE AND 1.5 FEET SOUTH OF A
 DH3715'CARSONITE WITNESS POST. A MEMPHIS  CORPS OF ENGINEERS ALUMINUM
 DH3715'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER  AN ACCESS
 DH3715'COVER. DISK AND ACCESS COVER STAMPED 8930N19 2003. DISK IS RECESSED 10
 DH3715'CENTIMETERS BELOW ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3685 ***********************************************************************
 DH3685  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3685  DESIGNATION -  8930N20
 DH3685  PID         -  DH3685
 DH3685  STATE/COUNTY-  TN/LAKE
 DH3685  USGS QUAD   -  RIDGELY (1981)
 DH3685
 DH3685                         *CURRENT SURVEY CONTROL
 DH3685  ___________________________________________________________________
 DH3685* NAD 83(1995)-  36 22 17.75886(N)    089 29 38.29687(W)     ADJUSTED  
 DH3685* NAVD 88     -        90.45   (meters)     296.8    (feet)  GPS OBS   
 DH3685  ___________________________________________________________________
 DH3685  X           -      45,410.252 (meters)                     COMP
 DH3685  Y           -  -5,141,503.670 (meters)                     COMP
 DH3685  Z           -   3,761,508.318 (meters)                     COMP
 DH3685  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DH3685  ELLIP HEIGHT-          62.02  (meters)          (05/31/05) GPS OBS
 DH3685  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DH3685
 DH3685  HORZ ORDER  -  FIRST
 DH3685  ELLP ORDER  -  FOURTH    CLASS II
 DH3685
 DH3685.The horizontal coordinates were established by GPS observations
 DH3685.and adjusted by the National Geodetic Survey in May 2005..
 DH3685
 DH3685.The orthometric height was determined by GPS observations and a
 DH3685.high-resolution geoid model using precise GPS observation and
 DH3685.processing techniques.
 DH3685
 DH3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3685
 DH3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3685
 DH3685.The ellipsoidal height was determined by GPS observations
 DH3685.and is referenced to NAD 83.
 DH3685
 DH3685.The geoid height was determined by GEOID03.
 DH3685
 DH3685;                    North         East     Units Scale Factor Converg.
 DH3685;SPC TN       -   231,744.049   286,524.227   MT  0.99999232   -2 02 43.8
 DH3685;SPC TN       -   760,313.60    940,038.23   sFT  0.99999232   -2 02 43.8
 DH3685;UTM  16      - 4,028,054.294   276,262.392   MT  1.00021680   -1 28 46.5
 DH3685
 DH3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3685!SPC TN       -   0.99999027  x   0.99999232  =   0.99998259
 DH3685!UTM  16      -   0.99999027  x   1.00021680  =   1.00020706
 DH3685
 DH3685                          SUPERSEDED SURVEY CONTROL
 DH3685
 DH3685.No superseded survey control is available for this station.
 DH3685
 DH3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7626228054(NAD 83)
 DH3685_MARKER: DD = SURVEY DISK
 DH3685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3685_STAMPING: 8930N20 2003
 DH3685_MARK LOGO: USACE 
 DH3685_PROJECTION: FLUSH
 DH3685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3685+STABILITY: SURFACE MOTION
 DH3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3685+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DH3685
 DH3685  HISTORY     - Date     Condition        Report By
 DH3685  HISTORY     - 20030430 MONUMENTED       USACE
 DH3685  HISTORY     - 20030709 GOOD             EMCINC
 DH3685
 DH3685                          STATION DESCRIPTION
 DH3685
 DH3685'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3685'TO REACH THE MARK FROM THE LAKE COUNTY COURTHOUSE AT THE INTERSECTION
 DH3685'OF CHURCH  STREET AND COURT STREET IN TIPTONVILLE, TENNESSEE, PROCEED
 DH3685'WEST ALONG CHURCH STREET  FOR 0.25 MILES TO A POINT WHERE CHURCH
 DH3685'STREET TURNS TO GRAVEL AND BEGINS THE LAKE  COUNTY-DYER COUNTY
 DH3685'MISSISSIPPI RIVER LEVEE. CONTINUE SOUTHWEST ALONG ROAD ON TOP OF
 DH3685'LEVEE FOR 0.6 MILES TO A FLOOD STRUCTURE AND THE MARK ON THE RIGHT.
 DH3685'MARK IS LOCATED ON  THE NORTH END OF A CONCRETE PIER FOR THE WALKWAY
 DH3685'LEADING TO FLOOD STRUCTURE 25.0 FEET  WEST OF THE CENTERLINE OF LEVEE
 DH3685'AND 1.0 FEET EAST OF A CARSONITE WITNESS POST. A U.S.  ARMY CORPS OF
 DH3685'ENGINEERS BRASS DISK STAMPED 8930N20 SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2212 ***********************************************************************
 GA2212  DESIGNATION -  894.6
 GA2212  PID         -  GA2212
 GA2212  STATE/COUNTY-  TN/KNOX
 GA2212  USGS QUAD   -  MASCOT (1987)
 GA2212
 GA2212                         *CURRENT SURVEY CONTROL
 GA2212  ___________________________________________________________________
 GA2212* NAD 83(1986)-  36 03 47.     (N)    083 41 27.     (W)     SCALED    
 GA2212* NAVD 88     -       272.56   (+/-2cm)     894.2    (feet)  VERTCON   
 GA2212  ___________________________________________________________________
 GA2212  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2212
 GA2212  VERT ORDER  -  ? (See Below)
 GA2212
 GA2212.The horizontal coordinates were scaled from a topographic map and have
 GA2212.an estimated accuracy of +/- 6 seconds.
 GA2212
 GA2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2212.The vertical order pertains to the NGVD 29 superseded value.
 GA2212
 GA2212.The geoid height was determined by GEOID03.
 GA2212
 GA2212;                    North         East    Units  Estimated Accuracy
 GA2212;SPC TN       -   194,370.      808,010.      MT  (+/- 180 meters Scaled)
 GA2212
 GA2212                          SUPERSEDED SURVEY CONTROL
 GA2212
 GA2212  NGVD 29 (??/??/92)  272.685  (m)          894.63   (f) ADJ UNCH    ?  
 GA2212
 GA2212.Superseded values are not recommended for survey control.
 GA2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2212.See file dsdata.txt to determine how the superseded data were derived.
 GA2212
 GA2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV576942(NAD 83)
 GA2212_MARKER: DD = SURVEY DISK
 GA2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2212+STABILITY: SURFACE MOTION
 GA2212
 GA2212  HISTORY     - Date     Condition        Report By
 GA2212  HISTORY     - UNK      MONUMENTED       TNGS
 GA2212  HISTORY     - 1935     GOOD             NGS
 GA2212  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2212
 GA2212                          STATION DESCRIPTION
 GA2212
 GA2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA2212'1 MI SW FROM STRAWBERRY PLAINS.
 GA2212'IN KNOX COUNTY, 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2212'STATION AT STRAWBERRY PLAINS, JEFFERSON COUNTY, ON THE RIGHT BANK
 GA2212'OF HOLSTON RIVER, 150 FEET WEST OF THE TRIPLE-ARCH CONCRETE
 GA2212'BRIDGE, 110 FEET NORTHWEST OF THE CENTERLINE OF A RAILROAD
 GA2212'OVERPASS, AND 14 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND
 GA2212'TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GA2212'POST.
 GA2212
 GA2212                          STATION RECOVERY (1967)
 GA2212
 GA2212'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0178 ***********************************************************************
 FD0178  DESIGNATION -  895
 FD0178  PID         -  FD0178
 FD0178  STATE/COUNTY-  TN/LINCOLN
 FD0178  USGS QUAD   -  FLINTVILLE (1972)
 FD0178
 FD0178                         *CURRENT SURVEY CONTROL
 FD0178  ___________________________________________________________________
 FD0178* NAD 83(1986)-  35 03 55.     (N)    086 25 24.     (W)     SCALED    
 FD0178* NAVD 88     -       272.059  (meters)     892.58   (feet)  ADJUSTED  
 FD0178  ___________________________________________________________________
 FD0178  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD0178  DYNAMIC HT  -         271.796 (meters)     891.72  (feet)  COMP
 FD0178  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 FD0178
 FD0178  VERT ORDER  -  FIRST     CLASS II
 FD0178
 FD0178.The horizontal coordinates were scaled from a topographic map and have
 FD0178.an estimated accuracy of +/- 6 seconds.
 FD0178
 FD0178.The orthometric height was determined by differential leveling
 FD0178.and adjusted by the National Geodetic Survey in June 1991..
 FD0178
 FD0178.The geoid height was determined by GEOID03.
 FD0178
 FD0178.The dynamic height is computed by dividing the NAVD 88
 FD0178.geopotential number by the normal gravity value computed on the
 FD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0178.degrees latitude (g = 980.6199 gals.).
 FD0178
 FD0178.The modeled gravity was interpolated from observed gravity values.
 FD0178
 FD0178;                    North         East    Units  Estimated Accuracy
 FD0178;SPC TN       -    81,290.      561,380.      MT  (+/- 180 meters Scaled)
 FD0178
 FD0178                          SUPERSEDED SURVEY CONTROL
 FD0178
 FD0178  NGVD 29 (??/??/92)  272.024  (m)          892.47   (f) ADJ UNCH    1 2
 FD0178
 FD0178.Superseded values are not recommended for survey control.
 FD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0178.See file dsdata.txt to determine how the superseded data were derived.
 FD0178
 FD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED525804(NAD 83)
 FD0178_MARKER: DD = SURVEY DISK
 FD0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0178_SP_SET: CULVERT
 FD0178_STAMPING: 895 NASHVILLE 1899
 FD0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0178
 FD0178  HISTORY     - Date     Condition        Report By
 FD0178  HISTORY     - 1899     MONUMENTED       USGS
 FD0178  HISTORY     - 1949     GOOD             NGS
 FD0178  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0178
 FD0178                          STATION DESCRIPTION
 FD0178
 FD0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0178'0.2 MI NW FROM FLINTVILLE.
 FD0178'0.25 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0178'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, SET VERTICALLY
 FD0178'IN THE CAP STONE OF A 5-FOOT CULVERT UNDER TRACK, 19.8 FEET
 FD0178'SOUTHWEST OF THE SOUTHWEST RAIL, 13 1/2 FEET NORTHEAST OF THE
 FD0178'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 6 1/2
 FD0178'FEET BELOW THE TRACK AND SET IN A DRILL HOLE.
 FD0178
 FD0178                          STATION RECOVERY (2001)
 FD0178
 FD0178'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0178'RAILROAD HAS BEEN DEMOLISHED, REPLACED BY ROAD. STONE CULVERT HAS BEEN
 FD0178'REPLACED BY A PRE-CAST BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0448 ***********************************************************************
 FC0448  DESIGNATION -  895 MC
 FC0448  PID         -  FC0448
 FC0448  STATE/COUNTY-  TN/BRADLEY
 FC0448  USGS QUAD   -  MC DONALD (1976)
 FC0448
 FC0448                         *CURRENT SURVEY CONTROL
 FC0448  ___________________________________________________________________
 FC0448* NAD 83(1986)-  35 05 07.     (N)    084 54 29.     (W)     SCALED    
 FC0448* NAVD 88     -       272.634  (meters)     894.47   (feet)  ADJUSTED  
 FC0448  ___________________________________________________________________
 FC0448  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0448  DYNAMIC HT  -         272.362 (meters)     893.57  (feet)  COMP
 FC0448  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC0448
 FC0448  VERT ORDER  -  FIRST     CLASS I
 FC0448
 FC0448.The horizontal coordinates were scaled from a topographic map and have
 FC0448.an estimated accuracy of +/- 6 seconds.
 FC0448
 FC0448.The orthometric height was determined by differential leveling
 FC0448.and adjusted by the National Geodetic Survey in June 1991..
 FC0448.WARNING-Repeat measurements at this control monument indicate possible
 FC0448.vertical movement.
 FC0448
 FC0448.The geoid height was determined by GEOID03.
 FC0448
 FC0448.The dynamic height is computed by dividing the NAVD 88
 FC0448.geopotential number by the normal gravity value computed on the
 FC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0448.degrees latitude (g = 980.6199 gals.).
 FC0448
 FC0448.The modeled gravity was interpolated from observed gravity values.
 FC0448
 FC0448;                    North         East    Units  Estimated Accuracy
 FC0448;SPC TN       -    83,990.      699,580.      MT  (+/- 180 meters Scaled)
 FC0448
 FC0448                          SUPERSEDED SURVEY CONTROL
 FC0448
 FC0448  NGVD 29 (??/??/92)  272.631  (m)          894.46   (f) ADJ UNCH    1 1
 FC0448
 FC0448.Superseded values are not recommended for survey control.
 FC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0448.See file dsdata.txt to determine how the superseded data were derived.
 FC0448
 FC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD907845(NAD 83)
 FC0448_MARKER: DD = SURVEY DISK
 FC0448_SETTING: 66 = SET IN ROCK OUTCROP
 FC0448_SP_SET: SET IN ROCK OUTCROP
 FC0448_STAMPING: 894.565 FT MC
 FC0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0448+STABILITY: POSITION/ELEVATION WELL
 FC0448
 FC0448  HISTORY     - Date     Condition        Report By
 FC0448  HISTORY     - UNK      MONUMENTED       USGS
 FC0448  HISTORY     - 1968     POOR             NGS
 FC0448
 FC0448                          STATION DESCRIPTION
 FC0448
 FC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0448'5.1 MI SW FROM CLEVELAND.
 FC0448'ABOUT 5.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0448'STATION AT CLEVELAND, ABOUT 50 YARDS SOUTHEAST OF AND ACROSS
 FC0448'THE TRACK FROM MILEPOST 5, AT BLUE SPRINGS, 25.9 FEET NORTHEAST
 FC0448'OF BENCH MARK F 256 DESCRIBED, SET VERTICALLY IN THE NORTHWEST
 FC0448'FACE OF THE NORTHEAST END OF A ROCK LEDGE THAT IS ABOUT 30 FEET
 FC0448'LONG BY 5 FEET HIGH AT THE HIGHEST POINT, 139 FEET SOUTHEAST OF
 FC0448'THE SOUTHEAST RAIL, 57 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FC0448'OF A CONCRETE BLOCK HOUSE OVER A LARGE SPRING, 1.3 FEET SOUTHWEST
 FC0448'OF THE NORTHEAST END OF THE ROCK, ABOUT 2 FEET ABOVE THE LEVEL
 FC0448'OF THE GROUND AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 FC0448'NOTE-- THE DISK IS SLIGHTLY BATTERED AND LOOSE, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2560 ***********************************************************************
 AJ2560  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2560  DESIGNATION -  9
 AJ2560  PID         -  AJ2560
 AJ2560  STATE/COUNTY-  TN/SHELBY
 AJ2560  USGS QUAD   -  DRUMMONDS (1983)
 AJ2560
 AJ2560                         *CURRENT SURVEY CONTROL
 AJ2560  ___________________________________________________________________
 AJ2560* NAD 83(1995)-  35 23 07.02578(N)    089 59 45.36253(W)     ADJUSTED  
 AJ2560* NAVD 88     -       115.60   (meters)     379.3    (feet)  GPS OBS   
 AJ2560  ___________________________________________________________________
 AJ2560  X           -         369.431 (meters)                     COMP
 AJ2560  Y           -  -5,205,863.628 (meters)                     COMP
 AJ2560  Z           -   3,672,850.027 (meters)                     COMP
 AJ2560  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AJ2560  ELLIP HEIGHT-          88.22  (meters)          (05/31/05) GPS OBS
 AJ2560  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2560
 AJ2560  HORZ ORDER  -  FIRST
 AJ2560  ELLP ORDER  -  FOURTH    CLASS II
 AJ2560
 AJ2560.The horizontal coordinates were established by GPS observations
 AJ2560.and adjusted by the National Geodetic Survey in May 2005..
 AJ2560
 AJ2560.The orthometric height was determined by GPS observations and a
 AJ2560.high-resolution geoid model using precise GPS observation and
 AJ2560.processing techniques.
 AJ2560
 AJ2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2560
 AJ2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2560
 AJ2560.The ellipsoidal height was determined by GPS observations
 AJ2560.and is referenced to NAD 83.
 AJ2560
 AJ2560.The geoid height was determined by GEOID03.
 AJ2560
 AJ2560;                    North         East     Units Scale Factor Converg.
 AJ2560;SPC TN       -   124,124.483   237,045.136   MT  0.99997888   -2 20 21.8
 AJ2560;SPC TN       -   407,231.74    777,705.58   sFT  0.99997888   -2 20 21.8
 AJ2560;UTM  16      - 3,919,893.298   227,862.515   MT  1.00051277   -1 44 09.3
 AJ2560;UTM  15      - 3,919,915.722   772,876.378   MT  1.00051773   +1 44 26.3
 AJ2560
 AJ2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2560!SPC TN       -   0.99998615  x   0.99997888  =   0.99996503
 AJ2560!UTM  16      -   0.99998615  x   1.00051277  =   1.00049892
 AJ2560!UTM  15      -   0.99998615  x   1.00051773  =   1.00050388
 AJ2560
 AJ2560                          SUPERSEDED SURVEY CONTROL
 AJ2560
 AJ2560  NAD 83(1995)-  35 23 07.02509(N)    089 59 45.36283(W) AD(       ) 1
 AJ2560  ELLIP H (04/26/01)   88.25   (m)                       GP(       ) 4 1
 AJ2560
 AJ2560.Superseded values are not recommended for survey control.
 AJ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2560.See file dsdata.txt to determine how the superseded data were derived.
 AJ2560
 AJ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2786319893(NAD 83)
 AJ2560_MARKER: DD = SURVEY DISK
 AJ2560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2560+WITH SETTING: INFORMATION.
 AJ2560_STAMPING: 009
 AJ2560_MARK LOGO: MLGW  
 AJ2560_PROJECTION: FLUSH
 AJ2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2560+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 AJ2560_ROD/PIPE-DEPTH: 0.8  meters
 AJ2560
 AJ2560  HISTORY     - Date     Condition        Report By
 AJ2560  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2560  HISTORY     - 20030416 GOOD             USACE
 AJ2560  HISTORY     - 20030703 GOOD             EMCINC
 AJ2560
 AJ2560                          STATION DESCRIPTION
 AJ2560
 AJ2560'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2560'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2560'MILE (1.61 KM) EAST OF MEEMAN-SHELBY FOREST STATE PARK.
 AJ2560'TO REACH THE STATION FROM THE INTERSECTION OF HERRING HILL ROAD AND
 AJ2560'SHELBY-TIPTON COUNTY LINE PROCEED SOUTH ON HERRING HILL ROAD
 AJ2560'APPROXIMATELY 0.75 MILE (1.21 KM) TO T-INTERSECTION, RIVERBLUFF ROAD
 AJ2560'TO WEST, HERRING HILL ROAD TO EAST.  THE STATION IS ON THE LEFT.
 AJ2560'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2560'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2560'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 131.00 FEET (39.93 M)
 AJ2560'WEST OF A WOOD POWER POLE NO.  15053, 111.00 FEET (33.83 M) EAST OF
 AJ2560'THE CENTERLINE OF HERRING HILL ROAD TO NORTH, 136.00 FEET (41.45 M)
 AJ2560'NORTHWEST OF A 26 INCH OAK TREE, 107.00 FEET (32.61 M) WEST OF WEST
 AJ2560'END OF HOUSE AT 2039 HERRING HILL ROAD, 60.00 FEET (18.29 M) WEST OF A
 AJ2560'24INCH PINE TREE, 40.00 FEET (12.19 M) NORTHWEST OF THE NORTHEAST
 AJ2560'CORNER OF A BARBEDWIRE FENCE ON THE SOUTH SIDE OF HERRING HILL ROAD,
 AJ2560'21.50 FEET (6.55 M) NORTH OF THE CENTERLINE OF HERRING HILL ROAD.  THE
 AJ2560'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2560
 AJ2560                          STATION RECOVERY (2003)
 AJ2560
 AJ2560'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 AJ2560'RECOVERED IN GOOD CONDITION.
 AJ2560
 AJ2560                          STATION RECOVERY (2003)
 AJ2560
 AJ2560'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ2560'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2540 ***********************************************************************
 GC2540  DESIGNATION -  9 26 7
 GC2540  PID         -  GC2540
 GC2540  STATE/COUNTY-  TN/WILLIAMSON
 GC2540  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2540
 GC2540                         *CURRENT SURVEY CONTROL
 GC2540  ___________________________________________________________________
 GC2540* NAD 83(1995)-  36 00 02.14805(N)    087 03 53.59448(W)     ADJUSTED  
 GC2540* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 GC2540  ___________________________________________________________________
 GC2540  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GC2540  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2540
 GC2540  HORZ ORDER  -  SECOND
 GC2540
 GC2540.The horizontal coordinates were established by classical geodetic methods
 GC2540.and adjusted by the National Geodetic Survey in April 1999..
 GC2540
 GC2540.The orthometric height was scaled from a topographic map.
 GC2540
 GC2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2540
 GC2540.The geoid height was determined by GEOID03.
 GC2540
 GC2540;                    North         East     Units Scale Factor Converg.
 GC2540;SPC TN       -   185,503.972   503,992.997   MT  0.99995261   -0 37 24.3
 GC2540;SPC TN       -   608,607.61  1,653,517.02   sFT  0.99995261   -0 37 24.3
 GC2540;UTM  16      - 3,984,016.580   494,151.901   MT  0.99960042   -0 02 17.3
 GC2540
 GC2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2540!SPC TN       -   0.99996356  x   0.99995261  =   0.99991617
 GC2540!UTM  16      -   0.99996356  x   0.99960042  =   0.99956399
 GC2540
 GC2540                          SUPERSEDED SURVEY CONTROL
 GC2540
 GC2540  NAD 83(1995)-  36 00 02.15026(N)    087 03 53.59764(W) AD(       ) 2
 GC2540  NAD 83(1995)-  36 00 02.15028(N)    087 03 53.59720(W) AD(       ) 2
 GC2540  NAD 83(1986)-  36 00 02.15879(N)    087 03 53.59784(W) AD(       ) 2
 GC2540  NAD 27      -  36 00 01.93300(N)    087 03 53.58100(W) AD(       ) 2
 GC2540
 GC2540.Superseded values are not recommended for survey control.
 GC2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2540.See file dsdata.txt to determine how the superseded data were derived.
 GC2540
 GC2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9415284017(NAD 83)
 GC2540_MARKER: DD = SURVEY DISK
 GC2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2540_MARK LOGO: TNDG  
 GC2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2540+STABILITY: SURFACE MOTION
 GC2540
 GC2540  HISTORY     - Date     Condition        Report By
 GC2540  HISTORY     - 1953     MONUMENTED       TNGS
 GC2540
 GC2540                          STATION DESCRIPTION
 GC2540
 GC2540'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953
 GC2540'SEE STATION MARYMOUNT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2611 ***********************************************************************
 AJ2611  DESIGNATION -  90
 AJ2611  PID         -  AJ2611
 AJ2611  STATE/COUNTY-  TN/SHELBY
 AJ2611  USGS QUAD   -  EADS (1983)
 AJ2611
 AJ2611                         *CURRENT SURVEY CONTROL
 AJ2611  ___________________________________________________________________
 AJ2611* NAD 83(1995)-  35 11 14.36466(N)    089 38 49.27223(W)     ADJUSTED  
 AJ2611* NAVD 88     -       113.1    (meters)     371.     (feet)  GPS OBS   
 AJ2611  ___________________________________________________________________
 AJ2611  X           -      32,149.513 (meters)                     COMP
 AJ2611  Y           -  -5,218,449.853 (meters)                     COMP
 AJ2611  Z           -   3,654,920.431 (meters)                     COMP
 AJ2611  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AJ2611  ELLIP HEIGHT-          85.62  (meters)          (04/26/01) GPS OBS
 AJ2611  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ2611
 AJ2611  HORZ ORDER  -  FIRST
 AJ2611  ELLP ORDER  -  FOURTH    CLASS I
 AJ2611
 AJ2611.The horizontal coordinates were established by GPS observations
 AJ2611.and adjusted by the National Geodetic Survey in April 2001..
 AJ2611
 AJ2611.The orthometric height was determined by GPS observations and a
 AJ2611.high-resolution geoid model.
 AJ2611
 AJ2611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2611
 AJ2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2611
 AJ2611.The ellipsoidal height was determined by GPS observations
 AJ2611.and is referenced to NAD 83.
 AJ2611
 AJ2611.The geoid height was determined by GEOID03.
 AJ2611
 AJ2611;                    North         East     Units Scale Factor Converg.
 AJ2611;SPC TN       -   100,939.339   267,903.733   MT  1.00001165   -2 08 06.4
 AJ2611;SPC TN       -   331,165.15    878,947.50   sFT  1.00001165   -2 08 06.4
 AJ2611;UTM  16      - 3,897,026.489   258,977.769   MT  1.00031599   -1 31 33.9
 AJ2611
 AJ2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2611!SPC TN       -   0.99998656  x   1.00001165  =   0.99999821
 AJ2611!UTM  16      -   0.99998656  x   1.00031599  =   1.00030255
 AJ2611
 AJ2611                          SUPERSEDED SURVEY CONTROL
 AJ2611
 AJ2611.No superseded survey control is available for this station.
 AJ2611
 AJ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5897897026(NAD 83)
 AJ2611_MARKER: DD = SURVEY DISK
 AJ2611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2611+WITH SETTING: INFORMATION.
 AJ2611_STAMPING: 090
 AJ2611_MARK LOGO: MLGW  
 AJ2611_PROJECTION: FLUSH
 AJ2611_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2611+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2611_ROD/PIPE-DEPTH:  0.8 meters
 AJ2611
 AJ2611  HISTORY     - Date     Condition        Report By
 AJ2611  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2611
 AJ2611                          STATION DESCRIPTION
 AJ2611
 AJ2611'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2611'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 1.10
 AJ2611'MILE (1.77 KM) SOUTHEAST OF ARLINGTON TENNESSEE CITY LIMITS AT THE
 AJ2611'SHELBY-FAYETTE COUNTY LINE.
 AJ2611'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2611'ROAD AND GEORGE R JAMES ROAD PROCEED EAST ON GEORGE R JAMES ROAD FOR
 AJ2611'APPROXIMATELY 0.85 MILES (1.37 KM) TO A 90 DEGREE TURN NORTH IN GEORGE
 AJ2611'R.  JAMES ROAD, CONTINUE NORTH FOR 0.40 MILES (0.64 KM) TO COBURN
 AJ2611'ROAD.  THE STATION IS ON THE LEFT.
 AJ2611'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2611'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2611'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 74.30 FEET (22.65 M)
 AJ2611'SOUTHWEST OF A WOOD POWER POLE NO.  181075, 48.00 FEET (14.63 M)
 AJ2611'SOUTHWEST OF A RR SPIKE AT THE INTERSECTION, 46.40 FEET (14.14 M) WEST
 AJ2611'OF A FIRE HYDRANT, 43.40 FEET (13.23 M) SOUTHWEST OF A WATER VALUE,
 AJ2611'40.00 FEET (12.19 M) SOUTH OF THE CENTERLINE OF COBURN ROAD, 27.00
 AJ2611'FEET (8.23 M) WEST OF THE CENTERLINE OF GEORGE R JAMES ROAD. THE CAP
 AJ2611'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3722 ***********************************************************************
 DH3722  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3722  DESIGNATION -  9000N01
 DH3722  PID         -  DH3722
 DH3722  STATE/COUNTY-  TN/SHELBY
 DH3722  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 DH3722
 DH3722                         *CURRENT SURVEY CONTROL
 DH3722  ___________________________________________________________________
 DH3722* NAD 83(1995)-  35 03 44.35232(N)    090 00 01.07597(W)     ADJUSTED  
 DH3722* NAVD 88     -        73.46   (meters)     241.0    (feet)  GPS OBS   
 DH3722  ___________________________________________________________________
 DH3722  X           -         -27.264 (meters)                     COMP
 DH3722  Y           -  -5,226,495.850 (meters)                     COMP
 DH3722  Z           -   3,643,554.727 (meters)                     COMP
 DH3722  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DH3722  ELLIP HEIGHT-          46.08  (meters)          (05/31/05) GPS OBS
 DH3722  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DH3722
 DH3722  HORZ ORDER  -  FIRST
 DH3722  ELLP ORDER  -  FOURTH    CLASS II
 DH3722
 DH3722.The horizontal coordinates were established by GPS observations
 DH3722.and adjusted by the National Geodetic Survey in May 2005..
 DH3722
 DH3722.The orthometric height was determined by GPS observations and a
 DH3722.high-resolution geoid model using precise GPS observation and
 DH3722.processing techniques.
 DH3722
 DH3722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3722
 DH3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3722
 DH3722.The ellipsoidal height was determined by GPS observations
 DH3722.and is referenced to NAD 83.
 DH3722
 DH3722.The geoid height was determined by GEOID03.
 DH3722
 DH3722;                    North         East     Units Scale Factor Converg.
 DH3722;SPC TN       -    88,339.160   235,184.710   MT  1.00003842   -2 20 31.0
 DH3722;SPC TN       -   289,826.06    771,601.84   sFT  1.00003842   -2 20 31.0
 DH3722;UTM  15      - 3,884,070.223   773,562.823   MT  1.00052242   +1 43 27.5
 DH3722;UTM  16      - 3,884,071.865   226,382.646   MT  1.00052279   -1 43 28.7
 DH3722
 DH3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3722!SPC TN       -   0.99999277  x   1.00003842  =   1.00003119
 DH3722!UTM  15      -   0.99999277  x   1.00052242  =   1.00051518
 DH3722!UTM  16      -   0.99999277  x   1.00052279  =   1.00051555
 DH3722
 DH3722                          SUPERSEDED SURVEY CONTROL
 DH3722
 DH3722.No superseded survey control is available for this station.
 DH3722
 DH3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7356384070(NAD 83)
 DH3722_MARKER: DD = SURVEY DISK
 DH3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3722_STAMPING: 9000N01 2003
 DH3722_MARK LOGO: USACE 
 DH3722_PROJECTION: RECESSED 8 CENTIMETERS
 DH3722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3722+STABILITY: SURFACE MOTION
 DH3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3722+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DH3722
 DH3722  HISTORY     - Date     Condition        Report By
 DH3722  HISTORY     - 20030428 MONUMENTED       USACE
 DH3722  HISTORY     - 20030702 GOOD             EMCINC
 DH3722
 DH3722                          STATION DESCRIPTION
 DH3722
 DH3722'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3722'TO REACH THE MARK FROM THE AIRWAYS BOULEVARD (EXIT 23) EXIT OVER
 DH3722'INTERSTATE 240 IN  MEMPHIS, TENNESSEE, PROCEED SOUTH ALONG AIRWAYS
 DH3722'BOULEVARD FOR 1.1 MILES TO ITS  INTERSECTION WITH BROOKS ROAD. TURN
 DH3722'RIGHT AND PROCEED WEST ALONG BROOKS ROAD FOR  0.5 MILES TO A PAVED
 DH3722'ROAD LEADING NORTH AT THE EAST END OF A LARGE BRICK BUILDING AT 1878
 DH3722'BROOKS ROAD. TURN RIGHT AND PROCEED NORTH ALONG PAVED ROAD FOR 0.15
 DH3722'MILES TO THE  MARK ON THE RIGHT AT AN OFFSET IN A CHAINLINK FENCE.
 DH3722'MARK IS LOCATED 12.2 FEET EAST OF  EAST CURB OF PAVED DRIVE, 3.0 FEET
 DH3722'WEST OF CHAINLINK FENCE, 4.1 FEET SOUTH OF A CHAINLINK  FENCE AND 10.2
 DH3722'FEET NORTHEAST OF A POWER POLE. . A MEMPHIS CORPS OF ENGINEERS
 DH3722'ALUMINUM  MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN
 DH3722'ACCESS COVER. DISK AND  ACCESS COVER STAMPED 9000N01 2003. DISK IS
 DH3722'RECESSED 8 CENTIMETERS BELOW ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3716 ***********************************************************************
 DH3716  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3716  DESIGNATION -  9000N05
 DH3716  PID         -  DH3716
 DH3716  STATE/COUNTY-  TN/SHELBY
 DH3716  USGS QUAD   -  MILLINGTON (1997)
 DH3716
 DH3716                         *CURRENT SURVEY CONTROL
 DH3716  ___________________________________________________________________
 DH3716* NAD 83(1995)-  35 18 45.41502(N)    089 59 34.29543(W)     ADJUSTED  
 DH3716* NAVD 88     -        77.47   (meters)     254.2    (feet)  GPS OBS   
 DH3716  ___________________________________________________________________
 DH3716  X           -         649.328 (meters)                     COMP
 DH3716  Y           -  -5,210,497.176 (meters)                     COMP
 DH3716  Z           -   3,666,251.816 (meters)                     COMP
 DH3716  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH3716  ELLIP HEIGHT-          50.14  (meters)          (05/31/05) GPS OBS
 DH3716  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3716
 DH3716  HORZ ORDER  -  FIRST
 DH3716  ELLP ORDER  -  FOURTH    CLASS II
 DH3716
 DH3716.The horizontal coordinates were established by GPS observations
 DH3716.and adjusted by the National Geodetic Survey in May 2005..
 DH3716
 DH3716.The orthometric height was determined by GPS observations and a
 DH3716.high-resolution geoid model using precise GPS observation and
 DH3716.processing techniques.
 DH3716
 DH3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3716
 DH3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3716
 DH3716.The ellipsoidal height was determined by GPS observations
 DH3716.and is referenced to NAD 83.
 DH3716
 DH3716.The geoid height was determined by GEOID03.
 DH3716
 DH3716;                    North         East     Units Scale Factor Converg.
 DH3716;SPC TN       -   116,057.445   236,995.373   MT  0.99998954   -2 20 15.3
 DH3716;SPC TN       -   380,765.13    777,542.32   sFT  0.99998954   -2 20 15.3
 DH3716;UTM  16      - 3,911,821.920   227,897.952   MT  1.00051255   -1 43 51.8
 DH3716;UTM  15      - 3,911,861.264   773,400.770   MT  1.00052128   +1 44 21.5
 DH3716
 DH3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3716!SPC TN       -   0.99999213  x   0.99998954  =   0.99998167
 DH3716!UTM  16      -   0.99999213  x   1.00051255  =   1.00050468
 DH3716!UTM  15      -   0.99999213  x   1.00052128  =   1.00051341
 DH3716
 DH3716                          SUPERSEDED SURVEY CONTROL
 DH3716
 DH3716.No superseded survey control is available for this station.
 DH3716
 DH3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2789811822(NAD 83)
 DH3716_MARKER: DD = SURVEY DISK
 DH3716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3716_STAMPING: 9000N05 2003
 DH3716_MARK LOGO: USACE 
 DH3716_PROJECTION: RECESSED 10 CENTIMETERS
 DH3716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3716+STABILITY: SURFACE MOTION
 DH3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3716+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DH3716
 DH3716  HISTORY     - Date     Condition        Report By
 DH3716  HISTORY     - 20030428 MONUMENTED       USACE
 DH3716  HISTORY     - 20030702 GOOD             EMCINC
 DH3716
 DH3716                          STATION DESCRIPTION
 DH3716
 DH3716'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3716'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND RUST
 DH3716'ROAD  APPROXIMATELY 6.0 MILES SOUTHWEST OF MILLINGTON, TENNESSEE,
 DH3716'PROCEED WEST ALONG RUST  ROAD FOR 0.25 MILES TO ITS JUNCTION WITH
 DH3716'WOODSTOCK-CUBA ROAD ON THE RIGHT. TURN RIGHT  ON WOODSTOCK-CUBA ROAD
 DH3716'AND PROCEED NORTHWEST FOR 2.4 MILES TO A GRAVEL DRIVEWAY  LEADING TO A
 DH3716'FRAME HOUSE AT 6819 WOODSTOCK-CUBA ROAD AND THE MARK ON THE LEFT. MARK
 DH3716'IS  LOCATED 22.8 FEET WEST OF WOODSTOCK-CUBA ROAD, 9.0 FEET NORTH OF
 DH3716'THE CENTERLINE OF A  GRAVEL DRIVEWAY LEADING TO 6819 WOODSTOCK-CUBA
 DH3716'ROAD AND 1.0 FEET EAST OF A 6-INCH BY  6-INCH WOODEN FENCE CORNER
 DH3716'POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED  DISK ATTACHED
 DH3716'TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3716'STAMPED 9000N05 2003. DISK IS RECESSED 10 CENTIMETERS UNDER ACCESS
 DH3716'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3717 ***********************************************************************
 DH3717  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3717  DESIGNATION -  9000N07
 DH3717  PID         -  DH3717
 DH3717  STATE/COUNTY-  TN/TIPTON
 DH3717  USGS QUAD   -  DRUMMONDS (1983)
 DH3717
 DH3717                         *CURRENT SURVEY CONTROL
 DH3717  ___________________________________________________________________
 DH3717* NAD 83(1995)-  35 26 47.17967(N)    089 57 45.63727(W)     ADJUSTED  
 DH3717* NAVD 88     -        74.12   (meters)     243.2    (feet)  GPS OBS   
 DH3717  ___________________________________________________________________
 DH3717  X           -       3,388.562 (meters)                     COMP
 DH3717  Y           -  -5,201,896.773 (meters)                     COMP
 DH3717  Z           -   3,678,355.518 (meters)                     COMP
 DH3717  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DH3717  ELLIP HEIGHT-          46.72  (meters)          (05/31/05) GPS OBS
 DH3717  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DH3717
 DH3717  HORZ ORDER  -  FIRST
 DH3717  ELLP ORDER  -  FOURTH    CLASS II
 DH3717
 DH3717.The horizontal coordinates were established by GPS observations
 DH3717.and adjusted by the National Geodetic Survey in May 2005..
 DH3717
 DH3717.The orthometric height was determined by GPS observations and a
 DH3717.high-resolution geoid model using precise GPS observation and
 DH3717.processing techniques.
 DH3717
 DH3717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3717
 DH3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3717
 DH3717.The ellipsoidal height was determined by GPS observations
 DH3717.and is referenced to NAD 83.
 DH3717
 DH3717.The geoid height was determined by GEOID03.
 DH3717
 DH3717;                    North         East     Units Scale Factor Converg.
 DH3717;SPC TN       -   130,780.839   240,338.887   MT  0.99997115   -2 19 11.7
 DH3717;SPC TN       -   429,070.14    788,511.83   sFT  0.99997115   -2 19 11.7
 DH3717;UTM  16      - 3,926,587.423   231,087.839   MT  1.00049125   -1 43 09.2
 DH3717;UTM  15      - 3,926,793.414   775,689.590   MT  1.00053675   +1 45 45.3
 DH3717
 DH3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3717!SPC TN       -   0.99999267  x   0.99997115  =   0.99996382
 DH3717!UTM  16      -   0.99999267  x   1.00049125  =   1.00048391
 DH3717!UTM  15      -   0.99999267  x   1.00053675  =   1.00052941
 DH3717
 DH3717                          SUPERSEDED SURVEY CONTROL
 DH3717
 DH3717.No superseded survey control is available for this station.
 DH3717
 DH3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3108826587(NAD 83)
 DH3717_MARKER: DD = SURVEY DISK
 DH3717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3717_STAMPING: 9000N07 2003
 DH3717_MARK LOGO: USACE 
 DH3717_PROJECTION: RECESSED 8 CENTIMETERS
 DH3717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3717+STABILITY: SURFACE MOTION
 DH3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3717+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DH3717
 DH3717  HISTORY     - Date     Condition        Report By
 DH3717  HISTORY     - 20030428 MONUMENTED       USACE
 DH3717  HISTORY     - 20030703 GOOD             EMCINC
 DH3717
 DH3717                          STATION DESCRIPTION
 DH3717
 DH3717'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3717'TO REACH THE MARK FROM THE SHELBY COUNTY-TIPTON COUNTY LINE ON U.S.
 DH3717'HIGHWAY 51,  PROCEED NORTHEAST ALONG HIGHWAY 51 FOR 0.4 MILES TO ITS
 DH3717'JUNCTION WITH SIMMONS ROAD ON  THE LEFT. TURN LEFT AND PROCEED WEST
 DH3717'THEN NORTH ALONG SIMMONS ROAD FOR 4.25 MILES TO  ITS JUNCTION WITH
 DH3717'QUITO ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST ON QUITO ROAD FOR
 DH3717'1.2 MILES TO ITS JUNCTION WITH QUITO-DRUMMONDS ROAD. TURN RIGHT AND
 DH3717'PROCEED  NORTHWEST THEN NORTHEAST ALONG QUITO-DRUMMONDS ROAD FOR 1.5
 DH3717'MILES TO ITS JUNCTION  WITH BLUFF ROAD ON THE LEFT. TURN LEFT AND
 DH3717'PROCEED NORTHWEST ALONG BLUFF ROAD FOR 1.8  MILES TO ITS JUNCTION WITH
 DH3717'PRYOR ROAD. TURN LEFT AND PROCEED SOUTH ALONG PRYOR ROAD  FOR 0.1
 DH3717'MILES TO THE MARK ON THE RIGHT. MARK IS LOCATED 24.3 FEET WEST OF THE
 DH3717'CENTERLINE  OF BLUFF ROAD, 20.1 FEET SOUTH OF A GRAVEL FIELD ENTRY
 DH3717'CENTERLINE AND 2.5 FEET SOUTH OF A  12-INCH ROUND WOODEN GATE POST. A
 DH3717'MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED  DISK ATTACHED TO A
 DH3717'7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3717'STAMPED 9000N07 2003. DISK IS RECESSED 8 CENTIMETERS BELOW ACCESS
 DH3717'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2072 ***********************************************************************
 FB2072  DESIGNATION -  900.8
 FB2072  PID         -  FB2072
 FB2072  STATE/COUNTY-  TN/KNOX
 FB2072  USGS QUAD   -  KNOXVILLE (1978)
 FB2072
 FB2072                         *CURRENT SURVEY CONTROL
 FB2072  ___________________________________________________________________
 FB2072* NAD 83(1986)-  35 56 12.     (N)    083 54 34.     (W)     SCALED    
 FB2072* NAVD 88     -       274.35   (+/-2cm)     900.1    (feet)  VERTCON   
 FB2072  ___________________________________________________________________
 FB2072  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2072
 FB2072  VERT ORDER  -  ? (See Below)
 FB2072
 FB2072.The horizontal coordinates were scaled from a topographic map and have
 FB2072.an estimated accuracy of +/- 6 seconds.
 FB2072
 FB2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2072.The vertical order pertains to the NGVD 29 superseded value.
 FB2072
 FB2072.The geoid height was determined by GEOID03.
 FB2072
 FB2072;                    North         East    Units  Estimated Accuracy
 FB2072;SPC TN       -   179,900.      788,620.      MT  (+/- 180 meters Scaled)
 FB2072
 FB2072                          SUPERSEDED SURVEY CONTROL
 FB2072
 FB2072  NGVD 29 (??/??/92)  274.487  (m)          900.55   (f) ADJ UNCH    ?  
 FB2072
 FB2072.Superseded values are not recommended for survey control.
 FB2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2072.See file dsdata.txt to determine how the superseded data were derived.
 FB2072
 FB2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV375808(NAD 83)
 FB2072_MARKER: Q = CHISELED SQUARE
 FB2072_SETTING: 66 = SET IN ROCK OUTCROP
 FB2072_SP_SET: ROCK OUTCROP
 FB2072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2072+STABILITY: POSITION/ELEVATION WELL
 FB2072
 FB2072  HISTORY     - Date     Condition        Report By
 FB2072  HISTORY     - UNK      MONUMENTED       USGS
 FB2072  HISTORY     - 1936     GOOD             USGS
 FB2072  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2072
 FB2072                          STATION DESCRIPTION
 FB2072
 FB2072'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2072'0.5 MI NE FROM VESTAL.
 FB2072'0.5 MILE NORTHEAST OF THE METHODIST CHURCH AT VESTAL, KNOX COUNTY,
 FB2072'125 FEET SOUTHWEST OF A ROAD INTERSECTION, 10 FEET NORTHWEST OF
 FB2072'THE ROAD, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE,
 FB2072'PAINTED USBM 900.8.
 FB2072
 FB2072                          STATION RECOVERY (2001)
 FB2072
 FB2072'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1857 ***********************************************************************
 FB1857  DESIGNATION -  904.0
 FB1857  PID         -  FB1857
 FB1857  STATE/COUNTY-  TN/KNOX
 FB1857  USGS QUAD   -  SHOOKS GAP (1987)
 FB1857
 FB1857                         *CURRENT SURVEY CONTROL
 FB1857  ___________________________________________________________________
 FB1857* NAD 83(1986)-  35 58 35.     (N)    083 50 42.     (W)     SCALED    
 FB1857* NAVD 88     -       275.27   (+/-2cm)     903.1    (feet)  VERTCON   
 FB1857  ___________________________________________________________________
 FB1857  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1857
 FB1857  VERT ORDER  -  ? (See Below)
 FB1857
 FB1857.The horizontal coordinates were scaled from a topographic map and have
 FB1857.an estimated accuracy of +/- 6 seconds.
 FB1857
 FB1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1857.The vertical order pertains to the NGVD 29 superseded value.
 FB1857
 FB1857.The geoid height was determined by GEOID03.
 FB1857
 FB1857;                    North         East    Units  Estimated Accuracy
 FB1857;SPC TN       -   184,440.      794,340.      MT  (+/- 180 meters Scaled)
 FB1857
 FB1857                          SUPERSEDED SURVEY CONTROL
 FB1857
 FB1857  NGVD 29 (??/??/92)  275.416  (m)          903.59   (f) ADJ UNCH    ?  
 FB1857
 FB1857.Superseded values are not recommended for survey control.
 FB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1857.See file dsdata.txt to determine how the superseded data were derived.
 FB1857
 FB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434850(NAD 83)
 FB1857_MARKER: Q = CHISELED SQUARE
 FB1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1857_SP_SET: CONCRETE BLOCK
 FB1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1857
 FB1857  HISTORY     - Date     Condition        Report By
 FB1857  HISTORY     - UNK      MONUMENTED       USGS
 FB1857  HISTORY     - 1936     GOOD             USGS
 FB1857
 FB1857                          STATION DESCRIPTION
 FB1857
 FB1857'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1857'1.3 MI N FROM KNOXVILLE.
 FB1857'IN KNOX COUNTY, 1.3 MILES NORTH ALONG OLD DANDRIDGE PIKE FROM THE
 FB1857'EAST APPROACH OF THE SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER,
 FB1857'100 FEET SOUTH-SOUTHEAST OF THE JUNCTION OF THE STRAW PLAINS ROAD
 FB1857'AND THORN GROVE PIKE, IN THE WYE OF THE ROADS, 19 FEET NORTH OF
 FB1857'THE NORTH SIDE OF THE CLAY MYERS STORE, AND AT THE NORTH END
 FB1857'OF A LARGE CONCRETE BLOCK.  A CHISELED SQUARE, PAINTED USBM 904.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2078 ***********************************************************************
 FB2078  DESIGNATION -  906.5
 FB2078  PID         -  FB2078
 FB2078  STATE/COUNTY-  TN/KNOX
 FB2078  USGS QUAD   -  KNOXVILLE (1978)
 FB2078
 FB2078                         *CURRENT SURVEY CONTROL
 FB2078  ___________________________________________________________________
 FB2078* NAD 83(1986)-  35 57 20.     (N)    083 52 55.     (W)     SCALED    
 FB2078* NAVD 88     -       276.08   (+/-2cm)     905.8    (feet)  VERTCON   
 FB2078  ___________________________________________________________________
 FB2078  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2078
 FB2078  VERT ORDER  -  ? (See Below)
 FB2078
 FB2078.The horizontal coordinates were scaled from a topographic map and have
 FB2078.an estimated accuracy of +/- 6 seconds.
 FB2078
 FB2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2078.The vertical order pertains to the NGVD 29 superseded value.
 FB2078
 FB2078.The geoid height was determined by GEOID03.
 FB2078
 FB2078;                    North         East    Units  Estimated Accuracy
 FB2078;SPC TN       -   182,050.      791,050.      MT  (+/- 180 meters Scaled)
 FB2078
 FB2078                          SUPERSEDED SURVEY CONTROL
 FB2078
 FB2078  NGVD 29 (??/??/92)  276.220  (m)          906.23   (f) ADJ UNCH    ?  
 FB2078
 FB2078.Superseded values are not recommended for survey control.
 FB2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2078.See file dsdata.txt to determine how the superseded data were derived.
 FB2078
 FB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV400828(NAD 83)
 FB2078_MARKER: N = NAIL
 FB2078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2078_SP_SET: TREE
 FB2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2078
 FB2078  HISTORY     - Date     Condition        Report By
 FB2078  HISTORY     - UNK      MONUMENTED       USGS
 FB2078  HISTORY     - 1936     GOOD             USGS
 FB2078
 FB2078                          STATION DESCRIPTION
 FB2078
 FB2078'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2078'3.2 MI E FROM KNOXVILLE.
 FB2078'3.2 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, 87
 FB2078'FEET NORTH AND 37 FEET EAST OF THE JUNCTION OF ISLAND HOME PIKE
 FB2078'AND ISLAND HOME BOULEVARD, AT THE END OF THE STREET-CAR LINE,
 FB2078'AT A 40-INCH OAK TREE, AND IN THE ROOT OF THE SOUTHWEST SIDE OF
 FB2078'THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM 906.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2079 ***********************************************************************
 FB2079  DESIGNATION -  909.9
 FB2079  PID         -  FB2079
 FB2079  STATE/COUNTY-  TN/KNOX
 FB2079  USGS QUAD   -  SHOOKS GAP (1987)
 FB2079
 FB2079                         *CURRENT SURVEY CONTROL
 FB2079  ___________________________________________________________________
 FB2079* NAD 83(1986)-  35 57 18.     (N)    083 52 14.     (W)     SCALED    
 FB2079* NAVD 88     -       277.11   (+/-2cm)     909.2    (feet)  VERTCON   
 FB2079  ___________________________________________________________________
 FB2079  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2079
 FB2079  VERT ORDER  -  ? (See Below)
 FB2079
 FB2079.The horizontal coordinates were scaled from a topographic map and have
 FB2079.an estimated accuracy of +/- 6 seconds.
 FB2079
 FB2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2079.The vertical order pertains to the NGVD 29 superseded value.
 FB2079
 FB2079.The geoid height was determined by GEOID03.
 FB2079
 FB2079;                    North         East    Units  Estimated Accuracy
 FB2079;SPC TN       -   182,010.      792,080.      MT  (+/- 180 meters Scaled)
 FB2079
 FB2079                          SUPERSEDED SURVEY CONTROL
 FB2079
 FB2079  NGVD 29 (??/??/92)  277.249  (m)          909.61   (f) ADJ UNCH    ?  
 FB2079
 FB2079.Superseded values are not recommended for survey control.
 FB2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2079.See file dsdata.txt to determine how the superseded data were derived.
 FB2079
 FB2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV411827(NAD 83)
 FB2079_MARKER: N = NAIL
 FB2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2079_SP_SET: TREE
 FB2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2079
 FB2079  HISTORY     - Date     Condition        Report By
 FB2079  HISTORY     - UNK      MONUMENTED       USGS
 FB2079  HISTORY     - 1936     GOOD             USGS
 FB2079
 FB2079                          STATION DESCRIPTION
 FB2079
 FB2079'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2079'3.9 MI E FROM KNOXVILLE.
 FB2079'3.9 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, 20
 FB2079'FEET NORTHEAST OF ISLAND HOME PIKE, AT A TWIN ELM TREE, 5.5 FEET
 FB2079'WEST OF THE TRUNK, AND IN THE ROOT.  A COPPER NAIL AND WASHER,
 FB2079'PAINTED USBM 909.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2612 ***********************************************************************
 AJ2612  DESIGNATION -  91
 AJ2612  PID         -  AJ2612
 AJ2612  STATE/COUNTY-  TN/SHELBY
 AJ2612  USGS QUAD   -  EADS (1983)
 AJ2612
 AJ2612                         *CURRENT SURVEY CONTROL
 AJ2612  ___________________________________________________________________
 AJ2612* NAD 83(1995)-  35 09 26.15890(N)    089 39 05.70085(W)     ADJUSTED  
 AJ2612* NAVD 88     -       119.7    (meters)     393.     (feet)  GPS OBS   
 AJ2612  ___________________________________________________________________
 AJ2612  X           -      31,745.586 (meters)                     COMP
 AJ2612  Y           -  -5,220,378.635 (meters)                     COMP
 AJ2612  Z           -   3,652,198.348 (meters)                     COMP
 AJ2612  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AJ2612  ELLIP HEIGHT-          92.18  (meters)          (04/26/01) GPS OBS
 AJ2612  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ2612
 AJ2612  HORZ ORDER  -  FIRST
 AJ2612  ELLP ORDER  -  FOURTH    CLASS I
 AJ2612
 AJ2612.The horizontal coordinates were established by GPS observations
 AJ2612.and adjusted by the National Geodetic Survey in April 2001..
 AJ2612
 AJ2612.The orthometric height was determined by GPS observations and a
 AJ2612.high-resolution geoid model.
 AJ2612
 AJ2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2612
 AJ2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2612
 AJ2612.The ellipsoidal height was determined by GPS observations
 AJ2612.and is referenced to NAD 83.
 AJ2612
 AJ2612.The geoid height was determined by GEOID03.
 AJ2612
 AJ2612;                    North         East     Units Scale Factor Converg.
 AJ2612;SPC TN       -    97,622.453   267,363.981   MT  1.00001766   -2 08 16.0
 AJ2612;SPC TN       -   320,283.00    877,176.66   sFT  1.00001766   -2 08 16.0
 AJ2612;UTM  16      - 3,893,703.042   258,473.185   MT  1.00031899   -1 31 39.3
 AJ2612
 AJ2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2612!SPC TN       -   0.99998553  x   1.00001766  =   1.00000319
 AJ2612!UTM  16      -   0.99998553  x   1.00031899  =   1.00030452
 AJ2612
 AJ2612                          SUPERSEDED SURVEY CONTROL
 AJ2612
 AJ2612.No superseded survey control is available for this station.
 AJ2612
 AJ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5847393703(NAD 83)
 AJ2612_MARKER: DD = SURVEY DISK
 AJ2612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2612+WITH SETTING: INFORMATION.
 AJ2612_STAMPING: 091
 AJ2612_MARK LOGO: MLGW  
 AJ2612_PROJECTION: FLUSH
 AJ2612_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2612+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2612_ROD/PIPE-DEPTH:  0.8 meters
 AJ2612
 AJ2612  HISTORY     - Date     Condition        Report By
 AJ2612  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2612
 AJ2612                          STATION DESCRIPTION
 AJ2612
 AJ2612'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2612'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 5.25
 AJ2612'MILES (8.45 KM) NORTH OF COLLIERVILLE TENNESSEE AT THE SHELBY-FAYETTE
 AJ2612'COUNTY LINE.
 AJ2612'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2612'ROAD AND MACON ROAD PROCEED EAST ON MACON ROAD APPROXIMATELY 0.55
 AJ2612'MILES (0.89 KM) TO AUBURN WOODS DRIVE, CONTINUE EAST ON MACON ROAD FOR
 AJ2612'0.20 MILES (0.32 KM) TO THE STATION ON THE RIGHT.
 AJ2612'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2612'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2612'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 81.00 FEET (24.69 M)
 AJ2612'NORTHEAST OF A WOOD POWER POLE NO.  17689, 69.00 FEET (21.03 M) EAST
 AJ2612'OF A WOOD POWER POLE NO.  131955, 45.00 FEET (13.72 M) EAST OF A
 AJ2612'GRAVEL DRIVEWAY TO ADDRESS 12325 MACON ROAD, 42.8 FEET (13.0 M) WEST
 AJ2612'OF A WATER METER, 34.00 FEET (10.36 M) SOUTH OF THE CENTERLINE OF
 AJ2612'MACON ROAD, 24.40 FEET (7.44 M) SOUTH OF THE CENTERLINE OF MACON ROAD.
 AJ2612'THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND
 AJ2612'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1075 ***********************************************************************
 GD1075  DESIGNATION -  9110
 GD1075  PID         -  GD1075
 GD1075  STATE/COUNTY-  TN/LAKE
 GD1075  USGS QUAD   -  MOORING (1983)
 GD1075
 GD1075                         *CURRENT SURVEY CONTROL
 GD1075  ___________________________________________________________________
 GD1075* NAD 83(1986)-  36 16 27.     (N)    089 31 31.     (W)     SCALED    
 GD1075* NAVD 88     -        84.548  (meters)     277.39   (feet)  ADJUSTED  
 GD1075  ___________________________________________________________________
 GD1075  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1075  DYNAMIC HT  -          84.479 (meters)     277.16  (feet)  COMP
 GD1075  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GD1075
 GD1075  VERT ORDER  -  FIRST     CLASS I
 GD1075
 GD1075.The horizontal coordinates were scaled from a topographic map and have
 GD1075.an estimated accuracy of +/- 6 seconds.
 GD1075
 GD1075.The orthometric height was determined by differential leveling
 GD1075.and adjusted by the National Geodetic Survey in June 1991..
 GD1075
 GD1075.The geoid height was determined by GEOID03.
 GD1075
 GD1075.The dynamic height is computed by dividing the NAVD 88
 GD1075.geopotential number by the normal gravity value computed on the
 GD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1075.degrees latitude (g = 980.6199 gals.).
 GD1075
 GD1075.The modeled gravity was interpolated from observed gravity values.
 GD1075
 GD1075;                    North         East    Units  Estimated Accuracy
 GD1075;SPC TN       -   221,040.      283,330.      MT  (+/- 180 meters Scaled)
 GD1075
 GD1075                          SUPERSEDED SURVEY CONTROL
 GD1075
 GD1075  NGVD 29 (??/??/??)   84.473  (m)          277.14   (f) ADJUSTED    1 1
 GD1075
 GD1075.Superseded values are not recommended for survey control.
 GD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1075.See file dsdata.txt to determine how the superseded data were derived.
 GD1075
 GD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731173(NAD 83)
 GD1075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1075_STAMPING: BM 9110
 GD1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1075
 GD1075  HISTORY     - Date     Condition        Report By
 GD1075  HISTORY     - 1974     MONUMENTED       DOD
 GD1075  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD1075
 GD1075                          STATION DESCRIPTION
 GD1075
 GD1075'DESCRIBED BY US DEPARTMENT OF DEFENSE 1974
 GD1075'3.4 MI NW FROM RIDGELY.
 GD1075'0.75 MI WEST ALONG POPLAR STREET FROM THE LAKE COUNTY HIGHWAY
 GD1075'COMMISSION OFFICE BLDG AT RIDGELY, THENCE 1.5 MI WEST ALONG
 GD1075'A LEVEE ROAD TO A "T" JUNCTION, THENCE 0.35 MI NORTH ALONG A PAVED
 GD1075'ROAD, 0.2 MI WEST ALONG FIELD ROAD TO THE LEVEE, 0.6 MI NORTH
 GD1075'ALONG THE LEVEE TO THE BM. ALSO ABOUT 0.15 MI NORTH OF A CURVE
 GD1075'IN THE LEVEE WHERE THE NEW LEVEE AND OLD LEVEE MEET, 169.6 FT
 GD1075'EAST OF THE CENTER LINE OF THE LEVEE, 5.8 FT EAST OF A BARBED
 GD1075'WIRE FENCE, 8.5 FT BELOW THE LEVEE OF THE LEVEE. A USE PIPE AND
 GD1075'CAP PROJECTING 0.8 FT.
 GD1075
 GD1075                          STATION RECOVERY (2002)
 GD1075
 GD1075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0196 ***********************************************************************
 FD0196  DESIGNATION -  916
 FD0196  PID         -  FD0196
 FD0196  STATE/COUNTY-  TN/FRANKLIN
 FD0196  USGS QUAD   -  BEANS CREEK (1975)
 FD0196
 FD0196                         *CURRENT SURVEY CONTROL
 FD0196  ___________________________________________________________________
 FD0196* NAD 83(1986)-  35 03 37.     (N)    086 14 42.     (W)     SCALED    
 FD0196* NAVD 88     -       278.405  (meters)     913.40   (feet)  ADJUSTED  
 FD0196  ___________________________________________________________________
 FD0196  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0196  DYNAMIC HT  -         278.130 (meters)     912.50  (feet)  COMP
 FD0196  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 FD0196
 FD0196  VERT ORDER  -  FIRST     CLASS II
 FD0196
 FD0196.The horizontal coordinates were scaled from a topographic map and have
 FD0196.an estimated accuracy of +/- 6 seconds.
 FD0196
 FD0196.The orthometric height was determined by differential leveling
 FD0196.and adjusted by the National Geodetic Survey in June 1991..
 FD0196
 FD0196.The geoid height was determined by GEOID03.
 FD0196
 FD0196.The dynamic height is computed by dividing the NAVD 88
 FD0196.geopotential number by the normal gravity value computed on the
 FD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0196.degrees latitude (g = 980.6199 gals.).
 FD0196
 FD0196.The modeled gravity was interpolated from observed gravity values.
 FD0196
 FD0196;                    North         East    Units  Estimated Accuracy
 FD0196;SPC TN       -    80,680.      577,650.      MT  (+/- 180 meters Scaled)
 FD0196
 FD0196                          SUPERSEDED SURVEY CONTROL
 FD0196
 FD0196  NGVD 29 (??/??/92)  278.368  (m)          913.28   (f) ADJ UNCH    1 2
 FD0196
 FD0196.Superseded values are not recommended for survey control.
 FD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0196.See file dsdata.txt to determine how the superseded data were derived.
 FD0196
 FD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED688799(NAD 83)
 FD0196_MARKER: DD = SURVEY DISK
 FD0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0196_SP_SET: FOUNDATION
 FD0196_STAMPING: 916 NASHVILLE 1899
 FD0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0196
 FD0196  HISTORY     - Date     Condition        Report By
 FD0196  HISTORY     - 1899     MONUMENTED       USGS
 FD0196  HISTORY     - 1949     GOOD             NGS
 FD0196
 FD0196                          STATION DESCRIPTION
 FD0196
 FD0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0196'AT BEANS CREEK.
 FD0196'AT BEANS CREEK, ABOUT 0.15 MILE SOUTH AND SOUTHEAST ALONG A
 FD0196'COUNTY ROAD FROM THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 FD0196'STATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE
 FD0196'FOUNDATION OF A LARGE 2-STORY BRICK HOUSE, 4 FEET SOUTHWEST OF THE
 FD0196'NORTH CORNER AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1745 ***********************************************************************
 FB1745  DESIGNATION -  917.75
 FB1745  PID         -  FB1745
 FB1745  STATE/COUNTY-  TN/KNOX
 FB1745  USGS QUAD   -  KNOXVILLE (1978)
 FB1745
 FB1745                         *CURRENT SURVEY CONTROL
 FB1745  ___________________________________________________________________
 FB1745* NAD 83(1986)-  35 57 42.     (N)    083 54 59.     (W)     SCALED    
 FB1745* NAVD 88     -       279.649  (meters)     917.48   (feet)  ADJUSTED  
 FB1745  ___________________________________________________________________
 FB1745  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1745  DYNAMIC HT  -         279.392 (meters)     916.64  (feet)  COMP
 FB1745  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FB1745
 FB1745  VERT ORDER  -  FIRST     CLASS II
 FB1745
 FB1745.The horizontal coordinates were scaled from a topographic map and have
 FB1745.an estimated accuracy of +/- 6 seconds.
 FB1745
 FB1745.The orthometric height was determined by differential leveling
 FB1745.and adjusted by the National Geodetic Survey in June 1991..
 FB1745.WARNING-Repeat measurements at this control monument indicate possible
 FB1745.vertical movement.
 FB1745
 FB1745.The geoid height was determined by GEOID03.
 FB1745
 FB1745.The dynamic height is computed by dividing the NAVD 88
 FB1745.geopotential number by the normal gravity value computed on the
 FB1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1745.degrees latitude (g = 980.6199 gals.).
 FB1745
 FB1745.The modeled gravity was interpolated from observed gravity values.
 FB1745
 FB1745;                    North         East    Units  Estimated Accuracy
 FB1745;SPC TN       -   182,660.      787,930.      MT  (+/- 180 meters Scaled)
 FB1745
 FB1745                          SUPERSEDED SURVEY CONTROL
 FB1745
 FB1745  NGVD 29 (12/12/91)  279.783  (m)          917.92   (f) ADJUSTED    1 2
 FB1745
 FB1745.Superseded values are not recommended for survey control.
 FB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1745.See file dsdata.txt to determine how the superseded data were derived.
 FB1745
 FB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369836(NAD 83)
 FB1745_MARKER: Q = CHISELED SQUARE
 FB1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1745_SP_SET: STEP
 FB1745_MARK LOGO: USGS  
 FB1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1745+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1745
 FB1745  HISTORY     - Date     Condition        Report By
 FB1745  HISTORY     - UNK      MONUMENTED       USGS
 FB1745  HISTORY     - 1950     GOOD             NGS
 FB1745  HISTORY     - 1983     POOR             NGS
 FB1745  HISTORY     - 20010322 GOOD             USPSQD
 FB1745  HISTORY     - 20060112 GOOD             USPSQD
 FB1745
 FB1745                          STATION DESCRIPTION
 FB1745
 FB1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1745'AT KNOXVILLE.
 FB1745'AT KNOXVILLE, KNOX COUNTY, AT THE COUNTY COURTHOUSE, NEAR THE
 FB1745'NORTH ENTRANCE TO THE GROUNDS, AT THE ENTRANCE TO THE MEMORIAL
 FB1745'TO DR. JOHN BOYD, AND ON THE TOP OF THE FIRST STEP AT THE
 FB1745'SOUTHEAST END.  A CHISELED SQUARE AND CROSS.
 FB1745
 FB1745                          STATION RECOVERY (1983)
 FB1745
 FB1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1745'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB1745'THE INTERSECTION OF WEST MAIN STREET AND SOUTH GAY STREET, AT THE OLD
 FB1745'COUNTY COURTHOUSE, NEAR THE NORTH ENTRANCE TO THE GROUNDS, ON THE
 FB1745'SOUTHEAST END OF THE FIRST STEP TO THE MEMORIAL TO DR. JOHN BOYD.
 FB1745'NOTE--USE WITH CAUTION.
 FB1745
 FB1745                          STATION RECOVERY (2001)
 FB1745
 FB1745'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FB1745'RECOVERED IN GOOD CONDITION.
 FB1745
 FB1745                          STATION RECOVERY (2006)
 FB1745
 FB1745'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0011 ***********************************************************************
 FC0011  DESIGNATION -  918 MC
 FC0011  PID         -  FC0011
 FC0011  STATE/COUNTY-  TN/MONROE
 FC0011  USGS QUAD   -  SWEETWATER (1989)
 FC0011
 FC0011                         *CURRENT SURVEY CONTROL
 FC0011  ___________________________________________________________________
 FC0011* NAD 83(1986)-  35 35 59.     (N)    084 27 46.     (W)     SCALED    
 FC0011* NAVD 88     -       279.537  (meters)     917.11   (feet)  ADJUSTED  
 FC0011  ___________________________________________________________________
 FC0011  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0011  DYNAMIC HT  -         279.266 (meters)     916.23  (feet)  COMP
 FC0011  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 FC0011
 FC0011  VERT ORDER  -  FIRST     CLASS I
 FC0011
 FC0011.The horizontal coordinates were scaled from a topographic map and have
 FC0011.an estimated accuracy of +/- 6 seconds.
 FC0011
 FC0011.The orthometric height was determined by differential leveling
 FC0011.and adjusted by the National Geodetic Survey in June 1991..
 FC0011.WARNING-Repeat measurements at this control monument indicate possible
 FC0011.vertical movement.
 FC0011
 FC0011.The geoid height was determined by GEOID03.
 FC0011
 FC0011.The dynamic height is computed by dividing the NAVD 88
 FC0011.geopotential number by the normal gravity value computed on the
 FC0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0011.degrees latitude (g = 980.6199 gals.).
 FC0011
 FC0011.The modeled gravity was interpolated from observed gravity values.
 FC0011
 FC0011;                    North         East    Units  Estimated Accuracy
 FC0011;SPC TN       -   141,600.      739,290.      MT  (+/- 180 meters Scaled)
 FC0011
 FC0011                          SUPERSEDED SURVEY CONTROL
 FC0011
 FC0011  NGVD 29 (??/??/92)  279.611  (m)          917.36   (f) ADJ UNCH    1 1
 FC0011
 FC0011.Superseded values are not recommended for survey control.
 FC0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0011.See file dsdata.txt to determine how the superseded data were derived.
 FC0011
 FC0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE298425(NAD 83)
 FC0011_MARKER: DD = SURVEY DISK
 FC0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0011_SP_SET: COLUMN
 FC0011_STAMPING: 917.663 FT MC
 FC0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0011
 FC0011  HISTORY     - Date     Condition        Report By
 FC0011  HISTORY     - UNK      MONUMENTED       USGS
 FC0011  HISTORY     - 1968     GOOD             NGS
 FC0011
 FC0011                          STATION DESCRIPTION
 FC0011
 FC0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0011'AT SWEETWATER.
 FC0011'AT SWEETWATER, ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 11
 FC0011'(MAIN STREET) FROM THE POST OFFICE, NEAR THE CORNER OF THE
 FC0011'INTERSECTION OF MAIN AND WALNUT STREETS, SET VERTICALLY IN THE
 FC0011'SOUTHEAST FACE OF THE COLUMN BETWEEN THE TWO MAIN STREET ENTRANCES
 FC0011'TO THE THOMAS HILL DEPARTMENT STORE, WHICH IS A LARGE ONE STORY
 FC0011'BRICK BUILDING WITH A STONE FRONT, 26.9 FEET SOUTHWEST OF THE
 FC0011'EAST CORNER OF THE BUILDING, 12.3 FEET NORTHWEST OF THE NORTHWEST
 FC0011'CURB OF MAIN STREET, 1.3 FEET ABOVE THE LEVEL OF THE SIDEWALK
 FC0011'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE STREETS.  NOTE-- THE
 FC0011'STONE FRONT HAS BEEN ADDED TO THE BUILDING AND WAS CUT OUT
 FC0011'AROUND THE DISK.  THE DISK NOW SETS BACK IN THE WALL ABOUT 0.1
 FC0011'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1991 ***********************************************************************
 FB1991  DESIGNATION -  922.21
 FB1991  PID         -  FB1991
 FB1991  STATE/COUNTY-  TN/BLOUNT
 FB1991  USGS QUAD   -  MARYVILLE (1979)
 FB1991
 FB1991                         *CURRENT SURVEY CONTROL
 FB1991  ___________________________________________________________________
 FB1991* NAD 83(1986)-  35 45 18.     (N)    083 57 13.     (W)     SCALED    
 FB1991* NAVD 88     -       281.92   (+/-2cm)     924.9    (feet)  VERTCON   
 FB1991  ___________________________________________________________________
 FB1991  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1991
 FB1991  VERT ORDER  -  ? (See Below)
 FB1991
 FB1991.The horizontal coordinates were scaled from a topographic map and have
 FB1991.an estimated accuracy of +/- 6 seconds.
 FB1991
 FB1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1991.The vertical order pertains to the NGVD 29 superseded value.
 FB1991
 FB1991.The geoid height was determined by GEOID03.
 FB1991
 FB1991;                    North         East    Units  Estimated Accuracy
 FB1991;SPC TN       -   159,670.      785,060.      MT  (+/- 180 meters Scaled)
 FB1991
 FB1991                          SUPERSEDED SURVEY CONTROL
 FB1991
 FB1991  NGVD 29 (??/??/92)  282.043  (m)          925.34   (f) ADJ UNCH    ?  
 FB1991
 FB1991.Superseded values are not recommended for survey control.
 FB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1991.See file dsdata.txt to determine how the superseded data were derived.
 FB1991
 FB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV329607(NAD 83)
 FB1991_MARKER: N = NAIL
 FB1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1991_SP_SET: TREE
 FB1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1991
 FB1991  HISTORY     - Date     Condition        Report By
 FB1991  HISTORY     - UNK      MONUMENTED       TVA
 FB1991  HISTORY     - 1938     GOOD             TVA
 FB1991
 FB1991                          STATION DESCRIPTION
 FB1991
 FB1991'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1991'0.7 MI E FROM MARYVILLE.
 FB1991'0.7 MILE EAST ALONG STATE HIGHWAY 73 FROM THE SOUTHERN RAILWAY
 FB1991'STATION AT MARYVILLE, 110 FEET EAST OF THE BRIDGE OVER BROWN
 FB1991'CREEK, 30 FEET SOUTH OF THE HIGHWAY AND IN THE NORTH ROOT OF
 FB1991'A 20-INCH CEDAR TREE.  A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0183 ***********************************************************************
 FD0183  DESIGNATION -  929
 FD0183  PID         -  FD0183
 FD0183  STATE/COUNTY-  TN/LINCOLN
 FD0183  USGS QUAD   -  HUNTLAND (1972)
 FD0183
 FD0183                         *CURRENT SURVEY CONTROL
 FD0183  ___________________________________________________________________
 FD0183* NAD 83(1986)-  35 00 49.     (N)    086 21 27.     (W)     SCALED    
 FD0183* NAVD 88     -       282.281  (meters)     926.12   (feet)  ADJUSTED  
 FD0183  ___________________________________________________________________
 FD0183  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0183  DYNAMIC HT  -         282.001 (meters)     925.20  (feet)  COMP
 FD0183  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 FD0183
 FD0183  VERT ORDER  -  FIRST     CLASS II
 FD0183
 FD0183.The horizontal coordinates were scaled from a topographic map and have
 FD0183.an estimated accuracy of +/- 6 seconds.
 FD0183
 FD0183.The orthometric height was determined by differential leveling
 FD0183.and adjusted by the National Geodetic Survey in June 1991..
 FD0183
 FD0183.The geoid height was determined by GEOID03.
 FD0183
 FD0183.The dynamic height is computed by dividing the NAVD 88
 FD0183.geopotential number by the normal gravity value computed on the
 FD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0183.degrees latitude (g = 980.6199 gals.).
 FD0183
 FD0183.The modeled gravity was interpolated from observed gravity values.
 FD0183
 FD0183;                    North         East    Units  Estimated Accuracy
 FD0183;SPC TN       -    75,540.      567,370.      MT  (+/- 180 meters Scaled)
 FD0183
 FD0183                          SUPERSEDED SURVEY CONTROL
 FD0183
 FD0183  NGVD 29 (??/??/92)  282.239  (m)          925.98   (f) ADJ UNCH    1 2
 FD0183
 FD0183.Superseded values are not recommended for survey control.
 FD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0183.See file dsdata.txt to determine how the superseded data were derived.
 FD0183
 FD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED586747(NAD 83)
 FD0183_MARKER: DD = SURVEY DISK
 FD0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0183_SP_SET: CULVERT
 FD0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0183
 FD0183  HISTORY     - Date     Condition        Report By
 FD0183  HISTORY     - UNK      MONUMENTED       USGS
 FD0183  HISTORY     - 1949     POOR             NGS
 FD0183
 FD0183                          STATION DESCRIPTION
 FD0183
 FD0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0183'AT ELORA.
 FD0183'AT ELORA, 272 FEET WEST AND ACROSS THE TRACK FROM THE WEST CORNER
 FD0183'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION,
 FD0183'28 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF A BLACK TOP ROAD
 FD0183'INTERSECTION, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 FD0183'EAST, 11 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING OF
 FD0183'THE NORTH-SOUTH ROAD AND THE TRACK, 9 1/2 FEET EAST OF THE CENTER
 FD0183'LINE OF THE ROAD SOUTH, 4.8 FEET NORTH OF THE NORTH RAIL OF THE
 FD0183'MAIN TRACK, SET IN THE TOP OF CAP STONE OF HEAD WALL OF A 12-INCH
 FD0183'PIPE CULVERT UNDER NORTH-SOUTH BLACK TOP ROAD AND ABOUT 1 FOOT
 FD0183'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0632 ***********************************************************************
 GB0632  DESIGNATION -  93
 GB0632  PID         -  GB0632
 GB0632  STATE/COUNTY-  TN/ANDERSON
 GB0632  USGS QUAD   -  NORRIS (1990)
 GB0632
 GB0632                         *CURRENT SURVEY CONTROL
 GB0632  ___________________________________________________________________
 GB0632* NAD 83(1986)-  36 11 11.     (N)    084 03 42.     (W)     SCALED    
 GB0632* NAVD 88     -       278.700  (meters)     914.37   (feet)  ADJUSTED  
 GB0632  ___________________________________________________________________
 GB0632  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0632  DYNAMIC HT  -         278.448 (meters)     913.54  (feet)  COMP
 GB0632  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0632
 GB0632  VERT ORDER  -  SECOND    CLASS 0
 GB0632
 GB0632.The horizontal coordinates were scaled from a topographic map and have
 GB0632.an estimated accuracy of +/- 6 seconds.
 GB0632
 GB0632.The orthometric height was determined by differential leveling
 GB0632.and adjusted by the National Geodetic Survey in June 1991..
 GB0632
 GB0632.The geoid height was determined by GEOID03.
 GB0632
 GB0632.The dynamic height is computed by dividing the NAVD 88
 GB0632.geopotential number by the normal gravity value computed on the
 GB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0632.degrees latitude (g = 980.6199 gals.).
 GB0632
 GB0632.The modeled gravity was interpolated from observed gravity values.
 GB0632
 GB0632;                    North         East    Units  Estimated Accuracy
 GB0632;SPC TN       -   207,320.      774,340.      MT  (+/- 180 meters Scaled)
 GB0632
 GB0632                          SUPERSEDED SURVEY CONTROL
 GB0632
 GB0632  NGVD 29 (??/??/92)  278.832  (m)          914.80   (f) ADJ UNCH    2 0
 GB0632
 GB0632.Superseded values are not recommended for survey control.
 GB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0632.See file dsdata.txt to determine how the superseded data were derived.
 GB0632
 GB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF642086(NAD 83)
 GB0632_MARKER: DD = SURVEY DISK
 GB0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0632_STAMPING: 93 ELEV 914.53
 GB0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0632+STABILITY: SURFACE MOTION
 GB0632
 GB0632  HISTORY     - Date     Condition        Report By
 GB0632  HISTORY     - UNK      MONUMENTED       TVA
 GB0632  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0632
 GB0632                          STATION DESCRIPTION
 GB0632
 GB0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0632'0.9 MI S FROM NORRIS.
 GB0632'0.9 MILE SOUTH ALONG T.V.A. FREEWAY FROM THE HIGH SCHOOL AT
 GB0632'NORRIS, ANDERSON COUNTY, NEAR THE PARKWAY FORMED BY THE JUNCTION
 GB0632'OF FIVE ROADS, 90 YARDS NORTHEAST OF THE CENTER OF THE
 GB0632'INTERSECTION OF NORRIS ROAD, 50 YARDS WEST OF A SMALL FRAME WHITE
 GB0632'T.V.A. BUILDING, OPPOSITE THE JUNCTION OF A ROAD LEADING NORTH,
 GB0632'23 YARDS EAST OF A 24-INCH ASH TREE, 1 FEET EAST OF THE
 GB0632'CENTERLINE OF STATE HIGHWAY 61, AND 8 FEET FROM A SMALL CEDAR
 GB0632'TREE.  A TENNESSEE VALLEY AUTHORITY PROPERTY-SURVEY STANDARD
 GB0632'DISK, STAMPED 93 ELEV 914.53 AND SET IN THE TOP OF A CONCRETE
 GB0632'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2613 ***********************************************************************
 AJ2613  DESIGNATION -  93
 AJ2613  PID         -  AJ2613
 AJ2613  STATE/COUNTY-  TN/SHELBY
 AJ2613  USGS QUAD   -  EADS (1983)
 AJ2613
 AJ2613                         *CURRENT SURVEY CONTROL
 AJ2613  ___________________________________________________________________
 AJ2613* NAD 83(1995)-  35 08 22.61024(N)    089 42 41.53227(W)     ADJUSTED  
 AJ2613* NAVD 88     -       106.16   (meters)     348.3    (feet)  LEVELING  
 AJ2613  ___________________________________________________________________
 AJ2613  X           -      26,288.690 (meters)                     COMP
 AJ2613  Y           -  -5,221,525.403 (meters)                     COMP
 AJ2613  Z           -   3,650,589.224 (meters)                     COMP
 AJ2613  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AJ2613  ELLIP HEIGHT-          78.67  (meters)          (04/26/01) GPS OBS
 AJ2613  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AJ2613
 AJ2613  HORZ ORDER  -  FIRST
 AJ2613  VERT ORDER  -  THIRD ?
 AJ2613  ELLP ORDER  -  FOURTH    CLASS I
 AJ2613
 AJ2613.The horizontal coordinates were established by GPS observations
 AJ2613.and adjusted by the National Geodetic Survey in April 2001..
 AJ2613
 AJ2613.The orthometric height was determined by differential leveling.
 AJ2613.The vertical network tie was performed by a horz. field party for horz.
 AJ2613.obs reductions. Reset procedures were used to establish the elevation.
 AJ2613
 AJ2613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2613
 AJ2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2613
 AJ2613.The ellipsoidal height was determined by GPS observations
 AJ2613.and is referenced to NAD 83.
 AJ2613
 AJ2613.The geoid height was determined by GEOID03.
 AJ2613
 AJ2613;                    North         East     Units Scale Factor Converg.
 AJ2613;SPC TN       -    95,870.850   261,830.972   MT  1.00002131   -2 10 22.4
 AJ2613;SPC TN       -   314,536.28    859,023.78   sFT  1.00002131   -2 10 22.4
 AJ2613;UTM  16      - 3,891,891.982   252,957.420   MT  1.00035221   -1 33 41.3
 AJ2613
 AJ2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2613!SPC TN       -   0.99998765  x   1.00002131  =   1.00000896
 AJ2613!UTM  16      -   0.99998765  x   1.00035221  =   1.00033986
 AJ2613
 AJ2613                          SUPERSEDED SURVEY CONTROL
 AJ2613
 AJ2613.No superseded survey control is available for this station.
 AJ2613
 AJ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5295791892(NAD 83)
 AJ2613_MARKER: DD = SURVEY DISK
 AJ2613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2613+WITH SETTING: INFORMATION.
 AJ2613_STAMPING: 093
 AJ2613_MARK LOGO: MLGW  
 AJ2613_PROJECTION: FLUSH
 AJ2613_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2613+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2002
 AJ2613_ROD/PIPE-DEPTH:  0.8 meters
 AJ2613
 AJ2613  HISTORY     - Date     Condition        Report By
 AJ2613  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2613  HISTORY     - 20021220 GOOD             TN1620
 AJ2613
 AJ2613                          STATION DESCRIPTION
 AJ2613
 AJ2613'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2613'THE STATION IS LOCATED IN EAST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2613'1.75 MILES (2.82 KM) NORTH OF COLLIERVILLE TENNESSEE CITY LIMITS IN
 AJ2613'THE EADS COMMUNITY.
 AJ2613'TO REACH THE STATION FROM THE INTERSECTION OF RALEIGH-LAGRANGE ROAD
 AJ2613'AND PISGAH ROAD PROCEED NORTH ON PISGAH ROAD APPROXIMATELY 1.20 MILES
 AJ2613'(1.93 KM) TO SPARKLE CREEK COVE, CONTINUE NORTH ON PISGAH ROAD 0.15
 AJ2613'MILES (0.24 KM) TO THE STATION ON THE LEFT.
 AJ2613'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2613'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2613'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 170.60 FEET (52.00 M)
 AJ2613'SOUTHWEST OF A WOOD POWER POLE NO.  197869, 79.30 FEET (24.17 M)
 AJ2613'SOUTHWEST OF A 3 INCH IRON PIPE (PROPERTY CORNER) ON THE EAST SIDE OF
 AJ2613'PISGAH ROAD, 52.40 FEET (15.97 M) NORTHWEST OF A WOOD POWER POLE NO.
 AJ2613'197870, 20.00 FEET (6.10 M) WEST OF THE CENTERLINE OF PISGAH ROAD,
 AJ2613'13.00 FEET (3.96 M) EAST OF A WOOD FENCE.  THE CAP AND CONCRETE ARE
 AJ2613'SET FLUSH WITH THE GROUND.
 AJ2613
 AJ2613                          STATION RECOVERY (2002)
 AJ2613
 AJ2613'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (SB)
 AJ2613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2087 ***********************************************************************
 FB2087  DESIGNATION -  931.5
 FB2087  PID         -  FB2087
 FB2087  STATE/COUNTY-  TN/KNOX
 FB2087  USGS QUAD   -  SHOOKS GAP (1987)
 FB2087
 FB2087                         *CURRENT SURVEY CONTROL
 FB2087  ___________________________________________________________________
 FB2087* NAD 83(1986)-  35 55 55.     (N)    083 50 33.     (W)     SCALED    
 FB2087* NAVD 88     -       283.68   (+/-2cm)     930.7    (feet)  VERTCON   
 FB2087  ___________________________________________________________________
 FB2087  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB2087
 FB2087  VERT ORDER  -  ? (See Below)
 FB2087
 FB2087.The horizontal coordinates were scaled from a topographic map and have
 FB2087.an estimated accuracy of +/- 6 seconds.
 FB2087
 FB2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2087.The vertical order pertains to the NGVD 29 superseded value.
 FB2087
 FB2087.The geoid height was determined by GEOID03.
 FB2087
 FB2087;                    North         East    Units  Estimated Accuracy
 FB2087;SPC TN       -   179,510.      794,670.      MT  (+/- 180 meters Scaled)
 FB2087
 FB2087                          SUPERSEDED SURVEY CONTROL
 FB2087
 FB2087  NGVD 29 (??/??/92)  283.821  (m)          931.17   (f) ADJ UNCH    ?  
 FB2087
 FB2087.Superseded values are not recommended for survey control.
 FB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2087.See file dsdata.txt to determine how the superseded data were derived.
 FB2087
 FB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435801(NAD 83)
 FB2087_MARKER: Q = CHISELED SQUARE
 FB2087_SETTING: 66 = SET IN ROCK OUTCROP
 FB2087_SP_SET: ROCK OUTCROP
 FB2087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2087+STABILITY: POSITION/ELEVATION WELL
 FB2087
 FB2087  HISTORY     - Date     Condition        Report By
 FB2087  HISTORY     - UNK      MONUMENTED       USGS
 FB2087  HISTORY     - 1936     GOOD             USGS
 FB2087
 FB2087                          STATION DESCRIPTION
 FB2087
 FB2087'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2087'5.3 MI E FROM KNOXVILLE.
 FB2087'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2087'TENNESSEE AT KNOXVILLE, THENCE 1.4 MILES EAST ALONG BURNETT CREEK
 FB2087'PIKE, IN A FARMYARD AT THE TOP OF A HILL, 8 FEET SOUTH OF THE
 FB2087'ROAD, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE,
 FB2087'PAINTED USBM 931.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1917 ***********************************************************************
 FB1917  DESIGNATION -  933
 FB1917  PID         -  FB1917
 FB1917  STATE/COUNTY-  TN/KNOX
 FB1917  USGS QUAD   -  KNOXVILLE (1978)
 FB1917
 FB1917                         *CURRENT SURVEY CONTROL
 FB1917  ___________________________________________________________________
 FB1917* NAD 83(1986)-  35 57 52.     (N)    083 55 05.     (W)     SCALED    
 FB1917* NAVD 88     -       284.000  (meters)     931.76   (feet)  ADJUSTED  
 FB1917  ___________________________________________________________________
 FB1917  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1917  DYNAMIC HT  -         283.739 (meters)     930.90  (feet)  COMP
 FB1917  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FB1917
 FB1917  VERT ORDER  -  FIRST     CLASS II
 FB1917
 FB1917.The horizontal coordinates were scaled from a topographic map and have
 FB1917.an estimated accuracy of +/- 6 seconds.
 FB1917
 FB1917.The orthometric height was determined by differential leveling
 FB1917.and adjusted by the National Geodetic Survey in June 1991..
 FB1917
 FB1917.The geoid height was determined by GEOID03.
 FB1917
 FB1917.The dynamic height is computed by dividing the NAVD 88
 FB1917.geopotential number by the normal gravity value computed on the
 FB1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1917.degrees latitude (g = 980.6199 gals.).
 FB1917
 FB1917.The modeled gravity was interpolated from observed gravity values.
 FB1917
 FB1917;                    North         East    Units  Estimated Accuracy
 FB1917;SPC TN       -   182,970.      787,780.      MT  (+/- 180 meters Scaled)
 FB1917
 FB1917                          SUPERSEDED SURVEY CONTROL
 FB1917
 FB1917  NGVD 29 (??/??/92)  284.135  (m)          932.20   (f) ADJ UNCH    1 2
 FB1917
 FB1917.Superseded values are not recommended for survey control.
 FB1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1917.See file dsdata.txt to determine how the superseded data were derived.
 FB1917
 FB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368839(NAD 83)
 FB1917_MARKER: DD = SURVEY DISK
 FB1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1917_SP_SET: BUILDING
 FB1917_STAMPING: 932.436 FT MC
 FB1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1917
 FB1917  HISTORY     - Date     Condition        Report By
 FB1917  HISTORY     - UNK      MONUMENTED       USGS
 FB1917  HISTORY     - 1950     GOOD             NGS
 FB1917  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1917
 FB1917                          STATION DESCRIPTION
 FB1917
 FB1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1917'AT KNOXVILLE.
 FB1917'AT KNOXVILLE, AT THE INTERSECTION OF CLINCH AVENUE AND MARKET
 FB1917'STREET, IN THE NW FACE OF THE TENNESSEE VALLEY AUTHORITY BLDG.,
 FB1917'9 FEET FROM THE ENTRANCE, AND ABOUT 2 FEET HIGHER THAN THE
 FB1917'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK SET
 FB1917'VERTICALLY.
 FB1917
 FB1917                          STATION RECOVERY (1983)
 FB1917
 FB1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2031 ***********************************************************************
 FB2031  DESIGNATION -  937.8
 FB2031  PID         -  FB2031
 FB2031  STATE/COUNTY-  TN/BLOUNT
 FB2031  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2031
 FB2031                         *CURRENT SURVEY CONTROL
 FB2031  ___________________________________________________________________
 FB2031* NAD 83(1986)-  35 42 38.     (N)    083 49 01.     (W)     SCALED    
 FB2031* NAVD 88     -       285.84   (+/-2cm)     937.8    (feet)  VERTCON   
 FB2031  ___________________________________________________________________
 FB2031  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB2031
 FB2031  VERT ORDER  -  ? (See Below)
 FB2031
 FB2031.The horizontal coordinates were scaled from a topographic map and have
 FB2031.an estimated accuracy of +/- 6 seconds.
 FB2031
 FB2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2031.The vertical order pertains to the NGVD 29 superseded value.
 FB2031
 FB2031.The geoid height was determined by GEOID03.
 FB2031
 FB2031;                    North         East    Units  Estimated Accuracy
 FB2031;SPC TN       -   155,000.      797,520.      MT  (+/- 180 meters Scaled)
 FB2031
 FB2031                          SUPERSEDED SURVEY CONTROL
 FB2031
 FB2031  NGVD 29 (??/??/92)  285.950  (m)          938.15   (f) ADJ UNCH    ?  
 FB2031
 FB2031.Superseded values are not recommended for survey control.
 FB2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2031.See file dsdata.txt to determine how the superseded data were derived.
 FB2031
 FB2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451555(NAD 83)
 FB2031_MARKER: N = NAIL
 FB2031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2031_SP_SET: TREE
 FB2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2031
 FB2031  HISTORY     - Date     Condition        Report By
 FB2031  HISTORY     - UNK      MONUMENTED       TVA
 FB2031  HISTORY     - 1938     GOOD             TVA
 FB2031
 FB2031                          STATION DESCRIPTION
 FB2031
 FB2031'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2031'1.3 MI S FROM WALLAND.
 FB2031'1.3 MILES SOUTH ALONG STATE HIGHWAY 73 FROM WALLAND, 140 FEET
 FB2031'NORTH OF A SUSPENSION BRIDGE OVER LITTLE RIVER, ON THE EAST
 FB2031'BANK OF THE RIVER, ON THE WEST SIDE OF THE HIGHWAY, OPPOSITE
 FB2031'THE JUNCTION OF A PRIVATE ROAD, AND IN A ROOT ON THE NORTH SIDE
 FB2031'OF A 30-INCH OAK TREE.  A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2614 ***********************************************************************
 AJ2614  DESIGNATION -  94
 AJ2614  PID         -  AJ2614
 AJ2614  STATE/COUNTY-  TN/SHELBY
 AJ2614  USGS QUAD   -  EADS (1983)
 AJ2614
 AJ2614                         *CURRENT SURVEY CONTROL
 AJ2614  ___________________________________________________________________
 AJ2614* NAD 83(1995)-  35 07 44.58208(N)    089 44 26.05487(W)     ADJUSTED  
 AJ2614* NAVD 88     -        85.63   (meters)     280.9    (feet)  LEVELING  
 AJ2614  ___________________________________________________________________
 AJ2614  X           -      23,645.709 (meters)                     COMP
 AJ2614  Y           -  -5,222,195.740 (meters)                     COMP
 AJ2614  Z           -   3,649,619.009 (meters)                     COMP
 AJ2614  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ2614  ELLIP HEIGHT-          58.18  (meters)          (04/26/01) GPS OBS
 AJ2614  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AJ2614
 AJ2614  HORZ ORDER  -  FIRST
 AJ2614  VERT ORDER  -  THIRD ?
 AJ2614  ELLP ORDER  -  FOURTH    CLASS I
 AJ2614
 AJ2614.The horizontal coordinates were established by GPS observations
 AJ2614.and adjusted by the National Geodetic Survey in April 2001..
 AJ2614
 AJ2614.The orthometric height was determined by differential leveling.
 AJ2614.The vertical network tie was performed by a horz. field party for horz.
 AJ2614.obs reductions. Reset procedures were used to establish the elevation.
 AJ2614
 AJ2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2614
 AJ2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2614
 AJ2614.The ellipsoidal height was determined by GPS observations
 AJ2614.and is referenced to NAD 83.
 AJ2614
 AJ2614.The geoid height was determined by GEOID03.
 AJ2614
 AJ2614;                    North         East     Units Scale Factor Converg.
 AJ2614;SPC TN       -    94,800.461   259,142.095   MT  1.00002355   -2 11 23.6
 AJ2614;SPC TN       -   311,024.51    850,202.02   sFT  1.00002355   -2 11 23.6
 AJ2614;UTM  16      - 3,890,792.574   250,279.219   MT  1.00036861   -1 34 40.1
 AJ2614
 AJ2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2614!SPC TN       -   0.99999087  x   1.00002355  =   1.00001442
 AJ2614!UTM  16      -   0.99999087  x   1.00036861  =   1.00035947
 AJ2614
 AJ2614                          SUPERSEDED SURVEY CONTROL
 AJ2614
 AJ2614.No superseded survey control is available for this station.
 AJ2614
 AJ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5027990793(NAD 83)
 AJ2614_MARKER: DD = SURVEY DISK
 AJ2614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2614+WITH SETTING: INFORMATION.
 AJ2614_STAMPING: 094
 AJ2614_MARK LOGO: MLGW  
 AJ2614_PROJECTION: FLUSH
 AJ2614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2614+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2614_ROD/PIPE-DEPTH:  0.8 meters
 AJ2614
 AJ2614  HISTORY     - Date     Condition        Report By
 AJ2614  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2614
 AJ2614                          STATION DESCRIPTION
 AJ2614
 AJ2614'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2614'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 1.00
 AJ2614'MILE (1.61 KM) NORTH OF COLLIERVILLE TENNESSEE CITY LIMITS IN THE
 AJ2614'CORDOVA COMMUNITY.
 AJ2614'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2614'HOUSTON LEVEE ROAD PROCEED WEST ON WALNUT GROVE ROAD APPROXIMATELY
 AJ2614'0.75 MILES (1.21 KM) TO THE STATION ON THE LEFT.
 AJ2614'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCH MARK SET ON A 2 INCH
 AJ2614'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2614'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.30 MILES (0.48 KM)
 AJ2614'EAST OF ROCKY POINT ROAD, 0.12 MILES (0.19 KM) WEST OF A CONCRETE
 AJ2614'BRIDGE OVER GRAYS CREEK, BRIDGE NO.  79-1456-3.43, 58.40 FEET (17.80
 AJ2614'M) WEST OF A WOOD POWER POLE NO.  214358, 20.10 FEET (6.13 M) SOUTH OF
 AJ2614'THE CENTERLINE OF WALNUT GROVE ROAD, 10.70 FEET (3.26 M) EAST OF A
 AJ2614'ARROW TRAFFIC SIGN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2614'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1841 ***********************************************************************
 FB1841  DESIGNATION -  941.0
 FB1841  PID         -  FB1841
 FB1841  STATE/COUNTY-  TN/KNOX
 FB1841  USGS QUAD   -  SHOOKS GAP (1987)
 FB1841
 FB1841                         *CURRENT SURVEY CONTROL
 FB1841  ___________________________________________________________________
 FB1841* NAD 83(1986)-  35 54 43.     (N)    083 51 01.     (W)     SCALED    
 FB1841* NAVD 88     -       286.57   (+/-2cm)     940.2    (feet)  VERTCON   
 FB1841  ___________________________________________________________________
 FB1841  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1841
 FB1841  VERT ORDER  -  ? (See Below)
 FB1841
 FB1841.The horizontal coordinates were scaled from a topographic map and have
 FB1841.an estimated accuracy of +/- 6 seconds.
 FB1841
 FB1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1841.The vertical order pertains to the NGVD 29 superseded value.
 FB1841
 FB1841.The geoid height was determined by GEOID03.
 FB1841
 FB1841;                    North         East    Units  Estimated Accuracy
 FB1841;SPC TN       -   177,280.      794,020.      MT  (+/- 180 meters Scaled)
 FB1841
 FB1841                          SUPERSEDED SURVEY CONTROL
 FB1841
 FB1841  NGVD 29 (??/??/92)  286.704  (m)          940.63   (f) ADJ UNCH    ?  
 FB1841
 FB1841.Superseded values are not recommended for survey control.
 FB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1841.See file dsdata.txt to determine how the superseded data were derived.
 FB1841
 FB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV427779(NAD 83)
 FB1841_MARKER: N = NAIL
 FB1841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1841_SP_SET: TREE
 FB1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1841
 FB1841  HISTORY     - Date     Condition        Report By
 FB1841  HISTORY     - UNK      MONUMENTED       USGS
 FB1841  HISTORY     - 1936     GOOD             USGS
 FB1841
 FB1841                          STATION DESCRIPTION
 FB1841
 FB1841'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1841'6 MI SE FROM KNOXVILLE.
 FB1841'6.0 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1841'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.7 MILE
 FB1841'SOUTHWEST ALONG A PRIVATE ROAD, 55 FEET NORTH OF A BARN AT THE END
 FB1841'OF THE ROAD, 30 FEET EAST OF A DRAIN, 10 FEET WEST OF THE ROAD, AT
 FB1841'A 14-INCH HICKORY TREE, AND IN A ROOT ON THE NORTHWEST SIDE OF
 FB1841'THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM 941.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0651 ***********************************************************************
 FD0651  DESIGNATION -  9431
 FD0651  PID         -  FD0651
 FD0651  STATE/COUNTY-  TN/WILLIAMSON
 FD0651  USGS QUAD   -  SPRING HILL (1979)
 FD0651
 FD0651                         *CURRENT SURVEY CONTROL
 FD0651  ___________________________________________________________________
 FD0651* NAD 83(1986)-  35 48 46.     (N)    086 53 45.     (W)     SCALED    
 FD0651* NAVD 88     -       238.539  (meters)     782.61   (feet)  ADJUSTED  
 FD0651  ___________________________________________________________________
 FD0651  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0651  DYNAMIC HT  -         238.328 (meters)     781.91  (feet)  COMP
 FD0651  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0651
 FD0651  VERT ORDER  -  SECOND    CLASS 0
 FD0651
 FD0651.The horizontal coordinates were scaled from a topographic map and have
 FD0651.an estimated accuracy of +/- 6 seconds.
 FD0651
 FD0651.The orthometric height was determined by differential leveling
 FD0651.and adjusted by the National Geodetic Survey in June 1991..
 FD0651
 FD0651.The geoid height was determined by GEOID03.
 FD0651
 FD0651.The dynamic height is computed by dividing the NAVD 88
 FD0651.geopotential number by the normal gravity value computed on the
 FD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0651.degrees latitude (g = 980.6199 gals.).
 FD0651
 FD0651.The modeled gravity was interpolated from observed gravity values.
 FD0651
 FD0651;                    North         East    Units  Estimated Accuracy
 FD0651;SPC TN       -   164,510.      519,040.      MT  (+/- 180 meters Scaled)
 FD0651
 FD0651                          SUPERSEDED SURVEY CONTROL
 FD0651
 FD0651  NGVD 29 (??/??/92)  238.504  (m)          782.49   (f) ADJ UNCH    2 0
 FD0651
 FD0651.Superseded values are not recommended for survey control.
 FD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0651.See file dsdata.txt to determine how the superseded data were derived.
 FD0651
 FD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE094631(NAD 83)
 FD0651_MARKER: DD = SURVEY DISK
 FD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0651_STAMPING: WPA TDG 9431 1935
 FD0651_MARK LOGO: TNDG  
 FD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0651+STABILITY: SURFACE MOTION
 FD0651
 FD0651  HISTORY     - Date     Condition        Report By
 FD0651  HISTORY     - 1935     MONUMENTED       TNDG
 FD0651  HISTORY     - 1963     GOOD             TNHD
 FD0651  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0651
 FD0651                          STATION DESCRIPTION
 FD0651
 FD0651'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0651'6.8 MI N FROM SPRING HILL.
 FD0651'FROM THE POST OFFICE IN SPRINGHILL GO 6.8 MILES NORTH ON U.S.
 FD0651'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 30
 FD0651'FT. WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, 2 FT. EAST OF A
 FD0651'WIRE FENCE AND 32 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 FD0651'A STANDARD WPA TDG DISK SET IN TOP OF A 6-INCH SQUARE, CONCRETE
 FD0651'MONUMENT, PROJECTING 6 INCHES ABOVE THE GROUND.
 FD0651
 FD0651                          STATION RECOVERY (1983)
 FD0651
 FD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0651'NOT RECOVERED.  INADEQUATE DESCRIPTION, ICE AND SNOW HAMPERED THE
 FD0651'SEARCH FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0493 ***********************************************************************
 FD0493  DESIGNATION -  9433
 FD0493  PID         -  FD0493
 FD0493  STATE/COUNTY-  TN/WILLIAMSON
 FD0493  USGS QUAD   -  SPRING HILL (1979)
 FD0493
 FD0493                         *CURRENT SURVEY CONTROL
 FD0493  ___________________________________________________________________
 FD0493* NAD 83(1986)-  35 48 19.     (N)    086 54 08.     (W)     SCALED    
 FD0493* NAVD 88     -       241.836  (meters)     793.42   (feet)  ADJUSTED  
 FD0493  ___________________________________________________________________
 FD0493  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0493  DYNAMIC HT  -         241.622 (meters)     792.72  (feet)  COMP
 FD0493  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0493
 FD0493  VERT ORDER  -  SECOND    CLASS 0
 FD0493
 FD0493.The horizontal coordinates were scaled from a topographic map and have
 FD0493.an estimated accuracy of +/- 6 seconds.
 FD0493
 FD0493.The orthometric height was determined by differential leveling
 FD0493.and adjusted by the National Geodetic Survey in June 1991..
 FD0493
 FD0493.The geoid height was determined by GEOID03.
 FD0493
 FD0493.The dynamic height is computed by dividing the NAVD 88
 FD0493.geopotential number by the normal gravity value computed on the
 FD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0493.degrees latitude (g = 980.6199 gals.).
 FD0493
 FD0493.The modeled gravity was interpolated from observed gravity values.
 FD0493
 FD0493;                    North         East    Units  Estimated Accuracy
 FD0493;SPC TN       -   163,690.      518,460.      MT  (+/- 180 meters Scaled)
 FD0493
 FD0493                          SUPERSEDED SURVEY CONTROL
 FD0493
 FD0493  NGVD 29 (??/??/92)  241.802  (m)          793.31   (f) ADJ UNCH    2 0
 FD0493
 FD0493.Superseded values are not recommended for survey control.
 FD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0493.See file dsdata.txt to determine how the superseded data were derived.
 FD0493
 FD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE088623(NAD 83)
 FD0493_MARKER: DD = SURVEY DISK
 FD0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0493_STAMPING: 9433
 FD0493_MARK LOGO: TNDG  
 FD0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0493+STABILITY: SURFACE MOTION
 FD0493
 FD0493  HISTORY     - Date     Condition        Report By
 FD0493  HISTORY     - UNK      MONUMENTED       TNDG
 FD0493  HISTORY     - 1960     GOOD             NGS
 FD0493  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0493
 FD0493                          STATION DESCRIPTION
 FD0493
 FD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0493'0.8 MI NE FROM THOMPSONS.
 FD0493'FROM THE PAVED ROAD CROSSING IN THOMPSONS, GO NORTHEAST ON THE
 FD0493'L. AND N. RAILROAD FOR 0.75 MILE.  THE BENCH MARK IS 77 FT. EAST
 FD0493'OF THE EAST RAIL OF THE TRACK, 54 FT. NORTH OF THE CENTER OF A
 FD0493'DRIVE, 31 FT. WEST OF THE CENTER OF U.S. HIGHWAY 31, 9 FT. NORTH
 FD0493'OF A TELEPHONE POLE AND 1.4 FT. WEST OF A WITNESS SIGN.  THE DISK
 FD0493'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 FD0493'LEVEL WITH THE HIGHWAY.
 FD0493
 FD0493                          STATION RECOVERY (1984)
 FD0493
 FD0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0493'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1863 ***********************************************************************
 FB1863  DESIGNATION -  945.3
 FB1863  PID         -  FB1863
 FB1863  STATE/COUNTY-  TN/KNOX
 FB1863  USGS QUAD   -  SHOOKS GAP (1987)
 FB1863
 FB1863                         *CURRENT SURVEY CONTROL
 FB1863  ___________________________________________________________________
 FB1863* NAD 83(1986)-  35 59 25.     (N)    083 51 14.     (W)     SCALED    
 FB1863* NAVD 88     -       287.86   (+/-2cm)     944.4    (feet)  VERTCON   
 FB1863  ___________________________________________________________________
 FB1863  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1863
 FB1863  VERT ORDER  -  ? (See Below)
 FB1863
 FB1863.The horizontal coordinates were scaled from a topographic map and have
 FB1863.an estimated accuracy of +/- 6 seconds.
 FB1863
 FB1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1863.The vertical order pertains to the NGVD 29 superseded value.
 FB1863
 FB1863.The geoid height was determined by GEOID03.
 FB1863
 FB1863;                    North         East    Units  Estimated Accuracy
 FB1863;SPC TN       -   185,960.      793,500.      MT  (+/- 180 meters Scaled)
 FB1863
 FB1863                          SUPERSEDED SURVEY CONTROL
 FB1863
 FB1863  NGVD 29 (??/??/92)  288.003  (m)          944.89   (f) ADJ UNCH    ?  
 FB1863
 FB1863.Superseded values are not recommended for survey control.
 FB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1863.See file dsdata.txt to determine how the superseded data were derived.
 FB1863
 FB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV427866(NAD 83)
 FB1863_MARKER: Q = CHISELED SQUARE
 FB1863_SETTING: 80 = SET IN A BOULDER
 FB1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1863+STABILITY: SURFACE MOTION
 FB1863
 FB1863  HISTORY     - Date     Condition        Report By
 FB1863  HISTORY     - UNK      MONUMENTED       USGS
 FB1863  HISTORY     - 1936     GOOD             USGS
 FB1863
 FB1863                          STATION DESCRIPTION
 FB1863
 FB1863'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1863'0.5 MI S FROM KNOXVILLE.
 FB1863'0.5 MILE SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL,
 FB1863'NEAR THE EASTERN OUTSKIRTS OF KNOXVILLE, 55 FEET SOUTH AND 26
 FB1863'FEET EAST OF THE JUNCTION OF A PRIVATE ROAD LEADING WEST, AND ON
 FB1863'THE TOP OF A BOULDER.  A CHISELED SQUARE, PAINTED USBM 945.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0482 ***********************************************************************
 FC0482  DESIGNATION -  948.5
 FC0482  PID         -  FC0482
 FC0482  STATE/COUNTY-  TN/MCMINN
 FC0482  USGS QUAD   -  ATHENS (1990)
 FC0482
 FC0482                         *CURRENT SURVEY CONTROL
 FC0482  ___________________________________________________________________
 FC0482* NAD 83(1986)-  35 27 21.     (N)    084 33 16.     (W)     SCALED    
 FC0482* NAVD 88     -       288.705  (meters)     947.19   (feet)  ADJUSTED  
 FC0482  ___________________________________________________________________
 FC0482  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0482  DYNAMIC HT  -         288.424 (meters)     946.27  (feet)  COMP
 FC0482  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 FC0482
 FC0482  VERT ORDER  -  SECOND    CLASS 0
 FC0482
 FC0482.The horizontal coordinates were scaled from a topographic map and have
 FC0482.an estimated accuracy of +/- 6 seconds.
 FC0482
 FC0482.The orthometric height was determined by differential leveling
 FC0482.and adjusted by the National Geodetic Survey in June 1991..
 FC0482
 FC0482.The geoid height was determined by GEOID03.
 FC0482
 FC0482.The dynamic height is computed by dividing the NAVD 88
 FC0482.geopotential number by the normal gravity value computed on the
 FC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0482.degrees latitude (g = 980.6199 gals.).
 FC0482
 FC0482.The modeled gravity was interpolated from observed gravity values.
 FC0482
 FC0482;                    North         East    Units  Estimated Accuracy
 FC0482;SPC TN       -   125,510.      731,220.      MT  (+/- 180 meters Scaled)
 FC0482
 FC0482                          SUPERSEDED SURVEY CONTROL
 FC0482
 FC0482  NGVD 29 (??/??/92)  288.775  (m)          947.42   (f) ADJ UNCH    2 0
 FC0482
 FC0482.Superseded values are not recommended for survey control.
 FC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0482.See file dsdata.txt to determine how the superseded data were derived.
 FC0482
 FC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE219263(NAD 83)
 FC0482_MARKER: X = CHISELED CROSS
 FC0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0482
 FC0482  HISTORY     - Date     Condition        Report By
 FC0482  HISTORY     - UNK      MONUMENTED       USGS
 FC0482  HISTORY     - 1933     GOOD             NGS
 FC0482
 FC0482                          STATION DESCRIPTION
 FC0482
 FC0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0482'2.4 MI NE FROM ATHENS.
 FC0482'2.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0482'FROM ATHENS, MC MINN COUNTY, 1/3 MILE EAST OF MILEPOST L 332, 105
 FC0482'FEET EAST OF A ROAD CROSSING, 10 FEET SOUTH OF THE SOUTH RAIL,
 FC0482'AND ON THE HIGHEST POINT OF AN IRON PIPE CULVERT.  A CHISELED
 FC0482'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2615 ***********************************************************************
 AJ2615  DESIGNATION -  95
 AJ2615  PID         -  AJ2615
 AJ2615  STATE/COUNTY-  TN/SHELBY
 AJ2615  USGS QUAD   -  ELLENDALE (1993)
 AJ2615
 AJ2615                         *CURRENT SURVEY CONTROL
 AJ2615  ___________________________________________________________________
 AJ2615* NAD 83(1995)-  35 07 51.14005(N)    089 47 06.26564(W)     ADJUSTED  
 AJ2615* NAVD 88     -       102.24   (meters)     335.4    (feet)  LEVELING  
 AJ2615  ___________________________________________________________________
 AJ2615  X           -      19,589.114 (meters)                     COMP
 AJ2615  Y           -  -5,222,109.836 (meters)                     COMP
 AJ2615  Z           -   3,649,793.868 (meters)                     COMP
 AJ2615  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2615  ELLIP HEIGHT-          74.81  (meters)          (04/26/01) GPS OBS
 AJ2615  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AJ2615
 AJ2615  HORZ ORDER  -  FIRST
 AJ2615  VERT ORDER  -  THIRD ?
 AJ2615  ELLP ORDER  -  FOURTH    CLASS I
 AJ2615
 AJ2615.The horizontal coordinates were established by GPS observations
 AJ2615.and adjusted by the National Geodetic Survey in April 2001..
 AJ2615
 AJ2615.The orthometric height was determined by differential leveling.
 AJ2615.The vertical network tie was performed by a horz. field party for horz.
 AJ2615.obs reductions. Reset procedures were used to establish the elevation.
 AJ2615
 AJ2615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2615
 AJ2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2615
 AJ2615.The ellipsoidal height was determined by GPS observations
 AJ2615.and is referenced to NAD 83.
 AJ2615
 AJ2615.The geoid height was determined by GEOID03.
 AJ2615
 AJ2615;                    North         East     Units Scale Factor Converg.
 AJ2615;SPC TN       -    95,158.333   255,096.603   MT  1.00002316   -2 12 57.4
 AJ2615;SPC TN       -   312,198.63    836,929.44   sFT  1.00002316   -2 12 57.4
 AJ2615;UTM  16      - 3,891,107.310   246,228.686   MT  1.00039375   -1 36 12.7
 AJ2615
 AJ2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2615!SPC TN       -   0.99998826  x   1.00002316  =   1.00001142
 AJ2615!UTM  16      -   0.99998826  x   1.00039375  =   1.00038200
 AJ2615
 AJ2615                          SUPERSEDED SURVEY CONTROL
 AJ2615
 AJ2615.No superseded survey control is available for this station.
 AJ2615
 AJ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4622991107(NAD 83)
 AJ2615_MARKER: DD = SURVEY DISK
 AJ2615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2615+WITH SETTING: INFORMATION.
 AJ2615_STAMPING: 095
 AJ2615_MARK LOGO: MLGW  
 AJ2615_PROJECTION: FLUSH
 AJ2615_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2615+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2002
 AJ2615_ROD/PIPE-DEPTH:  0.8 meters
 AJ2615
 AJ2615  HISTORY     - Date     Condition        Report By
 AJ2615  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2615  HISTORY     - 20021220 GOOD             TN1620
 AJ2615
 AJ2615                          STATION DESCRIPTION
 AJ2615
 AJ2615'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2615'THE STATION IS LOCATED IN CENTRAL SHELBY COUNTY APPROXIMATELY 0.50
 AJ2615'MILES (0.80 KM) EAST OF AGRICENTER INTERNATIONAL.
 AJ2615'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN PARKWAY AND
 AJ2615'WALNUT GROVE ROAD, PROCEED EAST ON WALNUT GROVE ROAD APPROXIMATELY
 AJ2615'0.70 MILE (1.13 KM) TO WALNUT BEND ROAD.  THE STATION IS ON THE LEFT.
 AJ2615'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2615'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2615'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 240.00 FEET (73.15 M)
 AJ2615'NORTH OF THE CENTERLINE OF WALNUT GROVE ROAD, 134.90 FEET (41.12 M)
 AJ2615'SOUTH OF THE CENTERLINE OF RALEIGH-LAGRANGE ROAD PROJECTED EAST, 95.50
 AJ2615'FEET (29.11 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY TO A CHURCH AT
 AJ2615'ADDRESS 8350 WALNUT GROVE ROAD, 80.00 FEET (24.38 M) NORTHEAST OF A
 AJ2615'WOOD POWER POLE NO.  176371, 28.60 FEET (8.72 M) NORTHEAST OF A NO
 AJ2615'PARKING SIGN, 10.00 FEET (3.05 M) EAST OF THE EAST CURBLINE OF WALNUT
 AJ2615'BEND ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2615
 AJ2615                          STATION RECOVERY (2002)
 AJ2615
 AJ2615'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (SB)
 AJ2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2616 ***********************************************************************
 AJ2616  DESIGNATION -  96
 AJ2616  PID         -  AJ2616
 AJ2616  STATE/COUNTY-  TN/SHELBY
 AJ2616  USGS QUAD   -  ELLENDALE (1993)
 AJ2616
 AJ2616                         *CURRENT SURVEY CONTROL
 AJ2616  ___________________________________________________________________
 AJ2616* NAD 83(1995)-  35 08 51.02997(N)    089 49 04.63915(W)     ADJUSTED  
 AJ2616* NAVD 88     -       100.08   (meters)     328.3    (feet)  LEVELING  
 AJ2616  ___________________________________________________________________
 AJ2616  X           -      16,588.808 (meters)                     COMP
 AJ2616  Y           -  -5,221,056.156 (meters)                     COMP
 AJ2616  Z           -   3,651,301.947 (meters)                     COMP
 AJ2616  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2616  ELLIP HEIGHT-          72.66  (meters)          (04/26/01) GPS OBS
 AJ2616  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2616
 AJ2616  HORZ ORDER  -  FIRST
 AJ2616  VERT ORDER  -  THIRD ?
 AJ2616  ELLP ORDER  -  FOURTH    CLASS I
 AJ2616
 AJ2616.The horizontal coordinates were established by GPS observations
 AJ2616.and adjusted by the National Geodetic Survey in April 2001..
 AJ2616
 AJ2616.The orthometric height was determined by differential leveling.
 AJ2616.The vertical network tie was performed by a horz. field party for horz.
 AJ2616.obs reductions. Reset procedures were used to establish the elevation.
 AJ2616
 AJ2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2616
 AJ2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2616
 AJ2616.The ellipsoidal height was determined by GPS observations
 AJ2616.and is referenced to NAD 83.
 AJ2616
 AJ2616.The geoid height was determined by GEOID03.
 AJ2616
 AJ2616;                    North         East     Units Scale Factor Converg.
 AJ2616;SPC TN       -    97,119.011   252,173.872   MT  1.00001967   -2 14 06.7
 AJ2616;SPC TN       -   318,631.29    827,340.45   sFT  1.00001967   -2 14 06.7
 AJ2616;UTM  16      - 3,893,037.382   243,284.048   MT  1.00041228   -1 37 23.3
 AJ2616
 AJ2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2616!SPC TN       -   0.99998860  x   1.00001967  =   1.00000826
 AJ2616!UTM  16      -   0.99998860  x   1.00041228  =   1.00040087
 AJ2616
 AJ2616                          SUPERSEDED SURVEY CONTROL
 AJ2616
 AJ2616.No superseded survey control is available for this station.
 AJ2616
 AJ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4328493037(NAD 83)
 AJ2616_MARKER: DD = SURVEY DISK
 AJ2616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2616+WITH SETTING: INFORMATION.
 AJ2616_STAMPING: 096
 AJ2616_MARK LOGO: MLGW  
 AJ2616_PROJECTION: FLUSH
 AJ2616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2616+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 AJ2616_ROD/PIPE-DEPTH:  0.8 meters
 AJ2616
 AJ2616  HISTORY     - Date     Condition        Report By
 AJ2616  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2616  HISTORY     - 20031028 GOOD             TN1620
 AJ2616
 AJ2616                          STATION DESCRIPTION
 AJ2616
 AJ2616'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2616'THE STATION IS LOCATED IN CENTRAL SHELBY COUNTY AT THE NORTHEAST
 AJ2616'CORNER OF SHELBY FARMS.
 AJ2616'TO REACH THE STATION FROM THE INTERSECTION OF MULLINS STATION ROAD AND
 AJ2616'WHITTEN ROAD PROCEED EAST ON MULLINS STATION ROAD APPROXIMATELY 1.10
 AJ2616'MILE (1.77 KM) TO RALEIGH-LAGRANGE ROAD.  THE STATION IS ON THE RIGHT.
 AJ2616'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2616'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2616'A DETPH OF 30 INCHES.  THE STATION IS AT THE NORTHEAST CORNER OF
 AJ2616'PLOUGH PARK LOCATED AT THE NORTHEAST CORNER OF SHEBLY FARMS, 97.80
 AJ2616'FEET (29.81 M) WEST OF THE CENTERLINE OF RALEIGH-LAGRANGE ROAD, 37.10
 AJ2616'FEET (11.31 M) SOUTH OF THE CENTERLINE OF MULLINS STATION ROAD, 36.80
 AJ2616'FEET (11.22 M) WEST OF A WOOD POWER POLE NO.  32529, 3.45 FEET (1.05
 AJ2616'M) NORTH OF FARM FENCE WITH CONCRETE POST.  THE CAP AND CONCRETE ARE
 AJ2616'SET FLUSH WITH THE GROUND.
 AJ2616
 AJ2616                          STATION RECOVERY (2003)
 AJ2616
 AJ2616'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1462 ***********************************************************************
 FC1462  DESIGNATION -  963.410
 FC1462  PID         -  FC1462
 FC1462  STATE/COUNTY-  TN/WARREN
 FC1462  USGS QUAD   -  MC MINNVILLE (1984)
 FC1462
 FC1462                         *CURRENT SURVEY CONTROL
 FC1462  ___________________________________________________________________
 FC1462* NAD 83(1986)-  35 39 59.     (N)    085 47 43.     (W)     SCALED    
 FC1462* NAVD 88     -       293.548  (meters)     963.08   (feet)  ADJUSTED  
 FC1462  ___________________________________________________________________
 FC1462  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1462  DYNAMIC HT  -         293.276 (meters)     962.19  (feet)  COMP
 FC1462  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FC1462
 FC1462  VERT ORDER  -  SECOND    CLASS 0
 FC1462
 FC1462.The horizontal coordinates were scaled from a topographic map and have
 FC1462.an estimated accuracy of +/- 6 seconds.
 FC1462
 FC1462.The orthometric height was determined by differential leveling
 FC1462.and adjusted by the National Geodetic Survey in June 1991..
 FC1462
 FC1462.The geoid height was determined by GEOID03.
 FC1462
 FC1462.The dynamic height is computed by dividing the NAVD 88
 FC1462.geopotential number by the normal gravity value computed on the
 FC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1462.degrees latitude (g = 980.6199 gals.).
 FC1462
 FC1462.The modeled gravity was interpolated from observed gravity values.
 FC1462
 FC1462;                    North         East    Units  Estimated Accuracy
 FC1462;SPC TN       -   147,920.      618,540.      MT  (+/- 180 meters Scaled)
 FC1462
 FC1462                          SUPERSEDED SURVEY CONTROL
 FC1462
 FC1462  NGVD 29 (??/??/92)  293.572  (m)          963.16   (f) ADJ UNCH    2 0
 FC1462
 FC1462.Superseded values are not recommended for survey control.
 FC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1462.See file dsdata.txt to determine how the superseded data were derived.
 FC1462
 FC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE090476(NAD 83)
 FC1462_MARKER: N = NAIL
 FC1462_SETTING: 0 = UNSPECIFIED SETTING
 FC1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1462
 FC1462  HISTORY     - Date     Condition        Report By
 FC1462  HISTORY     - UNK      MONUMENTED       TNHD
 FC1462  HISTORY     - 1934     GOOD             NGS
 FC1462
 FC1462                          STATION DESCRIPTION
 FC1462
 FC1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1462'1.5 MI SW FROM MC MINNVILLE.
 FC1462'1.5 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1462'RAILWAY FROM MC MINNVILLE, WARREN COUNTY, IN A POLE AT AN OVERHEAD
 FC1462'CROSSING, 17 FEET NORTH OF THE CENTERLINE OF THE TRACK, 18 FEET
 FC1462'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 FC1462'GROUND.  A 16-PENNY NAIL PROJECTING ONE INCH FROM THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2617 ***********************************************************************
 AJ2617  DESIGNATION -  97
 AJ2617  PID         -  AJ2617
 AJ2617  STATE/COUNTY-  TN/SHELBY
 AJ2617  USGS QUAD   -  ELLENDALE (1993)
 AJ2617
 AJ2617                         *CURRENT SURVEY CONTROL
 AJ2617  ___________________________________________________________________
 AJ2617* NAD 83(1995)-  35 09 14.66618(N)    089 51 08.25720(W)     ADJUSTED  
 AJ2617* NAVD 88     -        87.74   (meters)     287.9    (feet)  LEVELING  
 AJ2617  ___________________________________________________________________
 AJ2617  X           -      13,458.629 (meters)                     COMP
 AJ2617  Y           -  -5,220,635.708 (meters)                     COMP
 AJ2617  Z           -   3,651,890.433 (meters)                     COMP
 AJ2617  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2617  ELLIP HEIGHT-          60.33  (meters)          (04/26/01) GPS OBS
 AJ2617  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2617
 AJ2617  HORZ ORDER  -  FIRST
 AJ2617  VERT ORDER  -  THIRD ?
 AJ2617  ELLP ORDER  -  FOURTH    CLASS I
 AJ2617
 AJ2617.The horizontal coordinates were established by GPS observations
 AJ2617.and adjusted by the National Geodetic Survey in April 2001..
 AJ2617
 AJ2617.The orthometric height was determined by differential leveling.
 AJ2617.The vertical network tie was performed by a horz. field party for horz.
 AJ2617.obs reductions. Reset procedures were used to establish the elevation.
 AJ2617
 AJ2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2617
 AJ2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2617
 AJ2617.The ellipsoidal height was determined by GPS observations
 AJ2617.and is referenced to NAD 83.
 AJ2617
 AJ2617.The geoid height was determined by GEOID03.
 AJ2617
 AJ2617;                    North         East     Units Scale Factor Converg.
 AJ2617;SPC TN       -    97,969.460   249,075.828   MT  1.00001831   -2 15 19.0
 AJ2617;SPC TN       -   321,421.47    817,176.28   sFT  1.00001831   -2 15 19.0
 AJ2617;UTM  16      - 3,893,855.018   240,175.844   MT  1.00043207   -1 38 35.5
 AJ2617
 AJ2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2617!SPC TN       -   0.99999053  x   1.00001831  =   1.00000884
 AJ2617!UTM  16      -   0.99999053  x   1.00043207  =   1.00042260
 AJ2617
 AJ2617                          SUPERSEDED SURVEY CONTROL
 AJ2617
 AJ2617.No superseded survey control is available for this station.
 AJ2617
 AJ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4017693855(NAD 83)
 AJ2617_MARKER: DD = SURVEY DISK
 AJ2617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2617+WITH SETTING: INFORMATION.
 AJ2617_STAMPING: 097
 AJ2617_MARK LOGO: MLGW  
 AJ2617_PROJECTION: FLUSH
 AJ2617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2617+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2617_ROD/PIPE-DEPTH:  0.8 meters
 AJ2617
 AJ2617  HISTORY     - Date     Condition        Report By
 AJ2617  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2617
 AJ2617                          STATION DESCRIPTION
 AJ2617
 AJ2617'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2617'THE STATION IS LOCATED IN CENTRAL SHELBY COUNTY AT THE SHELBY COUNTY
 AJ2617'CORRECTION CENTER.
 AJ2617'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 (I-40) AND
 AJ2617'SYCAMORE VIEW ROAD PROCEED SOUTH ON SYCAMORE VIEW ROAD FOR
 AJ2617'APPROXIMATELY 0.80 MILE (1.29 KM) TO MULLINS STATION ROAD.  TURN LEFT
 AJ2617'AND CONTINUE EAST ON MULLINS STATION ROAD APPROXIMATELY 0.35 MILES
 AJ2617'(0.56 KM) TO THE INTERSECTION OF MULLINS STATION ROAD, (MULLINS
 AJ2617'STATION RUNS NORTH-SOUTH) .  THE STATION IS ON THE RIGHT.
 AJ2617'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2617'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2617'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 230.00 FEET (70.10 M)
 AJ2617'WEST OF THE CENTERLINE OF MULLINS STATION ROAD NORTH-SOUTH, 158.50
 AJ2617'FEET (48.31 M) SOUTH OF THE CENTERLINE OF MULLINS STATION ROAD
 AJ2617'(MULLINS STATION EAST-WEST) , 143.00 FEET (43.59 M) SOUTHWEST OF A
 AJ2617'WOOD POWER POLE NO.  157642, 16.00 FEET (4.88 M) SOUTH OF THE EDGE OF
 AJ2617'A ASPHALT PARKING LOT, 12.80 FEET (3.90 M) NORTH OF THE CENTERLINE OF
 AJ2617'A RR TRACK.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0161 ***********************************************************************
 FD0161  DESIGNATION -  971
 FD0161  PID         -  FD0161
 FD0161  STATE/COUNTY-  TN/FRANKLIN
 FD0161  USGS QUAD   -  WINCHESTER (1971)
 FD0161
 FD0161                         *CURRENT SURVEY CONTROL
 FD0161  ___________________________________________________________________
 FD0161* NAD 83(1986)-  35 09 42.     (N)    086 00 24.     (W)     SCALED    
 FD0161* NAVD 88     -       295.184  (meters)     968.45   (feet)  ADJUSTED  
 FD0161  ___________________________________________________________________
 FD0161  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0161  DYNAMIC HT  -         294.892 (meters)     967.49  (feet)  COMP
 FD0161  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FD0161
 FD0161  VERT ORDER  -  FIRST     CLASS II
 FD0161
 FD0161.The horizontal coordinates were scaled from a topographic map and have
 FD0161.an estimated accuracy of +/- 6 seconds.
 FD0161
 FD0161.The orthometric height was determined by differential leveling
 FD0161.and adjusted by the National Geodetic Survey in June 1991..
 FD0161
 FD0161.The geoid height was determined by GEOID03.
 FD0161
 FD0161.The dynamic height is computed by dividing the NAVD 88
 FD0161.geopotential number by the normal gravity value computed on the
 FD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0161.degrees latitude (g = 980.6199 gals.).
 FD0161
 FD0161.The modeled gravity was interpolated from observed gravity values.
 FD0161
 FD0161;                    North         East    Units  Estimated Accuracy
 FD0161;SPC TN       -    91,900.      599,390.      MT  (+/- 180 meters Scaled)
 FD0161
 FD0161                          SUPERSEDED SURVEY CONTROL
 FD0161
 FD0161  NGVD 29 (??/??/92)  295.154  (m)          968.35   (f) ADJ UNCH    1 2
 FD0161
 FD0161.Superseded values are not recommended for survey control.
 FD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0161.See file dsdata.txt to determine how the superseded data were derived.
 FD0161
 FD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED904914(NAD 83)
 FD0161_MARKER: DD = SURVEY DISK
 FD0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0161_SP_SET: CULVERT
 FD0161_STAMPING: 971 NASHVILLE 1899
 FD0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0161
 FD0161  HISTORY     - Date     Condition        Report By
 FD0161  HISTORY     - 1899     MONUMENTED       USGS
 FD0161  HISTORY     - 1935     GOOD             NGS
 FD0161
 FD0161                          STATION DESCRIPTION
 FD0161
 FD0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0161'0.3 MI SE FROM COWAN.
 FD0161'0.3 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0161'RAILWAY FROM THE STATION AT COWAN, FRANKLIN COUNTY, AT THE SOUTHEAST
 FD0161'END OF A STONE CULVERT, AND ON THE TOP OF THE NORTHEAST CAPSTONE.
 FD0161'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 971
 FD0161'NASHVILLE 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2034 ***********************************************************************
 FB2034  DESIGNATION -  971.9
 FB2034  PID         -  FB2034
 FB2034  STATE/COUNTY-  TN/BLOUNT
 FB2034  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2034
 FB2034                         *CURRENT SURVEY CONTROL
 FB2034  ___________________________________________________________________
 FB2034* NAD 83(1986)-  35 42 01.     (N)    083 48 02.     (W)     SCALED    
 FB2034* NAVD 88     -       296.22   (+/-2cm)     971.8    (feet)  VERTCON   
 FB2034  ___________________________________________________________________
 FB2034  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB2034
 FB2034  VERT ORDER  -  ? (See Below)
 FB2034
 FB2034.The horizontal coordinates were scaled from a topographic map and have
 FB2034.an estimated accuracy of +/- 6 seconds.
 FB2034
 FB2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2034.The vertical order pertains to the NGVD 29 superseded value.
 FB2034
 FB2034.The geoid height was determined by GEOID03.
 FB2034
 FB2034;                    North         East    Units  Estimated Accuracy
 FB2034;SPC TN       -   153,900.      799,030.      MT  (+/- 180 meters Scaled)
 FB2034
 FB2034                          SUPERSEDED SURVEY CONTROL
 FB2034
 FB2034  NGVD 29 (??/??/92)  296.333  (m)          972.22   (f) ADJ UNCH    ?  
 FB2034
 FB2034.Superseded values are not recommended for survey control.
 FB2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2034.See file dsdata.txt to determine how the superseded data were derived.
 FB2034
 FB2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV466543(NAD 83)
 FB2034_MARKER: Q = CHISELED SQUARE
 FB2034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2034_SP_SET: CULVERT
 FB2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2034
 FB2034  HISTORY     - Date     Condition        Report By
 FB2034  HISTORY     - UNK      MONUMENTED       TVA
 FB2034  HISTORY     - 1938     GOOD             TVA
 FB2034
 FB2034                          STATION DESCRIPTION
 FB2034
 FB2034'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2034'0.9 MI NW FROM KINZEL SPRINGS.
 FB2034'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 73 FROM KINZEL SPRINGS,
 FB2034'0.35 MILE SOUTHEAST OF A HORSESHOE BEND IN THE HIGHWAY AND
 FB2034'RIVER, AT A CONCRETE CULVERT, AND ON THE TOP OF THE SOUTHWEST
 FB2034'HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0864 ***********************************************************************
 FC0864  DESIGNATION -  979 MC
 FC0864  PID         -  FC0864
 FC0864  STATE/COUNTY-  TN/MCMINN
 FC0864  USGS QUAD   -  NIOTA (1990)
 FC0864
 FC0864                         *CURRENT SURVEY CONTROL
 FC0864  ___________________________________________________________________
 FC0864* NAD 83(1986)-  35 30 54.     (N)    084 32 46.     (W)     SCALED    
 FC0864* NAVD 88     -       297.950  (meters)     977.52   (feet)  ADJUSTED  
 FC0864  ___________________________________________________________________
 FC0864  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0864  DYNAMIC HT  -         297.659 (meters)     976.57  (feet)  COMP
 FC0864  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0864
 FC0864  VERT ORDER  -  FIRST     CLASS I
 FC0864
 FC0864.The horizontal coordinates were scaled from a topographic map and have
 FC0864.an estimated accuracy of +/- 6 seconds.
 FC0864
 FC0864.The orthometric height was determined by differential leveling
 FC0864.and adjusted by the National Geodetic Survey in June 1991..
 FC0864
 FC0864.The geoid height was determined by GEOID03.
 FC0864
 FC0864.The dynamic height is computed by dividing the NAVD 88
 FC0864.geopotential number by the normal gravity value computed on the
 FC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0864.degrees latitude (g = 980.6199 gals.).
 FC0864
 FC0864.The modeled gravity was interpolated from observed gravity values.
 FC0864
 FC0864;                    North         East    Units  Estimated Accuracy
 FC0864;SPC TN       -   132,090.      731,880.      MT  (+/- 180 meters Scaled)
 FC0864
 FC0864                          SUPERSEDED SURVEY CONTROL
 FC0864
 FC0864  NGVD 29 (??/??/92)  298.010  (m)          977.72   (f) ADJ UNCH    1 1
 FC0864
 FC0864.Superseded values are not recommended for survey control.
 FC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0864.See file dsdata.txt to determine how the superseded data were derived.
 FC0864
 FC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225329(NAD 83)
 FC0864_MARKER: DB = BENCH MARK DISK
 FC0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0864_SP_SET: BUILDING
 FC0864_STAMPING: 977.928 FT MC
 FC0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0864
 FC0864  HISTORY     - Date     Condition        Report By
 FC0864  HISTORY     - UNK      MONUMENTED       USGS
 FC0864  HISTORY     - 1968     GOOD             NGS
 FC0864
 FC0864                          STATION DESCRIPTION
 FC0864
 FC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0864'AT NIOTA.
 FC0864'AT NIOTA, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTH
 FC0864'CORNER OF THE SOUTHERN RAILWAY STATION, 33.6 FEET NORTHWEST OF
 FC0864'THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 3.1 FEET NORTHWEST
 FC0864'OF THE SOUTH CORNER OF THE STATION, 1 1/2 FEET ABOVE THE LEVEL
 FC0864'OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2618 ***********************************************************************
 AJ2618  DESIGNATION -  98
 AJ2618  PID         -  AJ2618
 AJ2618  STATE/COUNTY-  TN/SHELBY
 AJ2618  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2618
 AJ2618                         *CURRENT SURVEY CONTROL
 AJ2618  ___________________________________________________________________
 AJ2618* NAD 83(1995)-  35 08 08.55591(N)    089 53 13.34342(W)     ADJUSTED  
 AJ2618* NAVD 88     -        82.98   (meters)     272.2    (feet)  LEVELING  
 AJ2618  ___________________________________________________________________
 AJ2618  X           -      10,294.955 (meters)                     COMP
 AJ2618  Y           -  -5,221,811.855 (meters)                     COMP
 AJ2618  Z           -   3,650,221.755 (meters)                     COMP
 AJ2618  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2618  ELLIP HEIGHT-          55.61  (meters)          (04/26/01) GPS OBS
 AJ2618  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2618
 AJ2618  HORZ ORDER  -  FIRST
 AJ2618  VERT ORDER  -  THIRD ?
 AJ2618  ELLP ORDER  -  FOURTH    CLASS I
 AJ2618
 AJ2618.The horizontal coordinates were established by GPS observations
 AJ2618.and adjusted by the National Geodetic Survey in April 2001..
 AJ2618
 AJ2618.The orthometric height was determined by differential leveling.
 AJ2618.The vertical network tie was performed by a horz. field party for horz.
 AJ2618.obs reductions. Reset procedures were used to establish the elevation.
 AJ2618
 AJ2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2618
 AJ2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2618
 AJ2618.The ellipsoidal height was determined by GPS observations
 AJ2618.and is referenced to NAD 83.
 AJ2618
 AJ2618.The geoid height was determined by GEOID03.
 AJ2618
 AJ2618;                    North         East     Units Scale Factor Converg.
 AJ2618;SPC TN       -    96,058.819   245,831.389   MT  1.00002214   -2 16 32.3
 AJ2618;SPC TN       -   315,152.98    806,531.82   sFT  1.00002214   -2 16 32.3
 AJ2618;UTM  16      - 3,891,908.975   236,950.657   MT  1.00045286   -1 39 45.0
 AJ2618
 AJ2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2618!SPC TN       -   0.99999127  x   1.00002214  =   1.00001341
 AJ2618!UTM  16      -   0.99999127  x   1.00045286  =   1.00044413
 AJ2618
 AJ2618                          SUPERSEDED SURVEY CONTROL
 AJ2618
 AJ2618.No superseded survey control is available for this station.
 AJ2618
 AJ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3695191909(NAD 83)
 AJ2618_MARKER: DD = SURVEY DISK
 AJ2618_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2618+WITH SETTING: INFORMATION.
 AJ2618_STAMPING: 098
 AJ2618_MARK LOGO: MLGW  
 AJ2618_PROJECTION: FLUSH
 AJ2618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2618+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2618_ROD/PIPE-DEPTH:  0.8 meters
 AJ2618
 AJ2618  HISTORY     - Date     Condition        Report By
 AJ2618  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2618  HISTORY     - 20030326 GOOD             TN1620
 AJ2618
 AJ2618                          STATION DESCRIPTION
 AJ2618
 AJ2618'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2618'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2618'0.25 MILES (0.40 KM) WEST OF BRENNAN CITY PARK.
 AJ2618'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2618'WHITE STATION ROAD PROCEED NORTH ON WHITE STATION ROAD APPROXIMATELY
 AJ2618'0.35 MILE (0.56 KM) TO RICH ROAD.  THE STATION IS ON THE RIGHT.
 AJ2618'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2618'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2618'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2618'OF WHITE STATION ROAD AND RICH ROAD, 45.00 FEET (13.72 M) NORTH OF THE
 AJ2618'NORTH CURBLINE OF RICH ROAD, 11.80 FEET (3.60 M) WEST OF A 6 FOOT (1.8
 AJ2618'M) WROUGHT IRON FENCE, 1.60 FEET (0.49 M) EAST OF THE EAST CURBLINE OF
 AJ2618'WHITE STATION ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2618'GROUND.
 AJ2618
 AJ2618                          STATION RECOVERY (2003)
 AJ2618
 AJ2618'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1936 ***********************************************************************
 FC1936  DESIGNATION -  983
 FC1936  PID         -  FC1936
 FC1936  STATE/COUNTY-  TN/WARREN
 FC1936  USGS QUAD   -  IRVING COLLEGE (1983)
 FC1936
 FC1936                         *CURRENT SURVEY CONTROL
 FC1936  ___________________________________________________________________
 FC1936* NAD 83(1986)-  35 37 15.     (N)    085 42 34.     (W)     SCALED    
 FC1936* NAVD 88     -       299.56   (+/-2cm)     982.8    (feet)  VERTCON   
 FC1936  ___________________________________________________________________
 FC1936  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1936
 FC1936  VERT ORDER  -  THIRD (See Below)
 FC1936
 FC1936.The horizontal coordinates were scaled from a topographic map and have
 FC1936.an estimated accuracy of +/- 6 seconds.
 FC1936
 FC1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1936.The vertical order pertains to the NGVD 29 superseded value.
 FC1936
 FC1936.The geoid height was determined by GEOID03.
 FC1936
 FC1936;                    North         East    Units  Estimated Accuracy
 FC1936;SPC TN       -   142,890.      626,320.      MT  (+/- 180 meters Scaled)
 FC1936
 FC1936                          SUPERSEDED SURVEY CONTROL
 FC1936
 FC1936  NGVD 29 (??/??/??)  299.59   (m)          982.9    (f) N HEIGHT    3  
 FC1936
 FC1936.Superseded values are not recommended for survey control.
 FC1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1936.See file dsdata.txt to determine how the superseded data were derived.
 FC1936
 FC1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE168426(NAD 83)
 FC1936_MARKER: Q = CHISELED SQUARE
 FC1936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FC1936_SP_SET: HEADWALL
 FC1936_MARK LOGO: NONE  
 FC1936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1936+STABILITY: SURFACE MOTION
 FC1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1936+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1987
 FC1936
 FC1936  HISTORY     - Date     Condition        Report By
 FC1936  HISTORY     - 1950     MONUMENTED       USGS
 FC1936  HISTORY     - 19870204 GOOD             TNDT
 FC1936
 FC1936                          STATION DESCRIPTION
 FC1936
 FC1936'DESCRIBED BY TN DEPT OF TRANSP 1987
 FC1936'THIS POINT IS ON LINE 1 RUN BY THE USGS IN 1950 AND RECORDED IN BOOK
 FC1936'AV 144 A. THE POINT OF ORIGIN FOR LINE 1 WAS A SECOND ORDER USCGS
 FC1936'LINE 350854, LINE 101.  THE RUN IS IN THE CARDWELL MOUNTAIN QUADRANGLE
 FC1936'AND WAS RUN BY R. H. PAYNE.  IT IS DESCRIBED AS U. E., SMYRNA, 0.8
 FC1936'MILES SOUTH OF, ALONG STATE ROUTE 56, 17 FEET NE OF CENTERLINE OF
 FC1936'HIGHWAY ON SOUTHEAST END OF NORTHEAST CONCRETE HEADWALL OF CULVERT,
 FC1936'CHISELED SQUARE.  ELEVATION 982.91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0334 ***********************************************************************
 FC0334  DESIGNATION -  987.88
 FC0334  PID         -  FC0334
 FC0334  STATE/COUNTY-  TN/POLK
 FC0334  USGS QUAD   -  MC FARLAND (1980)
 FC0334
 FC0334                         *CURRENT SURVEY CONTROL
 FC0334  ___________________________________________________________________
 FC0334* NAD 83(1986)-  35 10 28.     (N)    084 22 59.     (W)     SCALED    
 FC0334* NAVD 88     -       300.81   (+/-2cm)     986.9    (feet)  VERTCON   
 FC0334  ___________________________________________________________________
 FC0334  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FC0334
 FC0334  VERT ORDER  -  ? (See Below)
 FC0334
 FC0334.The horizontal coordinates were scaled from a topographic map and have
 FC0334.an estimated accuracy of +/- 6 seconds.
 FC0334
 FC0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0334.The vertical order pertains to the NGVD 29 superseded value.
 FC0334
 FC0334.The geoid height was determined by GEOID03.
 FC0334
 FC0334;                    North         East    Units  Estimated Accuracy
 FC0334;SPC TN       -    94,540.      747,290.      MT  (+/- 180 meters Scaled)
 FC0334
 FC0334                          SUPERSEDED SURVEY CONTROL
 FC0334
 FC0334  NGVD 29 (??/??/92)  300.855  (m)          987.06   (f) ADJ UNCH    ?  
 FC0334
 FC0334.Superseded values are not recommended for survey control.
 FC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0334.See file dsdata.txt to determine how the superseded data were derived.
 FC0334
 FC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD383955(NAD 83)
 FC0334_MARKER: Z = SEE DESCRIPTION
 FC0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0334_SP_SET: CULVERT
 FC0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0334
 FC0334  HISTORY     - Date     Condition        Report By
 FC0334  HISTORY     - UNK      MONUMENTED       USGS
 FC0334  HISTORY     - 1951     GOOD             NGS
 FC0334
 FC0334                          STATION DESCRIPTION
 FC0334
 FC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0334'0.9 MI E FROM MC FARLAND.
 FC0334'0.9 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0334'THE STATION AT MC FARLAND, POLK COUNTY, 625 FEET WEST OF MILEPOST
 FC0334'L 356, AND ON THE TOP OF THE SOUTH SIDE OF A CONCRETE ARCH
 FC0334'CULVERT OVER WOLF CREEK, 3 INCHES FROM THE EAST END.  A CHISELED
 FC0334'KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2619 ***********************************************************************
 AJ2619  DESIGNATION -  99
 AJ2619  PID         -  AJ2619
 AJ2619  STATE/COUNTY-  TN/SHELBY
 AJ2619  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2619
 AJ2619                         *CURRENT SURVEY CONTROL
 AJ2619  ___________________________________________________________________
 AJ2619* NAD 83(1995)-  35 08 33.70102(N)    089 55 42.96545(W)     ADJUSTED  
 AJ2619* NAVD 88     -        86.39   (meters)     283.4    (feet)  LEVELING  
 AJ2619  ___________________________________________________________________
 AJ2619  X           -       6,506.560 (meters)                     COMP
 AJ2619  Y           -  -5,221,374.731 (meters)                     COMP
 AJ2619  Z           -   3,650,857.417 (meters)                     COMP
 AJ2619  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2619  ELLIP HEIGHT-          59.03  (meters)          (04/26/01) GPS OBS
 AJ2619  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2619
 AJ2619  HORZ ORDER  -  FIRST
 AJ2619  VERT ORDER  -  THIRD ?
 AJ2619  ELLP ORDER  -  FOURTH    CLASS I
 AJ2619
 AJ2619.The horizontal coordinates were established by GPS observations
 AJ2619.and adjusted by the National Geodetic Survey in April 2001..
 AJ2619
 AJ2619.The orthometric height was determined by differential leveling.
 AJ2619.The vertical network tie was performed by a horz. field party for horz.
 AJ2619.obs reductions. Reset procedures were used to establish the elevation.
 AJ2619
 AJ2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2619
 AJ2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2619
 AJ2619.The ellipsoidal height was determined by GPS observations
 AJ2619.and is referenced to NAD 83.
 AJ2619
 AJ2619.The geoid height was determined by GEOID03.
 AJ2619
 AJ2619;                    North         East     Units Scale Factor Converg.
 AJ2619;SPC TN       -    96,984.330   242,077.609   MT  1.00002067   -2 17 59.9
 AJ2619;SPC TN       -   318,189.42    794,216.29   sFT  1.00002067   -2 17 59.9
 AJ2619;UTM  16      - 3,892,794.654   233,185.517   MT  1.00047745   -1 41 12.3
 AJ2619;UTM  15      - 3,893,187.243   779,828.344   MT  1.00056515   +1 46 08.7
 AJ2619
 AJ2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2619!SPC TN       -   0.99999073  x   1.00002067  =   1.00001140
 AJ2619!UTM  16      -   0.99999073  x   1.00047745  =   1.00046818
 AJ2619!UTM  15      -   0.99999073  x   1.00056515  =   1.00055588
 AJ2619
 AJ2619                          SUPERSEDED SURVEY CONTROL
 AJ2619
 AJ2619.No superseded survey control is available for this station.
 AJ2619
 AJ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3318692795(NAD 83)
 AJ2619_MARKER: DD = SURVEY DISK
 AJ2619_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2619+WITH SETTING: INFORMATION.
 AJ2619_STAMPING: 099
 AJ2619_MARK LOGO: MLGW  
 AJ2619_PROJECTION: FLUSH
 AJ2619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2619_ROD/PIPE-DEPTH:  0.8 meters
 AJ2619
 AJ2619  HISTORY     - Date     Condition        Report By
 AJ2619  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2619
 AJ2619                          STATION DESCRIPTION
 AJ2619
 AJ2619'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2619'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2619'0.80 MILES (1.29 KM) NORTH OF GALLOWAY CITY PARK.
 AJ2619'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE AND GRAHAM
 AJ2619'STREET, PROCEED SOUTH ON GRAHAM STREET FOR APPROXIMATELY 0.40 MILES
 AJ2619'(0.64 KM) TO RR TRACKS.  THE STATION IS ON THE RIGHT.
 AJ2619'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2619'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2619'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 88.00 FEET (26.82 M)
 AJ2619'WEST OF THE WEST CURBLINE OF GRAHAM STREET, 38.70 FEET (11.80 M) NORTH
 AJ2619'OF THE NORTH CURBLINE FOR A DRIVE TO APARTMENT COMPLEX, 12.00 FEET
 AJ2619'(3.66 M) SOUTH OF THE CENTERLINE OF RR TRACK.  THE CAP AND CONCRETE
 AJ2619'ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0170 ***********************************************************************
 FC0170  DESIGNATION -  999
 FC0170  PID         -  FC0170
 FC0170  STATE/COUNTY-  TN/MONROE
 FC0170  USGS QUAD   -  MADISONVILLE (1984)
 FC0170
 FC0170                         *CURRENT SURVEY CONTROL
 FC0170  ___________________________________________________________________
 FC0170* NAD 83(1986)-  35 31 12.     (N)    084 21 49.     (W)     SCALED    
 FC0170* NAVD 88     -       303.986  (meters)     997.33   (feet)  ADJUSTED  
 FC0170  ___________________________________________________________________
 FC0170  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0170  DYNAMIC HT  -         303.693 (meters)     996.37  (feet)  COMP
 FC0170  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC0170
 FC0170  VERT ORDER  -  SECOND    CLASS 0
 FC0170
 FC0170.The horizontal coordinates were scaled from a topographic map and have
 FC0170.an estimated accuracy of +/- 6 seconds.
 FC0170
 FC0170.The orthometric height was determined by differential leveling
 FC0170.and adjusted by the National Geodetic Survey in June 1991..
 FC0170
 FC0170.The geoid height was determined by GEOID03.
 FC0170
 FC0170.The dynamic height is computed by dividing the NAVD 88
 FC0170.geopotential number by the normal gravity value computed on the
 FC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0170.degrees latitude (g = 980.6199 gals.).
 FC0170
 FC0170.The modeled gravity was interpolated from observed gravity values.
 FC0170
 FC0170;                    North         East    Units  Estimated Accuracy
 FC0170;SPC TN       -   132,900.      748,420.      MT  (+/- 180 meters Scaled)
 FC0170
 FC0170                          SUPERSEDED SURVEY CONTROL
 FC0170
 FC0170  NGVD 29 (??/??/92)  304.071  (m)          997.61   (f) ADJ UNCH    2 0
 FC0170
 FC0170.Superseded values are not recommended for survey control.
 FC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0170.See file dsdata.txt to determine how the superseded data were derived.
 FC0170
 FC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE390339(NAD 83)
 FC0170_MARKER: DD = SURVEY DISK
 FC0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0170_SP_SET: STEPS
 FC0170_STAMPING: WTR 1933 15 999
 FC0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0170
 FC0170  HISTORY     - Date     Condition        Report By
 FC0170  HISTORY     - 1933     MONUMENTED       USGS
 FC0170  HISTORY     - 1935     GOOD             NGS
 FC0170  HISTORY     - 1949     GOOD             NGS
 FC0170
 FC0170                          STATION DESCRIPTION
 FC0170
 FC0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0170'AT MADISONVILLE.
 FC0170'AT MADISONVILLE, MONROE COUNTY, AT THE WEST ENTRANCE TO THE
 FC0170'COUNTY COURTHOUSE, AND IN THE TOP OF THE SOUTH END OF THE FIRST
 FC0170'STONE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC0170'STAMPED W T R 1933 15 999 AND PAINTED 998.6.
 FC0170
 FC0170                          STATION RECOVERY (1949)
 FC0170
 FC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FC0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1524 ***********************************************************************
 GC1524  DESIGNATION -  A
 GC1524  PID         -  GC1524
 GC1524  STATE/COUNTY-  TN/CHEATHAM
 GC1524  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1524
 GC1524                         *CURRENT SURVEY CONTROL
 GC1524  ___________________________________________________________________
 GC1524* NAD 83(1986)-  36 25 28.     (N)    087 04 07.     (W)     SCALED    
 GC1524* NAVD 88     -       215.178  (meters)     705.96   (feet)  ADJUSTED  
 GC1524  ___________________________________________________________________
 GC1524  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1524  DYNAMIC HT  -         214.998 (meters)     705.37  (feet)  COMP
 GC1524  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 GC1524
 GC1524  VERT ORDER  -  SECOND    CLASS 0
 GC1524
 GC1524.The horizontal coordinates were scaled from a topographic map and have
 GC1524.an estimated accuracy of +/- 6 seconds.
 GC1524
 GC1524.The orthometric height was determined by differential leveling
 GC1524.and adjusted by the National Geodetic Survey in June 1991..
 GC1524
 GC1524.The geoid height was determined by GEOID03.
 GC1524
 GC1524.The dynamic height is computed by dividing the NAVD 88
 GC1524.geopotential number by the normal gravity value computed on the
 GC1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1524.degrees latitude (g = 980.6199 gals.).
 GC1524
 GC1524.The modeled gravity was interpolated from observed gravity values.
 GC1524
 GC1524;                    North         East    Units  Estimated Accuracy
 GC1524;SPC TN       -   232,540.      504,170.      MT  (+/- 180 meters Scaled)
 GC1524
 GC1524                          SUPERSEDED SURVEY CONTROL
 GC1524
 GC1524  NGVD 29 (??/??/92)  215.237  (m)          706.16   (f) ADJ UNCH    2 0
 GC1524
 GC1524.Superseded values are not recommended for survey control.
 GC1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1524.See file dsdata.txt to determine how the superseded data were derived.
 GC1524
 GC1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF938310(NAD 83)
 GC1524_MARKER: Q = CHISELED SQUARE
 GC1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1524_SP_SET: TOP OF CONCRETE PIPE CULVERT
 GC1524_MARK LOGO: TNGS  
 GC1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1524+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1987
 GC1524
 GC1524  HISTORY     - Date     Condition        Report By
 GC1524  HISTORY     - 1965     MONUMENTED       TNHD
 GC1524  HISTORY     - 1971     GOOD             NGS
 GC1524  HISTORY     - 19870615 GOOD             LOCENG
 GC1524
 GC1524                          STATION DESCRIPTION
 GC1524
 GC1524'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1524'2.6 MI NW FROM PLEASANT VIEW.
 GC1524'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1524'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 2.6 MILES
 GC1524'TO THE MARK ON THE LEFT, 29 FEET SOUTHWEST OF THE APPROXIMATE
 GC1524'CENTER OF U.S. HIGHWAY 41A AND 14 FEET NORTHEAST OF A BARBED WIRE
 GC1524'FENCE.  THE MARK IS A SQUARE, CHISELED IN THE TOP OF THE SOUTH
 GC1524'END OF A 2-FOOT CONCRETE PIPE CULVERT.  THE LETTERS TGS ARE CARVED
 GC1524'IN THE SOUTH FACE OF THE CULVERT.  (ROD WAS HELD ON HIGH POINT IN
 GC1524'CENTER OF CHISELED SQUARE).
 GC1524
 GC1524                          STATION RECOVERY (1971)
 GC1524
 GC1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1524'RECOVERED IN GOOD CONDITION.
 GC1524
 GC1524                          STATION RECOVERY (1987)
 GC1524
 GC1524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0756 ***********************************************************************
 FC0756  DESIGNATION -  A
 FC0756  PID         -  FC0756
 FC0756  STATE/COUNTY-  TN/MEIGS
 FC0756  USGS QUAD   -  DECATUR (1973)
 FC0756
 FC0756                         *CURRENT SURVEY CONTROL
 FC0756  ___________________________________________________________________
 FC0756* NAD 83(1986)-  35 37 28.     (N)    084 46 24.     (W)     SCALED    
 FC0756* NAVD 88     -       231.757  (meters)     760.36   (feet)  ADJUSTED  
 FC0756  ___________________________________________________________________
 FC0756  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0756  DYNAMIC HT  -         231.537 (meters)     759.63  (feet)  COMP
 FC0756  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 FC0756
 FC0756  VERT ORDER  -  FIRST     CLASS II
 FC0756
 FC0756.The horizontal coordinates were scaled from a topographic map and have
 FC0756.an estimated accuracy of +/- 6 seconds.
 FC0756
 FC0756.The orthometric height was determined by differential leveling
 FC0756.and adjusted by the National Geodetic Survey in June 1991..
 FC0756
 FC0756.The geoid height was determined by GEOID03.
 FC0756
 FC0756.The dynamic height is computed by dividing the NAVD 88
 FC0756.geopotential number by the normal gravity value computed on the
 FC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0756.degrees latitude (g = 980.6199 gals.).
 FC0756
 FC0756.The modeled gravity was interpolated from observed gravity values.
 FC0756
 FC0756;                    North         East    Units  Estimated Accuracy
 FC0756;SPC TN       -   143,940.      711,120.      MT  (+/- 180 meters Scaled)
 FC0756
 FC0756                          SUPERSEDED SURVEY CONTROL
 FC0756
 FC0756  NGVD 29 (??/??/92)  231.838  (m)          760.62   (f) ADJ UNCH    1 2
 FC0756
 FC0756.Superseded values are not recommended for survey control.
 FC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0756.See file dsdata.txt to determine how the superseded data were derived.
 FC0756
 FC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE016445(NAD 83)
 FC0756_MARKER: DD = SURVEY DISK
 FC0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0756_STAMPING: A
 FC0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0756+STABILITY: SURFACE MOTION
 FC0756
 FC0756  HISTORY     - Date     Condition        Report By
 FC0756  HISTORY     - UNK      MONUMENTED       TVA
 FC0756  HISTORY     - 1950     GOOD             NGS
 FC0756
 FC0756                          STATION DESCRIPTION
 FC0756
 FC0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0756'1.2 MI W FROM PEAKLAND.
 FC0756'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0756'PEAKLAND, THENCE ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD
 FC0756'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.35 MILE
 FC0756'NORTHEAST OF THE EAST END OF THE DAM, ABOUT 0.2 MILE EAST OF A
 FC0756'PARKING AREA, 183 FEET NORTH OF THE CENTER LINE OF THE BLACK
 FC0756'TOP ROAD, IN A THICKLY WOODED AREA, ABOUT 28 YARDS NORTHEAST OF
 FC0756'THE SOUTHWEST EDGE OF THE WOODS, 141 FEET NORTH-NORTHEAST OF
 FC0756'TELEPHONE POLE NO. 194, 1 1/2 FEET NORTHEAST OF A T.V.A. STEEL
 FC0756'WITNESS POST AND SET IN THE TOP OF A CONCRETE PRECAST POST
 FC0756'SURROUNDED BY A POURED CONCRETE SLAB ABOUT 2 1/2 FEET IN DIAMETER
 FC0756'ABOUT FLUSH WITH THE GROUND.  NOTE-- AN ARROW IS CARVED ON DISK
 FC0756'POINTING NORTHWEST TO A CROSS ON NORTHWEST SIDE OF DISK.  LEVEL
 FC0756'POINT IS RAISED PORTION OF DISK IN CENTER OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0849 ***********************************************************************
 FD0849  DESIGNATION -  A 10
 FD0849  PID         -  FD0849
 FD0849  STATE/COUNTY-  TN/LAWRENCE
 FD0849  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0849
 FD0849                         *CURRENT SURVEY CONTROL
 FD0849  ___________________________________________________________________
 FD0849* NAD 83(1986)-  35 11 43.     (N)    087 20 27.     (W)     SCALED    
 FD0849* NAVD 88     -       295.036  (meters)     967.96   (feet)  ADJUSTED  
 FD0849  ___________________________________________________________________
 FD0849  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0849  DYNAMIC HT  -         294.754 (meters)     967.04  (feet)  COMP
 FD0849  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 FD0849
 FD0849  VERT ORDER  -  FIRST     CLASS II
 FD0849
 FD0849.The horizontal coordinates were scaled from a topographic map and have
 FD0849.an estimated accuracy of +/- 6 seconds.
 FD0849
 FD0849.The orthometric height was determined by differential leveling
 FD0849.and adjusted by the National Geodetic Survey in June 1991..
 FD0849
 FD0849.The geoid height was determined by GEOID03.
 FD0849
 FD0849.The dynamic height is computed by dividing the NAVD 88
 FD0849.geopotential number by the normal gravity value computed on the
 FD0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0849.degrees latitude (g = 980.6199 gals.).
 FD0849
 FD0849.The modeled gravity was interpolated from observed gravity values.
 FD0849
 FD0849;                    North         East    Units  Estimated Accuracy
 FD0849;SPC TN       -    96,470.      477,890.      MT  (+/- 180 meters Scaled)
 FD0849
 FD0849                          SUPERSEDED SURVEY CONTROL
 FD0849
 FD0849  NGVD 29 (??/??/92)  294.992  (m)          967.82   (f) ADJ UNCH    1 2
 FD0849
 FD0849.Superseded values are not recommended for survey control.
 FD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0849.See file dsdata.txt to determine how the superseded data were derived.
 FD0849
 FD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD689947(NAD 83)
 FD0849_MARKER: DB = BENCH MARK DISK
 FD0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0849_STAMPING: A 10 1931
 FD0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0849+STABILITY: SURFACE MOTION
 FD0849
 FD0849  HISTORY     - Date     Condition        Report By
 FD0849  HISTORY     - 1931     MONUMENTED       CGS
 FD0849  HISTORY     - 1962     GOOD             NGS
 FD0849  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0849  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0849
 FD0849                          STATION DESCRIPTION
 FD0849
 FD0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0849'AT DUNN.
 FD0849'AT DUNN, LAWRENCE COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FD0849'27-1/2 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 6, FOUR RAILS
 FD0849'SOUTH OF A SECTION TOOL HOUSE, 44 FEET WEST OF THE WEST RAIL OF THE
 FD0849'MAIN TRACK, AND 2 FEET SOUTH OF A STEEL POST, AND SET IN THE TOP
 FD0849'OF A CONCRETE POST.
 FD0849
 FD0849                          STATION RECOVERY (1973)
 FD0849
 FD0849'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0849'MARK NOT FOUND.
 FD0849
 FD0849                          STATION RECOVERY (1983)
 FD0849
 FD0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0849'NOT RECOVERED, POSSIBLY COVERED OVER WITH HEAVY UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0885 ***********************************************************************
 GA0885  DESIGNATION -  A 100
 GA0885  PID         -  GA0885
 GA0885  STATE/COUNTY-  TN/GREENE
 GA0885  USGS QUAD   -  BAILEYTON (1971)
 GA0885
 GA0885                         *CURRENT SURVEY CONTROL
 GA0885  ___________________________________________________________________
 GA0885* NAD 83(1986)-  36 17 21.     (N)    082 48 07.     (W)     SCALED    
 GA0885* NAVD 88     -       430.234  (meters)    1411.53   (feet)  ADJUSTED  
 GA0885  ___________________________________________________________________
 GA0885  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0885  DYNAMIC HT  -         429.834 (meters)    1410.21  (feet)  COMP
 GA0885  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0885
 GA0885  VERT ORDER  -  SECOND    CLASS 0
 GA0885
 GA0885.The horizontal coordinates were scaled from a topographic map and have
 GA0885.an estimated accuracy of +/- 6 seconds.
 GA0885
 GA0885.The orthometric height was determined by differential leveling
 GA0885.and adjusted by the National Geodetic Survey in June 1991..
 GA0885
 GA0885.The geoid height was determined by GEOID03.
 GA0885
 GA0885.The dynamic height is computed by dividing the NAVD 88
 GA0885.geopotential number by the normal gravity value computed on the
 GA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0885.degrees latitude (g = 980.6199 gals.).
 GA0885
 GA0885.The modeled gravity was interpolated from observed gravity values.
 GA0885
 GA0885;                    North         East    Units  Estimated Accuracy
 GA0885;SPC TN       -   221,690.      887,240.      MT  (+/- 180 meters Scaled)
 GA0885
 GA0885                          SUPERSEDED SURVEY CONTROL
 GA0885
 GA0885  NGVD 29 (??/??/92)  430.372  (m)         1411.98   (f) ADJ UNCH    2 0
 GA0885
 GA0885.Superseded values are not recommended for survey control.
 GA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0885.See file dsdata.txt to determine how the superseded data were derived.
 GA0885
 GA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA381175(NAD 83)
 GA0885_MARKER: DB = BENCH MARK DISK
 GA0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0885_STAMPING: A 100 1935
 GA0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0885+STABILITY: SURFACE MOTION
 GA0885
 GA0885  HISTORY     - Date     Condition        Report By
 GA0885  HISTORY     - 1935     MONUMENTED       CGS
 GA0885  HISTORY     - 1955     GOOD             TVA
 GA0885
 GA0885                          STATION DESCRIPTION
 GA0885
 GA0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0885'1.2 MI SW FROM LOCUST SPRING.
 GA0885'1.2 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF THE
 GA0885'NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE JUNCTION
 GA0885'OF A PRIVATE ROAD, 33 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GA0885'17 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD, 8 FEET WEST
 GA0885'OF A 12-INCH CEDAR TREE, LEVEL WITH THE ROAD, 66.2 FEET WEST OF
 GA0885'NAIL IN BOTTLE CAP IN POWER POLE 164, 38 FEET SOUTHWEST OF THE
 GA0885'CENTERLINE OF JUNCTION OF HIGHWAY AND ROAD NORTHWEST, 1.2 FEET
 GA0885'NORTH NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0885'A 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0885
 GA0885                          STATION RECOVERY (1955)
 GA0885
 GA0885'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0471 ***********************************************************************
 GA0471  DESIGNATION -  A 101
 GA0471  PID         -  GA0471
 GA0471  STATE/COUNTY-  TN/WASHINGTON
 GA0471  USGS QUAD   -  JOHNSON CITY (1968)
 GA0471
 GA0471                         *CURRENT SURVEY CONTROL
 GA0471  ___________________________________________________________________
 GA0471* NAD 83(1986)-  36 22 06.     (N)    082 18 30.     (W)     SCALED    
 GA0471* NAVD 88     -       443.581  (meters)    1455.32   (feet)  ADJUSTED  
 GA0471  ___________________________________________________________________
 GA0471  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0471  DYNAMIC HT  -         443.164 (meters)    1453.95  (feet)  COMP
 GA0471  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 GA0471
 GA0471  VERT ORDER  -  SECOND    CLASS 0
 GA0471
 GA0471.The horizontal coordinates were scaled from a topographic map and have
 GA0471.an estimated accuracy of +/- 6 seconds.
 GA0471
 GA0471.The orthometric height was determined by differential leveling
 GA0471.and adjusted by the National Geodetic Survey in June 1991..
 GA0471
 GA0471.The geoid height was determined by GEOID03.
 GA0471
 GA0471.The dynamic height is computed by dividing the NAVD 88
 GA0471.geopotential number by the normal gravity value computed on the
 GA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0471.degrees latitude (g = 980.6199 gals.).
 GA0471
 GA0471.The modeled gravity was interpolated from observed gravity values.
 GA0471
 GA0471;                    North         East    Units  Estimated Accuracy
 GA0471;SPC TN       -   232,030.      931,220.      MT  (+/- 180 meters Scaled)
 GA0471
 GA0471                          SUPERSEDED SURVEY CONTROL
 GA0471
 GA0471  NGVD 29 (??/??/92)  443.726  (m)         1455.79   (f) ADJ UNCH    2 0
 GA0471
 GA0471.Superseded values are not recommended for survey control.
 GA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0471.See file dsdata.txt to determine how the superseded data were derived.
 GA0471
 GA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA826255(NAD 83)
 GA0471_MARKER: DB = BENCH MARK DISK
 GA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0471_STAMPING: A 101 1935
 GA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0471+STABILITY: SURFACE MOTION
 GA0471
 GA0471  HISTORY     - Date     Condition        Report By
 GA0471  HISTORY     - 1935     MONUMENTED       CGS
 GA0471
 GA0471                          STATION DESCRIPTION
 GA0471
 GA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0471'0.8 MI SW FROM WATAUGA.
 GA0471'IN WASHINGTON COUNTY, 0.8 MILE SOUTHWEST ALONG THE JOHNSON CITY
 GA0471'ROAD FROM THE SOUTHERN RAILWAY STATION AT WATAUGA, CARTER COUNTY,
 GA0471'40 YARDS EAST OF THE VAN HOY RESIDENCE, AT A ROAD INTERSECTION,
 GA0471'38 FEET WEST OF THE CENTERLINE OF THE JOHNSON CITY ROAD, 18 FEET
 GA0471'SOUTH OF THE CENTERLINE OF THE CROSSROAD, AND 3 FEET LOWER THAN
 GA0471'THE ROAD.  A STANDARD DISK, STAMPED A 101 1935 AND SET IN THE TOP
 GA0471'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0254 ***********************************************************************
 GA0254  DESIGNATION -  A 102
 GA0254  PID         -  GA0254
 GA0254  STATE/COUNTY-  TN/SULLIVAN
 GA0254  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0254
 GA0254                         *CURRENT SURVEY CONTROL
 GA0254  ___________________________________________________________________
 GA0254* NAD 83(1986)-  36 34 38.     (N)    082 24 58.     (W)     SCALED    
 GA0254* NAVD 88     -       425.544  (meters)    1396.14   (feet)  POSTED    
 GA0254  ___________________________________________________________________
 GA0254  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0254  DYNAMIC HT  -         425.150 (meters)    1394.85  (feet)  COMP
 GA0254  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA0254
 GA0254  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0254
 GA0254.The horizontal coordinates were scaled from a topographic map and have
 GA0254.an estimated accuracy of +/- 6 seconds.
 GA0254
 GA0254.The orthometric height was determined by differential leveling
 GA0254.and adjusted by the National Geodetic Survey in 1992..
 GA0254.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0254.rate of 4.1 thru 8.0 mm/km.
 GA0254
 GA0254.The geoid height was determined by GEOID03.
 GA0254
 GA0254.The dynamic height is computed by dividing the NAVD 88
 GA0254.geopotential number by the normal gravity value computed on the
 GA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0254.degrees latitude (g = 980.6199 gals.).
 GA0254
 GA0254.The modeled gravity was interpolated from observed gravity values.
 GA0254
 GA0254;                    North         East    Units  Estimated Accuracy
 GA0254;SPC TN       -   254,840.      920,700.      MT  (+/- 180 meters Scaled)
 GA0254
 GA0254                          SUPERSEDED SURVEY CONTROL
 GA0254
 GA0254  NGVD 29 (??/??/92)  425.683  (m)         1396.60   (f) ADJ UNCH    2 0
 GA0254
 GA0254.Superseded values are not recommended for survey control.
 GA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0254.See file dsdata.txt to determine how the superseded data were derived.
 GA0254
 GA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA733489(NAD 83)
 GA0254_MARKER: DB = BENCH MARK DISK
 GA0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0254_STAMPING: A 102 1935
 GA0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0254+STABILITY: SURFACE MOTION
 GA0254
 GA0254  HISTORY     - Date     Condition        Report By
 GA0254  HISTORY     - 1935     MONUMENTED       CGS
 GA0254  HISTORY     - 1959     GOOD             TVA
 GA0254
 GA0254                          STATION DESCRIPTION
 GA0254
 GA0254'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0254'1.9 MI W FROM SILVICOLA.
 GA0254'1.9 MILES WEST ALONG THE MILL POINT-BLOOMINGDALE ROAD FROM THE
 GA0254'POST OFFICE AT SILVICOLA, SULLIVAN COUNTY, 0.3 MILE WEST OF A
 GA0254'CHURCH, AT A POLE GUYED TO A DEAD TREE, 25.3 FEET SOUTH OF
 GA0254'THE CENTERLINE OF THE ROAD, 5.3 FEET NORTH OF A FENCE LINE,
 GA0254'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 102 1935
 GA0254'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1247 ***********************************************************************
 FZ1247  DESIGNATION -  A 103
 FZ1247  PID         -  FZ1247
 FZ1247  STATE/COUNTY-  TN/JOHNSON
 FZ1247  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1247
 FZ1247                         *CURRENT SURVEY CONTROL
 FZ1247  ___________________________________________________________________
 FZ1247* NAD 83(1986)-  36 30 12.     (N)    081 54 06.     (W)     SCALED    
 FZ1247* NAVD 88     -      1027.948  (meters)    3372.53   (feet)  ADJUSTED  
 FZ1247  ___________________________________________________________________
 FZ1247  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1247  DYNAMIC HT  -        1026.943 (meters)    3369.23  (feet)  COMP
 FZ1247  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FZ1247
 FZ1247  VERT ORDER  -  SECOND    CLASS 0
 FZ1247
 FZ1247.The horizontal coordinates were scaled from a topographic map and have
 FZ1247.an estimated accuracy of +/- 6 seconds.
 FZ1247
 FZ1247.The orthometric height was determined by differential leveling
 FZ1247.and adjusted by the National Geodetic Survey in June 1991..
 FZ1247
 FZ1247.The geoid height was determined by GEOID03.
 FZ1247
 FZ1247.The dynamic height is computed by dividing the NAVD 88
 FZ1247.geopotential number by the normal gravity value computed on the
 FZ1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1247.degrees latitude (g = 980.6199 gals.).
 FZ1247
 FZ1247.The modeled gravity was interpolated from observed gravity values.
 FZ1247
 FZ1247;                    North         East    Units  Estimated Accuracy
 FZ1247;SPC TN       -   248,450.      967,060.      MT  (+/- 180 meters Scaled)
 FZ1247
 FZ1247                          SUPERSEDED SURVEY CONTROL
 FZ1247
 FZ1247  NGVD 29 (??/??/92) 1028.032  (m)         3372.80   (f) ADJ UNCH    2 0
 FZ1247
 FZ1247.Superseded values are not recommended for survey control.
 FZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1247.See file dsdata.txt to determine how the superseded data were derived.
 FZ1247
 FZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA192401(NAD 83)
 FZ1247_MARKER: DB = BENCH MARK DISK
 FZ1247_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1247_SP_SET: LIMESTONE OUTCROP
 FZ1247_STAMPING: A 103 1935
 FZ1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1247+STABILITY: POSITION/ELEVATION WELL
 FZ1247
 FZ1247  HISTORY     - Date     Condition        Report By
 FZ1247  HISTORY     - 1935     MONUMENTED       CGS
 FZ1247
 FZ1247                          STATION DESCRIPTION
 FZ1247
 FZ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1247'2.1 MI SE FROM SHADY VALLEY.
 FZ1247'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1247'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 35 YARDS
 FZ1247'NORTHEAST OF A CREEK, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FZ1247'HIGHWAY, AT THE EDGE OF A WOODS, 28.8 FEET FROM AN 18-INCH BEECH
 FZ1247'TREE, 13.5 FEET FROM AN 18-INCH CHESTNUT TREE, IN THE TOP OF A
 FZ1247'LIMESTONE OUTCROP, AND 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 FZ1247'DISK, STAMPED A 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1248 ***********************************************************************
 FZ1248  DESIGNATION -  A 103 X
 FZ1248  PID         -  FZ1248
 FZ1248  STATE/COUNTY-  TN/JOHNSON
 FZ1248  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1248
 FZ1248                         *CURRENT SURVEY CONTROL
 FZ1248  ___________________________________________________________________
 FZ1248* NAD 83(1986)-  36 30 33.     (N)    081 54 36.     (W)     SCALED    
 FZ1248* NAVD 88     -       943.217  (meters)    3094.54   (feet)  ADJUSTED  
 FZ1248  ___________________________________________________________________
 FZ1248  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1248  DYNAMIC HT  -         942.293 (meters)    3091.51  (feet)  COMP
 FZ1248  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 FZ1248
 FZ1248  VERT ORDER  -  SECOND    CLASS 0
 FZ1248
 FZ1248.The horizontal coordinates were scaled from a topographic map and have
 FZ1248.an estimated accuracy of +/- 6 seconds.
 FZ1248
 FZ1248.The orthometric height was determined by differential leveling
 FZ1248.and adjusted by the National Geodetic Survey in June 1991..
 FZ1248
 FZ1248.The geoid height was determined by GEOID03.
 FZ1248
 FZ1248.The dynamic height is computed by dividing the NAVD 88
 FZ1248.geopotential number by the normal gravity value computed on the
 FZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1248.degrees latitude (g = 980.6199 gals.).
 FZ1248
 FZ1248.The modeled gravity was interpolated from observed gravity values.
 FZ1248
 FZ1248;                    North         East    Units  Estimated Accuracy
 FZ1248;SPC TN       -   249,070.      966,280.      MT  (+/- 180 meters Scaled)
 FZ1248
 FZ1248                          SUPERSEDED SURVEY CONTROL
 FZ1248
 FZ1248  NGVD 29 (??/??/92)  943.298  (m)         3094.80   (f) ADJ UNCH    2 0
 FZ1248
 FZ1248.Superseded values are not recommended for survey control.
 FZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1248.See file dsdata.txt to determine how the superseded data were derived.
 FZ1248
 FZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA185408(NAD 83)
 FZ1248_MARKER: DB = BENCH MARK DISK
 FZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1248_STAMPING: A 103 X 1935
 FZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1248+STABILITY: SURFACE MOTION
 FZ1248
 FZ1248  HISTORY     - Date     Condition        Report By
 FZ1248  HISTORY     - 1935     MONUMENTED       CGS
 FZ1248
 FZ1248                          STATION DESCRIPTION
 FZ1248
 FZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1248'1.7 MI SE FROM SHADY VALLEY.
 FZ1248'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1248'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, ON THE
 FZ1248'OUTSIDE OF THE LOWER HAIRPIN CURVE, ON THE HAM MILLER PROPERTY,
 FZ1248'300 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE, 225 FEET EAST OF A
 FZ1248'SMALL SHACK, 225 FEET NORTHEAST OF ANOTHER ONE-STORY FARMHOUSE,
 FZ1248'100 FEET NORTHWEST OF A BRIDGE OVER A SMALL CREEK IN THE FARMYARD,
 FZ1248'50 FEET SOUTHWEST OF ANOTHER ONE-STORY FARMHOUSE, ON THE SOUTHEAST
 FZ1248'SIDE OF THE HIGHWAY, BETWEEN THE HIGHWAY AND THE FENCE, AND
 FZ1248'BETWEEN THE FARMYARD GATE AND THE SOUTHEAST CORNER OF THE LAWN
 FZ1248'FENCE.  A STANDARD DISK, STAMPED A 103 X 1935 AND SET IN THE
 FZ1248'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0440 ***********************************************************************
 GA0440  DESIGNATION -  A 104
 GA0440  PID         -  GA0440
 GA0440  STATE/COUNTY-  TN/CARTER
 GA0440  USGS QUAD   -  WATAUGA DAM (1960)
 GA0440
 GA0440                         *CURRENT SURVEY CONTROL
 GA0440  ___________________________________________________________________
 GA0440* NAD 83(1986)-  36 19 54.     (N)    082 03 14.     (W)     SCALED    
 GA0440* NAVD 88     -       548.641  (meters)    1800.00   (feet)  ADJUSTED  
 GA0440  ___________________________________________________________________
 GA0440  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0440  DYNAMIC HT  -         548.086 (meters)    1798.18  (feet)  COMP
 GA0440  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 GA0440
 GA0440  VERT ORDER  -  SECOND    CLASS 0
 GA0440
 GA0440.The horizontal coordinates were scaled from a topographic map and have
 GA0440.an estimated accuracy of +/- 6 seconds.
 GA0440
 GA0440.The orthometric height was determined by differential leveling
 GA0440.and adjusted by the National Geodetic Survey in June 1991..
 GA0440
 GA0440.The geoid height was determined by GEOID03.
 GA0440
 GA0440.The dynamic height is computed by dividing the NAVD 88
 GA0440.geopotential number by the normal gravity value computed on the
 GA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0440.degrees latitude (g = 980.6199 gals.).
 GA0440
 GA0440.The modeled gravity was interpolated from observed gravity values.
 GA0440
 GA0440;                    North         East    Units  Estimated Accuracy
 GA0440;SPC TN       -   228,860.      954,200.      MT  (+/- 180 meters Scaled)
 GA0440
 GA0440                          SUPERSEDED SURVEY CONTROL
 GA0440
 GA0440  NGVD 29 (??/??/92)  548.745  (m)         1800.34   (f) ADJ UNCH    2 0
 GA0440
 GA0440.Superseded values are not recommended for survey control.
 GA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0440.See file dsdata.txt to determine how the superseded data were derived.
 GA0440
 GA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA054212(NAD 83)
 GA0440_MARKER: DB = BENCH MARK DISK
 GA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0440_STAMPING: A 104 1935
 GA0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0440+STABILITY: SURFACE MOTION
 GA0440
 GA0440  HISTORY     - Date     Condition        Report By
 GA0440  HISTORY     - 1935     MONUMENTED       CGS
 GA0440
 GA0440                          STATION DESCRIPTION
 GA0440
 GA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0440'1.4 MI E FROM FISH SPRINGS.
 GA0440'1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0440'FISH SPRINGS, CARTER COUNTY, 0.3 MILE EAST OF THE CROSSING OF
 GA0440'STATE HIGHWAY 67, 0.1 MILE WEST OF THE POINT WHERE A COUNTY ROAD
 GA0440'TURNS SOUTH AWAY FROM THE TRACK, 700 FEET EAST OF MILEPOST
 GA0440'107, AT A DIRT-ROAD CROSSING, 21 FEET SOUTH OF THE SOUTH RAIL,
 GA0440'15 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 27 FEET NORTH
 GA0440'OF THE CENTERLINE OF THE COUNTY ROAD PARALLELING THE TRACK,
 GA0440'AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GA0440'A 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0821 ***********************************************************************
 GA0821  DESIGNATION -  A 106
 GA0821  PID         -  GA0821
 GA0821  STATE/COUNTY-  TN/GREENE
 GA0821  USGS QUAD   -  BAILEYTON (1971)
 GA0821
 GA0821                         *CURRENT SURVEY CONTROL
 GA0821  ___________________________________________________________________
 GA0821* NAD 83(1986)-  36 15 54.     (N)    082 45 07.     (W)     SCALED    
 GA0821* NAVD 88     -       490.856  (meters)    1610.42   (feet)  ADJUSTED  
 GA0821  ___________________________________________________________________
 GA0821  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0821  DYNAMIC HT  -         490.393 (meters)    1608.90  (feet)  COMP
 GA0821  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 GA0821
 GA0821  VERT ORDER  -  SECOND    CLASS 0
 GA0821
 GA0821.The horizontal coordinates were scaled from a topographic map and have
 GA0821.an estimated accuracy of +/- 6 seconds.
 GA0821
 GA0821.The orthometric height was determined by differential leveling
 GA0821.and adjusted by the National Geodetic Survey in June 1991..
 GA0821
 GA0821.The geoid height was determined by GEOID03.
 GA0821
 GA0821.The dynamic height is computed by dividing the NAVD 88
 GA0821.geopotential number by the normal gravity value computed on the
 GA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0821.degrees latitude (g = 980.6199 gals.).
 GA0821
 GA0821.The modeled gravity was interpolated from observed gravity values.
 GA0821
 GA0821;                    North         East    Units  Estimated Accuracy
 GA0821;SPC TN       -   219,160.      891,810.      MT  (+/- 180 meters Scaled)
 GA0821
 GA0821                          SUPERSEDED SURVEY CONTROL
 GA0821
 GA0821  NGVD 29 (??/??/92)  490.991  (m)         1610.86   (f) ADJ UNCH    2 0
 GA0821
 GA0821.Superseded values are not recommended for survey control.
 GA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0821.See file dsdata.txt to determine how the superseded data were derived.
 GA0821
 GA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA426147(NAD 83)
 GA0821_MARKER: DB = BENCH MARK DISK
 GA0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0821_STAMPING: A 106 1935
 GA0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0821+STABILITY: SURFACE MOTION
 GA0821
 GA0821  HISTORY     - Date     Condition        Report By
 GA0821  HISTORY     - 1935     MONUMENTED       CGS
 GA0821  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0821
 GA0821                          STATION DESCRIPTION
 GA0821
 GA0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0821'8.7 MI NE FROM GREENEVILLE.
 GA0821'8.7 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0821'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 0.7 MILE SOUTHWEST
 GA0821'OF NEWMANSVILLE, AT THE G.A. WALKER PROPERTY, 9 YARDS NORTHWEST
 GA0821'OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET NORTHEAST OF A
 GA0821'RIGHT OF WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0821'DISK, STAMPED A 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0979 ***********************************************************************
 GA0979  DESIGNATION -  A 108
 GA0979  PID         -  GA0979
 GA0979  STATE/COUNTY-  TN/GREENE
 GA0979  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0979
 GA0979                         *CURRENT SURVEY CONTROL
 GA0979  ___________________________________________________________________
 GA0979* NAD 83(1986)-  36 16 42.     (N)    082 40 44.     (W)     SCALED    
 GA0979* NAVD 88     -       510.144  (meters)    1673.70   (feet)  ADJUSTED  
 GA0979  ___________________________________________________________________
 GA0979  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0979  DYNAMIC HT  -         509.658 (meters)    1672.10  (feet)  COMP
 GA0979  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 GA0979
 GA0979  VERT ORDER  -  SECOND    CLASS 0
 GA0979
 GA0979.The horizontal coordinates were scaled from a topographic map and have
 GA0979.an estimated accuracy of +/- 6 seconds.
 GA0979
 GA0979.The orthometric height was determined by differential leveling
 GA0979.and adjusted by the National Geodetic Survey in June 1991..
 GA0979
 GA0979.The geoid height was determined by GEOID03.
 GA0979
 GA0979.The dynamic height is computed by dividing the NAVD 88
 GA0979.geopotential number by the normal gravity value computed on the
 GA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0979.degrees latitude (g = 980.6199 gals.).
 GA0979
 GA0979.The modeled gravity was interpolated from observed gravity values.
 GA0979
 GA0979;                    North         East    Units  Estimated Accuracy
 GA0979;SPC TN       -   220,860.      898,320.      MT  (+/- 180 meters Scaled)
 GA0979
 GA0979                          SUPERSEDED SURVEY CONTROL
 GA0979
 GA0979  NGVD 29 (??/??/92)  510.283  (m)         1674.15   (f) ADJ UNCH    2 0
 GA0979
 GA0979.Superseded values are not recommended for survey control.
 GA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0979.See file dsdata.txt to determine how the superseded data were derived.
 GA0979
 GA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA492161(NAD 83)
 GA0979_MARKER: DB = BENCH MARK DISK
 GA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0979_STAMPING: A 108 1935
 GA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0979+STABILITY: SURFACE MOTION
 GA0979
 GA0979  HISTORY     - Date     Condition        Report By
 GA0979  HISTORY     - 1935     MONUMENTED       CGS
 GA0979
 GA0979                          STATION DESCRIPTION
 GA0979
 GA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0979'1 MI NW FROM JOCKEY.
 GA0979'1.0 MILE NORTHWEST ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH AT
 GA0979'JOCKEY, GREENE COUNTY, 0.4 MILE WEST OF CENTERVILLE, 0.2 MILE
 GA0979'EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT THE BEV MONK
 GA0979'PROPERTY, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28 FEET
 GA0979'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 9 FEET SOUTH OF A
 GA0979'NORTHEAST FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, AND 1 FOOT
 GA0979'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A 108 1935 AND
 GA0979'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0282 ***********************************************************************
 GA0282  DESIGNATION -  A 109
 GA0282  PID         -  GA0282
 GA0282  STATE/COUNTY-  TN/SULLIVAN
 GA0282  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0282
 GA0282                         *CURRENT SURVEY CONTROL
 GA0282  ___________________________________________________________________
 GA0282* NAD 83(1986)-  36 32 54.     (N)    082 27 22.     (W)     SCALED    
 GA0282* NAVD 88     -       492.947  (meters)    1617.28   (feet)  ADJUSTED  
 GA0282  ___________________________________________________________________
 GA0282  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0282  DYNAMIC HT  -         492.497 (meters)    1615.80  (feet)  COMP
 GA0282  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 GA0282
 GA0282  VERT ORDER  -  SECOND    CLASS 0
 GA0282
 GA0282.The horizontal coordinates were scaled from a topographic map and have
 GA0282.an estimated accuracy of +/- 6 seconds.
 GA0282
 GA0282.The orthometric height was determined by differential leveling
 GA0282.and adjusted by the National Geodetic Survey in June 1991..
 GA0282
 GA0282.The geoid height was determined by GEOID03.
 GA0282
 GA0282.The dynamic height is computed by dividing the NAVD 88
 GA0282.geopotential number by the normal gravity value computed on the
 GA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0282.degrees latitude (g = 980.6199 gals.).
 GA0282
 GA0282.The modeled gravity was interpolated from observed gravity values.
 GA0282
 GA0282;                    North         East    Units  Estimated Accuracy
 GA0282;SPC TN       -   251,500.      917,240.      MT  (+/- 180 meters Scaled)
 GA0282
 GA0282                          SUPERSEDED SURVEY CONTROL
 GA0282
 GA0282  NGVD 29 (??/??/92)  493.079  (m)         1617.71   (f) ADJ UNCH    2 0
 GA0282
 GA0282.Superseded values are not recommended for survey control.
 GA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0282.See file dsdata.txt to determine how the superseded data were derived.
 GA0282
 GA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA696457(NAD 83)
 GA0282_MARKER: DB = BENCH MARK DISK
 GA0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0282_STAMPING: A 109 1935
 GA0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0282+STABILITY: SURFACE MOTION
 GA0282
 GA0282  HISTORY     - Date     Condition        Report By
 GA0282  HISTORY     - 1935     MONUMENTED       CGS
 GA0282  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0282
 GA0282                          STATION DESCRIPTION
 GA0282
 GA0282'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0282'1.9 MI W FROM INDIAN SPRINGS.
 GA0282'1.9 MILES WEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GA0282'INDIAN SPRINGS, SULLIVAN COUNTY, 3.5 MILES SOUTH OF ORE BANK, 65
 GA0282'YARDS WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 30
 GA0282'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 GA0282'HIGHWAY.  A STANDARD DISK, STAMPED A 109 1935 AND SET IN THE TOP
 GA0282'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0284 ***********************************************************************
 GA0284  DESIGNATION -  A 109 X
 GA0284  PID         -  GA0284
 GA0284  STATE/COUNTY-  TN/SULLIVAN
 GA0284  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0284
 GA0284                         *CURRENT SURVEY CONTROL
 GA0284  ___________________________________________________________________
 GA0284* NAD 83(1986)-  36 32 21.     (N)    082 25 23.     (W)     SCALED    
 GA0284* NAVD 88     -       490.625  (meters)    1609.66   (feet)  ADJUSTED  
 GA0284  ___________________________________________________________________
 GA0284  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0284  DYNAMIC HT  -         490.174 (meters)    1608.18  (feet)  COMP
 GA0284  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0284
 GA0284  VERT ORDER  -  SECOND    CLASS 0
 GA0284
 GA0284.The horizontal coordinates were scaled from a topographic map and have
 GA0284.an estimated accuracy of +/- 6 seconds.
 GA0284
 GA0284.The orthometric height was determined by differential leveling
 GA0284.and adjusted by the National Geodetic Survey in June 1991..
 GA0284
 GA0284.The geoid height was determined by GEOID03.
 GA0284
 GA0284.The dynamic height is computed by dividing the NAVD 88
 GA0284.geopotential number by the normal gravity value computed on the
 GA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0284.degrees latitude (g = 980.6199 gals.).
 GA0284
 GA0284.The modeled gravity was interpolated from observed gravity values.
 GA0284
 GA0284;                    North         East    Units  Estimated Accuracy
 GA0284;SPC TN       -   250,600.      920,240.      MT  (+/- 180 meters Scaled)
 GA0284
 GA0284                          SUPERSEDED SURVEY CONTROL
 GA0284
 GA0284  NGVD 29 (??/??/92)  490.756  (m)         1610.09   (f) ADJ UNCH    2 0
 GA0284
 GA0284.Superseded values are not recommended for survey control.
 GA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0284.See file dsdata.txt to determine how the superseded data were derived.
 GA0284
 GA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA726446(NAD 83)
 GA0284_MARKER: DB = BENCH MARK DISK
 GA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0284_STAMPING: A 109 X 1935
 GA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0284+STABILITY: SURFACE MOTION
 GA0284
 GA0284  HISTORY     - Date     Condition        Report By
 GA0284  HISTORY     - 1935     MONUMENTED       CGS
 GA0284
 GA0284                          STATION DESCRIPTION
 GA0284
 GA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0284'AT INDIAN SPRINGS.
 GA0284'AT INDIAN SPRINGS, SULLIVAN COUNTY, ON THE HOLSTON ROAD, 0.3 MILE
 GA0284'SOUTH OF THE POST OFFICE, 65 YARDS SOUTHEAST OF THE INDIAN SPRINGS
 GA0284'SCHOOL, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET
 GA0284'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 109 X 1935 AND
 GA0284'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0156 ***********************************************************************
 FC0156  DESIGNATION -  A 11
 FC0156  PID         -  FC0156
 FC0156  STATE/COUNTY-  TN/BLOUNT
 FC0156  USGS QUAD   -  TALLASSEE (1985)
 FC0156
 FC0156                         *CURRENT SURVEY CONTROL
 FC0156  ___________________________________________________________________
 FC0156* NAD 83(1986)-  35 32 36.     (N)    084 02 35.     (W)     SCALED    
 FC0156* NAVD 88     -       256.957  (meters)     843.03   (feet)  ADJUSTED  
 FC0156  ___________________________________________________________________
 FC0156  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC0156  DYNAMIC HT  -         256.710 (meters)     842.22  (feet)  COMP
 FC0156  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 FC0156
 FC0156  VERT ORDER  -  FIRST     CLASS II
 FC0156
 FC0156.The horizontal coordinates were scaled from a topographic map and have
 FC0156.an estimated accuracy of +/- 6 seconds.
 FC0156
 FC0156.The orthometric height was determined by differential leveling
 FC0156.and adjusted by the National Geodetic Survey in June 1991..
 FC0156
 FC0156.The geoid height was determined by GEOID03.
 FC0156
 FC0156.The dynamic height is computed by dividing the NAVD 88
 FC0156.geopotential number by the normal gravity value computed on the
 FC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0156.degrees latitude (g = 980.6199 gals.).
 FC0156
 FC0156.The modeled gravity was interpolated from observed gravity values.
 FC0156
 FC0156;                    North         East    Units  Estimated Accuracy
 FC0156;SPC TN       -   136,020.      777,440.      MT  (+/- 180 meters Scaled)
 FC0156
 FC0156                          SUPERSEDED SURVEY CONTROL
 FC0156
 FC0156  NGVD 29 (??/??/92)  257.077  (m)          843.43   (f) ADJ UNCH    1 2
 FC0156
 FC0156.Superseded values are not recommended for survey control.
 FC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0156.See file dsdata.txt to determine how the superseded data were derived.
 FC0156
 FC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE680373(NAD 83)
 FC0156_MARKER: DB = BENCH MARK DISK
 FC0156_SETTING: 66 = SET IN ROCK OUTCROP
 FC0156_SP_SET: ROCK CUT
 FC0156_STAMPING: 843.627 A 11 1932
 FC0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0156+STABILITY: POSITION/ELEVATION WELL
 FC0156
 FC0156  HISTORY     - Date     Condition        Report By
 FC0156  HISTORY     - 1932     MONUMENTED       CGS
 FC0156  HISTORY     - 1934     GOOD             NGS
 FC0156  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0156
 FC0156                          STATION DESCRIPTION
 FC0156
 FC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0156'1.5 MI E FROM TALLASSEE.
 FC0156'1.5 MILES EAST ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FC0156'STATION AT TALLASSEE, BLOUNT COUNTY, 60 FEET NORTH OF THE NORTH
 FC0156'END OF AN OLD BOX CAR USED AS A HOUSE ON THE BANK OF LITTLE
 FC0156'TENNESSEE RIVER, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, IN
 FC0156'A SMALL ROCK LEDGE IN A ROCK CUT, AND ABOUT 4 FEET ABOVE THE
 FC0156'TRACK.  A STANDARD DISK, STAMPED 843.627 A 11 1932.
 FC0156
 FC0156                          STATION RECOVERY (1983)
 FC0156
 FC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0199 ***********************************************************************
 GA0199  DESIGNATION -  A 110
 GA0199  PID         -  GA0199
 GA0199  STATE/COUNTY-  TN/SULLIVAN
 GA0199  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0199
 GA0199                         *CURRENT SURVEY CONTROL
 GA0199  ___________________________________________________________________
 GA0199* NAD 83(1986)-  36 34 56.     (N)    082 03 07.     (W)     SCALED    
 GA0199* NAVD 88     -       532.745  (meters)    1747.85   (feet)  ADJUSTED  
 GA0199  ___________________________________________________________________
 GA0199  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0199  DYNAMIC HT  -         532.254 (meters)    1746.24  (feet)  COMP
 GA0199  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0199
 GA0199  VERT ORDER  -  SECOND    CLASS 0
 GA0199
 GA0199.The horizontal coordinates were scaled from a topographic map and have
 GA0199.an estimated accuracy of +/- 6 seconds.
 GA0199
 GA0199.The orthometric height was determined by differential leveling
 GA0199.and adjusted by the National Geodetic Survey in June 1991..
 GA0199
 GA0199.The geoid height was determined by GEOID03.
 GA0199
 GA0199.The dynamic height is computed by dividing the NAVD 88
 GA0199.geopotential number by the normal gravity value computed on the
 GA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0199.degrees latitude (g = 980.6199 gals.).
 GA0199
 GA0199.The modeled gravity was interpolated from observed gravity values.
 GA0199
 GA0199;                    North         East    Units  Estimated Accuracy
 GA0199;SPC TN       -   256,650.      953,250.      MT  (+/- 180 meters Scaled)
 GA0199
 GA0199                          SUPERSEDED SURVEY CONTROL
 GA0199
 GA0199  NGVD 29 (??/??/92)  532.857  (m)         1748.21   (f) ADJ UNCH    2 0
 GA0199
 GA0199.Superseded values are not recommended for survey control.
 GA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0199.See file dsdata.txt to determine how the superseded data were derived.
 GA0199
 GA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA058490(NAD 83)
 GA0199_MARKER: DB = BENCH MARK DISK
 GA0199_SETTING: 66 = SET IN ROCK OUTCROP
 GA0199_SP_SET: ROCK OUTCROP
 GA0199_STAMPING: A 110 1935
 GA0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0199+STABILITY: POSITION/ELEVATION WELL
 GA0199
 GA0199  HISTORY     - Date     Condition        Report By
 GA0199  HISTORY     - 1935     MONUMENTED       CGS
 GA0199  HISTORY     - 1935     GOOD             NGS
 GA0199
 GA0199                          STATION DESCRIPTION
 GA0199
 GA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0199'1.5 MI NE FROM HOLSTON VALLEY.
 GA0199'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0199'AT HOLSTON VALLEY, SULLIVAN COUNTY, 200 FEET EAST OF THE JUNCTION
 GA0199'OF STATE HIGHWAY 44, 70 FEET SOUTHWEST OF A FENCE LINE, 37 FEET
 GA0199'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, IN A LARGE PASTURE,
 GA0199'IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE HIGHWAY.  A
 GA0199'STANDARD DISK, STAMPED A 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0976 ***********************************************************************
 FZ0976  DESIGNATION -  A 111
 FZ0976  PID         -  FZ0976
 FZ0976  STATE/COUNTY-  TN/JOHNSON
 FZ0976  USGS QUAD   -  DOE (1969)
 FZ0976
 FZ0976                         *CURRENT SURVEY CONTROL
 FZ0976  ___________________________________________________________________
 FZ0976* NAD 83(1986)-  36 22 41.     (N)    081 55 53.     (W)     SCALED    
 FZ0976* NAVD 88     -       596.121  (meters)    1955.77   (feet)  ADJUSTED  
 FZ0976  ___________________________________________________________________
 FZ0976  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ0976  DYNAMIC HT  -         595.526 (meters)    1953.82  (feet)  COMP
 FZ0976  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 FZ0976
 FZ0976  VERT ORDER  -  SECOND    CLASS 0
 FZ0976
 FZ0976.The horizontal coordinates were scaled from a topographic map and have
 FZ0976.an estimated accuracy of +/- 6 seconds.
 FZ0976
 FZ0976.The orthometric height was determined by differential leveling
 FZ0976.and adjusted by the National Geodetic Survey in June 1991..
 FZ0976
 FZ0976.The geoid height was determined by GEOID03.
 FZ0976
 FZ0976.The dynamic height is computed by dividing the NAVD 88
 FZ0976.geopotential number by the normal gravity value computed on the
 FZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0976.degrees latitude (g = 980.6199 gals.).
 FZ0976
 FZ0976.The modeled gravity was interpolated from observed gravity values.
 FZ0976
 FZ0976;                    North         East    Units  Estimated Accuracy
 FZ0976;SPC TN       -   234,450.      964,980.      MT  (+/- 180 meters Scaled)
 FZ0976
 FZ0976                          SUPERSEDED SURVEY CONTROL
 FZ0976
 FZ0976  NGVD 29 (??/??/92)  596.211  (m)         1956.07   (f) ADJ UNCH    2 0
 FZ0976
 FZ0976.Superseded values are not recommended for survey control.
 FZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0976.See file dsdata.txt to determine how the superseded data were derived.
 FZ0976
 FZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA164262(NAD 83)
 FZ0976_MARKER: DB = BENCH MARK DISK
 FZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0976_STAMPING: A 111 1935
 FZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0976+STABILITY: SURFACE MOTION
 FZ0976
 FZ0976  HISTORY     - Date     Condition        Report By
 FZ0976  HISTORY     - 1935     MONUMENTED       CGS
 FZ0976
 FZ0976                          STATION DESCRIPTION
 FZ0976
 FZ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0976'AT DOE STATION.
 FZ0976'AT DOE STATION (DOEVILLE POST OFFICE), JOHNSON COUNTY, ON THE
 FZ0976'SOUTHERN RAILWAY, 240 YARDS NORTHEAST OF THE STATION, 127 YARDS
 FZ0976'SOUTHWEST OF MILEPOST 115, 19.5 FEET SOUTH OF THE END OF A SPUR
 FZ0976'TRACK, 26.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10.5 FEET
 FZ0976'NORTHWEST OF POLE 104, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0976'DISK, STAMPED A 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0472 ***********************************************************************
 GA0472  DESIGNATION -  A 112
 GA0472  PID         -  GA0472
 GA0472  STATE/COUNTY-  TN/WASHINGTON
 GA0472  USGS QUAD   -  BLUFF CITY (1968)
 GA0472
 GA0472                         *CURRENT SURVEY CONTROL
 GA0472  ___________________________________________________________________
 GA0472* NAD 83(1986)-  36 22 32.     (N)    082 19 07.     (W)     SCALED    
 GA0472* NAVD 88     -       428.332  (meters)    1405.29   (feet)  ADJUSTED  
 GA0472  ___________________________________________________________________
 GA0472  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0472  DYNAMIC HT  -         427.930 (meters)    1403.97  (feet)  COMP
 GA0472  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 GA0472
 GA0472  VERT ORDER  -  SECOND    CLASS 0
 GA0472
 GA0472.The horizontal coordinates were scaled from a topographic map and have
 GA0472.an estimated accuracy of +/- 6 seconds.
 GA0472
 GA0472.The orthometric height was determined by differential leveling
 GA0472.and adjusted by the National Geodetic Survey in June 1991..
 GA0472
 GA0472.The geoid height was determined by GEOID03.
 GA0472
 GA0472.The dynamic height is computed by dividing the NAVD 88
 GA0472.geopotential number by the normal gravity value computed on the
 GA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0472.degrees latitude (g = 980.6199 gals.).
 GA0472
 GA0472.The modeled gravity was interpolated from observed gravity values.
 GA0472
 GA0472;                    North         East    Units  Estimated Accuracy
 GA0472;SPC TN       -   232,800.      930,270.      MT  (+/- 180 meters Scaled)
 GA0472
 GA0472                          SUPERSEDED SURVEY CONTROL
 GA0472
 GA0472  NGVD 29 (??/??/92)  428.477  (m)         1405.76   (f) ADJ UNCH    2 0
 GA0472
 GA0472.Superseded values are not recommended for survey control.
 GA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0472.See file dsdata.txt to determine how the superseded data were derived.
 GA0472
 GA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA817264(NAD 83)
 GA0472_MARKER: DB = BENCH MARK DISK
 GA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0472_STAMPING: A 112 1935
 GA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0472+STABILITY: SURFACE MOTION
 GA0472
 GA0472  HISTORY     - Date     Condition        Report By
 GA0472  HISTORY     - 1935     MONUMENTED       CGS
 GA0472
 GA0472                          STATION DESCRIPTION
 GA0472
 GA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0472'1.6 MI SW FROM WATAUGA.
 GA0472'IN WASHINGTON COUNTY, 1.6 MILES SOUTHWEST ALONG THE JOHNSON CITY
 GA0472'ROAD AND THE HAWTHORNE CHURCH ROAD FROM THE SOUTHERN RAILWAY
 GA0472'STATION AT WATAUGA, CARTER COUNTY, 0.3 MILE WEST OF THE F.M.
 GA0472'WILLIAMS RESIDENCE, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 GA0472'AT A SMALL GROVE OF POPLAR AND WILLOW TREES, AND LEVEL WITH THE
 GA0472'ROAD.  A STANDARD DISK, STAMPED A 112 1935 AND SET IN THE TOP
 GA0472'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0963 ***********************************************************************
 GA0963  DESIGNATION -  A 113
 GA0963  PID         -  GA0963
 GA0963  STATE/COUNTY-  TN/WASHINGTON
 GA0963  USGS QUAD   -  TELFORD (1971)
 GA0963
 GA0963                         *CURRENT SURVEY CONTROL
 GA0963  ___________________________________________________________________
 GA0963* NAD 83(1986)-  36 14 45.     (N)    082 33 52.     (W)     SCALED    
 GA0963* NAVD 88     -       465.953  (meters)    1528.71   (feet)  POSTED    
 GA0963  ___________________________________________________________________
 GA0963  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0963  DYNAMIC HT  -         465.510 (meters)    1527.26  (feet)  COMP
 GA0963  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GA0963
 GA0963  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0963
 GA0963.The horizontal coordinates were scaled from a topographic map and have
 GA0963.an estimated accuracy of +/- 6 seconds.
 GA0963
 GA0963.The orthometric height was determined by differential leveling
 GA0963.and adjusted by the National Geodetic Survey in 1992..
 GA0963.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0963.rate of 0.0 thru 1.0 mm/km.
 GA0963
 GA0963.The geoid height was determined by GEOID03.
 GA0963
 GA0963.The dynamic height is computed by dividing the NAVD 88
 GA0963.geopotential number by the normal gravity value computed on the
 GA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0963.degrees latitude (g = 980.6199 gals.).
 GA0963
 GA0963.The modeled gravity was interpolated from observed gravity values.
 GA0963
 GA0963;                    North         East    Units  Estimated Accuracy
 GA0963;SPC TN       -   217,610.      908,730.      MT  (+/- 180 meters Scaled)
 GA0963
 GA0963                          SUPERSEDED SURVEY CONTROL
 GA0963
 GA0963  NGVD 29 (??/??/92)  466.095  (m)         1529.18   (f) ADJ UNCH    2 0
 GA0963
 GA0963.Superseded values are not recommended for survey control.
 GA0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0963.See file dsdata.txt to determine how the superseded data were derived.
 GA0963
 GA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA594123(NAD 83)
 GA0963_MARKER: DB = BENCH MARK DISK
 GA0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0963_STAMPING: A 113 1935
 GA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0963+STABILITY: SURFACE MOTION
 GA0963
 GA0963  HISTORY     - Date     Condition        Report By
 GA0963  HISTORY     - 1935     MONUMENTED       CGS
 GA0963  HISTORY     - 1955     GOOD             TVA
 GA0963
 GA0963                          STATION DESCRIPTION
 GA0963
 GA0963'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA0963'1.1 MI W FROM TELFORD.
 GA0963'1.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0963'TELFORD, WASHINGTON COUNTY, 155 YARDS SOUTHWEST OF MILEPOST 39,
 GA0963'27.8 FEET NORTHEAST OF A ROAD CROSSING, 25.8 FEET NORTH OF THE
 GA0963'NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 GA0963'A 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1911 ***********************************************************************
 GA1911  DESIGNATION -  A 114
 GA1911  PID         -  GA1911
 GA1911  STATE/COUNTY-  TN/GREENE
 GA1911  USGS QUAD   -  MOHAWK (1980)
 GA1911
 GA1911                         *CURRENT SURVEY CONTROL
 GA1911  ___________________________________________________________________
 GA1911* NAD 83(1986)-  36 07 37.     (N)    083 05 40.     (W)     SCALED    
 GA1911* NAVD 88     -       336.494  (meters)    1103.98   (feet)  ADJUSTED  
 GA1911  ___________________________________________________________________
 GA1911  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1911  DYNAMIC HT  -         336.181 (meters)    1102.95  (feet)  COMP
 GA1911  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 GA1911
 GA1911  VERT ORDER  -  SECOND    CLASS 0
 GA1911
 GA1911.The horizontal coordinates were scaled from a topographic map and have
 GA1911.an estimated accuracy of +/- 6 seconds.
 GA1911
 GA1911.The orthometric height was determined by differential leveling
 GA1911.and adjusted by the National Geodetic Survey in June 1991..
 GA1911
 GA1911.The geoid height was determined by GEOID03.
 GA1911
 GA1911.The dynamic height is computed by dividing the NAVD 88
 GA1911.geopotential number by the normal gravity value computed on the
 GA1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1911.degrees latitude (g = 980.6199 gals.).
 GA1911
 GA1911.The modeled gravity was interpolated from observed gravity values.
 GA1911
 GA1911;                    North         East    Units  Estimated Accuracy
 GA1911;SPC TN       -   202,880.      861,510.      MT  (+/- 180 meters Scaled)
 GA1911
 GA1911                          SUPERSEDED SURVEY CONTROL
 GA1911
 GA1911  NGVD 29 (??/??/92)  336.649  (m)         1104.49   (f) ADJ UNCH    2 0
 GA1911
 GA1911.Superseded values are not recommended for survey control.
 GA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1911.See file dsdata.txt to determine how the superseded data were derived.
 GA1911
 GA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA115000(NAD 83)
 GA1911_MARKER: DB = BENCH MARK DISK
 GA1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1911_SP_SET: BUILDING
 GA1911_STAMPING: A 114 1935
 GA1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1911
 GA1911  HISTORY     - Date     Condition        Report By
 GA1911  HISTORY     - 1935     MONUMENTED       CGS
 GA1911
 GA1911                          STATION DESCRIPTION
 GA1911
 GA1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1911'AT WARRENSBURG.
 GA1911'AT WARRENSBURG, 60 YARDS SOUTHEAST OF THE INTERSECTION OF THE
 GA1911'CANEY BRANCH HIGHWAY AND A COUNTY ROAD, 25 YARDS NORTHEAST OF
 GA1911'THE CENTERLINE OF THE HIGHWAY, AT THE I.S. HARRISON RESIDENCE,
 GA1911'3-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE FRONT WALK, IN THE
 GA1911'TOP OF THE BOTTOM STEP, 3 INCHES NORTHEAST OF SOUTHWEST EDGE,
 GA1911'AND 4 INCHES SOUTHEAST OF THE NORTHWEST STONE RAILING.  A STANDARD
 GA1911'DISK, STAMPED A 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0914 ***********************************************************************
 GA0914  DESIGNATION -  A 115
 GA0914  PID         -  GA0914
 GA0914  STATE/COUNTY-  TN/GREENE
 GA0914  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0914
 GA0914                         *CURRENT SURVEY CONTROL
 GA0914  ___________________________________________________________________
 GA0914* NAD 83(1986)-  36 01 07.     (N)    082 50 29.     (W)     SCALED    
 GA0914* NAVD 88     -       408.847  (meters)    1341.36   (feet)  POSTED    
 GA0914  ___________________________________________________________________
 GA0914  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA0914  DYNAMIC HT  -         408.450 (meters)    1340.06  (feet)  COMP
 GA0914  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 GA0914
 GA0914  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0914
 GA0914.The horizontal coordinates were scaled from a topographic map and have
 GA0914.an estimated accuracy of +/- 6 seconds.
 GA0914
 GA0914.The orthometric height was determined by differential leveling
 GA0914.and adjusted by the National Geodetic Survey in 1992..
 GA0914.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0914.rate of 4.1 thru 8.0 mm/km.
 GA0914
 GA0914.The geoid height was determined by GEOID03.
 GA0914
 GA0914.The dynamic height is computed by dividing the NAVD 88
 GA0914.geopotential number by the normal gravity value computed on the
 GA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0914.degrees latitude (g = 980.6199 gals.).
 GA0914
 GA0914.The modeled gravity was interpolated from observed gravity values.
 GA0914
 GA0914;                    North         East    Units  Estimated Accuracy
 GA0914;SPC TN       -   191,570.      884,660.      MT  (+/- 180 meters Scaled)
 GA0914
 GA0914                          SUPERSEDED SURVEY CONTROL
 GA0914
 GA0914  NGVD 29 (??/??/92)  408.961  (m)         1341.73   (f) ADJ UNCH    2 0
 GA0914
 GA0914.Superseded values are not recommended for survey control.
 GA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0914.See file dsdata.txt to determine how the superseded data were derived.
 GA0914
 GA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV340875(NAD 83)
 GA0914_MARKER: DB = BENCH MARK DISK
 GA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0914_STAMPING: A 115 1935
 GA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0914+STABILITY: SURFACE MOTION
 GA0914
 GA0914  HISTORY     - Date     Condition        Report By
 GA0914  HISTORY     - 1935     MONUMENTED       CGS
 GA0914  HISTORY     - 1950     GOOD             TVA
 GA0914
 GA0914                          STATION DESCRIPTION
 GA0914
 GA0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0914'3.6 MI E FROM CEDAR CREEK.
 GA0914'3.6 MILES EAST ALONG A ROAD LEADING TO STATE HIGHWAY 70 FROM
 GA0914'THE CROSSROADS AT CEDAR CREEK, GREENE COUNTY, 0.6 MILE WEST OF
 GA0914'JONES CHAPEL, 0.15 EAST OF THE CENTERLINE OF JUNCTION OF ROAD
 GA0914'EAST, 0.4 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 70, 95
 GA0914'YARDS EAST OF A BARN OWNED BY J.B. RIDDLE, 60 YARDS WEST OF A FORD
 GA0914'THROUGH COVE CREEK, 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0914'25.5 FEET SOUTHWEST OF A NORTHEAST FENCE CORNER, AND 7-1/2 FEET
 GA0914'SOUTHWEST OF AN APPLE TREE, 14 FEET EAST OF STEEL WITNESS POST.
 GA0914'A STANDARD DISK, STAMPED A 115 1935 AND SET IN THE TOP OF A
 GA0914'CONCRETE POST.
 GA0914
 GA0914                          STATION RECOVERY (1950)
 GA0914
 GA0914'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0585 ***********************************************************************
 GA0585  DESIGNATION -  A 116
 GA0585  PID         -  GA0585
 GA0585  STATE/COUNTY-  TN/WASHINGTON
 GA0585  USGS QUAD   -  ERWIN (1971)
 GA0585
 GA0585                         *CURRENT SURVEY CONTROL
 GA0585  ___________________________________________________________________
 GA0585* NAD 83(1986)-  36 12 31.     (N)    082 28 33.     (W)     SCALED    
 GA0585* NAVD 88     -       466.664  (meters)    1531.05   (feet)  ADJUSTED  
 GA0585  ___________________________________________________________________
 GA0585  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0585  DYNAMIC HT  -         466.217 (meters)    1529.58  (feet)  COMP
 GA0585  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 GA0585
 GA0585  VERT ORDER  -  SECOND    CLASS 0
 GA0585
 GA0585.The horizontal coordinates were scaled from a topographic map and have
 GA0585.an estimated accuracy of +/- 6 seconds.
 GA0585
 GA0585.The orthometric height was determined by differential leveling
 GA0585.and adjusted by the National Geodetic Survey in June 1991..
 GA0585
 GA0585.The geoid height was determined by GEOID03.
 GA0585
 GA0585.The dynamic height is computed by dividing the NAVD 88
 GA0585.geopotential number by the normal gravity value computed on the
 GA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0585.degrees latitude (g = 980.6199 gals.).
 GA0585
 GA0585.The modeled gravity was interpolated from observed gravity values.
 GA0585
 GA0585;                    North         East    Units  Estimated Accuracy
 GA0585;SPC TN       -   213,770.      916,840.      MT  (+/- 180 meters Scaled)
 GA0585
 GA0585                          SUPERSEDED SURVEY CONTROL
 GA0585
 GA0585  NGVD 29 (??/??/92)  466.817  (m)         1531.55   (f) ADJ UNCH    2 0
 GA0585
 GA0585.Superseded values are not recommended for survey control.
 GA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0585.See file dsdata.txt to determine how the superseded data were derived.
 GA0585
 GA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA673080(NAD 83)
 GA0585_MARKER: DB = BENCH MARK DISK
 GA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0585_STAMPING: A 116 1935
 GA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0585+STABILITY: SURFACE MOTION
 GA0585
 GA0585  HISTORY     - Date     Condition        Report By
 GA0585  HISTORY     - 1935     MONUMENTED       CGS
 GA0585  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 GA0585
 GA0585                          STATION DESCRIPTION
 GA0585
 GA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0585'3.7 MI N FROM EMBREEVILLE.
 GA0585'3.7 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE, WASHINGTON
 GA0585'COUNTY, 0.7 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 107,
 GA0585'0.2 MILE WEST OF TAYLOR BRIDGE OVER NOLICHUCKY RIVER, 50 YARDS
 GA0585'NORTH OF THE BIRD DEADEWICH RESIDENCE, 47 FEET SOUTHWEST OF THE
 GA0585'JUNCTION OF COUNTY ROAD 501, 19 FEET SOUTHEAST OF THE CENTERLINE
 GA0585'OF THE ROAD, 37 FEET SOUTHWEST OF A POLE, 8 FEET SOUTHWEST OF A
 GA0585'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0585'STAMPED A 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0585
 GA0585                          STATION RECOVERY (1978)
 GA0585
 GA0585'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 GA0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0996 ***********************************************************************
 GA0996  DESIGNATION -  A 117
 GA0996  PID         -  GA0996
 GA0996  STATE/COUNTY-  TN/GREENE
 GA0996  USGS QUAD   -  CHUCKEY (1971)
 GA0996
 GA0996                         *CURRENT SURVEY CONTROL
 GA0996  ___________________________________________________________________
 GA0996* NAD 83(1986)-  36 09 30.     (N)    082 40 40.     (W)     SCALED    
 GA0996* NAVD 88     -       418.300  (meters)    1372.37   (feet)  ADJUSTED  
 GA0996  ___________________________________________________________________
 GA0996  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0996  DYNAMIC HT  -         417.897 (meters)    1371.05  (feet)  COMP
 GA0996  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 GA0996
 GA0996  VERT ORDER  -  SECOND    CLASS 0
 GA0996
 GA0996.The horizontal coordinates were scaled from a topographic map and have
 GA0996.an estimated accuracy of +/- 6 seconds.
 GA0996
 GA0996.The orthometric height was determined by differential leveling
 GA0996.and adjusted by the National Geodetic Survey in June 1991..
 GA0996
 GA0996.The geoid height was determined by GEOID03.
 GA0996
 GA0996.The dynamic height is computed by dividing the NAVD 88
 GA0996.geopotential number by the normal gravity value computed on the
 GA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0996.degrees latitude (g = 980.6199 gals.).
 GA0996
 GA0996.The modeled gravity was interpolated from observed gravity values.
 GA0996
 GA0996;                    North         East    Units  Estimated Accuracy
 GA0996;SPC TN       -   207,560.      898,880.      MT  (+/- 180 meters Scaled)
 GA0996
 GA0996                          SUPERSEDED SURVEY CONTROL
 GA0996
 GA0996  NGVD 29 (??/??/92)  418.430  (m)         1372.80   (f) ADJ UNCH    2 0
 GA0996
 GA0996.Superseded values are not recommended for survey control.
 GA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0996.See file dsdata.txt to determine how the superseded data were derived.
 GA0996
 GA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490028(NAD 83)
 GA0996_MARKER: DB = BENCH MARK DISK
 GA0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0996_STAMPING: A 117 1935
 GA0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0996+STABILITY: SURFACE MOTION
 GA0996
 GA0996  HISTORY     - Date     Condition        Report By
 GA0996  HISTORY     - 1935     MONUMENTED       CGS
 GA0996
 GA0996                          STATION DESCRIPTION
 GA0996
 GA0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0996'4.2 MI S FROM CHUCKEY.
 GA0996'4.2 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST
 GA0996'OFFICE AT CHUCKEY, GREENE COUNTY, AT THE CEDAR GROVE CHURCH,
 GA0996'51.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18 INCHES
 GA0996'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND 3 FEET
 GA0996'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 117 1935
 GA0996'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0997 ***********************************************************************
 GA0997  DESIGNATION -  A 117 RESET
 GA0997  PID         -  GA0997
 GA0997  STATE/COUNTY-  TN/GREENE
 GA0997  USGS QUAD   -  CHUCKEY (1971)
 GA0997
 GA0997                         *CURRENT SURVEY CONTROL
 GA0997  ___________________________________________________________________
 GA0997* NAD 83(1986)-  36 09 30.     (N)    082 40 40.     (W)     SCALED    
 GA0997* NAVD 88     -       417.59   (meters)    1370.0    (feet)  RESET     
 GA0997  ___________________________________________________________________
 GA0997  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0997
 GA0997  VERT ORDER  -  THIRD
 GA0997
 GA0997.The horizontal coordinates were scaled from a topographic map and have
 GA0997.an estimated accuracy of +/- 6 seconds.
 GA0997
 GA0997.The orthometric height was computed from unverified reset data.
 GA0997
 GA0997.The geoid height was determined by GEOID03.
 GA0997
 GA0997;                    North         East    Units  Estimated Accuracy
 GA0997;SPC TN       -   207,560.      898,880.      MT  (+/- 180 meters Scaled)
 GA0997
 GA0997                          SUPERSEDED SURVEY CONTROL
 GA0997
 GA0997.No superseded survey control is available for this station.
 GA0997
 GA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490028(NAD 83)
 GA0997_MARKER: DD = SURVEY DISK
 GA0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0997_STAMPING: A 117 RESET 1961
 GA0997_MARK LOGO: CGS   
 GA0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0997+STABILITY: SURFACE MOTION
 GA0997
 GA0997  HISTORY     - Date     Condition        Report By
 GA0997  HISTORY     - 1961     MONUMENTED       TVA
 GA0997
 GA0997                          STATION DESCRIPTION
 GA0997
 GA0997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA0997'4.2 MI S FROM CHUCKEY.
 GA0997'4.2 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST OFFICE
 GA0997'AT CHUCKEY, AT THE CEDAR GROVE CHURCH, 260 FEET NORTHWEST OF
 GA0997'THE NORTHWEST CORNER OF THE CHURCH (NEW BRICK BUILDING), 28
 GA0997'SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 20.4 FEET
 GA0997'NORTHEAST OF A 36 INCH MAPLE TREE AND SET IN THE TOP OF A
 GA0997'CONCRETE POST, ABOUT 4 1/2 FEET ABOVE THE COUNTY ROAD AND IN
 GA0997'THE EDGE OF A WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0991 ***********************************************************************
 GA0991  DESIGNATION -  A 118
 GA0991  PID         -  GA0991
 GA0991  STATE/COUNTY-  TN/GREENE
 GA0991  USGS QUAD   -  GREENEVILLE (1961)
 GA0991
 GA0991                         *CURRENT SURVEY CONTROL
 GA0991  ___________________________________________________________________
 GA0991* NAD 83(1986)-  36 09 19.     (N)    082 50 50.     (W)     SCALED    
 GA0991* NAVD 88     -       469.802  (meters)    1541.34   (feet)  ADJUSTED  
 GA0991  ___________________________________________________________________
 GA0991  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0991  DYNAMIC HT  -         469.355 (meters)    1539.88  (feet)  COMP
 GA0991  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 GA0991
 GA0991  VERT ORDER  -  SECOND    CLASS 0
 GA0991
 GA0991.The horizontal coordinates were scaled from a topographic map and have
 GA0991.an estimated accuracy of +/- 6 seconds.
 GA0991
 GA0991.The orthometric height was determined by differential leveling
 GA0991.and adjusted by the National Geodetic Survey in June 1991..
 GA0991
 GA0991.The geoid height was determined by GEOID03.
 GA0991
 GA0991.The dynamic height is computed by dividing the NAVD 88
 GA0991.geopotential number by the normal gravity value computed on the
 GA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0991.degrees latitude (g = 980.6199 gals.).
 GA0991
 GA0991.The modeled gravity was interpolated from observed gravity values.
 GA0991
 GA0991;                    North         East    Units  Estimated Accuracy
 GA0991;SPC TN       -   206,710.      883,650.      MT  (+/- 180 meters Scaled)
 GA0991
 GA0991                          SUPERSEDED SURVEY CONTROL
 GA0991
 GA0991  NGVD 29 (??/??/92)  469.929  (m)         1541.76   (f) ADJ UNCH    2 0
 GA0991
 GA0991.Superseded values are not recommended for survey control.
 GA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0991.See file dsdata.txt to determine how the superseded data were derived.
 GA0991
 GA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338027(NAD 83)
 GA0991_MARKER: DB = BENCH MARK DISK
 GA0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0991_STAMPING: A 118 1935
 GA0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0991+STABILITY: SURFACE MOTION
 GA0991
 GA0991  HISTORY     - Date     Condition        Report By
 GA0991  HISTORY     - 1935     MONUMENTED       CGS
 GA0991  HISTORY     - 1950     GOOD             TVA
 GA0991
 GA0991                          STATION DESCRIPTION
 GA0991
 GA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0991'1.1 MI SW FROM GREENEVILLE.
 GA0991'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0991'AT GREENEVILLE, GREENE COUNTY, 17 YARDS NORTHEAST OF A DRIVEWAY
 GA0991'TO A STANDARD OIL CO. BULK STATION, 10 YARDS NORTHWEST OF THE
 GA0991'CENTER LINE OF THE HIGHWAY, 5 YARDS EAST OF THE STANDARD OIL CO.
 GA0991'BUILDING, 2 FEET NORTHEAST OF A WIRE-FENCE LINE, AND 6 INCHES
 GA0991'LOWER THAN THE HIGHWAY.  56 FEET EAST OF THE CENTERLINE OF
 GA0991'EASTMOST OF TWO DRIVEWAYS, 15 FEET EAST OF STANDARD OIL BUILDING,
 GA0991'10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ABOVE BUILDING
 GA0991'AND 1 FOOT NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0991'STAMPED A 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0991
 GA0991                          STATION RECOVERY (1950)
 GA0991
 GA0991'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1925 ***********************************************************************
 GA1925  DESIGNATION -  A 119
 GA1925  PID         -  GA1925
 GA1925  STATE/COUNTY-  TN/GREENE
 GA1925  USGS QUAD   -  MOHAWK (1980)
 GA1925
 GA1925                         *CURRENT SURVEY CONTROL
 GA1925  ___________________________________________________________________
 GA1925* NAD 83(1986)-  36 12 03.     (N)    083 03 08.     (W)     SCALED    
 GA1925* NAVD 88     -       330.570  (meters)    1084.55   (feet)  ADJUSTED  
 GA1925  ___________________________________________________________________
 GA1925  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1925  DYNAMIC HT  -         330.264 (meters)    1083.54  (feet)  COMP
 GA1925  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 GA1925
 GA1925  VERT ORDER  -  SECOND    CLASS 0
 GA1925
 GA1925.The horizontal coordinates were scaled from a topographic map and have
 GA1925.an estimated accuracy of +/- 6 seconds.
 GA1925
 GA1925.The orthometric height was determined by differential leveling
 GA1925.and adjusted by the National Geodetic Survey in June 1991..
 GA1925
 GA1925.The geoid height was determined by GEOID03.
 GA1925
 GA1925.The dynamic height is computed by dividing the NAVD 88
 GA1925.geopotential number by the normal gravity value computed on the
 GA1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1925.degrees latitude (g = 980.6199 gals.).
 GA1925
 GA1925.The modeled gravity was interpolated from observed gravity values.
 GA1925
 GA1925;                    North         East    Units  Estimated Accuracy
 GA1925;SPC TN       -   211,190.      865,060.      MT  (+/- 180 meters Scaled)
 GA1925
 GA1925                          SUPERSEDED SURVEY CONTROL
 GA1925
 GA1925  NGVD 29 (??/??/92)  330.735  (m)         1085.09   (f) ADJ UNCH    2 0
 GA1925
 GA1925.Superseded values are not recommended for survey control.
 GA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1925.See file dsdata.txt to determine how the superseded data were derived.
 GA1925
 GA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA154081(NAD 83)
 GA1925_MARKER: DB = BENCH MARK DISK
 GA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1925_STAMPING: A 119 1935
 GA1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1925+STABILITY: SURFACE MOTION
 GA1925
 GA1925  HISTORY     - Date     Condition        Report By
 GA1925  HISTORY     - 1935     MONUMENTED       CGS
 GA1925
 GA1925                          STATION DESCRIPTION
 GA1925
 GA1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1925'AT MOHAWK.
 GA1925'AT MOHAWK, ON THE WARRENSBURG ROAD, 56 YARDS NORTHWEST OF THE
 GA1925'SOUTHERN RAILWAY STATION, 72 FEET SOUTHEAST OF THE CENTERLINE
 GA1925'OF THE ROAD, 12 YARDS NORTHEAST OF THE SHORT RESIDENCE, 22.6 FEET
 GA1925'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE SOUTHERN
 GA1925'RAILWAY, 1 YARD NORTHEAST OF A WIRE FENCE LINE, AND 3 FEET
 GA1925'LOWER THAN THE TRACK, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 GA1925'INTERSECTION OF PIKE AND RAILROAD TRACK, 64.5 FEET EAST OF THE
 GA1925'NORTHEAST CORNER OF THE POST OFFICE, AND 6 FEET NORTHWEST OF POWER
 GA1925'POLE.  A STANDARD DISK, STAMPED A 119 1935 AND SET IN THE TOP
 GA1925'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0409 ***********************************************************************
 GA0409  DESIGNATION -  A 12
 GA0409  PID         -  GA0409
 GA0409  STATE/COUNTY-  TN/CARTER
 GA0409  USGS QUAD   -  ELIZABETHTON (1968)
 GA0409
 GA0409                         *CURRENT SURVEY CONTROL
 GA0409  ___________________________________________________________________
 GA0409* NAD 83(1986)-  36 16 40.     (N)    082 10 45.     (W)     SCALED    
 GA0409* NAVD 88     -       548.559  (meters)    1799.73   (feet)  ADJUSTED  
 GA0409  ___________________________________________________________________
 GA0409  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0409  DYNAMIC HT  -         548.021 (meters)    1797.97  (feet)  COMP
 GA0409  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 GA0409
 GA0409  VERT ORDER  -  FIRST     CLASS II
 GA0409
 GA0409.The horizontal coordinates were scaled from a topographic map and have
 GA0409.an estimated accuracy of +/- 6 seconds.
 GA0409
 GA0409.The orthometric height was determined by differential leveling
 GA0409.and adjusted by the National Geodetic Survey in June 1991..
 GA0409
 GA0409.The geoid height was determined by GEOID03.
 GA0409
 GA0409.The dynamic height is computed by dividing the NAVD 88
 GA0409.geopotential number by the normal gravity value computed on the
 GA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0409.degrees latitude (g = 980.6199 gals.).
 GA0409
 GA0409.The modeled gravity was interpolated from observed gravity values.
 GA0409
 GA0409;                    North         East    Units  Estimated Accuracy
 GA0409;SPC TN       -   222,440.      943,190.      MT  (+/- 180 meters Scaled)
 GA0409
 GA0409                          SUPERSEDED SURVEY CONTROL
 GA0409
 GA0409  NGVD 29 (??/??/92)  548.694  (m)         1800.17   (f) ADJ UNCH    1 2
 GA0409
 GA0409.Superseded values are not recommended for survey control.
 GA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0409.See file dsdata.txt to determine how the superseded data were derived.
 GA0409
 GA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA940154(NAD 83)
 GA0409_MARKER: DB = BENCH MARK DISK
 GA0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0409_SP_SET: ABUTMENT
 GA0409_STAMPING: 1800.364 A 12 1933
 GA0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0409
 GA0409  HISTORY     - Date     Condition        Report By
 GA0409  HISTORY     - 1933     MONUMENTED       CGS
 GA0409
 GA0409                          STATION DESCRIPTION
 GA0409
 GA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0409'0.5 MI S FROM HAMPTON.
 GA0409'0.5 MILE SOUTH ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0409'RAILROAD FROM HAMPTON, CARTER COUNTY, 623 YARDS NORTH OF MILEPOST
 GA0409'15, AT THE RAILROAD BRIDGE OVER LITTLE DOE RIVER, IN THE CENTER OF
 GA0409'THE TOP OF THE NORTH ABUTMENT, AND 3 FEET LOWER THAN THE RAIL.
 GA0409'A STANDARD DISK, STAMPED 1800.364 A 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0697 ***********************************************************************
 GA0697  DESIGNATION -  A 120
 GA0697  PID         -  GA0697
 GA0697  STATE/COUNTY-  TN/GREENE
 GA0697  USGS QUAD   -  CHUCKEY (1971)
 GA0697
 GA0697                         *CURRENT SURVEY CONTROL
 GA0697  ___________________________________________________________________
 GA0697* NAD 83(1986)-  36 07 31.     (N)    082 38 41.     (W)     SCALED    
 GA0697* NAVD 88     -       487.156  (meters)    1598.28   (feet)  ADJUSTED  
 GA0697  ___________________________________________________________________
 GA0697  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0697  DYNAMIC HT  -         486.684 (meters)    1596.73  (feet)  COMP
 GA0697  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 GA0697
 GA0697  VERT ORDER  -  SECOND    CLASS 0
 GA0697
 GA0697.The horizontal coordinates were scaled from a topographic map and have
 GA0697.an estimated accuracy of +/- 6 seconds.
 GA0697
 GA0697.The orthometric height was determined by differential leveling
 GA0697.and adjusted by the National Geodetic Survey in June 1991..
 GA0697
 GA0697.The geoid height was determined by GEOID03.
 GA0697
 GA0697.The dynamic height is computed by dividing the NAVD 88
 GA0697.geopotential number by the normal gravity value computed on the
 GA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0697.degrees latitude (g = 980.6199 gals.).
 GA0697
 GA0697.The modeled gravity was interpolated from observed gravity values.
 GA0697
 GA0697;                    North         East    Units  Estimated Accuracy
 GA0697;SPC TN       -   203,990.      901,970.      MT  (+/- 180 meters Scaled)
 GA0697
 GA0697                          SUPERSEDED SURVEY CONTROL
 GA0697
 GA0697  NGVD 29 (??/??/92)  487.285  (m)         1598.70   (f) ADJ UNCH    2 0
 GA0697
 GA0697.Superseded values are not recommended for survey control.
 GA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0697.See file dsdata.txt to determine how the superseded data were derived.
 GA0697
 GA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV519990(NAD 83)
 GA0697_MARKER: DB = BENCH MARK DISK
 GA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0697_STAMPING: A 120 1935
 GA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0697+STABILITY: SURFACE MOTION
 GA0697
 GA0697  HISTORY     - Date     Condition        Report By
 GA0697  HISTORY     - 1935     MONUMENTED       CGS
 GA0697  HISTORY     - 1955     GOOD             NGS
 GA0697
 GA0697                          STATION DESCRIPTION
 GA0697
 GA0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0697'0.8 MI S FROM PLEASANT HILL.
 GA0697'0.8 MILE SOUTH ALONG THE HORSE CREEK ROAD FROM THE CROSSROADS AT
 GA0697'PLEASANT HILL, GREENE COUNTY, 36 YARDS WEST OF A SHARP TURN TO
 GA0697'THE NORTH, IN A PASTURE OF JOHN EAD, 13 FEET NORTH OF THE CENTERLINE
 GA0697'OF THE ROAD, 8.5 FEET WEST OF AN 18-INCH APPLE TREE, AND 6 INCHES
 GA0697'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 120 1935 AND
 GA0697'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1010 ***********************************************************************
 GA1010  DESIGNATION -  A 121
 GA1010  PID         -  GA1010
 GA1010  STATE/COUNTY-  TN/COCKE
 GA1010  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1010
 GA1010                         *CURRENT SURVEY CONTROL
 GA1010  ___________________________________________________________________
 GA1010* NAD 83(1986)-  36 01 12.     (N)    082 51 23.     (W)     SCALED    
 GA1010* NAVD 88     -       429.45   (+/-2cm)    1409.0    (feet)  VERTCON   
 GA1010  ___________________________________________________________________
 GA1010  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1010
 GA1010  VERT ORDER  -  ? (See Below)
 GA1010
 GA1010.The horizontal coordinates were scaled from a topographic map and have
 GA1010.an estimated accuracy of +/- 6 seconds.
 GA1010
 GA1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1010.The vertical order pertains to the NGVD 29 superseded value.
 GA1010
 GA1010.The geoid height was determined by GEOID03.
 GA1010
 GA1010;                    North         East    Units  Estimated Accuracy
 GA1010;SPC TN       -   191,690.      883,310.      MT  (+/- 180 meters Scaled)
 GA1010
 GA1010                          SUPERSEDED SURVEY CONTROL
 GA1010
 GA1010  NGVD 29 (??/??/92)  429.572  (m)         1409.35   (f) ADJ UNCH    ?  
 GA1010
 GA1010.Superseded values are not recommended for survey control.
 GA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1010.See file dsdata.txt to determine how the superseded data were derived.
 GA1010
 GA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV327877(NAD 83)
 GA1010_MARKER: DB = BENCH MARK DISK
 GA1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1010+STABILITY: SURFACE MOTION
 GA1010
 GA1010  HISTORY     - Date     Condition        Report By
 GA1010  HISTORY     - UNK      MONUMENTED       CGS
 GA1010  HISTORY     - 1938     GOOD             TVA
 GA1010  HISTORY     - 1950     GOOD             TVA
 GA1010
 GA1010                          STATION DESCRIPTION
 GA1010
 GA1010'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA1010'14.7 MI NE FROM WOLF CREEK.
 GA1010'IN GREENE COUNTY, 14.7 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 GA1010'FROM WOLF CREEK, COCKE COUNTY, 2.6 MILES EAST OF CEDAR CREEK, 1
 GA1010'MILE NORTH OF COVE CREEK MILL, 109 FEET SOUTHEAST OF THE INTERSECTION
 GA1010'OF THE CEDAR CREEK ROAD, 29.5 FEET SOUTH OF THE SOUTHWEST CORNER
 GA1010'OF THE S.A. COLLINS GENERAL STORE, 15 FEET EAST OF A FENCE CORNER,
 GA1010'14 FEET EAST OF A 24-INCH CEDAR TREE, AND 2 FEET NORTH OF A
 GA1010'WIRE FENCE, 50 FEET SOUTHWEST OF A 10 INCH WALNUT TREE AND 1 FOOT
 GA1010'NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, SET IN THE TOP
 GA1010'OF A CONCRETE POST.
 GA1010
 GA1010                          STATION RECOVERY (1950)
 GA1010
 GA1010'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1324 ***********************************************************************
 FB1324  DESIGNATION -  A 125
 FB1324  PID         -  FB1324
 FB1324  STATE/COUNTY-  TN/COCKE
 FB1324  USGS QUAD   -  WATERVILLE (1968)
 FB1324
 FB1324                         *CURRENT SURVEY CONTROL
 FB1324  ___________________________________________________________________
 FB1324* NAD 83(1986)-  35 51 05.     (N)    083 06 01.     (W)     SCALED    
 FB1324* NAVD 88     -       519.53   (+/-2cm)    1704.5    (feet)  VERTCON   
 FB1324  ___________________________________________________________________
 FB1324  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1324
 FB1324  VERT ORDER  -  ? (See Below)
 FB1324
 FB1324.The horizontal coordinates were scaled from a topographic map and have
 FB1324.an estimated accuracy of +/- 6 seconds.
 FB1324
 FB1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1324.The vertical order pertains to the NGVD 29 superseded value.
 FB1324
 FB1324.The geoid height was determined by GEOID03.
 FB1324
 FB1324;                    North         East    Units  Estimated Accuracy
 FB1324;SPC TN       -   172,310.      861,890.      MT  (+/- 180 meters Scaled)
 FB1324
 FB1324                          SUPERSEDED SURVEY CONTROL
 FB1324
 FB1324  NGVD 29 (??/??/92)  519.673  (m)         1704.96   (f) ADJ UNCH    ?  
 FB1324
 FB1324.Superseded values are not recommended for survey control.
 FB1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1324.See file dsdata.txt to determine how the superseded data were derived.
 FB1324
 FB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV103695(NAD 83)
 FB1324_MARKER: DB = BENCH MARK DISK
 FB1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1324_STAMPING: A 125 1935
 FB1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1324+STABILITY: SURFACE MOTION
 FB1324
 FB1324  HISTORY     - Date     Condition        Report By
 FB1324  HISTORY     - 1935     MONUMENTED       CGS
 FB1324  HISTORY     - 1949     GOOD             NGS
 FB1324
 FB1324                          STATION DESCRIPTION
 FB1324
 FB1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1324'11.2 MI SW FROM DEL RIO.
 FB1324'11.2 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM THE
 FB1324'JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO, COCKE
 FB1324'COUNTY, 0.6 MILE SOUTHEAST ALONG THE RAVEN BRANCH ROAD, AT RAVEN
 FB1324'BRANCH, AT A FOUR-ROAD INTERSECTION (THE CRIPPLE CREEK ROAD, THE
 FB1324'RAVEN BRANCH ROAD, THE SOL MESSER ROAD, AND THE BIG CREEK ROAD),
 FB1324'58 FEET EAST AND 17 FEET NORTHEAST OF THE INTERSECTION, ON THE
 FB1324'PROPERTY OF ROSCOE RAWLINS, 54.7 FEET EAST OF THE SOUTHEAST
 FB1324'CORNER OF THE RAWLINS STORE, 37 FEET NORTHEAST OF THE NORTHEAST
 FB1324'CORNER OF A MILL, 21 FEET WEST OF THE HOUSE, 5 FEET NORTH OF A
 FB1324'GATE, AND 2 FEET WEST OF THE YARD FENCE.  A STANDARD DISK,
 FB1324'STAMPED A 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0953 ***********************************************************************
 FB0953  DESIGNATION -  A 126
 FB0953  PID         -  FB0953
 FB0953  STATE/COUNTY-  TN/COCKE
 FB0953  USGS QUAD   -  LEMON GAP (1976)
 FB0953
 FB0953                         *CURRENT SURVEY CONTROL
 FB0953  ___________________________________________________________________
 FB0953* NAD 83(1986)-  35 46 33.     (N)    082 59 42.     (W)     SCALED    
 FB0953* NAVD 88     -      1054.04   (+/-2cm)    3458.1    (feet)  VERTCON   
 FB0953  ___________________________________________________________________
 FB0953  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB0953
 FB0953  VERT ORDER  -  ? (See Below)
 FB0953
 FB0953.The horizontal coordinates were scaled from a topographic map and have
 FB0953.an estimated accuracy of +/- 6 seconds.
 FB0953
 FB0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0953.The vertical order pertains to the NGVD 29 superseded value.
 FB0953
 FB0953.The geoid height was determined by GEOID03.
 FB0953
 FB0953;                    North         East    Units  Estimated Accuracy
 FB0953;SPC TN       -   164,220.      871,650.      MT  (+/- 180 meters Scaled)
 FB0953
 FB0953                          SUPERSEDED SURVEY CONTROL
 FB0953
 FB0953  NGVD 29 (??/??/92) 1054.118  (m)         3458.39   (f) ADJ UNCH    ?  
 FB0953
 FB0953.Superseded values are not recommended for survey control.
 FB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0953.See file dsdata.txt to determine how the superseded data were derived.
 FB0953
 FB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV196609(NAD 83)
 FB0953_MARKER: DB = BENCH MARK DISK
 FB0953_SETTING: 66 = SET IN ROCK OUTCROP
 FB0953_SP_SET: ROCK OUTCROP
 FB0953_STAMPING: A 126 1935
 FB0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0953+STABILITY: POSITION/ELEVATION WELL
 FB0953
 FB0953  HISTORY     - Date     Condition        Report By
 FB0953  HISTORY     - 1935     MONUMENTED       CGS
 FB0953  HISTORY     - 1938     GOOD             TVA
 FB0953
 FB0953                          STATION DESCRIPTION
 FB0953
 FB0953'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0953'0.3 MI NE FROM BROWN GAP.
 FB0953'IN COOKE COUNTY, TENNESSEE, 0.3 MILE NORTHEAST ALONG THE
 FB0953'NAILLON-BROWN GAP TRAIL FROM THE INTERSECTION OF THE APPALACHIAN
 FB0953'TRAIL AT BROWN GAP, HAYWOOD COUNTY, NORTH CAROLINA, 0.2 MILE
 FB0953'NORTHEAST OF A SHACK IN THE CLEARING, ON THE PROPERTY OF THE
 FB0953'CHAMPION FIBER CO., 275 FEET SOUTH OF A RAIL FENCE AND A CLEARING,
 FB0953'21.7 FEET NORTH OF A 16-INCH STUMP WITH A CROSS PAINTED ON IT,
 FB0953'13.2 FEET EAST OF A 36-INCH PAINTED OAK TREE STUMP, AT THE
 FB0953'CENTERLINE OF THE TRAIL, AND IN THE TOP OF A ROCK OUTCROP.  A
 FB0953'STANDARD DISK, STAMPED A 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2065 ***********************************************************************
 FB2065  DESIGNATION -  A 127
 FB2065  PID         -  FB2065
 FB2065  STATE/COUNTY-  TN/SEVIER
 FB2065  USGS QUAD   -  PIGEON FORGE (1970)
 FB2065
 FB2065                         *CURRENT SURVEY CONTROL
 FB2065  ___________________________________________________________________
 FB2065* NAD 83(1986)-  35 46 48.     (N)    083 32 56.     (W)     SCALED    
 FB2065* NAVD 88     -       314.154  (meters)    1030.69   (feet)  ADJUSTED  
 FB2065  ___________________________________________________________________
 FB2065  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB2065  DYNAMIC HT  -         313.854 (meters)    1029.70  (feet)  COMP
 FB2065  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FB2065
 FB2065  VERT ORDER  -  SECOND    CLASS 0
 FB2065
 FB2065.The horizontal coordinates were scaled from a topographic map and have
 FB2065.an estimated accuracy of +/- 6 seconds.
 FB2065
 FB2065.The orthometric height was determined by differential leveling
 FB2065.and adjusted by the National Geodetic Survey in June 1991..
 FB2065
 FB2065.The geoid height was determined by GEOID03.
 FB2065
 FB2065.The dynamic height is computed by dividing the NAVD 88
 FB2065.geopotential number by the normal gravity value computed on the
 FB2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2065.degrees latitude (g = 980.6199 gals.).
 FB2065
 FB2065.The modeled gravity was interpolated from observed gravity values.
 FB2065
 FB2065;                    North         East    Units  Estimated Accuracy
 FB2065;SPC TN       -   163,280.      821,580.      MT  (+/- 180 meters Scaled)
 FB2065
 FB2065                          SUPERSEDED SURVEY CONTROL
 FB2065
 FB2065  NGVD 29 (??/??/92)  314.279  (m)         1031.10   (f) ADJ UNCH    2 0
 FB2065
 FB2065.Superseded values are not recommended for survey control.
 FB2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2065.See file dsdata.txt to determine how the superseded data were derived.
 FB2065
 FB2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV696625(NAD 83)
 FB2065_MARKER: DB = BENCH MARK DISK
 FB2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2065_STAMPING: A 127 1935
 FB2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2065+STABILITY: SURFACE MOTION
 FB2065
 FB2065  HISTORY     - Date     Condition        Report By
 FB2065  HISTORY     - 1935     MONUMENTED       CGS
 FB2065  HISTORY     - 1949     GOOD             NGS
 FB2065  HISTORY     - 1972     GOOD             TVA
 FB2065
 FB2065                          STATION DESCRIPTION
 FB2065
 FB2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2065'0.7 MI SE FROM PIGEON FORGE.
 FB2065'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE POST OFFICE
 FB2065'AT PIGEON FORGE, 100 FEET SOUTHEAST OF THE SAM ROBERTSON HOUSE,
 FB2065'80 FEET NORTHWEST OF THE JUNCTION OF THE MILL CREEK ROAD, 75
 FB2065'FEET SOUTHWEST OF WEST FORK LITTLE PIGEON RIVER, 22 FEET SOUTHWEST
 FB2065'OF THE HIGHWAY, 34.5 FEET NORTH OF THE SOUTHWEST CORNER OF A
 FB2065'FRAME SHACK, 12.2 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE
 FB2065'265, AND 8 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 FB2065'STAMPED A 127 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FB2065'MARK IS 21 FT. NE FROM TWIN 20 INCH WALNUT TREE, 30.8 FT SE OF A
 FB2065'20 INCH KATALPA TREE, 12.5 FT E OF POWER POLE.  MONUMENT IS BACK
 FB2065'OF LAMPLIGHTER INN BETWEEN SWIMMING POOL AND OLD HWY. 71.
 FB2065
 FB2065                          STATION RECOVERY (1972)
 FB2065
 FB2065'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1788 ***********************************************************************
 GA1788  DESIGNATION -  A 129
 GA1788  PID         -  GA1788
 GA1788  STATE/COUNTY-  TN/HAMBLEN
 GA1788  USGS QUAD   -  MORRISTOWN (1979)
 GA1788
 GA1788                         *CURRENT SURVEY CONTROL
 GA1788  ___________________________________________________________________
 GA1788* NAD 83(1986)-  36 12 18.     (N)    083 17 18.     (W)     SCALED    
 GA1788* NAVD 88     -       401.214  (meters)    1316.32   (feet)  ADJUSTED  
 GA1788  ___________________________________________________________________
 GA1788  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1788  DYNAMIC HT  -         400.843 (meters)    1315.10  (feet)  COMP
 GA1788  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA1788
 GA1788  VERT ORDER  -  FIRST     CLASS I
 GA1788
 GA1788.The horizontal coordinates were scaled from a topographic map and have
 GA1788.an estimated accuracy of +/- 6 seconds.
 GA1788
 GA1788.The orthometric height was determined by differential leveling
 GA1788.and adjusted by the National Geodetic Survey in June 1991..
 GA1788
 GA1788.The geoid height was determined by GEOID03.
 GA1788
 GA1788.The dynamic height is computed by dividing the NAVD 88
 GA1788.geopotential number by the normal gravity value computed on the
 GA1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1788.degrees latitude (g = 980.6199 gals.).
 GA1788
 GA1788.The modeled gravity was interpolated from observed gravity values.
 GA1788
 GA1788;                    North         East    Units  Estimated Accuracy
 GA1788;SPC TN       -   211,040.      843,820.      MT  (+/- 180 meters Scaled)
 GA1788
 GA1788                          SUPERSEDED SURVEY CONTROL
 GA1788
 GA1788  NGVD 29 (??/??/92)  401.343  (m)         1316.74   (f) ADJ UNCH    1 1
 GA1788
 GA1788.Superseded values are not recommended for survey control.
 GA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1788.See file dsdata.txt to determine how the superseded data were derived.
 GA1788
 GA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA942091(NAD 83)
 GA1788_MARKER: DB = BENCH MARK DISK
 GA1788_SETTING: 66 = SET IN ROCK OUTCROP
 GA1788_SP_SET: ROCK OUTCROP
 GA1788_STAMPING: A 129 1935
 GA1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1788+STABILITY: POSITION/ELEVATION WELL
 GA1788
 GA1788  HISTORY     - Date     Condition        Report By
 GA1788  HISTORY     - 1935     MONUMENTED       CGS
 GA1788  HISTORY     - 1967     GOOD             NGS
 GA1788
 GA1788                          STATION DESCRIPTION
 GA1788
 GA1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1788'0.7 MI SE FROM MORRISTOWN.
 GA1788'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1788'STATION POST OFFICE AT MORRISTOWN, THENCE 0.6 MILE SOUTHEAST ALONG
 GA1788'THE SOUTHERN RAILWAY COMPANY RAILROAD, 0.15 MILE SOUTHWEST OF THE
 GA1788'MAIN POST OFFICE AT MORRISTOWN, 144 FEET SOUTH OF THE CENTER OF
 GA1788'THE CROSSING OF THE RAILROAD AND SUNRISE AVENUE, 15 FEET WEST
 GA1788'OF THE WEST RAIL OF THE TRACK, SET IN THE TOP OF A 3- X 9-FOOT
 GA1788'ROCK OUTCROP, 18 FEET NORTHEAST OF A 26-INCH MAPLE TREE, ABOUT
 GA1788'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET
 GA1788'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0763 ***********************************************************************
 GD0763  DESIGNATION -  A 13
 GD0763  PID         -  GD0763
 GD0763  STATE/COUNTY-  TN/LAKE
 GD0763  USGS QUAD   -  TIPTONVILLE (1981)
 GD0763
 GD0763                         *CURRENT SURVEY CONTROL
 GD0763  ___________________________________________________________________
 GD0763* NAD 83(1986)-  36 22 42.     (N)    089 29 01.     (W)     SCALED    
 GD0763* NAVD 88     -        90.600  (meters)     297.24   (feet)  ADJUSTED  
 GD0763  ___________________________________________________________________
 GD0763  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0763  DYNAMIC HT  -          90.527 (meters)     297.00  (feet)  COMP
 GD0763  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GD0763
 GD0763  VERT ORDER  -  FIRST     CLASS I
 GD0763
 GD0763.The horizontal coordinates were scaled from a topographic map and have
 GD0763.an estimated accuracy of +/- 6 seconds.
 GD0763
 GD0763.The orthometric height was determined by differential leveling
 GD0763.and adjusted by the National Geodetic Survey in June 1991..
 GD0763
 GD0763.The geoid height was determined by GEOID03.
 GD0763
 GD0763.The dynamic height is computed by dividing the NAVD 88
 GD0763.geopotential number by the normal gravity value computed on the
 GD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0763.degrees latitude (g = 980.6199 gals.).
 GD0763
 GD0763.The modeled gravity was interpolated from observed gravity values.
 GD0763
 GD0763;                    North         East    Units  Estimated Accuracy
 GD0763;SPC TN       -   232,460.      287,480.      MT  (+/- 180 meters Scaled)
 GD0763
 GD0763                          SUPERSEDED SURVEY CONTROL
 GD0763
 GD0763  NGVD 29 (??/??/??)   90.548  (m)          297.07   (f) ADJUSTED    1 1
 GD0763
 GD0763.Superseded values are not recommended for survey control.
 GD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0763.See file dsdata.txt to determine how the superseded data were derived.
 GD0763
 GD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF772287(NAD 83)
 GD0763_MARKER: DB = BENCH MARK DISK
 GD0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0763_STAMPING: A 13 1935
 GD0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0763+STABILITY: SURFACE MOTION
 GD0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0763+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0763
 GD0763  HISTORY     - Date     Condition        Report By
 GD0763  HISTORY     - 1935     MONUMENTED       CGS
 GD0763  HISTORY     - 1974     GOOD             NGS
 GD0763  HISTORY     - 20020801 GOOD             USACE
 GD0763
 GD0763                          STATION DESCRIPTION
 GD0763
 GD0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0763'IN TIPTONVILLE.
 GD0763'AT TIPTONVILLE, AT THE COURTHOUSE, 8.8 FEET SOUTH OF THE SOUTH CURB OF
 GD0763'CHURCH STREET, 19.6 FEET WEST OF THE WEST EDGE OF THE NORTH WALKWAY TO
 GD0763'THE NORTH ENTRANCE TO COURTHOUSE, 56.5 FEET NORTH OF THE NORTHWEST
 GD0763'CORNER OF COURTHOUSE, 0.3 FOOT ABOVE SIDEWALK AND IN THE TOP OF A
 GD0763'CONCRETE POST PROJECTING 0.3 FOOT.
 GD0763
 GD0763                          STATION RECOVERY (2002)
 GD0763
 GD0763'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2210 ***********************************************************************
 GA2210  DESIGNATION -  A 130
 GA2210  PID         -  GA2210
 GA2210  STATE/COUNTY-  TN/JEFFERSON
 GA2210  USGS QUAD   -  MASCOT (1987)
 GA2210
 GA2210                         *CURRENT SURVEY CONTROL
 GA2210  ___________________________________________________________________
 GA2210* NAD 83(1986)-  36 03 47.     (N)    083 41 28.     (W)     SCALED    
 GA2210* NAVD 88     -       273.811  (meters)     898.33   (feet)  ADJUSTED  
 GA2210  ___________________________________________________________________
 GA2210  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2210  DYNAMIC HT  -         273.559 (meters)     897.50  (feet)  COMP
 GA2210  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GA2210
 GA2210  VERT ORDER  -  FIRST     CLASS I
 GA2210
 GA2210.The horizontal coordinates were scaled from a topographic map and have
 GA2210.an estimated accuracy of +/- 6 seconds.
 GA2210
 GA2210.The orthometric height was determined by differential leveling
 GA2210.and adjusted by the National Geodetic Survey in June 1991..
 GA2210
 GA2210.The geoid height was determined by GEOID03.
 GA2210
 GA2210.The dynamic height is computed by dividing the NAVD 88
 GA2210.geopotential number by the normal gravity value computed on the
 GA2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2210.degrees latitude (g = 980.6199 gals.).
 GA2210
 GA2210.The modeled gravity was interpolated from observed gravity values.
 GA2210
 GA2210;                    North         East    Units  Estimated Accuracy
 GA2210;SPC TN       -   194,370.      807,980.      MT  (+/- 180 meters Scaled)
 GA2210
 GA2210                          SUPERSEDED SURVEY CONTROL
 GA2210
 GA2210  NGVD 29 (??/??/92)  273.938  (m)          898.74   (f) ADJ UNCH    1 1
 GA2210
 GA2210.Superseded values are not recommended for survey control.
 GA2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2210.See file dsdata.txt to determine how the superseded data were derived.
 GA2210
 GA2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV576942(NAD 83)
 GA2210_MARKER: DB = BENCH MARK DISK
 GA2210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2210_SP_SET: BRIDGE
 GA2210_STAMPING: A 130 1936
 GA2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2210
 GA2210  HISTORY     - Date     Condition        Report By
 GA2210  HISTORY     - 1936     MONUMENTED       CGS
 GA2210  HISTORY     - 1967     GOOD             NGS
 GA2210
 GA2210                          STATION DESCRIPTION
 GA2210
 GA2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2210'AT STRAWBERRY PLAINS.
 GA2210'AT STRAWBERRY PLAINS, ABOUT 0.3 MILE NORTHWEST ALONG HAMILTON ROAD
 GA2210'AND THE SOUTHERN RAILWAY FROM THE POST OFFICE, SET ON THE TOP
 GA2210'OF THE SOUTH END OF THE EAST ABUTMENT OF THE RAILWAY BRIDGE OVER
 GA2210'BIG BEN ROAD AND HOLSTON RIVER, 6.8 FEET SOUTH OF THE SOUTH RAIL
 GA2210'OF THE EASTBOUND TRACK AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0020 ***********************************************************************
 FC0020  DESIGNATION -  A 131
 FC0020  PID         -  FC0020
 FC0020  STATE/COUNTY-  TN/MONROE
 FC0020  USGS QUAD   -  PHILADELPHIA (1974)
 FC0020
 FC0020                         *CURRENT SURVEY CONTROL
 FC0020  ___________________________________________________________________
 FC0020* NAD 83(1986)-  35 38 00.     (N)    084 26 25.     (W)     SCALED    
 FC0020* NAVD 88     -       270.994  (meters)     889.09   (feet)  ADJUSTED  
 FC0020  ___________________________________________________________________
 FC0020  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0020  DYNAMIC HT  -         270.733 (meters)     888.23  (feet)  COMP
 FC0020  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FC0020
 FC0020  VERT ORDER  -  FIRST     CLASS I
 FC0020
 FC0020.The horizontal coordinates were scaled from a topographic map and have
 FC0020.an estimated accuracy of +/- 6 seconds.
 FC0020
 FC0020.The orthometric height was determined by differential leveling
 FC0020.and adjusted by the National Geodetic Survey in June 1991..
 FC0020
 FC0020.The geoid height was determined by GEOID03.
 FC0020
 FC0020.The dynamic height is computed by dividing the NAVD 88
 FC0020.geopotential number by the normal gravity value computed on the
 FC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0020.degrees latitude (g = 980.6199 gals.).
 FC0020
 FC0020.The modeled gravity was interpolated from observed gravity values.
 FC0020
 FC0020;                    North         East    Units  Estimated Accuracy
 FC0020;SPC TN       -   145,360.      741,270.      MT  (+/- 180 meters Scaled)
 FC0020
 FC0020                          SUPERSEDED SURVEY CONTROL
 FC0020
 FC0020  NGVD 29 (??/??/92)  271.073  (m)          889.35   (f) ADJ UNCH    1 1
 FC0020
 FC0020.Superseded values are not recommended for survey control.
 FC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0020.See file dsdata.txt to determine how the superseded data were derived.
 FC0020
 FC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE317462(NAD 83)
 FC0020_MARKER: DB = BENCH MARK DISK
 FC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0020_STAMPING: A 131 1936
 FC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0020+STABILITY: SURFACE MOTION
 FC0020
 FC0020  HISTORY     - Date     Condition        Report By
 FC0020  HISTORY     - 1936     MONUMENTED       CGS
 FC0020  HISTORY     - 1968     GOOD             NGS
 FC0020
 FC0020                          STATION DESCRIPTION
 FC0020
 FC0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0020'2.9 MI NE FROM SWEETWATER.
 FC0020'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0020'STATION AT SWEETWATER, ABOUT 0.55 MILE NORTHEAST OF THE U.S.
 FC0020'HIGHWAY 11 OVERPASS OVER THE TRACK, ABOUT 0.2 MILE SOUTH OF
 FC0020'MILEPOST 169, 39 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD
 FC0020'(GRAVELED) CROSSING, 26.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0020'34 FEET NORTHEAST OF A POWER POLE, 28 FEET SOUTHWEST OF THE CENTER
 FC0020'LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 FC0020'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 FC0020'A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2271 ***********************************************************************
 GA2271  DESIGNATION -  A 132
 GA2271  PID         -  GA2271
 GA2271  STATE/COUNTY-  TN/UNION
 GA2271  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2271
 GA2271                         *CURRENT SURVEY CONTROL
 GA2271  ___________________________________________________________________
 GA2271* NAD 83(1986)-  36 13 42.     (N)    083 55 17.     (W)     SCALED    
 GA2271* NAVD 88     -       367.770  (meters)    1206.59   (feet)  ADJUSTED  
 GA2271  ___________________________________________________________________
 GA2271  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2271  DYNAMIC HT  -         367.431 (meters)    1205.48  (feet)  COMP
 GA2271  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA2271
 GA2271  VERT ORDER  -  SECOND    CLASS 0
 GA2271
 GA2271.The horizontal coordinates were scaled from a topographic map and have
 GA2271.an estimated accuracy of +/- 6 seconds.
 GA2271
 GA2271.The orthometric height was determined by differential leveling
 GA2271.and adjusted by the National Geodetic Survey in June 1991..
 GA2271
 GA2271.The geoid height was determined by GEOID03.
 GA2271
 GA2271.The dynamic height is computed by dividing the NAVD 88
 GA2271.geopotential number by the normal gravity value computed on the
 GA2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2271.degrees latitude (g = 980.6199 gals.).
 GA2271
 GA2271.The modeled gravity was interpolated from observed gravity values.
 GA2271
 GA2271;                    North         East    Units  Estimated Accuracy
 GA2271;SPC TN       -   212,240.      786,850.      MT  (+/- 180 meters Scaled)
 GA2271
 GA2271                          SUPERSEDED SURVEY CONTROL
 GA2271
 GA2271  NGVD 29 (??/??/92)  367.871  (m)         1206.92   (f) ADJ UNCH    2 0
 GA2271
 GA2271.Superseded values are not recommended for survey control.
 GA2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2271.See file dsdata.txt to determine how the superseded data were derived.
 GA2271
 GA2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374132(NAD 83)
 GA2271_MARKER: DB = BENCH MARK DISK
 GA2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2271_STAMPING: A 132 1936
 GA2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2271+STABILITY: SURFACE MOTION
 GA2271
 GA2271  HISTORY     - Date     Condition        Report By
 GA2271  HISTORY     - 1936     MONUMENTED       CGS
 GA2271  HISTORY     - 1950     GOOD             NGS
 GA2271  HISTORY     - 1968     MARK NOT FOUND   TNDT
 GA2271
 GA2271                          STATION DESCRIPTION
 GA2271
 GA2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2271'AT NEW LOYSTON.
 GA2271'AT NEW LOYSTON, UNION COUNTY, ON THE HICKORY VALLEY ROAD, AT
 GA2271'THE INTERSECTION OF STATE HIGHWAY 61, AT VALLEY GROVE CHURCH,
 GA2271'IN THE CHURCHYARD, 89.3 FEET SOUTHWEST OF THE CENTER OF THE
 GA2271'ENTRANCE, 40.6 FEET WEST OF A 12-INCH OAK TREE, 40 FEET NORTH OF
 GA2271'THE CENTERLINE OF STATE HIGHWAY 61, OPPOSITE A WHITE HOUSE,
 GA2271'AND 4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED A 132 1936
 GA2271'AND SET IN THE TOP OF A CONCRETE POST.
 GA2271
 GA2271                          STATION RECOVERY (1968)
 GA2271
 GA2271'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA2271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2003 ***********************************************************************
 FB2003  DESIGNATION -  A 132
 FB2003  PID         -  FB2003
 FB2003  STATE/COUNTY-  TN/BLOUNT
 FB2003  USGS QUAD   -  MARYVILLE (1979)
 FB2003
 FB2003                         *CURRENT SURVEY CONTROL
 FB2003  ___________________________________________________________________
 FB2003* NAD 83(1986)-  35 45 24.     (N)    083 58 14.     (W)     SCALED    
 FB2003* NAVD 88     -       286.450  (meters)     939.79   (feet)  ADJUSTED  
 FB2003  ___________________________________________________________________
 FB2003  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB2003  DYNAMIC HT  -         286.180 (meters)     938.91  (feet)  COMP
 FB2003  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB2003
 FB2003  VERT ORDER  -  FIRST     CLASS II
 FB2003
 FB2003.The horizontal coordinates were scaled from a topographic map and have
 FB2003.an estimated accuracy of +/- 6 seconds.
 FB2003
 FB2003.The orthometric height was determined by differential leveling
 FB2003.and adjusted by the National Geodetic Survey in June 1991..
 FB2003
 FB2003.The geoid height was determined by GEOID03.
 FB2003
 FB2003.The dynamic height is computed by dividing the NAVD 88
 FB2003.geopotential number by the normal gravity value computed on the
 FB2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2003.degrees latitude (g = 980.6199 gals.).
 FB2003
 FB2003.The modeled gravity was interpolated from observed gravity values.
 FB2003
 FB2003;                    North         East    Units  Estimated Accuracy
 FB2003;SPC TN       -   159,820.      783,520.      MT  (+/- 180 meters Scaled)
 FB2003
 FB2003                          SUPERSEDED SURVEY CONTROL
 FB2003
 FB2003  NGVD 29 (12/12/91)  286.570  (m)          940.19   (f) ADJUSTED    1 2
 FB2003
 FB2003.Superseded values are not recommended for survey control.
 FB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2003.See file dsdata.txt to determine how the superseded data were derived.
 FB2003
 FB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV314610(NAD 83)
 FB2003_MARKER: DB = BENCH MARK DISK
 FB2003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2003_SP_SET: BUILDING
 FB2003_STAMPING: A 132 1935
 FB2003_MARK LOGO: CGS   
 FB2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2003
 FB2003  HISTORY     - Date     Condition        Report By
 FB2003  HISTORY     - 1935     MONUMENTED       CGS
 FB2003  HISTORY     - 1983     GOOD             NGS
 FB2003
 FB2003                          STATION DESCRIPTION
 FB2003
 FB2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2003'AT MARYVILLE.
 FB2003'AT MARYVILLE, IN THE WALL OF THE POST OFFICE, AND 6 FEET NORTH OF
 FB2003'THE ENTRANCE.  A STANDARD DISK, STAMPED A 132 1935 AND SET
 FB2003'VERTICALLY.
 FB2003
 FB2003                          STATION RECOVERY (1983)
 FB2003
 FB2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2706 ***********************************************************************
 GA2706  DESIGNATION -  A 133
 GA2706  PID         -  GA2706
 GA2706  STATE/COUNTY-  TN/CLAIBORNE
 GA2706  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2706
 GA2706                         *CURRENT SURVEY CONTROL
 GA2706  ___________________________________________________________________
 GA2706* NAD 83(1986)-  36 31 34.     (N)    083 42 47.     (W)     SCALED    
 GA2706* NAVD 88     -       366.797  (meters)    1203.40   (feet)  ADJUSTED  
 GA2706  ___________________________________________________________________
 GA2706  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA2706  DYNAMIC HT  -         366.471 (meters)    1202.33  (feet)  COMP
 GA2706  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GA2706
 GA2706  VERT ORDER  -  SECOND    CLASS 0
 GA2706
 GA2706.The horizontal coordinates were scaled from a topographic map and have
 GA2706.an estimated accuracy of +/- 6 seconds.
 GA2706
 GA2706.The orthometric height was determined by differential leveling
 GA2706.and adjusted by the National Geodetic Survey in June 1991..
 GA2706
 GA2706.The geoid height was determined by GEOID03.
 GA2706
 GA2706.The dynamic height is computed by dividing the NAVD 88
 GA2706.geopotential number by the normal gravity value computed on the
 GA2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2706.degrees latitude (g = 980.6199 gals.).
 GA2706
 GA2706.The modeled gravity was interpolated from observed gravity values.
 GA2706
 GA2706;                    North         East    Units  Estimated Accuracy
 GA2706;SPC TN       -   245,690.      804,810.      MT  (+/- 180 meters Scaled)
 GA2706
 GA2706                          SUPERSEDED SURVEY CONTROL
 GA2706
 GA2706  NGVD 29 (??/??/92)  366.943  (m)         1203.88   (f) ADJ UNCH    2 0
 GA2706
 GA2706.Superseded values are not recommended for survey control.
 GA2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2706.See file dsdata.txt to determine how the superseded data were derived.
 GA2706
 GA2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA570457(NAD 83)
 GA2706_MARKER: DD = SURVEY DISK
 GA2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2706_STAMPING: A 133 1936
 GA2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2706+STABILITY: SURFACE MOTION
 GA2706
 GA2706  HISTORY     - Date     Condition        Report By
 GA2706  HISTORY     - 1936     MONUMENTED       TVA
 GA2706  HISTORY     - 1965     GOOD             NGS
 GA2706
 GA2706                          STATION DESCRIPTION
 GA2706
 GA2706'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2706'3.2 MI W FROM ARTHUR.
 GA2706'3.2 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2706'STATION AT ARTHUR, CLAIBORNE COUNTY, 1.5 MILES WEST OF A BRIDGE
 GA2706'OVER GAP CREEK, 1.3 MILES EAST OF THE BRUCE MAIL EXCHANGE,
 GA2706'OPPOSITE A SMALL FRAME SCHOOLHOUSE, ON THE PROPERTY OF W.G. KECK,
 GA2706'20 YARDS SOUTH OF THE PORCH OF THE HOUSE, 11 YARDS NORTH OF THE
 GA2706'CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF THE CENTERLINE OF A
 GA2706'DRIVEWAY, 12 FEET NORTH OF A FENCE CORNER, AT THE FENCE, AND LEVEL
 GA2706'WITH THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA2706'STAMPED A 133 1936 AND SET IN THE TOP OF A CONCRETE POST.
 GA2706
 GA2706                          STATION RECOVERY (1965)
 GA2706
 GA2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0917 ***********************************************************************
 FE0917  DESIGNATION -  A 135
 FE0917  PID         -  FE0917
 FE0917  STATE/COUNTY-  TN/DYER
 FE0917  USGS QUAD   -  FOWLKES (1983)
 FE0917
 FE0917                         *CURRENT SURVEY CONTROL
 FE0917  ___________________________________________________________________
 FE0917* NAD 83(1986)-  35 56 00.     (N)    089 23 21.     (W)     SCALED    
 FE0917* NAVD 88     -        84.082  (meters)     275.86   (feet)  ADJUSTED  
 FE0917  ___________________________________________________________________
 FE0917  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0917  DYNAMIC HT  -          84.011 (meters)     275.63  (feet)  COMP
 FE0917  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FE0917
 FE0917  VERT ORDER  -  FIRST     CLASS I
 FE0917
 FE0917.The horizontal coordinates were scaled from a topographic map and have
 FE0917.an estimated accuracy of +/- 6 seconds.
 FE0917
 FE0917.The orthometric height was determined by differential leveling
 FE0917.and adjusted by the National Geodetic Survey in June 1991..
 FE0917
 FE0917.The geoid height was determined by GEOID03.
 FE0917
 FE0917.The dynamic height is computed by dividing the NAVD 88
 FE0917.geopotential number by the normal gravity value computed on the
 FE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0917.degrees latitude (g = 980.6199 gals.).
 FE0917
 FE0917.The modeled gravity was interpolated from observed gravity values.
 FE0917
 FE0917;                    North         East    Units  Estimated Accuracy
 FE0917;SPC TN       -   182,810.      294,240.      MT  (+/- 180 meters Scaled)
 FE0917
 FE0917                          SUPERSEDED SURVEY CONTROL
 FE0917
 FE0917  NGVD 29 (??/??/??)   84.020  (m)          275.66   (f) ADJUSTED    1 1
 FE0917
 FE0917.Superseded values are not recommended for survey control.
 FE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0917.See file dsdata.txt to determine how the superseded data were derived.
 FE0917
 FE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE844791(NAD 83)
 FE0917_MARKER: DB = BENCH MARK DISK
 FE0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0917_SP_SET: BRIDGE
 FE0917_STAMPING: A 135 1957
 FE0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0917+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0917
 FE0917  HISTORY     - Date     Condition        Report By
 FE0917  HISTORY     - 1957     MONUMENTED       CGS
 FE0917  HISTORY     - 1974     GOOD             NGS
 FE0917  HISTORY     - 20020804 POOR             USACE
 FE0917
 FE0917                          STATION DESCRIPTION
 FE0917
 FE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0917'2.4 MI S FROM FOWLKES.
 FE0917'ABOUT 2.35 MILES SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0917'BAPTIST CHURCH AT FOWLKES, ABOUT 0.15 MILE SOUTH OF THE JUNCTION
 FE0917'OF A PAVED ROAD CROSSING TRACKS EAST, IN THE NORTH END OF THE
 FE0917'WEST CONCRETE HEADWALL OF A 120-FOOT RAILROAD BRIDGE OVER A BRANCH
 FE0917'OF THE SOUTH FORK OF FORKED DEER RIVER, 5 RAILS NORTH OF MILEPOST
 FE0917'321, ABOUT 40 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 4.1
 FE0917'FEET WEST OF THE WEST RAIL AND 1.5 FEET BELOW LEVEL OF THE RAIL.
 FE0917
 FE0917                          STATION RECOVERY (2002)
 FE0917
 FE0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0917'MONUMENT IS COVERED BY CROSSTIES SERVING AS RETAINING WALL. MONUMENT
 FE0917'IS VISIBLE THROUGH CRACK BETWEEN HEADWALL AND CROSSTIES, BUT NOT
 FE0917'USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0792 ***********************************************************************
 GD0792  DESIGNATION -  A 14 RESET
 GD0792  PID         -  GD0792
 GD0792  STATE/COUNTY-  TN/OBION
 GD0792  USGS QUAD   -  UNION CITY (1980)
 GD0792
 GD0792                         *CURRENT SURVEY CONTROL
 GD0792  ___________________________________________________________________
 GD0792* NAD 83(1986)-  36 24 24.     (N)    089 00 22.     (W)     SCALED    
 GD0792* NAVD 88     -       103.41   (+/-2cm)     339.3    (feet)  VERTCON   
 GD0792  ___________________________________________________________________
 GD0792  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0792
 GD0792  VERT ORDER  -  THIRD (See Below)
 GD0792
 GD0792.The horizontal coordinates were scaled from a topographic map and have
 GD0792.an estimated accuracy of +/- 6 seconds.
 GD0792
 GD0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0792.The vertical order pertains to the NGVD 29 superseded value.
 GD0792
 GD0792.The geoid height was determined by GEOID03.
 GD0792
 GD0792;                    North         East    Units  Estimated Accuracy
 GD0792;SPC TN       -   234,180.      330,400.      MT  (+/- 180 meters Scaled)
 GD0792
 GD0792                          SUPERSEDED SURVEY CONTROL
 GD0792
 GD0792  NGVD 29 (??/??/??)  103.41   (m)          339.3    (f) RESET       3  
 GD0792
 GD0792.Superseded values are not recommended for survey control.
 GD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0792.See file dsdata.txt to determine how the superseded data were derived.
 GD0792
 GD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF201309(NAD 83)
 GD0792_MARKER: DB = BENCH MARK DISK
 GD0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0792_STAMPING: A 14 1935 RESET 1965
 GD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0792+STABILITY: SURFACE MOTION
 GD0792
 GD0792  HISTORY     - Date     Condition        Report By
 GD0792  HISTORY     - 1965     MONUMENTED       CGS
 GD0792
 GD0792                          STATION DESCRIPTION
 GD0792
 GD0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GD0792'3.2 MI E FROM UNION CITY.
 GD0792'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 22 FROM THE OBION
 GD0792'COURT HOUSE IN UNION CITY, ABOUT 0.5 MILES SOUTH OF THE CROSSINGS
 GD0792'OF THE ILLINOIS CENTRAL RAILROAD AND THE NASHVILLE, CHATTANOOGA
 GD0792'AND ST. LOUIS RAILWAY AT THE GIBBS SIDING.  THE MARK IS ALONG
 GD0792'THE NORTHEAST RIGHT-OF-WAY OF STATE RTE. 22, 158 FEET NORTHWEST
 GD0792'FROM THE RAILROAD OVERPASS, 26 FEET NORTHEAST FROM THE
 GD0792'APPROXIMATE CENTER OF STATE RTE. 22, 3 FEET WEST FROM UTILITY
 GD0792'POLE NO. 1, AND 1.6 FEET EAST FROM A METAL WITNESS POST AND SIGN,
 GD0792'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD0792'PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1761 ***********************************************************************
 FB1761  DESIGNATION -  A 142
 FB1761  PID         -  FB1761
 FB1761  STATE/COUNTY-  TN/BLOUNT
 FB1761  USGS QUAD   -  MARYVILLE (1979)
 FB1761
 FB1761                         *CURRENT SURVEY CONTROL
 FB1761  ___________________________________________________________________
 FB1761* NAD 83(1986)-  35 49 08.     (N)    083 58 16.     (W)     SCALED    
 FB1761* NAVD 88     -       267.368  (meters)     877.19   (feet)  ADJUSTED  
 FB1761  ___________________________________________________________________
 FB1761  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1761  DYNAMIC HT  -         267.118 (meters)     876.37  (feet)  COMP
 FB1761  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FB1761
 FB1761  VERT ORDER  -  SECOND    CLASS 0
 FB1761
 FB1761.The horizontal coordinates were scaled from a topographic map and have
 FB1761.an estimated accuracy of +/- 6 seconds.
 FB1761
 FB1761.The orthometric height was determined by differential leveling
 FB1761.and adjusted by the National Geodetic Survey in June 1991..
 FB1761
 FB1761.The geoid height was determined by GEOID03.
 FB1761
 FB1761.The dynamic height is computed by dividing the NAVD 88
 FB1761.geopotential number by the normal gravity value computed on the
 FB1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1761.degrees latitude (g = 980.6199 gals.).
 FB1761
 FB1761.The modeled gravity was interpolated from observed gravity values.
 FB1761
 FB1761;                    North         East    Units  Estimated Accuracy
 FB1761;SPC TN       -   166,720.      783,330.      MT  (+/- 180 meters Scaled)
 FB1761
 FB1761                          SUPERSEDED SURVEY CONTROL
 FB1761
 FB1761  NGVD 29 (??/??/92)  267.494  (m)          877.60   (f) ADJ UNCH    2 0
 FB1761
 FB1761.Superseded values are not recommended for survey control.
 FB1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1761.See file dsdata.txt to determine how the superseded data were derived.
 FB1761
 FB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315679(NAD 83)
 FB1761_MARKER: DB = BENCH MARK DISK
 FB1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1761_SP_SET: CULVERT
 FB1761_STAMPING: A 142 1959
 FB1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1761
 FB1761  HISTORY     - Date     Condition        Report By
 FB1761  HISTORY     - 1959     MONUMENTED       CGS
 FB1761  HISTORY     - 1983     GOOD             NGS
 FB1761
 FB1761                          STATION DESCRIPTION
 FB1761
 FB1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FB1761'1.1 MI NE FROM KNOXVILLE.
 FB1761'ABOUT 1.1 MILES NORTHEAST OF THE TERMINAL BUILDING, ON THE
 FB1761'SOUTHERLY SIDE OF CUSICK ROAD, 0.9 MILE NORTHEAST OF ITS JUNCTION
 FB1761'WITH STATE HIGHWAY 73, 259 FEET NORTHEAST OF THE CENTERLINE OF
 FB1761'THE ROAD SOUTHEAST TO ALCOA NORTH PLANT, 14 FEET SOUTHEAST OF THE
 FB1761'CENTERLINE OF CUSICK ROAD, IN THE STONE AND CONCRETE HEADWALL
 FB1761'OF A CULVERT, 3 FEET SOUTHWEST OF THE NORTHEAST END, AND ABOUT
 FB1761'6 INCHES BELOW ROAD LEVEL.
 FB1761
 FB1761                          STATION RECOVERY (1983)
 FB1761
 FB1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0515 ***********************************************************************
 GA0515  DESIGNATION -  A 144 RESET
 GA0515  PID         -  GA0515
 GA0515  STATE/COUNTY-  TN/SULLIVAN
 GA0515  USGS QUAD   -  BOONE DAM (1968)
 GA0515
 GA0515                         *CURRENT SURVEY CONTROL
 GA0515  ___________________________________________________________________
 GA0515* NAD 83(1986)-  36 28 54.     (N)    082 24 28.     (W)     SCALED    
 GA0515* NAVD 88     -       472.359  (meters)    1549.73   (feet)  ADJUSTED  
 GA0515  ___________________________________________________________________
 GA0515  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0515  DYNAMIC HT  -         471.921 (meters)    1548.29  (feet)  COMP
 GA0515  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA0515
 GA0515  VERT ORDER  -  THIRD
 GA0515
 GA0515.This mark is at Tri Cities Regional Airport (TRI)
 GA0515
 GA0515.The horizontal coordinates were scaled from a topographic map and have
 GA0515.an estimated accuracy of +/- 6 seconds.
 GA0515
 GA0515.The orthometric height was determined by differential leveling
 GA0515.and adjusted by the National Geodetic Survey in June 1991..
 GA0515
 GA0515.The geoid height was determined by GEOID03.
 GA0515
 GA0515.The dynamic height is computed by dividing the NAVD 88
 GA0515.geopotential number by the normal gravity value computed on the
 GA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0515.degrees latitude (g = 980.6199 gals.).
 GA0515
 GA0515.The modeled gravity was interpolated from observed gravity values.
 GA0515
 GA0515;                    North         East    Units  Estimated Accuracy
 GA0515;SPC TN       -   244,270.      921,840.      MT  (+/- 180 meters Scaled)
 GA0515
 GA0515                          SUPERSEDED SURVEY CONTROL
 GA0515
 GA0515  NGVD 29 (05/30/89)  472.499  (m)         1550.19   (f) ADJUSTED    3 0
 GA0515
 GA0515.Superseded values are not recommended for survey control.
 GA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0515.See file dsdata.txt to determine how the superseded data were derived.
 GA0515
 GA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA738382(NAD 83)
 GA0515_MARKER: DB = BENCH MARK DISK
 GA0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0515_SP_SET: HANDHOLE COVER
 GA0515_STAMPING: A 144 RESET 1967
 GA0515_MARK LOGO: CGS   
 GA0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0515+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1975
 GA0515
 GA0515  HISTORY     - Date     Condition        Report By
 GA0515  HISTORY     - 1967     MONUMENTED       CGS
 GA0515  HISTORY     - 1971     GOOD             NGS
 GA0515  HISTORY     - 19750512 GOOD             CGS
 GA0515
 GA0515                          STATION DESCRIPTION
 GA0515
 GA0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GA0515'IN HOLSTON.
 GA0515'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED
 GA0515'ON THE TRI-CITY AIRPORT, SULLIVAN COUNTY, TENNESSEE.  IT IS A
 GA0515'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER
 GA0515'OF THE 5 FOOT BY 6 FOOT DECK OF ELECTRIC CABLE HANDHOLE
 GA0515'DESIGNATED H.H. 22, 59.7 FEET NW OF A FIRE HYDRANT, 47.7 FEET NW
 GA0515'OF THE SW CORNER OF THE FAA AND WEATHER BUREAU BUILDING, 15.5
 GA0515'FEET SOUTH OF THE SOUTH CORNER OF THE ENTRANCE STEPS TO THIS BUILDING,
 GA0515'6 FEET NNE OF THE CENTER OF A SIDEWALK, 3.3 FEET NORTH OF THE
 GA0515'CENTER OF THE METAL HANDHOLE COVER, 0.4 FOOT ESE OF THE NW
 GA0515'EDGE OF THE CONCRETE DECK, AND 0.4 FOOT SSW OF THE NE EDGE
 GA0515'OF THE CONCRETE DECK.
 GA0515
 GA0515                          STATION RECOVERY (1975)
 GA0515
 GA0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 GA0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1207 ***********************************************************************
 FC1207  DESIGNATION -  A 15
 FC1207  PID         -  FC1207
 FC1207  STATE/COUNTY-  TN/RHEA
 FC1207  USGS QUAD   -  GRAYSVILLE (1990)
 FC1207
 FC1207                         *CURRENT SURVEY CONTROL
 FC1207  ___________________________________________________________________
 FC1207* NAD 83(1986)-  35 29 33.     (N)    085 00 27.     (W)     SCALED    
 FC1207* NAVD 88     -       210.501  (meters)     690.62   (feet)  ADJUSTED  
 FC1207  ___________________________________________________________________
 FC1207  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FC1207  DYNAMIC HT  -         210.301 (meters)     689.96  (feet)  COMP
 FC1207  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC1207
 FC1207  VERT ORDER  -  SECOND    CLASS 0
 FC1207
 FC1207.The horizontal coordinates were scaled from a topographic map and have
 FC1207.an estimated accuracy of +/- 6 seconds.
 FC1207
 FC1207.The orthometric height was determined by differential leveling
 FC1207.and adjusted by the National Geodetic Survey in June 1991..
 FC1207
 FC1207.The geoid height was determined by GEOID03.
 FC1207
 FC1207.The dynamic height is computed by dividing the NAVD 88
 FC1207.geopotential number by the normal gravity value computed on the
 FC1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1207.degrees latitude (g = 980.6199 gals.).
 FC1207
 FC1207.The modeled gravity was interpolated from observed gravity values.
 FC1207
 FC1207;                    North         East    Units  Estimated Accuracy
 FC1207;SPC TN       -   129,070.      690,050.      MT  (+/- 180 meters Scaled)
 FC1207
 FC1207                          SUPERSEDED SURVEY CONTROL
 FC1207
 FC1207  NGVD 29 (??/??/92)  210.579  (m)          690.87   (f) ADJ UNCH    2 0
 FC1207
 FC1207.Superseded values are not recommended for survey control.
 FC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1207.See file dsdata.txt to determine how the superseded data were derived.
 FC1207
 FC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE807294(NAD 83)
 FC1207_MARKER: DB = BENCH MARK DISK
 FC1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1207_STAMPING: A 15 1933
 FC1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1207+STABILITY: SURFACE MOTION
 FC1207
 FC1207  HISTORY     - Date     Condition        Report By
 FC1207  HISTORY     - 1933     MONUMENTED       CGS
 FC1207  HISTORY     - 1949     GOOD             NGS
 FC1207  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1207
 FC1207                          STATION DESCRIPTION
 FC1207
 FC1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1207'0.3 MI E FROM DAYTON.
 FC1207'0.3 MILE EAST ALONG STATE HIGHWAY 30 FROM THE COUNTY COURTHOUSE
 FC1207'AT DAYTON, RHEA COUNTY, AT THE EAST EDGE OF TOWN, ON THE OUTSIDE
 FC1207'OF A CURVE, 163 FEET SOUTHWEST OF THE WEST END OF A STEEL BRIDGE
 FC1207'OVER LITTLE RICHLAND CREEK, 51 FEET SOUTHEAST OF THE CENTERLINE
 FC1207'OF THE HIGHWAY, AND 19 FEET NORTH OF THE CENTERLINE OF AN OLD
 FC1207'RAILROAD.  A STANDARD DISK, STAMPED A 15 1933 AND SET IN THE TOP
 FC1207'OF A CONCRETE POST.
 FC1207
 FC1207                          STATION RECOVERY (1972)
 FC1207
 FC1207'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1584 ***********************************************************************
 FE1584  DESIGNATION -  A 151
 FE1584  PID         -  FE1584
 FE1584  STATE/COUNTY-  TN/LAUDERDALE
 FE1584  USGS QUAD   -  OPEN LAKE (1983)
 FE1584
 FE1584                         *CURRENT SURVEY CONTROL
 FE1584  ___________________________________________________________________
 FE1584* NAD 83(1986)-  35 46 21.     (N)    089 40 40.     (W)     SCALED    
 FE1584* NAVD 88     -        76.728  (meters)     251.73   (feet)  ADJUSTED  
 FE1584  ___________________________________________________________________
 FE1584  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1584  DYNAMIC HT  -          76.662 (meters)     251.52  (feet)  COMP
 FE1584  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 FE1584
 FE1584  VERT ORDER  -  FIRST     CLASS II
 FE1584
 FE1584.The horizontal coordinates were scaled from a topographic map and have
 FE1584.an estimated accuracy of +/- 6 seconds.
 FE1584
 FE1584.The orthometric height was determined by differential leveling
 FE1584.and adjusted by the National Geodetic Survey in June 1991..
 FE1584
 FE1584.The geoid height was determined by GEOID03.
 FE1584
 FE1584.The dynamic height is computed by dividing the NAVD 88
 FE1584.geopotential number by the normal gravity value computed on the
 FE1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1584.degrees latitude (g = 980.6199 gals.).
 FE1584
 FE1584.The modeled gravity was interpolated from observed gravity values.
 FE1584
 FE1584;                    North         East    Units  Estimated Accuracy
 FE1584;SPC TN       -   165,920.      267,540.      MT  (+/- 180 meters Scaled)
 FE1584
 FE1584                          SUPERSEDED SURVEY CONTROL
 FE1584
 FE1584  NGVD 29 (??/??/??)   76.688  (m)          251.60   (f) ADJUSTED    1 2
 FE1584
 FE1584.Superseded values are not recommended for survey control.
 FE1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1584.See file dsdata.txt to determine how the superseded data were derived.
 FE1584
 FE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE579620(NAD 83)
 FE1584_MARKER: DB = BENCH MARK DISK
 FE1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1584_STAMPING: A 151 1943
 FE1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1584+STABILITY: SURFACE MOTION
 FE1584
 FE1584  HISTORY     - Date     Condition        Report By
 FE1584  HISTORY     - 1943     MONUMENTED       CGS
 FE1584  HISTORY     - 1957     GOOD             CGS
 FE1584  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1584
 FE1584                          STATION DESCRIPTION
 FE1584
 FE1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1584'5 MI W FROM ARP.
 FE1584'5.05 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1584'ELEMENTARY SCHOOL AT ARP, ABOUT 0.7 MILE EAST OF THE JUNCTION
 FE1584'OF A BLACK TOP ROAD LEADING NORTH, 70 FEET SOUTH OF THE CENTER
 FE1584'LINE OF THE HIGHWAY, 49 FEET NORTHWEST AND ACROSS A DRIVEWAY
 FE1584'LEADING SOUTH FROM A 24-INCH OAK TREE, 12 FEET WEST OF THE CENTER
 FE1584'LINE OF A WOODS ROAD, 7 FEET NORTHWEST OF A DOUBLE BODIED 6 INCH
 FE1584'TREE, 5 FEET NORTHEAST OF AN 8-INCH TREE, 0.2 MILE WEST OF A
 FE1584'200 FEET LONG WOODEN HIGHWAY BRIDGE, 2 1/2 FEET WEST OF A WHITE
 FE1584'WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 FE1584'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1584'GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 4.8 MILES EAST ALONG
 FE1584'STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL AT ASHPORT.
 FE1584
 FE1584                          STATION RECOVERY (1971)
 FE1584
 FE1584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1551 ***********************************************************************
 FE1551  DESIGNATION -  A 152
 FE1551  PID         -  FE1551
 FE1551  STATE/COUNTY-  TN/LAUDERDALE
 FE1551  USGS QUAD   -  CHIC (1983)
 FE1551
 FE1551                         *CURRENT SURVEY CONTROL
 FE1551  ___________________________________________________________________
 FE1551* NAD 83(1986)-  35 53 42.     (N)    089 42 26.     (W)     SCALED    
 FE1551* NAVD 88     -        78.547  (meters)     257.70   (feet)  ADJUSTED  
 FE1551  ___________________________________________________________________
 FE1551  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1551  DYNAMIC HT  -          78.481 (meters)     257.48  (feet)  COMP
 FE1551  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 FE1551
 FE1551  VERT ORDER  -  FIRST     CLASS II
 FE1551
 FE1551.The horizontal coordinates were scaled from a topographic map and have
 FE1551.an estimated accuracy of +/- 6 seconds.
 FE1551
 FE1551.The orthometric height was determined by differential leveling
 FE1551.and adjusted by the National Geodetic Survey in June 1991..
 FE1551.WARNING-Repeat measurements at this control monument indicate possible
 FE1551.vertical movement.
 FE1551
 FE1551.The geoid height was determined by GEOID03.
 FE1551
 FE1551.The dynamic height is computed by dividing the NAVD 88
 FE1551.geopotential number by the normal gravity value computed on the
 FE1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1551.degrees latitude (g = 980.6199 gals.).
 FE1551
 FE1551.The modeled gravity was interpolated from observed gravity values.
 FE1551
 FE1551;                    North         East    Units  Estimated Accuracy
 FE1551;SPC TN       -   179,600.      265,400.      MT  (+/- 180 meters Scaled)
 FE1551
 FE1551                          SUPERSEDED SURVEY CONTROL
 FE1551
 FE1551  NGVD 29 (??/??/??)   78.497  (m)          257.54   (f) ADJUSTED    1 2
 FE1551
 FE1551.Superseded values are not recommended for survey control.
 FE1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1551.See file dsdata.txt to determine how the superseded data were derived.
 FE1551
 FE1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE556756(NAD 83)
 FE1551_MARKER: DB = BENCH MARK DISK
 FE1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1551_STAMPING: A 152 1943
 FE1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1551+STABILITY: SURFACE MOTION
 FE1551
 FE1551  HISTORY     - Date     Condition        Report By
 FE1551  HISTORY     - 1943     MONUMENTED       CGS
 FE1551  HISTORY     - 1957     GOOD             CGS
 FE1551
 FE1551                          STATION DESCRIPTION
 FE1551
 FE1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1551'2.4 MI E FROM BARR.
 FE1551'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND POST
 FE1551'OFFICE AT BARR, THENCE ABOUT 1.35 MILES NORTHEAST ALONG A GRAVEL
 FE1551'ROAD LEADING TO HALES POINT, THENCE 0.1 MILE NORTH THRU WOODS,
 FE1551'41 1/2 FEET NORTH OF THE CENTER LINE OF A DIM ROAD, 45 FEET
 FE1551'NORTH OF THE CENTER OF THE JUNCTION OF DIM ROAD AND ANOTHER
 FE1551'DIM ROAD LEADING NORTHEAST, 40 FEET NORTHWEST OF THE CENTER
 FE1551'LINE OF THE DIM ROAD LEADING NORTHEAST, 12 FEET WEST-SOUTHWEST
 FE1551'OF A BLAZED 40 INCH MAPLE TREE, 365 FEET EAST OF THE SOUTHEAST
 FE1551'CORNER OF ABOUT 4 ACRES OF SMALL COTTONWOOD TREES, 1 FOOT ABOVE
 FE1551'THE LEVEL OF THE DIM ROAD AND SET IN THE TOP OF A CONCRETE
 FE1551'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0929 ***********************************************************************
 GD0929  DESIGNATION -  A 153
 GD0929  PID         -  GD0929
 GD0929  STATE/COUNTY-  TN/DYER
 GD0929  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0929
 GD0929                         *CURRENT SURVEY CONTROL
 GD0929  ___________________________________________________________________
 GD0929* NAD 83(1986)-  36 00 15.     (N)    089 32 31.     (W)     SCALED    
 GD0929* NAVD 88     -        79.628  (meters)     261.25   (feet)  ADJUSTED  
 GD0929  ___________________________________________________________________
 GD0929  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0929  DYNAMIC HT  -          79.561 (meters)     261.03  (feet)  COMP
 GD0929  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GD0929
 GD0929  VERT ORDER  -  SECOND    CLASS 0
 GD0929
 GD0929.The horizontal coordinates were scaled from a topographic map and have
 GD0929.an estimated accuracy of +/- 6 seconds.
 GD0929
 GD0929.The orthometric height was determined by differential leveling
 GD0929.and adjusted by the National Geodetic Survey in June 1991..
 GD0929
 GD0929.The geoid height was determined by GEOID03.
 GD0929
 GD0929.The dynamic height is computed by dividing the NAVD 88
 GD0929.geopotential number by the normal gravity value computed on the
 GD0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0929.degrees latitude (g = 980.6199 gals.).
 GD0929
 GD0929.The modeled gravity was interpolated from observed gravity values.
 GD0929
 GD0929;                    North         East    Units  Estimated Accuracy
 GD0929;SPC TN       -   191,160.      280,750.      MT  (+/- 180 meters Scaled)
 GD0929
 GD0929                          SUPERSEDED SURVEY CONTROL
 GD0929
 GD0929  NGVD 29 (??/??/??)   79.563  (m)          261.03   (f) ADJUSTED    2 0
 GD0929
 GD0929.Superseded values are not recommended for survey control.
 GD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0929.See file dsdata.txt to determine how the superseded data were derived.
 GD0929
 GD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE708873(NAD 83)
 GD0929_MARKER: DB = BENCH MARK DISK
 GD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0929_STAMPING: A 153 1943
 GD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0929+STABILITY: SURFACE MOTION
 GD0929
 GD0929  HISTORY     - Date     Condition        Report By
 GD0929  HISTORY     - 1943     MONUMENTED       CGS
 GD0929  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD0929
 GD0929                          STATION DESCRIPTION
 GD0929
 GD0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0929'5.4 MI SW FROM FINLEY.
 GD0929'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0929'FINLEY, THENCE 4.4 MILES SOUTHWEST ALONG A PAVED ROAD, 52.3 FEET
 GD0929'SOUTH OF THE CENTERLINE OF THE ROAD, 31.7 FEET WEST OF THE
 GD0929'NORTHWEST CORNER OF TYLERSVILLE STORE, 3.5 FEET SOUTH OF AN
 GD0929'8-INCH OAK TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GD0929'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 153 1943
 GD0929'AND SET IN THE TOP OF A CONCRETE POST.
 GD0929
 GD0929                          STATION RECOVERY (2002)
 GD0929
 GD0929'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0929'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1009 ***********************************************************************
 FE1009  DESIGNATION -  A 155
 FE1009  PID         -  FE1009
 FE1009  STATE/COUNTY-  TN/HARDEMAN
 FE1009  USGS QUAD   -  SAULSBURY (1981)
 FE1009
 FE1009                         *CURRENT SURVEY CONTROL
 FE1009  ___________________________________________________________________
 FE1009* NAD 83(1986)-  35 02 56.     (N)    089 01 04.     (W)     SCALED    
 FE1009* NAVD 88     -       151.806  (meters)     498.05   (feet)  ADJUSTED  
 FE1009  ___________________________________________________________________
 FE1009  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE1009  DYNAMIC HT  -         151.661 (meters)     497.57  (feet)  COMP
 FE1009  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FE1009
 FE1009  VERT ORDER  -  FIRST     CLASS II
 FE1009
 FE1009.The horizontal coordinates were scaled from a topographic map and have
 FE1009.an estimated accuracy of +/- 6 seconds.
 FE1009
 FE1009.The orthometric height was determined by differential leveling
 FE1009.and adjusted by the National Geodetic Survey in June 1991..
 FE1009
 FE1009.The geoid height was determined by GEOID03.
 FE1009
 FE1009.The dynamic height is computed by dividing the NAVD 88
 FE1009.geopotential number by the normal gravity value computed on the
 FE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1009.degrees latitude (g = 980.6199 gals.).
 FE1009
 FE1009.The modeled gravity was interpolated from observed gravity values.
 FE1009
 FE1009;                    North         East    Units  Estimated Accuracy
 FE1009;SPC TN       -    83,640.      324,710.      MT  (+/- 180 meters Scaled)
 FE1009
 FE1009                          SUPERSEDED SURVEY CONTROL
 FE1009
 FE1009  NGVD 29 (??/??/??)  151.758  (m)          497.89   (f) ADJUSTED    1 2
 FE1009
 FE1009.Superseded values are not recommended for survey control.
 FE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1009.See file dsdata.txt to determine how the superseded data were derived.
 FE1009
 FE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD159803(NAD 83)
 FE1009_MARKER: DB = BENCH MARK DISK
 FE1009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1009_SP_SET: CULVERT
 FE1009_STAMPING: A 155 1944
 FE1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1009
 FE1009  HISTORY     - Date     Condition        Report By
 FE1009  HISTORY     - 1944     MONUMENTED       CGS
 FE1009  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1009  HISTORY     - 20020923 POOR             USACE
 FE1009
 FE1009                          STATION DESCRIPTION
 FE1009
 FE1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1009'2.5 MI W FROM SAULSBURY.
 FE1009'2.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1009'ROGERS SPRING, HARDEMAN COUNTY, 0.2 MILE WEST OF MILEPOST
 FE1009'490, AT A FARM-ROAD CROSSING, IN THE TOP OF THE SOUTH END OF THE
 FE1009'CONCRETE RETAINING WALL ALONG THE WEST SIDE OF THE ROAD, 7.6
 FE1009'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH
 FE1009'THE TRACK.  A STANDARD DISK, STAMPED A 155 1944.
 FE1009
 FE1009                          STATION RECOVERY (1983)
 FE1009
 FE1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1009'NOT SEARCHED FOR DUE TO LOCKED GATES AND POSTED PROPERTY.  LEVEL LINE
 FE1009'REROUTED ALONG HIGHWAY 57.
 FE1009
 FE1009                          STATION RECOVERY (2002)
 FE1009
 FE1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1009'MARK DESTROYED, RETAINING WALL TORN DOWN APPROX. 15 YRS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0561 ***********************************************************************
 FE0561  DESIGNATION -  A 156
 FE0561  PID         -  FE0561
 FE0561  STATE/COUNTY-  TN/MCNAIRY
 FE0561  USGS QUAD   -  GUYS (1983)
 FE0561
 FE0561                         *CURRENT SURVEY CONTROL
 FE0561  ___________________________________________________________________
 FE0561* NAD 83(1986)-  35 01 07.     (N)    088 32 44.     (W)     SCALED    
 FE0561* NAVD 88     -       137.027  (meters)     449.56   (feet)  ADJUSTED  
 FE0561  ___________________________________________________________________
 FE0561  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0561  DYNAMIC HT  -         136.897 (meters)     449.14  (feet)  COMP
 FE0561  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FE0561
 FE0561  VERT ORDER  -  FIRST     CLASS II
 FE0561
 FE0561.The horizontal coordinates were scaled from a topographic map and have
 FE0561.an estimated accuracy of +/- 6 seconds.
 FE0561
 FE0561.The orthometric height was determined by differential leveling
 FE0561.and adjusted by the National Geodetic Survey in June 1991..
 FE0561
 FE0561.The geoid height was determined by GEOID03.
 FE0561
 FE0561.The dynamic height is computed by dividing the NAVD 88
 FE0561.geopotential number by the normal gravity value computed on the
 FE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0561.degrees latitude (g = 980.6199 gals.).
 FE0561
 FE0561.The modeled gravity was interpolated from observed gravity values.
 FE0561
 FE0561;                    North         East    Units  Estimated Accuracy
 FE0561;SPC TN       -    79,050.      367,690.      MT  (+/- 180 meters Scaled)
 FE0561
 FE0561                          SUPERSEDED SURVEY CONTROL
 FE0561
 FE0561  NGVD 29 (??/??/??)  137.012  (m)          449.51   (f) ADJUSTED    1 2
 FE0561
 FE0561.Superseded values are not recommended for survey control.
 FE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0561.See file dsdata.txt to determine how the superseded data were derived.
 FE0561
 FE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD589761(NAD 83)
 FE0561_MARKER: DB = BENCH MARK DISK
 FE0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0561_SP_SET: CULVERT
 FE0561_STAMPING: A 156 1944
 FE0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0561
 FE0561  HISTORY     - Date     Condition        Report By
 FE0561  HISTORY     - 1944     MONUMENTED       CGS
 FE0561  HISTORY     - 1948     GOOD             CGS
 FE0561  HISTORY     - 1972     GOOD             TVA
 FE0561
 FE0561                          STATION DESCRIPTION
 FE0561
 FE0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0561'1.1 MI SE FROM GUYS.
 FE0561'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0561'RAILROAD FROM THE STATION AT GUYS, ABOUT 0.1 MILE SOUTHEAST OF
 FE0561'A SIGN STATION 1 MILE, ABOUT 0.1 MILE NORTHWEST OF MILE POST
 FE0561'335, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 FE0561'WALL OF A 10-FOOT CONCRETE CULVERT, 15 FEET NORTHEAST OF THE
 FE0561'NORTHEAST RAIL AND ABOUT 7 FEET BELOW THE TRACK.
 FE0561
 FE0561                          STATION RECOVERY (1972)
 FE0561
 FE0561'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0966 ***********************************************************************
 FE0966  DESIGNATION -  A 157
 FE0966  PID         -  FE0966
 FE0966  STATE/COUNTY-  TN/FAYETTE
 FE0966  USGS QUAD   -  MOSCOW (1965)
 FE0966
 FE0966                         *CURRENT SURVEY CONTROL
 FE0966  ___________________________________________________________________
 FE0966* NAD 83(1986)-  35 03 40.     (N)    089 28 04.     (W)     SCALED    
 FE0966* NAVD 88     -       101.888  (meters)     334.28   (feet)  ADJUSTED  
 FE0966  ___________________________________________________________________
 FE0966  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0966  DYNAMIC HT  -         101.792 (meters)     333.96  (feet)  COMP
 FE0966  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FE0966
 FE0966  VERT ORDER  -  FIRST     CLASS II
 FE0966
 FE0966.The horizontal coordinates were scaled from a topographic map and have
 FE0966.an estimated accuracy of +/- 6 seconds.
 FE0966
 FE0966.The orthometric height was determined by differential leveling
 FE0966.and adjusted by the National Geodetic Survey in June 1991..
 FE0966
 FE0966.The geoid height was determined by GEOID03.
 FE0966
 FE0966.The dynamic height is computed by dividing the NAVD 88
 FE0966.geopotential number by the normal gravity value computed on the
 FE0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0966.degrees latitude (g = 980.6199 gals.).
 FE0966
 FE0966.The modeled gravity was interpolated from observed gravity values.
 FE0966
 FE0966;                    North         East    Units  Estimated Accuracy
 FE0966;SPC TN       -    86,350.      283,720.      MT  (+/- 180 meters Scaled)
 FE0966
 FE0966                          SUPERSEDED SURVEY CONTROL
 FE0966
 FE0966  NGVD 29 (??/??/??)  101.832  (m)          334.09   (f) ADJUSTED    1 2
 FE0966
 FE0966.Superseded values are not recommended for survey control.
 FE0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0966.See file dsdata.txt to determine how the superseded data were derived.
 FE0966
 FE0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD749826(NAD 83)
 FE0966_MARKER: DB = BENCH MARK DISK
 FE0966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0966_STAMPING: A 157 1944
 FE0966_MARK LOGO: CGS   
 FE0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0966+STABILITY: SURFACE MOTION
 FE0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0966+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0966
 FE0966  HISTORY     - Date     Condition        Report By
 FE0966  HISTORY     - 1944     MONUMENTED       CGS
 FE0966  HISTORY     - 1983     GOOD             NGS
 FE0966  HISTORY     - 20020924 GOOD             USACE
 FE0966
 FE0966                          STATION DESCRIPTION
 FE0966
 FE0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0966'3.7 MI W FROM MOSCOW.
 FE0966'3.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0966'MOSCOW, FAYETTE COUNTY, 0.5 MILE EAST OF MILEPOST 517, 350 FEET
 FE0966'WEST OF A ROAD CROSSING, AT A CONCRETE CULVERT, IN THE TOP OF
 FE0966'THE EAST END OF THE NORTH HEADWALL, 15.8 FEET NORTH OF THE
 FE0966'CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 FE0966'A STANDARD DISK, STAMPED A 157 1944.
 FE0966
 FE0966                          STATION RECOVERY (1983)
 FE0966
 FE0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0966'RECOVERED IN GOOD CONDITION.
 FE0966
 FE0966                          STATION RECOVERY (2002)
 FE0966
 FE0966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0966'ROAD CROSSING IS HAYS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0550 ***********************************************************************
 FE0550  DESIGNATION -  A 158
 FE0550  PID         -  FE0550
 FE0550  STATE/COUNTY-  TN/MCNAIRY
 FE0550  USGS QUAD   -  GUYS (1983)
 FE0550
 FE0550                         *CURRENT SURVEY CONTROL
 FE0550  ___________________________________________________________________
 FE0550* NAD 83(1986)-  35 06 31.     (N)    088 36 59.     (W)     SCALED    
 FE0550* NAVD 88     -       125.425  (meters)     411.50   (feet)  ADJUSTED  
 FE0550  ___________________________________________________________________
 FE0550  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0550  DYNAMIC HT  -         125.307 (meters)     411.11  (feet)  COMP
 FE0550  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FE0550
 FE0550  VERT ORDER  -  FIRST     CLASS II
 FE0550
 FE0550.The horizontal coordinates were scaled from a topographic map and have
 FE0550.an estimated accuracy of +/- 6 seconds.
 FE0550
 FE0550.The orthometric height was determined by differential leveling
 FE0550.and adjusted by the National Geodetic Survey in June 1991..
 FE0550
 FE0550.The geoid height was determined by GEOID03.
 FE0550
 FE0550.The dynamic height is computed by dividing the NAVD 88
 FE0550.geopotential number by the normal gravity value computed on the
 FE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0550.degrees latitude (g = 980.6199 gals.).
 FE0550
 FE0550.The modeled gravity was interpolated from observed gravity values.
 FE0550
 FE0550;                    North         East    Units  Estimated Accuracy
 FE0550;SPC TN       -    89,210.      361,490.      MT  (+/- 180 meters Scaled)
 FE0550
 FE0550                          SUPERSEDED SURVEY CONTROL
 FE0550
 FE0550  NGVD 29 (??/??/??)  125.418  (m)          411.48   (f) ADJUSTED    1 2
 FE0550
 FE0550.Superseded values are not recommended for survey control.
 FE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0550.See file dsdata.txt to determine how the superseded data were derived.
 FE0550
 FE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD526862(NAD 83)
 FE0550_MARKER: DB = BENCH MARK DISK
 FE0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0550_STAMPING: A 158 1944
 FE0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0550+STABILITY: SURFACE MOTION
 FE0550
 FE0550  HISTORY     - Date     Condition        Report By
 FE0550  HISTORY     - 1944     MONUMENTED       CGS
 FE0550  HISTORY     - 1948     GOOD             CGS
 FE0550  HISTORY     - 1972     GOOD             TVA
 FE0550
 FE0550                          STATION DESCRIPTION
 FE0550
 FE0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0550'2.8 MI N FROM RAMER.
 FE0550'ABOUT 2.75 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0550'FROM THE STATION AT RAMER, ABOUT MIDWAY BETWEEN MILE POSTS 343
 FE0550'AND 344, ABOUT 0.6 MILE NORTH OF A 150-FOOT WOODEN TRESTLE,
 FE0550'ABOUT 0.2 MILE NORTH OF AN ABANDONED BLOCK SIGNAL FOUNDATION, AT
 FE0550'THE 5TH POLE NORTH OF POLE WITH A TRANSFORMER, 36 FEET WEST OF
 FE0550'THE WEST RAIL OF THE TRACK, 7 FEET SOUTH OF THE POLE (POLE HAS
 FE0550'2 GUY WIRES), ABOUT IN LINE WITH THE ROW OF POLES, ABOUT 6 FEET
 FE0550'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0550'5 INCHES.  NOTE-- DELETE 5TH POLE N OF POLE WITH TRANSFORMER
 FE0550'ALSO DELETE (POLE HAS 2 GUY WIRES).  ADD 450 FT N OF A HANDCAR
 FE0550'SIDING THE LETTERS BM PAINTED IN MIDDLE OF TRACK OPPOSITE
 FE0550'MONUMENT AND LARGE PAINTED CROSS ON POLE 7 FT N OF MONUMENT.
 FE0550
 FE0550                          STATION RECOVERY (1972)
 FE0550
 FE0550'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0507 ***********************************************************************
 FE0507  DESIGNATION -  A 159
 FE0507  PID         -  FE0507
 FE0507  STATE/COUNTY-  TN/CHESTER
 FE0507  USGS QUAD   -  JACKS CREEK (1983)
 FE0507
 FE0507                         *CURRENT SURVEY CONTROL
 FE0507  ___________________________________________________________________
 FE0507* NAD 83(1986)-  35 24 10.     (N)    088 36 44.     (W)     SCALED    
 FE0507* NAVD 88     -       125.399  (meters)     411.41   (feet)  ADJUSTED  
 FE0507  ___________________________________________________________________
 FE0507  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0507  DYNAMIC HT  -         125.284 (meters)     411.04  (feet)  COMP
 FE0507  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE0507
 FE0507  VERT ORDER  -  FIRST     CLASS II
 FE0507
 FE0507.The horizontal coordinates were scaled from a topographic map and have
 FE0507.an estimated accuracy of +/- 6 seconds.
 FE0507
 FE0507.The orthometric height was determined by differential leveling
 FE0507.and adjusted by the National Geodetic Survey in June 1991..
 FE0507
 FE0507.The geoid height was determined by GEOID03.
 FE0507
 FE0507.The dynamic height is computed by dividing the NAVD 88
 FE0507.geopotential number by the normal gravity value computed on the
 FE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0507.degrees latitude (g = 980.6199 gals.).
 FE0507
 FE0507.The modeled gravity was interpolated from observed gravity values.
 FE0507
 FE0507;                    North         East    Units  Estimated Accuracy
 FE0507;SPC TN       -   121,820.      362,740.      MT  (+/- 180 meters Scaled)
 FE0507
 FE0507                          SUPERSEDED SURVEY CONTROL
 FE0507
 FE0507  NGVD 29 (??/??/??)  125.413  (m)          411.46   (f) ADJUSTED    1 2
 FE0507
 FE0507.Superseded values are not recommended for survey control.
 FE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0507.See file dsdata.txt to determine how the superseded data were derived.
 FE0507
 FE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE536189(NAD 83)
 FE0507_MARKER: DB = BENCH MARK DISK
 FE0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0507_SP_SET: CONCRETE BASE
 FE0507_STAMPING: A 159 1944
 FE0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0507
 FE0507  HISTORY     - Date     Condition        Report By
 FE0507  HISTORY     - 1944     MONUMENTED       CGS
 FE0507  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0507  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0507
 FE0507                          STATION DESCRIPTION
 FE0507
 FE0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0507'2.8 MI SE FROM HENDERSON.
 FE0507'2.8 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 FE0507'THE STATION AT HENDERSON, CHESTER COUNTY, 78 FEET SOUTHEAST OF
 FE0507'MILEPOST 366, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 FE0507'THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF AN ABANDONED
 FE0507'BLOCK SIGNAL, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 FE0507'STAMPED A 159 1944.  NOTE-- ABANDON CONCRETE BLOCK SIGNAL HAS
 FE0507'BEEN PUSHED OVER.  TOP OF BLOCK BURIED IN EARTH, UNABLE TO VARIFY
 FE0507'CAP.
 FE0507
 FE0507                          STATION RECOVERY (1972)
 FE0507
 FE0507'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0498 ***********************************************************************
 FC0498  DESIGNATION -  A 16
 FC0498  PID         -  FC0498
 FC0498  STATE/COUNTY-  TN/MCMINN
 FC0498  USGS QUAD   -  ETOWAH (1975)
 FC0498
 FC0498                         *CURRENT SURVEY CONTROL
 FC0498  ___________________________________________________________________
 FC0498* NAD 83(1986)-  35 18 00.     (N)    084 32 10.     (W)     SCALED    
 FC0498* NAVD 88     -       242.660  (meters)     796.13   (feet)  ADJUSTED  
 FC0498  ___________________________________________________________________
 FC0498  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0498  DYNAMIC HT  -         242.425 (meters)     795.36  (feet)  COMP
 FC0498  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC0498
 FC0498  VERT ORDER  -  SECOND    CLASS 0
 FC0498
 FC0498.The horizontal coordinates were scaled from a topographic map and have
 FC0498.an estimated accuracy of +/- 6 seconds.
 FC0498
 FC0498.The orthometric height was determined by differential leveling
 FC0498.and adjusted by the National Geodetic Survey in June 1991..
 FC0498
 FC0498.The geoid height was determined by GEOID03.
 FC0498
 FC0498.The dynamic height is computed by dividing the NAVD 88
 FC0498.geopotential number by the normal gravity value computed on the
 FC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0498.degrees latitude (g = 980.6199 gals.).
 FC0498
 FC0498.The modeled gravity was interpolated from observed gravity values.
 FC0498
 FC0498;                    North         East    Units  Estimated Accuracy
 FC0498;SPC TN       -   108,250.      733,140.      MT  (+/- 180 meters Scaled)
 FC0498
 FC0498                          SUPERSEDED SURVEY CONTROL
 FC0498
 FC0498  NGVD 29 (??/??/92)  242.736  (m)          796.38   (f) ADJ UNCH    2 0
 FC0498
 FC0498.Superseded values are not recommended for survey control.
 FC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0498.See file dsdata.txt to determine how the superseded data were derived.
 FC0498
 FC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE240090(NAD 83)
 FC0498_MARKER: DB = BENCH MARK DISK
 FC0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0498_STAMPING: A 16 1933
 FC0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0498+STABILITY: SURFACE MOTION
 FC0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0498+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 FC0498
 FC0498  HISTORY     - Date     Condition        Report By
 FC0498  HISTORY     - 1933     MONUMENTED       CGS
 FC0498  HISTORY     - 1949     GOOD             NGS
 FC0498  HISTORY     - 20040713 GOOD             TVA
 FC0498
 FC0498                          STATION DESCRIPTION
 FC0498
 FC0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0498'1.7 MI S FROM ETOWAH.
 FC0498'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0498'ETOWAH, MC MINN COUNTY, 420 FEET SOUTH OF MILEPOST L 336,
 FC0498'BETWEEN THE OLD AND NEW TRACKS, 124 FEET EAST OF THE CENTERLINE
 FC0498'OF A DIRT ROAD, 18.8 FEET WEST OF THE WEST RAIL OF THE OLD
 FC0498'TRACK, AND 14.5 FEET EAST OF THE EAST RAIL OF THE NEW TRACK.  A
 FC0498'STANDARD DISK, STAMPED A 16 1933 AND SET IN THE TOP OF A CONCRETE
 FC0498'POST.
 FC0498
 FC0498                          STATION RECOVERY (2004)
 FC0498
 FC0498'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FC0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0717 ***********************************************************************
 FE0717  DESIGNATION -  A 160
 FE0717  PID         -  FE0717
 FE0717  STATE/COUNTY-  TN/MADISON
 FE0717  USGS QUAD   -  JACKSON NORTH (1983)
 FE0717
 FE0717                         *CURRENT SURVEY CONTROL
 FE0717  ___________________________________________________________________
 FE0717* NAD 83(1986)-  35 38 18.     (N)    088 47 44.     (W)     SCALED    
 FE0717* NAVD 88     -       145.299  (meters)     476.70   (feet)  ADJUSTED  
 FE0717  ___________________________________________________________________
 FE0717  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0717  DYNAMIC HT  -         145.169 (meters)     476.28  (feet)  COMP
 FE0717  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FE0717
 FE0717  VERT ORDER  -  FIRST     CLASS II
 FE0717
 FE0717.The horizontal coordinates were scaled from a topographic map and have
 FE0717.an estimated accuracy of +/- 6 seconds.
 FE0717
 FE0717.The orthometric height was determined by differential leveling
 FE0717.and adjusted by the National Geodetic Survey in June 1991..
 FE0717
 FE0717.The geoid height was determined by GEOID03.
 FE0717
 FE0717.The dynamic height is computed by dividing the NAVD 88
 FE0717.geopotential number by the normal gravity value computed on the
 FE0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0717.degrees latitude (g = 980.6199 gals.).
 FE0717
 FE0717.The modeled gravity was interpolated from observed gravity values.
 FE0717
 FE0717;                    North         East    Units  Estimated Accuracy
 FE0717;SPC TN       -   148,400.      346,840.      MT  (+/- 180 meters Scaled)
 FE0717
 FE0717                          SUPERSEDED SURVEY CONTROL
 FE0717
 FE0717  NGVD 29 (??/??/??)  145.336  (m)          476.82   (f) ADJUSTED    1 2
 FE0717
 FE0717.Superseded values are not recommended for survey control.
 FE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0717.See file dsdata.txt to determine how the superseded data were derived.
 FE0717
 FE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE374453(NAD 83)
 FE0717_MARKER: DB = BENCH MARK DISK
 FE0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0717_SP_SET: CONCRETE BASE
 FE0717_STAMPING: A 160 1944
 FE0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0717
 FE0717  HISTORY     - Date     Condition        Report By
 FE0717  HISTORY     - 1944     MONUMENTED       CGS
 FE0717  HISTORY     - 1948     GOOD             CGS
 FE0717
 FE0717                          STATION DESCRIPTION
 FE0717
 FE0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0717'1.5 MI NE FROM JACKSON.
 FE0717'ABOUT 1.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0717'FROM THE UNION STATION AT JACKSON, ABOUT 0.3 MILE NORTH OF
 FE0717'MILE POST C 469, AT THE SOUTH END OF LAWRENCE SWITCH, SET IN THE
 FE0717'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK
 FE0717'SIGNAL NO. 468.8, 8 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL
 FE0717'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0677 ***********************************************************************
 FE0677  DESIGNATION -  A 161
 FE0677  PID         -  FE0677
 FE0677  STATE/COUNTY-  TN/GIBSON
 FE0677  USGS QUAD   -  MILAN (1983)
 FE0677
 FE0677                         *CURRENT SURVEY CONTROL
 FE0677  ___________________________________________________________________
 FE0677* NAD 83(1986)-  35 59 36.     (N)    088 47 32.     (W)     SCALED    
 FE0677* NAVD 88     -       109.572  (meters)     359.49   (feet)  ADJUSTED  
 FE0677  ___________________________________________________________________
 FE0677  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0677  DYNAMIC HT  -         109.479 (meters)     359.18  (feet)  COMP
 FE0677  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0677
 FE0677  VERT ORDER  -  FIRST     CLASS II
 FE0677
 FE0677.The horizontal coordinates were scaled from a topographic map and have
 FE0677.an estimated accuracy of +/- 6 seconds.
 FE0677
 FE0677.The orthometric height was determined by differential leveling
 FE0677.and adjusted by the National Geodetic Survey in June 1991..
 FE0677
 FE0677.The geoid height was determined by GEOID03.
 FE0677
 FE0677.The dynamic height is computed by dividing the NAVD 88
 FE0677.geopotential number by the normal gravity value computed on the
 FE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0677.degrees latitude (g = 980.6199 gals.).
 FE0677
 FE0677.The modeled gravity was interpolated from observed gravity values.
 FE0677
 FE0677;                    North         East    Units  Estimated Accuracy
 FE0677;SPC TN       -   187,770.      348,270.      MT  (+/- 180 meters Scaled)
 FE0677
 FE0677                          SUPERSEDED SURVEY CONTROL
 FE0677
 FE0677  NGVD 29 (??/??/??)  109.621  (m)          359.65   (f) ADJUSTED    1 2
 FE0677
 FE0677.Superseded values are not recommended for survey control.
 FE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0677.See file dsdata.txt to determine how the superseded data were derived.
 FE0677
 FE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE384846(NAD 83)
 FE0677_MARKER: DB = BENCH MARK DISK
 FE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0677_STAMPING: A 161 1944
 FE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0677+STABILITY: SURFACE MOTION
 FE0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0677+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0677
 FE0677  HISTORY     - Date     Condition        Report By
 FE0677  HISTORY     - 1944     MONUMENTED       CGS
 FE0677  HISTORY     - 1948     GOOD             CGS
 FE0677  HISTORY     - 20020914 GOOD             USACE
 FE0677
 FE0677                          STATION DESCRIPTION
 FE0677
 FE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0677'5.3 MI N FROM MILAN.
 FE0677'ABOUT 5.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0677'STATION AT MILAN, 166 FEET NORTH OF MILE POST C 443, SET IN THE
 FE0677'TOP OF THE SOUTHWEST CORNER OF THE ABANDONED CONCRETE FOUNDATION
 FE0677'OF A WATER CRANE, 35 YARDS NORTH OF A TRESTLE OVER RUTHERFORD FORK,
 FE0677'8.8 FEET WEST OF THE WEST RAIL, 120 FEET WEST AND ACROSS THE
 FE0677'TRACKS FROM U.S. HIGHWAY 45E, AND ABOUT 1 FOOT ABOVE THE TRACK.
 FE0677
 FE0677                          STATION RECOVERY (2002)
 FE0677
 FE0677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0333 ***********************************************************************
 GD0333  DESIGNATION -  A 162
 GD0333  PID         -  GD0333
 GD0333  STATE/COUNTY-  TN/WEAKLEY
 GD0333  USGS QUAD   -  MARTIN (1983)
 GD0333
 GD0333                         *CURRENT SURVEY CONTROL
 GD0333  ___________________________________________________________________
 GD0333* NAD 83(1986)-  36 18 32.     (N)    088 50 35.     (W)     SCALED    
 GD0333* NAVD 88     -       122.282  (meters)     401.19   (feet)  ADJUSTED  
 GD0333  ___________________________________________________________________
 GD0333  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0333  DYNAMIC HT  -         122.182 (meters)     400.86  (feet)  COMP
 GD0333  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GD0333
 GD0333  VERT ORDER  -  FIRST     CLASS II
 GD0333
 GD0333.The horizontal coordinates were scaled from a topographic map and have
 GD0333.an estimated accuracy of +/- 6 seconds.
 GD0333
 GD0333.The orthometric height was determined by differential leveling
 GD0333.and adjusted by the National Geodetic Survey in June 1991..
 GD0333
 GD0333.The geoid height was determined by GEOID03.
 GD0333
 GD0333.The dynamic height is computed by dividing the NAVD 88
 GD0333.geopotential number by the normal gravity value computed on the
 GD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0333.degrees latitude (g = 980.6199 gals.).
 GD0333
 GD0333.The modeled gravity was interpolated from observed gravity values.
 GD0333
 GD0333;                    North         East    Units  Estimated Accuracy
 GD0333;SPC TN       -   222,900.      344,700.      MT  (+/- 180 meters Scaled)
 GD0333
 GD0333                          SUPERSEDED SURVEY CONTROL
 GD0333
 GD0333  NGVD 29 (??/??/??)  122.295  (m)          401.23   (f) ADJUSTED    1 2
 GD0333
 GD0333.Superseded values are not recommended for survey control.
 GD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0333.See file dsdata.txt to determine how the superseded data were derived.
 GD0333
 GD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF345197(NAD 83)
 GD0333_MARKER: DB = BENCH MARK DISK
 GD0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0333_STAMPING: A 162 1944
 GD0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0333+STABILITY: SURFACE MOTION
 GD0333
 GD0333  HISTORY     - Date     Condition        Report By
 GD0333  HISTORY     - 1944     MONUMENTED       CGS
 GD0333  HISTORY     - 1948     GOOD             CGS
 GD0333  HISTORY     - 1967     GOOD             CGS
 GD0333
 GD0333                          STATION DESCRIPTION
 GD0333
 GD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0333'2.6 MI S FROM MARTIN.
 GD0333'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0333'THE STATION AT MARTIN, ABOUT 0.25 MILE SOUTH OF A T.V.A.
 GD0333'TRANSFORMER STATION, 200 YARDS SOUTH OF MILE POST C 420, 190
 GD0333'YARDS SOUTH OF A PUBLIC CROSSROAD, 23 YARDS SOUTH OF THE SOUTH
 GD0333'END OF A FILL, 28 FEET WEST OF THE WEST RAIL, 19 FEET EAST OF
 GD0333'THE R/W FENCE, 6 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 GD0333'THE POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GD0333'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0333'PROJECTING 2 INCHES.  NOTE-- THIS MARK IS NOW 0.6 OF A FOOT E
 GD0333'OF A METAL WITNESS POST AND SIGN.
 GD0333
 GD0333                          STATION RECOVERY (1967)
 GD0333
 GD0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1840 ***********************************************************************
 GA1840  DESIGNATION -  A 163
 GA1840  PID         -  GA1840
 GA1840  STATE/COUNTY-  TN/HAWKINS
 GA1840  USGS QUAD   -  BULLS GAP (1976)
 GA1840
 GA1840                         *CURRENT SURVEY CONTROL
 GA1840  ___________________________________________________________________
 GA1840* NAD 83(1986)-  36 19 30.     (N)    083 00 47.     (W)     SCALED    
 GA1840* NAVD 88     -       355.018  (meters)    1164.75   (feet)  ADJUSTED  
 GA1840  ___________________________________________________________________
 GA1840  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1840  DYNAMIC HT  -         354.692 (meters)    1163.69  (feet)  COMP
 GA1840  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA1840
 GA1840  VERT ORDER  -  FIRST     CLASS I
 GA1840
 GA1840.The horizontal coordinates were scaled from a topographic map and have
 GA1840.an estimated accuracy of +/- 6 seconds.
 GA1840
 GA1840.The orthometric height was determined by differential leveling
 GA1840.and adjusted by the National Geodetic Survey in June 1991..
 GA1840
 GA1840.The geoid height was determined by GEOID03.
 GA1840
 GA1840.The dynamic height is computed by dividing the NAVD 88
 GA1840.geopotential number by the normal gravity value computed on the
 GA1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1840.degrees latitude (g = 980.6199 gals.).
 GA1840
 GA1840.The modeled gravity was interpolated from observed gravity values.
 GA1840
 GA1840;                    North         East    Units  Estimated Accuracy
 GA1840;SPC TN       -   225,070.      868,160.      MT  (+/- 180 meters Scaled)
 GA1840
 GA1840                          SUPERSEDED SURVEY CONTROL
 GA1840
 GA1840  NGVD 29 (??/??/92)  355.173  (m)         1165.26   (f) ADJ UNCH    1 1
 GA1840
 GA1840.Superseded values are not recommended for survey control.
 GA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1840.See file dsdata.txt to determine how the superseded data were derived.
 GA1840
 GA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA193218(NAD 83)
 GA1840_MARKER: DB = BENCH MARK DISK
 GA1840_SETTING: 66 = SET IN ROCK OUTCROP
 GA1840_SP_SET: ROCK LEDGE
 GA1840_STAMPING: A 163 1967
 GA1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1840+STABILITY: POSITION/ELEVATION WELL
 GA1840
 GA1840  HISTORY     - Date     Condition        Report By
 GA1840  HISTORY     - 1967     MONUMENTED       CGS
 GA1840
 GA1840                          STATION DESCRIPTION
 GA1840
 GA1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1840'6.8 MI NE FROM BULLS GAP.
 GA1840'ABOUT 6.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1840'RAILROAD FROM THE STATION AT BULLS GAP, 0.15 MILE SOUTHWEST OF
 GA1840'THE CROSSING OF THE RAILROAD AND FORK BRANCH ROAD NORTH, 48 1/2
 GA1840'FEET EAST AND ACROSS THE TRACK FROM MILEPOST 80, SET IN THE TOP
 GA1840'OF A LEDGE AT THE FOOT OF A SLANTING ROCK OUTCROP, 6 1/2 FEET
 GA1840'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 1/2
 GA1840'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1766 ***********************************************************************
 GA1766  DESIGNATION -  A 164
 GA1766  PID         -  GA1766
 GA1766  STATE/COUNTY-  TN/JEFFERSON
 GA1766  USGS QUAD   -  WHITE PINE (1961)
 GA1766
 GA1766                         *CURRENT SURVEY CONTROL
 GA1766  ___________________________________________________________________
 GA1766* NAD 83(1986)-  36 05 57.     (N)    083 16 01.     (W)     SCALED    
 GA1766* NAVD 88     -       318.154  (meters)    1043.81   (feet)  ADJUSTED  
 GA1766  ___________________________________________________________________
 GA1766  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1766  DYNAMIC HT  -         317.857 (meters)    1042.84  (feet)  COMP
 GA1766  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA1766
 GA1766  VERT ORDER  -  FIRST     CLASS I
 GA1766
 GA1766.The horizontal coordinates were scaled from a topographic map and have
 GA1766.an estimated accuracy of +/- 6 seconds.
 GA1766
 GA1766.The orthometric height was determined by differential leveling
 GA1766.and adjusted by the National Geodetic Survey in June 1991..
 GA1766
 GA1766.The geoid height was determined by GEOID03.
 GA1766
 GA1766.The dynamic height is computed by dividing the NAVD 88
 GA1766.geopotential number by the normal gravity value computed on the
 GA1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1766.degrees latitude (g = 980.6199 gals.).
 GA1766
 GA1766.The modeled gravity was interpolated from observed gravity values.
 GA1766
 GA1766;                    North         East    Units  Estimated Accuracy
 GA1766;SPC TN       -   199,360.      846,070.      MT  (+/- 180 meters Scaled)
 GA1766
 GA1766                          SUPERSEDED SURVEY CONTROL
 GA1766
 GA1766  NGVD 29 (??/??/92)  318.295  (m)         1044.27   (f) ADJ UNCH    1 1
 GA1766
 GA1766.Superseded values are not recommended for survey control.
 GA1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1766.See file dsdata.txt to determine how the superseded data were derived.
 GA1766
 GA1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV959973(NAD 83)
 GA1766_MARKER: DB = BENCH MARK DISK
 GA1766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1766_SP_SET: SETTLING TANK
 GA1766_STAMPING: A 164 1967
 GA1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1766
 GA1766  HISTORY     - Date     Condition        Report By
 GA1766  HISTORY     - 1967     MONUMENTED       CGS
 GA1766
 GA1766                          STATION DESCRIPTION
 GA1766
 GA1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1766'1.4 MI SE FROM WHITE PINE.
 GA1766'ABOUT 1.45 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1766'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.45 MILE SOUTHEAST
 GA1766'OF MILEPOST 218, AT THE WHITE PINE SEWAGE TREATMENT PLANT, 140
 GA1766'FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN THE CENTER OF THE
 GA1766'TOP OF THE WEST SIDE OF A 12 INCH THICK CIRCULAR CONCRETE WALL
 GA1766'WHICH FORMS A CONCRETE SETTLING TANK THAT IS 75 FEET IN DIAMETER,
 GA1766'55 1/2 FEET NORTH OF THE NORTHWEST CORNER OF THE CONTROL BUILDING,
 GA1766'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 8 1/2 FEET
 GA1766'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1202 ***********************************************************************
 FB1202  DESIGNATION -  A 165
 FB1202  PID         -  FB1202
 FB1202  STATE/COUNTY-  TN/COCKE
 FB1202  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1202
 FB1202                         *CURRENT SURVEY CONTROL
 FB1202  ___________________________________________________________________
 FB1202* NAD 83(1986)-  35 55 27.     (N)    083 00 49.     (W)     SCALED    
 FB1202* NAVD 88     -       349.160  (meters)    1145.54   (feet)  ADJUSTED  
 FB1202  ___________________________________________________________________
 FB1202  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB1202  DYNAMIC HT  -         348.823 (meters)    1144.43  (feet)  COMP
 FB1202  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FB1202
 FB1202  VERT ORDER  -  FIRST     CLASS I
 FB1202
 FB1202.The horizontal coordinates were scaled from a topographic map and have
 FB1202.an estimated accuracy of +/- 6 seconds.
 FB1202
 FB1202.The orthometric height was determined by differential leveling
 FB1202.and adjusted by the National Geodetic Survey in June 1991..
 FB1202
 FB1202.The geoid height was determined by GEOID03.
 FB1202
 FB1202.The dynamic height is computed by dividing the NAVD 88
 FB1202.geopotential number by the normal gravity value computed on the
 FB1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1202.degrees latitude (g = 980.6199 gals.).
 FB1202
 FB1202.The modeled gravity was interpolated from observed gravity values.
 FB1202
 FB1202;                    North         East    Units  Estimated Accuracy
 FB1202;SPC TN       -   180,610.      869,470.      MT  (+/- 180 meters Scaled)
 FB1202
 FB1202                          SUPERSEDED SURVEY CONTROL
 FB1202
 FB1202  NGVD 29 (??/??/92)  349.306  (m)         1146.01   (f) ADJ UNCH    1 1
 FB1202
 FB1202.Superseded values are not recommended for survey control.
 FB1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1202.See file dsdata.txt to determine how the superseded data were derived.
 FB1202
 FB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV183774(NAD 83)
 FB1202_MARKER: DB = BENCH MARK DISK
 FB1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1202_SP_SET: OVERPASS
 FB1202_STAMPING: A 165 1967
 FB1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1202
 FB1202  HISTORY     - Date     Condition        Report By
 FB1202  HISTORY     - 1967     MONUMENTED       CGS
 FB1202
 FB1202                          STATION DESCRIPTION
 FB1202
 FB1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1202'0.8 MI E FROM DEL RIO.
 FB1202'ABOUT 0.8 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1202'FROM THE STATION AT DEL RIO, 0.4 MILE WEST OF MILEPOST 194,
 FB1202'6 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, SET IN
 FB1202'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 FB1202'OF A RAILROAD OVERPASS FOR A PRIVATE ROAD, AND ABOUT LEVEL WITH
 FB1202'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0200 ***********************************************************************
 GD0200  DESIGNATION -  A 166
 GD0200  PID         -  GD0200
 GD0200  STATE/COUNTY-  TN/HENRY
 GD0200  USGS QUAD   -  PARIS LANDING (1981)
 GD0200
 GD0200                         *CURRENT SURVEY CONTROL
 GD0200  ___________________________________________________________________
 GD0200* NAD 83(1986)-  36 27 19.     (N)    088 06 09.     (W)     SCALED    
 GD0200* NAVD 88     -       170.016  (meters)     557.79   (feet)  ADJUSTED  
 GD0200  ___________________________________________________________________
 GD0200  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0200  DYNAMIC HT  -         169.876 (meters)     557.33  (feet)  COMP
 GD0200  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GD0200
 GD0200  VERT ORDER  -  FIRST     CLASS II
 GD0200
 GD0200.The horizontal coordinates were scaled from a topographic map and have
 GD0200.an estimated accuracy of +/- 6 seconds.
 GD0200
 GD0200.The orthometric height was determined by differential leveling
 GD0200.and adjusted by the National Geodetic Survey in June 1991..
 GD0200
 GD0200.The geoid height was determined by GEOID03.
 GD0200
 GD0200.The dynamic height is computed by dividing the NAVD 88
 GD0200.geopotential number by the normal gravity value computed on the
 GD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0200.degrees latitude (g = 980.6199 gals.).
 GD0200
 GD0200.The modeled gravity was interpolated from observed gravity values.
 GD0200
 GD0200;                    North         East    Units  Estimated Accuracy
 GD0200;SPC TN       -   237,460.      411,540.      MT  (+/- 180 meters Scaled)
 GD0200
 GD0200                          SUPERSEDED SURVEY CONTROL
 GD0200
 GD0200  NGVD 29 (??/??/??)  170.060  (m)          557.94   (f) ADJUSTED    1 2
 GD0200
 GD0200.Superseded values are not recommended for survey control.
 GD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0200.See file dsdata.txt to determine how the superseded data were derived.
 GD0200
 GD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF012350(NAD 83)
 GD0200_MARKER: DB = BENCH MARK DISK
 GD0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0200_STAMPING: A 166 1947
 GD0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0200+STABILITY: SURFACE MOTION
 GD0200
 GD0200  HISTORY     - Date     Condition        Report By
 GD0200  HISTORY     - 1947     MONUMENTED       CGS
 GD0200  HISTORY     - 1971     GOOD             NGS
 GD0200
 GD0200                          STATION DESCRIPTION
 GD0200
 GD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0200'18.6 MI NE FROM PARIS.
 GD0200'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0200'COURTHOUSE AT PARIS, THENCE ABOUT 1.6 MILES NORTH ALONG STATE
 GD0200'HIGHWAY 119, ABOUT 0.5 MILE SOUTH OF THE NEW LIBERTY CHURCH OF
 GD0200'CHRIST, ABOUT 0.3 MILE SOUTH OF THE INTERSECTION OF AN
 GD0200'EAST-AND-WEST GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 GD0200'LEADING NORTHEAST TO LAKEVIEW LODGE, ABOUT 290 FEET SOUTH ACROSS
 GD0200'THE HIGHWAY FROM LOG CABIN FARMHOUSE 4955, 71 FEET SOUTHWEST OF
 GD0200'THE CENTER LINE OF THE HIGHWAY, ON THE PROLONGATION OF THE
 GD0200'CENTER LINE OF THE ROAD LEADING NORTHEAST, 24 FEET NORTH OF A
 GD0200'12-INCH BLAZED OAK TREE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 GD0200'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GD0200
 GD0200                          STATION RECOVERY (1971)
 GD0200
 GD0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1646 ***********************************************************************
 GC1646  DESIGNATION -  A 167
 GC1646  PID         -  GC1646
 GC1646  STATE/COUNTY-  TN/HOUSTON
 GC1646  USGS QUAD   -  MC KINNON (1973)
 GC1646
 GC1646                         *CURRENT SURVEY CONTROL
 GC1646  ___________________________________________________________________
 GC1646* NAD 83(1986)-  36 18 06.     (N)    087 57 00.     (W)     SCALED    
 GC1646* NAVD 88     -       118.076  (meters)     387.39   (feet)  ADJUSTED  
 GC1646  ___________________________________________________________________
 GC1646  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1646  DYNAMIC HT  -         117.979 (meters)     387.07  (feet)  COMP
 GC1646  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC1646
 GC1646  VERT ORDER  -  FIRST     CLASS II
 GC1646
 GC1646.The horizontal coordinates were scaled from a topographic map and have
 GC1646.an estimated accuracy of +/- 6 seconds.
 GC1646
 GC1646.The orthometric height was determined by differential leveling
 GC1646.and adjusted by the National Geodetic Survey in June 1991..
 GC1646
 GC1646.The geoid height was determined by GEOID03.
 GC1646
 GC1646.The dynamic height is computed by dividing the NAVD 88
 GC1646.geopotential number by the normal gravity value computed on the
 GC1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1646.degrees latitude (g = 980.6199 gals.).
 GC1646
 GC1646.The modeled gravity was interpolated from observed gravity values.
 GC1646
 GC1646;                    North         East    Units  Estimated Accuracy
 GC1646;SPC TN       -   220,130.      424,870.      MT  (+/- 180 meters Scaled)
 GC1646
 GC1646                          SUPERSEDED SURVEY CONTROL
 GC1646
 GC1646  NGVD 29 (??/??/92)  118.112  (m)          387.51   (f) ADJ UNCH    1 2
 GC1646
 GC1646.Superseded values are not recommended for survey control.
 GC1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1646.See file dsdata.txt to determine how the superseded data were derived.
 GC1646
 GC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF147178(NAD 83)
 GC1646_MARKER: DB = BENCH MARK DISK
 GC1646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1646_SP_SET: BRIDGE
 GC1646_STAMPING: A 167 1947
 GC1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1646
 GC1646  HISTORY     - Date     Condition        Report By
 GC1646  HISTORY     - 1947     MONUMENTED       CGS
 GC1646  HISTORY     - 1972     GOOD             TVA
 GC1646  HISTORY     - 1987     POOR             USPSQD
 GC1646
 GC1646                          STATION DESCRIPTION
 GC1646
 GC1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1646'0.7 MI W FROM DANVILLE.
 GC1646'0.7 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1646'THE STATION AT DANVILLE, 18 FEET WEST OF MILEPOST 50, AT THE
 GC1646'RAILROAD BRIDGE OVER TENNESSEE RIVER, IN THE TOP OF THE NORTH
 GC1646'END OF THE EAST CONCRETE ABUTMENT, 7 FEET NORTH OF THE
 GC1646'NORTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 GC1646
 GC1646                          STATION RECOVERY (1972)
 GC1646
 GC1646'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1646'RECOVERED IN GOOD CONDITION.
 GC1646
 GC1646                          STATION RECOVERY (1987)
 GC1646
 GC1646'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1646'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1569 ***********************************************************************
 GC1569  DESIGNATION -  A 168
 GC1569  PID         -  GC1569
 GC1569  STATE/COUNTY-  TN/HUMPHREYS
 GC1569  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1569
 GC1569                         *CURRENT SURVEY CONTROL
 GC1569  ___________________________________________________________________
 GC1569* NAD 83(1986)-  36 03 30.     (N)    087 53 54.     (W)     SCALED    
 GC1569* NAVD 88     -       128.924  (meters)     422.98   (feet)  ADJUSTED  
 GC1569  ___________________________________________________________________
 GC1569  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GC1569  DYNAMIC HT  -         128.814 (meters)     422.62  (feet)  COMP
 GC1569  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC1569
 GC1569  VERT ORDER  -  FIRST     CLASS II
 GC1569
 GC1569.The horizontal coordinates were scaled from a topographic map and have
 GC1569.an estimated accuracy of +/- 6 seconds.
 GC1569
 GC1569.The orthometric height was determined by differential leveling
 GC1569.and adjusted by the National Geodetic Survey in June 1991..
 GC1569.WARNING-Repeat measurements at this control monument indicate possible
 GC1569.vertical movement.
 GC1569
 GC1569.The geoid height was determined by GEOID03.
 GC1569
 GC1569.The dynamic height is computed by dividing the NAVD 88
 GC1569.geopotential number by the normal gravity value computed on the
 GC1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1569.degrees latitude (g = 980.6199 gals.).
 GC1569
 GC1569.The modeled gravity was interpolated from observed gravity values.
 GC1569
 GC1569;                    North         East    Units  Estimated Accuracy
 GC1569;SPC TN       -   193,050.      428,980.      MT  (+/- 180 meters Scaled)
 GC1569
 GC1569                          SUPERSEDED SURVEY CONTROL
 GC1569
 GC1569  NGVD 29 (??/??/92)  128.940  (m)          423.03   (f) ADJ UNCH    1 2
 GC1569
 GC1569.Superseded values are not recommended for survey control.
 GC1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1569.See file dsdata.txt to determine how the superseded data were derived.
 GC1569
 GC1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE190907(NAD 83)
 GC1569_MARKER: DB = BENCH MARK DISK
 GC1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1569_SP_SET: CULVERT
 GC1569_STAMPING: A 168 1947
 GC1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1569
 GC1569  HISTORY     - Date     Condition        Report By
 GC1569  HISTORY     - 1947     MONUMENTED       CGS
 GC1569  HISTORY     - 1972     GOOD             NGS
 GC1569
 GC1569                          STATION DESCRIPTION
 GC1569
 GC1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1569'6.6 MI W FROM WAVERLY.
 GC1569'6.6 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1569'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 1-1/4 POLES SOUTHWEST
 GC1569'OF POLE 73/5, ABOUT 1.5 MILES NORTHEAST OF THE ROAD CROSSING AT
 GC1569'DENVER, AT CULVERT 73.2, IN THE TOP OF THE SOUTHWEST END OF THE
 GC1569'NORTHWEST CONCRETE HEAD WALL, 15 FEET NORTHWEST OF THE NORTHWEST
 GC1569'RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 GC1569
 GC1569                          STATION RECOVERY (1972)
 GC1569
 GC1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GC1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0090 ***********************************************************************
 FE0090  DESIGNATION -  A 169
 FE0090  PID         -  FE0090
 FE0090  STATE/COUNTY-  TN/DECATUR
 FE0090  USGS QUAD   -  SUGAR TREE (1986)
 FE0090
 FE0090                         *CURRENT SURVEY CONTROL
 FE0090  ___________________________________________________________________
 FE0090* NAD 83(1986)-  35 49 06.     (N)    088 01 44.     (W)     SCALED    
 FE0090* NAVD 88     -       143.734  (meters)     471.57   (feet)  ADJUSTED  
 FE0090  ___________________________________________________________________
 FE0090  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0090  DYNAMIC HT  -         143.610 (meters)     471.16  (feet)  COMP
 FE0090  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FE0090
 FE0090  VERT ORDER  -  FIRST     CLASS II
 FE0090
 FE0090.The horizontal coordinates were scaled from a topographic map and have
 FE0090.an estimated accuracy of +/- 6 seconds.
 FE0090
 FE0090.The orthometric height was determined by differential leveling
 FE0090.and adjusted by the National Geodetic Survey in June 1991..
 FE0090
 FE0090.The geoid height was determined by GEOID03.
 FE0090
 FE0090.The dynamic height is computed by dividing the NAVD 88
 FE0090.geopotential number by the normal gravity value computed on the
 FE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0090.degrees latitude (g = 980.6199 gals.).
 FE0090
 FE0090.The modeled gravity was interpolated from observed gravity values.
 FE0090
 FE0090;                    North         East    Units  Estimated Accuracy
 FE0090;SPC TN       -   166,660.      416,670.      MT  (+/- 180 meters Scaled)
 FE0090
 FE0090                          SUPERSEDED SURVEY CONTROL
 FE0090
 FE0090  NGVD 29 (??/??/??)  143.754  (m)          471.63   (f) ADJUSTED    1 2
 FE0090
 FE0090.Superseded values are not recommended for survey control.
 FE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0090.See file dsdata.txt to determine how the superseded data were derived.
 FE0090
 FE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE070642(NAD 83)
 FE0090_MARKER: DB = BENCH MARK DISK
 FE0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0090_STAMPING: A 169 1947
 FE0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0090+STABILITY: SURFACE MOTION
 FE0090
 FE0090  HISTORY     - Date     Condition        Report By
 FE0090  HISTORY     - 1947     MONUMENTED       CGS
 FE0090  HISTORY     - 1972     GOOD             TVA
 FE0090
 FE0090                          STATION DESCRIPTION
 FE0090
 FE0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0090'16.2 MI NE FROM PARSONS.
 FE0090'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0090'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FE0090'ABOUT 0.3 MILE EAST AND 0.65 MILE SOUTH ALONG HOG CREEK ROAD,
 FE0090'ABOUT 1.05 MILE SOUTHEAST OF THE POST OFFICE AT SUGAR TREE,
 FE0090'ABOUT 0.35 MILE SOUTHEAST OF A SMALL IMITATION BRICK FARMHOUSE
 FE0090'SOUTHWEST OF THE ROAD, ABOUT 0.15 MILE NORTHWEST OF SMALL LOG
 FE0090'FARMHOUSE, AT A CURVE WITH TANGENTS LEADING NORTHWEST AND EAST,
 FE0090'AT THE JUNCTION OF A VERY DIM WOODS ROAD LEADING SOUTHWEST,
 FE0090'49 FEET SOUTHWEST OF THE CENTER LINE OF HOG CREEK ROAD, 10 FEET
 FE0090'NORTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 30 FEET NORTHWEST
 FE0090'OF AN 8-INCH BLAZED OAK TREE, 24 FEET EAST OF A 12-INCH BLAZED
 FE0090'OAK TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0090'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 FE0090'PROJECTING ABOUT 6 INCHES.  NOTE-- 20.0 FT S 45 W FROM CENTERLINE
 FE0090'BLACK TOP ROAD TO HOG CREEK.  TVA POST AND SIGN SET AT MARKER.
 FE0090
 FE0090                          STATION RECOVERY (1972)
 FE0090
 FE0090'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0494 ***********************************************************************
 FF0494  DESIGNATION -  A 17
 FF0494  PID         -  FF0494
 FF0494  STATE/COUNTY-  TN/SHELBY
 FF0494  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0494
 FF0494                         *CURRENT SURVEY CONTROL
 FF0494  ___________________________________________________________________
 FF0494* NAD 83(1986)-  35 07 35.     (N)    090 02 35.     (W)     SCALED    
 FF0494* NAVD 88     -        86.982  (meters)     285.37   (feet)  ADJUSTED  
 FF0494  ___________________________________________________________________
 FF0494  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0494  DYNAMIC HT  -          86.903 (meters)     285.11  (feet)  COMP
 FF0494  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FF0494
 FF0494  VERT ORDER  -  FIRST     CLASS II
 FF0494
 FF0494.The horizontal coordinates were scaled from a topographic map and have
 FF0494.an estimated accuracy of +/- 6 seconds.
 FF0494
 FF0494.The orthometric height was determined by differential leveling
 FF0494.and adjusted by the National Geodetic Survey in June 1991..
 FF0494.WARNING-Repeat measurements at this control monument indicate possible
 FF0494.vertical movement.
 FF0494
 FF0494.The geoid height was determined by GEOID03.
 FF0494
 FF0494.The dynamic height is computed by dividing the NAVD 88
 FF0494.geopotential number by the normal gravity value computed on the
 FF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0494.degrees latitude (g = 980.6199 gals.).
 FF0494
 FF0494.The modeled gravity was interpolated from observed gravity values.
 FF0494
 FF0494;                    North         East    Units  Estimated Accuracy
 FF0494;SPC TN       -    95,600.      231,580.      MT  (+/- 180 meters Scaled)
 FF0494
 FF0494                          SUPERSEDED SURVEY CONTROL
 FF0494
 FF0494  NGVD 29 (??/??/??)   86.942  (m)          285.24   (f) ADJUSTED    1 2
 FF0494
 FF0494.Superseded values are not recommended for survey control.
 FF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0494.See file dsdata.txt to determine how the superseded data were derived.
 FF0494
 FF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU694910(NAD 83)
 FF0494_MARKER: DB = BENCH MARK DISK
 FF0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0494_SP_SET: BRIDGE
 FF0494_STAMPING: A 17 1934
 FF0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0494
 FF0494  HISTORY     - Date     Condition        Report By
 FF0494  HISTORY     - 1934     MONUMENTED       CGS
 FF0494  HISTORY     - 1956     GOOD             CGS
 FF0494  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0494
 FF0494                          STATION DESCRIPTION
 FF0494
 FF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0494'AT MEMPHIS.
 FF0494'AT MEMPHIS, ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 120
 FF0494'FEET EAST OF NORTHEAST CORNER OF HAPPY FEED MILL NO. 1 (A BRICK
 FF0494'BUILDING), AT RAILROAD BRIDGE OVER MISSISSIPPI BOULEVARD AND NEAR
 FF0494'CHAPIN STREET, IN THE TOP OF SOUTHWEST CONCRETE WING WALL, AND
 FF0494'39 FEET SOUTH OF CENTER LINE OF THE SOUTH MAIN TRACK.
 FF0494
 FF0494                          STATION RECOVERY (1995)
 FF0494
 FF0494'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1251 ***********************************************************************
 FD1251  DESIGNATION -  A 170
 FD1251  PID         -  FD1251
 FD1251  STATE/COUNTY-  TN/PERRY
 FD1251  USGS QUAD   -  POPE (1973)
 FD1251
 FD1251                         *CURRENT SURVEY CONTROL
 FD1251  ___________________________________________________________________
 FD1251* NAD 83(1986)-  35 33 38.     (N)    087 57 50.     (W)     SCALED    
 FD1251* NAVD 88     -       117.415  (meters)     385.22   (feet)  ADJUSTED  
 FD1251  ___________________________________________________________________
 FD1251  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1251  DYNAMIC HT  -         117.309 (meters)     384.87  (feet)  COMP
 FD1251  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FD1251
 FD1251  VERT ORDER  -  FIRST     CLASS II
 FD1251
 FD1251.The horizontal coordinates were scaled from a topographic map and have
 FD1251.an estimated accuracy of +/- 6 seconds.
 FD1251
 FD1251.The orthometric height was determined by differential leveling
 FD1251.and adjusted by the National Geodetic Survey in June 1991..
 FD1251
 FD1251.The geoid height was determined by GEOID03.
 FD1251
 FD1251.The dynamic height is computed by dividing the NAVD 88
 FD1251.geopotential number by the normal gravity value computed on the
 FD1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1251.degrees latitude (g = 980.6199 gals.).
 FD1251
 FD1251.The modeled gravity was interpolated from observed gravity values.
 FD1251
 FD1251;                    North         East    Units  Estimated Accuracy
 FD1251;SPC TN       -   137,950.      421,970.      MT  (+/- 180 meters Scaled)
 FD1251
 FD1251                          SUPERSEDED SURVEY CONTROL
 FD1251
 FD1251  NGVD 29 (??/??/92)  117.424  (m)          385.25   (f) ADJ UNCH    1 2
 FD1251
 FD1251.Superseded values are not recommended for survey control.
 FD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1251.See file dsdata.txt to determine how the superseded data were derived.
 FD1251
 FD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE126356(NAD 83)
 FD1251_MARKER: DD = SURVEY DISK
 FD1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1251_SP_SET: CULVERT
 FD1251_STAMPING: A 170 1947
 FD1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1251
 FD1251  HISTORY     - Date     Condition        Report By
 FD1251  HISTORY     - 1947     MONUMENTED       TVA
 FD1251  HISTORY     - 1947     GOOD             NGS
 FD1251
 FD1251                          STATION DESCRIPTION
 FD1251
 FD1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1251'7.8 MI SE FROM POPE.
 FD1251'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1251'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1251'MILES EAST, THENCE ABOUT 3.25 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1251'ABOUT 0.55 MILE SOUTH OF THE CULVERT OVER FURNACE BRANCH, ABOUT
 FD1251'0.1 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 FD1251'ABOUT 240 FEET NORTH OF AN IMITATION BRICK FARM HOUSE, SET IN
 FD1251'THE TOP OF THE CENTER OF THE EAST HEAD WALL OF A DOUBLE 24-FOOT
 FD1251'CONCRETE BOX CULVERT, 12 FEET EAST OF AND ABOUT LEVEL WITH THE
 FD1251'CENTER LINE OF THE ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED
 FD1251'OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0210 ***********************************************************************
 FE0210  DESIGNATION -  A 171
 FE0210  PID         -  FE0210
 FE0210  STATE/COUNTY-  TN/HARDIN
 FE0210  USGS QUAD   -  HOOKERS BEND (1972)
 FE0210
 FE0210                         *CURRENT SURVEY CONTROL
 FE0210  ___________________________________________________________________
 FE0210* NAD 83(1986)-  35 20 46.     (N)    088 13 06.     (W)     SCALED    
 FE0210* NAVD 88     -       115.947  (meters)     380.40   (feet)  ADJUSTED  
 FE0210  ___________________________________________________________________
 FE0210  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0210  DYNAMIC HT  -         115.842 (meters)     380.06  (feet)  COMP
 FE0210  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE0210
 FE0210  VERT ORDER  -  FIRST     CLASS II
 FE0210
 FE0210.The horizontal coordinates were scaled from a topographic map and have
 FE0210.an estimated accuracy of +/- 6 seconds.
 FE0210
 FE0210.The orthometric height was determined by differential leveling
 FE0210.and adjusted by the National Geodetic Survey in June 1991..
 FE0210
 FE0210.The geoid height was determined by GEOID03.
 FE0210
 FE0210.The dynamic height is computed by dividing the NAVD 88
 FE0210.geopotential number by the normal gravity value computed on the
 FE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0210.degrees latitude (g = 980.6199 gals.).
 FE0210
 FE0210.The modeled gravity was interpolated from observed gravity values.
 FE0210
 FE0210;                    North         East    Units  Estimated Accuracy
 FE0210;SPC TN       -   114,650.      398,370.      MT  (+/- 180 meters Scaled)
 FE0210
 FE0210                          SUPERSEDED SURVEY CONTROL
 FE0210
 FE0210  NGVD 29 (??/??/??)  115.957  (m)          380.44   (f) ADJUSTED    1 2
 FE0210
 FE0210.Superseded values are not recommended for survey control.
 FE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0210.See file dsdata.txt to determine how the superseded data were derived.
 FE0210
 FE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE892121(NAD 83)
 FE0210_MARKER: DD = SURVEY DISK
 FE0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0210_SP_SET: BRIDGE
 FE0210_STAMPING: A 171 1947
 FE0210_MARK LOGO: TVA   
 FE0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0210
 FE0210  HISTORY     - Date     Condition        Report By
 FE0210  HISTORY     - 1947     MONUMENTED       TVA
 FE0210  HISTORY     - 1947     GOOD             CGS
 FE0210  HISTORY     - 1971     GOOD             TVA
 FE0210
 FE0210                          STATION DESCRIPTION
 FE0210
 FE0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0210'3.4 MI S FROM SALTILLO.
 FE0210'3.35 MILES SOUTH ALONG A GRAVEL ROAD TO PROSPECT FROM THE POST
 FE0210'OFFICE AT SALTILLO, AT THE SOUTHEAST END OF THE 210-FOOT CONCRETE
 FE0210'BRIDGE OVER WHITE OAK CREEK, SET IN THE TOP OF THE CONCRETE
 FE0210'BASE OF THE SOUTHWEST CONCRETE RAILING, 10 FEET SOUTHWEST OF THE
 FE0210'CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST END
 FE0210'OF THE RAILING AND ABOUT 0.5 FOOT ABOVE THE ROAD.
 FE0210
 FE0210                          STATION RECOVERY (1971)
 FE0210
 FE0210'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0465 ***********************************************************************
 GC0465  DESIGNATION -  A 172
 GC0465  PID         -  GC0465
 GC0465  STATE/COUNTY-  TN/DAVIDSON
 GC0465  USGS QUAD   -  OAK HILL (1968)
 GC0465
 GC0465                         *CURRENT SURVEY CONTROL
 GC0465  ___________________________________________________________________
 GC0465* NAD 83(1986)-  36 05 54.     (N)    086 52 24.     (W)     SCALED    
 GC0465* NAVD 88     -       159.982  (meters)     524.87   (feet)  ADJUSTED  
 GC0465  ___________________________________________________________________
 GC0465  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0465  DYNAMIC HT  -         159.843 (meters)     524.42  (feet)  COMP
 GC0465  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GC0465
 GC0465  VERT ORDER  -  FIRST     CLASS II
 GC0465
 GC0465.The horizontal coordinates were scaled from a topographic map and have
 GC0465.an estimated accuracy of +/- 6 seconds.
 GC0465
 GC0465.The orthometric height was determined by differential leveling
 GC0465.and adjusted by the National Geodetic Survey in June 1991..
 GC0465
 GC0465.The geoid height was determined by GEOID03.
 GC0465
 GC0465.The dynamic height is computed by dividing the NAVD 88
 GC0465.geopotential number by the normal gravity value computed on the
 GC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0465.degrees latitude (g = 980.6199 gals.).
 GC0465
 GC0465.The modeled gravity was interpolated from observed gravity values.
 GC0465
 GC0465;                    North         East    Units  Estimated Accuracy
 GC0465;SPC TN       -   196,180.      521,360.      MT  (+/- 180 meters Scaled)
 GC0465
 GC0465                          SUPERSEDED SURVEY CONTROL
 GC0465
 GC0465  NGVD 29 (??/??/92)  160.001  (m)          524.94   (f) ADJ UNCH    1 2
 GC0465
 GC0465.Superseded values are not recommended for survey control.
 GC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0465.See file dsdata.txt to determine how the superseded data were derived.
 GC0465
 GC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114948(NAD 83)
 GC0465_MARKER: DB = BENCH MARK DISK
 GC0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0465_SP_SET: PIER
 GC0465_STAMPING: A 172 1948
 GC0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0465
 GC0465  HISTORY     - Date     Condition        Report By
 GC0465  HISTORY     - 1948     MONUMENTED       CGS
 GC0465  HISTORY     - 1949     GOOD             NGS
 GC0465
 GC0465                          STATION DESCRIPTION
 GC0465
 GC0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0465'7.2 MI W FROM NASHVILLE.
 GC0465'7.25 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0465'RAILWAY FROM THE UNION STATION AT NASHVILLE, BETWEEN POLES 7+10
 GC0465'AND 7+11, SET VERTICALLY IN THE NORTHWEST FACE AT THE SOUTHWEST END
 GC0465'OF THE 1ST PIER SOUTHEAST OF THE TRACKS OF U.S. HIGHWAY 70S OVER
 GC0465'THE TRACKS, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 GC0465'NORTHEAST OF THE SOUTHWEST END OF THE PIER FOUNDATION AND 3.8 FEET
 GC0465'ABOVE THE GROUND.
 GC0465
 GC0465                          STATION RECOVERY (1949)
 GC0465
 GC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1541 ***********************************************************************
 GC1541  DESIGNATION -  A 173
 GC1541  PID         -  GC1541
 GC1541  STATE/COUNTY-  TN/HUMPHREYS
 GC1541  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1541
 GC1541                         *CURRENT SURVEY CONTROL
 GC1541  ___________________________________________________________________
 GC1541* NAD 83(1986)-  36 06 19.     (N)    087 34 54.     (W)     SCALED    
 GC1541* NAVD 88     -       205.983  (meters)     675.80   (feet)  ADJUSTED  
 GC1541  ___________________________________________________________________
 GC1541  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1541  DYNAMIC HT  -         205.803 (meters)     675.21  (feet)  COMP
 GC1541  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 GC1541
 GC1541  VERT ORDER  -  FIRST     CLASS II
 GC1541
 GC1541.The horizontal coordinates were scaled from a topographic map and have
 GC1541.an estimated accuracy of +/- 6 seconds.
 GC1541
 GC1541.The orthometric height was determined by differential leveling
 GC1541.and adjusted by the National Geodetic Survey in June 1991..
 GC1541
 GC1541.The geoid height was determined by GEOID03.
 GC1541
 GC1541.The dynamic height is computed by dividing the NAVD 88
 GC1541.geopotential number by the normal gravity value computed on the
 GC1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1541.degrees latitude (g = 980.6199 gals.).
 GC1541
 GC1541.The modeled gravity was interpolated from observed gravity values.
 GC1541
 GC1541;                    North         East    Units  Estimated Accuracy
 GC1541;SPC TN       -   197,750.      457,590.      MT  (+/- 180 meters Scaled)
 GC1541
 GC1541                          SUPERSEDED SURVEY CONTROL
 GC1541
 GC1541  NGVD 29 (??/??/92)  205.991  (m)          675.82   (f) ADJ UNCH    1 2
 GC1541
 GC1541.Superseded values are not recommended for survey control.
 GC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1541.See file dsdata.txt to determine how the superseded data were derived.
 GC1541
 GC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE476957(NAD 83)
 GC1541_MARKER: DB = BENCH MARK DISK
 GC1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1541_STAMPING: A 173 1948
 GC1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1541+STABILITY: SURFACE MOTION
 GC1541
 GC1541  HISTORY     - Date     Condition        Report By
 GC1541  HISTORY     - 1948     MONUMENTED       CGS
 GC1541  HISTORY     - 1972     GOOD             TVA
 GC1541
 GC1541                          STATION DESCRIPTION
 GC1541
 GC1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1541'3.2 MI E FROM MC EWEN.
 GC1541'3.15 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1541'RAILWAY FROM THE STATION AT MC EWEN, AT A GROUP OF SECTION HOUSES
 GC1541'KNOWN LOCALLY AS FIFTY-FOUR, 107 FEET NORTH OF THE NORTH RAIL OF
 GC1541'THE TRACK, 75 FEET NORTHEAST OF POLE 53+25, 56 FEET
 GC1541'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE 2ND SECTION HOUSE
 GC1541'FROM WEST END OF ROW OF HOUSES, 5 FEET SOUTHWEST OF AN OLD
 GC1541'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1541'8 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1541'PROJECTING 8 INCHES.  MARK IS ABOUT 4.0 MILES WEST ALONG THE
 GC1541'NEW ROUTE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM
 GC1541'THE STATION AT TENNESSEE CITY.  NOTE-- 76.6 FT NE OF POLE 53+25
 GC1541'(NEW POLE).  78.5 FT S 15 W FROM S.W. CORNER OF ASBESTOS SIDING
 GC1541'HOUSE, AND 69.0 FT S 70 W FROM PAINTED CROSS ON 36 IN RED OAK.
 GC1541'MONUMENT PROJECTS PLUS AND MINUS 6 IN.
 GC1541
 GC1541                          STATION RECOVERY (1972)
 GC1541
 GC1541'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0559 ***********************************************************************
 FE0559  DESIGNATION -  A 174
 FE0559  PID         -  FE0559
 FE0559  STATE/COUNTY-  TN/MCNAIRY
 FE0559  USGS QUAD   -  GUYS (1983)
 FE0559
 FE0559                         *CURRENT SURVEY CONTROL
 FE0559  ___________________________________________________________________
 FE0559* NAD 83(1986)-  35 01 50.     (N)    088 33 28.     (W)     SCALED    
 FE0559* NAVD 88     -       136.325  (meters)     447.26   (feet)  ADJUSTED  
 FE0559  ___________________________________________________________________
 FE0559  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0559  DYNAMIC HT  -         136.196 (meters)     446.84  (feet)  COMP
 FE0559  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FE0559
 FE0559  VERT ORDER  -  FIRST     CLASS II
 FE0559
 FE0559.The horizontal coordinates were scaled from a topographic map and have
 FE0559.an estimated accuracy of +/- 6 seconds.
 FE0559
 FE0559.The orthometric height was determined by differential leveling
 FE0559.and adjusted by the National Geodetic Survey in June 1991..
 FE0559
 FE0559.The geoid height was determined by GEOID03.
 FE0559
 FE0559.The dynamic height is computed by dividing the NAVD 88
 FE0559.geopotential number by the normal gravity value computed on the
 FE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0559.degrees latitude (g = 980.6199 gals.).
 FE0559
 FE0559.The modeled gravity was interpolated from observed gravity values.
 FE0559
 FE0559;                    North         East    Units  Estimated Accuracy
 FE0559;SPC TN       -    80,410.      366,610.      MT  (+/- 180 meters Scaled)
 FE0559
 FE0559                          SUPERSEDED SURVEY CONTROL
 FE0559
 FE0559  NGVD 29 (??/??/??)  136.311  (m)          447.21   (f) ADJUSTED    1 2
 FE0559
 FE0559.Superseded values are not recommended for survey control.
 FE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0559.See file dsdata.txt to determine how the superseded data were derived.
 FE0559
 FE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD578775(NAD 83)
 FE0559_MARKER: DB = BENCH MARK DISK
 FE0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0559_STAMPING: A 174 1948
 FE0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0559+STABILITY: SURFACE MOTION
 FE0559
 FE0559  HISTORY     - Date     Condition        Report By
 FE0559  HISTORY     - 1948     MONUMENTED       CGS
 FE0559  HISTORY     - 1972     GOOD             TVA
 FE0559  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE0559
 FE0559                          STATION DESCRIPTION
 FE0559
 FE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0559'AT GUYS.
 FE0559'AT GUYS, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.15
 FE0559'MILE NORTHWEST OF MILE POST 336, ABOUT 100 YARDS SOUTHEAST OF
 FE0559'A PUBLIC ROAD CROSSING, 121 FEET NORTHEAST OF THE NORTHEAST RAIL
 FE0559'OF THE MAIN TRACK, INSIDE A CURVE WITH TANGENTS LEADING NORTH
 FE0559'BETWEEN GIN BUILDINGS AND SOUTHEAST PARALLELING THE TRACKS, 20
 FE0559'FEET EAST OF THE NORTH TANGENT OF THE ROAD, 60.5 FEET NORTH TO
 FE0559'S-STEEL POST OF A SEED BIN, 49.5 FEET NORTH OF THE WEST CORNER
 FE0559'OF A SMALL HOUSE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FE0559'6 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0559'POST PROJECTING 3 INCHES.
 FE0559
 FE0559                          STATION RECOVERY (1972)
 FE0559
 FE0559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0559'RECOVERED IN GOOD CONDITION.
 FE0559
 FE0559                          STATION RECOVERY (2002)
 FE0559
 FE0559'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0426 ***********************************************************************
 FE0426  DESIGNATION -  A 175
 FE0426  PID         -  FE0426
 FE0426  STATE/COUNTY-  TN/HARDIN
 FE0426  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0426
 FE0426                         *CURRENT SURVEY CONTROL
 FE0426  ___________________________________________________________________
 FE0426* NAD 83(1986)-  35 13 22.     (N)    088 20 56.     (W)     SCALED    
 FE0426* NAVD 88     -       139.038  (meters)     456.16   (feet)  ADJUSTED  
 FE0426  ___________________________________________________________________
 FE0426  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0426  DYNAMIC HT  -         138.912 (meters)     455.75  (feet)  COMP
 FE0426  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 FE0426
 FE0426  VERT ORDER  -  FIRST     CLASS II
 FE0426
 FE0426.The horizontal coordinates were scaled from a topographic map and have
 FE0426.an estimated accuracy of +/- 6 seconds.
 FE0426
 FE0426.The orthometric height was determined by differential leveling
 FE0426.and adjusted by the National Geodetic Survey in June 1991..
 FE0426
 FE0426.The geoid height was determined by GEOID03.
 FE0426
 FE0426.The dynamic height is computed by dividing the NAVD 88
 FE0426.geopotential number by the normal gravity value computed on the
 FE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0426.degrees latitude (g = 980.6199 gals.).
 FE0426
 FE0426.The modeled gravity was interpolated from observed gravity values.
 FE0426
 FE0426;                    North         East    Units  Estimated Accuracy
 FE0426;SPC TN       -   101,250.      386,180.      MT  (+/- 180 meters Scaled)
 FE0426
 FE0426                          SUPERSEDED SURVEY CONTROL
 FE0426
 FE0426  NGVD 29 (??/??/??)  139.048  (m)          456.19   (f) ADJUSTED    1 2
 FE0426
 FE0426.Superseded values are not recommended for survey control.
 FE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0426.See file dsdata.txt to determine how the superseded data were derived.
 FE0426
 FE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD772985(NAD 83)
 FE0426_MARKER: DB = BENCH MARK DISK
 FE0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0426_STAMPING: A 175 1949
 FE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0426+STABILITY: SURFACE MOTION
 FE0426
 FE0426  HISTORY     - Date     Condition        Report By
 FE0426  HISTORY     - 1949     MONUMENTED       CGS
 FE0426  HISTORY     - 1962     GOOD             TVA
 FE0426
 FE0426                          STATION DESCRIPTION
 FE0426
 FE0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0426'1.8 MI W FROM CRUMP.
 FE0426'1.75 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FE0426'CRUMP, ABOUT 1.5 MILES WEST OF THE JUNCTION OF STATE HIGHWAY
 FE0426'22 SOUTH AND THE CRUMP METHODIST CHURCH AND CEMETERY, AT THE
 FE0426'OUTSIDE OF A CURVE, 31 FEET SOUTH OF THE CENTER LINE OF THE
 FE0426'HIGHWAY, 45.5 FEET WEST OF POWER POLE NO. 396, 61 FEET EAST OF
 FE0426'THE NORTHEAST CORNER OF A CONCRETE TILE STORE BUILDING KNOWN
 FE0426'AS FRED AND DOTS GROCERY STORE, 2 FEET WEST OF A WHITE WOODEN
 FE0426'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FE0426'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK WAS
 FE0426'REPORTED IN GOOD CONDITION IN AUGUST 1949.  A STEEL POST WAS
 FE0426'SET 2 FEET SOUTH OF MARKER.
 FE0426
 FE0426                          STATION RECOVERY (1962)
 FE0426
 FE0426'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1074 ***********************************************************************
 FD1074  DESIGNATION -  A 176
 FD1074  PID         -  FD1074
 FD1074  STATE/COUNTY-  TN/PERRY
 FD1074  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1074
 FD1074                         *CURRENT SURVEY CONTROL
 FD1074  ___________________________________________________________________
 FD1074* NAD 83(1986)-  35 38 29.     (N)    087 49 29.     (W)     SCALED    
 FD1074* NAVD 88     -       144.516  (meters)     474.13   (feet)  ADJUSTED  
 FD1074  ___________________________________________________________________
 FD1074  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1074  DYNAMIC HT  -         144.386 (meters)     473.71  (feet)  COMP
 FD1074  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FD1074
 FD1074  VERT ORDER  -  FIRST     CLASS II
 FD1074
 FD1074.The horizontal coordinates were scaled from a topographic map and have
 FD1074.an estimated accuracy of +/- 6 seconds.
 FD1074
 FD1074.The orthometric height was determined by differential leveling
 FD1074.and adjusted by the National Geodetic Survey in June 1991..
 FD1074
 FD1074.The geoid height was determined by GEOID03.
 FD1074
 FD1074.The dynamic height is computed by dividing the NAVD 88
 FD1074.geopotential number by the normal gravity value computed on the
 FD1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1074.degrees latitude (g = 980.6199 gals.).
 FD1074
 FD1074.The modeled gravity was interpolated from observed gravity values.
 FD1074
 FD1074;                    North         East    Units  Estimated Accuracy
 FD1074;SPC TN       -   146,670.      434,750.      MT  (+/- 180 meters Scaled)
 FD1074
 FD1074                          SUPERSEDED SURVEY CONTROL
 FD1074
 FD1074  NGVD 29 (??/??/92)  144.514  (m)          474.13   (f) ADJ UNCH    1 2
 FD1074
 FD1074.Superseded values are not recommended for survey control.
 FD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1074.See file dsdata.txt to determine how the superseded data were derived.
 FD1074
 FD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE253444(NAD 83)
 FD1074_MARKER: DB = BENCH MARK DISK
 FD1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1074_SP_SET: CULVERT
 FD1074_STAMPING: A 176 1949
 FD1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1074
 FD1074  HISTORY     - Date     Condition        Report By
 FD1074  HISTORY     - 1949     MONUMENTED       CGS
 FD1074
 FD1074                          STATION DESCRIPTION
 FD1074
 FD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1074'2 MI N FROM LINDEN.
 FD1074'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT
 FD1074'HOUSE AT LINDEN, ABOUT 100 YARDS SOUTH OF A SHORT 12-FOOT ROCKY
 FD1074'CUT, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 FD1074'6-FOOT CONCRETE CULVERT, 29 FEET WEST OF THE CENTER LINE OF THE
 FD1074'HIGHWAY AND ABOUT 7 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1230 ***********************************************************************
 FD1230  DESIGNATION -  A 177
 FD1230  PID         -  FD1230
 FD1230  STATE/COUNTY-  TN/LEWIS
 FD1230  USGS QUAD   -  HOHENWALD (1991)
 FD1230
 FD1230                         *CURRENT SURVEY CONTROL
 FD1230  ___________________________________________________________________
 FD1230* NAD 83(1986)-  35 32 59.     (N)    087 33 09.     (W)     SCALED    
 FD1230* NAVD 88     -       297.413  (meters)     975.76   (feet)  ADJUSTED  
 FD1230  ___________________________________________________________________
 FD1230  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1230  DYNAMIC HT  -         297.137 (meters)     974.86  (feet)  COMP
 FD1230  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FD1230
 FD1230  VERT ORDER  -  FIRST     CLASS II
 FD1230
 FD1230.The horizontal coordinates were scaled from a topographic map and have
 FD1230.an estimated accuracy of +/- 6 seconds.
 FD1230
 FD1230.The orthometric height was determined by differential leveling
 FD1230.and adjusted by the National Geodetic Survey in June 1991..
 FD1230
 FD1230.The geoid height was determined by GEOID03.
 FD1230
 FD1230.The dynamic height is computed by dividing the NAVD 88
 FD1230.geopotential number by the normal gravity value computed on the
 FD1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1230.degrees latitude (g = 980.6199 gals.).
 FD1230
 FD1230.The modeled gravity was interpolated from observed gravity values.
 FD1230
 FD1230;                    North         East    Units  Estimated Accuracy
 FD1230;SPC TN       -   136,070.      459,240.      MT  (+/- 180 meters Scaled)
 FD1230
 FD1230                          SUPERSEDED SURVEY CONTROL
 FD1230
 FD1230  NGVD 29 (??/??/92)  297.388  (m)          975.68   (f) ADJ UNCH    1 2
 FD1230
 FD1230.Superseded values are not recommended for survey control.
 FD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1230.See file dsdata.txt to determine how the superseded data were derived.
 FD1230
 FD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE499341(NAD 83)
 FD1230_MARKER: DB = BENCH MARK DISK
 FD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1230_STAMPING: A 177 1949
 FD1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1230+STABILITY: SURFACE MOTION
 FD1230
 FD1230  HISTORY     - Date     Condition        Report By
 FD1230  HISTORY     - 1949     MONUMENTED       CGS
 FD1230  HISTORY     - 1953     GOOD             NGS
 FD1230
 FD1230                          STATION DESCRIPTION
 FD1230
 FD1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1230'AT HOHENWALD.
 FD1230'AT HOHENWALD, 15.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FD1230'LEWIS COUNTY RED BRICK COURT HOUSE BUILDING, AT THE INSIDE CORNER
 FD1230'OF CONCRETE WALKS SURROUNDING THE COURT HOUSE AND SET IN THE TOP
 FD1230'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FD1230
 FD1230                          STATION RECOVERY (1953)
 FD1230
 FD1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0162 ***********************************************************************
 FD0162  DESIGNATION -  A 178
 FD0162  PID         -  FD0162
 FD0162  STATE/COUNTY-  TN/LINCOLN
 FD0162  USGS QUAD   -  FLINTVILLE (1972)
 FD0162
 FD0162                         *CURRENT SURVEY CONTROL
 FD0162  ___________________________________________________________________
 FD0162* NAD 83(1986)-  35 00 00.     (N)    086 22 38.     (W)     SCALED    
 FD0162* NAVD 88     -       277.976  (meters)     911.99   (feet)  ADJUSTED  
 FD0162  ___________________________________________________________________
 FD0162  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0162  DYNAMIC HT  -         277.701 (meters)     911.09  (feet)  COMP
 FD0162  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 FD0162
 FD0162  VERT ORDER  -  FIRST     CLASS II
 FD0162
 FD0162.The horizontal coordinates were scaled from a topographic map and have
 FD0162.an estimated accuracy of +/- 6 seconds.
 FD0162
 FD0162.The orthometric height was determined by differential leveling
 FD0162.and adjusted by the National Geodetic Survey in June 1991..
 FD0162
 FD0162.The geoid height was determined by GEOID03.
 FD0162
 FD0162.The dynamic height is computed by dividing the NAVD 88
 FD0162.geopotential number by the normal gravity value computed on the
 FD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0162.degrees latitude (g = 980.6199 gals.).
 FD0162
 FD0162.The modeled gravity was interpolated from observed gravity values.
 FD0162
 FD0162;                    North         East    Units  Estimated Accuracy
 FD0162;SPC TN       -    74,030.      565,560.      MT  (+/- 180 meters Scaled)
 FD0162
 FD0162                          SUPERSEDED SURVEY CONTROL
 FD0162
 FD0162  NGVD 29 (??/??/92)  277.937  (m)          911.87   (f) ADJ UNCH    1 2
 FD0162
 FD0162.Superseded values are not recommended for survey control.
 FD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0162.See file dsdata.txt to determine how the superseded data were derived.
 FD0162
 FD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED568732(NAD 83)
 FD0162_MARKER: DB = BENCH MARK DISK
 FD0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0162_STAMPING: A 178 1949
 FD0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0162+STABILITY: SURFACE MOTION
 FD0162
 FD0162  HISTORY     - Date     Condition        Report By
 FD0162  HISTORY     - 1949     MONUMENTED       CGS
 FD0162
 FD0162                          STATION DESCRIPTION
 FD0162
 FD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0162'1.5 MI SW FROM ELORA.
 FD0162'1.5 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0162'LOUIS RAILWAY FROM THE STATION AT ELORA, AT A FARM ROAD CROSSING
 FD0162'AT BOSTICKS STORE, 159 FEET SOUTHEAST AND ACROSS THE TRACK AND
 FD0162'STATE HIGHWAY 121 FROM THE EAST CORNER OF THE STORE, 116 FEET
 FD0162'SOUTHEAST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 FD0162'HIGHWAY, 89 FEET NORTHEAST AND ACROSS THE FARM ROAD FROM TELEPHONE
 FD0162'POLE NO. 23/11, 95 FEET NORTHEAST OF A FENCE CORNER, 144
 FD0162'FEET SOUTHWEST OF A FENCE CORNER, 39 FEET EAST-SOUTHEAST OF THE
 FD0162'CENTER OF THE CROSSING, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FD0162'27 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST
 FD0162'OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FD0162'POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0162'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0226 ***********************************************************************
 FD0226  DESIGNATION -  A 179
 FD0226  PID         -  FD0226
 FD0226  STATE/COUNTY-  TN/FRANKLIN
 FD0226  USGS QUAD   -  WINCHESTER (1971)
 FD0226
 FD0226                         *CURRENT SURVEY CONTROL
 FD0226  ___________________________________________________________________
 FD0226* NAD 83(1986)-  35 10 03.     (N)    086 03 01.     (W)     SCALED    
 FD0226* NAVD 88     -       298.582  (meters)     979.60   (feet)  ADJUSTED  
 FD0226  ___________________________________________________________________
 FD0226  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0226  DYNAMIC HT  -         298.286 (meters)     978.63  (feet)  COMP
 FD0226  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 FD0226
 FD0226  VERT ORDER  -  FIRST     CLASS II
 FD0226
 FD0226.The horizontal coordinates were scaled from a topographic map and have
 FD0226.an estimated accuracy of +/- 6 seconds.
 FD0226
 FD0226.The orthometric height was determined by differential leveling
 FD0226.and adjusted by the National Geodetic Survey in June 1991..
 FD0226
 FD0226.The geoid height was determined by GEOID03.
 FD0226
 FD0226.The dynamic height is computed by dividing the NAVD 88
 FD0226.geopotential number by the normal gravity value computed on the
 FD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0226.degrees latitude (g = 980.6199 gals.).
 FD0226
 FD0226.The modeled gravity was interpolated from observed gravity values.
 FD0226
 FD0226;                    North         East    Units  Estimated Accuracy
 FD0226;SPC TN       -    92,550.      595,420.      MT  (+/- 180 meters Scaled)
 FD0226
 FD0226                          SUPERSEDED SURVEY CONTROL
 FD0226
 FD0226  NGVD 29 (??/??/92)  298.551  (m)          979.50   (f) ADJ UNCH    1 2
 FD0226
 FD0226.Superseded values are not recommended for survey control.
 FD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0226.See file dsdata.txt to determine how the superseded data were derived.
 FD0226
 FD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED864920(NAD 83)
 FD0226_MARKER: DB = BENCH MARK DISK
 FD0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0226_STAMPING: A 179 1949
 FD0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0226+STABILITY: SURFACE MOTION
 FD0226
 FD0226  HISTORY     - Date     Condition        Report By
 FD0226  HISTORY     - 1949     MONUMENTED       CGS
 FD0226
 FD0226                          STATION DESCRIPTION
 FD0226
 FD0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0226'4 MI SE FROM WINCHESTER.
 FD0226'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0226'AT WINCHESTER, THENCE ABOUT 0.15 MILE NORTH ALONG A DRIVE LEADING
 FD0226'TO THE UNIVERSITY OF SOUTH AIRPORT, AT THE SOUTHEAST CORNER OF
 FD0226'THE METAL COVERED OFFICE BUILDING, 48.8 FEET WEST-SOUTHWEST OF
 FD0226'A GASOLINE PUMP, 47 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 FD0226'CORNER OF THE HANGAR, 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FD0226'THE OFFICE BUILDING, 8 FEET WEST OF A FENCE CORNER, 1 1/2 FEET WEST
 FD0226'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FD0226'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0212 ***********************************************************************
 GD0212  DESIGNATION -  A 18
 GD0212  PID         -  GD0212
 GD0212  STATE/COUNTY-  TN/HENRY
 GD0212  USGS QUAD   -  MURRAY (1986)
 GD0212
 GD0212                         *CURRENT SURVEY CONTROL
 GD0212  ___________________________________________________________________
 GD0212* NAD 83(1986)-  36 30 01.     (N)    088 19 37.     (W)     SCALED    
 GD0212* NAVD 88     -       170.869  (meters)     560.59   (feet)  ADJUSTED  
 GD0212  ___________________________________________________________________
 GD0212  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0212  DYNAMIC HT  -         170.730 (meters)     560.14  (feet)  COMP
 GD0212  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GD0212
 GD0212  VERT ORDER  -  FIRST     CLASS II
 GD0212
 GD0212.The horizontal coordinates were scaled from a topographic map and have
 GD0212.an estimated accuracy of +/- 6 seconds.
 GD0212
 GD0212.The orthometric height was determined by differential leveling
 GD0212.and adjusted by the National Geodetic Survey in June 1991..
 GD0212
 GD0212.The geoid height was determined by GEOID03.
 GD0212
 GD0212.The dynamic height is computed by dividing the NAVD 88
 GD0212.geopotential number by the normal gravity value computed on the
 GD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0212.degrees latitude (g = 980.6199 gals.).
 GD0212
 GD0212.The modeled gravity was interpolated from observed gravity values.
 GD0212
 GD0212;                    North         East    Units  Estimated Accuracy
 GD0212;SPC TN       -   242,910.      391,540.      MT  (+/- 180 meters Scaled)
 GD0212
 GD0212                          SUPERSEDED SURVEY CONTROL
 GD0212
 GD0212  NGVD 29 (??/??/??)  170.914  (m)          560.74   (f) ADJUSTED    1 2
 GD0212
 GD0212.Superseded values are not recommended for survey control.
 GD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0212.See file dsdata.txt to determine how the superseded data were derived.
 GD0212
 GD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF811402(NAD 83)
 GD0212_MARKER: DB = BENCH MARK DISK
 GD0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0212_STAMPING: A 18 1934 560.977
 GD0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0212+STABILITY: SURFACE MOTION
 GD0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0212+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 GD0212
 GD0212  HISTORY     - Date     Condition        Report By
 GD0212  HISTORY     - 1934     MONUMENTED       CGS
 GD0212  HISTORY     - 1968     GOOD             CGS
 GD0212  HISTORY     - 1988     GOOD             USPSQD
 GD0212  HISTORY     - 20020606 GOOD             USACE
 GD0212
 GD0212                          STATION DESCRIPTION
 GD0212
 GD0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0212'0.2 MI S FROM HAZEL.
 GD0212'THE MARK IS ABOUT 0.2 OF A MILE SOUTH ALONG THE OLD NASHVILLE,
 GD0212'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN HAZEL,
 GD0212'CALLOWAY COUNTY, KENTUCKY.  (THIS IS NOW THE LOUISVILLE AND
 GD0212'NASHVILLE RAILROAD).  IT IS 9 POLES SOUTH OF MILEPOST NO. 49,
 GD0212'77 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOME,
 GD0212'69 FEET EAST OF A BOUNDARY MARKER SIGN WITH THE LEGENDS CALLOWAY
 GD0212'COUNTY KENTUCKY ON THE NORTH AND HENRY COUNTY TENNESSEE ON THE
 GD0212'SOUTH, 45 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 34
 GD0212'FEET EAST OF A TELEGRAPH POLE, 23 FEET SOUTH OF THE APPROXIMATE
 GD0212'CENTER OF STATE LINE ROAD (THIS IS STATE STREET), AND 0.9 OF A
 GD0212'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD0212'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD0212'MONUMENT AND THE DISK IS STAMPED A 18 1934 560.977.
 GD0212
 GD0212                          STATION RECOVERY (1988)
 GD0212
 GD0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD0212'RECOVERED IN GOOD CONDITION.
 GD0212
 GD0212                          STATION RECOVERY (2002)
 GD0212
 GD0212'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0335 ***********************************************************************
 FD0335  DESIGNATION -  A 180
 FD0335  PID         -  FD0335
 FD0335  STATE/COUNTY-  TN/LINCOLN
 FD0335  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0335
 FD0335                         *CURRENT SURVEY CONTROL
 FD0335  ___________________________________________________________________
 FD0335* NAD 83(1986)-  35 12 03.     (N)    086 35 39.     (W)     SCALED    
 FD0335* NAVD 88     -       228.396  (meters)     749.33   (feet)  ADJUSTED  
 FD0335  ___________________________________________________________________
 FD0335  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0335  DYNAMIC HT  -         228.185 (meters)     748.64  (feet)  COMP
 FD0335  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0335
 FD0335  VERT ORDER  -  FIRST     CLASS II
 FD0335
 FD0335.The horizontal coordinates were scaled from a topographic map and have
 FD0335.an estimated accuracy of +/- 6 seconds.
 FD0335
 FD0335.The orthometric height was determined by differential leveling
 FD0335.and adjusted by the National Geodetic Survey in June 1991..
 FD0335
 FD0335.The geoid height was determined by GEOID03.
 FD0335
 FD0335.The dynamic height is computed by dividing the NAVD 88
 FD0335.geopotential number by the normal gravity value computed on the
 FD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0335.degrees latitude (g = 980.6199 gals.).
 FD0335
 FD0335.The modeled gravity was interpolated from observed gravity values.
 FD0335
 FD0335;                    North         East    Units  Estimated Accuracy
 FD0335;SPC TN       -    96,410.      545,890.      MT  (+/- 180 meters Scaled)
 FD0335
 FD0335                          SUPERSEDED SURVEY CONTROL
 FD0335
 FD0335  NGVD 29 (??/??/92)  228.376  (m)          749.26   (f) ADJ UNCH    1 2
 FD0335
 FD0335.Superseded values are not recommended for survey control.
 FD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0335.See file dsdata.txt to determine how the superseded data were derived.
 FD0335
 FD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED369953(NAD 83)
 FD0335_MARKER: DB = BENCH MARK DISK
 FD0335_SETTING: 66 = SET IN ROCK OUTCROP
 FD0335_SP_SET: SET IN ROCK OUTCROP
 FD0335_STAMPING: A 180 1949
 FD0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0335+STABILITY: POSITION/ELEVATION WELL
 FD0335
 FD0335  HISTORY     - Date     Condition        Report By
 FD0335  HISTORY     - 1949     MONUMENTED       CGS
 FD0335
 FD0335                          STATION DESCRIPTION
 FD0335
 FD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0335'3.8 MI NW FROM FAYETTEVILLE.
 FD0335'3.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0335'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0335'FAYETTEVILLE, ABOUT 0.1 MILE NORTHWEST OF A ROAD CROSSING, SET
 FD0335'IN THE TOP OF AN OUTCROP OF ROCK ON THE RIGHT-OF-WAY OF STATE
 FD0335'HIGHWAY 50, 174 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 43/15,
 FD0335'42 1/2 FEET WEST OF POLE NO. 43/14, 40 FEET SOUTHWEST OF THE
 FD0335'SOUTHWEST RAIL 32 FEET NORTHWEST OF A POWER POLE, 22 1/2 FEET
 FD0335'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE
 FD0335'THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0178 ***********************************************************************
 GD0178  DESIGNATION -  A 181
 GD0178  PID         -  GD0178
 GD0178  STATE/COUNTY-  TN/HENRY
 GD0178  USGS QUAD   -  OSAGE (1985)
 GD0178
 GD0178                         *CURRENT SURVEY CONTROL
 GD0178  ___________________________________________________________________
 GD0178* NAD 83(1986)-  36 17 36.     (N)    088 25 09.     (W)     SCALED    
 GD0178* NAVD 88     -       154.823  (meters)     507.95   (feet)  ADJUSTED  
 GD0178  ___________________________________________________________________
 GD0178  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0178  DYNAMIC HT  -         154.695 (meters)     507.53  (feet)  COMP
 GD0178  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0178
 GD0178  VERT ORDER  -  FIRST     CLASS II
 GD0178
 GD0178.The horizontal coordinates were scaled from a topographic map and have
 GD0178.an estimated accuracy of +/- 6 seconds.
 GD0178
 GD0178.The orthometric height was determined by differential leveling
 GD0178.and adjusted by the National Geodetic Survey in June 1991..
 GD0178
 GD0178.The geoid height was determined by GEOID03.
 GD0178
 GD0178.The dynamic height is computed by dividing the NAVD 88
 GD0178.geopotential number by the normal gravity value computed on the
 GD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0178.degrees latitude (g = 980.6199 gals.).
 GD0178
 GD0178.The modeled gravity was interpolated from observed gravity values.
 GD0178
 GD0178;                    North         East    Units  Estimated Accuracy
 GD0178;SPC TN       -   220,150.      382,720.      MT  (+/- 180 meters Scaled)
 GD0178
 GD0178                          SUPERSEDED SURVEY CONTROL
 GD0178
 GD0178  NGVD 29 (??/??/??)  154.860  (m)          508.07   (f) ADJUSTED    1 2
 GD0178
 GD0178.Superseded values are not recommended for survey control.
 GD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0178.See file dsdata.txt to determine how the superseded data were derived.
 GD0178
 GD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF725174(NAD 83)
 GD0178_MARKER: DB = BENCH MARK DISK
 GD0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0178_STAMPING: A 181 1949
 GD0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0178+STABILITY: SURFACE MOTION
 GD0178
 GD0178  HISTORY     - Date     Condition        Report By
 GD0178  HISTORY     - 1949     MONUMENTED       CGS
 GD0178  HISTORY     - 1968     GOOD             CGS
 GD0178  HISTORY     - 1971     GOOD             NGS
 GD0178
 GD0178                          STATION DESCRIPTION
 GD0178
 GD0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0178'5.3 MI W FROM PARIS.
 GD0178'THE MARK IS ABOUT 5.3 MILES WEST ALONG STATE ROUTE 54 FROM THE
 GD0178'SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQAURE IN PARIS
 GD0178'ALONG THE NORTH RIGHT-OF-WAY OF STATE ROUTE 54.  IT IS 270 FEET
 GD0178'EAST OF THE T INTERSECTION OF STATE ROUTE 54 AND A PAVED ROAD TO
 GD0178'THE GUM SPRINGS CHURCH, 141 FEET SOUTHWEST OF THE SOUTHWEST
 GD0178'CORNER OF A FRAME FARM HOUSE, 57 FEET WEST OF A SOUTHEAST FENCE
 GD0178'CORNER POST, 27 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GD0178'ROUTE 54, 20 FEET WEST OF A GUYED UTILITY AND TRANSFORMER POLE
 GD0178'NO. 104, AND 1.1 FEET SOUTH OF A WOVEN WIRE FENCE AND METAL
 GD0178'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD0178'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 GD0178'THE DISK IS STAMPED A 181 1949.  NOTE-- POST AND SIGN AND
 GD0178'MONUMENT.
 GD0178
 GD0178                          STATION RECOVERY (1971)
 GD0178
 GD0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1398 ***********************************************************************
 GC1398  DESIGNATION -  A 182
 GC1398  PID         -  GC1398
 GC1398  STATE/COUNTY-  TN/CHEATHAM
 GC1398  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1398
 GC1398                         *CURRENT SURVEY CONTROL
 GC1398  ___________________________________________________________________
 GC1398* NAD 83(1986)-  36 21 59.     (N)    087 14 49.     (W)     SCALED    
 GC1398* NAVD 88     -       124.796  (meters)     409.43   (feet)  ADJUSTED  
 GC1398  ___________________________________________________________________
 GC1398  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1398  DYNAMIC HT  -         124.692 (meters)     409.09  (feet)  COMP
 GC1398  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1398
 GC1398  VERT ORDER  -  FIRST     CLASS II
 GC1398
 GC1398.The horizontal coordinates were scaled from a topographic map and have
 GC1398.an estimated accuracy of +/- 6 seconds.
 GC1398
 GC1398.The orthometric height was determined by differential leveling
 GC1398.and adjusted by the National Geodetic Survey in June 1991..
 GC1398
 GC1398.The geoid height was determined by GEOID03.
 GC1398
 GC1398.The dynamic height is computed by dividing the NAVD 88
 GC1398.geopotential number by the normal gravity value computed on the
 GC1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1398.degrees latitude (g = 980.6199 gals.).
 GC1398
 GC1398.The modeled gravity was interpolated from observed gravity values.
 GC1398
 GC1398;                    North         East    Units  Estimated Accuracy
 GC1398;SPC TN       -   226,280.      488,100.      MT  (+/- 180 meters Scaled)
 GC1398
 GC1398                          SUPERSEDED SURVEY CONTROL
 GC1398
 GC1398  NGVD 29 (??/??/92)  124.856  (m)          409.63   (f) ADJ UNCH    1 2
 GC1398
 GC1398.Superseded values are not recommended for survey control.
 GC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1398.See file dsdata.txt to determine how the superseded data were derived.
 GC1398
 GC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF778246(NAD 83)
 GC1398_MARKER: DB = BENCH MARK DISK
 GC1398_SETTING: 66 = SET IN ROCK OUTCROP
 GC1398_SP_SET: ROCK CLIFF
 GC1398_STAMPING: A 182 1949
 GC1398_MARK LOGO: CGS   
 GC1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1398+STABILITY: POSITION/ELEVATION WELL
 GC1398
 GC1398  HISTORY     - Date     Condition        Report By
 GC1398  HISTORY     - 1949     MONUMENTED       CGS
 GC1398  HISTORY     - 1984     GOOD             NGS
 GC1398
 GC1398                          STATION DESCRIPTION
 GC1398
 GC1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1398'12.6 MI NW FROM ASHLAND CITY.
 GC1398'12.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1398'STATION AT ASHLAND CITY, AT A ROAD CROSSING KNOWN AS HINTON ROAD
 GC1398'CROSSING, 225 FEET NORTHWEST OF THE NORTH CORNER OF A LONG AND
 GC1398'HIGH TRESTLE OVER DRY FORK CREEK, 70 FEET EAST-SOUTHEAST OF THE
 GC1398'CENTER OF THE SMALL ROAD CROSSING, 20 FEET NORTHEAST OF THE
 GC1398'NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF A 7-FOOT
 GC1398'HIGH ROCK CLIFF, ABOUT 1 1/2 FEET ABOVE THE GROUND AND 1 FOOT
 GC1398'ABOVE THE TRACK.
 GC1398
 GC1398                          STATION RECOVERY (1984)
 GC1398
 GC1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1398'RECOVERED IN GOOD CONDITION.  NOTE, THE DIRT HAS FILLED IN AROUND THE
 GC1398'MARK SO THAT IT IS NOW ONLY 0.5 FOOT ABOVE THE GROUND.  NOTE, NOT
 GC1398'LEVELED DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1123 ***********************************************************************
 GC1123  DESIGNATION -  A 183
 GC1123  PID         -  GC1123
 GC1123  STATE/COUNTY-  TN/MONTGOMERY
 GC1123  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1123
 GC1123                         *CURRENT SURVEY CONTROL
 GC1123  ___________________________________________________________________
 GC1123* NAD 83(1986)-  36 35 27.     (N)    087 24 08.     (W)     SCALED    
 GC1123* NAVD 88     -       147.481  (meters)     483.86   (feet)  ADJUSTED  
 GC1123  ___________________________________________________________________
 GC1123  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1123  DYNAMIC HT  -         147.359 (meters)     483.46  (feet)  COMP
 GC1123  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 GC1123
 GC1123  VERT ORDER  -  FIRST     CLASS II
 GC1123
 GC1123.The horizontal coordinates were scaled from a topographic map and have
 GC1123.an estimated accuracy of +/- 6 seconds.
 GC1123
 GC1123.The orthometric height was determined by differential leveling
 GC1123.and adjusted by the National Geodetic Survey in June 1991..
 GC1123
 GC1123.The geoid height was determined by GEOID03.
 GC1123
 GC1123.The dynamic height is computed by dividing the NAVD 88
 GC1123.geopotential number by the normal gravity value computed on the
 GC1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1123.degrees latitude (g = 980.6199 gals.).
 GC1123
 GC1123.The modeled gravity was interpolated from observed gravity values.
 GC1123
 GC1123;                    North         East    Units  Estimated Accuracy
 GC1123;SPC TN       -   251,380.      474,520.      MT  (+/- 180 meters Scaled)
 GC1123
 GC1123                          SUPERSEDED SURVEY CONTROL
 GC1123
 GC1123  NGVD 29 (??/??/92)  147.542  (m)          484.06   (f) ADJ UNCH    1 2
 GC1123
 GC1123.Superseded values are not recommended for survey control.
 GC1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1123.See file dsdata.txt to determine how the superseded data were derived.
 GC1123
 GC1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF640495(NAD 83)
 GC1123_MARKER: DB = BENCH MARK DISK
 GC1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1123_STAMPING: A 183 1949
 GC1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1123+STABILITY: SURFACE MOTION
 GC1123
 GC1123  HISTORY     - Date     Condition        Report By
 GC1123  HISTORY     - 1949     MONUMENTED       CGS
 GC1123  HISTORY     - 1957     GOOD             NGS
 GC1123
 GC1123                          STATION DESCRIPTION
 GC1123
 GC1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1123'8.4 MI N FROM CLARKSVILLE.
 GC1123'8.45 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1123'STATION AT CLARKSVILLE, ABOUT 0.3 MILE SOUTH OF A WOODEN OVERPASS
 GC1123'NO. H 64-90 OVER THE TRACK, AT A PRIVATE FIELD ROAD CROSSING,
 GC1123'AT THE NORTH END OF A CUT AND AT THE SOUTH END OF A FILL, 48
 GC1123'FEET WEST OF THE WEST RAIL, 51 FEET WEST-NORTHWEST OF THE CENTER
 GC1123'OF THE CROSSING, 1 FOOT EAST OF THE R/W FENCE LINE, 24 FEET
 GC1123'NORTH OF THE CENTER OF A GATE FOR PRIVATE ROAD, 2 FEET SOUTH OF
 GC1123'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 GC1123'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1123
 GC1123                          STATION RECOVERY (1957)
 GC1123
 GC1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1189 ***********************************************************************
 FC1189  DESIGNATION -  A 184
 FC1189  PID         -  FC1189
 FC1189  STATE/COUNTY-  TN/HAMILTON
 FC1189  USGS QUAD   -  CHATTANOOGA (1976)
 FC1189
 FC1189                         *CURRENT SURVEY CONTROL
 FC1189  ___________________________________________________________________
 FC1189* NAD 83(1986)-  35 01 03.     (N)    085 18 28.     (W)     SCALED    
 FC1189* NAVD 88     -       202.276  (meters)     663.63   (feet)  ADJUSTED  
 FC1189  ___________________________________________________________________
 FC1189  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1189  DYNAMIC HT  -         202.075 (meters)     662.97  (feet)  COMP
 FC1189  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 FC1189
 FC1189  VERT ORDER  -  FIRST     CLASS II
 FC1189
 FC1189.The horizontal coordinates were scaled from a topographic map and have
 FC1189.an estimated accuracy of +/- 6 seconds.
 FC1189
 FC1189.The orthometric height was determined by differential leveling
 FC1189.and adjusted by the National Geodetic Survey in June 1991..
 FC1189.WARNING-Repeat measurements at this control monument indicate possible
 FC1189.vertical movement.
 FC1189
 FC1189.The geoid height was determined by GEOID03.
 FC1189
 FC1189.The dynamic height is computed by dividing the NAVD 88
 FC1189.geopotential number by the normal gravity value computed on the
 FC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1189.degrees latitude (g = 980.6199 gals.).
 FC1189
 FC1189.The modeled gravity was interpolated from observed gravity values.
 FC1189
 FC1189;                    North         East    Units  Estimated Accuracy
 FC1189;SPC TN       -    76,130.      663,180.      MT  (+/- 180 meters Scaled)
 FC1189
 FC1189                          SUPERSEDED SURVEY CONTROL
 FC1189
 FC1189  NGVD 29 (??/??/92)  202.328  (m)          663.80   (f) ADJ UNCH    1 2
 FC1189
 FC1189.Superseded values are not recommended for survey control.
 FC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1189.See file dsdata.txt to determine how the superseded data were derived.
 FC1189
 FC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD543762(NAD 83)
 FC1189_MARKER: DB = BENCH MARK DISK
 FC1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1189_STAMPING: A 184 1950
 FC1189_MARK LOGO: CGS   
 FC1189_PROJECTION: RECESSED 6 CENTIMETERS
 FC1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1189+STABILITY: SURFACE MOTION
 FC1189
 FC1189  HISTORY     - Date     Condition        Report By
 FC1189  HISTORY     - 1950     MONUMENTED       CGS
 FC1189  HISTORY     - 1962     GOOD             NGS
 FC1189  HISTORY     - 1983     GOOD             NGS
 FC1189
 FC1189                          STATION DESCRIPTION
 FC1189
 FC1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1189'AT CHATTANOOGA.
 FC1189'AT CHATTANOOGA, ABOUT 0.65 MILE SOUTHWEST ALONG THE ALABAMA
 FC1189'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, AT BELT
 FC1189'SIDING, 217 FEET WEST-NORTHWEST AND ACROSS TRACKS FROM THE CENTER
 FC1189'OF A GATE ACROSS SIDE TRACK TO SOUTHERN WOOD PRESERVATIVE COMPANY,
 FC1189'37 FEET WEST AND ACROSS A DIM DRIVE FROM THE EXTREME WEST
 FC1189'RAIL OF SIDING, 48 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 FC1189'WEST TO A SMALL SHACK, 12 FEET WEST OF THE CENTER LINE OF THE
 FC1189'DIM ROAD SOUTH ALONG SIDING, 1 1/2 FEET NORTH OF A T.V.A. WITNESS
 FC1189'POST, ABOUT 4 FEET BELOW THE TRACKS AND SET IN THE TOP OF A
 FC1189'CONCRETE POST PROJECTING 3 INCHES.
 FC1189
 FC1189                          STATION RECOVERY (1962)
 FC1189
 FC1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1189'RECOVERED IN GOOD CONDITION.
 FC1189
 FC1189                          STATION RECOVERY (1983)
 FC1189
 FC1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1189'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 FC1189'IN CHATTANOOGA, ABOUT 1.0 KM (0.65 MI) SOUTHWEST ALONG THE ALABAMA
 FC1189'GREAT SOUTHERN RAILROAD FROM THE ROSSVILLE AVENUE VIADUCT, ALSO 0.5 KM
 FC1189'(0.3 MI) SOUTHEAST ALONG SHIPP AVENUE FROM 2900 MARKET STREET,
 FC1189'7.62 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF SHIPP AVENUE,
 FC1189'11.28 METERS (37.0 FT) WEST-NORTHWEST OF THE WEST RAIL OF THE SIDE
 FC1189'TRACK, 27.74 METERS (91.0 FT) SOUTH-SOUTHWEST OF A RAILROAD SWITCH
 FC1189'STAND, 16.15 METERS (53.0 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A
 FC1189'CHAIN LINK FENCE AROUND PILOT FREIGHT CARRIERS INCORPORATED, AND
 FC1189'22.25 METERS (73.0 FT) EAST-SOUTHEAST OF A LIGHT POLE WITH TWO LIGHTS.
 FC1189'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FC1189'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0301 ***********************************************************************
 FD0301  DESIGNATION -  A 185
 FD0301  PID         -  FD0301
 FD0301  STATE/COUNTY-  TN/MARSHALL
 FD0301  USGS QUAD   -  LEWISBURG (1981)
 FD0301
 FD0301                         *CURRENT SURVEY CONTROL
 FD0301  ___________________________________________________________________
 FD0301* NAD 83(1986)-  35 26 44.     (N)    086 47 15.     (W)     SCALED    
 FD0301* NAVD 88     -       219.958  (meters)     721.65   (feet)  ADJUSTED  
 FD0301  ___________________________________________________________________
 FD0301  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0301  DYNAMIC HT  -         219.759 (meters)     720.99  (feet)  COMP
 FD0301  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FD0301
 FD0301  VERT ORDER  -  FIRST     CLASS II
 FD0301
 FD0301.The horizontal coordinates were scaled from a topographic map and have
 FD0301.an estimated accuracy of +/- 6 seconds.
 FD0301
 FD0301.The orthometric height was determined by differential leveling
 FD0301.and adjusted by the National Geodetic Survey in June 1991..
 FD0301
 FD0301.The geoid height was determined by GEOID03.
 FD0301
 FD0301.The dynamic height is computed by dividing the NAVD 88
 FD0301.geopotential number by the normal gravity value computed on the
 FD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0301.degrees latitude (g = 980.6199 gals.).
 FD0301
 FD0301.The modeled gravity was interpolated from observed gravity values.
 FD0301
 FD0301;                    North         East    Units  Estimated Accuracy
 FD0301;SPC TN       -   123,690.      528,510.      MT  (+/- 180 meters Scaled)
 FD0301
 FD0301                          SUPERSEDED SURVEY CONTROL
 FD0301
 FD0301  NGVD 29 (??/??/92)  219.935  (m)          721.57   (f) ADJ UNCH    1 2
 FD0301
 FD0301.Superseded values are not recommended for survey control.
 FD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0301.See file dsdata.txt to determine how the superseded data were derived.
 FD0301
 FD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192224(NAD 83)
 FD0301_MARKER: DB = BENCH MARK DISK
 FD0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0301_SP_SET: PIER
 FD0301_STAMPING: A 185 1949
 FD0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0301
 FD0301  HISTORY     - Date     Condition        Report By
 FD0301  HISTORY     - 1949     MONUMENTED       CGS
 FD0301
 FD0301                          STATION DESCRIPTION
 FD0301
 FD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0301'0.4 MI SE FROM LEWISBURG.
 FD0301'0.35 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0301'LOUIS RAILWAY FROM THE STATION AT LEWISBURG, SET IN THE TOP OF THE
 FD0301'EAST END OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF RAILWAY
 FD0301'BRIDGE NO. 66.6 OVER BIG ROCK CREEK, NEAR THE NORTHEAST CORNER OF
 FD0301'THE LEWISBURG AIRPORT, 7 FEET EAST OF THE EAST RAIL AND ABOUT 3
 FD0301'FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0055 ***********************************************************************
 FD0055  DESIGNATION -  A 186
 FD0055  PID         -  FD0055
 FD0055  STATE/COUNTY-  TN/RUTHERFORD
 FD0055  USGS QUAD   -  MURFREESBORO (1983)
 FD0055
 FD0055                         *CURRENT SURVEY CONTROL
 FD0055  ___________________________________________________________________
 FD0055* NAD 83(1986)-  35 51 29.     (N)    086 24 40.     (W)     SCALED    
 FD0055* NAVD 88     -       175.324  (meters)     575.21   (feet)  ADJUSTED  
 FD0055  ___________________________________________________________________
 FD0055  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0055  DYNAMIC HT  -         175.171 (meters)     574.71  (feet)  COMP
 FD0055  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FD0055
 FD0055  VERT ORDER  -  FIRST     CLASS II
 FD0055
 FD0055.The horizontal coordinates were scaled from a topographic map and have
 FD0055.an estimated accuracy of +/- 6 seconds.
 FD0055
 FD0055.The orthometric height was determined by differential leveling
 FD0055.and adjusted by the National Geodetic Survey in June 1991..
 FD0055
 FD0055.The geoid height was determined by GEOID03.
 FD0055
 FD0055.The dynamic height is computed by dividing the NAVD 88
 FD0055.geopotential number by the normal gravity value computed on the
 FD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0055.degrees latitude (g = 980.6199 gals.).
 FD0055
 FD0055.The modeled gravity was interpolated from observed gravity values.
 FD0055
 FD0055;                    North         East    Units  Estimated Accuracy
 FD0055;SPC TN       -   169,240.      562,870.      MT  (+/- 180 meters Scaled)
 FD0055
 FD0055                          SUPERSEDED SURVEY CONTROL
 FD0055
 FD0055  NGVD 29 (??/??/92)  175.337  (m)          575.25   (f) ADJ UNCH    1 2
 FD0055
 FD0055.Superseded values are not recommended for survey control.
 FD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0055.See file dsdata.txt to determine how the superseded data were derived.
 FD0055
 FD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE531683(NAD 83)
 FD0055_MARKER: DB = BENCH MARK DISK
 FD0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0055_SP_SET: ABUTMENT
 FD0055_STAMPING: A 186 1949
 FD0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0055
 FD0055  HISTORY     - Date     Condition        Report By
 FD0055  HISTORY     - 1949     MONUMENTED       CGS
 FD0055
 FD0055                          STATION DESCRIPTION
 FD0055
 FD0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0055'1 MI NW FROM MURFREESBORO.
 FD0055'1.0 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0055'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, SET IN THE TOP
 FD0055'OF THE NORTHEAST WING WALL OF THE SOUTHEAST ABUTMENT OF RAILWAY
 FD0055'BRIDGE NO. 30.6 OVER STONE RIVER, 5 1/2 FEET NORTHEAST OF THE
 FD0055'NORTHEAST RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0352 ***********************************************************************
 FD0352  DESIGNATION -  A 188
 FD0352  PID         -  FD0352
 FD0352  STATE/COUNTY-  TN/MARSHALL
 FD0352  USGS QUAD   -  LEWISBURG (1981)
 FD0352
 FD0352                         *CURRENT SURVEY CONTROL
 FD0352  ___________________________________________________________________
 FD0352* NAD 83(1986)-  35 27 27.     (N)    086 47 16.     (W)     SCALED    
 FD0352* NAVD 88     -       221.970  (meters)     728.25   (feet)  ADJUSTED  
 FD0352  ___________________________________________________________________
 FD0352  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0352  DYNAMIC HT  -         221.770 (meters)     727.59  (feet)  COMP
 FD0352  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FD0352
 FD0352  VERT ORDER  -  FIRST     CLASS II
 FD0352
 FD0352.The horizontal coordinates were scaled from a topographic map and have
 FD0352.an estimated accuracy of +/- 6 seconds.
 FD0352
 FD0352.The orthometric height was determined by differential leveling
 FD0352.and adjusted by the National Geodetic Survey in June 1991..
 FD0352
 FD0352.The geoid height was determined by GEOID03.
 FD0352
 FD0352.The dynamic height is computed by dividing the NAVD 88
 FD0352.geopotential number by the normal gravity value computed on the
 FD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0352.degrees latitude (g = 980.6199 gals.).
 FD0352
 FD0352.The modeled gravity was interpolated from observed gravity values.
 FD0352
 FD0352;                    North         East    Units  Estimated Accuracy
 FD0352;SPC TN       -   125,010.      528,490.      MT  (+/- 180 meters Scaled)
 FD0352
 FD0352                          SUPERSEDED SURVEY CONTROL
 FD0352
 FD0352  NGVD 29 (??/??/92)  221.947  (m)          728.17   (f) ADJ UNCH    1 2
 FD0352
 FD0352.Superseded values are not recommended for survey control.
 FD0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0352.See file dsdata.txt to determine how the superseded data were derived.
 FD0352
 FD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192238(NAD 83)
 FD0352_MARKER: DB = BENCH MARK DISK
 FD0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0352_SP_SET: CULVERT
 FD0352_STAMPING: A 188 1949
 FD0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0352
 FD0352  HISTORY     - Date     Condition        Report By
 FD0352  HISTORY     - 1949     MONUMENTED       CGS
 FD0352
 FD0352                          STATION DESCRIPTION
 FD0352
 FD0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0352'0.5 MI NE FROM LEWISBURG.
 FD0352'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 FD0352'AT LEWISBURG, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 60 FEET
 FD0352'SOUTHWEST OF THE CENTER OF A DRIVE WAY TO A SMALL FRAME HOUSE, 57.6
 FD0352'FEET NORTHEAST OF THE NORTHEAST CORNER OF RAYS LOCKER PLANT,
 FD0352'32 FEET EAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 FD0352'BLACK TOP STREET LEADING NORTHWEST, 26 FEET EAST OF THE CENTER LINE
 FD0352'OF THE HIGHWAY AND SET IN THE CONCRETE HEAD WALL OF A 10-FOOT
 FD0352'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1139 ***********************************************************************
 GC1139  DESIGNATION -  A 189
 GC1139  PID         -  GC1139
 GC1139  STATE/COUNTY-  TN/MONTGOMERY
 GC1139  USGS QUAD   -  CLARKSVILLE (1984)
 GC1139
 GC1139                         *CURRENT SURVEY CONTROL
 GC1139  ___________________________________________________________________
 GC1139* NAD 83(1986)-  36 33 57.     (N)    087 18 22.     (W)     SCALED    
 GC1139* NAVD 88     -       175.761  (meters)     576.64   (feet)  ADJUSTED  
 GC1139  ___________________________________________________________________
 GC1139  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1139  DYNAMIC HT  -         175.616 (meters)     576.17  (feet)  COMP
 GC1139  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GC1139
 GC1139  VERT ORDER  -  FIRST     CLASS II
 GC1139
 GC1139.The horizontal coordinates were scaled from a topographic map and have
 GC1139.an estimated accuracy of +/- 6 seconds.
 GC1139
 GC1139.The orthometric height was determined by differential leveling
 GC1139.and adjusted by the National Geodetic Survey in June 1991..
 GC1139
 GC1139.The geoid height was determined by GEOID03.
 GC1139
 GC1139.The dynamic height is computed by dividing the NAVD 88
 GC1139.geopotential number by the normal gravity value computed on the
 GC1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1139.degrees latitude (g = 980.6199 gals.).
 GC1139
 GC1139.The modeled gravity was interpolated from observed gravity values.
 GC1139
 GC1139;                    North         East    Units  Estimated Accuracy
 GC1139;SPC TN       -   248,480.      483,080.      MT  (+/- 180 meters Scaled)
 GC1139
 GC1139                          SUPERSEDED SURVEY CONTROL
 GC1139
 GC1139  NGVD 29 (??/??/92)  175.828  (m)          576.86   (f) ADJ UNCH    1 2
 GC1139
 GC1139.Superseded values are not recommended for survey control.
 GC1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1139.See file dsdata.txt to determine how the superseded data were derived.
 GC1139
 GC1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF726467(NAD 83)
 GC1139_MARKER: DB = BENCH MARK DISK
 GC1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1139_STAMPING: A 189 1949
 GC1139_MARK LOGO: CGS   
 GC1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1139
 GC1139  HISTORY     - Date     Condition        Report By
 GC1139  HISTORY     - 1949     MONUMENTED       CGS
 GC1139  HISTORY     - 1954     GOOD             NGS
 GC1139  HISTORY     - 1984     GOOD             NGS
 GC1139
 GC1139                          STATION DESCRIPTION
 GC1139
 GC1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1139'3.6 MI NE FROM CLARKSVILLE.
 GC1139'3.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1139'FROM THE STATION AT CLARKSVILLE, ABOUT 0.5 MILE SOUTHWEST OF
 GC1139'ROAD CROSSING AND FLAG STATION AT ST. BETHLEHEM, AT THE OVERPASS
 GC1139'OF A BLACK TOP ROAD OVER THE TRACKS, SET VERTICALLY IN THE
 GC1139'SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG
 GC1139'OF THE FIRST PIER NORTHWEST OF THE TRACK, 12 FEET NORTHWEST OF THE
 GC1139'NORTHWEST RAIL, 23.3 FEET SOUTHWEST OF A SWITCH STAND AT SOUTHWEST
 GC1139'END OF A SIDING AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK.
 GC1139
 GC1139                          STATION RECOVERY (1984)
 GC1139
 GC1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1139'RECOVERED IN GOOD CONDITION.
 GC1139'THE MARK IS 1.07 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2372 ***********************************************************************
 GA2372  DESIGNATION -  A 19
 GA2372  PID         -  GA2372
 GA2372  STATE/COUNTY-  TN/SEVIER
 GA2372  USGS QUAD   -  MASCOT (1987)
 GA2372
 GA2372                         *CURRENT SURVEY CONTROL
 GA2372  ___________________________________________________________________
 GA2372* NAD 83(1986)-  36 00 33.     (N)    083 40 03.     (W)     SCALED    
 GA2372* NAVD 88     -       311.76   (+/-2cm)    1022.8    (feet)  VERTCON   
 GA2372  ___________________________________________________________________
 GA2372  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2372
 GA2372  VERT ORDER  -  ? (See Below)
 GA2372
 GA2372.The horizontal coordinates were scaled from a topographic map and have
 GA2372.an estimated accuracy of +/- 6 seconds.
 GA2372
 GA2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2372.The vertical order pertains to the NGVD 29 superseded value.
 GA2372
 GA2372.The geoid height was determined by GEOID03.
 GA2372
 GA2372;                    North         East    Units  Estimated Accuracy
 GA2372;SPC TN       -   188,440.      810,250.      MT  (+/- 180 meters Scaled)
 GA2372
 GA2372                          SUPERSEDED SURVEY CONTROL
 GA2372
 GA2372  NGVD 29 (??/??/92)  311.903  (m)         1023.30   (f) ADJ UNCH    ?  
 GA2372
 GA2372.Superseded values are not recommended for survey control.
 GA2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2372.See file dsdata.txt to determine how the superseded data were derived.
 GA2372
 GA2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV595882(NAD 83)
 GA2372_MARKER: Q = CHISELED SQUARE
 GA2372_SETTING: 66 = SET IN ROCK OUTCROP
 GA2372_SP_SET: ROCK OUTCROP
 GA2372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2372+STABILITY: POSITION/ELEVATION WELL
 GA2372
 GA2372  HISTORY     - Date     Condition        Report By
 GA2372  HISTORY     - UNK      MONUMENTED       TVA
 GA2372  HISTORY     - 1936     GOOD             TVA
 GA2372
 GA2372                          STATION DESCRIPTION
 GA2372
 GA2372'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2372'1.5 MI E FROM THORNGROVE.
 GA2372'IN SEVIER COUNTY, 1.5 MILES EAST ALONG THE PAW PAW HOLLOW ROAD
 GA2372'FROM THORNGROVE, KNOX COUNTY, 500 FEET EAST OF THE KNOX-SEVIER
 GA2372'COUNTYLINE, AT THE JUNCTION OF A ROAD LEADING SOUTH, 75 FEET
 GA2372'SOUTHEAST OF A HOUSE, AND ON A LARGE ROCK OUTCROP OVER THE NORTH
 GA2372'END OF A CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0238 ***********************************************************************
 GD0238  DESIGNATION -  A 19
 GD0238  PID         -  GD0238
 GD0238  STATE/COUNTY-  TN/CARROLL
 GD0238  USGS QUAD   -  VALE (1985)
 GD0238
 GD0238                         *CURRENT SURVEY CONTROL
 GD0238  ___________________________________________________________________
 GD0238* NAD 83(1986)-  36 02 03.     (N)    088 16 42.     (W)     SCALED    
 GD0238* NAVD 88     -       130.706  (meters)     428.82   (feet)  ADJUSTED  
 GD0238  ___________________________________________________________________
 GD0238  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0238  DYNAMIC HT  -         130.595 (meters)     428.46  (feet)  COMP
 GD0238  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GD0238
 GD0238  VERT ORDER  -  FIRST     CLASS II
 GD0238
 GD0238.The horizontal coordinates were scaled from a topographic map and have
 GD0238.an estimated accuracy of +/- 6 seconds.
 GD0238
 GD0238.The orthometric height was determined by differential leveling
 GD0238.and adjusted by the National Geodetic Survey in June 1991..
 GD0238
 GD0238.The geoid height was determined by GEOID03.
 GD0238
 GD0238.The dynamic height is computed by dividing the NAVD 88
 GD0238.geopotential number by the normal gravity value computed on the
 GD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0238.degrees latitude (g = 980.6199 gals.).
 GD0238
 GD0238.The modeled gravity was interpolated from observed gravity values.
 GD0238
 GD0238;                    North         East    Units  Estimated Accuracy
 GD0238;SPC TN       -   191,100.      394,690.      MT  (+/- 180 meters Scaled)
 GD0238
 GD0238                          SUPERSEDED SURVEY CONTROL
 GD0238
 GD0238  NGVD 29 (??/??/??)  130.732  (m)          428.91   (f) ADJUSTED    1 2
 GD0238
 GD0238.Superseded values are not recommended for survey control.
 GD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0238.See file dsdata.txt to determine how the superseded data were derived.
 GD0238
 GD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE848884(NAD 83)
 GD0238_MARKER: DB = BENCH MARK DISK
 GD0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0238_SP_SET: CULVERT
 GD0238_STAMPING: 429.097 A 19 1934
 GD0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0238
 GD0238  HISTORY     - Date     Condition        Report By
 GD0238  HISTORY     - 1934     MONUMENTED       CGS
 GD0238  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0238
 GD0238                          STATION DESCRIPTION
 GD0238
 GD0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0238'AT HOLLOW ROCK.
 GD0238'AT HOLLOW ROCK, CARROLL COUNTY, ON THE PADUCAH DIVISION OF THE
 GD0238'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 9 POLES SOUTH OF
 GD0238'MILEPOST 88, 40 FEET SOUTHWEST OF THE CROSSING OF AN OLD ROAD,
 GD0238'60 FEET NORTH OF THE CROSSING OF U.S. HIGHWAY 70, AT A CULVERT,
 GD0238'IN THE TOP OF THE WEST HEADWALL, AND 10 FEET WEST OF THE WEST
 GD0238'RAIL.  A STANDARD DISK, STAMPED 429.097 A 19 1934.  NOTE-- MONUMENT
 GD0238'BELIEVED GOOD, BUT UNDER 3 FT PLUS OR MINUS FILL OF NEW RD FILL,
 GD0238'DESCRIPTION SHOULD READ FROM OLD HWY 70 LOCATION.
 GD0238
 GD0238                          STATION RECOVERY (1971)
 GD0238
 GD0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1915 ***********************************************************************
 FB1915  DESIGNATION -  A 190
 FB1915  PID         -  FB1915
 FB1915  STATE/COUNTY-  TN/KNOX
 FB1915  USGS QUAD   -  KNOXVILLE (1978)
 FB1915
 FB1915                         *CURRENT SURVEY CONTROL
 FB1915  ___________________________________________________________________
 FB1915* NAD 83(1986)-  35 57 23.     (N)    083 55 34.     (W)     SCALED    
 FB1915* NAVD 88     -       279.327  (meters)     916.43   (feet)  POSTED    
 FB1915  ___________________________________________________________________
 FB1915  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1915  DYNAMIC HT  -         279.070 (meters)     915.58  (feet)  COMP
 FB1915  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FB1915
 FB1915  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1915
 FB1915.The horizontal coordinates were scaled from a topographic map and have
 FB1915.an estimated accuracy of +/- 6 seconds.
 FB1915
 FB1915.The orthometric height was determined by differential leveling
 FB1915.and adjusted by the National Geodetic Survey in 1992..
 FB1915.No vertical observational check was made to the station.
 FB1915.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1915.was located on a no-check spur therefore a value was not computed.
 FB1915
 FB1915.The geoid height was determined by GEOID03.
 FB1915
 FB1915.The dynamic height is computed by dividing the NAVD 88
 FB1915.geopotential number by the normal gravity value computed on the
 FB1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1915.degrees latitude (g = 980.6199 gals.).
 FB1915
 FB1915.The modeled gravity was interpolated from observed gravity values.
 FB1915
 FB1915;                    North         East    Units  Estimated Accuracy
 FB1915;SPC TN       -   182,060.      787,070.      MT  (+/- 180 meters Scaled)
 FB1915
 FB1915                          SUPERSEDED SURVEY CONTROL
 FB1915
 FB1915  NGVD 29 (??/??/92)  279.467  (m)          916.88   (f) ADJ UNCH    1 2
 FB1915
 FB1915.Superseded values are not recommended for survey control.
 FB1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1915.See file dsdata.txt to determine how the superseded data were derived.
 FB1915
 FB1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360830(NAD 83)
 FB1915_MARKER: DB = BENCH MARK DISK
 FB1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1915_SP_SET: PORCH
 FB1915_STAMPING: A 190 1950
 FB1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1915
 FB1915  HISTORY     - Date     Condition        Report By
 FB1915  HISTORY     - 1950     MONUMENTED       CGS
 FB1915
 FB1915                          STATION DESCRIPTION
 FB1915
 FB1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1915'AT KNOXVILLE.
 FB1915'AT KNOXVILLE, ON THE CAMPUS OF THE UNIVERSITY OF TENNESSEE, SET
 FB1915'IN THE TOP OF THE ENTRANCE PORCH OF THE EAST ENTRANCE TO PERKINS
 FB1915'HALL, 6 1/2 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 1/2 FOOT
 FB1915'EAST OF THE EAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0851 ***********************************************************************
 FC0851  DESIGNATION -  A 191
 FC0851  PID         -  FC0851
 FC0851  STATE/COUNTY-  TN/MORGAN
 FC0851  USGS QUAD   -  HARRIMAN (1980)
 FC0851
 FC0851                         *CURRENT SURVEY CONTROL
 FC0851  ___________________________________________________________________
 FC0851* NAD 83(1986)-  35 59 10.     (N)    084 33 26.     (W)     SCALED    
 FC0851* NAVD 88     -       244.623  (meters)     802.57   (feet)  ADJUSTED  
 FC0851  ___________________________________________________________________
 FC0851  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0851  DYNAMIC HT  -         244.399 (meters)     801.83  (feet)  COMP
 FC0851  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0851
 FC0851  VERT ORDER  -  FIRST     CLASS I
 FC0851
 FC0851.The horizontal coordinates were scaled from a topographic map and have
 FC0851.an estimated accuracy of +/- 6 seconds.
 FC0851
 FC0851.The orthometric height was determined by differential leveling
 FC0851.and adjusted by the National Geodetic Survey in June 1991..
 FC0851
 FC0851.The geoid height was determined by GEOID03.
 FC0851
 FC0851.The dynamic height is computed by dividing the NAVD 88
 FC0851.geopotential number by the normal gravity value computed on the
 FC0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0851.degrees latitude (g = 980.6199 gals.).
 FC0851
 FC0851.The modeled gravity was interpolated from observed gravity values.
 FC0851
 FC0851;                    North         East    Units  Estimated Accuracy
 FC0851;SPC TN       -   184,330.      730,100.      MT  (+/- 180 meters Scaled)
 FC0851
 FC0851                          SUPERSEDED SURVEY CONTROL
 FC0851
 FC0851  NGVD 29 (??/??/92)  244.736  (m)          802.94   (f) ADJ UNCH    1 1
 FC0851
 FC0851.Superseded values are not recommended for survey control.
 FC0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0851.See file dsdata.txt to determine how the superseded data were derived.
 FC0851
 FC0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE202851(NAD 83)
 FC0851_MARKER: DB = BENCH MARK DISK
 FC0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0851_SP_SET: WING WALL BRIDGE
 FC0851_STAMPING: A 191 1950 802.938
 FC0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0851
 FC0851  HISTORY     - Date     Condition        Report By
 FC0851  HISTORY     - 1950     MONUMENTED       CGS
 FC0851  HISTORY     - 1968     GOOD             NGS
 FC0851  HISTORY     - 1972     GOOD             TVA
 FC0851
 FC0851                          STATION DESCRIPTION
 FC0851
 FC0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0851'0.2 MI S FROM OAKDALE.
 FC0851'ABOUT 0.15 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0851'AT OAKDALE, 31 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 FC0851'SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF THE CRAB
 FC0851'ORCHARD ROAD BRIDGE OVER THE EMORY RIVER, 16 1/2 FEET NORTH OF
 FC0851'THE CENTERLINE OF THE ROAD, 0.9 FOOT NORTH OF THE NORTH CONCRETE
 FC0851'GUARD RAIL ON THE BRIDGE, 34 FEET NORTH OF BENCH MARK F 49 H,
 FC0851'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT LEVEL WITH
 FC0851'THE TRACK.
 FC0851
 FC0851                          STATION RECOVERY (1972)
 FC0851
 FC0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1072 ***********************************************************************
 FC1072  DESIGNATION -  A 192
 FC1072  PID         -  FC1072
 FC1072  STATE/COUNTY-  TN/HAMILTON
 FC1072  USGS QUAD   -  GRAYSVILLE (1990)
 FC1072
 FC1072                         *CURRENT SURVEY CONTROL
 FC1072  ___________________________________________________________________
 FC1072* NAD 83(1986)-  35 25 19.     (N)    085 05 59.     (W)     SCALED    
 FC1072* NAVD 88     -       216.354  (meters)     709.82   (feet)  ADJUSTED  
 FC1072  ___________________________________________________________________
 FC1072  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1072  DYNAMIC HT  -         216.143 (meters)     709.13  (feet)  COMP
 FC1072  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 FC1072
 FC1072  VERT ORDER  -  FIRST     CLASS II
 FC1072
 FC1072.The horizontal coordinates were scaled from a topographic map and have
 FC1072.an estimated accuracy of +/- 6 seconds.
 FC1072
 FC1072.The orthometric height was determined by differential leveling
 FC1072.and adjusted by the National Geodetic Survey in June 1991..
 FC1072
 FC1072.The geoid height was determined by GEOID03.
 FC1072
 FC1072.The dynamic height is computed by dividing the NAVD 88
 FC1072.geopotential number by the normal gravity value computed on the
 FC1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1072.degrees latitude (g = 980.6199 gals.).
 FC1072
 FC1072.The modeled gravity was interpolated from observed gravity values.
 FC1072
 FC1072;                    North         East    Units  Estimated Accuracy
 FC1072;SPC TN       -   121,160.      681,760.      MT  (+/- 180 meters Scaled)
 FC1072
 FC1072                          SUPERSEDED SURVEY CONTROL
 FC1072
 FC1072  NGVD 29 (??/??/92)  216.412  (m)          710.01   (f) ADJ UNCH    1 2
 FC1072
 FC1072.Superseded values are not recommended for survey control.
 FC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1072.See file dsdata.txt to determine how the superseded data were derived.
 FC1072
 FC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE725214(NAD 83)
 FC1072_MARKER: DB = BENCH MARK DISK
 FC1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1072_STAMPING: A 192 1950
 FC1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1072+STABILITY: SURFACE MOTION
 FC1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1072+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 FC1072
 FC1072  HISTORY     - Date     Condition        Report By
 FC1072  HISTORY     - 1950     MONUMENTED       CGS
 FC1072  HISTORY     - 1972     GOOD             TVA
 FC1072  HISTORY     - 20060801 GOOD             CAS
 FC1072
 FC1072                          STATION DESCRIPTION
 FC1072
 FC1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1072'1.8 MI SW FROM GRAYSVILLE.
 FC1072'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1072'STATION AT GRAYSVILLE, ABOUT 0.1 MILE NORTH OF MILE POST 307,
 FC1072'AT A GRAVEL ROAD CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST
 FC1072'RAIL, 202 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 156 1/2
 FC1072'FEET NORTHEAST OF THE CROSSING SIGN, 72 FEET NORTHWEST OF THE
 FC1072'CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, 13
 FC1072'FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A T.V.A.
 FC1072'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE
 FC1072'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1072
 FC1072                          STATION RECOVERY (1972)
 FC1072
 FC1072'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1072'RECOVERED IN GOOD CONDITION.
 FC1072
 FC1072                          STATION RECOVERY (2006)
 FC1072
 FC1072'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0685 ***********************************************************************
 FC0685  DESIGNATION -  A 193
 FC0685  PID         -  FC0685
 FC0685  STATE/COUNTY-  TN/RHEA
 FC0685  USGS QUAD   -  PENNINE (1990)
 FC0685
 FC0685                         *CURRENT SURVEY CONTROL
 FC0685  ___________________________________________________________________
 FC0685* NAD 83(1986)-  35 38 52.     (N)    084 53 32.     (W)     SCALED    
 FC0685* NAVD 88     -       250.171  (meters)     820.77   (feet)  ADJUSTED  
 FC0685  ___________________________________________________________________
 FC0685  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0685  DYNAMIC HT  -         249.933 (meters)     819.99  (feet)  COMP
 FC0685  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC0685
 FC0685  VERT ORDER  -  FIRST     CLASS II
 FC0685
 FC0685.The horizontal coordinates were scaled from a topographic map and have
 FC0685.an estimated accuracy of +/- 6 seconds.
 FC0685
 FC0685.The orthometric height was determined by differential leveling
 FC0685.and adjusted by the National Geodetic Survey in June 1991..
 FC0685
 FC0685.The geoid height was determined by GEOID03.
 FC0685
 FC0685.The dynamic height is computed by dividing the NAVD 88
 FC0685.geopotential number by the normal gravity value computed on the
 FC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0685.degrees latitude (g = 980.6199 gals.).
 FC0685
 FC0685.The modeled gravity was interpolated from observed gravity values.
 FC0685
 FC0685;                    North         East    Units  Estimated Accuracy
 FC0685;SPC TN       -   146,400.      700,320.      MT  (+/- 180 meters Scaled)
 FC0685
 FC0685                          SUPERSEDED SURVEY CONTROL
 FC0685
 FC0685  NGVD 29 (??/??/92)  250.248  (m)          821.02   (f) ADJ UNCH    1 2
 FC0685
 FC0685.Superseded values are not recommended for survey control.
 FC0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0685.See file dsdata.txt to determine how the superseded data were derived.
 FC0685
 FC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE908469(NAD 83)
 FC0685_MARKER: DB = BENCH MARK DISK
 FC0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0685_STAMPING: A 193 1950
 FC0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0685+STABILITY: SURFACE MOTION
 FC0685
 FC0685  HISTORY     - Date     Condition        Report By
 FC0685  HISTORY     - 1950     MONUMENTED       CGS
 FC0685
 FC0685                          STATION DESCRIPTION
 FC0685
 FC0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0685'3.7 MI SW FROM SPRING CITY.
 FC0685'3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0685'AT SPRING CITY, ABOUT 0.8 MILE NORTHEAST OF THE STATION SIGN
 FC0685'AT PENNINE, 112 YARDS NORTHEAST OF MILE POST 287, 94 YARDS NORTHEAST
 FC0685'OF A PRIVATE FIELD ROAD CROSSING, 47 FEET SOUTHEAST OF THE
 FC0685'SOUTHEAST RAIL OF THE MAIN TRACK, 29 FEET SOUTHEAST OF THE THIRD
 FC0685'POLE NORTHEAST OF THE PRIVATE FIELD ROAD CROSSING, 1 FOOT NORTHWEST
 FC0685'OF THE R/W FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FC0685'POST, 5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0685'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0668 ***********************************************************************
 FC0668  DESIGNATION -  A 194
 FC0668  PID         -  FC0668
 FC0668  STATE/COUNTY-  TN/RHEA
 FC0668  USGS QUAD   -  RODDY (1976)
 FC0668
 FC0668                         *CURRENT SURVEY CONTROL
 FC0668  ___________________________________________________________________
 FC0668* NAD 83(1986)-  35 45 47.     (N)    084 46 55.     (W)     SCALED    
 FC0668* NAVD 88     -       238.708  (meters)     783.16   (feet)  ADJUSTED  
 FC0668  ___________________________________________________________________
 FC0668  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0668  DYNAMIC HT  -         238.484 (meters)     782.43  (feet)  COMP
 FC0668  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FC0668
 FC0668  VERT ORDER  -  FIRST     CLASS II
 FC0668
 FC0668.The horizontal coordinates were scaled from a topographic map and have
 FC0668.an estimated accuracy of +/- 6 seconds.
 FC0668
 FC0668.The orthometric height was determined by differential leveling
 FC0668.and adjusted by the National Geodetic Survey in June 1991..
 FC0668
 FC0668.The geoid height was determined by GEOID03.
 FC0668
 FC0668.The dynamic height is computed by dividing the NAVD 88
 FC0668.geopotential number by the normal gravity value computed on the
 FC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0668.degrees latitude (g = 980.6199 gals.).
 FC0668
 FC0668.The modeled gravity was interpolated from observed gravity values.
 FC0668
 FC0668;                    North         East    Units  Estimated Accuracy
 FC0668;SPC TN       -   159,310.      710,140.      MT  (+/- 180 meters Scaled)
 FC0668
 FC0668                          SUPERSEDED SURVEY CONTROL
 FC0668
 FC0668  NGVD 29 (??/??/92)  238.798  (m)          783.46   (f) ADJ UNCH    1 2
 FC0668
 FC0668.Superseded values are not recommended for survey control.
 FC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0668.See file dsdata.txt to determine how the superseded data were derived.
 FC0668
 FC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE005599(NAD 83)
 FC0668_MARKER: DB = BENCH MARK DISK
 FC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0668_STAMPING: A 194 1950
 FC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0668+STABILITY: SURFACE MOTION
 FC0668
 FC0668  HISTORY     - Date     Condition        Report By
 FC0668  HISTORY     - 1950     MONUMENTED       CGS
 FC0668
 FC0668                          STATION DESCRIPTION
 FC0668
 FC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0668'6.7 MI NE FROM SPRING CITY.
 FC0668'6.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0668'AT SPRING CITY, 183 YARDS SOUTHWEST OF A PRIVATE ROAD CROSSING,
 FC0668'AT THE NORTHEAST END OF A CUT, 260 FEET NORTHEAST OF A FENCE
 FC0668'CORNER IN R/W FENCE LINE, 46 FEET NORTHWEST OF THE NORTHWEST
 FC0668'RAIL, 1 FOOT SOUTHEAST OF THE FENCE LINE, 1 1/2 FEET NORTHEAST
 FC0668'OF A T.V.A. STEEL WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 FC0668'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0714 ***********************************************************************
 FC0714  DESIGNATION -  A 195
 FC0714  PID         -  FC0714
 FC0714  STATE/COUNTY-  TN/ROANE
 FC0714  USGS QUAD   -  HARRIMAN (1980)
 FC0714
 FC0714                         *CURRENT SURVEY CONTROL
 FC0714  ___________________________________________________________________
 FC0714* NAD 83(1986)-  35 56 58.     (N)    084 31 59.     (W)     SCALED    
 FC0714* NAVD 88     -       233.053  (meters)     764.61   (feet)  ADJUSTED  
 FC0714  ___________________________________________________________________
 FC0714  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0714  DYNAMIC HT  -         232.839 (meters)     763.91  (feet)  COMP
 FC0714  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FC0714
 FC0714  VERT ORDER  -  FIRST     CLASS I
 FC0714
 FC0714.The horizontal coordinates were scaled from a topographic map and have
 FC0714.an estimated accuracy of +/- 6 seconds.
 FC0714
 FC0714.The orthometric height was determined by differential leveling
 FC0714.and adjusted by the National Geodetic Survey in June 1991..
 FC0714
 FC0714.The geoid height was determined by GEOID03.
 FC0714
 FC0714.The dynamic height is computed by dividing the NAVD 88
 FC0714.geopotential number by the normal gravity value computed on the
 FC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0714.degrees latitude (g = 980.6199 gals.).
 FC0714
 FC0714.The modeled gravity was interpolated from observed gravity values.
 FC0714
 FC0714;                    North         East    Units  Estimated Accuracy
 FC0714;SPC TN       -   180,300.      732,340.      MT  (+/- 180 meters Scaled)
 FC0714
 FC0714                          SUPERSEDED SURVEY CONTROL
 FC0714
 FC0714  NGVD 29 (??/??/92)  233.171  (m)          765.00   (f) ADJ UNCH    1 1
 FC0714
 FC0714.Superseded values are not recommended for survey control.
 FC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0714.See file dsdata.txt to determine how the superseded data were derived.
 FC0714
 FC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225811(NAD 83)
 FC0714_MARKER: DB = BENCH MARK DISK
 FC0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0714_SP_SET: BRIDGE
 FC0714_STAMPING: A 195 1950
 FC0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0714
 FC0714  HISTORY     - Date     Condition        Report By
 FC0714  HISTORY     - 1950     MONUMENTED       CGS
 FC0714  HISTORY     - 1968     GOOD             NGS
 FC0714
 FC0714                          STATION DESCRIPTION
 FC0714
 FC0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0714'1.6 MI NE FROM HARRIMAN.
 FC0714'ABOUT 0.1 MILE NORTHEAST ALONG ROANE STREET FROM THE POST OFFICE
 FC0714'AT HARRIMAN, THENCE 0.1 MILE NORTHWEST ALONG CRESCENT STREET,
 FC0714'THENCE 1.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY, SET IN
 FC0714'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 FC0714'OF A RAILROAD BRIDGE OVER BULLARD BRANCH, 9 1/2 RAILS SOUTHWEST
 FC0714'OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 6 1/2 FEET
 FC0714'SOUTHEAST OF THE SOUTHEAST RAIL, 66 FEET NORTHEAST OF THE
 FC0714'NORTHEAST END OF THE STEEL CENTER SPAN OF THE BRIDGE, AND ABOUT
 FC0714'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0840 ***********************************************************************
 FC0840  DESIGNATION -  A 196
 FC0840  PID         -  FC0840
 FC0840  STATE/COUNTY-  TN/ROANE
 FC0840  USGS QUAD   -  HARRIMAN (1980)
 FC0840
 FC0840                         *CURRENT SURVEY CONTROL
 FC0840  ___________________________________________________________________
 FC0840* NAD 83(1986)-  35 56 48.     (N)    084 34 26.     (W)     SCALED    
 FC0840* NAVD 88     -       237.715  (meters)     779.90   (feet)  ADJUSTED  
 FC0840  ___________________________________________________________________
 FC0840  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0840  DYNAMIC HT  -         237.498 (meters)     779.19  (feet)  COMP
 FC0840  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FC0840
 FC0840  VERT ORDER  -  FIRST     CLASS II
 FC0840
 FC0840.The horizontal coordinates were scaled from a topographic map and have
 FC0840.an estimated accuracy of +/- 6 seconds.
 FC0840
 FC0840.The orthometric height was determined by differential leveling
 FC0840.and adjusted by the National Geodetic Survey in June 1991..
 FC0840
 FC0840.The geoid height was determined by GEOID03.
 FC0840
 FC0840.The dynamic height is computed by dividing the NAVD 88
 FC0840.geopotential number by the normal gravity value computed on the
 FC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0840.degrees latitude (g = 980.6199 gals.).
 FC0840
 FC0840.The modeled gravity was interpolated from observed gravity values.
 FC0840
 FC0840;                    North         East    Units  Estimated Accuracy
 FC0840;SPC TN       -   179,940.      728,660.      MT  (+/- 180 meters Scaled)
 FC0840
 FC0840                          SUPERSEDED SURVEY CONTROL
 FC0840
 FC0840  NGVD 29 (??/??/92)  237.831  (m)          780.28   (f) ADJ UNCH    1 2
 FC0840
 FC0840.Superseded values are not recommended for survey control.
 FC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0840.See file dsdata.txt to determine how the superseded data were derived.
 FC0840
 FC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE188807(NAD 83)
 FC0840_MARKER: DB = BENCH MARK DISK
 FC0840_SETTING: 66 = SET IN ROCK OUTCROP
 FC0840_SP_SET: ROCK CUT
 FC0840_STAMPING: A 196 1950
 FC0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0840+STABILITY: POSITION/ELEVATION WELL
 FC0840
 FC0840  HISTORY     - Date     Condition        Report By
 FC0840  HISTORY     - 1950     MONUMENTED       CGS
 FC0840  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0840
 FC0840                          STATION DESCRIPTION
 FC0840
 FC0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0840'0.6 MI NW FROM HARRIMAN JUNCTION.
 FC0840'0.65 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0840'AT HARRIMAN JUNCTION, ABOUT 140 YARDS NORTHWEST OF A SWITCH STAND
 FC0840'AT NORTHWEST END OF A SIDE TRACK, ABOUT 223 YARDS SOUTHEAST OF
 FC0840'SEMAPHORE SIGNAL NO. 257.6, 141 FEET SOUTHEAST OF THE NORTHEAST
 FC0840'END OF A 10-INCH PIPE CULVERT UNDER TRACK, ABOUT 65 YARDS
 FC0840'SOUTHEAST OF A TELEPHONE BOOTH, SET IN THE TOP OF THE LOWER ONE
 FC0840'OF TWO SHELVES OF SOLID ROCK AT BOTTOM OF A ROCK CUT, 9 FEET
 FC0840'NORTHEAST OF THE NORTHEAST RAIL, 7.5 FEET NORTHWEST OF EDGE OF
 FC0840'ROCK LEDGE NEAREST TO TRACK, 1 FOOT SOUTHEAST OF POINT WHERE
 FC0840'BOTTOM LAYER EMERGES FROM TOP LAYER OF ROCK AND ABOUT 1/2 FOOT
 FC0840'ABOVE THE TRACK.
 FC0840
 FC0840                          STATION RECOVERY (1972)
 FC0840
 FC0840'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0922 ***********************************************************************
 GB0922  DESIGNATION -  A 197
 GB0922  PID         -  GB0922
 GB0922  STATE/COUNTY-  TN/SCOTT
 GB0922  USGS QUAD   -  ROBBINS (1980)
 GB0922
 GB0922                         *CURRENT SURVEY CONTROL
 GB0922  ___________________________________________________________________
 GB0922* NAD 83(1986)-  36 21 43.     (N)    084 35 00.     (W)     SCALED    
 GB0922* NAVD 88     -       412.961  (meters)    1354.86   (feet)  ADJUSTED  
 GB0922  ___________________________________________________________________
 GB0922  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0922  DYNAMIC HT  -         412.604 (meters)    1353.68  (feet)  COMP
 GB0922  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GB0922
 GB0922  VERT ORDER  -  FIRST     CLASS I
 GB0922
 GB0922.The horizontal coordinates were scaled from a topographic map and have
 GB0922.an estimated accuracy of +/- 6 seconds.
 GB0922
 GB0922.The orthometric height was determined by differential leveling
 GB0922.and adjusted by the National Geodetic Survey in June 1991..
 GB0922
 GB0922.The geoid height was determined by GEOID03.
 GB0922
 GB0922.The dynamic height is computed by dividing the NAVD 88
 GB0922.geopotential number by the normal gravity value computed on the
 GB0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0922.degrees latitude (g = 980.6199 gals.).
 GB0922
 GB0922.The modeled gravity was interpolated from observed gravity values.
 GB0922
 GB0922;                    North         East    Units  Estimated Accuracy
 GB0922;SPC TN       -   226,000.      727,140.      MT  (+/- 180 meters Scaled)
 GB0922
 GB0922                          SUPERSEDED SURVEY CONTROL
 GB0922
 GB0922  NGVD 29 (??/??/92)  413.087  (m)         1355.27   (f) ADJ UNCH    1 1
 GB0922
 GB0922.Superseded values are not recommended for survey control.
 GB0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0922.See file dsdata.txt to determine how the superseded data were derived.
 GB0922
 GB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF168268(NAD 83)
 GB0922_MARKER: DB = BENCH MARK DISK
 GB0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0922_SP_SET: RETAINING WALL OF TUNNEL
 GB0922_STAMPING: A 197 1950
 GB0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0922
 GB0922  HISTORY     - Date     Condition        Report By
 GB0922  HISTORY     - 1950     MONUMENTED       CGS
 GB0922  HISTORY     - 1968     GOOD             NGS
 GB0922
 GB0922                          STATION DESCRIPTION
 GB0922
 GB0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0922'0.8 MI NE FROM ROBBINS.
 GB0922'ABOUT 0.75 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0922'STATION AT ROBBINS, SET IN THE TOP OF THE SOUTHWEST END OF
 GB0922'THE NORTHWEST CONCRETE AND STONE RETAINING WALL AT THE SOUTHWEST
 GB0922'END OF THE ROBBINS TUNNEL, 21 FEET SOUTHWEST OF THE ARCHED STONE
 GB0922'ENTRANCE TO THE TUNNEL, 7 1/2 FEET NORTHWEST OF THE NORTHWEST
 GB0922'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS
 GB0922'MARK APPEARS TO BE SOLID, BUT THE STONE AND CONCRETE IS BEGINNING
 GB0922'TO ERODE AND DECAY ON THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0006 ***********************************************************************
 GB0006  DESIGNATION -  A 198
 GB0006  PID         -  GB0006
 GB0006  STATE/COUNTY-  TN/SCOTT
 GB0006  USGS QUAD   -  WINFIELD (1982)
 GB0006
 GB0006                         *CURRENT SURVEY CONTROL
 GB0006  ___________________________________________________________________
 GB0006* NAD 83(1986)-  36 32 10.     (N)    084 28 13.     (W)     SCALED    
 GB0006* NAVD 88     -       434.206  (meters)    1424.56   (feet)  ADJUSTED  
 GB0006  ___________________________________________________________________
 GB0006  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB0006  DYNAMIC HT  -         433.838 (meters)    1423.35  (feet)  COMP
 GB0006  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GB0006
 GB0006  VERT ORDER  -  FIRST     CLASS I
 GB0006
 GB0006.The horizontal coordinates were scaled from a topographic map and have
 GB0006.an estimated accuracy of +/- 6 seconds.
 GB0006
 GB0006.The orthometric height was determined by differential leveling
 GB0006.and adjusted by the National Geodetic Survey in June 1991..
 GB0006
 GB0006.The geoid height was determined by GEOID03.
 GB0006
 GB0006.The dynamic height is computed by dividing the NAVD 88
 GB0006.geopotential number by the normal gravity value computed on the
 GB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0006.degrees latitude (g = 980.6199 gals.).
 GB0006
 GB0006.The modeled gravity was interpolated from observed gravity values.
 GB0006
 GB0006;                    North         East    Units  Estimated Accuracy
 GB0006;SPC TN       -   245,470.      736,980.      MT  (+/- 180 meters Scaled)
 GB0006
 GB0006                          SUPERSEDED SURVEY CONTROL
 GB0006
 GB0006  NGVD 29 (??/??/92)  434.334  (m)         1424.98   (f) ADJ UNCH    1 1
 GB0006
 GB0006.Superseded values are not recommended for survey control.
 GB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0006.See file dsdata.txt to determine how the superseded data were derived.
 GB0006
 GB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF264463(NAD 83)
 GB0006_MARKER: DB = BENCH MARK DISK
 GB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0006_STAMPING: A 198 1950
 GB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0006+STABILITY: SURFACE MOTION
 GB0006
 GB0006  HISTORY     - Date     Condition        Report By
 GB0006  HISTORY     - 1950     MONUMENTED       CGS
 GB0006  HISTORY     - 1968     GOOD             NGS
 GB0006
 GB0006                          STATION DESCRIPTION
 GB0006
 GB0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0006'1.8 MI SW FROM WINFIELD.
 GB0006'ABOUT 1.85 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0006'POST OFFICE AT WINFIELD, 35 YARDS WEST OF THE WEST END OF A CUT
 GB0006'FOR THE RAILROAD, 42 FEE SOUTHEAST OF THE CENTER OF A CROSSING
 GB0006'OF THE RAILROAD AND A PRIVATE ROAD, 32 FEET SOUTH OF THE SOUTH
 GB0006'RAIL, 6 1/2 FEET EAST OF A METAL CORNER FENCE POST, 6 FEET
 GB0006'SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE,
 GB0006'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 GB0006'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GB0006'WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2389 ***********************************************************************
 GA2389  DESIGNATION -  A 20
 GA2389  PID         -  GA2389
 GA2389  STATE/COUNTY-  TN/JEFFERSON
 GA2389  USGS QUAD   -  NEW MARKET (1987)
 GA2389
 GA2389                         *CURRENT SURVEY CONTROL
 GA2389  ___________________________________________________________________
 GA2389* NAD 83(1986)-  36 03 27.     (N)    083 33 36.     (W)     SCALED    
 GA2389* NAVD 88     -       324.07   (+/-2cm)    1063.2    (feet)  VERTCON   
 GA2389  ___________________________________________________________________
 GA2389  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2389
 GA2389  VERT ORDER  -  ? (See Below)
 GA2389
 GA2389.The horizontal coordinates were scaled from a topographic map and have
 GA2389.an estimated accuracy of +/- 6 seconds.
 GA2389
 GA2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2389.The vertical order pertains to the NGVD 29 superseded value.
 GA2389
 GA2389.The geoid height was determined by GEOID03.
 GA2389
 GA2389;                    North         East    Units  Estimated Accuracy
 GA2389;SPC TN       -   194,040.      819,810.      MT  (+/- 180 meters Scaled)
 GA2389
 GA2389                          SUPERSEDED SURVEY CONTROL
 GA2389
 GA2389  NGVD 29 (??/??/92)  324.214  (m)         1063.69   (f) ADJ UNCH    ?  
 GA2389
 GA2389.Superseded values are not recommended for survey control.
 GA2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2389.See file dsdata.txt to determine how the superseded data were derived.
 GA2389
 GA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV694933(NAD 83)
 GA2389_MARKER: S = SPIKE
 GA2389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2389_SP_SET: TREE
 GA2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2389
 GA2389  HISTORY     - Date     Condition        Report By
 GA2389  HISTORY     - UNK      MONUMENTED       TVA
 GA2389  HISTORY     - 1936     GOOD             TVA
 GA2389  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2389
 GA2389                          STATION DESCRIPTION
 GA2389
 GA2389'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2389'1.2 MI W FROM FRIENDS STATION.
 GA2389'1.2 MILES WEST ALONG U.S. HIGHWAY 11 E FROM FRIENDS STATION,
 GA2389'JEFFERSON COUNTY, 2.1 MILES SOUTH ALONG THE SOURWOOD MOUNTAIN
 GA2389'COUNTY ROAD, AND 2.4 MILES EAST ALONG THE ROCKY VALLEY CHURCH
 GA2389'COUNTY ROAD, 0.7 MILE WEST OF ROCKY VALLEY CHURCH, 100 FEET
 GA2389'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, AND IN THE ROOT
 GA2389'OF A 24-INCH POST OAK TREE.  A RAILROAD SPIKE.
 GA2389
 GA2389                          STATION RECOVERY (1961)
 GA2389
 GA2389'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0764 ***********************************************************************
 FE0764  DESIGNATION -  A 20
 FE0764  PID         -  FE0764
 FE0764  STATE/COUNTY-  TN/MADISON
 FE0764  USGS QUAD   -  BEECH BLUFF (1981)
 FE0764
 FE0764                         *CURRENT SURVEY CONTROL
 FE0764  ___________________________________________________________________
 FE0764* NAD 83(1986)-  35 36 26.     (N)    088 42 03.     (W)     SCALED    
 FE0764* NAVD 88     -       112.816  (meters)     370.13   (feet)  ADJUSTED  
 FE0764  ___________________________________________________________________
 FE0764  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0764  DYNAMIC HT  -         112.714 (meters)     369.80  (feet)  COMP
 FE0764  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FE0764
 FE0764  VERT ORDER  -  SECOND    CLASS 0
 FE0764
 FE0764.The horizontal coordinates were scaled from a topographic map and have
 FE0764.an estimated accuracy of +/- 6 seconds.
 FE0764
 FE0764.The orthometric height was determined by differential leveling
 FE0764.and adjusted by the National Geodetic Survey in June 1991..
 FE0764
 FE0764.The geoid height was determined by GEOID03.
 FE0764
 FE0764.The dynamic height is computed by dividing the NAVD 88
 FE0764.geopotential number by the normal gravity value computed on the
 FE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0764.degrees latitude (g = 980.6199 gals.).
 FE0764
 FE0764.The modeled gravity was interpolated from observed gravity values.
 FE0764
 FE0764;                    North         East    Units  Estimated Accuracy
 FE0764;SPC TN       -   144,710.      355,320.      MT  (+/- 180 meters Scaled)
 FE0764
 FE0764                          SUPERSEDED SURVEY CONTROL
 FE0764
 FE0764  NGVD 29 (??/??/??)  112.845  (m)          370.23   (f) ADJUSTED    2 0
 FE0764
 FE0764.Superseded values are not recommended for survey control.
 FE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0764.See file dsdata.txt to determine how the superseded data were derived.
 FE0764
 FE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE459417(NAD 83)
 FE0764_MARKER: DB = BENCH MARK DISK
 FE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0764_STAMPING: 370.324 A 20 1934
 FE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0764+STABILITY: SURFACE MOTION
 FE0764
 FE0764  HISTORY     - Date     Condition        Report By
 FE0764  HISTORY     - 1934     MONUMENTED       CGS
 FE0764  HISTORY     - 1937     GOOD             CGS
 FE0764
 FE0764                          STATION DESCRIPTION
 FE0764
 FE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0764'4 MI W FROM BEECH BLUFF.
 FE0764'4.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0764'RAILWAY FROM BEECH BLUFF, MADISON COUNTY, 19-1/2 POLES WEST OF
 FE0764'MILEPOST 137, 40 FEET NORTH OF THE TRACK, 8 FEET WEST OF A ROAD
 FE0764'THROUGH A WOODS, AND 1 FOOT INSIDE THE RIGHT-OF-WAY FENCE.  A
 FE0764'STANDARD DISK, STAMPED 370.324 A 20 1934 AND SET IN THE TOP OF A
 FE0764'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0180 ***********************************************************************
 GB0180  DESIGNATION -  A 201
 GB0180  PID         -  GB0180
 GB0180  STATE/COUNTY-  TN/SCOTT
 GB0180  USGS QUAD   -  KETCHEN (1982)
 GB0180
 GB0180                         *CURRENT SURVEY CONTROL
 GB0180  ___________________________________________________________________
 GB0180* NAD 83(1986)-  36 35 12.     (N)    084 16 39.     (W)     SCALED    
 GB0180* NAVD 88     -       318.439  (meters)    1044.75   (feet)  ADJUSTED  
 GB0180  ___________________________________________________________________
 GB0180  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0180  DYNAMIC HT  -         318.169 (meters)    1043.86  (feet)  COMP
 GB0180  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GB0180
 GB0180  VERT ORDER  -  SECOND    CLASS 0
 GB0180
 GB0180.The horizontal coordinates were scaled from a topographic map and have
 GB0180.an estimated accuracy of +/- 6 seconds.
 GB0180
 GB0180.The orthometric height was determined by differential leveling
 GB0180.and adjusted by the National Geodetic Survey in June 1991..
 GB0180
 GB0180.The geoid height was determined by GEOID03.
 GB0180
 GB0180.The dynamic height is computed by dividing the NAVD 88
 GB0180.geopotential number by the normal gravity value computed on the
 GB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0180.degrees latitude (g = 980.6199 gals.).
 GB0180
 GB0180.The modeled gravity was interpolated from observed gravity values.
 GB0180
 GB0180;                    North         East    Units  Estimated Accuracy
 GB0180;SPC TN       -   251,370.      754,150.      MT  (+/- 180 meters Scaled)
 GB0180
 GB0180                          SUPERSEDED SURVEY CONTROL
 GB0180
 GB0180  NGVD 29 (??/??/92)  318.574  (m)         1045.19   (f) ADJ UNCH    2 0
 GB0180
 GB0180.Superseded values are not recommended for survey control.
 GB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0180.See file dsdata.txt to determine how the superseded data were derived.
 GB0180
 GB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF435524(NAD 83)
 GB0180_MARKER: DB = BENCH MARK DISK
 GB0180_SETTING: 66 = SET IN ROCK OUTCROP
 GB0180_SP_SET: ROCK OUTCROP
 GB0180_STAMPING: A 201 1951 1045.188
 GB0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0180+STABILITY: POSITION/ELEVATION WELL
 GB0180
 GB0180  HISTORY     - Date     Condition        Report By
 GB0180  HISTORY     - 1951     MONUMENTED       CGS
 GB0180  HISTORY     - 1957     GOOD             NGS
 GB0180
 GB0180                          STATION DESCRIPTION
 GB0180
 GB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0180'5.5 MI SW FROM AYERS.
 GB0180'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0180'AYERS, THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A DIRT ROAD,
 GB0180'THENCE ABOUT 0.2 MILE SOUTH ALONG AN OLD LOGGING ROAD, ABOUT 100
 GB0180'YARDS SOUTHWEST OF A SAW DUST PILE AT AN OLD ABANDONED SAW MILL,
 GB0180'SET IN THE TOP OF A FLAT OUTCROP OF ROCK, 13 FEET EAST OF THE
 GB0180'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF THE NORTH EDGE OF ROCK
 GB0180'AND ABOUT 1 FOOT ABOVE THE ROAD.  NOTE-- MARK MAY BE REACHED
 GB0180'FROM THE CHURCH AND SCHOOL AT KETCHEN, TENNESSEE - SCOTT COUNTY
 GB0180'BY GOING ABOUT 1.95 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 GB0180'1.2 MILES NORTH ALONG AN OLD LOGGING ROAD.
 GB0180
 GB0180                          STATION RECOVERY (1957)
 GB0180
 GB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0145 ***********************************************************************
 GB0145  DESIGNATION -  A 202
 GB0145  PID         -  GB0145
 GB0145  STATE/COUNTY-  TN/CAMPBELL
 GB0145  USGS QUAD   -  JELLICO WEST (1979)
 GB0145
 GB0145                         *CURRENT SURVEY CONTROL
 GB0145  ___________________________________________________________________
 GB0145* NAD 83(1986)-  36 31 51.     (N)    084 10 58.     (W)     SCALED    
 GB0145* NAVD 88     -       313.410  (meters)    1028.25   (feet)  ADJUSTED  
 GB0145  ___________________________________________________________________
 GB0145  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GB0145  DYNAMIC HT  -         313.134 (meters)    1027.34  (feet)  COMP
 GB0145  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 GB0145
 GB0145  VERT ORDER  -  SECOND    CLASS 0
 GB0145
 GB0145.The horizontal coordinates were scaled from a topographic map and have
 GB0145.an estimated accuracy of +/- 6 seconds.
 GB0145
 GB0145.The orthometric height was determined by differential leveling
 GB0145.and adjusted by the National Geodetic Survey in June 1991..
 GB0145
 GB0145.The geoid height was determined by GEOID03.
 GB0145
 GB0145.The dynamic height is computed by dividing the NAVD 88
 GB0145.geopotential number by the normal gravity value computed on the
 GB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0145.degrees latitude (g = 980.6199 gals.).
 GB0145
 GB0145.The modeled gravity was interpolated from observed gravity values.
 GB0145
 GB0145;                    North         East    Units  Estimated Accuracy
 GB0145;SPC TN       -   245,330.      762,740.      MT  (+/- 180 meters Scaled)
 GB0145
 GB0145                          SUPERSEDED SURVEY CONTROL
 GB0145
 GB0145  NGVD 29 (??/??/92)  313.542  (m)         1028.68   (f) ADJ UNCH    2 0
 GB0145
 GB0145.Superseded values are not recommended for survey control.
 GB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0145.See file dsdata.txt to determine how the superseded data were derived.
 GB0145
 GB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF522465(NAD 83)
 GB0145_MARKER: DB = BENCH MARK DISK
 GB0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0145_SP_SET: ABUTMENT
 GB0145_STAMPING: A 202 1951
 GB0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0145
 GB0145  HISTORY     - Date     Condition        Report By
 GB0145  HISTORY     - 1951     MONUMENTED       CGS
 GB0145  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0145
 GB0145                          STATION DESCRIPTION
 GB0145
 GB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0145'1.9 MI SW FROM NEWCOMB.
 GB0145'ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0145'STATION AT NEWCOMB, ABOUT 0.2 MILE NORTHEAST OF A SHORT TUNNEL,
 GB0145'ABOUT 110 YARDS NORTHEAST OF MILE POST 60, SET IN THE TOP OF THE
 GB0145'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE
 GB0145'OVER ELK CREEK, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 1/2
 GB0145'FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, AND ABOUT
 GB0145'2 FEET BELOW THE TRACK.  NOTE-- THIS MARK IS ISOLATED AND COULD
 GB0145'NOT BE REACHED.
 GB0145
 GB0145                          STATION RECOVERY (1957)
 GB0145
 GB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1373 ***********************************************************************
 GB1373  DESIGNATION -  A 204
 GB1373  PID         -  GB1373
 GB1373  STATE/COUNTY-  TN/PICKETT
 GB1373  USGS QUAD   -  MOODYVILLE (1962)
 GB1373
 GB1373                         *CURRENT SURVEY CONTROL
 GB1373  ___________________________________________________________________
 GB1373* NAD 83(1986)-  36 33 52.     (N)    085 02 01.     (W)     SCALED    
 GB1373* NAVD 88     -       269.518  (meters)     884.24   (feet)  ADJUSTED  
 GB1373  ___________________________________________________________________
 GB1373  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB1373  DYNAMIC HT  -         269.285 (meters)     883.48  (feet)  COMP
 GB1373  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GB1373
 GB1373  VERT ORDER  -  SECOND    CLASS 0
 GB1373
 GB1373.The horizontal coordinates were scaled from a topographic map and have
 GB1373.an estimated accuracy of +/- 6 seconds.
 GB1373
 GB1373.The orthometric height was determined by differential leveling
 GB1373.and adjusted by the National Geodetic Survey in June 1991..
 GB1373
 GB1373.The geoid height was determined by GEOID03.
 GB1373
 GB1373.The dynamic height is computed by dividing the NAVD 88
 GB1373.geopotential number by the normal gravity value computed on the
 GB1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1373.degrees latitude (g = 980.6199 gals.).
 GB1373
 GB1373.The modeled gravity was interpolated from observed gravity values.
 GB1373
 GB1373;                    North         East    Units  Estimated Accuracy
 GB1373;SPC TN       -   247,980.      686,510.      MT  (+/- 180 meters Scaled)
 GB1373
 GB1373                          SUPERSEDED SURVEY CONTROL
 GB1373
 GB1373  NGVD 29 (??/??/92)  269.643  (m)          884.65   (f) ADJ UNCH    2 0
 GB1373
 GB1373.Superseded values are not recommended for survey control.
 GB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1373.See file dsdata.txt to determine how the superseded data were derived.
 GB1373
 GB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF759483(NAD 83)
 GB1373_MARKER: DB = BENCH MARK DISK
 GB1373_SETTING: 66 = SET IN ROCK OUTCROP
 GB1373_SP_SET: ROCK OUTCROP
 GB1373_STAMPING: A 204 1951 884.654
 GB1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1373+STABILITY: POSITION/ELEVATION WELL
 GB1373
 GB1373  HISTORY     - Date     Condition        Report By
 GB1373  HISTORY     - 1951     MONUMENTED       CGS
 GB1373  HISTORY     - 1958     GOOD             NGS
 GB1373
 GB1373                          STATION DESCRIPTION
 GB1373
 GB1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1373'1.6 MI W FROM FORBUS.
 GB1373'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1373'AT FORBUS, ABOUT 1.3 MILES WEST OF PICKETT-FENTRESS COUNTY LINE,
 GB1373'ON NORTHWEST SLOPE OF A GRADE, IN THE TOP OF AN OUTCROP OF
 GB1373'LIMESTONE ABOUT 3 BY 4 FEET, 16 FEET NORTHEAST OF CENTER LINE
 GB1373'OF HIGHWAY, 297 FEET SOUTHEAST OF SOUTH CORNER OF A TAR PAPER
 GB1373'COVERED HOUSE, 228 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 GB1373'HIGHWAY AND A PRIVATE ROAD LEADING SOUTHWEST, 52 FEET NORTH AND
 GB1373'ACROSS HIGHWAY FROM A CURVE SIGN POST, AND ABOUT 1 1/2 FEET
 GB1373'ABOVE HIGHWAY.
 GB1373
 GB1373                          STATION RECOVERY (1958)
 GB1373
 GB1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2393 ***********************************************************************
 GA2393  DESIGNATION -  A 21
 GA2393  PID         -  GA2393
 GA2393  STATE/COUNTY-  TN/JEFFERSON
 GA2393  USGS QUAD   -  NEW MARKET (1987)
 GA2393
 GA2393                         *CURRENT SURVEY CONTROL
 GA2393  ___________________________________________________________________
 GA2393* NAD 83(1986)-  36 01 38.     (N)    083 32 09.     (W)     SCALED    
 GA2393* NAVD 88     -       323.11   (+/-2cm)    1060.1    (feet)  VERTCON   
 GA2393  ___________________________________________________________________
 GA2393  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2393
 GA2393  VERT ORDER  -  ? (See Below)
 GA2393
 GA2393.The horizontal coordinates were scaled from a topographic map and have
 GA2393.an estimated accuracy of +/- 6 seconds.
 GA2393
 GA2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2393.The vertical order pertains to the NGVD 29 superseded value.
 GA2393
 GA2393.The geoid height was determined by GEOID03.
 GA2393
 GA2393;                    North         East    Units  Estimated Accuracy
 GA2393;SPC TN       -   190,730.      822,070.      MT  (+/- 180 meters Scaled)
 GA2393
 GA2393                          SUPERSEDED SURVEY CONTROL
 GA2393
 GA2393  NGVD 29 (??/??/92)  323.268  (m)         1060.59   (f) ADJ UNCH    ?  
 GA2393
 GA2393.Superseded values are not recommended for survey control.
 GA2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2393.See file dsdata.txt to determine how the superseded data were derived.
 GA2393
 GA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV715899(NAD 83)
 GA2393_MARKER: DD = SURVEY DISK
 GA2393_SETTING: 66 = SET IN ROCK OUTCROP
 GA2393_SP_SET: ROCK OUTCROP
 GA2393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2393+STABILITY: POSITION/ELEVATION WELL
 GA2393
 GA2393  HISTORY     - Date     Condition        Report By
 GA2393  HISTORY     - UNK      MONUMENTED       TVA
 GA2393  HISTORY     - 1936     GOOD             TVA
 GA2393  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2393
 GA2393                          STATION DESCRIPTION
 GA2393
 GA2393'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2393'0.4 MI W FROM PIEDMONT.
 GA2393'0.4 MILE WEST ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2393'COUNTY, 70 FEET EAST OF PIEDMONT CEMETERY, NEAR THE FENCE LINE
 GA2393'ON THE SOUTH EDGE OF THE ROAD, AND ON THE TOP OF A ROCK OUTCROP.
 GA2393'A CHISELED HIGH POINT ON THE OUTCROP.
 GA2393
 GA2393                          STATION RECOVERY (1961)
 GA2393
 GA2393'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0115 ***********************************************************************
 FE0115  DESIGNATION -  A 21
 FE0115  PID         -  FE0115
 FE0115  STATE/COUNTY-  TN/DECATUR
 FE0115  USGS QUAD   -  JEANNETTE (1986)
 FE0115
 FE0115                         *CURRENT SURVEY CONTROL
 FE0115  ___________________________________________________________________
 FE0115* NAD 83(1986)-  35 37 41.     (N)    088 02 08.     (W)     SCALED    
 FE0115* NAVD 88     -       130.995  (meters)     429.77   (feet)  ADJUSTED  
 FE0115  ___________________________________________________________________
 FE0115  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0115  DYNAMIC HT  -         130.879 (meters)     429.39  (feet)  COMP
 FE0115  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FE0115
 FE0115  VERT ORDER  -  FIRST     CLASS II
 FE0115
 FE0115.The horizontal coordinates were scaled from a topographic map and have
 FE0115.an estimated accuracy of +/- 6 seconds.
 FE0115
 FE0115.The orthometric height was determined by differential leveling
 FE0115.and adjusted by the National Geodetic Survey in June 1991..
 FE0115
 FE0115.The geoid height was determined by GEOID03.
 FE0115
 FE0115.The dynamic height is computed by dividing the NAVD 88
 FE0115.geopotential number by the normal gravity value computed on the
 FE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0115.degrees latitude (g = 980.6199 gals.).
 FE0115
 FE0115.The modeled gravity was interpolated from observed gravity values.
 FE0115
 FE0115;                    North         East    Units  Estimated Accuracy
 FE0115;SPC TN       -   145,570.      415,630.      MT  (+/- 180 meters Scaled)
 FE0115
 FE0115                          SUPERSEDED SURVEY CONTROL
 FE0115
 FE0115  NGVD 29 (??/??/??)  131.010  (m)          429.82   (f) ADJUSTED    1 2
 FE0115
 FE0115.Superseded values are not recommended for survey control.
 FE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0115.See file dsdata.txt to determine how the superseded data were derived.
 FE0115
 FE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE062431(NAD 83)
 FE0115_MARKER: DB = BENCH MARK DISK
 FE0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0115_SP_SET: BRIDGE
 FE0115_STAMPING: A 21 1934 429.855
 FE0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0115
 FE0115  HISTORY     - Date     Condition        Report By
 FE0115  HISTORY     - 1934     MONUMENTED       CGS
 FE0115  HISTORY     - 1947     GOOD             CGS
 FE0115
 FE0115                          STATION DESCRIPTION
 FE0115
 FE0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0115'5.5 MI E FROM PARSONS.
 FE0115'5.5 MILES EAST ALONG STATE HIGHWAY 20 AND 100 FROM THE POST
 FE0115'OFFICE AT PARSONS, AT THE WEST END OF THE HIGHWAY BRIDGE
 FE0115'OVER THE TENNESSEE RIVER, SET IN THE TOP OF THE WEST END OF
 FE0115'THE CONCRETE BASE OF THE SOUTH CONCRETE BRIDGE RAILING, 9 FEET
 FE0115'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF THE WEST
 FE0115'END OF THE BRIDGE RAILING, AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1252 ***********************************************************************
 FE1252  DESIGNATION -  A 212
 FE1252  PID         -  FE1252
 FE1252  STATE/COUNTY-  TN/SHELBY
 FE1252  USGS QUAD   -  ELLENDALE (1993)
 FE1252
 FE1252                         *CURRENT SURVEY CONTROL
 FE1252  ___________________________________________________________________
 FE1252* NAD 83(1986)-  35 12 57.     (N)    089 51 20.     (W)     SCALED    
 FE1252* NAVD 88     -        88.300  (meters)     289.70   (feet)  ADJUSTED  
 FE1252  ___________________________________________________________________
 FE1252  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1252  DYNAMIC HT  -          88.220 (meters)     289.44  (feet)  COMP
 FE1252  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FE1252
 FE1252  VERT ORDER  -  SECOND    CLASS 0
 FE1252
 FE1252.The horizontal coordinates were scaled from a topographic map and have
 FE1252.an estimated accuracy of +/- 6 seconds.
 FE1252
 FE1252.The orthometric height was determined by differential leveling
 FE1252.and adjusted by the National Geodetic Survey in June 1991..
 FE1252
 FE1252.The geoid height was determined by GEOID03.
 FE1252
 FE1252.The dynamic height is computed by dividing the NAVD 88
 FE1252.geopotential number by the normal gravity value computed on the
 FE1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1252.degrees latitude (g = 980.6199 gals.).
 FE1252
 FE1252.The modeled gravity was interpolated from observed gravity values.
 FE1252
 FE1252;                    North         East    Units  Estimated Accuracy
 FE1252;SPC TN       -   104,830.      249,050.      MT  (+/- 180 meters Scaled)
 FE1252
 FE1252                          SUPERSEDED SURVEY CONTROL
 FE1252
 FE1252  NGVD 29 (??/??/??)   88.284  (m)          289.65   (f) ADJUSTED    2 0
 FE1252
 FE1252.Superseded values are not recommended for survey control.
 FE1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1252.See file dsdata.txt to determine how the superseded data were derived.
 FE1252
 FE1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE400007(NAD 83)
 FE1252_MARKER: DB = BENCH MARK DISK
 FE1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1252_STAMPING: A 212 1958
 FE1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1252+STABILITY: SURFACE MOTION
 FE1252
 FE1252  HISTORY     - Date     Condition        Report By
 FE1252  HISTORY     - 1958     MONUMENTED       CGS
 FE1252  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1252
 FE1252                          STATION DESCRIPTION
 FE1252
 FE1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1252'AT BARTLETT.
 FE1252'ABOUT 1.1 MI NORTHEAST ALONG THE L. AND N. RR FROM THE CROSSING OF
 FE1252'STAGE ROAD IN BARTLETT.  118.4 FT. WEST OF MILE POST 364, 45.9 FT.
 FE1252'SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FT. NORTHWEST OF THE RIGHT
 FE1252'OF WAY FENCE, 4 FT. NORTHWEST OF A TELEGRAPH POLE, 2 FT. SOUTHEAST
 FE1252'OF A WHITE WOODEN WITNESS POST, A C AND GS DISK SET IN TOP OF A
 FE1252'CONCRETE POST PROJECTING 8 INCHES, ABOUT 2 FT. BELOW THE LEVEL
 FE1252'OF THE TRACK.
 FE1252
 FE1252                          STATION RECOVERY (1992)
 FE1252
 FE1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1252'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1309 ***********************************************************************
 FE1309  DESIGNATION -  A 213
 FE1309  PID         -  FE1309
 FE1309  STATE/COUNTY-  TN/FAYETTE
 FE1309  USGS QUAD   -  GALLAWAY (1981)
 FE1309
 FE1309                         *CURRENT SURVEY CONTROL
 FE1309  ___________________________________________________________________
 FE1309* NAD 83(1986)-  35 20 06.     (N)    089 31 32.     (W)     SCALED    
 FE1309* NAVD 88     -       103.659  (meters)     340.09   (feet)  ADJUSTED  
 FE1309  ___________________________________________________________________
 FE1309  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1309  DYNAMIC HT  -         103.566 (meters)     339.78  (feet)  COMP
 FE1309  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE1309
 FE1309  VERT ORDER  -  SECOND    CLASS 0
 FE1309
 FE1309.The horizontal coordinates were scaled from a topographic map and have
 FE1309.an estimated accuracy of +/- 6 seconds.
 FE1309
 FE1309.The orthometric height was determined by differential leveling
 FE1309.and adjusted by the National Geodetic Survey in June 1991..
 FE1309
 FE1309.The geoid height was determined by GEOID03.
 FE1309
 FE1309.The dynamic height is computed by dividing the NAVD 88
 FE1309.geopotential number by the normal gravity value computed on the
 FE1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1309.degrees latitude (g = 980.6199 gals.).
 FE1309
 FE1309.The modeled gravity was interpolated from observed gravity values.
 FE1309
 FE1309;                    North         East    Units  Estimated Accuracy
 FE1309;SPC TN       -   116,910.      279,550.      MT  (+/- 180 meters Scaled)
 FE1309
 FE1309                          SUPERSEDED SURVEY CONTROL
 FE1309
 FE1309  NGVD 29 (??/??/??)  103.638  (m)          340.02   (f) ADJUSTED    2 0
 FE1309
 FE1309.Superseded values are not recommended for survey control.
 FE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1309.See file dsdata.txt to determine how the superseded data were derived.
 FE1309
 FE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE704131(NAD 83)
 FE1309_MARKER: DB = BENCH MARK DISK
 FE1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1309_STAMPING: A 213 1958
 FE1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1309+STABILITY: SURFACE MOTION
 FE1309
 FE1309  HISTORY     - Date     Condition        Report By
 FE1309  HISTORY     - 1958     MONUMENTED       CGS
 FE1309  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1309
 FE1309                          STATION DESCRIPTION
 FE1309
 FE1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1309'4.6 MI SE FROM BRADEN.
 FE1309'3.2 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1309'CROSSING AT BRADEN, THENCE 0.15 MILE WEST ALONG A DIRT ROAD,
 FE1309'THENCE 1.2 MILES SOUTH ALONG A TRAIL ROAD, 1.0 MILE EAST FROM
 FE1309'B.M. B 213, 160.0 FT NORTH OF THE CENTER LINE OF A GRAVEL ROAD,
 FE1309'120.0 FT. NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE 12.5
 FE1309'FT. EAST OF THE CENTER LINE OF A DIRT ROAD, 2.8 FT NORTHWEST OF
 FE1309'THE SOUTHWEST FENCE CORNER, 1.6 FT. SOUTH OF A WHITE WOODEN
 FE1309'WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1309'PROJECTING 3 INCHES.
 FE1309
 FE1309                          STATION RECOVERY (2002)
 FE1309
 FE1309'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1309'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0826 ***********************************************************************
 FE0826  DESIGNATION -  A 214
 FE0826  PID         -  FE0826
 FE0826  STATE/COUNTY-  TN/HAYWOOD
 FE0826  USGS QUAD   -  SUNNYHILL (1983)
 FE0826
 FE0826                         *CURRENT SURVEY CONTROL
 FE0826  ___________________________________________________________________
 FE0826* NAD 83(1986)-  35 32 57.     (N)    089 12 56.     (W)     SCALED    
 FE0826* NAVD 88     -       100.302  (meters)     329.07   (feet)  ADJUSTED  
 FE0826  ___________________________________________________________________
 FE0826  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0826  DYNAMIC HT  -         100.213 (meters)     328.78  (feet)  COMP
 FE0826  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FE0826
 FE0826  VERT ORDER  -  SECOND    CLASS 0
 FE0826
 FE0826.The horizontal coordinates were scaled from a topographic map and have
 FE0826.an estimated accuracy of +/- 6 seconds.
 FE0826
 FE0826.The orthometric height was determined by differential leveling
 FE0826.and adjusted by the National Geodetic Survey in June 1991..
 FE0826
 FE0826.The geoid height was determined by GEOID03.
 FE0826
 FE0826.The dynamic height is computed by dividing the NAVD 88
 FE0826.geopotential number by the normal gravity value computed on the
 FE0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0826.degrees latitude (g = 980.6199 gals.).
 FE0826
 FE0826.The modeled gravity was interpolated from observed gravity values.
 FE0826
 FE0826;                    North         East    Units  Estimated Accuracy
 FE0826;SPC TN       -   139,690.      308,500.      MT  (+/- 180 meters Scaled)
 FE0826
 FE0826                          SUPERSEDED SURVEY CONTROL
 FE0826
 FE0826  NGVD 29 (??/??/??)  100.312  (m)          329.11   (f) ADJUSTED    2 0
 FE0826
 FE0826.Superseded values are not recommended for survey control.
 FE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0826.See file dsdata.txt to determine how the superseded data were derived.
 FE0826
 FE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE991362(NAD 83)
 FE0826_MARKER: DB = BENCH MARK DISK
 FE0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0826_STAMPING: A 214 1959
 FE0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0826+STABILITY: SURFACE MOTION
 FE0826
 FE0826  HISTORY     - Date     Condition        Report By
 FE0826  HISTORY     - 1959     MONUMENTED       CGS
 FE0826  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0826
 FE0826                          STATION DESCRIPTION
 FE0826
 FE0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0826'6.9 MI SE FROM BROWNSVILLE.
 FE0826'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0826'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0826'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0826'ROAD, 147 FT. NORTHWEST OF THE CENTER OF THE INTERSTATE HIGHWAY,
 FE0826'25 FT. NORTHEAST OF THE CENTER OF THE NORTH END OF A WOODEN
 FE0826'BRIDGE, 18 FT. EAST OF THE CENTER OF A PAVED ROAD, 17 FT. WEST
 FE0826'OF THE WEST BANK OF A SMALL CREEK, 1.5 FT. SOUTH OF A WITNESS
 FE0826'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE0826'2 INCHES.
 FE0826
 FE0826                          STATION RECOVERY (2002)
 FE0826
 FE0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0826'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0827 ***********************************************************************
 FE0827  DESIGNATION -  A 214 RESET
 FE0827  PID         -  FE0827
 FE0827  STATE/COUNTY-  TN/HAYWOOD
 FE0827  USGS QUAD   -  SUNNYHILL (1983)
 FE0827
 FE0827                         *CURRENT SURVEY CONTROL
 FE0827  ___________________________________________________________________
 FE0827* NAD 83(1986)-  35 32 57.     (N)    089 12 56.     (W)     SCALED    
 FE0827* NAVD 88     -       100.40   (+/-2cm)     329.4    (feet)  VERTCON   
 FE0827  ___________________________________________________________________
 FE0827  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0827
 FE0827  VERT ORDER  -  THIRD (See Below)
 FE0827
 FE0827.The horizontal coordinates were scaled from a topographic map and have
 FE0827.an estimated accuracy of +/- 6 seconds.
 FE0827
 FE0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0827.The vertical order pertains to the NGVD 29 superseded value.
 FE0827
 FE0827.The geoid height was determined by GEOID03.
 FE0827
 FE0827;                    North         East    Units  Estimated Accuracy
 FE0827;SPC TN       -   139,690.      308,500.      MT  (+/- 180 meters Scaled)
 FE0827
 FE0827                          SUPERSEDED SURVEY CONTROL
 FE0827
 FE0827  NGVD 29 (??/??/??)  100.41   (m)          329.4    (f) RESET       3  
 FE0827
 FE0827.Superseded values are not recommended for survey control.
 FE0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0827.See file dsdata.txt to determine how the superseded data were derived.
 FE0827
 FE0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE991362(NAD 83)
 FE0827_MARKER: DD = SURVEY DISK
 FE0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0827_STAMPING: A 214 RESET 1960
 FE0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0827+STABILITY: SURFACE MOTION
 FE0827
 FE0827  HISTORY     - Date     Condition        Report By
 FE0827  HISTORY     - 1960     MONUMENTED       TNHD
 FE0827
 FE0827                          STATION DESCRIPTION
 FE0827
 FE0827'DESCRIBED BY TN HIGHWAY DEPT 1960
 FE0827'6.9 MI SE FROM BROWNSVILLE.
 FE0827'THE MARK IS LOCATED 0.6 MILE EAST ALONG HIGHWAY 70 FROM THE
 FE0827'COURTHOUSE IN BROWNSVILLE, THENCE 3.75 MILES SOUTH-SOUTHWEST
 FE0827'ON HIGHWAY 76, THENCE 1.9 MILES EAST ON A PAVED ROAD, THENCE
 FE0827'0.65 MILES NORTH ON A PAVED ROAD, 331 FEET NORTHWEST OF THE
 FE0827'CENTER OF INTERSTATE HIGHWAY, 35 FEET NORTH OF WEST END OF
 FE0827'CONCRETE BOX CULVERT, 82 FEET WEST OF THE CENTER OF A PAVED
 FE0827'CROSS ROAD OVER INTERSTATE HIGHWAY, 2 FEET SOUTH OF A WITNESS
 FE0827'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1445 ***********************************************************************
 FE1445  DESIGNATION -  A 215
 FE1445  PID         -  FE1445
 FE1445  STATE/COUNTY-  TN/SHELBY
 FE1445  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1445
 FE1445                         *CURRENT SURVEY CONTROL
 FE1445  ___________________________________________________________________
 FE1445* NAD 83(1986)-  35 11 24.     (N)    089 55 57.     (W)     SCALED    
 FE1445* NAVD 88     -        77.261  (meters)     253.48   (feet)  ADJUSTED  
 FE1445  ___________________________________________________________________
 FE1445  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1445  DYNAMIC HT  -          77.191 (meters)     253.25  (feet)  COMP
 FE1445  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FE1445
 FE1445  VERT ORDER  -  SECOND    CLASS 0
 FE1445
 FE1445.The horizontal coordinates were scaled from a topographic map and have
 FE1445.an estimated accuracy of +/- 6 seconds.
 FE1445
 FE1445.The orthometric height was determined by differential leveling
 FE1445.and adjusted by the National Geodetic Survey in June 1991..
 FE1445
 FE1445.The geoid height was determined by GEOID03.
 FE1445
 FE1445.The dynamic height is computed by dividing the NAVD 88
 FE1445.geopotential number by the normal gravity value computed on the
 FE1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1445.degrees latitude (g = 980.6199 gals.).
 FE1445
 FE1445.The modeled gravity was interpolated from observed gravity values.
 FE1445
 FE1445;                    North         East    Units  Estimated Accuracy
 FE1445;SPC TN       -   102,240.      241,930.      MT  (+/- 180 meters Scaled)
 FE1445
 FE1445                          SUPERSEDED SURVEY CONTROL
 FE1445
 FE1445  NGVD 29 (??/??/??)   77.240  (m)          253.41   (f) ADJUSTED    2 0
 FE1445
 FE1445.Superseded values are not recommended for survey control.
 FE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1445.See file dsdata.txt to determine how the superseded data were derived.
 FE1445
 FE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD329980(NAD 83)
 FE1445_MARKER: DB = BENCH MARK DISK
 FE1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1445_SP_SET: FOUNDATION
 FE1445_STAMPING: A 215 1959
 FE1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1445+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1445
 FE1445  HISTORY     - Date     Condition        Report By
 FE1445  HISTORY     - 1959     MONUMENTED       CGS
 FE1445  HISTORY     - 1959     GOOD             CGS
 FE1445  HISTORY     - 19950122 GOOD             TN1620
 FE1445  HISTORY     - 20021015 GOOD             USACE
 FE1445
 FE1445                          STATION DESCRIPTION
 FE1445
 FE1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1445'IN MEMPHIS.
 FE1445'THIS MARK IS 0.3 MILE WEST OF THE INTERSECTION OF JACKSON AVE.
 FE1445'AND RONNIE ROAD, 78 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE1445'BRICK HOUSE, 77 FT. WEST OF THE WEST EDGE OF RONNIE ROAD ISLAND,
 FE1445'A C AND GS DISK DRILLED IN THE NORTHWEST LEG FOUNDATION OF A
 FE1445'POWER LINE TOWER JUST WEST OF THE INTERSECTION OF RONNIE ROAD AND
 FE1445'BROCK LINE ROAD.  THIS MARK IS ABOUT 1.0 MILE EAST OF STATION
 FE1445'CHAPEL.
 FE1445
 FE1445                          STATION RECOVERY (1995)
 FE1445
 FE1445'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1445'RECOVERED IN GOOD CONDITION.
 FE1445
 FE1445                          STATION RECOVERY (2002)
 FE1445
 FE1445'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0646 ***********************************************************************
 FE0646  DESIGNATION -  A 216
 FE0646  PID         -  FE0646
 FE0646  STATE/COUNTY-  TN/MADISON
 FE0646  USGS QUAD   -  CLAYBROOK (1980)
 FE0646
 FE0646                         *CURRENT SURVEY CONTROL
 FE0646  ___________________________________________________________________
 FE0646* NAD 83(1986)-  35 42 48.     (N)    088 38 59.     (W)     SCALED    
 FE0646* NAVD 88     -       168.827  (meters)     553.89   (feet)  ADJUSTED  
 FE0646  ___________________________________________________________________
 FE0646  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0646  DYNAMIC HT  -         168.677 (meters)     553.40  (feet)  COMP
 FE0646  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0646
 FE0646  VERT ORDER  -  SECOND    CLASS 0
 FE0646
 FE0646.The horizontal coordinates were scaled from a topographic map and have
 FE0646.an estimated accuracy of +/- 6 seconds.
 FE0646
 FE0646.The orthometric height was determined by differential leveling
 FE0646.and adjusted by the National Geodetic Survey in June 1991..
 FE0646
 FE0646.The geoid height was determined by GEOID03.
 FE0646
 FE0646.The dynamic height is computed by dividing the NAVD 88
 FE0646.geopotential number by the normal gravity value computed on the
 FE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0646.degrees latitude (g = 980.6199 gals.).
 FE0646
 FE0646.The modeled gravity was interpolated from observed gravity values.
 FE0646
 FE0646;                    North         East    Units  Estimated Accuracy
 FE0646;SPC TN       -   156,360.      360,270.      MT  (+/- 180 meters Scaled)
 FE0646
 FE0646                          SUPERSEDED SURVEY CONTROL
 FE0646
 FE0646  NGVD 29 (??/??/??)  168.858  (m)          554.00   (f) ADJUSTED    2 0
 FE0646
 FE0646.Superseded values are not recommended for survey control.
 FE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0646.See file dsdata.txt to determine how the superseded data were derived.
 FE0646
 FE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE507534(NAD 83)
 FE0646_MARKER: DB = BENCH MARK DISK
 FE0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0646_STAMPING: A 216 1959
 FE0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0646+STABILITY: SURFACE MOTION
 FE0646
 FE0646  HISTORY     - Date     Condition        Report By
 FE0646  HISTORY     - 1959     MONUMENTED       CGS
 FE0646  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0646  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0646
 FE0646                          STATION DESCRIPTION
 FE0646
 FE0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0646'21.3 MI NE FROM JACKSON.
 FE0646'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0646'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0646'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0646'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0646'3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 1.95 MILES
 FE0646'NORTHEAST ALONG HARTMAS LANE, THENCE 0.3 MILE SOUTH ALONG A
 FE0646'GRAVELED ROAD.  IT IS APPROXIMATELY 150 FEET SOUTHEAST OF THE
 FE0646'CENTER OF INTERSTATE HIGHWAY, 14 FEET WEST OF THE CENTER OF A
 FE0646'GRAVELED ROAD, 11 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 1.8
 FE0646'FEET SOUTH OF A WITNESS SIGN AND 1 FOOT EAST OF A FENCE LINE.
 FE0646'THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FE0646'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE0646
 FE0646                          STATION RECOVERY (2002)
 FE0646
 FE0646'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0646'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
 FE0646
 FE0646                          STATION RECOVERY (2002)
 FE0646
 FE0646'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0646'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0029 ***********************************************************************
 FE0029  DESIGNATION -  A 217
 FE0029  PID         -  FE0029
 FE0029  STATE/COUNTY-  TN/DECATUR
 FE0029  USGS QUAD   -  HOLLADAY (1987)
 FE0029
 FE0029                         *CURRENT SURVEY CONTROL
 FE0029  ___________________________________________________________________
 FE0029* NAD 83(1986)-  35 49 16.     (N)    088 08 04.     (W)     SCALED    
 FE0029* NAVD 88     -       177.604  (meters)     582.69   (feet)  ADJUSTED  
 FE0029  ___________________________________________________________________
 FE0029  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0029  DYNAMIC HT  -         177.449 (meters)     582.18  (feet)  COMP
 FE0029  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FE0029
 FE0029  VERT ORDER  -  SECOND    CLASS 0
 FE0029
 FE0029.The horizontal coordinates were scaled from a topographic map and have
 FE0029.an estimated accuracy of +/- 6 seconds.
 FE0029
 FE0029.The orthometric height was determined by differential leveling
 FE0029.and adjusted by the National Geodetic Survey in June 1991..
 FE0029
 FE0029.The geoid height was determined by GEOID03.
 FE0029
 FE0029.The dynamic height is computed by dividing the NAVD 88
 FE0029.geopotential number by the normal gravity value computed on the
 FE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0029.degrees latitude (g = 980.6199 gals.).
 FE0029
 FE0029.The modeled gravity was interpolated from observed gravity values.
 FE0029
 FE0029;                    North         East    Units  Estimated Accuracy
 FE0029;SPC TN       -   167,170.      407,140.      MT  (+/- 180 meters Scaled)
 FE0029
 FE0029                          SUPERSEDED SURVEY CONTROL
 FE0029
 FE0029  NGVD 29 (??/??/??)  177.625  (m)          582.76   (f) ADJUSTED    2 0
 FE0029
 FE0029.Superseded values are not recommended for survey control.
 FE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0029.See file dsdata.txt to determine how the superseded data were derived.
 FE0029
 FE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE975647(NAD 83)
 FE0029_MARKER: DB = BENCH MARK DISK
 FE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0029_STAMPING: A 217 1959
 FE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0029+STABILITY: SURFACE MOTION
 FE0029
 FE0029  HISTORY     - Date     Condition        Report By
 FE0029  HISTORY     - 1959     MONUMENTED       CGS
 FE0029  HISTORY     - 1972     GOOD             TVA
 FE0029
 FE0029                          STATION DESCRIPTION
 FE0029
 FE0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0029'24.2 MI E FROM YUMA.
 FE0029'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0029'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0029'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A
 FE0029'T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0029'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0029'THENCE 2.85 MILES SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILES
 FE0029'NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.9 MILES EAST AND
 FE0029'SOUTH ON ROBERTSON TRAIL, THENCE 1.5 MILE NORTHEAST ON SHILOH
 FE0029'TRAIL, THENCE 2.4 MILES EAST AND SOUTH ON A GRAVELED ROAD,
 FE0029'THENCE 1.5 MILE EAST ON A GRAVELED ROAD, THENCE 0.75 EAST AND
 FE0029'SOUTH ON GRAVELED ROAD, THENCE 0.4 MILE EAST ON GRAVELED ROAD,
 FE0029'THENCE 0.4 MILE EAST ON GRAVELED ROAD, ABOUT 160 FEET SOUTHWEST
 FE0029'OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 171 FEET
 FE0029'SOUTHEAST OF A POWER LINE POLE NO. 38, 39 FEET SOUTHWEST OF THE
 FE0029'CENTER OF GRAVELED ROAD, 1.8 FEET SOUTHWEST OF A WITNESS SIGN.
 FE0029'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 FE0029'INCHES AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- 15.60 FT S 35 W
 FE0029'FROM POWER POLE, 32.70 FT S 40 E FROM 4 POST IN RW FENCE ALONG
 FE0029'I 40 42.00 FT N FROM CENTERLINE GRAVEL ROAD.  78.80 FT N65E FROM
 FE0029'NE END OF GUARD RAIL ON N SIDE OF 18 FT GRAVEL ROAD AND PLUS OR MINUS
 FE0029'60.0 FT W OF ESSO SIGN.  COAST AND GEODETIC POST AND SIGN.
 FE0029
 FE0029                          STATION RECOVERY (1972)
 FE0029
 FE0029'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0740 ***********************************************************************
 FD0740  DESIGNATION -  A 219
 FD0740  PID         -  FD0740
 FD0740  STATE/COUNTY-  TN/DICKSON
 FD0740  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0740
 FD0740                         *CURRENT SURVEY CONTROL
 FD0740  ___________________________________________________________________
 FD0740* NAD 83(1986)-  35 59 53.     (N)    087 27 41.     (W)     SCALED    
 FD0740* NAVD 88     -       237.371  (meters)     778.77   (feet)  ADJUSTED  
 FD0740  ___________________________________________________________________
 FD0740  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0740  DYNAMIC HT  -         237.163 (meters)     778.09  (feet)  COMP
 FD0740  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0740
 FD0740  VERT ORDER  -  SECOND    CLASS 0
 FD0740
 FD0740.The horizontal coordinates were scaled from a topographic map and have
 FD0740.an estimated accuracy of +/- 6 seconds.
 FD0740
 FD0740.The orthometric height was determined by differential leveling
 FD0740.and adjusted by the National Geodetic Survey in June 1991..
 FD0740
 FD0740.The geoid height was determined by GEOID03.
 FD0740
 FD0740.The dynamic height is computed by dividing the NAVD 88
 FD0740.geopotential number by the normal gravity value computed on the
 FD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0740.degrees latitude (g = 980.6199 gals.).
 FD0740
 FD0740.The modeled gravity was interpolated from observed gravity values.
 FD0740
 FD0740;                    North         East    Units  Estimated Accuracy
 FD0740;SPC TN       -   185,680.      468,240.      MT  (+/- 180 meters Scaled)
 FD0740
 FD0740                          SUPERSEDED SURVEY CONTROL
 FD0740
 FD0740  NGVD 29 (??/??/92)  237.370  (m)          778.77   (f) ADJ UNCH    2 0
 FD0740
 FD0740.Superseded values are not recommended for survey control.
 FD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0740.See file dsdata.txt to determine how the superseded data were derived.
 FD0740
 FD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE584838(NAD 83)
 FD0740_MARKER: DB = BENCH MARK DISK
 FD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0740_STAMPING: A 219 1959
 FD0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0740+STABILITY: SURFACE MOTION
 FD0740
 FD0740  HISTORY     - Date     Condition        Report By
 FD0740  HISTORY     - 1959     MONUMENTED       CGS
 FD0740
 FD0740                          STATION DESCRIPTION
 FD0740
 FD0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0740'1.8 MI SE FROM OAK GROVE.
 FD0740'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0740'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 FD0740'ON A GRAVELED ROAD FOR 1.8 MILE, 33 FT. NORTH OF THE CENTER
 FD0740'OF A GRAVELED ROAD, 17 FT. NORTH OF A POWERLINE POLE WITH A
 FD0740'GUY WIRE, 12 FT. WEST OF A 12-INCH OAK TREE, 2.5 FT. NORTH
 FD0740'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD0740'4 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1430 ***********************************************************************
 GC1430  DESIGNATION -  A 22
 GC1430  PID         -  GC1430
 GC1430  STATE/COUNTY-  TN/DICKSON
 GC1430  USGS QUAD   -  BURNS (1986)
 GC1430
 GC1430                         *CURRENT SURVEY CONTROL
 GC1430  ___________________________________________________________________
 GC1430* NAD 83(1986)-  36 03 07.     (N)    087 21 08.     (W)     SCALED    
 GC1430* NAVD 88     -       255.648  (meters)     838.74   (feet)  ADJUSTED  
 GC1430  ___________________________________________________________________
 GC1430  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1430  DYNAMIC HT  -         255.423 (meters)     838.00  (feet)  COMP
 GC1430  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 GC1430
 GC1430  VERT ORDER  -  FIRST     CLASS II
 GC1430
 GC1430.The horizontal coordinates were scaled from a topographic map and have
 GC1430.an estimated accuracy of +/- 6 seconds.
 GC1430
 GC1430.The orthometric height was determined by differential leveling
 GC1430.and adjusted by the National Geodetic Survey in June 1991..
 GC1430
 GC1430.The geoid height was determined by GEOID03.
 GC1430
 GC1430.The dynamic height is computed by dividing the NAVD 88
 GC1430.geopotential number by the normal gravity value computed on the
 GC1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1430.degrees latitude (g = 980.6199 gals.).
 GC1430
 GC1430.The modeled gravity was interpolated from observed gravity values.
 GC1430
 GC1430;                    North         East    Units  Estimated Accuracy
 GC1430;SPC TN       -   191,520.      478,170.      MT  (+/- 180 meters Scaled)
 GC1430
 GC1430                          SUPERSEDED SURVEY CONTROL
 GC1430
 GC1430  NGVD 29 (??/??/92)  255.642  (m)          838.72   (f) ADJ UNCH    1 2
 GC1430
 GC1430.Superseded values are not recommended for survey control.
 GC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1430.See file dsdata.txt to determine how the superseded data were derived.
 GC1430
 GC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE682897(NAD 83)
 GC1430_MARKER: DB = BENCH MARK DISK
 GC1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1430_STAMPING: A 22 1934
 GC1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1430+STABILITY: SURFACE MOTION
 GC1430
 GC1430  HISTORY     - Date     Condition        Report By
 GC1430  HISTORY     - 1934     MONUMENTED       CGS
 GC1430  HISTORY     - 1948     GOOD             NGS
 GC1430
 GC1430                          STATION DESCRIPTION
 GC1430
 GC1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1430'0.9 MI S FROM COLESBURG.
 GC1430'0.9 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1430'RAILWAY FROM THE STATION AT COLESBURG, 117 FEET NORTHWEST AND
 GC1430'ACROSS THE TRACK FROM POLE 3/5, 94 FEET SOUTHWEST AND ACROSS THE
 GC1430'TRACK FROM POLE 3/4, 1 FOOT NORTH OF A WOODEN WITNESS POST, 99.5
 GC1430'FEET EAST-SOUTHEAST OF A 36-INCH OAK TREE, 160 FEET EAST OF A
 GC1430'BRICK ENCASED CISTERN, 22 FEET WEST OF THE WEST RAIL, 22 FEET
 GC1430'EAST OF THE CENTER LIN EOF A GRAVEL ROAD, 2 1/2 FEET BELOW THE
 GC1430'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1430'NOTE-- CONCRETE IS CRACKED BUT MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0571 ***********************************************************************
 GC0571  DESIGNATION -  A 220
 GC0571  PID         -  GC0571
 GC0571  STATE/COUNTY-  TN/DAVIDSON
 GC0571  USGS QUAD   -  BELLEVUE (1983)
 GC0571
 GC0571                         *CURRENT SURVEY CONTROL
 GC0571  ___________________________________________________________________
 GC0571* NAD 83(1986)-  36 05 29.     (N)    086 56 02.     (W)     SCALED    
 GC0571* NAVD 88     -       199.203  (meters)     653.55   (feet)  ADJUSTED  
 GC0571  ___________________________________________________________________
 GC0571  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0571  DYNAMIC HT  -         199.030 (meters)     652.98  (feet)  COMP
 GC0571  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC0571
 GC0571  VERT ORDER  -  SECOND    CLASS 0
 GC0571
 GC0571.The horizontal coordinates were scaled from a topographic map and have
 GC0571.an estimated accuracy of +/- 6 seconds.
 GC0571
 GC0571.The orthometric height was determined by differential leveling
 GC0571.and adjusted by the National Geodetic Survey in June 1991..
 GC0571
 GC0571.The geoid height was determined by GEOID03.
 GC0571
 GC0571.The dynamic height is computed by dividing the NAVD 88
 GC0571.geopotential number by the normal gravity value computed on the
 GC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0571.degrees latitude (g = 980.6199 gals.).
 GC0571
 GC0571.The modeled gravity was interpolated from observed gravity values.
 GC0571
 GC0571;                    North         East    Units  Estimated Accuracy
 GC0571;SPC TN       -   195,460.      515,900.      MT  (+/- 180 meters Scaled)
 GC0571
 GC0571                          SUPERSEDED SURVEY CONTROL
 GC0571
 GC0571  NGVD 29 (??/??/92)  199.224  (m)          653.62   (f) ADJ UNCH    2 0
 GC0571
 GC0571.Superseded values are not recommended for survey control.
 GC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0571.See file dsdata.txt to determine how the superseded data were derived.
 GC0571
 GC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE059940(NAD 83)
 GC0571_MARKER: DB = BENCH MARK DISK
 GC0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0571_STAMPING: A 220 1959
 GC0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0571+STABILITY: SURFACE MOTION
 GC0571
 GC0571  HISTORY     - Date     Condition        Report By
 GC0571  HISTORY     - 1959     MONUMENTED       CGS
 GC0571
 GC0571                          STATION DESCRIPTION
 GC0571
 GC0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0571'7.2 MI SW FROM NASHVILLE.
 GC0571'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0571'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0571'HIGHWAY 70 N), THENCE 1.45 MILES SOUTH ON SAWYER-BROWN RD., 98
 GC0571'FT. SOUTH OF A POWER LINE POLE, 32 FT. EAST OF THE CENTER OF
 GC0571'SAWYER-BROWN ROAD, AND 2.5 FT. EAST OF A WITNESS SIGN, SET
 GC0571'DIRECTLY UNDER A POWER LINE, A DISK SET IN TOP OF A CONCRETE
 GC0571'POST PROJECTING 3 INCHES, AND ABOUT 2 FT. ABOVE THE LEVEL OF
 GC0571'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0551 ***********************************************************************
 GC0551  DESIGNATION -  A 221 RESET
 GC0551  PID         -  GC0551
 GC0551  STATE/COUNTY-  TN/ROBERTSON
 GC0551  USGS QUAD   -  WHITE HOUSE (1981)
 GC0551
 GC0551                         *CURRENT SURVEY CONTROL
 GC0551  ___________________________________________________________________
 GC0551* NAD 83(1986)-  36 29 19.     (N)    086 40 23.     (W)     SCALED    
 GC0551* NAVD 88     -       249.39   (+/-2cm)     818.2    (feet)  VERTCON   
 GC0551  ___________________________________________________________________
 GC0551  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC0551
 GC0551  VERT ORDER  -  THIRD (See Below)
 GC0551
 GC0551.The horizontal coordinates were scaled from a topographic map and have
 GC0551.an estimated accuracy of +/- 6 seconds.
 GC0551
 GC0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0551.The vertical order pertains to the NGVD 29 superseded value.
 GC0551
 GC0551.The geoid height was determined by GEOID03.
 GC0551
 GC0551;                    North         East    Units  Estimated Accuracy
 GC0551;SPC TN       -   239,340.      539,690.      MT  (+/- 180 meters Scaled)
 GC0551
 GC0551                          SUPERSEDED SURVEY CONTROL
 GC0551
 GC0551  NGVD 29 (??/??/??)  249.45   (m)          818.4    (f) RESET       3  
 GC0551
 GC0551.Superseded values are not recommended for survey control.
 GC0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0551.See file dsdata.txt to determine how the superseded data were derived.
 GC0551
 GC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF292381(NAD 83)
 GC0551_MARKER: DB = BENCH MARK DISK
 GC0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0551_STAMPING: A 221 RESET 1968
 GC0551_MARK LOGO: CGS   
 GC0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0551+STABILITY: SURFACE MOTION
 GC0551
 GC0551  HISTORY     - Date     Condition        Report By
 GC0551  HISTORY     - 1968     MONUMENTED       CGS
 GC0551
 GC0551                          STATION DESCRIPTION
 GC0551
 GC0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0551'3.2 MI NW FROM WHITE HOUSE.
 GC0551'TO REACH THE MARK FROM THE NEW POST OFFICE IN WHITE HOUSE, GO
 GC0551'EASTERLY ON STATE ROUTE 76 FOR 0.1 MILE TO THE JUNCTION WITH
 GC0551'U.S. HIGHWAY 31W.  HERE TURN LEFT AND GO NORTHERLY ON U.S.
 GC0551'HIGHWAY 3UW FOR 0.55 MILE TO AN OILED ROAD ON THE LEFT, TURN
 GC0551'LEFT AND GO WESTERLY AND NORTHERLY ON THIS OILED ROAD FOR 1.55
 GC0551'MILES TO A GRAVELED ROAD ON THE LEFT.  HERE TURN LEFT AND GO
 GC0551'WESTERLY ON THIS GRAVELED ROAD FOR 0.5 MILE TO A FARM DRIVE
 GC0551'AND GATE ON THE LEFT, TURN LEFT PASSING THROUGH THE GATE AND
 GC0551'GO SOUTHERLY ON THE FARM DRIVE FOR ABOUT 0.1 MILE TO A TOBACCO
 GC0551'BARN ON THE LEFT AND THE MARK AS DESCRIBED.  THE MARK IS 139 FEET
 GC0551'NORTH OF A 48-INCH BLACK CHERRY TREE, 10 FEET EAST OF THE
 GC0551'APPROXIMAE CENTER OF THE FARM DRIVE, 1.4 FEET WEST OF A METAL
 GC0551'WITNESS POST AND SIGN, AND 1.5 FEET WEST OF THE NORTHWEST
 GC0551'CORNER OF A BARN.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GC0551'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT
 GC0551'5 INCHES AND THE DISK IS STAMPED A 221 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0606 ***********************************************************************
 GC0606  DESIGNATION -  A 222
 GC0606  PID         -  GC0606
 GC0606  STATE/COUNTY-  TN/DAVIDSON
 GC0606  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0606
 GC0606                         *CURRENT SURVEY CONTROL
 GC0606  ___________________________________________________________________
 GC0606* NAD 83(1986)-  36 09 12.     (N)    086 49 16.     (W)     SCALED    
 GC0606* NAVD 88     -       174.703  (meters)     573.17   (feet)  ADJUSTED  
 GC0606  ___________________________________________________________________
 GC0606  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0606  DYNAMIC HT  -         174.553 (meters)     572.68  (feet)  COMP
 GC0606  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC0606
 GC0606  VERT ORDER  -  SECOND    CLASS 0
 GC0606
 GC0606.The horizontal coordinates were scaled from a topographic map and have
 GC0606.an estimated accuracy of +/- 6 seconds.
 GC0606
 GC0606.The orthometric height was determined by differential leveling
 GC0606.and adjusted by the National Geodetic Survey in June 1991..
 GC0606
 GC0606.The geoid height was determined by GEOID03.
 GC0606
 GC0606.The dynamic height is computed by dividing the NAVD 88
 GC0606.geopotential number by the normal gravity value computed on the
 GC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0606.degrees latitude (g = 980.6199 gals.).
 GC0606
 GC0606.The modeled gravity was interpolated from observed gravity values.
 GC0606
 GC0606;                    North         East    Units  Estimated Accuracy
 GC0606;SPC TN       -   202,240.      526,110.      MT  (+/- 180 meters Scaled)
 GC0606
 GC0606                          SUPERSEDED SURVEY CONTROL
 GC0606
 GC0606  NGVD 29 (??/??/92)  174.722  (m)          573.23   (f) ADJ UNCH    2 0
 GC0606
 GC0606.Superseded values are not recommended for survey control.
 GC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0606.See file dsdata.txt to determine how the superseded data were derived.
 GC0606
 GC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF160009(NAD 83)
 GC0606_MARKER: DB = BENCH MARK DISK
 GC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0606_STAMPING: A 222 1959
 GC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0606+STABILITY: SURFACE MOTION
 GC0606
 GC0606  HISTORY     - Date     Condition        Report By
 GC0606  HISTORY     - 1959     MONUMENTED       CGS
 GC0606  HISTORY     - 1960     GOOD             NGS
 GC0606
 GC0606                          STATION DESCRIPTION
 GC0606
 GC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0606'AT NASHVILLE.
 GC0606'THIS BENCH MARK IS ABOUT 0.05 MILE EAST OF THE INTERSECTION OF
 GC0606'CHARLOTTE AVE. AND 32ND. STREET, 97 FT. SOUTHWEST OF THE CENTER
 GC0606'OF A RAILROAD CROSSING AND CHARLOTTE AVE., 47 FT. SOUTH OF THE
 GC0606'CENTER OF CHARLOTTE AVE., 26 FT. WEST OF THE WEST RAIL OF THE MAIN
 GC0606'TRACKS, 4 FT. SOUTH OF A TELEPHONE POLE AND 2.6 FT. SOUTH OF A
 GC0606'WITNESS SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0606'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0538 ***********************************************************************
 FD0538  DESIGNATION -  A 223
 FD0538  PID         -  FD0538
 FD0538  STATE/COUNTY-  TN/WILLIAMSON
 FD0538  USGS QUAD   -  BETHESDA (1982)
 FD0538
 FD0538                         *CURRENT SURVEY CONTROL
 FD0538  ___________________________________________________________________
 FD0538* NAD 83(1986)-  35 52 03.     (N)    086 49 55.     (W)     SCALED    
 FD0538* NAVD 88     -       203.803  (meters)     668.64   (feet)  ADJUSTED  
 FD0538  ___________________________________________________________________
 FD0538  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0538  DYNAMIC HT  -         203.622 (meters)     668.05  (feet)  COMP
 FD0538  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FD0538
 FD0538  VERT ORDER  -  SECOND    CLASS 0
 FD0538
 FD0538.The horizontal coordinates were scaled from a topographic map and have
 FD0538.an estimated accuracy of +/- 6 seconds.
 FD0538
 FD0538.The orthometric height was determined by differential leveling
 FD0538.and adjusted by the National Geodetic Survey in June 1991..
 FD0538
 FD0538.The geoid height was determined by GEOID03.
 FD0538
 FD0538.The dynamic height is computed by dividing the NAVD 88
 FD0538.geopotential number by the normal gravity value computed on the
 FD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0538.degrees latitude (g = 980.6199 gals.).
 FD0538
 FD0538.The modeled gravity was interpolated from observed gravity values.
 FD0538
 FD0538;                    North         East    Units  Estimated Accuracy
 FD0538;SPC TN       -   170,530.      524,870.      MT  (+/- 180 meters Scaled)
 FD0538
 FD0538                          SUPERSEDED SURVEY CONTROL
 FD0538
 FD0538  NGVD 29 (??/??/92)  203.786  (m)          668.59   (f) ADJ UNCH    2 0
 FD0538
 FD0538.Superseded values are not recommended for survey control.
 FD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0538.See file dsdata.txt to determine how the superseded data were derived.
 FD0538
 FD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE151692(NAD 83)
 FD0538_MARKER: DB = BENCH MARK DISK
 FD0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0538_STAMPING: A 223 1960
 FD0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0538+STABILITY: SURFACE MOTION
 FD0538
 FD0538  HISTORY     - Date     Condition        Report By
 FD0538  HISTORY     - 1960     MONUMENTED       CGS
 FD0538  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0538
 FD0538                          STATION DESCRIPTION
 FD0538
 FD0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0538'6.1 MI SE FROM FRANKLIN.
 FD0538'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0538'L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY 96,
 FD0538'THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST ON A
 FD0538'GRAVELED ROAD, THEN 2.1 MILES SOUTH ON INTERSTATE HIGHWAY 65
 FD0538'TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS 0.05
 FD0538'MILE NORTH OF A Y JUNCTION, ABOUT 220 FT. WEST OF THE CENTER
 FD0538'OF INTERSTATE HIGHWAY 65, 38 FT. SOUTHEAST OF THE CENTER OF A
 FD0538'GRAVELED ROAD AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE
 FD0538'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 FD0538'ABOUT LEVEL WITH THE ROAD.
 FD0538
 FD0538                          STATION RECOVERY (1979)
 FD0538
 FD0538'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0538'THIS AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0577 ***********************************************************************
 FD0577  DESIGNATION -  A 224
 FD0577  PID         -  FD0577
 FD0577  STATE/COUNTY-  TN/MAURY
 FD0577  USGS QUAD   -  CARTERS CREEK (1982)
 FD0577
 FD0577                         *CURRENT SURVEY CONTROL
 FD0577  ___________________________________________________________________
 FD0577* NAD 83(1986)-  35 39 52.     (N)    086 53 33.     (W)     SCALED    
 FD0577* NAVD 88     -       217.037  (meters)     712.06   (feet)  ADJUSTED  
 FD0577  ___________________________________________________________________
 FD0577  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD0577  DYNAMIC HT  -         216.846 (meters)     711.44  (feet)  COMP
 FD0577  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 FD0577
 FD0577  VERT ORDER  -  SECOND    CLASS 0
 FD0577
 FD0577.The horizontal coordinates were scaled from a topographic map and have
 FD0577.an estimated accuracy of +/- 6 seconds.
 FD0577
 FD0577.The orthometric height was determined by differential leveling
 FD0577.and adjusted by the National Geodetic Survey in June 1991..
 FD0577
 FD0577.The geoid height was determined by GEOID03.
 FD0577
 FD0577.The dynamic height is computed by dividing the NAVD 88
 FD0577.geopotential number by the normal gravity value computed on the
 FD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0577.degrees latitude (g = 980.6199 gals.).
 FD0577
 FD0577.The modeled gravity was interpolated from observed gravity values.
 FD0577
 FD0577;                    North         East    Units  Estimated Accuracy
 FD0577;SPC TN       -   148,050.      519,190.      MT  (+/- 180 meters Scaled)
 FD0577
 FD0577                          SUPERSEDED SURVEY CONTROL
 FD0577
 FD0577  NGVD 29 (??/??/92)  217.015  (m)          711.99   (f) ADJ UNCH    2 0
 FD0577
 FD0577.Superseded values are not recommended for survey control.
 FD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0577.See file dsdata.txt to determine how the superseded data were derived.
 FD0577
 FD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097467(NAD 83)
 FD0577_MARKER: DB = BENCH MARK DISK
 FD0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0577_STAMPING: A 224 1960
 FD0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0577+STABILITY: SURFACE MOTION
 FD0577
 FD0577  HISTORY     - Date     Condition        Report By
 FD0577  HISTORY     - 1960     MONUMENTED       CGS
 FD0577
 FD0577                          STATION DESCRIPTION
 FD0577
 FD0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0577'10.6 MI N FROM BRYANT.
 FD0577'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0577'50 FOR 0.7 MILE, THEN 9.9 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0577'TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 FD0577'390 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 130 FT.
 FD0577'WEST OF THE CENTER OF A Y JUNCTION OF THE GRAVELED ROAD AND A
 FD0577'PRIVATE DRIVE AND A CURVE IN THE ROAD.  11 FT. SOUTH OF THE CENTER
 FD0577'OF THE GRAVELED ROAD, 0.8 FT. SOUTH OF A FENCE, AND 1.3 FT. WEST
 FD0577'OF A WITNESS SIGN.  THE DISK SET IN TOP OF A CONCRETE POST
 FD0577'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 FD0577'NOTE-- THIS MARK IS ABOUT 1.5 MILE SOUTH ON INTERSTATE HIGHWAY 65
 FD0577'FROM RAGEN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0396 ***********************************************************************
 FD0396  DESIGNATION -  A 225
 FD0396  PID         -  FD0396
 FD0396  STATE/COUNTY-  TN/GILES
 FD0396  USGS QUAD   -  BRICK CHURCH (1981)
 FD0396
 FD0396                         *CURRENT SURVEY CONTROL
 FD0396  ___________________________________________________________________
 FD0396* NAD 83(1986)-  35 16 11.     (N)    086 53 11.     (W)     SCALED    
 FD0396* NAVD 88     -       244.663  (meters)     802.70   (feet)  ADJUSTED  
 FD0396  ___________________________________________________________________
 FD0396  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0396  DYNAMIC HT  -         244.436 (meters)     801.95  (feet)  COMP
 FD0396  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 FD0396
 FD0396  VERT ORDER  -  SECOND    CLASS 0
 FD0396
 FD0396.The horizontal coordinates were scaled from a topographic map and have
 FD0396.an estimated accuracy of +/- 6 seconds.
 FD0396
 FD0396.The orthometric height was determined by differential leveling
 FD0396.and adjusted by the National Geodetic Survey in June 1991..
 FD0396
 FD0396.The geoid height was determined by GEOID03.
 FD0396
 FD0396.The dynamic height is computed by dividing the NAVD 88
 FD0396.geopotential number by the normal gravity value computed on the
 FD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0396.degrees latitude (g = 980.6199 gals.).
 FD0396
 FD0396.The modeled gravity was interpolated from observed gravity values.
 FD0396
 FD0396;                    North         East    Units  Estimated Accuracy
 FD0396;SPC TN       -   104,260.      519,350.      MT  (+/- 180 meters Scaled)
 FD0396
 FD0396                          SUPERSEDED SURVEY CONTROL
 FD0396
 FD0396  NGVD 29 (??/??/92)  244.639  (m)          802.62   (f) ADJ UNCH    2 0
 FD0396
 FD0396.Superseded values are not recommended for survey control.
 FD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0396.See file dsdata.txt to determine how the superseded data were derived.
 FD0396
 FD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103029(NAD 83)
 FD0396_MARKER: DB = BENCH MARK DISK
 FD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0396_STAMPING: A 225 1960
 FD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0396+STABILITY: SURFACE MOTION
 FD0396
 FD0396  HISTORY     - Date     Condition        Report By
 FD0396  HISTORY     - 1960     MONUMENTED       CGS
 FD0396
 FD0396                          STATION DESCRIPTION
 FD0396
 FD0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0396'7 MI S FROM CORNERSVILLE.
 FD0396'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0396'HIGHWAY 31A FOR 4.45 MILES, THEN 2.5 MILES SOUTH ON INTERSTATE
 FD0396'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0396'MARK IS ABOUT 300 FT. NORTHEAST OF THE CENTER OF THE PROPOSED
 FD0396'INTERSTATE HIGHWAY, 126 FT. WEST OF A TELEPHONE POLE, 125 FT.
 FD0396'WEST OF A SHARP CURVE IN THE ROAD, 15 FT. SOUTH OF THE GRAVELED
 FD0396'ROAD, 1 FT. SOUTH OF A FENCE, AND 0.9 FT. SOUTH OF A WITNESS
 FD0396'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS
 FD0396'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0702 ***********************************************************************
 GC0702  DESIGNATION -  A 226
 GC0702  PID         -  GC0702
 GC0702  STATE/COUNTY-  TN/DAVIDSON
 GC0702  USGS QUAD   -  HERMITAGE (1983)
 GC0702
 GC0702                         *CURRENT SURVEY CONTROL
 GC0702  ___________________________________________________________________
 GC0702* NAD 83(1986)-  36 09 50.     (N)    086 36 51.     (W)     SCALED    
 GC0702* NAVD 88     -       158.513  (meters)     520.05   (feet)  ADJUSTED  
 GC0702  ___________________________________________________________________
 GC0702  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0702  DYNAMIC HT  -         158.379 (meters)     519.62  (feet)  COMP
 GC0702  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GC0702
 GC0702  VERT ORDER  -  SECOND    CLASS 0
 GC0702
 GC0702.The horizontal coordinates were scaled from a topographic map and have
 GC0702.an estimated accuracy of +/- 6 seconds.
 GC0702
 GC0702.The orthometric height was determined by differential leveling
 GC0702.and adjusted by the National Geodetic Survey in June 1991..
 GC0702
 GC0702.The geoid height was determined by GEOID03.
 GC0702
 GC0702.The dynamic height is computed by dividing the NAVD 88
 GC0702.geopotential number by the normal gravity value computed on the
 GC0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0702.degrees latitude (g = 980.6199 gals.).
 GC0702
 GC0702.The modeled gravity was interpolated from observed gravity values.
 GC0702
 GC0702;                    North         East    Units  Estimated Accuracy
 GC0702;SPC TN       -   203,270.      544,740.      MT  (+/- 180 meters Scaled)
 GC0702
 GC0702                          SUPERSEDED SURVEY CONTROL
 GC0702
 GC0702  NGVD 29 (??/??/92)  158.548  (m)          520.17   (f) ADJ UNCH    2 0
 GC0702
 GC0702.Superseded values are not recommended for survey control.
 GC0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0702.See file dsdata.txt to determine how the superseded data were derived.
 GC0702
 GC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF347021(NAD 83)
 GC0702_MARKER: DB = BENCH MARK DISK
 GC0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0702_STAMPING: A 226 1960
 GC0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0702+STABILITY: SURFACE MOTION
 GC0702
 GC0702  HISTORY     - Date     Condition        Report By
 GC0702  HISTORY     - 1960     MONUMENTED       CGS
 GC0702
 GC0702                          STATION DESCRIPTION
 GC0702
 GC0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0702'9.2 MI SW FROM MOUNT JULIET.
 GC0702'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0702'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0702'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0702'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0702'ROAD, THEN 4.4 MILES WEST ON CENTRAL PIKE ROAD, THEN 0.8 MILE
 GC0702'SOUTH ON DODSON CHAPEL ROAD TO A SHARP CURVE.  THE BENCH MARK IS
 GC0702'ABOUT 300 FT. SOUTHEAST OF PROPOSED INTERSTATE HIGHWAY 40, 70
 GC0702'FT. SOUTH OF A SHARP CURVE IN THE ROAD, 20 FT. SOUTHWEST OF THE
 GC0702'CENTER OF DODSON CHAPEL ROAD, 62 FT. SOUTHEAST OF A POWER LINE
 GC0702'POLE WITH A GUY WIRE, 21 FT. SOUTHEAST OF THE CENTER OF A GATE
 GC0702'AND FIELD ROAD, 1 FT. SOUTHWEST OF A FENCE, AND 1.6 FT. SOUTHEAST
 GC0702'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0702'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0276 ***********************************************************************
 GC0276  DESIGNATION -  A 227
 GC0276  PID         -  GC0276
 GC0276  STATE/COUNTY-  TN/WILSON
 GC0276  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0276
 GC0276                         *CURRENT SURVEY CONTROL
 GC0276  ___________________________________________________________________
 GC0276* NAD 83(1986)-  36 11 35.     (N)    086 12 30.     (W)     SCALED    
 GC0276* NAVD 88     -       184.929  (meters)     606.72   (feet)  ADJUSTED  
 GC0276  ___________________________________________________________________
 GC0276  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0276  DYNAMIC HT  -         184.775 (meters)     606.22  (feet)  COMP
 GC0276  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0276
 GC0276  VERT ORDER  -  SECOND    CLASS 0
 GC0276
 GC0276.The horizontal coordinates were scaled from a topographic map and have
 GC0276.an estimated accuracy of +/- 6 seconds.
 GC0276
 GC0276.The orthometric height was determined by differential leveling
 GC0276.and adjusted by the National Geodetic Survey in June 1991..
 GC0276
 GC0276.The geoid height was determined by GEOID03.
 GC0276
 GC0276.The dynamic height is computed by dividing the NAVD 88
 GC0276.geopotential number by the normal gravity value computed on the
 GC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0276.degrees latitude (g = 980.6199 gals.).
 GC0276
 GC0276.The modeled gravity was interpolated from observed gravity values.
 GC0276
 GC0276;                    North         East    Units  Estimated Accuracy
 GC0276;SPC TN       -   206,360.      581,260.      MT  (+/- 180 meters Scaled)
 GC0276
 GC0276                          SUPERSEDED SURVEY CONTROL
 GC0276
 GC0276  NGVD 29 (??/??/92)  184.992  (m)          606.93   (f) ADJ UNCH    2 0
 GC0276
 GC0276.Superseded values are not recommended for survey control.
 GC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0276.See file dsdata.txt to determine how the superseded data were derived.
 GC0276
 GC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF711056(NAD 83)
 GC0276_MARKER: DB = BENCH MARK DISK
 GC0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0276_SP_SET: CULVERT
 GC0276_STAMPING: A 227 1960
 GC0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0276
 GC0276  HISTORY     - Date     Condition        Report By
 GC0276  HISTORY     - 1960     MONUMENTED       CGS
 GC0276  HISTORY     - 20010226 POOR             TNDT
 GC0276
 GC0276                          STATION DESCRIPTION
 GC0276
 GC0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0276'4.8 MI E FROM LEBANON.
 GC0276'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6 MILE,
 GC0276'THEN 4.2 MILES EAST ON BLUE BIRD ROAD TO A CONCRETE CULVERT JUST
 GC0276'SOUTH OF A SMALL POND.  THE BENCH MARK IS 20 FT. SOUTH OF THE
 GC0276'SOUTH EDGE OF THE POND, 11 FT. SOUTH OF THE CENTER OF BLUE BIRD
 GC0276'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE EAST END OF
 GC0276'THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT.
 GC0276
 GC0276                          STATION RECOVERY (2001)
 GC0276
 GC0276'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0276'A LARGE CHUNK OF THE EAST END OF THE HEADWALL CONTAINING THE MARK IS
 GC0276'BROKEN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0613 ***********************************************************************
 FD0613  DESIGNATION -  A 228
 FD0613  PID         -  FD0613
 FD0613  STATE/COUNTY-  TN/RUTHERFORD
 FD0613  USGS QUAD   -  SMYRNA (1998)
 FD0613
 FD0613                         *CURRENT SURVEY CONTROL
 FD0613  ___________________________________________________________________
 FD0613* NAD 83(1986)-  35 56 11.     (N)    086 31 47.     (W)     SCALED    
 FD0613* NAVD 88     -       162.180  (meters)     532.09   (feet)  ADJUSTED  
 FD0613  ___________________________________________________________________
 FD0613  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0613  DYNAMIC HT  -         162.040 (meters)     531.63  (feet)  COMP
 FD0613  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FD0613
 FD0613  VERT ORDER  -  SECOND    CLASS 0
 FD0613
 FD0613.The horizontal coordinates were scaled from a topographic map and have
 FD0613.an estimated accuracy of +/- 6 seconds.
 FD0613
 FD0613.The orthometric height was determined by differential leveling
 FD0613.and adjusted by the National Geodetic Survey in June 1991..
 FD0613
 FD0613.The geoid height was determined by GEOID03.
 FD0613
 FD0613.The dynamic height is computed by dividing the NAVD 88
 FD0613.geopotential number by the normal gravity value computed on the
 FD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0613.degrees latitude (g = 980.6199 gals.).
 FD0613
 FD0613.The modeled gravity was interpolated from observed gravity values.
 FD0613
 FD0613;                    North         East    Units  Estimated Accuracy
 FD0613;SPC TN       -   177,990.      552,200.      MT  (+/- 180 meters Scaled)
 FD0613
 FD0613                          SUPERSEDED SURVEY CONTROL
 FD0613
 FD0613  NGVD 29 (??/??/92)  162.198  (m)          532.14   (f) ADJ UNCH    2 0
 FD0613
 FD0613.Superseded values are not recommended for survey control.
 FD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0613.See file dsdata.txt to determine how the superseded data were derived.
 FD0613
 FD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE424769(NAD 83)
 FD0613_MARKER: DB = BENCH MARK DISK
 FD0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0613_SP_SET: BRIDGE
 FD0613_STAMPING: A 228 1960
 FD0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0613
 FD0613  HISTORY     - Date     Condition        Report By
 FD0613  HISTORY     - 1960     MONUMENTED       CGS
 FD0613  HISTORY     - 20010226 GOOD             TNDT
 FD0613
 FD0613                          STATION DESCRIPTION
 FD0613
 FD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0613'13.6 MI NW FROM MURFREESBORO.
 FD0613'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0613'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0613'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2
 FD0613'MILES WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN
 FD0613'ROAD TO A Y JUNCTION, THEN 0.9 MILE WEST ON A GRAVELED ROAD TO A
 FD0613'Y JUNCTION, THEN ABOUT 0.1 MILE NORTH ON A PAVED ROAD, THEN 1.0
 FD0613'MILE WEST ON INTERSTATE HIGHWAY 24 TO THE INTERSECTION OF ALMAVILLE
 FD0613'ROAD.  THE BENCH MARK IS ABOUT 0.15 MILE NORTHEAST ON ALMAVILLE
 FD0613'ROAD FROM INTERSTATE 24.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0613'THE SOUTHWEST CONCRETE HEADWALL AT THE SOUTH END OF A BRIDGE OVER
 FD0613'A CREEK, 12 FT. NORTHWEST OF THE CENTER OF THE ROAD.
 FD0613
 FD0613                          STATION RECOVERY (2001)
 FD0613
 FD0613'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0121 ***********************************************************************
 FD0121  DESIGNATION -  A 229
 FD0121  PID         -  FD0121
 FD0121  STATE/COUNTY-  TN/COFFEE
 FD0121  USGS QUAD   -  NOAH (1976)
 FD0121
 FD0121                         *CURRENT SURVEY CONTROL
 FD0121  ___________________________________________________________________
 FD0121* NAD 83(1986)-  35 34 14.     (N)    086 13 40.     (W)     SCALED    
 FD0121* NAVD 88     -       265.268  (meters)     870.30   (feet)  ADJUSTED  
 FD0121  ___________________________________________________________________
 FD0121  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0121  DYNAMIC HT  -         265.020 (meters)     869.49  (feet)  COMP
 FD0121  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FD0121
 FD0121  VERT ORDER  -  SECOND    CLASS 0
 FD0121
 FD0121.The horizontal coordinates were scaled from a topographic map and have
 FD0121.an estimated accuracy of +/- 6 seconds.
 FD0121
 FD0121.The orthometric height was determined by differential leveling
 FD0121.and adjusted by the National Geodetic Survey in June 1991..
 FD0121
 FD0121.The geoid height was determined by GEOID03.
 FD0121
 FD0121.The dynamic height is computed by dividing the NAVD 88
 FD0121.geopotential number by the normal gravity value computed on the
 FD0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0121.degrees latitude (g = 980.6199 gals.).
 FD0121
 FD0121.The modeled gravity was interpolated from observed gravity values.
 FD0121
 FD0121;                    North         East    Units  Estimated Accuracy
 FD0121;SPC TN       -   137,290.      579,350.      MT  (+/- 180 meters Scaled)
 FD0121
 FD0121                          SUPERSEDED SURVEY CONTROL
 FD0121
 FD0121  NGVD 29 (??/??/92)  265.264  (m)          870.29   (f) ADJ UNCH    2 0
 FD0121
 FD0121.Superseded values are not recommended for survey control.
 FD0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0121.See file dsdata.txt to determine how the superseded data were derived.
 FD0121
 FD0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE699365(NAD 83)
 FD0121_MARKER: DB = BENCH MARK DISK
 FD0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0121_SP_SET: BRIDGE
 FD0121_STAMPING: A 229 1960
 FD0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0121
 FD0121  HISTORY     - Date     Condition        Report By
 FD0121  HISTORY     - 1960     MONUMENTED       CGS
 FD0121
 FD0121                          STATION DESCRIPTION
 FD0121
 FD0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0121'5 MI S FROM BEECH GROVE.
 FD0121'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0121'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD,
 FD0121'THEN 0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE
 FD0121'SOUTHEAST ON A GRAVELED ROAD, THEN 0.05 MILE EAST ON A GRAVELED
 FD0121'ROAD TO A SMALL BRIDGE.  THE BENCH MARK IS ABOUT 200 FT. NORTHEAST
 FD0121'OF THE CENTER OF INTERSTATE HIGHWAY 24, 8 FT. NORTH OF THE CENTER
 FD0121'OF THE ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 FD0121'CONCRETE HEADWALL OF THE BRIDGE, AT THE WEST END OF THE BRIDGE,
 FD0121'AND ABOUT 1 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0318 ***********************************************************************
 GD0318  DESIGNATION -  A 23
 GD0318  PID         -  GD0318
 GD0318  STATE/COUNTY-  TN/WEAKLEY
 GD0318  USGS QUAD   -  MARTIN (1983)
 GD0318
 GD0318                         *CURRENT SURVEY CONTROL
 GD0318  ___________________________________________________________________
 GD0318* NAD 83(1986)-  36 20 42.     (N)    088 50 54.     (W)     SCALED    
 GD0318* NAVD 88     -       125.835  (meters)     412.84   (feet)  ADJUSTED  
 GD0318  ___________________________________________________________________
 GD0318  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0318  DYNAMIC HT  -         125.733 (meters)     412.51  (feet)  COMP
 GD0318  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GD0318
 GD0318  VERT ORDER  -  FIRST     CLASS II
 GD0318
 GD0318.The horizontal coordinates were scaled from a topographic map and have
 GD0318.an estimated accuracy of +/- 6 seconds.
 GD0318
 GD0318.The orthometric height was determined by differential leveling
 GD0318.and adjusted by the National Geodetic Survey in June 1991..
 GD0318.WARNING-Repeat measurements at this control monument indicate possible
 GD0318.vertical movement.
 GD0318
 GD0318.The geoid height was determined by GEOID03.
 GD0318
 GD0318.The dynamic height is computed by dividing the NAVD 88
 GD0318.geopotential number by the normal gravity value computed on the
 GD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0318.degrees latitude (g = 980.6199 gals.).
 GD0318
 GD0318.The modeled gravity was interpolated from observed gravity values.
 GD0318
 GD0318;                    North         East    Units  Estimated Accuracy
 GD0318;SPC TN       -   226,920.      344,350.      MT  (+/- 180 meters Scaled)
 GD0318
 GD0318                          SUPERSEDED SURVEY CONTROL
 GD0318
 GD0318  NGVD 29 (??/??/??)  125.844  (m)          412.87   (f) ADJUSTED    1 2
 GD0318
 GD0318.Superseded values are not recommended for survey control.
 GD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0318.See file dsdata.txt to determine how the superseded data were derived.
 GD0318
 GD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341238(NAD 83)
 GD0318_MARKER: DB = BENCH MARK DISK
 GD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0318_STAMPING: A 23 1934 413.116
 GD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0318+STABILITY: SURFACE MOTION
 GD0318
 GD0318  HISTORY     - Date     Condition        Report By
 GD0318  HISTORY     - 1934     MONUMENTED       CGS
 GD0318  HISTORY     - 1967     GOOD             CGS
 GD0318  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0318
 GD0318                          STATION DESCRIPTION
 GD0318
 GD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0318'AT MARTIN.
 GD0318'THE MARK IS NEAR THE UNION RAILROAD STATION AT MARTIN, 103.5 FEET
 GD0318'SOUTHEAST AND ACROSS THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0318'RAILROAD TRACKS FROM THE NORTHEAST CORNER OF THE EAST WING OF THE
 GD0318'STATION, 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OLD
 GD0318'WILLIAMS HOTEL (NOW ABANDONED), 19 FEET SOUTH OF THE SOUTH RAIL
 GD0318'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD, 7 FEET WEST
 GD0318'OF A 36-INCH OAK TREE, AND 0.7 OF A FOOT EAST OF A METAL WITNESS
 GD0318'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GD0318'MONUMENT ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GD0318'DISK IS STAMPED A 23 1934 413.116.
 GD0318
 GD0318                          STATION RECOVERY (2002)
 GD0318
 GD0318'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0318'MONUMENT MAY STILL EXIST. A LARGE PILE OF LARGE RIP RAP STONE IS PILED
 GD0318'ON TO OF SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1753 ***********************************************************************
 GB1753  DESIGNATION -  A 230
 GB1753  PID         -  GB1753
 GB1753  STATE/COUNTY-  TN/SMITH
 GB1753  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1753
 GB1753                         *CURRENT SURVEY CONTROL
 GB1753  ___________________________________________________________________
 GB1753* NAD 83(1986)-  36 07 44.     (N)    085 50 07.     (W)     SCALED    
 GB1753* NAVD 88     -       176.534  (meters)     579.18   (feet)  ADJUSTED  
 GB1753  ___________________________________________________________________
 GB1753  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1753  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 GB1753  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GB1753
 GB1753  VERT ORDER  -  SECOND    CLASS 0
 GB1753
 GB1753.The horizontal coordinates were scaled from a topographic map and have
 GB1753.an estimated accuracy of +/- 6 seconds.
 GB1753
 GB1753.The orthometric height was determined by differential leveling
 GB1753.and adjusted by the National Geodetic Survey in June 1991..
 GB1753
 GB1753.The geoid height was determined by GEOID03.
 GB1753
 GB1753.The dynamic height is computed by dividing the NAVD 88
 GB1753.geopotential number by the normal gravity value computed on the
 GB1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1753.degrees latitude (g = 980.6199 gals.).
 GB1753
 GB1753.The modeled gravity was interpolated from observed gravity values.
 GB1753
 GB1753;                    North         East    Units  Estimated Accuracy
 GB1753;SPC TN       -   199,230.      614,830.      MT  (+/- 180 meters Scaled)
 GB1753
 GB1753                          SUPERSEDED SURVEY CONTROL
 GB1753
 GB1753  NGVD 29 (??/??/92)  176.601  (m)          579.40   (f) ADJ UNCH    2 0
 GB1753
 GB1753.Superseded values are not recommended for survey control.
 GB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1753.See file dsdata.txt to determine how the superseded data were derived.
 GB1753
 GB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE048988(NAD 83)
 GB1753_MARKER: DB = BENCH MARK DISK
 GB1753_SETTING: 66 = SET IN ROCK OUTCROP
 GB1753_SP_SET: BEDROCK
 GB1753_STAMPING: A 230 1960
 GB1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1753+STABILITY: POSITION/ELEVATION WELL
 GB1753
 GB1753  HISTORY     - Date     Condition        Report By
 GB1753  HISTORY     - 1960     MONUMENTED       CGS
 GB1753
 GB1753                          STATION DESCRIPTION
 GB1753
 GB1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1753'1.4 MI E FROM LANCASTER.
 GB1753'FROM THE RAILWAY STATION IN LANCASTER, GO 1.45 MILES SOUTHEAST
 GB1753'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 1 1/2 RAILS
 GB1753'EAST OF MILE POST 67, 9.5 FT. NORTH OF THE NORTH RAIL, AND 3.3 FT.
 GB1753'WEST OF TELEPHONE POLE 67.  THE BENCH MARK IS CEMENTED IN A DRILL
 GB1753'HOLE IN OUTCROPPING BEDROCK THAT IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1704 ***********************************************************************
 GB1704  DESIGNATION -  A 231
 GB1704  PID         -  GB1704
 GB1704  STATE/COUNTY-  TN/PUTNAM
 GB1704  USGS QUAD   -  MONTEREY (1981)
 GB1704
 GB1704                         *CURRENT SURVEY CONTROL
 GB1704  ___________________________________________________________________
 GB1704* NAD 83(1986)-  36 08 35.     (N)    085 22 27.     (W)     SCALED    
 GB1704* NAVD 88     -       429.276  (meters)    1408.38   (feet)  ADJUSTED  
 GB1704  ___________________________________________________________________
 GB1704  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB1704  DYNAMIC HT  -         428.883 (meters)    1407.09  (feet)  COMP
 GB1704  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GB1704
 GB1704  VERT ORDER  -  SECOND    CLASS 0
 GB1704
 GB1704.The horizontal coordinates were scaled from a topographic map and have
 GB1704.an estimated accuracy of +/- 6 seconds.
 GB1704
 GB1704.The orthometric height was determined by differential leveling
 GB1704.and adjusted by the National Geodetic Survey in June 1991..
 GB1704
 GB1704.The geoid height was determined by GEOID03.
 GB1704
 GB1704.The dynamic height is computed by dividing the NAVD 88
 GB1704.geopotential number by the normal gravity value computed on the
 GB1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1704.degrees latitude (g = 980.6199 gals.).
 GB1704
 GB1704.The modeled gravity was interpolated from observed gravity values.
 GB1704
 GB1704;                    North         East    Units  Estimated Accuracy
 GB1704;SPC TN       -   200,970.      656,320.      MT  (+/- 180 meters Scaled)
 GB1704
 GB1704                          SUPERSEDED SURVEY CONTROL
 GB1704
 GB1704  NGVD 29 (??/??/92)  429.314  (m)         1408.51   (f) ADJ UNCH    2 0
 GB1704
 GB1704.Superseded values are not recommended for survey control.
 GB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1704.See file dsdata.txt to determine how the superseded data were derived.
 GB1704
 GB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF462010(NAD 83)
 GB1704_MARKER: DB = BENCH MARK DISK
 GB1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1704_STAMPING: A 231 1960
 GB1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1704+STABILITY: SURFACE MOTION
 GB1704
 GB1704  HISTORY     - Date     Condition        Report By
 GB1704  HISTORY     - 1960     MONUMENTED       CGS
 GB1704
 GB1704                          STATION DESCRIPTION
 GB1704
 GB1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1704'7.5 MI W FROM MONTEREY.
 GB1704'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1704'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1704'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1704'2.15 MILES WESTERLY ON A PAVED AND GRAVELED ROAD TO A Y JUNCTION
 GB1704'JUST BEFORE REACHING THE ROCKY POINT SCHOOL, THEN GO 0.35 MILES
 GB1704'NORTH TO A Y JUNCTION.  THE BENCH MARK IS 56 FT. WEST OF A
 GB1704'36-INCH TREE, 58 FT. NORTH OF THE CENTER OF THE Y JUNCTION, 21
 GB1704'FT. EAST OF THE CENTER OF A GRAVELED ROAD, 1.6 FT. SOUTH OF A
 GB1704'POWER LINE POLE, AND 1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK
 GB1704'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS
 GB1704'ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.  NOTE-- THIS
 GB1704'MARK IS ABOUT 1.4 MILES EAST ALONG INTERSTATE HIGHWAY 40 FROM
 GB1704'B.M. X 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0886 ***********************************************************************
 FC0886  DESIGNATION -  A 232
 FC0886  PID         -  FC0886
 FC0886  STATE/COUNTY-  TN/CUMBERLAND
 FC0886  USGS QUAD   -  DORTON (1991)
 FC0886
 FC0886                         *CURRENT SURVEY CONTROL
 FC0886  ___________________________________________________________________
 FC0886* NAD 83(1986)-  35 57 22.     (N)    084 58 08.     (W)     SCALED    
 FC0886* NAVD 88     -       556.219  (meters)    1824.86   (feet)  ADJUSTED  
 FC0886  ___________________________________________________________________
 FC0886  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC0886  DYNAMIC HT  -         555.702 (meters)    1823.17  (feet)  COMP
 FC0886  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FC0886
 FC0886  VERT ORDER  -  SECOND    CLASS 0
 FC0886
 FC0886.The horizontal coordinates were scaled from a topographic map and have
 FC0886.an estimated accuracy of +/- 6 seconds.
 FC0886
 FC0886.The orthometric height was determined by differential leveling
 FC0886.and adjusted by the National Geodetic Survey in June 1991..
 FC0886
 FC0886.The geoid height was determined by GEOID03.
 FC0886
 FC0886.The dynamic height is computed by dividing the NAVD 88
 FC0886.geopotential number by the normal gravity value computed on the
 FC0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0886.degrees latitude (g = 980.6199 gals.).
 FC0886
 FC0886.The modeled gravity was interpolated from observed gravity values.
 FC0886
 FC0886;                    North         East    Units  Estimated Accuracy
 FC0886;SPC TN       -   180,540.      693,010.      MT  (+/- 180 meters Scaled)
 FC0886
 FC0886                          SUPERSEDED SURVEY CONTROL
 FC0886
 FC0886  NGVD 29 (??/??/92)  556.292  (m)         1825.10   (f) ADJ UNCH    2 0
 FC0886
 FC0886.Superseded values are not recommended for survey control.
 FC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0886.See file dsdata.txt to determine how the superseded data were derived.
 FC0886
 FC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE831809(NAD 83)
 FC0886_MARKER: DB = BENCH MARK DISK
 FC0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0886_STAMPING: A 232 1960
 FC0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0886+STABILITY: SURFACE MOTION
 FC0886
 FC0886  HISTORY     - Date     Condition        Report By
 FC0886  HISTORY     - 1960     MONUMENTED       CGS
 FC0886
 FC0886                          STATION DESCRIPTION
 FC0886
 FC0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0886'AT DORTON.
 FC0886'FROM THE DORTON SCHOOL IN DORTON, GO 0.15 MILES WEST ON A
 FC0886'GRAVELED ROAD.  THE BENCH MARK IS 67 FT. SOUTHWEST OF THE CENTER
 FC0886'OF A SIDEWALK LEADING TO A HOUSE, 19 FT. NORTHWEST OF THE CENTER
 FC0886'OF THE GRAVELED ROAD, 1.2 FT. NORTHEAST OF A POWER LINE POLE,
 FC0886'AND 2.6 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN
 FC0886'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE
 FC0886'THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0909 ***********************************************************************
 FC0909  DESIGNATION -  A 233
 FC0909  PID         -  FC0909
 FC0909  STATE/COUNTY-  TN/ROANE
 FC0909  USGS QUAD   -  HARRIMAN (1980)
 FC0909
 FC0909                         *CURRENT SURVEY CONTROL
 FC0909  ___________________________________________________________________
 FC0909* NAD 83(1986)-  35 54 19.     (N)    084 34 27.     (W)     SCALED    
 FC0909* NAVD 88     -       260.745  (meters)     855.46   (feet)  ADJUSTED  
 FC0909  ___________________________________________________________________
 FC0909  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0909  DYNAMIC HT  -         260.505 (meters)     854.67  (feet)  COMP
 FC0909  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FC0909
 FC0909  VERT ORDER  -  SECOND    CLASS 0
 FC0909
 FC0909.The horizontal coordinates were scaled from a topographic map and have
 FC0909.an estimated accuracy of +/- 6 seconds.
 FC0909
 FC0909.The orthometric height was determined by differential leveling
 FC0909.and adjusted by the National Geodetic Survey in June 1991..
 FC0909
 FC0909.The geoid height was determined by GEOID03.
 FC0909
 FC0909.The dynamic height is computed by dividing the NAVD 88
 FC0909.geopotential number by the normal gravity value computed on the
 FC0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0909.degrees latitude (g = 980.6199 gals.).
 FC0909
 FC0909.The modeled gravity was interpolated from observed gravity values.
 FC0909
 FC0909;                    North         East    Units  Estimated Accuracy
 FC0909;SPC TN       -   175,340.      728,700.      MT  (+/- 180 meters Scaled)
 FC0909
 FC0909                          SUPERSEDED SURVEY CONTROL
 FC0909
 FC0909  NGVD 29 (??/??/92)  260.855  (m)          855.82   (f) ADJ UNCH    2 0
 FC0909
 FC0909.Superseded values are not recommended for survey control.
 FC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0909.See file dsdata.txt to determine how the superseded data were derived.
 FC0909
 FC0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE189761(NAD 83)
 FC0909_MARKER: DB = BENCH MARK DISK
 FC0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0909_STAMPING: A 233 1960
 FC0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0909+STABILITY: SURFACE MOTION
 FC0909
 FC0909  HISTORY     - Date     Condition        Report By
 FC0909  HISTORY     - 1960     MONUMENTED       CGS
 FC0909
 FC0909                          STATION DESCRIPTION
 FC0909
 FC0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0909'1.4 MI SW FROM EMORY GAP.
 FC0909'FROM THE SOUTHERN RAILWAY STATION IN EMORY GAP, GO 0.55 MILE
 FC0909'SOUTHWEST ON THE SOUTHERN RAILWAY, THEN 0.15 MILE NORTHEAST ON
 FC0909'U.S. HIGHWAY 61, THEN 0.7 MILE SOUTHEAST ON A GRAVELED ROAD TO
 FC0909'A T JUNCTION.  THE BENCH MARK IS 55 FT. SOUTHEAST OF THE CENTER
 FC0909'OF A GRAVELED ROAD, 20 FT. NORTHEAST OF THE CENTER OF A GRAVELED
 FC0909'ROAD, 17 FT. SOUTH OF A POWER LINE POLE WITH TRANSFORMER, 1.5 FT.
 FC0909'NORTHWEST OF A WITNESS SIGN, AND ACROSS THE ROAD FROM A SMALL
 FC0909'HOUSE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FC0909'INCHES AND ABOUT 1 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0209 ***********************************************************************
 FC0209  DESIGNATION -  A 234
 FC0209  PID         -  FC0209
 FC0209  STATE/COUNTY-  TN/LOUDON
 FC0209  USGS QUAD   -  LENOIR CITY (1986)
 FC0209
 FC0209                         *CURRENT SURVEY CONTROL
 FC0209  ___________________________________________________________________
 FC0209* NAD 83(1986)-  35 52 17.     (N)    084 16 00.     (W)     SCALED    
 FC0209* NAVD 88     -       264.173  (meters)     866.71   (feet)  ADJUSTED  
 FC0209  ___________________________________________________________________
 FC0209  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0209  DYNAMIC HT  -         263.923 (meters)     865.89  (feet)  COMP
 FC0209  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FC0209
 FC0209  VERT ORDER  -  SECOND    CLASS 0
 FC0209
 FC0209.The horizontal coordinates were scaled from a topographic map and have
 FC0209.an estimated accuracy of +/- 6 seconds.
 FC0209
 FC0209.The orthometric height was determined by differential leveling
 FC0209.and adjusted by the National Geodetic Survey in June 1991..
 FC0209
 FC0209.The geoid height was determined by GEOID03.
 FC0209
 FC0209.The dynamic height is computed by dividing the NAVD 88
 FC0209.geopotential number by the normal gravity value computed on the
 FC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0209.degrees latitude (g = 980.6199 gals.).
 FC0209
 FC0209.The modeled gravity was interpolated from observed gravity values.
 FC0209
 FC0209;                    North         East    Units  Estimated Accuracy
 FC0209;SPC TN       -   172,030.      756,520.      MT  (+/- 180 meters Scaled)
 FC0209
 FC0209                          SUPERSEDED SURVEY CONTROL
 FC0209
 FC0209  NGVD 29 (??/??/92)  264.284  (m)          867.07   (f) ADJ UNCH    2 0
 FC0209
 FC0209.Superseded values are not recommended for survey control.
 FC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0209.See file dsdata.txt to determine how the superseded data were derived.
 FC0209
 FC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE467731(NAD 83)
 FC0209_MARKER: DB = BENCH MARK DISK
 FC0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0209_SP_SET: CULVERT
 FC0209_STAMPING: A 234 1960
 FC0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0209
 FC0209  HISTORY     - Date     Condition        Report By
 FC0209  HISTORY     - 1960     MONUMENTED       CGS
 FC0209
 FC0209                          STATION DESCRIPTION
 FC0209
 FC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0209'3.8 MI NE FROM EATON CROSSROADS.
 FC0209'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0209'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0209'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 0.7 MILE
 FC0209'WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 0.25 MILE WEST
 FC0209'OF THE INTERSECTION OF A Y JUNCTION OF INTERSTATE HIGHWAY 40
 FC0209'AND A ROAD LEADING SOUTH TO INTERSTATE 75, 39 FT. SOUTH OF THE
 FC0209'APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE
 FC0209'40 NOW UNDER CONSTRUCTION.  THE DISK IS CEMENTED IN A DRILL HOLE
 FC0209'IN TOP OF THE SOUTHWEST CORNER OF A 5 BY 5 CONCRETE CULVERT DRAIN
 FC0209'LOCATED BETWEEN THE TWO TRAFFIC LANES, AND IS ABOUT LEVEL WITH THE
 FC0209'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2462 ***********************************************************************
 GA2462  DESIGNATION -  A 235
 GA2462  PID         -  GA2462
 GA2462  STATE/COUNTY-  TN/KNOX
 GA2462  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2462
 GA2462                         *CURRENT SURVEY CONTROL
 GA2462  ___________________________________________________________________
 GA2462* NAD 83(1986)-  36 02 04.     (N)    083 53 18.     (W)     SCALED    
 GA2462* NAVD 88     -       315.060  (meters)    1033.66   (feet)  ADJUSTED  
 GA2462  ___________________________________________________________________
 GA2462  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2462  DYNAMIC HT  -         314.769 (meters)    1032.70  (feet)  COMP
 GA2462  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 GA2462
 GA2462  VERT ORDER  -  SECOND    CLASS 0
 GA2462
 GA2462.The horizontal coordinates were scaled from a topographic map and have
 GA2462.an estimated accuracy of +/- 6 seconds.
 GA2462
 GA2462.The orthometric height was determined by differential leveling
 GA2462.and adjusted by the National Geodetic Survey in June 1991..
 GA2462
 GA2462.The geoid height was determined by GEOID03.
 GA2462
 GA2462.The dynamic height is computed by dividing the NAVD 88
 GA2462.geopotential number by the normal gravity value computed on the
 GA2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2462.degrees latitude (g = 980.6199 gals.).
 GA2462
 GA2462.The modeled gravity was interpolated from observed gravity values.
 GA2462
 GA2462;                    North         East    Units  Estimated Accuracy
 GA2462;SPC TN       -   190,790.      790,290.      MT  (+/- 180 meters Scaled)
 GA2462
 GA2462                          SUPERSEDED SURVEY CONTROL
 GA2462
 GA2462  NGVD 29 (??/??/92)  315.193  (m)         1034.10   (f) ADJ UNCH    2 0
 GA2462
 GA2462.Superseded values are not recommended for survey control.
 GA2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2462.See file dsdata.txt to determine how the superseded data were derived.
 GA2462
 GA2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV397916(NAD 83)
 GA2462_MARKER: DB = BENCH MARK DISK
 GA2462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2462_SP_SET: OVERPASS
 GA2462_STAMPING: A 235 1961
 GA2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2462
 GA2462  HISTORY     - Date     Condition        Report By
 GA2462  HISTORY     - 1961     MONUMENTED       CGS
 GA2462  HISTORY     - 1981     GOOD             LOCENG
 GA2462
 GA2462                          STATION DESCRIPTION
 GA2462
 GA2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2462'IN NORTHEAST KNOXVILLE.
 GA2462'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF GREENWAY DRIVE
 GA2462'AND WASHINGTON PIKE IN NORTHEAST KNOXVILLE.  THE BENCH MARK DISK
 GA2462'IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH END OF THE EAST
 GA2462'CONCRETE HEADWALL AT THE SOUTH END OF AN OVERPASS OVER THE SOUTHERN
 GA2462'RAILWAY, 3.4 FT. NORTH OF THE SOUTH END OF THE OVERPASS AND ABOUT
 GA2462'LEVEL WITH WASHINGTON PIKE.  NOTE-- THIS MARK IS ABOUT 0.9 MILE
 GA2462'EAST ALONG THE SOUTHERN RAILWAY FROM B.M. Z 234.
 GA2462
 GA2462                          STATION RECOVERY (1981)
 GA2462
 GA2462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2462'MARK IS LOCATED AT 'OLD' WASHINGTON PIKE BRIDGE-NEW BRIDGE IS LOCATED
 GA2462'APPROXIMATELY 50 FEET E. OF OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0720 ***********************************************************************
 GB0720  DESIGNATION -  A 236
 GB0720  PID         -  GB0720
 GB0720  STATE/COUNTY-  TN/CAMPBELL
 GB0720  USGS QUAD   -  JACKSBORO (1991)
 GB0720
 GB0720                         *CURRENT SURVEY CONTROL
 GB0720  ___________________________________________________________________
 GB0720* NAD 83(1986)-  36 17 06.     (N)    084 12 42.     (W)     SCALED    
 GB0720* NAVD 88     -       368.870  (meters)    1210.20   (feet)  ADJUSTED  
 GB0720  ___________________________________________________________________
 GB0720  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0720  DYNAMIC HT  -         368.544 (meters)    1209.13  (feet)  COMP
 GB0720  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 GB0720
 GB0720  VERT ORDER  -  SECOND    CLASS 0
 GB0720
 GB0720.The horizontal coordinates were scaled from a topographic map and have
 GB0720.an estimated accuracy of +/- 6 seconds.
 GB0720
 GB0720.The orthometric height was determined by differential leveling
 GB0720.and adjusted by the National Geodetic Survey in June 1991..
 GB0720
 GB0720.The geoid height was determined by GEOID03.
 GB0720
 GB0720.The dynamic height is computed by dividing the NAVD 88
 GB0720.geopotential number by the normal gravity value computed on the
 GB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0720.degrees latitude (g = 980.6199 gals.).
 GB0720
 GB0720.The modeled gravity was interpolated from observed gravity values.
 GB0720
 GB0720;                    North         East    Units  Estimated Accuracy
 GB0720;SPC TN       -   218,010.      760,650.      MT  (+/- 180 meters Scaled)
 GB0720
 GB0720                          SUPERSEDED SURVEY CONTROL
 GB0720
 GB0720  NGVD 29 (??/??/92)  368.978  (m)         1210.56   (f) ADJ UNCH    2 0
 GB0720
 GB0720.Superseded values are not recommended for survey control.
 GB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0720.See file dsdata.txt to determine how the superseded data were derived.
 GB0720
 GB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504191(NAD 83)
 GB0720_MARKER: DB = BENCH MARK DISK
 GB0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0720_SP_SET: CULVERT
 GB0720_STAMPING: A 236 1961
 GB0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0720
 GB0720  HISTORY     - Date     Condition        Report By
 GB0720  HISTORY     - 1961     MONUMENTED       CGS
 GB0720  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0720
 GB0720                          STATION DESCRIPTION
 GB0720
 GB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0720'1.1 MI S FROM CARYVILLE.
 GB0720'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0720'ON STATE HIGHWAY 63, THEN 0.9 MILE SOUTH ON U.S. HIGHWAY 25W TO A
 GB0720'CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS 12.2 FT.
 GB0720'EAST OF THE CENTER OF U.S. HIGHWAY 25W AND JUST ACROSS THE ROAD
 GB0720'FROM A HOUSE ABOUT 30 FT. BELOW THE HIGHWAY.  THE DISK IS CEMENTED
 GB0720'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE EAST CONCRETE HEADWALL
 GB0720'OF THE CULVERT, AND IS ABOUT LEVEL WITH THE ROAD.
 GB0720
 GB0720                          STATION RECOVERY (1973)
 GB0720
 GB0720'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2126 ***********************************************************************
 FB2126  DESIGNATION -  A 237 RESET
 FB2126  PID         -  FB2126
 FB2126  STATE/COUNTY-  TN/KNOX
 FB2126  USGS QUAD   -  BOYDS CREEK (1986)
 FB2126
 FB2126                         *CURRENT SURVEY CONTROL
 FB2126  ___________________________________________________________________
 FB2126* NAD 83(1986)-  35 59 20.     (N)    083 41 45.     (W)     SCALED    
 FB2126* NAVD 88     -       285.93   (meters)     938.1    (feet)  RESET     
 FB2126  ___________________________________________________________________
 FB2126  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2126
 FB2126  VERT ORDER  -  THIRD
 FB2126
 FB2126.The horizontal coordinates were scaled from a topographic map and have
 FB2126.an estimated accuracy of +/- 6 seconds.
 FB2126
 FB2126.The orthometric height was computed from unverified reset data.
 FB2126
 FB2126.The geoid height was determined by GEOID03.
 FB2126
 FB2126;                    North         East    Units  Estimated Accuracy
 FB2126;SPC TN       -   186,130.      807,750.      MT  (+/- 180 meters Scaled)
 FB2126
 FB2126                          SUPERSEDED SURVEY CONTROL
 FB2126
 FB2126.No superseded survey control is available for this station.
 FB2126
 FB2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV569860(NAD 83)
 FB2126_MARKER: DB = BENCH MARK DISK
 FB2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2126_STAMPING: A 237 RESET 1972
 FB2126_MARK LOGO: NGS   
 FB2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2126+STABILITY: SURFACE MOTION
 FB2126
 FB2126  HISTORY     - Date     Condition        Report By
 FB2126  HISTORY     - 1972     MONUMENTED       NGS
 FB2126
 FB2126                          STATION DESCRIPTION
 FB2126
 FB2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FB2126'1.5 MI SW FROM THORNGROVE.
 FB2126'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE COMMUNITY
 FB2126'OF THORNGROVE, GO WEST AND SOUTHWESTERLY ON SECONDARY ROUTE
 FB2126'2408 (THORNGROVE ROAD) FOR 1.1 MILES TO MIDWAY ROAD ON THE
 FB2126'LEFT, THENCE LEFT ON MIDWAY ROAD AND GO SOUTH 0.65 OF A MILE
 FB2126'TO THE MARK ON THE RIGHT.  THE MARK IS 33 FEET SOUTH OF A
 FB2126'GUYED POWERLINE TRANSFORMER AND UTILITY POLE 32, 19 FEET WEST
 FB2126'OF THE APPROXIMATE CENTER OF MIDWAY ROAD, AND 1.0 FOOT EAST
 FB2126'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FB2126'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FB2126'2 INCHES AND THE DISK IS STAMPED A 237 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0256 ***********************************************************************
 FC0256  DESIGNATION -  A 238
 FC0256  PID         -  FC0256
 FC0256  STATE/COUNTY-  TN/LOUDON
 FC0256  USGS QUAD   -  LENOIR CITY (1986)
 FC0256
 FC0256                         *CURRENT SURVEY CONTROL
 FC0256  ___________________________________________________________________
 FC0256* NAD 83(1986)-  35 48 29.     (N)    084 18 19.     (W)     SCALED    
 FC0256* NAVD 88     -       277.678  (meters)     911.02   (feet)  ADJUSTED  
 FC0256  ___________________________________________________________________
 FC0256  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0256  DYNAMIC HT  -         277.413 (meters)     910.15  (feet)  COMP
 FC0256  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FC0256
 FC0256  VERT ORDER  -  SECOND    CLASS 0
 FC0256
 FC0256.The horizontal coordinates were scaled from a topographic map and have
 FC0256.an estimated accuracy of +/- 6 seconds.
 FC0256
 FC0256.The orthometric height was determined by differential leveling
 FC0256.and adjusted by the National Geodetic Survey in June 1991..
 FC0256
 FC0256.The geoid height was determined by GEOID03.
 FC0256
 FC0256.The dynamic height is computed by dividing the NAVD 88
 FC0256.geopotential number by the normal gravity value computed on the
 FC0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0256.degrees latitude (g = 980.6199 gals.).
 FC0256
 FC0256.The modeled gravity was interpolated from observed gravity values.
 FC0256
 FC0256;                    North         East    Units  Estimated Accuracy
 FC0256;SPC TN       -   164,950.      753,160.      MT  (+/- 180 meters Scaled)
 FC0256
 FC0256                          SUPERSEDED SURVEY CONTROL
 FC0256
 FC0256  NGVD 29 (??/??/92)  277.788  (m)          911.38   (f) ADJ UNCH    2 0
 FC0256
 FC0256.Superseded values are not recommended for survey control.
 FC0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0256.See file dsdata.txt to determine how the superseded data were derived.
 FC0256
 FC0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE434660(NAD 83)
 FC0256_MARKER: DB = BENCH MARK DISK
 FC0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0256_STAMPING: A 238 1961
 FC0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0256+STABILITY: SURFACE MOTION
 FC0256
 FC0256  HISTORY     - Date     Condition        Report By
 FC0256  HISTORY     - 1961     MONUMENTED       CGS
 FC0256  HISTORY     - 1965     GOOD             NGS
 FC0256
 FC0256                          STATION DESCRIPTION
 FC0256
 FC0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0256'2.7 MI S FROM EATON CROSSROADS.
 FC0256'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0256'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0256'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 1.05
 FC0256'MILES TO A GARAGE ON THE LEFT.  THE BENCH MARK IS ABOUT 200
 FC0256'FEET SOUTH OF INTERSTATE ROUTE 75, 43 FEET NORTH OF THE NORTHEAST
 FC0256'CORNER OF THE GARAGE, 37 FEET WEST OF THE APPROXIMATE CENTER
 FC0256'OF A PRIVATE DRIVE, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC0256'THE PAVED ROAD, 2 FEET WEST OF A FENCE CORNER POST, AND 1.8
 FC0256'FEET EAST OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN
 FC0256'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0256'ABOUT 4 INCHES AND THE DISK IS STAMPED A 238 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2056 ***********************************************************************
 GA2056  DESIGNATION -  A 239
 GA2056  PID         -  GA2056
 GA2056  STATE/COUNTY-  TN/JEFFERSON
 GA2056  USGS QUAD   -  MORRISTOWN (1979)
 GA2056
 GA2056                         *CURRENT SURVEY CONTROL
 GA2056  ___________________________________________________________________
 GA2056* NAD 83(1986)-  36 07 55.     (N)    083 17 42.     (W)     SCALED    
 GA2056* NAVD 88     -       365.905  (meters)    1200.47   (feet)  ADJUSTED  
 GA2056  ___________________________________________________________________
 GA2056  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA2056  DYNAMIC HT  -         365.563 (meters)    1199.35  (feet)  COMP
 GA2056  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GA2056
 GA2056  VERT ORDER  -  SECOND    CLASS 0
 GA2056
 GA2056.The horizontal coordinates were scaled from a topographic map and have
 GA2056.an estimated accuracy of +/- 6 seconds.
 GA2056
 GA2056.The orthometric height was determined by differential leveling
 GA2056.and adjusted by the National Geodetic Survey in June 1991..
 GA2056
 GA2056.The geoid height was determined by GEOID03.
 GA2056
 GA2056.The dynamic height is computed by dividing the NAVD 88
 GA2056.geopotential number by the normal gravity value computed on the
 GA2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2056.degrees latitude (g = 980.6199 gals.).
 GA2056
 GA2056.The modeled gravity was interpolated from observed gravity values.
 GA2056
 GA2056;                    North         East    Units  Estimated Accuracy
 GA2056;SPC TN       -   202,920.      843,450.      MT  (+/- 180 meters Scaled)
 GA2056
 GA2056                          SUPERSEDED SURVEY CONTROL
 GA2056
 GA2056  NGVD 29 (??/??/92)  366.049  (m)         1200.95   (f) ADJ UNCH    2 0
 GA2056
 GA2056.Superseded values are not recommended for survey control.
 GA2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2056.See file dsdata.txt to determine how the superseded data were derived.
 GA2056
 GA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA934010(NAD 83)
 GA2056_MARKER: DB = BENCH MARK DISK
 GA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2056_STAMPING: A 239 1961
 GA2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2056+STABILITY: SURFACE MOTION
 GA2056
 GA2056  HISTORY     - Date     Condition        Report By
 GA2056  HISTORY     - 1961     MONUMENTED       CGS
 GA2056  HISTORY     - 1980     GOOD             NGS
 GA2056
 GA2056                          STATION DESCRIPTION
 GA2056
 GA2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2056'2.6 MI N FROM WHITE PINE.
 GA2056'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2056'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E,
 GA2056'THEN 0.8 MILE WEST ON INTERSTATE HIGHWAY 81 TO A PAVED ROAD.
 GA2056'THE BENCH MARK IS ABOUT 0.05 MILE NORTH OF A HOUSE, ABOUT 450
 GA2056'FT. SOUTH OF INTERSTATE 81, 44 FT. EAST AND ACROSS THE PAVED
 GA2056'ROAD FROM A POWER LINE POLE, 19.5 FT. EAST OF THE CENTER OF THE
 GA2056'PAVED ROAD, 1.1 FT. WEST OF A FENCE, AND 1.3 FT. WEST OF A
 GA2056'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA2056'4 INCHES AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE PAVED ROAD.
 GA2056
 GA2056                          STATION RECOVERY (1980)
 GA2056
 GA2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2056'IT IS 15 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVE WAY
 GA2056'WEST,104 FEET NORTHEAST OF A FENCE CORNER AND HAS 2 IRON PINS PINS
 GA2056'BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0163 ***********************************************************************
 GD0163  DESIGNATION -  A 24
 GD0163  PID         -  GD0163
 GD0163  STATE/COUNTY-  TN/HENRY
 GD0163  USGS QUAD   -  PARIS (1986)
 GD0163
 GD0163                         *CURRENT SURVEY CONTROL
 GD0163  ___________________________________________________________________
 GD0163* NAD 83(1986)-  36 18 43.     (N)    088 17 28.     (W)     SCALED    
 GD0163* NAVD 88     -       125.369  (meters)     411.31   (feet)  ADJUSTED  
 GD0163  ___________________________________________________________________
 GD0163  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0163  DYNAMIC HT  -         125.266 (meters)     410.98  (feet)  COMP
 GD0163  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GD0163
 GD0163  VERT ORDER  -  SECOND    CLASS 0
 GD0163
 GD0163.The horizontal coordinates were scaled from a topographic map and have
 GD0163.an estimated accuracy of +/- 6 seconds.
 GD0163
 GD0163.The orthometric height was determined by differential leveling
 GD0163.and adjusted by the National Geodetic Survey in June 1991..
 GD0163
 GD0163.The geoid height was determined by GEOID03.
 GD0163
 GD0163.The dynamic height is computed by dividing the NAVD 88
 GD0163.geopotential number by the normal gravity value computed on the
 GD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0163.degrees latitude (g = 980.6199 gals.).
 GD0163
 GD0163.The modeled gravity was interpolated from observed gravity values.
 GD0163
 GD0163;                    North         East    Units  Estimated Accuracy
 GD0163;SPC TN       -   221,940.      394,260.      MT  (+/- 180 meters Scaled)
 GD0163
 GD0163                          SUPERSEDED SURVEY CONTROL
 GD0163
 GD0163  NGVD 29 (??/??/??)  125.411  (m)          411.45   (f) ADJUSTED    2 0
 GD0163
 GD0163.Superseded values are not recommended for survey control.
 GD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0163.See file dsdata.txt to determine how the superseded data were derived.
 GD0163
 GD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF840193(NAD 83)
 GD0163_MARKER: DB = BENCH MARK DISK
 GD0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0163_SP_SET: PIER
 GD0163_STAMPING: 411.682 A 24 1934
 GD0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0163
 GD0163  HISTORY     - Date     Condition        Report By
 GD0163  HISTORY     - 1934     MONUMENTED       CGS
 GD0163  HISTORY     - 1953     GOOD             CGS
 GD0163  HISTORY     - 1971     GOOD             NGS
 GD0163
 GD0163                          STATION DESCRIPTION
 GD0163
 GD0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GD0163'2 MI NE FROM PARIS.
 GD0163'2-1/2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0163'FROM THE STATION AT PARIS, HENRY COUNTY, 1/2 MILE EAST OF
 GD0163'MILEPOST 245, AT THE OVERPASS OF STATE HIGHWAY 76, IN THE
 GD0163'CENTER OF THE NORTH FACE OF THE SOUTH CONCRETE PIER, 8 YARDS
 GD0163'SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET ABOVE THE
 GD0163'GROUND.  A STANDARD DISK, STAMPED 411.682 A 24 1934 AND SET
 GD0163'VERTICALLY.
 GD0163
 GD0163                          STATION RECOVERY (1971)
 GD0163
 GD0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2063 ***********************************************************************
 GA2063  DESIGNATION -  A 240
 GA2063  PID         -  GA2063
 GA2063  STATE/COUNTY-  TN/JEFFERSON
 GA2063  USGS QUAD   -  SPRINGVALE (1980)
 GA2063
 GA2063                         *CURRENT SURVEY CONTROL
 GA2063  ___________________________________________________________________
 GA2063* NAD 83(1986)-  36 08 58.     (N)    083 14 41.     (W)     SCALED    
 GA2063* NAVD 88     -       349.597  (meters)    1146.97   (feet)  ADJUSTED  
 GA2063  ___________________________________________________________________
 GA2063  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2063  DYNAMIC HT  -         349.271 (meters)    1145.90  (feet)  COMP
 GA2063  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 GA2063
 GA2063  VERT ORDER  -  SECOND    CLASS 0
 GA2063
 GA2063.The horizontal coordinates were scaled from a topographic map and have
 GA2063.an estimated accuracy of +/- 6 seconds.
 GA2063
 GA2063.The orthometric height was determined by differential leveling
 GA2063.and adjusted by the National Geodetic Survey in June 1991..
 GA2063
 GA2063.The geoid height was determined by GEOID03.
 GA2063
 GA2063.The dynamic height is computed by dividing the NAVD 88
 GA2063.geopotential number by the normal gravity value computed on the
 GA2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2063.degrees latitude (g = 980.6199 gals.).
 GA2063
 GA2063.The modeled gravity was interpolated from observed gravity values.
 GA2063
 GA2063;                    North         East    Units  Estimated Accuracy
 GA2063;SPC TN       -   204,990.      847,920.      MT  (+/- 180 meters Scaled)
 GA2063
 GA2063                          SUPERSEDED SURVEY CONTROL
 GA2063
 GA2063  NGVD 29 (??/??/92)  349.733  (m)         1147.42   (f) ADJ UNCH    2 0
 GA2063
 GA2063.Superseded values are not recommended for survey control.
 GA2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2063.See file dsdata.txt to determine how the superseded data were derived.
 GA2063
 GA2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA980028(NAD 83)
 GA2063_MARKER: DB = BENCH MARK DISK
 GA2063_SETTING: 66 = SET IN ROCK OUTCROP
 GA2063_SP_SET: ROCK OUTCROP
 GA2063_STAMPING: A 240 1961
 GA2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2063+STABILITY: POSITION/ELEVATION WELL
 GA2063
 GA2063  HISTORY     - Date     Condition        Report By
 GA2063  HISTORY     - 1961     MONUMENTED       CGS
 GA2063  HISTORY     - 1968     GOOD             TNDT
 GA2063
 GA2063                          STATION DESCRIPTION
 GA2063
 GA2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2063'4.2 MI NE FROM WHITE PINE.
 GA2063'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2063'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2063'0.5 MILE EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILE
 GA2063'SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 1.6 MILES
 GA2063'NORTHEAST ON THE GRAVELED ROAD TO A PRIVATE DRIVE AND A POND ON
 GA2063'THE LEFT.  THE BENCH MARK IS ABOUT 300 FT. NORTHWEST OF THE
 GA2063'GRAVELED ROAD, 63 FT. SOUTHWEST OF THE CENTER OF THE PRIVATE
 GA2063'DRIVE, 33.5 FT. WEST OF A LONE WALNUT TREE, AND 3.8 FT. SOUTH OF
 GA2063'A SMALL ROCK CAIRN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA2063'TOP OF THE WEST END OF ONE OF MANY OUTCROPPINGS OF GRAY ROCK
 GA2063'WEST OF THE SMALL POND.
 GA2063
 GA2063                          STATION RECOVERY (1968)
 GA2063
 GA2063'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA2063'WALNUT TREE IS A HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1053 ***********************************************************************
 GA1053  DESIGNATION -  A 241
 GA1053  PID         -  GA1053
 GA1053  STATE/COUNTY-  TN/GREENE
 GA1053  USGS QUAD   -  BAILEYTON (1971)
 GA1053
 GA1053                         *CURRENT SURVEY CONTROL
 GA1053  ___________________________________________________________________
 GA1053* NAD 83(1986)-  36 20 05.     (N)    082 48 35.     (W)     SCALED    
 GA1053* NAVD 88     -       371.764  (meters)    1219.70   (feet)  ADJUSTED  
 GA1053  ___________________________________________________________________
 GA1053  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1053  DYNAMIC HT  -         371.420 (meters)    1218.57  (feet)  COMP
 GA1053  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA1053
 GA1053  VERT ORDER  -  SECOND    CLASS 0
 GA1053
 GA1053.The horizontal coordinates were scaled from a topographic map and have
 GA1053.an estimated accuracy of +/- 6 seconds.
 GA1053
 GA1053.The orthometric height was determined by differential leveling
 GA1053.and adjusted by the National Geodetic Survey in June 1991..
 GA1053
 GA1053.The geoid height was determined by GEOID03.
 GA1053
 GA1053.The dynamic height is computed by dividing the NAVD 88
 GA1053.geopotential number by the normal gravity value computed on the
 GA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1053.degrees latitude (g = 980.6199 gals.).
 GA1053
 GA1053.The modeled gravity was interpolated from observed gravity values.
 GA1053
 GA1053;                    North         East    Units  Estimated Accuracy
 GA1053;SPC TN       -   226,720.      886,370.      MT  (+/- 180 meters Scaled)
 GA1053
 GA1053                          SUPERSEDED SURVEY CONTROL
 GA1053
 GA1053  NGVD 29 (??/??/92)  371.901  (m)         1220.15   (f) ADJ UNCH    2 0
 GA1053
 GA1053.Superseded values are not recommended for survey control.
 GA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1053.See file dsdata.txt to determine how the superseded data were derived.
 GA1053
 GA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA375225(NAD 83)
 GA1053_MARKER: DB = BENCH MARK DISK
 GA1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1053_STAMPING: A 241 1961
 GA1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1053+STABILITY: SURFACE MOTION
 GA1053
 GA1053  HISTORY     - Date     Condition        Report By
 GA1053  HISTORY     - 1961     MONUMENTED       CGS
 GA1053  HISTORY     - 1972     GOOD             NGS
 GA1053  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1053
 GA1053                          STATION DESCRIPTION
 GA1053
 GA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1053'2 MI E FROM BAILEYTON.
 GA1053'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 1.7 MILE EAST ON THE
 GA1053'ROMEO ROAD, THEN 0.5 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION.
 GA1053'THE BENCH MARK IS ABOUT 500 FT. SOUTH OF PROPOSED INTERSTATE
 GA1053'HIGHWAY 81, ABOUT 190 FT. EAST OF THE Y JUNCTION, 45 FT. SOUTH OF
 GA1053'THE CENTER A GRAVELED ROAD, 53.5 FT. WEST OF POWERLINE POLE
 GA1053'1B 576 WITH A GUY WIRE, 30.4 FT. SOUTH OF A FENCE, AND 0.7 FT.
 GA1053'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1053'POST FLUSH WITH THE GROUND AND IS ABOUT 5 FT. ABOVE THE LEVEL OF
 GA1053'THE ROAD.
 GA1053
 GA1053                          STATION RECOVERY (1972)
 GA1053
 GA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1053'RECOVERED IN GOOD CONDITION.
 GA1053
 GA1053                          STATION RECOVERY (1980)
 GA1053
 GA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0328 ***********************************************************************
 GA0328  DESIGNATION -  A 242 RESET
 GA0328  PID         -  GA0328
 GA0328  STATE/COUNTY-  TN/SULLIVAN
 GA0328  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0328
 GA0328                         *CURRENT SURVEY CONTROL
 GA0328  ___________________________________________________________________
 GA0328* NAD 83(1986)-  36 31 24.     (N)    082 23 55.     (W)     SCALED    
 GA0328* NAVD 88     -       525.54   (meters)    1724.2    (feet)  RESET     
 GA0328  ___________________________________________________________________
 GA0328  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0328
 GA0328  VERT ORDER  -  THIRD
 GA0328
 GA0328.The horizontal coordinates were scaled from a topographic map and have
 GA0328.an estimated accuracy of +/- 6 seconds.
 GA0328
 GA0328.The orthometric height was computed from unverified reset data.
 GA0328
 GA0328.The geoid height was determined by GEOID03.
 GA0328
 GA0328;                    North         East    Units  Estimated Accuracy
 GA0328;SPC TN       -   248,920.      922,490.      MT  (+/- 180 meters Scaled)
 GA0328
 GA0328                          SUPERSEDED SURVEY CONTROL
 GA0328
 GA0328.No superseded survey control is available for this station.
 GA0328
 GA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA747429(NAD 83)
 GA0328_MARKER: DB = BENCH MARK DISK
 GA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0328_STAMPING: A 242 RESET 1969
 GA0328_MARK LOGO: CGS   
 GA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0328+STABILITY: SURFACE MOTION
 GA0328
 GA0328  HISTORY     - Date     Condition        Report By
 GA0328  HISTORY     - 1969     MONUMENTED       CGS
 GA0328
 GA0328                          STATION DESCRIPTION
 GA0328
 GA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GA0328'4.8 MI W FROM BLOUNTVILLE.
 GA0328'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE
 GA0328'ROUTES 37 AND 126 ABOUT 0.1 OF A MILE WEST OF THE SULLIVAN
 GA0328'COUNTY COURTHOUSE IN BLOUNTVILLE, GO WEST-SOUTHWEST ON STATE
 GA0328'ROUTE 126 FOR 0.6 OF A MILE TO THE JUNCTION WITH STATE ROUTE 75
 GA0328'ON THE LEFT.  HERE KEEP RIGHT AND CONTINUE ON STATE ROUTE
 GA0328'126 IN A GENERAL NORTHWESTERLY DIRECTION FOR 2.9 MILES TO A
 GA0328'PAVED ROAD LEFT.  HERE TURN LEFT AND GO WESTERLY ON THE PAVED
 GA0328'ROAD FOR 0.4 OF A MILE TO A Y JUNCTION WITH A GRAVELED ROAD,
 GA0328'KEEP LEFT ON THE GRAVELED ROAD AND GO SOUTHWESTERLY FOR 0.6
 GA0328'OF A MILE TO A FIELD APPROACH ON THE LEFT AND THE MARK AS
 GA0328'DESCRIBED.  THE MARK IS ABOUT 200 FEET SOUTHEAST OF INTERSTATE
 GA0328'ROUTE 81, 91 FEET SOUTHWEST OF A POWERLINE POLE, 62 FEET SOUTHEAST
 GA0328'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 33 FEET SOUTHEAST
 GA0328'OF A NORTHWEST FENCE CORNER POST, 9 FEET NORTHEAST OF THE
 GA0328'APPROXIMATE CENTER OF A FIELD DRIVE, 9 FEET NORTH OF THE CENTER
 GA0328'OF A WIRE GATE, 1.5 FEET NORTH OF THE NORTH GATE POST, 1.1
 GA0328'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN, AND ON
 GA0328'THE PROPERTY OF MR. EMORY JONES.  IT IS A STANDARD BENCH MARK
 GA0328'DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 GA0328'MONUMENT AND THE DISK IS STAMPED A 242 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0620 ***********************************************************************
 FC0620  DESIGNATION -  A 243
 FC0620  PID         -  FC0620
 FC0620  STATE/COUNTY-  TN/BRADLEY
 FC0620  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0620
 FC0620                         *CURRENT SURVEY CONTROL
 FC0620  ___________________________________________________________________
 FC0620* NAD 83(1986)-  35 09 00.     (N)    084 56 46.     (W)     SCALED    
 FC0620* NAVD 88     -       257.465  (meters)     844.70   (feet)  ADJUSTED  
 FC0620  ___________________________________________________________________
 FC0620  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0620  DYNAMIC HT  -         257.209 (meters)     843.86  (feet)  COMP
 FC0620  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 FC0620
 FC0620  VERT ORDER  -  SECOND    CLASS 0
 FC0620
 FC0620.The horizontal coordinates were scaled from a topographic map and have
 FC0620.an estimated accuracy of +/- 6 seconds.
 FC0620
 FC0620.The orthometric height was determined by differential leveling
 FC0620.and adjusted by the National Geodetic Survey in June 1991..
 FC0620
 FC0620.The geoid height was determined by GEOID03.
 FC0620
 FC0620.The dynamic height is computed by dividing the NAVD 88
 FC0620.geopotential number by the normal gravity value computed on the
 FC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0620.degrees latitude (g = 980.6199 gals.).
 FC0620
 FC0620.The modeled gravity was interpolated from observed gravity values.
 FC0620
 FC0620;                    North         East    Units  Estimated Accuracy
 FC0620;SPC TN       -    91,130.      696,030.      MT  (+/- 180 meters Scaled)
 FC0620
 FC0620                          SUPERSEDED SURVEY CONTROL
 FC0620
 FC0620  NGVD 29 (??/??/92)  257.484  (m)          844.76   (f) ADJ UNCH    2 0
 FC0620
 FC0620.Superseded values are not recommended for survey control.
 FC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0620.See file dsdata.txt to determine how the superseded data were derived.
 FC0620
 FC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD870916(NAD 83)
 FC0620_MARKER: DB = BENCH MARK DISK
 FC0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0620_STAMPING: A 243 1961
 FC0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0620+STABILITY: SURFACE MOTION
 FC0620
 FC0620  HISTORY     - Date     Condition        Report By
 FC0620  HISTORY     - 1961     MONUMENTED       CGS
 FC0620  HISTORY     - 1967     GOOD             NGS
 FC0620
 FC0620                          STATION DESCRIPTION
 FC0620
 FC0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0620'4 MI W FROM CLEVELAND.
 FC0620'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 60 IN
 FC0620'CLEVELAND, GO WEST ON STATE ROUTE 11 FOR 2.0 MILES TO AN OILED
 FC0620'ROAD RIGHT AND A STOCK CAR RACETRACK IN THE NORTHWEST ANGLE.  HERE
 FC0620'TURN RIGHT AND GO NORTHWESTERLY ON THE OILED ROAD FOR 0.6 MILE
 FC0620'TO A CROSSROAD AND THE PLEASANT GROVE CHURCH, HERE TURN SHARP
 FC0620'LEFT THEN RIGHT ALONG WEST EDGE OF CHURCH AND GO 0.4 MILE TO U.S.
 FC0620'HIGHWAY 64 OVERPASS, CROSS OVER THE OVERPASS TO A GRAVELED ROAD
 FC0620'RIGHT, HERE TURN RIGHT AND GO NORTHEASTERLY FOR 1.1 MILES TO THE
 FC0620'PARKING LOT AT STONE LAKE AND THE MARK AS DESCRIBED.  THE MARK
 FC0620'IS 31 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0620'ROAD, 23 FEET SOUTHWEST OF A POWERLINE POLE, 1.8 FEET NORTH OF
 FC0620'A METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTHWEST OF THE
 FC0620'SOUTHWEST CORNER OF THE PARKING LOT FENCE.  IT IS A STANDARD
 FC0620'BENCH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0620'MONUMENT THAT PROJECTS 3 INCHES AND DISK IS STAMPED A 243 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0546 ***********************************************************************
 FC0546  DESIGNATION -  A 244
 FC0546  PID         -  FC0546
 FC0546  STATE/COUNTY-  TN/MCMINN
 FC0546  USGS QUAD   -  RICEVILLE (1990)
 FC0546
 FC0546                         *CURRENT SURVEY CONTROL
 FC0546  ___________________________________________________________________
 FC0546* NAD 83(1986)-  35 25 41.     (N)    084 41 06.     (W)     SCALED    
 FC0546* NAVD 88     -       251.866  (meters)     826.33   (feet)  ADJUSTED  
 FC0546  ___________________________________________________________________
 FC0546  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0546  DYNAMIC HT  -         251.620 (meters)     825.52  (feet)  COMP
 FC0546  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FC0546
 FC0546  VERT ORDER  -  SECOND    CLASS 0
 FC0546
 FC0546.The horizontal coordinates were scaled from a topographic map and have
 FC0546.an estimated accuracy of +/- 6 seconds.
 FC0546
 FC0546.The orthometric height was determined by differential leveling
 FC0546.and adjusted by the National Geodetic Survey in June 1991..
 FC0546
 FC0546.The geoid height was determined by GEOID03.
 FC0546
 FC0546.The dynamic height is computed by dividing the NAVD 88
 FC0546.geopotential number by the normal gravity value computed on the
 FC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0546.degrees latitude (g = 980.6199 gals.).
 FC0546
 FC0546.The modeled gravity was interpolated from observed gravity values.
 FC0546
 FC0546;                    North         East    Units  Estimated Accuracy
 FC0546;SPC TN       -   122,260.      719,410.      MT  (+/- 180 meters Scaled)
 FC0546
 FC0546                          SUPERSEDED SURVEY CONTROL
 FC0546
 FC0546  NGVD 29 (??/??/92)  251.931  (m)          826.54   (f) ADJ UNCH    2 0
 FC0546
 FC0546.Superseded values are not recommended for survey control.
 FC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0546.See file dsdata.txt to determine how the superseded data were derived.
 FC0546
 FC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE101229(NAD 83)
 FC0546_MARKER: DB = BENCH MARK DISK
 FC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0546_STAMPING: A 244 1961
 FC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0546+STABILITY: SURFACE MOTION
 FC0546
 FC0546  HISTORY     - Date     Condition        Report By
 FC0546  HISTORY     - 1961     MONUMENTED       CGS
 FC0546  HISTORY     - 1964     GOOD             NGS
 FC0546
 FC0546                          STATION DESCRIPTION
 FC0546
 FC0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0546'5.8 MI N FROM RICEVILLE.
 FC0546'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD,
 FC0546'CROSSING THE RAILROAD TRACKS, FOR 0.1 MILE TO THE JUNCTION OF
 FC0546'U.S. HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 AND GO 3.65 MILES
 FC0546'TO A CROSSROADS, TURN LEFT ON A GRAVELED ROAD FOR 0.5 MILES
 FC0546'TO A FORK, TAKE RIGHT FORK FOR 0.7 MILE TO A FORK, TAKE RIGHT
 FC0546'FORK FOR 0.5 MILE TO INTERSTATE HIGHWAY 75, TURN LEFT AND GO
 FC0546'0.3 MILE SOUTHWEST TO A BARN AND THE MARK ON THE LEFT.  ABOUT
 FC0546'450 FEET SOUTHEAST OF INTERSTATE HIGHWAY 75, 300 FEET NORTH
 FC0546'OF A BARN, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 FC0546'43.4 FEET NORTHWEST OF A FENCE CORNER, 13 FEET WEST OF A POWER
 FC0546'LINE POLE, NUMBER S40AT7 WITH TRANSFORMER AND GUY WIRE, 1.0
 FC0546'FEET NORTHEAST OF A FENCE AND 2.6 FEET SOUTH OF WITNESS SIGN.
 FC0546'THE DISK IS SET IN THE TOP OF A CONCRETE POST, PROJECTING 4
 FC0546'INCHES.
 FC0546
 FC0546                          STATION RECOVERY (1964)
 FC0546
 FC0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1226 ***********************************************************************
 FC1226  DESIGNATION -  A 245
 FC1226  PID         -  FC1226
 FC1226  STATE/COUNTY-  TN/HAMILTON
 FC1226  USGS QUAD   -  SNOW HILL (1980)
 FC1226
 FC1226                         *CURRENT SURVEY CONTROL
 FC1226  ___________________________________________________________________
 FC1226* NAD 83(1986)-  35 07 40.     (N)    085 02 37.     (W)     SCALED    
 FC1226* NAVD 88     -       232.220  (meters)     761.88   (feet)  ADJUSTED  
 FC1226  ___________________________________________________________________
 FC1226  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1226  DYNAMIC HT  -         231.988 (meters)     761.11  (feet)  COMP
 FC1226  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 FC1226
 FC1226  VERT ORDER  -  SECOND    CLASS 0
 FC1226
 FC1226.The horizontal coordinates were scaled from a topographic map and have
 FC1226.an estimated accuracy of +/- 6 seconds.
 FC1226
 FC1226.The orthometric height was determined by differential leveling
 FC1226.and adjusted by the National Geodetic Survey in June 1991..
 FC1226
 FC1226.The geoid height was determined by GEOID03.
 FC1226
 FC1226.The dynamic height is computed by dividing the NAVD 88
 FC1226.geopotential number by the normal gravity value computed on the
 FC1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1226.degrees latitude (g = 980.6199 gals.).
 FC1226
 FC1226.The modeled gravity was interpolated from observed gravity values.
 FC1226
 FC1226;                    North         East    Units  Estimated Accuracy
 FC1226;SPC TN       -    88,570.      687,170.      MT  (+/- 180 meters Scaled)
 FC1226
 FC1226                          SUPERSEDED SURVEY CONTROL
 FC1226
 FC1226  NGVD 29 (??/??/92)  232.237  (m)          761.93   (f) ADJ UNCH    2 0
 FC1226
 FC1226.Superseded values are not recommended for survey control.
 FC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1226.See file dsdata.txt to determine how the superseded data were derived.
 FC1226
 FC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD782889(NAD 83)
 FC1226_MARKER: DB = BENCH MARK DISK
 FC1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1226_STAMPING: A 245 1961
 FC1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1226+STABILITY: SURFACE MOTION
 FC1226
 FC1226  HISTORY     - Date     Condition        Report By
 FC1226  HISTORY     - 1961     MONUMENTED       CGS
 FC1226  HISTORY     - 1962     GOOD             NGS
 FC1226  HISTORY     - 1972     GOOD             TVA
 FC1226  HISTORY     - 1989     GOOD             USPSQD
 FC1226
 FC1226                          STATION DESCRIPTION
 FC1226
 FC1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1226'3.3 MI N FROM OOLTEWAH.
 FC1226'TO REACH THE MARK FROM THE JUNCTION OF GEORGETOWN PIKE AND U.S.
 FC1226'HIGHWAY 11 IN OOLTEWAH GO NORTH ON GEORGETOWN PIKE 3.3 MILES TO
 FC1226'MR. W.I. BIGGS GROCERY STORE AND HOUSE ON THE RIGHT.  MARK IS
 FC1226'SET IN BIGGS LAWN, 64 FEET EAST OF GEORGETOWN PIKE, 44 FEET
 FC1226'NORTH OF THE NORTHEAST CORNER OF BIGGS STORE, 16 FEET SOUTH OF
 FC1226'DRIVEWAY LEADING TO THE HOME OF MRS. B.F. TURNER, 1 FOOT WEST
 FC1226'OF POWER LINE POLE, 1.3 FEET SOUTH OF WITNESS POLE.  A STANDARD
 FC1226'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1226'AND IS ABOUT LEVEL WITH THE ROAD.
 FC1226
 FC1226                          STATION RECOVERY (1972)
 FC1226
 FC1226'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1226'RECOVERED IN GOOD CONDITION.
 FC1226
 FC1226                          STATION RECOVERY (1989)
 FC1226
 FC1226'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1451 ***********************************************************************
 FC1451  DESIGNATION -  A 246
 FC1451  PID         -  FC1451
 FC1451  STATE/COUNTY-  TN/MARION
 FC1451  USGS QUAD   -  SEQUATCHIE (1982)
 FC1451
 FC1451                         *CURRENT SURVEY CONTROL
 FC1451  ___________________________________________________________________
 FC1451* NAD 83(1986)-  35 02 36.     (N)    085 36 29.     (W)     SCALED    
 FC1451* NAVD 88     -       201.620  (meters)     661.48   (feet)  ADJUSTED  
 FC1451  ___________________________________________________________________
 FC1451  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1451  DYNAMIC HT  -         201.424 (meters)     660.84  (feet)  COMP
 FC1451  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 FC1451
 FC1451  VERT ORDER  -  SECOND    CLASS 0
 FC1451
 FC1451.The horizontal coordinates were scaled from a topographic map and have
 FC1451.an estimated accuracy of +/- 6 seconds.
 FC1451
 FC1451.The orthometric height was determined by differential leveling
 FC1451.and adjusted by the National Geodetic Survey in June 1991..
 FC1451
 FC1451.The geoid height was determined by GEOID03.
 FC1451
 FC1451.The dynamic height is computed by dividing the NAVD 88
 FC1451.geopotential number by the normal gravity value computed on the
 FC1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1451.degrees latitude (g = 980.6199 gals.).
 FC1451
 FC1451.The modeled gravity was interpolated from observed gravity values.
 FC1451
 FC1451;                    North         East    Units  Estimated Accuracy
 FC1451;SPC TN       -    78,850.      635,760.      MT  (+/- 180 meters Scaled)
 FC1451
 FC1451                          SUPERSEDED SURVEY CONTROL
 FC1451
 FC1451  NGVD 29 (??/??/92)  201.627  (m)          661.50   (f) ADJ UNCH    2 0
 FC1451
 FC1451.Superseded values are not recommended for survey control.
 FC1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1451.See file dsdata.txt to determine how the superseded data were derived.
 FC1451
 FC1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD269787(NAD 83)
 FC1451_MARKER: DB = BENCH MARK DISK
 FC1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1451_STAMPING: A 246 1962
 FC1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1451+STABILITY: SURFACE MOTION
 FC1451
 FC1451  HISTORY     - Date     Condition        Report By
 FC1451  HISTORY     - 1962     MONUMENTED       CGS
 FC1451
 FC1451                          STATION DESCRIPTION
 FC1451
 FC1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1451'3.4 MI SE FROM JASPER.
 FC1451'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST
 FC1451'ON U.S. HIGHWAYS 41-64-72 FOR 1.9 MILES TO PLEASANT GROVE CHURCH,
 FC1451'THENCE SOUTH ALONG BLACKTOP ROAD 1.2 MILES TO A PRIVATE ROAD,
 FC1451'THENCE WEST 0.3 MILE TO THE MARK SET IN THE NORTHWEST CORNER
 FC1451'OF S.E. PIERCYS FRONT YARD, 98 FEET EAST OF THE NORTHEAST CORNER
 FC1451'OF S.E. PIERCYS HOUSE, 9 FEET NORTHWEST OF THE CENTER OF A
 FC1451'DRIVEWAY AND GATE, 2.7 FEET NORTH OF FENCE CORNER, 2.3 FEET EAST
 FC1451'OF POWER LINE POLE, AND 2.0 FEET EAST OF A METAL WITNESS POST.
 FC1451'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1451'5 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1804 ***********************************************************************
 GA1804  DESIGNATION -  A 247
 GA1804  PID         -  GA1804
 GA1804  STATE/COUNTY-  TN/HAMBLEN
 GA1804  USGS QUAD   -  MORRISTOWN (1979)
 GA1804
 GA1804                         *CURRENT SURVEY CONTROL
 GA1804  ___________________________________________________________________
 GA1804* NAD 83(1986)-  36 11 21.     (N)    083 22 02.     (W)     SCALED    
 GA1804* NAVD 88     -       394.640  (meters)    1294.75   (feet)  ADJUSTED  
 GA1804  ___________________________________________________________________
 GA1804  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1804  DYNAMIC HT  -         394.277 (meters)    1293.56  (feet)  COMP
 GA1804  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA1804
 GA1804  VERT ORDER  -  FIRST     CLASS I
 GA1804
 GA1804.The horizontal coordinates were scaled from a topographic map and have
 GA1804.an estimated accuracy of +/- 6 seconds.
 GA1804
 GA1804.The orthometric height was determined by differential leveling
 GA1804.and adjusted by the National Geodetic Survey in June 1991..
 GA1804
 GA1804.The geoid height was determined by GEOID03.
 GA1804
 GA1804.The dynamic height is computed by dividing the NAVD 88
 GA1804.geopotential number by the normal gravity value computed on the
 GA1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1804.degrees latitude (g = 980.6199 gals.).
 GA1804
 GA1804.The modeled gravity was interpolated from observed gravity values.
 GA1804
 GA1804;                    North         East    Units  Estimated Accuracy
 GA1804;SPC TN       -   209,090.      836,780.      MT  (+/- 180 meters Scaled)
 GA1804
 GA1804                          SUPERSEDED SURVEY CONTROL
 GA1804
 GA1804  NGVD 29 (??/??/92)  394.766  (m)         1295.16   (f) ADJ UNCH    1 1
 GA1804
 GA1804.Superseded values are not recommended for survey control.
 GA1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1804.See file dsdata.txt to determine how the superseded data were derived.
 GA1804
 GA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA871075(NAD 83)
 GA1804_MARKER: DB = BENCH MARK DISK
 GA1804_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1804_STAMPING: A 247 1967
 GA1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1804
 GA1804  HISTORY     - Date     Condition        Report By
 GA1804  HISTORY     - 1967     MONUMENTED       CGS
 GA1804
 GA1804                          STATION DESCRIPTION
 GA1804
 GA1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1804'4.4 MI W FROM MORRISTOWN.
 GA1804'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1804'MORRISTOWN, 185 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 GA1804'THE WESTBOUND LANE OF THE HIGHWAY AND A DRIVEWAY, SET ON THE TOP
 GA1804'OF THE NORTH END OF A ROCK WHICH IS 6 FEET LONG AND 2 1/2 FEET
 GA1804'WIDE AND IS PART OF A 6 FOOT HIGH CUT, 35 FEET NORTH OF THE
 GA1804'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, AND 3 FEET ABOVE
 GA1804'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2202 ***********************************************************************
 GA2202  DESIGNATION -  A 248
 GA2202  PID         -  GA2202
 GA2202  STATE/COUNTY-  TN/JEFFERSON
 GA2202  USGS QUAD   -  MASCOT (1987)
 GA2202
 GA2202                         *CURRENT SURVEY CONTROL
 GA2202  ___________________________________________________________________
 GA2202* NAD 83(1986)-  36 04 23.     (N)    083 38 37.     (W)     SCALED    
 GA2202* NAVD 88     -       289.370  (meters)     949.37   (feet)  ADJUSTED  
 GA2202  ___________________________________________________________________
 GA2202  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2202  DYNAMIC HT  -         289.105 (meters)     948.51  (feet)  COMP
 GA2202  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GA2202
 GA2202  VERT ORDER  -  FIRST     CLASS I
 GA2202
 GA2202.The horizontal coordinates were scaled from a topographic map and have
 GA2202.an estimated accuracy of +/- 6 seconds.
 GA2202
 GA2202.The orthometric height was determined by differential leveling
 GA2202.and adjusted by the National Geodetic Survey in June 1991..
 GA2202
 GA2202.The geoid height was determined by GEOID03.
 GA2202
 GA2202.The dynamic height is computed by dividing the NAVD 88
 GA2202.geopotential number by the normal gravity value computed on the
 GA2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2202.degrees latitude (g = 980.6199 gals.).
 GA2202
 GA2202.The modeled gravity was interpolated from observed gravity values.
 GA2202
 GA2202;                    North         East    Units  Estimated Accuracy
 GA2202;SPC TN       -   195,580.      812,240.      MT  (+/- 180 meters Scaled)
 GA2202
 GA2202                          SUPERSEDED SURVEY CONTROL
 GA2202
 GA2202  NGVD 29 (??/??/92)  289.501  (m)          949.80   (f) ADJ UNCH    1 1
 GA2202
 GA2202.Superseded values are not recommended for survey control.
 GA2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2202.See file dsdata.txt to determine how the superseded data were derived.
 GA2202
 GA2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV619952(NAD 83)
 GA2202_MARKER: DB = BENCH MARK DISK
 GA2202_SETTING: 66 = SET IN ROCK OUTCROP
 GA2202_SP_SET: ROCK OUTCROP
 GA2202_STAMPING: A 248 1967
 GA2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2202+STABILITY: POSITION/ELEVATION WELL
 GA2202
 GA2202  HISTORY     - Date     Condition        Report By
 GA2202  HISTORY     - 1967     MONUMENTED       CGS
 GA2202
 GA2202                          STATION DESCRIPTION
 GA2202
 GA2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2202'2.5 MI E FROM STRAWBERRY PLAINS.
 GA2202'ABOUT 2.5 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2202'OFFICE AT STRAWBERRY PLAINS, ON THE NORTHEAST SLOPE OF A HILL,
 GA2202'SET ON THE TOP AND NEAR THE SOUTHWEST END OF AN OUTCROPPING ROCK
 GA2202'WHICH IS ABOUT 100 FEET LONG, 3 FEET HIGH AND ABOUT 20 FEET WIDE,
 GA2202'18 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 GA2202'SOUTHWEST OF POWER LINE POLE NO. 371, AND ABOUT LEVEL WITH THE
 GA2202'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1886 ***********************************************************************
 FB1886  DESIGNATION -  A 249
 FB1886  PID         -  FB1886
 FB1886  STATE/COUNTY-  TN/KNOX
 FB1886  USGS QUAD   -  KNOXVILLE (1978)
 FB1886
 FB1886                         *CURRENT SURVEY CONTROL
 FB1886  ___________________________________________________________________
 FB1886* NAD 83(1986)-  35 58 19.     (N)    083 55 01.     (W)     SCALED    
 FB1886* NAVD 88     -       274.063  (meters)     899.15   (feet)  ADJUSTED  
 FB1886  ___________________________________________________________________
 FB1886  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1886  DYNAMIC HT  -         273.811 (meters)     898.33  (feet)  COMP
 FB1886  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1886
 FB1886  VERT ORDER  -  FIRST     CLASS I
 FB1886
 FB1886.The horizontal coordinates were scaled from a topographic map and have
 FB1886.an estimated accuracy of +/- 6 seconds.
 FB1886
 FB1886.The orthometric height was determined by differential leveling
 FB1886.and adjusted by the National Geodetic Survey in June 1991..
 FB1886
 FB1886.The geoid height was determined by GEOID03.
 FB1886
 FB1886.The dynamic height is computed by dividing the NAVD 88
 FB1886.geopotential number by the normal gravity value computed on the
 FB1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1886.degrees latitude (g = 980.6199 gals.).
 FB1886
 FB1886.The modeled gravity was interpolated from observed gravity values.
 FB1886
 FB1886;                    North         East    Units  Estimated Accuracy
 FB1886;SPC TN       -   183,800.      787,860.      MT  (+/- 180 meters Scaled)
 FB1886
 FB1886                          SUPERSEDED SURVEY CONTROL
 FB1886
 FB1886  NGVD 29 (12/12/91)  274.196  (m)          899.59   (f) ADJUSTED    1 1
 FB1886
 FB1886.Superseded values are not recommended for survey control.
 FB1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1886.See file dsdata.txt to determine how the superseded data were derived.
 FB1886
 FB1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369847(NAD 83)
 FB1886_MARKER: DB = BENCH MARK DISK
 FB1886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1886_SP_SET: PIER
 FB1886_STAMPING: A 249 1967
 FB1886_MARK LOGO: CGS   
 FB1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1886+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1886
 FB1886  HISTORY     - Date     Condition        Report By
 FB1886  HISTORY     - 1967     MONUMENTED       CGS
 FB1886  HISTORY     - 1968     GOOD             NGS
 FB1886  HISTORY     - 1983     GOOD             NGS
 FB1886  HISTORY     - 20010322 GOOD             USPSQD
 FB1886  HISTORY     - 20060112 GOOD             USPSQD
 FB1886
 FB1886                          STATION DESCRIPTION
 FB1886
 FB1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1886'AT KNOXVILLE.
 FB1886'AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1886'FROM THE STATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 FB1886'SOUTHWEST END OF THE FIRST PIER SOUTHEAST OF THE TRACK UNDER THE
 FB1886'BYPASS TO VINE STREET OVERPASS OVER THE TRACKS, (THE BYPASS IS A
 FB1886'SHORT SPUR OFF INTERSTATE HIGHWAY 40), 14 FEET SOUTHEAST OF THE
 FB1886'SOUTHEAST RAIL OF THE SOUTHEAST ONE OF FIVE TRACKS, 3 FEET ABOVE
 FB1886'THE LEVEL OF THE GROUND AND THE TRACK.  NOTE-- IT WAS REPORTED
 FB1886'BY THE TENNESSEE HIGHWAY DEPARTMENT THAT THE PIER THE MARK IS SET
 FB1886'IN WAS POURED TO BEDROCK.
 FB1886
 FB1886                          STATION RECOVERY (1983)
 FB1886
 FB1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1886'RECOVERED IN GOOD CONDITION.
 FB1886
 FB1886                          STATION RECOVERY (2001)
 FB1886
 FB1886'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1886'RECOVERED IN GOOD CONDITION.
 FB1886
 FB1886                          STATION RECOVERY (2006)
 FB1886
 FB1886'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1670 ***********************************************************************
 GC1670  DESIGNATION -  A 25
 GC1670  PID         -  GC1670
 GC1670  STATE/COUNTY-  TN/HOUSTON
 GC1670  USGS QUAD   -  NEEDMORE (1983)
 GC1670
 GC1670                         *CURRENT SURVEY CONTROL
 GC1670  ___________________________________________________________________
 GC1670* NAD 83(1986)-  36 24 19.     (N)    087 36 41.     (W)     SCALED    
 GC1670* NAVD 88     -       116.058  (meters)     380.77   (feet)  ADJUSTED  
 GC1670  ___________________________________________________________________
 GC1670  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1670  DYNAMIC HT  -         115.961 (meters)     380.45  (feet)  COMP
 GC1670  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GC1670
 GC1670  VERT ORDER  -  SECOND    CLASS 0
 GC1670
 GC1670.The horizontal coordinates were scaled from a topographic map and have
 GC1670.an estimated accuracy of +/- 6 seconds.
 GC1670
 GC1670.The orthometric height was determined by differential leveling
 GC1670.and adjusted by the National Geodetic Survey in June 1991..
 GC1670
 GC1670.The geoid height was determined by GEOID03.
 GC1670
 GC1670.The dynamic height is computed by dividing the NAVD 88
 GC1670.geopotential number by the normal gravity value computed on the
 GC1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1670.degrees latitude (g = 980.6199 gals.).
 GC1670
 GC1670.The modeled gravity was interpolated from observed gravity values.
 GC1670
 GC1670;                    North         East    Units  Estimated Accuracy
 GC1670;SPC TN       -   231,080.      455,470.      MT  (+/- 180 meters Scaled)
 GC1670
 GC1670                          SUPERSEDED SURVEY CONTROL
 GC1670
 GC1670  NGVD 29 (??/??/92)  116.109  (m)          380.93   (f) ADJ UNCH    2 0
 GC1670
 GC1670.Superseded values are not recommended for survey control.
 GC1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1670.See file dsdata.txt to determine how the superseded data were derived.
 GC1670
 GC1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF451290(NAD 83)
 GC1670_MARKER: DB = BENCH MARK DISK
 GC1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1670_STAMPING: 381.180 A 25 1934
 GC1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1670+STABILITY: SURFACE MOTION
 GC1670
 GC1670  HISTORY     - Date     Condition        Report By
 GC1670  HISTORY     - 1934     MONUMENTED       CGS
 GC1670
 GC1670                          STATION DESCRIPTION
 GC1670
 GC1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1670'1.3 MI SW FROM SAILORS REST.
 GC1670'IN HOUSTON COUNTY, 1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GC1670'NASHVILLE RAILROAD FROM SAILORS REST, MONTGOMERY COUNTY, 150 YARDS
 GC1670'SOUTHWEST OF MILEPOST 197, 10 YARDS NORTHEAST OF THE CENTER OF
 GC1670'A FARM-ROAD CROSSING, AND 6 YARDS SOUTHEAST OF THE CENTERLINE
 GC1670'OF THE TRACK.  A STANDARD DISK, STAMPED 381.180 A 25 1934 AND SET
 GC1670'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0844 ***********************************************************************
 GB0844  DESIGNATION -  A 250
 GB0844  PID         -  GB0844
 GB0844  STATE/COUNTY-  TN/MORGAN
 GB0844  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0844
 GB0844                         *CURRENT SURVEY CONTROL
 GB0844  ___________________________________________________________________
 GB0844* NAD 83(1986)-  36 00 35.     (N)    084 34 17.     (W)     SCALED    
 GB0844* NAVD 88     -       245.918  (meters)     806.82   (feet)  ADJUSTED  
 GB0844  ___________________________________________________________________
 GB0844  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0844  DYNAMIC HT  -         245.694 (meters)     806.08  (feet)  COMP
 GB0844  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GB0844
 GB0844  VERT ORDER  -  FIRST     CLASS I
 GB0844
 GB0844.The horizontal coordinates were scaled from a topographic map and have
 GB0844.an estimated accuracy of +/- 6 seconds.
 GB0844
 GB0844.The orthometric height was determined by differential leveling
 GB0844.and adjusted by the National Geodetic Survey in June 1991..
 GB0844
 GB0844.The geoid height was determined by GEOID03.
 GB0844
 GB0844.The dynamic height is computed by dividing the NAVD 88
 GB0844.geopotential number by the normal gravity value computed on the
 GB0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0844.degrees latitude (g = 980.6199 gals.).
 GB0844
 GB0844.The modeled gravity was interpolated from observed gravity values.
 GB0844
 GB0844;                    North         East    Units  Estimated Accuracy
 GB0844;SPC TN       -   186,930.      728,780.      MT  (+/- 180 meters Scaled)
 GB0844
 GB0844                          SUPERSEDED SURVEY CONTROL
 GB0844
 GB0844  NGVD 29 (??/??/92)  246.033  (m)          807.19   (f) ADJ UNCH    1 1
 GB0844
 GB0844.Superseded values are not recommended for survey control.
 GB0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0844.See file dsdata.txt to determine how the superseded data were derived.
 GB0844
 GB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE188877(NAD 83)
 GB0844_MARKER: DB = BENCH MARK DISK
 GB0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0844_SP_SET: CULVERT
 GB0844_STAMPING: A 250 1968
 GB0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0844
 GB0844  HISTORY     - Date     Condition        Report By
 GB0844  HISTORY     - 1968     MONUMENTED       CGS
 GB0844
 GB0844                          STATION DESCRIPTION
 GB0844
 GB0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0844'1.6 MI N FROM OAKDALE.
 GB0844'ABOUT 1.55 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0844'AT OAKDALE, 0.2 MILE NORTH OF MILEPOST 253, 210 FEET SOUTH OF A
 GB0844'SIGNAL GANTRY, SET IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END
 GB0844'OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE TRACK,
 GB0844'9 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 2
 GB0844'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0003 ***********************************************************************
 GB0003  DESIGNATION -  A 251
 GB0003  PID         -  GB0003
 GB0003  STATE/COUNTY-  TN/SCOTT
 GB0003  USGS QUAD   -  WINFIELD (1982)
 GB0003
 GB0003                         *CURRENT SURVEY CONTROL
 GB0003  ___________________________________________________________________
 GB0003* NAD 83(1986)-  36 30 59.     (N)    084 29 24.     (W)     SCALED    
 GB0003* NAVD 88     -       460.806  (meters)    1511.83   (feet)  ADJUSTED  
 GB0003  ___________________________________________________________________
 GB0003  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0003  DYNAMIC HT  -         460.413 (meters)    1510.54  (feet)  COMP
 GB0003  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB0003
 GB0003  VERT ORDER  -  FIRST     CLASS I
 GB0003
 GB0003.The horizontal coordinates were scaled from a topographic map and have
 GB0003.an estimated accuracy of +/- 6 seconds.
 GB0003
 GB0003.The orthometric height was determined by differential leveling
 GB0003.and adjusted by the National Geodetic Survey in June 1991..
 GB0003
 GB0003.The geoid height was determined by GEOID03.
 GB0003
 GB0003.The dynamic height is computed by dividing the NAVD 88
 GB0003.geopotential number by the normal gravity value computed on the
 GB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0003.degrees latitude (g = 980.6199 gals.).
 GB0003
 GB0003.The modeled gravity was interpolated from observed gravity values.
 GB0003
 GB0003;                    North         East    Units  Estimated Accuracy
 GB0003;SPC TN       -   243,260.      735,250.      MT  (+/- 180 meters Scaled)
 GB0003
 GB0003                          SUPERSEDED SURVEY CONTROL
 GB0003
 GB0003  NGVD 29 (??/??/92)  460.925  (m)         1512.22   (f) ADJ UNCH    1 1
 GB0003
 GB0003.Superseded values are not recommended for survey control.
 GB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0003.See file dsdata.txt to determine how the superseded data were derived.
 GB0003
 GB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF247441(NAD 83)
 GB0003_MARKER: DB = BENCH MARK DISK
 GB0003_SETTING: 66 = SET IN ROCK OUTCROP
 GB0003_SP_SET: ROCK OUTCROP
 GB0003_STAMPING: A 251 1968
 GB0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0003+STABILITY: POSITION/ELEVATION WELL
 GB0003
 GB0003  HISTORY     - Date     Condition        Report By
 GB0003  HISTORY     - 1968     MONUMENTED       CGS
 GB0003
 GB0003                          STATION DESCRIPTION
 GB0003
 GB0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0003'2 MI NE FROM ONEIDA.
 GB0003'ABOUT 1.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0003'STATION AT ONEIDA, 0.45 MILE NORTH OF MILEPOST 208, 25 YARDS
 GB0003'SOUTH OF THE SOUTH END OF A CUT FOR THE RAILROAD, SET IN THE
 GB0003'TOP OF A ROCK OUTCROP WHICH PROJECTS 2 FEET, 66 FEET WEST OF THE
 GB0003'WEST RAIL OF THE WEST TRACK, 0.8 FOOT SOUTH OF A METAL WITNESS
 GB0003'POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0461 ***********************************************************************
 FC0461  DESIGNATION -  A 256
 FC0461  PID         -  FC0461
 FC0461  STATE/COUNTY-  TN/BRADLEY
 FC0461  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0461
 FC0461                         *CURRENT SURVEY CONTROL
 FC0461  ___________________________________________________________________
 FC0461* NAD 83(1986)-  35 09 10.     (N)    084 52 37.     (W)     SCALED    
 FC0461* NAVD 88     -       263.235  (meters)     863.63   (feet)  ADJUSTED  
 FC0461  ___________________________________________________________________
 FC0461  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0461  DYNAMIC HT  -         262.975 (meters)     862.78  (feet)  COMP
 FC0461  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FC0461
 FC0461  VERT ORDER  -  FIRST     CLASS I
 FC0461
 FC0461.The horizontal coordinates were scaled from a topographic map and have
 FC0461.an estimated accuracy of +/- 6 seconds.
 FC0461
 FC0461.The orthometric height was determined by differential leveling
 FC0461.and adjusted by the National Geodetic Survey in June 1991..
 FC0461
 FC0461.The geoid height was determined by GEOID03.
 FC0461
 FC0461.The dynamic height is computed by dividing the NAVD 88
 FC0461.geopotential number by the normal gravity value computed on the
 FC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0461.degrees latitude (g = 980.6199 gals.).
 FC0461
 FC0461.The modeled gravity was interpolated from observed gravity values.
 FC0461
 FC0461;                    North         East    Units  Estimated Accuracy
 FC0461;SPC TN       -    91,510.      702,330.      MT  (+/- 180 meters Scaled)
 FC0461
 FC0461                          SUPERSEDED SURVEY CONTROL
 FC0461
 FC0461  NGVD 29 (??/??/92)  263.245  (m)          863.66   (f) ADJ UNCH    1 1
 FC0461
 FC0461.Superseded values are not recommended for survey control.
 FC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0461.See file dsdata.txt to determine how the superseded data were derived.
 FC0461
 FC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD933920(NAD 83)
 FC0461_MARKER: DB = BENCH MARK DISK
 FC0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0461_SP_SET: SIGNAL
 FC0461_STAMPING: A 256 1968
 FC0461_MARK LOGO: CGS   
 FC0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0461
 FC0461  HISTORY     - Date     Condition        Report By
 FC0461  HISTORY     - 1968     MONUMENTED       CGS
 FC0461  HISTORY     - 1983     GOOD             NGS
 FC0461
 FC0461                          STATION DESCRIPTION
 FC0461
 FC0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0461'AT CLEVELAND.
 FC0461'AT CLEVELAND, ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0461'FROM THE STATION, ABOUT 114 YARDS SOUTHWEST OF MILEPOST 213,
 FC0461'50 FEET SOUTH OF THE CENTER OF THE CROSSING OF NINTH STREET
 FC0461'SOUTHEAST AND THE MAIN TRACK, SET IN THE TOP OF THE WEST CORNER
 FC0461'OF THE CONCRETE BASE TO A SIGNAL BRIDGE OVER THE TRACK WHICH IS
 FC0461'ABOUT 7 FEET LONG BY 5 1/2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE
 FC0461'THE LEVEL OF THE GROUND, 45 FEET SOUTHWEST OF THE CENTER LINE OF
 FC0461'THE STREET, 20.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 FC0461'TRACK AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 FC0461
 FC0461                          STATION RECOVERY (1983)
 FC0461
 FC0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0404 ***********************************************************************
 FC0404  DESIGNATION -  A 257
 FC0404  PID         -  FC0404
 FC0404  STATE/COUNTY-  TN/BRADLEY
 FC0404  USGS QUAD   -  CHARLESTON (1980)
 FC0404
 FC0404                         *CURRENT SURVEY CONTROL
 FC0404  ___________________________________________________________________
 FC0404* NAD 83(1986)-  35 16 00.     (N)    084 46 09.     (W)     SCALED    
 FC0404* NAVD 88     -       229.822  (meters)     754.01   (feet)  ADJUSTED  
 FC0404  ___________________________________________________________________
 FC0404  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0404  DYNAMIC HT  -         229.597 (meters)     753.27  (feet)  COMP
 FC0404  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FC0404
 FC0404  VERT ORDER  -  FIRST     CLASS I
 FC0404
 FC0404.The horizontal coordinates were scaled from a topographic map and have
 FC0404.an estimated accuracy of +/- 6 seconds.
 FC0404
 FC0404.The orthometric height was determined by differential leveling
 FC0404.and adjusted by the National Geodetic Survey in June 1991..
 FC0404
 FC0404.The geoid height was determined by GEOID03.
 FC0404
 FC0404.The dynamic height is computed by dividing the NAVD 88
 FC0404.geopotential number by the normal gravity value computed on the
 FC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0404.degrees latitude (g = 980.6199 gals.).
 FC0404
 FC0404.The modeled gravity was interpolated from observed gravity values.
 FC0404
 FC0404;                    North         East    Units  Estimated Accuracy
 FC0404;SPC TN       -   104,260.      711,990.      MT  (+/- 180 meters Scaled)
 FC0404
 FC0404                          SUPERSEDED SURVEY CONTROL
 FC0404
 FC0404  NGVD 29 (??/??/92)  229.855  (m)          754.12   (f) ADJ UNCH    1 1
 FC0404
 FC0404.Superseded values are not recommended for survey control.
 FC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0404.See file dsdata.txt to determine how the superseded data were derived.
 FC0404
 FC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE029048(NAD 83)
 FC0404_MARKER: DB = BENCH MARK DISK
 FC0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0404_SP_SET: CULVERT
 FC0404_STAMPING: A 257 1968
 FC0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0404
 FC0404  HISTORY     - Date     Condition        Report By
 FC0404  HISTORY     - 1968     MONUMENTED       CGS
 FC0404
 FC0404                          STATION DESCRIPTION
 FC0404
 FC0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0404'1.2 MI SW FROM CHARLESTON.
 FC0404'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0404'CHARLESTON SCHOOL AT CHARLESTON, ON THE NORTHEAST SLOPE AND NEAR
 FC0404'THE FOOT OF A SHORT HILL, SET IN THE TOP OF THE NORTHEAST END
 FC0404'OF THE NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 FC0404'19 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FC0404'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 2 FEET
 FC0404'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0526 ***********************************************************************
 FC0526  DESIGNATION -  A 258
 FC0526  PID         -  FC0526
 FC0526  STATE/COUNTY-  TN/MCMINN
 FC0526  USGS QUAD   -  ATHENS (1990)
 FC0526
 FC0526                         *CURRENT SURVEY CONTROL
 FC0526  ___________________________________________________________________
 FC0526* NAD 83(1986)-  35 29 25.     (N)    084 34 46.     (W)     SCALED    
 FC0526* NAVD 88     -       274.324  (meters)     900.01   (feet)  ADJUSTED  
 FC0526  ___________________________________________________________________
 FC0526  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0526  DYNAMIC HT  -         274.055 (meters)     899.13  (feet)  COMP
 FC0526  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 FC0526
 FC0526  VERT ORDER  -  FIRST     CLASS I
 FC0526
 FC0526.The horizontal coordinates were scaled from a topographic map and have
 FC0526.an estimated accuracy of +/- 6 seconds.
 FC0526
 FC0526.The orthometric height was determined by differential leveling
 FC0526.and adjusted by the National Geodetic Survey in June 1991..
 FC0526
 FC0526.The geoid height was determined by GEOID03.
 FC0526
 FC0526.The dynamic height is computed by dividing the NAVD 88
 FC0526.geopotential number by the normal gravity value computed on the
 FC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0526.degrees latitude (g = 980.6199 gals.).
 FC0526
 FC0526.The modeled gravity was interpolated from observed gravity values.
 FC0526
 FC0526;                    North         East    Units  Estimated Accuracy
 FC0526;SPC TN       -   129,300.      728,890.      MT  (+/- 180 meters Scaled)
 FC0526
 FC0526                          SUPERSEDED SURVEY CONTROL
 FC0526
 FC0526  NGVD 29 (??/??/92)  274.382  (m)          900.20   (f) ADJ UNCH    1 1
 FC0526
 FC0526.Superseded values are not recommended for survey control.
 FC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0526.See file dsdata.txt to determine how the superseded data were derived.
 FC0526
 FC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195301(NAD 83)
 FC0526_MARKER: DB = BENCH MARK DISK
 FC0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0526_SP_SET: CULVERT
 FC0526_STAMPING: A 258 1968
 FC0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0526
 FC0526  HISTORY     - Date     Condition        Report By
 FC0526  HISTORY     - 1968     MONUMENTED       CGS
 FC0526
 FC0526                          STATION DESCRIPTION
 FC0526
 FC0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0526'3.8 MI NE FROM ATHENS.
 FC0526'ABOUT 3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0526'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, ABOUT 0.15 MILE
 FC0526'SOUTHWEST OF THE JUNCTION OF BUSINESS ROUTE U.S. HIGHWAY 11, SET
 FC0526'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A
 FC0526'12-FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY AND
 FC0526'OVER A SMALL STREAM, 34 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 FC0526'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND ABOUT 6 FEET BELOW
 FC0526'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0018 ***********************************************************************
 FC0018  DESIGNATION -  A 259
 FC0018  PID         -  FC0018
 FC0018  STATE/COUNTY-  TN/MONROE
 FC0018  USGS QUAD   -  PHILADELPHIA (1974)
 FC0018
 FC0018                         *CURRENT SURVEY CONTROL
 FC0018  ___________________________________________________________________
 FC0018* NAD 83(1986)-  35 37 35.     (N)    084 26 49.     (W)     SCALED    
 FC0018* NAVD 88     -       273.411  (meters)     897.02   (feet)  ADJUSTED  
 FC0018  ___________________________________________________________________
 FC0018  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0018  DYNAMIC HT  -         273.147 (meters)     896.15  (feet)  COMP
 FC0018  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC0018
 FC0018  VERT ORDER  -  FIRST     CLASS I
 FC0018
 FC0018.The horizontal coordinates were scaled from a topographic map and have
 FC0018.an estimated accuracy of +/- 6 seconds.
 FC0018
 FC0018.The orthometric height was determined by differential leveling
 FC0018.and adjusted by the National Geodetic Survey in June 1991..
 FC0018
 FC0018.The geoid height was determined by GEOID03.
 FC0018
 FC0018.The dynamic height is computed by dividing the NAVD 88
 FC0018.geopotential number by the normal gravity value computed on the
 FC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0018.degrees latitude (g = 980.6199 gals.).
 FC0018
 FC0018.The modeled gravity was interpolated from observed gravity values.
 FC0018
 FC0018;                    North         East    Units  Estimated Accuracy
 FC0018;SPC TN       -   144,580.      740,670.      MT  (+/- 180 meters Scaled)
 FC0018
 FC0018                          SUPERSEDED SURVEY CONTROL
 FC0018
 FC0018  NGVD 29 (??/??/92)  273.489  (m)          897.27   (f) ADJ UNCH    1 1
 FC0018
 FC0018.Superseded values are not recommended for survey control.
 FC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0018.See file dsdata.txt to determine how the superseded data were derived.
 FC0018
 FC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE312455(NAD 83)
 FC0018_MARKER: DB = BENCH MARK DISK
 FC0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0018_SP_SET: PIER
 FC0018_STAMPING: A 259 1968
 FC0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0018
 FC0018  HISTORY     - Date     Condition        Report By
 FC0018  HISTORY     - 1968     MONUMENTED       CGS
 FC0018
 FC0018                          STATION DESCRIPTION
 FC0018
 FC0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0018'2.3 MI NE FROM SWEETWATER.
 FC0018'ABOUT 2.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0018'STATION AT SWEETWATER, ABOUT 0.25 MILE NORTH OF MILEPOST 170,
 FC0018'SET VERTICALLY IN THE EAST FACE OF THE NORTH LEG OF THE WEST
 FC0018'PIER UNDER U.S. HIGHWAY 11 OVERPASS OVER THE TRACK, 15.4 FEET
 FC0018'WEST OF THE WEST RAIL, 3 FEET ABOVE THE LEVEL OF THE GROUND AND
 FC0018'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0087 ***********************************************************************
 FC0087  DESIGNATION -  A 260
 FC0087  PID         -  FC0087
 FC0087  STATE/COUNTY-  TN/KNOX
 FC0087  USGS QUAD   -  CONCORD (1984)
 FC0087
 FC0087                         *CURRENT SURVEY CONTROL
 FC0087  ___________________________________________________________________
 FC0087* NAD 83(1986)-  35 51 01.     (N)    084 10 02.     (W)     SCALED    
 FC0087* NAVD 88     -       252.418  (meters)     828.14   (feet)  ADJUSTED  
 FC0087  ___________________________________________________________________
 FC0087  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0087  DYNAMIC HT  -         252.181 (meters)     827.36  (feet)  COMP
 FC0087  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FC0087
 FC0087  VERT ORDER  -  FIRST     CLASS I
 FC0087
 FC0087.The horizontal coordinates were scaled from a topographic map and have
 FC0087.an estimated accuracy of +/- 6 seconds.
 FC0087
 FC0087.The orthometric height was determined by differential leveling
 FC0087.and adjusted by the National Geodetic Survey in June 1991..
 FC0087
 FC0087.The geoid height was determined by GEOID03.
 FC0087
 FC0087.The dynamic height is computed by dividing the NAVD 88
 FC0087.geopotential number by the normal gravity value computed on the
 FC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0087.degrees latitude (g = 980.6199 gals.).
 FC0087
 FC0087.The modeled gravity was interpolated from observed gravity values.
 FC0087
 FC0087;                    North         East    Units  Estimated Accuracy
 FC0087;SPC TN       -   169,850.      765,540.      MT  (+/- 180 meters Scaled)
 FC0087
 FC0087                          SUPERSEDED SURVEY CONTROL
 FC0087
 FC0087  NGVD 29 (??/??/92)  252.539  (m)          828.54   (f) ADJ UNCH    1 1
 FC0087
 FC0087.Superseded values are not recommended for survey control.
 FC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0087.See file dsdata.txt to determine how the superseded data were derived.
 FC0087
 FC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE558710(NAD 83)
 FC0087_MARKER: DB = BENCH MARK DISK
 FC0087_SETTING: 66 = SET IN ROCK OUTCROP
 FC0087_SP_SET: ROCK CUT
 FC0087_STAMPING: A 260 1968
 FC0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0087+STABILITY: POSITION/ELEVATION WELL
 FC0087
 FC0087  HISTORY     - Date     Condition        Report By
 FC0087  HISTORY     - 1968     MONUMENTED       CGS
 FC0087
 FC0087                          STATION DESCRIPTION
 FC0087
 FC0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0087'2 MI SW FROM CONCORD.
 FC0087'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 FC0087'THE POST OFFICE AT CONCORD, ABOUT 0.1 MILE EAST OF THE RAILWAY
 FC0087'BRIDGE OVER LITTLE TURKEY CREEK, 75 FEET WEST OF MILEPOST 147,
 FC0087'SET IN THE TOP AND NEAR THE CENTER OF A ROCK THAT IS ABOUT 25
 FC0087'FEET LONG BY 5 FEET HIGH AND IS PART OF A LONG LOW CUT, 16.3
 FC0087'FEET NORTH OF THE NORTH RAIL AND ABOUT 3 FEET ABOVE THE LEVEL
 FC0087'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0471 ***********************************************************************
 FF0471  DESIGNATION -  A 261
 FF0471  PID         -  FF0471
 FF0471  STATE/COUNTY-  TN/SHELBY
 FF0471  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0471
 FF0471                         *CURRENT SURVEY CONTROL
 FF0471  ___________________________________________________________________
 FF0471* NAD 83(1986)-  35 02 54.     (N)    090 03 45.     (W)     SCALED    
 FF0471* NAVD 88     -        82.611  (meters)     271.03   (feet)  ADJUSTED  
 FF0471  ___________________________________________________________________
 FF0471  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0471  DYNAMIC HT  -          82.535 (meters)     270.78  (feet)  COMP
 FF0471  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FF0471
 FF0471  VERT ORDER  -  FIRST     CLASS I
 FF0471
 FF0471.The horizontal coordinates were scaled from a topographic map and have
 FF0471.an estimated accuracy of +/- 6 seconds.
 FF0471
 FF0471.The orthometric height was determined by differential leveling
 FF0471.and adjusted by the National Geodetic Survey in June 1991..
 FF0471
 FF0471.The geoid height was determined by GEOID03.
 FF0471
 FF0471.The dynamic height is computed by dividing the NAVD 88
 FF0471.geopotential number by the normal gravity value computed on the
 FF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0471.degrees latitude (g = 980.6199 gals.).
 FF0471
 FF0471.The modeled gravity was interpolated from observed gravity values.
 FF0471
 FF0471;                    North         East    Units  Estimated Accuracy
 FF0471;SPC TN       -    87,020.      229,450.      MT  (+/- 180 meters Scaled)
 FF0471
 FF0471                          SUPERSEDED SURVEY CONTROL
 FF0471
 FF0471  NGVD 29 (??/??/??)   82.586  (m)          270.95   (f) ADJUSTED    1 1
 FF0471
 FF0471.Superseded values are not recommended for survey control.
 FF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0471.See file dsdata.txt to determine how the superseded data were derived.
 FF0471
 FF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU679823(NAD 83)
 FF0471_MARKER: DB = BENCH MARK DISK
 FF0471_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0471+WITH SETTING: INTO GROUND
 FF0471_STAMPING: A 261 1974
 FF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0471+STABILITY: SURFACE MOTION
 FF0471
 FF0471  HISTORY     - Date     Condition        Report By
 FF0471  HISTORY     - 1974     MONUMENTED       NGS
 FF0471  HISTORY     - 19911112 MARK NOT FOUND   NGS
 FF0471  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0471
 FF0471                          STATION DESCRIPTION
 FF0471
 FF0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0471'2.2 MI SW FROM MEMPHIS.
 FF0471'ABOUT 2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD
 FF0471'STREET) FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, 278 FEET
 FF0471'NORTHEAST OF THE CENTER LINE OF FAIRWAY AVENUE, 45 FEET NORTHWEST
 FF0471'OF THE CENTER LINE OF THE HIGHWAY, 142 FEET EAST OF THE EAST
 FF0471'CORNER OF APARTMENT BUILDING 3681, 3 FEET NORTHEAST OF A POWER
 FF0471'POLE BEARING A STREET LIGHT, 3.2 FEET SOUTHEAST OF THE SOUTHEAST
 FF0471'EDGE OF A CONCRETE SIDEWALK, 2 FEET NORTHWEST OF THE NORTHWEST
 FF0471'CURBLINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 FF0471'1/2 FOOT ABOVE LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT
 FF0471'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 FF0471'THE DISK IS 1-INCH BELOW LEVEL OF THE GROUND AND PROTECTED BY
 FF0471'A 4-INCH IRON PIPE FLUSH WITH THE GROUND.
 FF0471
 FF0471                          STATION RECOVERY (1991)
 FF0471
 FF0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0471'MARK NOT FOUND.
 FF0471
 FF0471                          STATION RECOVERY (1992)
 FF0471
 FF0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0471'THE HIGHWAY HAS BEEN EXPANDED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1373 ***********************************************************************
 FE1373  DESIGNATION -  A 262
 FE1373  PID         -  FE1373
 FE1373  STATE/COUNTY-  TN/SHELBY
 FE1373  USGS QUAD   -  MUNFORD (1983)
 FE1373
 FE1373                         *CURRENT SURVEY CONTROL
 FE1373  ___________________________________________________________________
 FE1373* NAD 83(1986)-  35 23 07.     (N)    089 51 37.     (W)     SCALED    
 FE1373* NAVD 88     -       107.456  (meters)     352.55   (feet)  ADJUSTED  
 FE1373  ___________________________________________________________________
 FE1373  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1373  DYNAMIC HT  -         107.361 (meters)     352.23  (feet)  COMP
 FE1373  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FE1373
 FE1373  VERT ORDER  -  FIRST     CLASS I
 FE1373
 FE1373.The horizontal coordinates were scaled from a topographic map and have
 FE1373.an estimated accuracy of +/- 6 seconds.
 FE1373
 FE1373.The orthometric height was determined by differential leveling
 FE1373.and adjusted by the National Geodetic Survey in June 1991..
 FE1373
 FE1373.The geoid height was determined by GEOID03.
 FE1373
 FE1373.The dynamic height is computed by dividing the NAVD 88
 FE1373.geopotential number by the normal gravity value computed on the
 FE1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1373.degrees latitude (g = 980.6199 gals.).
 FE1373
 FE1373.The modeled gravity was interpolated from observed gravity values.
 FE1373
 FE1373;                    North         East    Units  Estimated Accuracy
 FE1373;SPC TN       -   123,630.      249,360.      MT  (+/- 180 meters Scaled)
 FE1373
 FE1373                          SUPERSEDED SURVEY CONTROL
 FE1373
 FE1373  NGVD 29 (??/??/??)  107.422  (m)          352.43   (f) ADJUSTED    1 1
 FE1373
 FE1373.Superseded values are not recommended for survey control.
 FE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1373.See file dsdata.txt to determine how the superseded data were derived.
 FE1373
 FE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE401195(NAD 83)
 FE1373_MARKER: DV = VERTICAL CONTROL DISK
 FE1373_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1373+WITH SETTING: INTO GROUND
 FE1373_SP_SET: METAL ROD WITH BASE PLATE
 FE1373_STAMPING: A 262 1974
 FE1373_MARK LOGO: NGS   
 FE1373_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1373+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1373
 FE1373  HISTORY     - Date     Condition        Report By
 FE1373  HISTORY     - 1974     MONUMENTED       NGS
 FE1373  HISTORY     - 19920115 GOOD             NGS
 FE1373  HISTORY     - 20021003 GOOD             USACE
 FE1373
 FE1373                          STATION DESCRIPTION
 FE1373
 FE1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1373'4.4 MI NE FROM MILLINGTON.
 FE1373'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1373'WITH NAVY ROAD AT MILLINGTON, AT THE JUNCTION WITH MATHEWS
 FE1373'ROAD (PAVED) LEADING SOUTHEAST TO SMALL COMMUNITY OF KERRVILLE,
 FE1373'0.65 MILE SOUTHWEST OF THE TIPTON-SHELBY COUNTY LINE, 109 FEET
 FE1373'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S.
 FE1373'HIGHWAY 51, 145 FEET SOUTHWEST OF A POWER POLE BRACED BY A GUY
 FE1373'WIRE AND SUPPORTING A TRANSFORMER, 132 FEET SOUTHWEST OF THE
 FE1373'CENTER LINE OF A PAVED DRIVEWAY, 6.3 FEET SOUTHEAST OF A CONCRETE
 FE1373'R.O.W. MARKER, 1.2 FEET SOUTHEAST OF A FENCE, 0.6 FOOT NORTHEAST
 FE1373'OF A METAL WITNESS POST, 10 FEET ABOVE THE HIGHWAY AND ON THE TOP
 FE1373'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE1373'BASE PLATE.  THE DISK IS 1-INCH BELOW GROUND AND PROTECTED BY A
 FE1373'4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1373
 FE1373                          STATION RECOVERY (1992)
 FE1373
 FE1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1373'6.7 KM (4.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1373'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 43.3 M (142.1 FT)
 FE1373'SOUTHWEST OF THE EXTENDED CENTER OF MATHEWS ROAD, 44.2 M (145.0 FT)
 FE1373'SOUTHWEST OF A UTILITY POLE WITH A SECURITY LIGHT, TRANSFORMER NUMBER
 FE1373'1 4482 12 AND A GUY CABLE, 40.2 M (131.9 FT) SOUTHWEST OF THE CENTER
 FE1373'OF A PAVED DRIVEWAY, 33.3 M (109.3 FT) NORTHWEST OF THE CENTERLINE OF
 FE1373'THE SOUTHWEST-BOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) ABOVE THE
 FE1373'LEVEL OF THE HIGHWAY, 1.9 M (6.2 FT) SOUTHEAST OF A RIGHT-OF-WAY
 FE1373'MARKER, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND 0.2 M (0.7 FT)
 FE1373'NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 FE1373'PVC PIPE RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 FE1373
 FE1373                          STATION RECOVERY (2002)
 FE1373
 FE1373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1720 ***********************************************************************
 FE1720  DESIGNATION -  A 263
 FE1720  PID         -  FE1720
 FE1720  STATE/COUNTY-  TN/LAUDERDALE
 FE1720  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1720
 FE1720                         *CURRENT SURVEY CONTROL
 FE1720  ___________________________________________________________________
 FE1720* NAD 83(1986)-  35 39 23.     (N)    089 35 41.     (W)     SCALED    
 FE1720* NAVD 88     -        88.573  (meters)     290.59   (feet)  ADJUSTED  
 FE1720  ___________________________________________________________________
 FE1720  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1720  DYNAMIC HT  -          88.498 (meters)     290.35  (feet)  COMP
 FE1720  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 FE1720
 FE1720  VERT ORDER  -  FIRST     CLASS I
 FE1720
 FE1720.The horizontal coordinates were scaled from a topographic map and have
 FE1720.an estimated accuracy of +/- 6 seconds.
 FE1720
 FE1720.The orthometric height was determined by differential leveling
 FE1720.and adjusted by the National Geodetic Survey in June 1991..
 FE1720
 FE1720.The geoid height was determined by GEOID03.
 FE1720
 FE1720.The dynamic height is computed by dividing the NAVD 88
 FE1720.geopotential number by the normal gravity value computed on the
 FE1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1720.degrees latitude (g = 980.6199 gals.).
 FE1720
 FE1720.The modeled gravity was interpolated from observed gravity values.
 FE1720
 FE1720;                    North         East    Units  Estimated Accuracy
 FE1720;SPC TN       -   152,770.      274,580.      MT  (+/- 180 meters Scaled)
 FE1720
 FE1720                          SUPERSEDED SURVEY CONTROL
 FE1720
 FE1720  NGVD 29 (??/??/??)   88.537  (m)          290.48   (f) ADJUSTED    1 1
 FE1720
 FE1720.Superseded values are not recommended for survey control.
 FE1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1720.See file dsdata.txt to determine how the superseded data were derived.
 FE1720
 FE1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE651489(NAD 83)
 FE1720_MARKER: DB = BENCH MARK DISK
 FE1720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1720_SP_SET: 48 FEET
 FE1720_STAMPING: A 263 1974
 FE1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1720+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1720
 FE1720  HISTORY     - Date     Condition        Report By
 FE1720  HISTORY     - 1974     MONUMENTED       NGS
 FE1720  HISTORY     - 20020808 GOOD             USACE
 FE1720
 FE1720                          STATION DESCRIPTION
 FE1720
 FE1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1720'2.5 MI SW FROM HENNING.
 FE1720'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1720'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 1.7 MILES
 FE1720'SOUTH-SOUTHWEST ALONG THE NEW 4 LANES OF U.S. HIGHWAY 51, ABOUT
 FE1720'0.15 MILE NORTHEAST OF THE BATH HOUSE AT A ROADSIDE PARK, AT THE
 FE1720'JUNCTION WITH A NEW ASPHALT ROAD LEADING SOUTH-SOUTHEAST TO
 FE1720'ILLINOIS CENTRAL RAILROAD, 167 FEET SOUTHEAST OF THE SOUTHEAST
 FE1720'LANE OF NEW U.S. HIGHWAY 51, 71.3 FEET SOUTHEAST OF A FIRE
 FE1720'HYDRANT, 55 FEET SOUTHEAST OF TELEPHONE CABLE PEDESTAL 48, 57 FEET
 FE1720'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 1.8 FEET EAST
 FE1720'OF A 2 1/2 FOOT PIPE POST DIVIDING CHAIN LINK FENCE FROM A WOVEN
 FE1720'WIRE FENCE, 0.8 FEET NORTHEAST OF CHAIN LINK FENCE, 0.3 FOOT
 FE1720'SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE
 FE1720'HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH BELOW
 FE1720'GROUND AND PROTECTED BY A 4-INCH IRON PIPE THAT IS FLUSH WITH THE
 FE1720'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE1720
 FE1720                          STATION RECOVERY (2002)
 FE1720
 FE1720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1536 ***********************************************************************
 FE1536  DESIGNATION -  A 264
 FE1536  PID         -  FE1536
 FE1536  STATE/COUNTY-  TN/LAUDERDALE
 FE1536  USGS QUAD   -  CHIC (1983)
 FE1536
 FE1536                         *CURRENT SURVEY CONTROL
 FE1536  ___________________________________________________________________
 FE1536* NAD 83(1986)-  35 54 34.     (N)    089 38 16.     (W)     SCALED    
 FE1536* NAVD 88     -        79.780  (meters)     261.74   (feet)  ADJUSTED  
 FE1536  ___________________________________________________________________
 FE1536  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1536  DYNAMIC HT  -          79.713 (meters)     261.53  (feet)  COMP
 FE1536  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1536
 FE1536  VERT ORDER  -  FIRST     CLASS I
 FE1536
 FE1536.The horizontal coordinates were scaled from a topographic map and have
 FE1536.an estimated accuracy of +/- 6 seconds.
 FE1536
 FE1536.The orthometric height was determined by differential leveling
 FE1536.and adjusted by the National Geodetic Survey in June 1991..
 FE1536
 FE1536.The geoid height was determined by GEOID03.
 FE1536
 FE1536.The dynamic height is computed by dividing the NAVD 88
 FE1536.geopotential number by the normal gravity value computed on the
 FE1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1536.degrees latitude (g = 980.6199 gals.).
 FE1536
 FE1536.The modeled gravity was interpolated from observed gravity values.
 FE1536
 FE1536;                    North         East    Units  Estimated Accuracy
 FE1536;SPC TN       -   180,970.      271,720.      MT  (+/- 180 meters Scaled)
 FE1536
 FE1536                          SUPERSEDED SURVEY CONTROL
 FE1536
 FE1536  NGVD 29 (??/??/??)   79.721  (m)          261.55   (f) ADJUSTED    1 1
 FE1536
 FE1536.Superseded values are not recommended for survey control.
 FE1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1536.See file dsdata.txt to determine how the superseded data were derived.
 FE1536
 FE1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE619771(NAD 83)
 FE1536_MARKER: DB = BENCH MARK DISK
 FE1536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1536_SP_SET: 48 FEET
 FE1536_STAMPING: A 264 1974
 FE1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1536
 FE1536  HISTORY     - Date     Condition        Report By
 FE1536  HISTORY     - 1974     MONUMENTED       NGS
 FE1536
 FE1536                          STATION DESCRIPTION
 FE1536
 FE1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1536'14.6 MI W FROM HALLS.
 FE1536'ABOUT 14.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1536'BAPTIST CHURCH AT HALLS, ABOUT 0.3 MILE SOUTH OF THE DEAD END
 FE1536'OF STATE HIGHWAY 88, ALONG A FARM ROAD LEADING TO A GRAY SHINGLED
 FE1536'HOUSE BETWEEN TWO LARGE PLOWED FIELDS, 46.9 FEET NORTHWEST OF
 FE1536'THE NORTHWEST CORNER OF A GRAY SHINGLED HOUSE, 99.8 FEET NORTH
 FE1536'OF TAMM BEND 1972, 8.9 FEET SOUTH OF A POWER POLE WITH
 FE1536'TRANSFORMER, 20.4 FEET WEST OF TAMM BEND RM 1, 0.2 FOOT BELOW
 FE1536'LEVEL OF THE GROUND AND ON TOP OF A COPPER COATED STEEL ROD,
 FE1536'2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH IRON PIPE THAT
 FE1536'IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 FE1536'48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1134 ***********************************************************************
 GD1134  DESIGNATION -  A 265
 GD1134  PID         -  GD1134
 GD1134  STATE/COUNTY-  TN/DYER
 GD1134  USGS QUAD   -  MISTON (1983)
 GD1134
 GD1134                         *CURRENT SURVEY CONTROL
 GD1134  ___________________________________________________________________
 GD1134* NAD 83(1986)-  36 09 32.     (N)    089 26 11.     (W)     SCALED    
 GD1134* NAVD 88     -        83.292  (meters)     273.27   (feet)  ADJUSTED  
 GD1134  ___________________________________________________________________
 GD1134  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1134  DYNAMIC HT  -          83.223 (meters)     273.04  (feet)  COMP
 GD1134  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 GD1134
 GD1134  VERT ORDER  -  FIRST     CLASS I
 GD1134
 GD1134.The horizontal coordinates were scaled from a topographic map and have
 GD1134.an estimated accuracy of +/- 6 seconds.
 GD1134
 GD1134.The orthometric height was determined by differential leveling
 GD1134.and adjusted by the National Geodetic Survey in June 1991..
 GD1134
 GD1134.The geoid height was determined by GEOID03.
 GD1134
 GD1134.The dynamic height is computed by dividing the NAVD 88
 GD1134.geopotential number by the normal gravity value computed on the
 GD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1134.degrees latitude (g = 980.6199 gals.).
 GD1134
 GD1134.The modeled gravity was interpolated from observed gravity values.
 GD1134
 GD1134;                    North         East    Units  Estimated Accuracy
 GD1134;SPC TN       -   207,970.      290,860.      MT  (+/- 180 meters Scaled)
 GD1134
 GD1134                          SUPERSEDED SURVEY CONTROL
 GD1134
 GD1134  NGVD 29 (??/??/??)   83.217  (m)          273.02   (f) ADJUSTED    1 1
 GD1134
 GD1134.Superseded values are not recommended for survey control.
 GD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1134.See file dsdata.txt to determine how the superseded data were derived.
 GD1134
 GD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF808043(NAD 83)
 GD1134_MARKER: DB = BENCH MARK DISK
 GD1134_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1134+WITH SETTING: INTO GROUND
 GD1134_STAMPING: A 265 1974
 GD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1134+STABILITY: SURFACE MOTION
 GD1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1134+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1134
 GD1134  HISTORY     - Date     Condition        Report By
 GD1134  HISTORY     - 1974     MONUMENTED       NGS
 GD1134  HISTORY     - 20020802 GOOD             USACE
 GD1134
 GD1134                          STATION DESCRIPTION
 GD1134
 GD1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1134'IN BOGOTA.
 GD1134'AT BOGOTA, AT THE JUNCTION OF STATE HIGHWAY 78 AND STATE HIGHWAY 103
 GD1134'AND A POWER LINE CROSSING, 62.4 FEET NORTHEAST OF THE JUNCTION, 60.1
 GD1134'FEET EAST-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 78, 43.2 FEET
 GD1134'NORTH-NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 1.6
 GD1134'FEET NORTH-NORTHWEST OF A POWER POLE WITH TWO GUY WIRES AND WITNESS
 GD1134'SIGN, 21.8 FEET SOUTH-SOUTHEAST OF THE NORTHWEST GUY WIRE, 1.5 FEET
 GD1134'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 GD1134'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2
 GD1134'FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH
 GD1134'WITH THE GROUND.
 GD1134
 GD1134                          STATION RECOVERY (2002)
 GD1134
 GD1134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1630 ***********************************************************************
 GC1630  DESIGNATION -  A 27
 GC1630  PID         -  GC1630
 GC1630  STATE/COUNTY-  TN/HUMPHREYS
 GC1630  USGS QUAD   -  WAVERLY (1987)
 GC1630
 GC1630                         *CURRENT SURVEY CONTROL
 GC1630  ___________________________________________________________________
 GC1630* NAD 83(1986)-  36 03 56.     (N)    087 46 54.     (W)     SCALED    
 GC1630* NAVD 88     -       143.038  (meters)     469.28   (feet)  ADJUSTED  
 GC1630  ___________________________________________________________________
 GC1630  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1630  DYNAMIC HT  -         142.914 (meters)     468.88  (feet)  COMP
 GC1630  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 GC1630
 GC1630  VERT ORDER  -  SECOND    CLASS 0
 GC1630
 GC1630.The horizontal coordinates were scaled from a topographic map and have
 GC1630.an estimated accuracy of +/- 6 seconds.
 GC1630
 GC1630.The orthometric height was determined by differential leveling
 GC1630.and adjusted by the National Geodetic Survey in June 1991..
 GC1630
 GC1630.The geoid height was determined by GEOID03.
 GC1630
 GC1630.The dynamic height is computed by dividing the NAVD 88
 GC1630.geopotential number by the normal gravity value computed on the
 GC1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1630.degrees latitude (g = 980.6199 gals.).
 GC1630
 GC1630.The modeled gravity was interpolated from observed gravity values.
 GC1630
 GC1630;                    North         East    Units  Estimated Accuracy
 GC1630;SPC TN       -   193,650.      439,510.      MT  (+/- 180 meters Scaled)
 GC1630
 GC1630                          SUPERSEDED SURVEY CONTROL
 GC1630
 GC1630  NGVD 29 (??/??/92)  143.068  (m)          469.38   (f) ADJ UNCH    2 0
 GC1630
 GC1630.Superseded values are not recommended for survey control.
 GC1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1630.See file dsdata.txt to determine how the superseded data were derived.
 GC1630
 GC1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE296915(NAD 83)
 GC1630_MARKER: DB = BENCH MARK DISK
 GC1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1630_STAMPING: A 27 1934
 GC1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1630+STABILITY: SURFACE MOTION
 GC1630
 GC1630  HISTORY     - Date     Condition        Report By
 GC1630  HISTORY     - 1934     MONUMENTED       CGS
 GC1630  HISTORY     - 1947     GOOD             NGS
 GC1630  HISTORY     - 1972     GOOD             TVA
 GC1630
 GC1630                          STATION DESCRIPTION
 GC1630
 GC1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1630'1.5 MI S FROM WAVERLY.
 GC1630'1.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 GC1630'WAVERLY, ABOUT 1/4 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL
 GC1630'ROAD LEADING NORTH, AT THE DONALD D. DAVIS RESIDENCE, 60 FEET
 GC1630'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF THE
 GC1630'WEST CORNER OF THE BARN, 32 FEET SOUTH OF THE SOUTH CORNER OF THE
 GC1630'HOUSE PORCH, 1.5 FEET SOUTHWEST OF THE STONE MASONRY FENCE AROUND
 GC1630'THE YARD, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND IN THE TOP
 GC1630'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 GC1630
 GC1630                          STATION RECOVERY (1972)
 GC1630
 GC1630'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1354 ***********************************************************************
 GC1354  DESIGNATION -  A 28
 GC1354  PID         -  GC1354
 GC1354  STATE/COUNTY-  TN/DICKSON
 GC1354  USGS QUAD   -  DICKSON (1986)
 GC1354
 GC1354                         *CURRENT SURVEY CONTROL
 GC1354  ___________________________________________________________________
 GC1354* NAD 83(1986)-  36 04 11.     (N)    087 22 41.     (W)     SCALED    
 GC1354* NAVD 88     -       248.452  (meters)     815.13   (feet)  ADJUSTED  
 GC1354  ___________________________________________________________________
 GC1354  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1354  DYNAMIC HT  -         248.234 (meters)     814.41  (feet)  COMP
 GC1354  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GC1354
 GC1354  VERT ORDER  -  FIRST     CLASS II
 GC1354
 GC1354.The horizontal coordinates were scaled from a topographic map and have
 GC1354.an estimated accuracy of +/- 6 seconds.
 GC1354
 GC1354.The orthometric height was determined by differential leveling
 GC1354.and adjusted by the National Geodetic Survey in June 1991..
 GC1354
 GC1354.The geoid height was determined by GEOID03.
 GC1354
 GC1354.The dynamic height is computed by dividing the NAVD 88
 GC1354.geopotential number by the normal gravity value computed on the
 GC1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1354.degrees latitude (g = 980.6199 gals.).
 GC1354
 GC1354.The modeled gravity was interpolated from observed gravity values.
 GC1354
 GC1354;                    North         East    Units  Estimated Accuracy
 GC1354;SPC TN       -   193,530.      475,870.      MT  (+/- 180 meters Scaled)
 GC1354
 GC1354                          SUPERSEDED SURVEY CONTROL
 GC1354
 GC1354  NGVD 29 (??/??/92)  248.447  (m)          815.11   (f) ADJ UNCH    1 2
 GC1354
 GC1354.Superseded values are not recommended for survey control.
 GC1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1354.See file dsdata.txt to determine how the superseded data were derived.
 GC1354
 GC1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE659917(NAD 83)
 GC1354_MARKER: DB = BENCH MARK DISK
 GC1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1354_STAMPING: 815.399 A 28 1934
 GC1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1354+STABILITY: SURFACE MOTION
 GC1354
 GC1354  HISTORY     - Date     Condition        Report By
 GC1354  HISTORY     - 1934     MONUMENTED       CGS
 GC1354  HISTORY     - 1948     GOOD             NGS
 GC1354
 GC1354                          STATION DESCRIPTION
 GC1354
 GC1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1354'0.8 MI E FROM DICKSON.
 GC1354'0.75 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1354'RAILWAY FROM THE STATION AT DICKSON, ABOUT 1.5 MILES WEST OF THE
 GC1354'STATION AT COLESBURG, AT THE EAST EDGE OF TOWN, OPPOSITE A
 GC1354'POINT MIDWAY BETWEEN POLES 40+31 AND 40+32, 53.5 FEET SOUTH OF THE
 GC1354'SOUTH RAIL OF THE TRACK, 69 FEET NORTHWEST OF THE NORTHWEST
 GC1354'CORNER OF THE MIDDLE ONE OF FIVE SECTION HOUSES, 77.5 FEET
 GC1354'NORTHEAST OF THE NORTHEAST CORNER OF THE SECOND HOUSE FROM WEST
 GC1354'END OF THE ROW OF HOUSES, ABOUT 11 FEET SOUTH OF THE ROW OF
 GC1354'POLES, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1354'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1354'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0728 ***********************************************************************
 FD0728  DESIGNATION -  A 29
 FD0728  PID         -  FD0728
 FD0728  STATE/COUNTY-  TN/HICKMAN
 FD0728  USGS QUAD   -  CENTERVILLE (1987)
 FD0728
 FD0728                         *CURRENT SURVEY CONTROL
 FD0728  ___________________________________________________________________
 FD0728* NAD 83(1986)-  35 46 35.     (N)    087 29 10.     (W)     SCALED    
 FD0728* NAVD 88     -       178.559  (meters)     585.82   (feet)  ADJUSTED  
 FD0728  ___________________________________________________________________
 FD0728  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0728  DYNAMIC HT  -         178.401 (meters)     585.30  (feet)  COMP
 FD0728  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 FD0728
 FD0728  VERT ORDER  -  SECOND    CLASS 0
 FD0728
 FD0728.The horizontal coordinates were scaled from a topographic map and have
 FD0728.an estimated accuracy of +/- 6 seconds.
 FD0728
 FD0728.The orthometric height was determined by differential leveling
 FD0728.and adjusted by the National Geodetic Survey in June 1991..
 FD0728
 FD0728.The geoid height was determined by GEOID03.
 FD0728
 FD0728.The dynamic height is computed by dividing the NAVD 88
 FD0728.geopotential number by the normal gravity value computed on the
 FD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0728.degrees latitude (g = 980.6199 gals.).
 FD0728
 FD0728.The modeled gravity was interpolated from observed gravity values.
 FD0728
 FD0728;                    North         East    Units  Estimated Accuracy
 FD0728;SPC TN       -   161,130.      465,640.      MT  (+/- 180 meters Scaled)
 FD0728
 FD0728                          SUPERSEDED SURVEY CONTROL
 FD0728
 FD0728  NGVD 29 (??/??/92)  178.544  (m)          585.77   (f) ADJ UNCH    2 0
 FD0728
 FD0728.Superseded values are not recommended for survey control.
 FD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0728.See file dsdata.txt to determine how the superseded data were derived.
 FD0728
 FD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560592(NAD 83)
 FD0728_MARKER: DB = BENCH MARK DISK
 FD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0728_STAMPING: A 29 1934
 FD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0728+STABILITY: SURFACE MOTION
 FD0728
 FD0728  HISTORY     - Date     Condition        Report By
 FD0728  HISTORY     - 1934     MONUMENTED       CGS
 FD0728
 FD0728                          STATION DESCRIPTION
 FD0728
 FD0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0728'0.7 MI NW FROM CENTERVILLE.
 FD0728'0.7 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0728'LOUIS RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 10-1/2 POLES
 FD0728'SOUTHEAST OF MILEPOST 31, 3 RAILS SOUTH OF A ROAD CROSSING,
 FD0728'75 FEET SOUTH OF A FENCE CORNER, 18 FEET WEST OF THE CENTERLINE
 FD0728'OF THE TRACK, AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK,
 FD0728'STAMPED A 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2408 ***********************************************************************
 FB2408  DESIGNATION -  A 292
 FB2408  PID         -  FB2408
 FB2408  STATE/COUNTY-  TN/KNOX
 FB2408  USGS QUAD   -  KNOXVILLE (1978)
 FB2408
 FB2408                         *CURRENT SURVEY CONTROL
 FB2408  ___________________________________________________________________
 FB2408* NAD 83(1986)-  35 57 49.     (N)    083 55 07.     (W)     SCALED    
 FB2408* NAVD 88     -       284.221  (meters)     932.48   (feet)  ADJUSTED  
 FB2408  ___________________________________________________________________
 FB2408  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2408  DYNAMIC HT  -         283.959 (meters)     931.62  (feet)  COMP
 FB2408  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FB2408
 FB2408  VERT ORDER  -  FIRST     CLASS II
 FB2408
 FB2408.The horizontal coordinates were scaled from a topographic map and have
 FB2408.an estimated accuracy of +/- 6 seconds.
 FB2408
 FB2408.The orthometric height was determined by differential leveling
 FB2408.and adjusted by the National Geodetic Survey in June 1991..
 FB2408
 FB2408.The geoid height was determined by GEOID03.
 FB2408
 FB2408.The dynamic height is computed by dividing the NAVD 88
 FB2408.geopotential number by the normal gravity value computed on the
 FB2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2408.degrees latitude (g = 980.6199 gals.).
 FB2408
 FB2408.The modeled gravity was interpolated from observed gravity values.
 FB2408
 FB2408;                    North         East    Units  Estimated Accuracy
 FB2408;SPC TN       -   182,870.      787,730.      MT  (+/- 180 meters Scaled)
 FB2408
 FB2408                          SUPERSEDED SURVEY CONTROL
 FB2408
 FB2408  NGVD 29 (12/12/91)  284.355  (m)          932.92   (f) ADJUSTED    1 2
 FB2408
 FB2408.Superseded values are not recommended for survey control.
 FB2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2408.See file dsdata.txt to determine how the superseded data were derived.
 FB2408
 FB2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367838(NAD 83)
 FB2408_MARKER: DB = BENCH MARK DISK
 FB2408_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FB2408_SP_SET: BUILDING FOUNDATION
 FB2408_STAMPING: A 292 1983
 FB2408_MARK LOGO: NGS   
 FB2408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2408+STABILITY: POSITION/ELEVATION WELL
 FB2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2408+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB2408
 FB2408  HISTORY     - Date     Condition        Report By
 FB2408  HISTORY     - 1983     MONUMENTED       NGS
 FB2408  HISTORY     - 20010322 GOOD             USPSQD
 FB2408  HISTORY     - 20060112 GOOD             USPSQD
 FB2408
 FB2408                          STATION DESCRIPTION
 FB2408
 FB2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2408'IN KNOXVILLE.
 FB2408'IN KNOXVILLE, AT THE INTERSECTION OF MARKET STREET AND CLINCH AVENUE,
 FB2408'AT THE KNOXVILLE HISTORICAL SOCIETY BUILDING, ON THE SOUTHWEST SIDE OF
 FB2408'THE BUILDING IN TOP OF THE GRANITE FOUNDATION AND NEAR THE WEST CORNER
 FB2408'OF THE BUILDING, 8.69 METERS (28.5 FT) NORTHEAST OF THE NORTHEAST CURB
 FB2408'OF MARKET STREET, 6.95 METERS (22.8 FT) SOUTHEAST OF THE SOUTHEAST
 FB2408'CURB OF CLINCH AVENUE, 1.55 METERS (5.1 FT) SOUTHEAST OF THE WEST
 FB2408'CORNER OF THE BUILDING.
 FB2408
 FB2408                          STATION RECOVERY (2001)
 FB2408
 FB2408'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2408'RECOVERED IN GOOD CONDITION.
 FB2408
 FB2408                          STATION RECOVERY (2006)
 FB2408
 FB2408'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1617 ***********************************************************************
 FC1617  DESIGNATION -  A 293
 FC1617  PID         -  FC1617
 FC1617  STATE/COUNTY-  TN/MARION
 FC1617  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1617
 FC1617                         *CURRENT SURVEY CONTROL
 FC1617  ___________________________________________________________________
 FC1617* NAD 83(1986)-  35 00 23.     (N)    085 42 28.     (W)     SCALED    
 FC1617* NAVD 88     -       189.483  (meters)     621.66   (feet)  ADJUSTED  
 FC1617  ___________________________________________________________________
 FC1617  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FC1617  DYNAMIC HT  -         189.298 (meters)     621.06  (feet)  COMP
 FC1617  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1617
 FC1617  VERT ORDER  -  FIRST     CLASS II
 FC1617
 FC1617.The horizontal coordinates were scaled from a topographic map and have
 FC1617.an estimated accuracy of +/- 6 seconds.
 FC1617
 FC1617.The orthometric height was determined by differential leveling
 FC1617.and adjusted by the National Geodetic Survey in June 1991..
 FC1617
 FC1617.The geoid height was determined by GEOID03.
 FC1617
 FC1617.The dynamic height is computed by dividing the NAVD 88
 FC1617.geopotential number by the normal gravity value computed on the
 FC1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1617.degrees latitude (g = 980.6199 gals.).
 FC1617
 FC1617.The modeled gravity was interpolated from observed gravity values.
 FC1617
 FC1617;                    North         East    Units  Estimated Accuracy
 FC1617;SPC TN       -    74,720.      626,680.      MT  (+/- 180 meters Scaled)
 FC1617
 FC1617                          SUPERSEDED SURVEY CONTROL
 FC1617
 FC1617.No superseded survey control is available for this station.
 FC1617
 FC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD179745(NAD 83)
 FC1617_MARKER: I = METAL ROD
 FC1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1617_SP_SET: STAINLESS STEEL ROD
 FC1617_STAMPING: A 293 1983
 FC1617_MARK LOGO: NGS   
 FC1617_PROJECTION: RECESSED 5 CENTIMETERS
 FC1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1617_ROD/PIPE-DEPTH: 9.1  meters
 FC1617
 FC1617  HISTORY     - Date     Condition        Report By
 FC1617  HISTORY     - 1983     MONUMENTED       NGS
 FC1617
 FC1617                          STATION DESCRIPTION
 FC1617
 FC1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1617'0.9 KM (0.55 MI) SOUTH FROM SOUTH PITTSBURG.
 FC1617'0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED STREET (ELM AVENUE) FROM THE
 FC1617'POST OFFICE IN SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 FC1617'A PAVED STREET (3RD STREET), THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG
 FC1617'U.S. HIGHWAY 72 (CEDAR AVENUE), THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 FC1617'A PAVED ROAD, THENCE 0.2 KM (0.15 MI) SOUTHERLY ALONG A PAVED ROAD,
 FC1617'7.25 METERS (23.8 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD,
 FC1617'25.76 METERS (84.5 FT) NORTH-NORTHWEST OF A RAILROAD TRACK SWITCH,
 FC1617'23.77 METERS (78.0 FT) SOUTH-SOUTHWEST OF A GRAVEL DRIVE LEADING WEST,
 FC1617'14.66 METERS (48.1 FT) NORTHWEST OF THE NORTHERNMOST RAIL OF THE
 FC1617'RAILROAD, AND 4.72 METERS (15.5 FT) NORTH-NORTHEAST OF POWERLINE POLE
 FC1617'NUMBER 7314 WITH TRANSFORMER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1617'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 FC1617'THE MARK IS 0.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1639 ***********************************************************************
 FC1639  DESIGNATION -  A 294
 FC1639  PID         -  FC1639
 FC1639  STATE/COUNTY-  TN/HAMILTON
 FC1639  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1639
 FC1639                         *CURRENT SURVEY CONTROL
 FC1639  ___________________________________________________________________
 FC1639* NAD 83(1986)-  35 02 09.     (N)    085 09 47.     (W)     SCALED    
 FC1639* NAVD 88     -       231.132  (meters)     758.31   (feet)  ADJUSTED  
 FC1639  ___________________________________________________________________
 FC1639  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1639  DYNAMIC HT  -         230.902 (meters)     757.55  (feet)  COMP
 FC1639  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1639
 FC1639  VERT ORDER  -  FIRST     CLASS II
 FC1639
 FC1639.The horizontal coordinates were scaled from a topographic map and have
 FC1639.an estimated accuracy of +/- 6 seconds.
 FC1639
 FC1639.The orthometric height was determined by differential leveling
 FC1639.and adjusted by the National Geodetic Survey in June 1991..
 FC1639
 FC1639.The geoid height was determined by GEOID03.
 FC1639
 FC1639.The dynamic height is computed by dividing the NAVD 88
 FC1639.geopotential number by the normal gravity value computed on the
 FC1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1639.degrees latitude (g = 980.6199 gals.).
 FC1639
 FC1639.The modeled gravity was interpolated from observed gravity values.
 FC1639
 FC1639;                    North         East    Units  Estimated Accuracy
 FC1639;SPC TN       -    78,270.      676,370.      MT  (+/- 180 meters Scaled)
 FC1639
 FC1639                          SUPERSEDED SURVEY CONTROL
 FC1639
 FC1639.No superseded survey control is available for this station.
 FC1639
 FC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD675785(NAD 83)
 FC1639_MARKER: I = METAL ROD
 FC1639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1639+WITH SETTING: INFORMATION.
 FC1639_SP_SET: SHALLOW SET METAL ROD
 FC1639_STAMPING: A 294 1983
 FC1639_MARK LOGO: NGS   
 FC1639_PROJECTION: FLUSH
 FC1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1639_ROD/PIPE-DEPTH: 2.4  meters
 FC1639
 FC1639  HISTORY     - Date     Condition        Report By
 FC1639  HISTORY     - 1983     MONUMENTED       NGS
 FC1639
 FC1639                          STATION DESCRIPTION
 FC1639
 FC1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1639'2.7 KM (1.7 MI) NE FROM CHATTANOOGA.
 FC1639'0.2 KM (0.15 MI) WEST ALONG EAST BRAINERD ROAD FROM THE CONCORD
 FC1639'BAPTIST CHURCH ON THE NORTHEAST EDGE OF TOWN, THENCE 2.5 KM (1.55 MI)
 FC1639'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 75, SET AT HIGHWAY MILE MARKER
 FC1639'350, 12.68 METERS (41.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FC1639'HIGHWAY, AND 6.13 METERS (20.1 FT) SOUTH-SOUTHEAST OF HIGHWAY MILE
 FC1639'MARKER 350.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1639'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 FC1639'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1610 ***********************************************************************
 FC1610  DESIGNATION -  A 295
 FC1610  PID         -  FC1610
 FC1610  STATE/COUNTY-  TN/BLOUNT
 FC1610  USGS QUAD   -  BINFIELD (1990)
 FC1610
 FC1610                         *CURRENT SURVEY CONTROL
 FC1610  ___________________________________________________________________
 FC1610* NAD 83(1986)-  35 39 51.     (N)    084 03 16.     (W)     SCALED    
 FC1610* NAVD 88     -       300.076  (meters)     984.50   (feet)  ADJUSTED  
 FC1610  ___________________________________________________________________
 FC1610  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC1610  DYNAMIC HT  -         299.791 (meters)     983.56  (feet)  COMP
 FC1610  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC1610
 FC1610  VERT ORDER  -  FIRST     CLASS II
 FC1610
 FC1610.The horizontal coordinates were scaled from a topographic map and have
 FC1610.an estimated accuracy of +/- 6 seconds.
 FC1610
 FC1610.The orthometric height was determined by differential leveling
 FC1610.and adjusted by the National Geodetic Survey in June 1991..
 FC1610
 FC1610.The geoid height was determined by GEOID03.
 FC1610
 FC1610.The dynamic height is computed by dividing the NAVD 88
 FC1610.geopotential number by the normal gravity value computed on the
 FC1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1610.degrees latitude (g = 980.6199 gals.).
 FC1610
 FC1610.The modeled gravity was interpolated from observed gravity values.
 FC1610
 FC1610;                    North         East    Units  Estimated Accuracy
 FC1610;SPC TN       -   149,410.      776,140.      MT  (+/- 180 meters Scaled)
 FC1610
 FC1610                          SUPERSEDED SURVEY CONTROL
 FC1610
 FC1610  NGVD 29 (12/12/91)  300.193  (m)          984.88   (f) ADJUSTED    1 2
 FC1610
 FC1610.Superseded values are not recommended for survey control.
 FC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1610.See file dsdata.txt to determine how the superseded data were derived.
 FC1610
 FC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE666506(NAD 83)
 FC1610_MARKER: I = METAL ROD
 FC1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1610_SP_SET: STAINLESS STEEL ROD
 FC1610_STAMPING: A 295 1983
 FC1610_MARK LOGO: NGS   
 FC1610_PROJECTION: FLUSH
 FC1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1610_ROD/PIPE-DEPTH: 12.0 meters
 FC1610
 FC1610  HISTORY     - Date     Condition        Report By
 FC1610  HISTORY     - 1983     MONUMENTED       NGS
 FC1610
 FC1610                          STATION DESCRIPTION
 FC1610
 FC1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1610'13.3 KM (8.25 MI) SW FROM MARYVILLE.
 FC1610'9.0 KM (5.6 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1610'CITY HALL IN MARYVILLE, THENCE 4.25 KM (2.65 MI) SOUTHEAST ALONG U.S.
 FC1610'HIGHWAY 129 TO THE MARK ON THE RIGHT, ON THE PROPERTY OF MR. GARDNER,
 FC1610'ALSO 18.3 KM (11.4 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1610'OFFICE IN TALLASSEE, 20.51 METERS (67.3 FT) NORTHWEST OF THE
 FC1610'CENTERLINE OF THE HIGHWAY, 27.03 METERS (88.7 FT) NORTHEAST OF THE
 FC1610'NORTHEAST CORNER OF A ONE STORY FIELD STONE AND BRICK HOUSE,
 FC1610'0.67 METER (56.0 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING
 FC1610'TO THE HOUSE, 0.67 METER (2.2 FT) SOUTH-SOUTHWEST OF UTILITY POLE A,
 FC1610'ON THE PROPERTY OF MR. GARDNER.
 FC1610'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2467 ***********************************************************************
 EH2467  DESIGNATION -  A 296
 EH2467  PID         -  EH2467
 EH2467  STATE/COUNTY-  TN/SHELBY
 EH2467  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2467
 EH2467                         *CURRENT SURVEY CONTROL
 EH2467  ___________________________________________________________________
 EH2467* NAD 83(1986)-  34 59 42.     (N)    090 12 57.     (W)     SCALED    
 EH2467* NAVD 88     -        71.733  (meters)     235.34   (feet)  ADJUSTED  
 EH2467  ___________________________________________________________________
 EH2467  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EH2467  DYNAMIC HT  -          71.667 (meters)     235.13  (feet)  COMP
 EH2467  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 EH2467
 EH2467  VERT ORDER  -  FIRST     CLASS II
 EH2467
 EH2467.The horizontal coordinates were scaled from a topographic map and have
 EH2467.an estimated accuracy of +/- 6 seconds.
 EH2467
 EH2467.The orthometric height was determined by differential leveling
 EH2467.and adjusted by the National Geodetic Survey in June 1991..
 EH2467
 EH2467.The geoid height was determined by GEOID03.
 EH2467
 EH2467.The dynamic height is computed by dividing the NAVD 88
 EH2467.geopotential number by the normal gravity value computed on the
 EH2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2467.degrees latitude (g = 980.6199 gals.).
 EH2467
 EH2467.The modeled gravity was interpolated from observed gravity values.
 EH2467
 EH2467;                    North         East    Units  Estimated Accuracy
 EH2467;SPC TN       -    81,700.      215,220.      MT  (+/- 180 meters Scaled)
 EH2467
 EH2467                          SUPERSEDED SURVEY CONTROL
 EH2467
 EH2467  NGVD 29 (??/??/??)   71.727  (m)          235.32   (f) ADJUSTED    1 2
 EH2467
 EH2467.Superseded values are not recommended for survey control.
 EH2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2467.See file dsdata.txt to determine how the superseded data were derived.
 EH2467
 EH2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU541760(NAD 83)
 EH2467_MARKER: I = METAL ROD
 EH2467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2467_SP_SET: STAINLESS STEEL ROD
 EH2467_STAMPING: A 296 1983
 EH2467_MARK LOGO: NGS   
 EH2467_PROJECTION: FLUSH
 EH2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2467+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2467_ROD/PIPE-DEPTH: 31.6 meters
 EH2467
 EH2467  HISTORY     - Date     Condition        Report By
 EH2467  HISTORY     - 1983     MONUMENTED       NGS
 EH2467  HISTORY     - 20030408 GOOD             USACE
 EH2467
 EH2467                          STATION DESCRIPTION
 EH2467
 EH2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2467'11.1 KM (6.9 MI) WNW FROM WALLS MS.
 EH2467'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2467'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2467'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 7.4 KM (4.6 MI) WEST
 EH2467'ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE TO THE MARK AT A CATTLE
 EH2467'GUARD IN THE CENTER OF THE ROAD, 8.8 METERS (29.0 FT) NORTH-NORTHEAST
 EH2467'OF CONCRETE MILEPOST NUMBER 5/6 (ACROSS THE ROAD), 2.58 METERS
 EH2467'(8.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF A RAILROAD IRON CATTLE
 EH2467'GUARD, 2.35 METERS (7.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF A
 EH2467'RAILROAD IRON CATTLE GUARD, 0.2 METER (0.6 FT) WEST-NORTHWEST OF A
 EH2467'FENCE LINE, AND 9.2 METERS (30.2 FT) WEST-NORTHWEST OF A
 EH2467'MISSISSIPPI-TENNESSEE STATE LINE GALVANIZED 4 INCH I-BEAM MARKER.
 EH2467'THE MARK IS 0.25 METERS  SSW FROM A WITNESS POST.
 EH2467'THE MARK IS 0.3 M BELOW ROAD.
 EH2467
 EH2467                          STATION RECOVERY (2003)
 EH2467
 EH2467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2113 ***********************************************************************
 FE2113  DESIGNATION -  A 297
 FE2113  PID         -  FE2113
 FE2113  STATE/COUNTY-  TN/MCNAIRY
 FE2113  USGS QUAD   -  GUYS (1983)
 FE2113
 FE2113                         *CURRENT SURVEY CONTROL
 FE2113  ___________________________________________________________________
 FE2113* NAD 83(1986)-  35 00 41.     (N)    088 31 07.     (W)     SCALED    
 FE2113* NAVD 88     -       150.736  (meters)     494.54   (feet)  ADJUSTED  
 FE2113  ___________________________________________________________________
 FE2113  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2113  DYNAMIC HT  -         150.593 (meters)     494.07  (feet)  COMP
 FE2113  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FE2113
 FE2113  VERT ORDER  -  FIRST     CLASS II
 FE2113
 FE2113.The horizontal coordinates were scaled from a topographic map and have
 FE2113.an estimated accuracy of +/- 6 seconds.
 FE2113
 FE2113.The orthometric height was determined by differential leveling
 FE2113.and adjusted by the National Geodetic Survey in June 1991..
 FE2113
 FE2113.The geoid height was determined by GEOID03.
 FE2113
 FE2113.The dynamic height is computed by dividing the NAVD 88
 FE2113.geopotential number by the normal gravity value computed on the
 FE2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2113.degrees latitude (g = 980.6199 gals.).
 FE2113
 FE2113.The modeled gravity was interpolated from observed gravity values.
 FE2113
 FE2113;                    North         East    Units  Estimated Accuracy
 FE2113;SPC TN       -    78,190.      370,130.      MT  (+/- 180 meters Scaled)
 FE2113
 FE2113                          SUPERSEDED SURVEY CONTROL
 FE2113
 FE2113.No superseded survey control is available for this station.
 FE2113
 FE2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD614753(NAD 83)
 FE2113_MARKER: I = METAL ROD
 FE2113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2113_SP_SET: STAINLESS STEEL ROD
 FE2113_STAMPING: A 297 1983
 FE2113_MARK LOGO: NGS   
 FE2113_PROJECTION: FLUSH
 FE2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2113+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 FE2113_ROD/PIPE-DEPTH: 8.53 meters
 FE2113
 FE2113  HISTORY     - Date     Condition        Report By
 FE2113  HISTORY     - 1983     MONUMENTED       NGS
 FE2113  HISTORY     - 20020409 GOOD             USACE
 FE2113
 FE2113                          STATION DESCRIPTION
 FE2113
 FE2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2113'8.8 KM (5.45 MI) NORTH FROM CORINTH MS.
 FE2113'8.8 KM (5.45 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2113'CORINTH, MISSISSIPPI TO THE MARK ON THE RIGHT, 11.73 METERS (38.5 FT)
 FE2113'EAST OF THE CENTERLINE OF THE HIGHWAY, 11.55 METERS (37.9 FT) SOUTH OF
 FE2113'THE APPROXIMATE CENTER OF AN ENTRANCE THROUGH A CHAIN LINK FENCE,
 FE2113'7.13 METERS (23.4 FT) NORTH OF THE SOUTHERNMOST GUY WIRE ANCHOR FOR A
 FE2113'POWERLINE POLE, 2.04 METERS (6.7 FT) NORTHEAST OF A POWERLINE POLE
 FE2113'WITH 2 GUY WIRES, 1.31 METERS (4.3 FT) WEST-NORTHWEST OF THE SOUTHWEST
 FE2113'CORNER POST OF A CHAIN LINK FENCE, AND 1.0 METER (3.3 FT) WEST OF THE
 FE2113'WEST SIDE OF A CHAIN LINK FENCE.
 FE2113'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2113
 FE2113                          STATION RECOVERY (2002)
 FE2113
 FE2113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2113'HWY 45 PER DESCRIPTION IS NOW OLD HWY 45 RENAMED AS HWY 145.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5280 ***********************************************************************
 DG5280  DESIGNATION -  A 297X
 DG5280  PID         -  DG5280
 DG5280  STATE/COUNTY-  TN/MCNAIRY
 DG5280  USGS QUAD   -  GUYS (1983)
 DG5280
 DG5280                         *CURRENT SURVEY CONTROL
 DG5280  ___________________________________________________________________
 DG5280* NAD 83(1995)-  35 00 44.18305(N)    088 31 10.05972(W)     ADJUSTED  
 DG5280* NAVD 88     -       150.58   (meters)     494.0    (feet)  LEVELING  
 DG5280  ___________________________________________________________________
 DG5280  X           -     135,123.071 (meters)                     COMP
 DG5280  Y           -  -5,228,000.502 (meters)                     COMP
 DG5280  Z           -   3,639,052.683 (meters)                     COMP
 DG5280  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DG5280  ELLIP HEIGHT-         122.90  (meters)          (04/05/04) GPS OBS
 DG5280  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DG5280
 DG5280  HORZ ORDER  -  B
 DG5280  VERT ORDER  -  THIRD ?
 DG5280  ELLP ORDER  -  THIRD     CLASS II
 DG5280
 DG5280.The horizontal coordinates were established by GPS observations
 DG5280.and adjusted by the National Geodetic Survey in April 2004..
 DG5280
 DG5280.The orthometric height was determined by differential leveling.
 DG5280.The vertical network tie was performed by a horz. field party for horz.
 DG5280.obs reductions. Reset procedures were used to establish the elevation.
 DG5280
 DG5280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5280
 DG5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5280
 DG5280.The ellipsoidal height was determined by GPS observations
 DG5280.and is referenced to NAD 83.
 DG5280
 DG5280.The geoid height was determined by GEOID03.
 DG5280
 DG5280;                    North         East     Units Scale Factor Converg.
 DG5280;SPC TN       -    78,289.787   370,051.159   MT  1.00005045   -1 28 30.0
 DG5280;SPC TN       -   256,855.74  1,214,076.18   sFT  1.00005045   -1 28 30.0
 DG5280;UTM  16      - 3,875,458.985   361,361.773   MT  0.99983689   -0 52 19.0
 DG5280
 DG5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5280!SPC TN       -   0.99998071  x   1.00005045  =   1.00003116
 DG5280!UTM  16      -   0.99998071  x   0.99983689  =   0.99981760
 DG5280
 DG5280                          SUPERSEDED SURVEY CONTROL
 DG5280
 DG5280.No superseded survey control is available for this station.
 DG5280
 DG5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6136275459(NAD 83)
 DG5280_MARKER: F = FLANGE-ENCASED ROD
 DG5280_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5280+WITH SETTING: INFORMATION.
 DG5280_STAMPING: A 297X 2002
 DG5280_MARK LOGO: USACE 
 DG5280_PROJECTION: RECESSED 8 CENTIMETERS
 DG5280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5280+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2002
 DG5280_ROD/PIPE-DEPTH:  2.1 meters
 DG5280
 DG5280  HISTORY     - Date     Condition        Report By
 DG5280  HISTORY     - 20020613 MONUMENTED       EMCINC
 DG5280
 DG5280                          STATION DESCRIPTION
 DG5280
 DG5280'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5280'THE MARK IS LOCATED 8.0 KILOMETERS (5.0 MILES) NORTH OF CORINTH,
 DG5280'MISSISSIPPI.TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45
 DG5280'AND OLD U.S. 45 APPROXIMATELY FIVE MILES NORTH OF CORINTH, MISSISSIPPI
 DG5280'GO EAST THEN SOUTH ON OLD U.S. 49 FOR 0.15 KILOMETERS (0.1 MILES) TO
 DG5280'THE MARK ON THE RIGHT ON THE WEST HOULDER OF OLD U.S. 45.THE MARK IS
 DG5280'8.8 METERS (28.8 FEET) WEST OF THE CENTER OF OLD U.S. 45, 13.4 METERS
 DG5280'(44.0 FEET) SOUTH OF THE CENTER OF A GRAVEL DRIVE LEADING WEST TO A
 DG5280'CHAIN LINK FENCE GATE, 30.1 METERS (98.7 FEET) SOUTHWEST OF A POWER
 DG5280'POLE ON THE EAST SIDE OF OLD U.S. 45, 22.3 METERS (73.2 FEET) WEST OF
 DG5280'BENCHMARK A 297 AND 1.0 METER (3.3 FEET) EAST OF A CARSONITE WITNESS
 DG5280'POST SET IN A CHAIN LINK FENCE.THE MARK IS A MEMPHIS DISTRICT CORPS OF
 DG5280'ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1 METERS
 DG5280'(0.3 FEET) BELOW GROUND.
 DG5280' 
 DG5280'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2138 ***********************************************************************
 FE2138  DESIGNATION -  A 298
 FE2138  PID         -  FE2138
 FE2138  STATE/COUNTY-  TN/HARDEMAN
 FE2138  USGS QUAD   -  POCAHONTAS (1950)
 FE2138
 FE2138                         *CURRENT SURVEY CONTROL
 FE2138  ___________________________________________________________________
 FE2138* NAD 83(1986)-  35 02 39.     (N)    088 52 07.     (W)     SCALED    
 FE2138* NAVD 88     -       125.484  (meters)     411.69   (feet)  ADJUSTED  
 FE2138  ___________________________________________________________________
 FE2138  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2138  DYNAMIC HT  -         125.365 (meters)     411.30  (feet)  COMP
 FE2138  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FE2138
 FE2138  VERT ORDER  -  FIRST     CLASS II
 FE2138
 FE2138.The horizontal coordinates were scaled from a topographic map and have
 FE2138.an estimated accuracy of +/- 6 seconds.
 FE2138
 FE2138.The orthometric height was determined by differential leveling
 FE2138.and adjusted by the National Geodetic Survey in June 1991..
 FE2138
 FE2138.The geoid height was determined by GEOID03.
 FE2138
 FE2138.The dynamic height is computed by dividing the NAVD 88
 FE2138.geopotential number by the normal gravity value computed on the
 FE2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2138.degrees latitude (g = 980.6199 gals.).
 FE2138
 FE2138.The modeled gravity was interpolated from observed gravity values.
 FE2138
 FE2138;                    North         East    Units  Estimated Accuracy
 FE2138;SPC TN       -    82,700.      338,300.      MT  (+/- 180 meters Scaled)
 FE2138
 FE2138                          SUPERSEDED SURVEY CONTROL
 FE2138
 FE2138.No superseded survey control is available for this station.
 FE2138
 FE2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD295795(NAD 83)
 FE2138_MARKER: I = METAL ROD
 FE2138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2138_SP_SET: STAINLESS STEEL ROD
 FE2138_STAMPING: A 298 1983
 FE2138_MARK LOGO: NGS   
 FE2138_PROJECTION: FLUSH
 FE2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2138+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2138_ROD/PIPE-DEPTH: 7.31 meters
 FE2138
 FE2138  HISTORY     - Date     Condition        Report By
 FE2138  HISTORY     - 1983     MONUMENTED       NGS
 FE2138  HISTORY     - 20020919 GOOD             USACE
 FE2138
 FE2138                          STATION DESCRIPTION
 FE2138
 FE2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2138'5.4 KM (3.35 MI) WEST FROM POCAHONTAS.
 FE2138'5.4 KM (3.35 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2138'POCAHONTAS, TO THE MARK ON THE RIGHT, ALSO 2.2 KM (1.4 MI) EAST ALONG
 FE2138'STATE HIGHWAY 57 FROM THE JUNCTION OF STATE HIGHWAY 125 IN MIDDLETON,
 FE2138'19.20 METERS (63.0 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVE
 FE2138'LEADING TO A LARGE ONE LEVEL HOUSE, 15.67 METERS (51.4 FT) NORTH OF
 FE2138'THE CENTERLINE OF THE HIGHWAY, 5.30 METERS (17.4 FT) WEST OF A
 FE2138'POWERLINE POLE, 1.00 METER (3.3 FT) NORTHEAST OF A CORNER FENCE POST,
 FE2138'0.76 METER (2.5 FT) EAST OF A FENCE LINE, AND 0.73 METER (2.4 FT)
 FE2138'NORTH OF A TELEPHONE JUNCTION BOX.
 FE2138'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2138'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2138
 FE2138                          STATION RECOVERY (2002)
 FE2138
 FE2138'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2138'MONUMENT IS AT SW PROPERTY CORNER OF RESIDENCE AT 19035 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2164 ***********************************************************************
 FE2164  DESIGNATION -  A 299
 FE2164  PID         -  FE2164
 FE2164  STATE/COUNTY-  TN/FAYETTE
 FE2164  USGS QUAD   -  MOSCOW SE (1983)
 FE2164
 FE2164                         *CURRENT SURVEY CONTROL
 FE2164  ___________________________________________________________________
 FE2164* NAD 83(1986)-  35 03 08.     (N)    089 20 36.     (W)     SCALED    
 FE2164* NAVD 88     -       126.932  (meters)     416.44   (feet)  ADJUSTED  
 FE2164  ___________________________________________________________________
 FE2164  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2164  DYNAMIC HT  -         126.813 (meters)     416.05  (feet)  COMP
 FE2164  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FE2164
 FE2164  VERT ORDER  -  FIRST     CLASS II
 FE2164
 FE2164.The horizontal coordinates were scaled from a topographic map and have
 FE2164.an estimated accuracy of +/- 6 seconds.
 FE2164
 FE2164.The orthometric height was determined by differential leveling
 FE2164.and adjusted by the National Geodetic Survey in June 1991..
 FE2164
 FE2164.The geoid height was determined by GEOID03.
 FE2164
 FE2164.The dynamic height is computed by dividing the NAVD 88
 FE2164.geopotential number by the normal gravity value computed on the
 FE2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2164.degrees latitude (g = 980.6199 gals.).
 FE2164
 FE2164.The modeled gravity was interpolated from observed gravity values.
 FE2164
 FE2164;                    North         East    Units  Estimated Accuracy
 FE2164;SPC TN       -    84,970.      295,030.      MT  (+/- 180 meters Scaled)
 FE2164
 FE2164                          SUPERSEDED SURVEY CONTROL
 FE2164
 FE2164.No superseded survey control is available for this station.
 FE2164
 FE2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD862813(NAD 83)
 FE2164_MARKER: I = METAL ROD
 FE2164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2164_SP_SET: STAINLESS STEEL ROD
 FE2164_STAMPING: A 299 1983
 FE2164_MARK LOGO: NGS   
 FE2164_PROJECTION: FLUSH
 FE2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2164+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2164_ROD/PIPE-DEPTH: 11.0 meters
 FE2164
 FE2164  HISTORY     - Date     Condition        Report By
 FE2164  HISTORY     - 1983     MONUMENTED       NGS
 FE2164  HISTORY     - 20020924 GOOD             USACE
 FE2164  HISTORY     - 20060506 GOOD             GEOCAC
 FE2164
 FE2164                          STATION DESCRIPTION
 FE2164
 FE2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2164'4.8 KM (3.0 MI) EAST FROM MOSCOW.
 FE2164'4.8 KM (3.0 MI) EAST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF STATE
 FE2164'HIGHWAY 76 NORTH IN MOSCOW, TO THE MARK ON THE RIGHT, 13.93 METERS
 FE2164'(45.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23.32 METERS
 FE2164'(76.5 FT) WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO A
 FE2164'LARGE ONE LEVEL HOUSE, 4.18 METERS (13.7 FT) NORTH OF A BOARD FENCE,
 FE2164'AND 0.61 METER (2.0 FT) WEST OF A POWERLINE POLE.
 FE2164'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2164'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2164
 FE2164                          STATION RECOVERY (2002)
 FE2164
 FE2164'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2164'RECOVERED IN GOOD CONDITION.
 FE2164
 FE2164                          STATION RECOVERY (2006)
 FE2164
 FE2164'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0700 ***********************************************************************
 FD0700  DESIGNATION -  A 30
 FD0700  PID         -  FD0700
 FD0700  STATE/COUNTY-  TN/MAURY
 FD0700  USGS QUAD   -  WILLIAMSPORT (1988)
 FD0700
 FD0700                         *CURRENT SURVEY CONTROL
 FD0700  ___________________________________________________________________
 FD0700* NAD 83(1986)-  35 38 46.     (N)    087 09 40.     (W)     SCALED    
 FD0700* NAVD 88     -       220.734  (meters)     724.19   (feet)  ADJUSTED  
 FD0700  ___________________________________________________________________
 FD0700  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD0700  DYNAMIC HT  -         220.539 (meters)     723.55  (feet)  COMP
 FD0700  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0700
 FD0700  VERT ORDER  -  SECOND    CLASS 0
 FD0700
 FD0700.The horizontal coordinates were scaled from a topographic map and have
 FD0700.an estimated accuracy of +/- 6 seconds.
 FD0700
 FD0700.The orthometric height was determined by differential leveling
 FD0700.and adjusted by the National Geodetic Survey in June 1991..
 FD0700
 FD0700.The geoid height was determined by GEOID03.
 FD0700
 FD0700.The dynamic height is computed by dividing the NAVD 88
 FD0700.geopotential number by the normal gravity value computed on the
 FD0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0700.degrees latitude (g = 980.6199 gals.).
 FD0700
 FD0700.The modeled gravity was interpolated from observed gravity values.
 FD0700
 FD0700;                    North         East    Units  Estimated Accuracy
 FD0700;SPC TN       -   146,280.      494,850.      MT  (+/- 180 meters Scaled)
 FD0700
 FD0700                          SUPERSEDED SURVEY CONTROL
 FD0700
 FD0700  NGVD 29 (??/??/92)  220.718  (m)          724.14   (f) ADJ UNCH    2 0
 FD0700
 FD0700.Superseded values are not recommended for survey control.
 FD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0700.See file dsdata.txt to determine how the superseded data were derived.
 FD0700
 FD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE854447(NAD 83)
 FD0700_MARKER: DB = BENCH MARK DISK
 FD0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0700_STAMPING: A 30 1934
 FD0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0700+STABILITY: SURFACE MOTION
 FD0700
 FD0700  HISTORY     - Date     Condition        Report By
 FD0700  HISTORY     - 1934     MONUMENTED       CGS
 FD0700  HISTORY     - 1958     GOOD             TVA
 FD0700
 FD0700                          STATION DESCRIPTION
 FD0700
 FD0700'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0700'6.3 MI NW FROM COLUMBIA.
 FD0700'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM COLUMBIA, 100
 FD0700'FEET EAST OF A POND, 30 FEET SOUTH OF THE CENTERLINE OF THE
 FD0700'HIGHWAY, 5 FEET EAST OF TELEPHONE POLE 184, 59.8 FEET EAST
 FD0700'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT ABUTMENT, 63
 FD0700'FEET WEST OF POLE 121, AND 14 FEET NORTH OF A FENCE.  A STANDARD
 FD0700'DISK, STAMPED A 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2121 ***********************************************************************
 FE2121  DESIGNATION -  A 300
 FE2121  PID         -  FE2121
 FE2121  STATE/COUNTY-  TN/MCNAIRY
 FE2121  USGS QUAD   -  GUYS (1983)
 FE2121
 FE2121                         *CURRENT SURVEY CONTROL
 FE2121  ___________________________________________________________________
 FE2121* NAD 83(1986)-  35 04 21.     (N)    088 36 49.     (W)     SCALED    
 FE2121* NAVD 88     -       139.065  (meters)     456.25   (feet)  ADJUSTED  
 FE2121  ___________________________________________________________________
 FE2121  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2121  DYNAMIC HT  -         138.934 (meters)     455.82  (feet)  COMP
 FE2121  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FE2121
 FE2121  VERT ORDER  -  FIRST     CLASS II
 FE2121
 FE2121.The horizontal coordinates were scaled from a topographic map and have
 FE2121.an estimated accuracy of +/- 6 seconds.
 FE2121
 FE2121.The orthometric height was determined by differential leveling
 FE2121.and adjusted by the National Geodetic Survey in June 1991..
 FE2121
 FE2121.The geoid height was determined by GEOID03.
 FE2121
 FE2121.The dynamic height is computed by dividing the NAVD 88
 FE2121.geopotential number by the normal gravity value computed on the
 FE2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2121.degrees latitude (g = 980.6199 gals.).
 FE2121
 FE2121.The modeled gravity was interpolated from observed gravity values.
 FE2121
 FE2121;                    North         East    Units  Estimated Accuracy
 FE2121;SPC TN       -    85,200.      361,640.      MT  (+/- 180 meters Scaled)
 FE2121
 FE2121                          SUPERSEDED SURVEY CONTROL
 FE2121
 FE2121.No superseded survey control is available for this station.
 FE2121
 FE2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD528822(NAD 83)
 FE2121_MARKER: I = METAL ROD
 FE2121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2121_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2121_STAMPING: A 300 1983
 FE2121_MARK LOGO: NGS   
 FE2121_PROJECTION: RECESSED 3 CENTIMETERS
 FE2121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2121+STABILITY: POSITION/ELEVATION WELL
 FE2121_ROD/PIPE-DEPTH: 8.53 meters
 FE2121_SLEEVE-DEPTH  : 6.07 meters
 FE2121
 FE2121  HISTORY     - Date     Condition        Report By
 FE2121  HISTORY     - 1983     MONUMENTED       NGS
 FE2121  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE2121
 FE2121                          STATION DESCRIPTION
 FE2121
 FE2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2121'0.6 KM (0.4 MI) EAST FROM RAMER.
 FE2121'0.6 KM (0.4 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2121'RAMER, TO THE MARK ON THE LEFT, SET IN THE LAWN AT THE NORTHEAST
 FE2121'CORNER OF THE RAMER BAPTIST CHURCH, 17.86 METERS (58.6 FT) NORTH OF
 FE2121'THE CENTER ON EAST SIDE OF THE BUILDING, 20.33 METERS (66.7 FT)
 FE2121'SOUTHWEST OF POWERLINE POLE NUMBER 101B WITH A TRANSFORMER AND LIGHT,
 FE2121'14.17 METERS (46.5 FT) SOUTHEAST OF THE NORTHEASTERNMOST METAL POLE OF
 FE2121'CARPORT, 5.64 METERS (18.5 FT) WEST OF CENTER OF AN ASPHALT DRIVEWAY,
 FE2121'AND 1.58 METERS (5.2 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING.
 FE2121'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 FE2121
 FE2121                          STATION RECOVERY (2002)
 FE2121
 FE2121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2121'NEW ENTRY TO CHURCH HAS BEEN BUILT AT NE CORNER. IF MONUMENT STILL
 FE2121'EXISTS, IT IS UNDER CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1350 ***********************************************************************
 FD1350  DESIGNATION -  A 301
 FD1350  PID         -  FD1350
 FD1350  STATE/COUNTY-  TN/LAWRENCE
 FD1350  USGS QUAD   -  ST JOSEPH (1976)
 FD1350
 FD1350                         *CURRENT SURVEY CONTROL
 FD1350  ___________________________________________________________________
 FD1350* NAD 83(1986)-  35 00 30.     (N)    087 35 20.     (W)     SCALED    
 FD1350* NAVD 88     -       191.315  (meters)     627.67   (feet)  ADJUSTED  
 FD1350  ___________________________________________________________________
 FD1350  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1350  DYNAMIC HT  -         191.134 (meters)     627.08  (feet)  COMP
 FD1350  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FD1350
 FD1350  VERT ORDER  -  FIRST     CLASS II
 FD1350
 FD1350.The horizontal coordinates were scaled from a topographic map and have
 FD1350.an estimated accuracy of +/- 6 seconds.
 FD1350
 FD1350.The orthometric height was determined by differential leveling
 FD1350.and adjusted by the National Geodetic Survey in June 1991..
 FD1350
 FD1350.The geoid height was determined by GEOID03.
 FD1350
 FD1350.The dynamic height is computed by dividing the NAVD 88
 FD1350.geopotential number by the normal gravity value computed on the
 FD1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1350.degrees latitude (g = 980.6199 gals.).
 FD1350
 FD1350.The modeled gravity was interpolated from observed gravity values.
 FD1350
 FD1350;                    North         East    Units  Estimated Accuracy
 FD1350;SPC TN       -    76,070.      454,970.      MT  (+/- 180 meters Scaled)
 FD1350
 FD1350                          SUPERSEDED SURVEY CONTROL
 FD1350
 FD1350.No superseded survey control is available for this station.
 FD1350
 FD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD462741(NAD 83)
 FD1350_MARKER: DB = BENCH MARK DISK
 FD1350_SETTING: 66 = SET IN ROCK OUTCROP
 FD1350_SP_SET: ROCK OUTCROP
 FD1350_STAMPING: A 301 1983
 FD1350_MARK LOGO: NGS   
 FD1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1350+STABILITY: POSITION/ELEVATION WELL
 FD1350
 FD1350  HISTORY     - Date     Condition        Report By
 FD1350  HISTORY     - 1983     MONUMENTED       NGS
 FD1350
 FD1350                          STATION DESCRIPTION
 FD1350
 FD1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1350'1.9 KM (1.2 MI) SOUTH FROM IRON CITY.
 FD1350'0.1 KM (0.05 MI) WEST ALONG EAST SECOND STREET FROM THE POST OFFICE IN
 FD1350'IRON CITY TO THE JUNCTION OF SOUTH POPLAR AVENUE, THENCE 1.8 KM
 FD1350'(1.15 MI) SOUTH ALONG SOUTH POPLAR AVENUE TO THE MARK ON THE RIGHT AND
 FD1350'ACROSS THE LOUISVILLE AND NASHVILLE RAILROAD TRACKS, (NOTE, AFTER
 FD1350'PASSING THE IRON CITY SCHOOL ON THE RIGHT, THIS ROAD IS UNPAVED),
 FD1350'9.48 METERS (31.1 FT) NORTH-NORTHWEST OF THE NORTH RAIL OF THE TRACK,
 FD1350'24.54 METERS (80.5 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1350'SOUTH POPLAR AVENUE (DIRT ROAD), 3.81 METERS (12.5 FT) WEST OF A 4
 FD1350'INCH DIAMETER CEDAR TREE, AND 3.90 METERS (12.8 FT) NORTHEAST OF A TVA
 FD1350'METAL WITNESS POST.
 FD1350'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 FD1350'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1382 ***********************************************************************
 FD1382  DESIGNATION -  A 302
 FD1382  PID         -  FD1382
 FD1382  STATE/COUNTY-  TN/MAURY
 FD1382  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1382
 FD1382                         *CURRENT SURVEY CONTROL
 FD1382  ___________________________________________________________________
 FD1382* NAD 83(1986)-  35 33 50.     (N)    087 09 49.     (W)     SCALED    
 FD1382* NAVD 88     -       203.614  (meters)     668.02   (feet)  ADJUSTED  
 FD1382  ___________________________________________________________________
 FD1382  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1382  DYNAMIC HT  -         203.431 (meters)     667.42  (feet)  COMP
 FD1382  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FD1382
 FD1382  VERT ORDER  -  FIRST     CLASS II
 FD1382
 FD1382.The horizontal coordinates were scaled from a topographic map and have
 FD1382.an estimated accuracy of +/- 6 seconds.
 FD1382
 FD1382.The orthometric height was determined by differential leveling
 FD1382.and adjusted by the National Geodetic Survey in June 1991..
 FD1382
 FD1382.The geoid height was determined by GEOID03.
 FD1382
 FD1382.The dynamic height is computed by dividing the NAVD 88
 FD1382.geopotential number by the normal gravity value computed on the
 FD1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1382.degrees latitude (g = 980.6199 gals.).
 FD1382
 FD1382.The modeled gravity was interpolated from observed gravity values.
 FD1382
 FD1382;                    North         East    Units  Estimated Accuracy
 FD1382;SPC TN       -   137,160.      494,520.      MT  (+/- 180 meters Scaled)
 FD1382
 FD1382                          SUPERSEDED SURVEY CONTROL
 FD1382
 FD1382.No superseded survey control is available for this station.
 FD1382
 FD1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE851355(NAD 83)
 FD1382_MARKER: I = METAL ROD
 FD1382_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1382+WITH SETTING: INFORMATION.
 FD1382_SP_SET: SHALLOW SET METAL ROD
 FD1382_STAMPING: A 302 1984
 FD1382_MARK LOGO: NGS   
 FD1382_PROJECTION: FLUSH
 FD1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1382+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD1382_ROD/PIPE-DEPTH: 2.44 meters
 FD1382
 FD1382  HISTORY     - Date     Condition        Report By
 FD1382  HISTORY     - 1984     MONUMENTED       NGS
 FD1382  HISTORY     - 20020514 GOOD             TNDT
 FD1382
 FD1382                          STATION DESCRIPTION
 FD1382
 FD1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1382'5.2 KM (3.25 MI) NORTH FROM MOUNT PLEASANT.
 FD1382'5.2 KM (3.25 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1382'MOUNT PLEASANT TO THE MARK ON THE RIGHT, 10.97 METERS (36.0 FT)
 FD1382'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.04 METERS (19.8 FT) EAST
 FD1382'OF A POWERLINE POLE, 3.93 METERS (12.9 FT) SOUTHWEST OF A DOUBLE
 FD1382'TRUNKED TREE, AND 0.37 METERS (1.2 FT) NORTHWEST OF A WHITE BOARD
 FD1382'FENCE.
 FD1382'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FD1382'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1382
 FD1382                          STATION RECOVERY (2002)
 FD1382
 FD1382'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1359 ***********************************************************************
 FD1359  DESIGNATION -  A 303
 FD1359  PID         -  FD1359
 FD1359  STATE/COUNTY-  TN/LAWRENCE
 FD1359  USGS QUAD   -  LORETTO (1976)
 FD1359
 FD1359                         *CURRENT SURVEY CONTROL
 FD1359  ___________________________________________________________________
 FD1359* NAD 83(1986)-  35 05 49.     (N)    087 25 08.     (W)     SCALED    
 FD1359* NAVD 88     -       261.833  (meters)     859.03   (feet)  ADJUSTED  
 FD1359  ___________________________________________________________________
 FD1359  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD1359  DYNAMIC HT  -         261.583 (meters)     858.21  (feet)  COMP
 FD1359  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD1359
 FD1359  VERT ORDER  -  FIRST     CLASS II
 FD1359
 FD1359.The horizontal coordinates were scaled from a topographic map and have
 FD1359.an estimated accuracy of +/- 6 seconds.
 FD1359
 FD1359.The orthometric height was determined by differential leveling
 FD1359.and adjusted by the National Geodetic Survey in June 1991..
 FD1359
 FD1359.The geoid height was determined by GEOID03.
 FD1359
 FD1359.The dynamic height is computed by dividing the NAVD 88
 FD1359.geopotential number by the normal gravity value computed on the
 FD1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1359.degrees latitude (g = 980.6199 gals.).
 FD1359
 FD1359.The modeled gravity was interpolated from observed gravity values.
 FD1359
 FD1359;                    North         East    Units  Estimated Accuracy
 FD1359;SPC TN       -    85,660.      470,630.      MT  (+/- 180 meters Scaled)
 FD1359
 FD1359                          SUPERSEDED SURVEY CONTROL
 FD1359
 FD1359.No superseded survey control is available for this station.
 FD1359
 FD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD618838(NAD 83)
 FD1359_MARKER: I = METAL ROD
 FD1359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1359_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1359_STAMPING: A 303 1984
 FD1359_MARK LOGO: NGS   
 FD1359_PROJECTION: RECESSED 4 CENTIMETERS
 FD1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1359+STABILITY: POSITION/ELEVATION WELL
 FD1359_ROD/PIPE-DEPTH: 9.44 meters
 FD1359_SLEEVE-DEPTH  : 6.09 meters
 FD1359
 FD1359  HISTORY     - Date     Condition        Report By
 FD1359  HISTORY     - 1984     MONUMENTED       NGS
 FD1359  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1359
 FD1359                          STATION DESCRIPTION
 FD1359
 FD1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1359'2.6 KM (1.6 MI) NORTH FROM LORETTO.
 FD1359'2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1359'LORETTO TO THE MARK SET IN THE LAWN AND BY THE BANK SIGN AT THE
 FD1359'COMMERCE UNION BANK, 16.46 METERS (54.0 FT) SOUTHWEST OF THE
 FD1359'CENTERLINE OF THE HIGHWAY, 23.25 METERS (76.3 FT) WEST-SOUTHWEST OF
 FD1359'THE SOUTHWEST CORNER OF THE BANK BUILDING, 0.91 METERS (3.0 FT)
 FD1359'NORTH-NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST DRIVEWAY,
 FD1359'5.79 METERS (19.0 FT) SOUTHWEST OF THE CENTER OF A METAL WATER METER
 FD1359'COVER, AND 1.22 METERS (4.0 FT) SOUTHWEST OF THE EAST LEG OF THE SIGN.
 FD1359
 FD1359                          STATION RECOVERY (2002)
 FD1359
 FD1359'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1359'EXTENSIVE GRADEWORK IN IMMEDIATE AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1972 ***********************************************************************
 GC1972  DESIGNATION -  A 304
 GC1972  PID         -  GC1972
 GC1972  STATE/COUNTY-  TN/DAVIDSON
 GC1972  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1972
 GC1972                         *CURRENT SURVEY CONTROL
 GC1972  ___________________________________________________________________
 GC1972* NAD 83(1986)-  36 11 35.     (N)    086 49 54.     (W)     SCALED    
 GC1972* NAVD 88     -       144.643  (meters)     474.55   (feet)  ADJUSTED  
 GC1972  ___________________________________________________________________
 GC1972  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1972  DYNAMIC HT  -         144.518 (meters)     474.14  (feet)  COMP
 GC1972  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC1972
 GC1972  VERT ORDER  -  FIRST     CLASS II
 GC1972
 GC1972.The horizontal coordinates were scaled from a topographic map and have
 GC1972.an estimated accuracy of +/- 6 seconds.
 GC1972
 GC1972.The orthometric height was determined by differential leveling
 GC1972.and adjusted by the National Geodetic Survey in June 1991..
 GC1972
 GC1972.The geoid height was determined by GEOID03.
 GC1972
 GC1972.The dynamic height is computed by dividing the NAVD 88
 GC1972.geopotential number by the normal gravity value computed on the
 GC1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1972.degrees latitude (g = 980.6199 gals.).
 GC1972
 GC1972.The modeled gravity was interpolated from observed gravity values.
 GC1972
 GC1972;                    North         East    Units  Estimated Accuracy
 GC1972;SPC TN       -   206,650.      525,200.      MT  (+/- 180 meters Scaled)
 GC1972
 GC1972                          SUPERSEDED SURVEY CONTROL
 GC1972
 GC1972.No superseded survey control is available for this station.
 GC1972
 GC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF151053(NAD 83)
 GC1972_MARKER: DB = BENCH MARK DISK
 GC1972_SETTING: 66 = SET IN ROCK OUTCROP
 GC1972_SP_SET: ROCK OUTCROP
 GC1972_STAMPING: A 304 1984
 GC1972_MARK LOGO: NGS   
 GC1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1972+STABILITY: POSITION/ELEVATION WELL
 GC1972
 GC1972  HISTORY     - Date     Condition        Report By
 GC1972  HISTORY     - 1984     MONUMENTED       NGS
 GC1972
 GC1972                          STATION DESCRIPTION
 GC1972
 GC1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1972'0.4 KM (0.25 MI) NW FROM NASHVILLE.
 GC1972'0.3 KM (0.2 MI) NORTHWEST ALONG ALTERNATE HIGHWAY 41 FROM THE
 GC1972'NORTHWEST END OF THE BRIDGE OVER THE CUMBERLAND RIVER IN NASHVILLE,
 GC1972'THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG SOUTH HAMILTON ROAD TO THE
 GC1972'MARK ON THE LEFT, A DISK SET IN ROCK OUTCROP, 15.12 METERS (49.6 FT)
 GC1972'SOUTHEAST OF THE CENTERLINE OF THE SOUTH HAMILTON ROAD, 48.74 METERS
 GC1972'(159.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE LEVEL BUILDING,
 GC1972'29.99 METERS (98.4 FT) NORTHEAST OF THE CENTERLINE OF RIVER DRIVE,
 GC1972'19.00 METERS (62.3 FT) WEST OF THE SOUTHWEST CORNER OF A SMALL ROCK
 GC1972'BUILDING.
 GC1972'THE MARK IS 0.61 M BELOW SOUTH HAMILTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1996 ***********************************************************************
 GC1996  DESIGNATION -  A 305
 GC1996  PID         -  GC1996
 GC1996  STATE/COUNTY-  TN/CHEATHAM
 GC1996  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1996
 GC1996                         *CURRENT SURVEY CONTROL
 GC1996  ___________________________________________________________________
 GC1996* NAD 83(1986)-  36 22 26.     (N)    087 10 52.     (W)     SCALED    
 GC1996* NAVD 88     -       172.106  (meters)     564.65   (feet)  ADJUSTED  
 GC1996  ___________________________________________________________________
 GC1996  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1996  DYNAMIC HT  -         171.963 (meters)     564.18  (feet)  COMP
 GC1996  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GC1996
 GC1996  VERT ORDER  -  FIRST     CLASS II
 GC1996
 GC1996.The horizontal coordinates were scaled from a topographic map and have
 GC1996.an estimated accuracy of +/- 6 seconds.
 GC1996
 GC1996.The orthometric height was determined by differential leveling
 GC1996.and adjusted by the National Geodetic Survey in June 1991..
 GC1996
 GC1996.The geoid height was determined by GEOID03.
 GC1996
 GC1996.The dynamic height is computed by dividing the NAVD 88
 GC1996.geopotential number by the normal gravity value computed on the
 GC1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1996.degrees latitude (g = 980.6199 gals.).
 GC1996
 GC1996.The modeled gravity was interpolated from observed gravity values.
 GC1996
 GC1996;                    North         East    Units  Estimated Accuracy
 GC1996;SPC TN       -   227,040.      494,020.      MT  (+/- 180 meters Scaled)
 GC1996
 GC1996                          SUPERSEDED SURVEY CONTROL
 GC1996
 GC1996.No superseded survey control is available for this station.
 GC1996
 GC1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF837254(NAD 83)
 GC1996_MARKER: I = METAL ROD
 GC1996_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1996_SP_SET: STAINLESS STEEL ROD
 GC1996_STAMPING: A 305 1984
 GC1996_MARK LOGO: NGS   
 GC1996_PROJECTION: FLUSH
 GC1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1996_ROD/PIPE-DEPTH: 5.79 meters
 GC1996
 GC1996  HISTORY     - Date     Condition        Report By
 GC1996  HISTORY     - 1984     MONUMENTED       NGS
 GC1996
 GC1996                          STATION DESCRIPTION
 GC1996
 GC1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1996'5.7 KM (3.55 MI) NW FROM CHEAP HILL.
 GC1996'5.7 KM (3.55 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1996'IN CHEAP HILL TO A FARM ACCESS ROAD AND THE MARK ON THE RIGHT,
 GC1996'11.92 METERS (39.1 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 GC1996'HIGHWAY, 38.16 METERS (125.2 FT) SOUTH-SOUTHEAST OF A CONCRETE BOX
 GC1996'CULVERT UNDER THE HIGHWAY, 7.38 METERS (24.2 FT) NORTH-NORTHWEST OF
 GC1996'THE APPROXIMATE CENTER OF A FARM ACCESS ROAD, 4.72 METERS (15.5 FT)
 GC1996'NORTH-NORTHWEST OF THE CORNER FENCE POST OF A BARBWIRE FENCE, AND
 GC1996'0.30 METERS (1.0 FT) WEST-SOUTHWEST OF THE FENCE.
 GC1996'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 GC1996'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2283 ***********************************************************************
 FF2283  DESIGNATION -  A 307
 FF2283  PID         -  FF2283
 FF2283  STATE/COUNTY-  TN/SHELBY
 FF2283  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2283
 FF2283                         *CURRENT SURVEY CONTROL
 FF2283  ___________________________________________________________________
 FF2283* NAD 83(1986)-  35 03 04.     (N)    090 03 37.     (W)     SCALED    
 FF2283* NAVD 88     -        89.365  (meters)     293.19   (feet)  ADJUSTED  
 FF2283  ___________________________________________________________________
 FF2283  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2283  DYNAMIC HT  -          89.282 (meters)     292.92  (feet)  COMP
 FF2283  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 FF2283
 FF2283  VERT ORDER  -  FIRST     CLASS II
 FF2283
 FF2283.The horizontal coordinates were scaled from a topographic map and have
 FF2283.an estimated accuracy of +/- 6 seconds.
 FF2283
 FF2283.The orthometric height was determined by differential leveling
 FF2283.and adjusted by the National Geodetic Survey in July 1994..
 FF2283
 FF2283.The geoid height was determined by GEOID03.
 FF2283
 FF2283.The dynamic height is computed by dividing the NAVD 88
 FF2283.geopotential number by the normal gravity value computed on the
 FF2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2283.degrees latitude (g = 980.6199 gals.).
 FF2283
 FF2283.The modeled gravity was interpolated from observed gravity values.
 FF2283
 FF2283;                    North         East    Units  Estimated Accuracy
 FF2283;SPC TN       -    87,320.      229,670.      MT  (+/- 180 meters Scaled)
 FF2283
 FF2283                          SUPERSEDED SURVEY CONTROL
 FF2283
 FF2283.No superseded survey control is available for this station.
 FF2283
 FF2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU681826(NAD 83)
 FF2283_MARKER: DV = VERTICAL CONTROL DISK
 FF2283_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF2283_SP_SET: BUILDING
 FF2283_STAMPING: A 307 1991
 FF2283_MARK LOGO: NGS   
 FF2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2283+STABILITY: POSITION/ELEVATION WELL
 FF2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2283+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF2283
 FF2283  HISTORY     - Date     Condition        Report By
 FF2283  HISTORY     - 1991     MONUMENTED       NGS
 FF2283  HISTORY     - 19940812 GOOD             TN1620
 FF2283  HISTORY     - 20021028 GOOD             USACE
 FF2283
 FF2283                          STATION DESCRIPTION
 FF2283
 FF2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2283'IN MEMPHIS, SET VERTICALLY IN THE NORTH FACE OF THE RIVERSIDE BAPTIST
 FF2283'CHURCH AT 3560 SOUTH 3RD STREET (U.S. HIGHWAY 61), 40.8 M (133.9 FT)
 FF2283'EAST OF THE CENTERLINE OF THE STREET, 0.7 M (2.3 FT) ABOVE THE GROUND
 FF2283'SURFACE, AND 0.6 M (2.0 FT) EAST OF THE NORTHWEST CORNER OF THE
 FF2283'BUILDING.
 FF2283
 FF2283                          STATION RECOVERY (1994)
 FF2283
 FF2283'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF2283'RECOVERED IN GOOD CONDITION.
 FF2283
 FF2283                          STATION RECOVERY (2002)
 FF2283
 FF2283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5900 ***********************************************************************
 AA5900  DESIGNATION -  A 308
 AA5900  PID         -  AA5900
 AA5900  STATE/COUNTY-  TN/SHELBY
 AA5900  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AA5900
 AA5900                         *CURRENT SURVEY CONTROL
 AA5900  ___________________________________________________________________
 AA5900* NAD 83(1986)-  35 05 48.     (N)    089 59 14.     (W)     SCALED    
 AA5900* NAVD 88     -        88.977  (meters)     291.92   (feet)  ADJUSTED  
 AA5900  ___________________________________________________________________
 AA5900  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA5900  DYNAMIC HT  -          88.895 (meters)     291.65  (feet)  COMP
 AA5900  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 AA5900
 AA5900  VERT ORDER  -  FIRST     CLASS II
 AA5900
 AA5900.The horizontal coordinates were scaled from a topographic map and have
 AA5900.an estimated accuracy of +/- 6 seconds.
 AA5900
 AA5900.The orthometric height was determined by differential leveling
 AA5900.and adjusted by the National Geodetic Survey in April 2001..
 AA5900
 AA5900.The geoid height was determined by GEOID03.
 AA5900
 AA5900.The dynamic height is computed by dividing the NAVD 88
 AA5900.geopotential number by the normal gravity value computed on the
 AA5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5900.degrees latitude (g = 980.6199 gals.).
 AA5900
 AA5900.The modeled gravity was interpolated from observed gravity values.
 AA5900
 AA5900;                    North         East    Units  Estimated Accuracy
 AA5900;SPC TN       -    92,100.      236,530.      MT  (+/- 180 meters Scaled)
 AA5900
 AA5900                          SUPERSEDED SURVEY CONTROL
 AA5900
 AA5900.No superseded survey control is available for this station.
 AA5900
 AA5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD276878(NAD 83)
 AA5900_MARKER: DD = SURVEY DISK
 AA5900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA5900_SP_SET: BRIDGE COLUMN
 AA5900_STAMPING: A 308 1995
 AA5900_MARK LOGO: NOS   
 AA5900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5900+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AA5900
 AA5900  HISTORY     - Date     Condition        Report By
 AA5900  HISTORY     - 1995     MONUMENTED       NGS
 AA5900  HISTORY     - 19960610 GOOD             TN1620
 AA5900  HISTORY     - 20021016 GOOD             USACE
 AA5900
 AA5900                          STATION DESCRIPTION
 AA5900
 AA5900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA5900'THE STATION IS LOCATED IN THE BRIDGE COLUMN FOUNDATION OF THE AIRWAYS
 AA5900'BLVD OVERPASS OF THE ST.  LOUIS-SAN FRANCISCO RAILROAD LINE.  ( YALE
 AA5900'YARDS).  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 240
 AA5900'AND AIRWAYS BLVD, GO NORTH ON AIRWAYS BLVD FOR 1.4 MI (2.3 KM) TO THE
 AA5900'RAILROAD OVERPASS AND THE STATION ON THE LEFT IN THE FOUNDATION OF THE
 AA5900'NORTH BRIDGE SUPPORT COLUMN NEAREST THE RAILROAD TRACKS.  THE STATION
 AA5900'IS SET IN THE WEST END OF THE FOUNDATION, 33 FT (10.1 M) SOUTH OF THE
 AA5900'CENTERLINE OF PERSON ROAD, 8 FT (2.4 M) NORTH OF THE NORTHERN MOST
 AA5900'RAIL AND 1.6 FT (0.5 M) EAST OF THE FOUNDATIONS WEST END.
 AA5900
 AA5900                          STATION RECOVERY (1996)
 AA5900
 AA5900'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (KG)
 AA5900'RECOVERED IN GOOD CONDITION.
 AA5900
 AA5900                          STATION RECOVERY (2002)
 AA5900
 AA5900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 AA5900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1075 ***********************************************************************
 FD1075  DESIGNATION -  A 31
 FD1075  PID         -  FD1075
 FD1075  STATE/COUNTY-  TN/PERRY
 FD1075  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1075
 FD1075                         *CURRENT SURVEY CONTROL
 FD1075  ___________________________________________________________________
 FD1075* NAD 83(1986)-  35 38 59.     (N)    087 49 26.     (W)     SCALED    
 FD1075* NAVD 88     -       145.154  (meters)     476.23   (feet)  ADJUSTED  
 FD1075  ___________________________________________________________________
 FD1075  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1075  DYNAMIC HT  -         145.023 (meters)     475.80  (feet)  COMP
 FD1075  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FD1075
 FD1075  VERT ORDER  -  SECOND    CLASS 0
 FD1075
 FD1075.The horizontal coordinates were scaled from a topographic map and have
 FD1075.an estimated accuracy of +/- 6 seconds.
 FD1075
 FD1075.The orthometric height was determined by differential leveling
 FD1075.and adjusted by the National Geodetic Survey in June 1991..
 FD1075
 FD1075.The geoid height was determined by GEOID03.
 FD1075
 FD1075.The dynamic height is computed by dividing the NAVD 88
 FD1075.geopotential number by the normal gravity value computed on the
 FD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1075.degrees latitude (g = 980.6199 gals.).
 FD1075
 FD1075.The modeled gravity was interpolated from observed gravity values.
 FD1075
 FD1075;                    North         East    Units  Estimated Accuracy
 FD1075;SPC TN       -   147,590.      434,850.      MT  (+/- 180 meters Scaled)
 FD1075
 FD1075                          SUPERSEDED SURVEY CONTROL
 FD1075
 FD1075  NGVD 29 (??/??/92)  145.152  (m)          476.22   (f) ADJ UNCH    2 0
 FD1075
 FD1075.Superseded values are not recommended for survey control.
 FD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1075.See file dsdata.txt to determine how the superseded data were derived.
 FD1075
 FD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE254454(NAD 83)
 FD1075_MARKER: DB = BENCH MARK DISK
 FD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1075_STAMPING: A 31 1934
 FD1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1075+STABILITY: SURFACE MOTION
 FD1075
 FD1075  HISTORY     - Date     Condition        Report By
 FD1075  HISTORY     - 1934     MONUMENTED       CGS
 FD1075  HISTORY     - 1949     MARK NOT FOUND   NGS
 FD1075
 FD1075                          STATION DESCRIPTION
 FD1075
 FD1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1075'2.2 MI N FROM LINDEN.
 FD1075'THE OLD WOODEN BRIDGE WAS FOUND.  THE OLD HIGHWAY CURVED FROM
 FD1075'THE BRIDGE AND THE NEW HIGHWAY FILL IS APPROXIMATELY OVER THE
 FD1075'OLD HIGHWAY AT THIS POINT.  APPARENTLY THE MARK HAS BEEN COVERED
 FD1075'OR WAS GRADED OUT DURING CONSTRUCTION OF THE NEW HIGHWAY.
 FD1075'2.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM LINDEN, PERRY
 FD1075'COUNTY, ON THE OLD HIGHWAY, 90 YARDS NORTH OF A SMALL WOODEN
 FD1075'BRIDGE, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 FD1075'SOUTH OF A GATE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FD1075'STAMPED A 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1479 ***********************************************************************
 FC1479  DESIGNATION -  A 32
 FC1479  PID         -  FC1479
 FC1479  STATE/COUNTY-  TN/WARREN
 FC1479  USGS QUAD   -  CENTERTOWN (1984)
 FC1479
 FC1479                         *CURRENT SURVEY CONTROL
 FC1479  ___________________________________________________________________
 FC1479* NAD 83(1986)-  35 43 53.     (N)    085 55 59.     (W)     SCALED    
 FC1479* NAVD 88     -       337.073  (meters)    1105.88   (feet)  ADJUSTED  
 FC1479  ___________________________________________________________________
 FC1479  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FC1479  DYNAMIC HT  -         336.758 (meters)    1104.85  (feet)  COMP
 FC1479  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FC1479
 FC1479  VERT ORDER  -  SECOND    CLASS 0
 FC1479
 FC1479.The horizontal coordinates were scaled from a topographic map and have
 FC1479.an estimated accuracy of +/- 6 seconds.
 FC1479
 FC1479.The orthometric height was determined by differential leveling
 FC1479.and adjusted by the National Geodetic Survey in June 1991..
 FC1479
 FC1479.The geoid height was determined by GEOID03.
 FC1479
 FC1479.The dynamic height is computed by dividing the NAVD 88
 FC1479.geopotential number by the normal gravity value computed on the
 FC1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1479.degrees latitude (g = 980.6199 gals.).
 FC1479
 FC1479.The modeled gravity was interpolated from observed gravity values.
 FC1479
 FC1479;                    North         East    Units  Estimated Accuracy
 FC1479;SPC TN       -   155,120.      606,060.      MT  (+/- 180 meters Scaled)
 FC1479
 FC1479                          SUPERSEDED SURVEY CONTROL
 FC1479
 FC1479.No superseded survey control is available for this station.
 FC1479
 FC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE964546(NAD 83)
 FC1479_MARKER: DB = BENCH MARK DISK
 FC1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1479_STAMPING: A 32 1934
 FC1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1479+STABILITY: SURFACE MOTION
 FC1479
 FC1479  HISTORY     - Date     Condition        Report By
 FC1479  HISTORY     - 1934     MONUMENTED       CGS
 FC1479  HISTORY     - 1951     MARK NOT FOUND   NGS
 FC1479  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1479
 FC1479                          STATION DESCRIPTION
 FC1479
 FC1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC1479'0.7 MI W FROM CENTERTOWN.
 FC1479'0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1479'CENTERTOWN, WARREN COUNTY, 300 FEET SOUTH OF A GROUP OF TOURIST
 FC1479'CABINS, 80 FEET WEST OF HOOVER INN, AND 30 FEET NORTH OF THE
 FC1479'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 32 1934
 FC1479'AND SET IN THE TOP OF A CONCRETE POST.
 FC1479
 FC1479                          STATION RECOVERY (2002)
 FC1479
 FC1479'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0234 ***********************************************************************
 FD0234  DESIGNATION -  A 33
 FD0234  PID         -  FD0234
 FD0234  STATE/COUNTY-  TN/BEDFORD
 FD0234  USGS QUAD   -  SHELBYVILLE (1981)
 FD0234
 FD0234                         *CURRENT SURVEY CONTROL
 FD0234  ___________________________________________________________________
 FD0234* NAD 83(1986)-  35 29 32.     (N)    086 25 19.     (W)     SCALED    
 FD0234* NAVD 88     -       243.589  (meters)     799.17   (feet)  ADJUSTED  
 FD0234  ___________________________________________________________________
 FD0234  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0234  DYNAMIC HT  -         243.368 (meters)     798.45  (feet)  COMP
 FD0234  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FD0234
 FD0234  VERT ORDER  -  SECOND    CLASS 0
 FD0234
 FD0234.The horizontal coordinates were scaled from a topographic map and have
 FD0234.an estimated accuracy of +/- 6 seconds.
 FD0234
 FD0234.The orthometric height was determined by differential leveling
 FD0234.and adjusted by the National Geodetic Survey in June 1991..
 FD0234
 FD0234.The geoid height was determined by GEOID03.
 FD0234
 FD0234.The dynamic height is computed by dividing the NAVD 88
 FD0234.geopotential number by the normal gravity value computed on the
 FD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0234.degrees latitude (g = 980.6199 gals.).
 FD0234
 FD0234.The modeled gravity was interpolated from observed gravity values.
 FD0234
 FD0234;                    North         East    Units  Estimated Accuracy
 FD0234;SPC TN       -   128,660.      561,720.      MT  (+/- 180 meters Scaled)
 FD0234
 FD0234                          SUPERSEDED SURVEY CONTROL
 FD0234
 FD0234  NGVD 29 (??/??/92)  243.587  (m)          799.17   (f) ADJ UNCH    2 0
 FD0234
 FD0234.Superseded values are not recommended for survey control.
 FD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0234.See file dsdata.txt to determine how the superseded data were derived.
 FD0234
 FD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE524277(NAD 83)
 FD0234_MARKER: DB = BENCH MARK DISK
 FD0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0234_STAMPING: A 33 1934
 FD0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0234+STABILITY: SURFACE MOTION
 FD0234
 FD0234  HISTORY     - Date     Condition        Report By
 FD0234  HISTORY     - 1934     MONUMENTED       CGS
 FD0234  HISTORY     - 1935     GOOD             NGS
 FD0234  HISTORY     - 20010731 MARK NOT FOUND   TNDT
 FD0234
 FD0234                          STATION DESCRIPTION
 FD0234
 FD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0234'2 MI NE FROM SHELBYVILLE.
 FD0234'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0234'LOUIS RAILWAY FROM SHELBYVILLE, BEDFORD COUNTY, 17 RAILS EAST
 FD0234'OF MILEPOST 6, 225 FEET SOUTH OF A HOUSE (WHITE IN 1934) AND
 FD0234'22.6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 FD0234'A 33 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 30 FEET
 FD0234'WEST OF POWER LINE POLE, 10 FEET SOUTHEAST OF A GUY WIRE, 90 FEET
 FD0234'NORTHWEST OF CENTERLINE OF ROAD CROSSING OF TRACK.
 FD0234
 FD0234                          STATION RECOVERY (2001)
 FD0234
 FD0234'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0206 ***********************************************************************
 FE0206  DESIGNATION -  A 35
 FE0206  PID         -  FE0206
 FE0206  STATE/COUNTY-  TN/HARDIN
 FE0206  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0206
 FE0206                         *CURRENT SURVEY CONTROL
 FE0206  ___________________________________________________________________
 FE0206* NAD 83(1986)-  35 17 23.     (N)    088 18 01.     (W)     SCALED    
 FE0206* NAVD 88     -       155.217  (meters)     509.24   (feet)  ADJUSTED  
 FE0206  ___________________________________________________________________
 FE0206  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0206  DYNAMIC HT  -         155.076 (meters)     508.78  (feet)  COMP
 FE0206  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE0206
 FE0206  VERT ORDER  -  SECOND    CLASS 0
 FE0206
 FE0206.The horizontal coordinates were scaled from a topographic map and have
 FE0206.an estimated accuracy of +/- 6 seconds.
 FE0206
 FE0206.The orthometric height was determined by differential leveling
 FE0206.and adjusted by the National Geodetic Survey in June 1991..
 FE0206
 FE0206.The geoid height was determined by GEOID03.
 FE0206
 FE0206.The dynamic height is computed by dividing the NAVD 88
 FE0206.geopotential number by the normal gravity value computed on the
 FE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0206.degrees latitude (g = 980.6199 gals.).
 FE0206
 FE0206.The modeled gravity was interpolated from observed gravity values.
 FE0206
 FE0206;                    North         East    Units  Estimated Accuracy
 FE0206;SPC TN       -   108,570.      390,780.      MT  (+/- 180 meters Scaled)
 FE0206
 FE0206                          SUPERSEDED SURVEY CONTROL
 FE0206
 FE0206  NGVD 29 (??/??/??)  155.230  (m)          509.28   (f) ADJUSTED    2 0
 FE0206
 FE0206.Superseded values are not recommended for survey control.
 FE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0206.See file dsdata.txt to determine how the superseded data were derived.
 FE0206
 FE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE817059(NAD 83)
 FE0206_MARKER: DB = BENCH MARK DISK
 FE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0206_STAMPING: 509.290 A 35 1934
 FE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0206+STABILITY: SURFACE MOTION
 FE0206
 FE0206  HISTORY     - Date     Condition        Report By
 FE0206  HISTORY     - 1934     MONUMENTED       CGS
 FE0206  HISTORY     - 1949     GOOD             CGS
 FE0206  HISTORY     - 1973     GOOD             TVA
 FE0206
 FE0206                          STATION DESCRIPTION
 FE0206
 FE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0206'1.8 MI SE FROM RIGHT.
 FE0206'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM RIGHT, HARDIN
 FE0206'COUNTY, ON THE FARM OWNED IN 1934 BY J.V. HUGHES, 180 FEET NORTH
 FE0206'OF A LARGE BARN, ON THE SOUTH BREAK OF A HILL, 20 FEET WEST OF
 FE0206'THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE, AND 2
 FE0206'FEET WEST OF A STEEL POST.  A STANDARD DISK, STAMPED 509.290 A
 FE0206'35 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARKER
 FE0206'IS SET 32 DEG S60W OF CENTERLINE OF ROAD.  S50E 11.3 TO 12 IN
 FE0206'PINE, N50W 7.8 TO 20 IN POST OAK IN FENCELINE, N30E 59.0 TO 14 IN
 FE0206'RED OAK.
 FE0206
 FE0206                          STATION RECOVERY (1973)
 FE0206
 FE0206'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0322 ***********************************************************************
 FE0322  DESIGNATION -  A 36
 FE0322  PID         -  FE0322
 FE0322  STATE/COUNTY-  TN/HARDIN
 FE0322  USGS QUAD   -  SAVANNAH (1991)
 FE0322
 FE0322                         *CURRENT SURVEY CONTROL
 FE0322  ___________________________________________________________________
 FE0322* NAD 83(1986)-  35 14 53.     (N)    088 08 43.     (W)     SCALED    
 FE0322* NAVD 88     -       136.884  (meters)     449.09   (feet)  ADJUSTED  
 FE0322  ___________________________________________________________________
 FE0322  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0322  DYNAMIC HT  -         136.759 (meters)     448.68  (feet)  COMP
 FE0322  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 FE0322
 FE0322  VERT ORDER  -  SECOND    CLASS 0
 FE0322
 FE0322.The horizontal coordinates were scaled from a topographic map and have
 FE0322.an estimated accuracy of +/- 6 seconds.
 FE0322
 FE0322.The orthometric height was determined by differential leveling
 FE0322.and adjusted by the National Geodetic Survey in June 1991..
 FE0322
 FE0322.The geoid height was determined by GEOID03.
 FE0322
 FE0322.The dynamic height is computed by dividing the NAVD 88
 FE0322.geopotential number by the normal gravity value computed on the
 FE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0322.degrees latitude (g = 980.6199 gals.).
 FE0322
 FE0322.The modeled gravity was interpolated from observed gravity values.
 FE0322
 FE0322;                    North         East    Units  Estimated Accuracy
 FE0322;SPC TN       -   103,630.      404,770.      MT  (+/- 180 meters Scaled)
 FE0322
 FE0322                          SUPERSEDED SURVEY CONTROL
 FE0322
 FE0322  NGVD 29 (??/??/??)  136.899  (m)          449.14   (f) ADJUSTED    2 0
 FE0322
 FE0322.Superseded values are not recommended for survey control.
 FE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0322.See file dsdata.txt to determine how the superseded data were derived.
 FE0322
 FE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE958011(NAD 83)
 FE0322_MARKER: DB = BENCH MARK DISK
 FE0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0322_STAMPING: A 36 1934
 FE0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0322+STABILITY: SURFACE MOTION
 FE0322
 FE0322  HISTORY     - Date     Condition        Report By
 FE0322  HISTORY     - 1934     MONUMENTED       CGS
 FE0322  HISTORY     - 1949     GOOD             CGS
 FE0322  HISTORY     - 1972     GOOD             TVA
 FE0322
 FE0322                          STATION DESCRIPTION
 FE0322
 FE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0322'5.5 MI E FROM SAVANNAH.
 FE0322'6.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM SAVANNAH, HARDIN
 FE0322'COUNTY, 3/4 MILE EAST OF A CONCRETE BRIDGE, SOUTH ACROSS THE HIGHWAY
 FE0322'FROM A SMALL STORE AT THE POPLAR SPRINGS TOURIST CAMP IN 1934,
 FE0322'9 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 YARD EAST OF
 FE0322'A POWER-TRANSMISSION LINE POLE, AND 2 FEET SOUTH OF A STEEL
 FE0322'POST.  A STANDARD DISK, STAMPED A 36 1934 AND SET IN THE TOP
 FE0322'OF A CONCRETE POST.  NOTE-- MONUMENT IS ON OLD HWY 64.
 FE0322
 FE0322                          STATION RECOVERY (1972)
 FE0322
 FE0322'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0807 ***********************************************************************
 FD0807  DESIGNATION -  A 37
 FD0807  PID         -  FD0807
 FD0807  STATE/COUNTY-  TN/LAWRENCE
 FD0807  USGS QUAD   -  DEERFIELD (1976)
 FD0807
 FD0807                         *CURRENT SURVEY CONTROL
 FD0807  ___________________________________________________________________
 FD0807* NAD 83(1986)-  35 15 47.     (N)    087 22 54.     (W)     SCALED    
 FD0807* NAVD 88     -       270.642  (meters)     887.93   (feet)  ADJUSTED  
 FD0807  ___________________________________________________________________
 FD0807  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0807  DYNAMIC HT  -         270.384 (meters)     887.08  (feet)  COMP
 FD0807  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FD0807
 FD0807  VERT ORDER  -  SECOND    CLASS 0
 FD0807
 FD0807.The horizontal coordinates were scaled from a topographic map and have
 FD0807.an estimated accuracy of +/- 6 seconds.
 FD0807
 FD0807.The orthometric height was determined by differential leveling
 FD0807.and adjusted by the National Geodetic Survey in June 1991..
 FD0807
 FD0807.The geoid height was determined by GEOID03.
 FD0807
 FD0807.The dynamic height is computed by dividing the NAVD 88
 FD0807.geopotential number by the normal gravity value computed on the
 FD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0807.degrees latitude (g = 980.6199 gals.).
 FD0807
 FD0807.The modeled gravity was interpolated from observed gravity values.
 FD0807
 FD0807;                    North         East    Units  Estimated Accuracy
 FD0807;SPC TN       -   104,040.      474,280.      MT  (+/- 180 meters Scaled)
 FD0807
 FD0807                          SUPERSEDED SURVEY CONTROL
 FD0807
 FD0807  NGVD 29 (??/??/92)  270.602  (m)          887.80   (f) ADJ UNCH    2 0
 FD0807
 FD0807.Superseded values are not recommended for survey control.
 FD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0807.See file dsdata.txt to determine how the superseded data were derived.
 FD0807
 FD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE652022(NAD 83)
 FD0807_MARKER: DB = BENCH MARK DISK
 FD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0807_STAMPING: A 37 1934
 FD0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0807+STABILITY: SURFACE MOTION
 FD0807
 FD0807  HISTORY     - Date     Condition        Report By
 FD0807  HISTORY     - 1934     MONUMENTED       CGS
 FD0807  HISTORY     - 1937     GOOD             NGS
 FD0807  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0807
 FD0807                          STATION DESCRIPTION
 FD0807
 FD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 FD0807'3.6 MI W FROM LAWRENCEBURG.
 FD0807'3.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0807'COUNTY, 350 FEET SOUTHWEST OF THE YELLOW HOUSE OWNED IN 1934 BY
 FD0807'J.H. STRIBLING, AT A SLIGHT DIP IN THE HIGHWAY, AT A DRAW, AT
 FD0807'THE FENCE LINE, AND 7 FEET SOUTH OF THE HIGHWAY.  A STANDARD DISK,
 FD0807'STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0807
 FD0807                          STATION RECOVERY (1972)
 FD0807
 FD0807'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0707 ***********************************************************************
 GD0707  DESIGNATION -  A 37.13 3 BOLT
 GD0707  PID         -  GD0707
 GD0707  STATE/COUNTY-  TN/LAKE
 GD0707  USGS QUAD   -  TIPTONVILLE (1981)
 GD0707
 GD0707                         *CURRENT SURVEY CONTROL
 GD0707  ___________________________________________________________________
 GD0707* NAD 83(1986)-  36 27 25.     (N)    089 23 58.     (W)     SCALED    
 GD0707* NAVD 88     -        86.696  (meters)     284.44   (feet)  ADJUSTED  
 GD0707  ___________________________________________________________________
 GD0707  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0707  DYNAMIC HT  -          86.627 (meters)     284.21  (feet)  COMP
 GD0707  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GD0707
 GD0707  VERT ORDER  -  FIRST     CLASS I
 GD0707
 GD0707.The horizontal coordinates were scaled from a topographic map and have
 GD0707.an estimated accuracy of +/- 6 seconds.
 GD0707
 GD0707.The orthometric height was determined by differential leveling
 GD0707.and adjusted by the National Geodetic Survey in June 1991..
 GD0707.WARNING-Repeat measurements at this control monument indicate possible
 GD0707.vertical movement.
 GD0707
 GD0707.The geoid height was determined by GEOID03.
 GD0707
 GD0707.The dynamic height is computed by dividing the NAVD 88
 GD0707.geopotential number by the normal gravity value computed on the
 GD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0707.degrees latitude (g = 980.6199 gals.).
 GD0707
 GD0707.The modeled gravity was interpolated from observed gravity values.
 GD0707
 GD0707;                    North         East    Units  Estimated Accuracy
 GD0707;SPC TN       -   240,910.      295,330.      MT  (+/- 180 meters Scaled)
 GD0707
 GD0707                          SUPERSEDED SURVEY CONTROL
 GD0707
 GD0707  NGVD 29 (??/??/??)   86.628  (m)          284.21   (f) ADJUSTED    1 1
 GD0707
 GD0707.Superseded values are not recommended for survey control.
 GD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0707.See file dsdata.txt to determine how the superseded data were derived.
 GD0707
 GD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF849373(NAD 83)
 GD0707_MARKER: B = BOLT
 GD0707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0707_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0707
 GD0707  HISTORY     - Date     Condition        Report By
 GD0707  HISTORY     - UNK      MONUMENTED       DOD
 GD0707  HISTORY     - 1974     GOOD             NGS
 GD0707
 GD0707                          STATION DESCRIPTION
 GD0707
 GD0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0707'0.15 MI NE FROM NEW MARKHAM.
 GD0707'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0707'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, IN A CULTIVATED
 GD0707'FIELD NEAR THE STUMP OF A VERY LARGE TREE, 152 FEET NORTHWEST AND
 GD0707'ACROSS TRACK FROM CENTER LINE OF STATE HIGHWAY 78, 72.2 FEET NORTHWEST
 GD0707'OF THE NORTHWEST RAIL OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD, 9
 GD0707'FEET SOUTHWEST OF THE STUMP, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND
 GD0707'RAIL.  A USE PIPE AND CAP OVER A BOLT AND PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0706 ***********************************************************************
 GD0706  DESIGNATION -  A 37.13 3 CAP
 GD0706  PID         -  GD0706
 GD0706  STATE/COUNTY-  TN/LAKE
 GD0706  USGS QUAD   -  TIPTONVILLE (1981)
 GD0706
 GD0706                         *CURRENT SURVEY CONTROL
 GD0706  ___________________________________________________________________
 GD0706* NAD 83(1986)-  36 27 25.     (N)    089 23 58.     (W)     SCALED    
 GD0706* NAVD 88     -        87.895  (meters)     288.37   (feet)  ADJUSTED  
 GD0706  ___________________________________________________________________
 GD0706  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0706  DYNAMIC HT  -          87.825 (meters)     288.14  (feet)  COMP
 GD0706  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GD0706
 GD0706  VERT ORDER  -  FIRST     CLASS I
 GD0706
 GD0706.The horizontal coordinates were scaled from a topographic map and have
 GD0706.an estimated accuracy of +/- 6 seconds.
 GD0706
 GD0706.The orthometric height was determined by differential leveling
 GD0706.and adjusted by the National Geodetic Survey in June 1991..
 GD0706.WARNING-Repeat measurements at this control monument indicate possible
 GD0706.vertical movement.
 GD0706
 GD0706.The geoid height was determined by GEOID03.
 GD0706
 GD0706.The dynamic height is computed by dividing the NAVD 88
 GD0706.geopotential number by the normal gravity value computed on the
 GD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0706.degrees latitude (g = 980.6199 gals.).
 GD0706
 GD0706.The modeled gravity was interpolated from observed gravity values.
 GD0706
 GD0706;                    North         East    Units  Estimated Accuracy
 GD0706;SPC TN       -   240,910.      295,330.      MT  (+/- 180 meters Scaled)
 GD0706
 GD0706                          SUPERSEDED SURVEY CONTROL
 GD0706
 GD0706  NGVD 29 (??/??/??)   87.835  (m)          288.17   (f) ADJUSTED    1 1
 GD0706
 GD0706.Superseded values are not recommended for survey control.
 GD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0706.See file dsdata.txt to determine how the superseded data were derived.
 GD0706
 GD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF849373(NAD 83)
 GD0706_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0706_STAMPING: A37.13-3 RESET 1956
 GD0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0706
 GD0706  HISTORY     - Date     Condition        Report By
 GD0706  HISTORY     - 1956     MONUMENTED       DOD
 GD0706  HISTORY     - 1974     GOOD             NGS
 GD0706  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0706
 GD0706                          STATION DESCRIPTION
 GD0706
 GD0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0706'0.15 MI NE FROM NEW MARKHAM.
 GD0706'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0706'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, IN A CULTIVATED
 GD0706'FIELD NEAR THE STUMP OF A VERY LARGE TREE, 152 FEET NORTHWEST AND
 GD0706'ACROSS TRACK FROM CENTER LINE OF STATE HIGHWAY 78, 72.2 FEET NORTHWEST
 GD0706'OF THE NORTHWEST RAIL OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD, 9
 GD0706'FEET SOUTHWEST OF THE STUMP, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND
 GD0706'RAIL.  A USE PIPE AND CAP OVER A BOLT AND PROJECTING 0.6 FOOT.
 GD0706
 GD0706                          STATION RECOVERY (2002)
 GD0706
 GD0706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0706'SUSPECTED DESTROYED. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0909 ***********************************************************************
 GD0909  DESIGNATION -  A 37.14 1
 GD0909  PID         -  GD0909
 GD0909  STATE/COUNTY-  TN/LAKE
 GD0909  USGS QUAD   -  POINT PLEASANT (1982)
 GD0909
 GD0909                         *CURRENT SURVEY CONTROL
 GD0909  ___________________________________________________________________
 GD0909* NAD 83(1986)-  36 28 54.     (N)    089 30 17.     (W)     SCALED    
 GD0909* NAVD 88     -        90.784  (meters)     297.85   (feet)  POSTED    
 GD0909  ___________________________________________________________________
 GD0909  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0909  DYNAMIC HT  -          90.710 (meters)     297.60  (feet)  COMP
 GD0909  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GD0909
 GD0909  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GD0909
 GD0909.The horizontal coordinates were scaled from a topographic map and have
 GD0909.an estimated accuracy of +/- 6 seconds.
 GD0909
 GD0909.The orthometric height was determined by differential leveling
 GD0909.and adjusted by the National Geodetic Survey in 1992..
 GD0909.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GD0909.rate of 2.1 thru 3.0 mm/km.
 GD0909
 GD0909.The geoid height was determined by GEOID03.
 GD0909
 GD0909.The dynamic height is computed by dividing the NAVD 88
 GD0909.geopotential number by the normal gravity value computed on the
 GD0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0909.degrees latitude (g = 980.6199 gals.).
 GD0909
 GD0909.The modeled gravity was interpolated from observed gravity values.
 GD0909
 GD0909;                    North         East    Units  Estimated Accuracy
 GD0909;SPC TN       -   243,990.      286,000.      MT  (+/- 180 meters Scaled)
 GD0909
 GD0909                          SUPERSEDED SURVEY CONTROL
 GD0909
 GD0909  NGVD 29 (??/??/??)   90.696  (m)          297.56   (f) ADJUSTED    2 0
 GD0909
 GD0909.Superseded values are not recommended for survey control.
 GD0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0909.See file dsdata.txt to determine how the superseded data were derived.
 GD0909
 GD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF756402(NAD 83)
 GD0909_MARKER: P = PIPE CAP
 GD0909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0909_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0909_STAMPING: A 37-14-1
 GD0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0909
 GD0909  HISTORY     - Date     Condition        Report By
 GD0909  HISTORY     - UNK      MONUMENTED       DOD
 GD0909  HISTORY     - 1943     POOR             CGS
 GD0909  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD0909
 GD0909                          STATION DESCRIPTION
 GD0909
 GD0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0909'3.8 MI NW FROM CATES.
 GD0909'3.8 MILES NORTHWEST ALONG THE TIPTONVILLE-NEW MADRID FERRY ROAD
 GD0909'FROM THE SCHOOL BUILDING AT CATES, 1.2 MILES SOUTH OF THE
 GD0909'KENTUCKY-TENNESSEE STATE LINE, IN THE YARD OF A HOUSE WHICH IS
 GD0909'ACROSS THE ROAD FROM A STORE AND 100 YARDS SOUTHWEST OF A
 GD0909'SCHOOL BUILDING, 14 YARDS WEST OF THE CENTERLINE OF THE ROAD,
 GD0909'4 YARDS SOUTH OF THE ENTRANCE DRIVE, AND 5 YARDS EAST OF A
 GD0909'66-INCH HOLLOW TREE.  A CORPS OF ENGINEERS, U.S. ARMY,
 GD0909'STANDARD CAP STAMPED A 37-14-1 AND RIVETED ON THE TOP OF A
 GD0909'3-INCH IRON PIPE.
 GD0909
 GD0909                          STATION RECOVERY (2002)
 GD0909
 GD0909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0909'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0746 ***********************************************************************
 GD0746  DESIGNATION -  A 37.15 1
 GD0746  PID         -  GD0746
 GD0746  STATE/COUNTY-  TN/LAKE
 GD0746  USGS QUAD   -  RIDGELY (1981)
 GD0746
 GD0746                         *CURRENT SURVEY CONTROL
 GD0746  ___________________________________________________________________
 GD0746* NAD 83(1986)-  36 15 49.     (N)    089 29 26.     (W)     SCALED    
 GD0746* NAVD 88     -        85.384  (meters)     280.13   (feet)  ADJUSTED  
 GD0746  ___________________________________________________________________
 GD0746  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0746  DYNAMIC HT  -          85.314 (meters)     279.90  (feet)  COMP
 GD0746  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GD0746
 GD0746  VERT ORDER  -  FIRST     CLASS I
 GD0746
 GD0746.The horizontal coordinates were scaled from a topographic map and have
 GD0746.an estimated accuracy of +/- 6 seconds.
 GD0746
 GD0746.The orthometric height was determined by differential leveling
 GD0746.and adjusted by the National Geodetic Survey in June 1991..
 GD0746
 GD0746.The geoid height was determined by GEOID03.
 GD0746
 GD0746.The dynamic height is computed by dividing the NAVD 88
 GD0746.geopotential number by the normal gravity value computed on the
 GD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0746.degrees latitude (g = 980.6199 gals.).
 GD0746
 GD0746.The modeled gravity was interpolated from observed gravity values.
 GD0746
 GD0746;                    North         East    Units  Estimated Accuracy
 GD0746;SPC TN       -   219,760.      286,400.      MT  (+/- 180 meters Scaled)
 GD0746
 GD0746                          SUPERSEDED SURVEY CONTROL
 GD0746
 GD0746  NGVD 29 (??/??/??)   85.308  (m)          279.88   (f) ADJUSTED    1 1
 GD0746
 GD0746.Superseded values are not recommended for survey control.
 GD0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0746.See file dsdata.txt to determine how the superseded data were derived.
 GD0746
 GD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF762160(NAD 83)
 GD0746_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0746_STAMPING: A 37 15-1
 GD0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0746
 GD0746  HISTORY     - Date     Condition        Report By
 GD0746  HISTORY     - UNK      MONUMENTED       DOD
 GD0746  HISTORY     - 1974     GOOD             NGS
 GD0746  HISTORY     - 20020802 POOR             USACE
 GD0746
 GD0746                          STATION DESCRIPTION
 GD0746
 GD0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0746'IN RIDGELY.
 GD0746'AT RIDGELY, AT THE RAILROAD STATION AND CROSSING OF TRACKS AND POPLAR
 GD0746'STREET (ALSO LEVEE ROAD), 138.4 FEET NORTH OF THE NORTHWEST CORNER OF
 GD0746'THE OLD ILLINOIS CENTRAL RAILROAD STATION, 90 FEET NORTHEAST OF THE
 GD0746'CENTER OF THE CROSSING OF THE TRACKS AND LEVEE ROAD, 38.5 FEET EAST OF
 GD0746'THE EAST RAIL OF THE MAIN TRACK, 34.6 FEET NORTH OF THE CENTER LINE OF
 GD0746'LEVEE ROAD, 0.6 FOOT SOUTH OF A METAL WITNESS POST.  A USE PIPE AND
 GD0746'CAP PROJECTING 0.3 FOOT.
 GD0746
 GD0746                          STATION RECOVERY (2002)
 GD0746
 GD0746'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0746'MARK DESTROYED. FOUND PIPE SHEARED OFF FLUSH WITH THE GROUND, CAP
 GD0746'DESTROYED.
 GD0746' 
 GD0746'BOLT OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1352 ***********************************************************************
 FC1352  DESIGNATION -  A 38
 FC1352  PID         -  FC1352
 FC1352  STATE/COUNTY-  TN/GRUNDY
 FC1352  USGS QUAD   -  MONTEAGLE (1982)
 FC1352
 FC1352                         *CURRENT SURVEY CONTROL
 FC1352  ___________________________________________________________________
 FC1352* NAD 83(1986)-  35 14 23.     (N)    085 49 41.     (W)     SCALED    
 FC1352* NAVD 88     -       589.136  (meters)    1932.86   (feet)  ADJUSTED  
 FC1352  ___________________________________________________________________
 FC1352  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1352  DYNAMIC HT  -         588.536 (meters)    1930.89  (feet)  COMP
 FC1352  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FC1352
 FC1352  VERT ORDER  -  SECOND    CLASS 0
 FC1352
 FC1352.The horizontal coordinates were scaled from a topographic map and have
 FC1352.an estimated accuracy of +/- 6 seconds.
 FC1352
 FC1352.The orthometric height was determined by differential leveling
 FC1352.and adjusted by the National Geodetic Survey in June 1991..
 FC1352
 FC1352.The geoid height was determined by GEOID03.
 FC1352
 FC1352.The dynamic height is computed by dividing the NAVD 88
 FC1352.geopotential number by the normal gravity value computed on the
 FC1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1352.degrees latitude (g = 980.6199 gals.).
 FC1352
 FC1352.The modeled gravity was interpolated from observed gravity values.
 FC1352
 FC1352;                    North         East    Units  Estimated Accuracy
 FC1352;SPC TN       -   100,580.      615,650.      MT  (+/- 180 meters Scaled)
 FC1352
 FC1352                          SUPERSEDED SURVEY CONTROL
 FC1352
 FC1352  NGVD 29 (??/??/92)  589.120  (m)         1932.80   (f) ADJ UNCH    2 0
 FC1352
 FC1352.Superseded values are not recommended for survey control.
 FC1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1352.See file dsdata.txt to determine how the superseded data were derived.
 FC1352
 FC1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE066002(NAD 83)
 FC1352_MARKER: DB = BENCH MARK DISK
 FC1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1352_STAMPING: A 38 1934
 FC1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1352+STABILITY: SURFACE MOTION
 FC1352
 FC1352  HISTORY     - Date     Condition        Report By
 FC1352  HISTORY     - 1934     MONUMENTED       CGS
 FC1352  HISTORY     - 1949     GOOD             NGS
 FC1352  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1352
 FC1352                          STATION DESCRIPTION
 FC1352
 FC1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1352'AT MONTEAGLE.
 FC1352'AT THE EAST SIDE OF MONTEAGLE, GRUNDY COUNTY, 50 FEET EAST OF THE
 FC1352'JUNCTION OF STATE HIGHWAY 2 WITH STATE HIGHWAY 56, 14 FEET
 FC1352'SOUTH OF A FENCE CORNER, AND 1 FOOT INSIDE OF THE RIGHT-OF-WAY
 FC1352'FENCE.  A STANDARD DISK, STAMPED A 38 1934 AND SET IN THE TOP OF
 FC1352'A CONCRETE POST.
 FC1352
 FC1352                          STATION RECOVERY (1972)
 FC1352
 FC1352'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1172 ***********************************************************************
 FC1172  DESIGNATION -  A 39
 FC1172  PID         -  FC1172
 FC1172  STATE/COUNTY-  TN/HAMILTON
 FC1172  USGS QUAD   -  OOLTEWAH (1976)
 FC1172
 FC1172                         *CURRENT SURVEY CONTROL
 FC1172  ___________________________________________________________________
 FC1172* NAD 83(1986)-  35 04 37.     (N)    085 02 31.     (W)     SCALED    
 FC1172* NAVD 88     -       242.842  (meters)     796.72   (feet)  ADJUSTED  
 FC1172  ___________________________________________________________________
 FC1172  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1172  DYNAMIC HT  -         242.599 (meters)     795.93  (feet)  COMP
 FC1172  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 FC1172
 FC1172  VERT ORDER  -  FIRST     CLASS II
 FC1172
 FC1172.The horizontal coordinates were scaled from a topographic map and have
 FC1172.an estimated accuracy of +/- 6 seconds.
 FC1172
 FC1172.The orthometric height was determined by differential leveling
 FC1172.and adjusted by the National Geodetic Survey in June 1991..
 FC1172
 FC1172.The geoid height was determined by GEOID03.
 FC1172
 FC1172.The dynamic height is computed by dividing the NAVD 88
 FC1172.geopotential number by the normal gravity value computed on the
 FC1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1172.degrees latitude (g = 980.6199 gals.).
 FC1172
 FC1172.The modeled gravity was interpolated from observed gravity values.
 FC1172
 FC1172;                    North         East    Units  Estimated Accuracy
 FC1172;SPC TN       -    82,930.      687,380.      MT  (+/- 180 meters Scaled)
 FC1172
 FC1172                          SUPERSEDED SURVEY CONTROL
 FC1172
 FC1172  NGVD 29 (??/??/92)  242.853  (m)          796.76   (f) ADJ UNCH    1 2
 FC1172
 FC1172.Superseded values are not recommended for survey control.
 FC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1172.See file dsdata.txt to determine how the superseded data were derived.
 FC1172
 FC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD785833(NAD 83)
 FC1172_MARKER: DB = BENCH MARK DISK
 FC1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1172_SP_SET: CULVERT
 FC1172_STAMPING: A 39 1934
 FC1172_MARK LOGO: CGS   
 FC1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1172
 FC1172  HISTORY     - Date     Condition        Report By
 FC1172  HISTORY     - 1934     MONUMENTED       CGS
 FC1172  HISTORY     - 1949     GOOD             NGS
 FC1172  HISTORY     - 1972     GOOD             TVA
 FC1172  HISTORY     - 1983     GOOD             NGS
 FC1172
 FC1172                          STATION DESCRIPTION
 FC1172
 FC1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1172'1.5 MI N FROM OOLTEWAH.
 FC1172'1.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1172'OOLTEWAH, HAMILTON COUNTY, 20 RAILS SOUTH OF MILEPOST 225, AND IN
 FC1172'THE CENTER OF THE TOP OF THE WEST HEADWALL OF A STONE-AND-CONCRETE
 FC1172'CULVERT.  A STANDARD DISK, STAMPED A 39 1934.
 FC1172
 FC1172                          STATION RECOVERY (1972)
 FC1172
 FC1172'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1172'RECOVERED IN GOOD CONDITION.
 FC1172
 FC1172                          STATION RECOVERY (1983)
 FC1172
 FC1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1184 ***********************************************************************
 FC1184  DESIGNATION -  A 40
 FC1184  PID         -  FC1184
 FC1184  STATE/COUNTY-  TN/HAMILTON
 FC1184  USGS QUAD   -  CHATTANOOGA (1976)
 FC1184
 FC1184                         *CURRENT SURVEY CONTROL
 FC1184  ___________________________________________________________________
 FC1184* NAD 83(1986)-  35 02 41.     (N)    085 18 31.     (W)     SCALED    
 FC1184* NAVD 88     -       208.766  (meters)     684.93   (feet)  ADJUSTED  
 FC1184  ___________________________________________________________________
 FC1184  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1184  DYNAMIC HT  -         208.558 (meters)     684.24  (feet)  COMP
 FC1184  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 FC1184
 FC1184  VERT ORDER  -  FIRST     CLASS II
 FC1184
 FC1184.The horizontal coordinates were scaled from a topographic map and have
 FC1184.an estimated accuracy of +/- 6 seconds.
 FC1184
 FC1184.The orthometric height was determined by differential leveling
 FC1184.and adjusted by the National Geodetic Survey in June 1991..
 FC1184.WARNING-Repeat measurements at this control monument indicate possible
 FC1184.vertical movement.
 FC1184
 FC1184.The geoid height was determined by GEOID03.
 FC1184
 FC1184.The dynamic height is computed by dividing the NAVD 88
 FC1184.geopotential number by the normal gravity value computed on the
 FC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1184.degrees latitude (g = 980.6199 gals.).
 FC1184
 FC1184.The modeled gravity was interpolated from observed gravity values.
 FC1184
 FC1184;                    North         East    Units  Estimated Accuracy
 FC1184;SPC TN       -    79,150.      663,080.      MT  (+/- 180 meters Scaled)
 FC1184
 FC1184                          SUPERSEDED SURVEY CONTROL
 FC1184
 FC1184  NGVD 29 (??/??/92)  208.800  (m)          685.04   (f) ADJ UNCH    1 2
 FC1184
 FC1184.Superseded values are not recommended for survey control.
 FC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1184.See file dsdata.txt to determine how the superseded data were derived.
 FC1184
 FC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD542793(NAD 83)
 FC1184_MARKER: DB = BENCH MARK DISK
 FC1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1184_STAMPING: A 40 1934
 FC1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1184+STABILITY: SURFACE MOTION
 FC1184
 FC1184  HISTORY     - Date     Condition        Report By
 FC1184  HISTORY     - 1934     MONUMENTED       CGS
 FC1184  HISTORY     - 1950     GOOD             NGS
 FC1184  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1184
 FC1184                          STATION DESCRIPTION
 FC1184
 FC1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1184'AT CHATTANOOGA.
 FC1184'AT CHATTANOOGA, AT THE INTERSECTION OF GEORGIA AVENUE AND EAST
 FC1184'TENTH STREET, IN LAWN OF THE POST OFFICE BUILDING, 3.3 FEET
 FC1184'NORTH OF THE NORTH CURB OF A SIDEWALK, 3 1/2 FEET EAST OF THE
 FC1184'EAST CURB OF A SIDE WALK, ABOUT 1/2 FOOT ABOVE THE WALK AND
 FC1184'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC1184
 FC1184                          STATION RECOVERY (1983)
 FC1184
 FC1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1184'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0833 ***********************************************************************
 GD0833  DESIGNATION -  A 40.1 35 BOLT
 GD0833  PID         -  GD0833
 GD0833  STATE/COUNTY-  TN/DYER
 GD0833  USGS QUAD   -  DYERSBURG (1983)
 GD0833
 GD0833                         *CURRENT SURVEY CONTROL
 GD0833  ___________________________________________________________________
 GD0833* NAD 83(1986)-  36 01 48.     (N)    089 22 37.     (W)     SCALED    
 GD0833* NAVD 88     -        88.699  (meters)     291.01   (feet)  ADJUSTED  
 GD0833  ___________________________________________________________________
 GD0833  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0833  DYNAMIC HT  -          88.624 (meters)     290.76  (feet)  COMP
 GD0833  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GD0833
 GD0833  VERT ORDER  -  FIRST     CLASS I
 GD0833
 GD0833.The horizontal coordinates were scaled from a topographic map and have
 GD0833.an estimated accuracy of +/- 6 seconds.
 GD0833
 GD0833.The orthometric height was determined by differential leveling
 GD0833.and adjusted by the National Geodetic Survey in June 1991..
 GD0833.WARNING-Repeat measurements at this control monument indicate possible
 GD0833.vertical movement.
 GD0833
 GD0833.The geoid height was determined by GEOID03.
 GD0833
 GD0833.The dynamic height is computed by dividing the NAVD 88
 GD0833.geopotential number by the normal gravity value computed on the
 GD0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0833.degrees latitude (g = 980.6199 gals.).
 GD0833
 GD0833.The modeled gravity was interpolated from observed gravity values.
 GD0833
 GD0833;                    North         East    Units  Estimated Accuracy
 GD0833;SPC TN       -   193,490.      295,710.      MT  (+/- 180 meters Scaled)
 GD0833
 GD0833                          SUPERSEDED SURVEY CONTROL
 GD0833
 GD0833  NGVD 29 (??/??/??)   88.627  (m)          290.77   (f) ADJUSTED    1 1
 GD0833
 GD0833.Superseded values are not recommended for survey control.
 GD0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0833.See file dsdata.txt to determine how the superseded data were derived.
 GD0833
 GD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE858898(NAD 83)
 GD0833_MARKER: B = BOLT
 GD0833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0833_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0833_STAMPING: A 40.1-35
 GD0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0833
 GD0833  HISTORY     - Date     Condition        Report By
 GD0833  HISTORY     - UNK      MONUMENTED       DOD
 GD0833  HISTORY     - 1957     GOOD             CGS
 GD0833  HISTORY     - 1974     GOOD             NGS
 GD0833
 GD0833                          STATION DESCRIPTION
 GD0833
 GD0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0833'AT DYERSBURG.
 GD0833'AT DYERSBURG, AT THE ILLINOIS CENTRAL RAILROAD STATION, 19 1/2
 GD0833'FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 16 FEET NORTH OF NORTH
 GD0833'RAIL OF A TRACK LEADING TO GULF, MOBILE AND OHIO RAILROAD STATION,
 GD0833'163 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM SOUTHEAST CORNER
 GD0833'OF I. C. RR STATION, 123 FEET WEST-SOUTHWEST OF SOUTH CORNER
 GD0833'OF G.M. AND O. RR STATION, 6 1/2 FEET NORTHEAST OF TELEPHONE
 GD0833'POLE NO. 4018, ABOUT 1/2 FOOT BELOW LEVEL OF TRACKS AND IS A BOLT
 GD0833'DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH PROJECTS 8 INCHES.
 GD0833
 GD0833                          STATION RECOVERY (1974)
 GD0833
 GD0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0833'AT DYERSBURG, 0.10 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 GD0833'COURTHOUSE, 0.50 MILES EAST ALONG EAST CEDAR STREET, AT THE ILLINOIS
 GD0833'CENTRAL RAILROAD STATION, BETWEEN THE MAIN TRACKS AND A SPUR TRACK
 GD0833'LEADING TO THE GULF, MOBILE AND OHIO RAILROAD STATION, 163.5 FEET EAST
 GD0833'AND ACROSS TRACK FROM THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL
 GD0833'RAILROAD STATION, 124 FEET WEST OF THE SOUTH CORNER OF THE GULF,
 GD0833'MOBILE AND OHIO RAILROAD STATION, 18.9 FEET SOUTH OF THE SOUTH RAIL OF
 GD0833'SOUTH TRACK, 16.6 FEET NORTH OF THE NORTH RAIL OF SPUR TRACK, 0.8 FOOT
 GD0833'NORTHEAST OF A METAL WITNESS POST, 0.5 FOOT BELOW LEVEL OF THE TRACKS.
 GD0833'A USE PIPE AND CAP PROJECTING 0.7 INCHES OVER A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0832 ***********************************************************************
 GD0832  DESIGNATION -  A 40.1 35 CAP
 GD0832  PID         -  GD0832
 GD0832  STATE/COUNTY-  TN/DYER
 GD0832  USGS QUAD   -  DYERSBURG (1983)
 GD0832
 GD0832                         *CURRENT SURVEY CONTROL
 GD0832  ___________________________________________________________________
 GD0832* NAD 83(1986)-  36 01 48.     (N)    089 22 37.     (W)     SCALED    
 GD0832* NAVD 88     -        89.894  (meters)     294.93   (feet)  ADJUSTED  
 GD0832  ___________________________________________________________________
 GD0832  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0832  DYNAMIC HT  -          89.818 (meters)     294.68  (feet)  COMP
 GD0832  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GD0832
 GD0832  VERT ORDER  -  FIRST     CLASS I
 GD0832
 GD0832.The horizontal coordinates were scaled from a topographic map and have
 GD0832.an estimated accuracy of +/- 6 seconds.
 GD0832
 GD0832.The orthometric height was determined by differential leveling
 GD0832.and adjusted by the National Geodetic Survey in June 1991..
 GD0832
 GD0832.The geoid height was determined by GEOID03.
 GD0832
 GD0832.The dynamic height is computed by dividing the NAVD 88
 GD0832.geopotential number by the normal gravity value computed on the
 GD0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0832.degrees latitude (g = 980.6199 gals.).
 GD0832
 GD0832.The modeled gravity was interpolated from observed gravity values.
 GD0832
 GD0832;                    North         East    Units  Estimated Accuracy
 GD0832;SPC TN       -   193,490.      295,710.      MT  (+/- 180 meters Scaled)
 GD0832
 GD0832                          SUPERSEDED SURVEY CONTROL
 GD0832
 GD0832  NGVD 29 (??/??/??)   89.886  (m)          294.90   (f) ADJUSTED    1 1
 GD0832
 GD0832.Superseded values are not recommended for survey control.
 GD0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0832.See file dsdata.txt to determine how the superseded data were derived.
 GD0832
 GD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE858898(NAD 83)
 GD0832_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0832_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0832_STAMPING: A 40.1-35
 GD0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0832+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0832
 GD0832  HISTORY     - Date     Condition        Report By
 GD0832  HISTORY     - UNK      MONUMENTED       DOD
 GD0832  HISTORY     - 1957     GOOD             CGS
 GD0832  HISTORY     - 1974     GOOD             NGS
 GD0832  HISTORY     - 20020730 GOOD             USACE
 GD0832
 GD0832                          STATION DESCRIPTION
 GD0832
 GD0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0832'AT DYERSBURG.
 GD0832'AT DYERSBURG, AT THE ILLINOIS CENTRAL RAILROAD STATION, 19 1/2
 GD0832'FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 16 FEET NORTH OF NORTH
 GD0832'RAIL OF A TRACK LEADING TO GULF, MOBILE AND OHIO RAILROAD
 GD0832'STATION, 163 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM SOUTHEAST
 GD0832'CORNER OF I. C. RR STATION, 123 FEET WEST-SOUTHWEST OF SOUTH CORNER
 GD0832'OF G.M. AND O. RR STATION, 6 1/2 FEET NORTHEAST OF TELEPHONE
 GD0832'POLE NO. 4018, A U.S.E. PIPE AND CAP WHICH PROJECTS 8 INCHES.
 GD0832
 GD0832                          STATION RECOVERY (1974)
 GD0832
 GD0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0832'AT DYERSBURG, 0.10 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 GD0832'COURTHOUSE, 0.50 MILES EAST ALONG EAST CEDAR STREET, AT THE ILLINOIS
 GD0832'CENTRAL RAILROAD STATION, BETWEEN THE MAIN TRACKS AND A SPUR TRACK
 GD0832'LEADING TO THE GULF, MOBILE AND OHIO RAILROAD STATION, 163.5 FEET EAST
 GD0832'AND ACROSS TRACK FROM THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL
 GD0832'RAILROAD STATION, 124 FEET WEST OF THE SOUTH CORNER OF THE GULF,
 GD0832'MOBILE AND OHIO RAILROAD STATION, 18.9 FEET SOUTH OF THE SOUTH RAIL OF
 GD0832'SOUTH TRACK, 16.6 FEET NORTH OF THE NORTH RAIL OF SPUR TRACK, 0.8 FOOT
 GD0832'NORTHEAST OF A METAL WITNESS POST, 0.5 FOOT BELOW LEVEL OF THE TRACKS.
 GD0832'A USE PIPE AND CAP PROJECTING 0.7 INCHES OVER A BOLT.
 GD0832
 GD0832                          STATION RECOVERY (2002)
 GD0832
 GD0832'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0808 ***********************************************************************
 GD0808  DESIGNATION -  A 40.17 5
 GD0808  PID         -  GD0808
 GD0808  STATE/COUNTY-  TN/DYER
 GD0808  USGS QUAD   -  DYERSBURG (1983)
 GD0808
 GD0808                         *CURRENT SURVEY CONTROL
 GD0808  ___________________________________________________________________
 GD0808* NAD 83(1986)-  36 02 00.     (N)    089 26 27.     (W)     SCALED    
 GD0808* NAVD 88     -        85.070  (meters)     279.10   (feet)  ADJUSTED  
 GD0808  ___________________________________________________________________
 GD0808  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0808  DYNAMIC HT  -          84.998 (meters)     278.86  (feet)  COMP
 GD0808  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 GD0808
 GD0808  VERT ORDER  -  SECOND    CLASS 0
 GD0808
 GD0808.The horizontal coordinates were scaled from a topographic map and have
 GD0808.an estimated accuracy of +/- 6 seconds.
 GD0808
 GD0808.The orthometric height was determined by differential leveling
 GD0808.and adjusted by the National Geodetic Survey in June 1991..
 GD0808
 GD0808.The geoid height was determined by GEOID03.
 GD0808
 GD0808.The dynamic height is computed by dividing the NAVD 88
 GD0808.geopotential number by the normal gravity value computed on the
 GD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0808.degrees latitude (g = 980.6199 gals.).
 GD0808
 GD0808.The modeled gravity was interpolated from observed gravity values.
 GD0808
 GD0808;                    North         East    Units  Estimated Accuracy
 GD0808;SPC TN       -   194,060.      289,970.      MT  (+/- 180 meters Scaled)
 GD0808
 GD0808                          SUPERSEDED SURVEY CONTROL
 GD0808
 GD0808  NGVD 29 (??/??/??)   85.002  (m)          278.88   (f) ADJUSTED    2 0
 GD0808
 GD0808.Superseded values are not recommended for survey control.
 GD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0808.See file dsdata.txt to determine how the superseded data were derived.
 GD0808
 GD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE800904(NAD 83)
 GD0808_MARKER: P = PIPE CAP
 GD0808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0808_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0808_STAMPING: A 40.17-5
 GD0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0808
 GD0808  HISTORY     - Date     Condition        Report By
 GD0808  HISTORY     - UNK      MONUMENTED       DOD
 GD0808  HISTORY     - 1957     GOOD             CGS
 GD0808  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0808
 GD0808                          STATION DESCRIPTION
 GD0808
 GD0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0808'2.2 MI E FROM FINLEY.
 GD0808'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0808'CHURCH AT FINLEY, AT CROSSING OF HIGHWAY AND THE ILLINOIS CENTRAL
 GD0808'RAILROAD, 48 FEET NORTH OF CENTER LINE OF HIGHWAY, 22 FEET EAST OF
 GD0808'EAST RAIL OF TRACK, 10 FEET NORTHWEST OF AN IRON PIPE
 GD0808'FENCE CORNER, 6 1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 2
 GD0808'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GD0808'HIGHWAY AND IS A U.S.E. PIPE AND CAP PROJECTING 8 INCHES.
 GD0808
 GD0808                          STATION RECOVERY (2002)
 GD0808
 GD0808'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1120 ***********************************************************************
 FC1120  DESIGNATION -  A 41
 FC1120  PID         -  FC1120
 FC1120  STATE/COUNTY-  TN/MARION
 FC1120  USGS QUAD   -  KETNER GAP (1976)
 FC1120
 FC1120                         *CURRENT SURVEY CONTROL
 FC1120  ___________________________________________________________________
 FC1120* NAD 83(1986)-  35 13 16.     (N)    085 29 55.     (W)     SCALED    
 FC1120* NAVD 88     -       201.430  (meters)     660.86   (feet)  ADJUSTED  
 FC1120  ___________________________________________________________________
 FC1120  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1120  DYNAMIC HT  -         201.236 (meters)     660.22  (feet)  COMP
 FC1120  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FC1120
 FC1120  VERT ORDER  -  SECOND    CLASS 0
 FC1120
 FC1120.The horizontal coordinates were scaled from a topographic map and have
 FC1120.an estimated accuracy of +/- 6 seconds.
 FC1120
 FC1120.The orthometric height was determined by differential leveling
 FC1120.and adjusted by the National Geodetic Survey in June 1991..
 FC1120
 FC1120.The geoid height was determined by GEOID03.
 FC1120
 FC1120.The dynamic height is computed by dividing the NAVD 88
 FC1120.geopotential number by the normal gravity value computed on the
 FC1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1120.degrees latitude (g = 980.6199 gals.).
 FC1120
 FC1120.The modeled gravity was interpolated from observed gravity values.
 FC1120
 FC1120;                    North         East    Units  Estimated Accuracy
 FC1120;SPC TN       -    98,620.      645,650.      MT  (+/- 180 meters Scaled)
 FC1120
 FC1120                          SUPERSEDED SURVEY CONTROL
 FC1120
 FC1120  NGVD 29 (??/??/92)  201.460  (m)          660.96   (f) ADJ UNCH    2 0
 FC1120
 FC1120.Superseded values are not recommended for survey control.
 FC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1120.See file dsdata.txt to determine how the superseded data were derived.
 FC1120
 FC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD366985(NAD 83)
 FC1120_MARKER: DB = BENCH MARK DISK
 FC1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1120_STAMPING: A 41 1934
 FC1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1120+STABILITY: SURFACE MOTION
 FC1120
 FC1120  HISTORY     - Date     Condition        Report By
 FC1120  HISTORY     - 1934     MONUMENTED       CGS
 FC1120
 FC1120                          STATION DESCRIPTION
 FC1120
 FC1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1120'2 MI NE FROM WHITWELL.
 FC1120'2 MILES NORTHEAST ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FC1120'RAILWAY FROM WHITWELL, MARION COUNTY, 4-1/2 POLES NORTHEAST
 FC1120'OF MILEPOST 25, AND 45 FEET NORTHWEST OF A GRADE CROSSING.
 FC1120'A STANDARD DISK, STAMPED A 41 1934 AND SET IN THE TOP OF A
 FC1120'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0751 ***********************************************************************
 GD0751  DESIGNATION -  A 41.17 1
 GD0751  PID         -  GD0751
 GD0751  STATE/COUNTY-  TN/LAKE
 GD0751  USGS QUAD   -  MISTON (1983)
 GD0751
 GD0751                         *CURRENT SURVEY CONTROL
 GD0751  ___________________________________________________________________
 GD0751* NAD 83(1986)-  36 12 53.     (N)    089 29 54.     (W)     SCALED    
 GD0751* NAVD 88     -        83.802  (meters)     274.94   (feet)  ADJUSTED  
 GD0751  ___________________________________________________________________
 GD0751  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0751  DYNAMIC HT  -          83.733 (meters)     274.71  (feet)  COMP
 GD0751  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GD0751
 GD0751  VERT ORDER  -  SECOND    CLASS 0
 GD0751
 GD0751.The horizontal coordinates were scaled from a topographic map and have
 GD0751.an estimated accuracy of +/- 6 seconds.
 GD0751
 GD0751.The orthometric height was determined by differential leveling
 GD0751.and adjusted by the National Geodetic Survey in June 1991..
 GD0751
 GD0751.The geoid height was determined by GEOID03.
 GD0751
 GD0751.The dynamic height is computed by dividing the NAVD 88
 GD0751.geopotential number by the normal gravity value computed on the
 GD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0751.degrees latitude (g = 980.6199 gals.).
 GD0751
 GD0751.The modeled gravity was interpolated from observed gravity values.
 GD0751
 GD0751;                    North         East    Units  Estimated Accuracy
 GD0751;SPC TN       -   214,360.      285,510.      MT  (+/- 180 meters Scaled)
 GD0751
 GD0751                          SUPERSEDED SURVEY CONTROL
 GD0751
 GD0751  NGVD 29 (??/??/??)   83.723  (m)          274.68   (f) ADJUSTED    2 0
 GD0751
 GD0751.Superseded values are not recommended for survey control.
 GD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0751.See file dsdata.txt to determine how the superseded data were derived.
 GD0751
 GD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF754106(NAD 83)
 GD0751_MARKER: P = PIPE CAP
 GD0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0751_STAMPING: A 41.17-1
 GD0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0751
 GD0751  HISTORY     - Date     Condition        Report By
 GD0751  HISTORY     - UNK      MONUMENTED       DOD
 GD0751  HISTORY     - 1933     GOOD             CGS
 GD0751  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0751
 GD0751                          STATION DESCRIPTION
 GD0751
 GD0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0751'3.3 MI S FROM RIDGELY.
 GD0751'3.3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0751'STATION AT RIDGELY, LAKE COUNTY, AT RAILROAD BRIDGE NO. JM 19-6,
 GD0751'25 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEEL PART OF THE
 GD0751'BRIDGE, 25.8 FEET EAST OF THE CENTERLINE OF THE TRACK, 19.5 FEET
 GD0751'WEST OF THE CENTERLINE OF A COUNTY GRAVEL ROAD PARALLELING THE
 GD0751'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A CORPS OF
 GD0751'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED A 41.17-1 AND RIVETED
 GD0751'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 GD0751'GROUND.
 GD0751
 GD0751                          STATION RECOVERY (2002)
 GD0751
 GD0751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0921 ***********************************************************************
 GD0921  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0921  DESIGNATION -  A 41.17 3
 GD0921  PID         -  GD0921
 GD0921  STATE/COUNTY-  TN/DYER
 GD0921  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0921
 GD0921                         *CURRENT SURVEY CONTROL
 GD0921  ___________________________________________________________________
 GD0921* NAD 83(1995)-  36 05 19.34359(N)    089 30 10.30564(W)     ADJUSTED  
 GD0921* NAVD 88     -        87.02   (meters)     285.5    (feet)  GPS OBS   
 GD0921  ___________________________________________________________________
 GD0921  X           -      44,773.332 (meters)                     COMP
 GD0921  Y           -  -5,160,060.351 (meters)                     COMP
 GD0921  Z           -   3,736,184.838 (meters)                     COMP
 GD0921  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GD0921  ELLIP HEIGHT-          58.74  (meters)          (04/05/04) GPS OBS
 GD0921  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0921  DYNAMIC HT  -          86.95  (meters)     285.3   (feet)  COMP
 GD0921  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GD0921
 GD0921  HORZ ORDER  -  B
 GD0921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GD0921  ELLP ORDER  -  FOURTH    CLASS I
 GD0921
 GD0921.The horizontal coordinates were established by GPS observations
 GD0921.and adjusted by the National Geodetic Survey in April 2004..
 GD0921
 GD0921.The orthometric height was determined by GPS observations and a
 GD0921.high-resolution geoid model using precise GPS observation and
 GD0921.processing techniques. It supersedes the leveled height previously
 GD0921.determined for this station.
 GD0921.The vertical order pertains to the first NAVD 88 superseded value.
 GD0921
 GD0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0921
 GD0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0921
 GD0921.The ellipsoidal height was determined by GPS observations
 GD0921.and is referenced to NAD 83.
 GD0921
 GD0921.The geoid height was determined by GEOID03.
 GD0921
 GD0921.The dynamic height is computed by dividing the NAVD 88
 GD0921.geopotential number by the normal gravity value computed on the
 GD0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0921.degrees latitude (g = 980.6199 gals.).
 GD0921
 GD0921.The modeled gravity was interpolated from observed gravity values.
 GD0921
 GD0921;                    North         East     Units Scale Factor Converg.
 GD0921;SPC TN       -   200,402.760   284,603.587   MT  0.99995824   -2 03 02.6
 GD0921;SPC TN       -   657,488.06    933,736.94   sFT  0.99995824   -2 03 02.6
 GD0921;UTM  16      - 3,996,687.648   274,653.708   MT  1.00022575   -1 28 29.6
 GD0921
 GD0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0921!SPC TN       -   0.99999078  x   0.99995824  =   0.99994902
 GD0921!UTM  16      -   0.99999078  x   1.00022575  =   1.00021653
 GD0921
 GD0921                          SUPERSEDED SURVEY CONTROL
 GD0921
 GD0921  NAVD 88 (06/15/91)   86.998  (m)          285.43   (f) ADJUSTED    2 0
 GD0921  NGVD 29 (??/??/??)   86.917  (m)          285.16   (f) ADJUSTED    2 0
 GD0921
 GD0921.Superseded values are not recommended for survey control.
 GD0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0921.See file dsdata.txt to determine how the superseded data were derived.
 GD0921
 GD0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7465496688(NAD 83)
 GD0921_MARKER: DD = SURVEY DISK
 GD0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0921_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0921_STAMPING: BARNS A 41.17-3
 GD0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0921+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD0921
 GD0921  HISTORY     - Date     Condition        Report By
 GD0921  HISTORY     - UNK      MONUMENTED       DOD
 GD0921  HISTORY     - 1943     POOR             CGS
 GD0921  HISTORY     - 20020419 GOOD             USACE
 GD0921  HISTORY     - 20030708 GOOD             EMCINC
 GD0921
 GD0921                          STATION DESCRIPTION
 GD0921
 GD0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0921'AT LENOX.
 GD0921'AT LENOX, DYER COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 109
 GD0921'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING USED
 GD0921'IN 1943 AS A GENERAL STORE AND POST OFFICE, AT THE CROSSING OF
 GD0921'AN EAST-AND-WEST GRAVEL ROAD, 41 FEET SOUTH OF THE CENTERLINE
 GD0921'OF THE GRAVEL ROAD, 14.5 FEET WEST OF THE CENTERLINE OF THE MAIN
 GD0921'TRACK, 26 FEET SOUTHWEST OF THE CENTER OF THE WEST ONE OF TWO
 GD0921'WOODEN TRESTLES, 13 FEET EAST OF TELEPHONE POLE 47 AT THE POINT
 GD0921'WHERE THE LINE OF POLES MAKES A 90-DEGREE TURN FROM WEST TO
 GD0921'SOUTH, 8 FEET SOUTH OF THE EDGE OF A DITCH, AND 2 FEET NORTH OF
 GD0921'A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 GD0921'STANDARD CAP, STAMPED BARNS A 41.17-3 AND RIVETED ON THE TOP OF A
 GD0921'3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 GD0921
 GD0921                          STATION RECOVERY (2002)
 GD0921
 GD0921'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0921'RECOVERED IN GOOD CONDITION.
 GD0921
 GD0921                          STATION RECOVERY (2003)
 GD0921
 GD0921'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0761 ***********************************************************************
 GD0761  DESIGNATION -  A 41.17 4
 GD0761  PID         -  GD0761
 GD0761  STATE/COUNTY-  TN/DYER
 GD0761  USGS QUAD   -  DYERSBURG (1983)
 GD0761
 GD0761                         *CURRENT SURVEY CONTROL
 GD0761  ___________________________________________________________________
 GD0761* NAD 83(1986)-  36 02 45.     (N)    089 29 58.     (W)     SCALED    
 GD0761* NAVD 88     -        83.332  (meters)     273.40   (feet)  ADJUSTED  
 GD0761  ___________________________________________________________________
 GD0761  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0761  DYNAMIC HT  -          83.262 (meters)     273.17  (feet)  COMP
 GD0761  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 GD0761
 GD0761  VERT ORDER  -  SECOND    CLASS 0
 GD0761
 GD0761.The horizontal coordinates were scaled from a topographic map and have
 GD0761.an estimated accuracy of +/- 6 seconds.
 GD0761
 GD0761.The orthometric height was determined by differential leveling
 GD0761.and adjusted by the National Geodetic Survey in June 1991..
 GD0761.WARNING-Repeat measurements at this control monument indicate possible
 GD0761.vertical movement.
 GD0761
 GD0761.The geoid height was determined by GEOID03.
 GD0761
 GD0761.The dynamic height is computed by dividing the NAVD 88
 GD0761.geopotential number by the normal gravity value computed on the
 GD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0761.degrees latitude (g = 980.6199 gals.).
 GD0761
 GD0761.The modeled gravity was interpolated from observed gravity values.
 GD0761
 GD0761;                    North         East    Units  Estimated Accuracy
 GD0761;SPC TN       -   195,640.      284,740.      MT  (+/- 180 meters Scaled)
 GD0761
 GD0761                          SUPERSEDED SURVEY CONTROL
 GD0761
 GD0761  NGVD 29 (??/??/??)   83.257  (m)          273.15   (f) ADJUSTED    2 0
 GD0761
 GD0761.Superseded values are not recommended for survey control.
 GD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0761.See file dsdata.txt to determine how the superseded data were derived.
 GD0761
 GD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE748919(NAD 83)
 GD0761_MARKER: P = PIPE CAP
 GD0761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0761_STAMPING: BARNS A 41.17-4
 GD0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0761
 GD0761  HISTORY     - Date     Condition        Report By
 GD0761  HISTORY     - UNK      MONUMENTED       DOD
 GD0761  HISTORY     - 1952     GOOD             CGS
 GD0761  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0761
 GD0761                          STATION DESCRIPTION
 GD0761
 GD0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0761'1.2 MI NW FROM FINLEY.
 GD0761'1.2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0761'STATION AT FINLEY, DYER COUNTY, 300 FEET SOUTH-SOUTHEAST OF THE
 GD0761'CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD, 17 FEET WEST-SOUTHWEST
 GD0761'OF THE CENTERLINE OF THE TRACK, AT THE INTERSECTION OF THE
 GD0761'NORTH-AND-SOUTH GRAVEL ROAD AND AN EAST-AND-WEST DIRT ROAD, 110
 GD0761'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH GRAVEL ROAD,
 GD0761'40 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST DIRT ROAD,
 GD0761'13 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 15-FOOT WOODEN
 GD0761'TRESTLE, 17 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 GD0761'DITCH, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 2.5 FEET
 GD0761'WEST OF A WHITE WOODEN WITNESS POST, AND 0.5 FOOT BELOW THE
 GD0761'SURFACE OF THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 GD0761'CAP, STAMPED BARNS A 41.17-4 AND RIVETED ON THE TOP OF A 3-1/2
 GD0761'INCH IRON PIPE.
 GD0761
 GD0761                          STATION RECOVERY (2002)
 GD0761
 GD0761'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0761'DIRT AND DEBRIS PILED PLUS OR MINUS 4 FT AT MONUMENT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0969 ***********************************************************************
 FC0969  DESIGNATION -  A 42
 FC0969  PID         -  FC0969
 FC0969  STATE/COUNTY-  TN/BLEDSOE
 FC0969  USGS QUAD   -  BROCKDELL (1989)
 FC0969
 FC0969                         *CURRENT SURVEY CONTROL
 FC0969  ___________________________________________________________________
 FC0969* NAD 83(1986)-  35 30 37.     (N)    085 17 04.     (W)     SCALED    
 FC0969* NAVD 88     -       246.506  (meters)     808.75   (feet)  ADJUSTED  
 FC0969  ___________________________________________________________________
 FC0969  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC0969  DYNAMIC HT  -         246.272 (meters)     807.98  (feet)  COMP
 FC0969  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FC0969
 FC0969  VERT ORDER  -  SECOND    CLASS 0
 FC0969
 FC0969.The horizontal coordinates were scaled from a topographic map and have
 FC0969.an estimated accuracy of +/- 6 seconds.
 FC0969
 FC0969.The orthometric height was determined by differential leveling
 FC0969.and adjusted by the National Geodetic Survey in June 1991..
 FC0969
 FC0969.The geoid height was determined by GEOID03.
 FC0969
 FC0969.The dynamic height is computed by dividing the NAVD 88
 FC0969.geopotential number by the normal gravity value computed on the
 FC0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0969.degrees latitude (g = 980.6199 gals.).
 FC0969
 FC0969.The modeled gravity was interpolated from observed gravity values.
 FC0969
 FC0969;                    North         East    Units  Estimated Accuracy
 FC0969;SPC TN       -   130,820.      664,910.      MT  (+/- 180 meters Scaled)
 FC0969
 FC0969                          SUPERSEDED SURVEY CONTROL
 FC0969
 FC0969  NGVD 29 (??/??/92)  246.550  (m)          808.89   (f) ADJ UNCH    2 0
 FC0969
 FC0969.Superseded values are not recommended for survey control.
 FC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0969.See file dsdata.txt to determine how the superseded data were derived.
 FC0969
 FC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE555309(NAD 83)
 FC0969_MARKER: DB = BENCH MARK DISK
 FC0969_SETTING: 66 = SET IN ROCK OUTCROP
 FC0969_SP_SET: BEDROCK
 FC0969_STAMPING: A 42 1934
 FC0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0969+STABILITY: POSITION/ELEVATION WELL
 FC0969
 FC0969  HISTORY     - Date     Condition        Report By
 FC0969  HISTORY     - 1934     MONUMENTED       CGS
 FC0969  HISTORY     - 1944     GOOD             NGS
 FC0969
 FC0969                          STATION DESCRIPTION
 FC0969
 FC0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FC0969'AT COLLEGE.
 FC0969'AT COLLEGE, BLEDSOE COUNTY, 60 FEET EAST OF THE NASHVILLE,
 FC0969'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, AT MILEAGE 48.7,
 FC0969'30 FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 FC0969'OF BED ROCK.  A STANDARD DISK, STAMPED A 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1494 ***********************************************************************
 FC1494  DESIGNATION -  A 43
 FC1494  PID         -  FC1494
 FC1494  STATE/COUNTY-  TN/WHITE
 FC1494  USGS QUAD   -  DOYLE (1981)
 FC1494
 FC1494                         *CURRENT SURVEY CONTROL
 FC1494  ___________________________________________________________________
 FC1494* NAD 83(1986)-  35 51 00.     (N)    085 30 43.     (W)     SCALED    
 FC1494* NAVD 88     -       289.853  (meters)     950.96   (feet)  ADJUSTED  
 FC1494  ___________________________________________________________________
 FC1494  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1494  DYNAMIC HT  -         289.592 (meters)     950.10  (feet)  COMP
 FC1494  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FC1494
 FC1494  VERT ORDER  -  SECOND    CLASS 0
 FC1494
 FC1494.The horizontal coordinates were scaled from a topographic map and have
 FC1494.an estimated accuracy of +/- 6 seconds.
 FC1494
 FC1494.The orthometric height was determined by differential leveling
 FC1494.and adjusted by the National Geodetic Survey in June 1991..
 FC1494
 FC1494.The geoid height was determined by GEOID03.
 FC1494
 FC1494.The dynamic height is computed by dividing the NAVD 88
 FC1494.geopotential number by the normal gravity value computed on the
 FC1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1494.degrees latitude (g = 980.6199 gals.).
 FC1494
 FC1494.The modeled gravity was interpolated from observed gravity values.
 FC1494
 FC1494;                    North         East    Units  Estimated Accuracy
 FC1494;SPC TN       -   168,380.      644,090.      MT  (+/- 180 meters Scaled)
 FC1494
 FC1494                          SUPERSEDED SURVEY CONTROL
 FC1494
 FC1494  NGVD 29 (??/??/92)  289.912  (m)          951.15   (f) ADJ UNCH    2 0
 FC1494
 FC1494.Superseded values are not recommended for survey control.
 FC1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1494.See file dsdata.txt to determine how the superseded data were derived.
 FC1494
 FC1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE343683(NAD 83)
 FC1494_MARKER: DB = BENCH MARK DISK
 FC1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1494_STAMPING: A 43 1934
 FC1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1494+STABILITY: SURFACE MOTION
 FC1494
 FC1494  HISTORY     - Date     Condition        Report By
 FC1494  HISTORY     - 1934     MONUMENTED       CGS
 FC1494  HISTORY     - 1958     GOOD             NGS
 FC1494  HISTORY     - 20060906 MARK NOT FOUND   INDIV
 FC1494
 FC1494                          STATION DESCRIPTION
 FC1494
 FC1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1494'AT DOYLE.
 FC1494'USGS REPORTED THAT THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FC1494'AT DOYLE, WHITE COUNTY, AT DOYLE INSTITUTE, 25 FEET WEST OF THE
 FC1494'NORTHEAST CORNER OF THE INSTITUTE YARD, 4 FEET SOUTH OF A FENCE,
 FC1494'AND 2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY SIGN.  A STANDARD
 FC1494'DISK, STAMPED A 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1494
 FC1494                          STATION RECOVERY (2006)
 FC1494
 FC1494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1494'PROBABLY DESTROYED DUE TO ROAD IMPROVEMENTS. ALSO DOYLE INSTITUTE HAS
 FC1494'BEEN TORN DOWN.  DOYLE ELEMENTARY SCHOOL NOW AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1040 ***********************************************************************
 FC1040  DESIGNATION -  A 44
 FC1040  PID         -  FC1040
 FC1040  STATE/COUNTY-  TN/BLEDSOE
 FC1040  USGS QUAD   -  PIKEVILLE (1977)
 FC1040
 FC1040                         *CURRENT SURVEY CONTROL
 FC1040  ___________________________________________________________________
 FC1040* NAD 83(1986)-  35 35 50.     (N)    085 11 30.     (W)     SCALED    
 FC1040* NAVD 88     -       259.981  (meters)     852.95   (feet)  ADJUSTED  
 FC1040  ___________________________________________________________________
 FC1040  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1040  DYNAMIC HT  -         259.736 (meters)     852.15  (feet)  COMP
 FC1040  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FC1040
 FC1040  VERT ORDER  -  SECOND    CLASS 0
 FC1040
 FC1040.The horizontal coordinates were scaled from a topographic map and have
 FC1040.an estimated accuracy of +/- 6 seconds.
 FC1040
 FC1040.The orthometric height was determined by differential leveling
 FC1040.and adjusted by the National Geodetic Survey in June 1991..
 FC1040
 FC1040.The geoid height was determined by GEOID03.
 FC1040
 FC1040.The dynamic height is computed by dividing the NAVD 88
 FC1040.geopotential number by the normal gravity value computed on the
 FC1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1040.degrees latitude (g = 980.6199 gals.).
 FC1040
 FC1040.The modeled gravity was interpolated from observed gravity values.
 FC1040
 FC1040;                    North         East    Units  Estimated Accuracy
 FC1040;SPC TN       -   140,530.      673,250.      MT  (+/- 180 meters Scaled)
 FC1040
 FC1040                          SUPERSEDED SURVEY CONTROL
 FC1040
 FC1040  NGVD 29 (??/??/92)  260.037  (m)          853.14   (f) ADJ UNCH    2 0
 FC1040
 FC1040.Superseded values are not recommended for survey control.
 FC1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1040.See file dsdata.txt to determine how the superseded data were derived.
 FC1040
 FC1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE638407(NAD 83)
 FC1040_MARKER: DB = BENCH MARK DISK
 FC1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1040_SP_SET: SQUARE CONCRETE MONUMENT
 FC1040_STAMPING: A 44 1934
 FC1040_MARK LOGO: CGS   
 FC1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1040+STABILITY: SURFACE MOTION
 FC1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1040+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1987
 FC1040
 FC1040  HISTORY     - Date     Condition        Report By
 FC1040  HISTORY     - 1934     MONUMENTED       CGS
 FC1040  HISTORY     - 1934     GOOD             NGS
 FC1040  HISTORY     - 19870106 GOOD             TNDT
 FC1040
 FC1040                          STATION DESCRIPTION
 FC1040
 FC1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1040'AT PIKEVILLE.
 FC1040'AT PIKEVILLE, BLEDSOE COUNTY, AT THE SOUTH EDGE OF TOWN, AT
 FC1040'THE PUBLIC SCHOOL, AT THE NORTHEAST CORNER OF THE SCHOOLYARD,
 FC1040'170 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 FC1040'30 FEET SOUTH OF THE CORNER OF THE YARD, 6 FEET WEST OF THE
 FC1040'SIDEWALK, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD
 FC1040'DISK, STAMPED A 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1040
 FC1040                          STATION RECOVERY (1987)
 FC1040
 FC1040'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 FC1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1895 ***********************************************************************
 FB1895  DESIGNATION -  A 45
 FB1895  PID         -  FB1895
 FB1895  STATE/COUNTY-  TN/KNOX
 FB1895  USGS QUAD   -  KNOXVILLE (1978)
 FB1895
 FB1895                         *CURRENT SURVEY CONTROL
 FB1895  ___________________________________________________________________
 FB1895* NAD 83(1986)-  35 57 39.     (N)    083 55 06.     (W)     SCALED    
 FB1895* NAVD 88     -       280.100  (meters)     918.96   (feet)  ADJUSTED  
 FB1895  ___________________________________________________________________
 FB1895  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1895  DYNAMIC HT  -         279.842 (meters)     918.12  (feet)  COMP
 FB1895  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FB1895
 FB1895  VERT ORDER  -  FIRST     CLASS II
 FB1895
 FB1895.The horizontal coordinates were scaled from a topographic map and have
 FB1895.an estimated accuracy of +/- 6 seconds.
 FB1895
 FB1895.The orthometric height was determined by differential leveling
 FB1895.and adjusted by the National Geodetic Survey in June 1991..
 FB1895
 FB1895.The geoid height was determined by GEOID03.
 FB1895
 FB1895.The dynamic height is computed by dividing the NAVD 88
 FB1895.geopotential number by the normal gravity value computed on the
 FB1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1895.degrees latitude (g = 980.6199 gals.).
 FB1895
 FB1895.The modeled gravity was interpolated from observed gravity values.
 FB1895
 FB1895;                    North         East    Units  Estimated Accuracy
 FB1895;SPC TN       -   182,570.      787,760.      MT  (+/- 180 meters Scaled)
 FB1895
 FB1895                          SUPERSEDED SURVEY CONTROL
 FB1895
 FB1895  NGVD 29 (12/12/91)  280.232  (m)          919.39   (f) ADJUSTED    1 2
 FB1895
 FB1895.Superseded values are not recommended for survey control.
 FB1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1895.See file dsdata.txt to determine how the superseded data were derived.
 FB1895
 FB1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368835(NAD 83)
 FB1895_MARKER: DB = BENCH MARK DISK
 FB1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1895_STAMPING: A 45 1934
 FB1895_MARK LOGO: CGS   
 FB1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1895+STABILITY: SURFACE MOTION
 FB1895
 FB1895  HISTORY     - Date     Condition        Report By
 FB1895  HISTORY     - 1934     MONUMENTED       CGS
 FB1895  HISTORY     - 1943     GOOD             NGS
 FB1895  HISTORY     - 1983     GOOD             NGS
 FB1895  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1895
 FB1895                          STATION DESCRIPTION
 FB1895
 FB1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1895'AT KNOXVILLE.
 FB1895'AT KNOXVILLE, AT THE NEW POST OFFICE, AT THE NORTHWEST CORNER OF
 FB1895'MAIN AND WALNUT STREETS, IN THE SOUTHEAST CORNER OF THE LAWN, 12
 FB1895'FEET FROM THE WEST EDGE OF THE SIDEWALK ALONG WALNUT STREET,
 FB1895'AND 6 INCHES FROM THE NORTH EDGE OF THE SIDEWALK ALONG MAIN
 FB1895'STREET.  A STANDARD DISK, STAMPED A 45 1934 AND SET IN THE TOP OF
 FB1895'A CONCRETE POST.
 FB1895
 FB1895                          STATION RECOVERY (1983)
 FB1895
 FB1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1895'RECOVERED IN GOOD CONDITION.
 FB1895
 FB1895                          STATION RECOVERY (2001)
 FB1895
 FB1895'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2287 ***********************************************************************
 GA2287  DESIGNATION -  A 46
 GA2287  PID         -  GA2287
 GA2287  STATE/COUNTY-  TN/CLAIBORNE
 GA2287  USGS QUAD   -  TAZEWELL (1971)
 GA2287
 GA2287                         *CURRENT SURVEY CONTROL
 GA2287  ___________________________________________________________________
 GA2287* NAD 83(1986)-  36 23 17.     (N)    083 34 09.     (W)     SCALED    
 GA2287* NAVD 88     -       318.251  (meters)    1044.13   (feet)  ADJUSTED  
 GA2287  ___________________________________________________________________
 GA2287  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2287  DYNAMIC HT  -         317.963 (meters)    1043.18  (feet)  COMP
 GA2287  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GA2287
 GA2287  VERT ORDER  -  SECOND    CLASS 0
 GA2287
 GA2287.The horizontal coordinates were scaled from a topographic map and have
 GA2287.an estimated accuracy of +/- 6 seconds.
 GA2287
 GA2287.The orthometric height was determined by differential leveling
 GA2287.and adjusted by the National Geodetic Survey in June 1991..
 GA2287
 GA2287.The geoid height was determined by GEOID03.
 GA2287
 GA2287.The dynamic height is computed by dividing the NAVD 88
 GA2287.geopotential number by the normal gravity value computed on the
 GA2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2287.degrees latitude (g = 980.6199 gals.).
 GA2287
 GA2287.The modeled gravity was interpolated from observed gravity values.
 GA2287
 GA2287;                    North         East    Units  Estimated Accuracy
 GA2287;SPC TN       -   230,680.      818,070.      MT  (+/- 180 meters Scaled)
 GA2287
 GA2287                          SUPERSEDED SURVEY CONTROL
 GA2287
 GA2287  NGVD 29 (??/??/92)  318.334  (m)         1044.40   (f) ADJ UNCH    2 0
 GA2287
 GA2287.Superseded values are not recommended for survey control.
 GA2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2287.See file dsdata.txt to determine how the superseded data were derived.
 GA2287
 GA2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA695300(NAD 83)
 GA2287_MARKER: DB = BENCH MARK DISK
 GA2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2287_STAMPING: A 46 1934
 GA2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2287+STABILITY: SURFACE MOTION
 GA2287
 GA2287  HISTORY     - Date     Condition        Report By
 GA2287  HISTORY     - 1934     MONUMENTED       CGS
 GA2287  HISTORY     - 1950     GOOD             NGS
 GA2287
 GA2287                          STATION DESCRIPTION
 GA2287
 GA2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2287'1 MI SE FROM LONE MOUNTAIN.
 GA2287'1.0 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2287'AT LONE MOUNTAIN, CLAIBORNE COUNTY, NEAR MILEAGE 42.9, 7.5 FEET
 GA2287'NORTHEAST OF A STATION-ONE-MILE SIGN, 82 FEET SOUTHEAST OF A
 GA2287'POLE WITH A NAIL AND BOTTLE CAP, 35 FEET NORTH OF A PRIVATE
 GA2287'ROAD (THE ROAD ENDS AT THE TRACK), 57.1 FEET NORTHWEST OF THE
 GA2287'TOP VERTICAL RAIL OF THE ROAD BLOCK NEAREST THE TRACK, AND 1
 GA2287'FOOT SOUTHEAST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 GA2287'A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 GA2287'REPORTED IN JANUARY 1950 THAT THE CORNER OF THE CONCRETE HAS
 GA2287'BEEN CHIPPED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1896 ***********************************************************************
 FB1896  DESIGNATION -  A 47
 FB1896  PID         -  FB1896
 FB1896  STATE/COUNTY-  TN/KNOX
 FB1896  USGS QUAD   -  KNOXVILLE (1978)
 FB1896
 FB1896                         *CURRENT SURVEY CONTROL
 FB1896  ___________________________________________________________________
 FB1896* NAD 83(1986)-  35 57 38.     (N)    083 55 00.     (W)     SCALED    
 FB1896* NAVD 88     -       282.870  (meters)     928.05   (feet)  ADJUSTED  
 FB1896  ___________________________________________________________________
 FB1896  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1896  DYNAMIC HT  -         282.610 (meters)     927.20  (feet)  COMP
 FB1896  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FB1896
 FB1896  VERT ORDER  -  FIRST     CLASS II
 FB1896
 FB1896.The horizontal coordinates were scaled from a topographic map and have
 FB1896.an estimated accuracy of +/- 6 seconds.
 FB1896
 FB1896.The orthometric height was determined by differential leveling
 FB1896.and adjusted by the National Geodetic Survey in June 1991..
 FB1896
 FB1896.The geoid height was determined by GEOID03.
 FB1896
 FB1896.The dynamic height is computed by dividing the NAVD 88
 FB1896.geopotential number by the normal gravity value computed on the
 FB1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1896.degrees latitude (g = 980.6199 gals.).
 FB1896
 FB1896.The modeled gravity was interpolated from observed gravity values.
 FB1896
 FB1896;                    North         East    Units  Estimated Accuracy
 FB1896;SPC TN       -   182,540.      787,910.      MT  (+/- 180 meters Scaled)
 FB1896
 FB1896                          SUPERSEDED SURVEY CONTROL
 FB1896
 FB1896  NGVD 29 (12/12/91)  283.002  (m)          928.48   (f) ADJUSTED    1 2
 FB1896
 FB1896.Superseded values are not recommended for survey control.
 FB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1896.See file dsdata.txt to determine how the superseded data were derived.
 FB1896
 FB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369835(NAD 83)
 FB1896_MARKER: DB = BENCH MARK DISK
 FB1896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1896_SP_SET: BUILDING
 FB1896_STAMPING: A 47 1934
 FB1896_MARK LOGO: CGS   
 FB1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1896+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1896
 FB1896  HISTORY     - Date     Condition        Report By
 FB1896  HISTORY     - 1934     MONUMENTED       CGS
 FB1896  HISTORY     - 1950     GOOD             NGS
 FB1896  HISTORY     - 1983     GOOD             NGS
 FB1896  HISTORY     - 20010322 GOOD             USPSQD
 FB1896  HISTORY     - 20060112 GOOD             USPSQD
 FB1896
 FB1896                          STATION DESCRIPTION
 FB1896
 FB1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1896'AT KNOXVILLE.
 FB1896'AT KNOXVILLE, AT THE CORNER OF MAIN AND MARKET STREETS, IN THE
 FB1896'WEST SIDE OF THE COURTHOUSE, 15.8 FEET NORTH OF THE SOUTH EDGE,
 FB1896'90 FEET EAST OF THE WEST CURB LINE OF MAIN STREET, AND ABOUT
 FB1896'3-1/2 FEET HIGHER THAN THE WALK.  A STANDARD DISK, STAMPED A
 FB1896'47 1934 AND SET VERTICALLY.
 FB1896
 FB1896                          STATION RECOVERY (1983)
 FB1896
 FB1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1896'RECOVERED IN GOOD CONDITION.
 FB1896
 FB1896                          STATION RECOVERY (2001)
 FB1896
 FB1896'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1896'RECOVERED IN GOOD CONDITION.
 FB1896
 FB1896                          STATION RECOVERY (2006)
 FB1896
 FB1896'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1676 ***********************************************************************
 GB1676  DESIGNATION -  A 48
 GB1676  PID         -  GB1676
 GB1676  STATE/COUNTY-  TN/CUMBERLAND
 GB1676  USGS QUAD   -  CLARKRANGE (1974)
 GB1676
 GB1676                         *CURRENT SURVEY CONTROL
 GB1676  ___________________________________________________________________
 GB1676* NAD 83(1986)-  36 07 49.     (N)    085 02 55.     (W)     SCALED    
 GB1676* NAVD 88     -       563.127  (meters)    1847.53   (feet)  ADJUSTED  
 GB1676  ___________________________________________________________________
 GB1676  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GB1676  DYNAMIC HT  -         562.615 (meters)    1845.85  (feet)  COMP
 GB1676  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GB1676
 GB1676  VERT ORDER  -  SECOND    CLASS 0
 GB1676
 GB1676.The horizontal coordinates were scaled from a topographic map and have
 GB1676.an estimated accuracy of +/- 6 seconds.
 GB1676
 GB1676.The orthometric height was determined by differential leveling
 GB1676.and adjusted by the National Geodetic Survey in June 1991..
 GB1676
 GB1676.The geoid height was determined by GEOID03.
 GB1676
 GB1676.The dynamic height is computed by dividing the NAVD 88
 GB1676.geopotential number by the normal gravity value computed on the
 GB1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1676.degrees latitude (g = 980.6199 gals.).
 GB1676
 GB1676.The modeled gravity was interpolated from observed gravity values.
 GB1676
 GB1676;                    North         East    Units  Estimated Accuracy
 GB1676;SPC TN       -   199,790.      685,640.      MT  (+/- 180 meters Scaled)
 GB1676
 GB1676                          SUPERSEDED SURVEY CONTROL
 GB1676
 GB1676  NGVD 29 (??/??/92)  563.196  (m)         1847.75   (f) ADJ UNCH    2 0
 GB1676
 GB1676.Superseded values are not recommended for survey control.
 GB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1676.See file dsdata.txt to determine how the superseded data were derived.
 GB1676
 GB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF755001(NAD 83)
 GB1676_MARKER: DB = BENCH MARK DISK
 GB1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1676_STAMPING: A 48 1934
 GB1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1676+STABILITY: SURFACE MOTION
 GB1676
 GB1676  HISTORY     - Date     Condition        Report By
 GB1676  HISTORY     - 1934     MONUMENTED       CGS
 GB1676
 GB1676                          STATION DESCRIPTION
 GB1676
 GB1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1676'5.5 MI S FROM CLARKRANGE.
 GB1676'IN CUMBERLAND COUNTY, 5.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM
 GB1676'CLARKRANGE, FENTRESS COUNTY, AT THE EDGE OF THE TIMBERLINE, 18
 GB1676'FEET EAST OF A HIGHWAY DITCH, AND 30 FEET EAST OF THE CENTERLINE
 GB1676'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 48 1934 AND SET IN THE
 GB1676'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0985 ***********************************************************************
 GB0985  DESIGNATION -  A 49
 GB0985  PID         -  GB0985
 GB0985  STATE/COUNTY-  TN/MORGAN
 GB0985  USGS QUAD   -  RUGBY (1984)
 GB0985
 GB0985                         *CURRENT SURVEY CONTROL
 GB0985  ___________________________________________________________________
 GB0985* NAD 83(1986)-  36 17 36.     (N)    084 43 37.     (W)     SCALED    
 GB0985* NAVD 88     -       437.185  (meters)    1434.33   (feet)  ADJUSTED  
 GB0985  ___________________________________________________________________
 GB0985  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB0985  DYNAMIC HT  -         436.803 (meters)    1433.08  (feet)  COMP
 GB0985  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 GB0985
 GB0985  VERT ORDER  -  SECOND    CLASS 0
 GB0985
 GB0985.The horizontal coordinates were scaled from a topographic map and have
 GB0985.an estimated accuracy of +/- 6 seconds.
 GB0985
 GB0985.The orthometric height was determined by differential leveling
 GB0985.and adjusted by the National Geodetic Survey in June 1991..
 GB0985
 GB0985.The geoid height was determined by GEOID03.
 GB0985
 GB0985.The dynamic height is computed by dividing the NAVD 88
 GB0985.geopotential number by the normal gravity value computed on the
 GB0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0985.degrees latitude (g = 980.6199 gals.).
 GB0985
 GB0985.The modeled gravity was interpolated from observed gravity values.
 GB0985
 GB0985;                    North         East    Units  Estimated Accuracy
 GB0985;SPC TN       -   218,210.      714,350.      MT  (+/- 180 meters Scaled)
 GB0985
 GB0985                          SUPERSEDED SURVEY CONTROL
 GB0985
 GB0985  NGVD 29 (??/??/92)  437.296  (m)         1434.70   (f) ADJ UNCH    2 0
 GB0985
 GB0985.Superseded values are not recommended for survey control.
 GB0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0985.See file dsdata.txt to determine how the superseded data were derived.
 GB0985
 GB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF041188(NAD 83)
 GB0985_MARKER: DB = BENCH MARK DISK
 GB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0985_STAMPING: A 49 1934
 GB0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0985+STABILITY: SURFACE MOTION
 GB0985
 GB0985  HISTORY     - Date     Condition        Report By
 GB0985  HISTORY     - 1934     MONUMENTED       CGS
 GB0985  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB0985
 GB0985                          STATION DESCRIPTION
 GB0985
 GB0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0985'6.3 MI NW FROM SUNBRIGHT.
 GB0985'6.3 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0985'SUNBRIGHT, MORGAN COUNTY, 200 FEET SOUTHWEST OF THE HOME OF
 GB0985'CLYE GRIFFITH, AT A U-CURVE, AT THE HEAD OF A DRAIN, AND 24 FEET
 GB0985'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB0985'A 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1400 ***********************************************************************
 GC1400  DESIGNATION -  A 4=PTS 4
 GC1400  PID         -  GC1400
 GC1400  STATE/COUNTY-  TN/CHEATHAM
 GC1400  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1400
 GC1400                         *CURRENT SURVEY CONTROL
 GC1400  ___________________________________________________________________
 GC1400* NAD 83(1986)-  36 20 33.     (N)    087 13 46.     (W)     SCALED    
 GC1400* NAVD 88     -       124.501  (meters)     408.47   (feet)  ADJUSTED  
 GC1400  ___________________________________________________________________
 GC1400  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1400  DYNAMIC HT  -         124.398 (meters)     408.13  (feet)  COMP
 GC1400  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GC1400
 GC1400  VERT ORDER  -  FIRST     CLASS II
 GC1400
 GC1400.The horizontal coordinates were scaled from a topographic map and have
 GC1400.an estimated accuracy of +/- 6 seconds.
 GC1400
 GC1400.The orthometric height was determined by differential leveling
 GC1400.and adjusted by the National Geodetic Survey in June 1991..
 GC1400
 GC1400.The geoid height was determined by GEOID03.
 GC1400
 GC1400.The dynamic height is computed by dividing the NAVD 88
 GC1400.geopotential number by the normal gravity value computed on the
 GC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1400.degrees latitude (g = 980.6199 gals.).
 GC1400
 GC1400.The modeled gravity was interpolated from observed gravity values.
 GC1400
 GC1400;                    North         East    Units  Estimated Accuracy
 GC1400;SPC TN       -   223,610.      489,630.      MT  (+/- 180 meters Scaled)
 GC1400
 GC1400                          SUPERSEDED SURVEY CONTROL
 GC1400
 GC1400  NGVD 29 (??/??/92)  124.561  (m)          408.66   (f) ADJ UNCH    1 2
 GC1400
 GC1400.Superseded values are not recommended for survey control.
 GC1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1400.See file dsdata.txt to determine how the superseded data were derived.
 GC1400
 GC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF794219(NAD 83)
 GC1400_MARKER: DB = BENCH MARK DISK
 GC1400_SETTING: 66 = SET IN ROCK OUTCROP
 GC1400_SP_SET: ROCK CLIFF
 GC1400_STAMPING: A 4 1921 PT STA NO 4 W 1925 TENN
 GC1400_MARK LOGO: CGS   
 GC1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1400+STABILITY: POSITION/ELEVATION WELL
 GC1400
 GC1400  HISTORY     - Date     Condition        Report By
 GC1400  HISTORY     - 1921     MONUMENTED       CGS
 GC1400  HISTORY     - 1949     GOOD             NGS
 GC1400  HISTORY     - 1984     GOOD             NGS
 GC1400
 GC1400                          STATION DESCRIPTION
 GC1400
 GC1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1400'10.6 MI NW FROM ASHLAND CITY.
 GC1400'10.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1400'THE STATION AT ASHLAND CITY, AT DODDSVILLE, 115 YARDS EAST
 GC1400'AND ACROSS THE TRACK FROM THE STATION SIGN, 37 FEET NORTHWEST
 GC1400'OF THE SOUTHEAST END OF A ROCKY CUT, 160 FEET NORTHWEST OF THE
 GC1400'NORTH CORNER OF TRESTLE NO. H 39-57 OVER A ROAD AND CREEK, 23.2
 GC1400'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 9.5 FEET
 GC1400'NORTHEAST OF THE NORTHEAST RAIL OF A SWITCH TRACK, AND SET
 GC1400'VERTICALLY IN THE SOUTHWEST FACE OF A ROCKY CLIFF ABOUT 3 FEET
 GC1400'ABOVE THE TRACK.
 GC1400
 GC1400                          STATION RECOVERY (1984)
 GC1400
 GC1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1400'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1856 ***********************************************************************
 GA1856  DESIGNATION -  A 5
 GA1856  PID         -  GA1856
 GA1856  STATE/COUNTY-  TN/HAMBLEN
 GA1856  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1856
 GA1856                         *CURRENT SURVEY CONTROL
 GA1856  ___________________________________________________________________
 GA1856* NAD 83(1986)-  36 16 19.     (N)    083 08 12.     (W)     SCALED    
 GA1856* NAVD 88     -       362.262  (meters)    1188.52   (feet)  ADJUSTED  
 GA1856  ___________________________________________________________________
 GA1856  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1856  DYNAMIC HT  -         361.931 (meters)    1187.44  (feet)  COMP
 GA1856  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA1856
 GA1856  VERT ORDER  -  FIRST     CLASS I
 GA1856
 GA1856.The horizontal coordinates were scaled from a topographic map and have
 GA1856.an estimated accuracy of +/- 6 seconds.
 GA1856
 GA1856.The orthometric height was determined by differential leveling
 GA1856.and adjusted by the National Geodetic Survey in June 1991..
 GA1856
 GA1856.The geoid height was determined by GEOID03.
 GA1856
 GA1856.The dynamic height is computed by dividing the NAVD 88
 GA1856.geopotential number by the normal gravity value computed on the
 GA1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1856.degrees latitude (g = 980.6199 gals.).
 GA1856
 GA1856.The modeled gravity was interpolated from observed gravity values.
 GA1856
 GA1856;                    North         East    Units  Estimated Accuracy
 GA1856;SPC TN       -   218,850.      857,240.      MT  (+/- 180 meters Scaled)
 GA1856
 GA1856                          SUPERSEDED SURVEY CONTROL
 GA1856
 GA1856  NGVD 29 (??/??/92)  362.410  (m)         1189.01   (f) ADJ UNCH    1 1
 GA1856
 GA1856.Superseded values are not recommended for survey control.
 GA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1856.See file dsdata.txt to determine how the superseded data were derived.
 GA1856
 GA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA080162(NAD 83)
 GA1856_MARKER: DB = BENCH MARK DISK
 GA1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1856_STAMPING: A 5 1931 1189.387
 GA1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1856+STABILITY: SURFACE MOTION
 GA1856
 GA1856  HISTORY     - Date     Condition        Report By
 GA1856  HISTORY     - 1931     MONUMENTED       CGS
 GA1856  HISTORY     - 1967     GOOD             NGS
 GA1856
 GA1856                          STATION DESCRIPTION
 GA1856
 GA1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1856'0.4 MI E FROM WHITESBURG.
 GA1856'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA1856'AT THE SMALL COMMUNITY OF WHITESBURG, THENCE 0.05 MILE SOUTHEAST
 GA1856'ALONG A PAVED ROAD, OR ABOUT 3.4 MILES NORTHWEST ALONG THE
 GA1856'SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT BULLS GAP,
 GA1856'115 FEET WEST OF MILEPOST 79, 198 FEET SOUTHWEST OF THE CENTERLINE
 GA1856'OF THE PAVED ROAD, 79 FEET NORTHWEST AND ACROSS THE TRACK FROM THE
 GA1856'WEST CORNER OF A BRICK HOUSE, 24 FEET NORTHWEST OF THE NORTHWEST
 GA1856'RAIL OF THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK, 18 1/2 FEET
 GA1856'EAST OF A POLE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 GA1856'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0566 ***********************************************************************
 GB0566  DESIGNATION -  A 50
 GB0566  PID         -  GB0566
 GB0566  STATE/COUNTY-  TN/CAMPBELL
 GB0566  USGS QUAD   -  JACKSBORO (1991)
 GB0566
 GB0566                         *CURRENT SURVEY CONTROL
 GB0566  ___________________________________________________________________
 GB0566* NAD 83(1986)-  36 19 15.     (N)    084 14 31.     (W)     SCALED    
 GB0566* NAVD 88     -       350.815  (meters)    1150.97   (feet)  ADJUSTED  
 GB0566  ___________________________________________________________________
 GB0566  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB0566  DYNAMIC HT  -         350.503 (meters)    1149.94  (feet)  COMP
 GB0566  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB0566
 GB0566  VERT ORDER  -  SECOND    CLASS 0
 GB0566
 GB0566.The horizontal coordinates were scaled from a topographic map and have
 GB0566.an estimated accuracy of +/- 6 seconds.
 GB0566
 GB0566.The orthometric height was determined by differential leveling
 GB0566.and adjusted by the National Geodetic Survey in June 1991..
 GB0566
 GB0566.The geoid height was determined by GEOID03.
 GB0566
 GB0566.The dynamic height is computed by dividing the NAVD 88
 GB0566.geopotential number by the normal gravity value computed on the
 GB0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0566.degrees latitude (g = 980.6199 gals.).
 GB0566
 GB0566.The modeled gravity was interpolated from observed gravity values.
 GB0566
 GB0566;                    North         East    Units  Estimated Accuracy
 GB0566;SPC TN       -   221,930.      757,860.      MT  (+/- 180 meters Scaled)
 GB0566
 GB0566                          SUPERSEDED SURVEY CONTROL
 GB0566
 GB0566  NGVD 29 (??/??/92)  350.919  (m)         1151.31   (f) ADJ UNCH    2 0
 GB0566
 GB0566.Superseded values are not recommended for survey control.
 GB0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0566.See file dsdata.txt to determine how the superseded data were derived.
 GB0566
 GB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF475230(NAD 83)
 GB0566_MARKER: DB = BENCH MARK DISK
 GB0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0566_SP_SET: ABUTMENT
 GB0566_STAMPING: A 50 1934
 GB0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0566
 GB0566  HISTORY     - Date     Condition        Report By
 GB0566  HISTORY     - 1934     MONUMENTED       CGS
 GB0566  HISTORY     - 1949     GOOD             NGS
 GB0566  HISTORY     - 1973     GOOD             TVA
 GB0566
 GB0566                          STATION DESCRIPTION
 GB0566
 GB0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0566'1.5 MI SE FROM BLOCK.
 GB0566'1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM BLOCK,
 GB0566'CAMPBELL COUNTY, AT BRIDGE 1 OVER COVER CREEK, IN THE TOP OF
 GB0566'THE NORTH END OF THE BACKWALL OF THE WEST CONCRETE ABUTMENT,
 GB0566'AND 4 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 GB0566'A 50 1934.
 GB0566
 GB0566                          STATION RECOVERY (1973)
 GB0566
 GB0566'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0599 ***********************************************************************
 GB0599  DESIGNATION -  A 51
 GB0599  PID         -  GB0599
 GB0599  STATE/COUNTY-  TN/CAMPBELL
 GB0599  USGS QUAD   -  LA FOLLETTE (1990)
 GB0599
 GB0599                         *CURRENT SURVEY CONTROL
 GB0599  ___________________________________________________________________
 GB0599* NAD 83(1986)-  36 25 36.     (N)    084 05 10.     (W)     SCALED    
 GB0599* NAVD 88     -       408.964  (meters)    1341.74   (feet)  ADJUSTED  
 GB0599  ___________________________________________________________________
 GB0599  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB0599  DYNAMIC HT  -         408.598 (meters)    1340.54  (feet)  COMP
 GB0599  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0599
 GB0599  VERT ORDER  -  SECOND    CLASS 0
 GB0599
 GB0599.The horizontal coordinates were scaled from a topographic map and have
 GB0599.an estimated accuracy of +/- 6 seconds.
 GB0599
 GB0599.The orthometric height was determined by differential leveling
 GB0599.and adjusted by the National Geodetic Survey in June 1991..
 GB0599
 GB0599.The geoid height was determined by GEOID03.
 GB0599
 GB0599.The dynamic height is computed by dividing the NAVD 88
 GB0599.geopotential number by the normal gravity value computed on the
 GB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0599.degrees latitude (g = 980.6199 gals.).
 GB0599
 GB0599.The modeled gravity was interpolated from observed gravity values.
 GB0599
 GB0599;                    North         East    Units  Estimated Accuracy
 GB0599;SPC TN       -   233,940.      771,620.      MT  (+/- 180 meters Scaled)
 GB0599
 GB0599                          SUPERSEDED SURVEY CONTROL
 GB0599
 GB0599  NGVD 29 (??/??/92)  409.068  (m)         1342.08   (f) ADJ UNCH    2 0
 GB0599
 GB0599.Superseded values are not recommended for survey control.
 GB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0599.See file dsdata.txt to determine how the superseded data were derived.
 GB0599
 GB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF612352(NAD 83)
 GB0599_MARKER: DB = BENCH MARK DISK
 GB0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0599_STAMPING: A 51 1934
 GB0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0599+STABILITY: SURFACE MOTION
 GB0599
 GB0599  HISTORY     - Date     Condition        Report By
 GB0599  HISTORY     - 1934     MONUMENTED       CGS
 GB0599  HISTORY     - 1949     GOOD             NGS
 GB0599
 GB0599                          STATION DESCRIPTION
 GB0599
 GB0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0599'1.6 MI SW FROM DUFF.
 GB0599'1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0599'FROM DUFF, CAMPBELL COUNTY, 4-1/2 RAILS NORTHEAST OF THE STATION
 GB0599'AT KILSYTH, 60 FEET NORTH OF A PRIVATE-ROAD CROSSING, AND 25
 GB0599'FEET NORTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED A 51
 GB0599'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0679 ***********************************************************************
 GA0679  DESIGNATION -  A 52
 GA0679  PID         -  GA0679
 GA0679  STATE/COUNTY-  TN/UNICOI
 GA0679  USGS QUAD   -  FLAG POND (1939)
 GA0679
 GA0679                         *CURRENT SURVEY CONTROL
 GA0679  ___________________________________________________________________
 GA0679* NAD 83(1986)-  36 00 38.     (N)    082 36 31.     (W)     SCALED    
 GA0679* NAVD 88     -       946.859  (meters)    3106.49   (feet)  ADJUSTED  
 GA0679  ___________________________________________________________________
 GA0679  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA0679  DYNAMIC HT  -         945.908 (meters)    3103.37  (feet)  COMP
 GA0679  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 GA0679
 GA0679  VERT ORDER  -  SECOND    CLASS 0
 GA0679
 GA0679.The horizontal coordinates were scaled from a topographic map and have
 GA0679.an estimated accuracy of +/- 6 seconds.
 GA0679
 GA0679.The orthometric height was determined by differential leveling
 GA0679.and adjusted by the National Geodetic Survey in June 1991..
 GA0679
 GA0679.The geoid height was determined by GEOID03.
 GA0679
 GA0679.The dynamic height is computed by dividing the NAVD 88
 GA0679.geopotential number by the normal gravity value computed on the
 GA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0679.degrees latitude (g = 980.6199 gals.).
 GA0679
 GA0679.The modeled gravity was interpolated from observed gravity values.
 GA0679
 GA0679;                    North         East    Units  Estimated Accuracy
 GA0679;SPC TN       -   191,380.      905,660.      MT  (+/- 180 meters Scaled)
 GA0679
 GA0679                          SUPERSEDED SURVEY CONTROL
 GA0679
 GA0679  NGVD 29 (??/??/92)  946.970  (m)         3106.85   (f) ADJ UNCH    2 0
 GA0679
 GA0679.Superseded values are not recommended for survey control.
 GA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0679.See file dsdata.txt to determine how the superseded data were derived.
 GA0679
 GA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV550863(NAD 83)
 GA0679_MARKER: DB = BENCH MARK DISK
 GA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0679_STAMPING: A 52 1934
 GA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0679+STABILITY: SURFACE MOTION
 GA0679
 GA0679  HISTORY     - Date     Condition        Report By
 GA0679  HISTORY     - 1934     MONUMENTED       CGS
 GA0679  HISTORY     - 1955     GOOD             NGS
 GA0679
 GA0679                          STATION DESCRIPTION
 GA0679
 GA0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0679'4.3 MI W FROM ROCKY FORK.
 GA0679'4.3 MILES WEST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0679'UNICOI COUNTY, 5 FEET NORTH OF THE TENNESSEE-NORTH CAROLINA
 GA0679'STATE LINE FENCE, 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GA0679'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED A 52 1934
 GA0679'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1794 ***********************************************************************
 FB1794  DESIGNATION -  A 53
 FB1794  PID         -  FB1794
 FB1794  STATE/COUNTY-  TN/SEVIER
 FB1794  USGS QUAD   -  GATLINBURG (1979)
 FB1794
 FB1794                         *CURRENT SURVEY CONTROL
 FB1794  ___________________________________________________________________
 FB1794* NAD 83(1986)-  35 44 01.     (N)    083 31 12.     (W)     SCALED    
 FB1794* NAVD 88     -       362.319  (meters)    1188.71   (feet)  ADJUSTED  
 FB1794  ___________________________________________________________________
 FB1794  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FB1794  DYNAMIC HT  -         361.967 (meters)    1187.55  (feet)  COMP
 FB1794  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 FB1794
 FB1794  VERT ORDER  -  SECOND    CLASS 0
 FB1794
 FB1794.The horizontal coordinates were scaled from a topographic map and have
 FB1794.an estimated accuracy of +/- 6 seconds.
 FB1794
 FB1794.The orthometric height was determined by differential leveling
 FB1794.and adjusted by the National Geodetic Survey in June 1991..
 FB1794
 FB1794.The geoid height was determined by GEOID03.
 FB1794
 FB1794.The dynamic height is computed by dividing the NAVD 88
 FB1794.geopotential number by the normal gravity value computed on the
 FB1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1794.degrees latitude (g = 980.6199 gals.).
 FB1794
 FB1794.The modeled gravity was interpolated from observed gravity values.
 FB1794
 FB1794;                    North         East    Units  Estimated Accuracy
 FB1794;SPC TN       -   158,200.      824,320.      MT  (+/- 180 meters Scaled)
 FB1794
 FB1794                          SUPERSEDED SURVEY CONTROL
 FB1794
 FB1794  NGVD 29 (??/??/92)  362.425  (m)         1189.06   (f) ADJ UNCH    2 0
 FB1794
 FB1794.Superseded values are not recommended for survey control.
 FB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1794.See file dsdata.txt to determine how the superseded data were derived.
 FB1794
 FB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720573(NAD 83)
 FB1794_MARKER: DB = BENCH MARK DISK
 FB1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1794_STAMPING: A 53 1934
 FB1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1794+STABILITY: SURFACE MOTION
 FB1794
 FB1794  HISTORY     - Date     Condition        Report By
 FB1794  HISTORY     - 1934     MONUMENTED       CGS
 FB1794  HISTORY     - 1934     GOOD             NGS
 FB1794
 FB1794                          STATION DESCRIPTION
 FB1794
 FB1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1794'1.9 MI NW FROM GATLINBURG.
 FB1794'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1794'ABOUT 80 FEET SOUTH OF THE C.P. MAPE HOUSE, 20 FEET EAST OF THE
 FB1794'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF POWER-TRANSMISSION
 FB1794'LINE POLE 350, 2 FEET EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY
 FB1794'SURFACE.  A STANDARD DISK, STAMPED A 53 1934 AND SET IN THE
 FB1794'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0169 ***********************************************************************
 FC0169  DESIGNATION -  A 54
 FC0169  PID         -  FC0169
 FC0169  STATE/COUNTY-  TN/MONROE
 FC0169  USGS QUAD   -  MADISONVILLE (1984)
 FC0169
 FC0169                         *CURRENT SURVEY CONTROL
 FC0169  ___________________________________________________________________
 FC0169* NAD 83(1986)-  35 31 19.     (N)    084 21 54.     (W)     SCALED    
 FC0169* NAVD 88     -       294.932  (meters)     967.62   (feet)  ADJUSTED  
 FC0169  ___________________________________________________________________
 FC0169  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0169  DYNAMIC HT  -         294.648 (meters)     966.69  (feet)  COMP
 FC0169  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FC0169
 FC0169  VERT ORDER  -  SECOND    CLASS 0
 FC0169
 FC0169.The horizontal coordinates were scaled from a topographic map and have
 FC0169.an estimated accuracy of +/- 6 seconds.
 FC0169
 FC0169.The orthometric height was determined by differential leveling
 FC0169.and adjusted by the National Geodetic Survey in June 1991..
 FC0169
 FC0169.The geoid height was determined by GEOID03.
 FC0169
 FC0169.The dynamic height is computed by dividing the NAVD 88
 FC0169.geopotential number by the normal gravity value computed on the
 FC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0169.degrees latitude (g = 980.6199 gals.).
 FC0169
 FC0169.The modeled gravity was interpolated from observed gravity values.
 FC0169
 FC0169;                    North         East    Units  Estimated Accuracy
 FC0169;SPC TN       -   133,110.      748,290.      MT  (+/- 180 meters Scaled)
 FC0169
 FC0169                          SUPERSEDED SURVEY CONTROL
 FC0169
 FC0169  NGVD 29 (??/??/92)  295.016  (m)          967.90   (f) ADJ UNCH    2 0
 FC0169
 FC0169.Superseded values are not recommended for survey control.
 FC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0169.See file dsdata.txt to determine how the superseded data were derived.
 FC0169
 FC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE389341(NAD 83)
 FC0169_MARKER: DB = BENCH MARK DISK
 FC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0169_STAMPING: A 54 1934
 FC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0169+STABILITY: SURFACE MOTION
 FC0169
 FC0169  HISTORY     - Date     Condition        Report By
 FC0169  HISTORY     - 1934     MONUMENTED       CGS
 FC0169  HISTORY     - 1935     GOOD             NGS
 FC0169  HISTORY     - 1949     GOOD             NGS
 FC0169
 FC0169                          STATION DESCRIPTION
 FC0169
 FC0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0169'AT MADISONVILLE.
 FC0169'AT MADISONVILLE, MONROE COUNTY, 10 RAILS NORTHEAST OF THE
 FC0169'LOUISVILLE AND NASHVILLE RAILROAD STATION, IN THE SOUTHEAST
 FC0169'CORNER OF THE HIGH SCHOOLYARD, NEAR THE EAST ROAD LEADING TO
 FC0169'THE MAIN ENTRANCE, 45 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FC0169'AND 15 FEET WEST OF THE CENTERLINE OF THE ROAD PASSING IN
 FC0169'FRONT OF THE HIGH SCHOOL.  A STANDARD DISK, STAMPED A 54 1934
 FC0169'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 FC0169'ABOVE GROUND.
 FC0169
 FC0169                          STATION RECOVERY (1949)
 FC0169
 FC0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FC0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0772 ***********************************************************************
 GA0772  DESIGNATION -  A 55
 GA0772  PID         -  GA0772
 GA0772  STATE/COUNTY-  TN/HAWKINS
 GA0772  USGS QUAD   -  BUREM (1976)
 GA0772
 GA0772                         *CURRENT SURVEY CONTROL
 GA0772  ___________________________________________________________________
 GA0772* NAD 83(1986)-  36 24 43.     (N)    082 59 45.     (W)     SCALED    
 GA0772* NAVD 88     -       401.568  (meters)    1317.48   (feet)  ADJUSTED  
 GA0772  ___________________________________________________________________
 GA0772  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0772  DYNAMIC HT  -         401.204 (meters)    1316.28  (feet)  COMP
 GA0772  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0772
 GA0772  VERT ORDER  -  SECOND    CLASS 0
 GA0772
 GA0772.The horizontal coordinates were scaled from a topographic map and have
 GA0772.an estimated accuracy of +/- 6 seconds.
 GA0772
 GA0772.The orthometric height was determined by differential leveling
 GA0772.and adjusted by the National Geodetic Survey in June 1991..
 GA0772
 GA0772.The geoid height was determined by GEOID03.
 GA0772
 GA0772.The dynamic height is computed by dividing the NAVD 88
 GA0772.geopotential number by the normal gravity value computed on the
 GA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0772.degrees latitude (g = 980.6199 gals.).
 GA0772
 GA0772.The modeled gravity was interpolated from observed gravity values.
 GA0772
 GA0772;                    North         East    Units  Estimated Accuracy
 GA0772;SPC TN       -   234,760.      869,410.      MT  (+/- 180 meters Scaled)
 GA0772
 GA0772                          SUPERSEDED SURVEY CONTROL
 GA0772
 GA0772  NGVD 29 (??/??/92)  401.715  (m)         1317.96   (f) ADJ UNCH    2 0
 GA0772
 GA0772.Superseded values are not recommended for survey control.
 GA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0772.See file dsdata.txt to determine how the superseded data were derived.
 GA0772
 GA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA210314(NAD 83)
 GA0772_MARKER: DB = BENCH MARK DISK
 GA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0772_STAMPING: A 55 1934
 GA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0772+STABILITY: SURFACE MOTION
 GA0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0772+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 GA0772
 GA0772  HISTORY     - Date     Condition        Report By
 GA0772  HISTORY     - 1934     MONUMENTED       CGS
 GA0772  HISTORY     - 1964     GOOD             NGS
 GA0772  HISTORY     - 20040208 GOOD             GEOCAC
 GA0772
 GA0772                          STATION DESCRIPTION
 GA0772
 GA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA0772'AT ROGERSVILLE.
 GA0772'AT ROGERSVILLE, ON STATE HIGHWAY 70 AND U.S. HIGHWAY 11, 75 YARDS
 GA0772'EAST OF A CITY LIMIT SIGN, 30 FEET EAST OF THE MIDDLE OF THE
 GA0772'CEMETERY ENTRANCE NEAR THE SOUTHWEST CORNER OF THE EAST BRICK
 GA0772'ENTRANCE POST AT THE WEST END OF THE WIRE PICKET FENCE, AND 25
 GA0772'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GA0772'STAMPED A 55 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA0772'ABOUT 2 INCHES ABOVE GROUND.
 GA0772
 GA0772                          STATION RECOVERY (2004)
 GA0772
 GA0772'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1886 ***********************************************************************
 GA1886  DESIGNATION -  A 56
 GA1886  PID         -  GA1886
 GA1886  STATE/COUNTY-  TN/GREENE
 GA1886  USGS QUAD   -  MOHAWK (1980)
 GA1886
 GA1886                         *CURRENT SURVEY CONTROL
 GA1886  ___________________________________________________________________
 GA1886* NAD 83(1986)-  36 11 30.     (N)    083 00 54.     (W)     SCALED    
 GA1886* NAVD 88     -       346.946  (meters)    1138.27   (feet)  ADJUSTED  
 GA1886  ___________________________________________________________________
 GA1886  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA1886  DYNAMIC HT  -         346.624 (meters)    1137.22  (feet)  COMP
 GA1886  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA1886
 GA1886  VERT ORDER  -  SECOND    CLASS 0
 GA1886
 GA1886.The horizontal coordinates were scaled from a topographic map and have
 GA1886.an estimated accuracy of +/- 6 seconds.
 GA1886
 GA1886.The orthometric height was determined by differential leveling
 GA1886.and adjusted by the National Geodetic Survey in June 1991..
 GA1886
 GA1886.The geoid height was determined by GEOID03.
 GA1886
 GA1886.The dynamic height is computed by dividing the NAVD 88
 GA1886.geopotential number by the normal gravity value computed on the
 GA1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1886.degrees latitude (g = 980.6199 gals.).
 GA1886
 GA1886.The modeled gravity was interpolated from observed gravity values.
 GA1886
 GA1886;                    North         East    Units  Estimated Accuracy
 GA1886;SPC TN       -   210,280.      868,440.      MT  (+/- 180 meters Scaled)
 GA1886
 GA1886                          SUPERSEDED SURVEY CONTROL
 GA1886
 GA1886  NGVD 29 (??/??/92)  347.107  (m)         1138.80   (f) ADJ UNCH    2 0
 GA1886
 GA1886.Superseded values are not recommended for survey control.
 GA1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1886.See file dsdata.txt to determine how the superseded data were derived.
 GA1886
 GA1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA188070(NAD 83)
 GA1886_MARKER: DB = BENCH MARK DISK
 GA1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1886_STAMPING: A 56 1934
 GA1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1886+STABILITY: SURFACE MOTION
 GA1886
 GA1886  HISTORY     - Date     Condition        Report By
 GA1886  HISTORY     - 1934     MONUMENTED       CGS
 GA1886  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1886
 GA1886                          STATION DESCRIPTION
 GA1886
 GA1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1886'6.6 MI SE FROM BULLS GAP.
 GA1886'IN GREENE COUNTY, 6.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GA1886'FROM THE STATION AT BULLS GAP, HAWKINS COUNTY, AT MILEAGE 69.3,
 GA1886'45 FEET WEST OF A GRADE CROSSING, AND 12 FEET NORTH OF THE
 GA1886'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED A 56 1934
 GA1886'AND SET IN THE TOP OF A CONCRETE POST.
 GA1886
 GA1886                          STATION RECOVERY (1950)
 GA1886
 GA1886'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1589 ***********************************************************************
 FE1589  DESIGNATION -  A 56.29 2 CAP
 FE1589  PID         -  FE1589
 FE1589  STATE/COUNTY-  TN/LAUDERDALE
 FE1589  USGS QUAD   -  OPEN LAKE (1983)
 FE1589
 FE1589                         *CURRENT SURVEY CONTROL
 FE1589  ___________________________________________________________________
 FE1589* NAD 83(1986)-  35 46 08.     (N)    089 44 06.     (W)     SCALED    
 FE1589* NAVD 88     -        76.753  (meters)     251.81   (feet)  ADJUSTED  
 FE1589  ___________________________________________________________________
 FE1589  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1589  DYNAMIC HT  -          76.688 (meters)     251.60  (feet)  COMP
 FE1589  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1589
 FE1589  VERT ORDER  -  FIRST     CLASS II
 FE1589
 FE1589.The horizontal coordinates were scaled from a topographic map and have
 FE1589.an estimated accuracy of +/- 6 seconds.
 FE1589
 FE1589.The orthometric height was determined by differential leveling
 FE1589.and adjusted by the National Geodetic Survey in June 1991..
 FE1589
 FE1589.The geoid height was determined by GEOID03.
 FE1589
 FE1589.The dynamic height is computed by dividing the NAVD 88
 FE1589.geopotential number by the normal gravity value computed on the
 FE1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1589.degrees latitude (g = 980.6199 gals.).
 FE1589
 FE1589.The modeled gravity was interpolated from observed gravity values.
 FE1589
 FE1589;                    North         East    Units  Estimated Accuracy
 FE1589;SPC TN       -   165,720.      262,360.      MT  (+/- 180 meters Scaled)
 FE1589
 FE1589                          SUPERSEDED SURVEY CONTROL
 FE1589
 FE1589  NGVD 29 (??/??/??)   76.711  (m)          251.68   (f) ADJUSTED    1 2
 FE1589
 FE1589.Superseded values are not recommended for survey control.
 FE1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1589.See file dsdata.txt to determine how the superseded data were derived.
 FE1589
 FE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527617(NAD 83)
 FE1589_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1589_STAMPING: A-56.29-2
 FE1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1589
 FE1589  HISTORY     - Date     Condition        Report By
 FE1589  HISTORY     - UNK      MONUMENTED       DOD
 FE1589  HISTORY     - 1957     GOOD             CGS
 FE1589  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1589
 FE1589                          STATION DESCRIPTION
 FE1589
 FE1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1589'1.4 MI E FROM ASHPORT.
 FE1589'1.45 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1589'28 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 183 FEET
 FE1589'EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, 193 FEET
 FE1589'WEST OF POWER LINE POLE NO. 146 AND IN THE NORTH EDGE OF A
 FE1589'CULTIVATED FIELD, 146 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 FE1589'THE SOUTHEAST CORNER OF A TENANT HOUSE, 1 FOOT BELOW THE LEVEL
 FE1589'OF THE HIGHWAY, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP
 FE1589'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE-- LEVELING
 FE1589'EXTENDED TO CAP ONLY IN 1957.
 FE1589
 FE1589                          STATION RECOVERY (1971)
 FE1589
 FE1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0570 ***********************************************************************
 GA0570  DESIGNATION -  A 57
 GA0570  PID         -  GA0570
 GA0570  STATE/COUNTY-  TN/WASHINGTON
 GA0570  USGS QUAD   -  JOHNSON CITY (1968)
 GA0570
 GA0570                         *CURRENT SURVEY CONTROL
 GA0570  ___________________________________________________________________
 GA0570* NAD 83(1986)-  36 18 47.     (N)    082 21 12.     (W)     SCALED    
 GA0570* NAVD 88     -       498.060  (meters)    1634.05   (feet)  ADJUSTED  
 GA0570  ___________________________________________________________________
 GA0570  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0570  DYNAMIC HT  -         497.588 (meters)    1632.50  (feet)  COMP
 GA0570  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 GA0570
 GA0570  VERT ORDER  -  SECOND    CLASS 0
 GA0570
 GA0570.The horizontal coordinates were scaled from a topographic map and have
 GA0570.an estimated accuracy of +/- 6 seconds.
 GA0570
 GA0570.The orthometric height was determined by differential leveling
 GA0570.and adjusted by the National Geodetic Survey in June 1991..
 GA0570
 GA0570.The geoid height was determined by GEOID03.
 GA0570
 GA0570.The dynamic height is computed by dividing the NAVD 88
 GA0570.geopotential number by the normal gravity value computed on the
 GA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0570.degrees latitude (g = 980.6199 gals.).
 GA0570
 GA0570.The modeled gravity was interpolated from observed gravity values.
 GA0570
 GA0570;                    North         East    Units  Estimated Accuracy
 GA0570;SPC TN       -   225,750.      927,410.      MT  (+/- 180 meters Scaled)
 GA0570
 GA0570                          SUPERSEDED SURVEY CONTROL
 GA0570
 GA0570  NGVD 29 (??/??/92)  498.204  (m)         1634.52   (f) ADJ UNCH    2 0
 GA0570
 GA0570.Superseded values are not recommended for survey control.
 GA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0570.See file dsdata.txt to determine how the superseded data were derived.
 GA0570
 GA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785195(NAD 83)
 GA0570_MARKER: DB = BENCH MARK DISK
 GA0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0570_STAMPING: A 57 1934
 GA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0570+STABILITY: SURFACE MOTION
 GA0570
 GA0570  HISTORY     - Date     Condition        Report By
 GA0570  HISTORY     - 1934     MONUMENTED       CGS
 GA0570  HISTORY     - 20010331 GOOD             NGS
 GA0570
 GA0570                          STATION DESCRIPTION
 GA0570
 GA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0570'AT JOHNSON CITY.
 GA0570'AT JOHNSON CITY, WASHINGTON COUNTY, 11 FEET NORTH OF THE POST
 GA0570'OFFICE, 10 FEET WEST OF THE EAST LINE OF THE BUILDING, AND 6
 GA0570'FEET EAST OF THE STEPS.  A STANDARD DISK, STAMPED A 57 1934
 GA0570'AND SET IN THE TOP OF A CONCRETE POST.
 GA0570
 GA0570                          STATION RECOVERY (2001)
 GA0570
 GA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1581 ***********************************************************************
 FE1581  DESIGNATION -  A 57 29 1 CAP
 FE1581  PID         -  FE1581
 FE1581  STATE/COUNTY-  TN/LAUDERDALE
 FE1581  USGS QUAD   -  OPEN LAKE (1983)
 FE1581
 FE1581                         *CURRENT SURVEY CONTROL
 FE1581  ___________________________________________________________________
 FE1581* NAD 83(1986)-  35 46 29.     (N)    089 39 32.     (W)     SCALED    
 FE1581* NAVD 88     -        78.109  (meters)     256.26   (feet)  ADJUSTED  
 FE1581  ___________________________________________________________________
 FE1581  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1581  DYNAMIC HT  -          78.042 (meters)     256.04  (feet)  COMP
 FE1581  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 FE1581
 FE1581  VERT ORDER  -  FIRST     CLASS II
 FE1581
 FE1581.The horizontal coordinates were scaled from a topographic map and have
 FE1581.an estimated accuracy of +/- 6 seconds.
 FE1581
 FE1581.The orthometric height was determined by differential leveling
 FE1581.and adjusted by the National Geodetic Survey in June 1991..
 FE1581
 FE1581.The geoid height was determined by GEOID03.
 FE1581
 FE1581.The dynamic height is computed by dividing the NAVD 88
 FE1581.geopotential number by the normal gravity value computed on the
 FE1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1581.degrees latitude (g = 980.6199 gals.).
 FE1581
 FE1581.The modeled gravity was interpolated from observed gravity values.
 FE1581
 FE1581;                    North         East    Units  Estimated Accuracy
 FE1581;SPC TN       -   166,100.      269,260.      MT  (+/- 180 meters Scaled)
 FE1581
 FE1581                          SUPERSEDED SURVEY CONTROL
 FE1581
 FE1581  NGVD 29 (??/??/??)   78.074  (m)          256.15   (f) ADJUSTED    1 2
 FE1581
 FE1581.Superseded values are not recommended for survey control.
 FE1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1581.See file dsdata.txt to determine how the superseded data were derived.
 FE1581
 FE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE596622(NAD 83)
 FE1581_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1581_STAMPING: A-57-29-1
 FE1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1581
 FE1581  HISTORY     - Date     Condition        Report By
 FE1581  HISTORY     - UNK      MONUMENTED       DOD
 FE1581  HISTORY     - 1957     GOOD             CGS
 FE1581  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1581
 FE1581                          STATION DESCRIPTION
 FE1581
 FE1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1581'4 MI W FROM ARP.
 FE1581'4.0 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1581'ELEMENTARY SCHOOL AT ARP, 0.8 MILE EAST OF A 200 FEET LONG WOODEN
 FE1581'HIGHWAY BRIDGE, AT THE FOOT OF A LONG GRADE ASCENDING EAST, 65 1/2
 FE1581'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHEAST
 FE1581'OF THE CENTER LINE OF A DIM ROAD LEADING NORTHEAST, 47 FEET NORTH
 FE1581'OF POWER LINE POLE NO. 100 1/2, 24 FEET NORTH-NORTHWEST OF A
 FE1581'BLAZED 12-INCH OAK TREE, 8 FEET NORTH OF THE CENTER LINE OF AN
 FE1581'ABANDONED ROAD BED, 148 FEET EAST-NORTHEAST OF THE CENTER OF
 FE1581'THE JUNCTION OF THE HIGHWAY AND THE DIM ROAD LEADING NORTHEAST,
 FE1581'ABOUT LEVEL WITH THE HIGHWAY, USE PIPE AND CAP WHICH PROJECTS 3
 FE1581'INCHES ABOVE THE GROUND.  NOTE-- LEVELING EXTENDED TO CAP ONLY IN
 FE1581'1957.
 FE1581
 FE1581                          STATION RECOVERY (1971)
 FE1581
 FE1581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1857 ***********************************************************************
 FE1857  DESIGNATION -  A 57 38 1
 FE1857  PID         -  FE1857
 FE1857  STATE/COUNTY-  TN/LAUDERDALE
 FE1857  USGS QUAD   -  KNOB CREEK (1972)
 FE1857
 FE1857                         *CURRENT SURVEY CONTROL
 FE1857  ___________________________________________________________________
 FE1857* NAD 83(1986)-  35 54 58.     (N)    089 30 04.     (W)     SCALED    
 FE1857* NAVD 88     -        90.327  (meters)     296.35   (feet)  ADJUSTED  
 FE1857  ___________________________________________________________________
 FE1857  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1857  DYNAMIC HT  -          90.250 (meters)     296.10  (feet)  COMP
 FE1857  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FE1857
 FE1857  VERT ORDER  -  FIRST     CLASS I
 FE1857
 FE1857.The horizontal coordinates were scaled from a topographic map and have
 FE1857.an estimated accuracy of +/- 6 seconds.
 FE1857
 FE1857.The orthometric height was determined by differential leveling
 FE1857.and adjusted by the National Geodetic Survey in June 1991..
 FE1857
 FE1857.The geoid height was determined by GEOID03.
 FE1857
 FE1857.The dynamic height is computed by dividing the NAVD 88
 FE1857.geopotential number by the normal gravity value computed on the
 FE1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1857.degrees latitude (g = 980.6199 gals.).
 FE1857
 FE1857.The modeled gravity was interpolated from observed gravity values.
 FE1857
 FE1857;                    North         East    Units  Estimated Accuracy
 FE1857;SPC TN       -   181,260.      284,080.      MT  (+/- 180 meters Scaled)
 FE1857
 FE1857                          SUPERSEDED SURVEY CONTROL
 FE1857
 FE1857  NGVD 29 (??/??/??)   90.269  (m)          296.16   (f) ADJUSTED    1 1
 FE1857
 FE1857.Superseded values are not recommended for survey control.
 FE1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1857.See file dsdata.txt to determine how the superseded data were derived.
 FE1857
 FE1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE743775(NAD 83)
 FE1857_MARKER: P = PIPE CAP
 FE1857_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1857_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1857_STAMPING: A 57-38-1
 FE1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1857
 FE1857  HISTORY     - Date     Condition        Report By
 FE1857  HISTORY     - UNK      MONUMENTED       DOD
 FE1857  HISTORY     - 1974     GOOD             NGS
 FE1857  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1857
 FE1857                          STATION DESCRIPTION
 FE1857
 FE1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1857'6.8 MI W FROM HALLS.
 FE1857'FROM THE FIRST BAPTIST CHURCH AT HALLS, ABOUT 0.25 MILE WEST OF
 FE1857'THE SMALL COMMUNITY OF PORTER GAP, AT A PAVED ROAD JUNCTION
 FE1857'LEADING NORTH, 79 FEET SOUTHWEST OF THE CENTER OF ROAD JUNCTION,
 FE1857'58.5 FEET SOUTH OF AND ACROSS HIGHWAY FROM THE CONCRETE BASE
 FE1857'OF KEY CORNER MONUMENT, 31 FEET SOUTH OF THE CENTER LINE OF THE
 FE1857'HIGHWAY, 1.5 FEET ABOVE HIGHWAY AND IN THE TOP OF AN IRON PIPE
 FE1857'PROJECTING 0.8 FOOT.
 FE1857
 FE1857                          STATION RECOVERY (2002)
 FE1857
 FE1857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1857'ALL GROUND SOUTH OF HWY IS IN DEEP CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1396 ***********************************************************************
 GA1396  DESIGNATION -  A 58
 GA1396  PID         -  GA1396
 GA1396  STATE/COUNTY-  TN/SULLIVAN
 GA1396  USGS QUAD   -  KINGSPORT (1991)
 GA1396
 GA1396                         *CURRENT SURVEY CONTROL
 GA1396  ___________________________________________________________________
 GA1396* NAD 83(1986)-  36 32 57.     (N)    082 33 29.     (W)     SCALED    
 GA1396* NAVD 88     -       372.740  (meters)    1222.90   (feet)  ADJUSTED  
 GA1396  ___________________________________________________________________
 GA1396  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1396  DYNAMIC HT  -         372.406 (meters)    1221.80  (feet)  COMP
 GA1396  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 GA1396
 GA1396  VERT ORDER  -  SECOND    CLASS 0
 GA1396
 GA1396.The horizontal coordinates were scaled from a topographic map and have
 GA1396.an estimated accuracy of +/- 6 seconds.
 GA1396
 GA1396.The orthometric height was determined by differential leveling
 GA1396.and adjusted by the National Geodetic Survey in June 1991..
 GA1396
 GA1396.The geoid height was determined by GEOID03.
 GA1396
 GA1396.The dynamic height is computed by dividing the NAVD 88
 GA1396.geopotential number by the normal gravity value computed on the
 GA1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1396.degrees latitude (g = 980.6199 gals.).
 GA1396
 GA1396.The modeled gravity was interpolated from observed gravity values.
 GA1396
 GA1396;                    North         East    Units  Estimated Accuracy
 GA1396;SPC TN       -   251,270.      908,120.      MT  (+/- 180 meters Scaled)
 GA1396
 GA1396                          SUPERSEDED SURVEY CONTROL
 GA1396
 GA1396.No superseded survey control is available for this station.
 GA1396
 GA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA605459(NAD 83)
 GA1396_MARKER: DB = BENCH MARK DISK
 GA1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1396_STAMPING: A 58 1934
 GA1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1396+STABILITY: SURFACE MOTION
 GA1396
 GA1396  HISTORY     - Date     Condition        Report By
 GA1396  HISTORY     - 1934     MONUMENTED       CGS
 GA1396
 GA1396                          STATION DESCRIPTION
 GA1396
 GA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1396'IN KINGSPORT.
 GA1396'AT KINGSPORT, SULLIVAN COUNTY, IN THE CITY CIRCLE ON BROAD STREET
 GA1396'AND WATAUGA AVENUE, 5 FEET NORTH OF THE SIDEWALK.  A STANDARD DISK
 GA1396'STAMPED A 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2455 ***********************************************************************
 FE2455  DESIGNATION -  A 58 25 2
 FE2455  PID         -  FE2455
 FE2455  STATE/COUNTY-  TN/DYER
 FE2455  USGS QUAD   -  FOWLKES (1983)
 FE2455
 FE2455                         *CURRENT SURVEY CONTROL
 FE2455  ___________________________________________________________________
 FE2455* NAD 83(1995)-  35 57 08.33269(N)    089 26 08.79153(W)     ADJUSTED  
 FE2455* NAVD 88     -       109.03   (+/-2cm)     357.7    (feet)  VERTCON   
 FE2455  ___________________________________________________________________
 FE2455  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2455  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2455
 FE2455  HORZ ORDER  -  SECOND
 FE2455  VERT ORDER  -  THIRD ? (See Below)
 FE2455
 FE2455.The horizontal coordinates were established by classical geodetic methods
 FE2455.and adjusted by the National Geodetic Survey in April 1999..
 FE2455
 FE2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2455.The vertical order pertains to the NGVD 29 superseded value.
 FE2455
 FE2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2455
 FE2455.The geoid height was determined by GEOID03.
 FE2455
 FE2455;                    North         East     Units Scale Factor Converg.
 FE2455;SPC TN       -   185,064.689   290,110.428   MT  0.99995052   -2 00 41.2
 FE2455;SPC TN       -   607,166.40    951,803.96   sFT  0.99995052   -2 00 41.2
 FE2455;UTM  16      - 3,981,402.025   280,316.535   MT  1.00019471   -1 25 50.3
 FE2455
 FE2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2455!SPC TN       -   0.99998730  x   0.99995052  =   0.99993782
 FE2455!UTM  16      -   0.99998730  x   1.00019471  =   1.00018201
 FE2455
 FE2455                          SUPERSEDED SURVEY CONTROL
 FE2455
 FE2455  NAD 83(1995)-  35 57 08.33698(N)    089 26 08.79206(W) AD(       ) 2
 FE2455  NAD 83(1986)-  35 57 08.34389(N)    089 26 08.79183(W) AD(       ) 2
 FE2455  NAD 27      -  35 57 08.08260(N)    089 26 08.52810(W) AD(       ) 2
 FE2455  NGVD 29 (07/19/86)  108.97   (m)          357.5    (f) LEVELING    3  
 FE2455
 FE2455.Superseded values are not recommended for survey control.
 FE2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2455.See file dsdata.txt to determine how the superseded data were derived.
 FE2455
 FE2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8031781402(NAD 83)
 FE2455_MARKER: P = PIPE CAP
 FE2455_SETTING: 0 = UNSPECIFIED SETTING
 FE2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2455
 FE2455  HISTORY     - Date     Condition        Report By
 FE2455  HISTORY     - 1959     MONUMENTED       USE
 FE2455
 FE2455                          STATION DESCRIPTION
 FE2455
 FE2455'DESCRIBED BY US ENGINEERS 1959
 FE2455'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FE2455'SQUARE IN DYERSBURG, GO SOUTH ON U.S. HIGHWAY 51 AND STATE HIGHWAY
 FE2455'20 FOR 3.9 MILES TO A CROSSROAD AT FOUR POINTS.  TURN RIGHT AND GO
 FE2455'WESTERLY ON A PAVED ROAD FOR 3.25 MILES TO THE STATION ON THE LEFT AS
 FE2455'DESCRIBED.
 FE2455'
 FE2455'A 58 25-2 IS A STANDARD U.S. ENGINEERS DEPARTMENT CAP STAMPED A 58
 FE2455'25-2 RIVETED TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 12
 FE2455'INCHES.  IT IS 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME
 FE2455'STORE BUILDING, 25 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND
 FE2455'6 FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2458 ***********************************************************************
 FE2458  DESIGNATION -  A 58 25 3
 FE2458  PID         -  FE2458
 FE2458  STATE/COUNTY-  TN/DYER
 FE2458  USGS QUAD   -  FOWLKES (1983)
 FE2458
 FE2458                         *CURRENT SURVEY CONTROL
 FE2458  ___________________________________________________________________
 FE2458* NAD 83(1995)-  35 58 33.87480(N)    089 23 23.60278(W)     ADJUSTED  
 FE2458* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 FE2458  ___________________________________________________________________
 FE2458  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2458  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2458
 FE2458  HORZ ORDER  -  SECOND
 FE2458
 FE2458.The horizontal coordinates were established by classical geodetic methods
 FE2458.and adjusted by the National Geodetic Survey in April 1999..
 FE2458
 FE2458.The orthometric height was scaled from a topographic map.
 FE2458
 FE2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2458
 FE2458.The geoid height was determined by GEOID03.
 FE2458
 FE2458;                    North         East     Units Scale Factor Converg.
 FE2458;SPC TN       -   187,555.213   294,338.727   MT  0.99995146   -1 59 04.5
 FE2458;SPC TN       -   615,337.39    965,676.31   sFT  0.99995146   -1 59 04.5
 FE2458;UTM  16      - 3,983,935.845   284,520.363   MT  1.00017216   -1 24 16.1
 FE2458
 FE2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2458!SPC TN       -   0.99998793  x   0.99995146  =   0.99993939
 FE2458!UTM  16      -   0.99998793  x   1.00017216  =   1.00016009
 FE2458
 FE2458                          SUPERSEDED SURVEY CONTROL
 FE2458
 FE2458  NAD 83(1995)-  35 58 33.87883(N)    089 23 23.60359(W) AD(       ) 2
 FE2458  NAD 83(1986)-  35 58 33.88602(N)    089 23 23.60285(W) AD(       ) 2
 FE2458  NAD 27      -  35 58 33.62720(N)    089 23 23.34270(W) AD(       ) 2
 FE2458
 FE2458.Superseded values are not recommended for survey control.
 FE2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2458.See file dsdata.txt to determine how the superseded data were derived.
 FE2458
 FE2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8452083936(NAD 83)
 FE2458_MARKER: P = PIPE CAP
 FE2458_SETTING: 0 = UNSPECIFIED SETTING
 FE2458
 FE2458  HISTORY     - Date     Condition        Report By
 FE2458  HISTORY     - 1959     MONUMENTED       USE
 FE2458
 FE2458                          STATION DESCRIPTION
 FE2458
 FE2458'DESCRIBED BY US ENGINEERS 1959
 FE2458'THE STATION IS ABOUT 4 MILES SOUTH OF DYERSBURG AT A COMMUNITY CALLED
 FE2458'FOUR POINTS. IT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 FE2458'OF U.S. HIGHWAY 51 AND STATE HIGHWAY 20.
 FE2458'
 FE2458'B.M. A 58 25-3 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2458'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 14
 FE2458'INCHES AND THE DISK IS STAMPED A 58 25-3. IT IS 93 FEET EAST OF A
 FE2458'POWER POLE, 24 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20
 FE2458'AND 2 FEET WEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0913 ***********************************************************************
 FE0913  DESIGNATION -  A 58.1 36
 FE0913  PID         -  FE0913
 FE0913  STATE/COUNTY-  TN/DYER
 FE0913  USGS QUAD   -  FOWLKES (1983)
 FE0913
 FE0913                         *CURRENT SURVEY CONTROL
 FE0913  ___________________________________________________________________
 FE0913* NAD 83(1986)-  35 57 19.     (N)    089 23 12.     (W)     SCALED    
 FE0913* NAVD 88     -        92.415  (meters)     303.20   (feet)  ADJUSTED  
 FE0913  ___________________________________________________________________
 FE0913  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0913  DYNAMIC HT  -          92.337 (meters)     302.94  (feet)  COMP
 FE0913  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 FE0913
 FE0913  VERT ORDER  -  FIRST     CLASS I
 FE0913
 FE0913.The horizontal coordinates were scaled from a topographic map and have
 FE0913.an estimated accuracy of +/- 6 seconds.
 FE0913
 FE0913.The orthometric height was determined by differential leveling
 FE0913.and adjusted by the National Geodetic Survey in June 1991..
 FE0913
 FE0913.The geoid height was determined by GEOID03.
 FE0913
 FE0913.The dynamic height is computed by dividing the NAVD 88
 FE0913.geopotential number by the normal gravity value computed on the
 FE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0913.degrees latitude (g = 980.6199 gals.).
 FE0913
 FE0913.The modeled gravity was interpolated from observed gravity values.
 FE0913
 FE0913;                    North         East    Units  Estimated Accuracy
 FE0913;SPC TN       -   185,240.      294,550.      MT  (+/- 180 meters Scaled)
 FE0913
 FE0913                          SUPERSEDED SURVEY CONTROL
 FE0913
 FE0913  NGVD 29 (??/??/??)   92.352  (m)          302.99   (f) ADJUSTED    1 1
 FE0913
 FE0913.Superseded values are not recommended for survey control.
 FE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0913.See file dsdata.txt to determine how the superseded data were derived.
 FE0913
 FE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE847816(NAD 83)
 FE0913_MARKER: P = PIPE CAP
 FE0913_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0913_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0913_STAMPING: A 58.1-36
 FE0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0913
 FE0913  HISTORY     - Date     Condition        Report By
 FE0913  HISTORY     - UNK      MONUMENTED       DOD
 FE0913  HISTORY     - 1974     GOOD             NGS
 FE0913  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0913
 FE0913                          STATION DESCRIPTION
 FE0913
 FE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0913'0.9 MI S FROM FOWLKES.
 FE0913'ABOUT 0.90 MILE SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0913'BAPTIST CHURCH AT FOWLKES, NEAR THE SOUTH END OF A SHORT RAILROAD
 FE0913'FILL BETWEEN TWO TRACKS, 171.8 FEET EAST OF THE CENTER LINE OF THE
 FE0913'HIGHWAY, 44 FEET EAST OF THE EAST RAIL OF WEST TRACKS OF ILLINOIS
 FE0913'CENTRAL RAILROAD, 23 FEET WEST OF THE WEST RAIL OF THE EAST
 FE0913'TRACK, 3 FEET ABOVE HIGHWAY.  PIPE AND CAP PROJECTING 0.8 FOOT.
 FE0913
 FE0913                          STATION RECOVERY (2002)
 FE0913
 FE0913'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0933 ***********************************************************************
 FE0933  DESIGNATION -  A 58.1 38 BOLT
 FE0933  PID         -  FE0933
 FE0933  STATE/COUNTY-  TN/LAUDERDALE
 FE0933  USGS QUAD   -  GATES (1983)
 FE0933
 FE0933                         *CURRENT SURVEY CONTROL
 FE0933  ___________________________________________________________________
 FE0933* NAD 83(1986)-  35 50 22.     (N)    089 24 19.     (W)     SCALED    
 FE0933* NAVD 88     -        92.713  (meters)     304.18   (feet)  ADJUSTED  
 FE0933  ___________________________________________________________________
 FE0933  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE0933  DYNAMIC HT  -          92.634 (meters)     303.92  (feet)  COMP
 FE0933  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FE0933
 FE0933  VERT ORDER  -  FIRST     CLASS I
 FE0933
 FE0933.The horizontal coordinates were scaled from a topographic map and have
 FE0933.an estimated accuracy of +/- 6 seconds.
 FE0933
 FE0933.The orthometric height was determined by differential leveling
 FE0933.and adjusted by the National Geodetic Survey in June 1991..
 FE0933.WARNING-Repeat measurements at this control monument indicate possible
 FE0933.vertical movement.
 FE0933
 FE0933.The geoid height was determined by GEOID03.
 FE0933
 FE0933.The dynamic height is computed by dividing the NAVD 88
 FE0933.geopotential number by the normal gravity value computed on the
 FE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0933.degrees latitude (g = 980.6199 gals.).
 FE0933
 FE0933.The modeled gravity was interpolated from observed gravity values.
 FE0933
 FE0933;                    North         East    Units  Estimated Accuracy
 FE0933;SPC TN       -   172,450.      292,420.      MT  (+/- 180 meters Scaled)
 FE0933
 FE0933                          SUPERSEDED SURVEY CONTROL
 FE0933
 FE0933  NGVD 29 (??/??/??)   92.658  (m)          304.00   (f) ADJUSTED    1 1
 FE0933
 FE0933.Superseded values are not recommended for survey control.
 FE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0933.See file dsdata.txt to determine how the superseded data were derived.
 FE0933
 FE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE827688(NAD 83)
 FE0933_MARKER: B = BOLT
 FE0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0933_STAMPING: A58.1-38
 FE0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0933
 FE0933  HISTORY     - Date     Condition        Report By
 FE0933  HISTORY     - UNK      MONUMENTED       DOD
 FE0933  HISTORY     - 1974     GOOD             NGS
 FE0933
 FE0933                          STATION DESCRIPTION
 FE0933
 FE0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0933'AT GATES.
 FE0933'AT GATES, 10 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 88 AND
 FE0933'ILLINOIS CENTRAL RAILROAD, 168 FEET SOUTH OF THE SOUTHEAST
 FE0933'CORNER OF A TRESTLE, 88.5 FEET NORTHEAST OF AND ACROSS TWO
 FE0933'TRACKS FROM A TELEPHONE POLE, 23.5 FEET EAST OF THE EAST RAIL OF
 FE0933'THE EAST TRACK, A COPPER BOLT DIRECTLY UNDER USE PIPE AND CAP
 FE0933'WHICH PROJECTS 6-INCHES, 5 FEET BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0932 ***********************************************************************
 FE0932  DESIGNATION -  A 58.1 38 CAP
 FE0932  PID         -  FE0932
 FE0932  STATE/COUNTY-  TN/LAUDERDALE
 FE0932  USGS QUAD   -  GATES (1983)
 FE0932
 FE0932                         *CURRENT SURVEY CONTROL
 FE0932  ___________________________________________________________________
 FE0932* NAD 83(1986)-  35 50 22.     (N)    089 24 19.     (W)     SCALED    
 FE0932* NAVD 88     -        93.847  (meters)     307.90   (feet)  ADJUSTED  
 FE0932  ___________________________________________________________________
 FE0932  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE0932  DYNAMIC HT  -          93.766 (meters)     307.63  (feet)  COMP
 FE0932  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FE0932
 FE0932  VERT ORDER  -  FIRST     CLASS I
 FE0932
 FE0932.The horizontal coordinates were scaled from a topographic map and have
 FE0932.an estimated accuracy of +/- 6 seconds.
 FE0932
 FE0932.The orthometric height was determined by differential leveling
 FE0932.and adjusted by the National Geodetic Survey in June 1991..
 FE0932.WARNING-Repeat measurements at this control monument indicate possible
 FE0932.vertical movement.
 FE0932
 FE0932.The geoid height was determined by GEOID03.
 FE0932
 FE0932.The dynamic height is computed by dividing the NAVD 88
 FE0932.geopotential number by the normal gravity value computed on the
 FE0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0932.degrees latitude (g = 980.6199 gals.).
 FE0932
 FE0932.The modeled gravity was interpolated from observed gravity values.
 FE0932
 FE0932;                    North         East    Units  Estimated Accuracy
 FE0932;SPC TN       -   172,450.      292,420.      MT  (+/- 180 meters Scaled)
 FE0932
 FE0932                          SUPERSEDED SURVEY CONTROL
 FE0932
 FE0932  NGVD 29 (??/??/??)   93.794  (m)          307.72   (f) ADJUSTED    1 1
 FE0932
 FE0932.Superseded values are not recommended for survey control.
 FE0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0932.See file dsdata.txt to determine how the superseded data were derived.
 FE0932
 FE0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE827688(NAD 83)
 FE0932_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE0932_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0932_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0932_STAMPING: A58.1-38
 FE0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0932
 FE0932  HISTORY     - Date     Condition        Report By
 FE0932  HISTORY     - UNK      MONUMENTED       DOD
 FE0932  HISTORY     - 1974     GOOD             NGS
 FE0932  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0932
 FE0932                          STATION DESCRIPTION
 FE0932
 FE0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0932'AT GATES.
 FE0932'AT GATES, 10 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 88 AND
 FE0932'ILLINOIS CENTRAL RAILROAD, 168 FEET SOUTH OF THE SOUTHEAST
 FE0932'CORNER OF A TRESTLE, 88.5 FEET NORTHEAST OF AND ACROSS TWO
 FE0932'TRACKS FROM A TELEPHONE POLE, 23.5 FEET EAST OF THE EAST RAIL OF
 FE0932'THE EAST TRACK, USE PIPE AND CAP WHICH PROJECTS 6-INCHES, 5
 FE0932'FEET BELOW RAILS.
 FE0932
 FE0932                          STATION RECOVERY (2002)
 FE0932
 FE0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0793 ***********************************************************************
 GD0793  DESIGNATION -  A 59
 GD0793  PID         -  GD0793
 GD0793  STATE/COUNTY-  TN/OBION
 GD0793  USGS QUAD   -  KENTON (1981)
 GD0793
 GD0793                         *CURRENT SURVEY CONTROL
 GD0793  ___________________________________________________________________
 GD0793* NAD 83(1986)-  36 12 11.     (N)    089 00 37.     (W)     SCALED    
 GD0793* NAVD 88     -        93.691  (meters)     307.38   (feet)  ADJUSTED  
 GD0793  ___________________________________________________________________
 GD0793  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0793  DYNAMIC HT  -          93.613 (meters)     307.13  (feet)  COMP
 GD0793  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GD0793
 GD0793  VERT ORDER  -  SECOND    CLASS 0
 GD0793
 GD0793.The horizontal coordinates were scaled from a topographic map and have
 GD0793.an estimated accuracy of +/- 6 seconds.
 GD0793
 GD0793.The orthometric height was determined by differential leveling
 GD0793.and adjusted by the National Geodetic Survey in June 1991..
 GD0793
 GD0793.The geoid height was determined by GEOID03.
 GD0793
 GD0793.The dynamic height is computed by dividing the NAVD 88
 GD0793.geopotential number by the normal gravity value computed on the
 GD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0793.degrees latitude (g = 980.6199 gals.).
 GD0793
 GD0793.The modeled gravity was interpolated from observed gravity values.
 GD0793
 GD0793;                    North         East    Units  Estimated Accuracy
 GD0793;SPC TN       -   211,610.      329,330.      MT  (+/- 180 meters Scaled)
 GD0793
 GD0793                          SUPERSEDED SURVEY CONTROL
 GD0793
 GD0793  NGVD 29 (??/??/??)   93.707  (m)          307.44   (f) ADJUSTED    2 0
 GD0793
 GD0793.Superseded values are not recommended for survey control.
 GD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0793.See file dsdata.txt to determine how the superseded data were derived.
 GD0793
 GD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF192083(NAD 83)
 GD0793_MARKER: DB = BENCH MARK DISK
 GD0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0793_STAMPING: A 59 1935
 GD0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0793+STABILITY: SURFACE MOTION
 GD0793
 GD0793  HISTORY     - Date     Condition        Report By
 GD0793  HISTORY     - 1935     MONUMENTED       CGS
 GD0793  HISTORY     - 1967     GOOD             CGS
 GD0793  HISTORY     - 20020729 POOR             USACE
 GD0793
 GD0793                          STATION DESCRIPTION
 GD0793
 GD0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0793'AT KENTON.
 GD0793'THE MARK IS 71 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF
 GD0793'THE MOBILE AND OHIO RAILROAD TRACK AT A POINT 15 1/2 RAILS NORTH
 GD0793'OF MILEPOST 431, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD0793'EAST CHURCH STREET, AND 0.6 OF A FOOT NORTH OF A METAL WITNESS
 GD0793'POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GD0793'TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 GD0793'INCHES AND THE DISK IS STAMPED A 59 1935.  NOTE-- THE MOBILE
 GD0793'AND OHIO RAILROAD STATION MENTIONED IN THE ORIGINAL DESCRIPTION
 GD0793'FOR THIS MARK, WAS TORN COMPLETELY DOWN BY A TRAIN WRECK IN THE
 GD0793'SUMMER OF 1967.
 GD0793
 GD0793                          STATION RECOVERY (2002)
 GD0793
 GD0793'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0793'A LARGE DRYER FOR A GRAIN BIN SETS AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0557 ***********************************************************************
 GA0557  DESIGNATION -  A 59
 GA0557  PID         -  GA0557
 GA0557  STATE/COUNTY-  TN/WASHINGTON
 GA0557  USGS QUAD   -  JONESBOROUGH (1968)
 GA0557
 GA0557                         *CURRENT SURVEY CONTROL
 GA0557  ___________________________________________________________________
 GA0557* NAD 83(1986)-  36 17 39.     (N)    082 28 23.     (W)     SCALED    
 GA0557* NAVD 88     -       515.611  (meters)    1691.63   (feet)  ADJUSTED  
 GA0557  ___________________________________________________________________
 GA0557  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0557  DYNAMIC HT  -         515.119 (meters)    1690.02  (feet)  COMP
 GA0557  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 GA0557
 GA0557  VERT ORDER  -  SECOND    CLASS 0
 GA0557
 GA0557.The horizontal coordinates were scaled from a topographic map and have
 GA0557.an estimated accuracy of +/- 6 seconds.
 GA0557
 GA0557.The orthometric height was determined by differential leveling
 GA0557.and adjusted by the National Geodetic Survey in June 1991..
 GA0557
 GA0557.The geoid height was determined by GEOID03.
 GA0557
 GA0557.The dynamic height is computed by dividing the NAVD 88
 GA0557.geopotential number by the normal gravity value computed on the
 GA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0557.degrees latitude (g = 980.6199 gals.).
 GA0557
 GA0557.The modeled gravity was interpolated from observed gravity values.
 GA0557
 GA0557;                    North         East    Units  Estimated Accuracy
 GA0557;SPC TN       -   223,260.      916,740.      MT  (+/- 180 meters Scaled)
 GA0557
 GA0557                          SUPERSEDED SURVEY CONTROL
 GA0557
 GA0557  NGVD 29 (??/??/92)  515.745  (m)         1692.07   (f) ADJ UNCH    2 0
 GA0557
 GA0557.Superseded values are not recommended for survey control.
 GA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0557.See file dsdata.txt to determine how the superseded data were derived.
 GA0557
 GA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677175(NAD 83)
 GA0557_MARKER: DB = BENCH MARK DISK
 GA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0557_STAMPING: A 59 1934
 GA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0557+STABILITY: SURFACE MOTION
 GA0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0557+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 GA0557
 GA0557  HISTORY     - Date     Condition        Report By
 GA0557  HISTORY     - 1934     MONUMENTED       CGS
 GA0557  HISTORY     - 1935     GOOD             NGS
 GA0557  HISTORY     - 1979     GOOD             TVA
 GA0557  HISTORY     - 20010331 GOOD             NGS
 GA0557  HISTORY     - 20060515 GOOD             INDIV
 GA0557
 GA0557                          STATION DESCRIPTION
 GA0557
 GA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0557'AT JONESBORO.
 GA0557'AT JONESBORO, WASHINGTON COUNTY, IN THE NORTHEAST CORNER OF
 GA0557'THE COURTHOUSE YARD, 18 FEET SOUTH AND 4 FEET WEST OF THE WALK.
 GA0557'A STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A
 GA0557'CONCRETE POST.
 GA0557
 GA0557                          STATION RECOVERY (1935)
 GA0557
 GA0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0557'RECOVERED IN GOOD CONDITION.
 GA0557
 GA0557                          STATION RECOVERY (1979)
 GA0557
 GA0557'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0557'RECOVERED IN GOOD CONDITION.
 GA0557
 GA0557                          STATION RECOVERY (2001)
 GA0557
 GA0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GA0557
 GA0557                          STATION RECOVERY (2006)
 GA0557
 GA0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RWS)
 GA0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0001 ***********************************************************************
 FD0001  DESIGNATION -  A 6
 FD0001  PID         -  FD0001
 FD0001  STATE/COUNTY-  TN/RUTHERFORD
 FD0001  USGS QUAD   -  MURFREESBORO (1983)
 FD0001
 FD0001                         *CURRENT SURVEY CONTROL
 FD0001  ___________________________________________________________________
 FD0001* NAD 83(1986)-  35 50 33.     (N)    086 23 51.     (W)     SCALED    
 FD0001* NAVD 88     -       178.329  (meters)     585.07   (feet)  ADJUSTED  
 FD0001  ___________________________________________________________________
 FD0001  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0001  DYNAMIC HT  -         178.172 (meters)     584.55  (feet)  COMP
 FD0001  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0001
 FD0001  VERT ORDER  -  FIRST     CLASS II
 FD0001
 FD0001.The horizontal coordinates were scaled from a topographic map and have
 FD0001.an estimated accuracy of +/- 6 seconds.
 FD0001
 FD0001.The orthometric height was determined by differential leveling
 FD0001.and adjusted by the National Geodetic Survey in June 1991..
 FD0001
 FD0001.The geoid height was determined by GEOID03.
 FD0001
 FD0001.The dynamic height is computed by dividing the NAVD 88
 FD0001.geopotential number by the normal gravity value computed on the
 FD0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0001.degrees latitude (g = 980.6199 gals.).
 FD0001
 FD0001.The modeled gravity was interpolated from observed gravity values.
 FD0001
 FD0001;                    North         East    Units  Estimated Accuracy
 FD0001;SPC TN       -   167,510.      564,090.      MT  (+/- 180 meters Scaled)
 FD0001
 FD0001                          SUPERSEDED SURVEY CONTROL
 FD0001
 FD0001  NGVD 29 (??/??/92)  178.341  (m)          585.11   (f) ADJ UNCH    1 2
 FD0001
 FD0001.Superseded values are not recommended for survey control.
 FD0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0001.See file dsdata.txt to determine how the superseded data were derived.
 FD0001
 FD0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE544666(NAD 83)
 FD0001_MARKER: DB = BENCH MARK DISK
 FD0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0001_SP_SET: ABUTMENT
 FD0001_STAMPING: A 6 1930 585.488
 FD0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0001
 FD0001  HISTORY     - Date     Condition        Report By
 FD0001  HISTORY     - 1930     MONUMENTED       CGS
 FD0001  HISTORY     - 1949     GOOD             NGS
 FD0001
 FD0001                          STATION DESCRIPTION
 FD0001
 FD0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0001'AT MURFREESBORO.
 FD0001'AT MURFREESBORO, ABOUT 0.4 MILE SOUTHEAST ALONG THE NASHVILLE,
 FD0001'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, ABOUT 0.2
 FD0001'MILE SOUTHEAST OF FRANKLIN PIKE OVERPASS OVER TRACKS, SET IN
 FD0001'THE TOP OF THE EAST WING WALL OF THE SOUTHEAST ABUTMENT OF
 FD0001'RAILWAY BRIDGE OVER LYTLE CREEK, 4.8 FEET NORTHEAST OF THE
 FD0001'NORTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0736 ***********************************************************************
 GD0736  DESIGNATION -  A 60
 GD0736  PID         -  GD0736
 GD0736  STATE/COUNTY-  TN/LAKE
 GD0736  USGS QUAD   -  TIPTONVILLE (1981)
 GD0736
 GD0736                         *CURRENT SURVEY CONTROL
 GD0736  ___________________________________________________________________
 GD0736* NAD 83(1986)-  36 26 47.     (N)    089 24 37.     (W)     SCALED    
 GD0736* NAVD 88     -        87.782  (meters)     288.00   (feet)  ADJUSTED  
 GD0736  ___________________________________________________________________
 GD0736  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0736  DYNAMIC HT  -          87.712 (meters)     287.77  (feet)  COMP
 GD0736  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GD0736
 GD0736  VERT ORDER  -  SECOND    CLASS 0
 GD0736
 GD0736.The horizontal coordinates were scaled from a topographic map and have
 GD0736.an estimated accuracy of +/- 6 seconds.
 GD0736
 GD0736.The orthometric height was determined by differential leveling
 GD0736.and adjusted by the National Geodetic Survey in June 1991..
 GD0736
 GD0736.The geoid height was determined by GEOID03.
 GD0736
 GD0736.The dynamic height is computed by dividing the NAVD 88
 GD0736.geopotential number by the normal gravity value computed on the
 GD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0736.degrees latitude (g = 980.6199 gals.).
 GD0736
 GD0736.The modeled gravity was interpolated from observed gravity values.
 GD0736
 GD0736;                    North         East    Units  Estimated Accuracy
 GD0736;SPC TN       -   239,770.      294,320.      MT  (+/- 180 meters Scaled)
 GD0736
 GD0736                          SUPERSEDED SURVEY CONTROL
 GD0736
 GD0736  NGVD 29 (??/??/??)   87.844  (m)          288.20   (f) ADJUSTED    2 0
 GD0736
 GD0736.Superseded values are not recommended for survey control.
 GD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0736.See file dsdata.txt to determine how the superseded data were derived.
 GD0736
 GD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF839361(NAD 83)
 GD0736_MARKER: DB = BENCH MARK DISK
 GD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0736_STAMPING: A 60 1935
 GD0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0736+STABILITY: SURFACE MOTION
 GD0736
 GD0736  HISTORY     - Date     Condition        Report By
 GD0736  HISTORY     - 1935     MONUMENTED       CGS
 GD0736  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0736
 GD0736                          STATION DESCRIPTION
 GD0736
 GD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0736'0.9 MI S FROM NEW MARKHAM.
 GD0736'0.9 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0736'STATION AT NEW MARKHAM, LAKE COUNTY, 200 YARDS SOUTH OF A BRIDGE,
 GD0736'16 YARDS WEST OF THE CENTERLINE OF THE TRACK, 7 YARDS SOUTH OF
 GD0736'THE SOUTH EDGE OF A HOUSE, AND 1 YARD SOUTH OF A CORNER FENCE
 GD0736'POST.  A STANDARD DISK, STAMPED A 60 1935 AND SET IN THE TOP OF
 GD0736'A CONCRETE POST.
 GD0736
 GD0736                          STATION RECOVERY (2002)
 GD0736
 GD0736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0736'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1722 ***********************************************************************
 FE1722  DESIGNATION -  A 60 1 40
 FE1722  PID         -  FE1722
 FE1722  STATE/COUNTY-  TN/TIPTON
 FE1722  USGS QUAD   -  GIFT (1983)
 FE1722
 FE1722                         *CURRENT SURVEY CONTROL
 FE1722  ___________________________________________________________________
 FE1722* NAD 83(1986)-  35 37 26.     (N)    089 36 27.     (W)     SCALED    
 FE1722* NAVD 88     -        82.649  (meters)     271.16   (feet)  ADJUSTED  
 FE1722  ___________________________________________________________________
 FE1722  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1722  DYNAMIC HT  -          82.580 (meters)     270.93  (feet)  COMP
 FE1722  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1722
 FE1722  VERT ORDER  -  SECOND    CLASS 0
 FE1722
 FE1722.The horizontal coordinates were scaled from a topographic map and have
 FE1722.an estimated accuracy of +/- 6 seconds.
 FE1722
 FE1722.The orthometric height was determined by differential leveling
 FE1722.and adjusted by the National Geodetic Survey in June 1991..
 FE1722
 FE1722.The geoid height was determined by GEOID03.
 FE1722
 FE1722.The dynamic height is computed by dividing the NAVD 88
 FE1722.geopotential number by the normal gravity value computed on the
 FE1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1722.degrees latitude (g = 980.6199 gals.).
 FE1722
 FE1722.The modeled gravity was interpolated from observed gravity values.
 FE1722
 FE1722;                    North         East    Units  Estimated Accuracy
 FE1722;SPC TN       -   149,210.      273,290.      MT  (+/- 180 meters Scaled)
 FE1722
 FE1722                          SUPERSEDED SURVEY CONTROL
 FE1722
 FE1722  NGVD 29 (??/??/??)   82.701  (m)          271.33   (f) ADJUSTED    2 0
 FE1722
 FE1722.Superseded values are not recommended for survey control.
 FE1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1722.See file dsdata.txt to determine how the superseded data were derived.
 FE1722
 FE1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE638453(NAD 83)
 FE1722_MARKER: DD = SURVEY DISK
 FE1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1722_STAMPING: A 60 1 40 1935
 FE1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1722+STABILITY: SURFACE MOTION
 FE1722
 FE1722  HISTORY     - Date     Condition        Report By
 FE1722  HISTORY     - 1935     MONUMENTED       DOD
 FE1722  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1722  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 FE1722
 FE1722                          STATION DESCRIPTION
 FE1722
 FE1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1722'AT RIALTO.
 FE1722'AT RIALTO, TIPTON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 2
 FE1722'RAILS NORTH OF A ROAD CROSSING, 400 FEET SOUTH OF THE WATER TANK,
 FE1722'30 FEET WEST OF THE WEST RAIL, 12 FEET EAST OF A NORTH-AND-SOUTH
 FE1722'STREET, AND 5 FEET NORTH OF A POLE.  A CORPS OF ENGINEERS, U.S.
 FE1722'ARMY, STANDARD DISK, STAMPED A 60 1 40 1935 AND SET IN THE TOP OF
 FE1722'A CONCRETE POST.
 FE1722
 FE1722                          STATION RECOVERY (1987)
 FE1722
 FE1722'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1724 ***********************************************************************
 FE1724  DESIGNATION -  A 60 1 40 BOLT
 FE1724  PID         -  FE1724
 FE1724  STATE/COUNTY-  TN/TIPTON
 FE1724  USGS QUAD   -  GIFT (1983)
 FE1724
 FE1724                         *CURRENT SURVEY CONTROL
 FE1724  ___________________________________________________________________
 FE1724* NAD 83(1986)-  35 37 25.     (N)    089 36 26.     (W)     SCALED    
 FE1724* NAVD 88     -        81.347  (meters)     266.89   (feet)  ADJUSTED  
 FE1724  ___________________________________________________________________
 FE1724  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1724  DYNAMIC HT  -          81.279 (meters)     266.66  (feet)  COMP
 FE1724  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1724
 FE1724  VERT ORDER  -  FIRST     CLASS I
 FE1724
 FE1724.The horizontal coordinates were scaled from a topographic map and have
 FE1724.an estimated accuracy of +/- 6 seconds.
 FE1724
 FE1724.The orthometric height was determined by differential leveling
 FE1724.and adjusted by the National Geodetic Survey in June 1991..
 FE1724.WARNING-Repeat measurements at this control monument indicate possible
 FE1724.vertical movement.
 FE1724
 FE1724.The geoid height was determined by GEOID03.
 FE1724
 FE1724.The dynamic height is computed by dividing the NAVD 88
 FE1724.geopotential number by the normal gravity value computed on the
 FE1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1724.degrees latitude (g = 980.6199 gals.).
 FE1724
 FE1724.The modeled gravity was interpolated from observed gravity values.
 FE1724
 FE1724;                    North         East    Units  Estimated Accuracy
 FE1724;SPC TN       -   149,180.      273,310.      MT  (+/- 180 meters Scaled)
 FE1724
 FE1724                          SUPERSEDED SURVEY CONTROL
 FE1724
 FE1724  NGVD 29 (??/??/??)   81.312  (m)          266.77   (f) ADJUSTED    1 1
 FE1724
 FE1724.Superseded values are not recommended for survey control.
 FE1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1724.See file dsdata.txt to determine how the superseded data were derived.
 FE1724
 FE1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE638453(NAD 83)
 FE1724_MARKER: B = BOLT
 FE1724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1724_STAMPING: BARNS A 60-1-40
 FE1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1724
 FE1724  HISTORY     - Date     Condition        Report By
 FE1724  HISTORY     - UNK      MONUMENTED       DOD
 FE1724  HISTORY     - 1974     GOOD             NGS
 FE1724
 FE1724                          STATION DESCRIPTION
 FE1724
 FE1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1724'4.6 MI NE FROM COVINGTON.
 FE1724'ABOUT 4.65 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1724'STATION AT COVINGTON, 0.4 MILE NORTH-NORTHEAST OF MILEPOST 348,
 FE1724'ALSO, 0.1 MILE EAST OF THE RIALTO BAPTIST CHURCH, 24 FEET
 FE1724'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 71 FEET NORTH-NORTHEAST
 FE1724'OF THE CENTER OF THE CROSSING WITH AN ASPHALT ROAD, 66 FEET
 FE1724'NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF
 FE1724'THE EAST CORNER OF A STORE BUILDING, 6.3 FEET NORTHEAST
 FE1724'OF A TELEPHONE POLE, 0.7 FOOT SOUTH-SOUTHWEST OF THE WEST CORNER
 FE1724'OF A SMALL CONCRETE CONTROL BUILDING, A COPPER BOLT ACCESS TO
 FE1724'WHICH IS HAD THROUGH A 3 1/2 INCH IRON PIPE WHICH PROJECTS 15
 FE1724'INCHES ABOVE GROUND, 2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1723 ***********************************************************************
 FE1723  DESIGNATION -  A 60 1 40 CAP
 FE1723  PID         -  FE1723
 FE1723  STATE/COUNTY-  TN/TIPTON
 FE1723  USGS QUAD   -  GIFT (1983)
 FE1723
 FE1723                         *CURRENT SURVEY CONTROL
 FE1723  ___________________________________________________________________
 FE1723* NAD 83(1986)-  35 37 25.     (N)    089 36 26.     (W)     SCALED    
 FE1723* NAVD 88     -        82.576  (meters)     270.92   (feet)  ADJUSTED  
 FE1723  ___________________________________________________________________
 FE1723  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1723  DYNAMIC HT  -          82.507 (meters)     270.69  (feet)  COMP
 FE1723  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1723
 FE1723  VERT ORDER  -  FIRST     CLASS I
 FE1723
 FE1723.The horizontal coordinates were scaled from a topographic map and have
 FE1723.an estimated accuracy of +/- 6 seconds.
 FE1723
 FE1723.The orthometric height was determined by differential leveling
 FE1723.and adjusted by the National Geodetic Survey in June 1991..
 FE1723.WARNING-Repeat measurements at this control monument indicate possible
 FE1723.vertical movement.
 FE1723
 FE1723.The geoid height was determined by GEOID03.
 FE1723
 FE1723.The dynamic height is computed by dividing the NAVD 88
 FE1723.geopotential number by the normal gravity value computed on the
 FE1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1723.degrees latitude (g = 980.6199 gals.).
 FE1723
 FE1723.The modeled gravity was interpolated from observed gravity values.
 FE1723
 FE1723;                    North         East    Units  Estimated Accuracy
 FE1723;SPC TN       -   149,180.      273,310.      MT  (+/- 180 meters Scaled)
 FE1723
 FE1723                          SUPERSEDED SURVEY CONTROL
 FE1723
 FE1723  NGVD 29 (??/??/??)   82.534  (m)          270.78   (f) ADJUSTED    1 1
 FE1723
 FE1723.Superseded values are not recommended for survey control.
 FE1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1723.See file dsdata.txt to determine how the superseded data were derived.
 FE1723
 FE1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE638453(NAD 83)
 FE1723_MARKER: P = PIPE CAP
 FE1723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1723_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1723_STAMPING: BARNS A 60-1-40
 FE1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1723
 FE1723  HISTORY     - Date     Condition        Report By
 FE1723  HISTORY     - UNK      MONUMENTED       DOD
 FE1723  HISTORY     - 1974     GOOD             NGS
 FE1723  HISTORY     - 1987     POOR             USPSQD
 FE1723
 FE1723                          STATION DESCRIPTION
 FE1723
 FE1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1723'4.6 MI NE FROM COVINGTON.
 FE1723'ABOUT 4.65 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1723'THE STATION AT COVINGTON, 0.4 MILE NORTH-NORTHEAST OF MILEPOST
 FE1723'348, ALSO, 0.1 MILE EAST OF THE RIALTO BAPTIST CHURCH, 24 FEET
 FE1723'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 71 FEET NORTH-NORTHEAST
 FE1723'OF THE CENTER OF THE CROSSING WITH AN ASPHALT ROAD, 66 FEET
 FE1723'NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF THE
 FE1723'EAST CORNER OF A STORE BUILDING, 6.3 FEET NORTHEAST OF A
 FE1723'TELEPHONE POLE, 0.7 FOOT SOUTH-SOUTHWEST OF THE WEST CORNER OF
 FE1723'A SMALL CONCRETE CONTROL BUILDING, A 3 1/2 INCH IRON PIPE WHICH
 FE1723'PROJECTS 15 INCHES ABOVE GROUND, 2 FEET ABOVE TRACK.
 FE1723
 FE1723                          STATION RECOVERY (1987)
 FE1723
 FE1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1723'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1637 ***********************************************************************
 FE1637  DESIGNATION -  A 61 35 3 BOLT
 FE1637  PID         -  FE1637
 FE1637  STATE/COUNTY-  TN/LAUDERDALE
 FE1637  USGS QUAD   -  GOLDDUST (1983)
 FE1637
 FE1637                         *CURRENT SURVEY CONTROL
 FE1637  ___________________________________________________________________
 FE1637* NAD 83(1986)-  35 37 40.     (N)    089 49 20.     (W)     SCALED    
 FE1637* NAVD 88     -        84.323  (meters)     276.65   (feet)  ADJUSTED  
 FE1637  ___________________________________________________________________
 FE1637  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1637  DYNAMIC HT  -          84.252 (meters)     276.42  (feet)  COMP
 FE1637  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FE1637
 FE1637  VERT ORDER  -  FIRST     CLASS II
 FE1637
 FE1637.The horizontal coordinates were scaled from a topographic map and have
 FE1637.an estimated accuracy of +/- 6 seconds.
 FE1637
 FE1637.The orthometric height was determined by differential leveling
 FE1637.and adjusted by the National Geodetic Survey in June 1991..
 FE1637
 FE1637.The geoid height was determined by GEOID03.
 FE1637
 FE1637.The dynamic height is computed by dividing the NAVD 88
 FE1637.geopotential number by the normal gravity value computed on the
 FE1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1637.degrees latitude (g = 980.6199 gals.).
 FE1637
 FE1637.The modeled gravity was interpolated from observed gravity values.
 FE1637
 FE1637;                    North         East    Units  Estimated Accuracy
 FE1637;SPC TN       -   150,380.      253,870.      MT  (+/- 180 meters Scaled)
 FE1637
 FE1637                          SUPERSEDED SURVEY CONTROL
 FE1637
 FE1637  NGVD 29 (??/??/??)   84.290  (m)          276.54   (f) ADJUSTED    1 2
 FE1637
 FE1637.Superseded values are not recommended for survey control.
 FE1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1637.See file dsdata.txt to determine how the superseded data were derived.
 FE1637
 FE1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE444463(NAD 83)
 FE1637_MARKER: B = BOLT
 FE1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1637_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1637_STAMPING: A 61-35-3 RESET 1952
 FE1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1637
 FE1637  HISTORY     - Date     Condition        Report By
 FE1637  HISTORY     - 1952     MONUMENTED       DOD
 FE1637  HISTORY     - 1957     GOOD             CGS
 FE1637  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 FE1637
 FE1637                          STATION DESCRIPTION
 FE1637
 FE1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1637'4 MI NE FROM FULTON.
 FE1637'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1637'AT FULTON, 30 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 FE1637'HIGHWAY, 79 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FE1637'HIGHWAY AND A FARM ROAD LEADING SOUTHEAST, 36 FEET WEST-SOUTHWEST
 FE1637'OF POWER LINE POLE NO. 80C/304309, 28 FEET WEST-NORTHWEST OF THE
 FE1637'WEST CORNER OF A METAL COVERED REPAIR SHOP, 2 3/4 FEET SOUTHWEST
 FE1637'OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 7 FEET
 FE1637'ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT DIRECTLY UNDER A
 FE1637'US ENGINEERS PIPE AND CAP WHICH PROJECTS 12 INCHES ABOVE THE
 FE1637'GROUND.
 FE1637
 FE1637                          STATION RECOVERY (1974)
 FE1637
 FE1637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1636 ***********************************************************************
 FE1636  DESIGNATION -  A 61 35 3 CAP
 FE1636  PID         -  FE1636
 FE1636  STATE/COUNTY-  TN/LAUDERDALE
 FE1636  USGS QUAD   -  GOLDDUST (1983)
 FE1636
 FE1636                         *CURRENT SURVEY CONTROL
 FE1636  ___________________________________________________________________
 FE1636* NAD 83(1986)-  35 37 40.     (N)    089 49 20.     (W)     SCALED    
 FE1636* NAVD 88     -        85.523  (meters)     280.59   (feet)  ADJUSTED  
 FE1636  ___________________________________________________________________
 FE1636  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1636  DYNAMIC HT  -          85.450 (meters)     280.35  (feet)  COMP
 FE1636  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FE1636
 FE1636  VERT ORDER  -  FIRST     CLASS II
 FE1636
 FE1636.The horizontal coordinates were scaled from a topographic map and have
 FE1636.an estimated accuracy of +/- 6 seconds.
 FE1636
 FE1636.The orthometric height was determined by differential leveling
 FE1636.and adjusted by the National Geodetic Survey in June 1991..
 FE1636
 FE1636.The geoid height was determined by GEOID03.
 FE1636
 FE1636.The dynamic height is computed by dividing the NAVD 88
 FE1636.geopotential number by the normal gravity value computed on the
 FE1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1636.degrees latitude (g = 980.6199 gals.).
 FE1636
 FE1636.The modeled gravity was interpolated from observed gravity values.
 FE1636
 FE1636;                    North         East    Units  Estimated Accuracy
 FE1636;SPC TN       -   150,380.      253,870.      MT  (+/- 180 meters Scaled)
 FE1636
 FE1636                          SUPERSEDED SURVEY CONTROL
 FE1636
 FE1636  NGVD 29 (??/??/??)   85.489  (m)          280.48   (f) ADJUSTED    1 2
 FE1636
 FE1636.Superseded values are not recommended for survey control.
 FE1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1636.See file dsdata.txt to determine how the superseded data were derived.
 FE1636
 FE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE444463(NAD 83)
 FE1636_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1636_STAMPING: A 61-35-3 RESET 1952
 FE1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1636
 FE1636  HISTORY     - Date     Condition        Report By
 FE1636  HISTORY     - 1952     MONUMENTED       DOD
 FE1636  HISTORY     - 1957     GOOD             CGS
 FE1636  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 FE1636
 FE1636                          STATION DESCRIPTION
 FE1636
 FE1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1636'4 MI NE FROM FULTON.
 FE1636'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1636'AT FULTON, 30 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 FE1636'HIGHWAY, 79 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FE1636'HIGHWAY AND A FARM ROAD LEADING SOUTHEAST, 36 FEET WEST-SOUTHWEST
 FE1636'OF POWER LINE POLE NO. 80C/304309, 28 FEET WEST-NORTHWEST OF THE
 FE1636'WEST CORNER OF A METAL COVERED REPAIR SHOP, 2 3/4 FEET SOUTHWEST
 FE1636'OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 7 FEET
 FE1636'ABOVE THE LEVEL OF THE HIGHWAY, A US ENGINEERS PIPE AND CAP WHICH
 FE1636'PROJECTS 12 INCHES ABOVE THE GROUND.
 FE1636
 FE1636                          STATION RECOVERY (1974)
 FE1636
 FE1636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1643 ***********************************************************************
 FE1643  DESIGNATION -  A 61 35 4 BOLT
 FE1643  PID         -  FE1643
 FE1643  STATE/COUNTY-  TN/LAUDERDALE
 FE1643  USGS QUAD   -  NODENA (1983)
 FE1643
 FE1643                         *CURRENT SURVEY CONTROL
 FE1643  ___________________________________________________________________
 FE1643* NAD 83(1986)-  35 36 48.     (N)    089 53 02.     (W)     SCALED    
 FE1643* NAVD 88     -        76.641  (meters)     251.45   (feet)  ADJUSTED  
 FE1643  ___________________________________________________________________
 FE1643  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1643  DYNAMIC HT  -          76.575 (meters)     251.23  (feet)  COMP
 FE1643  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 FE1643
 FE1643  VERT ORDER  -  FIRST     CLASS II
 FE1643
 FE1643.The horizontal coordinates were scaled from a topographic map and have
 FE1643.an estimated accuracy of +/- 6 seconds.
 FE1643
 FE1643.The orthometric height was determined by differential leveling
 FE1643.and adjusted by the National Geodetic Survey in June 1991..
 FE1643
 FE1643.The geoid height was determined by GEOID03.
 FE1643
 FE1643.The dynamic height is computed by dividing the NAVD 88
 FE1643.geopotential number by the normal gravity value computed on the
 FE1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1643.degrees latitude (g = 980.6199 gals.).
 FE1643
 FE1643.The modeled gravity was interpolated from observed gravity values.
 FE1643
 FE1643;                    North         East    Units  Estimated Accuracy
 FE1643;SPC TN       -   149,000.      248,220.      MT  (+/- 180 meters Scaled)
 FE1643
 FE1643                          SUPERSEDED SURVEY CONTROL
 FE1643
 FE1643  NGVD 29 (??/??/??)   76.609  (m)          251.34   (f) ADJUSTED    1 2
 FE1643
 FE1643.Superseded values are not recommended for survey control.
 FE1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1643.See file dsdata.txt to determine how the superseded data were derived.
 FE1643
 FE1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387448(NAD 83)
 FE1643_MARKER: B = BOLT
 FE1643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1643_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1643_STAMPING: A 61-35-4
 FE1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1643
 FE1643  HISTORY     - Date     Condition        Report By
 FE1643  HISTORY     - UNK      MONUMENTED       DOD
 FE1643  HISTORY     - 1957     GOOD             CGS
 FE1643
 FE1643                          STATION DESCRIPTION
 FE1643
 FE1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1643'AT FULTON.
 FE1643'AT FULTON, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM
 FE1643'THE POST OFFICE AND THE FULTON GROCERY STORE, 179 FEET
 FE1643'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN AN OPEN
 FE1643'PASTURE, 140 FEET WEST-SOUTHWEST OF A 24-INCH HEDGE TREE IN
 FE1643'FENCE LINE AND AT A FENCE CORNER, 65 FEET WEST-SOUTHWEST OF A
 FE1643'SMALL POND, 128 FEET EAST OF A T IN A FENCE LINE, 29 1/2 FEET
 FE1643'SOUTH OF AN EAST-WEST FENCE LINE, 50 FEET NORTHEAST OF A LONE
 FE1643'6-INCH THORN TREE IN PASTURE, 2 FEET BELOW THE LEVEL OF THE
 FE1643'HIGHWAY AND ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 9 INCHES
 FE1643'ABOVE THE GROUND, AND DIRECTLY OVER A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1642 ***********************************************************************
 FE1642  DESIGNATION -  A 61 35 4 CAP
 FE1642  PID         -  FE1642
 FE1642  STATE/COUNTY-  TN/LAUDERDALE
 FE1642  USGS QUAD   -  NODENA (1983)
 FE1642
 FE1642                         *CURRENT SURVEY CONTROL
 FE1642  ___________________________________________________________________
 FE1642* NAD 83(1986)-  35 36 48.     (N)    089 53 02.     (W)     SCALED    
 FE1642* NAVD 88     -        77.848  (meters)     255.41   (feet)  ADJUSTED  
 FE1642  ___________________________________________________________________
 FE1642  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1642  DYNAMIC HT  -          77.782 (meters)     255.19  (feet)  COMP
 FE1642  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 FE1642
 FE1642  VERT ORDER  -  FIRST     CLASS II
 FE1642
 FE1642.The horizontal coordinates were scaled from a topographic map and have
 FE1642.an estimated accuracy of +/- 6 seconds.
 FE1642
 FE1642.The orthometric height was determined by differential leveling
 FE1642.and adjusted by the National Geodetic Survey in June 1991..
 FE1642
 FE1642.The geoid height was determined by GEOID03.
 FE1642
 FE1642.The dynamic height is computed by dividing the NAVD 88
 FE1642.geopotential number by the normal gravity value computed on the
 FE1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1642.degrees latitude (g = 980.6199 gals.).
 FE1642
 FE1642.The modeled gravity was interpolated from observed gravity values.
 FE1642
 FE1642;                    North         East    Units  Estimated Accuracy
 FE1642;SPC TN       -   149,000.      248,220.      MT  (+/- 180 meters Scaled)
 FE1642
 FE1642                          SUPERSEDED SURVEY CONTROL
 FE1642
 FE1642  NGVD 29 (??/??/??)   77.820  (m)          255.31   (f) ADJUSTED    1 2
 FE1642
 FE1642.Superseded values are not recommended for survey control.
 FE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1642.See file dsdata.txt to determine how the superseded data were derived.
 FE1642
 FE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387448(NAD 83)
 FE1642_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1642_STAMPING: A 61-35-4
 FE1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1642
 FE1642  HISTORY     - Date     Condition        Report By
 FE1642  HISTORY     - UNK      MONUMENTED       DOD
 FE1642  HISTORY     - 1957     GOOD             CGS
 FE1642
 FE1642                          STATION DESCRIPTION
 FE1642
 FE1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1642'AT FULTON.
 FE1642'AT FULTON, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM
 FE1642'THE POST OFFICE AND THE FULTON GROCERY STORE, 179 FEET
 FE1642'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN AN OPEN
 FE1642'PASTURE, 140 FEET WEST-SOUTHWEST OF A 24-INCH HEDGE TREE IN FENCE
 FE1642'LINE AND AT A FENCE CORNER, 65 FEET WEST-SOUTHWEST OF A SMALL
 FE1642'POND, 128 FEET EAST OF A T IN A FENCE LINE, 29 1/2 FEET SOUTH
 FE1642'OF AN EAST-WEST FENCE LINE, 50 FEET NORTHEAST OF A LONE 6-INCH
 FE1642'THORN TREE IN PASTURE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 FE1642'ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 9 INCHES ABOVE THE
 FE1642'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1666 ***********************************************************************
 FE1666  DESIGNATION -  A 61 46 1 BOLT
 FE1666  PID         -  FE1666
 FE1666  STATE/COUNTY-  TN/TIPTON
 FE1666  USGS QUAD   -  NODENA (1983)
 FE1666
 FE1666                         *CURRENT SURVEY CONTROL
 FE1666  ___________________________________________________________________
 FE1666* NAD 83(1986)-  35 31 01.     (N)    089 53 20.     (W)     SCALED    
 FE1666* NAVD 88     -        97.405  (meters)     319.57   (feet)  ADJUSTED  
 FE1666  ___________________________________________________________________
 FE1666  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1666  DYNAMIC HT  -          97.321 (meters)     319.29  (feet)  COMP
 FE1666  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FE1666
 FE1666  VERT ORDER  -  FIRST     CLASS II
 FE1666
 FE1666.The horizontal coordinates were scaled from a topographic map and have
 FE1666.an estimated accuracy of +/- 6 seconds.
 FE1666
 FE1666.The orthometric height was determined by differential leveling
 FE1666.and adjusted by the National Geodetic Survey in June 1991..
 FE1666
 FE1666.The geoid height was determined by GEOID03.
 FE1666
 FE1666.The dynamic height is computed by dividing the NAVD 88
 FE1666.geopotential number by the normal gravity value computed on the
 FE1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1666.degrees latitude (g = 980.6199 gals.).
 FE1666
 FE1666.The modeled gravity was interpolated from observed gravity values.
 FE1666
 FE1666;                    North         East    Units  Estimated Accuracy
 FE1666;SPC TN       -   138,330.      247,340.      MT  (+/- 180 meters Scaled)
 FE1666
 FE1666                          SUPERSEDED SURVEY CONTROL
 FE1666
 FE1666  NGVD 29 (??/??/??)   97.378  (m)          319.48   (f) ADJUSTED    1 2
 FE1666
 FE1666.Superseded values are not recommended for survey control.
 FE1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1666.See file dsdata.txt to determine how the superseded data were derived.
 FE1666
 FE1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380342(NAD 83)
 FE1666_MARKER: B = BOLT
 FE1666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1666_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1666_STAMPING: PORTER A 61-46-1
 FE1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1666
 FE1666  HISTORY     - Date     Condition        Report By
 FE1666  HISTORY     - UNK      MONUMENTED       DOD
 FE1666  HISTORY     - 1957     GOOD             CGS
 FE1666
 FE1666                          STATION DESCRIPTION
 FE1666
 FE1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1666'AT RANDOLPH.
 FE1666'AT RANDOLPH, 37 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL
 FE1666'ROAD LEADING NORTHEAST, 134 FEET SOUTHEAST AND ACROSS THE ROAD
 FE1666'LEADING NORTHEAST FROM THE SOUTHEAST CORNER OF THE RANDOLPH
 FE1666'METHODIST CHURCH, 99 FEET NORTHEAST OF THE CENTER OF THE T
 FE1666'JUNCTION FORMED BY THE GRAVEL ROAD LEADING NORTHEAST AND A TAR
 FE1666'ROAD LEADING SOUTHEAST AND NORTHWEST, 89 FEET NORTHEAST OF THE
 FE1666'CENTER LINE OF THE TAR ROAD, 11 FEET NORTHWEST OF POWER LINE
 FE1666'POLE NO. 85, 3 1/2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD, A
 FE1666'COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS 8
 FE1666'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1665 ***********************************************************************
 FE1665  DESIGNATION -  A 61 46 1 CAP
 FE1665  PID         -  FE1665
 FE1665  STATE/COUNTY-  TN/TIPTON
 FE1665  USGS QUAD   -  NODENA (1983)
 FE1665
 FE1665                         *CURRENT SURVEY CONTROL
 FE1665  ___________________________________________________________________
 FE1665* NAD 83(1986)-  35 31 01.     (N)    089 53 20.     (W)     SCALED    
 FE1665* NAVD 88     -        98.605  (meters)     323.51   (feet)  ADJUSTED  
 FE1665  ___________________________________________________________________
 FE1665  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1665  DYNAMIC HT  -          98.519 (meters)     323.22  (feet)  COMP
 FE1665  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FE1665
 FE1665  VERT ORDER  -  FIRST     CLASS II
 FE1665
 FE1665.The horizontal coordinates were scaled from a topographic map and have
 FE1665.an estimated accuracy of +/- 6 seconds.
 FE1665
 FE1665.The orthometric height was determined by differential leveling
 FE1665.and adjusted by the National Geodetic Survey in June 1991..
 FE1665
 FE1665.The geoid height was determined by GEOID03.
 FE1665
 FE1665.The dynamic height is computed by dividing the NAVD 88
 FE1665.geopotential number by the normal gravity value computed on the
 FE1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1665.degrees latitude (g = 980.6199 gals.).
 FE1665
 FE1665.The modeled gravity was interpolated from observed gravity values.
 FE1665
 FE1665;                    North         East    Units  Estimated Accuracy
 FE1665;SPC TN       -   138,330.      247,340.      MT  (+/- 180 meters Scaled)
 FE1665
 FE1665                          SUPERSEDED SURVEY CONTROL
 FE1665
 FE1665  NGVD 29 (??/??/??)   98.595  (m)          323.47   (f) ADJUSTED    1 2
 FE1665
 FE1665.Superseded values are not recommended for survey control.
 FE1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1665.See file dsdata.txt to determine how the superseded data were derived.
 FE1665
 FE1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380342(NAD 83)
 FE1665_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1665_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1665_STAMPING: PORTER A 61-46-1
 FE1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1665
 FE1665  HISTORY     - Date     Condition        Report By
 FE1665  HISTORY     - UNK      MONUMENTED       DOD
 FE1665  HISTORY     - 1957     GOOD             CGS
 FE1665  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1665
 FE1665                          STATION DESCRIPTION
 FE1665
 FE1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1665'AT RANDOLPH.
 FE1665'AT RANDOLPH, 37 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL
 FE1665'ROAD LEADING NORTHEAST, 134 FEET SOUTHEAST AND ACROSS THE ROAD
 FE1665'LEADING NORTHEAST FROM THE SOUTHEAST CORNER OF THE RANDOLPH
 FE1665'METHODIST CHURCH, 99 FEET NORTHEAST OF THE CENTER OF THE T
 FE1665'JUNCTION FORMED BY THE GRAVEL ROAD LEADING NORTHEAST OF THE
 FE1665'CENTER LINE OF THE TAR ROAD, 11 FEET NORTHWEST OF POWER LINE
 FE1665'POLE NO. 85, 3 1/2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD, A USE
 FE1665'PIPE AND CAP WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 FE1665
 FE1665                          STATION RECOVERY (2002)
 FE1665
 FE1665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1680 ***********************************************************************
 FE1680  DESIGNATION -  A 61 46 2 BOLT
 FE1680  PID         -  FE1680
 FE1680  STATE/COUNTY-  TN/TIPTON
 FE1680  USGS QUAD   -  NODENA (1983)
 FE1680
 FE1680                         *CURRENT SURVEY CONTROL
 FE1680  ___________________________________________________________________
 FE1680* NAD 83(1986)-  35 30 27.     (N)    089 55 53.     (W)     SCALED    
 FE1680* NAVD 88     -        75.171  (meters)     246.62   (feet)  ADJUSTED  
 FE1680  ___________________________________________________________________
 FE1680  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1680  DYNAMIC HT  -          75.106 (meters)     246.41  (feet)  COMP
 FE1680  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 FE1680
 FE1680  VERT ORDER  -  FIRST     CLASS II
 FE1680
 FE1680.The horizontal coordinates were scaled from a topographic map and have
 FE1680.an estimated accuracy of +/- 6 seconds.
 FE1680
 FE1680.The orthometric height was determined by differential leveling
 FE1680.and adjusted by the National Geodetic Survey in June 1991..
 FE1680
 FE1680.The geoid height was determined by GEOID03.
 FE1680
 FE1680.The dynamic height is computed by dividing the NAVD 88
 FE1680.geopotential number by the normal gravity value computed on the
 FE1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1680.degrees latitude (g = 980.6199 gals.).
 FE1680
 FE1680.The modeled gravity was interpolated from observed gravity values.
 FE1680
 FE1680;                    North         East    Units  Estimated Accuracy
 FE1680;SPC TN       -   137,440.      243,450.      MT  (+/- 180 meters Scaled)
 FE1680
 FE1680                          SUPERSEDED SURVEY CONTROL
 FE1680
 FE1680  NGVD 29 (??/??/??)   75.142  (m)          246.53   (f) ADJUSTED    1 2
 FE1680
 FE1680.Superseded values are not recommended for survey control.
 FE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1680.See file dsdata.txt to determine how the superseded data were derived.
 FE1680
 FE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE341332(NAD 83)
 FE1680_MARKER: B = BOLT
 FE1680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1680_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1680_STAMPING: BARNS A 61-46-2
 FE1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1680
 FE1680  HISTORY     - Date     Condition        Report By
 FE1680  HISTORY     - UNK      MONUMENTED       DOD
 FE1680  HISTORY     - 1957     GOOD             CGS
 FE1680  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1680
 FE1680                          STATION DESCRIPTION
 FE1680
 FE1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1680'4.3 MI SW FROM RANDOLPH.
 FE1680'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1680'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1680'ROAD, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 59, ABOUT 0.2
 FE1680'MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 FE1680'0.4 MILE SOUTH OF THE END OF STATE HIGHWAY 59 AND RICHARDSONS
 FE1680'LANDING, AT THE OUTSIDE OF A LONG CURVE, 130 FEET WEST OF THE
 FE1680'CENTER LINE OF THE HIGHWAY 72 FEET NORTHWEST OF A POWER LINE
 FE1680'POLE, 59 FEET NORTH OF A FENCE ALONG THE SOUTH SIDE OF A GARDEN,
 FE1680'23 FEET EAST OF THE FENCE ALONG THE WEST SIDE OF A GARDEN AND IN
 FE1680'THE GARDEN, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, A COPPER
 FE1680'BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS 4 INCHES
 FE1680'ABOVE THE GROUND.
 FE1680
 FE1680                          STATION RECOVERY (1971)
 FE1680
 FE1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1679 ***********************************************************************
 FE1679  DESIGNATION -  A 61 46 2 CAP
 FE1679  PID         -  FE1679
 FE1679  STATE/COUNTY-  TN/TIPTON
 FE1679  USGS QUAD   -  NODENA (1983)
 FE1679
 FE1679                         *CURRENT SURVEY CONTROL
 FE1679  ___________________________________________________________________
 FE1679* NAD 83(1986)-  35 30 27.     (N)    089 55 53.     (W)     SCALED    
 FE1679* NAVD 88     -        76.380  (meters)     250.59   (feet)  ADJUSTED  
 FE1679  ___________________________________________________________________
 FE1679  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1679  DYNAMIC HT  -          76.314 (meters)     250.37  (feet)  COMP
 FE1679  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 FE1679
 FE1679  VERT ORDER  -  FIRST     CLASS II
 FE1679
 FE1679.The horizontal coordinates were scaled from a topographic map and have
 FE1679.an estimated accuracy of +/- 6 seconds.
 FE1679
 FE1679.The orthometric height was determined by differential leveling
 FE1679.and adjusted by the National Geodetic Survey in June 1991..
 FE1679
 FE1679.The geoid height was determined by GEOID03.
 FE1679
 FE1679.The dynamic height is computed by dividing the NAVD 88
 FE1679.geopotential number by the normal gravity value computed on the
 FE1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1679.degrees latitude (g = 980.6199 gals.).
 FE1679
 FE1679.The modeled gravity was interpolated from observed gravity values.
 FE1679
 FE1679;                    North         East    Units  Estimated Accuracy
 FE1679;SPC TN       -   137,440.      243,450.      MT  (+/- 180 meters Scaled)
 FE1679
 FE1679                          SUPERSEDED SURVEY CONTROL
 FE1679
 FE1679  NGVD 29 (??/??/??)   76.344  (m)          250.47   (f) ADJUSTED    1 2
 FE1679
 FE1679.Superseded values are not recommended for survey control.
 FE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1679.See file dsdata.txt to determine how the superseded data were derived.
 FE1679
 FE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE341332(NAD 83)
 FE1679_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1679_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1679_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1679_STAMPING: BARNS A 61-46-2
 FE1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1679
 FE1679  HISTORY     - Date     Condition        Report By
 FE1679  HISTORY     - UNK      MONUMENTED       DOD
 FE1679  HISTORY     - 1957     GOOD             CGS
 FE1679  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1679
 FE1679                          STATION DESCRIPTION
 FE1679
 FE1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1679'4.3 MI SW FROM RANDOLPH.
 FE1679'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1679'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1679'ROAD, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 59, ABOUT 0.2
 FE1679'MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 FE1679'SOUTHWEST, 0.4 MILE SOUTH OF THE END OF STATE HIGHWAY 59 AND
 FE1679'RICHARDSONS LANDING, AT THE OUTSIDE OF A LONG CURVE, 130 FEET
 FE1679'WEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET NORTHWEST OF A
 FE1679'POWER LINE POLE, 59 FEET NORTH OF A FENCE ALONG THE SOUTH SIDE
 FE1679'OF A GARDEN, 23 FEET EAST OF THE FENCE ALONG THE WEST SIDE OF A
 FE1679'GARDEN AND IN THE GARDEN, ABOUT 5 FEET BELOW THE LEVEL OF THE
 FE1679'HIGHWAY, A USE PIPE AND CAP WHICH PROJECTS 4 INCHES ABOVE THE
 FE1679'GROUND.
 FE1679
 FE1679                          STATION RECOVERY (1971)
 FE1679
 FE1679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0862 ***********************************************************************
 FE0862  DESIGNATION -  A 63
 FE0862  PID         -  FE0862
 FE0862  STATE/COUNTY-  TN/CROCKETT
 FE0862  USGS QUAD   -  BELLS (1981)
 FE0862
 FE0862                         *CURRENT SURVEY CONTROL
 FE0862  ___________________________________________________________________
 FE0862* NAD 83(1986)-  35 44 50.     (N)    089 01 49.     (W)     SCALED    
 FE0862* NAVD 88     -       107.371  (meters)     352.27   (feet)  ADJUSTED  
 FE0862  ___________________________________________________________________
 FE0862  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0862  DYNAMIC HT  -         107.277 (meters)     351.96  (feet)  COMP
 FE0862  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FE0862
 FE0862  VERT ORDER  -  SECOND    CLASS 0
 FE0862
 FE0862.The horizontal coordinates were scaled from a topographic map and have
 FE0862.an estimated accuracy of +/- 6 seconds.
 FE0862
 FE0862.The orthometric height was determined by differential leveling
 FE0862.and adjusted by the National Geodetic Survey in June 1991..
 FE0862
 FE0862.The geoid height was determined by GEOID03.
 FE0862
 FE0862.The dynamic height is computed by dividing the NAVD 88
 FE0862.geopotential number by the normal gravity value computed on the
 FE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0862.degrees latitude (g = 980.6199 gals.).
 FE0862
 FE0862.The modeled gravity was interpolated from observed gravity values.
 FE0862
 FE0862;                    North         East    Units  Estimated Accuracy
 FE0862;SPC TN       -   161,110.      325,970.      MT  (+/- 180 meters Scaled)
 FE0862
 FE0862                          SUPERSEDED SURVEY CONTROL
 FE0862
 FE0862  NGVD 29 (??/??/??)  107.410  (m)          352.39   (f) ADJUSTED    2 0
 FE0862
 FE0862.Superseded values are not recommended for survey control.
 FE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0862.See file dsdata.txt to determine how the superseded data were derived.
 FE0862
 FE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE164578(NAD 83)
 FE0862_MARKER: DB = BENCH MARK DISK
 FE0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0862_STAMPING: A 63 1935
 FE0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0862+STABILITY: SURFACE MOTION
 FE0862
 FE0862  HISTORY     - Date     Condition        Report By
 FE0862  HISTORY     - 1935     MONUMENTED       CGS
 FE0862  HISTORY     - 1949     MARK NOT FOUND   CGS
 FE0862
 FE0862                          STATION DESCRIPTION
 FE0862
 FE0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0862'5 MI SW FROM GADSDEN.
 FE0862'ABOUT 3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE0862'RAILROAD FROM THE STATION AT GADSDEN, CROCKETT COUNTY, ONE
 FE0862'RAIL WEST OF THE STATION SIGN AT FRUITVALE, AT MILEAGE 303.65,
 FE0862'AT A ROAD CROSSING, 1-3/4 RAILS EAST OF THE ROAD, AND 24 FEET
 FE0862'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 FE0862'STAMPED A 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1167 ***********************************************************************
 FE1167  DESIGNATION -  A 64
 FE1167  PID         -  FE1167
 FE1167  STATE/COUNTY-  TN/TIPTON
 FE1167  USGS QUAD   -  MASON (1973)
 FE1167
 FE1167                         *CURRENT SURVEY CONTROL
 FE1167  ___________________________________________________________________
 FE1167* NAD 83(1986)-  35 24 58.     (N)    089 31 07.     (W)     SCALED    
 FE1167* NAVD 88     -        94.488  (meters)     310.00   (feet)  ADJUSTED  
 FE1167  ___________________________________________________________________
 FE1167  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1167  DYNAMIC HT  -          94.404 (meters)     309.72  (feet)  COMP
 FE1167  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FE1167
 FE1167  VERT ORDER  -  SECOND    CLASS 0
 FE1167
 FE1167.The horizontal coordinates were scaled from a topographic map and have
 FE1167.an estimated accuracy of +/- 6 seconds.
 FE1167
 FE1167.The orthometric height was determined by differential leveling
 FE1167.and adjusted by the National Geodetic Survey in June 1991..
 FE1167
 FE1167.The geoid height was determined by GEOID03.
 FE1167
 FE1167.The dynamic height is computed by dividing the NAVD 88
 FE1167.geopotential number by the normal gravity value computed on the
 FE1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1167.degrees latitude (g = 980.6199 gals.).
 FE1167
 FE1167.The modeled gravity was interpolated from observed gravity values.
 FE1167
 FE1167;                    North         East    Units  Estimated Accuracy
 FE1167;SPC TN       -   125,880.      280,500.      MT  (+/- 180 meters Scaled)
 FE1167
 FE1167                          SUPERSEDED SURVEY CONTROL
 FE1167
 FE1167  NGVD 29 (??/??/??)   94.478  (m)          309.97   (f) ADJUSTED    2 0
 FE1167
 FE1167.Superseded values are not recommended for survey control.
 FE1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1167.See file dsdata.txt to determine how the superseded data were derived.
 FE1167
 FE1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE713221(NAD 83)
 FE1167_MARKER: DB = BENCH MARK DISK
 FE1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1167_STAMPING: A 64 1935
 FE1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1167+STABILITY: SURFACE MOTION
 FE1167
 FE1167  HISTORY     - Date     Condition        Report By
 FE1167  HISTORY     - 1935     MONUMENTED       CGS
 FE1167  HISTORY     - 20020508 MARK NOT FOUND   USACE
 FE1167
 FE1167                          STATION DESCRIPTION
 FE1167
 FE1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1167'0.8 MI N FROM MASON.
 FE1167'0.8 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1167'THE STATION AT MASON, TIPTON COUNTY, AT A COUNTY-ROAD CROSSING, 40
 FE1167'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE
 FE1167'CENTERLINE OF THE TRACK, AND 8 FEET EAST OF A RIGHT-OF-WAY FENCE
 FE1167'CORNER.  A STANDARD DISK, STAMPED A 64 1935 AND SET IN THE TOP
 FE1167'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FE1167
 FE1167                          STATION RECOVERY (2002)
 FE1167
 FE1167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0575 ***********************************************************************
 FE0575  DESIGNATION -  A 65
 FE0575  PID         -  FE0575
 FE0575  STATE/COUNTY-  TN/MADISON
 FE0575  USGS QUAD   -  MEDON (1981)
 FE0575
 FE0575                         *CURRENT SURVEY CONTROL
 FE0575  ___________________________________________________________________
 FE0575* NAD 83(1986)-  35 27 26.     (N)    088 52 15.     (W)     SCALED    
 FE0575* NAVD 88     -       131.266  (meters)     430.66   (feet)  ADJUSTED  
 FE0575  ___________________________________________________________________
 FE0575  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0575  DYNAMIC HT  -         131.147 (meters)     430.27  (feet)  COMP
 FE0575  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE0575
 FE0575  VERT ORDER  -  SECOND    CLASS 0
 FE0575
 FE0575.The horizontal coordinates were scaled from a topographic map and have
 FE0575.an estimated accuracy of +/- 6 seconds.
 FE0575
 FE0575.The orthometric height was determined by differential leveling
 FE0575.and adjusted by the National Geodetic Survey in June 1991..
 FE0575
 FE0575.The geoid height was determined by GEOID03.
 FE0575
 FE0575.The dynamic height is computed by dividing the NAVD 88
 FE0575.geopotential number by the normal gravity value computed on the
 FE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0575.degrees latitude (g = 980.6199 gals.).
 FE0575
 FE0575.The modeled gravity was interpolated from observed gravity values.
 FE0575
 FE0575;                    North         East    Units  Estimated Accuracy
 FE0575;SPC TN       -   128,520.      339,440.      MT  (+/- 180 meters Scaled)
 FE0575
 FE0575                          SUPERSEDED SURVEY CONTROL
 FE0575
 FE0575  NGVD 29 (??/??/??)  131.282  (m)          430.71   (f) ADJUSTED    2 0
 FE0575
 FE0575.Superseded values are not recommended for survey control.
 FE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0575.See file dsdata.txt to determine how the superseded data were derived.
 FE0575
 FE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE302253(NAD 83)
 FE0575_MARKER: DB = BENCH MARK DISK
 FE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0575_STAMPING: A 65 1935
 FE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0575+STABILITY: SURFACE MOTION
 FE0575
 FE0575  HISTORY     - Date     Condition        Report By
 FE0575  HISTORY     - 1935     MONUMENTED       CGS
 FE0575  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0575
 FE0575                          STATION DESCRIPTION
 FE0575
 FE0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0575'AT MEDON.
 FE0575'AT MEDON, MADISON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 10
 FE0575'RAILS NORTH OF THE STATION, 45 FEET WEST OF A SECTION HOUSE,
 FE0575'AND 20 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED A 65
 FE0575'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1166 ***********************************************************************
 FE1166  DESIGNATION -  A 67
 FE1166  PID         -  FE1166
 FE1166  STATE/COUNTY-  TN/TIPTON
 FE1166  USGS QUAD   -  MASON (1973)
 FE1166
 FE1166                         *CURRENT SURVEY CONTROL
 FE1166  ___________________________________________________________________
 FE1166* NAD 83(1986)-  35 24 39.     (N)    089 31 56.     (W)     SCALED    
 FE1166* NAVD 88     -        92.463  (meters)     303.36   (feet)  ADJUSTED  
 FE1166  ___________________________________________________________________
 FE1166  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1166  DYNAMIC HT  -          92.382 (meters)     303.09  (feet)  COMP
 FE1166  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE1166
 FE1166  VERT ORDER  -  SECOND    CLASS 0
 FE1166
 FE1166.The horizontal coordinates were scaled from a topographic map and have
 FE1166.an estimated accuracy of +/- 6 seconds.
 FE1166
 FE1166.The orthometric height was determined by differential leveling
 FE1166.and adjusted by the National Geodetic Survey in June 1991..
 FE1166
 FE1166.The geoid height was determined by GEOID03.
 FE1166
 FE1166.The dynamic height is computed by dividing the NAVD 88
 FE1166.geopotential number by the normal gravity value computed on the
 FE1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1166.degrees latitude (g = 980.6199 gals.).
 FE1166
 FE1166.The modeled gravity was interpolated from observed gravity values.
 FE1166
 FE1166;                    North         East    Units  Estimated Accuracy
 FE1166;SPC TN       -   125,340.      279,250.      MT  (+/- 180 meters Scaled)
 FE1166
 FE1166                          SUPERSEDED SURVEY CONTROL
 FE1166
 FE1166  NGVD 29 (??/??/??)   92.453  (m)          303.32   (f) ADJUSTED    2 0
 FE1166
 FE1166.Superseded values are not recommended for survey control.
 FE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1166.See file dsdata.txt to determine how the superseded data were derived.
 FE1166
 FE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE700215(NAD 83)
 FE1166_MARKER: DB = BENCH MARK DISK
 FE1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1166_STAMPING: A 67 1935
 FE1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1166+STABILITY: SURFACE MOTION
 FE1166
 FE1166  HISTORY     - Date     Condition        Report By
 FE1166  HISTORY     - 1935     MONUMENTED       CGS
 FE1166  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1166
 FE1166                          STATION DESCRIPTION
 FE1166
 FE1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1166'AT MASON.
 FE1166'AT MASON, TIPTON COUNTY ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FE1166'7 RAILS NORTH OF THE STATION, AT A ROAD CROSSING, 50 FEET SOUTH OF
 FE1166'THE CENTERLINE OF THE ROAD, 40 FEET WEST OF THE CENTERLINE OF THE
 FE1166'MAIN TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 FE1166'STAMPED A 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1166'6 INCHES ABOVE GROUND.
 FE1166
 FE1166                          STATION RECOVERY (1963)
 FE1166
 FE1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1200 ***********************************************************************
 FE1200  DESIGNATION -  A 68
 FE1200  PID         -  FE1200
 FE1200  STATE/COUNTY-  TN/SHELBY
 FE1200  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1200
 FE1200                         *CURRENT SURVEY CONTROL
 FE1200  ___________________________________________________________________
 FE1200* NAD 83(1986)-  35 10 06.     (N)    089 57 42.     (W)     SCALED    
 FE1200* NAVD 88     -        77.514  (meters)     254.31   (feet)  ADJUSTED  
 FE1200  ___________________________________________________________________
 FE1200  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1200  DYNAMIC HT  -          77.444 (meters)     254.08  (feet)  COMP
 FE1200  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FE1200
 FE1200  VERT ORDER  -  SECOND    CLASS 0
 FE1200
 FE1200.The horizontal coordinates were scaled from a topographic map and have
 FE1200.an estimated accuracy of +/- 6 seconds.
 FE1200
 FE1200.The orthometric height was determined by differential leveling
 FE1200.and adjusted by the National Geodetic Survey in June 1991..
 FE1200
 FE1200.The geoid height was determined by GEOID03.
 FE1200
 FE1200.The dynamic height is computed by dividing the NAVD 88
 FE1200.geopotential number by the normal gravity value computed on the
 FE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1200.degrees latitude (g = 980.6199 gals.).
 FE1200
 FE1200.The modeled gravity was interpolated from observed gravity values.
 FE1200
 FE1200;                    North         East    Units  Estimated Accuracy
 FE1200;SPC TN       -    99,950.      239,180.      MT  (+/- 180 meters Scaled)
 FE1200
 FE1200                          SUPERSEDED SURVEY CONTROL
 FE1200
 FE1200  NGVD 29 (??/??/??)   77.508  (m)          254.29   (f) ADJUSTED    2 0
 FE1200
 FE1200.Superseded values are not recommended for survey control.
 FE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1200.See file dsdata.txt to determine how the superseded data were derived.
 FE1200
 FE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD302957(NAD 83)
 FE1200_MARKER: DB = BENCH MARK DISK
 FE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1200_STAMPING: A 68 1935
 FE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1200+STABILITY: SURFACE MOTION
 FE1200
 FE1200  HISTORY     - Date     Condition        Report By
 FE1200  HISTORY     - 1935     MONUMENTED       CGS
 FE1200  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1200
 FE1200                          STATION DESCRIPTION
 FE1200
 FE1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1200'AT MEMPHIS.
 FE1200'A THOROUGH SEARCH WAS MADE FOR THE MARK IN THE VICINITY OF THE
 FE1200'CROSSING AT LEEWOOD.  THE SIGNAL TOWER (WATCHMANS TOWER) IS NOW EAST
 FE1200'OF THE STREET CROSSING AND SOME NATIVES SAY THAT IT HAS BEEN MOVED
 FE1200'ACROSS THE STREET IN RECENT YEARS AND SOME SAY THAT IT HASNT BEEN
 FE1200'MOVED.  A THOUROUGH SEARCH WAS MADE IN ALL QUARTERS OF THE
 FE1200'INTERSECTION BUT THE MARK WAS NOT FOUND.  THIS IS THE ONLY CROSSING
 FE1200'FOR SOME DISTANCE AND IS BELIEVED TO WHERE THE MARK WAS SET.  THE
 FE1200'MARK WAS PROBABLY IN THE NORTHWEST QUARTER AS STATED AND HAS
 FE1200'LIKELY BEEN DESTROYED BY GRADING.
 FE1200'AT LEEWOOD, AT A STREET CROSSING, 45 FEET WEST OF THE CENTERLINE
 FE1200'OF THE STREET, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, UNDER
 FE1200'A SIGNAL TOWER, AND 4 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 FE1200'A 68 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1200'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0888 ***********************************************************************
 EE0888  DESIGNATION -  A 7
 EE0888  PID         -  EE0888
 EE0888  STATE/COUNTY-  TN/FRANKLIN
 EE0888  USGS QUAD   -  EUREKA (1974)
 EE0888
 EE0888                         *CURRENT SURVEY CONTROL
 EE0888  ___________________________________________________________________
 EE0888* NAD 83(1986)-  34 59 39.     (N)    085 54 12.     (W)     SCALED    
 EE0888* NAVD 88     -       196.032  (meters)     643.15   (feet)  ADJUSTED  
 EE0888  ___________________________________________________________________
 EE0888  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE0888  DYNAMIC HT  -         195.839 (meters)     642.52  (feet)  COMP
 EE0888  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 EE0888
 EE0888  VERT ORDER  -  FIRST     CLASS II
 EE0888
 EE0888.The horizontal coordinates were scaled from a topographic map and have
 EE0888.an estimated accuracy of +/- 6 seconds.
 EE0888
 EE0888.The orthometric height was determined by differential leveling
 EE0888.and adjusted by the National Geodetic Survey in June 1991..
 EE0888
 EE0888.The geoid height was determined by GEOID03.
 EE0888
 EE0888.The dynamic height is computed by dividing the NAVD 88
 EE0888.geopotential number by the normal gravity value computed on the
 EE0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0888.degrees latitude (g = 980.6199 gals.).
 EE0888
 EE0888.The modeled gravity was interpolated from observed gravity values.
 EE0888
 EE0888;                    North         East    Units  Estimated Accuracy
 EE0888;SPC TN       -    73,330.      608,830.      MT  (+/- 180 meters Scaled)
 EE0888
 EE0888                          SUPERSEDED SURVEY CONTROL
 EE0888
 EE0888  NGVD 29 (??/??/92)  196.012  (m)          643.08   (f) ADJ UNCH    1 2
 EE0888
 EE0888.Superseded values are not recommended for survey control.
 EE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0888.See file dsdata.txt to determine how the superseded data were derived.
 EE0888
 EE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD000729(NAD 83)
 EE0888_MARKER: DB = BENCH MARK DISK
 EE0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0888_SP_SET: WALL
 EE0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0888
 EE0888  HISTORY     - Date     Condition        Report By
 EE0888  HISTORY     - UNK      MONUMENTED       CGS
 EE0888  HISTORY     - 1930     GOOD             NGS
 EE0888
 EE0888                          STATION DESCRIPTION
 EE0888
 EE0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 EE0888'IN ANDERSON.
 EE0888'LOCATED IN THE EASTERN BRICK WALL OF THE R.R. STATION IN ANDERSON,
 EE0888'10.2 FEET WEST OF WEST RAIL OF SIDING, 3.2 FEET ABOVE LOADING
 EE0888'PLATFORM, AND 6 FEET SOUTH OF THE FREIGHT DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0889 ***********************************************************************
 EE0889  DESIGNATION -  A 7 RESET
 EE0889  PID         -  EE0889
 EE0889  STATE/COUNTY-  TN/FRANKLIN
 EE0889  USGS QUAD   -  EUREKA (1974)
 EE0889
 EE0889                         *CURRENT SURVEY CONTROL
 EE0889  ___________________________________________________________________
 EE0889* NAD 83(1986)-  34 59 39.     (N)    085 54 12.     (W)     SCALED    
 EE0889* NAVD 88     -       195.73   (+/-2cm)     642.2    (feet)  VERTCON   
 EE0889  ___________________________________________________________________
 EE0889  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE0889
 EE0889  VERT ORDER  -  THIRD (See Below)
 EE0889
 EE0889.The horizontal coordinates were scaled from a topographic map and have
 EE0889.an estimated accuracy of +/- 6 seconds.
 EE0889
 EE0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0889.The vertical order pertains to the NGVD 29 superseded value.
 EE0889
 EE0889.The geoid height was determined by GEOID03.
 EE0889
 EE0889;                    North         East    Units  Estimated Accuracy
 EE0889;SPC TN       -    73,330.      608,830.      MT  (+/- 180 meters Scaled)
 EE0889
 EE0889                          SUPERSEDED SURVEY CONTROL
 EE0889
 EE0889  NGVD 29 (??/??/??)  195.71   (m)          642.1    (f) RESET       3  
 EE0889
 EE0889.Superseded values are not recommended for survey control.
 EE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0889.See file dsdata.txt to determine how the superseded data were derived.
 EE0889
 EE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD000729(NAD 83)
 EE0889_MARKER: DB = BENCH MARK DISK
 EE0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0889_SP_SET: BASE
 EE0889_STAMPING: A 7 1930 RESET 1962
 EE0889_MARK LOGO: CGS   
 EE0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0889
 EE0889  HISTORY     - Date     Condition        Report By
 EE0889  HISTORY     - 1962     MONUMENTED       CGS
 EE0889
 EE0889                          STATION DESCRIPTION
 EE0889
 EE0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0889'AT ANDERSON.
 EE0889'AT ANDERSON, 50 FEET WEST OF THE WEST RAIL OF THE NASHVILLE,
 EE0889'CHATTANOOGA AND ST. LOUIS RAILWAY, AND 1.0 FEET NORTHWEST OF THE
 EE0889'NORTHEAST CORNER OF THE OFFICE BUILDING OF THE COWAN STONE COMPANY.
 EE0889'A STANDARD DISK DRILLED IN THE CONCRETE BASE OF THE COWAN STONE
 EE0889'COMPANYS LOADING SCALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0592 ***********************************************************************
 FE0592  DESIGNATION -  A 72 RESET
 FE0592  PID         -  FE0592
 FE0592  STATE/COUNTY-  TN/HARDEMAN
 FE0592  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0592
 FE0592                         *CURRENT SURVEY CONTROL
 FE0592  ___________________________________________________________________
 FE0592* NAD 83(1986)-  35 15 20.     (N)    088 59 15.     (W)     SCALED    
 FE0592* NAVD 88     -       138.28   (+/-2cm)     453.7    (feet)  VERTCON   
 FE0592  ___________________________________________________________________
 FE0592  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0592
 FE0592  VERT ORDER  -  THIRD (See Below)
 FE0592
 FE0592.The horizontal coordinates were scaled from a topographic map and have
 FE0592.an estimated accuracy of +/- 6 seconds.
 FE0592
 FE0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0592.The vertical order pertains to the NGVD 29 superseded value.
 FE0592
 FE0592.The geoid height was determined by GEOID03.
 FE0592
 FE0592;                    North         East    Units  Estimated Accuracy
 FE0592;SPC TN       -   106,470.      328,170.      MT  (+/- 180 meters Scaled)
 FE0592
 FE0592                          SUPERSEDED SURVEY CONTROL
 FE0592
 FE0592  NGVD 29 (??/??/??)  138.27   (m)          453.6    (f) RESET       3  
 FE0592
 FE0592.Superseded values are not recommended for survey control.
 FE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0592.See file dsdata.txt to determine how the superseded data were derived.
 FE0592
 FE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE191031(NAD 83)
 FE0592_MARKER: DB = BENCH MARK DISK
 FE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0592_STAMPING: A 72 1935 RESET
 FE0592_MARK LOGO: CGS   
 FE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0592+STABILITY: SURFACE MOTION
 FE0592
 FE0592  HISTORY     - Date     Condition        Report By
 FE0592  HISTORY     - 1955     MONUMENTED       CGS
 FE0592
 FE0592                          STATION DESCRIPTION
 FE0592
 FE0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FE0592'AT BOLIVAR.
 FE0592'AT BOLIVAR, HARDEMAN COUNTY, AT THE NORTHEAST CORNER OF THE
 FE0592'INTERSECTION OF MAIN AND MARKET STREETS, AT THE COUNTY COURTHOUSE
 FE0592'AND IN THE SOUTHWEST CORNER OF THE COURTHOUSE YARD.  A STANDARD
 FE0592'DISK, STAMPED A 72 1935 RESET AND SET IN THE TOP OF A CONCRETE
 FE0592'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1025 ***********************************************************************
 FE1025  DESIGNATION -  A 73
 FE1025  PID         -  FE1025
 FE1025  STATE/COUNTY-  TN/FAYETTE
 FE1025  USGS QUAD   -  SOMERVILLE (1981)
 FE1025
 FE1025                         *CURRENT SURVEY CONTROL
 FE1025  ___________________________________________________________________
 FE1025* NAD 83(1986)-  35 14 43.     (N)    089 20 46.     (W)     SCALED    
 FE1025* NAVD 88     -       106.704  (meters)     350.08   (feet)  ADJUSTED  
 FE1025  ___________________________________________________________________
 FE1025  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1025  DYNAMIC HT  -         106.607 (meters)     349.76  (feet)  COMP
 FE1025  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FE1025
 FE1025  VERT ORDER  -  SECOND    CLASS 0
 FE1025
 FE1025.The horizontal coordinates were scaled from a topographic map and have
 FE1025.an estimated accuracy of +/- 6 seconds.
 FE1025
 FE1025.The orthometric height was determined by differential leveling
 FE1025.and adjusted by the National Geodetic Survey in June 1991..
 FE1025
 FE1025.The geoid height was determined by GEOID03.
 FE1025
 FE1025.The dynamic height is computed by dividing the NAVD 88
 FE1025.geopotential number by the normal gravity value computed on the
 FE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1025.degrees latitude (g = 980.6199 gals.).
 FE1025
 FE1025.The modeled gravity was interpolated from observed gravity values.
 FE1025
 FE1025;                    North         East    Units  Estimated Accuracy
 FE1025;SPC TN       -   106,390.      295,510.      MT  (+/- 180 meters Scaled)
 FE1025
 FE1025                          SUPERSEDED SURVEY CONTROL
 FE1025
 FE1025  NGVD 29 (??/??/??)  106.690  (m)          350.03   (f) ADJUSTED    2 0
 FE1025
 FE1025.Superseded values are not recommended for survey control.
 FE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1025.See file dsdata.txt to determine how the superseded data were derived.
 FE1025
 FE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE865027(NAD 83)
 FE1025_MARKER: DB = BENCH MARK DISK
 FE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1025_STAMPING: A 73 1935
 FE1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1025+STABILITY: SURFACE MOTION
 FE1025
 FE1025  HISTORY     - Date     Condition        Report By
 FE1025  HISTORY     - 1935     MONUMENTED       CGS
 FE1025  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1025
 FE1025                          STATION DESCRIPTION
 FE1025
 FE1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1025'AT SOMERVILLE.
 FE1025'AT SOMERVILLE, FAYETTE COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE1025'AND ST. LOUIS RAILWAY, 5 RAILS EAST OF THE STATION, 15 POLES
 FE1025'WEST OF MILEPOST 186, AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 FE1025'TRACK.  A STANDARD DISK, STAMPED A 73 1935 AND SET IN THE TOP OF
 FE1025'A CONCRETE POST.
 FE1025
 FE1025                          STATION RECOVERY (2002)
 FE1025
 FE1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1025'STATION, TRACKS, AND GRADE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1773 ***********************************************************************
 FE1773  DESIGNATION -  A 74
 FE1773  PID         -  FE1773
 FE1773  STATE/COUNTY-  TN/LAUDERDALE
 FE1773  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1773
 FE1773                         *CURRENT SURVEY CONTROL
 FE1773  ___________________________________________________________________
 FE1773* NAD 83(1986)-  35 44 55.     (N)    089 32 34.     (W)     SCALED    
 FE1773* NAVD 88     -       122.709  (meters)     402.59   (feet)  ADJUSTED  
 FE1773  ___________________________________________________________________
 FE1773  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1773  DYNAMIC HT  -         122.604 (meters)     402.24  (feet)  COMP
 FE1773  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 FE1773
 FE1773  VERT ORDER  -  SECOND    CLASS 0
 FE1773
 FE1773.The horizontal coordinates were scaled from a topographic map and have
 FE1773.an estimated accuracy of +/- 6 seconds.
 FE1773
 FE1773.The orthometric height was determined by differential leveling
 FE1773.and adjusted by the National Geodetic Survey in June 1991..
 FE1773
 FE1773.The geoid height was determined by GEOID03.
 FE1773
 FE1773.The dynamic height is computed by dividing the NAVD 88
 FE1773.geopotential number by the normal gravity value computed on the
 FE1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1773.degrees latitude (g = 980.6199 gals.).
 FE1773
 FE1773.The modeled gravity was interpolated from observed gravity values.
 FE1773
 FE1773;                    North         East    Units  Estimated Accuracy
 FE1773;SPC TN       -   162,820.      279,650.      MT  (+/- 180 meters Scaled)
 FE1773
 FE1773                          SUPERSEDED SURVEY CONTROL
 FE1773
 FE1773  NGVD 29 (??/??/??)  122.694  (m)          402.54   (f) ADJUSTED    2 0
 FE1773
 FE1773.Superseded values are not recommended for survey control.
 FE1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1773.See file dsdata.txt to determine how the superseded data were derived.
 FE1773
 FE1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE700590(NAD 83)
 FE1773_MARKER: DB = BENCH MARK DISK
 FE1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1773_STAMPING: A 74 1935
 FE1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1773+STABILITY: SURFACE MOTION
 FE1773
 FE1773  HISTORY     - Date     Condition        Report By
 FE1773  HISTORY     - 1935     MONUMENTED       CGS
 FE1773  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1773  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1773
 FE1773                          STATION DESCRIPTION
 FE1773
 FE1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1773'0.7 MI W FROM RIPLEY.
 FE1773'0.7 MILE WEST ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 FE1773'AT RIPLEY, LAUDERDALE COUNTY, 80 YARDS EAST OF A TAVERN, AT A
 FE1773'ROAD FORKS, 70 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FE1773'IN A FLOWER GARDEN.  A STANDARD DISK, STAMPED A 74 1935 AND SET
 FE1773'IN THE TOP OF A CONCRETE POST.
 FE1773
 FE1773                          STATION RECOVERY (1974)
 FE1773
 FE1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1195 ***********************************************************************
 FE1195  DESIGNATION -  A 75
 FE1195  PID         -  FE1195
 FE1195  STATE/COUNTY-  TN/SHELBY
 FE1195  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1195
 FE1195                         *CURRENT SURVEY CONTROL
 FE1195  ___________________________________________________________________
 FE1195* NAD 83(1986)-  35 09 50.     (N)    089 54 44.     (W)     SCALED    
 FE1195* NAVD 88     -        76.763  (meters)     251.85   (feet)  ADJUSTED  
 FE1195  ___________________________________________________________________
 FE1195  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1195  DYNAMIC HT  -          76.694 (meters)     251.62  (feet)  COMP
 FE1195  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FE1195
 FE1195  VERT ORDER  -  SECOND    CLASS 0
 FE1195
 FE1195.The horizontal coordinates were scaled from a topographic map and have
 FE1195.an estimated accuracy of +/- 6 seconds.
 FE1195
 FE1195.The orthometric height was determined by differential leveling
 FE1195.and adjusted by the National Geodetic Survey in June 1991..
 FE1195
 FE1195.The geoid height was determined by GEOID03.
 FE1195
 FE1195.The dynamic height is computed by dividing the NAVD 88
 FE1195.geopotential number by the normal gravity value computed on the
 FE1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1195.degrees latitude (g = 980.6199 gals.).
 FE1195
 FE1195.The modeled gravity was interpolated from observed gravity values.
 FE1195
 FE1195;                    North         East    Units  Estimated Accuracy
 FE1195;SPC TN       -    99,270.      243,660.      MT  (+/- 180 meters Scaled)
 FE1195
 FE1195                          SUPERSEDED SURVEY CONTROL
 FE1195
 FE1195  NGVD 29 (??/??/??)   76.747  (m)          251.79   (f) ADJUSTED    2 0
 FE1195
 FE1195.Superseded values are not recommended for survey control.
 FE1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1195.See file dsdata.txt to determine how the superseded data were derived.
 FE1195
 FE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD347951(NAD 83)
 FE1195_MARKER: DB = BENCH MARK DISK
 FE1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1195_STAMPING: A 75 1956
 FE1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1195+STABILITY: SURFACE MOTION
 FE1195
 FE1195  HISTORY     - Date     Condition        Report By
 FE1195  HISTORY     - 1956     MONUMENTED       CGS
 FE1195  HISTORY     - 1959     GOOD             CGS
 FE1195  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FE1195
 FE1195                          STATION DESCRIPTION
 FE1195
 FE1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1195'AT MEMPHIS.
 FE1195'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ABOUT 1.2 MILES SOUTH
 FE1195'ALONG WELLS STATION ROAD FROM THE CROSSING OF THE LOUISVILLE AND
 FE1195'NASHVILLE RAILROAD, THENCE ABOUT 0.25 MILE EAST ALONG JAMERSON
 FE1195'STREET, AT THE EAST (DEAD-END) END OF JAMERSON STREET, NEAR THE
 FE1195'WEST EDGE OF THE NORTH-SOUTH RUNWAY OF MARTIN AIRFIELD, 41 FEET
 FE1195'SOUTH-SOUTHEAST OF SOUTHEAST PORCH CORNER OF HOUSE NO. 4440 JAMERSON
 FE1195'STREET, 1 1/2 FEET NORTH OF THE EXTENDED NORTH CURB OF JAMERSON
 FE1195'STREET, 1 1/2 FEET EAST OF THE EAST CONCRETE CURB AROUND LOT OF
 FE1195'HOUSE NO. 4440 JAMERSON STREET, 3 FEET EAST OF POWER POLE NO. 81245,
 FE1195'ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE POST
 FE1195'PROJECTING 2 INCHES.
 FE1195
 FE1195                          STATION RECOVERY (1959)
 FE1195
 FE1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1195'RECOVERED IN GOOD CONDITION.
 FE1195
 FE1195                          STATION RECOVERY (1995)
 FE1195
 FE1195'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0288 ***********************************************************************
 FF0288  DESIGNATION -  A 75 46 6 BOLT
 FF0288  PID         -  FF0288
 FF0288  STATE/COUNTY-  TN/SHELBY
 FF0288  USGS QUAD   -  LOCKE (1970)
 FF0288
 FF0288                         *CURRENT SURVEY CONTROL
 FF0288  ___________________________________________________________________
 FF0288* NAD 83(1986)-  35 20 01.     (N)    090 03 28.     (W)     SCALED    
 FF0288* NAVD 88     -        72.172  (meters)     236.78   (feet)  ADJUSTED  
 FF0288  ___________________________________________________________________
 FF0288  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0288  DYNAMIC HT  -          72.108 (meters)     236.57  (feet)  COMP
 FF0288  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FF0288
 FF0288  VERT ORDER  -  FIRST     CLASS II
 FF0288
 FF0288.The horizontal coordinates were scaled from a topographic map and have
 FF0288.an estimated accuracy of +/- 6 seconds.
 FF0288
 FF0288.The orthometric height was determined by differential leveling
 FF0288.and adjusted by the National Geodetic Survey in June 1991..
 FF0288
 FF0288.The geoid height was determined by GEOID03.
 FF0288
 FF0288.The dynamic height is computed by dividing the NAVD 88
 FF0288.geopotential number by the normal gravity value computed on the
 FF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0288.degrees latitude (g = 980.6199 gals.).
 FF0288
 FF0288.The modeled gravity was interpolated from observed gravity values.
 FF0288
 FF0288;                    North         East    Units  Estimated Accuracy
 FF0288;SPC TN       -   118,630.      231,190.      MT  (+/- 180 meters Scaled)
 FF0288
 FF0288                          SUPERSEDED SURVEY CONTROL
 FF0288
 FF0288  NGVD 29 (??/??/??)   72.137  (m)          236.67   (f) ADJUSTED    1 2
 FF0288
 FF0288.Superseded values are not recommended for survey control.
 FF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0288.See file dsdata.txt to determine how the superseded data were derived.
 FF0288
 FF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV674140(NAD 83)
 FF0288_MARKER: B = BOLT
 FF0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0288_STAMPING: BM A-75-46-6 P-11-6-22
 FF0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0288
 FF0288  HISTORY     - Date     Condition        Report By
 FF0288  HISTORY     - UNK      MONUMENTED       DOD
 FF0288  HISTORY     - 1957     GOOD             CGS
 FF0288
 FF0288                          STATION DESCRIPTION
 FF0288
 FF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0288'2.5 MI W FROM LOCKE.
 FF0288'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0288'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0288'ROAD, NEAR A RIGHT ANGLE TURN IN THE ROAD, ABOUT 0.1 MILE SOUTH
 FF0288'OF A BROWN FRAME HOUSE, 83 FEET WEST OF THE CENTER LINE OF THE
 FF0288'NORTH-SOUTH GRAVEL ROAD, 243 FEET SOUTHEAST OF THE CENTER OF THE
 FF0288'JUNCTION OF THE NORTH-SOUTH GRAVEL ROAD, GRADED ROAD LEADING
 FF0288'WEST TO MISSISSIPPI RIVER AND DRIVEWAY LEADING NORTH TO ABOVE
 FF0288'HOUSE, 208 FEET SOUTH AND ACROSS THE GRADED ROAD FROM THE WEST
 FF0288'STONE GATEPOST OF GATE ACROSS DRIVEWAY TO HOUSE, 51 FEET
 FF0288'SOUTH-SOUTHWEST OF A LONE 36 INCH OAK TREE, 188 FEET SOUTH OF
 FF0288'THE CENTER LINE OF THE EAST-WEST GRADED ROAD, 7 FEET SOUTHWEST
 FF0288'OF A 6-INCH BOX ELDER TREE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FF0288'ROAD, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH
 FF0288'PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0287 ***********************************************************************
 FF0287  DESIGNATION -  A 75 46 6 CAP
 FF0287  PID         -  FF0287
 FF0287  STATE/COUNTY-  TN/SHELBY
 FF0287  USGS QUAD   -  LOCKE (1970)
 FF0287
 FF0287                         *CURRENT SURVEY CONTROL
 FF0287  ___________________________________________________________________
 FF0287* NAD 83(1986)-  35 20 01.     (N)    090 03 28.     (W)     SCALED    
 FF0287* NAVD 88     -        73.397  (meters)     240.80   (feet)  ADJUSTED  
 FF0287  ___________________________________________________________________
 FF0287  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0287  DYNAMIC HT  -          73.331 (meters)     240.59  (feet)  COMP
 FF0287  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FF0287
 FF0287  VERT ORDER  -  FIRST     CLASS II
 FF0287
 FF0287.The horizontal coordinates were scaled from a topographic map and have
 FF0287.an estimated accuracy of +/- 6 seconds.
 FF0287
 FF0287.The orthometric height was determined by differential leveling
 FF0287.and adjusted by the National Geodetic Survey in June 1991..
 FF0287
 FF0287.The geoid height was determined by GEOID03.
 FF0287
 FF0287.The dynamic height is computed by dividing the NAVD 88
 FF0287.geopotential number by the normal gravity value computed on the
 FF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0287.degrees latitude (g = 980.6199 gals.).
 FF0287
 FF0287.The modeled gravity was interpolated from observed gravity values.
 FF0287
 FF0287;                    North         East    Units  Estimated Accuracy
 FF0287;SPC TN       -   118,630.      231,190.      MT  (+/- 180 meters Scaled)
 FF0287
 FF0287                          SUPERSEDED SURVEY CONTROL
 FF0287
 FF0287  NGVD 29 (??/??/??)   73.360  (m)          240.68   (f) ADJUSTED    1 2
 FF0287
 FF0287.Superseded values are not recommended for survey control.
 FF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0287.See file dsdata.txt to determine how the superseded data were derived.
 FF0287
 FF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV674140(NAD 83)
 FF0287_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0287_STAMPING: BM A-75-46-6 P-11-6-22
 FF0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0287
 FF0287  HISTORY     - Date     Condition        Report By
 FF0287  HISTORY     - UNK      MONUMENTED       DOD
 FF0287  HISTORY     - 1957     GOOD             CGS
 FF0287
 FF0287                          STATION DESCRIPTION
 FF0287
 FF0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0287'2.5 MI W FROM LOCKE.
 FF0287'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0287'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0287'ROAD, NEAR A RIGHT ANGLE TURN IN THE ROAD, ABOUT 0.1 MILE
 FF0287'SOUTH OF A BROWN FRAME HOUSE, 83 FEET WEST OF THE CENTERLINE
 FF0287'OF THE NORTH-SOUTH GRAVEL ROAD, 243 FEET SOUTHEAST OF THE
 FF0287'CENTER OF THE JUNCTION OF THE NORTH-SOUTH GRAVEL ROAD, GRADED
 FF0287'ROAD LEADING WEST TO MISSISSIPPI RIVER AND DRIVEWAY LEADING
 FF0287'NORTH TO ABOVE HOUSE, 208 FEET SOUTH AND ACROSS THE GRADED ROAD
 FF0287'FROM THE WEST STONE GATEPOST OF GATE ACROSS DRIVEWAY TO HOUSE,
 FF0287'51 FEET SOUTH-SOUTHWEST OF A LONE 36 INCH OAK TREE, 188 FEET
 FF0287'SOUTH OF THE CENTER LINE OF THE EAST-WEST GRADED ROAD, 7 FEET
 FF0287'SOUTHWEST OF A 6-INCH BOX ELDER TREE, ABOUT 8 FEET ABOVE THE
 FF0287'LEVEL OF THE ROAD, A USE PIPE AND CAP WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1202 ***********************************************************************
 FE1202  DESIGNATION -  A 76
 FE1202  PID         -  FE1202
 FE1202  STATE/COUNTY-  TN/SHELBY
 FE1202  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1202
 FE1202                         *CURRENT SURVEY CONTROL
 FE1202  ___________________________________________________________________
 FE1202* NAD 83(1986)-  35 09 54.     (N)    089 58 23.     (W)     SCALED    
 FE1202* NAVD 88     -        74.396  (meters)     244.08   (feet)  ADJUSTED  
 FE1202  ___________________________________________________________________
 FE1202  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1202  DYNAMIC HT  -          74.328 (meters)     243.86  (feet)  COMP
 FE1202  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FE1202
 FE1202  VERT ORDER  -  SECOND    CLASS 0
 FE1202
 FE1202.The horizontal coordinates were scaled from a topographic map and have
 FE1202.an estimated accuracy of +/- 6 seconds.
 FE1202
 FE1202.The orthometric height was determined by differential leveling
 FE1202.and adjusted by the National Geodetic Survey in June 1991..
 FE1202
 FE1202.The geoid height was determined by GEOID03.
 FE1202
 FE1202.The dynamic height is computed by dividing the NAVD 88
 FE1202.geopotential number by the normal gravity value computed on the
 FE1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1202.degrees latitude (g = 980.6199 gals.).
 FE1202
 FE1202.The modeled gravity was interpolated from observed gravity values.
 FE1202
 FE1202;                    North         East    Units  Estimated Accuracy
 FE1202;SPC TN       -    99,620.      238,130.      MT  (+/- 180 meters Scaled)
 FE1202
 FE1202                          SUPERSEDED SURVEY CONTROL
 FE1202
 FE1202  NGVD 29 (??/??/??)   74.374  (m)          244.01   (f) ADJUSTED    2 0
 FE1202
 FE1202.Superseded values are not recommended for survey control.
 FE1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1202.See file dsdata.txt to determine how the superseded data were derived.
 FE1202
 FE1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD292953(NAD 83)
 FE1202_MARKER: DB = BENCH MARK DISK
 FE1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1202_STAMPING: A 76 1956
 FE1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1202+STABILITY: SURFACE MOTION
 FE1202
 FE1202  HISTORY     - Date     Condition        Report By
 FE1202  HISTORY     - 1956     MONUMENTED       CGS
 FE1202  HISTORY     - 20021015 POOR             USACE
 FE1202
 FE1202                          STATION DESCRIPTION
 FE1202
 FE1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1202'AT MEMPHIS.
 FE1202'AT MEMPHIS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT
 FE1202'CROSSING OF TUPELO STREET, 34 FEET NORTH-NORTHWEST OF NEAR RAIL
 FE1202'OF TRACK, 96 FEET WEST OF CENTER OF CROSSING OF TUPELO STREET
 FE1202'AND MAIN TRACK, 31 1/2 FEET NORTH OF A SWITCH STAND TO A SIDING,
 FE1202'59 FEET NORTHEAST OF A SWITCH STAND TO A SIDING LEADING WEST TO A
 FE1202'BRICK YARD, 58 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 2 1/2
 FE1202'FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN
 FE1202'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FE1202'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1202
 FE1202                          STATION RECOVERY (2002)
 FE1202
 FE1202'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1202'MARK DESTROYED. AREA NOW PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1354 ***********************************************************************
 FE1354  DESIGNATION -  A 76 1 43 BOLT
 FE1354  PID         -  FE1354
 FE1354  STATE/COUNTY-  TN/TIPTON
 FE1354  USGS QUAD   -  MUNFORD (1983)
 FE1354
 FE1354                         *CURRENT SURVEY CONTROL
 FE1354  ___________________________________________________________________
 FE1354* NAD 83(1986)-  35 26 21.     (N)    089 46 42.     (W)     SCALED    
 FE1354* NAVD 88     -       126.357  (meters)     414.56   (feet)  ADJUSTED  
 FE1354  ___________________________________________________________________
 FE1354  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1354  DYNAMIC HT  -         126.246 (meters)     414.19  (feet)  COMP
 FE1354  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FE1354
 FE1354  VERT ORDER  -  SECOND    CLASS 0
 FE1354
 FE1354.The horizontal coordinates were scaled from a topographic map and have
 FE1354.an estimated accuracy of +/- 6 seconds.
 FE1354
 FE1354.The orthometric height was determined by differential leveling
 FE1354.and adjusted by the National Geodetic Survey in June 1991..
 FE1354
 FE1354.The geoid height was determined by GEOID03.
 FE1354
 FE1354.The dynamic height is computed by dividing the NAVD 88
 FE1354.geopotential number by the normal gravity value computed on the
 FE1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1354.degrees latitude (g = 980.6199 gals.).
 FE1354
 FE1354.The modeled gravity was interpolated from observed gravity values.
 FE1354
 FE1354;                    North         East    Units  Estimated Accuracy
 FE1354;SPC TN       -   129,310.      257,030.      MT  (+/- 180 meters Scaled)
 FE1354
 FE1354                          SUPERSEDED SURVEY CONTROL
 FE1354
 FE1354  NGVD 29 (??/??/??)  126.325  (m)          414.45   (f) ADJUSTED    2 0
 FE1354
 FE1354.Superseded values are not recommended for survey control.
 FE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1354.See file dsdata.txt to determine how the superseded data were derived.
 FE1354
 FE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE478252(NAD 83)
 FE1354_MARKER: B = BOLT
 FE1354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1354_STAMPING: A 76-1-43
 FE1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1354
 FE1354  HISTORY     - Date     Condition        Report By
 FE1354  HISTORY     - UNK      MONUMENTED       DOD
 FE1354  HISTORY     - 1957     GOOD             CGS
 FE1354
 FE1354                          STATION DESCRIPTION
 FE1354
 FE1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1354'AT ATOKA.
 FE1354'AT ATOKA, ALONG THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE SOUTHWEST
 FE1354'OF THE STATION AT ATOKA, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 FE1354'NO. 364, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 71 FEET SOUTH
 FE1354'AND ACROSS THE TRACK FROM A SWITCH POST TO SIDING LEADING
 FE1354'NORTHEAST, 37 FEET NORTH OF TELEPHONE POLE NO. 6133, 26 FEET
 FE1354'NORTH-NORTHWEST OF A 2-INCH VERTICAL STEEL PIPE WHICH PROJECTS
 FE1354'3 1/2 FEET ABOVE THE GROUND, 9 FEET NORTH OF THE CENTER LINE OF
 FE1354'A FOOT PATH AT A PIPE LINE CROSSING, 1 1/2 FEET BELOW THE LEVEL
 FE1354'OF THE TRACK, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP
 FE1354'WHICH PROJECTS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1353 ***********************************************************************
 FE1353  DESIGNATION -  A 76 1 43 CAP
 FE1353  PID         -  FE1353
 FE1353  STATE/COUNTY-  TN/TIPTON
 FE1353  USGS QUAD   -  MUNFORD (1983)
 FE1353
 FE1353                         *CURRENT SURVEY CONTROL
 FE1353  ___________________________________________________________________
 FE1353* NAD 83(1986)-  35 26 21.     (N)    089 46 42.     (W)     SCALED    
 FE1353* NAVD 88     -       127.555  (meters)     418.49   (feet)  ADJUSTED  
 FE1353  ___________________________________________________________________
 FE1353  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1353  DYNAMIC HT  -         127.443 (meters)     418.12  (feet)  COMP
 FE1353  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FE1353
 FE1353  VERT ORDER  -  SECOND    CLASS 0
 FE1353
 FE1353.The horizontal coordinates were scaled from a topographic map and have
 FE1353.an estimated accuracy of +/- 6 seconds.
 FE1353
 FE1353.The orthometric height was determined by differential leveling
 FE1353.and adjusted by the National Geodetic Survey in June 1991..
 FE1353
 FE1353.The geoid height was determined by GEOID03.
 FE1353
 FE1353.The dynamic height is computed by dividing the NAVD 88
 FE1353.geopotential number by the normal gravity value computed on the
 FE1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1353.degrees latitude (g = 980.6199 gals.).
 FE1353
 FE1353.The modeled gravity was interpolated from observed gravity values.
 FE1353
 FE1353;                    North         East    Units  Estimated Accuracy
 FE1353;SPC TN       -   129,310.      257,030.      MT  (+/- 180 meters Scaled)
 FE1353
 FE1353                          SUPERSEDED SURVEY CONTROL
 FE1353
 FE1353  NGVD 29 (??/??/??)  127.514  (m)          418.35   (f) ADJUSTED    2 0
 FE1353
 FE1353.Superseded values are not recommended for survey control.
 FE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1353.See file dsdata.txt to determine how the superseded data were derived.
 FE1353
 FE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE478252(NAD 83)
 FE1353_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1353_STAMPING: A 76-1-43
 FE1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1353
 FE1353  HISTORY     - Date     Condition        Report By
 FE1353  HISTORY     - UNK      MONUMENTED       DOD
 FE1353  HISTORY     - 1957     GOOD             CGS
 FE1353  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1353
 FE1353                          STATION DESCRIPTION
 FE1353
 FE1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1353'AT ATOKA.
 FE1353'AT ATOKA, ALONG THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE SOUTHWEST
 FE1353'OF THE STATION AT ATOKA, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 FE1353'NO. 364, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 71 FEET SOUTH
 FE1353'AND ACROSS THE TRACK FROM A SWITCH POST TO SIDING LEADING
 FE1353'NORTHEAST, 37 FEET NORTH OF TELEPHONE POLE NO. 6133, 26 FEET
 FE1353'NORTH-NORTHWEST OF A 2-INCH VERTICAL STEEL PIPE WHICH PROJECTS
 FE1353'3 1/2 FEET ABOVE THE GROUND, 9 FEET NORTH OF THE CENTER LINE
 FE1353'OF A FOOT PATH AT A PIPE LINE CROSSING, 1 1/2 FEET BELOW THE
 FE1353'LEVEL OF THE TRACK, A USE PIPE AND CAP WHICH PROJECTS 12 INCHES
 FE1353'ABOVE THE GROUND.
 FE1353
 FE1353                          STATION RECOVERY (2002)
 FE1353
 FE1353'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1363 ***********************************************************************
 FE1363  DESIGNATION -  A 76 1 44 BOLT
 FE1363  PID         -  FE1363
 FE1363  STATE/COUNTY-  TN/TIPTON
 FE1363  USGS QUAD   -  MUNFORD (1983)
 FE1363
 FE1363                         *CURRENT SURVEY CONTROL
 FE1363  ___________________________________________________________________
 FE1363* NAD 83(1986)-  35 24 47.     (N)    089 49 14.     (W)     SCALED    
 FE1363* NAVD 88     -       106.930  (meters)     350.82   (feet)  ADJUSTED  
 FE1363  ___________________________________________________________________
 FE1363  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1363  DYNAMIC HT  -         106.836 (meters)     350.51  (feet)  COMP
 FE1363  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FE1363
 FE1363  VERT ORDER  -  SECOND    CLASS 0
 FE1363
 FE1363.The horizontal coordinates were scaled from a topographic map and have
 FE1363.an estimated accuracy of +/- 6 seconds.
 FE1363
 FE1363.The orthometric height was determined by differential leveling
 FE1363.and adjusted by the National Geodetic Survey in June 1991..
 FE1363
 FE1363.The geoid height was determined by GEOID03.
 FE1363
 FE1363.The dynamic height is computed by dividing the NAVD 88
 FE1363.geopotential number by the normal gravity value computed on the
 FE1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1363.degrees latitude (g = 980.6199 gals.).
 FE1363
 FE1363.The modeled gravity was interpolated from observed gravity values.
 FE1363
 FE1363;                    North         East    Units  Estimated Accuracy
 FE1363;SPC TN       -   126,570.      253,090.      MT  (+/- 180 meters Scaled)
 FE1363
 FE1363                          SUPERSEDED SURVEY CONTROL
 FE1363
 FE1363  NGVD 29 (??/??/??)  106.903  (m)          350.73   (f) ADJUSTED    2 0
 FE1363
 FE1363.Superseded values are not recommended for survey control.
 FE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1363.See file dsdata.txt to determine how the superseded data were derived.
 FE1363
 FE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE438225(NAD 83)
 FE1363_MARKER: B = BOLT
 FE1363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1363_STAMPING: A 76-1-44
 FE1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1363
 FE1363  HISTORY     - Date     Condition        Report By
 FE1363  HISTORY     - UNK      MONUMENTED       DOD
 FE1363  HISTORY     - 1957     GOOD             CGS
 FE1363
 FE1363                          STATION DESCRIPTION
 FE1363
 FE1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1363'3.2 MI SW FROM ATOKA.
 FE1363'ABOUT 3.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1363'FROM THE STATION AT ATOKA, AT TIPTON, ABOUT 0.3 MILE SOUTHWEST
 FE1363'OF MILEPOST 367, ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF A
 FE1363'BLACK TOP ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 98 FEET
 FE1363'NORTHWEST OF A FENCE CORNER, 100 FEET SOUTHWEST OF TELEPHONE
 FE1363'POLE NO. 6246, 58 FEET NORTHEAST OF TELEPHONE POLE NO. 6247 AND
 FE1363'IN LINE WITH ROW OF POLES, 1 FOOT BELOW THE LEVEL OF THE TRACK,
 FE1363'A COPPER BOLT DIRECTLY UNDER A USE CAP AND PIPE WHICH PROJECTS
 FE1363'7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1362 ***********************************************************************
 FE1362  DESIGNATION -  A 76 1 44 CAP
 FE1362  PID         -  FE1362
 FE1362  STATE/COUNTY-  TN/TIPTON
 FE1362  USGS QUAD   -  MUNFORD (1983)
 FE1362
 FE1362                         *CURRENT SURVEY CONTROL
 FE1362  ___________________________________________________________________
 FE1362* NAD 83(1986)-  35 24 47.     (N)    089 49 14.     (W)     SCALED    
 FE1362* NAVD 88     -       108.130  (meters)     354.76   (feet)  ADJUSTED  
 FE1362  ___________________________________________________________________
 FE1362  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1362  DYNAMIC HT  -         108.036 (meters)     354.45  (feet)  COMP
 FE1362  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FE1362
 FE1362  VERT ORDER  -  SECOND    CLASS 0
 FE1362
 FE1362.The horizontal coordinates were scaled from a topographic map and have
 FE1362.an estimated accuracy of +/- 6 seconds.
 FE1362
 FE1362.The orthometric height was determined by differential leveling
 FE1362.and adjusted by the National Geodetic Survey in June 1991..
 FE1362
 FE1362.The geoid height was determined by GEOID03.
 FE1362
 FE1362.The dynamic height is computed by dividing the NAVD 88
 FE1362.geopotential number by the normal gravity value computed on the
 FE1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1362.degrees latitude (g = 980.6199 gals.).
 FE1362
 FE1362.The modeled gravity was interpolated from observed gravity values.
 FE1362
 FE1362;                    North         East    Units  Estimated Accuracy
 FE1362;SPC TN       -   126,570.      253,090.      MT  (+/- 180 meters Scaled)
 FE1362
 FE1362                          SUPERSEDED SURVEY CONTROL
 FE1362
 FE1362  NGVD 29 (??/??/??)  108.104  (m)          354.67   (f) ADJUSTED    2 0
 FE1362
 FE1362.Superseded values are not recommended for survey control.
 FE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1362.See file dsdata.txt to determine how the superseded data were derived.
 FE1362
 FE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE438225(NAD 83)
 FE1362_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1362_STAMPING: A 76-1-44
 FE1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1362
 FE1362  HISTORY     - Date     Condition        Report By
 FE1362  HISTORY     - UNK      MONUMENTED       DOD
 FE1362  HISTORY     - 1957     GOOD             CGS
 FE1362  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1362
 FE1362                          STATION DESCRIPTION
 FE1362
 FE1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1362'3.2 MI SW FROM ATOKA.
 FE1362'ABOUT 3.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1362'FROM THE STATION AT ATOKA, AT TIPTON, ABOUT 0.3 MILE SOUTHWEST
 FE1362'OF MILEPOST 367, ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF A
 FE1362'BLACK TOP ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 98 FEET
 FE1362'NORTHWEST OF A FENCE CORNER, 100 FEET SOUTHWEST OF TELEPHONE
 FE1362'POLE NO. 6246, 58 FEET NORTHEAST OF TELEPHONE POLE NO. 6247 AND
 FE1362'IN LINE WITH ROW OF POLES, 1 FOOT BELOW THE LEVEL OF THE TRACK,
 FE1362'A USE CAP AND PIPE WHICH PROJECTS 7 INCHES ABOVE THE GROUND.
 FE1362
 FE1362                          STATION RECOVERY (2002)
 FE1362
 FE1362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1362'SUSPECTED DESTROYED, GRAVEL ROAD IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1375 ***********************************************************************
 FE1375  DESIGNATION -  A 76 1 45 BOLT
 FE1375  PID         -  FE1375
 FE1375  STATE/COUNTY-  TN/SHELBY
 FE1375  USGS QUAD   -  MUNFORD (1983)
 FE1375
 FE1375                         *CURRENT SURVEY CONTROL
 FE1375  ___________________________________________________________________
 FE1375* NAD 83(1986)-  35 22 49.     (N)    089 51 36.     (W)     SCALED    
 FE1375* NAVD 88     -        98.953  (meters)     324.65   (feet)  ADJUSTED  
 FE1375  ___________________________________________________________________
 FE1375  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1375  DYNAMIC HT  -          98.866 (meters)     324.36  (feet)  COMP
 FE1375  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE1375
 FE1375  VERT ORDER  -  FIRST     CLASS I
 FE1375
 FE1375.The horizontal coordinates were scaled from a topographic map and have
 FE1375.an estimated accuracy of +/- 6 seconds.
 FE1375
 FE1375.The orthometric height was determined by differential leveling
 FE1375.and adjusted by the National Geodetic Survey in June 1991..
 FE1375.WARNING-Repeat measurements at this control monument indicate possible
 FE1375.vertical movement.
 FE1375
 FE1375.The geoid height was determined by GEOID03.
 FE1375
 FE1375.The dynamic height is computed by dividing the NAVD 88
 FE1375.geopotential number by the normal gravity value computed on the
 FE1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1375.degrees latitude (g = 980.6199 gals.).
 FE1375
 FE1375.The modeled gravity was interpolated from observed gravity values.
 FE1375
 FE1375;                    North         East    Units  Estimated Accuracy
 FE1375;SPC TN       -   123,070.      249,360.      MT  (+/- 180 meters Scaled)
 FE1375
 FE1375                          SUPERSEDED SURVEY CONTROL
 FE1375
 FE1375  NGVD 29 (??/??/??)   98.919  (m)          324.54   (f) ADJUSTED    1 1
 FE1375
 FE1375.Superseded values are not recommended for survey control.
 FE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1375.See file dsdata.txt to determine how the superseded data were derived.
 FE1375
 FE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE401189(NAD 83)
 FE1375_MARKER: B = BOLT
 FE1375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1375_STAMPING: A 76-1-45
 FE1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1375
 FE1375  HISTORY     - Date     Condition        Report By
 FE1375  HISTORY     - UNK      MONUMENTED       DOD
 FE1375  HISTORY     - 1974     POOR             NGS
 FE1375
 FE1375                          STATION DESCRIPTION
 FE1375
 FE1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1375'AT KERRVILLE.
 FE1375'AT KERRVILLE, 0.1 MILE SOUTHWEST OF THE CROSSING OF RENTER ROAD
 FE1375'(PAVED) AND ILLINOIS CENTRAL RAILROAD, 33 FEET NORTHWEST OF THE
 FE1375'NORTHWEST RAIL OF THE NORTHWEST TRACK, 156 FEET NORTHEAST OF A
 FE1375'SIGNAL CONTROL BOX, 239 FEET SOUTHWEST OF THE WEST CORNER OF
 FE1375'TELEPHONE BOOTH, 25 FEET NORTH-NORTHWEST OF THE FOURTH TELEPHONE
 FE1375'POLE SOUTHWEST OF ROAD CROSSING, 17 FEET NORTHWEST OF A SWITCH
 FE1375'STAND, A USE BOLT DIRECTLY UNDER A PIPE AND CAP WHICH PROJECTS
 FE1375'12-INCHES ABOVE GROUND, 3 FEET BELOW LEVEL OF THE RAILS.
 FE1375'NOTE-- PIPE BENT AND LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1374 ***********************************************************************
 FE1374  DESIGNATION -  A 76 1 45 CAP
 FE1374  PID         -  FE1374
 FE1374  STATE/COUNTY-  TN/SHELBY
 FE1374  USGS QUAD   -  MUNFORD (1983)
 FE1374
 FE1374                         *CURRENT SURVEY CONTROL
 FE1374  ___________________________________________________________________
 FE1374* NAD 83(1986)-  35 22 49.     (N)    089 51 36.     (W)     SCALED    
 FE1374* NAVD 88     -       100.154  (meters)     328.59   (feet)  ADJUSTED  
 FE1374  ___________________________________________________________________
 FE1374  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1374  DYNAMIC HT  -         100.066 (meters)     328.30  (feet)  COMP
 FE1374  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE1374
 FE1374  VERT ORDER  -  SECOND    CLASS 0
 FE1374
 FE1374.The horizontal coordinates were scaled from a topographic map and have
 FE1374.an estimated accuracy of +/- 6 seconds.
 FE1374
 FE1374.The orthometric height was determined by differential leveling
 FE1374.and adjusted by the National Geodetic Survey in June 1991..
 FE1374
 FE1374.The geoid height was determined by GEOID03.
 FE1374
 FE1374.The dynamic height is computed by dividing the NAVD 88
 FE1374.geopotential number by the normal gravity value computed on the
 FE1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1374.degrees latitude (g = 980.6199 gals.).
 FE1374
 FE1374.The modeled gravity was interpolated from observed gravity values.
 FE1374
 FE1374;                    North         East    Units  Estimated Accuracy
 FE1374;SPC TN       -   123,070.      249,360.      MT  (+/- 180 meters Scaled)
 FE1374
 FE1374                          SUPERSEDED SURVEY CONTROL
 FE1374
 FE1374  NGVD 29 (??/??/??)  100.128  (m)          328.50   (f) ADJUSTED    2 0
 FE1374
 FE1374.Superseded values are not recommended for survey control.
 FE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1374.See file dsdata.txt to determine how the superseded data were derived.
 FE1374
 FE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE401189(NAD 83)
 FE1374_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1374_STAMPING: A 76-1-45
 FE1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1374
 FE1374  HISTORY     - Date     Condition        Report By
 FE1374  HISTORY     - UNK      MONUMENTED       DOD
 FE1374  HISTORY     - 1957     GOOD             CGS
 FE1374  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1374
 FE1374                          STATION DESCRIPTION
 FE1374
 FE1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1374'3.2 MI NE FROM MILLINGTON.
 FE1374'ABOUT 3.25 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1374'FROM THE STATION AT MILLINGTON, AT KERRVILLE, 34 FEET NORTHWEST
 FE1374'OF THE NORTHWEST RAIL, 239 FEET SOUTHWEST OF THE WEST CORNER
 FE1374'OF THE KERRVILLE FLAG STATION, 25 FEET NORTH-NORTHWEST OF THE
 FE1374'4TH TELEPHONE POLE SOUTHWEST OF A ROAD CROSSING, 27 FEET
 FE1374'NORTHWEST OF A SWITCH POST TO A SIDING LEADING NORTHEAST, 3 FEET
 FE1374'BELOW THE LEVEL OF THE TRACKS, A PIPE AND CAP WHICH PROJECTS 12
 FE1374'INCHES ABOVE THE GROUND.
 FE1374
 FE1374                          STATION RECOVERY (1992)
 FE1374
 FE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1374'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1399 ***********************************************************************
 FE1399  DESIGNATION -  A 76 1 47 BOLT
 FE1399  PID         -  FE1399
 FE1399  STATE/COUNTY-  TN/SHELBY
 FE1399  USGS QUAD   -  MILLINGTON (1997)
 FE1399
 FE1399                         *CURRENT SURVEY CONTROL
 FE1399  ___________________________________________________________________
 FE1399* NAD 83(1986)-  35 17 59.     (N)    089 55 38.     (W)     SCALED    
 FE1399* NAVD 88     -        83.230  (meters)     273.06   (feet)  ADJUSTED  
 FE1399  ___________________________________________________________________
 FE1399  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1399  DYNAMIC HT  -          83.156 (meters)     272.82  (feet)  COMP
 FE1399  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1399
 FE1399  VERT ORDER  -  SECOND    CLASS 0
 FE1399
 FE1399.The horizontal coordinates were scaled from a topographic map and have
 FE1399.an estimated accuracy of +/- 6 seconds.
 FE1399
 FE1399.The orthometric height was determined by differential leveling
 FE1399.and adjusted by the National Geodetic Survey in June 1991..
 FE1399
 FE1399.The geoid height was determined by GEOID03.
 FE1399
 FE1399.The dynamic height is computed by dividing the NAVD 88
 FE1399.geopotential number by the normal gravity value computed on the
 FE1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1399.degrees latitude (g = 980.6199 gals.).
 FE1399
 FE1399.The modeled gravity was interpolated from observed gravity values.
 FE1399
 FE1399;                    North         East    Units  Estimated Accuracy
 FE1399;SPC TN       -   114,390.      242,900.      MT  (+/- 180 meters Scaled)
 FE1399
 FE1399                          SUPERSEDED SURVEY CONTROL
 FE1399
 FE1399  NGVD 29 (??/??/??)   83.210  (m)          273.00   (f) ADJUSTED    2 0
 FE1399
 FE1399.Superseded values are not recommended for survey control.
 FE1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1399.See file dsdata.txt to determine how the superseded data were derived.
 FE1399
 FE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE338102(NAD 83)
 FE1399_MARKER: B = BOLT
 FE1399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1399_STAMPING: A 76-1-47
 FE1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1399
 FE1399  HISTORY     - Date     Condition        Report By
 FE1399  HISTORY     - UNK      MONUMENTED       DOD
 FE1399  HISTORY     - 1957     GOOD             CGS
 FE1399
 FE1399                          STATION DESCRIPTION
 FE1399
 FE1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1399'3 MI NE FROM WOODSTOCK.
 FE1399'ABOUT 3.05 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1399'FROM THE STATION AT WOODSTOCK, AT LUCY, 23 3/4 FEET SOUTHEAST
 FE1399'OF THE SOUTHEAST RAIL OF THE NORTH BOUND TRACK, 383 FEET SOUTH
 FE1399'OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING THE TRACK,
 FE1399'42 FEET WEST OF THE WEST CORNER OF A WHITE FRAME HOUSE, 38 1/2
 FE1399'FEET NORTH OF THE NORTH CORNER OF A SMALL HOUSE COVERED WITH RED
 FE1399'TAR PAPER, 36 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 6638,
 FE1399'ABOUT LEVEL WITH THE TRACK, A USE DISK ON TOP OF A 3 1/2 INCH
 FE1399'IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND AND SET DIRECTLY
 FE1399'OVER A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1398 ***********************************************************************
 FE1398  DESIGNATION -  A 76 1 47 CAP
 FE1398  PID         -  FE1398
 FE1398  STATE/COUNTY-  TN/SHELBY
 FE1398  USGS QUAD   -  MILLINGTON (1997)
 FE1398
 FE1398                         *CURRENT SURVEY CONTROL
 FE1398  ___________________________________________________________________
 FE1398* NAD 83(1986)-  35 17 59.     (N)    089 55 38.     (W)     SCALED    
 FE1398* NAVD 88     -        84.415  (meters)     276.95   (feet)  ADJUSTED  
 FE1398  ___________________________________________________________________
 FE1398  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1398  DYNAMIC HT  -          84.340 (meters)     276.71  (feet)  COMP
 FE1398  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1398
 FE1398  VERT ORDER  -  SECOND    CLASS 0
 FE1398
 FE1398.The horizontal coordinates were scaled from a topographic map and have
 FE1398.an estimated accuracy of +/- 6 seconds.
 FE1398
 FE1398.The orthometric height was determined by differential leveling
 FE1398.and adjusted by the National Geodetic Survey in June 1991..
 FE1398
 FE1398.The geoid height was determined by GEOID03.
 FE1398
 FE1398.The dynamic height is computed by dividing the NAVD 88
 FE1398.geopotential number by the normal gravity value computed on the
 FE1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1398.degrees latitude (g = 980.6199 gals.).
 FE1398
 FE1398.The modeled gravity was interpolated from observed gravity values.
 FE1398
 FE1398;                    North         East    Units  Estimated Accuracy
 FE1398;SPC TN       -   114,390.      242,900.      MT  (+/- 180 meters Scaled)
 FE1398
 FE1398                          SUPERSEDED SURVEY CONTROL
 FE1398
 FE1398  NGVD 29 (??/??/??)   84.393  (m)          276.88   (f) ADJUSTED    2 0
 FE1398
 FE1398.Superseded values are not recommended for survey control.
 FE1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1398.See file dsdata.txt to determine how the superseded data were derived.
 FE1398
 FE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE338102(NAD 83)
 FE1398_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1398_STAMPING: A 76-1-47
 FE1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1398
 FE1398  HISTORY     - Date     Condition        Report By
 FE1398  HISTORY     - UNK      MONUMENTED       DOD
 FE1398  HISTORY     - 1957     GOOD             CGS
 FE1398  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1398
 FE1398                          STATION DESCRIPTION
 FE1398
 FE1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1398'3 MI NE FROM WOODSTOCK.
 FE1398'ABOUT 3.05 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1398'FROM THE STATION AT WOODSTOCK, AT LUCY, 23 3/4 FEET SOUTHEAST
 FE1398'OF THE SOUTHEAST RAIL OF THE NORTH BOUND TRACK, 383 FEET SOUTH
 FE1398'OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING THE TRACK,
 FE1398'42 FEET WEST OF THE WEST CORNER OF A WHITE FRAME HOUSE, 38 1/2
 FE1398'FEET NORTH OF THE NORTH CORNER OF A SMALL HOUSE COVERED WITH RED
 FE1398'TAR PAPER, 36 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 6638,
 FE1398'ABOUT LEVEL WITH THE TRACK, A USE DISK ON TOP OF A 3 1/2 INCH
 FE1398'IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND.
 FE1398
 FE1398                          STATION RECOVERY (2002)
 FE1398
 FE1398'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1398'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1411 ***********************************************************************
 FE1411  DESIGNATION -  A 76.1 48
 FE1411  PID         -  FE1411
 FE1411  STATE/COUNTY-  TN/SHELBY
 FE1411  USGS QUAD   -  MILLINGTON (1997)
 FE1411
 FE1411                         *CURRENT SURVEY CONTROL
 FE1411  ___________________________________________________________________
 FE1411* NAD 83(1986)-  35 16 10.     (N)    089 58 01.     (W)     SCALED    
 FE1411* NAVD 88     -        73.222  (meters)     240.23   (feet)  ADJUSTED  
 FE1411  ___________________________________________________________________
 FE1411  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1411  DYNAMIC HT  -          73.157 (meters)     240.02  (feet)  COMP
 FE1411  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FE1411
 FE1411  VERT ORDER  -  SECOND    CLASS 0
 FE1411
 FE1411.The horizontal coordinates were scaled from a topographic map and have
 FE1411.an estimated accuracy of +/- 6 seconds.
 FE1411
 FE1411.The orthometric height was determined by differential leveling
 FE1411.and adjusted by the National Geodetic Survey in June 1991..
 FE1411
 FE1411.The geoid height was determined by GEOID03.
 FE1411
 FE1411.The dynamic height is computed by dividing the NAVD 88
 FE1411.geopotential number by the normal gravity value computed on the
 FE1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1411.degrees latitude (g = 980.6199 gals.).
 FE1411
 FE1411.The modeled gravity was interpolated from observed gravity values.
 FE1411
 FE1411;                    North         East    Units  Estimated Accuracy
 FE1411;SPC TN       -   111,180.      239,160.      MT  (+/- 180 meters Scaled)
 FE1411
 FE1411                          SUPERSEDED SURVEY CONTROL
 FE1411
 FE1411  NGVD 29 (??/??/??)   73.231  (m)          240.26   (f) ADJUSTED    2 0
 FE1411
 FE1411.Superseded values are not recommended for survey control.
 FE1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1411.See file dsdata.txt to determine how the superseded data were derived.
 FE1411
 FE1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE301069(NAD 83)
 FE1411_MARKER: P = PIPE CAP
 FE1411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1411_STAMPING: A 76.1-48
 FE1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1411
 FE1411  HISTORY     - Date     Condition        Report By
 FE1411  HISTORY     - UNK      MONUMENTED       DOD
 FE1411  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1411
 FE1411                          STATION DESCRIPTION
 FE1411
 FE1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1411'AT WOODSTOCK.
 FE1411'AT WOODSTOCK, SHELBY COUNTY, 12 FEET NORTH OF THE NORTH END OF
 FE1411'THE ILLINOIS CENTRAL RAILROAD STATION, 20 FEET EAST OF THE
 FE1411'CENTER LINE OF THE NORTH-BOUND MAIN TRACK, AND 3 FEET SOUTH OF
 FE1411'BENCH MARK T 68, DESCRIBED ABOVE.  A CORPS OF ENGINEERS, U.S.
 FE1411'ARMY, STANDARD CAP, STAMPED A 76.1-48 AND RIVETED ON THE TOP OF A
 FE1411'6-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1184 ***********************************************************************
 FE1184  DESIGNATION -  A 76.52 6
 FE1184  PID         -  FE1184
 FE1184  STATE/COUNTY-  TN/SHELBY
 FE1184  USGS QUAD   -  BRUNSWICK (1993)
 FE1184
 FE1184                         *CURRENT SURVEY CONTROL
 FE1184  ___________________________________________________________________
 FE1184* NAD 83(1986)-  35 15 59.     (N)    089 46 07.     (W)     SCALED    
 FE1184* NAVD 88     -        79.002  (meters)     259.19   (feet)  ADJUSTED  
 FE1184  ___________________________________________________________________
 FE1184  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1184  DYNAMIC HT  -          78.932 (meters)     258.96  (feet)  COMP
 FE1184  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FE1184
 FE1184  VERT ORDER  -  SECOND    CLASS 0
 FE1184
 FE1184.The horizontal coordinates were scaled from a topographic map and have
 FE1184.an estimated accuracy of +/- 6 seconds.
 FE1184
 FE1184.The orthometric height was determined by differential leveling
 FE1184.and adjusted by the National Geodetic Survey in June 1991..
 FE1184
 FE1184.The geoid height was determined by GEOID03.
 FE1184
 FE1184.The dynamic height is computed by dividing the NAVD 88
 FE1184.geopotential number by the normal gravity value computed on the
 FE1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1184.degrees latitude (g = 980.6199 gals.).
 FE1184
 FE1184.The modeled gravity was interpolated from observed gravity values.
 FE1184
 FE1184;                    North         East    Units  Estimated Accuracy
 FE1184;SPC TN       -   110,120.      257,180.      MT  (+/- 180 meters Scaled)
 FE1184
 FE1184                          SUPERSEDED SURVEY CONTROL
 FE1184
 FE1184  NGVD 29 (??/??/??)   78.991  (m)          259.16   (f) ADJUSTED    2 0
 FE1184
 FE1184.Superseded values are not recommended for survey control.
 FE1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1184.See file dsdata.txt to determine how the superseded data were derived.
 FE1184
 FE1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE481061(NAD 83)
 FE1184_MARKER: P = PIPE CAP
 FE1184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1184_STAMPING: A 76.52-6
 FE1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1184
 FE1184  HISTORY     - Date     Condition        Report By
 FE1184  HISTORY     - UNK      MONUMENTED       DOD
 FE1184  HISTORY     - 1935     GOOD             CGS
 FE1184  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE1184
 FE1184                          STATION DESCRIPTION
 FE1184
 FE1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1184'AT BRUNSWICK.
 FE1184'AT BRUNSWICK, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1184'RAILROAD, 2 FEET SOUTH OF BENCH MARK S 67 AS DESCRIBED ABOVE,
 FE1184'AND 40 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A CORPS
 FE1184'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED A 76.52-6 AND
 FE1184'RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES ABOVE
 FE1184'GROUND.
 FE1184
 FE1184                          STATION RECOVERY (2002)
 FE1184
 FE1184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1184'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1666 ***********************************************************************
 GB1666  DESIGNATION -  A 78
 GB1666  PID         -  GB1666
 GB1666  STATE/COUNTY-  TN/OVERTON
 GB1666  USGS QUAD   -  LIVINGSTON (1986)
 GB1666
 GB1666                         *CURRENT SURVEY CONTROL
 GB1666  ___________________________________________________________________
 GB1666* NAD 83(1986)-  36 25 15.     (N)    085 17 02.     (W)     SCALED    
 GB1666* NAVD 88     -       317.715  (meters)    1042.37   (feet)  POSTED    
 GB1666  ___________________________________________________________________
 GB1666  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB1666  DYNAMIC HT  -         317.430 (meters)    1041.43  (feet)  COMP
 GB1666  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GB1666
 GB1666  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1666
 GB1666.The horizontal coordinates were scaled from a topographic map and have
 GB1666.an estimated accuracy of +/- 6 seconds.
 GB1666
 GB1666.The orthometric height was determined by differential leveling
 GB1666.and adjusted by the National Geodetic Survey in 1992..
 GB1666.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1666.rate of 1.1 thru 2.0 mm/km.
 GB1666
 GB1666.The geoid height was determined by GEOID03.
 GB1666
 GB1666.The dynamic height is computed by dividing the NAVD 88
 GB1666.geopotential number by the normal gravity value computed on the
 GB1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1666.degrees latitude (g = 980.6199 gals.).
 GB1666
 GB1666.The modeled gravity was interpolated from observed gravity values.
 GB1666
 GB1666;                    North         East    Units  Estimated Accuracy
 GB1666;SPC TN       -   231,850.      664,220.      MT  (+/- 180 meters Scaled)
 GB1666
 GB1666                          SUPERSEDED SURVEY CONTROL
 GB1666
 GB1666  NGVD 29 (??/??/92)  317.802  (m)         1042.66   (f) ADJ UNCH    2 0
 GB1666
 GB1666.Superseded values are not recommended for survey control.
 GB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1666.See file dsdata.txt to determine how the superseded data were derived.
 GB1666
 GB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF538319(NAD 83)
 GB1666_MARKER: DB = BENCH MARK DISK
 GB1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1666_STAMPING: A 78 1935
 GB1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1666+STABILITY: SURFACE MOTION
 GB1666
 GB1666  HISTORY     - Date     Condition        Report By
 GB1666  HISTORY     - 1935     MONUMENTED       CGS
 GB1666
 GB1666                          STATION DESCRIPTION
 GB1666
 GB1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1666'3.7 MI SW FROM MONROE.
 GB1666'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1666'AT MONROE, OVERTON COUNTY, ABOUT 300 YARDS SOUTH OF A SMALL
 GB1666'SCHOOLHOUSE, ABOUT 170 YARDS NORTH OF A TWO-STORY FRAME DWELLING
 GB1666'OWNED BY JIM WALKER, ABOUT 30 FEET WEST OF THE CENTERLINE OF THE
 GB1666'HIGHWAY, 2 FEET EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A
 GB1666'STANDARD DISK, STAMPED A 78 1935 AND SET IN THE TOP OF A CONCRETE
 GB1666'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1189 ***********************************************************************
 FE1189  DESIGNATION -  A 79 3
 FE1189  PID         -  FE1189
 FE1189  STATE/COUNTY-  TN/SHELBY
 FE1189  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1189
 FE1189                         *CURRENT SURVEY CONTROL
 FE1189  ___________________________________________________________________
 FE1189* NAD 83(1986)-  35 11 25.     (N)    089 53 25.     (W)     SCALED    
 FE1189* NAVD 88     -        78.366  (meters)     257.11   (feet)  ADJUSTED  
 FE1189  ___________________________________________________________________
 FE1189  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1189  DYNAMIC HT  -          78.295 (meters)     256.87  (feet)  COMP
 FE1189  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FE1189
 FE1189  VERT ORDER  -  SECOND    CLASS 0
 FE1189
 FE1189.The horizontal coordinates were scaled from a topographic map and have
 FE1189.an estimated accuracy of +/- 6 seconds.
 FE1189
 FE1189.The orthometric height was determined by differential leveling
 FE1189.and adjusted by the National Geodetic Survey in June 1991..
 FE1189
 FE1189.The geoid height was determined by GEOID03.
 FE1189
 FE1189.The dynamic height is computed by dividing the NAVD 88
 FE1189.geopotential number by the normal gravity value computed on the
 FE1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1189.degrees latitude (g = 980.6199 gals.).
 FE1189
 FE1189.The modeled gravity was interpolated from observed gravity values.
 FE1189
 FE1189;                    North         East    Units  Estimated Accuracy
 FE1189;SPC TN       -   102,120.      245,780.      MT  (+/- 180 meters Scaled)
 FE1189
 FE1189                          SUPERSEDED SURVEY CONTROL
 FE1189
 FE1189  NGVD 29 (??/??/??)   78.356  (m)          257.07   (f) ADJUSTED    2 0
 FE1189
 FE1189.Superseded values are not recommended for survey control.
 FE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1189.See file dsdata.txt to determine how the superseded data were derived.
 FE1189
 FE1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD368979(NAD 83)
 FE1189_MARKER: P = PIPE CAP
 FE1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1189_STAMPING: A 79-3
 FE1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1189
 FE1189  HISTORY     - Date     Condition        Report By
 FE1189  HISTORY     - UNK      MONUMENTED       DOD
 FE1189  HISTORY     - 1956     GOOD             CGS
 FE1189  HISTORY     - 20021015 POOR             USACE
 FE1189
 FE1189                          STATION DESCRIPTION
 FE1189
 FE1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1189'1.6 MI SW FROM BARTLETT.
 FE1189'ABOUT 1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE1189'RAILROAD FROM THE CROSSING OF STAGE ROAD AT BARTLETT, AT CROSSING
 FE1189'OF RALEIGH-LA GRANGE ROAD (BLACK TOP ROAD NORTHWEST-SOUTHEAST),
 FE1189'7 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 13 FEET NORTHEAST
 FE1189'OF CENTER LINE OF ROAD, 5 FEET WEST OF CROSSING WARNING SIGN,
 FE1189'ABOUT LEVEL WITH TRACK AND PROJECTING 1 INCH.  NOTE-- THIS MARK
 FE1189'WAS ORIGINALLY DESIGNATED AS A 67 - 3 (U.S.E.) HOWEVER, IT IS
 FE1189'STAMPED AS SHOWN ABOVE.
 FE1189
 FE1189                          STATION RECOVERY (2002)
 FE1189
 FE1189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1189'MARK DESTROYED DUE TO ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1000 ***********************************************************************
 FC1000  DESIGNATION -  A 8 RESET
 FC1000  PID         -  FC1000
 FC1000  STATE/COUNTY-  TN/WHITE
 FC1000  USGS QUAD   -  SPARTA (1979)
 FC1000
 FC1000                         *CURRENT SURVEY CONTROL
 FC1000  ___________________________________________________________________
 FC1000* NAD 83(1986)-  35 55 15.     (N)    085 24 12.     (W)     SCALED    
 FC1000* NAVD 88     -       407.44   (meters)    1336.7    (feet)  RESET     
 FC1000  ___________________________________________________________________
 FC1000  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1000
 FC1000  VERT ORDER  -  THIRD
 FC1000
 FC1000.The horizontal coordinates were scaled from a topographic map and have
 FC1000.an estimated accuracy of +/- 6 seconds.
 FC1000
 FC1000.The orthometric height was computed from unverified reset data.
 FC1000
 FC1000.The geoid height was determined by GEOID03.
 FC1000
 FC1000;                    North         East    Units  Estimated Accuracy
 FC1000;SPC TN       -   176,300.      653,850.      MT  (+/- 180 meters Scaled)
 FC1000
 FC1000                          SUPERSEDED SURVEY CONTROL
 FC1000
 FC1000.No superseded survey control is available for this station.
 FC1000
 FC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE440763(NAD 83)
 FC1000_MARKER: DB = BENCH MARK DISK
 FC1000_SETTING: 66 = SET IN ROCK OUTCROP
 FC1000_SP_SET: ROCK LEDGE
 FC1000_STAMPING: A 8 RESET 1961
 FC1000_MARK LOGO: TNDT  
 FC1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1000+STABILITY: POSITION/ELEVATION WELL
 FC1000
 FC1000  HISTORY     - Date     Condition        Report By
 FC1000  HISTORY     - 1961     MONUMENTED       TNDT
 FC1000
 FC1000                          STATION DESCRIPTION
 FC1000
 FC1000'DESCRIBED BY TN DEPT OF TRANSP 1961
 FC1000'3.6 MI SW FROM BON AIR.
 FC1000'THIS MARK IS LOCATED ABOUT 3.6 MILES SOUTHWEST ALONG THE NASHVILLE,
 FC1000'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION AT BON-AIR,
 FC1000'ABOUT 320 FEET NORTHWEST OF ROCK HOUSE AND IN A ROCK LEDGE,
 FC1000'ABOUT 117 FEET DUE NORTH OF THE CENTERLINE OF NEW U.S. HIGHWAY
 FC1000'70 SOUTH, ABOUT 90 FEET SOUTHEAST OF FRAME RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0175 ***********************************************************************
 GC0175  DESIGNATION -  A 80
 GC0175  PID         -  GC0175
 GC0175  STATE/COUNTY-  TN/WILSON
 GC0175  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0175
 GC0175                         *CURRENT SURVEY CONTROL
 GC0175  ___________________________________________________________________
 GC0175* NAD 83(1986)-  36 07 32.     (N)    086 04 43.     (W)     SCALED    
 GC0175* NAVD 88     -       214.716  (meters)     704.45   (feet)  ADJUSTED  
 GC0175  ___________________________________________________________________
 GC0175  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0175  DYNAMIC HT  -         214.532 (meters)     703.84  (feet)  COMP
 GC0175  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC0175
 GC0175  VERT ORDER  -  SECOND    CLASS 0
 GC0175
 GC0175.The horizontal coordinates were scaled from a topographic map and have
 GC0175.an estimated accuracy of +/- 6 seconds.
 GC0175
 GC0175.The orthometric height was determined by differential leveling
 GC0175.and adjusted by the National Geodetic Survey in June 1991..
 GC0175
 GC0175.The geoid height was determined by GEOID03.
 GC0175
 GC0175.The dynamic height is computed by dividing the NAVD 88
 GC0175.geopotential number by the normal gravity value computed on the
 GC0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0175.degrees latitude (g = 980.6199 gals.).
 GC0175
 GC0175.The modeled gravity was interpolated from observed gravity values.
 GC0175
 GC0175;                    North         East    Units  Estimated Accuracy
 GC0175;SPC TN       -   198,850.      592,920.      MT  (+/- 180 meters Scaled)
 GC0175
 GC0175                          SUPERSEDED SURVEY CONTROL
 GC0175
 GC0175  NGVD 29 (??/??/92)  214.769  (m)          704.62   (f) ADJ UNCH    2 0
 GC0175
 GC0175.Superseded values are not recommended for survey control.
 GC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0175.See file dsdata.txt to determine how the superseded data were derived.
 GC0175
 GC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE829982(NAD 83)
 GC0175_MARKER: DB = BENCH MARK DISK
 GC0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0175_STAMPING: A 80 1935
 GC0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0175+STABILITY: SURFACE MOTION
 GC0175
 GC0175  HISTORY     - Date     Condition        Report By
 GC0175  HISTORY     - 1935     MONUMENTED       CGS
 GC0175
 GC0175                          STATION DESCRIPTION
 GC0175
 GC0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0175'4.2 MI NE FROM WATERTOWN.
 GC0175'4.2 MILES NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0175'STATION AT WATERTOWN, WILSON COUNTY, 10 RAILS NORTHEAST OF
 GC0175'MILEPOST 49, 50 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 GC0175'ROAD, 22 FEET NORTHWEST OF THE NORTHWEST RAIL, 7 FEET SOUTHEAST
 GC0175'OF A WIRE FENCE, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 GC0175'DISK, STAMPED A 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0311 ***********************************************************************
 FF0311  DESIGNATION -  A 80 46 9 BOLT
 FF0311  PID         -  FF0311
 FF0311  STATE/COUNTY-  TN/SHELBY
 FF0311  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0311
 FF0311                         *CURRENT SURVEY CONTROL
 FF0311  ___________________________________________________________________
 FF0311* NAD 83(1986)-  35 14 15.     (N)    090 03 07.     (W)     SCALED    
 FF0311* NAVD 88     -        67.909  (meters)     222.80   (feet)  ADJUSTED  
 FF0311  ___________________________________________________________________
 FF0311  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0311  DYNAMIC HT  -          67.848 (meters)     222.60  (feet)  COMP
 FF0311  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0311
 FF0311  VERT ORDER  -  FIRST     CLASS II
 FF0311
 FF0311.The horizontal coordinates were scaled from a topographic map and have
 FF0311.an estimated accuracy of +/- 6 seconds.
 FF0311
 FF0311.The orthometric height was determined by differential leveling
 FF0311.and adjusted by the National Geodetic Survey in June 1991..
 FF0311
 FF0311.The geoid height was determined by GEOID03.
 FF0311
 FF0311.The dynamic height is computed by dividing the NAVD 88
 FF0311.geopotential number by the normal gravity value computed on the
 FF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0311.degrees latitude (g = 980.6199 gals.).
 FF0311
 FF0311.The modeled gravity was interpolated from observed gravity values.
 FF0311
 FF0311;                    North         East    Units  Estimated Accuracy
 FF0311;SPC TN       -   107,950.      231,280.      MT  (+/- 180 meters Scaled)
 FF0311
 FF0311                          SUPERSEDED SURVEY CONTROL
 FF0311
 FF0311  NGVD 29 (??/??/??)   67.872  (m)          222.68   (f) ADJUSTED    1 2
 FF0311
 FF0311.Superseded values are not recommended for survey control.
 FF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0311.See file dsdata.txt to determine how the superseded data were derived.
 FF0311
 FF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682033(NAD 83)
 FF0311_MARKER: B = BOLT
 FF0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0311_STAMPING: A-80-46-9
 FF0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0311
 FF0311  HISTORY     - Date     Condition        Report By
 FF0311  HISTORY     - UNK      MONUMENTED       DOD
 FF0311  HISTORY     - 1957     GOOD             CGS
 FF0311  HISTORY     - 19970912 MARK NOT FOUND   TN1620
 FF0311
 FF0311                          STATION DESCRIPTION
 FF0311
 FF0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0311'3.4 MI NW FROM FRAYSER.
 FF0311'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0311'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0311'ALONG MARSH ROAD, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG
 FF0311'BENJESTOWN ROAD, ABOUT 0.75 MILE NORTHWEST OF THE WEST END OF
 FF0311'THE BENJESTOWN ROAD BRIDGE OVER THE LOOSAHATCHIE RIVER, ABOUT
 FF0311'195 FEET EAST OF BENCH MARK K-88, 227 FEET EAST OF THE CENTER
 FF0311'LINE OF BENJESTOWN ROAD, 120 3/4 FEET EAST OF THE NORTHEAST
 FF0311'CORNER OF THE NORTH MOST WHITE FRAME HOUSE OF TWO, 164 FEET
 FF0311'SOUTH-SOUTHWEST OF POWER LINE POLE NO. 68208, 18 FEET
 FF0311'NORTH-NORTHEAST OF A 12-INCH BIRCH TREE, 15 FEET SOUTHEAST OF A
 FF0311'24-INCH ELM TREE AND IN A PASTURE, A COPPER BOLT DIRECTLY UNDER
 FF0311'A USE PIPE AND CAP WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
 FF0311
 FF0311                          STATION RECOVERY (1997)
 FF0311
 FF0311'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0312 ***********************************************************************
 FF0312  DESIGNATION -  A 80 46 9 CAP
 FF0312  PID         -  FF0312
 FF0312  STATE/COUNTY-  TN/SHELBY
 FF0312  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0312
 FF0312                         *CURRENT SURVEY CONTROL
 FF0312  ___________________________________________________________________
 FF0312* NAD 83(1986)-  35 14 15.     (N)    090 03 07.     (W)     SCALED    
 FF0312* NAVD 88     -        69.088  (meters)     226.67   (feet)  ADJUSTED  
 FF0312  ___________________________________________________________________
 FF0312  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0312  DYNAMIC HT  -          69.026 (meters)     226.46  (feet)  COMP
 FF0312  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0312
 FF0312  VERT ORDER  -  FIRST     CLASS II
 FF0312
 FF0312.The horizontal coordinates were scaled from a topographic map and have
 FF0312.an estimated accuracy of +/- 6 seconds.
 FF0312
 FF0312.The orthometric height was determined by differential leveling
 FF0312.and adjusted by the National Geodetic Survey in June 1991..
 FF0312
 FF0312.The geoid height was determined by GEOID03.
 FF0312
 FF0312.The dynamic height is computed by dividing the NAVD 88
 FF0312.geopotential number by the normal gravity value computed on the
 FF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0312.degrees latitude (g = 980.6199 gals.).
 FF0312
 FF0312.The modeled gravity was interpolated from observed gravity values.
 FF0312
 FF0312;                    North         East    Units  Estimated Accuracy
 FF0312;SPC TN       -   107,950.      231,280.      MT  (+/- 180 meters Scaled)
 FF0312
 FF0312                          SUPERSEDED SURVEY CONTROL
 FF0312
 FF0312  NGVD 29 (??/??/??)   69.051  (m)          226.54   (f) ADJUSTED    1 2
 FF0312
 FF0312.Superseded values are not recommended for survey control.
 FF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0312.See file dsdata.txt to determine how the superseded data were derived.
 FF0312
 FF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682033(NAD 83)
 FF0312_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0312_STAMPING: A-80-46-9
 FF0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0312
 FF0312  HISTORY     - Date     Condition        Report By
 FF0312  HISTORY     - UNK      MONUMENTED       DOD
 FF0312  HISTORY     - 1957     GOOD             CGS
 FF0312
 FF0312                          STATION DESCRIPTION
 FF0312
 FF0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0312'3.4 MI NW FROM FRAYSER.
 FF0312'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0312'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0312'ALONG MARSH ROAD, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG
 FF0312'BENJESTOWN ROAD, ABOUT 0.75 MILE NORTHWEST OF THE WEST END OF THE
 FF0312'BENJESTOWN ROAD BRIDGE OVER THE LOOSAHATCHIE RIVER, ABOUT 195
 FF0312'FEET EAST OF BENCH MARK K-88, 227 FEET EAST OF THE CENTER LINE
 FF0312'OF BENJESTOWN ROAD, 120 3/4 FEET EAST OF THE NORTHEAST CORNER
 FF0312'OF THE NORTH MOST WHITE FRAME HOUSE OF TWO, 164 FEET
 FF0312'SOUTH-SOUTHWEST OF POWER LINE POLE NO. 68208, 18 FEET
 FF0312'NORTH-NORTHEAST OF A 12-INCH BIRCH TREE, 15 FEET SOUTHEAST OF A
 FF0312'24-INCH ELM TREE AND IN A PASTURE, A USE PIPE AND CAP WHICH
 FF0312'PROJECTS 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0468 ***********************************************************************
 FF0468  DESIGNATION -  A 80 6
 FF0468  PID         -  FF0468
 FF0468  STATE/COUNTY-  TN/SHELBY
 FF0468  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0468
 FF0468                         *CURRENT SURVEY CONTROL
 FF0468  ___________________________________________________________________
 FF0468* NAD 83(1986)-  35 05 13.     (N)    090 01 29.     (W)     SCALED    
 FF0468* NAVD 88     -        78.898  (meters)     258.85   (feet)  ADJUSTED  
 FF0468  ___________________________________________________________________
 FF0468  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0468  DYNAMIC HT  -          78.826 (meters)     258.62  (feet)  COMP
 FF0468  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FF0468
 FF0468  VERT ORDER  -  FIRST     CLASS II
 FF0468
 FF0468.The horizontal coordinates were scaled from a topographic map and have
 FF0468.an estimated accuracy of +/- 6 seconds.
 FF0468
 FF0468.The orthometric height was determined by differential leveling
 FF0468.and adjusted by the National Geodetic Survey in June 1991..
 FF0468
 FF0468.The geoid height was determined by GEOID03.
 FF0468
 FF0468.The dynamic height is computed by dividing the NAVD 88
 FF0468.geopotential number by the normal gravity value computed on the
 FF0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0468.degrees latitude (g = 980.6199 gals.).
 FF0468
 FF0468.The modeled gravity was interpolated from observed gravity values.
 FF0468
 FF0468;                    North         East    Units  Estimated Accuracy
 FF0468;SPC TN       -    91,160.      233,070.      MT  (+/- 180 meters Scaled)
 FF0468
 FF0468                          SUPERSEDED SURVEY CONTROL
 FF0468
 FF0468  NGVD 29 (??/??/??)   78.866  (m)          258.75   (f) ADJUSTED    1 2
 FF0468
 FF0468.Superseded values are not recommended for survey control.
 FF0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0468.See file dsdata.txt to determine how the superseded data were derived.
 FF0468
 FF0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712867(NAD 83)
 FF0468_MARKER: DD = SURVEY DISK
 FF0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0468_SP_SET: OVERPASS
 FF0468_STAMPING: A 80-6
 FF0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0468+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0468
 FF0468  HISTORY     - Date     Condition        Report By
 FF0468  HISTORY     - UNK      MONUMENTED       DOD
 FF0468  HISTORY     - 1956     GOOD             CGS
 FF0468  HISTORY     - 1990     GOOD             USPSQD
 FF0468  HISTORY     - 19950316 GOOD             TN1620
 FF0468  HISTORY     - 20021030 GOOD             USACE
 FF0468
 FF0468                          STATION DESCRIPTION
 FF0468
 FF0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0468'AT MEMPHIS.
 FF0468'AT MEMPHIS, ABOUT 2.1 MILES EAST ALONG MALLORY AVENUE FROM THE
 FF0468'INTERSECTION OF FLORIDA STREET, ABOUT 30 YARDS SOUTH OF THE
 FF0468'JUNCTION OF MALLORY AVENUE, MISSISSIPPI STREET AND OLD HERNANDO
 FF0468'ROAD, AT THE OVERPASS OF THE ILLINOIS CENTRAL RAILROAD OVER
 FF0468'OLD HERNANDO ROAD, AT THE OVERPASS OF THE ILLINOIS CENTRAL
 FF0468'RAILROAD OVER OLD HERNANDO ROAD, IN THE TOP OF THE NORTHEAST
 FF0468'END OF NORTHWEST HEAD WALL OF OVERPASS, 6 FEET NORTHWEST OF
 FF0468'NORTHWEST RAIL OF NORTHWEST TRACK, 1 1/2 FEET SOUTHWEST OF
 FF0468'NORTHEAST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF
 FF0468'TRACK.
 FF0468
 FF0468                          STATION RECOVERY (1990)
 FF0468
 FF0468'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0468'RECOVERED IN GOOD CONDITION.
 FF0468
 FF0468                          STATION RECOVERY (1995)
 FF0468
 FF0468'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0468'RECOVERED IN GOOD CONDITION.
 FF0468
 FF0468                          STATION RECOVERY (2002)
 FF0468
 FF0468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0470 ***********************************************************************
 FF0470  DESIGNATION -  A 80 9
 FF0470  PID         -  FF0470
 FF0470  STATE/COUNTY-  TN/SHELBY
 FF0470  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0470
 FF0470                         *CURRENT SURVEY CONTROL
 FF0470  ___________________________________________________________________
 FF0470* NAD 83(1986)-  35 04 47.     (N)    090 04 44.     (W)     SCALED    
 FF0470* NAVD 88     -        67.043  (meters)     219.96   (feet)  ADJUSTED  
 FF0470  ___________________________________________________________________
 FF0470  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0470  DYNAMIC HT  -          66.981 (meters)     219.75  (feet)  COMP
 FF0470  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 FF0470
 FF0470  VERT ORDER  -  FIRST     CLASS I
 FF0470
 FF0470.The horizontal coordinates were scaled from a topographic map and have
 FF0470.an estimated accuracy of +/- 6 seconds.
 FF0470
 FF0470.The orthometric height was determined by differential leveling
 FF0470.and adjusted by the National Geodetic Survey in June 1991..
 FF0470
 FF0470.The geoid height was determined by GEOID03.
 FF0470
 FF0470.The dynamic height is computed by dividing the NAVD 88
 FF0470.geopotential number by the normal gravity value computed on the
 FF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0470.degrees latitude (g = 980.6199 gals.).
 FF0470
 FF0470.The modeled gravity was interpolated from observed gravity values.
 FF0470
 FF0470;                    North         East    Units  Estimated Accuracy
 FF0470;SPC TN       -    90,560.      228,100.      MT  (+/- 180 meters Scaled)
 FF0470
 FF0470                          SUPERSEDED SURVEY CONTROL
 FF0470
 FF0470  NGVD 29 (??/??/??)   67.021  (m)          219.88   (f) ADJUSTED    1 1
 FF0470
 FF0470.Superseded values are not recommended for survey control.
 FF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0470.See file dsdata.txt to determine how the superseded data were derived.
 FF0470
 FF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU663857(NAD 83)
 FF0470_MARKER: DD = SURVEY DISK
 FF0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0470_SP_SET: BRIDGE ABUTMENT
 FF0470_STAMPING: A 80-9
 FF0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0470
 FF0470  HISTORY     - Date     Condition        Report By
 FF0470  HISTORY     - UNK      MONUMENTED       DOD
 FF0470  HISTORY     - 1956     GOOD             CGS
 FF0470  HISTORY     - 1976     GOOD             NGS
 FF0470  HISTORY     - 1990     GOOD             USPSQD
 FF0470  HISTORY     - 19940802 MARK NOT FOUND   TN1620
 FF0470
 FF0470                          STATION DESCRIPTION
 FF0470
 FF0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0470'1.6 MI SW FROM MEMPHIS.
 FF0470'1.55 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0470'THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.6 MILE SOUTHWEST
 FF0470'OF CROSSING OF MALLORY STREET, 157 YARDS SOUTHWEST OF MILE POST
 FF0470'4, IN THE TOP OF THE NORTHWEST END OF BRIDGE SEAT OF THE SOUTHWEST
 FF0470'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. L 4-1 OVER NONCONNAH
 FF0470'CREEK, 14 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 5 1/2 FEET
 FF0470'BELOW LEVEL OF TRACK.
 FF0470
 FF0470                          STATION RECOVERY (1976)
 FF0470
 FF0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0470'RECOVERED IN GOOD CONDITION.
 FF0470
 FF0470                          STATION RECOVERY (1990)
 FF0470
 FF0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0470'RECOVERED IN GOOD CONDITION.
 FF0470
 FF0470                          STATION RECOVERY (1994)
 FF0470
 FF0470'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1657 ***********************************************************************
 GB1657  DESIGNATION -  A 81
 GB1657  PID         -  GB1657
 GB1657  STATE/COUNTY-  TN/OVERTON
 GB1657  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1657
 GB1657                         *CURRENT SURVEY CONTROL
 GB1657  ___________________________________________________________________
 GB1657* NAD 83(1986)-  36 14 57.     (N)    085 22 59.     (W)     SCALED    
 GB1657* NAVD 88     -       303.840  (meters)     996.85   (feet)  ADJUSTED  
 GB1657  ___________________________________________________________________
 GB1657  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GB1657  DYNAMIC HT  -         303.567 (meters)     995.95  (feet)  COMP
 GB1657  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GB1657
 GB1657  VERT ORDER  -  SECOND    CLASS 0
 GB1657
 GB1657.The horizontal coordinates were scaled from a topographic map and have
 GB1657.an estimated accuracy of +/- 6 seconds.
 GB1657
 GB1657.The orthometric height was determined by differential leveling
 GB1657.and adjusted by the National Geodetic Survey in June 1991..
 GB1657
 GB1657.The geoid height was determined by GEOID03.
 GB1657
 GB1657.The dynamic height is computed by dividing the NAVD 88
 GB1657.geopotential number by the normal gravity value computed on the
 GB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1657.degrees latitude (g = 980.6199 gals.).
 GB1657
 GB1657.The modeled gravity was interpolated from observed gravity values.
 GB1657
 GB1657;                    North         East    Units  Estimated Accuracy
 GB1657;SPC TN       -   212,740.      655,450.      MT  (+/- 180 meters Scaled)
 GB1657
 GB1657                          SUPERSEDED SURVEY CONTROL
 GB1657
 GB1657  NGVD 29 (??/??/92)  303.925  (m)          997.13   (f) ADJ UNCH    2 0
 GB1657
 GB1657.Superseded values are not recommended for survey control.
 GB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1657.See file dsdata.txt to determine how the superseded data were derived.
 GB1657
 GB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF452127(NAD 83)
 GB1657_MARKER: DB = BENCH MARK DISK
 GB1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1657_STAMPING: A 81 1935
 GB1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1657+STABILITY: SURFACE MOTION
 GB1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1657+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GB1657
 GB1657  HISTORY     - Date     Condition        Report By
 GB1657  HISTORY     - 1935     MONUMENTED       CGS
 GB1657  HISTORY     - 1950     GOOD             NGS
 GB1657  HISTORY     - 1974     GOOD             TVA
 GB1657  HISTORY     - 20021121 GOOD             TNDT
 GB1657  HISTORY     - 20060911 POOR             TVA
 GB1657
 GB1657                          STATION DESCRIPTION
 GB1657
 GB1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1657'5.3 MI N FROM ALGOOD.
 GB1657'IN OVERTON COUNTY, ABOUT 5.3 MILES NORTH ALONG STATE HIGHWAY 42
 GB1657'FROM ALGOOD, PUTNAM COUNTY, ABOUT 100 YARDS SOUTH OF THE MAINARD
 GB1657'SERVICE STATION AND GENERAL STORE, 23 FEET EAST OF THE CENTERLINE
 GB1657'OF THE HIGHWAY, 1.5 FEET WEST OF A FENCE CORNER, AND ABOUT 0.5
 GB1657'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 81 1935
 GB1657'AND SET IN THE TOP OF A CONCRETE POST.
 GB1657
 GB1657                          STATION RECOVERY (1974)
 GB1657
 GB1657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 GB1657'MONUMENT SET ON SOUTH EAST SIDE OF HIGHWAY NO. 42 AT CROSS ROADS 25
 GB1657'FT. S40E FROM INT. HIGHWAY AND X ROAD AT NETHERLAND CHURCH REF. -
 GB1657'125.75 N50W TO SOUTH COR. CHURCH 119.8 N60E TO 26 IN. OAK 8.0 N85E TO
 GB1657'POWER POLE AT FENCE COR.
 GB1657
 GB1657                          STATION RECOVERY (2002)
 GB1657
 GB1657'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1657'STATION IS IN RICKMAN AT THE CORNER OF OLD HIGHWAY 42 AND NETHERLAND
 GB1657'ROAD.
 GB1657
 GB1657                          STATION RECOVERY (2006)
 GB1657
 GB1657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1657'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1994 ***********************************************************************
 GB1994  DESIGNATION -  A 82 RESET
 GB1994  PID         -  GB1994
 GB1994  STATE/COUNTY-  TN/CLAY
 GB1994  USGS QUAD   -  CELINA (1981)
 GB1994
 GB1994                         *CURRENT SURVEY CONTROL
 GB1994  ___________________________________________________________________
 GB1994* NAD 83(1986)-  36 33 01.     (N)    085 30 23.     (W)     SCALED    
 GB1994* NAVD 88     -       171.098  (meters)     561.34   (feet)  ADJUSTED  
 GB1994  ___________________________________________________________________
 GB1994  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1994  DYNAMIC HT  -         170.953 (meters)     560.87  (feet)  COMP
 GB1994  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB1994
 GB1994  VERT ORDER  -  SECOND    CLASS 0
 GB1994
 GB1994.The horizontal coordinates were scaled from a topographic map and have
 GB1994.an estimated accuracy of +/- 6 seconds.
 GB1994
 GB1994.The orthometric height was determined by differential leveling
 GB1994.and adjusted by the National Geodetic Survey in June 1991..
 GB1994
 GB1994.The geoid height was determined by GEOID03.
 GB1994
 GB1994.The dynamic height is computed by dividing the NAVD 88
 GB1994.geopotential number by the normal gravity value computed on the
 GB1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1994.degrees latitude (g = 980.6199 gals.).
 GB1994
 GB1994.The modeled gravity was interpolated from observed gravity values.
 GB1994
 GB1994;                    North         East    Units  Estimated Accuracy
 GB1994;SPC TN       -   246,090.      644,200.      MT  (+/- 180 meters Scaled)
 GB1994
 GB1994                          SUPERSEDED SURVEY CONTROL
 GB1994
 GB1994  NGVD 29 (??/??/92)  171.213  (m)          561.72   (f) ADJ UNCH    2 0
 GB1994
 GB1994.Superseded values are not recommended for survey control.
 GB1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1994.See file dsdata.txt to determine how the superseded data were derived.
 GB1994
 GB1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336460(NAD 83)
 GB1994_MARKER: DB = BENCH MARK DISK
 GB1994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1994_SP_SET: FOUNDATION
 GB1994_STAMPING: A 82 RESET 1951
 GB1994_MARK LOGO: CGS   
 GB1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1994
 GB1994  HISTORY     - Date     Condition        Report By
 GB1994  HISTORY     - 1951     MONUMENTED       CGS
 GB1994  HISTORY     - 1966     GOOD             NGS
 GB1994
 GB1994                          STATION DESCRIPTION
 GB1994
 GB1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1994'AT CELINA.
 GB1994'AT CELINA, SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION
 GB1994'OF COURT HOUSE BUILDING, 15 FEET NORTH OF SOUTHWEST CORNER OF
 GB1994'BUILDING, 6 FEET NORTH OF CENTER OF WEST ENTRANCE TO BUILDING
 GB1994'AND ABOUT 1 FOOT ABOVE GROUND.
 GB1994
 GB1994                          STATION RECOVERY (1966)
 GB1994
 GB1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0993 ***********************************************************************
 FC0993  DESIGNATION -  A 85
 FC0993  PID         -  FC0993
 FC0993  STATE/COUNTY-  TN/CUMBERLAND
 FC0993  USGS QUAD   -  CROSSVILLE (1982)
 FC0993
 FC0993                         *CURRENT SURVEY CONTROL
 FC0993  ___________________________________________________________________
 FC0993* NAD 83(1986)-  35 58 32.     (N)    085 02 38.     (W)     SCALED    
 FC0993* NAVD 88     -       536.508  (meters)    1760.19   (feet)  ADJUSTED  
 FC0993  ___________________________________________________________________
 FC0993  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC0993  DYNAMIC HT  -         536.010 (meters)    1758.56  (feet)  COMP
 FC0993  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FC0993
 FC0993  VERT ORDER  -  SECOND    CLASS 0
 FC0993
 FC0993.The horizontal coordinates were scaled from a topographic map and have
 FC0993.an estimated accuracy of +/- 6 seconds.
 FC0993
 FC0993.The orthometric height was determined by differential leveling
 FC0993.and adjusted by the National Geodetic Survey in June 1991..
 FC0993
 FC0993.The geoid height was determined by GEOID03.
 FC0993
 FC0993.The dynamic height is computed by dividing the NAVD 88
 FC0993.geopotential number by the normal gravity value computed on the
 FC0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0993.degrees latitude (g = 980.6199 gals.).
 FC0993
 FC0993.The modeled gravity was interpolated from observed gravity values.
 FC0993
 FC0993;                    North         East    Units  Estimated Accuracy
 FC0993;SPC TN       -   182,620.      686,230.      MT  (+/- 180 meters Scaled)
 FC0993
 FC0993                          SUPERSEDED SURVEY CONTROL
 FC0993
 FC0993  NGVD 29 (??/??/92)  536.565  (m)         1760.38   (f) ADJ UNCH    2 0
 FC0993
 FC0993.Superseded values are not recommended for survey control.
 FC0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0993.See file dsdata.txt to determine how the superseded data were derived.
 FC0993
 FC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE763830(NAD 83)
 FC0993_MARKER: DB = BENCH MARK DISK
 FC0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0993_STAMPING: A 85 1935
 FC0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0993+STABILITY: SURFACE MOTION
 FC0993
 FC0993  HISTORY     - Date     Condition        Report By
 FC0993  HISTORY     - 1935     MONUMENTED       CGS
 FC0993  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC0993
 FC0993                          STATION DESCRIPTION
 FC0993
 FC0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FC0993'2.1 MI NW FROM CROSSVILLE.
 FC0993'2.1 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 FC0993'STATION AT CROSSVILLE, CUMBERLAND COUNTY, 35 YARDS SOUTHWEST
 FC0993'OF A SIGNAL POST, 42 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH
 FC0993'OF A POLE, 6 FEET EAST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN
 FC0993'THE RAIL.  A STANDARD DISK, STAMPED A 85 1935 AND SET IN THE TOP
 FC0993'OF A CONCRETE POST.
 FC0993
 FC0993                          STATION RECOVERY (1979)
 FC0993
 FC0993'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0017 ***********************************************************************
 GC0017  DESIGNATION -  A 86
 GC0017  PID         -  GC0017
 GC0017  STATE/COUNTY-  TN/SUMNER
 GC0017  USGS QUAD   -  WESTMORELAND (1979)
 GC0017
 GC0017                         *CURRENT SURVEY CONTROL
 GC0017  ___________________________________________________________________
 GC0017* NAD 83(1986)-  36 33 43.     (N)    086 14 50.     (W)     SCALED    
 GC0017* NAVD 88     -       277.528  (meters)     910.52   (feet)  ADJUSTED  
 GC0017  ___________________________________________________________________
 GC0017  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0017  DYNAMIC HT  -         277.302 (meters)     909.78  (feet)  COMP
 GC0017  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC0017
 GC0017  VERT ORDER  -  SECOND    CLASS 0
 GC0017
 GC0017.The horizontal coordinates were scaled from a topographic map and have
 GC0017.an estimated accuracy of +/- 6 seconds.
 GC0017
 GC0017.The orthometric height was determined by differential leveling
 GC0017.and adjusted by the National Geodetic Survey in June 1991..
 GC0017
 GC0017.The geoid height was determined by GEOID03.
 GC0017
 GC0017.The dynamic height is computed by dividing the NAVD 88
 GC0017.geopotential number by the normal gravity value computed on the
 GC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0017.degrees latitude (g = 980.6199 gals.).
 GC0017
 GC0017.The modeled gravity was interpolated from observed gravity values.
 GC0017
 GC0017;                    North         East    Units  Estimated Accuracy
 GC0017;SPC TN       -   247,300.      577,870.      MT  (+/- 180 meters Scaled)
 GC0017
 GC0017                          SUPERSEDED SURVEY CONTROL
 GC0017
 GC0017  NGVD 29 (??/??/92)  277.624  (m)          910.84   (f) ADJ UNCH    2 0
 GC0017
 GC0017.Superseded values are not recommended for survey control.
 GC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0017.See file dsdata.txt to determine how the superseded data were derived.
 GC0017
 GC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF673465(NAD 83)
 GC0017_MARKER: DB = BENCH MARK DISK
 GC0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0017_STAMPING: A 86 1935
 GC0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0017+STABILITY: SURFACE MOTION
 GC0017
 GC0017  HISTORY     - Date     Condition        Report By
 GC0017  HISTORY     - 1935     MONUMENTED       CGS
 GC0017  HISTORY     - 1961     GOOD             NGS
 GC0017
 GC0017                          STATION DESCRIPTION
 GC0017
 GC0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0017'AT WESTMORELAND.
 GC0017'AT WESTMORELAND, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0017'RAILROAD, 33 YARDS SOUTH OF THE SOUTH END OF THE STATION, AT THE
 GC0017'CROSSING OF STATE HIGHWAY 52, 28 FEET SOUTH OF THE CENTERLINE OF
 GC0017'STATE HIGHWAY 52, 9.5 FEET WEST OF THE WEST RAIL OF A SIDETRACK,
 GC0017'8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 GC0017'BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 86 1935 AND SET IN
 GC0017'THE TOP OF A CONCRETE POST.
 GC0017
 GC0017                          STATION RECOVERY (1961)
 GC0017
 GC0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0446 ***********************************************************************
 GC0446  DESIGNATION -  A 87
 GC0446  PID         -  GC0446
 GC0446  STATE/COUNTY-  TN/DAVIDSON
 GC0446  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0446
 GC0446                         *CURRENT SURVEY CONTROL
 GC0446  ___________________________________________________________________
 GC0446* NAD 83(1986)-  36 09 28.     (N)    086 47 06.     (W)     SCALED    
 GC0446* NAVD 88     -       140.445  (meters)     460.78   (feet)  ADJUSTED  
 GC0446  ___________________________________________________________________
 GC0446  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0446  DYNAMIC HT  -         140.325 (meters)     460.38  (feet)  COMP
 GC0446  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GC0446
 GC0446  VERT ORDER  -  FIRST     CLASS II
 GC0446
 GC0446.The horizontal coordinates were scaled from a topographic map and have
 GC0446.an estimated accuracy of +/- 6 seconds.
 GC0446
 GC0446.The orthometric height was determined by differential leveling
 GC0446.and adjusted by the National Geodetic Survey in June 1991..
 GC0446
 GC0446.The geoid height was determined by GEOID03.
 GC0446
 GC0446.The dynamic height is computed by dividing the NAVD 88
 GC0446.geopotential number by the normal gravity value computed on the
 GC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0446.degrees latitude (g = 980.6199 gals.).
 GC0446
 GC0446.The modeled gravity was interpolated from observed gravity values.
 GC0446
 GC0446;                    North         East    Units  Estimated Accuracy
 GC0446;SPC TN       -   202,710.      529,370.      MT  (+/- 180 meters Scaled)
 GC0446
 GC0446                          SUPERSEDED SURVEY CONTROL
 GC0446
 GC0446  NGVD 29 (??/??/92)  140.470  (m)          460.86   (f) ADJ UNCH    1 2
 GC0446
 GC0446.Superseded values are not recommended for survey control.
 GC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0446.See file dsdata.txt to determine how the superseded data were derived.
 GC0446
 GC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF193014(NAD 83)
 GC0446_MARKER: DB = BENCH MARK DISK
 GC0446_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC0446_MARK LOGO: CGS   
 GC0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0446+STABILITY: POSITION/ELEVATION WELL
 GC0446
 GC0446  HISTORY     - Date     Condition        Report By
 GC0446  HISTORY     - UNK      MONUMENTED       CGS
 GC0446  HISTORY     - 1949     GOOD             NGS
 GC0446  HISTORY     - 1984     GOOD             NGS
 GC0446
 GC0446                          STATION DESCRIPTION
 GC0446
 GC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0446'AT NASHVILLE.
 GC0446'AT NASHVILLE, DAVIDSON COUNTY, AT THE NORTHWEST CORNER OF THE UNION
 GC0446'STATION, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST PILLAR
 GC0446'OF THE ARCHWAYS, 3 FEET EAST OF THE NORTHWEST CORNER OF THE PILLAR
 GC0446'AND 4.5 FEET ABOVE THE GROUND.
 GC0446
 GC0446                          STATION RECOVERY (1984)
 GC0446
 GC0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0446'RECOVERED IN GOOD CONDITION.  NOTE, THE STAMPING ON THE DISK WAS ONLY
 GC0446'PARTIALLY READABLE DUE TO THE DISTANCE FROM THE MARK AT WHICH THE DISK
 GC0446'HAD TO BE READ THRU A SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0072 ***********************************************************************
 GC0072  DESIGNATION -  A 88
 GC0072  PID         -  GC0072
 GC0072  STATE/COUNTY-  TN/SUMNER
 GC0072  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC0072
 GC0072                         *CURRENT SURVEY CONTROL
 GC0072  ___________________________________________________________________
 GC0072* NAD 83(1986)-  36 30 12.     (N)    086 28 17.     (W)     SCALED    
 GC0072* NAVD 88     -       234.447  (meters)     769.18   (feet)  ADJUSTED  
 GC0072  ___________________________________________________________________
 GC0072  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0072  DYNAMIC HT  -         234.256 (meters)     768.55  (feet)  COMP
 GC0072  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GC0072
 GC0072  VERT ORDER  -  SECOND    CLASS 0
 GC0072
 GC0072.The horizontal coordinates were scaled from a topographic map and have
 GC0072.an estimated accuracy of +/- 6 seconds.
 GC0072
 GC0072.The orthometric height was determined by differential leveling
 GC0072.and adjusted by the National Geodetic Survey in June 1991..
 GC0072
 GC0072.The geoid height was determined by GEOID03.
 GC0072
 GC0072.The dynamic height is computed by dividing the NAVD 88
 GC0072.geopotential number by the normal gravity value computed on the
 GC0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0072.degrees latitude (g = 980.6199 gals.).
 GC0072
 GC0072.The modeled gravity was interpolated from observed gravity values.
 GC0072
 GC0072;                    North         East    Units  Estimated Accuracy
 GC0072;SPC TN       -   240,870.      557,770.      MT  (+/- 180 meters Scaled)
 GC0072
 GC0072                          SUPERSEDED SURVEY CONTROL
 GC0072
 GC0072  NGVD 29 (??/??/92)  234.533  (m)          769.46   (f) ADJ UNCH    2 0
 GC0072
 GC0072.Superseded values are not recommended for survey control.
 GC0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0072.See file dsdata.txt to determine how the superseded data were derived.
 GC0072
 GC0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF473399(NAD 83)
 GC0072_MARKER: DB = BENCH MARK DISK
 GC0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0072_STAMPING: A 88 1935
 GC0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0072+STABILITY: SURFACE MOTION
 GC0072
 GC0072  HISTORY     - Date     Condition        Report By
 GC0072  HISTORY     - 1935     MONUMENTED       CGS
 GC0072  HISTORY     - 1950     MARK NOT FOUND   USGS
 GC0072
 GC0072                          STATION DESCRIPTION
 GC0072
 GC0072'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GC0072'1.6 MI N FROM SOUTH TUNNEL.
 GC0072'1.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0072'THE STATION AT SOUTH TUNNEL, SUMNER COUNTY, 182 YARDS NORTH OF
 GC0072'SEMAPHORE 1502, AT A DIRT-ROAD CROSSING, 29 FEET SOUTH OF THE
 GC0072'CENTERLINE OF THE DIRT-ROAD, 28 FEET WEST OF THE WEST RAIL, AND
 GC0072'ABOUT 2 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 GC0072'STAMPED A 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1615 ***********************************************************************
 FE1615  DESIGNATION -  A 89
 FE1615  PID         -  FE1615
 FE1615  STATE/COUNTY-  TN/LAUDERDALE
 FE1615  USGS QUAD   -  FORT PILLOW (1972)
 FE1615
 FE1615                         *CURRENT SURVEY CONTROL
 FE1615  ___________________________________________________________________
 FE1615* NAD 83(1986)-  35 42 14.     (N)    089 43 45.     (W)     SCALED    
 FE1615* NAVD 88     -        73.935  (meters)     242.57   (feet)  ADJUSTED  
 FE1615  ___________________________________________________________________
 FE1615  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE1615  DYNAMIC HT  -          73.873 (meters)     242.37  (feet)  COMP
 FE1615  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1615
 FE1615  VERT ORDER  -  FIRST     CLASS II
 FE1615
 FE1615.The horizontal coordinates were scaled from a topographic map and have
 FE1615.an estimated accuracy of +/- 6 seconds.
 FE1615
 FE1615.The orthometric height was determined by differential leveling
 FE1615.and adjusted by the National Geodetic Survey in June 1991..
 FE1615
 FE1615.The geoid height was determined by GEOID03.
 FE1615
 FE1615.The dynamic height is computed by dividing the NAVD 88
 FE1615.geopotential number by the normal gravity value computed on the
 FE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1615.degrees latitude (g = 980.6199 gals.).
 FE1615
 FE1615.The modeled gravity was interpolated from observed gravity values.
 FE1615
 FE1615;                    North         East    Units  Estimated Accuracy
 FE1615;SPC TN       -   158,490.      262,610.      MT  (+/- 180 meters Scaled)
 FE1615
 FE1615                          SUPERSEDED SURVEY CONTROL
 FE1615
 FE1615  NGVD 29 (??/??/??)   73.897  (m)          242.44   (f) ADJUSTED    1 2
 FE1615
 FE1615.Superseded values are not recommended for survey control.
 FE1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1615.See file dsdata.txt to determine how the superseded data were derived.
 FE1615
 FE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE530545(NAD 83)
 FE1615_MARKER: DB = BENCH MARK DISK
 FE1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1615_STAMPING: A 89 1957
 FE1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1615+STABILITY: SURFACE MOTION
 FE1615
 FE1615  HISTORY     - Date     Condition        Report By
 FE1615  HISTORY     - 1957     MONUMENTED       CGS
 FE1615  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1615
 FE1615                          STATION DESCRIPTION
 FE1615
 FE1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1615'2.1 MI W FROM THREE POINT.
 FE1615'2.1 MILES WEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF STATE
 FE1615'HIGHWAY 87 AT THREE POINT, 1.05 MILE WEST OF THE BRIDGE OVER COLD
 FE1615'CREEK, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET
 FE1615'NORTH-NORTHWEST OF THE NORTH END OF A 24-INCH METAL PIPE CULVERT
 FE1615'UNDER THE ROAD, 15 FEET EAST OF THE CENTER LINE OF A DIM FIELD
 FE1615'ROAD LEADING NORTH, 5 FEET SOUTH OF A DOUBLE BODIED 10-INCH
 FE1615'PECAN TREE NEAR THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 2
 FE1615'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 FE1615'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1615'PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1615
 FE1615                          STATION RECOVERY (2002)
 FE1615
 FE1615'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0484 ***********************************************************************
 FD0484  DESIGNATION -  A 9
 FD0484  PID         -  FD0484
 FD0484  STATE/COUNTY-  TN/WILLIAMSON
 FD0484  USGS QUAD   -  FRANKLIN (1981)
 FD0484
 FD0484                         *CURRENT SURVEY CONTROL
 FD0484  ___________________________________________________________________
 FD0484* NAD 83(1986)-  35 57 20.     (N)    086 49 56.     (W)     SCALED    
 FD0484* NAVD 88     -       212.927  (meters)     698.58   (feet)  POSTED    
 FD0484  ___________________________________________________________________
 FD0484  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0484  DYNAMIC HT  -         212.740 (meters)     697.96  (feet)  COMP
 FD0484  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 FD0484
 FD0484  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FD0484
 FD0484.The horizontal coordinates were scaled from a topographic map and have
 FD0484.an estimated accuracy of +/- 6 seconds.
 FD0484
 FD0484.The orthometric height was determined by differential leveling
 FD0484.and adjusted by the National Geodetic Survey in 1992..
 FD0484.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FD0484.rate of 1.1 thru 2.0 mm/km.
 FD0484
 FD0484.The geoid height was determined by GEOID03.
 FD0484
 FD0484.The dynamic height is computed by dividing the NAVD 88
 FD0484.geopotential number by the normal gravity value computed on the
 FD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0484.degrees latitude (g = 980.6199 gals.).
 FD0484
 FD0484.The modeled gravity was interpolated from observed gravity values.
 FD0484
 FD0484;                    North         East    Units  Estimated Accuracy
 FD0484;SPC TN       -   180,300.      524,930.      MT  (+/- 180 meters Scaled)
 FD0484
 FD0484                          SUPERSEDED SURVEY CONTROL
 FD0484
 FD0484  NGVD 29 (??/??/92)  212.914  (m)          698.54   (f) ADJ UNCH    1 2
 FD0484
 FD0484.Superseded values are not recommended for survey control.
 FD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0484.See file dsdata.txt to determine how the superseded data were derived.
 FD0484
 FD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE151790(NAD 83)
 FD0484_MARKER: DB = BENCH MARK DISK
 FD0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0484_STAMPING: 698.837 A 9 1931
 FD0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0484+STABILITY: SURFACE MOTION
 FD0484
 FD0484  HISTORY     - Date     Condition        Report By
 FD0484  HISTORY     - 1931     MONUMENTED       CGS
 FD0484  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0484
 FD0484                          STATION DESCRIPTION
 FD0484
 FD0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FD0484'3.2 MI N FROM FRANKLIN.
 FD0484'3.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0484'THE STATION AT FRANKLIN, WILLIAMSON COUNTY, 17-1/2 RAILS SOUTH
 FD0484'OF MILEPOST 202, 100 FEET SOUTH OF THE CENTERLINE OF A ROAD
 FD0484'CROSSING, 41 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 FD0484'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 698.837
 FD0484'A 9 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FD0484
 FD0484                          STATION RECOVERY (1984)
 FD0484
 FD0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0484'NOT RECOVERED.  POSSIBLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1328 ***********************************************************************
 FE1328  DESIGNATION -  A 90
 FE1328  PID         -  FE1328
 FE1328  STATE/COUNTY-  TN/TIPTON
 FE1328  USGS QUAD   -  DRUMMONDS (1983)
 FE1328
 FE1328                         *CURRENT SURVEY CONTROL
 FE1328  ___________________________________________________________________
 FE1328* NAD 83(1986)-  35 29 14.     (N)    089 59 04.     (W)     SCALED    
 FE1328* NAVD 88     -        71.820  (meters)     235.63   (feet)  ADJUSTED  
 FE1328  ___________________________________________________________________
 FE1328  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1328  DYNAMIC HT  -          71.757 (meters)     235.42  (feet)  COMP
 FE1328  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FE1328
 FE1328  VERT ORDER  -  FIRST     CLASS II
 FE1328
 FE1328.The horizontal coordinates were scaled from a topographic map and have
 FE1328.an estimated accuracy of +/- 6 seconds.
 FE1328
 FE1328.The orthometric height was determined by differential leveling
 FE1328.and adjusted by the National Geodetic Survey in June 1991..
 FE1328
 FE1328.The geoid height was determined by GEOID03.
 FE1328
 FE1328.The dynamic height is computed by dividing the NAVD 88
 FE1328.geopotential number by the normal gravity value computed on the
 FE1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1328.degrees latitude (g = 980.6199 gals.).
 FE1328
 FE1328.The modeled gravity was interpolated from observed gravity values.
 FE1328
 FE1328;                    North         East    Units  Estimated Accuracy
 FE1328;SPC TN       -   135,380.      238,550.      MT  (+/- 180 meters Scaled)
 FE1328
 FE1328                          SUPERSEDED SURVEY CONTROL
 FE1328
 FE1328  NGVD 29 (??/??/??)   71.790  (m)          235.53   (f) ADJUSTED    1 2
 FE1328
 FE1328.Superseded values are not recommended for survey control.
 FE1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1328.See file dsdata.txt to determine how the superseded data were derived.
 FE1328
 FE1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE292311(NAD 83)
 FE1328_MARKER: DB = BENCH MARK DISK
 FE1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1328_STAMPING: A 90 1957
 FE1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1328+STABILITY: SURFACE MOTION
 FE1328
 FE1328  HISTORY     - Date     Condition        Report By
 FE1328  HISTORY     - 1957     MONUMENTED       CGS
 FE1328  HISTORY     - 20020412 MARK NOT FOUND   USACE
 FE1328
 FE1328                          STATION DESCRIPTION
 FE1328
 FE1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1328'9 MI SW FROM RANDOLPH.
 FE1328'ABOUT 0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH
 FE1328'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG
 FE1328'A GRAVEL ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59,
 FE1328'THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 FE1328'NORTH-NORTHWEST ALONG A GRAVEL ROAD, THENCE 2.15 MILES
 FE1328'SOUTH-SOUTHWEST ALONG A DIRT FARM ROAD, ABOUT 0.3 MILE SOUTH OF
 FE1328'A HOME SITE ON THE EAST SIDE OF THE ROAD, NEAR THE EAST END OF
 FE1328'A ROW OF EAST-WEST TREES, ABOUT 0.45 MILE NORTH OF A RIGHT
 FE1328'ANGLE TURN IN THE FARM ROAD, 35 FEET WEST OF THE CENTER LINE OF
 FE1328'THE ROAD, 8 FEET EAST OF A BLAZED 16 INCH THORN TREE, 2 FEET
 FE1328'NORTH O A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF
 FE1328'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 FE1328'INCHES ABOVE THE GROUND.
 FE1328
 FE1328                          STATION RECOVERY (2002)
 FE1328
 FE1328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1328'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0277 ***********************************************************************
 FF0277  DESIGNATION -  A 91
 FF0277  PID         -  FF0277
 FF0277  STATE/COUNTY-  TN/SHELBY
 FF0277  USGS QUAD   -  PECAN POINT (1970)
 FF0277
 FF0277                         *CURRENT SURVEY CONTROL
 FF0277  ___________________________________________________________________
 FF0277* NAD 83(1986)-  35 22 52.     (N)    090 02 12.     (W)     SCALED    
 FF0277* NAVD 88     -        69.395  (meters)     227.67   (feet)  ADJUSTED  
 FF0277  ___________________________________________________________________
 FF0277  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0277  DYNAMIC HT  -          69.334 (meters)     227.47  (feet)  COMP
 FF0277  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FF0277
 FF0277  VERT ORDER  -  FIRST     CLASS II
 FF0277
 FF0277.The horizontal coordinates were scaled from a topographic map and have
 FF0277.an estimated accuracy of +/- 6 seconds.
 FF0277
 FF0277.The orthometric height was determined by differential leveling
 FF0277.and adjusted by the National Geodetic Survey in June 1991..
 FF0277
 FF0277.The geoid height was determined by GEOID03.
 FF0277
 FF0277.The dynamic height is computed by dividing the NAVD 88
 FF0277.geopotential number by the normal gravity value computed on the
 FF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0277.degrees latitude (g = 980.6199 gals.).
 FF0277
 FF0277.The modeled gravity was interpolated from observed gravity values.
 FF0277
 FF0277;                    North         East    Units  Estimated Accuracy
 FF0277;SPC TN       -   123,810.      233,330.      MT  (+/- 180 meters Scaled)
 FF0277
 FF0277                          SUPERSEDED SURVEY CONTROL
 FF0277
 FF0277  NGVD 29 (??/??/??)   69.362  (m)          227.57   (f) ADJUSTED    1 2
 FF0277
 FF0277.Superseded values are not recommended for survey control.
 FF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0277.See file dsdata.txt to determine how the superseded data were derived.
 FF0277
 FF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV691193(NAD 83)
 FF0277_MARKER: DB = BENCH MARK DISK
 FF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0277_STAMPING: A 91 1957
 FF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0277+STABILITY: SURFACE MOTION
 FF0277
 FF0277  HISTORY     - Date     Condition        Report By
 FF0277  HISTORY     - 1957     MONUMENTED       CGS
 FF0277
 FF0277                          STATION DESCRIPTION
 FF0277
 FF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0277'7.6 MI NW FROM LOCKE.
 FF0277'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD THE E.E. JETER
 FF0277'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 FF0277'THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD, THENCE
 FF0277'2.05 MILES NORTHEAST ALONG A BLACK TOP ROAD, THENCE 0.8 MILE
 FF0277'NORTH AND WEST ALONG A DIRT FARM ROAD, THENCE 0.4 MILE NORTHWEST
 FF0277'ALONG A DIRT FARM ROAD, NEAR THE NORTHWEST CORNER OF A CULTIVATED
 FF0277'FIELD, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD
 FF0277'LEADING WEST-NORTHWEST, 34 FEET SOUTHWEST OF THE CENTER OF THE
 FF0277'JUNCTION OF FARM ROAD LEADING NORTHWEST AND FARM ROAD LEADING
 FF0277'WEST-NORTHWEST, 9 FEET EAST-NORTHEAST OF A BLAZED 14 INCH PECAN
 FF0277'TREE, 10 FEET SOUTHWEST OF A BLAZED 12 INCH ELM TREE, 90 FEET
 FF0277'SOUTHEAST OF THE EAST CORNER OF A PLOWED FIELD, 2 FEET SOUTHEAST
 FF0277'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 FF0277'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FF0277'NOTE-- ABOUT 10.05 MILES SOUTHEAST OF DIXONVILLE, TIPTON COUNTY,
 FF0277'TENNESSEE.  ALSO ABOUT 0.9 MILE SOUTH AND SOUTHEAST OF BENCH
 FF0277'MARK 12-32 (USE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1573 ***********************************************************************
 FE1573  DESIGNATION -  A 92
 FE1573  PID         -  FE1573
 FE1573  STATE/COUNTY-  TN/LAUDERDALE
 FE1573  USGS QUAD   -  OPEN LAKE (1983)
 FE1573
 FE1573                         *CURRENT SURVEY CONTROL
 FE1573  ___________________________________________________________________
 FE1573* NAD 83(1986)-  35 47 39.     (N)    089 37 40.     (W)     SCALED    
 FE1573* NAVD 88     -        80.216  (meters)     263.18   (feet)  ADJUSTED  
 FE1573  ___________________________________________________________________
 FE1573  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1573  DYNAMIC HT  -          80.148 (meters)     262.95  (feet)  COMP
 FE1573  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FE1573
 FE1573  VERT ORDER  -  FIRST     CLASS II
 FE1573
 FE1573.The horizontal coordinates were scaled from a topographic map and have
 FE1573.an estimated accuracy of +/- 6 seconds.
 FE1573
 FE1573.The orthometric height was determined by differential leveling
 FE1573.and adjusted by the National Geodetic Survey in June 1991..
 FE1573
 FE1573.The geoid height was determined by GEOID03.
 FE1573
 FE1573.The dynamic height is computed by dividing the NAVD 88
 FE1573.geopotential number by the normal gravity value computed on the
 FE1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1573.degrees latitude (g = 980.6199 gals.).
 FE1573
 FE1573.The modeled gravity was interpolated from observed gravity values.
 FE1573
 FE1573;                    North         East    Units  Estimated Accuracy
 FE1573;SPC TN       -   168,160.      272,150.      MT  (+/- 180 meters Scaled)
 FE1573
 FE1573                          SUPERSEDED SURVEY CONTROL
 FE1573
 FE1573  NGVD 29 (??/??/??)   80.174  (m)          263.04   (f) ADJUSTED    1 2
 FE1573
 FE1573.Superseded values are not recommended for survey control.
 FE1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1573.See file dsdata.txt to determine how the superseded data were derived.
 FE1573
 FE1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625643(NAD 83)
 FE1573_MARKER: DB = BENCH MARK DISK
 FE1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1573_STAMPING: A 92 1957
 FE1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1573+STABILITY: SURFACE MOTION
 FE1573
 FE1573  HISTORY     - Date     Condition        Report By
 FE1573  HISTORY     - 1957     MONUMENTED       CGS
 FE1573  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1573
 FE1573                          STATION DESCRIPTION
 FE1573
 FE1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1573'3.5 MI NW FROM ARP.
 FE1573'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1573'ELEMENTARY SCHOOL AT ARP, THENCE 2.0 MILES NORTHWEST ALONG THE
 FE1573'GRAVEL ROAD LEADING TO BARR, 26 FEET WEST OF THE CENTER LINE OF
 FE1573'THE ROAD, 97 FEET NORTH OF A WELL PUMP, 21 3/4 FEET NORTH OF THE
 FE1573'NORTHEAST CORNER OF A TENANT HOUSE, 12 FEET NORTHEAST OF THE
 FE1573'CENTER OF THE TOP OF A CISTERN, 6 FEET WEST OF A FENCE CORNER,
 FE1573'1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 FE1573'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 FE1573'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FE1573
 FE1573                          STATION RECOVERY (2002)
 FE1573
 FE1573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1573'SUSPECTED DESTROYED. ALL REFERENCES GONE. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1377 ***********************************************************************
 FE1377  DESIGNATION -  A 93
 FE1377  PID         -  FE1377
 FE1377  STATE/COUNTY-  TN/SHELBY
 FE1377  USGS QUAD   -  MUNFORD (1983)
 FE1377
 FE1377                         *CURRENT SURVEY CONTROL
 FE1377  ___________________________________________________________________
 FE1377* NAD 83(1986)-  35 22 39.     (N)    089 51 44.     (W)     SCALED    
 FE1377* NAVD 88     -       102.620  (meters)     336.68   (feet)  ADJUSTED  
 FE1377  ___________________________________________________________________
 FE1377  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1377  DYNAMIC HT  -         102.530 (meters)     336.38  (feet)  COMP
 FE1377  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 FE1377
 FE1377  VERT ORDER  -  FIRST     CLASS I
 FE1377
 FE1377.The horizontal coordinates were scaled from a topographic map and have
 FE1377.an estimated accuracy of +/- 6 seconds.
 FE1377
 FE1377.The orthometric height was determined by differential leveling
 FE1377.and adjusted by the National Geodetic Survey in June 1991..
 FE1377
 FE1377.The geoid height was determined by GEOID03.
 FE1377
 FE1377.The dynamic height is computed by dividing the NAVD 88
 FE1377.geopotential number by the normal gravity value computed on the
 FE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1377.degrees latitude (g = 980.6199 gals.).
 FE1377
 FE1377.The modeled gravity was interpolated from observed gravity values.
 FE1377
 FE1377;                    North         East    Units  Estimated Accuracy
 FE1377;SPC TN       -   122,770.      249,150.      MT  (+/- 180 meters Scaled)
 FE1377
 FE1377                          SUPERSEDED SURVEY CONTROL
 FE1377
 FE1377  NGVD 29 (??/??/??)  102.586  (m)          336.57   (f) ADJUSTED    1 1
 FE1377
 FE1377.Superseded values are not recommended for survey control.
 FE1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1377.See file dsdata.txt to determine how the superseded data were derived.
 FE1377
 FE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE399186(NAD 83)
 FE1377_MARKER: DB = BENCH MARK DISK
 FE1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1377_STAMPING: A 93 1957
 FE1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1377+STABILITY: SURFACE MOTION
 FE1377
 FE1377  HISTORY     - Date     Condition        Report By
 FE1377  HISTORY     - 1957     MONUMENTED       CGS
 FE1377  HISTORY     - 1974     GOOD             NGS
 FE1377  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1377
 FE1377                          STATION DESCRIPTION
 FE1377
 FE1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1377'0.3 MI SW FROM KERRVILLE.
 FE1377'ABOUT 0.3 MILE SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1377'CROSSING WITH RENTER ROAD (PAVED) AT KERRVILLE, ALSO, 3.05 MILES
 FE1377'NORTHEAST OF RAILROAD STATION AT MILLINGTON, 186 FEET NORTHEAST
 FE1377'OF MILEPOST 371, 76 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 FE1377'CORNER OF AN ABANDONED FRAME HOUSE, 155 FEET SOUTHWEST OF POWER
 FE1377'POLE 132027 BEARING A TRANSFORMER AND LIGHT, 40 FEET SOUTHWEST
 FE1377'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 10
 FE1377'FEET ABOVE RAILS AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE1377'1-INCH.
 FE1377
 FE1377                          STATION RECOVERY (1992)
 FE1377
 FE1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1743 ***********************************************************************
 FE1743  DESIGNATION -  A 94
 FE1743  PID         -  FE1743
 FE1743  STATE/COUNTY-  TN/TIPTON
 FE1743  USGS QUAD   -  COVINGTON (1983)
 FE1743
 FE1743                         *CURRENT SURVEY CONTROL
 FE1743  ___________________________________________________________________
 FE1743* NAD 83(1986)-  35 32 41.     (N)    089 39 06.     (W)     SCALED    
 FE1743* NAVD 88     -       101.183  (meters)     331.96   (feet)  ADJUSTED  
 FE1743  ___________________________________________________________________
 FE1743  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1743  DYNAMIC HT  -         101.098 (meters)     331.69  (feet)  COMP
 FE1743  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1743
 FE1743  VERT ORDER  -  SECOND    CLASS 0
 FE1743
 FE1743.The horizontal coordinates were scaled from a topographic map and have
 FE1743.an estimated accuracy of +/- 6 seconds.
 FE1743
 FE1743.The orthometric height was determined by differential leveling
 FE1743.and adjusted by the National Geodetic Survey in June 1991..
 FE1743
 FE1743.The geoid height was determined by GEOID03.
 FE1743
 FE1743.The dynamic height is computed by dividing the NAVD 88
 FE1743.geopotential number by the normal gravity value computed on the
 FE1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1743.degrees latitude (g = 980.6199 gals.).
 FE1743
 FE1743.The modeled gravity was interpolated from observed gravity values.
 FE1743
 FE1743;                    North         East    Units  Estimated Accuracy
 FE1743;SPC TN       -   140,580.      268,960.      MT  (+/- 180 meters Scaled)
 FE1743
 FE1743                          SUPERSEDED SURVEY CONTROL
 FE1743
 FE1743  NGVD 29 (??/??/??)  101.164  (m)          331.90   (f) ADJUSTED    2 0
 FE1743
 FE1743.Superseded values are not recommended for survey control.
 FE1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1743.See file dsdata.txt to determine how the superseded data were derived.
 FE1743
 FE1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE596366(NAD 83)
 FE1743_MARKER: DB = BENCH MARK DISK
 FE1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1743_STAMPING: A 94 1957
 FE1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1743+STABILITY: SURFACE MOTION
 FE1743
 FE1743  HISTORY     - Date     Condition        Report By
 FE1743  HISTORY     - 1957     MONUMENTED       CGS
 FE1743  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1743
 FE1743                          STATION DESCRIPTION
 FE1743
 FE1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1743'1.4 MI SW FROM COVINGTON.
 FE1743'1.45 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1743'THE STATION AT COVINGTON, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FE1743'NO. 354, 47 FEET NORTHWEST OF THE NORTHWEST RAIL, 75 FEET SOUTH
 FE1743'OF A LONE 48-INCH OAK TREE, 167 FEET NORTHEAST OF A T JUNCTION
 FE1743'IN FENCE LINE, 14 FEET NORTH-NORTHWEST OF THE 2ND TELEPHONE POLE
 FE1743'SOUTHWEST OF A PRIVATE ROAD CROSSING, 1 FOOT SOUTHEAST OF THE
 FE1743'RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 FE1743'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 FE1743'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1743
 FE1743                          STATION RECOVERY (2002)
 FE1743
 FE1743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1527 ***********************************************************************
 FE1527  DESIGNATION -  A 95
 FE1527  PID         -  FE1527
 FE1527  STATE/COUNTY-  TN/DYER
 FE1527  USGS QUAD   -  CHIC (1983)
 FE1527
 FE1527                         *CURRENT SURVEY CONTROL
 FE1527  ___________________________________________________________________
 FE1527* NAD 83(1986)-  35 57 16.     (N)    089 39 26.     (W)     SCALED    
 FE1527* NAVD 88     -        79.889  (meters)     262.10   (feet)  ADJUSTED  
 FE1527  ___________________________________________________________________
 FE1527  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE1527  DYNAMIC HT  -          79.822 (meters)     261.88  (feet)  COMP
 FE1527  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 FE1527
 FE1527  VERT ORDER  -  FIRST     CLASS II
 FE1527
 FE1527.The horizontal coordinates were scaled from a topographic map and have
 FE1527.an estimated accuracy of +/- 6 seconds.
 FE1527
 FE1527.The orthometric height was determined by differential leveling
 FE1527.and adjusted by the National Geodetic Survey in June 1991..
 FE1527
 FE1527.The geoid height was determined by GEOID03.
 FE1527
 FE1527.The dynamic height is computed by dividing the NAVD 88
 FE1527.geopotential number by the normal gravity value computed on the
 FE1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1527.degrees latitude (g = 980.6199 gals.).
 FE1527
 FE1527.The modeled gravity was interpolated from observed gravity values.
 FE1527
 FE1527;                    North         East    Units  Estimated Accuracy
 FE1527;SPC TN       -   186,030.      270,160.      MT  (+/- 180 meters Scaled)
 FE1527
 FE1527                          SUPERSEDED SURVEY CONTROL
 FE1527
 FE1527  NGVD 29 (??/??/??)   79.832  (m)          261.92   (f) ADJUSTED    1 2
 FE1527
 FE1527.Superseded values are not recommended for survey control.
 FE1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1527.See file dsdata.txt to determine how the superseded data were derived.
 FE1527
 FE1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE603821(NAD 83)
 FE1527_MARKER: DB = BENCH MARK DISK
 FE1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1527_STAMPING: A 95 1957
 FE1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1527+STABILITY: SURFACE MOTION
 FE1527
 FE1527  HISTORY     - Date     Condition        Report By
 FE1527  HISTORY     - 1957     MONUMENTED       CGS
 FE1527  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1527
 FE1527                          STATION DESCRIPTION
 FE1527
 FE1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1527'0.8 MI SE FROM CHIC.
 FE1527'0.85 MILE SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE
 FE1527'CONCRETE BLOCK SCHOOL BUILDING AT CHIC, ABOUT 0.3 MILE NORTHWEST
 FE1527'OF HOLLINESS CHURCH AT CHIC, ABOUT 0.2 MILE NORTHWEST OF C.C.
 FE1527'JOHNSON RESIDENCE, 8 FEET NORTHEAST OF NORTHEAST EDGE OF
 FE1527'PAVEMENT, 236 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DIRT
 FE1527'ROAD WEST, 74 FEET SOUTH OF A WELL WITH PUMP, 56 FEET SOUTHEAST
 FE1527'OF SOUTH CORNER OF A SHACK, 3 FEET NORTHWEST OF TELEPHONE AND
 FE1527'POWER POLE NO. 211, 2 FEET NORTH OF A CONCRETE WITNESS POST,
 FE1527'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 FE1527'CONCRETE POST PROJECTING 4 INCHES.
 FE1527
 FE1527                          STATION RECOVERY (2002)
 FE1527
 FE1527'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0893 ***********************************************************************
 GD0893  DESIGNATION -  A 96
 GD0893  PID         -  GD0893
 GD0893  STATE/COUNTY-  TN/DYER
 GD0893  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0893
 GD0893                         *CURRENT SURVEY CONTROL
 GD0893  ___________________________________________________________________
 GD0893* NAD 83(1986)-  36 02 58.     (N)    089 40 34.     (W)     SCALED    
 GD0893* NAVD 88     -        81.894  (meters)     268.68   (feet)  ADJUSTED  
 GD0893  ___________________________________________________________________
 GD0893  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0893  DYNAMIC HT  -          81.825 (meters)     268.45  (feet)  COMP
 GD0893  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GD0893
 GD0893  VERT ORDER  -  FIRST     CLASS II
 GD0893
 GD0893.The horizontal coordinates were scaled from a topographic map and have
 GD0893.an estimated accuracy of +/- 6 seconds.
 GD0893
 GD0893.The orthometric height was determined by differential leveling
 GD0893.and adjusted by the National Geodetic Survey in June 1991..
 GD0893
 GD0893.The geoid height was determined by GEOID03.
 GD0893
 GD0893.The dynamic height is computed by dividing the NAVD 88
 GD0893.geopotential number by the normal gravity value computed on the
 GD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0893.degrees latitude (g = 980.6199 gals.).
 GD0893
 GD0893.The modeled gravity was interpolated from observed gravity values.
 GD0893
 GD0893;                    North         East    Units  Estimated Accuracy
 GD0893;SPC TN       -   196,620.      268,850.      MT  (+/- 180 meters Scaled)
 GD0893
 GD0893                          SUPERSEDED SURVEY CONTROL
 GD0893
 GD0893  NGVD 29 (??/??/??)   81.832  (m)          268.48   (f) ADJUSTED    1 2
 GD0893
 GD0893.Superseded values are not recommended for survey control.
 GD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0893.See file dsdata.txt to determine how the superseded data were derived.
 GD0893
 GD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE589927(NAD 83)
 GD0893_MARKER: DB = BENCH MARK DISK
 GD0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0893_STAMPING: A 96 1957
 GD0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0893+STABILITY: SURFACE MOTION
 GD0893
 GD0893  HISTORY     - Date     Condition        Report By
 GD0893  HISTORY     - 1957     MONUMENTED       CGS
 GD0893  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0893
 GD0893                          STATION DESCRIPTION
 GD0893
 GD0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0893'AT HELOISE.
 GD0893'AT HELOISE, ALONG STATE HIGHWAY 20, AT THE FERRY LANDING ON LEFT
 GD0893'BANK OF MISSISSIPPI RIVER, 73 FEET EAST OF CENTER LINE OF HIGHWAY
 GD0893'20, 178 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND FERRY
 GD0893'LANDING ROAD, 73 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 GD0893'CONCRETE BLOCK PUMP HOUSE BUILDING, 10 FEET EAST OF CENTER LINE
 GD0893'OF A PRIVATE DRIVE NORTH, 1 FOOT EAST OF A FENCE CORNER, 2 FEET
 GD0893'WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 GD0893'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0893
 GD0893                          STATION RECOVERY (2002)
 GD0893
 GD0893'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0540 ***********************************************************************
 GA0540  DESIGNATION -  A 97
 GA0540  PID         -  GA0540
 GA0540  STATE/COUNTY-  TN/WASHINGTON
 GA0540  USGS QUAD   -  JONESBOROUGH (1968)
 GA0540
 GA0540                         *CURRENT SURVEY CONTROL
 GA0540  ___________________________________________________________________
 GA0540* NAD 83(1986)-  36 17 31.     (N)    082 28 46.     (W)     SCALED    
 GA0540* NAVD 88     -       539.344  (meters)    1769.50   (feet)  ADJUSTED  
 GA0540  ___________________________________________________________________
 GA0540  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0540  DYNAMIC HT  -         538.829 (meters)    1767.81  (feet)  COMP
 GA0540  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 GA0540
 GA0540  VERT ORDER  -  SECOND    CLASS 0
 GA0540
 GA0540.The horizontal coordinates were scaled from a topographic map and have
 GA0540.an estimated accuracy of +/- 6 seconds.
 GA0540
 GA0540.The orthometric height was determined by differential leveling
 GA0540.and adjusted by the National Geodetic Survey in June 1991..
 GA0540
 GA0540.The geoid height was determined by GEOID03.
 GA0540
 GA0540.The dynamic height is computed by dividing the NAVD 88
 GA0540.geopotential number by the normal gravity value computed on the
 GA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0540.degrees latitude (g = 980.6199 gals.).
 GA0540
 GA0540.The modeled gravity was interpolated from observed gravity values.
 GA0540
 GA0540;                    North         East    Units  Estimated Accuracy
 GA0540;SPC TN       -   223,000.      916,180.      MT  (+/- 180 meters Scaled)
 GA0540
 GA0540                          SUPERSEDED SURVEY CONTROL
 GA0540
 GA0540  NGVD 29 (??/??/92)  539.479  (m)         1769.94   (f) ADJ UNCH    2 0
 GA0540
 GA0540.Superseded values are not recommended for survey control.
 GA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0540.See file dsdata.txt to determine how the superseded data were derived.
 GA0540
 GA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA671173(NAD 83)
 GA0540_MARKER: DB = BENCH MARK DISK
 GA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0540_STAMPING: A 97 1935
 GA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0540+STABILITY: SURFACE MOTION
 GA0540
 GA0540  HISTORY     - Date     Condition        Report By
 GA0540  HISTORY     - 1935     MONUMENTED       CGS
 GA0540  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0540
 GA0540                          STATION DESCRIPTION
 GA0540
 GA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0540'AT JONESBORO.
 GA0540'AT JONESBORO, WASHINGTON COUNTY, 45 FEET NORTHWEST OF THE CENTER
 GA0540'OF THE INTERSECTION OF COLLEGE AND SHEPHERD STREETS, AT THE CAPTAIN
 GA0540'SHERFERT RESIDENCE, 29 FEET EAST OF THE CENTERLINE OF COLLEGE
 GA0540'STREET, AT THE CORNER OF THE LAWN, AND 4 FEET HIGHER THAN THE
 GA0540'STREET.  A STANDARD DISK, STAMPED A 97 1935 AND SET IN THE TOP
 GA0540'OF A CONCRETE POST.
 GA0540
 GA0540                          STATION RECOVERY (2001)
 GA0540
 GA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0505 ***********************************************************************
 GA0505  DESIGNATION -  A 98
 GA0505  PID         -  GA0505
 GA0505  STATE/COUNTY-  TN/SULLIVAN
 GA0505  USGS QUAD   -  BOONE DAM (1968)
 GA0505
 GA0505                         *CURRENT SURVEY CONTROL
 GA0505  ___________________________________________________________________
 GA0505* NAD 83(1986)-  36 28 27.     (N)    082 29 22.     (W)     SCALED    
 GA0505* NAVD 88     -       409.462  (meters)    1343.38   (feet)  ADJUSTED  
 GA0505  ___________________________________________________________________
 GA0505  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0505  DYNAMIC HT  -         409.082 (meters)    1342.13  (feet)  COMP
 GA0505  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 GA0505
 GA0505  VERT ORDER  -  SECOND    CLASS 0
 GA0505
 GA0505.The horizontal coordinates were scaled from a topographic map and have
 GA0505.an estimated accuracy of +/- 6 seconds.
 GA0505
 GA0505.The orthometric height was determined by differential leveling
 GA0505.and adjusted by the National Geodetic Survey in June 1991..
 GA0505
 GA0505.The geoid height was determined by GEOID03.
 GA0505
 GA0505.The dynamic height is computed by dividing the NAVD 88
 GA0505.geopotential number by the normal gravity value computed on the
 GA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0505.degrees latitude (g = 980.6199 gals.).
 GA0505
 GA0505.The modeled gravity was interpolated from observed gravity values.
 GA0505
 GA0505;                    North         East    Units  Estimated Accuracy
 GA0505;SPC TN       -   243,170.      914,560.      MT  (+/- 180 meters Scaled)
 GA0505
 GA0505                          SUPERSEDED SURVEY CONTROL
 GA0505
 GA0505  NGVD 29 (??/??/92)  409.603  (m)         1343.84   (f) ADJ UNCH    2 0
 GA0505
 GA0505.Superseded values are not recommended for survey control.
 GA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0505.See file dsdata.txt to determine how the superseded data were derived.
 GA0505
 GA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA665375(NAD 83)
 GA0505_MARKER: DB = BENCH MARK DISK
 GA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0505_STAMPING: A 98 1935
 GA0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0505+STABILITY: SURFACE MOTION
 GA0505
 GA0505  HISTORY     - Date     Condition        Report By
 GA0505  HISTORY     - 1935     MONUMENTED       CGS
 GA0505  HISTORY     - 1961     GOOD             NGS
 GA0505  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 GA0505
 GA0505                          STATION DESCRIPTION
 GA0505
 GA0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0505'1.6 MI NE FROM FORDTOWN.
 GA0505'7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA0505'AT KINGSPORT, SULLIVAN COUNTY, 1.7 MILES NORTH OF FORDTOWN,
 GA0505'65 YARDS SOUTHWEST OF THE G.H. FORD SERVICE STATION, 25 YARDS
 GA0505'SOUTHEAST OF THE SOUTHEAST CORNER OF THE H.A. FORD RESIDENCE,
 GA0505'42 YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 GA0505'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 98 1935 AND
 GA0505'SET IN THE TOP OF A CONCRETE POST.
 GA0505
 GA0505                          STATION RECOVERY (2005)
 GA0505
 GA0505'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 GA0505'CONSTRUCTION OF AN I 81 INTERCHANGE AND OTHER DEVELOPMENT APPEAR TO
 GA0505'HAVE CAUSED THE
 GA0505'REMOVAL OF THE FORD GARAGE AND THE FORD RESIDENCE. THE ABSENCE OF
 GA0505'REFERENCE POINTS
 GA0505'AND THE SCALED COORDINATES MAKE RECOVERY OF THIS STATION VERY
 GA0505'DOUBTFUL, IF INDEED IT
 GA0505'STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0828 ***********************************************************************
 GA0828  DESIGNATION -  A 99
 GA0828  PID         -  GA0828
 GA0828  STATE/COUNTY-  TN/GREENE
 GA0828  USGS QUAD   -  GREENEVILLE (1961)
 GA0828
 GA0828                         *CURRENT SURVEY CONTROL
 GA0828  ___________________________________________________________________
 GA0828* NAD 83(1986)-  36 11 37.     (N)    082 48 15.     (W)     SCALED    
 GA0828* NAVD 88     -       519.446  (meters)    1704.22   (feet)  ADJUSTED  
 GA0828  ___________________________________________________________________
 GA0828  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0828  DYNAMIC HT  -         518.955 (meters)    1702.60  (feet)  COMP
 GA0828  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 GA0828
 GA0828  VERT ORDER  -  SECOND    CLASS 0
 GA0828
 GA0828.The horizontal coordinates were scaled from a topographic map and have
 GA0828.an estimated accuracy of +/- 6 seconds.
 GA0828
 GA0828.The orthometric height was determined by differential leveling
 GA0828.and adjusted by the National Geodetic Survey in June 1991..
 GA0828
 GA0828.The geoid height was determined by GEOID03.
 GA0828
 GA0828.The dynamic height is computed by dividing the NAVD 88
 GA0828.geopotential number by the normal gravity value computed on the
 GA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0828.degrees latitude (g = 980.6199 gals.).
 GA0828
 GA0828.The modeled gravity was interpolated from observed gravity values.
 GA0828
 GA0828;                    North         East    Units  Estimated Accuracy
 GA0828;SPC TN       -   211,090.      887,380.      MT  (+/- 180 meters Scaled)
 GA0828
 GA0828                          SUPERSEDED SURVEY CONTROL
 GA0828
 GA0828  NGVD 29 (??/??/92)  519.573  (m)         1704.63   (f) ADJ UNCH    2 0
 GA0828
 GA0828.Superseded values are not recommended for survey control.
 GA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0828.See file dsdata.txt to determine how the superseded data were derived.
 GA0828
 GA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA377069(NAD 83)
 GA0828_MARKER: DB = BENCH MARK DISK
 GA0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0828_STAMPING: A 99 1935
 GA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0828+STABILITY: SURFACE MOTION
 GA0828
 GA0828  HISTORY     - Date     Condition        Report By
 GA0828  HISTORY     - 1935     MONUMENTED       CGS
 GA0828  HISTORY     - 1961     MARK NOT FOUND   NGS
 GA0828  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 GA0828
 GA0828                          STATION DESCRIPTION
 GA0828
 GA0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0828'2.8 MI NE FROM GREENEVILLE.
 GA0828'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0828'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 200 YARDS NORTHEAST
 GA0828'OF BRADBURN CHURCH, AT THE JUNCTION OF A ROAD LEADING EAST, 13
 GA0828'YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 YARDS
 GA0828'NORTHWEST OF THE CENTERLINE OF THE ROAD, 1-1/2 FEET SOUTHEAST
 GA0828'OF A WIRE FENCE LINE, 1 FOOT LOWER THAN THE HIGHWAY AND 0.8
 GA0828'FOOT SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0828'STAMPED A 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0828
 GA0828                          STATION RECOVERY (1974)
 GA0828
 GA0828'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 GA0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2823 ***********************************************************************
 FE2823  DESIGNATION -  AAA
 FE2823  PID         -  FE2823
 FE2823  STATE/COUNTY-  TN/SHELBY
 FE2823  USGS QUAD   -  COLLIERVILLE (1965)
 FE2823
 FE2823                         *CURRENT SURVEY CONTROL
 FE2823  ___________________________________________________________________
 FE2823* NAD 83(1986)-  35 02 01.     (N)    089 41 18.     (W)     SCALED    
 FE2823* NAVD 88     -       108.864  (meters)     357.16   (feet)  ADJUSTED  
 FE2823  ___________________________________________________________________
 FE2823  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE2823  DYNAMIC HT  -         108.762 (meters)     356.83  (feet)  COMP
 FE2823  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FE2823
 FE2823  VERT ORDER  -  FIRST     CLASS II
 FE2823
 FE2823.The horizontal coordinates were scaled from a topographic map and have
 FE2823.an estimated accuracy of +/- 6 seconds.
 FE2823
 FE2823.The orthometric height was determined by differential leveling
 FE2823.and adjusted by the National Geodetic Survey in August 1995..
 FE2823
 FE2823.The geoid height was determined by GEOID03.
 FE2823
 FE2823.The dynamic height is computed by dividing the NAVD 88
 FE2823.geopotential number by the normal gravity value computed on the
 FE2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2823.degrees latitude (g = 980.6199 gals.).
 FE2823
 FE2823.The modeled gravity was interpolated from observed gravity values.
 FE2823
 FE2823;                    North         East    Units  Estimated Accuracy
 FE2823;SPC TN       -    84,040.      263,500.      MT  (+/- 180 meters Scaled)
 FE2823
 FE2823                          SUPERSEDED SURVEY CONTROL
 FE2823
 FE2823.No superseded survey control is available for this station.
 FE2823
 FE2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD547800(NAD 83)
 FE2823_MARKER: P = PIPE CAP
 FE2823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2823_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2823_STAMPING: AAA
 FE2823_MARK LOGO: NONE  
 FE2823_PROJECTION: FLUSH
 FE2823_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2823+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2823_ROD/PIPE-DEPTH: 1.0  meters
 FE2823
 FE2823  HISTORY     - Date     Condition        Report By
 FE2823  HISTORY     - 1992     MONUMENTED       MLGW
 FE2823  HISTORY     - 19920114 GOOD             NGS
 FE2823  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2823
 FE2823                          STATION DESCRIPTION
 FE2823
 FE2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2823'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2823'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2823'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 1.4 KM (0.85 MI)
 FE2823'SOUTHERLY ALONG COUNTY ROAD 175, A WELDED POINT ON A PIPE CAP ATTACHED
 FE2823'TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A 7-INCH PVC PIPE FILLED
 FE2823'WITH CONCRETE, 39.9 M (130.9 FT) NORTH OF THE EXTENDED CENTERLINE OF
 FE2823'COLLIERVILLE ROAD, 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF THE
 FE2823'COUNTY ROAD (BYHALIA ROAD), 2.4 M (7.9 FT) WEST OF A FENCE, AND 0.3 M
 FE2823'(1.0 FT) BELOW THE LEVEL OF THE COUNTY ROAD.
 FE2823
 FE2823                          STATION RECOVERY (2002)
 FE2823
 FE2823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2823'SUSPECTED DESTROYED DUE TO NEW HWY CONSTRUCTION.
 FE2823'HWY 175 AND COLLIERVILLE RD. HAVE BEEN REROUTED IN AREA.
 FE2823'OLD INTERSECTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1521 ***********************************************************************
 FD1521  DESIGNATION -  ABIFF
 FD1521  PID         -  FD1521
 FD1521  STATE/COUNTY-  TN/DICKSON
 FD1521  USGS QUAD   -  LYLES (1992)
 FD1521
 FD1521                         *CURRENT SURVEY CONTROL
 FD1521  ___________________________________________________________________
 FD1521* NAD 83(1995)-  35 58 35.08760(N)    087 19 05.83025(W)     ADJUSTED  
 FD1521* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 FD1521  ___________________________________________________________________
 FD1521  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FD1521  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1521
 FD1521  HORZ ORDER  -  THIRD
 FD1521
 FD1521.The horizontal coordinates were established by classical geodetic methods
 FD1521.and adjusted by the National Geodetic Survey in April 1999..
 FD1521
 FD1521.The orthometric height was scaled from a topographic map.
 FD1521
 FD1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1521
 FD1521.The geoid height was determined by GEOID03.
 FD1521
 FD1521;                    North         East     Units Scale Factor Converg.
 FD1521;SPC TN       -   183,099.132   481,112.437   MT  0.99995148   -0 46 18.4
 FD1521;SPC TN       -   600,717.74  1,578,449.72   sFT  0.99995148   -0 46 18.4
 FD1521;UTM  16      - 3,981,379.162   471,305.037   MT  0.99961015   -0 11 13.1
 FD1521
 FD1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1521!SPC TN       -   0.99996085  x   0.99995148  =   0.99991233
 FD1521!UTM  16      -   0.99996085  x   0.99961015  =   0.99957102
 FD1521
 FD1521|---------------------------------------------------------------------|
 FD1521| PID    Reference Object                     Distance      Geod. Az  |
 FD1521|                                                           dddmmss.s |
 FD1521| CG5417 ABIFF RM 1                           27.109 METERS 06905     |
 FD1521| FD0719 D 22                                 43.335 METERS 18741     |
 FD1521| CG5416 ABIFF AZ MK                                        2621044.5 |
 FD1521| FD1523 TIDWELL                             APPROX. 5.2 KM 2844448.1 |
 FD1521|---------------------------------------------------------------------|
 FD1521
 FD1521                          SUPERSEDED SURVEY CONTROL
 FD1521
 FD1521  NAD 83(1995)-  35 58 35.08995(N)    087 19 05.83363(W) AD(       ) 3
 FD1521  NAD 83(1986)-  35 58 35.09817(N)    087 19 05.83287(W) AD(       ) 3
 FD1521  NAD 27      -  35 58 34.87200(N)    087 19 05.79400(W) AD(       ) 3
 FD1521
 FD1521.Superseded values are not recommended for survey control.
 FD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1521.See file dsdata.txt to determine how the superseded data were derived.
 FD1521
 FD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7130581379(NAD 83)
 FD1521_MARKER: DS = TRIANGULATION STATION DISK
 FD1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1521
 FD1521  HISTORY     - Date     Condition        Report By
 FD1521  HISTORY     - 1953     MONUMENTED       CGS
 FD1521
 FD1521                          STATION DESCRIPTION
 FD1521
 FD1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1521'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WHITE BLUFF AND 8
 FD1521'MILES SOUTHEAST OF
 FD1521'DICKSON ON PROPERTY OWNED BY BEN D LEWIS IN THE SMALL
 FD1521'TOWN OF ABIFF.  IT IS 34 FEET
 FD1521'NORTH OF THE CENTER OF PORTER ROAD, 29
 FD1521'FEET WEST OF THE WEST RAIL OF A RAIL ROAD TRACK
 FD1521'AND 6 FEET NORTHWEST
 FD1521'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FD1521'IS STAMPED ABIFF
 FD1521'1953.
 FD1521'
 FD1521'REFERENCE MARK NO 1 IS 48 FEET NORTH OF THE CENTER OF THE ROAD, 43
 FD1521'FEET SOUTHWEST OF
 FD1521'THE SOUTHWEST CORNER OF A BUILDING AND 24 FEET EAST OF
 FD1521'THE EAST RAIL OF THE RAIL ROAD
 FD1521'TRACK.  THE MARK PROJECTS 4 INCHES AND
 FD1521'THE DISK IS STAMPED ABIFF NO 1 1953.
 FD1521'
 FD1521'BENCH MARK B 22 IS USED AS A REFERENCE MARK.  IT IS 36 FEET EAST OF
 FD1521'THE EAST RAIL OF THE RAIL
 FD1521'ROAD TRACK AND 10 FEET EAST OF THE CENTER OF A
 FD1521'GRAVEL ROAD.  THE MARK IS A 6 X 6
 FD1521'INCH CONCRETE POST, WHICH PROJECTS
 FD1521'4 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK ATOP
 FD1521'STAMPED B 22
 FD1521'1934.
 FD1521'
 FD1521'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 46, 2
 FD1521'FEET NORTH OF A POWER LINE
 FD1521'POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 FD1521'PROJECTS 2 INCHES AND THE DISK
 FD1521'IS STAMPED ABIFF 1953.
 FD1521'
 FD1521'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 46 AND
 FD1521'47, 2 MILES SOUTHEAST OF
 FD1521'DICKSON, GO SOUTH ON HIGHWAY 46 FOR 6.4 MILES TO THE
 FD1521'INTERSECTION OF PORTER ROAD AND
 FD1521'THE AZIMUTH MARK ON THE RIGHT AS
 FD1521'DESCRIBED.  TURN LEFT ON PORTER ROAD AND GO 0.15
 FD1521'MILE TO THE RAIL
 FD1521'ROAD TRACK AND THE STATION ON THE LEFT AS DESCRIBED.
 FD1521'
 FD1521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2379 ***********************************************************************
 FE2379  DESIGNATION -  ADAIR
 FE2379  PID         -  FE2379
 FE2379  STATE/COUNTY-  TN/CROCKETT
 FE2379  USGS QUAD   -  ADAIR (1979)
 FE2379
 FE2379                         *CURRENT SURVEY CONTROL
 FE2379  ___________________________________________________________________
 FE2379* NAD 83(1995)-  35 42 53.34669(N)    088 58 20.17374(W)     ADJUSTED  
 FE2379* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 FE2379  ___________________________________________________________________
 FE2379  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FE2379  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2379
 FE2379  HORZ ORDER  -  THIRD
 FE2379
 FE2379.The horizontal coordinates were established by classical geodetic methods
 FE2379.and adjusted by the National Geodetic Survey in April 1999..
 FE2379
 FE2379.The orthometric height was scaled from a topographic map.
 FE2379
 FE2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2379
 FE2379.The geoid height was determined by GEOID03.
 FE2379
 FE2379;                    North         East     Units Scale Factor Converg.
 FE2379;SPC TN       -   157,357.898   331,102.234   MT  0.99995056   -1 44 24.3
 FE2379;SPC TN       -   516,265.04  1,086,291.25   sFT  0.99995056   -1 44 24.3
 FE2379;UTM  16      - 3,954,111.284   321,594.852   MT  0.99999222   -1 09 05.8
 FE2379
 FE2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2379!SPC TN       -   0.99998434  x   0.99995056  =   0.99993490
 FE2379!UTM  16      -   0.99998434  x   0.99999222  =   0.99997656
 FE2379
 FE2379|---------------------------------------------------------------------|
 FE2379| PID    Reference Object                     Distance      Geod. Az  |
 FE2379|                                                           dddmmss.s |
 FE2379| CG3092 ADAIR RM 1                           22.868 METERS 14251     |
 FE2379| CG3091 ADAIR AZ MK                                        2473501.7 |
 FE2379| CG3093 ADAIR RM 2                           20.660 METERS 27141     |
 FE2379|---------------------------------------------------------------------|
 FE2379
 FE2379                          SUPERSEDED SURVEY CONTROL
 FE2379
 FE2379  NAD 83(1995)-  35 42 53.35122(N)    088 58 20.17746(W) AD(       ) 3
 FE2379  NAD 83(1986)-  35 42 53.35825(N)    088 58 20.17455(W) AD(       ) 3
 FE2379  NAD 27      -  35 42 53.10490(N)    088 58 19.94740(W) AD(       ) 3
 FE2379
 FE2379.Superseded values are not recommended for survey control.
 FE2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2379.See file dsdata.txt to determine how the superseded data were derived.
 FE2379
 FE2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2159554111(NAD 83)
 FE2379_MARKER: DS = TRIANGULATION STATION DISK
 FE2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2379
 FE2379  HISTORY     - Date     Condition        Report By
 FE2379  HISTORY     - 1958     MONUMENTED       CGS
 FE2379
 FE2379                          STATION DESCRIPTION
 FE2379
 FE2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2379'THE STATION IS ABOUT 6 MILES EAST OF BELLS AND 7 MILES SOUTHWEST OF
 FE2379'HUMBOLDT, ON PROPERTY OWNED BY MR. DUANE ARNS. IT IS 31 FEET NORTH
 FE2379'OF THE CENTERLINE OF STATE HIGHWAY 20, 1 FOOT NORTH OF A WIRE FENCE,
 FE2379'14 FEET SOUTHWEST OF A TELEPHONE POLE AND 6 FEET WEST OF A WHITE
 FE2379'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ADAIR
 FE2379'1958.
 FE2379'
 FE2379'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2379'HIGHWAY 20 IN THE WESTERN PART OF JACKSON, GO
 FE2379'NORTHWESTERLY ON STATE HIGHWAY 20 FOR 5.7 MILES TO A FORK AND HIGHWAY
 FE2379'20 CURVES TO THE RIGHT. CONTINUE TO THE RIGHT ON HIGHWAY 20 FOR 5.5
 FE2379'MILES TO A GRAVELED SIDE ROAD RIGHT. CONTINUE WEST ON HIGHWAY 20 FOR
 FE2379'0.25 MILE TO STATION ON THE RIGHT.
 FE2379'
 FE2379'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 FE2379'20 FOR 0.2 MILE TO A DIRT SIDE ROAD LEFT. TURN LEFT AND GO
 FE2379'SOUTH ON ED WOODS RD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2379'
 FE2379'REFERENCE MARK 1 IS 27 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 FE2379'20 AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2379'DISK IS STAMPED ADAIR NO 1 1958.
 FE2379'
 FE2379'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 FE2379'20 AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2379'DISK IS STAMPED ADAIR NO 2 1958.
 FE2379'
 FE2379'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF ED WOODS RD, 81
 FE2379'FEET EAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 1
 FE2379'FOOT WEST OF A WIRE FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 FE2379'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ADAIR 1958.
 FE2379'
 FE2379'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0412 ***********************************************************************
 FE0412  DESIGNATION -  ADAMS
 FE0412  PID         -  FE0412
 FE0412  STATE/COUNTY-  TN/MCNAIRY
 FE0412  USGS QUAD   -  STANTONVILLE (1992)
 FE0412
 FE0412                         *CURRENT SURVEY CONTROL
 FE0412  ___________________________________________________________________
 FE0412* NAD 83(1995)-  35 14 09.77538(N)    088 23 42.04317(W)     ADJUSTED  
 FE0412* NAVD 88     -       156.677  (meters)     514.03   (feet)  ADJUSTED  
 FE0412  ___________________________________________________________________
 FE0412  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE0412  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0412  DYNAMIC HT  -         156.534 (meters)     513.56  (feet)  COMP
 FE0412  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0412
 FE0412  HORZ ORDER  -  SECOND
 FE0412  VERT ORDER  -  SECOND    CLASS 0
 FE0412
 FE0412.The horizontal coordinates were established by classical geodetic methods
 FE0412.and adjusted by the National Geodetic Survey in April 1999..
 FE0412
 FE0412.The orthometric height was determined by differential leveling
 FE0412.and adjusted by the National Geodetic Survey in June 1991..
 FE0412
 FE0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0412
 FE0412.The geoid height was determined by GEOID03.
 FE0412
 FE0412.The dynamic height is computed by dividing the NAVD 88
 FE0412.geopotential number by the normal gravity value computed on the
 FE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0412.degrees latitude (g = 980.6199 gals.).
 FE0412
 FE0412.The modeled gravity was interpolated from observed gravity values.
 FE0412
 FE0412;                    North         East     Units Scale Factor Converg.
 FE0412;SPC TN       -   102,824.105   382,014.681   MT  1.00000249   -1 24 07.7
 FE0412;SPC TN       -   337,348.75  1,253,326.50   sFT  1.00000249   -1 24 07.7
 FE0412;UTM  16      - 3,900,112.125   373,065.266   MT  0.99979857   -0 48 17.8
 FE0412
 FE0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0412!SPC TN       -   0.99997974  x   1.00000249  =   0.99998223
 FE0412!UTM  16      -   0.99997974  x   0.99979857  =   0.99977832
 FE0412
 FE0412:                Primary Azimuth Mark                     Grid Az
 FE0412:SPC TN       -  ADAMS AZ MK                              006 32 14.6
 FE0412:UTM  16      -  ADAMS AZ MK                              005 56 24.7
 FE0412
 FE0412|---------------------------------------------------------------------|
 FE0412| PID    Reference Object                     Distance      Geod. Az  |
 FE0412|                                                           dddmmss.s |
 FE0412| FE0414 ADAMS AZ MK                                        0050806.9 |
 FE0412| CG3098 ADAMS RM 1                           28.139 METERS 03110     |
 FE0412| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 1.3 KM 1094617.4 |
 FE0412| CG3099 ADAMS RM 2                           32.571 METERS 26744     |
 FE0412|---------------------------------------------------------------------|
 FE0412
 FE0412                          SUPERSEDED SURVEY CONTROL
 FE0412
 FE0412  NAD 83(1995)-  35 14 09.77787(N)    088 23 42.04455(W) AD(       ) 2
 FE0412  NAD 83(1995)-  35 14 09.77853(N)    088 23 42.04388(W) AD(       ) 2
 FE0412  NAD 83(1995)-  35 14 09.78352(N)    088 23 42.04405(W) AD(       ) 2
 FE0412  NAD 83(1986)-  35 14 09.78448(N)    088 23 42.04388(W) AD(       ) 2
 FE0412  NAD 27      -  35 14 09.49160(N)    088 23 41.89620(W) AD(       ) 2
 FE0412  NGVD 29 (??/??/??)  156.678  (m)          514.03   (f) ADJUSTED    2 0
 FE0412
 FE0412.Superseded values are not recommended for survey control.
 FE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0412.See file dsdata.txt to determine how the superseded data were derived.
 FE0412
 FE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7306500112(NAD 83)
 FE0412_MARKER: DS = TRIANGULATION STATION DISK
 FE0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0412_STAMPING: ADAMS 1962
 FE0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0412+STABILITY: SURFACE MOTION
 FE0412
 FE0412  HISTORY     - Date     Condition        Report By
 FE0412  HISTORY     - 1962     MONUMENTED       TNHD
 FE0412  HISTORY     - 1962     GOOD             TNHD
 FE0412
 FE0412                          STATION DESCRIPTION
 FE0412
 FE0412'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0412'THE STATION IS LOCATED IN ADAMSVILLE.
 FE0412'
 FE0412'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO WEST ON
 FE0412'STATE ROUTE NO. 15 FOR 0.1 MILE TO A FORK AND THE STATION ON
 FE0412'THE RIGHT AS DESCRIBED.
 FE0412'
 FE0412'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0412'DEPARTMENT DISKS STAMPED ADAMS 1962. THE SURFACE MARK IS SET IN
 FE0412'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND MARK IS
 FE0412'ABOUT 30 INCHES BELOW THE SURFACE.  THE STATION IS 29 FEET
 FE0412'WEST OF A PAVED ROAD, 50 FEET SOUTHWEST OF A POWER POLE, AND 56 FEET
 FE0412'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH
 FE0412'OF A WHITE FRAME HOUSE.
 FE0412'
 FE0412'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0412'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE, MONUMENT AND THE
 FE0412'DISK IS STAMPED ADAMS RM-1 1962. IT IS 18 FEET EAST OF THE
 FE0412'APPROXIMATE CENTER OF THE PAVED ROAD, 1.3 FEET WEST OF A POWER
 FE0412'POLE, 35 FEET SOUTHWEST OF THE SOUTHWEST WING OF THE ADAMSVILLE
 FE0412'BAPTIST CHURCH.
 FE0412'
 FE0412'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0412'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT STAMPED
 FE0412'ADAMS RM-2 1962. IT IS 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE0412'CONCRETE PORCH OF A WHITE FRAME HOUSE, 19 FEET EAST OF CENTER
 FE0412'OF DRIVEWAY, AND 23 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED
 FE0412'ROAD.
 FE0412'
 FE0412'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0412'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0412'DISK IS STAMPED ADAMS AZI 1962. IT IS 19 FEET NORTHWEST OF THE
 FE0412'APPROXIMATE CENTER OF A PAVED ROAD, 35 FEET SOUTHWEST OF
 FE0412'AN 18 INCH OAK TREE, AND 25 FEET SOUTHEAST OF A POWER POLE.
 FE0412'
 FE0412'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON BAPTIST ROAD
 FE0412'FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE0412'
 FE0412'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 FE0412
 FE0412                          STATION RECOVERY (1962)
 FE0412
 FE0412'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0412'AT ADAMSVILLE.
 FE0412'FROM THE POST OFFICE IN ADAMSVILLE GO WEST ON U.S. HIGHWAY 64
 FE0412'FOR 0.1 MILE TO A FORK IN THE ROAD AND THE STATION ON THE RIGHT.
 FE0412'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION
 FE0412'OF THE RIGHT HAND BRANCH OF THE FORK AND BAPTIST ROAD.  THE
 FE0412'STATION IS 29 FEET WEST OF THE CENTERLINE OF BAPTIST ROAD, 50
 FE0412'FEET SOUTHWEST OF A POWER POLE AND 56 FEET SOUTHEAST OF THE
 FE0412'SOUTHEAST CORNER OF A CONCRETE PORCH OF A WHITE FRAME HOUSE.
 FE0412'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0412'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0412'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1454 ***********************************************************************
 FD1454  DESIGNATION -  ADAMS
 FD1454  PID         -  FD1454
 FD1454  STATE/COUNTY-  TN/BEDFORD
 FD1454  USGS QUAD   -  BEDFORD (1981)
 FD1454
 FD1454                         *CURRENT SURVEY CONTROL
 FD1454  ___________________________________________________________________
 FD1454* NAD 83(1995)-  35 24 17.94640(N)    086 34 19.58965(W)     ADJUSTED  
 FD1454* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 FD1454  ___________________________________________________________________
 FD1454  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FD1454  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1454
 FD1454  HORZ ORDER  -  SECOND
 FD1454
 FD1454.The horizontal coordinates were established by classical geodetic methods
 FD1454.and adjusted by the National Geodetic Survey in April 1999..
 FD1454
 FD1454.The orthometric height was scaled from a topographic map.
 FD1454
 FD1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1454
 FD1454.The geoid height was determined by GEOID03.
 FD1454
 FD1454;                    North         East     Units Scale Factor Converg.
 FD1454;SPC TN       -   119,051.290   548,033.443   MT  0.99997627   -0 20 05.8
 FD1454;SPC TN       -   390,587.44  1,798,006.39   sFT  0.99997627   -0 20 05.8
 FD1454;UTM  16      - 3,918,039.929   538,852.596   MT  0.99961860   +0 14 52.5
 FD1454
 FD1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1454!SPC TN       -   0.99994865  x   0.99997627  =   0.99992493
 FD1454!UTM  16      -   0.99994865  x   0.99961860  =   0.99956727
 FD1454
 FD1454:                Primary Azimuth Mark                     Grid Az
 FD1454:SPC TN       -  ADAMS AZ MK                              040 37 55.7
 FD1454:UTM  16      -  ADAMS AZ MK                              040 02 57.4
 FD1454
 FD1454|---------------------------------------------------------------------|
 FD1454| PID    Reference Object                     Distance      Geod. Az  |
 FD1454|                                                           dddmmss.s |
 FD1454| CG5421 ADAMS AZ MK                                        0401749.9 |
 FD1454| CG5422 ADAMS RM 1                           22.531 METERS 08008     |
 FD1454| CG5423 ADAMS RM 2                           20.031 METERS 14803     |
 FD1454|---------------------------------------------------------------------|
 FD1454
 FD1454                          SUPERSEDED SURVEY CONTROL
 FD1454
 FD1454  NAD 83(1995)-  35 24 17.95160(N)    086 34 19.59139(W) AD(       ) 2
 FD1454  NAD 83(1995)-  35 24 17.95235(N)    086 34 19.58895(W) AD(       ) 2
 FD1454  NAD 83(1986)-  35 24 17.95746(N)    086 34 19.58838(W) AD(       ) 2
 FD1454  NAD 27      -  35 24 17.68800(N)    086 34 19.60400(W) AD(       ) 2
 FD1454
 FD1454.Superseded values are not recommended for survey control.
 FD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1454.See file dsdata.txt to determine how the superseded data were derived.
 FD1454
 FD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3885318040(NAD 83)
 FD1454_MARKER: DS = TRIANGULATION STATION DISK
 FD1454_SETTING: 80 = SET IN A BOULDER
 FD1454_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FD1454
 FD1454  HISTORY     - Date     Condition        Report By
 FD1454  HISTORY     - 1934     MONUMENTED       CGS
 FD1454
 FD1454                          STATION DESCRIPTION
 FD1454
 FD1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1454'ABOUT 8.5 MILES SOUTHWEST OF SHELBYVILLE, 8.25 MILES WEST-NORTHWEST
 FD1454'OF FLAT, 1.5 MILES
 FD1454'NORTH-NORTHEAST OF RICHMOND, ON TOP OF HIGHEST
 FD1454'POINT OF HEAVILY WOODED RIDGE, ON
 FD1454'PROPERTY OF G.E. ADAMS AND 0.3
 FD1454'MILE SOUTH OF HOME OF W A WINFORD.  TO REACH FROM
 FD1454'JUNCTION OF U S
 FD1454'ROUTE 241 AND STATE ROUTE 64 (1 MILE SOUTH OF SHELBYVILLE), FOLLOW
 FD1454'ROUTE 64 WEST
 FD1454'2.55 MILES, TURN LEFT (SOUTH) ONTO T-ROAD, GO 3.55
 FD1454'MILES (0.05 MILE BEYOND STORE),
 FD1454'TURN RIGHT ONTO STONE ROAD, GO 1.5
 FD1454'MILES, TURN LEFT INTO LANE, GO 0.4 MILE TO W A
 FD1454'WINFORDS HOME (END OF
 FD1454'TRUCK TRAVEL), AND CONTINUE UP HILL ALONG NORTH-SOUTH FENCE LINE
 FD1454'0.3 MILE TO
 FD1454'SUMMIT AND STATION SITE IN SMALL SADDLE, 65 FEET NORTH OF
 FD1454'HIGH POINT OF HILL, 59
 FD1454'FEET NORTHWEST OF 34-INCH OAK WITH TRIANGULAR
 FD1454'BLAZE, AND 30 FEET NORTH OF WIRE FENCE.
 FD1454'SURFACE MARK IS STANDARD
 FD1454'STATION DISK IN BOULDER.  UNDERGROUND MARK IS
 FD1454'STANDARD
 FD1454'STATION DISK IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1454'STANDARD REFERENCE
 FD1454'DISKS IN BOULDERS.  NO 1 IS DOWN EAST
 FD1454'SLOPE OF SUMMIT TOWARD CLEARED FIELD
 FD1454'AND 73.92 FEET FROM STATION N 80 DEG 08 MIN E.
 FD1454'NO 2 IS ON HIGH GROUND, NEAR
 FD1454'LARGE OAK TREE
 FD1454'WITH TRIANGULAR BLAZE, AND 65.72 FEET FROM STATION S 31 DEG 57 MIN E.
 FD1454'AZIMUTH MARK IS IN LARGE FLAT ROCK OUTCROP NEAR BASE OF
 FD1454'HILL, 250 YARDS WEST OF WINFORDS
 FD1454'HOUSE, 40 FEET SOUTH OF LARGE MAPLE
 FD1454'TREE, AND 0.2 MILE FROM STATION N 40 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2441 ***********************************************************************
 GC2441  DESIGNATION -  ADAMS
 GC2441  PID         -  GC2441
 GC2441  STATE/COUNTY-  TN/ROBERTSON
 GC2441  USGS QUAD   -  ADAMS (1984)
 GC2441
 GC2441                         *CURRENT SURVEY CONTROL
 GC2441  ___________________________________________________________________
 GC2441* NAD 83(1995)-  36 34 10.99814(N)    087 02 07.85933(W)     ADJUSTED  
 GC2441* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2441  ___________________________________________________________________
 GC2441  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GC2441  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2441
 GC2441  HORZ ORDER  -  THIRD
 GC2441
 GC2441.The horizontal coordinates were established by classical geodetic methods
 GC2441.and adjusted by the National Geodetic Survey in April 1999..
 GC2441
 GC2441.The orthometric height was scaled from a topographic map.
 GC2441
 GC2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2441
 GC2441.The geoid height was determined by GEOID03.
 GC2441
 GC2441;                    North         East     Units Scale Factor Converg.
 GC2441;SPC TN       -   248,623.535   507,309.063   MT  1.00003073   -0 36 22.4
 GC2441;SPC TN       -   815,692.38  1,664,396.48   sFT  1.00003073   -0 36 22.4
 GC2441;UTM  16      - 4,047,142.519   496,822.166   MT  0.99960012   -0 01 16.2
 GC2441
 GC2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2441!SPC TN       -   0.99997468  x   1.00003073  =   1.00000541
 GC2441!UTM  16      -   0.99997468  x   0.99960012  =   0.99957481
 GC2441
 GC2441|---------------------------------------------------------------------|
 GC2441| PID    Reference Object                     Distance      Geod. Az  |
 GC2441|                                                           dddmmss.s |
 GC2441| CG5428 ADAMS RM 1                           28.634 METERS 08224     |
 GC2441| GC2414 DUNN 2                              APPROX. 5.8 KM 1115348.2 |
 GC2441| CG5427 ADAMS AZ MK                                        1824720.3 |
 GC2441| CG5429 ADAMS RM 2                           27.452 METERS 32716     |
 GC2441|---------------------------------------------------------------------|
 GC2441
 GC2441                          SUPERSEDED SURVEY CONTROL
 GC2441
 GC2441  NAD 83(1995)-  36 34 10.99892(N)    087 02 07.86150(W) AD(       ) 3
 GC2441  NAD 83(1995)-  36 34 11.00066(N)    087 02 07.86556(W) AD(       ) 3
 GC2441  NAD 83(1986)-  36 34 11.00704(N)    087 02 07.86426(W) AD(       ) 3
 GC2441  NAD 27      -  36 34 10.84800(N)    087 02 07.85700(W) AD(       ) 3
 GC2441
 GC2441.Superseded values are not recommended for survey control.
 GC2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2441.See file dsdata.txt to determine how the superseded data were derived.
 GC2441
 GC2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9682247143(NAD 83)
 GC2441_MARKER: DS = TRIANGULATION STATION DISK
 GC2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2441
 GC2441  HISTORY     - Date     Condition        Report By
 GC2441  HISTORY     - 1953     MONUMENTED       CGS
 GC2441
 GC2441                          STATION DESCRIPTION
 GC2441
 GC2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2441'STATION IS LOCATED ON THE PROPERTY OF VICTOR BAGGETT ALONG THE SOUTH
 GC2441'SIDE OF U.S. HIGHWAY 41 ABOUT 12 MILES NORTHWEST OF SPRINGFIELD AND
 GC2441'ABOUT 2 MILES SOUTHEAST OF ADAMS. IT IS 97 FEET SOUTHWEST OF A WHITE
 GC2441'WITNESS POST, 81 FEET SOUTH OF THE INTERSECTION OF HIGHWAY 41 AND A
 GC2441'GRAVEL ROAD, 47 FEET EAST OF THE NORTHEAST CORNER OF A SHED AND 26
 GC2441'FEET WEST OF THE CENTER OF THE GRAVEL ROAD. THE MARK IS FLUSH AND
 GC2441'THE DISK IS STAMPED ADAMS 1953.
 GC2441'
 GC2441'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE CENTER OF THE GRAVEL
 GC2441'ROAD, 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 3 FEET WEST OF
 GC2441'A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GC2441'IS STAMPED ADAMS NO 1 1953.
 GC2441'
 GC2441'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2441'THE SHED, 37 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 19
 GC2441'FEET SOUTHEAST OF A POWER POLE. THE MARK IS FLUSH AND THE DISK IS
 GC2441'STAMPED ADAMS NO 2 1953.
 GC2441'
 GC2441'AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 2
 GC2441'FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT
 GC2441'2 INCHES AND THE DISK IS STAMPED ADAMS 1953.
 GC2441'
 GC2441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2441'HIGHWAY 76 IN ADAMS, GO SOUTHEAST ON HIGHWAY 41 FOR 1.95 MILES TO A
 GC2441'GRAVEL ROAD RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2441'
 GC2441'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVEL
 GC2441'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2441'
 GC2441'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0414 ***********************************************************************
 FE0414  DESIGNATION -  ADAMS AZ MK
 FE0414  PID         -  FE0414
 FE0414  STATE/COUNTY-  TN/MCNAIRY
 FE0414  USGS QUAD   -  STANTONVILLE (1992)
 FE0414
 FE0414                         *CURRENT SURVEY CONTROL
 FE0414  ___________________________________________________________________
 FE0414* NAD 83(1986)-  35 14 09.     (N)    088 23 41.     (W)     SCALED    
 FE0414* NAVD 88     -       156.965  (meters)     514.98   (feet)  ADJUSTED  
 FE0414  ___________________________________________________________________
 FE0414  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0414  DYNAMIC HT  -         156.822 (meters)     514.51  (feet)  COMP
 FE0414  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0414
 FE0414  VERT ORDER  -  SECOND    CLASS 0
 FE0414
 FE0414.The horizontal coordinates were scaled from a topographic map and have
 FE0414.an estimated accuracy of +/- 6 seconds.
 FE0414
 FE0414.The orthometric height was determined by differential leveling
 FE0414.and adjusted by the National Geodetic Survey in June 1991..
 FE0414
 FE0414.The geoid height was determined by GEOID03.
 FE0414
 FE0414.The dynamic height is computed by dividing the NAVD 88
 FE0414.geopotential number by the normal gravity value computed on the
 FE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0414.degrees latitude (g = 980.6199 gals.).
 FE0414
 FE0414.The modeled gravity was interpolated from observed gravity values.
 FE0414
 FE0414;                    North         East    Units  Estimated Accuracy
 FE0414;SPC TN       -   102,800.      382,040.      MT  (+/- 180 meters Scaled)
 FE0414
 FE0414                          SUPERSEDED SURVEY CONTROL
 FE0414
 FE0414  NGVD 29 (??/??/??)  156.966  (m)          514.98   (f) ADJUSTED    2 0
 FE0414
 FE0414.Superseded values are not recommended for survey control.
 FE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0414.See file dsdata.txt to determine how the superseded data were derived.
 FE0414
 FE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE730000(NAD 83)
 FE0414_MARKER: DZ = AZIMUTH MARK DISK
 FE0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0414_STAMPING: ADAMS AZI 1962
 FE0414_MARK LOGO: TNHD  
 FE0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0414+STABILITY: SURFACE MOTION
 FE0414
 FE0414  HISTORY     - Date     Condition        Report By
 FE0414  HISTORY     - 1962     MONUMENTED       TNHD
 FE0414
 FE0414                          STATION DESCRIPTION
 FE0414
 FE0414'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0414'AT ADAMSVILLE.
 FE0414'FROM THE POST OFFICE IN ADAMSVILLE GO WEST ON U.S. HIGHWAY 64
 FE0414'FOR 0.1 MILE TO A FORK IN THE ROAD AND BAPTIST ROAD INTERSECTING
 FE0414'WITH THE RIGHT HAND BRANCH OF THE FORK.  GO NORTH ON BAPTIST
 FE0414'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 FE0414'MARK IS LOCATED 25 FEET SOUTHEAST OF A POWER POLE, 35 FEET
 FE0414'SOUTHWEST OF AN 18 INCH OAK TREE AND 19 FEET NORTHWEST OF THE
 FE0414'CENTERLINE OF BAPTIST ROAD.  (AT THIS POINT BAPTIST ROAD IS A
 FE0414'CURVING 90 DEGREE TURN TO THE RIGHT AND THE MEASUREMENT WAS
 FE0414'TAKEN FROM THE CENTER OF THE CURVE) THE MARK IS A STANDARD
 FE0414'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0414'CONCRETE SQUARE, FLUSH MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0413 ***********************************************************************
 FE0413  DESIGNATION -  ADAMS RM 1
 FE0413  PID         -  FE0413
 FE0413  STATE/COUNTY-  TN/MCNAIRY
 FE0413  USGS QUAD   -  STANTONVILLE (1992)
 FE0413
 FE0413                         *CURRENT SURVEY CONTROL
 FE0413  ___________________________________________________________________
 FE0413* NAD 83(1986)-  35 14 08.     (N)    088 23 40.     (W)     SCALED    
 FE0413* NAVD 88     -       156.007  (meters)     511.83   (feet)  ADJUSTED  
 FE0413  ___________________________________________________________________
 FE0413  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0413  DYNAMIC HT  -         155.866 (meters)     511.37  (feet)  COMP
 FE0413  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0413
 FE0413  VERT ORDER  -  SECOND    CLASS 0
 FE0413
 FE0413.The horizontal coordinates were scaled from a topographic map and have
 FE0413.an estimated accuracy of +/- 6 seconds.
 FE0413
 FE0413.The orthometric height was determined by differential leveling
 FE0413.and adjusted by the National Geodetic Survey in June 1991..
 FE0413
 FE0413.The geoid height was determined by GEOID03.
 FE0413
 FE0413.The dynamic height is computed by dividing the NAVD 88
 FE0413.geopotential number by the normal gravity value computed on the
 FE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0413.degrees latitude (g = 980.6199 gals.).
 FE0413
 FE0413.The modeled gravity was interpolated from observed gravity values.
 FE0413
 FE0413;                    North         East    Units  Estimated Accuracy
 FE0413;SPC TN       -   102,770.      382,070.      MT  (+/- 180 meters Scaled)
 FE0413
 FE0413                          SUPERSEDED SURVEY CONTROL
 FE0413
 FE0413  NGVD 29 (??/??/??)  156.009  (m)          511.84   (f) ADJUSTED    2 0
 FE0413
 FE0413.Superseded values are not recommended for survey control.
 FE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0413.See file dsdata.txt to determine how the superseded data were derived.
 FE0413
 FE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE731000(NAD 83)
 FE0413_MARKER: DR = REFERENCE MARK DISK
 FE0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0413_STAMPING: ADAMS RM-1 1962
 FE0413_MARK LOGO: TNHD  
 FE0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0413+STABILITY: SURFACE MOTION
 FE0413
 FE0413  HISTORY     - Date     Condition        Report By
 FE0413  HISTORY     - 1962     MONUMENTED       TNHD
 FE0413
 FE0413                          STATION DESCRIPTION
 FE0413
 FE0413'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0413'AT ADAMSVILLE.
 FE0413'THIS MARK IS LOCATED AT THE ADAMS 1962 STATION SITE, 1.3 FEET
 FE0413'WEST OF A POWER POLE, 18 FEET EAST OF THE CENTERLINE OF BAPTIST
 FE0413'ROAD AND 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST
 FE0413'WING OF THE ADAMSVILLE BAPTIST CHURCH.  THE MARK IS A STANDARD
 FE0413'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0413'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0411 ***********************************************************************
 FE0411  DESIGNATION -  ADAMS RM 2
 FE0411  PID         -  FE0411
 FE0411  STATE/COUNTY-  TN/MCNAIRY
 FE0411  USGS QUAD   -  STANTONVILLE (1992)
 FE0411
 FE0411                         *CURRENT SURVEY CONTROL
 FE0411  ___________________________________________________________________
 FE0411* NAD 83(1986)-  35 14 11.     (N)    088 23 40.     (W)     SCALED    
 FE0411* NAVD 88     -       157.508  (meters)     516.76   (feet)  ADJUSTED  
 FE0411  ___________________________________________________________________
 FE0411  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0411  DYNAMIC HT  -         157.365 (meters)     516.29  (feet)  COMP
 FE0411  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0411
 FE0411  VERT ORDER  -  SECOND    CLASS 0
 FE0411
 FE0411.The horizontal coordinates were scaled from a topographic map and have
 FE0411.an estimated accuracy of +/- 6 seconds.
 FE0411
 FE0411.The orthometric height was determined by differential leveling
 FE0411.and adjusted by the National Geodetic Survey in June 1991..
 FE0411
 FE0411.The geoid height was determined by GEOID03.
 FE0411
 FE0411.The dynamic height is computed by dividing the NAVD 88
 FE0411.geopotential number by the normal gravity value computed on the
 FE0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0411.degrees latitude (g = 980.6199 gals.).
 FE0411
 FE0411.The modeled gravity was interpolated from observed gravity values.
 FE0411
 FE0411;                    North         East    Units  Estimated Accuracy
 FE0411;SPC TN       -   102,860.      382,070.      MT  (+/- 180 meters Scaled)
 FE0411
 FE0411                          SUPERSEDED SURVEY CONTROL
 FE0411
 FE0411  NGVD 29 (??/??/??)  157.510  (m)          516.76   (f) ADJUSTED    2 0
 FE0411
 FE0411.Superseded values are not recommended for survey control.
 FE0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0411.See file dsdata.txt to determine how the superseded data were derived.
 FE0411
 FE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE731001(NAD 83)
 FE0411_MARKER: DR = REFERENCE MARK DISK
 FE0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0411_STAMPING: ADAMS RM-2 1962
 FE0411_MARK LOGO: TNHD  
 FE0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0411+STABILITY: SURFACE MOTION
 FE0411
 FE0411  HISTORY     - Date     Condition        Report By
 FE0411  HISTORY     - 1962     MONUMENTED       TNHD
 FE0411
 FE0411                          STATION DESCRIPTION
 FE0411
 FE0411'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0411'AT ADAMSVILLE.
 FE0411'THIS MARK IS LOCATED AT THE ADAMS 1962 STATION SITE, 30 FEET
 FE0411'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PORCH OF A WHITE
 FE0411'FRAME HOUSE, 19 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND
 FE0411'23 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD.  THE MARK IS A
 FE0411'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FE0411'10-INCH CONCRETE, SQUARE, FLUSH MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2261 ***********************************************************************
 FE2261  DESIGNATION -  ADAMSVILLE MUNICIPAL TANK
 FE2261  PID         -  FE2261
 FE2261  STATE/COUNTY-  TN/MCNAIRY
 FE2261  USGS QUAD   -  STANTONVILLE (1992)
 FE2261
 FE2261                         *CURRENT SURVEY CONTROL
 FE2261  ___________________________________________________________________
 FE2261* NAD 83(1995)-  35 13 55.13031(N)    088 22 52.39764(W)     ADJUSTED  
 FE2261* NAVD 88     -                                                        
 FE2261  ___________________________________________________________________
 FE2261  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FE2261  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2261
 FE2261  HORZ ORDER  -  THIRD
 FE2261
 FE2261.The horizontal coordinates were established by classical geodetic methods
 FE2261.and adjusted by the National Geodetic Survey in April 1999..
 FE2261
 FE2261
 FE2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2261
 FE2261.The geoid height was determined by GEOID03.
 FE2261
 FE2261;                    North         East     Units Scale Factor Converg.
 FE2261;SPC TN       -   102,342.277   383,258.607   MT  1.00000323   -1 23 38.6
 FE2261;SPC TN       -   335,767.95  1,257,407.61   sFT  1.00000323   -1 23 38.6
 FE2261;UTM  16      - 3,899,643.385   374,313.888   MT  0.99979468   -0 47 48.9
 FE2261
 FE2261                          SUPERSEDED SURVEY CONTROL
 FE2261
 FE2261  NAD 83(1995)-  35 13 55.13283(N)    088 22 52.39881(W) AD(       ) 4
 FE2261  NAD 83(1995)-  35 13 55.13348(N)    088 22 52.39816(W) AD(       ) 4
 FE2261  NAD 83(1995)-  35 13 55.13831(N)    088 22 52.39835(W) AD(       ) 4
 FE2261  NAD 83(1986)-  35 13 55.13940(N)    088 22 52.39818(W) AD(       ) 4
 FE2261  NAD 27      -  35 13 54.84600(N)    088 22 52.25200(W) AD(       ) 3
 FE2261
 FE2261.Superseded values are not recommended for survey control.
 FE2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2261.See file dsdata.txt to determine how the superseded data were derived.
 FE2261
 FE2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7431499643(NAD 83)
 FE2261_MARKER: 53 = ELEVATED TANK
 FE2261
 FE2261  HISTORY     - Date     Condition        Report By
 FE2261  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FE2261
 FE2261                          STATION DESCRIPTION
 FE2261
 FE2261'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2261'THE STATION IS LOCATED 0.5 MILE SOUTHEAST OF THE POST OFFICE IN
 FE2261'ADAMSVILLE ON CITY PARK PROPERTY. IT IS A 4 LEGGED STEEL
 FE2261'STRUCTURE ABOUT 150 FEET HIGH. THE ENTIRE STRUCTURE IS PAINTED
 FE2261'ALUMINUM WITH BLACK LETTERING ADAMSVILLE ON THE SIDE
 FE2261'OF THE TANK. THE POINT INTERSECTED WAS THE STEEL BALL AT THE TOP.
 FE2261'
 FE2261'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO 1.2 MILE
 FE2261'EAST ON STATE ROUTE 15 TO WALNUT STREET ON THE RIGHT, TURN
 FE2261'RIGHT, AND GO 0.1 MILE SOUTH ON WALNUT STREET TO THE WATER TANK ON
 FE2261'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0554 ***********************************************************************
 FD0554  DESIGNATION -  AENON
 FD0554  PID         -  FD0554
 FD0554  STATE/COUNTY-  TN/WILLIAMSON
 FD0554  USGS QUAD   -  BETHESDA (1982)
 FD0554
 FD0554                         *CURRENT SURVEY CONTROL
 FD0554  ___________________________________________________________________
 FD0554* NAD 83(1995)-  35 46 26.24204(N)    086 51 46.04276(W)     ADJUSTED  
 FD0554* NAVD 88     -       246.984  (meters)     810.31   (feet)  ADJUSTED  
 FD0554  ___________________________________________________________________
 FD0554  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD0554  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0554  DYNAMIC HT  -         246.765 (meters)     809.59  (feet)  COMP
 FD0554  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0554
 FD0554  HORZ ORDER  -  SECOND
 FD0554  VERT ORDER  -  SECOND    CLASS 0
 FD0554
 FD0554.The horizontal coordinates were established by classical geodetic methods
 FD0554.and adjusted by the National Geodetic Survey in April 1999..
 FD0554
 FD0554.The orthometric height was determined by differential leveling
 FD0554.and adjusted by the National Geodetic Survey in June 1991..
 FD0554
 FD0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0554
 FD0554.The geoid height was determined by GEOID03.
 FD0554
 FD0554.The dynamic height is computed by dividing the NAVD 88
 FD0554.geopotential number by the normal gravity value computed on the
 FD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0554.degrees latitude (g = 980.6199 gals.).
 FD0554
 FD0554.The modeled gravity was interpolated from observed gravity values.
 FD0554
 FD0554;                    North         East     Units Scale Factor Converg.
 FD0554;SPC TN       -   160,179.440   521,991.302   MT  0.99994895   -0 30 18.4
 FD0554;SPC TN       -   525,522.05  1,712,566.46   sFT  0.99994895   -0 30 18.4
 FD0554;UTM  16      - 3,958,886.037   512,401.640   MT  0.99960190   +0 04 48.8
 FD0554
 FD0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0554!SPC TN       -   0.99996568  x   0.99994895  =   0.99991463
 FD0554!UTM  16      -   0.99996568  x   0.99960190  =   0.99956759
 FD0554
 FD0554|---------------------------------------------------------------------|
 FD0554| PID    Reference Object                     Distance      Geod. Az  |
 FD0554|                                                           dddmmss.s |
 FD0554| FD0555 AENON RM 1                           19.819 METERS 08918     |
 FD0554| FD0556 AENON RM 2                           20.745 METERS 26547     |
 FD0554| FD0553 AENON AZ MK                                        3585407.0 |
 FD0554|---------------------------------------------------------------------|
 FD0554
 FD0554                          SUPERSEDED SURVEY CONTROL
 FD0554
 FD0554  NAD 83(1995)-  35 46 26.24453(N)    086 51 46.04386(W) AD(       ) 2
 FD0554  NAD 83(1986)-  35 46 26.25292(N)    086 51 46.04457(W) AD(       ) 2
 FD0554  NAD 27      -  35 46 26.00660(N)    086 51 46.04240(W) AD(       ) 2
 FD0554  NGVD 29 (??/??/92)  246.958  (m)          810.23   (f) ADJ UNCH    2 0
 FD0554
 FD0554.Superseded values are not recommended for survey control.
 FD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0554.See file dsdata.txt to determine how the superseded data were derived.
 FD0554
 FD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1240258886(NAD 83)
 FD0554_MARKER: DE = TRAVERSE STATION DISK
 FD0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0554_STAMPING: AENON 1960
 FD0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0554+STABILITY: SURFACE MOTION
 FD0554
 FD0554  HISTORY     - Date     Condition        Report By
 FD0554  HISTORY     - 1960     MONUMENTED       CGS
 FD0554  HISTORY     - 1960     GOOD             CGS
 FD0554
 FD0554                          STATION DESCRIPTION
 FD0554
 FD0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0554'THE STATION IS LOCATED ON THE PROPERTY OF MRS J B CRUTCHER, ABOUT 10
 FD0554'MILES SOUTH OF FRANKLIN,
 FD0554'4 MILES NORTHEAST OF SPRING HILL AND ALONG THE NORTH
 FD0554'EDGE OF AN OPEN FIELD WHICH IS ABOUT
 FD0554'THE HIGHEST POINT IN THE
 FD0554'VICINITY.
 FD0554'
 FD0554'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 31 AND 431 AND
 FD0554'THE POST OFFICE IN
 FD0554'FRANKLIN, GO SOUTHEAST AND SOUTH ON U S HIGHWAY 431 FOR
 FD0554'10.0 MILES TO A SIDE ROAD
 FD0554'RIGHT, (THOMPSON STA RD) TURN RIGHT, WEST,
 FD0554'FOR 1.05 MILES TO A TRACK ROAD LEFT AT W L
 FD0554'FREEMANS MAIL BOX AND A
 FD0554'WHITE HOUSE ON THE RIGHT, TURN LEFT, SOUTH, FOR 0.35 MILE TO
 FD0554'THE AZIMUTH
 FD0554'MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE RESIDENCE OF
 FD0554'MRS J B CRUTCHER AND END
 FD0554'OF TRUCK TRAVEL.  PACK SOUTH ABOUT 0.4 MILE
 FD0554'TO ABOUT THE HIGHEST POINT AND STATION.
 FD0554'
 FD0554'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED AENON 1960.  THE
 FD0554'DISK IS CEMENTED IN A
 FD0554'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH.  IT IS 3.6
 FD0554'FEET SOUTH OF AN EAST-WEST FENCE
 FD0554'AND 2.5 FEET SOUTH OF A WITNESS
 FD0554'SIGN.
 FD0554'
 FD0554'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD0554'36 INCHES BELOW THE
 FD0554'SURFACE AND IS STAMPED AENON 1960.
 FD0554'
 FD0554'REFERENCE MARK NO 1 IS STAMPED AENON NO 1 1960 AND IS SET FLUSH.  IT
 FD0554'IS 5.5 FEET SOUTH OF AN
 FD0554'EAST-WEST FENCE AND 5 FEET SOUTHWEST OF A 12-INCH
 FD0554'TREE STUMP.
 FD0554'
 FD0554'REFERENCE MARK NO 2 IS STAMPED AENON NO 2 1960 AND IS SET FLUSH.  IT
 FD0554'IS 4 FEET SOUTH OF AN
 FD0554'EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE
 FD0554'STATION MARK.
 FD0554'
 FD0554'THE AZIMUTH MARK IS STAMPED AENON 1960 AND IS SET FLUSH.  IT IS 10
 FD0554'FEET EAST OF THE CENTER OF A
 FD0554'TRACK ROAD, 2.2 FEET SOUTHEAST OF A WITNESS SIGN AND
 FD0554'1 FOOT SOUTHEAST OF A FENCE CORNER
 FD0554'POST.
 FD0554'
 FD0554'HEIGHT OF LIGHT ABOVE STATION MARK 21.9 METERS.
 FD0554
 FD0554                          STATION RECOVERY (1960)
 FD0554
 FD0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0554'5.1 MI NE FROM SPRING HILL.
 FD0554'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0554'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0554'MILES EAST ON DUPLEX ROAD, THEN 1.5 MILES NORTH ON INTERSTATE
 FD0554'HIGHWAY 65.  THE STATION MARK IS LOCATED ON THE HIGHEST POINT
 FD0554'OF A HILL ABOUT 400 FT. EAST OF THE INTERSTATE HIGHWAY, 3.6
 FD0554'FT. SOUTH OF A FENCE AND 2.5 FT. SOUTH OF A WITNESS SIGN.  THE
 FD0554'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0554'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0553 ***********************************************************************
 FD0553  DESIGNATION -  AENON AZ MK
 FD0553  PID         -  FD0553
 FD0553  STATE/COUNTY-  TN/WILLIAMSON
 FD0553  USGS QUAD   -  BETHESDA (1982)
 FD0553
 FD0553                         *CURRENT SURVEY CONTROL
 FD0553  ___________________________________________________________________
 FD0553* NAD 83(1986)-  35 47 05.     (N)    086 51 46.     (W)     SCALED    
 FD0553* NAVD 88     -       249.342  (meters)     818.05   (feet)  ADJUSTED  
 FD0553  ___________________________________________________________________
 FD0553  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0553  DYNAMIC HT  -         249.121 (meters)     817.32  (feet)  COMP
 FD0553  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0553
 FD0553  VERT ORDER  -  SECOND    CLASS 0
 FD0553
 FD0553.The horizontal coordinates were scaled from a topographic map and have
 FD0553.an estimated accuracy of +/- 6 seconds.
 FD0553
 FD0553.The orthometric height was determined by differential leveling
 FD0553.and adjusted by the National Geodetic Survey in June 1991..
 FD0553
 FD0553.The geoid height was determined by GEOID03.
 FD0553
 FD0553.The dynamic height is computed by dividing the NAVD 88
 FD0553.geopotential number by the normal gravity value computed on the
 FD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0553.degrees latitude (g = 980.6199 gals.).
 FD0553
 FD0553.The modeled gravity was interpolated from observed gravity values.
 FD0553
 FD0553;                    North         East    Units  Estimated Accuracy
 FD0553;SPC TN       -   161,370.      522,000.      MT  (+/- 180 meters Scaled)
 FD0553
 FD0553                          SUPERSEDED SURVEY CONTROL
 FD0553
 FD0553  NGVD 29 (??/??/92)  249.317  (m)          817.97   (f) ADJ UNCH    2 0
 FD0553
 FD0553.Superseded values are not recommended for survey control.
 FD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0553.See file dsdata.txt to determine how the superseded data were derived.
 FD0553
 FD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124600(NAD 83)
 FD0553_MARKER: DZ = AZIMUTH MARK DISK
 FD0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0553_STAMPING: AENON 1960
 FD0553_MARK LOGO: CGS   
 FD0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0553+STABILITY: SURFACE MOTION
 FD0553
 FD0553  HISTORY     - Date     Condition        Report By
 FD0553  HISTORY     - 1960     MONUMENTED       CGS
 FD0553  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0553
 FD0553                          STATION DESCRIPTION
 FD0553
 FD0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0553'5.9 MI NE FROM SPRING HILL.
 FD0553'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0553'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0553'3.6 MILES EAST ON DUPLEX ROAD, THEN 2.3 MILES NORTH ON INTERSTATE
 FD0553'HIGHWAY 65.  THE AZIMUTH MARK IS 10 FT. EAST OF THE CENTER OF
 FD0553'A TRACK ROAD, 2.2 FT. SOUTHEAST OF A WITNESS SIGN AND 1 FT.
 FD0553'SOUTHEAST OF A FENCE CORNER POST.  THE DISK IS SET IN TOP OF
 FD0553'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FD0553
 FD0553                          STATION RECOVERY (1979)
 FD0553
 FD0553'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0555 ***********************************************************************
 FD0555  DESIGNATION -  AENON RM 1
 FD0555  PID         -  FD0555
 FD0555  STATE/COUNTY-  TN/WILLIAMSON
 FD0555  USGS QUAD   -  BETHESDA (1982)
 FD0555
 FD0555                         *CURRENT SURVEY CONTROL
 FD0555  ___________________________________________________________________
 FD0555* NAD 83(1986)-  35 46 26.     (N)    086 51 46.     (W)     SCALED    
 FD0555* NAVD 88     -       247.168  (meters)     810.92   (feet)  ADJUSTED  
 FD0555  ___________________________________________________________________
 FD0555  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0555  DYNAMIC HT  -         246.949 (meters)     810.20  (feet)  COMP
 FD0555  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0555
 FD0555  VERT ORDER  -  SECOND    CLASS 0
 FD0555
 FD0555.The horizontal coordinates were scaled from a topographic map and have
 FD0555.an estimated accuracy of +/- 6 seconds.
 FD0555
 FD0555.The orthometric height was determined by differential leveling
 FD0555.and adjusted by the National Geodetic Survey in June 1991..
 FD0555
 FD0555.The geoid height was determined by GEOID03.
 FD0555
 FD0555.The dynamic height is computed by dividing the NAVD 88
 FD0555.geopotential number by the normal gravity value computed on the
 FD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0555.degrees latitude (g = 980.6199 gals.).
 FD0555
 FD0555.The modeled gravity was interpolated from observed gravity values.
 FD0555
 FD0555;                    North         East    Units  Estimated Accuracy
 FD0555;SPC TN       -   160,170.      521,990.      MT  (+/- 180 meters Scaled)
 FD0555
 FD0555                          SUPERSEDED SURVEY CONTROL
 FD0555
 FD0555  NGVD 29 (??/??/92)  247.142  (m)          810.83   (f) ADJ UNCH    2 0
 FD0555
 FD0555.Superseded values are not recommended for survey control.
 FD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0555.See file dsdata.txt to determine how the superseded data were derived.
 FD0555
 FD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124588(NAD 83)
 FD0555_MARKER: DR = REFERENCE MARK DISK
 FD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0555_STAMPING: AENON NO 1 1960
 FD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0555+STABILITY: SURFACE MOTION
 FD0555
 FD0555  HISTORY     - Date     Condition        Report By
 FD0555  HISTORY     - 1960     MONUMENTED       CGS
 FD0555
 FD0555                          STATION DESCRIPTION
 FD0555
 FD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0555'5.1 MI NE FROM SPRING HILL.
 FD0555'THIS MARK IS LOCATED AT THE AENON 1960 STATION SITE, 65 FT.
 FD0555'EAST OF THE STATION MARK, 5.5 FT. SOUTH OF A FENCE AND 5 FT.
 FD0555'SOUTHWEST OF A 12-INCH TREE STUMP.  THE DISK IS SET IN TOP
 FD0555'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0556 ***********************************************************************
 FD0556  DESIGNATION -  AENON RM 2
 FD0556  PID         -  FD0556
 FD0556  STATE/COUNTY-  TN/WILLIAMSON
 FD0556  USGS QUAD   -  BETHESDA (1982)
 FD0556
 FD0556                         *CURRENT SURVEY CONTROL
 FD0556  ___________________________________________________________________
 FD0556* NAD 83(1986)-  35 46 26.     (N)    086 51 46.     (W)     SCALED    
 FD0556* NAVD 88     -       246.295  (meters)     808.05   (feet)  ADJUSTED  
 FD0556  ___________________________________________________________________
 FD0556  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0556  DYNAMIC HT  -         246.077 (meters)     807.34  (feet)  COMP
 FD0556  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0556
 FD0556  VERT ORDER  -  SECOND    CLASS 0
 FD0556
 FD0556.The horizontal coordinates were scaled from a topographic map and have
 FD0556.an estimated accuracy of +/- 6 seconds.
 FD0556
 FD0556.The orthometric height was determined by differential leveling
 FD0556.and adjusted by the National Geodetic Survey in June 1991..
 FD0556
 FD0556.The geoid height was determined by GEOID03.
 FD0556
 FD0556.The dynamic height is computed by dividing the NAVD 88
 FD0556.geopotential number by the normal gravity value computed on the
 FD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0556.degrees latitude (g = 980.6199 gals.).
 FD0556
 FD0556.The modeled gravity was interpolated from observed gravity values.
 FD0556
 FD0556;                    North         East    Units  Estimated Accuracy
 FD0556;SPC TN       -   160,170.      521,990.      MT  (+/- 180 meters Scaled)
 FD0556
 FD0556                          SUPERSEDED SURVEY CONTROL
 FD0556
 FD0556  NGVD 29 (??/??/92)  246.269  (m)          807.97   (f) ADJ UNCH    2 0
 FD0556
 FD0556.Superseded values are not recommended for survey control.
 FD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0556.See file dsdata.txt to determine how the superseded data were derived.
 FD0556
 FD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124588(NAD 83)
 FD0556_MARKER: DR = REFERENCE MARK DISK
 FD0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0556_STAMPING: AENON NO 2 1960
 FD0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0556+STABILITY: SURFACE MOTION
 FD0556
 FD0556  HISTORY     - Date     Condition        Report By
 FD0556  HISTORY     - 1960     MONUMENTED       CGS
 FD0556
 FD0556                          STATION DESCRIPTION
 FD0556
 FD0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0556'5.1 MI NE FROM SPRING HILL.
 FD0556'THIS MARK IS LOCATED AT THE AENON 1960 STATION SITE, 68 FT.
 FD0556'WEST OF THE STATION MARK, AND 4 FT. SOUTH OF A FENCE.  THE
 FD0556'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0556'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1878 ***********************************************************************
 FC1878  DESIGNATION -  AETNA
 FC1878  PID         -  FC1878
 FC1878  STATE/COUNTY-  TN/MARION
 FC1878  USGS QUAD   -  WAUHATCHIE (1976)
 FC1878
 FC1878                         *CURRENT SURVEY CONTROL
 FC1878  ___________________________________________________________________
 FC1878* NAD 83(1995)-  35 01 04.06948(N)    085 29 29.15320(W)     ADJUSTED  
 FC1878* NAVD 88     -       583.6    (meters)    1915.     (feet)  VERTCON   
 FC1878  ___________________________________________________________________
 FC1878  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FC1878  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1878
 FC1878  HORZ ORDER  -  FIRST
 FC1878
 FC1878.The horizontal coordinates were established by classical geodetic methods
 FC1878.and adjusted by the National Geodetic Survey in April 1999..
 FC1878
 FC1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1878
 FC1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1878
 FC1878.The geoid height was determined by GEOID03.
 FC1878
 FC1878;                    North         East     Units Scale Factor Converg.
 FC1878;SPC TN       -    76,063.257   646,418.308   MT  1.00004909   +0 17 51.9
 FC1878;SPC TN       -   249,550.87  2,120,790.73   sFT  1.00004909   +0 17 51.9
 FC1878;SPC GA W     -   557,200.409   579,099.219   MT  1.00008009   -0 45 37.0
 FC1878;SPC GA W     - 1,828,081.68  1,899,928.02   sFT  1.00008009   -0 45 37.0
 FC1878;UTM  16      - 3,876,056.579   637,635.041   MT  0.99983347   +0 51 56.9
 FC1878
 FC1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1878!SPC TN       -   0.99991298  x   1.00004909  =   0.99996207
 FC1878!SPC GA W     -   0.99991298  x   1.00008009  =   0.99999306
 FC1878!UTM  16      -   0.99991298  x   0.99983347  =   0.99974646
 FC1878
 FC1878|---------------------------------------------------------------------|
 FC1878| PID    Reference Object                     Distance      Geod. Az  |
 FC1878|                                                           dddmmss.s |
 FC1878| FC1880 GUILD LOT                            11.220 METERS 01950     |
 FC1878| CG5432 AETNA RM 1                           26.197 METERS 02358     |
 FC1878| CG5431 AETNA AZ MK                                        0420155.2 |
 FC1878| FC1876 LOOKOUT MTN E STANDPIPE             APPROX.13.4 KM 0964737.2 |
 FC1878| CG5433 AETNA RM 2                           19.431 METERS 10816     |
 FC1878| EE2067 COVENANT                            APPROX.12.1 KM 1182908.6 |
 FC1878| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX.12.1 KM 1204257.1 |
 FC1878| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX.12.3 KM 1210659.0 |
 FC1878| CG5434 AETNA RM 3                           17.458 METERS 25626     |
 FC1878| FC1879 WHITESIDE TSFS LOT SC 36              4.633 METERS 32913     |
 FC1878| CG5435 AETNA RM 4                           17.392 METERS 35459     |
 FC1878|---------------------------------------------------------------------|
 FC1878
 FC1878                          SUPERSEDED SURVEY CONTROL
 FC1878
 FC1878  NAD 83(1995)-  35 01 04.06952(N)    085 29 29.15321(W) AD(       ) 1
 FC1878  NAD 83(1995)-  35 01 04.07007(N)    085 29 29.15483(W) AD(       ) 1
 FC1878  NAD 83(1995)-  35 01 04.07102(N)    085 29 29.15245(W) AD(       ) 1
 FC1878  NAD 83(1986)-  35 01 04.07126(N)    085 29 29.15246(W) AD(       ) 1
 FC1878  NAD 27      -  35 01 03.79800(N)    085 29 29.29100(W) AD(       ) 1
 FC1878  NGVD 29 (07/19/86)  583.6    (m)         1915.     (f) VERT ANG       
 FC1878
 FC1878.Superseded values are not recommended for survey control.
 FC1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1878.See file dsdata.txt to determine how the superseded data were derived.
 FC1878
 FC1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3763576057(NAD 83)
 FC1878_MARKER: DD = SURVEY DISK
 FC1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1878
 FC1878  HISTORY     - Date     Condition        Report By
 FC1878  HISTORY     - 1934     MONUMENTED       CGS
 FC1878  HISTORY     - 1962     GOOD             CGS
 FC1878  HISTORY     - 1972     GOOD             NGS
 FC1878  HISTORY     - 1972     GOOD             NGS
 FC1878
 FC1878                          STATION DESCRIPTION
 FC1878
 FC1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1878'ABOUT 11 MILES WEST-SOUTHWEST OF CHATTANOOGA, ABOUT 1/4 OR 1/2 MILE
 FC1878'SOUTH OF NEW TENNESSEE ELECTRIC POWER CO.S HIGH-TENSION
 FC1878'LINE, AND ON HIGHEST POINT OF AETNA RIDGE KNOWN LOCALLY AS LITTLE
 FC1878'RIDGE (FIRST HIGH RIDGE WEST OF ORIGINAL AETNA MINES). TO
 FC1878'REACH FROM JUNCTION OF U.S. ROUTES 11 AND 64 ABOUT 5 MILES SOUTHWEST
 FC1878'OF CHATTONOOGA, FOLLOW ROUTE 11 SOUTH 0.7 MILE TO SIDE ROAD TO
 FC1878'RIGHT AT SIGN CUMMINGS ROAD , TURN RIGHT ONTO ASPHALT ROAD AND GO
 FC1878'0.35 MILE TO SIDE ROAD TO LEFT, TURN LEFT ACROSS OLD WOODEN BRIDGE
 FC1878'AND GO 0.05 MILE TO END OF LANE, TURN RIGHT AND FOLLOW MAIN STEEP
 FC1878'MOUNTAIN ROAD 2.35 MILES TO TOP OF MOUNTAIN, CONTINUE ON MAIN ROAD
 FC1878'5.0 MILES TO T-ROAD WITH TRIANGLE-BLAZED TREE ON LEFT, TURN LEFT
 FC1878'AND GO 1.0 MILE TO HOME OF W.I. DAVIS ON RIGHT, JUST BEYOND DAVIS
 FC1878'HOUSE TURN RIGHT AND GO AROUND BARN 0.1 MILE TO DIM WOODS ROAD TO
 FC1878'RIGHT WITH TRIANGLE-BLAZED TREE ON RIGHT, TURN RIGHT AND GO 0.25 MILE
 FC1878'TO TRIANGLE-BLAZED OAK ON RIGHT, TURN RIGHT OFF ROAD AND CROSS OLD
 FC1878'TRAM ROADBED, CONTINUE STRAIGHT AHEAD (EAST) 50 YARDS TO WELL-DEFINED
 FC1878'WOODS ROAD, TURN RIGHT ONTO WOODS ROAD AND GO 50 YARDS TO
 FC1878'TRIANGLE-BLAZED TREE ON LEFT, TURN SHARPLY TO LEFT ONTO VERY DIM
 FC1878'ROAD AND FOLLOW ALONG RIDGE UP STEEP GRADE 0.45 MILE TO
 FC1878'TRIANGLE-BLAZED TREE ON LEFT, AND GO 100 YARDS TO LEFT TO STATION
 FC1878'SITE. STATION IS 75 FEET WEST OF DIM ROAD, 22.5 FEET SOUTHEAST OF
 FC1878'TRIANGLE-BLAZED 16-INCH PINE, AND 14.1 FEET SOUTHWEST OF
 FC1878'TRIANGLE-BLAZED 14-INCH PINE.  SURFACE AND
 FC1878'UNDERGROUND MARKS ARE STANDARD STATION
 FC1878'DISKS IN CONCRETE. UPPER MARK IS FLUSH WITH SURFACE
 FC1878'OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FC1878'IN CONCRETE. NO. 1, PROJECTING 4 INCHES ABOVE GROUND, IS
 FC1878'9.5 FEET SOUTHWEST OF DOUBLE HICKORY TREE AND 85.95 FEET FROM STATION
 FC1878'NO. 2 IS 12 FEET WEST OF DIM ROAD AND
 FC1878'63.75 FEET FROM STATION. AZIMUTH MARK,
 FC1878'PROJECTING ABOUT 6 INCHES ABOVE GROUND, IS ABOUT 30 FEET
 FC1878'EAST-NORTHEAST OF 14-INCH HICKORY TREE, 3 FEET SOUTHEAST OF 2 SMALL
 FC1878'BLAZED OAKS, AND 120 YARDS FROM STATION.
 FC1878
 FC1878                          STATION RECOVERY (1962)
 FC1878
 FC1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1878'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC1878'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. A
 FC1878'DISCREPANCY WAS FOUND IN THE HORIZONTAL DIRECTION TO THE AZIMUTH
 FC1878'MARK. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1878'
 FC1878'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHATTANOOGA, 3 MILES
 FC1878'EAST OF GUILD, AND ON THE HIGHEST POINT OF AETNA RIDGE AND WHAT
 FC1878'IS KNOWN LOCALLY AS LITTLE RIDGE .
 FC1878'
 FC1878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11, 41, 64
 FC1878'AND 72 IN THE COMMUNITY OF TIFTONIA JUST WEST OF GREATER
 FC1878'CHATTANOOGA, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 2.9 MILES TO THE
 FC1878'TENNESSEE-GEORGIA STATELINE. CONTINUE SOUTHWEST ON U.S.
 FC1878'HIGHWAY 11 FOR 0.75 MILE TO GEORGIA STATE ROUTE 299 ON THE RIGHT,
 FC1878'TURN RIGHT ON STATE ROUTE 299 AND GO WESTERLY FOR 3.4 MILES TO THE
 FC1878'GEORGIA-TENNESSEE STATE LINE AND THE BEGINNING OF TENNESSEE STATE
 FC1878'ROUTE 134. HERE CONTINUE WESTERLY ON STATE ROUTE 134 FOR 2.6 MILES TO
 FC1878'AN OFFSET CROSSROAD JUST SOUTH OF THE RAILROAD STATION IN THE SMALL
 FC1878'COMMUNTIY OF WHITESIDE AND A SIGN, CLOUSE BROS. GENERAL MDSE .
 FC1878'HERE TURN RIGHT AND GO NORTH THROUGH RAILROAD UNDERPASS FOR ABOUT
 FC1878'0.05 MILE TO A T-ROAD, TURN LEFT AND GO WEST ABOUT 0.05 MILE TO A
 FC1878'SIDE ROAD ON THE RIGHT AND A RAILROAD BLOCK SIGNAL ON THE LEFT,
 FC1878'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 1.9 MILES TO A FORK, KEEP
 FC1878'RIGHT AND GO 0.2 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 FC1878'AND GO 0.6 MILE TO THE STATION AND T.S.F.S. LOOKOUT TOWER SC 36 ON
 FC1878'THE LEFT.
 FC1878'
 FC1878'THE STATION MARK IS 63 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 FC1878'TRACK ROAD, 38.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 FC1878'WOODEN BUILDING, 11.0 FEET SOUTH OF THE SOUTHEAST LEG OF LOOKOUT
 FC1878'TOWER, 9.8 FEET EAST OF THE SOUTHWEST LEG OF LOOKOUT TOWER,
 FC1878'AND 1.0 FEET EAST OF A T.V.A. METAL WITNESS POST. IT IS A STANDARD
 FC1878'DISK SET IN A ROUND CONCRETE MONUMENT, FLUSH, AND IS STAMPED AETNA
 FC1878'1934.
 FC1878'
 FC1878'REFERENCE MARK NO. 1 IS 69 FEET NORTHEAST OF THE NORTHEAST LEG OF
 FC1878'LOOKOUT TOWER AND 13 FEET SOUTHEAST OF AN 18-INCH STUMP. IT IS A
 FC1878'STANDARD DISK SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 FC1878'INCHES AND IS STAMPED AETNA NO 1 1934.
 FC1878'
 FC1878'REFERENCE MARK NO. 2 IS 10 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FC1878'OF THE TRACK ROAD AND 0.7 FEET WEST OF A T.V.A.  METAL WITNESS
 FC1878'POST. IT IS A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT WHICH
 FC1878'PROJECTS 7 INCHES AND IS STAMPED AETNA NO 2 1934.
 FC1878'
 FC1878'THE AZIMUTH MARK IS 125 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FC1878'TRACK ROAD AND 16 FEET SOUTHEAST OF A TWIN TRUNKED 12-INCH TREE. IT
 FC1878'IS A STANDARD REFERENCE DISK SET IN A ROUND CONCRETE MONUMENT AND IS
 FC1878'STAMPED AETNA AZI 1934.
 FC1878'
 FC1878'THE T.S.F.S. LOOKOUT TOWER SC 36 IS A 4-LEGGED WOODEN STRUCTURE, WITH
 FC1878'A GLASS ENCLOSED CAB AND THE OVER-ALL HEIGHT IS ABOUT 55 FEET. A
 FC1878'HORIZONTAL DIRECTION AND MEASUREMENT WAS OBTAINED FROM THE STATION.
 FC1878
 FC1878                          STATION RECOVERY (1972)
 FC1878
 FC1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1878'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FC1878'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED DURING
 FC1878'CONSTRUCTION OF A NEW LOOKOUT TOWER, SO REFERENCE MARKS 3 AND 4
 FC1878'WERE ESTABLISHED.  THE AZIMUTH MARK IS NOT STAMPED AS PREVIOUSLY
 FC1878'DESCRIBED, BUT THE DIRECTION CHECKS THE 1962 DATA.  A NEW
 FC1878'DESCRIPTION FOLLOWS.
 FC1878'
 FC1878'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHATTANOOGA, 7
 FC1878'MILES EAST-NORTHEAST OF THE TENNESSEE-ALABAMA-GEORGIA BOUNDARY
 FC1878'CORNER, 3 MILES EAST-NORTHEAST OF EXIT 31 OF INTERSTATE HIGHWAY
 FC1878'24, ON THE SOUTH SIDE OF NICKAJACK LAKE, ON THE HIGHEST POINT OF
 FC1878'AETNA RIDGE, IN A WOODS CLEARING, ADJACENT TO A STATE FOREST
 FC1878'SERVICE LOOKOUT TOWER.
 FC1878'
 FC1878'TO REACH FROM EXIT 31 OF INTERSTATE HIGHWAY 24, ON THE SOUTH SIDE
 FC1878'OF NICKAJACK LAKE, GO NORTHEAST ON STATE HIGHWAY 156 FOR 0.3 MILE
 FC1878'TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY
 FC1878'134 FOR 2.2 MILES TO AN OVERHEAD RAILROAD BRIDGE.  CONTINUE EAST
 FC1878'ON HIGHWAY 134 FOR 1.2 MILES TO A ROAD LEFT, JUST WEST OF THE
 FC1878'CLOUSE BROTHERS GENERAL STORE WHICH HOUSES THE WHITESIDE POST
 FC1878'OFFICE.  TURN LEFT AND GO NORTH, PASSING UNDER A RAILROAD TRACK,
 FC1878'FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A
 FC1878'POORLY PAVED ROAD FOR 0.05 MILE TO A ROAD RIGHT.  CONTINUE WEST
 FC1878'AND NORTH ON THE PAVED ROAD FOR 0.4 MILE TO THE END OF THE
 FC1878'PAVEMENT.  CONTINUE UPHILL, NORTHEAST ON A NARROW, RUTTED
 FC1878'DIRT ROAD FOR 1.5 MILES TO A ROAD RIGHT AT TOP OF GRADE.  KEEP
 FC1878'RIGHT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.2 MILE TO A
 FC1878'CROSSROAD.  CONTINUE NORTH FOR 0.1 MILE TO A LOCKED POLE
 FC1878'GATE.  CONTINUE NORTHERLY AND FOLLOW NARROW DIRT ROAD ALONG
 FC1878'RIDGE CREST FOR 0.5 MILE TO THE STATION AND LOOKOUT TOWER.
 FC1878'
 FC1878'STATION MARKS ARE STANDARD DISKS STAMPED AETNA 1934.  THE SURFACE
 FC1878'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FC1878'WHICH IS FLUSH WITH THE GROUND.  IT IS 66 FEET NORTHWEST OF THE
 FC1878'CENTER OF THE ROAD, 38.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FC1878'A SMALL SHED, 34 FEET SOUTH OF THE NORTHWEST LEG OF THE TOWER,
 FC1878'AND 25 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER.
 FC1878'PREVIOUS DESCRIPTIONS STATE THAT THE UNDERGROUND DISK IS SET
 FC1878'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 FC1878'
 FC1878'REFERENCE MARK 3, A STANDARD DISK STAMPED AETNA 1934 NO 3 1971,
 FC1878'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FC1878'IS FLUSH WITH THE GROUND.  IT IS 37 FEET SOUTHWEST OF A 14-INCH
 FC1878'HICKORY TREE, 16 FEET WEST OF THE NORTHEAST CORNER OF THE SHED,
 FC1878'AND 9 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SHED.
 FC1878'
 FC1878'REFERENCE MARK 4, A STANDARD DISK STAMPED AETNA 1934 NO 4 1971,
 FC1878'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FC1878'IS FLUSH WITH THE GROUND.  IT IS 49 FEET NORTH-NORTHEAST OF THE
 FC1878'HICKORY TREE, 22.5 FEET NORTH OF THE NORTHWEST LEG OF THE TOWER,
 FC1878'AND 20 FEET WEST-NORTHWEST OF THE NORTHEAST LEG OF THE TOWER.
 FC1878'
 FC1878'THE AZIMUTH MARK, A STANDARD DISK STAMPED ETNA 1934 AZI, IS SET IN
 FC1878'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 FC1878'6 INCHES ABOVE GROUND.  IT IS 125 FEET NORTH OF THE CENTER OF THE
 FC1878'ROAD, 16 FEET SOUTH OF A TWIN-TRUNKED TREE WITH A TRIANGULAR
 FC1878'BLAZE, AND 14 FEET WEST-NORTHWEST OF A 10-INCH HICKORY TREE WITH
 FC1878'A TRIANGULAR BLAZE.
 FC1878'
 FC1878'TO REACH THE AZIMUTH MARK, WALK NORTHEAST ABOUT 30 YARDS TO THE
 FC1878'WOODS EDGE.  CONTINUE NORTHEAST THROUGH THE WOODS FOR ABOUT 90
 FC1878'YARDS TO THE MARK AS DESCRIBED.
 FC1878'
 FC1878'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FC1878'
 FC1878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1878'2 MILES EAST OF HALETOWN.
 FC1878
 FC1878                          STATION RECOVERY (1972)
 FC1878
 FC1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1878'THE STATION MARK, REFERENCE MARK NO. 3 1971, REFERENCE MARK NO. 4
 FC1878'1971 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FC1878'CONDITION.  THE OLD REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 FC1878'UPROOTED AND THE DISK WERE RECLAIMED.  THE AZIMUTH MARK DISK WAS
 FC1878'STAMPED ETNA AZI 1934 AND THE STAMPING WAS CORRECTED TO READ
 FC1878'AETNA AZI 1934 AS STATED IN THE 1962 RECOVERY NOTE.  THE STATION
 FC1878'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 FC1878'AZIMUTH MARK AND THE REFERENCE MARKS AND THE CENTER POINT ON
 FC1878'THE GROUND OF GUILD LOT (TSFS).  THE ANGLES BETWEEN THE AZIMUTH
 FC1878'MARK AND THE REFERENCE MARKS OBSERVED THIS DATE CHECKED THE
 FC1878'ANGLES OBSERVED EARLIER IN 1972 AS SHOWN ON THAT RECOVERY
 FC1878'NOTE WELL WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE
 FC1878'OBSERVED UPON THE REFERENCE MARKS AND SLOPE DISTANCES
 FC1878'MEASURED, AND WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY OF
 FC1878'-0.02 OF A FOOT WAS NOTED FOR BOTH THE REFERENCE MARKS, AND
 FC1878'-0.02 OF A FOOT BETWEEN THE REFERENCE MARKS, AS SHOWN IN THE
 FC1878'EARLIER 1972 RECOVERY NOTE.  A TRAVERSE TIE WAS MADE TO THE
 FC1878'CENTER POINT ON THE GROUND OF GUILD LOT (TSFS) AND THE HORIZONTAL
 FC1878'ANGLE OBSERVED THIS DATE DID NOT AGREE WITH THE EARLIER 1972
 FC1878'RECOVERY NOTE ANGLE BY + 00 DEG 31 MIN 31.6 SEC, HOWEVER,
 FC1878'THE HORIZONTAL MEASURED DISTANCE AGREED WITH THE EARLIER
 FC1878'MEASUREMENT AS SHOWN, 36.78 FEET AS OPPOSED TO 36.8 FEET AND
 FC1878'11.211 METERS AS OPPOSED TO 11.23 METERS.
 FC1878'
 FC1878'FOLLOWING IS AN UPDATED DESCRIPTION.  NOTE--THE STATION TO-REACH
 FC1878'AS WRITTEN IN EARLY 1972 IN J. L. COOKS RECOVERY NOTE IS BELIEVED
 FC1878'ADEQUATE AND CORRECT.  AT THE TIME OF THIS VISITATION THE STATION
 FC1878'COULD NOT BE REACHED IN CONVENTIONAL TYPE VEHICLE BY THIS ROUTE
 FC1878'AS THE ROAD IS VERY STEEP AND RUTTED AND IMPASSIBLE IN WET
 FC1878'WEATHER.  AN ALL WEATHER STATION TO-REACH IS ALSO GIVEN.
 FC1878'
 FC1878'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHATTANOOGA, 7
 FC1878'MILES EAST-NORTHEAST OF THE TENNESSEE-ALABAMA-GEORGIA BOUNDARY
 FC1878'CORNER, 3 MILES EAST-NORTHEAST OF EXIT 31 OF INTERSTATE ROUTE 24
 FC1878'ON THE SOUTH SIDE OF NICKAJACK LAKE, ON THE HIGHEST POINT OF
 FC1878'AETNA RIDGE, AND IN A CLEARING ADJACENT TO THE GUILD LOOKOUT
 FC1878'TOWER OF THE TENNESSEE STATE FOREST SERVICE.
 FC1878'
 FC1878'TO REACH THE STATION FROM THE INTERSTATE ROUTE 24 AND STATE ROUTE
 FC1878'156 (EXIT 31) INTERCHANGE ON THE SOUTH SIDE OF NICKAJACK LAKE ON
 FC1878'THE TENNESSEE RIVER, GO NORTHEASTERLY ON STATE ROUTE 146 FOR 0.4
 FC1878'OF A MILE TO STATE ROUTE 134 ON THE RIGHT.  HERE TURN RIGHT ON
 FC1878'STATE ROUTE 134 AND GO SOUTHEASTERLY FOR 1.8 MILES TO A PAVED
 FC1878'ROAD ON THE LEFT AND A LARGE SIGN AETNA MOUNTAIN RECREATION AREA
 FC1878'2-1/2 MILES.  HERE TURN LEFT AND GO NORTH, WEST, NORTH, AND EAST
 FC1878'ON A WINDING MOUNTAIN ROAD FOR 2.4 MILES TO A T CROSSROAD AND
 FC1878'THE ENTRANCE INTO THE RECREATION AREA.  HERE TURN RIGHT AND
 FC1878'GO SOUTHERLY, EAST, AND NORTHEASTERLY IN A LARGE LOOP ON
 FC1878'MORGAN POINT ROAD FOR 2.4 MILES TO A T ROAD LEFT, KEEP RIGHT AND
 FC1878'CONTINUE NORTHEASTERLY AND EAST FOR 0.7 OF A MILE TO A T
 FC1878'CROSSROAD.  HERE TURN RIGHT AND GO SOUTHERLY ON A GRADED ROAD
 FC1878'FOR 0.2 OF A MILE TO A T ROAD LEFT, KEEP RIGHT AND CONTINUE
 FC1878'SOUTHERLY FOR 0.45 OF A MILE TO A GROUP OF FARM BUILDINGS ON THE
 FC1878'RIGHT, CONTINUE SOUTHERLY AND SOUTHEASTERLY FOR 1.15 MILES TO A
 FC1878'FORK AND SIGN POST ON THE LEFT AETNA MOUNTAIN ROAD SMALL
 FC1878'ISLAND BYPASS.  HERE KEEP LEFT FORK, EASTERLY, FOR 0.15 OF A MILE
 FC1878'TO A TRACK ROAD LEFT, TURN LEFT ON THIS TRACK ROAD AND GO
 FC1878'NORTHERLY UP A STEEP HILL FOR 0.05 OF A MILE TO A LOCKED
 FC1878'PIPE-POLE GATE*(KEY NEEDED).  PASS THROUGH THIS GATE AND
 FC1878'CONTINUE IN A GENERAL NORTHERLY AND NORTHEASTERLY
 FC1878'DIRECTION ALONG A NARROW RIDGE ROAD FOR 0.55 OF A MILE TO A
 FC1878'LOOKOUT TOWER AND THE STATION AS DESCRIBED.  *THIS KEY CAN BE
 FC1878'OBTAINED BY CONTACTING DISTRICT FORESTER HAROLD CARDIN, P.O. BOX
 FC1878'166, HIXON, TENN. 37343.
 FC1878'
 FC1878'THE STATION IS 65 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 FC1878'OF A TRACK ROAD, 41 FEET EAST OF THE NORTH CORNER OF A SMALL SHED,
 FC1878'39 FEET NORTHEAST OF THE EAST CORNER OF THE SMALL SHED, 35.5 FEET
 FC1878'EAST-SOUTHEAST OF A LONE 18-INCH HICKORY TREE, 34.6 FEET SOUTH
 FC1878'OF THE WEST LEG OF THE LOOKOUT TOWER, 25.7 FEET SOUTHWEST OF THE
 FC1878'SOUTH LEG OF THE LOOKOUT TOWER, AND 24 FEET SOUTH-SOUTHEAST OF
 FC1878'THE SOUTH EDGE OF SMALL GREEN SHED.  IT IS A STANDARD DISK SET
 FC1878'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 1 INCH
 FC1878'BELOW THE GROUND AND THE DISK IS STAMPED AETNA 1934.
 FC1878'
 FC1878'REFERENCE MARK NO. 3 IS 37.5 FEET SOUTHWEST OF THE 18-INCH HICKORY
 FC1878'TREE, 15.8 FEET WEST OF THE NORTH CORNER OF THE SMALL SHED, 9.4
 FC1878'FEET WEST-NORTHWEST OF THE WEST CORNER OF THE SMALL SHED, AND
 FC1878'ABOUT LEVEL WITH THE STATION.  IT IS A STANDARD DISK SET IN THE
 FC1878'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1878'STAMPED AETNA 1934 NO 3 1971.
 FC1878'
 FC1878'REFERENCE MARK NO. 4 IS 49 FEET NORTH-NORTHEAST OF THE 18-INCH
 FC1878'HICKORY TREE, 32 FEET NORTH OF THE NORTH CORNER OF THE SMALL
 FC1878'GREEN SHED, 23 FEET NORTH OF THE WEST LEG OF THE LOOKOUT TOWER,
 FC1878'20 FEET WEST-NORTHWEST OF THE NORTH LEG OF THE LOOKOUT TOWER, AND
 FC1878'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 FC1878'SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND
 FC1878'THE DISK IS STAMPED AETNA 1934 NO 4 1971.
 FC1878'
 FC1878'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC1878'REFERENCE MARK NO. 4 IS 86.66 FEET - 26.415 METERS.
 FC1878'
 FC1878'THE AZIMUTH MARK IS LOCATED IN DENSE WOODS ON THE NORTHEAST SLOPE
 FC1878'OF THE STATION HILL, 254 FEET NORTHEAST OF THE EAST LEG OF THE
 FC1878'LOOKOUT TOWER, 135 FEET NORTH OF THE APPROXIMATE CENTER OF A WOODS
 FC1878'ROAD, 16 FEET SOUTH-SOUTHEAST OF A 16-INCH, FORKED TRUNKED,
 FC1878'CHESTNUT OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 14
 FC1878'FEET WEST OF A 12-INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE
 FC1878'EAST SIDE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 FC1878'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC1878'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES
 FC1878'AND THE DISK IS STAMPED AETNA AZI 1934.
 FC1878'
 FC1878'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHEASTERLY
 FC1878'ACROSS THE CLEARING TO EDGE OF WOODS AND CONTINUE NORTHEASTERLY
 FC1878'FOR A TOTAL DISTANCE OF ABOUT 298 FEET TO THE MARK AS DESCRIBED.
 FC1878'
 FC1878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1878'ABOUT 2 MILES EAST OF HALETOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1619 ***********************************************************************
 FD1619  DESIGNATION -  AIRCON
 FD1619  PID         -  FD1619
 FD1619  STATE/COUNTY-  TN/PERRY
 FD1619  USGS QUAD   -  COBLE (1968)
 FD1619
 FD1619                         *CURRENT SURVEY CONTROL
 FD1619  ___________________________________________________________________
 FD1619* NAD 83(1995)-  35 47 15.89532(N)    087 43 34.63564(W)     ADJUSTED  
 FD1619* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 FD1619  ___________________________________________________________________
 FD1619  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FD1619  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD1619
 FD1619  HORZ ORDER  -  SECOND
 FD1619
 FD1619.The horizontal coordinates were established by classical geodetic methods
 FD1619.and adjusted by the National Geodetic Survey in April 1999..
 FD1619
 FD1619.The orthometric height was scaled from a topographic map.
 FD1619
 FD1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1619
 FD1619.The geoid height was determined by GEOID03.
 FD1619
 FD1619;                    North         East     Units Scale Factor Converg.
 FD1619;SPC TN       -   162,742.158   443,951.620   MT  0.99994873   -1 00 38.3
 FD1619;SPC TN       -   533,929.90  1,456,531.27   sFT  0.99994873   -1 00 38.3
 FD1619;UTM  16      - 3,960,650.372   434,365.903   MT  0.99965308   -0 25 29.1
 FD1619
 FD1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1619!SPC TN       -   0.99996662  x   0.99994873  =   0.99991535
 FD1619!UTM  16      -   0.99996662  x   0.99965308  =   0.99961971
 FD1619
 FD1619:                Primary Azimuth Mark                     Grid Az
 FD1619:SPC TN       -  AIRCON AZ MK                             047 24 26.5
 FD1619:UTM  16      -  AIRCON AZ MK                             046 49 17.3
 FD1619
 FD1619|---------------------------------------------------------------------|
 FD1619| PID    Reference Object                     Distance      Geod. Az  |
 FD1619|                                                           dddmmss.s |
 FD1619| CG5439 AIRCON AZ MK                                       0462348.2 |
 FD1619| CG5440 AIRCON RM 1                          28.029 METERS 19514     |
 FD1619| CG5441 AIRCON RM 2                                        29438     |
 FD1619| FD1620 AIRWAY BEACON 58                     26.957 METERS 34257     |
 FD1619|---------------------------------------------------------------------|
 FD1619
 FD1619                          SUPERSEDED SURVEY CONTROL
 FD1619
 FD1619  NAD 83(1995)-  35 47 15.89706(N)    087 43 34.63900(W) AD(       ) 2
 FD1619  NAD 83(1986)-  35 47 15.90585(N)    087 43 34.63657(W) AD(       ) 2
 FD1619  NAD 27      -  35 47 15.67000(N)    087 43 34.55900(W) AD(       ) 2
 FD1619
 FD1619.Superseded values are not recommended for survey control.
 FD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1619.See file dsdata.txt to determine how the superseded data were derived.
 FD1619
 FD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3436660650(NAD 83)
 FD1619_MARKER: DS = TRIANGULATION STATION DISK
 FD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1619
 FD1619  HISTORY     - Date     Condition        Report By
 FD1619  HISTORY     - 1934     MONUMENTED       CGS
 FD1619  HISTORY     - 1962     GOOD             CGS
 FD1619
 FD1619                          STATION DESCRIPTION
 FD1619
 FD1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1619'ON OR NEAR PERRY-HICKMAN COUNTY LINE, ABOUT 5.25 MILES WEST OF COBLE,
 FD1619'ON HIGHEST POINT
 FD1619'OF SMALL HILL, 200 FEET SOUTHEAST OF ROAD, AT NORTH
 FD1619'EDGE OF SCRUB-OAK THICKET, AND NEAR
 FD1619'AIRWAY BEACON NO 58.  TO REACH
 FD1619'FROM LOBELVILLE POST OFFICE, KEEP STRAIGHT AHEAD NORTH
 FD1619'OFF STATE
 FD1619'ROUTE 13 ONTO GRAVEL ROAD 1.2 MILES, TURN RIGHT AT END OF BRIDGE AND
 FD1619'GO 0.85 MILE, TURN
 FD1619'LEFT UP HILL AND GO 2.45 MILES TO STATION SITE.
 FD1619'SURFACE AND UNDERGROUND MARKS ARE
 FD1619'STANDARD REFERENCE DISKS IN
 FD1619'CONCRETE.  REFERENCE AND AZIMUTH
 FD1619'MARKS ARE STANDARD
 FD1619'REFERENCE DISKS IN CONCRETE.  NO 1 IS ON SOUTHEAST SIDE OF
 FD1619'OLD ROAD TO
 FD1619'SOUTHWEST, 7 FEET NORTHWEST OF 6-INCH OAK TREE, AND 91.96
 FD1619'FEET FROM STATION S 15 DEG 14 MIN W.
 FD1619'NO 2 IS ON NORTHWEST
 FD1619'SLOPE OF HILL, 40 FEET SOUTHWEST OF SOUTHWEST
 FD1619'CORNER OF BEACON
 FD1619'GENERATOR CABIN, AND 78.99 FEET (SLOPE DISTANCE) FROM STATION
 FD1619'N 65 DEG 22 MIN W.
 FD1619'AZIMUTH MARK IS ALONG ROAD LEADING PAST
 FD1619'STATION, ON SMALL RISE OF
 FD1619'GROUND, 105 FEET SOUTHEAST OF CENTER LINE
 FD1619'OF ROAD, 10 FEET NORTHWEST OF 20-INCH
 FD1619'WHITE-OAK TREE, AND 0.2 MILE
 FD1619'FROM STATION N 46 DEG 24 MIN E.  AIRWAY
 FD1619'BEACON NO 58
 FD1619'(SEE DESCRIPTION THEREOF) IS 88.44 FEET FROM STATION
 FD1619'N 17 DEG 03 MIN W.
 FD1619
 FD1619                          STATION RECOVERY (1962)
 FD1619
 FD1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1619'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1619'DUE TO CHANGES IN THE
 FD1619'ROADS THE OLD TO REACH IS NO LONGER ADEQUATE.
 FD1619'FOLLOWING IS A NEW AND COMPLETE
 FD1619'DESCRIPTION.
 FD1619'
 FD1619'THE STATION IS ON THE PROPERTY OF THE TANGOOD CORPORATION OF
 FD1619'PENSACOLA, FLORIDA.
 FD1619'IT IS ON THE SUMMIT OF A SMALL HILL ON OR NEAR THE
 FD1619'PERRY-HICKMAN COUNTY LINE,
 FD1619'ABOUT 5.25 MILES WEST OF COBLE, 3.5 MILES
 FD1619'EAST OF LOBELVILLE, AND AT THE SITE OF OLD
 FD1619'AIRWAY BEACON NO 58.
 FD1619'
 FD1619'TO REACH FROM THE POST OFFICE IN LOBELVILLE, GO NORTH ON STATE ROUTE
 FD1619'13 FOR 1.0 MILE TO A
 FD1619'GRAVELED T ROAD RIGHT LEADING TO A STEEL BRIDGE ACROSS THE
 FD1619'BUFFALO RIVER (OVERHEAD
 FD1619'PIPELINE CROSSING ON THE RIGHT).  HERE TURN
 FD1619'RIGHT AND GO EAST ACROSS THIS BRIDGE FOR
 FD1619'0.2 MILE TO A GRAVELED T
 FD1619'CROSSROAD AT THE EAST END OF THE BRIDGE, HERE TURN RIGHT
 FD1619'AND GO
 FD1619'SOUTHEAST FOR 0.6 MILE TO A FORKS AT A BARN ON THE LEFT AND THE FARM
 FD1619'HOME OF JOHN S
 FD1619'GILMAR ON THE RIGHT, TURN RIGHT AND CONTINUE
 FD1619'SOUTHEASTERLY FOR 0.3 MILE TO A
 FD1619'FORK.  HERE KEEP THE LEFT FORK,
 FD1619'UPHILL, AND GO IN A GENERALLY EASTERLY DIRECTION
 FD1619'ON A WINDING ROAD
 FD1619'FOR 2.55 MILES TO THE SUMMIT AND A WOODS ROAD RIGHT, TURN RIGHT,
 FD1619'SOUTH, ON THIS
 FD1619'WOODS ROAD FOR 0.05 MILE TO AN OLD CONCRETE FOUNDATION
 FD1619'ON THE LEFT AND THE STATION JUST
 FD1619'SOUTH OF THE FOUNDATION IN A
 FD1619'CLEARING.
 FD1619'
 FD1619'THE STATION IS 83 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FD1619'FOUNDATION, 26 FEET
 FD1619'NORTHEAST OF AN 8-INCH, TRIANGLE BLAZED HICKORY TREE, 21 FEET
 FD1619'SOUTHWEST OF A 10-INCH,
 FD1619'TWIN TRUNKED, TRIANGLE BLAZED CHESTNUT OAK
 FD1619'TREE, 21 FEET NORTHWEST OF A 10-INCH,
 FD1619'TRIANGLE BLAZED CHESTNUT OAK
 FD1619'TREE, 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1619'WOODS ROAD, AND
 FD1619'1.0 FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1619'STANDARD DISK SET
 FD1619'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1619'THAT PROJECTS 9 INCHES AND THE DISK
 FD1619'IS STAMPED AIRCON 1934.
 FD1619'
 FD1619'REFERENCE MARK NO 1 IS 7 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1619'WOODS ROAD LEADING SOUTH
 FD1619'FROM THE STATION AND 6 FEET NORTHWEST OF A 14-INCH,
 FD1619'TRIANGLE BLAZED OAK TREE.  IT IS
 FD1619'A STANDARD DISK SET IN THE TOP OF A
 FD1619'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9
 FD1619'INCHES AND THE DISK
 FD1619'IS STAMPED AIRCON NO 1 1934.
 FD1619'
 FD1619'REFERENCE MARK NO 2 IS 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD1619'THE OLD FOUNDATION, 29
 FD1619'FEET NORTH OF A 7-INCH, TRIANGLE BLAZED CHESTNUT OAK
 FD1619'TREE AND 28 FEET WEST OF THE
 FD1619'APPROXIMATE CENTER OF THE WOODS ROAD.
 FD1619'IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1619'12-INCH, ROUND, CONCRETE
 FD1619'MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FD1619'AIRCON NO 2 1934.
 FD1619'
 FD1619'THE AZIMUTH MARK IS 114 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1619'THE GRAVELED ROAD,
 FD1619'85 FEET SOUTHEAST OF A LARGE BLAZED OAK TREE, 37 FEET
 FD1619'SOUTHEAST OF A 14-INCH, TRIANGLE
 FD1619'BLAZED OAK TREE, 13 FEET SOUTH OF A
 FD1619'10-INCH, TRIANGLE BLAZED OAK TREE, 7 FEET NORTHWEST
 FD1619'OF A TALL, FIRE
 FD1619'BLAZED TREE, AND 0.7 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND
 FD1619'SIGN.  IT IS A
 FD1619'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD1619'12-INCH, ROUND, CONCRETE MONUMENT
 FD1619'THAT PROJECTS 7 INCHES AND THE DISK
 FD1619'IS STAMPED AIRCON AZI 1934.
 FD1619'
 FD1619'TO REACH THE AZIMUTH MARK FROM THE MAIN GRAVELED ROAD 0.05 MILE NORTH
 FD1619'OF THE STATION, GO
 FD1619'EASTERLY FOR 0.2 MILE TO A LARGE BLAZED OAK TREE ON THE
 FD1619'RIGHT AND THE MARK ON THE
 FD1619'RIGHT IN DENSE WOODS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2664 ***********************************************************************
 AJ2664  DESIGNATION -  AIRLINE
 AJ2664  PID         -  AJ2664
 AJ2664  STATE/COUNTY-  TN/SHELBY
 AJ2664  USGS QUAD   -  EADS (1983)
 AJ2664
 AJ2664                         *CURRENT SURVEY CONTROL
 AJ2664  ___________________________________________________________________
 AJ2664* NAD 83(1995)-  35 12 40.58439(N)    089 40 52.26118(W)     ADJUSTED  
 AJ2664* NAVD 88     -       119.66   (meters)     392.6    (feet)  LEVELING  
 AJ2664  ___________________________________________________________________
 AJ2664  X           -      29,029.424 (meters)                     COMP
 AJ2664  Y           -  -5,216,941.859 (meters)                     COMP
 AJ2664  Z           -   3,657,095.514 (meters)                     COMP
 AJ2664  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2664  ELLIP HEIGHT-          92.20  (meters)          (04/26/01) GPS OBS
 AJ2664  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ2664
 AJ2664  HORZ ORDER  -  FIRST
 AJ2664  VERT ORDER  -  THIRD ?
 AJ2664  ELLP ORDER  -  FOURTH    CLASS I
 AJ2664
 AJ2664.The horizontal coordinates were established by GPS observations
 AJ2664.and adjusted by the National Geodetic Survey in April 2001..
 AJ2664
 AJ2664.The orthometric height was determined by differential leveling.
 AJ2664.The vertical network tie was performed by a horz. field party for horz.
 AJ2664.obs reductions. Reset procedures were used to establish the elevation.
 AJ2664
 AJ2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2664
 AJ2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2664
 AJ2664.The ellipsoidal height was determined by GPS observations
 AJ2664.and is referenced to NAD 83.
 AJ2664
 AJ2664.The geoid height was determined by GEOID03.
 AJ2664
 AJ2664;                    North         East     Units Scale Factor Converg.
 AJ2664;SPC TN       -   103,711.061   264,894.190   MT  1.00000706   -2 09 18.4
 AJ2664;SPC TN       -   340,258.71    869,073.69   sFT  1.00000706   -2 09 18.4
 AJ2664;UTM  16      - 3,899,766.946   255,937.990   MT  1.00033416   -1 32 48.2
 AJ2664
 AJ2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2664!SPC TN       -   0.99998553  x   1.00000706  =   0.99999259
 AJ2664!UTM  16      -   0.99998553  x   1.00033416  =   1.00031968
 AJ2664
 AJ2664                          SUPERSEDED SURVEY CONTROL
 AJ2664
 AJ2664.No superseded survey control is available for this station.
 AJ2664
 AJ2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5593899767(NAD 83)
 AJ2664_MARKER: DD = SURVEY DISK
 AJ2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2664_MARK LOGO: TN1620
 AJ2664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2664+STABILITY: SURFACE MOTION
 AJ2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2664+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2664
 AJ2664  HISTORY     - Date     Condition        Report By
 AJ2664  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2664
 AJ2664                          STATION DESCRIPTION
 AJ2664
 AJ2664'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2664'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN ARLINGTON
 AJ2664'TENNESSEE.
 AJ2664'TO REACH THE STATION FROM THE INTERSECTION OF THE SHELBY-FAYETTE
 AJ2664'COUNTY LINE AND HIGHWAY 64 (HWY-64) , PROCEED WEST ON HIGHWAY 64 FOR
 AJ2664'APPROXIMATELY 2.50 MILE (4.02 KM) TO AIRLINE ROAD (AIRLINE ROAD TO
 AJ2664'NORTH, HOUSTON LEVEE ROAD TO SOUTH) .  TURN RIGHT AND GO NORTH ON
 AJ2664'AIRLINE ROAD FOR APROXIMATELY 225.00 FEET (68.58 M) .  THE STATION IS
 AJ2664'ON THE LEFT.
 AJ2664'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2664'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2664'THE GROUND.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF HIGHWAY
 AJ2664'64 AND AIRLINE ROAD, 225.00 NORTH OF THE CENTERLINE OF HIGHWAY 64,
 AJ2664'54.00 FEET (16.46 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK PLANTER
 AJ2664'WITH CHURCH SIGN AFFIXED, AT THE BACK OF THE WEST CURBLINE OF AIRLINE
 AJ2664'ROAD AT THE SOUTH END OF A DRIVEWAY APRON TO GRAYS CREEK BAPTIST
 AJ2664'CHURCH AT ADDRESS 3141 AIRLINE ROAD.  THE CAP AND CONCRETE ARE SET
 AJ2664'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2565 ***********************************************************************
 FE2565  DESIGNATION -  AIRPORT 2
 FE2565  PID         -  FE2565
 FE2565  STATE/COUNTY-  TN/SHELBY
 FE2565  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2565
 FE2565                         *CURRENT SURVEY CONTROL
 FE2565  ___________________________________________________________________
 FE2565* NAD 83(1995)-  35 03 13.73315(N)    089 58 54.31538(W)     ADJUSTED  
 FE2565* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FE2565  ___________________________________________________________________
 FE2565  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2565  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2565
 FE2565  HORZ ORDER  -  SECOND
 FE2565
 FE2565.This mark is at Memphis Intl Airport (MEM)
 FE2565
 FE2565.The horizontal coordinates were established by classical geodetic methods
 FE2565.and adjusted by the National Geodetic Survey in April 1999..
 FE2565
 FE2565.The orthometric height was scaled from a topographic map.
 FE2565
 FE2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2565
 FE2565.The geoid height was determined by GEOID03.
 FE2565
 FE2565;                    North         East     Units Scale Factor Converg.
 FE2565;SPC TN       -    87,327.341   236,836.607   MT  1.00004041   -2 19 51.9
 FE2565;SPC TN       -   286,506.45    777,021.43   sFT  1.00004041   -2 19 51.9
 FE2565;UTM  16      - 3,883,077.430   228,046.143   MT  1.00051161   -1 42 49.0
 FE2565;UTM  15      - 3,883,177.643   775,283.145   MT  1.00053407   +1 44 04.6
 FE2565
 FE2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2565!SPC TN       -   0.99999173  x   1.00004041  =   1.00003214
 FE2565!UTM  16      -   0.99999173  x   1.00051161  =   1.00050334
 FE2565!UTM  15      -   0.99999173  x   1.00053407  =   1.00052580
 FE2565
 FE2565|---------------------------------------------------------------------|
 FE2565| PID    Reference Object                     Distance      Geod. Az  |
 FE2565|                                                           dddmmss.s |
 FE2565| FE1511 AIRPORT RM 1                         13.120 METERS 07939     |
 FE2565| FE1508 AIRPORT                              13.232 METERS 18743     |
 FE2565| CG3100 AIRPORT AZ MK                                      1874319.6 |
 FE2565| CG3101 AIRPORT 2 RM 3                       15.369 METERS 22336     |
 FE2565|---------------------------------------------------------------------|
 FE2565
 FE2565                          SUPERSEDED SURVEY CONTROL
 FE2565
 FE2565  NAD 83(1995)-  35 03 13.73472(N)    089 58 54.31508(W) AD(       ) 2
 FE2565  NAD 83(1995)-  35 03 13.73806(N)    089 58 54.31603(W) AD(       ) 2
 FE2565  NAD 83(1986)-  35 03 13.74305(N)    089 58 54.31634(W) AD(       ) 2
 FE2565  NAD 27      -  35 03 13.41770(N)    089 58 53.99370(W) AD(       ) 2
 FE2565
 FE2565.Superseded values are not recommended for survey control.
 FE2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2565.See file dsdata.txt to determine how the superseded data were derived.
 FE2565
 FE2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2804683077(NAD 83)
 FE2565_MARKER: DS = TRIANGULATION STATION DISK
 FE2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2565
 FE2565  HISTORY     - Date     Condition        Report By
 FE2565  HISTORY     - 1959     MONUMENTED       CGS
 FE2565  HISTORY     - 1962     GOOD             CGS
 FE2565  HISTORY     - 1962     GOOD             USE
 FE2565  HISTORY     - 1971     GOOD             NGS
 FE2565  HISTORY     - 1975     GOOD             NGS
 FE2565  HISTORY     - 1979     GOOD             NGS
 FE2565  HISTORY     - 1982     GOOD             NGS
 FE2565
 FE2565                          STATION DESCRIPTION
 FE2565
 FE2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW)
 FE2565'AT MEMPHIS MUNICIPAL AIRPORT, AN ESTIMATED 50 YARDS SW OF THE CONTROL
 FE2565'TOWER WHICH IS ON TOP OF THE ADMINISTRATION BUILDING, 65 FEET
 FE2565'W OF PROJECTED CENTER LINE OF THE MAIN ENTRANCE TO THE BUILDING, 12
 FE2565'FEET W OF PROJECTED PLANE OF W WALL OF THE 2-STORY PART OF THE
 FE2565'BUILDING, 27 FEET SE OF CENTER LINE OF 40-FOOT DRIVEWAY, 19 FEET WNW
 FE2565'OF CENTER OF CAST- IRON COVER OF ELECTRIC MANHOLE, ONE FOOT SE OF SE
 FE2565'EDGE OF CONCRETE SIDEWALK, 0.1 FOOT HIGHER THAN SAME, AND FLUSH WITH
 FE2565'GROUND, DISKS ARE STAMPED AIRPORT 2 1959.
 FE2565'
 FE2565'REFERENCE STAMPED AIRPORT NO 1 1957, WITH ARROW POINTING
 FE2565'ABOUT 35 DEG LEFT OF THE STATION, IS 22 FEET W OF PROJECTED
 FE2565'CENTER LINE OF BUILDING ENTRANCE, ONE FOOT S OF S EDGE OF CONCRETE
 FE2565'SIDEWALK ON S SIDE OF ELLIPTICAL DRIVEWAY, AND FLUSH WITH THE
 FE2565'GROUND.
 FE2565'
 FE2565'REFERENCE STAMPED AIRPORT 2 NO. 3 1959, IS ONE FOOT ESE OF ESE EDGE
 FE2565'OF SAID SIDEWALK, LEVEL WITH SAME, AND FLUSH WITH THE GROUND.
 FE2565'
 FE2565'AZIMUTH MARK STAMPED AIRPORT 1957 IS ON TOP OF HILL, AT NW CORNER OF
 FE2565'FENCE AROUND STEEL RADAR TOWER, 39 FEET W OF PROJECTED PLANE
 FE2565'OF W EDGE OF CONCRETE FOUNDATION OF THE SMALL BUILDING HOUSING RADAR
 FE2565'INSTRUMENTS, 11 FEET N OF PROJECTED PLANE OF THE N EDGE OF SAME, 2
 FE2565'FEET E OF A STEEL WITNESS POST, AND ABOUT FLUSH WITH THE GROUND.
 FE2565
 FE2565                          STATION RECOVERY (1962)
 FE2565
 FE2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2565'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED, IN GOOD
 FE2565'CONDITION, AS DESCRIBED IN QUAD 350893 STATION 1043 TENNESSEE.
 FE2565'
 FE2565'THE AZIMUTH MARK WAS DESTROYED DURING CONSTRUCTION OF NEW AIRPORT
 FE2565'TERMINAL BUILDING.
 FE2565
 FE2565                          STATION RECOVERY (1962)
 FE2565
 FE2565'RECOVERY NOTE BY US ENGINEERS 1962 (CBT)
 FE2565'AIRPORT 1957 MR. NAT DUNN OF ALLEN AND HASHALL ENGINEERING CO.
 FE2565'SAYS AZIMUTH MARK WILL BE DESTROYED.  RADAR TOWERS HAVE BEEN TAKEN
 FE2565'DOWN.  ANOTHER AZIMUTH MARK WAS SET 28 FEBRUARY 1962 TO PRESERVE
 FE2565'AZIMUTH AT STATION.
 FE2565'
 FE2565'AZIMUTH MARK 1962 IS ABOUT 0.8 MILE NW OF THE STATION
 FE2565'N 17 DEG 15 MIN W.  61 FEET EAST OF EAST EDGE OF PAVEMENT OF
 FE2565'AIRWAYS ROAD.  IN FENCE LINE.  0.5 FOOT SOUTH OF FIFTH FENCE POST
 FE2565'NORTH OF ANGLE IN FENCE LINE.  A 1/2-INCH BY 3/4-INCH BY 4-FOOT
 FE2565'FLAT IRON DRIVEN FLUSH WITH THE GROUND.  A HOLE IS PUNCHED IN TOP
 FE2565'OF IRON.
 FE2565'
 FE2565'LIGHT ON SW CORNER OF BRICK PORTION OF BUILDING MARKED AERO CORP.
 FE2565'IS ABOUT 400 FEET EAST OF THE STATION S 84 DEG 51 MIN E.
 FE2565'AZIMUTH IS TO 1/2-INCH PIPE HOLDING THE LIGHT.  (AZIMUTHS
 FE2565'TO NEW MARK AND LIGHT WERE OBTAINED BY TURNING 6 DEFLECTION ANGLES
 FE2565'FROM THE 1957 AZIMUTH MARK).
 FE2565
 FE2565                          STATION RECOVERY (1971)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FE2565'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH REFERENCE MARKS
 FE2565'1 AND 3 AS DESCRIBED ON QUAD 350893 STA. 1043.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
 FE2565
 FE2565                          STATION RECOVERY (1975)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FE2565'THE STATION, AIRPORT RM 1, AND AIRPORT 2 RM 3 WERE RECOVERED IN GOOD
 FE2565'CONDITION AS ORIGINALLY DESCRIBED.  THE AZIMUTH MARK WAS NOT
 FE2565'SEARCHED FOR.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
 FE2565
 FE2565                          STATION RECOVERY (1979)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 FE2565'RECOVERED AS DESCRIBED IN GOOD CONDITION - STATION MARK AND BOTH
 FE2565'REFERENCE MARKS.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 FE2565'ADMINISTRATION BUILDING IN THE ORIGINAL DESCRIPTION NOW HOUSES THE
 FE2565'FAA FLIGHT SERVICE STATION AND GADO AND THE CONTROL TOWER HAS BEEN
 FE2565'REMOVED.  THERE ARE TWO NEWER CONTROL TOWERS SOUTH OF THE
 FE2565'STATION.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
 FE2565
 FE2565                          STATION RECOVERY (1982)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FE2565'STATION, RM 1, AND RM 3 WERE RECOVERED AS DESCRIBED IN GOOD
 FE2565'CONDITION.
 FE2565'
 FE2565'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2456 ***********************************************************************
 FE2456  DESIGNATION -  AIRPORT BCN DYERSBURG MUN APT
 FE2456  PID         -  FE2456
 FE2456  STATE/COUNTY-  TN/DYER
 FE2456  USGS QUAD   -  FOWLKES (1983)
 FE2456
 FE2456                         *CURRENT SURVEY CONTROL
 FE2456  ___________________________________________________________________
 FE2456* NAD 83(1995)-  35 59 57.02341(N)    089 24 03.73844(W)     ADJUSTED  
 FE2456* NAVD 88     -                                                        
 FE2456  ___________________________________________________________________
 FE2456  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2456  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2456
 FE2456  HORZ ORDER  -  THIRD
 FE2456
 FE2456.The horizontal coordinates were established by classical geodetic methods
 FE2456.and adjusted by the National Geodetic Survey in April 1999..
 FE2456
 FE2456
 FE2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2456
 FE2456.The geoid height was determined by GEOID03.
 FE2456
 FE2456;                    North         East     Units Scale Factor Converg.
 FE2456;SPC TN       -   190,151.217   293,422.899   MT  0.99995254   -1 59 28.0
 FE2456;SPC TN       -   623,854.45    962,671.63   sFT  0.99995254   -1 59 28.0
 FE2456;UTM  16      - 3,986,523.026   283,578.107   MT  1.00017717   -1 24 42.5
 FE2456
 FE2456                          SUPERSEDED SURVEY CONTROL
 FE2456
 FE2456  NAD 83(1995)-  35 59 57.02688(N)    089 24 03.73899(W) AD(       ) 4
 FE2456  NAD 83(1986)-  35 59 57.03467(N)    089 24 03.73850(W) AD(       ) 4
 FE2456  NAD 27      -  35 59 56.77200(N)    089 24 03.47600(W) AD(       ) 3
 FE2456
 FE2456.Superseded values are not recommended for survey control.
 FE2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2456.See file dsdata.txt to determine how the superseded data were derived.
 FE2456
 FE2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8357886523(NAD 83)
 FE2456_MARKER: 21 = AIRPORT BEACON
 FE2456
 FE2456  HISTORY     - Date     Condition        Report By
 FE2456  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2456
 FE2456                          STATION DESCRIPTION
 FE2456
 FE2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2456'THE STATION IS THE CENTER OF THE LIGHT OF THE BEACON.  IT IS
 FE2456'SUPPORTED BY A FOUR LEGGED STEEL TOWER PAINTED RED AND WHITE
 FE2456'AND THE TOTAL HEIGHT IS 60 FEET.  THE BEACON IS AN ALTERNATING BLUE
 FE2456'AND WHITE LIGHT THAT ROTATES.  IT IS LOCATED AT THE EAST SIDE
 FE2456'OF THE COMMUNICATIONS BUILDING AT THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2563 ***********************************************************************
 FE2563  DESIGNATION -  AIRPORT BCN MEMPHIS MUN APT
 FE2563  PID         -  FE2563
 FE2563  STATE/COUNTY-  TN/SHELBY
 FE2563  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2563
 FE2563                         *CURRENT SURVEY CONTROL
 FE2563  ___________________________________________________________________
 FE2563* NAD 83(1995)-  35 03 14.68831(N)    089 58 53.50393(W)     ADJUSTED  
 FE2563* NAVD 88     -                                                        
 FE2563  ___________________________________________________________________
 FE2563  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2563  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2563
 FE2563  HORZ ORDER  -  THIRD
 FE2563
 FE2563.This mark is at Memphis Intl Airport (MEM)
 FE2563
 FE2563.The horizontal coordinates were established by classical geodetic methods
 FE2563.and adjusted by the National Geodetic Survey in April 1999..
 FE2563
 FE2563
 FE2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2563
 FE2563.The geoid height was determined by GEOID03.
 FE2563
 FE2563;                    North         East     Units Scale Factor Converg.
 FE2563;SPC TN       -    87,355.917   236,858.351   MT  1.00004035   -2 19 51.4
 FE2563;SPC TN       -   286,600.20    777,092.77   sFT  1.00004035   -2 19 51.4
 FE2563;SPC MS W     -   615,929.123   732,092.906   MT  0.99996269   +0 12 07.4
 FE2563;SPC MS W     - 2,020,760.80  2,401,874.81   sFT  0.99996269   +0 12 07.4
 FE2563;UTM  16      - 3,883,106.251   228,067.588   MT  1.00051146   -1 42 48.6
 FE2563;UTM  15      - 3,883,207.703   775,302.818   MT  1.00053420   +1 44 05.1
 FE2563
 FE2563                          SUPERSEDED SURVEY CONTROL
 FE2563
 FE2563  NAD 83(1995)-  35 03 14.69037(N)    089 58 53.50331(W) AD(       ) 4
 FE2563  NAD 83(1995)-  35 03 14.69376(N)    089 58 53.50423(W) AD(       ) 4
 FE2563  NAD 83(1986)-  35 03 14.69898(N)    089 58 53.50531(W) AD(       ) 4
 FE2563  NAD 27      -  35 03 14.37900(N)    089 58 53.17800(W) AD(       ) 3
 FE2563
 FE2563.Superseded values are not recommended for survey control.
 FE2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2563.See file dsdata.txt to determine how the superseded data were derived.
 FE2563
 FE2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2806883106(NAD 83)
 FE2563_MARKER: 21 = AIRPORT BEACON
 FE2563
 FE2563  HISTORY     - Date     Condition        Report By
 FE2563  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2563
 FE2563                          STATION DESCRIPTION
 FE2563
 FE2563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2586 ***********************************************************************
 FE2586  DESIGNATION -  AIRPORT BEACON MEMPHIS NAS
 FE2586  PID         -  FE2586
 FE2586  STATE/COUNTY-  TN/SHELBY
 FE2586  USGS QUAD   -  BRUNSWICK (1993)
 FE2586
 FE2586                         *CURRENT SURVEY CONTROL
 FE2586  ___________________________________________________________________
 FE2586* NAD 83(1995)-  35 20 50.02571(N)    089 52 17.91589(W)     ADJUSTED  
 FE2586* NAVD 88     -                                                        
 FE2586  ___________________________________________________________________
 FE2586  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2586  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2586
 FE2586  HORZ ORDER  -  THIRD
 FE2586
 FE2586.This mark is at Millington Mun Airport (NQA)
 FE2586
 FE2586.The horizontal coordinates were established by classical geodetic methods
 FE2586.and adjusted by the National Geodetic Survey in April 1999..
 FE2586
 FE2586
 FE2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2586
 FE2586.The geoid height was determined by GEOID03.
 FE2586
 FE2586;                    North         East     Units Scale Factor Converg.
 FE2586;SPC TN       -   119,451.919   248,161.627   MT  0.99998426   -2 15 59.8
 FE2586;SPC TN       -   391,901.84    814,176.94   sFT  0.99998426   -2 15 59.8
 FE2586;UTM  16      - 3,915,335.910   239,033.156   MT  1.00043937   -1 39 44.2
 FE2586
 FE2586                          SUPERSEDED SURVEY CONTROL
 FE2586
 FE2586  NAD 83(1995)-  35 20 50.03430(N)    089 52 17.91671(W) AD(       ) 4
 FE2586  NAD 83(1995)-  35 20 50.03473(N)    089 52 17.91633(W) AD(       ) 4
 FE2586  NAD 83(1986)-  35 20 50.03727(N)    089 52 17.91717(W) AD(       ) 4
 FE2586  NAD 27      -  35 20 49.72400(N)    089 52 17.61000(W) AD(       ) 3
 FE2586
 FE2586.Superseded values are not recommended for survey control.
 FE2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2586.See file dsdata.txt to determine how the superseded data were derived.
 FE2586
 FE2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3903315336(NAD 83)
 FE2586_MARKER: 21 = AIRPORT BEACON
 FE2586
 FE2586  HISTORY     - Date     Condition        Report By
 FE2586  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2586
 FE2586                          STATION DESCRIPTION
 FE2586
 FE2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2586'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE NAVAL AIR
 FE2586'STATION WATER TANK LOCATED ABOUT 0.1 MILE SOUTH OF THE CONTROL
 FE2586'TOWER, 99 FEET WEST OF BUILDING N-7 AND 141 FEET NORTH OF BUILDING
 FE2586'N-8.
 FE2586'
 FE2586'THE TANK IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE.  THE ENTIRE
 FE2586'STRUCTURE IS PAINTED INTERNATIONAL ORANGE AND WHITE AND HAS A
 FE2586'REVOLVING BEACON ON TOP FLASHING A GREEN AND WHITE LIGHT.  THE
 FE2586'OVERALL HEIGHT IS ABOUT 170 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1525 ***********************************************************************
 GD1525  DESIGNATION -  AIRPORT BEACON TOM STEWART APT
 GD1525  PID         -  GD1525
 GD1525  STATE/COUNTY-  TN/OBION
 GD1525  USGS QUAD   -  HARRIS (1983)
 GD1525
 GD1525                         *CURRENT SURVEY CONTROL
 GD1525  ___________________________________________________________________
 GD1525* NAD 83(1995)-  36 22 53.62995(N)    088 58 53.19084(W)     ADJUSTED  
 GD1525* NAVD 88     -                                                        
 GD1525  ___________________________________________________________________
 GD1525  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GD1525  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1525
 GD1525  HORZ ORDER  -  THIRD
 GD1525
 GD1525.The horizontal coordinates were established by classical geodetic methods
 GD1525.and adjusted by the National Geodetic Survey in April 1999..
 GD1525
 GD1525
 GD1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1525
 GD1525.The geoid height was determined by GEOID03.
 GD1525
 GD1525;                    North         East     Units Scale Factor Converg.
 GD1525;SPC TN       -   231,327.921   332,526.109   MT  0.99999396   -1 44 43.6
 GD1525;SPC TN       -   758,948.35  1,090,962.74   sFT  0.99999396   -1 44 43.6
 GD1525;UTM  16      - 4,028,094.119   322,270.991   MT  0.99998920   -1 10 32.2
 GD1525
 GD1525                          SUPERSEDED SURVEY CONTROL
 GD1525
 GD1525  NAD 83(1995)-  36 22 53.63171(N)    088 58 53.19081(W) AD(       ) 4
 GD1525  NAD 83(1995)-  36 22 53.63294(N)    088 58 53.19252(W) AD(       ) 4
 GD1525  NAD 83(1986)-  36 22 53.64214(N)    088 58 53.18958(W) AD(       ) 4
 GD1525  NAD 27      -  36 22 53.41200(N)    088 58 52.96200(W) AD(       ) 3
 GD1525
 GD1525.Superseded values are not recommended for survey control.
 GD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1525.See file dsdata.txt to determine how the superseded data were derived.
 GD1525
 GD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2227128094(NAD 83)
 GD1525_MARKER: 21 = AIRPORT BEACON
 GD1525
 GD1525  HISTORY     - Date     Condition        Report By
 GD1525  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1525  HISTORY     - 1967     GOOD             CGS
 GD1525
 GD1525                          STATION DESCRIPTION
 GD1525
 GD1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1525'THE STATION IS A REVOLVING GREEN AND WHITE LIGHT AT THE TOP OF WATER
 GD1525'TANK OF THE TOM STEWART AIRPORT LOCATED ABOUT 8 MILES NORTHWEST OF
 GD1525'MARTIN AND ABOUT 4-1/2 MILES SOUTHEAST OF UNION CITY.  THE TANK HAS
 GD1525'4 LEGS, IS PAINTED SILVER AND IS ABOUT 100 FEET HIGH.
 GD1525
 GD1525                          STATION RECOVERY (1967)
 GD1525
 GD1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1525'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1525'
 GD1525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.5 MILES
 GD1525'SOUTHEAST OF UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1511 ***********************************************************************
 FE1511  DESIGNATION -  AIRPORT RM 1
 FE1511  PID         -  FE1511
 FE1511  STATE/COUNTY-  TN/SHELBY
 FE1511  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1511
 FE1511                         *CURRENT SURVEY CONTROL
 FE1511  ___________________________________________________________________
 FE1511* NAD 83(1986)-  35 03 13.     (N)    089 58 54.     (W)     SCALED    
 FE1511* NAVD 88     -        80.443  (meters)     263.92   (feet)  ADJUSTED  
 FE1511  ___________________________________________________________________
 FE1511  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1511  DYNAMIC HT  -          80.368 (meters)     263.67  (feet)  COMP
 FE1511  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 FE1511
 FE1511  VERT ORDER  -  SECOND    CLASS 0
 FE1511
 FE1511.This mark is at Memphis Intl Airport (MEM)
 FE1511
 FE1511.The horizontal coordinates were scaled from a topographic map and have
 FE1511.an estimated accuracy of +/- 6 seconds.
 FE1511
 FE1511.The orthometric height was determined by differential leveling
 FE1511.and adjusted by the National Geodetic Survey in June 1991..
 FE1511
 FE1511.The geoid height was determined by GEOID03.
 FE1511
 FE1511.The dynamic height is computed by dividing the NAVD 88
 FE1511.geopotential number by the normal gravity value computed on the
 FE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1511.degrees latitude (g = 980.6199 gals.).
 FE1511
 FE1511.The modeled gravity was interpolated from observed gravity values.
 FE1511
 FE1511;                    North         East    Units  Estimated Accuracy
 FE1511;SPC TN       -    87,300.      236,840.      MT  (+/- 180 meters Scaled)
 FE1511
 FE1511                          SUPERSEDED SURVEY CONTROL
 FE1511
 FE1511  NGVD 29 (??/??/??)   80.410  (m)          263.81   (f) ADJUSTED    2 0
 FE1511
 FE1511.Superseded values are not recommended for survey control.
 FE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1511.See file dsdata.txt to determine how the superseded data were derived.
 FE1511
 FE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280830(NAD 83)
 FE1511_MARKER: DR = REFERENCE MARK DISK
 FE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1511_STAMPING: AIRPORT NO 1 1957
 FE1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1511+STABILITY: SURFACE MOTION
 FE1511
 FE1511  HISTORY     - Date     Condition        Report By
 FE1511  HISTORY     - 1957     MONUMENTED       CGS
 FE1511  HISTORY     - 1959     GOOD             CGS
 FE1511  HISTORY     - 1979     GOOD             NGS
 FE1511  HISTORY     - 1979     GOOD             NGS
 FE1511
 FE1511                          STATION DESCRIPTION
 FE1511
 FE1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1511'AT MEMPHIS.
 FE1511'IT IS LOCATED AT THE AIRPORT 1957 STATION SITE.  IT IS SET IN
 FE1511'THE TOP OF 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 FE1511'THE GROUND.  IT IS 7 FEET SOUTH OF SOUTH CURB OF CIRCULAR
 FE1511'DRIVEWAY AND 57 FEET NORTH-NORTHWEST OF FLAG POLE AND 69.9 FEET
 FE1511'NORTHEAST OF AIRPORT 1957.
 FE1511
 FE1511                          STATION RECOVERY (1979)
 FE1511
 FE1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FE1511'RECOVERED IN GOOD CONDITION.
 FE1511
 FE1511                          STATION RECOVERY (1979)
 FE1511
 FE1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FE1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3409 ***********************************************************************
 GA3409  DESIGNATION -  AIRWAY BEACON
 GA3409  PID         -  GA3409
 GA3409  STATE/COUNTY-  TN/GREENE
 GA3409  USGS QUAD   -  MC CLOUD (1961)
 GA3409
 GA3409                         *CURRENT SURVEY CONTROL
 GA3409  ___________________________________________________________________
 GA3409* NAD 83(1995)-  36 18 27.70918(N)    082 58 16.33048(W)     ADJUSTED  
 GA3409* NAVD 88     -                                                        
 GA3409  ___________________________________________________________________
 GA3409  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GA3409  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3409
 GA3409  HORZ ORDER  -  THIRD
 GA3409
 GA3409.The horizontal coordinates were established by classical geodetic methods
 GA3409.and adjusted by the National Geodetic Survey in April 1999..
 GA3409
 GA3409
 GA3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3409
 GA3409.The geoid height was determined by GEOID03.
 GA3409
 GA3409;                    North         East     Units Scale Factor Converg.
 GA3409;SPC TN       -   223,265.725   871,974.543   MT  0.99998249   +1 46 23.4
 GA3409;SPC TN       -   732,497.63  2,860,803.15   sFT  0.99998249   +1 46 23.4
 GA3409;UTM  17      - 4,019,880.474   323,022.351   MT  0.99998592   -1 10 03.0
 GA3409
 GA3409                          SUPERSEDED SURVEY CONTROL
 GA3409
 GA3409  NAD 83(1995)-  36 18 27.71285(N)    082 58 16.33412(W) AD(       ) 4
 GA3409  NAD 83(1995)-  36 18 27.72168(N)    082 58 16.33864(W) AD(       ) 4
 GA3409  NAD 83(1995)-  36 18 27.71500(N)    082 58 16.33283(W) AD(       ) 4
 GA3409  NAD 83(1986)-  36 18 27.71786(N)    082 58 16.33325(W) AD(       ) 4
 GA3409  NAD 27      -  36 18 27.37000(N)    082 58 16.75000(W) AD(       ) 3
 GA3409
 GA3409.Superseded values are not recommended for survey control.
 GA3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3409.See file dsdata.txt to determine how the superseded data were derived.
 GA3409
 GA3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2302219880(NAD 83)
 GA3409_MARKER: 22 = AIRWAY BEACON
 GA3409_MARK LOGO: CGS   
 GA3409
 GA3409  HISTORY     - Date     Condition        Report By
 GA3409  HISTORY     - 1941     FIRST OBSERVED   CGS
 GA3409
 GA3409                          STATION DESCRIPTION
 GA3409
 GA3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3409'THE STATION IS ABOUT 7 MILES SSE OF ROGERSVILLE ON THE HIGHEST POINT
 GA3409'OF A PEAK KNOWN AS
 GA3409'HIGH SPUR IN BAYS MOUNTAINS.  IT IS THE CENTER OF
 GA3409'THE SQUARE FORMED BY THE BASES OF THE
 GA3409'LEGS OF THE SKELETON STEEL
 GA3409'TOWER WHICH IS A SLENDER PYRAMID ABOUT 75 FEET HIGH.
 GA3409'THIS CENTER IS
 GA3409'CLOSELY THE CENTER OF THE REVOLVING LIGHT OR ANY OTHER HORIZONTAL
 GA3409'CROSS SECTION OF
 GA3409'THE TOWER.  IT IS 9.91 METERS OR 32.5 FEET NNE OF
 GA3409'STATION HIGH SPUR 1934.  THE
 GA3409'DESIGNATION OF THE BEACON WAS NOT
 GA3409'DETERMINED.
 GA3409'
 GA3409'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION HIGH SPUR 1934.
 GA3409'
 GA3409'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 70 ON
 GA3409'THE MAIN STREET OF
 GA3409'ROGERSVILLE, GO S ON THE UNITED HIGHWAYS 0.2 MILE
 GA3409'TO THE S SIDE OF THE RAILROAD TRACKS
 GA3409'AND TURN RIGHT, THENCE WESTERLY
 GA3409'AND SOUTHERLY 3.2 MILES AND TURN RIGHT ACROSS THE
 GA3409'HOLSTON RIVER
 GA3409'BRIDGE, THENCE 0.8 MILE AND TAKE THE LEFT FORK LEAVING STATE HIGHWAY
 GA3409'66, THENCE ABOUT
 GA3409'0.1 MILE AND TURN LEFT CONTINUING ON STATE HIGHWAY
 GA3409'70, THENCE SOUTHERLY 2.5 MILES TO A
 GA3409'STORE ON THE RIGHT, THENCE
 GA3409'CONTINUE STRAIGHT AHEAD 1.1 MILES AND TURN RIGHT ONTO
 GA3409'A DIM EARTH
 GA3409'ROAD LEAVING STATE HIGHWAY 70, THENCE GENERALLY SOUTHERLY 1.0 MILE
 GA3409'AND TURN LEFT,
 GA3409'THENCE UPHILL AND ALONG THE MAIN ROAD 1.4 MILES TO THE
 GA3409'HOME OF C.E.  SMITH ON THE LEFT
 GA3409'AND PASS THROUGH GATE STRAIGHT AHEAD
 GA3409'ONTO A WOODS ROAD, THENCE 0.4 MILE TO THE POWER
 GA3409'PLANT OF THIS BEACON
 GA3409'AND THE END OF TRUCK TRAVEL.  PROCEED AFOOT ABOUT 200 YARDS TO THE
 GA3409'TOP OF THE HILL
 GA3409'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1413 ***********************************************************************
 FD1413  DESIGNATION -  AIRWAY BEACON 19
 FD1413  PID         -  FD1413
 FD1413  STATE/COUNTY-  TN/RUTHERFORD
 FD1413  USGS QUAD   -  MURFREESBORO (1983)
 FD1413
 FD1413                         *CURRENT SURVEY CONTROL
 FD1413  ___________________________________________________________________
 FD1413* NAD 83(1995)-  35 45 59.60970(N)    086 23 33.92919(W)     ADJUSTED  
 FD1413* NAVD 88     -                                                        
 FD1413  ___________________________________________________________________
 FD1413  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FD1413  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1413
 FD1413  HORZ ORDER  -  THIRD
 FD1413
 FD1413.The horizontal coordinates were established by classical geodetic methods
 FD1413.and adjusted by the National Geodetic Survey in April 1999..
 FD1413
 FD1413
 FD1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1413
 FD1413.The geoid height was determined by GEOID03.
 FD1413
 FD1413;                    North         East     Units Scale Factor Converg.
 FD1413;SPC TN       -   159,086.057   564,485.312   MT  0.99994909   -0 13 47.8
 FD1413;SPC TN       -   521,934.84  1,851,982.23   sFT  0.99994909   -0 13 47.8
 FD1413;UTM  16      - 3,958,226.871   554,890.437   MT  0.99963713   +0 21 17.8
 FD1413
 FD1413                          SUPERSEDED SURVEY CONTROL
 FD1413
 FD1413  NAD 83(1995)-  35 45 59.61546(N)    086 23 33.93169(W) AD(       ) 4
 FD1413  NAD 83(1986)-  35 45 59.62074(N)    086 23 33.92928(W) AD(       ) 4
 FD1413  NAD 27      -  35 45 59.38000(N)    086 23 33.97000(W) AD(       ) 3
 FD1413
 FD1413.Superseded values are not recommended for survey control.
 FD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1413.See file dsdata.txt to determine how the superseded data were derived.
 FD1413
 FD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5489058227(NAD 83)
 FD1413_MARKER: 22 = AIRWAY BEACON
 FD1413
 FD1413  HISTORY     - Date     Condition        Report By
 FD1413  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1413
 FD1413                          STATION DESCRIPTION
 FD1413
 FD1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1413'A 24-INCH BEACON, REVOLVING 6 REVOLUTIONS PER MINUTE, ON 51-FOOT
 FD1413'TOWER, ABOUT 6
 FD1413'MILES SOUTH OF MURFREESBORO.  TO REACH FROM
 FD1413'MURFREESBORO, GO SOUTH 5 MILES ON
 FD1413'SHELBYVILLE ROAD, TURN LEFT (EAST)
 FD1413'OFF CONCRETE ROAD ONTO GRAVEL ROAD, CONTINUE 1.5
 FD1413'MILES TO RESIDENCE
 FD1413'OF MR DICKENS, AND THENCE TO HIGHEST OF THREE HILLS JUST 1 MILE
 FD1413'SOUTH OF
 FD1413'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3392 ***********************************************************************
 GA3392  DESIGNATION -  AIRWAY BEACON 23
 GA3392  PID         -  GA3392
 GA3392  STATE/COUNTY-  TN/HAWKINS
 GA3392  USGS QUAD   -  LOVELACE (1971)
 GA3392
 GA3392                         *CURRENT SURVEY CONTROL
 GA3392  ___________________________________________________________________
 GA3392* NAD 83(1995)-  36 24 37.34071(N)    082 42 10.00449(W)     ADJUSTED  
 GA3392* NAVD 88     -                                                        
 GA3392  ___________________________________________________________________
 GA3392  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GA3392  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA3392
 GA3392  HORZ ORDER  -  THIRD
 GA3392
 GA3392.The horizontal coordinates were established by classical geodetic methods
 GA3392.and adjusted by the National Geodetic Survey in April 1999..
 GA3392
 GA3392
 GA3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3392
 GA3392.The geoid height was determined by GEOID03.
 GA3392
 GA3392;                    North         East     Units Scale Factor Converg.
 GA3392;SPC TN       -   235,431.589   895,685.471   MT  0.99999889   +1 55 49.2
 GA3392;SPC TN       -   772,411.80  2,938,594.75   sFT  0.99999889   +1 55 49.2
 GA3392;UTM  17      - 4,030,813.155   347,324.915   MT  0.99988720   -1 00 39.3
 GA3392
 GA3392                          SUPERSEDED SURVEY CONTROL
 GA3392
 GA3392  NAD 83(1995)-  36 24 37.34273(N)    082 42 10.00719(W) AD(       ) 4
 GA3392  NAD 83(1995)-  36 24 37.35008(N)    082 42 10.02246(W) AD(       ) 4
 GA3392  NAD 83(1995)-  36 24 37.34560(N)    082 42 10.00742(W) AD(       ) 4
 GA3392  NAD 83(1986)-  36 24 37.34807(N)    082 42 10.00838(W) AD(       ) 4
 GA3392  NAD 27      -  36 24 36.98800(N)    082 42 10.43800(W) AD(       ) 3
 GA3392
 GA3392.Superseded values are not recommended for survey control.
 GA3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3392.See file dsdata.txt to determine how the superseded data were derived.
 GA3392
 GA3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4732530813(NAD 83)
 GA3392_MARKER: 22 = AIRWAY BEACON
 GA3392
 GA3392  HISTORY     - Date     Condition        Report By
 GA3392  HISTORY     - 1961     FIRST OBSERVED   CGS
 GA3392  HISTORY     - 1963     GOOD             TNHD
 GA3392
 GA3392                          STATION DESCRIPTION
 GA3392
 GA3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3392'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FALL BRANCH, 3
 GA3392'MILES NORTH OF
 GA3392'JEAROLDSTOWN, AT THE TRI-COUNTY CORNER OF HAWKINS,
 GA3392'GREENE AND SULLIVAN AND ABOUT
 GA3392'0.25 MILE NORTHEAST OF THE HIGHEST KNOB
 GA3392'OF THE BAYS MOUNTAIN LOCALLY KNOWN AS CHIMNEY
 GA3392'TOP MOUNTAIN.
 GA3392'
 GA3392'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA3392'STATE HIGHWAY 81 FOR 1.5
 GA3392'MILES TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT
 GA3392'AND GO 5.5 MILES TO A SIDE ROAD ON
 GA3392'THE RIGHT, JUST AFTER PASSING A
 GA3392'CITIES SERVICE STATION ON THE RIGHT, TURN RIGHT AND
 GA3392'GO 1.0 MILE TO A
 GA3392'FORK, KEEP RIGHT AND GO 0.05 MILE TO A FORK, KEEP LEFT AND GO 0.15
 GA3392'MILE TO A WIRE
 GA3392'GATE AT A HOUSE ON THE RIGHT, PASS THROUGH GATE AND GO
 GA3392'0.45 MILE TO A GAP IN FENCE, PASS
 GA3392'THROUGH GAP AND GO 0.05 MILE TO A
 GA3392'FORK, KEEP RIGHT, UP HILL AND GO 0.5 MILE TO THE END
 GA3392'OF TRUCK TRAVEL.
 GA3392'HERE PACK NORTHERLY TO THE TOP OF THE RIDGE, THEN RIGHT ALONG RIDGE
 GA3392'TO THE TOP OF THE
 GA3392'NORTHEASTERLY KNOB AND THE STATION.
 GA3392'
 GA3392'THE STATION IS A 4-LEGGED STEEL STRUCTURE, PAINTED ALTERNATE RED AND
 GA3392'WHITE IN COLOR AND THE
 GA3392'OVER-ALL HEIGHT IS ABOUT 60 FEET.  THE POINT OF
 GA3392'INTERSECTION WAS A REVOLVING
 GA3392'LIGHT ON THE TOP.
 GA3392
 GA3392                          STATION RECOVERY (1963)
 GA3392
 GA3392'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3392'THE STATION WAS RECOVERED AS DESCRIBED.
 GA3392'
 GA3392'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SW OF FALL
 GA3392'BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2357 ***********************************************************************
 GC2357  DESIGNATION -  AIRWAY BEACON 23
 GC2357  PID         -  GC2357
 GC2357  STATE/COUNTY-  TN/DAVIDSON
 GC2357  USGS QUAD   -  FOREST GROVE (1994)
 GC2357
 GC2357                         *CURRENT SURVEY CONTROL
 GC2357  ___________________________________________________________________
 GC2357* NAD 83(1995)-  36 17 18.37764(N)    086 52 39.25229(W)     ADJUSTED  
 GC2357* NAVD 88     -                                                        
 GC2357  ___________________________________________________________________
 GC2357  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC2357  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2357
 GC2357  HORZ ORDER  -  THIRD
 GC2357
 GC2357.The horizontal coordinates were established by classical geodetic methods
 GC2357.and adjusted by the National Geodetic Survey in April 1999..
 GC2357
 GC2357
 GC2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2357
 GC2357.The geoid height was determined by GEOID03.
 GC2357
 GC2357;                    North         East     Units Scale Factor Converg.
 GC2357;SPC TN       -   217,273.330   521,166.834   MT  0.99997977   -0 30 49.6
 GC2357;SPC TN       -   712,837.58  1,709,861.52   sFT  0.99997977   -0 30 49.6
 GC2357;UTM  16      - 4,015,948.193   510,993.999   MT  0.99960149   +0 04 20.9
 GC2357
 GC2357                          SUPERSEDED SURVEY CONTROL
 GC2357
 GC2357  NAD 83(1995)-  36 17 18.37956(N)    086 52 39.25390(W) AD(       ) 4
 GC2357  NAD 83(1995)-  36 17 18.38163(N)    086 52 39.25527(W) AD(       ) 4
 GC2357  NAD 83(1986)-  36 17 18.38795(N)    086 52 39.25531(W) AD(       ) 4
 GC2357  NAD 27      -  36 17 18.19800(N)    086 52 39.25800(W) AD(       ) 3
 GC2357
 GC2357.Superseded values are not recommended for survey control.
 GC2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2357.See file dsdata.txt to determine how the superseded data were derived.
 GC2357
 GC2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1099415948(NAD 83)
 GC2357_MARKER: 22 = AIRWAY BEACON
 GC2357
 GC2357  HISTORY     - Date     Condition        Report By
 GC2357  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2357
 GC2357                          STATION DESCRIPTION
 GC2357
 GC2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2357'BEACON ON 51-FOOT TOWER ABOUT 4 MILES SOUTHWEST OF JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2329 ***********************************************************************
 GC2329  DESIGNATION -  AIRWAY BEACON 24
 GC2329  PID         -  GC2329
 GC2329  STATE/COUNTY-  TN/ROBERTSON
 GC2329  USGS QUAD   -  GREENBRIER (1981)
 GC2329
 GC2329                         *CURRENT SURVEY CONTROL
 GC2329  ___________________________________________________________________
 GC2329* NAD 83(1995)-  36 24 54.27329(N)    086 50 48.42788(W)     ADJUSTED  
 GC2329* NAVD 88     -                                                        
 GC2329  ___________________________________________________________________
 GC2329  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GC2329  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2329
 GC2329  HORZ ORDER  -  THIRD
 GC2329
 GC2329.The horizontal coordinates were established by classical geodetic methods
 GC2329.and adjusted by the National Geodetic Survey in April 1999..
 GC2329
 GC2329
 GC2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2329
 GC2329.The geoid height was determined by GEOID03.
 GC2329
 GC2329;                    North         East     Units Scale Factor Converg.
 GC2329;SPC TN       -   231,300.709   524,053.760   MT  0.99999972   -0 29 44.7
 GC2329;SPC TN       -   758,859.08  1,719,333.04   sFT  0.99999972   -0 29 44.7
 GC2329;UTM  16      - 4,029,998.941   513,736.137   MT  0.99960232   +0 05 27.4
 GC2329
 GC2329                          SUPERSEDED SURVEY CONTROL
 GC2329
 GC2329  NAD 83(1995)-  36 24 54.27403(N)    086 50 48.42951(W) AD(       ) 4
 GC2329  NAD 83(1995)-  36 24 54.27715(N)    086 50 48.43216(W) AD(       ) 4
 GC2329  NAD 83(1986)-  36 24 54.28226(N)    086 50 48.43144(W) AD(       ) 4
 GC2329  NAD 27      -  36 24 54.10800(N)    086 50 48.44000(W) AD(       ) 3
 GC2329
 GC2329.Superseded values are not recommended for survey control.
 GC2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2329.See file dsdata.txt to determine how the superseded data were derived.
 GC2329
 GC2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1373629999(NAD 83)
 GC2329_MARKER: 22 = AIRWAY BEACON
 GC2329
 GC2329  HISTORY     - Date     Condition        Report By
 GC2329  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2329
 GC2329                          STATION DESCRIPTION
 GC2329
 GC2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PAS)
 GC2329'BEACON ON 51-FOOT TOWER ABOUT 6 MILES WEST OF GREEN BRIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1620 ***********************************************************************
 FD1620  DESIGNATION -  AIRWAY BEACON 58
 FD1620  PID         -  FD1620
 FD1620  STATE/COUNTY-  TN/PERRY
 FD1620  USGS QUAD   -  COBLE (1968)
 FD1620
 FD1620                         *CURRENT SURVEY CONTROL
 FD1620  ___________________________________________________________________
 FD1620* NAD 83(1995)-  35 47 16.73155(N)    087 43 34.95027(W)     ADJUSTED  
 FD1620* NAVD 88     -                                                        
 FD1620  ___________________________________________________________________
 FD1620  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FD1620  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD1620
 FD1620  HORZ ORDER  -  THIRD
 FD1620
 FD1620.The horizontal coordinates were established by classical geodetic methods
 FD1620.and adjusted by the National Geodetic Survey in April 1999..
 FD1620
 FD1620
 FD1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1620
 FD1620.The geoid height was determined by GEOID03.
 FD1620
 FD1620;                    North         East     Units Scale Factor Converg.
 FD1620;SPC TN       -   162,768.065   443,944.175   MT  0.99994872   -1 00 38.5
 FD1620;SPC TN       -   534,014.89  1,456,506.85   sFT  0.99994872   -1 00 38.5
 FD1620;UTM  16      - 3,960,676.194   434,358.196   MT  0.99965309   -0 25 29.2
 FD1620
 FD1620                          SUPERSEDED SURVEY CONTROL
 FD1620
 FD1620  NAD 83(1995)-  35 47 16.73329(N)    087 43 34.95363(W) AD(       ) 4
 FD1620  NAD 83(1986)-  35 47 16.74199(N)    087 43 34.95154(W) AD(       ) 4
 FD1620  NAD 27      -  35 47 16.50600(N)    087 43 34.87500(W) AD(       ) 3
 FD1620
 FD1620.Superseded values are not recommended for survey control.
 FD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1620.See file dsdata.txt to determine how the superseded data were derived.
 FD1620
 FD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3435860676(NAD 83)
 FD1620_MARKER: 22 = AIRWAY BEACON
 FD1620
 FD1620  HISTORY     - Date     Condition        Report By
 FD1620  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1620
 FD1620                          STATION DESCRIPTION
 FD1620
 FD1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1620'CAP OF 36-INCH BEACON ON 75-FOOT STEEL TOWER, ON SUMMIT OF SMALL
 FD1620'HILL, AND 88.4
 FD1620'FEET N 17 DEG 03 MIN W.  FROM STATION AIRCON
 FD1620'(SEE DESCRIPTION THEREOF).  TO
 FD1620'REACH FROM COBLE, GO NORTH ON
 FD1620'COBLE-LOBELVILLE ROAD (DIRT) 8.6 MILES TO SITE ON
 FD1620'LEFT OF ROAD.  TO
 FD1620'REACH FROM LOBELVILLE, GO NORTH ON COBLE-LOBELVILLE ROAD 2.2 MILES
 FD1620'TO FOOT OF HILL
 FD1620'(NEAR DWELLING HOUSE BELONGING TO MR JOHN S GILMER).
 FD1620'PROCEED ON COBLE-LOBELVILLE
 FD1620'ROAD 2.7 MILES TO SITE WHICH IS AMONG
 FD1620'TREES ABOUT 250 FEET TO RIGHT OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2535 ***********************************************************************
 GC2535  DESIGNATION -  AIRWAY BEACON 62
 GC2535  PID         -  GC2535
 GC2535  STATE/COUNTY-  TN/WILLIAMSON
 GC2535  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2535
 GC2535                         *CURRENT SURVEY CONTROL
 GC2535  ___________________________________________________________________
 GC2535* NAD 83(1995)-  36 00 35.50865(N)    087 02 43.56236(W)     ADJUSTED  
 GC2535* NAVD 88     -                                                        
 GC2535  ___________________________________________________________________
 GC2535  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GC2535  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC2535
 GC2535  HORZ ORDER  -  THIRD
 GC2535
 GC2535.The horizontal coordinates were established by classical geodetic methods
 GC2535.and adjusted by the National Geodetic Survey in April 1999..
 GC2535
 GC2535
 GC2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2535
 GC2535.The geoid height was determined by GEOID03.
 GC2535
 GC2535;                    North         East     Units Scale Factor Converg.
 GC2535;SPC TN       -   186,513.195   505,757.769   MT  0.99995309   -0 36 43.3
 GC2535;SPC TN       -   611,918.71  1,659,306.95   sFT  0.99995309   -0 36 43.3
 GC2535;UTM  16      - 3,985,043.416   495,905.652   MT  0.99960021   -0 01 36.2
 GC2535
 GC2535                          SUPERSEDED SURVEY CONTROL
 GC2535
 GC2535  NAD 83(1995)-  36 00 35.51305(N)    087 02 43.56361(W) AD(       ) 4
 GC2535  NAD 83(1995)-  36 00 35.51061(N)    087 02 43.56517(W) AD(       ) 4
 GC2535  NAD 83(1986)-  36 00 35.51984(N)    087 02 43.56546(W) AD(       ) 4
 GC2535  NAD 27      -  36 00 35.29700(N)    087 02 43.54700(W) AD(       ) 3
 GC2535
 GC2535.Superseded values are not recommended for survey control.
 GC2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2535.See file dsdata.txt to determine how the superseded data were derived.
 GC2535
 GC2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9590685043(NAD 83)
 GC2535_MARKER: 22 = AIRWAY BEACON
 GC2535
 GC2535  HISTORY     - Date     Condition        Report By
 GC2535  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2535
 GC2535                          STATION DESCRIPTION
 GC2535
 GC2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2535'A 36-INCH BEACON ON 62-FOOT STEEL TOWER, 6.8 MILES SOUTHWEST OF
 GC2535'BELLEVIEW, ON RIDGE WITH GROUND SLOPING DOWN TOWARD THE NORTH, EAST,
 GC2535'AND SOUTH AND SLIGHTLY UP TOWARD THE NORTHWEST.  RIDGE IS COVERED
 GC2535'WITH TREES AVERAGING ABOUT 40 FEET IN HEIGHT, THE HIGHEST TREES
 GC2535'BEING ABOUT 60 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2314 ***********************************************************************
 GC2314  DESIGNATION -  AIRWAY BEACON 63
 GC2314  PID         -  GC2314
 GC2314  STATE/COUNTY-  TN/DAVIDSON
 GC2314  USGS QUAD   -  BELLEVUE (1983)
 GC2314
 GC2314                         *CURRENT SURVEY CONTROL
 GC2314  ___________________________________________________________________
 GC2314* NAD 83(1995)-  36 04 16.23048(N)    086 52 50.72159(W)     ADJUSTED  
 GC2314* NAVD 88     -                                                        
 GC2314  ___________________________________________________________________
 GC2314  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GC2314  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC2314
 GC2314  HORZ ORDER  -  THIRD
 GC2314
 GC2314.The horizontal coordinates were established by classical geodetic methods
 GC2314.and adjusted by the National Geodetic Survey in April 1999..
 GC2314
 GC2314
 GC2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2314
 GC2314.The geoid height was determined by GEOID03.
 GC2314
 GC2314;                    North         East     Units Scale Factor Converg.
 GC2314;SPC TN       -   193,169.647   520,663.698   MT  0.99995694   -0 30 56.3
 GC2314;SPC TN       -   633,757.42  1,708,210.82   sFT  0.99995694   -0 30 56.3
 GC2314;UTM  16      - 3,991,849.442   510,737.515   MT  0.99960142   +0 04 12.8
 GC2314
 GC2314                          SUPERSEDED SURVEY CONTROL
 GC2314
 GC2314  NAD 83(1995)-  36 04 16.23276(N)    086 52 50.72352(W) AD(       ) 4
 GC2314  NAD 83(1995)-  36 04 16.23357(N)    086 52 50.72351(W) AD(       ) 4
 GC2314  NAD 83(1986)-  36 04 16.24108(N)    086 52 50.72458(W) AD(       ) 4
 GC2314  NAD 27      -  36 04 16.02500(N)    086 52 50.72400(W) AD(       ) 3
 GC2314
 GC2314.Superseded values are not recommended for survey control.
 GC2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2314.See file dsdata.txt to determine how the superseded data were derived.
 GC2314
 GC2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1073891849(NAD 83)
 GC2314_MARKER: 22 = AIRWAY BEACON
 GC2314
 GC2314  HISTORY     - Date     Condition        Report By
 GC2314  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2314
 GC2314                          STATION DESCRIPTION
 GC2314
 GC2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2314'STATION IS THE CENTER OF THE ROTATING WHITE LIGHT ATOP A 4 LEGGED
 GC2314'STEEL STRUCTURE. IT IS LOCATED ABOUT 8 MILES SOUTHWEST OF THE CENTER
 GC2314'OF NASHVILLE, ON A HIGH HILL IN PERCY WARNER PARK. THE BEACON IS 75
 GC2314'FEET HIGH, AND IS PAINTED IN ALTERNATE RED AND WHITE
 GC2314'SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2227 ***********************************************************************
 GC2227  DESIGNATION -  AIRWAY BEACON 64
 GC2227  PID         -  GC2227
 GC2227  STATE/COUNTY-  TN/DAVIDSON
 GC2227  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2227
 GC2227                         *CURRENT SURVEY CONTROL
 GC2227  ___________________________________________________________________
 GC2227* NAD 83(1995)-  36 07 57.99255(N)    086 37 45.39962(W)     ADJUSTED  
 GC2227* NAVD 88     -                                                        
 GC2227  ___________________________________________________________________
 GC2227  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GC2227  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2227
 GC2227  HORZ ORDER  -  THIRD
 GC2227
 GC2227.The horizontal coordinates were established by classical geodetic methods
 GC2227.and adjusted by the National Geodetic Survey in April 1999..
 GC2227
 GC2227
 GC2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2227
 GC2227.The geoid height was determined by GEOID03.
 GC2227
 GC2227;                    North         East     Units Scale Factor Converg.
 GC2227;SPC TN       -   199,829.726   543,359.811   MT  0.99996195   -0 22 06.3
 GC2227;SPC TN       -   655,608.03  1,782,672.98   sFT  0.99996195   -0 22 06.3
 GC2227;UTM  16      - 3,998,739.016   533,356.295   MT  0.99961371   +0 13 07.0
 GC2227
 GC2227                          SUPERSEDED SURVEY CONTROL
 GC2227
 GC2227  NAD 83(1995)-  36 07 57.99436(N)    086 37 45.40203(W) AD(       ) 4
 GC2227  NAD 83(1995)-  36 07 57.99620(N)    086 37 45.39905(W) AD(       ) 4
 GC2227  NAD 83(1986)-  36 07 58.00324(N)    086 37 45.40300(W) AD(       ) 4
 GC2227  NAD 27      -  36 07 57.80100(N)    086 37 45.41100(W) AD(       ) 3
 GC2227
 GC2227.Superseded values are not recommended for survey control.
 GC2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2227.See file dsdata.txt to determine how the superseded data were derived.
 GC2227
 GC2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3335698739(NAD 83)
 GC2227_MARKER: 22 = AIRWAY BEACON
 GC2227
 GC2227  HISTORY     - Date     Condition        Report By
 GC2227  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2227
 GC2227                          STATION DESCRIPTION
 GC2227
 GC2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2227'A 36-NCH BEACON ON 51-FOOT STEEL TOWER, ABOUT 7 MILES EAST-SOUTHEAST
 GC2227'OF NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2192 ***********************************************************************
 GC2192  DESIGNATION -  AIRWAY BEACON 65
 GC2192  PID         -  GC2192
 GC2192  STATE/COUNTY-  TN/WILSON
 GC2192  USGS QUAD   -  HENDERSONVILLE (1983)
 GC2192
 GC2192                         *CURRENT SURVEY CONTROL
 GC2192  ___________________________________________________________________
 GC2192* NAD 83(1995)-  36 16 44.43364(N)    086 33 12.14982(W)     ADJUSTED  
 GC2192* NAVD 88     -                                                        
 GC2192  ___________________________________________________________________
 GC2192  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 GC2192  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2192
 GC2192  HORZ ORDER  -  THIRD
 GC2192
 GC2192.The horizontal coordinates were established by classical geodetic methods
 GC2192.and adjusted by the National Geodetic Survey in April 1999..
 GC2192
 GC2192
 GC2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2192
 GC2192.The geoid height was determined by GEOID03.
 GC2192
 GC2192;                    North         East     Units Scale Factor Converg.
 GC2192;SPC TN       -   216,014.192   550,283.352   MT  0.99997848   -0 19 26.3
 GC2192;SPC TN       -   708,706.56  1,805,387.96   sFT  0.99997848   -0 19 26.3
 GC2192;UTM  16      - 4,014,987.897   540,111.108   MT  0.99961982   +0 15 51.4
 GC2192
 GC2192                          SUPERSEDED SURVEY CONTROL
 GC2192
 GC2192  NAD 83(1995)-  36 16 44.43477(N)    086 33 12.15111(W) AD(       ) 4
 GC2192  NAD 83(1995)-  36 16 44.43992(N)    086 33 12.15214(W) AD(       ) 4
 GC2192  NAD 83(1986)-  36 16 44.44374(N)    086 33 12.15293(W) AD(       ) 4
 GC2192  NAD 27      -  36 16 44.26100(N)    086 33 12.17400(W) AD(       ) 3
 GC2192
 GC2192.Superseded values are not recommended for survey control.
 GC2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2192.See file dsdata.txt to determine how the superseded data were derived.
 GC2192
 GC2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4011114988(NAD 83)
 GC2192_MARKER: 22 = AIRWAY BEACON
 GC2192
 GC2192  HISTORY     - Date     Condition        Report By
 GC2192  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2192
 GC2192                          STATION DESCRIPTION
 GC2192
 GC2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2192'A 24-INCH BEACON ON 87-FOOT STEEL TOWER ON KNOB OVERLOOKING
 GC2192'CUMBERLAND RIVER VALLEY. TO REACH FROM COMMUNITY HOUSE AT OLD
 GC2192'HICKORY, GO EAST AND SOUTH (FOLLOWING SIGNS TO HERMITAGE) 2.9
 GC2192'MILES TO ANDREW JACKSON SCHOOL, CONTINUE EAST 3 MILES ON PAVED
 GC2192'ROAD (RABBIT LANE), TURN NORTH ONTO COUNTRY ROAD AND GO 0.65 MILE,
 GC2192'TURN NORTHWEST, GO 2.6 MILES TO TWO LETTER BOXES, TURN NORTHEAST,
 GC2192'GO 0.5 MILE TO FORKS, TURN RIGHT, GO 0.2 MILE UP BED OF STREAM, TURN
 GC2192'LEFT LEAVING STREAM, GO 0.5 MILE, TURN LEFT, PASS THROUGH GATE, AND
 GC2192'GO 0.2 MILE TO SEWELLS HOUSE, NEAR BEACON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2181 ***********************************************************************
 GC2181  DESIGNATION -  AIRWAY BEACON 66
 GC2181  PID         -  GC2181
 GC2181  STATE/COUNTY-  TN/SUMNER
 GC2181  USGS QUAD   -  GALLATIN (1983)
 GC2181
 GC2181                         *CURRENT SURVEY CONTROL
 GC2181  ___________________________________________________________________
 GC2181* NAD 83(1995)-  36 24 24.78720(N)    086 28 16.65575(W)     ADJUSTED  
 GC2181* NAVD 88     -                                                        
 GC2181  ___________________________________________________________________
 GC2181  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 GC2181  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2181
 GC2181  HORZ ORDER  -  THIRD
 GC2181
 GC2181.The horizontal coordinates were established by classical geodetic methods
 GC2181.and adjusted by the National Geodetic Survey in April 1999..
 GC2181
 GC2181
 GC2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2181
 GC2181.The geoid height was determined by GEOID03.
 GC2181
 GC2181;                    North         East     Units Scale Factor Converg.
 GC2181;SPC TN       -   230,165.059   557,726.054   MT  0.99999828   -0 16 33.3
 GC2181;SPC TN       -   755,133.20  1,829,806.23   sFT  0.99999828   -0 16 33.3
 GC2181;UTM  16      - 4,029,209.337   547,405.302   MT  0.99962769   +0 18 49.7
 GC2181
 GC2181                          SUPERSEDED SURVEY CONTROL
 GC2181
 GC2181  NAD 83(1995)-  36 24 24.78840(N)    086 28 16.65657(W) AD(       ) 4
 GC2181  NAD 83(1995)-  36 24 24.79378(N)    086 28 16.65884(W) AD(       ) 4
 GC2181  NAD 83(1986)-  36 24 24.79707(N)    086 28 16.65925(W) AD(       ) 4
 GC2181  NAD 27      -  36 24 24.63000(N)    086 28 16.68000(W) AD(       ) 3
 GC2181
 GC2181.Superseded values are not recommended for survey control.
 GC2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2181.See file dsdata.txt to determine how the superseded data were derived.
 GC2181
 GC2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4740529209(NAD 83)
 GC2181_MARKER: 22 = AIRWAY BEACON
 GC2181
 GC2181  HISTORY     - Date     Condition        Report By
 GC2181  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2181
 GC2181                          STATION DESCRIPTION
 GC2181
 GC2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2181'A 24-INCH BEACON ON 75-FOOT STEEL TOWER ABOUT 2 MILES NORTHWEST OF
 GC2181'GALLATIN.  TO REACH FROM GALLATIN, GO NORTHWEST ON ROUTE 25
 GC2181'APPROXIMATELY 1.1 MILES TO BRIDGE, CROSS BRIDGE, TURN RIGHT ONTO DIRT
 GC2181'ROAD AND GO APPROXIMATELY 1 MILE TO BEACON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2099 ***********************************************************************
 GC2099  DESIGNATION -  AIRWAY BEACON 67
 GC2099  PID         -  GC2099
 GC2099  STATE/COUNTY-  TN/SUMNER
 GC2099  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC2099
 GC2099                         *CURRENT SURVEY CONTROL
 GC2099  ___________________________________________________________________
 GC2099* NAD 83(1995)-  36 33 13.86780(N)    086 27 17.99542(W)     ADJUSTED  
 GC2099* NAVD 88     -                                                        
 GC2099  ___________________________________________________________________
 GC2099  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GC2099  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2099
 GC2099  HORZ ORDER  -  THIRD
 GC2099
 GC2099.The horizontal coordinates were established by classical geodetic methods
 GC2099.and adjusted by the National Geodetic Survey in April 1999..
 GC2099
 GC2099
 GC2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2099
 GC2099.The geoid height was determined by GEOID03.
 GC2099
 GC2099;                    North         East     Units Scale Factor Converg.
 GC2099;SPC TN       -   246,466.770   559,263.447   MT  1.00002721   -0 15 58.9
 GC2099;SPC TN       -   808,616.39  1,834,850.16   sFT  1.00002721   -0 15 58.9
 GC2099;SPC KY1Z     - 1,024,714.079 1,436,872.107   MT  1.00016869   -0 25 58.2
 GC2099;SPC KY1Z     - 3,361,916.11  4,714,137.90   sFT  1.00016869   -0 25 58.2
 GC2099;SPC KY S     -   524,707.486   436,880.378   MT  1.00003742   -0 25 39.2
 GC2099;SPC KY S     - 1,721,477.81  1,433,331.71   sFT  1.00003742   -0 25 39.2
 GC2099;UTM  16      - 4,045,519.762   548,774.129   MT  0.99962931   +0 19 28.5
 GC2099
 GC2099                          SUPERSEDED SURVEY CONTROL
 GC2099
 GC2099  NAD 83(1995)-  36 33 13.86842(N)    086 27 17.99567(W) AD(       ) 4
 GC2099  NAD 83(1995)-  36 33 13.87566(N)    086 27 17.99914(W) AD(       ) 4
 GC2099  NAD 83(1986)-  36 33 13.87722(N)    086 27 17.99915(W) AD(       ) 4
 GC2099  NAD 27      -  36 33 13.72900(N)    086 27 18.02200(W) AD(       ) 3
 GC2099
 GC2099.Superseded values are not recommended for survey control.
 GC2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2099.See file dsdata.txt to determine how the superseded data were derived.
 GC2099
 GC2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4877445520(NAD 83)
 GC2099_MARKER: 22 = AIRWAY BEACON
 GC2099
 GC2099  HISTORY     - Date     Condition        Report By
 GC2099  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2099
 GC2099                          STATION DESCRIPTION
 GC2099
 GC2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2099'A 24-INCH BEACON ON 87-FOOT STEEL TOWER, 4.95 MILES BY ROAD FROM
 GC2099'PORTLAND, AND ABOUT 3 MILES EAST OF FOUNTAIN HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1504 ***********************************************************************
 FE1504  DESIGNATION -  AIRWAYS
 FE1504  PID         -  FE1504
 FE1504  STATE/COUNTY-  TN/SHELBY
 FE1504  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1504
 FE1504                         *CURRENT SURVEY CONTROL
 FE1504  ___________________________________________________________________
 FE1504* NAD 83(1995)-  35 04 42.09018(N)    089 59 05.07271(W)     ADJUSTED  
 FE1504* NAVD 88     -        84.826  (meters)     278.30   (feet)  ADJUSTED  
 FE1504  ___________________________________________________________________
 FE1504  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FE1504  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1504  DYNAMIC HT  -          84.748 (meters)     278.04  (feet)  COMP
 FE1504  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 FE1504
 FE1504  HORZ ORDER  -  SECOND
 FE1504  VERT ORDER  -  SECOND    CLASS 0
 FE1504
 FE1504.The horizontal coordinates were established by classical geodetic methods
 FE1504.and adjusted by the National Geodetic Survey in April 1999..
 FE1504
 FE1504.The orthometric height was determined by differential leveling
 FE1504.and adjusted by the National Geodetic Survey in June 1991..
 FE1504
 FE1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1504
 FE1504.The geoid height was determined by GEOID03.
 FE1504
 FE1504.The dynamic height is computed by dividing the NAVD 88
 FE1504.geopotential number by the normal gravity value computed on the
 FE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1504.degrees latitude (g = 980.6199 gals.).
 FE1504
 FE1504.The modeled gravity was interpolated from observed gravity values.
 FE1504
 FE1504;                    North         East     Units Scale Factor Converg.
 FE1504;SPC TN       -    90,059.192   236,675.056   MT  1.00003472   -2 19 58.2
 FE1504;SPC TN       -   295,469.20    776,491.41   sFT  1.00003472   -2 19 58.2
 FE1504;UTM  16      - 3,885,808.678   227,855.095   MT  1.00051288   -1 42 58.9
 FE1504;UTM  15      - 3,885,892.505   774,928.111   MT  1.00053165   +1 44 02.2
 FE1504
 FE1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1504!SPC TN       -   0.99999098  x   1.00003472  =   1.00002570
 FE1504!UTM  16      -   0.99999098  x   1.00051288  =   1.00050385
 FE1504!UTM  15      -   0.99999098  x   1.00053165  =   1.00052262
 FE1504
 FE1504:                Primary Azimuth Mark                     Grid Az
 FE1504:SPC TN       -  LAMAR                                    084 36 50.8
 FE1504:UTM  16      -  LAMAR                                    083 59 51.5
 FE1504:UTM  15      -  LAMAR                                    080 32 50.4
 FE1504
 FE1504|---------------------------------------------------------------------|
 FE1504| PID    Reference Object                     Distance      Geod. Az  |
 FE1504|                                                           dddmmss.s |
 FE1504| FE1500 LAMAR                               APPROX. 2.4 KM 0821652.6 |
 FE1504| FE1505 AIRWAYS RM 1                         25.040 METERS 09318     |
 FE1504| FE1506 AIRWAYS RM 2                         27.544 METERS 22340     |
 FE1504|---------------------------------------------------------------------|
 FE1504
 FE1504                          SUPERSEDED SURVEY CONTROL
 FE1504
 FE1504  NAD 83(1995)-  35 04 42.09197(N)    089 59 05.07225(W) AD(       ) 2
 FE1504  NAD 83(1995)-  35 04 42.09525(N)    089 59 05.07294(W) AD(       ) 2
 FE1504  NAD 83(1986)-  35 04 42.10016(N)    089 59 05.07365(W) AD(       ) 2
 FE1504  NAD 27      -  35 04 41.77460(N)    089 59 04.75120(W) AD(       ) 2
 FE1504  NGVD 29 (??/??/??)   84.794  (m)          278.19   (f) ADJUSTED    2 0
 FE1504
 FE1504.Superseded values are not recommended for survey control.
 FE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1504.See file dsdata.txt to determine how the superseded data were derived.
 FE1504
 FE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2785585809(NAD 83)
 FE1504_MARKER: DE = TRAVERSE STATION DISK
 FE1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1504_STAMPING: AIRWAYS 1959
 FE1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1504+STABILITY: SURFACE MOTION
 FE1504
 FE1504  HISTORY     - Date     Condition        Report By
 FE1504  HISTORY     - 1959     MONUMENTED       CGS
 FE1504  HISTORY     - 1959     GOOD             CGS
 FE1504  HISTORY     - 1962     GOOD             CGS
 FE1504  HISTORY     - 1971     GOOD             NGS
 FE1504  HISTORY     - 1975     GOOD             NGS
 FE1504  HISTORY     - 1975     GOOD             NGS
 FE1504  HISTORY     - 1982     SEE DESCRIPTION  NGS
 FE1504  HISTORY     - 20021016 MARK NOT FOUND   USACE
 FE1504
 FE1504                          STATION DESCRIPTION
 FE1504
 FE1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1504'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF THE DOWNTOWN
 FE1504'SECTION OF MEMPHIS, 0.7 MILE NORTH OF THE NORTHWEST CORNER OF THE
 FE1504'MEMPHIS MUNICIPAL AIRPORT, 0.05 MILE SOUTH OF KETCHUM ROAD, AND 87
 FE1504'FEET EAST OF AIRWAYS ROAD.
 FE1504'
 FE1504'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED AIRWAYS
 FE1504'1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FE1504'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 87 FEET EAST OF THE CENTER
 FE1504'OF AIRWAYS ROAD, 30 FEET NORTH OF THE NORTH ENTRANCE OF A
 FE1504'PRIVATE DRIVEWAY, AND 5 FEET EAST OF A WITNESS SIGN.
 FE1504'
 FE1504'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FE1504'STAMPED AIRWAYS 1959 AND IS SET ABOUT 30 INCHES BELOW THE SURFACE
 FE1504'OF THE GROUND.
 FE1504'
 FE1504'REFERENCE MARK 1, A STANDARD DISK STAMPED AIRWAYS NO 1 1959, IS SET
 FE1504'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 FE1504'INCH ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION
 FE1504'MARK.  IT IS 24 FEET SOUTH OF AN EAST- WEST FENCE LINE, AND 33 FEET
 FE1504'SOUTHWEST OF A BRICK BUILDING.
 FE1504'
 FE1504'REFERENCE MARK 2, A STANDARD DISK STAMPED AIRWAYS NO 2 1959, IS SET
 FE1504'IN A DRILL HOLE IN A NORTH-SOUTH CONCRETE WALK AND IS ABOUT 5 FEET
 FE1504'LOWER THAN THE STATION MARK.  IT IS 42 FEET EAST OF THE CENTER OF
 FE1504'AIRWAYS ROAD, 30 FEET NORTHEAST OF A POWER LINE POLE, AND 18 INCHES
 FE1504'EAST OF THE WEST EDGE OF THE CONCRETE WALK.
 FE1504'
 FE1504'FOR INFORMATION REGARDING AIRWAYS AZIMUTH MARK SEE DESCRIPTION
 FE1504'THEREOF.
 FE1504
 FE1504                          STATION RECOVERY (1959)
 FE1504
 FE1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1504'IN MEMPHIS.
 FE1504'THE MARK IS NOW LOCATED AT THE WEST EDGE OF THE LEVEL TOP OF THE
 FE1504'BANK WITHIN THE RIGHT-OF-WAY AND NORTHEAST OF THE NORTHBOUND AIRWAYS
 FE1504'BOULEVARD OFF-RAMP OF I-40, 120.9 FEET SOUTH OF UTILITY POLE "99-70/
 FE1504'47191", 72.2 FEET NORTHEAST OF A LIGHT STANDARD, 43.3 FEET EAST OF
 FE1504'TH EAST EDGE OF A SIDEWALK, 33.0 FEET NORTH OF A CULVERT, 17.4 FEET
 FE1504'SOUTH OF A BEND IN THE FENCE LINE, AND 9.7 FEET SOUTHWEST OF THE
 FE1504'FENCE.  A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE1504
 FE1504                          STATION RECOVERY (1962)
 FE1504
 FE1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE1504'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 FE1504'THE TENNESSEE QUAD 350893 STATION 1013.  REFERENCE MARK 1 WAS NOT
 FE1504'RECOVERED.  REFERENCE MARK 2 HAS BEEN DESTROYED DURING CONSTRUCTION
 FE1504'OF THE NEW HIGHWAY AND THE SIDEWALK HAS BEEN REMOVED.  STATION
 FE1504'MARK AND AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 FE1504
 FE1504                          STATION RECOVERY (1971)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FE1504'THE STATION MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION AS
 FE1504'DESCRIBED.  THE R.M. NO. 2 WAS SEARCHED FOR, BUT COULD NOT BE
 FE1504'RECOVERED.  THE AZIMUTH MARK WAS DESTROYED OR BURIED.
 FE1504'
 FE1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 FE1504'SOUTHEAST OF DOWNTOWN MEMPHIS.
 FE1504
 FE1504                          STATION RECOVERY (1975)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FE1504'RECOVERED IN GOOD CONDITION.  THE STATION IS NOW LOCATED AT THE WEST
 FE1504'EDGE OF THE LEVEL TOP OF THE BANK WITHIN THE RIGHT-OF-WAY AND
 FE1504'NORTHEAST OF THE NORTHBOUND AIRWAYS BOULEVARD OFF-RAMP OF I-40,
 FE1504'120.9 FEET SOUTH OF UTILITY POLE 99-70 ( 47191, 72.2 FEET
 FE1504'NORTHEAST OF A LIGHT STANDARD, 43.3 FEET EAST OF THE EAST EDGE OF
 FE1504'A SIDEWALK, 33.0 FEET NORTH OF A CULVERT, 17.4 FEET SOUTH OF A
 FE1504'BEND IN THE FENCE LINE, AND 9.7 FEET SOUTHWEST OF THE FENCE.
 FE1504'
 FE1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS.
 FE1504
 FE1504                          STATION RECOVERY (1975)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE1504'RECOVERED IN GOOD CONDITION.
 FE1504
 FE1504                          STATION RECOVERY (1982)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FE1504'STATION RECOVERED AS DESCRIBED.  RM 1 WAS NOT SEARCHED FOR.  RM 2
 FE1504'COULD NOT BE FOUND.  THE AZIMUTH MARK APPEARS TO HAVE BEEN
 FE1504'DESTROYED BY THE CONSTRUCTION OF A BRIDGE OVERPASS.
 FE1504'
 FE1504'THE STATION IS IN DANGER OF BEING DESTROYED BY EROSION OF THE
 FE1504'GROUND AROUND THE STATION.
 FE1504'
 FE1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 FE1504'SOUTHEAST OF MEMPHIS.
 FE1504
 FE1504                          STATION RECOVERY (2002)
 FE1504
 FE1504'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2408 ***********************************************************************
 FE2408  DESIGNATION -  ALAMO
 FE2408  PID         -  FE2408
 FE2408  STATE/COUNTY-  TN/CROCKETT
 FE2408  USGS QUAD   -  ALAMO (1964)
 FE2408
 FE2408                         *CURRENT SURVEY CONTROL
 FE2408  ___________________________________________________________________
 FE2408* NAD 83(1995)-  35 46 45.22931(N)    089 06 50.86081(W)     ADJUSTED  
 FE2408* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2408  ___________________________________________________________________
 FE2408  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2408  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2408
 FE2408  HORZ ORDER  -  SECOND
 FE2408
 FE2408.The horizontal coordinates were established by classical geodetic methods
 FE2408.and adjusted by the National Geodetic Survey in April 1999..
 FE2408
 FE2408.The orthometric height was scaled from a topographic map.
 FE2408
 FE2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2408
 FE2408.The geoid height was determined by GEOID03.
 FE2408
 FE2408;                    North         East     Units Scale Factor Converg.
 FE2408;SPC TN       -   164,899.752   318,500.144   MT  0.99994886   -1 49 23.3
 FE2408;SPC TN       -   541,008.60  1,044,945.89   sFT  0.99994886   -1 49 23.3
 FE2408;UTM  16      - 3,961,524.028   308,915.178   MT  1.00004995   -1 14 11.1
 FE2408
 FE2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2408!SPC TN       -   0.99998573  x   0.99994886  =   0.99993460
 FE2408!UTM  16      -   0.99998573  x   1.00004995  =   1.00003568
 FE2408
 FE2408:                Primary Azimuth Mark                     Grid Az
 FE2408:SPC TN       -  ALAMO AZ MK                              016 36 33.1
 FE2408:UTM  16      -  ALAMO AZ MK                              016 01 20.9
 FE2408
 FE2408|---------------------------------------------------------------------|
 FE2408| PID    Reference Object                     Distance      Geod. Az  |
 FE2408|                                                           dddmmss.s |
 FE2408| CG3102 ALAMO AZ MK                                        0144709.8 |
 FE2408| CG3106 ALAMO RM 3                           24.411 METERS 13946     |
 FE2408| CG3103 ALAMO AZ MK 2                                      1865542.4 |
 FE2408| FE2409 ALAMO 2                               3.446 METERS 18943     |
 FE2408| CG3104 ALAMO RM 1                           26.033 METERS 26418     |
 FE2408| FE2407 ALAMO MUNICIPAL TANK                203.073 METERS 34805     |
 FE2408| CG3105 ALAMO RM 2                           26.598 METERS 34950     |
 FE2408|---------------------------------------------------------------------|
 FE2408
 FE2408                          SUPERSEDED SURVEY CONTROL
 FE2408
 FE2408  NAD 83(1995)-  35 46 45.23404(N)    089 06 50.86354(W) AD(       ) 2
 FE2408  NAD 83(1986)-  35 46 45.24063(N)    089 06 50.86140(W) AD(       ) 2
 FE2408  NAD 27      -  35 46 44.97750(N)    089 06 50.62350(W) AD(       ) 2
 FE2408
 FE2408.Superseded values are not recommended for survey control.
 FE2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2408.See file dsdata.txt to determine how the superseded data were derived.
 FE2408
 FE2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0891561524(NAD 83)
 FE2408_MARKER: DS = TRIANGULATION STATION DISK
 FE2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2408
 FE2408  HISTORY     - Date     Condition        Report By
 FE2408  HISTORY     - 1958     MONUMENTED       CGS
 FE2408  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE2408
 FE2408                          STATION DESCRIPTION
 FE2408
 FE2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2408'THE STATION IS IN THE SOUTHEASTERN SECTION OF ALAMO. IT IS 28 FEET
 FE2408'SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 10 FEET NORTH
 FE2408'OF A WHITE WITNESS POST, 9 FEET NORTH OF A POWERLINE POLE AND 34 FEET
 FE2408'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORSET FACTORY. THE
 FE2408'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ALAMO 1958.
 FE2408'
 FE2408'TO REACH THE STATION FROM THE EASTERN SIDE OF THE COURTHOUSE IN
 FE2408'ALAMO, GO EAST 1 BLOCK TO MILL STREET. TURN RIGHT, SOUTH AND GO
 FE2408'0.4 MILE TO THE SOUTH EDGE OF THE CORSET FACTORY.  TURN LEFT IN
 FE2408'DRIVEWAY ALONG THE SOUTH SIDE OF THE FACTORY FOR 0.05 MILE TO
 FE2408'THE STATION ON THE RIGHT.
 FE2408'
 FE2408'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.05 MILE TO
 FE2408'MILL STREET. TURN RIGHT ON MILL STREET AND GO 0.25 MILE TO GIN
 FE2408'STREET. TURN RIGHT, EAST, ON GIN STREET FOR 0.1 MILE TO CHERRY
 FE2408'STREET. TURN RIGHT, SOUTH ON CHERRY STREET FOR 0.05 MILE
 FE2408'TO THE MARK ON THE LEFT.
 FE2408'
 FE2408'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE, 52 FEET SOUTH OF THE
 FE2408'SOUTH SIDE OF THE FACTORY, 18 FEET EAST OF A POWERLINE
 FE2408'POLE, 18 FEET EAST OF A FENCE CORNER AND 84 FEET WEST OF A WHITE
 FE2408'WITNESS POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2408'STAMPED ALAMO NO 1 1958.
 FE2408'
 FE2408'REFERENCE MARK 2 IS 1 FOOT EAST OF THE EAST SIDE OF THE FACTORY AND
 FE2408'56 FEET NORTH OF THE SOUTHEAST CORNER OF THE FACTORY. THE
 FE2408'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ALAMO NO 2 1958.
 FE2408'
 FE2408'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A POWERLINE POLE, 16 FEET
 FE2408'EAST OF THE CENTERLINE OF CHERRY STREET AND 44 FEET NORTHWEST
 FE2408'OF THE NORTHWEST CORNER OF A FRAME HOUSE. IT IS ON THE PROPERTY OF
 FE2408'MR. WILLIAM THOMAS EVANS. THE MONUMENT IS FLUSH AND THE DISK
 FE2408'IS STAMPED ALAMO 1958.
 FE2408'
 FE2408'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2408
 FE2408                          STATION RECOVERY (1959)
 FE2408
 FE2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2408'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 FE2408'GOOD CONDITION. THE SURFACE STATION MARK DISK WAS FOUND
 FE2408'DESTROYED AND THE UNDERGROUND MARK WAS USED. THE AZIMUTH MARK IS NOT
 FE2408'V.G. BECAUSE OF A BUILDING BEING BUILT ON LINE. REFERENCE
 FE2408'MARK 2 IS UNDERNEATH THE BUILDING AND IS LOST. A NEW STATION ALAMO 2
 FE2408'1959, A NEW R.M. 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 FE2408'THE OLD UNDERGROUND MARK WAS LEFT IN PLACE.
 FE2408'
 FE2408'REFERENCE MARK 3 IS 54 FEET SOUTH OF A WIRE FENCE, 33 FEET NORTH OF A
 FE2408'WIRE FENCE AND IS SET IN A BOARD FENCE LINE.  THE MONUMENT IS
 FE2408'FLUSH AND THE DISK IS STAMPED ALAMO NO 3 1958.
 FE2408'
 FE2408'ALAMO 2 1959 IS 6 INCHES SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF A
 FE2408'WHITE WITNESS POST, 3 FEET SOUTHWEST OF A POWER POLE AND 105
 FE2408'FEET EAST OF A FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2408'STAMPED ALAMO 2 1959.
 FE2408'
 FE2408'THE AZIMUTH MARK IS 2 FEET NORTH OF A WHITE WITNESS POST, 6 INCHES
 FE2408'EAST OF A WIRE FENCE, 29 FEET WEST OF THE CENTERLINE OF
 FE2408'STATE HIGHWAY 88 AND 17 FEET SOUTH OF A TELEPHONE POLE. THE MONUMENT
 FE2408'IS FLUSH AND THE DISK IS STAMPED ALAMO NO 2 1958.
 FE2408'
 FE2408'TO REACH THE AZIMUTH MARK FROM THE SOUTHWEST CORNER OF THE SOUTHERN
 FE2408'FOUNDATIONS FACTORY, GO WEST ON A PAVED STREET FOR 0.1
 FE2408'MILE TO A T-ROAD. TURN LEFT AND GO SOUTH AND SOUTHEAST FOR 0.5 MILE
 FE2408'TO THE AZIMUTH ON THE RIGHT.
 FE2408'
 FE2408'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2409 ***********************************************************************
 FE2409  DESIGNATION -  ALAMO 2
 FE2409  PID         -  FE2409
 FE2409  STATE/COUNTY-  TN/CROCKETT
 FE2409  USGS QUAD   -  ALAMO (1964)
 FE2409
 FE2409                         *CURRENT SURVEY CONTROL
 FE2409  ___________________________________________________________________
 FE2409* NAD 83(1995)-  35 46 45.11910(N)    089 06 50.88396(W)     ADJUSTED  
 FE2409* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2409  ___________________________________________________________________
 FE2409  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2409  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2409
 FE2409  HORZ ORDER  -  SECOND
 FE2409
 FE2409.The horizontal coordinates were established by classical geodetic methods
 FE2409.and adjusted by the National Geodetic Survey in April 1999..
 FE2409
 FE2409.The orthometric height was scaled from a topographic map.
 FE2409
 FE2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2409
 FE2409.The geoid height was determined by GEOID03.
 FE2409
 FE2409;                    North         East     Units Scale Factor Converg.
 FE2409;SPC TN       -   164,896.375   318,499.455   MT  0.99994886   -1 49 23.3
 FE2409;SPC TN       -   540,997.52  1,044,943.63   sFT  0.99994886   -1 49 23.3
 FE2409;UTM  16      - 3,961,520.644   308,914.523   MT  1.00004996   -1 14 11.2
 FE2409
 FE2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2409!SPC TN       -   0.99998573  x   0.99994886  =   0.99993460
 FE2409!UTM  16      -   0.99998573  x   1.00004996  =   1.00003569
 FE2409
 FE2409                          SUPERSEDED SURVEY CONTROL
 FE2409
 FE2409  NAD 83(1995)-  35 46 45.12384(N)    089 06 50.88669(W) AD(       ) 2
 FE2409  NAD 83(1986)-  35 46 45.13042(N)    089 06 50.88455(W) AD(       ) 2
 FE2409  NAD 27      -  35 46 44.86730(N)    089 06 50.64660(W) AD(       ) 2
 FE2409
 FE2409.Superseded values are not recommended for survey control.
 FE2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2409.See file dsdata.txt to determine how the superseded data were derived.
 FE2409
 FE2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0891561521(NAD 83)
 FE2409_MARKER: DS = TRIANGULATION STATION DISK
 FE2409_SETTING: 0 = UNSPECIFIED SETTING
 FE2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2409
 FE2409  HISTORY     - Date     Condition        Report By
 FE2409  HISTORY     - 1959     MONUMENTED       CGS
 FE2409
 FE2409                          STATION DESCRIPTION
 FE2409
 FE2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2409'THE STATION IS IN THE SOUTHEASTERN SECTION OF ALAMO AND IS AT THE
 FE2409'SOUTH SIDE OF THE SOUTHERN FOUNDATIONS COMPANY FACTORY. IT IS
 FE2409'6 INCHES SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF A WHITE WITNESS POST,
 FE2409'3 FEET SOUTHWEST OF A POWER POLE AND 105 FEET EAST OF A FENCE
 FE2409'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ALAMO 2 1959.
 FE2409'
 FE2409'A TRAVERSE CONNECTION WAS MADE FROM ALAMO 1958 TO ALAMO 2 1959.  THE
 FE2409'DISTANCE IS (11.31) FEET, 3.4459 METERS.
 FE2409'
 FE2409'TO REACH THE STATION FROM THE EASTERN SIDE OF THE COURTHOUSE IN
 FE2409'ALAMO, GO EAST 1 BLOCK TO MILL STREET. TURN RIGHT AND GO SOUTH
 FE2409'ON MILL STREET FOR 0.4 MILE TO THE SOUTHERN FOUNDATIONS FACTORY ON
 FE2409'THE LEFT. TURN LEFT AND GO EAST ON THE DRIVEWAY AT THE SOUTH
 FE2409'SIDE OF THE FACTORY FOR 0.05 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2407 ***********************************************************************
 FE2407  DESIGNATION -  ALAMO MUNICIPAL TANK
 FE2407  PID         -  FE2407
 FE2407  STATE/COUNTY-  TN/CROCKETT
 FE2407  USGS QUAD   -  ALAMO (1964)
 FE2407
 FE2407                         *CURRENT SURVEY CONTROL
 FE2407  ___________________________________________________________________
 FE2407* NAD 83(1995)-  35 46 51.67612(N)    089 06 52.53065(W)     ADJUSTED  
 FE2407* NAVD 88     -                                                        
 FE2407  ___________________________________________________________________
 FE2407  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2407  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2407
 FE2407  HORZ ORDER  -  THIRD
 FE2407
 FE2407.The horizontal coordinates were established by classical geodetic methods
 FE2407.and adjusted by the National Geodetic Survey in April 1999..
 FE2407
 FE2407
 FE2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2407
 FE2407.The geoid height was determined by GEOID03.
 FE2407
 FE2407;                    North         East     Units Scale Factor Converg.
 FE2407;SPC TN       -   165,099.671   318,464.552   MT  0.99994883   -1 49 24.3
 FE2407;SPC TN       -   541,664.50  1,044,829.12   sFT  0.99994883   -1 49 24.3
 FE2407;UTM  16      - 3,961,723.592   308,877.536   MT  1.00005013   -1 14 12.3
 FE2407
 FE2407                          SUPERSEDED SURVEY CONTROL
 FE2407
 FE2407  NAD 83(1995)-  35 46 51.68070(N)    089 06 52.53328(W) AD(       ) 4
 FE2407  NAD 83(1986)-  35 46 51.68749(N)    089 06 52.53122(W) AD(       ) 4
 FE2407  NAD 27      -  35 46 51.42200(N)    089 06 52.29200(W) AD(       ) 3
 FE2407
 FE2407.Superseded values are not recommended for survey control.
 FE2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2407.See file dsdata.txt to determine how the superseded data were derived.
 FE2407
 FE2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0887861724(NAD 83)
 FE2407_MARKER: 53 = ELEVATED TANK
 FE2407
 FE2407  HISTORY     - Date     Condition        Report By
 FE2407  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2407  HISTORY     - 1959     GOOD             CGS
 FE2407  HISTORY     - 20050301 GOOD             GEOCAC
 FE2407
 FE2407                          STATION DESCRIPTION
 FE2407
 FE2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2407'THE STATION IS THE FINIAL ON THE TANK.  THE TANK IS LOCATED IN THE
 FE2407'SOUTHEAST SECTION OF ALAMO.  IT IS A SILVER COLORED TANK SUPPORTED
 FE2407'BY A FOUR LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 120 FEET.
 FE2407
 FE2407                          STATION RECOVERY (1959)
 FE2407
 FE2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2407'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 FE2407
 FE2407                          STATION RECOVERY (2005)
 FE2407
 FE2407'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FE2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2321 ***********************************************************************
 FE2321  DESIGNATION -  ALEXANDER
 FE2321  PID         -  FE2321
 FE2321  STATE/COUNTY-  TN/MADISON
 FE2321  USGS QUAD   -  JACKSON NORTH (1983)
 FE2321
 FE2321                         *CURRENT SURVEY CONTROL
 FE2321  ___________________________________________________________________
 FE2321* NAD 83(1995)-  35 37 46.56963(N)    088 49 03.32428(W)     ADJUSTED  
 FE2321* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2321  ___________________________________________________________________
 FE2321  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2321  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2321
 FE2321  HORZ ORDER  -  FIRST
 FE2321
 FE2321.The horizontal coordinates were established by classical geodetic methods
 FE2321.and adjusted by the National Geodetic Survey in April 1999..
 FE2321
 FE2321.The orthometric height was scaled from a topographic map.
 FE2321
 FE2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2321
 FE2321.The geoid height was determined by GEOID03.
 FE2321
 FE2321;                    North         East     Units Scale Factor Converg.
 FE2321;SPC TN       -   147,493.379   344,819.858   MT  0.99995473   -1 38 58.3
 FE2321;SPC TN       -   483,901.19  1,131,296.48   sFT  0.99995473   -1 38 58.3
 FE2321;UTM  16      - 3,944,388.322   335,413.382   MT  0.99993382   -1 03 32.6
 FE2321
 FE2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2321!SPC TN       -   0.99998262  x   0.99995473  =   0.99993735
 FE2321!UTM  16      -   0.99998262  x   0.99993382  =   0.99991644
 FE2321
 FE2321:                Primary Azimuth Mark                     Grid Az
 FE2321:SPC TN       -  LANE                                     101 48 00.1
 FE2321:UTM  16      -  LANE                                     101 12 34.4
 FE2321
 FE2321|---------------------------------------------------------------------|
 FE2321| PID    Reference Object                     Distance      Geod. Az  |
 FE2321|                                                           dddmmss.s |
 FE2321| FE2342 LANE                                APPROX. 1.2 KM 1000901.8 |
 FE2321| CG3109 ALEXANDER RM 1                       24.872 METERS 16231     |
 FE2321| FE2322 ALEXANDER AZ MK                     164.053 METERS 21820     |
 FE2321| CG3110 ALEXANDER RM 2                       25.515 METERS 23923     |
 FE2321| FE2325 HIGHLAND NORTH BASE                 103.863 METERS 27104     |
 FE2321| FE2326 HIGHLAND NORTH BASE AZ MK           134.637 METERS 30618     |
 FE2321|---------------------------------------------------------------------|
 FE2321
 FE2321                          SUPERSEDED SURVEY CONTROL
 FE2321
 FE2321  NAD 83(1995)-  35 37 46.57455(N)    088 49 03.32915(W) AD(       ) 1
 FE2321  NAD 83(1986)-  35 37 46.58112(N)    088 49 03.32515(W) AD(       ) 1
 FE2321  NAD 27      -  35 37 46.32700(N)    088 49 03.12000(W) AD(       ) 1
 FE2321
 FE2321.Superseded values are not recommended for survey control.
 FE2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2321.See file dsdata.txt to determine how the superseded data were derived.
 FE2321
 FE2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3541344388(NAD 83)
 FE2321_MARKER: DS = TRIANGULATION STATION DISK
 FE2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2321
 FE2321  HISTORY     - Date     Condition        Report By
 FE2321  HISTORY     - 1951     MONUMENTED       CGS
 FE2321
 FE2321                          STATION DESCRIPTION
 FE2321
 FE2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2321'STATION IS LOCATED ON THE FRONT LAWN OF THE ALEXANDER SCHOOL ON
 FE2321'HIGHLAND AVE. IN THE CITY OF JACKSON. IT IS 98 FEET SOUTHWEST OF
 FE2321'THE NORTHWEST CORNER OF THE SCHOOL, 82 FEET NORTHWEST OF THE
 FE2321'SOUTHWEST CORNER OF THE SCHOOL, 51 FEET NORTHWEST OF THE FRONT
 FE2321'ENTRANCE OF THE SCHOOL AND 38 FEET NORTH OF THE NORTH EDGE OF THE
 FE2321'SIDEWALK. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FE2321'STAMPED ALEXANDER 1951.
 FE2321'
 FE2321'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE TOP CONCRETE STEP
 FE2321'AT THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND THE DISK IS
 FE2321'STAMPED ALEXANDER NO 1 1951.
 FE2321'
 FE2321'REFERENCE MARK NO. 2 IS IN THE SIDEWALK LEADING TO THE SCHOOL AND 99
 FE2321'FEET WEST OF THE FRONT ENTRANCE. THE DISK IS SET IN THE SIDEWALK
 FE2321'AND STAMPED ALEXANDER NO 2 1951.
 FE2321'
 FE2321'AZIMUTH MARK IS IN THE SIDEWALK ON THE EAST SIDE OF HIGHLAND AVE. IT
 FE2321'IS 105 FEET SOUTH OF THE CENTER OF WOODROW AVE., 22 FEET EAST OF
 FE2321'THE CENTER OF HIGHLAND AVE., 10 FEET NORTH OF A POWER POLE AND 0.5
 FE2321'FEET EAST OF THE WEST EDGE OF THE SIDEWALK. THE DISK IS SET IN A
 FE2321'DRILL HOLE IN THE SIDEWALK AND IS STAMPED ALEXANDER 1951.
 FE2321'
 FE2321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2322 ***********************************************************************
 FE2322  DESIGNATION -  ALEXANDER AZ MK
 FE2322  PID         -  FE2322
 FE2322  STATE/COUNTY-  TN/MADISON
 FE2322  USGS QUAD   -  JACKSON NORTH (1983)
 FE2322
 FE2322                         *CURRENT SURVEY CONTROL
 FE2322  ___________________________________________________________________
 FE2322* NAD 83(1995)-  35 37 42.39404(N)    088 49 07.36776(W)     ADJUSTED  
 FE2322* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2322  ___________________________________________________________________
 FE2322  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2322  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2322
 FE2322  HORZ ORDER  -  SECOND
 FE2322
 FE2322.The horizontal coordinates were established by classical geodetic methods
 FE2322.and adjusted by the National Geodetic Survey in April 1999..
 FE2322
 FE2322.The orthometric height was scaled from a topographic map.
 FE2322
 FE2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2322
 FE2322.The geoid height was determined by GEOID03.
 FE2322
 FE2322;                    North         East     Units Scale Factor Converg.
 FE2322;SPC TN       -   147,367.675   344,714.457   MT  0.99995481   -1 39 00.7
 FE2322;SPC TN       -   483,488.78  1,130,950.68   sFT  0.99995481   -1 39 00.7
 FE2322;UTM  16      - 3,944,261.541   335,309.284   MT  0.99993424   -1 03 34.9
 FE2322
 FE2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2322!SPC TN       -   0.99998356  x   0.99995481  =   0.99993837
 FE2322!UTM  16      -   0.99998356  x   0.99993424  =   0.99991780
 FE2322
 FE2322                          SUPERSEDED SURVEY CONTROL
 FE2322
 FE2322  NAD 83(1995)-  35 37 42.39896(N)    088 49 07.37263(W) AD(       ) 2
 FE2322  NAD 83(1986)-  35 37 42.40543(N)    088 49 07.36872(W) AD(       ) 2
 FE2322  NAD 27      -  35 37 42.15200(N)    088 49 07.16300(W) AD(       ) 2
 FE2322
 FE2322.Superseded values are not recommended for survey control.
 FE2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2322.See file dsdata.txt to determine how the superseded data were derived.
 FE2322
 FE2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3530944262(NAD 83)
 FE2322_MARKER: DZ = AZIMUTH MARK DISK
 FE2322_SETTING: 0 = UNSPECIFIED SETTING
 FE2322_STAMPING: ALEXANDER 1951
 FE2322_MARK LOGO: CGS   
 FE2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2322
 FE2322  HISTORY     - Date     Condition        Report By
 FE2322  HISTORY     - 1951     MONUMENTED       CGS
 FE2322
 FE2322                          STATION DESCRIPTION
 FE2322
 FE2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2322'STATION IS LOCATED IN THE SIDEWALK ON THE EAST SIDE OF HIGHLAND AVE.
 FE2322'105 FEET SOUTH OF THE CENTER OF WOODROW AVE. IN THE CITY OF
 FE2322'JACKSON. IT IS 22 FEET EAST OF THE CENTER OF HIGHLAND AVE., 10 FEET
 FE2322'NORTH OF A POWER POLE AND 0.5 FEET EAST OF THE WEST EDGE OF THE
 FE2322'SIDEWALK. THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND IS
 FE2322'STAMPED ALEXANDER 1951.
 FE2322'
 FE2322'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1101 ***********************************************************************
 GA1101  DESIGNATION -  ALLEN
 GA1101  PID         -  GA1101
 GA1101  STATE/COUNTY-  TN/HAWKINS
 GA1101  USGS QUAD   -  BUREM (1976)
 GA1101
 GA1101                         *CURRENT SURVEY CONTROL
 GA1101  ___________________________________________________________________
 GA1101* NAD 83(1995)-  36 26 13.49365(N)    082 58 04.44892(W)     ADJUSTED  
 GA1101* NAVD 88     -       403.631  (meters)    1324.25   (feet)  ADJUSTED  
 GA1101  ___________________________________________________________________
 GA1101  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GA1101  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1101  DYNAMIC HT  -         403.264 (meters)    1323.04  (feet)  COMP
 GA1101  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA1101
 GA1101  HORZ ORDER  -  SECOND
 GA1101  VERT ORDER  -  SECOND    CLASS 0
 GA1101
 GA1101.The horizontal coordinates were established by classical geodetic methods
 GA1101.and adjusted by the National Geodetic Survey in April 1999..
 GA1101
 GA1101.The orthometric height was determined by differential leveling
 GA1101.and adjusted by the National Geodetic Survey in June 1991..
 GA1101
 GA1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1101
 GA1101.The geoid height was determined by GEOID03.
 GA1101
 GA1101.The dynamic height is computed by dividing the NAVD 88
 GA1101.geopotential number by the normal gravity value computed on the
 GA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1101.degrees latitude (g = 980.6199 gals.).
 GA1101
 GA1101.The modeled gravity was interpolated from observed gravity values.
 GA1101
 GA1101;                    North         East     Units Scale Factor Converg.
 GA1101;SPC TN       -   237,625.185   871,826.079   MT  1.00000368   +1 46 30.4
 GA1101;SPC TN       -   779,608.63  2,860,316.06   sFT  1.00000368   +1 46 30.4
 GA1101;UTM  17      - 4,034,228.508   323,611.191   MT  0.99998334   -1 10 08.8
 GA1101
 GA1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1101!SPC TN       -   0.99994157  x   1.00000368  =   0.99994525
 GA1101!UTM  17      -   0.99994157  x   0.99998334  =   0.99992491
 GA1101
 GA1101|---------------------------------------------------------------------|
 GA1101| PID    Reference Object                     Distance      Geod. Az  |
 GA1101|                                                           dddmmss.s |
 GA1101| GA1099 ALLEN RM 1                           24.470 METERS 05617     |
 GA1101| GA1102 ALLEN AZ MK                                        3362053.7 |
 GA1101| GA1100 ALLEN RM 2                           28.380 METERS 33811     |
 GA1101|---------------------------------------------------------------------|
 GA1101
 GA1101                          SUPERSEDED SURVEY CONTROL
 GA1101
 GA1101  NAD 83(1995)-  36 26 13.49715(N)    082 58 04.45185(W) AD(       ) 2
 GA1101  NAD 83(1995)-  36 26 13.50820(N)    082 58 04.45942(W) AD(       ) 2
 GA1101  NAD 83(1995)-  36 26 13.50073(N)    082 58 04.45429(W) AD(       ) 2
 GA1101  NAD 83(1986)-  36 26 13.50323(N)    082 58 04.45308(W) AD(       ) 2
 GA1101  NAD 27      -  36 26 13.15994(N)    082 58 04.85931(W) AD(       ) 2
 GA1101  NGVD 29 (??/??/92)  403.772  (m)         1324.71   (f) ADJ UNCH    2 0
 GA1101
 GA1101.Superseded values are not recommended for survey control.
 GA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1101.See file dsdata.txt to determine how the superseded data were derived.
 GA1101
 GA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2361134229(NAD 83)
 GA1101_MARKER: DD = SURVEY DISK
 GA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1101_STAMPING: ALLEN 1963
 GA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1101+STABILITY: SURFACE MOTION
 GA1101
 GA1101  HISTORY     - Date     Condition        Report By
 GA1101  HISTORY     - 1963     MONUMENTED       TNHD
 GA1101  HISTORY     - 1964     GOOD             TNHD
 GA1101
 GA1101                          STATION DESCRIPTION
 GA1101
 GA1101'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1101'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF ROGERSVILLE.
 GA1101'
 GA1101'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.2
 GA1101'MILES NORTHEAST ON
 GA1101'U.S.  HIGHWAY 11W TO AN ABANDONED WHITE FRAME CHURCH ON
 GA1101'THE RIGHT AND THE STATION ON
 GA1101'THE RIGHT AS DESCRIBED.
 GA1101'
 GA1101'THE STATION IS 71 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GA1101'HIGHWAY 11W, 26 FEET
 GA1101'NORTH OF A 10-INCH CEDAR TREE, 17.4 FEET EAST OF A
 GA1101'WITNESS POST AND 12 FEET
 GA1101'NORTHEAST OF A FENCE LINE.  THE SURFACE AND
 GA1101'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA1101'HIGHWAY DEPARTMENT DISKS AND
 GA1101'ARE STAMPED ALLEN 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA1101'INCHES BELOW
 GA1101'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA1101'FLUSH, CONCRETE
 GA1101'MONUMENT.
 GA1101'
 GA1101'REFERENCE MARK NO. 1 IS 84 FEET SOUTHEAST OF U.S. HIGHWAY 11W, 68
 GA1101'FEET NORTH OF THE NORTHEAST
 GA1101'CORNER OF THE CHURCH, 54 FEET NORTHWEST OF A POWER POLE
 GA1101'AND 10 FEET SOUTHWEST OF A TRACK
 GA1101'ROAD LEADING TO THE CHURCH.  IT IS A
 GA1101'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1101'10-INCH SQUARE,
 GA1101'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ALLEN RM-1 1963.
 GA1101'
 GA1101'REFERENCE MARK NO. 2 IS 16 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA1101'OF U.S.  HIGHWAY 11W.  IT
 GA1101'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1101'IN A 10-INCH SQUARE, FLUSH,
 GA1101'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA1101'ALLEN RM-2 1963.
 GA1101'
 GA1101'THE AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GA1101'TRACK ROAD, 5 FEET EAST
 GA1101'OF THE SOUTHEAST CORNER OF A WOODEN SHED, 5 FEET
 GA1101'WEST OF A CORNER FENCE POST, 3 FEET
 GA1101'WEST OF THE APPROXIMATE CENTER OF
 GA1101'A METAL GATE, 1 FOOT SOUTHWEST OF A FENCE POST, AND
 GA1101'1.2 FEET
 GA1101'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA1101'DEPARTMENT DISK
 GA1101'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA1101'THE DISK IS STAMPED ALLEN AZI
 GA1101'1963.
 GA1101'
 GA1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.05 MILE EAST ON U.S.
 GA1101'HIGHWAY 11W TO PAUL
 GA1101'KELLERS DRIVE WAY ON THE LEFT, TURN LEFT AND GO 0.1 MILE
 GA1101'NORTHWEST ON THE TRACK ROAD TO
 GA1101'THE MARK ON THE LEFT AS DESCRIBED.
 GA1101'
 GA1101'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA1101'
 GA1101'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GA1101
 GA1101                          STATION RECOVERY (1964)
 GA1101
 GA1101'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1101'3 MI NE FROM ROGERSVILLE.
 GA1101'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.2 MILES
 GA1101'NORTHEAST ON U.S. HIGHWAY 11W TO AN ABANDONED WHITE FRAME CHURCH
 GA1101'ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS 71 FEET
 GA1101'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 26 FEET
 GA1101'NORTH OF A 10-INCH CEDAR TREE, 17.4 FEET EAST OF A WITNESS POST
 GA1101'AND 12 FEET NORTHEAST OF A FENCE LINE.  THE MARK IS A STANDARD
 GA1101'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1101'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2427 ***********************************************************************
 FE2427  DESIGNATION -  ALLEN
 FE2427  PID         -  FE2427
 FE2427  STATE/COUNTY-  TN/HAYWOOD
 FE2427  USGS QUAD   -  JONES (1981)
 FE2427
 FE2427                         *CURRENT SURVEY CONTROL
 FE2427  ___________________________________________________________________
 FE2427* NAD 83(1995)-  35 38 04.55924(N)    089 11 39.87884(W)     ADJUSTED  
 FE2427* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 FE2427  ___________________________________________________________________
 FE2427  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FE2427  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE2427
 FE2427  HORZ ORDER  -  SECOND
 FE2427
 FE2427.The horizontal coordinates were established by classical geodetic methods
 FE2427.and adjusted by the National Geodetic Survey in April 1999..
 FE2427
 FE2427.The orthometric height was scaled from a topographic map.
 FE2427
 FE2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2427
 FE2427.The geoid height was determined by GEOID03.
 FE2427
 FE2427;                    North         East     Units Scale Factor Converg.
 FE2427;SPC TN       -   149,095.698   310,721.907   MT  0.99995443   -1 52 12.5
 FE2427;SPC TN       -   489,158.14  1,019,426.79   sFT  0.99995443   -1 52 12.5
 FE2427;UTM  16      - 3,945,639.000   301,298.905   MT  1.00008655   -1 16 44.1
 FE2427
 FE2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2427!SPC TN       -   0.99998619  x   0.99995443  =   0.99994062
 FE2427!UTM  16      -   0.99998619  x   1.00008655  =   1.00007273
 FE2427
 FE2427:                Primary Azimuth Mark                     Grid Az
 FE2427:SPC TN       -  ALAMO MUNICIPAL TANK                     025 49 03.2
 FE2427:UTM  16      -  ALAMO MUNICIPAL TANK                     025 13 34.8
 FE2427
 FE2427|---------------------------------------------------------------------|
 FE2427| PID    Reference Object                     Distance      Geod. Az  |
 FE2427|                                                           dddmmss.s |
 FE2427| FE2407 ALAMO MUNICIPAL TANK                APPROX.17.8 KM 0235650.7 |
 FE2427| CG3117 ALLEN AZ MK                                        0310448.4 |
 FE2427| CG3118 ALLEN RM 1                           26.713 METERS 04353     |
 FE2427| CG3119 ALLEN RM 2                           17.617 METERS 13308     |
 FE2427| FE2424 ATT RAD STA KIN 97 MAST             APPROX. 4.6 KM 1613842.8 |
 FE2427| FE2428 EAGLE LOT WT 34                     APPROX. 7.6 KM 3362909.0 |
 FE2427|---------------------------------------------------------------------|
 FE2427
 FE2427                          SUPERSEDED SURVEY CONTROL
 FE2427
 FE2427  NAD 83(1995)-  35 38 04.56454(N)    089 11 39.88118(W) AD(       ) 2
 FE2427  NAD 83(1986)-  35 38 04.57074(N)    089 11 39.87959(W) AD(       ) 2
 FE2427  NAD 27      -  35 38 04.29610(N)    089 11 39.63870(W) AD(       ) 2
 FE2427
 FE2427.Superseded values are not recommended for survey control.
 FE2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2427.See file dsdata.txt to determine how the superseded data were derived.
 FE2427
 FE2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0129945639(NAD 83)
 FE2427_MARKER: DS = TRIANGULATION STATION DISK
 FE2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2427
 FE2427  HISTORY     - Date     Condition        Report By
 FE2427  HISTORY     - 1958     MONUMENTED       CGS
 FE2427
 FE2427                          STATION DESCRIPTION
 FE2427
 FE2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2427'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF BROWNSVILLE, ON THE
 FE2427'SOUTHEAST SIDE OF A DEEP CUT NEAR THE SOUTHEAST EDGE OF THE
 FE2427'RIGHT-OF-WAY OF THE LOUISVILLE AND NASHVILLE RAILROAD, ON THE
 FE2427'PROPERTY OF MR. B.J. SMITH. IT IS 69 FEET SOUTHEAST OF THE
 FE2427'SOUTHEAST RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD, 9 FEET
 FE2427'SOUTHEAST OF A WIRE FENCE, 8 FEET SOUTHEAST OF A WHITE
 FE2427'WITNESS POST, 14 FEET WEST OF AN 8 INCH OAK TREE, 36 FEET SOUTHWEST
 FE2427'OF A TELEPHONE POLE, 99 FEET NORTHEAST OF A TELEPHONE POLE
 FE2427'AND 35 FEET SOUTHWEST OF A FENCE CORNER. THE MONUMENT IS FLUSH AND
 FE2427'THE DISK IS STAMPED ALLEN 1958.
 FE2427'
 FE2427'TO REACH THE STATION FROM THE NORTHEAST SIDE OF THE COURTHOUSE IN
 FE2427'BROWNSVILLE, GO NORTH ON U.S. HIGHWAY 70A AND 79, SAME
 FE2427'HIGHWAY, FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 76 AND 54
 FE2427'LEFT. CONTINUE ON HIGHWAY 70A AND 79 NORTHEAST FOR 3.1
 FE2427'MILES TO THE SOUTHWEST ONE OF TWO CONCRETE BRDIGES. CONTINUE
 FE2427'NORTHEAST ON HIGHWAY 70A AND 79 FOR 1.0 MILE TO A PRIVATE
 FE2427'DRIVEWAY RIGHT*.  TURN RIGHT AND GO SOUTHEAST ON THE DRIVEWAY FOR
 FE2427'ABOUT 100 YARDS TO A LARGE WHITE HOUSE AND BARNS, GO THROUGH
 FE2427'FENCE AT THE NORTHWEST CORNER OF THE BARNYARD, IN WET WEATHER THIS IS
 FE2427'A PACK FROM THE BARNYARD, GO SOUTHEAST ACROSS A PASTURE FOR
 FE2427'0.15 MILE TO THE STATION ON THE SOUTHEAST SIDE OF THE
 FE2427'LOUISVILLE AND NASHVILLE RAILROAD TRACK.
 FE2427'
 FE2427'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON HIGHWAY
 FE2427'70A AND 79 FOR 0.4 MILE TO A GRAVELED ROAD RIGHT AND A
 FE2427'BRICK STORE ON THE LEFT. TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 FE2427'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE2427'
 FE2427'REFERENCE MARK 1 IS 6 INCHES SOUTHEAST OF A WIRE FENCE, 60 FEET
 FE2427'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK, 54
 FE2427'FEET NORTHEAST OF A TELEPHONE POLE, 73 FEET SOUTHWEST OF A TELEPHONE
 FE2427'POLE AND 54 FEET NORTHEAST OF A FENCE CORNER. THE MONUMENT
 FE2427'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALLEN NO 1 1958.
 FE2427'
 FE2427'REFERENCE MARK 2 IS 6 INCHES EAST OF A WIRE FENCE, 3 FEET EAST OF A
 FE2427'12 INCH PINE TREE, 127 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FE2427'OF THE RAILROAD TRACK AND 67 FEET SOUTHEAST OF A WIRE FENCE. THE
 FE2427'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ALLEN NO
 FE2427'2 1958.
 FE2427'
 FE2427'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FE2427'ROAD, 2 FEET EAST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 FE2427'WIRE FENCE AND 43 FEET EAST OF A WIRE FENCE CORNER. THE MONUMENT
 FE2427'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1958.
 FE2427'
 FE2427'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1482 ***********************************************************************
 GD1482  DESIGNATION -  ALLEN
 GD1482  PID         -  GD1482
 GD1482  STATE/COUNTY-  TN/CARROLL
 GD1482  USGS QUAD   -  HUNTINGDON (1983)
 GD1482
 GD1482                         *CURRENT SURVEY CONTROL
 GD1482  ___________________________________________________________________
 GD1482* NAD 83(1995)-  36 02 33.00296(N)    088 22 35.88227(W)     ADJUSTED  
 GD1482* NAVD 88     -       168.59   (+/-2cm)     553.1    (feet)  VERTCON   
 GD1482  ___________________________________________________________________
 GD1482  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD1482  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1482
 GD1482  HORZ ORDER  -  SECOND
 GD1482  VERT ORDER  -  THIRD ? (See Below)
 GD1482
 GD1482.The horizontal coordinates were established by classical geodetic methods
 GD1482.and adjusted by the National Geodetic Survey in April 1999..
 GD1482
 GD1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1482.The vertical order pertains to the NGVD 29 superseded value.
 GD1482
 GD1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1482
 GD1482.The geoid height was determined by GEOID03.
 GD1482
 GD1482;                    North         East     Units Scale Factor Converg.
 GD1482;SPC TN       -   192,231.321   385,859.642   MT  0.99995500   -1 23 29.0
 GD1482;SPC TN       -   630,678.93  1,265,941.18   sFT  0.99995500   -1 23 29.0
 GD1482;UTM  16      - 3,989,539.095   375,990.158   MT  0.99978949   -0 48 36.3
 GD1482
 GD1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1482!SPC TN       -   0.99997798  x   0.99995500  =   0.99993299
 GD1482!UTM  16      -   0.99997798  x   0.99978949  =   0.99976748
 GD1482
 GD1482:                Primary Azimuth Mark                     Grid Az
 GD1482:SPC TN       -  HOLLOW                                   091 58 56.9
 GD1482:UTM  16      -  HOLLOW                                   091 24 04.2
 GD1482
 GD1482|---------------------------------------------------------------------|
 GD1482| PID    Reference Object                     Distance      Geod. Az  |
 GD1482|                                                           dddmmss.s |
 GD1482| GD1481 HOLLOW                              APPROX.10.0 KM 0903527.9 |
 GD1482| GD1477 BRUCETON MUNICIPAL TANK             APPROX.11.9 KM 0942826.4 |
 GD1482| CG3113 ALLEN RM 1                           32.525 METERS 13542     |
 GD1482| CG3114 ALLEN RM 2                           28.636 METERS 23813     |
 GD1482| GD1490 MCKENZIE MUNICIPAL TANK             APPROX.16.1 KM 3071133.7 |
 GD1482| CG3111 ALLEN AZ MK                                        3125244.9 |
 GD1482|---------------------------------------------------------------------|
 GD1482
 GD1482                          SUPERSEDED SURVEY CONTROL
 GD1482
 GD1482  NAD 83(1995)-  36 02 33.00489(N)    088 22 35.88907(W) AD(       ) 2
 GD1482  NAD 83(1995)-  36 02 33.00477(N)    088 22 35.88866(W) AD(       ) 2
 GD1482  NAD 83(1986)-  36 02 33.01309(N)    088 22 35.88183(W) AD(       ) 2
 GD1482  NAD 27      -  36 02 32.79300(N)    088 22 35.71100(W) AD(       ) 2
 GD1482  NGVD 29 (07/19/86)  168.63   (m)          553.2    (f) LEVELING    3  
 GD1482
 GD1482.Superseded values are not recommended for survey control.
 GD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1482.See file dsdata.txt to determine how the superseded data were derived.
 GD1482
 GD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7599089539(NAD 83)
 GD1482_MARKER: DS = TRIANGULATION STATION DISK
 GD1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1482
 GD1482  HISTORY     - Date     Condition        Report By
 GD1482  HISTORY     - 1934     MONUMENTED       CGS
 GD1482  HISTORY     - 1968     GOOD             CGS
 GD1482  HISTORY     - 1969     GOOD             CGS
 GD1482  HISTORY     - 1971     GOOD             LOCENG
 GD1482  HISTORY     - 1972     GOOD             NGS
 GD1482  HISTORY     - 1985     GOOD             USPSQD
 GD1482
 GD1482                          STATION DESCRIPTION
 GD1482
 GD1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1482'ABOUT 5-1/2 MILES WEST OF HOLLOW ROCK, 4 MILES NORTHEAST OF
 GD1482'HUNTINGDON, 1-1/2 MILES NORTHWEST OF ROSSER, ON PROPERTY OF E. G.
 GD1482'ARMSTRONG, ON HIGH GROUND, ABOUT 115 FEET SOUTHEAST OF CROSSROADS
 GD1482'CHURCH, 21 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, AND 20.5
 GD1482'FEET SOUTH-SOUTHEAST OF 8-INCH RED OAK WITH TRIANGULAR BLAZE.  TO
 GD1482'REACH FROM COURTHOUSE AT HUNTINGDON, FOLLOW U.S. ROUTE 70 EAST
 GD1482'0.7 MILE, TURN LEFT ONTO ASPHALT ROAD JUST AFTER CROSSING
 GD1482'RAILROAD AND GO 1.35 MILES, TURN RIGHT THROUGH FIELD AND FOLLOW
 GD1482'MAIN ROAD 0.9 MILE, FOLLOW RIGHT FORK 0.95 MILE, TURN ONTO LEFT FORK
 GD1482'OF T-ROAD, AND GO 0.7 MILE TO CROSSROADS CHURCH AND STATION.
 GD1482'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1482'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1482'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON EAST
 GD1482'BANK OF ROAD, 9 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, AND
 GD1482'106.71 FEET FROM STATION S 44 DEG 18 MIN E.  NO. 2 IS IN
 GD1482'CHURCHYARD, 26 FEET NE OF CENTER LINE OF LANE, 8 FEET EAST OF
 GD1482'15-INCH WHITE OAK, AND 93.95 FEET FROM STATION S 58 DEG 13 MIN W.
 GD1482'AZIMUTH MARK IS ON SOUTH BANK OF ROAD, ABOUT 100 YARDS
 GD1482'SOUTHEAST OF WHITE HOUSE, ABOUT 80 YARDS EAST OF T-ROAD, 15 FEET
 GD1482'SOUTH OF CENTER LINE OF ROAD, AND 0.5 MILE FROM STATION
 GD1482'N 47 DEG 07 MIN W.
 GD1482
 GD1482                          STATION RECOVERY (1968)
 GD1482
 GD1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1482'THE STATION MARK ONLY WAS RECOVERED AND WAS FOUND IN APPARENT GOOD
 GD1482'CONDITION.  REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE AZIMUTH
 GD1482'MARK MONUMENTS WERE ALL FOUND DESTROYED AND THE DISKS WERE REMOVED.
 GD1482'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE DESTROYED BY COUNTY
 GD1482'ROAD CONSTRUCTION SEVERAL YEARS AGO, AND REFERENCE MARK NO. 2 WAS
 GD1482'DESTROYED BY GRADING OPERATIONS WHEN THE NEW CROSS ROADS
 GD1482'MISSIONARY BAPTIST CHURCH CEMETERY WAS IMPROVED AND ENLARGED.  IN
 GD1482'ORDER TO RE-ESTABLISH AN AZIMUTH MARK AND NEW REFERENCE MARKS,
 GD1482'IT WILL BE NECESSARY TO MAKE POLARIS OBSERVATIONS, AND
 GD1482'CONSIDERABLE CLEARING WILL BE REQUIRED, AS THE STATION SITE IS NOW IN
 GD1482'A SMALL CLEARING AND IS SURROUNDED BY A DENSE STAND OF WOODS.
 GD1482'
 GD1482'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1482'
 GD1482'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF HOLLOW ROCK, 4 MILES
 GD1482'NORTHEAST OF HUNTINGDON, 1-1/2 MILES NORTHWEST OF ROSSER, AND ON THE
 GD1482'PROPERTY OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH.
 GD1482'
 GD1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTES 22 AND 77 AT THE EAST SIDE OF THE CARROLL COUNTY COURTHOUSE
 GD1482'IN HUNTINGDON, GO EAST-NORTHEASTERLY ON U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTE 77 FOR 0.55 OF A MILE TO WHERE STATE ROUTE 77 BEARS LEFT AND
 GD1482'U.S. HIGHWAY 70 BEARS RIGHT.  HERE BEAR LEFT ON STATE ROUTE 77
 GD1482'AND CONTINUE EAST-NORTHEASTERLY FOR 0.1 OF A MILE TO WHERE STATE
 GD1482'ROUTE 77 TURNS SHARP LEFT AND NORTHWOOD DRIVE CONTINUES STRAIGHT
 GD1482'AHEAD.  HERE CONTINUE STRAIGHT AHEAD, EAST-NORTHEASTERLY ON
 GD1482'NORTHWOOD DRIVE FOR 2.3 MILES TO A LARGE T.V.A. TRANSFORMER STATION
 GD1482'ON THE RIGHT AND COUNTY ROAD R-9785 ON THE LEFT.  HERE TURN LEFT
 GD1482'ON COUNTY ROAD R-9785 AND GO NORTHERLY FOR 1.6 MILES TO THE NEW
 GD1482'CROSS ROADS MISSIONARY BAPTIST CHURCH AND CEMETERY ON THE LEFT
 GD1482'AND THE STATION AS DESCRIBED.
 GD1482'
 GD1482'THE STATION MARK IS 148 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 GD1482'OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH, 67 FEET NORTHWEST
 GD1482'OF AN 18-INCH HICKORY TREE, 31.9 FEET NORTH-NORTHWEST OF THE NORTH
 GD1482'CORNER OF THE PAFFORD FAMILY GRAVE HEADSTONE BASE, 20.7 FEET EAST OF
 GD1482'THE NORTHEAST CORNER OF THE CREWS FAMILY GRAVE HEADSTONE
 GD1482'BASE, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1482'R-9785, AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS SIGN AND
 GD1482'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1482'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GD1482'STAMPED ALLEN 1934.
 GD1482'
 GD1482'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN - ABOUT 1.5
 GD1482'MILES NORTHWEST OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1969)
 GD1482
 GD1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1482'THE STATION MARK ONLY WAS RECOVERED AND WAS FOUND IN APPARENT GOOD
 GD1482'CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GD1482'AZIMUTH MARK MONUMENTS WERE ALL FOUND DESTROYED AND THE DISKS WERE
 GD1482'REMOVED.  A NEW AZIMUTH MARK WAS ESTABLISHED AND POLARIS OBSERVATIONS
 GD1482'MADE.  TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 GD1482'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED UPON THE
 GD1482'NEWLY ESTABLISHED REFERENCE MARKS AND A DISTANT FIRE LOOKOUT TOWER.
 GD1482'
 GD1482'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1482'
 GD1482'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF HOLLOW ROCK, 4 MILES
 GD1482'NORTHEAST OF HUNTINGDON, 1-1/2 MILES NORTHWEST OF ROSSER, AND ON THE
 GD1482'PROPERTY OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH.
 GD1482'
 GD1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTES 22 AND 77 AT THE EAST SIDE OF THE CARROLL COUNTY COURTHOUSE
 GD1482'IN HUNTINGDON, GO EAST-NORTHEASTERLY ON U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTE 77 FOR 0.55 OF A MILE TO WHERE STATE ROUTE 77 BEARS LEFT AND
 GD1482'U.S.  HIGHWAY 70 BEARS RIGHT.  HERE BEAR LEFT ON STATE ROUTE 77
 GD1482'AND CONTINUE EAST-NORTHEASTERLY FOR 0.1 OF A MILE TO WHERE STATE
 GD1482'ROUTE 77 TURNS SHARP LEFT AND NORTHWOOD DRIVE CONTINUES STRAIGHT
 GD1482'AHEAD.  HERE CONTINUE STRAIGHT AHEAD, EAST-NORTHEASTERLY ON
 GD1482'NORTHWOOD DRIVE FOR 2.3 MILES TO A LARGE T.V.A. TRANSFORMER STATION
 GD1482'ON THE RIGHT AND COUNTY ROAD R-9785 ON THE LEFT.  HERE TURN LEFT
 GD1482'ON COUNTY ROAD R-9785 AND GO NORTHERLY AND NORTHWESTERLY FOR 1.45
 GD1482'MILES TO THE AZIMUTH MARK ON THE LEFT ATOP A LOW BANK.  CONTINUE
 GD1482'NORTHWESTERLY ON COUNTY ROAD R-9785 FOR 0.15 OF A MILE TO THE NEW
 GD1482'CROSS ROADS MISSIONARY BAPTIST CHURCH AND CEMETERY ON THE LEFT AND
 GD1482'THE STATION AS DESCRIBED.
 GD1482'
 GD1482'THE STATION MARK IS 148 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 GD1482'OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH, 67 FEET NORTHWEST
 GD1482'OF AN 18-INCH HICKORY TREE, 31.9 FEET NORTH-NORTHWEST OF THE NORTH
 GD1482'CORNER OF THE PAFFORD FAMILY GRAVE HEADSTONE BASE, 20.7 FEET EAST OF
 GD1482'THE NORTHEAST CORNER OF THE CREWS FAMILY GRAVE HEADSTONE
 GD1482'BASE, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1482'R-9785, AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND
 GD1482'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1482'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GD1482'STAMPED ALLEN 1934.
 GD1482'
 GD1482'REFERENCE MARK NO. 3 IS 62 FEET SOUTHEAST OF AN 18-INCH HICKORY TREE,
 GD1482'47 FEET EAST OF A 24-INCH HICKORY TREE,
 GD1482'24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD R-9785,
 GD1482'19.5 FEET NORTH-NORTHEAST OF A 10-INCH WHITE OAK TREE, AND 1.0
 GD1482'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1482'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1482'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALLEN 1934 NO 3 1969.
 GD1482'
 GD1482'REFERENCE MARK NO. 4 IS ACROSS THE CEMETERY SOUTHWEST FROM THE
 GD1482'STATION, 162 FEET SOUTH OF THE SOUTHEAST CORNER OF THE NEW CROSS
 GD1482'ROADS MISSIONARY BAPTIST CHURCH, 143 FEET SOUTHWEST OF THE
 GD1482'APPROXIMATE CENTER OF COUNTY ROAD R-9785, 121 FEET WEST OF A
 GD1482'24-INCH HICKORY TREE, 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN,
 GD1482'AND NEAR THE SOUTHWEST EDGE OF THE CEMETERY.  IT IS A STANDARD DISK
 GD1482'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1482'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALLEN 1934 NO 4 1969.
 GD1482'
 GD1482'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1482'REFERENCE MARK NO. 4 IS 165.66 FEET - 50.493 METERS.
 GD1482'
 GD1482'THE AZIMUTH MARK IS 29 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 GD1482'OF COUNTY ROAD R-9785, 8.5 FEET NORTHWEST OF A 10-INCH POST OAK
 GD1482'TREE, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND 1.0 FOOT
 GD1482'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1482'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1482'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALLEN 1934 1969.
 GD1482'
 GD1482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.5 MILES
 GD1482'NORTHWEST OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1971)
 GD1482
 GD1482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1482'ALLEN STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1482'
 GD1482'(NEW) REF. NO. 3 SET IN 1969.  CONTACT C. AND G. SURVEY FOR
 GD1482'DESCRIPTION OF STA. AND REF. MKS.
 GD1482'
 GD1482'AZ. MK. REPORTED DESTROYED BY PROP. OWNER.
 GD1482'
 GD1482'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. N. W. OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1972)
 GD1482
 GD1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GD1482'THIS STATION AND ALL MARKS WERE VISITED 6-30-72 AND FOUND EXACTLY
 GD1482'AS DESCRIBED IN THE 1969 RECOVERY NOTE.
 GD1482'
 GD1482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 GD1482'NORTHWEST OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1985)
 GD1482
 GD1482'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1102 ***********************************************************************
 GA1102  DESIGNATION -  ALLEN AZ MK
 GA1102  PID         -  GA1102
 GA1102  STATE/COUNTY-  TN/HAWKINS
 GA1102  USGS QUAD   -  BUREM (1976)
 GA1102
 GA1102                         *CURRENT SURVEY CONTROL
 GA1102  ___________________________________________________________________
 GA1102* NAD 83(1986)-  36 26 20.     (N)    082 58 00.     (W)     SCALED    
 GA1102* NAVD 88     -       406.858  (meters)    1334.83   (feet)  ADJUSTED  
 GA1102  ___________________________________________________________________
 GA1102  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1102  DYNAMIC HT  -         406.489 (meters)    1333.62  (feet)  COMP
 GA1102  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GA1102
 GA1102  VERT ORDER  -  SECOND    CLASS 0
 GA1102
 GA1102.The horizontal coordinates were scaled from a topographic map and have
 GA1102.an estimated accuracy of +/- 6 seconds.
 GA1102
 GA1102.The orthometric height was determined by differential leveling
 GA1102.and adjusted by the National Geodetic Survey in June 1991..
 GA1102
 GA1102.The geoid height was determined by GEOID03.
 GA1102
 GA1102.The dynamic height is computed by dividing the NAVD 88
 GA1102.geopotential number by the normal gravity value computed on the
 GA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1102.degrees latitude (g = 980.6199 gals.).
 GA1102
 GA1102.The modeled gravity was interpolated from observed gravity values.
 GA1102
 GA1102;                    North         East    Units  Estimated Accuracy
 GA1102;SPC TN       -   237,830.      871,930.      MT  (+/- 180 meters Scaled)
 GA1102
 GA1102                          SUPERSEDED SURVEY CONTROL
 GA1102
 GA1102  NGVD 29 (??/??/92)  407.066  (m)         1335.52   (f) ADJ UNCH    2 0
 GA1102
 GA1102.Superseded values are not recommended for survey control.
 GA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1102.See file dsdata.txt to determine how the superseded data were derived.
 GA1102
 GA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA237344(NAD 83)
 GA1102_MARKER: DD = SURVEY DISK
 GA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1102_STAMPING: ALLEN AZI 1963
 GA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1102+STABILITY: SURFACE MOTION
 GA1102
 GA1102  HISTORY     - Date     Condition        Report By
 GA1102  HISTORY     - 1963     MONUMENTED       TNHD
 GA1102  HISTORY     - 1964     GOOD             TNHD
 GA1102
 GA1102                          STATION DESCRIPTION
 GA1102
 GA1102'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1102'3 MI NE FROM ROGERSVILLE.
 GA1102'TO REACH THE MARK FROM THE POST OFFICE IN ROGERSVILLE, GO 3.25
 GA1102'MILES NORTHEAST ON U.S. HIGHWAY 11W TO PAUL KELLERS DRIVEWAY ON
 GA1102'THE LEFT, TURN LEFT, AND GO 0.1 MILE NORTHWEST ON THE DRIVE WHICH
 GA1102'BECOMES A TRACK ROAD TO THE MARK ON THE LEFT.  THE MARK IS 14 FEET
 GA1102'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 5 FEET EAST
 GA1102'OF THE SOUTHEAST CORNER OF A WOODEN SHED, 5 FEET WEST OF A CORNER
 GA1102'FENCE POST, 3 FEET WEST OF THE APPROXIMATE CENTER OF A METAL GATE,
 GA1102'1 FOOT SOUTHWEST OF A FENCE POST, AND 1.2 FEET SOUTHEAST OF A
 GA1102'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1102'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1102'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2250 ***********************************************************************
 GC2250  DESIGNATION -  ALLEN RESET
 GC2250  PID         -  GC2250
 GC2250  STATE/COUNTY-  TN/DAVIDSON
 GC2250  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2250
 GC2250                         *CURRENT SURVEY CONTROL
 GC2250  ___________________________________________________________________
 GC2250* NAD 83(1995)-  36 13 25.71961(N)    086 45 08.05921(W)     ADJUSTED  
 GC2250* NAVD 88     -       248.1    (meters)     814.     (feet)  VERTCON   
 GC2250  ___________________________________________________________________
 GC2250  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GC2250  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2250
 GC2250  HORZ ORDER  -  THIRD
 GC2250
 GC2250.The horizontal coordinates were established by classical geodetic methods
 GC2250.and adjusted by the National Geodetic Survey in April 1999..
 GC2250
 GC2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2250
 GC2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2250
 GC2250.The geoid height was determined by GEOID03.
 GC2250
 GC2250;                    North         East     Units Scale Factor Converg.
 GC2250;SPC TN       -   210,008.690   532,370.145   MT  0.99997147   -0 26 25.4
 GC2250;SPC TN       -   689,003.51  1,746,617.72   sFT  0.99997147   -0 26 25.4
 GC2250;UTM  16      - 4,008,801.280   522,266.894   MT  0.99960611   +0 08 47.1
 GC2250
 GC2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2250!SPC TN       -   0.99996568  x   0.99997147  =   0.99993715
 GC2250!UTM  16      -   0.99996568  x   0.99960611  =   0.99957180
 GC2250
 GC2250:                Primary Azimuth Mark                     Grid Az
 GC2250:SPC TN       -  ALLEN AZ MK 2                            003 08 51.4
 GC2250:UTM  16      -  ALLEN AZ MK 2                            002 33 38.9
 GC2250
 GC2250|---------------------------------------------------------------------|
 GC2250| PID    Reference Object                     Distance      Geod. Az  |
 GC2250|                                                           dddmmss.s |
 GC2250| CG5445 ALLEN AZ MK 2                                      0024226.0 |
 GC2250| CG5444 ALLEN AZ MK                                        0024530.5 |
 GC2250| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX.10.3 KM 0583028.6 |
 GC2250| GC2235 MADISON SUBURBAN UTIL DIST TK       APPROX. 3.6 KM 0782835.9 |
 GC2250| CG5448 ALLEN RM 3                            8.047 METERS 12626     |
 GC2250| CG5446 ALLEN RM 1                            8.047 METERS 12634     |
 GC2250| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 1.2 KM 1444843.2 |
 GC2250| CG5447 ALLEN RM 2                            9.367 METERS 22738     |
 GC2250| CG5449 ALLEN RM 4                            9.357 METERS 22739     |
 GC2250| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 5.9 KM 3270120.2 |
 GC2250|---------------------------------------------------------------------|
 GC2250
 GC2250                          SUPERSEDED SURVEY CONTROL
 GC2250
 GC2250  NAD 83(1995)-  36 13 25.72134(N)    086 45 08.06117(W) AD(       ) 3
 GC2250  NAD 83(1995)-  36 13 25.72401(N)    086 45 08.06147(W) AD(       ) 3
 GC2250  NAD 83(1986)-  36 13 25.72960(N)    086 45 08.06230(W) AD(       ) 3
 GC2250  NAD 27      -  36 13 25.53310(N)    086 45 08.07040(W) AD(       ) 3
 GC2250  NGVD 29 (07/19/86)  248.1    (m)          814.     (f) VERT ANG       
 GC2250
 GC2250.Superseded values are not recommended for survey control.
 GC2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2250.See file dsdata.txt to determine how the superseded data were derived.
 GC2250
 GC2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2226708801(NAD 83)
 GC2250_MARKER: DE = TRAVERSE STATION DISK
 GC2250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2250
 GC2250  HISTORY     - Date     Condition        Report By
 GC2250  HISTORY     - 1959     MONUMENTED       CGS
 GC2250  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GC2250  HISTORY     - 1977     GOOD             NGS
 GC2250
 GC2250                          STATION DESCRIPTION
 GC2250
 GC2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2250'THE STATION IS LOCATED ON A PROMINENT HILL ON MR. D.H. THOMPSON
 GC2250'PROPERTY, ABOUT 5.0 MILES NORTH-NORTHEAST OF THE BUSINESS
 GC2250'CENTER OF NASHVILLE AND ABOUT 0.5 MILE EAST OF U. S. HIGHWAYS NO. 31
 GC2250'W AND 41.
 GC2250'
 GC2250'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS NO. 31
 GC2250'W, 41 AND 431 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTH ON U.
 GC2250'S. HIGHWAYS NO. 31 W AND 41 FOR 2.7 MILES TO BEN ALLEN ROAD ON THE
 GC2250'RIGHT, TURN RIGHT AND GO EAST ON BEN ALLEN ROAD FOR 0.45 MILE TO A
 GC2250'BOARD GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE AND
 GC2250'FOLLOW THE TRACK ROAD UP STEEP GRADE PASSING TO THE LEFT OF A
 GC2250'CEMENT TILE HOUSE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 GC2250'
 GC2250'STATION IS 21 FEET WEST OF A POWERLINE POLE, 10 FEET NORTHEAST OF
 GC2250'POLE SUPPORTING RADIO BROADCASTING ANTENNA AND 7 FEET
 GC2250'EAST-NORTHEAST OF A WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE
 GC2250'DISK BRAZED TO THE TOP OF A 3-INCH STEEL PIPE, PROJECTS 4 INCHES
 GC2250'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ALLEN 1959.
 GC2250'
 GC2250'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC2250'INCHES BELOW THE STATION MARK AND IS STAMPED ALLEN 1959.
 GC2250'
 GC2250'REFERENCE MARK NO. 1 IS 7 FEET SOUTH OF A POWERLINE POLE AND 4 FEET
 GC2250'NORTHEAST OF DEADMAN FOR THE ANTENNA POLE.  THE MARK IS A
 GC2250'STANDARD REFERENCE MARK DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE,
 GC2250'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GC2250'ALLEN NO 1 1959.
 GC2250'
 GC2250'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE ANTENNA POLE AND 9 FEET
 GC2250'NORTH OF THE SOUTH DEADMAN FOR THE ANTENNA POLE.  THE MARK IS A
 GC2250'STANDARD REFERENCE MARK DISK BRAZED TO THE TOP OF A 3-INCH STEEL
 GC2250'PIPE, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GC2250'STAMPED ALLEN NO 2 1959.
 GC2250'
 GC2250'TRAVERSE STATION SHWAB WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC2250'DESCRIPTION THEREOF.
 GC2250'
 GC2250'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC2250
 GC2250                          STATION RECOVERY (1968)
 GC2250
 GC2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2250'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2250'ALL FOUND DESTROYED.  IT IS THOUGHT THAT THE STATION WAS
 GC2250'DESTROYED BY A DEMOLITION CREW THAT TORE DOWN A TELEPHONE RELAY MAST
 GC2250'FORMERLY AT THE STATION SITE.  AFTER A LENGTHY SEARCH, THE
 GC2250'UNDERGROUND SURFACE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GC2250'A FIRM PLUMBING BENCH WAS ERECTED AND THE POINT HELD, AND A NEW
 GC2250'SURFACE STATION MARK WAS ESTABLISHED IN ITS EXACT, ORIGINAL
 GC2250'HORIZONTAL POSITION, AND TWO NEW REFERENCE MARKS NO. 3 AND NO. 4
 GC2250'WERE SET.  NO AZIMUTH MARK WAS EVER ESTABLISHED FOR THIS STATION AT
 GC2250'THE TIME OF FORMER OCCUPATION.  AN AZIMUTH MARK DESIGNATED ALLEN 1959
 GC2250'1968 WAS ESTABLISHED THIS DATE.  THE STATION WAS THEN OCCUPIED
 GC2250'AND THE NECESSARY HORIZONTAL ANGLES OBSERVED, AND HORIZONTAL
 GC2250'MEASUREMENTS MADE BETWEEN THE STATION AND THE REFERENCE MARKS
 GC2250'AND BETWEEN THE REFERENCE MARKS.
 GC2250'
 GC2250'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2250'
 GC2250'THE MARK IS LOCATED ATOP A RATHER PROMINENT, BRUSH COVERED HILL ON
 GC2250'THE PROPERTY OF MR. D. H. THOMPSON, ABOUT 5 MILES NORTH-NORTHEAST
 GC2250'OF DOWNTOWN NASHVILLE, ABOUT 0.5 OF A MILE EAST OF U. S. HIGHWAYS 41
 GC2250'AND 31W, AND ABOUT 1.1 MILES SOUTH OF INTERSTATE ROUTE 65 AND THE
 GC2250'BRILEY PARKWAY.
 GC2250'
 GC2250'TO REACH THE STATION FROM THE U. S. HIGHWAYS 41 AND 31W AND
 GC2250'INTERSTATE ROUTE 65 INTERCHANGE IN NORTH NASHVILLE, GO
 GC2250'SOUTHERLY ON U.S. HIGHWAYS 41 AND 31W FOR 0.8 OF A MILE TO BEN ALLEN
 GC2250'ROAD ON THE LEFT.  HERE TURN LEFT ON BEN ALLEN ROAD AND GO
 GC2250'EASTERLY FOR 0.5 OF A MILE TO A BOARD GATE ON THE RIGHT AND THE HOME
 GC2250'OF MR. D. H. THOMPSON ON THE LEFT.  HER HERE TURN RIGHT, PASSING
 GC2250'THROUGH THE BOARD GATE AND PICK WAY UPHILL, PASSING TO THE LEFT OF A
 GC2250'BLOCK BUILDING, FOR ABOUT 0.2 OF A MILE TO THE SUMMIT OF A BRUSH
 GC2250'COVERED HILL AND THE STATION AS DESCRIBED.
 GC2250'
 GC2250'THE STATION IS ON THE HIGHEST POINT OF THE HILL, 223 FEET
 GC2250'EAST-SOUTHEAST OF A 30-INCH WHITE OAK TREE, 178 FEET NORTHWEST OF A
 GC2250'20-INCH HACKBERRY TREE, 138 FEET NORTH-NORTHEAST OF AN 18-INCH ELM
 GC2250'TREE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2250'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2250'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1959 1968.
 GC2250'
 GC2250'REFERENCE MARK NO. 3 IS LOCATED ALONG THE SOUTH SLOPE OF THE HILL
 GC2250'ABOUT 0.5 OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT
 GC2250'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 GC2250'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN
 GC2250'1959 NO 3 1968.
 GC2250'
 GC2250'REFERENCE MARK NO. 4 IS LOCATED ALONG THE SOUTHWEST SLOPE OF THE HILL
 GC2250'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 GC2250'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 GC2250'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1959 NO 4 1968.
 GC2250'
 GC2250'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2250'REFERENCE MARK NO. 4 IS 44.21 FEET-13.477 METERS.
 GC2250'
 GC2250'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE BRILEY
 GC2250'PARKWAY AND INTERSTATE ROUTE 65 INTERCHANGE STRUCTURE FOR EASTBOUND
 GC2250'TRAFFIC, ABOUT 1.1 MILES NORTH OF THE STATION, 27 FEET SOUTH OF THE
 GC2250'APPROXIMATE CENTER OF THE EASTBOUND TRAFFIC LANES, 3 FEET WEST OF
 GC2250'THE EAST END OF THE OVERPASS ABUTMENT, AND 1 FOOT SOUTH OF THE SOUTH
 GC2250'EDGE OF THE ABUTMENT. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GC2250'IN THE TOP OF THE ABUTMENT AND THE DISK IS STAMPED ALLEN 1959 1968.
 GC2250'
 GC2250'TO REACH THE AZIMUTH MARK FROM THE U. S. HIGHWAYS 41 AND 31W AND
 GC2250'INTERSTATE ROUTE 65 INTERCHANGE IN NORTH NASHVILLE, GO NORTHEASTERLY
 GC2250'ON INTERSTATE ROUTE 65 FOR 0.4 OF A MILE TO THE BRILEY PARKWAY AND
 GC2250'INTERSTATE ROUTE 65 INTERCHANGE AND THE MARK AS DESCRIBED.
 GC2250'
 GC2250'NOTE- MR. THOMPSON GAVE PERMISSION TO RE-ESTABLISH THE STATION AND
 GC2250'REQUESTED THAT THE MARK NOT BE DRIVEN TO IN WET WEATHER.
 GC2250'
 GC2250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 5 MILES NNE OF
 GC2250'DOWNTOWN NASHVILLE.
 GC2250
 GC2250                          STATION RECOVERY (1977)
 GC2250
 GC2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2250'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 GC2250'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED
 GC2250'BY TREES, IN THE WAY OF CONSTRUCTION AND WAS DESTROYED.  A NEW
 GC2250'AZIMUTH MARK WAS SET.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 GC2250'MARKS CHECKED.  THE 1968 RECOVERY NOTE IS GOOD WITH THE DELETION
 GC2250'OF THE 1968 AZIMUTH MARK AND THE FOLLOWING ON THE 1977 AZIMUTH
 GC2250'MARK--
 GC2250'
 GC2250'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEN 1959 NO 2 1977,
 GC2250'SET IN A DRILL HOLE IN THE TOP AND EAST END OF THE CONCRETE GUARD
 GC2250'RAIL OF THE EAST BOUND LANE OF THE BRILEY PARKWAY AND INTERSTATE
 GC2250'HIGHWAY 65 INTERCHANGE, 27 FEET SOUTH OF THE CENTERLINE OF THE
 GC2250'EAST BOUND LANE AND 1 FOOT WEST OF THE EAST END OF THE GUARD RAIL.
 GC2250'
 GC2250'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2250'
 GC2250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GC2250'OF DOWNTOWN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1099 ***********************************************************************
 GA1099  DESIGNATION -  ALLEN RM 1
 GA1099  PID         -  GA1099
 GA1099  STATE/COUNTY-  TN/HAWKINS
 GA1099  USGS QUAD   -  BUREM (1976)
 GA1099
 GA1099                         *CURRENT SURVEY CONTROL
 GA1099  ___________________________________________________________________
 GA1099* NAD 83(1986)-  36 26 13.     (N)    082 58 05.     (W)     SCALED    
 GA1099* NAVD 88     -       403.211  (meters)    1322.87   (feet)  ADJUSTED  
 GA1099  ___________________________________________________________________
 GA1099  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1099  DYNAMIC HT  -         402.845 (meters)    1321.67  (feet)  COMP
 GA1099  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA1099
 GA1099  VERT ORDER  -  SECOND    CLASS 0
 GA1099
 GA1099.The horizontal coordinates were scaled from a topographic map and have
 GA1099.an estimated accuracy of +/- 6 seconds.
 GA1099
 GA1099.The orthometric height was determined by differential leveling
 GA1099.and adjusted by the National Geodetic Survey in June 1991..
 GA1099
 GA1099.The geoid height was determined by GEOID03.
 GA1099
 GA1099.The dynamic height is computed by dividing the NAVD 88
 GA1099.geopotential number by the normal gravity value computed on the
 GA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1099.degrees latitude (g = 980.6199 gals.).
 GA1099
 GA1099.The modeled gravity was interpolated from observed gravity values.
 GA1099
 GA1099;                    North         East    Units  Estimated Accuracy
 GA1099;SPC TN       -   237,610.      871,810.      MT  (+/- 180 meters Scaled)
 GA1099
 GA1099                          SUPERSEDED SURVEY CONTROL
 GA1099
 GA1099  NGVD 29 (??/??/92)  403.352  (m)         1323.33   (f) ADJ UNCH    2 0
 GA1099
 GA1099.Superseded values are not recommended for survey control.
 GA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1099.See file dsdata.txt to determine how the superseded data were derived.
 GA1099
 GA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA235342(NAD 83)
 GA1099_MARKER: DD = SURVEY DISK
 GA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1099_STAMPING: ALLEN RM-1 1963
 GA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1099+STABILITY: SURFACE MOTION
 GA1099
 GA1099  HISTORY     - Date     Condition        Report By
 GA1099  HISTORY     - 1963     MONUMENTED       TNHD
 GA1099  HISTORY     - 1964     GOOD             TNHD
 GA1099
 GA1099                          STATION DESCRIPTION
 GA1099
 GA1099'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1099'3 MI NE FROM ROGERSVILLE.
 GA1099'THE MARK IS LOCATED AT THE ALLEN 1963 STATION SITE, 84 FEET
 GA1099'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 68 FEET
 GA1099'NORTH OF THE NORTHEAST CORNER OF A CHURCH, 54 FEET NORTHWEST OF
 GA1099'A POWER POLE AND 10 FEET SOUTHWEST OF A TRACK ROAD LEADING TO THE
 GA1099'CHURCH.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1099'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1100 ***********************************************************************
 GA1100  DESIGNATION -  ALLEN RM 2
 GA1100  PID         -  GA1100
 GA1100  STATE/COUNTY-  TN/HAWKINS
 GA1100  USGS QUAD   -  BUREM (1976)
 GA1100
 GA1100                         *CURRENT SURVEY CONTROL
 GA1100  ___________________________________________________________________
 GA1100* NAD 83(1986)-  36 26 13.     (N)    082 58 05.     (W)     SCALED    
 GA1100* NAVD 88     -       400.551  (meters)    1314.14   (feet)  ADJUSTED  
 GA1100  ___________________________________________________________________
 GA1100  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1100  DYNAMIC HT  -         400.187 (meters)    1312.95  (feet)  COMP
 GA1100  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA1100
 GA1100  VERT ORDER  -  SECOND    CLASS 0
 GA1100
 GA1100.The horizontal coordinates were scaled from a topographic map and have
 GA1100.an estimated accuracy of +/- 6 seconds.
 GA1100
 GA1100.The orthometric height was determined by differential leveling
 GA1100.and adjusted by the National Geodetic Survey in June 1991..
 GA1100
 GA1100.The geoid height was determined by GEOID03.
 GA1100
 GA1100.The dynamic height is computed by dividing the NAVD 88
 GA1100.geopotential number by the normal gravity value computed on the
 GA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1100.degrees latitude (g = 980.6199 gals.).
 GA1100
 GA1100.The modeled gravity was interpolated from observed gravity values.
 GA1100
 GA1100;                    North         East    Units  Estimated Accuracy
 GA1100;SPC TN       -   237,610.      871,810.      MT  (+/- 180 meters Scaled)
 GA1100
 GA1100                          SUPERSEDED SURVEY CONTROL
 GA1100
 GA1100  NGVD 29 (??/??/92)  400.692  (m)         1314.60   (f) ADJ UNCH    2 0
 GA1100
 GA1100.Superseded values are not recommended for survey control.
 GA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1100.See file dsdata.txt to determine how the superseded data were derived.
 GA1100
 GA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA235342(NAD 83)
 GA1100_MARKER: DD = SURVEY DISK
 GA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1100_STAMPING: ALLEN RM-2 1963
 GA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1100+STABILITY: SURFACE MOTION
 GA1100
 GA1100  HISTORY     - Date     Condition        Report By
 GA1100  HISTORY     - 1963     MONUMENTED       TNHD
 GA1100  HISTORY     - 1964     GOOD             TNHD
 GA1100
 GA1100                          STATION DESCRIPTION
 GA1100
 GA1100'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1100'3 MI NE FROM ROGERSVILLE.
 GA1100'THE MARK IS LOCATED AT THE ALLEN 1963 STATION SITE, 16 FEET
 GA1100'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W.  THE MARK
 GA1100'IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A 10-INCH SQUARE,
 GA1100'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2395 ***********************************************************************
 GB2395  DESIGNATION -  ALLONS
 GB2395  PID         -  GB2395
 GB2395  STATE/COUNTY-  TN/OVERTON
 GB2395  USGS QUAD   -  LIVINGSTON (1986)
 GB2395
 GB2395                         *CURRENT SURVEY CONTROL
 GB2395  ___________________________________________________________________
 GB2395* NAD 83(1995)-  36 27 22.87394(N)    085 21 19.28071(W)     ADJUSTED  
 GB2395* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 GB2395  ___________________________________________________________________
 GB2395  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GB2395  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB2395
 GB2395  HORZ ORDER  -  THIRD
 GB2395
 GB2395.The horizontal coordinates were established by classical geodetic methods
 GB2395.and adjusted by the National Geodetic Survey in April 1999..
 GB2395
 GB2395.The orthometric height was scaled from a topographic map.
 GB2395
 GB2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2395
 GB2395.The geoid height was determined by GEOID03.
 GB2395
 GB2395;                    North         East     Units Scale Factor Converg.
 GB2395;SPC TN       -   235,742.981   657,786.787   MT  1.00000728   +0 22 38.6
 GB2395;SPC TN       -   773,433.43  2,158,088.82   sFT  1.00000728   +0 22 38.6
 GB2395;UTM  16      - 4,035,823.752   647,375.171   MT  0.99986760   +0 58 38.8
 GB2395
 GB2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2395!SPC TN       -   0.99993619  x   1.00000728  =   0.99994347
 GB2395!UTM  16      -   0.99993619  x   0.99986760  =   0.99980380
 GB2395
 GB2395:                Primary Azimuth Mark                     Grid Az
 GB2395:SPC TN       -  PILOT                                    108 09 55.6
 GB2395:UTM  16      -  PILOT                                    107 33 55.4
 GB2395
 GB2395|---------------------------------------------------------------------|
 GB2395| PID    Reference Object                     Distance      Geod. Az  |
 GB2395|                                                           dddmmss.s |
 GB2395| GB2382 PILOT                               APPROX.11.3 KM 1083234.2 |
 GB2395| CG5453 ALLONS AZ MK                                       1250537.2 |
 GB2395| CG5454 ALLONS RM 1                           7.805 METERS 23418     |
 GB2395| CG5455 ALLONS RM 2                           8.622 METERS 32740     |
 GB2395|---------------------------------------------------------------------|
 GB2395
 GB2395                          SUPERSEDED SURVEY CONTROL
 GB2395
 GB2395  NAD 83(1995)-  36 27 22.87471(N)    085 21 19.28148(W) AD(       ) 3
 GB2395  NAD 83(1995)-  36 27 22.88354(N)    085 21 19.28538(W) AD(       ) 3
 GB2395  NAD 83(1986)-  36 27 22.88493(N)    085 21 19.28449(W) AD(       ) 3
 GB2395  NAD 27      -  36 27 22.65700(N)    085 21 19.41400(W) AD(       ) 3
 GB2395
 GB2395.Superseded values are not recommended for survey control.
 GB2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2395.See file dsdata.txt to determine how the superseded data were derived.
 GB2395
 GB2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4737535824(NAD 83)
 GB2395_MARKER: DS = TRIANGULATION STATION DISK
 GB2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2395
 GB2395  HISTORY     - Date     Condition        Report By
 GB2395  HISTORY     - 1949     MONUMENTED       CGS
 GB2395
 GB2395                          STATION DESCRIPTION
 GB2395
 GB2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2395'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF CELINA, 6 MILES NORTH
 GB2395'OF LIVINGSTON AND 2 MILES NORTH OF ALLONS COMMUNITY ON PROPERTY OWNED
 GB2395'BY MR. C.H. COPE.  IT IS 200 FEET WEST OF THE CENTER OF STATE HIGHWAY
 GB2395'52, 65 FEET SOUTHWEST OF A 48 INCH OAK TREE, 45 FEET SOUTH OF THE
 GB2395'SOUTHWEST CORNER OF A CORN CRIB, 10 FEET SOUTH OF A FARM LANE AND 8
 GB2395'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS BELOW THE SURFACE
 GB2395'OF THE GROUND 2 INCHES AND THE DISK IS STAMPED ALLONS 1949.
 GB2395'
 GB2395'REFERENCE MARK NO. 1 IS 93 FEET EAST OF THE SOUTHEAST CORNER OF A
 GB2395'BARN, 14 FEET SOUTH OF THE FARM LANE.  THE MARK IS FLUSH AND THE
 GB2395'DISK IS STAMPED ALLONS NO 1 1949.
 GB2395'
 GB2395'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE OAK TREE AND 18 FEET
 GB2395'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CORN CRIB.  THE MARK IS
 GB2395'FLUSH AND THE DISK IS STAMPED ALLONS NO 2 1949.
 GB2395'
 GB2395'AZIMUTH MARK IS 25 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 2
 GB2395'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A POWER POLE.
 GB2395'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ALLONS 1949.
 GB2395'
 GB2395'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 GB2395'52 AT THE COURT HOUSE SQUARE IN LIVINGSTON GO NORTH ON HIGHWAY 52
 GB2395'FOR 6.0 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 GB2395'NORTH-WEST ON THE HIGHWAY FOR 0.1 MILE TO THE RESIDENCE OF MR. C.H.
 GB2395'COPE AND A FARM LANE ON THE LEFT, TURN LEFT AND GO WEST FOR 200 FEET
 GB2395'TO THE STATION AS DESCRIBED.
 GB2395'
 GB2395'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2379 ***********************************************************************
 GB2379  DESIGNATION -  ALPINE
 GB2379  PID         -  GB2379
 GB2379  STATE/COUNTY-  TN/OVERTON
 GB2379  USGS QUAD   -  CRAWFORD (1979)
 GB2379
 GB2379                         *CURRENT SURVEY CONTROL
 GB2379  ___________________________________________________________________
 GB2379* NAD 83(1995)-  36 21 48.71554(N)    085 13 55.86263(W)     ADJUSTED  
 GB2379* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 GB2379  ___________________________________________________________________
 GB2379  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 GB2379  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB2379
 GB2379  HORZ ORDER  -  FIRST
 GB2379
 GB2379.The horizontal coordinates were established by classical geodetic methods
 GB2379.and adjusted by the National Geodetic Survey in April 1999..
 GB2379
 GB2379.The orthometric height was scaled from a topographic map.
 GB2379
 GB2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2379
 GB2379.The geoid height was determined by GEOID03.
 GB2379
 GB2379;                    North         East     Units Scale Factor Converg.
 GB2379;SPC TN       -   225,522.865   668,908.665   MT  0.99999101   +0 26 58.2
 GB2379;SPC TN       -   739,902.93  2,194,577.85   sFT  0.99999101   +0 26 58.2
 GB2379;UTM  16      - 4,025,721.676   658,602.129   MT  0.99990993   +1 02 54.1
 GB2379
 GB2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2379!SPC TN       -   0.99991431  x   0.99999101  =   0.99990532
 GB2379!UTM  16      -   0.99991431  x   0.99990993  =   0.99982425
 GB2379
 GB2379|---------------------------------------------------------------------|
 GB2379| PID    Reference Object                     Distance      Geod. Az  |
 GB2379|                                                           dddmmss.s |
 GB2379| CG5457 ALPINE RM 1                          19.949 METERS 09811     |
 GB2379| CG5456 ALPINE AZ MK                                       1110829.6 |
 GB2379| GB2386 SEAHORN LOOKOUT TOWER               APPROX.18.2 KM 1815817.0 |
 GB2379| CG5458 ALPINE RM 2                          14.332 METERS 18354     |
 GB2379| GB2388 MONTEREY MUNICIPAL TANK             APPROX.24.2 KM 1872805.8 |
 GB2379| GB2382 PILOT                               APPROX. 6.7 KM 3564734.3 |
 GB2379|---------------------------------------------------------------------|
 GB2379
 GB2379                          SUPERSEDED SURVEY CONTROL
 GB2379
 GB2379  NAD 83(1995)-  36 21 48.71654(N)    085 13 55.86422(W) AD(       ) 1
 GB2379  NAD 83(1995)-  36 21 48.72479(N)    085 13 55.86618(W) AD(       ) 1
 GB2379  NAD 83(1986)-  36 21 48.72736(N)    085 13 55.86637(W) AD(       ) 1
 GB2379  NAD 27      -  36 21 48.49600(N)    085 13 55.99600(W) AD(       ) 1
 GB2379
 GB2379.Superseded values are not recommended for survey control.
 GB2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2379.See file dsdata.txt to determine how the superseded data were derived.
 GB2379
 GB2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5860225722(NAD 83)
 GB2379_MARKER: DS = TRIANGULATION STATION DISK
 GB2379_SETTING: 80 = SET IN A BOULDER
 GB2379_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2379
 GB2379  HISTORY     - Date     Condition        Report By
 GB2379  HISTORY     - 1935     MONUMENTED       CGS
 GB2379  HISTORY     - 1949     GOOD             CGS
 GB2379
 GB2379                          STATION DESCRIPTION
 GB2379
 GB2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2379'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE N-PRONG OF ALPINE
 GB2379'MOUNTAIN BETWEEN GULLET MOUNTAIN ON THE E AND MEDLOCK HOLLOW ON
 GB2379'THE W.  IT IS 5-1/4 MILES E OF LIVINGSTON AND 15 MILES N OF MONTEREY.
 GB2379'THE STATION IS IN THE CENTER OF A SMALL, CLEARED SPACE, ABOUT 12
 GB2379'PACES E OF A TRIANGULAR-BLAZED 8-INCH GUM TREE, 18 FEET NE OF A
 GB2379'TRIANGULAR BLAZED 6-INCH OAK, AND 13-1/2 FEET S OF A GROUP
 GB2379'OF THREE 6-INCH OAKS, THE MOST EASTERLY OF WHICH IS
 GB2379'TRIANGULAR-BLAZED.  THE MARK IS SET ABOUT 6 INCHES BELOW THE SURFACE
 GB2379'OF THE GROUND.
 GB2379'
 GB2379'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS,
 GB2379'WEDGED IN DRILL HOLES IN BOULDERS.
 GB2379'
 GB2379'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GB2379'BEDROCK.
 GB2379'
 GB2379'REFERENCE MARK NO. 1 IS E OF THE STATION ON THE N SIDE OF THE TRAIL
 GB2379'LEADING TO THE STATION, ABOUT 5 FEET N OF THE CENTER LINE OF
 GB2379'THE TRAIL (WAGON ROAD), AND 2 FEET W OF TWIN 6-INCH SCRUB OAK SNAGS.
 GB2379'
 GB2379'REFERENCE MARK NO. 2 IS S OF THE STATION.
 GB2379'
 GB2379'AZIMUTH MARK IS ESE OF THE STATION, ABOUT 6 FEET N OF THE CENTER LINE
 GB2379'OF THE OLD WAGON ROAD LEADING TO THE STATION, AND ABOUT 3 FEET SE OF
 GB2379'10-INCH SCRUB OAK.
 GB2379'
 GB2379'TO REACH THE STATION FROM THE COURTHOUSE IN LIVINGSTON, GO NE ON
 GB2379'ROUTES 42 AND 85 FOR 1.15 MILES TO THEIR JUNCTION, TURN RIGHT ON
 GB2379'85 AND GO 3.55 MILES AND TURN SHARP RIGHT ON GRAVEL ROAD, GO 0.5 MILE
 GB2379'ON THIS ROUGH GRAVEL ROAD TO A JOGGED CROSS ROAD IN A STREAM
 GB2379'BED, HERE, TURN LEFT AND FOLLOW THE MAIN ROAD (NARROW AND VERY ROUGH)
 GB2379'FOR 1.25 MILES TO AN OLD, ABANDONED SAWMILL ON THE LEFT (THE END OF
 GB2379'TRUCK TRAVEL).  FROM HERE, FOLLOW AN OLD WAGON TRAIL TO THE LEFT
 GB2379'(PASSING ON THE RIGHT SIDE OF A TRIPLE-NOTCHED TREE) UP THE SIDE OF
 GB2379'THE MOUNTAIN FOR ABOUT 1 MILE TO THE SUMMIT AND STATION SITE. THE
 GB2379'TRAIL IS BLAZED FROM THE SAWMILL TO THE TOP.  THIS ABANDONED SAWMILL
 GB2379'IS ABOUT 200 YARDS N OF CENTER BROWNS HOUSE.  THE LAND ON WHICH THE
 GB2379'STATION IS LOCATED BELONGS TO THE ALPINE ESTATE AND IS SAID TO BE
 GB2379'OWNED BY A MR. MARTIN.
 GB2379'
 GB2379'NOTE- CONSIDERABLE CLEARING OF HEAVY UNDERBRUSH WILL BE NECESSARY TO
 GB2379'MAKE THE AZIMUTH MARK VISIBLE FROM THE GROUND.
 GB2379'
 GB2379'A 50-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 GB2379
 GB2379                          STATION RECOVERY (1949)
 GB2379
 GB2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2379'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2379'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.  A
 GB2379'WHITE WITNESS POST WAS SET AT THE STATION AND AZIMUTH MARK BY THIS
 GB2379'PARTY.  THE STATION IS 3 FEET WEST OF A WHITE WITNESS POST.  THE
 GB2379'AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE OLD
 GB2379'DESCRIPTION IS ADEQUATE.  A NEW TO REACH THE STATION FOLLOWS.
 GB2379'
 GB2379'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2379'LIVINGSTON, GO NORTHEAST ON STATE HIGHWAYS NO. 42 AND NO. 85 FOR 1.2
 GB2379'MILES TO THE JUNCTION OF STATE HIGHWAYS NO. 42 AND NO. 85, TURN RIGHT
 GB2379'ON STATE HIGHWAY NO. 85 AND GO EAST FOR 6.15 MILES TO A GRAVEL
 GB2379'T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO A FORK IN ROAD,
 GB2379'TAKE LEFT FORK AND GO EAST FOR 1.1 MILE TO A FORK IN ROAD, TAKE
 GB2379'LEFT FORK AND GO SOUTHEASTERLY FOR 1.85 MILE TO A FORK IN ROAD, TAKE
 GB2379'RIGHT FORK AND GO SOUTH FOR 1 MILE TO A DIM ROAD RIGHT AND A
 GB2379'TRIANGLE BLAZED TREE ON THE LEFT, TURN RIGHT AND GO WEST FOR ABOUT
 GB2379'100 YARDS TO THE AZIMUTH MARK ON THE LEFT, THENCE CONTINUE WEST ON
 GB2379'DIM ROAD FOR ABOUT 100 YARDS TO THE TOP OF HILL AND THE STATION AS
 GB2379'DESCRIBED.
 GB2379'
 GB2379'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0879 ***********************************************************************
 FD0879  DESIGNATION -  AMS 141
 FD0879  PID         -  FD0879
 FD0879  STATE/COUNTY-  TN/LAWRENCE
 FD0879  USGS QUAD   -  SUMMERTOWN (1976)
 FD0879
 FD0879                         *CURRENT SURVEY CONTROL
 FD0879  ___________________________________________________________________
 FD0879* NAD 83(1986)-  35 26 33.     (N)    087 19 00.     (W)     SCALED    
 FD0879* NAVD 88     -       305.958  (meters)    1003.80   (feet)  ADJUSTED  
 FD0879  ___________________________________________________________________
 FD0879  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0879  DYNAMIC HT  -         305.676 (meters)    1002.87  (feet)  COMP
 FD0879  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FD0879
 FD0879  VERT ORDER  -  FIRST     CLASS II
 FD0879
 FD0879.The horizontal coordinates were scaled from a topographic map and have
 FD0879.an estimated accuracy of +/- 6 seconds.
 FD0879
 FD0879.The orthometric height was determined by differential leveling
 FD0879.and adjusted by the National Geodetic Survey in June 1991..
 FD0879
 FD0879.The geoid height was determined by GEOID03.
 FD0879
 FD0879.The dynamic height is computed by dividing the NAVD 88
 FD0879.geopotential number by the normal gravity value computed on the
 FD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0879.degrees latitude (g = 980.6199 gals.).
 FD0879
 FD0879.The modeled gravity was interpolated from observed gravity values.
 FD0879
 FD0879;                    North         East    Units  Estimated Accuracy
 FD0879;SPC TN       -   123,870.      480,460.      MT  (+/- 180 meters Scaled)
 FD0879
 FD0879                          SUPERSEDED SURVEY CONTROL
 FD0879
 FD0879  NGVD 29 (??/??/92)  305.929  (m)         1003.70   (f) ADJ UNCH    1 2
 FD0879
 FD0879.Superseded values are not recommended for survey control.
 FD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0879.See file dsdata.txt to determine how the superseded data were derived.
 FD0879
 FD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE712221(NAD 83)
 FD0879_MARKER: DD = SURVEY DISK
 FD0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0879_STAMPING: AMS 141 1946
 FD0879_MARK LOGO: TVA   
 FD0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0879+STABILITY: SURFACE MOTION
 FD0879
 FD0879  HISTORY     - Date     Condition        Report By
 FD0879  HISTORY     - 1946     MONUMENTED       TVA
 FD0879  HISTORY     - 1949     GOOD             NGS
 FD0879  HISTORY     - 1983     GOOD             NGS
 FD0879
 FD0879                          STATION DESCRIPTION
 FD0879
 FD0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0879'1.6 MI NW FROM SUMMERTOWN.
 FD0879'ABOUT 1.6 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 20 FROM
 FD0879'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 FD0879'SUMMERTOWN, AT THE OUTSIDE OF A GRADED CURVE WITH TANGENTS
 FD0879'SOUTH-SOUTHEAST AND WEST-NORTHWEST AND THE JUNCTION OF A GRAVEL
 FD0879'ROAD NORTHEAST, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FD0879'20 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET
 FD0879'NORTH OF THE NORTH END OF A 14-INCH PIPE CULVERT UNDER SIDE ROAD,
 FD0879'6 FEET NORTH OF A STOP SIGN, 1 FOOT SOUTHEAST OF A WHITE WOODEN
 FD0879'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 FD0879'A CONCRETE POST PROJECTING 8 INCHES.
 FD0879
 FD0879                          STATION RECOVERY (1983)
 FD0879
 FD0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0879'RECOVERED IN GOOD CONDITION.  NOTE THE SIDE ROAD IS NOW PAVED AND THE
 FD0879'STOP SIGN IS NO LONGER THERE.  NOT LEVELED TO THIS SURVEY.
 FD0879'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0875 ***********************************************************************
 FD0875  DESIGNATION -  AMS 143
 FD0875  PID         -  FD0875
 FD0875  STATE/COUNTY-  TN/LEWIS
 FD0875  USGS QUAD   -  SUMMERTOWN (1976)
 FD0875
 FD0875                         *CURRENT SURVEY CONTROL
 FD0875  ___________________________________________________________________
 FD0875* NAD 83(1986)-  35 27 44.     (N)    087 21 39.     (W)     SCALED    
 FD0875* NAVD 88     -       313.346  (meters)    1028.04   (feet)  ADJUSTED  
 FD0875  ___________________________________________________________________
 FD0875  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0875  DYNAMIC HT  -         313.057 (meters)    1027.09  (feet)  COMP
 FD0875  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FD0875
 FD0875  VERT ORDER  -  FIRST     CLASS II
 FD0875
 FD0875.The horizontal coordinates were scaled from a topographic map and have
 FD0875.an estimated accuracy of +/- 6 seconds.
 FD0875
 FD0875.The orthometric height was determined by differential leveling
 FD0875.and adjusted by the National Geodetic Survey in June 1991..
 FD0875
 FD0875.The geoid height was determined by GEOID03.
 FD0875
 FD0875.The dynamic height is computed by dividing the NAVD 88
 FD0875.geopotential number by the normal gravity value computed on the
 FD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0875.degrees latitude (g = 980.6199 gals.).
 FD0875
 FD0875.The modeled gravity was interpolated from observed gravity values.
 FD0875
 FD0875;                    North         East    Units  Estimated Accuracy
 FD0875;SPC TN       -   126,110.      476,480.      MT  (+/- 180 meters Scaled)
 FD0875
 FD0875                          SUPERSEDED SURVEY CONTROL
 FD0875
 FD0875  NGVD 29 (??/??/92)  313.317  (m)         1027.94   (f) ADJ UNCH    1 2
 FD0875
 FD0875.Superseded values are not recommended for survey control.
 FD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0875.See file dsdata.txt to determine how the superseded data were derived.
 FD0875
 FD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE672243(NAD 83)
 FD0875_MARKER: DD = SURVEY DISK
 FD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0875_STAMPING: AMS 143 1946
 FD0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0875+STABILITY: SURFACE MOTION
 FD0875
 FD0875  HISTORY     - Date     Condition        Report By
 FD0875  HISTORY     - 1946     MONUMENTED       TVA
 FD0875  HISTORY     - 1949     GOOD             NGS
 FD0875
 FD0875                          STATION DESCRIPTION
 FD0875
 FD0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0875'4.9 MI NW FROM SUMMERTOWN.
 FD0875'ABOUT 4.9 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0875'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0875'AT SUMMERTOWN, ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A
 FD0875'GRAVEL ROAD LEADING NORTHEAST, ABOUT 0.3 MILE SOUTHEAST OF THE
 FD0875'TOP OF A GRADE AND THE JUNCTION OF A ROAD SOUTHWEST, 30 FEET
 FD0875'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTHWEST
 FD0875'OF THE CENTER LINE OF THE OLD HIGHWAY BED, AT THE SOUTHEAST
 FD0875'END OF A 2-FOOT CUT, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 FD0875'POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FD0875'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0873 ***********************************************************************
 FD0873  DESIGNATION -  AMS 144
 FD0873  PID         -  FD0873
 FD0873  STATE/COUNTY-  TN/LEWIS
 FD0873  USGS QUAD   -  SUMMERTOWN (1976)
 FD0873
 FD0873                         *CURRENT SURVEY CONTROL
 FD0873  ___________________________________________________________________
 FD0873* NAD 83(1986)-  35 28 42.     (N)    087 22 24.     (W)     SCALED    
 FD0873* NAVD 88     -       309.717  (meters)    1016.13   (feet)  ADJUSTED  
 FD0873  ___________________________________________________________________
 FD0873  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0873  DYNAMIC HT  -         309.432 (meters)    1015.19  (feet)  COMP
 FD0873  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FD0873
 FD0873  VERT ORDER  -  FIRST     CLASS II
 FD0873
 FD0873.The horizontal coordinates were scaled from a topographic map and have
 FD0873.an estimated accuracy of +/- 6 seconds.
 FD0873
 FD0873.The orthometric height was determined by differential leveling
 FD0873.and adjusted by the National Geodetic Survey in June 1991..
 FD0873
 FD0873.The geoid height was determined by GEOID03.
 FD0873
 FD0873.The dynamic height is computed by dividing the NAVD 88
 FD0873.geopotential number by the normal gravity value computed on the
 FD0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0873.degrees latitude (g = 980.6199 gals.).
 FD0873
 FD0873.The modeled gravity was interpolated from observed gravity values.
 FD0873
 FD0873;                    North         East    Units  Estimated Accuracy
 FD0873;SPC TN       -   127,910.      475,370.      MT  (+/- 180 meters Scaled)
 FD0873
 FD0873                          SUPERSEDED SURVEY CONTROL
 FD0873
 FD0873  NGVD 29 (??/??/92)  309.690  (m)         1016.04   (f) ADJ UNCH    1 2
 FD0873
 FD0873.Superseded values are not recommended for survey control.
 FD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0873.See file dsdata.txt to determine how the superseded data were derived.
 FD0873
 FD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE661261(NAD 83)
 FD0873_MARKER: DD = SURVEY DISK
 FD0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0873_STAMPING: AMS 144 1946
 FD0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0873+STABILITY: SURFACE MOTION
 FD0873
 FD0873  HISTORY     - Date     Condition        Report By
 FD0873  HISTORY     - 1946     MONUMENTED       TVA
 FD0873  HISTORY     - 1949     GOOD             NGS
 FD0873
 FD0873                          STATION DESCRIPTION
 FD0873
 FD0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0873'6.3 MI NW FROM SUMMERTOWN.
 FD0873'ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0873'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0873'AT SUMMERTOWN, ABOUT 0.1 MILE SOUTH OF A CONCRETE TILE CHURCH
 FD0873'ON EAST SIDE OF HIGHWAY, ABOUT 0.45 MILE NORTH OF THE JUNCTION
 FD0873'OF A GRAVEL ROAD LEADING SOUTHWEST, 40 FEET WEST OF THE
 FD0873'CENTER LINE OF THE HIGHWAY, 59 FEET SOUTH-SOUTHEAST OF THE
 FD0873'SOUTHEAST CORNER OF A BARN, 79.5 FEET NORTHEAST OF THE NORTHEAST
 FD0873'CORNER OF A FARM HOUSE, 4.5 FEET SOUTH OF A BARN LOT FENCE,
 FD0873'14 FEET WEST-SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A
 FD0873'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FD0873'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2227 ***********************************************************************
 FE2227  DESIGNATION -  AMS 232
 FE2227  PID         -  FE2227
 FE2227  STATE/COUNTY-  TN/HENDERSON
 FE2227  USGS QUAD   -  YUMA (1986)
 FE2227
 FE2227                         *CURRENT SURVEY CONTROL
 FE2227  ___________________________________________________________________
 FE2227* NAD 83(1995)-  35 47 05.92487(N)    088 16 30.61791(W)     ADJUSTED  
 FE2227* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 FE2227  ___________________________________________________________________
 FE2227  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2227  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2227
 FE2227  HORZ ORDER  -  SECOND
 FE2227
 FE2227.The horizontal coordinates were established by classical geodetic methods
 FE2227.and adjusted by the National Geodetic Survey in April 1999..
 FE2227
 FE2227.The orthometric height was scaled from a topographic map.
 FE2227
 FE2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2227
 FE2227.The geoid height was determined by GEOID03.
 FE2227
 FE2227;                    North         East     Units Scale Factor Converg.
 FE2227;SPC TN       -   163,449.259   394,335.779   MT  0.99994877   -1 19 55.1
 FE2227;SPC TN       -   536,249.78  1,293,749.97   sFT  0.99994877   -1 19 55.1
 FE2227;UTM  16      - 3,960,849.881   384,757.604   MT  0.99976365   -0 44 44.6
 FE2227
 FE2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2227!SPC TN       -   0.99997116  x   0.99994877  =   0.99991993
 FE2227!UTM  16      -   0.99997116  x   0.99976365  =   0.99973482
 FE2227
 FE2227                          SUPERSEDED SURVEY CONTROL
 FE2227
 FE2227  NAD 83(1995)-  35 47 05.92693(N)    088 16 30.62435(W) AD(       ) 2
 FE2227  NAD 83(1986)-  35 47 05.93498(N)    088 16 30.61877(W) AD(       ) 2
 FE2227  NAD 27      -  35 47 05.70040(N)    088 16 30.45960(W) AD(       ) 2
 FE2227
 FE2227.Superseded values are not recommended for survey control.
 FE2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2227.See file dsdata.txt to determine how the superseded data were derived.
 FE2227
 FE2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8475860850(NAD 83)
 FE2227_MARKER: DD = SURVEY DISK
 FE2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2227_STAMPING: AMS 232 1946 US-TVA
 FE2227_MARK LOGO: TVA   
 FE2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2227+STABILITY: SURFACE MOTION
 FE2227
 FE2227  HISTORY     - Date     Condition        Report By
 FE2227  HISTORY     - 1946     MONUMENTED       TVA
 FE2227  HISTORY     - 1968     GOOD             CGS
 FE2227
 FE2227                          STATION DESCRIPTION
 FE2227
 FE2227'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1946 (CAA)
 FE2227'THE STATION IS LOCATED IN THE NATCHEZ TRACE STATE FOREST PARK ABOUT
 FE2227'21 MILES SOUTH-SOUTHWEST OF CAMDEN, 17 MILES SOUTHEAST OF
 FE2227'HUNTINGDON, 11 MILES NORTH-NORTHWEST OF PARSONS, 11 MILES
 FE2227'NORTH-NORTHEAST OF LEXINGTON, 2.6 MILES SOUTH OF THE NATCHEZ
 FE2227'TRACE PARK HEADQUARTERS ROAD AND INTERSTATE ROUTE 40 INTERCHANGE, AND
 FE2227'1.35 MILES NORTH OF THE PARK HEADQUARTERS COMPLEX.
 FE2227'
 FE2227'TO REACH THE STATION FROM THE NATCHEZ TRACE STATE FOREST PARK
 FE2227'HEADQUARTERS OFFICE, GO NORTHERLY ON A PAVED ROAD FOR 0.15 OF A
 FE2227'MILE TO A FORK. HERE KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FE2227'THE PAVED ROAD FOR 1.2 MILES TO A GRADED T ROAD RIGHT AND SIGN
 FE2227'TAYLORS TRAIL, AND THE STATION ABOUT 45 YARDS ON THE RIGHT IN THE
 FE2227'SOUTHEAST ANGLE OF THIS INTERSECTION.
 FE2227'
 FE2227'AMS 232 1946 US-TVA MARK IS IN A
 FE2227'SMALL WOODED TRIANGLE FORMED BY A LEAD-IN SHUNT ROAD, TAYLORS
 FE2227'TRAIL AND THE PAVED ROAD NORTH OF THE STATION, 49 FEET EAST OF THE
 FE2227'APPROXIMATE CENTER OF THE PAVED ROAD, 19 FEET SOUTHWEST OF THE
 FE2227'APPROXIMATE CENTER OF THE SHUNT ROAD, AND 0.8 OF A FOOT NORTH OF A
 FE2227'METAL WITNESS POST AND SIGN. IT IS A 2-1/2 X 2-1/2 INCH SQUARE BRONZE
 FE2227'TABLET SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2227'PROJECTS 5 INCHES AND THE TABLET IS STAMPED AMS 232 1946 US-TVA.
 FE2227
 FE2227                          STATION RECOVERY (1968)
 FE2227
 FE2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2227'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. IN 1959 A
 FE2227'TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 FE2227'STATION NATCHEZ 1959, THE MEASURED DISTANCE BEING 45.583
 FE2227'METERS-149.55 FEET.
 FE2227'
 FE2227'TO REACH THE MARK FROM THE NATCHEZ TRACE STATE FOREST PARK
 FE2227'HEADQUARTERS OFFICE, GO NORTHERLY ON A PAVED ROAD FOR 0.15 OF A
 FE2227'MILE TO A FORK. HERE KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FE2227'THE PAVED ROAD FOR 1.2 MILES TO A GRADED T ROAD RIGHT AND SIGN
 FE2227'TAYLORS TRAIL, CONTINUE NORTHERLY ON THE PAVED ROAD FOR ABOUT 30
 FE2227'YARDS TO A LEAD-IN SHUNT ROAD SHARP RIGHT AND THE MARK IN A
 FE2227'SMALL, WOODED, TRIANGULAR SHAPED PLOT FORMED BY THESE ROADS.
 FE2227'
 FE2227'THE MARK IS 49 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 FE2227'19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SHUNT ROAD AND
 FE2227'0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A 2-1/2 X
 FE2227'2-1/2 INCH SQUARE BRONZE TABLET SET IN THE TOP OF A 6-INCH, SQUARE,
 FE2227'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED AMS
 FE2227'232 1946 US-TVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1072 ***********************************************************************
 FD1072  DESIGNATION -  AMS 510
 FD1072  PID         -  FD1072
 FD1072  STATE/COUNTY-  TN/PERRY
 FD1072  USGS QUAD   -  LINDEN (1968)
 FD1072
 FD1072                         *CURRENT SURVEY CONTROL
 FD1072  ___________________________________________________________________
 FD1072* NAD 83(1986)-  35 37 25.     (N)    087 50 03.     (W)     SCALED    
 FD1072* NAVD 88     -       148.619  (meters)     487.59   (feet)  ADJUSTED  
 FD1072  ___________________________________________________________________
 FD1072  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1072  DYNAMIC HT  -         148.485 (meters)     487.15  (feet)  COMP
 FD1072  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 FD1072
 FD1072  VERT ORDER  -  FIRST     CLASS II
 FD1072
 FD1072.The horizontal coordinates were scaled from a topographic map and have
 FD1072.an estimated accuracy of +/- 6 seconds.
 FD1072
 FD1072.The orthometric height was determined by differential leveling
 FD1072.and adjusted by the National Geodetic Survey in June 1991..
 FD1072
 FD1072.The geoid height was determined by GEOID03.
 FD1072
 FD1072.The dynamic height is computed by dividing the NAVD 88
 FD1072.geopotential number by the normal gravity value computed on the
 FD1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1072.degrees latitude (g = 980.6199 gals.).
 FD1072
 FD1072.The modeled gravity was interpolated from observed gravity values.
 FD1072
 FD1072;                    North         East    Units  Estimated Accuracy
 FD1072;SPC TN       -   144,710.      433,860.      MT  (+/- 180 meters Scaled)
 FD1072
 FD1072                          SUPERSEDED SURVEY CONTROL
 FD1072
 FD1072  NGVD 29 (??/??/92)  148.617  (m)          487.59   (f) ADJ UNCH    1 2
 FD1072
 FD1072.Superseded values are not recommended for survey control.
 FD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1072.See file dsdata.txt to determine how the superseded data were derived.
 FD1072
 FD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE244425(NAD 83)
 FD1072_MARKER: DD = SURVEY DISK
 FD1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1072_STAMPING: AMS 510 1947
 FD1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1072+STABILITY: SURFACE MOTION
 FD1072
 FD1072  HISTORY     - Date     Condition        Report By
 FD1072  HISTORY     - 1947     MONUMENTED       TVA
 FD1072  HISTORY     - 1949     GOOD             NGS
 FD1072
 FD1072                          STATION DESCRIPTION
 FD1072
 FD1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1072'0.6 MI N FROM LINDEN.
 FD1072'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE
 FD1072'AT LINDEN, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS
 FD1072'13 AND 100, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18
 FD1072'FEET EAST OF THE R/W FENCE LINE, 17.5 FEET EAST OF A POWER POLE,
 FD1072'32 FEET NORTHEAST OF A FENCE CORNER AND JOG IN FENCE LINE, 2
 FD1072'FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 FD1072'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1073 ***********************************************************************
 FD1073  DESIGNATION -  AMS 511
 FD1073  PID         -  FD1073
 FD1073  STATE/COUNTY-  TN/PERRY
 FD1073  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1073
 FD1073                         *CURRENT SURVEY CONTROL
 FD1073  ___________________________________________________________________
 FD1073* NAD 83(1986)-  35 37 42.     (N)    087 50 08.     (W)     SCALED    
 FD1073* NAVD 88     -       147.478  (meters)     483.85   (feet)  ADJUSTED  
 FD1073  ___________________________________________________________________
 FD1073  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1073  DYNAMIC HT  -         147.346 (meters)     483.42  (feet)  COMP
 FD1073  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FD1073
 FD1073  VERT ORDER  -  FIRST     CLASS II
 FD1073
 FD1073.The horizontal coordinates were scaled from a topographic map and have
 FD1073.an estimated accuracy of +/- 6 seconds.
 FD1073
 FD1073.The orthometric height was determined by differential leveling
 FD1073.and adjusted by the National Geodetic Survey in June 1991..
 FD1073
 FD1073.The geoid height was determined by GEOID03.
 FD1073
 FD1073.The dynamic height is computed by dividing the NAVD 88
 FD1073.geopotential number by the normal gravity value computed on the
 FD1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1073.degrees latitude (g = 980.6199 gals.).
 FD1073
 FD1073.The modeled gravity was interpolated from observed gravity values.
 FD1073
 FD1073;                    North         East    Units  Estimated Accuracy
 FD1073;SPC TN       -   145,240.      433,740.      MT  (+/- 180 meters Scaled)
 FD1073
 FD1073                          SUPERSEDED SURVEY CONTROL
 FD1073
 FD1073  NGVD 29 (??/??/92)  147.476  (m)          483.84   (f) ADJ UNCH    1 2
 FD1073
 FD1073.Superseded values are not recommended for survey control.
 FD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1073.See file dsdata.txt to determine how the superseded data were derived.
 FD1073
 FD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE243430(NAD 83)
 FD1073_MARKER: DD = SURVEY DISK
 FD1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1073_STAMPING: AMS 511 1947
 FD1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1073+STABILITY: SURFACE MOTION
 FD1073
 FD1073  HISTORY     - Date     Condition        Report By
 FD1073  HISTORY     - 1947     MONUMENTED       TVA
 FD1073  HISTORY     - 1949     GOOD             NGS
 FD1073
 FD1073                          STATION DESCRIPTION
 FD1073
 FD1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1073'1.0 MI N FROM LINDEN.
 FD1073'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE
 FD1073'AT LINDEN, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS
 FD1073'13 AND 100, AT THE SOUTH END OF A GRADED CURVE WITH TANGENTS
 FD1073'EXTENDING SOUTH AND NORTHEAST AND AT THE JUNCTION OF A DRIVE
 FD1073'NORTHWEST TO A SAW MILL, 41 FEET WEST OF THE CENTER LINE OF THE
 FD1073'HIGHWAY, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO SAW
 FD1073'MILL, 46.2 FEET SOUTH OF A POWER POLE WITH TRANSFORMER AND ABOUT IN
 FD1073'LINE WITH THE ROW OF POLES, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 FD1073'POST, ABOUT 7 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 FD1073'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1077 ***********************************************************************
 FD1077  DESIGNATION -  AMS 514
 FD1077  PID         -  FD1077
 FD1077  STATE/COUNTY-  TN/PERRY
 FD1077  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1077
 FD1077                         *CURRENT SURVEY CONTROL
 FD1077  ___________________________________________________________________
 FD1077* NAD 83(1986)-  35 40 07.     (N)    087 49 02.     (W)     SCALED    
 FD1077* NAVD 88     -       161.419  (meters)     529.59   (feet)  ADJUSTED  
 FD1077  ___________________________________________________________________
 FD1077  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1077  DYNAMIC HT  -         161.275 (meters)     529.12  (feet)  COMP
 FD1077  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FD1077
 FD1077  VERT ORDER  -  FIRST     CLASS II
 FD1077
 FD1077.The horizontal coordinates were scaled from a topographic map and have
 FD1077.an estimated accuracy of +/- 6 seconds.
 FD1077
 FD1077.The orthometric height was determined by differential leveling
 FD1077.and adjusted by the National Geodetic Survey in June 1991..
 FD1077
 FD1077.The geoid height was determined by GEOID03.
 FD1077
 FD1077.The dynamic height is computed by dividing the NAVD 88
 FD1077.geopotential number by the normal gravity value computed on the
 FD1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1077.degrees latitude (g = 980.6199 gals.).
 FD1077
 FD1077.The modeled gravity was interpolated from observed gravity values.
 FD1077
 FD1077;                    North         East    Units  Estimated Accuracy
 FD1077;SPC TN       -   149,680.      435,490.      MT  (+/- 180 meters Scaled)
 FD1077
 FD1077                          SUPERSEDED SURVEY CONTROL
 FD1077
 FD1077  NGVD 29 (??/??/92)  161.418  (m)          529.59   (f) ADJ UNCH    1 2
 FD1077
 FD1077.Superseded values are not recommended for survey control.
 FD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1077.See file dsdata.txt to determine how the superseded data were derived.
 FD1077
 FD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE260475(NAD 83)
 FD1077_MARKER: DD = SURVEY DISK
 FD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1077_STAMPING: AMS 514 1947
 FD1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1077+STABILITY: SURFACE MOTION
 FD1077
 FD1077  HISTORY     - Date     Condition        Report By
 FD1077  HISTORY     - 1947     MONUMENTED       TVA
 FD1077  HISTORY     - 1949     GOOD             NGS
 FD1077
 FD1077                          STATION DESCRIPTION
 FD1077
 FD1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1077'4 MI N FROM LINDEN.
 FD1077'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE
 FD1077'AT LINDEN, ABOUT 0.95 MILE NORTH OF A 36-FOOT CONCRETE BRIDGE,
 FD1077'AT THE SOUTHWEST END OF A HIGH ROCKY CUT, 26.5 FEET NORTHWEST
 FD1077'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHEAST OF THE
 FD1077'SOUTHWEST END OF THE ROCK CUT, 113 FEET NORTHEAST OF A POWER
 FD1077'POLE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 FD1077'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FD1077'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0711 ***********************************************************************
 GB0711  DESIGNATION -  ANCAM
 GB0711  PID         -  GB0711
 GB0711  STATE/COUNTY-  TN/CAMPBELL
 GB0711  USGS QUAD   -  LAKE CITY (1973)
 GB0711
 GB0711                         *CURRENT SURVEY CONTROL
 GB0711  ___________________________________________________________________
 GB0711* NAD 83(1995)-  36 14 23.04170(N)    084 10 23.60259(W)     ADJUSTED  
 GB0711* NAVD 88     -       274.461  (meters)     900.46   (feet)  ADJUSTED  
 GB0711  ___________________________________________________________________
 GB0711  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 GB0711  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0711  DYNAMIC HT  -         274.215 (meters)     899.65  (feet)  COMP
 GB0711  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0711
 GB0711  HORZ ORDER  -  SECOND
 GB0711  VERT ORDER  -  SECOND    CLASS 0
 GB0711
 GB0711.The horizontal coordinates were established by classical geodetic methods
 GB0711.and adjusted by the National Geodetic Survey in April 1999..
 GB0711
 GB0711.The orthometric height was determined by differential leveling
 GB0711.and adjusted by the National Geodetic Survey in June 1991..
 GB0711
 GB0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0711
 GB0711.The geoid height was determined by GEOID03.
 GB0711
 GB0711.The dynamic height is computed by dividing the NAVD 88
 GB0711.geopotential number by the normal gravity value computed on the
 GB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0711.degrees latitude (g = 980.6199 gals.).
 GB0711
 GB0711.The modeled gravity was interpolated from observed gravity values.
 GB0711
 GB0711;                    North         East     Units Scale Factor Converg.
 GB0711;SPC TN       -   213,048.033   764,195.100   MT  0.99997340   +1 04 10.1
 GB0711;SPC TN       -   698,975.09  2,507,196.76   sFT  0.99997340   +1 04 10.1
 GB0711;UTM  16      - 4,014,245.222   754,028.661   MT  1.00039517   +1 40 19.2
 GB0711
 GB0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0711!SPC TN       -   0.99996164  x   0.99997340  =   0.99993504
 GB0711!UTM  16      -   0.99996164  x   1.00039517  =   1.00035679
 GB0711
 GB0711|---------------------------------------------------------------------|
 GB0711| PID    Reference Object                     Distance      Geod. Az  |
 GB0711|                                                           dddmmss.s |
 GB0711| GB0712 ANCAM RM 1                            9.561 METERS 00803     |
 GB0711| GB0710 ANCAM RM 2                            9.253 METERS 09208     |
 GB0711| DB8628 ANCAM AZ MK                                        1253204.5 |
 GB0711| GB0718 VASPER                              APPROX. 3.9 KM 3270208.2 |
 GB0711|---------------------------------------------------------------------|
 GB0711
 GB0711                          SUPERSEDED SURVEY CONTROL
 GB0711
 GB0711  NAD 83(1995)-  36 14 23.04463(N)    084 10 23.60676(W) AD(       ) 2
 GB0711  NAD 83(1995)-  36 14 23.04592(N)    084 10 23.60721(W) AD(       ) 2
 GB0711  NAD 83(1986)-  36 14 23.05273(N)    084 10 23.60248(W) AD(       ) 2
 GB0711  NAD 27      -  36 14 22.77790(N)    084 10 23.88540(W) AD(       ) 2
 GB0711  NGVD 29 (??/??/92)  274.574  (m)          900.83   (f) ADJ UNCH    2 0
 GB0711
 GB0711.Superseded values are not recommended for survey control.
 GB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0711.See file dsdata.txt to determine how the superseded data were derived.
 GB0711
 GB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5402914245(NAD 83)
 GB0711_MARKER: DE = TRAVERSE STATION DISK
 GB0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0711_STAMPING: ANCAM 1961
 GB0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0711+STABILITY: SURFACE MOTION
 GB0711
 GB0711  HISTORY     - Date     Condition        Report By
 GB0711  HISTORY     - 1961     MONUMENTED       CGS
 GB0711  HISTORY     - 1961     GOOD             CGS
 GB0711  HISTORY     - 1964     SEE DESCRIPTION  TNHD
 GB0711  HISTORY     - 1973     GOOD             TVA
 GB0711
 GB0711                          STATION DESCRIPTION
 GB0711
 GB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0711'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LAKE CITY ALONG THE
 GB0711'WEST SIDE OF U.  S.
 GB0711'HIGHWAY 25W NEAR THE CAMPBELL AND ANDERSON COUNTY LINE.
 GB0711'
 GB0711'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO NORTH ON
 GB0711'U. S.  HIGHWAY 25W FOR
 GB0711'1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GB0711'ON U.  S.  HIGHWAY 25W FOR 0.2
 GB0711'MILE TO THE STATION.
 GB0711'
 GB0711'THE STATION IS 345 FEET NORTHWEST OF THE CAMPBELL-ANDERSON COUNTY
 GB0711'LINE HISTORICAL
 GB0711'MARKER, ABOUT 100 FEET NORTHWEST OF THE WEST END OF A
 GB0711'CONCRETE CULVERT OF CREEK
 GB0711'UNDER HIGHWAY, 100 FEET WEST OF THE CENTER
 GB0711'OF U.  S.  HIGHWAY 25W AND 3.3 FEET WEST OF
 GB0711'A WITNESS POST.  IT IS A
 GB0711'STANDARD TRAVERSE DISK, PROJECTING 2 INCHES, AND IS STAMPED
 GB0711'ANCAM 1961.
 GB0711'
 GB0711'REFERENCE MARK NO. 1 IS 79 FEET WEST OF THE CENTER OF U. S. HIGHWAY
 GB0711'25W.  IT IS A STANDARD
 GB0711'DISK, PROJECTING 2 INCHES, AND IS STAMPED ANCAM NO 1
 GB0711'1961.
 GB0711'
 GB0711'REFERENCE MARK NO. 2 IS 78 FEET WEST OF THE CENTER OF U. S. HIGHWAY
 GB0711'25W.  IT IS A STANDARD
 GB0711'DISK, PROJECTING 3 INCHES, AND IS STAMPED ANCAM NO 2
 GB0711'1961.
 GB0711'
 GB0711'THE AZIMUTH MARK IS SET IN A DRILLED HOLE IN A CONCRETE CULVERT, 1
 GB0711'FOOT HEIGHT OF LIGHT
 GB0711'ABOVE STATION MARK 1 METERS.
 GB0711
 GB0711                          STATION RECOVERY (1961)
 GB0711
 GB0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0711'1.8 MI N FROM LAKE CITY.
 GB0711'FROM THE POST OFFICE IN LAKE CITY, GO 1.8 MILE NORTH ON U.S. HIGHWAY
 GB0711'25W.  THE STATION MARK IS ABOUT 345 FT. NORTHWEST OF THE
 GB0711'CAMPBELL-ANDERSON COUNTY LINE HISTORICAL MARKER, ABOUT 100 FT.
 GB0711'NORTHWEST OF THE WEST END OF A CONCRETE CULVERT FOR A CREEK UNDER
 GB0711'THE HIGHWAY, 100 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25W AND
 GB0711'3.3 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB0711'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GB0711
 GB0711                          STATION RECOVERY (1964)
 GB0711
 GB0711'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0711'A THOROUGH AND EXTENDED SEARCH WAS MADE FOR THE STATION AND ALL
 GB0711'MARKS.  DUE TO THE
 GB0711'CONSTRUCTION OF INTERSTATE HIGHWAY 75, IN THE AREA OF THE STATION
 GB0711'SITE, IT IS PRESUMED
 GB0711'THAT THE STATION AND ALL MARKS HAVE BEEN
 GB0711'DESTROYED.  TRAVERSE STATION CAMAND WAS
 GB0711'ESTABLISHED BY THE GEODETIC
 GB0711'SURVEY SECTION, TENNESSEE DEPARTMENT OF HIGHWAYS NEAR THE
 GB0711'OLD ANCAM
 GB0711'STATION SITE.  SEE DESCRIPTION THEREOF.
 GB0711
 GB0711                          STATION RECOVERY (1973)
 GB0711
 GB0711'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB0711'ANCAM AZ. NOT FOUND.
 GB0711'
 GB0711'BELIEVE DESTROYED BY CONSTRUCTION.
 GB0711'
 GB0711'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MI NORTH OF LAKE
 GB0711'CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0709 ***********************************************************************
 GB0709  DESIGNATION -  ANCAM AZ MK
 GB0709  PID         -  GB0709
 GB0709  STATE/COUNTY-  TN/ANDERSON
 GB0709  USGS QUAD   -  LAKE CITY (1973)
 GB0709
 GB0709                         *CURRENT SURVEY CONTROL
 GB0709  ___________________________________________________________________
 GB0709* NAD 83(1986)-  36 14 16.     (N)    084 10 13.     (W)     SCALED    
 GB0709* NAVD 88     -       274.435  (meters)     900.38   (feet)  ADJUSTED  
 GB0709  ___________________________________________________________________
 GB0709  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0709  DYNAMIC HT  -         274.189 (meters)     899.57  (feet)  COMP
 GB0709  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB0709
 GB0709  VERT ORDER  -  SECOND    CLASS 0
 GB0709
 GB0709.The horizontal coordinates were scaled from a topographic map and have
 GB0709.an estimated accuracy of +/- 6 seconds.
 GB0709
 GB0709.The orthometric height was determined by differential leveling
 GB0709.and adjusted by the National Geodetic Survey in June 1991..
 GB0709
 GB0709.The geoid height was determined by GEOID03.
 GB0709
 GB0709.The dynamic height is computed by dividing the NAVD 88
 GB0709.geopotential number by the normal gravity value computed on the
 GB0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0709.degrees latitude (g = 980.6199 gals.).
 GB0709
 GB0709.The modeled gravity was interpolated from observed gravity values.
 GB0709
 GB0709;                    North         East    Units  Estimated Accuracy
 GB0709;SPC TN       -   212,840.      764,460.      MT  (+/- 180 meters Scaled)
 GB0709
 GB0709                          SUPERSEDED SURVEY CONTROL
 GB0709
 GB0709  NGVD 29 (??/??/92)  274.549  (m)          900.75   (f) ADJ UNCH    2 0
 GB0709
 GB0709.Superseded values are not recommended for survey control.
 GB0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0709.See file dsdata.txt to determine how the superseded data were derived.
 GB0709
 GB0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF543140(NAD 83)
 GB0709_MARKER: DZ = AZIMUTH MARK DISK
 GB0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0709_SP_SET: CULVERT
 GB0709_STAMPING: ANCAM 1961
 GB0709_MARK LOGO: TNHD  
 GB0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0709
 GB0709  HISTORY     - Date     Condition        Report By
 GB0709  HISTORY     - 1961     MONUMENTED       TNHD
 GB0709
 GB0709                          STATION DESCRIPTION
 GB0709
 GB0709'DESCRIBED BY TN HIGHWAY DEPT 1961
 GB0709'1.6 MI N FROM LAKE CITY.
 GB0709'FROM THE POST OFFICE IN LAKE CITY, GO 1.6 MILE NORTH ON U.S.
 GB0709'HIGHWAY 25W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE AZIMUTH
 GB0709'MARK IS 23 FT. EAST OF THE CENTER OF U.S. HIGHWAY 25W AND 1 FT.
 GB0709'SOUTHEAST OF THE NORTHWEST END OF CULVERT HEADWALL.  THE DISK IS
 GB0709'CEMENTED IN TOP OF THE EAST CONCRETE HEADWALL OF THE CULVERT AND IS
 GB0709'ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0712 ***********************************************************************
 GB0712  DESIGNATION -  ANCAM RM 1
 GB0712  PID         -  GB0712
 GB0712  STATE/COUNTY-  TN/CAMPBELL
 GB0712  USGS QUAD   -  LAKE CITY (1973)
 GB0712
 GB0712                         *CURRENT SURVEY CONTROL
 GB0712  ___________________________________________________________________
 GB0712* NAD 83(1986)-  36 14 22.     (N)    084 10 23.     (W)     SCALED    
 GB0712* NAVD 88     -       274.650  (meters)     901.08   (feet)  ADJUSTED  
 GB0712  ___________________________________________________________________
 GB0712  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0712  DYNAMIC HT  -         274.404 (meters)     900.27  (feet)  COMP
 GB0712  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0712
 GB0712  VERT ORDER  -  SECOND    CLASS 0
 GB0712
 GB0712.The horizontal coordinates were scaled from a topographic map and have
 GB0712.an estimated accuracy of +/- 6 seconds.
 GB0712
 GB0712.The orthometric height was determined by differential leveling
 GB0712.and adjusted by the National Geodetic Survey in June 1991..
 GB0712
 GB0712.The geoid height was determined by GEOID03.
 GB0712
 GB0712.The dynamic height is computed by dividing the NAVD 88
 GB0712.geopotential number by the normal gravity value computed on the
 GB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0712.degrees latitude (g = 980.6199 gals.).
 GB0712
 GB0712.The modeled gravity was interpolated from observed gravity values.
 GB0712
 GB0712;                    North         East    Units  Estimated Accuracy
 GB0712;SPC TN       -   213,020.      764,210.      MT  (+/- 180 meters Scaled)
 GB0712
 GB0712                          SUPERSEDED SURVEY CONTROL
 GB0712
 GB0712  NGVD 29 (??/??/92)  274.763  (m)          901.45   (f) ADJ UNCH    2 0
 GB0712
 GB0712.Superseded values are not recommended for survey control.
 GB0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0712.See file dsdata.txt to determine how the superseded data were derived.
 GB0712
 GB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540142(NAD 83)
 GB0712_MARKER: DR = REFERENCE MARK DISK
 GB0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0712_STAMPING: ANCAM NO 1 1961
 GB0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0712+STABILITY: SURFACE MOTION
 GB0712
 GB0712  HISTORY     - Date     Condition        Report By
 GB0712  HISTORY     - 1961     MONUMENTED       CGS
 GB0712
 GB0712                          STATION DESCRIPTION
 GB0712
 GB0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0712'1.8 MI N FROM LAKE CITY.
 GB0712'FROM THE POST OFFICE IN LAKE CITY, GO 1.8 MILE NORTH ON U.S.
 GB0712'HIGHWAY 25W.  THE REFERENCE MARK IS 31.4 FT. NORTH OF THE STATION
 GB0712'MARK AND 79 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK
 GB0712'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB0712'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0710 ***********************************************************************
 GB0710  DESIGNATION -  ANCAM RM 2
 GB0710  PID         -  GB0710
 GB0710  STATE/COUNTY-  TN/CAMPBELL
 GB0710  USGS QUAD   -  LAKE CITY (1973)
 GB0710
 GB0710                         *CURRENT SURVEY CONTROL
 GB0710  ___________________________________________________________________
 GB0710* NAD 83(1986)-  36 14 22.     (N)    084 10 23.     (W)     SCALED    
 GB0710* NAVD 88     -       274.273  (meters)     899.84   (feet)  ADJUSTED  
 GB0710  ___________________________________________________________________
 GB0710  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0710  DYNAMIC HT  -         274.028 (meters)     899.04  (feet)  COMP
 GB0710  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0710
 GB0710  VERT ORDER  -  SECOND    CLASS 0
 GB0710
 GB0710.The horizontal coordinates were scaled from a topographic map and have
 GB0710.an estimated accuracy of +/- 6 seconds.
 GB0710
 GB0710.The orthometric height was determined by differential leveling
 GB0710.and adjusted by the National Geodetic Survey in June 1991..
 GB0710
 GB0710.The geoid height was determined by GEOID03.
 GB0710
 GB0710.The dynamic height is computed by dividing the NAVD 88
 GB0710.geopotential number by the normal gravity value computed on the
 GB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0710.degrees latitude (g = 980.6199 gals.).
 GB0710
 GB0710.The modeled gravity was interpolated from observed gravity values.
 GB0710
 GB0710;                    North         East    Units  Estimated Accuracy
 GB0710;SPC TN       -   213,020.      764,210.      MT  (+/- 180 meters Scaled)
 GB0710
 GB0710                          SUPERSEDED SURVEY CONTROL
 GB0710
 GB0710  NGVD 29 (??/??/92)  274.386  (m)          900.21   (f) ADJ UNCH    2 0
 GB0710
 GB0710.Superseded values are not recommended for survey control.
 GB0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0710.See file dsdata.txt to determine how the superseded data were derived.
 GB0710
 GB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540142(NAD 83)
 GB0710_MARKER: DR = REFERENCE MARK DISK
 GB0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0710_STAMPING: ANCAM NO 2 1961
 GB0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0710+STABILITY: SURFACE MOTION
 GB0710
 GB0710  HISTORY     - Date     Condition        Report By
 GB0710  HISTORY     - 1961     MONUMENTED       CGS
 GB0710
 GB0710                          STATION DESCRIPTION
 GB0710
 GB0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0710'1.8 MI N FROM LAKE CITY.
 GB0710'FROM THE POST OFFICE IN LAKE CITY, GO 1.8 MILES NORTH ON U.S.
 GB0710'HIGHWAY 25W.  THE REFERENCE MARK IS 30.1 FT. EAST OF THE STATION
 GB0710'MARK, AND 78 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK
 GB0710'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB0710'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1122 ***********************************************************************
 GA1122  DESIGNATION -  AND
 GA1122  PID         -  GA1122
 GA1122  STATE/COUNTY-  TN/HAWKINS
 GA1122  USGS QUAD   -  STONY POINT (1971)
 GA1122
 GA1122                         *CURRENT SURVEY CONTROL
 GA1122  ___________________________________________________________________
 GA1122* NAD 83(1995)-  36 28 56.30853(N)    082 49 41.27433(W)     ADJUSTED  
 GA1122* NAVD 88     -       385.187  (meters)    1263.73   (feet)  ADJUSTED  
 GA1122  ___________________________________________________________________
 GA1122  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GA1122  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1122  DYNAMIC HT  -         384.840 (meters)    1262.60  (feet)  COMP
 GA1122  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA1122
 GA1122  HORZ ORDER  -  SECOND
 GA1122  VERT ORDER  -  SECOND    CLASS 0
 GA1122
 GA1122.The horizontal coordinates were established by classical geodetic methods
 GA1122.and adjusted by the National Geodetic Survey in April 1999..
 GA1122
 GA1122.The orthometric height was determined by differential leveling
 GA1122.and adjusted by the National Geodetic Survey in June 1991..
 GA1122
 GA1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1122
 GA1122.The geoid height was determined by GEOID03.
 GA1122
 GA1122.The dynamic height is computed by dividing the NAVD 88
 GA1122.geopotential number by the normal gravity value computed on the
 GA1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1122.degrees latitude (g = 980.6199 gals.).
 GA1122
 GA1122.The modeled gravity was interpolated from observed gravity values.
 GA1122
 GA1122;                    North         East     Units Scale Factor Converg.
 GA1122;SPC TN       -   243,038.402   884,189.540   MT  1.00001230   +1 51 25.0
 GA1122;SPC TN       -   797,368.49  2,900,878.52   sFT  1.00001230   +1 51 25.0
 GA1122;UTM  17      - 4,038,999.306   336,235.724   MT  0.99993043   -1 05 13.9
 GA1122
 GA1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1122!SPC TN       -   0.99994447  x   1.00001230  =   0.99995677
 GA1122!UTM  17      -   0.99994447  x   0.99993043  =   0.99987490
 GA1122
 GA1122|---------------------------------------------------------------------|
 GA1122| PID    Reference Object                     Distance      Geod. Az  |
 GA1122|                                                           dddmmss.s |
 GA1122| GA1123 AND RM 1                             25.233 METERS 04453     |
 GA1122| DB8629 AND AZ MK                                          0640903.4 |
 GA1122| GA3405 STONY POINT AMER ST GOBAIN TK       APPROX. 4.4 KM 0670504.3 |
 GA1122| GA1121 AND RM 2                             24.201 METERS 17828     |
 GA1122|---------------------------------------------------------------------|
 GA1122
 GA1122                          SUPERSEDED SURVEY CONTROL
 GA1122
 GA1122  NAD 83(1995)-  36 28 56.31118(N)    082 49 41.27665(W) AD(       ) 2
 GA1122  NAD 83(1995)-  36 28 56.32003(N)    082 49 41.28991(W) AD(       ) 2
 GA1122  NAD 83(1995)-  36 28 56.31508(N)    082 49 41.27838(W) AD(       ) 2
 GA1122  NAD 83(1986)-  36 28 56.31745(N)    082 49 41.27890(W) AD(       ) 2
 GA1122  NAD 27      -  36 28 55.96799(N)    082 49 41.69442(W) AD(       ) 2
 GA1122  NGVD 29 (??/??/92)  385.366  (m)         1264.32   (f) ADJ UNCH    2 0
 GA1122
 GA1122.Superseded values are not recommended for survey control.
 GA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1122.See file dsdata.txt to determine how the superseded data were derived.
 GA1122
 GA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3623638999(NAD 83)
 GA1122_MARKER: DD = SURVEY DISK
 GA1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1122_STAMPING: AND 1963
 GA1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1122+STABILITY: SURFACE MOTION
 GA1122
 GA1122  HISTORY     - Date     Condition        Report By
 GA1122  HISTORY     - 1963     MONUMENTED       TNHD
 GA1122  HISTORY     - 1964     GOOD             TNHD
 GA1122
 GA1122                          STATION DESCRIPTION
 GA1122
 GA1122'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1122'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF SURGOINSVILLE.
 GA1122'
 GA1122'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO 1.6
 GA1122'MILES NORTHEAST ON
 GA1122'U.S.  HIGHWAY 11W TO A GRAVELED DRIVE ON THE RIGHT, TURN
 GA1122'RIGHT AND GO 0.15 MILE SOUTH TO
 GA1122'A WOODEN GATE, CONTINUE STRAIGHT
 GA1122'AHEAD, PASSING THROUGH THE GATE, FOR 0.05 MILE
 GA1122'SOUTH TO THE STATION
 GA1122'ON THE LEFT.
 GA1122'
 GA1122'THE STATION IS 183 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GA1122'GRAVELED ROAD, ABOUT 180
 GA1122'FEET SOUTH OF THE EDGE OF WOODS AND 2.3 FEET NORTHWEST OF A
 GA1122'WITNESS POST.  THE SURFACE
 GA1122'AND UNDERGROUND MARKS ARE STANDARD
 GA1122'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GA1122'DISKS ARE STAMPED AND
 GA1122'1963.  THE UNDERGROUND MARK IS ABOUT 30-INCH BELOW THE
 GA1122'SURFACE.  THE
 GA1122'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1122'
 GA1122'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF A 20-INCH TREE STUMP.  IT IS
 GA1122'A STANDARD TENNESSEE
 GA1122'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1122'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA1122'IS STAMPED AND RM-1 1963.
 GA1122'
 GA1122'REFERENCE MARK NO. 2 IS ABOUT 144 FEET EAST OF THE APPROXIMATE CENTER
 GA1122'OF A GRAVELED ROAD.  IT
 GA1122'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA1122'SET IN A 10- INCH SQUARE, FLUSH,
 GA1122'CONCRETE MONUMENT AND THE DISK IS
 GA1122'STAMPED AND RM-2 1963.
 GA1122'
 GA1122'THE AZIMUTH MARK IS 68 FEET NORTHEAST OF A 12-INCH CEDAR TREE, 53
 GA1122'FEET NORTH OF THE
 GA1122'APPROXIMATE CENTER OF A TRACK ROAD, 15 FEET NORTH OF A 15-INCH
 GA1122'CEDAR TREE, AND 13.3 FEET
 GA1122'NORTH OF A WITNESS POST.  IT IS A STANDARD
 GA1122'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1122'10-INCH SQUARE, FLUSH,
 GA1122'CONCRETE MONUMENT AND THE DISK IS STAMPED AND AZI 1963.
 GA1122'
 GA1122'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GA1122'ON THE GRAVELED DRIVE
 GA1122'FOR 0.1 MILE SOUTH TO A TRACK ROAD ON THE LEFT, TURN
 GA1122'LEFT AND GO 0.3 MILE EAST ON THE
 GA1122'TRACK ROAD TO THE MARK ON THE LEFT
 GA1122'AS DESCRIBED.
 GA1122'
 GA1122'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA1122'
 GA1122'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA1122
 GA1122                          STATION RECOVERY (1964)
 GA1122
 GA1122'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1122'2 MI NE FROM SURGOINSVILLE.
 GA1122'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE,
 GA1122'GO 1.6 MILES NORTHEAST ON U.S. HIGHWAY 11W TO A GRAVELED DRIVE
 GA1122'ON THE RIGHT, TURN RIGHT AND GO 0.15 MILE SOUTH TO A WOODEN
 GA1122'GATE, CONTINUE STRAIGHT AHEAD, PASSING THROUGH THE GATE, FOR
 GA1122'0.05 MILE SOUTH TO THE STATION ON THE LEFT.  THE STATION IN
 GA1122'183 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GA1122'ABOUT 180 FEET SOUTH OF THE EDGE OF WOODS AND 2.3 FEET NORTHWEST
 GA1122'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1122'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1122'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1123 ***********************************************************************
 GA1123  DESIGNATION -  AND RM 1
 GA1123  PID         -  GA1123
 GA1123  STATE/COUNTY-  TN/HAWKINS
 GA1123  USGS QUAD   -  STONY POINT (1971)
 GA1123
 GA1123                         *CURRENT SURVEY CONTROL
 GA1123  ___________________________________________________________________
 GA1123* NAD 83(1986)-  36 28 56.     (N)    082 49 41.     (W)     SCALED    
 GA1123* NAVD 88     -       385.908  (meters)    1266.10   (feet)  ADJUSTED  
 GA1123  ___________________________________________________________________
 GA1123  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1123  DYNAMIC HT  -         385.560 (meters)    1264.96  (feet)  COMP
 GA1123  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA1123
 GA1123  VERT ORDER  -  SECOND    CLASS 0
 GA1123
 GA1123.The horizontal coordinates were scaled from a topographic map and have
 GA1123.an estimated accuracy of +/- 6 seconds.
 GA1123
 GA1123.The orthometric height was determined by differential leveling
 GA1123.and adjusted by the National Geodetic Survey in June 1991..
 GA1123
 GA1123.The geoid height was determined by GEOID03.
 GA1123
 GA1123.The dynamic height is computed by dividing the NAVD 88
 GA1123.geopotential number by the normal gravity value computed on the
 GA1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1123.degrees latitude (g = 980.6199 gals.).
 GA1123
 GA1123.The modeled gravity was interpolated from observed gravity values.
 GA1123
 GA1123;                    North         East    Units  Estimated Accuracy
 GA1123;SPC TN       -   243,030.      884,200.      MT  (+/- 180 meters Scaled)
 GA1123
 GA1123                          SUPERSEDED SURVEY CONTROL
 GA1123
 GA1123  NGVD 29 (??/??/92)  386.148  (m)         1266.89   (f) ADJ UNCH    2 0
 GA1123
 GA1123.Superseded values are not recommended for survey control.
 GA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1123.See file dsdata.txt to determine how the superseded data were derived.
 GA1123
 GA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA362389(NAD 83)
 GA1123_MARKER: DD = SURVEY DISK
 GA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1123_STAMPING: AND RM-1 1963
 GA1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1123+STABILITY: SURFACE MOTION
 GA1123
 GA1123  HISTORY     - Date     Condition        Report By
 GA1123  HISTORY     - 1963     MONUMENTED       TNHD
 GA1123  HISTORY     - 1964     GOOD             TNHD
 GA1123
 GA1123                          STATION DESCRIPTION
 GA1123
 GA1123'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1123'2 MI NE FROM SURGOINSVILLE.
 GA1123'THE MARK IS LOCATED AT THE AND 1963 STATION SITE, 39 FEET SOUTH
 GA1123'OF A 20-INCH TREE STUMP.  THE MARK IS A STANDARD TENNESSEE
 GA1123'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1123'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1121 ***********************************************************************
 GA1121  DESIGNATION -  AND RM 2
 GA1121  PID         -  GA1121
 GA1121  STATE/COUNTY-  TN/HAWKINS
 GA1121  USGS QUAD   -  STONY POINT (1971)
 GA1121
 GA1121                         *CURRENT SURVEY CONTROL
 GA1121  ___________________________________________________________________
 GA1121* NAD 83(1986)-  36 28 56.     (N)    082 49 41.     (W)     SCALED    
 GA1121* NAVD 88     -       383.550  (meters)    1258.36   (feet)  ADJUSTED  
 GA1121  ___________________________________________________________________
 GA1121  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1121  DYNAMIC HT  -         383.204 (meters)    1257.23  (feet)  COMP
 GA1121  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA1121
 GA1121  VERT ORDER  -  SECOND    CLASS 0
 GA1121
 GA1121.The horizontal coordinates were scaled from a topographic map and have
 GA1121.an estimated accuracy of +/- 6 seconds.
 GA1121
 GA1121.The orthometric height was determined by differential leveling
 GA1121.and adjusted by the National Geodetic Survey in June 1991..
 GA1121
 GA1121.The geoid height was determined by GEOID03.
 GA1121
 GA1121.The dynamic height is computed by dividing the NAVD 88
 GA1121.geopotential number by the normal gravity value computed on the
 GA1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1121.degrees latitude (g = 980.6199 gals.).
 GA1121
 GA1121.The modeled gravity was interpolated from observed gravity values.
 GA1121
 GA1121;                    North         East    Units  Estimated Accuracy
 GA1121;SPC TN       -   243,030.      884,200.      MT  (+/- 180 meters Scaled)
 GA1121
 GA1121                          SUPERSEDED SURVEY CONTROL
 GA1121
 GA1121  NGVD 29 (??/??/92)  383.729  (m)         1258.95   (f) ADJ UNCH    2 0
 GA1121
 GA1121.Superseded values are not recommended for survey control.
 GA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1121.See file dsdata.txt to determine how the superseded data were derived.
 GA1121
 GA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA362389(NAD 83)
 GA1121_MARKER: DD = SURVEY DISK
 GA1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1121_STAMPING: AND RM-2 1963
 GA1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1121+STABILITY: SURFACE MOTION
 GA1121
 GA1121  HISTORY     - Date     Condition        Report By
 GA1121  HISTORY     - 1963     MONUMENTED       TNHD
 GA1121  HISTORY     - 1964     GOOD             TNHD
 GA1121
 GA1121                          STATION DESCRIPTION
 GA1121
 GA1121'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1121'2 MI NE FROM SURGOINSVILLE.
 GA1121'THE MARK IS LOCATED AT THE AND 1963 STATION SITE.  THE MARK IS
 GA1121'ABOUT 144 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA1121'ROAD AND 79 FEET SOUTH OF THE STATION MARK.  THE MARK IS A
 GA1121'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA1121'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7719 ***********************************************************************
 DG7719  CBN         -  This is a Cooperative Base Network Control Station.
 DG7719  DESIGNATION -  ANDA
 DG7719  PID         -  DG7719
 DG7719  STATE/COUNTY-  TN/WASHINGTON
 DG7719  USGS QUAD   -  JOHNSON CITY (1968)
 DG7719
 DG7719                         *CURRENT SURVEY CONTROL
 DG7719  ___________________________________________________________________
 DG7719* NAD 83(1995)-  36 19 00.27962(N)    082 21 02.74756(W)     ADJUSTED  
 DG7719* NAVD 88     -       505.5    (meters)    1658.     (feet)  GPS OBS   
 DG7719  ___________________________________________________________________
 DG7719  X           -     684,927.041 (meters)                     COMP
 DG7719  Y           -  -5,099,855.274 (meters)                     COMP
 DG7719  Z           -   3,756,849.394 (meters)                     COMP
 DG7719  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG7719  ELLIP HEIGHT-         474.12  (meters)          (08/03/04) GPS OBS
 DG7719  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DG7719
 DG7719  HORZ ORDER  -  A
 DG7719  ELLP ORDER  -  FOURTH    CLASS I
 DG7719
 DG7719.The horizontal coordinates were established by GPS observations
 DG7719.and adjusted by the National Geodetic Survey in August 2004..
 DG7719
 DG7719.The orthometric height was determined by GPS observations and a
 DG7719.high-resolution geoid model.
 DG7719
 DG7719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7719
 DG7719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7719
 DG7719.The ellipsoidal height was determined by GPS observations
 DG7719.and is referenced to NAD 83.
 DG7719
 DG7719.The geoid height was determined by GEOID03.
 DG7719
 DG7719;                    North         East     Units Scale Factor Converg.
 DG7719;SPC TN       -   226,169.676   927,626.635   MT  0.99998380   +2 08 11.1
 DG7719;SPC TN       -   742,025.01  3,043,388.38   sFT  0.99998380   +2 08 11.1
 DG7719;UTM  17      - 4,019,927.564   378,744.227   MT  0.99978115   -0 48 00.3
 DG7719
 DG7719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7719!SPC TN       -   0.99992560  x   0.99998380  =   0.99990940
 DG7719!UTM  17      -   0.99992560  x   0.99978115  =   0.99970676
 DG7719
 DG7719                          SUPERSEDED SURVEY CONTROL
 DG7719
 DG7719.No superseded survey control is available for this station.
 DG7719
 DG7719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7874419928(NAD 83)
 DG7719_MARKER: Z = SEE DESCRIPTION
 DG7719_SETTING: 0 = UNSPECIFIED SETTING
 DG7719_SP_SET: STEEL TUBING
 DG7719_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7719+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7719
 DG7719  HISTORY     - Date     Condition        Report By
 DG7719  HISTORY     - 2003     MONUMENTED       ANDERS
 DG7719
 DG7719                          STATION DESCRIPTION
 DG7719
 DG7719'DESCRIBED BY ANDERSON AND ASSOCIATES INCORPORATED 2003 (BES)
 DG7719'LOCATED ON THE ROOF OF A BUILDING OCCUPIED BY ANDERSON AND SSOCIATES
 DG7719'240 E MAIN STREET, JOHNSON CITY, TN 37681.
 DG7719' 
 DG7719'ENTER LOBBY OF BUILDING AT REAR OF 240 E MAIN STREET, LOCATED AT N
 DG7719'ROAN STREET AND MAIN STREET, GO TO SECOND FLOOR AND SEE RECEPTIONIST
 DG7719'FOR ACCESS TO THE ROOF.
 DG7719' 
 DG7719'THE STATION IS A MARK IN THE CENTER OF A 4 INCH BY 4 INCH STEEL TUBING
 DG7719'BOLTED TO THE SOUTHERLY AND WESTERLY WALLS OF THE BUILDING. ,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0537 ***********************************************************************
 FC0537  DESIGNATION -  ANDERSON
 FC0537  PID         -  FC0537
 FC0537  STATE/COUNTY-  TN/MCMINN
 FC0537  USGS QUAD   -  RICEVILLE (1990)
 FC0537
 FC0537                         *CURRENT SURVEY CONTROL
 FC0537  ___________________________________________________________________
 FC0537* NAD 83(1995)-  35 27 42.06817(N)    084 39 22.17994(W)     ADJUSTED  
 FC0537* NAVD 88     -       270.437  (meters)     887.26   (feet)  ADJUSTED  
 FC0537  ___________________________________________________________________
 FC0537  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FC0537  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0537  DYNAMIC HT  -         270.173 (meters)     886.39  (feet)  COMP
 FC0537  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0537
 FC0537  HORZ ORDER  -  SECOND
 FC0537  VERT ORDER  -  SECOND    CLASS 0
 FC0537
 FC0537.The horizontal coordinates were established by classical geodetic methods
 FC0537.and adjusted by the National Geodetic Survey in April 1999..
 FC0537
 FC0537.The orthometric height was determined by differential leveling
 FC0537.and adjusted by the National Geodetic Survey in June 1991..
 FC0537
 FC0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0537
 FC0537.The geoid height was determined by GEOID03.
 FC0537
 FC0537.The dynamic height is computed by dividing the NAVD 88
 FC0537.geopotential number by the normal gravity value computed on the
 FC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0537.degrees latitude (g = 980.6199 gals.).
 FC0537
 FC0537.The modeled gravity was interpolated from observed gravity values.
 FC0537
 FC0537;                    North         East     Units Scale Factor Converg.
 FC0537;SPC TN       -   126,027.511   721,975.991   MT  0.99996939   +0 47 12.3
 FC0537;SPC TN       -   413,475.26  2,368,682.90   sFT  0.99996939   +0 47 12.3
 FC0537;UTM  16      - 3,926,768.910   712,690.464   MT  1.00015751   +1 21 37.1
 FC0537
 FC0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0537!SPC TN       -   0.99996232  x   0.99996939  =   0.99993171
 FC0537!UTM  16      -   0.99996232  x   1.00015751  =   1.00011982
 FC0537
 FC0537|---------------------------------------------------------------------|
 FC0537| PID    Reference Object                     Distance      Geod. Az  |
 FC0537|                                                           dddmmss.s |
 FC0537| FC0536 ANDERSON RM 1                        21.859 METERS 00757     |
 FC0537| FC1783 ATHENS PLANTATION PL MICROWAVE      APPROX. 3.4 KM 0974620.7 |
 FC0537| FC1785 ATHENS TABLE CO WATER TANK          APPROX. 5.3 KM 1003450.9 |
 FC0537| FC1784 ATHENS RADIO STATION WLAR MAST      APPROX. 4.3 KM 1110106.2 |
 FC0537| FC0538 ANDERSON RM 2                        19.804 METERS 26312     |
 FC0537| FC0539 ANDERSON AZ MK                                     2662606.9 |
 FC0537|---------------------------------------------------------------------|
 FC0537
 FC0537                          SUPERSEDED SURVEY CONTROL
 FC0537
 FC0537  NAD 83(1995)-  35 27 42.07220(N)    084 39 22.18020(W) AD(       ) 2
 FC0537  NAD 83(1995)-  35 27 42.07155(N)    084 39 22.18033(W) AD(       ) 2
 FC0537  NAD 83(1995)-  35 27 42.07211(N)    084 39 22.18033(W) AD(       ) 2
 FC0537  NAD 83(1986)-  35 27 42.07640(N)    084 39 22.17817(W) AD(       ) 2
 FC0537  NAD 27      -  35 27 41.81300(N)    084 39 22.41010(W) AD(       ) 2
 FC0537  NGVD 29 (??/??/92)  270.505  (m)          887.48   (f) ADJ UNCH    2 0
 FC0537
 FC0537.Superseded values are not recommended for survey control.
 FC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0537.See file dsdata.txt to determine how the superseded data were derived.
 FC0537
 FC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1269026769(NAD 83)
 FC0537_MARKER: DE = TRAVERSE STATION DISK
 FC0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0537_STAMPING: ANDERSON 1961
 FC0537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0537+STABILITY: SURFACE MOTION
 FC0537
 FC0537  HISTORY     - Date     Condition        Report By
 FC0537  HISTORY     - 1961     MONUMENTED       CGS
 FC0537  HISTORY     - 1961     GOOD             CGS
 FC0537  HISTORY     - 1964     GOOD             TVA
 FC0537  HISTORY     - 1964     GOOD             NGS
 FC0537  HISTORY     - 1969     GOOD             CGS
 FC0537  HISTORY     - 1969     GOOD             USGS
 FC0537  HISTORY     - 1981     GOOD             NGS
 FC0537
 FC0537                          STATION DESCRIPTION
 FC0537
 FC0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0537'THE STATION IS LOCATED ABOUT 2 MILES WEST OF ATHENS ON THE PROPERTY
 FC0537'OF MR. JOHN ANDERSON.
 FC0537'
 FC0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0537'ROUTE 30 IN THE WESTERN EDGE OF THE VILLAGE OF ATHENS, GO WEST
 FC0537'ON STATE ROUTE 30 FOR 1.4 MILES TO A SIDE ROAD LEFT, TURN LEFT ON
 FC0537'GRAVELED ROAD AND GO 0.7 MILE TO A GRAVELED CROSSROAD.* HERE TURN
 FC0537'LEFT AND GO 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED BELOW.
 FC0537'
 FC0537'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 FC0537'FIELD, 23 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0537'ROAD, 14 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER POST OF THE
 FC0537'CULTIVATED FIELD AND 10.3 FEET WEST OF A METAL WITNESS POST THAT
 FC0537'IS IN A NORTH SOUTH FENCE LINE. THE MARK IS A TRAVERSE DISK SET IN A
 FC0537'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. THE DISK IS
 FC0537'STAMPED ANDERSON 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 1 IS 14 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC0537'GRAVELED ROAD AND 1 FOOT WEST OF A FENCE. THE DISK IS SET IN A
 FC0537'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. THE DISK IS STAMPED
 FC0537'ANDERSON NO 1 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 2 IS 75 FEET WEST OF THE SOUTHEAST FENCE CORNER
 FC0537'POST OF THE CULTIVATED FIELD AND 1 FOOT NORTH OF A FENCE. THE
 FC0537'DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. THE
 FC0537'DISK IS STAMPED ANDERSON NO 2 1961.
 FC0537'
 FC0537'THE AZIMUTH MARK IS 48 FEET WEST OF THE APPROXIMATE CENTER OF TWO
 FC0537'ROADS FORMING A Y INTERSECTION, 33 FEET NORTH OF THE APPROXIMATE
 FC0537'CENTER OF A GRAVELED ROAD LEADING LEFT, 28 FEET SOUTH OF THE
 FC0537'APPROXIMATE CENTER OF A GRAVELED ROAD LEADING RIGHT AND 2.4 FEET
 FC0537'EAST OF A METAL WITNESS POST. THE DISK IS SET IN A SQUARE CONCRETE
 FC0537'MONUMENT WHICH PROJECTS 1 INCH.  THE DISK IS STAMPED ANDERSON 1961.
 FC0537'
 FC0537'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS MENTIONED ABOVE, GO
 FC0537'WEST ON GRAVELED ROAD FOR 0.6 MILE TO Y-INTERSECTION AND MARK AS
 FC0537'DESCRIBED.
 FC0537'
 FC0537'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FC0537
 FC0537                          STATION RECOVERY (1961)
 FC0537
 FC0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0537'2 MI W FROM ATHENS.
 FC0537'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 30 IN THE
 FC0537'WESTERN EDGE OF ATHENS, GO WEST ON STATE HIGHWAY 30 FOR 1.4 MILES
 FC0537'TO A SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO 0.7 MILE TO
 FC0537'A GRAVELED CROSSROAD, HERE TURN LEFT AND GO 0.1 MILE TO THE
 FC0537'STATION ON THE RIGHT.  THE STATION IS LOCATED NEAR THE SOUTHEAST
 FC0537'CORNER OF A CULTIVATED FIELD, 23 FEET WEST OF THE APPROXIMATE
 FC0537'CENTER OF A GRAVELED ROAD, 14 FEET NORTHWEST OF THE SOUTHEAST
 FC0537'FENCE CORNER POST OF THE CULTIVATED FIELD, 10.3 FEET WEST OF A
 FC0537'WITNESS SIGN.  THE MARK IS A TRAVERSE DISK SET IN THE TOP OF A
 FC0537'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FC0537
 FC0537                          STATION RECOVERY (1964)
 FC0537
 FC0537'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 FC0537'STATION, R.M. 1 AND R.M. 2, AZIMUTH MARK FOUND IN GOOD CONDITION.
 FC0537
 FC0537                          STATION RECOVERY (1964)
 FC0537
 FC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0537'RECOVERED IN GOOD CONDITION.
 FC0537
 FC0537                          STATION RECOVERY (1969)
 FC0537
 FC0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0537'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC0537'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0537'STATION CHECKED TO DECIDE POSSIBILITY THAT IT MIGHT BE DISTURBED BY
 FC0537'CONSTRUCTION ALONG INTERSTATE ROUTE 75-MARKS ALL COMPLETELY
 FC0537'SAFE. THE STATION WAS OCCUPIED AND THE FOLLOWING DISCREPANCIES NOTED.
 FC0537'A DISCREPANCY OF PLUS 00 DEG 01 MIN 32.4 SEC WAS NOTED IN THE
 FC0537'HORIZONTAL ANGLE BETWEEN THE AZ MK AND REFERENCE MK NO. 1 AND OF PLUS
 FC0537'00 DEG 02 MIN 33.4 SEC BETWEEN THE AZIMUTH MARK AND REFERENCE
 FC0537'MARK NO. 2, HOWEVER, THE ANGLE BETWEEN THE REFERENCE MARKS
 FC0537'THEMSELVES CHECKED WITHIN THE ALLOWABLE AS COMPARED WITH THE 1961
 FC0537'OBSERVATIONS. IN CHECKING THE HORIZONTAL MEASURED DISTANCES TO
 FC0537'THE REFERENCE MARKS, THE FOLLOWING DISCREPANCIES WERE NOTED. STATION
 FC0537'TO REFERENCE MARK NO. 1 MINUS 0.01 OF A FOOT AND STATION TO
 FC0537'REFERENCE MARK NO. 2 MINUS 0.03 OF A FOOT.
 FC0537'
 FC0537'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0537'
 FC0537'THE STATION IS NOW LOCATED IN A HOG LOT ON THE PROPERTY OF MR.
 FC0537'HERBERT MARTIN, ABOUT 2 MILES WEST OF ATHENS.
 FC0537'
 FC0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0537'ROUTE 30 AT THE WEST EDGE OF ATHENS, GO NORTHWESTERLY ON
 FC0537'STATE ROUTE 30 FOR 1.4 MILES TO AN OILED CROSSROAD. HERE TURN LEFT
 FC0537'AND GO WESTERLY ON THE OILED ROAD FOR 0.7 OF A MILE TO A
 FC0537'CROSSROAD, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 OF A
 FC0537'MILE TO THE STATION ON THE RIGHT IN PASTURE.
 FC0537'
 FC0537'THE STATION IS 25 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0537'ROAD, 20 FEET NORTHWEST OF A 10-INCH CEDAR TREE, 20 FEET
 FC0537'EAST-NORTHEAST OF AN 8-INCH CEDAR TREE, 14 FEET NORTHWEST OF A T
 FC0537'FENCE CORNER POST, 10.5 FEET NORTH OF A WOVEN WIRE FENCE, AND 9.9
 FC0537'FEET WEST OF A METAL WITNESS POST AND SIGN SET IN A NORTH-SOUTH
 FC0537'FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0537'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 1 IS 82 FEET NORTH OF THE T FENCE CORNER POST, 21
 FC0537'FEET NORTH OF A 10-INCH PIN OAK TREE, 20 FEET NORTH-NORTHEAST
 FC0537'OF A 10-INCH CEDAR TREE, 13 FEET WEST OF THE APPROXIMATE CENTER OF
 FC0537'THE GRAVELED ROAD, AND 1.5 FEET WEST OF A WOVEN WIRE FENCE AND METAL
 FC0537'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0537'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC0537'ANDERSON NO 1 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 2 IS 89 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0537'GRAVELED ROAD, 73 FEET WEST OF THE T FENCE CORNER, 33 FEET
 FC0537'WEST OF A 12-INCH YELLOW PINE TREE, 1.9 FEET EAST OF A 12-INCH YELLOW
 FC0537'PINE TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND
 FC0537'0.5 OF A FOOT NORTH OF THE EAST-WEST WOVEN WIRE FENCE. IT IS A
 FC0537'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC0537'CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON NO 2 1961.
 FC0537'
 FC0537'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC0537'REFERENCE MARK NO. 2 IS 108.38 FEET-(33.034) METERS.
 FC0537'
 FC0537'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE WEST OF THE STATION, 48 FEET
 FC0537'WEST-SOUTHWEST OF THE APPROXIMATE INTERSECTION OF THE OILED ROAD
 FC0537'AND GRAVELED T ROAD LEFT, 33 FEET WEST OF THE APPROXIMATE CENTER OF
 FC0537'THE GRAVELED ROAD, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FC0537'OILED ROAD, AND 2.4 FEET EAST OF A METAL WITNESS POST AND SIGN. IT
 FC0537'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC0537'CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON 1961.
 FC0537'
 FC0537'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD 0.1 OF A MILE NORTH OF
 FC0537'THE STATION, GO WESTERLY ON THE OILED ROAD FOR 0.6 OF A MILE TO
 FC0537'A Y INTERSECTION WITH A GRAVELED ROAD AND THE MARK IN THE Y.
 FC0537'
 FC0537'NOTE- ALL MARKS FOR THIS STATION ARE BENCH MARKS.
 FC0537'
 FC0537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES WEST
 FC0537'OF ATHENS.
 FC0537
 FC0537                          STATION RECOVERY (1969)
 FC0537
 FC0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0537'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 30 AT THE WEST
 FC0537'EDGE OF ATHENS, GO NORTHWESTERLY ON STATE ROUTE 30 FOR 1.4 MILES TO
 FC0537'AN OILED CROSSROAD. HERE TURN LEFT AND GO WESTERLY ON THE OILED ROAD
 FC0537'FOR 0.7 OF A MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A
 FC0537'GRAVELED ROAD FOR 0.1 OF A MILE TO THE ANDERSON 1961 TRAVERSE STATION
 FC0537'SITE ON THE RIGHT. THE MARK IS 71.72 FEET SOUTH OF ANDERSON R.M. 1,
 FC0537'64.97 FEET EAST OF ANDERSON R.M. 2, 25 FEET WEST OF THE APPROXIMATE
 FC0537'CENTER OF THE GRAVELED ROAD, 20 FEET NORTHWEST OF A 10-INCH CEDAR
 FC0537'TREE, 20 FEET EAST-NORTHEAST OF AN 8-INCH CEDAR TREE, 14 FEET
 FC0537'NORTHWEST OF A "T" FENCE CORNER POST, 10.5 FEET NORTH OF A WOVEN WIRE
 FC0537'FENCE, AND 9.9 FEET WEST OF A METAL WITNESS POST AND SIGN SET IN A
 FC0537'NORTH-SOUTH FENCE. IT IS A STANDARD TRAVERSE STATION DISK SET IN THE
 FC0537'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0537'STAMPED ANDERSON 1961.
 FC0537
 FC0537                          STATION RECOVERY (1981)
 FC0537
 FC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0537'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD BUT
 FC0537'THE TO REACH IS FALSE.  A NEW TO REACH FOLLOWS.
 FC0537'
 FC0537'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 FC0537'STATE HIGHWAY 30 ABOUT 2 MILES WEST OF ATHENS, GO WEST ON HIGHWAY 30
 FC0537'FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT ON PAVED ROAD AND GO FOR 0.45
 FC0537'MILE TO A ROAD LEFT.  TURN LEFT CROSSING OLD PAVED ROAD AND GO FOR
 FC0537'0.1 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2234 ***********************************************************************
 FE2234  DESIGNATION -  ANDERSON
 FE2234  PID         -  FE2234
 FE2234  STATE/COUNTY-  TN/CARROLL
 FE2234  USGS QUAD   -  PALMER SHELTER (1973)
 FE2234
 FE2234                         *CURRENT SURVEY CONTROL
 FE2234  ___________________________________________________________________
 FE2234* NAD 83(1995)-  35 55 23.16181(N)    088 28 46.99832(W)     ADJUSTED  
 FE2234* NAVD 88     -       182.25   (+/-2cm)     597.9    (feet)  VERTCON   
 FE2234  ___________________________________________________________________
 FE2234  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2234  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE2234
 FE2234  HORZ ORDER  -  SECOND
 FE2234  VERT ORDER  -  THIRD ? (See Below)
 FE2234
 FE2234.The horizontal coordinates were established by classical geodetic methods
 FE2234.and adjusted by the National Geodetic Survey in April 1999..
 FE2234
 FE2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2234.The vertical order pertains to the NGVD 29 superseded value.
 FE2234
 FE2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2234
 FE2234.The geoid height was determined by GEOID03.
 FE2234
 FE2234;                    North         East     Units Scale Factor Converg.
 FE2234;SPC TN       -   179,218.160   376,237.503   MT  0.99994960   -1 27 06.2
 FE2234;SPC TN       -   587,984.91  1,234,372.54   sFT  0.99994960   -1 27 06.2
 FE2234;UTM  16      - 3,976,430.747   366,502.175   MT  0.99981960   -0 52 05.8
 FE2234
 FE2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2234!SPC TN       -   0.99997584  x   0.99994960  =   0.99992544
 FE2234!UTM  16      -   0.99997584  x   0.99981960  =   0.99979544
 FE2234
 FE2234|---------------------------------------------------------------------|
 FE2234| PID    Reference Object                     Distance      Geod. Az  |
 FE2234|                                                           dddmmss.s |
 FE2234| CG3131 ANDERSON RM 1                        71.420 METERS 06237     |
 FE2234| CG3129 ANDERSON AZ MK                                     2194258.1 |
 FE2234| CG3130 ANDERSON AZ MK RESET                               2231436.1 |
 FE2234| CG3132 ANDERSON RM 2                        53.876 METERS 30943     |
 FE2234| CG3133 ANDERSON RM 3                        52.974 METERS 31602     |
 FE2234|---------------------------------------------------------------------|
 FE2234
 FE2234                          SUPERSEDED SURVEY CONTROL
 FE2234
 FE2234  NAD 83(1995)-  35 55 23.16432(N)    088 28 47.00439(W) AD(       ) 2
 FE2234  NAD 83(1986)-  35 55 23.17256(N)    088 28 46.99836(W) AD(       ) 2
 FE2234  NAD 27      -  35 55 22.94700(N)    088 28 46.81500(W) AD(       ) 2
 FE2234  NGVD 29 (07/19/86)  182.28   (m)          598.0    (f) LEVELING    3  
 FE2234
 FE2234.Superseded values are not recommended for survey control.
 FE2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2234.See file dsdata.txt to determine how the superseded data were derived.
 FE2234
 FE2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6650276431(NAD 83)
 FE2234_MARKER: DS = TRIANGULATION STATION DISK
 FE2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2234
 FE2234  HISTORY     - Date     Condition        Report By
 FE2234  HISTORY     - 1934     MONUMENTED       CGS
 FE2234  HISTORY     - 1958     GOOD             CGS
 FE2234  HISTORY     - 1972     GOOD             TVA
 FE2234
 FE2234                          STATION DESCRIPTION
 FE2234
 FE2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2234'ABOUT 6 MILES SOUTHWEST OF HUNTINGDON AND 1 MILE BY ROAD SOUTHEAST OF
 FE2234'LERCH. TO REACH STATION FROM CARROLL COUNTY COURTHOUSE AT
 FE2234'HUNTINGDON, GO SOUTHWEST 5.9 MILES ON U.S. ROUTE 70 (OR ABOUT 100
 FE2234'YARDS BEYOND STORE AND GULF FILLING STATION OF MR. GOLDRUN) AND
 FE2234'TURN LEFT ONTO DIRT ROAD, GO 0.2 MILE AND TAKE LEFT FORK, CONTINUE
 FE2234'0.8 MILE TO FORKS, AND THEN TURN LEFT INTO ROBERT ANDERSONS
 FE2234'PROPERTY AND STATION ON RIGHT. STATION IS IN CULTIVATED FIELD, ABOUT
 FE2234'250 FEET SOUTHWEST OF ANDERSONS HOME, 92.4 FEET WEST-NORTHWEST
 FE2234'OF SOUTHWEST CORNER OF BARN, AND 30 FEET SOUTH-SOUTHEAST OF
 FE2234'CENTER LINE OF ROAD FORKS. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2234'DISK STATION MARKS IN CONCRETE.  UPPER MARK
 FE2234'PROJECTS 6 INCHES ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE
 FE2234'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS AT WESTERN
 FE2234'EDGE OF GARDEN, ON EAST BANK OF AND 18 FEET EAST OF CENTER LINE OF
 FE2234'ROAD, 45 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF ANDERSONS HOME,
 FE2234'AND 234.32 FEET FROM STATION. NO. 2 IS ON
 FE2234'NORTH BANK OF AND 18 FEET NORTH-NORTHEAST OF CENTER LINE OF
 FE2234'DIRT ROAD AND 176.77 FEET FROM STATION.
 FE2234'AZIMUTH MARK IS 20 FEET EAST OF CENTER LINE OF ROAD, 30 FEET
 FE2234'NORTHWEST OF RAIL FENCE, 10 FEET NORTH OF 15-INCH OAK STUMP,
 FE2234'AND ABOUT 0.45 MILE FROM STATION.
 FE2234
 FE2234                          STATION RECOVERY (1958)
 FE2234
 FE2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2234'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 FE2234'GOOD CONDITION. THE AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK
 FE2234'AND REFERENCE MARK 3 WERE ESTABLISHED BY THIS PARTY AT THIS TIME. THE
 FE2234'OLD REFERENCE POINTS WERE CHECKED AND NEW REFERENCE POINTS WERE
 FE2234'ADDED. THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2
 FE2234'CHECKED. THE PROPERTY OWNER HAS CHANGED FROM MR. ROBERT
 FE2234'ANDERSON TO MR. JOE BAKER. A COMPLETE NEW DESCRIPTION AND TO REACH
 FE2234'FOLLOWS.
 FE2234'
 FE2234'THE STATION IS ABOUT 7 MILES SOUTHEAST OF MC LEMORESVILLE, ABOUT 6
 FE2234'MILES SOUTHWEST OF HUNTINGDON AND ON THE PROPERTY OF MR. JOE BAKER.
 FE2234'IT IS 169 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 96
 FE2234'FEET EAST OF A POWERLINE POLE, 32 FEET SOUTH OF THE CENTERLINE OF A
 FE2234'GRAVELED ROAD AND 8 FEET SOUTH OF A WHITE WITNESS POST. THE MONUMENT
 FE2234'PROJECTS 12 INCHES AND THE DISK IS STAMPED ANDERSON 1934.
 FE2234'
 FE2234'TO REACH THE STATION FROM THE SOUTHWEST SIDE OF THE COURTHOUSE IN
 FE2234'HUNTINGDON, GO SOUTHWEST ON U.S. HIGHWAY 70, 70A AND STATE
 FE2234'HIGHWAY 77 FOR 0.6 MILE TO THEIR JUNCTION. CONTINUE AHEAD SOUTHWEST
 FE2234'ON HIGHWAY 70 FOR 5.2 MILES TO A SIDE ROAD LEFT, JUST AFTER PASSING
 FE2234'A STORE AND SERVICE STATION ON THE RIGHT. TURN LEFT ON GRAVELED ROAD
 FE2234'AND GO FOR 0.2 MILE TO A FORK. TAKE LEFT FORK AND GO FOR 0.7 MILE
 FE2234'TO A FORK. TAKE LEFT FORK AND GO EAST FOR 0.05 MILE TO THE STATION ON
 FE2234'THE RIGHT.
 FE2234'
 FE2234'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD
 FE2234'FOR 0.05 MILE TO A REVERSE Y-FORK. TURN LEFT AND GO SOUTH AND WEST ON
 FE2234'A GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2234'
 FE2234'REFERENCE MARK 1 IS 47 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 FE2234'HOUSE, 20 FEET NORTHWEST OF A 24 INCH TREE AND 19 FEET EAST OF THE
 FE2234'CENTERLINE OF A GRAVELED ROAD. THE MONUMENT PROJECTS 12 INCHES AND
 FE2234'THE DISK IS STAMPED ANDERSON NO 1 1934.
 FE2234'
 FE2234'REFERENCE MARK 2 IS 40 FEET NORTHEAST OF THE CENTER OF A
 FE2234'Y-INTERSECTION, 19 FEET SOUTH OF A POWERLINE POLE WITH A
 FE2234'TRANSFORMER AND 16 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.
 FE2234'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED ANDERSON
 FE2234'NO 2 1934.
 FE2234'
 FE2234'REFERENCE MARK 3 IS 60 FEET NORTHEAST OF THE CENTER OF A
 FE2234'Y-INTERSECTION, 34 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD
 FE2234'AND 1 FOOT EAST OF A POWERLINE POLE WITH A TRANSFORMER.  THE MONUMENT
 FE2234'IS FLUSH AND THE DISK IS STAMPED ANDERSON NO 3 1934.
 FE2234'
 FE2234'THE AZIMUTH MARK IS 83 FEET WEST OF TELEPHONE POLE NO 19, 22 FEET
 FE2234'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET NORTHEAST
 FE2234'OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2234'STAMPED ANDERSON 1934 RESET 1958.
 FE2234'
 FE2234'HEIGHT OF LIGHT 34 METERS.
 FE2234
 FE2234                          STATION RECOVERY (1972)
 FE2234
 FE2234'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2234'CONDITION OF POINT WHEN FOUND GOOD.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON 1934.
 FE2234'
 FE2234'ADD TO DESCRIPTION--
 FE2234'95.0 N 55 E FROM A POWER POLE.
 FE2234'
 FE2234'TVA POST AND SIGN SET.
 FE2234'
 FE2234'ANDERSON AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON 1934
 FE2234'RESET 1958 (AZIMUTH).
 FE2234'
 FE2234'ADD TO DESCRIPTION--
 FE2234'42.6 S 40 E FROM A 14 INCH PINE.
 FE2234'
 FE2234'TVA SIGN AND POST SET.
 FE2234'
 FE2234'ADERSON RM 1-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON NO. 1
 FE2234'1934.
 FE2234'
 FE2234'DESTROYED.
 FE2234'
 FE2234'ANDERSON RM 2-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON NO. 2
 FE2234'1934.
 FE2234'
 FE2234'DESTROYED.
 FE2234'
 FE2234'ANDERSON RM 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON NO. 3
 FE2234'1934.
 FE2234'
 FE2234'STATION IS 2.5 FT EAST OF A POWERLINE TRANSFORMER POLE.
 FE2234'
 FE2234'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MI. SW OF HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0539 ***********************************************************************
 FC0539  DESIGNATION -  ANDERSON AZ MK
 FC0539  PID         -  FC0539
 FC0539  STATE/COUNTY-  TN/MCMINN
 FC0539  USGS QUAD   -  RICEVILLE (1990)
 FC0539
 FC0539                         *CURRENT SURVEY CONTROL
 FC0539  ___________________________________________________________________
 FC0539* NAD 83(1986)-  35 27 40.     (N)    084 39 56.     (W)     SCALED    
 FC0539* NAVD 88     -       285.756  (meters)     937.52   (feet)  ADJUSTED  
 FC0539  ___________________________________________________________________
 FC0539  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0539  DYNAMIC HT  -         285.477 (meters)     936.60  (feet)  COMP
 FC0539  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0539
 FC0539  VERT ORDER  -  SECOND    CLASS 0
 FC0539
 FC0539.The horizontal coordinates were scaled from a topographic map and have
 FC0539.an estimated accuracy of +/- 6 seconds.
 FC0539
 FC0539.The orthometric height was determined by differential leveling
 FC0539.and adjusted by the National Geodetic Survey in June 1991..
 FC0539
 FC0539.The geoid height was determined by GEOID03.
 FC0539
 FC0539.The dynamic height is computed by dividing the NAVD 88
 FC0539.geopotential number by the normal gravity value computed on the
 FC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0539.degrees latitude (g = 980.6199 gals.).
 FC0539
 FC0539.The modeled gravity was interpolated from observed gravity values.
 FC0539
 FC0539;                    North         East    Units  Estimated Accuracy
 FC0539;SPC TN       -   125,950.      721,120.      MT  (+/- 180 meters Scaled)
 FC0539
 FC0539                          SUPERSEDED SURVEY CONTROL
 FC0539
 FC0539  NGVD 29 (??/??/92)  285.824  (m)          937.74   (f) ADJ UNCH    2 0
 FC0539
 FC0539.Superseded values are not recommended for survey control.
 FC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0539.See file dsdata.txt to determine how the superseded data were derived.
 FC0539
 FC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE118266(NAD 83)
 FC0539_MARKER: DZ = AZIMUTH MARK DISK
 FC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0539_STAMPING: ANDERSON 1961
 FC0539_MARK LOGO: CGS   
 FC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0539+STABILITY: SURFACE MOTION
 FC0539
 FC0539  HISTORY     - Date     Condition        Report By
 FC0539  HISTORY     - 1961     MONUMENTED       CGS
 FC0539  HISTORY     - 1964     GOOD             NGS
 FC0539  HISTORY     - 1969     GOOD             USGS
 FC0539
 FC0539                          STATION DESCRIPTION
 FC0539
 FC0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0539'2.6 MI W FROM ATHENS.
 FC0539'THIS MARK IS LOCATED 0.6 MILE WEST OF THE ANDERSON 1961 STATION
 FC0539'SITE AT A Y INTERSECTION, 33 FEET NORTH OF THE APPROXIMATE CENTER
 FC0539'OF A GRAVELED ROAD LEADING LEFT, 28 FEET SOUTH OF THE APPROXIMATE
 FC0539'CENTER OF A GRAVELED ROAD LEADING RIGHT, 2.4 FEET EAST OF A
 FC0539'WITNESS SIGN.  THE DISK IS SET IN A SQUARE CONCRETE MONUMENT,
 FC0539'PROJECTING ONE INCH.
 FC0539
 FC0539                          STATION RECOVERY (1964)
 FC0539
 FC0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0539'RECOVERED IN GOOD CONDITION.
 FC0539
 FC0539                          STATION RECOVERY (1969)
 FC0539
 FC0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0539'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0539'ROUTE 30 AT THE WEST EDGE OF ATHENS, GO NORTHWESTERLY ON STATE ROUTE
 FC0539'30 FOR 1.4 MILES TO AN OILED CROSSROAD. HERE TURN LEFT AND GO
 FC0539'WESTERLY ON THE OILED ROAD FOR 0.7 OF A MILE TO A GRAVELED CROSSROAD,
 FC0539'CONTINUE WESTERLY ON THE OILED ROAD FOR 0.6 OF A MILE TO A "Y"
 FC0539'INTERSECTION WITH A GRAVELED ROAD AND THE MARK IN THIS "Y". THE MARK
 FC0539'IS ABOUT 0.6 OF A MILE WEST OF THE ANDERSON 1961 TRAVERSE STATION
 FC0539'SITE, 48 FEET WEST-SOUTHWEST OF THE APPROXIMATE INTERSECTION OF THE
 FC0539'OILED ROAD AND THE GRAVELED ROAD, 33 FEET WEST OF THE APPROXIMATE
 FC0539'CENTER OF THE GRAVELED ROAD, 28 FEET SOUTH OF THE APPROXIMATE CENTER
 FC0539'OF THE OILED ROAD, AND 2.4 FEET EAST OF A METAL WITNESS POST AND
 FC0539'SIGN. IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 FC0539'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON
 FC0539'1961. THE DISK IS STAMPED ANDERSON 1961. OF A 10-INCH, SQUARE, FLUSH,
 FC0539'CONCRETE MONUMENT AND THIS MARK IS AT THE ANDERSON 1961 TRAVERSE
 FC0539'STATION SITE, 108.38 FEET SOUTHWEST OF ANDERSON R.M. 1, 89 FEET WEST
 FC0539'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 73 FEET WEST OF A "T"
 FC0539'FENCE CORNER POST, 64.97 FEET WEST OF ANDERSON 1961, 33 FEET WEST OF
 FC0539'A 12-INCH YELLOW PINE TREE, 1.9 FEET EAST OF A 12-INCH YELLOW PINE
 FC0539'TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0536 ***********************************************************************
 FC0536  DESIGNATION -  ANDERSON RM 1
 FC0536  PID         -  FC0536
 FC0536  STATE/COUNTY-  TN/MCMINN
 FC0536  USGS QUAD   -  RICEVILLE (1990)
 FC0536
 FC0536                         *CURRENT SURVEY CONTROL
 FC0536  ___________________________________________________________________
 FC0536* NAD 83(1986)-  35 27 41.     (N)    084 39 22.     (W)     SCALED    
 FC0536* NAVD 88     -       269.486  (meters)     884.14   (feet)  ADJUSTED  
 FC0536  ___________________________________________________________________
 FC0536  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0536  DYNAMIC HT  -         269.222 (meters)     883.27  (feet)  COMP
 FC0536  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0536
 FC0536  VERT ORDER  -  SECOND    CLASS 0
 FC0536
 FC0536.The horizontal coordinates were scaled from a topographic map and have
 FC0536.an estimated accuracy of +/- 6 seconds.
 FC0536
 FC0536.The orthometric height was determined by differential leveling
 FC0536.and adjusted by the National Geodetic Survey in June 1991..
 FC0536
 FC0536.The geoid height was determined by GEOID03.
 FC0536
 FC0536.The dynamic height is computed by dividing the NAVD 88
 FC0536.geopotential number by the normal gravity value computed on the
 FC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0536.degrees latitude (g = 980.6199 gals.).
 FC0536
 FC0536.The modeled gravity was interpolated from observed gravity values.
 FC0536
 FC0536;                    North         East    Units  Estimated Accuracy
 FC0536;SPC TN       -   126,000.      721,980.      MT  (+/- 180 meters Scaled)
 FC0536
 FC0536                          SUPERSEDED SURVEY CONTROL
 FC0536
 FC0536  NGVD 29 (??/??/92)  269.554  (m)          884.36   (f) ADJ UNCH    2 0
 FC0536
 FC0536.Superseded values are not recommended for survey control.
 FC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0536.See file dsdata.txt to determine how the superseded data were derived.
 FC0536
 FC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126267(NAD 83)
 FC0536_MARKER: DR = REFERENCE MARK DISK
 FC0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0536_STAMPING: ANDERSON NO 1 1961
 FC0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0536+STABILITY: SURFACE MOTION
 FC0536
 FC0536  HISTORY     - Date     Condition        Report By
 FC0536  HISTORY     - 1961     MONUMENTED       CGS
 FC0536  HISTORY     - 1964     GOOD             NGS
 FC0536  HISTORY     - 1969     GOOD             USGS
 FC0536
 FC0536                          STATION DESCRIPTION
 FC0536
 FC0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0536'2 MI W FROM ATHENS.
 FC0536'THIS MARK IS LOCATED AT THE ANDERSON 1961 STATION SITE, 71.7
 FC0536'FEET NORTH OF THE STATION MARK, 14 FEET WEST OF THE APPROXIMATE
 FC0536'CENTER LINE OF GRAVELED ROAD, AND ONE FOOT WEST OF A FENCE.  THE
 FC0536'DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FC0536
 FC0536                          STATION RECOVERY (1964)
 FC0536
 FC0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0536'RECOVERED IN GOOD CONDITION.
 FC0536
 FC0536                          STATION RECOVERY (1969)
 FC0536
 FC0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0536'THIS MARK IS AT THE ANDERSON 1961 TRAVERSE STATION SITE, 108.38 FEET
 FC0536'NORTHEAST OF ANDERSON R.M. 2, 82 FEET NORTH OF A "T" FENCE CORNER
 FC0536'POST, TREE, 13 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0536'ROAD, AND 1.5 FEET WEST OF A WOVEN WIRE FENCE AND METAL WITNESS POST
 FC0536'AND SIGN. IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC0536'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC0536'ANDERSON RM 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0538 ***********************************************************************
 FC0538  DESIGNATION -  ANDERSON RM 2
 FC0538  PID         -  FC0538
 FC0538  STATE/COUNTY-  TN/MCMINN
 FC0538  USGS QUAD   -  RICEVILLE (1990)
 FC0538
 FC0538                         *CURRENT SURVEY CONTROL
 FC0538  ___________________________________________________________________
 FC0538* NAD 83(1986)-  35 27 41.     (N)    084 39 23.     (W)     SCALED    
 FC0538* NAVD 88     -       270.786  (meters)     888.40   (feet)  ADJUSTED  
 FC0538  ___________________________________________________________________
 FC0538  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0538  DYNAMIC HT  -         270.522 (meters)     887.54  (feet)  COMP
 FC0538  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0538
 FC0538  VERT ORDER  -  SECOND    CLASS 0
 FC0538
 FC0538.The horizontal coordinates were scaled from a topographic map and have
 FC0538.an estimated accuracy of +/- 6 seconds.
 FC0538
 FC0538.The orthometric height was determined by differential leveling
 FC0538.and adjusted by the National Geodetic Survey in June 1991..
 FC0538
 FC0538.The geoid height was determined by GEOID03.
 FC0538
 FC0538.The dynamic height is computed by dividing the NAVD 88
 FC0538.geopotential number by the normal gravity value computed on the
 FC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0538.degrees latitude (g = 980.6199 gals.).
 FC0538
 FC0538.The modeled gravity was interpolated from observed gravity values.
 FC0538
 FC0538;                    North         East    Units  Estimated Accuracy
 FC0538;SPC TN       -   125,990.      721,960.      MT  (+/- 180 meters Scaled)
 FC0538
 FC0538                          SUPERSEDED SURVEY CONTROL
 FC0538
 FC0538  NGVD 29 (??/??/92)  270.855  (m)          888.63   (f) ADJ UNCH    2 0
 FC0538
 FC0538.Superseded values are not recommended for survey control.
 FC0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0538.See file dsdata.txt to determine how the superseded data were derived.
 FC0538
 FC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126267(NAD 83)
 FC0538_MARKER: DR = REFERENCE MARK DISK
 FC0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0538_STAMPING: ANDERSON NO 2 1961
 FC0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0538+STABILITY: SURFACE MOTION
 FC0538
 FC0538  HISTORY     - Date     Condition        Report By
 FC0538  HISTORY     - 1961     MONUMENTED       CGS
 FC0538  HISTORY     - 1964     GOOD             NGS
 FC0538
 FC0538                          STATION DESCRIPTION
 FC0538
 FC0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0538'2 MI W FROM ATHENS.
 FC0538'THIS MARK IS LOCATED AT THE ANDERSON 1961 STATION SITE, 65.0 FEET
 FC0538'WEST OF THE STATION MARK, 75 FEET WEST OF THE SOUTHEAST FENCE
 FC0538'CORNER POST OF THE CULTIVATED FIELD, 1.0 FEET NORTH OF A FENCE.
 FC0538'THE DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 FC0538'GROUND.
 FC0538
 FC0538                          STATION RECOVERY (1964)
 FC0538
 FC0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1661 ***********************************************************************
 GD1661  DESIGNATION -  ANTIO
 GD1661  PID         -  GD1661
 GD1661  STATE/COUNTY-  TN/OBION
 GD1661  USGS QUAD   -  HORNBEAK (1983)
 GD1661
 GD1661                         *CURRENT SURVEY CONTROL
 GD1661  ___________________________________________________________________
 GD1661* NAD 83(1995)-  36 20 47.66584(N)    089 19 02.25738(W)     ADJUSTED  
 GD1661* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 GD1661  ___________________________________________________________________
 GD1661  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GD1661  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1661
 GD1661  HORZ ORDER  -  THIRD
 GD1661
 GD1661.The horizontal coordinates were established by classical geodetic methods
 GD1661.and adjusted by the National Geodetic Survey in April 1999..
 GD1661
 GD1661.The orthometric height was scaled from a topographic map.
 GD1661
 GD1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1661
 GD1661.The geoid height was determined by GEOID03.
 GD1661
 GD1661;                    North         East     Units Scale Factor Converg.
 GD1661;SPC TN       -   228,417.057   302,275.233   MT  0.99998832   -1 56 31.5
 GD1661;SPC TN       -   749,398.29    991,714.66   sFT  0.99998832   -1 56 31.5
 GD1661;UTM  16      - 4,024,882.771   292,048.458   MT  1.00013283   -1 22 26.0
 GD1661
 GD1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1661!SPC TN       -   0.99998183  x   0.99998832  =   0.99997015
 GD1661!UTM  16      -   0.99998183  x   1.00013283  =   1.00011466
 GD1661
 GD1661|---------------------------------------------------------------------|
 GD1661| PID    Reference Object                     Distance      Geod. Az  |
 GD1661|                                                           dddmmss.s |
 GD1661| CG3136 ANTIO RM 1                           26.910 METERS 09132     |
 GD1661| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 3.8 KM 0934059.2 |
 GD1661| CG3137 ANTIO RM 2                           19.578 METERS 18657     |
 GD1661| CG3135 ANTIO AZ MK                                        2354235.4 |
 GD1661|---------------------------------------------------------------------|
 GD1661
 GD1661                          SUPERSEDED SURVEY CONTROL
 GD1661
 GD1661  NAD 83(1995)-  36 20 47.67008(N)    089 19 02.25637(W) AD(       ) 3
 GD1661  NAD 83(1995)-  36 20 47.67238(N)    089 19 02.25662(W) AD(       ) 3
 GD1661  NAD 83(1986)-  36 20 47.67762(N)    089 19 02.25658(W) AD(       ) 3
 GD1661  NAD 27      -  36 20 47.43500(N)    089 19 02.00210(W) AD(       ) 3
 GD1661
 GD1661.Superseded values are not recommended for survey control.
 GD1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1661.See file dsdata.txt to determine how the superseded data were derived.
 GD1661
 GD1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9204824883(NAD 83)
 GD1661_MARKER: DS = TRIANGULATION STATION DISK
 GD1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1661
 GD1661  HISTORY     - Date     Condition        Report By
 GD1661  HISTORY     - 1959     MONUMENTED       CGS
 GD1661  HISTORY     - 1967     GOOD             CGS
 GD1661
 GD1661                          STATION DESCRIPTION
 GD1661
 GD1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1661'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF HORNBEAK, ABOUT 8 MILES
 GD1661'EAST OF TIPTONVILLE AND ON ROAD RIGHT-OF-WAY.  IT IS 93.5 FEET SOUTH
 GD1661'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 48 FEET NORTHWEST OF THE
 GD1661'INTERSECTION OF STATE HIGHWAY 21 AND A GRAVELED ROAD NORTH, 41
 GD1661'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 35 FEET NORTH OF
 GD1661'THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A WIRE FENCE AND
 GD1661'6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 GD1661'AND THE DISK IS STAMPED ANTIO 1959.
 GD1661'
 GD1661'TO REACH THE STATION FROM THE HORNBEAK SCHOOL IN THE NORTHWEST
 GD1661'SECTION OF HORNBEAK, GO NORTHWEST AND WEST ON STATE HIGHWAY 21 FOR
 GD1661'1.5 MILES TO A GRAVELED SIDEROAD RIGHT AND THE STATION ON THE RIGHT
 GD1661'AS DESCRIBED.
 GD1661'
 GD1661'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON HIGHWAY
 GD1661'21 FOR 0.2 MILE TO THE HOME OF MRS. EARL DAVIS ON THE LEFT AND THE
 GD1661'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1661'
 GD1661'REFERENCE MARK 1 IS 69 FEET NORTHEAST OF THE INTERSECTION, 29 FEET
 GD1661'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 18 FEET SOUTHEAST OF A
 GD1661'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ANTIO NO
 GD1661'1 1959.
 GD1661'
 GD1661'REFERENCE MARK 2 IS 47 FEET SOUTHWEST OF THE INTERSECTION, 25 FEET
 GD1661'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A FENCE.
 GD1661'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTIO NO 2
 GD1661'1959.
 GD1661'
 GD1661'THE AZIMUTH MARK IS 91 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1661'DAVIS HOUSE, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 GD1661'SOUTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCE AND ON
 GD1661'PROPERTY OWNED BY MRS. EARL DAVIS.  THE MONUMENT IS FLUSH AND THE
 GD1661'DISK IS STAMPED ANTIO 1959.
 GD1661'
 GD1661'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1661
 GD1661                          STATION RECOVERY (1967)
 GD1661
 GD1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1661'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1661'CONDITION.
 GD1661'
 GD1661'DUE TO CHANGES IN THE HIGHWAYS, THE ORIGINAL TO-REACH IS NO LONGER
 GD1661'COMPLETELY ADEQUATE.
 GD1661'
 GD1661'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1661'
 GD1661'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF STATE ROUTE 21,
 GD1661'ABOUT 8 MILES EAST OF TIPTONVILLE AND 1-1/2 MILES NORTHWEST OF
 GD1661'HORNBEAK.
 GD1661'
 GD1661'TO REACH THE STATION FROM THE HORNBEAK PUBLIC SCHOOL IN HORNBEAK, GO
 GD1661'NORTHWEST AND WEST ON STATE ROUTE 21 FOR 1.5 MILES TO A PAVED ROAD
 GD1661'ON THE RIGHT AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 GD1661'
 GD1661'THE STATION IS 93.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 GD1661'HOUSE, 48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GD1661'INTERSECTION OF STATE ROUTE 21 AND THE PAVED ROAD RIGHT, 41 FEET WEST
 GD1661'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 35 FEET NORTH OF
 GD1661'THE APPROXIMATE CENTER OF STATE ROUTE 21, 25 FEET SOUTH OF A FENCE
 GD1661'CORNER, AND 0.8 OF A FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST
 GD1661'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1661'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GD1661'STAMPED ANTIO 1959.
 GD1661'
 GD1661'REFERENCE MARK NO. 1 IS 69 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GD1661'OF THE INTERSECTION OF THE ROADS, 29 FEET NORTH OF THE APPROXIMATE
 GD1661'CENTER OF STATE ROUTE 21 AND 18 FEET SOUTHEAST OF A POWERLINE POLE.
 GD1661'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE
 GD1661'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ANTIO NO 1 1959.
 GD1661'
 GD1661'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD1661'OF THE INTERSECTION OF THE ROADS, 25 FEET SOUTH OF THE APPROXIMATE
 GD1661'CENTER OF STATE ROUTE 21 AND 1 FOOT NORTH OF A FENCE.  IT IS A
 GD1661'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1661'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ANTIO NO 2
 GD1661'1959.
 GD1661'
 GD1661'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1661'REFERENCE MARK NO. 2 IS 113.94 FEET - 34.728 METERS.
 GD1661'
 GD1661'THE AZIMUTH MARK IS 91 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1661'FARM HOUSE, 40 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1661'21, 3 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCE, AND
 GD1661'UNDER A DENSE MULTIFLORA ROSE HEDGE ON THE PROPERTY OF MRS. EARL
 GD1661'DAVIS.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1661'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ANTIO
 GD1661'1959.
 GD1661'
 GD1661'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST AND
 GD1661'SOUTHWEST ON STATE ROUTE 21 FOR 0.2 MILE TO THE HOME OF MRS. EARL
 GD1661'DAVIS ON THE LEFT AND THE MARK AS DESCRIBED.  NO METAL WITNESS POST
 GD1661'WAS SET AT THE AZIMUTH MARK AS MRS. DAVIS DID NOT WANT IT IN HER
 GD1661'YARD AND IT WAS NOT POSSIBLE TO GET INTO THE FENCE WEST OF THE MARK
 GD1661'TO SET IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2405 ***********************************************************************
 GB2405  DESIGNATION -  ANTIOCH
 GB2405  PID         -  GB2405
 GB2405  STATE/COUNTY-  TN/JACKSON
 GB2405  USGS QUAD   -  BURRISTOWN (1979)
 GB2405
 GB2405                         *CURRENT SURVEY CONTROL
 GB2405  ___________________________________________________________________
 GB2405* NAD 83(1995)-  36 23 47.93110(N)    085 30 04.14651(W)     ADJUSTED  
 GB2405* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 GB2405  ___________________________________________________________________
 GB2405  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GB2405  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB2405
 GB2405  HORZ ORDER  -  SECOND
 GB2405
 GB2405.The horizontal coordinates were established by classical geodetic methods
 GB2405.and adjusted by the National Geodetic Survey in April 1999..
 GB2405
 GB2405.The orthometric height was scaled from a topographic map.
 GB2405
 GB2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2405
 GB2405.The geoid height was determined by GEOID03.
 GB2405
 GB2405;                    North         East     Units Scale Factor Converg.
 GB2405;SPC TN       -   229,041.274   644,751.331   MT  0.99999651   +0 17 31.4
 GB2405;SPC TN       -   751,446.25  2,115,321.66   sFT  0.99999651   +0 17 31.4
 GB2405;UTM  16      - 4,028,987.269   634,412.493   MT  0.99982260   +0 53 22.2
 GB2405
 GB2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2405!SPC TN       -   0.99995077  x   0.99999651  =   0.99994728
 GB2405!UTM  16      -   0.99995077  x   0.99982260  =   0.99977338
 GB2405
 GB2405|---------------------------------------------------------------------|
 GB2405| PID    Reference Object                     Distance      Geod. Az  |
 GB2405|                                                           dddmmss.s |
 GB2405| CG5468 ANTIOCH RM 3                         10.333 METERS 06131     |
 GB2405| CG5466 ANTIOCH RM 1                         34.640 METERS 08525     |
 GB2405| CG5467 ANTIOCH RM 2                         29.129 METERS 18526     |
 GB2405| CG5469 ANTIOCH RM 4                         13.912 METERS 22754     |
 GB2405| CG5465 ANTIOCH AZ MK 2                                    2354805.4 |
 GB2405| CG5464 ANTIOCH AZ MK                                      2372840.9 |
 GB2405|---------------------------------------------------------------------|
 GB2405
 GB2405                          SUPERSEDED SURVEY CONTROL
 GB2405
 GB2405  NAD 83(1995)-  36 23 47.93242(N)    085 30 04.14768(W) AD(       ) 2
 GB2405  NAD 83(1995)-  36 23 47.93867(N)    085 30 04.15074(W) AD(       ) 2
 GB2405  NAD 83(1986)-  36 23 47.94241(N)    085 30 04.15002(W) AD(       ) 2
 GB2405  NAD 27      -  36 23 47.72700(N)    085 30 04.25400(W) AD(       ) 2
 GB2405
 GB2405.Superseded values are not recommended for survey control.
 GB2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2405.See file dsdata.txt to determine how the superseded data were derived.
 GB2405
 GB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3441228987(NAD 83)
 GB2405_MARKER: DS = TRIANGULATION STATION DISK
 GB2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2405
 GB2405  HISTORY     - Date     Condition        Report By
 GB2405  HISTORY     - 1949     MONUMENTED       CGS
 GB2405  HISTORY     - 1975     GOOD             NGS
 GB2405
 GB2405                          STATION DESCRIPTION
 GB2405
 GB2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2405'STATION IS LOCATED ABOUT 10 MILES WEST OF LIVINGSTON AND 4 MILES
 GB2405'SOUTHWEST OF HILHAM. IT IS 32 FEET NORTH OF THE CENTER OF STATE
 GB2405'HIGHWAY NO. 85, 27 FEET EAST OF THE CENTER OF A DIRT ROAD AND 6 FEET
 GB2405'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK
 GB2405'IS STAMPED ANTIOCH 1949.
 GB2405'
 GB2405'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF HIGHWAY. THE
 GB2405'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTIOCH NO. 1
 GB2405'1949.
 GB2405'
 GB2405'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF HIGHWAY. THE
 GB2405'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTIOCH NO. 11
 GB2405'1949.
 GB2405'
 GB2405'AZIMUTH MARK IS 31 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO.
 GB2405'85 AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GB2405'2 INCHES AND THE DISK IS STAMPED ANTIOCH 1949.
 GB2405'
 GB2405'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2405'LIVINGSTON, GO SOUTHWEST ON STATE HIGHWAYS NO. 42 AND NO. 85 FOR 1
 GB2405'MILE TO THE INTERSECTION OF STATE HIGHWAYS NO. 42 AND NO. 85, TURN
 GB2405'RIGHT ON STATE HIGHWAY NO. 85 AND GO WEST FOR 11.55 MILES TO THE
 GB2405'STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE
 GB2405'AZIMUTH MARK ON THE LEFT.
 GB2405'
 GB2405'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2405
 GB2405                          STATION RECOVERY (1975)
 GB2405
 GB2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GB2405'THE STATION MARK WAS FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS
 GB2405'WERE FOUND DESTROYED BY ROAD WORK.  THE AZIMUTH MARK WAS NOT FOUND
 GB2405'AND ASSUMED TO HAVE BEEN DESTROYED BY THE ROAD WORK.  REFERENCE
 GB2405'MARKS 3 AND 4 ALONG WITH A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 GB2405'NEW DESCRIPTION FOLLOWS--
 GB2405'
 GB2405'THE STATION IS 48 FEET NORTHEAST OF A TELEPHONE POLE, 10 FEET EAST
 GB2405'OF A METAL WITNESS POST, 72 FEET SOUTHWEST OF POWER POLE NO. 82
 GB2405'AND 32 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 GB2405'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ANTIOCH 1949.
 GB2405'
 GB2405'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND
 GB2405'85 AT HILLMAN, GO WESTERLY ON HIGHWAY 85 FOR 4.25 MILES TO THE
 GB2405'STATION ON THE RIGHT.  CONTINUE SOUTHWESTERLY ON THE HIGHWAY FOR
 GB2405'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2405'
 GB2405'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GB2405'ANTIOCH 1949 NO 3 1975, PROJECTING 3 INCHES, 24 FEET NORTH OF THE
 GB2405'CENTERLINE OF THE HIGHWAY, 6 INCHES, SOUTHWEST OF A METAL WITNESS
 GB2405'POST AND 46 FEET SOUTH OF POWER POLE NO. 82.
 GB2405'
 GB2405'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GB2405'ANTIOCH 1949 NO 4 1975, PROJECTING 2 INCHES, 3 FEET EAST OF A
 GB2405'TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 34
 GB2405'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GB2405'
 GB2405'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 GB2405'2 INCHES, 7 FEET NORTHEAST OF A FENCE, 15 FEET NORTHWEST
 GB2405'OF A 16 INCH LOCUST TREE, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 GB2405'30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE DISK IS
 GB2405'STAMPED ANTIOCH 1949 AZ 1975.
 GB2405'
 GB2405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GB2405'SOUTHWEST OF HILLMAN.
 GB2405'
 GB2405'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4379 ***********************************************************************
 AA4379  SACS        -  This is a Secondary Airport Control Station.
 AA4379  DESIGNATION -  AP 1972 STA B M81
 AA4379  PID         -  AA4379
 AA4379  STATE/COUNTY-  TN/RUTHERFORD
 AA4379  USGS QUAD   -  LA VERGNE (1983)
 AA4379
 AA4379                         *CURRENT SURVEY CONTROL
 AA4379  ___________________________________________________________________
 AA4379* NAD 83(1995)-  36 00 02.47535(N)    086 30 41.67492(W)     ADJUSTED  
 AA4379* NAVD 88     -       157.21   (+/-2cm)     515.8    (feet)  VERTCON   
 AA4379  ___________________________________________________________________
 AA4379  X           -     314,338.443 (meters)                     COMP
 AA4379  Y           -  -5,156,485.645 (meters)                     COMP
 AA4379  Z           -   3,728,328.843 (meters)                     COMP
 AA4379  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA4379  ELLIP HEIGHT-         128.35  (meters)          (02/25/99) GPS OBS
 AA4379  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AA4379
 AA4379  HORZ ORDER  -  FIRST
 AA4379  VERT ORDER  -  THIRD ? (See Below)
 AA4379  ELLP ORDER  -  FOURTH    CLASS II
 AA4379
 AA4379.This mark is at Smyrna Airport (MQY)
 AA4379
 AA4379.The horizontal coordinates were established by GPS observations
 AA4379.and adjusted by the National Geodetic Survey in February 1999..
 AA4379
 AA4379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4379
 AA4379.GPS derived orthometric heights for airport stations designated as
 AA4379.PACS or SACS are published to 2 decimal places.  This maintains
 AA4379.centimeter relative accuracy between the PACS and SACS.  It does
 AA4379.not indicate centimeter accuracy relative to other marks which are
 AA4379.part of the NAVD 88 network.
 AA4379.The vertical order pertains to the NGVD 29 superseded value.
 AA4379
 AA4379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4379
 AA4379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4379
 AA4379.The ellipsoidal height was determined by GPS observations
 AA4379.and is referenced to NAD 83.
 AA4379
 AA4379.The geoid height was determined by GEOID03.
 AA4379
 AA4379;                    North         East     Units Scale Factor Converg.
 AA4379;SPC TN       -   185,112.282   553,877.184   MT  0.99995261   -0 17 58.2
 AA4379;SPC TN       -   607,322.55  1,817,178.73   sFT  0.99995261   -0 17 58.2
 AA4379;UTM  16      - 3,984,135.006   544,020.245   MT  0.99962388   +0 17 13.6
 AA4379
 AA4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4379!SPC TN       -   0.99997986  x   0.99995261  =   0.99993247
 AA4379!UTM  16      -   0.99997986  x   0.99962388  =   0.99960374
 AA4379
 AA4379                          SUPERSEDED SURVEY CONTROL
 AA4379
 AA4379  NAD 83(1995)-  36 00 02.47720(N)    086 30 41.67854(W) AD(       ) 1
 AA4379  NAD 83(1995)-  36 00 02.47721(N)    086 30 41.67854(W) AD(       ) 1
 AA4379  ELLIP H (09/30/94)  128.30   (m)                       GP(       ) 4 2
 AA4379  NGVD 29 (09/30/94)  157.23   (m)          515.8    (f) LEVELING    3  
 AA4379
 AA4379.Superseded values are not recommended for survey control.
 AA4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4379.See file dsdata.txt to determine how the superseded data were derived.
 AA4379
 AA4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4402084135(NAD 83)
 AA4379_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4379_SP_SET: CONCRETE POST
 AA4379_STAMPING: AP 1972 STA B M81
 AA4379_MARK LOGO: NGS   
 AA4379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4379+STABILITY: SURFACE MOTION
 AA4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4379+SATELLITE: SATELLITE OBSERVATIONS - 1972
 AA4379
 AA4379  HISTORY     - Date     Condition        Report By
 AA4379  HISTORY     - 1972     MONUMENTED       NGS
 AA4379  HISTORY     - 19920630 GOOD             NGS
 AA4379
 AA4379                          STATION DESCRIPTION
 AA4379
 AA4379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (REH)
 AA4379'STATION IS LOCATED ON THE SMYRNA AIRPORT IN SMYRNA, TENNESSEE. FROM
 AA4379'THE TERMINAL BUILDING PROCEED DUE WEST TO A TAXIWAY LEADING TO RUNWAY
 AA4379'END 32.  CROSS RUNWAY END TO STATION IN THE GRASS WEST OF THE SHOULDER
 AA4379'OF THE RUNWAY. IT IS 249.98 FT (76.19 M) SOUTHWEST OF THE CENTERLINE
 AA4379'END OF RUNWAY 32, 132.25 FT (40.31 M) SOUTH OF THE CENTER OF THE STEEL
 AA4379'TOP OF AN ELECTRICAL VAULT (VAULT IS LOCATED NORTH OF THE RUNWAY END
 AA4379'AND NEAR THE EDGE OF THE RUNWAY SHOULDER), 99.0 FT (30.2 M) SOUTHWEST
 AA4379'OF THE SOUTHWEST EDGE OF THE RUNWAY SHOULDER AND 54.3 FT (16.6 M)
 AA4379'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE PAD NEAR THE SOUTHWEST
 AA4379'CORNER OF SHOULDER PAVEMENT. ACCESS TO THE AIRPORT IS RESTRICTED.
 AA4379'CONTACT THE AIRPORT MANAGERS OFFICE TO ARRANGE ACCESS.  AIRPORT PHONE
 AA4379'NUMBER IS 615-459-2651.
 AA4379
 AA4379                          STATION RECOVERY (1992)
 AA4379
 AA4379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA4379'THE STATION IS LOCATED AT THE SOUTHEAST SECTION OF THE SMYRNA AIRPORT,
 AA4379'249.98 FEET (76.19 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 32,
 AA4379'132.35 FEET (40.34 M) SOUTH OF THE CENTER OF A STEEL TOP ON ELECTRICAL
 AA4379'VAULT FLUSH WITH GROUND, 99.0 FEET (30.2 M) SOUTHWEST OF THE SOUTHWEST
 AA4379'EDGE OF RUNWAY SHOULDER AND 54.3 FEET (16.6 M) SOUTHWEST OF THE
 AA4379'SOUTHWEST END OF ABANDONED CONCRETE THRESHOLD LIGHT BASE.  THE STATION
 AA4379'IS A STANDARD TOPOGRAPHIC DISK, STAMPED AP 1972 STA B M81, SET IN THE
 AA4379'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2457 ***********************************************************************
 FE2457  DESIGNATION -  APCO
 FE2457  PID         -  FE2457
 FE2457  STATE/COUNTY-  TN/LAUDERDALE
 FE2457  USGS QUAD   -  FOWLKES (1983)
 FE2457
 FE2457                         *CURRENT SURVEY CONTROL
 FE2457  ___________________________________________________________________
 FE2457* NAD 83(1995)-  35 53 22.31710(N)    089 23 36.98262(W)     ADJUSTED  
 FE2457* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 FE2457  ___________________________________________________________________
 FE2457  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE2457  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE2457
 FE2457  HORZ ORDER  -  THIRD
 FE2457
 FE2457.The horizontal coordinates were established by classical geodetic methods
 FE2457.and adjusted by the National Geodetic Survey in April 1999..
 FE2457
 FE2457.The orthometric height was scaled from a topographic map.
 FE2457
 FE2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2457
 FE2457.The geoid height was determined by GEOID03.
 FE2457
 FE2457;                    North         East     Units Scale Factor Converg.
 FE2457;SPC TN       -   177,970.373   293,670.845   MT  0.99994887   -1 59 12.3
 FE2457;SPC TN       -   583,891.13    963,485.10   sFT  0.99994887   -1 59 12.3
 FE2457;UTM  16      - 3,974,342.575   283,949.673   MT  1.00017520   -1 24 13.4
 FE2457
 FE2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2457!SPC TN       -   0.99998979  x   0.99994887  =   0.99993866
 FE2457!UTM  16      -   0.99998979  x   1.00017520  =   1.00016499
 FE2457
 FE2457|---------------------------------------------------------------------|
 FE2457| PID    Reference Object                     Distance      Geod. Az  |
 FE2457|                                                           dddmmss.s |
 FE2457| CG3138 APCO RM 1                            11.382 METERS 02328     |
 FE2457| FE0925 APCO AZ MK                                         1813958.4 |
 FE2457| FE2454 HALLS MUNICIPAL TANK                APPROX. 1.7 KM 1833527.9 |
 FE2457| FE2460 HALLS STACK                         APPROX. 1.8 KM 2551221.4 |
 FE2457| CG3139 APCO RM 2                            21.206 METERS 26318     |
 FE2457|---------------------------------------------------------------------|
 FE2457
 FE2457                          SUPERSEDED SURVEY CONTROL
 FE2457
 FE2457  NAD 83(1995)-  35 53 22.32204(N)    089 23 36.98358(W) AD(       ) 3
 FE2457  NAD 83(1986)-  35 53 22.32809(N)    089 23 36.98285(W) AD(       ) 3
 FE2457  NAD 27      -  35 53 22.06230(N)    089 23 36.72210(W) AD(       ) 3
 FE2457
 FE2457.Superseded values are not recommended for survey control.
 FE2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2457.See file dsdata.txt to determine how the superseded data were derived.
 FE2457
 FE2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8395074343(NAD 83)
 FE2457_MARKER: DS = TRIANGULATION STATION DISK
 FE2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2457_STAMPING: APCO 1959
 FE2457_MARK LOGO: CGS   
 FE2457_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2457
 FE2457  HISTORY     - Date     Condition        Report By
 FE2457  HISTORY     - 1959     MONUMENTED       CGS
 FE2457  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE2457  HISTORY     - 20000405 GOOD             NGS
 FE2457
 FE2457                          STATION DESCRIPTION
 FE2457
 FE2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2457'THE STATION IS ABOUT 0.8 MILE NORTH OF THE TOWN OF HALLS AND 5.5
 FE2457'MILES SOUTH OF FOUR POINTS, IN THE EAST RIGHT-OF- WAY OF U.S.
 FE2457'HIGHWAY 51. IT IS 4O FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 51,
 FE2457'46 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTERAL
 FE2457'RAILROAD TRACKS, 39 FEET SOUTHWEST OF A POWER POLE, 38 FEET SOUTHWEST
 FE2457'OF A WHITE WITNESS POST, AND 226 FEET SOUTHEAST OF THE
 FE2457'NORTHEAST CORNER OF A BRICK REA BUILDING. THE MONUMENT IS FLUSH AND
 FE2457'THE DISK IS STAMPED APCO 1959.
 FE2457'
 FE2457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2457'HIGHWAY 88 IN HALLS*, GO NORTH ON HIGHWAY 51 FOR 0.8 MILE TO
 FE2457'THE STATION ON THE RIGHT.
 FE2457'
 FE2457'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 88
 FE2457'WHICH IS TIGRETT STREET FOR 0.1 MILE ACROSS THE ILLINOIS
 FE2457'CENTRAL RAILROAD TRACKS TO KELTNER STREET. TURN LEFT AND GO NORTH ON
 FE2457'KELTNER STREET FOR 0.1 MILE TO AZIMUTH MARK ON THE LEFT.
 FE2457'
 FE2457'REFERENCE MARK 1 IS 1 FOOT WEST OF A WHITE WITNESS POST, 4 FEET WEST
 FE2457'OF A POWER POLE, 54 FEET EAST OF THE CENTERLINE OF
 FE2457'U.S. HIGHWAY 51, AND 33 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 FE2457'CENTRAL RAILROAD TRACKS. THE MONUMENT PROJECTS 1 INCH AND
 FE2457'THE DISK IS STAMPED APCO NO 1 1959.
 FE2457'
 FE2457'REFERENCE MARK 2 IS 26 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2457'51, 3 FEET NORTHWEST OF A POWER POLE, AND 8 FEET EAST OF A
 FE2457'4 INCH CONCRETE CURB. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2457'APCO NO 2 1959.
 FE2457'
 FE2457'THE AZIMUTH MARK IS 1 FOOT NORTH OF A GREEN RAILROAD BUILDING, 45
 FE2457'FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 FE2457'RAILROAD TRACKS, 15 FEET WEST OF THE CENTERLINE OF KELTNER STREET,
 FE2457'AND 2 FEET WEST OF A WHITE WITNESS POST. THE MONUMENT
 FE2457'PROJECTS 1 INCH AND THE DISK IS STAMPED APCO 1959.
 FE2457'
 FE2457'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FE2457
 FE2457                          STATION RECOVERY (1974)
 FE2457
 FE2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE2457'THE STATION AND REFERENCE MARKS WERE NOT LEVELED OVER DURING THE
 FE2457'1974 RELEVELING BECAUSE THEY WERE NOT NEAR THE PRESENT LINE.  THE
 FE2457'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 FE2457'
 FE2457'TO REACH GO 0.1 MILE EAST ALONG TIGRETT STREET FROM THE BAPTIST
 FE2457'CHURCH AT HALLS, THENCE 0.1 MILE NORTH ALONG KELTNER STREET.
 FE2457'
 FE2457'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED APCO 1959.
 FE2457'43.5 FEET WEST OF THE CENTER LINE OF THE STFEET, 15 FEET EAST OF
 FE2457'THE EAST RAIL OF A RAILROAD TRACK, 1.4 FEET NORTH OF A RAILROAD
 FE2457'BUILDING, 2.2 FEET WEST OF A WITNESS POST, IN A CONCRETE POST.
 FE2457'
 FE2457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILES NORTH
 FE2457'OF HALLS.
 FE2457
 FE2457                          STATION RECOVERY (2000)
 FE2457
 FE2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 FE2457'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0925 ***********************************************************************
 FE0925  DESIGNATION -  APCO AZ MK
 FE0925  PID         -  FE0925
 FE0925  STATE/COUNTY-  TN/LAUDERDALE
 FE0925  USGS QUAD   -  FOWLKES (1983)
 FE0925
 FE0925                         *CURRENT SURVEY CONTROL
 FE0925  ___________________________________________________________________
 FE0925* NAD 83(1986)-  35 52 42.     (N)    089 23 38.     (W)     SCALED    
 FE0925* NAVD 88     -        93.316  (meters)     306.15   (feet)  ADJUSTED  
 FE0925  ___________________________________________________________________
 FE0925  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0925  DYNAMIC HT  -          93.237 (meters)     305.90  (feet)  COMP
 FE0925  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FE0925
 FE0925  VERT ORDER  -  FIRST     CLASS I
 FE0925
 FE0925.The horizontal coordinates were scaled from a topographic map and have
 FE0925.an estimated accuracy of +/- 6 seconds.
 FE0925
 FE0925.The orthometric height was determined by differential leveling
 FE0925.and adjusted by the National Geodetic Survey in June 1991..
 FE0925
 FE0925.The geoid height was determined by GEOID03.
 FE0925
 FE0925.The dynamic height is computed by dividing the NAVD 88
 FE0925.geopotential number by the normal gravity value computed on the
 FE0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0925.degrees latitude (g = 980.6199 gals.).
 FE0925
 FE0925.The modeled gravity was interpolated from observed gravity values.
 FE0925
 FE0925;                    North         East    Units  Estimated Accuracy
 FE0925;SPC TN       -   176,730.      293,600.      MT  (+/- 180 meters Scaled)
 FE0925
 FE0925                          SUPERSEDED SURVEY CONTROL
 FE0925
 FE0925  NGVD 29 (??/??/??)   93.260  (m)          305.97   (f) ADJUSTED    1 1
 FE0925
 FE0925.Superseded values are not recommended for survey control.
 FE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0925.See file dsdata.txt to determine how the superseded data were derived.
 FE0925
 FE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE838731(NAD 83)
 FE0925_MARKER: DZ = AZIMUTH MARK DISK
 FE0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0925_STAMPING: APCO 1959
 FE0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0925+STABILITY: SURFACE MOTION
 FE0925
 FE0925  HISTORY     - Date     Condition        Report By
 FE0925  HISTORY     - 1959     MONUMENTED       CGS
 FE0925  HISTORY     - 1974     GOOD             NGS
 FE0925  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0925
 FE0925                          STATION DESCRIPTION
 FE0925
 FE0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0925'AT HALLS.
 FE0925'AT HALLS, 0.1 MILE EAST ALONG TIGRETT STREET FROM THE FIRST
 FE0925'BAPTIST CHURCH, THENCE 0.1 MILE NORTH ALONG KELTNER STREET, SET
 FE0925'ON THE NORTH SIDE OF THE MOST NORTHERLY ONE OF TWO RAILROAD
 FE0925'BUILDINGS ON THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD
 FE0925'TRACK, 43.5 FEET WEST OF THE CENTER LINE OF KELTNER STREET, 15
 FE0925'FEET EAST OF THE EAST RAIL OF THE TRACKS, 1.4 FEET NORTH OF A
 FE0925'GREEN RAILROAD BUILDING, 2.2 FEET WEST OF A WHITE WOODEN WITNESS
 FE0925'POST, ABOUT LEVEL WITH THE RAILROAD TRACKS, 2 FEET ABOVE STREET
 FE0925'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 FE0925
 FE0925                          STATION RECOVERY (2002)
 FE0925
 FE0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2430 ***********************************************************************
 GB2430  CBN         -  This is a Cooperative Base Network Control Station.
 GB2430  DESIGNATION -  APPLE RESET
 GB2430  PID         -  GB2430
 GB2430  STATE/COUNTY-  TN/PUTNAM
 GB2430  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB2430
 GB2430                         *CURRENT SURVEY CONTROL
 GB2430  ___________________________________________________________________
 GB2430* NAD 83(1995)-  36 10 48.11906(N)    085 48 10.29046(W)     ADJUSTED  
 GB2430* NAVD 88     -       332.5    (meters)    1091.     (feet)  VERTCON   
 GB2430  ___________________________________________________________________
 GB2430  X           -     377,248.053 (meters)                     COMP
 GB2430  Y           -  -5,140,652.195 (meters)                     COMP
 GB2430  Z           -   3,744,513.323 (meters)                     COMP
 GB2430  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GB2430  ELLIP HEIGHT-         302.75  (meters)          (04/12/99) GPS OBS
 GB2430  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB2430
 GB2430  HORZ ORDER  -  B
 GB2430  ELLP ORDER  -  FOURTH    CLASS I
 GB2430
 GB2430.The horizontal coordinates were established by GPS observations
 GB2430.and adjusted by the National Geodetic Survey in April 1999..
 GB2430
 GB2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2430
 GB2430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2430
 GB2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2430
 GB2430.The ellipsoidal height was determined by GPS observations
 GB2430.and is referenced to NAD 83.
 GB2430
 GB2430.The geoid height was determined by GEOID03.
 GB2430
 GB2430;                    North         East     Units Scale Factor Converg.
 GB2430;SPC TN       -   204,909.071   617,733.915   MT  0.99996658   +0 06 55.5
 GB2430;SPC TN       -   672,272.51  2,026,682.02   sFT  0.99996658   +0 06 55.5
 GB2430;UTM  16      - 4,004,581.015   607,652.147   MT  0.99974279   +0 42 24.4
 GB2430
 GB2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2430!SPC TN       -   0.99995249  x   0.99996658  =   0.99991907
 GB2430!UTM  16      -   0.99995249  x   0.99974279  =   0.99969529
 GB2430
 GB2430:                Primary Azimuth Mark                     Grid Az
 GB2430:SPC TN       -  COOKEVILLE SMALL MUNICIPAL TK            091 54 25.6
 GB2430:UTM  16      -  COOKEVILLE SMALL MUNICIPAL TK            091 18 56.7
 GB2430
 GB2430|---------------------------------------------------------------------|
 GB2430| PID    Reference Object                     Distance      Geod. Az  |
 GB2430|                                                           dddmmss.s |
 GB2430| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.25.8 KM 0920121.1 |
 GB2430| CG5471 APPLE RM 1                           22.135 METERS 28158     |
 GB2430| CG5474 APPLE RM 4                                         30634     |
 GB2430| CG5470 APPLE AZ MK                                        3205437.4 |
 GB2430| CG5472 APPLE RM 2                           20.440 METERS 35359     |
 GB2430| CG5473 APPLE RM 3                                         35400     |
 GB2430|---------------------------------------------------------------------|
 GB2430
 GB2430                          SUPERSEDED SURVEY CONTROL
 GB2430
 GB2430  NAD 83(1995)-  36 10 48.12138(N)    085 48 10.29481(W) AD(       ) B
 GB2430  ELLIP H (09/07/90)  302.69   (m)                       GP(       ) 4 1
 GB2430  NAD 83(1986)-  36 10 48.13157(N)    085 48 10.29013(W) AD(       ) 1
 GB2430  NAD 27      -  36 10 47.91900(N)    085 48 10.33300(W) AD(       ) 1
 GB2430  NGVD 29 (09/07/90)  332.6    (m)         1091.     (f) GPS OBS        
 GB2430
 GB2430.Superseded values are not recommended for survey control.
 GB2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2430.See file dsdata.txt to determine how the superseded data were derived.
 GB2430
 GB2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0765204581(NAD 83)
 GB2430_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GB2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2430_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2430_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2430+STABILITY: SURFACE MOTION
 GB2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2430+SATELLITE: SATELLITE OBSERVATIONS - 1987
 GB2430
 GB2430  HISTORY     - Date     Condition        Report By
 GB2430  HISTORY     - 1882     MONUMENTED       CGS
 GB2430  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GB2430  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GB2430  HISTORY     - 1960     GOOD             CGS
 GB2430  HISTORY     - 1987     GOOD             AEROS
 GB2430
 GB2430                          STATION DESCRIPTION
 GB2430
 GB2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (AHB)
 GB2430'ABOUT 2.7 MILES FROM CHESTNUT MOUND, IN OPEN FIELD OWNED BY M.T.
 GB2430'ROBINSON. TO REACH FROM CROSSROADS IN FRONT OF METHODIST
 GB2430'CHURCH AT BAXTER, TAKE GRAVEL ROAD NORTH 1.1 MILES, TURN LEFT ONTO
 GB2430'STATE ROUTE 24 AT BYERS SERVICE STATION AND GO 9.95 MILES TO HOME
 GB2430'OF M.T. ROBINSON WHICH IS 0.07 MILE EAST OF POINT WHERE SMITH-PUTNAM
 GB2430'COUNTY LINE CROSSES ROUTE 24. STATION IS 100 METERS (328 FEET)
 GB2430'SOUTH OF CHESTNUT MOUNT-COOKEVILLE HIGHWAY AND 200 METERS (656 FEET)
 GB2430'FROM MR. ROBINSONS HOUSE.
 GB2430'
 GB2430'SURFACE MARK IS INTERSECTION OF TWO NORTH-SOUTH AND EAST-WEST GROOVES
 GB2430'SURROUNDED BY LETTERS U. S. C. S. CUT IN TOP OF STONE POST, 8
 GB2430'INCHES SQUARE BY 3-1/2 FEET LONG, WITH TOP PROJECTING 4 INCHES ABOVE
 GB2430'GROUND. UNDERGROUND MARK IS CENTER OF MOUTH OF INK JUG FILLED WITH
 GB2430'ASHES, WITH TOP ABOUT 3-1/2 FEET BELOW SURFACE OF GROUND.
 GB2430
 GB2430                          STATION RECOVERY (1934)
 GB2430
 GB2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GB2430'IN 1925
 GB2430'SURFACE MARK WAS FOUND OUT OF PLACE, BUT UNDERGROUND MARK WAS
 GB2430'RECOVERED IN GOOD CONDITION. NEW SURFACE MARK (1925) IS U. S.
 GB2430'GEOLOGICAL SURVEY STANDARD DISK STATION MARK SET IN ORIGINAL STONE
 GB2430'POST. STATION WAS RECOVERED IN 1934 IN GOOD CONDITION, AND TWO
 GB2430'STANDARD REFERENCE DISKS WERE ESTABLISHED IN CONCRETE. NO.
 GB2430'1 IS 22.13 METERS (72.6 FEET), N. 80-1/2 DEG. W FROM STATION.
 GB2430'NO. 2 IS 20.49 METERS (67.2 FEET) N. 7 DEG. W. FROM STATION.
 GB2430
 GB2430                          STATION RECOVERY (1950)
 GB2430
 GB2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2430'STATION WAS RECOVERED AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND IN
 GB2430'GOOD CONDITION. STATION SURFACE MARK (WHICH WAS A USGS BENCH MARK
 GB2430'DISK STAMPED APPLE USC AND GS 1882 1934) HAD BEEN MOVED AND WAS IN
 GB2430'DANGER OF BEING DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED
 GB2430'IN GOOD CONDITION. THIS POINT WAS HELD AND A NEW UNDERGROUND AND
 GB2430'SURFACE MARK WERE SET BY THIS PARTY. REFERENCE MARKS NO. 1 AND 2 WERE
 GB2430'REMOVED AT THE OWNERS REQUEST AND REFERENCE MARKS NO. 3 AND 4 WERE
 GB2430'SET BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GB2430'
 GB2430'STATION IS LOCATED ON THE SOUTH SIDE OF U.S.HIGHWAY 70N ABOUT 2 MILES
 GB2430'SOUTHEAST OF CHESTNUT MOUND AND 9 MILES WEST OF BAXTER IN A
 GB2430'CULTIVATED FIELD OWNED BY A.B.ROBINSON. IT IS 393 FEET SOUTH OF THE
 GB2430'CENTER OF THE HIGHWAY AND 345 FEET SOUTHEAST OF THE ENTRANCE OF
 GB2430'THE LANE TO THE FIELD. THE MARK IS 14 INCHES BELOW THE SURFACE OF THE
 GB2430'GROUND AND THE DISK IS STAMPED APPLE 1882 1950.
 GB2430'
 GB2430'REFERENCE MARK NO. 3 IS 74 FEET EAST OF A POWER POLE AND 35 FEET
 GB2430'SOUTH OF THE CENTER OF THE HIGHWAY. THE MARK PROJECTS ABOUT 2
 GB2430'INCHES AND THE DISK IS STAMPED APPLE NO. 3 1950.
 GB2430'
 GB2430'REFERENCE MARK NO. 4 IS AT THE ENTRANCE OF THE LANE TO THE FIELD. IT
 GB2430'IS 4 FEET EAST OF A FENCELINE AND 1.5 FEET NORTH OF A WHITE
 GB2430'WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GB2430'STAMPED APPLE NO. 4 1950.
 GB2430'
 GB2430'AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 70N, 4
 GB2430'FEET SOUTH OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE CORNER
 GB2430'AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GB2430'ABOUT 6 INCHES AND THE DISK IS STAMPED APPLE 1950.
 GB2430'
 GB2430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB2430'HIGHWAY 53 IN CHESTNUT MOUND, GO SOUTHEAST ON HIGHWAY 70N FOR
 GB2430'2.25 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON
 GB2430'THE HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON THE WEST SIDE OF MR.
 GB2430'ROBINSONS HOUSE, TURN RIGHT AND GO TO A GATE IN THE BARN YARD, PASS
 GB2430'THROUGH GATE AND GO ABOUT 75 FEET TO ANOTHER GATE ON THE LEFT,
 GB2430'TURN LEFT, PASS THROUGH GATE AND FOLLOW LANE ABOUT 0.05 MILE TO THE
 GB2430'EDGE OF THE FIELD AND STATION AS DESCRIBED.
 GB2430'
 GB2430'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2430
 GB2430                          STATION RECOVERY (1960)
 GB2430
 GB2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2430'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, NO. 3, NO. 4 AND THE
 GB2430'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GB2430'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WHICH WERE REPORTED
 GB2430'DESTROYED IN THE 1950 DESCRIPTION ARE IN THEIR ORIGINAL LOCATION.
 GB2430'A DISCREPANCY WAS FOUND IN THE MEASUREMENT OF REFERENCE MARK NO. 4.
 GB2430'
 GB2430'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2430'
 GB2430'THE STATION IS LOCATED ON THE PROPERTY OF MR. WILSON CROOK, ABOUT 2
 GB2430'MILES SOUTHEAST OF CHESTNUT MOUND, AND IN A CULTIVATED FIELD
 GB2430'JUST SOUTH OF U.S. HIGHWAY 70N.
 GB2430'
 GB2430'TO REACH THE STATION FROM THE POST OFFICE IN CHESTNUT MOUND, GO
 GB2430'SOUTHEAST, ON U.S. HIGHWAY 70N FOR 2.3 MILES TO THE AZIMUTH MARK
 GB2430'ON THE RIGHT. PROCEED EASTERLY, FOR 0.4 MILE TO A DIM FIELD ROAD ON
 GB2430'THE RIGHT. TURN SHARP RIGHT, ENTER FIELD, AND GO SOUTHWEST FOR
 GB2430'0.1 MILE TO HIGHEST POINT IN CULTIVATED FIELD AND THE STATION.
 GB2430'
 GB2430'THE STATION MARK IS A STANDARD DISK, STAMPED APPLE 1882-1950, SET IN
 GB2430'A CONCRETE MONUMENT, AND SET 14 INCHES BELOW THE SURFACE. IT IS
 GB2430'393 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70N AND 262 FEET
 GB2430'SOUTHEAST OF THE SOUTHEAST CORNER POST OF A BARN LOT.
 GB2430'
 GB2430'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED APPLE NO. 1 1934,
 GB2430'SET IN A CONCRETE MONUMENT, AND PROJECTS 4 INCHES.  IT IS 151 FEET
 GB2430'SOUTHEAST OF THE SOUTHEAST CORNER POST OF THE BARN LOT.
 GB2430'
 GB2430'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED APPLE NO. 2 1934,
 GB2430'SET IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES.  IT IS 178 FEET
 GB2430'EAST OF THE SOUTHEAST CORNER POST OF THE BARN LOT.
 GB2430'
 GB2430'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GB2430'82.2 FEET.
 GB2430'
 GB2430'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED APPLE NO. 3 1950,
 GB2430'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 73 FEET EAST OF A
 GB2430'POWER LINE POLE AND 35 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70N.
 GB2430'
 GB2430'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED APPLE NO. 4 1950,
 GB2430'SET IN A CONCRETE MONUMENT, AND PROJECTS 8 INCHES. IT IS 17 FEET WEST
 GB2430'OF THE SOUTHWEST CORNER OF THE BARN. 3 FEET NORTHEAST OF A T-FENCE
 GB2430'CORNER POST, AND 2 FEET EAST OF A WIRE FENCE.
 GB2430'
 GB2430'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED APPLE 1950, SET IN A
 GB2430'CONCRETE MONUMENT, AND PROJECTS 4 INCHES. IT IS 37 FEET NORTHEAST
 GB2430'OF A POWER LINE POLE, 29 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GB2430'70N, 4 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF A WIRE FENCE,
 GB2430'AND 1.1 FEET NORTHEAST OF A WITNESS SIGN.
 GB2430
 GB2430                          STATION RECOVERY (1987)
 GB2430
 GB2430'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GB2430'THE STATION WAS RECOVERED AT THIS DATE.
 GB2430'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0407 ***********************************************************************
 FC0407  DESIGNATION -  AR 90
 FC0407  PID         -  FC0407
 FC0407  STATE/COUNTY-  TN/BRADLEY
 FC0407  USGS QUAD   -  CHARLESTON (1980)
 FC0407
 FC0407                         *CURRENT SURVEY CONTROL
 FC0407  ___________________________________________________________________
 FC0407* NAD 83(1986)-  35 17 13.     (N)    084 45 28.     (W)     SCALED    
 FC0407* NAVD 88     -       209.614  (meters)     687.71   (feet)  ADJUSTED  
 FC0407  ___________________________________________________________________
 FC0407  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0407  DYNAMIC HT  -         209.409 (meters)     687.04  (feet)  COMP
 FC0407  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0407
 FC0407  VERT ORDER  -  FIRST     CLASS I
 FC0407
 FC0407.The horizontal coordinates were scaled from a topographic map and have
 FC0407.an estimated accuracy of +/- 6 seconds.
 FC0407
 FC0407.The orthometric height was determined by differential leveling
 FC0407.and adjusted by the National Geodetic Survey in June 1991..
 FC0407
 FC0407.The geoid height was determined by GEOID03.
 FC0407
 FC0407.The dynamic height is computed by dividing the NAVD 88
 FC0407.geopotential number by the normal gravity value computed on the
 FC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0407.degrees latitude (g = 980.6199 gals.).
 FC0407
 FC0407.The modeled gravity was interpolated from observed gravity values.
 FC0407
 FC0407;                    North         East    Units  Estimated Accuracy
 FC0407;SPC TN       -   106,520.      713,000.      MT  (+/- 180 meters Scaled)
 FC0407
 FC0407                          SUPERSEDED SURVEY CONTROL
 FC0407
 FC0407  NGVD 29 (??/??/92)  209.650  (m)          687.83   (f) ADJ UNCH    1 1
 FC0407
 FC0407.Superseded values are not recommended for survey control.
 FC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0407.See file dsdata.txt to determine how the superseded data were derived.
 FC0407
 FC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE039071(NAD 83)
 FC0407_MARKER: DD = SURVEY DISK
 FC0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0407_SP_SET: CULVERT
 FC0407_STAMPING: AR 90
 FC0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0407
 FC0407  HISTORY     - Date     Condition        Report By
 FC0407  HISTORY     - UNK      MONUMENTED       TVA
 FC0407  HISTORY     - 1968     GOOD             NGS
 FC0407
 FC0407                          STATION DESCRIPTION
 FC0407
 FC0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0407'AT CHARLESTON.
 FC0407'AT CHARLESTON, ABOUT 0.15 MILE NORTHWEST ALONG A BLACKTOP STREET
 FC0407'FROM THE SOUTHERN RAILWAY STATION, THENCE 0.1 MILE SOUTHWEST
 FC0407'ALONG A BLACKTOP STREET, ALSO ABOUT 0.25 MILES NORTHEAST ALONG
 FC0407'U.S. HIGHWAY 11 FROM THE CHARLESTON SCHOOL, THENCE ABOUT 0.1 MILE
 FC0407'SOUTHEAST ALONG A BLACKTOP STREET, SET IN THE TOP AND DIRECTLY
 FC0407'IN THE CENTER OF THE NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE
 FC0407'BOX CULVERT UNDER THE STREET LEADING NORTHEAST, 27 FEET NORTHEAST
 FC0407'OF THE CENTER LINE OF THE STREET LEADING NORTHWEST, 15 1/2 FEET
 FC0407'NORTHWEST OF THE CENTER LINE OF THE STREET LEADING NORTHEAST
 FC0407'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0583 ***********************************************************************
 FC0583  DESIGNATION -  AR 91
 FC0583  PID         -  FC0583
 FC0583  STATE/COUNTY-  TN/BRADLEY
 FC0583  USGS QUAD   -  CHARLESTON (1980)
 FC0583
 FC0583                         *CURRENT SURVEY CONTROL
 FC0583  ___________________________________________________________________
 FC0583* NAD 83(1986)-  35 17 11.     (N)    084 45 19.     (W)     SCALED    
 FC0583* NAVD 88     -       209.689  (meters)     687.95   (feet)  ADJUSTED  
 FC0583  ___________________________________________________________________
 FC0583  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0583  DYNAMIC HT  -         209.484 (meters)     687.28  (feet)  COMP
 FC0583  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0583
 FC0583  VERT ORDER  -  FIRST     CLASS I
 FC0583
 FC0583.The horizontal coordinates were scaled from a topographic map and have
 FC0583.an estimated accuracy of +/- 6 seconds.
 FC0583
 FC0583.The orthometric height was determined by differential leveling
 FC0583.and adjusted by the National Geodetic Survey in June 1991..
 FC0583
 FC0583.The geoid height was determined by GEOID03.
 FC0583
 FC0583.The dynamic height is computed by dividing the NAVD 88
 FC0583.geopotential number by the normal gravity value computed on the
 FC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0583.degrees latitude (g = 980.6199 gals.).
 FC0583
 FC0583.The modeled gravity was interpolated from observed gravity values.
 FC0583
 FC0583;                    North         East    Units  Estimated Accuracy
 FC0583;SPC TN       -   106,460.      713,230.      MT  (+/- 180 meters Scaled)
 FC0583
 FC0583                          SUPERSEDED SURVEY CONTROL
 FC0583
 FC0583  NGVD 29 (??/??/92)  209.725  (m)          688.07   (f) ADJ UNCH    1 1
 FC0583
 FC0583.Superseded values are not recommended for survey control.
 FC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0583.See file dsdata.txt to determine how the superseded data were derived.
 FC0583
 FC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE041071(NAD 83)
 FC0583_MARKER: DD = SURVEY DISK
 FC0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0583_SP_SET: CULVERT
 FC0583_STAMPING: AR 91
 FC0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0583
 FC0583  HISTORY     - Date     Condition        Report By
 FC0583  HISTORY     - UNK      MONUMENTED       TVA
 FC0583  HISTORY     - 1968     GOOD             NGS
 FC0583
 FC0583                          STATION DESCRIPTION
 FC0583
 FC0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0583'AT CHARLESTON.
 FC0583'AT CHARLESTON, ABOUT 0.1 MILE NORTHWEST ALONG A BLACKTOP
 FC0583'STREET FROM THE SOUTHERN RAILWAY STATION, ABOUT 75 YARDS
 FC0583'NORTHWEST OF THE FIRST STREET INTERSECTION NORTHWEST OF THE
 FC0583'STATION, SET IN THE TOP AND NEAR THE CENTER OF THE SOUTHWEST
 FC0583'HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT OVER THE OUTLET TO A
 FC0583'SMALL LAKE, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET
 FC0583'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET.  NOTE-- THIS MARK
 FC0583'WAS ORIGINALLY PUBLISHED AS AR 97 TVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0408 ***********************************************************************
 FC0408  DESIGNATION -  AR 92
 FC0408  PID         -  FC0408
 FC0408  STATE/COUNTY-  TN/BRADLEY
 FC0408  USGS QUAD   -  CHARLESTON (1980)
 FC0408
 FC0408                         *CURRENT SURVEY CONTROL
 FC0408  ___________________________________________________________________
 FC0408* NAD 83(1986)-  35 17 11.     (N)    084 45 19.     (W)     SCALED    
 FC0408* NAVD 88     -       210.208  (meters)     689.66   (feet)  ADJUSTED  
 FC0408  ___________________________________________________________________
 FC0408  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0408  DYNAMIC HT  -         210.003 (meters)     688.98  (feet)  COMP
 FC0408  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0408
 FC0408  VERT ORDER  -  FIRST     CLASS I
 FC0408
 FC0408.The horizontal coordinates were scaled from a topographic map and have
 FC0408.an estimated accuracy of +/- 6 seconds.
 FC0408
 FC0408.The orthometric height was determined by differential leveling
 FC0408.and adjusted by the National Geodetic Survey in June 1991..
 FC0408
 FC0408.The geoid height was determined by GEOID03.
 FC0408
 FC0408.The dynamic height is computed by dividing the NAVD 88
 FC0408.geopotential number by the normal gravity value computed on the
 FC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0408.degrees latitude (g = 980.6199 gals.).
 FC0408
 FC0408.The modeled gravity was interpolated from observed gravity values.
 FC0408
 FC0408;                    North         East    Units  Estimated Accuracy
 FC0408;SPC TN       -   106,460.      713,230.      MT  (+/- 180 meters Scaled)
 FC0408
 FC0408                          SUPERSEDED SURVEY CONTROL
 FC0408
 FC0408  NGVD 29 (??/??/92)  210.244  (m)          689.78   (f) ADJ UNCH    1 1
 FC0408
 FC0408.Superseded values are not recommended for survey control.
 FC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0408.See file dsdata.txt to determine how the superseded data were derived.
 FC0408
 FC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE041071(NAD 83)
 FC0408_MARKER: DD = SURVEY DISK
 FC0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0408_SP_SET: CULVERT
 FC0408_STAMPING: AR 92
 FC0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0408
 FC0408  HISTORY     - Date     Condition        Report By
 FC0408  HISTORY     - UNK      MONUMENTED       TVA
 FC0408  HISTORY     - 1968     GOOD             NGS
 FC0408
 FC0408                          STATION DESCRIPTION
 FC0408
 FC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0408'AT CHARLESTON.
 FC0408'AT CHARLESTON, ABOUT 100 YARDS NORTH OF THE NORTH CORNER OF THE
 FC0408'SOUTHERN RAILWAY STATION, ABOUT 70 YARDS EAST OF BENCH MARK
 FC0408'AR 91 (TVA) DESCRIBED, IN THE NORTH CORNER OF THE FIRST STREET
 FC0408'INTERSECTION NORTHWEST OF THE STATION, SET IN THE TOP AND NEAR
 FC0408'THE CENTER OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX
 FC0408'CULVERT UNDER THE STREET LEADING NORTHEAST, 33 FEET NORTHEAST
 FC0408'OF THE CENTER LINE OF THE STREET LEADING NORTHWEST, 31 FEET
 FC0408'NORTHWEST OF THE CENTER LINE OF THE STREET LEADING NORTHEAST,
 FC0408'ABOUT 2 FEET BELOW THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2488 ***********************************************************************
 GB2488  DESIGNATION -  ARCHER
 GB2488  PID         -  GB2488
 GB2488  STATE/COUNTY-  TN/CAMPBELL
 GB2488  USGS QUAD   -  JELLICO EAST (1982)
 GB2488
 GB2488                         *CURRENT SURVEY CONTROL
 GB2488  ___________________________________________________________________
 GB2488* NAD 83(1995)-  36 33 34.14749(N)    084 07 25.37039(W)     ADJUSTED  
 GB2488* NAVD 88     -       626.3    (meters)    2055.     (feet)  VERTCON   
 GB2488  ___________________________________________________________________
 GB2488  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 GB2488  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB2488
 GB2488  HORZ ORDER  -  SECOND
 GB2488
 GB2488.The horizontal coordinates were established by classical geodetic methods
 GB2488.and adjusted by the National Geodetic Survey in April 1999..
 GB2488
 GB2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2488
 GB2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2488
 GB2488.The geoid height was determined by GEOID03.
 GB2488
 GB2488;                    North         East     Units Scale Factor Converg.
 GB2488;SPC TN       -   248,607.333   767,964.346   MT  1.00002845   +1 05 54.4
 GB2488;SPC TN       -   815,639.23  2,519,563.03   sFT  1.00002845   +1 05 54.4
 GB2488;SPC KY1Z     - 1,026,369.598 1,645,606.091   MT  1.00016646   +0 59 54.5
 GB2488;SPC KY1Z     - 3,367,347.59  5,398,959.32   sFT  1.00016646   +0 59 54.5
 GB2488;SPC KY S     -   526,350.209   645,587.292   MT  1.00003610   +0 59 10.6
 GB2488;SPC KY S     - 1,726,867.31  2,118,064.31   sFT  1.00003610   +0 59 10.6
 GB2488;UTM  16      - 4,049,857.089   757,421.053   MT  1.00041649   +1 42 51.2
 GB2488
 GB2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2488!SPC TN       -   0.99990641  x   1.00002845  =   0.99993486
 GB2488!SPC KY1Z     -   0.99990641  x   1.00016646  =   1.00007286
 GB2488!SPC KY S     -   0.99990641  x   1.00003610  =   0.99994251
 GB2488!UTM  16      -   0.99990641  x   1.00041649  =   1.00032287
 GB2488
 GB2488:                Primary Azimuth Mark                     Grid Az
 GB2488:SPC TN       -  HIGH                                     053 20 47.0
 GB2488:SPC KY1Z     -  HIGH                                     053 26 46.9
 GB2488:SPC KY S     -  HIGH                                     053 27 30.8
 GB2488:UTM  16      -  HIGH                                     052 43 50.2
 GB2488
 GB2488|---------------------------------------------------------------------|
 GB2488| PID    Reference Object                     Distance      Geod. Az  |
 GB2488|                                                           dddmmss.s |
 GB2488| GB2489 HIGH                                APPROX. 2.6 KM 0542641.4 |
 GB2488| DB8648 ARCHER RM 2                           5.441 METERS 10454     |
 GB2488| DB8647 ARCHER RM 1                           7.794 METERS 21804     |
 GB2488|---------------------------------------------------------------------|
 GB2488
 GB2488                          SUPERSEDED SURVEY CONTROL
 GB2488
 GB2488  NAD 83(1995)-  36 33 34.14745(N)    084 07 25.37072(W) AD(       ) 2
 GB2488  NAD 83(1995)-  36 33 34.15840(N)    084 07 25.37315(W) AD(       ) 2
 GB2488  NAD 83(1986)-  36 33 34.15934(N)    084 07 25.37231(W) AD(       ) 2
 GB2488  NAD 27      -  36 33 33.85610(N)    084 07 25.61190(W) AD(       ) 2
 GB2488  NGVD 29 (07/19/86)  626.4    (m)         2055.     (f) VERT ANG       
 GB2488
 GB2488.Superseded values are not recommended for survey control.
 GB2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2488.See file dsdata.txt to determine how the superseded data were derived.
 GB2488
 GB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5742149857(NAD 83)
 GB2488_MARKER: DS = TRIANGULATION STATION DISK
 GB2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2488
 GB2488  HISTORY     - Date     Condition        Report By
 GB2488  HISTORY     - 1961     MONUMENTED       CGS
 GB2488
 GB2488                          STATION DESCRIPTION
 GB2488
 GB2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2488'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF JELLICO ON PINE
 GB2488'MOUNTAIN.
 GB2488'
 GB2488'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST ON MAIN
 GB2488'STREET AND U.S.  HIGHWAY
 GB2488'25W FOR 0.15 MILE TO A TRAFFIC LIGHT AT A T
 GB2488'INTERSECTION, TURN RIGHT ON SOUTH
 GB2488'MAIN STREET AND CONTINUE ON ELK
 GB2488'VALLEY ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT JUST AFTER
 GB2488'CROSSING A SMALL CONCRETE BRIDGE, TURN LEFT AND GO 0.7 MILE TO A
 GB2488'FORK, KEEP RIGHT
 GB2488'AND GO 1.6 MILES TO THE TOP OF THE HILL AND A SIDE
 GB2488'ROAD ON THE LEFT, TURN LEFT AND
 GB2488'TAKE THE LEFT ONE OF TWO WOODS ROADS
 GB2488'AND GO 0.4 MILE TO A FORK, KEEP LEFT AND GO 0.3
 GB2488'MILE TO A FORK, KEEP
 GB2488'LEFT AND GO 0.4 MILE TO A TRIANGLE BLAZED OAK TREE ON THE RIGHT,
 GB2488'TURN RIGHT AND GO
 GB2488'20 YARDS TO A ROCK LEDGE ABOUT 5 FEET HIGH AND THE STATION.
 GB2488'
 GB2488'THE STATION IS 12 FEET SOUTHEAST OF A ROCK LEDGE, 7 FEET WEST OF A
 GB2488'TRIANGLE BLAZED OAK TREE
 GB2488'AND 3.7 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 GB2488'STANDARD TRAVERSE DISK, FLUSH, AND
 GB2488'IS STAMPED ARCHER 1961.
 GB2488'
 GB2488'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF THE WITNESS POST AND 22
 GB2488'FEET NORTHEAST OF A
 GB2488'TRIANGLE BLAZED OAK TREE.  IT IS A STANDARD DISK,
 GB2488'FLUSH, AND IS STAMPED ARCHER NO 1 1961.
 GB2488'
 GB2488'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF A TRIANGLE BLAZED OAK
 GB2488'TREE.  IT IS A STANDARD
 GB2488'DISK, FLUSH, AND IS STAMPED ARCHER NO 2 1961.
 GB2488'
 GB2488'TRAVERSE STATION HIGH WILL SERVE AS THE AZIMUTH MARK.
 GB2488'
 GB2488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0458 ***********************************************************************
 FD0458  DESIGNATION -  ARD
 FD0458  PID         -  FD0458
 FD0458  STATE/COUNTY-  TN/GILES
 FD0458  USGS QUAD   -  ELKTON (1982)
 FD0458
 FD0458                         *CURRENT SURVEY CONTROL
 FD0458  ___________________________________________________________________
 FD0458* NAD 83(1995)-  35 00 31.63226(N)    086 52 46.48325(W)     ADJUSTED  
 FD0458* NAVD 88     -       199.468  (meters)     654.42   (feet)  ADJUSTED  
 FD0458  ___________________________________________________________________
 FD0458  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FD0458  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0458  DYNAMIC HT  -         199.279 (meters)     653.80  (feet)  COMP
 FD0458  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FD0458
 FD0458  HORZ ORDER  -  SECOND
 FD0458  VERT ORDER  -  SECOND    CLASS 0
 FD0458
 FD0458.The horizontal coordinates were established by classical geodetic methods
 FD0458.and adjusted by the National Geodetic Survey in April 1999..
 FD0458
 FD0458.The orthometric height was determined by differential leveling
 FD0458.and adjusted by the National Geodetic Survey in June 1991..
 FD0458
 FD0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0458
 FD0458.The geoid height was determined by GEOID03.
 FD0458
 FD0458.The dynamic height is computed by dividing the NAVD 88
 FD0458.geopotential number by the normal gravity value computed on the
 FD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0458.degrees latitude (g = 980.6199 gals.).
 FD0458
 FD0458.The modeled gravity was interpolated from observed gravity values.
 FD0458
 FD0458;                    North         East     Units Scale Factor Converg.
 FD0458;SPC TN       -    75,303.786   519,710.417   MT  1.00005132   -0 30 53.8
 FD0458;SPC TN       -   247,059.17  1,705,083.26   sFT  1.00005132   -0 30 53.8
 FD0458;UTM  16      - 3,874,024.105   510,987.473   MT  0.99960149   +0 04 08.7
 FD0458
 FD0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0458!SPC TN       -   0.99997303  x   1.00005132  =   1.00002435
 FD0458!UTM  16      -   0.99997303  x   0.99960149  =   0.99957453
 FD0458
 FD0458|---------------------------------------------------------------------|
 FD0458| PID    Reference Object                     Distance      Geod. Az  |
 FD0458|                                                           dddmmss.s |
 FD0458| FD0457 ARD RM 1                             11.471 METERS 00041     |
 FD0458| FD0459 ARD RM 2                              8.240 METERS 09013     |
 FD0458| FD0455 ELLIOT                              APPROX. 1.0 KM 3515244.9 |
 FD0458|---------------------------------------------------------------------|
 FD0458
 FD0458                          SUPERSEDED SURVEY CONTROL
 FD0458
 FD0458  NAD 83(1995)-  35 00 31.63316(N)    086 52 46.48344(W) AD(       ) 2
 FD0458  NAD 83(1995)-  35 00 31.63645(N)    086 52 46.48538(W) AD(       ) 2
 FD0458  NAD 83(1986)-  35 00 31.63949(N)    086 52 46.48481(W) AD(       ) 2
 FD0458  NAD 27      -  35 00 31.34080(N)    086 52 46.47540(W) AD(       ) 2
 FD0458  NGVD 29 (??/??/92)  199.432  (m)          654.30   (f) ADJ UNCH    2 0
 FD0458
 FD0458.Superseded values are not recommended for survey control.
 FD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0458.See file dsdata.txt to determine how the superseded data were derived.
 FD0458
 FD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1098774024(NAD 83)
 FD0458_MARKER: DE = TRAVERSE STATION DISK
 FD0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0458_STAMPING: ARD 1960
 FD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0458+STABILITY: SURFACE MOTION
 FD0458
 FD0458  HISTORY     - Date     Condition        Report By
 FD0458  HISTORY     - 1960     MONUMENTED       CGS
 FD0458  HISTORY     - 1960     GOOD             CGS
 FD0458
 FD0458                          STATION DESCRIPTION
 FD0458
 FD0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0458'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ELKTON AND IN THE
 FD0458'MEDIAN OF U S HIGHWAY 31.
 FD0458'
 FD0458'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTHERLY ON
 FD0458'A HARD SURFACE ROAD FOR
 FD0458'0.3 MILE TO U S HIGHWAY 31.  TURN LEFT, SOUTHEAST,
 FD0458'ON U S HIGHWAY 31 AND GO 2.55 MILES
 FD0458'TO THE JUNCTION OF STATE HIGHWAY
 FD0458'7 AND U.S.  HIGHWAY 31.  KEEP RIGHT, SOUTH, ON U.S.
 FD0458'HIGHWAY 31 FOR
 FD0458'0.4 MILE TO THE STATION ON THE LEFT.
 FD0458'
 FD0458'THE STATION IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE MONUMENT,
 FD0458'STAMPED ARD 1960, AND SET
 FD0458'FLUSH.  IT IS 48 FEET WEST OF THE CENTER LINE OF
 FD0458'THE NORTH BOUND TRAFFIC LANES, 30
 FD0458'FEET EAST OF THE CENTER LINE OF THE
 FD0458'SOUTH BOUND TRAFFIC LANES, AND 2.3 FEET NORTHWEST OF
 FD0458'A WITNESS SIGN.
 FD0458'
 FD0458'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0458'STAMPED ARD NO 1 1960,
 FD0458'AND SET FLUSH.  IT IS 46 FEET WEST OF THE CENTER LINE
 FD0458'OF THE NORTH BOUND TRAFFIC LANES,
 FD0458'AND 32 FEET EAST OF THE CENTER LINE
 FD0458'OF THE SOUTH BOUND TRAFFIC LANES.
 FD0458'
 FD0458'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0458'STAMPED ARD NO 2
 FD0458'1960, AND SET FLUSH.  IT IS 21 FEET WEST OF THE
 FD0458'CENTER LINE OF THE NORTH BOUND
 FD0458'TRAFFIC LANES.
 FD0458'
 FD0458'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0458'46.2 FEET.
 FD0458'
 FD0458'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0458'STATION ELLIOT WILL SERVE
 FD0458'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0458'
 FD0458'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FD0458
 FD0458                          STATION RECOVERY (1960)
 FD0458
 FD0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0458'3.3 MI S FROM ELKTON.
 FD0458'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0458'STREET, THEN 3.2 MILES SOUTH ON U.S. HIGHWAY 31.  THE STATION
 FD0458'MARK IS 48 FT. WEST OF THE CENTER LINE OF THE NORTH BOUND
 FD0458'TRAFFIC LANES, 30 FT. EAST OF THE CENTER LINE OF THE SOUTH BOUND
 FD0458'TRAFFIC LANES, AND 2.3 FT. NORTHWEST OF A WITNESS SIGN.  THE
 FD0458'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0458'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0457 ***********************************************************************
 FD0457  DESIGNATION -  ARD RM 1
 FD0457  PID         -  FD0457
 FD0457  STATE/COUNTY-  TN/GILES
 FD0457  USGS QUAD   -  ELKTON (1982)
 FD0457
 FD0457                         *CURRENT SURVEY CONTROL
 FD0457  ___________________________________________________________________
 FD0457* NAD 83(1986)-  35 00 31.     (N)    086 52 46.     (W)     SCALED    
 FD0457* NAVD 88     -       199.497  (meters)     654.52   (feet)  ADJUSTED  
 FD0457  ___________________________________________________________________
 FD0457  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0457  DYNAMIC HT  -         199.308 (meters)     653.90  (feet)  COMP
 FD0457  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FD0457
 FD0457  VERT ORDER  -  SECOND    CLASS 0
 FD0457
 FD0457.The horizontal coordinates were scaled from a topographic map and have
 FD0457.an estimated accuracy of +/- 6 seconds.
 FD0457
 FD0457.The orthometric height was determined by differential leveling
 FD0457.and adjusted by the National Geodetic Survey in June 1991..
 FD0457
 FD0457.The geoid height was determined by GEOID03.
 FD0457
 FD0457.The dynamic height is computed by dividing the NAVD 88
 FD0457.geopotential number by the normal gravity value computed on the
 FD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0457.degrees latitude (g = 980.6199 gals.).
 FD0457
 FD0457.The modeled gravity was interpolated from observed gravity values.
 FD0457
 FD0457;                    North         East    Units  Estimated Accuracy
 FD0457;SPC TN       -    75,280.      519,720.      MT  (+/- 180 meters Scaled)
 FD0457
 FD0457                          SUPERSEDED SURVEY CONTROL
 FD0457
 FD0457  NGVD 29 (??/??/92)  199.461  (m)          654.40   (f) ADJ UNCH    2 0
 FD0457
 FD0457.Superseded values are not recommended for survey control.
 FD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0457.See file dsdata.txt to determine how the superseded data were derived.
 FD0457
 FD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110740(NAD 83)
 FD0457_MARKER: DR = REFERENCE MARK DISK
 FD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0457_STAMPING: ARD NO 1 1960
 FD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0457+STABILITY: SURFACE MOTION
 FD0457
 FD0457  HISTORY     - Date     Condition        Report By
 FD0457  HISTORY     - 1960     MONUMENTED       CGS
 FD0457
 FD0457                          STATION DESCRIPTION
 FD0457
 FD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0457'3.3 MI S FROM ELKTON.
 FD0457'THIS MARK IS LOCATED AT THE ARD 1960 STATION SITE, 37.6 FT.
 FD0457'NORTH OF THE STATION MARK, 46 FT. WEST OF THE CENTER LINE OF THE
 FD0457'NORTH BOUND TRAFFIC LANES, AND 32 FT. EAST OF THE CENTER LINE
 FD0457'OF THE SOUTH BOUND TRAFFIC LANES.  THE DISK IS SET IN TOP OF
 FD0457'A CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND ABOUT LEVEL
 FD0457'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0459 ***********************************************************************
 FD0459  DESIGNATION -  ARD RM 2
 FD0459  PID         -  FD0459
 FD0459  STATE/COUNTY-  TN/GILES
 FD0459  USGS QUAD   -  ELKTON (1982)
 FD0459
 FD0459                         *CURRENT SURVEY CONTROL
 FD0459  ___________________________________________________________________
 FD0459* NAD 83(1986)-  35 00 31.     (N)    086 52 46.     (W)     SCALED    
 FD0459* NAVD 88     -       199.742  (meters)     655.32   (feet)  ADJUSTED  
 FD0459  ___________________________________________________________________
 FD0459  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0459  DYNAMIC HT  -         199.553 (meters)     654.70  (feet)  COMP
 FD0459  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FD0459
 FD0459  VERT ORDER  -  SECOND    CLASS 0
 FD0459
 FD0459.The horizontal coordinates were scaled from a topographic map and have
 FD0459.an estimated accuracy of +/- 6 seconds.
 FD0459
 FD0459.The orthometric height was determined by differential leveling
 FD0459.and adjusted by the National Geodetic Survey in June 1991..
 FD0459
 FD0459.The geoid height was determined by GEOID03.
 FD0459
 FD0459.The dynamic height is computed by dividing the NAVD 88
 FD0459.geopotential number by the normal gravity value computed on the
 FD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0459.degrees latitude (g = 980.6199 gals.).
 FD0459
 FD0459.The modeled gravity was interpolated from observed gravity values.
 FD0459
 FD0459;                    North         East    Units  Estimated Accuracy
 FD0459;SPC TN       -    75,280.      519,720.      MT  (+/- 180 meters Scaled)
 FD0459
 FD0459                          SUPERSEDED SURVEY CONTROL
 FD0459
 FD0459  NGVD 29 (??/??/92)  199.706  (m)          655.20   (f) ADJ UNCH    2 0
 FD0459
 FD0459.Superseded values are not recommended for survey control.
 FD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0459.See file dsdata.txt to determine how the superseded data were derived.
 FD0459
 FD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110740(NAD 83)
 FD0459_MARKER: DR = REFERENCE MARK DISK
 FD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0459_STAMPING: ARD NO 2 1960
 FD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0459+STABILITY: SURFACE MOTION
 FD0459
 FD0459  HISTORY     - Date     Condition        Report By
 FD0459  HISTORY     - 1960     MONUMENTED       CGS
 FD0459
 FD0459                          STATION DESCRIPTION
 FD0459
 FD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0459'3.3 MI S FROM ELKTON.
 FD0459'THIS MARK IS LOCATED AT THE ARD 1960 STATION SITE, 27 FT. EAST
 FD0459'OF THE STATION MARK, 21 FT. WEST OF THE CENTER OF THE NORTH
 FD0459'BOUND TRAFFIC LANES.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0459'THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1490 ***********************************************************************
 EF1490  DESIGNATION -  ARDMORE MUNICIPAL TANK
 EF1490  PID         -  EF1490
 EF1490  STATE/COUNTY-  TN/GILES
 EF1490  USGS QUAD   -  ARDMORE (1975)
 EF1490
 EF1490                         *CURRENT SURVEY CONTROL
 EF1490  ___________________________________________________________________
 EF1490* NAD 83(1995)-  34 59 34.80108(N)    086 50 32.14504(W)     ADJUSTED  
 EF1490* NAVD 88     -                                                        
 EF1490  ___________________________________________________________________
 EF1490  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EF1490  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EF1490
 EF1490  HORZ ORDER  -  THIRD
 EF1490
 EF1490.The horizontal coordinates were established by classical geodetic methods
 EF1490.and adjusted by the National Geodetic Survey in April 1999..
 EF1490
 EF1490
 EF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1490
 EF1490.The geoid height was determined by GEOID03.
 EF1490
 EF1490;                    North         East     Units Scale Factor Converg.
 EF1490;SPC TN       -    73,522.437   523,101.548   MT  1.00005529   -0 29 35.1
 EF1490;SPC TN       -   241,214.86  1,716,209.00   sFT  1.00005529   -0 29 35.1
 EF1490;UTM  16      - 3,872,278.188   514,395.039   MT  0.99960255   +0 05 25.7
 EF1490
 EF1490                          SUPERSEDED SURVEY CONTROL
 EF1490
 EF1490  NAD 83(1995)-  34 59 34.80753(N)    086 50 32.14866(W) AD(       ) 4
 EF1490  NAD 83(1986)-  34 59 34.80871(N)    086 50 32.14681(W) AD(       ) 4
 EF1490  NAD 27      -  34 59 34.50800(N)    086 50 32.14300(W) AD(       ) 3
 EF1490
 EF1490.Superseded values are not recommended for survey control.
 EF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1490.See file dsdata.txt to determine how the superseded data were derived.
 EF1490
 EF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1439572278(NAD 83)
 EF1490_MARKER: 53 = ELEVATED TANK
 EF1490
 EF1490  HISTORY     - Date     Condition        Report By
 EF1490  HISTORY     - 1960     FIRST OBSERVED   CGS
 EF1490
 EF1490                          STATION DESCRIPTION
 EF1490
 EF1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 EF1490'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF ARDMORE.  IT IS A
 EF1490'4-LEGGED STEEL STRUCTURE, COLORED SILVER AND IS ABOUT 110 FEET IN
 EF1490'OVER-ALL HEIGHT.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0758 ***********************************************************************
 FD0758  DESIGNATION -  ARLINGTON
 FD0758  PID         -  FD0758
 FD0758  STATE/COUNTY-  TN/MAURY
 FD0758  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0758
 FD0758                         *CURRENT SURVEY CONTROL
 FD0758  ___________________________________________________________________
 FD0758* NAD 83(1995)-  35 30 40.38713(N)    087 13 21.72474(W)     ADJUSTED  
 FD0758* NAVD 88     -       221.633  (meters)     727.14   (feet)  ADJUSTED  
 FD0758  ___________________________________________________________________
 FD0758  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FD0758  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0758  DYNAMIC HT  -         221.432 (meters)     726.48  (feet)  COMP
 FD0758  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0758
 FD0758  HORZ ORDER  -  SECOND
 FD0758  VERT ORDER  -  SECOND    CLASS 0
 FD0758
 FD0758.The horizontal coordinates were established by classical geodetic methods
 FD0758.and adjusted by the National Geodetic Survey in April 1999..
 FD0758
 FD0758.The orthometric height was determined by differential leveling
 FD0758.and adjusted by the National Geodetic Survey in June 1991..
 FD0758
 FD0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0758
 FD0758.The geoid height was determined by GEOID03.
 FD0758
 FD0758.The dynamic height is computed by dividing the NAVD 88
 FD0758.geopotential number by the normal gravity value computed on the
 FD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0758.degrees latitude (g = 980.6199 gals.).
 FD0758
 FD0758.The modeled gravity was interpolated from observed gravity values.
 FD0758
 FD0758;                    North         East     Units Scale Factor Converg.
 FD0758;SPC TN       -   131,378.393   489,087.339   MT  0.99996418   -0 42 56.9
 FD0758;SPC TN       -   431,030.61  1,604,614.04   sFT  0.99996418   -0 42 56.9
 FD0758;UTM  16      - 3,929,760.463   479,805.319   MT  0.99960503   -0 07 45.7
 FD0758
 FD0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0758!SPC TN       -   0.99996960  x   0.99996418  =   0.99993378
 FD0758!UTM  16      -   0.99996960  x   0.99960503  =   0.99957464
 FD0758
 FD0758:                Primary Azimuth Mark                     Grid Az
 FD0758:SPC TN       -  ARLINGTON AZ MK                          028 43 17.8
 FD0758:UTM  16      -  ARLINGTON AZ MK                          028 08 06.6
 FD0758
 FD0758|---------------------------------------------------------------------|
 FD0758| PID    Reference Object                     Distance      Geod. Az  |
 FD0758|                                                           dddmmss.s |
 FD0758| FD0760 ARLINGTON AZ MK                                    0280020.9 |
 FD0758| FD0759 ARLINGTON RM 1                       21.606 METERS 03846     |
 FD0758| FD0757 ARLINGTON RM 2                       23.396 METERS 22701     |
 FD0758|---------------------------------------------------------------------|
 FD0758
 FD0758                          SUPERSEDED SURVEY CONTROL
 FD0758
 FD0758  NAD 83(1995)-  35 30 40.39019(N)    087 13 21.72743(W) AD(       ) 2
 FD0758  NAD 83(1986)-  35 30 40.39791(N)    087 13 21.72667(W) AD(       ) 2
 FD0758  NAD 27      -  35 30 40.12560(N)    087 13 21.69220(W) AD(       ) 2
 FD0758  NGVD 29 (??/??/92)  221.616  (m)          727.09   (f) ADJ UNCH    2 0
 FD0758
 FD0758.Superseded values are not recommended for survey control.
 FD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0758.See file dsdata.txt to determine how the superseded data were derived.
 FD0758
 FD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7980529760(NAD 83)
 FD0758_MARKER: DD = SURVEY DISK
 FD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0758_STAMPING: ARLINGTON 1962
 FD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0758+STABILITY: SURFACE MOTION
 FD0758
 FD0758  HISTORY     - Date     Condition        Report By
 FD0758  HISTORY     - 1962     MONUMENTED       TNHD
 FD0758  HISTORY     - 1963     GOOD             TNHD
 FD0758  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0758  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0758
 FD0758                          STATION DESCRIPTION
 FD0758
 FD0758'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0758'THE STATION IS ABOUT 2 MILES SOUTHEAST OF MT PLEASANT.
 FD0758'
 FD0758'TO REACH THE STATION FROM THE POST OFFICE IN MR PLEASANT, GO
 FD0758'SOUTHERLY ON U S HIGHWAY
 FD0758'43 FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FD0758'SOUTHERLY FOR 0.3 MILE TO
 FD0758'THE STATION ON THE LEFT.
 FD0758'
 FD0758'THE STATION IS 40 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0758'HIGHWAY 43 AND 16 FEET
 FD0758'SOUTHEAST OF A TELEPHONE POLE.  THE SURFACE AND
 FD0758'UNDERGROUND MARKS ARE STANDARD
 FD0758'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 FD0758'ARE STAMPED ARLINGTON 1962.  THE UNDERGROUND MARK
 FD0758'IS ABOUT 30 INCHES
 FD0758'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FD0758'FLUSH, CONCRETE  MONUMENT.
 FD0758'
 FD0758'REFERENCE MARK NO 1 IS 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0758'U S HIGHWAY 43.  IT IS
 FD0758'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0758'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0758'MONUMENT AND THE DISK IS STAMPED
 FD0758'ARLINGTON RM-1 1962.
 FD0758'
 FD0758'REFERENCE MARK NO 2 IS 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0758'U S HIGHWAY 43.  IT IS
 FD0758'A STANDARD TENNESSEE HIGHWAY DEPARETMENT DISK SET
 FD0758'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0758'MONUMENT AND DISK IS STAMPED
 FD0758'ARLINGTON RM-2 1962.
 FD0758'
 FD0758'THE AZIMUTH MARK IS 24 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0758'HIGHWAY 43 AND 4 FEET
 FD0758'SOUTH OF A TELEPHONE POLE.  IT IS A STANDARD TENNESSEE
 FD0758'HIGHWAY DEPARTMENT DISK SET
 FD0758'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0758'MONUMENT AND THE DISK IS STAMPED ARLINGTON AZI  1962.
 FD0758'
 FD0758'HEIGHT OF LIGHT ABOVE STATION MARK 22.31 METERS.
 FD0758
 FD0758                          STATION RECOVERY (1963)
 FD0758
 FD0758'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0758'2 MI SE FROM MT PLEASANT.
 FD0758'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHERLY ON U.S.
 FD0758'HIGHWAY 43 FOR 2.0 MILES TO THE STATION ON THE LEFT.  THE STATION
 FD0758'MARK IS 40 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 43 AND
 FD0758'16 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 FD0758'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0758'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0758
 FD0758                          STATION RECOVERY (1983)
 FD0758
 FD0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0758'NOT RECOVERED, HIGHWAY 43 HAS EXPANDED TO A TWO LANE ROAD IN THIS
 FD0758'AREA.
 FD0758
 FD0758                          STATION RECOVERY (2002)
 FD0758
 FD0758'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0758'HIGHWAY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1280 ***********************************************************************
 FE1280  DESIGNATION -  ARLINGTON
 FE1280  PID         -  FE1280
 FE1280  STATE/COUNTY-  TN/SHELBY
 FE1280  USGS QUAD   -  ARLINGTON (1973)
 FE1280
 FE1280                         *CURRENT SURVEY CONTROL
 FE1280  ___________________________________________________________________
 FE1280* NAD 83(1995)-  35 16 37.84330(N)    089 38 53.27797(W)     ADJUSTED  
 FE1280* NAVD 88     -       125.249  (meters)     410.92   (feet)  ADJUSTED  
 FE1280  ___________________________________________________________________
 FE1280  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE1280  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1280  DYNAMIC HT  -         125.137 (meters)     410.55  (feet)  COMP
 FE1280  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 FE1280
 FE1280  HORZ ORDER  -  SECOND
 FE1280  VERT ORDER  -  SECOND    CLASS 0
 FE1280
 FE1280.The horizontal coordinates were established by classical geodetic methods
 FE1280.and adjusted by the National Geodetic Survey in April 1999..
 FE1280
 FE1280.The orthometric height was determined by differential leveling
 FE1280.and adjusted by the National Geodetic Survey in June 1991..
 FE1280
 FE1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1280
 FE1280.The geoid height was determined by GEOID03.
 FE1280
 FE1280.The dynamic height is computed by dividing the NAVD 88
 FE1280.geopotential number by the normal gravity value computed on the
 FE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1280.degrees latitude (g = 980.6199 gals.).
 FE1280
 FE1280.The modeled gravity was interpolated from observed gravity values.
 FE1280
 FE1280;                    North         East     Units Scale Factor Converg.
 FE1280;SPC TN       -   110,905.191   268,173.976   MT  0.99999531   -2 08 08.7
 FE1280;SPC TN       -   363,861.45    879,834.12   sFT  0.99999531   -2 08 08.7
 FE1280;UTM  16      - 3,906,997.757   259,142.412   MT  1.00031499   -1 31 48.4
 FE1280
 FE1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1280!SPC TN       -   0.99998464  x   0.99999531  =   0.99997995
 FE1280!UTM  16      -   0.99998464  x   1.00031499  =   1.00029963
 FE1280
 FE1280|---------------------------------------------------------------------|
 FE1280| PID    Reference Object                     Distance      Geod. Az  |
 FE1280|                                                           dddmmss.s |
 FE1280| FE1282 ARLINGTON RM 1                       34.036 METERS 13257     |
 FE1280| FE1281 ARLINGTON RM 2                       18.390 METERS 26745     |
 FE1280| CG3142 ARLINGTON AZ MK                                    3345251.0 |
 FE1280|---------------------------------------------------------------------|
 FE1280
 FE1280                          SUPERSEDED SURVEY CONTROL
 FE1280
 FE1280  NAD 83(1995)-  35 16 37.84879(N)    089 38 53.27857(W) AD(       ) 2
 FE1280  NAD 83(1995)-  35 16 37.84904(N)    089 38 53.27874(W) AD(       ) 2
 FE1280  NAD 83(1986)-  35 16 37.85490(N)    089 38 53.27858(W) AD(       ) 2
 FE1280  NAD 27      -  35 16 37.54360(N)    089 38 52.99050(W) AD(       ) 2
 FE1280  NGVD 29 (??/??/??)  125.237  (m)          410.88   (f) ADJUSTED    2 0
 FE1280
 FE1280.Superseded values are not recommended for survey control.
 FE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1280.See file dsdata.txt to determine how the superseded data were derived.
 FE1280
 FE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5914206998(NAD 83)
 FE1280_MARKER: DS = TRIANGULATION STATION DISK
 FE1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1280_STAMPING: ARLINGTON 1958
 FE1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1280+STABILITY: SURFACE MOTION
 FE1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1280+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1280
 FE1280  HISTORY     - Date     Condition        Report By
 FE1280  HISTORY     - 1958     MONUMENTED       CGS
 FE1280  HISTORY     - 1958     GOOD             CGS
 FE1280  HISTORY     - 1958     GOOD             CGS
 FE1280  HISTORY     - 20021002 GOOD             USACE
 FE1280
 FE1280                          STATION DESCRIPTION
 FE1280
 FE1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1280'THE STATION IS ABOUT 2 MILES SOUTH OF ARLINGTON AND ON PROPERTY OWNED
 FE1280'BY LEWIS BEARD. IT IS 38 FEET EAST OF THE CENTERLINE OF A
 FE1280'DRIVEWAY, 44 FEET SOUTH OF THE CENTERLINE OF HARRELL ROAD, 22 FEET
 FE1280'SOUTH OF A FENCE AND 75 FEET NORTHWEST OF A FOUR FOOT OAK
 FE1280'TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ARLINGTON 1957.
 FE1280'
 FE1280'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ARLINGTON, GO SOUTH
 FE1280'ON CHESTER STREET, WHICH LATER BECOMES COLLIERVILLE- ARLINGTON ROAD,
 FE1280'FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD.
 FE1280'CONTINUE SOUTH FOR 0.2 MILE TO HARRELL ROAD TO THE LEFT. TURN
 FE1280'LEFT, EAST AND GO 0.05 MILE TO THE STATION ON THE RIGHT, SOUTH SIDE
 FE1280'OF THE ROAD.
 FE1280'
 FE1280'REFERENCE MARK 1 IS 64 FEET EAST OF A FOUR FOOT OAK TREE, 103 FEET
 FE1280'SOUTH OF A T-FENCE CORNER AND 1 FOOT WEST OF A FENCE. THE MONUMENT IS
 FE1280'FLUSH AND THE DISK IS STAMPED ARLINGTON NO 1 1957.
 FE1280'
 FE1280'REFERENCE MARK 2 IS 1 FOOT NORTH OF A POWERLINE POLE, 23 FEET WEST OF
 FE1280'THE CENTERLINE OF A DRIVEWAY, 56 FEET SOUTH OF THE CENTERLINE OF
 FE1280'HARRELL ROAD, AND 33 FEET SOUTH OF A FENCE. THE MONUMENT IS FLUSH AND
 FE1280'THE DISK IS STAMPED ARLINGTON NO 2 1957.
 FE1280'
 FE1280'THE AZIMUTH MARK IS 1 FOOT WEST OF A FENCE, 2.5 FEET NORTH OF A WHITE
 FE1280'WITNESS POST AND 19 FEET EAST OF THE CENTERLINE OF
 FE1280'COLLIERVILLE-ARLINGTON ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 FE1280'STAMPED ARLINGTON 1957.
 FE1280'
 FE1280'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE1280
 FE1280                          STATION RECOVERY (1958)
 FE1280
 FE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1280'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE1280'GOOD CONDITION. THE DESCRIPTION IS ENTIRELY ADEQUATE.
 FE1280
 FE1280                          STATION RECOVERY (1958)
 FE1280
 FE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1280'5.1 MI SW FROM GALLAWAY.
 FE1280'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR
 FE1280'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1280'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1280'A GRAVELED ROAD, 75 FT. NORTHWEST OF A FOUR FOOT OAK TREE, 44 FEET
 FE1280'SOUTH OF THE CENTER OF HARRELL RD., 38 FEET EAST OF THE CENTER OF A
 FE1280'DRIVEWAY AND 22 FEET SOUTH OF A FENCE, A C AND GS TRIANGULATION
 FE1280'STATION MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS SET
 FE1280'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1280
 FE1280                          STATION RECOVERY (2002)
 FE1280
 FE1280'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0760 ***********************************************************************
 FD0760  DESIGNATION -  ARLINGTON AZ MK
 FD0760  PID         -  FD0760
 FD0760  STATE/COUNTY-  TN/MAURY
 FD0760  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0760
 FD0760                         *CURRENT SURVEY CONTROL
 FD0760  ___________________________________________________________________
 FD0760* NAD 83(1986)-  35 30 55.     (N)    087 13 11.     (W)     SCALED    
 FD0760* NAVD 88     -       218.356  (meters)     716.39   (feet)  ADJUSTED  
 FD0760  ___________________________________________________________________
 FD0760  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0760  DYNAMIC HT  -         218.158 (meters)     715.74  (feet)  COMP
 FD0760  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0760
 FD0760  VERT ORDER  -  FIRST     CLASS II
 FD0760
 FD0760.The horizontal coordinates were scaled from a topographic map and have
 FD0760.an estimated accuracy of +/- 6 seconds.
 FD0760
 FD0760.The orthometric height was determined by differential leveling
 FD0760.and adjusted by the National Geodetic Survey in June 1991..
 FD0760
 FD0760.The geoid height was determined by GEOID03.
 FD0760
 FD0760.The dynamic height is computed by dividing the NAVD 88
 FD0760.geopotential number by the normal gravity value computed on the
 FD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0760.degrees latitude (g = 980.6199 gals.).
 FD0760
 FD0760.The modeled gravity was interpolated from observed gravity values.
 FD0760
 FD0760;                    North         East    Units  Estimated Accuracy
 FD0760;SPC TN       -   131,830.      489,360.      MT  (+/- 180 meters Scaled)
 FD0760
 FD0760                          SUPERSEDED SURVEY CONTROL
 FD0760
 FD0760  NGVD 29 (??/??/92)  218.339  (m)          716.33   (f) ADJ UNCH    1 2
 FD0760
 FD0760.Superseded values are not recommended for survey control.
 FD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0760.See file dsdata.txt to determine how the superseded data were derived.
 FD0760
 FD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE800302(NAD 83)
 FD0760_MARKER: DD = SURVEY DISK
 FD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0760_STAMPING: ARLINGTON AZI 1962
 FD0760_MARK LOGO: TNHD  
 FD0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0760+STABILITY: SURFACE MOTION
 FD0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0760+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0760
 FD0760  HISTORY     - Date     Condition        Report By
 FD0760  HISTORY     - 1962     MONUMENTED       TNHD
 FD0760  HISTORY     - 1983     GOOD             NGS
 FD0760  HISTORY     - 20020514 GOOD             TNDT
 FD0760
 FD0760                          STATION DESCRIPTION
 FD0760
 FD0760'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0760'2 MI SE FROM MT PLEASANT.
 FD0760'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY
 FD0760'43 FOR 1.7 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS
 FD0760'24 FEET EAST OF U.S. HIGHWAY 43 AND 4 FEET SOUTH OF A TELEPHONE
 FD0760'POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0760'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0760
 FD0760                          STATION RECOVERY (1983)
 FD0760
 FD0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0760'RECOVERED IN GOOD CONDITION.
 FD0760'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD0760'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD0760
 FD0760                          STATION RECOVERY (2002)
 FD0760
 FD0760'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0760'IN A THICK HEDGEROW - NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2529 ***********************************************************************
 FE2529  DESIGNATION -  ARLINGTON MUNICIPAL TANK
 FE2529  PID         -  FE2529
 FE2529  STATE/COUNTY-  TN/SHELBY
 FE2529  USGS QUAD   -  ARLINGTON (1973)
 FE2529
 FE2529                         *CURRENT SURVEY CONTROL
 FE2529  ___________________________________________________________________
 FE2529* NAD 83(1995)-  35 17 17.11464(N)    089 39 31.90678(W)     ADJUSTED  
 FE2529* NAVD 88     -                                                        
 FE2529  ___________________________________________________________________
 FE2529  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2529  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2529
 FE2529  HORZ ORDER  -  THIRD
 FE2529
 FE2529.The horizontal coordinates were established by classical geodetic methods
 FE2529.and adjusted by the National Geodetic Survey in April 1999..
 FE2529
 FE2529
 FE2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2529
 FE2529.The geoid height was determined by GEOID03.
 FE2529
 FE2529;                    North         East     Units Scale Factor Converg.
 FE2529;SPC TN       -   112,151.048   267,243.669   MT  0.99999350   -2 08 31.4
 FE2529;SPC TN       -   367,948.90    876,781.94   sFT  0.99999350   -2 08 31.4
 FE2529;UTM  16      - 3,908,234.113   258,198.687   MT  1.00032061   -1 32 12.3
 FE2529
 FE2529                          SUPERSEDED SURVEY CONTROL
 FE2529
 FE2529  NAD 83(1995)-  35 17 17.12028(N)    089 39 31.90743(W) AD(       ) 4
 FE2529  NAD 83(1995)-  35 17 17.12051(N)    089 39 31.90750(W) AD(       ) 4
 FE2529  NAD 83(1986)-  35 17 17.12619(N)    089 39 31.90740(W) AD(       ) 4
 FE2529  NAD 27      -  35 17 16.81500(N)    089 39 31.61800(W) AD(       ) 3
 FE2529
 FE2529.Superseded values are not recommended for survey control.
 FE2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2529.See file dsdata.txt to determine how the superseded data were derived.
 FE2529
 FE2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5819908234(NAD 83)
 FE2529_MARKER: 53 = ELEVATED TANK
 FE2529
 FE2529  HISTORY     - Date     Condition        Report By
 FE2529  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2529  HISTORY     - 1958     GOOD             CGS
 FE2529
 FE2529                          STATION DESCRIPTION
 FE2529
 FE2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2529'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE ARLINGTON
 FE2529'MUNICIPAL WATER TANK LOCATED AT THE EXTREME SOUTH EDGE OF
 FE2529'ARLINGTON AT THE INTERSECTION OF CHESTER AND DOUGLAS STREETS.  IT IS
 FE2529'156 FEET NORTHEAST OF THE INTERSECTION OF CHESTER AND DOUGLAS
 FE2529'STREETS AND 103 FEET EAST OF THE CENTERLINE OF CHESTER STREET.
 FE2529'
 FE2529'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 FE2529'SILVER AND BEARS THE LEGEND ARLINGTON UTILITIES DISTRICT ON THE NORTH
 FE2529'SIDE.  THE OVERALL HEIGHT IS ABOUT 90 FEET.
 FE2529
 FE2529                          STATION RECOVERY (1958)
 FE2529
 FE2529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2529'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION EXCEPT
 FE2529'THAT UTILITIES DISTRICT NO LONGER APPEARS ON THE TANK.  THE
 FE2529'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2530 ***********************************************************************
 FE2530  DESIGNATION -  ARLINGTON RAD STA KIH 574 MAST
 FE2530  PID         -  FE2530
 FE2530  STATE/COUNTY-  TN/SHELBY
 FE2530  USGS QUAD   -  ARLINGTON (1973)
 FE2530
 FE2530                         *CURRENT SURVEY CONTROL
 FE2530  ___________________________________________________________________
 FE2530* NAD 83(1995)-  35 17 57.89611(N)    089 39 35.06144(W)     ADJUSTED  
 FE2530* NAVD 88     -                                                        
 FE2530  ___________________________________________________________________
 FE2530  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2530  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2530
 FE2530  HORZ ORDER  -  THIRD
 FE2530
 FE2530.The horizontal coordinates were established by classical geodetic methods
 FE2530.and adjusted by the National Geodetic Survey in April 1999..
 FE2530
 FE2530
 FE2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2530
 FE2530.The geoid height was determined by GEOID03.
 FE2530
 FE2530;                    North         East     Units Scale Factor Converg.
 FE2530;SPC TN       -   113,409.956   267,210.998   MT  0.99999165   -2 08 33.2
 FE2530;SPC TN       -   372,079.16    876,674.75   sFT  0.99999165   -2 08 33.2
 FE2530;UTM  16      - 3,909,493.019   258,152.708   MT  1.00032088   -1 32 15.6
 FE2530
 FE2530                          SUPERSEDED SURVEY CONTROL
 FE2530
 FE2530  NAD 83(1995)-  35 17 57.90175(N)    089 39 35.06211(W) AD(       ) 4
 FE2530  NAD 83(1995)-  35 17 57.90197(N)    089 39 35.06208(W) AD(       ) 4
 FE2530  NAD 83(1986)-  35 17 57.90773(N)    089 39 35.06216(W) AD(       ) 4
 FE2530  NAD 27      -  35 17 57.59800(N)    089 39 34.77300(W) AD(       ) 3
 FE2530
 FE2530.Superseded values are not recommended for survey control.
 FE2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2530.See file dsdata.txt to determine how the superseded data were derived.
 FE2530
 FE2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5815309493(NAD 83)
 FE2530_MARKER: 42 = RADIO/TV MAST
 FE2530
 FE2530  HISTORY     - Date     Condition        Report By
 FE2530  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2530
 FE2530                          STATION DESCRIPTION
 FE2530
 FE2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2530'THE STATION IS THE CENTER OF THE TOP OF THE MAST OWNED AND OPERATED
 FE2530'BY THE STATE HIGHWAY GARAGE AND LOCATED ABOUT 0.5 MILE NORTH OF
 FE2530'ARLINGTON AND ABOUT 8 FEET WEST OF THE NORTHWEST CORNER OF THE STATE
 FE2530'HIGHWAY GARAGE BUILDING.  IT IS ABOUT 160 FEET HIGH, PAINTED IN
 FE2530'ALTERNATE SECTIONS OF RED AND WHITE AND HAS A RED OBSTRUCTION LIGHT
 FE2530'ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0759 ***********************************************************************
 FD0759  DESIGNATION -  ARLINGTON RM 1
 FD0759  PID         -  FD0759
 FD0759  STATE/COUNTY-  TN/MAURY
 FD0759  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0759
 FD0759                         *CURRENT SURVEY CONTROL
 FD0759  ___________________________________________________________________
 FD0759* NAD 83(1986)-  35 30 40.     (N)    087 13 22.     (W)     SCALED    
 FD0759* NAVD 88     -       220.916  (meters)     724.79   (feet)  ADJUSTED  
 FD0759  ___________________________________________________________________
 FD0759  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0759  DYNAMIC HT  -         220.714 (meters)     724.13  (feet)  COMP
 FD0759  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0759
 FD0759  VERT ORDER  -  SECOND    CLASS 0
 FD0759
 FD0759.The horizontal coordinates were scaled from a topographic map and have
 FD0759.an estimated accuracy of +/- 6 seconds.
 FD0759
 FD0759.The orthometric height was determined by differential leveling
 FD0759.and adjusted by the National Geodetic Survey in June 1991..
 FD0759
 FD0759.The geoid height was determined by GEOID03.
 FD0759
 FD0759.The dynamic height is computed by dividing the NAVD 88
 FD0759.geopotential number by the normal gravity value computed on the
 FD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0759.degrees latitude (g = 980.6199 gals.).
 FD0759
 FD0759.The modeled gravity was interpolated from observed gravity values.
 FD0759
 FD0759;                    North         East    Units  Estimated Accuracy
 FD0759;SPC TN       -   131,370.      489,080.      MT  (+/- 180 meters Scaled)
 FD0759
 FD0759                          SUPERSEDED SURVEY CONTROL
 FD0759
 FD0759  NGVD 29 (??/??/92)  220.898  (m)          724.73   (f) ADJ UNCH    2 0
 FD0759
 FD0759.Superseded values are not recommended for survey control.
 FD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0759.See file dsdata.txt to determine how the superseded data were derived.
 FD0759
 FD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE797297(NAD 83)
 FD0759_MARKER: DD = SURVEY DISK
 FD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0759_STAMPING: ARLINGTON RM 1 1962
 FD0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0759+STABILITY: SURFACE MOTION
 FD0759
 FD0759  HISTORY     - Date     Condition        Report By
 FD0759  HISTORY     - 1962     MONUMENTED       TNHD
 FD0759  HISTORY     - 1963     GOOD             TNHD
 FD0759  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0759  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0759
 FD0759                          STATION DESCRIPTION
 FD0759
 FD0759'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0759'2 MI SE FROM MT PLEASANT.
 FD0759'THIS MARK IS LOCATED AT THE ARLINGTON 1962 STATION SITE, 35 FEET
 FD0759'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 43 AND 71 FEET NORTHEAST
 FD0759'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0759'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0759'GROUND.
 FD0759
 FD0759                          STATION RECOVERY (1983)
 FD0759
 FD0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0759'NOT RECOVERED, HIGHWAY CONSTRUCTION IN AREA.
 FD0759
 FD0759                          STATION RECOVERY (2002)
 FD0759
 FD0759'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0759'HIGHWAY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1282 ***********************************************************************
 FE1282  DESIGNATION -  ARLINGTON RM 1
 FE1282  PID         -  FE1282
 FE1282  STATE/COUNTY-  TN/SHELBY
 FE1282  USGS QUAD   -  ARLINGTON (1973)
 FE1282
 FE1282                         *CURRENT SURVEY CONTROL
 FE1282  ___________________________________________________________________
 FE1282* NAD 83(1986)-  35 16 31.     (N)    089 38 54.     (W)     SCALED    
 FE1282* NAVD 88     -       123.618  (meters)     405.57   (feet)  ADJUSTED  
 FE1282  ___________________________________________________________________
 FE1282  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1282  DYNAMIC HT  -         123.507 (meters)     405.21  (feet)  COMP
 FE1282  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FE1282
 FE1282  VERT ORDER  -  SECOND    CLASS 0
 FE1282
 FE1282.The horizontal coordinates were scaled from a topographic map and have
 FE1282.an estimated accuracy of +/- 6 seconds.
 FE1282
 FE1282.The orthometric height was determined by differential leveling
 FE1282.and adjusted by the National Geodetic Survey in June 1991..
 FE1282
 FE1282.The geoid height was determined by GEOID03.
 FE1282
 FE1282.The dynamic height is computed by dividing the NAVD 88
 FE1282.geopotential number by the normal gravity value computed on the
 FE1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1282.degrees latitude (g = 980.6199 gals.).
 FE1282
 FE1282.The modeled gravity was interpolated from observed gravity values.
 FE1282
 FE1282;                    North         East    Units  Estimated Accuracy
 FE1282;SPC TN       -   110,700.      268,150.      MT  (+/- 180 meters Scaled)
 FE1282
 FE1282                          SUPERSEDED SURVEY CONTROL
 FE1282
 FE1282  NGVD 29 (??/??/??)  123.605  (m)          405.53   (f) ADJUSTED    2 0
 FE1282
 FE1282.Superseded values are not recommended for survey control.
 FE1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1282.See file dsdata.txt to determine how the superseded data were derived.
 FE1282
 FE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE591067(NAD 83)
 FE1282_MARKER: DR = REFERENCE MARK DISK
 FE1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1282_STAMPING: ARLINGTON NO 1 1958
 FE1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1282+STABILITY: SURFACE MOTION
 FE1282
 FE1282  HISTORY     - Date     Condition        Report By
 FE1282  HISTORY     - 1957     MONUMENTED       CGS
 FE1282  HISTORY     - 1958     GOOD             CGS
 FE1282  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1282
 FE1282                          STATION DESCRIPTION
 FE1282
 FE1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1282'5.1 MI SW FROM GALLAWAY.
 FE1282'1.9 MILES SOUTH ALONG A GRAVEL ROAD, FROM THE L. AND N. RR
 FE1282'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED
 FE1282'ROAD, THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7
 FE1282'WEST ALONG A GRAVELED ROAD, 103 FEET SOUTH OF A T FENCE
 FE1282'CORNER, 23 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 FE1282'WEST OF A FENCE, AND C AND GS TRIANGULATION REFERENCE MARK
 FE1282'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH
 FE1282'WITH THE SURFACE OF THE GROUND.
 FE1282
 FE1282                          STATION RECOVERY (2002)
 FE1282
 FE1282'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0757 ***********************************************************************
 FD0757  DESIGNATION -  ARLINGTON RM 2
 FD0757  PID         -  FD0757
 FD0757  STATE/COUNTY-  TN/MAURY
 FD0757  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0757
 FD0757                         *CURRENT SURVEY CONTROL
 FD0757  ___________________________________________________________________
 FD0757* NAD 83(1986)-  35 30 40.     (N)    087 13 22.     (W)     SCALED    
 FD0757* NAVD 88     -       222.295  (meters)     729.31   (feet)  ADJUSTED  
 FD0757  ___________________________________________________________________
 FD0757  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0757  DYNAMIC HT  -         222.093 (meters)     728.65  (feet)  COMP
 FD0757  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0757
 FD0757  VERT ORDER  -  SECOND    CLASS 0
 FD0757
 FD0757.The horizontal coordinates were scaled from a topographic map and have
 FD0757.an estimated accuracy of +/- 6 seconds.
 FD0757
 FD0757.The orthometric height was determined by differential leveling
 FD0757.and adjusted by the National Geodetic Survey in June 1991..
 FD0757
 FD0757.The geoid height was determined by GEOID03.
 FD0757
 FD0757.The dynamic height is computed by dividing the NAVD 88
 FD0757.geopotential number by the normal gravity value computed on the
 FD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0757.degrees latitude (g = 980.6199 gals.).
 FD0757
 FD0757.The modeled gravity was interpolated from observed gravity values.
 FD0757
 FD0757;                    North         East    Units  Estimated Accuracy
 FD0757;SPC TN       -   131,370.      489,080.      MT  (+/- 180 meters Scaled)
 FD0757
 FD0757                          SUPERSEDED SURVEY CONTROL
 FD0757
 FD0757  NGVD 29 (??/??/92)  222.278  (m)          729.26   (f) ADJ UNCH    2 0
 FD0757
 FD0757.Superseded values are not recommended for survey control.
 FD0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0757.See file dsdata.txt to determine how the superseded data were derived.
 FD0757
 FD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE797297(NAD 83)
 FD0757_MARKER: DD = SURVEY DISK
 FD0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0757_STAMPING: ARLINGTON RM 2 1962
 FD0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0757+STABILITY: SURFACE MOTION
 FD0757
 FD0757  HISTORY     - Date     Condition        Report By
 FD0757  HISTORY     - 1962     MONUMENTED       TNHD
 FD0757  HISTORY     - 1963     GOOD             TNHD
 FD0757  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0757  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0757
 FD0757                          STATION DESCRIPTION
 FD0757
 FD0757'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0757'2 MI SW FROM MT PLEASANT.
 FD0757'THE MARK IS LOCATED AT THE ARLINGTON 1962 STATION SITE, 34 FEET
 FD0757'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 43 AND 77 FEET SOUTHWEST
 FD0757'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0757'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0757'GROUND.
 FD0757
 FD0757                          STATION RECOVERY (1983)
 FD0757
 FD0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0757'NOT RECOVERED, HIGHWAY CONSTRUCTION IN THE AREA.
 FD0757
 FD0757                          STATION RECOVERY (2002)
 FD0757
 FD0757'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0757'HIGHWAY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1281 ***********************************************************************
 FE1281  DESIGNATION -  ARLINGTON RM 2
 FE1281  PID         -  FE1281
 FE1281  STATE/COUNTY-  TN/SHELBY
 FE1281  USGS QUAD   -  ARLINGTON (1973)
 FE1281
 FE1281                         *CURRENT SURVEY CONTROL
 FE1281  ___________________________________________________________________
 FE1281* NAD 83(1986)-  35 16 37.     (N)    089 38 54.     (W)     SCALED    
 FE1281* NAVD 88     -       125.391  (meters)     411.39   (feet)  ADJUSTED  
 FE1281  ___________________________________________________________________
 FE1281  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1281  DYNAMIC HT  -         125.278 (meters)     411.02  (feet)  COMP
 FE1281  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 FE1281
 FE1281  VERT ORDER  -  SECOND    CLASS 0
 FE1281
 FE1281.The horizontal coordinates were scaled from a topographic map and have
 FE1281.an estimated accuracy of +/- 6 seconds.
 FE1281
 FE1281.The orthometric height was determined by differential leveling
 FE1281.and adjusted by the National Geodetic Survey in June 1991..
 FE1281
 FE1281.The geoid height was determined by GEOID03.
 FE1281
 FE1281.The dynamic height is computed by dividing the NAVD 88
 FE1281.geopotential number by the normal gravity value computed on the
 FE1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1281.degrees latitude (g = 980.6199 gals.).
 FE1281
 FE1281.The modeled gravity was interpolated from observed gravity values.
 FE1281
 FE1281;                    North         East    Units  Estimated Accuracy
 FE1281;SPC TN       -   110,880.      268,160.      MT  (+/- 180 meters Scaled)
 FE1281
 FE1281                          SUPERSEDED SURVEY CONTROL
 FE1281
 FE1281  NGVD 29 (??/??/??)  125.379  (m)          411.35   (f) ADJUSTED    2 0
 FE1281
 FE1281.Superseded values are not recommended for survey control.
 FE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1281.See file dsdata.txt to determine how the superseded data were derived.
 FE1281
 FE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE591069(NAD 83)
 FE1281_MARKER: DR = REFERENCE MARK DISK
 FE1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1281_STAMPING: ARLINGTON NO 2 1958
 FE1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1281+STABILITY: SURFACE MOTION
 FE1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1281+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1281
 FE1281  HISTORY     - Date     Condition        Report By
 FE1281  HISTORY     - 1957     MONUMENTED       CGS
 FE1281  HISTORY     - 1958     GOOD             CGS
 FE1281  HISTORY     - 20021002 GOOD             USACE
 FE1281
 FE1281                          STATION DESCRIPTION
 FE1281
 FE1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1281'5.1 MI SW FROM GALLAWAY.
 FE1281'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1281'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1281'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST
 FE1281'ALONG A GRAVELED ROAD, 56 FEET SOUTH OF THE CENTER OF HARRELL
 FE1281'ROAD, 33 FEET SOUTH OF A FENCE, 23 FEET WEST OF THE CENTER OF A
 FE1281'DRIVEWAY, A C AND GS TRIANGULATION REFERENCE MARK DISK SET IN THE
 FE1281'TOP OF A CONCRETE POST AND IS SET FLUSH WITH THE SURFACE OF THE
 FE1281'GROUND.
 FE1281
 FE1281                          STATION RECOVERY (2002)
 FE1281
 FE1281'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2763 ***********************************************************************
 FE2763  DESIGNATION -  ARLIPORT
 FE2763  PID         -  FE2763
 FE2763  STATE/COUNTY-  TN/SHELBY
 FE2763  USGS QUAD   -  ARLINGTON (1973)
 FE2763
 FE2763                         *CURRENT SURVEY CONTROL
 FE2763  ___________________________________________________________________
 FE2763* NAD 83(1995)-  35 16 59.62483(N)    089 40 21.33993(W)     ADJUSTED  
 FE2763* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 FE2763  ___________________________________________________________________
 FE2763  X           -      29,785.028 (meters)                     COMP
 FE2763  Y           -  -5,212,305.382 (meters)                     COMP
 FE2763  Z           -   3,663,597.522 (meters)                     COMP
 FE2763  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2763  ELLIP HEIGHT-          61.62  (meters)          (04/12/99) GPS OBS
 FE2763  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2763
 FE2763  HORZ ORDER  -  THIRD
 FE2763  ELLP ORDER  -  FOURTH    CLASS I
 FE2763
 FE2763.This mark is at Arlington Airport (LHC)
 FE2763
 FE2763.The horizontal coordinates were established by GPS observations
 FE2763.and adjusted by the National Geodetic Survey in April 1999..
 FE2763
 FE2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2763
 FE2763.Photographs are available for this station.
 FE2763
 FE2763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2763
 FE2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2763
 FE2763.The ellipsoidal height was determined by GPS observations
 FE2763.and is referenced to NAD 83.
 FE2763
 FE2763.The geoid height was determined by GEOID03.
 FE2763
 FE2763;                    North         East     Units Scale Factor Converg.
 FE2763;SPC TN       -   111,659.200   265,975.224   MT  0.99999430   -2 09 00.3
 FE2763;SPC TN       -   366,335.23    872,620.38   sFT  0.99999430   -2 09 00.3
 FE2763;UTM  16      - 3,907,728.722   256,935.092   MT  1.00032816   -1 32 40.2
 FE2763
 FE2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2763!SPC TN       -   0.99999033  x   0.99999430  =   0.99998463
 FE2763!UTM  16      -   0.99999033  x   1.00032816  =   1.00031848
 FE2763
 FE2763                          SUPERSEDED SURVEY CONTROL
 FE2763
 FE2763  NAD 83(1995)-  35 16 59.62399(N)    089 40 21.33821(W) AD(       ) 3
 FE2763  NAD 83(1995)-  35 16 59.62399(N)    089 40 21.33821(W) AD(       ) 3
 FE2763  NGVD 29 (09/17/90)   89.0    (m)          292.     (f) GPS OBS        
 FE2763
 FE2763.Superseded values are not recommended for survey control.
 FE2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2763.See file dsdata.txt to determine how the superseded data were derived.
 FE2763
 FE2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5693507729(NAD 83)
 FE2763_MARKER: I = METAL ROD
 FE2763_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2763_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2763+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 FE2763
 FE2763  HISTORY     - Date     Condition        Report By
 FE2763  HISTORY     - 1987     MONUMENTED       NGS
 FE2763  HISTORY     - 19890627 GOOD
 FE2763
 FE2763                          STATION DESCRIPTION
 FE2763
 FE2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2763'1.0 MILE SOUTHWEST ALONG US HIGHWAYS 70 WEST AND 79 SOUTH FROM THE
 FE2763'TENNESSEE DEPARTMENT OF TRANSPORTATION BUILDING (DISTRICT 45) IN
 FE2763'ARLINGTON TO THE JUNCTION OF STATE HIGHWAY 205 THENCE 0.70 MILE SOUTH
 FE2763'ALONG STATE HIGHWAY 205 TO THE OFFICE BUILDING OF THE ARLINGTON
 FE2763'MUNICIPAL AIRPORT, THENCE 0.05 MILE SOUTHWESTERLY ALONG TAXIWAY
 FE2763'CROSSOVER TO JUNCTION OF RUNWAY AND MARK ON LEFT, A 3-D MARK, A
 FE2763'STAIN LESS STEEL ROD DRIVEN 24.0 FEET TO REFUSAL, 6 INCHES BELOW
 FE2763'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED
 FE2763'IN A 5 INCHED PVC PIPE WITH LOGO CAP, ---STAMPED ARLIPORT 1987, 3
 FE2763'INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 38.5 FEET
 FE2763'NORTHEAST OF NORTHEAST EDGE OF RUNWAY, 41.7 FEET SOUTHEAST OF
 FE2763'TAXIWAY, 33.4 FEET SOUTHWEST OF A PIPE CULVERT WITH HEADWALL
 FE2763'25.2 FEET NORTHEAST OF A SQUARE METAL BOX WITH ARROW ON SIDE,
 FE2763'AND 1.0 FOOT NORTHWEST OF A FIBERGLASS WITNESS POST. CONTACT
 FE2763'MR CHATHAM AT 901-386-9975 OR CALL TOLL FREE 1-800-523-7398
 FE2763'BEFORE WORKING ON AIRPORT.
 FE2763
 FE2763                          STATION RECOVERY (1989)
 FE2763
 FE2763'RECOVERED 1989
 FE2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2764 ***********************************************************************
 FE2764  DESIGNATION -  ARLIPORT AZ MK
 FE2764  PID         -  FE2764
 FE2764  STATE/COUNTY-  TN/SHELBY
 FE2764  USGS QUAD   -  ARLINGTON (1973)
 FE2764
 FE2764                         *CURRENT SURVEY CONTROL
 FE2764  ___________________________________________________________________
 FE2764* NAD 83(1995)-  35 16 42.11140(N)    089 40 10.65773(W)     ADJUSTED  
 FE2764* NAVD 88     -        94.7    (meters)     311.     (feet)  VERTCON   
 FE2764  ___________________________________________________________________
 FE2764  X           -      30,056.791 (meters)                     COMP
 FE2764  Y           -  -5,212,620.217 (meters)                     COMP
 FE2764  Z           -   3,663,160.202 (meters)                     COMP
 FE2764  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE2764  ELLIP HEIGHT-          67.31  (meters)          (04/12/99) GPS OBS
 FE2764  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2764
 FE2764  HORZ ORDER  -  THIRD
 FE2764  ELLP ORDER  -  FOURTH    CLASS I
 FE2764
 FE2764.This mark is at Arlington Airport (LHC)
 FE2764
 FE2764.The horizontal coordinates were established by GPS observations
 FE2764.and adjusted by the National Geodetic Survey in April 1999..
 FE2764
 FE2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2764
 FE2764.Photographs are available for this station.
 FE2764
 FE2764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2764
 FE2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2764
 FE2764.The ellipsoidal height was determined by GPS observations
 FE2764.and is referenced to NAD 83.
 FE2764
 FE2764.The geoid height was determined by GEOID03.
 FE2764
 FE2764;                    North         East     Units Scale Factor Converg.
 FE2764;SPC TN       -   111,109.725   266,224.740   MT  0.99999512   -2 08 54.0
 FE2764;SPC TN       -   364,532.49    873,439.00   sFT  0.99999512   -2 08 54.0
 FE2764;UTM  16      - 3,907,181.734   257,190.488   MT  1.00032663   -1 32 33.3
 FE2764
 FE2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2764!SPC TN       -   0.99998943  x   0.99999512  =   0.99998456
 FE2764!UTM  16      -   0.99998943  x   1.00032663  =   1.00031606
 FE2764
 FE2764                          SUPERSEDED SURVEY CONTROL
 FE2764
 FE2764  NAD 83(1995)-  35 16 42.11057(N)    089 40 10.65602(W) AD(       ) 3
 FE2764  NAD 83(1995)-  35 16 42.11057(N)    089 40 10.65602(W) AD(       ) 3
 FE2764  NGVD 29 (09/17/90)   94.7    (m)          311.     (f) GPS OBS        
 FE2764
 FE2764.Superseded values are not recommended for survey control.
 FE2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2764.See file dsdata.txt to determine how the superseded data were derived.
 FE2764
 FE2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5719007182(NAD 83)
 FE2764_MARKER: I = METAL ROD
 FE2764_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2764_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2764+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 FE2764
 FE2764  HISTORY     - Date     Condition        Report By
 FE2764  HISTORY     - 1987     MONUMENTED       NGS
 FE2764  HISTORY     - 19890627 GOOD
 FE2764
 FE2764                          STATION DESCRIPTION
 FE2764
 FE2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2764'1.0 MILE SOUTHWEST ALONG US HIGHWAYS 70 WEST AND 79 SOUTH FROM THE
 FE2764'TENNESSEE DEPARTMENT OF TRANSPORTATION BUILDING (DISTRICT 45) IN
 FE2764'ARLINGTON, TO THE JUNCTION OF STATE HIGHWAY 205, THENCE 0.70 MILE
 FE2764'SOUTH ALONG STATE HIGHWAY 205 TO THE OFFICE BUILDING OF THE ARLINGTON
 FE2764'MUNICIPAL AIRPORT, THENCE SOUTHWEST ACROSS TAXI APRON, THENCE 0.40
 FE2764'MILE SOUTHEAST ALONG TAXIWAY TO END OF RUNWAY AND MARK, A 3-D MARK,
 FE2764'A STAINLESS STEEL ROD DRIVEN 23.0 FEET TO REFUSAL, 5 INCHES BELOW
 FE2764'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 FE2764'IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED AIRPORT AZ MK 1987,
 FE2764'2 INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 45.0 FEET
 FE2764'NORTHEAST OF NORTHEAST EDGE OF EXTENDED RUNWAY, 42.4 FEET SOUTHEAST
 FE2764'OF THE MOST EASTERLY ONE OF FOUR RUN LIGHTS 42.5 FEET SOUTH-SOUTHEAST
 FE2764'OF THE SOUTH-SOUTHEAST EDGE OF TAXIWAY CROSSOVER, 32.7 FEET SOUTHWEST
 FE2764'OF A STEEL PIPE FOR A ORANGE METAL BOX WITH APPROACH LIGHT, AND 1.0
 FE2764'FOOT NORTHWEST OF A FIBERGLASS WITNESS POST.
 FE2764
 FE2764                          STATION RECOVERY (1989)
 FE2764
 FE2764'RECOVERED 1989
 FE2764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1448 ***********************************************************************
 FD1448  DESIGNATION -  ARMSTRONG
 FD1448  PID         -  FD1448
 FD1448  STATE/COUNTY-  TN/BEDFORD
 FD1448  USGS QUAD   -  NORMANDY (1983)
 FD1448
 FD1448                         *CURRENT SURVEY CONTROL
 FD1448  ___________________________________________________________________
 FD1448* NAD 83(1995)-  35 24 41.87995(N)    086 20 38.59997(W)     ADJUSTED  
 FD1448* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 FD1448  ___________________________________________________________________
 FD1448  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 FD1448  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1448
 FD1448  HORZ ORDER  -  SECOND
 FD1448
 FD1448.The horizontal coordinates were established by classical geodetic methods
 FD1448.and adjusted by the National Geodetic Survey in April 1999..
 FD1448
 FD1448.The orthometric height was scaled from a topographic map.
 FD1448
 FD1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1448
 FD1448.The geoid height was determined by GEOID03.
 FD1448
 FD1448;                    North         East     Units Scale Factor Converg.
 FD1448;SPC TN       -   119,691.915   568,750.732   MT  0.99997541   -0 12 05.1
 FD1448;SPC TN       -   392,689.22  1,865,976.36   sFT  0.99997541   -0 12 05.1
 FD1448;UTM  16      - 3,918,890.730   559,555.150   MT  0.99964371   +0 22 48.3
 FD1448
 FD1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1448!SPC TN       -   0.99995045  x   0.99997541  =   0.99992587
 FD1448!UTM  16      -   0.99995045  x   0.99964371  =   0.99959418
 FD1448
 FD1448:                Primary Azimuth Mark                     Grid Az
 FD1448:SPC TN       -  ARMSTRONG AZ MK                          116 53 34.1
 FD1448:UTM  16      -  ARMSTRONG AZ MK                          116 18 40.7
 FD1448
 FD1448|---------------------------------------------------------------------|
 FD1448| PID    Reference Object                     Distance      Geod. Az  |
 FD1448|                                                           dddmmss.s |
 FD1448| CG5479 ARMSTRONG AZ MK                                    1164129.0 |
 FD1448| CG5480 ARMSTRONG RM 1                       30.072 METERS 23722     |
 FD1448| CG5481 ARMSTRONG RM 2                                     33857     |
 FD1448|---------------------------------------------------------------------|
 FD1448
 FD1448                          SUPERSEDED SURVEY CONTROL
 FD1448
 FD1448  NAD 83(1995)-  35 24 41.88553(N)    086 20 38.59994(W) AD(       ) 2
 FD1448  NAD 83(1995)-  35 24 41.88833(N)    086 20 38.60038(W) AD(       ) 2
 FD1448  NAD 83(1986)-  35 24 41.89205(N)    086 20 38.59882(W) AD(       ) 2
 FD1448  NAD 27      -  35 24 41.62300(N)    086 20 38.62300(W) AD(       ) 2
 FD1448
 FD1448.Superseded values are not recommended for survey control.
 FD1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1448.See file dsdata.txt to determine how the superseded data were derived.
 FD1448
 FD1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5955518891(NAD 83)
 FD1448_MARKER: DS = TRIANGULATION STATION DISK
 FD1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1448
 FD1448  HISTORY     - Date     Condition        Report By
 FD1448  HISTORY     - 1934     MONUMENTED       CGS
 FD1448
 FD1448                          STATION DESCRIPTION
 FD1448
 FD1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1448'ABOUT 8 MILES SOUTHEAST OF SHELBYVILLE, JUST WEST OF ROUTE 16, ON
 FD1448'HIGHEST POINT OF
 FD1448'RIDGE ON CLEARED GROUND OWNED BY JAS R ARMSTRONG,
 FD1448'ABOUT 0.25 MILE WEST-SOUTHWEST OF
 FD1448'MR ARMSTRONGS HOUSE, AND ABOUT 180
 FD1448'FEET EAST OF WIRE FENCE LINE.  TO REACH FROM
 FD1448'JUNCTION OF ROUTES 16
 FD1448'AND 55 IN TULLAHOMA (AT ARROW SHELBYVILLE 18), FOLLOW ROUTE 16
 FD1448'WEST 5.55 MILES
 FD1448'TO JUNCTION WITH ROUTE 55, TURN RIGHT AND CONTINUE ON
 FD1448'ROUTE 16 3.0 MILES (0.7 MILE
 FD1448'BEYOND STORES ON RIGHT AND LEFT), CROSS
 FD1448'CONCRETE BRIDGE AT RIGHT TURN IN ROAD, AND
 FD1448'CONTINUE 0.8 MILE TO MR
 FD1448'ARMSTRONGS HOUSE ON LEFT NEAR TOP OF GRADE.  SURFACE AND
 FD1448'UNDERGROUND MARKS
 FD1448'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1448'MARK IS BELOW SURFACE OF
 FD1448'GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1448'STANDARD REFERENCE DISKS IN CONCRETE.
 FD1448'NO 1 IS BELOW
 FD1448'SURFACE OF GROUND AND 98.66 FEET FROM STATION S 57
 FD1448'DEG 22 MIN W.  NO
 FD1448'2 IS IN EDGE OF FIELD, AT SOUTHEAST EDGE OF WOODS, 40 FEET
 FD1448'EAST OF RAIL FENCE LINE,
 FD1448'AND 313.10 FEET (SLOPE DISTANCE) FROM
 FD1448'STATION N 21 DEG 03 MIN E.  AZIMUTH
 FD1448'MARK IS ON PROPERTY OF
 FD1448'BOB MITCHELL, IN EDGE OF PASTURE, 150 FEET NORTHEAST OF MRS
 FD1448'RUBY GLASTOES
 FD1448'HOUSE, 38 FEET WEST OF CENTER LINE OF GRAVEL ROAD, 1 FOOT
 FD1448'WEST OF RAIL FENCE LINE, 1
 FD1448'FOOT SOUTH OF GATEPOST, AND 1.25 MILES
 FD1448'FROM STATION S 63 DEG 18 MIN E.
 FD1448'TO REACH AZIMUTH MARK
 FD1448'FROM MR ARMSTRONGS HOUSE, FOLLOW ROUTE 16 SOUTH 0.9 MILE,
 FD1448'TURN
 FD1448'SHARPLY TO LEFT ONTO GRAVEL ROAD RUNNING NORTH AND GO 0.2 MILE TO
 FD1448'MARK.  AZIMUTH
 FD1448'FROM STATION TO NORTHERLY OF TWO WHITE CHURCHES,
 FD1448'SOUTHEAST SPIRE, DISTANT 2 MILES,
 FD1448'IS S 32 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1423 ***********************************************************************
 FD1423  DESIGNATION -  ARNOLD ENGR DEVELOP CTR TANK
 FD1423  PID         -  FD1423
 FD1423  STATE/COUNTY-  TN/COFFEE
 FD1423  USGS QUAD   -  MANCHESTER (1972)
 FD1423
 FD1423                         *CURRENT SURVEY CONTROL
 FD1423  ___________________________________________________________________
 FD1423* NAD 83(1995)-  35 23 01.93421(N)    086 02 36.10263(W)     ADJUSTED  
 FD1423* NAVD 88     -                                                        
 FD1423  ___________________________________________________________________
 FD1423  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FD1423  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD1423
 FD1423  HORZ ORDER  -  THIRD
 FD1423
 FD1423.The horizontal coordinates were established by classical geodetic methods
 FD1423.and adjusted by the National Geodetic Survey in April 1999..
 FD1423
 FD1423
 FD1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1423
 FD1423.The geoid height was determined by GEOID03.
 FD1423
 FD1423;                    North         East     Units Scale Factor Converg.
 FD1423;SPC TN       -   116,557.716   596,060.235   MT  0.99997907   -0 01 31.4
 FD1423;SPC TN       -   382,406.44  1,955,574.29   sFT  0.99997907   -0 01 31.4
 FD1423;UTM  16      - 3,916,034.245   586,886.517   MT  0.99969303   +0 33 14.3
 FD1423
 FD1423                          SUPERSEDED SURVEY CONTROL
 FD1423
 FD1423  NAD 83(1995)-  35 23 01.94098(N)    086 02 36.10345(W) AD(       ) 4
 FD1423  NAD 83(1995)-  35 23 01.94050(N)    086 02 36.10404(W) AD(       ) 4
 FD1423  NAD 83(1995)-  35 23 01.94078(N)    086 02 36.10147(W) AD(       ) 4
 FD1423  NAD 83(1986)-  35 23 01.94390(N)    086 02 36.09996(W) AD(       ) 4
 FD1423  NAD 27      -  35 23 01.66500(N)    086 02 36.14900(W) AD(       ) 3
 FD1423
 FD1423.Superseded values are not recommended for survey control.
 FD1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1423.See file dsdata.txt to determine how the superseded data were derived.
 FD1423
 FD1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8688716034(NAD 83)
 FD1423_MARKER: 53 = ELEVATED TANK
 FD1423
 FD1423  HISTORY     - Date     Condition        Report By
 FD1423  HISTORY     - 1962     FIRST OBSERVED   CGS
 FD1423
 FD1423                          STATION DESCRIPTION
 FD1423
 FD1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FD1423'THE STATION IS LOCATED ON THE GROUNDS OF THE ARNOLD ENGINEERING
 FD1423'DEVELOPMENT
 FD1423'CENTER, WHICH IS ABOUT FIVE MILES SOUTH OF MANCHESTER,
 FD1423'TENNESSEE.
 FD1423'
 FD1423'THE WATER TANK IS NUMBERED 351 IN AEDC STRUCTURES AND IS LOCATED IN
 FD1423'THE VON KARMAN GAS
 FD1423'DYNAMICS FACILITY GROUP OF BUILDINGS ON SECOND STREET.
 FD1423'IT IS AN EIGHT LEGGED STEEL
 FD1423'STRUCTURE THAT IS 136.75 FEET HIGH, WITH
 FD1423'A CAPACITY OF 250,000 GALLONS.  THE TANK WAS
 FD1423'CONSTRUCTED IN 1952 AND
 FD1423'AT PRESENT IS PAINTED CHECKERED BOARD, INTERNATIONAL ORANGE AND
 FD1423'WHITE.
 FD1423'
 FD1423'THE POINT OF INTERSECTION WAS THE EXTREME TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1176 ***********************************************************************
 FC1176  CBN         -  This is a Cooperative Base Network Control Station.
 FC1176  PACS        -  This is a Primary Airport Control Station.
 FC1176  DESIGNATION -  ARP
 FC1176  PID         -  FC1176
 FC1176  STATE/COUNTY-  TN/HAMILTON
 FC1176  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1176
 FC1176                         *CURRENT SURVEY CONTROL
 FC1176  ___________________________________________________________________
 FC1176* NAD 83(1995)-  35 02 11.27897(N)    085 12 12.31189(W)     ADJUSTED  
 FC1176* NAVD 88     -       201.971  (meters)     662.63   (feet)  ADJUSTED  
 FC1176  ___________________________________________________________________
 FC1176  X           -     437,177.393 (meters)                     COMP
 FC1176  Y           -  -5,209,936.172 (meters)                     COMP
 FC1176  Z           -   3,641,278.968 (meters)                     COMP
 FC1176  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FC1176  ELLIP HEIGHT-         172.14  (meters)          (08/03/04) GPS OBS
 FC1176  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1176  DYNAMIC HT  -         201.770 (meters)     661.97  (feet)  COMP
 FC1176  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 FC1176
 FC1176  HORZ ORDER  -  B
 FC1176  VERT ORDER  -  SECOND    CLASS 0
 FC1176  ELLP ORDER  -  FOURTH    CLASS I
 FC1176
 FC1176.This mark is at Lovell Field Airport (CHA)
 FC1176
 FC1176.The horizontal coordinates were established by GPS observations
 FC1176.and adjusted by the National Geodetic Survey in February 1999..
 FC1176
 FC1176.The orthometric height was determined by differential leveling
 FC1176.and adjusted by the National Geodetic Survey in June 1991..
 FC1176
 FC1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1176
 FC1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1176
 FC1176.The ellipsoidal height was determined by GPS observations
 FC1176.and is referenced to NAD 83.
 FC1176
 FC1176.The geoid height was determined by GEOID03.
 FC1176
 FC1176.The dynamic height is computed by dividing the NAVD 88
 FC1176.geopotential number by the normal gravity value computed on the
 FC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1176.degrees latitude (g = 980.6199 gals.).
 FC1176
 FC1176.The modeled gravity was interpolated from observed gravity values.
 FC1176
 FC1176;                    North         East     Units Scale Factor Converg.
 FC1176;SPC TN       -    78,309.760   672,688.492   MT  1.00004454   +0 27 58.9
 FC1176;SPC TN       -   256,921.27  2,206,978.83   sFT  1.00004454   +0 27 58.9
 FC1176;SPC GA W     -   558,960.623   605,406.381   MT  1.00001024   -0 35 42.9
 FC1176;SPC GA W     - 1,833,856.64  1,986,237.43   sFT  1.00001024   -0 35 42.9
 FC1176;UTM  16      - 3,878,562.368   663,877.366   MT  0.99993099   +1 01 53.9
 FC1176
 FC1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1176!SPC TN       -   0.99997298  x   1.00004454  =   1.00001752
 FC1176!SPC GA W     -   0.99997298  x   1.00001024  =   0.99998322
 FC1176!UTM  16      -   0.99997298  x   0.99993099  =   0.99990397
 FC1176
 FC1176:                Primary Azimuth Mark                     Grid Az
 FC1176:SPC TN       -  LOVELL FIELD AP STA A 2 1964             019 48 49.4
 FC1176:SPC GA W     -  LOVELL FIELD AP STA A 2 1964             020 52 31.2
 FC1176:UTM  16      -  LOVELL FIELD AP STA A 2 1964             019 14 54.4
 FC1176
 FC1176|---------------------------------------------------------------------|
 FC1176| PID    Reference Object                     Distance      Geod. Az  |
 FC1176|                                                           dddmmss.s |
 FC1176| FC1849 LOVELL FIELD AP STA A 2 1964        APPROX. 0.7 KM 0201648.3 |
 FC1176| FC1847 AIRPORT BCN LOVELL FIELD            APPROX. 0.7 KM 0715346.6 |
 FC1176|---------------------------------------------------------------------|
 FC1176
 FC1176                          SUPERSEDED SURVEY CONTROL
 FC1176
 FC1176  ELLIP H (02/18/99)  172.11   (m)                       GP(       ) 4 1
 FC1176  NAD 83(1995)-  35 02 11.28146(N)    085 12 12.31521(W) AD(       ) B
 FC1176  ELLIP H (05/10/94)  172.03   (m)                       GP(       ) 4 1
 FC1176  NAD 83(1995)-  35 02 11.27664(N)    085 12 12.31756(W) AD(       ) 3
 FC1176  NAD 83(1995)-  35 02 11.27718(N)    085 12 12.31568(W) AD(       ) 3
 FC1176  NAD 83(1986)-  35 02 11.27761(N)    085 12 12.31488(W) AD(       ) 3
 FC1176  NAD 27      -  35 02 11.01100(N)    085 12 12.47700(W) AD(       ) 3
 FC1176  NAVD 88 (08/03/04)  201.97   (m)          662.6    (f) LEVELING    3  
 FC1176  NGVD 29 (??/??/92)  201.991  (m)          662.70   (f) ADJ UNCH    2 0
 FC1176
 FC1176.Superseded values are not recommended for survey control.
 FC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1176.See file dsdata.txt to determine how the superseded data were derived.
 FC1176
 FC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6387778562(NAD 83)
 FC1176_MARKER: DT = TOPOGRAPHIC STATION DISK
 FC1176_SETTING: 0 = UNSPECIFIED SETTING
 FC1176_SP_SET: FIELD TILE
 FC1176_STAMPING: ARP 1958
 FC1176_MARK LOGO: CGS   
 FC1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1176+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 FC1176
 FC1176  HISTORY     - Date     Condition        Report By
 FC1176  HISTORY     - 1958     MONUMENTED       CGS
 FC1176  HISTORY     - 1968     GOOD             CGS
 FC1176  HISTORY     - 1972     GOOD             NGS
 FC1176  HISTORY     - 1972     GOOD             NGS
 FC1176  HISTORY     - 1972     GOOD             TVA
 FC1176  HISTORY     - 1978     GOOD             NGS
 FC1176  HISTORY     - 1982     GOOD             NGS
 FC1176  HISTORY     - 1982     GOOD             USGS
 FC1176  HISTORY     - 19920316 GOOD             NGS
 FC1176  HISTORY     - 1993     GOOD             NOSAMC
 FC1176  HISTORY     - 20021120 GOOD             TNDT
 FC1176  HISTORY     - 20031010 GOOD             TNDT
 FC1176  HISTORY     - 20050503 GOOD             NGS
 FC1176
 FC1176                          STATION DESCRIPTION
 FC1176
 FC1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1176'LOCATED AT THE GEOMETRIC CENTER OF CHATTANOOGA MUNICIPAL AIRPORT,
 FC1176'SOUTH OF THE INTERSECTION OF RUNWAYS 1-19 AND 14-32.  200 FT. WEST
 FC1176'OF THE WEST EDGE OF RUNWAY 1-19, 229.5 FT. SOUTHWEST OF RUNWAY LIGHT
 FC1176'NO. 48, 199.6 FT. NORTHWEST OF RUNWAY LIGHT NO. 46, 122.5 FT. NORTH
 FC1176'OF THE CENTER OF A CATCH BASIN. A STANDARD TOPGRAPHIC DISK STAMPED
 FC1176'ARP 1958 CEMENTED IN THE TOP OF A SIX-INCH FIELD TILE FLUSH WITH
 FC1176'THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1968)
 FC1176
 FC1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1176'THE STATION WAS RECOVERED AS DESCRIBED, STATION
 FC1176'1048, WITH THE EXCEPTION THAT RUNWAY 1-19 HAS BEEN REDESIGNATED
 FC1176'2-20.
 FC1176
 FC1176                          STATION RECOVERY (1972)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1176'THE STATION WAS RECOVERED IN GOOD CONDITION A NEW DESCRIPTION
 FC1176'FOLLOWS--
 FC1176'
 FC1176'THE STATION IS LOCATED AT THE GEOMETRIC CENTER OF LOVELL
 FC1176'FIELD.  SOUTH-SOUTHWEST OF THE INTERSECTION OF RUNWAYS 2-20 AND
 FC1176'14-32.  200.7 FEET WEST OF THE WEST EDGE OF RUNWAY 2-20.  236.7
 FC1176'FEET NORTHWEST OF RUNWAY LIGHT 48.  193.9 FEET WEST OF RUNWAY
 FC1176'LIGHT 50 AND 122.5 FEET NORTH OF THE CENTER OF A CATCH BASIN.  A
 FC1176'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1958 CEMENTED IN THE TOP
 FC1176'OF A SIX INCH FIELD TILE FLUSH WITH THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1972)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1176'AT LOVELL FIELD.
 FC1176'THE MARK IS LOCATED IN THE GEOMETRIC CENTER OF LOVELL FIELD,
 FC1176'SOUTH-SOUTHWEST OF THE INTERSECTION OF RUNWAYS 2-20 AND 14-32,
 FC1176'200.7 FEET WEST OF THE WEST EDGE OF RUNWAY 2-20, 236.7 FEET NORTHWEST
 FC1176'OF RUNWAY LIGHT 48, 193.9 FEET WEST OF RUNWAY LIGHT 50 AND 122.5
 FC1176'FEET NORTH OF THE CENTER OF A CATCH BASIN.  A STANDARD TOPOGRAPHIC
 FC1176'DISK STAMPED ARP 1958 CEMENTED IN THE TOP OF A SIX INCH FIELD TILE
 FC1176'FLUSH WITH THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1972)
 FC1176
 FC1176'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1176'RECOVERED IN GOOD CONDITION.
 FC1176
 FC1176                          STATION RECOVERY (1978)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1176'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1176'
 FC1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1176'AT CHATTANOOGA.
 FC1176
 FC1176                          STATION RECOVERY (1982)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 FC1176'THE STATION IS LOCATED AT THE GEOMETRIC CENTER OF LOVELL FIELD, SOUTH
 FC1176'OF THE INTERSECTION OF 2 - 20 AND 14 - 32.  THE STATION IS 200.7
 FC1176'WEST OF THE WEST EDGE OF RUNWAY 2 - 20.  191.9 FEET WEST OF THIRD
 FC1176'RUNWAY LIGHT (NO. 50).  237.7 FEET NORTHWEST OF FORTH RUNWAY LIGHT
 FC1176'(NO. 48).  AND 122.5 FEET NORTH OF THE CENTER OF A CATCH BASIN.
 FC1176'A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1958, CEMENTED IN THE TOP
 FC1176'OF A SIX INCH FIELD TILE FLUSH WITH THE GROUND.
 FC1176'
 FC1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELL FIELD.
 FC1176
 FC1176                          STATION RECOVERY (1982)
 FC1176
 FC1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FC1176'RECOVERED IN GOOD CONDITION.
 FC1176
 FC1176                          STATION RECOVERY (1992)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JLD)
 FC1176'LOCATED AT THE GEOMETRIC CENTER OF LOVELL FIELD, SOUTH-SOUTHWEST OF
 FC1176'THE INTERSECTION OF RUNWAYS 2-20 AND 14-32, 200.7 FEET (61.2 M) WEST
 FC1176'OF THE WEST EDGE OF RUNWAY 2-20, 237.7 FEET (72.5 M) NORTHWEST OF
 FC1176'RUNWAY LIGHT 48, 191.9 FEET (58.5 M) WEST OF RUNWAY LIGHT 50 AND 122.5
 FC1176'FEET (37.3 M) NORTH OF THE CENTER OF A CATCH BASIN.  A STANDARD
 FC1176'TOPOGRAPHIC DISK STAMPED ARP 1958 CEMENTED IN THE TOP OF A SIX INCH
 FC1176'FIELD TILE FLUSH WITH THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1993)
 FC1176
 FC1176'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1993
 FC1176'STATION IS LOCATED AT THE LOVELL FIELD AIRPORT IN CHATTANOOGA, TN.
 FC1176'TO REACH FROM THE AIRPORT TERMINAL BUILDING PROCEED TO THE WEST EDGE
 FC1176'OF THE RAMP VIA TAXIWAYS ACROSS THE INTERSECTION OF THE RUNWAYS AND
 FC1176'THE STATION SOUTH-SOUTHWEST OF THE INTERSECTION OF THE RUNWAYS.
 FC1176'STATION IS LOCATED 200.7 FT (61.2 M) WEST OF THE WEST EDGE OF RUNWAY
 FC1176'2-20, 237.7 FT (72.5 M) NORTHWEST OF A RUNWAY LIGHT (WHITE LENS)
 FC1176'NUMBER 48, 191.9 FT (58.5 M) WEST OF RUNWAY LIGHT NUMBER 50 AND 122.5
 FC1176'FT (37.3 M) NORTH OF THE CENTER OF A CATCH BASIN.
 FC1176'ACCESS TO THE FIELD SHOULD BE MADE IN ADVANCE. CONTACT THE AIRPORT
 FC1176'MANAGER AT PHONE NUMBER (615) 855-2200.
 FC1176
 FC1176                          STATION RECOVERY (2002)
 FC1176
 FC1176'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1176'RECOVERED IN GOOD CONDITION.
 FC1176
 FC1176                          STATION RECOVERY (2003)
 FC1176
 FC1176'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1176'RECOVERED AS DESCRIBED.
 FC1176
 FC1176                          STATION RECOVERY (2005)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (LJL)
 FC1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1764 ***********************************************************************
 FB1764  DESIGNATION -  ARP
 FB1764  PID         -  FB1764
 FB1764  STATE/COUNTY-  TN/BLOUNT
 FB1764  USGS QUAD   -  MARYVILLE (1979)
 FB1764
 FB1764                         *CURRENT SURVEY CONTROL
 FB1764  ___________________________________________________________________
 FB1764* NAD 83(1986)-  35 48 42.     (N)    083 59 47.     (W)     SCALED    
 FB1764* NAVD 88     -       292.658  (meters)     960.16   (feet)  ADJUSTED  
 FB1764  ___________________________________________________________________
 FB1764  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1764  DYNAMIC HT  -         292.384 (meters)     959.26  (feet)  COMP
 FB1764  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 FB1764
 FB1764  VERT ORDER  -  SECOND    CLASS 0
 FB1764
 FB1764.This mark is at Mc Ghee Tyson Airport (TYS)
 FB1764
 FB1764.The horizontal coordinates were scaled from a topographic map and have
 FB1764.an estimated accuracy of +/- 6 seconds.
 FB1764
 FB1764.The orthometric height was determined by differential leveling
 FB1764.and adjusted by the National Geodetic Survey in June 1991..
 FB1764
 FB1764.The geoid height was determined by GEOID03.
 FB1764
 FB1764.The dynamic height is computed by dividing the NAVD 88
 FB1764.geopotential number by the normal gravity value computed on the
 FB1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1764.degrees latitude (g = 980.6199 gals.).
 FB1764
 FB1764.The modeled gravity was interpolated from observed gravity values.
 FB1764
 FB1764;                    North         East    Units  Estimated Accuracy
 FB1764;SPC TN       -   165,870.      781,060.      MT  (+/- 180 meters Scaled)
 FB1764
 FB1764                          SUPERSEDED SURVEY CONTROL
 FB1764
 FB1764  NGVD 29 (??/??/92)  292.782  (m)          960.57   (f) ADJ UNCH    2 0
 FB1764
 FB1764.Superseded values are not recommended for survey control.
 FB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1764.See file dsdata.txt to determine how the superseded data were derived.
 FB1764
 FB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV292672(NAD 83)
 FB1764_MARKER: DT = TOPOGRAPHIC STATION DISK
 FB1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1764_SP_SET: CONCRETE RUNWAY
 FB1764_STAMPING: ARP 1953
 FB1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1764
 FB1764  HISTORY     - Date     Condition        Report By
 FB1764  HISTORY     - 1953     MONUMENTED       CGS
 FB1764  HISTORY     - 1959     POOR             NGS
 FB1764  HISTORY     - 1970     GOOD             NGS
 FB1764
 FB1764                          STATION DESCRIPTION
 FB1764
 FB1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1764'AT KNOXVILLE MUN AIRPORT.
 FB1764'LOCATED AT KNOXVILLE MUNICIPAL AIRPORT, KNOXVILLE, TENNESSEE,
 FB1764'NEAR THE SOUTHEAST EDGE OF RUNWAY 4L-22R NEAR ITS MIDPOINT, 1264
 FB1764'FEET NORTHEAST ALONG THE SOUTHEAST EDGE OF THE RUNWAY FROM THE
 FB1764'NORTHEAST EDGE OF THE TAXIWAY LEADING TO THE AIR FORCE HANGARS,
 FB1764'AND ONE FOOT NORTHWEST FROM THE RUNWAY EDGE.  A STANDARD TOPOGRAPHIC
 FB1764'STATION DISK, STAMPED ARP 1953, CEMENTED IN A DRILLHOLE IN THE
 FB1764'CONCRETE RUNWAY.  NOTE-- MARK HAS BEEN HIT BY A SNOWPLOW AND THE
 FB1764'LETTERS ARP HAVE BEEN SCRAPED OFF.
 FB1764
 FB1764                          STATION RECOVERY (1970)
 FB1764
 FB1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FB1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4383 ***********************************************************************
 AA4383  PACS        -  This is a Primary Airport Control Station.
 AA4383  DESIGNATION -  ARP SYI 1971
 AA4383  PID         -  AA4383
 AA4383  STATE/COUNTY-  TN/BEDFORD
 AA4383  USGS QUAD   -  DEASON (1981)
 AA4383
 AA4383                         *CURRENT SURVEY CONTROL
 AA4383  ___________________________________________________________________
 AA4383* NAD 83(1995)-  35 33 36.17685(N)    086 26 35.30525(W)     ADJUSTED  
 AA4383* NAVD 88     -       242.18   (+/-2cm)     794.6    (feet)  VERTCON   
 AA4383  ___________________________________________________________________
 AA4383  X           -     322,275.075 (meters)                     COMP
 AA4383  Y           -  -5,184,707.082 (meters)                     COMP
 AA4383  Z           -   3,688,714.423 (meters)                     COMP
 AA4383  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AA4383  ELLIP HEIGHT-         214.00  (meters)          (02/25/99) GPS OBS
 AA4383  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA4383
 AA4383  HORZ ORDER  -  B
 AA4383  VERT ORDER  -  THIRD ? (See Below)
 AA4383  ELLP ORDER  -  FOURTH    CLASS II
 AA4383
 AA4383.This mark is at Shelbyville Airport (SYI)
 AA4383
 AA4383.The horizontal coordinates were established by GPS observations
 AA4383.and adjusted by the National Geodetic Survey in February 1999..
 AA4383
 AA4383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4383
 AA4383.GPS derived orthometric heights for airport stations designated as
 AA4383.PACS or SACS are published to 2 decimal places.  This maintains
 AA4383.centimeter relative accuracy between the PACS and SACS.  It does
 AA4383.not indicate centimeter accuracy relative to other marks which are
 AA4383.part of the NAVD 88 network.
 AA4383.The vertical order pertains to the NGVD 29 superseded value.
 AA4383
 AA4383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4383
 AA4383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4383
 AA4383.The ellipsoidal height was determined by GPS observations
 AA4383.and is referenced to NAD 83.
 AA4383
 AA4383.The geoid height was determined by GEOID03.
 AA4383
 AA4383;                    North         East     Units Scale Factor Converg.
 AA4383;SPC TN       -   136,194.056   559,825.845   MT  0.99995977   -0 15 34.0
 AA4383;SPC TN       -   446,830.00  1,836,695.29   sFT  0.99995977   -0 15 34.0
 AA4383;UTM  16      - 3,935,295.884   550,465.973   MT  0.99963138   +0 19 25.9
 AA4383
 AA4383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4383!SPC TN       -   0.99996641  x   0.99995977  =   0.99992618
 AA4383!UTM  16      -   0.99996641  x   0.99963138  =   0.99959780
 AA4383
 AA4383                          SUPERSEDED SURVEY CONTROL
 AA4383
 AA4383  NAD 83(1995)-  35 33 36.17824(N)    086 26 35.30726(W) AD(       ) B
 AA4383  ELLIP H (09/30/94)  213.98   (m)                       GP(       ) 4 2
 AA4383  NGVD 29 (09/30/94)  242.18   (m)          794.6    (f) LEVELING    3  
 AA4383
 AA4383.Superseded values are not recommended for survey control.
 AA4383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4383.See file dsdata.txt to determine how the superseded data were derived.
 AA4383
 AA4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5046635296(NAD 83)
 AA4383_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4383_SP_SET: CONCRETE POST
 AA4383_STAMPING: ARP SYI 1971
 AA4383_MARK LOGO: NGS   
 AA4383_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4383+STABILITY: SURFACE MOTION
 AA4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4383+SATELLITE: SATELLITE OBSERVATIONS - 1971
 AA4383
 AA4383  HISTORY     - Date     Condition        Report By
 AA4383  HISTORY     - 1971     MONUMENTED       NGS
 AA4383  HISTORY     - 19860311 GOOD             NGS
 AA4383
 AA4383                          STATION DESCRIPTION
 AA4383
 AA4383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 AA4383'STATION IS LOCATED ON THE BOMAR-FIELD SHELBYVILLE MUNICIPAL AIRPORT
 AA4383'WHICH IS ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF SHELBYVILLE, TN AND
 AA4383'1.8 MI (2.9 KM) SOUTH OF THE INTERSECTION OF US HIGHWAY 231 AND STATE
 AA4383'HIGHWAY 82. TO REACH FROM THE TERMINAL RAMP OF THE AIRPORT PROCEED TO
 AA4383'A TAXIWAY RUNNING SOUTHEAST TO THE CENTER OF THE RUNWAY AND THE
 AA4383'STATION ON THE SOUTH SIDE OF THE TAXIWAY AND WEST OF THE RUNWAY. IT IS
 AA4383'196.2 FT (59.8 M) WEST OF THE RUNWAY CENTERLINE, 120.0 FT (36.6 M) ESE
 AA4383'OF THE CENTER OF THE NORTHERN END OF A CULVERT, 70.5 FT (21.5 M) WSW
 AA4383'OF THE CENTERLINE OF THE TAXIWAY, 63.3 FT (19.3 M) EAST OF THE EAST
 AA4383'POST OF AN AIRPORT INFORMATION SIGN, 60.5 FT (18.4 M) WNW OF THE THIRD
 AA4383'TAXIWAY LIGHT WEST OF THE EDGE OF THE RUNWAY AND 51.2 FT (15.6 M) SW
 AA4383'OF THE SOUTH EDGE OF A PAINTED STRIPE ACROSS THE TAXIWAY.
 AA4383
 AA4383                          STATION RECOVERY (1986)
 AA4383
 AA4383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AA4383'THE STATION IS LOCATED IN THE GRASS AREA WEST OF THE INTERSECTION OF
 AA4383'RUNWAY 18-36 AND THE SOUTHERLY OF TWO TAXIWAYS LEADING TO THE TERMINAL
 AA4383'BUILDING.  IT IS 196.2 FEET (59.8 M) WEST OF THE CENTERLINE OF RUNWAY
 AA4383'18-36, 120.0 FEET (36.6 M) ESE OF THE CENTER OF THE NORTHERN END OF A
 AA4383'CULVERT, 70.5 FEET (21.5 M) WSW OF THE CENTERLINE OF THE TAXIWAY.  THE
 AA4383'STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A CONCRETE POST
 AA4383'WHICH IS FLUSH WITH THE GROUND, AND IS STAMPED ARP SYI 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2548 ***********************************************************************
 GB2548  DESIGNATION -  ARROW
 GB2548  PID         -  GB2548
 GB2548  STATE/COUNTY-  TN/ANDERSON
 GB2548  USGS QUAD   -  CLINTON (1990)
 GB2548
 GB2548                         *CURRENT SURVEY CONTROL
 GB2548  ___________________________________________________________________
 GB2548* NAD 83(1995)-  36 04 31.37033(N)    084 12 03.96942(W)     ADJUSTED  
 GB2548* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 GB2548  ___________________________________________________________________
 GB2548  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GB2548  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB2548
 GB2548  HORZ ORDER  -  SECOND
 GB2548
 GB2548.The horizontal coordinates were established by classical geodetic methods
 GB2548.and adjusted by the National Geodetic Survey in April 1999..
 GB2548
 GB2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2548
 GB2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2548
 GB2548.The geoid height was determined by GEOID03.
 GB2548
 GB2548;                    North         East     Units Scale Factor Converg.
 GB2548;SPC TN       -   194,768.398   762,024.672   MT  0.99995724   +1 03 11.3
 GB2548;SPC TN       -   639,002.65  2,500,075.94   sFT  0.99995724   +1 03 11.3
 GB2548;UTM  16      - 3,995,936.123   752,048.670   MT  1.00038285   +1 38 56.4
 GB2548
 GB2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2548!SPC TN       -   0.99995303  x   0.99995724  =   0.99991028
 GB2548!UTM  16      -   0.99995303  x   1.00038285  =   1.00033587
 GB2548
 GB2548|---------------------------------------------------------------------|
 GB2548| PID    Reference Object                     Distance      Geod. Az  |
 GB2548|                                                           dddmmss.s |
 GB2548| DB8650 ARROW RM 1                            8.851 METERS 04925     |
 GB2548| DB8649 ARROW AZ MK                                        2163813.6 |
 GB2548| DB8651 ARROW RM 2                            9.354 METERS 23159     |
 GB2548|---------------------------------------------------------------------|
 GB2548
 GB2548                          SUPERSEDED SURVEY CONTROL
 GB2548
 GB2548  NAD 83(1995)-  36 04 31.37536(N)    084 12 03.97042(W) AD(       ) 2
 GB2548  NAD 83(1995)-  36 04 31.37527(N)    084 12 03.96962(W) AD(       ) 2
 GB2548  NAD 83(1986)-  36 04 31.38214(N)    084 12 03.96722(W) AD(       ) 2
 GB2548  NAD 27      -  36 04 31.10092(N)    084 12 04.25382(W) AD(       ) 2
 GB2548  NGVD 29 (07/19/86)  329.8    (m)         1082.     (f) VERT ANG       
 GB2548
 GB2548.Superseded values are not recommended for survey control.
 GB2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2548.See file dsdata.txt to determine how the superseded data were derived.
 GB2548
 GB2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5204995936(NAD 83)
 GB2548_MARKER: DD = SURVEY DISK
 GB2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2548
 GB2548  HISTORY     - Date     Condition        Report By
 GB2548  HISTORY     - 1965     MONUMENTED       TNHD
 GB2548
 GB2548                          STATION DESCRIPTION
 GB2548
 GB2548'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2548'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CLINTON.
 GB2548'
 GB2548'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2548'ROUTE 95 ABOUT 6 MILES
 GB2548'SOUTHWEST OF LCINTON, GO 0.5 MILE WEST ON STATE ROUTE
 GB2548'61 TO A PAVED ROAD, ON THE
 GB2548'RIGHT, TURN RIGHT, NORTH AND GO 0.45 MILE
 GB2548'TO THE INTERSECTION OF A GRAVELED ROAD AND
 GB2548'THE AZIMUTH MARK ON THE
 GB2548'RIGHT ABOUT 14 FEET ABOVE THE PAVEMENT , CONTINUE STRAIGHT
 GB2548'AHEAD ON THE
 GB2548'PAVED ROAD FOR 0.3 MILE NORTHEAST TO THE STATION ON THE RIGHT AS
 GB2548'DESCRIBED.
 GB2548'
 GB2548'THE STATION MARK IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB2548'THE PAVED ROAD, 4 FEET
 GB2548'NORTH OF THE APPROXIMATE CENTER OF A ROUND WATER METER
 GB2548'COVER, 3.1 FEET NORTHEAST OF A
 GB2548'WITNESS POST, AND 2 FEET SOUTHEAST OF
 GB2548'THE EDGE OF THE BANK OF A HIGHWAY CUT.  THE
 GB2548'SURFACE AND UNDERGROUND
 GB2548'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GB2548'DISKS ARE
 GB2548'STAMPED ARROW 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2548'BELOW THE SURFACE.
 GB2548'THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GB2548'FLUSH, CONCRETE MONUMENT.
 GB2548'
 GB2548'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2548'OF THE PAVED ROAD AND 1
 GB2548'FOOT SOUTHEAST OF THE EDGE OF THE BANK OF THE CUT.
 GB2548'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2548'DEPARTMENT DISK SET IN A 10-INCH
 GB2548'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2548'STAMPED ARROW RM-1
 GB2548'1964.
 GB2548'
 GB2548'REFERENCE MARK NO. 2 IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2548'OF THE PAVED ROAD.  IT
 GB2548'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2548'IN A 10-INCH SQUARE, FLUSH,
 GB2548'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2548'ARROW RM-2 1964.
 GB2548'
 GB2548'THE AZIMUTH MARK IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2548'GRAVEL ROAD, 5 FEET
 GB2548'NORTHWEST OF A UTILITY POLE, 2.2 FEET NORTHWEST OF A
 GB2548'WITNESS POST AND 2 FEET NORTH
 GB2548'OF THE EDGE OF THE BANK OF A HIGHWAY
 GB2548'CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2548'DEPARTMENT DISK SET IN A
 GB2548'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2548'STAMPED ARROW
 GB2548'AZI 1964.
 GB2548'
 GB2548'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2548'
 GB2548'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2300 ***********************************************************************
 FE2300  DESIGNATION -  ARSENAL
 FE2300  PID         -  FE2300
 FE2300  STATE/COUNTY-  TN/CARROLL
 FE2300  USGS QUAD   -  SPRING CREEK (1983)
 FE2300
 FE2300                         *CURRENT SURVEY CONTROL
 FE2300  ___________________________________________________________________
 FE2300* NAD 83(1995)-  35 50 59.06209(N)    088 40 03.95141(W)     ADJUSTED  
 FE2300* NAVD 88     -       169.22   (+/-2cm)     555.2    (feet)  VERTCON   
 FE2300  ___________________________________________________________________
 FE2300  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FE2300  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2300
 FE2300  HORZ ORDER  -  SECOND
 FE2300  VERT ORDER  -  THIRD ? (See Below)
 FE2300
 FE2300.The horizontal coordinates were established by classical geodetic methods
 FE2300.and adjusted by the National Geodetic Survey in April 1999..
 FE2300
 FE2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2300.The vertical order pertains to the NGVD 29 superseded value.
 FE2300
 FE2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2300
 FE2300.The geoid height was determined by GEOID03.
 FE2300
 FE2300;                    North         East     Units Scale Factor Converg.
 FE2300;SPC TN       -   171,527.920   359,051.331   MT  0.99994844   -1 33 42.5
 FE2300;SPC TN       -   562,754.52  1,177,987.58   sFT  0.99994844   -1 33 42.5
 FE2300;UTM  16      - 3,968,566.481   349,397.007   MT  0.99987949   -0 58 36.9
 FE2300
 FE2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2300!SPC TN       -   0.99997787  x   0.99994844  =   0.99992632
 FE2300!UTM  16      -   0.99997787  x   0.99987949  =   0.99985737
 FE2300
 FE2300|---------------------------------------------------------------------|
 FE2300| PID    Reference Object                     Distance      Geod. Az  |
 FE2300|                                                           dddmmss.s |
 FE2300| CG3145 ARSENAL RM 1                         20.297 METERS 03227     |
 FE2300| CG3144 ARSENAL AZ MK                                      1572524.6 |
 FE2300| FE2301 MILAN ORDNANCE DEPOT HQ TANK        140.015 METERS 20235     |
 FE2300| CG3146 ARSENAL RM 2                         24.392 METERS 26041     |
 FE2300|---------------------------------------------------------------------|
 FE2300
 FE2300                          SUPERSEDED SURVEY CONTROL
 FE2300
 FE2300  NAD 83(1995)-  35 50 59.06549(N)    088 40 03.95666(W) AD(       ) 2
 FE2300  NAD 83(1986)-  35 50 59.07322(N)    088 40 03.95165(W) AD(       ) 2
 FE2300  NAD 27      -  35 50 58.83670(N)    088 40 03.74420(W) AD(       ) 2
 FE2300  NGVD 29 (07/19/86)  169.26   (m)          555.3    (f) LEVELING    3  
 FE2300
 FE2300.Superseded values are not recommended for survey control.
 FE2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2300.See file dsdata.txt to determine how the superseded data were derived.
 FE2300
 FE2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4939768566(NAD 83)
 FE2300_MARKER: DS = TRIANGULATION STATION DISK
 FE2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2300+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FE2300
 FE2300  HISTORY     - Date     Condition        Report By
 FE2300  HISTORY     - 1958     MONUMENTED       CGS
 FE2300  HISTORY     - 20020426 GOOD             USACE
 FE2300
 FE2300                          STATION DESCRIPTION
 FE2300
 FE2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2300'THE STATION IS ABOUT 7.0 MILES SOUTHEAST OF MILAN, ABOUT 0.5 MILE
 FE2300'WEST OF THE VILLAGE OF LAVINIA AND ON THE GROUNDS OF THE MILAN
 FE2300'ORDNANCE DEPOT. IT IS 136 FEET SOUTHEAST OF A FLAGPOLE, 54 FEET SOUTH
 FE2300'OF THE SOUTHWEST CORNER OF BUILDING I-1, 42 FEET EAST OF THE
 FE2300'CENTERLINE OF A DRIVEWAY AND 23 FEET SOUTH OF A 12 INCH ELM TREE. THE
 FE2300'MONUMENT IS FLUSH AND THE DISK IS STAMPED ARSENAL 1958.
 FE2300'
 FE2300'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CEDAR GROVE, GO
 FE2300'NORTHEAST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO THE HICKORY FLAT
 FE2300'METHODIST CHURCH ON THE RIGHT AND A SIDE ROAD LEFT. TURN LEFT AND GO
 FE2300'WEST ON A PAVED ROAD FOR 4.45 MILES TO THE MAIN CROSSROAD IN
 FE2300'LAVINIA. TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 4.15 MILES TO A
 FE2300'SIDE ROAD LEFT. TURN LEFT AND GO WEST FOR 0.4 MILE TO THE
 FE2300'WHITTHORNE GATE ENTRANCE. CONTINUE AHEAD THROUGH GATE AND GO WEST FOR
 FE2300'0.55 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON A
 FE2300'PAVED ROAD FOR 4.0 MILES TO A GUARD STATION (BUILDING I-10).
 FE2300'CONTINUE AHEAD FOR 0.15 MILE TO BUILDING I-1 AND THE STATION ON THE
 FE2300'LEFT.
 FE2300'
 FE2300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED ROAD
 FE2300'FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST FOR 0.1
 FE2300'MILE TO BUILDING I-37 AND THE AZIMUTH MARK ON THE RIGHT.
 FE2300'
 FE2300'REFERENCE MARK 1 IS SET AT THE NORTH EDGE OF THE SIDEWALK AROUND
 FE2300'BUILDING I-1. IT IS 6 FEET WEST OF THE SOUTHEAST CORNER OF THE
 FE2300'BUILDING AND 2 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING. THE
 FE2300'MONUMENT IS FLUSH AND THE DISK IS STAMPED ARSENAL NO 1 1958.
 FE2300'
 FE2300'REFERENCE MARK 2 IS 112 FEET SOUTH OF A FLAGPOLE, 69 FEET EAST OF THE
 FE2300'CENTERLINE OF A PAVED ROAD, 16 FEET NORTH OF THE CENTERLINE OF THE
 FE2300'DRIVEWAY AND 12 FEET SOUTH OF A 10 INCH ELM TREE. THE MONUMENT IS
 FE2300'FLUSH AND THE DISK IS STAMPED ARSENAL NO 2 1958.
 FE2300'
 FE2300'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF A PAVED
 FE2300'STREET, 14 FEET NORTH OF THE NORTH SIDE OF BUILDING I-37, 10
 FE2300'FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET NORTH OF A WHITE
 FE2300'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2300'ARSENAL 1958.
 FE2300'
 FE2300'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2300
 FE2300                          STATION RECOVERY (2002)
 FE2300
 FE2300'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2411 ***********************************************************************
 GC2411  DESIGNATION -  ASHBURN
 GC2411  PID         -  GC2411
 GC2411  STATE/COUNTY-  TN/ROBERTSON
 GC2411  USGS QUAD   -  YOUNGVILLE (1980)
 GC2411
 GC2411                         *CURRENT SURVEY CONTROL
 GC2411  ___________________________________________________________________
 GC2411* NAD 83(1995)-  36 37 09.72652(N)    086 48 58.81598(W)     ADJUSTED  
 GC2411* NAVD 88     -       206.69   (+/-2cm)     678.1    (feet)  VERTCON   
 GC2411  ___________________________________________________________________
 GC2411  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GC2411  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC2411
 GC2411  HORZ ORDER  -  FIRST
 GC2411  VERT ORDER  -  THIRD ? (See Below)
 GC2411
 GC2411.The horizontal coordinates were established by classical geodetic methods
 GC2411.and adjusted by the National Geodetic Survey in April 1999..
 GC2411
 GC2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2411.The vertical order pertains to the NGVD 29 superseded value.
 GC2411
 GC2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2411
 GC2411.The geoid height was determined by GEOID03.
 GC2411
 GC2411;                    North         East     Units Scale Factor Converg.
 GC2411;SPC TN       -   253,947.233   526,973.582   MT  1.00004224   -0 28 40.5
 GC2411;SPC TN       -   833,158.55  1,728,912.49   sFT  1.00004224   -0 28 40.5
 GC2411;UTM  16      - 4,052,664.734   516,422.645   MT  0.99960332   +0 06 34.4
 GC2411
 GC2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2411!SPC TN       -   0.99997224  x   1.00004224  =   1.00001448
 GC2411!UTM  16      -   0.99997224  x   0.99960332  =   0.99957557
 GC2411
 GC2411:                Primary Azimuth Mark                     Grid Az
 GC2411:SPC TN       -  ASHBURN AZ MK                            016 57 41.1
 GC2411:UTM  16      -  ASHBURN AZ MK                            016 22 26.2
 GC2411
 GC2411|---------------------------------------------------------------------|
 GC2411| PID    Reference Object                     Distance      Geod. Az  |
 GC2411|                                                           dddmmss.s |
 GC2411| CG5485 ASHBURN AZ MK                                      0162900.6 |
 GC2411| CG5486 ASHBURN RM 1                          9.924 METERS 04114     |
 GC2411| CG5488 ASHBURN RM 3                         17.947 METERS 09223     |
 GC2411| CG5489 ASHBURN RM 4                         24.688 METERS 18418     |
 GC2411| CG5487 ASHBURN RM 2                                       33616     |
 GC2411| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.23.8 KM 3441811.8 |
 GC2411|---------------------------------------------------------------------|
 GC2411
 GC2411                          SUPERSEDED SURVEY CONTROL
 GC2411
 GC2411  NAD 83(1995)-  36 37 09.72736(N)    086 48 58.81686(W) AD(       ) 1
 GC2411  NAD 83(1995)-  36 37 09.73307(N)    086 48 58.81845(W) AD(       ) 1
 GC2411  NAD 83(1986)-  36 37 09.73577(N)    086 48 58.81971(W) AD(       ) 1
 GC2411  NAD 27      -  36 37 09.59000(N)    086 48 58.83700(W) AD(       ) 1
 GC2411  NGVD 29 (07/19/86)  206.76   (m)          678.3    (f) LEVELING    3  
 GC2411
 GC2411.Superseded values are not recommended for survey control.
 GC2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2411.See file dsdata.txt to determine how the superseded data were derived.
 GC2411
 GC2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1642352665(NAD 83)
 GC2411_MARKER: DS = TRIANGULATION STATION DISK
 GC2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2411
 GC2411  HISTORY     - Date     Condition        Report By
 GC2411  HISTORY     - 1930     MONUMENTED       CGS
 GC2411  HISTORY     - 1935     GOOD             CGS
 GC2411  HISTORY     - 1951     GOOD             CGS
 GC2411
 GC2411                          STATION DESCRIPTION
 GC2411
 GC2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2411'ABOUT 9 MILES NORTH OF SPRINGFIELD, 4 MILES SOUTHEAST OF ADAIRVILLE,
 GC2411'KY., AND ON LAND OWNED BY W.M. AND G.W. TAYLOR.  TO REACH FROM
 GC2411'SPRINGFIELD, GO NORTH 2 MILES ON ROUTE 41 E., THENCE NORTH 5.9 MILES
 GC2411'ON ROUTE 65 ON GRAVEL-ROAD LEADING EAST.  FOLLOW THIS ROAD 2.1
 GC2411'MILES TO ASHBURN, TURN RIGHT, CROSS BRIDGE, GO 0.2 MILE TO BRICK
 GC2411'SCHOOLHOUSE KEEP LEFT FORK EAST 0.6 MILE TO CORNER, AND THENCE SOUTH
 GC2411'0.2 MILE TO STATION SITE.  STATION IS IN APEX OF SMALL FIELD WHICH IS
 GC2411'NORTH OF GROVE OF TREES, 17.1 METERS (56 FEET) NORTH OF SOUTH CORNER
 GC2411'POST, 4.6 METERS (15 FEET) WEST OF WIRE FENCE, AND 10.0 METERS
 GC2411'(33 FEET) WEST OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2411'STATION DISKS IN CONCRETE.  UPPER MARK IS 1 FOOT
 GC2411'BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GC2411'CONCRETE.  NO. 1 IS IN FENCE LINE, 17 METERS (56 FEET)
 GC2411'NORTH OF SMALL WASH, 6.5 METERS (21 FEET) WEST OF ROAD, AND 99.23
 GC2411'METERS (325.6 FEET) FROM STATION.  NO. 2
 GC2411'IS 200 METERS (656 FEET) EAST OF TAYLORS HOUSE, 6 METERS (20 FEET)
 GC2411'NORTH OF ROAD, AND APPROXIMATELY 1/4 MILE FROM STATION.
 GC2411
 GC2411                          STATION RECOVERY (1935)
 GC2411
 GC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2411'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.  STATION IS 74.9
 GC2411'FEET FROM TRIANGULAR BLAZE ON 18-INCH OAK IN AZIMUTH 141 DEG 00
 GC2411'MIN.
 GC2411'
 GC2411'DESCRIPTION EASILY FOLLOWED AND CORRECT.
 GC2411
 GC2411                          STATION RECOVERY (1951)
 GC2411
 GC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2411'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC2411'CONDITION WITH THE EXCEPTION OF R.M. NO. 2 WHICH HAS BEEN MOVED BY
 GC2411'ROAD MACHINERY AND WAS DESTROYED BY THIS PARTY.  REFERENCE MARKS NO.
 GC2411'3 AND NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 GC2411'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2411'
 GC2411'STATION IS LOCATED ABOUT 6 MILES WEST OF ORLINDA AND 4 MILES
 GC2411'SOUTHEAST OF ADAIRVILLE ON PROPERTY OWNED BY MR. JESSE FUQUA.
 GC2411'IT IS IN A CULTIVATED FIELD, 31 FEET WEST OF THE CENTER OF A GRAVEL
 GC2411'ROAD.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 GC2411'GROUND AND THE DISK IS STAMPED ASHBURN 1930.
 GC2411'
 GC2411'REFERENCE MARK NO. 1 IS 325.6 FEET NORTHEAST OF THE STATION, 40 FEET
 GC2411'SOUTH OF A SMALL DRAINAGE DITCH AND 14 FEET WEST OF THE CENTER OF
 GC2411'THE GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GC2411'STAMPED ASHBURN NO 1 1930.
 GC2411'
 GC2411'REFERENCE MARK NO. 3 IS 58.88 FEET EAST OF THE STATION, 15 FEET EAST
 GC2411'OF THE CENTER OF THE GRAVEL ROAD, 3 FEET SOUTH OF A WHITE WITNESS
 GC2411'POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 GC2411'AND THE DISK IS STAMPED ASHBURN NO 3 1930.
 GC2411'
 GC2411'REFERENCE MARK NO. 4 IS 80.99 FEET SOUTH OF THE STATION, 16 FEET EAST
 GC2411'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF THE FENCE.  THE
 GC2411'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ASHBURN NO 4
 GC2411'1930.
 GC2411'
 GC2411'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 16 FEET EAST OF THE
 GC2411'CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A WHITE WITNESS POST.
 GC2411'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ASHBURN
 GC2411'1930 1951
 GC2411'
 GC2411'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUBLIC SQUARE
 GC2411'IN ADAIRVILLE, GO SOUTH ON STATE HIGHWAY 75 FOR 1.5 MILES TO THE
 GC2411'KY.-TENN. STATE LINE, CONTINUE ON TENN. STATE HIGHWAY NO. 65 FOR 1.1
 GC2411'MILE TO A GRAVEL CROSSROAD, TURN LEFT AND FOLLOW GRAVEL ROAD FOR 1.8
 GC2411'MILE TO A ROAD FORK AT THE VILLAGE OF ASHBURN, KEEP LEFT ON GRAVEL
 GC2411'ROAD FOR 0.8 MILE TO A T INTERSECTION (*), TURN RIGHT ON GRAVEL ROAD
 GC2411'FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2411'
 GC2411'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO NORTH ON GRAVEL
 GC2411'ROAD FOR 0.15 MILE THE MARK ON THE RIGHT AS DESCRIBED.
 GC2411'
 GC2411'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2315 ***********************************************************************
 FE2315  DESIGNATION -  ASHPORT
 FE2315  PID         -  FE2315
 FE2315  STATE/COUNTY-  TN/MADISON
 FE2315  USGS QUAD   -  CLAYBROOK (1980)
 FE2315
 FE2315                         *CURRENT SURVEY CONTROL
 FE2315  ___________________________________________________________________
 FE2315* NAD 83(1995)-  35 43 50.71929(N)    088 43 08.53284(W)     ADJUSTED  
 FE2315* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2315  ___________________________________________________________________
 FE2315  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2315  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2315
 FE2315  HORZ ORDER  -  THIRD
 FE2315
 FE2315.The horizontal coordinates were established by classical geodetic methods
 FE2315.and adjusted by the National Geodetic Survey in April 1999..
 FE2315
 FE2315.The orthometric height was scaled from a topographic map.
 FE2315
 FE2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2315
 FE2315.The geoid height was determined by GEOID03.
 FE2315
 FE2315;                    North         East     Units Scale Factor Converg.
 FE2315;SPC TN       -   158,459.239   354,054.923   MT  0.99995002   -1 35 30.6
 FE2315;SPC TN       -   519,878.35  1,161,595.19   sFT  0.99995002   -1 35 30.6
 FE2315;UTM  16      - 3,955,448.147   344,534.883   MT  0.99989783   -1 00 14.7
 FE2315
 FE2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2315!SPC TN       -   0.99997838  x   0.99995002  =   0.99992840
 FE2315!UTM  16      -   0.99997838  x   0.99989783  =   0.99987621
 FE2315
 FE2315|---------------------------------------------------------------------|
 FE2315| PID    Reference Object                     Distance      Geod. Az  |
 FE2315|                                                           dddmmss.s |
 FE2315| FE2320 55 44 45                             30.734 METERS 01113     |
 FE2315| FE2316 BM 6                                  8.167 METERS 08819     |
 FE2315| CG3150 ASHPORT AZ MK                                      1344533.5 |
 FE2315| FE2338 JACKSON RAD STA WJAK MAST           APPROX.10.8 KM 2065915.0 |
 FE2315| FE2391 MEDINA MUNICIPAL TANK               APPROX. 9.5 KM 3270706.2 |
 FE2315| CG3151 ASHPORT RM 1                         26.233 METERS 33501     |
 FE2315|---------------------------------------------------------------------|
 FE2315
 FE2315                          SUPERSEDED SURVEY CONTROL
 FE2315
 FE2315  NAD 83(1995)-  35 43 50.72349(N)    088 43 08.53813(W) AD(       ) 3
 FE2315  NAD 83(1986)-  35 43 50.73071(N)    088 43 08.53361(W) AD(       ) 3
 FE2315  NAD 27      -  35 43 50.48860(N)    088 43 08.33200(W) AD(       ) 3
 FE2315
 FE2315.Superseded values are not recommended for survey control.
 FE2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2315.See file dsdata.txt to determine how the superseded data were derived.
 FE2315
 FE2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4453555448(NAD 83)
 FE2315_MARKER: DS = TRIANGULATION STATION DISK
 FE2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2315
 FE2315  HISTORY     - Date     Condition        Report By
 FE2315  HISTORY     - 1958     MONUMENTED       CGS
 FE2315
 FE2315                          STATION DESCRIPTION
 FE2315
 FE2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2315'THE STATION IS ABOUT 9 MILES NORTHEAST OF JACKSON AND 5 MILES
 FE2315'SOUTHEAST OF MEDINA ON THE PROPERTY OF MR. FELIX EXUM.  IT IS 13
 FE2315'FEET WEST OF A WEST GATEPOST, 9 FEET NORTH OF A WHITE WITNESS POST,
 FE2315'10 FEET NORTH OF A WIRE FENCE, 92 FEET SOUTHEAST OF THE
 FE2315'SOUTHEAST CORNER OF A RED BRICK HOUSE, AND 34 FEET SOUTH OF THE
 FE2315'CENTERLINE OF ASHPORT ROAD. THE MONUMENT IS FLUSH AND THE
 FE2315'DISK IS STAMPED ASHPORT 1958.
 FE2315'
 FE2315'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2315'SQUARE IN JACKSON, GO EAST ON U.S. HIGHWAY 70, U.S.  HIGHWAY 45,
 FE2315'AND STATE HIGHWAY 20 FOR 0.3 MILE TO THEIR JUNCTION. GO NORTH AND
 FE2315'EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 20 FOR 5.7 MILES TO THEIR
 FE2315'JUNCTION. CONTINUE STRAIGHT AHEAD (NORTHEAST) ON U.S. HIGHWAY 70 FOR
 FE2315'4.05 MILES TO 55-12/7 (TNDG) MARK ON THE LEFT. CONTINUE NORTHEAST
 FE2315'ON HIGHWAY 70 FOR 0.05 MILE TO THE AZIMUTH MARK ON
 FE2315'THE LEFT. CONTINUE NORTHEAST ON HIGHWAY 70 FOR 0.1 MILE TO
 FE2315'55-12/8 (TNDG) MARK ON THE LEFT AND A
 FE2315'GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO WEST ON ASHPORT ROAD FOR
 FE2315'0.2 MILE TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 FE2315'
 FE2315'REFERENCE MARK 1 IS 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2315'RED BRICK HOUSE, 47 FEET NORTHEAST OF A 10 INCH LOCUST TREE, 15
 FE2315'FEET NORTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY WEST, 24 FEET
 FE2315'WEST OF THE CENTERLINE OF ASHPORT ROAD, AND 49 FEET SOUTHEAST OF
 FE2315'A 10 INCH PINE TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2315'ASHPORT NO 1 1958.
 FE2315'
 FE2315'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FE2315'543 JDN 6 1949 SET IN THE TOP OF A 8X8 INCH CONCRETE POST THAT
 FE2315'PROJECTS 4 INCHES. IT IS 20 FEET SOUTH OF THE CENTERLINE OF A
 FE2315'GRAVELED ROAD, 4 FEET NORTHEAST OF AN EAST GATEPOST, AND 2 FEET
 FE2315'NORTH OF A FENCE.
 FE2315'
 FE2315'THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED
 FE2315'55-44/45 SET IN THE TOP OF A 4X4 INCH CONCRETE POST SET FLUSH
 FE2315'WITH THE GROUND. IT IS 3 FEET EAST OF A WIRE FENCE, 23 FEET EAST OF
 FE2315'THE CENTERLINE OF A GRAVELED ROAD, 19 FEET SOUTH OF A FENCE
 FE2315'CORNER, AND 30 FEET NORTH OF A WEST GATEPOST.
 FE2315'
 FE2315'THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED
 FE2315'55-12/8 SET IN THE TOP OF A 4X4 INCH CONCRETE POST PROJECTING 2
 FE2315'INCHES. IT IS 29 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 21
 FE2315'FEET SOUTH OF THE CENTERLINE OF ASHPORT ROAD, 3 FEET SOUTHEAST OF
 FE2315'A FENCE CORNER AND 7 FEET NORTH OF A WHITE WITNESS POST.
 FE2315'
 FE2315'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF HIGHWAY 70, 3
 FE2315'FEET SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 1 FOOT EAST OF A
 FE2315'WIRE FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MONUMENT
 FE2315'PROJECTS 2 INCHES AND IS STAMPED ASHPORT 1958.
 FE2315'
 FE2315'THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED
 FE2315'55-12/7 SET IN THE TOP OF A 4X4 INCH CONCRETE POST PROJECTING 4
 FE2315'INCHES. IT IS 25 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 12
 FE2315'FEET SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY WEST, 6 FEET
 FE2315'NORTHEAST OF A 12 INCH WALNUT TREE AND 83 FEET SOUTHEAST OF THE
 FE2315'SOUTHEAST CORNER OF A WHITE FRAME HOUSE.
 FE2315'
 FE2315'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1469 ***********************************************************************
 FD1469  DESIGNATION -  ASHTON
 FD1469  PID         -  FD1469
 FD1469  STATE/COUNTY-  TN/MARSHALL
 FD1469  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD1469
 FD1469                         *CURRENT SURVEY CONTROL
 FD1469  ___________________________________________________________________
 FD1469* NAD 83(1995)-  35 25 09.83869(N)    086 57 17.17991(W)     ADJUSTED  
 FD1469* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 FD1469  ___________________________________________________________________
 FD1469  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FD1469  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1469
 FD1469  HORZ ORDER  -  SECOND
 FD1469
 FD1469.The horizontal coordinates were established by classical geodetic methods
 FD1469.and adjusted by the National Geodetic Survey in April 1999..
 FD1469
 FD1469.The orthometric height was scaled from a topographic map.
 FD1469
 FD1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1469
 FD1469.The geoid height was determined by GEOID03.
 FD1469
 FD1469;                    North         East     Units Scale Factor Converg.
 FD1469;SPC TN       -   120,921.580   513,291.243   MT  0.99997443   -0 33 32.3
 FD1469;SPC TN       -   396,723.55  1,684,023.02   sFT  0.99997443   -0 33 32.3
 FD1469;UTM  16      - 3,919,555.442   504,105.943   MT  0.99960021   +0 01 34.4
 FD1469
 FD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1469!SPC TN       -   0.99995083  x   0.99997443  =   0.99992526
 FD1469!UTM  16      -   0.99995083  x   0.99960021  =   0.99955106
 FD1469
 FD1469|---------------------------------------------------------------------|
 FD1469| PID    Reference Object                     Distance      Geod. Az  |
 FD1469|                                                           dddmmss.s |
 FD1469| CG5491 ASHTON RM 1                                        01435     |
 FD1469| CG5492 ASHTON RM 2                                        29449     |
 FD1469| CG5490 ASHTON AZ MK                                       3571703.7 |
 FD1469|---------------------------------------------------------------------|
 FD1469
 FD1469                          SUPERSEDED SURVEY CONTROL
 FD1469
 FD1469  NAD 83(1995)-  35 25 09.84120(N)    086 57 17.18136(W) AD(       ) 2
 FD1469  NAD 83(1995)-  35 25 09.84322(N)    086 57 17.18051(W) AD(       ) 2
 FD1469  NAD 83(1986)-  35 25 09.84876(N)    086 57 17.18066(W) AD(       ) 2
 FD1469  NAD 27      -  35 25 09.57600(N)    086 57 17.16700(W) AD(       ) 2
 FD1469
 FD1469.Superseded values are not recommended for survey control.
 FD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1469.See file dsdata.txt to determine how the superseded data were derived.
 FD1469
 FD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0410619555(NAD 83)
 FD1469_MARKER: DS = TRIANGULATION STATION DISK
 FD1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1469
 FD1469  HISTORY     - Date     Condition        Report By
 FD1469  HISTORY     - 1934     MONUMENTED       CGS
 FD1469  HISTORY     - 1962     GOOD             CGS
 FD1469
 FD1469                          STATION DESCRIPTION
 FD1469
 FD1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1469'ABOUT 7.75 MILES WEST-NORTHWEST OF CORNERSVILLE, 4.5 MILES NORTHEAST
 FD1469'OF LYNNVILLE, ON
 FD1469'PROPERTY OF O B ASHTON, IN APPROXIMATE CENTER OF
 FD1469'CLEARED STAR-SHAPED HILL, ON
 FD1469'EAST-WEST FENCE LINE, 250 YARDS
 FD1469'NORTHEAST OF ASHTONS HOUSE, 200 YARDS EAST
 FD1469'ALONG NORTH FENCE LINE
 FD1469'FROM ROAD LEADING TO HOUSE, 101.7 FEET EAST OF GATE IN NORTH
 FD1469'FENCE, 32.7 FEET
 FD1469'EAST OF PEACH TREE IN FENCE, AND 1.3 FEET SOUTH OF FENCE.
 FD1469'TO REACH FROM W A SCOTTS
 FD1469'STORE IN MOORESVILLE, FOLLOW LYNNVILLE ROAD
 FD1469'WEST 1.5 MILES, TURN WEST AT CROSSROADS AND
 FD1469'GO 2.7 MILES ON MAIN
 FD1469'ROAD, FOLLOW LEFT FORK AND GO 0.15 MILE TO TOP OF GRADE AND
 FD1469'STATION SITE.
 FD1469'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 FD1469'IN CONCRETE.
 FD1469'REFERENCE AND AZIMUTH MARKS ARE
 FD1469'STANDARD REFERENCE DISKS IN CONCRETE.
 FD1469'NO 1 IS SLIGHTLY
 FD1469'DOWN GRADE, ON SOUTHEAST SIDE OF FENCE ALONG NORTHEAST SIDE
 FD1469'OF
 FD1469'ADJOINING CULTIVATED FIELD, AND 138.18 FEET (SLOPE DISTANCE) FROM
 FD1469'STATION N 14 DEG 35 MIN E.
 FD1469'NO.  2 IS ALONG SAME FENCE LINE
 FD1469'AS STATION, 15 FEET EAST OF 13-INCH
 FD1469'HICKORY TREE, AND 175.61 FEET
 FD1469'(SLOPE DISTANCE) FROM STATION N 65 DEG 11 MIN W.
 FD1469'AZIMUTH
 FD1469'MARK IS ON WEST SIDE OF NORTH-AND- SOUTH ROAD LEADING PAST STATION,
 FD1469'25 YARDS SOUTHWEST
 FD1469'OF SMALL GRAVEYARD, 15 FEET WEST OF CENTER OF
 FD1469'ROAD, IN EDGE OF CULTIVATED FIELD
 FD1469'OWNED BY CLARENCE FOWLER, AND 0.35
 FD1469'MILE FROM STATION N 02 DEG 42 MIN W.
 FD1469
 FD1469                          STATION RECOVERY (1962)
 FD1469
 FD1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1783 ***********************************************************************
 FC1783  DESIGNATION -  ATHENS PLANTATION PL MICROWAVE
 FC1783  PID         -  FC1783
 FC1783  STATE/COUNTY-  TN/MCMINN
 FC1783  USGS QUAD   -  ATHENS (1990)
 FC1783
 FC1783                         *CURRENT SURVEY CONTROL
 FC1783  ___________________________________________________________________
 FC1783* NAD 83(1995)-  35 27 27.23927(N)    084 37 09.57653(W)     ADJUSTED  
 FC1783* NAVD 88     -                                                        
 FC1783  ___________________________________________________________________
 FC1783  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FC1783  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1783
 FC1783  HORZ ORDER  -  THIRD
 FC1783
 FC1783.The horizontal coordinates were established by classical geodetic methods
 FC1783.and adjusted by the National Geodetic Survey in April 1999..
 FC1783
 FC1783
 FC1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1783
 FC1783.The geoid height was determined by GEOID03.
 FC1783
 FC1783;                    North         East     Units Scale Factor Converg.
 FC1783;SPC TN       -   125,617.093   725,325.549   MT  0.99996986   +0 48 29.9
 FC1783;SPC TN       -   412,128.75  2,379,672.24   sFT  0.99996986   +0 48 29.9
 FC1783;UTM  16      - 3,926,391.960   716,044.622   MT  1.00017523   +1 22 53.6
 FC1783
 FC1783                          SUPERSEDED SURVEY CONTROL
 FC1783
 FC1783  NAD 83(1995)-  35 27 27.24327(N)    084 37 09.57599(W) AD(       ) 4
 FC1783  NAD 83(1995)-  35 27 27.24254(N)    084 37 09.57595(W) AD(       ) 4
 FC1783  NAD 83(1995)-  35 27 27.24337(N)    084 37 09.57667(W) AD(       ) 4
 FC1783  NAD 83(1986)-  35 27 27.24782(N)    084 37 09.57443(W) AD(       ) 4
 FC1783  NAD 27      -  35 27 26.98400(N)    084 37 09.81400(W) AD(       ) 3
 FC1783
 FC1783.Superseded values are not recommended for survey control.
 FC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1783.See file dsdata.txt to determine how the superseded data were derived.
 FC1783
 FC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1604526392(NAD 83)
 FC1783_MARKER: 45 = MICROWAVE TOWER
 FC1783
 FC1783  HISTORY     - Date     Condition        Report By
 FC1783  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1783
 FC1783                          STATION DESCRIPTION
 FC1783
 FC1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1783'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF ATHENS, 0.6 MILE
 FC1783'NORTHWEST OF THE JUNCTION OF HIGHWAYS U.S. 11 AND STATE ROUTE 30 AND
 FC1783'0.1 MILE WEST OF U.S. HIGHWAY 11.
 FC1783'
 FC1783'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 11 AND STATE
 FC1783'ROUTE 30 IN THE NORTHWEST EDGE OF ATHENS GO NORTH ON U.S.
 FC1783'HIGHWAY 11 FOR 0.6 MILE TO A SIDE ROAD TO THE LEFT, TURN LEFT AND GO
 FC1783'0.05 MILE TO ANOTHER ROAD TO THE LEFT, TURN LEFT AND FOLLOW THIS
 FC1783'ROAD FOR 0.1 MILE TO THE STATION.
 FC1783'
 FC1783'THE STATION IS A THREE SIDED GUYED TOWER PAINTED ALTERNATE RED AND
 FC1783'WHITE WITH MICROWAVE REFLECTORS MOUNTED ON THE SIDES NEAR THE
 FC1783'TOP. THE TOWER IS 275 FEET HIGH AND WAS CONSTRUCTED IN 1953.
 FC1783'
 FC1783'A RED LIGHT AT THE TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1784 ***********************************************************************
 FC1784  DESIGNATION -  ATHENS RADIO STATION WLAR MAST
 FC1784  PID         -  FC1784
 FC1784  STATE/COUNTY-  TN/MCMINN
 FC1784  USGS QUAD   -  ATHENS (1990)
 FC1784
 FC1784                         *CURRENT SURVEY CONTROL
 FC1784  ___________________________________________________________________
 FC1784* NAD 83(1995)-  35 26 51.81299(N)    084 36 42.43487(W)     ADJUSTED  
 FC1784* NAVD 88     -                                                        
 FC1784  ___________________________________________________________________
 FC1784  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 FC1784  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC1784
 FC1784  HORZ ORDER  -  THIRD
 FC1784
 FC1784.The horizontal coordinates were established by classical geodetic methods
 FC1784.and adjusted by the National Geodetic Survey in April 1999..
 FC1784
 FC1784
 FC1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1784
 FC1784.The geoid height was determined by GEOID03.
 FC1784
 FC1784;                    North         East     Units Scale Factor Converg.
 FC1784;SPC TN       -   124,535.109   726,025.346   MT  0.99997100   +0 48 45.8
 FC1784;SPC TN       -   408,578.94  2,381,968.16   sFT  0.99997100   +0 48 45.8
 FC1784;UTM  16      - 3,925,316.807   716,755.353   MT  1.00017902   +1 23 08.2
 FC1784
 FC1784                          SUPERSEDED SURVEY CONTROL
 FC1784
 FC1784  NAD 83(1995)-  35 26 51.82182(N)    084 36 42.45022(W) AD(       ) 4
 FC1784  NAD 83(1995)-  35 26 51.81232(N)    084 36 42.42212(W) AD(       ) 4
 FC1784  NAD 83(1995)-  35 26 51.81656(N)    084 36 42.43331(W) AD(       ) 4
 FC1784  NAD 83(1986)-  35 26 51.82029(N)    084 36 42.42867(W) AD(       ) 4
 FC1784  NAD 27      -  35 26 51.52400(N)    084 36 42.56700(W) AD(       ) 3
 FC1784
 FC1784.Superseded values are not recommended for survey control.
 FC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1784.See file dsdata.txt to determine how the superseded data were derived.
 FC1784
 FC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1675525317(NAD 83)
 FC1784_MARKER: 42 = RADIO/TV MAST
 FC1784
 FC1784  HISTORY     - Date     Condition        Report By
 FC1784  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1784
 FC1784                          STATION DESCRIPTION
 FC1784
 FC1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1784'THIS STATION IS LOCATED IN THE WEST EDGE OF ATHENS, IS ABOUT 0.7 MILE
 FC1784'EAST OF THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 30, AND
 FC1784'ABOUT 30 YARDS SOUTH OF STATE ROUTE 30 IN AN OPEN FIELD, MAST IS
 FC1784'OWNED BY RADIO STATION WLAR WHICH IS LOCATED IN ATHENS.
 FC1784'
 FC1784'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 30, GO
 FC1784'EAST ON STATE ROUTE 30 FOR 0.7 MILE TO STATION ON RIGHT.
 FC1784'
 FC1784'THE STATION IS A STEEL THREE SIDED MAST, PAINTED ALTERNATE RED AND
 FC1784'WHITE, IS MOUNTED ON A CONCRETE BASE, AND IS 185 FEET HIGH.
 FC1784'
 FC1784'THE POINT OBSERVED WAS THE RED LIGHT MOUNTED ON TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1785 ***********************************************************************
 FC1785  DESIGNATION -  ATHENS TABLE CO WATER TANK
 FC1785  PID         -  FC1785
 FC1785  STATE/COUNTY-  TN/MCMINN
 FC1785  USGS QUAD   -  ATHENS (1990)
 FC1785
 FC1785                         *CURRENT SURVEY CONTROL
 FC1785  ___________________________________________________________________
 FC1785* NAD 83(1995)-  35 27 10.17738(N)    084 35 53.85876(W)     ADJUSTED  
 FC1785* NAVD 88     -                                                        
 FC1785  ___________________________________________________________________
 FC1785  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FC1785  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC1785
 FC1785  HORZ ORDER  -  THIRD
 FC1785
 FC1785.The horizontal coordinates were established by classical geodetic methods
 FC1785.and adjusted by the National Geodetic Survey in April 1999..
 FC1785
 FC1785
 FC1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1785
 FC1785.The geoid height was determined by GEOID03.
 FC1785
 FC1785;                    North         East     Units Scale Factor Converg.
 FC1785;SPC TN       -   125,118.469   727,242.118   MT  0.99997040   +0 49 14.2
 FC1785;SPC TN       -   410,492.84  2,385,960.18   sFT  0.99997040   +0 49 14.2
 FC1785;UTM  16      - 3,925,912.431   717,966.486   MT  1.00018551   +1 23 37.0
 FC1785
 FC1785                          SUPERSEDED SURVEY CONTROL
 FC1785
 FC1785  NAD 83(1995)-  35 27 10.18137(N)    084 35 53.85782(W) AD(       ) 4
 FC1785  NAD 83(1995)-  35 27 10.18048(N)    084 35 53.85716(W) AD(       ) 4
 FC1785  NAD 83(1995)-  35 27 10.18148(N)    084 35 53.85841(W) AD(       ) 4
 FC1785  NAD 83(1986)-  35 27 10.18597(N)    084 35 53.85598(W) AD(       ) 4
 FC1785  NAD 27      -  35 27 09.92000(N)    084 35 54.08900(W) AD(       ) 3
 FC1785
 FC1785.Superseded values are not recommended for survey control.
 FC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1785.See file dsdata.txt to determine how the superseded data were derived.
 FC1785
 FC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1796625912(NAD 83)
 FC1785_MARKER: 54 = WATER TOWER
 FC1785
 FC1785  HISTORY     - Date     Condition        Report By
 FC1785  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1785
 FC1785                          STATION DESCRIPTION
 FC1785
 FC1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1785'THE STATION IS LOCATED IN THE NORTHERN SECTION OF ATHENS.
 FC1785'
 FC1785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1785'ROUTE 30 IN THE WESTERN EDGE OF ATHENS, GO EAST ON STATE ROUTE 30
 FC1785'FOR 1.35 MILE TO A STOPLIGHT CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 FC1785'A T-JUNCTION JUST AFTER CROSSING A RAILROAD OVERPASS, TURN LEFT
 FC1785'AND GO 0.1 MILE TO A FORK, FOLLOW ROAD TO RIGHT 0.05 TO STATION.
 FC1785'
 FC1785'THE STATION IS AN ELEVATED TANK, SILVER IN COLOR WITH BLACK LETTERING
 FC1785'ATHENS TABLE CO. THE OVERALL HEIGHT IS 135 FEET.
 FC1785'
 FC1785'THE POINT INTERSECTED IS THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2524 ***********************************************************************
 FE2524  DESIGNATION -  ATT RAD STA KIN 96 MAST
 FE2524  PID         -  FE2524
 FE2524  STATE/COUNTY-  TN/FAYETTE
 FE2524  USGS QUAD   -  GALLAWAY (1981)
 FE2524
 FE2524                         *CURRENT SURVEY CONTROL
 FE2524  ___________________________________________________________________
 FE2524* NAD 83(1995)-  35 15 26.91802(N)    089 37 15.86716(W)     ADJUSTED  
 FE2524* NAVD 88     -                                                        
 FE2524  ___________________________________________________________________
 FE2524  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2524  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2524
 FE2524  HORZ ORDER  -  THIRD
 FE2524
 FE2524.The horizontal coordinates were established by classical geodetic methods
 FE2524.and adjusted by the National Geodetic Survey in April 1999..
 FE2524
 FE2524
 FE2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2524
 FE2524.The geoid height was determined by GEOID03.
 FE2524
 FE2524;                    North         East     Units Scale Factor Converg.
 FE2524;SPC TN       -   108,629.501   270,553.180   MT  0.99999869   -2 07 11.7
 FE2524;SPC TN       -   356,395.29    887,639.89   sFT  0.99999869   -2 07 11.7
 FE2524;UTM  16      - 3,904,746.655   261,546.296   MT  1.00030079   -1 30 49.4
 FE2524
 FE2524                          SUPERSEDED SURVEY CONTROL
 FE2524
 FE2524  NAD 83(1995)-  35 15 26.92312(N)    089 37 15.86748(W) AD(       ) 4
 FE2524  NAD 83(1995)-  35 15 26.92334(N)    089 37 15.86772(W) AD(       ) 4
 FE2524  NAD 83(1986)-  35 15 26.92953(N)    089 37 15.86652(W) AD(       ) 4
 FE2524  NAD 27      -  35 15 26.61800(N)    089 37 15.58300(W) AD(       ) 3
 FE2524
 FE2524.Superseded values are not recommended for survey control.
 FE2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2524.See file dsdata.txt to determine how the superseded data were derived.
 FE2524
 FE2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6154604747(NAD 83)
 FE2524_MARKER: 42 = RADIO/TV MAST
 FE2524
 FE2524  HISTORY     - Date     Condition        Report By
 FE2524  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2524  HISTORY     - 1958     GOOD             CGS
 FE2524
 FE2524                          STATION DESCRIPTION
 FE2524
 FE2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2524'THE STATION IS THE CENTER OF THE TOP OF THE ARLINGTON, RADIO STATION
 FE2524'KIN 96 MAST, OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND
 FE2524'TELEGRAPH COMPANY AND LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF
 FE2524'ARLINGTON, 6-1/2 MILES NORTHWEST OF OAKLAND AND 0.05 MILE
 FE2524'NORTH OF A GRAVELED ROAD.
 FE2524'
 FE2524'THE MAST IS OF UNIFORM CROSS-SECTION CONSTRUCTION AND IS PAINTED IN
 FE2524'ALTERNATE SECTIONS OF RED AND WHITE.  THE OVERALL HEIGHT IS ABOUT
 FE2524'325 FEET.
 FE2524'
 FE2524'TO REACH THE STATION FROM THE ARLINGTON SCHOOL, GO SOUTH ON A PAVED
 FE2524'ROAD FOR 1.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON
 FE2524'GRADED ROAD FOR 2.65 MILES TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 FE2524'NORTH ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
 FE2524
 FE2524                          STATION RECOVERY (1958)
 FE2524
 FE2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2524'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2524'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2424 ***********************************************************************
 FE2424  DESIGNATION -  ATT RAD STA KIN 97 MAST
 FE2424  PID         -  FE2424
 FE2424  STATE/COUNTY-  TN/HAYWOOD
 FE2424  USGS QUAD   -  SUNNYHILL (1983)
 FE2424
 FE2424                         *CURRENT SURVEY CONTROL
 FE2424  ___________________________________________________________________
 FE2424* NAD 83(1995)-  35 35 41.89078(N)    089 10 41.92736(W)     ADJUSTED  
 FE2424* NAVD 88     -                                                        
 FE2424  ___________________________________________________________________
 FE2424  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 FE2424  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE2424
 FE2424  HORZ ORDER  -  THIRD
 FE2424
 FE2424.The horizontal coordinates were established by classical geodetic methods
 FE2424.and adjusted by the National Geodetic Survey in April 1999..
 FE2424
 FE2424
 FE2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2424
 FE2424.The geoid height was determined by GEOID03.
 FE2424
 FE2424;                    North         East     Units Scale Factor Converg.
 FE2424;SPC TN       -   144,653.713   312,036.391   MT  0.99995706   -1 51 38.6
 FE2424;SPC TN       -   474,584.72  1,023,739.39   sFT  0.99995706   -1 51 38.6
 FE2424;UTM  16      - 3,941,210.264   302,659.374   MT  1.00007992   -1 16 05.9
 FE2424
 FE2424                          SUPERSEDED SURVEY CONTROL
 FE2424
 FE2424  NAD 83(1995)-  35 35 41.89620(N)    089 10 41.92994(W) AD(       ) 4
 FE2424  NAD 83(1986)-  35 35 41.90238(N)    089 10 41.92813(W) AD(       ) 4
 FE2424  NAD 27      -  35 35 41.62600(N)    089 10 41.68700(W) AD(       ) 3
 FE2424
 FE2424.Superseded values are not recommended for survey control.
 FE2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2424.See file dsdata.txt to determine how the superseded data were derived.
 FE2424
 FE2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0265941210(NAD 83)
 FE2424_MARKER: 42 = RADIO/TV MAST
 FE2424
 FE2424  HISTORY     - Date     Condition        Report By
 FE2424  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2424  HISTORY     - 1958     GOOD             CGS
 FE2424
 FE2424                          STATION DESCRIPTION
 FE2424
 FE2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2424'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE AMERICAN
 FE2424'TELEPHONE AND TELEGRAPH COMPANY, LONG LINES DEPARTMENT LOCATED ABOUT
 FE2424'4 MILES EAST OF BROWNSVILLE AND ABOUT 0.3 MILE NORTH OF U.S. HIGHWAY
 FE2424'70.  THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE
 FE2424'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE HEIGHT IS 350
 FE2424'FEET AND THERE ARE TWO LARGE FLAT REFLECTORS AT THE TOP.
 FE2424'
 FE2424'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST ON
 FE2424'U.S. HIGHWAY 70 FOR 4.7 MILES TO A GRAVELED ROAD LEFT.  TURN LEFT
 FE2424'AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A DRIVEWAY
 FE2424'LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE
 FE2424'STATION.
 FE2424
 FE2424                          STATION RECOVERY (1958)
 FE2424
 FE2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2424'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2424'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2304 ***********************************************************************
 FE2304  DESIGNATION -  ATWOOD
 FE2304  PID         -  FE2304
 FE2304  STATE/COUNTY-  TN/CARROLL
 FE2304  USGS QUAD   -  ATWOOD (1983)
 FE2304
 FE2304                         *CURRENT SURVEY CONTROL
 FE2304  ___________________________________________________________________
 FE2304* NAD 83(1995)-  35 58 32.08147(N)    088 40 33.93558(W)     ADJUSTED  
 FE2304* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 FE2304  ___________________________________________________________________
 FE2304  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2304  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2304
 FE2304  HORZ ORDER  -  THIRD
 FE2304
 FE2304.The horizontal coordinates were established by classical geodetic methods
 FE2304.and adjusted by the National Geodetic Survey in April 1999..
 FE2304
 FE2304.The orthometric height was scaled from a topographic map.
 FE2304
 FE2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2304
 FE2304.The geoid height was determined by GEOID03.
 FE2304
 FE2304;                    North         East     Units Scale Factor Converg.
 FE2304;SPC TN       -   185,505.269   358,680.990   MT  0.99995144   -1 34 00.1
 FE2304;SPC TN       -   608,611.87  1,176,772.55   sFT  0.99995144   -1 34 00.1
 FE2304;UTM  16      - 3,982,538.369   348,884.403   MT  0.99988139   -0 59 05.2
 FE2304
 FE2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2304!SPC TN       -   0.99998215  x   0.99995144  =   0.99993360
 FE2304!UTM  16      -   0.99998215  x   0.99988139  =   0.99986355
 FE2304
 FE2304:                Primary Azimuth Mark                     Grid Az
 FE2304:SPC TN       -  TREZEVANT SIEGEL CO WATER TANK           050 29 41.4
 FE2304:UTM  16      -  TREZEVANT SIEGEL CO WATER TANK           049 54 46.5
 FE2304
 FE2304|---------------------------------------------------------------------|
 FE2304| PID    Reference Object                     Distance      Geod. Az  |
 FE2304|                                                           dddmmss.s |
 FE2304| GD1496 TREZEVANT SIEGEL CO WATER TANK      APPROX. 6.3 KM 0485541.3 |
 FE2304| CG3154 ATWOOD RM 2                          26.720 METERS 11755     |
 FE2304| FE2303 ATWOOD MUNICIPAL TANK                55.229 METERS 19254     |
 FE2304| CG3152 ATWOOD AZ MK                                       2421055.8 |
 FE2304| FE2305 ATWOOD 2                             29.252 METERS 24211     |
 FE2304| CG3153 ATWOOD RM 1                          25.226 METERS 34523     |
 FE2304|---------------------------------------------------------------------|
 FE2304
 FE2304                          SUPERSEDED SURVEY CONTROL
 FE2304
 FE2304  NAD 83(1995)-  35 58 32.08418(N)    088 40 33.94037(W) AD(       ) 3
 FE2304  NAD 83(1986)-  35 58 32.09270(N)    088 40 33.93525(W) AD(       ) 3
 FE2304  NAD 27      -  35 58 31.85840(N)    088 40 33.71530(W) AD(       ) 3
 FE2304
 FE2304.Superseded values are not recommended for survey control.
 FE2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2304.See file dsdata.txt to determine how the superseded data were derived.
 FE2304
 FE2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4888482538(NAD 83)
 FE2304_MARKER: DS = TRIANGULATION STATION DISK
 FE2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2304
 FE2304  HISTORY     - Date     Condition        Report By
 FE2304  HISTORY     - 1958     MONUMENTED       CGS
 FE2304  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FE2304
 FE2304                          STATION DESCRIPTION
 FE2304
 FE2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2304'THE STATION IS ON THE WEST LAWN OF THE ATWOOD HIGH SCHOOL GROUNDS. IT
 FE2304'IS 65 FEET WEST OF THE WEST ENTRANCE TO THE SCHOOL BUILDING,
 FE2304'38 FEET SOUTHEAST OF AN 18 INCH PECAN TREE, 84 FEET SOUTH OF A WHITE
 FE2304'WITNESS POST, 164 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 106
 FE2304'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, AND
 FE2304'181 FEET NORTHEAST OF THE CENTER OF THE BASE OF THE ATWOOD
 FE2304'MUNICIPAL WATER TANK. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2304'ATWOOD 1958.
 FE2304'
 FE2304'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST ON THE PAVED ROAD
 FE2304'FOR 0.05 MILE TO A GRAVELED SIDE ROAD LEFT. TURN LEFT ACROSS
 FE2304'RAILROAD TO A GRAVELED CROSSROAD. TURN LEFT AND GO SOUTHWEST ON A
 FE2304'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2304'
 FE2304'REFERENCE MARK 1 IS 2 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT
 FE2304'SOUTHWEST OF A 6 INCH PECAN TREE, 53 FEET SOUTH OF THE CENTERLINE OF
 FE2304'A PAVED ROAD, 54 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 FE2304'BUILDING, AND 32 FEET EAST OF A 6 INCH PECAN TREE. THE MONUMENT
 FE2304'IS FLUSH AND THE DISK IS STAMPED ATWOOD NO 1 1958.
 FE2304'
 FE2304'REFERENCE MARK 2 IS 3 FEET WEST OF THE WEST SIDE OF THE SCHOOL
 FE2304'BUILDING, 29 FEET NORTHWEST OF A FLAGPOLE, 20 FEET NORTHWEST
 FE2304'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, AND 23 FEET SOUTH OF
 FE2304'A POWERLINE POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2304'ATWOOD NO 2 1958.
 FE2304'
 FE2304'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A POWERLINE POLE, 1 FOOT EAST
 FE2304'OF A WHITE WITNESS POST, 66 FEET NORTHWEST OF THE CENTERLINE OF A
 FE2304'GRAVELED ROAD, 86 FEET SOUTH OF THE SOUTHWEST CORNER OF A COTTON GIN,
 FE2304'12 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 FE2304'AND 106 FEET NORTHWEST OF THE NORTH RAIL OF THE L AND N RAILROAD. THE
 FE2304'AZIMUTH MARK IS ON THE PROPERTY OF MR. T.B. SUBUS OF ATWOOD, THE
 FE2304'MONUMENT IS FLUSH AND THE DISK IS STAMPED ATWOOD 1958.
 FE2304'
 FE2304'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2304
 FE2304                          STATION RECOVERY (1968)
 FE2304
 FE2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2304'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2304'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1
 FE2304'WAS DESTROYED BY GRADING EQUIPMENT AND THE DISK WAS RECOVERED. DUE
 FE2304'TO THE CONSTUCTION OF A NEW GYMNASIUM AND CLASSROOMS AT THE
 FE2304'ATWOOD HIGH SCHOOL, THE STATION MARK WOULD BE DESTROYED. A NEW
 FE2304'STATION ATWOOD 2 1968 WAS ESTABLISHED ON LINE BETWEEN THE
 FE2304'OLD STATION AND THE AZIMUTH MARK, AND TWO NEW REFERENCE MARKS NO. 3
 FE2304'AND NO. 4 WERE ESTABLISHED. AFTER THE TRAVERSE MEASUREMENTS
 FE2304'WERE COMPLETED AND CHECKED, THE NEW STATION WAS OCCUPIED AND THE
 FE2304'HORIZONTAL ANGLES OBSERVED. LEVELS WERE RUN BETWEEN THE MARKS FOR USE
 FE2304'IN CONVERTING SLOPE MEASUREMENTS FROM THE NEW STATION TO THE
 FE2304'REFERENCE MARKS TO HORIZONTAL MEASUREMENTS. AFTER ALL RECORDS WERE
 FE2304'CHECKED, THE ORIGINAL SURFACE MARK WAS DESTROYED AND THE DISK
 FE2304'REMOVED. THE ORIGINAL REFERENCE MARK NO. 2 WAS NOT DISTURBED AS IT
 FE2304'WILL NOT BE IN THE WAY OF CONSTRUCTION AND WAS BEING USED AS A
 FE2304'BENCH MARK BY THE ARCHITECT. THE HORIZONTAL DISTANCE MEASUREMENT FROM
 FE2304'REFERENCE MARK NO. 2 TO THE STATION MARK WAS VERIFIED PRIOR TO
 FE2304'MOVING THE MARK.
 FE2304'
 FE2304'SEE DESCRIPTION FOR STATION ATWOOD 2 1968.
 FE2304'
 FE2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ATWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2305 ***********************************************************************
 FE2305  DESIGNATION -  ATWOOD 2
 FE2305  PID         -  FE2305
 FE2305  STATE/COUNTY-  TN/CARROLL
 FE2305  USGS QUAD   -  ATWOOD (1983)
 FE2305
 FE2305                         *CURRENT SURVEY CONTROL
 FE2305  ___________________________________________________________________
 FE2305* NAD 83(1995)-  35 58 31.63856(N)    088 40 34.96824(W)     ADJUSTED  
 FE2305* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 FE2305  ___________________________________________________________________
 FE2305  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2305  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2305
 FE2305  HORZ ORDER  -  THIRD
 FE2305
 FE2305.The horizontal coordinates were established by classical geodetic methods
 FE2305.and adjusted by the National Geodetic Survey in April 1999..
 FE2305.No horizontal observational check was made to the station.
 FE2305
 FE2305.The orthometric height was scaled from a topographic map.
 FE2305
 FE2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2305
 FE2305.The geoid height was determined by GEOID03.
 FE2305
 FE2305;                    North         East     Units Scale Factor Converg.
 FE2305;SPC TN       -   185,492.330   358,654.756   MT  0.99995143   -1 34 00.7
 FE2305;SPC TN       -   608,569.42  1,176,686.48   sFT  0.99995143   -1 34 00.7
 FE2305;UTM  16      - 3,982,525.166   348,858.304   MT  0.99988148   -0 59 05.8
 FE2305
 FE2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2305!SPC TN       -   0.99998215  x   0.99995143  =   0.99993359
 FE2305!UTM  16      -   0.99998215  x   0.99988148  =   0.99986364
 FE2305
 FE2305|---------------------------------------------------------------------|
 FE2305| PID    Reference Object                     Distance      Geod. Az  |
 FE2305|                                                           dddmmss.s |
 FE2305| FE2304 ATWOOD                               29.252 METERS 06211     |
 FE2305| CG3155 ATWOOD 2 RM 3                        38.484 METERS 16658     |
 FE2305| CG3156 ATWOOD 2 RM 4                        22.543 METERS 23643     |
 FE2305| CG3152 ATWOOD AZ MK                                       2421049.1 |
 FE2305|---------------------------------------------------------------------|
 FE2305
 FE2305                          SUPERSEDED SURVEY CONTROL
 FE2305
 FE2305  NAD 83(1995)-  35 58 31.64127(N)    088 40 34.97303(W) AD(       ) 3
 FE2305  NAD 83(1986)-  35 58 31.64979(N)    088 40 34.96791(W) AD(       ) 3
 FE2305  NAD 27      -  35 58 31.41550(N)    088 40 34.74794(W) AD(       ) 3
 FE2305
 FE2305.Superseded values are not recommended for survey control.
 FE2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2305.See file dsdata.txt to determine how the superseded data were derived.
 FE2305
 FE2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4885882525(NAD 83)
 FE2305_MARKER: DS = TRIANGULATION STATION DISK
 FE2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2305
 FE2305  HISTORY     - Date     Condition        Report By
 FE2305  HISTORY     - 1968     MONUMENTED       CGS
 FE2305
 FE2305                          STATION DESCRIPTION
 FE2305
 FE2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2305'THE STATION IS LOCATED IN A LAWN AREA ALONG THE SOUTHWEST SIDE OF THE
 FE2305'ATWOOD HIGH SCHOOL IN ATWOOD.
 FE2305'
 FE2305'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO NORTHEAST ON
 FE2305'U.S. HIGHWAY 79 AND 70A FOR 0.15 OF A MILE TO A PAVED STREET ON
 FE2305'THE LEFT (SECOND STREET).  HERE TURN LEFT AND GO NORTHERLY ON THIS
 FE2305'STREET FOR 0.1 OF A MILE TO THE ATWOOD MUNICIPAL WATER TANK,
 FE2305'THE ATWOOD HIGH SCHOOL, AND THE MARK ON THE RIGHT AS DESCRIBED.
 FE2305'
 FE2305'THE STATION IS 138 FEET NORTH-NORTHWEST OF THE RISER PIPE OF THE
 FE2305'WATER TANK, 126 FEET NORTH OF THE NORTH CORNER OF A CONCRETE
 FE2305'BLOCK PUMP HOUSE, 88 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED
 FE2305'STREET, 38 FEET NORTH OF AN 18-INCH WHITE ASH TREE, AND 1.0
 FE2305'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2305'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2305'PROJECTS 1 INCH AND THE DISK IS STAMPED ATWOOD 2 1968.
 FE2305'
 FE2305'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 FE2305'THE NORTH CORNER OF THE TOP OF THE CONCRETE FOOTING FOR THE
 FE2305'WEST LEG OF THE ATWOOD MUNICIPAL WATER TANK, AND THE DISK IS STAMPED
 FE2305'ATWOOD 2 NO 3 1968.
 FE2305'
 FE2305'REFERENCE MARK NO. 4 IS NEAR THE CENTER OF A TRIANGLE FORMED BY THREE
 FE2305'ASH TREES, 96 FEET NORTH-NORTHWEST OF THE WEST CORNER OF THE
 FE2305'CONCRETE BLOCK PUMP HOUSE, 33 FEET EAST OF THE APPROXIMATE CENTER OF
 FE2305'THE PAVED STREET, 18 FEET NORTHEAST OF A 16-INCH WHITE ASH TREE, 18
 FE2305'FEET WEST-NORTHWEST OF AN 18-INCH WHITE ASH TREE, AND 14 FEET
 FE2305'SOUTH-SOUTHEAST OF A 22-INCH WHITE ASH TREE.  IT IS A STANDARD
 FE2305'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2305'PROJECTS 1 INCH AND THE DISK IS STAMPED ATWOOD 2 NO 4 1968.
 FE2305'
 FE2305'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE2305'REFERENCE MARK NO. 4 IS 122.24 FEET-37.259 METERS.
 FE2305'
 FE2305'THE AZIMUTH MARK IS 108 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FE2305'LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 80 FEET NORTH OF THE
 FE2305'APPROXIMATE CENTER OF THE INTERSECTION OF BROAD STREET AND BROOKS
 FE2305'ROAD, 67 FEET EAST-NORTHEAST OF THE EAST CORNER OF A COTTON GIN
 FE2305'OFFICE BUILDING, 63 FEET NORTH-NORTHEAST OF A UTILITY POLE, 1.1 FEET
 FE2305'SOUTH OF THE SOUTH ONE OF TWO, RED-PAINTED, POLES SUPPORTING A
 FE2305'RACK FOR THREE LARGE ELECTRIC TRANSFORMERS, AND 1.0 FOOT
 FE2305'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2305'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2305'PROJECTS 1 INCH AND THE DISK IS STAMPED ATWOOD 1958.
 FE2305'
 FE2305'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON A PAVED
 FE2305'STREET FOR 0.1 OF A MILE TO THE JUNCTION WITH U.S.  HIGHWAYS 79 AND
 FE2305'70A.  HERE TURN RIGHT AND GO SOUTHWESTERLY ON THESE HIGHWAYS FOR
 FE2305'ABOUT 0.15 OF A MILE TO BROAD STREET ON THE RIGHT, TURN RIGHT ON
 FE2305'BROAD STREET AND GO NORTHWESTERLY CROSSING THE RAILROAD TRACKS FOR
 FE2305'ABOUT 0.1 OF A MILE TO BROOKS ROAD AND THE MARK IN THE NORTH
 FE2305'ANGLE OF THE STREET INTERSECTION AS DESCRIBED.
 FE2305'
 FE2305'NOTE-* THE SURFACE MARK FOR THE ORIGINAL STATION ATWOOD 1958 WAS
 FE2305'DESTROYED UPON COMPLETION OF THE WORK REQUIRED TO ESTABLISH THE
 FE2305'NEW STATION ATWOOD 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2303 ***********************************************************************
 FE2303  DESIGNATION -  ATWOOD MUNICIPAL TANK
 FE2303  PID         -  FE2303
 FE2303  STATE/COUNTY-  TN/CARROLL
 FE2303  USGS QUAD   -  ATWOOD (1983)
 FE2303
 FE2303                         *CURRENT SURVEY CONTROL
 FE2303  ___________________________________________________________________
 FE2303* NAD 83(1995)-  35 58 30.33478(N)    088 40 34.42761(W)     ADJUSTED  
 FE2303* NAVD 88     -                                                        
 FE2303  ___________________________________________________________________
 FE2303  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2303  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2303
 FE2303  HORZ ORDER  -  THIRD
 FE2303
 FE2303.The horizontal coordinates were established by classical geodetic methods
 FE2303.and adjusted by the National Geodetic Survey in April 1999..
 FE2303
 FE2303
 FE2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2303
 FE2303.The geoid height was determined by GEOID03.
 FE2303
 FE2303;                    North         East     Units Scale Factor Converg.
 FE2303;SPC TN       -   185,451.792   358,667.196   MT  0.99995142   -1 34 00.4
 FE2303;SPC TN       -   608,436.42  1,176,727.29   sFT  0.99995142   -1 34 00.4
 FE2303;UTM  16      - 3,982,484.759   348,871.155   MT  0.99988144   -0 59 05.5
 FE2303
 FE2303                          SUPERSEDED SURVEY CONTROL
 FE2303
 FE2303  NAD 83(1995)-  35 58 30.33749(N)    088 40 34.43240(W) AD(       ) 4
 FE2303  NAD 83(1986)-  35 58 30.34603(N)    088 40 34.42736(W) AD(       ) 4
 FE2303  NAD 27      -  35 58 30.11200(N)    088 40 34.20700(W) AD(       ) 3
 FE2303
 FE2303.Superseded values are not recommended for survey control.
 FE2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2303.See file dsdata.txt to determine how the superseded data were derived.
 FE2303
 FE2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4887182485(NAD 83)
 FE2303_MARKER: 51 = TANK
 FE2303
 FE2303  HISTORY     - Date     Condition        Report By
 FE2303  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2303
 FE2303                          STATION DESCRIPTION
 FE2303
 FE2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2303'THE STATION IS THE CENTER OF THE BASE OF THE ATWOOD MUNICIPAL WATER
 FE2303'TANK. IT IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN OF ATWOOD,
 FE2303'ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ATWOOD HIGH
 FE2303'SCHOOL BUILDING.
 FE2303'
 FE2303'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ATWOOD TO
 FE2303'THE ATWOOD MUNICIPAL WATER TANK. THE DISTANCE WAS 181.2 FT.
 FE2303'(55.230 M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2665 ***********************************************************************
 AJ2665  DESIGNATION -  AUCTION
 AJ2665  PID         -  AJ2665
 AJ2665  STATE/COUNTY-  TN/SHELBY
 AJ2665  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2665
 AJ2665                         *CURRENT SURVEY CONTROL
 AJ2665  ___________________________________________________________________
 AJ2665* NAD 83(1995)-  35 09 34.51531(N)    090 03 22.86355(W)     ADJUSTED  
 AJ2665* NAVD 88     -        72.22   (meters)     236.9    (feet)  LEVELING  
 AJ2665  ___________________________________________________________________
 AJ2665  X           -      -5,134.206 (meters)                     COMP
 AJ2665  Y           -  -5,220,285.700 (meters)                     COMP
 AJ2665  Z           -   3,652,381.679 (meters)                     COMP
 AJ2665  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ2665  ELLIP HEIGHT-          44.92  (meters)          (04/26/01) GPS OBS
 AJ2665  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2665
 AJ2665  HORZ ORDER  -  FIRST
 AJ2665  VERT ORDER  -  THIRD ?
 AJ2665  ELLP ORDER  -  FOURTH    CLASS I
 AJ2665
 AJ2665.The horizontal coordinates were established by GPS observations
 AJ2665.and adjusted by the National Geodetic Survey in April 2001..
 AJ2665
 AJ2665.The orthometric height was determined by differential leveling.
 AJ2665.The vertical network tie was performed by a horz. field party for horz.
 AJ2665.obs reductions. Reset procedures were used to establish the elevation.
 AJ2665
 AJ2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2665
 AJ2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2665
 AJ2665.The ellipsoidal height was determined by GPS observations
 AJ2665.and is referenced to NAD 83.
 AJ2665
 AJ2665.The geoid height was determined by GEOID03.
 AJ2665
 AJ2665;                    North         East     Units Scale Factor Converg.
 AJ2665;SPC TN       -    99,331.704   230,522.979   MT  1.00001719   -2 22 29.1
 AJ2665;SPC TN       -   325,890.77    756,307.47   sFT  1.00001719   -2 22 29.1
 AJ2665;UTM  15      - 3,894,709.381   768,130.328   MT  1.00048613   +1 41 46.1
 AJ2665;UTM  16      - 3,895,019.296   221,600.662   MT  1.00055531   -1 45 40.1
 AJ2665
 AJ2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2665!SPC TN       -   0.99999295  x   1.00001719  =   1.00001014
 AJ2665!UTM  15      -   0.99999295  x   1.00048613  =   1.00047908
 AJ2665!UTM  16      -   0.99999295  x   1.00055531  =   1.00054826
 AJ2665
 AJ2665|---------------------------------------------------------------------|
 AJ2665| PID    Reference Object                     Distance      Geod. Az  |
 AJ2665|                                                           dddmmss.s |
 AJ2665| AJ2670 ISWALK1                             304.562 METERS 00855     |
 AJ2665|---------------------------------------------------------------------|
 AJ2665
 AJ2665                          SUPERSEDED SURVEY CONTROL
 AJ2665
 AJ2665.No superseded survey control is available for this station.
 AJ2665
 AJ2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6813094709(NAD 83)
 AJ2665_MARKER: DD = SURVEY DISK
 AJ2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2665_MARK LOGO: TN1620
 AJ2665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2665+STABILITY: SURFACE MOTION
 AJ2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2665+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ2665
 AJ2665  HISTORY     - Date     Condition        Report By
 AJ2665  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2665  HISTORY     - 20020812 GOOD             TN1620
 AJ2665  HISTORY     - 20050925 GOOD             TN1620
 AJ2665
 AJ2665                          STATION DESCRIPTION
 AJ2665
 AJ2665'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2665'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS ON MUD ISLAND.
 AJ2665'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2665'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS THE A.W.WILLIS BRIDGE,
 AJ2665'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2665'T-INTERSECTION, ISLAND DRIVE.  THE STATION IS STRAIGHT AHEAD ACROSS
 AJ2665'INTERSECTION.
 AJ2665'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP A 1/2
 AJ2665'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2665'THE GROUND.  THE STATION IS LOCATED ON THE WEST SIDE OF ISLAND DRIVE,
 AJ2665'77.00 FEET (23.47 M) NORTH OF THE CENTERLINE PROJECTION OF AUCTION
 AJ2665'AVENUE, 105.00 FEET (32.00 M) SOUTHWEST OF A 8 INCH METAL STREET LIGHT
 AJ2665'NO.  42038, 44.90 FEET (13.69 M) NORTHWEST OF A 8 INCH METAL STREET
 AJ2665'LIGHT NO.  242041, 29.00 FEET (8.84 M) WEST OF THE WEST CURBLINE OF
 AJ2665'ISLAND DRIVE.  THE MONUMENT IS SET AT THE POINT OF INTERSECTION OF THE
 AJ2665'BACK OF TWO SIDEWALKS.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2665'GROUND.
 AJ2665
 AJ2665                          STATION RECOVERY (2002)
 AJ2665
 AJ2665'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2665'RECOVERED IN GOOD CONDITION.
 AJ2665
 AJ2665                          STATION RECOVERY (2005)
 AJ2665
 AJ2665'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (DA)
 AJ2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2197 ***********************************************************************
 FE2197  DESIGNATION -  AUDUBON
 FE2197  PID         -  FE2197
 FE2197  STATE/COUNTY-  TN/SHELBY
 FE2197  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2197
 FE2197                         *CURRENT SURVEY CONTROL
 FE2197  ___________________________________________________________________
 FE2197* NAD 83(1995)-  35 06 26.40850(N)    089 55 08.08985(W)     ADJUSTED  
 FE2197* NAVD 88     -        96.942  (meters)     318.05   (feet)  ADJUSTED  
 FE2197  ___________________________________________________________________
 FE2197  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2197  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2197  DYNAMIC HT  -          96.853 (meters)     317.76  (feet)  COMP
 FE2197  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE2197
 FE2197  HORZ ORDER  -  SECOND
 FE2197  VERT ORDER  -  FIRST     CLASS II
 FE2197
 FE2197.The horizontal coordinates were established by classical geodetic methods
 FE2197.and adjusted by the National Geodetic Survey in April 1999..
 FE2197
 FE2197.The orthometric height was determined by differential leveling
 FE2197.and adjusted by the National Geodetic Survey in June 1991..
 FE2197
 FE2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2197
 FE2197.The geoid height was determined by GEOID03.
 FE2197
 FE2197.The dynamic height is computed by dividing the NAVD 88
 FE2197.geopotential number by the normal gravity value computed on the
 FE2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2197.degrees latitude (g = 980.6199 gals.).
 FE2197
 FE2197.The modeled gravity was interpolated from observed gravity values.
 FE2197
 FE2197;                    North         East     Units Scale Factor Converg.
 FE2197;SPC TN       -    93,029.161   242,802.706   MT  1.00002824   -2 17 39.4
 FE2197;SPC TN       -   305,213.17    796,595.21   sFT  1.00002824   -2 17 39.4
 FE2197;UTM  16      - 3,888,845.703   233,953.296   MT  1.00047242   -1 40 46.9
 FE2197;UTM  15      - 3,889,291.362   780,832.757   MT  1.00057210   +1 46 23.2
 FE2197
 FE2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2197!SPC TN       -   0.99998908  x   1.00002824  =   1.00001732
 FE2197!UTM  16      -   0.99998908  x   1.00047242  =   1.00046150
 FE2197!UTM  15      -   0.99998908  x   1.00057210  =   1.00056118
 FE2197
 FE2197:                Primary Azimuth Mark                     Grid Az
 FE2197:SPC TN       -  AUDUBON AZ MK                            012 27 21.3
 FE2197:UTM  16      -  AUDUBON AZ MK                            011 50 28.8
 FE2197:UTM  15      -  AUDUBON AZ MK                            008 23 18.7
 FE2197
 FE2197|---------------------------------------------------------------------|
 FE2197| PID    Reference Object                     Distance      Geod. Az  |
 FE2197|                                                           dddmmss.s |
 FE2197| CG3157 AUDUBON AZ MK                                      0100941.9 |
 FE2197| FE2198 AUDUBON RM 1                         27.409 METERS 05443     |
 FE2197| CG3158 AUDUBON RM 2 RESET                   27.200 METERS 25417     |
 FE2197| FE2199 AUDUBON RM 3                         34.259 METERS 26321     |
 FE2197| FE2568 MEMPHIS SHEAHAN PUMP STA STACK      APPROX. 1.5 KM 3124550.7 |
 FE2197|---------------------------------------------------------------------|
 FE2197
 FE2197                          SUPERSEDED SURVEY CONTROL
 FE2197
 FE2197  NAD 83(1995)-  35 06 26.41062(N)    089 55 08.08866(W) AD(       ) 2
 FE2197  NAD 83(1995)-  35 06 26.41333(N)    089 55 08.08962(W) AD(       ) 2
 FE2197  NAD 83(1986)-  35 06 26.41869(N)    089 55 08.09049(W) AD(       ) 2
 FE2197  NAD 27      -  35 06 26.09500(N)    089 55 07.77500(W) AD(       ) 2
 FE2197  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 FE2197
 FE2197.Superseded values are not recommended for survey control.
 FE2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2197.See file dsdata.txt to determine how the superseded data were derived.
 FE2197
 FE2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3395388846(NAD 83)
 FE2197_MARKER: DS = TRIANGULATION STATION DISK
 FE2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2197_SP_SET: CONCRETE POST
 FE2197_STAMPING: AUDUBON 1957
 FE2197_MARK LOGO: CGS   
 FE2197_PROJECTION: FLUSH
 FE2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2197+STABILITY: SURFACE MOTION
 FE2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2197+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2197
 FE2197  HISTORY     - Date     Condition        Report By
 FE2197  HISTORY     - 1957     MONUMENTED       CGS
 FE2197  HISTORY     - 1958     SEE DESCRIPTION  USE
 FE2197  HISTORY     - 1959     GOOD             CGS
 FE2197  HISTORY     - 1962     GOOD             CGS
 FE2197  HISTORY     - 1983     GOOD             NGS
 FE2197  HISTORY     - 19951010 GOOD             TN1620
 FE2197  HISTORY     - 20021016 GOOD             USACE
 FE2197
 FE2197                          STATION DESCRIPTION
 FE2197
 FE2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2197'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF AUDUBON PARK,
 FE2197'IN THE EAST CENTRAL SECTION OF MEMPHIS. IT IS 94 FEET WEST OF THE
 FE2197'CENTERLINE OF CHERRY ROAD, 55 FEET NORTH OF THE CENTERLINE OF PARK
 FE2197'AVENUE AND 109 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 FE2197'CHERRY ROAD AND PARK AVENUE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2197'STAMPED AUDUBON 1957.
 FE2197'
 FE2197'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE AND
 FE2197'GOODLETT STREET, AT THE SOUTHWEST CORNER OF AUDUBON PARK, GO EAST ON
 FE2197'PARK AVENUE FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FE2197'
 FE2197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PARK AVENUE
 FE2197'FOR 100 FEET TO CHERRY ROAD. TURN LEFT AND GO NORTH ON CHERRY ROAD
 FE2197'FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 FE2197'
 FE2197'REFERENCE MARK 1 IS 105 FEET NORTH OF THE CENTERLINE OF PARK AVENUE
 FE2197'AND 23 FEET WEST OF THE CENTERLINE OF CHERRY ROAD.  THE MONUMENT IS
 FE2197'FLUSH AND THE DISK IS STAMPED AUDUBON NO 1 1957.
 FE2197'
 FE2197'REFERENCE MARK 2 IS 26 FEET NORTH OF THE CENTERLINE OF PARK AVENUE
 FE2197'AND 20 FEET SOUTHEAST OF AN UNDERGROUND WATER METER WITH A CAST
 FE2197'IRON COVER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AUDUBON NO
 FE2197'2 1957.
 FE2197'
 FE2197'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF CHERRY ROAD, 2
 FE2197'FEET WEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF A WHITE
 FE2197'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AUDUBON
 FE2197'1957.
 FE2197'
 FE2197'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2197
 FE2197                          STATION RECOVERY (1958)
 FE2197
 FE2197'RECOVERY NOTE BY US ENGINEERS 1958
 FE2197'REFERENCE MARK 2 WAS RESET 96.71 FEET WEST OF THE STATION DUE TO THE
 FE2197'PROPOSED WIDENING OF PARK AVENUE. IT IS LOCATED ABOUT 1.4 MILES W
 FE2197'AND 0.6 MILE S OF WHITE STATION, ABOUT 0.3 MILE E OF EAST LINE OF
 FE2197'KENNEDY HOSPITAL IN AUDUBON PARK, AT NW CORNER OF PARK AVE. AND
 FE2197'CHERRY ROAD, ABOUT 37.5 FEET N OF EXISTING CENTER LINE OF PARK AVE.,
 FE2197'ABOUT 195 FEET W OF CENTER LINE OF CHERRY ROAD, 85.6 FEET N OF
 FE2197'EXISTING CURB LINE OF PARK AVE. EXTENDED, 95 FEET N OF SOUTH EDGE OF
 FE2197'WALK ON SOUTH SIDE OF PARK AVE. EXTENDED, 184.5 FEET S OF WATER
 FE2197'FOUNTAIN, 174.85 FEET SW OF R.M. 1 AND STAMPED AUDUBON NO 2 1957
 FE2197'RESET 1958. A BRASS DISK SET IN ORIGINAL CONCRETE POST 0.2 FOOT BELOW
 FE2197'SURFACE OF GROUND.
 FE2197
 FE2197                          STATION RECOVERY (1959)
 FE2197
 FE2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2197'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2197'GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 2 WHICH WAS NOT
 FE2197'RECOVERED.  A NEW REFERENCE MARK WAS ESTABLISHED.  A COMPLETE
 FE2197'DESCRIPTION FOLLOWS.
 FE2197'
 FE2197'THE STATION IS LOCATED IN THE SOUTHEAST PART OF MEMPHIS, ALONG THE
 FE2197'SOUTH SIDE OF AUDUBON PARK, IN THE NORTHWEST ANGLE OF A JUNCTION
 FE2197'FORMED BY PARK AVENUE AND CHERRY ROAD.
 FE2197'
 FE2197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON CHERRY ROAD
 FE2197'FOR 0.45 MILE TO A WHITE WITNESS POST ON THE RIGHT, EAST SIDE AND
 FE2197'THE AZIMUTH MARK.
 FE2197'
 FE2197'THE STATION IS A STANDARD DISK STAMPED AUDUBON 1957 SET IN TOP OF A
 FE2197'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE2197'GROUND. IT IS 99 FEET WEST-NORTHWEST OF THE CENTER OF A JUNCTION AND
 FE2197'20 FEET NORTH OF THE SOUTH EDGE OF A SIDEWALK.
 FE2197'
 FE2197'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AUDUBON NO 1
 FE2197'1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE2197'ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE
 FE2197'STATION.  IT IS 118 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 FE2197'JUNCTION OF PARK AVENUE AND CHERRY ROAD AND 22 FEET WEST OF THE
 FE2197'CENTER OF CHERRY ROAD.
 FE2197'
 FE2197'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED AUDUBON NO 3
 FE2197'1957 SET IN A DRILL HOLE IN A SIDEWALK AND IS ABOUT 3 FEET LOWER
 FE2197'THAN THE STATION.  IT IS 36 FEET NORTH OF THE CENTER OF PARK AVENUE
 FE2197'AND 18 INCHES NORTH-NORTHEAST OF A STREET LAMP POLE.
 FE2197'
 FE2197'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AUDUBON 1957 SET IN TOP
 FE2197'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE2197'THE GROUND. IT IS 19 FEET EAST OF THE CENTER OF CHERRY ROAD AND 2
 FE2197'FEET NORTHWEST OF A WHITE WITNESS POST.
 FE2197'
 FE2197'HEIGHT OF TOWER WAS 90 FEET.
 FE2197
 FE2197                          STATION RECOVERY (1962)
 FE2197
 FE2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2197'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK
 FE2197'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN
 FE2197'TENN. QUAD 350893 STATION 1045.
 FE2197
 FE2197                          STATION RECOVERY (1983)
 FE2197
 FE2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2197'IN MEMPHIS.
 FE2197'IN MEMPHIS, NEAR THE SOUTHEAST PART OF MEMPHIS CITY LIMITS, AND AT THE
 FE2197'SOUTH EDGE OF AUDUBON PARK AT THE JUNCTION OF PARK AVENUE AND CHERRY
 FE2197'ROAD, AT THE SOUTHEAST CORNER OF A PUBLIC GOLF COURSE, 6.4 METERS
 FE2197'(21.0 FT) NORTH OF THE NORTH CURB OF THE AVENUE, 29.1 METERS (95.6 FT)
 FE2197'WEST OF THE CENTERLINE OF CHERRY ROAD, 1.8 METERS (6.0 FT) SOUTHWEST
 FE2197'OF A 30 INCH MAPLE TREE, 27.4 METERS (89.92 FT) SOUTHWEST OF RM 1, AND
 FE2197'34.3 METERS (112.4 FT) EAST-NORTHEAST OF RM 3.
 FE2197'THE MARK IS 0.91 M ABOVE AVENUE.
 FE2197
 FE2197                          STATION RECOVERY (1995)
 FE2197
 FE2197'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2197'RECOVERED IN GOOD CONDITION.
 FE2197
 FE2197                          STATION RECOVERY (2002)
 FE2197
 FE2197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2198 ***********************************************************************
 FE2198  DESIGNATION -  AUDUBON RM 1
 FE2198  PID         -  FE2198
 FE2198  STATE/COUNTY-  TN/SHELBY
 FE2198  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2198
 FE2198                         *CURRENT SURVEY CONTROL
 FE2198  ___________________________________________________________________
 FE2198* NAD 83(1986)-  35 06 27.     (N)    089 55 08.     (W)     SCALED    
 FE2198* NAVD 88     -        96.368  (meters)     316.17   (feet)  ADJUSTED  
 FE2198  ___________________________________________________________________
 FE2198  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2198  DYNAMIC HT  -          96.280 (meters)     315.88  (feet)  COMP
 FE2198  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE2198
 FE2198  VERT ORDER  -  FIRST     CLASS II
 FE2198
 FE2198.The horizontal coordinates were scaled from a topographic map and have
 FE2198.an estimated accuracy of +/- 6 seconds.
 FE2198
 FE2198.The orthometric height was determined by differential leveling
 FE2198.and adjusted by the National Geodetic Survey in June 1991..
 FE2198
 FE2198.The geoid height was determined by GEOID03.
 FE2198
 FE2198.The dynamic height is computed by dividing the NAVD 88
 FE2198.geopotential number by the normal gravity value computed on the
 FE2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2198.degrees latitude (g = 980.6199 gals.).
 FE2198
 FE2198.The modeled gravity was interpolated from observed gravity values.
 FE2198
 FE2198;                    North         East    Units  Estimated Accuracy
 FE2198;SPC TN       -    93,050.      242,810.      MT  (+/- 180 meters Scaled)
 FE2198
 FE2198                          SUPERSEDED SURVEY CONTROL
 FE2198
 FE2198.No superseded survey control is available for this station.
 FE2198
 FE2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD339888(NAD 83)
 FE2198_MARKER: DR = REFERENCE MARK DISK
 FE2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2198_SP_SET: CONCRETE POST
 FE2198_STAMPING: AUDUBON NO 1 1957
 FE2198_MARK LOGO: CGS   
 FE2198_PROJECTION: FLUSH
 FE2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2198+STABILITY: SURFACE MOTION
 FE2198
 FE2198  HISTORY     - Date     Condition        Report By
 FE2198  HISTORY     - 1957     MONUMENTED       CGS
 FE2198  HISTORY     - 1983     GOOD             NGS
 FE2198  HISTORY     - 19951010 MARK NOT FOUND   TN1620
 FE2198
 FE2198                          STATION DESCRIPTION
 FE2198
 FE2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2198'IN MEMPHIS.
 FE2198'IN MEMPHIS NEAR THE SOUTHEAST PART OF MEMPHIS CITY LIMITS, AND AT THE
 FE2198'SOUTH EDGE OF AUDUBON PARK AT THE JUNCTION OF PARK AVENUE AND CHERRY
 FE2198'ROAD, AT THE SOUTHEAST CORNER OF A PUBLIC GOLF COURSE, 7.1 METERS
 FE2198'(23.3 FT) WEST OF THE CENTERLINE OF CHERRY ROAD, 22.3 METERS (73.0 FT)
 FE2198'NORTH OF THE NORTH CURB OF THE AVENUE, 1.8 METERS (6.0 FT) WEST OF A
 FE2198'VERTICAL CRESOTE PILING, AND 27.4 METERS (89.92 FT) NORTHEAST OF
 FE2198'TRIANGULATION STATION AUDUBON.
 FE2198'THE MARK IS ABOVE LEVEL WITH ROAD.
 FE2198
 FE2198                          STATION RECOVERY (1995)
 FE2198
 FE2198'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2199 ***********************************************************************
 FE2199  DESIGNATION -  AUDUBON RM 3
 FE2199  PID         -  FE2199
 FE2199  STATE/COUNTY-  TN/SHELBY
 FE2199  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2199
 FE2199                         *CURRENT SURVEY CONTROL
 FE2199  ___________________________________________________________________
 FE2199* NAD 83(1986)-  35 06 27.     (N)    089 55 08.     (W)     SCALED    
 FE2199* NAVD 88     -        96.067  (meters)     315.18   (feet)  ADJUSTED  
 FE2199  ___________________________________________________________________
 FE2199  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2199  DYNAMIC HT  -          95.979 (meters)     314.89  (feet)  COMP
 FE2199  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE2199
 FE2199  VERT ORDER  -  FIRST     CLASS II
 FE2199
 FE2199.The horizontal coordinates were scaled from a topographic map and have
 FE2199.an estimated accuracy of +/- 6 seconds.
 FE2199
 FE2199.The orthometric height was determined by differential leveling
 FE2199.and adjusted by the National Geodetic Survey in June 1991..
 FE2199
 FE2199.The geoid height was determined by GEOID03.
 FE2199
 FE2199.The dynamic height is computed by dividing the NAVD 88
 FE2199.geopotential number by the normal gravity value computed on the
 FE2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2199.degrees latitude (g = 980.6199 gals.).
 FE2199
 FE2199.The modeled gravity was interpolated from observed gravity values.
 FE2199
 FE2199;                    North         East    Units  Estimated Accuracy
 FE2199;SPC TN       -    93,050.      242,810.      MT  (+/- 180 meters Scaled)
 FE2199
 FE2199                          SUPERSEDED SURVEY CONTROL
 FE2199
 FE2199.No superseded survey control is available for this station.
 FE2199
 FE2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD339888(NAD 83)
 FE2199_MARKER: DR = REFERENCE MARK DISK
 FE2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2199_SP_SET: CONCRETE POST
 FE2199_STAMPING: AUDUBON NO 3 1957
 FE2199_MARK LOGO: CGS   
 FE2199_PROJECTION: FLUSH
 FE2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2199+STABILITY: SURFACE MOTION
 FE2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2199+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2199
 FE2199  HISTORY     - Date     Condition        Report By
 FE2199  HISTORY     - 1957     MONUMENTED       CGS
 FE2199  HISTORY     - 1983     GOOD             NGS
 FE2199  HISTORY     - 19951010 GOOD             TN1620
 FE2199  HISTORY     - 20021016 GOOD             USACE
 FE2199
 FE2199                          STATION DESCRIPTION
 FE2199
 FE2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2199'IN MEMPHIS.
 FE2199'IN MEMPHIS, NEAR THE SOUTHEAST PART OF MEMPHIS CITY LIMITS AND AT THE
 FE2199'SOUTH EDGE OF AUDUBON PARK AT THE JUNCTION OF PARK AVENUE AND CHERRY
 FE2199'ROAD, AT THE SOUTHEAST CORNER OF A PUBLIC GOLF COURSE, DISK IS SET IN
 FE2199'THE SIDEWALK AT A STREET LIGHTPOLE, 0.61 METER (2.0 FT) NORTH OF THE
 FE2199'NORTH CURB OF THE AVENUE, 34.3 METERS (112.4 FT) WEST-SOUTHWEST OF
 FE2199'TRIANGULATION STATION AUDUBON, AND 0.55 METER (1.8 FT)
 FE2199'NORTH-NORTHEAST OF A STREET LIGHT POLE.
 FE2199'THE MARK IS 0.91 M BELOW STATION AUDUBON.
 FE2199
 FE2199                          STATION RECOVERY (1995)
 FE2199
 FE2199'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2199'RECOVERED IN GOOD CONDITION.
 FE2199
 FE2199                          STATION RECOVERY (2002)
 FE2199
 FE2199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0407 ***********************************************************************
 FF0407  DESIGNATION -  AUTUMN
 FF0407  PID         -  FF0407
 FF0407  STATE/COUNTY-  TN/SHELBY
 FF0407  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0407
 FF0407                         *CURRENT SURVEY CONTROL
 FF0407  ___________________________________________________________________
 FF0407* NAD 83(1995)-  35 09 07.11333(N)    090 01 11.60385(W)     ADJUSTED  
 FF0407* NAVD 88     -        77.810  (meters)     255.28   (feet)  ADJUSTED  
 FF0407  ___________________________________________________________________
 FF0407  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF0407  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0407  DYNAMIC HT  -          77.740 (meters)     255.05  (feet)  COMP
 FF0407  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF0407
 FF0407  HORZ ORDER  -  THIRD
 FF0407  VERT ORDER  -  SECOND    CLASS 0
 FF0407
 FF0407.The horizontal coordinates were established by classical geodetic methods
 FF0407.and adjusted by the National Geodetic Survey in April 1999..
 FF0407
 FF0407.The orthometric height was determined by differential leveling
 FF0407.and adjusted by the National Geodetic Survey in June 1991..
 FF0407
 FF0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0407
 FF0407.The geoid height was determined by GEOID03.
 FF0407
 FF0407.The dynamic height is computed by dividing the NAVD 88
 FF0407.geopotential number by the normal gravity value computed on the
 FF0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0407.degrees latitude (g = 980.6199 gals.).
 FF0407
 FF0407.The modeled gravity was interpolated from observed gravity values.
 FF0407
 FF0407;                    North         East     Units Scale Factor Converg.
 FF0407;SPC TN       -    98,350.905   233,807.517   MT  1.00001875   -2 21 12.3
 FF0407;SPC TN       -   322,672.93    767,083.50   sFT  1.00001875   -2 21 12.3
 FF0407;SPC AR N     -    92,635.560   580,407.154   MT  0.99996421   +1 09 08.0
 FF0407;SPC AR N     -   303,921.83  1,904,219.14   sFT  0.99996421   +1 09 08.0
 FF0407;UTM  15      - 3,893,963.853   771,477.806   MT  1.00050840   +1 43 00.6
 FF0407;UTM  16      - 3,894,073.232   224,897.248   MT  1.00053282   -1 44 23.2
 FF0407
 FF0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0407!SPC TN       -   0.99999207  x   1.00001875  =   1.00001082
 FF0407!SPC AR N     -   0.99999207  x   0.99996421  =   0.99995628
 FF0407!UTM  15      -   0.99999207  x   1.00050840  =   1.00050047
 FF0407!UTM  16      -   0.99999207  x   1.00053282  =   1.00052489
 FF0407
 FF0407:                Primary Azimuth Mark                     Grid Az
 FF0407:SPC TN       -  SEARS                                    085 18 39.2
 FF0407:SPC AR N     -  SEARS                                    081 48 18.9
 FF0407:UTM  15      -  SEARS                                    081 14 26.3
 FF0407:UTM  16      -  SEARS                                    084 41 50.1
 FF0407
 FF0407|---------------------------------------------------------------------|
 FF0407| PID    Reference Object                     Distance      Geod. Az  |
 FF0407|                                                           dddmmss.s |
 FF0407| FF1976 SEARS                               APPROX. 0.6 KM 0825726.9 |
 FF0407| FF0501 O PARK                              246.676 METERS 19046     |
 FF0407|---------------------------------------------------------------------|
 FF0407
 FF0407                          SUPERSEDED SURVEY CONTROL
 FF0407
 FF0407  NAD 83(1995)-  35 09 07.11569(N)    090 01 11.60339(W) AD(       ) 3
 FF0407  NAD 83(1995)-  35 09 07.11894(N)    090 01 11.60328(W) AD(       ) 3
 FF0407  NAD 83(1986)-  35 09 07.12364(N)    090 01 11.60490(W) AD(       ) 3
 FF0407  NAD 27      -  35 09 06.80010(N)    090 01 11.27830(W) AD(       ) 3
 FF0407  NGVD 29 (??/??/??)   77.782  (m)          255.19   (f) ADJUSTED    2 0
 FF0407
 FF0407.Superseded values are not recommended for survey control.
 FF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0407.See file dsdata.txt to determine how the superseded data were derived.
 FF0407
 FF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7147893964(NAD 83)
 FF0407_MARKER: DB = BENCH MARK DISK
 FF0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0407_SP_SET: CURB
 FF0407_STAMPING: AUTUMN 1959
 FF0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0407
 FF0407  HISTORY     - Date     Condition        Report By
 FF0407  HISTORY     - 1959     MONUMENTED       CGS
 FF0407  HISTORY     - 1959     GOOD             CGS
 FF0407  HISTORY     - 19950711 MARK NOT FOUND   TN1620
 FF0407
 FF0407                          STATION DESCRIPTION
 FF0407
 FF0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0407'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF DOWNTOWN
 FF0407'MEMPHIS, ABOUT 200 FEET NORTH OF THE INTERSECTION OF AUTUMN
 FF0407'STREET AND N. BELLEVUE BLVD., 15 FEET EAST OF THE CENTER
 FF0407'OF N. BELLEVUE BLVD., 9 FEET NORTH OF THE CENTER OF I. C. C.
 FF0407'RAILROAD SIDING AND 9 FEET SOUTH OF A TELEPHONE POLE.  THE
 FF0407'MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE
 FF0407'IN THE EAST CURB OF N. BELLEVUE BLVD., SET FLUSH WITH THE
 FF0407'CURB AND IS STAMPED AUTUMN 1959.
 FF0407'
 FF0407'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED.
 FF0407
 FF0407                          STATION RECOVERY (1959)
 FF0407
 FF0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0407'IN MEMPHIS.
 FF0407'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF DOWNTOWN MEMPHIS,
 FF0407'ABOUT 200 FEET NORTH OF THE INTERSECTION OF AUTUMN STREET AND
 FF0407'NORTH BELLEVUE BLVD., 15 FEET EAST OF THE CENTER OF N. BELLEVUE
 FF0407'BLVD., 9 FEET NORTH OF THE CENTER OF I.C.C. RAILROAD SIDEING AND
 FF0407'9 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS SET IN A DRILL
 FF0407'HOLE IN THE EAST CURB OF NORTH BELLEVUE BLVD.  IT IS ABOUT
 FF0407'0.3 MILE SOUTH OF STATION JACKSON.
 FF0407
 FF0407                          STATION RECOVERY (1995)
 FF0407
 FF0407'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1527 ***********************************************************************
 FD1527  DESIGNATION -  AUXILIARY
 FD1527  PID         -  FD1527
 FD1527  STATE/COUNTY-  TN/HICKMAN
 FD1527  USGS QUAD   -  CENTERVILLE (1987)
 FD1527
 FD1527                         *CURRENT SURVEY CONTROL
 FD1527  ___________________________________________________________________
 FD1527* NAD 83(1995)-  35 52 20.18808(N)    087 28 23.05939(W)     ADJUSTED  
 FD1527* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 FD1527  ___________________________________________________________________
 FD1527  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FD1527  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FD1527
 FD1527  HORZ ORDER  -  THIRD
 FD1527
 FD1527.The horizontal coordinates were established by classical geodetic methods
 FD1527.and adjusted by the National Geodetic Survey in April 1999..
 FD1527
 FD1527.The orthometric height was scaled from a topographic map.
 FD1527
 FD1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1527
 FD1527.The geoid height was determined by GEOID03.
 FD1527
 FD1527;                    North         East     Units Scale Factor Converg.
 FD1527;SPC TN       -   171,745.103   466,980.409   MT  0.99994862   -0 51 44.6
 FD1527;SPC TN       -   563,467.06  1,532,084.89   sFT  0.99994862   -0 51 44.6
 FD1527;UTM  16      - 3,969,885.287   457,294.341   MT  0.99962247   -0 16 38.0
 FD1527
 FD1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1527!SPC TN       -   0.99997104  x   0.99994862  =   0.99991966
 FD1527!UTM  16      -   0.99997104  x   0.99962247  =   0.99959352
 FD1527
 FD1527:                Primary Azimuth Mark                     Grid Az
 FD1527:SPC TN       -  MT SINAI                                 023 31 02.8
 FD1527:UTM  16      -  MT SINAI                                 022 55 56.2
 FD1527
 FD1527|---------------------------------------------------------------------|
 FD1527| PID    Reference Object                     Distance      Geod. Az  |
 FD1527|                                                           dddmmss.s |
 FD1527| GC1436 MT SINAI                            APPROX.15.9 KM 0223918.2 |
 FD1527| CG5500 AUXILIARY AZ MK                                    1830439.0 |
 FD1527| CG5501 AUXILIARY RM 1                       26.094 METERS 18410     |
 FD1527| FD1528 CENTERVILLE ST FOREST LOT HR 1      APPROX. 7.1 KM 1862139.5 |
 FD1527| CG5502 AUXILIARY RM 2                       27.228 METERS 28602     |
 FD1527| FD1531 DALLAS LOUISVILLE AWY BCN 59        APPROX. 1.4 KM 2952647.9 |
 FD1527|---------------------------------------------------------------------|
 FD1527
 FD1527                          SUPERSEDED SURVEY CONTROL
 FD1527
 FD1527  NAD 83(1995)-  35 52 20.19021(N)    087 28 23.06285(W) AD(       ) 3
 FD1527  NAD 83(1986)-  35 52 20.19880(N)    087 28 23.06131(W) AD(       ) 3
 FD1527  NAD 27      -  35 52 19.96400(N)    087 28 23.00600(W) AD(       ) 3
 FD1527
 FD1527.Superseded values are not recommended for survey control.
 FD1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1527.See file dsdata.txt to determine how the superseded data were derived.
 FD1527
 FD1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5729469885(NAD 83)
 FD1527_MARKER: DS = TRIANGULATION STATION DISK
 FD1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1527
 FD1527  HISTORY     - Date     Condition        Report By
 FD1527  HISTORY     - 1953     MONUMENTED       CGS
 FD1527
 FD1527                          STATION DESCRIPTION
 FD1527
 FD1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1527'STATION IS LOCATED 14 MILES SOUTH OF DICKSON, 7 MILES NORTH OF
 FD1527'CENTERVILLE AND 1 MILE
 FD1527'NORTH OF NUNNELLY ON PROPERTY OWNED BY J A BATES.  IT IS 57
 FD1527'FEET SOUTHWEST OF THE
 FD1527'INTERSECTION OF STATE HIGHWAY 48 AND AIR PORT
 FD1527'ROAD, 37 FEET SOUTH OF THE CENTER OF AIR
 FD1527'PORT ROAD AND 6 FEET
 FD1527'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 FD1527'THE DISK IS
 FD1527'STAMPED AUXILIARY 1953.
 FD1527'
 FD1527'REFERENCE MARK NO 1 IS 36 FEET WEST OF THE CENTER OF HIGHWAY 48 AND
 FD1527'17 FEET SOUTHEAST OF A 6
 FD1527'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 FD1527'STAMPED AUXILIARY NO 1 1953.
 FD1527'
 FD1527'REFERENCE MARK NO 2 IS 140 FEET WEST OF THE CENTER OF HIGHWAY 48 AND
 FD1527'22 FEET SOUTH OF THE
 FD1527'CENTER OF AIR PORT ROAD.  THE MARK PROJECTS 4 INCHES AND
 FD1527'THE DISK IS STAMPED AUXILIARY
 FD1527'NO 2 1953.
 FD1527'
 FD1527'AZIMUTH MARK IS 48 FEET EAST OF THE CENTER OF HIGHWAY 48 AND 3 FEET
 FD1527'NORTH OF A WHITE WITNESS
 FD1527'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 FD1527'STAMPED AUXILIARY 1953.
 FD1527'
 FD1527'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1527'48, 5 MILES NORTH OF
 FD1527'CENTERVILLE, GO NORTH ON HIGHWAY 48 FOR 2.7 MILES TO
 FD1527'THE RAIL ROAD CROSSING IN
 FD1527'NUNNELLY.  CONTINUE ON HIGHWAY 48 FOR 0.75
 FD1527'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FD1527'CONTINUE FOR 0.15 MILE TO THE
 FD1527'INTERSECTION OF AIR PORT ROAD AND THE STATION ON THE LEFT
 FD1527'AS
 FD1527'DESCRIBED.
 FD1527'
 FD1527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2410 ***********************************************************************
 FE2410  DESIGNATION -  AVERY
 FE2410  PID         -  FE2410
 FE2410  STATE/COUNTY-  TN/CROCKETT
 FE2410  USGS QUAD   -  MAURY CITY (1981)
 FE2410
 FE2410                         *CURRENT SURVEY CONTROL
 FE2410  ___________________________________________________________________
 FE2410* NAD 83(1995)-  35 50 02.32951(N)    089 10 10.97333(W)     ADJUSTED  
 FE2410* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FE2410  ___________________________________________________________________
 FE2410  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2410  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE2410
 FE2410  HORZ ORDER  -  THIRD
 FE2410
 FE2410.The horizontal coordinates were established by classical geodetic methods
 FE2410.and adjusted by the National Geodetic Survey in April 1999..
 FE2410
 FE2410.The orthometric height was scaled from a topographic map.
 FE2410
 FE2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2410
 FE2410.The geoid height was determined by GEOID03.
 FE2410
 FE2410;                    North         East     Units Scale Factor Converg.
 FE2410;SPC TN       -   171,132.381   313,673.852   MT  0.99994840   -1 51 20.4
 FE2410;SPC TN       -   561,456.82  1,029,111.63   sFT  0.99994840   -1 51 20.4
 FE2410;UTM  16      - 3,967,707.679   304,024.854   MT  1.00007327   -1 16 14.3
 FE2410
 FE2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2410!SPC TN       -   0.99998604  x   0.99994840  =   0.99993444
 FE2410!UTM  16      -   0.99998604  x   1.00007327  =   1.00005931
 FE2410
 FE2410|---------------------------------------------------------------------|
 FE2410| PID    Reference Object                     Distance      Geod. Az  |
 FE2410|                                                           dddmmss.s |
 FE2410| FE2415 TT 90                                25.630 METERS 14904     |
 FE2410| CG3159 AVERY AZ MK                                        1630654.5 |
 FE2410| CG3160 AVERY RM 1                           20.362 METERS 22134     |
 FE2410|---------------------------------------------------------------------|
 FE2410
 FE2410                          SUPERSEDED SURVEY CONTROL
 FE2410
 FE2410  NAD 83(1995)-  35 50 02.33414(N)    089 10 10.97568(W) AD(       ) 3
 FE2410  NAD 83(1986)-  35 50 02.34064(N)    089 10 10.97368(W) AD(       ) 3
 FE2410  NAD 27      -  35 50 02.07470(N)    089 10 10.72600(W) AD(       ) 3
 FE2410
 FE2410.Superseded values are not recommended for survey control.
 FE2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2410.See file dsdata.txt to determine how the superseded data were derived.
 FE2410
 FE2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0402567708(NAD 83)
 FE2410_MARKER: DS = TRIANGULATION STATION DISK
 FE2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2410
 FE2410  HISTORY     - Date     Condition        Report By
 FE2410  HISTORY     - 1959     MONUMENTED       CGS
 FE2410
 FE2410                          STATION DESCRIPTION
 FE2410
 FE2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2410'THE STATION IS ABOUT 4 MILES NORTHWEST OF ALAMO, ABOUT 2 MILES SOUTH
 FE2410'OF CROCKETT MILLS, AND ABOUT 2.5 MILES NORTHEAST OF MAURY CITY IN THE
 FE2410'HIGHWAY RIGHT-OF-WAY. IT IS 11 FEET SOUTH OF A WHITE WITNESS POST, 11
 FE2410'FEET SOUTH OF A WIRE FENCE, 35 FEET EAST OF THE CENTERLINE OF THE
 FE2410'ROAD, AND 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE. THE
 FE2410'MONUMENT IS FLUSH AND THE DISK IS STAMPED AVERY 1959.
 FE2410'
 FE2410'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND STATE HIGHWAY 88
 FE2410'IN MAURY CITY GO SOUTH AND EAST ON HIGHWAY 20 FOR 2.65 MILES TO
 FE2410'JUNCTION OF STATE HIGHWAY 54 ON THE RIGHT. CONTINUE AHEAD ON HIGHWAY
 FE2410'20 FOR 0.05 MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO
 FE2410'NORTH FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH
 FE2410'FOR 0.75 MILE TO STATION ON THE RIGHT.
 FE2410'
 FE2410'REFERENCE MARK 1 IS 22 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 6
 FE2410'INCHES EAST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2410'STAMPED AVERY NO 1 1959.
 FE2410'
 FE2410'TT 90 (TVA) IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A 6 BY 6 INCH
 FE2410'CONCRETE POST WHICH PROJECTS 7 INCHES. THE DISK IS STAMPED TT 90 TVA
 FE2410'1947. IT IS 31 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 37 FEET
 FE2410'NORTH OF A FENCE CORNER, AND 54 FEET EAST OF THE CENTERLINE OF THE
 FE2410'ROAD.
 FE2410'
 FE2410'THE AZIMUTH MARK IS ON A BANK ABOUT 7 FEET ABOVE THE ROAD AND IS ON
 FE2410'THE PROPERTY OF MR. HENRY COOK. IT IS 1 FOOT WEST OF A WIRE FENCE, 3
 FE2410'FEET NORTHWEST OF A WHITE WITNESS POST, AND 33 FEET EAST OF THE
 FE2410'CENTERLINE OF THE ROAD. THE MONUMENT PROJECTS 1 INCH AND THE DISK
 FE2410'IS STAMPED AVERY 1959.
 FE2410'
 FE2410'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0755 ***********************************************************************
 FC0755  DESIGNATION -  B
 FC0755  PID         -  FC0755
 FC0755  STATE/COUNTY-  TN/MEIGS
 FC0755  USGS QUAD   -  DECATUR (1973)
 FC0755
 FC0755                         *CURRENT SURVEY CONTROL
 FC0755  ___________________________________________________________________
 FC0755* NAD 83(1986)-  35 37 27.     (N)    084 46 29.     (W)     SCALED    
 FC0755* NAVD 88     -       233.064  (meters)     764.64   (feet)  ADJUSTED  
 FC0755  ___________________________________________________________________
 FC0755  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0755  DYNAMIC HT  -         232.842 (meters)     763.92  (feet)  COMP
 FC0755  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 FC0755
 FC0755  VERT ORDER  -  FIRST     CLASS II
 FC0755
 FC0755.The horizontal coordinates were scaled from a topographic map and have
 FC0755.an estimated accuracy of +/- 6 seconds.
 FC0755
 FC0755.The orthometric height was determined by differential leveling
 FC0755.and adjusted by the National Geodetic Survey in June 1991..
 FC0755
 FC0755.The geoid height was determined by GEOID03.
 FC0755
 FC0755.The dynamic height is computed by dividing the NAVD 88
 FC0755.geopotential number by the normal gravity value computed on the
 FC0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0755.degrees latitude (g = 980.6199 gals.).
 FC0755
 FC0755.The modeled gravity was interpolated from observed gravity values.
 FC0755
 FC0755;                    North         East    Units  Estimated Accuracy
 FC0755;SPC TN       -   143,910.      710,990.      MT  (+/- 180 meters Scaled)
 FC0755
 FC0755                          SUPERSEDED SURVEY CONTROL
 FC0755
 FC0755  NGVD 29 (??/??/92)  233.145  (m)          764.91   (f) ADJ UNCH    1 2
 FC0755
 FC0755.Superseded values are not recommended for survey control.
 FC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0755.See file dsdata.txt to determine how the superseded data were derived.
 FC0755
 FC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE015445(NAD 83)
 FC0755_MARKER: DD = SURVEY DISK
 FC0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0755_STAMPING: B
 FC0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0755+STABILITY: SURFACE MOTION
 FC0755
 FC0755  HISTORY     - Date     Condition        Report By
 FC0755  HISTORY     - UNK      MONUMENTED       TVA
 FC0755  HISTORY     - 1950     GOOD             NGS
 FC0755
 FC0755                          STATION DESCRIPTION
 FC0755
 FC0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0755'1.2 MI W FROM PEAKLAND.
 FC0755'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0755'PEAKLAND, THENCE ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD
 FC0755'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.3 MILE NORTHEAST
 FC0755'OF THE EAST END OF THE DAM, ABOUT 0.15 MILE EAST OF A PARKING
 FC0755'AREA, 55 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET WEST
 FC0755'OF A 4-INCH IRON PIPE PROJECTING ABOUT 14-INCHES ABOVE THE
 FC0755'GROUND, 45 FEET SOUTHWEST OF A TELEPHONE POLE, 308 FEET SOUTHWEST
 FC0755'OF BM A(TVA), 2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST,
 FC0755'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FC0755'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1752 ***********************************************************************
 FB1752  DESIGNATION -  B 1
 FB1752  PID         -  FB1752
 FB1752  STATE/COUNTY-  TN/KNOX
 FB1752  USGS QUAD   -  KNOXVILLE (1978)
 FB1752
 FB1752                         *CURRENT SURVEY CONTROL
 FB1752  ___________________________________________________________________
 FB1752* NAD 83(1986)-  35 55 59.     (N)    083 54 51.     (W)     SCALED    
 FB1752* NAVD 88     -       258.077  (meters)     846.71   (feet)  ADJUSTED  
 FB1752  ___________________________________________________________________
 FB1752  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1752  DYNAMIC HT  -         257.839 (meters)     845.93  (feet)  COMP
 FB1752  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FB1752
 FB1752  VERT ORDER  -  FIRST     CLASS II
 FB1752
 FB1752.The horizontal coordinates were scaled from a topographic map and have
 FB1752.an estimated accuracy of +/- 6 seconds.
 FB1752
 FB1752.The orthometric height was determined by differential leveling
 FB1752.and adjusted by the National Geodetic Survey in June 1991..
 FB1752
 FB1752.The geoid height was determined by GEOID03.
 FB1752
 FB1752.The dynamic height is computed by dividing the NAVD 88
 FB1752.geopotential number by the normal gravity value computed on the
 FB1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1752.degrees latitude (g = 980.6199 gals.).
 FB1752
 FB1752.The modeled gravity was interpolated from observed gravity values.
 FB1752
 FB1752;                    North         East    Units  Estimated Accuracy
 FB1752;SPC TN       -   179,490.      788,200.      MT  (+/- 180 meters Scaled)
 FB1752
 FB1752                          SUPERSEDED SURVEY CONTROL
 FB1752
 FB1752  NGVD 29 (12/12/91)  258.213  (m)          847.15   (f) ADJUSTED    1 2
 FB1752
 FB1752.Superseded values are not recommended for survey control.
 FB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1752.See file dsdata.txt to determine how the superseded data were derived.
 FB1752
 FB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV370804(NAD 83)
 FB1752_MARKER: DD = SURVEY DISK
 FB1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1752_STAMPING: B 1 1928
 FB1752_MARK LOGO: USGS  
 FB1752_PROJECTION: FLUSH
 FB1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1752+STABILITY: SURFACE MOTION
 FB1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1752+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1752
 FB1752  HISTORY     - Date     Condition        Report By
 FB1752  HISTORY     - 1928     MONUMENTED       USGS
 FB1752  HISTORY     - 1950     MARK NOT FOUND   NGS
 FB1752  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 FB1752  HISTORY     - 1983     GOOD             NGS
 FB1752  HISTORY     - 20010322 GOOD             USPSQD
 FB1752  HISTORY     - 20060112 GOOD             USPSQD
 FB1752
 FB1752                          STATION DESCRIPTION
 FB1752
 FB1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1752'AT VESTAL.
 FB1752'AT VESTAL, KNOX COUNTY, ON THE GROUNDS OF THE METHODIST CHURCH, 50
 FB1752'FEET SOUTH OF THE SOUTH SIDE OF THE CHURCH, AND 1 FOOT EAST OF
 FB1752'THE EAST EDGE OF THE CONCRETE WALK TO THE MAIN ENTRANCE.  A
 FB1752'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 1 1928
 FB1752'AND SET IN THE TOP OF A CONCRETE POST.
 FB1752
 FB1752                          STATION RECOVERY (1978)
 FB1752
 FB1752'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FB1752'MARK NOT FOUND.
 FB1752
 FB1752                          STATION RECOVERY (1983)
 FB1752
 FB1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1752'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN VESTAL, ON
 FB1752'THE GROUNDS OF THE VESTAL METHODIST CHURCH, AT 115 OGLE AVENUE
 FB1752'SOUTHWEST, 12.50 METERS (41.0 FT) NORTH OF THE CENTERLINE OF OGLE
 FB1752'AVENUE, 60.96 METERS (200.0 FT) WEST OF THE INTERSECTION OF MARTIN
 FB1752'MILL PIKE AND OGLE AVENUE, 11.73 METERS (38.5 FT) SOUTH OF THE BASE OF
 FB1752'THE STEPS TO THE MAIN ENTRANCE TO VESTAL METHODIST CHURCH, 0.30 METER
 FB1752'(1.0 FT) EAST OF THE EAST EDGE OF THE CONCRETE WALK TO THE AAIN
 FB1752'ENTRANCE.  NOTE--THIS MARK WAS NOT LOCATED IN JULY 1950.
 FB1752'THE MARK IS 0.60 M ABOVE OGLE AVENUE.
 FB1752
 FB1752                          STATION RECOVERY (2001)
 FB1752
 FB1752'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1752'STATION FOUND IN GOOD CONDITION.  USED METAL DEDECTOR TO LOCATE
 FB1752'STATION.  STATION IS 5 INCHES UNDER GRASS LOCATED AS DESCRIBED ABOVE.
 FB1752
 FB1752                          STATION RECOVERY (2006)
 FB1752
 FB1752'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2070 ***********************************************************************
 FB2070  DESIGNATION -  B 1
 FB2070  PID         -  FB2070
 FB2070  STATE/COUNTY-  TN/KNOX
 FB2070  USGS QUAD   -  KNOXVILLE (1978)
 FB2070
 FB2070                         *CURRENT SURVEY CONTROL
 FB2070  ___________________________________________________________________
 FB2070* NAD 83(1986)-  35 56 01.     (N)    083 54 49.     (W)     SCALED    
 FB2070* NAVD 88     -       258.08   (+/-2cm)     846.7    (feet)  VERTCON   
 FB2070  ___________________________________________________________________
 FB2070  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2070
 FB2070  VERT ORDER  -  ? (See Below)
 FB2070
 FB2070.The horizontal coordinates were scaled from a topographic map and have
 FB2070.an estimated accuracy of +/- 6 seconds.
 FB2070
 FB2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2070.The vertical order pertains to the NGVD 29 superseded value.
 FB2070
 FB2070.The geoid height was determined by GEOID03.
 FB2070
 FB2070;                    North         East    Units  Estimated Accuracy
 FB2070;SPC TN       -   179,560.      788,250.      MT  (+/- 180 meters Scaled)
 FB2070
 FB2070                          SUPERSEDED SURVEY CONTROL
 FB2070
 FB2070  NGVD 29 (??/??/92)  258.211  (m)          847.15   (f) ADJ UNCH    ?  
 FB2070
 FB2070.Superseded values are not recommended for survey control.
 FB2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2070.See file dsdata.txt to determine how the superseded data were derived.
 FB2070
 FB2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV371805(NAD 83)
 FB2070_MARKER: DD = SURVEY DISK
 FB2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2070_STAMPING: B 1 1928
 FB2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2070+STABILITY: SURFACE MOTION
 FB2070
 FB2070  HISTORY     - Date     Condition        Report By
 FB2070  HISTORY     - 1928     MONUMENTED       USGS
 FB2070  HISTORY     - 1936     GOOD             USGS
 FB2070
 FB2070                          STATION DESCRIPTION
 FB2070
 FB2070'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2070'AT VESTAL.
 FB2070'AT VESTAL, KNOX COUNTY, AT THE METHODIST CHURCH, 50 FEET SOUTH
 FB2070'OF THE SOUTH SIDE OF THE BUILDING, IN THE CHURCHYARD, AND 1 FOOT
 FB2070'EAST OF THE EAST EDGE OF THE CONCRETE WALK LEADING TO THE MAIN
 FB2070'ENTRANCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB2070'STAMPED B 1 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0592 ***********************************************************************
 FC0592  DESIGNATION -  B 1
 FC0592  PID         -  FC0592
 FC0592  STATE/COUNTY-  TN/BRADLEY
 FC0592  USGS QUAD   -  CHARLESTON (1980)
 FC0592
 FC0592                         *CURRENT SURVEY CONTROL
 FC0592  ___________________________________________________________________
 FC0592* NAD 83(1986)-  35 16 57.     (N)    084 48 30.     (W)     SCALED    
 FC0592* NAVD 88     -       223.076  (meters)     731.88   (feet)  ADJUSTED  
 FC0592  ___________________________________________________________________
 FC0592  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0592  DYNAMIC HT  -         222.858 (meters)     731.16  (feet)  COMP
 FC0592  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FC0592
 FC0592  VERT ORDER  -  SECOND    CLASS 0
 FC0592
 FC0592.The horizontal coordinates were scaled from a topographic map and have
 FC0592.an estimated accuracy of +/- 6 seconds.
 FC0592
 FC0592.The orthometric height was determined by differential leveling
 FC0592.and adjusted by the National Geodetic Survey in June 1991..
 FC0592
 FC0592.The geoid height was determined by GEOID03.
 FC0592
 FC0592.The dynamic height is computed by dividing the NAVD 88
 FC0592.geopotential number by the normal gravity value computed on the
 FC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0592.degrees latitude (g = 980.6199 gals.).
 FC0592
 FC0592.The modeled gravity was interpolated from observed gravity values.
 FC0592
 FC0592;                    North         East    Units  Estimated Accuracy
 FC0592;SPC TN       -   105,970.      708,410.      MT  (+/- 180 meters Scaled)
 FC0592
 FC0592                          SUPERSEDED SURVEY CONTROL
 FC0592
 FC0592  NGVD 29 (??/??/92)  223.120  (m)          732.02   (f) ADJ UNCH    2 0
 FC0592
 FC0592.Superseded values are not recommended for survey control.
 FC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0592.See file dsdata.txt to determine how the superseded data were derived.
 FC0592
 FC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE993065(NAD 83)
 FC0592_MARKER: DD = SURVEY DISK
 FC0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0592_STAMPING: B 1 TT 1935
 FC0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0592+STABILITY: SURFACE MOTION
 FC0592
 FC0592  HISTORY     - Date     Condition        Report By
 FC0592  HISTORY     - 1935     MONUMENTED       USGS
 FC0592  HISTORY     - 1961     GOOD             NGS
 FC0592
 FC0592                          STATION DESCRIPTION
 FC0592
 FC0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0592'3.2 MI W FROM CHARLESTON.
 FC0592'FROM THE CHARLESTON GRADE SCHOOL ON U.S. HIGHWAY 11 GO WEST ON
 FC0592'AN OILED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT, CONTINUE
 FC0592'AHEAD FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.9
 FC0592'MILES TO A POINT WHERE THE OILED ROAD TURNS SHARP LEFT, A
 FC0592'GRAVELED ROAD GOES STRAIGHT AHEAD AND THE MARK ON THE RIGHT.
 FC0592'53 FEET NORTHWEST OF THE CENTER OF THE OILED ROAD, 30 FEET WEST
 FC0592'OF A BUSHOUSE FOR SCHOOL CHILDREN, 18 FEET NORTH OF THE CENTER
 FC0592'OF THE GRAVELED ROAD, 1.7 FEET EAST OF A WITNESS SIGN, AND AT THE
 FC0592'SOUTH EDGE OF THE WOODS.  A USGS DISK SET IN THE TOP OF A
 FC0592'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 0.6 FEET ABOVE THE
 FC0592'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0882 ***********************************************************************
 GA0882  DESIGNATION -  B 100
 GA0882  PID         -  GA0882
 GA0882  STATE/COUNTY-  TN/GREENE
 GA0882  USGS QUAD   -  BAILEYTON (1971)
 GA0882
 GA0882                         *CURRENT SURVEY CONTROL
 GA0882  ___________________________________________________________________
 GA0882* NAD 83(1986)-  36 15 26.     (N)    082 49 06.     (W)     SCALED    
 GA0882* NAVD 88     -       403.171  (meters)    1322.74   (feet)  ADJUSTED  
 GA0882  ___________________________________________________________________
 GA0882  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0882  DYNAMIC HT  -         402.795 (meters)    1321.50  (feet)  COMP
 GA0882  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0882
 GA0882  VERT ORDER  -  SECOND    CLASS 0
 GA0882
 GA0882.The horizontal coordinates were scaled from a topographic map and have
 GA0882.an estimated accuracy of +/- 6 seconds.
 GA0882
 GA0882.The orthometric height was determined by differential leveling
 GA0882.and adjusted by the National Geodetic Survey in June 1991..
 GA0882
 GA0882.The geoid height was determined by GEOID03.
 GA0882
 GA0882.The dynamic height is computed by dividing the NAVD 88
 GA0882.geopotential number by the normal gravity value computed on the
 GA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0882.degrees latitude (g = 980.6199 gals.).
 GA0882
 GA0882.The modeled gravity was interpolated from observed gravity values.
 GA0882
 GA0882;                    North         East    Units  Estimated Accuracy
 GA0882;SPC TN       -   218,100.      885,880.      MT  (+/- 180 meters Scaled)
 GA0882
 GA0882                          SUPERSEDED SURVEY CONTROL
 GA0882
 GA0882  NGVD 29 (??/??/92)  403.310  (m)         1323.19   (f) ADJ UNCH    2 0
 GA0882
 GA0882.Superseded values are not recommended for survey control.
 GA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0882.See file dsdata.txt to determine how the superseded data were derived.
 GA0882
 GA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA366140(NAD 83)
 GA0882_MARKER: DB = BENCH MARK DISK
 GA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0882_STAMPING: B 100 1935
 GA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0882+STABILITY: SURFACE MOTION
 GA0882
 GA0882  HISTORY     - Date     Condition        Report By
 GA0882  HISTORY     - 1935     MONUMENTED       CGS
 GA0882  HISTORY     - 1955     GOOD             TVA
 GA0882
 GA0882                          STATION DESCRIPTION
 GA0882
 GA0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0882'3.8 MI SW FROM LOCUST SPRING.
 GA0882'3.8 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF
 GA0882'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT MT.
 GA0882'PLEASANT, AT A CEMETERY, 67 FEET EAST OF THE CENTERLINE OF THE
 GA0882'ROAD, 30 FEET EAST OF THE REV. W.A. BROWN TOMBSTONE, 21 FEET
 GA0882'NORTH OF THE GEORGE E. ROSS TOMBSTONE, 4 FEET NORTHWEST OF A
 GA0882'SOUTHEAST FENCE CORNER, 2 FEET HIGHER THAN THE ROAD, AND 6 FEET
 GA0882'SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED B 100
 GA0882'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0882
 GA0882                          STATION RECOVERY (1955)
 GA0882
 GA0882'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0256 ***********************************************************************
 GA0256  DESIGNATION -  B 102
 GA0256  PID         -  GA0256
 GA0256  STATE/COUNTY-  TN/SULLIVAN
 GA0256  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0256
 GA0256                         *CURRENT SURVEY CONTROL
 GA0256  ___________________________________________________________________
 GA0256* NAD 83(1986)-  36 35 05.     (N)    082 27 10.     (W)     SCALED    
 GA0256* NAVD 88     -       440.198  (meters)    1444.22   (feet)  POSTED    
 GA0256  ___________________________________________________________________
 GA0256  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0256  DYNAMIC HT  -         439.790 (meters)    1442.88  (feet)  COMP
 GA0256  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 GA0256
 GA0256  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0256
 GA0256.The horizontal coordinates were scaled from a topographic map and have
 GA0256.an estimated accuracy of +/- 6 seconds.
 GA0256
 GA0256.The orthometric height was determined by differential leveling
 GA0256.and adjusted by the National Geodetic Survey in 1992..
 GA0256.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0256.rate of 4.1 thru 8.0 mm/km.
 GA0256
 GA0256.The geoid height was determined by GEOID03.
 GA0256
 GA0256.The dynamic height is computed by dividing the NAVD 88
 GA0256.geopotential number by the normal gravity value computed on the
 GA0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0256.degrees latitude (g = 980.6199 gals.).
 GA0256
 GA0256.The modeled gravity was interpolated from observed gravity values.
 GA0256
 GA0256;                    North         East    Units  Estimated Accuracy
 GA0256;SPC TN       -   255,550.      917,390.      MT  (+/- 180 meters Scaled)
 GA0256
 GA0256                          SUPERSEDED SURVEY CONTROL
 GA0256
 GA0256  NGVD 29 (??/??/92)  440.330  (m)         1444.65   (f) ADJ UNCH    2 0
 GA0256
 GA0256.Superseded values are not recommended for survey control.
 GA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0256.See file dsdata.txt to determine how the superseded data were derived.
 GA0256
 GA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA700497(NAD 83)
 GA0256_MARKER: DB = BENCH MARK DISK
 GA0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0256_STAMPING: B 102 1935
 GA0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0256+STABILITY: SURFACE MOTION
 GA0256
 GA0256  HISTORY     - Date     Condition        Report By
 GA0256  HISTORY     - 1935     MONUMENTED       CGS
 GA0256  HISTORY     - 1959     GOOD             TVA
 GA0256
 GA0256                          STATION DESCRIPTION
 GA0256
 GA0256'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0256'4.2 MI W FROM SILVICOLA.
 GA0256'4.2 MILES WEST ALONG THE MILL POINT-BLOOMINGDALE ROAD FROM THE
 GA0256'POST OFFICE AT SILVICOLA, SULLIVAN COUNTY, AT A SCHOOLHOUSE, 28 YARDS
 GA0256'SOUTHEAST OF THE CONCRETE STEPS OF THE SCHOOL, 22 YARDS EAST
 GA0256'OF THE EAST FACE OF A FRAME HOUSE, 19.6 FEET SOUTH OF THE
 GA0256'CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A 10-INCH MAPLE
 GA0256'TREE, 2.2 FEET NORTH OF A FENCE LINE, AND LEVEL WITH THE ROAD,
 GA0256'2 FEET SOUTH OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0256'B 102 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 GA0256'MARK CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W
 GA0256'AND 58 AT THE WEST END OF STATE STREET IN BRISTOL BY GOING 11.0
 GA0256'MILES WEST ALONG U.S. HIGHWAY 11 W (NEW) THENCE 3.9 MILES
 GA0256'NORTH ALONG COUNTY BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1246 ***********************************************************************
 FZ1246  DESIGNATION -  B 103
 FZ1246  PID         -  FZ1246
 FZ1246  STATE/COUNTY-  TN/JOHNSON
 FZ1246  USGS QUAD   -  DOE (1969)
 FZ1246
 FZ1246                         *CURRENT SURVEY CONTROL
 FZ1246  ___________________________________________________________________
 FZ1246* NAD 83(1986)-  36 29 52.     (N)    081 53 09.     (W)     SCALED    
 FZ1246* NAVD 88     -      1176.852  (meters)    3861.06   (feet)  ADJUSTED  
 FZ1246  ___________________________________________________________________
 FZ1246  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1246  DYNAMIC HT  -        1175.710 (meters)    3857.31  (feet)  COMP
 FZ1246  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FZ1246
 FZ1246  VERT ORDER  -  SECOND    CLASS 0
 FZ1246
 FZ1246.The horizontal coordinates were scaled from a topographic map and have
 FZ1246.an estimated accuracy of +/- 6 seconds.
 FZ1246
 FZ1246.The orthometric height was determined by differential leveling
 FZ1246.and adjusted by the National Geodetic Survey in June 1991..
 FZ1246
 FZ1246.The geoid height was determined by GEOID03.
 FZ1246
 FZ1246.The dynamic height is computed by dividing the NAVD 88
 FZ1246.geopotential number by the normal gravity value computed on the
 FZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1246.degrees latitude (g = 980.6199 gals.).
 FZ1246
 FZ1246.The modeled gravity was interpolated from observed gravity values.
 FZ1246
 FZ1246;                    North         East    Units  Estimated Accuracy
 FZ1246;SPC TN       -   247,900.      968,500.      MT  (+/- 180 meters Scaled)
 FZ1246
 FZ1246                          SUPERSEDED SURVEY CONTROL
 FZ1246
 FZ1246  NGVD 29 (??/??/92) 1176.948  (m)         3861.37   (f) ADJ UNCH    2 0
 FZ1246
 FZ1246.Superseded values are not recommended for survey control.
 FZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1246.See file dsdata.txt to determine how the superseded data were derived.
 FZ1246
 FZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA206395(NAD 83)
 FZ1246_MARKER: DB = BENCH MARK DISK
 FZ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1246_STAMPING: B 103 1935
 FZ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1246+STABILITY: SURFACE MOTION
 FZ1246
 FZ1246  HISTORY     - Date     Condition        Report By
 FZ1246  HISTORY     - 1935     MONUMENTED       CGS
 FZ1246
 FZ1246                          STATION DESCRIPTION
 FZ1246
 FZ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1246'4 MI SE FROM SHADY VALLEY.
 FZ1246'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1246'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 100 YARDS
 FZ1246'NORTHEAST OF THE TOP OF A MOUNTAIN, 20 FEET NORTHWEST OF A
 FZ1246'24-INCH GALVANIZED-IRON PIPE CULVERT, AT A SMALL CLEARING, 23.4
 FZ1246'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FZ1246'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 103 1935
 FZ1246'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0438 ***********************************************************************
 GA0438  DESIGNATION -  B 104
 GA0438  PID         -  GA0438
 GA0438  STATE/COUNTY-  TN/CARTER
 GA0438  USGS QUAD   -  WATAUGA DAM (1960)
 GA0438
 GA0438                         *CURRENT SURVEY CONTROL
 GA0438  ___________________________________________________________________
 GA0438* NAD 83(1986)-  36 19 49.     (N)    082 01 20.     (W)     SCALED    
 GA0438* NAVD 88     -       553.269  (meters)    1815.18   (feet)  ADJUSTED  
 GA0438  ___________________________________________________________________
 GA0438  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0438  DYNAMIC HT  -         552.708 (meters)    1813.34  (feet)  COMP
 GA0438  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 GA0438
 GA0438  VERT ORDER  -  SECOND    CLASS 0
 GA0438
 GA0438.The horizontal coordinates were scaled from a topographic map and have
 GA0438.an estimated accuracy of +/- 6 seconds.
 GA0438
 GA0438.The orthometric height was determined by differential leveling
 GA0438.and adjusted by the National Geodetic Survey in June 1991..
 GA0438
 GA0438.The geoid height was determined by GEOID03.
 GA0438
 GA0438.The dynamic height is computed by dividing the NAVD 88
 GA0438.geopotential number by the normal gravity value computed on the
 GA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0438.degrees latitude (g = 980.6199 gals.).
 GA0438
 GA0438.The modeled gravity was interpolated from observed gravity values.
 GA0438
 GA0438;                    North         East    Units  Estimated Accuracy
 GA0438;SPC TN       -   228,820.      957,050.      MT  (+/- 180 meters Scaled)
 GA0438
 GA0438                          SUPERSEDED SURVEY CONTROL
 GA0438
 GA0438  NGVD 29 (??/??/92)  553.369  (m)         1815.51   (f) ADJ UNCH    2 0
 GA0438
 GA0438.Superseded values are not recommended for survey control.
 GA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0438.See file dsdata.txt to determine how the superseded data were derived.
 GA0438
 GA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA082210(NAD 83)
 GA0438_MARKER: DB = BENCH MARK DISK
 GA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0438_STAMPING: B 104 1935
 GA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0438+STABILITY: SURFACE MOTION
 GA0438
 GA0438  HISTORY     - Date     Condition        Report By
 GA0438  HISTORY     - 1935     MONUMENTED       CGS
 GA0438
 GA0438                          STATION DESCRIPTION
 GA0438
 GA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0438'1.2 MI SW FROM BUTLER.
 GA0438'IN CARTER COUNTY, 1.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GA0438'FROM THE STATION AT BUTLER, JOHNSON COUNTY, 0.3 MILE SOUTHWEST
 GA0438'OF THE BRIDGE OVER WATAUGA RIVER, 72 FEET SOUTHWEST OF BRIDGE
 GA0438'POST 109.1 T, AT THE HARRIS MC CAIN SIGNBOARD, 19 FEET SOUTHEAST
 GA0438'OF THE SOUTHEAST RAIL, AND 1 FOOT HIGHER THAN THE TRACK.  A
 GA0438'STANDARD DISK, STAMPED B 104 1935 AND SET IN THE TOP OF A
 GA0438'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0823 ***********************************************************************
 GA0823  DESIGNATION -  B 106
 GA0823  PID         -  GA0823
 GA0823  STATE/COUNTY-  TN/GREENE
 GA0823  USGS QUAD   -  BAILEYTON (1971)
 GA0823
 GA0823                         *CURRENT SURVEY CONTROL
 GA0823  ___________________________________________________________________
 GA0823* NAD 83(1986)-  36 15 00.     (N)    082 46 01.     (W)     SCALED    
 GA0823* NAVD 88     -       489.738  (meters)    1606.75   (feet)  ADJUSTED  
 GA0823  ___________________________________________________________________
 GA0823  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0823  DYNAMIC HT  -         489.278 (meters)    1605.24  (feet)  COMP
 GA0823  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 GA0823
 GA0823  VERT ORDER  -  SECOND    CLASS 0
 GA0823
 GA0823.The horizontal coordinates were scaled from a topographic map and have
 GA0823.an estimated accuracy of +/- 6 seconds.
 GA0823
 GA0823.The orthometric height was determined by differential leveling
 GA0823.and adjusted by the National Geodetic Survey in June 1991..
 GA0823
 GA0823.The geoid height was determined by GEOID03.
 GA0823
 GA0823.The dynamic height is computed by dividing the NAVD 88
 GA0823.geopotential number by the normal gravity value computed on the
 GA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0823.degrees latitude (g = 980.6199 gals.).
 GA0823
 GA0823.The modeled gravity was interpolated from observed gravity values.
 GA0823
 GA0823;                    North         East    Units  Estimated Accuracy
 GA0823;SPC TN       -   217,450.      890,520.      MT  (+/- 180 meters Scaled)
 GA0823
 GA0823                          SUPERSEDED SURVEY CONTROL
 GA0823
 GA0823  NGVD 29 (??/??/92)  489.872  (m)         1607.19   (f) ADJ UNCH    2 0
 GA0823
 GA0823.Superseded values are not recommended for survey control.
 GA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0823.See file dsdata.txt to determine how the superseded data were derived.
 GA0823
 GA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA412131(NAD 83)
 GA0823_MARKER: DB = BENCH MARK DISK
 GA0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0823_STAMPING: B 106 1935
 GA0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0823+STABILITY: SURFACE MOTION
 GA0823
 GA0823  HISTORY     - Date     Condition        Report By
 GA0823  HISTORY     - 1935     MONUMENTED       CGS
 GA0823
 GA0823                          STATION DESCRIPTION
 GA0823
 GA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0823'7.4 MI NE FROM GREENEVILLE.
 GA0823'7.4 MILES NE ALONG STATE HIGHWAY 93 FROM THE SOUTHERN RAILWAY
 GA0823'STATION AT GREENEVILLE, GREENE COUNTY, AT THE C. BROWN RESIDENCE,
 GA0823'55 YARDS NE OF THE ENTRANCE, 13 YARDS SE OF THE CENTERLINE OF
 GA0823'THE HIGHWAY, 4 FEET SW OF A GARAGE, 4 FEET NW OF A FENCELINE,
 GA0823'AND 2 FEET HIGHER THAN THE HIGHWAY.  LOCATED IN PASTURE AND
 GA0823'IN OLD ABANDONED RAOD 115.5 FEET NORTH NORTHEAST OF NORTH
 GA0823'CORNER OF A 1 STORY WHITE HOUSE ON TOP OF A HILL.  73.7 FEET NORTH
 GA0823'NORTHWEST OF NORTHWEST CORNER OF NEW SMOKE HOUSE, 57 FEET
 GA0823'NORTHEAST OF NAIL AND BOTTLE CAP IN POWER POLE, 31 FEET SOUTHWEST
 GA0823'OF NAIL AND BOTTLE CAP IN FENCE POST IN WEST CORNER OF GARDEN AND
 GA0823'1.2 FEET SOUTH SOUTHEAST OF A STEEL WITNESS POST.  A STANDARD
 GA0823'DISK, STAMPED B 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0863 ***********************************************************************
 GA0863  DESIGNATION -  B 107
 GA0863  PID         -  GA0863
 GA0863  STATE/COUNTY-  TN/GREENE
 GA0863  USGS QUAD   -  MC CLOUD (1961)
 GA0863
 GA0863                         *CURRENT SURVEY CONTROL
 GA0863  ___________________________________________________________________
 GA0863* NAD 83(1986)-  36 17 40.     (N)    082 53 47.     (W)     SCALED    
 GA0863* NAVD 88     -       359.911  (meters)    1180.81   (feet)  ADJUSTED  
 GA0863  ___________________________________________________________________
 GA0863  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0863  DYNAMIC HT  -         359.578 (meters)    1179.72  (feet)  COMP
 GA0863  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA0863
 GA0863  VERT ORDER  -  SECOND    CLASS 0
 GA0863
 GA0863.The horizontal coordinates were scaled from a topographic map and have
 GA0863.an estimated accuracy of +/- 6 seconds.
 GA0863
 GA0863.The orthometric height was determined by differential leveling
 GA0863.and adjusted by the National Geodetic Survey in June 1991..
 GA0863
 GA0863.The geoid height was determined by GEOID03.
 GA0863
 GA0863.The dynamic height is computed by dividing the NAVD 88
 GA0863.geopotential number by the normal gravity value computed on the
 GA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0863.degrees latitude (g = 980.6199 gals.).
 GA0863
 GA0863.The modeled gravity was interpolated from observed gravity values.
 GA0863
 GA0863;                    North         East    Units  Estimated Accuracy
 GA0863;SPC TN       -   222,010.      878,740.      MT  (+/- 180 meters Scaled)
 GA0863
 GA0863                          SUPERSEDED SURVEY CONTROL
 GA0863
 GA0863  NGVD 29 (??/??/92)  360.058  (m)         1181.29   (f) ADJ UNCH    2 0
 GA0863
 GA0863.Superseded values are not recommended for survey control.
 GA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0863.See file dsdata.txt to determine how the superseded data were derived.
 GA0863
 GA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA297182(NAD 83)
 GA0863_MARKER: DB = BENCH MARK DISK
 GA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0863_STAMPING: B 107 1935
 GA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0863+STABILITY: SURFACE MOTION
 GA0863
 GA0863  HISTORY     - Date     Condition        Report By
 GA0863  HISTORY     - 1935     MONUMENTED       CGS
 GA0863  HISTORY     - 1961     GOOD             NGS
 GA0863  HISTORY     - 1972     GOOD             NGS
 GA0863  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA0863
 GA0863                          STATION DESCRIPTION
 GA0863
 GA0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0863'4.5 MI SW FROM BAILEYTON.
 GA0863'2.4 MILES EAST ALONG THE BAILEYTON ROAD FROM THE JUNCTION OF
 GA0863'STATE HIGHWAY 70 AT ROMEO, GREENE COUNTY, AT THE JUNCTION OF
 GA0863'A ROAD LEADING NORTH, 65 YARDS SOUTHWEST OF THE O.E. BROWN
 GA0863'RESIDENCE, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25
 GA0863'FEET WEST OF THE ROAD LEADING NORTH, AND 3 FEET HIGHER THAN
 GA0863'THE ROAD.  A STANDARD DISK, STAMPED B 107 1935 AND SET
 GA0863'IN THE TOP OF A CONCRETE POST.
 GA0863
 GA0863                          STATION RECOVERY (1972)
 GA0863
 GA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0863'RECOVERED IN GOOD CONDITION.
 GA0863
 GA0863                          STATION RECOVERY (1980)
 GA0863
 GA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0981 ***********************************************************************
 GA0981  DESIGNATION -  B 108
 GA0981  PID         -  GA0981
 GA0981  STATE/COUNTY-  TN/GREENE
 GA0981  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0981
 GA0981                         *CURRENT SURVEY CONTROL
 GA0981  ___________________________________________________________________
 GA0981* NAD 83(1986)-  36 18 21.     (N)    082 41 25.     (W)     SCALED    
 GA0981* NAVD 88     -       546.788  (meters)    1793.92   (feet)  ADJUSTED  
 GA0981  ___________________________________________________________________
 GA0981  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0981  DYNAMIC HT  -         546.267 (meters)    1792.21  (feet)  COMP
 GA0981  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 GA0981
 GA0981  VERT ORDER  -  SECOND    CLASS 0
 GA0981
 GA0981.The horizontal coordinates were scaled from a topographic map and have
 GA0981.an estimated accuracy of +/- 6 seconds.
 GA0981
 GA0981.The orthometric height was determined by differential leveling
 GA0981.and adjusted by the National Geodetic Survey in June 1991..
 GA0981
 GA0981.The geoid height was determined by GEOID03.
 GA0981
 GA0981.The dynamic height is computed by dividing the NAVD 88
 GA0981.geopotential number by the normal gravity value computed on the
 GA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0981.degrees latitude (g = 980.6199 gals.).
 GA0981
 GA0981.The modeled gravity was interpolated from observed gravity values.
 GA0981
 GA0981;                    North         East    Units  Estimated Accuracy
 GA0981;SPC TN       -   223,880.      897,200.      MT  (+/- 180 meters Scaled)
 GA0981
 GA0981                          SUPERSEDED SURVEY CONTROL
 GA0981
 GA0981  NGVD 29 (??/??/92)  546.924  (m)         1794.37   (f) ADJ UNCH    2 0
 GA0981
 GA0981.Superseded values are not recommended for survey control.
 GA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0981.See file dsdata.txt to determine how the superseded data were derived.
 GA0981
 GA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA482191(NAD 83)
 GA0981_MARKER: DB = BENCH MARK DISK
 GA0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0981_STAMPING: B 108 1935
 GA0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0981+STABILITY: SURFACE MOTION
 GA0981
 GA0981  HISTORY     - Date     Condition        Report By
 GA0981  HISTORY     - 1935     MONUMENTED       CGS
 GA0981
 GA0981                          STATION DESCRIPTION
 GA0981
 GA0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0981'3.4 MI N FROM JOCKEY.
 GA0981'3.4 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH
 GA0981'AT JOCKEY, GREENE COUNTY, 55 YARDS NORTHWEST OF THE JUNCTION
 GA0981'OF A ROAD LEADING NORTHEAST, AT SUPERIOR SCHOOL, 45 FEET
 GA0981'NORTHEAST OF THE CENTERLINE OF THE ROAD, 60 FEET SOUTHWEST
 GA0981'OF THE WEST FACE OF THE SCHOOL, 25 YARDS SOUTHEAST OF A
 GA0981'SOUTHWEST FENCE CORNER, 10 FEET SOUTHEAST OF A 36-INCH OAK TREE,
 GA0981'17 FEET NORTHWEST OF THE CENTERLINE OF A WALK, AND 7 FEET HIGHER
 GA0981'THAN THE ROAD.  A STANDARD DISK, STAMPED B 108 1935 AND SET
 GA0981'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0286 ***********************************************************************
 GA0286  DESIGNATION -  B 109
 GA0286  PID         -  GA0286
 GA0286  STATE/COUNTY-  TN/SULLIVAN
 GA0286  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0286
 GA0286                         *CURRENT SURVEY CONTROL
 GA0286  ___________________________________________________________________
 GA0286* NAD 83(1986)-  36 31 13.     (N)    082 24 58.     (W)     SCALED    
 GA0286* NAVD 88     -       534.214  (meters)    1752.67   (feet)  ADJUSTED  
 GA0286  ___________________________________________________________________
 GA0286  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0286  DYNAMIC HT  -         533.723 (meters)    1751.06  (feet)  COMP
 GA0286  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA0286
 GA0286  VERT ORDER  -  SECOND    CLASS 0
 GA0286
 GA0286.The horizontal coordinates were scaled from a topographic map and have
 GA0286.an estimated accuracy of +/- 6 seconds.
 GA0286
 GA0286.The orthometric height was determined by differential leveling
 GA0286.and adjusted by the National Geodetic Survey in June 1991..
 GA0286
 GA0286.The geoid height was determined by GEOID03.
 GA0286
 GA0286.The dynamic height is computed by dividing the NAVD 88
 GA0286.geopotential number by the normal gravity value computed on the
 GA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0286.degrees latitude (g = 980.6199 gals.).
 GA0286
 GA0286.The modeled gravity was interpolated from observed gravity values.
 GA0286
 GA0286;                    North         East    Units  Estimated Accuracy
 GA0286;SPC TN       -   248,520.      920,940.      MT  (+/- 180 meters Scaled)
 GA0286
 GA0286                          SUPERSEDED SURVEY CONTROL
 GA0286
 GA0286  NGVD 29 (??/??/92)  534.348  (m)         1753.11   (f) ADJ UNCH    2 0
 GA0286
 GA0286.Superseded values are not recommended for survey control.
 GA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0286.See file dsdata.txt to determine how the superseded data were derived.
 GA0286
 GA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA732425(NAD 83)
 GA0286_MARKER: DB = BENCH MARK DISK
 GA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0286_STAMPING: B 109 1935
 GA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0286+STABILITY: SURFACE MOTION
 GA0286
 GA0286  HISTORY     - Date     Condition        Report By
 GA0286  HISTORY     - 1935     MONUMENTED       CGS
 GA0286
 GA0286                          STATION DESCRIPTION
 GA0286
 GA0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0286'2.3 MI S FROM INDIAN SPRINGS.
 GA0286'2.3 MILES SOUTH ALONG THE HOLSTON ROAD FROM THE POST OFFICE AT
 GA0286'INDIAN SPRINGS, SULLIVAN COUNTY, 95 YARDS SOUTH OF THE E.S. ROGERS
 GA0286'FARMHOUSE, 100 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 12
 GA0286'FEET WEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 GA0286'A STANDARD DISK, STAMPED B 109 1935 AND SET IN THE TOP OF A
 GA0286'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0157 ***********************************************************************
 FC0157  DESIGNATION -  B 11
 FC0157  PID         -  FC0157
 FC0157  STATE/COUNTY-  TN/BLOUNT
 FC0157  USGS QUAD   -  TALLASSEE (1985)
 FC0157
 FC0157                         *CURRENT SURVEY CONTROL
 FC0157  ___________________________________________________________________
 FC0157* NAD 83(1986)-  35 33 24.     (N)    084 00 44.     (W)     SCALED    
 FC0157* NAVD 88     -       257.444  (meters)     844.63   (feet)  ADJUSTED  
 FC0157  ___________________________________________________________________
 FC0157  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC0157  DYNAMIC HT  -         257.195 (meters)     843.81  (feet)  COMP
 FC0157  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 FC0157
 FC0157  VERT ORDER  -  FIRST     CLASS II
 FC0157
 FC0157.The horizontal coordinates were scaled from a topographic map and have
 FC0157.an estimated accuracy of +/- 6 seconds.
 FC0157
 FC0157.The orthometric height was determined by differential leveling
 FC0157.and adjusted by the National Geodetic Survey in June 1991..
 FC0157
 FC0157.The geoid height was determined by GEOID03.
 FC0157
 FC0157.The dynamic height is computed by dividing the NAVD 88
 FC0157.geopotential number by the normal gravity value computed on the
 FC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0157.degrees latitude (g = 980.6199 gals.).
 FC0157
 FC0157.The modeled gravity was interpolated from observed gravity values.
 FC0157
 FC0157;                    North         East    Units  Estimated Accuracy
 FC0157;SPC TN       -   137,560.      780,200.      MT  (+/- 180 meters Scaled)
 FC0157
 FC0157                          SUPERSEDED SURVEY CONTROL
 FC0157
 FC0157  NGVD 29 (??/??/92)  257.562  (m)          845.02   (f) ADJ UNCH    1 2
 FC0157
 FC0157.Superseded values are not recommended for survey control.
 FC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0157.See file dsdata.txt to determine how the superseded data were derived.
 FC0157
 FC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE708388(NAD 83)
 FC0157_MARKER: DB = BENCH MARK DISK
 FC0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0157_SP_SET: FOOTING
 FC0157_STAMPING: 845.212 B 11 1932
 FC0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0157
 FC0157  HISTORY     - Date     Condition        Report By
 FC0157  HISTORY     - 1932     MONUMENTED       CGS
 FC0157  HISTORY     - 1943     GOOD             NGS
 FC0157  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0157
 FC0157                          STATION DESCRIPTION
 FC0157
 FC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC0157'AT CHILHOWEE.
 FC0157'AT CHILHOWEE, ABOUT 600 FEET SOUTHEAST OF STATE HIGHWAY 72
 FC0157'FOLLOWING THE ALUMINUM CO. OF AMERICA TRANSMISSION LINE, AT
 FC0157'THE NORTHEAST TOWER (ALUMINUM CO. NO. 94) OF TWO POWER-LINE
 FC0157'TOWERS, AND IN THE NORTH CORNER OF THE NORTH FOOTING.  A STANDARD
 FC0157'DISK, STAMPED 845.212 B 11 1932.
 FC0157
 FC0157                          STATION RECOVERY (1983)
 FC0157
 FC0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0183 ***********************************************************************
 GA0183  DESIGNATION -  B 110
 GA0183  PID         -  GA0183
 GA0183  STATE/COUNTY-  TN/SULLIVAN
 GA0183  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0183
 GA0183                         *CURRENT SURVEY CONTROL
 GA0183  ___________________________________________________________________
 GA0183* NAD 83(1986)-  36 34 36.     (N)    082 02 18.     (W)     SCALED    
 GA0183* NAVD 88     -       491.004  (meters)    1610.90   (feet)  ADJUSTED  
 GA0183  ___________________________________________________________________
 GA0183  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0183  DYNAMIC HT  -         490.549 (meters)    1609.41  (feet)  COMP
 GA0183  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0183
 GA0183  VERT ORDER  -  SECOND    CLASS 0
 GA0183
 GA0183.The horizontal coordinates were scaled from a topographic map and have
 GA0183.an estimated accuracy of +/- 6 seconds.
 GA0183
 GA0183.The orthometric height was determined by differential leveling
 GA0183.and adjusted by the National Geodetic Survey in June 1991..
 GA0183
 GA0183.The geoid height was determined by GEOID03.
 GA0183
 GA0183.The dynamic height is computed by dividing the NAVD 88
 GA0183.geopotential number by the normal gravity value computed on the
 GA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0183.degrees latitude (g = 980.6199 gals.).
 GA0183
 GA0183.The modeled gravity was interpolated from observed gravity values.
 GA0183
 GA0183;                    North         East    Units  Estimated Accuracy
 GA0183;SPC TN       -   256,080.      954,490.      MT  (+/- 180 meters Scaled)
 GA0183
 GA0183                          SUPERSEDED SURVEY CONTROL
 GA0183
 GA0183  NGVD 29 (??/??/92)  491.116  (m)         1611.27   (f) ADJ UNCH    2 0
 GA0183
 GA0183.Superseded values are not recommended for survey control.
 GA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0183.See file dsdata.txt to determine how the superseded data were derived.
 GA0183
 GA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA071484(NAD 83)
 GA0183_MARKER: DB = BENCH MARK DISK
 GA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0183_STAMPING: B 110 1935
 GA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0183+STABILITY: SURFACE MOTION
 GA0183
 GA0183  HISTORY     - Date     Condition        Report By
 GA0183  HISTORY     - 1935     MONUMENTED       CGS
 GA0183
 GA0183                          STATION DESCRIPTION
 GA0183
 GA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0183'2.6 MI NE FROM HOLSTON VALLEY.
 GA0183'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0183'AT HOLSTON VALLEY, SULLIVAN COUNTY, 140 YARDS NORTHWEST OF THE
 GA0183'STEEL BRIDGE OVER SOUTH FORK HOLSTON RIVER, 65 YARDS NORTHWEST OF
 GA0183'THE ENTRANCE TO THE S.M. RUTHERFORD RESIDENCE, 23 FEET NORTHEAST
 GA0183'OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2 FEET LOWER THAN THE
 GA0183'HIGHWAY.  A STANDARD DISK, STAMPED B 110 1935 AND SET IN THE TOP OF
 GA0183'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1016 ***********************************************************************
 FZ1016  DESIGNATION -  B 111
 FZ1016  PID         -  FZ1016
 FZ1016  STATE/COUNTY-  TN/JOHNSON
 FZ1016  USGS QUAD   -  ELK MILLS (1994)
 FZ1016
 FZ1016                         *CURRENT SURVEY CONTROL
 FZ1016  ___________________________________________________________________
 FZ1016* NAD 83(1986)-  36 21 42.     (N)    081 57 49.     (W)     SCALED    
 FZ1016* NAVD 88     -       578.867  (meters)    1899.17   (feet)  ADJUSTED  
 FZ1016  ___________________________________________________________________
 FZ1016  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FZ1016  DYNAMIC HT  -         578.287 (meters)    1897.26  (feet)  COMP
 FZ1016  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 FZ1016
 FZ1016  VERT ORDER  -  SECOND    CLASS 0
 FZ1016
 FZ1016.The horizontal coordinates were scaled from a topographic map and have
 FZ1016.an estimated accuracy of +/- 6 seconds.
 FZ1016
 FZ1016.The orthometric height was determined by differential leveling
 FZ1016.and adjusted by the National Geodetic Survey in June 1991..
 FZ1016
 FZ1016.The geoid height was determined by GEOID03.
 FZ1016
 FZ1016.The dynamic height is computed by dividing the NAVD 88
 FZ1016.geopotential number by the normal gravity value computed on the
 FZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1016.degrees latitude (g = 980.6199 gals.).
 FZ1016
 FZ1016.The modeled gravity was interpolated from observed gravity values.
 FZ1016
 FZ1016;                    North         East    Units  Estimated Accuracy
 FZ1016;SPC TN       -   232,520.      962,160.      MT  (+/- 180 meters Scaled)
 FZ1016
 FZ1016                          SUPERSEDED SURVEY CONTROL
 FZ1016
 FZ1016  NGVD 29 (??/??/92)  578.961  (m)         1899.47   (f) ADJ UNCH    2 0
 FZ1016
 FZ1016.Superseded values are not recommended for survey control.
 FZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1016.See file dsdata.txt to determine how the superseded data were derived.
 FZ1016
 FZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA135244(NAD 83)
 FZ1016_MARKER: DB = BENCH MARK DISK
 FZ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1016_STAMPING: B 111 1935
 FZ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1016+STABILITY: SURFACE MOTION
 FZ1016
 FZ1016  HISTORY     - Date     Condition        Report By
 FZ1016  HISTORY     - 1935     MONUMENTED       CGS
 FZ1016
 FZ1016                          STATION DESCRIPTION
 FZ1016
 FZ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1016'1.8 MI SW FROM DOE STATION.
 FZ1016'1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM DOE STATION,
 FZ1016'JOHNSON COUNTY, 33 FEET NORTHWEST OF MILEPOST 113, 500 FEET
 FZ1016'SOUTHWEST OF A ONE-STORY FARMHOUSE, 500 FEET NORTHEAST OF A
 FZ1016'STOCK GAP AND A COUNTY-ROAD CROSSING, 425 FEET NORTHWEST OF A
 FZ1016'BARN ON A HILLTOP, 130 FEET NORTHEAST OF A RAILROAD-CROSSING
 FZ1016'SIGN, 40.6 FEET NORTHWEST OF POWERLINE POLE 71, 11 FEET SOUTHWEST
 FZ1016'OF A POLE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 FZ1016'STAMPED B 111 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FZ1016'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0469 ***********************************************************************
 GA0469  DESIGNATION -  B 112
 GA0469  PID         -  GA0469
 GA0469  STATE/COUNTY-  TN/CARTER
 GA0469  USGS QUAD   -  JOHNSON CITY (1968)
 GA0469
 GA0469                         *CURRENT SURVEY CONTROL
 GA0469  ___________________________________________________________________
 GA0469* NAD 83(1986)-  36 21 44.     (N)    082 16 55.     (W)     SCALED    
 GA0469* NAVD 88     -       485.050  (meters)    1591.37   (feet)  ADJUSTED  
 GA0469  ___________________________________________________________________
 GA0469  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0469  DYNAMIC HT  -         484.594 (meters)    1589.87  (feet)  COMP
 GA0469  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 GA0469
 GA0469  VERT ORDER  -  SECOND    CLASS 0
 GA0469
 GA0469.The horizontal coordinates were scaled from a topographic map and have
 GA0469.an estimated accuracy of +/- 6 seconds.
 GA0469
 GA0469.The orthometric height was determined by differential leveling
 GA0469.and adjusted by the National Geodetic Survey in June 1991..
 GA0469
 GA0469.The geoid height was determined by GEOID03.
 GA0469
 GA0469.The dynamic height is computed by dividing the NAVD 88
 GA0469.geopotential number by the normal gravity value computed on the
 GA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0469.degrees latitude (g = 980.6199 gals.).
 GA0469
 GA0469.The modeled gravity was interpolated from observed gravity values.
 GA0469
 GA0469;                    North         East    Units  Estimated Accuracy
 GA0469;SPC TN       -   231,450.      933,610.      MT  (+/- 180 meters Scaled)
 GA0469
 GA0469                          SUPERSEDED SURVEY CONTROL
 GA0469
 GA0469  NGVD 29 (??/??/92)  485.197  (m)         1591.85   (f) ADJ UNCH    2 0
 GA0469
 GA0469.Superseded values are not recommended for survey control.
 GA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0469.See file dsdata.txt to determine how the superseded data were derived.
 GA0469
 GA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA849248(NAD 83)
 GA0469_MARKER: DB = BENCH MARK DISK
 GA0469_SETTING: 80 = SET IN A BOULDER
 GA0469_STAMPING: B 112 1935
 GA0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0469+STABILITY: SURFACE MOTION
 GA0469
 GA0469  HISTORY     - Date     Condition        Report By
 GA0469  HISTORY     - 1935     MONUMENTED       CGS
 GA0469
 GA0469                          STATION DESCRIPTION
 GA0469
 GA0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0469'1 MI S FROM WATAUGA.
 GA0469'1.0 MILE SOUTH ALONG THE ELIZABETHTON HIGHWAY FROM THE SOUTHERN
 GA0469'RAILWAY STATION AT WATAUGA, CARTER COUNTY, 27 FEET EAST OF THE
 GA0469'CENTERLINE OF THE HIGHWAY, AT A GRAVEL PIT, IN THE WEST FACE OF A
 GA0469'LIMESTONE BOULDER, 2 FEET HIGHER THAN THE HIGHWAY, AND 2 INCHES
 GA0469'ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 112 1935 AND SET
 GA0469'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0964 ***********************************************************************
 GA0964  DESIGNATION -  B 113
 GA0964  PID         -  GA0964
 GA0964  STATE/COUNTY-  TN/WASHINGTON
 GA0964  USGS QUAD   -  TELFORD (1971)
 GA0964
 GA0964                         *CURRENT SURVEY CONTROL
 GA0964  ___________________________________________________________________
 GA0964* NAD 83(1986)-  36 14 16.     (N)    082 33 23.     (W)     SCALED    
 GA0964* NAVD 88     -       487.277  (meters)    1598.67   (feet)  POSTED    
 GA0964  ___________________________________________________________________
 GA0964  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0964  DYNAMIC HT  -         486.810 (meters)    1597.14  (feet)  COMP
 GA0964  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 GA0964
 GA0964  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0964
 GA0964.The horizontal coordinates were scaled from a topographic map and have
 GA0964.an estimated accuracy of +/- 6 seconds.
 GA0964
 GA0964.The orthometric height was determined by differential leveling
 GA0964.and adjusted by the National Geodetic Survey in 1992..
 GA0964.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0964.rate of 0.0 thru 1.0 mm/km.
 GA0964
 GA0964.The geoid height was determined by GEOID03.
 GA0964
 GA0964.The dynamic height is computed by dividing the NAVD 88
 GA0964.geopotential number by the normal gravity value computed on the
 GA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0964.degrees latitude (g = 980.6199 gals.).
 GA0964
 GA0964.The modeled gravity was interpolated from observed gravity values.
 GA0964
 GA0964;                    North         East    Units  Estimated Accuracy
 GA0964;SPC TN       -   216,740.      909,480.      MT  (+/- 180 meters Scaled)
 GA0964
 GA0964                          SUPERSEDED SURVEY CONTROL
 GA0964
 GA0964  NGVD 29 (??/??/92)  487.421  (m)         1599.15   (f) ADJ UNCH    2 0
 GA0964
 GA0964.Superseded values are not recommended for survey control.
 GA0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0964.See file dsdata.txt to determine how the superseded data were derived.
 GA0964
 GA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA601114(NAD 83)
 GA0964_MARKER: DB = BENCH MARK DISK
 GA0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0964_STAMPING: B 113 1935
 GA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0964+STABILITY: SURFACE MOTION
 GA0964
 GA0964  HISTORY     - Date     Condition        Report By
 GA0964  HISTORY     - 1935     MONUMENTED       CGS
 GA0964  HISTORY     - 1955     GOOD             TVA
 GA0964
 GA0964                          STATION DESCRIPTION
 GA0964
 GA0964'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA0964'1.1 MI SW FROM TELFORD.
 GA0964'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0964'AT TELFORD, WASHINGTON COUNTY, AT THE JUNCTION OF A T-ROAD
 GA0964'LEADING EAST, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0964'18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE C.J. GREENWAY
 GA0964'RESIDENCE, 45 FEET WEST OF THE HOUSE, 8.8 FEET SOUTH OF A NORTHWEST
 GA0964'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0964'STAMPED B 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0964'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1912 ***********************************************************************
 GA1912  DESIGNATION -  B 114
 GA1912  PID         -  GA1912
 GA1912  STATE/COUNTY-  TN/GREENE
 GA1912  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1912
 GA1912                         *CURRENT SURVEY CONTROL
 GA1912  ___________________________________________________________________
 GA1912* NAD 83(1986)-  36 07 04.     (N)    083 04 55.     (W)     SCALED    
 GA1912* NAVD 88     -       335.893  (meters)    1102.01   (feet)  ADJUSTED  
 GA1912  ___________________________________________________________________
 GA1912  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1912  DYNAMIC HT  -         335.579 (meters)    1100.98  (feet)  COMP
 GA1912  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA1912
 GA1912  VERT ORDER  -  SECOND    CLASS 0
 GA1912
 GA1912.The horizontal coordinates were scaled from a topographic map and have
 GA1912.an estimated accuracy of +/- 6 seconds.
 GA1912
 GA1912.The orthometric height was determined by differential leveling
 GA1912.and adjusted by the National Geodetic Survey in June 1991..
 GA1912
 GA1912.The geoid height was determined by GEOID03.
 GA1912
 GA1912.The dynamic height is computed by dividing the NAVD 88
 GA1912.geopotential number by the normal gravity value computed on the
 GA1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1912.degrees latitude (g = 980.6199 gals.).
 GA1912
 GA1912.The modeled gravity was interpolated from observed gravity values.
 GA1912
 GA1912;                    North         East    Units  Estimated Accuracy
 GA1912;SPC TN       -   201,900.      862,660.      MT  (+/- 180 meters Scaled)
 GA1912
 GA1912                          SUPERSEDED SURVEY CONTROL
 GA1912
 GA1912  NGVD 29 (??/??/92)  336.047  (m)         1102.51   (f) ADJ UNCH    2 0
 GA1912
 GA1912.Superseded values are not recommended for survey control.
 GA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1912.See file dsdata.txt to determine how the superseded data were derived.
 GA1912
 GA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV126990(NAD 83)
 GA1912_MARKER: DB = BENCH MARK DISK
 GA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1912_STAMPING: B 114 1935
 GA1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1912+STABILITY: SURFACE MOTION
 GA1912
 GA1912  HISTORY     - Date     Condition        Report By
 GA1912  HISTORY     - 1935     MONUMENTED       CGS
 GA1912
 GA1912                          STATION DESCRIPTION
 GA1912
 GA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1912'1 MI SE FROM WARRENSBURG.
 GA1912'1.0 MILE SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1912'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.1 MILE NORTHWEST
 GA1912'OF THE JUNCTION OF A ROAD LEADING NORTHEAST, 110 YARDS SOUTHEAST
 GA1912'OF THE W.T. MARSHALL RESIDENCE, 16.5 FEET SOUTHWEST OF THE
 GA1912'CENTERLINE OF THE HIGHWAY, 13 FEET NORTHEAST OF THE EAST CORNER
 GA1912'OF A SHED, 1.8 FEET SOUTH OF A FENCE CORNER, AND LEVEL WITH THE
 GA1912'HIGHWAY, 91 FEET SOUTHEAST OF SOUTHEAST CORNER OF BARN, 84 FEET
 GA1912'NORTHWEST OF POWER POLE, AND 1.6 FEET NORTHWEST OF A STEEL
 GA1912'WITNESS POST.  A STANDARD DISK, STAMPED B 114 1935 AND SET IN
 GA1912'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1016 ***********************************************************************
 GA1016  DESIGNATION -  B 115
 GA1016  PID         -  GA1016
 GA1016  STATE/COUNTY-  TN/GREENE
 GA1016  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1016
 GA1016                         *CURRENT SURVEY CONTROL
 GA1016  ___________________________________________________________________
 GA1016* NAD 83(1986)-  36 03 50.     (N)    082 50 26.     (W)     SCALED    
 GA1016* NAVD 88     -       401.927  (meters)    1318.66   (feet)  ADJUSTED  
 GA1016  ___________________________________________________________________
 GA1016  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1016  DYNAMIC HT  -         401.540 (meters)    1317.39  (feet)  COMP
 GA1016  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 GA1016
 GA1016  VERT ORDER  -  SECOND    CLASS 0
 GA1016
 GA1016.The horizontal coordinates were scaled from a topographic map and have
 GA1016.an estimated accuracy of +/- 6 seconds.
 GA1016
 GA1016.The orthometric height was determined by differential leveling
 GA1016.and adjusted by the National Geodetic Survey in June 1991..
 GA1016
 GA1016.The geoid height was determined by GEOID03.
 GA1016
 GA1016.The dynamic height is computed by dividing the NAVD 88
 GA1016.geopotential number by the normal gravity value computed on the
 GA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1016.degrees latitude (g = 980.6199 gals.).
 GA1016
 GA1016.The modeled gravity was interpolated from observed gravity values.
 GA1016
 GA1016;                    North         East    Units  Estimated Accuracy
 GA1016;SPC TN       -   196,600.      884,580.      MT  (+/- 180 meters Scaled)
 GA1016
 GA1016                          SUPERSEDED SURVEY CONTROL
 GA1016
 GA1016  NGVD 29 (??/??/92)  402.043  (m)         1319.04   (f) ADJ UNCH    2 0
 GA1016
 GA1016.Superseded values are not recommended for survey control.
 GA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1016.See file dsdata.txt to determine how the superseded data were derived.
 GA1016
 GA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV342926(NAD 83)
 GA1016_MARKER: DB = BENCH MARK DISK
 GA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1016_STAMPING: B 115 1935
 GA1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1016+STABILITY: SURFACE MOTION
 GA1016
 GA1016  HISTORY     - Date     Condition        Report By
 GA1016  HISTORY     - 1935     MONUMENTED       CGS
 GA1016  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1016
 GA1016                          STATION DESCRIPTION
 GA1016
 GA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1016'1.7 MI SW FROM DAVY CROCKETT LAKE.
 GA1016'1.7 MILES SOUTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 70
 GA1016'FROM THE SOUTH END OF BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE
 GA1016'COUNTY, AT FLAG BRANCH, 75 YARDS SOUTHWEST OF THE JUNCTION OF A
 GA1016'COUNTY ROAD, AT THE ROY KURKENDALL RESIDENCE, 18 YARDS SOUTHEAST
 GA1016'OF THE SOUTHEAST CORNER OF THE HOUSE, 17 YARDS SOUTHEAST OF THE
 GA1016'CENTERLINE OF THE ROAD, 5 YARDS NORTHEAST OF A 24-INCH LOCUST
 GA1016'TREE, AND 6 INCHES LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA1016'B 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1016
 GA1016                          STATION RECOVERY (1950)
 GA1016
 GA1016'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3237 ***********************************************************************
 GA3237  DESIGNATION -  B 116 RESET
 GA3237  PID         -  GA3237
 GA3237  STATE/COUNTY-  TN/WASHINGTON
 GA3237  USGS QUAD   -  ERWIN (1971)
 GA3237
 GA3237                         *CURRENT SURVEY CONTROL
 GA3237  ___________________________________________________________________
 GA3237* NAD 83(1986)-  36 13 18.     (N)    082 28 09.     (W)     SCALED    
 GA3237* NAVD 88     -       478.44   (meters)    1569.7    (feet)  RESET     
 GA3237  ___________________________________________________________________
 GA3237  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA3237
 GA3237  VERT ORDER  -  THIRD
 GA3237
 GA3237.The horizontal coordinates were scaled from a topographic map and have
 GA3237.an estimated accuracy of +/- 6 seconds.
 GA3237
 GA3237.The orthometric height was computed from unverified reset data.
 GA3237.No vertical observational check was made to the station.
 GA3237
 GA3237.The geoid height was determined by GEOID03.
 GA3237
 GA3237;                    North         East    Units  Estimated Accuracy
 GA3237;SPC TN       -   215,240.      917,380.      MT  (+/- 180 meters Scaled)
 GA3237
 GA3237                          SUPERSEDED SURVEY CONTROL
 GA3237
 GA3237  NGVD 29 (10/12/01)  478.59   (m)         1570.2    (f) RESET       3  
 GA3237
 GA3237.Superseded values are not recommended for survey control.
 GA3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3237.See file dsdata.txt to determine how the superseded data were derived.
 GA3237
 GA3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679095(NAD 83)
 GA3237_MARKER: DB = BENCH MARK DISK
 GA3237_SETTING: 0 = UNSPECIFIED SETTING
 GA3237_STAMPING: B 116 RESET 1978
 GA3237_MARK LOGO: NGS   
 GA3237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3237
 GA3237  HISTORY     - Date     Condition        Report By
 GA3237  HISTORY     - 1978     MONUMENTED       NGS
 GA3237
 GA3237                          STATION DESCRIPTION
 GA3237
 GA3237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GA3237'4.7 MI NORTH FROM EMBREEVILLE.
 GA3237'4.7 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE, 1.7 MILES
 GA3237'NORTH OF THE JUNCTION OF HIGHWAY 107, A PRE-CAST ALUMINUM
 GA3237'MONUMENT WITH A MAGNET IN IT, ABOUT 80 FEET NORTHWEST OF THE
 GA3237'CENTERLINE OF HIGHWAY 81, 15 FEET NORTHEAST OF THE CENTERLINE OF A
 GA3237'DRIVEWAY AND 1 FOOT SOUTHEAST OF A POWERLINE GUY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0998 ***********************************************************************
 GA0998  DESIGNATION -  B 117
 GA0998  PID         -  GA0998
 GA0998  STATE/COUNTY-  TN/GREENE
 GA0998  USGS QUAD   -  CHUCKEY (1971)
 GA0998
 GA0998                         *CURRENT SURVEY CONTROL
 GA0998  ___________________________________________________________________
 GA0998* NAD 83(1986)-  36 08 51.     (N)    082 40 35.     (W)     SCALED    
 GA0998* NAVD 88     -       450.154  (meters)    1476.88   (feet)  ADJUSTED  
 GA0998  ___________________________________________________________________
 GA0998  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0998  DYNAMIC HT  -         449.720 (meters)    1475.46  (feet)  COMP
 GA0998  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 GA0998
 GA0998  VERT ORDER  -  SECOND    CLASS 0
 GA0998
 GA0998.The horizontal coordinates were scaled from a topographic map and have
 GA0998.an estimated accuracy of +/- 6 seconds.
 GA0998
 GA0998.The orthometric height was determined by differential leveling
 GA0998.and adjusted by the National Geodetic Survey in June 1991..
 GA0998
 GA0998.The geoid height was determined by GEOID03.
 GA0998
 GA0998.The dynamic height is computed by dividing the NAVD 88
 GA0998.geopotential number by the normal gravity value computed on the
 GA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0998.degrees latitude (g = 980.6199 gals.).
 GA0998
 GA0998.The modeled gravity was interpolated from observed gravity values.
 GA0998
 GA0998;                    North         East    Units  Estimated Accuracy
 GA0998;SPC TN       -   206,360.      899,040.      MT  (+/- 180 meters Scaled)
 GA0998
 GA0998                          SUPERSEDED SURVEY CONTROL
 GA0998
 GA0998  NGVD 29 (??/??/92)  450.282  (m)         1477.30   (f) ADJ UNCH    2 0
 GA0998
 GA0998.Superseded values are not recommended for survey control.
 GA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0998.See file dsdata.txt to determine how the superseded data were derived.
 GA0998
 GA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA491016(NAD 83)
 GA0998_MARKER: DB = BENCH MARK DISK
 GA0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0998_STAMPING: B 117 1935
 GA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0998+STABILITY: SURFACE MOTION
 GA0998
 GA0998  HISTORY     - Date     Condition        Report By
 GA0998  HISTORY     - 1935     MONUMENTED       CGS
 GA0998  HISTORY     - 1955     POOR             NGS
 GA0998
 GA0998                          STATION DESCRIPTION
 GA0998
 GA0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0998'5.1 MI S FROM CHUCKEY.
 GA0998'5.1 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST
 GA0998'OFFICE AT CHUCKEY, GREENE COUNTY, AT THE JUNCTION OF A DIRT ROAD
 GA0998'LEADING EAST TO STATE HIGHWAY 107, 45 YARDS EAST OF THE GLEN
 GA0998'JAYNES RESIDENCE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GA0998'14 FEET WEST OF A FENCE CORNER, IN THE NORTHEAST CORNER OF THE
 GA0998'YARD NEAR A HOG LOT, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0998'STAMPED B 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0990 ***********************************************************************
 GA0990  DESIGNATION -  B 118
 GA0990  PID         -  GA0990
 GA0990  STATE/COUNTY-  TN/GREENE
 GA0990  USGS QUAD   -  GREENEVILLE (1961)
 GA0990
 GA0990                         *CURRENT SURVEY CONTROL
 GA0990  ___________________________________________________________________
 GA0990* NAD 83(1986)-  36 08 45.     (N)    082 51 44.     (W)     SCALED    
 GA0990* NAVD 88     -       469.817  (meters)    1541.39   (feet)  ADJUSTED  
 GA0990  ___________________________________________________________________
 GA0990  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0990  DYNAMIC HT  -         469.371 (meters)    1539.93  (feet)  COMP
 GA0990  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 GA0990
 GA0990  VERT ORDER  -  SECOND    CLASS 0
 GA0990
 GA0990.The horizontal coordinates were scaled from a topographic map and have
 GA0990.an estimated accuracy of +/- 6 seconds.
 GA0990
 GA0990.The orthometric height was determined by differential leveling
 GA0990.and adjusted by the National Geodetic Survey in June 1991..
 GA0990
 GA0990.The geoid height was determined by GEOID03.
 GA0990
 GA0990.The dynamic height is computed by dividing the NAVD 88
 GA0990.geopotential number by the normal gravity value computed on the
 GA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0990.degrees latitude (g = 980.6199 gals.).
 GA0990
 GA0990.The modeled gravity was interpolated from observed gravity values.
 GA0990
 GA0990;                    North         East    Units  Estimated Accuracy
 GA0990;SPC TN       -   205,620.      882,330.      MT  (+/- 180 meters Scaled)
 GA0990
 GA0990                          SUPERSEDED SURVEY CONTROL
 GA0990
 GA0990  NGVD 29 (??/??/92)  469.947  (m)         1541.82   (f) ADJ UNCH    2 0
 GA0990
 GA0990.Superseded values are not recommended for survey control.
 GA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0990.See file dsdata.txt to determine how the superseded data were derived.
 GA0990
 GA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA324017(NAD 83)
 GA0990_MARKER: DB = BENCH MARK DISK
 GA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0990_STAMPING: B 118 1935
 GA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0990+STABILITY: SURFACE MOTION
 GA0990
 GA0990  HISTORY     - Date     Condition        Report By
 GA0990  HISTORY     - 1935     MONUMENTED       CGS
 GA0990  HISTORY     - 1950     GOOD             TVA
 GA0990
 GA0990                          STATION DESCRIPTION
 GA0990
 GA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0990'2.2 MI SW FROM GREENEVILLE.
 GA0990'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0990'AT GREENEVILLE, GREENE COUNTY, 89 YARDS WEST OF THE SOUTHWEST
 GA0990'CORNER OF THE MATT BIRD RESIDENCE, 75 YARDS SOUTHWEST OF A ROAD
 GA0990'LEADING NORTHWEST, 9 YARDS EAST OF THE CENTER LINE OF THE
 GA0990'HIGHWAY, 2 FEET NORTHEAST OF A FENCE LINE, AND 4 FEET HIGHER THAN
 GA0990'THE HIGHWAY.  54 FEET NORTHWEST OF THE WEST CORNER OF CONCRETE
 GA0990'BLOCK GARAGE AND SERVICE STATION, 43.8 FEET SOUTHEAST OF POWER
 GA0990'POLE 24, 23 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 411,
 GA0990'8.7 FEET EAST NORTHEAST OF TELEPHONE POLE AND 1.6 FEET NORTHEAST
 GA0990'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED B 118 1935 AND
 GA0990'SET IN THE TOP OF A CONCRETE POST.
 GA0990
 GA0990                          STATION RECOVERY (1950)
 GA0990
 GA0990'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1927 ***********************************************************************
 GA1927  DESIGNATION -  B 119
 GA1927  PID         -  GA1927
 GA1927  STATE/COUNTY-  TN/GREENE
 GA1927  USGS QUAD   -  MOHAWK (1980)
 GA1927
 GA1927                         *CURRENT SURVEY CONTROL
 GA1927  ___________________________________________________________________
 GA1927* NAD 83(1986)-  36 11 34.     (N)    083 04 04.     (W)     SCALED    
 GA1927* NAVD 88     -       327.351  (meters)    1073.98   (feet)  ADJUSTED  
 GA1927  ___________________________________________________________________
 GA1927  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1927  DYNAMIC HT  -         327.048 (meters)    1072.99  (feet)  COMP
 GA1927  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1927
 GA1927  VERT ORDER  -  SECOND    CLASS 0
 GA1927
 GA1927.The horizontal coordinates were scaled from a topographic map and have
 GA1927.an estimated accuracy of +/- 6 seconds.
 GA1927
 GA1927.The orthometric height was determined by differential leveling
 GA1927.and adjusted by the National Geodetic Survey in June 1991..
 GA1927
 GA1927.The geoid height was determined by GEOID03.
 GA1927
 GA1927.The dynamic height is computed by dividing the NAVD 88
 GA1927.geopotential number by the normal gravity value computed on the
 GA1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1927.degrees latitude (g = 980.6199 gals.).
 GA1927
 GA1927.The modeled gravity was interpolated from observed gravity values.
 GA1927
 GA1927;                    North         East    Units  Estimated Accuracy
 GA1927;SPC TN       -   210,260.      863,690.      MT  (+/- 180 meters Scaled)
 GA1927
 GA1927                          SUPERSEDED SURVEY CONTROL
 GA1927
 GA1927  NGVD 29 (??/??/92)  327.517  (m)         1074.53   (f) ADJ UNCH    2 0
 GA1927
 GA1927.Superseded values are not recommended for survey control.
 GA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1927.See file dsdata.txt to determine how the superseded data were derived.
 GA1927
 GA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA140073(NAD 83)
 GA1927_MARKER: DB = BENCH MARK DISK
 GA1927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1927_SP_SET: BUILDING
 GA1927_STAMPING: B 119 1935
 GA1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1927
 GA1927  HISTORY     - Date     Condition        Report By
 GA1927  HISTORY     - 1935     MONUMENTED       CGS
 GA1927
 GA1927                          STATION DESCRIPTION
 GA1927
 GA1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1927'1.2 MI S FROM MOHAWK.
 GA1927'1.2 MILES SOUTH ALONG THE WARRENSBURG ROAD FROM THE SOUTHERN
 GA1927'RAILWAY STATION AT MOHAWK, AT THE MRS. BESSIE BIBLE RESIDENCE,
 GA1927'90 FEET NORTH OF THE CENTERLINE OF THE ROAD, 84 FEET WEST OF
 GA1927'THE CENTERLINE OF A DRIVEWAY TO THE BARN, 18 FEET EAST OF A
 GA1927'WIRE-FENCE LINE, IN THE SOUTH FACE OF THE HOUSE, 6 INCHES EAST
 GA1927'OF THE WEST CORNER, AND 2 FEET ABOVE THE GROUND.  A STANDARD
 GA1927'DISK, STAMPED B 119 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0410 ***********************************************************************
 GA0410  DESIGNATION -  B 12
 GA0410  PID         -  GA0410
 GA0410  STATE/COUNTY-  TN/CARTER
 GA0410  USGS QUAD   -  IRON MOUNTAIN GAP (1968)
 GA0410
 GA0410                         *CURRENT SURVEY CONTROL
 GA0410  ___________________________________________________________________
 GA0410* NAD 83(1986)-  36 14 21.     (N)    082 09 18.     (W)     SCALED    
 GA0410* NAVD 88     -       693.011  (meters)    2273.65   (feet)  ADJUSTED  
 GA0410  ___________________________________________________________________
 GA0410  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0410  DYNAMIC HT  -         692.321 (meters)    2271.39  (feet)  COMP
 GA0410  MODELED GRAV-     979,613.3   (mgal)                       NAVD 88
 GA0410
 GA0410  VERT ORDER  -  FIRST     CLASS II
 GA0410
 GA0410.The horizontal coordinates were scaled from a topographic map and have
 GA0410.an estimated accuracy of +/- 6 seconds.
 GA0410
 GA0410.The orthometric height was determined by differential leveling
 GA0410.and adjusted by the National Geodetic Survey in June 1991..
 GA0410
 GA0410.The geoid height was determined by GEOID03.
 GA0410
 GA0410.The dynamic height is computed by dividing the NAVD 88
 GA0410.geopotential number by the normal gravity value computed on the
 GA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0410.degrees latitude (g = 980.6199 gals.).
 GA0410
 GA0410.The modeled gravity was interpolated from observed gravity values.
 GA0410
 GA0410;                    North         East    Units  Estimated Accuracy
 GA0410;SPC TN       -   218,240.      945,530.      MT  (+/- 180 meters Scaled)
 GA0410
 GA0410                          SUPERSEDED SURVEY CONTROL
 GA0410
 GA0410  NGVD 29 (??/??/92)  693.137  (m)         2274.07   (f) ADJ UNCH    1 2
 GA0410
 GA0410.Superseded values are not recommended for survey control.
 GA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0410.See file dsdata.txt to determine how the superseded data were derived.
 GA0410
 GA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA962110(NAD 83)
 GA0410_MARKER: DB = BENCH MARK DISK
 GA0410_SETTING: 80 = SET IN A BOULDER
 GA0410_STAMPING: 2274.254 B 12 1933
 GA0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0410+STABILITY: SURFACE MOTION
 GA0410
 GA0410  HISTORY     - Date     Condition        Report By
 GA0410  HISTORY     - 1933     MONUMENTED       CGS
 GA0410
 GA0410                          STATION DESCRIPTION
 GA0410
 GA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0410'4.6 MI SE FROM HAMPTON.
 GA0410'4.6 MILES SOUTHEAST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0410'CAROLINA RAILROAD FROM HAMPTON, CARTER COUNTY, 385 YARDS NORTH
 GA0410'OF MILEPOST 19, IN THE TOP OF A BOULDER BETWEEN DOE RIVER AND
 GA0410'THE MAIN TRACK, 5.5 FEET EAST OF THE EAST RAIL, AND 2 FEET HIGHER
 GA0410'THAN THE RAIL.  A STANDARD DISK, STAMPED 2274.254 B 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0698 ***********************************************************************
 GA0698  DESIGNATION -  B 120
 GA0698  PID         -  GA0698
 GA0698  STATE/COUNTY-  TN/GREENE
 GA0698  USGS QUAD   -  GREYSTONE (1978)
 GA0698
 GA0698                         *CURRENT SURVEY CONTROL
 GA0698  ___________________________________________________________________
 GA0698* NAD 83(1986)-  36 07 05.     (N)    082 39 33.     (W)     SCALED    
 GA0698* NAVD 88     -       501.767  (meters)    1646.21   (feet)  ADJUSTED  
 GA0698  ___________________________________________________________________
 GA0698  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0698  DYNAMIC HT  -         501.280 (meters)    1644.62  (feet)  COMP
 GA0698  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 GA0698
 GA0698  VERT ORDER  -  SECOND    CLASS 0
 GA0698
 GA0698.The horizontal coordinates were scaled from a topographic map and have
 GA0698.an estimated accuracy of +/- 6 seconds.
 GA0698
 GA0698.The orthometric height was determined by differential leveling
 GA0698.and adjusted by the National Geodetic Survey in June 1991..
 GA0698
 GA0698.The geoid height was determined by GEOID03.
 GA0698
 GA0698.The dynamic height is computed by dividing the NAVD 88
 GA0698.geopotential number by the normal gravity value computed on the
 GA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0698.degrees latitude (g = 980.6199 gals.).
 GA0698
 GA0698.The modeled gravity was interpolated from observed gravity values.
 GA0698
 GA0698;                    North         East    Units  Estimated Accuracy
 GA0698;SPC TN       -   203,150.      900,700.      MT  (+/- 180 meters Scaled)
 GA0698
 GA0698                          SUPERSEDED SURVEY CONTROL
 GA0698
 GA0698  NGVD 29 (??/??/92)  501.895  (m)         1646.63   (f) ADJ UNCH    2 0
 GA0698
 GA0698.Superseded values are not recommended for survey control.
 GA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0698.See file dsdata.txt to determine how the superseded data were derived.
 GA0698
 GA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV506983(NAD 83)
 GA0698_MARKER: DB = BENCH MARK DISK
 GA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0698_STAMPING: B 120 1935
 GA0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0698+STABILITY: SURFACE MOTION
 GA0698
 GA0698  HISTORY     - Date     Condition        Report By
 GA0698  HISTORY     - 1935     MONUMENTED       CGS
 GA0698  HISTORY     - 1955     GOOD             NGS
 GA0698
 GA0698                          STATION DESCRIPTION
 GA0698
 GA0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0698'1.8 MI S FROM PLEASANT HILL.
 GA0698'1.8 MILES SOUTH ALONG THE HORSE CREEK ROAD FROM THE CROSSROADS
 GA0698'AT PLEASANT HILL, GREENE COUNTY, 0.1 MILE SOUTHEAST OF THE JUNCTION
 GA0698'OF A DIRT ROAD LEADING NORTH TO HORSE CREEK SCHOOL, 50 YARDS EAST
 GA0698'OF AN ABANDONED QUARRY, 100 FEET EAST OF THE WEST VERTEX OF A
 GA0698'TRIANGULAR ROAD INTERSECTION AND WITHIN THE TRIANGLE, 26 FEET
 GA0698'SOUTH OF THE CENTERLINE OF THE EAST AND WEST ROAD, AT A FENCE
 GA0698'LINE, AND LEVEL WITH THE ROAD, 200 FEET NORTHWEST OF CENTERLINE
 GA0698'OF JUNCTION OF ROAD, NORTHWEST AND IN WOODS.  46 FEET NORTH OF
 GA0698'CENTERLINE GRAVEL ROAD AND 1 FOOT BELOW ROAD.  POST AND SIGN SET
 GA0698'AT STATION.  A STANDARD DISK STAMPED B 120 1935 AND SET IN THE
 GA0698'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1009 ***********************************************************************
 GA1009  DESIGNATION -  B 121
 GA1009  PID         -  GA1009
 GA1009  STATE/COUNTY-  TN/COCKE
 GA1009  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1009
 GA1009                         *CURRENT SURVEY CONTROL
 GA1009  ___________________________________________________________________
 GA1009* NAD 83(1986)-  36 00 23.     (N)    082 51 16.     (W)     SCALED    
 GA1009* NAVD 88     -       428.14   (+/-2cm)    1404.7    (feet)  VERTCON   
 GA1009  ___________________________________________________________________
 GA1009  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1009
 GA1009  VERT ORDER  -  ? (See Below)
 GA1009
 GA1009.The horizontal coordinates were scaled from a topographic map and have
 GA1009.an estimated accuracy of +/- 6 seconds.
 GA1009
 GA1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1009.The vertical order pertains to the NGVD 29 superseded value.
 GA1009
 GA1009.The geoid height was determined by GEOID03.
 GA1009
 GA1009;                    North         East    Units  Estimated Accuracy
 GA1009;SPC TN       -   190,180.      883,530.      MT  (+/- 180 meters Scaled)
 GA1009
 GA1009                          SUPERSEDED SURVEY CONTROL
 GA1009
 GA1009  NGVD 29 (??/??/92)  428.261  (m)         1405.05   (f) ADJ UNCH    ?  
 GA1009
 GA1009.Superseded values are not recommended for survey control.
 GA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1009.See file dsdata.txt to determine how the superseded data were derived.
 GA1009
 GA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV328862(NAD 83)
 GA1009_MARKER: DB = BENCH MARK DISK
 GA1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1009+STABILITY: SURFACE MOTION
 GA1009
 GA1009  HISTORY     - Date     Condition        Report By
 GA1009  HISTORY     - UNK      MONUMENTED       CGS
 GA1009  HISTORY     - 1938     GOOD             TVA
 GA1009  HISTORY     - 1950     GOOD             TVA
 GA1009
 GA1009                          STATION DESCRIPTION
 GA1009
 GA1009'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA1009'13.6 MI NE FROM WOLF CREEK.
 GA1009'IN GREENE COUNTY, 13.6 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 GA1009'FROM WOLF CREEK, COCKE COUNTY, 112 FEET NORTHWEST OF A WOODEN
 GA1009'BRIDGE OVER COVE CREEK, ON THE PROPERTY OF MRS. ANNIE CRUM, 89.7
 GA1009'FEET SOUTHWEST OF SOUTHWEST CORNER OF A PORCH OF A 1-STORY WHITE
 GA1009'HOUSE, 110 FEET NORTH OF A LARGE BARN, 39 FEET SOUTHWEST OF
 GA1009'NORTHWEST END OF RETAINING WALL, 25 FEET SOUTHWEST OF COVE CREEK,
 GA1009'24 FEET NORTHEAST OF THE CENTERLINE OF ROAD, 18.3 FEET SOUTHEAST
 GA1009'OF A 12-INCH WALNUT TREE, 12.4 FEET NORTHWEST OF A 10-INCH LOCUST
 GA1009'TREE, 6 FEET SOUTHWEST OF AN OLD ROAD, AND IN A TRIANGULAR PLOT
 GA1009'OF GRASS ENCLOSED BY A WIRE FENCE.  A STANDARD DISK, SET IN THE
 GA1009'TOP OF A CONCRETE POST.
 GA1009
 GA1009                          STATION RECOVERY (1950)
 GA1009
 GA1009'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1274 ***********************************************************************
 FB1274  DESIGNATION -  B 122
 FB1274  PID         -  FB1274
 FB1274  STATE/COUNTY-  TN/COCKE
 FB1274  USGS QUAD   -  NEWPORT (1992)
 FB1274
 FB1274                         *CURRENT SURVEY CONTROL
 FB1274  ___________________________________________________________________
 FB1274* NAD 83(1986)-  35 53 03.     (N)    083 14 31.     (W)     SCALED    
 FB1274* NAVD 88     -       398.02   (+/-2cm)    1305.8    (feet)  VERTCON   
 FB1274  ___________________________________________________________________
 FB1274  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FB1274
 FB1274  VERT ORDER  -  ? (See Below)
 FB1274
 FB1274.The horizontal coordinates were scaled from a topographic map and have
 FB1274.an estimated accuracy of +/- 6 seconds.
 FB1274
 FB1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1274.The vertical order pertains to the NGVD 29 superseded value.
 FB1274
 FB1274.The geoid height was determined by GEOID03.
 FB1274
 FB1274;                    North         East    Units  Estimated Accuracy
 FB1274;SPC TN       -   175,570.      848,990.      MT  (+/- 180 meters Scaled)
 FB1274
 FB1274                          SUPERSEDED SURVEY CONTROL
 FB1274
 FB1274  NGVD 29 (??/??/92)  398.186  (m)         1306.38   (f) ADJ UNCH    ?  
 FB1274
 FB1274.Superseded values are not recommended for survey control.
 FB1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1274.See file dsdata.txt to determine how the superseded data were derived.
 FB1274
 FB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV976734(NAD 83)
 FB1274_MARKER: DB = BENCH MARK DISK
 FB1274_SETTING: 66 = SET IN ROCK OUTCROP
 FB1274_SP_SET: ROCK OUTCROP
 FB1274_STAMPING: B 122 1935
 FB1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1274+STABILITY: POSITION/ELEVATION WELL
 FB1274
 FB1274  HISTORY     - Date     Condition        Report By
 FB1274  HISTORY     - 1935     MONUMENTED       CGS
 FB1274  HISTORY     - 1949     GOOD             NGS
 FB1274
 FB1274                          STATION DESCRIPTION
 FB1274
 FB1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1274'1 MI NE FROM JENKINS CHURCH.
 FB1274'1.0 MILE NORTHEAST ALONG THE JONES COVE-SARDIS ROAD FROM
 FB1274'JENKINS CHURCH, COCKE COUNTY, ON THE PROPERTY OF B.L. CLICK, 195
 FB1274'FEET NORTH OF THE CLICK WHITE HOUSE, 90 FEET WEST OF AN UNPAINTED
 FB1274'HOUSE, 56 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARDEN FENCE,
 FB1274'18.5 FEET NORTHEAST OF A 14-INCH WALNUT TREE, 24 FEET SOUTHEAST
 FB1274'OF THE ROAD, ON A BANK 8 FEET ABOVE THE ROAD, AND IN THE TOP OF
 FB1274'A ROCK OUTCROP.  A STANDARD DISK, STAMPED B 122 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1326 ***********************************************************************
 FB1326  DESIGNATION -  B 125
 FB1326  PID         -  FB1326
 FB1326  STATE/COUNTY-  TN/COCKE
 FB1326  USGS QUAD   -  WATERVILLE (1968)
 FB1326
 FB1326                         *CURRENT SURVEY CONTROL
 FB1326  ___________________________________________________________________
 FB1326* NAD 83(1986)-  35 50 26.     (N)    083 06 40.     (W)     SCALED    
 FB1326* NAVD 88     -       518.83   (+/-2cm)    1702.2    (feet)  VERTCON   
 FB1326  ___________________________________________________________________
 FB1326  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1326
 FB1326  VERT ORDER  -  ? (See Below)
 FB1326
 FB1326.The horizontal coordinates were scaled from a topographic map and have
 FB1326.an estimated accuracy of +/- 6 seconds.
 FB1326
 FB1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1326.The vertical order pertains to the NGVD 29 superseded value.
 FB1326
 FB1326.The geoid height was determined by GEOID03.
 FB1326
 FB1326;                    North         East    Units  Estimated Accuracy
 FB1326;SPC TN       -   171,080.      860,950.      MT  (+/- 180 meters Scaled)
 FB1326
 FB1326                          SUPERSEDED SURVEY CONTROL
 FB1326
 FB1326  NGVD 29 (??/??/92)  518.965  (m)         1702.64   (f) ADJ UNCH    ?  
 FB1326
 FB1326.Superseded values are not recommended for survey control.
 FB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1326.See file dsdata.txt to determine how the superseded data were derived.
 FB1326
 FB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV093683(NAD 83)
 FB1326_MARKER: DB = BENCH MARK DISK
 FB1326_SETTING: 66 = SET IN ROCK OUTCROP
 FB1326_SP_SET: ROCK OUTCROP
 FB1326_STAMPING: B 125 1935
 FB1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1326+STABILITY: POSITION/ELEVATION WELL
 FB1326
 FB1326  HISTORY     - Date     Condition        Report By
 FB1326  HISTORY     - 1935     MONUMENTED       CGS
 FB1326  HISTORY     - 1949     GOOD             NGS
 FB1326
 FB1326                          STATION DESCRIPTION
 FB1326
 FB1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1326'2.8 MI NE FROM HARTFORD.
 FB1326'2.8 MILES NORTHEAST ALONG THE CRIPPLE CREEK ROAD FROM HARTFORD,
 FB1326'COCKE COUNTY, 500 FEET SOUTHWEST OF THE WILL LEATHERWOOD HOUSE,
 FB1326'AT A LONG CURVE, NEAR THE MIDDLE OF A LARGE CUT, 44.8 FEET NORTH
 FB1326'OF AN 11-INCH POPLAR TREE, 38.5 FEET NORTHWEST OF A 5-INCH
 FB1326'POPLAR TREE, 30 FEET NORTHWEST OF A BRANCH, 5 FEET NORTHWEST OF
 FB1326'THE ROAD, AND IN THE FACE OF A ROCK OUTCROP.  A STANDARD DISK,
 FB1326'STAMPED B 125 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1356 ***********************************************************************
 FB1356  DESIGNATION -  B 126
 FB1356  PID         -  FB1356
 FB1356  STATE/COUNTY-  TN/COCKE
 FB1356  USGS QUAD   -  WATERVILLE (1968)
 FB1356
 FB1356                         *CURRENT SURVEY CONTROL
 FB1356  ___________________________________________________________________
 FB1356* NAD 83(1986)-  35 47 11.     (N)    083 00 04.     (W)     SCALED    
 FB1356* NAVD 88     -       927.38   (+/-2cm)    3042.6    (feet)  VERTCON   
 FB1356  ___________________________________________________________________
 FB1356  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB1356
 FB1356  VERT ORDER  -  ? (See Below)
 FB1356
 FB1356.The horizontal coordinates were scaled from a topographic map and have
 FB1356.an estimated accuracy of +/- 6 seconds.
 FB1356
 FB1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1356.The vertical order pertains to the NGVD 29 superseded value.
 FB1356
 FB1356.The geoid height was determined by GEOID03.
 FB1356
 FB1356;                    North         East    Units  Estimated Accuracy
 FB1356;SPC TN       -   165,370.      871,060.      MT  (+/- 180 meters Scaled)
 FB1356
 FB1356                          SUPERSEDED SURVEY CONTROL
 FB1356
 FB1356  NGVD 29 (??/??/92)  927.453  (m)         3042.82   (f) ADJ UNCH    ?  
 FB1356
 FB1356.Superseded values are not recommended for survey control.
 FB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1356.See file dsdata.txt to determine how the superseded data were derived.
 FB1356
 FB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV191621(NAD 83)
 FB1356_MARKER: DB = BENCH MARK DISK
 FB1356_SETTING: 66 = SET IN ROCK OUTCROP
 FB1356_SP_SET: ROCK OUTCROP
 FB1356_STAMPING: B 126 1935
 FB1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1356+STABILITY: POSITION/ELEVATION WELL
 FB1356
 FB1356  HISTORY     - Date     Condition        Report By
 FB1356  HISTORY     - 1935     MONUMENTED       CGS
 FB1356  HISTORY     - 1938     GOOD             TVA
 FB1356
 FB1356                          STATION DESCRIPTION
 FB1356
 FB1356'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1356'5.1 MI SE FROM NEW PROSPECT SCHOOL.
 FB1356'5.1 MILES SOUTHEAST ALONG THE GULF FORK ROAD, THE DEEP GAP
 FB1356'CREEK ROAD AND THE NAILLON-BROWN GAP TRAIL FROM THE ROAD JUNCTION
 FB1356'AT NEW PROSPECT SCHOOL, COCKE COUNTY, ON THE PROPERTY OF CHAMPION
 FB1356'FIBER CO., 25 FEET WEST OF THE CROSSING OF BROWN GAP CREEK,
 FB1356'AT THE SOUTHWEST EDGE OF THE TRAIL, 14.9 FEET NORTHEAST OF A
 FB1356'6-INCH ELM TREE, 6.5 FEET NORTHWEST OF THE NORTH EDGE OF A LARGE
 FB1356'BOULDER SHAPED LIKE AN ARROWHEAD, AND IN THE TOP OF A ROCK
 FB1356'OUTCROP.  A STANDARD DISK, STAMPED B 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1791 ***********************************************************************
 GA1791  DESIGNATION -  B 129
 GA1791  PID         -  GA1791
 GA1791  STATE/COUNTY-  TN/HAMBLEN
 GA1791  USGS QUAD   -  MORRISTOWN (1979)
 GA1791
 GA1791                         *CURRENT SURVEY CONTROL
 GA1791  ___________________________________________________________________
 GA1791* NAD 83(1986)-  36 12 42.     (N)    083 17 30.     (W)     SCALED    
 GA1791* NAVD 88     -       390.828  (meters)    1282.24   (feet)  ADJUSTED  
 GA1791  ___________________________________________________________________
 GA1791  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1791  DYNAMIC HT  -         390.468 (meters)    1281.06  (feet)  COMP
 GA1791  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1791
 GA1791  VERT ORDER  -  FIRST     CLASS II
 GA1791
 GA1791.The horizontal coordinates were scaled from a topographic map and have
 GA1791.an estimated accuracy of +/- 6 seconds.
 GA1791
 GA1791.The orthometric height was determined by differential leveling
 GA1791.and adjusted by the National Geodetic Survey in June 1991..
 GA1791
 GA1791.The geoid height was determined by GEOID03.
 GA1791
 GA1791.The dynamic height is computed by dividing the NAVD 88
 GA1791.geopotential number by the normal gravity value computed on the
 GA1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1791.degrees latitude (g = 980.6199 gals.).
 GA1791
 GA1791.The modeled gravity was interpolated from observed gravity values.
 GA1791
 GA1791;                    North         East    Units  Estimated Accuracy
 GA1791;SPC TN       -   211,770.      843,500.      MT  (+/- 180 meters Scaled)
 GA1791
 GA1791                          SUPERSEDED SURVEY CONTROL
 GA1791
 GA1791  NGVD 29 (??/??/92)  390.950  (m)         1282.64   (f) ADJ UNCH    1 2
 GA1791
 GA1791.Superseded values are not recommended for survey control.
 GA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1791.See file dsdata.txt to determine how the superseded data were derived.
 GA1791
 GA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA939098(NAD 83)
 GA1791_MARKER: DB = BENCH MARK DISK
 GA1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1791_STAMPING: B 129 1935
 GA1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1791+STABILITY: SURFACE MOTION
 GA1791
 GA1791  HISTORY     - Date     Condition        Report By
 GA1791  HISTORY     - 1935     MONUMENTED       CGS
 GA1791  HISTORY     - 1943     GOOD             NGS
 GA1791  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1791
 GA1791                          STATION DESCRIPTION
 GA1791
 GA1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GA1791'AT MORRISTOWN.
 GA1791'AT MORRISTOWN, 11 RAILS SOUTH OF THE SOUTHERN RAILWAY STATION,
 GA1791'9 YARDS SOUTH OF THE CENTERLINE OF SECOND STREET SOUTH, 5 YARDS
 GA1791'WEST OF THE WEST RAIL, AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.
 GA1791'A STANDARD DISK, STAMPED B 129 1935 AND SET IN THE TOP OF A
 GA1791'CONCRETE POST.
 GA1791
 GA1791                          STATION RECOVERY (1967)
 GA1791
 GA1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0764 ***********************************************************************
 GD0764  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0764  DESIGNATION -  B 13
 GD0764  PID         -  GD0764
 GD0764  STATE/COUNTY-  TN/LAKE
 GD0764  USGS QUAD   -  TIPTONVILLE (1981)
 GD0764
 GD0764                         *CURRENT SURVEY CONTROL
 GD0764  ___________________________________________________________________
 GD0764* NAD 83(1995)-  36 22 41.79504(N)    089 28 20.45780(W)     ADJUSTED  
 GD0764* NAVD 88     -        91.70   (meters)     300.9    (feet)  GPS OBS   
 GD0764  ___________________________________________________________________
 GD0764  X           -      47,346.484 (meters)                     COMP
 GD0764  Y           -  -5,141,047.799 (meters)                     COMP
 GD0764  Z           -   3,762,105.600 (meters)                     COMP
 GD0764  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GD0764  ELLIP HEIGHT-          63.28  (meters)          (05/31/05) GPS OBS
 GD0764  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0764  DYNAMIC HT  -          91.62  (meters)     300.6   (feet)  COMP
 GD0764  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GD0764
 GD0764  HORZ ORDER  -  FIRST
 GD0764  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0764  ELLP ORDER  -  FOURTH    CLASS II
 GD0764
 GD0764.The horizontal coordinates were established by GPS observations
 GD0764.and adjusted by the National Geodetic Survey in May 2005..
 GD0764
 GD0764.The orthometric height was determined by GPS observations and a
 GD0764.high-resolution geoid model using precise GPS observation and
 GD0764.processing techniques. It supersedes the leveled height previously
 GD0764.determined for this station.
 GD0764.The vertical order pertains to the first NAVD 88 superseded value.
 GD0764
 GD0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0764
 GD0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0764
 GD0764.The ellipsoidal height was determined by GPS observations
 GD0764.and is referenced to NAD 83.
 GD0764
 GD0764.The geoid height was determined by GEOID03.
 GD0764
 GD0764.The dynamic height is computed by dividing the NAVD 88
 GD0764.geopotential number by the normal gravity value computed on the
 GD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0764.degrees latitude (g = 980.6199 gals.).
 GD0764
 GD0764.The modeled gravity was interpolated from observed gravity values.
 GD0764
 GD0764;                    North         East     Units Scale Factor Converg.
 GD0764;SPC TN       -   232,415.423   288,489.593   MT  0.99999342   -2 01 58.3
 GD0764;SPC TN       -   762,516.27    946,486.27   sFT  0.99999342   -2 01 58.3
 GD0764;UTM  16      - 4,028,745.198   278,221.459   MT  1.00020605   -1 28 01.1
 GD0764
 GD0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0764!SPC TN       -   0.99999007  x   0.99999342  =   0.99998349
 GD0764!UTM  16      -   0.99999007  x   1.00020605  =   1.00019612
 GD0764
 GD0764                          SUPERSEDED SURVEY CONTROL
 GD0764
 GD0764  NAVD 88 (06/15/91)   91.631  (m)          300.63   (f) ADJUSTED    1 1
 GD0764  NGVD 29 (??/??/??)   91.558  (m)          300.39   (f) ADJUSTED    1 1
 GD0764
 GD0764.Superseded values are not recommended for survey control.
 GD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0764.See file dsdata.txt to determine how the superseded data were derived.
 GD0764
 GD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7822128745(NAD 83)
 GD0764_MARKER: DB = BENCH MARK DISK
 GD0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0764_STAMPING: B 13 1935
 GD0764_MARK LOGO: CGS   
 GD0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0764+STABILITY: SURFACE MOTION
 GD0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0764+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0764
 GD0764  HISTORY     - Date     Condition        Report By
 GD0764  HISTORY     - 1935     MONUMENTED       CGS
 GD0764  HISTORY     - 1974     GOOD             NGS
 GD0764  HISTORY     - 19950627 GOOD             USE
 GD0764  HISTORY     - 20020801 GOOD             USACE
 GD0764  HISTORY     - 20030710 GOOD             EMCINC
 GD0764
 GD0764                          STATION DESCRIPTION
 GD0764
 GD0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0764'IN TIPTONVILLE.
 GD0764'AT TIPTONVILLE, AT THE JUNCTION OF COLLEGE STREET AND CHURCH STREET,
 GD0764'SET IN THE SOUTHWEST CORNER OF A CEMETERY, 30.1 FEET NORTH OF THE
 GD0764'CENTER LINE OF CHURCH STREET, 37.6 FEET EAST OF THE CENTER LINE OF
 GD0764'COLLEGE STREET, 8 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD0764'ETHRIDGE HEADSTONE, AND IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GD0764'WITH THE GROUND.
 GD0764
 GD0764                          STATION RECOVERY (1995)
 GD0764
 GD0764'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD0764'RECOVERED AS DESCRIBED.
 GD0764
 GD0764                          STATION RECOVERY (2002)
 GD0764
 GD0764'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0764'RECOVERED IN GOOD CONDITION.
 GD0764
 GD0764                          STATION RECOVERY (2003)
 GD0764
 GD0764'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0764'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2352 ***********************************************************************
 GC2352  DESIGNATION -  B 13
 GC2352  PID         -  GC2352
 GC2352  STATE/COUNTY-  TN/DAVIDSON
 GC2352  USGS QUAD   -  WHITES CREEK (1994)
 GC2352
 GC2352                         *CURRENT SURVEY CONTROL
 GC2352  ___________________________________________________________________
 GC2352* NAD 83(1995)-  36 18 29.10847(N)    086 49 27.71455(W)     ADJUSTED  
 GC2352* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GC2352  ___________________________________________________________________
 GC2352  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GC2352  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2352
 GC2352  HORZ ORDER  -  SECOND
 GC2352
 GC2352.The horizontal coordinates were established by classical geodetic methods
 GC2352.and adjusted by the National Geodetic Survey in April 1999..
 GC2352
 GC2352.The orthometric height was scaled from a topographic map.
 GC2352
 GC2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2352
 GC2352.The geoid height was determined by GEOID03.
 GC2352
 GC2352;                    North         East     Units Scale Factor Converg.
 GC2352;SPC TN       -   219,411.824   525,964.543   MT  0.99998254   -0 28 57.4
 GC2352;SPC TN       -   719,853.63  1,725,602.00   sFT  0.99998254   -0 28 57.4
 GC2352;UTM  16      - 4,018,134.850   515,767.760   MT  0.99960306   +0 06 14.4
 GC2352
 GC2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2352!SPC TN       -   0.99997826  x   0.99998254  =   0.99996080
 GC2352!UTM  16      -   0.99997826  x   0.99960306  =   0.99958133
 GC2352
 GC2352                          SUPERSEDED SURVEY CONTROL
 GC2352
 GC2352  NAD 83(1995)-  36 18 29.11005(N)    086 49 27.71631(W) AD(       ) 2
 GC2352  NAD 83(1995)-  36 18 29.11295(N)    086 49 27.71733(W) AD(       ) 2
 GC2352  NAD 83(1986)-  36 18 29.11855(N)    086 49 27.71764(W) AD(       ) 2
 GC2352  NAD 27      -  36 18 28.93257(N)    086 49 27.72487(W) AD(       ) 2
 GC2352
 GC2352.Superseded values are not recommended for survey control.
 GC2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2352.See file dsdata.txt to determine how the superseded data were derived.
 GC2352
 GC2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1576818135(NAD 83)
 GC2352_MARKER: DD = SURVEY DISK
 GC2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2352+STABILITY: SURFACE MOTION
 GC2352
 GC2352  HISTORY     - Date     Condition        Report By
 GC2352  HISTORY     - 1965     MONUMENTED       TNHD
 GC2352
 GC2352                          STATION DESCRIPTION
 GC2352
 GC2352'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC2352'SEE STATION CLAY TNHD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2211 ***********************************************************************
 GA2211  DESIGNATION -  B 130
 GA2211  PID         -  GA2211
 GA2211  STATE/COUNTY-  TN/KNOX
 GA2211  USGS QUAD   -  MASCOT (1987)
 GA2211
 GA2211                         *CURRENT SURVEY CONTROL
 GA2211  ___________________________________________________________________
 GA2211* NAD 83(1986)-  36 03 38.     (N)    083 42 14.     (W)     SCALED    
 GA2211* NAVD 88     -       272.470  (meters)     893.93   (feet)  ADJUSTED  
 GA2211  ___________________________________________________________________
 GA2211  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2211  DYNAMIC HT  -         272.220 (meters)     893.11  (feet)  COMP
 GA2211  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GA2211
 GA2211  VERT ORDER  -  FIRST     CLASS I
 GA2211
 GA2211.The horizontal coordinates were scaled from a topographic map and have
 GA2211.an estimated accuracy of +/- 6 seconds.
 GA2211
 GA2211.The orthometric height was determined by differential leveling
 GA2211.and adjusted by the National Geodetic Survey in June 1991..
 GA2211
 GA2211.The geoid height was determined by GEOID03.
 GA2211
 GA2211.The dynamic height is computed by dividing the NAVD 88
 GA2211.geopotential number by the normal gravity value computed on the
 GA2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2211.degrees latitude (g = 980.6199 gals.).
 GA2211
 GA2211.The modeled gravity was interpolated from observed gravity values.
 GA2211
 GA2211;                    North         East    Units  Estimated Accuracy
 GA2211;SPC TN       -   194,060.      806,840.      MT  (+/- 180 meters Scaled)
 GA2211
 GA2211                          SUPERSEDED SURVEY CONTROL
 GA2211
 GA2211  NGVD 29 (??/??/92)  272.598  (m)          894.35   (f) ADJ UNCH    1 1
 GA2211
 GA2211.Superseded values are not recommended for survey control.
 GA2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2211.See file dsdata.txt to determine how the superseded data were derived.
 GA2211
 GA2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV564940(NAD 83)
 GA2211_MARKER: DB = BENCH MARK DISK
 GA2211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2211_SP_SET: OVERPASS
 GA2211_STAMPING: B 130 1936
 GA2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2211
 GA2211  HISTORY     - Date     Condition        Report By
 GA2211  HISTORY     - 1936     MONUMENTED       CGS
 GA2211  HISTORY     - 1967     GOOD             NGS
 GA2211
 GA2211                          STATION DESCRIPTION
 GA2211
 GA2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2211'2 MI E FROM MASCOT.
 GA2211'ABOUT 2.0 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2211'CHURCH AT MASCOT, ABOUT 1.1 MILES WEST OF THE POST OFFICE AT
 GA2211'STRAWBERRY PLAINS, ALONG THE SOUTHERN RAILWAY, SET ON THE TOP OF
 GA2211'THE SOUTH END OF THE WEST ABUTMENT OF A RAILROAD OVERPASS OVER
 GA2211'THE ROAD, 3.4 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK
 GA2211'AND 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0016 ***********************************************************************
 FC0016  DESIGNATION -  B 131
 FC0016  PID         -  FC0016
 FC0016  STATE/COUNTY-  TN/MONROE
 FC0016  USGS QUAD   -  PHILADELPHIA (1974)
 FC0016
 FC0016                         *CURRENT SURVEY CONTROL
 FC0016  ___________________________________________________________________
 FC0016* NAD 83(1986)-  35 37 35.     (N)    084 26 49.     (W)     SCALED    
 FC0016* NAVD 88     -       275.622  (meters)     904.27   (feet)  POSTED    
 FC0016  ___________________________________________________________________
 FC0016  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0016  DYNAMIC HT  -         275.360 (meters)     903.41  (feet)  COMP
 FC0016  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC0016
 FC0016  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC0016
 FC0016.The horizontal coordinates were scaled from a topographic map and have
 FC0016.an estimated accuracy of +/- 6 seconds.
 FC0016
 FC0016.The orthometric height was determined by differential leveling
 FC0016.and adjusted by the National Geodetic Survey in 1992..
 FC0016.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC0016.rate greater than 8.0 mm/km.
 FC0016
 FC0016.The geoid height was determined by GEOID03.
 FC0016
 FC0016.The dynamic height is computed by dividing the NAVD 88
 FC0016.geopotential number by the normal gravity value computed on the
 FC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0016.degrees latitude (g = 980.6199 gals.).
 FC0016
 FC0016.The modeled gravity was interpolated from observed gravity values.
 FC0016
 FC0016;                    North         East    Units  Estimated Accuracy
 FC0016;SPC TN       -   144,580.      740,670.      MT  (+/- 180 meters Scaled)
 FC0016
 FC0016                          SUPERSEDED SURVEY CONTROL
 FC0016
 FC0016  NGVD 29 (??/??/92)  275.712  (m)          904.57   (f) ADJ UNCH    1 2
 FC0016
 FC0016.Superseded values are not recommended for survey control.
 FC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0016.See file dsdata.txt to determine how the superseded data were derived.
 FC0016
 FC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE312455(NAD 83)
 FC0016_MARKER: DB = BENCH MARK DISK
 FC0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0016_STAMPING: B 131 1936
 FC0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0016+STABILITY: SURFACE MOTION
 FC0016
 FC0016  HISTORY     - Date     Condition        Report By
 FC0016  HISTORY     - 1936     MONUMENTED       CGS
 FC0016  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0016
 FC0016                          STATION DESCRIPTION
 FC0016
 FC0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FC0016'2.2 MI NE FROM SWEETWATER.
 FC0016'NOTE-- THE HIGHWAY IS PAVED, THE OVERPASS IS WOODEN.  2.2 MILES
 FC0016'NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT SWEETWATER,
 FC0016'MONROE COUNTY, 7 POLES NORTH OF MILEPOST 170, AT A CONCRETE
 FC0016'HIGHWAY OVERPASS, 41 FEET NORTHEAST OF THE WEST END OF THE
 FC0016'SOUTHWEST ABUTMENT, 6.5 FEET NORTH OF THE NORTH SIDE OF THE
 FC0016'SECOND SUPPORT FROM THE ABUTMENT, IN THE SOUTHEAST CORNER OF A
 FC0016'CULTIVATED FIELD OWNED BY C.W. PARKS, 38.8 FEET WEST OF THE WEST
 FC0016'RAIL, 12 FEET WEST OF A POLE, AND ABOUT 8 FEET HIGHER THAN THE
 FC0016'RAIL.  A STANDARD DISK, STAMPED B 131 1936 AND SET IN THE TOP
 FC0016'OF A CONCRETE POST.
 FC0016
 FC0016                          STATION RECOVERY (1968)
 FC0016
 FC0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2270 ***********************************************************************
 GA2270  DESIGNATION -  B 132
 GA2270  PID         -  GA2270
 GA2270  STATE/COUNTY-  TN/UNION
 GA2270  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2270
 GA2270                         *CURRENT SURVEY CONTROL
 GA2270  ___________________________________________________________________
 GA2270* NAD 83(1986)-  36 14 16.     (N)    083 54 10.     (W)     SCALED    
 GA2270* NAVD 88     -       375.530  (meters)    1232.05   (feet)  ADJUSTED  
 GA2270  ___________________________________________________________________
 GA2270  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2270  DYNAMIC HT  -         375.186 (meters)    1230.92  (feet)  COMP
 GA2270  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 GA2270
 GA2270  VERT ORDER  -  SECOND    CLASS 0
 GA2270
 GA2270.The horizontal coordinates were scaled from a topographic map and have
 GA2270.an estimated accuracy of +/- 6 seconds.
 GA2270
 GA2270.The orthometric height was determined by differential leveling
 GA2270.and adjusted by the National Geodetic Survey in June 1991..
 GA2270
 GA2270.The geoid height was determined by GEOID03.
 GA2270
 GA2270.The dynamic height is computed by dividing the NAVD 88
 GA2270.geopotential number by the normal gravity value computed on the
 GA2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2270.degrees latitude (g = 980.6199 gals.).
 GA2270
 GA2270.The modeled gravity was interpolated from observed gravity values.
 GA2270
 GA2270;                    North         East    Units  Estimated Accuracy
 GA2270;SPC TN       -   213,320.      788,510.      MT  (+/- 180 meters Scaled)
 GA2270
 GA2270                          SUPERSEDED SURVEY CONTROL
 GA2270
 GA2270  NGVD 29 (??/??/92)  375.630  (m)         1232.38   (f) ADJ UNCH    2 0
 GA2270
 GA2270.Superseded values are not recommended for survey control.
 GA2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2270.See file dsdata.txt to determine how the superseded data were derived.
 GA2270
 GA2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA391142(NAD 83)
 GA2270_MARKER: DB = BENCH MARK DISK
 GA2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2270_STAMPING: B 132 1936
 GA2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2270+STABILITY: SURFACE MOTION
 GA2270
 GA2270  HISTORY     - Date     Condition        Report By
 GA2270  HISTORY     - 1936     MONUMENTED       CGS
 GA2270  HISTORY     - 1949     GOOD             NGS
 GA2270
 GA2270                          STATION DESCRIPTION
 GA2270
 GA2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2270'1.4 MI E FROM NEW LOYSTON.
 GA2270'1.4 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM VALLEY GROVE
 GA2270'CHURCH AT NEW LOYSTON, UNION COUNTY, 0.3 MILE WEST OF A ROAD
 GA2270'INTERSECTION, AT THE TOP OF A HILL, 250 YARDS EAST OF A SMALL
 GA2270'FRAMEHOUSE, OPPOSITE A FIELD OF TREE STUMPS, IN LINE WITH A
 GA2270'24-INCH POPLAR TREE AND A 24-INCH OAK TREE, 15 FEET WEST OF
 GA2270'A NORTH-AND-SOUTH PROPERTY-LINE FENCE, 30 FEET SOUTH OF THE
 GA2270'CENTERLINE OF THE ROAD, AND NEAR A STEEL POST WITH A
 GA2270'CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED B 132 1936 AND
 GA2270'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2004 ***********************************************************************
 FB2004  DESIGNATION -  B 132
 FB2004  PID         -  FB2004
 FB2004  STATE/COUNTY-  TN/BLOUNT
 FB2004  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2004
 FB2004                         *CURRENT SURVEY CONTROL
 FB2004  ___________________________________________________________________
 FB2004* NAD 83(1986)-  35 44 34.     (N)    083 57 36.     (W)     SCALED    
 FB2004* NAVD 88     -       299.891  (meters)     983.89   (feet)  ADJUSTED  
 FB2004  ___________________________________________________________________
 FB2004  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB2004  DYNAMIC HT  -         299.607 (meters)     982.96  (feet)  COMP
 FB2004  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FB2004
 FB2004  VERT ORDER  -  SECOND    CLASS 0
 FB2004
 FB2004.The horizontal coordinates were scaled from a topographic map and have
 FB2004.an estimated accuracy of +/- 6 seconds.
 FB2004
 FB2004.The orthometric height was determined by differential leveling
 FB2004.and adjusted by the National Geodetic Survey in June 1991..
 FB2004
 FB2004.The geoid height was determined by GEOID03.
 FB2004
 FB2004.The dynamic height is computed by dividing the NAVD 88
 FB2004.geopotential number by the normal gravity value computed on the
 FB2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2004.degrees latitude (g = 980.6199 gals.).
 FB2004
 FB2004.The modeled gravity was interpolated from observed gravity values.
 FB2004
 FB2004;                    North         East    Units  Estimated Accuracy
 FB2004;SPC TN       -   158,300.      784,510.      MT  (+/- 180 meters Scaled)
 FB2004
 FB2004                          SUPERSEDED SURVEY CONTROL
 FB2004
 FB2004  NGVD 29 (??/??/92)  300.001  (m)          984.25   (f) ADJ UNCH    2 0
 FB2004
 FB2004.Superseded values are not recommended for survey control.
 FB2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2004.See file dsdata.txt to determine how the superseded data were derived.
 FB2004
 FB2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV323594(NAD 83)
 FB2004_MARKER: DB = BENCH MARK DISK
 FB2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2004_STAMPING: B 132 1935
 FB2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2004+STABILITY: SURFACE MOTION
 FB2004
 FB2004  HISTORY     - Date     Condition        Report By
 FB2004  HISTORY     - 1935     MONUMENTED       CGS
 FB2004  HISTORY     - 1983     GOOD             NGS
 FB2004
 FB2004                          STATION DESCRIPTION
 FB2004
 FB2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2004'0.9 MI SE FROM MARYVILLE.
 FB2004'0.9 MILE SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM THE COURTHOUSE
 FB2004'AT MARYVILLE, 0.1 MILE SOUTHEAST OF A Y-ROAD JUNCTION, ON THE
 FB2004'SOUTHWEST SIDE OF THE ROAD, AT THE SOUTH END OF AN OLD WOODEN FIELD
 FB2004'GATE, 42.9 FEET SOUTHWEST OF AN 18-INCH RED-OAK TREE, 37.6 FEET
 FB2004'NORTHWEST OF A 4 INCH PINE TREE, 22.9 FEET SOUTHEAST OF AN 18-INCH
 FB2004'RED-OAK TREE, AND 3 FEET INSIDE A WOVEN-WIRE FENCE.  A STANDARD
 FB2004'DISK, STAMPED B 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2004
 FB2004                          STATION RECOVERY (1983)
 FB2004
 FB2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2004'1.6 KM (1.0 MI) SOUTHEAST ALONG COURT STREET FROM THE BLOUNT COUNTY
 FB2004'COURT HOUSE IN MARYVILLE TO THE MARK ON THE RIGHT AT THE JUNCTION OF
 FB2004'DUNCAN DRIVE. 7.01 M (23.0 FT) SOUTHWEST OF THE CENTERLINE OF COURT
 FB2004'STREET. 32.92 M (108.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF ONE
 FB2004'STORY FRAME HOUSE WITH BRICK FOUNDATION 4.88 M (16.0 FT) SOUTHEAST OF
 FB2004'THE CENTER OF DUNCAN DRIVE, 0.46 M (1.6 FT) SOUTH-SOUTHEAST OF A STOP
 FB2004'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0730 ***********************************************************************
 GD0730  DESIGNATION -  B 134
 GD0730  PID         -  GD0730
 GD0730  STATE/COUNTY-  TN/LAKE
 GD0730  USGS QUAD   -  TIPTONVILLE (1981)
 GD0730
 GD0730                         *CURRENT SURVEY CONTROL
 GD0730  ___________________________________________________________________
 GD0730* NAD 83(1986)-  36 22 44.     (N)    089 29 04.     (W)     SCALED    
 GD0730* NAVD 88     -        90.652  (meters)     297.41   (feet)  ADJUSTED  
 GD0730  ___________________________________________________________________
 GD0730  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0730  DYNAMIC HT  -          90.579 (meters)     297.17  (feet)  COMP
 GD0730  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GD0730
 GD0730  VERT ORDER  -  FIRST     CLASS I
 GD0730
 GD0730.The horizontal coordinates were scaled from a topographic map and have
 GD0730.an estimated accuracy of +/- 6 seconds.
 GD0730
 GD0730.The orthometric height was determined by differential leveling
 GD0730.and adjusted by the National Geodetic Survey in June 1991..
 GD0730
 GD0730.The geoid height was determined by GEOID03.
 GD0730
 GD0730.The dynamic height is computed by dividing the NAVD 88
 GD0730.geopotential number by the normal gravity value computed on the
 GD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0730.degrees latitude (g = 980.6199 gals.).
 GD0730
 GD0730.The modeled gravity was interpolated from observed gravity values.
 GD0730
 GD0730;                    North         East    Units  Estimated Accuracy
 GD0730;SPC TN       -   232,520.      287,410.      MT  (+/- 180 meters Scaled)
 GD0730
 GD0730                          SUPERSEDED SURVEY CONTROL
 GD0730
 GD0730  NGVD 29 (??/??/??)   90.581  (m)          297.18   (f) ADJUSTED    1 1
 GD0730
 GD0730.Superseded values are not recommended for survey control.
 GD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0730.See file dsdata.txt to determine how the superseded data were derived.
 GD0730
 GD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF771288(NAD 83)
 GD0730_MARKER: DB = BENCH MARK DISK
 GD0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0730_SP_SET: CONCRETE BASE
 GD0730_STAMPING: B 134 1957
 GD0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0730+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0730
 GD0730  HISTORY     - Date     Condition        Report By
 GD0730  HISTORY     - 1957     MONUMENTED       CGS
 GD0730  HISTORY     - 1974     GOOD             NGS
 GD0730  HISTORY     - 20020801 GOOD             USACE
 GD0730
 GD0730                          STATION DESCRIPTION
 GD0730
 GD0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0730'IN TIPTONVILLE.
 GD0730'AT TIPTONVILLE, SET NORTHEAST OF THE INTERSECTION OF NORTH MAIN STREET
 GD0730'AND CHURCH STREET, IN THE TOP SOUTHWEST CORNER OF THE CONCRETE BASE OF
 GD0730'THE SOUTHWEST LEG OF THE WATER TOWER, 0.7 FOOT NORTHEAST OF THE
 GD0730'SOUTHWEST CORNER, 350 FEET WEST OF COURT STREET, ABOUT 250 FEET EAST
 GD0730'OF NORTH MAIN STREET, 1 FOOT ABOVE GROUND.
 GD0730
 GD0730                          STATION RECOVERY (2002)
 GD0730
 GD0730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0916 ***********************************************************************
 FE0916  DESIGNATION -  B 135
 FE0916  PID         -  FE0916
 FE0916  STATE/COUNTY-  TN/DYER
 FE0916  USGS QUAD   -  FOWLKES (1983)
 FE0916
 FE0916                         *CURRENT SURVEY CONTROL
 FE0916  ___________________________________________________________________
 FE0916* NAD 83(1986)-  35 56 26.     (N)    089 23 18.     (W)     SCALED    
 FE0916* NAVD 88     -        83.562  (meters)     274.15   (feet)  ADJUSTED  
 FE0916  ___________________________________________________________________
 FE0916  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0916  DYNAMIC HT  -          83.491 (meters)     273.92  (feet)  COMP
 FE0916  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 FE0916
 FE0916  VERT ORDER  -  FIRST     CLASS I
 FE0916
 FE0916.The horizontal coordinates were scaled from a topographic map and have
 FE0916.an estimated accuracy of +/- 6 seconds.
 FE0916
 FE0916.The orthometric height was determined by differential leveling
 FE0916.and adjusted by the National Geodetic Survey in June 1991..
 FE0916
 FE0916.The geoid height was determined by GEOID03.
 FE0916
 FE0916.The dynamic height is computed by dividing the NAVD 88
 FE0916.geopotential number by the normal gravity value computed on the
 FE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0916.degrees latitude (g = 980.6199 gals.).
 FE0916
 FE0916.The modeled gravity was interpolated from observed gravity values.
 FE0916
 FE0916;                    North         East    Units  Estimated Accuracy
 FE0916;SPC TN       -   183,610.      294,340.      MT  (+/- 180 meters Scaled)
 FE0916
 FE0916                          SUPERSEDED SURVEY CONTROL
 FE0916
 FE0916  NGVD 29 (??/??/??)   83.500  (m)          273.95   (f) ADJUSTED    1 1
 FE0916
 FE0916.Superseded values are not recommended for survey control.
 FE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0916.See file dsdata.txt to determine how the superseded data were derived.
 FE0916
 FE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845799(NAD 83)
 FE0916_MARKER: DB = BENCH MARK DISK
 FE0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0916_STAMPING: B 135 1957
 FE0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0916+STABILITY: SURFACE MOTION
 FE0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0916+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0916
 FE0916  HISTORY     - Date     Condition        Report By
 FE0916  HISTORY     - 1957     MONUMENTED       CGS
 FE0916  HISTORY     - 1974     GOOD             NGS
 FE0916  HISTORY     - 20020804 GOOD             USACE
 FE0916
 FE0916                          STATION DESCRIPTION
 FE0916
 FE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0916'1.9 MI S FROM FOWLKES.
 FE0916'ABOUT 1.90 MILES SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0916'BAPTIST CHURCH AT FOWLKES, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF
 FE0916'PAVED ROAD EAST, IN THE TOP OF THE NORTH END OF THE EAST BRIDGE
 FE0916'CURBING OF BRIDGE NO. 23-3-0.78, ABOUT 40 YARDS WEST OF THE WEST
 FE0916'RAIL, 10.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 FE0916'NORTHWEST OF THE NORTHWEST CORNER OF THE EAST CONCRETE BANNISTER,
 FE0916'0.5 FOOT ABOVE HIGHWAY.
 FE0916
 FE0916                          STATION RECOVERY (2002)
 FE0916
 FE0916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1778 ***********************************************************************
 FB1778  DESIGNATION -  B 14
 FB1778  PID         -  FB1778
 FB1778  STATE/COUNTY-  TN/BLOUNT
 FB1778  USGS QUAD   -  CALDERWOOD (1964)
 FB1778
 FB1778                         *CURRENT SURVEY CONTROL
 FB1778  ___________________________________________________________________
 FB1778* NAD 83(1986)-  35 31 27.     (N)    083 59 36.     (W)     SCALED    
 FB1778* NAVD 88     -       266.031  (meters)     872.80   (feet)  ADJUSTED  
 FB1778  ___________________________________________________________________
 FB1778  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB1778  DYNAMIC HT  -         265.773 (meters)     871.96  (feet)  COMP
 FB1778  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 FB1778
 FB1778  VERT ORDER  -  FIRST     CLASS II
 FB1778
 FB1778.The horizontal coordinates were scaled from a topographic map and have
 FB1778.an estimated accuracy of +/- 6 seconds.
 FB1778
 FB1778.The orthometric height was determined by differential leveling
 FB1778.and adjusted by the National Geodetic Survey in June 1991..
 FB1778
 FB1778.The geoid height was determined by GEOID03.
 FB1778
 FB1778.The dynamic height is computed by dividing the NAVD 88
 FB1778.geopotential number by the normal gravity value computed on the
 FB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1778.degrees latitude (g = 980.6199 gals.).
 FB1778
 FB1778.The modeled gravity was interpolated from observed gravity values.
 FB1778
 FB1778;                    North         East    Units  Estimated Accuracy
 FB1778;SPC TN       -   133,990.      781,990.      MT  (+/- 180 meters Scaled)
 FB1778
 FB1778                          SUPERSEDED SURVEY CONTROL
 FB1778
 FB1778  NGVD 29 (??/??/92)  266.145  (m)          873.18   (f) ADJ UNCH    1 2
 FB1778
 FB1778.Superseded values are not recommended for survey control.
 FB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1778.See file dsdata.txt to determine how the superseded data were derived.
 FB1778
 FB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV285352(NAD 83)
 FB1778_MARKER: DD = SURVEY DISK
 FB1778_SETTING: 66 = SET IN ROCK OUTCROP
 FB1778_SP_SET: ROCK LEDGE
 FB1778_STAMPING: B 14 1928
 FB1778_MARK LOGO: USGS  
 FB1778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1778+STABILITY: POSITION/ELEVATION WELL
 FB1778
 FB1778  HISTORY     - Date     Condition        Report By
 FB1778  HISTORY     - 1928     MONUMENTED       USGS
 FB1778  HISTORY     - 1941     GOOD             NGS
 FB1778  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1778
 FB1778                          STATION DESCRIPTION
 FB1778
 FB1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FB1778'2 MI N FROM CALDERWOOD.
 FB1778'2.0 MILES NORTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FB1778'STATION AT CALDERWOOD, BLOUNT COUNTY, ABOUT 140 FEET SOUTH OF THE
 FB1778'CROSSING OF STATE HIGHWAY 72, 40 FEET EAST OF THE CENTERLINE OF
 FB1778'THE HIGHWAY, IN A ROCK LEDGE NORTH OF TABCAT CREEK, AND ABOUT
 FB1778'4 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 FB1778'STANDARD DISK, STAMPED B 14 1928.
 FB1778
 FB1778                          STATION RECOVERY (1983)
 FB1778
 FB1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1778'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 FB1778'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0385 ***********************************************************************
 GD0385  DESIGNATION -  B 14
 GD0385  PID         -  GD0385
 GD0385  STATE/COUNTY-  TN/OBION
 GD0385  USGS QUAD   -  HARRIS (1983)
 GD0385
 GD0385                         *CURRENT SURVEY CONTROL
 GD0385  ___________________________________________________________________
 GD0385* NAD 83(1986)-  36 23 20.     (N)    088 58 12.     (W)     SCALED    
 GD0385* NAVD 88     -        95.088  (meters)     311.97   (feet)  ADJUSTED  
 GD0385  ___________________________________________________________________
 GD0385  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0385  DYNAMIC HT  -          95.012 (meters)     311.72  (feet)  COMP
 GD0385  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GD0385
 GD0385  VERT ORDER  -  SECOND    CLASS 0
 GD0385
 GD0385.The horizontal coordinates were scaled from a topographic map and have
 GD0385.an estimated accuracy of +/- 6 seconds.
 GD0385
 GD0385.The orthometric height was determined by differential leveling
 GD0385.and adjusted by the National Geodetic Survey in June 1991..
 GD0385
 GD0385.The geoid height was determined by GEOID03.
 GD0385
 GD0385.The dynamic height is computed by dividing the NAVD 88
 GD0385.geopotential number by the normal gravity value computed on the
 GD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0385.degrees latitude (g = 980.6199 gals.).
 GD0385
 GD0385.The modeled gravity was interpolated from observed gravity values.
 GD0385
 GD0385;                    North         East    Units  Estimated Accuracy
 GD0385;SPC TN       -   232,110.      333,580.      MT  (+/- 180 meters Scaled)
 GD0385
 GD0385                          SUPERSEDED SURVEY CONTROL
 GD0385
 GD0385  NGVD 29 (??/??/??)   95.092  (m)          311.98   (f) ADJUSTED    2 0
 GD0385
 GD0385.Superseded values are not recommended for survey control.
 GD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0385.See file dsdata.txt to determine how the superseded data were derived.
 GD0385
 GD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF233288(NAD 83)
 GD0385_MARKER: DB = BENCH MARK DISK
 GD0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0385_STAMPING: B 14 1935
 GD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0385+STABILITY: SURFACE MOTION
 GD0385
 GD0385  HISTORY     - Date     Condition        Report By
 GD0385  HISTORY     - 1935     MONUMENTED       CGS
 GD0385  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0385
 GD0385                          STATION DESCRIPTION
 GD0385
 GD0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0385'5.4 MI E FROM UNION CITY.
 GD0385'5.4 MILES EAST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 GD0385'AT UNION CITY, OBION COUNTY, AT THE FOOT OF A HILL, AT THE EAST
 GD0385'END OF A LONG LEVEL STRETCH OF TANGENT, AT THE NORTHWEST CORNER
 GD0385'OF THE YARD OF A SMALL LOG CABIN, 36 FEET SOUTH OF THE CENTERLINE
 GD0385'OF THE HIGHWAY, 30 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE,
 GD0385'AND 9 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 GD0385'B 14 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATE
 GD0385'HWY 22 HAS BEEN WIDENED IN THE AREA OF THE MARK AND IT IS
 GD0385'ASSUMED THAT THE MARK WAS DESTROYED DURING CONSTRUCTION WORK.
 GD0385
 GD0385                          STATION RECOVERY (1967)
 GD0385
 GD0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0513 ***********************************************************************
 GA0513  DESIGNATION -  B 144 RESET
 GA0513  PID         -  GA0513
 GA0513  STATE/COUNTY-  TN/SULLIVAN
 GA0513  USGS QUAD   -  BOONE DAM (1968)
 GA0513
 GA0513                         *CURRENT SURVEY CONTROL
 GA0513  ___________________________________________________________________
 GA0513* NAD 83(1986)-  36 28 54.     (N)    082 24 32.     (W)     SCALED    
 GA0513* NAVD 88     -       473.987  (meters)    1555.07   (feet)  ADJUSTED  
 GA0513  ___________________________________________________________________
 GA0513  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0513  DYNAMIC HT  -         473.548 (meters)    1553.63  (feet)  COMP
 GA0513  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA0513
 GA0513  VERT ORDER  -  THIRD
 GA0513
 GA0513.This mark is at Tri Cities Regional Airport (TRI)
 GA0513
 GA0513.The horizontal coordinates were scaled from a topographic map and have
 GA0513.an estimated accuracy of +/- 6 seconds.
 GA0513
 GA0513.The orthometric height was determined by differential leveling
 GA0513.and adjusted by the National Geodetic Survey in June 1991..
 GA0513
 GA0513.The geoid height was determined by GEOID03.
 GA0513
 GA0513.The dynamic height is computed by dividing the NAVD 88
 GA0513.geopotential number by the normal gravity value computed on the
 GA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0513.degrees latitude (g = 980.6199 gals.).
 GA0513
 GA0513.The modeled gravity was interpolated from observed gravity values.
 GA0513
 GA0513;                    North         East    Units  Estimated Accuracy
 GA0513;SPC TN       -   244,270.      921,740.      MT  (+/- 180 meters Scaled)
 GA0513
 GA0513                          SUPERSEDED SURVEY CONTROL
 GA0513
 GA0513  NGVD 29 (05/30/89)  474.127  (m)         1555.53   (f) ADJUSTED    3 0
 GA0513
 GA0513.Superseded values are not recommended for survey control.
 GA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0513.See file dsdata.txt to determine how the superseded data were derived.
 GA0513
 GA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA737382(NAD 83)
 GA0513_MARKER: DB = BENCH MARK DISK
 GA0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0513_SP_SET: HANDHOLE COVER
 GA0513_STAMPING: B 144 RESET 1967
 GA0513_MARK LOGO: CGS   
 GA0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0513+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1975
 GA0513
 GA0513  HISTORY     - Date     Condition        Report By
 GA0513  HISTORY     - 1967     MONUMENTED       CGS
 GA0513  HISTORY     - 1971     GOOD             NGS
 GA0513  HISTORY     - 19750512 GOOD             CGS
 GA0513
 GA0513                          STATION DESCRIPTION
 GA0513
 GA0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GA0513'IN HOLSTON.
 GA0513'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 GA0513'THE TRI-CITY AIRPORT, SULLIVAN COUNTY TENNESSEE.  IT IS A
 GA0513'STANDARD DISK CEMENTED IN A DRILL HOLE.  IT IS ABOUT 450 FEET
 GA0513'WEST OF THE TERMINAL CONTROL TOWER, ABOUT 250 FEET NORTHWEST
 GA0513'OF THE NORTHWEST CORNER OF THE NEW TERMINAL BUILDING, 248 FEET
 GA0513'NORTH OF THE SOUTHEAST CORNER OF THE MAIN PARKING LOT, 155 FEET
 GA0513'WEST OF THE SOUTHERLY OF TWO STAIRWAYS LEADING TO THE TERMINAL
 GA0513'BUILDING, 4.8 FEET EAST OF THE EAST CORNER OF FAA HH 19, 2.2
 GA0513'FEET EAST OF THE CENTER OF A METAL MANHOLE COVER.  THE MARK
 GA0513'IS IN ROW B OF THE MAIN PARKING LOT AND IS FLUSH WITH THE
 GA0513'PARKING LOT.
 GA0513
 GA0513                          STATION RECOVERY (1975)
 GA0513
 GA0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 GA0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0825 ***********************************************************************
 FC0825  DESIGNATION -  B 15
 FC0825  PID         -  FC0825
 FC0825  STATE/COUNTY-  TN/RHEA
 FC0825  USGS QUAD   -  EVENSVILLE (1990)
 FC0825
 FC0825                         *CURRENT SURVEY CONTROL
 FC0825  ___________________________________________________________________
 FC0825* NAD 83(1986)-  35 30 04.     (N)    084 59 06.     (W)     SCALED    
 FC0825* NAVD 88     -       241.617  (meters)     792.71   (feet)  ADJUSTED  
 FC0825  ___________________________________________________________________
 FC0825  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0825  DYNAMIC HT  -         241.389 (meters)     791.96  (feet)  COMP
 FC0825  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 FC0825
 FC0825  VERT ORDER  -  SECOND    CLASS 0
 FC0825
 FC0825.The horizontal coordinates were scaled from a topographic map and have
 FC0825.an estimated accuracy of +/- 6 seconds.
 FC0825
 FC0825.The orthometric height was determined by differential leveling
 FC0825.and adjusted by the National Geodetic Survey in June 1991..
 FC0825
 FC0825.The geoid height was determined by GEOID03.
 FC0825
 FC0825.The dynamic height is computed by dividing the NAVD 88
 FC0825.geopotential number by the normal gravity value computed on the
 FC0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0825.degrees latitude (g = 980.6199 gals.).
 FC0825
 FC0825.The modeled gravity was interpolated from observed gravity values.
 FC0825
 FC0825;                    North         East    Units  Estimated Accuracy
 FC0825;SPC TN       -   130,040.      692,080.      MT  (+/- 180 meters Scaled)
 FC0825
 FC0825                          SUPERSEDED SURVEY CONTROL
 FC0825
 FC0825  NGVD 29 (??/??/92)  241.696  (m)          792.96   (f) ADJ UNCH    2 0
 FC0825
 FC0825.Superseded values are not recommended for survey control.
 FC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0825.See file dsdata.txt to determine how the superseded data were derived.
 FC0825
 FC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE827304(NAD 83)
 FC0825_MARKER: DB = BENCH MARK DISK
 FC0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0825_SP_SET: CULVERT
 FC0825_STAMPING: B 15 1933
 FC0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0825
 FC0825  HISTORY     - Date     Condition        Report By
 FC0825  HISTORY     - 1933     MONUMENTED       CGS
 FC0825  HISTORY     - 1949     GOOD             TVA
 FC0825  HISTORY     - 1973     MARK NOT FOUND   TVA
 FC0825
 FC0825                          STATION DESCRIPTION
 FC0825
 FC0825'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FC0825'1.8 MI E FROM DAYTON.
 FC0825'1.8 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0825'BETWEEN THE TOWN AND TENNESSEE RIVER, AT A CURVE ON A GRADE,
 FC0825'NORTH OF THE HIGHWAY, AND IN THE TOP OF THE EAST END OF THE
 FC0825'HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED B
 FC0825'15 1933.  NOTE-- 1949 TVA REPORT.  CAP HAS BEEN BEATEN UP.
 FC0825'STAMPING NOT LEGIBLE.
 FC0825
 FC0825                          STATION RECOVERY (1973)
 FC0825
 FC0825'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1585 ***********************************************************************
 FE1585  DESIGNATION -  B 151
 FE1585  PID         -  FE1585
 FE1585  STATE/COUNTY-  TN/LAUDERDALE
 FE1585  USGS QUAD   -  OPEN LAKE (1983)
 FE1585
 FE1585                         *CURRENT SURVEY CONTROL
 FE1585  ___________________________________________________________________
 FE1585* NAD 83(1986)-  35 46 28.     (N)    089 41 49.     (W)     SCALED    
 FE1585* NAVD 88     -        76.314  (meters)     250.37   (feet)  ADJUSTED  
 FE1585  ___________________________________________________________________
 FE1585  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE1585  DYNAMIC HT  -          76.250 (meters)     250.16  (feet)  COMP
 FE1585  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FE1585
 FE1585  VERT ORDER  -  FIRST     CLASS II
 FE1585
 FE1585.The horizontal coordinates were scaled from a topographic map and have
 FE1585.an estimated accuracy of +/- 6 seconds.
 FE1585
 FE1585.The orthometric height was determined by differential leveling
 FE1585.and adjusted by the National Geodetic Survey in June 1991..
 FE1585.WARNING-Repeat measurements at this control monument indicate possible
 FE1585.vertical movement.
 FE1585
 FE1585.The geoid height was determined by GEOID03.
 FE1585
 FE1585.The dynamic height is computed by dividing the NAVD 88
 FE1585.geopotential number by the normal gravity value computed on the
 FE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1585.degrees latitude (g = 980.6199 gals.).
 FE1585
 FE1585.The modeled gravity was interpolated from observed gravity values.
 FE1585
 FE1585;                    North         East    Units  Estimated Accuracy
 FE1585;SPC TN       -   166,200.      265,820.      MT  (+/- 180 meters Scaled)
 FE1585
 FE1585                          SUPERSEDED SURVEY CONTROL
 FE1585
 FE1585  NGVD 29 (??/??/??)   76.275  (m)          250.25   (f) ADJUSTED    1 2
 FE1585
 FE1585.Superseded values are not recommended for survey control.
 FE1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1585.See file dsdata.txt to determine how the superseded data were derived.
 FE1585
 FE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE562622(NAD 83)
 FE1585_MARKER: DB = BENCH MARK DISK
 FE1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1585_STAMPING: B 151 1943
 FE1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1585+STABILITY: SURFACE MOTION
 FE1585
 FE1585  HISTORY     - Date     Condition        Report By
 FE1585  HISTORY     - 1943     MONUMENTED       CGS
 FE1585  HISTORY     - 1957     GOOD             CGS
 FE1585  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1585
 FE1585                          STATION DESCRIPTION
 FE1585
 FE1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1585'3.8 MI E FROM ASHPORT.
 FE1585'3.75 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1585'75 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 305 FEET
 FE1585'EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER COLD CREEK,
 FE1585'24 FEET SOUTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 2 FEET
 FE1585'WEST OF THE WEST SIDE OF A 40-INCH OAK TREE STUMP, 1 1/2 FEET
 FE1585'EAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF
 FE1585'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1585'2 INCHES.
 FE1585
 FE1585                          STATION RECOVERY (1971)
 FE1585
 FE1585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1766 ***********************************************************************
 FE1766  DESIGNATION -  B 152
 FE1766  PID         -  FE1766
 FE1766  STATE/COUNTY-  TN/LAUDERDALE
 FE1766  USGS QUAD   -  CHIC (1983)
 FE1766
 FE1766                         *CURRENT SURVEY CONTROL
 FE1766  ___________________________________________________________________
 FE1766* NAD 83(1986)-  35 53 12.     (N)    089 41 30.     (W)     SCALED    
 FE1766* NAVD 88     -        78.446  (meters)     257.37   (feet)  ADJUSTED  
 FE1766  ___________________________________________________________________
 FE1766  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE1766  DYNAMIC HT  -          78.379 (meters)     257.15  (feet)  COMP
 FE1766  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 FE1766
 FE1766  VERT ORDER  -  SECOND    CLASS 0
 FE1766
 FE1766.The horizontal coordinates were scaled from a topographic map and have
 FE1766.an estimated accuracy of +/- 6 seconds.
 FE1766
 FE1766.The orthometric height was determined by differential leveling
 FE1766.and adjusted by the National Geodetic Survey in June 1991..
 FE1766
 FE1766.The geoid height was determined by GEOID03.
 FE1766
 FE1766.The dynamic height is computed by dividing the NAVD 88
 FE1766.geopotential number by the normal gravity value computed on the
 FE1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1766.degrees latitude (g = 980.6199 gals.).
 FE1766
 FE1766.The modeled gravity was interpolated from observed gravity values.
 FE1766
 FE1766;                    North         East    Units  Estimated Accuracy
 FE1766;SPC TN       -   178,630.      266,770.      MT  (+/- 180 meters Scaled)
 FE1766
 FE1766                          SUPERSEDED SURVEY CONTROL
 FE1766
 FE1766  NGVD 29 (??/??/??)   78.368  (m)          257.11   (f) ADJUSTED    2 0
 FE1766
 FE1766.Superseded values are not recommended for survey control.
 FE1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1766.See file dsdata.txt to determine how the superseded data were derived.
 FE1766
 FE1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE570747(NAD 83)
 FE1766_MARKER: DB = BENCH MARK DISK
 FE1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1766_STAMPING: B 152 1943
 FE1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1766+STABILITY: SURFACE MOTION
 FE1766
 FE1766  HISTORY     - Date     Condition        Report By
 FE1766  HISTORY     - 1943     MONUMENTED       CGS
 FE1766  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1766
 FE1766                          STATION DESCRIPTION
 FE1766
 FE1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1766'2 MI E FROM BARR.
 FE1766'2.0 MILES EAST ALONG A WINDING TRACK ROAD FROM BARR LANDING,
 FE1766'LAUDERDALE COUNTY, 30.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13
 FE1766'FEET NORTH OF A 48-INCH SYCAMORE TREE, 19 FEET EAST OF A 20-INCH ASH
 FE1766'TREE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 FE1766'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 152 1943 AND SET IN
 FE1766'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FE1766'NOTE-- TRACK ROAD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0481 ***********************************************************************
 FE0481  DESIGNATION -  B 154
 FE0481  PID         -  FE0481
 FE0481  STATE/COUNTY-  TN/MCNAIRY
 FE0481  USGS QUAD   -  GUYS (1983)
 FE0481
 FE0481                         *CURRENT SURVEY CONTROL
 FE0481  ___________________________________________________________________
 FE0481* NAD 83(1986)-  35 00 11.     (N)    088 37 16.     (W)     SCALED    
 FE0481* NAVD 88     -       132.555  (meters)     434.89   (feet)  ADJUSTED  
 FE0481  ___________________________________________________________________
 FE0481  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0481  DYNAMIC HT  -         132.429 (meters)     434.48  (feet)  COMP
 FE0481  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FE0481
 FE0481  VERT ORDER  -  FIRST     CLASS II
 FE0481
 FE0481.The horizontal coordinates were scaled from a topographic map and have
 FE0481.an estimated accuracy of +/- 6 seconds.
 FE0481
 FE0481.The orthometric height was determined by differential leveling
 FE0481.and adjusted by the National Geodetic Survey in June 1991..
 FE0481
 FE0481.The geoid height was determined by GEOID03.
 FE0481
 FE0481.The dynamic height is computed by dividing the NAVD 88
 FE0481.geopotential number by the normal gravity value computed on the
 FE0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0481.degrees latitude (g = 980.6199 gals.).
 FE0481
 FE0481.The modeled gravity was interpolated from observed gravity values.
 FE0481
 FE0481;                    North         East    Units  Estimated Accuracy
 FE0481;SPC TN       -    77,510.      360,750.      MT  (+/- 180 meters Scaled)
 FE0481
 FE0481                          SUPERSEDED SURVEY CONTROL
 FE0481
 FE0481  NGVD 29 (??/??/??)  132.540  (m)          434.84   (f) ADJUSTED    1 2
 FE0481
 FE0481.Superseded values are not recommended for survey control.
 FE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0481.See file dsdata.txt to determine how the superseded data were derived.
 FE0481
 FE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD520745(NAD 83)
 FE0481_MARKER: DB = BENCH MARK DISK
 FE0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0481_SP_SET: CULVERT
 FE0481_STAMPING: B 154 1944
 FE0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0481
 FE0481  HISTORY     - Date     Condition        Report By
 FE0481  HISTORY     - 1944     MONUMENTED       CGS
 FE0481
 FE0481                          STATION DESCRIPTION
 FE0481
 FE0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0481'1.5 MI E FROM CHEWALLA.
 FE0481'1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0481'CHEWALLA, MCNAIRY  COUNTY, AT A LARGE CONCRETE CULVERT, IN THE
 FE0481'TOP OF THE NORTHWEST CORNER OF THE NORTH HEADWALL, 17.8 FEET
 FE0481'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 FE0481'THAN THE TRACK.  A STANDARD DISK, STAMPED B 154 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1008 ***********************************************************************
 FE1008  DESIGNATION -  B 155
 FE1008  PID         -  FE1008
 FE1008  STATE/COUNTY-  TN/HARDEMAN
 FE1008  USGS QUAD   -  SAULSBURY (1981)
 FE1008
 FE1008                         *CURRENT SURVEY CONTROL
 FE1008  ___________________________________________________________________
 FE1008* NAD 83(1986)-  35 02 56.     (N)    089 01 48.     (W)     SCALED    
 FE1008* NAVD 88     -       150.382  (meters)     493.38   (feet)  ADJUSTED  
 FE1008  ___________________________________________________________________
 FE1008  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE1008  DYNAMIC HT  -         150.239 (meters)     492.91  (feet)  COMP
 FE1008  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 FE1008
 FE1008  VERT ORDER  -  FIRST     CLASS II
 FE1008
 FE1008.The horizontal coordinates were scaled from a topographic map and have
 FE1008.an estimated accuracy of +/- 6 seconds.
 FE1008
 FE1008.The orthometric height was determined by differential leveling
 FE1008.and adjusted by the National Geodetic Survey in June 1991..
 FE1008
 FE1008.The geoid height was determined by GEOID03.
 FE1008
 FE1008.The dynamic height is computed by dividing the NAVD 88
 FE1008.geopotential number by the normal gravity value computed on the
 FE1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1008.degrees latitude (g = 980.6199 gals.).
 FE1008
 FE1008.The modeled gravity was interpolated from observed gravity values.
 FE1008
 FE1008;                    North         East    Units  Estimated Accuracy
 FE1008;SPC TN       -    83,670.      323,590.      MT  (+/- 180 meters Scaled)
 FE1008
 FE1008                          SUPERSEDED SURVEY CONTROL
 FE1008
 FE1008  NGVD 29 (??/??/??)  150.333  (m)          493.22   (f) ADJUSTED    1 2
 FE1008
 FE1008.Superseded values are not recommended for survey control.
 FE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1008.See file dsdata.txt to determine how the superseded data were derived.
 FE1008
 FE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD148803(NAD 83)
 FE1008_MARKER: DB = BENCH MARK DISK
 FE1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1008_SP_SET: CONCRETE BASE
 FE1008_STAMPING: XXX 12 1934
 FE1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1008
 FE1008  HISTORY     - Date     Condition        Report By
 FE1008  HISTORY     - 1944     MONUMENTED       CGS
 FE1008  HISTORY     - 1944     GOOD             CGS
 FE1008  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1008
 FE1008                          STATION DESCRIPTION
 FE1008
 FE1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1008'3.3 MI E FROM SAULSBURY.
 FE1008'3.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1008'SAULSBURY, HARDEMAN COUNTY, 2-1/2 POLES EAST OF MILEPOST 491,
 FE1008'AT BLOCK SIGNAL 4910 A, IN THE TOP OF THE NORTHEAST CORNER OF THE
 FE1008'CONCRETE BASE, AND 10 FEET SOUTH OF THE CENTERLINE OF THE
 FE1008'TRACK.  A STANDARD DISK, STAMPED XXX 12 1934.
 FE1008
 FE1008                          STATION RECOVERY (1983)
 FE1008
 FE1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1008'NOT SEARCHED FOR, RAILROAD NOT ACCESSIBLE BY VEHICLE, LEVEL LINE
 FE1008'REROUTED ALONG HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0560 ***********************************************************************
 FE0560  DESIGNATION -  B 156
 FE0560  PID         -  FE0560
 FE0560  STATE/COUNTY-  TN/MCNAIRY
 FE0560  USGS QUAD   -  GUYS (1983)
 FE0560
 FE0560                         *CURRENT SURVEY CONTROL
 FE0560  ___________________________________________________________________
 FE0560* NAD 83(1986)-  35 01 44.     (N)    088 33 26.     (W)     SCALED    
 FE0560* NAVD 88     -       133.735  (meters)     438.76   (feet)  ADJUSTED  
 FE0560  ___________________________________________________________________
 FE0560  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0560  DYNAMIC HT  -         133.608 (meters)     438.35  (feet)  COMP
 FE0560  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FE0560
 FE0560  VERT ORDER  -  FIRST     CLASS II
 FE0560
 FE0560.The horizontal coordinates were scaled from a topographic map and have
 FE0560.an estimated accuracy of +/- 6 seconds.
 FE0560
 FE0560.The orthometric height was determined by differential leveling
 FE0560.and adjusted by the National Geodetic Survey in June 1991..
 FE0560
 FE0560.The geoid height was determined by GEOID03.
 FE0560
 FE0560.The dynamic height is computed by dividing the NAVD 88
 FE0560.geopotential number by the normal gravity value computed on the
 FE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0560.degrees latitude (g = 980.6199 gals.).
 FE0560
 FE0560.The modeled gravity was interpolated from observed gravity values.
 FE0560
 FE0560;                    North         East    Units  Estimated Accuracy
 FE0560;SPC TN       -    80,220.      366,650.      MT  (+/- 180 meters Scaled)
 FE0560
 FE0560                          SUPERSEDED SURVEY CONTROL
 FE0560
 FE0560  NGVD 29 (??/??/??)  133.721  (m)          438.72   (f) ADJUSTED    1 2
 FE0560
 FE0560.Superseded values are not recommended for survey control.
 FE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0560.See file dsdata.txt to determine how the superseded data were derived.
 FE0560
 FE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD579773(NAD 83)
 FE0560_MARKER: DB = BENCH MARK DISK
 FE0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0560_SP_SET: CULVERT
 FE0560_STAMPING: B 156 1944
 FE0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0560
 FE0560  HISTORY     - Date     Condition        Report By
 FE0560  HISTORY     - 1944     MONUMENTED       CGS
 FE0560  HISTORY     - 1948     GOOD             CGS
 FE0560  HISTORY     - 1972     POOR             TVA
 FE0560
 FE0560                          STATION DESCRIPTION
 FE0560
 FE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0560'0.2 MI SE FROM GUYS.
 FE0560'ABOUT 0.15 MILE SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0560'RAILROAD FROM THE STATION AT GUYS, 95 YARDS NORTHWEST OF MILE
 FE0560'POST 336, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 FE0560'CONCRETE HEADWALL OF A DOUBLE 24-INCH CONCRETE TILE PIPE CULVERT
 FE0560'UNDER A ROAD PARALLELING THE TRACK, 57.5 FEET NORTHEAST OF THE
 FE0560'NORTHEAST RAIL OF THE MAIN TRACK, 9 FEET SOUTHWEST OF THE CENTER
 FE0560'LINE OF THE ROAD AND ABOUT 1.5 FEET BELOW THE TRACK.  NOTE-- CAP
 FE0560'HAS BEEN CUT OFF BY ROAD GRADER THE STEM IS STILL VISIBLE IN
 FE0560'HEADWALL, ELEV. IS PLUS OR MINUS 0.1 LOWER THAN ORIGINAL CAP.
 FE0560'COULD BE USED FOR 4TH ORDER WORK.
 FE0560
 FE0560                          STATION RECOVERY (1972)
 FE0560
 FE0560'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0560'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0969 ***********************************************************************
 FE0969  DESIGNATION -  B 157
 FE0969  PID         -  FE0969
 FE0969  STATE/COUNTY-  TN/FAYETTE
 FE0969  USGS QUAD   -  MOSCOW (1965)
 FE0969
 FE0969                         *CURRENT SURVEY CONTROL
 FE0969  ___________________________________________________________________
 FE0969* NAD 83(1986)-  35 03 47.     (N)    089 26 28.     (W)     SCALED    
 FE0969* NAVD 88     -       102.344  (meters)     335.77   (feet)  ADJUSTED  
 FE0969  ___________________________________________________________________
 FE0969  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0969  DYNAMIC HT  -         102.248 (meters)     335.46  (feet)  COMP
 FE0969  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FE0969
 FE0969  VERT ORDER  -  FIRST     CLASS II
 FE0969
 FE0969.The horizontal coordinates were scaled from a topographic map and have
 FE0969.an estimated accuracy of +/- 6 seconds.
 FE0969
 FE0969.The orthometric height was determined by differential leveling
 FE0969.and adjusted by the National Geodetic Survey in June 1991..
 FE0969
 FE0969.The geoid height was determined by GEOID03.
 FE0969
 FE0969.The dynamic height is computed by dividing the NAVD 88
 FE0969.geopotential number by the normal gravity value computed on the
 FE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0969.degrees latitude (g = 980.6199 gals.).
 FE0969
 FE0969.The modeled gravity was interpolated from observed gravity values.
 FE0969
 FE0969;                    North         East    Units  Estimated Accuracy
 FE0969;SPC TN       -    86,480.      286,160.      MT  (+/- 180 meters Scaled)
 FE0969
 FE0969                          SUPERSEDED SURVEY CONTROL
 FE0969
 FE0969  NGVD 29 (??/??/??)  102.288  (m)          335.59   (f) ADJUSTED    1 2
 FE0969
 FE0969.Superseded values are not recommended for survey control.
 FE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0969.See file dsdata.txt to determine how the superseded data were derived.
 FE0969
 FE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773827(NAD 83)
 FE0969_MARKER: DB = BENCH MARK DISK
 FE0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0969_SP_SET: CULVERT
 FE0969_STAMPING: B 157 1944
 FE0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0969
 FE0969  HISTORY     - Date     Condition        Report By
 FE0969  HISTORY     - 1944     MONUMENTED       CGS
 FE0969  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0969
 FE0969                          STATION DESCRIPTION
 FE0969
 FE0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0969'2.1 MI W FROM MOSCOW.
 FE0969'2.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0969'MOSCOW, FAYETTE COUNTY, 120 FEET EAST ACROSS THE TRACK FROM
 FE0969'MILEPOST 515, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE
 FE0969'WEST END OF THE SOUTH HEADWALL, 16.5 FEET SOUTH OF THE CENTERLINE
 FE0969'OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A
 FE0969'STANDARD DISK, STAMPED B 157 1944.
 FE0969
 FE0969                          STATION RECOVERY (1983)
 FE0969
 FE0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0969'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND ALONG STATE
 FE0969'HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0505 ***********************************************************************
 FE0505  DESIGNATION -  B 159
 FE0505  PID         -  FE0505
 FE0505  STATE/COUNTY-  TN/CHESTER
 FE0505  USGS QUAD   -  JACKS CREEK (1983)
 FE0505
 FE0505                         *CURRENT SURVEY CONTROL
 FE0505  ___________________________________________________________________
 FE0505* NAD 83(1986)-  35 24 39.     (N)    088 37 18.     (W)     SCALED    
 FE0505* NAVD 88     -       121.924  (meters)     400.01   (feet)  ADJUSTED  
 FE0505  ___________________________________________________________________
 FE0505  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0505  DYNAMIC HT  -         121.813 (meters)     399.65  (feet)  COMP
 FE0505  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FE0505
 FE0505  VERT ORDER  -  FIRST     CLASS II
 FE0505
 FE0505.The horizontal coordinates were scaled from a topographic map and have
 FE0505.an estimated accuracy of +/- 6 seconds.
 FE0505
 FE0505.The orthometric height was determined by differential leveling
 FE0505.and adjusted by the National Geodetic Survey in June 1991..
 FE0505
 FE0505.The geoid height was determined by GEOID03.
 FE0505
 FE0505.The dynamic height is computed by dividing the NAVD 88
 FE0505.geopotential number by the normal gravity value computed on the
 FE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0505.degrees latitude (g = 980.6199 gals.).
 FE0505
 FE0505.The modeled gravity was interpolated from observed gravity values.
 FE0505
 FE0505;                    North         East    Units  Estimated Accuracy
 FE0505;SPC TN       -   122,740.      361,910.      MT  (+/- 180 meters Scaled)
 FE0505
 FE0505                          SUPERSEDED SURVEY CONTROL
 FE0505
 FE0505  NGVD 29 (??/??/??)  121.940  (m)          400.06   (f) ADJUSTED    1 2
 FE0505
 FE0505.Superseded values are not recommended for survey control.
 FE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0505.See file dsdata.txt to determine how the superseded data were derived.
 FE0505
 FE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE527198(NAD 83)
 FE0505_MARKER: DB = BENCH MARK DISK
 FE0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0505_SP_SET: CULVERT
 FE0505_STAMPING: B 159 1944
 FE0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0505
 FE0505  HISTORY     - Date     Condition        Report By
 FE0505  HISTORY     - 1944     MONUMENTED       CGS
 FE0505  HISTORY     - 1948     GOOD             CGS
 FE0505  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0505
 FE0505                          STATION DESCRIPTION
 FE0505
 FE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0505'2 MI SE FROM HENDERSON.
 FE0505'ABOUT 2.0 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0505'FROM THE STATION AT HENDERSON, ABOUT 0.2 MILE SOUTHEAST OF
 FE0505'MILE POST 367, ABOUT 0.2 MILE NORTHWEST OF A FIELD ROAD CROSSING,
 FE0505'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL
 FE0505'OF AN 8-FOOT CONCRETE CULVERT, 17 FEET NORTHEAST OF THE NORTHEAST
 FE0505'RAIL, AND ABOUT 7 FEET BELOW THE TRACK.  NOTE-- LOCATED CONCRETE
 FE0505'CULVERT.  BUT IT IS UNDER PLUS OR MINUS 2 FT OF WATER AT THIS
 FE0505'TIME.
 FE0505
 FE0505                          STATION RECOVERY (1972)
 FE0505
 FE0505'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1783 ***********************************************************************
 FB1783  DESIGNATION -  B 16
 FB1783  PID         -  FB1783
 FB1783  STATE/COUNTY-  TN/BLOUNT
 FB1783  USGS QUAD   -  CALDERWOOD (1964)
 FB1783
 FB1783                         *CURRENT SURVEY CONTROL
 FB1783  ___________________________________________________________________
 FB1783* NAD 83(1986)-  35 30 26.     (N)    083 57 28.     (W)     SCALED    
 FB1783* NAVD 88     -       498.708  (meters)    1636.18   (feet)  ADJUSTED  
 FB1783  ___________________________________________________________________
 FB1783  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 FB1783  DYNAMIC HT  -         498.224 (meters)    1634.59  (feet)  COMP
 FB1783  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 FB1783
 FB1783  VERT ORDER  -  FIRST     CLASS II
 FB1783
 FB1783.The horizontal coordinates were scaled from a topographic map and have
 FB1783.an estimated accuracy of +/- 6 seconds.
 FB1783
 FB1783.The orthometric height was determined by differential leveling
 FB1783.and adjusted by the National Geodetic Survey in June 1991..
 FB1783
 FB1783.The geoid height was determined by GEOID03.
 FB1783
 FB1783.The dynamic height is computed by dividing the NAVD 88
 FB1783.geopotential number by the normal gravity value computed on the
 FB1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1783.degrees latitude (g = 980.6199 gals.).
 FB1783
 FB1783.The modeled gravity was interpolated from observed gravity values.
 FB1783
 FB1783;                    North         East    Units  Estimated Accuracy
 FB1783;SPC TN       -   132,180.      785,250.      MT  (+/- 180 meters Scaled)
 FB1783
 FB1783                          SUPERSEDED SURVEY CONTROL
 FB1783
 FB1783  NGVD 29 (??/??/92)  498.823  (m)         1636.56   (f) ADJ UNCH    1 2
 FB1783
 FB1783.Superseded values are not recommended for survey control.
 FB1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1783.See file dsdata.txt to determine how the superseded data were derived.
 FB1783
 FB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV317333(NAD 83)
 FB1783_MARKER: DD = SURVEY DISK
 FB1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1783_STAMPING: B 16 1928
 FB1783_MARK LOGO: USGS  
 FB1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1783+STABILITY: SURFACE MOTION
 FB1783
 FB1783  HISTORY     - Date     Condition        Report By
 FB1783  HISTORY     - 1928     MONUMENTED       USGS
 FB1783  HISTORY     - 1934     GOOD             NGS
 FB1783  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1783
 FB1783                          STATION DESCRIPTION
 FB1783
 FB1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1783'4 MI E FROM CALDERWOOD.
 FB1783'4.0 MILES EAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN RAILWAY
 FB1783'STATION AT CALDERWOOD, BLOUNT COUNTY, ABOUT 200 FEET WEST OF A
 FB1783'SHARP CURVE TO THE SOUTH, 42 FEET NORTH OF THE CENTERLINE OF
 FB1783'THE HIGHWAY, AND 6.5 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 FB1783'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 16 1928 AND
 FB1783'SET IN THE TOP OF A CONCRETE POST.
 FB1783
 FB1783                          STATION RECOVERY (1983)
 FB1783
 FB1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1783'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 FB1783'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0499 ***********************************************************************
 FC0499  DESIGNATION -  B 16
 FC0499  PID         -  FC0499
 FC0499  STATE/COUNTY-  TN/MCMINN
 FC0499  USGS QUAD   -  ETOWAH (1975)
 FC0499
 FC0499                         *CURRENT SURVEY CONTROL
 FC0499  ___________________________________________________________________
 FC0499* NAD 83(1986)-  35 17 50.     (N)    084 32 16.     (W)     SCALED    
 FC0499* NAVD 88     -       242.824  (meters)     796.67   (feet)  ADJUSTED  
 FC0499  ___________________________________________________________________
 FC0499  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0499  DYNAMIC HT  -         242.588 (meters)     795.89  (feet)  COMP
 FC0499  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FC0499
 FC0499  VERT ORDER  -  SECOND    CLASS 0
 FC0499
 FC0499.The horizontal coordinates were scaled from a topographic map and have
 FC0499.an estimated accuracy of +/- 6 seconds.
 FC0499
 FC0499.The orthometric height was determined by differential leveling
 FC0499.and adjusted by the National Geodetic Survey in June 1991..
 FC0499
 FC0499.The geoid height was determined by GEOID03.
 FC0499
 FC0499.The dynamic height is computed by dividing the NAVD 88
 FC0499.geopotential number by the normal gravity value computed on the
 FC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0499.degrees latitude (g = 980.6199 gals.).
 FC0499
 FC0499.The modeled gravity was interpolated from observed gravity values.
 FC0499
 FC0499;                    North         East    Units  Estimated Accuracy
 FC0499;SPC TN       -   107,940.      732,990.      MT  (+/- 180 meters Scaled)
 FC0499
 FC0499                          SUPERSEDED SURVEY CONTROL
 FC0499
 FC0499  NGVD 29 (??/??/92)  242.900  (m)          796.91   (f) ADJ UNCH    2 0
 FC0499
 FC0499.Superseded values are not recommended for survey control.
 FC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0499.See file dsdata.txt to determine how the superseded data were derived.
 FC0499
 FC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE238087(NAD 83)
 FC0499_MARKER: DB = BENCH MARK DISK
 FC0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0499_SP_SET: BRIDGE
 FC0499_STAMPING: B 16 1933
 FC0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0499
 FC0499  HISTORY     - Date     Condition        Report By
 FC0499  HISTORY     - 1933     MONUMENTED       CGS
 FC0499  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0499
 FC0499                          STATION DESCRIPTION
 FC0499
 FC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0499'1.9 MI S FROM ETOWAH.
 FC0499'1.9 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0499'FROM ETOWAH, MC MINN COUNTY, 0.6 MILE NORTH OF CAMBRIA, 0.3
 FC0499'MILE SOUTH OF MILEPOST L 336, 19 FEET EAST OF THE EAST RAIL OF
 FC0499'THE OLD TRACK, AT AN OVERHEAD HIGHWAY BRIDGE, AND IN THE TOP OF
 FC0499'THE BASE OF THE CENTER PIER OF THE SECOND TIER, ABOUT 3 FEET
 FC0499'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED B 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0716 ***********************************************************************
 FE0716  DESIGNATION -  B 160
 FE0716  PID         -  FE0716
 FE0716  STATE/COUNTY-  TN/MADISON
 FE0716  USGS QUAD   -  JACKSON NORTH (1983)
 FE0716
 FE0716                         *CURRENT SURVEY CONTROL
 FE0716  ___________________________________________________________________
 FE0716* NAD 83(1986)-  35 38 55.     (N)    088 47 25.     (W)     SCALED    
 FE0716* NAVD 88     -       150.522  (meters)     493.84   (feet)  ADJUSTED  
 FE0716  ___________________________________________________________________
 FE0716  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0716  DYNAMIC HT  -         150.387 (meters)     493.39  (feet)  COMP
 FE0716  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE0716
 FE0716  VERT ORDER  -  FIRST     CLASS II
 FE0716
 FE0716.The horizontal coordinates were scaled from a topographic map and have
 FE0716.an estimated accuracy of +/- 6 seconds.
 FE0716
 FE0716.The orthometric height was determined by differential leveling
 FE0716.and adjusted by the National Geodetic Survey in June 1991..
 FE0716
 FE0716.The geoid height was determined by GEOID03.
 FE0716
 FE0716.The dynamic height is computed by dividing the NAVD 88
 FE0716.geopotential number by the normal gravity value computed on the
 FE0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0716.degrees latitude (g = 980.6199 gals.).
 FE0716
 FE0716.The modeled gravity was interpolated from observed gravity values.
 FE0716
 FE0716;                    North         East    Units  Estimated Accuracy
 FE0716;SPC TN       -   149,530.      347,350.      MT  (+/- 180 meters Scaled)
 FE0716
 FE0716                          SUPERSEDED SURVEY CONTROL
 FE0716
 FE0716  NGVD 29 (??/??/??)  150.557  (m)          493.95   (f) ADJUSTED    1 2
 FE0716
 FE0716.Superseded values are not recommended for survey control.
 FE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0716.See file dsdata.txt to determine how the superseded data were derived.
 FE0716
 FE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE379464(NAD 83)
 FE0716_MARKER: DB = BENCH MARK DISK
 FE0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0716_STAMPING: B 160 1944
 FE0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0716+STABILITY: SURFACE MOTION
 FE0716
 FE0716  HISTORY     - Date     Condition        Report By
 FE0716  HISTORY     - 1944     MONUMENTED       CGS
 FE0716  HISTORY     - 1948     GOOD             CGS
 FE0716  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0716
 FE0716                          STATION DESCRIPTION
 FE0716
 FE0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0716'2.2 MI N FROM JACKSON.
 FE0716'ABOUT 2.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0716'FROM THE UNION STATION AT JACKSON, 137 FEET SOUTH OF MILE POST
 FE0716'C 468, AT A GRAVEL ROAD CROSSING, 20.8 FEET WEST OF THE WEST
 FE0716'RAIL OF THE MAIN TRACK, 55 FEET NORTH OF THE CENTER LINE OF THE
 FE0716'GRAVEL ROAD, 33 FEET NORTH OF LAWERNCE STATION SIGN, 46 FEET
 FE0716'EAST OF THE EAST BRICK PORCH CORNER OF A FARM HOUSE, 2 FEET
 FE0716'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK
 FE0716'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0716
 FE0716                          STATION RECOVERY (2002)
 FE0716
 FE0716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0716'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0332 ***********************************************************************
 GD0332  DESIGNATION -  B 162
 GD0332  PID         -  GD0332
 GD0332  STATE/COUNTY-  TN/WEAKLEY
 GD0332  USGS QUAD   -  MARTIN (1983)
 GD0332
 GD0332                         *CURRENT SURVEY CONTROL
 GD0332  ___________________________________________________________________
 GD0332* NAD 83(1986)-  36 19 28.     (N)    088 50 55.     (W)     SCALED    
 GD0332* NAVD 88     -       116.807  (meters)     383.22   (feet)  ADJUSTED  
 GD0332  ___________________________________________________________________
 GD0332  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0332  DYNAMIC HT  -         116.712 (meters)     382.91  (feet)  COMP
 GD0332  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 GD0332
 GD0332  VERT ORDER  -  FIRST     CLASS II
 GD0332
 GD0332.The horizontal coordinates were scaled from a topographic map and have
 GD0332.an estimated accuracy of +/- 6 seconds.
 GD0332
 GD0332.The orthometric height was determined by differential leveling
 GD0332.and adjusted by the National Geodetic Survey in June 1991..
 GD0332
 GD0332.The geoid height was determined by GEOID03.
 GD0332
 GD0332.The dynamic height is computed by dividing the NAVD 88
 GD0332.geopotential number by the normal gravity value computed on the
 GD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0332.degrees latitude (g = 980.6199 gals.).
 GD0332
 GD0332.The modeled gravity was interpolated from observed gravity values.
 GD0332
 GD0332;                    North         East    Units  Estimated Accuracy
 GD0332;SPC TN       -   224,640.      344,260.      MT  (+/- 180 meters Scaled)
 GD0332
 GD0332                          SUPERSEDED SURVEY CONTROL
 GD0332
 GD0332  NGVD 29 (??/??/??)  116.820  (m)          383.27   (f) ADJUSTED    1 2
 GD0332
 GD0332.Superseded values are not recommended for survey control.
 GD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0332.See file dsdata.txt to determine how the superseded data were derived.
 GD0332
 GD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF340215(NAD 83)
 GD0332_MARKER: DB = BENCH MARK DISK
 GD0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0332_STAMPING: B 162 1944
 GD0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0332+STABILITY: SURFACE MOTION
 GD0332
 GD0332  HISTORY     - Date     Condition        Report By
 GD0332  HISTORY     - 1944     MONUMENTED       CGS
 GD0332  HISTORY     - 1948     GOOD             CGS
 GD0332  HISTORY     - 1967     GOOD             CGS
 GD0332
 GD0332                          STATION DESCRIPTION
 GD0332
 GD0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0332'1.5 MI S FROM MARTIN.
 GD0332'ABOUT 1.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0332'THE STATION AT MARTIN, 69 FEET NORTHWEST OF MILE POST C 419, AT
 GD0332'THE SOUTH END OF A FILL AND AT THE NORTH END OF A 10-FOOT CUT,
 GD0332'ABOUT 0.1 MILE SOUTH OF A TRESTLE, 33 FEET WEST OF THE WEST
 GD0332'RAIL, 59 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW
 GD0332'OF POLES, 15 FEET EAST OF THE R/W FENCE, 3 FEET SOUTH OF A WHITE
 GD0332'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 GD0332'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS NOW
 GD0332'0.8 OF A FOOT N OF A METAL WITNESS POST AND SIGN.
 GD0332
 GD0332                          STATION RECOVERY (1967)
 GD0332
 GD0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1842 ***********************************************************************
 GA1842  DESIGNATION -  B 163
 GA1842  PID         -  GA1842
 GA1842  STATE/COUNTY-  TN/HAWKINS
 GA1842  USGS QUAD   -  BULLS GAP (1976)
 GA1842
 GA1842                         *CURRENT SURVEY CONTROL
 GA1842  ___________________________________________________________________
 GA1842* NAD 83(1986)-  36 18 17.     (N)    083 01 36.     (W)     SCALED    
 GA1842* NAVD 88     -       367.699  (meters)    1206.36   (feet)  ADJUSTED  
 GA1842  ___________________________________________________________________
 GA1842  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1842  DYNAMIC HT  -         367.362 (meters)    1205.25  (feet)  COMP
 GA1842  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 GA1842
 GA1842  VERT ORDER  -  FIRST     CLASS I
 GA1842
 GA1842.The horizontal coordinates were scaled from a topographic map and have
 GA1842.an estimated accuracy of +/- 6 seconds.
 GA1842
 GA1842.The orthometric height was determined by differential leveling
 GA1842.and adjusted by the National Geodetic Survey in June 1991..
 GA1842
 GA1842.The geoid height was determined by GEOID03.
 GA1842
 GA1842.The dynamic height is computed by dividing the NAVD 88
 GA1842.geopotential number by the normal gravity value computed on the
 GA1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1842.degrees latitude (g = 980.6199 gals.).
 GA1842
 GA1842.The modeled gravity was interpolated from observed gravity values.
 GA1842
 GA1842;                    North         East    Units  Estimated Accuracy
 GA1842;SPC TN       -   222,780.      867,010.      MT  (+/- 180 meters Scaled)
 GA1842
 GA1842                          SUPERSEDED SURVEY CONTROL
 GA1842
 GA1842  NGVD 29 (??/??/92)  367.853  (m)         1206.86   (f) ADJ UNCH    1 1
 GA1842
 GA1842.Superseded values are not recommended for survey control.
 GA1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1842.See file dsdata.txt to determine how the superseded data were derived.
 GA1842
 GA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA180196(NAD 83)
 GA1842_MARKER: DB = BENCH MARK DISK
 GA1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1842_STAMPING: B 163 1967
 GA1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1842+STABILITY: SURFACE MOTION
 GA1842
 GA1842  HISTORY     - Date     Condition        Report By
 GA1842  HISTORY     - 1967     MONUMENTED       CGS
 GA1842
 GA1842                          STATION DESCRIPTION
 GA1842
 GA1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1842'5.1 MI NE FROM BULLS GAP.
 GA1842'ABOUT 5.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1842'RAILROAD FROM THE STATION AT BULLS GAP, 0.35 MILE NORTHEAST
 GA1842'OF MILEPOST 82, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1842'TRACK, 26 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 GA1842'AND A PRIVATE ROAD, 3 1/2 FEET NORTHWEST OF A FENCE, 1.4 FEET
 GA1842'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA1842'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1842'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1764 ***********************************************************************
 GA1764  DESIGNATION -  B 164
 GA1764  PID         -  GA1764
 GA1764  STATE/COUNTY-  TN/JEFFERSON
 GA1764  USGS QUAD   -  WHITE PINE (1961)
 GA1764
 GA1764                         *CURRENT SURVEY CONTROL
 GA1764  ___________________________________________________________________
 GA1764* NAD 83(1986)-  36 05 30.     (N)    083 15 13.     (W)     SCALED    
 GA1764* NAVD 88     -       311.792  (meters)    1022.94   (feet)  ADJUSTED  
 GA1764  ___________________________________________________________________
 GA1764  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1764  DYNAMIC HT  -         311.500 (meters)    1021.98  (feet)  COMP
 GA1764  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GA1764
 GA1764  VERT ORDER  -  FIRST     CLASS I
 GA1764
 GA1764.The horizontal coordinates were scaled from a topographic map and have
 GA1764.an estimated accuracy of +/- 6 seconds.
 GA1764
 GA1764.The orthometric height was determined by differential leveling
 GA1764.and adjusted by the National Geodetic Survey in June 1991..
 GA1764
 GA1764.The geoid height was determined by GEOID03.
 GA1764
 GA1764.The dynamic height is computed by dividing the NAVD 88
 GA1764.geopotential number by the normal gravity value computed on the
 GA1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1764.degrees latitude (g = 980.6199 gals.).
 GA1764
 GA1764.The modeled gravity was interpolated from observed gravity values.
 GA1764
 GA1764;                    North         East    Units  Estimated Accuracy
 GA1764;SPC TN       -   198,560.      847,300.      MT  (+/- 180 meters Scaled)
 GA1764
 GA1764                          SUPERSEDED SURVEY CONTROL
 GA1764
 GA1764  NGVD 29 (??/??/92)  311.934  (m)         1023.40   (f) ADJ UNCH    1 1
 GA1764
 GA1764.Superseded values are not recommended for survey control.
 GA1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1764.See file dsdata.txt to determine how the superseded data were derived.
 GA1764
 GA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV971964(NAD 83)
 GA1764_MARKER: DB = BENCH MARK DISK
 GA1764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1764_SP_SET: OVERPASS
 GA1764_STAMPING: B 164 1967
 GA1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1764
 GA1764  HISTORY     - Date     Condition        Report By
 GA1764  HISTORY     - 1967     MONUMENTED       CGS
 GA1764
 GA1764                          STATION DESCRIPTION
 GA1764
 GA1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1764'2.6 MI SE FROM WHITE PINE.
 GA1764'ABOUT 2.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1764'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.4 MILE SOUTHEAST
 GA1764'OF MILEPOST 217, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GA1764'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA1764'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR BETHCAR ROAD, AND
 GA1764'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1203 ***********************************************************************
 FB1203  DESIGNATION -  B 165
 FB1203  PID         -  FB1203
 FB1203  STATE/COUNTY-  TN/COCKE
 FB1203  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1203
 FB1203                         *CURRENT SURVEY CONTROL
 FB1203  ___________________________________________________________________
 FB1203* NAD 83(1986)-  35 55 18.     (N)    083 00 04.     (W)     SCALED    
 FB1203* NAVD 88     -       349.736  (meters)    1147.43   (feet)  ADJUSTED  
 FB1203  ___________________________________________________________________
 FB1203  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1203  DYNAMIC HT  -         349.399 (meters)    1146.32  (feet)  COMP
 FB1203  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 FB1203
 FB1203  VERT ORDER  -  FIRST     CLASS I
 FB1203
 FB1203.The horizontal coordinates were scaled from a topographic map and have
 FB1203.an estimated accuracy of +/- 6 seconds.
 FB1203
 FB1203.The orthometric height was determined by differential leveling
 FB1203.and adjusted by the National Geodetic Survey in June 1991..
 FB1203
 FB1203.The geoid height was determined by GEOID03.
 FB1203
 FB1203.The dynamic height is computed by dividing the NAVD 88
 FB1203.geopotential number by the normal gravity value computed on the
 FB1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1203.degrees latitude (g = 980.6199 gals.).
 FB1203
 FB1203.The modeled gravity was interpolated from observed gravity values.
 FB1203
 FB1203;                    North         East    Units  Estimated Accuracy
 FB1203;SPC TN       -   180,370.      870,600.      MT  (+/- 180 meters Scaled)
 FB1203
 FB1203                          SUPERSEDED SURVEY CONTROL
 FB1203
 FB1203  NGVD 29 (??/??/92)  349.884  (m)         1147.91   (f) ADJ UNCH    1 1
 FB1203
 FB1203.Superseded values are not recommended for survey control.
 FB1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1203.See file dsdata.txt to determine how the superseded data were derived.
 FB1203
 FB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV194771(NAD 83)
 FB1203_MARKER: DB = BENCH MARK DISK
 FB1203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FB1203_SP_SET: 22 1/2 FEET
 FB1203_STAMPING: B 165 1967
 FB1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1203
 FB1203  HISTORY     - Date     Condition        Report By
 FB1203  HISTORY     - 1967     MONUMENTED       CGS
 FB1203
 FB1203                          STATION DESCRIPTION
 FB1203
 FB1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1203'1.4 MI SE FROM DEL RIO.
 FB1203'ABOUT 1.45 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1203'RAILROAD FROM THE STATION AT DEL RIO, 0.25 MILE SOUTHEAST OF
 FB1203'MILEPOST 194, 23 1/2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 FB1203'OF THE RAILROAD AND A PRIVATE ROAD, 18 1/2 FEET SOUTHWEST OF THE
 FB1203'SOUTHWEST RAIL OF THE TRACK, 30 1/2 FEET SOUTHEAST OF A SEMAPHORE
 FB1203'WHICH SUPPORTS TWO METAL CONTROL BOXES, 27 1/2 FEET NORTHWEST OF
 FB1203'A POLE, 9 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD, 1 1/2
 FB1203'FEET NORTHEAST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS
 FB1203'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 FB1203'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 FB1203'OF 22 1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS
 FB1203'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0202 ***********************************************************************
 GD0202  DESIGNATION -  B 166
 GD0202  PID         -  GD0202
 GD0202  STATE/COUNTY-  TN/HENRY
 GD0202  USGS QUAD   -  PARIS LANDING (1981)
 GD0202
 GD0202                         *CURRENT SURVEY CONTROL
 GD0202  ___________________________________________________________________
 GD0202* NAD 83(1986)-  36 26 32.     (N)    088 05 28.     (W)     SCALED    
 GD0202* NAVD 88     -       132.349  (meters)     434.21   (feet)  ADJUSTED  
 GD0202  ___________________________________________________________________
 GD0202  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0202  DYNAMIC HT  -         132.240 (meters)     433.86  (feet)  COMP
 GD0202  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GD0202
 GD0202  VERT ORDER  -  FIRST     CLASS II
 GD0202
 GD0202.The horizontal coordinates were scaled from a topographic map and have
 GD0202.an estimated accuracy of +/- 6 seconds.
 GD0202
 GD0202.The orthometric height was determined by differential leveling
 GD0202.and adjusted by the National Geodetic Survey in June 1991..
 GD0202
 GD0202.The geoid height was determined by GEOID03.
 GD0202
 GD0202.The dynamic height is computed by dividing the NAVD 88
 GD0202.geopotential number by the normal gravity value computed on the
 GD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0202.degrees latitude (g = 980.6199 gals.).
 GD0202
 GD0202.The modeled gravity was interpolated from observed gravity values.
 GD0202
 GD0202;                    North         East    Units  Estimated Accuracy
 GD0202;SPC TN       -   235,990.      412,530.      MT  (+/- 180 meters Scaled)
 GD0202
 GD0202                          SUPERSEDED SURVEY CONTROL
 GD0202
 GD0202  NGVD 29 (??/??/??)  132.393  (m)          434.36   (f) ADJUSTED    1 2
 GD0202
 GD0202.Superseded values are not recommended for survey control.
 GD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0202.See file dsdata.txt to determine how the superseded data were derived.
 GD0202
 GD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF022335(NAD 83)
 GD0202_MARKER: DB = BENCH MARK DISK
 GD0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0202_STAMPING: B 166 1947
 GD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0202+STABILITY: SURFACE MOTION
 GD0202
 GD0202  HISTORY     - Date     Condition        Report By
 GD0202  HISTORY     - 1947     MONUMENTED       CGS
 GD0202  HISTORY     - 1971     GOOD             NGS
 GD0202
 GD0202                          STATION DESCRIPTION
 GD0202
 GD0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0202'17.4 MI NE FROM PARIS.
 GD0202'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0202'COURTHOUSE AT PARIS, THENCE ABOUT 0.45 MILE NORTHWEST ALONG STATE
 GD0202'HIGHWAY 119, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 GD0202'TO THE U.S. COAST GUARD PARIS DEPOT, IN THE NORTH CORNER OF A
 GD0202'FARMHOUSE YARD, 58 FEET NORTHWEST OF THE EAST CORNER OF THE
 GD0202'FARMHOUSE, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GD0202'ABOUT ON THE PROLONGATION OF THE CENTER LINE OF THE ROAD LEADING
 GD0202'NORTHEAST, 13 FEET EAST OF THE EAST CORNER OF A LOG SHED, 6 FEET
 GD0202'SOUTHEAST OF A 16-INCH PEAR TREE, ABOUT LEVEL WITH THE HIGHWAY,
 GD0202'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GD0202
 GD0202                          STATION RECOVERY (1971)
 GD0202
 GD0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1561 ***********************************************************************
 GC1561  DESIGNATION -  B 168
 GC1561  PID         -  GC1561
 GC1561  STATE/COUNTY-  TN/HUMPHREYS
 GC1561  USGS QUAD   -  WAVERLY (1987)
 GC1561
 GC1561                         *CURRENT SURVEY CONTROL
 GC1561  ___________________________________________________________________
 GC1561* NAD 83(1986)-  36 05 08.     (N)    087 49 43.     (W)     SCALED    
 GC1561* NAVD 88     -       148.334  (meters)     486.66   (feet)  ADJUSTED  
 GC1561  ___________________________________________________________________
 GC1561  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GC1561  DYNAMIC HT  -         148.206 (meters)     486.24  (feet)  COMP
 GC1561  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC1561
 GC1561  VERT ORDER  -  FIRST     CLASS II
 GC1561
 GC1561.The horizontal coordinates were scaled from a topographic map and have
 GC1561.an estimated accuracy of +/- 6 seconds.
 GC1561
 GC1561.The orthometric height was determined by differential leveling
 GC1561.and adjusted by the National Geodetic Survey in June 1991..
 GC1561
 GC1561.The geoid height was determined by GEOID03.
 GC1561
 GC1561.The dynamic height is computed by dividing the NAVD 88
 GC1561.geopotential number by the normal gravity value computed on the
 GC1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1561.degrees latitude (g = 980.6199 gals.).
 GC1561
 GC1561.The modeled gravity was interpolated from observed gravity values.
 GC1561
 GC1561;                    North         East    Units  Estimated Accuracy
 GC1561;SPC TN       -   195,950.      435,320.      MT  (+/- 180 meters Scaled)
 GC1561
 GC1561                          SUPERSEDED SURVEY CONTROL
 GC1561
 GC1561  NGVD 29 (??/??/92)  148.365  (m)          486.76   (f) ADJ UNCH    1 2
 GC1561
 GC1561.Superseded values are not recommended for survey control.
 GC1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1561.See file dsdata.txt to determine how the superseded data were derived.
 GC1561
 GC1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE253937(NAD 83)
 GC1561_MARKER: DB = BENCH MARK DISK
 GC1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1561_SP_SET: CULVERT
 GC1561_STAMPING: B 168 1947
 GC1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1561
 GC1561  HISTORY     - Date     Condition        Report By
 GC1561  HISTORY     - 1947     MONUMENTED       CGS
 GC1561  HISTORY     - 1972     GOOD             TVA
 GC1561  HISTORY     - 1988     GOOD             USPSQD
 GC1561
 GC1561                          STATION DESCRIPTION
 GC1561
 GC1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1561'2.1 MI W FROM WAVERLY.
 GC1561'2.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1561'RAILWAY FROM THE STATION AT WAVERLY, 130 FEET SOUTHWEST ACROSS
 GC1561'THE TRACK AND A GRAVEL ROAD FROM POLE 68/25, ABOUT 100 YARDS
 GC1561'SOUTH ACROSS THE TRACK AND A GRAVEL ROAD FROM A WHITE FARMHOUSE,
 GC1561'AT A 3-FOOT CONCRETE PIPE CULVERT UNDER THE GRAVEL ROAD
 GC1561'PARALLELING THE TRACK, IN THE TOP OF THE WEST END OF THE SOUTH
 GC1561'CONCRETE HEAD WALL, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GC1561'9 FEET EAST OF THE ROY E. KEMP MAIL BOX, AND ABOUT LEVEL WITH THE
 GC1561'ROAD.
 GC1561
 GC1561                          STATION RECOVERY (1972)
 GC1561
 GC1561'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1561'RECOVERED IN GOOD CONDITION.
 GC1561
 GC1561                          STATION RECOVERY (1988)
 GC1561
 GC1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0091 ***********************************************************************
 FE0091  DESIGNATION -  B 169
 FE0091  PID         -  FE0091
 FE0091  STATE/COUNTY-  TN/DECATUR
 FE0091  USGS QUAD   -  SUGAR TREE (1986)
 FE0091
 FE0091                         *CURRENT SURVEY CONTROL
 FE0091  ___________________________________________________________________
 FE0091* NAD 83(1986)-  35 48 37.     (N)    088 01 17.     (W)     SCALED    
 FE0091* NAVD 88     -       162.749  (meters)     533.95   (feet)  ADJUSTED  
 FE0091  ___________________________________________________________________
 FE0091  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0091  DYNAMIC HT  -         162.608 (meters)     533.49  (feet)  COMP
 FE0091  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE0091
 FE0091  VERT ORDER  -  FIRST     CLASS II
 FE0091
 FE0091.The horizontal coordinates were scaled from a topographic map and have
 FE0091.an estimated accuracy of +/- 6 seconds.
 FE0091
 FE0091.The orthometric height was determined by differential leveling
 FE0091.and adjusted by the National Geodetic Survey in June 1991..
 FE0091
 FE0091.The geoid height was determined by GEOID03.
 FE0091
 FE0091.The dynamic height is computed by dividing the NAVD 88
 FE0091.geopotential number by the normal gravity value computed on the
 FE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0091.degrees latitude (g = 980.6199 gals.).
 FE0091
 FE0091.The modeled gravity was interpolated from observed gravity values.
 FE0091
 FE0091;                    North         East    Units  Estimated Accuracy
 FE0091;SPC TN       -   165,750.      417,330.      MT  (+/- 180 meters Scaled)
 FE0091
 FE0091                          SUPERSEDED SURVEY CONTROL
 FE0091
 FE0091  NGVD 29 (??/??/??)  162.768  (m)          534.01   (f) ADJUSTED    1 2
 FE0091
 FE0091.Superseded values are not recommended for survey control.
 FE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0091.See file dsdata.txt to determine how the superseded data were derived.
 FE0091
 FE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE077633(NAD 83)
 FE0091_MARKER: DB = BENCH MARK DISK
 FE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0091_STAMPING: B 169 1947
 FE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0091+STABILITY: SURFACE MOTION
 FE0091
 FE0091  HISTORY     - Date     Condition        Report By
 FE0091  HISTORY     - 1947     MONUMENTED       CGS
 FE0091  HISTORY     - 1972     GOOD             TVA
 FE0091
 FE0091                          STATION DESCRIPTION
 FE0091
 FE0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0091'16.8 MI NE FROM PARSONS.
 FE0091'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0091'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FE0091'ABOUT 0.3 MILE EAST AND 1.3 MILES SOUTHEAST ALONG HOG CREEK
 FE0091'ROAD, ABOUT 1.7 MILES SOUTHEAST OF THE POST OFFICE AT SUGAR
 FE0091'TREE, ABOUT 0.15 MILE EAST ALONG THE EAST FORK OF HOG CREEK
 FE0091'ROAD FROM THE JUNCTION OF THE SOUTH FORK OF HOG CREEK ROAD,
 FE0091'AT THE NORTHEAST CORNER OF THE YARD OF A SMALL FRAME FARMHOUSE
 FE0091'SOUTH OF THE ROAD, 90 FEET NORTHEAST OF THE NORTHEAST CORNER
 FE0091'OF THE FARMHOUSE, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FE0091'19 FEET WEST OF A 6-INCH BLAZED OAK TREE, 2 FEET EAST OF A WHITE
 FE0091'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FE0091'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 FE0091'NOTE-- 15.3 FT NE OF 20 IN PINE - (BLAZED TRIANGLE), 21.6 FT E
 FE0091'OF 14 IN HICKORY (BLAZED TRIANGLE).  TVA POST AND SIGN SET AT
 FE0091'MARKER.
 FE0091
 FE0091                          STATION RECOVERY (1972)
 FE0091
 FE0091'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0495 ***********************************************************************
 FF0495  DESIGNATION -  B 17
 FF0495  PID         -  FF0495
 FF0495  STATE/COUNTY-  TN/SHELBY
 FF0495  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0495
 FF0495                         *CURRENT SURVEY CONTROL
 FF0495  ___________________________________________________________________
 FF0495* NAD 83(1995)-  35 07 16.89417(N)    090 01 16.69357(W)     ADJUSTED  
 FF0495* NAVD 88     -        96.602  (meters)     316.94   (feet)  ADJUSTED  
 FF0495  ___________________________________________________________________
 FF0495  X           -      -1,941.927 (meters)                     COMP
 FF0495  Y           -  -5,222,748.921 (meters)                     COMP
 FF0495  Z           -   3,648,927.489 (meters)                     COMP
 FF0495  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FF0495  ELLIP HEIGHT-          69.26  (meters)          (05/31/05) GPS OBS
 FF0495  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0495  DYNAMIC HT  -          96.514 (meters)     316.65  (feet)  COMP
 FF0495  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF0495
 FF0495  HORZ ORDER  -  FIRST
 FF0495  VERT ORDER  -  FIRST     CLASS II
 FF0495  ELLP ORDER  -  FOURTH    CLASS II
 FF0495
 FF0495.The horizontal coordinates were established by GPS observations
 FF0495.and adjusted by the National Geodetic Survey in May 2005..
 FF0495
 FF0495.The orthometric height was determined by differential leveling
 FF0495.and adjusted by the National Geodetic Survey in June 1991..
 FF0495
 FF0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0495
 FF0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0495
 FF0495.The ellipsoidal height was determined by GPS observations
 FF0495.and is referenced to NAD 83.
 FF0495
 FF0495.The geoid height was determined by GEOID03.
 FF0495
 FF0495.The dynamic height is computed by dividing the NAVD 88
 FF0495.geopotential number by the normal gravity value computed on the
 FF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0495.degrees latitude (g = 980.6199 gals.).
 FF0495
 FF0495.The modeled gravity was interpolated from observed gravity values.
 FF0495
 FF0495;                    North         East     Units Scale Factor Converg.
 FF0495;SPC TN       -    94,962.307   233,539.267   MT  1.00002519   -2 21 15.2
 FF0495;SPC TN       -   311,555.50    766,203.41   sFT  1.00002519   -2 21 15.2
 FF0495;UTM  15      - 3,890,563.109   771,450.702   MT  1.00050822   +1 42 53.0
 FF0495;UTM  16      - 3,890,680.217   224,665.225   MT  1.00053440   -1 44 21.4
 FF0495
 FF0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0495!SPC TN       -   0.99998913  x   1.00002519  =   1.00001432
 FF0495!UTM  15      -   0.99998913  x   1.00050822  =   1.00049734
 FF0495!UTM  16      -   0.99998913  x   1.00053440  =   1.00052352
 FF0495
 FF0495                          SUPERSEDED SURVEY CONTROL
 FF0495
 FF0495  NAVD 88 (05/31/05)   96.60   (m)          316.9    (f) LEVELING    3  
 FF0495  NGVD 29 (??/??/??)   96.570  (m)          316.83   (f) ADJUSTED    1 2
 FF0495
 FF0495.Superseded values are not recommended for survey control.
 FF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0495.See file dsdata.txt to determine how the superseded data were derived.
 FF0495
 FF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7145190563(NAD 83)
 FF0495_MARKER: DB = BENCH MARK DISK
 FF0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0495_SP_SET: CURB
 FF0495_STAMPING: B 17 1934
 FF0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0495+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0495
 FF0495  HISTORY     - Date     Condition        Report By
 FF0495  HISTORY     - 1934     MONUMENTED       CGS
 FF0495  HISTORY     - 1938     GOOD             CGS
 FF0495  HISTORY     - 1943     GOOD             CGS
 FF0495  HISTORY     - 19950722 GOOD             TN1620
 FF0495  HISTORY     - 20021030 GOOD             USACE
 FF0495  HISTORY     - 20030702 GOOD             EMCINC
 FF0495
 FF0495                          STATION DESCRIPTION
 FF0495
 FF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0495'AT MEMPHIS.
 FF0495'AT MEMPHIS, SHELBY COUNTY ON THE SOUTHERN RAILWAY, IN THE CONCRETE
 FF0495'BRIDGE OVER BELLEVUE BOULEVARD, 57 FEET NORTHWEST OF THE SOUTHEAST
 FF0495'CORNER OF THE BRIDGE, 24 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 FF0495'MAIN TRACK, AND ABOUT IN LINE WITH THE EAST CURB OF THE BOULEVARD.
 FF0495'A STANDARD DISK, STAMPED B 17 1934.
 FF0495
 FF0495                          STATION RECOVERY (1943)
 FF0495
 FF0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 FF0495'RECOVERED IN GOOD CONDITION.
 FF0495
 FF0495                          STATION RECOVERY (1995)
 FF0495
 FF0495'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0495'RECOVERED IN GOOD CONDITION.
 FF0495
 FF0495                          STATION RECOVERY (2002)
 FF0495
 FF0495'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0495'RECOVERED IN GOOD CONDITION.
 FF0495
 FF0495                          STATION RECOVERY (2003)
 FF0495
 FF0495'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1252 ***********************************************************************
 FD1252  DESIGNATION -  B 170
 FD1252  PID         -  FD1252
 FD1252  STATE/COUNTY-  TN/PERRY
 FD1252  USGS QUAD   -  POPE (1973)
 FD1252
 FD1252                         *CURRENT SURVEY CONTROL
 FD1252  ___________________________________________________________________
 FD1252* NAD 83(1986)-  35 33 32.     (N)    087 57 50.     (W)     SCALED    
 FD1252* NAVD 88     -       116.364  (meters)     381.77   (feet)  ADJUSTED  
 FD1252  ___________________________________________________________________
 FD1252  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1252  DYNAMIC HT  -         116.258 (meters)     381.42  (feet)  COMP
 FD1252  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 FD1252
 FD1252  VERT ORDER  -  FIRST     CLASS II
 FD1252
 FD1252.The horizontal coordinates were scaled from a topographic map and have
 FD1252.an estimated accuracy of +/- 6 seconds.
 FD1252
 FD1252.The orthometric height was determined by differential leveling
 FD1252.and adjusted by the National Geodetic Survey in June 1991..
 FD1252
 FD1252.The geoid height was determined by GEOID03.
 FD1252
 FD1252.The dynamic height is computed by dividing the NAVD 88
 FD1252.geopotential number by the normal gravity value computed on the
 FD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1252.degrees latitude (g = 980.6199 gals.).
 FD1252
 FD1252.The modeled gravity was interpolated from observed gravity values.
 FD1252
 FD1252;                    North         East    Units  Estimated Accuracy
 FD1252;SPC TN       -   137,760.      421,970.      MT  (+/- 180 meters Scaled)
 FD1252
 FD1252                          SUPERSEDED SURVEY CONTROL
 FD1252
 FD1252  NGVD 29 (??/??/92)  116.372  (m)          381.80   (f) ADJ UNCH    1 2
 FD1252
 FD1252.Superseded values are not recommended for survey control.
 FD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1252.See file dsdata.txt to determine how the superseded data were derived.
 FD1252
 FD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE126354(NAD 83)
 FD1252_MARKER: DD = SURVEY DISK
 FD1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1252_SP_SET: CULVERT
 FD1252_STAMPING: B 170 1947
 FD1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1252
 FD1252  HISTORY     - Date     Condition        Report By
 FD1252  HISTORY     - 1947     MONUMENTED       TVA
 FD1252  HISTORY     - 1947     GOOD             NGS
 FD1252
 FD1252                          STATION DESCRIPTION
 FD1252
 FD1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1252'7.6 MI SE FROM POPE.
 FD1252'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM THE
 FD1252'JUNCTION OF STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1252'MILES EAST, THENCE ABOUT 3.35 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1252'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING
 FD1252'WEST, SET IN THE TOP OF THE CENTER OF THE EAST HEAD WALL OF A
 FD1252'DOUBLE 24-FOOT CONCRETE BOX CULVERT AT THE FOOT OF A STEEP
 FD1252'GRADE, 12 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 FD1252'THE ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0214 ***********************************************************************
 FE0214  DESIGNATION -  B 171
 FE0214  PID         -  FE0214
 FE0214  STATE/COUNTY-  TN/HARDIN
 FE0214  USGS QUAD   -  HOOKERS BEND (1972)
 FE0214
 FE0214                         *CURRENT SURVEY CONTROL
 FE0214  ___________________________________________________________________
 FE0214* NAD 83(1986)-  35 19 12.     (N)    088 13 43.     (W)     SCALED    
 FE0214* NAVD 88     -       135.452  (meters)     444.40   (feet)  ADJUSTED  
 FE0214  ___________________________________________________________________
 FE0214  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0214  DYNAMIC HT  -         135.329 (meters)     443.99  (feet)  COMP
 FE0214  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FE0214
 FE0214  VERT ORDER  -  FIRST     CLASS II
 FE0214
 FE0214.The horizontal coordinates were scaled from a topographic map and have
 FE0214.an estimated accuracy of +/- 6 seconds.
 FE0214
 FE0214.The orthometric height was determined by differential leveling
 FE0214.and adjusted by the National Geodetic Survey in June 1991..
 FE0214
 FE0214.The geoid height was determined by GEOID03.
 FE0214
 FE0214.The dynamic height is computed by dividing the NAVD 88
 FE0214.geopotential number by the normal gravity value computed on the
 FE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0214.degrees latitude (g = 980.6199 gals.).
 FE0214
 FE0214.The modeled gravity was interpolated from observed gravity values.
 FE0214
 FE0214;                    North         East    Units  Estimated Accuracy
 FE0214;SPC TN       -   111,780.      397,370.      MT  (+/- 180 meters Scaled)
 FE0214
 FE0214                          SUPERSEDED SURVEY CONTROL
 FE0214
 FE0214  NGVD 29 (??/??/??)  135.462  (m)          444.43   (f) ADJUSTED    1 2
 FE0214
 FE0214.Superseded values are not recommended for survey control.
 FE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0214.See file dsdata.txt to determine how the superseded data were derived.
 FE0214
 FE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE883092(NAD 83)
 FE0214_MARKER: DD = SURVEY DISK
 FE0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0214_STAMPING: B 171 1947
 FE0214_MARK LOGO: TVA   
 FE0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0214+STABILITY: SURFACE MOTION
 FE0214
 FE0214  HISTORY     - Date     Condition        Report By
 FE0214  HISTORY     - 1947     MONUMENTED       TVA
 FE0214  HISTORY     - 1947     GOOD             CGS
 FE0214  HISTORY     - 1949     GOOD             CGS
 FE0214
 FE0214                          STATION DESCRIPTION
 FE0214
 FE0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0214'0.6 MI E FROM PROSPECT.
 FE0214'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE UNION SCHOOL AT
 FE0214'PROSPECT, AT THE SOUTHWEST CORNER OF SCOTTS GENERAL STORE BUILDING,
 FE0214'55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST
 FE0214'OF THE SOUTHWEST CORNER OF THE BUILDING, 2 FEET SOUTHWEST OF A
 FE0214'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 FE0214'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A
 FE0214'STEEL POST WAS SET 2.0 FEET NORTH OF MARKER.
 FE0214
 FE0214                          STATION RECOVERY (1949)
 FE0214
 FE0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0466 ***********************************************************************
 GC0466  DESIGNATION -  B 172
 GC0466  PID         -  GC0466
 GC0466  STATE/COUNTY-  TN/DAVIDSON
 GC0466  USGS QUAD   -  BELLEVUE (1983)
 GC0466
 GC0466                         *CURRENT SURVEY CONTROL
 GC0466  ___________________________________________________________________
 GC0466* NAD 83(1986)-  36 05 15.     (N)    086 52 54.     (W)     SCALED    
 GC0466* NAVD 88     -       177.849  (meters)     583.49   (feet)  ADJUSTED  
 GC0466  ___________________________________________________________________
 GC0466  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0466  DYNAMIC HT  -         177.695 (meters)     582.99  (feet)  COMP
 GC0466  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GC0466
 GC0466  VERT ORDER  -  FIRST     CLASS II
 GC0466
 GC0466.The horizontal coordinates were scaled from a topographic map and have
 GC0466.an estimated accuracy of +/- 6 seconds.
 GC0466
 GC0466.The orthometric height was determined by differential leveling
 GC0466.and adjusted by the National Geodetic Survey in June 1991..
 GC0466
 GC0466.The geoid height was determined by GEOID03.
 GC0466
 GC0466.The dynamic height is computed by dividing the NAVD 88
 GC0466.geopotential number by the normal gravity value computed on the
 GC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0466.degrees latitude (g = 980.6199 gals.).
 GC0466
 GC0466.The modeled gravity was interpolated from observed gravity values.
 GC0466
 GC0466;                    North         East    Units  Estimated Accuracy
 GC0466;SPC TN       -   194,980.      520,600.      MT  (+/- 180 meters Scaled)
 GC0466
 GC0466                          SUPERSEDED SURVEY CONTROL
 GC0466
 GC0466  NGVD 29 (??/??/92)  177.865  (m)          583.55   (f) ADJ UNCH    1 2
 GC0466
 GC0466.Superseded values are not recommended for survey control.
 GC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0466.See file dsdata.txt to determine how the superseded data were derived.
 GC0466
 GC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106936(NAD 83)
 GC0466_MARKER: DB = BENCH MARK DISK
 GC0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0466_SP_SET: GUARDRAIL
 GC0466_STAMPING: B 172 1948
 GC0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0466
 GC0466  HISTORY     - Date     Condition        Report By
 GC0466  HISTORY     - 1948     MONUMENTED       CGS
 GC0466  HISTORY     - 1949     GOOD             NGS
 GC0466
 GC0466                          STATION DESCRIPTION
 GC0466
 GC0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0466'8.2 MI W FROM NASHVILLE.
 GC0466'8.15 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0466'RAILWAY FROM THE UNION STATION AT NASHVILLE, ABOUT 6 1/2 POLES
 GC0466'SOUTHWEST OF MILE POST 8, BETWEEN THE RAILWAY AND STATE HIGHWAY
 GC0466'100, SET IN THE TOP OF THE EAST CORNER OF A 3 BY 3-FOOT MASONRY
 GC0466'GUARD RAIL POST ALONG THE HIGHWAY, IN THE FOURTH POST FROM THE
 GC0466'NORTHEAST END OF THE GUARD FENCE, 38 FEET SOUTHEAST OF THE SOUTHEAST
 GC0466'RAIL OF THE TRACK, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 GC0466'HIGHWAY AND ABOUT 3 FEET ABOVE THE HIGHWAY.  NOTE-- MARK IS ABOUT
 GC0466'4.15 MILES EAST OF THE MAIN ROAD CROSSING AT BELLEVUE.
 GC0466
 GC0466                          STATION RECOVERY (1949)
 GC0466
 GC0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1542 ***********************************************************************
 GC1542  DESIGNATION -  B 173
 GC1542  PID         -  GC1542
 GC1542  STATE/COUNTY-  TN/HUMPHREYS
 GC1542  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1542
 GC1542                         *CURRENT SURVEY CONTROL
 GC1542  ___________________________________________________________________
 GC1542* NAD 83(1986)-  36 06 24.     (N)    087 35 40.     (W)     SCALED    
 GC1542* NAVD 88     -       216.198  (meters)     709.31   (feet)  ADJUSTED  
 GC1542  ___________________________________________________________________
 GC1542  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1542  DYNAMIC HT  -         216.009 (meters)     708.69  (feet)  COMP
 GC1542  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GC1542
 GC1542  VERT ORDER  -  FIRST     CLASS II
 GC1542
 GC1542.The horizontal coordinates were scaled from a topographic map and have
 GC1542.an estimated accuracy of +/- 6 seconds.
 GC1542
 GC1542.The orthometric height was determined by differential leveling
 GC1542.and adjusted by the National Geodetic Survey in June 1991..
 GC1542
 GC1542.The geoid height was determined by GEOID03.
 GC1542
 GC1542.The dynamic height is computed by dividing the NAVD 88
 GC1542.geopotential number by the normal gravity value computed on the
 GC1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1542.degrees latitude (g = 980.6199 gals.).
 GC1542
 GC1542.The modeled gravity was interpolated from observed gravity values.
 GC1542
 GC1542;                    North         East    Units  Estimated Accuracy
 GC1542;SPC TN       -   197,920.      456,450.      MT  (+/- 180 meters Scaled)
 GC1542
 GC1542                          SUPERSEDED SURVEY CONTROL
 GC1542
 GC1542  NGVD 29 (??/??/92)  216.203  (m)          709.33   (f) ADJ UNCH    1 2
 GC1542
 GC1542.Superseded values are not recommended for survey control.
 GC1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1542.See file dsdata.txt to determine how the superseded data were derived.
 GC1542
 GC1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE464959(NAD 83)
 GC1542_MARKER: DB = BENCH MARK DISK
 GC1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1542_SP_SET: CULVERT
 GC1542_STAMPING: B 173 1948
 GC1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1542
 GC1542  HISTORY     - Date     Condition        Report By
 GC1542  HISTORY     - 1948     MONUMENTED       CGS
 GC1542  HISTORY     - 1972     GOOD             TVA
 GC1542
 GC1542                          STATION DESCRIPTION
 GC1542
 GC1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1542'2.4 MI E FROM MC EWEN.
 GC1542'2.45 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1542'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 30 FEET SOUTHEAST OF
 GC1542'POLE 54+14, 44 FEET NORTHEAST OF THE NORTHEAST RAIL OF TRACK, SET
 GC1542'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 GC1542'30-INCH CONCRETE PIPE CULVERT, ABOUT 3 1/2 RAILS WEST OF RAILWAY
 GC1542'SURVEY STATION NO 2870+00, 100 YARDS NORTHWEST OF THE NORTHWEST
 GC1542'END OF A LONG DEEP THRU CUT, AND ABOUT 18 FEET BELOW THE TRACK
 GC1542'LEVEL.
 GC1542
 GC1542                          STATION RECOVERY (1972)
 GC1542
 GC1542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0532 ***********************************************************************
 FE0532  DESIGNATION -  B 174
 FE0532  PID         -  FE0532
 FE0532  STATE/COUNTY-  TN/MCNAIRY
 FE0532  USGS QUAD   -  PURDY (1984)
 FE0532
 FE0532                         *CURRENT SURVEY CONTROL
 FE0532  ___________________________________________________________________
 FE0532* NAD 83(1986)-  35 10 45.     (N)    088 35 11.     (W)     SCALED    
 FE0532* NAVD 88     -       136.644  (meters)     448.31   (feet)  ADJUSTED  
 FE0532  ___________________________________________________________________
 FE0532  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0532  DYNAMIC HT  -         136.517 (meters)     447.89  (feet)  COMP
 FE0532  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FE0532
 FE0532  VERT ORDER  -  FIRST     CLASS II
 FE0532
 FE0532.The horizontal coordinates were scaled from a topographic map and have
 FE0532.an estimated accuracy of +/- 6 seconds.
 FE0532
 FE0532.The orthometric height was determined by differential leveling
 FE0532.and adjusted by the National Geodetic Survey in June 1991..
 FE0532
 FE0532.The geoid height was determined by GEOID03.
 FE0532
 FE0532.The dynamic height is computed by dividing the NAVD 88
 FE0532.geopotential number by the normal gravity value computed on the
 FE0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0532.degrees latitude (g = 980.6199 gals.).
 FE0532
 FE0532.The modeled gravity was interpolated from observed gravity values.
 FE0532
 FE0532;                    North         East    Units  Estimated Accuracy
 FE0532;SPC TN       -    96,960.      364,430.      MT  (+/- 180 meters Scaled)
 FE0532
 FE0532                          SUPERSEDED SURVEY CONTROL
 FE0532
 FE0532  NGVD 29 (??/??/??)  136.640  (m)          448.29   (f) ADJUSTED    1 2
 FE0532
 FE0532.Superseded values are not recommended for survey control.
 FE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0532.See file dsdata.txt to determine how the superseded data were derived.
 FE0532
 FE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD555940(NAD 83)
 FE0532_MARKER: DB = BENCH MARK DISK
 FE0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0532_STAMPING: B 174 1948
 FE0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0532+STABILITY: SURFACE MOTION
 FE0532
 FE0532  HISTORY     - Date     Condition        Report By
 FE0532  HISTORY     - 1948     MONUMENTED       CGS
 FE0532  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0532
 FE0532                          STATION DESCRIPTION
 FE0532
 FE0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0532'0.8 MI NE FROM SELMER.
 FE0532'ABOUT 0.75 MILE NORTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0532'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.75 MILE NORTH OF
 FE0532'MILE POST 348, ABOUT 0.25 MILE SOUTHWEST OF MILE POST 349, ABOUT
 FE0532'0.15 MILE NORTH OF A SIGN SELMER CORPORATION LIMITS, 53.5 FEET
 FE0532'WEST OF THE WEST RAIL OF THE MAIN TRACK, 18 FEET EAST OF THE
 FE0532'CENTER LINE OF THE SOUTH TANGENT OF A ROAD PARALLELING THE
 FE0532'TRACK TO THE SOUTH, THENCE TURNING NORTHWEST, AT THE NORTH END
 FE0532'OF A SMALL CUT, 30.5 FEET NORTH OF A 22-INCH HICKORY TREE, 48
 FE0532'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE
 FE0532'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 FE0532'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A STEEL POST
 FE0532'SET 2 FEET SOUTHWEST OF MARKER.  THERE HAS BEEN A SEWER LINE
 FE0532'CONSTRUCTED IN THIS AREA AND BROKE PARTS OF A CONCRETE MONUMENT
 FE0532'WAS FOUND.
 FE0532
 FE0532                          STATION RECOVERY (1972)
 FE0532
 FE0532'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0417 ***********************************************************************
 FE0417  DESIGNATION -  B 175
 FE0417  PID         -  FE0417
 FE0417  STATE/COUNTY-  TN/MCNAIRY
 FE0417  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0417
 FE0417                         *CURRENT SURVEY CONTROL
 FE0417  ___________________________________________________________________
 FE0417* NAD 83(1986)-  35 13 58.     (N)    088 22 19.     (W)     SCALED    
 FE0417* NAVD 88     -       141.626  (meters)     464.65   (feet)  ADJUSTED  
 FE0417  ___________________________________________________________________
 FE0417  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0417  DYNAMIC HT  -         141.497 (meters)     464.23  (feet)  COMP
 FE0417  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0417
 FE0417  VERT ORDER  -  FIRST     CLASS II
 FE0417
 FE0417.The horizontal coordinates were scaled from a topographic map and have
 FE0417.an estimated accuracy of +/- 6 seconds.
 FE0417
 FE0417.The orthometric height was determined by differential leveling
 FE0417.and adjusted by the National Geodetic Survey in June 1991..
 FE0417.WARNING-Repeat measurements at this control monument indicate possible
 FE0417.vertical movement.
 FE0417
 FE0417.The geoid height was determined by GEOID03.
 FE0417
 FE0417.The dynamic height is computed by dividing the NAVD 88
 FE0417.geopotential number by the normal gravity value computed on the
 FE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0417.degrees latitude (g = 980.6199 gals.).
 FE0417
 FE0417.The modeled gravity was interpolated from observed gravity values.
 FE0417
 FE0417;                    North         East    Units  Estimated Accuracy
 FE0417;SPC TN       -   102,410.      384,110.      MT  (+/- 180 meters Scaled)
 FE0417
 FE0417                          SUPERSEDED SURVEY CONTROL
 FE0417
 FE0417  NGVD 29 (??/??/??)  141.623  (m)          464.64   (f) ADJUSTED    1 2
 FE0417
 FE0417.Superseded values are not recommended for survey control.
 FE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0417.See file dsdata.txt to determine how the superseded data were derived.
 FE0417
 FE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD751997(NAD 83)
 FE0417_MARKER: DB = BENCH MARK DISK
 FE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0417_STAMPING: B 175 1949
 FE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0417+STABILITY: SURFACE MOTION
 FE0417
 FE0417  HISTORY     - Date     Condition        Report By
 FE0417  HISTORY     - 1949     MONUMENTED       CGS
 FE0417  HISTORY     - 1962     GOOD             TVA
 FE0417
 FE0417                          STATION DESCRIPTION
 FE0417
 FE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0417'1 MI E FROM ADAMSVILLE.
 FE0417'1.0 MILE EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FE0417'ADAMSVILLE, ABOUT 0.1 MILE WEST OF A CURVE IN THE HIGHWAY WITH
 FE0417'TANGENTS EXTENDING WEST AND EAST-SOUTHEAST, 38.5 FEET SOUTH OF
 FE0417'THE CENTER LINE OF THE HIGHWAY, 153 FEET WEST-NORTHWEST OF THE
 FE0417'NORTHWEST CORNER OF A LARGE HORSE BARN, 1 FOOT WEST OF A
 FE0417'PROPERTY FENCE LINE LEADING SOUTH, 8.5 FEET SOUTH OF A FENCE
 FE0417'CORNER, 14.5 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH BRANCH
 FE0417'LINES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 FE0417'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0417'4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTH OF MARKER.
 FE0417
 FE0417                          STATION RECOVERY (1962)
 FE0417
 FE0417'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1076 ***********************************************************************
 FD1076  DESIGNATION -  B 176
 FD1076  PID         -  FD1076
 FD1076  STATE/COUNTY-  TN/PERRY
 FD1076  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1076
 FD1076                         *CURRENT SURVEY CONTROL
 FD1076  ___________________________________________________________________
 FD1076* NAD 83(1986)-  35 39 21.     (N)    087 49 16.     (W)     SCALED    
 FD1076* NAVD 88     -       147.955  (meters)     485.42   (feet)  ADJUSTED  
 FD1076  ___________________________________________________________________
 FD1076  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1076  DYNAMIC HT  -         147.822 (meters)     484.98  (feet)  COMP
 FD1076  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FD1076
 FD1076  VERT ORDER  -  FIRST     CLASS II
 FD1076
 FD1076.The horizontal coordinates were scaled from a topographic map and have
 FD1076.an estimated accuracy of +/- 6 seconds.
 FD1076
 FD1076.The orthometric height was determined by differential leveling
 FD1076.and adjusted by the National Geodetic Survey in June 1991..
 FD1076
 FD1076.The geoid height was determined by GEOID03.
 FD1076
 FD1076.The dynamic height is computed by dividing the NAVD 88
 FD1076.geopotential number by the normal gravity value computed on the
 FD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1076.degrees latitude (g = 980.6199 gals.).
 FD1076
 FD1076.The modeled gravity was interpolated from observed gravity values.
 FD1076
 FD1076;                    North         East    Units  Estimated Accuracy
 FD1076;SPC TN       -   148,260.      435,110.      MT  (+/- 180 meters Scaled)
 FD1076
 FD1076                          SUPERSEDED SURVEY CONTROL
 FD1076
 FD1076  NGVD 29 (??/??/92)  147.953  (m)          485.41   (f) ADJ UNCH    1 2
 FD1076
 FD1076.Superseded values are not recommended for survey control.
 FD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1076.See file dsdata.txt to determine how the superseded data were derived.
 FD1076
 FD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE256460(NAD 83)
 FD1076_MARKER: DB = BENCH MARK DISK
 FD1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1076_SP_SET: ABUTMENT
 FD1076_STAMPING: B 176 1949
 FD1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1076
 FD1076  HISTORY     - Date     Condition        Report By
 FD1076  HISTORY     - 1949     MONUMENTED       CGS
 FD1076
 FD1076                          STATION DESCRIPTION
 FD1076
 FD1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1076'3 MI N FROM LINDEN.
 FD1076'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT
 FD1076'HOUSE AT LINDEN, ABOUT 0.2 MILE NORTH OF A HIGH CUT AND TOP OF
 FD1076'A GRADE, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 FD1076'OF A 36-FOOT CONCRETE BRIDGE, 14.5 FEET WEST OF THE CENTER LINE
 FD1076'OF THE HIGHWAY, 0.8 FOOT WEST OF THE CONCRETE BANISTER AND ABOUT
 FD1076'1/2 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1263 ***********************************************************************
 FD1263  DESIGNATION -  B 177
 FD1263  PID         -  FD1263
 FD1263  STATE/COUNTY-  TN/LEWIS
 FD1263  USGS QUAD   -  HOHENWALD (1991)
 FD1263
 FD1263                         *CURRENT SURVEY CONTROL
 FD1263  ___________________________________________________________________
 FD1263* NAD 83(1986)-  35 32 13.     (N)    087 31 54.     (W)     SCALED    
 FD1263* NAVD 88     -       294.899  (meters)     967.51   (feet)  ADJUSTED  
 FD1263  ___________________________________________________________________
 FD1263  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1263  DYNAMIC HT  -         294.626 (meters)     966.62  (feet)  COMP
 FD1263  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FD1263
 FD1263  VERT ORDER  -  FIRST     CLASS II
 FD1263
 FD1263.The horizontal coordinates were scaled from a topographic map and have
 FD1263.an estimated accuracy of +/- 6 seconds.
 FD1263
 FD1263.The orthometric height was determined by differential leveling
 FD1263.and adjusted by the National Geodetic Survey in June 1991..
 FD1263
 FD1263.The geoid height was determined by GEOID03.
 FD1263
 FD1263.The dynamic height is computed by dividing the NAVD 88
 FD1263.geopotential number by the normal gravity value computed on the
 FD1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1263.degrees latitude (g = 980.6199 gals.).
 FD1263
 FD1263.The modeled gravity was interpolated from observed gravity values.
 FD1263
 FD1263;                    North         East    Units  Estimated Accuracy
 FD1263;SPC TN       -   134,630.      461,110.      MT  (+/- 180 meters Scaled)
 FD1263
 FD1263                          SUPERSEDED SURVEY CONTROL
 FD1263
 FD1263  NGVD 29 (??/??/92)  294.875  (m)          967.44   (f) ADJ UNCH    1 2
 FD1263
 FD1263.Superseded values are not recommended for survey control.
 FD1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1263.See file dsdata.txt to determine how the superseded data were derived.
 FD1263
 FD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE518327(NAD 83)
 FD1263_MARKER: DB = BENCH MARK DISK
 FD1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1263_STAMPING: B 177 1949
 FD1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1263+STABILITY: SURFACE MOTION
 FD1263
 FD1263  HISTORY     - Date     Condition        Report By
 FD1263  HISTORY     - 1949     MONUMENTED       CGS
 FD1263  HISTORY     - 1953     GOOD             TVA
 FD1263
 FD1263                          STATION DESCRIPTION
 FD1263
 FD1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1263'1.8 MI E FROM HOHENWALD.
 FD1263'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1263'NATIONAL BANK AT HOHENWALD, ABOUT 0.15 MILE WEST OF THE CROSSING
 FD1263'OF A POWER TRANSMISSION LINE, AT THE SOUTHEAST CORNER OF BROWNS
 FD1263'AIRFIELD, AT A NORTH-SOUTH CROSSROAD, 45 FEET NORTH OF THE CENTER
 FD1263'LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER LINE OF THE DIM
 FD1263'ROAD NORTH, 1 1/2 FEET WEST OF A FENCE LINE, 20.5 FEET SOUTH OF
 FD1263'THE CENTER OF A WELL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 FD1263'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD1263'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IT IS 30 FEET NORTHWEST
 FD1263'OF A POWER POLE AND 16 FEET NORTHEAST OF A 25 INCH CEDAR TREE.
 FD1263
 FD1263                          STATION RECOVERY (1953)
 FD1263
 FD1263'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0184 ***********************************************************************
 FD0184  DESIGNATION -  B 178
 FD0184  PID         -  FD0184
 FD0184  STATE/COUNTY-  TN/LINCOLN
 FD0184  USGS QUAD   -  HUNTLAND (1972)
 FD0184
 FD0184                         *CURRENT SURVEY CONTROL
 FD0184  ___________________________________________________________________
 FD0184* NAD 83(1986)-  35 01 19.     (N)    086 20 33.     (W)     SCALED    
 FD0184* NAVD 88     -       290.307  (meters)     952.45   (feet)  ADJUSTED  
 FD0184  ___________________________________________________________________
 FD0184  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD0184  DYNAMIC HT  -         290.019 (meters)     951.50  (feet)  COMP
 FD0184  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FD0184
 FD0184  VERT ORDER  -  FIRST     CLASS II
 FD0184
 FD0184.The horizontal coordinates were scaled from a topographic map and have
 FD0184.an estimated accuracy of +/- 6 seconds.
 FD0184
 FD0184.The orthometric height was determined by differential leveling
 FD0184.and adjusted by the National Geodetic Survey in June 1991..
 FD0184
 FD0184.The geoid height was determined by GEOID03.
 FD0184
 FD0184.The dynamic height is computed by dividing the NAVD 88
 FD0184.geopotential number by the normal gravity value computed on the
 FD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0184.degrees latitude (g = 980.6199 gals.).
 FD0184
 FD0184.The modeled gravity was interpolated from observed gravity values.
 FD0184
 FD0184;                    North         East    Units  Estimated Accuracy
 FD0184;SPC TN       -    76,460.      568,740.      MT  (+/- 180 meters Scaled)
 FD0184
 FD0184                          SUPERSEDED SURVEY CONTROL
 FD0184
 FD0184  NGVD 29 (??/??/92)  290.265  (m)          952.31   (f) ADJ UNCH    1 2
 FD0184
 FD0184.Superseded values are not recommended for survey control.
 FD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0184.See file dsdata.txt to determine how the superseded data were derived.
 FD0184
 FD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED599756(NAD 83)
 FD0184_MARKER: DB = BENCH MARK DISK
 FD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0184_SP_SET: CULVERT
 FD0184_STAMPING: B 178 1949
 FD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0184
 FD0184  HISTORY     - Date     Condition        Report By
 FD0184  HISTORY     - 1949     MONUMENTED       CGS
 FD0184
 FD0184                          STATION DESCRIPTION
 FD0184
 FD0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0184'1 MI NE FROM ELORA.
 FD0184'1.05 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0184'RAILWAY FROM THE STATION AT ELORA, ABOUT 0.1 MILE NORTHEAST OF A
 FD0184'PRIVATE FARM ROAD CROSSING, SET IN THE TOP OF THE NORTHEAST END
 FD0184'OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 10.3 FEET
 FD0184'SOUTHEAST OF THE SOUTHEAST RAIL AND 3 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0227 ***********************************************************************
 FD0227  DESIGNATION -  B 179
 FD0227  PID         -  FD0227
 FD0227  STATE/COUNTY-  TN/FRANKLIN
 FD0227  USGS QUAD   -  WINCHESTER (1971)
 FD0227
 FD0227                         *CURRENT SURVEY CONTROL
 FD0227  ___________________________________________________________________
 FD0227* NAD 83(1986)-  35 10 03.     (N)    086 03 00.     (W)     SCALED    
 FD0227* NAVD 88     -       298.593  (meters)     979.63   (feet)  ADJUSTED  
 FD0227  ___________________________________________________________________
 FD0227  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0227  DYNAMIC HT  -         298.298 (meters)     978.67  (feet)  COMP
 FD0227  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 FD0227
 FD0227  VERT ORDER  -  FIRST     CLASS II
 FD0227
 FD0227.The horizontal coordinates were scaled from a topographic map and have
 FD0227.an estimated accuracy of +/- 6 seconds.
 FD0227
 FD0227.The orthometric height was determined by differential leveling
 FD0227.and adjusted by the National Geodetic Survey in June 1991..
 FD0227
 FD0227.The geoid height was determined by GEOID03.
 FD0227
 FD0227.The dynamic height is computed by dividing the NAVD 88
 FD0227.geopotential number by the normal gravity value computed on the
 FD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0227.degrees latitude (g = 980.6199 gals.).
 FD0227
 FD0227.The modeled gravity was interpolated from observed gravity values.
 FD0227
 FD0227;                    North         East    Units  Estimated Accuracy
 FD0227;SPC TN       -    92,550.      595,450.      MT  (+/- 180 meters Scaled)
 FD0227
 FD0227                          SUPERSEDED SURVEY CONTROL
 FD0227
 FD0227  NGVD 29 (??/??/92)  298.563  (m)          979.54   (f) ADJ UNCH    1 2
 FD0227
 FD0227.Superseded values are not recommended for survey control.
 FD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0227.See file dsdata.txt to determine how the superseded data were derived.
 FD0227
 FD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED865920(NAD 83)
 FD0227_MARKER: DB = BENCH MARK DISK
 FD0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0227_STAMPING: B 179 1949
 FD0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0227+STABILITY: SURFACE MOTION
 FD0227
 FD0227  HISTORY     - Date     Condition        Report By
 FD0227  HISTORY     - 1949     MONUMENTED       CGS
 FD0227
 FD0227                          STATION DESCRIPTION
 FD0227
 FD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0227'4 MI SE FROM WINCHESTER.
 FD0227'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0227'AT WINCHESTER, THENCE ABOUT 0.15 MILE NORTH ALONG A DRIVE TO THE
 FD0227'UNIVERSITY OF SOUTH AIRPORT, AT THE NORTHEAST CORNER OF THE
 FD0227'HANGAR, 93 1/2 FEET NORTHWEST OF A GASOLINE PUMP, 66 FEET
 FD0227'WEST-NORTHWEST OF THE GASOLINE SERVICE PIT, 3 FEET NORTH OF THE
 FD0227'NORTHEAST CORNER OF THE HANGAR, 1 1/2 FEET NORTH OF A WHITE
 FD0227'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 FD0227'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0213 ***********************************************************************
 GD0213  DESIGNATION -  B 18
 GD0213  PID         -  GD0213
 GD0213  STATE/COUNTY-  TN/HENRY
 GD0213  USGS QUAD   -  PURYEAR (1985)
 GD0213
 GD0213                         *CURRENT SURVEY CONTROL
 GD0213  ___________________________________________________________________
 GD0213* NAD 83(1986)-  36 28 10.     (N)    088 19 53.     (W)     SCALED    
 GD0213* NAVD 88     -       182.043  (meters)     597.25   (feet)  ADJUSTED  
 GD0213  ___________________________________________________________________
 GD0213  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GD0213  DYNAMIC HT  -         181.895 (meters)     596.77  (feet)  COMP
 GD0213  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GD0213
 GD0213  VERT ORDER  -  FIRST     CLASS II
 GD0213
 GD0213.The horizontal coordinates were scaled from a topographic map and have
 GD0213.an estimated accuracy of +/- 6 seconds.
 GD0213
 GD0213.The orthometric height was determined by differential leveling
 GD0213.and adjusted by the National Geodetic Survey in June 1991..
 GD0213
 GD0213.The geoid height was determined by GEOID03.
 GD0213
 GD0213.The dynamic height is computed by dividing the NAVD 88
 GD0213.geopotential number by the normal gravity value computed on the
 GD0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0213.degrees latitude (g = 980.6199 gals.).
 GD0213
 GD0213.The modeled gravity was interpolated from observed gravity values.
 GD0213
 GD0213;                    North         East    Units  Estimated Accuracy
 GD0213;SPC TN       -   239,490.      391,060.      MT  (+/- 180 meters Scaled)
 GD0213
 GD0213                          SUPERSEDED SURVEY CONTROL
 GD0213
 GD0213  NGVD 29 (??/??/??)  182.086  (m)          597.39   (f) ADJUSTED    1 2
 GD0213
 GD0213.Superseded values are not recommended for survey control.
 GD0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0213.See file dsdata.txt to determine how the superseded data were derived.
 GD0213
 GD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF807368(NAD 83)
 GD0213_MARKER: DB = BENCH MARK DISK
 GD0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0213_STAMPING: B 18 1934 597.627
 GD0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0213+STABILITY: SURFACE MOTION
 GD0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0213+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0213
 GD0213  HISTORY     - Date     Condition        Report By
 GD0213  HISTORY     - 1934     MONUMENTED       CGS
 GD0213  HISTORY     - 1968     GOOD             CGS
 GD0213  HISTORY     - 1971     GOOD             NGS
 GD0213  HISTORY     - 20020606 MARK NOT FOUND   USACE
 GD0213  HISTORY     - 20040508 GOOD             USACE
 GD0213
 GD0213                          STATION DESCRIPTION
 GD0213
 GD0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0213'2.2 MI S FROM HAZEL.
 GD0213'THE MARK IS ABOUT 2.2 MILES SOUTH ALONG THE OLD NASHVILLE,
 GD0213'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION AT HAZEL,
 GD0213'CALLOWAY COUNTY, KENTUCKY.  (THIS IS NOW THE LOUISVILLE AND
 GD0213'NASHVILLE RAILROAD).  IT IS 140 FEET NORTHWEST AND ACROSS THE
 GD0213'RAILROAD TRACKS FROM TELEGRAPH POLE NO. 51-11, 109 FEET SOUTHWEST
 GD0213'AND ACROSS THE RAILROAD TRACKS FROM TELEGRAPH POLE NO. 51-10,
 GD0213'44.7 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 40 FEET NORTH
 GD0213'OF THE APPROXIMATE CENTER OF A FIELD ROAD WHERE IT CROSSES THE
 GD0213'TRACKS, 3 FEET EAST OF A FENCE, AND 0.9 OF A FOOT SOUTH OF A
 GD0213'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0213'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD0213'AND THE DISK IS STAMPED B 18 1934 597.627.  NOTE-- POST AND SIGN
 GD0213'AT MONUMENT SET BY C AND GS.
 GD0213
 GD0213                          STATION RECOVERY (1971)
 GD0213
 GD0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0213'RECOVERED IN GOOD CONDITION.
 GD0213
 GD0213                          STATION RECOVERY (2002)
 GD0213
 GD0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0213'MARK NOT FOUND.
 GD0213
 GD0213                          STATION RECOVERY (2004)
 GD0213
 GD0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0333 ***********************************************************************
 FD0333  DESIGNATION -  B 180
 FD0333  PID         -  FD0333
 FD0333  STATE/COUNTY-  TN/LINCOLN
 FD0333  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0333
 FD0333                         *CURRENT SURVEY CONTROL
 FD0333  ___________________________________________________________________
 FD0333* NAD 83(1986)-  35 13 24.     (N)    086 36 28.     (W)     SCALED    
 FD0333* NAVD 88     -       226.478  (meters)     743.04   (feet)  ADJUSTED  
 FD0333  ___________________________________________________________________
 FD0333  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0333  DYNAMIC HT  -         226.269 (meters)     742.35  (feet)  COMP
 FD0333  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FD0333
 FD0333  VERT ORDER  -  FIRST     CLASS II
 FD0333
 FD0333.The horizontal coordinates were scaled from a topographic map and have
 FD0333.an estimated accuracy of +/- 6 seconds.
 FD0333
 FD0333.The orthometric height was determined by differential leveling
 FD0333.and adjusted by the National Geodetic Survey in June 1991..
 FD0333
 FD0333.The geoid height was determined by GEOID03.
 FD0333
 FD0333.The dynamic height is computed by dividing the NAVD 88
 FD0333.geopotential number by the normal gravity value computed on the
 FD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0333.degrees latitude (g = 980.6199 gals.).
 FD0333
 FD0333.The modeled gravity was interpolated from observed gravity values.
 FD0333
 FD0333;                    North         East    Units  Estimated Accuracy
 FD0333;SPC TN       -    98,920.      544,670.      MT  (+/- 180 meters Scaled)
 FD0333
 FD0333                          SUPERSEDED SURVEY CONTROL
 FD0333
 FD0333  NGVD 29 (??/??/92)  226.458  (m)          742.97   (f) ADJ UNCH    1 2
 FD0333
 FD0333.Superseded values are not recommended for survey control.
 FD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0333.See file dsdata.txt to determine how the superseded data were derived.
 FD0333
 FD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED356978(NAD 83)
 FD0333_MARKER: DB = BENCH MARK DISK
 FD0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0333_SP_SET: ABUTMENT
 FD0333_STAMPING: B 180 1949
 FD0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0333
 FD0333  HISTORY     - Date     Condition        Report By
 FD0333  HISTORY     - 1949     MONUMENTED       CGS
 FD0333
 FD0333                          STATION DESCRIPTION
 FD0333
 FD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0333'5.7 MI NW FROM FAYETTEVILLE.
 FD0333'5.7 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0333'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0333'FAYETTEVILLE, 0.55 MILES SOUTHEAST OF THE ROAD CROSSING AND
 FD0333'CHURCH OF CHRIST AT HOWELL, SET IN THE TOP OF THE NORTHEAST END
 FD0333'OF THE SOUTHEAST ABUTMENT OF AN 8-FOOT CONCRETE BRIDGE, 36 1/2
 FD0333'FEET NORTH AND ACROSS THE TRACK FROM POLE NO. 45/10, 7 1/2 FEET
 FD0333'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 3 1/2 FEET BELOW THE
 FD0333'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0181 ***********************************************************************
 GD0181  DESIGNATION -  B 181
 GD0181  PID         -  GD0181
 GD0181  STATE/COUNTY-  TN/HENRY
 GD0181  USGS QUAD   -  OSAGE (1985)
 GD0181
 GD0181                         *CURRENT SURVEY CONTROL
 GD0181  ___________________________________________________________________
 GD0181* NAD 83(1986)-  36 17 51.     (N)    088 23 35.     (W)     SCALED    
 GD0181* NAVD 88     -       154.948  (meters)     508.36   (feet)  ADJUSTED  
 GD0181  ___________________________________________________________________
 GD0181  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0181  DYNAMIC HT  -         154.820 (meters)     507.94  (feet)  COMP
 GD0181  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0181
 GD0181  VERT ORDER  -  FIRST     CLASS II
 GD0181
 GD0181.The horizontal coordinates were scaled from a topographic map and have
 GD0181.an estimated accuracy of +/- 6 seconds.
 GD0181
 GD0181.The orthometric height was determined by differential leveling
 GD0181.and adjusted by the National Geodetic Survey in June 1991..
 GD0181
 GD0181.The geoid height was determined by GEOID03.
 GD0181
 GD0181.The dynamic height is computed by dividing the NAVD 88
 GD0181.geopotential number by the normal gravity value computed on the
 GD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0181.degrees latitude (g = 980.6199 gals.).
 GD0181
 GD0181.The modeled gravity was interpolated from observed gravity values.
 GD0181
 GD0181;                    North         East    Units  Estimated Accuracy
 GD0181;SPC TN       -   220,550.      385,070.      MT  (+/- 180 meters Scaled)
 GD0181
 GD0181                          SUPERSEDED SURVEY CONTROL
 GD0181
 GD0181  NGVD 29 (??/??/??)  154.986  (m)          508.48   (f) ADJUSTED    1 2
 GD0181
 GD0181.Superseded values are not recommended for survey control.
 GD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0181.See file dsdata.txt to determine how the superseded data were derived.
 GD0181
 GD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF749178(NAD 83)
 GD0181_MARKER: DB = BENCH MARK DISK
 GD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0181_STAMPING: B 181 1949
 GD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0181+STABILITY: SURFACE MOTION
 GD0181
 GD0181  HISTORY     - Date     Condition        Report By
 GD0181  HISTORY     - 1949     MONUMENTED       CGS
 GD0181  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0181
 GD0181                          STATION DESCRIPTION
 GD0181
 GD0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0181'3.8 MI W FROM PARIS.
 GD0181'ABOUT 3.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE COURT HOUSE
 GD0181'AT PARIS, AT THE JUNCTION OF A GRAVEL ROAD NORTH, ABOUT 0.6 MILE
 GD0181'EAST OF CENTRAL POINT SCHOOL, 119 FEET NORTH OF THE CENTER LINE
 GD0181'OF THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF THE ROAD
 GD0181'NORTH, 63 FEET NORTHEAST AND ACROSS THE GRAVEL ROAD FROM THE
 GD0181'NORTHEAST CORNER OF A 2-STORY TILE BUILDING HOUSING A STORE, 95.5
 GD0181'FEET NORTH OF A POWER POLE, 18 FEET SOUTH OF THE CENTER OF A
 GD0181'GAP, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN
 GD0181'WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD AND SET IN THE
 GD0181'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- NEW HOUSE
 GD0181'BUILT, YARD GRADED AND DRIVE TO HOUSE HITS IN AREA OF MONUMENT.
 GD0181
 GD0181                          STATION RECOVERY (1971)
 GD0181
 GD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1397 ***********************************************************************
 GC1397  DESIGNATION -  B 182
 GC1397  PID         -  GC1397
 GC1397  STATE/COUNTY-  TN/CHEATHAM
 GC1397  USGS QUAD   -  CUMBERLAND FURNACE (1983)
 GC1397
 GC1397                         *CURRENT SURVEY CONTROL
 GC1397  ___________________________________________________________________
 GC1397* NAD 83(1986)-  36 22 15.     (N)    087 15 02.     (W)     SCALED    
 GC1397* NAVD 88     -       123.617  (meters)     405.57   (feet)  ADJUSTED  
 GC1397  ___________________________________________________________________
 GC1397  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1397  DYNAMIC HT  -         123.513 (meters)     405.23  (feet)  COMP
 GC1397  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GC1397
 GC1397  VERT ORDER  -  FIRST     CLASS II
 GC1397
 GC1397.The horizontal coordinates were scaled from a topographic map and have
 GC1397.an estimated accuracy of +/- 6 seconds.
 GC1397
 GC1397.The orthometric height was determined by differential leveling
 GC1397.and adjusted by the National Geodetic Survey in June 1991..
 GC1397
 GC1397.The geoid height was determined by GEOID03.
 GC1397
 GC1397.The dynamic height is computed by dividing the NAVD 88
 GC1397.geopotential number by the normal gravity value computed on the
 GC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1397.degrees latitude (g = 980.6199 gals.).
 GC1397
 GC1397.The modeled gravity was interpolated from observed gravity values.
 GC1397
 GC1397;                    North         East    Units  Estimated Accuracy
 GC1397;SPC TN       -   226,780.      487,780.      MT  (+/- 180 meters Scaled)
 GC1397
 GC1397                          SUPERSEDED SURVEY CONTROL
 GC1397
 GC1397  NGVD 29 (??/??/92)  123.677  (m)          405.76   (f) ADJ UNCH    1 2
 GC1397
 GC1397.Superseded values are not recommended for survey control.
 GC1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1397.See file dsdata.txt to determine how the superseded data were derived.
 GC1397
 GC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF775251(NAD 83)
 GC1397_MARKER: DB = BENCH MARK DISK
 GC1397_SETTING: 66 = SET IN ROCK OUTCROP
 GC1397_SP_SET: ROCK CUT
 GC1397_STAMPING: B 182 1949
 GC1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1397+STABILITY: POSITION/ELEVATION WELL
 GC1397
 GC1397  HISTORY     - Date     Condition        Report By
 GC1397  HISTORY     - 1949     MONUMENTED       CGS
 GC1397  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1397
 GC1397                          STATION DESCRIPTION
 GC1397
 GC1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1397'14 MI SE FROM CLARKSVILLE.
 GC1397'14.0 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1397'STATION AT CLARKSVILLE, ABOUT 13.95 MILES NORTHWEST OF THE
 GC1397'STATION AT ASHLAND CITY, ABOUT 0.3 MILE SOUTHEAST OF THE SIGN
 GC1397'MONTGOMERY-CHEATHAM COUNTY LINE, 228 FEET SOUTHEAST AND ACROSS
 GC1397'THE TRACK FROM MILE POST H 42, 163 YARDS NORTHWEST OF THE
 GC1397'NORTHWEST END OF TRESTLE NO. H 41-84, 6.1 FEET NORTHEAST OF THE
 GC1397'NORTHEAST RAIL AND SET IN THE TOP OF THE SOUTHWEST EDGE OF A
 GC1397'PROJECTION OF ROCK CUT OF THE BOTTOM OF A ROCK CUT, 0.7 FOOT
 GC1397'NORTHEAST OF THE SOUTHWEST EDGE AND ABOUT 1 FOOT ABOVE THE
 GC1397'TRACK.
 GC1397
 GC1397                          STATION RECOVERY (1984)
 GC1397
 GC1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1397'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1122 ***********************************************************************
 GC1122  DESIGNATION -  B 183
 GC1122  PID         -  GC1122
 GC1122  STATE/COUNTY-  TN/MONTGOMERY
 GC1122  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1122
 GC1122                         *CURRENT SURVEY CONTROL
 GC1122  ___________________________________________________________________
 GC1122* NAD 83(1986)-  36 35 48.     (N)    087 24 05.     (W)     SCALED    
 GC1122* NAVD 88     -       143.755  (meters)     471.64   (feet)  ADJUSTED  
 GC1122  ___________________________________________________________________
 GC1122  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1122  DYNAMIC HT  -         143.636 (meters)     471.25  (feet)  COMP
 GC1122  MODELED GRAV-     979,801.5   (mgal)                       NAVD 88
 GC1122
 GC1122  VERT ORDER  -  FIRST     CLASS II
 GC1122
 GC1122.The horizontal coordinates were scaled from a topographic map and have
 GC1122.an estimated accuracy of +/- 6 seconds.
 GC1122
 GC1122.The orthometric height was determined by differential leveling
 GC1122.and adjusted by the National Geodetic Survey in June 1991..
 GC1122
 GC1122.The geoid height was determined by GEOID03.
 GC1122
 GC1122.The dynamic height is computed by dividing the NAVD 88
 GC1122.geopotential number by the normal gravity value computed on the
 GC1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1122.degrees latitude (g = 980.6199 gals.).
 GC1122
 GC1122.The modeled gravity was interpolated from observed gravity values.
 GC1122
 GC1122;                    North         East    Units  Estimated Accuracy
 GC1122;SPC TN       -   252,020.      474,600.      MT  (+/- 180 meters Scaled)
 GC1122
 GC1122                          SUPERSEDED SURVEY CONTROL
 GC1122
 GC1122  NGVD 29 (??/??/92)  143.816  (m)          471.84   (f) ADJ UNCH    1 2
 GC1122
 GC1122.Superseded values are not recommended for survey control.
 GC1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1122.See file dsdata.txt to determine how the superseded data were derived.
 GC1122
 GC1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF640502(NAD 83)
 GC1122_MARKER: DB = BENCH MARK DISK
 GC1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1122_STAMPING: B 183 1949
 GC1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1122+STABILITY: SURFACE MOTION
 GC1122
 GC1122  HISTORY     - Date     Condition        Report By
 GC1122  HISTORY     - 1949     MONUMENTED       CGS
 GC1122  HISTORY     - 1957     GOOD             NGS
 GC1122
 GC1122                          STATION DESCRIPTION
 GC1122
 GC1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1122'8.9 MI N FROM CLARKSVILLE.
 GC1122'8.9 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1122'STATION AT CLARKSVILLE, 77.5 FEET NORTHWEST OF MILE POST H 65,
 GC1122'ABOUT 0.1 MILE NORTH OF A WOODEN OVERPASS NO. 64-90 OVER TRACK,
 GC1122'ABOUT 0.2 MILE SOUTHEAST OF A STEEL BRIDGE OVER RINGOLD CREEK, 46
 GC1122'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF THE R/W
 GC1122'FENCE LINE, 37.5 FEET SOUTHWEST OF A SIGN RESUME SPEED, 10 FEET
 GC1122'NORTHWEST OF A TWIN OAK TREE IN FENCE LINE, 22 FEET NORTHWEST
 GC1122'OF A 6-INCH CEDAR TREE IN FENCE LINE, 2 FEET SOUTHEAST OF A WHTIE
 GC1122'WOODEN WITNESS POST, 5 FEET ABOVE THE TRACK AND SET IN THE TOP
 GC1122'OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1122
 GC1122                          STATION RECOVERY (1957)
 GC1122
 GC1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1187 ***********************************************************************
 FC1187  DESIGNATION -  B 184
 FC1187  PID         -  FC1187
 FC1187  STATE/COUNTY-  TN/HAMILTON
 FC1187  USGS QUAD   -  CHATTANOOGA (1976)
 FC1187
 FC1187                         *CURRENT SURVEY CONTROL
 FC1187  ___________________________________________________________________
 FC1187* NAD 83(1986)-  35 02 05.     (N)    085 18 17.     (W)     SCALED    
 FC1187* NAVD 88     -       205.364  (meters)     673.77   (feet)  ADJUSTED  
 FC1187  ___________________________________________________________________
 FC1187  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1187  DYNAMIC HT  -         205.160 (meters)     673.10  (feet)  COMP
 FC1187  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 FC1187
 FC1187  VERT ORDER  -  FIRST     CLASS II
 FC1187
 FC1187.The horizontal coordinates were scaled from a topographic map and have
 FC1187.an estimated accuracy of +/- 6 seconds.
 FC1187
 FC1187.The orthometric height was determined by differential leveling
 FC1187.and adjusted by the National Geodetic Survey in June 1991..
 FC1187
 FC1187.The geoid height was determined by GEOID03.
 FC1187
 FC1187.The dynamic height is computed by dividing the NAVD 88
 FC1187.geopotential number by the normal gravity value computed on the
 FC1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1187.degrees latitude (g = 980.6199 gals.).
 FC1187
 FC1187.The modeled gravity was interpolated from observed gravity values.
 FC1187
 FC1187;                    North         East    Units  Estimated Accuracy
 FC1187;SPC TN       -    78,050.      663,450.      MT  (+/- 180 meters Scaled)
 FC1187
 FC1187                          SUPERSEDED SURVEY CONTROL
 FC1187
 FC1187  NGVD 29 (??/??/92)  205.399  (m)          673.88   (f) ADJ UNCH    1 2
 FC1187
 FC1187.Superseded values are not recommended for survey control.
 FC1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1187.See file dsdata.txt to determine how the superseded data were derived.
 FC1187
 FC1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD546782(NAD 83)
 FC1187_MARKER: DB = BENCH MARK DISK
 FC1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1187_SP_SET: BUILDING
 FC1187_STAMPING: B 184 1950
 FC1187_MARK LOGO: CGS   
 FC1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1187
 FC1187  HISTORY     - Date     Condition        Report By
 FC1187  HISTORY     - 1950     MONUMENTED       CGS
 FC1187  HISTORY     - 1983     GOOD             NGS
 FC1187
 FC1187                          STATION DESCRIPTION
 FC1187
 FC1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1187'AT CHATTANOOGA.
 FC1187'AT CHATTANOOGA, SET VERTICALLY IN THE NORTH FACE OF THE BUILDING
 FC1187'OCCUPIED BY RICE BROTHERS AUTO COMPANY AT 1600 ROSSVILLE AVENUE,
 FC1187'EAST AND ACROSS ROSSVILLE AVENUE FROM ST. JAMES METHODIST
 FC1187'CHURCH, 1.8 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
 FC1187'AND 2 1/2 FEET ABOVE THE SIDE WALK.
 FC1187
 FC1187                          STATION RECOVERY (1983)
 FC1187
 FC1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1187'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE RICE BROTHERS AUTO COMPANY
 FC1187'TO LOOKOUT SADDLE COMPANY, CHANGE ST. JAMES METHODIST CHURCH TO NEW
 FC1187'HOPE BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0298 ***********************************************************************
 FD0298  DESIGNATION -  B 185
 FD0298  PID         -  FD0298
 FD0298  STATE/COUNTY-  TN/MARSHALL
 FD0298  USGS QUAD   -  LEWISBURG (1981)
 FD0298
 FD0298                         *CURRENT SURVEY CONTROL
 FD0298  ___________________________________________________________________
 FD0298* NAD 83(1986)-  35 27 14.     (N)    086 47 22.     (W)     SCALED    
 FD0298* NAVD 88     -       226.782  (meters)     744.03   (feet)  ADJUSTED  
 FD0298  ___________________________________________________________________
 FD0298  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0298  DYNAMIC HT  -         226.578 (meters)     743.36  (feet)  COMP
 FD0298  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 FD0298
 FD0298  VERT ORDER  -  FIRST     CLASS II
 FD0298
 FD0298.The horizontal coordinates were scaled from a topographic map and have
 FD0298.an estimated accuracy of +/- 6 seconds.
 FD0298
 FD0298.The orthometric height was determined by differential leveling
 FD0298.and adjusted by the National Geodetic Survey in June 1991..
 FD0298
 FD0298.The geoid height was determined by GEOID03.
 FD0298
 FD0298.The dynamic height is computed by dividing the NAVD 88
 FD0298.geopotential number by the normal gravity value computed on the
 FD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0298.degrees latitude (g = 980.6199 gals.).
 FD0298
 FD0298.The modeled gravity was interpolated from observed gravity values.
 FD0298
 FD0298;                    North         East    Units  Estimated Accuracy
 FD0298;SPC TN       -   124,610.      528,340.      MT  (+/- 180 meters Scaled)
 FD0298
 FD0298                          SUPERSEDED SURVEY CONTROL
 FD0298
 FD0298  NGVD 29 (??/??/92)  226.760  (m)          743.96   (f) ADJ UNCH    1 2
 FD0298
 FD0298.Superseded values are not recommended for survey control.
 FD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0298.See file dsdata.txt to determine how the superseded data were derived.
 FD0298
 FD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE191234(NAD 83)
 FD0298_MARKER: DB = BENCH MARK DISK
 FD0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0298_SP_SET: BUILDING
 FD0298_STAMPING: B 185 1949
 FD0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0298
 FD0298  HISTORY     - Date     Condition        Report By
 FD0298  HISTORY     - 1949     MONUMENTED       CGS
 FD0298
 FD0298                          STATION DESCRIPTION
 FD0298
 FD0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0298'AT LEWISBURG.
 FD0298'AT LEWISBURG, SET VERTICALLY IN THE SOUTH FACE OF THE HARDISON
 FD0298'GRAMMAR SCHOOL, AT THE WEST END OF THE WATER TABLE, 10 1/4
 FD0298'FEET EAST OF THE CENTER LINE OF THE SOUTH ENTRANCE AND ABOUT
 FD0298'1.2 FEET ABOVE THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0053 ***********************************************************************
 FD0053  DESIGNATION -  B 186
 FD0053  PID         -  FD0053
 FD0053  STATE/COUNTY-  TN/RUTHERFORD
 FD0053  USGS QUAD   -  MURFREESBORO (1983)
 FD0053
 FD0053                         *CURRENT SURVEY CONTROL
 FD0053  ___________________________________________________________________
 FD0053* NAD 83(1986)-  35 52 10.     (N)    086 25 15.     (W)     SCALED    
 FD0053* NAVD 88     -       170.634  (meters)     559.82   (feet)  ADJUSTED  
 FD0053  ___________________________________________________________________
 FD0053  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0053  DYNAMIC HT  -         170.485 (meters)     559.33  (feet)  COMP
 FD0053  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 FD0053
 FD0053  VERT ORDER  -  FIRST     CLASS II
 FD0053
 FD0053.The horizontal coordinates were scaled from a topographic map and have
 FD0053.an estimated accuracy of +/- 6 seconds.
 FD0053
 FD0053.The orthometric height was determined by differential leveling
 FD0053.and adjusted by the National Geodetic Survey in June 1991..
 FD0053
 FD0053.The geoid height was determined by GEOID03.
 FD0053
 FD0053.The dynamic height is computed by dividing the NAVD 88
 FD0053.geopotential number by the normal gravity value computed on the
 FD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0053.degrees latitude (g = 980.6199 gals.).
 FD0053
 FD0053.The modeled gravity was interpolated from observed gravity values.
 FD0053
 FD0053;                    North         East    Units  Estimated Accuracy
 FD0053;SPC TN       -   170,510.      562,000.      MT  (+/- 180 meters Scaled)
 FD0053
 FD0053                          SUPERSEDED SURVEY CONTROL
 FD0053
 FD0053  NGVD 29 (??/??/92)  170.648  (m)          559.87   (f) ADJ UNCH    1 2
 FD0053
 FD0053.Superseded values are not recommended for survey control.
 FD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0053.See file dsdata.txt to determine how the superseded data were derived.
 FD0053
 FD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE522696(NAD 83)
 FD0053_MARKER: DB = BENCH MARK DISK
 FD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0053_STAMPING: B 186 1949
 FD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0053+STABILITY: SURFACE MOTION
 FD0053
 FD0053  HISTORY     - Date     Condition        Report By
 FD0053  HISTORY     - 1949     MONUMENTED       CGS
 FD0053  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0053
 FD0053                          STATION DESCRIPTION
 FD0053
 FD0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0053'2 MI NW FROM MURFREESBORO.
 FD0053'2.0 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0053'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 0.15 MILE
 FD0053'NORTHWEST OF THE RAILWAY OVERPASS OVER U.S. HIGHWAY 70S AND 41, 113
 FD0053'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A FARM HOUSE, 79 FEET
 FD0053'EAST OF THE CENTER OF AN ABANDONED ROAD CROSSING, 45 FEET NORTHEAST
 FD0053'OF THE NORTHEAST RAIL, 44 FEET EAST OF POLE 29/23, 47 1/2 FEET
 FD0053'NORTH OF TELEPHONE POLE NO. 1243, 17 FEET NORTHWEST OF THE
 FD0053'CENTER LINE OF A DRIVE TO THE FARM HOUSE, 1 1/2 FEET NORTHWEST OF
 FD0053'A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE
 FD0053'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD0053
 FD0053                          STATION RECOVERY (2001)
 FD0053
 FD0053'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0418 ***********************************************************************
 GC0418  DESIGNATION -  B 187
 GC0418  PID         -  GC0418
 GC0418  STATE/COUNTY-  TN/DAVIDSON
 GC0418  USGS QUAD   -  LA VERGNE (1983)
 GC0418
 GC0418                         *CURRENT SURVEY CONTROL
 GC0418  ___________________________________________________________________
 GC0418* NAD 83(1986)-  36 01 35.     (N)    086 36 29.     (W)     SCALED    
 GC0418* NAVD 88     -       181.631  (meters)     595.90   (feet)  ADJUSTED  
 GC0418  ___________________________________________________________________
 GC0418  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC0418  DYNAMIC HT  -         181.475 (meters)     595.39  (feet)  COMP
 GC0418  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0418
 GC0418  VERT ORDER  -  FIRST     CLASS II
 GC0418
 GC0418.The horizontal coordinates were scaled from a topographic map and have
 GC0418.an estimated accuracy of +/- 6 seconds.
 GC0418
 GC0418.The orthometric height was determined by differential leveling
 GC0418.and adjusted by the National Geodetic Survey in June 1991..
 GC0418
 GC0418.The geoid height was determined by GEOID03.
 GC0418
 GC0418.The dynamic height is computed by dividing the NAVD 88
 GC0418.geopotential number by the normal gravity value computed on the
 GC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0418.degrees latitude (g = 980.6199 gals.).
 GC0418
 GC0418.The modeled gravity was interpolated from observed gravity values.
 GC0418
 GC0418;                    North         East    Units  Estimated Accuracy
 GC0418;SPC TN       -   188,010.      545,200.      MT  (+/- 180 meters Scaled)
 GC0418
 GC0418                          SUPERSEDED SURVEY CONTROL
 GC0418
 GC0418  NGVD 29 (??/??/92)  181.650  (m)          595.96   (f) ADJ UNCH    1 2
 GC0418
 GC0418.Superseded values are not recommended for survey control.
 GC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0418.See file dsdata.txt to determine how the superseded data were derived.
 GC0418
 GC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE353869(NAD 83)
 GC0418_MARKER: DB = BENCH MARK DISK
 GC0418_SETTING: 66 = SET IN ROCK OUTCROP
 GC0418_SP_SET: ROCK LEDGE
 GC0418_STAMPING: B 187 1949
 GC0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0418+STABILITY: POSITION/ELEVATION WELL
 GC0418
 GC0418  HISTORY     - Date     Condition        Report By
 GC0418  HISTORY     - 1949     MONUMENTED       CGS
 GC0418
 GC0418                          STATION DESCRIPTION
 GC0418
 GC0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0418'1.7 MI NW FROM LA VERGNE.
 GC0418'1.7 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0418'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, ABOUT 0.35 MILE
 GC0418'SOUTHEAST OF THE OVERPASS OF A COUNTY ROAD OVER THE TRACKS,
 GC0418'SET IN THE TOP OF AN OUTCROPPING LEDGE OF ROCK, 477 FEET
 GC0418'SOUTHEAST OF MILE POST 14, 56 FEET SOUTHEAST OF POLE 14/3, 11.2
 GC0418'FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE
 GC0418'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1082 ***********************************************************************
 FC1082  DESIGNATION -  B 189
 FC1082  PID         -  FC1082
 FC1082  STATE/COUNTY-  TN/HAMILTON
 FC1082  USGS QUAD   -  SODDY (1972)
 FC1082
 FC1082                         *CURRENT SURVEY CONTROL
 FC1082  ___________________________________________________________________
 FC1082* NAD 83(1986)-  35 20 20.     (N)    085 08 13.     (W)     SCALED    
 FC1082* NAVD 88     -       222.394  (meters)     729.64   (feet)  ADJUSTED  
 FC1082  ___________________________________________________________________
 FC1082  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1082  DYNAMIC HT  -         222.175 (meters)     728.92  (feet)  COMP
 FC1082  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 FC1082
 FC1082  VERT ORDER  -  FIRST     CLASS II
 FC1082
 FC1082.The horizontal coordinates were scaled from a topographic map and have
 FC1082.an estimated accuracy of +/- 6 seconds.
 FC1082
 FC1082.The orthometric height was determined by differential leveling
 FC1082.and adjusted by the National Geodetic Survey in June 1991..
 FC1082
 FC1082.The geoid height was determined by GEOID03.
 FC1082
 FC1082.The dynamic height is computed by dividing the NAVD 88
 FC1082.geopotential number by the normal gravity value computed on the
 FC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1082.degrees latitude (g = 980.6199 gals.).
 FC1082
 FC1082.The modeled gravity was interpolated from observed gravity values.
 FC1082
 FC1082;                    North         East    Units  Estimated Accuracy
 FC1082;SPC TN       -   111,910.      678,460.      MT  (+/- 180 meters Scaled)
 FC1082
 FC1082                          SUPERSEDED SURVEY CONTROL
 FC1082
 FC1082  NGVD 29 (??/??/92)  222.444  (m)          729.80   (f) ADJ UNCH    1 2
 FC1082
 FC1082.Superseded values are not recommended for survey control.
 FC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1082.See file dsdata.txt to determine how the superseded data were derived.
 FC1082
 FC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE693122(NAD 83)
 FC1082_MARKER: DB = BENCH MARK DISK
 FC1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1082_SP_SET: BRIDGE
 FC1082_STAMPING: B 189 1950
 FC1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1082
 FC1082  HISTORY     - Date     Condition        Report By
 FC1082  HISTORY     - 1950     MONUMENTED       CGS
 FC1082  HISTORY     - 1972     GOOD             TVA
 FC1082
 FC1082                          STATION DESCRIPTION
 FC1082
 FC1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1082'3.3 MI SW FROM SALE CREEK.
 FC1082'ABOUT 3.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1082'STATION AT SALE CREEK, ABOUT 0.4 MILE SOUTHWEST OF BAKEWELL, SET
 FC1082'IN THE TOP OF THE NORTH CORNER OF THE NORTHWEST END OF THE
 FC1082'SOUTHWEST BRIDGE SEAT OF RAILROAD BRIDGE NO. 313.0 OVER POSSUM
 FC1082'CREEK, 9 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 314 FEET
 FC1082'SOUTHWEST OF MILE POST 313, 6 INCHES SOUTHWEST OF THE NORTHEAST
 FC1082'FACE OF BRIDGE SEAT, 6 INCHES SOUTHWEST OF THE NORTHWEST END OF
 FC1082'BRIDGE SEAT AND ABOUT 4 FEET BELOW THE TRACK.
 FC1082
 FC1082                          STATION RECOVERY (1972)
 FC1082
 FC1082'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0239 ***********************************************************************
 GD0239  DESIGNATION -  B 19
 GD0239  PID         -  GD0239
 GD0239  STATE/COUNTY-  TN/CARROLL
 GD0239  USGS QUAD   -  VALE (1985)
 GD0239
 GD0239                         *CURRENT SURVEY CONTROL
 GD0239  ___________________________________________________________________
 GD0239* NAD 83(1986)-  36 00 19.     (N)    088 16 54.     (W)     SCALED    
 GD0239* NAVD 88     -       143.850  (meters)     471.95   (feet)  ADJUSTED  
 GD0239  ___________________________________________________________________
 GD0239  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0239  DYNAMIC HT  -         143.727 (meters)     471.54  (feet)  COMP
 GD0239  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GD0239
 GD0239  VERT ORDER  -  FIRST     CLASS II
 GD0239
 GD0239.The horizontal coordinates were scaled from a topographic map and have
 GD0239.an estimated accuracy of +/- 6 seconds.
 GD0239
 GD0239.The orthometric height was determined by differential leveling
 GD0239.and adjusted by the National Geodetic Survey in June 1991..
 GD0239
 GD0239.The geoid height was determined by GEOID03.
 GD0239
 GD0239.The dynamic height is computed by dividing the NAVD 88
 GD0239.geopotential number by the normal gravity value computed on the
 GD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0239.degrees latitude (g = 980.6199 gals.).
 GD0239
 GD0239.The modeled gravity was interpolated from observed gravity values.
 GD0239
 GD0239;                    North         East    Units  Estimated Accuracy
 GD0239;SPC TN       -   187,900.      394,320.      MT  (+/- 180 meters Scaled)
 GD0239
 GD0239                          SUPERSEDED SURVEY CONTROL
 GD0239
 GD0239  NGVD 29 (??/??/??)  143.872  (m)          472.02   (f) ADJUSTED    1 2
 GD0239
 GD0239.Superseded values are not recommended for survey control.
 GD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0239.See file dsdata.txt to determine how the superseded data were derived.
 GD0239
 GD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE844852(NAD 83)
 GD0239_MARKER: DB = BENCH MARK DISK
 GD0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0239_STAMPING: B 19 1934 472.204
 GD0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0239+STABILITY: SURFACE MOTION
 GD0239
 GD0239  HISTORY     - Date     Condition        Report By
 GD0239  HISTORY     - 1934     MONUMENTED       CGS
 GD0239  HISTORY     - 1969     GOOD             CGS
 GD0239  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0239
 GD0239                          STATION DESCRIPTION
 GD0239
 GD0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0239'2 MI S FROM HOLLOW ROCK.
 GD0239'THE RAILROAD HAS BEEN RELOCATED AND IS NOW SOME DISTANCE FROM THE
 GD0239'OLD ABANDONED RAILROAD BED OF THE OLD NASHVILLE, CHATTANOOGA
 GD0239'AND ST. LOUIS RAILROAD.  FOLLOWING IS A NEW AND COMPLETE
 GD0239'DESCRIPTION.  THE MARK IS ABOUT 2 MILES SOUTH ALONG THE LOUISVILLE
 GD0239'AND NASHVILLE RAILROAD FROM THE OLD NASHVILLE, CHATTANOOGA AND
 GD0239'ST. LOUIS RAILROAD JUNCTION IN HOLLOW ROCK.  IT IS ABOUT 125 YARDS
 GD0239'EAST OF THE PRESENT LOUISVILLE AND NASHVILLE RAILROAD TRACKS,
 GD0239'48 FEET WEST OF THE APPROXIMATE CENTER OF THE OLD NASHVILLE,
 GD0239'CHATTANOOGA AND ST. LOUIS RAILROAD BED (NOW A TRACK ROAD), 40
 GD0239'FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET
 GD0239'NORTHWEST OF A TELEPHONE POLE, 18 FEET NORTH OF A 36-INCH BLACK
 GD0239'OAK TREE, AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS POST AND
 GD0239'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD0239'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GD0239'B 19 1934 472.204.  NOTE-- FROM OLD RR LOCATION AND FROM GRAVEL
 GD0239'COUNTY RD.
 GD0239
 GD0239                          STATION RECOVERY (1971)
 GD0239
 GD0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0483 ***********************************************************************
 GB0483  DESIGNATION -  B 190
 GB0483  PID         -  GB0483
 GB0483  STATE/COUNTY-  TN/ANDERSON
 GB0483  USGS QUAD   -  POWELL (1976)
 GB0483
 GB0483                         *CURRENT SURVEY CONTROL
 GB0483  ___________________________________________________________________
 GB0483* NAD 83(1986)-  36 02 09.     (N)    084 07 24.     (W)     SCALED    
 GB0483* NAVD 88     -       269.142  (meters)     883.01   (feet)  ADJUSTED  
 GB0483  ___________________________________________________________________
 GB0483  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0483  DYNAMIC HT  -         268.894 (meters)     882.20  (feet)  COMP
 GB0483  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GB0483
 GB0483  VERT ORDER  -  FIRST     CLASS II
 GB0483
 GB0483.The horizontal coordinates were scaled from a topographic map and have
 GB0483.an estimated accuracy of +/- 6 seconds.
 GB0483
 GB0483.The orthometric height was determined by differential leveling
 GB0483.and adjusted by the National Geodetic Survey in June 1991..
 GB0483
 GB0483.The geoid height was determined by GEOID03.
 GB0483
 GB0483.The dynamic height is computed by dividing the NAVD 88
 GB0483.geopotential number by the normal gravity value computed on the
 GB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0483.degrees latitude (g = 980.6199 gals.).
 GB0483
 GB0483.The modeled gravity was interpolated from observed gravity values.
 GB0483
 GB0483;                    North         East    Units  Estimated Accuracy
 GB0483;SPC TN       -   190,510.      769,110.      MT  (+/- 180 meters Scaled)
 GB0483
 GB0483                          SUPERSEDED SURVEY CONTROL
 GB0483
 GB0483  NGVD 29 (??/??/92)  269.272  (m)          883.44   (f) ADJ UNCH    1 2
 GB0483
 GB0483.Superseded values are not recommended for survey control.
 GB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0483.See file dsdata.txt to determine how the superseded data were derived.
 GB0483
 GB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE591917(NAD 83)
 GB0483_MARKER: DB = BENCH MARK DISK
 GB0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0483_STAMPING: B 190 1950
 GB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0483+STABILITY: SURFACE MOTION
 GB0483
 GB0483  HISTORY     - Date     Condition        Report By
 GB0483  HISTORY     - 1950     MONUMENTED       CGS
 GB0483  HISTORY     - 1967     GOOD             NGS
 GB0483  HISTORY     - 1973     GOOD             LOCSUR
 GB0483
 GB0483                          STATION DESCRIPTION
 GB0483
 GB0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0483'5.4 MI SE FROM CLINTON.
 GB0483'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0483'COURTHOUSE AT CLINTON, THENCE ABOUT 0.5 MILE WEST ALONG RACOON
 GB0483'VALLEY ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A PAVED
 GB0483'ROAD, AT THE ABANDONED CLINTON-OAK RIDGE AIRPORT, 163.5 FEET
 GB0483'SOUTHWEST OF BENCH MARK C 190, 151 FEET SOUTH OF THE SOUTH
 GB0483'CORNER OF A BARN, 2 1/2 FEET SOUTH OF A 1 1/2-FOOT SQUARE 0.6
 GB0483'FOOT HIGH CONCRETE POST THAT WAS ONCE THE FOOTING FOR THE
 GB0483'SOUTH CORNER OF A HANGAR, ABOUT LEVEL WITH THE ABANDONED RUNWAY AND
 GB0483'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 GB0483'LEVEL OF THE GROUND.
 GB0483
 GB0483                          STATION RECOVERY (1973)
 GB0483
 GB0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0853 ***********************************************************************
 FC0853  DESIGNATION -  B 191
 FC0853  PID         -  FC0853
 FC0853  STATE/COUNTY-  TN/MORGAN
 FC0853  USGS QUAD   -  HARRIMAN (1980)
 FC0853
 FC0853                         *CURRENT SURVEY CONTROL
 FC0853  ___________________________________________________________________
 FC0853* NAD 83(1986)-  35 59 45.     (N)    084 33 59.     (W)     SCALED    
 FC0853* NAVD 88     -       243.862  (meters)     800.07   (feet)  ADJUSTED  
 FC0853  ___________________________________________________________________
 FC0853  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FC0853  DYNAMIC HT  -         243.639 (meters)     799.34  (feet)  COMP
 FC0853  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FC0853
 FC0853  VERT ORDER  -  FIRST     CLASS I
 FC0853
 FC0853.The horizontal coordinates were scaled from a topographic map and have
 FC0853.an estimated accuracy of +/- 6 seconds.
 FC0853
 FC0853.The orthometric height was determined by differential leveling
 FC0853.and adjusted by the National Geodetic Survey in June 1991..
 FC0853
 FC0853.The geoid height was determined by GEOID03.
 FC0853
 FC0853.The dynamic height is computed by dividing the NAVD 88
 FC0853.geopotential number by the normal gravity value computed on the
 FC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0853.degrees latitude (g = 980.6199 gals.).
 FC0853
 FC0853.The modeled gravity was interpolated from observed gravity values.
 FC0853
 FC0853;                    North         East    Units  Estimated Accuracy
 FC0853;SPC TN       -   185,400.      729,260.      MT  (+/- 180 meters Scaled)
 FC0853
 FC0853                          SUPERSEDED SURVEY CONTROL
 FC0853
 FC0853  NGVD 29 (??/??/92)  243.977  (m)          800.45   (f) ADJ UNCH    1 1
 FC0853
 FC0853.Superseded values are not recommended for survey control.
 FC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0853.See file dsdata.txt to determine how the superseded data were derived.
 FC0853
 FC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE193862(NAD 83)
 FC0853_MARKER: DB = BENCH MARK DISK
 FC0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0853_SP_SET: CULVERT
 FC0853_STAMPING: B 191 1950
 FC0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0853
 FC0853  HISTORY     - Date     Condition        Report By
 FC0853  HISTORY     - 1950     MONUMENTED       CGS
 FC0853  HISTORY     - 1968     GOOD             NGS
 FC0853  HISTORY     - 1972     GOOD             TVA
 FC0853
 FC0853                          STATION DESCRIPTION
 FC0853
 FC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0853'0.6 MI N FROM OAKDALE.
 FC0853'ABOUT 0.65 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0853'AT OAKDALE, 0.3 MILE NORTH OF MILEPOST 254, 0.25 MILE SOUTHEAST OF
 FC0853'A METAL TOWER WHICH SUPPORTS RAILROAD YARD LIGHTS, 14 1/2 FEET
 FC0853'EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF A
 FC0853'LEDGE ON THE EAST ROCK WALL OF A CUT FOR THE RAILROAD, 114 FEET
 FC0853'SOUTH OF THE NORTH END OF THE CUT, 214 FEET NORTH OF THE NORTHEAST
 FC0853'END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK,
 FC0853'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 FC0853
 FC0853                          STATION RECOVERY (1972)
 FC0853
 FC0853'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1070 ***********************************************************************
 FC1070  DESIGNATION -  B 192
 FC1070  PID         -  FC1070
 FC1070  STATE/COUNTY-  TN/RHEA
 FC1070  USGS QUAD   -  GRAYSVILLE (1990)
 FC1070
 FC1070                         *CURRENT SURVEY CONTROL
 FC1070  ___________________________________________________________________
 FC1070* NAD 83(1986)-  35 26 07.     (N)    085 05 33.     (W)     SCALED    
 FC1070* NAVD 88     -       216.943  (meters)     711.75   (feet)  ADJUSTED  
 FC1070  ___________________________________________________________________
 FC1070  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1070  DYNAMIC HT  -         216.731 (meters)     711.06  (feet)  COMP
 FC1070  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1070
 FC1070  VERT ORDER  -  FIRST     CLASS II
 FC1070
 FC1070.The horizontal coordinates were scaled from a topographic map and have
 FC1070.an estimated accuracy of +/- 6 seconds.
 FC1070
 FC1070.The orthometric height was determined by differential leveling
 FC1070.and adjusted by the National Geodetic Survey in June 1991..
 FC1070
 FC1070.The geoid height was determined by GEOID03.
 FC1070
 FC1070.The dynamic height is computed by dividing the NAVD 88
 FC1070.geopotential number by the normal gravity value computed on the
 FC1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1070.degrees latitude (g = 980.6199 gals.).
 FC1070
 FC1070.The modeled gravity was interpolated from observed gravity values.
 FC1070
 FC1070;                    North         East    Units  Estimated Accuracy
 FC1070;SPC TN       -   122,640.      682,400.      MT  (+/- 180 meters Scaled)
 FC1070
 FC1070                          SUPERSEDED SURVEY CONTROL
 FC1070
 FC1070  NGVD 29 (??/??/92)  217.002  (m)          711.95   (f) ADJ UNCH    1 2
 FC1070
 FC1070.Superseded values are not recommended for survey control.
 FC1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1070.See file dsdata.txt to determine how the superseded data were derived.
 FC1070
 FC1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE731229(NAD 83)
 FC1070_MARKER: DB = BENCH MARK DISK
 FC1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1070_SP_SET: BRIDGE
 FC1070_STAMPING: B 192 1950
 FC1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1070
 FC1070  HISTORY     - Date     Condition        Report By
 FC1070  HISTORY     - 1950     MONUMENTED       CGS
 FC1070  HISTORY     - 1972     GOOD             TVA
 FC1070
 FC1070                          STATION DESCRIPTION
 FC1070
 FC1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1070'0.8 MI S FROM GRAYSVILLE.
 FC1070'ABOUT 0.8 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1070'AT GRAYSVILLE, SET IN THE TOP AND 1 FOOT WEST OF THE EAST END
 FC1070'OF THE FIRST CONCRETE PIER SOUTH OF THE NORTH STONE ABUTMENT OF
 FC1070'BRIDGE NO. 305.8 OVER ROARING CREEK, 17 FEET EAST OF THE EAST
 FC1070'RAIL AND ABOUT 5 FEET BELOW THE TRACK.
 FC1070
 FC1070                          STATION RECOVERY (1972)
 FC1070
 FC1070'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0684 ***********************************************************************
 FC0684  DESIGNATION -  B 193
 FC0684  PID         -  FC0684
 FC0684  STATE/COUNTY-  TN/RHEA
 FC0684  USGS QUAD   -  PENNINE (1990)
 FC0684
 FC0684                         *CURRENT SURVEY CONTROL
 FC0684  ___________________________________________________________________
 FC0684* NAD 83(1986)-  35 39 33.     (N)    084 52 58.     (W)     SCALED    
 FC0684* NAVD 88     -       242.779  (meters)     796.52   (feet)  ADJUSTED  
 FC0684  ___________________________________________________________________
 FC0684  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0684  DYNAMIC HT  -         242.549 (meters)     795.76  (feet)  COMP
 FC0684  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 FC0684
 FC0684  VERT ORDER  -  FIRST     CLASS II
 FC0684
 FC0684.The horizontal coordinates were scaled from a topographic map and have
 FC0684.an estimated accuracy of +/- 6 seconds.
 FC0684
 FC0684.The orthometric height was determined by differential leveling
 FC0684.and adjusted by the National Geodetic Survey in June 1991..
 FC0684
 FC0684.The geoid height was determined by GEOID03.
 FC0684
 FC0684.The dynamic height is computed by dividing the NAVD 88
 FC0684.geopotential number by the normal gravity value computed on the
 FC0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0684.degrees latitude (g = 980.6199 gals.).
 FC0684
 FC0684.The modeled gravity was interpolated from observed gravity values.
 FC0684
 FC0684;                    North         East    Units  Estimated Accuracy
 FC0684;SPC TN       -   147,680.      701,160.      MT  (+/- 180 meters Scaled)
 FC0684
 FC0684                          SUPERSEDED SURVEY CONTROL
 FC0684
 FC0684  NGVD 29 (??/??/92)  242.859  (m)          796.78   (f) ADJ UNCH    1 2
 FC0684
 FC0684.Superseded values are not recommended for survey control.
 FC0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0684.See file dsdata.txt to determine how the superseded data were derived.
 FC0684
 FC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE916482(NAD 83)
 FC0684_MARKER: DB = BENCH MARK DISK
 FC0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0684_SP_SET: BRIDGE
 FC0684_STAMPING: B 193 1950
 FC0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0684
 FC0684  HISTORY     - Date     Condition        Report By
 FC0684  HISTORY     - 1950     MONUMENTED       CGS
 FC0684
 FC0684                          STATION DESCRIPTION
 FC0684
 FC0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0684'2.7 MI SW FROM SPRING CITY.
 FC0684'2.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0684'AT SPRING CITY, 75 YARDS NORTHEAST OF MILE POST 286, ABOUT 69
 FC0684'YARDS NORTHEAST OF A YARD LIMIT SIGN POST, SET IN THE TOP OF THE
 FC0684'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 10-FOOT
 FC0684'BRIDGE WITH STONE MASONRY ABUTMENTS, 8 1/2 FEET SOUTHEAST OF THE
 FC0684'SOUTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0666 ***********************************************************************
 FC0666  DESIGNATION -  B 194
 FC0666  PID         -  FC0666
 FC0666  STATE/COUNTY-  TN/RHEA
 FC0666  USGS QUAD   -  RODDY (1976)
 FC0666
 FC0666                         *CURRENT SURVEY CONTROL
 FC0666  ___________________________________________________________________
 FC0666* NAD 83(1986)-  35 46 23.     (N)    084 46 19.     (W)     SCALED    
 FC0666* NAVD 88     -       234.680  (meters)     769.95   (feet)  ADJUSTED  
 FC0666  ___________________________________________________________________
 FC0666  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0666  DYNAMIC HT  -         234.461 (meters)     769.23  (feet)  COMP
 FC0666  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FC0666
 FC0666  VERT ORDER  -  FIRST     CLASS II
 FC0666
 FC0666.The horizontal coordinates were scaled from a topographic map and have
 FC0666.an estimated accuracy of +/- 6 seconds.
 FC0666
 FC0666.The orthometric height was determined by differential leveling
 FC0666.and adjusted by the National Geodetic Survey in June 1991..
 FC0666
 FC0666.The geoid height was determined by GEOID03.
 FC0666
 FC0666.The dynamic height is computed by dividing the NAVD 88
 FC0666.geopotential number by the normal gravity value computed on the
 FC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0666.degrees latitude (g = 980.6199 gals.).
 FC0666
 FC0666.The modeled gravity was interpolated from observed gravity values.
 FC0666
 FC0666;                    North         East    Units  Estimated Accuracy
 FC0666;SPC TN       -   160,430.      711,030.      MT  (+/- 180 meters Scaled)
 FC0666
 FC0666                          SUPERSEDED SURVEY CONTROL
 FC0666
 FC0666  NGVD 29 (??/??/92)  234.772  (m)          770.25   (f) ADJ UNCH    1 2
 FC0666
 FC0666.Superseded values are not recommended for survey control.
 FC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0666.See file dsdata.txt to determine how the superseded data were derived.
 FC0666
 FC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013610(NAD 83)
 FC0666_MARKER: DB = BENCH MARK DISK
 FC0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0666_STAMPING: B 194 1950
 FC0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0666+STABILITY: SURFACE MOTION
 FC0666
 FC0666  HISTORY     - Date     Condition        Report By
 FC0666  HISTORY     - 1950     MONUMENTED       CGS
 FC0666
 FC0666                          STATION DESCRIPTION
 FC0666
 FC0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0666'7.6 MI NE FROM SPRING CITY.
 FC0666'7.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0666'AT SPRING CITY, 183 YARDS NORTHEAST OF THE ROAD CROSSING AT
 FC0666'RODDY, 182 YARDS SOUTHWEST OF A 4-FOOT CAST IRON PIPE CULVERT,
 FC0666'45 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 53
 FC0666'FEET NORTH OF THE CENTER OF A CIRCULAR CONCRETE BATTERY BOX,
 FC0666'1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A.
 FC0666'STEEL WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 FC0666'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0717 ***********************************************************************
 FC0717  DESIGNATION -  B 195
 FC0717  PID         -  FC0717
 FC0717  STATE/COUNTY-  TN/ROANE
 FC0717  USGS QUAD   -  HARRIMAN (1980)
 FC0717
 FC0717                         *CURRENT SURVEY CONTROL
 FC0717  ___________________________________________________________________
 FC0717* NAD 83(1986)-  35 56 39.     (N)    084 31 19.     (W)     SCALED    
 FC0717* NAVD 88     -       229.669  (meters)     753.51   (feet)  ADJUSTED  
 FC0717  ___________________________________________________________________
 FC0717  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0717  DYNAMIC HT  -         229.458 (meters)     752.81  (feet)  COMP
 FC0717  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0717
 FC0717  VERT ORDER  -  FIRST     CLASS II
 FC0717
 FC0717.The horizontal coordinates were scaled from a topographic map and have
 FC0717.an estimated accuracy of +/- 6 seconds.
 FC0717
 FC0717.The orthometric height was determined by differential leveling
 FC0717.and adjusted by the National Geodetic Survey in June 1991..
 FC0717
 FC0717.The geoid height was determined by GEOID03.
 FC0717
 FC0717.The dynamic height is computed by dividing the NAVD 88
 FC0717.geopotential number by the normal gravity value computed on the
 FC0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0717.degrees latitude (g = 980.6199 gals.).
 FC0717
 FC0717.The modeled gravity was interpolated from observed gravity values.
 FC0717
 FC0717;                    North         East    Units  Estimated Accuracy
 FC0717;SPC TN       -   179,730.      733,350.      MT  (+/- 180 meters Scaled)
 FC0717
 FC0717                          SUPERSEDED SURVEY CONTROL
 FC0717
 FC0717  NGVD 29 (??/??/92)  229.788  (m)          753.90   (f) ADJ UNCH    1 2
 FC0717
 FC0717.Superseded values are not recommended for survey control.
 FC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0717.See file dsdata.txt to determine how the superseded data were derived.
 FC0717
 FC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE235805(NAD 83)
 FC0717_MARKER: DB = BENCH MARK DISK
 FC0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0717_STAMPING: B 195 1950
 FC0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0717+STABILITY: SURFACE MOTION
 FC0717
 FC0717  HISTORY     - Date     Condition        Report By
 FC0717  HISTORY     - 1950     MONUMENTED       CGS
 FC0717  HISTORY     - 1967     GOOD             NGS
 FC0717  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0717
 FC0717                          STATION DESCRIPTION
 FC0717
 FC0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0717'2.1 MI E FROM HARRIMAN.
 FC0717'ABOUT 1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0717'STATION AT HARRIMAN, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A
 FC0717'BLACK TOP ROAD, AT THE ABANDONED LILES AIRPORT NOW A DRAG
 FC0717'STRIP, 278 FEET SOUTH OF THE SOUTH CORNER OF A LARGE TWO STORY
 FC0717'CONCRETE BLOCK HOUSE, 206 FEET NORTHEAST OF THE CENTER LINE OF
 FC0717'THE BLACK TOP ROADWAY OF THE DRAG STRIP, 101 FEET EAST OF A
 FC0717'POWER POLE, 122 FEET SOUTH OF A 12-INCH SYCAMORE TREE, 2.1 FEET
 FC0717'NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL
 FC0717'OF THE DRAG STRIP AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FC0717'WITH THE GROUND.
 FC0717
 FC0717                          STATION RECOVERY (1972)
 FC0717
 FC0717'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0841 ***********************************************************************
 FC0841  DESIGNATION -  B 196
 FC0841  PID         -  FC0841
 FC0841  STATE/COUNTY-  TN/MORGAN
 FC0841  USGS QUAD   -  HARRIMAN (1980)
 FC0841
 FC0841                         *CURRENT SURVEY CONTROL
 FC0841  ___________________________________________________________________
 FC0841* NAD 83(1986)-  35 57 18.     (N)    084 34 30.     (W)     SCALED    
 FC0841* NAVD 88     -       235.667  (meters)     773.18   (feet)  ADJUSTED  
 FC0841  ___________________________________________________________________
 FC0841  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0841  DYNAMIC HT  -         235.451 (meters)     772.48  (feet)  COMP
 FC0841  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FC0841
 FC0841  VERT ORDER  -  FIRST     CLASS II
 FC0841
 FC0841.The horizontal coordinates were scaled from a topographic map and have
 FC0841.an estimated accuracy of +/- 6 seconds.
 FC0841
 FC0841.The orthometric height was determined by differential leveling
 FC0841.and adjusted by the National Geodetic Survey in June 1991..
 FC0841
 FC0841.The geoid height was determined by GEOID03.
 FC0841
 FC0841.The dynamic height is computed by dividing the NAVD 88
 FC0841.geopotential number by the normal gravity value computed on the
 FC0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0841.degrees latitude (g = 980.6199 gals.).
 FC0841
 FC0841.The modeled gravity was interpolated from observed gravity values.
 FC0841
 FC0841;                    North         East    Units  Estimated Accuracy
 FC0841;SPC TN       -   180,860.      728,550.      MT  (+/- 180 meters Scaled)
 FC0841
 FC0841                          SUPERSEDED SURVEY CONTROL
 FC0841
 FC0841  NGVD 29 (??/??/92)  235.783  (m)          773.56   (f) ADJ UNCH    1 2
 FC0841
 FC0841.Superseded values are not recommended for survey control.
 FC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0841.See file dsdata.txt to determine how the superseded data were derived.
 FC0841
 FC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187816(NAD 83)
 FC0841_MARKER: DB = BENCH MARK DISK
 FC0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0841_SP_SET: CULVERT
 FC0841_STAMPING: B 196 1950
 FC0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0841
 FC0841  HISTORY     - Date     Condition        Report By
 FC0841  HISTORY     - 1950     MONUMENTED       CGS
 FC0841  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0841
 FC0841                          STATION DESCRIPTION
 FC0841
 FC0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0841'1.2 MI NW FROM HARRIMAN JUNCTION.
 FC0841'1.2 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0841'AT HARRIMAN JUNCTION, 161.5 FEET SOUTHEAST AND ACROSS THE TRACKS
 FC0841'FROM MILE POST 257, 7 FEET EAST OF THE EAST RAIL OF THE EAST
 FC0841'TRACK, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 FC0841'CONCRETE CULVERT, 52 FEET SOUTH OF A CIRCULAR CONCRETE BATTERY
 FC0841'WELL, 47 FEET SOUTH OF A SIGNAL SWITCH BOX AND ABOUT 1 FOOT BELOW
 FC0841'THE TRACK.
 FC0841
 FC0841                          STATION RECOVERY (1972)
 FC0841
 FC0841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0923 ***********************************************************************
 GB0923  DESIGNATION -  B 197
 GB0923  PID         -  GB0923
 GB0923  STATE/COUNTY-  TN/SCOTT
 GB0923  USGS QUAD   -  ROBBINS (1980)
 GB0923
 GB0923                         *CURRENT SURVEY CONTROL
 GB0923  ___________________________________________________________________
 GB0923* NAD 83(1986)-  36 21 59.     (N)    084 34 34.     (W)     SCALED    
 GB0923* NAVD 88     -       404.072  (meters)    1325.69   (feet)  ADJUSTED  
 GB0923  ___________________________________________________________________
 GB0923  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0923  DYNAMIC HT  -         403.721 (meters)    1324.54  (feet)  COMP
 GB0923  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GB0923
 GB0923  VERT ORDER  -  FIRST     CLASS I
 GB0923
 GB0923.The horizontal coordinates were scaled from a topographic map and have
 GB0923.an estimated accuracy of +/- 6 seconds.
 GB0923
 GB0923.The orthometric height was determined by differential leveling
 GB0923.and adjusted by the National Geodetic Survey in June 1991..
 GB0923
 GB0923.The geoid height was determined by GEOID03.
 GB0923
 GB0923.The dynamic height is computed by dividing the NAVD 88
 GB0923.geopotential number by the normal gravity value computed on the
 GB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0923.degrees latitude (g = 980.6199 gals.).
 GB0923
 GB0923.The modeled gravity was interpolated from observed gravity values.
 GB0923
 GB0923;                    North         East    Units  Estimated Accuracy
 GB0923;SPC TN       -   226,500.      727,780.      MT  (+/- 180 meters Scaled)
 GB0923
 GB0923                          SUPERSEDED SURVEY CONTROL
 GB0923
 GB0923  NGVD 29 (??/??/92)  404.198  (m)         1326.11   (f) ADJ UNCH    1 1
 GB0923
 GB0923.Superseded values are not recommended for survey control.
 GB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0923.See file dsdata.txt to determine how the superseded data were derived.
 GB0923
 GB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF174273(NAD 83)
 GB0923_MARKER: DB = BENCH MARK DISK
 GB0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0923_SP_SET: RETAINING WALL OF TUNNEL
 GB0923_STAMPING: B 197 1950
 GB0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0923
 GB0923  HISTORY     - Date     Condition        Report By
 GB0923  HISTORY     - 1950     MONUMENTED       CGS
 GB0923  HISTORY     - 1968     GOOD             NGS
 GB0923
 GB0923                          STATION DESCRIPTION
 GB0923
 GB0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0923'1.2 MI NE FROM ROBBINS.
 GB0923'ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0923'STATION AT ROBBINS, 2 TELEPHONE POLES SOUTHWEST OF MILEPOST
 GB0923'221, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GB0923'CONCRETE AND STONE RETAINING WALL AT THE NORTHEAST END OF
 GB0923'THE ROBBINS TUNNEL, 20 FEET NORTHEAST OF THE ARCHED STONE
 GB0923'ENTRANCE TO THE TUNNEL, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GB0923'ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 GB0923'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0010 ***********************************************************************
 GB0010  DESIGNATION -  B 198
 GB0010  PID         -  GB0010
 GB0010  STATE/COUNTY-  TN/SCOTT
 GB0010  USGS QUAD   -  WINFIELD (1982)
 GB0010
 GB0010                         *CURRENT SURVEY CONTROL
 GB0010  ___________________________________________________________________
 GB0010* NAD 83(1986)-  36 32 40.     (N)    084 27 27.     (W)     SCALED    
 GB0010* NAVD 88     -       418.031  (meters)    1371.49   (feet)  ADJUSTED  
 GB0010  ___________________________________________________________________
 GB0010  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB0010  DYNAMIC HT  -         417.678 (meters)    1370.33  (feet)  COMP
 GB0010  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GB0010
 GB0010  VERT ORDER  -  FIRST     CLASS I
 GB0010
 GB0010.The horizontal coordinates were scaled from a topographic map and have
 GB0010.an estimated accuracy of +/- 6 seconds.
 GB0010
 GB0010.The orthometric height was determined by differential leveling
 GB0010.and adjusted by the National Geodetic Survey in June 1991..
 GB0010
 GB0010.The geoid height was determined by GEOID03.
 GB0010
 GB0010.The dynamic height is computed by dividing the NAVD 88
 GB0010.geopotential number by the normal gravity value computed on the
 GB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0010.degrees latitude (g = 980.6199 gals.).
 GB0010
 GB0010.The modeled gravity was interpolated from observed gravity values.
 GB0010
 GB0010;                    North         East    Units  Estimated Accuracy
 GB0010;SPC TN       -   246,420.      738,110.      MT  (+/- 180 meters Scaled)
 GB0010
 GB0010                          SUPERSEDED SURVEY CONTROL
 GB0010
 GB0010  NGVD 29 (??/??/92)  418.161  (m)         1371.92   (f) ADJ UNCH    1 1
 GB0010
 GB0010.Superseded values are not recommended for survey control.
 GB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0010.See file dsdata.txt to determine how the superseded data were derived.
 GB0010
 GB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF275473(NAD 83)
 GB0010_MARKER: DB = BENCH MARK DISK
 GB0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0010_STAMPING: B 198 1950
 GB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0010+STABILITY: SURFACE MOTION
 GB0010
 GB0010  HISTORY     - Date     Condition        Report By
 GB0010  HISTORY     - 1950     MONUMENTED       CGS
 GB0010  HISTORY     - 1968     GOOD             NGS
 GB0010
 GB0010                          STATION DESCRIPTION
 GB0010
 GB0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0010'0.9 MI SW FROM WINFIELD.
 GB0010'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0010'POST OFFICE AT WINFIELD, NEAR THE NORTHEAST END OF A FILL AND
 GB0010'SOUTHWEST END OF A CUT FOR THE RAILROAD, 0.3 MILE NORTHEAST OF
 GB0010'A RAILROAD UNDERPASS FOR OLD U.S. HIGHWAY 27, 100 YARDS WEST OF THE
 GB0010'WEST CORNER OF A BRICK HOUSE, 70 FEET SOUTHEAST OF THE SOUTHEAST
 GB0010'RAIL, 25 FEET NORTHEAST AND ACROSS A PRIVATE ROAD FROM TELEPHONE
 GB0010'POLE NUMBER 100-90, 7 FEET NORTHEAST OF A METAL GATE POST, 1
 GB0010'FOOT NORTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS
 GB0010'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 GB0010'CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0765 ***********************************************************************
 FE0765  DESIGNATION -  B 20
 FE0765  PID         -  FE0765
 FE0765  STATE/COUNTY-  TN/MADISON
 FE0765  USGS QUAD   -  BEECH BLUFF (1981)
 FE0765
 FE0765                         *CURRENT SURVEY CONTROL
 FE0765  ___________________________________________________________________
 FE0765* NAD 83(1986)-  35 35 57.     (N)    088 39 46.     (W)     SCALED    
 FE0765* NAVD 88     -       117.838  (meters)     386.61   (feet)  ADJUSTED  
 FE0765  ___________________________________________________________________
 FE0765  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0765  DYNAMIC HT  -         117.731 (meters)     386.26  (feet)  COMP
 FE0765  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0765
 FE0765  VERT ORDER  -  SECOND    CLASS 0
 FE0765
 FE0765.The horizontal coordinates were scaled from a topographic map and have
 FE0765.an estimated accuracy of +/- 6 seconds.
 FE0765
 FE0765.The orthometric height was determined by differential leveling
 FE0765.and adjusted by the National Geodetic Survey in June 1991..
 FE0765
 FE0765.The geoid height was determined by GEOID03.
 FE0765
 FE0765.The dynamic height is computed by dividing the NAVD 88
 FE0765.geopotential number by the normal gravity value computed on the
 FE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0765.degrees latitude (g = 980.6199 gals.).
 FE0765
 FE0765.The modeled gravity was interpolated from observed gravity values.
 FE0765
 FE0765;                    North         East    Units  Estimated Accuracy
 FE0765;SPC TN       -   143,730.      358,750.      MT  (+/- 180 meters Scaled)
 FE0765
 FE0765                          SUPERSEDED SURVEY CONTROL
 FE0765
 FE0765  NGVD 29 (??/??/??)  117.866  (m)          386.70   (f) ADJUSTED    2 0
 FE0765
 FE0765.Superseded values are not recommended for survey control.
 FE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0765.See file dsdata.txt to determine how the superseded data were derived.
 FE0765
 FE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE493407(NAD 83)
 FE0765_MARKER: DB = BENCH MARK DISK
 FE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0765_STAMPING: 386.800 B 20 1934
 FE0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0765+STABILITY: SURFACE MOTION
 FE0765
 FE0765  HISTORY     - Date     Condition        Report By
 FE0765  HISTORY     - 1934     MONUMENTED       CGS
 FE0765  HISTORY     - 1935     GOOD             CGS
 FE0765
 FE0765                          STATION DESCRIPTION
 FE0765
 FE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0765'1.7 MI W FROM BEECH BLUFF.
 FE0765'1.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0765'RAILWAY FROM BEECH BLUFF, MADISON COUNTY, AT RANGER, ONE POLE
 FE0765'WEST OF MILEPOST 135, OPPOSITE SURVEY STATION 7132+24, 30 FEET
 FE0765'EAST AND 25 FEET SOUTH OF THE STATION SHED, 50 FEET SOUTH OF THE
 FE0765'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT NORTH OF A FENCE.  A
 FE0765'STANDARD DISK, STAMPED 386.800 B 20 1934 AND SET IN THE TOP OF A
 FE0765'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0181 ***********************************************************************
 GB0181  DESIGNATION -  B 201
 GB0181  PID         -  GB0181
 GB0181  STATE/COUNTY-  TN/SCOTT
 GB0181  USGS QUAD   -  KETCHEN (1982)
 GB0181
 GB0181                         *CURRENT SURVEY CONTROL
 GB0181  ___________________________________________________________________
 GB0181* NAD 83(1986)-  36 34 49.     (N)    084 16 55.     (W)     SCALED    
 GB0181* NAVD 88     -       363.959  (meters)    1194.09   (feet)  ADJUSTED  
 GB0181  ___________________________________________________________________
 GB0181  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0181  DYNAMIC HT  -         363.651 (meters)    1193.08  (feet)  COMP
 GB0181  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GB0181
 GB0181  VERT ORDER  -  SECOND    CLASS 0
 GB0181
 GB0181.The horizontal coordinates were scaled from a topographic map and have
 GB0181.an estimated accuracy of +/- 6 seconds.
 GB0181
 GB0181.The orthometric height was determined by differential leveling
 GB0181.and adjusted by the National Geodetic Survey in June 1991..
 GB0181
 GB0181.The geoid height was determined by GEOID03.
 GB0181
 GB0181.The dynamic height is computed by dividing the NAVD 88
 GB0181.geopotential number by the normal gravity value computed on the
 GB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0181.degrees latitude (g = 980.6199 gals.).
 GB0181
 GB0181.The modeled gravity was interpolated from observed gravity values.
 GB0181
 GB0181;                    North         East    Units  Estimated Accuracy
 GB0181;SPC TN       -   250,650.      753,760.      MT  (+/- 180 meters Scaled)
 GB0181
 GB0181                          SUPERSEDED SURVEY CONTROL
 GB0181
 GB0181  NGVD 29 (??/??/92)  364.094  (m)         1194.53   (f) ADJ UNCH    2 0
 GB0181
 GB0181.Superseded values are not recommended for survey control.
 GB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0181.See file dsdata.txt to determine how the superseded data were derived.
 GB0181
 GB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF431517(NAD 83)
 GB0181_MARKER: DB = BENCH MARK DISK
 GB0181_SETTING: 66 = SET IN ROCK OUTCROP
 GB0181_SP_SET: ROCK OUTCROP
 GB0181_STAMPING: B 201 1951 1194.532
 GB0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0181+STABILITY: POSITION/ELEVATION WELL
 GB0181
 GB0181  HISTORY     - Date     Condition        Report By
 GB0181  HISTORY     - 1951     MONUMENTED       CGS
 GB0181  HISTORY     - 1957     GOOD             NGS
 GB0181
 GB0181                          STATION DESCRIPTION
 GB0181
 GB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0181'2.2 MI E FROM KETCHEN.
 GB0181'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM THE CHURCH AND
 GB0181'SCHOOL AT KETCHEN, THENCE ABOUT 0.3 MILE NORTH ALONG AN OLD
 GB0181'LOGGING ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 GB0181'TRIANGLE SHAPED SLOPING OUTCROP OF ROCK, 14 FEET NORTH OF THE
 GB0181'CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET ABOVE THE GROUND AND
 GB0181'ABOUT 3 FEET ABOVE THE ROAD.
 GB0181
 GB0181                          STATION RECOVERY (1957)
 GB0181
 GB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0144 ***********************************************************************
 GB0144  DESIGNATION -  B 202
 GB0144  PID         -  GB0144
 GB0144  STATE/COUNTY-  TN/CAMPBELL
 GB0144  USGS QUAD   -  JELLICO WEST (1979)
 GB0144
 GB0144                         *CURRENT SURVEY CONTROL
 GB0144  ___________________________________________________________________
 GB0144* NAD 83(1986)-  36 32 25.     (N)    084 10 34.     (W)     SCALED    
 GB0144* NAVD 88     -       305.577  (meters)    1002.55   (feet)  ADJUSTED  
 GB0144  ___________________________________________________________________
 GB0144  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB0144  DYNAMIC HT  -         305.308 (meters)    1001.66  (feet)  COMP
 GB0144  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 GB0144
 GB0144  VERT ORDER  -  SECOND    CLASS 0
 GB0144
 GB0144.The horizontal coordinates were scaled from a topographic map and have
 GB0144.an estimated accuracy of +/- 6 seconds.
 GB0144
 GB0144.The orthometric height was determined by differential leveling
 GB0144.and adjusted by the National Geodetic Survey in June 1991..
 GB0144
 GB0144.The geoid height was determined by GEOID03.
 GB0144
 GB0144.The dynamic height is computed by dividing the NAVD 88
 GB0144.geopotential number by the normal gravity value computed on the
 GB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0144.degrees latitude (g = 980.6199 gals.).
 GB0144
 GB0144.The modeled gravity was interpolated from observed gravity values.
 GB0144
 GB0144;                    North         East    Units  Estimated Accuracy
 GB0144;SPC TN       -   246,390.      763,310.      MT  (+/- 180 meters Scaled)
 GB0144
 GB0144                          SUPERSEDED SURVEY CONTROL
 GB0144
 GB0144  NGVD 29 (??/??/92)  305.712  (m)         1002.99   (f) ADJ UNCH    2 0
 GB0144
 GB0144.Superseded values are not recommended for survey control.
 GB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0144.See file dsdata.txt to determine how the superseded data were derived.
 GB0144
 GB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF527475(NAD 83)
 GB0144_MARKER: DB = BENCH MARK DISK
 GB0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0144_SP_SET: ABUTMENT
 GB0144_STAMPING: B 202 1951 1002.990
 GB0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0144
 GB0144  HISTORY     - Date     Condition        Report By
 GB0144  HISTORY     - 1951     MONUMENTED       CGS
 GB0144  HISTORY     - 1957     GOOD             NGS
 GB0144
 GB0144                          STATION DESCRIPTION
 GB0144
 GB0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0144'1.1 MI SW FROM NEWCOMB.
 GB0144'ABOUT 1.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0144'STATION AT NEWCOMB, ABOUT 0.2 MILE SOUTHWEST OF MILE POST 61,
 GB0144'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 GB0144'OF A BRIDGE OVER ELK CREEK, 6 FEET NORTHWEST OF THE NORTHWEST
 GB0144'RAIL, 1 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT
 GB0144'AND ABOUT 1 FOOT BELOW THE TRACK.
 GB0144
 GB0144                          STATION RECOVERY (1957)
 GB0144
 GB0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1140 ***********************************************************************
 GB1140  DESIGNATION -  B 203
 GB1140  PID         -  GB1140
 GB1140  STATE/COUNTY-  TN/FENTRESS
 GB1140  USGS QUAD   -  MOODYVILLE (1962)
 GB1140
 GB1140                         *CURRENT SURVEY CONTROL
 GB1140  ___________________________________________________________________
 GB1140* NAD 83(1986)-  36 33 29.     (N)    085 00 14.     (W)     SCALED    
 GB1140* NAVD 88     -       308.222  (meters)    1011.23   (feet)  ADJUSTED  
 GB1140  ___________________________________________________________________
 GB1140  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1140  DYNAMIC HT  -         307.958 (meters)    1010.36  (feet)  COMP
 GB1140  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GB1140
 GB1140  VERT ORDER  -  SECOND    CLASS 0
 GB1140
 GB1140.The horizontal coordinates were scaled from a topographic map and have
 GB1140.an estimated accuracy of +/- 6 seconds.
 GB1140
 GB1140.The orthometric height was determined by differential leveling
 GB1140.and adjusted by the National Geodetic Survey in June 1991..
 GB1140
 GB1140.The geoid height was determined by GEOID03.
 GB1140
 GB1140.The dynamic height is computed by dividing the NAVD 88
 GB1140.geopotential number by the normal gravity value computed on the
 GB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1140.degrees latitude (g = 980.6199 gals.).
 GB1140
 GB1140.The modeled gravity was interpolated from observed gravity values.
 GB1140
 GB1140;                    North         East    Units  Estimated Accuracy
 GB1140;SPC TN       -   247,290.      689,180.      MT  (+/- 180 meters Scaled)
 GB1140
 GB1140                          SUPERSEDED SURVEY CONTROL
 GB1140
 GB1140  NGVD 29 (??/??/92)  308.348  (m)         1011.64   (f) ADJ UNCH    2 0
 GB1140
 GB1140.Superseded values are not recommended for survey control.
 GB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1140.See file dsdata.txt to determine how the superseded data were derived.
 GB1140
 GB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF786477(NAD 83)
 GB1140_MARKER: DB = BENCH MARK DISK
 GB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1140_STAMPING: B 203 1951 1011.638
 GB1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1140+STABILITY: SURFACE MOTION
 GB1140
 GB1140  HISTORY     - Date     Condition        Report By
 GB1140  HISTORY     - 1951     MONUMENTED       CGS
 GB1140  HISTORY     - 1958     GOOD             NGS
 GB1140
 GB1140                          STATION DESCRIPTION
 GB1140
 GB1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1140'0.8 MI SE FROM FORBUS.
 GB1140'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1140'AT FORBUS, ABOUT 1.0 MILE NORTHWEST OF FORBUS SCHOOL, ABOUT 0.1 MILE
 GB1140'WEST OF A GRAVEL ROAD SOUTH, 92 FEET SOUTH OF SOUTHEAST CORNER OF
 GB1140'A HOUSE OWNED BY LOYD CROUCH, 45 FEET NORTHEAST OF CENTER LINE OF
 GB1140'HIGHWAY, 87 FEET EAST-NORTHEAST OF AND ACROSS HIGHWAY FROM NORTHEAST
 GB1140'CORNER OF GREG UPCHURCH RESIDENCE, 81 FEET NORTHEAST AND ACROSS
 GB1140'HIGHWAY FROM NORTHEAST CORNER OF CONCRETE WELL CURB, 1 1/2 FEET WEST
 GB1140'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GB1140'ABOUT 4 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1140'PROJECTING 3 INCHES.
 GB1140
 GB1140                          STATION RECOVERY (1958)
 GB1140
 GB1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1561 ***********************************************************************
 GB1561  DESIGNATION -  B 204
 GB1561  PID         -  GB1561
 GB1561  STATE/COUNTY-  TN/CLAY
 GB1561  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1561
 GB1561                         *CURRENT SURVEY CONTROL
 GB1561  ___________________________________________________________________
 GB1561* NAD 83(1986)-  36 36 52.     (N)    085 24 50.     (W)     SCALED    
 GB1561* NAVD 88     -       305.894  (meters)    1003.59   (feet)  ADJUSTED  
 GB1561  ___________________________________________________________________
 GB1561  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1561  DYNAMIC HT  -         305.631 (meters)    1002.72  (feet)  COMP
 GB1561  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 GB1561
 GB1561  VERT ORDER  -  SECOND    CLASS 0
 GB1561
 GB1561.The horizontal coordinates were scaled from a topographic map and have
 GB1561.an estimated accuracy of +/- 6 seconds.
 GB1561
 GB1561.The orthometric height was determined by differential leveling
 GB1561.and adjusted by the National Geodetic Survey in June 1991..
 GB1561
 GB1561.The geoid height was determined by GEOID03.
 GB1561
 GB1561.The dynamic height is computed by dividing the NAVD 88
 GB1561.geopotential number by the normal gravity value computed on the
 GB1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1561.degrees latitude (g = 980.6199 gals.).
 GB1561
 GB1561.The modeled gravity was interpolated from observed gravity values.
 GB1561
 GB1561;                    North         East    Units  Estimated Accuracy
 GB1561;SPC TN       -   253,250.      652,440.      MT  (+/- 180 meters Scaled)
 GB1561
 GB1561                          SUPERSEDED SURVEY CONTROL
 GB1561
 GB1561  NGVD 29 (??/??/92)  306.007  (m)         1003.96   (f) ADJ UNCH    2 0
 GB1561
 GB1561.Superseded values are not recommended for survey control.
 GB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1561.See file dsdata.txt to determine how the superseded data were derived.
 GB1561
 GB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF418532(NAD 83)
 GB1561_MARKER: DB = BENCH MARK DISK
 GB1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1561_STAMPING: B 204 1951
 GB1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1561+STABILITY: SURFACE MOTION
 GB1561
 GB1561  HISTORY     - Date     Condition        Report By
 GB1561  HISTORY     - 1951     MONUMENTED       CGS
 GB1561  HISTORY     - 1966     GOOD             NGS
 GB1561
 GB1561                          STATION DESCRIPTION
 GB1561
 GB1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1561'0.8 MI NE FROM THOMPSON STORE.
 GB1561'ABOUT 0.75 MILE NORTHEAST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1561'AT THOMPSON STORE, ABOUT 0.35 MILE SOUTHWEST OF THE
 GB1561'KENTUCKY-TENNESSEE STATE LINE, ABOUT 0.35 MILE NORTHEAST OF THE
 GB1561'JUNCTION OF A ROAD LEADING SOUTHEAST TO THE ROCK SPRINGS CHURCH,
 GB1561'66 FEET SOUTH OF THE SOUTHWEST CORNER OF A BLOCK BUILDING, 48
 GB1561'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 11 FEET
 GB1561'SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A
 GB1561'FARM HOUSE, 1.2 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 GB1561'AND NEAR THE NORTH EDGE OF A SMALL GARDEN PLOT.  IT IS A
 GB1561'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 GB1561'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GB1561'STAMPED B 204 1951.  NOTE-- THIS MARK IS REACHED FROM THE POST
 GB1561'OFFICE IN PAYTONSBURG, KENTUCKY, BY GOING SOUTHWEST ON KENTUCKY
 GB1561'STATE ROUTE 61 FOR 1.6 MILES TO THE TENNESSEE STATE LINE, THENCE
 GB1561'0.35 MILE SOUTHWEST ALONG TENNESSEE STATE ROUTE 53 TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0117 ***********************************************************************
 FE0117  DESIGNATION -  B 21
 FE0117  PID         -  FE0117
 FE0117  STATE/COUNTY-  TN/PERRY
 FE0117  USGS QUAD   -  PERRYVILLE (1986)
 FE0117
 FE0117                         *CURRENT SURVEY CONTROL
 FE0117  ___________________________________________________________________
 FE0117* NAD 83(1986)-  35 37 27.     (N)    088 01 22.     (W)     SCALED    
 FE0117* NAVD 88     -       118.578  (meters)     389.03   (feet)  ADJUSTED  
 FE0117  ___________________________________________________________________
 FE0117  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0117  DYNAMIC HT  -         118.473 (meters)     388.69  (feet)  COMP
 FE0117  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FE0117
 FE0117  VERT ORDER  -  FIRST     CLASS II
 FE0117
 FE0117.The horizontal coordinates were scaled from a topographic map and have
 FE0117.an estimated accuracy of +/- 6 seconds.
 FE0117
 FE0117.The orthometric height was determined by differential leveling
 FE0117.and adjusted by the National Geodetic Survey in June 1991..
 FE0117
 FE0117.The geoid height was determined by GEOID03.
 FE0117
 FE0117.The dynamic height is computed by dividing the NAVD 88
 FE0117.geopotential number by the normal gravity value computed on the
 FE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0117.degrees latitude (g = 980.6199 gals.).
 FE0117
 FE0117.The modeled gravity was interpolated from observed gravity values.
 FE0117
 FE0117;                    North         East    Units  Estimated Accuracy
 FE0117;SPC TN       -   145,110.      416,780.      MT  (+/- 180 meters Scaled)
 FE0117
 FE0117                          SUPERSEDED SURVEY CONTROL
 FE0117
 FE0117  NGVD 29 (??/??/??)  118.593  (m)          389.08   (f) ADJUSTED    1 2
 FE0117
 FE0117.Superseded values are not recommended for survey control.
 FE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0117.See file dsdata.txt to determine how the superseded data were derived.
 FE0117
 FE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE073427(NAD 83)
 FE0117_MARKER: DB = BENCH MARK DISK
 FE0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0117_SP_SET: BRIDGE
 FE0117_STAMPING: B 21 1934
 FE0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0117
 FE0117  HISTORY     - Date     Condition        Report By
 FE0117  HISTORY     - 1934     MONUMENTED       CGS
 FE0117  HISTORY     - 1947     GOOD             CGS
 FE0117
 FE0117                          STATION DESCRIPTION
 FE0117
 FE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0117'6.3 MI E FROM PARSONS.
 FE0117'6.3 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0117'OFFICE AT PARSONS, ABOUT 2.25 MILES WEST OF HINSONS GROCERY
 FE0117'STORE AT POPE, PERRY COUNTY, AT THE EAST END OF THE BRIDGE OVER
 FE0117'THE TENNESSEE RIVER, SET IN THE TOP OF THE SOUTH END OF THE EAST
 FE0117'ABUTMENT OF THE EAST APPROACH TO THE BRIDGE, 14 FEET SOUTH OF
 FE0117'AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1308 ***********************************************************************
 FE1308  DESIGNATION -  B 213
 FE1308  PID         -  FE1308
 FE1308  STATE/COUNTY-  TN/FAYETTE
 FE1308  USGS QUAD   -  GALLAWAY (1981)
 FE1308
 FE1308                         *CURRENT SURVEY CONTROL
 FE1308  ___________________________________________________________________
 FE1308* NAD 83(1986)-  35 20 13.     (N)    089 32 35.     (W)     SCALED    
 FE1308* NAVD 88     -        93.913  (meters)     308.11   (feet)  ADJUSTED  
 FE1308  ___________________________________________________________________
 FE1308  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1308  DYNAMIC HT  -          93.829 (meters)     307.84  (feet)  COMP
 FE1308  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE1308
 FE1308  VERT ORDER  -  SECOND    CLASS 0
 FE1308
 FE1308.The horizontal coordinates were scaled from a topographic map and have
 FE1308.an estimated accuracy of +/- 6 seconds.
 FE1308
 FE1308.The orthometric height was determined by differential leveling
 FE1308.and adjusted by the National Geodetic Survey in June 1991..
 FE1308
 FE1308.The geoid height was determined by GEOID03.
 FE1308
 FE1308.The dynamic height is computed by dividing the NAVD 88
 FE1308.geopotential number by the normal gravity value computed on the
 FE1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1308.degrees latitude (g = 980.6199 gals.).
 FE1308
 FE1308.The modeled gravity was interpolated from observed gravity values.
 FE1308
 FE1308;                    North         East    Units  Estimated Accuracy
 FE1308;SPC TN       -   117,180.      277,970.      MT  (+/- 180 meters Scaled)
 FE1308
 FE1308                          SUPERSEDED SURVEY CONTROL
 FE1308
 FE1308  NGVD 29 (??/??/??)   93.893  (m)          308.05   (f) ADJUSTED    2 0
 FE1308
 FE1308.Superseded values are not recommended for survey control.
 FE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1308.See file dsdata.txt to determine how the superseded data were derived.
 FE1308
 FE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE688133(NAD 83)
 FE1308_MARKER: DB = BENCH MARK DISK
 FE1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1308_STAMPING: B 213 1958
 FE1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1308+STABILITY: SURFACE MOTION
 FE1308
 FE1308  HISTORY     - Date     Condition        Report By
 FE1308  HISTORY     - 1958     MONUMENTED       CGS
 FE1308  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1308
 FE1308                          STATION DESCRIPTION
 FE1308
 FE1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1308'7.2 MI ENE FROM GALLAWAY.
 FE1308'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1308'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1308'FOLLOW A DIRT ROAD LEADING SOUTH FOR 1.9 MILES, THENCE 0.95
 FE1308'MILE ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A PAVED ROAD,
 FE1308'THENCE 1.3 MILE NORTH ALONG A PAVED ROAD, THENCE 0.4 MILE
 FE1308'EAST, 107.0 FT. NORTHEAST OF A POWER LINE POLE, 21.0 FT.
 FE1308'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FT. NORTH OF A FENCE,
 FE1308'1.6 FT. EAST OF A WHITE WOODEN WITNESS POST, 0.2 MILE EAST OF A
 FE1308'T JUNCTION, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1308'PROJECTING 1 INCH.
 FE1308
 FE1308                          STATION RECOVERY (2002)
 FE1308
 FE1308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0834 ***********************************************************************
 FE0834  DESIGNATION -  B 214
 FE0834  PID         -  FE0834
 FE0834  STATE/COUNTY-  TN/HAYWOOD
 FE0834  USGS QUAD   -  SUNNYHILL (1983)
 FE0834
 FE0834                         *CURRENT SURVEY CONTROL
 FE0834  ___________________________________________________________________
 FE0834* NAD 83(1986)-  35 34 08.     (N)    089 08 59.     (W)     SCALED    
 FE0834* NAVD 88     -       109.479  (meters)     359.18   (feet)  ADJUSTED  
 FE0834  ___________________________________________________________________
 FE0834  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0834  DYNAMIC HT  -         109.382 (meters)     358.86  (feet)  COMP
 FE0834  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE0834
 FE0834  VERT ORDER  -  SECOND    CLASS 0
 FE0834
 FE0834.The horizontal coordinates were scaled from a topographic map and have
 FE0834.an estimated accuracy of +/- 6 seconds.
 FE0834
 FE0834.The orthometric height was determined by differential leveling
 FE0834.and adjusted by the National Geodetic Survey in June 1991..
 FE0834
 FE0834.The geoid height was determined by GEOID03.
 FE0834
 FE0834.The dynamic height is computed by dividing the NAVD 88
 FE0834.geopotential number by the normal gravity value computed on the
 FE0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0834.degrees latitude (g = 980.6199 gals.).
 FE0834
 FE0834.The modeled gravity was interpolated from observed gravity values.
 FE0834
 FE0834;                    North         East    Units  Estimated Accuracy
 FE0834;SPC TN       -   141,680.      314,530.      MT  (+/- 180 meters Scaled)
 FE0834
 FE0834                          SUPERSEDED SURVEY CONTROL
 FE0834
 FE0834  NGVD 29 (??/??/??)  109.493  (m)          359.23   (f) ADJUSTED    2 0
 FE0834
 FE0834.Superseded values are not recommended for survey control.
 FE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0834.See file dsdata.txt to determine how the superseded data were derived.
 FE0834
 FE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE051382(NAD 83)
 FE0834_MARKER: DB = BENCH MARK DISK
 FE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0834_STAMPING: B 214 1959
 FE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0834+STABILITY: SURFACE MOTION
 FE0834
 FE0834  HISTORY     - Date     Condition        Report By
 FE0834  HISTORY     - 1959     MONUMENTED       CGS
 FE0834  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0834
 FE0834                          STATION DESCRIPTION
 FE0834
 FE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0834'11.6 MI SE FROM BROWNSVILLE.
 FE0834'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0834'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0834'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0834'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y JUNCTION,
 FE0834'THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE DRIVE, THENCE
 FE0834'0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST ACROSS COUNTRY
 FE0834'TO A DIRT ROAD, THENCE 0.8 MILE EAST ON A DIRT ROAD TO A Y
 FE0834'JUNCTION, 147 FT. SOUTHEAST OF THE CENTER OF THE INTERSTATE
 FE0834'HIGHWAY, 77 FT. NORTHWEST OF THE CENTER OF A Y JUNCTION, 18 FT.
 FE0834'EAST OF THE CENTER OF A GRAVELED ROAD, 2 FT. EAST OF A FENCE,
 FE0834'2 FT. SOUTHWEST OF A WITNESS POST, A C AND GS DISK SET IN TOP
 FE0834'OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0834
 FE0834                          STATION RECOVERY (2002)
 FE0834
 FE0834'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0835 ***********************************************************************
 FE0835  DESIGNATION -  B 214 RESET
 FE0835  PID         -  FE0835
 FE0835  STATE/COUNTY-  TN/HAYWOOD
 FE0835  USGS QUAD   -  SUNNYHILL (1983)
 FE0835
 FE0835                         *CURRENT SURVEY CONTROL
 FE0835  ___________________________________________________________________
 FE0835* NAD 83(1986)-  35 34 08.     (N)    089 08 58.     (W)     SCALED    
 FE0835* NAVD 88     -       113.56   (+/-2cm)     372.6    (feet)  VERTCON   
 FE0835  ___________________________________________________________________
 FE0835  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0835
 FE0835  VERT ORDER  -  THIRD (See Below)
 FE0835
 FE0835.The horizontal coordinates were scaled from a topographic map and have
 FE0835.an estimated accuracy of +/- 6 seconds.
 FE0835
 FE0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0835.The vertical order pertains to the NGVD 29 superseded value.
 FE0835
 FE0835.The geoid height was determined by GEOID03.
 FE0835
 FE0835;                    North         East    Units  Estimated Accuracy
 FE0835;SPC TN       -   141,680.      314,560.      MT  (+/- 180 meters Scaled)
 FE0835
 FE0835                          SUPERSEDED SURVEY CONTROL
 FE0835
 FE0835  NGVD 29 (??/??/??)  113.57   (m)          372.6    (f) RESET       3  
 FE0835
 FE0835.Superseded values are not recommended for survey control.
 FE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0835.See file dsdata.txt to determine how the superseded data were derived.
 FE0835
 FE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE052382(NAD 83)
 FE0835_MARKER: DD = SURVEY DISK
 FE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0835_STAMPING: B 214 RESET 1960
 FE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0835+STABILITY: SURFACE MOTION
 FE0835
 FE0835  HISTORY     - Date     Condition        Report By
 FE0835  HISTORY     - 1960     MONUMENTED       CGS
 FE0835
 FE0835                          STATION DESCRIPTION
 FE0835
 FE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FE0835'11.6 MI SE FROM BROWNSVILLE.
 FE0835'THE MARK IS LOCATED 0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE
 FE0835'IN BROWNSVILLE, THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY
 FE0835'76, THENCE 1.9 MILES EAST ON A PAVED ROAD, THENCE 0.65 MILES
 FE0835'NORTH ON A PAVED ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS
 FE0835'COUNTRY TO A Y JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD
 FE0835'TO A PRIVATE DRIVE, THENCE 0.5 MILES NORTH, THENCE ABOUT 0.5
 FE0835'MILES NORTHEAST ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILES
 FE0835'EAST ON A DIRT ROAD TO A Y JUNCTION, 198 FEET NORTH OF THE
 FE0835'CENTER OF THE INTERSTATE HIGHWAY, 73 FEET EAST OF THE CENTER
 FE0835'OF A GRAVEL ROAD, 89 FEET NORTHEAST OF A BRIDGE OVER INTERSTATE
 FE0835'HIGHWAY, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 FE0835'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1488 ***********************************************************************
 FE1488  DESIGNATION -  B 215
 FE1488  PID         -  FE1488
 FE1488  STATE/COUNTY-  TN/SHELBY
 FE1488  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1488
 FE1488                         *CURRENT SURVEY CONTROL
 FE1488  ___________________________________________________________________
 FE1488* NAD 83(1986)-  35 05 05.     (N)    089 52 33.     (W)     SCALED    
 FE1488* NAVD 88     -        82.752  (meters)     271.50   (feet)  ADJUSTED  
 FE1488  ___________________________________________________________________
 FE1488  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1488  DYNAMIC HT  -          82.676 (meters)     271.25  (feet)  COMP
 FE1488  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1488
 FE1488  VERT ORDER  -  SECOND    CLASS 0
 FE1488
 FE1488.The horizontal coordinates were scaled from a topographic map and have
 FE1488.an estimated accuracy of +/- 6 seconds.
 FE1488
 FE1488.The orthometric height was determined by differential leveling
 FE1488.and adjusted by the National Geodetic Survey in June 1991..
 FE1488
 FE1488.The geoid height was determined by GEOID03.
 FE1488
 FE1488.The dynamic height is computed by dividing the NAVD 88
 FE1488.geopotential number by the normal gravity value computed on the
 FE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1488.degrees latitude (g = 980.6199 gals.).
 FE1488
 FE1488.The modeled gravity was interpolated from observed gravity values.
 FE1488
 FE1488;                    North         East    Units  Estimated Accuracy
 FE1488;SPC TN       -    90,370.      246,630.      MT  (+/- 180 meters Scaled)
 FE1488
 FE1488                          SUPERSEDED SURVEY CONTROL
 FE1488
 FE1488  NGVD 29 (??/??/??)   82.722  (m)          271.40   (f) ADJUSTED    2 0
 FE1488
 FE1488.Superseded values are not recommended for survey control.
 FE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1488.See file dsdata.txt to determine how the superseded data were derived.
 FE1488
 FE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD378862(NAD 83)
 FE1488_MARKER: DB = BENCH MARK DISK
 FE1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1488_STAMPING: B 215 1959
 FE1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1488+STABILITY: SURFACE MOTION
 FE1488
 FE1488  HISTORY     - Date     Condition        Report By
 FE1488  HISTORY     - 1959     MONUMENTED       CGS
 FE1488  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1488
 FE1488                          STATION DESCRIPTION
 FE1488
 FE1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1488'IN MEMPHIS.
 FE1488'THIS MARK IS 0.5 MILE WEST-SOUTHWEST OF AN OVERPASS OVER THE
 FE1488'INTERSTATE HIGHWAY, 85 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 FE1488'LANE OF THE INTERSTATE HIGHWAY, 12 FT. NORTHEAST OF A BLOW OFF
 FE1488'PIPE FOR A PIPE LINE, 2.2 FT. SOUTH OF A WITNESS SIGN, A DISK
 FE1488'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS MARK
 FE1488'IS 0.5 MILE WEST-SOUTHWEST OF STATION QUINCE 1959.
 FE1488
 FE1488                          STATION RECOVERY (1983)
 FE1488
 FE1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1488'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0651 ***********************************************************************
 FE0651  DESIGNATION -  B 216
 FE0651  PID         -  FE0651
 FE0651  STATE/COUNTY-  TN/MADISON
 FE0651  USGS QUAD   -  CLAYBROOK (1980)
 FE0651
 FE0651                         *CURRENT SURVEY CONTROL
 FE0651  ___________________________________________________________________
 FE0651* NAD 83(1986)-  35 43 05.     (N)    088 38 01.     (W)     SCALED    
 FE0651* NAVD 88     -       166.980  (meters)     547.83   (feet)  ADJUSTED  
 FE0651  ___________________________________________________________________
 FE0651  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0651  DYNAMIC HT  -         166.831 (meters)     547.34  (feet)  COMP
 FE0651  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0651
 FE0651  VERT ORDER  -  SECOND    CLASS 0
 FE0651
 FE0651.The horizontal coordinates were scaled from a topographic map and have
 FE0651.an estimated accuracy of +/- 6 seconds.
 FE0651
 FE0651.The orthometric height was determined by differential leveling
 FE0651.and adjusted by the National Geodetic Survey in June 1991..
 FE0651
 FE0651.The geoid height was determined by GEOID03.
 FE0651
 FE0651.The dynamic height is computed by dividing the NAVD 88
 FE0651.geopotential number by the normal gravity value computed on the
 FE0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0651.degrees latitude (g = 980.6199 gals.).
 FE0651
 FE0651.The modeled gravity was interpolated from observed gravity values.
 FE0651
 FE0651;                    North         East    Units  Estimated Accuracy
 FE0651;SPC TN       -   156,840.      361,740.      MT  (+/- 180 meters Scaled)
 FE0651
 FE0651                          SUPERSEDED SURVEY CONTROL
 FE0651
 FE0651  NGVD 29 (??/??/??)  167.010  (m)          547.93   (f) ADJUSTED    2 0
 FE0651
 FE0651.Superseded values are not recommended for survey control.
 FE0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0651.See file dsdata.txt to determine how the superseded data were derived.
 FE0651
 FE0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE522539(NAD 83)
 FE0651_MARKER: DB = BENCH MARK DISK
 FE0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0651_STAMPING: B 216 1959
 FE0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0651+STABILITY: SURFACE MOTION
 FE0651
 FE0651  HISTORY     - Date     Condition        Report By
 FE0651  HISTORY     - 1959     MONUMENTED       CGS
 FE0651  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0651
 FE0651                          STATION DESCRIPTION
 FE0651
 FE0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0651'21.9 MI NE FROM JACKSON.
 FE0651'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0651'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0651'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0651'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0651'3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95 MILES EAST
 FE0651'ON HARTMAS LANE, 200 FEET NORTH OF THE T JUNCTION OF HARTMAS
 FE0651'LANE AND AN ASPHALT ROAD, 22 FEET EAST OF THE CENTER OF AN ASPHALT
 FE0651'ROAD, 3 FEET SOUTH OF A WITNESS SIGN, 2 FEET WEST OF A FENCE
 FE0651'LINE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0651'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL
 FE0651'WITH THE ROAD.
 FE0651
 FE0651                          STATION RECOVERY (2002)
 FE0651
 FE0651'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0651'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION AND REROUTING OF
 FE0651'HARTMAS RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0652 ***********************************************************************
 FE0652  DESIGNATION -  B 216 RESET
 FE0652  PID         -  FE0652
 FE0652  STATE/COUNTY-  TN/MADISON
 FE0652  USGS QUAD   -  CLAYBROOK (1980)
 FE0652
 FE0652                         *CURRENT SURVEY CONTROL
 FE0652  ___________________________________________________________________
 FE0652* NAD 83(1986)-  35 43 05.     (N)    088 38 01.     (W)     SCALED    
 FE0652* NAVD 88     -       163.11   (+/-2cm)     535.1    (feet)  VERTCON   
 FE0652  ___________________________________________________________________
 FE0652  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0652
 FE0652  VERT ORDER  -  THIRD (See Below)
 FE0652
 FE0652.The horizontal coordinates were scaled from a topographic map and have
 FE0652.an estimated accuracy of +/- 6 seconds.
 FE0652
 FE0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0652.The vertical order pertains to the NGVD 29 superseded value.
 FE0652
 FE0652.The geoid height was determined by GEOID03.
 FE0652
 FE0652;                    North         East    Units  Estimated Accuracy
 FE0652;SPC TN       -   156,840.      361,740.      MT  (+/- 180 meters Scaled)
 FE0652
 FE0652                          SUPERSEDED SURVEY CONTROL
 FE0652
 FE0652  NGVD 29 (??/??/??)  163.14   (m)          535.2    (f) RESET       3  
 FE0652
 FE0652.Superseded values are not recommended for survey control.
 FE0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0652.See file dsdata.txt to determine how the superseded data were derived.
 FE0652
 FE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE522539(NAD 83)
 FE0652_MARKER: DB = BENCH MARK DISK
 FE0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0652_STAMPING: B 216 RESET 1961
 FE0652_MARK LOGO: TNHD  
 FE0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0652+STABILITY: SURFACE MOTION
 FE0652
 FE0652  HISTORY     - Date     Condition        Report By
 FE0652  HISTORY     - 1961     MONUMENTED       TNHD
 FE0652
 FE0652                          STATION DESCRIPTION
 FE0652
 FE0652'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0652'3.6 MI N FROM JACKSON.
 FE0652'TO REACH THIS MARK GO 3.5 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 FE0652'THE INTERSECTION OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85
 FE0652'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 40, THENCE 0.55 MILE
 FE0652'SOUTHWEST ALONG U.S. HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON
 FE0652'STATE HIGHWAY 20, THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH
 FE0652'ROAD, THENCE 2.95 MILES EAST ON HARTMAS LANE, 200 FEET NORTH OF
 FE0652'THE T JUNCTION OF HARTMAS LANE AND LAW ROAD, ON THE NORTH RIGHT
 FE0652'OF WAY.  IT IS 33 FEET EAST OF A FENCE AND 5.4 FEET SOUTHEAST OF A
 FE0652'POWER LINE POLE WITH GUY WIRE AND 9.5 FEET NORTH OF THE NORTH RIGHT
 FE0652'OF WAY FENCE.  IT IS 3.2 FEET NORTHWEST OF WITNESS POST, AND SET
 FE0652'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0030 ***********************************************************************
 FE0030  DESIGNATION -  B 217
 FE0030  PID         -  FE0030
 FE0030  STATE/COUNTY-  TN/DECATUR
 FE0030  USGS QUAD   -  SUGAR TREE (1986)
 FE0030
 FE0030                         *CURRENT SURVEY CONTROL
 FE0030  ___________________________________________________________________
 FE0030* NAD 83(1986)-  35 49 25.     (N)    088 07 25.     (W)     SCALED    
 FE0030* NAVD 88     -       174.616  (meters)     572.89   (feet)  ADJUSTED  
 FE0030  ___________________________________________________________________
 FE0030  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0030  DYNAMIC HT  -         174.464 (meters)     572.39  (feet)  COMP
 FE0030  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 FE0030
 FE0030  VERT ORDER  -  SECOND    CLASS 0
 FE0030
 FE0030.The horizontal coordinates were scaled from a topographic map and have
 FE0030.an estimated accuracy of +/- 6 seconds.
 FE0030
 FE0030.The orthometric height was determined by differential leveling
 FE0030.and adjusted by the National Geodetic Survey in June 1991..
 FE0030
 FE0030.The geoid height was determined by GEOID03.
 FE0030
 FE0030.The dynamic height is computed by dividing the NAVD 88
 FE0030.geopotential number by the normal gravity value computed on the
 FE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0030.degrees latitude (g = 980.6199 gals.).
 FE0030
 FE0030.The modeled gravity was interpolated from observed gravity values.
 FE0030
 FE0030;                    North         East    Units  Estimated Accuracy
 FE0030;SPC TN       -   167,430.      408,130.      MT  (+/- 180 meters Scaled)
 FE0030
 FE0030                          SUPERSEDED SURVEY CONTROL
 FE0030
 FE0030  NGVD 29 (??/??/??)  174.637  (m)          572.95   (f) ADJUSTED    2 0
 FE0030
 FE0030.Superseded values are not recommended for survey control.
 FE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0030.See file dsdata.txt to determine how the superseded data were derived.
 FE0030
 FE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE985649(NAD 83)
 FE0030_MARKER: DB = BENCH MARK DISK
 FE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0030_STAMPING: B 217 1959
 FE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0030+STABILITY: SURFACE MOTION
 FE0030
 FE0030  HISTORY     - Date     Condition        Report By
 FE0030  HISTORY     - 1959     MONUMENTED       CGS
 FE0030  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0030
 FE0030                          STATION DESCRIPTION
 FE0030
 FE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0030'5 MI SW FROM MC ILLWAIN.
 FE0030'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0030'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0030'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0030'69, THENCE 1.4 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION,
 FE0030'THENCE 0.6 MILE SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION,
 FE0030'THENCE 0.35 MILE SOUTH ON A GRAVELED ROAD TO A SIDE ROAD RIGHT,
 FE0030'THENCE 0.8 MILE WEST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FE0030'SOUTHWEST 1.4 MILE ALONG GRAVELED ROAD, ABOUT 150 FEET
 FE0030'SOUTH-SOUTHEAST OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY, 25
 FE0030'FEET SOUTH OF A EAST-WEST FENCE, 18 FEET WEST OF THE CENTER OF A
 FE0030'GRAVELED ROAD, 5 FEET WEST OF A NORTH-SOUTH FENCE, AND 1.8 FEET
 FE0030'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0030'POST WHICH PROJECTS 3 INCHES AND IS ABOUT 4 FEET BELOW THE LEVEL
 FE0030'OF THE ROAD.  TO REACH A 217 CONTINUE ALONG SOUTHERLY ON GRAVELED
 FE0030'ROAD FOR 0.8 MILE TO A T JUNCTION, THENCE 0.4 NORTHWEST ON
 FE0030'GRAVELED ROAD.
 FE0030
 FE0030                          STATION RECOVERY (1972)
 FE0030
 FE0030'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1130 ***********************************************************************
 FD1130  DESIGNATION -  B 218
 FD1130  PID         -  FD1130
 FD1130  STATE/COUNTY-  TN/HUMPHREYS
 FD1130  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1130
 FD1130                         *CURRENT SURVEY CONTROL
 FD1130  ___________________________________________________________________
 FD1130* NAD 83(1986)-  35 52 39.     (N)    087 48 39.     (W)     SCALED    
 FD1130* NAVD 88     -       137.256  (meters)     450.31   (feet)  ADJUSTED  
 FD1130  ___________________________________________________________________
 FD1130  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1130  DYNAMIC HT  -         137.138 (meters)     449.93  (feet)  COMP
 FD1130  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1130
 FD1130  VERT ORDER  -  SECOND    CLASS 0
 FD1130
 FD1130.The horizontal coordinates were scaled from a topographic map and have
 FD1130.an estimated accuracy of +/- 6 seconds.
 FD1130
 FD1130.The orthometric height was determined by differential leveling
 FD1130.and adjusted by the National Geodetic Survey in June 1991..
 FD1130
 FD1130.The geoid height was determined by GEOID03.
 FD1130
 FD1130.The dynamic height is computed by dividing the NAVD 88
 FD1130.geopotential number by the normal gravity value computed on the
 FD1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1130.degrees latitude (g = 980.6199 gals.).
 FD1130
 FD1130.The modeled gravity was interpolated from observed gravity values.
 FD1130
 FD1130;                    North         East    Units  Estimated Accuracy
 FD1130;SPC TN       -   172,840.      436,490.      MT  (+/- 180 meters Scaled)
 FD1130
 FD1130                          SUPERSEDED SURVEY CONTROL
 FD1130
 FD1130  NGVD 29 (??/??/92)  137.292  (m)          450.43   (f) ADJ UNCH    2 0
 FD1130
 FD1130.Superseded values are not recommended for survey control.
 FD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1130.See file dsdata.txt to determine how the superseded data were derived.
 FD1130
 FD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE268706(NAD 83)
 FD1130_MARKER: DB = BENCH MARK DISK
 FD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1130_STAMPING: B 218 1959
 FD1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1130+STABILITY: SURFACE MOTION
 FD1130
 FD1130  HISTORY     - Date     Condition        Report By
 FD1130  HISTORY     - 1959     MONUMENTED       CGS
 FD1130  HISTORY     - 1967     GOOD             NGS
 FD1130  HISTORY     - 1973     GOOD             TVA
 FD1130
 FD1130                          STATION DESCRIPTION
 FD1130
 FD1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1130'0.6 MI S FROM BUFFALO.
 FD1130'FROM THE SOUTH END OF THE BUFFALO INTERCHANGE ON INTERSTATE
 FD1130'ROUTE 40 ABOUT 9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13,
 FD1130'GO WEST AND SOUTH ON A GRAVELED ROAD FOR 0.65 MILE TO A WOODEN
 FD1130'GATE ON THE RIGHT AND THE MARK ON THE RIGHT AS DESCRIBED.  IT
 FD1130'IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODEN GATE
 FD1130'AND A FARM DRIVE, 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD1130'GRAVELED ROAD, 6 FEET SOUTHWEST OF A 36-INCH OAK TREE, 2.7 FEET
 FD1130'EAST OF A FENCE, AND 1.9 FEET WEST OF A METAL WITNESS POST
 FD1130'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1130'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 FD1130'DISK IS STAMPED B 218 1959.  NOTE-- STATION IS 0.7 MI. WEST
 FD1130'AND SOUTH ALONG GRAVEL ROAD FROM INT. I-40 AND HWY 13, AND
 FD1130'0.27 MI. SOUTH OF BODINE SCHOOL.
 FD1130
 FD1130                          STATION RECOVERY (1973)
 FD1130
 FD1130'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0741 ***********************************************************************
 FD0741  DESIGNATION -  B 219
 FD0741  PID         -  FD0741
 FD0741  STATE/COUNTY-  TN/DICKSON
 FD0741  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0741
 FD0741                         *CURRENT SURVEY CONTROL
 FD0741  ___________________________________________________________________
 FD0741* NAD 83(1986)-  35 59 49.     (N)    087 26 34.     (W)     SCALED    
 FD0741* NAVD 88     -       209.260  (meters)     686.55   (feet)  ADJUSTED  
 FD0741  ___________________________________________________________________
 FD0741  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0741  DYNAMIC HT  -         209.077 (meters)     685.95  (feet)  COMP
 FD0741  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0741
 FD0741  VERT ORDER  -  SECOND    CLASS 0
 FD0741
 FD0741.The horizontal coordinates were scaled from a topographic map and have
 FD0741.an estimated accuracy of +/- 6 seconds.
 FD0741
 FD0741.The orthometric height was determined by differential leveling
 FD0741.and adjusted by the National Geodetic Survey in June 1991..
 FD0741
 FD0741.The geoid height was determined by GEOID03.
 FD0741
 FD0741.The dynamic height is computed by dividing the NAVD 88
 FD0741.geopotential number by the normal gravity value computed on the
 FD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0741.degrees latitude (g = 980.6199 gals.).
 FD0741
 FD0741.The modeled gravity was interpolated from observed gravity values.
 FD0741
 FD0741;                    North         East    Units  Estimated Accuracy
 FD0741;SPC TN       -   185,540.      469,920.      MT  (+/- 180 meters Scaled)
 FD0741
 FD0741                          SUPERSEDED SURVEY CONTROL
 FD0741
 FD0741  NGVD 29 (??/??/92)  209.258  (m)          686.54   (f) ADJ UNCH    2 0
 FD0741
 FD0741.Superseded values are not recommended for survey control.
 FD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0741.See file dsdata.txt to determine how the superseded data were derived.
 FD0741
 FD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE600837(NAD 83)
 FD0741_MARKER: DB = BENCH MARK DISK
 FD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0741_STAMPING: B 219 1959
 FD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0741+STABILITY: SURFACE MOTION
 FD0741
 FD0741  HISTORY     - Date     Condition        Report By
 FD0741  HISTORY     - 1959     MONUMENTED       CGS
 FD0741
 FD0741                          STATION DESCRIPTION
 FD0741
 FD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0741'2.8 MI SE FROM OAK GROVE.
 FD0741'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0741'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST ON
 FD0741'A GRAVELED ROAD FOR 2.8 MILES, 31 FT. SOUTH OF THE CENTER OF THE
 FD0741'GRAVELED ROAD, 40 FT. EAST AND ACROSS THE ROAD FROM A FENCE,
 FD0741'26 FT. EAST OF THE CENTER OF A TRACK ROAD, 28 FT. WEST OF A LONE
 FD0741'10-INCH CEDAR TREE, 2.2 FT. SOUTH OF A WITNESS SIGN, A DISK SET
 FD0741'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 4 FT.
 FD0741'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1431 ***********************************************************************
 GC1431  DESIGNATION -  B 22
 GC1431  PID         -  GC1431
 GC1431  STATE/COUNTY-  TN/DICKSON
 GC1431  USGS QUAD   -  BURNS (1986)
 GC1431
 GC1431                         *CURRENT SURVEY CONTROL
 GC1431  ___________________________________________________________________
 GC1431* NAD 83(1986)-  36 01 30.     (N)    087 20 34.     (W)     SCALED    
 GC1431* NAVD 88     -       259.957  (meters)     852.88   (feet)  ADJUSTED  
 GC1431  ___________________________________________________________________
 GC1431  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1431  DYNAMIC HT  -         259.729 (meters)     852.13  (feet)  COMP
 GC1431  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 GC1431
 GC1431  VERT ORDER  -  SECOND    CLASS 0
 GC1431
 GC1431.The horizontal coordinates were scaled from a topographic map and have
 GC1431.an estimated accuracy of +/- 6 seconds.
 GC1431
 GC1431.The orthometric height was determined by differential leveling
 GC1431.and adjusted by the National Geodetic Survey in June 1991..
 GC1431
 GC1431.The geoid height was determined by GEOID03.
 GC1431
 GC1431.The dynamic height is computed by dividing the NAVD 88
 GC1431.geopotential number by the normal gravity value computed on the
 GC1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1431.degrees latitude (g = 980.6199 gals.).
 GC1431
 GC1431.The modeled gravity was interpolated from observed gravity values.
 GC1431
 GC1431;                    North         East    Units  Estimated Accuracy
 GC1431;SPC TN       -   188,520.      478,980.      MT  (+/- 180 meters Scaled)
 GC1431
 GC1431                          SUPERSEDED SURVEY CONTROL
 GC1431
 GC1431  NGVD 29 (??/??/92)  259.946  (m)          852.84   (f) ADJ UNCH    2 0
 GC1431
 GC1431.Superseded values are not recommended for survey control.
 GC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1431.See file dsdata.txt to determine how the superseded data were derived.
 GC1431
 GC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE691867(NAD 83)
 GC1431_MARKER: DB = BENCH MARK DISK
 GC1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1431_STAMPING: B 22 1934
 GC1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1431+STABILITY: SURFACE MOTION
 GC1431
 GC1431  HISTORY     - Date     Condition        Report By
 GC1431  HISTORY     - 1934     MONUMENTED       CGS
 GC1431  HISTORY     - 1959     GOOD             NGS
 GC1431
 GC1431                          STATION DESCRIPTION
 GC1431
 GC1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1431'3.1 MI S FROM COLESBURG.
 GC1431'3.1 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1431'RAILWAY FROM THE STATION AT COLESBURG, DICKSON COUNTY, NEAR POLE
 GC1431'5/13, AT A DIRT-ROAD CROSSING, 57 FEET SOUTHWEST OF THE
 GC1431'CROSSING-WARNING SIGNAL, 42.5 FEET SOUTHWEST OF THE CENTER OF THE
 GC1431'CROSSING, 32 FEET SOUTH OF THE SOUTH RAIL, 26 FEET SOUTHWEST
 GC1431'OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 15
 GC1431'FEET NORTH OF THE CENTERLINE OF A ROAD LEADING WEST ALONG THE
 GC1431'TRACK, 48 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 GC1431'AND LINES LEADING IN THREE DIRECTIONS, 3 FEET WEST OF A WHITE
 GC1431'WOODEN WITNESS POST, AND LEVEL WITH THE CROSSING.  A STANDARD
 GC1431'DISK, STAMPED B 22 1934 AND SET IN THE TOP OF A CONCRETE POST
 GC1431'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0598 ***********************************************************************
 FC0598  DESIGNATION -  B 22
 FC0598  PID         -  FC0598
 FC0598  STATE/COUNTY-  TN/BRADLEY
 FC0598  USGS QUAD   -  CHARLESTON (1980)
 FC0598
 FC0598                         *CURRENT SURVEY CONTROL
 FC0598  ___________________________________________________________________
 FC0598* NAD 83(1986)-  35 15 15.     (N)    084 49 59.     (W)     SCALED    
 FC0598* NAVD 88     -       239.516  (meters)     785.81   (feet)  ADJUSTED  
 FC0598  ___________________________________________________________________
 FC0598  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0598  DYNAMIC HT  -         239.282 (meters)     785.04  (feet)  COMP
 FC0598  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FC0598
 FC0598  VERT ORDER  -  SECOND    CLASS 0
 FC0598
 FC0598.The horizontal coordinates were scaled from a topographic map and have
 FC0598.an estimated accuracy of +/- 6 seconds.
 FC0598
 FC0598.The orthometric height was determined by differential leveling
 FC0598.and adjusted by the National Geodetic Survey in June 1991..
 FC0598
 FC0598.The geoid height was determined by GEOID03.
 FC0598
 FC0598.The dynamic height is computed by dividing the NAVD 88
 FC0598.geopotential number by the normal gravity value computed on the
 FC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0598.degrees latitude (g = 980.6199 gals.).
 FC0598
 FC0598.The modeled gravity was interpolated from observed gravity values.
 FC0598
 FC0598;                    North         East    Units  Estimated Accuracy
 FC0598;SPC TN       -   102,800.      706,200.      MT  (+/- 180 meters Scaled)
 FC0598
 FC0598                          SUPERSEDED SURVEY CONTROL
 FC0598
 FC0598  NGVD 29 (??/??/92)  239.556  (m)          785.94   (f) ADJ UNCH    2 0
 FC0598
 FC0598.Superseded values are not recommended for survey control.
 FC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0598.See file dsdata.txt to determine how the superseded data were derived.
 FC0598
 FC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE971033(NAD 83)
 FC0598_MARKER: DD = SURVEY DISK
 FC0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0598_STAMPING: TT B 22 1935
 FC0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0598+STABILITY: SURFACE MOTION
 FC0598
 FC0598  HISTORY     - Date     Condition        Report By
 FC0598  HISTORY     - 1935     MONUMENTED       USGS
 FC0598  HISTORY     - 1961     GOOD             NGS
 FC0598  HISTORY     - 1967     GOOD             NGS
 FC0598
 FC0598                          STATION DESCRIPTION
 FC0598
 FC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0598'8 MI N FROM CLEVELAND.
 FC0598'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY
 FC0598'60 (GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0598'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0598'LEFT, JUST AFTER CROSSING A BRIDGE AND JUST BEFORE REACHING
 FC0598'THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND U.S. HIGHWAY 11,
 FC0598'TURN LEFT AND GO NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A
 FC0598'SHARP RIGHT TURN AND THE VALLEY HEAD SCHOOL ON THE RIGHT,
 FC0598'FOLLOW OILED ROAD RIGHT, NORTHEAST FOR 3.75 MILES TO THE HOUSE
 FC0598'OF MR. B. CRISP ON THE LEFT AND THE MARK ON THE RIGHT, ABOUT
 FC0598'150 FEET SOUTH AND ACROSS THE OIL ROAD FROM T JUNCTION OF A
 FC0598'GRAVELED ROAD LEADING WEST, 25 FEET NORTHEAST OF CENTER OF OIL
 FC0598'ROAD, 3.2 FEET SOUTHWEST OF FENCE, 2.3 FEET NORTHEAST OF A
 FC0598'WITNESS SIGN.  A DISK SET IN THE TOP OF A CONCRETE POST THAT IS
 FC0598'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 FC0598
 FC0598                          STATION RECOVERY (1967)
 FC0598
 FC0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0882 ***********************************************************************
 GC0882  DESIGNATION -  B 22
 GC0882  PID         -  GC0882
 GC0882  STATE/COUNTY-  TN/DAVIDSON
 GC0882  USGS QUAD   -  WHITES CREEK (1994)
 GC0882
 GC0882                         *CURRENT SURVEY CONTROL
 GC0882  ___________________________________________________________________
 GC0882* NAD 83(1986)-  36 19 00.     (N)    086 50 43.     (W)     SCALED    
 GC0882* NAVD 88     -       197.517  (meters)     648.02   (feet)  ADJUSTED  
 GC0882  ___________________________________________________________________
 GC0882  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0882  DYNAMIC HT  -         197.347 (meters)     647.46  (feet)  COMP
 GC0882  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0882
 GC0882  VERT ORDER  -  SECOND    CLASS 0
 GC0882
 GC0882.The horizontal coordinates were scaled from a topographic map and have
 GC0882.an estimated accuracy of +/- 6 seconds.
 GC0882
 GC0882.The orthometric height was determined by differential leveling
 GC0882.and adjusted by the National Geodetic Survey in June 1991..
 GC0882
 GC0882.The geoid height was determined by GEOID03.
 GC0882
 GC0882.The dynamic height is computed by dividing the NAVD 88
 GC0882.geopotential number by the normal gravity value computed on the
 GC0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0882.degrees latitude (g = 980.6199 gals.).
 GC0882
 GC0882.The modeled gravity was interpolated from observed gravity values.
 GC0882
 GC0882;                    North         East    Units  Estimated Accuracy
 GC0882;SPC TN       -   220,380.      524,100.      MT  (+/- 180 meters Scaled)
 GC0882
 GC0882                          SUPERSEDED SURVEY CONTROL
 GC0882
 GC0882  NGVD 29 (??/??/92)  197.558  (m)          648.15   (f) ADJ UNCH    2 0
 GC0882
 GC0882.Superseded values are not recommended for survey control.
 GC0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0882.See file dsdata.txt to determine how the superseded data were derived.
 GC0882
 GC0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF138190(NAD 83)
 GC0882_MARKER: DD = SURVEY DISK
 GC0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0882_STAMPING: B 22
 GC0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0882+STABILITY: SURFACE MOTION
 GC0882
 GC0882  HISTORY     - Date     Condition        Report By
 GC0882  HISTORY     - UNK      MONUMENTED       TNHD
 GC0882  HISTORY     - 1965     GOOD             TNHD
 GC0882
 GC0882                          STATION DESCRIPTION
 GC0882
 GC0882'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0882'1.1 MI E FROM JOELTON.
 GC0882'FROM THE INTERSECTION OF CLAYLICK ROAD AND UNION HILL ROAD, ABOUT
 GC0882'0.3 MILE EAST OF JOELTON, GO EASTERLY ON CLAYLICK ROAD FOR 0.8 MILE
 GC0882'TO A 15-FOOT CONCRETE CULVERT AND THE MARK ON THE LEFT JUST
 GC0882'BEYOND, 29 FEET NORTHEAST OF THE EAST END OF THE NORTH GUARD RAIL
 GC0882'OF THE CULVERT, 21 FEET NORTH OF THE APPROXIMATE CENTER OF CLAYLICK
 GC0882'ROAD AND 3 FEET SOUTH OF A BARBED WIRE FENCE.  IT IS A METAL
 GC0882'DISK SET IN THE TOP OF A 4-INCH, ROUND, CONCRETE MONUMENT
 GC0882'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0572 ***********************************************************************
 GC0572  DESIGNATION -  B 220
 GC0572  PID         -  GC0572
 GC0572  STATE/COUNTY-  TN/DAVIDSON
 GC0572  USGS QUAD   -  BELLEVUE (1983)
 GC0572
 GC0572                         *CURRENT SURVEY CONTROL
 GC0572  ___________________________________________________________________
 GC0572* NAD 83(1986)-  36 06 08.     (N)    086 55 52.     (W)     SCALED    
 GC0572* NAVD 88     -       147.762  (meters)     484.78   (feet)  ADJUSTED  
 GC0572  ___________________________________________________________________
 GC0572  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0572  DYNAMIC HT  -         147.634 (meters)     484.36  (feet)  COMP
 GC0572  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GC0572
 GC0572  VERT ORDER  -  SECOND    CLASS 0
 GC0572
 GC0572.The horizontal coordinates were scaled from a topographic map and have
 GC0572.an estimated accuracy of +/- 6 seconds.
 GC0572
 GC0572.The orthometric height was determined by differential leveling
 GC0572.and adjusted by the National Geodetic Survey in June 1991..
 GC0572
 GC0572.The geoid height was determined by GEOID03.
 GC0572
 GC0572.The dynamic height is computed by dividing the NAVD 88
 GC0572.geopotential number by the normal gravity value computed on the
 GC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0572.degrees latitude (g = 980.6199 gals.).
 GC0572
 GC0572.The modeled gravity was interpolated from observed gravity values.
 GC0572
 GC0572;                    North         East    Units  Estimated Accuracy
 GC0572;SPC TN       -   196,660.      516,160.      MT  (+/- 180 meters Scaled)
 GC0572
 GC0572                          SUPERSEDED SURVEY CONTROL
 GC0572
 GC0572  NGVD 29 (??/??/92)  147.783  (m)          484.85   (f) ADJ UNCH    2 0
 GC0572
 GC0572.Superseded values are not recommended for survey control.
 GC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0572.See file dsdata.txt to determine how the superseded data were derived.
 GC0572
 GC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE062952(NAD 83)
 GC0572_MARKER: DB = BENCH MARK DISK
 GC0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0572_SP_SET: CULVERT
 GC0572_STAMPING: B 220 1959
 GC0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0572+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0572
 GC0572  HISTORY     - Date     Condition        Report By
 GC0572  HISTORY     - 1959     MONUMENTED       CGS
 GC0572  HISTORY     - 20030122 GOOD             LOCENG
 GC0572
 GC0572                          STATION DESCRIPTION
 GC0572
 GC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0572'6.4 MI SW FROM NASHVILLE.
 GC0572'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0572'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0572'HIGHWAY 70 N), THENCE 0.7 MILES SOUTH ON SAWYER-BROWN RD. TO
 GC0572'AN 8 FT. CONCRETE CULVERT, 127 FT. NORTH-NORTHWEST OF A
 GC0572'POWER LINE POLE AND 17 FT. WEST OF THE CENTER OF THE ROAD, A
 GC0572'DISK DRILLED IN THE NORTHWEST HEADWALL OF THE CULVERT.
 GC0572
 GC0572                          STATION RECOVERY (2003)
 GC0572
 GC0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BWH)
 GC0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0549 ***********************************************************************
 GC0549  DESIGNATION -  B 221
 GC0549  PID         -  GC0549
 GC0549  STATE/COUNTY-  TN/ROBERTSON
 GC0549  USGS QUAD   -  WHITE HOUSE (1981)
 GC0549
 GC0549                         *CURRENT SURVEY CONTROL
 GC0549  ___________________________________________________________________
 GC0549* NAD 83(1986)-  36 28 46.     (N)    086 40 33.     (W)     SCALED    
 GC0549* NAVD 88     -       247.754  (meters)     812.84   (feet)  ADJUSTED  
 GC0549  ___________________________________________________________________
 GC0549  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0549  DYNAMIC HT  -         247.544 (meters)     812.15  (feet)  COMP
 GC0549  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GC0549
 GC0549  VERT ORDER  -  SECOND    CLASS 0
 GC0549
 GC0549.The horizontal coordinates were scaled from a topographic map and have
 GC0549.an estimated accuracy of +/- 6 seconds.
 GC0549
 GC0549.The orthometric height was determined by differential leveling
 GC0549.and adjusted by the National Geodetic Survey in June 1991..
 GC0549
 GC0549.The geoid height was determined by GEOID03.
 GC0549
 GC0549.The dynamic height is computed by dividing the NAVD 88
 GC0549.geopotential number by the normal gravity value computed on the
 GC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0549.degrees latitude (g = 980.6199 gals.).
 GC0549
 GC0549.The modeled gravity was interpolated from observed gravity values.
 GC0549
 GC0549;                    North         East    Units  Estimated Accuracy
 GC0549;SPC TN       -   238,320.      539,440.      MT  (+/- 180 meters Scaled)
 GC0549
 GC0549                          SUPERSEDED SURVEY CONTROL
 GC0549
 GC0549  NGVD 29 (??/??/92)  247.816  (m)          813.04   (f) ADJ UNCH    2 0
 GC0549
 GC0549.Superseded values are not recommended for survey control.
 GC0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0549.See file dsdata.txt to determine how the superseded data were derived.
 GC0549
 GC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF290371(NAD 83)
 GC0549_MARKER: DB = BENCH MARK DISK
 GC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0549_STAMPING: B 221 1959
 GC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0549+STABILITY: SURFACE MOTION
 GC0549
 GC0549  HISTORY     - Date     Condition        Report By
 GC0549  HISTORY     - 1959     MONUMENTED       CGS
 GC0549
 GC0549                          STATION DESCRIPTION
 GC0549
 GC0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0549'2.6 MI NW FROM WHITE HOUSE.
 GC0549'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0549'31W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC0549'THENCE 0.85 MILE NORTH ON THE INTERSTATE HIGHWAY, 29 FT. SOUTH
 GC0549'OF THE CENTER OF A FIELD ROAD, 2 FT. EAST OF A FENCE, AND 2.6
 GC0549'FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC0549'POST PROJECTING 3 INCHES.  THIS MARK IS ABOUT 0.2 MILE WEST
 GC0549'ALONG A FIELD ROAD FROM A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0607 ***********************************************************************
 GC0607  DESIGNATION -  B 222
 GC0607  PID         -  GC0607
 GC0607  STATE/COUNTY-  TN/DAVIDSON
 GC0607  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0607
 GC0607                         *CURRENT SURVEY CONTROL
 GC0607  ___________________________________________________________________
 GC0607* NAD 83(1986)-  36 08 35.     (N)    086 49 21.     (W)     SCALED    
 GC0607* NAVD 88     -       178.374  (meters)     585.22   (feet)  ADJUSTED  
 GC0607  ___________________________________________________________________
 GC0607  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0607  DYNAMIC HT  -         178.220 (meters)     584.71  (feet)  COMP
 GC0607  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0607
 GC0607  VERT ORDER  -  SECOND    CLASS 0
 GC0607
 GC0607.The horizontal coordinates were scaled from a topographic map and have
 GC0607.an estimated accuracy of +/- 6 seconds.
 GC0607
 GC0607.The orthometric height was determined by differential leveling
 GC0607.and adjusted by the National Geodetic Survey in June 1991..
 GC0607
 GC0607.The geoid height was determined by GEOID03.
 GC0607
 GC0607.The dynamic height is computed by dividing the NAVD 88
 GC0607.geopotential number by the normal gravity value computed on the
 GC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0607.degrees latitude (g = 980.6199 gals.).
 GC0607
 GC0607.The modeled gravity was interpolated from observed gravity values.
 GC0607
 GC0607;                    North         East    Units  Estimated Accuracy
 GC0607;SPC TN       -   201,100.      525,980.      MT  (+/- 180 meters Scaled)
 GC0607
 GC0607                          SUPERSEDED SURVEY CONTROL
 GC0607
 GC0607  NGVD 29 (??/??/92)  178.394  (m)          585.28   (f) ADJ UNCH    2 0
 GC0607
 GC0607.Superseded values are not recommended for survey control.
 GC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0607.See file dsdata.txt to determine how the superseded data were derived.
 GC0607
 GC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE159998(NAD 83)
 GC0607_MARKER: DB = BENCH MARK DISK
 GC0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0607_STAMPING: B 222 1959
 GC0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0607+STABILITY: SURFACE MOTION
 GC0607
 GC0607  HISTORY     - Date     Condition        Report By
 GC0607  HISTORY     - 1959     MONUMENTED       CGS
 GC0607  HISTORY     - 1960     GOOD             NGS
 GC0607
 GC0607                          STATION DESCRIPTION
 GC0607
 GC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0607'AT NASHVILLE.
 GC0607'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF PARK DRIVE AND
 GC0607'A RAILROAD CROSSING, 44 FT. SOUTHWEST OF THE CENTER OF THE RAILROAD
 GC0607'CROSSING AND PARK DRIVE, 40 FT. SOUTH OF THE CENTER OF PARK DRIVE,
 GC0607'26 FT. WEST OF THE WEST RAIL, 7 FT. EAST OF A TELEPHONE POLE AND
 GC0607'2 FT. WEST OF A WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 GC0607'PROJECTING 4 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0546 ***********************************************************************
 FD0546  DESIGNATION -  B 223
 FD0546  PID         -  FD0546
 FD0546  STATE/COUNTY-  TN/WILLIAMSON
 FD0546  USGS QUAD   -  BETHESDA (1982)
 FD0546
 FD0546                         *CURRENT SURVEY CONTROL
 FD0546  ___________________________________________________________________
 FD0546* NAD 83(1986)-  35 49 13.     (N)    086 50 23.     (W)     SCALED    
 FD0546* NAVD 88     -       243.525  (meters)     798.96   (feet)  ADJUSTED  
 FD0546  ___________________________________________________________________
 FD0546  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0546  DYNAMIC HT  -         243.310 (meters)     798.26  (feet)  COMP
 FD0546  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FD0546
 FD0546  VERT ORDER  -  SECOND    CLASS 0
 FD0546
 FD0546.The horizontal coordinates were scaled from a topographic map and have
 FD0546.an estimated accuracy of +/- 6 seconds.
 FD0546
 FD0546.The orthometric height was determined by differential leveling
 FD0546.and adjusted by the National Geodetic Survey in June 1991..
 FD0546
 FD0546.The geoid height was determined by GEOID03.
 FD0546
 FD0546.The dynamic height is computed by dividing the NAVD 88
 FD0546.geopotential number by the normal gravity value computed on the
 FD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0546.degrees latitude (g = 980.6199 gals.).
 FD0546
 FD0546.The modeled gravity was interpolated from observed gravity values.
 FD0546
 FD0546;                    North         East    Units  Estimated Accuracy
 FD0546;SPC TN       -   165,300.      524,120.      MT  (+/- 180 meters Scaled)
 FD0546
 FD0546                          SUPERSEDED SURVEY CONTROL
 FD0546
 FD0546  NGVD 29 (??/??/92)  243.502  (m)          798.89   (f) ADJ UNCH    2 0
 FD0546
 FD0546.Superseded values are not recommended for survey control.
 FD0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0546.See file dsdata.txt to determine how the superseded data were derived.
 FD0546
 FD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE144640(NAD 83)
 FD0546_MARKER: DB = BENCH MARK DISK
 FD0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0546_STAMPING: B 223 1960
 FD0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0546+STABILITY: SURFACE MOTION
 FD0546
 FD0546  HISTORY     - Date     Condition        Report By
 FD0546  HISTORY     - 1960     MONUMENTED       CGS
 FD0546
 FD0546                          STATION DESCRIPTION
 FD0546
 FD0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0546'9 MI NE FROM SPRING HILL.
 FD0546'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0546'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0546'3.6 MILES EAST ON DUPLEX ROAD, THEN 3.95 MILES NORTH ON INTERSTATE
 FD0546'HIGHWAY 65, THEN 0.5 MILE NORTHEAST ON U.S. HIGHWAY 431, THEN
 FD0546'0.3 MILE EAST ON A GRAVELED ROAD, THEN 0.7 MILE NORTHEAST ON
 FD0546'INTERSTATE HIGHWAY 65 TO A GRAVELED ROAD CROSSING.  THE BENCH
 FD0546'MARK IS ABOUT 238 FT. SOUTHEAST OF THE CENTER OF INTERSTATE
 FD0546'HIGHWAY 65, 39 FT. WEST OF A DITCH BANK, 11 FT. NORTH OF THE
 FD0546'CENTER OF A GRAVELED ROAD, 1 FT. NORTH OF A FENCE LINE AND
 FD0546'1.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0546'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 FD0546'GRAVEL ROAD.  NOTE-- THIS MARK IS 0.6 MILE SOUTHWEST ALONG
 FD0546'THE INTERSTATE HIGHWAY FROM CALLIE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0578 ***********************************************************************
 FD0578  DESIGNATION -  B 224
 FD0578  PID         -  FD0578
 FD0578  STATE/COUNTY-  TN/MAURY
 FD0578  USGS QUAD   -  CARTERS CREEK (1982)
 FD0578
 FD0578                         *CURRENT SURVEY CONTROL
 FD0578  ___________________________________________________________________
 FD0578* NAD 83(1986)-  35 38 34.     (N)    086 53 40.     (W)     SCALED    
 FD0578* NAVD 88     -       213.253  (meters)     699.65   (feet)  ADJUSTED  
 FD0578  ___________________________________________________________________
 FD0578  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FD0578  DYNAMIC HT  -         213.066 (meters)     699.03  (feet)  COMP
 FD0578  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FD0578
 FD0578  VERT ORDER  -  SECOND    CLASS 0
 FD0578
 FD0578.The horizontal coordinates were scaled from a topographic map and have
 FD0578.an estimated accuracy of +/- 6 seconds.
 FD0578
 FD0578.The orthometric height was determined by differential leveling
 FD0578.and adjusted by the National Geodetic Survey in June 1991..
 FD0578
 FD0578.The geoid height was determined by GEOID03.
 FD0578
 FD0578.The dynamic height is computed by dividing the NAVD 88
 FD0578.geopotential number by the normal gravity value computed on the
 FD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0578.degrees latitude (g = 980.6199 gals.).
 FD0578
 FD0578.The modeled gravity was interpolated from observed gravity values.
 FD0578
 FD0578;                    North         East    Units  Estimated Accuracy
 FD0578;SPC TN       -   145,650.      519,000.      MT  (+/- 180 meters Scaled)
 FD0578
 FD0578                          SUPERSEDED SURVEY CONTROL
 FD0578
 FD0578  NGVD 29 (??/??/92)  213.233  (m)          699.58   (f) ADJ UNCH    2 0
 FD0578
 FD0578.Superseded values are not recommended for survey control.
 FD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0578.See file dsdata.txt to determine how the superseded data were derived.
 FD0578
 FD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE095443(NAD 83)
 FD0578_MARKER: DB = BENCH MARK DISK
 FD0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0578_STAMPING: B 224 1960
 FD0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0578+STABILITY: SURFACE MOTION
 FD0578
 FD0578  HISTORY     - Date     Condition        Report By
 FD0578  HISTORY     - 1960     MONUMENTED       CGS
 FD0578
 FD0578                          STATION DESCRIPTION
 FD0578
 FD0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0578'9.3 MI N FROM BRYANT.
 FD0578'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0578'50 FOR 0.7 MILE, THEN 8.6 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0578'TO THE INTERSECTION OF STATE HIGHWAY 99.  THE BENCH MARK IS 0.5
 FD0578'MILE EAST OF THE SMALL COMMUNITY OF OAKLAND ON STATE HIGHWAY 99,
 FD0578'ABOUT 350 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 91
 FD0578'FT. EAST OF THE SOUTHEAST YELLOW 4 FT. CONCRETE POST MARKING A
 FD0578'GAS PIPE LINE UNDER THE HIGHWAY, 35 FT. SOUTHWEST OF THE CENTER
 FD0578'OF A T JUNCTION OF A PRIVATE DRIVE, 19 FT. SOUTH OF STATE HIGHWAY
 FD0578'99, 4 FT. EAST OF A TELEPHONE POLE, AND 1.3 FT. EAST OF A
 FD0578'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0578'3 INCHES AND ABOUT LEVEL WITH STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0401 ***********************************************************************
 FD0401  DESIGNATION -  B 225
 FD0401  PID         -  FD0401
 FD0401  STATE/COUNTY-  TN/GILES
 FD0401  USGS QUAD   -  TARPLEY (1982)
 FD0401
 FD0401                         *CURRENT SURVEY CONTROL
 FD0401  ___________________________________________________________________
 FD0401* NAD 83(1986)-  35 14 47.     (N)    086 53 10.     (W)     SCALED    
 FD0401* NAVD 88     -       241.929  (meters)     793.73   (feet)  ADJUSTED  
 FD0401  ___________________________________________________________________
 FD0401  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0401  DYNAMIC HT  -         241.704 (meters)     792.99  (feet)  COMP
 FD0401  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FD0401
 FD0401  VERT ORDER  -  SECOND    CLASS 0
 FD0401
 FD0401.The horizontal coordinates were scaled from a topographic map and have
 FD0401.an estimated accuracy of +/- 6 seconds.
 FD0401
 FD0401.The orthometric height was determined by differential leveling
 FD0401.and adjusted by the National Geodetic Survey in June 1991..
 FD0401
 FD0401.The geoid height was determined by GEOID03.
 FD0401
 FD0401.The dynamic height is computed by dividing the NAVD 88
 FD0401.geopotential number by the normal gravity value computed on the
 FD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0401.degrees latitude (g = 980.6199 gals.).
 FD0401
 FD0401.The modeled gravity was interpolated from observed gravity values.
 FD0401
 FD0401;                    North         East    Units  Estimated Accuracy
 FD0401;SPC TN       -   101,670.      519,350.      MT  (+/- 180 meters Scaled)
 FD0401
 FD0401                          SUPERSEDED SURVEY CONTROL
 FD0401
 FD0401  NGVD 29 (??/??/92)  241.904  (m)          793.65   (f) ADJ UNCH    2 0
 FD0401
 FD0401.Superseded values are not recommended for survey control.
 FD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0401.See file dsdata.txt to determine how the superseded data were derived.
 FD0401
 FD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103003(NAD 83)
 FD0401_MARKER: DB = BENCH MARK DISK
 FD0401_SETTING: 0 = UNSPECIFIED SETTING
 FD0401_STAMPING: B 225 1960
 FD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0401
 FD0401  HISTORY     - Date     Condition        Report By
 FD0401  HISTORY     - 1960     MONUMENTED       CGS
 FD0401
 FD0401                          STATION DESCRIPTION
 FD0401
 FD0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0401'1.6 MI N FROM BEECH HILL.
 FD0401'FROM THE BEECH SCHOOL IN BEECH HILL, GO 0.3 MILE EAST ON A
 FD0401'PAVED ROAD, THEN 1.15 MILE NORTH ON A GRAVELED ROAD TO A DRIVEWAY
 FD0401'JUST NORTH OF A SMALL POND, THEN 0.1 MILE WEST ON THE PRIVATE
 FD0401'DRIVE LEADING TO A HOUSE.  THE BENCH MARK IS 73 FT. NORTHEAST
 FD0401'OF A FENCE CORNER, 37 FT. NORTHEAST OF THE CENTER OF A BRIDGE
 FD0401'AND DRIVEWAY LEADING TO A BARN, 4 FT. NORTHWEST OF THE NORTHWEST
 FD0401'CORNER OF A SMALL BUILDING, 2 FT. SOUTHWEST OF A FENCE, AND
 FD0401'1.6 FT. NORTHWEST OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0707 ***********************************************************************
 GC0707  DESIGNATION -  B 226
 GC0707  PID         -  GC0707
 GC0707  STATE/COUNTY-  TN/DAVIDSON
 GC0707  USGS QUAD   -  HERMITAGE (1983)
 GC0707
 GC0707                         *CURRENT SURVEY CONTROL
 GC0707  ___________________________________________________________________
 GC0707* NAD 83(1986)-  36 10 12.     (N)    086 35 06.     (W)     SCALED    
 GC0707* NAVD 88     -       166.053  (meters)     544.79   (feet)  ADJUSTED  
 GC0707  ___________________________________________________________________
 GC0707  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0707  DYNAMIC HT  -         165.913 (meters)     544.33  (feet)  COMP
 GC0707  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GC0707
 GC0707  VERT ORDER  -  SECOND    CLASS 0
 GC0707
 GC0707.The horizontal coordinates were scaled from a topographic map and have
 GC0707.an estimated accuracy of +/- 6 seconds.
 GC0707
 GC0707.The orthometric height was determined by differential leveling
 GC0707.and adjusted by the National Geodetic Survey in June 1991..
 GC0707
 GC0707.The geoid height was determined by GEOID03.
 GC0707
 GC0707.The dynamic height is computed by dividing the NAVD 88
 GC0707.geopotential number by the normal gravity value computed on the
 GC0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0707.degrees latitude (g = 980.6199 gals.).
 GC0707
 GC0707.The modeled gravity was interpolated from observed gravity values.
 GC0707
 GC0707;                    North         East    Units  Estimated Accuracy
 GC0707;SPC TN       -   203,940.      547,370.      MT  (+/- 180 meters Scaled)
 GC0707
 GC0707                          SUPERSEDED SURVEY CONTROL
 GC0707
 GC0707  NGVD 29 (??/??/92)  166.091  (m)          544.92   (f) ADJ UNCH    2 0
 GC0707
 GC0707.Superseded values are not recommended for survey control.
 GC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0707.See file dsdata.txt to determine how the superseded data were derived.
 GC0707
 GC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF373028(NAD 83)
 GC0707_MARKER: DB = BENCH MARK DISK
 GC0707_SETTING: 66 = SET IN ROCK OUTCROP
 GC0707_SP_SET: BEDROCK
 GC0707_STAMPING: B 226 1960
 GC0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0707+STABILITY: POSITION/ELEVATION WELL
 GC0707
 GC0707  HISTORY     - Date     Condition        Report By
 GC0707  HISTORY     - 1960     MONUMENTED       CGS
 GC0707
 GC0707                          STATION DESCRIPTION
 GC0707
 GC0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0707'6.9 MI SW FROM MOUNT JULIET.
 GC0707'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0707'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0707'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0707'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0707'ROAD, THEN 2.75 MILES WEST ON CENTRAL PIKE ROAD, THEN 0.15 MILE
 GC0707'SOUTH ON NEW HOPE ROAD.  THE BENCH MARK IS ABOUT 240 FT. NORTH
 GC0707'OF PROPOSED INTERSTATE HIGHWAY 40, 54 FT. NORTHEAST OF A FENCE
 GC0707'CORNER, 46 FT. EAST OF THE CENTER OF NEW HOPE ROAD, 40 FT.
 GC0707'NORTHEAST OF A POWER LINE POLE, 19 FT. EAST OF A FENCE AND 2.1
 GC0707'FT. EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 GC0707'HOLE IN BED ROCK THAT PROJECTS 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0277 ***********************************************************************
 GC0277  DESIGNATION -  B 227
 GC0277  PID         -  GC0277
 GC0277  STATE/COUNTY-  TN/WILSON
 GC0277  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0277
 GC0277                         *CURRENT SURVEY CONTROL
 GC0277  ___________________________________________________________________
 GC0277* NAD 83(1986)-  36 11 23.     (N)    086 11 15.     (W)     SCALED    
 GC0277* NAVD 88     -       206.082  (meters)     676.12   (feet)  ADJUSTED  
 GC0277  ___________________________________________________________________
 GC0277  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0277  DYNAMIC HT  -         205.910 (meters)     675.56  (feet)  COMP
 GC0277  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GC0277
 GC0277  VERT ORDER  -  SECOND    CLASS 0
 GC0277
 GC0277.The horizontal coordinates were scaled from a topographic map and have
 GC0277.an estimated accuracy of +/- 6 seconds.
 GC0277
 GC0277.The orthometric height was determined by differential leveling
 GC0277.and adjusted by the National Geodetic Survey in June 1991..
 GC0277
 GC0277.The geoid height was determined by GEOID03.
 GC0277
 GC0277.The dynamic height is computed by dividing the NAVD 88
 GC0277.geopotential number by the normal gravity value computed on the
 GC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0277.degrees latitude (g = 980.6199 gals.).
 GC0277
 GC0277.The modeled gravity was interpolated from observed gravity values.
 GC0277
 GC0277;                    North         East    Units  Estimated Accuracy
 GC0277;SPC TN       -   205,980.      583,140.      MT  (+/- 180 meters Scaled)
 GC0277
 GC0277                          SUPERSEDED SURVEY CONTROL
 GC0277
 GC0277  NGVD 29 (??/??/92)  206.144  (m)          676.32   (f) ADJ UNCH    2 0
 GC0277
 GC0277.Superseded values are not recommended for survey control.
 GC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0277.See file dsdata.txt to determine how the superseded data were derived.
 GC0277
 GC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF730052(NAD 83)
 GC0277_MARKER: DB = BENCH MARK DISK
 GC0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0277_STAMPING: B 227 1960
 GC0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0277+STABILITY: SURFACE MOTION
 GC0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0277+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0277
 GC0277  HISTORY     - Date     Condition        Report By
 GC0277  HISTORY     - 1960     MONUMENTED       CGS
 GC0277  HISTORY     - 20010226 GOOD             TNDT
 GC0277
 GC0277                          STATION DESCRIPTION
 GC0277
 GC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0277'6 MI E FROM LEBANON.
 GC0277'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0277'MILE, THEN 5.4 MILES EAST ON BLUE BIRD ROAD.  THE BENCH MARK
 GC0277'IS 148 FT. WEST OF A DRIVEWAY TO A FIELD ON THE OPPOSITE SIDE OF
 GC0277'THE ROAD, 18 FT. NORTH OF THE CENTER OF BLUE BIRD ROAD, 20 FT.
 GC0277'EAST OF A CREEK BANK, 1.6 FT. NORTH OF A FENCE, AND 1.4 FT.
 GC0277'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0277'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 GC0277
 GC0277                          STATION RECOVERY (2001)
 GC0277
 GC0277'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0618 ***********************************************************************
 FD0618  DESIGNATION -  B 228
 FD0618  PID         -  FD0618
 FD0618  STATE/COUNTY-  TN/RUTHERFORD
 FD0618  USGS QUAD   -  SMYRNA (1998)
 FD0618
 FD0618                         *CURRENT SURVEY CONTROL
 FD0618  ___________________________________________________________________
 FD0618* NAD 83(1986)-  35 54 51.     (N)    086 30 37.     (W)     SCALED    
 FD0618* NAVD 88     -       175.713  (meters)     576.49   (feet)  ADJUSTED  
 FD0618  ___________________________________________________________________
 FD0618  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0618  DYNAMIC HT  -         175.560 (meters)     575.98  (feet)  COMP
 FD0618  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0618
 FD0618  VERT ORDER  -  SECOND    CLASS 0
 FD0618
 FD0618.The horizontal coordinates were scaled from a topographic map and have
 FD0618.an estimated accuracy of +/- 6 seconds.
 FD0618
 FD0618.The orthometric height was determined by differential leveling
 FD0618.and adjusted by the National Geodetic Survey in June 1991..
 FD0618
 FD0618.The geoid height was determined by GEOID03.
 FD0618
 FD0618.The dynamic height is computed by dividing the NAVD 88
 FD0618.geopotential number by the normal gravity value computed on the
 FD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0618.degrees latitude (g = 980.6199 gals.).
 FD0618
 FD0618.The modeled gravity was interpolated from observed gravity values.
 FD0618
 FD0618;                    North         East    Units  Estimated Accuracy
 FD0618;SPC TN       -   175,510.      553,940.      MT  (+/- 180 meters Scaled)
 FD0618
 FD0618                          SUPERSEDED SURVEY CONTROL
 FD0618
 FD0618  NGVD 29 (??/??/92)  175.728  (m)          576.53   (f) ADJ UNCH    2 0
 FD0618
 FD0618.Superseded values are not recommended for survey control.
 FD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0618.See file dsdata.txt to determine how the superseded data were derived.
 FD0618
 FD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE441745(NAD 83)
 FD0618_MARKER: DB = BENCH MARK DISK
 FD0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0618_SP_SET: BRIDGE
 FD0618_STAMPING: B 228 1960
 FD0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0618
 FD0618  HISTORY     - Date     Condition        Report By
 FD0618  HISTORY     - 1960     MONUMENTED       CGS
 FD0618  HISTORY     - 20010226 POOR             TNDT
 FD0618
 FD0618                          STATION DESCRIPTION
 FD0618
 FD0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0618'12.6 MI NW FROM MURFREESBORO.
 FD0618'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0618'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0618'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2 MILES
 FD0618'WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN ROAD TO
 FD0618'A Y JUNCTION.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 FD0618'TOP OF THE WEST CONCRETE HEADWALL AT THE SOUTHWEST END OF A SMALL
 FD0618'BRIDGE OVER A CREEK WHICH LEADS TO A STOCK POND, ABOUT 240 FT.
 FD0618'SOUTH OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 24, 233 FT.
 FD0618'NORTH OF THE CENTER OF THE T JUNCTION, AND 9 FT. WEST OF THE
 FD0618'CENTER OF THE BRIDGE.
 FD0618
 FD0618                          STATION RECOVERY (2001)
 FD0618
 FD0618'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0618'DISK HAS BEEN REMOVED BY VANDALISM. THE SHAFT IS STILL IN PLACE.
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0125 ***********************************************************************
 FD0125  DESIGNATION -  B 229
 FD0125  PID         -  FD0125
 FD0125  STATE/COUNTY-  TN/COFFEE
 FD0125  USGS QUAD   -  NOAH (1976)
 FD0125
 FD0125                         *CURRENT SURVEY CONTROL
 FD0125  ___________________________________________________________________
 FD0125* NAD 83(1986)-  35 34 03.     (N)    086 13 05.     (W)     SCALED    
 FD0125* NAVD 88     -       275.154  (meters)     902.73   (feet)  ADJUSTED  
 FD0125  ___________________________________________________________________
 FD0125  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0125  DYNAMIC HT  -         274.895 (meters)     901.88  (feet)  COMP
 FD0125  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FD0125
 FD0125  VERT ORDER  -  SECOND    CLASS 0
 FD0125
 FD0125.The horizontal coordinates were scaled from a topographic map and have
 FD0125.an estimated accuracy of +/- 6 seconds.
 FD0125
 FD0125.The orthometric height was determined by differential leveling
 FD0125.and adjusted by the National Geodetic Survey in June 1991..
 FD0125
 FD0125.The geoid height was determined by GEOID03.
 FD0125
 FD0125.The dynamic height is computed by dividing the NAVD 88
 FD0125.geopotential number by the normal gravity value computed on the
 FD0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0125.degrees latitude (g = 980.6199 gals.).
 FD0125
 FD0125.The modeled gravity was interpolated from observed gravity values.
 FD0125
 FD0125;                    North         East    Units  Estimated Accuracy
 FD0125;SPC TN       -   136,950.      580,230.      MT  (+/- 180 meters Scaled)
 FD0125
 FD0125                          SUPERSEDED SURVEY CONTROL
 FD0125
 FD0125  NGVD 29 (??/??/92)  275.149  (m)          902.72   (f) ADJ UNCH    2 0
 FD0125
 FD0125.Superseded values are not recommended for survey control.
 FD0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0125.See file dsdata.txt to determine how the superseded data were derived.
 FD0125
 FD0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE708362(NAD 83)
 FD0125_MARKER: DB = BENCH MARK DISK
 FD0125_SETTING: 66 = SET IN ROCK OUTCROP
 FD0125_SP_SET: BEDROCK
 FD0125_STAMPING: B 229 1960
 FD0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0125+STABILITY: POSITION/ELEVATION WELL
 FD0125
 FD0125  HISTORY     - Date     Condition        Report By
 FD0125  HISTORY     - 1960     MONUMENTED       CGS
 FD0125
 FD0125                          STATION DESCRIPTION
 FD0125
 FD0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0125'5.5 MI SE FROM BEECH GROVE.
 FD0125'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0125'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0125'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE SOUTHEAST
 FD0125'ON A GRAVELED ROAD, THEN 0.6 MILE EAST ON A GRAVELED ROAD.  THE
 FD0125'BENCH MARK IS ABOUT 600 FT. NORTH OF THE CENTER OF INTERSTATE
 FD0125'HIGHWAY 24, 36 FT. SOUTH OF THE NORTHEAST CORNER OF A HOUSE, 33
 FD0125'FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 10 FT. EAST OF THE
 FD0125'CENTER OF A WALK THAT LEADS TO THE HOUSE, 5 FT. SOUTH OF THE
 FD0125'CENTER OF A ROCK FENCE.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0125'IN A LARGE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0326 ***********************************************************************
 GD0326  DESIGNATION -  B 23
 GD0326  PID         -  GD0326
 GD0326  STATE/COUNTY-  TN/WEAKLEY
 GD0326  USGS QUAD   -  MARTIN (1983)
 GD0326
 GD0326                         *CURRENT SURVEY CONTROL
 GD0326  ___________________________________________________________________
 GD0326* NAD 83(1986)-  36 20 44.     (N)    088 51 01.     (W)     SCALED    
 GD0326* NAVD 88     -       125.265  (meters)     410.97   (feet)  ADJUSTED  
 GD0326  ___________________________________________________________________
 GD0326  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0326  DYNAMIC HT  -         125.164 (meters)     410.64  (feet)  COMP
 GD0326  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GD0326
 GD0326  VERT ORDER  -  FIRST     CLASS II
 GD0326
 GD0326.The horizontal coordinates were scaled from a topographic map and have
 GD0326.an estimated accuracy of +/- 6 seconds.
 GD0326
 GD0326.The orthometric height was determined by differential leveling
 GD0326.and adjusted by the National Geodetic Survey in June 1991..
 GD0326
 GD0326.The geoid height was determined by GEOID03.
 GD0326
 GD0326.The dynamic height is computed by dividing the NAVD 88
 GD0326.geopotential number by the normal gravity value computed on the
 GD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0326.degrees latitude (g = 980.6199 gals.).
 GD0326
 GD0326.The modeled gravity was interpolated from observed gravity values.
 GD0326
 GD0326;                    North         East    Units  Estimated Accuracy
 GD0326;SPC TN       -   226,980.      344,170.      MT  (+/- 180 meters Scaled)
 GD0326
 GD0326                          SUPERSEDED SURVEY CONTROL
 GD0326
 GD0326  NGVD 29 (??/??/??)  125.275  (m)          411.01   (f) ADJUSTED    1 2
 GD0326
 GD0326.Superseded values are not recommended for survey control.
 GD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0326.See file dsdata.txt to determine how the superseded data were derived.
 GD0326
 GD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF339238(NAD 83)
 GD0326_MARKER: DB = BENCH MARK DISK
 GD0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0326_SP_SET: STONE
 GD0326_STAMPING: B 23 1934 411.220
 GD0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0326+STABILITY: SURFACE MOTION
 GD0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0326+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0326
 GD0326  HISTORY     - Date     Condition        Report By
 GD0326  HISTORY     - 1934     MONUMENTED       CGS
 GD0326  HISTORY     - 1948     GOOD             CGS
 GD0326  HISTORY     - 1967     GOOD             CGS
 GD0326  HISTORY     - 20020820 GOOD             USACE
 GD0326
 GD0326                          STATION DESCRIPTION
 GD0326
 GD0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0326'AT MARTIN.
 GD0326'AT MARTIN, WEAKLEY COUNTY, AT THE MAIN ENTRANCE TO THE POST
 GD0326'OFFICE, 6 FEET EAST OF THE DOORWAY, 1.5 FEET WEST OF THE EAST
 GD0326'END OF THE PLATFORM, AND 6 INCHES SOUTH OF THE SOUTH FACE OF
 GD0326'THE BUILDING.  A STANDARD DISK, STAMPED B 23 1934 411.220 AND SET
 GD0326'IN THE TOP OF A STONE BLOCK.  NOTE-- THE BUILDING IN WHICH THE
 GD0326'MARK IS SET IS NOW THE OLD POST OFFICE AND IS USED TO HOUSE
 GD0326'OFFICES FOR GOVERNMENT AGENCIES.
 GD0326
 GD0326                          STATION RECOVERY (1967)
 GD0326
 GD0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0326'RECOVERED IN GOOD CONDITION.
 GD0326
 GD0326                          STATION RECOVERY (2002)
 GD0326
 GD0326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0326'OLD POST OFFICE IS NOW PUBLIC LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1687 ***********************************************************************
 GB1687  DESIGNATION -  B 230
 GB1687  PID         -  GB1687
 GB1687  STATE/COUNTY-  TN/PUTNAM
 GB1687  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1687
 GB1687                         *CURRENT SURVEY CONTROL
 GB1687  ___________________________________________________________________
 GB1687* NAD 83(1986)-  36 08 10.     (N)    085 27 41.     (W)     SCALED    
 GB1687* NAVD 88     -       331.567  (meters)    1087.82   (feet)  ADJUSTED  
 GB1687  ___________________________________________________________________
 GB1687  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB1687  DYNAMIC HT  -         331.272 (meters)    1086.85  (feet)  COMP
 GB1687  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 GB1687
 GB1687  VERT ORDER  -  SECOND    CLASS 0
 GB1687
 GB1687.The horizontal coordinates were scaled from a topographic map and have
 GB1687.an estimated accuracy of +/- 6 seconds.
 GB1687
 GB1687.The orthometric height was determined by differential leveling
 GB1687.and adjusted by the National Geodetic Survey in June 1991..
 GB1687
 GB1687.The geoid height was determined by GEOID03.
 GB1687
 GB1687.The dynamic height is computed by dividing the NAVD 88
 GB1687.geopotential number by the normal gravity value computed on the
 GB1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1687.degrees latitude (g = 980.6199 gals.).
 GB1687
 GB1687.The modeled gravity was interpolated from observed gravity values.
 GB1687
 GB1687;                    North         East    Units  Estimated Accuracy
 GB1687;SPC TN       -   200,150.      648,480.      MT  (+/- 180 meters Scaled)
 GB1687
 GB1687                          SUPERSEDED SURVEY CONTROL
 GB1687
 GB1687  NGVD 29 (??/??/92)  331.631  (m)         1088.03   (f) ADJ UNCH    2 0
 GB1687
 GB1687.Superseded values are not recommended for survey control.
 GB1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1687.See file dsdata.txt to determine how the superseded data were derived.
 GB1687
 GB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF384001(NAD 83)
 GB1687_MARKER: DB = BENCH MARK DISK
 GB1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1687_STAMPING: B 230 1960
 GB1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1687+STABILITY: SURFACE MOTION
 GB1687
 GB1687  HISTORY     - Date     Condition        Report By
 GB1687  HISTORY     - 1960     MONUMENTED       CGS
 GB1687
 GB1687                          STATION DESCRIPTION
 GB1687
 GB1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1687'4.2 MI SE FROM COOKEVILLE.
 GB1687'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1687'HIGHWAY 42, THEN 2.35 MILES EAST ON INTERSTATE HIGHWAY 40.  THE
 GB1687'BENCH MARK IS ON THE SOUTH RIGHT-OF-WAY ON INTERSTATE HIGHWAY
 GB1687'40, 7 FT. WEST OF A CEDAR TREE, 2 FT. NORTH OF THE RIGHT OF
 GB1687'WAY FENCE, 1.4 FT. NORTH OF A WITNESS SIGN, AND ABOUT 0.1 MILE
 GB1687'EAST OF A CULVERT.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1687'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1709 ***********************************************************************
 GB1709  DESIGNATION -  B 231
 GB1709  PID         -  GB1709
 GB1709  STATE/COUNTY-  TN/PUTNAM
 GB1709  USGS QUAD   -  MONTEREY (1981)
 GB1709
 GB1709                         *CURRENT SURVEY CONTROL
 GB1709  ___________________________________________________________________
 GB1709* NAD 83(1986)-  36 07 51.     (N)    085 20 38.     (W)     SCALED    
 GB1709* NAVD 88     -       568.466  (meters)    1865.04   (feet)  ADJUSTED  
 GB1709  ___________________________________________________________________
 GB1709  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1709  DYNAMIC HT  -         567.942 (meters)    1863.32  (feet)  COMP
 GB1709  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GB1709
 GB1709  VERT ORDER  -  SECOND    CLASS 0
 GB1709
 GB1709.The horizontal coordinates were scaled from a topographic map and have
 GB1709.an estimated accuracy of +/- 6 seconds.
 GB1709
 GB1709.The orthometric height was determined by differential leveling
 GB1709.and adjusted by the National Geodetic Survey in June 1991..
 GB1709
 GB1709.The geoid height was determined by GEOID03.
 GB1709
 GB1709.The dynamic height is computed by dividing the NAVD 88
 GB1709.geopotential number by the normal gravity value computed on the
 GB1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1709.degrees latitude (g = 980.6199 gals.).
 GB1709
 GB1709.The modeled gravity was interpolated from observed gravity values.
 GB1709
 GB1709;                    North         East    Units  Estimated Accuracy
 GB1709;SPC TN       -   199,630.      659,060.      MT  (+/- 180 meters Scaled)
 GB1709
 GB1709                          SUPERSEDED SURVEY CONTROL
 GB1709
 GB1709  NGVD 29 (??/??/92)  568.497  (m)         1865.14   (f) ADJ UNCH    2 0
 GB1709
 GB1709.Superseded values are not recommended for survey control.
 GB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1709.See file dsdata.txt to determine how the superseded data were derived.
 GB1709
 GB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE490997(NAD 83)
 GB1709_MARKER: DB = BENCH MARK DISK
 GB1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1709_STAMPING: B 231 1960
 GB1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1709+STABILITY: SURFACE MOTION
 GB1709
 GB1709  HISTORY     - Date     Condition        Report By
 GB1709  HISTORY     - 1960     MONUMENTED       CGS
 GB1709  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1709
 GB1709                          STATION DESCRIPTION
 GB1709
 GB1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1709'5 MI W FROM MONTEREY.
 GB1709'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILE SOUTHWEST ON
 GB1709'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1709'0.2 MILE WEST ON A GRAVELED ROAD TO A T JUNCTION.  THE BENCH MARK
 GB1709'IS 0.15 MILE NORTH OF A CHURCH, 55 FT. WEST OF THE NORTHWEST
 GB1709'CORNER OF A CEMETERY, 72 FT. WEST OF A 36-INCH TREE, 26 FT. EAST
 GB1709'OF THE CENTER OF THE T JUNCTION, AND 1.8 FT. SOUTH OF A WITNESS
 GB1709'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1709'WITH THE SURFACE OF THE GROUND AND IS ABOUT 2 FT. ABOVE THE LEVEL
 GB1709'OF THE GRAVELED ROAD.
 GB1709
 GB1709                          STATION RECOVERY (2006)
 GB1709
 GB1709'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0797 ***********************************************************************
 FC0797  DESIGNATION -  B 232
 FC0797  PID         -  FC0797
 FC0797  STATE/COUNTY-  TN/CUMBERLAND
 FC0797  USGS QUAD   -  DORTON (1991)
 FC0797
 FC0797                         *CURRENT SURVEY CONTROL
 FC0797  ___________________________________________________________________
 FC0797* NAD 83(1986)-  35 56 50.     (N)    084 56 28.     (W)     SCALED    
 FC0797* NAVD 88     -       535.567  (meters)    1757.11   (feet)  ADJUSTED  
 FC0797  ___________________________________________________________________
 FC0797  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC0797  DYNAMIC HT  -         535.070 (meters)    1755.48  (feet)  COMP
 FC0797  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC0797
 FC0797  VERT ORDER  -  SECOND    CLASS 0
 FC0797
 FC0797.The horizontal coordinates were scaled from a topographic map and have
 FC0797.an estimated accuracy of +/- 6 seconds.
 FC0797
 FC0797.The orthometric height was determined by differential leveling
 FC0797.and adjusted by the National Geodetic Survey in June 1991..
 FC0797
 FC0797.The geoid height was determined by GEOID03.
 FC0797
 FC0797.The dynamic height is computed by dividing the NAVD 88
 FC0797.geopotential number by the normal gravity value computed on the
 FC0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0797.degrees latitude (g = 980.6199 gals.).
 FC0797
 FC0797.The modeled gravity was interpolated from observed gravity values.
 FC0797
 FC0797;                    North         East    Units  Estimated Accuracy
 FC0797;SPC TN       -   179,580.      695,530.      MT  (+/- 180 meters Scaled)
 FC0797
 FC0797                          SUPERSEDED SURVEY CONTROL
 FC0797
 FC0797  NGVD 29 (??/??/92)  535.646  (m)         1757.37   (f) ADJ UNCH    2 0
 FC0797
 FC0797.Superseded values are not recommended for survey control.
 FC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0797.See file dsdata.txt to determine how the superseded data were derived.
 FC0797
 FC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE856800(NAD 83)
 FC0797_MARKER: DB = BENCH MARK DISK
 FC0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0797_SP_SET: BRIDGE
 FC0797_STAMPING: B 232 1960
 FC0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0797
 FC0797  HISTORY     - Date     Condition        Report By
 FC0797  HISTORY     - 1960     MONUMENTED       CGS
 FC0797
 FC0797                          STATION DESCRIPTION
 FC0797
 FC0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0797'1.8 MI SE FROM DORTON.
 FC0797'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0797'ROAD TO A Y JUNCTION, TAKE THE RIGHT FORK AND GO 0.35 MILE EAST TO
 FC0797'A T JUNCTION, CONTINUE EAST FOR 0.1 MILE TO A DIM TRACK ROAD
 FC0797'LEADING SOUTH, GO SOUTH  ON THE TRACK ROAD FOR 0.4 MILE TO A ROCK
 FC0797'AND CONCRETE BRIDGE OVER A SMALL CREEK.  THE BENCH MARK IS 11
 FC0797'FT. SOUTHWEST OF THE CENTER OF THE BRIDGE.  THE DISK IS CEMENTED
 FC0797'IN A DRILL HOLE IN TOP OF THE SOUTHEAST WINGWALL OF THE BRIDGE,
 FC0797'AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE TRACK ROAD.  NOTE--
 FC0797'THIS MARK IS ABOUT 0.7 MILE WEST ON INTERSTATE HIGHWAY 40 FROM
 FC0797'OTTER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0910 ***********************************************************************
 FC0910  DESIGNATION -  B 233
 FC0910  PID         -  FC0910
 FC0910  STATE/COUNTY-  TN/ROANE
 FC0910  USGS QUAD   -  HARRIMAN (1980)
 FC0910
 FC0910                         *CURRENT SURVEY CONTROL
 FC0910  ___________________________________________________________________
 FC0910* NAD 83(1986)-  35 54 10.     (N)    084 33 37.     (W)     SCALED    
 FC0910* NAVD 88     -       268.349  (meters)     880.41   (feet)  ADJUSTED  
 FC0910  ___________________________________________________________________
 FC0910  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0910  DYNAMIC HT  -         268.102 (meters)     879.60  (feet)  COMP
 FC0910  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FC0910
 FC0910  VERT ORDER  -  SECOND    CLASS 0
 FC0910
 FC0910.The horizontal coordinates were scaled from a topographic map and have
 FC0910.an estimated accuracy of +/- 6 seconds.
 FC0910
 FC0910.The orthometric height was determined by differential leveling
 FC0910.and adjusted by the National Geodetic Survey in June 1991..
 FC0910
 FC0910.The geoid height was determined by GEOID03.
 FC0910
 FC0910.The dynamic height is computed by dividing the NAVD 88
 FC0910.geopotential number by the normal gravity value computed on the
 FC0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0910.degrees latitude (g = 980.6199 gals.).
 FC0910
 FC0910.The modeled gravity was interpolated from observed gravity values.
 FC0910
 FC0910;                    North         East    Units  Estimated Accuracy
 FC0910;SPC TN       -   175,080.      729,960.      MT  (+/- 180 meters Scaled)
 FC0910
 FC0910                          SUPERSEDED SURVEY CONTROL
 FC0910
 FC0910  NGVD 29 (??/??/92)  268.460  (m)          880.77   (f) ADJ UNCH    2 0
 FC0910
 FC0910.Superseded values are not recommended for survey control.
 FC0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0910.See file dsdata.txt to determine how the superseded data were derived.
 FC0910
 FC0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE201759(NAD 83)
 FC0910_MARKER: DB = BENCH MARK DISK
 FC0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0910_SP_SET: BRIDGE
 FC0910_STAMPING: R 233 1960
 FC0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0910
 FC0910  HISTORY     - Date     Condition        Report By
 FC0910  HISTORY     - 1960     MONUMENTED       CGS
 FC0910
 FC0910                          STATION DESCRIPTION
 FC0910
 FC0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0910'4.6 MI NW FROM KINGSTON.
 FC0910'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0910'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY
 FC0910'40, THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 1.35 MILES
 FC0910'NORTHWEST ON U.S. HIGHWAY 70, THEN 1.1 MILES NORTHERLY ON A
 FC0910'PAVED ROAD, THEN 0.3 MILE WESTERLY ON A RAILROAD TO AN OVERPASS
 FC0910'OVER U.S. HIGHWAY 27.  THE BENCH MARK DISK IS CEMENTED IN A
 FC0910'DRILL HOLE IN TOP OF THE SOUTHWEST CONCRETE HEADWALL AT THE
 FC0910'WEST END OF THE OVERPASS, 1.4 FT. EAST OF THE WEST END OF THE
 FC0910'HEADWALL AND ABOUT LEVEL WITH THE TRACKS.  NOTE-- TO REACH B.M.
 FC0910'A 233 FROM THIS MARK, GO 0.45 MILE NORTHWEST ON THE RAILROAD, THEN
 FC0910'0.35 MILE SOUTH ON A GRAVELED ROAD, THEN 0.35 MILE WEST ON A
 FC0910'GRAVELED ROAD TO A T JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2469 ***********************************************************************
 GA2469  DESIGNATION -  B 235
 GA2469  PID         -  GA2469
 GA2469  STATE/COUNTY-  TN/KNOX
 GA2469  USGS QUAD   -  JOHN SEVIER (1992)
 GA2469
 GA2469                         *CURRENT SURVEY CONTROL
 GA2469  ___________________________________________________________________
 GA2469* NAD 83(1986)-  36 01 43.     (N)    083 51 49.     (W)     SCALED    
 GA2469* NAVD 88     -       282.829  (meters)     927.91   (feet)  ADJUSTED  
 GA2469  ___________________________________________________________________
 GA2469  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2469  DYNAMIC HT  -         282.569 (meters)     927.06  (feet)  COMP
 GA2469  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA2469
 GA2469  VERT ORDER  -  SECOND    CLASS 0
 GA2469
 GA2469.The horizontal coordinates were scaled from a topographic map and have
 GA2469.an estimated accuracy of +/- 6 seconds.
 GA2469
 GA2469.The orthometric height was determined by differential leveling
 GA2469.and adjusted by the National Geodetic Survey in June 1991..
 GA2469
 GA2469.The geoid height was determined by GEOID03.
 GA2469
 GA2469.The dynamic height is computed by dividing the NAVD 88
 GA2469.geopotential number by the normal gravity value computed on the
 GA2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2469.degrees latitude (g = 980.6199 gals.).
 GA2469
 GA2469.The modeled gravity was interpolated from observed gravity values.
 GA2469
 GA2469;                    North         East    Units  Estimated Accuracy
 GA2469;SPC TN       -   190,190.      792,530.      MT  (+/- 180 meters Scaled)
 GA2469
 GA2469                          SUPERSEDED SURVEY CONTROL
 GA2469
 GA2469  NGVD 29 (??/??/92)  282.965  (m)          928.36   (f) ADJ UNCH    2 0
 GA2469
 GA2469.Superseded values are not recommended for survey control.
 GA2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2469.See file dsdata.txt to determine how the superseded data were derived.
 GA2469
 GA2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV419909(NAD 83)
 GA2469_MARKER: DB = BENCH MARK DISK
 GA2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2469_STAMPING: B 235 1961
 GA2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2469+STABILITY: SURFACE MOTION
 GA2469
 GA2469  HISTORY     - Date     Condition        Report By
 GA2469  HISTORY     - 1961     MONUMENTED       CGS
 GA2469  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2469
 GA2469                          STATION DESCRIPTION
 GA2469
 GA2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2469'IN EAST KNOXVILLE.
 GA2469'THIS MARK IS LOCATED AT THE INTERSECTION OF BUFFAT DRIVE AND LOVE
 GA2469'CREEK ROAD.  THE BENCH MARK IS ABOUT 200 FT. WEST OF THE
 GA2469'INTERSECTION, 46 FT. WEST OF THE NORTHWEST CORNER OF A HOUSE, 21
 GA2469'FT. SOUTH OF THE CENTER OF BUFFAT DRIVE, 10.5 FT. SOUTHWEST OF A
 GA2469'POWER LINE POLE BY A FENCE CORNER, 1.3 FT. SOUTH OF A FENCE, AND
 GA2469'1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA2469'CONCRETE POST PROJECTING 4 INCHES AND ABOUT 3 FT. BELOW THE LEVEL
 GA2469'OF THE ROAD.  NOTE-- THIS MARK IS 0.6 MILE EAST ALONG BUFFAT
 GA2469'DRIVE FROM FURGERSON 1960.
 GA2469
 GA2469                          STATION RECOVERY (1982)
 GA2469
 GA2469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0719 ***********************************************************************
 GB0719  DESIGNATION -  B 236
 GB0719  PID         -  GB0719
 GB0719  STATE/COUNTY-  TN/CAMPBELL
 GB0719  USGS QUAD   -  JACKSBORO (1991)
 GB0719
 GB0719                         *CURRENT SURVEY CONTROL
 GB0719  ___________________________________________________________________
 GB0719* NAD 83(1986)-  36 16 31.     (N)    084 12 11.     (W)     SCALED    
 GB0719* NAVD 88     -       346.204  (meters)    1135.84   (feet)  ADJUSTED  
 GB0719  ___________________________________________________________________
 GB0719  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0719  DYNAMIC HT  -         345.896 (meters)    1134.83  (feet)  COMP
 GB0719  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GB0719
 GB0719  VERT ORDER  -  SECOND    CLASS 0
 GB0719
 GB0719.The horizontal coordinates were scaled from a topographic map and have
 GB0719.an estimated accuracy of +/- 6 seconds.
 GB0719
 GB0719.The orthometric height was determined by differential leveling
 GB0719.and adjusted by the National Geodetic Survey in June 1991..
 GB0719
 GB0719.The geoid height was determined by GEOID03.
 GB0719
 GB0719.The dynamic height is computed by dividing the NAVD 88
 GB0719.geopotential number by the normal gravity value computed on the
 GB0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0719.degrees latitude (g = 980.6199 gals.).
 GB0719
 GB0719.The modeled gravity was interpolated from observed gravity values.
 GB0719
 GB0719;                    North         East    Units  Estimated Accuracy
 GB0719;SPC TN       -   216,940.      761,440.      MT  (+/- 180 meters Scaled)
 GB0719
 GB0719                          SUPERSEDED SURVEY CONTROL
 GB0719
 GB0719  NGVD 29 (??/??/92)  346.312  (m)         1136.19   (f) ADJ UNCH    2 0
 GB0719
 GB0719.Superseded values are not recommended for survey control.
 GB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0719.See file dsdata.txt to determine how the superseded data were derived.
 GB0719
 GB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF512181(NAD 83)
 GB0719_MARKER: DB = BENCH MARK DISK
 GB0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0719_SP_SET: CULVERT
 GB0719_STAMPING: B 236 1961
 GB0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0719
 GB0719  HISTORY     - Date     Condition        Report By
 GB0719  HISTORY     - 1961     MONUMENTED       CGS
 GB0719  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0719
 GB0719                          STATION DESCRIPTION
 GB0719
 GB0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0719'2 MI S FROM CARYVILLE.
 GB0719'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0719'ON STATE HIGHWAY 63, THEN 1.8 MILE SOUTH ON U.S. HIGHWAY 25W
 GB0719'TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT
 GB0719'0.15 MILE NORTHWEST OF AN ESSO GAS STATION, AT A Y JUNCTION OF U.S.
 GB0719'HIGHWAY 25W AND A GRAVEL ROAD LEADING SOUTHEAST, AND 15.8 FT.
 GB0719'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK IS CEMENTED
 GB0719'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE NORTHEAST CONCRETE
 GB0719'HEADWALL OF THE CULVERT AND IS ABOUT LEVEL WITH THE ROAD.
 GB0719
 GB0719                          STATION RECOVERY (1973)
 GB0719
 GB0719'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2127 ***********************************************************************
 FB2127  DESIGNATION -  B 237
 FB2127  PID         -  FB2127
 FB2127  STATE/COUNTY-  TN/KNOX
 FB2127  USGS QUAD   -  BOYDS CREEK (1986)
 FB2127
 FB2127                         *CURRENT SURVEY CONTROL
 FB2127  ___________________________________________________________________
 FB2127* NAD 83(1986)-  35 59 40.     (N)    083 40 49.     (W)     SCALED    
 FB2127* NAVD 88     -       273.002  (meters)     895.67   (feet)  ADJUSTED  
 FB2127  ___________________________________________________________________
 FB2127  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2127  DYNAMIC HT  -         272.747 (meters)     894.84  (feet)  COMP
 FB2127  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FB2127
 FB2127  VERT ORDER  -  SECOND    CLASS 0
 FB2127
 FB2127.The horizontal coordinates were scaled from a topographic map and have
 FB2127.an estimated accuracy of +/- 6 seconds.
 FB2127
 FB2127.The orthometric height was determined by differential leveling
 FB2127.and adjusted by the National Geodetic Survey in June 1991..
 FB2127
 FB2127.The geoid height was determined by GEOID03.
 FB2127
 FB2127.The dynamic height is computed by dividing the NAVD 88
 FB2127.geopotential number by the normal gravity value computed on the
 FB2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2127.degrees latitude (g = 980.6199 gals.).
 FB2127
 FB2127.The modeled gravity was interpolated from observed gravity values.
 FB2127
 FB2127;                    North         East    Units  Estimated Accuracy
 FB2127;SPC TN       -   186,780.      809,140.      MT  (+/- 180 meters Scaled)
 FB2127
 FB2127                          SUPERSEDED SURVEY CONTROL
 FB2127
 FB2127  NGVD 29 (??/??/92)  273.145  (m)          896.14   (f) ADJ UNCH    2 0
 FB2127
 FB2127.Superseded values are not recommended for survey control.
 FB2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2127.See file dsdata.txt to determine how the superseded data were derived.
 FB2127
 FB2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV583866(NAD 83)
 FB2127_MARKER: DB = BENCH MARK DISK
 FB2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2127_STAMPING: B 237 1961
 FB2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2127+STABILITY: SURFACE MOTION
 FB2127
 FB2127  HISTORY     - Date     Condition        Report By
 FB2127  HISTORY     - 1961     MONUMENTED       CGS
 FB2127  HISTORY     - 1972     GOOD             TVA
 FB2127
 FB2127                          STATION DESCRIPTION
 FB2127
 FB2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2127'3.6 MI NW FROM KODAK.
 FB2127'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2127'KODAK (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2127'70 AND 25W, AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2127'OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY, THEN 2.9
 FB2127'MILES WEST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF A PAVED
 FB2127'ROAD.  THE BENCH MARK IS ABOUT 600 FT. SOUTH OF INTERSTATE
 FB2127'HIGHWAY 40, ABOUT 120 FT. SOUTH OF A SMALL CREEK UNDER WILL
 FB2127'MERRETT ROAD, 100 FT. WEST OF THE NORTHWEST CORNER OF A HOUSE,
 FB2127'17 FT. EAST OF THE CENTER OF WILL MERRET ROAD, 3 FT. SOUTH OF
 FB2127'A POWER LINE POLE WITH TRANSFORMER, AND 1.7 FT. SOUTH OF A
 FB2127'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2127'PROJECTING 6 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE
 FB2127'ROAD.
 FB2127
 FB2127                          STATION RECOVERY (1972)
 FB2127
 FB2127'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0261 ***********************************************************************
 FC0261  DESIGNATION -  B 238
 FC0261  PID         -  FC0261
 FC0261  STATE/COUNTY-  TN/LOUDON
 FC0261  USGS QUAD   -  LENOIR CITY (1986)
 FC0261
 FC0261                         *CURRENT SURVEY CONTROL
 FC0261  ___________________________________________________________________
 FC0261* NAD 83(1986)-  35 47 50.     (N)    084 19 27.     (W)     SCALED    
 FC0261* NAVD 88     -       256.674  (meters)     842.10   (feet)  ADJUSTED  
 FC0261  ___________________________________________________________________
 FC0261  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0261  DYNAMIC HT  -         256.429 (meters)     841.30  (feet)  COMP
 FC0261  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FC0261
 FC0261  VERT ORDER  -  SECOND    CLASS 0
 FC0261
 FC0261.The horizontal coordinates were scaled from a topographic map and have
 FC0261.an estimated accuracy of +/- 6 seconds.
 FC0261
 FC0261.The orthometric height was determined by differential leveling
 FC0261.and adjusted by the National Geodetic Survey in June 1991..
 FC0261
 FC0261.The geoid height was determined by GEOID03.
 FC0261
 FC0261.The dynamic height is computed by dividing the NAVD 88
 FC0261.geopotential number by the normal gravity value computed on the
 FC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0261.degrees latitude (g = 980.6199 gals.).
 FC0261
 FC0261.The modeled gravity was interpolated from observed gravity values.
 FC0261
 FC0261;                    North         East    Units  Estimated Accuracy
 FC0261;SPC TN       -   163,710.      751,470.      MT  (+/- 180 meters Scaled)
 FC0261
 FC0261                          SUPERSEDED SURVEY CONTROL
 FC0261
 FC0261  NGVD 29 (??/??/92)  256.785  (m)          842.47   (f) ADJ UNCH    2 0
 FC0261
 FC0261.Superseded values are not recommended for survey control.
 FC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0261.See file dsdata.txt to determine how the superseded data were derived.
 FC0261
 FC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE418647(NAD 83)
 FC0261_MARKER: DB = BENCH MARK DISK
 FC0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0261_SP_SET: CULVERT
 FC0261_STAMPING: B 238 1961
 FC0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0261
 FC0261  HISTORY     - Date     Condition        Report By
 FC0261  HISTORY     - 1961     MONUMENTED       CGS
 FC0261  HISTORY     - 1965     GOOD             NGS
 FC0261  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0261
 FC0261                          STATION DESCRIPTION
 FC0261
 FC0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0261'4 MI SW FROM EATON CROSSROADS.
 FC0261'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0261'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0261'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 2.35
 FC0261'MILES TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH MARK IS
 FC0261'CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE SOUTH
 FC0261'CONCRETE HEADWALL OF THE CULVERT AND IS ABOUT 3 FEET ABOVE THE
 FC0261'LEVEL OF THE ROAD.  THE DISK IS STAMPED B 238 1961.
 FC0261
 FC0261                          STATION RECOVERY (2005)
 FC0261
 FC0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0261'CULVERT HAS BEEN REPLACED AND NEW CONCRETE WALL BUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2055 ***********************************************************************
 GA2055  DESIGNATION -  B 239
 GA2055  PID         -  GA2055
 GA2055  STATE/COUNTY-  TN/JEFFERSON
 GA2055  USGS QUAD   -  MORRISTOWN (1979)
 GA2055
 GA2055                         *CURRENT SURVEY CONTROL
 GA2055  ___________________________________________________________________
 GA2055* NAD 83(1986)-  36 07 56.     (N)    083 18 34.     (W)     SCALED    
 GA2055* NAVD 88     -       361.405  (meters)    1185.71   (feet)  ADJUSTED  
 GA2055  ___________________________________________________________________
 GA2055  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2055  DYNAMIC HT  -         361.068 (meters)    1184.60  (feet)  COMP
 GA2055  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2055
 GA2055  VERT ORDER  -  SECOND    CLASS 0
 GA2055
 GA2055.The horizontal coordinates were scaled from a topographic map and have
 GA2055.an estimated accuracy of +/- 6 seconds.
 GA2055
 GA2055.The orthometric height was determined by differential leveling
 GA2055.and adjusted by the National Geodetic Survey in June 1991..
 GA2055
 GA2055.The geoid height was determined by GEOID03.
 GA2055
 GA2055.The dynamic height is computed by dividing the NAVD 88
 GA2055.geopotential number by the normal gravity value computed on the
 GA2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2055.degrees latitude (g = 980.6199 gals.).
 GA2055
 GA2055.The modeled gravity was interpolated from observed gravity values.
 GA2055
 GA2055;                    North         East    Units  Estimated Accuracy
 GA2055;SPC TN       -   202,920.      842,150.      MT  (+/- 180 meters Scaled)
 GA2055
 GA2055                          SUPERSEDED SURVEY CONTROL
 GA2055
 GA2055  NGVD 29 (??/??/92)  361.548  (m)         1186.18   (f) ADJ UNCH    2 0
 GA2055
 GA2055.Superseded values are not recommended for survey control.
 GA2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2055.See file dsdata.txt to determine how the superseded data were derived.
 GA2055
 GA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA921010(NAD 83)
 GA2055_MARKER: DB = BENCH MARK DISK
 GA2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2055_STAMPING: B 239 1961
 GA2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2055+STABILITY: SURFACE MOTION
 GA2055
 GA2055  HISTORY     - Date     Condition        Report By
 GA2055  HISTORY     - 1961     MONUMENTED       CGS
 GA2055  HISTORY     - 1980     GOOD             NGS
 GA2055
 GA2055                          STATION DESCRIPTION
 GA2055
 GA2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2055'3.4 MI NW FROM WHITE PINE.
 GA2055'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2055'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2055'1.6 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION
 GA2055'OF A PAVED ROAD.  THE BENCH MARK IS ABOUT 450 FT. NORTHWEST
 GA2055'OF INTERSTATE 81, 70 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA2055'A WOVEN WIRE FENCE AROUND A NATURAL GAS PUMPING STATION, 21 FT.
 GA2055'WEST OF THE CENTER OF THE PAVED ROAD, 2.2 FT. WEST OF A FENCE
 GA2055'CORNER, AND 2 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2055'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 2 FT.
 GA2055'ABOVE THE LEVEL OF THE PAVED ROAD.
 GA2055
 GA2055                          STATION RECOVERY (1980)
 GA2055
 GA2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2055'IT IS 2.5 FEET WEST OF A POWERPOLE NO.74-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0164 ***********************************************************************
 GD0164  DESIGNATION -  B 24
 GD0164  PID         -  GD0164
 GD0164  STATE/COUNTY-  TN/HENRY
 GD0164  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0164
 GD0164                         *CURRENT SURVEY CONTROL
 GD0164  ___________________________________________________________________
 GD0164* NAD 83(1986)-  36 18 03.     (N)    088 14 55.     (W)     SCALED    
 GD0164* NAVD 88     -       115.051  (meters)     377.46   (feet)  ADJUSTED  
 GD0164  ___________________________________________________________________
 GD0164  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0164  DYNAMIC HT  -         114.956 (meters)     377.15  (feet)  COMP
 GD0164  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GD0164
 GD0164  VERT ORDER  -  SECOND    CLASS 0
 GD0164
 GD0164.The horizontal coordinates were scaled from a topographic map and have
 GD0164.an estimated accuracy of +/- 6 seconds.
 GD0164
 GD0164.The orthometric height was determined by differential leveling
 GD0164.and adjusted by the National Geodetic Survey in June 1991..
 GD0164
 GD0164.The geoid height was determined by GEOID03.
 GD0164
 GD0164.The dynamic height is computed by dividing the NAVD 88
 GD0164.geopotential number by the normal gravity value computed on the
 GD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0164.degrees latitude (g = 980.6199 gals.).
 GD0164
 GD0164.The modeled gravity was interpolated from observed gravity values.
 GD0164
 GD0164;                    North         East    Units  Estimated Accuracy
 GD0164;SPC TN       -   220,620.      398,050.      MT  (+/- 180 meters Scaled)
 GD0164
 GD0164                          SUPERSEDED SURVEY CONTROL
 GD0164
 GD0164  NGVD 29 (??/??/??)  115.096  (m)          377.61   (f) ADJUSTED    2 0
 GD0164
 GD0164.Superseded values are not recommended for survey control.
 GD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0164.See file dsdata.txt to determine how the superseded data were derived.
 GD0164
 GD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF878180(NAD 83)
 GD0164_MARKER: DB = BENCH MARK DISK
 GD0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0164_STAMPING: 377.844 B 24 1934
 GD0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0164+STABILITY: SURFACE MOTION
 GD0164
 GD0164  HISTORY     - Date     Condition        Report By
 GD0164  HISTORY     - 1934     MONUMENTED       CGS
 GD0164  HISTORY     - 1952     GOOD             CGS
 GD0164  HISTORY     - 1971     GOOD             NGS
 GD0164
 GD0164                          STATION DESCRIPTION
 GD0164
 GD0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0164'5 MI E FROM PARIS.
 GD0164'5.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GD0164'THE STATION AT PARIS, HENRY COUNTY, 1/2 MILE WEST OF PORTERS
 GD0164'SIDING, 150 YARDS EAST OF MILEPOST 242, AT A FARM-ROAD CROSSING,
 GD0164'30 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND 8 YARDS SOUTH
 GD0164'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GD0164'377.844 B 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0164
 GD0164                          STATION RECOVERY (1971)
 GD0164
 GD0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2064 ***********************************************************************
 GA2064  DESIGNATION -  B 240
 GA2064  PID         -  GA2064
 GA2064  STATE/COUNTY-  TN/HAMBLEN
 GA2064  USGS QUAD   -  SPRINGVALE (1980)
 GA2064
 GA2064                         *CURRENT SURVEY CONTROL
 GA2064  ___________________________________________________________________
 GA2064* NAD 83(1986)-  36 09 17.     (N)    083 14 00.     (W)     SCALED    
 GA2064* NAVD 88     -       348.748  (meters)    1144.18   (feet)  ADJUSTED  
 GA2064  ___________________________________________________________________
 GA2064  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA2064  DYNAMIC HT  -         348.423 (meters)    1143.12  (feet)  COMP
 GA2064  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GA2064
 GA2064  VERT ORDER  -  SECOND    CLASS 0
 GA2064
 GA2064.The horizontal coordinates were scaled from a topographic map and have
 GA2064.an estimated accuracy of +/- 6 seconds.
 GA2064
 GA2064.The orthometric height was determined by differential leveling
 GA2064.and adjusted by the National Geodetic Survey in June 1991..
 GA2064
 GA2064.The geoid height was determined by GEOID03.
 GA2064
 GA2064.The dynamic height is computed by dividing the NAVD 88
 GA2064.geopotential number by the normal gravity value computed on the
 GA2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2064.degrees latitude (g = 980.6199 gals.).
 GA2064
 GA2064.The modeled gravity was interpolated from observed gravity values.
 GA2064
 GA2064;                    North         East    Units  Estimated Accuracy
 GA2064;SPC TN       -   205,600.      848,920.      MT  (+/- 180 meters Scaled)
 GA2064
 GA2064                          SUPERSEDED SURVEY CONTROL
 GA2064
 GA2064  NGVD 29 (??/??/92)  348.883  (m)         1144.63   (f) ADJ UNCH    2 0
 GA2064
 GA2064.Superseded values are not recommended for survey control.
 GA2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2064.See file dsdata.txt to determine how the superseded data were derived.
 GA2064
 GA2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA990034(NAD 83)
 GA2064_MARKER: DB = BENCH MARK DISK
 GA2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2064_STAMPING: B 240 1961
 GA2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2064+STABILITY: SURFACE MOTION
 GA2064
 GA2064  HISTORY     - Date     Condition        Report By
 GA2064  HISTORY     - 1961     MONUMENTED       CGS
 GA2064  HISTORY     - 1980     GOOD             NGS
 GA2064
 GA2064                          STATION DESCRIPTION
 GA2064
 GA2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2064'5 MI NE FROM WHITE PINE.
 GA2064'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2064'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2064'0.5 MILE EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILES SOUTHEAST
 GA2064'ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 2.4 MILES NORTHEAST
 GA2064'ON THE GRAVELED ROAD TO A T JUNCTION OF A ROAD LEADING SOUTH.  THE
 GA2064'BENCH MARK IS 51 FT. NORTHWEST OF THE CENTER OF THE T JUNCTION,
 GA2064'85 FT. NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 18 FT. NORTH
 GA2064'OF THE CENTER OF THE GRAVELED ROAD, AND 1 FT. SOUTH OF A WITNESS
 GA2064'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 1
 GA2064'INCH AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 GA2064
 GA2064                          STATION RECOVERY (1980)
 GA2064
 GA2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2064'MARK IS 34 FEET EAST OF A 20" OAK TREE AND HAS 2 IRON PINS DRIVEN
 GA2064'IRON PINS DRIVEN ON EACH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1054 ***********************************************************************
 GA1054  DESIGNATION -  B 241
 GA1054  PID         -  GA1054
 GA1054  STATE/COUNTY-  TN/GREENE
 GA1054  USGS QUAD   -  BAILEYTON (1971)
 GA1054
 GA1054                         *CURRENT SURVEY CONTROL
 GA1054  ___________________________________________________________________
 GA1054* NAD 83(1986)-  36 20 34.     (N)    082 47 49.     (W)     SCALED    
 GA1054* NAVD 88     -       372.933  (meters)    1223.53   (feet)  ADJUSTED  
 GA1054  ___________________________________________________________________
 GA1054  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1054  DYNAMIC HT  -         372.587 (meters)    1222.40  (feet)  COMP
 GA1054  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 GA1054
 GA1054  VERT ORDER  -  SECOND    CLASS 0
 GA1054
 GA1054.The horizontal coordinates were scaled from a topographic map and have
 GA1054.an estimated accuracy of +/- 6 seconds.
 GA1054
 GA1054.The orthometric height was determined by differential leveling
 GA1054.and adjusted by the National Geodetic Survey in June 1991..
 GA1054
 GA1054.The geoid height was determined by GEOID03.
 GA1054
 GA1054.The dynamic height is computed by dividing the NAVD 88
 GA1054.geopotential number by the normal gravity value computed on the
 GA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1054.degrees latitude (g = 980.6199 gals.).
 GA1054
 GA1054.The modeled gravity was interpolated from observed gravity values.
 GA1054
 GA1054;                    North         East    Units  Estimated Accuracy
 GA1054;SPC TN       -   227,660.      887,490.      MT  (+/- 180 meters Scaled)
 GA1054
 GA1054                          SUPERSEDED SURVEY CONTROL
 GA1054
 GA1054  NGVD 29 (??/??/92)  373.070  (m)         1223.98   (f) ADJ UNCH    2 0
 GA1054
 GA1054.Superseded values are not recommended for survey control.
 GA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1054.See file dsdata.txt to determine how the superseded data were derived.
 GA1054
 GA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA387234(NAD 83)
 GA1054_MARKER: DB = BENCH MARK DISK
 GA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1054_STAMPING: B 241 1961
 GA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1054+STABILITY: SURFACE MOTION
 GA1054
 GA1054  HISTORY     - Date     Condition        Report By
 GA1054  HISTORY     - 1961     MONUMENTED       CGS
 GA1054  HISTORY     - 1972     GOOD             NGS
 GA1054  HISTORY     - 1980     GOOD             NGS
 GA1054
 GA1054                          STATION DESCRIPTION
 GA1054
 GA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1054'2.4 MI E FROM BAILEYTON.
 GA1054'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 2.6 MILES EAST ON
 GA1054'ROMEO TO A T JUNCTION ON THE RIGHT.  THE BENCH MARK IS ABOUT 450
 GA1054'FT. NORTH OF PROPOSED INTERSTATE HIGHWAY 81, AT THE T JUNCTION,
 GA1054'68 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 28 FT. SOUTH OF
 GA1054'THE CENTER OF ROMEO ROAD, AND 1.6 FT. WEST OF A WITNESS SIGN.  THE
 GA1054'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS
 GA1054'ABOUT 2 FT. BELOW THE LEVEL OF ROMEO ROAD.
 GA1054
 GA1054                          STATION RECOVERY (1972)
 GA1054
 GA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1054'RECOVERED IN GOOD CONDITION.
 GA1054
 GA1054                          STATION RECOVERY (1980)
 GA1054
 GA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1054'IT IS 30 FEET EAST OF A POWER POLE TRANSFORMER POLE, HAS 2 IRON PINS
 GA1054'DRIVEN BESIDE IT AND IS 1 FOOT EAST OF AMETAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0329 ***********************************************************************
 GA0329  DESIGNATION -  B 242
 GA0329  PID         -  GA0329
 GA0329  STATE/COUNTY-  TN/SULLIVAN
 GA0329  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0329
 GA0329                         *CURRENT SURVEY CONTROL
 GA0329  ___________________________________________________________________
 GA0329* NAD 83(1986)-  36 31 48.     (N)    082 23 22.     (W)     SCALED    
 GA0329* NAVD 88     -       516.181  (meters)    1693.50   (feet)  ADJUSTED  
 GA0329  ___________________________________________________________________
 GA0329  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0329  DYNAMIC HT  -         515.706 (meters)    1691.95  (feet)  COMP
 GA0329  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA0329
 GA0329  VERT ORDER  -  SECOND    CLASS 0
 GA0329
 GA0329.The horizontal coordinates were scaled from a topographic map and have
 GA0329.an estimated accuracy of +/- 6 seconds.
 GA0329
 GA0329.The orthometric height was determined by differential leveling
 GA0329.and adjusted by the National Geodetic Survey in June 1991..
 GA0329
 GA0329.The geoid height was determined by GEOID03.
 GA0329
 GA0329.The dynamic height is computed by dividing the NAVD 88
 GA0329.geopotential number by the normal gravity value computed on the
 GA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0329.degrees latitude (g = 980.6199 gals.).
 GA0329
 GA0329.The modeled gravity was interpolated from observed gravity values.
 GA0329
 GA0329;                    North         East    Units  Estimated Accuracy
 GA0329;SPC TN       -   249,690.      923,280.      MT  (+/- 180 meters Scaled)
 GA0329
 GA0329                          SUPERSEDED SURVEY CONTROL
 GA0329
 GA0329  NGVD 29 (??/??/92)  516.319  (m)         1693.96   (f) ADJ UNCH    2 0
 GA0329
 GA0329.Superseded values are not recommended for survey control.
 GA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0329.See file dsdata.txt to determine how the superseded data were derived.
 GA0329
 GA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA756436(NAD 83)
 GA0329_MARKER: DB = BENCH MARK DISK
 GA0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0329_SP_SET: BUILDING
 GA0329_STAMPING: B 242 1961
 GA0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0329
 GA0329  HISTORY     - Date     Condition        Report By
 GA0329  HISTORY     - 1961     MONUMENTED       CGS
 GA0329
 GA0329                          STATION DESCRIPTION
 GA0329
 GA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0329'4.1 MI W FROM BLOUNTVILLE.
 GA0329'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0329'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST, TURN
 GA0329'LEFT, WEST, AND GO 0.3 MILE TO A BRICK SCHOOL ON THE LEFT.  THE
 GA0329'BENCH MARK DISK IS CEMENTED VERTICALLY IN A DRILL HOLE IN THE
 GA0329'NORTH FACE OF THE SCHOOL, 2 FT. WEST OF THE WEST EDGE OF THE
 GA0329'BUILDING AND 2.9 FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0619 ***********************************************************************
 FC0619  DESIGNATION -  B 243
 FC0619  PID         -  FC0619
 FC0619  STATE/COUNTY-  TN/BRADLEY
 FC0619  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0619
 FC0619                         *CURRENT SURVEY CONTROL
 FC0619  ___________________________________________________________________
 FC0619* NAD 83(1986)-  35 09 50.     (N)    084 55 40.     (W)     SCALED    
 FC0619* NAVD 88     -       234.393  (meters)     769.00   (feet)  ADJUSTED  
 FC0619  ___________________________________________________________________
 FC0619  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0619  DYNAMIC HT  -         234.161 (meters)     768.24  (feet)  COMP
 FC0619  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 FC0619
 FC0619  VERT ORDER  -  SECOND    CLASS 0
 FC0619
 FC0619.The horizontal coordinates were scaled from a topographic map and have
 FC0619.an estimated accuracy of +/- 6 seconds.
 FC0619
 FC0619.The orthometric height was determined by differential leveling
 FC0619.and adjusted by the National Geodetic Survey in June 1991..
 FC0619
 FC0619.The geoid height was determined by GEOID03.
 FC0619
 FC0619.The dynamic height is computed by dividing the NAVD 88
 FC0619.geopotential number by the normal gravity value computed on the
 FC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0619.degrees latitude (g = 980.6199 gals.).
 FC0619
 FC0619.The modeled gravity was interpolated from observed gravity values.
 FC0619
 FC0619;                    North         East    Units  Estimated Accuracy
 FC0619;SPC TN       -    92,690.      697,690.      MT  (+/- 180 meters Scaled)
 FC0619
 FC0619                          SUPERSEDED SURVEY CONTROL
 FC0619
 FC0619  NGVD 29 (??/??/92)  234.412  (m)          769.07   (f) ADJ UNCH    2 0
 FC0619
 FC0619.Superseded values are not recommended for survey control.
 FC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0619.See file dsdata.txt to determine how the superseded data were derived.
 FC0619
 FC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD887931(NAD 83)
 FC0619_MARKER: DB = BENCH MARK DISK
 FC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0619_STAMPING: B 243 1961
 FC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0619+STABILITY: SURFACE MOTION
 FC0619
 FC0619  HISTORY     - Date     Condition        Report By
 FC0619  HISTORY     - 1961     MONUMENTED       CGS
 FC0619  HISTORY     - 1967     GOOD             NGS
 FC0619
 FC0619                          STATION DESCRIPTION
 FC0619
 FC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0619'4 MI W FROM CLEVELAND.
 FC0619'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON
 FC0619'STATE HIGHWAY 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION
 FC0619'OF GEORGETOWN PIKE AND HARRISON PIKE.  HERE CONTINUE WEST ON
 FC0619'HARRISON PIKE FOR 2.25 MILE TO THE PROSPECT STORE ON THE WEST
 FC0619'SIDE OF INTERSTATE ROUTE 75, HERE TURN LEFT AND GO SOUTHERLY ON
 FC0619'AN OILED ROAD FOR 1.15 MILES TO AN OILED CROSSROAD, HERE TURN LEFT
 FC0619'PASSING UNDER THE INTERSTATE HIGHWAY AND GO EAST FOR 0.2 MILE TO
 FC0619'THE MARK ON THE LEFT.  IT IS 21 FEET EAST OF A POWERLINE POLE, 21
 FC0619'FEET NORTH OF THE APPROXIMATE CENTER OF AN OILED ROAD, 3.5 FEET
 FC0619'EAST OF THE EAST END OF A GATE, 2.0 FEET WEST OF A WITNESS SIGN
 FC0619'AND 0.8 OF A FOOT SOUTH OF A FENCE.  IT IS A STANDARD BENCH MARK
 FC0619'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FC0619'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED B 243 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0547 ***********************************************************************
 FC0547  DESIGNATION -  B 244
 FC0547  PID         -  FC0547
 FC0547  STATE/COUNTY-  TN/MCMINN
 FC0547  USGS QUAD   -  RICEVILLE (1990)
 FC0547
 FC0547                         *CURRENT SURVEY CONTROL
 FC0547  ___________________________________________________________________
 FC0547* NAD 83(1986)-  35 25 03.     (N)    084 41 51.     (W)     SCALED    
 FC0547* NAVD 88     -       241.677  (meters)     792.90   (feet)  ADJUSTED  
 FC0547  ___________________________________________________________________
 FC0547  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0547  DYNAMIC HT  -         241.441 (meters)     792.13  (feet)  COMP
 FC0547  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0547
 FC0547  VERT ORDER  -  SECOND    CLASS 0
 FC0547
 FC0547.The horizontal coordinates were scaled from a topographic map and have
 FC0547.an estimated accuracy of +/- 6 seconds.
 FC0547
 FC0547.The orthometric height was determined by differential leveling
 FC0547.and adjusted by the National Geodetic Survey in June 1991..
 FC0547
 FC0547.The geoid height was determined by GEOID03.
 FC0547
 FC0547.The dynamic height is computed by dividing the NAVD 88
 FC0547.geopotential number by the normal gravity value computed on the
 FC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0547.degrees latitude (g = 980.6199 gals.).
 FC0547
 FC0547.The modeled gravity was interpolated from observed gravity values.
 FC0547
 FC0547;                    North         East    Units  Estimated Accuracy
 FC0547;SPC TN       -   121,080.      718,290.      MT  (+/- 180 meters Scaled)
 FC0547
 FC0547                          SUPERSEDED SURVEY CONTROL
 FC0547
 FC0547  NGVD 29 (??/??/92)  241.740  (m)          793.11   (f) ADJ UNCH    2 0
 FC0547
 FC0547.Superseded values are not recommended for survey control.
 FC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0547.See file dsdata.txt to determine how the superseded data were derived.
 FC0547
 FC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE090217(NAD 83)
 FC0547_MARKER: DB = BENCH MARK DISK
 FC0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0547_STAMPING: B 244 1961
 FC0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0547+STABILITY: SURFACE MOTION
 FC0547
 FC0547  HISTORY     - Date     Condition        Report By
 FC0547  HISTORY     - 1961     MONUMENTED       CGS
 FC0547
 FC0547                          STATION DESCRIPTION
 FC0547
 FC0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0547'6.8 MI N FROM RICEVILLE.
 FC0547'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD,
 FC0547'CROSSING THE RAILROAD TRACKS, FOR 0.1 MILE TO THE JUNCTION OF
 FC0547'U.S. HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 AND GO 3.65
 FC0547'MILES TO A CROSSROAD, TURN LEFT ON A GRAVELED ROAD FOR 0.5 MILE
 FC0547'TO A FORK, TAKE RIGHT FORK FOR 0.7 MILE TO A FORK, TAKE RIGHT
 FC0547'FORK FOR 0.5 MILE TO INTERSTATE HIGHWAY 75, TURN LEFT AND GO
 FC0547'1.3 MILES ON THE INTERSTATE TO A CROSSROAD AND THE MARK ON THE
 FC0547'RIGHT.  ABOUT 400 FEET NORTHWEST OF INTERSTATE HIGHWAY, 55 FEET
 FC0547'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 25 FEET SOUTHWEST
 FC0547'OF CENTER LINE OF GRAVELED ROAD, 15 FEET SOUTHWEST OF FENCE
 FC0547'CORNER, 3.0 FEET SOUTHWEST OF WITNESS SIGN, ONE FOOT SOUTHEAST
 FC0547'OF FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST,
 FC0547'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1452 ***********************************************************************
 FC1452  DESIGNATION -  B 246
 FC1452  PID         -  FC1452
 FC1452  STATE/COUNTY-  TN/MARION
 FC1452  USGS QUAD   -  SEQUATCHIE (1982)
 FC1452
 FC1452                         *CURRENT SURVEY CONTROL
 FC1452  ___________________________________________________________________
 FC1452* NAD 83(1986)-  35 03 31.     (N)    085 35 54.     (W)     SCALED    
 FC1452* NAVD 88     -       188.179  (meters)     617.38   (feet)  ADJUSTED  
 FC1452  ___________________________________________________________________
 FC1452  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1452  DYNAMIC HT  -         187.997 (meters)     616.79  (feet)  COMP
 FC1452  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 FC1452
 FC1452  VERT ORDER  -  SECOND    CLASS 0
 FC1452
 FC1452.The horizontal coordinates were scaled from a topographic map and have
 FC1452.an estimated accuracy of +/- 6 seconds.
 FC1452
 FC1452.The orthometric height was determined by differential leveling
 FC1452.and adjusted by the National Geodetic Survey in June 1991..
 FC1452
 FC1452.The geoid height was determined by GEOID03.
 FC1452
 FC1452.The dynamic height is computed by dividing the NAVD 88
 FC1452.geopotential number by the normal gravity value computed on the
 FC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1452.degrees latitude (g = 980.6199 gals.).
 FC1452
 FC1452.The modeled gravity was interpolated from observed gravity values.
 FC1452
 FC1452;                    North         East    Units  Estimated Accuracy
 FC1452;SPC TN       -    80,550.      636,640.      MT  (+/- 180 meters Scaled)
 FC1452
 FC1452                          SUPERSEDED SURVEY CONTROL
 FC1452
 FC1452  NGVD 29 (??/??/92)  188.188  (m)          617.41   (f) ADJ UNCH    2 0
 FC1452
 FC1452.Superseded values are not recommended for survey control.
 FC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1452.See file dsdata.txt to determine how the superseded data were derived.
 FC1452
 FC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD278804(NAD 83)
 FC1452_MARKER: DB = BENCH MARK DISK
 FC1452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1452_SP_SET: CULVERT
 FC1452_STAMPING: B 246 1962
 FC1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1452
 FC1452  HISTORY     - Date     Condition        Report By
 FC1452  HISTORY     - 1962     MONUMENTED       CGS
 FC1452
 FC1452                          STATION DESCRIPTION
 FC1452
 FC1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1452'1.9 MI SE FROM JASPER.
 FC1452'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST ON
 FC1452'U.S. HIGHWAYS 41-64-72 FOR 1.9 MILES TO A CROSSROAD AND PLESANT
 FC1452'GROVE CHURCH AND THE MARK SET IN THE SOUTHEAST CORNER OF THE EAST
 FC1452'HEADWALL OF A 20 FOOT BOX CULVERT UNDER A ROAD LEADING SOUTH,
 FC1452'190 FEET SOUTH OF JUNCTION OF U.S. HIGHWAYS 41-64-72 AND BLACKTOP
 FC1452'ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SMALL HOUSE,
 FC1452'7.0 FEET EAST OF THE CENTER OF BLACKTOP ROAD, AND 1.0 FEET NORTH
 FC1452'OF THE SOUTH END OF THE HEADWALL.  A STANDARD DISK DRILLED IN A
 FC1452'CONCRETE BOX CULVERT ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3245 ***********************************************************************
 GA3245  DESIGNATION -  B 247 RESET
 GA3245  PID         -  GA3245
 GA3245  STATE/COUNTY-  TN/HAMBLEN
 GA3245  USGS QUAD   -  MORRISTOWN (1979)
 GA3245
 GA3245                         *CURRENT SURVEY CONTROL
 GA3245  ___________________________________________________________________
 GA3245* NAD 83(1986)-  36 11 10.     (N)    083 22 20.     (W)     SCALED    
 GA3245* NAVD 88     -       383.51   (meters)    1258.2    (feet)  RESET     
 GA3245  ___________________________________________________________________
 GA3245  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA3245
 GA3245  VERT ORDER  -  THIRD
 GA3245
 GA3245.The horizontal coordinates were scaled from a topographic map and have
 GA3245.an estimated accuracy of +/- 6 seconds.
 GA3245
 GA3245.The orthometric height was computed from unverified reset data.
 GA3245.No vertical observational check was made to the station.
 GA3245
 GA3245.The geoid height was determined by GEOID03.
 GA3245
 GA3245;                    North         East    Units  Estimated Accuracy
 GA3245;SPC TN       -   208,740.      836,340.      MT  (+/- 180 meters Scaled)
 GA3245
 GA3245                          SUPERSEDED SURVEY CONTROL
 GA3245
 GA3245  NGVD 29 (10/12/01)  383.64   (m)         1258.7    (f) RESET       3  
 GA3245
 GA3245.Superseded values are not recommended for survey control.
 GA3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3245.See file dsdata.txt to determine how the superseded data were derived.
 GA3245
 GA3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA866071(NAD 83)
 GA3245_MARKER: DB = BENCH MARK DISK
 GA3245_SETTING: 0 = UNSPECIFIED SETTING
 GA3245_STAMPING: B 247 RESET 1976
 GA3245_MARK LOGO: NGS   
 GA3245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3245
 GA3245  HISTORY     - Date     Condition        Report By
 GA3245  HISTORY     - 1976     MONUMENTED       NGS
 GA3245
 GA3245                          STATION DESCRIPTION
 GA3245
 GA3245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3245'4.7 MI WEST FROM MORRISTOWN.
 GA3245'4.7 MILES WEST ALONG U.S. HIGHWAY 11 EAST FROM THE MORRISTOWN CITY
 GA3245'HALL, A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS, 1 FOOT SOUTHEAST
 GA3245'OF A METAL STOP SIGN POST WITH A WITNESS SIGN ATTACHED, 2 FEET WEST
 GA3245'OF THE WEST CURBING OF DRIVEWAY TO NEW SUB-DIVISION, 7 FEETNORTHEAST
 GA3245'OF A POWER POLE, 55 FEET NORTHWEST OF THE CENTERLINE OF THEWESTBOUND
 GA3245'LANE OF THE HIGHWAY AND 20 FEET SOUTHWEST OF THE CENTERLINEOF THE
 GA3245'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2204 ***********************************************************************
 GA2204  DESIGNATION -  B 248
 GA2204  PID         -  GA2204
 GA2204  STATE/COUNTY-  TN/JEFFERSON
 GA2204  USGS QUAD   -  MASCOT (1987)
 GA2204
 GA2204                         *CURRENT SURVEY CONTROL
 GA2204  ___________________________________________________________________
 GA2204* NAD 83(1986)-  36 04 14.     (N)    083 39 21.     (W)     SCALED    
 GA2204* NAVD 88     -       290.551  (meters)     953.25   (feet)  ADJUSTED  
 GA2204  ___________________________________________________________________
 GA2204  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2204  DYNAMIC HT  -         290.285 (meters)     952.38  (feet)  COMP
 GA2204  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2204
 GA2204  VERT ORDER  -  FIRST     CLASS I
 GA2204
 GA2204.The horizontal coordinates were scaled from a topographic map and have
 GA2204.an estimated accuracy of +/- 6 seconds.
 GA2204
 GA2204.The orthometric height was determined by differential leveling
 GA2204.and adjusted by the National Geodetic Survey in June 1991..
 GA2204
 GA2204.The geoid height was determined by GEOID03.
 GA2204
 GA2204.The dynamic height is computed by dividing the NAVD 88
 GA2204.geopotential number by the normal gravity value computed on the
 GA2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2204.degrees latitude (g = 980.6199 gals.).
 GA2204
 GA2204.The modeled gravity was interpolated from observed gravity values.
 GA2204
 GA2204;                    North         East    Units  Estimated Accuracy
 GA2204;SPC TN       -   195,270.      811,140.      MT  (+/- 180 meters Scaled)
 GA2204
 GA2204                          SUPERSEDED SURVEY CONTROL
 GA2204
 GA2204  NGVD 29 (??/??/92)  290.680  (m)          953.67   (f) ADJ UNCH    1 1
 GA2204
 GA2204.Superseded values are not recommended for survey control.
 GA2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2204.See file dsdata.txt to determine how the superseded data were derived.
 GA2204
 GA2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV608950(NAD 83)
 GA2204_MARKER: DB = BENCH MARK DISK
 GA2204_SETTING: 66 = SET IN ROCK OUTCROP
 GA2204_SP_SET: BEDROCK
 GA2204_STAMPING: B 248 1967
 GA2204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2204+STABILITY: POSITION/ELEVATION WELL
 GA2204
 GA2204  HISTORY     - Date     Condition        Report By
 GA2204  HISTORY     - 1967     MONUMENTED       CGS
 GA2204
 GA2204                          STATION DESCRIPTION
 GA2204
 GA2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2204'1.8 MI E FROM STRAWBERRY PLAINS.
 GA2204'ABOUT 1.8 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2204'OFFICE AT STRAWBERRY PLAINS, ABOUT 0.15 MILE EAST OF THE JUNCTION
 GA2204'OF HODGES SWITCH ROAD, SET ON THE TOP OF A 2-FOOT SQUARE EXPOSED
 GA2204'PORTION OF A MASS OF BEDROCK, 19 FEET SOUTH OF THE CENTER LINE
 GA2204'OF THE ROAD, 34 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 GA2204'THE ROAD AND A PRIVATE DRIVEWAY LEADING TO A ONE STORY FRAME
 GA2204'HOUSE, 10.5 FEET NORTH OF A METAL WITNESS POST, AND ABOUT LEVEL
 GA2204'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1918 ***********************************************************************
 FB1918  DESIGNATION -  B 249
 FB1918  PID         -  FB1918
 FB1918  STATE/COUNTY-  TN/KNOX
 FB1918  USGS QUAD   -  KNOXVILLE (1978)
 FB1918
 FB1918                         *CURRENT SURVEY CONTROL
 FB1918  ___________________________________________________________________
 FB1918* NAD 83(1986)-  35 58 10.     (N)    083 55 34.     (W)     SCALED    
 FB1918* NAVD 88     -       269.921  (meters)     885.57   (feet)  ADJUSTED  
 FB1918  ___________________________________________________________________
 FB1918  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1918  DYNAMIC HT  -         269.672 (meters)     884.75  (feet)  COMP
 FB1918  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FB1918
 FB1918  VERT ORDER  -  FIRST     CLASS I
 FB1918
 FB1918.The horizontal coordinates were scaled from a topographic map and have
 FB1918.an estimated accuracy of +/- 6 seconds.
 FB1918
 FB1918.The orthometric height was determined by differential leveling
 FB1918.and adjusted by the National Geodetic Survey in June 1991..
 FB1918
 FB1918.The geoid height was determined by GEOID03.
 FB1918
 FB1918.The dynamic height is computed by dividing the NAVD 88
 FB1918.geopotential number by the normal gravity value computed on the
 FB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1918.degrees latitude (g = 980.6199 gals.).
 FB1918
 FB1918.The modeled gravity was interpolated from observed gravity values.
 FB1918
 FB1918;                    North         East    Units  Estimated Accuracy
 FB1918;SPC TN       -   183,510.      787,040.      MT  (+/- 180 meters Scaled)
 FB1918
 FB1918                          SUPERSEDED SURVEY CONTROL
 FB1918
 FB1918  NGVD 29 (??/??/92)  270.055  (m)          886.01   (f) ADJ UNCH    1 1
 FB1918
 FB1918.Superseded values are not recommended for survey control.
 FB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1918.See file dsdata.txt to determine how the superseded data were derived.
 FB1918
 FB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361845(NAD 83)
 FB1918_MARKER: DB = BENCH MARK DISK
 FB1918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1918_SP_SET: PIER
 FB1918_STAMPING: B 249 1967
 FB1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1918
 FB1918  HISTORY     - Date     Condition        Report By
 FB1918  HISTORY     - 1967     MONUMENTED       CGS
 FB1918  HISTORY     - 1968     GOOD             NGS
 FB1918  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1918
 FB1918                          STATION DESCRIPTION
 FB1918
 FB1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1918'AT KNOXVILLE.
 FB1918'AT KNOXVILLE, ABOUT 0.3 MILE NORTHWEST ALONG THE SOUTHERN
 FB1918'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHWEST OF THE NORTH
 FB1918'BROADWAY OVERPASS OVER THE TRACK, SET VERTICALLY IN THE EAST
 FB1918'CONCRETE FACE OF THE SOUTH END OF THE FIRST PIER WEST OF THE
 FB1918'TRACK FOR INTERSTATE HIGHWAY 40 OVERPASS OVER THE TRACK, 45
 FB1918'FEET WEST OF THE WEST RAIL OF THE NEAR TRACK, 2 FEET NORTH OF THE
 FB1918'SOUTH END OF THE PIER, 3 FEET ABOVE THE LEVEL OF THE GROUND AND
 FB1918'ABOUT LEVEL WITH THE TRACK.  NOTE-- IT WAS REPORTED BY THE TENNESSEE
 FB1918'HIGHWAY DEPARTMENT THAT THE PIER THE MARK IS SET IN WAS POURED
 FB1918'TO BEDROCK.
 FB1918
 FB1918                          STATION RECOVERY (1982)
 FB1918
 FB1918'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2208 ***********************************************************************
 FB2208  DESIGNATION -  B 249 RESET
 FB2208  PID         -  FB2208
 FB2208  STATE/COUNTY-  TN/KNOX
 FB2208  USGS QUAD   -  KNOXVILLE (1978)
 FB2208
 FB2208                         *CURRENT SURVEY CONTROL
 FB2208  ___________________________________________________________________
 FB2208* NAD 83(1986)-  35 58 12.     (N)    083 55 36.     (W)     SCALED    
 FB2208* NAVD 88     -       270.391  (meters)     887.11   (feet)  ADJUSTED  
 FB2208  ___________________________________________________________________
 FB2208  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2208  DYNAMIC HT  -         270.142 (meters)     886.29  (feet)  COMP
 FB2208  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2208
 FB2208  VERT ORDER  -  FIRST     CLASS II
 FB2208
 FB2208.The horizontal coordinates were scaled from a topographic map and have
 FB2208.an estimated accuracy of +/- 6 seconds.
 FB2208
 FB2208.The orthometric height was determined by differential leveling
 FB2208.and adjusted by the National Geodetic Survey in June 1991..
 FB2208
 FB2208.The geoid height was determined by GEOID03.
 FB2208
 FB2208.The dynamic height is computed by dividing the NAVD 88
 FB2208.geopotential number by the normal gravity value computed on the
 FB2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2208.degrees latitude (g = 980.6199 gals.).
 FB2208
 FB2208.The modeled gravity was interpolated from observed gravity values.
 FB2208
 FB2208;                    North         East    Units  Estimated Accuracy
 FB2208;SPC TN       -   183,570.      786,990.      MT  (+/- 180 meters Scaled)
 FB2208
 FB2208                          SUPERSEDED SURVEY CONTROL
 FB2208
 FB2208  NGVD 29 (12/12/91)  270.524  (m)          887.54   (f) ADJUSTED    1 2
 FB2208
 FB2208.Superseded values are not recommended for survey control.
 FB2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2208.See file dsdata.txt to determine how the superseded data were derived.
 FB2208
 FB2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360845(NAD 83)
 FB2208_MARKER: DB = BENCH MARK DISK
 FB2208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2208_SP_SET: PIER OVERPASS
 FB2208_STAMPING: B 249 RESET 1980
 FB2208_MARK LOGO: NGS   
 FB2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2208+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB2208
 FB2208  HISTORY     - Date     Condition        Report By
 FB2208  HISTORY     - 1980     MONUMENTED       NGS
 FB2208  HISTORY     - 1983     GOOD             NGS
 FB2208  HISTORY     - 20010322 GOOD             USPSQD
 FB2208  HISTORY     - 20060112 GOOD             USPSQD
 FB2208
 FB2208                          STATION DESCRIPTION
 FB2208
 FB2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FB2208'IN KNOXVILLE.
 FB2208'0.3 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB2208'STATION IN KNOXVILLE, SET VERTICALLY IN THE EAST FACE OF THE
 FB2208'NORTH ONE OF THREE PIERS AT THE JUNCTION OF THE EASTBOUND
 FB2208'RAMP TO INTERSTATE 40 EAST OFF OF INTERSTATE 75 SOUTH, ABOUT
 FB2208'4 FEET ABOVE LEVEL OF GRADE, AND 49.0 FEET WEST OF THE
 FB2208'WEST RAIL OF THE RAILROAD TRACK.
 FB2208
 FB2208                          STATION RECOVERY (1983)
 FB2208
 FB2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2208'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE,
 FB2208'0.35 KM (0.25 MI) SOUTHWEST ALONG WEST DEPOT STREET FROM THE SOUTHERN
 FB2208'RAILROAD STATION (NOW ABANDONED) TO THE JUNCTION OF COOPER STREET,
 FB2208'THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG COOPER STREET TO THE END AND
 FB2208'THE MARK ON THE RIGHT, SET VERTICALLY IN THE THIRD PIER SOUTH OF THE
 FB2208'MOST NORTHERLY PIER OF THE INTERSTATE OVERPASS OVER THE SOUTHERN
 FB2208'RAILROAD, 14.63 METERS (48.0 FT) WEST OF THE WEST RAIL.
 FB2208'THE MARK IS 1.22 M ABOVE GROUND.
 FB2208
 FB2208                          STATION RECOVERY (2001)
 FB2208
 FB2208'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2208'RECOVERED IN GOOD CONDITION.
 FB2208
 FB2208                          STATION RECOVERY (2006)
 FB2208
 FB2208'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1671 ***********************************************************************
 GC1671  DESIGNATION -  B 25
 GC1671  PID         -  GC1671
 GC1671  STATE/COUNTY-  TN/MONTGOMERY
 GC1671  USGS QUAD   -  NEEDMORE (1983)
 GC1671
 GC1671                         *CURRENT SURVEY CONTROL
 GC1671  ___________________________________________________________________
 GC1671* NAD 83(1986)-  36 24 55.     (N)    087 35 27.     (W)     SCALED    
 GC1671* NAVD 88     -       117.779  (meters)     386.41   (feet)  ADJUSTED  
 GC1671  ___________________________________________________________________
 GC1671  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1671  DYNAMIC HT  -         117.681 (meters)     386.09  (feet)  COMP
 GC1671  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GC1671
 GC1671  VERT ORDER  -  SECOND    CLASS 0
 GC1671
 GC1671.The horizontal coordinates were scaled from a topographic map and have
 GC1671.an estimated accuracy of +/- 6 seconds.
 GC1671
 GC1671.The orthometric height was determined by differential leveling
 GC1671.and adjusted by the National Geodetic Survey in June 1991..
 GC1671
 GC1671.The geoid height was determined by GEOID03.
 GC1671
 GC1671.The dynamic height is computed by dividing the NAVD 88
 GC1671.geopotential number by the normal gravity value computed on the
 GC1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1671.degrees latitude (g = 980.6199 gals.).
 GC1671
 GC1671.The modeled gravity was interpolated from observed gravity values.
 GC1671
 GC1671;                    North         East    Units  Estimated Accuracy
 GC1671;SPC TN       -   232,150.      457,330.      MT  (+/- 180 meters Scaled)
 GC1671
 GC1671                          SUPERSEDED SURVEY CONTROL
 GC1671
 GC1671  NGVD 29 (??/??/92)  117.832  (m)          386.59   (f) ADJ UNCH    2 0
 GC1671
 GC1671.Superseded values are not recommended for survey control.
 GC1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1671.See file dsdata.txt to determine how the superseded data were derived.
 GC1671
 GC1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF470301(NAD 83)
 GC1671_MARKER: DB = BENCH MARK DISK
 GC1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1671_STAMPING: 386.833 B 25 1934
 GC1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1671+STABILITY: SURFACE MOTION
 GC1671
 GC1671  HISTORY     - Date     Condition        Report By
 GC1671  HISTORY     - 1934     MONUMENTED       CGS
 GC1671
 GC1671                          STATION DESCRIPTION
 GC1671
 GC1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1671'AT SAILORS REST.
 GC1671'AT SAILORS REST, MONTGOMERY COUNTY, ON THE LOUISVILLE AND
 GC1671'NASHVILLE RAILROAD 35 YARDS EAST OF THE STATION, 0.2 MILE EAST
 GC1671'OF MILEPOST 196, 35 YARDS WEST OF A ROAD CROSSING, 7 YARDS NORTH
 GC1671'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE.  A STANDARD DISK,
 GC1671'STAMPED 386.833 B 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0849 ***********************************************************************
 GB0849  DESIGNATION -  B 250
 GB0849  PID         -  GB0849
 GB0849  STATE/COUNTY-  TN/MORGAN
 GB0849  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0849
 GB0849                         *CURRENT SURVEY CONTROL
 GB0849  ___________________________________________________________________
 GB0849* NAD 83(1986)-  36 02 28.     (N)    084 35 32.     (W)     SCALED    
 GB0849* NAVD 88     -       255.032  (meters)     836.72   (feet)  ADJUSTED  
 GB0849  ___________________________________________________________________
 GB0849  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB0849  DYNAMIC HT  -         254.801 (meters)     835.96  (feet)  COMP
 GB0849  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 GB0849
 GB0849  VERT ORDER  -  FIRST     CLASS I
 GB0849
 GB0849.The horizontal coordinates were scaled from a topographic map and have
 GB0849.an estimated accuracy of +/- 6 seconds.
 GB0849
 GB0849.The orthometric height was determined by differential leveling
 GB0849.and adjusted by the National Geodetic Survey in June 1991..
 GB0849
 GB0849.The geoid height was determined by GEOID03.
 GB0849
 GB0849.The dynamic height is computed by dividing the NAVD 88
 GB0849.geopotential number by the normal gravity value computed on the
 GB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0849.degrees latitude (g = 980.6199 gals.).
 GB0849
 GB0849.The modeled gravity was interpolated from observed gravity values.
 GB0849
 GB0849;                    North         East    Units  Estimated Accuracy
 GB0849;SPC TN       -   190,390.      726,850.      MT  (+/- 180 meters Scaled)
 GB0849
 GB0849                          SUPERSEDED SURVEY CONTROL
 GB0849
 GB0849  NGVD 29 (??/??/92)  255.146  (m)          837.09   (f) ADJ UNCH    1 1
 GB0849
 GB0849.Superseded values are not recommended for survey control.
 GB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0849.See file dsdata.txt to determine how the superseded data were derived.
 GB0849
 GB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE169911(NAD 83)
 GB0849_MARKER: DB = BENCH MARK DISK
 GB0849_SETTING: 66 = SET IN ROCK OUTCROP
 GB0849_SP_SET: ROCK CUT
 GB0849_STAMPING: B 250 1968
 GB0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0849+STABILITY: POSITION/ELEVATION WELL
 GB0849
 GB0849  HISTORY     - Date     Condition        Report By
 GB0849  HISTORY     - 1968     MONUMENTED       CGS
 GB0849
 GB0849                          STATION DESCRIPTION
 GB0849
 GB0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0849'4.4 MI NW FROM OAKDALE.
 GB0849'ABOUT 4.4 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0849'STATION AT OAKDALE, 151 YARDS NORTHWEST OF MILEPOST 250, SET IN
 GB0849'THE TOP OF A 14-INCH LEDGE ON THE NORTHEAST ROCK WALL OF A CUT FOR
 GB0849'THE RAILROAD, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GB0849'NORTHEAST TRACK, 3 1/2 FEET NORTHWEST OF A 6-INCH TRIANGLE WHICH
 GB0849'IS INSCRIBED IN THE SOUTHWEST FACE OF THE WALL, 80 YARDS NORTHWEST
 GB0849'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX
 GB0849'CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GB0849'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0015 ***********************************************************************
 GB0015  DESIGNATION -  B 251
 GB0015  PID         -  GB0015
 GB0015  STATE/COUNTY-  TN/SCOTT
 GB0015  USGS QUAD   -  WINFIELD (1982)
 GB0015
 GB0015                         *CURRENT SURVEY CONTROL
 GB0015  ___________________________________________________________________
 GB0015* NAD 83(1986)-  36 35 04.     (N)    084 26 29.     (W)     SCALED    
 GB0015* NAVD 88     -       412.354  (meters)    1352.86   (feet)  ADJUSTED  
 GB0015  ___________________________________________________________________
 GB0015  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0015  DYNAMIC HT  -         412.010 (meters)    1351.74  (feet)  COMP
 GB0015  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GB0015
 GB0015  VERT ORDER  -  FIRST     CLASS I
 GB0015
 GB0015.The horizontal coordinates were scaled from a topographic map and have
 GB0015.an estimated accuracy of +/- 6 seconds.
 GB0015
 GB0015.The orthometric height was determined by differential leveling
 GB0015.and adjusted by the National Geodetic Survey in June 1991..
 GB0015
 GB0015.The geoid height was determined by GEOID03.
 GB0015
 GB0015.The dynamic height is computed by dividing the NAVD 88
 GB0015.geopotential number by the normal gravity value computed on the
 GB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0015.degrees latitude (g = 980.6199 gals.).
 GB0015
 GB0015.The modeled gravity was interpolated from observed gravity values.
 GB0015
 GB0015;                    North         East    Units  Estimated Accuracy
 GB0015;SPC TN       -   250,880.      739,490.      MT  (+/- 180 meters Scaled)
 GB0015
 GB0015                          SUPERSEDED SURVEY CONTROL
 GB0015
 GB0015  NGVD 29 (??/??/92)  412.485  (m)         1353.29   (f) ADJ UNCH    1 1
 GB0015
 GB0015.Superseded values are not recommended for survey control.
 GB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0015.See file dsdata.txt to determine how the superseded data were derived.
 GB0015
 GB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF289518(NAD 83)
 GB0015_MARKER: DB = BENCH MARK DISK
 GB0015_SETTING: 66 = SET IN ROCK OUTCROP
 GB0015_SP_SET: ROCK CUT
 GB0015_STAMPING: B 251 1968
 GB0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0015+STABILITY: POSITION/ELEVATION WELL
 GB0015
 GB0015  HISTORY     - Date     Condition        Report By
 GB0015  HISTORY     - 1968     MONUMENTED       CGS
 GB0015
 GB0015                          STATION DESCRIPTION
 GB0015
 GB0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0015'2 MI N FROM WINFIELD.
 GB0015'ABOUT 2.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0015'OFFICE AT WINFIELD, 0.1 MILE NORTH OF A CROSSING OF THE RAILROAD
 GB0015'AND A PRIVATE ROAD, SET IN THE TOP OF A LEDGE ON THE EAST
 GB0015'ROCK WALL OF A CUT FOR THE RAILROAD, 22 1/2 FEET EAST OF THE
 GB0015'EAST RAIL, 1.2 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 GB0015'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0458 ***********************************************************************
 FC0458  DESIGNATION -  B 256
 FC0458  PID         -  FC0458
 FC0458  STATE/COUNTY-  TN/BRADLEY
 FC0458  USGS QUAD   -  MC DONALD (1976)
 FC0458
 FC0458                         *CURRENT SURVEY CONTROL
 FC0458  ___________________________________________________________________
 FC0458* NAD 83(1986)-  35 07 24.     (N)    084 53 20.     (W)     SCALED    
 FC0458* NAVD 88     -       273.993  (meters)     898.93   (feet)  ADJUSTED  
 FC0458  ___________________________________________________________________
 FC0458  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0458  DYNAMIC HT  -         273.721 (meters)     898.03  (feet)  COMP
 FC0458  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FC0458
 FC0458  VERT ORDER  -  FIRST     CLASS I
 FC0458
 FC0458.The horizontal coordinates were scaled from a topographic map and have
 FC0458.an estimated accuracy of +/- 6 seconds.
 FC0458
 FC0458.The orthometric height was determined by differential leveling
 FC0458.and adjusted by the National Geodetic Survey in June 1991..
 FC0458
 FC0458.The geoid height was determined by GEOID03.
 FC0458
 FC0458.The dynamic height is computed by dividing the NAVD 88
 FC0458.geopotential number by the normal gravity value computed on the
 FC0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0458.degrees latitude (g = 980.6199 gals.).
 FC0458
 FC0458.The modeled gravity was interpolated from observed gravity values.
 FC0458
 FC0458;                    North         East    Units  Estimated Accuracy
 FC0458;SPC TN       -    88,230.      701,280.      MT  (+/- 180 meters Scaled)
 FC0458
 FC0458                          SUPERSEDED SURVEY CONTROL
 FC0458
 FC0458  NGVD 29 (??/??/92)  273.996  (m)          898.94   (f) ADJ UNCH    1 1
 FC0458
 FC0458.Superseded values are not recommended for survey control.
 FC0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0458.See file dsdata.txt to determine how the superseded data were derived.
 FC0458
 FC0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923887(NAD 83)
 FC0458_MARKER: DB = BENCH MARK DISK
 FC0458_SETTING: 66 = SET IN ROCK OUTCROP
 FC0458_SP_SET: SET IN ROCK OUTCROP
 FC0458_STAMPING: B 256 1968
 FC0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0458+STABILITY: POSITION/ELEVATION WELL
 FC0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0458+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0458
 FC0458  HISTORY     - Date     Condition        Report By
 FC0458  HISTORY     - 1968     MONUMENTED       CGS
 FC0458  HISTORY     - 20040128 GOOD             BAKER
 FC0458
 FC0458                          STATION DESCRIPTION
 FC0458
 FC0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0458'2.2 MI SW FROM CLEVELAND.
 FC0458'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0458'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 2,
 FC0458'ABOUT 75 YARDS SOUTHWEST OF THE CROSSING OF DOCKERY LANE, SET
 FC0458'IN THE TOP AND ABOUT ON THE HIGHEST POINT OF A ROCK MOUND THAT
 FC0458'IS ABOUT 40 FEET LONG BY 20 FEET WIDE AND 4 FEET HIGH ON THE
 FC0458'WEST SIDE AND GOING BACK UNDERGROUND ON THE EAST SIDE, 30 FEET
 FC0458'SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 4 FEET ABOVE THE
 FC0458'LEVEL OF THE TRACK.
 FC0458
 FC0458                          STATION RECOVERY (2004)
 FC0458
 FC0458'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0406 ***********************************************************************
 FC0406  DESIGNATION -  B 257
 FC0406  PID         -  FC0406
 FC0406  STATE/COUNTY-  TN/BRADLEY
 FC0406  USGS QUAD   -  CHARLESTON (1980)
 FC0406
 FC0406                         *CURRENT SURVEY CONTROL
 FC0406  ___________________________________________________________________
 FC0406* NAD 83(1986)-  35 16 58.     (N)    084 45 38.     (W)     SCALED    
 FC0406* NAVD 88     -       214.796  (meters)     704.71   (feet)  ADJUSTED  
 FC0406  ___________________________________________________________________
 FC0406  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0406  DYNAMIC HT  -         214.586 (meters)     704.02  (feet)  COMP
 FC0406  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 FC0406
 FC0406  VERT ORDER  -  FIRST     CLASS I
 FC0406
 FC0406.The horizontal coordinates were scaled from a topographic map and have
 FC0406.an estimated accuracy of +/- 6 seconds.
 FC0406
 FC0406.The orthometric height was determined by differential leveling
 FC0406.and adjusted by the National Geodetic Survey in June 1991..
 FC0406
 FC0406.The geoid height was determined by GEOID03.
 FC0406
 FC0406.The dynamic height is computed by dividing the NAVD 88
 FC0406.geopotential number by the normal gravity value computed on the
 FC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0406.degrees latitude (g = 980.6199 gals.).
 FC0406
 FC0406.The modeled gravity was interpolated from observed gravity values.
 FC0406
 FC0406;                    North         East    Units  Estimated Accuracy
 FC0406;SPC TN       -   106,060.      712,750.      MT  (+/- 180 meters Scaled)
 FC0406
 FC0406                          SUPERSEDED SURVEY CONTROL
 FC0406
 FC0406  NGVD 29 (??/??/92)  214.831  (m)          704.82   (f) ADJ UNCH    1 1
 FC0406
 FC0406.Superseded values are not recommended for survey control.
 FC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0406.See file dsdata.txt to determine how the superseded data were derived.
 FC0406
 FC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE036067(NAD 83)
 FC0406_MARKER: DB = BENCH MARK DISK
 FC0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0406_SP_SET: CURB
 FC0406_STAMPING: B 257 1968
 FC0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0406
 FC0406  HISTORY     - Date     Condition        Report By
 FC0406  HISTORY     - 1968     MONUMENTED       CGS
 FC0406
 FC0406                          STATION DESCRIPTION
 FC0406
 FC0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0406'AT CHARLESTON.
 FC0406'AT CHARLESTON, ALONG U.S. HIGHWAY 11, AT THE CHARLESTON SCHOOL,
 FC0406'IN TOP OF THE EAST CORNER OF 3 1/2-FOOT SQUARE BY 5-FOOT DEEP
 FC0406'CONCRETE BASE FOR FLAGPOLE, 54 FEET NORTHWEST OF THE NORTHWEST
 FC0406'CURB OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0406'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0381 ***********************************************************************
 FC0381  DESIGNATION -  B 258
 FC0381  PID         -  FC0381
 FC0381  STATE/COUNTY-  TN/BRADLEY
 FC0381  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0381
 FC0381                         *CURRENT SURVEY CONTROL
 FC0381  ___________________________________________________________________
 FC0381* NAD 83(1986)-  35 09 50.     (N)    084 51 43.     (W)     SCALED    
 FC0381* NAVD 88     -       272.307  (meters)     893.39   (feet)  ADJUSTED  
 FC0381  ___________________________________________________________________
 FC0381  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0381  DYNAMIC HT  -         272.038 (meters)     892.51  (feet)  COMP
 FC0381  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 FC0381
 FC0381  VERT ORDER  -  FIRST     CLASS I
 FC0381
 FC0381.The horizontal coordinates were scaled from a topographic map and have
 FC0381.an estimated accuracy of +/- 6 seconds.
 FC0381
 FC0381.The orthometric height was determined by differential leveling
 FC0381.and adjusted by the National Geodetic Survey in June 1991..
 FC0381
 FC0381.The geoid height was determined by GEOID03.
 FC0381
 FC0381.The dynamic height is computed by dividing the NAVD 88
 FC0381.geopotential number by the normal gravity value computed on the
 FC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0381.degrees latitude (g = 980.6199 gals.).
 FC0381
 FC0381.The modeled gravity was interpolated from observed gravity values.
 FC0381
 FC0381;                    North         East    Units  Estimated Accuracy
 FC0381;SPC TN       -    92,750.      703,680.      MT  (+/- 180 meters Scaled)
 FC0381
 FC0381                          SUPERSEDED SURVEY CONTROL
 FC0381
 FC0381  NGVD 29 (??/??/92)  272.321  (m)          893.44   (f) ADJ UNCH    1 1
 FC0381
 FC0381.Superseded values are not recommended for survey control.
 FC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0381.See file dsdata.txt to determine how the superseded data were derived.
 FC0381
 FC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD947933(NAD 83)
 FC0381_MARKER: DB = BENCH MARK DISK
 FC0381_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0381_SP_SET: 64 FEET
 FC0381_STAMPING: B 258 1968
 FC0381_MARK LOGO: CGS   
 FC0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0381
 FC0381  HISTORY     - Date     Condition        Report By
 FC0381  HISTORY     - 1968     MONUMENTED       CGS
 FC0381  HISTORY     - 1983     GOOD             NGS
 FC0381
 FC0381                          STATION DESCRIPTION
 FC0381
 FC0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0381'AT CLEVELAND.
 FC0381'AT CLEVELAND, ABOUT 0.8 MILE NORTHEAST ALONG THE SOUTHERN
 FC0381'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 FC0381'212, AT THE SOUTH CORNER OF THE CHAIN LINK FENCE AROUND A METAL
 FC0381'WAREHOUSE OF THE BROWN STOVE WORKS, INCORPORATED, 27 FEET NORTH
 FC0381'OF THE CENTER OF THE CROSSING OF FIFTEENTH STREET NORTHEAST AND
 FC0381'THE MAIN TRACK, 18.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FC0381'MAIN TRACK, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0381'STREET, 2.5 FEET NORTHEAST OF THE FENCE CORNER, 0.4 FOOT SOUTHEAST
 FC0381'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 FC0381'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FC0381'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 FC0381'BY A 6-INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF
 FC0381'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 FC0381
 FC0381                          STATION RECOVERY (1983)
 FC0381
 FC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0381'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.5
 FC0381'FEET NORTHEAST OF THE FENCE CORNER, ADD 8.53 METERS (28.0 FT)
 FC0381'SOUTHWEST OF THE SOUTHEASTERNMOST CORNER OF THE CHAIN LINK FENCE AND
 FC0381'3.05 METERS (10.0 FT) WEST OF THE CENTER OF TWO DOORS AT A LARGE METAL
 FC0381'RAILROAD SIGNAL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0021 ***********************************************************************
 FC0021  DESIGNATION -  B 259
 FC0021  PID         -  FC0021
 FC0021  STATE/COUNTY-  TN/MONROE
 FC0021  USGS QUAD   -  PHILADELPHIA (1974)
 FC0021
 FC0021                         *CURRENT SURVEY CONTROL
 FC0021  ___________________________________________________________________
 FC0021* NAD 83(1986)-  35 38 24.     (N)    084 26 02.     (W)     SCALED    
 FC0021* NAVD 88     -       267.445  (meters)     877.44   (feet)  ADJUSTED  
 FC0021  ___________________________________________________________________
 FC0021  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FC0021  DYNAMIC HT  -         267.188 (meters)     876.60  (feet)  COMP
 FC0021  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 FC0021
 FC0021  VERT ORDER  -  FIRST     CLASS I
 FC0021
 FC0021.The horizontal coordinates were scaled from a topographic map and have
 FC0021.an estimated accuracy of +/- 6 seconds.
 FC0021
 FC0021.The orthometric height was determined by differential leveling
 FC0021.and adjusted by the National Geodetic Survey in June 1991..
 FC0021
 FC0021.The geoid height was determined by GEOID03.
 FC0021
 FC0021.The dynamic height is computed by dividing the NAVD 88
 FC0021.geopotential number by the normal gravity value computed on the
 FC0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0021.degrees latitude (g = 980.6199 gals.).
 FC0021
 FC0021.The modeled gravity was interpolated from observed gravity values.
 FC0021
 FC0021;                    North         East    Units  Estimated Accuracy
 FC0021;SPC TN       -   146,110.      741,830.      MT  (+/- 180 meters Scaled)
 FC0021
 FC0021                          SUPERSEDED SURVEY CONTROL
 FC0021
 FC0021  NGVD 29 (??/??/92)  267.526  (m)          877.71   (f) ADJ UNCH    1 1
 FC0021
 FC0021.Superseded values are not recommended for survey control.
 FC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0021.See file dsdata.txt to determine how the superseded data were derived.
 FC0021
 FC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE323470(NAD 83)
 FC0021_MARKER: DB = BENCH MARK DISK
 FC0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0021_SP_SET: BRIDGE
 FC0021_STAMPING: B 259 1968
 FC0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0021
 FC0021  HISTORY     - Date     Condition        Report By
 FC0021  HISTORY     - 1968     MONUMENTED       CGS
 FC0021
 FC0021                          STATION DESCRIPTION
 FC0021
 FC0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0021'3.2 MI SW FROM PHILADELPHIA.
 FC0021'ABOUT 3.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE FIRST
 FC0021'BAPTIST CHURCH AT PHILADELPHIA, ALSO ABOUT 3.5 MILES NORTHEAST
 FC0021'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT SWEETWATER, ABOUT
 FC0021'0.4 MILE NORTH OF MILEPOST 169, SET IN THE TOP OF THE WEST END
 FC0021'OF THE SOUTH ABUTMENT FOR A 35-FOOT BRIDGE OVER SWEETWATER CREEK,
 FC0021'26 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 7
 FC0021'FEET WEST OF THE WEST RAIL, 2 FEET EAST OF THE WEST END OF THE
 FC0021'ABUTMENT AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0089 ***********************************************************************
 FC0089  DESIGNATION -  B 260
 FC0089  PID         -  FC0089
 FC0089  STATE/COUNTY-  TN/KNOX
 FC0089  USGS QUAD   -  CONCORD (1984)
 FC0089
 FC0089                         *CURRENT SURVEY CONTROL
 FC0089  ___________________________________________________________________
 FC0089* NAD 83(1986)-  35 51 34.     (N)    084 08 51.     (W)     SCALED    
 FC0089* NAVD 88     -       250.347  (meters)     821.35   (feet)  ADJUSTED  
 FC0089  ___________________________________________________________________
 FC0089  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0089  DYNAMIC HT  -         250.112 (meters)     820.58  (feet)  COMP
 FC0089  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FC0089
 FC0089  VERT ORDER  -  FIRST     CLASS I
 FC0089
 FC0089.The horizontal coordinates were scaled from a topographic map and have
 FC0089.an estimated accuracy of +/- 6 seconds.
 FC0089
 FC0089.The orthometric height was determined by differential leveling
 FC0089.and adjusted by the National Geodetic Survey in June 1991..
 FC0089
 FC0089.The geoid height was determined by GEOID03.
 FC0089
 FC0089.The dynamic height is computed by dividing the NAVD 88
 FC0089.geopotential number by the normal gravity value computed on the
 FC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0089.degrees latitude (g = 980.6199 gals.).
 FC0089
 FC0089.The modeled gravity was interpolated from observed gravity values.
 FC0089
 FC0089;                    North         East    Units  Estimated Accuracy
 FC0089;SPC TN       -   170,900.      767,310.      MT  (+/- 180 meters Scaled)
 FC0089
 FC0089                          SUPERSEDED SURVEY CONTROL
 FC0089
 FC0089  NGVD 29 (??/??/92)  250.471  (m)          821.75   (f) ADJ UNCH    1 1
 FC0089
 FC0089.Superseded values are not recommended for survey control.
 FC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0089.See file dsdata.txt to determine how the superseded data were derived.
 FC0089
 FC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE575721(NAD 83)
 FC0089_MARKER: DB = BENCH MARK DISK
 FC0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0089_SP_SET: BRIDGE
 FC0089_STAMPING: B 260 1968
 FC0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0089
 FC0089  HISTORY     - Date     Condition        Report By
 FC0089  HISTORY     - 1968     MONUMENTED       CGS
 FC0089
 FC0089                          STATION DESCRIPTION
 FC0089
 FC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0089'0.8 MI SW FROM CONCORD.
 FC0089'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0089'POST OFFICE AT CONCORD, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FC0089'146, ABOUT 0.4 MILE SOUTHWEST OF THE CONCORD ROAD OVERPASS OVER
 FC0089'THE TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 FC0089'ABUTMENT OF THE RAILWAY BRIDGE OVER TURKEY CREEK, 6.2 FEET
 FC0089'NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 1/2 FEET BELOW THE
 FC0089'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0395 ***********************************************************************
 FF0395  DESIGNATION -  B 261
 FF0395  PID         -  FF0395
 FF0395  STATE/COUNTY-  TN/SHELBY
 FF0395  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0395
 FF0395                         *CURRENT SURVEY CONTROL
 FF0395  ___________________________________________________________________
 FF0395* NAD 83(1986)-  35 03 40.     (N)    090 03 34.     (W)     SCALED    
 FF0395* NAVD 88     -        81.058  (meters)     265.94   (feet)  ADJUSTED  
 FF0395  ___________________________________________________________________
 FF0395  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0395  DYNAMIC HT  -          80.983 (meters)     265.69  (feet)  COMP
 FF0395  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 FF0395
 FF0395  VERT ORDER  -  FIRST     CLASS I
 FF0395
 FF0395.The horizontal coordinates were scaled from a topographic map and have
 FF0395.an estimated accuracy of +/- 6 seconds.
 FF0395
 FF0395.The orthometric height was determined by differential leveling
 FF0395.and adjusted by the National Geodetic Survey in June 1991..
 FF0395
 FF0395.The geoid height was determined by GEOID03.
 FF0395
 FF0395.The dynamic height is computed by dividing the NAVD 88
 FF0395.geopotential number by the normal gravity value computed on the
 FF0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0395.degrees latitude (g = 980.6199 gals.).
 FF0395
 FF0395.The modeled gravity was interpolated from observed gravity values.
 FF0395
 FF0395;                    North         East    Units  Estimated Accuracy
 FF0395;SPC TN       -    88,430.      229,790.      MT  (+/- 180 meters Scaled)
 FF0395
 FF0395                          SUPERSEDED SURVEY CONTROL
 FF0395
 FF0395  NGVD 29 (??/??/??)   81.032  (m)          265.85   (f) ADJUSTED    1 1
 FF0395
 FF0395.Superseded values are not recommended for survey control.
 FF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0395.See file dsdata.txt to determine how the superseded data were derived.
 FF0395
 FF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU681837(NAD 83)
 FF0395_MARKER: DV = VERTICAL CONTROL DISK
 FF0395_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0395+WITH SETTING: INTO GROUND
 FF0395_SP_SET: METAL ROD WITH BASE PLATE
 FF0395_STAMPING: B 261 1974
 FF0395_MARK LOGO: NGS   
 FF0395_PROJECTION: RECESSED 10 CENTIMETERS
 FF0395_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0395+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0395_ROD/PIPE-DEPTH: 1.2  meters
 FF0395
 FF0395  HISTORY     - Date     Condition        Report By
 FF0395  HISTORY     - 1974     MONUMENTED       NGS
 FF0395  HISTORY     - 19911112 GOOD             NGS
 FF0395  HISTORY     - 19940828 GOOD             TN1620
 FF0395  HISTORY     - 20021028 GOOD             USACE
 FF0395  HISTORY     - 20050519 POOR             USACE
 FF0395
 FF0395                          STATION DESCRIPTION
 FF0395
 FF0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0395'1.3 MI S FROM MEMPHIS.
 FF0395'ABOUT 1.3 MILES SOUTH ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0395'FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, BETWEEN BISCAYNE STREET
 FF0395'AND ROLLINS STREET, 31.5 FEET EAST OF THE EAST FACE OF FIRE
 FF0395'STATION 36, 59 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 61,
 FF0395'36 FEET SOUTH OF THE SOUTH FACE OF A CONCRETE RETAINING WALL
 FF0395'ALONG THE NORTH SIDE OF STATION, 2.8 FEET NORTH OF THE NORTH
 FF0395'EDGE OF CONCRETE CURBING ALONG THE NORTH SIDE OF A CONCRETE
 FF0395'APRON, 2.2 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 FF0395'FOUNDATION OF FLAG POLE, 1 FOOT ABOVE LEVEL OF THE HIGHWAY AND
 FF0395'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FF0395'TO A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW LEVEL OF THE
 FF0395'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE 1-INCH BELOW LEVEL
 FF0395'OF THE GROUND.
 FF0395
 FF0395                          STATION RECOVERY (1991)
 FF0395
 FF0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0395'2.1 KM (1.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0395'INTERSTATE HIGHWAY 55 IN MEMPHIS, 10.9 M (35.8 FT) WEST OF THE CENTER
 FF0395'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) SOUTH OF THE
 FF0395'SOUTH FACE OF A RETAINING WALL, 9.7 M (31.8 FT) EAST OF THE EAST FACE
 FF0395'OF MEMPHIS FIRE STATION NUMBER 36, 2.6 M (8.5 FT) WEST OF A UTILITY
 FF0395'POLE, 1.0 M (3.3 FT) NORTH OF THE NORTH EDGE OF A DRIVEWAY, 0.7 M
 FF0395'(2.3 FT) EAST OF THE NORTHEAST CORNER OF A FOOTING FOR A FLAGPOLE,
 FF0395'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS
 FF0395'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FF0395'GROUND SURFACE.
 FF0395
 FF0395                          STATION RECOVERY (1994)
 FF0395
 FF0395'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0395'RECOVERED IN GOOD CONDITION.
 FF0395
 FF0395                          STATION RECOVERY (2002)
 FF0395
 FF0395'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0395'RECOVERED IN GOOD CONDITION.
 FF0395
 FF0395                          STATION RECOVERY (2005)
 FF0395
 FF0395'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 FF0395'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1369 ***********************************************************************
 FE1369  DESIGNATION -  B 262
 FE1369  PID         -  FE1369
 FE1369  STATE/COUNTY-  TN/TIPTON
 FE1369  USGS QUAD   -  MUNFORD (1983)
 FE1369
 FE1369                         *CURRENT SURVEY CONTROL
 FE1369  ___________________________________________________________________
 FE1369* NAD 83(1986)-  35 24 19.     (N)    089 50 22.     (W)     SCALED    
 FE1369* NAVD 88     -       120.290  (meters)     394.65   (feet)  ADJUSTED  
 FE1369  ___________________________________________________________________
 FE1369  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1369  DYNAMIC HT  -         120.184 (meters)     394.30  (feet)  COMP
 FE1369  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 FE1369
 FE1369  VERT ORDER  -  FIRST     CLASS I
 FE1369
 FE1369.The horizontal coordinates were scaled from a topographic map and have
 FE1369.an estimated accuracy of +/- 6 seconds.
 FE1369
 FE1369.The orthometric height was determined by differential leveling
 FE1369.and adjusted by the National Geodetic Survey in June 1991..
 FE1369
 FE1369.The geoid height was determined by GEOID03.
 FE1369
 FE1369.The dynamic height is computed by dividing the NAVD 88
 FE1369.geopotential number by the normal gravity value computed on the
 FE1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1369.degrees latitude (g = 980.6199 gals.).
 FE1369
 FE1369.The modeled gravity was interpolated from observed gravity values.
 FE1369
 FE1369;                    North         East    Units  Estimated Accuracy
 FE1369;SPC TN       -   125,770.      251,340.      MT  (+/- 180 meters Scaled)
 FE1369
 FE1369                          SUPERSEDED SURVEY CONTROL
 FE1369
 FE1369  NGVD 29 (??/??/??)  120.259  (m)          394.55   (f) ADJUSTED    1 1
 FE1369
 FE1369.Superseded values are not recommended for survey control.
 FE1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1369.See file dsdata.txt to determine how the superseded data were derived.
 FE1369
 FE1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE421216(NAD 83)
 FE1369_MARKER: DV = VERTICAL CONTROL DISK
 FE1369_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1369+WITH SETTING: INTO GROUND
 FE1369_SP_SET: METAL ROD WITH BASE PLATE
 FE1369_STAMPING: B 262 1974
 FE1369_MARK LOGO: NGS   
 FE1369_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1369+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1369
 FE1369  HISTORY     - Date     Condition        Report By
 FE1369  HISTORY     - 1974     MONUMENTED       NGS
 FE1369  HISTORY     - 19920115 GOOD             NGS
 FE1369  HISTORY     - 20021003 GOOD             USACE
 FE1369
 FE1369                          STATION DESCRIPTION
 FE1369
 FE1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1369'4 MI SW FROM CROSSTOWN.
 FE1369'ABOUT 3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1369'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, ALSO, 6.25 MILES
 FE1369'NORTHEAST OF THE JUNCTION OF NAVY ROAD AT MILLINGTON, 0.5 MILE
 FE1369'SOUTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER BIG CREEK, NORTHWEST
 FE1369'OF A PAVED CROSSOVER BETWEEN 4 LANES OF THE HIGHWAY, 106 FEET
 FE1369'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE OF THE
 FE1369'HIGHWAY, ON TOP OF A 10 FOOT HIGH CUT BANK, 120 FEET SOUTHWEST
 FE1369'OF A POWER POLE, WITH LINE CROSSING OVER HIGHWAY, 34 1/2 FEET
 FE1369'NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 9.6 FEET
 FE1369'NORTHEAST OF A CONCRETE R.O.W. HIGHWAY POST, 0.6 MILE NORTHEAST
 FE1369'OF KERR 1958 TRIANGULATION STATION, 1.3 FEET SOUTHEAST OF A
 FE1369'FENCE, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST, 8 FEET ABOVE
 FE1369'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 FE1369'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW
 FE1369'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE1369'THE GROUND.
 FE1369
 FE1369                          STATION RECOVERY (1992)
 FE1369
 FE1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1369'9.8 KM (6.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1369'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 36.6 M (120.1 FT)
 FE1369'SOUTHWEST OF A UTILITY POLE, 32.4 M (106.3 FT) NORTHWEST OF THE
 FE1369'CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE HIGHWAY, 10.6 M
 FE1369'(34.8 FT) NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 2.0 M
 FE1369'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF
 FE1369'A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX
 FE1369'NUMBER 24A, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.
 FE1369'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE FLUSH WITH THE GROUND
 FE1369'SURFACE.
 FE1369
 FE1369                          STATION RECOVERY (2002)
 FE1369
 FE1369'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1712 ***********************************************************************
 FE1712  DESIGNATION -  B 263
 FE1712  PID         -  FE1712
 FE1712  STATE/COUNTY-  TN/LAUDERDALE
 FE1712  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1712
 FE1712                         *CURRENT SURVEY CONTROL
 FE1712  ___________________________________________________________________
 FE1712* NAD 83(1986)-  35 40 06.     (N)    089 35 19.     (W)     SCALED    
 FE1712* NAVD 88     -        91.590  (meters)     300.49   (feet)  ADJUSTED  
 FE1712  ___________________________________________________________________
 FE1712  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1712  DYNAMIC HT  -          91.512 (meters)     300.24  (feet)  COMP
 FE1712  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 FE1712
 FE1712  VERT ORDER  -  FIRST     CLASS I
 FE1712
 FE1712.The horizontal coordinates were scaled from a topographic map and have
 FE1712.an estimated accuracy of +/- 6 seconds.
 FE1712
 FE1712.The orthometric height was determined by differential leveling
 FE1712.and adjusted by the National Geodetic Survey in June 1991..
 FE1712
 FE1712.The geoid height was determined by GEOID03.
 FE1712
 FE1712.The dynamic height is computed by dividing the NAVD 88
 FE1712.geopotential number by the normal gravity value computed on the
 FE1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1712.degrees latitude (g = 980.6199 gals.).
 FE1712
 FE1712.The modeled gravity was interpolated from observed gravity values.
 FE1712
 FE1712;                    North         East    Units  Estimated Accuracy
 FE1712;SPC TN       -   154,070.      275,180.      MT  (+/- 180 meters Scaled)
 FE1712
 FE1712                          SUPERSEDED SURVEY CONTROL
 FE1712
 FE1712  NGVD 29 (??/??/??)   91.553  (m)          300.37   (f) ADJUSTED    1 1
 FE1712
 FE1712.Superseded values are not recommended for survey control.
 FE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1712.See file dsdata.txt to determine how the superseded data were derived.
 FE1712
 FE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE656502(NAD 83)
 FE1712_MARKER: DB = BENCH MARK DISK
 FE1712_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1712+WITH SETTING: INTO GROUND
 FE1712_STAMPING: B 263 1974
 FE1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1712+STABILITY: SURFACE MOTION
 FE1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1712+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1712
 FE1712  HISTORY     - Date     Condition        Report By
 FE1712  HISTORY     - 1974     MONUMENTED       NGS
 FE1712  HISTORY     - 20020808 GOOD             USACE
 FE1712
 FE1712                          STATION DESCRIPTION
 FE1712
 FE1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1712'1.6 MI SW FROM HENNING.
 FE1712'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1712'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 0.75 MILE
 FE1712'SOUTH-SOUTHWEST ALONG THE NEW 4 LANES OF U.S. HIGHWAY 51, AT THE
 FE1712'NORTH END OF A 9-FOOT HIGH BANK CUT, 241 FEET SOUTH OF THE CENTER
 FE1712'LINE OF A FIELD ROAD WHICH CONNECTS AN ASPHALT CROSSOVER BETWEEN
 FE1712'4 LANES OF HIGHWAY, 226 FEET SOUTH OF THE SOUTH CONCRETE HEADWALL
 FE1712'OF PIPE CULVERT UNDER FIELD ROAD, 77.6 FEET EAST OF THE CENTER
 FE1712'LINE OF THE EAST LANE OF HIGHWAY, 0.5 FOOT SOUTHWEST OF A METAL
 FE1712'WITNESS POST, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 FE1712'THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 1-INCH BELOW
 FE1712'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE1712'THE GROUND.
 FE1712
 FE1712                          STATION RECOVERY (2002)
 FE1712
 FE1712'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1534 ***********************************************************************
 FE1534  DESIGNATION -  B 264
 FE1534  PID         -  FE1534
 FE1534  STATE/COUNTY-  TN/LAUDERDALE
 FE1534  USGS QUAD   -  CHIC (1983)
 FE1534
 FE1534                         *CURRENT SURVEY CONTROL
 FE1534  ___________________________________________________________________
 FE1534* NAD 83(1986)-  35 54 49.     (N)    089 38 11.     (W)     SCALED    
 FE1534* NAVD 88     -        79.775  (meters)     261.73   (feet)  ADJUSTED  
 FE1534  ___________________________________________________________________
 FE1534  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1534  DYNAMIC HT  -          79.708 (meters)     261.51  (feet)  COMP
 FE1534  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 FE1534
 FE1534  VERT ORDER  -  FIRST     CLASS I
 FE1534
 FE1534.The horizontal coordinates were scaled from a topographic map and have
 FE1534.an estimated accuracy of +/- 6 seconds.
 FE1534
 FE1534.The orthometric height was determined by differential leveling
 FE1534.and adjusted by the National Geodetic Survey in June 1991..
 FE1534
 FE1534.The geoid height was determined by GEOID03.
 FE1534
 FE1534.The dynamic height is computed by dividing the NAVD 88
 FE1534.geopotential number by the normal gravity value computed on the
 FE1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1534.degrees latitude (g = 980.6199 gals.).
 FE1534
 FE1534.The modeled gravity was interpolated from observed gravity values.
 FE1534
 FE1534;                    North         East    Units  Estimated Accuracy
 FE1534;SPC TN       -   181,430.      271,870.      MT  (+/- 180 meters Scaled)
 FE1534
 FE1534                          SUPERSEDED SURVEY CONTROL
 FE1534
 FE1534  NGVD 29 (??/??/??)   79.716  (m)          261.53   (f) ADJUSTED    1 1
 FE1534
 FE1534.Superseded values are not recommended for survey control.
 FE1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1534.See file dsdata.txt to determine how the superseded data were derived.
 FE1534
 FE1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE621775(NAD 83)
 FE1534_MARKER: DB = BENCH MARK DISK
 FE1534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1534_SP_SET: 48 FEET
 FE1534_STAMPING: B 264 1974
 FE1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1534+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1534
 FE1534  HISTORY     - Date     Condition        Report By
 FE1534  HISTORY     - 1974     MONUMENTED       NGS
 FE1534  HISTORY     - 20020809 GOOD             USACE
 FE1534
 FE1534                          STATION DESCRIPTION
 FE1534
 FE1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1534'14.2 MI W FROM HALLS.
 FE1534'ABOUT 14.25 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1534'BAPTIST CHURCH AT HALLS, SET IN THE SOUTHEAST CORNER OF A LAWN
 FE1534'BY A LARGE TREE NEAR THE END OF STATE HIGHWAY 88, 25.8 FEET
 FE1534'NORTH OF THE CENTER LINE OF THE HIGHWAY, 115.8 FEET EAST OF P12,
 FE1534'63.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN PART OF
 FE1534'A GRAY SHINGLED HOUSE ON STILTS 3 FEET ABOVE GROUND, 37.8 FEET
 FE1534'SOUTH OF A POWER POLE WITH AN UNDERGROUND CABLE POST ON IT, 21.6
 FE1534'FEET WEST OF A GRAVEL ROAD LEADING NORTH, 3.8 FEET NORTHWEST OF
 FE1534'A 48-INCH TREE, ABOUT LEVEL WITH THE HIGHWAY, AND ON TOP OF A
 FE1534'COPPER COATED STEEL ROD, 2-INCHES BELOW GROUND AND PROTECTED BY
 FE1534'A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD
 FE1534'WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE1534
 FE1534                          STATION RECOVERY (2002)
 FE1534
 FE1534'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1133 ***********************************************************************
 GD1133  DESIGNATION -  B 265
 GD1133  PID         -  GD1133
 GD1133  STATE/COUNTY-  TN/DYER
 GD1133  USGS QUAD   -  MISTON (1983)
 GD1133
 GD1133                         *CURRENT SURVEY CONTROL
 GD1133  ___________________________________________________________________
 GD1133* NAD 83(1995)-  36 10 29.49352(N)    089 26 39.27953(W)     ADJUSTED  
 GD1133* NAVD 88     -        85.541  (meters)     280.65   (feet)  ADJUSTED  
 GD1133  ___________________________________________________________________
 GD1133  X           -      49,997.793 (meters)                     COMP
 GD1133  Y           -  -5,154,374.028 (meters)                     COMP
 GD1133  Z           -   3,743,904.962 (meters)                     COMP
 GD1133  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GD1133  ELLIP HEIGHT-          57.20  (meters)          (05/31/05) GPS OBS
 GD1133  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1133  DYNAMIC HT  -          85.470 (meters)     280.41  (feet)  COMP
 GD1133  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GD1133
 GD1133  HORZ ORDER  -  FIRST
 GD1133  VERT ORDER  -  FIRST     CLASS I
 GD1133  ELLP ORDER  -  FOURTH    CLASS II
 GD1133
 GD1133.The horizontal coordinates were established by GPS observations
 GD1133.and adjusted by the National Geodetic Survey in May 2005..
 GD1133
 GD1133.The orthometric height was determined by differential leveling
 GD1133.and adjusted by the National Geodetic Survey in June 1991..
 GD1133
 GD1133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1133
 GD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1133
 GD1133.The ellipsoidal height was determined by GPS observations
 GD1133.and is referenced to NAD 83.
 GD1133
 GD1133.The geoid height was determined by GEOID03.
 GD1133
 GD1133.The dynamic height is computed by dividing the NAVD 88
 GD1133.geopotential number by the normal gravity value computed on the
 GD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1133.degrees latitude (g = 980.6199 gals.).
 GD1133
 GD1133.The modeled gravity was interpolated from observed gravity values.
 GD1133
 GD1133;                    North         East     Units Scale Factor Converg.
 GD1133;SPC TN       -   209,768.784   290,215.712   MT  0.99996604   -2 00 59.0
 GD1133;SPC TN       -   688,216.42    952,149.38   sFT  0.99996604   -2 00 59.0
 GD1133;UTM  16      - 4,006,111.809   280,173.021   MT  1.00019545   -1 26 35.9
 GD1133
 GD1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1133!SPC TN       -   0.99999102  x   0.99996604  =   0.99995706
 GD1133!UTM  16      -   0.99999102  x   1.00019545  =   1.00018647
 GD1133
 GD1133                          SUPERSEDED SURVEY CONTROL
 GD1133
 GD1133  NAVD 88 (05/31/05)   85.54   (m)          280.6    (f) LEVELING    3  
 GD1133  NGVD 29 (??/??/??)   85.466  (m)          280.40   (f) ADJUSTED    1 1
 GD1133
 GD1133.Superseded values are not recommended for survey control.
 GD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1133.See file dsdata.txt to determine how the superseded data were derived.
 GD1133
 GD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8017306112(NAD 83)
 GD1133_MARKER: DB = BENCH MARK DISK
 GD1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1133_SP_SET: ABUTMENT
 GD1133_STAMPING: B 265 1974
 GD1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1133+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD1133
 GD1133  HISTORY     - Date     Condition        Report By
 GD1133  HISTORY     - 1974     MONUMENTED       NGS
 GD1133  HISTORY     - 20020802 GOOD             USACE
 GD1133  HISTORY     - 20030708 GOOD             EMCINC
 GD1133
 GD1133                          STATION DESCRIPTION
 GD1133
 GD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1133'1.15 MI NW FROM BOGOTA.
 GD1133'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1133'WITH STATE HIGHWAY 103, SET IN THE TOP OF THE WEST ABUTMENT OF THE
 GD1133'NORTHWEST END OF BRIDGE NO. 23/78/10.74, 18.2 FEET SOUTHWEST OF THE
 GD1133'CENTER LINE OF STATE HIGHWAY 78, 2.7 FEET SOUTH OF THE WEST CORNER OF
 GD1133'A CONCRETE GUARD RAIL, 1.2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE
 GD1133'SOUTHWEST GUARD RAIL AND 0.5 FOOT ABOVE HIGHWAY.
 GD1133
 GD1133                          STATION RECOVERY (2002)
 GD1133
 GD1133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1133'RECOVERED IN GOOD CONDITION.
 GD1133
 GD1133                          STATION RECOVERY (2003)
 GD1133
 GD1133'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1133'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1629 ***********************************************************************
 GC1629  DESIGNATION -  B 27
 GC1629  PID         -  GC1629
 GC1629  STATE/COUNTY-  TN/HUMPHREYS
 GC1629  USGS QUAD   -  WAVERLY (1987)
 GC1629
 GC1629                         *CURRENT SURVEY CONTROL
 GC1629  ___________________________________________________________________
 GC1629* NAD 83(1986)-  36 02 10.     (N)    087 46 20.     (W)     SCALED    
 GC1629* NAVD 88     -       150.672  (meters)     494.33   (feet)  ADJUSTED  
 GC1629  ___________________________________________________________________
 GC1629  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1629  DYNAMIC HT  -         150.541 (meters)     493.90  (feet)  COMP
 GC1629  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GC1629
 GC1629  VERT ORDER  -  SECOND    CLASS 0
 GC1629
 GC1629.The horizontal coordinates were scaled from a topographic map and have
 GC1629.an estimated accuracy of +/- 6 seconds.
 GC1629
 GC1629.The orthometric height was determined by differential leveling
 GC1629.and adjusted by the National Geodetic Survey in June 1991..
 GC1629
 GC1629.The geoid height was determined by GEOID03.
 GC1629
 GC1629.The dynamic height is computed by dividing the NAVD 88
 GC1629.geopotential number by the normal gravity value computed on the
 GC1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1629.degrees latitude (g = 980.6199 gals.).
 GC1629
 GC1629.The modeled gravity was interpolated from observed gravity values.
 GC1629
 GC1629;                    North         East    Units  Estimated Accuracy
 GC1629;SPC TN       -   190,370.      440,300.      MT  (+/- 180 meters Scaled)
 GC1629
 GC1629                          SUPERSEDED SURVEY CONTROL
 GC1629
 GC1629  NGVD 29 (??/??/92)  150.702  (m)          494.43   (f) ADJ UNCH    2 0
 GC1629
 GC1629.Superseded values are not recommended for survey control.
 GC1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1629.See file dsdata.txt to determine how the superseded data were derived.
 GC1629
 GC1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE304882(NAD 83)
 GC1629_MARKER: DB = BENCH MARK DISK
 GC1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1629_STAMPING: B 27 1934
 GC1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1629+STABILITY: SURFACE MOTION
 GC1629
 GC1629  HISTORY     - Date     Condition        Report By
 GC1629  HISTORY     - 1934     MONUMENTED       CGS
 GC1629  HISTORY     - 1939     GOOD             NGS
 GC1629  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1629
 GC1629                          STATION DESCRIPTION
 GC1629
 GC1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GC1629'3.7 MI S FROM WAVERLY.
 GC1629'3.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1629'COUNTY, 120 FEET NORTH OF A SIDE ROAD AT THE FOOT OF A HILL, 75
 GC1629'FEET SOUTH OF A CURVE SIGN, 25 FEET NORTHEAST OF THE CENTERLINE
 GC1629'OF THE HIGHWAY, 30 FEET NORTH OF A TWIN-OAK TREE, AND 7 FEET
 GC1629'SOUTH OF AN 18-INCH OAK TREE.  A STANDARD DISK, STAMPED B 27
 GC1629'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GC1629
 GC1629                          STATION RECOVERY (1972)
 GC1629
 GC1629'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1352 ***********************************************************************
 GC1352  DESIGNATION -  B 28
 GC1352  PID         -  GC1352
 GC1352  STATE/COUNTY-  TN/DICKSON
 GC1352  USGS QUAD   -  BURNS (1986)
 GC1352
 GC1352                         *CURRENT SURVEY CONTROL
 GC1352  ___________________________________________________________________
 GC1352* NAD 83(1986)-  36 03 55.     (N)    087 21 07.     (W)     SCALED    
 GC1352* NAVD 88     -       263.068  (meters)     863.08   (feet)  ADJUSTED  
 GC1352  ___________________________________________________________________
 GC1352  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1352  DYNAMIC HT  -         262.837 (meters)     862.32  (feet)  COMP
 GC1352  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 GC1352
 GC1352  VERT ORDER  -  FIRST     CLASS II
 GC1352
 GC1352.The horizontal coordinates were scaled from a topographic map and have
 GC1352.an estimated accuracy of +/- 6 seconds.
 GC1352
 GC1352.The orthometric height was determined by differential leveling
 GC1352.and adjusted by the National Geodetic Survey in June 1991..
 GC1352
 GC1352.The geoid height was determined by GEOID03.
 GC1352
 GC1352.The dynamic height is computed by dividing the NAVD 88
 GC1352.geopotential number by the normal gravity value computed on the
 GC1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1352.degrees latitude (g = 980.6199 gals.).
 GC1352
 GC1352.The modeled gravity was interpolated from observed gravity values.
 GC1352
 GC1352;                    North         East    Units  Estimated Accuracy
 GC1352;SPC TN       -   193,000.      478,210.      MT  (+/- 180 meters Scaled)
 GC1352
 GC1352                          SUPERSEDED SURVEY CONTROL
 GC1352
 GC1352  NGVD 29 (??/??/92)  263.060  (m)          863.06   (f) ADJ UNCH    1 2
 GC1352
 GC1352.Superseded values are not recommended for survey control.
 GC1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1352.See file dsdata.txt to determine how the superseded data were derived.
 GC1352
 GC1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE683912(NAD 83)
 GC1352_MARKER: DB = BENCH MARK DISK
 GC1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1352_STAMPING: 863.358 B 28 1934
 GC1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1352+STABILITY: SURFACE MOTION
 GC1352
 GC1352  HISTORY     - Date     Condition        Report By
 GC1352  HISTORY     - 1934     MONUMENTED       CGS
 GC1352  HISTORY     - 1948     GOOD             NGS
 GC1352
 GC1352                          STATION DESCRIPTION
 GC1352
 GC1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1352'AT COLESBURG.
 GC1352'AT COLESBURG, 104.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC1352'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 65 FEET
 GC1352'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 67 FEET SOUTHWEST
 GC1352'OF A WATER STAND, 65 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GC1352'WEST FORK OF TRACK LEADING SOUTH, 4 FEET SOUTHWEST OF A TELEPHONE
 GC1352'POLE, 5 FEET NORTHEAST OF A TELEPHONE POLE, 15 FEET NORTH OF THE
 GC1352'CENTER LINE OF THE STATION ROAD, 3 FEET WEST OF A WHITE WOODEN
 GC1352'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 GC1352'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0729 ***********************************************************************
 FD0729  DESIGNATION -  B 29
 FD0729  PID         -  FD0729
 FD0729  STATE/COUNTY-  TN/HICKMAN
 FD0729  USGS QUAD   -  CENTERVILLE (1987)
 FD0729
 FD0729                         *CURRENT SURVEY CONTROL
 FD0729  ___________________________________________________________________
 FD0729* NAD 83(1986)-  35 46 39.     (N)    087 28 24.     (W)     SCALED    
 FD0729* NAVD 88     -       151.764  (meters)     497.91   (feet)  ADJUSTED  
 FD0729  ___________________________________________________________________
 FD0729  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0729  DYNAMIC HT  -         151.630 (meters)     497.47  (feet)  COMP
 FD0729  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FD0729
 FD0729  VERT ORDER  -  SECOND    CLASS 0
 FD0729
 FD0729.The horizontal coordinates were scaled from a topographic map and have
 FD0729.an estimated accuracy of +/- 6 seconds.
 FD0729
 FD0729.The orthometric height was determined by differential leveling
 FD0729.and adjusted by the National Geodetic Survey in June 1991..
 FD0729
 FD0729.The geoid height was determined by GEOID03.
 FD0729
 FD0729.The dynamic height is computed by dividing the NAVD 88
 FD0729.geopotential number by the normal gravity value computed on the
 FD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0729.degrees latitude (g = 980.6199 gals.).
 FD0729
 FD0729.The modeled gravity was interpolated from observed gravity values.
 FD0729
 FD0729;                    North         East    Units  Estimated Accuracy
 FD0729;SPC TN       -   161,230.      466,800.      MT  (+/- 180 meters Scaled)
 FD0729
 FD0729                          SUPERSEDED SURVEY CONTROL
 FD0729
 FD0729  NGVD 29 (??/??/92)  151.750  (m)          497.87   (f) ADJ UNCH    2 0
 FD0729
 FD0729.Superseded values are not recommended for survey control.
 FD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0729.See file dsdata.txt to determine how the superseded data were derived.
 FD0729
 FD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE572593(NAD 83)
 FD0729_MARKER: DB = BENCH MARK DISK
 FD0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0729_SP_SET: PIER
 FD0729_STAMPING: B 29 1934
 FD0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0729
 FD0729  HISTORY     - Date     Condition        Report By
 FD0729  HISTORY     - 1934     MONUMENTED       CGS
 FD0729
 FD0729                          STATION DESCRIPTION
 FD0729
 FD0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0729'AT CENTERVILLE.
 FD0729'AT CENTERVILLE, HICKMAN COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0729'AND ST. LOUIS RAILWAY, AT BRIDGE NO. 32.0 OVER DUCK RIVER, AT THE
 FD0729'EAST STONE PIER, IN THE TOP OF THE CONCRETE SLAB, 3 FEET NORTH
 FD0729'OF THE SOUTH FACE, AND 1 FOOT WEST OF THE EAST FACE.  A STANDARD
 FD0729'DISK, STAMPED B 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0880 ***********************************************************************
 GC0880  DESIGNATION -  B 29
 GC0880  PID         -  GC0880
 GC0880  STATE/COUNTY-  TN/DAVIDSON
 GC0880  USGS QUAD   -  WHITES CREEK (1994)
 GC0880
 GC0880                         *CURRENT SURVEY CONTROL
 GC0880  ___________________________________________________________________
 GC0880* NAD 83(1986)-  36 19 02.     (N)    086 51 34.     (W)     SCALED    
 GC0880* NAVD 88     -       254.710  (meters)     835.66   (feet)  ADJUSTED  
 GC0880  ___________________________________________________________________
 GC0880  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0880  DYNAMIC HT  -         254.490 (meters)     834.94  (feet)  COMP
 GC0880  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GC0880
 GC0880  VERT ORDER  -  SECOND    CLASS 0
 GC0880
 GC0880.The horizontal coordinates were scaled from a topographic map and have
 GC0880.an estimated accuracy of +/- 6 seconds.
 GC0880
 GC0880.The orthometric height was determined by differential leveling
 GC0880.and adjusted by the National Geodetic Survey in June 1991..
 GC0880
 GC0880.The geoid height was determined by GEOID03.
 GC0880
 GC0880.The dynamic height is computed by dividing the NAVD 88
 GC0880.geopotential number by the normal gravity value computed on the
 GC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0880.degrees latitude (g = 980.6199 gals.).
 GC0880
 GC0880.The modeled gravity was interpolated from observed gravity values.
 GC0880
 GC0880;                    North         East    Units  Estimated Accuracy
 GC0880;SPC TN       -   220,450.      522,820.      MT  (+/- 180 meters Scaled)
 GC0880
 GC0880                          SUPERSEDED SURVEY CONTROL
 GC0880
 GC0880  NGVD 29 (??/??/92)  254.753  (m)          835.80   (f) ADJ UNCH    2 0
 GC0880
 GC0880.Superseded values are not recommended for survey control.
 GC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0880.See file dsdata.txt to determine how the superseded data were derived.
 GC0880
 GC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF126191(NAD 83)
 GC0880_MARKER: DD = SURVEY DISK
 GC0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0880_STAMPING: B 29
 GC0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0880+STABILITY: SURFACE MOTION
 GC0880
 GC0880  HISTORY     - Date     Condition        Report By
 GC0880  HISTORY     - UNK      MONUMENTED       TNHD
 GC0880  HISTORY     - 1965     GOOD             TNHD
 GC0880
 GC0880                          STATION DESCRIPTION
 GC0880
 GC0880'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0880'0.4 MI E FROM JOELTON.
 GC0880'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0880'IN JOELTON, GO EASTERLY ON UNION HILL ROAD FOR 0.3 MILE TO THE
 GC0880'INTERSECTION OF UNION HILL ROAD AND CLAYLICK ROAD.  CONTINUE
 GC0880'STRAIGHT ON CLAYLICK ROAD FOR 0.15 MILE TO A GRAVELED DRIVE
 GC0880'AND THE MARK ON THE LEFT, 24 FEET NORTH OF THE APPROXIMATE
 GC0880'CENTER OF CLAYLICK ROAD AND 24 FEET WEST OF THE APPROXIMATE
 GC0880'CENTER OF THE GRAVELED DRIVE.  IT IS A METAL DISK SET IN THE
 GC0880'TOP OF A 4-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT
 GC0880'8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2409 ***********************************************************************
 FB2409  DESIGNATION -  B 292
 FB2409  PID         -  FB2409
 FB2409  STATE/COUNTY-  TN/KNOX
 FB2409  USGS QUAD   -  KNOXVILLE (1978)
 FB2409
 FB2409                         *CURRENT SURVEY CONTROL
 FB2409  ___________________________________________________________________
 FB2409* NAD 83(1986)-  35 57 58.     (N)    083 55 17.     (W)     SCALED    
 FB2409* NAVD 88     -       290.614  (meters)     953.46   (feet)  ADJUSTED  
 FB2409  ___________________________________________________________________
 FB2409  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2409  DYNAMIC HT  -         290.347 (meters)     952.58  (feet)  COMP
 FB2409  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FB2409
 FB2409  VERT ORDER  -  FIRST     CLASS II
 FB2409
 FB2409.The horizontal coordinates were scaled from a topographic map and have
 FB2409.an estimated accuracy of +/- 6 seconds.
 FB2409
 FB2409.The orthometric height was determined by differential leveling
 FB2409.and adjusted by the National Geodetic Survey in June 1991..
 FB2409
 FB2409.The geoid height was determined by GEOID03.
 FB2409
 FB2409.The dynamic height is computed by dividing the NAVD 88
 FB2409.geopotential number by the normal gravity value computed on the
 FB2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2409.degrees latitude (g = 980.6199 gals.).
 FB2409
 FB2409.The modeled gravity was interpolated from observed gravity values.
 FB2409
 FB2409;                    North         East    Units  Estimated Accuracy
 FB2409;SPC TN       -   183,150.      787,470.      MT  (+/- 180 meters Scaled)
 FB2409
 FB2409                          SUPERSEDED SURVEY CONTROL
 FB2409
 FB2409  NGVD 29 (12/12/91)  290.748  (m)          953.90   (f) ADJUSTED    1 2
 FB2409
 FB2409.Superseded values are not recommended for survey control.
 FB2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2409.See file dsdata.txt to determine how the superseded data were derived.
 FB2409
 FB2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV365841(NAD 83)
 FB2409_MARKER: DB = BENCH MARK DISK
 FB2409_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FB2409_SP_SET: BUILDING FOUNDATION
 FB2409_STAMPING: B 292 1983
 FB2409_MARK LOGO: NGS   
 FB2409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2409+STABILITY: POSITION/ELEVATION WELL
 FB2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2409+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB2409
 FB2409  HISTORY     - Date     Condition        Report By
 FB2409  HISTORY     - 1983     MONUMENTED       NGS
 FB2409  HISTORY     - 20010323 GOOD             USPSQD
 FB2409  HISTORY     - 20060112 GOOD             USPSQD
 FB2409
 FB2409                          STATION DESCRIPTION
 FB2409
 FB2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2409'IN KNOXVILLE.
 FB2409'IN KNOXVILLE, AT THE INTERSECTION OF WEST SUMMIT HILL DRIVE AND WALNUT
 FB2409'STREET, AT THE WEST TOWER OF THE TENNESSEE VALLEY AUTHORITY BUILDING,
 FB2409'SET VERTICALLY IN THE NORTHWEST FACE OF THE BUILDING, 31.39 METERS
 FB2409'(103.0 FT) NORTHEAST OF THE NORTHEAST CURB OF WALNUT STREET,
 FB2409'17.10 METERS (56.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF WEST SUMMIT
 FB2409'HILL DRIVE, 0.27 METER (0.9 FT) NORTHEAST OF THE WEST CORNER OF THE
 FB2409'BUILDING.
 FB2409'THE MARK IS 1.20 M ABOVE GROUND.
 FB2409
 FB2409                          STATION RECOVERY (2001)
 FB2409
 FB2409'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2409'RECOVERED IN GOOD CONDITION.
 FB2409
 FB2409                          STATION RECOVERY (2006)
 FB2409
 FB2409'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1618 ***********************************************************************
 FC1618  DESIGNATION -  B 293
 FC1618  PID         -  FC1618
 FC1618  STATE/COUNTY-  TN/MARION
 FC1618  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1618
 FC1618                         *CURRENT SURVEY CONTROL
 FC1618  ___________________________________________________________________
 FC1618* NAD 83(1986)-  35 00 55.     (N)    085 41 47.     (W)     SCALED    
 FC1618* NAVD 88     -       197.715  (meters)     648.67   (feet)  ADJUSTED  
 FC1618  ___________________________________________________________________
 FC1618  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1618  DYNAMIC HT  -         197.522 (meters)     648.04  (feet)  COMP
 FC1618  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 FC1618
 FC1618  VERT ORDER  -  FIRST     CLASS II
 FC1618
 FC1618.The horizontal coordinates were scaled from a topographic map and have
 FC1618.an estimated accuracy of +/- 6 seconds.
 FC1618
 FC1618.The orthometric height was determined by differential leveling
 FC1618.and adjusted by the National Geodetic Survey in June 1991..
 FC1618
 FC1618.The geoid height was determined by GEOID03.
 FC1618
 FC1618.The dynamic height is computed by dividing the NAVD 88
 FC1618.geopotential number by the normal gravity value computed on the
 FC1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1618.degrees latitude (g = 980.6199 gals.).
 FC1618
 FC1618.The modeled gravity was interpolated from observed gravity values.
 FC1618
 FC1618;                    North         East    Units  Estimated Accuracy
 FC1618;SPC TN       -    75,710.      627,710.      MT  (+/- 180 meters Scaled)
 FC1618
 FC1618                          SUPERSEDED SURVEY CONTROL
 FC1618
 FC1618.No superseded survey control is available for this station.
 FC1618
 FC1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD189755(NAD 83)
 FC1618_MARKER: DB = BENCH MARK DISK
 FC1618_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1618_SP_SET: BRIDGE ABUTMENT
 FC1618_STAMPING: B 293 1983
 FC1618_MARK LOGO: NGS   
 FC1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1618
 FC1618  HISTORY     - Date     Condition        Report By
 FC1618  HISTORY     - 1983     MONUMENTED       NGS
 FC1618
 FC1618                          STATION DESCRIPTION
 FC1618
 FC1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1618'1.4 KM (0.85 MI) NE FROM SOUTH PITTSBURG.
 FC1618'0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD (ELM AVENUE) FROM THE
 FC1618'POST OFFICE IN SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 FC1618'A PAVED ROAD (3RD STREET), THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 FC1618'U.S. HIGHWAY 72 (CEDAR AVENUE), THENCE 0.5 KM (0.3 MI) EASTERLY ALONG
 FC1618'STATE HIGHWAY 156, SET IN THE LOWER CONCRETE SHELF OF THE SOUTHWEST
 FC1618'ABUTMENT OF THE WEST END OF THE SOUTH SIDE OF THE BRIDGE OVER THE
 FC1618'TENNESSEE RIVER, 7.68 METERS (25.2 FT) SOUTH-SOUTHWEST OF THE
 FC1618'CENTERLINE OF THE HIGHWAY, 49.07 METERS (161.0 FT) WEST-NORTHWEST OF
 FC1618'THE WESTERNMOST CONCRETE PIER ON THE SOUTH SIDE OF THE BRIDGE (SLOPE
 FC1618'DISTANCE), 8.66 METERS (28.4 FT) EAST-NORTHEAST OF THE SOUTHEAST EDGE
 FC1618'OF A WINGWALL OF A SMALL CULVERT (SLOPE DISTANCE), AND 6.10 METERS
 FC1618'(20.0 FT) EAST OF THE WEST END OF THE ABUTMENT ON THE SOUTH SIDE OF
 FC1618'THE BRIDGE (SLOPE DISTANCE).
 FC1618'THE MARK IS 11.5 METERS  E FROM A WITNESS POST.
 FC1618'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1640 ***********************************************************************
 FC1640  DESIGNATION -  B 294
 FC1640  PID         -  FC1640
 FC1640  STATE/COUNTY-  TN/HAMILTON
 FC1640  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1640
 FC1640                         *CURRENT SURVEY CONTROL
 FC1640  ___________________________________________________________________
 FC1640* NAD 83(1986)-  35 03 01.     (N)    085 08 44.     (W)     SCALED    
 FC1640* NAVD 88     -       226.637  (meters)     743.56   (feet)  ADJUSTED  
 FC1640  ___________________________________________________________________
 FC1640  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC1640  DYNAMIC HT  -         226.411 (meters)     742.82  (feet)  COMP
 FC1640  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 FC1640
 FC1640  VERT ORDER  -  FIRST     CLASS II
 FC1640
 FC1640.The horizontal coordinates were scaled from a topographic map and have
 FC1640.an estimated accuracy of +/- 6 seconds.
 FC1640
 FC1640.The orthometric height was determined by differential leveling
 FC1640.and adjusted by the National Geodetic Survey in June 1991..
 FC1640
 FC1640.The geoid height was determined by GEOID03.
 FC1640
 FC1640.The dynamic height is computed by dividing the NAVD 88
 FC1640.geopotential number by the normal gravity value computed on the
 FC1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1640.degrees latitude (g = 980.6199 gals.).
 FC1640
 FC1640.The modeled gravity was interpolated from observed gravity values.
 FC1640
 FC1640;                    North         East    Units  Estimated Accuracy
 FC1640;SPC TN       -    79,890.      677,960.      MT  (+/- 180 meters Scaled)
 FC1640
 FC1640                          SUPERSEDED SURVEY CONTROL
 FC1640
 FC1640.No superseded survey control is available for this station.
 FC1640
 FC1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD691801(NAD 83)
 FC1640_MARKER: DB = BENCH MARK DISK
 FC1640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1640_SP_SET: ABUTMENT
 FC1640_STAMPING: B 294 1983
 FC1640_MARK LOGO: NGS   
 FC1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1640
 FC1640  HISTORY     - Date     Condition        Report By
 FC1640  HISTORY     - 1983     MONUMENTED       NGS
 FC1640  HISTORY     - 20000114 GOOD             USPSQD
 FC1640
 FC1640                          STATION DESCRIPTION
 FC1640
 FC1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1640'4.9 KM (3.05 MI) NE FROM CHATTANOOGA.
 FC1640'0.2 KM (0.15 MI) WEST ALONG EAST BRAINERD ROAD FROM THE CONCORD
 FC1640'BAPTIST CHURCH ON THE NORTHEAST EDGE OF TOWN, THENCE 4.7 KM (2.9 MI)
 FC1640'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 75, SET IN THE LOWER CONCRETE
 FC1640'SHELF OF THE SOUTHWEST ABUTMENT IN THE WEST END OF THE SOUTH SIDE OF
 FC1640'THE NORTHBOUND BRIDGE ON INTERSTATE HIGHWAY 75, 8.44 METERS (27.7 FT)
 FC1640'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE
 FC1640'HIGHWAY, 20.0 METERS (65.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A
 FC1640'PAVED ROAD UNDER INTERSTATE HIGHWAY 75 (SLOPE DISTANCE), 1.43 METERS
 FC1640'(4.7 FT) EAST-SOUTHEAST OF HIGHWAY MILE MARKER 361, AND 1.24 METERS
 FC1640'(4.1 FT) NORTH OF THE SOUTHEAST EDGE OF THE WEST WINGWALL.
 FC1640'THE MARK IS 3.7 METERS  NNE FROM A WITNESS POST.
 FC1640'THE MARK IS 0.9 M BELOW HIGHWAY.
 FC1640
 FC1640                          STATION RECOVERY (2000)
 FC1640
 FC1640'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1608 ***********************************************************************
 FC1608  DESIGNATION -  B 295
 FC1608  PID         -  FC1608
 FC1608  STATE/COUNTY-  TN/BLOUNT
 FC1608  USGS QUAD   -  BINFIELD (1990)
 FC1608
 FC1608                         *CURRENT SURVEY CONTROL
 FC1608  ___________________________________________________________________
 FC1608* NAD 83(1986)-  35 38 32.     (N)    084 04 23.     (W)     SCALED    
 FC1608* NAVD 88     -       304.672  (meters)     999.58   (feet)  ADJUSTED  
 FC1608  ___________________________________________________________________
 FC1608  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC1608  DYNAMIC HT  -         304.383 (meters)     998.63  (feet)  COMP
 FC1608  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC1608
 FC1608  VERT ORDER  -  FIRST     CLASS II
 FC1608
 FC1608.The horizontal coordinates were scaled from a topographic map and have
 FC1608.an estimated accuracy of +/- 6 seconds.
 FC1608
 FC1608.The orthometric height was determined by differential leveling
 FC1608.and adjusted by the National Geodetic Survey in June 1991..
 FC1608
 FC1608.The geoid height was determined by GEOID03.
 FC1608
 FC1608.The dynamic height is computed by dividing the NAVD 88
 FC1608.geopotential number by the normal gravity value computed on the
 FC1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1608.degrees latitude (g = 980.6199 gals.).
 FC1608
 FC1608.The modeled gravity was interpolated from observed gravity values.
 FC1608
 FC1608;                    North         East    Units  Estimated Accuracy
 FC1608;SPC TN       -   146,940.      774,500.      MT  (+/- 180 meters Scaled)
 FC1608
 FC1608                          SUPERSEDED SURVEY CONTROL
 FC1608
 FC1608  NGVD 29 (12/12/91)  304.789  (m)          999.96   (f) ADJUSTED    1 2
 FC1608
 FC1608.Superseded values are not recommended for survey control.
 FC1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1608.See file dsdata.txt to determine how the superseded data were derived.
 FC1608
 FC1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE650482(NAD 83)
 FC1608_MARKER: I = METAL ROD
 FC1608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1608_SP_SET: STAINLESS STEEL ROD
 FC1608_STAMPING: B 295 1983
 FC1608_MARK LOGO: NGS   
 FC1608_PROJECTION: FLUSH
 FC1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1608_ROD/PIPE-DEPTH: 5.8  meters
 FC1608
 FC1608  HISTORY     - Date     Condition        Report By
 FC1608  HISTORY     - 1983     MONUMENTED       NGS
 FC1608
 FC1608                          STATION DESCRIPTION
 FC1608
 FC1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1608'15.1 KM (9.4 MI) NW FROM TALLASSEE.
 FC1608'15.1 KM (9.4 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1608'IN TALLASSEE TO THE MARK ON THE RIGHT AND ON PROPERTY OF MR. PORTER,
 FC1608'28.19 METERS (92.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 FC1608'HIGHWAY, 33.53 METERS (110.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 FC1608'THE HOUSE, 0.40 METER (1.3 FT) SOUTH-SOUTHEAST OF UTILITY POLE B ON
 FC1608'THE PROPERTY OF MR PORTER.
 FC1608'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2468 ***********************************************************************
 EH2468  DESIGNATION -  B 296
 EH2468  PID         -  EH2468
 EH2468  STATE/COUNTY-  TN/SHELBY
 EH2468  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2468
 EH2468                         *CURRENT SURVEY CONTROL
 EH2468  ___________________________________________________________________
 EH2468* NAD 83(1986)-  34 59 57.     (N)    090 13 56.     (W)     SCALED    
 EH2468* NAVD 88     -        71.803  (meters)     235.57   (feet)  ADJUSTED  
 EH2468  ___________________________________________________________________
 EH2468  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EH2468  DYNAMIC HT  -          71.737 (meters)     235.36  (feet)  COMP
 EH2468  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EH2468
 EH2468  VERT ORDER  -  FIRST     CLASS II
 EH2468
 EH2468.The horizontal coordinates were scaled from a topographic map and have
 EH2468.an estimated accuracy of +/- 6 seconds.
 EH2468
 EH2468.The orthometric height was determined by differential leveling
 EH2468.and adjusted by the National Geodetic Survey in June 1991..
 EH2468
 EH2468.The geoid height was determined by GEOID03.
 EH2468
 EH2468.The dynamic height is computed by dividing the NAVD 88
 EH2468.geopotential number by the normal gravity value computed on the
 EH2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2468.degrees latitude (g = 980.6199 gals.).
 EH2468
 EH2468.The modeled gravity was interpolated from observed gravity values.
 EH2468
 EH2468;                    North         East    Units  Estimated Accuracy
 EH2468;SPC TN       -    82,230.      213,740.      MT  (+/- 180 meters Scaled)
 EH2468
 EH2468                          SUPERSEDED SURVEY CONTROL
 EH2468
 EH2468  NGVD 29 (??/??/??)   71.798  (m)          235.56   (f) ADJUSTED    1 2
 EH2468
 EH2468.Superseded values are not recommended for survey control.
 EH2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2468.See file dsdata.txt to determine how the superseded data were derived.
 EH2468
 EH2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU526764(NAD 83)
 EH2468_MARKER: I = METAL ROD
 EH2468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2468_SP_SET: STAINLESS STEEL ROD
 EH2468_STAMPING: B 296 1983
 EH2468_MARK LOGO: NGS   
 EH2468_PROJECTION: RECESSED 6 CENTIMETERS
 EH2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2468+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2468_ROD/PIPE-DEPTH: 31.6 meters
 EH2468
 EH2468  HISTORY     - Date     Condition        Report By
 EH2468  HISTORY     - 1983     MONUMENTED       NGS
 EH2468  HISTORY     - 20030408 GOOD             USACE
 EH2468
 EH2468                          STATION DESCRIPTION
 EH2468
 EH2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2468'12.7 KM (7.9 MI) WNW FROM WALLS MS.
 EH2468'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2468'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2468'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 9.0 KM (5.6 MI) WEST
 EH2468'ALONG THE GRAVEL ROAD ON TOP THE LEVEE TO THE MARK 2.15 METERS
 EH2468'(7.0 FT) NORTHWEST OF CONCRETE MILEPOST MARKER NUMBER 6/7, 0.5 KM
 EH2468'(0.3 MI) EAST OF A CATTLE GUARD IN THE ROADWAY, 0.1 KM (0.05 MI)
 EH2468'EAST-SOUTHEAST OF A GAP IN THE RIGHT OF WAY FENCE ON THE NORTH SIDE OF
 EH2468'THE LEVEE, AND 2.15 METERS (11.0 FT) SOUTH OF THE CENTER OF THE ROAD.
 EH2468'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 EH2468'THE MARK IS 0.15 M BELOW ROAD.
 EH2468
 EH2468                          STATION RECOVERY (2003)
 EH2468
 EH2468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1399 ***********************************************************************
 EG1399  DESIGNATION -  B 297
 EG1399  PID         -  EG1399
 EG1399  STATE/COUNTY-  TN/MCNAIRY
 EG1399  USGS QUAD   -  CORINTH (1982)
 EG1399
 EG1399                         *CURRENT SURVEY CONTROL
 EG1399  ___________________________________________________________________
 EG1399* NAD 83(1986)-  34 59 48.     (N)    088 30 54.     (W)     SCALED    
 EG1399* NAVD 88     -       158.412  (meters)     519.72   (feet)  ADJUSTED  
 EG1399  ___________________________________________________________________
 EG1399  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1399  DYNAMIC HT  -         158.261 (meters)     519.23  (feet)  COMP
 EG1399  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EG1399
 EG1399  VERT ORDER  -  FIRST     CLASS II
 EG1399
 EG1399.The horizontal coordinates were scaled from a topographic map and have
 EG1399.an estimated accuracy of +/- 6 seconds.
 EG1399
 EG1399.The orthometric height was determined by differential leveling
 EG1399.and adjusted by the National Geodetic Survey in June 1991..
 EG1399
 EG1399.The geoid height was determined by GEOID03.
 EG1399
 EG1399.The dynamic height is computed by dividing the NAVD 88
 EG1399.geopotential number by the normal gravity value computed on the
 EG1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1399.degrees latitude (g = 980.6199 gals.).
 EG1399
 EG1399.The modeled gravity was interpolated from observed gravity values.
 EG1399
 EG1399;                    North         East    Units  Estimated Accuracy
 EG1399;SPC TN       -    76,550.      370,410.      MT  (+/- 180 meters Scaled)
 EG1399
 EG1399                          SUPERSEDED SURVEY CONTROL
 EG1399
 EG1399.No superseded survey control is available for this station.
 EG1399
 EG1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD617737(NAD 83)
 EG1399_MARKER: I = METAL ROD
 EG1399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1399_SP_SET: STAINLESS STEEL ROD
 EG1399_STAMPING: B 297 1983
 EG1399_MARK LOGO: NGS   
 EG1399_PROJECTION: FLUSH
 EG1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1399+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 EG1399_ROD/PIPE-DEPTH: 7.31 meters
 EG1399
 EG1399  HISTORY     - Date     Condition        Report By
 EG1399  HISTORY     - 1983     MONUMENTED       NGS
 EG1399  HISTORY     - 20020409 GOOD             USACE
 EG1399
 EG1399                          STATION DESCRIPTION
 EG1399
 EG1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1399'7.0 KM (4.35 MI) NORTH FROM CORINTH MS.
 EG1399'7.0 KM (4.35 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 EG1399'CORINTH, MISSISSIPPI, TO THE CORINTH DRIVE IN THEATER AND THE MARK ON
 EG1399'THE LEFT, 0.16 KM (0.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE
 EG1399'MISSISSIPPI, TENNESSEE STATE LINE, 21.18 METERS (69.5 FT) WEST OF THE
 EG1399'CENTERLINE OF THE HIGHWAY, 19.08 METERS (62.6 FT) SOUTH OF A ROW OF
 EG1399'LARGE PINE TREES WHICH IS THE SOUTH BORDER OF THE THEATER, 9.81 METERS
 EG1399'(32.2 FT) WEST OF A POWERLINE POLE, 5.91 METERS (19.4 FT) SOUTHWEST OF
 EG1399'A GUY WIRE ANCHOR FOR A POWERLINE POLE, AND 1.25 METERS (4.1 FT) NORTH
 EG1399'OF A POWERLINE POLE WITH A GUY WIRE.
 EG1399'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 EG1399'THE MARK IS 0.61 M BELOW HIGHWAY.
 EG1399
 EG1399                          STATION RECOVERY (2002)
 EG1399
 EG1399'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG1399'HWY 45 PER DESCRIPTION IS NOW OLD HWY 45 RENAMED AS HWY 145.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2139 ***********************************************************************
 FE2139  DESIGNATION -  B 298
 FE2139  PID         -  FE2139
 FE2139  STATE/COUNTY-  TN/HARDEMAN
 FE2139  USGS QUAD   -  MIDDLETON (1980)
 FE2139
 FE2139                         *CURRENT SURVEY CONTROL
 FE2139  ___________________________________________________________________
 FE2139* NAD 83(1986)-  35 02 31.     (N)    088 53 29.     (W)     SCALED    
 FE2139* NAVD 88     -       128.160  (meters)     420.47   (feet)  ADJUSTED  
 FE2139  ___________________________________________________________________
 FE2139  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE2139  DYNAMIC HT  -         128.038 (meters)     420.07  (feet)  COMP
 FE2139  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FE2139
 FE2139  VERT ORDER  -  FIRST     CLASS II
 FE2139
 FE2139.The horizontal coordinates were scaled from a topographic map and have
 FE2139.an estimated accuracy of +/- 6 seconds.
 FE2139
 FE2139.The orthometric height was determined by differential leveling
 FE2139.and adjusted by the National Geodetic Survey in June 1991..
 FE2139
 FE2139.The geoid height was determined by GEOID03.
 FE2139
 FE2139.The dynamic height is computed by dividing the NAVD 88
 FE2139.geopotential number by the normal gravity value computed on the
 FE2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2139.degrees latitude (g = 980.6199 gals.).
 FE2139
 FE2139.The modeled gravity was interpolated from observed gravity values.
 FE2139
 FE2139;                    North         East    Units  Estimated Accuracy
 FE2139;SPC TN       -    82,520.      336,210.      MT  (+/- 180 meters Scaled)
 FE2139
 FE2139                          SUPERSEDED SURVEY CONTROL
 FE2139
 FE2139.No superseded survey control is available for this station.
 FE2139
 FE2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD274793(NAD 83)
 FE2139_MARKER: I = METAL ROD
 FE2139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2139_SP_SET: STAINLESS STEEL ROD
 FE2139_STAMPING: B 298 1983
 FE2139_MARK LOGO: NGS   
 FE2139_PROJECTION: FLUSH
 FE2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2139+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2139_ROD/PIPE-DEPTH: 8.53 meters
 FE2139
 FE2139  HISTORY     - Date     Condition        Report By
 FE2139  HISTORY     - 1983     MONUMENTED       NGS
 FE2139  HISTORY     - 20020919 GOOD             USACE
 FE2139
 FE2139                          STATION DESCRIPTION
 FE2139
 FE2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2139'2.6 KM (1.6 MI) SOUTH FROM MIDDLETON.
 FE2139'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2139'SOUTHERN RAILROAD IN MIDDLETON, THENCE 0.2 KM (0.1 MI) EAST ALONG
 FE2139'STATE HIGHWAY 57 TO THE MARK ON THE RIGHT, 14.54 METERS (47.7 FT)
 FE2139'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.98 METERS (91.8 FT)
 FE2139'NORTHWEST OF THE NORTHWEST CORNER OF A ONE LEVEL HOUSE, 22.58 METERS
 FE2139'(74.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 FE2139'BUILDING, (AT PRESENT THE MATHIS GROCERY), 3.23 METERS (10.6 FT)
 FE2139'SOUTHEAST OF A POWERLINE POLE, 1.61 METERS (5.3 FT) NORTH OF THE SOUTH
 FE2139'POLE FOR AN ADVERTISEMENT BOARD, AND 1.49 METERS (4.9 FT) SOUTH OF THE
 FE2139'NORTH POLE FOR THE BOARD.
 FE2139'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2139'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2139
 FE2139                          STATION RECOVERY (2002)
 FE2139
 FE2139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2139'CINDER BLOCK BUILDING AND SIGN NOW FOR G AND G DINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2165 ***********************************************************************
 FE2165  DESIGNATION -  B 299
 FE2165  PID         -  FE2165
 FE2165  STATE/COUNTY-  TN/FAYETTE
 FE2165  USGS QUAD   -  MOSCOW SE (1983)
 FE2165
 FE2165                         *CURRENT SURVEY CONTROL
 FE2165  ___________________________________________________________________
 FE2165* NAD 83(1986)-  35 03 16.     (N)    089 21 21.     (W)     SCALED    
 FE2165* NAVD 88     -       136.457  (meters)     447.69   (feet)  ADJUSTED  
 FE2165  ___________________________________________________________________
 FE2165  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2165  DYNAMIC HT  -         136.328 (meters)     447.27  (feet)  COMP
 FE2165  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FE2165
 FE2165  VERT ORDER  -  FIRST     CLASS II
 FE2165
 FE2165.The horizontal coordinates were scaled from a topographic map and have
 FE2165.an estimated accuracy of +/- 6 seconds.
 FE2165
 FE2165.The orthometric height was determined by differential leveling
 FE2165.and adjusted by the National Geodetic Survey in June 1991..
 FE2165
 FE2165.The geoid height was determined by GEOID03.
 FE2165
 FE2165.The dynamic height is computed by dividing the NAVD 88
 FE2165.geopotential number by the normal gravity value computed on the
 FE2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2165.degrees latitude (g = 980.6199 gals.).
 FE2165
 FE2165.The modeled gravity was interpolated from observed gravity values.
 FE2165
 FE2165;                    North         East    Units  Estimated Accuracy
 FE2165;SPC TN       -    85,260.      293,900.      MT  (+/- 180 meters Scaled)
 FE2165
 FE2165                          SUPERSEDED SURVEY CONTROL
 FE2165
 FE2165.No superseded survey control is available for this station.
 FE2165
 FE2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD851816(NAD 83)
 FE2165_MARKER: I = METAL ROD
 FE2165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2165_SP_SET: STAINLESS STEEL ROD
 FE2165_STAMPING: B 299 1983
 FE2165_MARK LOGO: NGS   
 FE2165_PROJECTION: FLUSH
 FE2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2165+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2165_ROD/PIPE-DEPTH: 12.2 meters
 FE2165
 FE2165  HISTORY     - Date     Condition        Report By
 FE2165  HISTORY     - 1983     MONUMENTED       NGS
 FE2165  HISTORY     - 20020924 GOOD             USACE
 FE2165  HISTORY     - 20060506 GOOD             GEOCAC
 FE2165  HISTORY     - 20060506 GOOD             GEOCAC
 FE2165
 FE2165                          STATION DESCRIPTION
 FE2165
 FE2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2165'3.6 KM (2.25 MI) EAST FROM MOSCOW.
 FE2165'3.6 KM (2.25 MI) EAST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2165'STATE HIGHWAY 76 NORTH IN MOSCOW, TO THE JUNCTION OF AN ASPHALT ROAD
 FE2165'LEADING NORTH AND THE MARK ON THE LEFT, 22.71 METERS (74.5 FT) NORTH
 FE2165'OF THE CENTERLINE OF THE HIGHWAY, 12.71 METERS (41.7 FT) WEST OF THE
 FE2165'APPROXIMATE CENTER OF A ASPHALT ROAD LEADING NORTH, 4.72 METERS
 FE2165'(15.5 FT) WEST OF A CORNER FENCE POST OF A BARBWIRE FENCE,
 FE2165'33.34 METERS (109.4 FT) NORTHEAST OF A METAL CULVERT UNDER THE
 FE2165'DRIVEWAY OF A ONE LEVEL WOODEN HOUSE ON A HILL, 0.61 METER (2.0 FT)
 FE2165'SOUTH OF A BARBWIRE FENCE.
 FE2165'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2165'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2165
 FE2165                          STATION RECOVERY (2002)
 FE2165
 FE2165'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2165'ASPHALT ROAD N IS LIBERTY RD. FENCE NOW GONE. MARK IS 34.7 FT N OF N
 FE2165'EDGE OF THE LIBERTY BAPTIST CHURCH SIGN.
 FE2165
 FE2165                          STATION RECOVERY (2006)
 FE2165
 FE2165'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2165'RECOVERED AS DESCRIBED.
 FE2165
 FE2165                          STATION RECOVERY (2006)
 FE2165
 FE2165'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1117 ***********************************************************************
 FC1117  DESIGNATION -  B 3
 FC1117  PID         -  FC1117
 FC1117  STATE/COUNTY-  TN/HAMILTON
 FC1117  USGS QUAD   -  CHATTANOOGA (1976)
 FC1117
 FC1117                         *CURRENT SURVEY CONTROL
 FC1117  ___________________________________________________________________
 FC1117* NAD 83(1986)-  35 03 21.     (N)    085 16 18.     (W)     SCALED    
 FC1117* NAVD 88     -       203.928  (meters)     669.05   (feet)  ADJUSTED  
 FC1117  ___________________________________________________________________
 FC1117  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1117  DYNAMIC HT  -         203.725 (meters)     668.39  (feet)  COMP
 FC1117  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 FC1117
 FC1117  VERT ORDER  -  FIRST     CLASS II
 FC1117
 FC1117.The horizontal coordinates were scaled from a topographic map and have
 FC1117.an estimated accuracy of +/- 6 seconds.
 FC1117
 FC1117.The orthometric height was determined by differential leveling
 FC1117.and adjusted by the National Geodetic Survey in June 1991..
 FC1117
 FC1117.The geoid height was determined by GEOID03.
 FC1117
 FC1117.The dynamic height is computed by dividing the NAVD 88
 FC1117.geopotential number by the normal gravity value computed on the
 FC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1117.degrees latitude (g = 980.6199 gals.).
 FC1117
 FC1117.The modeled gravity was interpolated from observed gravity values.
 FC1117
 FC1117;                    North         East    Units  Estimated Accuracy
 FC1117;SPC TN       -    80,410.      666,450.      MT  (+/- 180 meters Scaled)
 FC1117
 FC1117                          SUPERSEDED SURVEY CONTROL
 FC1117
 FC1117  NGVD 29 (??/??/92)  203.968  (m)          669.18   (f) ADJ UNCH    1 2
 FC1117
 FC1117.Superseded values are not recommended for survey control.
 FC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1117.See file dsdata.txt to determine how the superseded data were derived.
 FC1117
 FC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD576806(NAD 83)
 FC1117_MARKER: B = BOLT
 FC1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1117_SP_SET: RETAINING WALL
 FC1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1117
 FC1117  HISTORY     - Date     Condition        Report By
 FC1117  HISTORY     - UNK      MONUMENTED       CGS
 FC1117  HISTORY     - 1950     GOOD             NGS
 FC1117
 FC1117                          STATION DESCRIPTION
 FC1117
 FC1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1117'AT CHATTANOOGA.
 FC1117'AT CHATTANOOGA, ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC1117'FROM THE EAST THIRD STREET VIADUCT OVER THE RAILWAY YARDS, AT THE
 FC1117'OVERPASS OF THE KNOXVILLE BRANCH OF THE SOUTHERN RAILWAY OVER THE
 FC1117'TRACKS, SET IN THE VERTICAL FACE OF THE EAST RETAINING WALL,
 FC1117'IN THE CENTER OF A STONE OF THE THIRD COURSE ABOVE THE GROUND, 6.6
 FC1117'FEET EAST OF THE EAST RAIL OF THE NASHVILLE, CHATTANOOGA AND ST.
 FC1117'LOUIS RAILWAY, 11 1/2 INCHES SOUTH OF THE NORTH EDGE OF THE STONE,
 FC1117'10 INCHES NORTH OF THE NORTH END OF THE BRIDGE SEAT AND ABOUT 3
 FC1117'FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1140 ***********************************************************************
 GC1140  DESIGNATION -  B 3
 GC1140  PID         -  GC1140
 GC1140  STATE/COUNTY-  TN/MONTGOMERY
 GC1140  USGS QUAD   -  CLARKSVILLE (1984)
 GC1140
 GC1140                         *CURRENT SURVEY CONTROL
 GC1140  ___________________________________________________________________
 GC1140* NAD 83(1986)-  36 34 19.     (N)    087 18 00.     (W)     SCALED    
 GC1140* NAVD 88     -       170.682  (meters)     559.98   (feet)  ADJUSTED  
 GC1140  ___________________________________________________________________
 GC1140  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1140  DYNAMIC HT  -         170.542 (meters)     559.52  (feet)  COMP
 GC1140  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC1140
 GC1140  VERT ORDER  -  FIRST     CLASS II
 GC1140
 GC1140.The horizontal coordinates were scaled from a topographic map and have
 GC1140.an estimated accuracy of +/- 6 seconds.
 GC1140
 GC1140.The orthometric height was determined by differential leveling
 GC1140.and adjusted by the National Geodetic Survey in June 1991..
 GC1140
 GC1140.The geoid height was determined by GEOID03.
 GC1140
 GC1140.The dynamic height is computed by dividing the NAVD 88
 GC1140.geopotential number by the normal gravity value computed on the
 GC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1140.degrees latitude (g = 980.6199 gals.).
 GC1140
 GC1140.The modeled gravity was interpolated from observed gravity values.
 GC1140
 GC1140;                    North         East    Units  Estimated Accuracy
 GC1140;SPC TN       -   249,150.      483,640.      MT  (+/- 180 meters Scaled)
 GC1140
 GC1140                          SUPERSEDED SURVEY CONTROL
 GC1140
 GC1140  NGVD 29 (??/??/92)  170.750  (m)          560.20   (f) ADJ UNCH    1 2
 GC1140
 GC1140.Superseded values are not recommended for survey control.
 GC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1140.See file dsdata.txt to determine how the superseded data were derived.
 GC1140
 GC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF731474(NAD 83)
 GC1140_MARKER: DB = BENCH MARK DISK
 GC1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1140_STAMPING: B 3 1921
 GC1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1140+STABILITY: SURFACE MOTION
 GC1140
 GC1140  HISTORY     - Date     Condition        Report By
 GC1140  HISTORY     - 1921     MONUMENTED       CGS
 GC1140  HISTORY     - 1954     GOOD             NGS
 GC1140  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1140
 GC1140                          STATION DESCRIPTION
 GC1140
 GC1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1140'AT ST BETHLEHEM.
 GC1140'AT ST. BETHLEHEM, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GC1140'ABOUT 310 YARDS SOUTHWEST OF MILE POST 173, AT THE CROSSING OF A
 GC1140'NORTH-SOUTH BLACK TOP ROAD, 32.9 FEET NORTHWEST OF NORTHWEST RAIL,
 GC1140'33 FEET WEST OF CENTER LINE OF BLACK TOP ROAD, 99 FEET NORTHEAST
 GC1140'OF NORTH CORNER OF FLAG STATION, 67 1/2 FEET SOUTHEAST OF CENTER
 GC1140'LINE OF U.S. HIGHWAY 79, 39 FEET SOUTHWEST OF TELEPHONE POLE NO.
 GC1140'1927, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1140'1/2 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 GC1140'POST PROJECTING 6 INCHES.
 GC1140
 GC1140                          STATION RECOVERY (1984)
 GC1140
 GC1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1140'SEARCHED FOR BUT NOT RECOVERED, HEAVY CONSTRUCTION IN THE AREA,
 GC1140'BELIEVED THE MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0701 ***********************************************************************
 FD0701  DESIGNATION -  B 30
 FD0701  PID         -  FD0701
 FD0701  STATE/COUNTY-  TN/MAURY
 FD0701  USGS QUAD   -  GODWIN (1988)
 FD0701
 FD0701                         *CURRENT SURVEY CONTROL
 FD0701  ___________________________________________________________________
 FD0701* NAD 83(1986)-  35 38 00.     (N)    087 07 24.     (W)     SCALED    
 FD0701* NAVD 88     -       192.531  (meters)     631.66   (feet)  ADJUSTED  
 FD0701  ___________________________________________________________________
 FD0701  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0701  DYNAMIC HT  -         192.361 (meters)     631.10  (feet)  COMP
 FD0701  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FD0701
 FD0701  VERT ORDER  -  SECOND    CLASS 0
 FD0701
 FD0701.The horizontal coordinates were scaled from a topographic map and have
 FD0701.an estimated accuracy of +/- 6 seconds.
 FD0701
 FD0701.The orthometric height was determined by differential leveling
 FD0701.and adjusted by the National Geodetic Survey in June 1991..
 FD0701
 FD0701.The geoid height was determined by GEOID03.
 FD0701
 FD0701.The dynamic height is computed by dividing the NAVD 88
 FD0701.geopotential number by the normal gravity value computed on the
 FD0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0701.degrees latitude (g = 980.6199 gals.).
 FD0701
 FD0701.The modeled gravity was interpolated from observed gravity values.
 FD0701
 FD0701;                    North         East    Units  Estimated Accuracy
 FD0701;SPC TN       -   144,820.      498,260.      MT  (+/- 180 meters Scaled)
 FD0701
 FD0701                          SUPERSEDED SURVEY CONTROL
 FD0701
 FD0701  NGVD 29 (??/??/92)  192.515  (m)          631.61   (f) ADJ UNCH    2 0
 FD0701
 FD0701.Superseded values are not recommended for survey control.
 FD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0701.See file dsdata.txt to determine how the superseded data were derived.
 FD0701
 FD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE888432(NAD 83)
 FD0701_MARKER: DB = BENCH MARK DISK
 FD0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0701_STAMPING: B 30 1934
 FD0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0701+STABILITY: SURFACE MOTION
 FD0701
 FD0701  HISTORY     - Date     Condition        Report By
 FD0701  HISTORY     - 1934     MONUMENTED       CGS
 FD0701  HISTORY     - 1958     GOOD             TVA
 FD0701
 FD0701                          STATION DESCRIPTION
 FD0701
 FD0701'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0701'5.6 MI W FROM COLUMBIA.
 FD0701'5.6 MILES WEST ALONG STATE HIGHWAY 50 FROM COLUMBIA, AT THE
 FD0701'NORTHEAST CORNER OF THE FRONT YARD OF A STONE BLOCK HOUSE,
 FD0701'ABOUT 300 FEET NORTH OF THE HOUSE, 60 FEET EAST OF THE CENTERLINE
 FD0701'OF A DRIVE LEADING TO THE HOUSE, AND 25 FEET SOUTH OF THE
 FD0701'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 30 1934
 FD0701'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0878 ***********************************************************************
 GC0878  DESIGNATION -  B 30
 GC0878  PID         -  GC0878
 GC0878  STATE/COUNTY-  TN/DAVIDSON
 GC0878  USGS QUAD   -  WHITES CREEK (1994)
 GC0878
 GC0878                         *CURRENT SURVEY CONTROL
 GC0878  ___________________________________________________________________
 GC0878* NAD 83(1986)-  36 19 02.     (N)    086 51 41.     (W)     SCALED    
 GC0878* NAVD 88     -       251.595  (meters)     825.44   (feet)  ADJUSTED  
 GC0878  ___________________________________________________________________
 GC0878  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0878  DYNAMIC HT  -         251.378 (meters)     824.73  (feet)  COMP
 GC0878  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0878
 GC0878  VERT ORDER  -  SECOND    CLASS 0
 GC0878
 GC0878.The horizontal coordinates were scaled from a topographic map and have
 GC0878.an estimated accuracy of +/- 6 seconds.
 GC0878
 GC0878.The orthometric height was determined by differential leveling
 GC0878.and adjusted by the National Geodetic Survey in June 1991..
 GC0878
 GC0878.The geoid height was determined by GEOID03.
 GC0878
 GC0878.The dynamic height is computed by dividing the NAVD 88
 GC0878.geopotential number by the normal gravity value computed on the
 GC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0878.degrees latitude (g = 980.6199 gals.).
 GC0878
 GC0878.The modeled gravity was interpolated from observed gravity values.
 GC0878
 GC0878;                    North         East    Units  Estimated Accuracy
 GC0878;SPC TN       -   220,450.      522,650.      MT  (+/- 180 meters Scaled)
 GC0878
 GC0878                          SUPERSEDED SURVEY CONTROL
 GC0878
 GC0878  NGVD 29 (??/??/92)  251.639  (m)          825.59   (f) ADJ UNCH    2 0
 GC0878
 GC0878.Superseded values are not recommended for survey control.
 GC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0878.See file dsdata.txt to determine how the superseded data were derived.
 GC0878
 GC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124191(NAD 83)
 GC0878_MARKER: DD = SURVEY DISK
 GC0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0878_STAMPING: B 30
 GC0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0878+STABILITY: SURFACE MOTION
 GC0878
 GC0878  HISTORY     - Date     Condition        Report By
 GC0878  HISTORY     - UNK      MONUMENTED       TNHD
 GC0878  HISTORY     - 1965     GOOD             TNHD
 GC0878
 GC0878                          STATION DESCRIPTION
 GC0878
 GC0878'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0878'0.3 MI E FROM JOELTON.
 GC0878'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0878'IN JOELTON, GO EASTERLY ON UNION HILL ROAD FOR 0.3 MILE TO THE
 GC0878'INTERSECTION OF UNION HILL ROAD AND CLAYLICK ROAD AND THE
 GC0878'MARK ON THE RIGHT, 41 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC0878'THE INTERSECTION, 30 FEET EAST OF A 2-FOOT TREE AND 4 FEET NORTH
 GC0878'OF A WOODEN FENCE.  IT IS A METAL DISK SET IN THE TOP OF A
 GC0878'4-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 GC0878'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2134 ***********************************************************************
 FE2134  DESIGNATION -  B 300
 FE2134  PID         -  FE2134
 FE2134  STATE/COUNTY-  TN/HARDEMAN
 FE2134  USGS QUAD   -  POCAHONTAS (1950)
 FE2134
 FE2134                         *CURRENT SURVEY CONTROL
 FE2134  ___________________________________________________________________
 FE2134* NAD 83(1986)-  35 02 48.     (N)    088 48 28.     (W)     SCALED    
 FE2134* NAVD 88     -       120.997  (meters)     396.97   (feet)  ADJUSTED  
 FE2134  ___________________________________________________________________
 FE2134  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2134  DYNAMIC HT  -         120.882 (meters)     396.59  (feet)  COMP
 FE2134  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 FE2134
 FE2134  VERT ORDER  -  FIRST     CLASS II
 FE2134
 FE2134.The horizontal coordinates were scaled from a topographic map and have
 FE2134.an estimated accuracy of +/- 6 seconds.
 FE2134
 FE2134.The orthometric height was determined by differential leveling
 FE2134.and adjusted by the National Geodetic Survey in June 1991..
 FE2134
 FE2134.The geoid height was determined by GEOID03.
 FE2134
 FE2134.The dynamic height is computed by dividing the NAVD 88
 FE2134.geopotential number by the normal gravity value computed on the
 FE2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2134.degrees latitude (g = 980.6199 gals.).
 FE2134
 FE2134.The modeled gravity was interpolated from observed gravity values.
 FE2134
 FE2134;                    North         East    Units  Estimated Accuracy
 FE2134;SPC TN       -    82,820.      343,850.      MT  (+/- 180 meters Scaled)
 FE2134
 FE2134                          SUPERSEDED SURVEY CONTROL
 FE2134
 FE2134.No superseded survey control is available for this station.
 FE2134
 FE2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD351797(NAD 83)
 FE2134_MARKER: I = METAL ROD
 FE2134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2134_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2134_STAMPING: B 300 1983
 FE2134_MARK LOGO: NGS   
 FE2134_PROJECTION: RECESSED 4 CENTIMETERS
 FE2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2134+STABILITY: POSITION/ELEVATION WELL
 FE2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2134+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2134_ROD/PIPE-DEPTH: 20.7 meters
 FE2134_SLEEVE-DEPTH  : 6.09 meters
 FE2134
 FE2134  HISTORY     - Date     Condition        Report By
 FE2134  HISTORY     - 1983     MONUMENTED       NGS
 FE2134  HISTORY     - 20020919 GOOD             USACE
 FE2134
 FE2134                          STATION DESCRIPTION
 FE2134
 FE2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2134'IN POCAHONTAS.
 FE2134'IN POCAHONTAS, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE MAIN
 FE2134'POST OFFICE, 31.69 METERS (104.0 FT) SOUTH OF THE CENTERLINE OF STATE
 FE2134'HIGHWAY 57, 17.07 METERS (56.0 FT) SOUTHWEST OF A LIGHT POLE,
 FE2134'17.58 METERS (57.7 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 FE2134'3.04 METERS (10.0 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FE2134'BUILDING, AND 1.07 METERS (3.5 FT) SOUTH OF THE FLAGPOLE.
 FE2134'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2134
 FE2134                          STATION RECOVERY (2002)
 FE2134
 FE2134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1351 ***********************************************************************
 FD1351  CBN         -  This is a Cooperative Base Network Control Station.
 FD1351  DESIGNATION -  B 301
 FD1351  PID         -  FD1351
 FD1351  STATE/COUNTY-  TN/LAWRENCE
 FD1351  USGS QUAD   -  ST JOSEPH (1976)
 FD1351
 FD1351                         *CURRENT SURVEY CONTROL
 FD1351  ___________________________________________________________________
 FD1351* NAD 83(1995)-  35 01 06.96534(N)    087 35 04.51851(W)     ADJUSTED  
 FD1351* NAVD 88     -       197.681  (meters)     648.56   (feet)  ADJUSTED  
 FD1351  ___________________________________________________________________
 FD1351  X           -     220,389.171 (meters)                     COMP
 FD1351  Y           -  -5,224,736.186 (meters)                     COMP
 FD1351  Z           -   3,639,654.873 (meters)                     COMP
 FD1351  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FD1351  ELLIP HEIGHT-         170.26  (meters)          (08/03/04) GPS OBS
 FD1351  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FD1351  DYNAMIC HT  -         197.495 (meters)     647.95  (feet)  COMP
 FD1351  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD1351
 FD1351  HORZ ORDER  -  A
 FD1351  VERT ORDER  -  FIRST     CLASS II
 FD1351  ELLP ORDER  -  FOURTH    CLASS I
 FD1351
 FD1351.The horizontal coordinates were established by GPS observations
 FD1351.and adjusted by the National Geodetic Survey in August 2004..
 FD1351
 FD1351.The orthometric height was determined by differential leveling
 FD1351.and adjusted by the National Geodetic Survey in June 1991..
 FD1351
 FD1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1351
 FD1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1351
 FD1351.The ellipsoidal height was determined by GPS observations
 FD1351.and is referenced to NAD 83.
 FD1351
 FD1351.The geoid height was determined by GEOID03.
 FD1351
 FD1351.The dynamic height is computed by dividing the NAVD 88
 FD1351.geopotential number by the normal gravity value computed on the
 FD1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1351.degrees latitude (g = 980.6199 gals.).
 FD1351
 FD1351.The modeled gravity was interpolated from observed gravity values.
 FD1351
 FD1351;                    North         East     Units Scale Factor Converg.
 FD1351;SPC TN       -    77,202.718   455,377.810   MT  1.00004889   -0 55 39.7
 FD1351;SPC TN       -   253,289.25  1,494,018.70   sFT  1.00004889   -0 55 39.7
 FD1351;UTM  16      - 3,875,262.034   446,667.091   MT  0.99963505   -0 20 07.7
 FD1351
 FD1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1351!SPC TN       -   0.99997328  x   1.00004889  =   1.00002216
 FD1351!UTM  16      -   0.99997328  x   0.99963505  =   0.99960834
 FD1351
 FD1351                          SUPERSEDED SURVEY CONTROL
 FD1351
 FD1351  NAVD 88 (08/03/04)  197.68   (m)          648.6    (f) LEVELING    3  
 FD1351
 FD1351.Superseded values are not recommended for survey control.
 FD1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1351.See file dsdata.txt to determine how the superseded data were derived.
 FD1351
 FD1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4666775262(NAD 83)
 FD1351_MARKER: I = METAL ROD
 FD1351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1351_SP_SET: STAINLESS STEEL ROD
 FD1351_STAMPING: B 301 1983
 FD1351_MARK LOGO: NGS   
 FD1351_PROJECTION: RECESSED 3 CENTIMETERS
 FD1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1351+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1351_ROD/PIPE-DEPTH: 4.27 meters
 FD1351
 FD1351  HISTORY     - Date     Condition        Report By
 FD1351  HISTORY     - 1983     MONUMENTED       NGS
 FD1351  HISTORY     - 20020520 GOOD             TNDT
 FD1351  HISTORY     - 20031010 GOOD             TNDT
 FD1351
 FD1351                          STATION DESCRIPTION
 FD1351
 FD1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1351'0.5 KM (0.3 MI) SOUTH FROM IRON CITY.
 FD1351'0.1 KM (0.05 MI) WEST ALONG EAST SECOND STREET FROM THE POST OFFICE IN
 FD1351'IRON CITY TO THE JUNCTION OF SOUTH POPLAR AVENUE, THENCE 0.4 KM
 FD1351'(0.25 MI) SOUTH ALONG SOUTH POPLAR AVENUE TO THE IRON CITY SCHOOL AND
 FD1351'THE MARK ON THE RIGHT, 78.79 METERS (258.5 FT) WEST OF THE APPROXIMATE
 FD1351'CENTER OF SOUTH POPLAR AVENUE, 16.89 METERS (55.4 FT) SOUTHEAST OF THE
 FD1351'NORTHEAST CORNER OF THE IRON CITY SCHOOL, 12.86 METERS (42.2 FT)
 FD1351'NORTHEAST OF THE MAIN ENTRANCE TO THE SCHOOL BUILDING, 7.10 METERS
 FD1351'(23.3 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO THE MAIN
 FD1351'ENTRANCE, AND 0.49 METERS (1.6 FT) SOUTH OF A FLAGPOLE.
 FD1351'THE MARK IS 6.09 M ABOVE AVENUE.
 FD1351
 FD1351                          STATION RECOVERY (2002)
 FD1351
 FD1351'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1351'RECOVERED IN GOOD CONDITION.
 FD1351
 FD1351                          STATION RECOVERY (2003)
 FD1351
 FD1351'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1383 ***********************************************************************
 FD1383  DESIGNATION -  B 302
 FD1383  PID         -  FD1383
 FD1383  STATE/COUNTY-  TN/MAURY
 FD1383  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1383
 FD1383                         *CURRENT SURVEY CONTROL
 FD1383  ___________________________________________________________________
 FD1383* NAD 83(1986)-  35 34 26.     (N)    087 08 26.     (W)     SCALED    
 FD1383* NAVD 88     -       215.984  (meters)     708.61   (feet)  ADJUSTED  
 FD1383  ___________________________________________________________________
 FD1383  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1383  DYNAMIC HT  -         215.790 (meters)     707.97  (feet)  COMP
 FD1383  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD1383
 FD1383  VERT ORDER  -  FIRST     CLASS II
 FD1383
 FD1383.The horizontal coordinates were scaled from a topographic map and have
 FD1383.an estimated accuracy of +/- 6 seconds.
 FD1383
 FD1383.The orthometric height was determined by differential leveling
 FD1383.and adjusted by the National Geodetic Survey in June 1991..
 FD1383
 FD1383.The geoid height was determined by GEOID03.
 FD1383
 FD1383.The dynamic height is computed by dividing the NAVD 88
 FD1383.geopotential number by the normal gravity value computed on the
 FD1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1383.degrees latitude (g = 980.6199 gals.).
 FD1383
 FD1383.The modeled gravity was interpolated from observed gravity values.
 FD1383
 FD1383;                    North         East    Units  Estimated Accuracy
 FD1383;SPC TN       -   138,240.      496,620.      MT  (+/- 180 meters Scaled)
 FD1383
 FD1383                          SUPERSEDED SURVEY CONTROL
 FD1383
 FD1383.No superseded survey control is available for this station.
 FD1383
 FD1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE872366(NAD 83)
 FD1383_MARKER: I = METAL ROD
 FD1383_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1383+WITH SETTING: INFORMATION.
 FD1383_SP_SET: SHALLOW SET METAL ROD
 FD1383_STAMPING: B 302 1984
 FD1383_MARK LOGO: NGS   
 FD1383_PROJECTION: FLUSH
 FD1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1383_ROD/PIPE-DEPTH: 2.44 meters
 FD1383
 FD1383  HISTORY     - Date     Condition        Report By
 FD1383  HISTORY     - 1984     MONUMENTED       NGS
 FD1383  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD1383
 FD1383                          STATION DESCRIPTION
 FD1383
 FD1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1383'7.6 KM (4.75 MI) NORTH FROM MOUNT PLEASANT.
 FD1383'7.6 KM (4.75 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1383'MOUNT PLEASANT TO THE JUNCTION OF ASHWOOD ROAD AND THE MARK IN THE
 FD1383'NORTHWEST ANGLE OF THE INTERSECTION, 12.41 METERS (40.7 FT) NORTHWEST
 FD1383'OF THE CENTERLINE OF THE HIGHWAY, 11.00 METERS (36.1 FT) NORTHEAST OF
 FD1383'THE APPROXIMATE CENTER OF ASHWOOD ROAD, 3.72 METERS (12.2 FT)
 FD1383'NORTHWEST OF A POWERLINE POLE WITH 3 GUY WIRES, 3.08 METERS (10.1 FT)
 FD1383'SOUTHWEST OF A ZION FREEWILL BAPTIST CHURCH SIGN, AND 2.26 METERS
 FD1383'(7.4 FT) SOUTHEAST OF THE SOUTHEAST BRACEPOST OF A BILLBOARD.
 FD1383'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1383'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1383
 FD1383                          STATION RECOVERY (2002)
 FD1383
 FD1383'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1364 ***********************************************************************
 FD1364  DESIGNATION -  B 303
 FD1364  PID         -  FD1364
 FD1364  STATE/COUNTY-  TN/LAWRENCE
 FD1364  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1364
 FD1364                         *CURRENT SURVEY CONTROL
 FD1364  ___________________________________________________________________
 FD1364* NAD 83(1986)-  35 14 28.     (N)    087 20 06.     (W)     SCALED    
 FD1364* NAVD 88     -       270.659  (meters)     887.99   (feet)  ADJUSTED  
 FD1364  ___________________________________________________________________
 FD1364  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1364  DYNAMIC HT  -         270.401 (meters)     887.14  (feet)  COMP
 FD1364  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FD1364
 FD1364  VERT ORDER  -  FIRST     CLASS II
 FD1364
 FD1364.The horizontal coordinates were scaled from a topographic map and have
 FD1364.an estimated accuracy of +/- 6 seconds.
 FD1364
 FD1364.The orthometric height was determined by differential leveling
 FD1364.and adjusted by the National Geodetic Survey in June 1991..
 FD1364
 FD1364.The geoid height was determined by GEOID03.
 FD1364
 FD1364.The dynamic height is computed by dividing the NAVD 88
 FD1364.geopotential number by the normal gravity value computed on the
 FD1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1364.degrees latitude (g = 980.6199 gals.).
 FD1364
 FD1364.The modeled gravity was interpolated from observed gravity values.
 FD1364
 FD1364;                    North         East    Units  Estimated Accuracy
 FD1364;SPC TN       -   101,550.      478,490.      MT  (+/- 180 meters Scaled)
 FD1364
 FD1364                          SUPERSEDED SURVEY CONTROL
 FD1364
 FD1364.No superseded survey control is available for this station.
 FD1364
 FD1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD695998(NAD 83)
 FD1364_MARKER: I = METAL ROD
 FD1364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1364_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1364_STAMPING: B 303 1984
 FD1364_MARK LOGO: NGS   
 FD1364_PROJECTION: RECESSED 2 CENTIMETERS
 FD1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1364+STABILITY: POSITION/ELEVATION WELL
 FD1364_ROD/PIPE-DEPTH: 9.97 meters
 FD1364_SLEEVE-DEPTH  : 6.09 meters
 FD1364
 FD1364  HISTORY     - Date     Condition        Report By
 FD1364  HISTORY     - 1984     MONUMENTED       NGS
 FD1364  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD1364
 FD1364                          STATION DESCRIPTION
 FD1364
 FD1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1364'IN LAWRENCEBURG.
 FD1364'IN LAWRENCEBURG, IN THE LAWN ON THE TOWN SQUARE BETWEEN TWO SIDEWALKS
 FD1364'AND BETWEEN THE FLAGPOLE AND THE DAVID CROCKETT MONUMENT, 5.5 METERS
 FD1364'(18.2 FT) SOUTH OF THE SOUTH FACE OF THE MONUMENT, 3.84 METERS
 FD1364'(12.6 FT) NORTH OF THE FLAGPOLE, 1.40 METERS (4.6 FT) EAST OF THE EAST
 FD1364'EDGE OF THE NORTH-SOUTH SIDEWALK ON THE WEST SIDE, 1.79 METERS
 FD1364'(5.9 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK ON THE EAST
 FD1364'SIDE, AND 4.99 METERS (16.4 FT) SOUTH OF BENCH MARK Y 9 RESET 1971.
 FD1364'THE MARK IS ABOVE LEVEL WITH SIDEWALKS.
 FD1364
 FD1364                          STATION RECOVERY (2001)
 FD1364
 FD1364'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1364'LOCATION OF MARK IS NOW COVERED BY A CONCRETE BASE SUPPORTING A LIGHT
 FD1364'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1973 ***********************************************************************
 GC1973  DESIGNATION -  B 304
 GC1973  PID         -  GC1973
 GC1973  STATE/COUNTY-  TN/DAVIDSON
 GC1973  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1973
 GC1973                         *CURRENT SURVEY CONTROL
 GC1973  ___________________________________________________________________
 GC1973* NAD 83(1986)-  36 11 54.     (N)    086 50 33.     (W)     SCALED    
 GC1973* NAVD 88     -       153.885  (meters)     504.87   (feet)  ADJUSTED  
 GC1973  ___________________________________________________________________
 GC1973  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1973  DYNAMIC HT  -         153.752 (meters)     504.43  (feet)  COMP
 GC1973  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GC1973
 GC1973  VERT ORDER  -  FIRST     CLASS II
 GC1973
 GC1973.The horizontal coordinates were scaled from a topographic map and have
 GC1973.an estimated accuracy of +/- 6 seconds.
 GC1973
 GC1973.The orthometric height was determined by differential leveling
 GC1973.and adjusted by the National Geodetic Survey in June 1991..
 GC1973
 GC1973.The geoid height was determined by GEOID03.
 GC1973
 GC1973.The dynamic height is computed by dividing the NAVD 88
 GC1973.geopotential number by the normal gravity value computed on the
 GC1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1973.degrees latitude (g = 980.6199 gals.).
 GC1973
 GC1973.The modeled gravity was interpolated from observed gravity values.
 GC1973
 GC1973;                    North         East    Units  Estimated Accuracy
 GC1973;SPC TN       -   207,250.      524,230.      MT  (+/- 180 meters Scaled)
 GC1973
 GC1973                          SUPERSEDED SURVEY CONTROL
 GC1973
 GC1973.No superseded survey control is available for this station.
 GC1973
 GC1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF141059(NAD 83)
 GC1973_MARKER: DB = BENCH MARK DISK
 GC1973_SETTING: 66 = SET IN ROCK OUTCROP
 GC1973_SP_SET: ROCK OUTCROP
 GC1973_STAMPING: B 304 1984
 GC1973_MARK LOGO: NGS   
 GC1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1973+STABILITY: POSITION/ELEVATION WELL
 GC1973
 GC1973  HISTORY     - Date     Condition        Report By
 GC1973  HISTORY     - 1984     MONUMENTED       NGS
 GC1973
 GC1973                          STATION DESCRIPTION
 GC1973
 GC1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1973'1.6 KM (1.0 MI) NW FROM NASHVILLE.
 GC1973'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1973'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE IN NASHVILLE, THENCE
 GC1973'0.5 KM (0.3 MI) WEST-NORTHWEST ALONG STATE ROUTE 12 TO THE MARK ON THE
 GC1973'LEFT, A DISK SET IN BEDROCK, 8.87 METERS (29.1 FT) SOUTH OF THE
 GC1973'CENTERLINE OF THE STATE ROUTE 12, 14.33 METERS (47.0 FT) NORTH OF THE
 GC1973'NORTHEAST CORNER OF THE 2ND CINDER BLOCK BUILDING FROM THE WEST END OF
 GC1973'FOUR, 13.81 METERS (45.3 FT) EAST OF THE APPROXIMATE CENTER OF THE
 GC1973'WEST DRIVEWAY TO FOUR CINDER BLOCK BUILDINGS, 9.11 METERS (29.9 FT)
 GC1973'WEST OF THE APPROXIMATE CENTER OF THE EAST DRIVEWAY TO THE BUILDINGS,
 GC1973'AND 1.80 METERS (5.9 FT) SOUTHWEST OF A POWERLINE POLE.
 GC1973'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 GC1973'THE MARK IS ABOVE LEVEL WITH ROUTE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1997 ***********************************************************************
 GC1997  DESIGNATION -  B 305
 GC1997  PID         -  GC1997
 GC1997  STATE/COUNTY-  TN/CHEATHAM
 GC1997  USGS QUAD   -  HENRIETTA (1983)
 GC1997
 GC1997                         *CURRENT SURVEY CONTROL
 GC1997  ___________________________________________________________________
 GC1997* NAD 83(1986)-  36 22 53.     (N)    087 11 15.     (W)     SCALED    
 GC1997* NAVD 88     -       140.769  (meters)     461.84   (feet)  ADJUSTED  
 GC1997  ___________________________________________________________________
 GC1997  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1997  DYNAMIC HT  -         140.651 (meters)     461.45  (feet)  COMP
 GC1997  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 GC1997
 GC1997  VERT ORDER  -  FIRST     CLASS II
 GC1997
 GC1997.The horizontal coordinates were scaled from a topographic map and have
 GC1997.an estimated accuracy of +/- 6 seconds.
 GC1997
 GC1997.The orthometric height was determined by differential leveling
 GC1997.and adjusted by the National Geodetic Survey in June 1991..
 GC1997
 GC1997.The geoid height was determined by GEOID03.
 GC1997
 GC1997.The dynamic height is computed by dividing the NAVD 88
 GC1997.geopotential number by the normal gravity value computed on the
 GC1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1997.degrees latitude (g = 980.6199 gals.).
 GC1997
 GC1997.The modeled gravity was interpolated from observed gravity values.
 GC1997
 GC1997;                    North         East    Units  Estimated Accuracy
 GC1997;SPC TN       -   227,880.      493,450.      MT  (+/- 180 meters Scaled)
 GC1997
 GC1997                          SUPERSEDED SURVEY CONTROL
 GC1997
 GC1997.No superseded survey control is available for this station.
 GC1997
 GC1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF831262(NAD 83)
 GC1997_MARKER: DB = BENCH MARK DISK
 GC1997_SETTING: 66 = SET IN ROCK OUTCROP
 GC1997_SP_SET: ROCK OUTCROP
 GC1997_STAMPING: B 305 1984
 GC1997_MARK LOGO: NGS   
 GC1997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1997+STABILITY: POSITION/ELEVATION WELL
 GC1997
 GC1997  HISTORY     - Date     Condition        Report By
 GC1997  HISTORY     - 1984     MONUMENTED       NGS
 GC1997
 GC1997                          STATION DESCRIPTION
 GC1997
 GC1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1997'6.8 KM (4.25 MI) NW FROM CHEAP HILL.
 GC1997'6.8 KM (4.25 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1997'IN CHEAP HILL TO A LARGE ROCK IN THE CUT BANK AND THE MARK ON THE
 GC1997'LEFT, A DISK SET VERTICALLY IN THE NORTHEAST FACE OF THE ROCK, 0.2 KM
 GC1997'(0.1 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE BRIDGE OVER
 GC1997'HALF-PONE CREEK, 8.20 METERS (26.9 FT) SOUTHWEST OF THE CENTERLINE OF
 GC1997'THE HIGHWAY, AND 0.49 METERS (1.6 FT) SOUTHEAST OF THE NORTHWEST EDGE
 GC1997'OF THE ROCK.
 GC1997'THE MARK IS 0.91 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2284 ***********************************************************************
 FF2284  DESIGNATION -  B 307
 FF2284  PID         -  FF2284
 FF2284  STATE/COUNTY-  TN/SHELBY
 FF2284  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2284
 FF2284                         *CURRENT SURVEY CONTROL
 FF2284  ___________________________________________________________________
 FF2284* NAD 83(1986)-  35 02 33.     (N)    090 04 00.     (W)     SCALED    
 FF2284* NAVD 88     -        84.775  (meters)     278.13   (feet)  ADJUSTED  
 FF2284  ___________________________________________________________________
 FF2284  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2284  DYNAMIC HT  -          84.696 (meters)     277.87  (feet)  COMP
 FF2284  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FF2284
 FF2284  VERT ORDER  -  FIRST     CLASS II
 FF2284
 FF2284.The horizontal coordinates were scaled from a topographic map and have
 FF2284.an estimated accuracy of +/- 6 seconds.
 FF2284
 FF2284.The orthometric height was determined by differential leveling
 FF2284.and adjusted by the National Geodetic Survey in July 1994..
 FF2284
 FF2284.The geoid height was determined by GEOID03.
 FF2284
 FF2284.The dynamic height is computed by dividing the NAVD 88
 FF2284.geopotential number by the normal gravity value computed on the
 FF2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2284.degrees latitude (g = 980.6199 gals.).
 FF2284
 FF2284.The modeled gravity was interpolated from observed gravity values.
 FF2284
 FF2284;                    North         East    Units  Estimated Accuracy
 FF2284;SPC TN       -    86,390.      229,040.      MT  (+/- 180 meters Scaled)
 FF2284
 FF2284                          SUPERSEDED SURVEY CONTROL
 FF2284
 FF2284.No superseded survey control is available for this station.
 FF2284
 FF2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU675816(NAD 83)
 FF2284_MARKER: I = METAL ROD
 FF2284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2284_SP_SET: STAINLESS STEEL ROD
 FF2284_STAMPING: B 307 1991
 FF2284_MARK LOGO: NGS   
 FF2284_PROJECTION: RECESSED 10 CENTIMETERS
 FF2284_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2284+STABILITY: POSITION/ELEVATION WELL
 FF2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2284+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF2284_ROD/PIPE-DEPTH: 9.8  meters
 FF2284
 FF2284  HISTORY     - Date     Condition        Report By
 FF2284  HISTORY     - 1991     MONUMENTED       NGS
 FF2284  HISTORY     - 19940828 GOOD             TN1620
 FF2284  HISTORY     - 20021028 GOOD             USACE
 FF2284
 FF2284                          STATION DESCRIPTION
 FF2284
 FF2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2284'IN MEMPHIS, AT THE INTERSECTION OF U.S. HIGHWAY 61 (SOUTH 3RD STREET)
 FF2284'AND LEVI ROAD, 81.4 M (267.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND
 FF2284'LANES OF THE HIGHWAY, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE
 FF2284'ROAD, 0.5 M (1.6 FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF
 FF2284'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 FF2284'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2284
 FF2284                          STATION RECOVERY (1994)
 FF2284
 FF2284'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF2284'RECOVERED IN GOOD CONDITION.
 FF2284
 FF2284                          STATION RECOVERY (2002)
 FF2284
 FF2284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5901 ***********************************************************************
 AA5901  DESIGNATION -  B 308
 AA5901  PID         -  AA5901
 AA5901  STATE/COUNTY-  TN/SHELBY
 AA5901  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AA5901
 AA5901                         *CURRENT SURVEY CONTROL
 AA5901  ___________________________________________________________________
 AA5901* NAD 83(1986)-  35 05 08.     (N)    089 58 14.     (W)     SCALED    
 AA5901* NAVD 88     -        84.809  (meters)     278.24   (feet)  ADJUSTED  
 AA5901  ___________________________________________________________________
 AA5901  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA5901  DYNAMIC HT  -          84.731 (meters)     277.99  (feet)  COMP
 AA5901  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 AA5901
 AA5901  VERT ORDER  -  FIRST     CLASS II
 AA5901
 AA5901.The horizontal coordinates were scaled from a topographic map and have
 AA5901.an estimated accuracy of +/- 6 seconds.
 AA5901
 AA5901.The orthometric height was determined by differential leveling
 AA5901.and adjusted by the National Geodetic Survey in April 2001..
 AA5901
 AA5901.The geoid height was determined by GEOID03.
 AA5901
 AA5901.The dynamic height is computed by dividing the NAVD 88
 AA5901.geopotential number by the normal gravity value computed on the
 AA5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5901.degrees latitude (g = 980.6199 gals.).
 AA5901
 AA5901.The modeled gravity was interpolated from observed gravity values.
 AA5901
 AA5901;                    North         East    Units  Estimated Accuracy
 AA5901;SPC TN       -    90,800.      238,000.      MT  (+/- 180 meters Scaled)
 AA5901
 AA5901                          SUPERSEDED SURVEY CONTROL
 AA5901
 AA5901.No superseded survey control is available for this station.
 AA5901
 AA5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD291865(NAD 83)
 AA5901_MARKER: DD = SURVEY DISK
 AA5901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5901_SP_SET: CULVERT HEADWALL
 AA5901_STAMPING: B 308 1995
 AA5901_MARK LOGO: NOS   
 AA5901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5901+STABILITY: SURFACE MOTION
 AA5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5901+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AA5901
 AA5901  HISTORY     - Date     Condition        Report By
 AA5901  HISTORY     - 1995     MONUMENTED       NGS
 AA5901  HISTORY     - 20021016 GOOD             USACE
 AA5901
 AA5901                          STATION DESCRIPTION
 AA5901
 AA5901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA5901'THE STATION IS LOCATED AT THE INTERSECTION OF THE ST.  LOUIS-SAN
 AA5901'FRANCISCO RAILROAD LINE AND PENDLETON STREET.  TO REACH THE STATION
 AA5901'FROM THE INTERSECTION OF INTERSTATE 240 AND U.S.  HIGHWAY 78 (LAMAR
 AA5901'AVE.), GO NORTH ON U.S.  78 FOR 1.1 MI (1.8 KM) TO THE THREEWAY
 AA5901'INTERSECTION OF U.S.  78 (LAMAR AVE.), KIMBALL AVE.  AND PENDLETON ST.
 AA5901'THENCE, GO SOUTH ON PENDLETON ST.  FOR 0.6 MI (1.0 KM) TO THE RAILROAD
 AA5901'CROSSING, AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 AA5901'WEST END WALL OF A PIPE CULVERT CROSSING PENDLETON ST.  JUST SOUTH OF
 AA5901'THE RAILROAD CROSSING.  THE STATION IS 48 FT (14.6 M) NORTH OF A
 AA5901'POWERPOLE (NO.  76356) , 40 FT (12.2 M) WEST OF THE CENTERLINE OF
 AA5901'PENDLETON ST.  AND 25 FT (7.6 M) SOUTH OF THE SOUTHERN TRACK
 AA5901'CENTERLINE.
 AA5901
 AA5901                          STATION RECOVERY (2002)
 AA5901
 AA5901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 AA5901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1071 ***********************************************************************
 FD1071  DESIGNATION -  B 31
 FD1071  PID         -  FD1071
 FD1071  STATE/COUNTY-  TN/PERRY
 FD1071  USGS QUAD   -  LINDEN (1968)
 FD1071
 FD1071                         *CURRENT SURVEY CONTROL
 FD1071  ___________________________________________________________________
 FD1071* NAD 83(1986)-  35 37 22.     (N)    087 50 02.     (W)     SCALED    
 FD1071* NAVD 88     -       151.051  (meters)     495.57   (feet)  ADJUSTED  
 FD1071  ___________________________________________________________________
 FD1071  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1071  DYNAMIC HT  -         150.915 (meters)     495.13  (feet)  COMP
 FD1071  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FD1071
 FD1071  VERT ORDER  -  SECOND    CLASS 0
 FD1071
 FD1071.The horizontal coordinates were scaled from a topographic map and have
 FD1071.an estimated accuracy of +/- 6 seconds.
 FD1071
 FD1071.The orthometric height was determined by differential leveling
 FD1071.and adjusted by the National Geodetic Survey in June 1991..
 FD1071
 FD1071.The geoid height was determined by GEOID03.
 FD1071
 FD1071.The dynamic height is computed by dividing the NAVD 88
 FD1071.geopotential number by the normal gravity value computed on the
 FD1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1071.degrees latitude (g = 980.6199 gals.).
 FD1071
 FD1071.The modeled gravity was interpolated from observed gravity values.
 FD1071
 FD1071;                    North         East    Units  Estimated Accuracy
 FD1071;SPC TN       -   144,620.      433,880.      MT  (+/- 180 meters Scaled)
 FD1071
 FD1071                          SUPERSEDED SURVEY CONTROL
 FD1071
 FD1071  NGVD 29 (??/??/92)  151.047  (m)          495.56   (f) ADJ UNCH    2 0
 FD1071
 FD1071.Superseded values are not recommended for survey control.
 FD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1071.See file dsdata.txt to determine how the superseded data were derived.
 FD1071
 FD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE244424(NAD 83)
 FD1071_MARKER: DB = BENCH MARK DISK
 FD1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1071_STAMPING: B 31 1934
 FD1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1071+STABILITY: SURFACE MOTION
 FD1071
 FD1071  HISTORY     - Date     Condition        Report By
 FD1071  HISTORY     - 1934     MONUMENTED       CGS
 FD1071  HISTORY     - 1949     MARK NOT FOUND   NGS
 FD1071
 FD1071                          STATION DESCRIPTION
 FD1071
 FD1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1071'0.5 MI N FROM LINDEN.
 FD1071'0.5 MILE NORTH ALONG STATE HIGHWAY 13 FROM LINDEN, PERRY COUNTY,
 FD1071'200 YARDS NORTH OF THE 1934 CITY LIMITS SIGN, AT THE FIRST
 FD1071'HOUSE NORTH OF TOWN ON THE WEST SIDE OF THE HIGHWAY, 21 FEET
 FD1071'WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A GATE
 FD1071'AT A FENCE CORNER, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 FD1071'DISK, STAMPED B 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD1071'NOTE-- STATE HIGHWAY 13 HAS BEEN RELOCATED AND THIS MARK IS ON
 FD1071'THE OLD HIGHWAY.  A GRADED STREET LEADS WEST FROM THE OLD
 FD1071'HIGHWAY BED PRESUMABLY WHERE THE GATE MENTIONED IN THE DESCRIPTION
 FD1071'HAD BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0879 ***********************************************************************
 GC0879  DESIGNATION -  B 31
 GC0879  PID         -  GC0879
 GC0879  STATE/COUNTY-  TN/DAVIDSON
 GC0879  USGS QUAD   -  WHITES CREEK (1994)
 GC0879
 GC0879                         *CURRENT SURVEY CONTROL
 GC0879  ___________________________________________________________________
 GC0879* NAD 83(1986)-  36 19 17.     (N)    086 51 42.     (W)     SCALED    
 GC0879* NAVD 88     -       253.198  (meters)     830.70   (feet)  ADJUSTED  
 GC0879  ___________________________________________________________________
 GC0879  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0879  DYNAMIC HT  -         252.980 (meters)     829.99  (feet)  COMP
 GC0879  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0879
 GC0879  VERT ORDER  -  SECOND    CLASS 0
 GC0879
 GC0879.The horizontal coordinates were scaled from a topographic map and have
 GC0879.an estimated accuracy of +/- 6 seconds.
 GC0879
 GC0879.The orthometric height was determined by differential leveling
 GC0879.and adjusted by the National Geodetic Survey in June 1991..
 GC0879
 GC0879.The geoid height was determined by GEOID03.
 GC0879
 GC0879.The dynamic height is computed by dividing the NAVD 88
 GC0879.geopotential number by the normal gravity value computed on the
 GC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0879.degrees latitude (g = 980.6199 gals.).
 GC0879
 GC0879.The modeled gravity was interpolated from observed gravity values.
 GC0879
 GC0879;                    North         East    Units  Estimated Accuracy
 GC0879;SPC TN       -   220,920.      522,630.      MT  (+/- 180 meters Scaled)
 GC0879
 GC0879                          SUPERSEDED SURVEY CONTROL
 GC0879
 GC0879  NGVD 29 (??/??/92)  253.242  (m)          830.84   (f) ADJ UNCH    2 0
 GC0879
 GC0879.Superseded values are not recommended for survey control.
 GC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0879.See file dsdata.txt to determine how the superseded data were derived.
 GC0879
 GC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124196(NAD 83)
 GC0879_MARKER: DD = SURVEY DISK
 GC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0879_STAMPING: B 31
 GC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0879+STABILITY: SURFACE MOTION
 GC0879
 GC0879  HISTORY     - Date     Condition        Report By
 GC0879  HISTORY     - UNK      MONUMENTED       TNHD
 GC0879  HISTORY     - 1965     GOOD             TNHD
 GC0879
 GC0879                          STATION DESCRIPTION
 GC0879
 GC0879'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0879'0.4 MI NE FROM JOELTON.
 GC0879'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0879'IN JOELTON, GO EASTERLY, THEN NORTHERLY FOR 0.5 MILE ON UNION
 GC0879'HILL ROAD TO A SHORT GRAVELED DRIVE AND THE MARK ON THE RIGHT,
 GC0879'27 FEET EAST OF THE APPROXIMATE CENTER OF UNION HILL ROAD, 25 FEET
 GC0879'SOUTHWEST OF A 2-FOOT ELM TREE AND 11 FEET NORTH OF THE APPROXIMATE
 GC0879'CENTER OF THE GRAVELED DRIVE.  IT IS A METAL DISK SET IN THE
 GC0879'TOP OF A 4-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT
 GC0879'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1481 ***********************************************************************
 FC1481  DESIGNATION -  B 32
 FC1481  PID         -  FC1481
 FC1481  STATE/COUNTY-  TN/WARREN
 FC1481  USGS QUAD   -  CENTERTOWN (1984)
 FC1481
 FC1481                         *CURRENT SURVEY CONTROL
 FC1481  ___________________________________________________________________
 FC1481* NAD 83(1986)-  35 43 17.     (N)    085 54 49.     (W)     SCALED    
 FC1481* NAVD 88     -       315.321  (meters)    1034.52   (feet)  ADJUSTED  
 FC1481  ___________________________________________________________________
 FC1481  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1481  DYNAMIC HT  -         315.026 (meters)    1033.55  (feet)  COMP
 FC1481  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FC1481
 FC1481  VERT ORDER  -  SECOND    CLASS 0
 FC1481
 FC1481.The horizontal coordinates were scaled from a topographic map and have
 FC1481.an estimated accuracy of +/- 6 seconds.
 FC1481
 FC1481.The orthometric height was determined by differential leveling
 FC1481.and adjusted by the National Geodetic Survey in June 1991..
 FC1481
 FC1481.The geoid height was determined by GEOID03.
 FC1481
 FC1481.The dynamic height is computed by dividing the NAVD 88
 FC1481.geopotential number by the normal gravity value computed on the
 FC1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1481.degrees latitude (g = 980.6199 gals.).
 FC1481
 FC1481.The modeled gravity was interpolated from observed gravity values.
 FC1481
 FC1481;                    North         East    Units  Estimated Accuracy
 FC1481;SPC TN       -   154,010.      607,820.      MT  (+/- 180 meters Scaled)
 FC1481
 FC1481                          SUPERSEDED SURVEY CONTROL
 FC1481
 FC1481.No superseded survey control is available for this station.
 FC1481
 FC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE982535(NAD 83)
 FC1481_MARKER: DB = BENCH MARK DISK
 FC1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1481_SP_SET: CURB
 FC1481_STAMPING: B 32 1934
 FC1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1481
 FC1481  HISTORY     - Date     Condition        Report By
 FC1481  HISTORY     - 1934     MONUMENTED       CGS
 FC1481  HISTORY     - 1935     GOOD             NGS
 FC1481  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1481
 FC1481                          STATION DESCRIPTION
 FC1481
 FC1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1481'0.5 MI SE FROM CENTERTOWN.
 FC1481'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL
 FC1481'STORE AT CENTERTOWN, WARREN COUNTY, AT A HIGHWAY BRIDGE, AND IN
 FC1481'THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB.  A STANDARD
 FC1481'DISK, STAMPED B 32 1934.
 FC1481
 FC1481                          STATION RECOVERY (2002)
 FC1481
 FC1481'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1481'BRIDGE CURB HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0235 ***********************************************************************
 FD0235  DESIGNATION -  B 33
 FD0235  PID         -  FD0235
 FD0235  STATE/COUNTY-  TN/BEDFORD
 FD0235  USGS QUAD   -  SHELBYVILLE (1981)
 FD0235
 FD0235                         *CURRENT SURVEY CONTROL
 FD0235  ___________________________________________________________________
 FD0235* NAD 83(1986)-  35 29 59.     (N)    086 23 20.     (W)     SCALED    
 FD0235* NAVD 88     -       250.439  (meters)     821.65   (feet)  ADJUSTED  
 FD0235  ___________________________________________________________________
 FD0235  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0235  DYNAMIC HT  -         250.211 (meters)     820.90  (feet)  COMP
 FD0235  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FD0235
 FD0235  VERT ORDER  -  SECOND    CLASS 0
 FD0235
 FD0235.The horizontal coordinates were scaled from a topographic map and have
 FD0235.an estimated accuracy of +/- 6 seconds.
 FD0235
 FD0235.The orthometric height was determined by differential leveling
 FD0235.and adjusted by the National Geodetic Survey in June 1991..
 FD0235
 FD0235.The geoid height was determined by GEOID03.
 FD0235
 FD0235.The dynamic height is computed by dividing the NAVD 88
 FD0235.geopotential number by the normal gravity value computed on the
 FD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0235.degrees latitude (g = 980.6199 gals.).
 FD0235
 FD0235.The modeled gravity was interpolated from observed gravity values.
 FD0235
 FD0235;                    North         East    Units  Estimated Accuracy
 FD0235;SPC TN       -   129,480.      564,720.      MT  (+/- 180 meters Scaled)
 FD0235
 FD0235                          SUPERSEDED SURVEY CONTROL
 FD0235
 FD0235  NGVD 29 (??/??/92)  250.438  (m)          821.65   (f) ADJ UNCH    2 0
 FD0235
 FD0235.Superseded values are not recommended for survey control.
 FD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0235.See file dsdata.txt to determine how the superseded data were derived.
 FD0235
 FD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE554286(NAD 83)
 FD0235_MARKER: DB = BENCH MARK DISK
 FD0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0235_STAMPING: B 33 1934
 FD0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0235+STABILITY: SURFACE MOTION
 FD0235
 FD0235  HISTORY     - Date     Condition        Report By
 FD0235  HISTORY     - 1934     MONUMENTED       CGS
 FD0235  HISTORY     - 1957     GOOD             NGS
 FD0235  HISTORY     - 1958     GOOD             NGS
 FD0235  HISTORY     - 20010731 MARK NOT FOUND   TNDT
 FD0235
 FD0235                          STATION DESCRIPTION
 FD0235
 FD0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FD0235'4 MI NE FROM SHELBYVILLE.
 FD0235'4.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0235'LOUIS RAILWAY FROM SHELBYVILLE, BEDFORD COUNTY, MIDWAY BETWEEN
 FD0235'SHELBYVILLE AND WARTRACE, 4 RAILS EAST OF MILEPOST 4, 25 FEET
 FD0235'NORTH OF A ROAD, AND 16.2 FEET SOUTH OF THE SOUTH RAIL.  A
 FD0235'STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0235'POST.
 FD0235
 FD0235                          STATION RECOVERY (1958)
 FD0235
 FD0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FD0235'RECOVERED IN GOOD CONDITION.
 FD0235
 FD0235                          STATION RECOVERY (2001)
 FD0235
 FD0235'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0875 ***********************************************************************
 GC0875  DESIGNATION -  B 34
 GC0875  PID         -  GC0875
 GC0875  STATE/COUNTY-  TN/DAVIDSON
 GC0875  USGS QUAD   -  WHITES CREEK (1994)
 GC0875
 GC0875                         *CURRENT SURVEY CONTROL
 GC0875  ___________________________________________________________________
 GC0875* NAD 83(1986)-  36 19 25.     (N)    086 52 27.     (W)     SCALED    
 GC0875* NAVD 88     -       248.913  (meters)     816.64   (feet)  ADJUSTED  
 GC0875  ___________________________________________________________________
 GC0875  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0875  DYNAMIC HT  -         248.699 (meters)     815.94  (feet)  COMP
 GC0875  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0875
 GC0875  VERT ORDER  -  SECOND    CLASS 0
 GC0875
 GC0875.The horizontal coordinates were scaled from a topographic map and have
 GC0875.an estimated accuracy of +/- 6 seconds.
 GC0875
 GC0875.The orthometric height was determined by differential leveling
 GC0875.and adjusted by the National Geodetic Survey in June 1991..
 GC0875
 GC0875.The geoid height was determined by GEOID03.
 GC0875
 GC0875.The dynamic height is computed by dividing the NAVD 88
 GC0875.geopotential number by the normal gravity value computed on the
 GC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0875.degrees latitude (g = 980.6199 gals.).
 GC0875
 GC0875.The modeled gravity was interpolated from observed gravity values.
 GC0875
 GC0875;                    North         East    Units  Estimated Accuracy
 GC0875;SPC TN       -   221,170.      521,510.      MT  (+/- 180 meters Scaled)
 GC0875
 GC0875                          SUPERSEDED SURVEY CONTROL
 GC0875
 GC0875  NGVD 29 (??/??/92)  248.959  (m)          816.79   (f) ADJ UNCH    2 0
 GC0875
 GC0875.Superseded values are not recommended for survey control.
 GC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0875.See file dsdata.txt to determine how the superseded data were derived.
 GC0875
 GC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF112198(NAD 83)
 GC0875_MARKER: DD = SURVEY DISK
 GC0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0875_STAMPING: B 34
 GC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0875+STABILITY: SURFACE MOTION
 GC0875
 GC0875  HISTORY     - Date     Condition        Report By
 GC0875  HISTORY     - UNK      MONUMENTED       TNHD
 GC0875  HISTORY     - 1965     GOOD             TNHD
 GC0875
 GC0875                          STATION DESCRIPTION
 GC0875
 GC0875'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0875'1 MI NW FROM JOELTON.
 GC0875'FROM THE INTERSECTION OF BINKELY ROAD AND EATONS CREEK ROAD,
 GC0875'ABOUT 1 MILE NORTHWEST OF JOELTON, GO WESTERLY ON BINKLEY ROAD
 GC0875'FOR 0.1 MILE TO A HOUSE ON THE LEFT AND THE MARK, 39 FEET
 GC0875'NORTHWEST OF THE NORTHWEST CORNER OF A GRAY ASBESTOS SHINGLED
 GC0875'HOUSE AND 26 FEET SOUTH OF THE APPROXIMATE CENTER OF BINKLEY ROAD.
 GC0875'IT IS A METAL DISK SET IN THE TOP OF A 4-INCH, ROUND, CONCRETE
 GC0875'MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0231 ***********************************************************************
 FE0231  DESIGNATION -  B 35
 FE0231  PID         -  FE0231
 FE0231  STATE/COUNTY-  TN/HARDIN
 FE0231  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0231
 FE0231                         *CURRENT SURVEY CONTROL
 FE0231  ___________________________________________________________________
 FE0231* NAD 83(1986)-  35 15 52.     (N)    088 17 27.     (W)     SCALED    
 FE0231* NAVD 88     -       113.306  (meters)     371.74   (feet)  ADJUSTED  
 FE0231  ___________________________________________________________________
 FE0231  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE0231  DYNAMIC HT  -         113.204 (meters)     371.40  (feet)  COMP
 FE0231  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 FE0231
 FE0231  VERT ORDER  -  FIRST     CLASS II
 FE0231
 FE0231.The horizontal coordinates were scaled from a topographic map and have
 FE0231.an estimated accuracy of +/- 6 seconds.
 FE0231
 FE0231.The orthometric height was determined by differential leveling
 FE0231.and adjusted by the National Geodetic Survey in June 1991..
 FE0231
 FE0231.The geoid height was determined by GEOID03.
 FE0231
 FE0231.The dynamic height is computed by dividing the NAVD 88
 FE0231.geopotential number by the normal gravity value computed on the
 FE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0231.degrees latitude (g = 980.6199 gals.).
 FE0231
 FE0231.The modeled gravity was interpolated from observed gravity values.
 FE0231
 FE0231;                    North         East    Units  Estimated Accuracy
 FE0231;SPC TN       -   105,750.      391,570.      MT  (+/- 180 meters Scaled)
 FE0231
 FE0231                          SUPERSEDED SURVEY CONTROL
 FE0231
 FE0231  NGVD 29 (??/??/??)  113.320  (m)          371.78   (f) ADJUSTED    1 2
 FE0231
 FE0231.Superseded values are not recommended for survey control.
 FE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0231.See file dsdata.txt to determine how the superseded data were derived.
 FE0231
 FE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE825031(NAD 83)
 FE0231_MARKER: DB = BENCH MARK DISK
 FE0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0231_STAMPING: B 35 1934 371.764
 FE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0231+STABILITY: SURFACE MOTION
 FE0231
 FE0231  HISTORY     - Date     Condition        Report By
 FE0231  HISTORY     - 1934     MONUMENTED       CGS
 FE0231  HISTORY     - 1947     GOOD             CGS
 FE0231  HISTORY     - 1973     GOOD             TVA
 FE0231
 FE0231                          STATION DESCRIPTION
 FE0231
 FE0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0231'5.2 MI NW FROM SAVANNAH.
 FE0231'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0231'SAVANNAH, THENCE ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0231'ABOUT 0.3 MILE SOUTH OF THE BRIDGE OVER BEASON CREEK, SET AT
 FE0231'THE SOUTHWEST END OF A ROW OF HEDGE TREES BETWEEN TWO CULTIVATED
 FE0231'FIELDS, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0231'27 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF A DIM ROAD
 FE0231'LEADING SOUTHWEST ACROSS A FIELD, 1.5 FEET NORTHEAST OF THE
 FE0231'LINE OF POSTS LEADING NORTHWEST, 2 FEET NORTHEAST OF A WHITE
 FE0231'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 FE0231'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MONUMENT
 FE0231'IS AT GROUND LEVEL 5 FT N OF ROAD DITCH AND 6 FT SW OF N-S
 FE0231'FENCELINE.  POST AND SURVEY SIGN SET 9.0 IN N 60 E FROM MONUMENT,
 FE0231'11.2 N60E TO 10 IN HACKBERRY, 52.0 S55W TO CORNER FENCE POST.
 FE0231'A STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0231
 FE0231                          STATION RECOVERY (1973)
 FE0231
 FE0231'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0330 ***********************************************************************
 FE0330  DESIGNATION -  B 36
 FE0330  PID         -  FE0330
 FE0330  STATE/COUNTY-  TN/HARDIN
 FE0330  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0330
 FE0330                         *CURRENT SURVEY CONTROL
 FE0330  ___________________________________________________________________
 FE0330* NAD 83(1986)-  35 14 40.     (N)    088 06 52.     (W)     SCALED    
 FE0330* NAVD 88     -       142.768  (meters)     468.40   (feet)  ADJUSTED  
 FE0330  ___________________________________________________________________
 FE0330  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0330  DYNAMIC HT  -         142.637 (meters)     467.97  (feet)  COMP
 FE0330  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FE0330
 FE0330  VERT ORDER  -  SECOND    CLASS 0
 FE0330
 FE0330.The horizontal coordinates were scaled from a topographic map and have
 FE0330.an estimated accuracy of +/- 6 seconds.
 FE0330
 FE0330.The orthometric height was determined by differential leveling
 FE0330.and adjusted by the National Geodetic Survey in June 1991..
 FE0330
 FE0330.The geoid height was determined by GEOID03.
 FE0330
 FE0330.The dynamic height is computed by dividing the NAVD 88
 FE0330.geopotential number by the normal gravity value computed on the
 FE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0330.degrees latitude (g = 980.6199 gals.).
 FE0330
 FE0330.The modeled gravity was interpolated from observed gravity values.
 FE0330
 FE0330;                    North         East    Units  Estimated Accuracy
 FE0330;SPC TN       -   103,170.      407,570.      MT  (+/- 180 meters Scaled)
 FE0330
 FE0330                          SUPERSEDED SURVEY CONTROL
 FE0330
 FE0330  NGVD 29 (??/??/??)  142.786  (m)          468.46   (f) ADJUSTED    2 0
 FE0330
 FE0330.Superseded values are not recommended for survey control.
 FE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0330.See file dsdata.txt to determine how the superseded data were derived.
 FE0330
 FE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE986007(NAD 83)
 FE0330_MARKER: DB = BENCH MARK DISK
 FE0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0330_SP_SET: CURB
 FE0330_STAMPING: B 36 1934
 FE0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0330
 FE0330  HISTORY     - Date     Condition        Report By
 FE0330  HISTORY     - 1934     MONUMENTED       CGS
 FE0330  HISTORY     - 1949     GOOD             CGS
 FE0330  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0330
 FE0330                          STATION DESCRIPTION
 FE0330
 FE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0330'5.2 MI W FROM OLIVE HILL.
 FE0330'5.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0330'COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE NORTH CURB,
 FE0330'3 FEET WEST OF THE EAST END OF THE CURB, AND 5 YARDS NORTH
 FE0330'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FE0330'B 36 1934.  NOTE-- HWY 64 HAS BEEN REBUILT AND BRIDGES WIDENED.
 FE0330
 FE0330                          STATION RECOVERY (1972)
 FE0330
 FE0330'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0813 ***********************************************************************
 FD0813  DESIGNATION -  B 37
 FD0813  PID         -  FD0813
 FD0813  STATE/COUNTY-  TN/LAWRENCE
 FD0813  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0813
 FD0813                         *CURRENT SURVEY CONTROL
 FD0813  ___________________________________________________________________
 FD0813* NAD 83(1986)-  35 14 31.     (N)    087 21 15.     (W)     SCALED    
 FD0813* NAVD 88     -       243.144  (meters)     797.71   (feet)  ADJUSTED  
 FD0813  ___________________________________________________________________
 FD0813  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0813  DYNAMIC HT  -         242.912 (meters)     796.95  (feet)  COMP
 FD0813  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FD0813
 FD0813  VERT ORDER  -  FIRST     CLASS II
 FD0813
 FD0813.The horizontal coordinates were scaled from a topographic map and have
 FD0813.an estimated accuracy of +/- 6 seconds.
 FD0813
 FD0813.The orthometric height was determined by differential leveling
 FD0813.and adjusted by the National Geodetic Survey in June 1991..
 FD0813
 FD0813.The geoid height was determined by GEOID03.
 FD0813
 FD0813.The dynamic height is computed by dividing the NAVD 88
 FD0813.geopotential number by the normal gravity value computed on the
 FD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0813.degrees latitude (g = 980.6199 gals.).
 FD0813
 FD0813.The modeled gravity was interpolated from observed gravity values.
 FD0813
 FD0813;                    North         East    Units  Estimated Accuracy
 FD0813;SPC TN       -   101,660.      476,750.      MT  (+/- 180 meters Scaled)
 FD0813
 FD0813                          SUPERSEDED SURVEY CONTROL
 FD0813
 FD0813  NGVD 29 (??/??/92)  243.130  (m)          797.67   (f) ADJ UNCH    1 2
 FD0813
 FD0813.Superseded values are not recommended for survey control.
 FD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0813.See file dsdata.txt to determine how the superseded data were derived.
 FD0813
 FD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD677999(NAD 83)
 FD0813_MARKER: DB = BENCH MARK DISK
 FD0813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0813_STAMPING: B 37 1934
 FD0813_MARK LOGO: CGS   
 FD0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0813
 FD0813  HISTORY     - Date     Condition        Report By
 FD0813  HISTORY     - 1934     MONUMENTED       CGS
 FD0813  HISTORY     - 1950     GOOD             NGS
 FD0813  HISTORY     - 1972     GOOD             TVA
 FD0813  HISTORY     - 1983     GOOD             NGS
 FD0813  HISTORY     - 20010226 GOOD             TNDT
 FD0813
 FD0813                          STATION DESCRIPTION
 FD0813
 FD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0813'1.3 MI W FROM LAWRENCEBURG.
 FD0813'1.3 MILES WEST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0813'COUNTY, AT THE TRUSS BRIDGE OVER SHOAL CREEK, ON THE SOUTHSIDE
 FD0813'OF THE WEST END, IN THE TOP OF THE RETAINING WALL, AND 6 INCHES
 FD0813'SOUTH OF THE BALUSTRADE.  A STANDARD DISK, STAMPED B 37 1934.
 FD0813'NOTE-- THE DESCRIPTION SHOULD READ-- 1.3 MILES WEST ALONG OLD
 FD0813'HIGHWAY 64.
 FD0813
 FD0813                          STATION RECOVERY (1972)
 FD0813
 FD0813'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0813'RECOVERED IN GOOD CONDITION.
 FD0813
 FD0813                          STATION RECOVERY (1983)
 FD0813
 FD0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0813'RECOVERED IN GOOD CONDITION.  NOTE, DISK IS SET IN OLD HIGHWAY 64
 FD0813'BRIDGE ABUTMENT.
 FD0813
 FD0813                          STATION RECOVERY (2001)
 FD0813
 FD0813'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1346 ***********************************************************************
 FC1346  DESIGNATION -  B 38
 FC1346  PID         -  FC1346
 FC1346  STATE/COUNTY-  TN/MARION
 FC1346  USGS QUAD   -  MONTEAGLE (1982)
 FC1346
 FC1346                         *CURRENT SURVEY CONTROL
 FC1346  ___________________________________________________________________
 FC1346* NAD 83(1986)-  35 13 27.     (N)    085 49 25.     (W)     SCALED    
 FC1346* NAVD 88     -       576.229  (meters)    1890.51   (feet)  ADJUSTED  
 FC1346  ___________________________________________________________________
 FC1346  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1346  DYNAMIC HT  -         575.642 (meters)    1888.59  (feet)  COMP
 FC1346  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 FC1346
 FC1346  VERT ORDER  -  SECOND    CLASS 0
 FC1346
 FC1346.The horizontal coordinates were scaled from a topographic map and have
 FC1346.an estimated accuracy of +/- 6 seconds.
 FC1346
 FC1346.The orthometric height was determined by differential leveling
 FC1346.and adjusted by the National Geodetic Survey in June 1991..
 FC1346
 FC1346.The geoid height was determined by GEOID03.
 FC1346
 FC1346.The dynamic height is computed by dividing the NAVD 88
 FC1346.geopotential number by the normal gravity value computed on the
 FC1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1346.degrees latitude (g = 980.6199 gals.).
 FC1346
 FC1346.The modeled gravity was interpolated from observed gravity values.
 FC1346
 FC1346;                    North         East    Units  Estimated Accuracy
 FC1346;SPC TN       -    98,850.      616,060.      MT  (+/- 180 meters Scaled)
 FC1346
 FC1346                          SUPERSEDED SURVEY CONTROL
 FC1346
 FC1346  NGVD 29 (??/??/92)  576.223  (m)         1890.49   (f) ADJ UNCH    2 0
 FC1346
 FC1346.Superseded values are not recommended for survey control.
 FC1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1346.See file dsdata.txt to determine how the superseded data were derived.
 FC1346
 FC1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD070985(NAD 83)
 FC1346_MARKER: DB = BENCH MARK DISK
 FC1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1346_STAMPING: B 38 1934
 FC1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1346+STABILITY: SURFACE MOTION
 FC1346
 FC1346  HISTORY     - Date     Condition        Report By
 FC1346  HISTORY     - 1934     MONUMENTED       CGS
 FC1346  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1346  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1346
 FC1346                          STATION DESCRIPTION
 FC1346
 FC1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1346'1.9 MI SE FROM MONTEAGLE.
 FC1346'IN MARION COUNTY, 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 2
 FC1346'FROM MONTEAGLE, GRUNDY COUNTY, 80 FEET SOUTH OF AN ABANDONED
 FC1346'FILLING STATION, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FC1346'8 FEET EAST OF THE EDGE OF A BANK, AND 3 FEET HIGHER THAN THE
 FC1346'HIGHWAY.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN THE TOP
 FC1346'OF A CONCRETE POST.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT, AND THE
 FC1346'MARK MAY BE COVERED BY HIGHWAY EQUIPMENT STORED IN THIS GENERAL
 FC1346'AREA.
 FC1346
 FC1346                          STATION RECOVERY (1962)
 FC1346
 FC1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1171 ***********************************************************************
 FC1171  DESIGNATION -  B 39
 FC1171  PID         -  FC1171
 FC1171  STATE/COUNTY-  TN/HAMILTON
 FC1171  USGS QUAD   -  OOLTEWAH (1976)
 FC1171
 FC1171                         *CURRENT SURVEY CONTROL
 FC1171  ___________________________________________________________________
 FC1171* NAD 83(1986)-  35 04 39.     (N)    085 04 00.     (W)     SCALED    
 FC1171* NAVD 88     -       241.144  (meters)     791.15   (feet)  ADJUSTED  
 FC1171  ___________________________________________________________________
 FC1171  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FC1171  DYNAMIC HT  -         240.903 (meters)     790.36  (feet)  COMP
 FC1171  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FC1171
 FC1171  VERT ORDER  -  SECOND    CLASS 0
 FC1171
 FC1171.The horizontal coordinates were scaled from a topographic map and have
 FC1171.an estimated accuracy of +/- 6 seconds.
 FC1171
 FC1171.The orthometric height was determined by differential leveling
 FC1171.and adjusted by the National Geodetic Survey in June 1991..
 FC1171
 FC1171.The geoid height was determined by GEOID03.
 FC1171
 FC1171.The dynamic height is computed by dividing the NAVD 88
 FC1171.geopotential number by the normal gravity value computed on the
 FC1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1171.degrees latitude (g = 980.6199 gals.).
 FC1171
 FC1171.The modeled gravity was interpolated from observed gravity values.
 FC1171
 FC1171;                    North         East    Units  Estimated Accuracy
 FC1171;SPC TN       -    82,970.      685,120.      MT  (+/- 180 meters Scaled)
 FC1171
 FC1171                          SUPERSEDED SURVEY CONTROL
 FC1171
 FC1171  NGVD 29 (??/??/92)  241.157  (m)          791.20   (f) ADJ UNCH    2 0
 FC1171
 FC1171.Superseded values are not recommended for survey control.
 FC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1171.See file dsdata.txt to determine how the superseded data were derived.
 FC1171
 FC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD762833(NAD 83)
 FC1171_MARKER: DB = BENCH MARK DISK
 FC1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1171_STAMPING: B 39 1934
 FC1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1171+STABILITY: SURFACE MOTION
 FC1171
 FC1171  HISTORY     - Date     Condition        Report By
 FC1171  HISTORY     - 1934     MONUMENTED       CGS
 FC1171  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1171  HISTORY     - 1972     MARK NOT FOUND   NGS
 FC1171
 FC1171                          STATION DESCRIPTION
 FC1171
 FC1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1171'AT OOLTEWAH.
 FC1171'AT OOLTEWAH, HAMILTON COUNTY, 70 FEET WEST OF THE SOUTHERN
 FC1171'RAILWAY PASSENGER STATION, 150 FEET EAST OF A SIGNAL TOWER, IN
 FC1171'THE CENTER OF A FLOWER BED, 20 FEET NORTH OF THE TRACK LEADING TO
 FC1171'ATLANTA, AND 20 FEET SOUTH OF THE TRACK LEADING TO CLEVELAND,
 FC1171'TENNESSEE.  A STANDARD DISK, STAMPED B 39 1934 AND SET IN THE TOP
 FC1171'OF A CONCRETE POST.  NOTE-- THE LOCATION OF MARK IS UNDER 12 INCHES
 FC1171'OF BLACK TOP WHICH IS NOW STATION PLATFORM.
 FC1171
 FC1171                          STATION RECOVERY (1972)
 FC1171
 FC1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1401 ***********************************************************************
 GC1401  DESIGNATION -  B 4
 GC1401  PID         -  GC1401
 GC1401  STATE/COUNTY-  TN/CHEATHAM
 GC1401  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1401
 GC1401                         *CURRENT SURVEY CONTROL
 GC1401  ___________________________________________________________________
 GC1401* NAD 83(1986)-  36 20 31.     (N)    087 13 46.     (W)     SCALED    
 GC1401* NAVD 88     -       125.029  (meters)     410.20   (feet)  ADJUSTED  
 GC1401  ___________________________________________________________________
 GC1401  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1401  DYNAMIC HT  -         124.925 (meters)     409.86  (feet)  COMP
 GC1401  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GC1401
 GC1401  VERT ORDER  -  FIRST     CLASS II
 GC1401
 GC1401.The horizontal coordinates were scaled from a topographic map and have
 GC1401.an estimated accuracy of +/- 6 seconds.
 GC1401
 GC1401.The orthometric height was determined by differential leveling
 GC1401.and adjusted by the National Geodetic Survey in June 1991..
 GC1401
 GC1401.The geoid height was determined by GEOID03.
 GC1401
 GC1401.The dynamic height is computed by dividing the NAVD 88
 GC1401.geopotential number by the normal gravity value computed on the
 GC1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1401.degrees latitude (g = 980.6199 gals.).
 GC1401
 GC1401.The modeled gravity was interpolated from observed gravity values.
 GC1401
 GC1401;                    North         East    Units  Estimated Accuracy
 GC1401;SPC TN       -   223,550.      489,630.      MT  (+/- 180 meters Scaled)
 GC1401
 GC1401                          SUPERSEDED SURVEY CONTROL
 GC1401
 GC1401  NGVD 29 (??/??/92)  125.089  (m)          410.40   (f) ADJ UNCH    1 2
 GC1401
 GC1401.Superseded values are not recommended for survey control.
 GC1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1401.See file dsdata.txt to determine how the superseded data were derived.
 GC1401
 GC1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF794219(NAD 83)
 GC1401_MARKER: B = BOLT
 GC1401_SETTING: 66 = SET IN ROCK OUTCROP
 GC1401_SP_SET: ROCK CUT
 GC1401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1401+STABILITY: POSITION/ELEVATION WELL
 GC1401
 GC1401  HISTORY     - Date     Condition        Report By
 GC1401  HISTORY     - UNK      MONUMENTED       CGS
 GC1401  HISTORY     - 1949     GOOD             NGS
 GC1401  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1401
 GC1401                          STATION DESCRIPTION
 GC1401
 GC1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1401'10.6 MI NW FROM ASHLAND CITY.
 GC1401'10.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1401'THE STATION AT ASHLAND CITY, AT DODDSBILLE, 115 YARDS EAST AND
 GC1401'ACROSS THE TRACK FROM THE STATION SIGN, 42 FEET NORTHWEST OF THE
 GC1401'SOUTHEAST END OF A ROCK CUT, 165.5 FEET NORTHWEST OF THE NORTH
 GC1401'CORNER OF TRESTLE NO. H 39-57 OVER ROAD AND A CREEK, 26.5 FEET
 GC1401'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 13 FEET
 GC1401'NORTHEAST OF THE NORTHEAST RAIL OF A SWITCH TRACK AND IS A
 GC1401'COPPER BOLT IN THE VERTICAL SOUTHWEST FACE OF A ROCKY CUT, AND
 GC1401'ABOUT 4 FEET ABOVE THE TRACK.
 GC1401
 GC1401                          STATION RECOVERY (1984)
 GC1401
 GC1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1401'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1135 ***********************************************************************
 FC1135  DESIGNATION -  B 40
 FC1135  PID         -  FC1135
 FC1135  STATE/COUNTY-  TN/HAMILTON
 FC1135  USGS QUAD   -  CHATTANOOGA (1976)
 FC1135
 FC1135                         *CURRENT SURVEY CONTROL
 FC1135  ___________________________________________________________________
 FC1135* NAD 83(1986)-  35 03 22.     (N)    085 18 34.     (W)     SCALED    
 FC1135* NAVD 88     -       207.972  (meters)     682.32   (feet)  ADJUSTED  
 FC1135  ___________________________________________________________________
 FC1135  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1135  DYNAMIC HT  -         207.765 (meters)     681.64  (feet)  COMP
 FC1135  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC1135
 FC1135  VERT ORDER  -  SECOND    CLASS 0
 FC1135
 FC1135.The horizontal coordinates were scaled from a topographic map and have
 FC1135.an estimated accuracy of +/- 6 seconds.
 FC1135
 FC1135.The orthometric height was determined by differential leveling
 FC1135.and adjusted by the National Geodetic Survey in June 1991..
 FC1135
 FC1135.The geoid height was determined by GEOID03.
 FC1135
 FC1135.The dynamic height is computed by dividing the NAVD 88
 FC1135.geopotential number by the normal gravity value computed on the
 FC1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1135.degrees latitude (g = 980.6199 gals.).
 FC1135
 FC1135.The modeled gravity was interpolated from observed gravity values.
 FC1135
 FC1135;                    North         East    Units  Estimated Accuracy
 FC1135;SPC TN       -    80,420.      663,000.      MT  (+/- 180 meters Scaled)
 FC1135
 FC1135                          SUPERSEDED SURVEY CONTROL
 FC1135
 FC1135  NGVD 29 (??/??/92)  208.008  (m)          682.44   (f) ADJ UNCH    2 0
 FC1135
 FC1135.Superseded values are not recommended for survey control.
 FC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1135.See file dsdata.txt to determine how the superseded data were derived.
 FC1135
 FC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD541805(NAD 83)
 FC1135_MARKER: DB = BENCH MARK DISK
 FC1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1135_SP_SET: CONC WALK
 FC1135_STAMPING: B 40 1934
 FC1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1135+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 FC1135
 FC1135  HISTORY     - Date     Condition        Report By
 FC1135  HISTORY     - 1934     MONUMENTED       CGS
 FC1135  HISTORY     - 1984     GOOD             USPSQD
 FC1135  HISTORY     - 20021031 GOOD             INDIV
 FC1135
 FC1135                          STATION DESCRIPTION
 FC1135
 FC1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1135'AT CHATTANOOGA.
 FC1135'AT CHATTANOOGA, HAMILTON COUNTY, AT THE SOUTHWEST CORNER OF
 FC1135'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER, 4 FEET NORTH
 FC1135'OF THE SOUTHWEST CONCRETE LIGHT-POST, 2 INCHES EAST OF THE GUARDRAIL,
 FC1135'AND IN THE CONCRETE WALK.  A STANDARD DISK, STAMPED B 40 1934.
 FC1135
 FC1135                          STATION RECOVERY (1984)
 FC1135
 FC1135'RECOVERY NOTE BY US POWER SQUADRON 1984
 FC1135'RECOVERED IN GOOD CONDITION.
 FC1135
 FC1135                          STATION RECOVERY (2002)
 FC1135
 FC1135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SWC)
 FC1135'RECOVERED BY CLEMONS SURVEYING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1121 ***********************************************************************
 FC1121  DESIGNATION -  B 41
 FC1121  PID         -  FC1121
 FC1121  STATE/COUNTY-  TN/MARION
 FC1121  USGS QUAD   -  KETNER GAP (1976)
 FC1121
 FC1121                         *CURRENT SURVEY CONTROL
 FC1121  ___________________________________________________________________
 FC1121* NAD 83(1986)-  35 14 51.     (N)    085 28 54.     (W)     SCALED    
 FC1121* NAVD 88     -       206.495  (meters)     677.48   (feet)  ADJUSTED  
 FC1121  ___________________________________________________________________
 FC1121  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC1121  DYNAMIC HT  -         206.297 (meters)     676.83  (feet)  COMP
 FC1121  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FC1121
 FC1121  VERT ORDER  -  SECOND    CLASS 0
 FC1121
 FC1121.The horizontal coordinates were scaled from a topographic map and have
 FC1121.an estimated accuracy of +/- 6 seconds.
 FC1121
 FC1121.The orthometric height was determined by differential leveling
 FC1121.and adjusted by the National Geodetic Survey in June 1991..
 FC1121
 FC1121.The geoid height was determined by GEOID03.
 FC1121
 FC1121.The dynamic height is computed by dividing the NAVD 88
 FC1121.geopotential number by the normal gravity value computed on the
 FC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1121.degrees latitude (g = 980.6199 gals.).
 FC1121
 FC1121.The modeled gravity was interpolated from observed gravity values.
 FC1121
 FC1121;                    North         East    Units  Estimated Accuracy
 FC1121;SPC TN       -   101,550.      647,180.      MT  (+/- 180 meters Scaled)
 FC1121
 FC1121                          SUPERSEDED SURVEY CONTROL
 FC1121
 FC1121  NGVD 29 (??/??/92)  206.527  (m)          677.58   (f) ADJ UNCH    2 0
 FC1121
 FC1121.Superseded values are not recommended for survey control.
 FC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1121.See file dsdata.txt to determine how the superseded data were derived.
 FC1121
 FC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE381015(NAD 83)
 FC1121_MARKER: DB = BENCH MARK DISK
 FC1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1121_STAMPING: B 41 1934
 FC1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1121+STABILITY: SURFACE MOTION
 FC1121
 FC1121  HISTORY     - Date     Condition        Report By
 FC1121  HISTORY     - 1934     MONUMENTED       CGS
 FC1121
 FC1121                          STATION DESCRIPTION
 FC1121
 FC1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1121'4 MI NE FROM WHITWELL.
 FC1121'4 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1121'RAILWAY FROM WHITWELL, MARION COUNTY, 1 MILE NORTHEAST OF THE
 FC1121'STATION AT SHIRLEYTON, 9-1/2 POLES NORTHEAST OF MILEPOST 27,
 FC1121'60 FEET SOUTH OF A GRADE CROSSING, 50 FEET EAST OF THE TRACK,
 FC1121'AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED B 41 1934
 FC1121'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0970 ***********************************************************************
 FC0970  DESIGNATION -  B 42
 FC0970  PID         -  FC0970
 FC0970  STATE/COUNTY-  TN/BLEDSOE
 FC0970  USGS QUAD   -  BROCKDELL (1989)
 FC0970
 FC0970                         *CURRENT SURVEY CONTROL
 FC0970  ___________________________________________________________________
 FC0970* NAD 83(1986)-  35 32 13.     (N)    085 15 45.     (W)     SCALED    
 FC0970* NAVD 88     -       245.798  (meters)     806.42   (feet)  ADJUSTED  
 FC0970  ___________________________________________________________________
 FC0970  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC0970  DYNAMIC HT  -         245.565 (meters)     805.66  (feet)  COMP
 FC0970  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FC0970
 FC0970  VERT ORDER  -  SECOND    CLASS 0
 FC0970
 FC0970.The horizontal coordinates were scaled from a topographic map and have
 FC0970.an estimated accuracy of +/- 6 seconds.
 FC0970
 FC0970.The orthometric height was determined by differential leveling
 FC0970.and adjusted by the National Geodetic Survey in June 1991..
 FC0970
 FC0970.The geoid height was determined by GEOID03.
 FC0970
 FC0970.The dynamic height is computed by dividing the NAVD 88
 FC0970.geopotential number by the normal gravity value computed on the
 FC0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0970.degrees latitude (g = 980.6199 gals.).
 FC0970
 FC0970.The modeled gravity was interpolated from observed gravity values.
 FC0970
 FC0970;                    North         East    Units  Estimated Accuracy
 FC0970;SPC TN       -   133,790.      666,880.      MT  (+/- 180 meters Scaled)
 FC0970
 FC0970                          SUPERSEDED SURVEY CONTROL
 FC0970
 FC0970  NGVD 29 (??/??/92)  245.845  (m)          806.58   (f) ADJ UNCH    2 0
 FC0970
 FC0970.Superseded values are not recommended for survey control.
 FC0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0970.See file dsdata.txt to determine how the superseded data were derived.
 FC0970
 FC0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE575339(NAD 83)
 FC0970_MARKER: DB = BENCH MARK DISK
 FC0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0970_STAMPING: B 42 1934
 FC0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0970+STABILITY: SURFACE MOTION
 FC0970
 FC0970  HISTORY     - Date     Condition        Report By
 FC0970  HISTORY     - 1934     MONUMENTED       CGS
 FC0970
 FC0970                          STATION DESCRIPTION
 FC0970
 FC0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0970'AT LEES.
 FC0970'AT LEES, BLEDSOE COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FC0970'ST. LOUIS RAILWAY, 6-1/2 RAILS WEST OF MILEPOST 51, 24 FEET
 FC0970'WEST OF A PRIVATE ROAD, AND 12 FEET SOUTH OF THE TRACK.  A
 FC0970'STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A CONCRETE
 FC0970'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1015 ***********************************************************************
 FC1015  DESIGNATION -  B 43
 FC1015  PID         -  FC1015
 FC1015  STATE/COUNTY-  TN/WHITE
 FC1015  USGS QUAD   -  BALD KNOB (1979)
 FC1015
 FC1015                         *CURRENT SURVEY CONTROL
 FC1015  ___________________________________________________________________
 FC1015* NAD 83(1986)-  35 50 37.     (N)    085 29 56.     (W)     SCALED    
 FC1015* NAVD 88     -       307.241  (meters)    1008.01   (feet)  ADJUSTED  
 FC1015  ___________________________________________________________________
 FC1015  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1015  DYNAMIC HT  -         306.965 (meters)    1007.10  (feet)  COMP
 FC1015  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FC1015
 FC1015  VERT ORDER  -  SECOND    CLASS 0
 FC1015
 FC1015.The horizontal coordinates were scaled from a topographic map and have
 FC1015.an estimated accuracy of +/- 6 seconds.
 FC1015
 FC1015.The orthometric height was determined by differential leveling
 FC1015.and adjusted by the National Geodetic Survey in June 1991..
 FC1015
 FC1015.The geoid height was determined by GEOID03.
 FC1015
 FC1015.The dynamic height is computed by dividing the NAVD 88
 FC1015.geopotential number by the normal gravity value computed on the
 FC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1015.degrees latitude (g = 980.6199 gals.).
 FC1015
 FC1015.The modeled gravity was interpolated from observed gravity values.
 FC1015
 FC1015;                    North         East    Units  Estimated Accuracy
 FC1015;SPC TN       -   167,680.      645,270.      MT  (+/- 180 meters Scaled)
 FC1015
 FC1015                          SUPERSEDED SURVEY CONTROL
 FC1015
 FC1015  NGVD 29 (??/??/92)  307.301  (m)         1008.20   (f) ADJ UNCH    2 0
 FC1015
 FC1015.Superseded values are not recommended for survey control.
 FC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1015.See file dsdata.txt to determine how the superseded data were derived.
 FC1015
 FC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE355676(NAD 83)
 FC1015_MARKER: DB = BENCH MARK DISK
 FC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1015_STAMPING: B 43 1934
 FC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1015+STABILITY: SURFACE MOTION
 FC1015
 FC1015  HISTORY     - Date     Condition        Report By
 FC1015  HISTORY     - 1934     MONUMENTED       CGS
 FC1015  HISTORY     - 20060906 MARK NOT FOUND   INDIV
 FC1015
 FC1015                          STATION DESCRIPTION
 FC1015
 FC1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1015'1 MI SE FROM DOYLE.
 FC1015'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 111 FROM DOYLE, WHITE
 FC1015'COUNTY, IN FRONT OF THE GREENWOOD BAPTIST CHURCH, 7 FEET EAST
 FC1015'OF A FENCE, AND AT THE SOUTH EDGE OF THE SIDEWALK.  A STANDARD
 FC1015'DISK, STAMPED B 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1015
 FC1015                          STATION RECOVERY (2006)
 FC1015
 FC1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1015'PROBABLY DESTROYED DUE TO ROAD IMPROVEMENTS. HIGHWAY 111 IS NOW HODGES
 FC1015'BRIDGE ROAD AND A NEW CHURCH HAS BEEN BUILT ON THE OPPOSITE SIDE OF
 FC1015'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1041 ***********************************************************************
 FC1041  DESIGNATION -  B 44
 FC1041  PID         -  FC1041
 FC1041  STATE/COUNTY-  TN/BLEDSOE
 FC1041  USGS QUAD   -  PIKEVILLE (1977)
 FC1041
 FC1041                         *CURRENT SURVEY CONTROL
 FC1041  ___________________________________________________________________
 FC1041* NAD 83(1986)-  35 35 01.     (N)    085 10 20.     (W)     SCALED    
 FC1041* NAVD 88     -       281.076  (meters)     922.16   (feet)  ADJUSTED  
 FC1041  ___________________________________________________________________
 FC1041  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FC1041  DYNAMIC HT  -         280.806 (meters)     921.28  (feet)  COMP
 FC1041  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 FC1041
 FC1041  VERT ORDER  -  SECOND    CLASS 0
 FC1041
 FC1041.The horizontal coordinates were scaled from a topographic map and have
 FC1041.an estimated accuracy of +/- 6 seconds.
 FC1041
 FC1041.The orthometric height was determined by differential leveling
 FC1041.and adjusted by the National Geodetic Survey in June 1991..
 FC1041
 FC1041.The geoid height was determined by GEOID03.
 FC1041
 FC1041.The dynamic height is computed by dividing the NAVD 88
 FC1041.geopotential number by the normal gravity value computed on the
 FC1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1041.degrees latitude (g = 980.6199 gals.).
 FC1041
 FC1041.The modeled gravity was interpolated from observed gravity values.
 FC1041
 FC1041;                    North         East    Units  Estimated Accuracy
 FC1041;SPC TN       -   139,030.      675,020.      MT  (+/- 180 meters Scaled)
 FC1041
 FC1041                          SUPERSEDED SURVEY CONTROL
 FC1041
 FC1041  NGVD 29 (??/??/92)  281.129  (m)          922.34   (f) ADJ UNCH    2 0
 FC1041
 FC1041.Superseded values are not recommended for survey control.
 FC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1041.See file dsdata.txt to determine how the superseded data were derived.
 FC1041
 FC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE656393(NAD 83)
 FC1041_MARKER: DB = BENCH MARK DISK
 FC1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1041_STAMPING: B 44 1934
 FC1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1041+STABILITY: SURFACE MOTION
 FC1041
 FC1041  HISTORY     - Date     Condition        Report By
 FC1041  HISTORY     - 1934     MONUMENTED       CGS
 FC1041
 FC1041                          STATION DESCRIPTION
 FC1041
 FC1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1041'2 MI E FROM PIKEVILLE.
 FC1041'2.0 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1041'COUNTY, 600 FEET EAST OF THE JUNCTION OF T-ROAD LEADING SOUTH,
 FC1041'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, INSIDE A PASTURE,
 FC1041'AND 3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED B 44 1934
 FC1041'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1722 ***********************************************************************
 FB1722  DESIGNATION -  B 47
 FB1722  PID         -  FB1722
 FB1722  STATE/COUNTY-  TN/KNOX
 FB1722  USGS QUAD   -  KNOXVILLE (1978)
 FB1722
 FB1722                         *CURRENT SURVEY CONTROL
 FB1722  ___________________________________________________________________
 FB1722* NAD 83(1986)-  35 57 33.     (N)    083 55 12.     (W)     SCALED    
 FB1722* NAVD 88     -       281.279  (meters)     922.83   (feet)  ADJUSTED  
 FB1722  ___________________________________________________________________
 FB1722  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1722  DYNAMIC HT  -         281.021 (meters)     921.98  (feet)  COMP
 FB1722  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 FB1722
 FB1722  VERT ORDER  -  FIRST     CLASS II
 FB1722
 FB1722.The horizontal coordinates were scaled from a topographic map and have
 FB1722.an estimated accuracy of +/- 6 seconds.
 FB1722
 FB1722.The orthometric height was determined by differential leveling
 FB1722.and adjusted by the National Geodetic Survey in June 1991..
 FB1722
 FB1722.The geoid height was determined by GEOID03.
 FB1722
 FB1722.The dynamic height is computed by dividing the NAVD 88
 FB1722.geopotential number by the normal gravity value computed on the
 FB1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1722.degrees latitude (g = 980.6199 gals.).
 FB1722
 FB1722.The modeled gravity was interpolated from observed gravity values.
 FB1722
 FB1722;                    North         East    Units  Estimated Accuracy
 FB1722;SPC TN       -   182,380.      787,610.      MT  (+/- 180 meters Scaled)
 FB1722
 FB1722                          SUPERSEDED SURVEY CONTROL
 FB1722
 FB1722  NGVD 29 (12/12/91)  281.411  (m)          923.26   (f) ADJUSTED    1 2
 FB1722
 FB1722.Superseded values are not recommended for survey control.
 FB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1722.See file dsdata.txt to determine how the superseded data were derived.
 FB1722
 FB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366833(NAD 83)
 FB1722_MARKER: DB = BENCH MARK DISK
 FB1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1722_STAMPING: B 47 1934
 FB1722_MARK LOGO: CGS   
 FB1722_PROJECTION: FLUSH
 FB1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1722+STABILITY: SURFACE MOTION
 FB1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1722+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1722
 FB1722  HISTORY     - Date     Condition        Report By
 FB1722  HISTORY     - 1934     MONUMENTED       CGS
 FB1722  HISTORY     - 1950     GOOD             NGS
 FB1722  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1722  HISTORY     - 1983     GOOD             NGS
 FB1722  HISTORY     - 20010323 GOOD             USPSQD
 FB1722  HISTORY     - 20060112 GOOD             USPSQD
 FB1722
 FB1722                          STATION DESCRIPTION
 FB1722
 FB1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1722'IN KNOXVILLE.
 FB1722'AT KNOXVILLE, AT THE INTERSECTION OF THE SIDEWALKS ALONG HENLEY
 FB1722'AND WEST HILL STREETS, AND IN THE NORTHEAST CORNER OF THE LAWN
 FB1722'OF THE METHODIST EPISCOPAL CHURCH SOUTH.  A STANDARD DISK, STAMPED
 FB1722'B 47 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FB1722'THE GROUND.  NOTE-- THIS CHURCH IS THE CHURCH STREET METHODIST
 FB1722'CHURCH.
 FB1722
 FB1722                          STATION RECOVERY (1982)
 FB1722
 FB1722'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1722'MARK NOT FOUND.
 FB1722
 FB1722                          STATION RECOVERY (1983)
 FB1722
 FB1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1722'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB1722'THE INTERSECTION OF THE SIDEWALKS ALONG HENLEY STREET AND WEST HILL
 FB1722'AVENUE, IN THE NORTHEAST CORNER OF THE LAWN OF THE CHURCH STREET
 FB1722'UNITED METHODIST CHURCH.
 FB1722'THE MARK IS 0.15 M ABOVE HENLEY STREET.
 FB1722
 FB1722                          STATION RECOVERY (2001)
 FB1722
 FB1722'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1722'RECOVERED IN GOOD CONDITION.
 FB1722
 FB1722                          STATION RECOVERY (2006)
 FB1722
 FB1722'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1677 ***********************************************************************
 GB1677  DESIGNATION -  B 48
 GB1677  PID         -  GB1677
 GB1677  STATE/COUNTY-  TN/CUMBERLAND
 GB1677  USGS QUAD   -  CLARKRANGE (1974)
 GB1677
 GB1677                         *CURRENT SURVEY CONTROL
 GB1677  ___________________________________________________________________
 GB1677* NAD 83(1986)-  36 09 05.     (N)    085 01 57.     (W)     SCALED    
 GB1677* NAVD 88     -       552.361  (meters)    1812.20   (feet)  ADJUSTED  
 GB1677  ___________________________________________________________________
 GB1677  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GB1677  DYNAMIC HT  -         551.862 (meters)    1810.57  (feet)  COMP
 GB1677  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GB1677
 GB1677  VERT ORDER  -  SECOND    CLASS 0
 GB1677
 GB1677.The horizontal coordinates were scaled from a topographic map and have
 GB1677.an estimated accuracy of +/- 6 seconds.
 GB1677
 GB1677.The orthometric height was determined by differential leveling
 GB1677.and adjusted by the National Geodetic Survey in June 1991..
 GB1677
 GB1677.The geoid height was determined by GEOID03.
 GB1677
 GB1677.The dynamic height is computed by dividing the NAVD 88
 GB1677.geopotential number by the normal gravity value computed on the
 GB1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1677.degrees latitude (g = 980.6199 gals.).
 GB1677
 GB1677.The modeled gravity was interpolated from observed gravity values.
 GB1677
 GB1677;                    North         East    Units  Estimated Accuracy
 GB1677;SPC TN       -   202,140.      687,060.      MT  (+/- 180 meters Scaled)
 GB1677
 GB1677                          SUPERSEDED SURVEY CONTROL
 GB1677
 GB1677  NGVD 29 (??/??/92)  552.437  (m)         1812.45   (f) ADJ UNCH    2 0
 GB1677
 GB1677.Superseded values are not recommended for survey control.
 GB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1677.See file dsdata.txt to determine how the superseded data were derived.
 GB1677
 GB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF769025(NAD 83)
 GB1677_MARKER: DB = BENCH MARK DISK
 GB1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1677_STAMPING: B 48 1934
 GB1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1677+STABILITY: SURFACE MOTION
 GB1677
 GB1677  HISTORY     - Date     Condition        Report By
 GB1677  HISTORY     - 1934     MONUMENTED       CGS
 GB1677
 GB1677                          STATION DESCRIPTION
 GB1677
 GB1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1677'3.8 MI S FROM CLARKRANGE.
 GB1677'IN CUMBERLAND COUNTY, 3.8 MILES SOUTH ALONG STATE HIGHWAY 28 FROM
 GB1677'CLARKRANGE, FENTRESS COUNTY, 500 FEET NORTH OF THE POST OFFICE
 GB1677'AT RINNIE, AND 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 GB1677'A STANDARD DISK, STAMPED B 48 1934 AND SET IN THE TOP OF A CONCRETE
 GB1677'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0986 ***********************************************************************
 GB0986  DESIGNATION -  B 49
 GB0986  PID         -  GB0986
 GB0986  STATE/COUNTY-  TN/MORGAN
 GB0986  USGS QUAD   -  RUGBY (1984)
 GB0986
 GB0986                         *CURRENT SURVEY CONTROL
 GB0986  ___________________________________________________________________
 GB0986* NAD 83(1986)-  36 17 13.     (N)    084 42 13.     (W)     SCALED    
 GB0986* NAVD 88     -       392.669  (meters)    1288.28   (feet)  ADJUSTED  
 GB0986  ___________________________________________________________________
 GB0986  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0986  DYNAMIC HT  -         392.326 (meters)    1287.16  (feet)  COMP
 GB0986  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GB0986
 GB0986  VERT ORDER  -  SECOND    CLASS 0
 GB0986
 GB0986.The horizontal coordinates were scaled from a topographic map and have
 GB0986.an estimated accuracy of +/- 6 seconds.
 GB0986
 GB0986.The orthometric height was determined by differential leveling
 GB0986.and adjusted by the National Geodetic Survey in June 1991..
 GB0986
 GB0986.The geoid height was determined by GEOID03.
 GB0986
 GB0986.The dynamic height is computed by dividing the NAVD 88
 GB0986.geopotential number by the normal gravity value computed on the
 GB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0986.degrees latitude (g = 980.6199 gals.).
 GB0986
 GB0986.The modeled gravity was interpolated from observed gravity values.
 GB0986
 GB0986;                    North         East    Units  Estimated Accuracy
 GB0986;SPC TN       -   217,530.      716,460.      MT  (+/- 180 meters Scaled)
 GB0986
 GB0986                          SUPERSEDED SURVEY CONTROL
 GB0986
 GB0986  NGVD 29 (??/??/92)  392.779  (m)         1288.64   (f) ADJ UNCH    2 0
 GB0986
 GB0986.Superseded values are not recommended for survey control.
 GB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0986.See file dsdata.txt to determine how the superseded data were derived.
 GB0986
 GB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF062182(NAD 83)
 GB0986_MARKER: DB = BENCH MARK DISK
 GB0986_SETTING: 66 = SET IN ROCK OUTCROP
 GB0986_SP_SET: ROCK LEDGE
 GB0986_STAMPING: B 49 1934
 GB0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0986+STABILITY: POSITION/ELEVATION WELL
 GB0986
 GB0986  HISTORY     - Date     Condition        Report By
 GB0986  HISTORY     - 1934     MONUMENTED       CGS
 GB0986  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB0986  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB0986
 GB0986                          STATION DESCRIPTION
 GB0986
 GB0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0986'4.9 MI NW FROM SUNBRIGHT.
 GB0986'4.9 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0986'SUNBRIGHT, MORGAN COUNTY, 32 FEET NORTH OF THE BRIDGE OVER
 GB0986'BOONES CREEK, IN THE TOP OF A SANDSTONE LEDGE, ABOUT 2-1/2
 GB0986'FEET BACK FROM THE VERTICAL FACE OF THE LEDGE, AND ABOUT 2
 GB0986'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 49 1934.
 GB0986
 GB0986                          STATION RECOVERY (1951)
 GB0986
 GB0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1769 ***********************************************************************
 FB1769  DESIGNATION -  B 5
 FB1769  PID         -  FB1769
 FB1769  STATE/COUNTY-  TN/BLOUNT
 FB1769  USGS QUAD   -  MARYVILLE (1979)
 FB1769
 FB1769                         *CURRENT SURVEY CONTROL
 FB1769  ___________________________________________________________________
 FB1769* NAD 83(1986)-  35 45 16.     (N)    083 58 08.     (W)     SCALED    
 FB1769* NAVD 88     -       283.328  (meters)     929.55   (feet)  ADJUSTED  
 FB1769  ___________________________________________________________________
 FB1769  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FB1769  DYNAMIC HT  -         283.061 (meters)     928.68  (feet)  COMP
 FB1769  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FB1769
 FB1769  VERT ORDER  -  FIRST     CLASS II
 FB1769
 FB1769.The horizontal coordinates were scaled from a topographic map and have
 FB1769.an estimated accuracy of +/- 6 seconds.
 FB1769
 FB1769.The orthometric height was determined by differential leveling
 FB1769.and adjusted by the National Geodetic Survey in June 1991..
 FB1769
 FB1769.The geoid height was determined by GEOID03.
 FB1769
 FB1769.The dynamic height is computed by dividing the NAVD 88
 FB1769.geopotential number by the normal gravity value computed on the
 FB1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1769.degrees latitude (g = 980.6199 gals.).
 FB1769
 FB1769.The modeled gravity was interpolated from observed gravity values.
 FB1769
 FB1769;                    North         East    Units  Estimated Accuracy
 FB1769;SPC TN       -   159,580.      783,680.      MT  (+/- 180 meters Scaled)
 FB1769
 FB1769                          SUPERSEDED SURVEY CONTROL
 FB1769
 FB1769  NGVD 29 (12/12/91)  283.452  (m)          929.96   (f) ADJUSTED    1 2
 FB1769
 FB1769.Superseded values are not recommended for survey control.
 FB1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1769.See file dsdata.txt to determine how the superseded data were derived.
 FB1769
 FB1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315607(NAD 83)
 FB1769_MARKER: DD = SURVEY DISK
 FB1769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1769_SP_SET: STEP
 FB1769_STAMPING: B 5 1928
 FB1769_MARK LOGO: USGS  
 FB1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1769
 FB1769  HISTORY     - Date     Condition        Report By
 FB1769  HISTORY     - 1928     MONUMENTED       USGS
 FB1769  HISTORY     - 1959     GOOD             NGS
 FB1769  HISTORY     - 1983     GOOD             NGS
 FB1769
 FB1769                          STATION DESCRIPTION
 FB1769
 FB1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1769'AT MARYVILLE.
 FB1769'AT MARYVILLE, BLOUNT COUNTY, ON THE NORTHEAST SIDE OF THE COUNTY
 FB1769'COURTHOUSE, AT THE MAIN ENTRANCE, AND IN THE TOP OF THE COPING
 FB1769'AT THE SOUTHEAST END OF THE ENTRANCE STEPS.  A UNITED STATES
 FB1769'GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 5 1928.
 FB1769
 FB1769                          STATION RECOVERY (1983)
 FB1769
 FB1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0568 ***********************************************************************
 GB0568  DESIGNATION -  B 50
 GB0568  PID         -  GB0568
 GB0568  STATE/COUNTY-  TN/CAMPBELL
 GB0568  USGS QUAD   -  JACKSBORO (1991)
 GB0568
 GB0568                         *CURRENT SURVEY CONTROL
 GB0568  ___________________________________________________________________
 GB0568* NAD 83(1986)-  36 17 56.     (N)    084 13 25.     (W)     SCALED    
 GB0568* NAVD 88     -       333.717  (meters)    1094.87   (feet)  ADJUSTED  
 GB0568  ___________________________________________________________________
 GB0568  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0568  DYNAMIC HT  -         333.420 (meters)    1093.90  (feet)  COMP
 GB0568  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB0568
 GB0568  VERT ORDER  -  SECOND    CLASS 0
 GB0568
 GB0568.The horizontal coordinates were scaled from a topographic map and have
 GB0568.an estimated accuracy of +/- 6 seconds.
 GB0568
 GB0568.The orthometric height was determined by differential leveling
 GB0568.and adjusted by the National Geodetic Survey in June 1991..
 GB0568
 GB0568.The geoid height was determined by GEOID03.
 GB0568
 GB0568.The dynamic height is computed by dividing the NAVD 88
 GB0568.geopotential number by the normal gravity value computed on the
 GB0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0568.degrees latitude (g = 980.6199 gals.).
 GB0568
 GB0568.The modeled gravity was interpolated from observed gravity values.
 GB0568
 GB0568;                    North         East    Units  Estimated Accuracy
 GB0568;SPC TN       -   219,530.      759,550.      MT  (+/- 180 meters Scaled)
 GB0568
 GB0568                          SUPERSEDED SURVEY CONTROL
 GB0568
 GB0568  NGVD 29 (??/??/92)  333.820  (m)         1095.21   (f) ADJ UNCH    2 0
 GB0568
 GB0568.Superseded values are not recommended for survey control.
 GB0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0568.See file dsdata.txt to determine how the superseded data were derived.
 GB0568
 GB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF493206(NAD 83)
 GB0568_MARKER: DB = BENCH MARK DISK
 GB0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0568_STAMPING: B 50 1934
 GB0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0568+STABILITY: SURFACE MOTION
 GB0568
 GB0568  HISTORY     - Date     Condition        Report By
 GB0568  HISTORY     - 1934     MONUMENTED       CGS
 GB0568  HISTORY     - 1961     GOOD             NGS
 GB0568
 GB0568                          STATION DESCRIPTION
 GB0568
 GB0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0568'AT CARYVILLE.
 GB0568'AT CARYVILLE, CAMPBELL COUNTY, ON THE SOUTHERN RAILWAY, 50
 GB0568'FEET SOUTHWEST OF THE STATION, 30 FEET NORTH OF A ROAD CROSSING,
 GB0568'24 FEET WEST OF THE MAIN TRACK, 6 FEET SOUTH OF THE SERVICE
 GB0568'SHOE SHOP, AND 1 FOOT EAST OF A YARD FENCE.  A STANDARD DISK,
 GB0568'STAMPED B 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0568
 GB0568                          STATION RECOVERY (1961)
 GB0568
 GB0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0600 ***********************************************************************
 GB0600  DESIGNATION -  B 51
 GB0600  PID         -  GB0600
 GB0600  STATE/COUNTY-  TN/CAMPBELL
 GB0600  USGS QUAD   -  LA FOLLETTE (1990)
 GB0600
 GB0600                         *CURRENT SURVEY CONTROL
 GB0600  ___________________________________________________________________
 GB0600* NAD 83(1986)-  36 26 16.     (N)    084 04 41.     (W)     SCALED    
 GB0600* NAVD 88     -       424.232  (meters)    1391.83   (feet)  ADJUSTED  
 GB0600  ___________________________________________________________________
 GB0600  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GB0600  DYNAMIC HT  -         423.853 (meters)    1390.59  (feet)  COMP
 GB0600  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0600
 GB0600  VERT ORDER  -  SECOND    CLASS 0
 GB0600
 GB0600.The horizontal coordinates were scaled from a topographic map and have
 GB0600.an estimated accuracy of +/- 6 seconds.
 GB0600
 GB0600.The orthometric height was determined by differential leveling
 GB0600.and adjusted by the National Geodetic Survey in June 1991..
 GB0600
 GB0600.The geoid height was determined by GEOID03.
 GB0600
 GB0600.The dynamic height is computed by dividing the NAVD 88
 GB0600.geopotential number by the normal gravity value computed on the
 GB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0600.degrees latitude (g = 980.6199 gals.).
 GB0600
 GB0600.The modeled gravity was interpolated from observed gravity values.
 GB0600
 GB0600;                    North         East    Units  Estimated Accuracy
 GB0600;SPC TN       -   235,180.      772,320.      MT  (+/- 180 meters Scaled)
 GB0600
 GB0600                          SUPERSEDED SURVEY CONTROL
 GB0600
 GB0600  NGVD 29 (??/??/92)  424.331  (m)         1392.16   (f) ADJ UNCH    2 0
 GB0600
 GB0600.Superseded values are not recommended for survey control.
 GB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0600.See file dsdata.txt to determine how the superseded data were derived.
 GB0600
 GB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF619364(NAD 83)
 GB0600_MARKER: DB = BENCH MARK DISK
 GB0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0600_SP_SET: UNDERPASS
 GB0600_STAMPING: B 51 1934
 GB0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0600
 GB0600  HISTORY     - Date     Condition        Report By
 GB0600  HISTORY     - 1934     MONUMENTED       CGS
 GB0600  HISTORY     - 1949     GOOD             NGS
 GB0600
 GB0600                          STATION DESCRIPTION
 GB0600
 GB0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0600'0.7 MI SW FROM DUFF.
 GB0600'0.7 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0600'FROM DUFF, CAMPBELL COUNTY, AT THE CONCRETE UNDERPASS OF U.S.
 GB0600'HIGHWAY 25 W, IN THE TOP OF THE NORTHEAST CORNER, 3-1/2 FEET
 GB0600'WEST OF THE EAST END, AND 15 FEET SOUTHEAST OF THE TRACK.  A
 GB0600'STANDARD DISK, STAMPED B 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0680 ***********************************************************************
 GA0680  DESIGNATION -  B 52
 GA0680  PID         -  GA0680
 GA0680  STATE/COUNTY-  TN/UNICOI
 GA0680  USGS QUAD   -  FLAG POND (1939)
 GA0680
 GA0680                         *CURRENT SURVEY CONTROL
 GA0680  ___________________________________________________________________
 GA0680* NAD 83(1986)-  36 01 08.     (N)    082 34 49.     (W)     SCALED    
 GA0680* NAVD 88     -       817.302  (meters)    2681.43   (feet)  ADJUSTED  
 GA0680  ___________________________________________________________________
 GA0680  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA0680  DYNAMIC HT  -         816.476 (meters)    2678.72  (feet)  COMP
 GA0680  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 GA0680
 GA0680  VERT ORDER  -  SECOND    CLASS 0
 GA0680
 GA0680.The horizontal coordinates were scaled from a topographic map and have
 GA0680.an estimated accuracy of +/- 6 seconds.
 GA0680
 GA0680.The orthometric height was determined by differential leveling
 GA0680.and adjusted by the National Geodetic Survey in June 1991..
 GA0680
 GA0680.The geoid height was determined by GEOID03.
 GA0680
 GA0680.The dynamic height is computed by dividing the NAVD 88
 GA0680.geopotential number by the normal gravity value computed on the
 GA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0680.degrees latitude (g = 980.6199 gals.).
 GA0680
 GA0680.The modeled gravity was interpolated from observed gravity values.
 GA0680
 GA0680;                    North         East    Units  Estimated Accuracy
 GA0680;SPC TN       -   192,400.      908,180.      MT  (+/- 180 meters Scaled)
 GA0680
 GA0680                          SUPERSEDED SURVEY CONTROL
 GA0680
 GA0680  NGVD 29 (??/??/92)  817.404  (m)         2681.77   (f) ADJ UNCH    2 0
 GA0680
 GA0680.Superseded values are not recommended for survey control.
 GA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0680.See file dsdata.txt to determine how the superseded data were derived.
 GA0680
 GA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV576871(NAD 83)
 GA0680_MARKER: DB = BENCH MARK DISK
 GA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0680_STAMPING: B 52 1934
 GA0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0680+STABILITY: SURFACE MOTION
 GA0680
 GA0680  HISTORY     - Date     Condition        Report By
 GA0680  HISTORY     - 1934     MONUMENTED       CGS
 GA0680  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0680
 GA0680                          STATION DESCRIPTION
 GA0680
 GA0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0680'2.2 MI W FROM ROCKY FORK.
 GA0680'2.2 MILES WEST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0680'UNICOI COUNTY, 2 MILES EAST OF THE TENNESSEE NORTH CAROLINA
 GA0680'STATE LINE, 260 FEET EAST OF THE FENCE CORNER, 15 FEET NORTH
 GA0680'OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF A GATE POST,
 GA0680'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED B 52 1934
 GA0680'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1795 ***********************************************************************
 FB1795  DESIGNATION -  B 53
 FB1795  PID         -  FB1795
 FB1795  STATE/COUNTY-  TN/SEVIER
 FB1795  USGS QUAD   -  GATLINBURG (1979)
 FB1795
 FB1795                         *CURRENT SURVEY CONTROL
 FB1795  ___________________________________________________________________
 FB1795* NAD 83(1986)-  35 42 58.     (N)    083 30 41.     (W)     SCALED    
 FB1795* NAVD 88     -       388.092  (meters)    1273.27   (feet)  ADJUSTED  
 FB1795  ___________________________________________________________________
 FB1795  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FB1795  DYNAMIC HT  -         387.710 (meters)    1272.01  (feet)  COMP
 FB1795  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FB1795
 FB1795  VERT ORDER  -  SECOND    CLASS 0
 FB1795
 FB1795.The horizontal coordinates were scaled from a topographic map and have
 FB1795.an estimated accuracy of +/- 6 seconds.
 FB1795
 FB1795.The orthometric height was determined by differential leveling
 FB1795.and adjusted by the National Geodetic Survey in June 1991..
 FB1795
 FB1795.The geoid height was determined by GEOID03.
 FB1795
 FB1795.The dynamic height is computed by dividing the NAVD 88
 FB1795.geopotential number by the normal gravity value computed on the
 FB1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1795.degrees latitude (g = 980.6199 gals.).
 FB1795
 FB1795.The modeled gravity was interpolated from observed gravity values.
 FB1795
 FB1795;                    North         East    Units  Estimated Accuracy
 FB1795;SPC TN       -   156,280.      825,150.      MT  (+/- 180 meters Scaled)
 FB1795
 FB1795                          SUPERSEDED SURVEY CONTROL
 FB1795
 FB1795  NGVD 29 (??/??/92)  388.192  (m)         1273.59   (f) ADJ UNCH    2 0
 FB1795
 FB1795.Superseded values are not recommended for survey control.
 FB1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1795.See file dsdata.txt to determine how the superseded data were derived.
 FB1795
 FB1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV728553(NAD 83)
 FB1795_MARKER: DB = BENCH MARK DISK
 FB1795_SETTING: 66 = SET IN ROCK OUTCROP
 FB1795_SP_SET: ROCK SHELF
 FB1795_STAMPING: B 53 1934
 FB1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1795+STABILITY: POSITION/ELEVATION WELL
 FB1795
 FB1795  HISTORY     - Date     Condition        Report By
 FB1795  HISTORY     - 1934     MONUMENTED       CGS
 FB1795  HISTORY     - 1940     MARK NOT FOUND   NGS
 FB1795  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 FB1795
 FB1795                          STATION DESCRIPTION
 FB1795
 FB1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1795'0.4 MI NW FROM GATLINBURG.
 FB1795'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 71 FROM THE POST OFFICE
 FB1795'AT GATLINBURG, 21 FEET EAST OF POWER-TRANSMISSION LINE POLE 381,
 FB1795'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE SOUTHSIDE
 FB1795'OF A ROCK BLUFF, AND IN THE TOP OF A ROCK SHELF, ABOUT 2 FEET
 FB1795'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 53 1934.
 FB1795
 FB1795                          STATION RECOVERY (2004)
 FB1795
 FB1795'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FB1795'MARK NOT FOUND.  PRIVATE PROPRETY AROUND LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0168 ***********************************************************************
 FC0168  DESIGNATION -  B 54
 FC0168  PID         -  FC0168
 FC0168  STATE/COUNTY-  TN/MONROE
 FC0168  USGS QUAD   -  MADISONVILLE (1984)
 FC0168
 FC0168                         *CURRENT SURVEY CONTROL
 FC0168  ___________________________________________________________________
 FC0168* NAD 83(1986)-  35 32 05.     (N)    084 21 01.     (W)     SCALED    
 FC0168* NAVD 88     -       296.782  (meters)     973.69   (feet)  ADJUSTED  
 FC0168  ___________________________________________________________________
 FC0168  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0168  DYNAMIC HT  -         296.497 (meters)     972.76  (feet)  COMP
 FC0168  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 FC0168
 FC0168  VERT ORDER  -  SECOND    CLASS 0
 FC0168
 FC0168.The horizontal coordinates were scaled from a topographic map and have
 FC0168.an estimated accuracy of +/- 6 seconds.
 FC0168
 FC0168.The orthometric height was determined by differential leveling
 FC0168.and adjusted by the National Geodetic Survey in June 1991..
 FC0168
 FC0168.The geoid height was determined by GEOID03.
 FC0168
 FC0168.The dynamic height is computed by dividing the NAVD 88
 FC0168.geopotential number by the normal gravity value computed on the
 FC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0168.degrees latitude (g = 980.6199 gals.).
 FC0168
 FC0168.The modeled gravity was interpolated from observed gravity values.
 FC0168
 FC0168;                    North         East    Units  Estimated Accuracy
 FC0168;SPC TN       -   134,550.      749,600.      MT  (+/- 180 meters Scaled)
 FC0168
 FC0168                          SUPERSEDED SURVEY CONTROL
 FC0168
 FC0168  NGVD 29 (??/??/92)  296.868  (m)          973.97   (f) ADJ UNCH    2 0
 FC0168
 FC0168.Superseded values are not recommended for survey control.
 FC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0168.See file dsdata.txt to determine how the superseded data were derived.
 FC0168
 FC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE402355(NAD 83)
 FC0168_MARKER: DB = BENCH MARK DISK
 FC0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0168_STAMPING: B 54 1934
 FC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0168+STABILITY: SURFACE MOTION
 FC0168
 FC0168  HISTORY     - Date     Condition        Report By
 FC0168  HISTORY     - 1934     MONUMENTED       CGS
 FC0168  HISTORY     - 1949     GOOD             NGS
 FC0168
 FC0168                          STATION DESCRIPTION
 FC0168
 FC0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0168'1.5 MI N FROM MADISONVILLE.
 FC0168'1.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0168'FROM MADISONVILLE, MONROE COUNTY, 75 YARDS SOUTH OF BLOCK SIGNAL
 FC0168'3151, 30 FEET WEST OF RIGHT-OF-WAY FENCE, 28 FEET EAST OF
 FC0168'CENTERLINE OF TRACK, 25 FEET NORTHWEST OF GATE IN FENCE FOR
 FC0168'COUNTY ROAD CROSSING.  A STANDARD DISK, STAMPED B 54 1934 AND
 FC0168'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 FC0168'GROUND.  A STEEL POST WITH CONTROL MARKER SIGN SET AT SOUTHEAST
 FC0168'EDGE OF MONUMENT.  NOTE-- STEEL POST WITH CONTROL MARKER SIGN
 FC0168'SET AT SOUTHEAST EDGE OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0770 ***********************************************************************
 GA0770  DESIGNATION -  B 55
 GA0770  PID         -  GA0770
 GA0770  STATE/COUNTY-  TN/HAWKINS
 GA0770  USGS QUAD   -  BUREM (1976)
 GA0770
 GA0770                         *CURRENT SURVEY CONTROL
 GA0770  ___________________________________________________________________
 GA0770* NAD 83(1986)-  36 25 28.     (N)    082 58 58.     (W)     SCALED    
 GA0770* NAVD 88     -       396.411  (meters)    1300.56   (feet)  ADJUSTED  
 GA0770  ___________________________________________________________________
 GA0770  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0770  DYNAMIC HT  -         396.051 (meters)    1299.38  (feet)  COMP
 GA0770  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0770
 GA0770  VERT ORDER  -  SECOND    CLASS 0
 GA0770
 GA0770.The horizontal coordinates were scaled from a topographic map and have
 GA0770.an estimated accuracy of +/- 6 seconds.
 GA0770
 GA0770.The orthometric height was determined by differential leveling
 GA0770.and adjusted by the National Geodetic Survey in June 1991..
 GA0770.WARNING-Repeat measurements at this control monument indicate possible
 GA0770.vertical movement.
 GA0770
 GA0770.The geoid height was determined by GEOID03.
 GA0770
 GA0770.The dynamic height is computed by dividing the NAVD 88
 GA0770.geopotential number by the normal gravity value computed on the
 GA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0770.degrees latitude (g = 980.6199 gals.).
 GA0770
 GA0770.The modeled gravity was interpolated from observed gravity values.
 GA0770
 GA0770;                    North         East    Units  Estimated Accuracy
 GA0770;SPC TN       -   236,180.      870,540.      MT  (+/- 180 meters Scaled)
 GA0770
 GA0770                          SUPERSEDED SURVEY CONTROL
 GA0770
 GA0770  NGVD 29 (??/??/92)  396.547  (m)         1301.00   (f) ADJ UNCH    2 0
 GA0770
 GA0770.Superseded values are not recommended for survey control.
 GA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0770.See file dsdata.txt to determine how the superseded data were derived.
 GA0770
 GA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA222328(NAD 83)
 GA0770_MARKER: DB = BENCH MARK DISK
 GA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0770_STAMPING: B 55 1934
 GA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0770+STABILITY: SURFACE MOTION
 GA0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0770+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 GA0770
 GA0770  HISTORY     - Date     Condition        Report By
 GA0770  HISTORY     - 1934     MONUMENTED       CGS
 GA0770  HISTORY     - 1964     GOOD             NGS
 GA0770  HISTORY     - 20040208 GOOD             GEOCAC
 GA0770
 GA0770                          STATION DESCRIPTION
 GA0770
 GA0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA0770'2 MI E FROM ROGERSVILLE.
 GA0770'2.0 MILES EAST ALONG STATE HIGHWAY 70 AND U.S. HIGHWAY 11 FROM
 GA0770'ROGERSVILLE, HAWKINS COUNTY, IN THE CENTER OF A GRASS TRIANGLE
 GA0770'FORMED BY THE JUNCTION OF THE HIGHWAYS, AND ON THE EAST SIDE
 GA0770'OF THE HAWKINS COUNTY MEMORIAL MILESTONE.  A STANDARD DISK,
 GA0770'STAMPED B 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA0770'PROJECTING 8 INCHES ABOVE GROUND.
 GA0770
 GA0770                          STATION RECOVERY (2004)
 GA0770
 GA0770'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0732 ***********************************************************************
 GA0732  DESIGNATION -  B 56
 GA0732  PID         -  GA0732
 GA0732  STATE/COUNTY-  TN/GREENE
 GA0732  USGS QUAD   -  MOSHEIM (1971)
 GA0732
 GA0732                         *CURRENT SURVEY CONTROL
 GA0732  ___________________________________________________________________
 GA0732* NAD 83(1986)-  36 10 39.     (N)    082 59 36.     (W)     SCALED    
 GA0732* NAVD 88     -       385.494  (meters)    1264.74   (feet)  ADJUSTED  
 GA0732  ___________________________________________________________________
 GA0732  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0732  DYNAMIC HT  -         385.136 (meters)    1263.57  (feet)  COMP
 GA0732  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA0732
 GA0732  VERT ORDER  -  SECOND    CLASS 0
 GA0732
 GA0732.The horizontal coordinates were scaled from a topographic map and have
 GA0732.an estimated accuracy of +/- 6 seconds.
 GA0732
 GA0732.The orthometric height was determined by differential leveling
 GA0732.and adjusted by the National Geodetic Survey in June 1991..
 GA0732
 GA0732.The geoid height was determined by GEOID03.
 GA0732
 GA0732.The dynamic height is computed by dividing the NAVD 88
 GA0732.geopotential number by the normal gravity value computed on the
 GA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0732.degrees latitude (g = 980.6199 gals.).
 GA0732
 GA0732.The modeled gravity was interpolated from observed gravity values.
 GA0732
 GA0732;                    North         East    Units  Estimated Accuracy
 GA0732;SPC TN       -   208,770.      870,430.      MT  (+/- 180 meters Scaled)
 GA0732
 GA0732                          SUPERSEDED SURVEY CONTROL
 GA0732
 GA0732  NGVD 29 (??/??/92)  385.646  (m)         1265.24   (f) ADJ UNCH    2 0
 GA0732
 GA0732.Superseded values are not recommended for survey control.
 GA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0732.See file dsdata.txt to determine how the superseded data were derived.
 GA0732
 GA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207054(NAD 83)
 GA0732_MARKER: DB = BENCH MARK DISK
 GA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0732_STAMPING: B 56 1934
 GA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0732+STABILITY: SURFACE MOTION
 GA0732
 GA0732  HISTORY     - Date     Condition        Report By
 GA0732  HISTORY     - 1934     MONUMENTED       CGS
 GA0732  HISTORY     - 1950     GOOD             TVA
 GA0732  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0732
 GA0732                          STATION DESCRIPTION
 GA0732
 GA0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0732'10.7 MI W FROM GREENEVILLE.
 GA0732'10.7 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0732'GREENEVILLE, GREENE COUNTY, 55 FEET W OF THE W SIDE OF THE STATION
 GA0732'AT MIDWAY, IN THE NW CORNER OF THE YARD, AND 27 FEET S OF THE
 GA0732'CENTERLINE OF THE MAIN TRACK.  56.8 FEET WEST OF WEST SIDE OF
 GA0732'STATION, 30 FEET SOUTH OF THE CENTERLINE OF TRACK, 48 FEET
 GA0732'NORTHEAST TO NAIL AND BOTTLE CAP IN POWER POLE ON THE SOUTH
 GA0732'SIDE OF R.R., AND 95.3 FEET SOUTH OF SOUTHWEST CORNER OF PORCH
 GA0732'OF 2-STORY ON NORTH SIDE OF R.R.  A STANDARD DISK, STAMPED B
 GA0732'56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0732
 GA0732                          STATION RECOVERY (1950)
 GA0732
 GA0732'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0732'RECOVERED IN GOOD CONDITION.
 GA0732
 GA0732                          STATION RECOVERY (1981)
 GA0732
 GA0732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0576 ***********************************************************************
 GA0576  DESIGNATION -  B 57
 GA0576  PID         -  GA0576
 GA0576  STATE/COUNTY-  TN/WASHINGTON
 GA0576  USGS QUAD   -  JOHNSON CITY (1968)
 GA0576
 GA0576                         *CURRENT SURVEY CONTROL
 GA0576  ___________________________________________________________________
 GA0576* NAD 83(1986)-  36 18 54.     (N)    082 20 12.     (W)     SCALED    
 GA0576* NAVD 88     -       508.005  (meters)    1666.68   (feet)  ADJUSTED  
 GA0576  ___________________________________________________________________
 GA0576  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0576  DYNAMIC HT  -         507.524 (meters)    1665.10  (feet)  COMP
 GA0576  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 GA0576
 GA0576  VERT ORDER  -  SECOND    CLASS 0
 GA0576
 GA0576.The horizontal coordinates were scaled from a topographic map and have
 GA0576.an estimated accuracy of +/- 6 seconds.
 GA0576
 GA0576.The orthometric height was determined by differential leveling
 GA0576.and adjusted by the National Geodetic Survey in June 1991..
 GA0576
 GA0576.The geoid height was determined by GEOID03.
 GA0576
 GA0576.The dynamic height is computed by dividing the NAVD 88
 GA0576.geopotential number by the normal gravity value computed on the
 GA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0576.degrees latitude (g = 980.6199 gals.).
 GA0576
 GA0576.The modeled gravity was interpolated from observed gravity values.
 GA0576
 GA0576;                    North         East    Units  Estimated Accuracy
 GA0576;SPC TN       -   226,020.      928,900.      MT  (+/- 180 meters Scaled)
 GA0576
 GA0576                          SUPERSEDED SURVEY CONTROL
 GA0576
 GA0576  NGVD 29 (??/??/92)  508.149  (m)         1667.15   (f) ADJ UNCH    2 0
 GA0576
 GA0576.Superseded values are not recommended for survey control.
 GA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0576.See file dsdata.txt to determine how the superseded data were derived.
 GA0576
 GA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA800197(NAD 83)
 GA0576_MARKER: DB = BENCH MARK DISK
 GA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0576_STAMPING: B 57 1934
 GA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0576+STABILITY: SURFACE MOTION
 GA0576
 GA0576  HISTORY     - Date     Condition        Report By
 GA0576  HISTORY     - 1934     MONUMENTED       CGS
 GA0576  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0576
 GA0576                          STATION DESCRIPTION
 GA0576
 GA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0576'1 MI E FROM JOHNSON CITY.
 GA0576'1 MILE EAST ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0576'RAILROAD FROM THE STATION AT JOHNSON CITY, WASHINGTON COUNTY, 200
 GA0576'FEET EAST OF MILEPOST 1, 30 FEET EAST OF THE CENTERLINE OF A
 GA0576'STREET, AND 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 GA0576'STANDARD DISK, STAMPED B 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0576'POST.
 GA0576
 GA0576                          STATION RECOVERY (2001)
 GA0576
 GA0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0576'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1401 ***********************************************************************
 GA1401  DESIGNATION -  B 58
 GA1401  PID         -  GA1401
 GA1401  STATE/COUNTY-  TN/SULLIVAN
 GA1401  USGS QUAD   -  KINGSPORT (1991)
 GA1401
 GA1401                         *CURRENT SURVEY CONTROL
 GA1401  ___________________________________________________________________
 GA1401* NAD 83(1986)-  36 33 46.     (N)    082 36 57.     (W)     SCALED    
 GA1401* NAVD 88     -       382.118  (meters)    1253.67   (feet)  ADJUSTED  
 GA1401  ___________________________________________________________________
 GA1401  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1401  DYNAMIC HT  -         381.776 (meters)    1252.54  (feet)  COMP
 GA1401  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 GA1401
 GA1401  VERT ORDER  -  SECOND    CLASS 0
 GA1401
 GA1401.The horizontal coordinates were scaled from a topographic map and have
 GA1401.an estimated accuracy of +/- 6 seconds.
 GA1401
 GA1401.The orthometric height was determined by differential leveling
 GA1401.and adjusted by the National Geodetic Survey in June 1991..
 GA1401
 GA1401.The geoid height was determined by GEOID03.
 GA1401
 GA1401.The dynamic height is computed by dividing the NAVD 88
 GA1401.geopotential number by the normal gravity value computed on the
 GA1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1401.degrees latitude (g = 980.6199 gals.).
 GA1401
 GA1401.The modeled gravity was interpolated from observed gravity values.
 GA1401
 GA1401;                    North         East    Units  Estimated Accuracy
 GA1401;SPC TN       -   252,600.      902,900.      MT  (+/- 180 meters Scaled)
 GA1401
 GA1401                          SUPERSEDED SURVEY CONTROL
 GA1401
 GA1401  NGVD 29 (??/??/92)  382.267  (m)         1254.15   (f) ADJ UNCH    2 0
 GA1401
 GA1401.Superseded values are not recommended for survey control.
 GA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1401.See file dsdata.txt to determine how the superseded data were derived.
 GA1401
 GA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA554475(NAD 83)
 GA1401_MARKER: DB = BENCH MARK DISK
 GA1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1401_STAMPING: B 58 1934
 GA1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1401+STABILITY: SURFACE MOTION
 GA1401
 GA1401  HISTORY     - Date     Condition        Report By
 GA1401  HISTORY     - 1934     MONUMENTED       CGS
 GA1401
 GA1401                          STATION DESCRIPTION
 GA1401
 GA1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1401'3.9 MI NW FROM KINGSPORT.
 GA1401'3.9 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1401'SULLIVAN COUNTY, ABOUT 20 RAILS NORTH OF THE STATION AT ROTHERWOOD,
 GA1401'10 RAILS SOUTH OF MILEPOST 90, 12 FEET NORTH OF A PRIVATE GATE
 GA1401'AND A ROAD CROSSING, 48 FEET EAST OF THE TRACK.  A STANDARD DISK
 GA1401'STAMPED B 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0795 ***********************************************************************
 GD0795  DESIGNATION -  B 59
 GD0795  PID         -  GD0795
 GD0795  STATE/COUNTY-  TN/OBION
 GD0795  USGS QUAD   -  KENTON (1981)
 GD0795
 GD0795                         *CURRENT SURVEY CONTROL
 GD0795  ___________________________________________________________________
 GD0795* NAD 83(1986)-  36 13 16.     (N)    089 00 57.     (W)     SCALED    
 GD0795* NAVD 88     -        91.279  (meters)     299.47   (feet)  ADJUSTED  
 GD0795  ___________________________________________________________________
 GD0795  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0795  DYNAMIC HT  -          91.204 (meters)     299.23  (feet)  COMP
 GD0795  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 GD0795
 GD0795  VERT ORDER  -  SECOND    CLASS 0
 GD0795
 GD0795.The horizontal coordinates were scaled from a topographic map and have
 GD0795.an estimated accuracy of +/- 6 seconds.
 GD0795
 GD0795.The orthometric height was determined by differential leveling
 GD0795.and adjusted by the National Geodetic Survey in June 1991..
 GD0795
 GD0795.The geoid height was determined by GEOID03.
 GD0795
 GD0795.The dynamic height is computed by dividing the NAVD 88
 GD0795.geopotential number by the normal gravity value computed on the
 GD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0795.degrees latitude (g = 980.6199 gals.).
 GD0795
 GD0795.The modeled gravity was interpolated from observed gravity values.
 GD0795
 GD0795;                    North         East    Units  Estimated Accuracy
 GD0795;SPC TN       -   213,630.      328,890.      MT  (+/- 180 meters Scaled)
 GD0795
 GD0795                          SUPERSEDED SURVEY CONTROL
 GD0795
 GD0795  NGVD 29 (??/??/??)   91.295  (m)          299.52   (f) ADJUSTED    2 0
 GD0795
 GD0795.Superseded values are not recommended for survey control.
 GD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0795.See file dsdata.txt to determine how the superseded data were derived.
 GD0795
 GD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF188103(NAD 83)
 GD0795_MARKER: DB = BENCH MARK DISK
 GD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0795_STAMPING: B 59 1935
 GD0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0795+STABILITY: SURFACE MOTION
 GD0795
 GD0795  HISTORY     - Date     Condition        Report By
 GD0795  HISTORY     - 1935     MONUMENTED       CGS
 GD0795  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0795
 GD0795                          STATION DESCRIPTION
 GD0795
 GD0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0795'1.3 MI N FROM KENTON.
 GD0795'1.3 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0795'STATION AT KENTON, OBION COUNTY, 100 YARDS NORTH OF THE STATION
 GD0795'1 MILE SIGN, AT THE SOUTHWEST CORNER OF A BARNYARD, 15 YARDS
 GD0795'EAST OF THE CENTERLINE OF THE TRACK, AND 3 YARDS NORTH OF A
 GD0795'FENCE CORNER.  A STANDARD DISK, STAMPED B 59 1935 AND SET IN THE
 GD0795'TOP OF A CONCRETE POST.  NOTE-- THE RIGHT-OF-WAY HAS BEEN
 GD0795'CLEARED IN RECENT YEARS BY A BULLDOZER ALONG THE RR, AND ALL
 GD0795'OLD FENCES ARE GONE AND THE OLD BUILDINGS ARE DESTROYED.  IT IS
 GD0795'PRESUMED THAT THIS MARK WAS DESTROYED AT THE TIME THIS WORK WAS
 GD0795'DONE.
 GD0795
 GD0795                          STATION RECOVERY (1967)
 GD0795
 GD0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0559 ***********************************************************************
 GA0559  DESIGNATION -  B 59
 GA0559  PID         -  GA0559
 GA0559  STATE/COUNTY-  TN/WASHINGTON
 GA0559  USGS QUAD   -  JONESBOROUGH (1968)
 GA0559
 GA0559                         *CURRENT SURVEY CONTROL
 GA0559  ___________________________________________________________________
 GA0559* NAD 83(1986)-  36 17 35.     (N)    082 28 33.     (W)     SCALED    
 GA0559* NAVD 88     -       516.925  (meters)    1695.94   (feet)  ADJUSTED  
 GA0559  ___________________________________________________________________
 GA0559  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0559  DYNAMIC HT  -         516.431 (meters)    1694.32  (feet)  COMP
 GA0559  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 GA0559
 GA0559  VERT ORDER  -  SECOND    CLASS 0
 GA0559
 GA0559.The horizontal coordinates were scaled from a topographic map and have
 GA0559.an estimated accuracy of +/- 6 seconds.
 GA0559
 GA0559.The orthometric height was determined by differential leveling
 GA0559.and adjusted by the National Geodetic Survey in June 1991..
 GA0559
 GA0559.The geoid height was determined by GEOID03.
 GA0559
 GA0559.The dynamic height is computed by dividing the NAVD 88
 GA0559.geopotential number by the normal gravity value computed on the
 GA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0559.degrees latitude (g = 980.6199 gals.).
 GA0559
 GA0559.The modeled gravity was interpolated from observed gravity values.
 GA0559
 GA0559;                    North         East    Units  Estimated Accuracy
 GA0559;SPC TN       -   223,130.      916,500.      MT  (+/- 180 meters Scaled)
 GA0559
 GA0559                          SUPERSEDED SURVEY CONTROL
 GA0559
 GA0559  NGVD 29 (??/??/92)  517.059  (m)         1696.38   (f) ADJ UNCH    2 0
 GA0559
 GA0559.Superseded values are not recommended for survey control.
 GA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0559.See file dsdata.txt to determine how the superseded data were derived.
 GA0559
 GA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA674174(NAD 83)
 GA0559_MARKER: DB = BENCH MARK DISK
 GA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0559_STAMPING: B 59 1934
 GA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0559+STABILITY: SURFACE MOTION
 GA0559
 GA0559  HISTORY     - Date     Condition        Report By
 GA0559  HISTORY     - 1934     MONUMENTED       CGS
 GA0559  HISTORY     - 1935     GOOD             NGS
 GA0559  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0559
 GA0559                          STATION DESCRIPTION
 GA0559
 GA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0559'AT JONESBORO.
 GA0559'AT JONESBORO, WASHINGTON COUNTY, AT THE METHODIST CHURCH, 8
 GA0559'FEET EAST OF THE ENTRANCE WALK, AND 6 INCHES SOUTH OF THE
 GA0559'SIDEWALK.  A STANDARD DISK, STAMPED B 59 1934 AND SET IN THE TOP
 GA0559'OF A CONCRETE POST.
 GA0559
 GA0559                          STATION RECOVERY (1935)
 GA0559
 GA0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0559'RECOVERED IN GOOD CONDITION.
 GA0559
 GA0559                          STATION RECOVERY (2001)
 GA0559
 GA0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0004 ***********************************************************************
 FD0004  DESIGNATION -  B 6
 FD0004  PID         -  FD0004
 FD0004  STATE/COUNTY-  TN/RUTHERFORD
 FD0004  USGS QUAD   -  MURFREESBORO (1983)
 FD0004
 FD0004                         *CURRENT SURVEY CONTROL
 FD0004  ___________________________________________________________________
 FD0004* NAD 83(1986)-  35 48 15.     (N)    086 23 23.     (W)     SCALED    
 FD0004* NAVD 88     -       187.681  (meters)     615.75   (feet)  ADJUSTED  
 FD0004  ___________________________________________________________________
 FD0004  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0004  DYNAMIC HT  -         187.516 (meters)     615.21  (feet)  COMP
 FD0004  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 FD0004
 FD0004  VERT ORDER  -  FIRST     CLASS II
 FD0004
 FD0004.The horizontal coordinates were scaled from a topographic map and have
 FD0004.an estimated accuracy of +/- 6 seconds.
 FD0004
 FD0004.The orthometric height was determined by differential leveling
 FD0004.and adjusted by the National Geodetic Survey in June 1991..
 FD0004
 FD0004.The geoid height was determined by GEOID03.
 FD0004
 FD0004.The dynamic height is computed by dividing the NAVD 88
 FD0004.geopotential number by the normal gravity value computed on the
 FD0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0004.degrees latitude (g = 980.6199 gals.).
 FD0004
 FD0004.The modeled gravity was interpolated from observed gravity values.
 FD0004
 FD0004;                    North         East    Units  Estimated Accuracy
 FD0004;SPC TN       -   163,260.      564,780.      MT  (+/- 180 meters Scaled)
 FD0004
 FD0004                          SUPERSEDED SURVEY CONTROL
 FD0004
 FD0004  NGVD 29 (??/??/92)  187.691  (m)          615.78   (f) ADJ UNCH    1 2
 FD0004
 FD0004.Superseded values are not recommended for survey control.
 FD0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0004.See file dsdata.txt to determine how the superseded data were derived.
 FD0004
 FD0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE551624(NAD 83)
 FD0004_MARKER: DB = BENCH MARK DISK
 FD0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0004_STAMPING: B 6 1930 616.170
 FD0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0004+STABILITY: SURFACE MOTION
 FD0004
 FD0004  HISTORY     - Date     Condition        Report By
 FD0004  HISTORY     - 1930     MONUMENTED       CGS
 FD0004  HISTORY     - 1960     GOOD             NGS
 FD0004
 FD0004                          STATION DESCRIPTION
 FD0004
 FD0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0004'3 MI SE FROM MURFREESBORO.
 FD0004'3.1 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0004'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, RUTHERFORD COUNTY,
 FD0004'AT A ROAD CROSSING, 56 FEET NORTHWEST OF THE CENTER OF THE
 FD0004'CROSSING, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 FD0004'WEST OF THE WEST RAIL, 16.5 FEET SOUTHWEST OF AN ABANDONED
 FD0004'RAILWAY-SIGNAL FOUNDATION, AT POLE 34/21, 3 FEET EAST OF THE
 FD0004'RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 FD0004'POST, AND 1-1/2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 FD0004'DISK, STAMPED 616.170 B 6 1930 AND SET IN THE TOP OF A CONCRETE
 FD0004'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0737 ***********************************************************************
 GD0737  DESIGNATION -  B 60
 GD0737  PID         -  GD0737
 GD0737  STATE/COUNTY-  TN/LAKE
 GD0737  USGS QUAD   -  TIPTONVILLE (1981)
 GD0737
 GD0737                         *CURRENT SURVEY CONTROL
 GD0737  ___________________________________________________________________
 GD0737* NAD 83(1986)-  36 25 33.     (N)    089 25 47.     (W)     SCALED    
 GD0737* NAVD 88     -        87.622  (meters)     287.47   (feet)  ADJUSTED  
 GD0737  ___________________________________________________________________
 GD0737  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0737  DYNAMIC HT  -          87.552 (meters)     287.24  (feet)  COMP
 GD0737  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GD0737
 GD0737  VERT ORDER  -  SECOND    CLASS 0
 GD0737
 GD0737.The horizontal coordinates were scaled from a topographic map and have
 GD0737.an estimated accuracy of +/- 6 seconds.
 GD0737
 GD0737.The orthometric height was determined by differential leveling
 GD0737.and adjusted by the National Geodetic Survey in June 1991..
 GD0737
 GD0737.The geoid height was determined by GEOID03.
 GD0737
 GD0737.The dynamic height is computed by dividing the NAVD 88
 GD0737.geopotential number by the normal gravity value computed on the
 GD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0737.degrees latitude (g = 980.6199 gals.).
 GD0737
 GD0737.The modeled gravity was interpolated from observed gravity values.
 GD0737
 GD0737;                    North         East    Units  Estimated Accuracy
 GD0737;SPC TN       -   237,560.      292,500.      MT  (+/- 180 meters Scaled)
 GD0737
 GD0737                          SUPERSEDED SURVEY CONTROL
 GD0737
 GD0737  NGVD 29 (??/??/??)   87.682  (m)          287.67   (f) ADJUSTED    2 0
 GD0737
 GD0737.Superseded values are not recommended for survey control.
 GD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0737.See file dsdata.txt to determine how the superseded data were derived.
 GD0737
 GD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF821339(NAD 83)
 GD0737_MARKER: DB = BENCH MARK DISK
 GD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0737_STAMPING: B 60 1935
 GD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0737+STABILITY: SURFACE MOTION
 GD0737
 GD0737  HISTORY     - Date     Condition        Report By
 GD0737  HISTORY     - 1935     MONUMENTED       CGS
 GD0737  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0737
 GD0737                          STATION DESCRIPTION
 GD0737
 GD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0737'1 MI N FROM PROCTOR CITY.
 GD0737'1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0737'STATION AT PROCTOR CITY, LAKE COUNTY, 18 YARDS SOUTH OF THE
 GD0737'CENTERLINE OF A PRIVATE ROAD CROSSING, AT THE NORTHEAST CORNER
 GD0737'OF A BARNYARD, 6 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND
 GD0737'1 YARD WEST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED
 GD0737'B 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0737
 GD0737                          STATION RECOVERY (1963)
 GD0737
 GD0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0379 ***********************************************************************
 GD0379  DESIGNATION -  B 62
 GD0379  PID         -  GD0379
 GD0379  STATE/COUNTY-  TN/CARROLL
 GD0379  USGS QUAD   -  TREZEVANT EAST (1985)
 GD0379
 GD0379                         *CURRENT SURVEY CONTROL
 GD0379  ___________________________________________________________________
 GD0379* NAD 83(1986)-  36 05 53.     (N)    088 32 46.     (W)     SCALED    
 GD0379* NAVD 88     -       114.892  (meters)     376.94   (feet)  ADJUSTED  
 GD0379  ___________________________________________________________________
 GD0379  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0379  DYNAMIC HT  -         114.795 (meters)     376.62  (feet)  COMP
 GD0379  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GD0379
 GD0379  VERT ORDER  -  SECOND    CLASS 0
 GD0379
 GD0379.The horizontal coordinates were scaled from a topographic map and have
 GD0379.an estimated accuracy of +/- 6 seconds.
 GD0379
 GD0379.The orthometric height was determined by differential leveling
 GD0379.and adjusted by the National Geodetic Survey in June 1991..
 GD0379
 GD0379.The geoid height was determined by GEOID03.
 GD0379
 GD0379.The dynamic height is computed by dividing the NAVD 88
 GD0379.geopotential number by the normal gravity value computed on the
 GD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0379.degrees latitude (g = 980.6199 gals.).
 GD0379
 GD0379.The modeled gravity was interpolated from observed gravity values.
 GD0379
 GD0379;                    North         East    Units  Estimated Accuracy
 GD0379;SPC TN       -   198,780.      370,750.      MT  (+/- 180 meters Scaled)
 GD0379
 GD0379                          SUPERSEDED SURVEY CONTROL
 GD0379
 GD0379  NGVD 29 (??/??/??)  114.950  (m)          377.13   (f) ADJUSTED    2 0
 GD0379
 GD0379.Superseded values are not recommended for survey control.
 GD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0379.See file dsdata.txt to determine how the superseded data were derived.
 GD0379
 GD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE608959(NAD 83)
 GD0379_MARKER: DB = BENCH MARK DISK
 GD0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0379_STAMPING: B 62 1935
 GD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0379+STABILITY: SURFACE MOTION
 GD0379
 GD0379  HISTORY     - Date     Condition        Report By
 GD0379  HISTORY     - 1935     MONUMENTED       CGS
 GD0379  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0379
 GD0379                          STATION DESCRIPTION
 GD0379
 GD0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0379'2.7 MI SW FROM MC KENZIE.
 GD0379'2.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0379'FROM THE STATION AT MC KENZIE, CARROLL COUNTY, 3-1/2 RAILS
 GD0379'NORTHEAST OF MILEPOST 267, 42 FEET EAST OF THE CENTER OF A GRADE
 GD0379'CROSSING, 48 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 GD0379'8 INCHES INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GD0379'B 62 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RR
 GD0379'CO CLEARED THEIR RIGHT-OF-WAY WITH A BULLDOZER SEVERAL YEARS AGO
 GD0379'AND ALL THE OLD FENCES WERE TORN OUT AND THE DRAINAGE DITCHES
 GD0379'CLEANED.  IT IS ASSUMED THAT THIS MARK WAS DESTROYED DURING THIS
 GD0379'CONSTRUCTION WORK.
 GD0379
 GD0379                          STATION RECOVERY (1967)
 GD0379
 GD0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0994 ***********************************************************************
 FE0994  DESIGNATION -  B 64
 FE0994  PID         -  FE0994
 FE0994  STATE/COUNTY-  TN/HARDEMAN
 FE0994  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0994
 FE0994                         *CURRENT SURVEY CONTROL
 FE0994  ___________________________________________________________________
 FE0994* NAD 83(1986)-  35 02 56.     (N)    089 11 16.     (W)     SCALED    
 FE0994* NAVD 88     -       175.808  (meters)     576.80   (feet)  ADJUSTED  
 FE0994  ___________________________________________________________________
 FE0994  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0994  DYNAMIC HT  -         175.641 (meters)     576.25  (feet)  COMP
 FE0994  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FE0994
 FE0994  VERT ORDER  -  FIRST     CLASS II
 FE0994
 FE0994.The horizontal coordinates were scaled from a topographic map and have
 FE0994.an estimated accuracy of +/- 6 seconds.
 FE0994
 FE0994.The orthometric height was determined by differential leveling
 FE0994.and adjusted by the National Geodetic Survey in June 1991..
 FE0994.WARNING-Repeat measurements at this control monument indicate possible
 FE0994.vertical movement.
 FE0994
 FE0994.The geoid height was determined by GEOID03.
 FE0994
 FE0994.The dynamic height is computed by dividing the NAVD 88
 FE0994.geopotential number by the normal gravity value computed on the
 FE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0994.degrees latitude (g = 980.6199 gals.).
 FE0994
 FE0994.The modeled gravity was interpolated from observed gravity values.
 FE0994
 FE0994;                    North         East    Units  Estimated Accuracy
 FE0994;SPC TN       -    84,130.      309,210.      MT  (+/- 180 meters Scaled)
 FE0994
 FE0994                          SUPERSEDED SURVEY CONTROL
 FE0994
 FE0994  NGVD 29 (??/??/??)  175.851  (m)          576.94   (f) ADJUSTED    1 2
 FE0994
 FE0994.Superseded values are not recommended for survey control.
 FE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0994.See file dsdata.txt to determine how the superseded data were derived.
 FE0994
 FE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD004806(NAD 83)
 FE0994_MARKER: DB = BENCH MARK DISK
 FE0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0994_STAMPING: B 64 1935
 FE0994_MARK LOGO: CGS   
 FE0994_PROJECTION: FLUSH
 FE0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0994+STABILITY: SURFACE MOTION
 FE0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0994+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE0994
 FE0994  HISTORY     - Date     Condition        Report By
 FE0994  HISTORY     - 1935     MONUMENTED       CGS
 FE0994  HISTORY     - 1944     GOOD             CGS
 FE0994  HISTORY     - 1983     GOOD             NGS
 FE0994  HISTORY     - 20020923 GOOD             USACE
 FE0994  HISTORY     - 20040712 GOOD             USPSQD
 FE0994
 FE0994                          STATION DESCRIPTION
 FE0994
 FE0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0994'AT GRAND JUNCTION.
 FE0994'AT GRAND JUNCTION, HARDEMAN COUNTY, 125 FEET NORTH ALONG THE
 FE0994'ILLINOIS CENTRAL RAILROAD FROM THE SOUTHERN RAILWAY CROSSING, 33
 FE0994'FEET EAST OF THE EAST SIDE OF THE STATION, AND 19.6 FEET WEST OF
 FE0994'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B
 FE0994'64 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0994'0.1 FOOT ABOVE GROUND.
 FE0994
 FE0994                          STATION RECOVERY (1983)
 FE0994
 FE0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0994'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GRAND
 FE0994'JUNCTION LOCATED ABOUT THE CENTER OF A TRACK ROAD WHICH PARALLELS THE
 FE0994'ILLINOIS CENTRAL RAILROAD, 10.6 METERS (34.8 FT) EAST OF THE NORTHEAST
 FE0994'CORNER OF THE SOUTHERN RAILROAD STATION, 3.0 METERS (10.0 FT) EAST OF
 FE0994'A 1 INCH GAS LINE VENT PIPE, 5.2 METERS (17.0 FT) WEST OF THE WEST
 FE0994'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, AND 29.4 METERS (96.4 FT)
 FE0994'NORTH OF THE NORTH RAIL OF THE SOUTHERN RAILROAD.
 FE0994'THE MARK IS ABOVE LEVEL WITH ILLINOIS RAILROAD.
 FE0994
 FE0994                          STATION RECOVERY (2002)
 FE0994
 FE0994'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0994'EXCELLENT CANDIDATE FOR GPS NETWORK.
 FE0994
 FE0994                          STATION RECOVERY (2004)
 FE0994
 FE0994'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0576 ***********************************************************************
 FE0576  DESIGNATION -  B 65
 FE0576  PID         -  FE0576
 FE0576  STATE/COUNTY-  TN/MADISON
 FE0576  USGS QUAD   -  MEDON (1981)
 FE0576
 FE0576                         *CURRENT SURVEY CONTROL
 FE0576  ___________________________________________________________________
 FE0576* NAD 83(1986)-  35 28 25.     (N)    088 52 06.     (W)     SCALED    
 FE0576* NAVD 88     -       145.815  (meters)     478.39   (feet)  ADJUSTED  
 FE0576  ___________________________________________________________________
 FE0576  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0576  DYNAMIC HT  -         145.682 (meters)     477.96  (feet)  COMP
 FE0576  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 FE0576
 FE0576  VERT ORDER  -  SECOND    CLASS 0
 FE0576
 FE0576.The horizontal coordinates were scaled from a topographic map and have
 FE0576.an estimated accuracy of +/- 6 seconds.
 FE0576
 FE0576.The orthometric height was determined by differential leveling
 FE0576.and adjusted by the National Geodetic Survey in June 1991..
 FE0576
 FE0576.The geoid height was determined by GEOID03.
 FE0576
 FE0576.The dynamic height is computed by dividing the NAVD 88
 FE0576.geopotential number by the normal gravity value computed on the
 FE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0576.degrees latitude (g = 980.6199 gals.).
 FE0576
 FE0576.The modeled gravity was interpolated from observed gravity values.
 FE0576
 FE0576;                    North         East    Units  Estimated Accuracy
 FE0576;SPC TN       -   130,330.      339,720.      MT  (+/- 180 meters Scaled)
 FE0576
 FE0576                          SUPERSEDED SURVEY CONTROL
 FE0576
 FE0576  NGVD 29 (??/??/??)  145.830  (m)          478.44   (f) ADJUSTED    2 0
 FE0576
 FE0576.Superseded values are not recommended for survey control.
 FE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0576.See file dsdata.txt to determine how the superseded data were derived.
 FE0576
 FE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE304271(NAD 83)
 FE0576_MARKER: DB = BENCH MARK DISK
 FE0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0576_STAMPING: B 65 1935
 FE0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0576+STABILITY: SURFACE MOTION
 FE0576
 FE0576  HISTORY     - Date     Condition        Report By
 FE0576  HISTORY     - 1935     MONUMENTED       CGS
 FE0576  HISTORY     - 1961     MARK NOT FOUND   USGS
 FE0576
 FE0576                          STATION DESCRIPTION
 FE0576
 FE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0576'1.2 MI N FROM MEDON.
 FE0576'1.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0576'STATION AT MEDON, MADISON COUNTY, AT THE CROSSING OF OLD STATE
 FE0576'HIGHWAY 18, 30 FEET NORTH OF THE HIGHWAY, 40 FEET EAST OF THE
 FE0576'TRACK, AND 10 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK,
 FE0576'STAMPED B 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0576
 FE0576                          STATION RECOVERY (1961)
 FE0576
 FE0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FE0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0705 ***********************************************************************
 FE0705  DESIGNATION -  B 66
 FE0705  PID         -  FE0705
 FE0705  STATE/COUNTY-  TN/MADISON
 FE0705  USGS QUAD   -  MEDINA (1981)
 FE0705
 FE0705                         *CURRENT SURVEY CONTROL
 FE0705  ___________________________________________________________________
 FE0705* NAD 83(1986)-  35 46 48.     (N)    088 47 27.     (W)     SCALED    
 FE0705* NAVD 88     -       140.069  (meters)     459.54   (feet)  ADJUSTED  
 FE0705  ___________________________________________________________________
 FE0705  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0705  DYNAMIC HT  -         139.947 (meters)     459.14  (feet)  COMP
 FE0705  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 FE0705
 FE0705  VERT ORDER  -  FIRST     CLASS II
 FE0705
 FE0705.The horizontal coordinates were scaled from a topographic map and have
 FE0705.an estimated accuracy of +/- 6 seconds.
 FE0705
 FE0705.The orthometric height was determined by differential leveling
 FE0705.and adjusted by the National Geodetic Survey in June 1991..
 FE0705
 FE0705.The geoid height was determined by GEOID03.
 FE0705
 FE0705.The dynamic height is computed by dividing the NAVD 88
 FE0705.geopotential number by the normal gravity value computed on the
 FE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0705.degrees latitude (g = 980.6199 gals.).
 FE0705
 FE0705.The modeled gravity was interpolated from observed gravity values.
 FE0705
 FE0705;                    North         East    Units  Estimated Accuracy
 FE0705;SPC TN       -   164,100.      347,720.      MT  (+/- 180 meters Scaled)
 FE0705
 FE0705                          SUPERSEDED SURVEY CONTROL
 FE0705
 FE0705  NGVD 29 (??/??/??)  140.120  (m)          459.71   (f) ADJUSTED    1 2
 FE0705
 FE0705.Superseded values are not recommended for survey control.
 FE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0705.See file dsdata.txt to determine how the superseded data were derived.
 FE0705
 FE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE381610(NAD 83)
 FE0705_MARKER: DB = BENCH MARK DISK
 FE0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0705_STAMPING: B 66 1935
 FE0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0705+STABILITY: SURFACE MOTION
 FE0705
 FE0705  HISTORY     - Date     Condition        Report By
 FE0705  HISTORY     - 1935     MONUMENTED       CGS
 FE0705  HISTORY     - 1948     GOOD             CGS
 FE0705
 FE0705                          STATION DESCRIPTION
 FE0705
 FE0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0705'1.8 MI S FROM MEDINA.
 FE0705'ABOUT 1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0705'THE STATION AT MEDINA, ABOUT 0.2 MILE NORTH OF MILE POST C 459,
 FE0705'7 RAILS (85 YARDS) NORTH OF A SMALL DIRT ROAD CROSSING, 46.5
 FE0705'FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE R/W FENCE LINE,
 FE0705'24 FEET WEST OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A WHITE
 FE0705'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 FE0705'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1168 ***********************************************************************
 FE1168  DESIGNATION -  B 67
 FE1168  PID         -  FE1168
 FE1168  STATE/COUNTY-  TN/TIPTON
 FE1168  USGS QUAD   -  MASON (1973)
 FE1168
 FE1168                         *CURRENT SURVEY CONTROL
 FE1168  ___________________________________________________________________
 FE1168* NAD 83(1986)-  35 24 43.     (N)    089 32 14.     (W)     SCALED    
 FE1168* NAVD 88     -        95.770  (meters)     314.21   (feet)  ADJUSTED  
 FE1168  ___________________________________________________________________
 FE1168  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1168  DYNAMIC HT  -          95.686 (meters)     313.93  (feet)  COMP
 FE1168  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FE1168
 FE1168  VERT ORDER  -  SECOND    CLASS 0
 FE1168
 FE1168.The horizontal coordinates were scaled from a topographic map and have
 FE1168.an estimated accuracy of +/- 6 seconds.
 FE1168
 FE1168.The orthometric height was determined by differential leveling
 FE1168.and adjusted by the National Geodetic Survey in June 1991..
 FE1168
 FE1168.The geoid height was determined by GEOID03.
 FE1168
 FE1168.The dynamic height is computed by dividing the NAVD 88
 FE1168.geopotential number by the normal gravity value computed on the
 FE1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1168.degrees latitude (g = 980.6199 gals.).
 FE1168
 FE1168.The modeled gravity was interpolated from observed gravity values.
 FE1168
 FE1168;                    North         East    Units  Estimated Accuracy
 FE1168;SPC TN       -   125,480.      278,800.      MT  (+/- 180 meters Scaled)
 FE1168
 FE1168                          SUPERSEDED SURVEY CONTROL
 FE1168
 FE1168  NGVD 29 (??/??/??)   95.760  (m)          314.17   (f) ADJUSTED    2 0
 FE1168
 FE1168.Superseded values are not recommended for survey control.
 FE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1168.See file dsdata.txt to determine how the superseded data were derived.
 FE1168
 FE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE696216(NAD 83)
 FE1168_MARKER: DB = BENCH MARK DISK
 FE1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1168_STAMPING: B 67 1935
 FE1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1168+STABILITY: SURFACE MOTION
 FE1168
 FE1168  HISTORY     - Date     Condition        Report By
 FE1168  HISTORY     - 1935     MONUMENTED       CGS
 FE1168  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1168
 FE1168                          STATION DESCRIPTION
 FE1168
 FE1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1168'AT MASON.
 FE1168'AT MASON, TIPTON COUNTY, A U.S. HIGHWAY 70, AT THE HIGH SCHOOL, AT
 FE1168'THE NORTHEAST CORNER OF THE YARD, 37 FEET WEST OF THE CENTERLINE
 FE1168'OF U.S. HIGHWAY 70, AND 15 FEET SOUTH OF AN ALLEY.  A STANDARD
 FE1168'DISK, STAMPED B 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 FE1168'PROJECTING 3 INCHES ABOVE GROUND.
 FE1168
 FE1168                          STATION RECOVERY (1963)
 FE1168
 FE1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1204 ***********************************************************************
 FE1204  DESIGNATION -  B 68
 FE1204  PID         -  FE1204
 FE1204  STATE/COUNTY-  TN/SHELBY
 FE1204  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1204
 FE1204                         *CURRENT SURVEY CONTROL
 FE1204  ___________________________________________________________________
 FE1204* NAD 83(1986)-  35 09 48.     (N)    089 58 40.     (W)     SCALED    
 FE1204* NAVD 88     -        75.526  (meters)     247.79   (feet)  ADJUSTED  
 FE1204  ___________________________________________________________________
 FE1204  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1204  DYNAMIC HT  -          75.458 (meters)     247.57  (feet)  COMP
 FE1204  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FE1204
 FE1204  VERT ORDER  -  SECOND    CLASS 0
 FE1204
 FE1204.The horizontal coordinates were scaled from a topographic map and have
 FE1204.an estimated accuracy of +/- 6 seconds.
 FE1204
 FE1204.The orthometric height was determined by differential leveling
 FE1204.and adjusted by the National Geodetic Survey in June 1991..
 FE1204
 FE1204.The geoid height was determined by GEOID03.
 FE1204
 FE1204.The dynamic height is computed by dividing the NAVD 88
 FE1204.geopotential number by the normal gravity value computed on the
 FE1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1204.degrees latitude (g = 980.6199 gals.).
 FE1204
 FE1204.The modeled gravity was interpolated from observed gravity values.
 FE1204
 FE1204;                    North         East    Units  Estimated Accuracy
 FE1204;SPC TN       -    99,450.      237,690.      MT  (+/- 180 meters Scaled)
 FE1204
 FE1204                          SUPERSEDED SURVEY CONTROL
 FE1204
 FE1204  NGVD 29 (??/??/??)   75.516  (m)          247.76   (f) ADJUSTED    2 0
 FE1204
 FE1204.Superseded values are not recommended for survey control.
 FE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1204.See file dsdata.txt to determine how the superseded data were derived.
 FE1204
 FE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD287952(NAD 83)
 FE1204_MARKER: DB = BENCH MARK DISK
 FE1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1204_STAMPING: B 68 1935
 FE1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1204+STABILITY: SURFACE MOTION
 FE1204
 FE1204  HISTORY     - Date     Condition        Report By
 FE1204  HISTORY     - 1935     MONUMENTED       CGS
 FE1204  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1204
 FE1204                          STATION DESCRIPTION
 FE1204
 FE1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1204'AT MEMPHIS.
 FE1204'AT MEMPHIS, ON THE LOUISVILLE AND NASHVILLE RAILROAD, NEAR THE
 FE1204'EAST END OF A CUT, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 FE1204'TRACK.  A STANDARD DISK, STAMPED B 68 1935 AND SET IN THE TOP
 FE1204'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  STADIA
 FE1204'MEASUREMENTS LOCATE THIS MARK ABOUT MIDWAY BETWEEN BENCH MARKS
 FE1204'Z 67 AND D 68---2.3 MILES FROM Z 67 AND 2.1 MILES FROM D 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1365 ***********************************************************************
 FE1365  DESIGNATION -  B 69
 FE1365  PID         -  FE1365
 FE1365  STATE/COUNTY-  TN/TIPTON
 FE1365  USGS QUAD   -  MUNFORD (1983)
 FE1365
 FE1365                         *CURRENT SURVEY CONTROL
 FE1365  ___________________________________________________________________
 FE1365* NAD 83(1986)-  35 24 50.     (N)    089 49 10.     (W)     SCALED    
 FE1365* NAVD 88     -       108.520  (meters)     356.04   (feet)  ADJUSTED  
 FE1365  ___________________________________________________________________
 FE1365  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1365  DYNAMIC HT  -         108.425 (meters)     355.72  (feet)  COMP
 FE1365  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 FE1365
 FE1365  VERT ORDER  -  SECOND    CLASS 0
 FE1365
 FE1365.The horizontal coordinates were scaled from a topographic map and have
 FE1365.an estimated accuracy of +/- 6 seconds.
 FE1365
 FE1365.The orthometric height was determined by differential leveling
 FE1365.and adjusted by the National Geodetic Survey in June 1991..
 FE1365
 FE1365.The geoid height was determined by GEOID03.
 FE1365
 FE1365.The dynamic height is computed by dividing the NAVD 88
 FE1365.geopotential number by the normal gravity value computed on the
 FE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1365.degrees latitude (g = 980.6199 gals.).
 FE1365
 FE1365.The modeled gravity was interpolated from observed gravity values.
 FE1365
 FE1365;                    North         East    Units  Estimated Accuracy
 FE1365;SPC TN       -   126,660.      253,190.      MT  (+/- 180 meters Scaled)
 FE1365
 FE1365                          SUPERSEDED SURVEY CONTROL
 FE1365
 FE1365  NGVD 29 (??/??/??)  108.532  (m)          356.08   (f) ADJUSTED    2 0
 FE1365
 FE1365.Superseded values are not recommended for survey control.
 FE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1365.See file dsdata.txt to determine how the superseded data were derived.
 FE1365
 FE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE439225(NAD 83)
 FE1365_MARKER: DB = BENCH MARK DISK
 FE1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1365_STAMPING: B 69 1935
 FE1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1365+STABILITY: SURFACE MOTION
 FE1365
 FE1365  HISTORY     - Date     Condition        Report By
 FE1365  HISTORY     - 1935     MONUMENTED       CGS
 FE1365  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1365
 FE1365                          STATION DESCRIPTION
 FE1365
 FE1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1365'AT TIPTON.
 FE1365'AT TIPTON, TIPTON COUNTY, AT MILEPOST 367+2, 50 FEET SOUTH OF
 FE1365'THE ILLINOIS CENTRAL RAILROAD STATION, AND 30 FEET EAST OF THE
 FE1365'TRACK.  A STANDARD DISK, STAMPED B 69 1935 AND SET IN THE TOP
 FE1365'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0237 ***********************************************************************
 FD0237  DESIGNATION -  B 7
 FD0237  PID         -  FD0237
 FD0237  STATE/COUNTY-  TN/COFFEE
 FD0237  USGS QUAD   -  NORMANDY LAKE (1976)
 FD0237
 FD0237                         *CURRENT SURVEY CONTROL
 FD0237  ___________________________________________________________________
 FD0237* NAD 83(1986)-  35 24 09.     (N)    086 08 04.     (W)     SCALED    
 FD0237* NAVD 88     -       307.943  (meters)    1010.31   (feet)  ADJUSTED  
 FD0237  ___________________________________________________________________
 FD0237  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0237  DYNAMIC HT  -         307.647 (meters)    1009.34  (feet)  COMP
 FD0237  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 FD0237
 FD0237  VERT ORDER  -  SECOND    CLASS 0
 FD0237
 FD0237.The horizontal coordinates were scaled from a topographic map and have
 FD0237.an estimated accuracy of +/- 6 seconds.
 FD0237
 FD0237.The orthometric height was determined by differential leveling
 FD0237.and adjusted by the National Geodetic Survey in June 1991..
 FD0237
 FD0237.The geoid height was determined by GEOID03.
 FD0237
 FD0237.The dynamic height is computed by dividing the NAVD 88
 FD0237.geopotential number by the normal gravity value computed on the
 FD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0237.degrees latitude (g = 980.6199 gals.).
 FD0237
 FD0237.The modeled gravity was interpolated from observed gravity values.
 FD0237
 FD0237;                    North         East    Units  Estimated Accuracy
 FD0237;SPC TN       -   118,630.      587,790.      MT  (+/- 180 meters Scaled)
 FD0237
 FD0237                          SUPERSEDED SURVEY CONTROL
 FD0237
 FD0237  NGVD 29 (??/??/92)  307.929  (m)         1010.26   (f) ADJ UNCH    2 0
 FD0237
 FD0237.Superseded values are not recommended for survey control.
 FD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0237.See file dsdata.txt to determine how the superseded data were derived.
 FD0237
 FD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE785180(NAD 83)
 FD0237_MARKER: DB = BENCH MARK DISK
 FD0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0237_STAMPING: 1010.589 B 7 1930
 FD0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0237+STABILITY: SURFACE MOTION
 FD0237
 FD0237  HISTORY     - Date     Condition        Report By
 FD0237  HISTORY     - 1930     MONUMENTED       CGS
 FD0237  HISTORY     - 1934     GOOD             NGS
 FD0237
 FD0237                          STATION DESCRIPTION
 FD0237
 FD0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0237'5.2 MI NE FROM TULLAHOMA.
 FD0237'5.2 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0237'LOUIS RAILWAY FROM TULLAHOMA, COFFEE COUNTY, AT THE STATION AT
 FD0237'HICKERSON, 15 FEET SOUTHEAST OF THE SOUTHEAST SIDE, AND 9 FEET
 FD0237'SOUTHWEST OF THE NORTHEAST SIDE, A STANDARD DISK, STAMPED
 FD0237'1010.589 B 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1997 ***********************************************************************
 FB1997  DESIGNATION -  B 7
 FB1997  PID         -  FB1997
 FB1997  STATE/COUNTY-  TN/BLOUNT
 FB1997  USGS QUAD   -  WILDWOOD (1988)
 FB1997
 FB1997                         *CURRENT SURVEY CONTROL
 FB1997  ___________________________________________________________________
 FB1997* NAD 83(1986)-  35 45 40.     (N)    083 52 27.     (W)     SCALED    
 FB1997* NAVD 88     -       298.51   (+/-2cm)     979.4    (feet)  VERTCON   
 FB1997  ___________________________________________________________________
 FB1997  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1997
 FB1997  VERT ORDER  -  ? (See Below)
 FB1997
 FB1997.The horizontal coordinates were scaled from a topographic map and have
 FB1997.an estimated accuracy of +/- 6 seconds.
 FB1997
 FB1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1997.The vertical order pertains to the NGVD 29 superseded value.
 FB1997
 FB1997.The geoid height was determined by GEOID03.
 FB1997
 FB1997;                    North         East    Units  Estimated Accuracy
 FB1997;SPC TN       -   160,500.      792,220.      MT  (+/- 180 meters Scaled)
 FB1997
 FB1997                          SUPERSEDED SURVEY CONTROL
 FB1997
 FB1997  NGVD 29 (??/??/92)  298.631  (m)          979.76   (f) ADJ UNCH    ?  
 FB1997
 FB1997.Superseded values are not recommended for survey control.
 FB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1997.See file dsdata.txt to determine how the superseded data were derived.
 FB1997
 FB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV401612(NAD 83)
 FB1997_MARKER: DD = SURVEY DISK
 FB1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1997_SP_SET: STEP
 FB1997_STAMPING: B 7 1928
 FB1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1997
 FB1997  HISTORY     - Date     Condition        Report By
 FB1997  HISTORY     - 1928     MONUMENTED       USGS
 FB1997  HISTORY     - 1938     GOOD             TVA
 FB1997
 FB1997                          STATION DESCRIPTION
 FB1997
 FB1997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1997'5.3 MI E FROM MARYVILLE.
 FB1997'5.3 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB1997'U.S. HIGHWAY 129 AT MARYVILLE, AT THE NORTHEAST ENTRANCE TO
 FB1997'PLEASANT GROVE BAPTIST CHURCH, IN THE TOP OF THE NORTH END OF THE
 FB1997'SECOND STEP, AND NEAR THE PAINTED FIGURES 979.5.  A UNITED STATES
 FB1997'GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 7 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0589 ***********************************************************************
 FE0589  DESIGNATION -  B 72
 FE0589  PID         -  FE0589
 FE0589  STATE/COUNTY-  TN/HARDEMAN
 FE0589  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0589
 FE0589                         *CURRENT SURVEY CONTROL
 FE0589  ___________________________________________________________________
 FE0589* NAD 83(1986)-  35 15 28.     (N)    088 59 22.     (W)     SCALED    
 FE0589* NAVD 88     -       132.159  (meters)     433.59   (feet)  ADJUSTED  
 FE0589  ___________________________________________________________________
 FE0589  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0589  DYNAMIC HT  -         132.037 (meters)     433.19  (feet)  COMP
 FE0589  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FE0589
 FE0589  VERT ORDER  -  SECOND    CLASS 0
 FE0589
 FE0589.The horizontal coordinates were scaled from a topographic map and have
 FE0589.an estimated accuracy of +/- 6 seconds.
 FE0589
 FE0589.The orthometric height was determined by differential leveling
 FE0589.and adjusted by the National Geodetic Survey in June 1991..
 FE0589
 FE0589.The geoid height was determined by GEOID03.
 FE0589
 FE0589.The dynamic height is computed by dividing the NAVD 88
 FE0589.geopotential number by the normal gravity value computed on the
 FE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0589.degrees latitude (g = 980.6199 gals.).
 FE0589
 FE0589.The modeled gravity was interpolated from observed gravity values.
 FE0589
 FE0589;                    North         East    Units  Estimated Accuracy
 FE0589;SPC TN       -   106,720.      328,000.      MT  (+/- 180 meters Scaled)
 FE0589
 FE0589                          SUPERSEDED SURVEY CONTROL
 FE0589
 FE0589  NGVD 29 (??/??/??)  132.146  (m)          433.55   (f) ADJUSTED    2 0
 FE0589
 FE0589.Superseded values are not recommended for survey control.
 FE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0589.See file dsdata.txt to determine how the superseded data were derived.
 FE0589
 FE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE190034(NAD 83)
 FE0589_MARKER: DB = BENCH MARK DISK
 FE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0589_STAMPING: B 72 1945
 FE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0589+STABILITY: SURFACE MOTION
 FE0589
 FE0589  HISTORY     - Date     Condition        Report By
 FE0589  HISTORY     - 1935     MONUMENTED       CGS
 FE0589  HISTORY     - 20020918 POOR             USACE
 FE0589
 FE0589                          STATION DESCRIPTION
 FE0589
 FE0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0589'AT BOLIVAR.
 FE0589'AT BOLIVAR, HARDEMAN COUNTY, ON WASHINGTON STREET, AT CENTRAL
 FE0589'HIGH SCHOOL, 80 FEET SOUTH OF THE FRONT DOOR, 15 FEET NORTH OF THE
 FE0589'CENTERLINE OF WASHINGTON STREET, AND 2 FEET EAST OF THE SIDEWALK.
 FE0589'A STANDARD DISK, STAMPED B 72 1945 AND SET IN THE TOP OF A
 FE0589'CONCRETE POST.
 FE0589
 FE0589                          STATION RECOVERY (2002)
 FE0589
 FE0589'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0589'MARK DESTROYED. OLD HIGH SCHOOL TORN DOWN AND NEW MUNICIPAL BUILDING
 FE0589'COMPLEX BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1026 ***********************************************************************
 FE1026  DESIGNATION -  B 73
 FE1026  PID         -  FE1026
 FE1026  STATE/COUNTY-  TN/FAYETTE
 FE1026  USGS QUAD   -  SOMERVILLE (1981)
 FE1026
 FE1026                         *CURRENT SURVEY CONTROL
 FE1026  ___________________________________________________________________
 FE1026* NAD 83(1986)-  35 14 37.     (N)    089 21 00.     (W)     SCALED    
 FE1026* NAVD 88     -       119.930  (meters)     393.47   (feet)  ADJUSTED  
 FE1026  ___________________________________________________________________
 FE1026  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1026  DYNAMIC HT  -         119.821 (meters)     393.11  (feet)  COMP
 FE1026  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE1026
 FE1026  VERT ORDER  -  SECOND    CLASS 0
 FE1026
 FE1026.The horizontal coordinates were scaled from a topographic map and have
 FE1026.an estimated accuracy of +/- 6 seconds.
 FE1026
 FE1026.The orthometric height was determined by differential leveling
 FE1026.and adjusted by the National Geodetic Survey in June 1991..
 FE1026
 FE1026.The geoid height was determined by GEOID03.
 FE1026
 FE1026.The dynamic height is computed by dividing the NAVD 88
 FE1026.geopotential number by the normal gravity value computed on the
 FE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1026.degrees latitude (g = 980.6199 gals.).
 FE1026
 FE1026.The modeled gravity was interpolated from observed gravity values.
 FE1026
 FE1026;                    North         East    Units  Estimated Accuracy
 FE1026;SPC TN       -   106,210.      295,150.      MT  (+/- 180 meters Scaled)
 FE1026
 FE1026                          SUPERSEDED SURVEY CONTROL
 FE1026
 FE1026  NGVD 29 (??/??/??)  119.916  (m)          393.42   (f) ADJUSTED    2 0
 FE1026
 FE1026.Superseded values are not recommended for survey control.
 FE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1026.See file dsdata.txt to determine how the superseded data were derived.
 FE1026
 FE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE861025(NAD 83)
 FE1026_MARKER: DB = BENCH MARK DISK
 FE1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1026_STAMPING: B 73 1935
 FE1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1026+STABILITY: SURFACE MOTION
 FE1026
 FE1026  HISTORY     - Date     Condition        Report By
 FE1026  HISTORY     - 1935     MONUMENTED       CGS
 FE1026  HISTORY     - 1951     GOOD             USGS
 FE1026  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1026
 FE1026                          STATION DESCRIPTION
 FE1026
 FE1026'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FE1026'AT SOMERVILLE.
 FE1026'AT SOMERVILLE, FAYETTE COUNTY, ON U.S. HIGHWAY 64, 47 FEET
 FE1026'SOUTH OF THE COUNTY COURTHOUSE, 20 FEET EAST OF THE CENTER OF THE
 FE1026'WALK LEADING TO THE SOUTH DOOR, 30 FEET NORTH OF THE CENTERLINE
 FE1026'OF THE HIGHWAY, AND 8 FEET NORTH OF THE CURB.  A STANDARD DISK,
 FE1026'STAMPED B 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1026
 FE1026                          STATION RECOVERY (2002)
 FE1026
 FE1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1026'HWY 64 WIDENED AND NEW SIDEWALK AND CURB POURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1776 ***********************************************************************
 FE1776  DESIGNATION -  B 74
 FE1776  PID         -  FE1776
 FE1776  STATE/COUNTY-  TN/LAUDERDALE
 FE1776  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1776
 FE1776                         *CURRENT SURVEY CONTROL
 FE1776  ___________________________________________________________________
 FE1776* NAD 83(1986)-  35 45 47.     (N)    089 33 48.     (W)     SCALED    
 FE1776* NAVD 88     -       102.092  (meters)     334.95   (feet)  ADJUSTED  
 FE1776  ___________________________________________________________________
 FE1776  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1776  DYNAMIC HT  -         102.005 (meters)     334.66  (feet)  COMP
 FE1776  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 FE1776
 FE1776  VERT ORDER  -  FIRST     CLASS I
 FE1776
 FE1776.The horizontal coordinates were scaled from a topographic map and have
 FE1776.an estimated accuracy of +/- 6 seconds.
 FE1776
 FE1776.The orthometric height was determined by differential leveling
 FE1776.and adjusted by the National Geodetic Survey in June 1991..
 FE1776.WARNING-Repeat measurements at this control monument indicate possible
 FE1776.vertical movement.
 FE1776
 FE1776.The geoid height was determined by GEOID03.
 FE1776
 FE1776.The dynamic height is computed by dividing the NAVD 88
 FE1776.geopotential number by the normal gravity value computed on the
 FE1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1776.degrees latitude (g = 980.6199 gals.).
 FE1776
 FE1776.The modeled gravity was interpolated from observed gravity values.
 FE1776
 FE1776;                    North         East    Units  Estimated Accuracy
 FE1776;SPC TN       -   164,490.      277,850.      MT  (+/- 180 meters Scaled)
 FE1776
 FE1776                          SUPERSEDED SURVEY CONTROL
 FE1776
 FE1776  NGVD 29 (??/??/??)  102.051  (m)          334.81   (f) ADJUSTED    1 1
 FE1776
 FE1776.Superseded values are not recommended for survey control.
 FE1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1776.See file dsdata.txt to determine how the superseded data were derived.
 FE1776
 FE1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682606(NAD 83)
 FE1776_MARKER: DB = BENCH MARK DISK
 FE1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1776_STAMPING: B 74 1935
 FE1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1776+STABILITY: SURFACE MOTION
 FE1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1776+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1776
 FE1776  HISTORY     - Date     Condition        Report By
 FE1776  HISTORY     - 1935     MONUMENTED       CGS
 FE1776  HISTORY     - 1974     GOOD             NGS
 FE1776  HISTORY     - 20020809 GOOD             USACE
 FE1776  HISTORY     - 20031014 GOOD             INDIV
 FE1776
 FE1776                          STATION DESCRIPTION
 FE1776
 FE1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1776'2.4 MI NW FROM RIPLEY.
 FE1776'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1776'COURTHOUSE AT RIPLEY, ALSO, 1.6 MILES EAST OF THE ARP ELEMENTARY
 FE1776'SCHOOL, 0.95 MILE NORTHWEST OF A CONCRETE OVERPASS OF NEW U.S.
 FE1776'HIGHWAY 51 BYPASS, 109 FEET WEST OF THE CENTER LINE OF A GRAVEL
 FE1776'ROAD LEADING NORTH, 108 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 FE1776'CORNER OF A FRAME HOUSE, 37 1/2 FEET NORTH OF THE CENTER LINE
 FE1776'OF STATE HIGHWAY 19, 25.7 FEET WEST OF A 30-INCH GUM TREE, 11.5
 FE1776'FEET EAST OF A FENCE CORNER POST, 1 FOOT ABOVE HIGHWAY AND IN THE
 FE1776'TOP OF A CONCRETE POST PROJECTING 3-INCHES ABOVE THE LAWN.
 FE1776
 FE1776                          STATION RECOVERY (2002)
 FE1776
 FE1776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1776'RECOVERED IN GOOD CONDITION.
 FE1776
 FE1776                          STATION RECOVERY (2003)
 FE1776
 FE1776'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1776'THE GRAVEL RD NORTH IN THE 1974 DESCRIPTION IS NOW AUSTIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0485 ***********************************************************************
 FF0485  DESIGNATION -  B 75
 FF0485  PID         -  FF0485
 FF0485  STATE/COUNTY-  TN/SHELBY
 FF0485  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0485
 FF0485                         *CURRENT SURVEY CONTROL
 FF0485  ___________________________________________________________________
 FF0485* NAD 83(1986)-  35 08 16.     (N)    090 03 28.     (W)     SCALED    
 FF0485* NAVD 88     -        86.428  (meters)     283.56   (feet)  ADJUSTED  
 FF0485  ___________________________________________________________________
 FF0485  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0485  DYNAMIC HT  -          86.350 (meters)     283.30  (feet)  COMP
 FF0485  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FF0485
 FF0485  VERT ORDER  -  FIRST     CLASS I
 FF0485
 FF0485.The horizontal coordinates were scaled from a topographic map and have
 FF0485.an estimated accuracy of +/- 6 seconds.
 FF0485
 FF0485.The orthometric height was determined by differential leveling
 FF0485.and adjusted by the National Geodetic Survey in June 1991..
 FF0485
 FF0485.The geoid height was determined by GEOID03.
 FF0485
 FF0485.The dynamic height is computed by dividing the NAVD 88
 FF0485.geopotential number by the normal gravity value computed on the
 FF0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0485.degrees latitude (g = 980.6199 gals.).
 FF0485
 FF0485.The modeled gravity was interpolated from observed gravity values.
 FF0485
 FF0485;                    North         East    Units  Estimated Accuracy
 FF0485;SPC TN       -    96,920.      230,290.      MT  (+/- 180 meters Scaled)
 FF0485
 FF0485                          SUPERSEDED SURVEY CONTROL
 FF0485
 FF0485  NGVD 29 (??/??/??)   86.387  (m)          283.42   (f) ADJUSTED    1 1
 FF0485
 FF0485.Superseded values are not recommended for survey control.
 FF0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0485.See file dsdata.txt to determine how the superseded data were derived.
 FF0485
 FF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU680922(NAD 83)
 FF0485_MARKER: DB = BENCH MARK DISK
 FF0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0485_SP_SET: BRICK BUILDING
 FF0485_STAMPING: B 75 1956
 FF0485_MARK LOGO: CGS   
 FF0485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0485+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0485
 FF0485  HISTORY     - Date     Condition        Report By
 FF0485  HISTORY     - 1956     MONUMENTED       CGS
 FF0485  HISTORY     - 1974     GOOD             NGS
 FF0485  HISTORY     - 1976     GOOD             NGS
 FF0485  HISTORY     - 19950516 GOOD             TN1620
 FF0485  HISTORY     - 20001128 GOOD             USE
 FF0485
 FF0485                          STATION DESCRIPTION
 FF0485
 FF0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0485'AT MEMPHIS.
 FF0485'AT MEMPHIS, 0.6 MILE SOUTHWEST ALONG SOUTH FRONT STREET FROM THE
 FF0485'COURTHOUSE-CUSTOM HOUSE-POST OFFICE, AT THE INTERSECTION WITH VANCE
 FF0485'AVENUE, 34.5 FEET NORTHEAST OF THE CENTER LINE OF VANCE AVENUE,
 FF0485'30 FEET SOUTHEAST OF THE CENTER LINE OF SOUTH FRONT STREET, AT
 FF0485'THE WEST CORNER OF A VACANT THREE STORY BRICK BUILDING, SET
 FF0485'VERTICALLY IN THE NORTHWEST FACE OF THE BUILDING, 1.4 FEET NORTHEAST
 FF0485'OF THE WEST CORNER, 2 FEET ABOVE SIDEWALK.
 FF0485
 FF0485                          STATION RECOVERY (1976)
 FF0485
 FF0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0485'RECOVERED IN GOOD CONDITION.
 FF0485
 FF0485                          STATION RECOVERY (1995)
 FF0485
 FF0485'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0485'RECOVERED IN GOOD CONDITION.
 FF0485
 FF0485                          STATION RECOVERY (2000)
 FF0485
 FF0485'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1201 ***********************************************************************
 FE1201  DESIGNATION -  B 76
 FE1201  PID         -  FE1201
 FE1201  STATE/COUNTY-  TN/SHELBY
 FE1201  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1201
 FE1201                         *CURRENT SURVEY CONTROL
 FE1201  ___________________________________________________________________
 FE1201* NAD 83(1986)-  35 10 08.     (N)    089 57 36.     (W)     SCALED    
 FE1201* NAVD 88     -        75.623  (meters)     248.11   (feet)  ADJUSTED  
 FE1201  ___________________________________________________________________
 FE1201  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1201  DYNAMIC HT  -          75.554 (meters)     247.88  (feet)  COMP
 FE1201  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FE1201
 FE1201  VERT ORDER  -  SECOND    CLASS 0
 FE1201
 FE1201.The horizontal coordinates were scaled from a topographic map and have
 FE1201.an estimated accuracy of +/- 6 seconds.
 FE1201
 FE1201.The orthometric height was determined by differential leveling
 FE1201.and adjusted by the National Geodetic Survey in June 1991..
 FE1201
 FE1201.The geoid height was determined by GEOID03.
 FE1201
 FE1201.The dynamic height is computed by dividing the NAVD 88
 FE1201.geopotential number by the normal gravity value computed on the
 FE1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1201.degrees latitude (g = 980.6199 gals.).
 FE1201
 FE1201.The modeled gravity was interpolated from observed gravity values.
 FE1201
 FE1201;                    North         East    Units  Estimated Accuracy
 FE1201;SPC TN       -   100,000.      239,340.      MT  (+/- 180 meters Scaled)
 FE1201
 FE1201                          SUPERSEDED SURVEY CONTROL
 FE1201
 FE1201  NGVD 29 (??/??/??)   75.601  (m)          248.03   (f) ADJUSTED    2 0
 FE1201
 FE1201.Superseded values are not recommended for survey control.
 FE1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1201.See file dsdata.txt to determine how the superseded data were derived.
 FE1201
 FE1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD304957(NAD 83)
 FE1201_MARKER: DB = BENCH MARK DISK
 FE1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1201_SP_SET: BUILDING
 FE1201_STAMPING: B 76 1956
 FE1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1201+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1201
 FE1201  HISTORY     - Date     Condition        Report By
 FE1201  HISTORY     - 1956     MONUMENTED       CGS
 FE1201  HISTORY     - 19941120 GOOD             TN1620
 FE1201  HISTORY     - 20021015 GOOD             USACE
 FE1201
 FE1201                          STATION DESCRIPTION
 FE1201
 FE1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1201'AT MEMPHIS.
 FE1201'AT MEMPHIS, ALONG WARFORD STREET, ABOUT 0.15 MILE NORTH OF
 FE1201'CROSSING OF WARFORD STREET AND THE LOUISVILLE AND NASHVILLE
 FE1201'RAILROAD, SET VERTICALLY IN THE WEST BRICK FACE OF MAIN OFFICE
 FE1201'OF THE WILSON AND COMPANY, INC AT 1400 WARFORD STREET, 16 FEET
 FE1201'EAST OF EAST CURB LINE OF WARFORD STREET, 2 1/2 FEET NORTH OF
 FE1201'SOUTHWEST CORNER OF BUILDING AND ABOUT 2 FEET ABOVE GROUND.
 FE1201
 FE1201                          STATION RECOVERY (1994)
 FE1201
 FE1201'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1201'RECOVERED IN GOOD CONDITION.
 FE1201
 FE1201                          STATION RECOVERY (2002)
 FE1201
 FE1201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1201'BUILDING NOW ABANDONED, CHAIN LINK FENCE SURROUNDS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1665 ***********************************************************************
 GB1665  DESIGNATION -  B 78
 GB1665  PID         -  GB1665
 GB1665  STATE/COUNTY-  TN/OVERTON
 GB1665  USGS QUAD   -  LIVINGSTON (1986)
 GB1665
 GB1665                         *CURRENT SURVEY CONTROL
 GB1665  ___________________________________________________________________
 GB1665* NAD 83(1986)-  36 23 42.     (N)    085 18 08.     (W)     SCALED    
 GB1665* NAVD 88     -       329.532  (meters)    1081.14   (feet)  POSTED    
 GB1665  ___________________________________________________________________
 GB1665  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB1665  DYNAMIC HT  -         329.240 (meters)    1080.18  (feet)  COMP
 GB1665  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1665
 GB1665  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1665
 GB1665.The horizontal coordinates were scaled from a topographic map and have
 GB1665.an estimated accuracy of +/- 6 seconds.
 GB1665
 GB1665.The orthometric height was determined by differential leveling
 GB1665.and adjusted by the National Geodetic Survey in 1992..
 GB1665.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1665.rate of 1.1 thru 2.0 mm/km.
 GB1665
 GB1665.The geoid height was determined by GEOID03.
 GB1665
 GB1665.The dynamic height is computed by dividing the NAVD 88
 GB1665.geopotential number by the normal gravity value computed on the
 GB1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1665.degrees latitude (g = 980.6199 gals.).
 GB1665
 GB1665.The modeled gravity was interpolated from observed gravity values.
 GB1665
 GB1665;                    North         East    Units  Estimated Accuracy
 GB1665;SPC TN       -   228,970.      662,600.      MT  (+/- 180 meters Scaled)
 GB1665
 GB1665                          SUPERSEDED SURVEY CONTROL
 GB1665
 GB1665  NGVD 29 (??/??/92)  329.615  (m)         1081.41   (f) ADJ UNCH    2 0
 GB1665
 GB1665.Superseded values are not recommended for survey control.
 GB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1665.See file dsdata.txt to determine how the superseded data were derived.
 GB1665
 GB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF522291(NAD 83)
 GB1665_MARKER: DB = BENCH MARK DISK
 GB1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1665_STAMPING: B 78 1935
 GB1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1665+STABILITY: SURFACE MOTION
 GB1665
 GB1665  HISTORY     - Date     Condition        Report By
 GB1665  HISTORY     - 1935     MONUMENTED       CGS
 GB1665
 GB1665                          STATION DESCRIPTION
 GB1665
 GB1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1665'1.5 MI N FROM LIVINGSTON.
 GB1665'1.5 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE COURTHOUSE AT
 GB1665'LIVINGSTON, OVERTON COUNTY, 150 YARDS SOUTHWEST OF A FRAME HOUSE
 GB1665'OWNED BY JOHN BILLINGS, 27 FEET WEST OF THE CENTERLINE OF THE
 GB1665'HIGHWAY, 3.5 FEET NORTHWEST OF A FENCE CORNER, AND ABOUT 1 FOOT
 GB1665'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 78 1935 AND
 GB1665'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1988 ***********************************************************************
 FB1988  DESIGNATION -  B 8
 FB1988  PID         -  FB1988
 FB1988  STATE/COUNTY-  TN/BLOUNT
 FB1988  USGS QUAD   -  WILDWOOD (1988)
 FB1988
 FB1988                         *CURRENT SURVEY CONTROL
 FB1988  ___________________________________________________________________
 FB1988* NAD 83(1986)-  35 45 15.     (N)    083 50 30.     (W)     SCALED    
 FB1988* NAVD 88     -       273.77   (+/-2cm)     898.2    (feet)  VERTCON   
 FB1988  ___________________________________________________________________
 FB1988  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FB1988
 FB1988  VERT ORDER  -  ? (See Below)
 FB1988
 FB1988.The horizontal coordinates were scaled from a topographic map and have
 FB1988.an estimated accuracy of +/- 6 seconds.
 FB1988
 FB1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1988.The vertical order pertains to the NGVD 29 superseded value.
 FB1988
 FB1988.The geoid height was determined by GEOID03.
 FB1988
 FB1988;                    North         East    Units  Estimated Accuracy
 FB1988;SPC TN       -   159,790.      795,180.      MT  (+/- 180 meters Scaled)
 FB1988
 FB1988                          SUPERSEDED SURVEY CONTROL
 FB1988
 FB1988  NGVD 29 (??/??/92)  273.885  (m)          898.57   (f) ADJ UNCH    ?  
 FB1988
 FB1988.Superseded values are not recommended for survey control.
 FB1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1988.See file dsdata.txt to determine how the superseded data were derived.
 FB1988
 FB1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430604(NAD 83)
 FB1988_MARKER: DD = SURVEY DISK
 FB1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1988_STAMPING: B 8 1928
 FB1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1988+STABILITY: SURFACE MOTION
 FB1988
 FB1988  HISTORY     - Date     Condition        Report By
 FB1988  HISTORY     - 1928     MONUMENTED       USGS
 FB1988  HISTORY     - 1938     GOOD             TVA
 FB1988  HISTORY     - 20050215 POOR             CAS
 FB1988
 FB1988                          STATION DESCRIPTION
 FB1988
 FB1988'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1988'8.2 MI E FROM MARYVILLE.
 FB1988'8.2 MILES EAST OF MARYVILLE, 2.5 MILES NORTHWEST ALONG STATE
 FB1988'HIGHWAY 73 FROM WALLAND, IN LITTLE RIVER VALLEY, 105 FEET
 FB1988'SOUTHWEST OF A HOUSE, AND 2 FEET SOUTHEAST OF A 24-INCH LOCUST
 FB1988'TREE PAINTED 898.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1988'DISK, STAMPED B 8 1928 AND SET IN THE TOP OF A CONCRETE POST.
 FB1988
 FB1988                          STATION RECOVERY (2005)
 FB1988
 FB1988'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FB1988'THE STATION SEEMS TO HAVE BEEN DISTURBED TO A SMALL DEGREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1001 ***********************************************************************
 FC1001  DESIGNATION -  B 8
 FC1001  PID         -  FC1001
 FC1001  STATE/COUNTY-  TN/WHITE
 FC1001  USGS QUAD   -  DE ROSSETT (1984)
 FC1001
 FC1001                         *CURRENT SURVEY CONTROL
 FC1001  ___________________________________________________________________
 FC1001* NAD 83(1986)-  35 56 38.     (N)    085 21 51.     (W)     SCALED    
 FC1001* NAVD 88     -       508.239  (meters)    1667.45   (feet)  ADJUSTED  
 FC1001  ___________________________________________________________________
 FC1001  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1001  DYNAMIC HT  -         507.766 (meters)    1665.90  (feet)  COMP
 FC1001  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FC1001
 FC1001  VERT ORDER  -  SECOND    CLASS 0
 FC1001
 FC1001.The horizontal coordinates were scaled from a topographic map and have
 FC1001.an estimated accuracy of +/- 6 seconds.
 FC1001
 FC1001.The orthometric height was determined by differential leveling
 FC1001.and adjusted by the National Geodetic Survey in June 1991..
 FC1001
 FC1001.The geoid height was determined by GEOID03.
 FC1001
 FC1001.The dynamic height is computed by dividing the NAVD 88
 FC1001.geopotential number by the normal gravity value computed on the
 FC1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1001.degrees latitude (g = 980.6199 gals.).
 FC1001
 FC1001.The modeled gravity was interpolated from observed gravity values.
 FC1001
 FC1001;                    North         East    Units  Estimated Accuracy
 FC1001;SPC TN       -   178,880.      657,370.      MT  (+/- 180 meters Scaled)
 FC1001
 FC1001                          SUPERSEDED SURVEY CONTROL
 FC1001
 FC1001  NGVD 29 (??/??/92)  508.293  (m)         1667.62   (f) ADJ UNCH    2 0
 FC1001
 FC1001.Superseded values are not recommended for survey control.
 FC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1001.See file dsdata.txt to determine how the superseded data were derived.
 FC1001
 FC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE475789(NAD 83)
 FC1001_MARKER: DB = BENCH MARK DISK
 FC1001_SETTING: 66 = SET IN ROCK OUTCROP
 FC1001_SP_SET: ROCK LEDGE
 FC1001_STAMPING: 1667.798 B 8 1931
 FC1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1001+STABILITY: POSITION/ELEVATION WELL
 FC1001
 FC1001  HISTORY     - Date     Condition        Report By
 FC1001  HISTORY     - 1931     MONUMENTED       CGS
 FC1001  HISTORY     - 1943     GOOD             NGS
 FC1001
 FC1001                          STATION DESCRIPTION
 FC1001
 FC1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1001'AT BON AIR.
 FC1001'AT BON AIR, WHITE COUNTY, 58 FEET NORTHEAST OF THE EAST END OF THE
 FC1001'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, IN A ROCK
 FC1001'LEDGE, 26 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 5
 FC1001'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 1667.798 B 8
 FC1001'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0176 ***********************************************************************
 GC0176  DESIGNATION -  B 80
 GC0176  PID         -  GC0176
 GC0176  STATE/COUNTY-  TN/SMITH
 GC0176  USGS QUAD   -  ALEXANDRIA (1983)
 GC0176
 GC0176                         *CURRENT SURVEY CONTROL
 GC0176  ___________________________________________________________________
 GC0176* NAD 83(1986)-  36 07 03.     (N)    086 01 40.     (W)     SCALED    
 GC0176* NAVD 88     -       194.877  (meters)     639.36   (feet)  ADJUSTED  
 GC0176  ___________________________________________________________________
 GC0176  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0176  DYNAMIC HT  -         194.708 (meters)     638.80  (feet)  COMP
 GC0176  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GC0176
 GC0176  VERT ORDER  -  SECOND    CLASS 0
 GC0176
 GC0176.The horizontal coordinates were scaled from a topographic map and have
 GC0176.an estimated accuracy of +/- 6 seconds.
 GC0176
 GC0176.The orthometric height was determined by differential leveling
 GC0176.and adjusted by the National Geodetic Survey in June 1991..
 GC0176
 GC0176.The geoid height was determined by GEOID03.
 GC0176
 GC0176.The dynamic height is computed by dividing the NAVD 88
 GC0176.geopotential number by the normal gravity value computed on the
 GC0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0176.degrees latitude (g = 980.6199 gals.).
 GC0176
 GC0176.The modeled gravity was interpolated from observed gravity values.
 GC0176
 GC0176;                    North         East    Units  Estimated Accuracy
 GC0176;SPC TN       -   197,950.      597,500.      MT  (+/- 180 meters Scaled)
 GC0176
 GC0176                          SUPERSEDED SURVEY CONTROL
 GC0176
 GC0176  NGVD 29 (??/??/92)  194.934  (m)          639.55   (f) ADJ UNCH    2 0
 GC0176
 GC0176.Superseded values are not recommended for survey control.
 GC0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0176.See file dsdata.txt to determine how the superseded data were derived.
 GC0176
 GC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE874974(NAD 83)
 GC0176_MARKER: DB = BENCH MARK DISK
 GC0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0176_STAMPING: B 80 1935
 GC0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0176+STABILITY: SURFACE MOTION
 GC0176
 GC0176  HISTORY     - Date     Condition        Report By
 GC0176  HISTORY     - 1935     MONUMENTED       CGS
 GC0176
 GC0176                          STATION DESCRIPTION
 GC0176
 GC0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0176'AT NORTH ALEXANDRIA.
 GC0176'AT NORTH ALEXANDRIA, SMITH COUNTY, ACROSS THE TRACK FROM THE
 GC0176'TENNESSEE CENTRAL RAILWAY STATION, 70 YARDS EAST OF THE CENTERLINE
 GC0176'OF STATE HIGHWAY 53, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GC0176'OF THE WEST ONE OF TWO SECTION HOUSES, 20 FEET NORTH OF THE
 GC0176'NORTH RAIL, AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 GC0176'STAMPED B 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1656 ***********************************************************************
 GB1656  DESIGNATION -  B 81
 GB1656  PID         -  GB1656
 GB1656  STATE/COUNTY-  TN/PUTNAM
 GB1656  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1656
 GB1656                         *CURRENT SURVEY CONTROL
 GB1656  ___________________________________________________________________
 GB1656* NAD 83(1986)-  36 13 33.     (N)    085 24 24.     (W)     SCALED    
 GB1656* NAVD 88     -       303.489  (meters)     995.70   (feet)  ADJUSTED  
 GB1656  ___________________________________________________________________
 GB1656  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB1656  DYNAMIC HT  -         303.217 (meters)     994.80  (feet)  COMP
 GB1656  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GB1656
 GB1656  VERT ORDER  -  SECOND    CLASS 0
 GB1656
 GB1656.The horizontal coordinates were scaled from a topographic map and have
 GB1656.an estimated accuracy of +/- 6 seconds.
 GB1656
 GB1656.The orthometric height was determined by differential leveling
 GB1656.and adjusted by the National Geodetic Survey in June 1991..
 GB1656
 GB1656.The geoid height was determined by GEOID03.
 GB1656
 GB1656.The dynamic height is computed by dividing the NAVD 88
 GB1656.geopotential number by the normal gravity value computed on the
 GB1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1656.degrees latitude (g = 980.6199 gals.).
 GB1656
 GB1656.The modeled gravity was interpolated from observed gravity values.
 GB1656
 GB1656;                    North         East    Units  Estimated Accuracy
 GB1656;SPC TN       -   210,140.      653,340.      MT  (+/- 180 meters Scaled)
 GB1656
 GB1656                          SUPERSEDED SURVEY CONTROL
 GB1656
 GB1656  NGVD 29 (??/??/92)  303.575  (m)          995.98   (f) ADJ UNCH    2 0
 GB1656
 GB1656.Superseded values are not recommended for survey control.
 GB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1656.See file dsdata.txt to determine how the superseded data were derived.
 GB1656
 GB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF431101(NAD 83)
 GB1656_MARKER: DB = BENCH MARK DISK
 GB1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1656_STAMPING: B 81 1935
 GB1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1656+STABILITY: SURFACE MOTION
 GB1656
 GB1656  HISTORY     - Date     Condition        Report By
 GB1656  HISTORY     - 1935     MONUMENTED       CGS
 GB1656
 GB1656                          STATION DESCRIPTION
 GB1656
 GB1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1656'3.2 MI N FROM ALGOOD.
 GB1656'3.2 MILES NORTH ALONG STATE HIGHWAY 42 FROM ALGOOD, PUTNAM
 GB1656'COUNTY, 90 YARDS NORTHEAST OF THE J.L. ROBERSON STORE, 24 FEET
 GB1656'SOUTHEAST OF A STONE CULVERT, 21 FEET NORTH OF THE CENTERLINE OF A
 GB1656'ROAD, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2
 GB1656'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 81 1935
 GB1656'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1992 ***********************************************************************
 GB1992  DESIGNATION -  B 82
 GB1992  PID         -  GB1992
 GB1992  STATE/COUNTY-  TN/CLAY
 GB1992  USGS QUAD   -  CELINA (1981)
 GB1992
 GB1992                         *CURRENT SURVEY CONTROL
 GB1992  ___________________________________________________________________
 GB1992* NAD 83(1986)-  36 33 06.     (N)    085 30 34.     (W)     SCALED    
 GB1992* NAVD 88     -       168.255  (meters)     552.02   (feet)  ADJUSTED  
 GB1992  ___________________________________________________________________
 GB1992  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1992  DYNAMIC HT  -         168.113 (meters)     551.55  (feet)  COMP
 GB1992  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GB1992
 GB1992  VERT ORDER  -  SECOND    CLASS 0
 GB1992
 GB1992.The horizontal coordinates were scaled from a topographic map and have
 GB1992.an estimated accuracy of +/- 6 seconds.
 GB1992
 GB1992.The orthometric height was determined by differential leveling
 GB1992.and adjusted by the National Geodetic Survey in June 1991..
 GB1992
 GB1992.The geoid height was determined by GEOID03.
 GB1992
 GB1992.The dynamic height is computed by dividing the NAVD 88
 GB1992.geopotential number by the normal gravity value computed on the
 GB1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1992.degrees latitude (g = 980.6199 gals.).
 GB1992
 GB1992.The modeled gravity was interpolated from observed gravity values.
 GB1992
 GB1992;                    North         East    Units  Estimated Accuracy
 GB1992;SPC TN       -   246,240.      643,920.      MT  (+/- 180 meters Scaled)
 GB1992
 GB1992                          SUPERSEDED SURVEY CONTROL
 GB1992
 GB1992  NGVD 29 (??/??/92)  168.370  (m)          552.39   (f) ADJ UNCH    2 0
 GB1992
 GB1992.Superseded values are not recommended for survey control.
 GB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1992.See file dsdata.txt to determine how the superseded data were derived.
 GB1992
 GB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF334461(NAD 83)
 GB1992_MARKER: DB = BENCH MARK DISK
 GB1992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1992_SP_SET: ABUTMENT
 GB1992_STAMPING: B 82 1935
 GB1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1992
 GB1992  HISTORY     - Date     Condition        Report By
 GB1992  HISTORY     - 1935     MONUMENTED       CGS
 GB1992  HISTORY     - 1951     GOOD             NGS
 GB1992
 GB1992                          STATION DESCRIPTION
 GB1992
 GB1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1992'AT CELINA.
 GB1992'AT CELINA, ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 52 FROM
 GB1992'THE COURT HOUSE, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GB1992'CONCRETE ABUTMENT OF 0.55 MILE LONG BRIDGE OVER CUMBERLAND RIVER,
 GB1992'12 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 0.8 FOOT SOUTHWEST
 GB1992'OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0228 ***********************************************************************
 GC0228  DESIGNATION -  B 83
 GC0228  PID         -  GC0228
 GC0228  STATE/COUNTY-  TN/MACON
 GC0228  USGS QUAD   -  HILLSDALE (1994)
 GC0228
 GC0228                         *CURRENT SURVEY CONTROL
 GC0228  ___________________________________________________________________
 GC0228* NAD 83(1986)-  36 26 01.     (N)    086 04 30.     (W)     SCALED    
 GC0228* NAVD 88     -       157.709  (meters)     517.42   (feet)  ADJUSTED  
 GC0228  ___________________________________________________________________
 GC0228  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0228  DYNAMIC HT  -         157.579 (meters)     516.99  (feet)  COMP
 GC0228  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GC0228
 GC0228  VERT ORDER  -  SECOND    CLASS 0
 GC0228
 GC0228.The horizontal coordinates were scaled from a topographic map and have
 GC0228.an estimated accuracy of +/- 6 seconds.
 GC0228
 GC0228.The orthometric height was determined by differential leveling
 GC0228.and adjusted by the National Geodetic Survey in June 1991..
 GC0228
 GC0228.The geoid height was determined by GEOID03.
 GC0228
 GC0228.The dynamic height is computed by dividing the NAVD 88
 GC0228.geopotential number by the normal gravity value computed on the
 GC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0228.degrees latitude (g = 980.6199 gals.).
 GC0228
 GC0228.The modeled gravity was interpolated from observed gravity values.
 GC0228
 GC0228;                    North         East    Units  Estimated Accuracy
 GC0228;SPC TN       -   233,030.      593,280.      MT  (+/- 180 meters Scaled)
 GC0228
 GC0228                          SUPERSEDED SURVEY CONTROL
 GC0228
 GC0228  NGVD 29 (??/??/92)  157.792  (m)          517.69   (f) ADJ UNCH    2 0
 GC0228
 GC0228.Superseded values are not recommended for survey control.
 GC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0228.See file dsdata.txt to determine how the superseded data were derived.
 GC0228
 GC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF829324(NAD 83)
 GC0228_MARKER: DB = BENCH MARK DISK
 GC0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0228_STAMPING: B 83 1935
 GC0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0228+STABILITY: SURFACE MOTION
 GC0228
 GC0228  HISTORY     - Date     Condition        Report By
 GC0228  HISTORY     - 1935     MONUMENTED       CGS
 GC0228  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0228
 GC0228                          STATION DESCRIPTION
 GC0228
 GC0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0228'1 MI W FROM HILLSDALE.
 GC0228'1.0 MILE WEST ALONG STATE HIGHWAY 10 FROM HILLSDALE, MACON
 GC0228'COUNTY, 320 YARDS WEST OF A BROWN HOUSE, 27 FEET NORTH OF THE
 GC0228'CENTERLINE OF THE HIGHWAY, 2.4 FEET SOUTH OF A FENCE, AND 0.5
 GC0228'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 83
 GC0228'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 10
 GC0228'HAS BEEN RELOCATED.  MUCH OF THE OLD ROUTE WAS ABANDONED OR
 GC0228'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1781 ***********************************************************************
 GB1781  DESIGNATION -  B 84
 GB1781  PID         -  GB1781
 GB1781  STATE/COUNTY-  TN/PUTNAM
 GB1781  USGS QUAD   -  SILVER POINT (1981)
 GB1781
 GB1781                         *CURRENT SURVEY CONTROL
 GB1781  ___________________________________________________________________
 GB1781* NAD 83(1986)-  36 06 48.     (N)    085 41 23.     (W)     SCALED    
 GB1781* NAVD 88     -       324.998  (meters)    1066.26   (feet)  ADJUSTED  
 GB1781  ___________________________________________________________________
 GB1781  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1781  DYNAMIC HT  -         324.707 (meters)    1065.31  (feet)  COMP
 GB1781  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1781
 GB1781  VERT ORDER  -  SECOND    CLASS 0
 GB1781
 GB1781.The horizontal coordinates were scaled from a topographic map and have
 GB1781.an estimated accuracy of +/- 6 seconds.
 GB1781
 GB1781.The orthometric height was determined by differential leveling
 GB1781.and adjusted by the National Geodetic Survey in June 1991..
 GB1781
 GB1781.The geoid height was determined by GEOID03.
 GB1781
 GB1781.The dynamic height is computed by dividing the NAVD 88
 GB1781.geopotential number by the normal gravity value computed on the
 GB1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1781.degrees latitude (g = 980.6199 gals.).
 GB1781
 GB1781.The modeled gravity was interpolated from observed gravity values.
 GB1781
 GB1781;                    North         East    Units  Estimated Accuracy
 GB1781;SPC TN       -   197,540.      627,940.      MT  (+/- 180 meters Scaled)
 GB1781
 GB1781                          SUPERSEDED SURVEY CONTROL
 GB1781
 GB1781  NGVD 29 (??/??/92)  325.058  (m)         1066.46   (f) ADJ UNCH    2 0
 GB1781
 GB1781.Superseded values are not recommended for survey control.
 GB1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1781.See file dsdata.txt to determine how the superseded data were derived.
 GB1781
 GB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE179973(NAD 83)
 GB1781_MARKER: DB = BENCH MARK DISK
 GB1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1781_STAMPING: B 84 1935
 GB1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1781+STABILITY: SURFACE MOTION
 GB1781
 GB1781  HISTORY     - Date     Condition        Report By
 GB1781  HISTORY     - 1935     MONUMENTED       CGS
 GB1781  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1781
 GB1781                          STATION DESCRIPTION
 GB1781
 GB1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1781'4.4 MI NE FROM SILVER POINT.
 GB1781'4.4 MILES NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1781'THE STATION AT SILVER POINT, PUTNAM COUNTY, 51 YARDS EAST OF A
 GB1781'PRIVATE-ROAD CROSSING, 44 YARDS NORTH OF A STORE USED AS A HOME,
 GB1781'32 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 56, 19 FEET
 GB1781'SOUTH OF THE SOUTH RAIL, AND 0.5 FOOT LOWER THAN THE TOP OF THE
 GB1781'RAIL.  A STANDARD DISK, STAMPED B 84 1935 AND SET IN THE TOP
 GB1781'OF A CONCRETE POST.
 GB1781
 GB1781                          STATION RECOVERY (1960)
 GB1781
 GB1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0994 ***********************************************************************
 FC0994  DESIGNATION -  B 85
 FC0994  PID         -  FC0994
 FC0994  STATE/COUNTY-  TN/CUMBERLAND
 FC0994  USGS QUAD   -  CROSSVILLE (1982)
 FC0994
 FC0994                         *CURRENT SURVEY CONTROL
 FC0994  ___________________________________________________________________
 FC0994* NAD 83(1986)-  35 56 59.     (N)    085 01 38.     (W)     SCALED    
 FC0994* NAVD 88     -       565.370  (meters)    1854.88   (feet)  ADJUSTED  
 FC0994  ___________________________________________________________________
 FC0994  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC0994  DYNAMIC HT  -         564.843 (meters)    1853.16  (feet)  COMP
 FC0994  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FC0994
 FC0994  VERT ORDER  -  SECOND    CLASS 0
 FC0994
 FC0994.The horizontal coordinates were scaled from a topographic map and have
 FC0994.an estimated accuracy of +/- 6 seconds.
 FC0994
 FC0994.The orthometric height was determined by differential leveling
 FC0994.and adjusted by the National Geodetic Survey in June 1991..
 FC0994
 FC0994.The geoid height was determined by GEOID03.
 FC0994
 FC0994.The dynamic height is computed by dividing the NAVD 88
 FC0994.geopotential number by the normal gravity value computed on the
 FC0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0994.degrees latitude (g = 980.6199 gals.).
 FC0994
 FC0994.The modeled gravity was interpolated from observed gravity values.
 FC0994
 FC0994;                    North         East    Units  Estimated Accuracy
 FC0994;SPC TN       -   179,770.      687,760.      MT  (+/- 180 meters Scaled)
 FC0994
 FC0994                          SUPERSEDED SURVEY CONTROL
 FC0994
 FC0994  NGVD 29 (??/??/92)  565.427  (m)         1855.07   (f) ADJ UNCH    2 0
 FC0994
 FC0994.Superseded values are not recommended for survey control.
 FC0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0994.See file dsdata.txt to determine how the superseded data were derived.
 FC0994
 FC0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE779801(NAD 83)
 FC0994_MARKER: DB = BENCH MARK DISK
 FC0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0994_STAMPING: B 85 1935
 FC0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0994+STABILITY: SURFACE MOTION
 FC0994
 FC0994  HISTORY     - Date     Condition        Report By
 FC0994  HISTORY     - 1935     MONUMENTED       CGS
 FC0994  HISTORY     - 1942     GOOD             NGS
 FC0994
 FC0994                          STATION DESCRIPTION
 FC0994
 FC0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FC0994'AT CROSSVILLE.
 FC0994'AT CROSSVILLE, CUMBERLAND COUNTY, 75 YARDS NORTHEAST OF THE
 FC0994'TENNESSEE CENTRAL RAILWAY STATION, 23 YARDS NORTHEAST OF THE CENTER
 FC0994'OF BROAD STREET CROSSING, 44 FEET NORTH OF THE CENTERLINE OF
 FC0994'BROAD STREET, 13 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE
 FC0994'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 85 1935 AND SET IN
 FC0994'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0018 ***********************************************************************
 GC0018  DESIGNATION -  B 86
 GC0018  PID         -  GC0018
 GC0018  STATE/COUNTY-  TN/SUMNER
 GC0018  USGS QUAD   -  TURNERS STATION (1979)
 GC0018
 GC0018                         *CURRENT SURVEY CONTROL
 GC0018  ___________________________________________________________________
 GC0018* NAD 83(1986)-  36 32 38.     (N)    086 15 30.     (W)     SCALED    
 GC0018* NAVD 88     -       251.495  (meters)     825.11   (feet)  ADJUSTED  
 GC0018  ___________________________________________________________________
 GC0018  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0018  DYNAMIC HT  -         251.290 (meters)     824.44  (feet)  COMP
 GC0018  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GC0018
 GC0018  VERT ORDER  -  SECOND    CLASS 0
 GC0018
 GC0018.The horizontal coordinates were scaled from a topographic map and have
 GC0018.an estimated accuracy of +/- 6 seconds.
 GC0018
 GC0018.The orthometric height was determined by differential leveling
 GC0018.and adjusted by the National Geodetic Survey in June 1991..
 GC0018
 GC0018.The geoid height was determined by GEOID03.
 GC0018
 GC0018.The dynamic height is computed by dividing the NAVD 88
 GC0018.geopotential number by the normal gravity value computed on the
 GC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0018.degrees latitude (g = 980.6199 gals.).
 GC0018
 GC0018.The modeled gravity was interpolated from observed gravity values.
 GC0018
 GC0018;                    North         East    Units  Estimated Accuracy
 GC0018;SPC TN       -   245,300.      576,870.      MT  (+/- 180 meters Scaled)
 GC0018
 GC0018                          SUPERSEDED SURVEY CONTROL
 GC0018
 GC0018  NGVD 29 (??/??/92)  251.597  (m)          825.45   (f) ADJ UNCH    2 0
 GC0018
 GC0018.Superseded values are not recommended for survey control.
 GC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0018.See file dsdata.txt to determine how the superseded data were derived.
 GC0018
 GC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF663445(NAD 83)
 GC0018_MARKER: DB = BENCH MARK DISK
 GC0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0018_STAMPING: B 86 1935
 GC0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0018+STABILITY: SURFACE MOTION
 GC0018
 GC0018  HISTORY     - Date     Condition        Report By
 GC0018  HISTORY     - 1935     MONUMENTED       CGS
 GC0018  HISTORY     - 1957     MARK NOT FOUND   USGS
 GC0018  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0018
 GC0018                          STATION DESCRIPTION
 GC0018
 GC0018'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GC0018'1.3 MI S FROM WESTMORELAND.
 GC0018'1.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0018'THE STATION AT WESTMORELAND, SUMNER COUNTY, AT A DIRT-ROAD CROSSING,
 GC0018'88 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11.5 FEET WEST OF
 GC0018'THE WEST RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 GC0018'DISK, STAMPED B 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0018'NOTE-- DIRT FILL HAS BEEN ADDED AND SOME GRADING DONE.
 GC0018
 GC0018                          STATION RECOVERY (2002)
 GC0018
 GC0018'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0018'RAILROAD HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0428 ***********************************************************************
 GC0428  DESIGNATION -  B 87
 GC0428  PID         -  GC0428
 GC0428  STATE/COUNTY-  TN/DAVIDSON
 GC0428  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0428
 GC0428                         *CURRENT SURVEY CONTROL
 GC0428  ___________________________________________________________________
 GC0428* NAD 83(1986)-  36 16 29.     (N)    086 42 40.     (W)     SCALED    
 GC0428* NAVD 88     -       153.436  (meters)     503.40   (feet)  ADJUSTED  
 GC0428  ___________________________________________________________________
 GC0428  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0428  DYNAMIC HT  -         153.306 (meters)     502.97  (feet)  COMP
 GC0428  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GC0428
 GC0428  VERT ORDER  -  SECOND    CLASS 0
 GC0428
 GC0428.The horizontal coordinates were scaled from a topographic map and have
 GC0428.an estimated accuracy of +/- 6 seconds.
 GC0428
 GC0428.The orthometric height was determined by differential leveling
 GC0428.and adjusted by the National Geodetic Survey in June 1991..
 GC0428
 GC0428.The geoid height was determined by GEOID03.
 GC0428
 GC0428.The dynamic height is computed by dividing the NAVD 88
 GC0428.geopotential number by the normal gravity value computed on the
 GC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0428.degrees latitude (g = 980.6199 gals.).
 GC0428
 GC0428.The modeled gravity was interpolated from observed gravity values.
 GC0428
 GC0428;                    North         East    Units  Estimated Accuracy
 GC0428;SPC TN       -   215,630.      536,110.      MT  (+/- 180 meters Scaled)
 GC0428
 GC0428                          SUPERSEDED SURVEY CONTROL
 GC0428
 GC0428  NGVD 29 (??/??/92)  153.482  (m)          503.55   (f) ADJ UNCH    2 0
 GC0428
 GC0428.Superseded values are not recommended for survey control.
 GC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0428.See file dsdata.txt to determine how the superseded data were derived.
 GC0428
 GC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF259144(NAD 83)
 GC0428_MARKER: DB = BENCH MARK DISK
 GC0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0428_STAMPING: B 87 1935
 GC0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0428+STABILITY: SURFACE MOTION
 GC0428
 GC0428  HISTORY     - Date     Condition        Report By
 GC0428  HISTORY     - 1935     MONUMENTED       CGS
 GC0428
 GC0428                          STATION DESCRIPTION
 GC0428
 GC0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0428'AT AMQUZ.
 GC0428'AT AMQUI, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0428'RAILROAD, 85.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0428'STATION, 36 FEET WEST OF THE WEST RAIL, 3 FEET WEST OF A FENCE,
 GC0428'AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0428'B 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0071 ***********************************************************************
 GC0071  DESIGNATION -  B 88
 GC0071  PID         -  GC0071
 GC0071  STATE/COUNTY-  TN/SUMNER
 GC0071  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC0071
 GC0071                         *CURRENT SURVEY CONTROL
 GC0071  ___________________________________________________________________
 GC0071* NAD 83(1986)-  36 31 30.     (N)    086 28 24.     (W)     SCALED    
 GC0071* NAVD 88     -       223.535  (meters)     733.38   (feet)  ADJUSTED  
 GC0071  ___________________________________________________________________
 GC0071  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0071  DYNAMIC HT  -         223.353 (meters)     732.78  (feet)  COMP
 GC0071  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 GC0071
 GC0071  VERT ORDER  -  SECOND    CLASS 0
 GC0071
 GC0071.The horizontal coordinates were scaled from a topographic map and have
 GC0071.an estimated accuracy of +/- 6 seconds.
 GC0071
 GC0071.The orthometric height was determined by differential leveling
 GC0071.and adjusted by the National Geodetic Survey in June 1991..
 GC0071
 GC0071.The geoid height was determined by GEOID03.
 GC0071
 GC0071.The dynamic height is computed by dividing the NAVD 88
 GC0071.geopotential number by the normal gravity value computed on the
 GC0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0071.degrees latitude (g = 980.6199 gals.).
 GC0071
 GC0071.The modeled gravity was interpolated from observed gravity values.
 GC0071
 GC0071;                    North         East    Units  Estimated Accuracy
 GC0071;SPC TN       -   243,270.      557,610.      MT  (+/- 180 meters Scaled)
 GC0071
 GC0071                          SUPERSEDED SURVEY CONTROL
 GC0071
 GC0071  NGVD 29 (??/??/92)  223.625  (m)          733.68   (f) ADJ UNCH    2 0
 GC0071
 GC0071.Superseded values are not recommended for survey control.
 GC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0071.See file dsdata.txt to determine how the superseded data were derived.
 GC0071
 GC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF471423(NAD 83)
 GC0071_MARKER: DB = BENCH MARK DISK
 GC0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0071_STAMPING: B 88 1935
 GC0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0071+STABILITY: SURFACE MOTION
 GC0071
 GC0071  HISTORY     - Date     Condition        Report By
 GC0071  HISTORY     - 1935     MONUMENTED       CGS
 GC0071  HISTORY     - 20020514 POOR             TNDT
 GC0071
 GC0071                          STATION DESCRIPTION
 GC0071
 GC0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0071'2 MI S FROM FOUNTAIN HEAD.
 GC0071'2.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0071'THE STATION AT FOUNTAIN HEAD, SUMNER COUNTY, 52 YARDS NORTH OF
 GC0071'THE STATION AT BUCK LODGE, AT A DIRT-ROAD CROSSING, 26 FEET SOUTH
 GC0071'OF THE CENTERLINE OF THE DIRT ROAD, 28 FEET EAST OF THE EAST RAIL,
 GC0071'2 FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 GC0071'DISK, STAMPED B 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0071
 GC0071                          STATION RECOVERY (2002)
 GC0071
 GC0071'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0071'MONUMENT APPEARS TO HAVE BEEN DISTURBED - TILTED CONSIDERABLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1616 ***********************************************************************
 FE1616  DESIGNATION -  B 89
 FE1616  PID         -  FE1616
 FE1616  STATE/COUNTY-  TN/LAUDERDALE
 FE1616  USGS QUAD   -  FORT PILLOW (1972)
 FE1616
 FE1616                         *CURRENT SURVEY CONTROL
 FE1616  ___________________________________________________________________
 FE1616* NAD 83(1986)-  35 41 52.     (N)    089 42 59.     (W)     SCALED    
 FE1616* NAVD 88     -        79.085  (meters)     259.46   (feet)  ADJUSTED  
 FE1616  ___________________________________________________________________
 FE1616  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1616  DYNAMIC HT  -          79.018 (meters)     259.24  (feet)  COMP
 FE1616  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1616
 FE1616  VERT ORDER  -  FIRST     CLASS II
 FE1616
 FE1616.The horizontal coordinates were scaled from a topographic map and have
 FE1616.an estimated accuracy of +/- 6 seconds.
 FE1616
 FE1616.The orthometric height was determined by differential leveling
 FE1616.and adjusted by the National Geodetic Survey in June 1991..
 FE1616
 FE1616.The geoid height was determined by GEOID03.
 FE1616
 FE1616.The dynamic height is computed by dividing the NAVD 88
 FE1616.geopotential number by the normal gravity value computed on the
 FE1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1616.degrees latitude (g = 980.6199 gals.).
 FE1616
 FE1616.The modeled gravity was interpolated from observed gravity values.
 FE1616
 FE1616;                    North         East    Units  Estimated Accuracy
 FE1616;SPC TN       -   157,770.      263,740.      MT  (+/- 180 meters Scaled)
 FE1616
 FE1616                          SUPERSEDED SURVEY CONTROL
 FE1616
 FE1616  NGVD 29 (??/??/??)   79.047  (m)          259.34   (f) ADJUSTED    1 2
 FE1616
 FE1616.Superseded values are not recommended for survey control.
 FE1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1616.See file dsdata.txt to determine how the superseded data were derived.
 FE1616
 FE1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE542538(NAD 83)
 FE1616_MARKER: DB = BENCH MARK DISK
 FE1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1616_SP_SET: BRIDGE ABUTMENT
 FE1616_STAMPING: B 89 1957
 FE1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1616+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1616
 FE1616  HISTORY     - Date     Condition        Report By
 FE1616  HISTORY     - 1957     MONUMENTED       CGS
 FE1616  HISTORY     - 1971     GOOD             NGS
 FE1616  HISTORY     - 20020808 GOOD             USACE
 FE1616
 FE1616                          STATION DESCRIPTION
 FE1616
 FE1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FE1616'1 MI W FROM THREE POINT.
 FE1616'THREE POINT, 1.05 MI W ALONG ASPHALT ROAD FROM THE JUNCTION OF
 FE1616'STATE HWY 87, 130 FT S OF THE CENTER OF THE ROAD AT THE E END
 FE1616'OF THE PRESENT BRIDGE OVER COLD CREEK, 6.7 FT HIGHER THAN THE
 FE1616'BRIDGE AT MID STREAM, SET IN THE TOP OF THE S END OF THE E
 FE1616'ABUTMENT TO THE OLD BRIDGE, A STANDARD USC AND GS DISK, STAMPED
 FE1616'B 89 1957.
 FE1616
 FE1616                          STATION RECOVERY (2002)
 FE1616
 FE1616'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0485 ***********************************************************************
 FD0485  DESIGNATION -  B 9
 FD0485  PID         -  FD0485
 FD0485  STATE/COUNTY-  TN/WILLIAMSON
 FD0485  USGS QUAD   -  FRANKLIN (1981)
 FD0485
 FD0485                         *CURRENT SURVEY CONTROL
 FD0485  ___________________________________________________________________
 FD0485* NAD 83(1986)-  35 55 23.     (N)    086 51 51.     (W)     SCALED    
 FD0485* NAVD 88     -       198.145  (meters)     650.08   (feet)  ADJUSTED  
 FD0485  ___________________________________________________________________
 FD0485  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0485  DYNAMIC HT  -         197.971 (meters)     649.51  (feet)  COMP
 FD0485  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FD0485
 FD0485  VERT ORDER  -  FIRST     CLASS II
 FD0485
 FD0485.The horizontal coordinates were scaled from a topographic map and have
 FD0485.an estimated accuracy of +/- 6 seconds.
 FD0485
 FD0485.The orthometric height was determined by differential leveling
 FD0485.and adjusted by the National Geodetic Survey in June 1991..
 FD0485.WARNING-Repeat measurements at this control monument indicate possible
 FD0485.vertical movement.
 FD0485
 FD0485.The geoid height was determined by GEOID03.
 FD0485
 FD0485.The dynamic height is computed by dividing the NAVD 88
 FD0485.geopotential number by the normal gravity value computed on the
 FD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0485.degrees latitude (g = 980.6199 gals.).
 FD0485
 FD0485.The modeled gravity was interpolated from observed gravity values.
 FD0485
 FD0485;                    North         East    Units  Estimated Accuracy
 FD0485;SPC TN       -   176,720.      522,010.      MT  (+/- 180 meters Scaled)
 FD0485
 FD0485                          SUPERSEDED SURVEY CONTROL
 FD0485
 FD0485  NGVD 29 (??/??/92)  198.128  (m)          650.02   (f) ADJ UNCH    1 2
 FD0485
 FD0485.Superseded values are not recommended for survey control.
 FD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0485.See file dsdata.txt to determine how the superseded data were derived.
 FD0485
 FD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE122754(NAD 83)
 FD0485_MARKER: DB = BENCH MARK DISK
 FD0485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FD0485_STAMPING: B 9 650.314 1931
 FD0485_MARK LOGO: CGS   
 FD0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0485
 FD0485  HISTORY     - Date     Condition        Report By
 FD0485  HISTORY     - 1931     MONUMENTED       CGS
 FD0485  HISTORY     - 1960     GOOD             NGS
 FD0485  HISTORY     - 1984     GOOD             NGS
 FD0485
 FD0485                          STATION DESCRIPTION
 FD0485
 FD0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0485'AT FRANKLIN.
 FD0485'THIS BENCH MARK IS AT THE L. AND N. RAILROAD STATION.  THE DISK
 FD0485'IS CEMENTED IN A DRILL HOLE IN THE NORTH WALL OF THE STATION,
 FD0485'44 INCHES EAST OF THE EAST SIDE OF A DOOR AND 55 INCHES ABOVE
 FD0485'THE CONCRETE PLATFORM.
 FD0485
 FD0485                          STATION RECOVERY (1984)
 FD0485
 FD0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0485'RECOVERED IN GOOD CONDITION.  NOTE, RAILROAD STATION IS NOW THE
 FD0485'NUTRENA FEED STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1329 ***********************************************************************
 FE1329  DESIGNATION -  B 90
 FE1329  PID         -  FE1329
 FE1329  STATE/COUNTY-  TN/TIPTON
 FE1329  USGS QUAD   -  DRUMMONDS (1983)
 FE1329
 FE1329                         *CURRENT SURVEY CONTROL
 FE1329  ___________________________________________________________________
 FE1329* NAD 83(1986)-  35 28 27.     (N)    089 58 55.     (W)     SCALED    
 FE1329* NAVD 88     -        71.770  (meters)     235.47   (feet)  ADJUSTED  
 FE1329  ___________________________________________________________________
 FE1329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1329  DYNAMIC HT  -          71.707 (meters)     235.26  (feet)  COMP
 FE1329  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE1329
 FE1329  VERT ORDER  -  FIRST     CLASS II
 FE1329
 FE1329.The horizontal coordinates were scaled from a topographic map and have
 FE1329.an estimated accuracy of +/- 6 seconds.
 FE1329
 FE1329.The orthometric height was determined by differential leveling
 FE1329.and adjusted by the National Geodetic Survey in June 1991..
 FE1329
 FE1329.The geoid height was determined by GEOID03.
 FE1329
 FE1329.The dynamic height is computed by dividing the NAVD 88
 FE1329.geopotential number by the normal gravity value computed on the
 FE1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1329.degrees latitude (g = 980.6199 gals.).
 FE1329
 FE1329.The modeled gravity was interpolated from observed gravity values.
 FE1329
 FE1329;                    North         East    Units  Estimated Accuracy
 FE1329;SPC TN       -   133,930.      238,720.      MT  (+/- 180 meters Scaled)
 FE1329
 FE1329                          SUPERSEDED SURVEY CONTROL
 FE1329
 FE1329  NGVD 29 (??/??/??)   71.739  (m)          235.36   (f) ADJUSTED    1 2
 FE1329
 FE1329.Superseded values are not recommended for survey control.
 FE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1329.See file dsdata.txt to determine how the superseded data were derived.
 FE1329
 FE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE294297(NAD 83)
 FE1329_MARKER: DB = BENCH MARK DISK
 FE1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1329_STAMPING: B 90 1957
 FE1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1329+STABILITY: SURFACE MOTION
 FE1329
 FE1329  HISTORY     - Date     Condition        Report By
 FE1329  HISTORY     - 1957     MONUMENTED       CGS
 FE1329  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1329
 FE1329                          STATION DESCRIPTION
 FE1329
 FE1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1329'10 MI SW FROM RANDOLPH.
 FE1329'ABOUT 0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH
 FE1329'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG
 FE1329'A GRAVEL ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59,
 FE1329'THENCE 0.7 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 FE1329'NORTH-NORTHWEST ALONG A GRAVEL ROAD, THENCE 3.2 MILES
 FE1329'SOUTH-SOUTHWEST ALONG A DIRT FARM ROAD, ABOUT 0.45 MILE SOUTH
 FE1329'OF A RIGHT ANGLE TURN IN THE ROAD, ABOUT 0.7 MILE NORTH OF THE
 FE1329'JUNCTION OF A ROAD LEADING WEST TO THE MISSISSIPPI RIVER, 39
 FE1329'FEET EAST OF THE CENTER LINE OF THE ROAD, 112 FEET SOUTH OF A
 FE1329'48-INCH GUM TREE, 112 FEET WEST-SOUTHWEST OF A WELL PUMP, 62
 FE1329'FEET EAST AND ACROSS THE ROAD FROM A 48-INCH SYCAMORE TREE, 33
 FE1329'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE,
 FE1329'1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 FE1329'WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 FE1329'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1329
 FE1329                          STATION RECOVERY (2002)
 FE1329
 FE1329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0278 ***********************************************************************
 FF0278  DESIGNATION -  B 91
 FF0278  PID         -  FF0278
 FF0278  STATE/COUNTY-  TN/SHELBY
 FF0278  USGS QUAD   -  LOCKE (1970)
 FF0278
 FF0278                         *CURRENT SURVEY CONTROL
 FF0278  ___________________________________________________________________
 FF0278* NAD 83(1986)-  35 22 12.     (N)    090 01 37.     (W)     SCALED    
 FF0278* NAVD 88     -        80.897  (meters)     265.41   (feet)  ADJUSTED  
 FF0278  ___________________________________________________________________
 FF0278  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0278  DYNAMIC HT  -          80.826 (meters)     265.18  (feet)  COMP
 FF0278  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 FF0278
 FF0278  VERT ORDER  -  FIRST     CLASS II
 FF0278
 FF0278.The horizontal coordinates were scaled from a topographic map and have
 FF0278.an estimated accuracy of +/- 6 seconds.
 FF0278
 FF0278.The orthometric height was determined by differential leveling
 FF0278.and adjusted by the National Geodetic Survey in June 1991..
 FF0278
 FF0278.The geoid height was determined by GEOID03.
 FF0278
 FF0278.The dynamic height is computed by dividing the NAVD 88
 FF0278.geopotential number by the normal gravity value computed on the
 FF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0278.degrees latitude (g = 980.6199 gals.).
 FF0278
 FF0278.The modeled gravity was interpolated from observed gravity values.
 FF0278
 FF0278;                    North         East    Units  Estimated Accuracy
 FF0278;SPC TN       -   122,550.      234,160.      MT  (+/- 180 meters Scaled)
 FF0278
 FF0278                          SUPERSEDED SURVEY CONTROL
 FF0278
 FF0278  NGVD 29 (??/??/??)   80.863  (m)          265.30   (f) ADJUSTED    1 2
 FF0278
 FF0278.Superseded values are not recommended for survey control.
 FF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0278.See file dsdata.txt to determine how the superseded data were derived.
 FF0278
 FF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV701181(NAD 83)
 FF0278_MARKER: DB = BENCH MARK DISK
 FF0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0278_STAMPING: B 91 1957
 FF0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0278+STABILITY: SURFACE MOTION
 FF0278
 FF0278  HISTORY     - Date     Condition        Report By
 FF0278  HISTORY     - 1957     MONUMENTED       CGS
 FF0278  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0278
 FF0278                          STATION DESCRIPTION
 FF0278
 FF0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0278'6.4 MI NW FROM LOCKE.
 FF0278'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0278'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 FF0278'THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD, THENCE
 FF0278'2.05 MILES NORTHEAST ALONG A BLACK TOP ROAD, NEAR THE JUNCTION
 FF0278'OF A FARM ROAD LEADING NORTH TO THE VICINITY OF WALTS LANDING,
 FF0278'AT THE INSIDE OF A SHORT HORSESHOE CURVE, 29 FEET EAST OF THE
 FF0278'CENTER LINE OF ROAD, 39 FEET WEST OF THE CENTER LINE OF ROAD,
 FF0278'58 FEET EAST AND ACROSS BLACK TOP ROAD FROM A LONE 18-INCH
 FF0278'COTTONWOOD TREE, 34 FEET SOUTH OF APPROXIMATE CENTER OF THE
 FF0278'HORSESHOE CURVE AND THE JUNCTION OF THE FARM ROAD NORTH, 19 FEET
 FF0278'SOUTHWEST OF A LONE 12-INCH ELM TREE, 2 FEET SOUTH OF A WHITE
 FF0278'WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK TOP ROAD LEADING
 FF0278'SOUTHWEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF0278'INCHES ABOVE THE GROUND.
 FF0278
 FF0278                          STATION RECOVERY (2002)
 FF0278
 FF0278'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1572 ***********************************************************************
 FE1572  DESIGNATION -  B 92
 FE1572  PID         -  FE1572
 FE1572  STATE/COUNTY-  TN/LAUDERDALE
 FE1572  USGS QUAD   -  OPEN LAKE (1983)
 FE1572
 FE1572                         *CURRENT SURVEY CONTROL
 FE1572  ___________________________________________________________________
 FE1572* NAD 83(1986)-  35 48 30.     (N)    089 37 36.     (W)     SCALED    
 FE1572* NAVD 88     -        77.224  (meters)     253.36   (feet)  ADJUSTED  
 FE1572  ___________________________________________________________________
 FE1572  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1572  DYNAMIC HT  -          77.159 (meters)     253.15  (feet)  COMP
 FE1572  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 FE1572
 FE1572  VERT ORDER  -  FIRST     CLASS II
 FE1572
 FE1572.The horizontal coordinates were scaled from a topographic map and have
 FE1572.an estimated accuracy of +/- 6 seconds.
 FE1572
 FE1572.The orthometric height was determined by differential leveling
 FE1572.and adjusted by the National Geodetic Survey in June 1991..
 FE1572
 FE1572.The geoid height was determined by GEOID03.
 FE1572
 FE1572.The dynamic height is computed by dividing the NAVD 88
 FE1572.geopotential number by the normal gravity value computed on the
 FE1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1572.degrees latitude (g = 980.6199 gals.).
 FE1572
 FE1572.The modeled gravity was interpolated from observed gravity values.
 FE1572
 FE1572;                    North         East    Units  Estimated Accuracy
 FE1572;SPC TN       -   169,720.      272,310.      MT  (+/- 180 meters Scaled)
 FE1572
 FE1572                          SUPERSEDED SURVEY CONTROL
 FE1572
 FE1572  NGVD 29 (??/??/??)   77.181  (m)          253.22   (f) ADJUSTED    1 2
 FE1572
 FE1572.Superseded values are not recommended for survey control.
 FE1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1572.See file dsdata.txt to determine how the superseded data were derived.
 FE1572
 FE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE626658(NAD 83)
 FE1572_MARKER: DB = BENCH MARK DISK
 FE1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1572_STAMPING: B 92 1957
 FE1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1572+STABILITY: SURFACE MOTION
 FE1572
 FE1572  HISTORY     - Date     Condition        Report By
 FE1572  HISTORY     - 1957     MONUMENTED       CGS
 FE1572  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1572
 FE1572                          STATION DESCRIPTION
 FE1572
 FE1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1572'4.6 MI NW FROM ARP.
 FE1572'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1572'ELEMENTARY SCHOOL AT ARP, THENCE 3.05 MILES NORTHWEST ALONG THE
 FE1572'GRAVEL ROAD LEADING TO BARR, AT THE OUTSIDE OF A CURVE, 55 FEET
 FE1572'EAST OF THE CENTER LINE OF THE ROAD, 142 FEET SOUTHEAST OF THE EAST
 FE1572'CORNER OF A 65 FEET LONG WOODEN BRIDGE OVER THE MIDDLE FORK OF
 FE1572'THE FORKED DEER RIVER, 35 FEET EAST OF THE CENTER LINE OF A DIM
 FE1572'ROAD LEADING NORTH, 23 FEET NORTHWEST OF A BLAZED 12-INCH OAK
 FE1572'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 FE1572'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1572'PROJECTING 4 INCHES.
 FE1572
 FE1572                          STATION RECOVERY (2002)
 FE1572
 FE1572'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1370 ***********************************************************************
 FE1370  DESIGNATION -  B 93
 FE1370  PID         -  FE1370
 FE1370  STATE/COUNTY-  TN/SHELBY
 FE1370  USGS QUAD   -  MUNFORD (1983)
 FE1370
 FE1370                         *CURRENT SURVEY CONTROL
 FE1370  ___________________________________________________________________
 FE1370* NAD 83(1986)-  35 23 25.     (N)    089 51 00.     (W)     SCALED    
 FE1370* NAVD 88     -       107.018  (meters)     351.11   (feet)  ADJUSTED  
 FE1370  ___________________________________________________________________
 FE1370  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1370  DYNAMIC HT  -         106.924 (meters)     350.80  (feet)  COMP
 FE1370  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FE1370
 FE1370  VERT ORDER  -  SECOND    CLASS 0
 FE1370
 FE1370.The horizontal coordinates were scaled from a topographic map and have
 FE1370.an estimated accuracy of +/- 6 seconds.
 FE1370
 FE1370.The orthometric height was determined by differential leveling
 FE1370.and adjusted by the National Geodetic Survey in June 1991..
 FE1370
 FE1370.The geoid height was determined by GEOID03.
 FE1370
 FE1370.The dynamic height is computed by dividing the NAVD 88
 FE1370.geopotential number by the normal gravity value computed on the
 FE1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1370.degrees latitude (g = 980.6199 gals.).
 FE1370
 FE1370.The modeled gravity was interpolated from observed gravity values.
 FE1370
 FE1370;                    North         East    Units  Estimated Accuracy
 FE1370;SPC TN       -   124,150.      250,320.      MT  (+/- 180 meters Scaled)
 FE1370
 FE1370                          SUPERSEDED SURVEY CONTROL
 FE1370
 FE1370  NGVD 29 (??/??/??)  106.993  (m)          351.03   (f) ADJUSTED    2 0
 FE1370
 FE1370.Superseded values are not recommended for survey control.
 FE1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1370.See file dsdata.txt to determine how the superseded data were derived.
 FE1370
 FE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE411200(NAD 83)
 FE1370_MARKER: P = PIPE CAP
 FE1370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1370_STAMPING: B 93 1957
 FE1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1370
 FE1370  HISTORY     - Date     Condition        Report By
 FE1370  HISTORY     - 1957     MONUMENTED       CGS
 FE1370
 FE1370                          STATION DESCRIPTION
 FE1370
 FE1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1370'4.4 MI NE FROM MILLINGTON.
 FE1370'ABOUT 4.35 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1370'FROM THE STATION AT MILLINGTON, ABOUT 1.1 MILE NORTHEAST OF THE
 FE1370'FLAG STATION AT KERRVILLE, NEAR THE SHELBY-TIPTON COUNTY LINE,
 FE1370'NEAR THE SOUTHWEST END OF A CUT BANK, ABOUT 0.3 MILE NORTHEAST
 FE1370'OF MILEPOST NO. 370, 66 1/2 FEET NORTHWEST OF THE NORTHWEST
 FE1370'RAIL, 47 FEET SOUTH-SOUTHWEST OF A 24-INCH ASH TREE WHICH IS IN
 FE1370'FENCE LINE AND AT THE TOP OF CUT, 48 FEET WEST-SOUTHWEST OF
 FE1370'TELEPHONE POLE NO. 10140, 8 FEET EAST OF A 30-INCH OAK TREE,
 FE1370'ABOUT LEVEL WITH THE TRACKS, A DISK WELDED ON TOP OF A 2 1/2
 FE1370'INCH IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1736 ***********************************************************************
 FE1736  DESIGNATION -  B 94
 FE1736  PID         -  FE1736
 FE1736  STATE/COUNTY-  TN/TIPTON
 FE1736  USGS QUAD   -  COVINGTON (1983)
 FE1736
 FE1736                         *CURRENT SURVEY CONTROL
 FE1736  ___________________________________________________________________
 FE1736* NAD 83(1986)-  35 33 25.     (N)    089 38 58.     (W)     SCALED    
 FE1736* NAVD 88     -       109.905  (meters)     360.58   (feet)  ADJUSTED  
 FE1736  ___________________________________________________________________
 FE1736  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1736  DYNAMIC HT  -         109.813 (meters)     360.28  (feet)  COMP
 FE1736  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 FE1736
 FE1736  VERT ORDER  -  FIRST     CLASS I
 FE1736
 FE1736.The horizontal coordinates were scaled from a topographic map and have
 FE1736.an estimated accuracy of +/- 6 seconds.
 FE1736
 FE1736.The orthometric height was determined by differential leveling
 FE1736.and adjusted by the National Geodetic Survey in June 1991..
 FE1736
 FE1736.The geoid height was determined by GEOID03.
 FE1736
 FE1736.The dynamic height is computed by dividing the NAVD 88
 FE1736.geopotential number by the normal gravity value computed on the
 FE1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1736.degrees latitude (g = 980.6199 gals.).
 FE1736
 FE1736.The modeled gravity was interpolated from observed gravity values.
 FE1736
 FE1736;                    North         East    Units  Estimated Accuracy
 FE1736;SPC TN       -   141,930.      269,210.      MT  (+/- 180 meters Scaled)
 FE1736
 FE1736                          SUPERSEDED SURVEY CONTROL
 FE1736
 FE1736  NGVD 29 (??/??/??)  109.875  (m)          360.48   (f) ADJUSTED    1 1
 FE1736
 FE1736.Superseded values are not recommended for survey control.
 FE1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1736.See file dsdata.txt to determine how the superseded data were derived.
 FE1736
 FE1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598380(NAD 83)
 FE1736_MARKER: DB = BENCH MARK DISK
 FE1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1736_SP_SET: BUILDING
 FE1736_STAMPING: B 74 1957
 FE1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1736
 FE1736  HISTORY     - Date     Condition        Report By
 FE1736  HISTORY     - 1957     MONUMENTED       CGS
 FE1736  HISTORY     - 1974     GOOD             NGS
 FE1736  HISTORY     - 20020529 POOR             USACE
 FE1736
 FE1736                          STATION DESCRIPTION
 FE1736
 FE1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1736'AT COVINGTON.
 FE1736'AT COVINGTON, 0.35 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE
 FE1736'POST OFFICE, THENCE 0.15 MILE WEST ALONG SHERROD AVENUE, AT
 FE1736'INTERSECTION WITH SOUTH COLLEGE STREET, SET VERTICALLY IN THE
 FE1736'EAST FACE OF BRICK COVINGTON HIGH SCHOOL BUILDING, 59.2 FEET
 FE1736'WEST OF THE CENTER LINE OF SOUTH COLLEGE STREET, 48 1/2 FEET SOUTH
 FE1736'OF THE CENTER LINE OF SHERROD AVENUE, 1.1 FEET SOUTH OF THE
 FE1736'NORTHEAST CORNER OF THE BUILDING, AND 6 FEET ABOVE STREET LEVEL.
 FE1736
 FE1736                          STATION RECOVERY (2002)
 FE1736
 FE1736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1736'BUILDING TORN DOWN IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1525 ***********************************************************************
 FE1525  DESIGNATION -  B 95
 FE1525  PID         -  FE1525
 FE1525  STATE/COUNTY-  TN/DYER
 FE1525  USGS QUAD   -  CHIC (1983)
 FE1525
 FE1525                         *CURRENT SURVEY CONTROL
 FE1525  ___________________________________________________________________
 FE1525* NAD 83(1986)-  35 58 11.     (N)    089 40 58.     (W)     SCALED    
 FE1525* NAVD 88     -        79.849  (meters)     261.97   (feet)  ADJUSTED  
 FE1525  ___________________________________________________________________
 FE1525  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE1525  DYNAMIC HT  -          79.782 (meters)     261.75  (feet)  COMP
 FE1525  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 FE1525
 FE1525  VERT ORDER  -  FIRST     CLASS II
 FE1525
 FE1525.The horizontal coordinates were scaled from a topographic map and have
 FE1525.an estimated accuracy of +/- 6 seconds.
 FE1525
 FE1525.The orthometric height was determined by differential leveling
 FE1525.and adjusted by the National Geodetic Survey in June 1991..
 FE1525
 FE1525.The geoid height was determined by GEOID03.
 FE1525
 FE1525.The dynamic height is computed by dividing the NAVD 88
 FE1525.geopotential number by the normal gravity value computed on the
 FE1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1525.degrees latitude (g = 980.6199 gals.).
 FE1525
 FE1525.The modeled gravity was interpolated from observed gravity values.
 FE1525
 FE1525;                    North         East    Units  Estimated Accuracy
 FE1525;SPC TN       -   187,810.      267,920.      MT  (+/- 180 meters Scaled)
 FE1525
 FE1525                          SUPERSEDED SURVEY CONTROL
 FE1525
 FE1525  NGVD 29 (??/??/??)   79.791  (m)          261.78   (f) ADJUSTED    1 2
 FE1525
 FE1525.Superseded values are not recommended for survey control.
 FE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1525.See file dsdata.txt to determine how the superseded data were derived.
 FE1525
 FE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE580839(NAD 83)
 FE1525_MARKER: DB = BENCH MARK DISK
 FE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1525_STAMPING: B 95 1957
 FE1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1525+STABILITY: SURFACE MOTION
 FE1525
 FE1525  HISTORY     - Date     Condition        Report By
 FE1525  HISTORY     - 1957     MONUMENTED       CGS
 FE1525  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1525
 FE1525                          STATION DESCRIPTION
 FE1525
 FE1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1525'1 MI NW FROM CHIC.
 FE1525'1.0 MILE NORTHWEST ALONG A ONE-LANE PAVED ROAD FROM THE CONCRETE
 FE1525'BLOCK SCHOOL AT CHIC, ABOUT 0.3 MILE SOUTHEAST OF THE JUNCTION
 FE1525'OF A GRAVEL ROAD EAST, 28 1/2 FEET SOUTHWEST OF SOUTHWEST EDGE
 FE1525'OF PAVEMENT, 159 FEET NORTHWEST OF A FENCE CORNER WHICH IS NEAR
 FE1525'A POINT WHERE LEVEE TURNS SOUTH AWAY FROM ROAD, 9 FEET SOUTH OF
 FE1525'TELEPHONE POLE NO. 188, 7 FEET SOUTHWEST OF A FENCE LINE, 1 1/2
 FE1525'FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 1/2 FOOT BELOW
 FE1525'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1525'5 INCHES.
 FE1525
 FE1525                          STATION RECOVERY (2002)
 FE1525
 FE1525'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0891 ***********************************************************************
 GD0891  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0891  DESIGNATION -  B 96
 GD0891  PID         -  GD0891
 GD0891  STATE/COUNTY-  TN/DYER
 GD0891  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0891
 GD0891                         *CURRENT SURVEY CONTROL
 GD0891  ___________________________________________________________________
 GD0891* NAD 83(1995)-  36 03 35.75288(N)    089 38 41.62251(W)     ADJUSTED  
 GD0891* NAVD 88     -        80.10   (meters)     262.8    (feet)  GPS OBS   
 GD0891  ___________________________________________________________________
 GD0891  X           -      31,993.375 (meters)                     COMP
 GD0891  Y           -  -5,162,029.958 (meters)                     COMP
 GD0891  Z           -   3,733,600.055 (meters)                     COMP
 GD0891  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GD0891  ELLIP HEIGHT-          51.81  (meters)          (05/31/05) GPS OBS
 GD0891  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0891  DYNAMIC HT  -          80.03  (meters)     262.6   (feet)  COMP
 GD0891  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GD0891
 GD0891  HORZ ORDER  -  FIRST
 GD0891  VERT ORDER  -  FIRST     CLASS II (See Below)
 GD0891  ELLP ORDER  -  FOURTH    CLASS II
 GD0891
 GD0891.The horizontal coordinates were established by GPS observations
 GD0891.and adjusted by the National Geodetic Survey in May 2005..
 GD0891
 GD0891.The orthometric height was determined by GPS observations and a
 GD0891.high-resolution geoid model using precise GPS observation and
 GD0891.processing techniques. It supersedes the leveled height previously
 GD0891.determined for this station.
 GD0891.The vertical order pertains to the first NAVD 88 superseded value.
 GD0891
 GD0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0891
 GD0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0891
 GD0891.The ellipsoidal height was determined by GPS observations
 GD0891.and is referenced to NAD 83.
 GD0891
 GD0891.The geoid height was determined by GEOID03.
 GD0891
 GD0891.The dynamic height is computed by dividing the NAVD 88
 GD0891.geopotential number by the normal gravity value computed on the
 GD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0891.degrees latitude (g = 980.6199 gals.).
 GD0891
 GD0891.The modeled gravity was interpolated from observed gravity values.
 GD0891
 GD0891;                    North         East     Units Scale Factor Converg.
 GD0891;SPC TN       -   197,679.204   271,701.955   MT  0.99995614   -2 08 01.9
 GD0891;SPC TN       -   648,552.52    891,408.83   sFT  0.99995614   -2 08 01.9
 GD0891;UTM  16      - 3,993,833.653   261,776.183   MT  1.00029932   -1 33 27.4
 GD0891
 GD0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0891!SPC TN       -   0.99999187  x   0.99995614  =   0.99994801
 GD0891!UTM  16      -   0.99999187  x   1.00029932  =   1.00029119
 GD0891
 GD0891                          SUPERSEDED SURVEY CONTROL
 GD0891
 GD0891  NAVD 88 (06/15/91)   80.072  (m)          262.70   (f) ADJUSTED    1 2
 GD0891  NGVD 29 (??/??/??)   80.008  (m)          262.49   (f) ADJUSTED    1 2
 GD0891
 GD0891.Superseded values are not recommended for survey control.
 GD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0891.See file dsdata.txt to determine how the superseded data were derived.
 GD0891
 GD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6177693834(NAD 83)
 GD0891_MARKER: DB = BENCH MARK DISK
 GD0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0891_STAMPING: B 96 1957
 GD0891_MARK LOGO: CGS   
 GD0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0891+STABILITY: SURFACE MOTION
 GD0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0891+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD0891
 GD0891  HISTORY     - Date     Condition        Report By
 GD0891  HISTORY     - 1957     MONUMENTED       CGS
 GD0891  HISTORY     - 20020717 GOOD             USACE
 GD0891  HISTORY     - 20030708 GOOD             EMCINC
 GD0891
 GD0891                          STATION DESCRIPTION
 GD0891
 GD0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0891'2 MI NE FROM HELOISE.
 GD0891'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0891'LANDING AT HELOISE, AT THE JUNCTION OF A GRAVEL ROAD NORTH,
 GD0891'27 FEET SOUTH OF CENTER LINE OF HIGHWAY, 38 FEET SOUTHWEST OF CENTER
 GD0891'OF JUNCTION, 38 FEET NORTHEAST OF A LONE 18-INCH COTTONWOOD
 GD0891'TREE, 1 FOOT WEST OF A FENCE CORNER, 2 FEET EAST OF A CONCRETE
 GD0891'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 GD0891'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0891
 GD0891                          STATION RECOVERY (2002)
 GD0891
 GD0891'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0891'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) ENE FROM THE COMMUNITY OF
 GD0891'HELOISE, TENNESSEE.  TO REACH THE STATION FROM THE INTERSECTION OF
 GD0891'STATE HIGHWAY 104 AND STATE HIGHWAY 181 WHICH IS ON TOP OF MISSISSIPPI
 GD0891'RIVER LEVEE, PROCEED WEST ALONG STATE HIGHWAY 104 FOR 0.7 MI (1.1 KM)
 GD0891'TO A PAVED ROAD LEADING NORTH AND THE MARK ON THE LEFT. THE STATION IS
 GD0891'LOCATED 37.7 FT (11.5 M) SSW OF THE CENTERLINE OF HIGHWAY 104 AT ITS
 GD0891'INTERSECTION WITH A PAVED ROAD LEADING NORTH, 154.5 FT (47.1 M) EAST
 GD0891'OF A GUYED SUPPORT POLE ON SOUTH SIDE OF HIGHWAY 104 AND 1.5 FT (0.5
 GD0891'M) NNW OF A 10 INCH ROUND WOODEN PROPERTY CORNER POST AND CARSONITE
 GD0891'WITNESS POST.  MONUMENT IS FLUSH WITH GROUND.  DESCRIBED BY JAMES M
 GD0891'HAMNA, MEM COE, AT 901 573-4181.
 GD0891
 GD0891                          STATION RECOVERY (2003)
 GD0891
 GD0891'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0891'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0950 ***********************************************************************
 GA0950  DESIGNATION -  B 97
 GA0950  PID         -  GA0950
 GA0950  STATE/COUNTY-  TN/WASHINGTON
 GA0950  USGS QUAD   -  LEESBURG (1971)
 GA0950
 GA0950                         *CURRENT SURVEY CONTROL
 GA0950  ___________________________________________________________________
 GA0950* NAD 83(1986)-  36 18 26.     (N)    082 30 57.     (W)     SCALED    
 GA0950* NAVD 88     -       500.439  (meters)    1641.86   (feet)  ADJUSTED  
 GA0950  ___________________________________________________________________
 GA0950  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0950  DYNAMIC HT  -         499.964 (meters)    1640.30  (feet)  COMP
 GA0950  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 GA0950
 GA0950  VERT ORDER  -  SECOND    CLASS 0
 GA0950
 GA0950.The horizontal coordinates were scaled from a topographic map and have
 GA0950.an estimated accuracy of +/- 6 seconds.
 GA0950
 GA0950.The orthometric height was determined by differential leveling
 GA0950.and adjusted by the National Geodetic Survey in June 1991..
 GA0950
 GA0950.The geoid height was determined by GEOID03.
 GA0950
 GA0950.The dynamic height is computed by dividing the NAVD 88
 GA0950.geopotential number by the normal gravity value computed on the
 GA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0950.degrees latitude (g = 980.6199 gals.).
 GA0950
 GA0950.The modeled gravity was interpolated from observed gravity values.
 GA0950
 GA0950;                    North         East    Units  Estimated Accuracy
 GA0950;SPC TN       -   224,570.      912,850.      MT  (+/- 180 meters Scaled)
 GA0950
 GA0950                          SUPERSEDED SURVEY CONTROL
 GA0950
 GA0950  NGVD 29 (??/??/92)  500.578  (m)         1642.31   (f) ADJ UNCH    2 0
 GA0950
 GA0950.Superseded values are not recommended for survey control.
 GA0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0950.See file dsdata.txt to determine how the superseded data were derived.
 GA0950
 GA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA639190(NAD 83)
 GA0950_MARKER: DB = BENCH MARK DISK
 GA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0950_STAMPING: B 97 1935
 GA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0950+STABILITY: SURFACE MOTION
 GA0950
 GA0950  HISTORY     - Date     Condition        Report By
 GA0950  HISTORY     - 1935     MONUMENTED       CGS
 GA0950
 GA0950                          STATION DESCRIPTION
 GA0950
 GA0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0950'2.9 MI W FROM JONESBORO.
 GA0950'2.9 MILES WEST ALONG STATE HIGHWAY 81 FROM THE COURTHOUSE AT
 GA0950'JONESBORO, WASHINGTON COUNTY, AT THE JUNCTION OF THE LEESBURG ROAD,
 GA0950'36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER
 GA0950'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 97 1935 AND SET
 GA0950'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0643 ***********************************************************************
 GA0643  DESIGNATION -  B 98
 GA0643  PID         -  GA0643
 GA0643  STATE/COUNTY-  TN/SULLIVAN
 GA0643  USGS QUAD   -  BOONE DAM (1968)
 GA0643
 GA0643                         *CURRENT SURVEY CONTROL
 GA0643  ___________________________________________________________________
 GA0643* NAD 83(1986)-  36 28 18.     (N)    082 29 35.     (W)     SCALED    
 GA0643* NAVD 88     -       422.950  (meters)    1387.63   (feet)  ADJUSTED  
 GA0643  ___________________________________________________________________
 GA0643  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0643  DYNAMIC HT  -         422.558 (meters)    1386.34  (feet)  COMP
 GA0643  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 GA0643
 GA0643  VERT ORDER  -  SECOND    CLASS 0
 GA0643
 GA0643.The horizontal coordinates were scaled from a topographic map and have
 GA0643.an estimated accuracy of +/- 6 seconds.
 GA0643
 GA0643.The orthometric height was determined by differential leveling
 GA0643.and adjusted by the National Geodetic Survey in June 1991..
 GA0643
 GA0643.The geoid height was determined by GEOID03.
 GA0643
 GA0643.The dynamic height is computed by dividing the NAVD 88
 GA0643.geopotential number by the normal gravity value computed on the
 GA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0643.degrees latitude (g = 980.6199 gals.).
 GA0643
 GA0643.The modeled gravity was interpolated from observed gravity values.
 GA0643
 GA0643;                    North         East    Units  Estimated Accuracy
 GA0643;SPC TN       -   242,880.      914,240.      MT  (+/- 180 meters Scaled)
 GA0643
 GA0643                          SUPERSEDED SURVEY CONTROL
 GA0643
 GA0643  NGVD 29 (??/??/92)  423.093  (m)         1388.10   (f) ADJ UNCH    2 0
 GA0643
 GA0643.Superseded values are not recommended for survey control.
 GA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0643.See file dsdata.txt to determine how the superseded data were derived.
 GA0643
 GA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA662373(NAD 83)
 GA0643_MARKER: DB = BENCH MARK DISK
 GA0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0643_STAMPING: B 98 1935
 GA0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0643+STABILITY: SURFACE MOTION
 GA0643
 GA0643  HISTORY     - Date     Condition        Report By
 GA0643  HISTORY     - 1935     MONUMENTED       CGS
 GA0643  HISTORY     - 1961     GOOD             NGS
 GA0643  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 GA0643
 GA0643                          STATION DESCRIPTION
 GA0643
 GA0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0643'1.4 MI NE FROM FORDTOWN.
 GA0643'1.4 MILES NORTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0643'FROM THE STATION AT FORDTOWN, SULLIVAN COUNTY, AT AN UNDERPASS,
 GA0643'20 YARDS WEST OF THE WEST RAIL, 14 YARDS SOUTHEAST OF THE CENTERLINE
 GA0643'OF A ROAD, 1 YARD NORTHWEST OF A POLE, AND 13 FEET LOWER THAN
 GA0643'THE TOP OF THE WEST RAIL, AND 1 FOOT WEST OF STEEL WITNESS POST.
 GA0643'A STANDARD DISK, STAMPED B 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0643'POST.
 GA0643
 GA0643                          STATION RECOVERY (2005)
 GA0643
 GA0643'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 GA0643'THE POINT OF INTERSECTION BETWEEN THE 14-YARD DISTANCE FROM THE
 GA0643'CENTERLINE OF SHIPLEY FERRY
 GA0643'ROAD AND THE 20-YARD DISTANCE FROM THE SOUTH RAIL OF THE TRACK IS NOW
 GA0643'LOCATED NEAR
 GA0643'THE EAST EDGE OF A NEWLY CONSTRUCTED PAVED ROAD OR DRIVEWAY RUNNING
 GA0643'SOUTH FROM
 GA0643'SHIPLEY FERRY ROAD.  THIS CONSTRUCTION MAY HAVE REMOVED OR CONCEALED
 GA0643'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0830 ***********************************************************************
 GA0830  DESIGNATION -  B 99
 GA0830  PID         -  GA0830
 GA0830  STATE/COUNTY-  TN/GREENE
 GA0830  USGS QUAD   -  GREENEVILLE (1961)
 GA0830
 GA0830                         *CURRENT SURVEY CONTROL
 GA0830  ___________________________________________________________________
 GA0830* NAD 83(1986)-  36 10 11.     (N)    082 49 37.     (W)     SCALED    
 GA0830* NAVD 88     -       476.211  (meters)    1562.37   (feet)  ADJUSTED  
 GA0830  ___________________________________________________________________
 GA0830  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0830  DYNAMIC HT  -         475.758 (meters)    1560.88  (feet)  COMP
 GA0830  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GA0830
 GA0830  VERT ORDER  -  SECOND    CLASS 0
 GA0830
 GA0830.The horizontal coordinates were scaled from a topographic map and have
 GA0830.an estimated accuracy of +/- 6 seconds.
 GA0830
 GA0830.The orthometric height was determined by differential leveling
 GA0830.and adjusted by the National Geodetic Survey in June 1991..
 GA0830
 GA0830.The geoid height was determined by GEOID03.
 GA0830
 GA0830.The dynamic height is computed by dividing the NAVD 88
 GA0830.geopotential number by the normal gravity value computed on the
 GA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0830.degrees latitude (g = 980.6199 gals.).
 GA0830
 GA0830.The modeled gravity was interpolated from observed gravity values.
 GA0830
 GA0830;                    North         East    Units  Estimated Accuracy
 GA0830;SPC TN       -   208,370.      885,420.      MT  (+/- 180 meters Scaled)
 GA0830
 GA0830                          SUPERSEDED SURVEY CONTROL
 GA0830
 GA0830  NGVD 29 (??/??/92)  476.334  (m)         1562.77   (f) ADJ UNCH    2 0
 GA0830
 GA0830.Superseded values are not recommended for survey control.
 GA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0830.See file dsdata.txt to determine how the superseded data were derived.
 GA0830
 GA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA356043(NAD 83)
 GA0830_MARKER: DB = BENCH MARK DISK
 GA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0830_STAMPING: B 99 1935
 GA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0830+STABILITY: SURFACE MOTION
 GA0830
 GA0830  HISTORY     - Date     Condition        Report By
 GA0830  HISTORY     - 1935     MONUMENTED       CGS
 GA0830  HISTORY     - 1955     GOOD             TVA
 GA0830
 GA0830                          STATION DESCRIPTION
 GA0830
 GA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0830'0.7 MI NE FROM GREENEVILLE.
 GA0830'0.7 MILE NE ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0830'GREENEVILLE, GREENE COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY
 GA0830'11E AND STATE HIGHWAY 93, 33 FEET SE OF THE ABUTMENT OF A
 GA0830'BRIDGE OVER STATE HIGHWAY 93, 33 FEET NE OF THE CENTERLINE OF
 GA0830'U.S. HIGHWAY 11E, 9 FEET S. OF A DOUBLE 8-INCH LOCUST TREE,
 GA0830'AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0830'B 99 1935 AND SET IN THE TOP OF A CONCRETE POST.  43 FEET SOUTH
 GA0830'SOUTHEAST OF SOUTHEAST CORNER OF NORTHEAST WINGWALL OF BRIDGE
 GA0830'OVER HIGHWAY, 27 FEET NORTHWEST OF THE CENTERLINE OF STREET
 GA0830'LEADING TO OAK GROVE CEMETERY.  20.4 FEET NORTHEAST OF POWER
 GA0830'POLE IN NORTH QUADRANT OF STREET, 2 FEET SOUTH OF STEEL WITNESS
 GA0830'POST.
 GA0830
 GA0830                          STATION RECOVERY (1955)
 GA0830
 GA0830'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3406 ***********************************************************************
 GA3406  DESIGNATION -  BAILEY
 GA3406  PID         -  GA3406
 GA3406  STATE/COUNTY-  TN/HAWKINS
 GA3406  USGS QUAD   -  BAILEYTON (1971)
 GA3406
 GA3406                         *CURRENT SURVEY CONTROL
 GA3406  ___________________________________________________________________
 GA3406* NAD 83(1995)-  36 21 49.63937(N)    082 51 36.66923(W)     ADJUSTED  
 GA3406* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 GA3406  ___________________________________________________________________
 GA3406  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GA3406  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3406
 GA3406  HORZ ORDER  -  THIRD
 GA3406
 GA3406.The horizontal coordinates were established by classical geodetic methods
 GA3406.and adjusted by the National Geodetic Survey in April 1999..
 GA3406
 GA3406.The orthometric height was scaled from a topographic map.
 GA3406
 GA3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3406
 GA3406.The geoid height was determined by GEOID03.
 GA3406
 GA3406;                    North         East     Units Scale Factor Converg.
 GA3406;SPC TN       -   229,800.838   881,740.442   MT  0.99999105   +1 50 17.4
 GA3406;SPC TN       -   753,938.25  2,892,843.43   sFT  0.99999105   +1 50 17.4
 GA3406;UTM  17      - 4,025,905.775   333,110.465   MT  0.99994317   -1 06 11.4
 GA3406
 GA3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3406!SPC TN       -   0.99989541  x   0.99999105  =   0.99988646
 GA3406!UTM  17      -   0.99989541  x   0.99994317  =   0.99983859
 GA3406
 GA3406|---------------------------------------------------------------------|
 GA3406| PID    Reference Object                     Distance      Geod. Az  |
 GA3406|                                                           dddmmss.s |
 GA3406| DB8676 BAILEY RM 1                          11.211 METERS 06541     |
 GA3406| DB8675 BAILEY AZ MK                                       2412631.6 |
 GA3406| DB8677 BAILEY RM 2                           8.092 METERS 31923     |
 GA3406|---------------------------------------------------------------------|
 GA3406
 GA3406                          SUPERSEDED SURVEY CONTROL
 GA3406
 GA3406  NAD 83(1995)-  36 21 49.64198(N)    082 51 36.67200(W) AD(       ) 3
 GA3406  NAD 83(1995)-  36 21 49.65026(N)    082 51 36.68199(W) AD(       ) 3
 GA3406  NAD 83(1995)-  36 21 49.64548(N)    082 51 36.67213(W) AD(       ) 3
 GA3406  NAD 83(1986)-  36 21 49.64764(N)    082 51 36.67261(W) AD(       ) 3
 GA3406  NAD 27      -  36 21 49.29200(N)    082 51 37.09400(W) AD(       ) 3
 GA3406
 GA3406.Superseded values are not recommended for survey control.
 GA3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3406.See file dsdata.txt to determine how the superseded data were derived.
 GA3406
 GA3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3311025906(NAD 83)
 GA3406_MARKER: DS = TRIANGULATION STATION DISK
 GA3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3406
 GA3406  HISTORY     - Date     Condition        Report By
 GA3406  HISTORY     - 1934     MONUMENTED       CGS
 GA3406
 GA3406                          STATION DESCRIPTION
 GA3406
 GA3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3406'ABOUT 3.3 MILES WEST-SOUTHWEST OF VAN HILL, 2.7 MILES NORTH-NORTHWEST
 GA3406'OF BAILEYTON, ON
 GA3406'BARE KNOLL, ON RIDGE OF BAYS MOUNTAIN, AND ON
 GA3406'PROPERTY OF JOHN UNDERHILL.  TO
 GA3406'REACH FROM BAILEYTON POST OFFICE, GO
 GA3406'NORTHWEST 0.1 MILE TO SINCLAIR SERVICE STATION ON
 GA3406'RIGHT, TURN LEFT
 GA3406'AND GO 0.4 MILE TO T-ROAD RIGHT AT RED BRICK CHURCH, TURN RIGHT AND
 GA3406'GO 0.35 MILE,
 GA3406'FOLLOW LEFT FORK AT LONE WHITE-OAK TREE 0.8 MILE TO
 GA3406'T-ROAD RIGHT, TURN RIGHT PAST
 GA3406'CABIN ON LEFT AND KEEP MAIN-TRAVELED
 GA3406'ROAD UP HOLLOW 2.4 MILES, KEEP LEFT FORK AT
 GA3406'BRIDGE AND 2-MAIL BOXES
 GA3406'AND GO 0.1 MILE TO TOP OF GRADE AND JOHN UNDERHILLS HOME ON
 GA3406'LEFT (END OF TRUCK
 GA3406'TRAVEL), TURN SHARPLY TO RIGHT THROUGH GATE AND FOLLOW WAGON
 GA3406'TRAIL MARKED BY
 GA3406'TRIANGLE-BLAZED TREE TO TOP OF RIDGE, AND THENCE TO
 GA3406'LEFT ALONG RIDGE 1/2 MILE TO
 GA3406'STATION SITE 29.2 FEET EAST-NORTHEAST OF
 GA3406'30-INCH STUMP, 15 FEET SOUTH FROM GATE IN
 GA3406'EAST-AND-WEST FENCE, AND 7
 GA3406'FEET WEST OF NORTH-AND-SOUTH FENCE.  SURFACE AND UNDERGROUND
 GA3406'MARKS ARE
 GA3406'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GA3406'AND AZIMUTH MARKS ARE
 GA3406'STANDARD REFERENCE DISKS IN CONCRETE.
 GA3406'NO. 1 IS ON PROPERTY OF GEORGE MCLAIN,
 GA3406'22.6 FEET NORTHWEST OF FENCE
 GA3406'CORNER, AND 36.78 FEET FROM STATION
 GA3406'N 24 DEG 19 MIN E.  NO. 2 IS
 GA3406'ON DOWN SLOPE FROM STATION, 2 FEET SOUTH OF FENCE, AND 26.55
 GA3406'FEET FROM STATION N 40 DEG 37 MIN W.
 GA3406'AZIMUTH MARK IS AT EAST
 GA3406'EDGE OF PATH BEHIND BROWN MOUNTAIN
 GA3406'SCHOOL, ABOUT 50 FEET NORTHEAST OF
 GA3406'NORTHWEST CORNER OF SCHOOL, 12 FEET NORTH OF 24-INCH
 GA3406'STUMP AT EAST
 GA3406'SIDE OF TRAIL, AND ABOUT 0.5 MILE FROM STATION
 GA3406'S 61 DEG 26 MIN W.
 GA3406'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION-
 GA3406'BAILEYTON AUDITORIUM, CUPOLA, 3
 GA3406'MILES, S 27 DEG 40 MIN E, AND
 GA3406'BROWN MOUNTAIN SCHOOL, CHIMNEY, 0.5 MILE, S 60 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2542 ***********************************************************************
 FE2542  DESIGNATION -  BAILEY
 FE2542  PID         -  FE2542
 FE2542  STATE/COUNTY-  TN/SHELBY
 FE2542  USGS QUAD   -  COLLIERVILLE (1965)
 FE2542
 FE2542                         *CURRENT SURVEY CONTROL
 FE2542  ___________________________________________________________________
 FE2542* NAD 83(1995)-  35 03 38.54053(N)    089 44 43.71823(W)     ADJUSTED  
 FE2542* NAVD 88     -       111.51   (+/-2cm)     365.8    (feet)  VERTCON   
 FE2542  ___________________________________________________________________
 FE2542  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FE2542  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2542
 FE2542  HORZ ORDER  -  THIRD
 FE2542  VERT ORDER  -  THIRD ? (See Below)
 FE2542
 FE2542.The horizontal coordinates were established by classical geodetic methods
 FE2542.and adjusted by the National Geodetic Survey in April 1999..
 FE2542
 FE2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2542.The vertical order pertains to the NGVD 29 superseded value.
 FE2542
 FE2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2542
 FE2542.The geoid height was determined by GEOID03.
 FE2542
 FE2542;                    North         East     Units Scale Factor Converg.
 FE2542;SPC TN       -    87,240.539   258,405.091   MT  1.00003880   -2 11 33.9
 FE2542;SPC TN       -   286,221.67    847,784.04   sFT  1.00003880   -2 11 33.9
 FE2542;UTM  16      - 3,883,222.625   249,622.975   MT  1.00037267   -1 34 40.6
 FE2542
 FE2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2542!SPC TN       -   0.99998682  x   1.00003880  =   1.00002561
 FE2542!UTM  16      -   0.99998682  x   1.00037267  =   1.00035948
 FE2542
 FE2542:                Primary Azimuth Mark                     Grid Az
 FE2542:SPC TN       -  COLLIERVILLE TANK                        106 38 07.0
 FE2542:UTM  16      -  COLLIERVILLE TANK                        106 01 13.7
 FE2542
 FE2542|---------------------------------------------------------------------|
 FE2542| PID    Reference Object                     Distance      Geod. Az  |
 FE2542|                                                           dddmmss.s |
 FE2542| FE2543 COLLIERVILLE TANK                   APPROX. 7.7 KM 1042633.1 |
 FE2542| CG3165 BAILEY RM 1                          29.113 METERS 11626     |
 FE2542| CG3164 BAILEY AZ MK                                       1324135.3 |
 FE2542| FE2554 MEMPHIS TV STA WREC MAST            APPROX.15.5 KM 3292406.9 |
 FE2542| CG3166 BAILEY RM 2                          29.588 METERS 33705     |
 FE2542| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 7.8 KM 3440412.0 |
 FE2542|---------------------------------------------------------------------|
 FE2542
 FE2542                          SUPERSEDED SURVEY CONTROL
 FE2542
 FE2542  NAD 83(1995)-  35 03 38.54270(N)    089 44 43.71933(W) AD(       ) 3
 FE2542  NAD 83(1995)-  35 03 38.54462(N)    089 44 43.71993(W) AD(       ) 3
 FE2542  NAD 83(1986)-  35 03 38.55119(N)    089 44 43.71868(W) AD(       ) 3
 FE2542  NAD 27      -  35 03 38.22030(N)    089 44 43.41660(W) AD(       ) 3
 FE2542  NGVD 29 (07/19/86)  111.47   (m)          365.7    (f) LEVELING    3  
 FE2542
 FE2542.Superseded values are not recommended for survey control.
 FE2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2542.See file dsdata.txt to determine how the superseded data were derived.
 FE2542
 FE2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4962383223(NAD 83)
 FE2542_MARKER: DS = TRIANGULATION STATION DISK
 FE2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2542
 FE2542  HISTORY     - Date     Condition        Report By
 FE2542  HISTORY     - 1957     MONUMENTED       CGS
 FE2542
 FE2542                          STATION DESCRIPTION
 FE2542
 FE2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2542'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF COLLIERVILLE, 4 MILES
 FE2542'SOUTHEAST OF GERMANTOWN, ABOUT 250 FEET WEST OF THE Y-INTERSECTION
 FE2542'FORMED BY U.S. HIGHWAY 72, STATE HIGHWAY 57 (SAME HIGHWAY) AND POPLAR
 FE2542'ROAD RUNNING WESTERLY, A SHORT CUT-OFF RUNNING NORTH AND SOUTH
 FE2542'CONNECTING THE HIGHWAY AND THE PAVED ROAD 40 FEET WEST OF THE STATION
 FE2542'FORM A TRIANGLE.  THE STATION IS 73 FEET SOUTHWEST OF THE CENTERLINE
 FE2542'OF HIGHWAY 72, 60 FEET NORTHEAST OF THE CENTERLINE OF POPLAR ROAD AND
 FE2542'40 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED CONNECTING ROAD. THE
 FE2542'MONUMENT IS FLUSH AND THE DISK IS STAMPED BAILEY 1957.
 FE2542'
 FE2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 72 AND
 FE2542'GERMANTOWN ROAD LOCATED AT THE NORTH EDGE OF GERMANTOWN, GO EAST ON
 FE2542'HIGHWAY 72 FOR 4.2 MILES TO THE STATION ON THE RIGHT.
 FE2542'
 FE2542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 72 FOR
 FE2542'0.35 MILE TO THE MARK ON THE LEFT.
 FE2542'
 FE2542'REFERENCE MARK 1 IS 37 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 72, 67
 FE2542'FEET NORTH OF THE CENTERLINE OF POPLAR ROAD AND 78 FEET WEST OF A
 FE2542'POWER LINE POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAILEY
 FE2542'NO 1 1957.
 FE2542'
 FE2542'REFERENCE MARK 2 IS 41 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 72 AND
 FE2542'32 FEET EAST OF A 12 INCH OAK TREE. THE MONUMENT IS FLUSH AND THE
 FE2542'DISK IS STAMPED BAILEY NO 2 1957.
 FE2542'
 FE2542'THE AZIMUTH MARK IS 3 FEET NORTH OF A TELEPHONE POLE, 30 FEET
 FE2542'NORTHEAST OF THE CENTERLINE OF HIGHWAY 72 AND 6 FEET SOUTH OF A WHITE
 FE2542'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAILEY
 FE2542'1957.
 FE2542'
 FE2542'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2265 ***********************************************************************
 FE2265  DESIGNATION -  BAIN
 FE2265  PID         -  FE2265
 FE2265  STATE/COUNTY-  TN/CHESTER
 FE2265  USGS QUAD   -  JACKS CREEK (1983)
 FE2265
 FE2265                         *CURRENT SURVEY CONTROL
 FE2265  ___________________________________________________________________
 FE2265* NAD 83(1995)-  35 28 52.72514(N)    088 33 57.04910(W)     ADJUSTED  
 FE2265* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FE2265  ___________________________________________________________________
 FE2265  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 FE2265  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE2265
 FE2265  HORZ ORDER  -  THIRD
 FE2265
 FE2265.The horizontal coordinates were established by classical geodetic methods
 FE2265.and adjusted by the National Geodetic Survey in April 1999..
 FE2265
 FE2265.The orthometric height was scaled from a topographic map.
 FE2265
 FE2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2265
 FE2265.The geoid height was determined by GEOID03.
 FE2265
 FE2265;                    North         East     Units Scale Factor Converg.
 FE2265;SPC TN       -   130,419.700   367,182.661   MT  0.99996724   -1 30 07.7
 FE2265;SPC TN       -   427,885.30  1,204,665.11   sFT  0.99996724   -1 30 07.7
 FE2265;UTM  16      - 3,927,547.747   357,949.782   MT  0.99984866   -0 54 32.5
 FE2265
 FE2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2265!SPC TN       -   0.99997521  x   0.99996724  =   0.99994245
 FE2265!UTM  16      -   0.99997521  x   0.99984866  =   0.99982387
 FE2265
 FE2265:                Primary Azimuth Mark                     Grid Az
 FE2265:SPC TN       -  BAIN AZ MK                               042 41 35.5
 FE2265:UTM  16      -  BAIN AZ MK                               042 06 00.3
 FE2265
 FE2265|---------------------------------------------------------------------|
 FE2265| PID    Reference Object                     Distance      Geod. Az  |
 FE2265|                                                           dddmmss.s |
 FE2265| CG3167 BAIN AZ MK                                         0411127.8 |
 FE2265| CG3169 BAIN RM 2                            58.153 METERS 09144     |
 FE2265| FE0496 MCKINNEY                            APPROX. 9.1 KM 2281722.8 |
 FE2265| FE2267 HENDERSON BLACK TANK                APPROX. 8.2 KM 2361014.6 |
 FE2265| CG3168 BAIN RM 1                            37.366 METERS 34957     |
 FE2265|---------------------------------------------------------------------|
 FE2265
 FE2265                          SUPERSEDED SURVEY CONTROL
 FE2265
 FE2265  NAD 83(1995)-  35 28 52.73079(N)    088 33 57.05591(W) AD(       ) 3
 FE2265  NAD 83(1986)-  35 28 52.73674(N)    088 33 57.05059(W) AD(       ) 3
 FE2265  NAD 27      -  35 28 52.46300(N)    088 33 56.86100(W) AD(       ) 3
 FE2265
 FE2265.Superseded values are not recommended for survey control.
 FE2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2265.See file dsdata.txt to determine how the superseded data were derived.
 FE2265
 FE2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5795027548(NAD 83)
 FE2265_MARKER: DS = TRIANGULATION STATION DISK
 FE2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2265
 FE2265  HISTORY     - Date     Condition        Report By
 FE2265  HISTORY     - 1934     MONUMENTED       CGS
 FE2265  HISTORY     - 1972     GOOD             TVA
 FE2265  HISTORY     - 1976     GOOD             NGS
 FE2265
 FE2265                          STATION DESCRIPTION
 FE2265
 FE2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2265'ABOUT 6 MILES NORTHEAST OF HENDERSON, ON HIGHEST PART OF WOODED HILL,
 FE2265'ON PROPERTY OF R.P. BAIN, ABOUT 200 YARDS DIRECTLY EAST OF BAINS
 FE2265'HOUSE, 23 FEET NORTH OF 14-INCH OAK TREE WITH TRIANGULAR BLAZE, AND
 FE2265'40 FEET NORTHWEST OF LARGE DOUBLE OAK TREE.  TO REACH FROM
 FE2265'INTERSECTION OF ROUTES 45 AND 100 AT HENDERSON, FOLLOW ROUTE 100
 FE2265'NORTHEAST 4.35 MILES TO CROSSROADS CONTINUE STRAIGHT AHEAD 0.7 MILE
 FE2265'TO LANE AT MR. BAINS HOUSE, AND TURN LEFT UP LANE TO STATION.
 FE2265'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2265'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2265'DISKS IN CONCRETE.  NO. 1 IS IN EDGE OF CLEARING AND
 FE2265'SLIGHTLY LOWER IN ELEVATION THAN AND 122.59 FEET FROM STATION
 FE2265'N 10 DEG 03 MIN W. NO. 2 IS SLIGHTLY LOWER IN ELEVATION THAN
 FE2265'AND 190.79 FEET FROM STATION S 88 DEG 16 MIN E.  AZIMUTH
 FE2265'MARK IS ABOUT 15 FEET EAST OF CENTER LINE OF ROAD, ON PROPERTY OF
 FE2265'JACK COMB, 0.3 MILE ALONG ROAD (NORTH) FROM LANE TO MR. BAINS
 FE2265'HOUSE, AND 0.5 MILE FROM STATION N 41 DEG 11 MIN E.
 FE2265
 FE2265                          STATION RECOVERY (1972)
 FE2265
 FE2265'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NOD)
 FE2265'CONDITION OF POINT WHEN FOUND GOOD.
 FE2265'
 FE2265'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAIN 1934.
 FE2265'
 FE2265'DESC OF MON STILL GOOD.  BLAZED 14 INCH OAK AND LARGE DOUBLE OAK
 FE2265'GONE--POST AND SIGN SET 1.5 E OF MON.
 FE2265'
 FE2265'REFS--S 20 W 6.0 TO 14 INCH POPLAR.
 FE2265'W 2.0 TO 8 INCH WHITE OAK.
 FE2265'N 50 N 23.5 TO 12 INCH WHITE OAK.
 FE2265'
 FE2265'PAINTED CROSS ON REF. TREES.
 FE2265'
 FE2265'ROAD HAS BEEN BLACK TOP AND 15 FEET FROM CENTERLINE PLACES MON ON
 FE2265'SHOULDER OF RD--CHECK MILEAGE--BELIEVE TO HAVE BEEN DESTROYED.
 FE2265'
 FE2265'BAIN RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2265'
 FE2265'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAIN NO. 1.
 FE2265'
 FE2265'POST AND SIGN SET 2 FEET EAST.
 FE2265'
 FE2265'REFS--S 18.8 TO 6 INCH BLACK OAK (PAINTED CROSS ON REF. TREES).
 FE2265'N 60 W 39.2 TO 24 INCH PINE.
 FE2265'S 60 E TO 4 INCH HICKORY.
 FE2265'
 FE2265'BAIN RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2265'
 FE2265'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAIN NO. 2 1934.
 FE2265'
 FE2265'REFS--N 10 W 18.5 TO 14 INCH BLACK OAK.
 FE2265'S 80 W 13.5 TO 10 INCH WILD CHERRY.
 FE2265'N 70 E 18.2 TO 12 INCH WHITE OAK.
 FE2265'
 FE2265'PAINTED CROSS ON REF. TREES.
 FE2265'
 FE2265'POST AND SIGN SET 1.5 FEET NE OF MON.
 FE2265'
 FE2265'DISTANCE AND DIRECTION FROM NEAREST TOWN 6.0 MI NE OF HENDERSON.
 FE2265
 FE2265                          STATION RECOVERY (1976)
 FE2265
 FE2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2265'NOT OCCUPIED.
 FE2265'
 FE2265'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE
 FE2265'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN
 FE2265'DESTROYED BY ROAD WORK.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 FE2265'FOLLOWS--
 FE2265'
 FE2265'THE STATION IS 2 FEET WEST OF A METAL WITNESS POST, 6 FEET NORTHEAST
 FE2265'OF A 14 INCH POPLAR TREE, 2 FEET EAST OF AN 8 INCH OAK TREE AND 24
 FE2265'FEET SOUTHEAST OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS 10
 FE2265'INCHES AND THE DISK IS STAMPED BAIN 1934.
 FE2265'
 FE2265'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45
 FE2265'(BUSINESS) AND STATE HIGHWAY 100 AT THE EAST EDGE OF HENDERSON, GO
 FE2265'EASTERLY ON HIGHWAY 100 FOR 4.45 MILES TO A CROSSROAD.  TURN LEFT
 FE2265'AND GO NORTH ON PAVED ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE LEFT
 FE2265'TO OLD HOUSE AND BARNS.  TURN LEFT AND GO WESTERLY ACROSS PASTURE
 FE2265'AND UPHILL FOR ABOUT 0.15 MILE TO HIGHEST POINT AND THE STATION.
 FE2265'
 FE2265'REFERENCE MARK 1 IS 2 FEET WEST OF A METAL WITNESS POST, 19 FEET
 FE2265'NORTH OF A 6 INCH OAK TREE, 39 FEET SOUTHEAST OF A 24 INCH PINE TREE
 FE2265'AND 10 FEET NORTHWEST OF A 4 INCH HICKORY TREE.  THE MONUMENT
 FE2265'PROJECTS ABOUT 14 INCHES AND THE DISK IS STAMPED BAIN NO 1 1934.
 FE2265'
 FE2265'REFERENCE MARK 2 IS 18 FEET SOUTHEAST OF A 14 INCH OAK TREE, 14 FEET
 FE2265'NORTHEAST OF A 10 INCH WILD CHERRY TREE, 19 FEET SOUTHWEST OF A 12
 FE2265'INCH OAK TREE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 FE2265'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED BAIN NO 2
 FE2265'1934.
 FE2265'
 FE2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FE2265'NORTHEAST OF HENDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0616 ***********************************************************************
 FD0616  DESIGNATION -  BAKER
 FD0616  PID         -  FD0616
 FD0616  STATE/COUNTY-  TN/RUTHERFORD
 FD0616  USGS QUAD   -  SMYRNA (1998)
 FD0616
 FD0616                         *CURRENT SURVEY CONTROL
 FD0616  ___________________________________________________________________
 FD0616* NAD 83(1995)-  35 55 13.73713(N)    086 30 54.61628(W)     ADJUSTED  
 FD0616* NAVD 88     -       204.865  (meters)     672.13   (feet)  ADJUSTED  
 FD0616  ___________________________________________________________________
 FD0616  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FD0616  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0616  DYNAMIC HT  -         204.688 (meters)     671.55  (feet)  COMP
 FD0616  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FD0616
 FD0616  HORZ ORDER  -  SECOND
 FD0616  VERT ORDER  -  SECOND    CLASS 0
 FD0616
 FD0616.The horizontal coordinates were established by classical geodetic methods
 FD0616.and adjusted by the National Geodetic Survey in April 1999..
 FD0616
 FD0616.The orthometric height was determined by differential leveling
 FD0616.and adjusted by the National Geodetic Survey in June 1991..
 FD0616
 FD0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0616
 FD0616.The geoid height was determined by GEOID03.
 FD0616
 FD0616.The dynamic height is computed by dividing the NAVD 88
 FD0616.geopotential number by the normal gravity value computed on the
 FD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0616.degrees latitude (g = 980.6199 gals.).
 FD0616
 FD0616.The modeled gravity was interpolated from observed gravity values.
 FD0616
 FD0616;                    North         East     Units Scale Factor Converg.
 FD0616;SPC TN       -   176,215.128   553,506.241   MT  0.99994953   -0 18 05.8
 FD0616;SPC TN       -   578,132.47  1,815,961.73   sFT  0.99994953   -0 18 05.8
 FD0616;UTM  16      - 3,975,237.434   543,740.457   MT  0.99962357   +0 17 04.0
 FD0616
 FD0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0616!SPC TN       -   0.99997236  x   0.99994953  =   0.99992189
 FD0616!UTM  16      -   0.99997236  x   0.99962357  =   0.99959594
 FD0616
 FD0616|---------------------------------------------------------------------|
 FD0616| PID    Reference Object                     Distance      Geod. Az  |
 FD0616|                                                           dddmmss.s |
 FD0616| FD0617 BAKER RM 2                           14.749 METERS 00306     |
 FD0616| GC2213 SEWART AIR FORCE BASE TANK          APPROX. 9.7 KM 0040430.1 |
 FD0616| FD1422 SINGER COMPANY WATER TANK           APPROX. 4.7 KM 0951830.0 |
 FD0616| FD0615 BAKER RM 1                           23.436 METERS 13123     |
 FD0616| FD1471 BAKER AZ MK                         APPROX. 2.1 KM 3183630.9 |
 FD0616| FD1473 SMYRNA NORTHWEST MUNICIPAL TK       APPROX. 6.4 KM 3534200.0 |
 FD0616| FD1474 SMYRNA SOUTHEAST MUNICIPAL TK       APPROX. 5.8 KM 3593341.3 |
 FD0616|---------------------------------------------------------------------|
 FD0616
 FD0616                          SUPERSEDED SURVEY CONTROL
 FD0616
 FD0616  NAD 83(1995)-  35 55 13.74301(N)    086 30 54.61909(W) AD(       ) 2
 FD0616  NAD 83(1986)-  35 55 13.74809(N)    086 30 54.61742(W) AD(       ) 2
 FD0616  NAD 27      -  35 55 13.51560(N)    086 30 54.64190(W) AD(       ) 2
 FD0616  NGVD 29 (??/??/92)  204.881  (m)          672.18   (f) ADJ UNCH    2 0
 FD0616
 FD0616.Superseded values are not recommended for survey control.
 FD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0616.See file dsdata.txt to determine how the superseded data were derived.
 FD0616
 FD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4374075237(NAD 83)
 FD0616_MARKER: DS = TRIANGULATION STATION DISK
 FD0616_SETTING: 66 = SET IN ROCK OUTCROP
 FD0616_SP_SET: ROCK OUTCROP
 FD0616_STAMPING: BAKER 1960
 FD0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0616+STABILITY: POSITION/ELEVATION WELL
 FD0616
 FD0616  HISTORY     - Date     Condition        Report By
 FD0616  HISTORY     - 1960     MONUMENTED       CGS
 FD0616  HISTORY     - 1960     GOOD             CGS
 FD0616
 FD0616                          STATION DESCRIPTION
 FD0616
 FD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0616'THE STATION IS LOCATED ON THE PROPERTY OF MR PEEBLES, ABOUT 4 MILES
 FD0616'SOUTH OF SMYRNA, ABOUT 1
 FD0616'MILE EAST OF STEWART CREEK AND ON THE SUMMIT OF A
 FD0616'TIMBER COVERED LOW HILL.
 FD0616'
 FD0616'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO SOUTHEAST AND
 FD0616'SOUTH, ON HAZELWOOD DRIVE
 FD0616'FOR 1.55 MILES TO THE JUNCTION WITH THE OLD NASHVILLE
 FD0616'HIGHWAY.  TURN LEFT, AND GO 0.1
 FD0616'MILE TO ALMAVILLE ROAD.  TURN RIGHT,
 FD0616'ON ALMAVILLE ROAD AND GO SOUTHERLY FOR 1.65 MILES
 FD0616'TO MR NEELYS
 FD0616'RESIDENCE ON THE LEFT AND THE AZIMUTH MARK.  PROCEED SOUTHERLY, FOR
 FD0616'0.8 MILE TO A
 FD0616'SIDE ROAD LEFT.  TURN LEFT, ON A GRAVELED ROAD AND GO
 FD0616'SOUTH AND EAST FOR 1.0 MILE TO A
 FD0616'T-ROAD.  TURN LEFT, NORTH, AND GO
 FD0616'0.35 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT,
 FD0616'EAST, AND GO 0.15
 FD0616'MILE TO A POLE GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHEAST
 FD0616'FOR 0.3 MILE TO A
 FD0616'LARGE HICKORY TREE ON THE RIGHT AND A FORK.  KEEP
 FD0616'RIGHT, AND GO SOUTHERLY FOR 0.2
 FD0616'MILE TO A CLEARING AND A LARGE FLAT
 FD0616'ROCK SURFACE.  CONTINUE SOUTHEAST, ACROSS ROCK
 FD0616'SURFACE ABOUT 50
 FD0616'YARDS, THEN TURN RIGHT, ON A DIM TRACK ROAD AND GO SOUTHERLY 0.1
 FD0616'MILE TO THE
 FD0616'STATION.
 FD0616'
 FD0616'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BAKER 1960,
 FD0616'CEMENTED IN A DRILL HOLE IN
 FD0616'OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 5.8 FEET
 FD0616'EAST OF A WITNESS SIGN.
 FD0616'
 FD0616'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BAKER NO 1 1960,
 FD0616'CEMENTED IN A DRILL HOLE IN
 FD0616'OUTCROPPING BEDROCK, AND SET FLUSH.  THE BEDROCK
 FD0616'PROJECTS 26 INCHES ON THE NORTH
 FD0616'AND WEST SIDES.  IT IS SET JUST WEST
 FD0616'OF A SMALL CAIRN.
 FD0616'
 FD0616'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BAKER NO 2 1960,
 FD0616'CEMENTED IN A DRILL HOLE IN
 FD0616'OUTCROPPING BEDROCK, AND SET FLUSH.  THE BEDROCK
 FD0616'PROJECTS 24 INCHES ON THE WEST
 FD0616'SIDE.  IT IS 1 FOOT SOUTH OF A SMALL
 FD0616'CAIRN.
 FD0616'
 FD0616'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAKER 1960, AND SET IN A
 FD0616'CONCRETE MONUMENT, FLUSH.
 FD0616'IT IS 87 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FD0616'HOUSE, 62 FEET EAST OF A POWER LINE
 FD0616'POLE, 2.5 FEET NORTHEAST OF A
 FD0616'WITNESS SIGN, AND 2 FEET NORTH OF A FENCE.
 FD0616'
 FD0616'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0616'
 FD0616'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 FD0616
 FD0616                          STATION RECOVERY (1960)
 FD0616
 FD0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0616'13.4 MI NW FROM MURFREESBORO.
 FD0616'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0616'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0616'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2 MILES
 FD0616'WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN ROAD
 FD0616'TO A Y JUNCTION, THEN 0.45 MILES WEST ON A GRAVELED ROAD TO A
 FD0616'PRIVATE DRIVE, FOLLOW THE PRIVATE DRIVE FOR ABOUT 0.2 MILE NORTH
 FD0616'AND THE END OF THE PRIVATE DRIVE, CONTINUE NORTH FOR ABOUT 0.1
 FD0616'MILE THROUGH SOME WOODS TO THE CREST OF A HILL AND THE STATION.
 FD0616'THE STATION MARK IS 5.8 FT. EAST OF A WITNESS SIGN.  THE DISK
 FD0616'IS CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1637 ***********************************************************************
 FD1637  DESIGNATION -  BAKER
 FD1637  PID         -  FD1637
 FD1637  STATE/COUNTY-  TN/HUMPHREYS
 FD1637  USGS QUAD   -  HUSTBURG (1992)
 FD1637
 FD1637                         *CURRENT SURVEY CONTROL
 FD1637  ___________________________________________________________________
 FD1637* NAD 83(1995)-  35 56 48.50929(N)    087 53 35.61100(W)     ADJUSTED  
 FD1637* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 FD1637  ___________________________________________________________________
 FD1637  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FD1637  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1637
 FD1637  HORZ ORDER  -  SECOND
 FD1637
 FD1637.The horizontal coordinates were established by classical geodetic methods
 FD1637.and adjusted by the National Geodetic Survey in April 1999..
 FD1637
 FD1637.The orthometric height was scaled from a topographic map.
 FD1637
 FD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1637
 FD1637.The geoid height was determined by GEOID03.
 FD1637
 FD1637;                    North         East     Units Scale Factor Converg.
 FD1637;SPC TN       -   180,665.686   429,204.406   MT  0.99995033   -1 06 30.1
 FD1637;SPC TN       -   592,734.00  1,408,148.12   sFT  0.99995033   -1 06 30.1
 FD1637;UTM  16      - 3,978,417.369   419,440.679   MT  0.99967997   -0 31 27.8
 FD1637
 FD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1637!SPC TN       -   0.99997215  x   0.99995033  =   0.99992248
 FD1637!UTM  16      -   0.99997215  x   0.99967997  =   0.99965213
 FD1637
 FD1637|---------------------------------------------------------------------|
 FD1637| PID    Reference Object                     Distance      Geod. Az  |
 FD1637|                                                           dddmmss.s |
 FD1637| CG5510 BAKER RM 1                           28.523 METERS 01447     |
 FD1637| CG5508 BAKER AZ MK                                        1110710.6 |
 FD1637| CG5509 BAKER AZ MK RESET                                  1111917.8 |
 FD1637| FE2213 HAGARD                              APPROX.12.3 KM 2595521.6 |
 FD1637| CG5511 BAKER RM 2                           26.143 METERS 28503     |
 FD1637| GC2622 NEW JOHNSONVILLE TVA PLT N STK      APPROX.12.3 KM 3164953.9 |
 FD1637|---------------------------------------------------------------------|
 FD1637
 FD1637                          SUPERSEDED SURVEY CONTROL
 FD1637
 FD1637  NAD 83(1995)-  35 56 48.51107(N)    087 53 35.61588(W) AD(       ) 2
 FD1637  NAD 83(1986)-  35 56 48.51936(N)    087 53 35.61202(W) AD(       ) 2
 FD1637  NAD 27      -  35 56 48.29700(N)    087 53 35.50900(W) AD(       ) 2
 FD1637
 FD1637.Superseded values are not recommended for survey control.
 FD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1637.See file dsdata.txt to determine how the superseded data were derived.
 FD1637
 FD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1944178417(NAD 83)
 FD1637_MARKER: DS = TRIANGULATION STATION DISK
 FD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1637
 FD1637  HISTORY     - Date     Condition        Report By
 FD1637  HISTORY     - 1934     MONUMENTED       CGS
 FD1637  HISTORY     - 1959     GOOD             CGS
 FD1637  HISTORY     - 1967     GOOD             CGS
 FD1637  HISTORY     - 1973     GOOD             TVA
 FD1637  HISTORY     - 1976     GOOD             NGS
 FD1637
 FD1637                          STATION DESCRIPTION
 FD1637
 FD1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1637'ABOUT 11 MILES SOUTH-SOUTHWEST OF WAVERLY, 4.5 MILES SOUTHEAST OF
 FD1637'HUSTBURG, 1 MILE
 FD1637'WEST-NORTHWEST OF BAKERVILLE, ON HIGH WOODED GROUND
 FD1637'BETWEEN BUFFALO AND DUCK RIVERS,
 FD1637'AND ON MAIN BAKERVILLE-SYCAMORE
 FD1637'LANDING ROAD.  TO REACH FROM CENTER OF SMALL
 FD1637'SETTLEMENT OF
 FD1637'BAKERVILLE, FOLLOW SYCAMORE LANDING ROAD WEST 1.2 MILES TO TOP
 FD1637'OF GRADE AND
 FD1637'WOODS ROAD, TURN RIGHT ONTO WOODS ROAD AND GO 0.1 MILE,
 FD1637'TURN SHARPLY TO LEFT AND GO
 FD1637'ABOUT 200 FEET TO HIGH POINT OF GROUND
 FD1637'AND STATION SITE IN APPROXIMATE CENTER OF
 FD1637'SUMMIT, ABOUT 100 YARDS
 FD1637'SOUTH OF TOP OF ROAD GRADE, 200 FEET WEST OF BAKERVILLE
 FD1637'ROAD, AND 19.5
 FD1637'FEET SOUTHWEST OF 10-INCH OAK WITH TRIANGULAR BLAZE.  SURFACE
 FD1637'AND UNDERGROUND MARKS
 FD1637'ARE STANDARD STATION DISKS IN CONCRETE.
 FD1637'REFERENCE AND AZIMUTH MARKS
 FD1637'ARE STANDARD REFERENCE DISKS
 FD1637'IN CONCRETE.  NO 1 IS ALONG LONG SLOPE OF SUMMIT
 FD1637'AND 93.51 FEET
 FD1637'FROM STATION.  NO 2 IS DOWN WEST SLOPE
 FD1637'OF SUMMIT AND 86.25
 FD1637'FEET FROM STATION.
 FD1637'AZIMUTH MARK IS ON BAKERVILLE ROAD, AT
 FD1637'EDGE OF WOODS, AT TOP OF FIRST
 FD1637'GRADE TO NORTH, 18 FEET SOUTH OF CENTER OF ROAD, AND 0.4
 FD1637'MILE FROM STATION.
 FD1637
 FD1637                          STATION RECOVERY (1959)
 FD1637
 FD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1637'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1637'RECOVERED AND
 FD1637'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 FD1637'DESTROYED BY ROAD IMPROVEMENT
 FD1637'AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 FD1637'A DISCREPANCY WAS FOUND IN THE DIRECTIONS AND
 FD1637'MEASUREMENTS OF
 FD1637'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2.
 FD1637'
 FD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 FD1637'
 FD1637'THE STATION IS LOCATED ON A WOODED RIDGE BETWEEN BUFFALO AND DUCK
 FD1637'RIVERS, 11 MILES
 FD1637'SOUTH-SOUTHWEST OF WAVERLY, 4.5 MILES SOUTHEAST OF HUSTBURG AND
 FD1637'ABOUT 1.5 MILES WEST OF
 FD1637'BAKERVILLE.
 FD1637'
 FD1637'TO REACH THE STATION FROM THE WAVERLY POST OFFICE, GO WEST OF U S
 FD1637'HIGHWAY NO 70 FOR 1.35
 FD1637'MILES, THEN SOUTH ON BUZZARD COVE ROAD FOR 1.85 MILES TO
 FD1637'A FORK, TAKE THE RIGHT FORK
 FD1637'AND GO 4.45 MILES TO A T-ROAD, TURN RIGHT
 FD1637'FOLLOWING THE BLACKTOP ROAD FOR 7.1 MILES TO
 FD1637'THE G C BOONE GENERAL
 FD1637'STORE IN BAKERVILLE, GO WEST, UPHILL, ON THE MAIN ROAD FOR 0.9
 FD1637'MILES TO THE
 FD1637'SUMMIT OF THE HILL AND THE AZIMUTH MARK ON THE LEFT AS
 FD1637'DESCRIBED.  CONTINUE WEST
 FD1637'FOR 0.3 MILE TO AN OLD ROAD LEADING TO THE
 FD1637'RIGHT, TURN RIGHT ON THE OLD ROAD FOR 0.1
 FD1637'MILE TO A DIM TRACK ROAD
 FD1637'RIGHT LEADING INTO THE WOODS, TURN RIGHT ON THE DIM WOODS
 FD1637'ROAD THEN BEAR
 FD1637'LEFT AND PICK WAY THROUGH THE WOODS TO THE TOP OF THE HILL AND
 FD1637'THE STATION AS
 FD1637'DESCRIBED.
 FD1637'
 FD1637'THE STATION IS AT THE APPROXIMATE CENTER OF THE SUMMIT OF THE HILL
 FD1637'AND 6 FEET SOUTH OF A
 FD1637'WITNESS SIGN.  THE MARK IS STAMPED BAKER 1934, IS SET IN
 FD1637'CONCRETE, AND
 FD1637'PROJECTS 6 INCHES ABOVE THE SURROUNDING
 FD1637'SURFACE.
 FD1637'
 FD1637'REFERENCE MARK NO 1 IS STAMPED BAKER NO 1 1934, IS SET IN CONCRETE,
 FD1637'AND PROJECTS 6
 FD1637'INCHES ABOVE THE SURROUNDING SURFACE.
 FD1637'
 FD1637'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE HILL ABOUT 5 FEET
 FD1637'BELOW THE ELEVATION OF
 FD1637'THE STATION.  IT IS STAMPED BAKER NO 2 1934, IS SET IN
 FD1637'CONCRETE, AND IS FLUSH
 FD1637'WITH THE SURFACE OF THE GROUND.
 FD1637'
 FD1637'THE AZIMUTH MARK IS 47 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 25
 FD1637'FEET SOUTH OF THE CENTER
 FD1637'OF THE ROAD AND 2.5 FEET NORTH OF A WITNESS SIGN.  IT
 FD1637'IS STAMPED BAKER 1934 RESET
 FD1637'1959, IS SET IN CONCRETE, AND IS
 FD1637'FLUSH WITH THE SURFACE OF THE GROUND.
 FD1637
 FD1637                          STATION RECOVERY (1967)
 FD1637
 FD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1637'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1637'HOWEVER, DUE TO
 FD1637'NEW ROADS IN THE AREA THE ORIGINAL TO REACH IS NO
 FD1637'LONGER COMPLETELY ADEQUATE.
 FD1637'
 FD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1637'
 FD1637'THE STATION IS LOCATED ON A HEAVILY WOODED RIDGE BETWEEN THE BUFFALO
 FD1637'RIVER AND THE DUCK
 FD1637'RIVER, 11 MILES SOUTH-SOUTHWEST OF WAVERLY, 4.5
 FD1637'MILES SOUTHEAST OF HUSTBURG, AND 1.5
 FD1637'MILES WEST OF BAKERVILLE.
 FD1637'
 FD1637'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO WEST ON U S
 FD1637'HIGHWAY 70 FOR
 FD1637'1.35 MILES TO BUZZARD COVE ROAD ON THE LEFT, TURN
 FD1637'LEFT, SOUTH, ON BUZZARD COVE ROAD
 FD1637'FOR 1.85 MILES TO A FORK, KEEP THE
 FD1637'RIGHT FORK AND GO 4.45 MILES ON AN OILED ROAD TO AN
 FD1637'OILED T
 FD1637'CROSSROAD.  HERE TURN RIGHT AND GO SOUTHWESTERLY ON THIS OILED ROAD
 FD1637'FOR 7.1 MILES TO
 FD1637'THE SMALL COMMUNITY OF BAKERVILLE AND THE POST
 FD1637'OFFICE ON THE LEFT AT THE G C BOONE
 FD1637'GENERAL STORE.  HERE TURN RIGHT
 FD1637'ON COUNTY ROAD R 7718 AND GO WEST, UPHILL, FOR 0.7
 FD1637'MILES TO THE
 FD1637'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WESTERLY ON GRAVELED
 FD1637'ROAD FOR 0.25 MILE
 FD1637'TO AN OLD ROAD ON THE RIGHT, HERE BEAR RIGHT ON
 FD1637'THIS OLD ROAD AND GO 0.1 MILE WEST TO
 FD1637'A FORK AND LARGE DUMP IN THE
 FD1637'NORTHWEST ANGLE AND END OF TRUCK TRAVEL.  FROM THIS
 FD1637'POINT PACK
 FD1637'NORTHWESTERLY THROUGH WOODS TO THE SUMMIT OF THE RIDGE AND THE
 FD1637'STATION AS
 FD1637'DESCRIBED.  IN DRY WEATHER IT WOULD BE POSSIBLE TO PICK
 FD1637'WAY THROUGH WOODS AND DRIVE
 FD1637'ABOUT 0.1 MILE TO THE STATION SITE.
 FD1637'
 FD1637'THE STATION IS IN A SMALL OPEN CLEARING NEAR THE SUMMIT OF THE RIDGE
 FD1637'AND 5.7 FEET SOUTH
 FD1637'OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1637'STANDARD DISK SET IN THE TOP OF A
 FD1637'12-INCH, ROUND, CONCRETE MONUMENT
 FD1637'THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 FD1637'BAKER 1934.
 FD1637'
 FD1637'REFERENCE MARK NO 1 IS ALONG THE TOP OF THE RIDGE NORTH OF THE
 FD1637'STATION, 21.5 FEET
 FD1637'SOUTH OF A 12-INCH, TRIANGLE BLAZED OAK TREE AND
 FD1637'ABOUT THE SAME ELEVATION AS THE
 FD1637'STATION.  IT IS A STANDARD DISK SET
 FD1637'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1637'THAT PROJECTS ABOUT
 FD1637'4 INCHES AND THE DISK IS STAMPED BAKER NO 1 1934.
 FD1637'
 FD1637'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE RIDGE, 3.6 FEET NORTH
 FD1637'OF AN 8-INCH,
 FD1637'TRIANGLE BLAZED OAK TREE AND ABOUT 5 FEET BELOW THE
 FD1637'ELEVATION OF THE STATION.  IT IS
 FD1637'A STANDARD DISK SET IN THE TOP OF A
 FD1637'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1
 FD1637'INCH AND THE DISK
 FD1637'IS STAMPED BAKER NO 2 1934.
 FD1637'
 FD1637'DUE TO NUMEROUS TREES ON LINE IT WAS NOT POSSIBLE TO MEASURE BETWEEN
 FD1637'THE REFERENCE
 FD1637'MARKS.
 FD1637'
 FD1637'THE AZIMUTH MARK IS LOCATED ON A BANK ALONG THE SOUTH RIGHT-OF-WAY OF
 FD1637'COUNTY ROAD R
 FD1637'7718, 47 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 27
 FD1637'FEET SOUTH OF THE APPROXIMATE
 FD1637'CENTER OF THE ROAD AND 2.5 FEET NORTH
 FD1637'OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1637'STANDARD DISK SET IN THE
 FD1637'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD1637'DISK IS STAMPED
 FD1637'BAKER 1934 RESET 1959.
 FD1637'
 FD1637'THIS WAS NOT AN OCCUPIED STATION.
 FD1637
 FD1637                          STATION RECOVERY (1973)
 FD1637
 FD1637'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1637'BAKER RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1637'
 FD1637'ADD TO DESCRIPTION--
 FD1637'16.4 FT. S 35 W. FROM 14 INCH POST OAK.
 FD1637'16.3 FT. N. 5 W. FROM 6 INCH POST OAK.
 FD1637'17.8 FT. N 80 E. FROM 8 INCH HICKORY.
 FD1637'
 FD1637'T. V. A. POST AND SIGN SET 1.0 FT WEST OF MON.
 FD1637'
 FD1637'NOTE--USC AND GS POST AND SIGN SET 9.0 FT. NORTH OF MONUMENT.
 FD1637'
 FD1637'BAKER RM NO. 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1637'DESCRIPTION.
 FD1637'
 FD1637'ADD TO DESCRIPTION.
 FD1637'21.7 FT S 10 E FROM 12 INCH WHITE OAK.
 FD1637'17.2 FT. S 65 E FROM 10 INCH WHITE OAK.
 FD1637'
 FD1637'BAKER RM NO. 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1637'DESCRIPTION.
 FD1637'
 FD1637'ADD TO DESC.
 FD1637'3.7 FT N 30 E. FROM 8 INCH BLACKGUM.
 FD1637'11.3 FT S 65 W. FROM 6 INCH HICKORY.
 FD1637'
 FD1637'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. WEST OF BAKERVILLE.
 FD1637'
 FD1637'BAKER AZI. NOT FOUND.  ROAD HAS BEEN WIDENED AND BLACKTOPPED, COULD
 FD1637'NOT BE SURE WHERE OLD ROAD WAS LOCATED.  APPEARS THAT EXISTING ROAD
 FD1637'TOOK IN OLD ROAD.
 FD1637'
 FD1637'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 1.1 MI. WEST OF
 FD1637'BAKERVILLE.
 FD1637
 FD1637                          STATION RECOVERY (1976)
 FD1637
 FD1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1637'NOT OCCUPIED.
 FD1637'
 FD1637'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FD1637'AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY
 FD1637'ROAD WORK IN THE AREA.  A NEW DESCRIPTION FOLLOWS--
 FD1637'
 FD1637'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY WOODED
 FD1637'RIDGE, ON THE PROPERTY OF MR. D. H. ANDERSON, RT. 3, BOX 51,
 FD1637'WAVERLY, TENN., 16 FEET SOUTHWEST OF A 14 INCH OAK TREE, 16 FEET
 FD1637'NORTHWEST OF A 6 INCH OAK TREE, 18 FEET NORTHEAST OF AN 8 INCH
 FD1637'HICKORY TREE, 1 FOOT EAST OF A METAL WITNESS POST AND 9 FEET SOUTH OF
 FD1637'A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 FD1637'DISK IS STAMPED BAKER 1934.
 FD1637'
 FD1637'TO REACH THE STATION FROM THE T-ROAD INTERSECTION AT GARBERS GROCERY
 FD1637'AND A CHURCH AT BAKERSVILLE, GO WEST UPHILL ON PAVED ROAD FOR 0.9
 FD1637'MILE TO TOP OF GRADE.  TURN RIGHT AND FOLLOW DIM WOODS ROAD
 FD1637'NORTHWEST FOR ABOUT 0.2 MILE TO THE TOP OF RIDGE AND THE STATION AS
 FD1637'DESCRIBED.
 FD1637'
 FD1637'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF A 12 INCH OAK TREE AND 17
 FD1637'FEET SOUTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 4
 FD1637'INCHES AND THE DISK IS STAMPED BAKER NO 1 1934.
 FD1637'
 FD1637'REFERENCE MARK 2 IS 4 FEET NORTHEAST OF AN 8 INCH GUM TREE AND 11
 FD1637'FEET SOUTHWEST OF A 6 INCH HICKORY TREE.  THE MONUMENT PROJECTS 2
 FD1637'INCHES AND THE DISK IS STAMPED BAKER NO 2 1934.
 FD1637'
 FD1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 FD1637'OF BAKERSVILLE.
 FD1637'
 FD1637'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1471 ***********************************************************************
 FD1471  DESIGNATION -  BAKER AZ MK
 FD1471  PID         -  FD1471
 FD1471  STATE/COUNTY-  TN/RUTHERFORD
 FD1471  USGS QUAD   -  SMYRNA (1998)
 FD1471
 FD1471                         *CURRENT SURVEY CONTROL
 FD1471  ___________________________________________________________________
 FD1471* NAD 83(1995)-  35 56 05.40672(N)    086 31 50.61572(W)     ADJUSTED  
 FD1471* NAVD 88     -       167.9    (meters)     551.     (feet)  VERTCON   
 FD1471  ___________________________________________________________________
 FD1471  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD1471  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD1471
 FD1471  HORZ ORDER  -  SECOND
 FD1471
 FD1471.The horizontal coordinates were established by classical geodetic methods
 FD1471.and adjusted by the National Geodetic Survey in April 1999..
 FD1471
 FD1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1471
 FD1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1471
 FD1471.The geoid height was determined by GEOID03.
 FD1471
 FD1471;                    North         East     Units Scale Factor Converg.
 FD1471;SPC TN       -   177,815.063   552,111.029   MT  0.99994994   -0 18 38.6
 FD1471;SPC TN       -   583,381.59  1,811,384.27   sFT  0.99994994   -0 18 38.6
 FD1471;UTM  16      - 3,976,822.496   542,329.414   MT  0.99962208   +0 16 31.5
 FD1471
 FD1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1471!SPC TN       -   0.99997817  x   0.99994994  =   0.99992811
 FD1471!UTM  16      -   0.99997817  x   0.99962208  =   0.99960026
 FD1471
 FD1471:                Primary Azimuth Mark                     Grid Az
 FD1471:SPC TN       -  BAKER                                    138 54 36.7
 FD1471:UTM  16      -  BAKER                                    138 19 26.6
 FD1471
 FD1471|---------------------------------------------------------------------|
 FD1471| PID    Reference Object                     Distance      Geod. Az  |
 FD1471|                                                           dddmmss.s |
 FD1471| FD0616 BAKER                               APPROX. 2.1 KM 1383558.1 |
 FD1471|---------------------------------------------------------------------|
 FD1471
 FD1471                          SUPERSEDED SURVEY CONTROL
 FD1471
 FD1471  NAD 83(1995)-  35 56 05.41271(N)    086 31 50.61871(W) AD(       ) 2
 FD1471  NAD 83(1986)-  35 56 05.41776(N)    086 31 50.61711(W) AD(       ) 2
 FD1471  NAD 27      -  35 56 05.18650(N)    086 31 50.63980(W) AD(       ) 2
 FD1471  NGVD 29 (07/19/86)  167.9    (m)          551.     (f) VERT ANG       
 FD1471
 FD1471.Superseded values are not recommended for survey control.
 FD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1471.See file dsdata.txt to determine how the superseded data were derived.
 FD1471
 FD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4232976822(NAD 83)
 FD1471_MARKER: DS = TRIANGULATION STATION DISK
 FD1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1471_STAMPING: BAKER 1960
 FD1471_MARK LOGO: CGS   
 FD1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1471+STABILITY: SURFACE MOTION
 FD1471
 FD1471  HISTORY     - Date     Condition        Report By
 FD1471  HISTORY     - 1960     MONUMENTED       CGS
 FD1471
 FD1471                          STATION DESCRIPTION
 FD1471
 FD1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD1471'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO SOUTHEAST AND
 FD1471'SOUTH, ON HAZELWOOD DRIVE
 FD1471'FOR 1.55 MILES TO THE JUNCTION WITH THE OLD NASHVILLE
 FD1471'HIGHWAY.  TURN LEFT, AND GO 0.1
 FD1471'MILE TO ALMAVILLE ROAD.  TURN RIGHT,
 FD1471'ON ALMAVILLE ROAD AND GO SOUTHERLY FOR 1.65 MILES
 FD1471'TO MR NEELYS
 FD1471'RESIDENCE ON THE LEFT AND THE AZIMUTH MARK.
 FD1471'
 FD1471'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAKER 1960, AND SET IN A
 FD1471'CONCRETE MONUMENT, FLUSH.
 FD1471'IT IS 87 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FD1471'HOUSE, 62 FEET EAST OF A POWER LINE
 FD1471'POLE, 2.5 FEET NORTHEAST OF A
 FD1471'WITNESS SIGN, AND 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0615 ***********************************************************************
 FD0615  DESIGNATION -  BAKER RM 1
 FD0615  PID         -  FD0615
 FD0615  STATE/COUNTY-  TN/RUTHERFORD
 FD0615  USGS QUAD   -  SMYRNA (1998)
 FD0615
 FD0615                         *CURRENT SURVEY CONTROL
 FD0615  ___________________________________________________________________
 FD0615* NAD 83(1986)-  35 55 13.     (N)    086 30 54.     (W)     SCALED    
 FD0615* NAVD 88     -       203.994  (meters)     669.27   (feet)  ADJUSTED  
 FD0615  ___________________________________________________________________
 FD0615  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0615  DYNAMIC HT  -         203.818 (meters)     668.69  (feet)  COMP
 FD0615  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FD0615
 FD0615  VERT ORDER  -  SECOND    CLASS 0
 FD0615
 FD0615.The horizontal coordinates were scaled from a topographic map and have
 FD0615.an estimated accuracy of +/- 6 seconds.
 FD0615
 FD0615.The orthometric height was determined by differential leveling
 FD0615.and adjusted by the National Geodetic Survey in June 1991..
 FD0615
 FD0615.The geoid height was determined by GEOID03.
 FD0615
 FD0615.The dynamic height is computed by dividing the NAVD 88
 FD0615.geopotential number by the normal gravity value computed on the
 FD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0615.degrees latitude (g = 980.6199 gals.).
 FD0615
 FD0615.The modeled gravity was interpolated from observed gravity values.
 FD0615
 FD0615;                    North         East    Units  Estimated Accuracy
 FD0615;SPC TN       -   176,190.      553,520.      MT  (+/- 180 meters Scaled)
 FD0615
 FD0615                          SUPERSEDED SURVEY CONTROL
 FD0615
 FD0615  NGVD 29 (??/??/92)  204.009  (m)          669.32   (f) ADJ UNCH    2 0
 FD0615
 FD0615.Superseded values are not recommended for survey control.
 FD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0615.See file dsdata.txt to determine how the superseded data were derived.
 FD0615
 FD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE437752(NAD 83)
 FD0615_MARKER: DR = REFERENCE MARK DISK
 FD0615_SETTING: 66 = SET IN ROCK OUTCROP
 FD0615_SP_SET: ROCK OUTCROP
 FD0615_STAMPING: BAKER NO 1 1960
 FD0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0615+STABILITY: POSITION/ELEVATION WELL
 FD0615
 FD0615  HISTORY     - Date     Condition        Report By
 FD0615  HISTORY     - 1960     MONUMENTED       CGS
 FD0615
 FD0615                          STATION DESCRIPTION
 FD0615
 FD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0615'13.4 MI NW FROM MURFREESBORO.
 FD0615'THIS MARK IS LOCATED AT THE BAKER 1960 STATION SITE, 77 FT.
 FD0615'SOUTHEAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0615'HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS 26 INCHES ON
 FD0615'THE NORTH AND WEST SIDES.  IT IS JUST WEST OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0617 ***********************************************************************
 FD0617  DESIGNATION -  BAKER RM 2
 FD0617  PID         -  FD0617
 FD0617  STATE/COUNTY-  TN/RUTHERFORD
 FD0617  USGS QUAD   -  SMYRNA (1998)
 FD0617
 FD0617                         *CURRENT SURVEY CONTROL
 FD0617  ___________________________________________________________________
 FD0617* NAD 83(1986)-  35 55 13.     (N)    086 30 54.     (W)     SCALED    
 FD0617* NAVD 88     -       204.301  (meters)     670.28   (feet)  ADJUSTED  
 FD0617  ___________________________________________________________________
 FD0617  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0617  DYNAMIC HT  -         204.124 (meters)     669.70  (feet)  COMP
 FD0617  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FD0617
 FD0617  VERT ORDER  -  SECOND    CLASS 0
 FD0617
 FD0617.The horizontal coordinates were scaled from a topographic map and have
 FD0617.an estimated accuracy of +/- 6 seconds.
 FD0617
 FD0617.The orthometric height was determined by differential leveling
 FD0617.and adjusted by the National Geodetic Survey in June 1991..
 FD0617
 FD0617.The geoid height was determined by GEOID03.
 FD0617
 FD0617.The dynamic height is computed by dividing the NAVD 88
 FD0617.geopotential number by the normal gravity value computed on the
 FD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0617.degrees latitude (g = 980.6199 gals.).
 FD0617
 FD0617.The modeled gravity was interpolated from observed gravity values.
 FD0617
 FD0617;                    North         East    Units  Estimated Accuracy
 FD0617;SPC TN       -   176,190.      553,520.      MT  (+/- 180 meters Scaled)
 FD0617
 FD0617                          SUPERSEDED SURVEY CONTROL
 FD0617
 FD0617  NGVD 29 (??/??/92)  204.316  (m)          670.33   (f) ADJ UNCH    2 0
 FD0617
 FD0617.Superseded values are not recommended for survey control.
 FD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0617.See file dsdata.txt to determine how the superseded data were derived.
 FD0617
 FD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE437752(NAD 83)
 FD0617_MARKER: DR = REFERENCE MARK DISK
 FD0617_SETTING: 66 = SET IN ROCK OUTCROP
 FD0617_SP_SET: BEDROCK
 FD0617_STAMPING: BAKER NO 2 1960
 FD0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0617+STABILITY: POSITION/ELEVATION WELL
 FD0617
 FD0617  HISTORY     - Date     Condition        Report By
 FD0617  HISTORY     - 1960     MONUMENTED       CGS
 FD0617
 FD0617                          STATION DESCRIPTION
 FD0617
 FD0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0617'13.4 MI NW FROM MURFREESBORO.
 FD0617'THIS MARK IS LOCATED AT THE BAKER 1960 STATION SITE, 48.4 FT.
 FD0617'NORTHEAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0617'HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS 24 INCHES ON
 FD0617'THE WEST SIDE AND IS 1 FT. SOUTH OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2459 ***********************************************************************
 GB2459  DESIGNATION -  BAKERTOWN
 GB2459  PID         -  GB2459
 GB2459  STATE/COUNTY-  TN/CLAY
 GB2459  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2459
 GB2459                         *CURRENT SURVEY CONTROL
 GB2459  ___________________________________________________________________
 GB2459* NAD 83(1995)-  36 30 44.67176(N)    085 48 17.13452(W)     ADJUSTED  
 GB2459* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2459  ___________________________________________________________________
 GB2459  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GB2459  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB2459
 GB2459  HORZ ORDER  -  SECOND
 GB2459
 GB2459.The horizontal coordinates were established by classical geodetic methods
 GB2459.and adjusted by the National Geodetic Survey in April 1999..
 GB2459
 GB2459.The orthometric height was scaled from a topographic map.
 GB2459
 GB2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2459
 GB2459.The geoid height was determined by GEOID03.
 GB2459
 GB2459;                    North         East     Units Scale Factor Converg.
 GB2459;SPC TN       -   241,790.493   617,489.322   MT  1.00001838   +0 06 51.5
 GB2459;SPC TN       -   793,274.31  2,025,879.55   sFT  1.00001838   +0 06 51.5
 GB2459;UTM  16      - 4,041,448.782   607,025.276   MT  0.99974112   +0 42 40.4
 GB2459
 GB2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2459!SPC TN       -   0.99995546  x   1.00001838  =   0.99997384
 GB2459!UTM  16      -   0.99995546  x   0.99974112  =   0.99969659
 GB2459
 GB2459:                Primary Azimuth Mark                     Grid Az
 GB2459:SPC TN       -  BAKERTOWN AZ MK                          036 58 22.8
 GB2459:UTM  16      -  BAKERTOWN AZ MK                          036 22 33.9
 GB2459
 GB2459|---------------------------------------------------------------------|
 GB2459| PID    Reference Object                     Distance      Geod. Az  |
 GB2459|                                                           dddmmss.s |
 GB2459| CG5514 BAKERTOWN AZ MK                                    0370514.3 |
 GB2459| CG5515 BAKERTOWN RM 1                       24.762 METERS 26515     |
 GB2459| GB2463 TT 16 T                              26.482 METERS 35654     |
 GB2459|---------------------------------------------------------------------|
 GB2459
 GB2459                          SUPERSEDED SURVEY CONTROL
 GB2459
 GB2459  NAD 83(1995)-  36 30 44.67265(N)    085 48 17.13519(W) AD(       ) 2
 GB2459  NAD 83(1995)-  36 30 44.68030(N)    085 48 17.13928(W) AD(       ) 2
 GB2459  NAD 83(1986)-  36 30 44.68210(N)    085 48 17.13825(W) AD(       ) 2
 GB2459  NAD 27      -  36 30 44.47000(N)    085 48 17.21500(W) AD(       ) 2
 GB2459
 GB2459.Superseded values are not recommended for survey control.
 GB2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2459.See file dsdata.txt to determine how the superseded data were derived.
 GB2459
 GB2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0702541449(NAD 83)
 GB2459_MARKER: DS = TRIANGULATION STATION DISK
 GB2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2459
 GB2459  HISTORY     - Date     Condition        Report By
 GB2459  HISTORY     - 1950     MONUMENTED       CGS
 GB2459
 GB2459                          STATION DESCRIPTION
 GB2459
 GB2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2459'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF TOMPKINSVILLE, 13
 GB2459'MILES EAST OF LAFAYETTE AND 3 MILES EAST OF RED BOILING SPRINGS.  IT
 GB2459'IS 32 FEET SOUTH OF CENTER OF A PAVED ROAD AND 8 FEET SOUTH OF A
 GB2459'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GB2459'DISK IS STAMPED BAKERTOWN 1950.
 GB2459'
 GB2459'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GB2459'A BARN AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE
 GB2459'GROUND AND THE DISK IS STAMPED BAKERTOWN NO 1 1950.
 GB2459'
 GB2459'TT 16 T (USGS) BM IS 58 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 GB2459'FRAME HOUSE, 30 FEET NORTH OF CENTER OF A PAVED ROAD AND 2 FEET WEST
 GB2459'OF A FENCE LINE.  THE MARK IS A 6 X 6 INCHES CONCRETE POST WHICH
 GB2459'PROJECTS ABOUT 2 INCHES AND THE DISK IS A STANDARD USGS BM DISK
 GB2459'STAMPED TT STA NO 16 T 1927.
 GB2459'
 GB2459'AZIMUTH MARK IS 17 FEET WEST OF CENTER OF A DIRT ROAD AND 4 FEET
 GB2459'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 GB2459'THE DISK IS STAMPED BAKERTOWN 1950.
 GB2459'
 GB2459'TO REACH STATION FROM THE MAIN CROSS STREET IN RED BOILING SPRINGS,
 GB2459'GO EAST AND SOUTH ON A PAVED ROAD FOR 3.05 MILES TO THE STATION ON
 GB2459'RIGHT AS DESCRIBED.
 GB2459'
 GB2459'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST ON PAVED ROAD FOR
 GB2459'0.05 MILE TO A GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHEAST FOR
 GB2459'0.1 MILE TO WHERE GRAVEL ROAD TURNS RIGHT AND A DIRT ROAD KEEPS
 GB2459'STRAIGHT AHEAD, CONTINUE AHEAD ON DIRT ROAD FOR 0.1 MILE TO THE
 GB2459'AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB2459'
 GB2459'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1838 ***********************************************************************
 FC1838  DESIGNATION -  BAKEWELL
 FC1838  PID         -  FC1838
 FC1838  STATE/COUNTY-  TN/HAMILTON
 FC1838  USGS QUAD   -  SODDY (1972)
 FC1838
 FC1838                         *CURRENT SURVEY CONTROL
 FC1838  ___________________________________________________________________
 FC1838* NAD 83(1995)-  35 22 12.18852(N)    085 08 01.71592(W)     ADJUSTED  
 FC1838* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 FC1838  ___________________________________________________________________
 FC1838  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 FC1838  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1838
 FC1838  HORZ ORDER  -  SECOND
 FC1838
 FC1838.The horizontal coordinates were established by classical geodetic methods
 FC1838.and adjusted by the National Geodetic Survey in April 1999..
 FC1838
 FC1838.The orthometric height was scaled from a topographic map.
 FC1838
 FC1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1838
 FC1838.The geoid height was determined by GEOID03.
 FC1838
 FC1838;                    North         East     Units Scale Factor Converg.
 FC1838;SPC TN       -   115,372.104   678,712.739   MT  0.99998098   +0 30 25.6
 FC1838;SPC TN       -   378,516.64  2,226,743.38   sFT  0.99998098   +0 30 25.6
 FC1838;UTM  16      - 3,915,680.235   669,532.684   MT  0.99995420   +1 04 49.8
 FC1838
 FC1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1838!SPC TN       -   0.99994377  x   0.99998098  =   0.99992475
 FC1838!UTM  16      -   0.99994377  x   0.99995420  =   0.99989797
 FC1838
 FC1838:                Primary Azimuth Mark                     Grid Az
 FC1838:SPC TN       -  DAYTON                                   028 56 04.9
 FC1838:UTM  16      -  DAYTON                                   028 21 40.7
 FC1838
 FC1838|---------------------------------------------------------------------|
 FC1838| PID    Reference Object                     Distance      Geod. Az  |
 FC1838|                                                           dddmmss.s |
 FC1838| FC1837 DAYTON                              APPROX.15.5 KM 0292630.5 |
 FC1838| CG5517 BAKEWELL RM 2                        72.503 METERS 22543     |
 FC1838|---------------------------------------------------------------------|
 FC1838
 FC1838                          SUPERSEDED SURVEY CONTROL
 FC1838
 FC1838  NAD 83(1995)-  35 22 12.19006(N)    085 08 01.71809(W) AD(       ) 2
 FC1838  NAD 83(1995)-  35 22 12.19018(N)    085 08 01.71907(W) AD(       ) 2
 FC1838  NAD 83(1995)-  35 22 12.19051(N)    085 08 01.71815(W) AD(       ) 2
 FC1838  NAD 83(1986)-  35 22 12.19265(N)    085 08 01.71741(W) AD(       ) 2
 FC1838  NAD 27      -  35 22 11.94300(N)    085 08 01.87100(W) AD(       ) 2
 FC1838
 FC1838.Superseded values are not recommended for survey control.
 FC1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1838.See file dsdata.txt to determine how the superseded data were derived.
 FC1838
 FC1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE6953315680(NAD 83)
 FC1838_MARKER: DD = SURVEY DISK
 FC1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1838
 FC1838  HISTORY     - Date     Condition        Report By
 FC1838  HISTORY     - 1934     MONUMENTED       CGS
 FC1838  HISTORY     - 1949     GOOD             TVA
 FC1838  HISTORY     - 1972     GOOD             NGS
 FC1838
 FC1838                          STATION DESCRIPTION
 FC1838
 FC1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1838'ABOUT 11 MILES SOUTH-SOUTHWEST OF DAYTON, 1-1/2 MILES NORTH OF
 FC1838'BAKEWELL, ON HIGHEST POINT OF RIDGE JUST WEST OF SOUTHERN RAILWAY AND
 FC1838'EAST OF WALDEN RIDGE, ON SHARP POINTED KNOB, AND ON PROPERTY OF THE
 FC1838'DURHAM LAND CO. TO REACH FROM RAILWAY STATION IN BAKEWELL, GO WEST
 FC1838'0.3 MILE ON GRAVEL ROAD, TURN RIGHT ONTO DIRT ROAD, GO 1.45 MILES,
 FC1838'FOLLOW ROUGH FARM ROAD LEADING UP RIDGE (SMALL CABIN ON LEFT)
 FC1838'FOLLOW ROAD ALONG RIDGE 1.0 MILE, AND FOLLOW DIM ROAD TO RIGHT AT
 FC1838'TRIANGLE-BLAZED PINE 1/4 MILE TO TOP OF PEAK AND STATION. STATION IS
 FC1838'NEAR NORTHERN END OF RIDGE, 15 FEET SOUTHEAST OF TRIANGLE-BLAZED
 FC1838'BLACK-OAK TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FC1838'DISKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS
 FC1838'ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS AT
 FC1838'NORTHERN END OF RIDGE AND ABOUT 10 FEET LOWER THAN AND 136.00 FEET
 FC1838'FROM STATION. NO 2 IS ON EASTERN SLOPE OF
 FC1838'RIDGE AND ABOUT 25 FEET LOWER THAN AND 237.87 FEET FROM STATION
 FC1838'S 45 DEG 43 MIN W. AZIMUTH MARK IS 300 FEET NORTH OF ROAD LEADING
 FC1838'UP RIDGE, 110 FEET SOUTHWEST OF NEW LOG CABIN, 20 FEET SOUTHEAST
 FC1838'OF ROAD ON SLOPE OF RIDGE, AND 0.75 MILE FROM STATION.
 FC1838'S 38 DEG 59 MIN E.
 FC1838
 FC1838                          STATION RECOVERY (1949)
 FC1838
 FC1838'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1838'STATION WAS RECOVERED IN GOOD CONDITION. THE DISK IS STAMPED 1934
 FC1838'BAKEWELL.
 FC1838'
 FC1838'A POST IS PLACED 3.0 FEET DUE N OF THE MONUMENT.
 FC1838
 FC1838                          STATION RECOVERY (1972)
 FC1838
 FC1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1838'GOOD - POST AND SIGN 3 FT N. OF STA.
 FC1838'
 FC1838'BAKEWELL 1934
 FC1838'
 FC1838'TO REACH POINT FROM BAKEWELL POST OFFICE, GO WEST 0.3 MILE THEN
 FC1838'RIGHT ON BLACKTOP ROAD 1.3 MILES TO DIRT ROAD UP RIDGE FOLLOW
 FC1838'ROAD 1.0 MILE TO CROSS ROAD TURN RIGHT GO 0.3 MILES, STATION IS ON
 FC1838'HIGHEST POINT TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2157 ***********************************************************************
 FZ2157  DESIGNATION -  BALD KNOB
 FZ2157  PID         -  FZ2157
 FZ2157  STATE/COUNTY-  TN/JOHNSON
 FZ2157  USGS QUAD   -  GRAYSON (1976)
 FZ2157
 FZ2157                         *CURRENT SURVEY CONTROL
 FZ2157  ___________________________________________________________________
 FZ2157* NAD 83(1995)-  36 30 46.95392(N)    081 43 19.77330(W)     ADJUSTED  
 FZ2157* NAVD 88     -      1319.     (meters)    4327.     (feet)  SCALED    
 FZ2157  ___________________________________________________________________
 FZ2157  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FZ2157  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ2157
 FZ2157  HORZ ORDER  -  SECOND
 FZ2157
 FZ2157.The horizontal coordinates were established by classical geodetic methods
 FZ2157.and adjusted by the National Geodetic Survey in April 1999..
 FZ2157
 FZ2157.The orthometric height was scaled from a topographic map.
 FZ2157
 FZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2157
 FZ2157.The geoid height was determined by GEOID03.
 FZ2157
 FZ2157;                    North         East     Units Scale Factor Converg.
 FZ2157;SPC TN       -   250,216.947   983,077.256   MT  1.00001851   +2 30 15.9
 FZ2157;SPC TN       -   820,920.10  3,225,312.63   sFT  1.00001851   +2 30 15.9
 FZ2157;SPC NC       -   309,874.997   365,763.378   MT  1.00011511   -1 34 16.1
 FZ2157;SPC NC       - 1,016,648.22  1,200,008.68   sFT  1.00011511   -1 34 16.1
 FZ2157;UTM  17      - 4,041,097.314   435,337.181   MT  0.99965151   -0 25 46.9
 FZ2157
 FZ2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2157!SPC TN       -   0.99979789  x   1.00001851  =   0.99981640
 FZ2157!SPC NC       -   0.99979789  x   1.00011511  =   0.99991298
 FZ2157!UTM  17      -   0.99979789  x   0.99965151  =   0.99944947
 FZ2157
 FZ2157:                Primary Azimuth Mark                     Grid Az
 FZ2157:SPC TN       -  BALD KNOB AZ MK                          046 57 49.8
 FZ2157:SPC NC       -  BALD KNOB AZ MK                          051 02 21.8
 FZ2157:UTM  17      -  BALD KNOB AZ MK                          049 53 52.6
 FZ2157
 FZ2157|---------------------------------------------------------------------|
 FZ2157| PID    Reference Object                     Distance      Geod. Az  |
 FZ2157|                                                           dddmmss.s |
 FZ2157| DC3739 BALD KNOB AZ MK                                    0492805.7 |
 FZ2157| DC3740 BALD KNOB RM 1                       17.490 METERS 18333     |
 FZ2157| DC3741 BALD KNOB RM 2                       18.150 METERS 26439     |
 FZ2157|---------------------------------------------------------------------|
 FZ2157
 FZ2157                          SUPERSEDED SURVEY CONTROL
 FZ2157
 FZ2157  NAD 83(1995)-  36 30 46.95773(N)    081 43 19.77854(W) AD(       ) 2
 FZ2157  NAD 83(1995)-  36 30 46.96260(N)    081 43 19.77795(W) AD(       ) 2
 FZ2157  NAD 83(1986)-  36 30 46.96268(N)    081 43 19.77795(W) AD(       ) 2
 FZ2157  NAD 27      -  36 30 46.53304(N)    081 43 20.36867(W) AD(       ) 2
 FZ2157
 FZ2157.Superseded values are not recommended for survey control.
 FZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2157.See file dsdata.txt to determine how the superseded data were derived.
 FZ2157
 FZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3533741097(NAD 83)
 FZ2157_MARKER: DD = SURVEY DISK
 FZ2157_SETTING: 0 = UNSPECIFIED SETTING
 FZ2157
 FZ2157  HISTORY     - Date     Condition        Report By
 FZ2157  HISTORY     - 1934     MONUMENTED       USGS
 FZ2157  HISTORY     - 1938     SEE DESCRIPTION  CGS
 FZ2157  HISTORY     - 20050509 MARK NOT FOUND   GEOCAC
 FZ2157
 FZ2157                          STATION DESCRIPTION
 FZ2157
 FZ2157'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FZ2157'ABOUT 5-1/2 MILES EAST OF COLD SPRINGS, 5-1/4 MILES NORTHEAST OF
 FZ2157'MOUNTAIN CITY, 4
 FZ2157'1/2 MILES SOUTHEAST OF LAUREL BLOOMERY, IN CENTER OF
 FZ2157'BALD KNOB ON HIGHEST POINT OF BALD
 FZ2157'KNOB WHICH IS HIGH CLEARED PEAK OF
 FZ2157'BLUE RIDGE MOUNTAINS, AND 55 FEET NORTH-NORTHEAST OF
 FZ2157'20-INCH DEAD
 FZ2157'CHESTNUT TREE.  TO REACH FROM POST OFFICE AT MOUNTAIN CITY, GO
 FZ2157'SOUTHEAST ABOUT 2
 FZ2157'MILES ON U.  S.  ROUTE 421 TO POST OFFICE AT
 FZ2157'SHOUNS, TURN LEFT ONTO GRAVEL
 FZ2157'CROSSROAD AND GO 2.0 MILES, KEEP ON
 FZ2157'LEFT FORK JUST AFTER CROSSING SMALL WOODEN
 FZ2157'BRIDGE AND GO 6.6 MILES
 FZ2157'(OR 0.5 MILE PAST CROSS ROADS AT TOP OF GRADE), KEEP TO LEFT
 FZ2157'AROUND SIDE OF
 FZ2157'HILL AND GO 0.45 MILE, TURN LEFT UP CREEK, FOLLOW MAIN ROAD
 FZ2157'2.2 MILES (OR 1.35 MILES
 FZ2157'BEYOND HEMLOCK, N.  C., POST OFFICE), TURN
 FZ2157'LEFT AROUND SIDE OF HILL AND FOLLOW NARROW
 FZ2157'ROAD 2.35 MILES TO OLD
 FZ2157'FRAME HOUSE WITH FOUR GABLES IN CUT LAUREL GAP AND END OF
 FZ2157'TRUCK
 FZ2157'TRAVEL, GO LEFT (WEST) ABOUT 1/4 MILE UP DIM TRAIL TO TOP OF RIDGE,
 FZ2157'TURN LEFT AND GO
 FZ2157'ABOUT 2-1/2 MILES ALONG TOP OF RIDGE TO HIGHEST KNOB
 FZ2157'AND STATION SITE.  MARKED BY U.S.
 FZ2157'GEOLOGICAL SURVEY DISK, STAMPED
 FZ2157'1934, IN IRREGULAR-SHAPED BURIED STONE.  REFERENCE
 FZ2157'AND AZIMUTH MARKS
 FZ2157'ARE STANDARD REFERENCE DISKS IN BOULDERS.  NO. 1 IS IN
 FZ2157'SQUARE BURIED
 FZ2157'STONE ON EASTERN SLOPE OF RIDGE AND 17.490 METERS
 FZ2157'(57.38 FEET) FROM STATION S 3 DEG 33 MIN W.  NO. 2 IS IN
 FZ2157'BURIED STONE ON WESTERN SLOPE OF RIDGE, 8 FEET
 FZ2157'WEST OF 20-INCH DEAD
 FZ2157'CHESTNUT TREE, AND 18.150 METERS (59.55 FEET) FROM STATION
 FZ2157'S 84 DEG 39 MIN W.
 FZ2157'AZIMUTH MARK IS IN SMALL BURIED STONE FLUSH WITH
 FZ2157'GROUND, NEAR MIDDLE AND
 FZ2157'EASTERN EDGE OF SLOPING RIDGE, AND 500 YARDS
 FZ2157'FROM STATION N 49 DEG 28 MIN E.
 FZ2157
 FZ2157                          STATION RECOVERY (1938)
 FZ2157
 FZ2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TVA)
 FZ2157'FOUND OLD TRIPOD AND HOLE.  GROUND FROZEN AND DID NOT LOCATE STATION.
 FZ2157'
 FZ2157'DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS-
 FZ2157'
 FZ2157'TO REACH FROM MOUNTAIN CITY, GO SE ON HIGHWAY 421 ABOUT 2 MILES TO
 FZ2157'POST OFFICE AT
 FZ2157'SHOUNS.  AT 2.0 MILES KEEP LEFT, AT 5.7 MILES KEEP
 FZ2157'LEFT, AT 8.5 MILES (PAYNES GAP)
 FZ2157'TAKE NARROW RIDGE ROAD TO LEFT AT
 FZ2157'PAYNES GAP AND FOLLOW ROAD ABOUT 4 MILES TO GAP.
 FZ2157'SIGNAL IS ON HIGH
 FZ2157'BALD KNOB ABOUT 1000 FEET N.
 FZ2157
 FZ2157                          STATION RECOVERY (2005)
 FZ2157
 FZ2157'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 FZ2157'STATION AND AZ MK WERE NOT LOCATED. RM'S 1 AND 2 WERE RECOVERED IN
 FZ2157'GOOD CONDITION. HH COORDS. (NAD 83)
 FZ2157' 
 FZ2157'RM1-- 36 30 46.4 (N) -- 081 43 19.8 (W), ERROR (+/-) 6.7 FEET, 11 SAT
 FZ2157'RECEPTION.
 FZ2157'RM2-- 36 30 46.9 (N) -- 081 43 20.5 (W), ERROR (+/-) 6.8 FEET, 10 SAT
 FZ2157'RECEPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0318 ***********************************************************************
 GC0318  DESIGNATION -  BALLOU
 GC0318  PID         -  GC0318
 GC0318  STATE/COUNTY-  TN/SUMNER
 GC0318  USGS QUAD   -  BETHPAGE (1994)
 GC0318
 GC0318                         *CURRENT SURVEY CONTROL
 GC0318  ___________________________________________________________________
 GC0318* NAD 83(1986)-  36 29 36.     (N)    086 18 02.     (W)     SCALED    
 GC0318* NAVD 88     -       181.234  (meters)     594.60   (feet)  ADJUSTED  
 GC0318  ___________________________________________________________________
 GC0318  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0318  DYNAMIC HT  -         181.088 (meters)     594.12  (feet)  COMP
 GC0318  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0318
 GC0318  VERT ORDER  -  SECOND    CLASS 0
 GC0318
 GC0318.The horizontal coordinates were scaled from a topographic map and have
 GC0318.an estimated accuracy of +/- 6 seconds.
 GC0318
 GC0318.The orthometric height was determined by differential leveling
 GC0318.and adjusted by the National Geodetic Survey in June 1991..
 GC0318
 GC0318.The geoid height was determined by GEOID03.
 GC0318
 GC0318.The dynamic height is computed by dividing the NAVD 88
 GC0318.geopotential number by the normal gravity value computed on the
 GC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0318.degrees latitude (g = 980.6199 gals.).
 GC0318
 GC0318.The modeled gravity was interpolated from observed gravity values.
 GC0318
 GC0318;                    North         East    Units  Estimated Accuracy
 GC0318;SPC TN       -   239,700.      573,070.      MT  (+/- 180 meters Scaled)
 GC0318
 GC0318                          SUPERSEDED SURVEY CONTROL
 GC0318
 GC0318  NGVD 29 (??/??/??)  181.34   (m)          594.9    (f) RESET       3  
 GC0318
 GC0318.Superseded values are not recommended for survey control.
 GC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0318.See file dsdata.txt to determine how the superseded data were derived.
 GC0318
 GC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626388(NAD 83)
 GC0318_MARKER: DD = SURVEY DISK
 GC0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0318_STAMPING: BALLOU 1961
 GC0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0318+STABILITY: SURFACE MOTION
 GC0318
 GC0318  HISTORY     - Date     Condition        Report By
 GC0318  HISTORY     - 1961     MONUMENTED       TNHD
 GC0318
 GC0318                          STATION DESCRIPTION
 GC0318
 GC0318'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0318'1 MI NE FROM BETHPAGE.
 GC0318'FROM THE POST OFFICE IN BETHPAGE, GO NORTHEAST ON STATE ROUTE
 GC0318'6 FOR 0.95 MILE TO A CEMETERY ON THE LEFT, TURN LEFT THROUGH
 GC0318'THE CEMETERY GATE AND GO NORTHWEST FOR 0.05 MILE TO THE STATION.
 GC0318'THE STATION IS 1 FOOT EAST OF A FENCE CORNER POST AND 1.2 FEET
 GC0318'WEST OF A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0318'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2165 ***********************************************************************
 GC2165  DESIGNATION -  BALLOU
 GC2165  PID         -  GC2165
 GC2165  STATE/COUNTY-  TN/SUMNER
 GC2165  USGS QUAD   -  BETHPAGE (1994)
 GC2165
 GC2165                         *CURRENT SURVEY CONTROL
 GC2165  ___________________________________________________________________
 GC2165* NAD 83(1995)-  36 29 36.07110(N)    086 18 01.96794(W)     ADJUSTED  
 GC2165* NAVD 88     -       181.22   (+/-2cm)     594.6    (feet)  VERTCON   
 GC2165  ___________________________________________________________________
 GC2165  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GC2165  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2165
 GC2165  HORZ ORDER  -  SECOND
 GC2165  VERT ORDER  -  THIRD ? (See Below)
 GC2165
 GC2165.The horizontal coordinates were established by classical geodetic methods
 GC2165.and adjusted by the National Geodetic Survey in April 1999..
 GC2165
 GC2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2165.The vertical order pertains to the NGVD 29 superseded value.
 GC2165
 GC2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2165
 GC2165.The geoid height was determined by GEOID03.
 GC2165
 GC2165;                    North         East     Units Scale Factor Converg.
 GC2165;SPC TN       -   239,699.778   573,071.045   MT  1.00001450   -0 10 33.4
 GC2165;SPC TN       -   786,415.02  1,880,150.59   sFT  1.00001450   -0 10 33.4
 GC2165;UTM  16      - 4,038,898.201   562,645.543   MT  0.99964835   +0 24 57.6
 GC2165
 GC2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2165!SPC TN       -   0.99997618  x   1.00001450  =   0.99999068
 GC2165!UTM  16      -   0.99997618  x   0.99964835  =   0.99962453
 GC2165
 GC2165|---------------------------------------------------------------------|
 GC2165| PID    Reference Object                     Distance      Geod. Az  |
 GC2165|                                                           dddmmss.s |
 GC2165| GC0319 BALLOU RM 1                          10.186 METERS 04604     |
 GC2165| GC2168 BRANSFORD                           APPROX. 2.2 KM 0723658.1 |
 GC2165| GC0317 BALLOU RM 2                           9.457 METERS 14007     |
 GC2165| GC0320 BALLOU AZ MK                                       1835249.4 |
 GC2165|---------------------------------------------------------------------|
 GC2165
 GC2165                          SUPERSEDED SURVEY CONTROL
 GC2165
 GC2165  NAD 83(1995)-  36 29 36.07188(N)    086 18 01.96881(W) AD(       ) 2
 GC2165  NAD 83(1995)-  36 29 36.07926(N)    086 18 01.97162(W) AD(       ) 2
 GC2165  NAD 83(1986)-  36 29 36.08104(N)    086 18 01.97152(W) AD(       ) 2
 GC2165  NAD 27      -  36 29 35.92510(N)    086 18 02.00770(W) AD(       ) 2
 GC2165  NGVD 29 (07/19/86)  181.32   (m)          594.9    (f) LEVELING    3  
 GC2165
 GC2165.Superseded values are not recommended for survey control.
 GC2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2165.See file dsdata.txt to determine how the superseded data were derived.
 GC2165
 GC2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6264638898(NAD 83)
 GC2165_MARKER: DD = SURVEY DISK
 GC2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2165
 GC2165  HISTORY     - Date     Condition        Report By
 GC2165  HISTORY     - 1961     MONUMENTED       TNHD
 GC2165
 GC2165                          STATION DESCRIPTION
 GC2165
 GC2165'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2165'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BETHPAGE.
 GC2165'
 GC2165'TO REACH THE STATION FROM THE POST OFFICE IN BETHPAGE, GO NORTHEAST
 GC2165'ON STATE ROUTE 6 FOR 0.95 MILE TO A CEMETERY ON THE LEFT, TURN LEFT
 GC2165'THROUGH THE CEMETERY GATE AND GO NORTHWEST FOR 0.05 MILE TO THE
 GC2165'STATION ON THE LEFT AS DESCRIBED.
 GC2165'
 GC2165'THE STATION IS 1.2 FEET WEST OF A WITNESS POST AND 1 FOOT EAST OF A
 GC2165'FENCE CORNER POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GC2165'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED BALLOU 1961.  THE
 GC2165'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC2165'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2165'MONUMENT.
 GC2165'
 GC2165'REFERENCE MARK NO. 1 IS 33 FEET NORTHEAST OF A FENCE CORNER POST AND
 GC2165'6 INCHES NORTHWEST OF A FENCE.  THE MARK IS A STANDARD
 GC2165'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2165'CONCRETE MONUMENT, AND THE DISK IS STAMPED BALLOU RM-1 1961.
 GC2165'
 GC2165'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF A FENCE CORNER POST AND
 GC2165'6 INCHES SOUTHWEST OF A FENCE.  THE MARK IS A STANDARD
 GC2165'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2165'CONCRETE MONUMENT, AND THE DISK IS STAMPED BALLOU RM-2 1961.
 GC2165'
 GC2165'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2165'STATE ROUTE 6, 3 FEET NORTHEAST OF A CORNER POST AT THE SOUTHWEST
 GC2165'CORNER OF A CEMETERY, 1.4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT
 GC2165'NORTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2165'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2165'AND THE DISK IS STAMPED BALLOU AZI 1961.
 GC2165'
 GC2165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 GC2165'ROUTE 6 FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2165'
 GC2165'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0320 ***********************************************************************
 GC0320  DESIGNATION -  BALLOU AZ MK
 GC0320  PID         -  GC0320
 GC0320  STATE/COUNTY-  TN/SUMNER
 GC0320  USGS QUAD   -  BETHPAGE (1994)
 GC0320
 GC0320                         *CURRENT SURVEY CONTROL
 GC0320  ___________________________________________________________________
 GC0320* NAD 83(1986)-  36 29 31.     (N)    086 18 03.     (W)     SCALED    
 GC0320* NAVD 88     -       171.722  (meters)     563.39   (feet)  ADJUSTED  
 GC0320  ___________________________________________________________________
 GC0320  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0320  DYNAMIC HT  -         171.584 (meters)     562.94  (feet)  COMP
 GC0320  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0320
 GC0320  VERT ORDER  -  SECOND    CLASS 0
 GC0320
 GC0320.The horizontal coordinates were scaled from a topographic map and have
 GC0320.an estimated accuracy of +/- 6 seconds.
 GC0320
 GC0320.The orthometric height was determined by differential leveling
 GC0320.and adjusted by the National Geodetic Survey in June 1991..
 GC0320
 GC0320.The geoid height was determined by GEOID03.
 GC0320
 GC0320.The dynamic height is computed by dividing the NAVD 88
 GC0320.geopotential number by the normal gravity value computed on the
 GC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0320.degrees latitude (g = 980.6199 gals.).
 GC0320
 GC0320.The modeled gravity was interpolated from observed gravity values.
 GC0320
 GC0320;                    North         East    Units  Estimated Accuracy
 GC0320;SPC TN       -   239,540.      573,050.      MT  (+/- 180 meters Scaled)
 GC0320
 GC0320                          SUPERSEDED SURVEY CONTROL
 GC0320
 GC0320  NGVD 29 (??/??/??)  171.83   (m)          563.7    (f) RESET       3  
 GC0320
 GC0320.Superseded values are not recommended for survey control.
 GC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0320.See file dsdata.txt to determine how the superseded data were derived.
 GC0320
 GC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626387(NAD 83)
 GC0320_MARKER: DD = SURVEY DISK
 GC0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0320_STAMPING: BALLOU AZI 1961
 GC0320_MARK LOGO: TNHD  
 GC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0320+STABILITY: SURFACE MOTION
 GC0320
 GC0320  HISTORY     - Date     Condition        Report By
 GC0320  HISTORY     - 1961     MONUMENTED       TNHD
 GC0320
 GC0320                          STATION DESCRIPTION
 GC0320
 GC0320'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0320'1 MI NE FROM BETHPAGE.
 GC0320'FROM THE POST OFFICE IN BETHPAGE, GO NORTHEAST ON STATE ROUTE 6
 GC0320'FOR 0.9 MILE TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK IS 21
 GC0320'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 6, 3 FEET
 GC0320'NORTHEAST OF A CORNER POST AT THE SOUTHWEST CORNER OF A CEMETERY,
 GC0320'1.4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT NORTHWEST OF A FENCE.
 GC0320'THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0320'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0319 ***********************************************************************
 GC0319  DESIGNATION -  BALLOU RM 1
 GC0319  PID         -  GC0319
 GC0319  STATE/COUNTY-  TN/SUMNER
 GC0319  USGS QUAD   -  BETHPAGE (1994)
 GC0319
 GC0319                         *CURRENT SURVEY CONTROL
 GC0319  ___________________________________________________________________
 GC0319* NAD 83(1986)-  36 29 36.     (N)    086 18 02.     (W)     SCALED    
 GC0319* NAVD 88     -       181.923  (meters)     596.86   (feet)  ADJUSTED  
 GC0319  ___________________________________________________________________
 GC0319  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0319  DYNAMIC HT  -         181.777 (meters)     596.38  (feet)  COMP
 GC0319  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0319
 GC0319  VERT ORDER  -  SECOND    CLASS 0
 GC0319
 GC0319.The horizontal coordinates were scaled from a topographic map and have
 GC0319.an estimated accuracy of +/- 6 seconds.
 GC0319
 GC0319.The orthometric height was determined by differential leveling
 GC0319.and adjusted by the National Geodetic Survey in June 1991..
 GC0319
 GC0319.The geoid height was determined by GEOID03.
 GC0319
 GC0319.The dynamic height is computed by dividing the NAVD 88
 GC0319.geopotential number by the normal gravity value computed on the
 GC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0319.degrees latitude (g = 980.6199 gals.).
 GC0319
 GC0319.The modeled gravity was interpolated from observed gravity values.
 GC0319
 GC0319;                    North         East    Units  Estimated Accuracy
 GC0319;SPC TN       -   239,700.      573,070.      MT  (+/- 180 meters Scaled)
 GC0319
 GC0319                          SUPERSEDED SURVEY CONTROL
 GC0319
 GC0319  NGVD 29 (??/??/92)  182.004  (m)          597.12   (f) ADJ UNCH    2 0
 GC0319
 GC0319.Superseded values are not recommended for survey control.
 GC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0319.See file dsdata.txt to determine how the superseded data were derived.
 GC0319
 GC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626388(NAD 83)
 GC0319_MARKER: DD = SURVEY DISK
 GC0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0319_STAMPING: BALLOU RM-1 1961
 GC0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0319+STABILITY: SURFACE MOTION
 GC0319
 GC0319  HISTORY     - Date     Condition        Report By
 GC0319  HISTORY     - 1961     MONUMENTED       TNHD
 GC0319
 GC0319                          STATION DESCRIPTION
 GC0319
 GC0319'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0319'1 MI NE FROM BETHPAGE.
 GC0319'THIS MARK IS LOCATED AT THE BALLOU 1961 STATION SITE, 33 FEET
 GC0319'NORTHEAST OF A FENCE CORNER POST AND 6 INCHES NORTHWEST OF A
 GC0319'FENCE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0319'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0317 ***********************************************************************
 GC0317  DESIGNATION -  BALLOU RM 2
 GC0317  PID         -  GC0317
 GC0317  STATE/COUNTY-  TN/SUMNER
 GC0317  USGS QUAD   -  BETHPAGE (1994)
 GC0317
 GC0317                         *CURRENT SURVEY CONTROL
 GC0317  ___________________________________________________________________
 GC0317* NAD 83(1986)-  36 29 36.     (N)    086 18 02.     (W)     SCALED    
 GC0317* NAVD 88     -       180.537  (meters)     592.31   (feet)  ADJUSTED  
 GC0317  ___________________________________________________________________
 GC0317  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0317  DYNAMIC HT  -         180.392 (meters)     591.84  (feet)  COMP
 GC0317  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0317
 GC0317  VERT ORDER  -  SECOND    CLASS 0
 GC0317
 GC0317.The horizontal coordinates were scaled from a topographic map and have
 GC0317.an estimated accuracy of +/- 6 seconds.
 GC0317
 GC0317.The orthometric height was determined by differential leveling
 GC0317.and adjusted by the National Geodetic Survey in June 1991..
 GC0317
 GC0317.The geoid height was determined by GEOID03.
 GC0317
 GC0317.The dynamic height is computed by dividing the NAVD 88
 GC0317.geopotential number by the normal gravity value computed on the
 GC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0317.degrees latitude (g = 980.6199 gals.).
 GC0317
 GC0317.The modeled gravity was interpolated from observed gravity values.
 GC0317
 GC0317;                    North         East    Units  Estimated Accuracy
 GC0317;SPC TN       -   239,700.      573,070.      MT  (+/- 180 meters Scaled)
 GC0317
 GC0317                          SUPERSEDED SURVEY CONTROL
 GC0317
 GC0317  NGVD 29 (??/??/92)  180.618  (m)          592.58   (f) ADJ UNCH    2 0
 GC0317
 GC0317.Superseded values are not recommended for survey control.
 GC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0317.See file dsdata.txt to determine how the superseded data were derived.
 GC0317
 GC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626388(NAD 83)
 GC0317_MARKER: DD = SURVEY DISK
 GC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0317_STAMPING: BALLOU RM-2 1961
 GC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0317+STABILITY: SURFACE MOTION
 GC0317
 GC0317  HISTORY     - Date     Condition        Report By
 GC0317  HISTORY     - 1961     MONUMENTED       TNHD
 GC0317
 GC0317                          STATION DESCRIPTION
 GC0317
 GC0317'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0317'1 MI NE FROM BETHPAGE.
 GC0317'THIS MARK IS LOCATED AT THE BALLOU 1961 STATION SITE, 30 FEET
 GC0317'SOUTHEAST OF A FENCE CORNER POST AND 6 INCHES SOUTHWEST OF A
 GC0317'FENCE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0317'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1022 ***********************************************************************
 FD1022  DESIGNATION -  BANNING
 FD1022  PID         -  FD1022
 FD1022  STATE/COUNTY-  TN/LAWRENCE
 FD1022  USGS QUAD   -  OVILLA (1976)
 FD1022
 FD1022                         *CURRENT SURVEY CONTROL
 FD1022  ___________________________________________________________________
 FD1022* NAD 83(1995)-  35 18 28.54564(N)    087 31 11.93799(W)     ADJUSTED  
 FD1022* NAVD 88     -       323.418  (meters)    1061.08   (feet)  ADJUSTED  
 FD1022  ___________________________________________________________________
 FD1022  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FD1022  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1022  DYNAMIC HT  -         323.111 (meters)    1060.07  (feet)  COMP
 FD1022  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FD1022
 FD1022  HORZ ORDER  -  FIRST
 FD1022  VERT ORDER  -  SECOND    CLASS 0
 FD1022
 FD1022.The horizontal coordinates were established by classical geodetic methods
 FD1022.and adjusted by the National Geodetic Survey in April 1999..
 FD1022
 FD1022.The orthometric height was determined by differential leveling
 FD1022.and adjusted by the National Geodetic Survey in June 1991..
 FD1022
 FD1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1022
 FD1022.The geoid height was determined by GEOID03.
 FD1022
 FD1022.The dynamic height is computed by dividing the NAVD 88
 FD1022.geopotential number by the normal gravity value computed on the
 FD1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1022.degrees latitude (g = 980.6199 gals.).
 FD1022
 FD1022.The modeled gravity was interpolated from observed gravity values.
 FD1022
 FD1022;                    North         East     Units Scale Factor Converg.
 FD1022;SPC TN       -   109,204.950   461,772.276   MT  0.99999028   -0 53 23.5
 FD1022;SPC TN       -   358,283.24  1,514,997.88   sFT  0.99999028   -0 53 23.5
 FD1022;UTM  16      - 3,907,316.105   452,728.937   MT  0.99962754   -0 18 01.9
 FD1022
 FD1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1022!SPC TN       -   0.99995360  x   0.99999028  =   0.99994388
 FD1022!UTM  16      -   0.99995360  x   0.99962754  =   0.99958115
 FD1022
 FD1022|---------------------------------------------------------------------|
 FD1022| PID    Reference Object                     Distance      Geod. Az  |
 FD1022|                                                           dddmmss.s |
 FD1022| FD1575 BANNING RM 3                         24.788 METERS 01214     |
 FD1022| CG5524 BANNING RM 2                         24.384 METERS 01343     |
 FD1022| FD1023 BANNING RM 4                          9.785 METERS 22002     |
 FD1022| CG5522 BANNING AZ MK                                      2273208.9 |
 FD1022| CG5523 BANNING RM 1                         24.954 METERS 25411     |
 FD1022| FD1574 BANNING AZ MK RESET                 APPROX. 0.8 KM 3303805.9 |
 FD1022|---------------------------------------------------------------------|
 FD1022
 FD1022                          SUPERSEDED SURVEY CONTROL
 FD1022
 FD1022  NAD 83(1995)-  35 18 28.54977(N)    087 31 11.93971(W) AD(       ) 1
 FD1022  NAD 83(1995)-  35 18 28.54976(N)    087 31 11.93963(W) AD(       ) 1
 FD1022  NAD 83(1995)-  35 18 28.55081(N)    087 31 11.93959(W) AD(       ) 1
 FD1022  NAD 83(1986)-  35 18 28.55636(N)    087 31 11.93823(W) AD(       ) 1
 FD1022  NAD 27      -  35 18 28.27300(N)    087 31 11.87300(W) AD(       ) 1
 FD1022  NGVD 29 (??/??/92)  323.371  (m)         1060.93   (f) ADJ UNCH    2 0
 FD1022
 FD1022.Superseded values are not recommended for survey control.
 FD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1022.See file dsdata.txt to determine how the superseded data were derived.
 FD1022
 FD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5272907316(NAD 83)
 FD1022_MARKER: DD = SURVEY DISK
 FD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1022_STAMPING: BANNING 1934
 FD1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1022+STABILITY: SURFACE MOTION
 FD1022
 FD1022  HISTORY     - Date     Condition        Report By
 FD1022  HISTORY     - 1934     MONUMENTED       CGS
 FD1022  HISTORY     - 1934     GOOD             TNHD
 FD1022  HISTORY     - 1962     GOOD             CGS
 FD1022
 FD1022                          STATION DESCRIPTION
 FD1022
 FD1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1022'ABOUT 14 MILES EAST OF WAYNESBORO, 14 MILES SOUTHWEST OF SUMMERTOWN,
 FD1022'12 MILES WEST OF
 FD1022'LAWRENCEBURG, 10 MILES SOUTHEAST BY SOUTH OF
 FD1022'RIVERSIDE, 0.2 MILE SOUTH OF U S
 FD1022'ROUTE 64, AND ON THE LELAND G
 FD1022'BANNING ESTATE.  TO REACH FROM WAYNESBORO, GO EAST
 FD1022'15.55 MILES ON U S
 FD1022'ROUTE 64 TO SIDE ROAD TO RIGHT, TURN RIGHT AND GO 0.2 MILE TO
 FD1022'STATION.  FROM
 FD1022'LAWRENCEBURG, GO WEST 12.5 MILES ON U S ROUTE 64 TO
 FD1022'SIDE ROAD TO LEFT.  STATION IS 30
 FD1022'FEET SOUTHWEST OF CENTER LINE OF
 FD1022'WOODS TRAIL, 24 FEET NORTH OF 24-INCH TRIANGLE
 FD1022'BLAZED WHITE-OAK TREE,
 FD1022'AND 20 FEET EAST OF CENTER LINE OF ROAD.  SURFACE AND UNDERGROUND
 FD1022'MARKS ARE
 FD1022'STANDARD STATION DISKS IN CONCRETE.
 FD1022'SURFACE MARK PROJECTS 5
 FD1022'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH
 FD1022'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1022'CONCRETE.  REFERENCE
 FD1022'MARKS PROJECT 8 INCHES ABOVE GROUND.  NO 1 IS 40 FEET
 FD1022'SOUTH OF
 FD1022'24-INCH WHITE-OAK TREE, 15 FEET WEST OF CENTER LINE OF ROAD, AND
 FD1022'81.87 FEET FROM
 FD1022'STATION S 74 DEG 11 MIN W. NO 2 IS 18 FEET
 FD1022'WEST OF CENTER LINE OF ROAD,
 FD1022'ACROSS ROAD FROM JUNCTION OF WOODS TRAIL
 FD1022'AND MAIN ROAD, AND 80.00 FEET FROM STATION N 13 DEG 43 MIN E.
 FD1022'AZIMUTH MARK, PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT 200
 FD1022'FEET NORTH OF
 FD1022'NORTH END OF CURVE IN ROAD, 20 FEET WEST OF CENTER LINE OF
 FD1022'ROAD, AND ABOUT 0.2 MILE
 FD1022'FROM STATION S 47 DEG 32 MIN W.
 FD1022
 FD1022                          STATION RECOVERY (1934)
 FD1022
 FD1022'RECOVERY NOTE BY TN HIGHWAY DEPT 1934
 FD1022'12 MI W FROM LAWRENCEBURG.
 FD1022'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1022'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 12.5 MILES TO PINEY
 FD1022'ROAD ON THE LEFT, TURN LEFT, SOUTH, ON PINEY ROAD AND GO 0.2 MILE
 FD1022'TO THE STATION ON THE LEFT.  THE STATION MARK IS 23 FEET SOUTHEAST
 FD1022'OF THE CENTERLINE OF PINEY ROAD, 37 FEET NORTHEAST OF A UTILITY
 FD1022'POLE, 7 FEET WEST OF A WIRE FENCE AND 1.7 FEET SOUTH OF A WITNESS
 FD1022'POST.  IT IS A STANDARD U.S.C. AND G.S. STATION MARK DISK SET
 FD1022'IN TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES ABOVE
 FD1022'THE GROUND.
 FD1022
 FD1022                          STATION RECOVERY (1962)
 FD1022
 FD1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CEG)
 FD1022'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FD1022'MARK NO 1, REFERENCE MARK
 FD1022'NO 2 AND THE AZIMUTH MARK WERE DESTROYED BY ROAD
 FD1022'CONSTRUCTION.  A NEW REFERENCE
 FD1022'MARK NO 3, REFERENCE MARK NO 4 AND AN
 FD1022'AZIMUTH MARK WERE ESTABLISHED AT THE TIME OF THIS
 FD1022'OCCUPATION.
 FD1022'
 FD1022'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1022'
 FD1022'THE STATION IS ABOUT 14 MILES EAST OF WAYNESBORO AND 12 MILES WEST OF
 FD1022'LAWRENCEBURG.
 FD1022'
 FD1022'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE SQUARE IN
 FD1022'WAYNESBORO, GO EAST ON U S
 FD1022'HIGHWAY 64 FOR 16 MILES TO PINEY ROAD ON THE RIGHT,
 FD1022'TURN RIGHT, SOUTH, ON PINEY
 FD1022'ROAD AND GO 0.2 MILE TO THE STATION ON
 FD1022'THE LEFT.
 FD1022'
 FD1022'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD1022'HIGHWAY 64 IN LAWRENCEBURG,
 FD1022'GO WEST ON U S HIGHWAY 64 FOR 12.5 MILES TO PINEY ROAD
 FD1022'ON THE LEFT, TURN LEFT, SOUTH,
 FD1022'ON PINEY ROAD AND GO 0.2 MILE TO THE
 FD1022'STATION ON THE LEFT.
 FD1022'
 FD1022'THE STATION IS 37 FEET NORTHEAST OF A UTILITY POLE, 23 FEET SOUTHEAST
 FD1022'OF THE APPROXIMATE CENTER
 FD1022'OF PINEY ROAD, 7 FEET WEST OF A WIRE FENCE, AND
 FD1022'1.7 FEET SOUTH OF A WITNESS POST
 FD1022'(TVA).  SURFACE AND UNDERGROUND
 FD1022'MARKS ARE STANDARD STATION DISK IN CONCRETE.
 FD1022'
 FD1022'REFERENCE MARK NO 3 IS 51 FEET NORTHWEST OF A WIRE FENCE AND 22 FEET
 FD1022'NORTHWEST OF THE
 FD1022'APPROXIMATE CENTER OF PINEY ROAD.  THE MARK IS A STANDARD
 FD1022'REFERENCE MARK DISK IN A
 FD1022'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FD1022'INCHES AND THE DISK IS STAMPED BANNING NO 3 1934.
 FD1022'
 FD1022'REFERENCE MARK NO 4 IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1022'PINEY ROAD, 23 FEET
 FD1022'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1022'6 FEET EAST OF A UTILITY POLE,
 FD1022'AND 3 FEET NORTHWEST OF A WIRE FENCE.
 FD1022'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FD1022'A SQUARE, CONCRETE
 FD1022'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BANNING NO 4
 FD1022'1934.
 FD1022'
 FD1022'THE AZIMUTH MARK IS 29 FEET SOUTH OF A TRIPLE TRUNKED, 48-INCH OAK
 FD1022'TREE AND 32 FEET NORTH OF
 FD1022'THE APPROXIMATE CENTER OF U S HIGHWAY 64.  THE MARK IS
 FD1022'A STANDARD AZIMUTH MARK DISK SET
 FD1022'IN A SQUARE, FLUSH, CONCRETE
 FD1022'MONUMENT AND THE DISK IS STAMPED BANNING 1934 RESET 1962.
 FD1022'
 FD1022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PINEY ROAD
 FD1022'FOR 0.2 MILE TO U S HIGHWAY
 FD1022'64, TURN LEFT, WEST, ON U S HIGHWAY 64 FOR 0.5 MILE TO
 FD1022'THE MARK ON THE RIGHT.
 FD1022'
 FD1022'A POWER LINE HAS BEEN ERECTED OVER THE STATION AND IT COULD NOT BE
 FD1022'USED.  A SIGNAL WAS
 FD1022'BUILT OVER BANNING NO 3 1934 FOR USE IN THIS SURVEY AND A
 FD1022'TRAVERSE CONNECTION WAS MADE
 FD1022'TO BANNING 1934.  A TRAVERSE TIE WAS
 FD1022'MADE BETWEEN THE STATION AND THE AZIMUTH MARK,
 FD1022'THE DISTANCE BEING
 FD1022'849.706 METERS - 2,787.734 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1020 ***********************************************************************
 FD1020  DESIGNATION -  BANNING AZ MK RESET
 FD1020  PID         -  FD1020
 FD1020  STATE/COUNTY-  TN/LAWRENCE
 FD1020  USGS QUAD   -  OVILLA (1976)
 FD1020
 FD1020                         *CURRENT SURVEY CONTROL
 FD1020  ___________________________________________________________________
 FD1020* NAD 83(1986)-  35 18 52.     (N)    087 31 28.     (W)     SCALED    
 FD1020* NAVD 88     -       318.846  (meters)    1046.08   (feet)  ADJUSTED  
 FD1020  ___________________________________________________________________
 FD1020  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1020  DYNAMIC HT  -         318.544 (meters)    1045.09  (feet)  COMP
 FD1020  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 FD1020
 FD1020  VERT ORDER  -  SECOND    CLASS 0
 FD1020
 FD1020.The horizontal coordinates were scaled from a topographic map and have
 FD1020.an estimated accuracy of +/- 6 seconds.
 FD1020
 FD1020.The orthometric height was determined by differential leveling
 FD1020.and adjusted by the National Geodetic Survey in June 1991..
 FD1020
 FD1020.The geoid height was determined by GEOID03.
 FD1020
 FD1020.The dynamic height is computed by dividing the NAVD 88
 FD1020.geopotential number by the normal gravity value computed on the
 FD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1020.degrees latitude (g = 980.6199 gals.).
 FD1020
 FD1020.The modeled gravity was interpolated from observed gravity values.
 FD1020
 FD1020;                    North         East    Units  Estimated Accuracy
 FD1020;SPC TN       -   109,930.      461,380.      MT  (+/- 180 meters Scaled)
 FD1020
 FD1020                          SUPERSEDED SURVEY CONTROL
 FD1020
 FD1020  NGVD 29 (??/??/92)  318.799  (m)         1045.93   (f) ADJ UNCH    2 0
 FD1020
 FD1020.Superseded values are not recommended for survey control.
 FD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1020.See file dsdata.txt to determine how the superseded data were derived.
 FD1020
 FD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE523080(NAD 83)
 FD1020_MARKER: DD = SURVEY DISK
 FD1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1020_STAMPING: BANNING 1934 RESET 1962
 FD1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1020+STABILITY: SURFACE MOTION
 FD1020
 FD1020  HISTORY     - Date     Condition        Report By
 FD1020  HISTORY     - 1962     MONUMENTED       CGS
 FD1020
 FD1020                          STATION DESCRIPTION
 FD1020
 FD1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD1020'12 MI W FROM LAWRENCEBURG.
 FD1020'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1020'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 13.0 MILES TO THE
 FD1020'MARK ON THE RIGHT.  THE AZIMUTH MARK IS 32 FEET NORTH OF THE
 FD1020'CENTERLINE OF U.S. HIGHWAY 64 AND 29 FEET SOUTH OF A TRIPLE TRUNKED,
 FD1020'48-INCH OAK TREE.  IT IS A STANDARD U.S.C. AND G.S. AZIMUTH
 FD1020'MARK DISK SET IN TOP OF A SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD1020'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1574 ***********************************************************************
 FD1574  DESIGNATION -  BANNING AZ MK RESET
 FD1574  PID         -  FD1574
 FD1574  STATE/COUNTY-  TN/LAWRENCE
 FD1574  USGS QUAD   -  OVILLA (1976)
 FD1574
 FD1574                         *CURRENT SURVEY CONTROL
 FD1574  ___________________________________________________________________
 FD1574* NAD 83(1995)-  35 18 52.57523(N)    087 31 28.43381(W)     ADJUSTED  
 FD1574* NAVD 88     -       319.1    (meters)    1047.     (feet)  VERTCON   
 FD1574  ___________________________________________________________________
 FD1574  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FD1574  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1574
 FD1574  HORZ ORDER  -  SECOND
 FD1574
 FD1574.The horizontal coordinates were established by classical geodetic methods
 FD1574.and adjusted by the National Geodetic Survey in April 1999..
 FD1574
 FD1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1574
 FD1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1574
 FD1574.The geoid height was determined by GEOID03.
 FD1574
 FD1574;                    North         East     Units Scale Factor Converg.
 FD1574;SPC TN       -   109,951.888   461,367.141   MT  0.99998923   -0 53 33.1
 FD1574;SPC TN       -   360,733.82  1,513,668.70   sFT  0.99998923   -0 53 33.1
 FD1574;UTM  16      - 3,908,058.568   452,316.290   MT  0.99962802   -0 18 11.7
 FD1574
 FD1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1574!SPC TN       -   0.99995427  x   0.99998923  =   0.99994350
 FD1574!UTM  16      -   0.99995427  x   0.99962802  =   0.99958231
 FD1574
 FD1574                          SUPERSEDED SURVEY CONTROL
 FD1574
 FD1574  NAD 83(1995)-  35 18 52.57940(N)    087 31 28.43560(W) AD(       ) 2
 FD1574  NAD 83(1995)-  35 18 52.57938(N)    087 31 28.43551(W) AD(       ) 2
 FD1574  NAD 83(1995)-  35 18 52.58046(N)    087 31 28.43546(W) AD(       ) 2
 FD1574  NAD 83(1986)-  35 18 52.58598(N)    087 31 28.43414(W) AD(       ) 2
 FD1574  NAD 27      -  35 18 52.30480(N)    087 31 28.36920(W) AD(       ) 2
 FD1574  NGVD 29 (07/19/86)  319.1    (m)         1047.     (f) VERT ANG       
 FD1574
 FD1574.Superseded values are not recommended for survey control.
 FD1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1574.See file dsdata.txt to determine how the superseded data were derived.
 FD1574
 FD1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5231608059(NAD 83)
 FD1574_MARKER: DZ = AZIMUTH MARK DISK
 FD1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1574
 FD1574  HISTORY     - Date     Condition        Report By
 FD1574  HISTORY     - 1962     MONUMENTED       CGS
 FD1574
 FD1574                          STATION DESCRIPTION
 FD1574
 FD1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD1574'THE AZIMUTH MARK IS 29 FEET SOUTH OF A TRIPLE TRUNKED, 48-INCH OAK
 FD1574'TREE AND 32 FEET NORTH OF
 FD1574'THE APPROXIMATE CENTER OF U S HIGHWAY 64.  THE MARK IS
 FD1574'A STANDARD AZIMUTH MARK DISK SET
 FD1574'IN A SQUARE, FLUSH, CONCRETE
 FD1574'MONUMENT AND THE DISK IS STAMPED BANNING 1934 RESET 1962.
 FD1574'
 FD1574'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PINEY ROAD
 FD1574'FOR 0.2 MILE TO U S HIGHWAY
 FD1574'64, TURN LEFT, WEST, ON U S HIGHWAY 64 FOR 0.5 MILE TO
 FD1574'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1021 ***********************************************************************
 FD1021  DESIGNATION -  BANNING RM 3
 FD1021  PID         -  FD1021
 FD1021  STATE/COUNTY-  TN/LAWRENCE
 FD1021  USGS QUAD   -  OVILLA (1976)
 FD1021
 FD1021                         *CURRENT SURVEY CONTROL
 FD1021  ___________________________________________________________________
 FD1021* NAD 83(1986)-  35 18 28.     (N)    087 31 11.     (W)     SCALED    
 FD1021* NAVD 88     -       322.557  (meters)    1058.26   (feet)  ADJUSTED  
 FD1021  ___________________________________________________________________
 FD1021  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1021  DYNAMIC HT  -         322.251 (meters)    1057.25  (feet)  COMP
 FD1021  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FD1021
 FD1021  VERT ORDER  -  SECOND    CLASS 0
 FD1021
 FD1021.The horizontal coordinates were scaled from a topographic map and have
 FD1021.an estimated accuracy of +/- 6 seconds.
 FD1021
 FD1021.The orthometric height was determined by differential leveling
 FD1021.and adjusted by the National Geodetic Survey in June 1991..
 FD1021
 FD1021.The geoid height was determined by GEOID03.
 FD1021
 FD1021.The dynamic height is computed by dividing the NAVD 88
 FD1021.geopotential number by the normal gravity value computed on the
 FD1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1021.degrees latitude (g = 980.6199 gals.).
 FD1021
 FD1021.The modeled gravity was interpolated from observed gravity values.
 FD1021
 FD1021;                    North         East    Units  Estimated Accuracy
 FD1021;SPC TN       -   109,190.      461,800.      MT  (+/- 180 meters Scaled)
 FD1021
 FD1021                          SUPERSEDED SURVEY CONTROL
 FD1021
 FD1021  NGVD 29 (??/??/92)  322.511  (m)         1058.10   (f) ADJ UNCH    2 0
 FD1021
 FD1021.Superseded values are not recommended for survey control.
 FD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1021.See file dsdata.txt to determine how the superseded data were derived.
 FD1021
 FD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE527072(NAD 83)
 FD1021_MARKER: DD = SURVEY DISK
 FD1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1021_STAMPING: BANNING NO 3 1934
 FD1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1021+STABILITY: SURFACE MOTION
 FD1021
 FD1021  HISTORY     - Date     Condition        Report By
 FD1021  HISTORY     - 1962     MONUMENTED       CGS
 FD1021  HISTORY     - 1962     GOOD             TNHD
 FD1021
 FD1021                          STATION DESCRIPTION
 FD1021
 FD1021'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1021'12 MI W FROM LAWRENCEBURG.
 FD1021'THIS MARK IS LOCATED AT THE BANNING 1934 STATION SITE, 22 FEET
 FD1021'NORTHWEST OF THE CENTERLINE OF PINEY ROAD, AND 51 FEET NORTHWEST
 FD1021'OF A WIRE FENCE.  THE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE
 FD1021'MARK DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 FD1021'PROJECTS 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1575 ***********************************************************************
 FD1575  DESIGNATION -  BANNING RM 3
 FD1575  PID         -  FD1575
 FD1575  STATE/COUNTY-  TN/LAWRENCE
 FD1575  USGS QUAD   -  OVILLA (1976)
 FD1575
 FD1575                         *CURRENT SURVEY CONTROL
 FD1575  ___________________________________________________________________
 FD1575* NAD 83(1995)-  35 18 29.33169(N)    087 31 11.73010(W)     ADJUSTED  
 FD1575* NAVD 88     -       322.8    (meters)    1059.     (feet)  VERTCON   
 FD1575  ___________________________________________________________________
 FD1575  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FD1575  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1575
 FD1575  HORZ ORDER  -  SECOND
 FD1575
 FD1575.The horizontal coordinates were established by classical geodetic methods
 FD1575.and adjusted by the National Geodetic Survey in April 1999..
 FD1575
 FD1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1575
 FD1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1575
 FD1575.The geoid height was determined by GEOID03.
 FD1575
 FD1575;                    North         East     Units Scale Factor Converg.
 FD1575;SPC TN       -   109,229.090   461,777.903   MT  0.99999025   -0 53 23.4
 FD1575;SPC TN       -   358,362.44  1,515,016.34   sFT  0.99999025   -0 53 23.4
 FD1575;UTM  16      - 3,907,340.293   452,734.313   MT  0.99962753   -0 18 01.8
 FD1575
 FD1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1575!SPC TN       -   0.99995369  x   0.99999025  =   0.99994394
 FD1575!UTM  16      -   0.99995369  x   0.99962753  =   0.99958123
 FD1575
 FD1575|---------------------------------------------------------------------|
 FD1575| PID    Reference Object                     Distance      Geod. Az  |
 FD1575|                                                           dddmmss.s |
 FD1575| FD1022 BANNING                              24.788 METERS 19214     |
 FD1575| FD1023 BANNING RM 4                         33.787 METERS 20000     |
 FD1575| FD1574 BANNING AZ MK RESET                 APPROX. 0.8 KM 3293002.9 |
 FD1575|---------------------------------------------------------------------|
 FD1575
 FD1575                          SUPERSEDED SURVEY CONTROL
 FD1575
 FD1575  NAD 83(1995)-  35 18 29.33577(N)    087 31 11.73183(W) AD(       ) 2
 FD1575  NAD 83(1995)-  35 18 29.33575(N)    087 31 11.73176(W) AD(       ) 2
 FD1575  NAD 83(1995)-  35 18 29.33684(N)    087 31 11.73170(W) AD(       ) 2
 FD1575  NAD 83(1986)-  35 18 29.34239(N)    087 31 11.73035(W) AD(       ) 2
 FD1575  NAD 27      -  35 18 29.05960(N)    087 31 11.66500(W) AD(       ) 2
 FD1575  NGVD 29 (07/19/86)  322.8    (m)         1059.     (f) VERT ANG       
 FD1575
 FD1575.Superseded values are not recommended for survey control.
 FD1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1575.See file dsdata.txt to determine how the superseded data were derived.
 FD1575
 FD1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5273407340(NAD 83)
 FD1575_MARKER: DR = REFERENCE MARK DISK
 FD1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1575
 FD1575  HISTORY     - Date     Condition        Report By
 FD1575  HISTORY     - 1962     MONUMENTED       CGS
 FD1575
 FD1575                          STATION DESCRIPTION
 FD1575
 FD1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CEG)
 FD1575'THE STATION IS LOCATED ABOUT 14 MILES EAST OF WAYNESBORO AND 12 MILES
 FD1575'WEST OF LAWRENCEBURG.
 FD1575'
 FD1575'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE SQUARE IN
 FD1575'WAYNESBORO, GO EAST ON U S
 FD1575'HIGHWAY 64 FOR 15.5 MILES TO PINEY ROAD ON THE RIGHT,
 FD1575'TURN RIGHT, SOUTH, ON PINEY
 FD1575'ROAD AND GO 0.2 MILE TO THE STATION ON
 FD1575'THE RIGHT.
 FD1575'
 FD1575'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD1575'HIGHWAY 64 IN LAWRENCEBURG,
 FD1575'GO WEST ON U S HIGHWAY 64 FOR 12.5 MILES TO PINEY ROAD
 FD1575'ON THE LEFT, TURN LEFT, SOUTH,
 FD1575'ON PINEY ROAD AND GO 0.2 MILE TO THE
 FD1575'STATION ON THE RIGHT.
 FD1575'
 FD1575'THE STATION IS 51 FEET NORTHWEST OF A WIRE FENCE AND 22 FEET
 FD1575'NORTHWEST OF THE
 FD1575'APPROXIMATE CENTER OF PINEY ROAD.  IT IS A STANDARD U S C AND G S
 FD1575'REFERENCE MARK
 FD1575'DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1575'PROJECTS 3 INCHES AND THE DISK IS
 FD1575'STAMPED BANNING NO 3 1934.  NO
 FD1575'UNDERGROUND MARK SET.
 FD1575'
 FD1575'BANNING 1934 IS 37 FEET NORTHEAST OF A UTILITY POLE, 23 FEET
 FD1575'SOUTHEAST OF THE
 FD1575'APPROXIMATE CENTER OF PINEY ROAD, 7 FEET WEST OF A WIRE FENCE, AND
 FD1575'1.7 FEET SOUTH OF
 FD1575'A WITNESS POST (TVA).  IT IS A STANDARD U S C AND G S
 FD1575'STATION MARK DISK SET IN A ROUND,
 FD1575'CONCRETE MONUMENT THAT PROJECTS 4
 FD1575'INCHES AND THE DISK IS STAMPED BANNING 1934.
 FD1575'
 FD1575'REFERENCE MARK NO 4 IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1575'PINEY ROAD, 23 FEET
 FD1575'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1575'6 FEET EAST OF A UTILITY POLE
 FD1575'AND 3 FEET NORTHWEST OF A WIRE FENCE.
 FD1575'IT IS A STANDARD U S C AND G S REFERENCE MARK DISK
 FD1575'SET IN A SQUARE,
 FD1575'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FD1575'BANNING NO 4 1934.
 FD1575'
 FD1575'THE AZIMUTH MARK IS 29 FEET SOUTH OF A TRIPLE TRUNKED, 48 INCH OAK
 FD1575'TREE AND 32 FEET NORTH OF
 FD1575'THE APPROXIMATE CENTER OF U S HIGHWAY 64.  IT IS A
 FD1575'STANDARD U S C AND G S AZIMUTH
 FD1575'MARK DISK SET IN A SQUARE, FLUSH,
 FD1575'CONCRETE MONUMENT AND THE DISK IS STAMPED BANNING
 FD1575'1934 RESET 1962.
 FD1575'
 FD1575'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1575'
 FD1575'A TRAVERSE TIE WAS MADE BETWEEN THE STATION AND THE AZIMUTH MARK, THE
 FD1575'DISTANCE BEING 831.404
 FD1575'METERS - 2,727.698 FEET.
 FD1575'
 FD1575'HEIGHT OF LIGHT ABOVE STATION MARK 30.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1023 ***********************************************************************
 FD1023  DESIGNATION -  BANNING RM 4
 FD1023  PID         -  FD1023
 FD1023  STATE/COUNTY-  TN/LAWRENCE
 FD1023  USGS QUAD   -  OVILLA (1976)
 FD1023
 FD1023                         *CURRENT SURVEY CONTROL
 FD1023  ___________________________________________________________________
 FD1023* NAD 83(1986)-  35 18 28.     (N)    087 31 11.     (W)     SCALED    
 FD1023* NAVD 88     -       323.309  (meters)    1060.72   (feet)  ADJUSTED  
 FD1023  ___________________________________________________________________
 FD1023  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1023  DYNAMIC HT  -         323.002 (meters)    1059.72  (feet)  COMP
 FD1023  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FD1023
 FD1023  VERT ORDER  -  SECOND    CLASS 0
 FD1023
 FD1023.The horizontal coordinates were scaled from a topographic map and have
 FD1023.an estimated accuracy of +/- 6 seconds.
 FD1023
 FD1023.The orthometric height was determined by differential leveling
 FD1023.and adjusted by the National Geodetic Survey in June 1991..
 FD1023
 FD1023.The geoid height was determined by GEOID03.
 FD1023
 FD1023.The dynamic height is computed by dividing the NAVD 88
 FD1023.geopotential number by the normal gravity value computed on the
 FD1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1023.degrees latitude (g = 980.6199 gals.).
 FD1023
 FD1023.The modeled gravity was interpolated from observed gravity values.
 FD1023
 FD1023;                    North         East    Units  Estimated Accuracy
 FD1023;SPC TN       -   109,190.      461,800.      MT  (+/- 180 meters Scaled)
 FD1023
 FD1023                          SUPERSEDED SURVEY CONTROL
 FD1023
 FD1023  NGVD 29 (??/??/92)  323.262  (m)         1060.57   (f) ADJ UNCH    2 0
 FD1023
 FD1023.Superseded values are not recommended for survey control.
 FD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1023.See file dsdata.txt to determine how the superseded data were derived.
 FD1023
 FD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE527072(NAD 83)
 FD1023_MARKER: DR = REFERENCE MARK DISK
 FD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1023_STAMPING: BANNING NO 4 1934
 FD1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1023+STABILITY: SURFACE MOTION
 FD1023
 FD1023  HISTORY     - Date     Condition        Report By
 FD1023  HISTORY     - 1962     MONUMENTED       CGS
 FD1023  HISTORY     - 1962     GOOD             TNHD
 FD1023
 FD1023                          STATION DESCRIPTION
 FD1023
 FD1023'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1023'12 MI W FROM LAWRENCEBURG.
 FD1023'THIS MARK IS LOCATED AT THE BANNING 1934 STATION SITE, 26 FEET
 FD1023'SOUTHEAST OF THE CENTERLINE OF PINEY ROAD, 23 FEET NORTHEAST OF THE
 FD1023'CENTERLINE OF A GRAVEL ROAD, 6 FEET EAST OF A UTILITY POLE AND
 FD1023'3 FEET NORTHWEST OF A WIRE FENCE.  IT IS A STANDARD U.S.C. AND
 FD1023'G.S. REFERENCE MARK DISK SET IN A SQUARE CONCRETE MONUMENT THAT
 FD1023'PROJECTS 1-INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1414 ***********************************************************************
 FD1414  DESIGNATION -  BARFIELD
 FD1414  PID         -  FD1414
 FD1414  STATE/COUNTY-  TN/RUTHERFORD
 FD1414  USGS QUAD   -  MURFREESBORO (1983)
 FD1414
 FD1414                         *CURRENT SURVEY CONTROL
 FD1414  ___________________________________________________________________
 FD1414* NAD 83(1995)-  35 46 45.51612(N)    086 26 53.82083(W)     ADJUSTED  
 FD1414* NAVD 88     -       252.5    (meters)     828.     (feet)  VERTCON   
 FD1414  ___________________________________________________________________
 FD1414  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FD1414  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1414
 FD1414  HORZ ORDER  -  SECOND
 FD1414
 FD1414.The horizontal coordinates were established by classical geodetic methods
 FD1414.and adjusted by the National Geodetic Survey in April 1999..
 FD1414
 FD1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1414
 FD1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1414
 FD1414.The geoid height was determined by GEOID03.
 FD1414
 FD1414;                    North         East     Units Scale Factor Converg.
 FD1414;SPC TN       -   160,522.415   559,471.002   MT  0.99994886   -0 15 44.8
 FD1414;SPC TN       -   526,647.29  1,835,531.11   sFT  0.99994886   -0 15 44.8
 FD1414;UTM  16      - 3,959,611.526   549,863.309   MT  0.99963064   +0 19 21.3
 FD1414
 FD1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1414!SPC TN       -   0.99996485  x   0.99994886  =   0.99991371
 FD1414!UTM  16      -   0.99996485  x   0.99963064  =   0.99959550
 FD1414
 FD1414:                Primary Azimuth Mark                     Grid Az
 FD1414:SPC TN       -  MURFREESBORO RAD STA WMTS MAST           024 18 09.8
 FD1414:UTM  16      -  MURFREESBORO RAD STA WMTS MAST           023 43 03.7
 FD1414
 FD1414|---------------------------------------------------------------------|
 FD1414| PID    Reference Object                     Distance      Geod. Az  |
 FD1414|                                                           dddmmss.s |
 FD1414| FD1419 MURFREESBORO RAD STA WMTS MAST      APPROX. 7.0 KM 0240225.0 |
 FD1414| CG5526 BARFIELD RM 1                        20.096 METERS 02417     |
 FD1414| FD1417 MURFREESBORO N MUNICIPAL TANK       APPROX.10.1 KM 0255822.0 |
 FD1414| FD1415 MURFREESBORO CARNATION CO STK       APPROX. 8.8 KM 0281918.3 |
 FD1414| FD1418 MURFREESBORO RAD STA WGNS MAST      APPROX. 8.5 KM 0375232.6 |
 FD1414| FD1420 MURFREESBORO S MUNICIPAL TANK       APPROX.10.0 KM 0384337.6 |
 FD1414| FD1413 AIRWAY BEACON 19                    APPROX. 5.2 KM 1054319.3 |
 FD1414| CG5525 BARFIELD AZ MK                                     2800332.5 |
 FD1414| CG5527 BARFIELD RM 2                        31.744 METERS 29310     |
 FD1414|---------------------------------------------------------------------|
 FD1414
 FD1414                          SUPERSEDED SURVEY CONTROL
 FD1414
 FD1414  NAD 83(1995)-  35 46 45.52178(N)    086 26 53.82342(W) AD(       ) 2
 FD1414  NAD 83(1986)-  35 46 45.52687(N)    086 26 53.82122(W) AD(       ) 2
 FD1414  NAD 27      -  35 46 45.28700(N)    086 26 53.85800(W) AD(       ) 2
 FD1414  NGVD 29 (07/19/86)  252.5    (m)          828.     (f) VERT ANG       
 FD1414
 FD1414.Superseded values are not recommended for survey control.
 FD1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1414.See file dsdata.txt to determine how the superseded data were derived.
 FD1414
 FD1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4986359612(NAD 83)
 FD1414_MARKER: DS = TRIANGULATION STATION DISK
 FD1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1414
 FD1414  HISTORY     - Date     Condition        Report By
 FD1414  HISTORY     - 1934     MONUMENTED       CGS
 FD1414  HISTORY     - 1960     GOOD             CGS
 FD1414
 FD1414                          STATION DESCRIPTION
 FD1414
 FD1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1414'ABOUT 2-3/4 MILES SOUTHEAST OF SALEM POST OFFICE, ON TOP OF WHAT IS
 FD1414'KNOWN LOCALLY AS
 FD1414'BARFIELD HILL, ON PROPERTY OF T B YEARGAN, AND 8.9
 FD1414'FEET WEST OF 8 INCH HACKBERRY TREE
 FD1414'WITH TRIANGULAR BLAZE.  TO REACH
 FD1414'FROM COURTHOUSE IN MURFREESBORO, GO WEST 2.85 MILES
 FD1414'ON STATE ROUTE 99
 FD1414'(OR 0.2 MILE AFTER CROSSING STONES RIVER BRIDGE) TO T-ROAD LEFT, TURN
 FD1414'LEFT ONTO GRAVEL
 FD1414'ROAD AND GO 2.55 MILES TO T-ROAD RIGHT AT BLACKSMITH
 FD1414'SHOP IN BARFIELD, TURN RIGHT AND GO
 FD1414'0.9 MILE TO T-ROAD LEFT JUST
 FD1414'BEYOND MAIL BOX OF O S DAMRON, TURN LEFT AND GO 0.95
 FD1414'MILE TO WOODEN
 FD1414'GATE ON EACH SIDE OF ROAD AND END OF TRUCK TRAVEL, AND FROM HERE
 FD1414'FOLLOW WAGON ROAD
 FD1414'THROUGH GATE ON LEFT TO TOP OF HILL AND STATION
 FD1414'SITE.  SURFACE AND UNDER GROUND
 FD1414'MARKS ARE STANDARD STATION DISKS IN
 FD1414'CONCRETE.  REFERENCE AND AZIMUTH
 FD1414'MARKS ARE STANDARD
 FD1414'REFERENCE DISKS IN CONCRETE.  NO 1 IS AT ABOUT SAME
 FD1414'ELEVATION AS AND
 FD1414'66.00 FEET FROM STATION.
 FD1414'NO 2 IS ON DOWN SLOPE OF
 FD1414'HILL AND 104.17 FEET FROM STATION.
 FD1414'AZIMUTH MARK IS
 FD1414'ON SOUTH SIDE OF
 FD1414'ARMSTRONG VALLEY ROAD, ON PROPERTY OF T B YEARGAN, AND 0.3 MILE FROM
 FD1414'STATION.
 FD1414'FOLLOWING
 FD1414'DISTANCES AND BEARINGS ARE FROM
 FD1414'STATION- MURFREESBORO, BLACK WATER
 FD1414'TANK, BALL ON TOP, 6.2 MILES, N 38 DEG 44 MIN E, AND
 FD1414'AIRWAY BEACON NO 19 (SEE DESCRIPTION THEREOF), IS 3.2 MILES,
 FD1414'S 74 DEG 16 MIN E.
 FD1414
 FD1414                          STATION RECOVERY (1960)
 FD1414
 FD1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SHL)
 FD1414'THE STATION MARK, REFERENCE MARK NO 1, AND REFERENCE MARK NO 2 WERE
 FD1414'RECOVERED AND FOUND IN
 FD1414'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FD1414'WAS NOT FOUND.  IT IS BELIEVED
 FD1414'TOTALLY DESTROYED.  THIS PARTY
 FD1414'ESTABLISHED A NEW AZIMUTH MARK.  FOLLOWING IS A
 FD1414'NEW AND COMPLETE
 FD1414'DESCRIPTION.
 FD1414'
 FD1414'THE STATION IS LOCATED ON THE PROPERTY OF MR O B YEARGAN, ABOUT 6
 FD1414'MILES SOUTHWEST OF
 FD1414'MURFREESBORO, AND ON A TIMBERED HILL LOCALLY KNOWN AS
 FD1414'BARFIELD HILL.
 FD1414'
 FD1414'TO REACH THE STATION FROM THE COURT HOUSE IN MURFREESBORO, GO
 FD1414'SOUTHWEST, ON STATE
 FD1414'HIGHWAY 99 FOR 2.65 MILES TO THE STONES RIVER BRIDGE, CONTINUE
 FD1414'FOR 0.2 MILE TO A SIDE
 FD1414'ROAD LEFT.  TURN LEFT, ON A HARD SURFACE ROAD
 FD1414'AND GO 2.55 MILES TO A SIDE ROAD RIGHT,
 FD1414'AT J W DELBRIDGE GENERAL
 FD1414'STORE.  TURN RIGHT, AND GO 0.9 MILE TO A SIDE ROAD LEFT,
 FD1414'JUST BEYOND MR C
 FD1414'C DAMRONS MAIL BOX.  TURN LEFT, AND GO 0.95 MILE TO A WOODEN
 FD1414'GATE ON THE LEFT.  TURN
 FD1414'LEFT, PASS THROUGH GATE AND GO 0.1 MILE TO
 FD1414'AN OLD BARN.  TURN LEFT, AT THE OLD BARN
 FD1414'AND ENTER THE WOODS ON A DIM
 FD1414'TRACK ROAD AND GO A DISTANCE OF ABOUT 0.4 MILE TO THE
 FD1414'SUMMIT AND THE
 FD1414'STATION.
 FD1414'
 FD1414'TO REACH THE AZIMUTH MARK FROM THE WOODEN GATE, CONTINUE WEST ON THE
 FD1414'HARD SURFACE ROAD FOR
 FD1414'0.15 MILE TO A CURVE IN THE ROAD TO THE RIGHT AND
 FD1414'THE AZIMUTH MARK ON THE LEFT.
 FD1414'
 FD1414'THE STATION MARK IS A STANDARD DISK, STAMPED BARFIELD 1934, SET IN A
 FD1414'CONCRETE MONUMENT, AND
 FD1414'PROJECTS 8 INCHES.  IT IS 9 FEET WEST OF A 12-INCH TREE
 FD1414'AND 2.4 FEET SOUTHWEST OF A
 FD1414'WITNESS SIGN.
 FD1414'
 FD1414'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BARFIELD NO 1 1934,
 FD1414'SET IN A CONCRETE
 FD1414'MONUMENT, AND PROJECTS 6 INCHES.  IT IS 5 FEET SOUTH OF A
 FD1414'14-INCH TREE AND ABOUT 1
 FD1414'FOOT LOWER THAN THE STATION MARK.
 FD1414'
 FD1414'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BARFIELD NO 2 1934,
 FD1414'SET IN A CONCRETE
 FD1414'MONUMENT, AND PROJECTS 5 INCHES.  IT IS 16 FEET
 FD1414'SOUTHEAST OF A 12-INCH TREE AND
 FD1414'ABOUT 3 FEET LOWER THAN THE STATION
 FD1414'MARK.
 FD1414'
 FD1414'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARFIELD 1934 RESET
 FD1414'1960, SET IN A
 FD1414'CONCRETE MONUMENT, AND SET FLUSH.  IT IS 31 FEET SOUTH
 FD1414'OF THE CENTER OF A HARD SURFACE
 FD1414'ROAD, 2.1 FEET WEST OF A WITNESS
 FD1414'SIGN, AND 1 FOOT SOUTH OF A WIRE FENCE.
 FD1414'
 FD1414'HEIGHT OF LIGHT ABOVE STATION MARK WAS 18.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0736 ***********************************************************************
 GB0736  DESIGNATION -  BARK
 GB0736  PID         -  GB0736
 GB0736  STATE/COUNTY-  TN/ANDERSON
 GB0736  USGS QUAD   -  CLINTON (1990)
 GB0736
 GB0736                         *CURRENT SURVEY CONTROL
 GB0736  ___________________________________________________________________
 GB0736* NAD 83(1995)-  36 02 49.25243(N)    084 14 52.16813(W)     ADJUSTED  
 GB0736* NAVD 88     -       245.201  (meters)     804.46   (feet)  ADJUSTED  
 GB0736  ___________________________________________________________________
 GB0736  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GB0736  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0736  DYNAMIC HT  -         244.977 (meters)     803.73  (feet)  COMP
 GB0736  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GB0736
 GB0736  HORZ ORDER  -  SECOND
 GB0736  VERT ORDER  -  SECOND    CLASS 0
 GB0736
 GB0736.The horizontal coordinates were established by classical geodetic methods
 GB0736.and adjusted by the National Geodetic Survey in April 1999..
 GB0736
 GB0736.The orthometric height was determined by differential leveling
 GB0736.and adjusted by the National Geodetic Survey in June 1991..
 GB0736
 GB0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0736
 GB0736.The geoid height was determined by GEOID03.
 GB0736
 GB0736.The dynamic height is computed by dividing the NAVD 88
 GB0736.geopotential number by the normal gravity value computed on the
 GB0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0736.degrees latitude (g = 980.6199 gals.).
 GB0736
 GB0736.The modeled gravity was interpolated from observed gravity values.
 GB0736
 GB0736;                    North         East     Units Scale Factor Converg.
 GB0736;SPC TN       -   191,545.190   757,873.288   MT  0.99995528   +1 01 32.9
 GB0736;SPC TN       -   628,427.84  2,486,455.95   sFT  0.99995528   +1 01 32.9
 GB0736;UTM  16      - 3,992,668.613   747,929.287   MT  1.00035747   +1 37 13.2
 GB0736
 GB0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0736!SPC TN       -   0.99996628  x   0.99995528  =   0.99992157
 GB0736!UTM  16      -   0.99996628  x   1.00035747  =   1.00032374
 GB0736
 GB0736:                Primary Azimuth Mark                     Grid Az
 GB0736:SPC TN       -  KILE                                     038 47 19.8
 GB0736:UTM  16      -  KILE                                     038 11 39.5
 GB0736
 GB0736|---------------------------------------------------------------------|
 GB0736| PID    Reference Object                     Distance      Geod. Az  |
 GB0736|                                                           dddmmss.s |
 GB0736| GB2551 KILE                                APPROX. 3.6 KM 0394852.7 |
 GB0736| GB0735 BARK RM 1                            24.220 METERS 04534     |
 GB0736| GB0738 BARK AZ MK                                         2265153.7 |
 GB0736| GB0737 BARK RM 2                            23.187 METERS 23558     |
 GB0736|---------------------------------------------------------------------|
 GB0736
 GB0736                          SUPERSEDED SURVEY CONTROL
 GB0736
 GB0736  NAD 83(1995)-  36 02 49.25852(N)    084 14 52.16891(W) AD(       ) 2
 GB0736  NAD 83(1995)-  36 02 49.25833(N)    084 14 52.16807(W) AD(       ) 2
 GB0736  NAD 83(1986)-  36 02 49.26494(N)    084 14 52.16600(W) AD(       ) 2
 GB0736  NAD 27      -  36 02 48.98336(N)    084 14 52.44664(W) AD(       ) 2
 GB0736  NGVD 29 (??/??/92)  245.336  (m)          804.91   (f) ADJ UNCH    2 0
 GB0736
 GB0736.Superseded values are not recommended for survey control.
 GB0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0736.See file dsdata.txt to determine how the superseded data were derived.
 GB0736
 GB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4792992669(NAD 83)
 GB0736_MARKER: DD = SURVEY DISK
 GB0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0736_STAMPING: BARK 1964
 GB0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0736+STABILITY: SURFACE MOTION
 GB0736
 GB0736  HISTORY     - Date     Condition        Report By
 GB0736  HISTORY     - 1965     MONUMENTED       TNHD
 GB0736  HISTORY     - 1965     GOOD             TNHD
 GB0736
 GB0736                          STATION DESCRIPTION
 GB0736
 GB0736'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB0736'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CLINTON AND ABOUT 6
 GB0736'MILES EAST OF
 GB0736'OLIVER SPRINGS.
 GB0736'
 GB0736'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 GB0736'STATE ROUTE 95, 5
 GB0736'MILES SOUTHWEST OF CLINTON, GO NORTHWESTERLY ON
 GB0736'STATE ROUTE 61 FOR 3.6 MILES TO THE
 GB0736'STATION ON THE RIGHT.
 GB0736'
 GB0736'THE STATION IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0736'ROUTE 61, 76 FEET
 GB0736'SOUTHEAST OF THE SOUTH RAIL OF THE L AND N RAILROAD AND
 GB0736'13.5 FEET SOUTHWEST OF A METAL
 GB0736'WITNESS POST WITH SIGN.
 GB0736'
 GB0736'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0736'DEPARTMENT DISKS
 GB0736'AND THE DISKS ARE STAMPED BARK 1964.  THE
 GB0736'UNDERGROUND MARK IS ABOUT 30 INCHES
 GB0736'BELOW THE SURFACE.  THE SURFACE
 GB0736'DISK IS SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GB0736'MONUMENT.
 GB0736'
 GB0736'REFERENCE MARK NO. 1 IS 70 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 GB0736'L AND N RAILROAD AND
 GB0736'44 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0736'ROUTE 61.  IT IS A STANDARD
 GB0736'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0736'A 10-INCH SQUARE, FLUSH CONCRETE MONUMENT AND
 GB0736'THE DISK IS STAMPED
 GB0736'BARK RM-1 1964.
 GB0736'
 GB0736'REFERENCE MARK NO. 2 IS 75 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 GB0736'L AND N RAILROAD, 45
 GB0736'FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0736'ROUTE 61 AND 26 FEET SOUTH OF A
 GB0736'6-INCH BIRCH TREE.  IT IS A STANDARD
 GB0736'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0736'SQUARE, FLUSH
 GB0736'CONCRETE MONUMENT AND THE DISK IS STAMPED BARK RM-2 1964.
 GB0736'
 GB0736'THE AZIMUTH MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0736'STATE ROUTE 61,
 GB0736'1.2 FEET NORTHEAST OF THE SOUTHWEST END OF A CONCRETE
 GB0736'CURB AND 1 FOOT NORTHWEST OF A
 GB0736'BRIDGE HANDRAIL.  IT IS A STANDARD
 GB0736'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GB0736'DRILLED HOLE IN A
 GB0736'CONCRETE CURB.
 GB0736'
 GB0736'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GB0736'ON STATE ROUTE 61
 GB0736'FOR 0.1 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH
 GB0736'MARK AS DESCRIBED.
 GB0736'
 GB0736'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB0736'
 GB0736'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0736
 GB0736                          STATION RECOVERY (1965)
 GB0736
 GB0736'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0736'6 MI E FROM OLIVER SPRINGS.
 GB0736'FROM THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE 95, 5
 GB0736'MILES SOUTHWEST OF CLINTON, GO NORTHWESTERLY ON STATE ROUTE 61
 GB0736'FOR 3.6 MILES TO THE MARK ON THE RIGHT, 37 FEET NORTHWEST OF THE
 GB0736'APPROXIMATE CENTER OF STATE ROUTE 61, 76 FEET SOUTHEAST OF THE
 GB0736'SOUTH RAIL OF THE L AND N RAILROAD AND 13.5 FEET SOUTHWEST OF A
 GB0736'METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0736'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GB0736'STAMPED BARK 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0738 ***********************************************************************
 GB0738  DESIGNATION -  BARK AZ MK
 GB0738  PID         -  GB0738
 GB0738  STATE/COUNTY-  TN/ANDERSON
 GB0738  USGS QUAD   -  CLINTON (1990)
 GB0738
 GB0738                         *CURRENT SURVEY CONTROL
 GB0738  ___________________________________________________________________
 GB0738* NAD 83(1986)-  36 02 44.     (N)    084 14 58.     (W)     SCALED    
 GB0738* NAVD 88     -       245.960  (meters)     806.95   (feet)  ADJUSTED  
 GB0738  ___________________________________________________________________
 GB0738  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0738  DYNAMIC HT  -         245.736 (meters)     806.22  (feet)  COMP
 GB0738  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GB0738
 GB0738  VERT ORDER  -  SECOND    CLASS 0
 GB0738
 GB0738.The horizontal coordinates were scaled from a topographic map and have
 GB0738.an estimated accuracy of +/- 6 seconds.
 GB0738
 GB0738.The orthometric height was determined by differential leveling
 GB0738.and adjusted by the National Geodetic Survey in June 1991..
 GB0738
 GB0738.The geoid height was determined by GEOID03.
 GB0738
 GB0738.The dynamic height is computed by dividing the NAVD 88
 GB0738.geopotential number by the normal gravity value computed on the
 GB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0738.degrees latitude (g = 980.6199 gals.).
 GB0738
 GB0738.The modeled gravity was interpolated from observed gravity values.
 GB0738
 GB0738;                    North         East    Units  Estimated Accuracy
 GB0738;SPC TN       -   191,380.      757,730.      MT  (+/- 180 meters Scaled)
 GB0738
 GB0738                          SUPERSEDED SURVEY CONTROL
 GB0738
 GB0738  NGVD 29 (??/??/??)  246.13   (m)          807.5    (f) RESET       3  
 GB0738
 GB0738.Superseded values are not recommended for survey control.
 GB0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0738.See file dsdata.txt to determine how the superseded data were derived.
 GB0738
 GB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE477925(NAD 83)
 GB0738_MARKER: DZ = AZIMUTH MARK DISK
 GB0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0738_SP_SET: CURB
 GB0738_STAMPING: BARK AZI 1964
 GB0738_MARK LOGO: TNHD  
 GB0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0738
 GB0738  HISTORY     - Date     Condition        Report By
 GB0738  HISTORY     - 1964     MONUMENTED       TNHD
 GB0738  HISTORY     - 1965     GOOD             TNHD
 GB0738
 GB0738                          STATION DESCRIPTION
 GB0738
 GB0738'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0738'6 MI E FROM OLIVER SPRINGS.
 GB0738'FROM THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE
 GB0738'95, 5 MILES SOUTHWEST OF CLINTON, GO NORTHWESTERLY ON STATE ROUTE
 GB0738'61 FOR 3.7 MILES TO THE MARK ON THE LEFT, 14 FEET SOUTHEAST
 GB0738'OF THE APPROXIMATE CENTER OF STATE ROUTE 61, 1.2 FEET NORTHEAST
 GB0738'OF THE SOUTHWEST END OF A CONCRETE CURB AND 1 FOOT NORTHWEST OF
 GB0738'A BRIDGE HAND RAIL.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0738'DISK CEMENTED FLUSH, IN A DRILLED HOLE IN A CONCRETE CURB, STAMPED
 GB0738'BARK AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0735 ***********************************************************************
 GB0735  DESIGNATION -  BARK RM 1
 GB0735  PID         -  GB0735
 GB0735  STATE/COUNTY-  TN/ANDERSON
 GB0735  USGS QUAD   -  CLINTON (1990)
 GB0735
 GB0735                         *CURRENT SURVEY CONTROL
 GB0735  ___________________________________________________________________
 GB0735* NAD 83(1986)-  36 02 49.     (N)    084 14 53.     (W)     SCALED    
 GB0735* NAVD 88     -       245.763  (meters)     806.31   (feet)  ADJUSTED  
 GB0735  ___________________________________________________________________
 GB0735  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0735  DYNAMIC HT  -         245.539 (meters)     805.57  (feet)  COMP
 GB0735  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GB0735
 GB0735  VERT ORDER  -  SECOND    CLASS 0
 GB0735
 GB0735.The horizontal coordinates were scaled from a topographic map and have
 GB0735.an estimated accuracy of +/- 6 seconds.
 GB0735
 GB0735.The orthometric height was determined by differential leveling
 GB0735.and adjusted by the National Geodetic Survey in June 1991..
 GB0735
 GB0735.The geoid height was determined by GEOID03.
 GB0735
 GB0735.The dynamic height is computed by dividing the NAVD 88
 GB0735.geopotential number by the normal gravity value computed on the
 GB0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0735.degrees latitude (g = 980.6199 gals.).
 GB0735
 GB0735.The modeled gravity was interpolated from observed gravity values.
 GB0735
 GB0735;                    North         East    Units  Estimated Accuracy
 GB0735;SPC TN       -   191,540.      757,850.      MT  (+/- 180 meters Scaled)
 GB0735
 GB0735                          SUPERSEDED SURVEY CONTROL
 GB0735
 GB0735  NGVD 29 (??/??/92)  245.899  (m)          806.75   (f) ADJ UNCH    2 0
 GB0735
 GB0735.Superseded values are not recommended for survey control.
 GB0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0735.See file dsdata.txt to determine how the superseded data were derived.
 GB0735
 GB0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479926(NAD 83)
 GB0735_MARKER: DR = REFERENCE MARK DISK
 GB0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0735_STAMPING: BARK RM-1 1964
 GB0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0735+STABILITY: SURFACE MOTION
 GB0735
 GB0735  HISTORY     - Date     Condition        Report By
 GB0735  HISTORY     - 1964     MONUMENTED       TNHD
 GB0735  HISTORY     - 1965     GOOD             TNHD
 GB0735
 GB0735                          STATION DESCRIPTION
 GB0735
 GB0735'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0735'6 MI E FROM OLIVER SPRINGS.
 GB0735'AT THE BARK 1964 STATION SITE, 70 FEET SOUTHEAST OF THE SOUTH RAIL
 GB0735'OF THE L AND N RAILROAD AND 44 FEET NORTHWEST OF THE APPROXIMATE
 GB0735'CENTER OF STATE ROUTE 61.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0735'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GB0735'STAMPED BARK RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0737 ***********************************************************************
 GB0737  DESIGNATION -  BARK RM 2
 GB0737  PID         -  GB0737
 GB0737  STATE/COUNTY-  TN/ANDERSON
 GB0737  USGS QUAD   -  CLINTON (1990)
 GB0737
 GB0737                         *CURRENT SURVEY CONTROL
 GB0737  ___________________________________________________________________
 GB0737* NAD 83(1986)-  36 02 49.     (N)    084 14 52.     (W)     SCALED    
 GB0737* NAVD 88     -       245.015  (meters)     803.85   (feet)  ADJUSTED  
 GB0737  ___________________________________________________________________
 GB0737  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0737  DYNAMIC HT  -         244.791 (meters)     803.12  (feet)  COMP
 GB0737  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GB0737
 GB0737  VERT ORDER  -  SECOND    CLASS 0
 GB0737
 GB0737.The horizontal coordinates were scaled from a topographic map and have
 GB0737.an estimated accuracy of +/- 6 seconds.
 GB0737
 GB0737.The orthometric height was determined by differential leveling
 GB0737.and adjusted by the National Geodetic Survey in June 1991..
 GB0737
 GB0737.The geoid height was determined by GEOID03.
 GB0737
 GB0737.The dynamic height is computed by dividing the NAVD 88
 GB0737.geopotential number by the normal gravity value computed on the
 GB0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0737.degrees latitude (g = 980.6199 gals.).
 GB0737
 GB0737.The modeled gravity was interpolated from observed gravity values.
 GB0737
 GB0737;                    North         East    Units  Estimated Accuracy
 GB0737;SPC TN       -   191,540.      757,880.      MT  (+/- 180 meters Scaled)
 GB0737
 GB0737                          SUPERSEDED SURVEY CONTROL
 GB0737
 GB0737  NGVD 29 (??/??/92)  245.150  (m)          804.30   (f) ADJ UNCH    2 0
 GB0737
 GB0737.Superseded values are not recommended for survey control.
 GB0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0737.See file dsdata.txt to determine how the superseded data were derived.
 GB0737
 GB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479926(NAD 83)
 GB0737_MARKER: DR = REFERENCE MARK DISK
 GB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0737_STAMPING: BARK RM-2 1964
 GB0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0737+STABILITY: SURFACE MOTION
 GB0737
 GB0737  HISTORY     - Date     Condition        Report By
 GB0737  HISTORY     - 1964     MONUMENTED       TNHD
 GB0737  HISTORY     - 1965     GOOD             TNHD
 GB0737
 GB0737                          STATION DESCRIPTION
 GB0737
 GB0737'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0737'6 MI E FROM OLIVER SPRINGS.
 GB0737'AT THE BARK 1964 STATION SITE, 75 FEET SOUTHEAST OF THE SOUTH
 GB0737'RAIL OF THE L AND N RAILROAD, 45 FEET NORTHWEST OF THE
 GB0737'APPROXIMATE CENTER OF STATE ROUTE 61 AND 26 FEET SOUTH OF A
 GB0737'6-INCH BIRCH TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0737'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0737'BARK RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1459 ***********************************************************************
 FD1459  DESIGNATION -  BARLAR
 FD1459  PID         -  FD1459
 FD1459  STATE/COUNTY-  TN/GILES
 FD1459  USGS QUAD   -  TARPLEY (1982)
 FD1459
 FD1459                         *CURRENT SURVEY CONTROL
 FD1459  ___________________________________________________________________
 FD1459* NAD 83(1995)-  35 12 55.72308(N)    086 59 51.33626(W)     ADJUSTED  
 FD1459* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 FD1459  ___________________________________________________________________
 FD1459  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FD1459  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1459
 FD1459  HORZ ORDER  -  SECOND
 FD1459
 FD1459.The horizontal coordinates were established by classical geodetic methods
 FD1459.and adjusted by the National Geodetic Survey in April 1999..
 FD1459
 FD1459.The orthometric height was scaled from a topographic map.
 FD1459
 FD1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1459
 FD1459.The geoid height was determined by GEOID03.
 FD1459
 FD1459;                    North         East     Units Scale Factor Converg.
 FD1459;SPC TN       -    98,337.486   509,171.907   MT  1.00000627   -0 35 02.5
 FD1459;SPC TN       -   322,628.90  1,670,508.16   sFT  1.00000627   -0 35 02.5
 FD1459;UTM  16      - 3,896,939.254   500,219.028   MT  0.99960000   +0 00 05.0
 FD1459
 FD1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1459!SPC TN       -   0.99995505  x   1.00000627  =   0.99996132
 FD1459!UTM  16      -   0.99995505  x   0.99960000  =   0.99955507
 FD1459
 FD1459|---------------------------------------------------------------------|
 FD1459| PID    Reference Object                     Distance      Geod. Az  |
 FD1459|                                                           dddmmss.s |
 FD1459| CG5533 BARLAR RM 2                          39.563 METERS 17857     |
 FD1459| FD1538 PULASKI OLD MASSEY SCH SPIRE        APPROX. 2.7 KM 2311548.5 |
 FD1459| CG5531 BARLAR AZ MK                                       2323547.2 |
 FD1459| FD1536 PULASKI BLACK WOODEN MUN TANK       APPROX. 4.4 KM 2352129.1 |
 FD1459| FD1537 PULASKI GILES CO CTHSE FINIAL       APPROX. 3.5 KM 2400827.1 |
 FD1459| CG5532 BARLAR RM 1                          30.922 METERS 28052     |
 FD1459|---------------------------------------------------------------------|
 FD1459
 FD1459                          SUPERSEDED SURVEY CONTROL
 FD1459
 FD1459  NAD 83(1995)-  35 12 55.72459(N)    086 59 51.33673(W) AD(       ) 2
 FD1459  NAD 83(1995)-  35 12 55.72923(N)    086 59 51.33882(W) AD(       ) 2
 FD1459  NAD 83(1986)-  35 12 55.73261(N)    086 59 51.33796(W) AD(       ) 2
 FD1459  NAD 27      -  35 12 55.44600(N)    086 59 51.31400(W) AD(       ) 2
 FD1459
 FD1459.Superseded values are not recommended for survey control.
 FD1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1459.See file dsdata.txt to determine how the superseded data were derived.
 FD1459
 FD1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0021996939(NAD 83)
 FD1459_MARKER: DS = TRIANGULATION STATION DISK
 FD1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1459
 FD1459  HISTORY     - Date     Condition        Report By
 FD1459  HISTORY     - 1934     MONUMENTED       CGS
 FD1459  HISTORY     - 1962     GOOD             CGS
 FD1459
 FD1459                          STATION DESCRIPTION
 FD1459
 FD1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1459'ABOUT 2.5 MILES NORTHEAST OF PULASKI, 5.5 MILES EAST-SOUTHEAST OF
 FD1459'WALES RAILROAD
 FD1459'STATION, 0.2 MILES EAST OF STATE ROUTE 11, AND ON
 FD1459'PROPERTY LINE OF MRS J L BARLAR
 FD1459'AND J M BARLAR.  TO REACH FROM
 FD1459'COURTHOUSE IN PULASKI, GO NORTH 0.5 MILE ON U S
 FD1459'ROUTE 31 TO JUNCTION
 FD1459'WITH STATE ROUTE 11, TURN RIGHT (EAST) AND GO 1.9 MILES ON ROUTE
 FD1459'11, TURN RIGHT
 FD1459'THROUGH GATE AT SMALL STORE, FOLLOW FARM ROAD EAST 0.2
 FD1459'MILE TO HOUSE AND THEN NORTH
 FD1459'0.2 MILE TO FENCE LINE AND STATION SITE.
 FD1459'STATION IS NEAR NORTHEAST EDGE OF PASTURE, 0.3
 FD1459'MILE NORTHEAST OF J C
 FD1459'BARLARS HOUSE, AND 0.15 MILE NORTH OF SMALL CEMETERY.  SURFACE
 FD1459'AND UNDERGROUND
 FD1459'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FD1459'REFERENCE AND
 FD1459'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FD1459'IN CONCRETE.  NO 1 IS IN PASTURE,
 FD1459'4.5 FEET SOUTH OF WIRE
 FD1459'FENCE AND CULTIVATED FIELD, AND 101.45 FEET FROM STATION
 FD1459'N 79 DEG 08 MIN W.
 FD1459'NO 2 IS IN PASTURE, ABOUT 175 YARDS NORTH OF SMALL
 FD1459'CEMETERY, AND 129.80 FEET
 FD1459'FROM STATION S 01 DEG 03 MIN E.
 FD1459'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO
 FD1459'2 IS 180.40 FEET.
 FD1459'AZIMUTH MARK IS AT WEST EDGE OF PASTURE, ABOUT 100 YARDS EAST
 FD1459'OF J C BARLARS
 FD1459'HOUSE, 10 FEET WEST OF FARM ROAD, AND 0.3 MILE FROM STATION
 FD1459'S 52 DEG 35 MIN W.
 FD1459
 FD1459                          STATION RECOVERY (1962)
 FD1459
 FD1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1815 ***********************************************************************
 FC1815  DESIGNATION -  BARNARD
 FC1815  PID         -  FC1815
 FC1815  STATE/COUNTY-  TN/ROANE
 FC1815  USGS QUAD   -  PATTIE GAP (1990)
 FC1815
 FC1815                         *CURRENT SURVEY CONTROL
 FC1815  ___________________________________________________________________
 FC1815* NAD 83(1995)-  35 43 56.85966(N)    084 35 53.30517(W)     ADJUSTED  
 FC1815* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 FC1815  ___________________________________________________________________
 FC1815  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FC1815  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC1815
 FC1815  HORZ ORDER  -  SECOND
 FC1815
 FC1815.The horizontal coordinates were established by classical geodetic methods
 FC1815.and adjusted by the National Geodetic Survey in April 1999..
 FC1815
 FC1815.The orthometric height was scaled from a topographic map.
 FC1815
 FC1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1815
 FC1815.The geoid height was determined by GEOID03.
 FC1815
 FC1815;                    North         East     Units Scale Factor Converg.
 FC1815;SPC TN       -   156,139.989   726,811.697   MT  0.99994997   +0 49 14.5
 FC1815;SPC TN       -   512,269.28  2,384,548.04   sFT  0.99994997   +0 49 14.5
 FC1815;UTM  16      - 3,956,935.021   717,223.104   MT  1.00018149   +1 24 11.7
 FC1815
 FC1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1815!SPC TN       -   0.99994310  x   0.99994997  =   0.99989308
 FC1815!UTM  16      -   0.99994310  x   1.00018149  =   1.00012458
 FC1815
 FC1815|---------------------------------------------------------------------|
 FC1815| PID    Reference Object                     Distance      Geod. Az  |
 FC1815|                                                           dddmmss.s |
 FC1815| CZ4253 BARNARD RM 1                         27.898 METERS 03928     |
 FC1815| CZ4254 BARNARD RM 2                         28.444 METERS 18850     |
 FC1815| CZ4252 BARNARD AZ MK                                      2970304.5 |
 FC1815|---------------------------------------------------------------------|
 FC1815
 FC1815                          SUPERSEDED SURVEY CONTROL
 FC1815
 FC1815  NAD 83(1995)-  35 43 56.86587(N)    084 35 53.30637(W) AD(       ) 2
 FC1815  NAD 83(1986)-  35 43 56.87074(N)    084 35 53.30512(W) AD(       ) 2
 FC1815  NAD 27      -  35 43 56.60700(N)    084 35 53.53400(W) AD(       ) 2
 FC1815
 FC1815.Superseded values are not recommended for survey control.
 FC1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1815.See file dsdata.txt to determine how the superseded data were derived.
 FC1815
 FC1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1722356935(NAD 83)
 FC1815_MARKER: DS = TRIANGULATION STATION DISK
 FC1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1815
 FC1815  HISTORY     - Date     Condition        Report By
 FC1815  HISTORY     - 1934     MONUMENTED       CGS
 FC1815  HISTORY     - 1949     GOOD             TVA
 FC1815  HISTORY     - 1958     MARK NOT FOUND   CGS
 FC1815
 FC1815                          STATION DESCRIPTION
 FC1815
 FC1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1815'ABOUT 2-1/2 MILES SOUTH OF BARNARDSVILLE, 2 MILES SOUTH OF BARNARD
 FC1815'NARROWS, NEAR OLD ABANDONED MINE, ON HIGHEST PART OF PEAK AT HEAD
 FC1815'OF HURRICANE CREEK, ON SMALL KNOB NEAR CENTER OF LONG NORTH-AND-SOUTH
 FC1815'RIDGE, AND ABOUT 1 MILE EAST OF STATE ROUTE 58. TO REACH FROM POST
 FC1815'OFFICE IN KINGSTON, FOLLOW STATE ROUTE 58 SOUTH 9.6 MILES, TURN EAST
 FC1815'ONTO GRAVEL ROAD THROUGH BARNARD NARROWS, GO 1.35 MILES, TURN
 FC1815'SOUTH AT CROSSROADS AND CONTINUE 2.15 MILES TO DIM ROAD LEADING
 FC1815'WEST ALONG RAILROAD GRADE (END OF TRUCK TRAVEL). FOLLOW ROAD ALONG
 FC1815'OLD RAILROAD GRADE WEST 0.2 MILE, TURN SOUTH ONTO ROUGH WAGON
 FC1815'ROAD AND GO 1/4 MILE TO SUMMIT AND STATION SITE 1/2 MILE WEST OF
 FC1815'COUNTY ROAD, 20.5 FEET EAST OF 8-INCH TRIANGLE-BLAZED PINE
 FC1815'TREE, AND ON WEST PROJECTION OF PATH TO SUMMIT. SURFACE AND
 FC1815'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FC1815'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FC1815'CONCRETE, NO. 1 IS SLIGHTLY DOWN NORTHWEST SLOPE OF
 FC1815'KNOB AND 91.53 FEET FROM STATION N 39 DEG 28 MIN E. NO. 2 IS
 FC1815'NORTH OF PATH TO SUMMIT, SLIGHTLY DOWN NORTH SLOPE OF KNOB, AND
 FC1815'93.32 FEET FROM STATION S 8 DEG 50 MIN W.  AZIMUTH MARK IS ON
 FC1815'STATE ROUTE 58, 2.1 MILES SOUTH ALONG HIGHWAY FROM JUNCTION WITH
 FC1815'GRAVEL ROAD THROUGH BARNARD NARROWS, 200 YARDS NORTH-NORTHWEST OF
 FC1815'WHITE HOUSE, ON EDGE OF ORCHARD, 100 FEET SOUTH OF T-ROAD, 21.5 FEET
 FC1815'WEST OF CENTER OF HIGHWAY, AND 1 MILE FROM STATION
 FC1815'N 62 DEG 57 MIN W.
 FC1815
 FC1815                          STATION RECOVERY (1949)
 FC1815
 FC1815'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1815'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED BARNARD 1934.
 FC1815'STEEL POST WITH CONTROL MARKER SIGN SET AT THE S EDGE OF THE
 FC1815'STATION.
 FC1815'
 FC1815'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 FC1815'REFERENCE MARK 2
 FC1815'WAS NOT FOUND.
 FC1815'
 FC1815'AZIMUTH MARK RECOVERED IN GOOD CONDITION AND IS STAMPED BARNARD AZI
 FC1815'1934. LOCATED 24.0 FEET W OF THE CENTER LINE OF HIGHWAY 58, 28.5
 FC1815'FEET SW OF POWER POLE WITH ANCHOR WIRE, AND ABOUT 300 FEET SW OF
 FC1815'T-ROAD W. STEEL POST WITH CONTROL MARKER SIGN SET AT W EDGE OF
 FC1815'MONUMENT.
 FC1815
 FC1815                          STATION RECOVERY (1958)
 FC1815
 FC1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1815'STATION SITE WAS VISITED BUT THE STATION MARK WAS NOT RECOVERED.
 FC1815'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 FC1815'CONDITION. THE STATION MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED
 FC1815'OR BURIED BY STRIP MINE OPERATIONS. A MORE THOROUGH SEARCH MAY
 FC1815'MAKE RECOVERY POSSIBLE. THE OLD DESCRIPTION TO REACH THE STATION IS
 FC1815'ADEQUATE. THERE IS NOW A LARGE STRIP MINE ABOUT 300 YARDS NORTH OF
 FC1815'THE STATION SITE AND ANOTHER ONE ABOUT 400 YARDS SOUTH OF THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0865 ***********************************************************************
 GC0865  DESIGNATION -  BARNES
 GC0865  PID         -  GC0865
 GC0865  STATE/COUNTY-  TN/CHEATHAM
 GC0865  USGS QUAD   -  FOREST GROVE (1994)
 GC0865
 GC0865                         *CURRENT SURVEY CONTROL
 GC0865  ___________________________________________________________________
 GC0865* NAD 83(1986)-  36 21 03.     (N)    086 56 02.     (W)     SCALED    
 GC0865* NAVD 88     -       236.431  (meters)     775.69   (feet)  ADJUSTED  
 GC0865  ___________________________________________________________________
 GC0865  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0865  DYNAMIC HT  -         236.229 (meters)     775.03  (feet)  COMP
 GC0865  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0865
 GC0865  VERT ORDER  -  SECOND    CLASS 0
 GC0865
 GC0865.The horizontal coordinates were scaled from a topographic map and have
 GC0865.an estimated accuracy of +/- 6 seconds.
 GC0865
 GC0865.The orthometric height was determined by differential leveling
 GC0865.and adjusted by the National Geodetic Survey in June 1991..
 GC0865
 GC0865.The geoid height was determined by GEOID03.
 GC0865
 GC0865.The dynamic height is computed by dividing the NAVD 88
 GC0865.geopotential number by the normal gravity value computed on the
 GC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0865.degrees latitude (g = 980.6199 gals.).
 GC0865
 GC0865.The modeled gravity was interpolated from observed gravity values.
 GC0865
 GC0865;                    North         East    Units  Estimated Accuracy
 GC0865;SPC TN       -   224,240.      516,170.      MT  (+/- 180 meters Scaled)
 GC0865
 GC0865                          SUPERSEDED SURVEY CONTROL
 GC0865
 GC0865  NGVD 29 (??/??/92)  236.480  (m)          775.85   (f) ADJ UNCH    2 0
 GC0865
 GC0865.Superseded values are not recommended for survey control.
 GC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0865.See file dsdata.txt to determine how the superseded data were derived.
 GC0865
 GC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059228(NAD 83)
 GC0865_MARKER: DD = SURVEY DISK
 GC0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0865_STAMPING: BARNES 1965
 GC0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0865+STABILITY: SURFACE MOTION
 GC0865
 GC0865  HISTORY     - Date     Condition        Report By
 GC0865  HISTORY     - 1965     MONUMENTED       TNHD
 GC0865
 GC0865                          STATION DESCRIPTION
 GC0865
 GC0865'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0865'6 MI SE FROM PLEASANT VIEW.
 GC0865'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49
 GC0865'AT PLEASANT VIEW, GO 6.25 MILES SOUTHEAST TO A PAVED ROAD ON
 GC0865'THE LEFT, CONTIUE STRAIGHT AHEAD ON U.S. HIGHWAY 41A FOR 0.25
 GC0865'MILE EAST TO NEW HOPE ROAD ON THE LEFT, TURN LEFT AND GO 0.2
 GC0865'MILE NORTH ON THE PAVED ROAD TO AN UNPAINTED FRAME HOUSE ON
 GC0865'THE RIGHT AND THE MARK ON THE RIGHT, 5 FEET SOUTHWEST OF A FENCE
 GC0865'POST, 4 FEET NORTH OF A 3-INCH CEDAR TREE AND 2 FEET WEST OF A
 GC0865'BARBED WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0865'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1408 ***********************************************************************
 FD1408  DESIGNATION -  BARNES
 FD1408  PID         -  FD1408
 FD1408  STATE/COUNTY-  TN/COFFEE
 FD1408  USGS QUAD   -  BEECHGROVE (1981)
 FD1408
 FD1408                         *CURRENT SURVEY CONTROL
 FD1408  ___________________________________________________________________
 FD1408* NAD 83(1995)-  35 40 22.62025(N)    086 10 18.28116(W)     ADJUSTED  
 FD1408* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 FD1408  ___________________________________________________________________
 FD1408  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FD1408  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD1408
 FD1408  HORZ ORDER  -  SECOND
 FD1408
 FD1408.The horizontal coordinates were established by classical geodetic methods
 FD1408.and adjusted by the National Geodetic Survey in April 1999..
 FD1408
 FD1408.The orthometric height was scaled from a topographic map.
 FD1408
 FD1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1408
 FD1408.The geoid height was determined by GEOID03.
 FD1408
 FD1408;                    North         East     Units Scale Factor Converg.
 FD1408;SPC TN       -   148,642.766   584,451.923   MT  0.99995233   -0 06 02.0
 FD1408;SPC TN       -   487,672.14  1,917,489.35   sFT  0.99995233   -0 06 02.0
 FD1408;UTM  16      - 3,947,990.780   574,956.518   MT  0.99966923   +0 28 58.9
 FD1408
 FD1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1408!SPC TN       -   0.99994189  x   0.99995233  =   0.99989422
 FD1408!UTM  16      -   0.99994189  x   0.99966923  =   0.99961114
 FD1408
 FD1408:                Primary Azimuth Mark                     Grid Az
 FD1408:SPC TN       -  BARNES RM 1 AZIMUTH                      002 25 43.6
 FD1408:UTM  16      -  BARNES RM 1 AZIMUTH                      001 50 42.7
 FD1408
 FD1408|---------------------------------------------------------------------|
 FD1408| PID    Reference Object                     Distance      Geod. Az  |
 FD1408|                                                           dddmmss.s |
 FD1408| CG5534 BARNES RM 1 AZIMUTH                                0021941.6 |
 FD1408| FD1429 AIRWAY BEACON 16                    APPROX.28.8 KM 1490110.7 |
 FD1408| CG5535 BARNES RM 2                          52.944 METERS 18810     |
 FD1408| CG5536 BARNES RM 3                          30.937 METERS 27603     |
 FD1408|---------------------------------------------------------------------|
 FD1408
 FD1408                          SUPERSEDED SURVEY CONTROL
 FD1408
 FD1408  NAD 83(1995)-  35 40 22.62616(N)    086 10 18.28223(W) AD(       ) 2
 FD1408  NAD 83(1986)-  35 40 22.63066(N)    086 10 18.28010(W) AD(       ) 2
 FD1408  NAD 27      -  35 40 22.37400(N)    086 10 18.30700(W) AD(       ) 2
 FD1408
 FD1408.Superseded values are not recommended for survey control.
 FD1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1408.See file dsdata.txt to determine how the superseded data were derived.
 FD1408
 FD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7495747991(NAD 83)
 FD1408_MARKER: DS = TRIANGULATION STATION DISK
 FD1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1408
 FD1408  HISTORY     - Date     Condition        Report By
 FD1408  HISTORY     - 1934     MONUMENTED       CGS
 FD1408
 FD1408                          STATION DESCRIPTION
 FD1408
 FD1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1408'ABOUT 5 MILES NORTHEAST OF BEECH GROVE, ON PROPERTY OF J T BARNES, 30
 FD1408'YARDS SOUTHEAST OF
 FD1408'MR BARNES STORE, 11 YARDS EAST OF COUNTY ROAD TO
 FD1408'HOODOO, AND 20 YARDS SOUTH-SOUTHEAST
 FD1408'OF COUNTY ROAD JUNCTION.  TO
 FD1408'REACH FROM WOODBURY, GO SOUTH 12.7 MILES ON ROUTE 53 TO
 FD1408'HOLLOW
 FD1408'SPRINGS, CONTINUE STRAIGHT AHEAD AT CROSSROADS WHERE ROUTE 53 TURNS
 FD1408'EAST, AND CONTINUE
 FD1408'4.3 MILES ON MAIN-TRAVELED ROAD TO HOME OF MR
 FD1408'BARNES.  SURFACE AND UNDERGROUND
 FD1408'MARKS ARE STANDARD DISK STATION
 FD1408'MARKS IN CONCRETE.  REFERENCE
 FD1408'MARKS ARE STANDARD
 FD1408'REFERENCE DISKS IN CONCRETE.  NO 1 (AZIMUTH MARK) IS ON
 FD1408'PROPERTY OF
 FD1408'JOE GILLEY, ON EAST SIDE OF ROAD TO HOODOO, 8 YARDS EAST
 FD1408'OF GROUP OF 3 OAK TREES, 22
 FD1408'YARDS EAST OF COUNTY ROAD, AND ABOUT 1/4
 FD1408'MILE FROM STATION N 02 DEG 20 MIN E.
 FD1408'NO 2 IS 5 YARDS
 FD1408'EAST OF CENTER LINE OF COUNTY ROAD AND 173.7 FEET FROM STATION
 FD1408'S 8 DEG 10 MIN W.
 FD1408'NO 3 IS ACROSS COUNTY ROAD FROM STATION, 20
 FD1408'YARDS FROM CENTER LINE OF ROAD,
 FD1408'AND 101.5 FEET FROM STATION N 83 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2365 ***********************************************************************
 GB2365  DESIGNATION -  BARNES
 GB2365  PID         -  GB2365
 GB2365  STATE/COUNTY-  TN/PICKETT
 GB2365  USGS QUAD   -  DALE HOLLOW RESERVOIR SE (1968)
 GB2365
 GB2365                         *CURRENT SURVEY CONTROL
 GB2365  ___________________________________________________________________
 GB2365* NAD 83(1995)-  36 32 14.33437(N)    085 15 28.41562(W)     ADJUSTED  
 GB2365* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GB2365  ___________________________________________________________________
 GB2365  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GB2365  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2365
 GB2365  HORZ ORDER  -  SECOND
 GB2365
 GB2365.The horizontal coordinates were established by classical geodetic methods
 GB2365.and adjusted by the National Geodetic Survey in April 1999..
 GB2365
 GB2365.The orthometric height was scaled from a topographic map.
 GB2365
 GB2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2365
 GB2365.The geoid height was determined by GEOID03.
 GB2365
 GB2365;                    North         East     Units Scale Factor Converg.
 GB2365;SPC TN       -   244,788.882   666,455.180   MT  1.00002362   +0 26 04.1
 GB2365;SPC TN       -   803,111.52  2,186,528.37   sFT  1.00002362   +0 26 04.1
 GB2365;SPC KY1Z     - 1,022,756.417 1,544,074.744   MT  1.00017531   +0 18 07.7
 GB2365;SPC KY1Z     - 3,355,493.34  5,065,851.89   sFT  1.00017531   +0 18 07.7
 GB2365;SPC KY S     -   522,751.576   544,068.846   MT  1.00004136   +0 17 54.4
 GB2365;SPC KY S     - 1,715,060.80  1,784,999.21   sFT  1.00004136   +0 17 54.4
 GB2365;UTM  16      - 4,044,958.944   655,946.999   MT  0.99989963   +1 02 14.5
 GB2365
 GB2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2365!SPC TN       -   0.99995583  x   1.00002362  =   0.99997945
 GB2365!SPC KY1Z     -   0.99995583  x   1.00017531  =   1.00013114
 GB2365!SPC KY S     -   0.99995583  x   1.00004136  =   0.99999719
 GB2365!UTM  16      -   0.99995583  x   0.99989963  =   0.99985547
 GB2365
 GB2365:                Primary Azimuth Mark                     Grid Az
 GB2365:SPC TN       -  BARNES AZ MK                             017 10 26.7
 GB2365:SPC KY1Z     -  BARNES AZ MK                             017 18 23.1
 GB2365:SPC KY S     -  BARNES AZ MK                             017 18 36.4
 GB2365:UTM  16      -  BARNES AZ MK                             016 34 16.3
 GB2365
 GB2365|---------------------------------------------------------------------|
 GB2365| PID    Reference Object                     Distance      Geod. Az  |
 GB2365|                                                           dddmmss.s |
 GB2365| CG5537 BARNES AZ MK                                       0173630.8 |
 GB2365| GB2357 HUDDLESTON KNOB 2                   APPROX.12.9 KM 0832751.1 |
 GB2365| CG5538 BARNES RM 1                          25.944 METERS 17825     |
 GB2365| CG5539 BARNES RM 2                          23.104 METERS 25625     |
 GB2365|---------------------------------------------------------------------|
 GB2365
 GB2365                          SUPERSEDED SURVEY CONTROL
 GB2365
 GB2365  NAD 83(1995)-  36 32 14.33460(N)    085 15 28.41619(W) AD(       ) 2
 GB2365  NAD 83(1995)-  36 32 14.34458(N)    085 15 28.42022(W) AD(       ) 2
 GB2365  NAD 83(1986)-  36 32 14.34538(N)    085 15 28.42043(W) AD(       ) 2
 GB2365  NAD 27      -  36 32 14.11600(N)    085 15 28.56100(W) AD(       ) 2
 GB2365
 GB2365.Superseded values are not recommended for survey control.
 GB2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2365.See file dsdata.txt to determine how the superseded data were derived.
 GB2365
 GB2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5594744959(NAD 83)
 GB2365_MARKER: DS = TRIANGULATION STATION DISK
 GB2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2365
 GB2365  HISTORY     - Date     Condition        Report By
 GB2365  HISTORY     - 1949     MONUMENTED       CGS
 GB2365  HISTORY     - 1971     GOOD             NGS
 GB2365
 GB2365                          STATION DESCRIPTION
 GB2365
 GB2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2365'STATION IS LOCATED ABOUT 8 MILES WEST OF BYRDSTOWN AND 4 MILES
 GB2365'NORTHEAST OF OAKLEY ON PROPERTY OWNED BY MR. CHAMP. IT IS 80 FEET
 GB2365'EAST OF THE CENTER OF A WOODS ROAD, 22 FEET NORTH OF A 6 INCH ASH
 GB2365'TREE, 17 FEET EAST OF A TWIN OAK TREE, 12 FEET WEST OF A WHITE
 GB2365'WITNESS POST AND 12 FEET SOUTHWEST OF A 8 INCH OAK TREE. THE MARK IS
 GB2365'FLUSH AND THE DISK IS STAMPED BARNES 1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 1 IS FLUSH AND THE DISK IS STAMPED BARNES NO 1
 GB2365'1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 2 IS 6 FEET EAST OF THE CENTER OF THE WOODS ROAD.
 GB2365'THE MARK IS FLUSH AND THE DISK IS STAMPED BARNES NO 2 1949.
 GB2365'
 GB2365'AZIMUTH MARK IS NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET EAST
 GB2365'OF A 6 INCH HICKORY TREE AND 2 FEET WEST OF A WHITE WITNESS
 GB2365'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BARNES
 GB2365'1949.
 GB2365'
 GB2365'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 GB2365'52 AT THE COURTHOUSE SQUARE IN LIVINGSTON GO NORTH ON HIGHWAY 52
 GB2365'FOR 4.8 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 5.9 MILES TO A
 GB2365'T-ROAD RIGHT IN THE TOWN OF OAKLEY, TURN RIGHT AND GO 0.85 MILE TO A
 GB2365'CROSSROAD, TURN LEFT AND GO 1.7 MILES TO A FORK, TAKE RIGHT FORK AND
 GB2365'GO 1.75 MILES TO A FORK TAKE LEFT FORK AND GO 0.6 MILE TO A FORK,
 GB2365'TAKE LEFT FORK AND GO 1.45 MILES TO A WOODS ROAD LEFT,* TURN LEFT AND
 GB2365'FOLLOW THE WOODS ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 GB2365'DESCRIBED.
 GB2365'
 GB2365'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH FOR 0.4 MILE TO
 GB2365'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2365'
 GB2365'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2365
 GB2365                          STATION RECOVERY (1971)
 GB2365
 GB2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2365'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GB2365'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY NUMEROUS TREES ON
 GB2365'LINE.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GB2365'BETWEEN THE REFERENCE MARKS, USING A DISTANT FOREST LOOKOUT TOWER
 GB2365'AS THE INITIAL.  IN CHECKING THE HORIZONTAL ANGLE BETWEEN THE
 GB2365'REFERENCE MARKS AS OBSERVED THIS DATE AGAINST THE 1949 OBS, A
 GB2365'DISCREPANCY OF -01 MIN 41.6 SEC WAS NOTED.  VERTICAL ANGLES WERE
 GB2365'OBSERVED UPON THE REFERENCE MARKS AND SLOPE MEASUREMENTS MADE.
 GB2365'WHEN THESE MEASUREMENTS WERE REDUCED TO HORIZONTAL A DISCREPANCY OF
 GB2365'-0.01 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND -0.26 OF A FOOT
 GB2365'FOR REFERENCE MARK NO. 2.
 GB2365'
 GB2365'FOLLOWING IS A NEW AND MORE UP-TO-DATE DESCRIPTION.
 GB2365'
 GB2365'THE STATION IS LOCATED IN A SMALL CULTIVATED PLOT ON THE PROPERTY OF
 GB2365'MR. C. CHAMP, ABOUT 8 MILES WEST OF BYRDSTOWN, AND 4 MILES NORTHEAST
 GB2365'OF THE SMALL COMMUNITY OF OAKLEY, AND IS NEAR THE SUMMIT OF A HILL
 GB2365'WITH TIMBER ON THE WEST SLOPE.
 GB2365'
 GB2365'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES 85, 52 AND 42
 GB2365'AT THE NORTHEAST CORNER OF THE OVERTON COUNTY COURTHOUSE SQUARE
 GB2365'IN LIVINGSTON, GO NORTH-NORTHWESTERLY ON STATE ROUTE 52 FOR 4.8 MILES
 GB2365'TO COUNTY ROAD S 4237 ON THE RIGHT IN THE SMALL COMMUNITY OF
 GB2365'ALLONS.  HERE BEAR RIGHT ON COUNTY ROAD S 4237 AND GO NORTHEASTERLY
 GB2365'AND NORTH FOR 5.9 MILES TO A T CROSSROAD IN THE SMALL COMMUNITY OF
 GB2365'OAKLEY.  HERE TURN RIGHT ON COUNTY ROAD S 4393 AND GO
 GB2365'SOUTHEASTERLY FOR 0.85 OF A MILE TO AN ANGLING CROSSROAD, TURN LEFT
 GB2365'AND GO NORTHEASTERLY ON COUNTY ROAD S
 GB2365'4394 FOR 1.7 MILES TO A FORK,
 GB2365'KEEP THE RIGHT FORK AND CONTINUE
 GB2365'EASTERLY ON COUNTY ROAD S 4394 FOR 1.8 MILES TO A CROSSROAD IN THE
 GB2365'HAMLET OF TAYLORS CROSSROAD.  THERE TURN LEFT AND CONTINUE
 GB2365'NORTHERLY ON COUNTY ROAD S 4394 FOR 0.7 OF A MILE TO A FORK, KEEP THE
 GB2365'LEFT FORK AND CONTINUE NORTHERLY ON COUNTY ROAD S 4394 FOR 0.35
 GB2365'OF A MILE TO THE OVERTON PICKETTT COUNTY LINE.  HERE
 GB2365'CONTINUE NORTHWESTERLY ON COUNTY ROAD S 4394 FOR 1.1 MILES TO THE TOP
 GB2365'OF A RISE AND GRAVELED DRIVEWAYS ON THE EAST AND WEST SIDES OF THE
 GB2365'ROAD.* HERE TURN LEFT ON DRIVEWAY AND GO WESTERLY PASSING TO THE
 GB2365'SOUTH OF A HOUSE FOR ABOUT 300 FEET TO A WOODS ROAD DEAD AHEAD.
 GB2365'CONTINUE WEST AND NORTH ON THIS WOODS ROAD FOR ABOUT 0.25 OF A MILE
 GB2365'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GB2365'
 GB2365'THE STATION IS 85 FEET EAST OF THE APPROXIMATE CENTER OF THE WOODS
 GB2365'ROAD, 67 FEET SOUTH-SOUTHEAST OF A 24-INCH WHITE OAK TREE, 62 FEET
 GB2365'NORTH-NORTHEAST OF AN 18-INCH HICKORY TREE, 45 FEET EAST OF A FENCE,
 GB2365'15 FEET EAST OF THE WEST EDGE OF THE CULTIVATED PLOT, AND 1.0 FOOT
 GB2365'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GB2365'THE TOP OF A 14-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2365'STAMPED BARNES 1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 60 FEET EAST
 GB2365'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 45 FEET NORTH OF A
 GB2365'16-INCH HICKORY TREE IN A FENCE LINE, 37 FEET SOUTHEAST OF THE
 GB2365'18-INCH HICKORY TREE, 17 FEET EAST OF A FENCE, 0.8 OF A FOOT WEST
 GB2365'OF A METAL WITNESS POST AND SIGN, AND AT THE WEST EDGE OF THE
 GB2365'CULTIVATED PLOT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GB2365'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURROUNDING
 GB2365'SURFACE AND THE DISK IS STAMPED BARNES NO 1 1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 33 FEET SOUTH
 GB2365'OF A 16-INCH BLACK OAK TREE, 31 FEET WEST OF A FENCE, 25 FEET
 GB2365'NORTH OF A 14-INCH, FORKED TRUNKED CHESTNUT OAK TREE, 7 FEET EAST OF
 GB2365'THE APPROXIMATE CENTER OF THE WOODS ROAD, AND 1.0 FOOT SOUTH
 GB2365'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GB2365'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GB2365'AND THE DISK IS STAMPED BARNES NO 2 1949.
 GB2365'
 GB2365'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GB2365'REFERENCE MARK NO. 2 IS 101.56 FEET.
 GB2365'
 GB2365'THE AZIMUTH MARK IS NORTH-NORTH-EAST OF THE STATION, 50 FEET WEST AND
 GB2365'ACROSS THE ROAD FROM A GUYED TELEPHONE POLE, 29 FEET NORTHEAST OF
 GB2365'A 12 INCH WHITE OAK TREE, 23 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2365'OF COUNTY ROAD S 4394, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 GB2365'AND SIGN, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 GB2365'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GB2365'MONUMENT AND THE DISK IS STAMPED BARNES 1949.
 GB2365'
 GB2365'* TO REACH THE AZIMUTH MARK FROM THESE GRAVELED DRIVES, CONTINUE
 GB2365'NORTHERLY ON COUNTY ROAD S 4394 FOR 0.4 OF A MILE TO MARK ON THE
 GB2365'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2358 ***********************************************************************
 GC2358  DESIGNATION -  BARNES
 GC2358  PID         -  GC2358
 GC2358  STATE/COUNTY-  TN/CHEATHAM
 GC2358  USGS QUAD   -  FOREST GROVE (1994)
 GC2358
 GC2358                         *CURRENT SURVEY CONTROL
 GC2358  ___________________________________________________________________
 GC2358* NAD 83(1995)-  36 21 01.76885(N)    086 56 02.51388(W)     ADJUSTED  
 GC2358* NAVD 88     -       236.40   (+/-2cm)     775.6    (feet)  VERTCON   
 GC2358  ___________________________________________________________________
 GC2358  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GC2358  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2358
 GC2358  HORZ ORDER  -  SECOND
 GC2358  VERT ORDER  -  THIRD ? (See Below)
 GC2358
 GC2358.The horizontal coordinates were established by classical geodetic methods
 GC2358.and adjusted by the National Geodetic Survey in April 1999..
 GC2358
 GC2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2358.The vertical order pertains to the NGVD 29 superseded value.
 GC2358
 GC2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2358
 GC2358.The geoid height was determined by GEOID03.
 GC2358
 GC2358;                    North         East     Units Scale Factor Converg.
 GC2358;SPC TN       -   224,205.570   516,160.688   MT  0.99998893   -0 32 48.5
 GC2358;SPC TN       -   735,581.11  1,693,437.19   sFT  0.99998893   -0 32 48.5
 GC2358;UTM  16      - 4,022,826.226   505,919.152   MT  0.99960043   +0 02 20.8
 GC2358
 GC2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2358!SPC TN       -   0.99996752  x   0.99998893  =   0.99995645
 GC2358!UTM  16      -   0.99996752  x   0.99960043  =   0.99956796
 GC2358
 GC2358|---------------------------------------------------------------------|
 GC2358| PID    Reference Object                     Distance      Geod. Az  |
 GC2358|                                                           dddmmss.s |
 GC2358| GC0866 BARNES RM 1                           4.470 METERS 00657     |
 GC2358| GC0864 BARNES RM 2                           5.904 METERS 18644     |
 GC2358| CG5540 BARNES AZ MK                                       2710006.2 |
 GC2358|---------------------------------------------------------------------|
 GC2358
 GC2358                          SUPERSEDED SURVEY CONTROL
 GC2358
 GC2358  NAD 83(1995)-  36 21 01.77026(N)    086 56 02.51586(W) AD(       ) 2
 GC2358  NAD 83(1995)-  36 21 01.77268(N)    086 56 02.51678(W) AD(       ) 2
 GC2358  NAD 83(1986)-  36 21 01.77855(N)    086 56 02.51709(W) AD(       ) 2
 GC2358  NAD 27      -  36 21 01.59709(N)    086 56 02.51212(W) AD(       ) 2
 GC2358  NGVD 29 (07/19/86)  236.48   (m)          775.9    (f) LEVELING    3  
 GC2358
 GC2358.Superseded values are not recommended for survey control.
 GC2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2358.See file dsdata.txt to determine how the superseded data were derived.
 GC2358
 GC2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0591922826(NAD 83)
 GC2358_MARKER: DD = SURVEY DISK
 GC2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2358
 GC2358  HISTORY     - Date     Condition        Report By
 GC2358  HISTORY     - 1965     MONUMENTED       TNHD
 GC2358
 GC2358                          STATION DESCRIPTION
 GC2358
 GC2358'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2358'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE SMALL COMMUNITY
 GC2358'OF PLEASANT VIEW.
 GC2358'
 GC2358'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC2358'STATE ROUTE 49 AT PLEASANT VIEW, GO 6.25 MILES SOUTHEAST TO A
 GC2358'PAVED ROAD ON THE LEFT*, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 41A
 GC2358'FOR 0.25 MILE EAST TO NEW HOPE ROAD ON THE LEFT, TURN LEFT AND GO
 GC2358'0.2 MILE NORTH ON THE PAVED ROAD TO AN UNPAINTED FRAME HOUSE ON THE
 GC2358'RIGHT AND THE STATION ON THE RIGHT, AS DESCRIBED.
 GC2358'
 GC2358'THE STATION MARK IS 5 FEET SOUTHWEST OF A FENCE POST, 4 FEET NORTH OF
 GC2358'A 3-INCH CEDAR TREE AND 2 FEET WEST OF A BARBED-WIRE FENCE.
 GC2358'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2358'DEPARTMENT DISKS AND THE DISKS ARE STAMPED BARNES 1965. THE
 GC2358'UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE. THE SURFACE
 GC2358'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2358'
 GC2358'REFERENCE MARK NO. 1 IS 117 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2358'THE HOUSE, 1 FOOT WEST OF A FENCE POST AND 1 FOOT WEST OF A
 GC2358'BARBED-WIRE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2358'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2358'STAMPED BARNES RM-1 1965.
 GC2358'
 GC2358'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF A FENCE POST AND 2 FEET
 GC2358'WEST OF THE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY
 GC2358'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2358'THE DISK IS STAMPED BARNES RM-2 1965.
 GC2358'
 GC2358'THE AZIMUTH MARK IS 37 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2358'PAVED ROAD, 25 FEET SOUTH OF UTILITY POLE NO. K28ST23 AND 3.8 FEET
 GC2358'NORTHEAST OF A WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY
 GC2358'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC2358'AND THE DISK IS STAMPED BARNES AZI 1965.
 GC2358'
 GC2358'TO REACH THE AZIMUTH MARK*, TURN LEFT AND GO 0.05 MILE NORTH ON THE
 GC2358'PAVED ROAD TO THE MARK ON THE LEFT.
 GC2358'
 GC2358'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2358'
 GC2358'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0863 ***********************************************************************
 GC0863  DESIGNATION -  BARNES AZ MK
 GC0863  PID         -  GC0863
 GC0863  STATE/COUNTY-  TN/CHEATHAM
 GC0863  USGS QUAD   -  FOREST GROVE (1994)
 GC0863
 GC0863                         *CURRENT SURVEY CONTROL
 GC0863  ___________________________________________________________________
 GC0863* NAD 83(1986)-  36 21 02.     (N)    086 56 21.     (W)     SCALED    
 GC0863* NAVD 88     -       232.661  (meters)     763.32   (feet)  ADJUSTED  
 GC0863  ___________________________________________________________________
 GC0863  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0863  DYNAMIC HT  -         232.462 (meters)     762.67  (feet)  COMP
 GC0863  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 GC0863
 GC0863  VERT ORDER  -  SECOND    CLASS 0
 GC0863
 GC0863.The horizontal coordinates were scaled from a topographic map and have
 GC0863.an estimated accuracy of +/- 6 seconds.
 GC0863
 GC0863.The orthometric height was determined by differential leveling
 GC0863.and adjusted by the National Geodetic Survey in June 1991..
 GC0863
 GC0863.The geoid height was determined by GEOID03.
 GC0863
 GC0863.The dynamic height is computed by dividing the NAVD 88
 GC0863.geopotential number by the normal gravity value computed on the
 GC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0863.degrees latitude (g = 980.6199 gals.).
 GC0863
 GC0863.The modeled gravity was interpolated from observed gravity values.
 GC0863
 GC0863;                    North         East    Units  Estimated Accuracy
 GC0863;SPC TN       -   224,220.      515,700.      MT  (+/- 180 meters Scaled)
 GC0863
 GC0863                          SUPERSEDED SURVEY CONTROL
 GC0863
 GC0863  NGVD 29 (??/??/92)  232.710  (m)          763.48   (f) ADJ UNCH    2 0
 GC0863
 GC0863.Superseded values are not recommended for survey control.
 GC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0863.See file dsdata.txt to determine how the superseded data were derived.
 GC0863
 GC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF054228(NAD 83)
 GC0863_MARKER: DD = SURVEY DISK
 GC0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0863_STAMPING: BARNES AZI 1965
 GC0863_MARK LOGO: TNHD  
 GC0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0863+STABILITY: SURFACE MOTION
 GC0863
 GC0863  HISTORY     - Date     Condition        Report By
 GC0863  HISTORY     - 1965     MONUMENTED       TNHD
 GC0863
 GC0863                          STATION DESCRIPTION
 GC0863
 GC0863'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0863'6 MI SE FROM PLEASANT VIEW.
 GC0863'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49
 GC0863'AT PLEASANT VIEW, GO 6.25 MILES SOUTHEAST TO A PAVED ROAD ON
 GC0863'THE LEFT, TURN LEFT AND GO 0.05 MILE NORTH ON THE PAVED ROAD
 GC0863'TO THE MARK ON THE LEFT, 37 FEET WEST OF THE APPROXIMATE CENTER
 GC0863'OF THE PAVED ROAD, 25 FEET SOUTH OF UTILITY POLE NO. K28ST23
 GC0863'AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC0863'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0863'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0866 ***********************************************************************
 GC0866  DESIGNATION -  BARNES RM 1
 GC0866  PID         -  GC0866
 GC0866  STATE/COUNTY-  TN/CHEATHAM
 GC0866  USGS QUAD   -  FOREST GROVE (1994)
 GC0866
 GC0866                         *CURRENT SURVEY CONTROL
 GC0866  ___________________________________________________________________
 GC0866* NAD 83(1986)-  36 21 03.     (N)    086 56 02.     (W)     SCALED    
 GC0866* NAVD 88     -       236.656  (meters)     776.43   (feet)  ADJUSTED  
 GC0866  ___________________________________________________________________
 GC0866  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0866  DYNAMIC HT  -         236.453 (meters)     775.76  (feet)  COMP
 GC0866  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0866
 GC0866  VERT ORDER  -  SECOND    CLASS 0
 GC0866
 GC0866.The horizontal coordinates were scaled from a topographic map and have
 GC0866.an estimated accuracy of +/- 6 seconds.
 GC0866
 GC0866.The orthometric height was determined by differential leveling
 GC0866.and adjusted by the National Geodetic Survey in June 1991..
 GC0866
 GC0866.The geoid height was determined by GEOID03.
 GC0866
 GC0866.The dynamic height is computed by dividing the NAVD 88
 GC0866.geopotential number by the normal gravity value computed on the
 GC0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0866.degrees latitude (g = 980.6199 gals.).
 GC0866
 GC0866.The modeled gravity was interpolated from observed gravity values.
 GC0866
 GC0866;                    North         East    Units  Estimated Accuracy
 GC0866;SPC TN       -   224,240.      516,170.      MT  (+/- 180 meters Scaled)
 GC0866
 GC0866                          SUPERSEDED SURVEY CONTROL
 GC0866
 GC0866  NGVD 29 (??/??/92)  236.704  (m)          776.59   (f) ADJ UNCH    2 0
 GC0866
 GC0866.Superseded values are not recommended for survey control.
 GC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0866.See file dsdata.txt to determine how the superseded data were derived.
 GC0866
 GC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059228(NAD 83)
 GC0866_MARKER: DD = SURVEY DISK
 GC0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0866_STAMPING: BARNES RM-1 1965
 GC0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0866+STABILITY: SURFACE MOTION
 GC0866
 GC0866  HISTORY     - Date     Condition        Report By
 GC0866  HISTORY     - 1965     MONUMENTED       TNHD
 GC0866
 GC0866                          STATION DESCRIPTION
 GC0866
 GC0866'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0866'6 MI SE FROM PLEASANT VIEW.
 GC0866'AT THE BARNES 1965 STATION SITE, 117 FEET SOUTHEAST OF THE SOUTHEAST
 GC0866'CORNER OF A HOUSE, 1 FOOT WEST OF A FENCE POST AND 1 FOOT WEST
 GC0866'OF A BARBED WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0866'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0866'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0864 ***********************************************************************
 GC0864  DESIGNATION -  BARNES RM 2
 GC0864  PID         -  GC0864
 GC0864  STATE/COUNTY-  TN/CHEATHAM
 GC0864  USGS QUAD   -  FOREST GROVE (1994)
 GC0864
 GC0864                         *CURRENT SURVEY CONTROL
 GC0864  ___________________________________________________________________
 GC0864* NAD 83(1986)-  36 21 03.     (N)    086 56 02.     (W)     SCALED    
 GC0864* NAVD 88     -       236.220  (meters)     775.00   (feet)  ADJUSTED  
 GC0864  ___________________________________________________________________
 GC0864  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0864  DYNAMIC HT  -         236.018 (meters)     774.34  (feet)  COMP
 GC0864  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0864
 GC0864  VERT ORDER  -  SECOND    CLASS 0
 GC0864
 GC0864.The horizontal coordinates were scaled from a topographic map and have
 GC0864.an estimated accuracy of +/- 6 seconds.
 GC0864
 GC0864.The orthometric height was determined by differential leveling
 GC0864.and adjusted by the National Geodetic Survey in June 1991..
 GC0864
 GC0864.The geoid height was determined by GEOID03.
 GC0864
 GC0864.The dynamic height is computed by dividing the NAVD 88
 GC0864.geopotential number by the normal gravity value computed on the
 GC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0864.degrees latitude (g = 980.6199 gals.).
 GC0864
 GC0864.The modeled gravity was interpolated from observed gravity values.
 GC0864
 GC0864;                    North         East    Units  Estimated Accuracy
 GC0864;SPC TN       -   224,240.      516,170.      MT  (+/- 180 meters Scaled)
 GC0864
 GC0864                          SUPERSEDED SURVEY CONTROL
 GC0864
 GC0864  NGVD 29 (??/??/92)  236.269  (m)          775.16   (f) ADJ UNCH    2 0
 GC0864
 GC0864.Superseded values are not recommended for survey control.
 GC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0864.See file dsdata.txt to determine how the superseded data were derived.
 GC0864
 GC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059228(NAD 83)
 GC0864_MARKER: DD = SURVEY DISK
 GC0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0864_STAMPING: BARNES RM-2 1965
 GC0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0864+STABILITY: SURFACE MOTION
 GC0864
 GC0864  HISTORY     - Date     Condition        Report By
 GC0864  HISTORY     - 1965     MONUMENTED       TNHD
 GC0864
 GC0864                          STATION DESCRIPTION
 GC0864
 GC0864'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0864'6 MI SE FROM PLEASANT VIEW.
 GC0864'AT THE BARNES 1965 STATION SITE, 3 FEET NORTHWEST OF A FENCE
 GC0864'POST AND 2 FEET WEST OF A FENCE.  IT IS A STANDARD TENNESSEE
 GC0864'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0864'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0330 ***********************************************************************
 GC0330  DESIGNATION -  BARR
 GC0330  PID         -  GC0330
 GC0330  STATE/COUNTY-  TN/SUMNER
 GC0330  USGS QUAD   -  BETHPAGE (1994)
 GC0330
 GC0330                         *CURRENT SURVEY CONTROL
 GC0330  ___________________________________________________________________
 GC0330* NAD 83(1995)-  36 26 41.26435(N)    086 21 56.97153(W)     ADJUSTED  
 GC0330* NAVD 88     -       190.440  (meters)     624.80   (feet)  ADJUSTED  
 GC0330  ___________________________________________________________________
 GC0330  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC0330  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0330  DYNAMIC HT  -         190.287 (meters)     624.30  (feet)  COMP
 GC0330  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GC0330
 GC0330  HORZ ORDER  -  SECOND
 GC0330  VERT ORDER  -  SECOND    CLASS 0
 GC0330
 GC0330.The horizontal coordinates were established by classical geodetic methods
 GC0330.and adjusted by the National Geodetic Survey in April 1999..
 GC0330
 GC0330.The orthometric height was determined by differential leveling
 GC0330.and adjusted by the National Geodetic Survey in June 1991..
 GC0330
 GC0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0330
 GC0330.The geoid height was determined by GEOID03.
 GC0330
 GC0330.The dynamic height is computed by dividing the NAVD 88
 GC0330.geopotential number by the normal gravity value computed on the
 GC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0330.degrees latitude (g = 980.6199 gals.).
 GC0330
 GC0330.The modeled gravity was interpolated from observed gravity values.
 GC0330
 GC0330;                    North         East     Units Scale Factor Converg.
 GC0330;SPC TN       -   234,331.368   567,201.956   MT  1.00000511   -0 12 51.0
 GC0330;SPC TN       -   768,802.16  1,860,895.08   sFT  1.00000511   -0 12 51.0
 GC0330;UTM  16      - 4,033,471.481   556,834.305   MT  0.99963980   +0 22 36.3
 GC0330
 GC0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0330!SPC TN       -   0.99997472  x   1.00000511  =   0.99997983
 GC0330!UTM  16      -   0.99997472  x   0.99963980  =   0.99961453
 GC0330
 GC0330|---------------------------------------------------------------------|
 GC0330| PID    Reference Object                     Distance      Geod. Az  |
 GC0330|                                                           dddmmss.s |
 GC0330| GC0331 BARR RM 3                            17.269 METERS 06905     |
 GC0330| GC0329 BARR RM 1                            11.078 METERS 06944     |
 GC0330| GC0327 BARR AZ MK                                         0695425.5 |
 GC0330| GC0332 BARR RM 2                            18.893 METERS 25229     |
 GC0330|---------------------------------------------------------------------|
 GC0330
 GC0330                          SUPERSEDED SURVEY CONTROL
 GC0330
 GC0330  NAD 83(1995)-  36 26 41.26537(N)    086 21 56.97264(W) AD(       ) 2
 GC0330  NAD 83(1995)-  36 26 41.27198(N)    086 21 56.97560(W) AD(       ) 2
 GC0330  NAD 83(1986)-  36 26 41.27411(N)    086 21 56.97534(W) AD(       ) 2
 GC0330  NAD 27      -  36 26 41.11550(N)    086 21 57.00580(W) AD(       ) 2
 GC0330  NGVD 29 (??/??/92)  190.520  (m)          625.06   (f) ADJ UNCH    2 0
 GC0330
 GC0330.Superseded values are not recommended for survey control.
 GC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0330.See file dsdata.txt to determine how the superseded data were derived.
 GC0330
 GC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5683433471(NAD 83)
 GC0330_MARKER: DD = SURVEY DISK
 GC0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0330_STAMPING: BARR 1961
 GC0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0330+STABILITY: SURFACE MOTION
 GC0330
 GC0330  HISTORY     - Date     Condition        Report By
 GC0330  HISTORY     - 1961     MONUMENTED       TNHD
 GC0330  HISTORY     - 1969     GOOD             NGS
 GC0330  HISTORY     - 1969     GOOD             CGS
 GC0330
 GC0330                          STATION DESCRIPTION
 GC0330
 GC0330'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0330'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF GALLATIN.
 GC0330'
 GC0330'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON
 GC0330'STATE ROUTE 6 FOR 5.95 MILES TO A DRIVEWAY ON THE LEFT AT THE
 GC0330'SIDEVIEW STORE.  TURN LEFT ON THIS DRIVEWAY AND GO NORTH FOR 0.05
 GC0330'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC0330'
 GC0330'THE STATION IS 210 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC0330'ROUTE 6, 72 FEET WEST OF A NORTH-SOUTH FENCE, 51 FEET WEST OF THE
 GC0330'APPROXIMATE CENTER OF THE DRIVEWAY, AND 1.8 FEET SOUTH OF A WITNESS
 GC0330'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC0330'HIGHWAY DEPARTMENT DISK STAMPED BARR 1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 1 IS 36 FEET WEST OF A NORTH-SOUTH FENCE AND 15
 GC0330'FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.  THE MARK IS A
 GC0330'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0330'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED BARR RM-1
 GC0330'1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 2 IS 279 FEET SOUTH OF THE SOUTHEAST CORNER OF MR.
 GC0330'BARRS HOUSE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0330'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC0330'IS STAMPED BARR RM-2 1961.
 GC0330'
 GC0330'THE AZIMUTH MARK IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC0330'ROUTE 6, 24 FEET EAST OF THE APPROXIMATE CENTER OF ROCK BRIDGE ROAD,
 GC0330'9 FEET NORTH OF A FENCE, 2 FEET WEST OF A FENCE, AND 1.4 FEET WEST OF
 GC0330'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0330'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0330'AND THE DISK IS STAMPED BARR AZI 1961.
 GC0330'
 GC0330'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 GC0330'ROUTE 6 FOR 0.25 OF A MILE TO THE JUNCTION OF ROCK BRIDGE ROAD
 GC0330'AND THE MARK ON THE LEFT AS DESCRIBED.
 GC0330'
 GC0330'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 GC0330
 GC0330                          STATION RECOVERY (1969)
 GC0330
 GC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GC0330'6 MI NE FROM GALLATIN.
 GC0330'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 31E AND
 GC0330'STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY COURTHOUSE SQUARE
 GC0330'IN GALLATIN, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 5.9 MILES
 GC0330'TO A ROCK CUT AND TRAVERSE STATION BARR 1961 ON THE LEFT AT TOP OF
 GC0330'THIS ROCK CUT.  IT IS 61.98 FEET EAST-NORTHEAST OF BARR R.M. 2,
 GC0330'61 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC0330'HIGHWAY 31E, 56.65 FEET WEST-SOUTHWEST OF BARR R.M. 3, 19 FEET
 GC0330'NORTHWEST OF THE TOP OF THE NORTHWEST FACE OF THE ROCK CUT, 1.8
 GC0330'FEET EAST OF A 6-INCH, SQUARE, CONCRETE RIGHT-OF-WAY MARKER POST,
 GC0330'1.1 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 20
 GC0330'FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD TENNESSEE
 GC0330'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0330'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARR 1961.
 GC0330
 GC0330                          STATION RECOVERY (1969)
 GC0330
 GC0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC0330'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GC0330'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED BY
 GC0330'EITHER BLASTING OR GRADING OPERATIONS, DURING THE CONSTRUCTIONS OF
 GC0330'NEW U.S. HIGHWAY 31E.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED,
 GC0330'A DISCREPANCY OF - 0.01 OF A FOOT WAS NOTED IN THE HORIZONTAL
 GC0330'MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 2,
 GC0330'HOWEVER, THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE
 GC0330'MARK NO. 2 CHECKED THE 1961 OBSERVATIONS WITHIN THE ALLOWABLE.
 GC0330'ALL MARKS AT THIS STATION WERE BENCH MARKS AND THE ELEVATION
 GC0330'BETWEEN BENCH MARK BARR AND BENCH MARK BARR RM-2 WAS CHECKED AND A
 GC0330'DISCREPANCY OF 0.040 OF A FOOT NOTED.  AN ELEVATION WAS TRANSFERRED
 GC0330'TO NEW REFERENCE MARK BARR 1961 NO 3 1969 USING BENCH MARK BARR 1961
 GC0330'AS THE STARTING ELEVATION.
 GC0330'
 GC0330'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC0330'
 GC0330'THE STATION IS LOCATED ATOP A ROCK CUT ALONG THE NORTHWEST
 GC0330'RIGHT-OF-WAY OF U.S. HIGHWAY 31E, ABOUT 6 MILES NORTHEAST OF
 GC0330'GALLATIN.
 GC0330'
 GC0330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE
 GC0330'ROUTE 109, JUST WEST OF THE SUMNER COUNTY COURTHOUSE SQUARE
 GC0330'IN GALLATIN, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 5.9 MILES TO A
 GC0330'ROCK CUT AND THE STATION ON THE LEFT AT TOP OF THIS ROCK CUT AS
 GC0330'DESCRIBED.
 GC0330'
 GC0330'THE STATION IS 61 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE CENTER OF
 GC0330'U.S. HIGHWAY 31E, 19 FEET NORTHWEST OF THE TOP OF THE NORTHWEST
 GC0330'FACE OF THE ROCK CUT, 1.8 FEET EAST OF A 6-INCH SQUARE, CONCRETE
 GC0330'RIGHT-OF-WAY MARKER POST, 1.1 FEET SOUTHEAST OF A METAL WITNESS
 GC0330'POST AND SIGN, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT
 GC0330'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC0330'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0330'STAMPED BARR 1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 2 IS 280 FEET SOUTH OF THE SOUTH CORNER OF A LOG
 GC0330'HOUSE, 80 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC0330'HIGHWAY 31E, 37 FEET NORTHWEST OF THE NORTHWEST FACE OF THE ROCK CUT,
 GC0330'AND ABOUT 22 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 GC0330'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0330'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARR RM-2
 GC0330'1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 3 IS 64 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GC0330'GRAVELED DRIVE LEADING TO THE LOG HOUSE, 47 FEET (SLOPE) NORTHWEST
 GC0330'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E, 4 FEET NORTHWEST OF
 GC0330'THE NORTHWEST FACE OF THE ROCK CUT, AND ABOUT 15 FEET ABOVE THE LEVEL
 GC0330'OF THE HIGHWAY.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0330'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GC0330'STAMPED BARR 1961 RM-3 1969.
 GC0330'
 GC0330'DUE TO THE NEARNESS OF THE REFERENCE MARKS IN A LINE ACROSS THE
 GC0330'STATION AND THE DIFFERENCE IN ELEVATIONS INVOLVED, NO EFFORT WAS
 GC0330'MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC0330'
 GC0330'THE AZIMUTH MARK IS 93 FEET NORTHEAST OF UTILITY POLE NO. 1751, 46
 GC0330'FEET SOUTHWEST OF UTILITY POLE NO. 1750, 24 FEET EAST OF THE
 GC0330'APPROXIMATE CENTER OF A PAVED ROAD, 2 FEET WEST OF A WIRE FENCE, AND
 GC0330'1.3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0330'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0330'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0330'BARR AZI 1961.
 GC0330'
 GC0330'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GC0330'U.S. HIGHWAY 31E FOR 0.25 OF A MILE TO A CROSSROAD, HERE
 GC0330'TURN RIGHT AND GO SOUTHEASTERLY FOR ABOUT 0.05 OF A MILE TO THE MARK
 GC0330'ON THE LEFT AS DESCRIBED.
 GC0330'
 GC0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 6 MILES NE OF
 GC0330'GALLATIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0327 ***********************************************************************
 GC0327  DESIGNATION -  BARR AZ MK
 GC0327  PID         -  GC0327
 GC0327  STATE/COUNTY-  TN/SUMNER
 GC0327  USGS QUAD   -  BETHPAGE (1994)
 GC0327
 GC0327                         *CURRENT SURVEY CONTROL
 GC0327  ___________________________________________________________________
 GC0327* NAD 83(1986)-  36 26 47.     (N)    086 21 39.     (W)     SCALED    
 GC0327* NAVD 88     -       178.479  (meters)     585.56   (feet)  ADJUSTED  
 GC0327  ___________________________________________________________________
 GC0327  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0327  DYNAMIC HT  -         178.336 (meters)     585.09  (feet)  COMP
 GC0327  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0327
 GC0327  VERT ORDER  -  SECOND    CLASS 0
 GC0327
 GC0327.The horizontal coordinates were scaled from a topographic map and have
 GC0327.an estimated accuracy of +/- 6 seconds.
 GC0327
 GC0327.The orthometric height was determined by differential leveling
 GC0327.and adjusted by the National Geodetic Survey in June 1991..
 GC0327
 GC0327.The geoid height was determined by GEOID03.
 GC0327
 GC0327.The dynamic height is computed by dividing the NAVD 88
 GC0327.geopotential number by the normal gravity value computed on the
 GC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0327.degrees latitude (g = 980.6199 gals.).
 GC0327
 GC0327.The modeled gravity was interpolated from observed gravity values.
 GC0327
 GC0327;                    North         East    Units  Estimated Accuracy
 GC0327;SPC TN       -   234,510.      567,650.      MT  (+/- 180 meters Scaled)
 GC0327
 GC0327                          SUPERSEDED SURVEY CONTROL
 GC0327
 GC0327  NGVD 29 (??/??/??)  178.59   (m)          585.9    (f) RESET       3  
 GC0327
 GC0327.Superseded values are not recommended for survey control.
 GC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0327.See file dsdata.txt to determine how the superseded data were derived.
 GC0327
 GC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF572336(NAD 83)
 GC0327_MARKER: DD = SURVEY DISK
 GC0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0327_STAMPING: BARR AZI 1961
 GC0327_MARK LOGO: TNHD  
 GC0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0327+STABILITY: SURFACE MOTION
 GC0327
 GC0327  HISTORY     - Date     Condition        Report By
 GC0327  HISTORY     - 1961     MONUMENTED       TNHD
 GC0327  HISTORY     - 1969     GOOD             NGS
 GC0327
 GC0327                          STATION DESCRIPTION
 GC0327
 GC0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0327'6.2 MI NE FROM GALLATIN.
 GC0327'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 31E AND
 GC0327'STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY COURTHOUSE SQUARE
 GC0327'IN GALLATIN, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 6.25 MILES
 GC0327'TO A CROSSROAD, HERE TURN RIGHT AND GO SOUTHEASTERLY FOR ABOUT
 GC0327'0.05 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS ABOUT
 GC0327'0.25 OF A MILE EAST-NORTHEAST OF TRAVERSE STATION BARR 1961, 93
 GC0327'FEET NORTHEAST OF UTILITY POLE NO. 1751, 46 FEET SOUTHWEST OF
 GC0327'UTILITY POLE NO. 1750, 24 FEET EAST OF THE APPROXIMATE CENTER
 GC0327'OF A PAVED ROAD, 2 FEET WEST OF A WIRE FENCE, AND 1.3 FEET
 GC0327'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC0327'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0327'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0327'BARR AZI 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0329 ***********************************************************************
 GC0329  DESIGNATION -  BARR RM 1
 GC0329  PID         -  GC0329
 GC0329  STATE/COUNTY-  TN/SUMNER
 GC0329  USGS QUAD   -  BETHPAGE (1994)
 GC0329
 GC0329                         *CURRENT SURVEY CONTROL
 GC0329  ___________________________________________________________________
 GC0329* NAD 83(1986)-  36 26 42.     (N)    086 21 57.     (W)     SCALED    
 GC0329* NAVD 88     -       189.790  (meters)     622.67   (feet)  ADJUSTED  
 GC0329  ___________________________________________________________________
 GC0329  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0329  DYNAMIC HT  -         189.638 (meters)     622.17  (feet)  COMP
 GC0329  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GC0329
 GC0329  VERT ORDER  -  SECOND    CLASS 0
 GC0329
 GC0329.The horizontal coordinates were scaled from a topographic map and have
 GC0329.an estimated accuracy of +/- 6 seconds.
 GC0329
 GC0329.The orthometric height was determined by differential leveling
 GC0329.and adjusted by the National Geodetic Survey in June 1991..
 GC0329
 GC0329.The geoid height was determined by GEOID03.
 GC0329
 GC0329.The dynamic height is computed by dividing the NAVD 88
 GC0329.geopotential number by the normal gravity value computed on the
 GC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0329.degrees latitude (g = 980.6199 gals.).
 GC0329
 GC0329.The modeled gravity was interpolated from observed gravity values.
 GC0329
 GC0329;                    North         East    Units  Estimated Accuracy
 GC0329;SPC TN       -   234,350.      567,200.      MT  (+/- 180 meters Scaled)
 GC0329
 GC0329                          SUPERSEDED SURVEY CONTROL
 GC0329
 GC0329  NGVD 29 (??/??/92)  189.871  (m)          622.94   (f) ADJ UNCH    2 0
 GC0329
 GC0329.Superseded values are not recommended for survey control.
 GC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0329.See file dsdata.txt to determine how the superseded data were derived.
 GC0329
 GC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF568334(NAD 83)
 GC0329_MARKER: DD = SURVEY DISK
 GC0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0329_STAMPING: BARR RM-1 1961
 GC0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0329+STABILITY: SURFACE MOTION
 GC0329
 GC0329  HISTORY     - Date     Condition        Report By
 GC0329  HISTORY     - 1961     MONUMENTED       TNHD
 GC0329
 GC0329                          STATION DESCRIPTION
 GC0329
 GC0329'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0329'6 MI NE FROM GALLATIN.
 GC0329'THIS MARK IS LOCATED AT THE BARR 1961 STATION SITE, 36 FEET WEST
 GC0329'OF A NORTH-SOUTH FENCE AND 15 FEET WEST OF THE CENTERLINE OF A
 GC0329'DRIVEWAY.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0329'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0332 ***********************************************************************
 GC0332  DESIGNATION -  BARR RM 2
 GC0332  PID         -  GC0332
 GC0332  STATE/COUNTY-  TN/SUMNER
 GC0332  USGS QUAD   -  BETHPAGE (1994)
 GC0332
 GC0332                         *CURRENT SURVEY CONTROL
 GC0332  ___________________________________________________________________
 GC0332* NAD 83(1986)-  36 26 42.     (N)    086 21 57.     (W)     SCALED    
 GC0332* NAVD 88     -       191.188  (meters)     627.26   (feet)  ADJUSTED  
 GC0332  ___________________________________________________________________
 GC0332  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0332  DYNAMIC HT  -         191.034 (meters)     626.75  (feet)  COMP
 GC0332  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GC0332
 GC0332  VERT ORDER  -  SECOND    CLASS 0
 GC0332
 GC0332.The horizontal coordinates were scaled from a topographic map and have
 GC0332.an estimated accuracy of +/- 6 seconds.
 GC0332
 GC0332.The orthometric height was determined by differential leveling
 GC0332.and adjusted by the National Geodetic Survey in June 1991..
 GC0332
 GC0332.The geoid height was determined by GEOID03.
 GC0332
 GC0332.The dynamic height is computed by dividing the NAVD 88
 GC0332.geopotential number by the normal gravity value computed on the
 GC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0332.degrees latitude (g = 980.6199 gals.).
 GC0332
 GC0332.The modeled gravity was interpolated from observed gravity values.
 GC0332
 GC0332;                    North         East    Units  Estimated Accuracy
 GC0332;SPC TN       -   234,350.      567,200.      MT  (+/- 180 meters Scaled)
 GC0332
 GC0332                          SUPERSEDED SURVEY CONTROL
 GC0332
 GC0332  NGVD 29 (??/??/92)  191.269  (m)          627.52   (f) ADJ UNCH    2 0
 GC0332
 GC0332.Superseded values are not recommended for survey control.
 GC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0332.See file dsdata.txt to determine how the superseded data were derived.
 GC0332
 GC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF568334(NAD 83)
 GC0332_MARKER: DD = SURVEY DISK
 GC0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0332_STAMPING: BARR RM-2 1961
 GC0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0332+STABILITY: SURFACE MOTION
 GC0332
 GC0332  HISTORY     - Date     Condition        Report By
 GC0332  HISTORY     - 1961     MONUMENTED       TNHD
 GC0332  HISTORY     - 1969     GOOD             NGS
 GC0332
 GC0332                          STATION DESCRIPTION
 GC0332
 GC0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0332'6 MI NE FROM GALLATIN.
 GC0332'THIS MARK IS AT THE BARR 1961 TRAVERSE STATION SITE, 5.9 MILES
 GC0332'NORTHEAST ALONG U.S. HIGHWAY 31E FROM THE JUNCTION OF U.S.
 GC0332'HIGHWAY 31E AND STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY
 GC0332'COURTHOUSE SQUARE IN GALLATIN.  IT IS 280 FEET SOUTH OF THE SOUTH
 GC0332'CORNER OF A LOG HOUSE, 80 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE
 GC0332'CENTER OF U.S. HIGHWAY 31E, 61.98 FEET WEST-SOUTHWEST OF BARR
 GC0332'1961, 37 FEET NORTHWEST OF THE NORTHWEST FACE OF A ROCK CUT, AND
 GC0332'ABOUT 22 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 GC0332'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0332'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARR
 GC0332'RM-2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0331 ***********************************************************************
 GC0331  DESIGNATION -  BARR RM 3
 GC0331  PID         -  GC0331
 GC0331  STATE/COUNTY-  TN/SUMNER
 GC0331  USGS QUAD   -  BETHPAGE (1994)
 GC0331
 GC0331                         *CURRENT SURVEY CONTROL
 GC0331  ___________________________________________________________________
 GC0331* NAD 83(1986)-  36 26 42.     (N)    086 21 57.     (W)     SCALED    
 GC0331* NAVD 88     -       188.62   (meters)     618.8    (feet)  RESET     
 GC0331  ___________________________________________________________________
 GC0331  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0331
 GC0331  VERT ORDER  -  THIRD
 GC0331
 GC0331.The horizontal coordinates were scaled from a topographic map and have
 GC0331.an estimated accuracy of +/- 6 seconds.
 GC0331
 GC0331.The orthometric height was computed from unverified reset data.
 GC0331
 GC0331.The geoid height was determined by GEOID03.
 GC0331
 GC0331;                    North         East    Units  Estimated Accuracy
 GC0331;SPC TN       -   234,350.      567,200.      MT  (+/- 180 meters Scaled)
 GC0331
 GC0331                          SUPERSEDED SURVEY CONTROL
 GC0331
 GC0331.No superseded survey control is available for this station.
 GC0331
 GC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF568334(NAD 83)
 GC0331_MARKER: DD = SURVEY DISK
 GC0331_SETTING: 66 = SET IN ROCK OUTCROP
 GC0331_SP_SET: BEDROCK
 GC0331_STAMPING: BARR 1961 RM-3 1969
 GC0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0331+STABILITY: POSITION/ELEVATION WELL
 GC0331
 GC0331  HISTORY     - Date     Condition        Report By
 GC0331  HISTORY     - 1969     MONUMENTED       CGS
 GC0331  HISTORY     - 1986     GOOD             LOCSUR
 GC0331
 GC0331                          STATION DESCRIPTION
 GC0331
 GC0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0331'6 MI NE FROM GALLATIN.
 GC0331'THIS MARK IS AT THE BARR 1961 TRAVERSE STATION SITE, 5.9 MILES
 GC0331'NORTHEAST ALONG U.S. HIGHWAY 31E FROM THE JUNCTION OF U.S.
 GC0331'HIGHWAY 31E AND STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY
 GC0331'COURTHOUSE SQUARE IN GALLATIN.  IT IS 64 FEET SOUTH OF THE
 GC0331'APPROXIMATE CENTER OF A GRAVELED DRIVE LEADING TO A LOG HOUSE,
 GC0331'56.65 FEET EAST-NORTHEAST OF BARR 1961, 47 FEET (SLOPE) NORTHWEST
 GC0331'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E, 4 FEET NORTHWEST
 GC0331'OF THE NORTHWEST FACE OF A ROCK CUT, AND ABOUT 15 FEET ABOVE THE
 GC0331'LEVEL OF THE HIGHWAY.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0331'DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GC0331'AND THE DISK IS STAMPED BARR 1961 RM-3 1969.
 GC0331
 GC0331                          STATION RECOVERY (1986)
 GC0331
 GC0331'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 GC0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1141 ***********************************************************************
 FD1141  DESIGNATION -  BARREN
 FD1141  PID         -  FD1141
 FD1141  STATE/COUNTY-  TN/HUMPHREYS
 FD1141  USGS QUAD   -  BUCKSNORT (1968)
 FD1141
 FD1141                         *CURRENT SURVEY CONTROL
 FD1141  ___________________________________________________________________
 FD1141* NAD 83(1995)-  35 52 42.94734(N)    087 44 45.66167(W)     ADJUSTED  
 FD1141* NAVD 88     -       159.720  (meters)     524.01   (feet)  ADJUSTED  
 FD1141  ___________________________________________________________________
 FD1141  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FD1141  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1141  DYNAMIC HT  -         159.583 (meters)     523.57  (feet)  COMP
 FD1141  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1141
 FD1141  HORZ ORDER  -  SECOND
 FD1141  VERT ORDER  -  SECOND    CLASS 0
 FD1141
 FD1141.The horizontal coordinates were established by classical geodetic methods
 FD1141.and adjusted by the National Geodetic Survey in April 1999..
 FD1141
 FD1141.The orthometric height was determined by differential leveling
 FD1141.and adjusted by the National Geodetic Survey in June 1991..
 FD1141
 FD1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1141
 FD1141.The geoid height was determined by GEOID03.
 FD1141
 FD1141.The dynamic height is computed by dividing the NAVD 88
 FD1141.geopotential number by the normal gravity value computed on the
 FD1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1141.degrees latitude (g = 980.6199 gals.).
 FD1141
 FD1141.The modeled gravity was interpolated from observed gravity values.
 FD1141
 FD1141;                    North         East     Units Scale Factor Converg.
 FD1141;SPC TN       -   172,851.771   442,348.173   MT  0.99994870   -1 01 19.9
 FD1141;SPC TN       -   567,097.85  1,451,270.63   sFT  0.99994870   -1 01 19.9
 FD1141;UTM  16      - 3,970,740.107   432,659.746   MT  0.99965588   -0 26 14.0
 FD1141
 FD1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1141!SPC TN       -   0.99997939  x   0.99994870  =   0.99992809
 FD1141!UTM  16      -   0.99997939  x   0.99965588  =   0.99963528
 FD1141
 FD1141|---------------------------------------------------------------------|
 FD1141| PID    Reference Object                     Distance      Geod. Az  |
 FD1141|                                                           dddmmss.s |
 FD1141| FD1139 BARREN RM 1                          22.040 METERS 00858     |
 FD1141| FD1630 BUFFALO                             APPROX. 2.7 KM 2854737.3 |
 FD1141| FD1140 BARREN RM 2                          17.277 METERS 29642     |
 FD1141|---------------------------------------------------------------------|
 FD1141
 FD1141                          SUPERSEDED SURVEY CONTROL
 FD1141
 FD1141  NAD 83(1995)-  35 52 42.94894(N)    087 44 45.66514(W) AD(       ) 2
 FD1141  NAD 83(1986)-  35 52 42.95758(N)    087 44 45.66237(W) AD(       ) 2
 FD1141  NAD 27      -  35 52 42.72810(N)    087 44 45.58070(W) AD(       ) 2
 FD1141  NGVD 29 (??/??/92)  159.752  (m)          524.12   (f) ADJ UNCH    2 0
 FD1141
 FD1141.Superseded values are not recommended for survey control.
 FD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1141.See file dsdata.txt to determine how the superseded data were derived.
 FD1141
 FD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3266070740(NAD 83)
 FD1141_MARKER: DE = TRAVERSE STATION DISK
 FD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1141_STAMPING: BARREN 1959
 FD1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1141+STABILITY: SURFACE MOTION
 FD1141
 FD1141  HISTORY     - Date     Condition        Report By
 FD1141  HISTORY     - 1959     MONUMENTED       CGS
 FD1141  HISTORY     - 1967     GOOD             CGS
 FD1141  HISTORY     - 1967     GOOD             NGS
 FD1141
 FD1141                          STATION DESCRIPTION
 FD1141
 FD1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1141'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF WAVERLY, 3.5 MILES
 FD1141'EAST OF BUFFALO, 3
 FD1141'MILES WEST-NORTHWEST OF ONLY AND ABOUT 500 FEET NORTH OF
 FD1141'THE PROPOSED CENTER LINE OF
 FD1141'THE INTERSTATE HIGHWAY.
 FD1141'
 FD1141'TO REACH FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE HIGHWAY 13 AT
 FD1141'THE COURTHOUSE IN
 FD1141'WAVERLY, GO SOUTH ON STATE HIGHWAY 13 FOR 10.85 MILES
 FD1141'TO A STEEL BRIDGE OVER DUCK
 FD1141'RIVER, CONTINUE SOUTH ON STATE HIGHWAY 13
 FD1141'FOR 4.35 MILES TO A GRAVELED SIDE ROAD LEFT,
 FD1141'(THIS IS 0.05 MILE
 FD1141'BEFORE REACHING ESSO SERVICE STATION AND STORE) TURN LEFT AND
 FD1141'GO EASTERLY
 FD1141'ON GRAVELED ROAD FOR 3.15 MILES TO A DIM TRACK LEFT LEADING
 FD1141'INTO THE WOODS, (ABOUT 50
 FD1141'YARDS BEFORE REACHING A SIDE ROAD RIGHT AND
 FD1141'MAIL BOX) TURN LEFT ON DIM TRACK ROAD AND GO
 FD1141'0.05 MILE NORTH, THENCE
 FD1141'WEST 0.05 MILE TO THE TOP OF SOUTHERN END OF RIDGE AND STATION.
 FD1141'
 FD1141'NOTE-A 4 WHEEL VEHICLE IS NECESSARY FOR DIM TRACK ROAD IN WOODS.
 FD1141'
 FD1141'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BARREN 1959.
 FD1141'THE DISK IS CEMENTED IN A
 FD1141'10-INCH SQUARE CONCRETE POST, WHICH IS FLUSH WITH THE
 FD1141'SURFACE OF THE GROUND.  IT IS
 FD1141'ABOUT 50 YARDS NORTH OF THE
 FD1141'BUFFALO-ONLY COUNTY ROAD, 33 FEET
 FD1141'SOUTH-SOUTHEAST OF A 12-INCH
 FD1141'TRIANGULAR BLAZED OAK TREE, 9 FEET SOUTH-SOUTHEAST
 FD1141'OF A WITNESS SIGN
 FD1141'AND SET ON THE EXTREME SOUTH END OF A WOODED RIDGE ABOUT 60 FEET
 FD1141'ABOVE THE LEVEL OF
 FD1141'THE BUFFALO-ONLY COUNTY ROAD.
 FD1141'
 FD1141'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD1141'36 INCHES BELOW THE
 FD1141'SURFACE OF THE GROUND AND IS STAMPED BARREN 1959.
 FD1141'
 FD1141'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED BARREN NO 1
 FD1141'1959.  THE DISK IS CEMENTED
 FD1141'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1141'INCHES ABOVE THE SURFACE OF THE
 FD1141'GROUND.  IT IS SET ON THE
 FD1141'NORTHEASTERN SLOPE OF RIDGE AND ABOUT THE SAME
 FD1141'ELEVATION AS THE STATION MARK.
 FD1141'
 FD1141'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED BARREN NO 2
 FD1141'1959.  THE DISK IS CEMENTED
 FD1141'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 1
 FD1141'INCH ABOVE THE SURFACE OF THE
 FD1141'GROUND.  IT IS 32 FEET WEST OF A
 FD1141'TRIANGULAR BLAZED OAK TREE AND ABOUT 4 FEET
 FD1141'HIGHER THAN THE STATION MARK.
 FD1141'
 FD1141'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1141'SUITABLE SITE.
 FD1141'
 FD1141'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FD1141
 FD1141                          STATION RECOVERY (1967)
 FD1141
 FD1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1141'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD1141'GOOD CONDITION.  HOWEVER, THE ORIGINAL TO-REACH IS NO LONGER
 FD1141'COMPLETELY ADEQUATE.
 FD1141'
 FD1141'FOLLOWING IS A NEW AND MORE ACCURATE STATION TO-REACH.
 FD1141'
 FD1141'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9 MILES
 FD1141'NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE ROUTE 13
 FD1141'FOR 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.  HERE TURN RIGHT ON
 FD1141'THIS GRAVELED ROAD AND GO EASTERLY FOR 3.2 MILES TO A ROAD CUT ON
 FD1141'THE LEFT.  HERE PACK UP STEEP BANK NORTH FOR ABOUT 0.05 MILE TO
 FD1141'THE STATION ON THE SOUTH END OF A RIDGE AS DESCRIBED.
 FD1141
 FD1141                          STATION RECOVERY (1967)
 FD1141
 FD1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FD1141'3.7 MI E FROM BUFFALO.
 FD1141'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1141'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE
 FD1141'ROUTE 13 FOR 0.15 MILE TO A GRAVELED ROAD RIGHT.  HERE TURN
 FD1141'RIGHT ON THIS GRAVELED ROAD AND GO EASTERLY FOR 3.2 MILES TO
 FD1141'A ROAD CUT ON THE LEFT.  HERE PACK UP STEEP BANK NORTH FOR
 FD1141'ABOUT 0.05 MILE TO THE MARK ON THE SOUTH END OF A RIDGE.  IT
 FD1141'IS 33 FEET SOUTH-SOUTHEAST OF A 12-INCH, TRIANGLE BLAZED OAK
 FD1141'TREE, 9.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 FD1141'SIGN, AND ABOUT 60 FEET ABOVE THE ELEVATION OF THE GRAVELED
 FD1141'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1141'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARREN
 FD1141'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1139 ***********************************************************************
 FD1139  DESIGNATION -  BARREN RM 1
 FD1139  PID         -  FD1139
 FD1139  STATE/COUNTY-  TN/HUMPHREYS
 FD1139  USGS QUAD   -  BUCKSNORT (1968)
 FD1139
 FD1139                         *CURRENT SURVEY CONTROL
 FD1139  ___________________________________________________________________
 FD1139* NAD 83(1986)-  35 52 42.     (N)    087 44 45.     (W)     SCALED    
 FD1139* NAVD 88     -       159.754  (meters)     524.13   (feet)  ADJUSTED  
 FD1139  ___________________________________________________________________
 FD1139  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1139  DYNAMIC HT  -         159.617 (meters)     523.68  (feet)  COMP
 FD1139  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1139
 FD1139  VERT ORDER  -  SECOND    CLASS 0
 FD1139
 FD1139.The horizontal coordinates were scaled from a topographic map and have
 FD1139.an estimated accuracy of +/- 6 seconds.
 FD1139
 FD1139.The orthometric height was determined by differential leveling
 FD1139.and adjusted by the National Geodetic Survey in June 1991..
 FD1139
 FD1139.The geoid height was determined by GEOID03.
 FD1139
 FD1139.The dynamic height is computed by dividing the NAVD 88
 FD1139.geopotential number by the normal gravity value computed on the
 FD1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1139.degrees latitude (g = 980.6199 gals.).
 FD1139
 FD1139.The modeled gravity was interpolated from observed gravity values.
 FD1139
 FD1139;                    North         East    Units  Estimated Accuracy
 FD1139;SPC TN       -   172,820.      442,360.      MT  (+/- 180 meters Scaled)
 FD1139
 FD1139                          SUPERSEDED SURVEY CONTROL
 FD1139
 FD1139  NGVD 29 (??/??/92)  159.786  (m)          524.23   (f) ADJ UNCH    2 0
 FD1139
 FD1139.Superseded values are not recommended for survey control.
 FD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1139.See file dsdata.txt to determine how the superseded data were derived.
 FD1139
 FD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE326707(NAD 83)
 FD1139_MARKER: DR = REFERENCE MARK DISK
 FD1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1139_STAMPING: BARREN NO 1 1959
 FD1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1139+STABILITY: SURFACE MOTION
 FD1139
 FD1139  HISTORY     - Date     Condition        Report By
 FD1139  HISTORY     - 1959     MONUMENTED       CGS
 FD1139  HISTORY     - 1967     GOOD             NGS
 FD1139
 FD1139                          STATION DESCRIPTION
 FD1139
 FD1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1139'3.7 MI E FROM BUFFALO.
 FD1139'THIS MARK IS LOCATED AT THE BARREN 1959 TRAVERSE STATION SITE,
 FD1139'72.3 FEET NORTH OF THE STATION MARK, ON THE NORTHEAST SLOPE
 FD1139'OF THE HILL AND ABOUT THE SAME ELEVATION AS THE STATION.  IT
 FD1139'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1139'MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FD1139'BARREN NO 1 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1140 ***********************************************************************
 FD1140  DESIGNATION -  BARREN RM 2
 FD1140  PID         -  FD1140
 FD1140  STATE/COUNTY-  TN/HUMPHREYS
 FD1140  USGS QUAD   -  BUCKSNORT (1968)
 FD1140
 FD1140                         *CURRENT SURVEY CONTROL
 FD1140  ___________________________________________________________________
 FD1140* NAD 83(1986)-  35 52 42.     (N)    087 44 45.     (W)     SCALED    
 FD1140* NAVD 88     -       161.473  (meters)     529.77   (feet)  ADJUSTED  
 FD1140  ___________________________________________________________________
 FD1140  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1140  DYNAMIC HT  -         161.334 (meters)     529.31  (feet)  COMP
 FD1140  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1140
 FD1140  VERT ORDER  -  SECOND    CLASS 0
 FD1140
 FD1140.The horizontal coordinates were scaled from a topographic map and have
 FD1140.an estimated accuracy of +/- 6 seconds.
 FD1140
 FD1140.The orthometric height was determined by differential leveling
 FD1140.and adjusted by the National Geodetic Survey in June 1991..
 FD1140
 FD1140.The geoid height was determined by GEOID03.
 FD1140
 FD1140.The dynamic height is computed by dividing the NAVD 88
 FD1140.geopotential number by the normal gravity value computed on the
 FD1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1140.degrees latitude (g = 980.6199 gals.).
 FD1140
 FD1140.The modeled gravity was interpolated from observed gravity values.
 FD1140
 FD1140;                    North         East    Units  Estimated Accuracy
 FD1140;SPC TN       -   172,820.      442,360.      MT  (+/- 180 meters Scaled)
 FD1140
 FD1140                          SUPERSEDED SURVEY CONTROL
 FD1140
 FD1140  NGVD 29 (??/??/92)  161.505  (m)          529.87   (f) ADJ UNCH    2 0
 FD1140
 FD1140.Superseded values are not recommended for survey control.
 FD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1140.See file dsdata.txt to determine how the superseded data were derived.
 FD1140
 FD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE326707(NAD 83)
 FD1140_MARKER: DR = REFERENCE MARK DISK
 FD1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1140_STAMPING: BARREN NO 2 1959
 FD1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1140+STABILITY: SURFACE MOTION
 FD1140
 FD1140  HISTORY     - Date     Condition        Report By
 FD1140  HISTORY     - 1959     MONUMENTED       CGS
 FD1140  HISTORY     - 1967     GOOD             NGS
 FD1140
 FD1140                          STATION DESCRIPTION
 FD1140
 FD1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1140'3.7 MI E FROM BUFFALO.
 FD1140'THIS MARK IS LOCATED AT THE BARREN 1959 TRAVERSE STATION SITE,
 FD1140'57.7 FEET WEST-NORTHWEST OF THE STATION MARK, 32 FEET WEST OF A
 FD1140'12-INCH TRIANGLE BLAZED OAK TREE AND ABOUT 5 1/2 FEET ABOVE THE
 FD1140'ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FD1140'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECT ABOUT
 FD1140'2 INCHES AND THE DISK IS STAMPED BARREN NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1248 ***********************************************************************
 FE1248  DESIGNATION -  BARTLETT
 FE1248  PID         -  FE1248
 FE1248  STATE/COUNTY-  TN/SHELBY
 FE1248  USGS QUAD   -  ELLENDALE (1993)
 FE1248
 FE1248                         *CURRENT SURVEY CONTROL
 FE1248  ___________________________________________________________________
 FE1248* NAD 83(1995)-  35 12 03.80439(N)    089 50 18.58763(W)     ADJUSTED  
 FE1248* NAVD 88     -        97.812  (meters)     320.90   (feet)  ADJUSTED  
 FE1248  ___________________________________________________________________
 FE1248  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FE1248  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1248  DYNAMIC HT  -          97.724 (meters)     320.62  (feet)  COMP
 FE1248  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE1248
 FE1248  HORZ ORDER  -  SECOND
 FE1248  VERT ORDER  -  FIRST     CLASS II
 FE1248
 FE1248.The horizontal coordinates were established by classical geodetic methods
 FE1248.and adjusted by the National Geodetic Survey in April 1999..
 FE1248
 FE1248.The orthometric height was determined by differential leveling
 FE1248.and adjusted by the National Geodetic Survey in June 1991..
 FE1248
 FE1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1248
 FE1248.The geoid height was determined by GEOID03.
 FE1248
 FE1248.The dynamic height is computed by dividing the NAVD 88
 FE1248.geopotential number by the normal gravity value computed on the
 FE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1248.degrees latitude (g = 980.6199 gals.).
 FE1248
 FE1248.The modeled gravity was interpolated from observed gravity values.
 FE1248
 FE1248;                    North         East     Units Scale Factor Converg.
 FE1248;SPC TN       -   103,128.595   250,536.417   MT  1.00000900   -2 14 50.0
 FE1248;SPC TN       -   338,347.73    821,968.23   sFT  1.00000900   -2 14 50.0
 FE1248;UTM  16      - 3,899,031.578   241,581.910   MT  1.00042308   -1 38 13.7
 FE1248
 FE1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1248!SPC TN       -   0.99998894  x   1.00000900  =   0.99999794
 FE1248!UTM  16      -   0.99998894  x   1.00042308  =   1.00041202
 FE1248
 FE1248|---------------------------------------------------------------------|
 FE1248| PID    Reference Object                     Distance      Geod. Az  |
 FE1248|                                                           dddmmss.s |
 FE1248| FE1249 BARTLETT RM 1                        36.336 METERS 01002     |
 FE1248| FE2551 ELLENDALE MUNICIPAL TANK            APPROX. 1.3 KM 0453323.2 |
 FE1248| CG3179 BARTLETT AZ MK                                     0943054.0 |
 FE1248| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.10.3 KM 1415340.4 |
 FE1248| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 5.4 KM 1635431.9 |
 FE1248| FE2554 MEMPHIS TV STA WREC MAST            APPROX. 2.3 KM 1653919.6 |
 FE1248| FE1247 BARTLETT RM 2                        35.596 METERS 16951     |
 FE1248|---------------------------------------------------------------------|
 FE1248
 FE1248                          SUPERSEDED SURVEY CONTROL
 FE1248
 FE1248  NAD 83(1995)-  35 12 03.80987(N)    089 50 18.58656(W) AD(       ) 2
 FE1248  NAD 83(1995)-  35 12 03.81093(N)    089 50 18.58716(W) AD(       ) 2
 FE1248  NAD 83(1986)-  35 12 03.81550(N)    089 50 18.58821(W) AD(       ) 2
 FE1248  NAD 27      -  35 12 03.49540(N)    089 50 18.27830(W) AD(       ) 2
 FE1248  NGVD 29 (??/??/??)   97.799  (m)          320.86   (f) ADJUSTED    1 2
 FE1248
 FE1248.Superseded values are not recommended for survey control.
 FE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1248.See file dsdata.txt to determine how the superseded data were derived.
 FE1248
 FE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4158299032(NAD 83)
 FE1248_MARKER: DS = TRIANGULATION STATION DISK
 FE1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1248_SP_SET: CONCRETE POST
 FE1248_STAMPING: BARTLETT 1958
 FE1248_MARK LOGO: CGS   
 FE1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1248+STABILITY: SURFACE MOTION
 FE1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1248+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1248
 FE1248  HISTORY     - Date     Condition        Report By
 FE1248  HISTORY     - 1957     MONUMENTED       CGS
 FE1248  HISTORY     - 1958     GOOD             CGS
 FE1248  HISTORY     - 1959     GOOD             CGS
 FE1248  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1248  HISTORY     - 19920115 GOOD             NGS
 FE1248  HISTORY     - 19940913 GOOD             TN1620
 FE1248  HISTORY     - 20021009 GOOD             USACE
 FE1248  HISTORY     - 20030730 GOOD             GEOCAC
 FE1248
 FE1248                          STATION DESCRIPTION
 FE1248
 FE1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE1248'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BARTLETT AND 1-1/2 MILES
 FE1248'WEST OF OAK GROVE. IT IS 39 FEET EAST OF A FENCE, 93 FEET SOUTHEAST
 FE1248'OF THE CENTERLINE OF U.S. HIGHWAY 70 AND 79 AND 112 FEET SOUTHWEST OF
 FE1248'THE CENTERLINE OF A GRAVEL DRIVEWAY. THE MONUMENT IS FLUSH AND
 FE1248'THE DISK IS STAMPED BARTLETT 1957.
 FE1248'
 FE1248'REFERENCE MARK 1 IS 35 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAYS
 FE1248'70 AND 79, 6 INCHES SOUTH OF A POWER POLE AND 8 FEET NORTH OF THE
 FE1248'CENTERLINE OF THE GRAVEL DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND
 FE1248'THE DISK IS STAMPED BARTLETT NO 1 1957.
 FE1248'
 FE1248'REFERENCE MARK 2 IS 6 INCHES NORTH OF A FENCE AND 51 FEET EAST OF A
 FE1248'FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BARTLETT
 FE1248'NO 2 1957.
 FE1248'
 FE1248'THE AZIMUTH MARK IS 2 FEET WEST OF A POWER POLE, 3 FEET SOUTHWEST OF
 FE1248'A WHITE WITNESS POST AND 20 FEET WEST OF THE CENTERLINE OF A
 FE1248'PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BARTLETT
 FE1248'1957.
 FE1248'
 FE1248'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S.
 FE1248'HIGHWAYS 70 AND 79 FOR 0.2 MILE TO A PAVED SIDE ROAD RIGHT. TURN
 FE1248'RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE
 FE1248'RIGHT.
 FE1248'
 FE1248'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND
 FE1248'64, LOCATED ABOUT 2 MILES EAST OF BARTLETT, GO SOUTHWEST ON
 FE1248'HIGHWAYS 70 AND 79 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FE1248'
 FE1248'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE1248
 FE1248                          STATION RECOVERY (1958)
 FE1248
 FE1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1248'2.1 MI SE FROM BARTLETT.
 FE1248'1.8 MILES EAST ALONG STAGE RD. FROM THE CROSSING OF THE L. AND
 FE1248'N. RR AT BARTLETT, THENCE 0.3 MILES SOUTH ALONG HGY. 70 AND 79.
 FE1248'127.3 FT. SOUTH OF THE CENTER LINE OF JCT. OF HIGHWAY 70 AND 79,
 FE1248'AND PRIVATE DRIVEWAY LEADING TO A GREENHOUSE, 95.7 FT. SOUTHEAST
 FE1248'OF THE CENTER LINE OF HIGHWAY 70 AND 79, 33.4 FT. SOUTHEAST OF
 FE1248'POWER LINE POLE NO. 38671, A C AND GS DISK SET IN TOP OF A
 FE1248'CONCRETE POST PROJECTING 0 INCHES, ABOUT 4 FT. BELOW THE LEVEL
 FE1248'OF THE HIGHWAY.
 FE1248
 FE1248                          STATION RECOVERY (1959)
 FE1248
 FE1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1248'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE1248'GOOD CONDITION. THE 1957 DESCRIPTION IS ADEQUATE.
 FE1248
 FE1248                          STATION RECOVERY (1989)
 FE1248
 FE1248'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1248'MARK NOT FOUND.
 FE1248
 FE1248                          STATION RECOVERY (1992)
 FE1248
 FE1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1248'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 (SUMMER AVENUE)
 FE1248'FROM THE JUNCTION OF U.S. HIGHWAY 64 (STAGE ROAD) IN BARTLETT, 31.2 M
 FE1248'(102.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHELBY MARINE
 FE1248'COMPANY BUILDING AT 6737 SUMMER ABENUE, 28.4 M (93.2 FT) SOUTHEAST OF
 FE1248'THE CENTERLINE OF THE HIGHWAY, 16.5 M (54.1 FT) NORTHWEST OF A
 FE1248'CHAIN-LINK FENCE, 11.9 M (39.0 FT) SOUTHWEST OF THE CENTER OF THE
 FE1248'SHELBY MARINE ENTRANCE ROAD, 11.7 M (38.4 FT) SOUTHEAST OF THE
 FE1248'SOUTHEAST END OF A SIGN (SHELBY MARINE ENTRANCE), 7.5 M (24.6 FT)
 FE1248'NORTHEAST OF A 30-INCH PECAN TREE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 FE1248'THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE
 FE1248'GROUND SURFACE.
 FE1248
 FE1248                          STATION RECOVERY (1994)
 FE1248
 FE1248'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1248'RECOVERED IN GOOD CONDITION.
 FE1248
 FE1248                          STATION RECOVERY (2002)
 FE1248
 FE1248'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1248'RECOVERED IN GOOD CONDITION.
 FE1248
 FE1248                          STATION RECOVERY (2003)
 FE1248
 FE1248'RECOVERY NOTE BY GEOCACHING 2003
 FE1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2548 ***********************************************************************
 FE2548  DESIGNATION -  BARTLETT MUNICIPAL TANK
 FE2548  PID         -  FE2548
 FE2548  STATE/COUNTY-  TN/SHELBY
 FE2548  USGS QUAD   -  ELLENDALE (1993)
 FE2548
 FE2548                         *CURRENT SURVEY CONTROL
 FE2548  ___________________________________________________________________
 FE2548* NAD 83(1995)-  35 12 23.61271(N)    089 52 20.50975(W)     ADJUSTED  
 FE2548* NAVD 88     -                                                        
 FE2548  ___________________________________________________________________
 FE2548  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FE2548  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2548
 FE2548  HORZ ORDER  -  THIRD
 FE2548
 FE2548.The horizontal coordinates were established by classical geodetic methods
 FE2548.and adjusted by the National Geodetic Survey in April 1999..
 FE2548
 FE2548
 FE2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2548
 FE2548.The geoid height was determined by GEOID03.
 FE2548
 FE2548;                    North         East     Units Scale Factor Converg.
 FE2548;SPC TN       -   103,860.037   247,478.831   MT  1.00000795   -2 16 01.3
 FE2548;SPC TN       -   340,747.47    811,936.80   sFT  1.00000795   -2 16 01.3
 FE2548;UTM  16      - 3,899,730.719   238,515.408   MT  1.00044273   -1 39 25.0
 FE2548
 FE2548                          SUPERSEDED SURVEY CONTROL
 FE2548
 FE2548  NAD 83(1995)-  35 12 23.61852(N)    089 52 20.50950(W) AD(       ) 4
 FE2548  NAD 83(1995)-  35 12 23.61959(N)    089 52 20.51000(W) AD(       ) 4
 FE2548  NAD 83(1986)-  35 12 23.62389(N)    089 52 20.51041(W) AD(       ) 4
 FE2548  NAD 27      -  35 12 23.30500(N)    089 52 20.19900(W) AD(       ) 3
 FE2548
 FE2548.Superseded values are not recommended for survey control.
 FE2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2548.See file dsdata.txt to determine how the superseded data were derived.
 FE2548
 FE2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3851599731(NAD 83)
 FE2548_MARKER: 53 = ELEVATED TANK
 FE2548
 FE2548  HISTORY     - Date     Condition        Report By
 FE2548  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2548
 FE2548                          STATION DESCRIPTION
 FE2548
 FE2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2548'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE BARTLETT
 FE2548'MUNICIPAL WATER TANK LOCATED 26 FEET SOUTH OF THE SOUTHEAST
 FE2548'CORNER OF THE BARTLETT CITY HALL AT 5727 WOODLAWN STREET.
 FE2548'
 FE2548'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE. THE TANK AND
 FE2548'THE SUPPORTING STRUCTURE IS PAINTED SILVER AND THE TANK BEARS
 FE2548'THE LEGEND BARTLETT IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.
 FE2548'THE OVERALL HEIGHT IS ABOUT 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1249 ***********************************************************************
 FE1249  DESIGNATION -  BARTLETT RM 1
 FE1249  PID         -  FE1249
 FE1249  STATE/COUNTY-  TN/SHELBY
 FE1249  USGS QUAD   -  ELLENDALE (1993)
 FE1249
 FE1249                         *CURRENT SURVEY CONTROL
 FE1249  ___________________________________________________________________
 FE1249* NAD 83(1986)-  35 12 04.     (N)    089 50 18.     (W)     SCALED    
 FE1249* NAVD 88     -        98.312  (meters)     322.55   (feet)  ADJUSTED  
 FE1249  ___________________________________________________________________
 FE1249  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1249  DYNAMIC HT  -          98.223 (meters)     322.25  (feet)  COMP
 FE1249  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 FE1249
 FE1249  VERT ORDER  -  FIRST     CLASS II
 FE1249
 FE1249.The horizontal coordinates were scaled from a topographic map and have
 FE1249.an estimated accuracy of +/- 6 seconds.
 FE1249
 FE1249.The orthometric height was determined by differential leveling
 FE1249.and adjusted by the National Geodetic Survey in June 1991..
 FE1249
 FE1249.The geoid height was determined by GEOID03.
 FE1249
 FE1249.The dynamic height is computed by dividing the NAVD 88
 FE1249.geopotential number by the normal gravity value computed on the
 FE1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1249.degrees latitude (g = 980.6199 gals.).
 FE1249
 FE1249.The modeled gravity was interpolated from observed gravity values.
 FE1249
 FE1249;                    North         East    Units  Estimated Accuracy
 FE1249;SPC TN       -   103,130.      250,550.      MT  (+/- 180 meters Scaled)
 FE1249
 FE1249                          SUPERSEDED SURVEY CONTROL
 FE1249
 FE1249  NGVD 29 (??/??/??)   98.299  (m)          322.50   (f) ADJUSTED    1 2
 FE1249
 FE1249.Superseded values are not recommended for survey control.
 FE1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1249.See file dsdata.txt to determine how the superseded data were derived.
 FE1249
 FE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD415990(NAD 83)
 FE1249_MARKER: DR = REFERENCE MARK DISK
 FE1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1249_SP_SET: CONCRETE POST
 FE1249_STAMPING: BARTLETT NO 1 1958
 FE1249_MARK LOGO: CGS   
 FE1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1249+STABILITY: SURFACE MOTION
 FE1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1249+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE1249
 FE1249  HISTORY     - Date     Condition        Report By
 FE1249  HISTORY     - 1957     MONUMENTED       CGS
 FE1249  HISTORY     - 1958     GOOD             CGS
 FE1249  HISTORY     - 19920115 GOOD             NGS
 FE1249  HISTORY     - 19940913 GOOD             TN1620
 FE1249  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE1249  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1249
 FE1249                          STATION DESCRIPTION
 FE1249
 FE1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1249'2.1 MI SE FROM BARTLETT.
 FE1249'1.8 MILES EAST ALONG STAGE RD. FROM THE CROSSING OF THE L. AND
 FE1249'N. RR AT BARTLETT, THENCE 0.3 MILE SOUTH ALONG HGY. 70 AND 79.
 FE1249'35.0 FT. SOUTHEAST OF THE CENTER LINE OF HGY. 70 AND 79, 0.5 FT.
 FE1249'SOUTH OF A POWER LINE POLE, 8.0 FT. NORTH OF THE CENTER LINE OF
 FE1249'A GRAVEL DRIVEWAY, A C AND GS TRIANGULATION REFERENCE MARK DISK
 FE1249'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT 2.0
 FE1249'FT. BELOW THE LEVEL OF THE HIGHWAY.
 FE1249
 FE1249                          STATION RECOVERY (1992)
 FE1249
 FE1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1249'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 (SUMMER AVENUE)
 FE1249'FROM THE JUNCTION OF U.S. HIGHWAY 64 (STAGE ROAD) IN BARTLETT, 36.3 M
 FE1249'(119.1 FT) NORTH OF TRIANGULATION STATION BARTLETT, 34.3 M
 FE1249'(112.5 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SHELBY
 FE1249'MARINE COMPANY BUILDING AT 6737 SUMMER AVENUE, 23.1 M (75.8 FT)
 FE1249'NORTHEAST OF THE CENTER OF THE SHELBY MARINE ENTRANCE ROAD, 10.1 M
 FE1249'(33.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT)
 FE1249'SOUTHWEST OF UTILITY POLE NUMBER 678, 0.3 M (1.0 FT) ABOVE THE LEVEL
 FE1249'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE
 FE1249'GROUND SURFACE.
 FE1249
 FE1249                          STATION RECOVERY (1994)
 FE1249
 FE1249'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1249'RECOVERED IN GOOD CONDITION.
 FE1249
 FE1249                          STATION RECOVERY (2002)
 FE1249
 FE1249'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1249'SUSPECTED DESTROYED. HWY HAS BEEN WIDENED AND NEW SIDEWALK POURED IN
 FE1249'AREA.
 FE1249
 FE1249                          STATION RECOVERY (2003)
 FE1249
 FE1249'RECOVERY NOTE BY GEOCACHING 2003
 FE1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1247 ***********************************************************************
 FE1247  DESIGNATION -  BARTLETT RM 2
 FE1247  PID         -  FE1247
 FE1247  STATE/COUNTY-  TN/SHELBY
 FE1247  USGS QUAD   -  ELLENDALE (1993)
 FE1247
 FE1247                         *CURRENT SURVEY CONTROL
 FE1247  ___________________________________________________________________
 FE1247* NAD 83(1986)-  35 12 03.     (N)    089 50 18.     (W)     SCALED    
 FE1247* NAVD 88     -        96.773  (meters)     317.50   (feet)  ADJUSTED  
 FE1247  ___________________________________________________________________
 FE1247  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1247  DYNAMIC HT  -          96.685 (meters)     317.21  (feet)  COMP
 FE1247  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE1247
 FE1247  VERT ORDER  -  SECOND    CLASS 0
 FE1247
 FE1247.The horizontal coordinates were scaled from a topographic map and have
 FE1247.an estimated accuracy of +/- 6 seconds.
 FE1247
 FE1247.The orthometric height was determined by differential leveling
 FE1247.and adjusted by the National Geodetic Survey in June 1991..
 FE1247
 FE1247.The geoid height was determined by GEOID03.
 FE1247
 FE1247.The dynamic height is computed by dividing the NAVD 88
 FE1247.geopotential number by the normal gravity value computed on the
 FE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1247.degrees latitude (g = 980.6199 gals.).
 FE1247
 FE1247.The modeled gravity was interpolated from observed gravity values.
 FE1247
 FE1247;                    North         East    Units  Estimated Accuracy
 FE1247;SPC TN       -   103,100.      250,550.      MT  (+/- 180 meters Scaled)
 FE1247
 FE1247                          SUPERSEDED SURVEY CONTROL
 FE1247
 FE1247  NGVD 29 (??/??/??)   96.760  (m)          317.45   (f) ADJUSTED    2 0
 FE1247
 FE1247.Superseded values are not recommended for survey control.
 FE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1247.See file dsdata.txt to determine how the superseded data were derived.
 FE1247
 FE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD415990(NAD 83)
 FE1247_MARKER: DR = REFERENCE MARK DISK
 FE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1247_STAMPING: BARTLETT NO 2
 FE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1247+STABILITY: SURFACE MOTION
 FE1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1247+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1247
 FE1247  HISTORY     - Date     Condition        Report By
 FE1247  HISTORY     - 1957     MONUMENTED       CGS
 FE1247  HISTORY     - 1958     GOOD             CGS
 FE1247  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1247  HISTORY     - 19940913 GOOD             TN1620
 FE1247  HISTORY     - 20021009 GOOD             USACE
 FE1247
 FE1247                          STATION DESCRIPTION
 FE1247
 FE1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1247'2.1 MI SE FROM BARTLETT.
 FE1247'1.8 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1247'BARTLETT, THENCE 0.3 MILE SOUTH ALONG HGY. 70 AND 79.  51.0 FT.
 FE1247'EAST OF A FENCE CORNER, 0.5 FT. NORTH OF A FENCE, A C AND GS
 FE1247'TRIANGULATION REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST
 FE1247'FLUSH WITH THE GROUND, ABOUT 8.0 FT. BELOW THE LEVEL OF THE
 FE1247'HIGHWAY.
 FE1247
 FE1247                          STATION RECOVERY (1992)
 FE1247
 FE1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1247'THERE IS A PARKING LOT AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
 FE1247
 FE1247                          STATION RECOVERY (1994)
 FE1247
 FE1247'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1247'RECOVERED IN GOOD CONDITION.
 FE1247
 FE1247                          STATION RECOVERY (2002)
 FE1247
 FE1247'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1126 ***********************************************************************
 GA1126  DESIGNATION -  BARTON
 GA1126  PID         -  GA1126
 GA1126  STATE/COUNTY-  TN/HAWKINS
 GA1126  USGS QUAD   -  PLUM GROVE (1991)
 GA1126
 GA1126                         *CURRENT SURVEY CONTROL
 GA1126  ___________________________________________________________________
 GA1126* NAD 83(1995)-  36 30 01.57827(N)    082 48 13.94803(W)     ADJUSTED  
 GA1126* NAVD 88     -       388.181  (meters)    1273.56   (feet)  ADJUSTED  
 GA1126  ___________________________________________________________________
 GA1126  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GA1126  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1126  DYNAMIC HT  -         387.833 (meters)    1272.42  (feet)  COMP
 GA1126  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 GA1126
 GA1126  HORZ ORDER  -  SECOND
 GA1126  VERT ORDER  -  SECOND    CLASS 0
 GA1126
 GA1126.The horizontal coordinates were established by classical geodetic methods
 GA1126.and adjusted by the National Geodetic Survey in April 1999..
 GA1126
 GA1126.The orthometric height was determined by differential leveling
 GA1126.and adjusted by the National Geodetic Survey in June 1991..
 GA1126
 GA1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1126
 GA1126.The geoid height was determined by GEOID03.
 GA1126
 GA1126.The dynamic height is computed by dividing the NAVD 88
 GA1126.geopotential number by the normal gravity value computed on the
 GA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1126.degrees latitude (g = 980.6199 gals.).
 GA1126
 GA1126.The modeled gravity was interpolated from observed gravity values.
 GA1126
 GA1126;                    North         East     Units Scale Factor Converg.
 GA1126;SPC TN       -   245,119.971   886,296.456   MT  1.00001593   +1 52 16.1
 GA1126;SPC TN       -   804,197.77  2,907,790.96   sFT  1.00001593   +1 52 16.1
 GA1126;UTM  17      - 4,040,969.733   338,446.583   MT  0.99992156   -1 04 23.6
 GA1126
 GA1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1126!SPC TN       -   0.99994400  x   1.00001593  =   0.99995993
 GA1126!UTM  17      -   0.99994400  x   0.99992156  =   0.99986556
 GA1126
 GA1126                          SUPERSEDED SURVEY CONTROL
 GA1126
 GA1126  NAD 83(1995)-  36 30 01.58079(N)    082 48 13.95021(W) AD(       ) 2
 GA1126  NAD 83(1995)-  36 30 01.58904(N)    082 48 13.96354(W) AD(       ) 2
 GA1126  NAD 83(1995)-  36 30 01.58485(N)    082 48 13.95177(W) AD(       ) 2
 GA1126  NAD 83(1986)-  36 30 01.58715(N)    082 48 13.95235(W) AD(       ) 2
 GA1126  NAD 27      -  36 30 01.23767(N)    082 48 14.36851(W) AD(       ) 2
 GA1126  NGVD 29 (07/19/86)  388.36   (m)         1274.1    (f) LEVELING    3  
 GA1126
 GA1126.Superseded values are not recommended for survey control.
 GA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1126.See file dsdata.txt to determine how the superseded data were derived.
 GA1126
 GA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3844740970(NAD 83)
 GA1126_MARKER: DD = SURVEY DISK
 GA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1126_STAMPING: BARTON 1963
 GA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1126+STABILITY: SURFACE MOTION
 GA1126
 GA1126  HISTORY     - Date     Condition        Report By
 GA1126  HISTORY     - 1963     MONUMENTED       TNHD
 GA1126  HISTORY     - 1964     GOOD             TNHD
 GA1126
 GA1126                          STATION DESCRIPTION
 GA1126
 GA1126'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1126'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SURGOINSVILLE.
 GA1126'
 GA1126'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO
 GA1126'NORTHEASTERLY ON U.S.
 GA1126'HIGHWAY 11W FOR 3.2 MILES TO A PAVED DRIVEWAY ON THE RIGHT
 GA1126'AND A BRICK RESIDENCE ON
 GA1126'TOP OF A HILL.  TURN RIGHT AND FOLLOW
 GA1126'DRIVEWAY PASSING THE BRICK HOUSE, TO THE
 GA1126'STATION ON THE RIGHT NEAR A
 GA1126'BARN.
 GA1126'
 GA1126'THE STATION IS 16 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 7
 GA1126'FEET SOUTHWEST OF THE
 GA1126'APPROXIMATE CENTER OF A FARM ROAD, 1.7 FEET NORTH OF
 GA1126'A WITNESS POST AND 1 FOOT NORTHEAST
 GA1126'OF A WIRE FENCE.  THE SURFACE AND
 GA1126'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA1126'DEPARTMENT DISKS AND
 GA1126'ARE STAMPED BARTON 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA1126'BELOW THE
 GA1126'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA1126'FLUSH, CONCRETE MONUMENT.
 GA1126'
 GA1126'REFERENCE MARK NO. 1 IS 27 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA1126'A BARN, 9 FEET SOUTHWEST
 GA1126'OF THE APPROXIMATE CENTER OF A FARM ROAD AND 2 FEET
 GA1126'SOUTHWEST OF A WIRE FENCE.  IT IS A
 GA1126'STANDARD TENNESSEE HIGHWAY
 GA1126'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1126'CONCRETE MONUMENT AND
 GA1126'THE DISK IS STAMPED BARTON RM-1 1963.
 GA1126'
 GA1126'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE SOUTHEAST CORNER OF A
 GA1126'BARN, 8 FEET SOUTHWEST OF
 GA1126'THE APPROXIMATE CENTER OF A FARM ROAD AND 1 FOOT
 GA1126'SOUTHWEST OF A WIRE FENCE.  IT
 GA1126'IS A STANDARD TENNESSEE HIGHWAY
 GA1126'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1126'CONCRETE MONUMENT AND
 GA1126'THE DISK IS STAMPED BARTON RM-2 1963.
 GA1126'
 GA1126'THE AZIMUTH MARK IS 75 FEET EAST OF A 6-INCH CEDAR TREE, 26 FEET
 GA1126'NORTH OF THE APPROXIMATE
 GA1126'CENTER OF U.S.  HIGHWAY 11W, 2 FEET WEST OF A WITNESS
 GA1126'POST AND 1.7 FEET SOUTH OF AN
 GA1126'EAST-WEST FENCE LINE.  IT IS A STANDARD
 GA1126'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1126'10-INCH SQUARE, FLUSH,
 GA1126'CONCRETE MONUMENT AND THE DISK IS STAMPED BARTON AZI 1963.
 GA1126'
 GA1126'TO REACH THE AZIMUTH MARK FROM THE PAVED DRIVEWAY, CONTINUE EASTWARD
 GA1126'ON U.S.  HIGHWAY 11W FOR
 GA1126'0.4 MILE TO THE MARK ON THE LEFT.
 GA1126'
 GA1126'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA1126
 GA1126                          STATION RECOVERY (1964)
 GA1126
 GA1126'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1126'3 MI NE FROM SURGOINSVILLE.
 GA1126'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE,
 GA1126'GO NORTHEASTERLY ON U.S. HIGHWAY 11W FOR 3.2 MILES TO A PAVED
 GA1126'DRIVEWAY ON THE RIGHT AND A BRICK RESIDENCE ON TOP OF A HILL.
 GA1126'TURN RIGHT AND FOLLOW DRIVEWAY PASSING THE BRICK HOUSE, TO
 GA1126'THE STATION ON THE RIGHT NEAR A BARN.  THE STATION IS 16 FEET
 GA1126'NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 7 FEET SOUTHWEST
 GA1126'OF THE APPROXIMATE CENTER OF A FARM ROAD, 1.7 FEET NORTH OF
 GA1126'A WITNESS POST AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK
 GA1126'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1126'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1128 ***********************************************************************
 GA1128  DESIGNATION -  BARTON AZ MK
 GA1128  PID         -  GA1128
 GA1128  STATE/COUNTY-  TN/HAWKINS
 GA1128  USGS QUAD   -  PLUM GROVE (1991)
 GA1128
 GA1128                         *CURRENT SURVEY CONTROL
 GA1128  ___________________________________________________________________
 GA1128* NAD 83(1986)-  36 30 11.     (N)    082 47 56.     (W)     SCALED    
 GA1128* NAVD 88     -       386.433  (meters)    1267.82   (feet)  ADJUSTED  
 GA1128  ___________________________________________________________________
 GA1128  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1128  DYNAMIC HT  -         386.086 (meters)    1266.68  (feet)  COMP
 GA1128  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 GA1128
 GA1128  VERT ORDER  -  SECOND    CLASS 0
 GA1128
 GA1128.The horizontal coordinates were scaled from a topographic map and have
 GA1128.an estimated accuracy of +/- 6 seconds.
 GA1128
 GA1128.The orthometric height was determined by differential leveling
 GA1128.and adjusted by the National Geodetic Survey in June 1991..
 GA1128
 GA1128.The geoid height was determined by GEOID03.
 GA1128
 GA1128.The dynamic height is computed by dividing the NAVD 88
 GA1128.geopotential number by the normal gravity value computed on the
 GA1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1128.degrees latitude (g = 980.6199 gals.).
 GA1128
 GA1128.The modeled gravity was interpolated from observed gravity values.
 GA1128
 GA1128;                    North         East    Units  Estimated Accuracy
 GA1128;SPC TN       -   245,430.      886,730.      MT  (+/- 180 meters Scaled)
 GA1128
 GA1128                          SUPERSEDED SURVEY CONTROL
 GA1128
 GA1128  NGVD 29 (??/??/92)  386.671  (m)         1268.60   (f) ADJ UNCH    2 0
 GA1128
 GA1128.Superseded values are not recommended for survey control.
 GA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1128.See file dsdata.txt to determine how the superseded data were derived.
 GA1128
 GA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA388412(NAD 83)
 GA1128_MARKER: DD = SURVEY DISK
 GA1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1128_STAMPING: BARTON AZI 1963
 GA1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1128+STABILITY: SURFACE MOTION
 GA1128
 GA1128  HISTORY     - Date     Condition        Report By
 GA1128  HISTORY     - 1963     MONUMENTED       TNHD
 GA1128  HISTORY     - 1964     GOOD             TNHD
 GA1128
 GA1128                          STATION DESCRIPTION
 GA1128
 GA1128'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1128'3.5 MI NE FROM SURGOINSVILLE.
 GA1128'TO REACH THE MARK FROM THE POST OFFICE IN SURGOINSVILLE, GO
 GA1128'NORTHEASTERLY ON U.S. HIGHWAY 11W FOR 3.6 MILES TO THE MARK
 GA1128'ON THE LEFT.  THE MARK IS 75 FEET EAST OF A 6-INCH CEDAR TREE,
 GA1128'26 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W,
 GA1128'2 FEET WEST OF A WITNESS POST AND 1.7 FEET SOUTH OF AN EAST-WEST
 GA1128'FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1128'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA1128'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1127 ***********************************************************************
 GA1127  DESIGNATION -  BARTON RM 1
 GA1127  PID         -  GA1127
 GA1127  STATE/COUNTY-  TN/HAWKINS
 GA1127  USGS QUAD   -  PLUM GROVE (1991)
 GA1127
 GA1127                         *CURRENT SURVEY CONTROL
 GA1127  ___________________________________________________________________
 GA1127* NAD 83(1986)-  36 30 01.     (N)    082 48 13.     (W)     SCALED    
 GA1127* NAVD 88     -       387.907  (meters)    1272.66   (feet)  ADJUSTED  
 GA1127  ___________________________________________________________________
 GA1127  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1127  DYNAMIC HT  -         387.559 (meters)    1271.52  (feet)  COMP
 GA1127  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA1127
 GA1127  VERT ORDER  -  SECOND    CLASS 0
 GA1127
 GA1127.The horizontal coordinates were scaled from a topographic map and have
 GA1127.an estimated accuracy of +/- 6 seconds.
 GA1127
 GA1127.The orthometric height was determined by differential leveling
 GA1127.and adjusted by the National Geodetic Survey in June 1991..
 GA1127
 GA1127.The geoid height was determined by GEOID03.
 GA1127
 GA1127.The dynamic height is computed by dividing the NAVD 88
 GA1127.geopotential number by the normal gravity value computed on the
 GA1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1127.degrees latitude (g = 980.6199 gals.).
 GA1127
 GA1127.The modeled gravity was interpolated from observed gravity values.
 GA1127
 GA1127;                    North         East    Units  Estimated Accuracy
 GA1127;SPC TN       -   245,100.      886,320.      MT  (+/- 180 meters Scaled)
 GA1127
 GA1127                          SUPERSEDED SURVEY CONTROL
 GA1127
 GA1127  NGVD 29 (??/??/92)  388.085  (m)         1273.24   (f) ADJ UNCH    2 0
 GA1127
 GA1127.Superseded values are not recommended for survey control.
 GA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1127.See file dsdata.txt to determine how the superseded data were derived.
 GA1127
 GA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA384409(NAD 83)
 GA1127_MARKER: DD = SURVEY DISK
 GA1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1127_STAMPING: BARTON RM-1 1963
 GA1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1127+STABILITY: SURFACE MOTION
 GA1127
 GA1127  HISTORY     - Date     Condition        Report By
 GA1127  HISTORY     - 1963     MONUMENTED       TNHD
 GA1127  HISTORY     - 1964     GOOD             TNHD
 GA1127
 GA1127                          STATION DESCRIPTION
 GA1127
 GA1127'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1127'3 MI NE FROM SURGOINSVILLE.
 GA1127'THE MARK IS LOCATED AT THE BARTON 1963 STATION SITE, 27 FEET
 GA1127'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 9 FEET SOUTHWEST
 GA1127'OF THE APPROXIMATE CENTER OF A FARM ROAD AND 2 FEET SOUTHWEST
 GA1127'OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1127'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1127'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1125 ***********************************************************************
 GA1125  DESIGNATION -  BARTON RM 2
 GA1125  PID         -  GA1125
 GA1125  STATE/COUNTY-  TN/HAWKINS
 GA1125  USGS QUAD   -  PLUM GROVE (1991)
 GA1125
 GA1125                         *CURRENT SURVEY CONTROL
 GA1125  ___________________________________________________________________
 GA1125* NAD 83(1986)-  36 30 01.     (N)    082 48 13.     (W)     SCALED    
 GA1125* NAVD 88     -       388.219  (meters)    1273.68   (feet)  ADJUSTED  
 GA1125  ___________________________________________________________________
 GA1125  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1125  DYNAMIC HT  -         387.871 (meters)    1272.54  (feet)  COMP
 GA1125  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA1125
 GA1125  VERT ORDER  -  SECOND    CLASS 0
 GA1125
 GA1125.The horizontal coordinates were scaled from a topographic map and have
 GA1125.an estimated accuracy of +/- 6 seconds.
 GA1125
 GA1125.The orthometric height was determined by differential leveling
 GA1125.and adjusted by the National Geodetic Survey in June 1991..
 GA1125
 GA1125.The geoid height was determined by GEOID03.
 GA1125
 GA1125.The dynamic height is computed by dividing the NAVD 88
 GA1125.geopotential number by the normal gravity value computed on the
 GA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1125.degrees latitude (g = 980.6199 gals.).
 GA1125
 GA1125.The modeled gravity was interpolated from observed gravity values.
 GA1125
 GA1125;                    North         East    Units  Estimated Accuracy
 GA1125;SPC TN       -   245,100.      886,320.      MT  (+/- 180 meters Scaled)
 GA1125
 GA1125                          SUPERSEDED SURVEY CONTROL
 GA1125
 GA1125  NGVD 29 (??/??/92)  388.396  (m)         1274.26   (f) ADJ UNCH    2 0
 GA1125
 GA1125.Superseded values are not recommended for survey control.
 GA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1125.See file dsdata.txt to determine how the superseded data were derived.
 GA1125
 GA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA384409(NAD 83)
 GA1125_MARKER: DB = BENCH MARK DISK
 GA1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1125_STAMPING: BARTON RM-2 1963
 GA1125_MARK LOGO: TNHD  
 GA1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1125+STABILITY: SURFACE MOTION
 GA1125
 GA1125  HISTORY     - Date     Condition        Report By
 GA1125  HISTORY     - 1963     MONUMENTED       TNHD
 GA1125  HISTORY     - 1964     GOOD             TNHD
 GA1125
 GA1125                          STATION DESCRIPTION
 GA1125
 GA1125'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1125'3 MI NE FROM SURGOINSVILLE.
 GA1125'THE MARK IS LOCATED AT THE BARTON 1963 STATION SITE, 24 FEET
 GA1125'NORTH OF THE SOUTHEAST CORNER OF A BARN, 8 FEET SOUTHWEST OF
 GA1125'THE APPROXIMATE CENTER OF A FARM ROAD AND 1 FOOT SOUTHWEST OF
 GA1125'A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1125'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA1125'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2596 ***********************************************************************
 GB2596  DESIGNATION -  BASLER
 GB2596  PID         -  GB2596
 GB2596  STATE/COUNTY-  TN/MORGAN
 GB2596  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2596
 GB2596                         *CURRENT SURVEY CONTROL
 GB2596  ___________________________________________________________________
 GB2596* NAD 83(1995)-  36 04 41.30631(N)    084 30 44.89311(W)     ADJUSTED  
 GB2596* NAVD 88     -       425.0    (meters)    1394.     (feet)  VERTCON   
 GB2596  ___________________________________________________________________
 GB2596  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 GB2596  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB2596
 GB2596  HORZ ORDER  -  SECOND
 GB2596
 GB2596.The horizontal coordinates were established by classical geodetic methods
 GB2596.and adjusted by the National Geodetic Survey in April 1999..
 GB2596
 GB2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2596
 GB2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2596
 GB2596.The geoid height was determined by GEOID03.
 GB2596
 GB2596;                    North         East     Units Scale Factor Converg.
 GB2596;SPC TN       -   194,603.724   733,977.864   MT  0.99995744   +0 52 15.1
 GB2596;SPC TN       -   638,462.38  2,408,059.04   sFT  0.99995744   +0 52 15.1
 GB2596;UTM  16      - 3,995,479.933   723,995.506   MT  1.00021827   +1 27 55.7
 GB2596
 GB2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2596!SPC TN       -   0.99993794  x   0.99995744  =   0.99989538
 GB2596!UTM  16      -   0.99993794  x   1.00021827  =   1.00015620
 GB2596
 GB2596:                Primary Azimuth Mark                     Grid Az
 GB2596:SPC TN       -  BASLER AZ MK                             173 11 51.4
 GB2596:UTM  16      -  BASLER AZ MK                             172 36 10.8
 GB2596
 GB2596|---------------------------------------------------------------------|
 GB2596| PID    Reference Object                     Distance      Geod. Az  |
 GB2596|                                                           dddmmss.s |
 GB2596| DB8701 BASLER AZ MK                                       1740406.5 |
 GB2596| DB8702 BASLER RM 1                          34.845 METERS 25636     |
 GB2596| DB8703 BASLER RM 2                          30.976 METERS 27531     |
 GB2596|---------------------------------------------------------------------|
 GB2596
 GB2596                          SUPERSEDED SURVEY CONTROL
 GB2596
 GB2596  NAD 83(1995)-  36 04 41.31236(N)    084 30 44.89375(W) AD(       ) 2
 GB2596  NAD 83(1995)-  36 04 41.31566(N)    084 30 44.89415(W) AD(       ) 2
 GB2596  NAD 83(1986)-  36 04 41.31829(N)    084 30 44.89231(W) AD(       ) 2
 GB2596  NAD 27      -  36 04 41.04483(N)    084 30 45.12668(W) AD(       ) 2
 GB2596  NGVD 29 (07/19/86)  425.1    (m)         1395.     (f) VERT ANG       
 GB2596
 GB2596.Superseded values are not recommended for survey control.
 GB2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2596.See file dsdata.txt to determine how the superseded data were derived.
 GB2596
 GB2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2399695480(NAD 83)
 GB2596_MARKER: DD = SURVEY DISK
 GB2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2596
 GB2596  HISTORY     - Date     Condition        Report By
 GB2596  HISTORY     - 1965     MONUMENTED       TNHD
 GB2596
 GB2596                          STATION DESCRIPTION
 GB2596
 GB2596'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2596'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WARTBURG.
 GB2596'
 GB2596'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO EAST ON
 GB2596'U.S. HIGHWAY 27 FOR 0.3 MILE TO THE JUNCTION OF STATE ROUTE 62 ON
 GB2596'THE LEFT, TURN LEFT AND GO 5.25 MILES SE ON STATE ROUTE 62 TO A GAP
 GB2596'IN A FENCE ON THE LEFT.  FROM HERE PACK TO THE TOP OF A SMALL
 GB2596'HILL AND THE STATION ON THE TOP AT THE WEST EDGE OF A CLEARED FIELD.
 GB2596'
 GB2596'THE STATION MARK IS 29 FEET NORTHWEST OF A 12-INCH YELLOW PINE TREE,
 GB2596'19 FEET NORTH OF A 14-INCH OAK TREE, 11 FEET EAST OF A 4-INCH
 GB2596'TWIN-TRUNKED YELLOW PINE TREE AND 2.8 FEET SOUTHWEST OF A WITNESS
 GB2596'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB2596'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED BASLER 1965.  THE
 GB2596'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2596'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2596'
 GB2596'REFERENCE MARK NO. 1 IS 25 FEET NORTHEAST OF A 12-INCH WHITE PINE
 GB2596'TREE, 23 FEET SOUTHEAST OF A 12-INCH WHITE PINE TREE AND 17 FEET
 GB2596'WEST OF A 6-INCH YELLOW PINE TREE.  IT IS A STANDARD TENNESSEE
 GB2596'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2596'MONUMENT AND THE DISK IS STAMPED BASLER RM-1 1965.
 GB2596'
 GB2596'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF A 20-INCH WHITE PINE
 GB2596'TREE AND 26 FEET NORTHEAST OF A 12-INCH WHITE PINE TREE.  IT IS A
 GB2596'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2596'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BASLER RM-2
 GB2596'1965.
 GB2596'
 GB2596'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2596'PAVED ROAD, 12 FEET WEST OF A FARM TRACK ROAD AND 1.7 FEET
 GB2596'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2596'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GB2596'AND THE DISK IS STAMPED BASLER AZI 1965.
 GB2596'
 GB2596'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 GB2596'STATE ROUTE 62 FOR 0.2 MILE TO A PAVED ROAD ON THE RIGHT, TURN
 GB2596'RIGHT, SOUTH, AND GO 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2596'
 GB2596'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2596'
 GB2596'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0942 ***********************************************************************
 FD0942  DESIGNATION -  BASS
 FD0942  PID         -  FD0942
 FD0942  STATE/COUNTY-  TN/MAURY
 FD0942  USGS QUAD   -  SUMMERTOWN (1976)
 FD0942
 FD0942                         *CURRENT SURVEY CONTROL
 FD0942  ___________________________________________________________________
 FD0942* NAD 83(1995)-  35 27 03.80872(N)    087 16 06.62284(W)     ADJUSTED  
 FD0942* NAVD 88     -       310.680  (meters)    1019.29   (feet)  ADJUSTED  
 FD0942  ___________________________________________________________________
 FD0942  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FD0942  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0942  DYNAMIC HT  -         310.394 (meters)    1018.35  (feet)  COMP
 FD0942  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0942
 FD0942  HORZ ORDER  -  SECOND
 FD0942  VERT ORDER  -  SECOND    CLASS 0
 FD0942
 FD0942.The horizontal coordinates were established by classical geodetic methods
 FD0942.and adjusted by the National Geodetic Survey in April 1999..
 FD0942
 FD0942.The orthometric height was determined by differential leveling
 FD0942.and adjusted by the National Geodetic Survey in June 1991..
 FD0942
 FD0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0942
 FD0942.The geoid height was determined by GEOID03.
 FD0942
 FD0942.The dynamic height is computed by dividing the NAVD 88
 FD0942.geopotential number by the normal gravity value computed on the
 FD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0942.degrees latitude (g = 980.6199 gals.).
 FD0942
 FD0942.The modeled gravity was interpolated from observed gravity values.
 FD0942
 FD0942;                    North         East     Units Scale Factor Converg.
 FD0942;SPC TN       -   124,757.264   484,846.030   MT  0.99997061   -0 44 33.5
 FD0942;SPC TN       -   409,307.79  1,590,699.02   sFT  0.99997061   -0 44 33.5
 FD0942;UTM  16      - 3,923,098.660   475,633.535   MT  0.99960732   -0 09 20.7
 FD0942
 FD0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0942!SPC TN       -   0.99995561  x   0.99997061  =   0.99992622
 FD0942!UTM  16      -   0.99995561  x   0.99960732  =   0.99956295
 FD0942
 FD0942|---------------------------------------------------------------------|
 FD0942| PID    Reference Object                     Distance      Geod. Az  |
 FD0942|                                                           dddmmss.s |
 FD0942| FD0943 BASS RM 1                            27.524 METERS 06842     |
 FD0942| FD0941 BASS RM 2                            36.996 METERS 14232     |
 FD0942| FD0940 BASS AZ MK                                         1793246.9 |
 FD0942| FD1565 SUMMER                              APPROX. 5.5 KM 3165112.7 |
 FD0942|---------------------------------------------------------------------|
 FD0942
 FD0942                          SUPERSEDED SURVEY CONTROL
 FD0942
 FD0942  NAD 83(1995)-  35 27 03.81209(N)    087 16 06.62464(W) AD(       ) 2
 FD0942  NAD 83(1995)-  35 27 03.81243(N)    087 16 06.62510(W) AD(       ) 2
 FD0942  NAD 83(1986)-  35 27 03.81955(N)    087 16 06.62380(W) AD(       ) 2
 FD0942  NAD 27      -  35 27 03.53990(N)    087 16 06.57770(W) AD(       ) 2
 FD0942  NGVD 29 (??/??/92)  310.659  (m)         1019.22   (f) ADJ UNCH    2 0
 FD0942
 FD0942.Superseded values are not recommended for survey control.
 FD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0942.See file dsdata.txt to determine how the superseded data were derived.
 FD0942
 FD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7563423099(NAD 83)
 FD0942_MARKER: DD = SURVEY DISK
 FD0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0942_STAMPING: BASS 1962
 FD0942_MARK LOGO: TNHD  
 FD0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0942+STABILITY: SURFACE MOTION
 FD0942
 FD0942  HISTORY     - Date     Condition        Report By
 FD0942  HISTORY     - 1962     MONUMENTED       TNHD
 FD0942  HISTORY     - 1963     GOOD             TNHD
 FD0942  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0942
 FD0942                          STATION DESCRIPTION
 FD0942
 FD0942'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0942'THE STATION IS LOCATED ABOUT 15.5 MILES NORTH OF LAWRENCEBURG.
 FD0942'
 FD0942'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0942'HIGHWAY 43 IN
 FD0942'LAWRENCEBURG, GO NORTH ON U S HIGHWAY 43 FOR 15.0 MILES TO THE
 FD0942'JUNCTION OF STATE
 FD0942'ROUTE 20, CONTINUE NORTH ON U S HIGHWAY 43 FOR 0.75
 FD0942'MILE TO THE AZIMUTH MARK ON THE
 FD0942'RIGHT, CONTINUE NORTH FOR 0.15 MILE
 FD0942'TO THE STATION ON THE LEFT.
 FD0942'
 FD0942'THE STATION IS 59 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0942'43, 33 FEET EAST OF A
 FD0942'12-INCH OAK TREE, 30 FEET EAST OF A TELEPHONE POLE AND
 FD0942'30 FEET NORTHWEST OF A 24-INCH
 FD0942'OAK TREE.  THE SURFACE AND UNDERGROUND
 FD0942'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0942'DISKS AND ARE STAMPED
 FD0942'BASS 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FD0942'SURFACE.  THE
 FD0942'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0942'CONCRETE MONUMENT.
 FD0942'
 FD0942'REFERENCE MARK NO 1 IS 30 FEET NORTH OF AN S HIGHWAY SIGN, 22 FEET
 FD0942'EAST OF THE APPROXIMATE
 FD0942'CENTER OF U S HIGHWAY 43 AND 2 FEET SOUTH OF A TELEPHONE
 FD0942'POLE.  IT IS A STANDARD
 FD0942'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0942'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0942'AND THE DISK IS STAMPED BASS RM 1 1962.
 FD0942'
 FD0942'REFERENCE MARK NO 2 IS 24 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0942'HIGHWAY 43 AND 4
 FD0942'FEET WEST OF A FENCE LINE.  IT IS A STANDARD
 FD0942'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0942'SET IN A 10-INCH SQUARE, FLUSH,
 FD0942'CONCRETE MONUMENT AND THE DISK IS STAMPED BASS RM 2 1962.
 FD0942'
 FD0942'THE AZIMUTH MARK IS 42 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0942'HIGHWAY 43, 11.3 FEET EAST
 FD0942'OF A TELEPHONE POLE AND 2.5 FEET NORTHWEST OF A GUY
 FD0942'WIRE.  IT IS A STANDARD TENNESSEE
 FD0942'HIGHWAY DEPARTMENT REFERENCE MARK
 FD0942'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0942'MONUMENTE AND THE DISK
 FD0942'IS STAMPED BASS AZI 1962.
 FD0942'
 FD0942'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0942'
 FD0942'HEIGHT OF LIGHT ABOVE STATION MARK 30.52 METERS.
 FD0942
 FD0942                          STATION RECOVERY (1963)
 FD0942
 FD0942'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0942'15.5 MI N FROM LAWRENCEBURG.
 FD0942'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0942'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 15 MILES TO
 FD0942'THE JUNCTION OF STATE ROUTE 20, CONTINUE NORTHERLY ON U.S.
 FD0942'HIGHWAY 43 FOR 0.9 MILE TO THE STATION ON THE LEFT.  THE STATION
 FD0942'MARK IS 59 FEET WEST OF THE CENTER OF U.S. HIGHWAY 43, 33 FEET
 FD0942'EAST OF A 12-INCH OAK TREE, 30 FEET EAST OF A TELEPHONE POLE
 FD0942'AND 30 FEET NORTHWEST OF A 24-INCH OAK TREE.  THE MARK IS A
 FD0942'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0942'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0942
 FD0942                          STATION RECOVERY (1983)
 FD0942
 FD0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0942'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0393 ***********************************************************************
 FD0393  DESIGNATION -  BASS
 FD0393  PID         -  FD0393
 FD0393  STATE/COUNTY-  TN/GILES
 FD0393  USGS QUAD   -  BRICK CHURCH (1981)
 FD0393
 FD0393                         *CURRENT SURVEY CONTROL
 FD0393  ___________________________________________________________________
 FD0393* NAD 83(1995)-  35 18 15.81046(N)    086 53 04.78105(W)     ADJUSTED  
 FD0393* NAVD 88     -       265.447  (meters)     870.89   (feet)  ADJUSTED  
 FD0393  ___________________________________________________________________
 FD0393  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 FD0393  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0393  DYNAMIC HT  -         265.202 (meters)     870.08  (feet)  COMP
 FD0393  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0393
 FD0393  HORZ ORDER  -  SECOND
 FD0393  VERT ORDER  -  SECOND    CLASS 0
 FD0393
 FD0393.The horizontal coordinates were established by classical geodetic methods
 FD0393.and adjusted by the National Geodetic Survey in April 1999..
 FD0393
 FD0393.The orthometric height was determined by differential leveling
 FD0393.and adjusted by the National Geodetic Survey in June 1991..
 FD0393
 FD0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0393
 FD0393.The geoid height was determined by GEOID03.
 FD0393
 FD0393.The dynamic height is computed by dividing the NAVD 88
 FD0393.geopotential number by the normal gravity value computed on the
 FD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0393.degrees latitude (g = 980.6199 gals.).
 FD0393
 FD0393.The modeled gravity was interpolated from observed gravity values.
 FD0393
 FD0393;                    North         East     Units Scale Factor Converg.
 FD0393;SPC TN       -   108,102.691   519,542.920   MT  0.99999085   -0 31 04.5
 FD0393;SPC TN       -   354,666.91  1,704,533.73   sFT  0.99999085   -0 31 04.5
 FD0393;UTM  16      - 3,906,805.906   510,485.716   MT  0.99960135   +0 03 60.0
 FD0393
 FD0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0393!SPC TN       -   0.99996268  x   0.99999085  =   0.99995353
 FD0393!UTM  16      -   0.99996268  x   0.99960135  =   0.99956405
 FD0393
 FD0393|---------------------------------------------------------------------|
 FD0393| PID    Reference Object                     Distance      Geod. Az  |
 FD0393|                                                           dddmmss.s |
 FD0393| FD0392 BASS RM 1                            12.276 METERS 04204     |
 FD0393| FD0394 BASS RM 2                            11.349 METERS 22039     |
 FD0393| FD0390 RICHLAND                            APPROX. 1.0 KM 3145937.0 |
 FD0393|---------------------------------------------------------------------|
 FD0393
 FD0393                          SUPERSEDED SURVEY CONTROL
 FD0393
 FD0393  NAD 83(1995)-  35 18 15.81309(N)    086 53 04.78150(W) AD(       ) 2
 FD0393  NAD 83(1995)-  35 18 15.81579(N)    086 53 04.78314(W) AD(       ) 2
 FD0393  NAD 83(1986)-  35 18 15.82018(N)    086 53 04.78191(W) AD(       ) 2
 FD0393  NAD 27      -  35 18 15.54130(N)    086 53 04.77300(W) AD(       ) 2
 FD0393  NGVD 29 (??/??/92)  265.425  (m)          870.82   (f) ADJ UNCH    2 0
 FD0393
 FD0393.Superseded values are not recommended for survey control.
 FD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0393.See file dsdata.txt to determine how the superseded data were derived.
 FD0393
 FD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1048606806(NAD 83)
 FD0393_MARKER: DS = TRIANGULATION STATION DISK
 FD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0393_STAMPING: BASS 1960
 FD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0393+STABILITY: SURFACE MOTION
 FD0393
 FD0393  HISTORY     - Date     Condition        Report By
 FD0393  HISTORY     - 1960     MONUMENTED       CGS
 FD0393  HISTORY     - 1960     GOOD             CGS
 FD0393
 FD0393                          STATION DESCRIPTION
 FD0393
 FD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WAZ)
 FD0393'THE STATION IS LOCATED JUST SOUTH OF THE MARSHALL-GILES COUNTY LINE,
 FD0393'ABOUT 4.5 MILES SOUTHWEST
 FD0393'OF CORNERSVILLE, AND ON THE RIGHT-OF-WAY OF U S
 FD0393'HIGHWAY 31A.
 FD0393'
 FD0393'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD0393'SOUTHWEST ON U S HIGHWAY
 FD0393'31A FOR 4.45 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT OFF
 FD0393'THE HIGHWAY, THEN LEFT
 FD0393'ALONG THE RIGHT-OF-WAY FOR ABOUT 100 YARDS TO
 FD0393'THE HIGHEST POINT AND THE STATION AS
 FD0393'DESCRIBED.
 FD0393'
 FD0393'THE STATION MARK IS 77 FEET WEST OF THE CENTER OF U S HIGHWAY 31A.  5
 FD0393'FEET EAST OF A FENCE, AND
 FD0393'3.7 FEET EAST OF A METAL WITNESS POST.  IT IS A
 FD0393'STANDARD TRAVERSE DISK STAMPED
 FD0393'BASS 1960, SET IN A FLUSH CONCRETE
 FD0393'MONUMENT.
 FD0393'
 FD0393'REFERENCE MARK NO 1 IS 77 FEET WEST OF THE CENTER OF U S HIGHWAY 31A,
 FD0393'AND 5 FEET EAST OF A
 FD0393'FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 FD0393'BASS NO 1 1960, SET IN A FLUSH
 FD0393'CONCRETE MONUMENT.
 FD0393'
 FD0393'REFERENCE MARK NO 2 IS 77 FEET WEST OF THE CENTER OF U S HIGHWAY 31A,
 FD0393'AND 5.5 FEET EAST OF A
 FD0393'FENCE.  IT IS A STANDARD REFERENCE DISK STAMPED BASS
 FD0393'NO 2 1960, SET IN A FLUSH
 FD0393'CONCRETE MONUMENT.
 FD0393'
 FD0393'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0393'77.4 FEET.
 FD0393'
 FD0393'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 FD0393'STATION RICHLAND
 FD0393'WILL SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0393
 FD0393                          STATION RECOVERY (1960)
 FD0393
 FD0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0393'4.4 MI SW FROM CORNERSVILLE.
 FD0393'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0393'HIGHWAY 31A FOR 4.45 MILES TO A DRIVEWAY ON THE RIGHT, TURN
 FD0393'RIGHT OFF THE HIGHWAY, THEN LEFT ALONG THE RIGHT-OF-WAY FOR
 FD0393'ABOUT 100 YARDS TO THE HIGHEST POINT.  THE STATION MARK IS
 FD0393'77 FT. WEST OF THE CENTER OF U.S. HIGHWAY 31A, 5 FT. EAST OF
 FD0393'A FENCE AND 3.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET
 FD0393'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0940 ***********************************************************************
 FD0940  DESIGNATION -  BASS AZ MK
 FD0940  PID         -  FD0940
 FD0940  STATE/COUNTY-  TN/MAURY
 FD0940  USGS QUAD   -  SUMMERTOWN (1976)
 FD0940
 FD0940                         *CURRENT SURVEY CONTROL
 FD0940  ___________________________________________________________________
 FD0940* NAD 83(1986)-  35 26 56.     (N)    087 16 06.     (W)     SCALED    
 FD0940* NAVD 88     -       312.257  (meters)    1024.46   (feet)  ADJUSTED  
 FD0940  ___________________________________________________________________
 FD0940  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0940  DYNAMIC HT  -         311.969 (meters)    1023.52  (feet)  COMP
 FD0940  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FD0940
 FD0940  VERT ORDER  -  SECOND    CLASS 0
 FD0940
 FD0940.The horizontal coordinates were scaled from a topographic map and have
 FD0940.an estimated accuracy of +/- 6 seconds.
 FD0940
 FD0940.The orthometric height was determined by differential leveling
 FD0940.and adjusted by the National Geodetic Survey in June 1991..
 FD0940
 FD0940.The geoid height was determined by GEOID03.
 FD0940
 FD0940.The dynamic height is computed by dividing the NAVD 88
 FD0940.geopotential number by the normal gravity value computed on the
 FD0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0940.degrees latitude (g = 980.6199 gals.).
 FD0940
 FD0940.The modeled gravity was interpolated from observed gravity values.
 FD0940
 FD0940;                    North         East    Units  Estimated Accuracy
 FD0940;SPC TN       -   124,520.      484,860.      MT  (+/- 180 meters Scaled)
 FD0940
 FD0940                          SUPERSEDED SURVEY CONTROL
 FD0940
 FD0940  NGVD 29 (??/??/92)  312.236  (m)         1024.39   (f) ADJ UNCH    2 0
 FD0940
 FD0940.Superseded values are not recommended for survey control.
 FD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0940.See file dsdata.txt to determine how the superseded data were derived.
 FD0940
 FD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE756228(NAD 83)
 FD0940_MARKER: DD = SURVEY DISK
 FD0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0940_STAMPING: BASS AZI 1962
 FD0940_MARK LOGO: TNHD  
 FD0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0940+STABILITY: SURFACE MOTION
 FD0940
 FD0940  HISTORY     - Date     Condition        Report By
 FD0940  HISTORY     - 1962     MONUMENTED       TNHD
 FD0940  HISTORY     - 1963     GOOD             TNHD
 FD0940  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0940
 FD0940                          STATION DESCRIPTION
 FD0940
 FD0940'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0940'15.5 MI N FROM LAWRENCEBURG.
 FD0940'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0940'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 15 MILES TO THE
 FD0940'JUNCTION OF STATE ROUTE 20, CONTINUE NORTHERLY ON U.S. HIGHWAY
 FD0940'43 FOR 0.75 MILE TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK IS
 FD0940'42 FEET EAST OF THE CENTER OF U.S. HIGHWAY 43, 11.3 FEET EAST OF A
 FD0940'TELEPHONE POLE AND 2.5 FEET NORTHWEST OF A GUY WIRE.  THE MARK
 FD0940'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0940'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0940
 FD0940                          STATION RECOVERY (1983)
 FD0940
 FD0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0940'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0943 ***********************************************************************
 FD0943  DESIGNATION -  BASS RM 1
 FD0943  PID         -  FD0943
 FD0943  STATE/COUNTY-  TN/MAURY
 FD0943  USGS QUAD   -  SUMMERTOWN (1976)
 FD0943
 FD0943                         *CURRENT SURVEY CONTROL
 FD0943  ___________________________________________________________________
 FD0943* NAD 83(1986)-  35 27 04.     (N)    087 16 07.     (W)     SCALED    
 FD0943* NAVD 88     -       311.222  (meters)    1021.07   (feet)  ADJUSTED  
 FD0943  ___________________________________________________________________
 FD0943  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0943  DYNAMIC HT  -         310.935 (meters)    1020.13  (feet)  COMP
 FD0943  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0943
 FD0943  VERT ORDER  -  SECOND    CLASS 0
 FD0943
 FD0943.The horizontal coordinates were scaled from a topographic map and have
 FD0943.an estimated accuracy of +/- 6 seconds.
 FD0943
 FD0943.The orthometric height was determined by differential leveling
 FD0943.and adjusted by the National Geodetic Survey in June 1991..
 FD0943
 FD0943.The geoid height was determined by GEOID03.
 FD0943
 FD0943.The dynamic height is computed by dividing the NAVD 88
 FD0943.geopotential number by the normal gravity value computed on the
 FD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0943.degrees latitude (g = 980.6199 gals.).
 FD0943
 FD0943.The modeled gravity was interpolated from observed gravity values.
 FD0943
 FD0943;                    North         East    Units  Estimated Accuracy
 FD0943;SPC TN       -   124,760.      484,840.      MT  (+/- 180 meters Scaled)
 FD0943
 FD0943                          SUPERSEDED SURVEY CONTROL
 FD0943
 FD0943  NGVD 29 (??/??/92)  311.201  (m)         1021.00   (f) ADJ UNCH    2 0
 FD0943
 FD0943.Superseded values are not recommended for survey control.
 FD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0943.See file dsdata.txt to determine how the superseded data were derived.
 FD0943
 FD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE756231(NAD 83)
 FD0943_MARKER: DD = SURVEY DISK
 FD0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0943_STAMPING: BASS RM 1 1962
 FD0943_MARK LOGO: TNHD  
 FD0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0943+STABILITY: SURFACE MOTION
 FD0943
 FD0943  HISTORY     - Date     Condition        Report By
 FD0943  HISTORY     - 1962     MONUMENTED       TNHD
 FD0943  HISTORY     - 1963     GOOD             TNHD
 FD0943  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0943
 FD0943                          STATION DESCRIPTION
 FD0943
 FD0943'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0943'15.5 MI N FROM LAWRENCEBURG.
 FD0943'THIS MARK IS LOCATED AT THE BASS 1962 STATION SITE, 22 FEET
 FD0943'EAST OF THE CENTER OF U.S. HIGHWAY 43, 30 FEET NORTH OF AN S
 FD0943'HIGHWAY SIGN, 90 FEET NORTHEAST OF THE STATION AND 2 FEET SOUTH
 FD0943'OF A TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0943'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0943'FLUSH WITH THE GROUND.
 FD0943
 FD0943                          STATION RECOVERY (1983)
 FD0943
 FD0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0943'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0392 ***********************************************************************
 FD0392  DESIGNATION -  BASS RM 1
 FD0392  PID         -  FD0392
 FD0392  STATE/COUNTY-  TN/GILES
 FD0392  USGS QUAD   -  BRICK CHURCH (1981)
 FD0392
 FD0392                         *CURRENT SURVEY CONTROL
 FD0392  ___________________________________________________________________
 FD0392* NAD 83(1986)-  35 18 15.     (N)    086 53 04.     (W)     SCALED    
 FD0392* NAVD 88     -       265.480  (meters)     871.00   (feet)  ADJUSTED  
 FD0392  ___________________________________________________________________
 FD0392  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0392  DYNAMIC HT  -         265.235 (meters)     870.19  (feet)  COMP
 FD0392  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0392
 FD0392  VERT ORDER  -  SECOND    CLASS 0
 FD0392
 FD0392.The horizontal coordinates were scaled from a topographic map and have
 FD0392.an estimated accuracy of +/- 6 seconds.
 FD0392
 FD0392.The orthometric height was determined by differential leveling
 FD0392.and adjusted by the National Geodetic Survey in June 1991..
 FD0392
 FD0392.The geoid height was determined by GEOID03.
 FD0392
 FD0392.The dynamic height is computed by dividing the NAVD 88
 FD0392.geopotential number by the normal gravity value computed on the
 FD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0392.degrees latitude (g = 980.6199 gals.).
 FD0392
 FD0392.The modeled gravity was interpolated from observed gravity values.
 FD0392
 FD0392;                    North         East    Units  Estimated Accuracy
 FD0392;SPC TN       -   108,080.      519,560.      MT  (+/- 180 meters Scaled)
 FD0392
 FD0392                          SUPERSEDED SURVEY CONTROL
 FD0392
 FD0392  NGVD 29 (??/??/92)  265.458  (m)          870.92   (f) ADJ UNCH    2 0
 FD0392
 FD0392.Superseded values are not recommended for survey control.
 FD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0392.See file dsdata.txt to determine how the superseded data were derived.
 FD0392
 FD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105067(NAD 83)
 FD0392_MARKER: DR = REFERENCE MARK DISK
 FD0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0392_STAMPING: BASS NO 1 1960
 FD0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0392+STABILITY: SURFACE MOTION
 FD0392
 FD0392  HISTORY     - Date     Condition        Report By
 FD0392  HISTORY     - 1960     MONUMENTED       CGS
 FD0392
 FD0392                          STATION DESCRIPTION
 FD0392
 FD0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0392'4.4 MI SW FROM CORNERSVILLE.
 FD0392'THIS MARK IS LOCATED AT THE BASS 1960 STATION SITE, 40.3 FT.
 FD0392'NORTHEAST OF THE STATION MARK, 77 FT. WEST OF THE CENTER OF
 FD0392'U.S. HIGHWAY 31A, AND 5 FT. EAST OF A FENCE.  THE DISK IS
 FD0392'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0941 ***********************************************************************
 FD0941  DESIGNATION -  BASS RM 2
 FD0941  PID         -  FD0941
 FD0941  STATE/COUNTY-  TN/MAURY
 FD0941  USGS QUAD   -  SUMMERTOWN (1976)
 FD0941
 FD0941                         *CURRENT SURVEY CONTROL
 FD0941  ___________________________________________________________________
 FD0941* NAD 83(1986)-  35 27 04.     (N)    087 16 07.     (W)     SCALED    
 FD0941* NAVD 88     -       311.092  (meters)    1020.64   (feet)  ADJUSTED  
 FD0941  ___________________________________________________________________
 FD0941  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0941  DYNAMIC HT  -         310.805 (meters)    1019.70  (feet)  COMP
 FD0941  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0941
 FD0941  VERT ORDER  -  SECOND    CLASS 0
 FD0941
 FD0941.The horizontal coordinates were scaled from a topographic map and have
 FD0941.an estimated accuracy of +/- 6 seconds.
 FD0941
 FD0941.The orthometric height was determined by differential leveling
 FD0941.and adjusted by the National Geodetic Survey in June 1991..
 FD0941
 FD0941.The geoid height was determined by GEOID03.
 FD0941
 FD0941.The dynamic height is computed by dividing the NAVD 88
 FD0941.geopotential number by the normal gravity value computed on the
 FD0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0941.degrees latitude (g = 980.6199 gals.).
 FD0941
 FD0941.The modeled gravity was interpolated from observed gravity values.
 FD0941
 FD0941;                    North         East    Units  Estimated Accuracy
 FD0941;SPC TN       -   124,760.      484,840.      MT  (+/- 180 meters Scaled)
 FD0941
 FD0941                          SUPERSEDED SURVEY CONTROL
 FD0941
 FD0941  NGVD 29 (??/??/92)  311.071  (m)         1020.57   (f) ADJ UNCH    2 0
 FD0941
 FD0941.Superseded values are not recommended for survey control.
 FD0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0941.See file dsdata.txt to determine how the superseded data were derived.
 FD0941
 FD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE756231(NAD 83)
 FD0941_MARKER: DD = SURVEY DISK
 FD0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0941_STAMPING: BASS RM 2 1962
 FD0941_MARK LOGO: TNHD  
 FD0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0941+STABILITY: SURFACE MOTION
 FD0941
 FD0941  HISTORY     - Date     Condition        Report By
 FD0941  HISTORY     - 1962     MONUMENTED       TNHD
 FD0941  HISTORY     - 1963     GOOD             TNHD
 FD0941  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0941
 FD0941                          STATION DESCRIPTION
 FD0941
 FD0941'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0941'15.5 MI N FROM LAWRENCEBURG.
 FD0941'THIS MARK IS LOCATED AT THE BASS 1962 STATION SITE, 24 FEET
 FD0941'EAST OF U.S. HIGHWAY 43, 121 FEET SOUTHEAST OF THE STATION
 FD0941'AND 4 FEET WEST OF A FENCE LINE.  THE MARK IS A STANDARD
 FD0941'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0941'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0941
 FD0941                          STATION RECOVERY (1983)
 FD0941
 FD0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0941'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0394 ***********************************************************************
 FD0394  DESIGNATION -  BASS RM 2
 FD0394  PID         -  FD0394
 FD0394  STATE/COUNTY-  TN/GILES
 FD0394  USGS QUAD   -  BRICK CHURCH (1981)
 FD0394
 FD0394                         *CURRENT SURVEY CONTROL
 FD0394  ___________________________________________________________________
 FD0394* NAD 83(1986)-  35 18 15.     (N)    086 53 04.     (W)     SCALED    
 FD0394* NAVD 88     -       265.373  (meters)     870.64   (feet)  ADJUSTED  
 FD0394  ___________________________________________________________________
 FD0394  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0394  DYNAMIC HT  -         265.128 (meters)     869.84  (feet)  COMP
 FD0394  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0394
 FD0394  VERT ORDER  -  SECOND    CLASS 0
 FD0394
 FD0394.The horizontal coordinates were scaled from a topographic map and have
 FD0394.an estimated accuracy of +/- 6 seconds.
 FD0394
 FD0394.The orthometric height was determined by differential leveling
 FD0394.and adjusted by the National Geodetic Survey in June 1991..
 FD0394
 FD0394.The geoid height was determined by GEOID03.
 FD0394
 FD0394.The dynamic height is computed by dividing the NAVD 88
 FD0394.geopotential number by the normal gravity value computed on the
 FD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0394.degrees latitude (g = 980.6199 gals.).
 FD0394
 FD0394.The modeled gravity was interpolated from observed gravity values.
 FD0394
 FD0394;                    North         East    Units  Estimated Accuracy
 FD0394;SPC TN       -   108,080.      519,560.      MT  (+/- 180 meters Scaled)
 FD0394
 FD0394                          SUPERSEDED SURVEY CONTROL
 FD0394
 FD0394  NGVD 29 (??/??/92)  265.351  (m)          870.57   (f) ADJ UNCH    2 0
 FD0394
 FD0394.Superseded values are not recommended for survey control.
 FD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0394.See file dsdata.txt to determine how the superseded data were derived.
 FD0394
 FD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105067(NAD 83)
 FD0394_MARKER: DR = REFERENCE MARK DISK
 FD0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0394_STAMPING: BASS NO 2 1960
 FD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0394+STABILITY: SURFACE MOTION
 FD0394
 FD0394  HISTORY     - Date     Condition        Report By
 FD0394  HISTORY     - 1960     MONUMENTED       CGS
 FD0394
 FD0394                          STATION DESCRIPTION
 FD0394
 FD0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0394'4.4 MI SW FROM CORNERSVILLE.
 FD0394'THIS MARK IS LOCATED AT THE BASS 1960 STATION SITE, 37.2 FT.
 FD0394'SOUTHWEST OF THE STATION MARK, 77 FT. WEST OF THE CENTER OF
 FD0394'U.S. HIGHWAY 31A, AND 5.5 FT. EAST OF A FENCE.  THE DISK IS
 FD0394'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0245 ***********************************************************************
 FE0245  DESIGNATION -  BATTLE
 FE0245  PID         -  FE0245
 FE0245  STATE/COUNTY-  TN/HARDIN
 FE0245  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0245
 FE0245                         *CURRENT SURVEY CONTROL
 FE0245  ___________________________________________________________________
 FE0245* NAD 83(1995)-  35 12 26.18839(N)    088 19 27.97675(W)     ADJUSTED  
 FE0245* NAVD 88     -       143.156  (meters)     469.67   (feet)  ADJUSTED  
 FE0245  ___________________________________________________________________
 FE0245  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE0245  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0245  DYNAMIC HT  -         143.026 (meters)     469.24  (feet)  COMP
 FE0245  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FE0245
 FE0245  HORZ ORDER  -  SECOND
 FE0245  VERT ORDER  -  SECOND    CLASS 0
 FE0245
 FE0245.The horizontal coordinates were established by classical geodetic methods
 FE0245.and adjusted by the National Geodetic Survey in April 1999..
 FE0245
 FE0245.The orthometric height was determined by differential leveling
 FE0245.and adjusted by the National Geodetic Survey in June 1991..
 FE0245
 FE0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0245
 FE0245.The geoid height was determined by GEOID03.
 FE0245
 FE0245.The dynamic height is computed by dividing the NAVD 88
 FE0245.geopotential number by the normal gravity value computed on the
 FE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0245.degrees latitude (g = 980.6199 gals.).
 FE0245
 FE0245.The modeled gravity was interpolated from observed gravity values.
 FE0245
 FE0245;                    North         East     Units Scale Factor Converg.
 FE0245;SPC TN       -    99,477.772   388,361.031   MT  1.00000781   -1 21 38.9
 FE0245;SPC TN       -   326,369.99  1,274,147.82   sFT  1.00000781   -1 21 38.9
 FE0245;UTM  16      - 3,896,832.828   379,444.767   MT  0.99977911   -0 45 49.2
 FE0245
 FE0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0245!SPC TN       -   0.99998186  x   1.00000781  =   0.99998967
 FE0245!UTM  16      -   0.99998186  x   0.99977911  =   0.99976097
 FE0245
 FE0245:                Primary Azimuth Mark                     Grid Az
 FE0245:SPC TN       -  BATTLE AZ MK                             205 37 31.8
 FE0245:UTM  16      -  BATTLE AZ MK                             205 01 42.1
 FE0245
 FE0245|---------------------------------------------------------------------|
 FE0245| PID    Reference Object                     Distance      Geod. Az  |
 FE0245|                                                           dddmmss.s |
 FE0245| FE0247 BATTLE AZ MK                                       2041552.9 |
 FE0245| FE0246 BATTLE RM 2                          16.354 METERS 21940     |
 FE0245| FE0244 BATTLE RM 1                          14.055 METERS 35729     |
 FE0245|---------------------------------------------------------------------|
 FE0245
 FE0245                          SUPERSEDED SURVEY CONTROL
 FE0245
 FE0245  NAD 83(1995)-  35 12 26.19100(N)    088 19 27.97706(W) AD(       ) 2
 FE0245  NAD 83(1995)-  35 12 26.19165(N)    088 19 27.97654(W) AD(       ) 2
 FE0245  NAD 83(1995)-  35 12 26.19598(N)    088 19 27.97704(W) AD(       ) 2
 FE0245  NAD 83(1986)-  35 12 26.19733(N)    088 19 27.97670(W) AD(       ) 2
 FE0245  NAD 27      -  35 12 25.90230(N)    088 19 27.84020(W) AD(       ) 2
 FE0245  NGVD 29 (??/??/??)  143.167  (m)          469.71   (f) ADJUSTED    2 0
 FE0245
 FE0245.Superseded values are not recommended for survey control.
 FE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0245.See file dsdata.txt to determine how the superseded data were derived.
 FE0245
 FE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7944596833(NAD 83)
 FE0245_MARKER: DS = TRIANGULATION STATION DISK
 FE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0245_STAMPING: BATTLE 1962
 FE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0245+STABILITY: SURFACE MOTION
 FE0245
 FE0245  HISTORY     - Date     Condition        Report By
 FE0245  HISTORY     - 1962     MONUMENTED       TNHD
 FE0245  HISTORY     - 1962     GOOD             TNHD
 FE0245  HISTORY     - 1967     GOOD             CGS
 FE0245
 FE0245                          STATION DESCRIPTION
 FE0245
 FE0245'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0245'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SAVANNAH.
 FE0245'
 FE0245'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 15 AND
 FE0245'STATE ROUTE NO. 22, GO SOUTHWEST ON STATE ROUTE NO. 22 FOR
 FE0245'1.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0245'
 FE0245'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0245'DEPARTMENT DISKS STAMPED BATTLE 1962.  THE SURFACE MARK DISK
 FE0245'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND
 FE0245'DISK IS ABOUT 30 INCHES BELOW THE SURFACE. THE STATION IS 64
 FE0245'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 22 AND 2.5
 FE0245'FEET NORTH OF A WITNESS POST.
 FE0245'
 FE0245'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0245'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0245'DISK IS STAMPED BATTLE RM-1 1962. IT IS 47 FEET EAST OF THE
 FE0245'APPROXIMATE CENTER OF STATE ROUTE NO. 22, 2 FEET WEST OF A
 FE0245'TELEPHONE POLE, AND 2 FEET EAST OF A 12 FOOT HIGHWAY CUT.
 FE0245'
 FE0245'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0245'SET IN A 10-INCH DIAMETER, CONCRETE MONUMENT, RECESSED 3
 FE0245'INCHES, AND THE DISK IS STAMPED BATTLE RM-2 1962. IT IS 46 FEET EAST
 FE0245'OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 22 AND 4 FEET EAST
 FE0245'OF A 12 FOOT HIGHWAY CUT.
 FE0245'
 FE0245'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0245'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE0245'STAMPED BATTLE AZI 1962. IT IS 45 FEET WEST OF THE APPROXIMATE CENTER
 FE0245'OF THE STATE ROUTE NO. 22, 2.6 FEET SOUTHWEST OF A WITNESS
 FE0245'POST, AND 2 FEET WEST OF A TELEPHONE POLE.
 FE0245'
 FE0245'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST ON
 FE0245'STATE ROUTE NO. 22 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS
 FE0245'DESCRIBED.
 FE0245'
 FE0245'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 FE0245
 FE0245                          STATION RECOVERY (1962)
 FE0245
 FE0245'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0245'1 MI SW FROM CRUMP.
 FE0245'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROUTE 22 AT
 FE0245'CRUMP, GO SOUTHWEST ON STATE ROUTE 22 FOR 1.1 MILES TO THE
 FE0245'STATION ON THE LEFT AS DESCRIBED.  THE MARK IS 64 FEET EAST OF
 FE0245'THE CENTERLINE OF STATE ROUTE 22 AND 2.5 FEET NORTH OF A WITNESS
 FE0245'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0245'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FE0245
 FE0245                          STATION RECOVERY (1967)
 FE0245
 FE0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0245'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE0245'EXCELLENT CONDITION.  THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1892 ***********************************************************************
 FC1892  DESIGNATION -  BATTLE
 FC1892  PID         -  FC1892
 FC1892  STATE/COUNTY-  TN/MARION
 FC1892  USGS QUAD   -  MONTEAGLE (1982)
 FC1892
 FC1892                         *CURRENT SURVEY CONTROL
 FC1892  ___________________________________________________________________
 FC1892* NAD 83(1995)-  35 10 59.84013(N)    085 49 13.13763(W)     ADJUSTED  
 FC1892* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FC1892  ___________________________________________________________________
 FC1892  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FC1892  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1892
 FC1892  HORZ ORDER  -  SECOND
 FC1892
 FC1892.The horizontal coordinates were established by classical geodetic methods
 FC1892.and adjusted by the National Geodetic Survey in April 1999..
 FC1892
 FC1892.The orthometric height was scaled from a topographic map.
 FC1892
 FC1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1892
 FC1892.The geoid height was determined by GEOID03.
 FC1892
 FC1892;                    North         East     Units Scale Factor Converg.
 FC1892;SPC TN       -    94,318.293   616,366.556   MT  1.00001244   +0 06 18.7
 FC1892;SPC TN       -   309,442.60  2,022,195.94   sFT  1.00001244   +0 06 18.7
 FC1892;UTM  16      - 3,894,006.598   607,410.095   MT  0.99974218   +0 40 47.3
 FC1892
 FC1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1892!SPC TN       -   0.99996763  x   1.00001244  =   0.99998007
 FC1892!UTM  16      -   0.99996763  x   0.99974218  =   0.99970982
 FC1892
 FC1892|---------------------------------------------------------------------|
 FC1892| PID    Reference Object                     Distance      Geod. Az  |
 FC1892|                                                           dddmmss.s |
 FC1892| CG5549 BATTLE RM 1                          10.375 METERS 02459     |
 FC1892| CG5548 BATTLE AZ MK                                       0311249.3 |
 FC1892| CG5550 BATTLE RM 2                           8.846 METERS 29813     |
 FC1892|---------------------------------------------------------------------|
 FC1892
 FC1892                          SUPERSEDED SURVEY CONTROL
 FC1892
 FC1892  NAD 83(1995)-  35 10 59.84200(N)    085 49 13.13746(W) AD(       ) 2
 FC1892  NAD 83(1995)-  35 10 59.84220(N)    085 49 13.13836(W) AD(       ) 2
 FC1892  NAD 83(1995)-  35 10 59.84580(N)    085 49 13.13551(W) AD(       ) 2
 FC1892  NAD 83(1986)-  35 10 59.84660(N)    085 49 13.13493(W) AD(       ) 2
 FC1892  NAD 27      -  35 10 59.55320(N)    085 49 13.23010(W) AD(       ) 2
 FC1892
 FC1892.Superseded values are not recommended for survey control.
 FC1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1892.See file dsdata.txt to determine how the superseded data were derived.
 FC1892
 FC1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0741094007(NAD 83)
 FC1892_MARKER: DS = TRIANGULATION STATION DISK
 FC1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1892
 FC1892  HISTORY     - Date     Condition        Report By
 FC1892  HISTORY     - 1962     MONUMENTED       CGS
 FC1892
 FC1892                          STATION DESCRIPTION
 FC1892
 FC1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1892'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MOUNTEAGLE AT THE
 FC1892'JUNCTION OF BEAR DEN HOLLOW AND LADD COVE ON BATTLE CREEK
 FC1892'AND ON THE SOUTH RIGHT OF WAY OF A COUNTY ROAD.
 FC1892'
 FC1892'TO REACH FROM THE POST OFFICE IN MOUNTEAGLE, GO SOUTHEAST ON U.S.
 FC1892'HIGHWAYS 41 AND 64 FOR 4.9 MILES TO THE AZIMUTH MARK ON THE
 FC1892'LEFT, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.8 MILE TO A SIDE ROAD
 FC1892'RIGHT, JUST AT THE FOOT OF THE MOUNTAIN, TURN SHARP RIGHT
 FC1892'AND GO 1.7 MILE TO THE STATION ON THE LEFT.
 FC1892'
 FC1892'THE STATION IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE COUNTY
 FC1892'ROAD AND 6.3 FEET NORTH OF A METAL WITNESS POST AT A FENCE
 FC1892'CORNER. IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FC1892'POST SET FLUSH AND IS STAMPED BATTLE 1962.
 FC1892'
 FC1892'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC1892'THE COUNTY ROAD AND 1.5 FEET SOUTHWEST OF FENCE CORNER POST. IT
 FC1892'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1892'PROJECTS 6 INCHES AND IS STAMPED BATTLE NO 1 1962.
 FC1892'
 FC1892'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC1892'THE COUNTY ROAD AND 1.4 FEET NORTH OF A FENCE.  IT IS A
 FC1892'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 FC1892'AND IS STAMPED BATTLE NO 2 1962.
 FC1892'
 FC1892'THE AZIMUTH MARK IS 50 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 FC1892'HIGHWAY 41 AND 64, ABOUT 20 FEET HIGHER THAN THE HIGHWAY AND
 FC1892'3.5 FEET SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD DISK SET
 FC1892'IN A DRILL HOLE IN A LARGE BOULDER AND PROJECTS ABOUT 2 FEET.
 FC1892'IT IS STAMPED BATTLE 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1343 ***********************************************************************
 FC1343  DESIGNATION -  BATTLE AZ MK
 FC1343  PID         -  FC1343
 FC1343  STATE/COUNTY-  TN/MARION
 FC1343  USGS QUAD   -  MONTEAGLE (1982)
 FC1343
 FC1343                         *CURRENT SURVEY CONTROL
 FC1343  ___________________________________________________________________
 FC1343* NAD 83(1986)-  35 11 18.     (N)    085 48 57.     (W)     SCALED    
 FC1343* NAVD 88     -       368.548  (meters)    1209.14   (feet)  ADJUSTED  
 FC1343  ___________________________________________________________________
 FC1343  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1343  DYNAMIC HT  -         368.174 (meters)    1207.92  (feet)  COMP
 FC1343  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 FC1343
 FC1343  VERT ORDER  -  SECOND    CLASS 0
 FC1343
 FC1343.The horizontal coordinates were scaled from a topographic map and have
 FC1343.an estimated accuracy of +/- 6 seconds.
 FC1343
 FC1343.The orthometric height was determined by differential leveling
 FC1343.and adjusted by the National Geodetic Survey in June 1991..
 FC1343
 FC1343.The geoid height was determined by GEOID03.
 FC1343
 FC1343.The dynamic height is computed by dividing the NAVD 88
 FC1343.geopotential number by the normal gravity value computed on the
 FC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1343.degrees latitude (g = 980.6199 gals.).
 FC1343
 FC1343.The modeled gravity was interpolated from observed gravity values.
 FC1343
 FC1343;                    North         East    Units  Estimated Accuracy
 FC1343;SPC TN       -    94,880.      616,770.      MT  (+/- 180 meters Scaled)
 FC1343
 FC1343                          SUPERSEDED SURVEY CONTROL
 FC1343
 FC1343  NGVD 29 (??/??/92)  368.534  (m)         1209.10   (f) ADJ UNCH    2 0
 FC1343
 FC1343.Superseded values are not recommended for survey control.
 FC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1343.See file dsdata.txt to determine how the superseded data were derived.
 FC1343
 FC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD078945(NAD 83)
 FC1343_MARKER: DZ = AZIMUTH MARK DISK
 FC1343_SETTING: 80 = SET IN A BOULDER
 FC1343_SP_SET: BOULDER
 FC1343_STAMPING: BATTLE 1962
 FC1343_MARK LOGO: CGS   
 FC1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1343+STABILITY: SURFACE MOTION
 FC1343
 FC1343  HISTORY     - Date     Condition        Report By
 FC1343  HISTORY     - 1962     MONUMENTED       CGS
 FC1343
 FC1343                          STATION DESCRIPTION
 FC1343
 FC1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1343'4.9 MI SE FROM MONTEAGLE.
 FC1343'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1343'ON U.S. HIGHWAYS 41 AND 64 FOR 4.9 MILES TO THE MARK SET ON THE
 FC1343'LEFT, 50 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1343'41 AND 64, AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.  A
 FC1343'STANDARD AZIMUTH MARK DISK DRILLED IN A LARGE BOULDER, WHICH
 FC1343'PROJECTS ABOUT 2 FEET AND IS ABOUT 25 FEET ABOVE THE LEVEL OF THE
 FC1343'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0247 ***********************************************************************
 FE0247  DESIGNATION -  BATTLE AZ MK
 FE0247  PID         -  FE0247
 FE0247  STATE/COUNTY-  TN/HARDIN
 FE0247  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0247
 FE0247                         *CURRENT SURVEY CONTROL
 FE0247  ___________________________________________________________________
 FE0247* NAD 83(1986)-  35 12 12.     (N)    088 19 35.     (W)     SCALED    
 FE0247* NAVD 88     -       143.728  (meters)     471.55   (feet)  ADJUSTED  
 FE0247  ___________________________________________________________________
 FE0247  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0247  DYNAMIC HT  -         143.597 (meters)     471.12  (feet)  COMP
 FE0247  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 FE0247
 FE0247  VERT ORDER  -  SECOND    CLASS 0
 FE0247
 FE0247.The horizontal coordinates were scaled from a topographic map and have
 FE0247.an estimated accuracy of +/- 6 seconds.
 FE0247
 FE0247.The orthometric height was determined by differential leveling
 FE0247.and adjusted by the National Geodetic Survey in June 1991..
 FE0247
 FE0247.The geoid height was determined by GEOID03.
 FE0247
 FE0247.The dynamic height is computed by dividing the NAVD 88
 FE0247.geopotential number by the normal gravity value computed on the
 FE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0247.degrees latitude (g = 980.6199 gals.).
 FE0247
 FE0247.The modeled gravity was interpolated from observed gravity values.
 FE0247
 FE0247;                    North         East    Units  Estimated Accuracy
 FE0247;SPC TN       -    99,050.      388,170.      MT  (+/- 180 meters Scaled)
 FE0247
 FE0247                          SUPERSEDED SURVEY CONTROL
 FE0247
 FE0247  NGVD 29 (??/??/??)  143.739  (m)          471.58   (f) ADJUSTED    2 0
 FE0247
 FE0247.Superseded values are not recommended for survey control.
 FE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0247.See file dsdata.txt to determine how the superseded data were derived.
 FE0247
 FE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD792963(NAD 83)
 FE0247_MARKER: DZ = AZIMUTH MARK DISK
 FE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0247_STAMPING: BATTLE AZI 1962
 FE0247_MARK LOGO: TNHD  
 FE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0247+STABILITY: SURFACE MOTION
 FE0247
 FE0247  HISTORY     - Date     Condition        Report By
 FE0247  HISTORY     - 1962     MONUMENTED       TNHD
 FE0247
 FE0247                          STATION DESCRIPTION
 FE0247
 FE0247'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0247'1 MI SW FROM CRUMP.
 FE0247'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROUTE 22 AT
 FE0247'CRUMP GO SOUTHWEST ON STATE ROUTE 22 FOR 1.4 MILES TO THE MARK
 FE0247'ON THE RIGHT AS DESCRIBED.  THE MARK IS LOCATED 45 FEET WEST OF
 FE0247'THE CENTERLINE OF STATE ROUTE 22, 2.6 FEET SOUTHWEST OF A WITNESS
 FE0247'POST AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 FE0247'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0247'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0244 ***********************************************************************
 FE0244  DESIGNATION -  BATTLE RM 1
 FE0244  PID         -  FE0244
 FE0244  STATE/COUNTY-  TN/HARDIN
 FE0244  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0244
 FE0244                         *CURRENT SURVEY CONTROL
 FE0244  ___________________________________________________________________
 FE0244* NAD 83(1986)-  35 12 25.     (N)    088 19 27.     (W)     SCALED    
 FE0244* NAVD 88     -       143.644  (meters)     471.27   (feet)  ADJUSTED  
 FE0244  ___________________________________________________________________
 FE0244  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0244  DYNAMIC HT  -         143.513 (meters)     470.84  (feet)  COMP
 FE0244  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FE0244
 FE0244  VERT ORDER  -  SECOND    CLASS 0
 FE0244
 FE0244.The horizontal coordinates were scaled from a topographic map and have
 FE0244.an estimated accuracy of +/- 6 seconds.
 FE0244
 FE0244.The orthometric height was determined by differential leveling
 FE0244.and adjusted by the National Geodetic Survey in June 1991..
 FE0244
 FE0244.The geoid height was determined by GEOID03.
 FE0244
 FE0244.The dynamic height is computed by dividing the NAVD 88
 FE0244.geopotential number by the normal gravity value computed on the
 FE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0244.degrees latitude (g = 980.6199 gals.).
 FE0244
 FE0244.The modeled gravity was interpolated from observed gravity values.
 FE0244
 FE0244;                    North         East    Units  Estimated Accuracy
 FE0244;SPC TN       -    99,440.      388,390.      MT  (+/- 180 meters Scaled)
 FE0244
 FE0244                          SUPERSEDED SURVEY CONTROL
 FE0244
 FE0244  NGVD 29 (??/??/??)  143.655  (m)          471.31   (f) ADJUSTED    2 0
 FE0244
 FE0244.Superseded values are not recommended for survey control.
 FE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0244.See file dsdata.txt to determine how the superseded data were derived.
 FE0244
 FE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD794967(NAD 83)
 FE0244_MARKER: DR = REFERENCE MARK DISK
 FE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0244_STAMPING: BATTLE RM - 1 1962
 FE0244_MARK LOGO: TNHD  
 FE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0244+STABILITY: SURFACE MOTION
 FE0244
 FE0244  HISTORY     - Date     Condition        Report By
 FE0244  HISTORY     - 1962     MONUMENTED       TNHD
 FE0244
 FE0244                          STATION DESCRIPTION
 FE0244
 FE0244'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0244'1 MI SW FROM CRUMP.
 FE0244'THIS MARK IS LOCATED AT THE BATTLE 1962 STATION SITE, 47 FEET
 FE0244'EAST OF THE CENTERLINE OF STATE ROUTE 22, 2 FEET WEST OF A
 FE0244'TELEPHONE POLE AND 2 FEET EAST OF A 12 FOOT HIGHWAY CUT.  THE
 FE0244'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FE0244'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0244'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0246 ***********************************************************************
 FE0246  DESIGNATION -  BATTLE RM 2
 FE0246  PID         -  FE0246
 FE0246  STATE/COUNTY-  TN/HARDIN
 FE0246  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0246
 FE0246                         *CURRENT SURVEY CONTROL
 FE0246  ___________________________________________________________________
 FE0246* NAD 83(1986)-  35 12 25.     (N)    088 19 27.     (W)     SCALED    
 FE0246* NAVD 88     -       142.288  (meters)     466.82   (feet)  ADJUSTED  
 FE0246  ___________________________________________________________________
 FE0246  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0246  DYNAMIC HT  -         142.158 (meters)     466.40  (feet)  COMP
 FE0246  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FE0246
 FE0246  VERT ORDER  -  SECOND    CLASS 0
 FE0246
 FE0246.The horizontal coordinates were scaled from a topographic map and have
 FE0246.an estimated accuracy of +/- 6 seconds.
 FE0246
 FE0246.The orthometric height was determined by differential leveling
 FE0246.and adjusted by the National Geodetic Survey in June 1991..
 FE0246
 FE0246.The geoid height was determined by GEOID03.
 FE0246
 FE0246.The dynamic height is computed by dividing the NAVD 88
 FE0246.geopotential number by the normal gravity value computed on the
 FE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0246.degrees latitude (g = 980.6199 gals.).
 FE0246
 FE0246.The modeled gravity was interpolated from observed gravity values.
 FE0246
 FE0246;                    North         East    Units  Estimated Accuracy
 FE0246;SPC TN       -    99,440.      388,390.      MT  (+/- 180 meters Scaled)
 FE0246
 FE0246                          SUPERSEDED SURVEY CONTROL
 FE0246
 FE0246  NGVD 29 (??/??/??)  142.299  (m)          466.86   (f) ADJUSTED    2 0
 FE0246
 FE0246.Superseded values are not recommended for survey control.
 FE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0246.See file dsdata.txt to determine how the superseded data were derived.
 FE0246
 FE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD794967(NAD 83)
 FE0246_MARKER: DR = REFERENCE MARK DISK
 FE0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0246_STAMPING: BATTLE RM -2 1962
 FE0246_MARK LOGO: TNHD  
 FE0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0246+STABILITY: SURFACE MOTION
 FE0246
 FE0246  HISTORY     - Date     Condition        Report By
 FE0246  HISTORY     - 1962     MONUMENTED       TNHD
 FE0246
 FE0246                          STATION DESCRIPTION
 FE0246
 FE0246'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0246'1 MI SW FROM CRUMP.
 FE0246'THIS MARK IS LOCATED AT THE BATTLE 1962 STATION SITE, 46 FEET
 FE0246'EAST OF THE CENTERLINE OF STATE ROUTE 22, 4 FEET EAST OF A 12
 FE0246'FOOT HIGHWAY CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0246'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FE0246'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0549 ***********************************************************************
 FD0549  DESIGNATION -  BAUGH
 FD0549  PID         -  FD0549
 FD0549  STATE/COUNTY-  TN/WILLIAMSON
 FD0549  USGS QUAD   -  BETHESDA (1982)
 FD0549
 FD0549                         *CURRENT SURVEY CONTROL
 FD0549  ___________________________________________________________________
 FD0549* NAD 83(1995)-  35 48 12.77985(N)    086 51 22.75214(W)     ADJUSTED  
 FD0549* NAVD 88     -       259.710  (meters)     852.07   (feet)  ADJUSTED  
 FD0549  ___________________________________________________________________
 FD0549  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FD0549  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0549  DYNAMIC HT  -         259.480 (meters)     851.31  (feet)  COMP
 FD0549  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0549
 FD0549  HORZ ORDER  -  SECOND
 FD0549  VERT ORDER  -  SECOND    CLASS 0
 FD0549
 FD0549.The horizontal coordinates were established by classical geodetic methods
 FD0549.and adjusted by the National Geodetic Survey in April 1999..
 FD0549
 FD0549.The orthometric height was determined by differential leveling
 FD0549.and adjusted by the National Geodetic Survey in June 1991..
 FD0549
 FD0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0549
 FD0549.The geoid height was determined by GEOID03.
 FD0549
 FD0549.The dynamic height is computed by dividing the NAVD 88
 FD0549.geopotential number by the normal gravity value computed on the
 FD0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0549.degrees latitude (g = 980.6199 gals.).
 FD0549
 FD0549.The modeled gravity was interpolated from observed gravity values.
 FD0549
 FD0549;                    North         East     Units Scale Factor Converg.
 FD0549;SPC TN       -   163,457.595   522,604.963   MT  0.99994854   -0 30 04.8
 FD0549;SPC TN       -   536,277.13  1,714,579.78   sFT  0.99994854   -0 30 04.8
 FD0549;UTM  16      - 3,962,169.152   512,981.578   MT  0.99960208   +0 05 02.6
 FD0549
 FD0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0549!SPC TN       -   0.99996369  x   0.99994854  =   0.99991223
 FD0549!UTM  16      -   0.99996369  x   0.99960208  =   0.99956579
 FD0549
 FD0549:                Primary Azimuth Mark                     Grid Az
 FD0549:SPC TN       -  BAUGH AZ MK                              019 23 20.4
 FD0549:UTM  16      -  BAUGH AZ MK                              018 48 13.0
 FD0549
 FD0549|---------------------------------------------------------------------|
 FD0549| PID    Reference Object                     Distance      Geod. Az  |
 FD0549|                                                           dddmmss.s |
 FD0549| FD0548 BAUGH AZ MK                         APPROX. 1.2 KM 0185315.6 |
 FD0549| FD0550 BAUGH RM 1                           20.611 METERS 16015     |
 FD0549| FD0551 BAUGH RM 2                           20.395 METERS 21225     |
 FD0549|---------------------------------------------------------------------|
 FD0549
 FD0549                          SUPERSEDED SURVEY CONTROL
 FD0549
 FD0549  NAD 83(1995)-  35 48 12.78227(N)    086 51 22.75306(W) AD(       ) 2
 FD0549  NAD 83(1986)-  35 48 12.79054(N)    086 51 22.75412(W) AD(       ) 2
 FD0549  NAD 27      -  35 48 12.54630(N)    086 51 22.75090(W) AD(       ) 2
 FD0549  NGVD 29 (??/??/92)  259.686  (m)          851.99   (f) ADJ UNCH    2 0
 FD0549
 FD0549.Superseded values are not recommended for survey control.
 FD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0549.See file dsdata.txt to determine how the superseded data were derived.
 FD0549
 FD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1298262169(NAD 83)
 FD0549_MARKER: DE = TRAVERSE STATION DISK
 FD0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0549_STAMPING: BAUGH 1960
 FD0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0549+STABILITY: SURFACE MOTION
 FD0549
 FD0549  HISTORY     - Date     Condition        Report By
 FD0549  HISTORY     - 1960     MONUMENTED       CGS
 FD0549  HISTORY     - 1960     GOOD             CGS
 FD0549
 FD0549                          STATION DESCRIPTION
 FD0549
 FD0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0549'THE STATION IS LOCATED 8 MILES SOUTH OF FRANKLIN, 0.5 MILE SOUTHWEST
 FD0549'OF THE HARPETH SCHOOL ON
 FD0549'THE HIGHEST POINT IN THE VICINITY AND JUST WEST OF
 FD0549'A VACANT HOUSE.
 FD0549'
 FD0549'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 31 AND 431 AND THE POST
 FD0549'OFFICE IN FRANKLIN, GO
 FD0549'SOUTHEAST AND SOUTH ON U S HIGHWAY 431 FOR 5.0 MILES TO
 FD0549'THE GOOSE CREEK ROAD LEFT,
 FD0549'CONTINUE SOUTH FOR 3.2 MILES TO THE
 FD0549'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR
 FD0549'0.45 MILE TO A SIDE
 FD0549'ROAD RIGHT AT THE COWLES CHAPEL METHODIST CHURCH, TURN RIGHT,
 FD0549'WEST, ON A
 FD0549'GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 FD0549'SOUTH, ON A TRACK ROAD
 FD0549'FOR 0.3 MILE TO THE TOP OF HILL, VACANT HOUSE
 FD0549'AND STATION ON THE LEFT.
 FD0549'
 FD0549'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BAUGH 1960.  THE
 FD0549'DISK IS CEMENTED IN A
 FD0549'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH.  IT IS 29
 FD0549'FEET WEST OF THE NORTHWEST
 FD0549'CORNER OF VACANT HOUSE, 21 FEET EAST OF
 FD0549'THE CENTER OF A TRACK ROAD, 12.5 FEET SOUTH
 FD0549'OF A FENCE AND 11 FEET
 FD0549'SOUTH OF A WITNESS SIGN.
 FD0549'
 FD0549'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD0549'36 INCHES BELOW THE
 FD0549'SURFACE AND IS STAMPED BAUGH 1960.
 FD0549'
 FD0549'REFERENCE MARK NO 1 IS STAMPED BAUGH NO 1 1960 AND IS CEMENTED IN A
 FD0549'DRILL HOLE IN A BOULDER
 FD0549'FLUSH WITH THE SURFACE.  IT IS 51 FEET EAST OF THE
 FD0549'CENTER OF A TRACK ROAD, 36 FEET
 FD0549'NORTH OF A FENCE AND 22 FEET SOUTH OF
 FD0549'THE SOUTHWEST CORNER OF VACANT HOUSE.
 FD0549'
 FD0549'REFERENCE MARK NO 2 IS STAMPED BAUGH NO 2 1960 AND IS SET FLUSH.  IT
 FD0549'IS 37 FEET NORTH OF A
 FD0549'24-INCH TREE, 8 FEET WEST OF THE CENTER OF A TRACK ROAD
 FD0549'AND 1 FOOT EAST OF A FENCE.
 FD0549'
 FD0549'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0549'59.14 FEET.
 FD0549'
 FD0549'THE AZIMUTH MARK IS STAMPED BAUGH 1960 AND IS SET FLUSH.  IT IS 38
 FD0549'FEET WEST OF THE CENTER OF U
 FD0549'S HIGHWAY 431, 13 FEET SOUTHWEST OF A DRIVEWAY, 3
 FD0549'FEET NORTHEAST OF A FENCE AND 3
 FD0549'FEET NORTH OF A WITNESS SIGN.
 FD0549'
 FD0549'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0549'
 FD0549'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 FD0549
 FD0549                          STATION RECOVERY (1960)
 FD0549
 FD0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0549'7.2 MI NE FROM SPRING HILL.
 FD0549'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0549'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0549'3.6 MILES EAST ON DUPLEX ROAD, THEN 3.35 MILES NORTH ON INTERSTATE
 FD0549'HIGHWAY 65 TO A FARM ROAD ABOUT 0.1 MILE WEST OF THE HIGHWAY,
 FD0549'FOLLOW THE FARM ROAD FOR 0.3 MILE TO THE CREST OF A HILL.  THE
 FD0549'STATION MARK IS 29 FT. WEST OF THE NORTHWEST CORNER OF A VACANT
 FD0549'HOUSE, 21 FT. EAST OF THE CENTER OF A TRACK ROAD, 12.5 FT.
 FD0549'SOUTH OF A FENCE AND 11 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 FD0549'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0548 ***********************************************************************
 FD0548  DESIGNATION -  BAUGH AZ MK
 FD0548  PID         -  FD0548
 FD0548  STATE/COUNTY-  TN/WILLIAMSON
 FD0548  USGS QUAD   -  BETHESDA (1982)
 FD0548
 FD0548                         *CURRENT SURVEY CONTROL
 FD0548  ___________________________________________________________________
 FD0548* NAD 83(1995)-  35 48 50.18744(N)    086 51 07.03902(W)     ADJUSTED  
 FD0548* NAVD 88     -       239.476  (meters)     785.68   (feet)  ADJUSTED  
 FD0548  ___________________________________________________________________
 FD0548  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FD0548  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD0548  DYNAMIC HT  -         239.264 (meters)     784.99  (feet)  COMP
 FD0548  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0548
 FD0548  HORZ ORDER  -  SECOND
 FD0548  VERT ORDER  -  SECOND    CLASS 0
 FD0548
 FD0548.The horizontal coordinates were established by classical geodetic methods
 FD0548.and adjusted by the National Geodetic Survey in April 1999..
 FD0548
 FD0548.The orthometric height was determined by differential leveling
 FD0548.and adjusted by the National Geodetic Survey in June 1991..
 FD0548
 FD0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0548
 FD0548.The geoid height was determined by GEOID03.
 FD0548
 FD0548.The dynamic height is computed by dividing the NAVD 88
 FD0548.geopotential number by the normal gravity value computed on the
 FD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0548.degrees latitude (g = 980.6199 gals.).
 FD0548
 FD0548.The modeled gravity was interpolated from observed gravity values.
 FD0548
 FD0548;                    North         East     Units Scale Factor Converg.
 FD0548;SPC TN       -   164,606.987   523,009.479   MT  0.99994846   -0 29 55.6
 FD0548;SPC TN       -   540,048.09  1,715,906.93   sFT  0.99994846   -0 29 55.6
 FD0548;UTM  16      - 3,963,322.217   513,374.195   MT  0.99960220   +0 05 11.9
 FD0548
 FD0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0548!SPC TN       -   0.99996687  x   0.99994846  =   0.99991533
 FD0548!UTM  16      -   0.99996687  x   0.99960220  =   0.99956909
 FD0548
 FD0548                          SUPERSEDED SURVEY CONTROL
 FD0548
 FD0548  NAD 83(1995)-  35 48 50.18997(N)    086 51 07.03982(W) AD(       ) 2
 FD0548  NAD 83(1986)-  35 48 50.19825(N)    086 51 07.04098(W) AD(       ) 2
 FD0548  NAD 27      -  35 48 49.95560(N)    086 51 07.03740(W) AD(       ) 2
 FD0548  NGVD 29 (??/??/92)  239.453  (m)          785.61   (f) ADJ UNCH    2 0
 FD0548
 FD0548.Superseded values are not recommended for survey control.
 FD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0548.See file dsdata.txt to determine how the superseded data were derived.
 FD0548
 FD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1337463322(NAD 83)
 FD0548_MARKER: DZ = AZIMUTH MARK DISK
 FD0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0548_STAMPING: BAUGH 1960
 FD0548_MARK LOGO: CGS   
 FD0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0548+STABILITY: SURFACE MOTION
 FD0548
 FD0548  HISTORY     - Date     Condition        Report By
 FD0548  HISTORY     - 1960     MONUMENTED       CGS
 FD0548  HISTORY     - 1960     GOOD             CGS
 FD0548  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0548
 FD0548                          STATION DESCRIPTION
 FD0548
 FD0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0548'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 31 AND 431 AND THE POST
 FD0548'OFFICE IN FRANKLIN, GO
 FD0548'SOUTHEAST AND SOUTH ON U S HIGHWAY 431 FOR 5.0 MILES TO
 FD0548'THE GOOSE CREEK ROAD LEFT,
 FD0548'CONTINUE SOUTH FOR 3.2 MILES TO THE
 FD0548'AZIMUTH MARK ON THE RIGHT.
 FD0548'
 FD0548'THE AZIMUTH MARK IS STAMPED BAUGH 1960 AND IS SET FLUSH.  IT IS 38
 FD0548'FEET WEST OF THE CENTER OF U
 FD0548'S HIGHWAY 431, 13 FEET SOUTHWEST OF A DRIVEWAY, 3
 FD0548'FEET NORTHEAST OF A FENCE AND 3
 FD0548'FEET NORTH OF A WITNESS SIGN.
 FD0548
 FD0548                          STATION RECOVERY (1960)
 FD0548
 FD0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0548'8.2 MI NE FROM SPRING HILL.
 FD0548'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0548'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0548'3.6 MILES EAST ON DUPLEX ROAD, THEN 3.95 MILES NORTH ON INTERSTATE
 FD0548'HIGHWAY 65, THEN 0.7 MILE NORTH ON U.S. HIGHWAY 431.  THE
 FD0548'AZIMUTH MARK IS 38 FT. WEST OF THE CENTER OF U.S. HIGHWAY 431,
 FD0548'13 FT. SOUTHWEST OF A DRIVEWAY, 3 FT. NORTHEAST OF A FENCE,
 FD0548'AND 3 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FD0548'A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 3 FT.
 FD0548'ABOVE THE LEVEL OF THE HIGHWAY.
 FD0548
 FD0548                          STATION RECOVERY (1979)
 FD0548
 FD0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0548'THERE HAS BEEN LANDSCAPING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0550 ***********************************************************************
 FD0550  DESIGNATION -  BAUGH RM 1
 FD0550  PID         -  FD0550
 FD0550  STATE/COUNTY-  TN/WILLIAMSON
 FD0550  USGS QUAD   -  BETHESDA (1982)
 FD0550
 FD0550                         *CURRENT SURVEY CONTROL
 FD0550  ___________________________________________________________________
 FD0550* NAD 83(1986)-  35 48 12.     (N)    086 51 22.     (W)     SCALED    
 FD0550* NAVD 88     -       259.613  (meters)     851.75   (feet)  ADJUSTED  
 FD0550  ___________________________________________________________________
 FD0550  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0550  DYNAMIC HT  -         259.383 (meters)     850.99  (feet)  COMP
 FD0550  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0550
 FD0550  VERT ORDER  -  SECOND    CLASS 0
 FD0550
 FD0550.The horizontal coordinates were scaled from a topographic map and have
 FD0550.an estimated accuracy of +/- 6 seconds.
 FD0550
 FD0550.The orthometric height was determined by differential leveling
 FD0550.and adjusted by the National Geodetic Survey in June 1991..
 FD0550
 FD0550.The geoid height was determined by GEOID03.
 FD0550
 FD0550.The dynamic height is computed by dividing the NAVD 88
 FD0550.geopotential number by the normal gravity value computed on the
 FD0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0550.degrees latitude (g = 980.6199 gals.).
 FD0550
 FD0550.The modeled gravity was interpolated from observed gravity values.
 FD0550
 FD0550;                    North         East    Units  Estimated Accuracy
 FD0550;SPC TN       -   163,430.      522,620.      MT  (+/- 180 meters Scaled)
 FD0550
 FD0550                          SUPERSEDED SURVEY CONTROL
 FD0550
 FD0550  NGVD 29 (??/??/92)  259.588  (m)          851.66   (f) ADJ UNCH    2 0
 FD0550
 FD0550.Superseded values are not recommended for survey control.
 FD0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0550.See file dsdata.txt to determine how the superseded data were derived.
 FD0550
 FD0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130621(NAD 83)
 FD0550_MARKER: DR = REFERENCE MARK DISK
 FD0550_SETTING: 80 = SET IN A BOULDER
 FD0550_SP_SET: BOULDER
 FD0550_STAMPING: BAUGH NO 1 1960
 FD0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0550+STABILITY: SURFACE MOTION
 FD0550
 FD0550  HISTORY     - Date     Condition        Report By
 FD0550  HISTORY     - 1960     MONUMENTED       CGS
 FD0550
 FD0550                          STATION DESCRIPTION
 FD0550
 FD0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0550'7.2 MI NE FROM SPRING HILL.
 FD0550'THIS MARK IS LOCATED AT THE BAUGH 1960 STATION SITE, 67.6 FT.
 FD0550'SOUTHEAST OF THE STATION MARK, 51 FT. EAST OF THE CENTER OF
 FD0550'A TRACK ROAD, 36 FT. NORTH OF A FENCE AND 22 FT. SOUTH OF THE
 FD0550'SOUTHWEST CORNER OF A VACANT HOUSE.  THE DISK IS CEMENTED IN
 FD0550'A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0551 ***********************************************************************
 FD0551  DESIGNATION -  BAUGH RM 2
 FD0551  PID         -  FD0551
 FD0551  STATE/COUNTY-  TN/WILLIAMSON
 FD0551  USGS QUAD   -  BETHESDA (1982)
 FD0551
 FD0551                         *CURRENT SURVEY CONTROL
 FD0551  ___________________________________________________________________
 FD0551* NAD 83(1986)-  35 48 12.     (N)    086 51 22.     (W)     SCALED    
 FD0551* NAVD 88     -       259.638  (meters)     851.83   (feet)  ADJUSTED  
 FD0551  ___________________________________________________________________
 FD0551  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0551  DYNAMIC HT  -         259.408 (meters)     851.07  (feet)  COMP
 FD0551  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0551
 FD0551  VERT ORDER  -  SECOND    CLASS 0
 FD0551
 FD0551.The horizontal coordinates were scaled from a topographic map and have
 FD0551.an estimated accuracy of +/- 6 seconds.
 FD0551
 FD0551.The orthometric height was determined by differential leveling
 FD0551.and adjusted by the National Geodetic Survey in June 1991..
 FD0551
 FD0551.The geoid height was determined by GEOID03.
 FD0551
 FD0551.The dynamic height is computed by dividing the NAVD 88
 FD0551.geopotential number by the normal gravity value computed on the
 FD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0551.degrees latitude (g = 980.6199 gals.).
 FD0551
 FD0551.The modeled gravity was interpolated from observed gravity values.
 FD0551
 FD0551;                    North         East    Units  Estimated Accuracy
 FD0551;SPC TN       -   163,430.      522,620.      MT  (+/- 180 meters Scaled)
 FD0551
 FD0551                          SUPERSEDED SURVEY CONTROL
 FD0551
 FD0551  NGVD 29 (??/??/92)  259.614  (m)          851.75   (f) ADJ UNCH    2 0
 FD0551
 FD0551.Superseded values are not recommended for survey control.
 FD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0551.See file dsdata.txt to determine how the superseded data were derived.
 FD0551
 FD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130621(NAD 83)
 FD0551_MARKER: DR = REFERENCE MARK DISK
 FD0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0551_STAMPING: BAUGH NO 2 1960
 FD0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0551+STABILITY: SURFACE MOTION
 FD0551
 FD0551  HISTORY     - Date     Condition        Report By
 FD0551  HISTORY     - 1960     MONUMENTED       CGS
 FD0551
 FD0551                          STATION DESCRIPTION
 FD0551
 FD0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0551'7.2 MI NE FROM SPRING HILL.
 FD0551'THIS MARK IS LOCATED AT THE BAUGH 1960 STATION SITE, 67 FT.
 FD0551'SOUTHWEST OF THE STATION MARK, 37 FT. NORTH OF A 24-INCH TREE,
 FD0551'8 FT. WEST OF THE CENTER OF A TRACK ROAD AND 1 FT. EAST OF A
 FD0551'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0551'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2182 ***********************************************************************
 GC2182  DESIGNATION -  BAULCH
 GC2182  PID         -  GC2182
 GC2182  STATE/COUNTY-  TN/SUMNER
 GC2182  USGS QUAD   -  GALLATIN (1983)
 GC2182
 GC2182                         *CURRENT SURVEY CONTROL
 GC2182  ___________________________________________________________________
 GC2182* NAD 83(1995)-  36 28 01.23104(N)    086 28 21.37809(W)     ADJUSTED  
 GC2182* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 GC2182  ___________________________________________________________________
 GC2182  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GC2182  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2182
 GC2182  HORZ ORDER  -  FIRST
 GC2182
 GC2182.The horizontal coordinates were established by classical geodetic methods
 GC2182.and adjusted by the National Geodetic Survey in April 1999..
 GC2182
 GC2182.The orthometric height was scaled from a topographic map.
 GC2182
 GC2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2182
 GC2182.The geoid height was determined by GEOID03.
 GC2182
 GC2182;                    North         East     Units Scale Factor Converg.
 GC2182;SPC TN       -   236,837.281   557,640.610   MT  1.00000932   -0 16 36.1
 GC2182;SPC TN       -   777,023.65  1,829,525.90   sFT  1.00000932   -0 16 36.1
 GC2182;UTM  16      - 4,035,877.817   547,251.223   MT  0.99962751   +0 18 48.5
 GC2182
 GC2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2182!SPC TN       -   0.99995661  x   1.00000932  =   0.99996593
 GC2182!UTM  16      -   0.99995661  x   0.99962751  =   0.99958414
 GC2182
 GC2182|---------------------------------------------------------------------|
 GC2182| PID    Reference Object                     Distance      Geod. Az  |
 GC2182|                                                           dddmmss.s |
 GC2182| CG5553 BAULCH RM 2                          37.155 METERS 08001     |
 GC2182| CG5552 BAULCH RM 1                                        33209     |
 GC2182| CG5551 BAULCH AZ MK                                       3521452.2 |
 GC2182|---------------------------------------------------------------------|
 GC2182
 GC2182                          SUPERSEDED SURVEY CONTROL
 GC2182
 GC2182  NAD 83(1995)-  36 28 01.23169(N)    086 28 21.37873(W) AD(       ) 1
 GC2182  NAD 83(1995)-  36 28 01.23845(N)    086 28 21.38163(W) AD(       ) 1
 GC2182  NAD 83(1986)-  36 28 01.24050(N)    086 28 21.38158(W) AD(       ) 1
 GC2182  NAD 27      -  36 28 01.08100(N)    086 28 21.40500(W) AD(       ) 1
 GC2182
 GC2182.Superseded values are not recommended for survey control.
 GC2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2182.See file dsdata.txt to determine how the superseded data were derived.
 GC2182
 GC2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4725135878(NAD 83)
 GC2182_MARKER: DS = TRIANGULATION STATION DISK
 GC2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2182
 GC2182  HISTORY     - Date     Condition        Report By
 GC2182  HISTORY     - 1930     MONUMENTED       CGS
 GC2182  HISTORY     - 1938     GOOD             CGS
 GC2182
 GC2182                          STATION DESCRIPTION
 GC2182
 GC2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2182'ABOUT 6-3/4 MILES NORTH OF GALLATIN ON ROAD TO FOUNTAIN HEAD, 7-3/4
 GC2182'MILES SOUTH-SOUTHEAST OF PORTLAND, 0.3 MILE EAST OF STATE ROUTE 109,
 GC2182'AT TOP OF LONG STEEP HILL WHERE ROAD MAKES SHARP TURN TO LEFT, AND ON
 GC2182'LAND OWNED BY CAPPIE HOFFMAN.  WOODS ROADS LEAD OFF FROM BOTH
 GC2182'SIDES OF THIS TURN.  TO REACH FROM JUNCTION OF U.S. ROUTE 31E AND
 GC2182'STATE ROUTE 109 IN GALLATIN, GO WEST AND NORTH 6.0 MILES ON
 GC2182'ROUTE 109 TO SIDE ROAD TO RIGHT AT SUMMIT OF HIGHWAY GRADE, TURN
 GC2182'RIGHT ONTO OLD HIGHWAY AND GO EAST TO WHERE IT TURNS SHARPLY TO
 GC2182'LEFT AND CROSSES RIDGE.  STATION IS 150 FEET NORTHWEST OF THIS
 GC2182'TURN, IN SOUTH EDGE OF FIELD, 10 FEET NORTH OF NORTH EDGE OF WOODS,
 GC2182'AND 105 FEET WEST OF CENTER LINE OF OLD ROAD.  SURFACE AND
 GC2182'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2182'UPPER MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE
 GC2182'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS SET IN SQUARE CONCRETE
 GC2182'MONUMENTS.  REFERENCE MARK NO. 1 (1933), PROJECTING 8 INCHES
 GC2182'ABOVE GROUND,
 GC2182'IS 15 FEET WEST OF CENTER LINE OF ROAD AND 280.17 FEET (SLOPE
 GC2182'DISTANCE) FROM STATION, N 7 DEG 45 MIN W.  NO. 2
 GC2182'(1930) PROJECTING 4 INCHES ABOVE GROUND, IS 12 FEET EAST OF
 GC2182'CENTER LINE OF ROAD, 45 FEET SOUTH OF SOUTH EDGE OF WOODS,
 GC2182'90 FEET SOUTH
 GC2182'OF RIGHT-ANGLE TURN IN ROAD, AND 121.90 FEET FROM STATION, N 80 DEG
 GC2182'01 MIN E.  AZIMUTH MARK (REFERENCE MARK NO. 1 (1930))
 GC2182'IS FLUSH WITH GROUND, ABOUT 250 METERS (820 FEET) BEYOND FIRST HOUSE
 GC2182'ON RIGHT SIDE OF ROAD AFTER CROSSING HOLLOW TO NORTH, 80 YARDS
 GC2182'NORTHWEST OF JUNCTION OF OLD HIGHWAY AND ROUTE 109, 25 FEET NORTHEAST
 GC2182'OF CENTER LINE OF OLD ROAD, 90 FEET WEST-SOUTHWEST OF CENTER
 GC2182'LINE OF ROUTE 109, 6 FEET NORTHWEST OF 15-INCH PIN-OAK STUMP, AND
 GC2182'APPROXIMATELY 0.35 MILE FROM STATION, N 27 DEG 51 MIN 16 SEC W.
 GC2182'AIRWAY BEACON NO. 65 (SEE DESCRIPTION THEREOF) IS 13.7
 GC2182'MILES FROM STATION, S 19 DEG 10 MIN 59 SEC W.  AIRWAY BEACON
 GC2182'NO. 66 (SEE DESCRIPTION THEREOF) IS 4.1 MILES FROM STATION,
 GC2182'S 1 DEG 00 MIN 37 SEC E.
 GC2182
 GC2182                          STATION RECOVERY (1938)
 GC2182
 GC2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (SAD)
 GC2182'WHILE THE DESCRIPTION FOLLOWING THE RECOVERY OF THE STATION IN 1938
 GC2182'IS SUBSTANTIALLY THE SAME AS THAT OF THE ORIGINAL DESCRIPTION, IT
 GC2182'IS MORE EXPLICIT.  IN PART IT FOLLOWS-
 GC2182'
 GC2182'TO REACH STATION DRIVE N ON STATE HIGHWAY 109, 6.3 MILES FROM THE
 GC2182'COURTHOUSE SQUARE IN GALLATIN, TO A ROAD SIGN MARKED
 GC2182'SOUTH TUNNEL.  TURN RIGHT HERE TO THIS SIDE ROAD AND FOLLOW
 GC2182'IT ABOUT 200 YARDS.  WHERE IT
 GC2182'TURNS TO THE LEFT, KEEP STRAIGHT ON UP THE HILL ON A PRIVATE ROAD,
 GC2182'THROUGH TWO GATES, TO A WIRE FENCE ALONG THE PROPERTY LINE.  THE
 GC2182'STATION IS 106 FEET W OF THE APPROXIMATE MIDDLE OF THIS PRIVATE ROAD,
 GC2182'AND 13 FEET N OF THE WIRE FENCE ALONG THE PROPERTY LINE.
 GC2182'
 GC2182'REFERENCE MARK NO. 1 (1930) THE AZIMUTH MARK, IS NOW OBSCURED BY
 GC2182'TREES WHICH HAVE GROWN UP AROUND IT.
 GC2182'
 GC2182'ABOVE DATA FROM CAHIER OF MAGNETIC OBSERVATIONS CHECKED BY CEDRIC W.
 GC2182'KROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1790 ***********************************************************************
 GB1790  DESIGNATION -  BAXTER
 GB1790  PID         -  GB1790
 GB1790  STATE/COUNTY-  TN/PUTNAM
 GB1790  USGS QUAD   -  BAXTER (1981)
 GB1790
 GB1790                         *CURRENT SURVEY CONTROL
 GB1790  ___________________________________________________________________
 GB1790* NAD 83(1995)-  36 08 15.20397(N)    085 38 11.63739(W)     ADJUSTED  
 GB1790* NAVD 88     -       319.636  (meters)    1048.67   (feet)  ADJUSTED  
 GB1790  ___________________________________________________________________
 GB1790  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GB1790  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1790  DYNAMIC HT  -         319.350 (meters)    1047.73  (feet)  COMP
 GB1790  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1790
 GB1790  HORZ ORDER  -  SECOND
 GB1790  VERT ORDER  -  SECOND    CLASS 0
 GB1790
 GB1790.The horizontal coordinates were established by classical geodetic methods
 GB1790.and adjusted by the National Geodetic Survey in April 1999..
 GB1790
 GB1790.The orthometric height was determined by differential leveling
 GB1790.and adjusted by the National Geodetic Survey in June 1991..
 GB1790
 GB1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1790
 GB1790.The geoid height was determined by GEOID03.
 GB1790
 GB1790.The dynamic height is computed by dividing the NAVD 88
 GB1790.geopotential number by the normal gravity value computed on the
 GB1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1790.degrees latitude (g = 980.6199 gals.).
 GB1790
 GB1790.The modeled gravity was interpolated from observed gravity values.
 GB1790
 GB1790;                    North         East     Units Scale Factor Converg.
 GB1790;SPC TN       -   200,238.847   632,710.248   MT  0.99996239   +0 12 46.0
 GB1790;SPC TN       -   656,950.28  2,075,816.87   sFT  0.99996239   +0 12 46.0
 GB1790;UTM  16      - 4,000,066.523   622,672.869   MT  0.99978542   +0 48 14.9
 GB1790
 GB1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1790!SPC TN       -   0.99995447  x   0.99996239  =   0.99991686
 GB1790!UTM  16      -   0.99995447  x   0.99978542  =   0.99973990
 GB1790
 GB1790:                Primary Azimuth Mark                     Grid Az
 GB1790:SPC TN       -  BAXTER AZ MK                             011 29 14.9
 GB1790:UTM  16      -  BAXTER AZ MK                             010 53 46.0
 GB1790
 GB1790|---------------------------------------------------------------------|
 GB1790| PID    Reference Object                     Distance      Geod. Az  |
 GB1790|                                                           dddmmss.s |
 GB1790| CG5557 BAXTER AZ MK                                       0114200.9 |
 GB1790| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.11.5 KM 0704932.3 |
 GB1790| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX.13.1 KM 0793142.0 |
 GB1790| GB1792 BAXTER RM 2                          21.106 METERS 26450     |
 GB1790| GB1791 BAXTER RM 1                          28.721 METERS 34522     |
 GB1790| GB2427 BAXTER MUNICIPAL TANK               APPROX. 2.2 KM 3561112.9 |
 GB1790|---------------------------------------------------------------------|
 GB1790
 GB1790                          SUPERSEDED SURVEY CONTROL
 GB1790
 GB1790  NAD 83(1995)-  36 08 15.20600(N)    085 38 11.64072(W) AD(       ) 2
 GB1790  NAD 83(1995)-  36 08 15.20767(N)    085 38 11.64091(W) AD(       ) 2
 GB1790  NAD 83(1986)-  36 08 15.21655(N)    085 38 11.63803(W) AD(       ) 2
 GB1790  NAD 27      -  36 08 14.99510(N)    085 38 11.72050(W) AD(       ) 2
 GB1790  NGVD 29 (??/??/92)  319.700  (m)         1048.88   (f) ADJ UNCH    2 0
 GB1790
 GB1790.Superseded values are not recommended for survey control.
 GB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1790.See file dsdata.txt to determine how the superseded data were derived.
 GB1790
 GB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2267300067(NAD 83)
 GB1790_MARKER: DE = TRAVERSE STATION DISK
 GB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1790_STAMPING: BAXTER 1960
 GB1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1790+STABILITY: SURFACE MOTION
 GB1790
 GB1790  HISTORY     - Date     Condition        Report By
 GB1790  HISTORY     - 1960     MONUMENTED       CGS
 GB1790  HISTORY     - 1960     GOOD             CGS
 GB1790  HISTORY     - 1963     GOOD             CGS
 GB1790  HISTORY     - 1974     GOOD             TVA
 GB1790
 GB1790                          STATION DESCRIPTION
 GB1790
 GB1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1790'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF BAXTER AND NEAR THE
 GB1790'NORTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY WHICH IS NOW UNDER
 GB1790'CONSTRUCTION.
 GB1790'
 GB1790'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BAXTER, GO SOUTH, ON
 GB1790'STATE HIGHWAY 56 FOR 0.1 MILE TO A TRAFFIC LIGHT AND SIDE ROAD
 GB1790'LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS AND GO SOUTHEAST, ON A
 GB1790'HARD SURFACE ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT,
 GB1790'JUST AFTER PASSING JOHNSONS NURSERY. TURN RIGHT, ON A GRAVELED ROAD
 GB1790'AND GO SOUTHERLY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB1790'PROCEED SOUTHERLY, FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT AND THE
 GB1790'STATION ON THE LEFT.
 GB1790'
 GB1790'THE STA MARK IS A STANDARD TRAVERSE DISK, STAMPED BAXTER 1960, SET IN
 GB1790'A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 69 FEET EAST OF A
 GB1790'POWER POLE, 51 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 2.7
 GB1790'FEET NORTH OF A WITNESS POST.
 GB1790'
 GB1790'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED BAXTER NO 1 1960, SET
 GB1790'IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 14 FEET EAST OF A
 GB1790'GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GB1790'
 GB1790'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BAXTER NO 2 1960,
 GB1790'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 19 FEET WEST OF
 GB1790'THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF THE CENTER OF A
 GB1790'DRIVE-WAY, AND 2.7 FEET SOUTH OF A POWER LINE POLE.
 GB1790'
 GB1790'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAXTER 1960, SET IN A
 GB1790'CONCRETE MONUMENT, AND SET FLUSH. IT IS 20 FEET WEST OF THE CENTER
 GB1790'OF A GRAVELED ROAD, 5 FEET WEST OF A FENCE CORNER POST, 2.3 FEET WEST
 GB1790'OF A WITNESS SIGN, AND 1 FOOT SOUTH OF A WIRE FENCE.
 GB1790'
 GB1790'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GB1790
 GB1790                          STATION RECOVERY (1960)
 GB1790
 GB1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1790'1.4 MI S FROM BAXTER.
 GB1790'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1790'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1790'0.5 MILE SOUTH ON A GRAVELED ROAD TO A DRIVEWAY ON THE RIGHT
 GB1790'AND THE STATION.  THE STATION MARK IS ON THE NORTH RIGHT OF WAY
 GB1790'FOR INTERSTATE HIGHWAY 40, 69 FT. EAST OF A POWER LINE POLE, 51
 GB1790'FT. EAST OF THE CENTER OF THE GRAVELED ROAD, AND 2.7 FT. NORTH
 GB1790'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1790'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GB1790
 GB1790                          STATION RECOVERY (1963)
 GB1790
 GB1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1790'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 GB1790'DESCRIBED.  THE ORIGINAL WITNESS POSTS ARE INTACT NEAR EACH MARK.
 GB1790'NO SEARCH WAS MADE FOR THE RMS.
 GB1790'
 GB1790'ROUTE DESRIPTION IS ADEQUATE TO THE AZIMUTH MARK.
 GB1790'
 GB1790'A NEW ROUTE DESCRIPTION TO THE STATION IS AS FOLLOWS--
 GB1790'
 GB1790'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 GB1790'STATE HIGHWAY 56, GO WEST ON I-40 FOR 0.4 MILE TO A SMALL TREE ON
 GB1790'THE RIGHT, AND A POWER LINE CROSSING THE INTERSTATE.  STATION IS ON
 GB1790'THE RIGHT (NORTH) BANK OF INTERSTATE 40.  4 FEET SOUTH OF A
 GB1790'FENCELINE, 3 FEET NORTH OF A METAL WITNESS POST, AND 69 FEET EAST
 GB1790'OF A POWER POLE.
 GB1790
 GB1790                          STATION RECOVERY (1974)
 GB1790
 GB1790'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB1790'BAXTER STATION MARK RECOVERED IN GOOD CONDITION.
 GB1790'
 GB1790'BAXTER 1960 FOUND STAMPED ON THE POINT.
 GB1790'
 GB1790'DESCRIPTION IS GOOD.
 GB1790'AZI MARK AND REFS FOUND AS DESCRIBED.
 GB1790'
 GB1790'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 SOUTH FROM BAXTER,
 GB1790'TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1460 ***********************************************************************
 FD1460  DESIGNATION -  BAXTER
 FD1460  PID         -  FD1460
 FD1460  STATE/COUNTY-  TN/MARSHALL
 FD1460  USGS QUAD   -  LEWISBURG (1981)
 FD1460
 FD1460                         *CURRENT SURVEY CONTROL
 FD1460  ___________________________________________________________________
 FD1460* NAD 83(1995)-  35 28 18.17114(N)    086 52 13.68111(W)     ADJUSTED  
 FD1460* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 FD1460  ___________________________________________________________________
 FD1460  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FD1460  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1460
 FD1460  HORZ ORDER  -  SECOND
 FD1460
 FD1460.The horizontal coordinates were established by classical geodetic methods
 FD1460.and adjusted by the National Geodetic Survey in April 1999..
 FD1460
 FD1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1460
 FD1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1460
 FD1460.The geoid height was determined by GEOID03.
 FD1460
 FD1460;                    North         East     Units Scale Factor Converg.
 FD1460;SPC TN       -   126,654.025   520,998.931   MT  0.99996828   -0 30 34.6
 FD1460;SPC TN       -   415,530.75  1,709,310.66   sFT  0.99996828   -0 30 34.6
 FD1460;UTM  16      - 3,925,364.126   511,751.872   MT  0.99960170   +0 04 30.6
 FD1460
 FD1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1460!SPC TN       -   0.99995041  x   0.99996828  =   0.99991869
 FD1460!UTM  16      -   0.99995041  x   0.99960170  =   0.99955213
 FD1460
 FD1460:                Primary Azimuth Mark                     Grid Az
 FD1460:SPC TN       -  BAXTER AZ MK                             073 20 42.9
 FD1460:UTM  16      -  BAXTER AZ MK                             072 45 37.7
 FD1460
 FD1460|---------------------------------------------------------------------|
 FD1460| PID    Reference Object                     Distance      Geod. Az  |
 FD1460|                                                           dddmmss.s |
 FD1460| CG5554 BAXTER AZ MK                                       0725008.3 |
 FD1460| FD1464 FOWLER                              APPROX.12.4 KM 1553143.8 |
 FD1460| CG5555 BAXTER RM 1                          28.534 METERS 22649     |
 FD1460| CG5556 BAXTER RM 2                          29.785 METERS 33045     |
 FD1460|---------------------------------------------------------------------|
 FD1460
 FD1460                          SUPERSEDED SURVEY CONTROL
 FD1460
 FD1460  NAD 83(1995)-  35 28 18.17417(N)    086 52 13.68267(W) AD(       ) 2
 FD1460  NAD 83(1995)-  35 28 18.17472(N)    086 52 13.68247(W) AD(       ) 2
 FD1460  NAD 83(1986)-  35 28 18.18123(N)    086 52 13.68167(W) AD(       ) 2
 FD1460  NAD 27      -  35 28 17.91600(N)    086 52 13.67800(W) AD(       ) 2
 FD1460  NGVD 29 (07/19/86)  343.7    (m)         1128.     (f) VERT ANG       
 FD1460
 FD1460.Superseded values are not recommended for survey control.
 FD1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1460.See file dsdata.txt to determine how the superseded data were derived.
 FD1460
 FD1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1175225364(NAD 83)
 FD1460_MARKER: DS = TRIANGULATION STATION DISK
 FD1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1460
 FD1460  HISTORY     - Date     Condition        Report By
 FD1460  HISTORY     - 1934     MONUMENTED       CGS
 FD1460  HISTORY     - 1960     GOOD             CGS
 FD1460
 FD1460                          STATION DESCRIPTION
 FD1460
 FD1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1460'ON SUMMIT OF BAXTER RIDGE, 4.5 MILES WEST ALONG ROUTE 50 FROM
 FD1460'COURTHOUSE IN
 FD1460'LEWISBURG, 1 MILE SOUTH OF HIGHWAY AT THIS POINT, ABOUT
 FD1460'0.25 MILE SOUTHWEST AND 200 FEET
 FD1460'ABOVE OLD BAXTER FARM, ON SUMMIT OF
 FD1460'SOUTHEASTERLY AND HIGHER OF TWO RIDGES OF ABOUT
 FD1460'SAME ELEVATION, IN
 FD1460'APPROXIMATE CENTER OF TRIANGLE-SHAPED SUMMIT, 130 FEET
 FD1460'NORTH-NORTHEAST
 FD1460'OF 30-INCH OAK TREE, AND 70 FEET EAST OF WIRE FENCE
 FD1460'ON WEST SIDE OF HILL.  TO REACH
 FD1460'FROM COLUMBIA, GO EAST 15.4 MILES ON
 FD1460'ROUTE 50 (OR 2.6 MILES EAST OF SILVER CREEK
 FD1460'RAILROAD STATION), TURN
 FD1460'RIGHT ONTO DIRT ROAD AT CURVE TO LEFT IN HIGHWAY, GO 0.2 MILE,
 FD1460'TURN RIGHT
 FD1460'THROUGH TWO LARGE STONE POSTS, GO 0.75 MILE TO END OF ROAD AT
 FD1460'HOUSE AND TWO BARNS (END
 FD1460'OF TRUCK TRAVEL), AND THEN DUE SOUTH ABOUT
 FD1460'0.75 MILE TO STATION SITE ON MOST PROMINENT
 FD1460'KNOB OR RIDGE IN
 FD1460'VICINITY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FD1460'STATION MARKS
 FD1460'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1460'STANDARD REFERENCE DISKS
 FD1460'IN CONCRETE.  NO 1 IS ABOUT 2 FEET
 FD1460'EAST OF WIRE FENCE AND 93.66 FEET FROM
 FD1460'STATION 46 DEG 49
 FD1460'MIN.  NO 2 IS ABOUT 2 FEET EAST OF WIRE FENCE AND 97.72
 FD1460'FEET FROM
 FD1460'STATION 150 DEG 45 MIN.  DISTANCE BETWEEN NO 1 AND NO 2 IS
 FD1460'150.75 FEET.
 FD1460'AZIMUTH MARK IS ON ROUTE 50, ABOUT 100 YARDS SOUTHWEST
 FD1460'OF S B DAVIS HOUSE, 35 FEET
 FD1460'NORTH OF CENTER LINE OF HIGHWAY ON SOUTH
 FD1460'FENCE LINE OF DAVIS PROPERTY, AND 1 MILE FROM
 FD1460'STATION N 72 DEG 51 MIN E.
 FD1460
 FD1460                          STATION RECOVERY (1960)
 FD1460
 FD1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1460'THE STATION MARK, REFERENCE MARK NO 1, AND REFERENCE MARK NO 2 WERE
 FD1460'RECOVERED AND FOUND IN
 FD1460'GOOD CONDITION.  AFTER A COMPLETE AND THOROUGH SEARCH
 FD1460'WAS MADE FOR THE AZIMUTH MARK,
 FD1460'IT IS BELIEVED TO HAVE BEEN DESTROYED.
 FD1460'NO NEW AZIMUTH MARK WAS ESTABLISHED AS IT WOULD
 FD1460'BE IMPOSSIBLE TO
 FD1460'CLEAR A LINE OF SIGHT WITHOUT DESTROYING TIMBER DEEMED VALUABLE BY
 FD1460'THE PROPERTY
 FD1460'OWNER.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1460'
 FD1460'THE STATION IS LOCATED ON THE PROPERTY OF MR T E HARRIS, ABOUT 8
 FD1460'MILES NORTH OF
 FD1460'CORNERSVILLE, 5 MILES WEST OF LEWISBURG, AND ON THE SUMMIT OF A
 FD1460'HEAVILY TIMBERED
 FD1460'HILL.
 FD1460'
 FD1460'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 FD1460'LEWISBURG, GO WEST ON
 FD1460'STATE HIGHWAY 50 FOR 1.25 MILES TO THE JUNCTION OF STATE
 FD1460'HIGHWAYS 50 AND 50A.  KEEP
 FD1460'RIGHT AND GO WESTERLY ON STATE HIGHWAY 50
 FD1460'FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN
 FD1460'LEFT, SOUTH, GO 0.2 MILE TO
 FD1460'A SIDE ROAD RIGHT.  TURN RIGHT, WEST, GO 0.75 MILE TO THE
 FD1460'RESIDENCE OF MR
 FD1460'T E HARRIS, AND THE END OF TRUCK TRAVEL.  HERE PACK SOUTHWEST
 FD1460'TO THE HIGHEST POINT AND
 FD1460'THE STATION.  (30-MINUTE PACK)
 FD1460'
 FD1460'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1460'STAMPED BAXTER 1934,
 FD1460'AND PROJECTS 4 INCHES.  IT IS 60 FEET EAST OF A WOVEN
 FD1460'WIRE FENCE AND SET IN ABOUT THE
 FD1460'CENTER OF A TRIANGLE-SHAPED SUMMIT.
 FD1460'
 FD1460'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1460'STAMPED BAXTER NO 1
 FD1460'1934, AND PROJECTS 4 INCHES.  IT IS 8 FEET SOUTHEAST OF A
 FD1460'14-INCH TREE AND 1.4 FEET EAST
 FD1460'OF A WOVEN WIRE FENCE.
 FD1460'
 FD1460'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1460'STAMPED BAXTER NO 2
 FD1460'1934, AND PROJECTS 5 INCHES.  IT IS 6 FEET SOUTH OF A
 FD1460'20-INCH WALNUT TREE AND 1.2
 FD1460'FEET EAST OF A WOVEN WIRE FENCE.
 FD1460'
 FD1460'HEIGHT OF TELESCOPE ABOVE STATION MARK 19.6 METERS.
 FD1460'
 FD1460'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4027 ***********************************************************************
 FB4027  DESIGNATION -  BAXTER
 FB4027  PID         -  FB4027
 FB4027  STATE/COUNTY-  TN/KNOX
 FB4027  USGS QUAD   -  KNOXVILLE (1978)
 FB4027
 FB4027                         *CURRENT SURVEY CONTROL
 FB4027  ___________________________________________________________________
 FB4027* NAD 83(1995)-  35 58 34.65102(N)    083 56 08.75227(W)     ADJUSTED  
 FB4027* NAVD 88     -       292.8    (meters)     961.     (feet)  VERTCON   
 FB4027  ___________________________________________________________________
 FB4027  X           -     545,939.261 (meters)                     COMP
 FB4027  Y           -  -5,138,838.312 (meters)                     COMP
 FB4027  Z           -   3,726,217.096 (meters)                     COMP
 FB4027  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FB4027  ELLIP HEIGHT-         262.07  (meters)          (04/12/99) GPS OBS
 FB4027  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4027
 FB4027  HORZ ORDER  -  FIRST
 FB4027  ELLP ORDER  -  FOURTH    CLASS I
 FB4027
 FB4027.The horizontal coordinates were established by GPS observations
 FB4027.and adjusted by the National Geodetic Survey in April 1999..
 FB4027
 FB4027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4027
 FB4027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4027
 FB4027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4027
 FB4027.The ellipsoidal height was determined by GPS observations
 FB4027.and is referenced to NAD 83.
 FB4027
 FB4027.The geoid height was determined by GEOID03.
 FB4027
 FB4027;                    North         East     Units Scale Factor Converg.
 FB4027;SPC TN       -   184,248.189   786,151.937   MT  0.99995147   +1 12 30.5
 FB4027;SPC TN       -   604,487.60  2,579,233.48   sFT  0.99995147   +1 12 30.5
 FB4027;UTM  17      - 3,985,304.820   235,291.165   MT  1.00046350   -1 43 32.2
 FB4027;UTM  16      - 3,985,661.558   776,296.040   MT  1.00054076   +1 48 04.4
 FB4027
 FB4027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4027!SPC TN       -   0.99995887  x   0.99995147  =   0.99991034
 FB4027!UTM  17      -   0.99995887  x   1.00046350  =   1.00042235
 FB4027!UTM  16      -   0.99995887  x   1.00054076  =   1.00049961
 FB4027
 FB4027                          SUPERSEDED SURVEY CONTROL
 FB4027
 FB4027  NAD 83(1995)-  35 58 34.65201(N)    083 56 08.75871(W) AD(       ) 1
 FB4027  ELLIP H (05/28/93)  262.02   (m)                       GP(       ) 4 2
 FB4027  NGVD 29 (05/28/93)  293.0    (m)          961.     (f) GPS OBS        
 FB4027
 FB4027.Superseded values are not recommended for survey control.
 FB4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4027.See file dsdata.txt to determine how the superseded data were derived.
 FB4027
 FB4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3529185305(NAD 83)
 FB4027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FB4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4027+STABILITY: SURFACE MOTION
 FB4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4027+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4027
 FB4027  HISTORY     - Date     Condition        Report By
 FB4027  HISTORY     - UNK      MONUMENTED
 FB4027  HISTORY     - 1988     GOOD             AEROS
 FB4027  HISTORY     - 20010323 GOOD             USPSQD
 FB4027  HISTORY     - 20060112 GOOD             USPSQD
 FB4027
 FB4027                          STATION DESCRIPTION
 FB4027
 FB4027'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4027'THE STATION WAS RECOVERED AT THIS DATE.
 FB4027'A NEW DESCRIPTION FOLLOWS.
 FB4027'
 FB4027'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 FB4027'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4027'1.0 KM (0.6 MI) NORTHWEST OF THE JUNCTION OF INTERSTATES 40 AND
 FB4027'275, AND AT THE JUNCTION OF INTERSTATE 275 AND BAXTER AVENUE.
 FB4027'OWNERSHIP--STATE OF TENNESSEE.
 FB4027'
 FB4027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4027'STREET) AND STATE ROUTE 62 (WESTERN AVENUE), GO
 FB4027'NORTH FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4027'STREET BECOMES BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT)
 FB4027'TO THE (Y) INTERSECTION OF CENTRAL STREET.
 FB4027'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.4 MI) ON CENTRAL STREET TO
 FB4027'THE INTERSECTION OF BAXTER AVENUE.
 FB4027'TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON BAXTER AVENUE TO
 FB4027'THE STATION ON THE LEFT AGAINST THE BACK OF A SIDEWALK ABOUT MIDWAY
 FB4027'BETWEEN THE SOUTH BOUND ENTRANCE TO INTERSTATE 275 AND THE EAST
 FB4027'BOUND EXIT FROM INTERSTATE 275.
 FB4027'
 FB4027'THE STATION IS A STANDARD TNDT DISK
 FB4027'STAMPED---BAXTER 1965---,
 FB4027'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FB4027'25 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FB4027'10.5 METERS (34.6 FT) SOUTHEAST FROM THE CENTERLINE MEDIAN OF
 FB4027'BAXTER AVENUE,
 FB4027'22.9 METERS (75.2 FT) WEST FROM A POWER POLE NUMBERED 37092,
 FB4027'18.1 METERS (59.5 FT) EAST FROM A POWER POLE NUMBERED 37093, AND
 FB4027'0.2 METERS (0.6 FT) SOUTH FROM THE BACK OF A SIDEWALK.
 FB4027
 FB4027                          STATION RECOVERY (2001)
 FB4027
 FB4027'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4027'RECOVERED IN GOOD CONDITION.
 FB4027
 FB4027                          STATION RECOVERY (2006)
 FB4027
 FB4027'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1793 ***********************************************************************
 GB1793  DESIGNATION -  BAXTER AZ MK
 GB1793  PID         -  GB1793
 GB1793  STATE/COUNTY-  TN/PUTNAM
 GB1793  USGS QUAD   -  BAXTER (1981)
 GB1793
 GB1793                         *CURRENT SURVEY CONTROL
 GB1793  ___________________________________________________________________
 GB1793* NAD 83(1986)-  36 08 25.     (N)    085 38 09.     (W)     SCALED    
 GB1793* NAVD 88     -       318.976  (meters)    1046.51   (feet)  ADJUSTED  
 GB1793  ___________________________________________________________________
 GB1793  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1793  DYNAMIC HT  -         318.690 (meters)    1045.57  (feet)  COMP
 GB1793  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GB1793
 GB1793  VERT ORDER  -  SECOND    CLASS 0
 GB1793
 GB1793.The horizontal coordinates were scaled from a topographic map and have
 GB1793.an estimated accuracy of +/- 6 seconds.
 GB1793
 GB1793.The orthometric height was determined by differential leveling
 GB1793.and adjusted by the National Geodetic Survey in June 1991..
 GB1793
 GB1793.The geoid height was determined by GEOID03.
 GB1793
 GB1793.The dynamic height is computed by dividing the NAVD 88
 GB1793.geopotential number by the normal gravity value computed on the
 GB1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1793.degrees latitude (g = 980.6199 gals.).
 GB1793
 GB1793.The modeled gravity was interpolated from observed gravity values.
 GB1793
 GB1793;                    North         East    Units  Estimated Accuracy
 GB1793;SPC TN       -   200,540.      632,780.      MT  (+/- 180 meters Scaled)
 GB1793
 GB1793                          SUPERSEDED SURVEY CONTROL
 GB1793
 GB1793  NGVD 29 (??/??/92)  319.040  (m)         1046.72   (f) ADJ UNCH    2 0
 GB1793
 GB1793.Superseded values are not recommended for survey control.
 GB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1793.See file dsdata.txt to determine how the superseded data were derived.
 GB1793
 GB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF227003(NAD 83)
 GB1793_MARKER: DZ = AZIMUTH MARK DISK
 GB1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1793_STAMPING: BAXTER 1960
 GB1793_MARK LOGO: CGS   
 GB1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1793+STABILITY: SURFACE MOTION
 GB1793
 GB1793  HISTORY     - Date     Condition        Report By
 GB1793  HISTORY     - 1960     MONUMENTED       CGS
 GB1793
 GB1793                          STATION DESCRIPTION
 GB1793
 GB1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1793'1.2 MI S FROM BAXTER.
 GB1793'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1793'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1793'0.3 MILE SOUTH ON A GRAVELED ROAD.  THE AZIMUTH MARK IS 20 FT.
 GB1793'WEST OF THE CENTER OF THE GRAVELED ROAD, 5 FT. WEST OF A FENCE
 GB1793'CORNER POST, 1 FT. SOUTH OF A WIRE FENCE, AND 2.3 FT. WEST OF A
 GB1793'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1793'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2427 ***********************************************************************
 GB2427  DESIGNATION -  BAXTER MUNICIPAL TANK
 GB2427  PID         -  GB2427
 GB2427  STATE/COUNTY-  TN/PUTNAM
 GB2427  USGS QUAD   -  BAXTER (1981)
 GB2427
 GB2427                         *CURRENT SURVEY CONTROL
 GB2427  ___________________________________________________________________
 GB2427* NAD 83(1995)-  36 09 26.91525(N)    085 38 17.53113(W)     ADJUSTED  
 GB2427* NAVD 88     -                                                        
 GB2427  ___________________________________________________________________
 GB2427  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GB2427  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2427
 GB2427  HORZ ORDER  -  THIRD
 GB2427
 GB2427.The horizontal coordinates were established by classical geodetic methods
 GB2427.and adjusted by the National Geodetic Survey in April 1999..
 GB2427
 GB2427
 GB2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2427
 GB2427.The geoid height was determined by GEOID03.
 GB2427
 GB2427;                    North         East     Units Scale Factor Converg.
 GB2427;SPC TN       -   202,448.541   632,554.729   MT  0.99996428   +0 12 42.5
 GB2427;SPC TN       -   664,199.92  2,075,306.64   sFT  0.99996428   +0 12 42.5
 GB2427;UTM  16      - 4,002,274.100   622,494.576   MT  0.99978488   +0 48 12.8
 GB2427
 GB2427                          SUPERSEDED SURVEY CONTROL
 GB2427
 GB2427  NAD 83(1995)-  36 09 26.91743(N)    085 38 17.53436(W) AD(       ) 4
 GB2427  NAD 83(1995)-  36 09 26.91953(N)    085 38 17.53469(W) AD(       ) 4
 GB2427  NAD 83(1986)-  36 09 26.92774(N)    085 38 17.53201(W) AD(       ) 4
 GB2427  NAD 27      -  36 09 26.70700(N)    085 38 17.61100(W) AD(       ) 3
 GB2427
 GB2427.Superseded values are not recommended for survey control.
 GB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2427.See file dsdata.txt to determine how the superseded data were derived.
 GB2427
 GB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2249502274(NAD 83)
 GB2427_MARKER: 53 = ELEVATED TANK
 GB2427
 GB2427  HISTORY     - Date     Condition        Report By
 GB2427  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2427  HISTORY     - 1960     GOOD             CGS
 GB2427
 GB2427                          STATION DESCRIPTION
 GB2427
 GB2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2427'STATION IS LOCATED IN THE NORTHEAST SECTION OF BAXTER. IT IS ABOUT
 GB2427'200 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL STREET
 GB2427'NORTH-SOUTH, AND PAVED STREET EAST-WEST. THE STATION IS A 4-LEGGED
 GB2427'STEEL STRUCTURE, 125 FEET HIGH WITH A WATER TANK ATOP PAINTED
 GB2427'SILVER WITH THE LEGEND BAXTER PAINTED IN LARGE BLACK LETTERS ON ALL
 GB2427'SIDES OF THE WATER TANK. THE POINT OBSERVED ON WAS THE BALL AT THE
 GB2427'APEX OF THE WATER TANK.
 GB2427'
 GB2427'TO REACH THE STATION FROM THE TENNESSEE CENTRAL RAILROAD DEPOT IN
 GB2427'BAXTER GO EAST ON STATE HIGHWAY NO. 56 FOR 0.3 MILE TO A GRAVEL
 GB2427'STREET LEFT, TURN LEFT AND GO 0.1 MILE TO THE STATION ON THE LEFT AS
 GB2427'DESCRIBED.
 GB2427
 GB2427                          STATION RECOVERY (1960)
 GB2427
 GB2427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2427'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 GB2427'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1791 ***********************************************************************
 GB1791  DESIGNATION -  BAXTER RM 1
 GB1791  PID         -  GB1791
 GB1791  STATE/COUNTY-  TN/PUTNAM
 GB1791  USGS QUAD   -  BAXTER (1981)
 GB1791
 GB1791                         *CURRENT SURVEY CONTROL
 GB1791  ___________________________________________________________________
 GB1791* NAD 83(1986)-  36 08 14.     (N)    085 38 11.     (W)     SCALED    
 GB1791* NAVD 88     -       319.895  (meters)    1049.52   (feet)  ADJUSTED  
 GB1791  ___________________________________________________________________
 GB1791  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1791  DYNAMIC HT  -         319.608 (meters)    1048.58  (feet)  COMP
 GB1791  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1791
 GB1791  VERT ORDER  -  SECOND    CLASS 0
 GB1791
 GB1791.The horizontal coordinates were scaled from a topographic map and have
 GB1791.an estimated accuracy of +/- 6 seconds.
 GB1791
 GB1791.The orthometric height was determined by differential leveling
 GB1791.and adjusted by the National Geodetic Survey in June 1991..
 GB1791
 GB1791.The geoid height was determined by GEOID03.
 GB1791
 GB1791.The dynamic height is computed by dividing the NAVD 88
 GB1791.geopotential number by the normal gravity value computed on the
 GB1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1791.degrees latitude (g = 980.6199 gals.).
 GB1791
 GB1791.The modeled gravity was interpolated from observed gravity values.
 GB1791
 GB1791;                    North         East    Units  Estimated Accuracy
 GB1791;SPC TN       -   200,200.      632,730.      MT  (+/- 180 meters Scaled)
 GB1791
 GB1791                          SUPERSEDED SURVEY CONTROL
 GB1791
 GB1791  NGVD 29 (??/??/92)  319.958  (m)         1049.73   (f) ADJ UNCH    2 0
 GB1791
 GB1791.Superseded values are not recommended for survey control.
 GB1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1791.See file dsdata.txt to determine how the superseded data were derived.
 GB1791
 GB1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226000(NAD 83)
 GB1791_MARKER: DR = REFERENCE MARK DISK
 GB1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1791_STAMPING: BAXTER NO 1 1960
 GB1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1791+STABILITY: SURFACE MOTION
 GB1791
 GB1791  HISTORY     - Date     Condition        Report By
 GB1791  HISTORY     - 1960     MONUMENTED       CGS
 GB1791
 GB1791                          STATION DESCRIPTION
 GB1791
 GB1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1791'1.4 MI S FROM BAXTER.
 GB1791'THIS MARK IS LOCATED AT THE BAXTER 1960 STATION SITE, 94.2 FT.
 GB1791'NORTHWEST OF THE STATION MARK AND 14 FT. EAST OF THE GRAVELED
 GB1791'ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1791'WITH THE GROUND AND ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1792 ***********************************************************************
 GB1792  DESIGNATION -  BAXTER RM 2
 GB1792  PID         -  GB1792
 GB1792  STATE/COUNTY-  TN/PUTNAM
 GB1792  USGS QUAD   -  BAXTER (1981)
 GB1792
 GB1792                         *CURRENT SURVEY CONTROL
 GB1792  ___________________________________________________________________
 GB1792* NAD 83(1986)-  36 08 14.     (N)    085 38 11.     (W)     SCALED    
 GB1792* NAVD 88     -       320.103  (meters)    1050.20   (feet)  ADJUSTED  
 GB1792  ___________________________________________________________________
 GB1792  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1792  DYNAMIC HT  -         319.816 (meters)    1049.26  (feet)  COMP
 GB1792  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1792
 GB1792  VERT ORDER  -  SECOND    CLASS 0
 GB1792
 GB1792.The horizontal coordinates were scaled from a topographic map and have
 GB1792.an estimated accuracy of +/- 6 seconds.
 GB1792
 GB1792.The orthometric height was determined by differential leveling
 GB1792.and adjusted by the National Geodetic Survey in June 1991..
 GB1792
 GB1792.The geoid height was determined by GEOID03.
 GB1792
 GB1792.The dynamic height is computed by dividing the NAVD 88
 GB1792.geopotential number by the normal gravity value computed on the
 GB1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1792.degrees latitude (g = 980.6199 gals.).
 GB1792
 GB1792.The modeled gravity was interpolated from observed gravity values.
 GB1792
 GB1792;                    North         East    Units  Estimated Accuracy
 GB1792;SPC TN       -   200,200.      632,730.      MT  (+/- 180 meters Scaled)
 GB1792
 GB1792                          SUPERSEDED SURVEY CONTROL
 GB1792
 GB1792  NGVD 29 (??/??/92)  320.166  (m)         1050.41   (f) ADJ UNCH    2 0
 GB1792
 GB1792.Superseded values are not recommended for survey control.
 GB1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1792.See file dsdata.txt to determine how the superseded data were derived.
 GB1792
 GB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226000(NAD 83)
 GB1792_MARKER: DR = REFERENCE MARK DISK
 GB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1792_STAMPING: BAXTER NO 2 1960
 GB1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1792+STABILITY: SURFACE MOTION
 GB1792
 GB1792  HISTORY     - Date     Condition        Report By
 GB1792  HISTORY     - 1960     MONUMENTED       CGS
 GB1792
 GB1792                          STATION DESCRIPTION
 GB1792
 GB1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1792'1.4 MI S FROM BAXTER.
 GB1792'THIS MARK IS LOCATED AT THE BAXTER 1960 STATION SITE, 69.2 FT.
 GB1792'WEST OF THE STATION MARK, 19 FT. WEST OF THE CENTER OF A
 GB1792'GRAVELED ROAD, 10 FT. SOUTH OF THE CENTER OF A DRIVE-WAY, AND
 GB1792'2.7 FT. SOUTH OF A POWER LINE POLE.  THE DISK IS SET IN TOP OF
 GB1792'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3430 ***********************************************************************
 GA3430  DESIGNATION -  BAYS MOUNTAIN LOOKOUT TOWER
 GA3430  PID         -  GA3430
 GA3430  STATE/COUNTY-  TN/SULLIVAN
 GA3430  USGS QUAD   -  KINGSPORT (1991)
 GA3430
 GA3430                         *CURRENT SURVEY CONTROL
 GA3430  ___________________________________________________________________
 GA3430* NAD 83(1995)-  36 30 55.71930(N)    082 37 26.98890(W)     ADJUSTED  
 GA3430* NAVD 88     -       740.2    (meters)    2428.     (feet)  VERTCON   
 GA3430  ___________________________________________________________________
 GA3430  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3430  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3430
 GA3430  HORZ ORDER  -  THIRD
 GA3430
 GA3430.The horizontal coordinates were established by classical geodetic methods
 GA3430.and adjusted by the National Geodetic Survey in April 1999..
 GA3430
 GA3430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3430
 GA3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3430
 GA3430.The geoid height was determined by GEOID03.
 GA3430
 GA3430;                    North         East     Units Scale Factor Converg.
 GA3430;SPC TN       -   247,328.370   902,330.485   MT  1.00001902   +1 58 34.9
 GA3430;SPC TN       -   811,443.16  2,960,395.93   sFT  1.00001902   +1 58 34.9
 GA3430;UTM  17      - 4,042,351.629   354,570.818   MT  0.99986058   -0 57 59.8
 GA3430
 GA3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3430!SPC TN       -   0.99988877  x   1.00001902  =   0.99990779
 GA3430!UTM  17      -   0.99988877  x   0.99986058  =   0.99974937
 GA3430
 GA3430                          SUPERSEDED SURVEY CONTROL
 GA3430
 GA3430  NAD 83(1995)-  36 30 55.71958(N)    082 37 26.99045(W) AD(       ) 4
 GA3430  NAD 83(1995)-  36 30 55.71928(N)    082 37 27.00547(W) AD(       ) 4
 GA3430  NAD 83(1995)-  36 30 55.72475(N)    082 37 26.99088(W) AD(       ) 4
 GA3430  NAD 83(1986)-  36 30 55.72584(N)    082 37 26.99170(W) AD(       ) 4
 GA3430  NAD 27      -  36 30 55.36519(N)    082 37 27.42091(W) AD(       ) 3
 GA3430  NGVD 29 (07/19/86)  740.3    (m)         2429.     (f) VERT ANG       
 GA3430
 GA3430.Superseded values are not recommended for survey control.
 GA3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3430.See file dsdata.txt to determine how the superseded data were derived.
 GA3430
 GA3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5457142352(NAD 83)
 GA3430_MARKER: 57 = LOOKOUT TOWER
 GA3430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3430+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 GA3430
 GA3430  HISTORY     - Date     Condition        Report By
 GA3430  HISTORY     - 1964     FIRST OBSERVED   CGS
 GA3430  HISTORY     - 20031012 GOOD             GEOCAC
 GA3430
 GA3430                          STATION DESCRIPTION
 GA3430
 GA3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3430'IT IS A METAL AND GLASS ENCLOSED CAB SUPPORTED BY A FOUR-LEGGED STEEL
 GA3430'STRUCTURE.  THE
 GA3430'OVER-ALL HEIGHT IS APPROXIMATELY 85 FEET.
 GA3430'
 GA3430'THE STATION IS LOCATED ON BAYS MOUNTAIN ABOUT 3.5 MILES SOUTHWEST OF
 GA3430'KINGSPORT.
 GA3430'
 GA3430'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION ET-12 (THD)
 GA3430'1963.  THE POINT
 GA3430'OBSERVED WAS THE APEX OF THE ROOF, AND THE TRAVERSE WAS
 GA3430'MADE TO THE INTERSECTION
 GA3430'POINT OF THE FOUR LEGS AT A POINT ABOUT
 GA3430'2-FEET ABOVE GROUND LEVEL.
 GA3430
 GA3430                          STATION RECOVERY (2003)
 GA3430
 GA3430'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2825 ***********************************************************************
 FE2825  DESIGNATION -  BBB
 FE2825  PID         -  FE2825
 FE2825  STATE/COUNTY-  TN/SHELBY
 FE2825  USGS QUAD   -  COLLIERVILLE (1965)
 FE2825
 FE2825                         *CURRENT SURVEY CONTROL
 FE2825  ___________________________________________________________________
 FE2825* NAD 83(1986)-  35 00 39.     (N)    089 43 57.     (W)     SCALED    
 FE2825* NAVD 88     -       102.447  (meters)     336.11   (feet)  ADJUSTED  
 FE2825  ___________________________________________________________________
 FE2825  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2825  DYNAMIC HT  -         102.351 (meters)     335.80  (feet)  COMP
 FE2825  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FE2825
 FE2825  VERT ORDER  -  FIRST     CLASS II
 FE2825
 FE2825.The horizontal coordinates were scaled from a topographic map and have
 FE2825.an estimated accuracy of +/- 6 seconds.
 FE2825
 FE2825.The orthometric height was determined by differential leveling
 FE2825.and adjusted by the National Geodetic Survey in August 1995..
 FE2825
 FE2825.The geoid height was determined by GEOID03.
 FE2825
 FE2825.The dynamic height is computed by dividing the NAVD 88
 FE2825.geopotential number by the normal gravity value computed on the
 FE2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2825.degrees latitude (g = 980.6199 gals.).
 FE2825
 FE2825.The modeled gravity was interpolated from observed gravity values.
 FE2825
 FE2825;                    North         East    Units  Estimated Accuracy
 FE2825;SPC TN       -    81,670.      259,380.      MT  (+/- 180 meters Scaled)
 FE2825
 FE2825                          SUPERSEDED SURVEY CONTROL
 FE2825
 FE2825.No superseded survey control is available for this station.
 FE2825
 FE2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD506776(NAD 83)
 FE2825_MARKER: P = PIPE CAP
 FE2825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2825_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2825_STAMPING: BBB
 FE2825_MARK LOGO: NONE  
 FE2825_PROJECTION: FLUSH
 FE2825_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2825+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2825_ROD/PIPE-DEPTH: 1.0  meters
 FE2825
 FE2825  HISTORY     - Date     Condition        Report By
 FE2825  HISTORY     - 1992     MONUMENTED       MLGW
 FE2825  HISTORY     - 19920114 GOOD             NGS
 FE2825  HISTORY     - 19971212 GOOD             TN1620
 FE2825  HISTORY     - 20021001 GOOD             USACE
 FE2825
 FE2825                          STATION DESCRIPTION
 FE2825
 FE2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2825'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2825'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2825'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 6.1 KM (3.80 MI)
 FE2825'SOUTHERLY ALONG COUNTY ROAD 175, THENCE 1.1 KM (0.70 MI) SOUTHERLY
 FE2825'ALONG REYNOLDS ROAD, A WELDED POINT ON A PIPE CAP ATTACHED TO A
 FE2825'2-INCH GALVANIZED STEEL PIPE ENCASED IN A 7-INCH PVC PIPE FILLED WITH
 FE2825'CONCRETE, 50.4 M (165.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY AT 5030
 FE2825'REYNOLDS ROAD, 39.0 M (128.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FE2825'A HOUSE, 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF THE ROAD, 5.6 M
 FE2825'(18.4 FT) SOUTHEAST OF FIRE HYDRANT NUMBER 097, 0.5 M (1.6 FT) WEST
 FE2825'OF A FENCE CORNER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 FE2825
 FE2825                          STATION RECOVERY (1997)
 FE2825
 FE2825'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (RS)
 FE2825'RECOVERED IN GOOD CONDITION.
 FE2825
 FE2825                          STATION RECOVERY (2002)
 FE2825
 FE2825'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0589 ***********************************************************************
 FC0589  DESIGNATION -  BD 750
 FC0589  PID         -  FC0589
 FC0589  STATE/COUNTY-  TN/BRADLEY
 FC0589  USGS QUAD   -  CHARLESTON (1980)
 FC0589
 FC0589                         *CURRENT SURVEY CONTROL
 FC0589  ___________________________________________________________________
 FC0589* NAD 83(1986)-  35 18 30.     (N)    084 48 27.     (W)     SCALED    
 FC0589* NAVD 88     -       221.980  (meters)     728.28   (feet)  ADJUSTED  
 FC0589  ___________________________________________________________________
 FC0589  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0589  DYNAMIC HT  -         221.763 (meters)     727.57  (feet)  COMP
 FC0589  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0589
 FC0589  VERT ORDER  -  SECOND    CLASS 0
 FC0589
 FC0589.The horizontal coordinates were scaled from a topographic map and have
 FC0589.an estimated accuracy of +/- 6 seconds.
 FC0589
 FC0589.The orthometric height was determined by differential leveling
 FC0589.and adjusted by the National Geodetic Survey in June 1991..
 FC0589
 FC0589.The geoid height was determined by GEOID03.
 FC0589
 FC0589.The dynamic height is computed by dividing the NAVD 88
 FC0589.geopotential number by the normal gravity value computed on the
 FC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0589.degrees latitude (g = 980.6199 gals.).
 FC0589
 FC0589.The modeled gravity was interpolated from observed gravity values.
 FC0589
 FC0589;                    North         East    Units  Estimated Accuracy
 FC0589;SPC TN       -   108,840.      708,450.      MT  (+/- 180 meters Scaled)
 FC0589
 FC0589                          SUPERSEDED SURVEY CONTROL
 FC0589
 FC0589  NGVD 29 (??/??/92)  222.029  (m)          728.44   (f) ADJ UNCH    2 0
 FC0589
 FC0589.Superseded values are not recommended for survey control.
 FC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0589.See file dsdata.txt to determine how the superseded data were derived.
 FC0589
 FC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE993094(NAD 83)
 FC0589_MARKER: DD = SURVEY DISK
 FC0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0589_STAMPING: BD 750 RESET 1961
 FC0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0589+STABILITY: SURFACE MOTION
 FC0589
 FC0589  HISTORY     - Date     Condition        Report By
 FC0589  HISTORY     - 1961     MONUMENTED       TVA
 FC0589  HISTORY     - 1961     GOOD             NGS
 FC0589
 FC0589                          STATION DESCRIPTION
 FC0589
 FC0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0589'3.6 MI NW FROM CHARLESTON.
 FC0589'FROM THE SOUTHERN RAILROAD STATION IN CHARLESTON, GO WEST ON AN
 FC0589'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0589'TO U.S. HWY 11, CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0589'3.6 MILES TO A WHITE HOUSE AND BENCH MARK ON THE RIGHT, 100.0
 FC0589'FEET SOUTHEAST OF THE SOUTHEAST OF CINDER BLOCK PORCH AROUND
 FC0589'THE HOUSE, 30.0 FEET NORTH OF THE CENTER LINE OF THE OILED ROAD,
 FC0589'22 FEET WEST OF CENTER OF DIRT ROAD, 8.6 FEET SOUTH OF 12 INCH
 FC0589'TREE, 7.4 FEET SOUTHWEST OF AN 18 INCH TREE, 2.4 FEET NORTHWEST OF
 FC0589'WITNESS SIGN.  A TVA DISK SET IN THE TOP OF AN CONCRETE POST
 FC0589'PROJECTING 1 FOOT AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0587 ***********************************************************************
 FC0587  DESIGNATION -  BD 759
 FC0587  PID         -  FC0587
 FC0587  STATE/COUNTY-  TN/BRADLEY
 FC0587  USGS QUAD   -  CHARLESTON (1980)
 FC0587
 FC0587                         *CURRENT SURVEY CONTROL
 FC0587  ___________________________________________________________________
 FC0587* NAD 83(1986)-  35 18 23.     (N)    084 47 39.     (W)     SCALED    
 FC0587* NAVD 88     -       213.119  (meters)     699.21   (feet)  ADJUSTED  
 FC0587  ___________________________________________________________________
 FC0587  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0587  DYNAMIC HT  -         212.911 (meters)     698.53  (feet)  COMP
 FC0587  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0587
 FC0587  VERT ORDER  -  SECOND    CLASS 0
 FC0587
 FC0587.The horizontal coordinates were scaled from a topographic map and have
 FC0587.an estimated accuracy of +/- 6 seconds.
 FC0587
 FC0587.The orthometric height was determined by differential leveling
 FC0587.and adjusted by the National Geodetic Survey in June 1991..
 FC0587
 FC0587.The geoid height was determined by GEOID03.
 FC0587
 FC0587.The dynamic height is computed by dividing the NAVD 88
 FC0587.geopotential number by the normal gravity value computed on the
 FC0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0587.degrees latitude (g = 980.6199 gals.).
 FC0587
 FC0587.The modeled gravity was interpolated from observed gravity values.
 FC0587
 FC0587;                    North         East    Units  Estimated Accuracy
 FC0587;SPC TN       -   108,640.      709,660.      MT  (+/- 180 meters Scaled)
 FC0587
 FC0587                          SUPERSEDED SURVEY CONTROL
 FC0587
 FC0587  NGVD 29 (??/??/92)  213.170  (m)          699.38   (f) ADJ UNCH    2 0
 FC0587
 FC0587.Superseded values are not recommended for survey control.
 FC0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0587.See file dsdata.txt to determine how the superseded data were derived.
 FC0587
 FC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE005092(NAD 83)
 FC0587_MARKER: DD = SURVEY DISK
 FC0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0587_STAMPING: BD 759
 FC0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0587+STABILITY: SURFACE MOTION
 FC0587
 FC0587  HISTORY     - Date     Condition        Report By
 FC0587  HISTORY     - UNK      MONUMENTED       TVA
 FC0587  HISTORY     - 1961     GOOD             NGS
 FC0587
 FC0587                          STATION DESCRIPTION
 FC0587
 FC0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0587'2.7 MI NW FROM CHARLESTON.
 FC0587'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON AN
 FC0587'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0587'TO U.S. HIGHWAY 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0587'2.7 MILES TO FARM HOUSE ON THE LEFT AND THE MARK ON THE RIGHT
 FC0587'ON THE HIGHEST POINT OF A LOW HILL.  ABOUT 100 FEET NORTH OF THE
 FC0587'ROAD AND ONE FOOT SOUTH OF A WITNESS SIGN.  A TVA DISK SET IN
 FC0587'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0584 ***********************************************************************
 FC0584  DESIGNATION -  BD 766
 FC0584  PID         -  FC0584
 FC0584  STATE/COUNTY-  TN/BRADLEY
 FC0584  USGS QUAD   -  CHARLESTON (1980)
 FC0584
 FC0584                         *CURRENT SURVEY CONTROL
 FC0584  ___________________________________________________________________
 FC0584* NAD 83(1986)-  35 17 46.     (N)    084 46 01.     (W)     SCALED    
 FC0584* NAVD 88     -       230.753  (meters)     757.06   (feet)  ADJUSTED  
 FC0584  ___________________________________________________________________
 FC0584  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0584  DYNAMIC HT  -         230.527 (meters)     756.32  (feet)  COMP
 FC0584  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0584
 FC0584  VERT ORDER  -  SECOND    CLASS 0
 FC0584
 FC0584.The horizontal coordinates were scaled from a topographic map and have
 FC0584.an estimated accuracy of +/- 6 seconds.
 FC0584
 FC0584.The orthometric height was determined by differential leveling
 FC0584.and adjusted by the National Geodetic Survey in June 1991..
 FC0584
 FC0584.The geoid height was determined by GEOID03.
 FC0584
 FC0584.The dynamic height is computed by dividing the NAVD 88
 FC0584.geopotential number by the normal gravity value computed on the
 FC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0584.degrees latitude (g = 980.6199 gals.).
 FC0584
 FC0584.The modeled gravity was interpolated from observed gravity values.
 FC0584
 FC0584;                    North         East    Units  Estimated Accuracy
 FC0584;SPC TN       -   107,530.      712,150.      MT  (+/- 180 meters Scaled)
 FC0584
 FC0584                          SUPERSEDED SURVEY CONTROL
 FC0584
 FC0584  NGVD 29 (??/??/92)  230.807  (m)          757.24   (f) ADJ UNCH    2 0
 FC0584
 FC0584.Superseded values are not recommended for survey control.
 FC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0584.See file dsdata.txt to determine how the superseded data were derived.
 FC0584
 FC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE030081(NAD 83)
 FC0584_MARKER: DD = SURVEY DISK
 FC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0584_STAMPING: BD 766
 FC0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0584+STABILITY: SURFACE MOTION
 FC0584
 FC0584  HISTORY     - Date     Condition        Report By
 FC0584  HISTORY     - UNK      MONUMENTED       TVA
 FC0584  HISTORY     - 1961     GOOD             NGS
 FC0584
 FC0584                          STATION DESCRIPTION
 FC0584
 FC0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0584'0.9 MI NW FROM CHARLESTON.
 FC0584'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON GO WEST ON A
 FC0584'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0584'TO U.S. HWY 11 CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR 0.8
 FC0584'MILE TO THE MARK AND FENCE CORNER ON THE RIGHT, 54 FEET NORTH OF
 FC0584'THE CENTER LINE OF AN OILED ROAD, 8 FEET NORTH OF AN 8 INCH RED
 FC0584'OAK TREE WITH AN X CUT IN IT, 2 FEET NORTH OF SOUTH END OF
 FC0584'FENCE LINE, 5.0 FEET SOUTH OF WITNESS SIGN.  A TVA DISK SET IN
 FC0584'THE TOP OF A CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FC0584'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2543 ***********************************************************************
 GA2543  DESIGNATION -  BE
 GA2543  PID         -  GA2543
 GA2543  STATE/COUNTY-  TN/UNION
 GA2543  USGS QUAD   -  GRAVESTON (1987)
 GA2543
 GA2543                         *CURRENT SURVEY CONTROL
 GA2543  ___________________________________________________________________
 GA2543* NAD 83(1995)-  36 14 03.99274(N)    083 50 00.15478(W)     ADJUSTED  
 GA2543* NAVD 88     -       374.278  (meters)    1227.94   (feet)  ADJUSTED  
 GA2543  ___________________________________________________________________
 GA2543  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GA2543  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2543  DYNAMIC HT  -         373.937 (meters)    1226.83  (feet)  COMP
 GA2543  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA2543
 GA2543  HORZ ORDER  -  SECOND
 GA2543  VERT ORDER  -  SECOND    CLASS 0
 GA2543
 GA2543.The horizontal coordinates were established by classical geodetic methods
 GA2543.and adjusted by the National Geodetic Survey in April 1999..
 GA2543
 GA2543.The orthometric height was determined by differential leveling
 GA2543.and adjusted by the National Geodetic Survey in June 1991..
 GA2543
 GA2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2543
 GA2543.The geoid height was determined by GEOID03.
 GA2543
 GA2543.The dynamic height is computed by dividing the NAVD 88
 GA2543.geopotential number by the normal gravity value computed on the
 GA2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2543.degrees latitude (g = 980.6199 gals.).
 GA2543
 GA2543.The modeled gravity was interpolated from observed gravity values.
 GA2543
 GA2543;                    North         East     Units Scale Factor Converg.
 GA2543;SPC TN       -   213,084.239   794,749.726   MT  0.99997275   +1 16 06.3
 GA2543;SPC TN       -   699,093.87  2,607,441.39   sFT  0.99997275   +1 16 06.3
 GA2543;UTM  17      - 4,013,675.425   245,360.971   MT  1.00039900   -1 40 32.5
 GA2543
 GA2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2543!SPC TN       -   0.99994608  x   0.99997275  =   0.99991883
 GA2543!UTM  17      -   0.99994608  x   1.00039900  =   1.00034506
 GA2543
 GA2543|---------------------------------------------------------------------|
 GA2543| PID    Reference Object                     Distance      Geod. Az  |
 GA2543|                                                           dddmmss.s |
 GA2543| GA3543 87 4 7                               17.702 METERS 01032     |
 GA2543| GA2541 BE AZ MK                                           0650528.8 |
 GA2543| GA2544 BE RM 2                              22.366 METERS 22201     |
 GA2543|---------------------------------------------------------------------|
 GA2543
 GA2543                          SUPERSEDED SURVEY CONTROL
 GA2543
 GA2543  NAD 83(1995)-  36 14 03.99718(N)    083 50 00.15607(W) AD(       ) 2
 GA2543  NAD 83(1995)-  36 14 03.99817(N)    083 50 00.15419(W) AD(       ) 2
 GA2543  NAD 83(1995)-  36 14 04.00016(N)    083 50 00.15612(W) AD(       ) 2
 GA2543  NAD 83(1986)-  36 14 04.00391(N)    083 50 00.15456(W) AD(       ) 2
 GA2543  NAD 27      -  36 14 03.71364(N)    083 50 00.47669(W) AD(       ) 2
 GA2543  NGVD 29 (??/??/92)  374.353  (m)         1228.19   (f) ADJ UNCH    2 0
 GA2543
 GA2543.Superseded values are not recommended for survey control.
 GA2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2543.See file dsdata.txt to determine how the superseded data were derived.
 GA2543
 GA2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4536113675(NAD 83)
 GA2543_MARKER: DD = SURVEY DISK
 GA2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2543_STAMPING: BE 1964
 GA2543_MARK LOGO: TNHD  
 GA2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2543+STABILITY: SURFACE MOTION
 GA2543
 GA2543  HISTORY     - Date     Condition        Report By
 GA2543  HISTORY     - 1964     MONUMENTED       TNHD
 GA2543  HISTORY     - 1964     GOOD             TNHD
 GA2543  HISTORY     - 1980     GOOD             NGS
 GA2543  HISTORY     - 1980     GOOD             NGS
 GA2543
 GA2543                          STATION DESCRIPTION
 GA2543
 GA2543'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2543'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF MAYNARDVILLE.
 GA2543'
 GA2543'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2543'SOUTHWEST ON ST.  RT.  33
 GA2543'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2543'SOUTHWEST ON ST.  RT.  33
 GA2543'FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 GA2543'
 GA2543'THE STATION IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN
 GA2543'OILED ROAD, 46 FEET
 GA2543'NORTHWEST OF THE APPROXIMATE CENTER OF ST.  RT.  33, 40 FEET
 GA2543'SOUTHWEST OF UTILITY
 GA2543'POLE 1 AND 2.6 FEET NORTHEAST OF A WITNESS POST.
 GA2543'THE SURFACE AND UNDERGROUND MARKS ARE
 GA2543'STANDARD TENNESSEE HIGHWAY
 GA2543'DEPARTMENT DISKS AND ARE STAMPED BE 1964.  THE
 GA2543'UNDERGROUND MARK IS
 GA2543'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2543'10-INCH
 GA2543'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2543'
 GA2543'REFERENCE MARK NO. 1 IS 30 FEET NORTHWEST OF UTILITY POLE 1, 17 FEET
 GA2543'SOUTHWEST OF AN OILED ROAD,
 GA2543'2 FEET NORTHEAST OF A FENCE LINE AND 0.8 FEET EAST
 GA2543'OF A WITNESS POST.  IT IS A
 GA2543'TENNESSEE DIVISION OF GEOLOGY W.P.A.
 GA2543'ELEVATION STATION SET IN A 5-INCH SQUARE
 GA2543'CONCRETE MONUMENT PROJECTING
 GA2543'2 INCHES AND THE DISK IS STAMPED 87 4 7.
 GA2543'
 GA2543'REFERENCE MARK NO. 2 IS 46 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2543'OF ST. RT.  33 AND 2 FEET
 GA2543'SOUTHEAST OF A FENCE LINE.  IT IS A STANDARD TENNESSEE
 GA2543'HIGHWAY DEPARTMENT DISK SET IN A
 GA2543'10-INCH SQUARE, FLUSH, CONCRETE
 GA2543'MONUMENT AND THE DISK IS STAMPED BE RM-2 1964.
 GA2543'
 GA2543'THE AZIMUTH MARK IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF ST.
 GA2543'RT. 33, 28 FEET NORTHEAST
 GA2543'OF POWER POLE NO.  336 AND 13 FEET SOUTHWEST OF A
 GA2543'GRAVELED DRIVE.  IT IS A STANDARD
 GA2543'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2543'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2543'AND THE DISK IS
 GA2543'STAMPED BE AZI 1964.
 GA2543'
 GA2543'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA2543'
 GA2543'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2543
 GA2543                          STATION RECOVERY (1964)
 GA2543
 GA2543'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2543'2.5 MI SW FROM MAYNARDVILLE.
 GA2543'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2543'33 FOR 2.3 MILES TO THE STATION ON THE RIGHT.  THE STATION MARK
 GA2543'IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN OILED ROAD,
 GA2543'46 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2543'40 FEET SOUTHWEST OF UTILITY POLE NO. 1 AND 2.6 FEET NORTHEAST
 GA2543'OF A METAL WITNESS POST WITH SIGN.  THE STATION MARK IS A
 GA2543'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2543'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2543
 GA2543                          STATION RECOVERY (1980)
 GA2543
 GA2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2543'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GA2543'THE FOLLOWING.
 GA2543'
 GA2543'THE STATION MARK IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA2543'FARMERS CO-OP, THE HIGHWAY IS NOW OLD HIGHWAY 33 AND 2 IRON PINS WERE
 GA2543'DRIVEN ON EACH SIDE OF THE MARK.
 GA2543'
 GA2543'REFERENCE MARK 1 HAS 2 IRON PINS DRIVEN ON EACH SIDE OF IT.
 GA2543'
 GA2543'87 47 TDG WPA HAS 2 IRON PINS DRIVEN ON EACH SIDE OF IT.
 GA2543'
 GA2543'THE AZIMUTH MARK IS 58 FEET SOUTHEAST OF THE CENTERLINE OF NEW
 GA2543'HIGHWAY 33, 46 FEET NORTHWEST OF CENTERLINE OF OLD HIGHWAY, 30 FEET
 GA2543'NORTH OF POWER POLE NO 336, 25 FEET SOUTHWEST OF CENTERLINE OF
 GA2543'PAVED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 GA2543
 GA2543                          STATION RECOVERY (1980)
 GA2543
 GA2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2543'IT IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FARMERS CO-OP,
 GA2543'THE HIGHWAY IS NOW OLD STATE HIGHWAY 33 AND 2 IRON PINS WERE DRIVEN
 GA2543'ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2541 ***********************************************************************
 GA2541  DESIGNATION -  BE AZ MK
 GA2541  PID         -  GA2541
 GA2541  STATE/COUNTY-  TN/UNION
 GA2541  USGS QUAD   -  GRAVESTON (1987)
 GA2541
 GA2541                         *CURRENT SURVEY CONTROL
 GA2541  ___________________________________________________________________
 GA2541* NAD 83(1986)-  36 14 20.     (N)    083 49 18.     (W)     SCALED    
 GA2541* NAVD 88     -       361.139  (meters)    1184.84   (feet)  ADJUSTED  
 GA2541  ___________________________________________________________________
 GA2541  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2541  DYNAMIC HT  -         360.811 (meters)    1183.76  (feet)  COMP
 GA2541  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA2541
 GA2541  VERT ORDER  -  SECOND    CLASS 0
 GA2541
 GA2541.The horizontal coordinates were scaled from a topographic map and have
 GA2541.an estimated accuracy of +/- 6 seconds.
 GA2541
 GA2541.The orthometric height was determined by differential leveling
 GA2541.and adjusted by the National Geodetic Survey in June 1991..
 GA2541
 GA2541.The geoid height was determined by GEOID03.
 GA2541
 GA2541.The dynamic height is computed by dividing the NAVD 88
 GA2541.geopotential number by the normal gravity value computed on the
 GA2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2541.degrees latitude (g = 980.6199 gals.).
 GA2541
 GA2541.The modeled gravity was interpolated from observed gravity values.
 GA2541
 GA2541;                    North         East    Units  Estimated Accuracy
 GA2541;SPC TN       -   213,600.      795,790.      MT  (+/- 180 meters Scaled)
 GA2541
 GA2541                          SUPERSEDED SURVEY CONTROL
 GA2541
 GA2541  NGVD 29 (??/??/??)  361.27   (m)         1185.3    (f) RESET       3  
 GA2541
 GA2541.Superseded values are not recommended for survey control.
 GA2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2541.See file dsdata.txt to determine how the superseded data were derived.
 GA2541
 GA2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA464141(NAD 83)
 GA2541_MARKER: DD = SURVEY DISK
 GA2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2541_STAMPING: BE AZI 1964
 GA2541_MARK LOGO: TNHD  
 GA2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2541+STABILITY: SURFACE MOTION
 GA2541
 GA2541  HISTORY     - Date     Condition        Report By
 GA2541  HISTORY     - 1964     MONUMENTED       TNHD
 GA2541  HISTORY     - 1980     GOOD             NGS
 GA2541
 GA2541                          STATION DESCRIPTION
 GA2541
 GA2541'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2541'1.5 MI SW FROM MAYNARDVILLE.
 GA2541'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2541'33 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH
 GA2541'MARK IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2541'28 FEET NORTHEAST OF POWER POLE NO. 336 AND 13 FEET SOUTHWEST OF A
 GA2541'GRAVELED DRIVE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2541'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2541'GROUND.
 GA2541
 GA2541                          STATION RECOVERY (1980)
 GA2541
 GA2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2541'FROM POST OFFICE AT MAYNARDVILLE GO 1.5 MILES ALONG OLD STATE HIGHWAY
 GA2541'33 AND NEW HIGHWAY TO THE MARK ON THE LEFT, 58 FEET SOUTHEAST OF THE
 GA2541'CENTERLINE OF NEW HIGHWAY, 46 FEET NORTHWEST OF CENTERLINE OF OLD
 GA2541'HIGHWAY, 30 FEET NORTH OF POWER POLE NO 336 AND 25 FEET SOUTHWEST OF
 GA2541'THE CENTERLINE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2544 ***********************************************************************
 GA2544  DESIGNATION -  BE RM 2
 GA2544  PID         -  GA2544
 GA2544  STATE/COUNTY-  TN/UNION
 GA2544  USGS QUAD   -  GRAVESTON (1987)
 GA2544
 GA2544                         *CURRENT SURVEY CONTROL
 GA2544  ___________________________________________________________________
 GA2544* NAD 83(1986)-  36 14 04.     (N)    083 50 01.     (W)     SCALED    
 GA2544* NAVD 88     -       373.337  (meters)    1224.86   (feet)  ADJUSTED  
 GA2544  ___________________________________________________________________
 GA2544  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2544  DYNAMIC HT  -         372.998 (meters)    1223.74  (feet)  COMP
 GA2544  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA2544
 GA2544  VERT ORDER  -  SECOND    CLASS 0
 GA2544
 GA2544.The horizontal coordinates were scaled from a topographic map and have
 GA2544.an estimated accuracy of +/- 6 seconds.
 GA2544
 GA2544.The orthometric height was determined by differential leveling
 GA2544.and adjusted by the National Geodetic Survey in June 1991..
 GA2544
 GA2544.The geoid height was determined by GEOID03.
 GA2544
 GA2544.The dynamic height is computed by dividing the NAVD 88
 GA2544.geopotential number by the normal gravity value computed on the
 GA2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2544.degrees latitude (g = 980.6199 gals.).
 GA2544
 GA2544.The modeled gravity was interpolated from observed gravity values.
 GA2544
 GA2544;                    North         East    Units  Estimated Accuracy
 GA2544;SPC TN       -   213,080.      794,730.      MT  (+/- 180 meters Scaled)
 GA2544
 GA2544                          SUPERSEDED SURVEY CONTROL
 GA2544
 GA2544  NGVD 29 (??/??/92)  373.412  (m)         1225.10   (f) ADJ UNCH    2 0
 GA2544
 GA2544.Superseded values are not recommended for survey control.
 GA2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2544.See file dsdata.txt to determine how the superseded data were derived.
 GA2544
 GA2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA453136(NAD 83)
 GA2544_MARKER: DD = SURVEY DISK
 GA2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2544_STAMPING: BE RM-2 1964
 GA2544_MARK LOGO: TNHD  
 GA2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2544+STABILITY: SURFACE MOTION
 GA2544
 GA2544  HISTORY     - Date     Condition        Report By
 GA2544  HISTORY     - 1964     MONUMENTED       TNHD
 GA2544
 GA2544                          STATION DESCRIPTION
 GA2544
 GA2544'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2544'2.5 MI SW FROM MAYNARDVILLE.
 GA2544'THIS MARK IS LOCATED AT THE BE 1964 STATION SITE, 46 FEET NORTHWEST
 GA2544'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 2 FEET SOUTHEAST OF
 GA2544'A FENCE LINE AND 73 FEET SOUTHWEST OF THE STATION.  THE MARK IS A
 GA2544'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2544'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2483 ***********************************************************************
 FE2483  DESIGNATION -  BEA
 FE2483  PID         -  FE2483
 FE2483  STATE/COUNTY-  TN/FAYETTE
 FE2483  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2483
 FE2483                         *CURRENT SURVEY CONTROL
 FE2483  ___________________________________________________________________
 FE2483* NAD 83(1995)-  35 05 53.99253(N)    089 14 53.51921(W)     ADJUSTED  
 FE2483* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2483  ___________________________________________________________________
 FE2483  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE2483  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2483
 FE2483  HORZ ORDER  -  SECOND
 FE2483
 FE2483.The horizontal coordinates were established by classical geodetic methods
 FE2483.and adjusted by the National Geodetic Survey in April 1999..
 FE2483
 FE2483.The orthometric height was scaled from a topographic map.
 FE2483
 FE2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2483
 FE2483.The geoid height was determined by GEOID03.
 FE2483
 FE2483;                    North         East     Units Scale Factor Converg.
 FE2483;SPC TN       -    89,792.131   303,878.371   MT  1.00003023   -1 54 05.9
 FE2483;SPC TN       -   294,593.02    996,974.29   sFT  1.00003023   -1 54 05.9
 FE2483;UTM  16      - 3,886,260.104   295,075.808   MT  1.00011757   -1 17 35.2
 FE2483
 FE2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2483!SPC TN       -   0.99997876  x   1.00003023  =   1.00000899
 FE2483!UTM  16      -   0.99997876  x   1.00011757  =   1.00009632
 FE2483
 FE2483:                Primary Azimuth Mark                     Grid Az
 FE2483:SPC TN       -  GRAND JCT MUNICIPAL TANK                 135 13 36.8
 FE2483:UTM  16      -  GRAND JCT MUNICIPAL TANK                 134 37 06.1
 FE2483
 FE2483|---------------------------------------------------------------------|
 FE2483| PID    Reference Object                     Distance      Geod. Az  |
 FE2483|                                                           dddmmss.s |
 FE2483| FE2484 GRAND JCT MUNICIPAL TANK            APPROX. 7.8 KM 1331930.9 |
 FE2483| CG3191 BEA RM 1                             30.810 METERS 15704     |
 FE2483| CG3190 BEA AZ MK                                          1635620.8 |
 FE2483| CG3192 BEA RM 2                             25.257 METERS 29953     |
 FE2483|---------------------------------------------------------------------|
 FE2483
 FE2483                          SUPERSEDED SURVEY CONTROL
 FE2483
 FE2483  NAD 83(1995)-  35 05 53.99265(N)    089 14 53.51917(W) AD(       ) 2
 FE2483  NAD 83(1995)-  35 05 54.00093(N)    089 14 53.52126(W) AD(       ) 2
 FE2483  NAD 83(1986)-  35 05 54.00400(N)    089 14 53.51881(W) AD(       ) 2
 FE2483  NAD 27      -  35 05 53.68683(N)    089 14 53.27360(W) AD(       ) 2
 FE2483
 FE2483.Superseded values are not recommended for survey control.
 FE2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2483.See file dsdata.txt to determine how the superseded data were derived.
 FE2483
 FE2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9507686260(NAD 83)
 FE2483_MARKER: DS = TRIANGULATION STATION DISK
 FE2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2483
 FE2483  HISTORY     - Date     Condition        Report By
 FE2483  HISTORY     - 1966     MONUMENTED       CGS
 FE2483  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE2483
 FE2483                          STATION DESCRIPTION
 FE2483
 FE2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2483'STATION IS ABOUT 9 MILES NORTHEAST OF MOSCOW, 5 MILES NORTHWEST OF
 FE2483'GRAND JUNCTION, 3-1/2 MILES NORTH OF LA GRANGE AND ON PROPERTY OWNED
 FE2483'BY MR. AVIA.
 FE2483'
 FE2483'TO REACH FROM THE LA GRANGE POST OFFICE, JUST SOUTH OF THE TRAFFIC
 FE2483'LIGHT, GO NORTH ON A BLACK-TOP ROAD FOR 2.95 MILE TO A SIDE ROAD
 FE2483'RIGHT AND A DRIVEWAY ON THE LEFT. CONTINUE NORTHERLY ON THE BLACK-TOP
 FE2483'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 FE2483'NORTHERLY ON THE BLACK-TOP ROAD FOR 0.3 MILE TO AN OFF-SET CROSSROADS
 FE2483'AND STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 FE2483'
 FE2483'STATION MARKS ARE STANDARD DISKS STAMPED BEA 1966. THE SURFACE DISK
 FE2483'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 FE2483'SURFACE. IT IS 80 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 75
 FE2483'FEET WEST OF THE CENTER OF THE BLACK-TOP ROAD, 34 FEET SOUTH OF
 FE2483'THE CENTER OF A GRAVELED ROAD AND 12.4 FEET NORTH OF A METAL WITNESS
 FE2483'POST. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FE2483'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 FE2483'
 FE2483'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEA NO 1 1966, IS SET
 FE2483'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS 48
 FE2483'FEET WEST OF THE CENTER OF THE BLACK-TOP ROAD, 1.7 FEET NORTH OF A
 FE2483'METAL WITNESS POST AND 1/2 FOOT EAST OF A FENCE LINE.
 FE2483'
 FE2483'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEA NO 2 1966, IS SET
 FE2483'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES. IT IS 13
 FE2483'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 13 FEET NORTHEAST OF
 FE2483'THE CENTER OF THE CATTLE GUARD AND 2 FEET WEST OF A METAL WITNESS
 FE2483'POST.
 FE2483'
 FE2483'AZIMUTH MARK, A STANDARD DISK STAMPED BEA 1966, IS SET IN A ROUND
 FE2483'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS 73 FEET SOUTH OF
 FE2483'A POWER POLE, 49 FEET SOUTHWEST OF THE CENTER OF THE BLACK-TOP ROAD,
 FE2483'2 FEET NORTH OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A METAL
 FE2483'WITNESS POST.
 FE2483'
 FE2483'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2483
 FE2483                          STATION RECOVERY (2006)
 FE2483
 FE2483'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2483'THE LOCATION IS NOW THE ENTRANCE TO SPARKS FARMING INCORPORATED.  AT
 FE2483'THE LOCATION OF THE MARK A CONRETE MASS WAS FOUND WITH A BROKEN OFF
 FE2483'STEM BUT NO DISK.  IT IS NOW IN A CULTIVATED FIELD AND HAS LIKELY BEEN
 FE2483'STRUCK BY A PLOW.  NEAR A POST FOR THE ENTRACE SIGN A SECOND MASS OF
 FE2483'CONCRETE WAS FOUND LAYING ON THE GROUND WITH A BROKEN OFF STEM AND NO
 FE2483'DISK.
 FE2483' 
 FE2483'THE MARK AND BOTH REFERENCE MARKS COULD NOT THE FOUND, AND ARE LIKELY
 FE2483'DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2606 ***********************************************************************
 GC2606  DESIGNATION -  BEACON
 GC2606  PID         -  GC2606
 GC2606  STATE/COUNTY-  TN/HUMPHREYS
 GC2606  USGS QUAD   -  WAVERLY (1987)
 GC2606
 GC2606                         *CURRENT SURVEY CONTROL
 GC2606  ___________________________________________________________________
 GC2606* NAD 83(1995)-  36 04 28.65838(N)    087 51 22.46477(W)     ADJUSTED  
 GC2606* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 GC2606  ___________________________________________________________________
 GC2606  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GC2606  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC2606
 GC2606  HORZ ORDER  -  SECOND
 GC2606
 GC2606.The horizontal coordinates were established by classical geodetic methods
 GC2606.and adjusted by the National Geodetic Survey in April 1999..
 GC2606
 GC2606.The orthometric height was scaled from a topographic map.
 GC2606
 GC2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2606
 GC2606.The geoid height was determined by GEOID03.
 GC2606
 GC2606;                    North         East     Units Scale Factor Converg.
 GC2606;SPC TN       -   194,781.274   432,809.548   MT  0.99995719   -1 05 12.2
 GC2606;SPC TN       -   639,044.90  1,419,975.99   sFT  0.99995719   -1 05 12.2
 GC2606;UTM  16      - 3,992,565.006   422,900.990   MT  0.99967324   -0 30 15.2
 GC2606
 GC2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2606!SPC TN       -   0.99997516  x   0.99995719  =   0.99993235
 GC2606!UTM  16      -   0.99997516  x   0.99967324  =   0.99964841
 GC2606
 GC2606:                Primary Azimuth Mark                     Grid Az
 GC2606:SPC TN       -  BEACON AZ MK                             040 36 05.6
 GC2606:UTM  16      -  BEACON AZ MK                             040 01 08.6
 GC2606
 GC2606|---------------------------------------------------------------------|
 GC2606| PID    Reference Object                     Distance      Geod. Az  |
 GC2606|                                                           dddmmss.s |
 GC2606| CG5558 BEACON AZ MK                                       0393053.4 |
 GC2606| CG5559 BEACON RM 1                          22.238 METERS 08450     |
 GC2606| GC2609 TULAA NASHVILLE AIRWAY BEACON 44     21.426 METERS 25452     |
 GC2606|---------------------------------------------------------------------|
 GC2606
 GC2606                          SUPERSEDED SURVEY CONTROL
 GC2606
 GC2606  NAD 83(1995)-  36 04 28.66036(N)    087 51 22.46868(W) AD(       ) 2
 GC2606  NAD 83(1995)-  36 04 28.66074(N)    087 51 22.46997(W) AD(       ) 2
 GC2606  NAD 83(1986)-  36 04 28.66823(N)    087 51 22.46638(W) AD(       ) 2
 GC2606  NAD 27      -  36 04 28.45100(N)    087 51 22.37100(W) AD(       ) 2
 GC2606
 GC2606.Superseded values are not recommended for survey control.
 GC2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2606.See file dsdata.txt to determine how the superseded data were derived.
 GC2606
 GC2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2290192565(NAD 83)
 GC2606_MARKER: DD = SURVEY DISK
 GC2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2606
 GC2606  HISTORY     - Date     Condition        Report By
 GC2606  HISTORY     - 1952     MONUMENTED       CGS
 GC2606  HISTORY     - 1967     GOOD             CGS
 GC2606  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC2606
 GC2606                          STATION DESCRIPTION
 GC2606
 GC2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2606'STATION IS LOCATED ON THE PROPERTY OF J.L. KING, NEAR AIRWAY BEACON
 GC2606'NO. 44 ABOUT 3-1/2 MILES WEST OF WAVERLY AND 1/4 MILE SOUTH OF
 GC2606'THE WAVERLY AIRPORT.  IT IS 63 FEET EAST OF THE NORTHEAST LEG OF THE
 GC2606'BEACON, 22 FEET WEST OF A 16 INCH OAK TREE AND 8 FEET SOUTH OF A
 GC2606'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2606'STAMPED BEACON 1952
 GC2606'
 GC2606'REFERENCE MARK NO. 1 IS 51 FEET EAST OF A 16 INCH OAK TREE.  THE MARK
 GC2606'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BEACON NO 1 1952.
 GC2606'
 GC2606'REFERENCE MARK NO. 2 IS SET AT THE CENTER OF THE BASE OF THE BEACON.
 GC2606'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BEACON NO
 GC2606'2 1952.
 GC2606'
 GC2606'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 16 FEET
 GC2606'NORTHWEST OF A TELEPHONE POLE, 12 FEET SOUTH OF THE SOUTH RAIL OF
 GC2606'A RAILROAD TRACK AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 GC2606'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BEACON 1952.
 GC2606'
 GC2606'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 GC2606'SQUARE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 2.15 MILES TO A
 GC2606'GRAVEL ROAD RIGHT.* CONTINUE WEST ON HIGHWAY FOR 1.5 MILES TO A
 GC2606'CONCRETE BLOCK BUILDING AND A FRAME HOUSE ON THE LEFT.  TURN LEFT
 GC2606'BETWEEN THE TWO BUILDINGS AND GO SOUTH AND EAST UP A STEEP RIDGE FOR
 GC2606'ABOUT 0.2 MILE TO THE AIRWAY BEACON AND THE STATION AS
 GC2606'DESCRIBED.
 GC2606'
 GC2606'*TO REACH THE AZIMUTH MARK FROM THE GRAVEL ROAD, GO NORTH ON GRAVEL
 GC2606'ROAD FOR 0.4 MILE TO THE BEGINNING OF PAVED ROAD.  CONTINUE NORTH
 GC2606'FOR 0.1 MILE TO A PAVED T ROAD INTERSECTION.  TURN LEFT AND GO WEST
 GC2606'ALONG THE SOUTH SIDE OF A RAILROAD TRACK FOR 0.7 MILE TO THE
 GC2606'BEGINNING OF GRAVEL ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 GC2606'
 GC2606'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2606
 GC2606                          STATION RECOVERY (1967)
 GC2606
 GC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2606'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2606'DUE TO CHANGES AT THE STATION SITE AND ROADS IN THE AREA THE
 GC2606'ORIGINAL TO-REACH IS NO LONGER COMPLETELY ADEQUATE.
 GC2606'
 GC2606'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2606'
 GC2606'THE STATION IS LOCATED ON TOP OF A HEAVILY WOODED RIDGE ABOUT 3-1/2
 GC2606'MILES WEST OF WAVERLY AND ABOUT 0.2 MILE SOUTH OF U.S.
 GC2606'HIGHWAY 70.
 GC2606'
 GC2606'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2606'COUNTY COURTHOUSE IN WAVERLY, GO WESTERLY ON U.S.  HIGHWAY 70
 GC2606'FOR 3.6 MILES TO THE NATIONAL GUARD ARMORY ON THE RIGHT AND THE HOME
 GC2606'OF G.W. RUSSELL ON THE LEFT, AND END OF TRUCK TRAVEL.  FROM THIS
 GC2606'POINT PACK SOUTH ALONG THE WEST SIDE OF THE HOUSE TO THE REAR OF THE
 GC2606'LOT AND THEN EASTERLY, UPHILL, ON AN OLD ABANDONED WOODS ROAD FOR
 GC2606'ABOUT 0.2 MILE TO THE FOUR ANCHOR STUBS FOR THE LEGS OF AN OLD AIRWAY
 GC2606'BEACON (NOW REMOVED), AND THE STATION ABOUT 70 FEET EAST ALONG TOP
 GC2606'OF RIDGE AS DESCRIBED.
 GC2606'
 GC2606'THE STATION IS 63 FEET EAST OF THE NORTHEAST ANCHOR STUB OF THE OLD
 GC2606'AIRWAY BEACON, 22 FEET WEST OF A 20-INCH OAK TREE, 8 FEET SOUTH OF A
 GC2606'4-INCH, SQUARE, WOODEN POST SET IN CONCRETE, AND 0.9 FEET WEST OF A
 GC2606'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GC2606'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GC2606'INCHES AND THE DISK IS STAMPED BEACON 1952.
 GC2606'
 GC2606'REFERENCE MARK NO. 1 IS EAST OF THE STATION ALONG THE TOP OF THE
 GC2606'RIDGE, 51 FEET EAST OF THE 20-INCH OAK TREE AND ABOUT THE SAME
 GC2606'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2606'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 GC2606'DISK IS STAMPED BEACON NO 1 1952.
 GC2606'
 GC2606'REFERENCE MARK NO. 2 IS SET IN THE CENTER AND AT EQUI-DISTANCE FROM
 GC2606'THE FOUR ANCHOR STUBS OF THE OLD AIRWAY BEACON AND ABOUT 3 FEET
 GC2606'BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 GC2606'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 GC2606'AND THE DISK IS STAMPED BEACON NO 2 1952.
 GC2606'
 GC2606'DUE TO HEAVY GROWTH OF YOUNG TREES ON THE RIDGE, NO EFFORT WAS MADE
 GC2606'TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC2606'
 GC2606'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF THE L.
 GC2606'AND N. RAILROAD, 29 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GC2606'GRAVELED ROAD, 16 FEET NORTHWEST OF A TELEGRAPH POLE, 12 FEET SOUTH
 GC2606'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 3 FEET WEST OF A
 GC2606'RAILROAD CROSSING SIGN, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 GC2606'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2606'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 GC2606'DISK IS STAMPED BEACON 1952.
 GC2606'
 GC2606'TO REACH THE AZIMUTH MARK FROM A POINT ON U.S. HIGHWAY 70 AT THE END
 GC2606'OF TRUCK TRAVEL INTO THE STATION, GO EASTERLY ON U.S. HIGHWAY 70
 GC2606'FOR 1.4 MILES TO A GRAVELED ROAD LEFT, HERE TURN LEFT, NORTH, ON THE
 GC2606'GRAVELED ROAD FOR 0.25 MILE TO WHERE OILED ROAD BEGINS, CONTINUE
 GC2606'NORTH ON THE OILED ROAD FOR 0.2 MILE TO AN OILED CROSSROAD.  HERE
 GC2606'TURN LEFT, WEST, ON OILED ROAD AND GO 0.65 MILE TO WHERE THE OILED
 GC2606'ROAD TURN RIGHT ACROSS THE RAILROAD TRACKS AND A GRAVELED ROAD
 GC2606'CONTINUES STRAIGHT AHEAD.  THE MARK IS IN THE NORTHWEST ANGLE OF
 GC2606'THESE ROADS BETWEEN THE RAILROAD TRACKS AND THE GRAVELED ROAD AS
 GC2606'DESCRBED.
 GC2606'
 GC2606'THIS WAS NOT AN OCCUPIED STATION.
 GC2606'
 GC2606'NOTE- THE STATION IS ABOUT A 5 MINUTE PACK FROM END OF TRUCK TRAVEL.
 GC2606'WITH SLIGHT FILLING AND REPAIRS TO THE WOODS ROAD, THIS STATION COULD
 GC2606'BE REACHED WITH A FOUR-WHEEL DRIVE.
 GC2606
 GC2606                          STATION RECOVERY (1972)
 GC2606
 GC2606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2606'BEACON STATION MARK NOT VISITED REPORTED TO BE IN GOOD CONDITION BY
 GC2606'LOCAL RESIDENCE.
 GC2606'REF. MK. NO. 1 AND NO. 2 NOT VISITED.
 GC2606'AZ. MK. IS IN GOOD CONDITION.
 GC2606'
 GC2606'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MI. W. OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2131 ***********************************************************************
 GA2131  DESIGNATION -  BEAN
 GA2131  PID         -  GA2131
 GA2131  STATE/COUNTY-  TN/GRAINGER
 GA2131  USGS QUAD   -  BEAN STATION (1976)
 GA2131
 GA2131                         *CURRENT SURVEY CONTROL
 GA2131  ___________________________________________________________________
 GA2131* NAD 83(1995)-  36 20 28.34826(N)    083 16 59.12913(W)     ADJUSTED  
 GA2131* NAVD 88     -       354.206  (meters)    1162.09   (feet)  ADJUSTED  
 GA2131  ___________________________________________________________________
 GA2131  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GA2131  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2131  DYNAMIC HT  -         353.886 (meters)    1161.04  (feet)  COMP
 GA2131  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GA2131
 GA2131  HORZ ORDER  -  SECOND
 GA2131  VERT ORDER  -  SECOND    CLASS 0
 GA2131
 GA2131.The horizontal coordinates were established by classical geodetic methods
 GA2131.and adjusted by the National Geodetic Survey in April 1999..
 GA2131
 GA2131.The orthometric height was determined by differential leveling
 GA2131.and adjusted by the National Geodetic Survey in June 1991..
 GA2131
 GA2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2131
 GA2131.The geoid height was determined by GEOID03.
 GA2131
 GA2131.The dynamic height is computed by dividing the NAVD 88
 GA2131.geopotential number by the normal gravity value computed on the
 GA2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2131.degrees latitude (g = 980.6199 gals.).
 GA2131
 GA2131.The modeled gravity was interpolated from observed gravity values.
 GA2131
 GA2131;                    North         East     Units Scale Factor Converg.
 GA2131;SPC TN       -   226,160.645   843,872.525   MT  0.99998749   +1 35 26.1
 GA2131;SPC TN       -   741,995.38  2,768,605.11   sFT  0.99998749   +1 35 26.1
 GA2131;UTM  17      - 4,024,214.348   295,104.161   MT  1.00011729   -1 21 12.3
 GA2131
 GA2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2131!SPC TN       -   0.99994929  x   0.99998749  =   0.99993678
 GA2131!UTM  17      -   0.99994929  x   1.00011729  =   1.00006658
 GA2131
 GA2131|---------------------------------------------------------------------|
 GA2131| PID    Reference Object                     Distance      Geod. Az  |
 GA2131|                                                           dddmmss.s |
 GA2131| GA2132 BEAN RM 1                             6.876 METERS 19628     |
 GA2131| GA3519 JOHNSON                             APPROX. 3.8 KM 2770233.4 |
 GA2131| GA2130 BEAN RM 2                             6.096 METERS 27740     |
 GA2131|---------------------------------------------------------------------|
 GA2131
 GA2131                          SUPERSEDED SURVEY CONTROL
 GA2131
 GA2131  NAD 83(1995)-  36 20 28.35232(N)    083 16 59.13279(W) AD(       ) 2
 GA2131  NAD 83(1995)-  36 20 28.36070(N)    083 16 59.12661(W) AD(       ) 2
 GA2131  NAD 83(1995)-  36 20 28.35482(N)    083 16 59.13119(W) AD(       ) 2
 GA2131  NAD 83(1986)-  36 20 28.35701(N)    083 16 59.13129(W) AD(       ) 2
 GA2131  NAD 27      -  36 20 28.02779(N)    083 16 59.50872(W) AD(       ) 2
 GA2131  NGVD 29 (??/??/92)  354.342  (m)         1162.54   (f) ADJ UNCH    2 0
 GA2131
 GA2131.Superseded values are not recommended for survey control.
 GA2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2131.See file dsdata.txt to determine how the superseded data were derived.
 GA2131
 GA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9510424214(NAD 83)
 GA2131_MARKER: DD = SURVEY DISK
 GA2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2131_STAMPING: BEAN 1963
 GA2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2131+STABILITY: SURFACE MOTION
 GA2131
 GA2131  HISTORY     - Date     Condition        Report By
 GA2131  HISTORY     - 1963     MONUMENTED       TNHD
 GA2131  HISTORY     - 1963     GOOD             TNGS
 GA2131  HISTORY     - 1964     GOOD             NGS
 GA2131
 GA2131                          STATION DESCRIPTION
 GA2131
 GA2131'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2131'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF BEAN STATION.
 GA2131'
 GA2131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 11W AND
 GA2131'25E AT BEAN STATION, GO
 GA2131'0.15 MILE SOUTH ON U.S.  HIGHWAY 25E TO THE STATION
 GA2131'ON THE RIGHT AS DESCRIBED.
 GA2131'
 GA2131'THE STATION IS 67 FEET SOUTHWEST OF THE TELEPHONE NO. 194 1/2, 67
 GA2131'FEET WEST OF THE
 GA2131'APPROXIMATE CENTER OF U.S.  HIGHWAY 25E, AND 4.5 FEET
 GA2131'WEST OF A WITNESS POST.  THE
 GA2131'SURFACE AND UNDERGROUND MARKS ARE
 GA2131'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2131'ARE STAMPED BEAN
 GA2131'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2131'THE SURFACE
 GA2131'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2131'
 GA2131'REFERENCE MARK NO. 1 IS 74 FEET WEST OF THE APPROXIMATE CENTER OF
 GA2131'U.S. HIGHWAY 25E AND 20
 GA2131'FEET SOUTHEAST OF A 6-INCH PINE TREE.  IT IS A STANDARD
 GA2131'TENNESSEE HIGHWAY DEPARTMENT
 GA2131'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2131'CONCRETE MONUMENT AND THE DISK IS STAMPED BEAN
 GA2131'RM-1 1963.
 GA2131'
 GA2131'REFERENCE MARK NO. 2 IS 37 FEET SOUTHEAST OF A WIRE FENCE AND 10 FEET
 GA2131'NORTH OF A 6-INCH PINE
 GA2131'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2131'DISK SET IN A 10-INCH SQUARE,
 GA2131'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2131'IS STAMPED BEAN RM-2 1963.
 GA2131'
 GA2131'THE TRAVERSE STATION JOHNSON WILL SERVE AS THE AZIMUTH MARK.
 GA2131'
 GA2131'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2131
 GA2131                          STATION RECOVERY (1963)
 GA2131
 GA2131'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2131'0.2 MI S FROM BEAN STATION.
 GA2131'FROM THE INTERSECTION OF U.S. HIGHWAY 11W AND 25E AT BEAN STATION,
 GA2131'GO SOUTH ON U.S. HIGHWAY 25E FOR 0.15 MILE TO THE MARK ON THE
 GA2131'RIGHT.  THE STATION MARK IS 67 FEET SOUTHWEST OF TELEPHONE POLE
 GA2131'NO. 194 1/2, 67 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E
 GA2131'AND 4.5 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2131'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 GA2131'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2131
 GA2131                          STATION RECOVERY (1964)
 GA2131
 GA2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1787 ***********************************************************************
 FC1787  DESIGNATION -  BEAN
 FC1787  PID         -  FC1787
 FC1787  STATE/COUNTY-  TN/POLK
 FC1787  USGS QUAD   -  OSWALD DOME (1967)
 FC1787
 FC1787                         *CURRENT SURVEY CONTROL
 FC1787  ___________________________________________________________________
 FC1787* NAD 83(1995)-  35 11 31.52991(N)    084 33 29.77263(W)     ADJUSTED  
 FC1787* NAVD 88     -       921.0    (meters)    3022.     (feet)  VERTCON   
 FC1787  ___________________________________________________________________
 FC1787  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FC1787  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FC1787
 FC1787  HORZ ORDER  -  FIRST
 FC1787
 FC1787.The horizontal coordinates were established by classical geodetic methods
 FC1787.and adjusted by the National Geodetic Survey in April 1999..
 FC1787
 FC1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1787
 FC1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1787
 FC1787.The geoid height was determined by GEOID03.
 FC1787
 FC1787;                    North         East     Units Scale Factor Converg.
 FC1787;SPC TN       -    96,247.031   731,301.220   MT  1.00001072   +0 50 38.6
 FC1787;SPC TN       -   315,770.47  2,399,277.42   sFT  1.00001072   +0 50 38.6
 FC1787;UTM  16      - 3,897,076.672   722,312.708   MT  1.00020913   +1 24 28.1
 FC1787
 FC1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1787!SPC TN       -   0.99986011  x   1.00001072  =   0.99987083
 FC1787!UTM  16      -   0.99986011  x   1.00020913  =   1.00006921
 FC1787
 FC1787|---------------------------------------------------------------------|
 FC1787| PID    Reference Object                     Distance      Geod. Az  |
 FC1787|                                                           dddmmss.s |
 FC1787| CZ4255 BEAN RM 1                            13.672 METERS 01927     |
 FC1787| FC1788 BENTON TREE                         APPROX. 9.5 KM 2165833.3 |
 FC1787| CZ4256 BEAN RM 2                             6.180 METERS 35433     |
 FC1787|---------------------------------------------------------------------|
 FC1787
 FC1787                          SUPERSEDED SURVEY CONTROL
 FC1787
 FC1787  NAD 83(1995)-  35 11 31.53065(N)    084 33 29.77253(W) AD(       ) 1
 FC1787  NAD 83(1995)-  35 11 31.53097(N)    084 33 29.77688(W) AD(       ) 1
 FC1787  NAD 83(1986)-  35 11 31.53162(N)    084 33 29.77652(W) AD(       ) 1
 FC1787  NAD 27      -  35 11 31.27600(N)    084 33 30.02100(W) AD(       ) 1
 FC1787  NGVD 29 (07/19/86)  921.0    (m)         3022.     (f) VERT ANG       
 FC1787
 FC1787.Superseded values are not recommended for survey control.
 FC1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1787.See file dsdata.txt to determine how the superseded data were derived.
 FC1787
 FC1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2231397077(NAD 83)
 FC1787_MARKER: V = STONE MONUMENT
 FC1787_SETTING: 80 = SET IN A BOULDER
 FC1787_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FC1787
 FC1787  HISTORY     - Date     Condition        Report By
 FC1787  HISTORY     - 1887     MONUMENTED       CGS
 FC1787  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1787  HISTORY     - 1949     GOOD             TVA
 FC1787
 FC1787                          STATION DESCRIPTION
 FC1787
 FC1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (AHB)
 FC1787'ABOUT 5 MILES EAST OF BENTON, ABOUT 7 MILES SOUTH OF COG HILL, ON
 FC1787'HIGHEST AND WESTERN POINT OF BEANS MOUNTAIN KNOWN AS OSWALD DOME,
 FC1787'16.17 FEET NORTHWEST OF NORTH ANCHOR BOLT IN NORTHWEST COLUMN FOOTING
 FC1787'OF 80-FOOT FOREST SERVICE FIRE TOWER, AND 29.5 FEET NORTH-NORTHWEST
 FC1787'OF NORTH ANCHOR BOLT IN SOUTHWEST COLUMN FOOTING OF SAME.  TO REACH
 FC1787'FROM COURTHOUSE IN BENTON, GO 1.4 MILES EAST ON COPPER HILL PIKE,
 FC1787'TURN LEFT (SOUTHEAST) AT BRIDGE OVER SECOND CREEK FROM BENTON, GO 2.8
 FC1787'MILES TO TOP OF RIDGE, TURN LEFT (NORTH) AND FOLLOW 5.2 MILES
 FC1787'ALONG TOP OF RIDGE, TURN LEFT (NORTH) AT U-TURN AND GO 1.1 MILES TO
 FC1787'STATION SITE.  ORIGINAL SURFACE MARK WAS INTERSECTION OF
 FC1787'EAST-AND-WEST AND NORTH-AND-SOUTH GROOVES WITH LETTERS U.S.C.S. IN
 FC1787'TOP OF VERY HARD SANDSTONE POST 3-1/4 FEET BY 11 INCHES BY 8 INCHES
 FC1787'PROJECTING 4 INCHES ABOVE GROUND.  UNDERGROUND MARK IS CENTER
 FC1787'OF 2 1/2-INCH MOUTH OF STONE FRUIT JAR 8 INCHES LONG AND 5-1/4 INCHES
 FC1787'IN DIAMETER FILLED WITH ASHES.  IN 1933 STONE SURFACE MARK WAS RESET
 FC1787'WITH DISK DATED 1887-1933.  UNDERGROUND MARK WAS NOT DISTURBED.
 FC1787'REFERENCE MARKS ARE DRILL HOLES IN ROCKS IN THEIR NATURAL POSITIONS
 FC1787'AT FOLLOWING DISTANCES AND DIRECTIONS FROM STATION-44 FEET 10
 FC1787'INCHES, N. 45-1/2 DEG E., 20 FEET 5 INCHES, S. 5 DEG W., AND 15 FEET
 FC1787'2 INCHES, N. 54-1/2 DEG W.  IN 1933 THE FIRST TWO REFERENCE MARKS
 FC1787'MENTIONED WERE RECOVERED, RE-MARKED WITH STANDARD DISKS, AND
 FC1787'REDESCRIBED.  REFERENCE MARK NO. 1 IS 11 FEET NORTH OF WIRE FENCE,
 FC1787'39 FEET NORTH OF NORTHEAST COLUMN FOOTING OF FIRE TOWER, 42.83 FEET
 FC1787'NORTH-NORTHEAST OF NORTH ANCHOR BOLT IN NORTHWEST COLUMN FOOTING OF
 FC1787'FIRE TOWER, AND 13.672 METERS (44.86 FEET) FROM STATION
 FC1787'N 43 DEG 22 MIN E. REFERENCE MARK NO. 2 IS 20.35 FEET SOUTHWEST OF
 FC1787'NORTH ANCHOR BOLT IN NORTHWEST COLUMN FOOTING OF FIRE TOWER, 15.67
 FC1787'FEET NORTHWEST OF NORTH ANCHOR BOLT IN SOUTHWEST COLUMN FOOTING OF
 FC1787'SAME, AND 6.180 METERS (20.28) FEET FROM STATION
 FC1787'S 02 DEG 03 MIN W.
 FC1787
 FC1787                          STATION RECOVERY (1949)
 FC1787
 FC1787'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1787'STATION WAS RECOVERED IN GOOD CONDITION.  DISK IS STAMPED BEAN 1887
 FC1787'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2132 ***********************************************************************
 GA2132  DESIGNATION -  BEAN RM 1
 GA2132  PID         -  GA2132
 GA2132  STATE/COUNTY-  TN/GRAINGER
 GA2132  USGS QUAD   -  BEAN STATION (1976)
 GA2132
 GA2132                         *CURRENT SURVEY CONTROL
 GA2132  ___________________________________________________________________
 GA2132* NAD 83(1986)-  36 20 28.     (N)    083 17 00.     (W)     SCALED    
 GA2132* NAVD 88     -       354.118  (meters)    1161.80   (feet)  ADJUSTED  
 GA2132  ___________________________________________________________________
 GA2132  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2132  DYNAMIC HT  -         353.798 (meters)    1160.75  (feet)  COMP
 GA2132  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GA2132
 GA2132  VERT ORDER  -  SECOND    CLASS 0
 GA2132
 GA2132.The horizontal coordinates were scaled from a topographic map and have
 GA2132.an estimated accuracy of +/- 6 seconds.
 GA2132
 GA2132.The orthometric height was determined by differential leveling
 GA2132.and adjusted by the National Geodetic Survey in June 1991..
 GA2132
 GA2132.The geoid height was determined by GEOID03.
 GA2132
 GA2132.The dynamic height is computed by dividing the NAVD 88
 GA2132.geopotential number by the normal gravity value computed on the
 GA2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2132.degrees latitude (g = 980.6199 gals.).
 GA2132
 GA2132.The modeled gravity was interpolated from observed gravity values.
 GA2132
 GA2132;                    North         East    Units  Estimated Accuracy
 GA2132;SPC TN       -   226,150.      843,850.      MT  (+/- 180 meters Scaled)
 GA2132
 GA2132                          SUPERSEDED SURVEY CONTROL
 GA2132
 GA2132  NGVD 29 (??/??/92)  354.254  (m)         1162.25   (f) ADJ UNCH    2 0
 GA2132
 GA2132.Superseded values are not recommended for survey control.
 GA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2132.See file dsdata.txt to determine how the superseded data were derived.
 GA2132
 GA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA950242(NAD 83)
 GA2132_MARKER: DD = SURVEY DISK
 GA2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2132_STAMPING: BEAN RM-1 1963
 GA2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2132+STABILITY: SURFACE MOTION
 GA2132
 GA2132  HISTORY     - Date     Condition        Report By
 GA2132  HISTORY     - 1963     MONUMENTED       TNHD
 GA2132  HISTORY     - 1964     GOOD             NGS
 GA2132
 GA2132                          STATION DESCRIPTION
 GA2132
 GA2132'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2132'0.2 MI S FROM BEAN STATION.
 GA2132'THIS MARK IS LOCATED AT THE BEAN 1963 STATION SITE, 74 FEET WEST
 GA2132'OF THE CENTERLINE OF U.S. HIGHWAY 25E, 20 FEET SOUTHEAST OF A
 GA2132'6-INCH PINE TREE AND 23 FEET SOUTH OF THE STATION.  THE MARK IS
 GA2132'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2132'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE--
 GA2132'FOR DESCR SEE STATION BEAN.
 GA2132
 GA2132                          STATION RECOVERY (1964)
 GA2132
 GA2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2130 ***********************************************************************
 GA2130  DESIGNATION -  BEAN RM 2
 GA2130  PID         -  GA2130
 GA2130  STATE/COUNTY-  TN/GRAINGER
 GA2130  USGS QUAD   -  BEAN STATION (1976)
 GA2130
 GA2130                         *CURRENT SURVEY CONTROL
 GA2130  ___________________________________________________________________
 GA2130* NAD 83(1986)-  36 20 28.     (N)    083 17 00.     (W)     SCALED    
 GA2130* NAVD 88     -       354.014  (meters)    1161.46   (feet)  ADJUSTED  
 GA2130  ___________________________________________________________________
 GA2130  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2130  DYNAMIC HT  -         353.695 (meters)    1160.41  (feet)  COMP
 GA2130  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GA2130
 GA2130  VERT ORDER  -  SECOND    CLASS 0
 GA2130
 GA2130.The horizontal coordinates were scaled from a topographic map and have
 GA2130.an estimated accuracy of +/- 6 seconds.
 GA2130
 GA2130.The orthometric height was determined by differential leveling
 GA2130.and adjusted by the National Geodetic Survey in June 1991..
 GA2130
 GA2130.The geoid height was determined by GEOID03.
 GA2130
 GA2130.The dynamic height is computed by dividing the NAVD 88
 GA2130.geopotential number by the normal gravity value computed on the
 GA2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2130.degrees latitude (g = 980.6199 gals.).
 GA2130
 GA2130.The modeled gravity was interpolated from observed gravity values.
 GA2130
 GA2130;                    North         East    Units  Estimated Accuracy
 GA2130;SPC TN       -   226,150.      843,850.      MT  (+/- 180 meters Scaled)
 GA2130
 GA2130                          SUPERSEDED SURVEY CONTROL
 GA2130
 GA2130  NGVD 29 (??/??/92)  354.151  (m)         1161.91   (f) ADJ UNCH    2 0
 GA2130
 GA2130.Superseded values are not recommended for survey control.
 GA2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2130.See file dsdata.txt to determine how the superseded data were derived.
 GA2130
 GA2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA950242(NAD 83)
 GA2130_MARKER: DD = SURVEY DISK
 GA2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2130_STAMPING: BEAN RM-2 1963
 GA2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2130+STABILITY: SURFACE MOTION
 GA2130
 GA2130  HISTORY     - Date     Condition        Report By
 GA2130  HISTORY     - 1963     MONUMENTED       TNHD
 GA2130  HISTORY     - 1964     GOOD             NGS
 GA2130
 GA2130                          STATION DESCRIPTION
 GA2130
 GA2130'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2130'0.2 MI S FROM BEAN STATION.
 GA2130'THIS MARK IS LOCATED AT THE BEAN 1963 STATION SITE, 37 FEET
 GA2130'SOUTHEAST OF A WIRE FENCE, 10 FEET NORTH OF A 6-INCH PINE TREE,
 GA2130'AND 20 FEET WEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2130'HIGHWAY DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2130'FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION BEAN.
 GA2130
 GA2130                          STATION RECOVERY (1964)
 GA2130
 GA2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2507 ***********************************************************************
 GB2507  DESIGNATION -  BEAR
 GB2507  PID         -  GB2507
 GB2507  STATE/COUNTY-  TN/SCOTT
 GB2507  USGS QUAD   -  WINFIELD (1982)
 GB2507
 GB2507                         *CURRENT SURVEY CONTROL
 GB2507  ___________________________________________________________________
 GB2507* NAD 83(1995)-  36 32 12.83314(N)    084 28 48.58012(W)     ADJUSTED  
 GB2507* NAVD 88     -       446.2    (meters)    1464.     (feet)  VERTCON   
 GB2507  ___________________________________________________________________
 GB2507  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GB2507  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GB2507
 GB2507  HORZ ORDER  -  SECOND
 GB2507
 GB2507.The horizontal coordinates were established by classical geodetic methods
 GB2507.and adjusted by the National Geodetic Survey in April 1999..
 GB2507
 GB2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2507
 GB2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2507
 GB2507.The geoid height was determined by GEOID03.
 GB2507
 GB2507;                    North         East     Units Scale Factor Converg.
 GB2507;SPC TN       -   245,547.429   736,097.135   MT  1.00002353   +0 53 23.2
 GB2507;SPC TN       -   805,600.19  2,415,012.02   sFT  1.00002353   +0 53 23.2
 GB2507;UTM  16      - 4,046,455.218   725,579.077   MT  1.00022698   +1 30 02.9
 GB2507
 GB2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2507!SPC TN       -   0.99993453  x   1.00002353  =   0.99995805
 GB2507!UTM  16      -   0.99993453  x   1.00022698  =   1.00016149
 GB2507
 GB2507|---------------------------------------------------------------------|
 GB2507| PID    Reference Object                     Distance      Geod. Az  |
 GB2507|                                                           dddmmss.s |
 GB2507| DB8710 BEAR RM 1                            12.860 METERS 02607     |
 GB2507| DB8709 BEAR AZ MK                                         2422222.5 |
 GB2507| DB8711 BEAR RM 2                            12.365 METERS 29028     |
 GB2507|---------------------------------------------------------------------|
 GB2507
 GB2507                          SUPERSEDED SURVEY CONTROL
 GB2507
 GB2507  NAD 83(1995)-  36 32 12.83371(N)    084 28 48.58003(W) AD(       ) 2
 GB2507  NAD 83(1995)-  36 32 12.84234(N)    084 28 48.58332(W) AD(       ) 2
 GB2507  NAD 83(1986)-  36 32 12.84258(N)    084 28 48.58217(W) AD(       ) 2
 GB2507  NAD 27      -  36 32 12.56125(N)    084 28 48.80770(W) AD(       ) 2
 GB2507  NGVD 29 (07/19/86)  446.3    (m)         1464.     (f) VERT ANG       
 GB2507
 GB2507.Superseded values are not recommended for survey control.
 GB2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2507.See file dsdata.txt to determine how the superseded data were derived.
 GB2507
 GB2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2557946455(NAD 83)
 GB2507_MARKER: DD = SURVEY DISK
 GB2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2507
 GB2507  HISTORY     - Date     Condition        Report By
 GB2507  HISTORY     - 1966     MONUMENTED       TNHD
 GB2507  HISTORY     - 1980     SEE DESCRIPTION  NGS
 GB2507  HISTORY     - 1981     GOOD             NGS
 GB2507
 GB2507                          STATION DESCRIPTION
 GB2507
 GB2507'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2507'THE STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF ONEIDA.
 GB2507'
 GB2507'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ONEIDA, GO WESTERLY
 GB2507'ON DEPOT STREET FOR 0.25
 GB2507'MILE TO U.S.  HIGHWAY 27, TURN RIGHT ON U.S.  HIGHWAY
 GB2507'27 AND GO NORTHERLY AND EASTERLY
 GB2507'FOR 3.15 MILES TO THE AZIMUTH MARK
 GB2507'ON THE RIGHT.  CONTINUE EASTERLY ON U.S.  HIGHWAY
 GB2507'27 FOR 0.3 MILE TO
 GB2507'THE STATION ON THE LEFT.
 GB2507'
 GB2507'THE STATION IS 98 FEET EAST OF A GUYED POWERLINE POLE, 84 FEET NORTH
 GB2507'OF THE APPROXIMATE
 GB2507'CENTER OF U.S.  HIGHWAY 27, 40 FEET SOUTH OF A 14-INCH
 GB2507'PINE TREE AND 27.5 FEET SOUTH
 GB2507'OF A METAL WITNESS POST AND SIGN.  THE
 GB2507'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2507'TENNESSEE HIGHWAY
 GB2507'DEPARTMENT DISKS AND THE DISKS ARE STAMPED BEAR 1966.  THE
 GB2507'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2507'DISK IS SET IN THE
 GB2507'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2507'
 GB2507'REFERENCE MARK NO. 1 IS 27.5 FEET EAST OF THE METAL WITNESS POST AND
 GB2507'SIGN AND 15 FEET EAST OF
 GB2507'THE 14-INCH PINE TREE.  IT IS A STANDARD TENNESSEE
 GB2507'HIGHWAY DEPARTMENT DISK SET IN THE
 GB2507'TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2507'CONCRETE MONUMENT AND THE DISK IS STAMPED BEAR RM-1 1966.
 GB2507'
 GB2507'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE GUYED POWERLINE POLE AND
 GB2507'34 FEET WEST OF THE METAL
 GB2507'WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GB2507'HIGHWAY DEPARTMENT DISK SET IN THE
 GB2507'TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2507'CONCRETE MONUMENT AND THE DISK IS STAMPED BEAR RM-2 1966.
 GB2507'
 GB2507'NO HORIZONTAL MEASUREMENTS COULD BE MADE BETWEEN THE REFERENCE MARKS.
 GB2507'
 GB2507'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GB2507'HIGHWAY 27, 4 FEET
 GB2507'SOUTHWEST OF THE EAST END OF A GUARD RAIL AND 3.2 FEET
 GB2507'NORTHEAST OF A METAL WITNESS
 GB2507'POST AND SIGN.  IT IS A STANDARD
 GB2507'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB2507'TOP OF A 10-INCH,
 GB2507'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BEAR
 GB2507'AZI 1966.
 GB2507'
 GB2507'ALL OBSERVATIONS WERE MADE FROM A 10-FOOT WOODEN STAND.
 GB2507'
 GB2507'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GB2507
 GB2507                          STATION RECOVERY (1980)
 GB2507
 GB2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2507'THE AZIMUTH MARK AND UNDERGROUND STATION MARK WERE FOUND IN GOOD
 GB2507'CONDITION.  THE SURFACE STATION MARK AND BOTH REFERENCE MARKS WERE
 GB2507'FOUND DESTROYED BY GRADING.  A NEW SURFACE STATION MARK AND REFERENCE
 GB2507'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GB2507'
 GB2507'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF ONEIDA, IN A
 GB2507'SMALL CIGARED FIELD, ABOUT 175 FEET EAST OF THE CENTERLINE OF A ROAD
 GB2507'NORTH, 85 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 27, 99 FEET
 GB2507'SOUTHEAST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  A
 GB2507'STANDARD THD DISK SET IN TOP OF A SQUARE CONCRETE POST 4 INCHES BELOW
 GB2507'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED---BEAR 1966 1980---.
 GB2507'
 GB2507'TO REACH THE STATION FROM THE SCOTT COUNTY HOSPITAL AT ONEIDA, GO
 GB2507'NORTHERLY ON U.S. HIGHWAY 27 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE
 GB2507'RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE
 GB2507'LEFT.
 GB2507'
 GB2507'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB2507'STAMPED---BEAR THD 1966 NO 3 1980---PROJECTING 2 INCHES, 42 FEET
 GB2507'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A METAL
 GB2507'WITNESS POST.
 GB2507'
 GB2507'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB2507'STAMPED---BEAR THD 1966 NO 4 1980---PROJECTING 2 INCHES, 3 FEET
 GB2507'NORTHEAST OF A POWER POLE AND 14 FEET SOUTHEAST OF A METAL UTILITY
 GB2507'COVER.
 GB2507'
 GB2507'THE AZIMUTH MARK IS A STANDARD THD DISK SET IN THE TOP OF A SQUARE
 GB2507'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---BEAR AZI 1966---3
 GB2507'FEET SOUTHWEST OF THE EAST END OF A METAL GUARDSRAIL, 1 FOOT NORTH OF
 GB2507'A METAL WITNESS POST AND 22 FEET SOUTH OF THE CENTERLINE OF THE
 GB2507'HIGHWAY.
 GB2507
 GB2507                          STATION RECOVERY (1981)
 GB2507
 GB2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (ARB)
 GB2507'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE AZIMUTH AND
 GB2507'RM 3 AND 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0313 ***********************************************************************
 FF0313  DESIGNATION -  BEAR CREEK BOLT
 FF0313  PID         -  FF0313
 FF0313  STATE/COUNTY-  TN/SHELBY
 FF0313  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0313
 FF0313                         *CURRENT SURVEY CONTROL
 FF0313  ___________________________________________________________________
 FF0313* NAD 83(1986)-  35 13 57.     (N)    090 03 54.     (W)     SCALED    
 FF0313* NAVD 88     -        68.607  (meters)     225.09   (feet)  ADJUSTED  
 FF0313  ___________________________________________________________________
 FF0313  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0313  DYNAMIC HT  -          68.545 (meters)     224.88  (feet)  COMP
 FF0313  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FF0313
 FF0313  VERT ORDER  -  FIRST     CLASS II
 FF0313
 FF0313.The horizontal coordinates were scaled from a topographic map and have
 FF0313.an estimated accuracy of +/- 6 seconds.
 FF0313
 FF0313.The orthometric height was determined by differential leveling
 FF0313.and adjusted by the National Geodetic Survey in June 1991..
 FF0313
 FF0313.The geoid height was determined by GEOID03.
 FF0313
 FF0313.The dynamic height is computed by dividing the NAVD 88
 FF0313.geopotential number by the normal gravity value computed on the
 FF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0313.degrees latitude (g = 980.6199 gals.).
 FF0313
 FF0313.The modeled gravity was interpolated from observed gravity values.
 FF0313
 FF0313;                    North         East    Units  Estimated Accuracy
 FF0313;SPC TN       -   107,450.      230,070.      MT  (+/- 180 meters Scaled)
 FF0313
 FF0313                          SUPERSEDED SURVEY CONTROL
 FF0313
 FF0313  NGVD 29 (??/??/??)   68.569  (m)          224.96   (f) ADJUSTED    1 2
 FF0313
 FF0313.Superseded values are not recommended for survey control.
 FF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0313.See file dsdata.txt to determine how the superseded data were derived.
 FF0313
 FF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV671027(NAD 83)
 FF0313_MARKER: B = BOLT
 FF0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0313_STAMPING: 1906
 FF0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0313
 FF0313  HISTORY     - Date     Condition        Report By
 FF0313  HISTORY     - 1906     MONUMENTED       MRC
 FF0313  HISTORY     - 1957     GOOD             CGS
 FF0313
 FF0313                          STATION DESCRIPTION
 FF0313
 FF0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0313'4 MI NW FROM FRAYSER.
 FF0313'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0313'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0313'ALONG MARSH ROAD, THENCE 2.25 MILES NORTH AND NORTHWEST ALONG
 FF0313'BENJESTOWN ROAD, THENCE 0.8 MILE WEST CROSS COUNTRY, ABOUT 1.0
 FF0313'MILE NORTH OF THE MOUTH OF THE LOOSAHATCHIE RIVER, 131 YARDS
 FF0313'NORTH OF A POINT WHERE THE CURRENTS CUTS INTO BLUFF, 120 FEET
 FF0313'SOUTHEAST OF THE SOUTH END OF A SMALL CULTIVATED FIELD, 30
 FF0313'FEET NORTH OF A 16-INCH ELM TREE, 28 FEET WEST-NORTHWEST AND
 FF0313'ABOUT 12 FEET BELOW A 14-INCH POPLAR TREE, 104 FEET
 FF0313'WEST-SOUTHWEST OF A BLAZED 40-INCH OAK TREE, 4 FEET WEST OF A
 FF0313'6-INCH BLACK WALNUT TREE, 548 FEET WEST-NORTHWEST OF THE WEST
 FF0313'LEG OF POWER LINE POLE NO. 451, NEAR THE FOOT OF A BLUFF, A
 FF0313'COPPER BOLT DIRECTLY UNDER A MRC PIPE AND CAP WHICH PROJECTS
 FF0313'24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0314 ***********************************************************************
 FF0314  DESIGNATION -  BEAR CREEK CAP
 FF0314  PID         -  FF0314
 FF0314  STATE/COUNTY-  TN/SHELBY
 FF0314  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0314
 FF0314                         *CURRENT SURVEY CONTROL
 FF0314  ___________________________________________________________________
 FF0314* NAD 83(1986)-  35 13 57.     (N)    090 03 54.     (W)     SCALED    
 FF0314* NAVD 88     -        69.833  (meters)     229.11   (feet)  ADJUSTED  
 FF0314  ___________________________________________________________________
 FF0314  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0314  DYNAMIC HT  -          69.770 (meters)     228.90  (feet)  COMP
 FF0314  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FF0314
 FF0314  VERT ORDER  -  FIRST     CLASS II
 FF0314
 FF0314.The horizontal coordinates were scaled from a topographic map and have
 FF0314.an estimated accuracy of +/- 6 seconds.
 FF0314
 FF0314.The orthometric height was determined by differential leveling
 FF0314.and adjusted by the National Geodetic Survey in June 1991..
 FF0314
 FF0314.The geoid height was determined by GEOID03.
 FF0314
 FF0314.The dynamic height is computed by dividing the NAVD 88
 FF0314.geopotential number by the normal gravity value computed on the
 FF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0314.degrees latitude (g = 980.6199 gals.).
 FF0314
 FF0314.The modeled gravity was interpolated from observed gravity values.
 FF0314
 FF0314;                    North         East    Units  Estimated Accuracy
 FF0314;SPC TN       -   107,450.      230,070.      MT  (+/- 180 meters Scaled)
 FF0314
 FF0314                          SUPERSEDED SURVEY CONTROL
 FF0314
 FF0314  NGVD 29 (??/??/??)   69.795  (m)          228.99   (f) ADJUSTED    1 2
 FF0314
 FF0314.Superseded values are not recommended for survey control.
 FF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0314.See file dsdata.txt to determine how the superseded data were derived.
 FF0314
 FF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV671027(NAD 83)
 FF0314_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0314
 FF0314  HISTORY     - Date     Condition        Report By
 FF0314  HISTORY     - 1906     MONUMENTED       MRC
 FF0314  HISTORY     - 1957     GOOD             CGS
 FF0314
 FF0314                          STATION DESCRIPTION
 FF0314
 FF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0314'4 MI NW FROM FRAYSER.
 FF0314'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0314'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST ALONG
 FF0314'MARSH ROAD, THENCE 2.25 MILES NORTH AND NORTHWEST ALONG
 FF0314'BENJESTOWN ROAD, THENCE 0.8 MILE WEST CROSS COUNTRY, ABOUT 1.0
 FF0314'MILE NORTH OF THE MOUTH OF THE LOOSAHATCHIE RIVER, 131 YARDS
 FF0314'NORTH OF A POINT WHERE THE CURRENT CUTS INTO BLUFF, 120 FEET
 FF0314'SOUTHEAST OF THE SOUTH END OF A SMALL CULTIVATED FIELD, 30
 FF0314'FEET NORTH OF A 16-INCH ELM TREE, 28 FEET WEST-NORTHWEST AND
 FF0314'ABOUT 12 FEET BELOW A 14-INCH POPLAR TREE, 104 FEET
 FF0314'WEST-SOUTHWEST OF A BLAZED 40-INCH OAK TREE, 4 FEET WEST OF A
 FF0314'6-INCH BLACK WALNUT TREE, 548 FEET WEST-NORTHWEST OF THE WEST
 FF0314'LEG OF POWER LINE POLE NO. 451, NEAR THE FOOT OF A BLUFF, A MRC
 FF0314'PIPE AND CAP WHICH PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1627 ***********************************************************************
 FD1627  DESIGNATION -  BEARD
 FD1627  PID         -  FD1627
 FD1627  STATE/COUNTY-  TN/PERRY
 FD1627  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1627
 FD1627                         *CURRENT SURVEY CONTROL
 FD1627  ___________________________________________________________________
 FD1627* NAD 83(1995)-  35 41 32.38219(N)    087 50 22.10595(W)     ADJUSTED  
 FD1627* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 FD1627  ___________________________________________________________________
 FD1627  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FD1627  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1627
 FD1627  HORZ ORDER  -  SECOND
 FD1627
 FD1627.The horizontal coordinates were established by classical geodetic methods
 FD1627.and adjusted by the National Geodetic Survey in April 1999..
 FD1627
 FD1627.The orthometric height was scaled from a topographic map.
 FD1627
 FD1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1627
 FD1627.The geoid height was determined by GEOID03.
 FD1627
 FD1627;                    North         East     Units Scale Factor Converg.
 FD1627;SPC TN       -   152,343.664   433,522.310   MT  0.99995145   -1 04 36.8
 FD1627;SPC TN       -   499,814.17  1,422,314.45   sFT  0.99995145   -1 04 36.8
 FD1627;UTM  16      - 3,950,148.697   424,046.549   MT  0.99967109   -0 29 23.3
 FD1627
 FD1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1627!SPC TN       -   0.99996440  x   0.99995145  =   0.99991585
 FD1627!UTM  16      -   0.99996440  x   0.99967109  =   0.99963550
 FD1627
 FD1627:                Primary Azimuth Mark                     Grid Az
 FD1627:SPC TN       -  BEARD AZ MK                              024 43 18.3
 FD1627:UTM  16      -  BEARD AZ MK                              024 08 04.8
 FD1627
 FD1627|---------------------------------------------------------------------|
 FD1627| PID    Reference Object                     Distance      Geod. Az  |
 FD1627|                                                           dddmmss.s |
 FD1627| CG5563 BEARD AZ MK                                        0233841.5 |
 FD1627| CG5564 BEARD RM 1                           44.516 METERS 15103     |
 FD1627| CG5565 BEARD RM 2                           52.654 METERS 23636     |
 FD1627|---------------------------------------------------------------------|
 FD1627
 FD1627                          SUPERSEDED SURVEY CONTROL
 FD1627
 FD1627  NAD 83(1995)-  35 41 32.38464(N)    087 50 22.10751(W) AD(       ) 2
 FD1627  NAD 83(1986)-  35 41 32.39258(N)    087 50 22.10677(W) AD(       ) 2
 FD1627  NAD 27      -  35 41 32.15000(N)    087 50 22.01500(W) AD(       ) 2
 FD1627
 FD1627.Superseded values are not recommended for survey control.
 FD1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1627.See file dsdata.txt to determine how the superseded data were derived.
 FD1627
 FD1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2404750149(NAD 83)
 FD1627_MARKER: DS = TRIANGULATION STATION DISK
 FD1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1627
 FD1627  HISTORY     - Date     Condition        Report By
 FD1627  HISTORY     - 1934     MONUMENTED       CGS
 FD1627  HISTORY     - 1962     GOOD             CGS
 FD1627  HISTORY     - 1974     GOOD             TVA
 FD1627
 FD1627                          STATION DESCRIPTION
 FD1627
 FD1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1627'ABOUT 5.25 MILES NORTH OF LINDEN, ABOUT 2.75 MILES SOUTHWEST OF
 FD1627'BEARDSTOWN, ON
 FD1627'DIVIDE BETWEEN BUFFALO AND TENNESSEE RIVERS, AT HEADS
 FD1627'OF KINGS BRANCH, HARRISS HOLLOW,
 FD1627'AND TOMS CREEK, ABOUT 0.25 MILE
 FD1627'SOUTH OF GAP THROUGH WHICH ROAD UP KINGS BRANCH AND
 FD1627'DOWN TOMS CREEK
 FD1627'PASSES, AND ON PROPERTY OF A TIE COMPANY OF PADUCAH, KY.  TO REACH
 FD1627'FROM JUNCTION OF
 FD1627'STATE ROUTES 13 AND 50 AT BUFFALO RIVER BRIDGE IN
 FD1627'BEARDSTOWN, GO SOUTH 0.65 MILE ON
 FD1627'ROUTE 13, TURN SHARPLY TO RIGHT AND
 FD1627'FOLLOW MAIN ROAD ALONG KINGS BRANCH 2.3 MILES TO TOP
 FD1627'OF GRADE, TURN
 FD1627'LEFT AND FOLLOW RIGHT-HAND OF TWO FORKS ABOUT 0.2 MILE TO
 FD1627'TRIANGLE-BLAZED
 FD1627'OAK ON TOP OF HILL AND STATION SITE.  STATION IS ON
 FD1627'HIGHEST POINT OF SUMMIT, ABOUT 50
 FD1627'FEET NORTH OF LANE, 40 FEET NORTH-
 FD1627'NORTHWEST OF 12-INCH BLACK OAK WITH TRIANGULAR
 FD1627'BLAZE, AND 59 FEET
 FD1627'NORTH OF 12-INCH BLAZED BLACK OAK MARKED 59.  SURFACE AND
 FD1627'UNDERGROUND MARKS
 FD1627'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1627'MARK PROJECTS ABOUT 1
 FD1627'FOOT ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS
 FD1627'ARE STANDARD REFERENCE DISKS IN
 FD1627'CONCRETE.  NO 1 IS IN
 FD1627'WOODS, 5 FEET NORTHEAST OF 9-INCH CHESTNUT OAK,
 FD1627'AND 146.05 FEET FROM
 FD1627'STATION S 28 DEG 57 MIN E.  NO 2 IS IN CLEARED AREA, 6
 FD1627'FEET NORTH OF
 FD1627'LANE, AND 172.75 FEET FROM STATION S 56 DEG 36 MIN E.
 FD1627'AZIMUTH MARK IS ON BANK
 FD1627'ABOUT 22 FEET NORTH OF CENTER LINE OF ROAD,
 FD1627'22 FEET SOUTHWEST OF 15-INCH BLACK OAK, 50
 FD1627'YARDS NORTHWEST OF TOP OF
 FD1627'GRADE, AND ABOUT 0.25 MILE FROM STATION N 23 DEG 39 MIN E.
 FD1627
 FD1627                          STATION RECOVERY (1962)
 FD1627
 FD1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1627'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1627'RECOVERED AND FOUND IN
 FD1627'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1627'THE AZIMUTH MARK BUT IT
 FD1627'COULD NOT BE FOUND.  THERE HAS BEEN
 FD1627'CONSIDERABLE EXCAVATION FOR A CROSSROAD AT
 FD1627'THE ORIGINAL LOCATION OF
 FD1627'THE MARK AND IT IS PRESUMED TO HAVE BEEN DESTROYED DURING
 FD1627'THIS TIME.  THE
 FD1627'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW
 FD1627'AND COMPLETE
 FD1627'DESCRIPTION.
 FD1627'
 FD1627'THE STATION IS SAID TO BE ON THE PROPERTY OF THE TANGOOD CORPORATION
 FD1627'OF PENSACOLA,
 FD1627'FLORIDA.  IT IS ON A HEAVILY TIMBERED DIVIDE BETWEEN THE
 FD1627'BUFFALO AND TENNESSEE RIVERS,
 FD1627'ABOUT 5.25 MILES NORTH OF LINDEN AND
 FD1627'2.75 MILES SOUTHWEST OF BEARDSTOWN
 FD1627'
 FD1627'TO REACH FROM THE BUFFALO RIVER BRIDGE AT THE JUNCTION OF STATE
 FD1627'ROUTES 50 AND 13 IN THE
 FD1627'SMALL COMMUNITY OF BEARDSTOWN, GO SOUTH ON STATE ROUTE 13
 FD1627'FOR 0.05 MILE TO A GRAVELED
 FD1627'ROAD RIGHT (COUNTY ROAD R 17075), AND A
 FD1627'CHURCH IN THE NORTHWEST ANGLE.  HERE TURN
 FD1627'RIGHT ON THIS GRAVELED ROAD
 FD1627'AND GO SOUTHWESTERLY FOR 0.6 MILE TO A T CROSSROAD, TURN
 FD1627'RIGHT AND GO
 FD1627'WESTERLY 2.5 MILES TO A T CROSSROAD, TURN LEFT, SOUTH, ON A GRAVELED
 FD1627'ROAD FOR 0.25 MILE
 FD1627'TO A WOODS CROSSROAD AT THE TOP OF THE HILL, A
 FD1627'10-INCH, TRIANGLE BLAZED OAK TREE ON
 FD1627'THE RIGHT AND THE STATION IN THE
 FD1627'NORTHWEST ANGLE AS DESCRIBED.
 FD1627'
 FD1627'THE STATION IS 62 FEET NORTH OF THE INTERSECTION OF THE GRAVELED ROAD
 FD1627'AND WOODS ROAD, 46 FEET
 FD1627'SOUTHWEST OF A 16-INCH, TRIANGLE BLAZED OAK TREE, 44
 FD1627'FEET WEST OF THE APPROXIMATE
 FD1627'CENTER OF THE GRAVELED ROAD, 35 FEET
 FD1627'EAST OF A 16-INCH, TRIANGLE BLAZED OAK TREE AND
 FD1627'0.7 OF A FOOT EAST OF
 FD1627'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FD1627'TOP OF A 12-INCH,
 FD1627'ROUND, CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND
 FD1627'THE DISK IS STAMPED BEARD 1934.
 FD1627'
 FD1627'REFERENCE MARK NO 1 IS 91 FEET EAST-SOUTHEAST OF THE INTERSECTION OF
 FD1627'THE GRAVELED ROAD AND
 FD1627'THE WOODS ROAD, 16 FEET SOUTH OF THE APPROXIMATE
 FD1627'CENTER OF THE WOODS ROAD, 8 FEET
 FD1627'SOUTHWEST OF A SMALL CEDAR TREE, AND
 FD1627'5 FEET NORTH OF A 10-INCH, CHESTNUT OAK TREE.  IT
 FD1627'IS A STANDARD DISK
 FD1627'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FD1627'12 INCHES AND THE
 FD1627'DISK IS STAMPED BEARD NO 1 1934.
 FD1627'
 FD1627'REFERENCE MARK NO 2 IS 158 FEET WEST OF THE INTERSECTION OF THE
 FD1627'GRAVELED ROAD AND THE
 FD1627'WOODS ROAD, 41 FEET WEST OF AN 18-INCH, TRIANGLE BLAZED OAK
 FD1627'TREE, 28 FEET EAST OF A
 FD1627'12-INCH, TRIANGLE BLAZED OAK TREE, 17 FEET
 FD1627'NORTHEAST OF A 10-INCH, TRIANGLE BLAZED
 FD1627'OAK TREE, AND 5 FEET NORTH OF
 FD1627'THE APPROXIMATE CENTER OF THE WOODS ROAD.  IT IS A
 FD1627'STANDARD DISK SET
 FD1627'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10
 FD1627'INCHES AND THE
 FD1627'DISK IS STAMPED BEARD NO 2 1934.
 FD1627
 FD1627                          STATION RECOVERY (1974)
 FD1627
 FD1627'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (JG)
 FD1627'BEARD RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1627'
 FD1627'COAST AND GEODETIC POST AND SIGN AT MONUMENT.
 FD1627'
 FD1627'ADD TO DESCRIPTION.
 FD1627'14.5 FT NORTH TO 8 INCH WHITE OAK.
 FD1627'8.8 FT EAST TO 8 INCH WHITE OAK.
 FD1627'22.9 FT N 60 E TO 8 INCH WHITE OAK.
 FD1627'48.0 FT NORTH FROM CENTERLINE ROAD.
 FD1627'
 FD1627'BEARD RM 1 RECOVERED IN GOOD CONDITION.
 FD1627'
 FD1627'T. V. A. POST AND SIGN SET AT MARKER.
 FD1627'
 FD1627'BEARD RM 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1627'
 FD1627'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI. SW FROM BEARDSTOWN,
 FD1627'TN.
 FD1627'BEARD AZ. MK. RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1627'DESCRIPTION.
 FD1627'
 FD1627'ADD TO DESCRIPTION--
 FD1627'17.1 FT. S 75 E TO 6 INCH RED OAK.
 FD1627'10.1 FT N 45 E TO 6 INCH RED OAK.
 FD1627'
 FD1627'POST AND SIGN SET AT MON.
 FD1627'
 FD1627'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MI. FROM (BEARD)
 FD1627'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2627 ***********************************************************************
 FE2627  DESIGNATION -  BEASLEY
 FE2627  PID         -  FE2627
 FE2627  STATE/COUNTY-  TN/LAUDERDALE
 FE2627  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2627
 FE2627                         *CURRENT SURVEY CONTROL
 FE2627  ___________________________________________________________________
 FE2627* NAD 83(1995)-  35 43 02.16437(N)    089 37 05.44199(W)     ADJUSTED  
 FE2627* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FE2627  ___________________________________________________________________
 FE2627  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FE2627  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2627
 FE2627  HORZ ORDER  -  THIRD
 FE2627
 FE2627.The horizontal coordinates were established by classical geodetic methods
 FE2627.and adjusted by the National Geodetic Survey in April 1999..
 FE2627
 FE2627.The orthometric height was scaled from a topographic map.
 FE2627
 FE2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2627
 FE2627.The geoid height was determined by GEOID03.
 FE2627
 FE2627;                    North         East     Units Scale Factor Converg.
 FE2627;SPC TN       -   159,596.888   272,702.013   MT  0.99995047   -2 07 05.6
 FE2627;SPC TN       -   523,610.79    894,689.85   sFT  0.99995047   -2 07 05.6
 FE2627;UTM  16      - 3,955,750.343   263,163.945   MT  1.00029125   -1 31 45.0
 FE2627
 FE2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2627!SPC TN       -   0.99998187  x   0.99995047  =   0.99993234
 FE2627!UTM  16      -   0.99998187  x   1.00029125  =   1.00027311
 FE2627
 FE2627:                Primary Azimuth Mark                     Grid Az
 FE2627:SPC TN       -  BEASLEY AZ MK                            046 41 45.2
 FE2627:UTM  16      -  BEASLEY AZ MK                            046 06 24.6
 FE2627
 FE2627|---------------------------------------------------------------------|
 FE2627| PID    Reference Object                     Distance      Geod. Az  |
 FE2627|                                                           dddmmss.s |
 FE2627| CG3198 BEASLEY AZ MK                                      0443439.6 |
 FE2627| CG3199 BEASLEY RM 1                         27.259 METERS 04834     |
 FE2627| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 8.7 KM 0685821.9 |
 FE2627| FE2633 RIPLEY RAD STA WTRB MAST            APPROX. 7.0 KM 0785338.5 |
 FE2627| FE2629 HENNING MUNICIPAL TANK              APPROX. 6.1 KM 1401244.8 |
 FE2627| FE2645 CHERRY RESET                        APPROX. 9.4 KM 2523313.3 |
 FE2627| CG3200 BEASLEY RM 2                         26.296 METERS 29632     |
 FE2627|---------------------------------------------------------------------|
 FE2627
 FE2627                          SUPERSEDED SURVEY CONTROL
 FE2627
 FE2627  NAD 83(1995)-  35 43 02.17188(N)    089 37 05.44448(W) AD(       ) 3
 FE2627  NAD 83(1986)-  35 43 02.17569(N)    089 37 05.44330(W) AD(       ) 3
 FE2627  NAD 27      -  35 43 01.89220(N)    089 37 05.16660(W) AD(       ) 3
 FE2627
 FE2627.Superseded values are not recommended for survey control.
 FE2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2627.See file dsdata.txt to determine how the superseded data were derived.
 FE2627
 FE2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6316455750(NAD 83)
 FE2627_MARKER: DS = TRIANGULATION STATION DISK
 FE2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2627
 FE2627  HISTORY     - Date     Condition        Report By
 FE2627  HISTORY     - 1958     MONUMENTED       CGS
 FE2627  HISTORY     - 19720518 GOOD             USGS
 FE2627
 FE2627                          STATION DESCRIPTION
 FE2627
 FE2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2627'THE STATION IS ABOUT 5-1/2 MILES WEST-SOUTHWEST OF RIPLEY, ABOUT 4
 FE2627'MILES NORTHWEST OF HENNING AND ON THE GROUNDS OF THE BEASLEY CHURCH
 FE2627'OF GOD.  IT IS 61 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 60
 FE2627'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE WHITE FRAME CHURCH
 FE2627'BUILDING, 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE WHITE FRAME
 FE2627'CHURCH BUILDING, 10 FEET NORTH OF A WIRE FENCE AND 10 FEET NORTH
 FE2627'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2627'STAMPED BEASLEY 1958.
 FE2627'
 FE2627'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HENNING, GO NORTH ON
 FE2627'U.S. HIGHWAY 51 FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY 87.
 FE2627'TURN LEFT AND GO WEST ON HIGHWAY 87 FOR 2.9 MILES TO A SIDE ROAD
 FE2627'RIGHT JUST AFTER CROSSING A SMALL BRIDGE.  TURN RIGHT AND GO NORTH
 FE2627'ON A GRAVELED ROAD FOR 2.45 MILES TO A REVERSE FORK.  TURN SHARP LEFT
 FE2627'AND GO SOUTH FOR 0.05 MILE TO THE BEASLEY CHURCH OF GOD AND THE
 FE2627'STATION ON THE RIGHT.
 FE2627'
 FE2627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A
 FE2627'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2627'
 FE2627'REFERENCE MARK 1 IS 65 FEET EAST OF THE NORTHEAST CORNER OF THE WHITE
 FE2627'FRAME CHURCH, 40 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD
 FE2627'AND 4 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE NO 735.  THE MONUMENT
 FE2627'IS FLUSH AND THE DISK IS STAMPED BEASLEY NO 1 1958.
 FE2627'
 FE2627'REFERENCE MARK 2 IS 29 FEET WEST OF THE SOUTHWEST CORNER OF THE WHITE
 FE2627'FRAME CHURCH, 2 FEET NORTHEAST OF A FENCE CORNER AND 1.5 FEET NORTH
 FE2627'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2627'STAMPED BEASLEY NO 2 1958.
 FE2627'
 FE2627'THE AZIMUTH MARK IS 106 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2627'ROAD, 28 FEET EAST OF THE CENTERLINE OF ANOTHER GRAVELED ROAD,
 FE2627'8 FEET SOUTH OF A SMALL PEACH TREE AND 2 FEET SOUTHWEST OF A WHITE
 FE2627'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2627'BEASLEY 1958.
 FE2627'
 FE2627'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2627
 FE2627                          STATION RECOVERY (1972)
 FE2627
 FE2627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 FE2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0154 ***********************************************************************
 FE0154  DESIGNATION -  BEAVER
 FE0154  PID         -  FE0154
 FE0154  STATE/COUNTY-  TN/HENDERSON
 FE0154  USGS QUAD   -  CLARKSBURG (1986)
 FE0154
 FE0154                         *CURRENT SURVEY CONTROL
 FE0154  ___________________________________________________________________
 FE0154* NAD 83(1995)-  35 46 07.37944(N)    088 27 25.49945(W)     ADJUSTED  
 FE0154* NAVD 88     -       163.351  (meters)     535.93   (feet)  ADJUSTED  
 FE0154  ___________________________________________________________________
 FE0154  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE0154  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0154  DYNAMIC HT  -         163.206 (meters)     535.45  (feet)  COMP
 FE0154  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0154
 FE0154  HORZ ORDER  -  SECOND
 FE0154  VERT ORDER  -  SECOND    CLASS 0
 FE0154
 FE0154.The horizontal coordinates were established by classical geodetic methods
 FE0154.and adjusted by the National Geodetic Survey in April 1999..
 FE0154
 FE0154.The orthometric height was determined by differential leveling
 FE0154.and adjusted by the National Geodetic Survey in June 1991..
 FE0154
 FE0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0154
 FE0154.The geoid height was determined by GEOID03.
 FE0154
 FE0154.The dynamic height is computed by dividing the NAVD 88
 FE0154.geopotential number by the normal gravity value computed on the
 FE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0154.degrees latitude (g = 980.6199 gals.).
 FE0154
 FE0154.The modeled gravity was interpolated from observed gravity values.
 FE0154
 FE0154;                    North         East     Units Scale Factor Converg.
 FE0154;SPC TN       -   162,043.060   377,849.911   MT  0.99994905   -1 26 18.5
 FE0154;SPC TN       -   531,636.27  1,239,662.58   sFT  0.99994905   -1 26 18.5
 FE0154;UTM  16      - 3,959,275.272   368,289.640   MT  0.99981377   -0 51 06.5
 FE0154
 FE0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0154!SPC TN       -   0.99997879  x   0.99994905  =   0.99992784
 FE0154!UTM  16      -   0.99997879  x   0.99981377  =   0.99979257
 FE0154
 FE0154:                Primary Azimuth Mark                     Grid Az
 FE0154:SPC TN       -  BEAVER AZ MK                             061 32 09.3
 FE0154:UTM  16      -  BEAVER AZ MK                             060 56 57.3
 FE0154
 FE0154|---------------------------------------------------------------------|
 FE0154| PID    Reference Object                     Distance      Geod. Az  |
 FE0154|                                                           dddmmss.s |
 FE0154| FE0155 BEAVER AZ MK                                       0600550.8 |
 FE0154| FE0152 BEAVER RM 1                          28.267 METERS 26849     |
 FE0154| FE0153 BEAVER RM 2                          25.057 METERS 35304     |
 FE0154|---------------------------------------------------------------------|
 FE0154
 FE0154                          SUPERSEDED SURVEY CONTROL
 FE0154
 FE0154  NAD 83(1995)-  35 46 07.38253(N)    088 27 25.50626(W) AD(       ) 2
 FE0154  NAD 83(1986)-  35 46 07.39015(N)    088 27 25.50044(W) AD(       ) 2
 FE0154  NAD 27      -  35 46 07.15030(N)    088 27 25.31860(W) AD(       ) 2
 FE0154  NGVD 29 (??/??/??)  163.375  (m)          536.01   (f) ADJUSTED    2 0
 FE0154
 FE0154.Superseded values are not recommended for survey control.
 FE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0154.See file dsdata.txt to determine how the superseded data were derived.
 FE0154
 FE0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6829059275(NAD 83)
 FE0154_MARKER: DE = TRAVERSE STATION DISK
 FE0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0154_STAMPING: BEAVER 1959
 FE0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0154+STABILITY: SURFACE MOTION
 FE0154
 FE0154  HISTORY     - Date     Condition        Report By
 FE0154  HISTORY     - 1959     MONUMENTED       CGS
 FE0154  HISTORY     - 1959     GOOD             CGS
 FE0154  HISTORY     - 1972     GOOD             TVA
 FE0154
 FE0154                          STATION DESCRIPTION
 FE0154
 FE0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0154'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF CLARKBURG,
 FE0154'ABOUT 4 MILES SOUTHEAST OF PARKERS CROSSROADS AND NEAR THE
 FE0154'SOUTHEAST EDGE OF A SMALL WOODED KNOLL.  MR. NELSON JAMES, PROPERTY
 FE0154'OWNER, GRANTED PERMISSION TO ESTABLISH STATION SITE.
 FE0154'
 FE0154'TO REACH FROM PARKERS CROSSROADS, WHICH IS ABOUT 14 MILES SOUTH OF
 FE0154'HUNTINGTON ON STATE HIGHWAY 22, GO WEST FROM PARKERS STORE ON A
 FE0154'GRAVELED ROAD FOR 0.45 MILE TO A FORK, KEEP LEFT FORK FOR 1.0 MILE TO
 FE0154'A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO A
 FE0154'FORK, KEEP LEFT UP HILL FOR 0.2 MILE TO AN ANGLING CROSSROAD, KEEP
 FE0154'LEFT STRAIGHT AHEAD DOWN HILL SOUTH FOR 1.45 MILES TO A
 FE0154'FORK, KEEP RIGHT FORK SOUTH ON MAIN ROAD FOR 0.4 MILE TO A DRIVEWAY
 FE0154'ON THE RIGHT AT N. JAMES MAIL BOX, TURN RIGHT INTO JAMES DRIVE
 FE0154'AND GO WEST PASSING THROUGH A WOODEN GATE, CONTINUE STRAIGHT
 FE0154'AHEAD TO ANOTHER GATE AND AZIMUTH MARK AS DESCRIBED, PASS THROUGH
 FE0154'GATE AND GO WEST FOR 0.1 MILE TO A SMALL EARTH DAM, (STATION
 FE0154'SITE ABOUT 120 YARDS SOUTH) CONTINUE WEST FOR 0.05 MILE TO A TRACK
 FE0154'ROAD LEFT, TURN LEFT SOUTH INTO WOODED AREA AND GO ABOUT 120
 FE0154'YARDS, THENCE TURN LEFT EAST OFF TRACK ROAD AND GO ABOUT 50 YARDS TO
 FE0154'STATION AS DESCRIBED.
 FE0154'
 FE0154'THE STATION IS A TRAVERSE DISK, STAMPED BEAVER 1959, CEMENTED IN THE
 FE0154'TOP OF A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES ABOVE
 FE0154'THE SURFACE OF THE GROUND.  IT IS ABOUT 120 YARDS SOUTH OF A SMALL
 FE0154'EARTH DAM AND 27 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FE0154'
 FE0154'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED BEAVER NO
 FE0154'1 1959, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST AND
 FE0154'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 110 FEET
 FE0154'WEST OF A NORTH-SOUTH FENCE LINE AND ABOUT 1 FOOT LOWER THAN
 FE0154'THE STATION MARK.
 FE0154'
 FE0154'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED BEAVER NO
 FE0154'2 1959, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST AND
 FE0154'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 60 FEET
 FE0154'WEST OF A NORTH-SOUTH FENCE LINE AND 8 FEET SOUTHWEST OF A
 FE0154'TRIANGULAR BLAZED 12-INCH OAK TREE.
 FE0154'
 FE0154'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK, STAMPED BEAVER 1959,
 FE0154'CEMENTED IN THE TOP A 10-INCH SQUARE CONCRETE POST AND
 FE0154'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 49 FEET EAST
 FE0154'OF THE CENTER OF A WOODEN GATE, 13 FEET SOUTH OF THE CENTER OF A
 FE0154'TRACK ROAD, 2 FEET EAST OF A WITNESS SIGN AND 1 FOOT NORTH OF A WIRE
 FE0154'FENCE.
 FE0154'
 FE0154'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE0154
 FE0154                          STATION RECOVERY (1959)
 FE0154
 FE0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0154'11.2 MI SW FROM YUMA.
 FE0154'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0154'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON
 FE0154'A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0154'ROAD, THENCE 2.1 MILES SOUTH ON AN ASPHALT ROAD TO A DRIVEWAY
 FE0154'ON THE RIGHT, TURN RIGHT INTO THE DRIVE AND GO WEST PASSING
 FE0154'THROUGH A WOODEN GATE, CONTINUE STRAIGHT AHEAD TO ANOTHER GATE,
 FE0154'PASS THROUGH THE GATE AND GO WEST FOR 0.1 MILE TO A SMALL EARTH
 FE0154'DAM, CONTINUE WEST FOR 0.05 MILE TO A TRACK ROAD, TURN SOUTH INTO
 FE0154'A WOODED AREA AND GO ABOUT 120 YARDS, THENCE TURN EAST OFF TRACK
 FE0154'ROAD AND GO ABOUT 50 YARDS, ABOUT 120 YARDS SOUTH OF A SMALL
 FE0154'EARTH DAM, 27 FT. WEST OF A NORTH-SOUTH FENCE LINE, SET IN TOP
 FE0154'OF A CONCRETE POST PROFECTING 2 INCHES ABOVE THE SURFACE OF THE
 FE0154'GROUND.  THIS MARK IS ABOUT 1.3 MILES EAST OF R 216.
 FE0154
 FE0154                          STATION RECOVERY (1972)
 FE0154
 FE0154'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE0154'CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER 1959.
 FE0154'
 FE0154'ADD TO DESCRIPTION--
 FE0154'9.5 SOUTH OF I-40 RIGHT-OF-WAY FENCE.
 FE0154'2.5 WEST OF POST AND SIGN.
 FE0154'46 FT S 72 W OF A 24 INCH TWIN RED OAK.
 FE0154'
 FE0154'BEAVER RM 1-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE0154'
 FE0154'CAP MISSING.
 FE0154'
 FE0154'BEAVER RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER NO 2 1959.
 FE0154'
 FE0154'ORIG DESC IS GOOD.
 FE0154'
 FE0154'TVA POST AND SIGN.
 FE0154'
 FE0154'BEAVER RM 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER RM-3 1959.
 FE0154'
 FE0154'ABOUT 5 FT NORTH OF I-40 NORTH RIGHT-OF-WAY FENCE.
 FE0154'
 FE0154'ABOUT 100 FT WEST OF NORTH-SOUTH FENCELINE.
 FE0154'
 FE0154'ABOUT 61 FT EAST OF BEAVER STATION MARK.
 FE0154'
 FE0154'TVA POST AND SIGN.
 FE0154'
 FE0154'BEAVER AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER 1959.
 FE0154'
 FE0154'ORIG. DESC IS GOOD.
 FE0154'
 FE0154'DISTANCE AND DIRECTION FROM NEAREST TOWN 9.5 MILES SW OF CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0155 ***********************************************************************
 FE0155  DESIGNATION -  BEAVER AZ MK
 FE0155  PID         -  FE0155
 FE0155  STATE/COUNTY-  TN/HENDERSON
 FE0155  USGS QUAD   -  CLARKSBURG (1986)
 FE0155
 FE0155                         *CURRENT SURVEY CONTROL
 FE0155  ___________________________________________________________________
 FE0155* NAD 83(1986)-  35 46 11.     (N)    088 27 12.     (W)     SCALED    
 FE0155* NAVD 88     -       163.772  (meters)     537.31   (feet)  ADJUSTED  
 FE0155  ___________________________________________________________________
 FE0155  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0155  DYNAMIC HT  -         163.627 (meters)     536.83  (feet)  COMP
 FE0155  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FE0155
 FE0155  VERT ORDER  -  SECOND    CLASS 0
 FE0155
 FE0155.The horizontal coordinates were scaled from a topographic map and have
 FE0155.an estimated accuracy of +/- 6 seconds.
 FE0155
 FE0155.The orthometric height was determined by differential leveling
 FE0155.and adjusted by the National Geodetic Survey in June 1991..
 FE0155
 FE0155.The geoid height was determined by GEOID03.
 FE0155
 FE0155.The dynamic height is computed by dividing the NAVD 88
 FE0155.geopotential number by the normal gravity value computed on the
 FE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0155.degrees latitude (g = 980.6199 gals.).
 FE0155
 FE0155.The modeled gravity was interpolated from observed gravity values.
 FE0155
 FE0155;                    North         East    Units  Estimated Accuracy
 FE0155;SPC TN       -   162,150.      378,190.      MT  (+/- 180 meters Scaled)
 FE0155
 FE0155                          SUPERSEDED SURVEY CONTROL
 FE0155
 FE0155  NGVD 29 (??/??/??)  163.795  (m)          537.38   (f) ADJUSTED    2 0
 FE0155
 FE0155.Superseded values are not recommended for survey control.
 FE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0155.See file dsdata.txt to determine how the superseded data were derived.
 FE0155
 FE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE686593(NAD 83)
 FE0155_MARKER: DZ = AZIMUTH MARK DISK
 FE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0155_STAMPING: BEAVER 1959
 FE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0155+STABILITY: SURFACE MOTION
 FE0155
 FE0155  HISTORY     - Date     Condition        Report By
 FE0155  HISTORY     - 1959     MONUMENTED       CGS
 FE0155  HISTORY     - 1959     GOOD             CGS
 FE0155
 FE0155                          STATION DESCRIPTION
 FE0155
 FE0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0155'11 MI SW FROM YUMA.
 FE0155'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTONOOGA AND ST. LOUIS
 FE0155'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0155'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0155'ROAD, THENCE 2.1 MILES SOUTH ON AN ASPHALT ROAD TO A DRIVEWAY
 FE0155'ON THE RIGHT, TURN RIGHT INTO DRIVE AND GO WEST PASSING THROUGH
 FE0155'A WOODEN GATE, CONTINUE STRAIGHT AHEAD TO ANOTHER GATE AND THE
 FE0155'AZIMUTH MARK AS DESCRIBED, 49 FT. EAST OF THE CENTER OF A WOODEN
 FE0155'GATE, 13 FT. SOUTH OF THE CENTER OF A TRACK ROAD, 2 FT. EAST OF
 FE0155'A WITNESS SIGN, AND 1 FT. NORTH OF A WORE FENCE, SET IN TOP OF A
 FE0155'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0152 ***********************************************************************
 FE0152  DESIGNATION -  BEAVER RM 1
 FE0152  PID         -  FE0152
 FE0152  STATE/COUNTY-  TN/HENDERSON
 FE0152  USGS QUAD   -  CLARKSBURG (1986)
 FE0152
 FE0152                         *CURRENT SURVEY CONTROL
 FE0152  ___________________________________________________________________
 FE0152* NAD 83(1986)-  35 46 06.     (N)    088 27 24.     (W)     SCALED    
 FE0152* NAVD 88     -       163.050  (meters)     534.94   (feet)  ADJUSTED  
 FE0152  ___________________________________________________________________
 FE0152  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0152  DYNAMIC HT  -         162.905 (meters)     534.46  (feet)  COMP
 FE0152  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0152
 FE0152  VERT ORDER  -  SECOND    CLASS 0
 FE0152
 FE0152.The horizontal coordinates were scaled from a topographic map and have
 FE0152.an estimated accuracy of +/- 6 seconds.
 FE0152
 FE0152.The orthometric height was determined by differential leveling
 FE0152.and adjusted by the National Geodetic Survey in June 1991..
 FE0152
 FE0152.The geoid height was determined by GEOID03.
 FE0152
 FE0152.The dynamic height is computed by dividing the NAVD 88
 FE0152.geopotential number by the normal gravity value computed on the
 FE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0152.degrees latitude (g = 980.6199 gals.).
 FE0152
 FE0152.The modeled gravity was interpolated from observed gravity values.
 FE0152
 FE0152;                    North         East    Units  Estimated Accuracy
 FE0152;SPC TN       -   162,000.      377,890.      MT  (+/- 180 meters Scaled)
 FE0152
 FE0152                          SUPERSEDED SURVEY CONTROL
 FE0152
 FE0152  NGVD 29 (??/??/??)  163.074  (m)          535.02   (f) ADJUSTED    2 0
 FE0152
 FE0152.Superseded values are not recommended for survey control.
 FE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0152.See file dsdata.txt to determine how the superseded data were derived.
 FE0152
 FE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE683592(NAD 83)
 FE0152_MARKER: DR = REFERENCE MARK DISK
 FE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0152_STAMPING: BEAVER NO 1 1959
 FE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0152+STABILITY: SURFACE MOTION
 FE0152
 FE0152  HISTORY     - Date     Condition        Report By
 FE0152  HISTORY     - 1959     MONUMENTED       CGS
 FE0152  HISTORY     - 1959     GOOD             CGS
 FE0152
 FE0152                          STATION DESCRIPTION
 FE0152
 FE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0152'11.2 MI SW FROM YUMA.
 FE0152'THIS MARK IS LOCATED AT THE STATION SITE, 92.7 FT. WEST OF THE
 FE0152'STATION MARK 110 FT. WEST OF A NORTH-SOUTH FENCE LINE, SET IN TOP
 FE0152'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0153 ***********************************************************************
 FE0153  DESIGNATION -  BEAVER RM 2
 FE0153  PID         -  FE0153
 FE0153  STATE/COUNTY-  TN/HENDERSON
 FE0153  USGS QUAD   -  CLARKSBURG (1986)
 FE0153
 FE0153                         *CURRENT SURVEY CONTROL
 FE0153  ___________________________________________________________________
 FE0153* NAD 83(1986)-  35 46 06.     (N)    088 27 24.     (W)     SCALED    
 FE0153* NAVD 88     -       163.998  (meters)     538.05   (feet)  ADJUSTED  
 FE0153  ___________________________________________________________________
 FE0153  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0153  DYNAMIC HT  -         163.852 (meters)     537.57  (feet)  COMP
 FE0153  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0153
 FE0153  VERT ORDER  -  SECOND    CLASS 0
 FE0153
 FE0153.The horizontal coordinates were scaled from a topographic map and have
 FE0153.an estimated accuracy of +/- 6 seconds.
 FE0153
 FE0153.The orthometric height was determined by differential leveling
 FE0153.and adjusted by the National Geodetic Survey in June 1991..
 FE0153
 FE0153.The geoid height was determined by GEOID03.
 FE0153
 FE0153.The dynamic height is computed by dividing the NAVD 88
 FE0153.geopotential number by the normal gravity value computed on the
 FE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0153.degrees latitude (g = 980.6199 gals.).
 FE0153
 FE0153.The modeled gravity was interpolated from observed gravity values.
 FE0153
 FE0153;                    North         East    Units  Estimated Accuracy
 FE0153;SPC TN       -   162,000.      377,890.      MT  (+/- 180 meters Scaled)
 FE0153
 FE0153                          SUPERSEDED SURVEY CONTROL
 FE0153
 FE0153  NGVD 29 (??/??/??)  164.022  (m)          538.13   (f) ADJUSTED    2 0
 FE0153
 FE0153.Superseded values are not recommended for survey control.
 FE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0153.See file dsdata.txt to determine how the superseded data were derived.
 FE0153
 FE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE683592(NAD 83)
 FE0153_MARKER: DR = REFERENCE MARK DISK
 FE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0153_STAMPING: BEAVER NO 2 1959
 FE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0153+STABILITY: SURFACE MOTION
 FE0153
 FE0153  HISTORY     - Date     Condition        Report By
 FE0153  HISTORY     - 1959     MONUMENTED       CGS
 FE0153  HISTORY     - 1959     GOOD             CGS
 FE0153
 FE0153                          STATION DESCRIPTION
 FE0153
 FE0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0153'11.2 MI SW FROM YUMA.
 FE0153'THIS MARK IS LOCATED AT THE STATION SITE, 82.2 FT. NORTH OF THE
 FE0153'STATION MARK, 60 FT. WEST OF A NORTH-SOUTH FENCE LINE, 8 FT.
 FE0153'SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, A DISK SET IN
 FE0153'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0630 ***********************************************************************
 FE0630  DESIGNATION -  BEDFORD
 FE0630  PID         -  FE0630
 FE0630  STATE/COUNTY-  TN/MADISON
 FE0630  USGS QUAD   -  CLAYBROOK (1980)
 FE0630
 FE0630                         *CURRENT SURVEY CONTROL
 FE0630  ___________________________________________________________________
 FE0630* NAD 83(1995)-  35 40 56.93180(N)    088 44 30.31955(W)     ADJUSTED  
 FE0630* NAVD 88     -       155.323  (meters)     509.59   (feet)  ADJUSTED  
 FE0630  ___________________________________________________________________
 FE0630  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FE0630  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0630  DYNAMIC HT  -         155.185 (meters)     509.14  (feet)  COMP
 FE0630  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE0630
 FE0630  HORZ ORDER  -  SECOND
 FE0630  VERT ORDER  -  SECOND    CLASS 0
 FE0630
 FE0630.The horizontal coordinates were established by classical geodetic methods
 FE0630.and adjusted by the National Geodetic Survey in April 1999..
 FE0630
 FE0630.The orthometric height was determined by differential leveling
 FE0630.and adjusted by the National Geodetic Survey in June 1991..
 FE0630
 FE0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0630
 FE0630.The geoid height was determined by GEOID03.
 FE0630
 FE0630.The dynamic height is computed by dividing the NAVD 88
 FE0630.geopotential number by the normal gravity value computed on the
 FE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0630.degrees latitude (g = 980.6199 gals.).
 FE0630
 FE0630.The modeled gravity was interpolated from observed gravity values.
 FE0630
 FE0630;                    North         East     Units Scale Factor Converg.
 FE0630;SPC TN       -   153,162.728   351,850.472   MT  0.99995188   -1 36 18.5
 FE0630;SPC TN       -   502,501.38  1,154,362.76   sFT  0.99995188   -1 36 18.5
 FE0630;UTM  16      - 3,950,129.539   342,385.041   MT  0.99990613   -1 00 58.2
 FE0630
 FE0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0630!SPC TN       -   0.99998005  x   0.99995188  =   0.99993193
 FE0630!UTM  16      -   0.99998005  x   0.99990613  =   0.99988618
 FE0630
 FE0630|---------------------------------------------------------------------|
 FE0630| PID    Reference Object                     Distance      Geod. Az  |
 FE0630|                                                           dddmmss.s |
 FE0630| CG3201 BEDFORD RM 1                          7.231 METERS 11336     |
 FE0630| FE0631 BEDFORD AZ MK                                      2133109.9 |
 FE0630| FE0628 BEDFORD RM 3                         17.490 METERS 21744     |
 FE0630| FE0629 BEDFORD RM 2                         16.038 METERS 29141     |
 FE0630|---------------------------------------------------------------------|
 FE0630
 FE0630                          SUPERSEDED SURVEY CONTROL
 FE0630
 FE0630  NAD 83(1995)-  35 40 56.93596(N)    088 44 30.32568(W) AD(       ) 2
 FE0630  NAD 83(1986)-  35 40 56.94302(N)    088 44 30.32099(W) AD(       ) 2
 FE0630  NAD 27      -  35 40 56.69400(N)    088 44 30.11410(W) AD(       ) 2
 FE0630  NGVD 29 (??/??/??)  155.359  (m)          509.71   (f) ADJUSTED    2 0
 FE0630
 FE0630.Superseded values are not recommended for survey control.
 FE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0630.See file dsdata.txt to determine how the superseded data were derived.
 FE0630
 FE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4238550130(NAD 83)
 FE0630_MARKER: DE = TRAVERSE STATION DISK
 FE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0630_STAMPING: BEDFORD 1959
 FE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0630+STABILITY: SURFACE MOTION
 FE0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0630+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0630
 FE0630  HISTORY     - Date     Condition        Report By
 FE0630  HISTORY     - 1959     MONUMENTED       CGS
 FE0630  HISTORY     - 1959     GOOD             CGS
 FE0630  HISTORY     - 1959     GOOD             CGS
 FE0630  HISTORY     - 20020912 GOOD             USACE
 FE0630
 FE0630                          STATION DESCRIPTION
 FE0630
 FE0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0630'THE STATION IS LOCATED (AIRLINE) 6.0 MILES NORTHEAST OF JACKSON, 6.0
 FE0630'MILES SOUTHWEST OF SPRING CREEK, AND 3.5 MILES EAST OF GILMORE.
 FE0630'IT IS ON THE SOUTH EDGE OF THE INTERSTATE HIGHWAY 40 RIGHT-OF-WAY.
 FE0630'
 FE0630'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED BEDFORD
 FE0630'1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FE0630'PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 42.0 FEET NORTHWEST OF THE
 FE0630'APPROXIMATE CENTER OF U.S. HIGHWAY 70, 9.0 FEET SOUTH-SOUTHWEST OF
 FE0630'A WITNESS SIGN, AND 8.0 FEET SOUTH OF A FENCE LINE.
 FE0630'
 FE0630'REFERENCE MARK 1, A STANDARD DISK STAMPED BEDFORD NO 1 1959, IS SET
 FE0630'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 FE0630'INCHES ABOVE THE GROUND. IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 FE0630'THE STATION MARK.
 FE0630'
 FE0630'REFERENCE MARK 2, A STANDARD DISK STAMPED BEDFORD NO 2 1959, IS SET
 FE0630'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 FE0630'INCHES ABOVE THE GROUND. IT IS ABOUT THE SAME ELEVATION AS THE
 FE0630'STATION MARK. IT IS 1 FOOT SOUTH OF A FENCE LINE.
 FE0630'
 FE0630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE0630'HIGHWAY 20 (ABOUT 6.5 MILES NORTHEAST OF JACKSON) GO NORTHEAST ON
 FE0630'U.S. HIGHWAY 70 FOR 0.5 MILE TO THE STATION ON THE LEFT SIDE OF THE
 FE0630'ROAD.
 FE0630'
 FE0630'HEIGHT OF LIGHT ABOVE STATION MARK 22.22 METERS.
 FE0630
 FE0630                          STATION RECOVERY (1959)
 FE0630
 FE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0630'THE STATION WAS RECOVERED AND THE PREVIOUS TO REACH IS COMPLETELY
 FE0630'ADEQUATE. THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 FE0630'AND FOUND IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK NO. 3 AND AN
 FE0630'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY AT A LATER DATE.
 FE0630'FOLLOWING IS A DESCRIPTION OF REFERENCE MARK NO. 3 AND THE AZIMUTH
 FE0630'MARK.
 FE0630'
 FE0630'THE AZIMUTH MARK IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 70 AND
 FE0630'STATE HIGHWAY 20 AS DESCRIBED.
 FE0630'
 FE0630'REFERENCE MARK NO. 3 IS A STANDARD DISK. IT
 FE0630'IS STAMPED BEDFORD NO 3 1959 AND PROJECTS 2 INCHES ABOVE THE SURFACE
 FE0630'OF THE GROUND. THE MARK IS 65 FEET WEST-SOUTHWEST OF A WIRE FENCE AND
 FE0630'57 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70.
 FE0630'
 FE0630'THE AZIMUTH MARK IS A STANDARD DISK. IT IS
 FE0630'STAMPED BEDFORD 1959 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0630'THE MARK IS 26 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 70,
 FE0630'8 FEET NORTHEAST OF TENNESSEE HISTORICAL COMMISSION SIGN,
 FE0630'FORREST AT OLD SALEM 4.6 FEET, 5 FEET WEST-NORTHWEST OF A POWER LINE
 FE0630'POLE AND 2.7 FEET WEST-NORTHWEST OF A WITNESS SIGN.
 FE0630'
 FE0630'HEIGHT OF TOWER-64-FEET.
 FE0630
 FE0630                          STATION RECOVERY (1959)
 FE0630
 FE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0630'12 MI NE FROM JACKSON.
 FE0630'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0630'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 8.3
 FE0630'MILES NORTHEAST ON INTERSTATE HIGHWAY 40, 0.9 MILE EAST FROM
 FE0630'TS-E1.  IT IS 42 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70,
 FE0630'9 FEET SOUTH-SOUTHEAST OF A WITNESS SIGN, AND 8 FEET SOUTH OF A
 FE0630'FENCE LINE.  THE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT
 FE0630'WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 FE0630
 FE0630                          STATION RECOVERY (2002)
 FE0630
 FE0630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0631 ***********************************************************************
 FE0631  DESIGNATION -  BEDFORD AZ MK
 FE0631  PID         -  FE0631
 FE0631  STATE/COUNTY-  TN/MADISON
 FE0631  USGS QUAD   -  CLAYBROOK (1980)
 FE0631
 FE0631                         *CURRENT SURVEY CONTROL
 FE0631  ___________________________________________________________________
 FE0631* NAD 83(1986)-  35 40 32.     (N)    088 44 50.     (W)     SCALED    
 FE0631* NAVD 88     -       156.065  (meters)     512.02   (feet)  ADJUSTED  
 FE0631  ___________________________________________________________________
 FE0631  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0631  DYNAMIC HT  -         155.926 (meters)     511.57  (feet)  COMP
 FE0631  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 FE0631
 FE0631  VERT ORDER  -  SECOND    CLASS 0
 FE0631
 FE0631.The horizontal coordinates were scaled from a topographic map and have
 FE0631.an estimated accuracy of +/- 6 seconds.
 FE0631
 FE0631.The orthometric height was determined by differential leveling
 FE0631.and adjusted by the National Geodetic Survey in June 1991..
 FE0631
 FE0631.The geoid height was determined by GEOID03.
 FE0631
 FE0631.The dynamic height is computed by dividing the NAVD 88
 FE0631.geopotential number by the normal gravity value computed on the
 FE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0631.degrees latitude (g = 980.6199 gals.).
 FE0631
 FE0631.The modeled gravity was interpolated from observed gravity values.
 FE0631
 FE0631;                    North         East    Units  Estimated Accuracy
 FE0631;SPC TN       -   152,410.      351,330.      MT  (+/- 180 meters Scaled)
 FE0631
 FE0631                          SUPERSEDED SURVEY CONTROL
 FE0631
 FE0631  NGVD 29 (??/??/??)  156.100  (m)          512.14   (f) ADJUSTED    2 0
 FE0631
 FE0631.Superseded values are not recommended for survey control.
 FE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0631.See file dsdata.txt to determine how the superseded data were derived.
 FE0631
 FE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418493(NAD 83)
 FE0631_MARKER: DZ = AZIMUTH MARK DISK
 FE0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0631_STAMPING: BEDFORD 1959
 FE0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0631+STABILITY: SURFACE MOTION
 FE0631
 FE0631  HISTORY     - Date     Condition        Report By
 FE0631  HISTORY     - 1959     MONUMENTED       CGS
 FE0631  HISTORY     - 1959     GOOD             CGS
 FE0631  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0631
 FE0631                          STATION DESCRIPTION
 FE0631
 FE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0631'12.5 MI NW FROM JACKSON.
 FE0631'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0631'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20, IN JACKSON, THENCE
 FE0631'NORTHEAST ON INTERSTATE HIGHWAY 40 FOR 8.85 MILES, 0.55 SOUTHWEST
 FE0631'FROM BEDFORD TRIANGULATION STATION.  THE MARK IS 26.5 FEET
 FE0631'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 70, 5 FEET EAST
 FE0631'OF A POWER LINE POLE, 59 FEET EAST-NORTHEAST OF A HIGHWAY
 FE0631'MILEAGE POST.  THE MARK IS SET IN THE TOP OF A CONCRETE POST,
 FE0631'WHICH IS FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.  THE
 FE0631'MARK IS LOCATED IN THE CENTER ISLAND OF THE JUNCTION OF U.S.
 FE0631'HIGHWAY 70 STATE HIGHWAY 20.
 FE0631
 FE0631                          STATION RECOVERY (2002)
 FE0631
 FE0631'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0631'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0629 ***********************************************************************
 FE0629  DESIGNATION -  BEDFORD RM 2
 FE0629  PID         -  FE0629
 FE0629  STATE/COUNTY-  TN/MADISON
 FE0629  USGS QUAD   -  CLAYBROOK (1980)
 FE0629
 FE0629                         *CURRENT SURVEY CONTROL
 FE0629  ___________________________________________________________________
 FE0629* NAD 83(1986)-  35 40 55.     (N)    088 44 30.     (W)     SCALED    
 FE0629* NAVD 88     -       155.333  (meters)     509.62   (feet)  ADJUSTED  
 FE0629  ___________________________________________________________________
 FE0629  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0629  DYNAMIC HT  -         155.195 (meters)     509.17  (feet)  COMP
 FE0629  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0629
 FE0629  VERT ORDER  -  SECOND    CLASS 0
 FE0629
 FE0629.The horizontal coordinates were scaled from a topographic map and have
 FE0629.an estimated accuracy of +/- 6 seconds.
 FE0629
 FE0629.The orthometric height was determined by differential leveling
 FE0629.and adjusted by the National Geodetic Survey in June 1991..
 FE0629
 FE0629.The geoid height was determined by GEOID03.
 FE0629
 FE0629.The dynamic height is computed by dividing the NAVD 88
 FE0629.geopotential number by the normal gravity value computed on the
 FE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0629.degrees latitude (g = 980.6199 gals.).
 FE0629
 FE0629.The modeled gravity was interpolated from observed gravity values.
 FE0629
 FE0629;                    North         East    Units  Estimated Accuracy
 FE0629;SPC TN       -   153,100.      351,860.      MT  (+/- 180 meters Scaled)
 FE0629
 FE0629                          SUPERSEDED SURVEY CONTROL
 FE0629
 FE0629  NGVD 29 (??/??/??)  155.369  (m)          509.74   (f) ADJUSTED    2 0
 FE0629
 FE0629.Superseded values are not recommended for survey control.
 FE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0629.See file dsdata.txt to determine how the superseded data were derived.
 FE0629
 FE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE423500(NAD 83)
 FE0629_MARKER: DR = REFERENCE MARK DISK
 FE0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0629_STAMPING: BEDFORD NO 2 1959
 FE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0629+STABILITY: SURFACE MOTION
 FE0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0629+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0629
 FE0629  HISTORY     - Date     Condition        Report By
 FE0629  HISTORY     - 1959     MONUMENTED       CGS
 FE0629  HISTORY     - 1959     GOOD             CGS
 FE0629  HISTORY     - 20020912 GOOD             USACE
 FE0629
 FE0629                          STATION DESCRIPTION
 FE0629
 FE0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0629'12 MI NE FROM JACKSON.
 FE0629'IT IS LOCATED AT THE BEDFORD 1959 STATION SITE, 52.6 FEET
 FE0629'WEST-NORTHWEST OF THE STATION, 1 FOOT SOUTH OF A FENCE LINE,
 FE0629'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS SET
 FE0629'IN THE TOP OF A CONCRETE POST, PROJECTS ABOUT 4 INCHES.
 FE0629
 FE0629                          STATION RECOVERY (2002)
 FE0629
 FE0629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0628 ***********************************************************************
 FE0628  DESIGNATION -  BEDFORD RM 3
 FE0628  PID         -  FE0628
 FE0628  STATE/COUNTY-  TN/MADISON
 FE0628  USGS QUAD   -  CLAYBROOK (1980)
 FE0628
 FE0628                         *CURRENT SURVEY CONTROL
 FE0628  ___________________________________________________________________
 FE0628* NAD 83(1986)-  35 40 56.     (N)    088 44 30.     (W)     SCALED    
 FE0628* NAVD 88     -       154.984  (meters)     508.48   (feet)  ADJUSTED  
 FE0628  ___________________________________________________________________
 FE0628  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0628  DYNAMIC HT  -         154.846 (meters)     508.02  (feet)  COMP
 FE0628  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE0628
 FE0628  VERT ORDER  -  SECOND    CLASS 0
 FE0628
 FE0628.The horizontal coordinates were scaled from a topographic map and have
 FE0628.an estimated accuracy of +/- 6 seconds.
 FE0628
 FE0628.The orthometric height was determined by differential leveling
 FE0628.and adjusted by the National Geodetic Survey in June 1991..
 FE0628
 FE0628.The geoid height was determined by GEOID03.
 FE0628
 FE0628.The dynamic height is computed by dividing the NAVD 88
 FE0628.geopotential number by the normal gravity value computed on the
 FE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0628.degrees latitude (g = 980.6199 gals.).
 FE0628
 FE0628.The modeled gravity was interpolated from observed gravity values.
 FE0628
 FE0628;                    North         East    Units  Estimated Accuracy
 FE0628;SPC TN       -   153,130.      351,860.      MT  (+/- 180 meters Scaled)
 FE0628
 FE0628                          SUPERSEDED SURVEY CONTROL
 FE0628
 FE0628  NGVD 29 (??/??/??)  155.020  (m)          508.59   (f) ADJUSTED    2 0
 FE0628
 FE0628.Superseded values are not recommended for survey control.
 FE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0628.See file dsdata.txt to determine how the superseded data were derived.
 FE0628
 FE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE423501(NAD 83)
 FE0628_MARKER: DR = REFERENCE MARK DISK
 FE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0628_STAMPING: BEDFORD NO 3 1959
 FE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0628+STABILITY: SURFACE MOTION
 FE0628
 FE0628  HISTORY     - Date     Condition        Report By
 FE0628  HISTORY     - 1959     MONUMENTED       CGS
 FE0628  HISTORY     - 1959     GOOD             CGS
 FE0628
 FE0628                          STATION DESCRIPTION
 FE0628
 FE0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0628'12 MI NE FROM JACKSON.
 FE0628'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0628'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 8.3
 FE0628'MILES NORTHEAST ON INTERSTATE HIGHWAY 40, 0.9 MILE EAST FROM
 FE0628'TS-E1.  IT IS 57.4 FEET SOUTH OF THE TRIANGULATION STATION BEDFORD
 FE0628'1959 AND ABOUT 1 FOOT HIGHER.  THE MARK IS SET IN A CONCRETE
 FE0628'POST WHICH PROJECTS ABOUT 2 INCHES AND IS 59 FEET EAST OF THE
 FE0628'CENTER LINE OF U.S. HIGHWAY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0404 ***********************************************************************
 FD0404  DESIGNATION -  BEECH
 FD0404  PID         -  FD0404
 FD0404  STATE/COUNTY-  TN/GILES
 FD0404  USGS QUAD   -  TARPLEY (1982)
 FD0404
 FD0404                         *CURRENT SURVEY CONTROL
 FD0404  ___________________________________________________________________
 FD0404* NAD 83(1995)-  35 13 58.93855(N)    086 53 25.45678(W)     ADJUSTED  
 FD0404* NAVD 88     -       298.235  (meters)     978.46   (feet)  ADJUSTED  
 FD0404  ___________________________________________________________________
 FD0404  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FD0404  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0404  DYNAMIC HT  -         297.958 (meters)     977.55  (feet)  COMP
 FD0404  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0404
 FD0404  HORZ ORDER  -  SECOND
 FD0404  VERT ORDER  -  SECOND    CLASS 0
 FD0404
 FD0404.The horizontal coordinates were established by classical geodetic methods
 FD0404.and adjusted by the National Geodetic Survey in April 1999..
 FD0404
 FD0404.The orthometric height was determined by differential leveling
 FD0404.and adjusted by the National Geodetic Survey in June 1991..
 FD0404
 FD0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0404
 FD0404.The geoid height was determined by GEOID03.
 FD0404
 FD0404.The dynamic height is computed by dividing the NAVD 88
 FD0404.geopotential number by the normal gravity value computed on the
 FD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0404.degrees latitude (g = 980.6199 gals.).
 FD0404
 FD0404.The modeled gravity was interpolated from observed gravity values.
 FD0404
 FD0404;                    North         East     Units Scale Factor Converg.
 FD0404;SPC TN       -   100,191.452   518,948.582   MT  1.00000304   -0 31 16.6
 FD0404;SPC TN       -   328,711.46  1,702,583.81   sFT  1.00000304   -0 31 16.6
 FD0404;UTM  16      - 3,898,892.146   509,972.322   MT  0.99960123   +0 03 47.6
 FD0404
 FD0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0404!SPC TN       -   0.99995753  x   1.00000304  =   0.99996057
 FD0404!UTM  16      -   0.99995753  x   0.99960123  =   0.99955878
 FD0404
 FD0404|---------------------------------------------------------------------|
 FD0404| PID    Reference Object                     Distance      Geod. Az  |
 FD0404|                                                           dddmmss.s |
 FD0404| FD0104 BEECH RM 1                           10.578 METERS 07441     |
 FD0404| FD0406 HILL                                APPROX. 0.9 KM 1734804.3 |
 FD0404| FD0106 BEECH RM 2                            9.516 METERS 18154     |
 FD0404|---------------------------------------------------------------------|
 FD0404
 FD0404                          SUPERSEDED SURVEY CONTROL
 FD0404
 FD0404  NAD 83(1995)-  35 13 58.94058(N)    086 53 25.45683(W) AD(       ) 2
 FD0404  NAD 83(1995)-  35 13 58.94345(N)    086 53 25.45936(W) AD(       ) 2
 FD0404  NAD 83(1986)-  35 13 58.94763(N)    086 53 25.45787(W) AD(       ) 2
 FD0404  NAD 27      -  35 13 58.66300(N)    086 53 25.44680(W) AD(       ) 2
 FD0404  NGVD 29 (??/??/92)  298.212  (m)          978.38   (f) ADJ UNCH    2 0
 FD0404
 FD0404.Superseded values are not recommended for survey control.
 FD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0404.See file dsdata.txt to determine how the superseded data were derived.
 FD0404
 FD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0997298892(NAD 83)
 FD0404_MARKER: DE = TRAVERSE STATION DISK
 FD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0404_STAMPING: BEECH 1960
 FD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0404+STABILITY: SURFACE MOTION
 FD0404
 FD0404  HISTORY     - Date     Condition        Report By
 FD0404  HISTORY     - 1960     MONUMENTED       CGS
 FD0404  HISTORY     - 1960     GOOD             CGS
 FD0404
 FD0404                          STATION DESCRIPTION
 FD0404
 FD0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0404'THE STATION IS LOCATED ON THE PROPERTY OF MR FULTON, ABOUT 3.5 MILES
 FD0404'NORTHWEST OF FRANKEWING,
 FD0404'ABOUT 0.2 MILE NORTH OF THE BEECH HILL HIGH SCHOOL,
 FD0404'AND ON THE SUMMIT OF A ROUND HILL
 FD0404'WHICH IS BARE ON THE TOP, AND HAS
 FD0404'TREES ON THE SOUTHEAST AND NORTHEAST SIDES.
 FD0404'
 FD0404'TO REACH THE STATION FROM THE BEECH HILL HIGH SCHOOL IN THE SMALL
 FD0404'SETTLEMENT OF BEECH HILL,
 FD0404'PACK NORTH ABOUT 0.2 MILE TO THE SUMMIT OF A HILL AND THE
 FD0404'STATION.
 FD0404'
 FD0404'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0404'MONUMENT, STAMPED
 FD0404'BEECH 1960, AND SET FLUSH.  IT IS 2.8 FEET NORTHWEST OF A
 FD0404'WITNESS SIGN, AND SET ON
 FD0404'ABOUT THE HIGHEST PART OF THE HILL.
 FD0404'
 FD0404'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0404'STAMPED BEECH NO 1 1960,
 FD0404'AND SET FLUSH.  IT IS 34.4 FEET NORTHEAST OF A
 FD0404'WITNESS SIGN, AND SET ABOUT THE
 FD0404'SAME ELEVATION AS THE STATION MARK.
 FD0404'
 FD0404'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0404'STAMPED BEECH NO 2 1960,
 FD0404'AND SET FLUSH.  IT IS 29.0 FEET SOUTH OF A WITNESS
 FD0404'SIGN, AND SET ABOUT THE SAME
 FD0404'ELEVATION AS THE STATION MARK.
 FD0404'
 FD0404'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0404'53.1 FEET.
 FD0404'
 FD0404'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0404'STATION HILL WILL SERVE
 FD0404'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0404'
 FD0404'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FD0404
 FD0404                          STATION RECOVERY (1960)
 FD0404
 FD0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0404'AT BEECH HILL.
 FD0404'THE STATION MARK IS LOCATED ON THE PROPERTY OF MR. FULTON,
 FD0404'ABOUT 0.2 MILE NORTH OF THE BEECH HILL SCHOOL, AND ON THE SUMMIT
 FD0404'OF A ROUND HILL WHICH IS BARE ON THE TOP AND HAS TREES ON THE
 FD0404'SOUTHEAST AND NORTHEAST SIDES.  THE STATION MARK IS 2.8 FT.
 FD0404'NORTHWEST OF A WITNESS SIGN, AND SET ON ABOUT THE HIGHEST PART
 FD0404'OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0404'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0105 ***********************************************************************
 FD0105  DESIGNATION -  BEECH
 FD0105  PID         -  FD0105
 FD0105  STATE/COUNTY-  TN/BEDFORD
 FD0105  USGS QUAD   -  BEECHGROVE (1981)
 FD0105
 FD0105                         *CURRENT SURVEY CONTROL
 FD0105  ___________________________________________________________________
 FD0105* NAD 83(1995)-  35 37 40.26072(N)    086 14 42.57228(W)     ADJUSTED  
 FD0105* NAVD 88     -       317.776  (meters)    1042.57   (feet)  ADJUSTED  
 FD0105  ___________________________________________________________________
 FD0105  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FD0105  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0105  DYNAMIC HT  -         317.483 (meters)    1041.61  (feet)  COMP
 FD0105  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0105
 FD0105  HORZ ORDER  -  SECOND
 FD0105  VERT ORDER  -  SECOND    CLASS 0
 FD0105
 FD0105.The horizontal coordinates were established by classical geodetic methods
 FD0105.and adjusted by the National Geodetic Survey in April 1999..
 FD0105
 FD0105.The orthometric height was determined by differential leveling
 FD0105.and adjusted by the National Geodetic Survey in June 1991..
 FD0105
 FD0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0105
 FD0105.The geoid height was determined by GEOID03.
 FD0105
 FD0105.The dynamic height is computed by dividing the NAVD 88
 FD0105.geopotential number by the normal gravity value computed on the
 FD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0105.degrees latitude (g = 980.6199 gals.).
 FD0105
 FD0105.The modeled gravity was interpolated from observed gravity values.
 FD0105
 FD0105;                    North         East     Units Scale Factor Converg.
 FD0105;SPC TN       -   143,653.225   577,793.203   MT  0.99995484   -0 08 36.7
 FD0105;SPC TN       -   471,302.29  1,895,643.20   sFT  0.99995484   -0 08 36.7
 FD0105;UTM  16      - 3,942,935.166   568,350.866   MT  0.99965757   +0 26 23.0
 FD0105
 FD0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0105!SPC TN       -   0.99995462  x   0.99995484  =   0.99990946
 FD0105!UTM  16      -   0.99995462  x   0.99965757  =   0.99961220
 FD0105
 FD0105:                Primary Azimuth Mark                     Grid Az
 FD0105:SPC TN       -  COFFEE                                   175 14 10.4
 FD0105:UTM  16      -  COFFEE                                   174 39 10.7
 FD0105
 FD0105|---------------------------------------------------------------------|
 FD0105| PID    Reference Object                     Distance      Geod. Az  |
 FD0105|                                                           dddmmss.s |
 FD0105| FD1406 COFFEE                              APPROX. 3.9 KM 1750533.7 |
 FD0105| FD0104 BEECH RM 1                            9.722 METERS 17720     |
 FD0105| FD0106 BEECH RM 2                           11.292 METERS 32142     |
 FD0105|---------------------------------------------------------------------|
 FD0105
 FD0105                          SUPERSEDED SURVEY CONTROL
 FD0105
 FD0105  NAD 83(1995)-  35 37 40.26762(N)    086 14 42.57331(W) AD(       ) 2
 FD0105  NAD 83(1986)-  35 37 40.27176(N)    086 14 42.57095(W) AD(       ) 2
 FD0105  NAD 27      -  35 37 40.00940(N)    086 14 42.59390(W) AD(       ) 2
 FD0105  NGVD 29 (??/??/92)  317.775  (m)         1042.57   (f) ADJ UNCH    2 0
 FD0105
 FD0105.Superseded values are not recommended for survey control.
 FD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0105.See file dsdata.txt to determine how the superseded data were derived.
 FD0105
 FD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6835142935(NAD 83)
 FD0105_MARKER: DE = TRAVERSE STATION DISK
 FD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0105_STAMPING: BEECH 1960
 FD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0105+STABILITY: SURFACE MOTION
 FD0105
 FD0105  HISTORY     - Date     Condition        Report By
 FD0105  HISTORY     - 1960     MONUMENTED       CGS
 FD0105  HISTORY     - 1960     GOOD             CGS
 FD0105
 FD0105                          STATION DESCRIPTION
 FD0105
 FD0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0105'THE STATION IS LOCATED ABOUT 0.25 MILE WEST OF THE POST OFFICE IN
 FD0105'BEECH GROVE, ON A BARE
 FD0105'HILL.
 FD0105'
 FD0105'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0105'NORTHWEST ON U S HIGHWAY
 FD0105'41 FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST,
 FD0105'AND GO 0.05 MILE TO A WOOD
 FD0105'GATE ON THE LEFT, JUST WEST OF A CHURCH.
 FD0105'A 4-WHEEL DRIVE MAY BE DRIVEN SOUTHWEST,
 FD0105'PICKING WAY UP HILL, FOR
 FD0105'ABOUT 0.15 MILE TO THE SUMMIT AND THE STATION.
 FD0105'
 FD0105'THE STATION IS 2.7 FEET WEST OF A WITNESS POST AND ABOUT 100 FEET
 FD0105'EAST OF THE HIGHEST POINT
 FD0105'OF THE HILL.  IT IS A STANDARD TRAVERSE DISK SET IN A
 FD0105'10-INCH SQUARE CONCRETE POST,
 FD0105'FLUSH, AND STAMPED BEECH 1960.
 FD0105'
 FD0105'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FD0105'CONCRETE POST,
 FD0105'FLUSH, AND STAMPED BEECH NO 1 1960.
 FD0105'
 FD0105'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FD0105'CONCRETE POST,
 FD0105'FLUSH, AND STAMPED BEECH NO 2 1960.
 FD0105'
 FD0105'TRAVERSE STATION COFFEE WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 FD0105'TRAVERSE CONNECTION WAS
 FD0105'MADE.  SEE DESCRIPTION THEREOF.
 FD0105
 FD0105                          STATION RECOVERY (1960)
 FD0105
 FD0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0105'0.4 MI W FROM BEECH GROVE.
 FD0105'FROM THE POST OFFICE IN BEECH GROVE, GO NORTHWEST ON U.S. HIGHWAY
 FD0105'41 FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST,
 FD0105'AND GO 0.05 MILE TO A WOOD GATE ON THE LEFT, JUST WEST OF A
 FD0105'CHURCH, THEN GO 0.15 MILE SOUTHWEST TO THE SUMMIT OF THE HILL
 FD0105'AND THE STATION.  THE STATION MARK IS 2.7 FT. WEST OF A WITNESS
 FD0105'SIGN AND ABOUT 100 FT. EAST OF THE HIGHEST POINT OF THE HILL.  THE
 FD0105'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0105'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0405 ***********************************************************************
 FD0405  DESIGNATION -  BEECH RM 1
 FD0405  PID         -  FD0405
 FD0405  STATE/COUNTY-  TN/GILES
 FD0405  USGS QUAD   -  TARPLEY (1982)
 FD0405
 FD0405                         *CURRENT SURVEY CONTROL
 FD0405  ___________________________________________________________________
 FD0405* NAD 83(1986)-  35 13 58.     (N)    086 53 25.     (W)     SCALED    
 FD0405* NAVD 88     -       297.635  (meters)     976.49   (feet)  ADJUSTED  
 FD0405  ___________________________________________________________________
 FD0405  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0405  DYNAMIC HT  -         297.359 (meters)     975.59  (feet)  COMP
 FD0405  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0405
 FD0405  VERT ORDER  -  SECOND    CLASS 0
 FD0405
 FD0405.The horizontal coordinates were scaled from a topographic map and have
 FD0405.an estimated accuracy of +/- 6 seconds.
 FD0405
 FD0405.The orthometric height was determined by differential leveling
 FD0405.and adjusted by the National Geodetic Survey in June 1991..
 FD0405
 FD0405.The geoid height was determined by GEOID03.
 FD0405
 FD0405.The dynamic height is computed by dividing the NAVD 88
 FD0405.geopotential number by the normal gravity value computed on the
 FD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0405.degrees latitude (g = 980.6199 gals.).
 FD0405
 FD0405.The modeled gravity was interpolated from observed gravity values.
 FD0405
 FD0405;                    North         East    Units  Estimated Accuracy
 FD0405;SPC TN       -   100,160.      518,960.      MT  (+/- 180 meters Scaled)
 FD0405
 FD0405                          SUPERSEDED SURVEY CONTROL
 FD0405
 FD0405  NGVD 29 (??/??/92)  297.612  (m)          976.42   (f) ADJ UNCH    2 0
 FD0405
 FD0405.Superseded values are not recommended for survey control.
 FD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0405.See file dsdata.txt to determine how the superseded data were derived.
 FD0405
 FD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED099988(NAD 83)
 FD0405_MARKER: DR = REFERENCE MARK DISK
 FD0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0405_STAMPING: BEECH NO 1 1960
 FD0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0405+STABILITY: SURFACE MOTION
 FD0405
 FD0405  HISTORY     - Date     Condition        Report By
 FD0405  HISTORY     - 1960     MONUMENTED       CGS
 FD0405
 FD0405                          STATION DESCRIPTION
 FD0405
 FD0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0405'AT BEECH HILL.
 FD0405'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 34.7 FT.
 FD0405'EAST OF THE STATION MARK, AND 34.4 FT. NORTHEAST OF A WITNESS
 FD0405'SIGN, AND ABOUT THE SAME ELEVATION OF THE STATION.  THE DISK
 FD0405'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0104 ***********************************************************************
 FD0104  DESIGNATION -  BEECH RM 1
 FD0104  PID         -  FD0104
 FD0104  STATE/COUNTY-  TN/BEDFORD
 FD0104  USGS QUAD   -  BEECHGROVE (1981)
 FD0104
 FD0104                         *CURRENT SURVEY CONTROL
 FD0104  ___________________________________________________________________
 FD0104* NAD 83(1986)-  35 37 40.     (N)    086 14 42.     (W)     SCALED    
 FD0104* NAVD 88     -       317.459  (meters)    1041.53   (feet)  ADJUSTED  
 FD0104  ___________________________________________________________________
 FD0104  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0104  DYNAMIC HT  -         317.166 (meters)    1040.57  (feet)  COMP
 FD0104  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0104
 FD0104  VERT ORDER  -  SECOND    CLASS 0
 FD0104
 FD0104.The horizontal coordinates were scaled from a topographic map and have
 FD0104.an estimated accuracy of +/- 6 seconds.
 FD0104
 FD0104.The orthometric height was determined by differential leveling
 FD0104.and adjusted by the National Geodetic Survey in June 1991..
 FD0104
 FD0104.The geoid height was determined by GEOID03.
 FD0104
 FD0104.The dynamic height is computed by dividing the NAVD 88
 FD0104.geopotential number by the normal gravity value computed on the
 FD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0104.degrees latitude (g = 980.6199 gals.).
 FD0104
 FD0104.The modeled gravity was interpolated from observed gravity values.
 FD0104
 FD0104;                    North         East    Units  Estimated Accuracy
 FD0104;SPC TN       -   143,650.      577,810.      MT  (+/- 180 meters Scaled)
 FD0104
 FD0104                          SUPERSEDED SURVEY CONTROL
 FD0104
 FD0104  NGVD 29 (??/??/92)  317.458  (m)         1041.53   (f) ADJ UNCH    2 0
 FD0104
 FD0104.Superseded values are not recommended for survey control.
 FD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0104.See file dsdata.txt to determine how the superseded data were derived.
 FD0104
 FD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE683429(NAD 83)
 FD0104_MARKER: DR = REFERENCE MARK DISK
 FD0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0104_STAMPING: BEECH NO 1 1960
 FD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0104+STABILITY: SURFACE MOTION
 FD0104
 FD0104  HISTORY     - Date     Condition        Report By
 FD0104  HISTORY     - 1960     MONUMENTED       CGS
 FD0104
 FD0104                          STATION DESCRIPTION
 FD0104
 FD0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0104'0.4 MI W FROM BEECH GROVE.
 FD0104'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 32 FT.
 FD0104'SOUTH OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0104'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0403 ***********************************************************************
 FD0403  DESIGNATION -  BEECH RM 2
 FD0403  PID         -  FD0403
 FD0403  STATE/COUNTY-  TN/GILES
 FD0403  USGS QUAD   -  TARPLEY (1982)
 FD0403
 FD0403                         *CURRENT SURVEY CONTROL
 FD0403  ___________________________________________________________________
 FD0403* NAD 83(1986)-  35 13 58.     (N)    086 53 25.     (W)     SCALED    
 FD0403* NAVD 88     -       298.127  (meters)     978.11   (feet)  ADJUSTED  
 FD0403  ___________________________________________________________________
 FD0403  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0403  DYNAMIC HT  -         297.850 (meters)     977.20  (feet)  COMP
 FD0403  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0403
 FD0403  VERT ORDER  -  SECOND    CLASS 0
 FD0403
 FD0403.The horizontal coordinates were scaled from a topographic map and have
 FD0403.an estimated accuracy of +/- 6 seconds.
 FD0403
 FD0403.The orthometric height was determined by differential leveling
 FD0403.and adjusted by the National Geodetic Survey in June 1991..
 FD0403
 FD0403.The geoid height was determined by GEOID03.
 FD0403
 FD0403.The dynamic height is computed by dividing the NAVD 88
 FD0403.geopotential number by the normal gravity value computed on the
 FD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0403.degrees latitude (g = 980.6199 gals.).
 FD0403
 FD0403.The modeled gravity was interpolated from observed gravity values.
 FD0403
 FD0403;                    North         East    Units  Estimated Accuracy
 FD0403;SPC TN       -   100,160.      518,960.      MT  (+/- 180 meters Scaled)
 FD0403
 FD0403                          SUPERSEDED SURVEY CONTROL
 FD0403
 FD0403  NGVD 29 (??/??/92)  298.103  (m)          978.03   (f) ADJ UNCH    2 0
 FD0403
 FD0403.Superseded values are not recommended for survey control.
 FD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0403.See file dsdata.txt to determine how the superseded data were derived.
 FD0403
 FD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED099988(NAD 83)
 FD0403_MARKER: DR = REFERENCE MARK DISK
 FD0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0403_STAMPING: BEECH NO 2 1960
 FD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0403+STABILITY: SURFACE MOTION
 FD0403
 FD0403  HISTORY     - Date     Condition        Report By
 FD0403  HISTORY     - 1960     MONUMENTED       CGS
 FD0403
 FD0403                          STATION DESCRIPTION
 FD0403
 FD0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0403'AT BEECH HILL.
 FD0403'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 31.2 FT.
 FD0403'SOUTH OF THE STATION AND 29 FT. SOUTH OF A WITNESS SIGN.  THE
 FD0403'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0106 ***********************************************************************
 FD0106  DESIGNATION -  BEECH RM 2
 FD0106  PID         -  FD0106
 FD0106  STATE/COUNTY-  TN/BEDFORD
 FD0106  USGS QUAD   -  BEECHGROVE (1981)
 FD0106
 FD0106                         *CURRENT SURVEY CONTROL
 FD0106  ___________________________________________________________________
 FD0106* NAD 83(1986)-  35 37 40.     (N)    086 14 42.     (W)     SCALED    
 FD0106* NAVD 88     -       317.622  (meters)    1042.06   (feet)  ADJUSTED  
 FD0106  ___________________________________________________________________
 FD0106  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0106  DYNAMIC HT  -         317.330 (meters)    1041.11  (feet)  COMP
 FD0106  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0106
 FD0106  VERT ORDER  -  SECOND    CLASS 0
 FD0106
 FD0106.The horizontal coordinates were scaled from a topographic map and have
 FD0106.an estimated accuracy of +/- 6 seconds.
 FD0106
 FD0106.The orthometric height was determined by differential leveling
 FD0106.and adjusted by the National Geodetic Survey in June 1991..
 FD0106
 FD0106.The geoid height was determined by GEOID03.
 FD0106
 FD0106.The dynamic height is computed by dividing the NAVD 88
 FD0106.geopotential number by the normal gravity value computed on the
 FD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0106.degrees latitude (g = 980.6199 gals.).
 FD0106
 FD0106.The modeled gravity was interpolated from observed gravity values.
 FD0106
 FD0106;                    North         East    Units  Estimated Accuracy
 FD0106;SPC TN       -   143,650.      577,810.      MT  (+/- 180 meters Scaled)
 FD0106
 FD0106                          SUPERSEDED SURVEY CONTROL
 FD0106
 FD0106  NGVD 29 (??/??/92)  317.621  (m)         1042.06   (f) ADJ UNCH    2 0
 FD0106
 FD0106.Superseded values are not recommended for survey control.
 FD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0106.See file dsdata.txt to determine how the superseded data were derived.
 FD0106
 FD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE683429(NAD 83)
 FD0106_MARKER: DR = REFERENCE MARK DISK
 FD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0106_STAMPING: BEECH NO 2 1960
 FD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0106+STABILITY: SURFACE MOTION
 FD0106
 FD0106  HISTORY     - Date     Condition        Report By
 FD0106  HISTORY     - 1960     MONUMENTED       CGS
 FD0106
 FD0106                          STATION DESCRIPTION
 FD0106
 FD0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0106'0.4 MI W FROM BEECH GROVE.
 FD0106'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 37 FT.
 FD0106'NORTHWEST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 FD0106'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1271 ***********************************************************************
 FC1271  DESIGNATION -  BEL
 FC1271  PID         -  FC1271
 FC1271  STATE/COUNTY-  TN/HAMILTON
 FC1271  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1271
 FC1271                         *CURRENT SURVEY CONTROL
 FC1271  ___________________________________________________________________
 FC1271* NAD 83(1995)-  35 00 39.48615(N)    085 14 32.64585(W)     ADJUSTED  
 FC1271* NAVD 88     -       231.218  (meters)     758.59   (feet)  ADJUSTED  
 FC1271  ___________________________________________________________________
 FC1271  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FC1271  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1271  DYNAMIC HT  -         230.989 (meters)     757.84  (feet)  COMP
 FC1271  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1271
 FC1271  HORZ ORDER  -  SECOND
 FC1271  VERT ORDER  -  FIRST     CLASS II
 FC1271
 FC1271.The horizontal coordinates were established by classical geodetic methods
 FC1271.and adjusted by the National Geodetic Survey in April 1999..
 FC1271
 FC1271.The orthometric height was determined by differential leveling
 FC1271.and adjusted by the National Geodetic Survey in June 1991..
 FC1271
 FC1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1271
 FC1271.The geoid height was determined by GEOID03.
 FC1271
 FC1271.The dynamic height is computed by dividing the NAVD 88
 FC1271.geopotential number by the normal gravity value computed on the
 FC1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1271.degrees latitude (g = 980.6199 gals.).
 FC1271
 FC1271.The modeled gravity was interpolated from observed gravity values.
 FC1271
 FC1271;                    North         East     Units Scale Factor Converg.
 FC1271;SPC TN       -    75,452.692   669,153.360   MT  1.00005078   +0 26 36.7
 FC1271;SPC TN       -   247,547.71  2,195,380.65   sFT  1.00005078   +0 26 36.7
 FC1271;UTM  16      - 3,875,670.925   660,371.022   MT  0.99991698   +1 00 31.0
 FC1271
 FC1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1271!SPC TN       -   0.99996838  x   1.00005078  =   1.00001916
 FC1271!UTM  16      -   0.99996838  x   0.99991698  =   0.99988536
 FC1271
 FC1271|---------------------------------------------------------------------|
 FC1271| PID    Reference Object                     Distance      Geod. Az  |
 FC1271|                                                           dddmmss.s |
 FC1271| FC1270 BEL RM 1                             11.361 METERS 11404     |
 FC1271| FC1273 BEL AZ MK                                          2934229.5 |
 FC1271| FC1272 BEL RM 2                             13.271 METERS 29408     |
 FC1271|---------------------------------------------------------------------|
 FC1271
 FC1271                          SUPERSEDED SURVEY CONTROL
 FC1271
 FC1271  NAD 83(1995)-  35 00 39.48678(N)    085 14 32.64633(W) AD(       ) 2
 FC1271  NAD 83(1995)-  35 00 39.48626(N)    085 14 32.64881(W) AD(       ) 2
 FC1271  NAD 83(1995)-  35 00 39.48686(N)    085 14 32.64677(W) AD(       ) 2
 FC1271  NAD 83(1986)-  35 00 39.48712(N)    085 14 32.64626(W) AD(       ) 2
 FC1271  NAD 27      -  35 00 39.21780(N)    085 14 32.80590(W) AD(       ) 2
 FC1271  NGVD 29 (??/??/92)  231.233  (m)          758.64   (f) ADJ UNCH    1 2
 FC1271
 FC1271.Superseded values are not recommended for survey control.
 FC1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1271.See file dsdata.txt to determine how the superseded data were derived.
 FC1271
 FC1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6037175671(NAD 83)
 FC1271_MARKER: DE = TRAVERSE STATION DISK
 FC1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1271_SP_SET: CURB
 FC1271_STAMPING: BEL 1962
 FC1271_MARK LOGO: CGS   
 FC1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1271
 FC1271  HISTORY     - Date     Condition        Report By
 FC1271  HISTORY     - 1962     MONUMENTED       CGS
 FC1271  HISTORY     - 1962     GOOD             CGS
 FC1271  HISTORY     - 1972     GOOD             NGS
 FC1271  HISTORY     - 1983     GOOD             NGS
 FC1271  HISTORY     - 1989     GOOD             USPSQD
 FC1271
 FC1271                          STATION DESCRIPTION
 FC1271
 FC1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1271'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CHATTANOOGA, ABOUT
 FC1271'1 MILE EAST OF MISSIONARY RIDGE, ABOUT 0.05 MILE EAST OF BELVOIR
 FC1271'AVENUE AND ON THE NORTH SIDE OF INTERSTATE HIGHWAY IN THE CURB OF
 FC1271'ACCESS ROAD.
 FC1271'
 FC1271'TO REACH THE STATION FROM THE BRAINERD STATION POST OFFICE IN
 FC1271'CHATTANOOGA, GO WEST ON BRAINERD ROAD FOR 0.1 MILE TO A
 FC1271'CROSS-STREET, TURN LEFT, SOUTH, ON MOORE ROAD FOR 0.4 MILE TO A
 FC1271'CROSSROAD, JUST BEFORE REACHING A BRIDGE OVER INTERSTATE HIGHWAY,
 FC1271'TURN RIGHT, WEST, ON ACCESS ROAD FOR 0.65 MILE TO THE STATION ON THE
 FC1271'RIGHT.
 FC1271'
 FC1271'STATION MARK IS 85 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 FC1271'HOUSE, 76 FEET EAST OF THE APPROXIMATE CENTER OF A PRIVATE
 FC1271'DRIVE, 59 FEET NORTHWEST OF A POWER POLE NUMBER S8620, 16 FEET NORTH
 FC1271'OF THE APPROXIMATE CENTER OF ACCESS ROAD AND 3.4 FEET EAST OF A
 FC1271'METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN
 FC1271'A DRILL HOLE IN A CURB, WHICH PROJECTS 6 INCHES AND THE DISK IS
 FC1271'STAMPED BEL 1961.
 FC1271'
 FC1271'REFERENCE MARK NO. 1 IS 82 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC1271'PRIVATE DRIVE AND 16 FEET NORTH OF THE APPROXIMATE CENTER OF ACCESS
 FC1271'ROAD. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CURB,
 FC1271'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED BEL NO 1 1961.
 FC1271'
 FC1271'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE APPROXIMATE CENTER OF A
 FC1271'PRIVATE DRIVE AND 16 FEET NORTH OF THE APPROXIMATE CENTER OF ACCESS
 FC1271'ROAD. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CURB,
 FC1271'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED BEL NO 2 1961.
 FC1271'
 FC1271'AZIMUTH MARK IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF ACCESS
 FC1271'ROAD AND 0.4 FOOT SOUTH OF A METAL WITNESS POST. THE MARK IS A
 FC1271'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CURB, WHICH PROJECTS 6
 FC1271'INCHES AND THE DISK IS STAMPED BEL 1961.
 FC1271'
 FC1271'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 FC1271
 FC1271                          STATION RECOVERY (1962)
 FC1271
 FC1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1271'2 MI SE FROM CHATTANOOGA.
 FC1271'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CHATTANOOGA,
 FC1271'ABOUT ONE MILE EAST OF MISSIONARY RIDGE, ABOUT 0.05 MILE EAST OF
 FC1271'BELVOIR AVENUE AND ON THE NORTH SIDE OF INTERSTATE HIGHWAY IN
 FC1271'THE CURB OF ACCESS ROAD.  TO REACH THE STATION FROM THE BRAINERD
 FC1271'STATION POST OFFICE IN CHATTANOOGA, GO WEST ON BRAINERD ROAD FOR
 FC1271'0.1 MILE TO A CROSS-STREET, TURN SOUTH ON MOORE ROAD FOR 0.4
 FC1271'MILE TO A CROSSROAD, JUST BEFORE REACHING BRIDGE OVER INTERSTATE
 FC1271'HIGHWAY, TURN RIGHT ON ACCESS ROAD FOR 0.65 MILE TO THE STATION
 FC1271'ON THE RIGHT, 85 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 FC1271'HOUSE, 76 FEET EAST OF THE APPROXIMATE CENTER OF A PRIVATE DRIVE,
 FC1271'59 FEET NORTHWEST OF A POWER POLE S8620, 16 FEET NORTH OF THE
 FC1271'CENTER OF ACCESS ROAD, 3.4 FEET EAST OF A METAL WITNESS POST.
 FC1271'A STANDARD TRAVERSE STATION DISK DRILLED IN THE CURB OF ACCESS
 FC1271'ROAD AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1271
 FC1271                          STATION RECOVERY (1972)
 FC1271
 FC1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1271'GOOD
 FC1271'
 FC1271'BEL
 FC1271
 FC1271                          STATION RECOVERY (1983)
 FC1271
 FC1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1271'RECOVERED IN GOOD CONDITION.  NOTE, ADD EAST OF A DRIVEWAY LEADING TO
 FC1271'THE KAHM SIHARATH HOME (4005 NORTH TERRACE STREET).
 FC1271
 FC1271                          STATION RECOVERY (1989)
 FC1271
 FC1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1273 ***********************************************************************
 FC1273  DESIGNATION -  BEL AZ MK
 FC1273  PID         -  FC1273
 FC1273  STATE/COUNTY-  TN/HAMILTON
 FC1273  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1273
 FC1273                         *CURRENT SURVEY CONTROL
 FC1273  ___________________________________________________________________
 FC1273* NAD 83(1986)-  35 00 46.     (N)    085 14 50.     (W)     SCALED    
 FC1273* NAVD 88     -       235.159  (meters)     771.52   (feet)  ADJUSTED  
 FC1273  ___________________________________________________________________
 FC1273  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FC1273  DYNAMIC HT  -         234.926 (meters)     770.75  (feet)  COMP
 FC1273  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 FC1273
 FC1273  VERT ORDER  -  FIRST     CLASS II
 FC1273
 FC1273.The horizontal coordinates were scaled from a topographic map and have
 FC1273.an estimated accuracy of +/- 6 seconds.
 FC1273
 FC1273.The orthometric height was determined by differential leveling
 FC1273.and adjusted by the National Geodetic Survey in June 1991..
 FC1273
 FC1273.The geoid height was determined by GEOID03.
 FC1273
 FC1273.The dynamic height is computed by dividing the NAVD 88
 FC1273.geopotential number by the normal gravity value computed on the
 FC1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1273.degrees latitude (g = 980.6199 gals.).
 FC1273
 FC1273.The modeled gravity was interpolated from observed gravity values.
 FC1273
 FC1273;                    North         East    Units  Estimated Accuracy
 FC1273;SPC TN       -    75,650.      668,710.      MT  (+/- 180 meters Scaled)
 FC1273
 FC1273                          SUPERSEDED SURVEY CONTROL
 FC1273
 FC1273  NGVD 29 (??/??/92)  235.183  (m)          771.60   (f) ADJ UNCH    1 2
 FC1273
 FC1273.Superseded values are not recommended for survey control.
 FC1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1273.See file dsdata.txt to determine how the superseded data were derived.
 FC1273
 FC1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD599758(NAD 83)
 FC1273_MARKER: DZ = AZIMUTH MARK DISK
 FC1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1273_SP_SET: CURB
 FC1273_STAMPING: BEL 1962
 FC1273_MARK LOGO: CGS   
 FC1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1273
 FC1273  HISTORY     - Date     Condition        Report By
 FC1273  HISTORY     - 1962     MONUMENTED       CGS
 FC1273  HISTORY     - 1983     GOOD             NGS
 FC1273  HISTORY     - 1989     GOOD             USPSQD
 FC1273
 FC1273                          STATION DESCRIPTION
 FC1273
 FC1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1273'2 MI SE FROM CHATTANOOGA.
 FC1273'THE AZIMUTH MARK IS 0.3 MILE WEST OF BEL STATION SITE, 19 FEET
 FC1273'NORTH OF CENTER OF ACCESS ROAD, 0.4 FOOT SOUTH OF METAL WITNESS
 FC1273'POST.  A STANDARD AZIMUTH MARK DISK DRILLED IN THE CURB OF
 FC1273'ACCESS ROAD 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1273
 FC1273                          STATION RECOVERY (1983)
 FC1273
 FC1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1273'RECOVERED IN GOOD CONDITION.  NOTE, ADD 103 FEET EAST OF A FIRE
 FC1273'HYDRANT AT THE JUNCTION OF NORTH TERRACE DRIVE AND ORIOLE DRIVE.
 FC1273
 FC1273                          STATION RECOVERY (1989)
 FC1273
 FC1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1270 ***********************************************************************
 FC1270  DESIGNATION -  BEL RM 1
 FC1270  PID         -  FC1270
 FC1270  STATE/COUNTY-  TN/HAMILTON
 FC1270  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1270
 FC1270                         *CURRENT SURVEY CONTROL
 FC1270  ___________________________________________________________________
 FC1270* NAD 83(1986)-  35 00 40.     (N)    085 14 33.     (W)     SCALED    
 FC1270* NAVD 88     -       231.370  (meters)     759.09   (feet)  ADJUSTED  
 FC1270  ___________________________________________________________________
 FC1270  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1270  DYNAMIC HT  -         231.141 (meters)     758.34  (feet)  COMP
 FC1270  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1270
 FC1270  VERT ORDER  -  FIRST     CLASS II
 FC1270
 FC1270.The horizontal coordinates were scaled from a topographic map and have
 FC1270.an estimated accuracy of +/- 6 seconds.
 FC1270
 FC1270.The orthometric height was determined by differential leveling
 FC1270.and adjusted by the National Geodetic Survey in June 1991..
 FC1270
 FC1270.The geoid height was determined by GEOID03.
 FC1270
 FC1270.The dynamic height is computed by dividing the NAVD 88
 FC1270.geopotential number by the normal gravity value computed on the
 FC1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1270.degrees latitude (g = 980.6199 gals.).
 FC1270
 FC1270.The modeled gravity was interpolated from observed gravity values.
 FC1270
 FC1270;                    North         East    Units  Estimated Accuracy
 FC1270;SPC TN       -    75,470.      669,140.      MT  (+/- 180 meters Scaled)
 FC1270
 FC1270                          SUPERSEDED SURVEY CONTROL
 FC1270
 FC1270  NGVD 29 (??/??/92)  231.386  (m)          759.14   (f) ADJ UNCH    1 2
 FC1270
 FC1270.Superseded values are not recommended for survey control.
 FC1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1270.See file dsdata.txt to determine how the superseded data were derived.
 FC1270
 FC1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603756(NAD 83)
 FC1270_MARKER: DR = REFERENCE MARK DISK
 FC1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1270_SP_SET: CURB
 FC1270_STAMPING: BEL NO 1 1962
 FC1270_MARK LOGO: CGS   
 FC1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1270
 FC1270  HISTORY     - Date     Condition        Report By
 FC1270  HISTORY     - 1962     MONUMENTED       CGS
 FC1270  HISTORY     - 1983     GOOD             NGS
 FC1270  HISTORY     - 1989     GOOD             USPSQD
 FC1270
 FC1270                          STATION DESCRIPTION
 FC1270
 FC1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1270'2 MI SE FROM CHATTANOOGA.
 FC1270'AT THE BEL STATION SITE, 37.3 FEET EAST OF STATION, 82 FEET WEST
 FC1270'OF PRIVATE DRIVE, 16 FEET NORTH OF CENTER OF ACCESS ROAD, 88
 FC1270'FEET SOUTHEAST OF SOUTHEAST CORNER OF BRICK HOUSE.  A STANDARD
 FC1270'REFERENCE MARK DISK DRILLED IN THE CURB OF ACCESS ROAD AND IS
 FC1270'ABOUT 4 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1270
 FC1270                          STATION RECOVERY (1983)
 FC1270
 FC1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1270'RECOVERED IN GOOD CONDITION.
 FC1270
 FC1270                          STATION RECOVERY (1989)
 FC1270
 FC1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1272 ***********************************************************************
 FC1272  DESIGNATION -  BEL RM 2
 FC1272  PID         -  FC1272
 FC1272  STATE/COUNTY-  TN/HAMILTON
 FC1272  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1272
 FC1272                         *CURRENT SURVEY CONTROL
 FC1272  ___________________________________________________________________
 FC1272* NAD 83(1986)-  35 00 40.     (N)    085 14 33.     (W)     SCALED    
 FC1272* NAVD 88     -       230.897  (meters)     757.53   (feet)  ADJUSTED  
 FC1272  ___________________________________________________________________
 FC1272  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1272  DYNAMIC HT  -         230.668 (meters)     756.78  (feet)  COMP
 FC1272  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1272
 FC1272  VERT ORDER  -  FIRST     CLASS II
 FC1272
 FC1272.The horizontal coordinates were scaled from a topographic map and have
 FC1272.an estimated accuracy of +/- 6 seconds.
 FC1272
 FC1272.The orthometric height was determined by differential leveling
 FC1272.and adjusted by the National Geodetic Survey in June 1991..
 FC1272
 FC1272.The geoid height was determined by GEOID03.
 FC1272
 FC1272.The dynamic height is computed by dividing the NAVD 88
 FC1272.geopotential number by the normal gravity value computed on the
 FC1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1272.degrees latitude (g = 980.6199 gals.).
 FC1272
 FC1272.The modeled gravity was interpolated from observed gravity values.
 FC1272
 FC1272;                    North         East    Units  Estimated Accuracy
 FC1272;SPC TN       -    75,470.      669,140.      MT  (+/- 180 meters Scaled)
 FC1272
 FC1272                          SUPERSEDED SURVEY CONTROL
 FC1272
 FC1272  NGVD 29 (??/??/92)  230.912  (m)          757.58   (f) ADJ UNCH    1 2
 FC1272
 FC1272.Superseded values are not recommended for survey control.
 FC1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1272.See file dsdata.txt to determine how the superseded data were derived.
 FC1272
 FC1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603756(NAD 83)
 FC1272_MARKER: DR = REFERENCE MARK DISK
 FC1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1272_SP_SET: CURB
 FC1272_STAMPING: BEL NO 2 1962
 FC1272_MARK LOGO: CGS   
 FC1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1272
 FC1272  HISTORY     - Date     Condition        Report By
 FC1272  HISTORY     - 1962     MONUMENTED       CGS
 FC1272  HISTORY     - 1983     GOOD             NGS
 FC1272  HISTORY     - 1989     GOOD             USPSQD
 FC1272
 FC1272                          STATION DESCRIPTION
 FC1272
 FC1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1272'2 MI SE FROM CHATTANOOGA.
 FC1272'AT THE BEL STATION SITE, 43.5 FEET WEST OF STATION, 44 FEET EAST
 FC1272'OF THE CENTER OF PRIVATE DRIVE, 16 FEET NORTH OF CENTER OF ACCESS
 FC1272'ROAD.  A STANDARD REFERENCE MARK DISK DRILLED IN THE CURB OF
 FC1272'ACCESS ROAD AND IS ABOUT 4 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1272
 FC1272                          STATION RECOVERY (1983)
 FC1272
 FC1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1272'RECOVERED IN GOOD CONDITION.
 FC1272
 FC1272                          STATION RECOVERY (1989)
 FC1272
 FC1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0569 ***********************************************************************
 GC0569  DESIGNATION -  BELL
 GC0569  PID         -  GC0569
 GC0569  STATE/COUNTY-  TN/DAVIDSON
 GC0569  USGS QUAD   -  BELLEVUE (1983)
 GC0569
 GC0569                         *CURRENT SURVEY CONTROL
 GC0569  ___________________________________________________________________
 GC0569* NAD 83(1995)-  36 05 27.33634(N)    086 56 30.28615(W)     ADJUSTED  
 GC0569* NAVD 88     -       231.517  (meters)     759.57   (feet)  ADJUSTED  
 GC0569  ___________________________________________________________________
 GC0569  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC0569  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0569  DYNAMIC HT  -         231.316 (meters)     758.91  (feet)  COMP
 GC0569  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0569
 GC0569  HORZ ORDER  -  SECOND
 GC0569  VERT ORDER  -  SECOND    CLASS 0
 GC0569
 GC0569.The horizontal coordinates were established by classical geodetic methods
 GC0569.and adjusted by the National Geodetic Survey in April 1999..
 GC0569
 GC0569.The orthometric height was determined by differential leveling
 GC0569.and adjusted by the National Geodetic Survey in June 1991..
 GC0569
 GC0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0569
 GC0569.The geoid height was determined by GEOID03.
 GC0569
 GC0569.The dynamic height is computed by dividing the NAVD 88
 GC0569.geopotential number by the normal gravity value computed on the
 GC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0569.degrees latitude (g = 980.6199 gals.).
 GC0569
 GC0569.The modeled gravity was interpolated from observed gravity values.
 GC0569
 GC0569;                    North         East     Units Scale Factor Converg.
 GC0569;SPC TN       -   195,412.257   515,191.110   MT  0.99995842   -0 33 04.8
 GC0569;SPC TN       -   641,115.05  1,690,256.17   sFT  0.99995842   -0 33 04.8
 GC0569;UTM  16      - 3,994,035.207   505,244.247   MT  0.99960034   +0 02 03.5
 GC0569
 GC0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0569!SPC TN       -   0.99996823  x   0.99995842  =   0.99992665
 GC0569!UTM  16      -   0.99996823  x   0.99960034  =   0.99956858
 GC0569
 GC0569|---------------------------------------------------------------------|
 GC0569| PID    Reference Object                     Distance      Geod. Az  |
 GC0569|                                                           dddmmss.s |
 GC0569| GC0570 BELL RM 1                            18.169 METERS 03911     |
 GC0569| GC0563 BELL SE AZ MK                       APPROX. 1.8 KM 2414441.6 |
 GC0569| GC0568 BELL RM 2                            22.821 METERS 30712     |
 GC0569|---------------------------------------------------------------------|
 GC0569
 GC0569                          SUPERSEDED SURVEY CONTROL
 GC0569
 GC0569  NAD 83(1995)-  36 05 27.33835(N)    086 56 30.28823(W) AD(       ) 2
 GC0569  NAD 83(1995)-  36 05 27.33945(N)    086 56 30.28839(W) AD(       ) 2
 GC0569  NAD 83(1986)-  36 05 27.34677(N)    086 56 30.28929(W) AD(       ) 2
 GC0569  NAD 27      -  36 05 27.13030(N)    086 56 30.28100(W) AD(       ) 2
 GC0569  NGVD 29 (??/??/92)  231.539  (m)          759.64   (f) ADJ UNCH    2 0
 GC0569
 GC0569.Superseded values are not recommended for survey control.
 GC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0569.See file dsdata.txt to determine how the superseded data were derived.
 GC0569
 GC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0524494035(NAD 83)
 GC0569_MARKER: DE = TRAVERSE STATION DISK
 GC0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0569_STAMPING: BELL 1959
 GC0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0569+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 GC0569
 GC0569  HISTORY     - Date     Condition        Report By
 GC0569  HISTORY     - 1959     MONUMENTED       CGS
 GC0569  HISTORY     - 1959     GOOD             CGS
 GC0569  HISTORY     - 20030126 GOOD             LOCENG
 GC0569
 GC0569                          STATION DESCRIPTION
 GC0569
 GC0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0569'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF THE CENTER OF
 GC0569'NASHVILLE, ABOUT 1.3 MILES NORTH-NORTHWEST OF THE BELLEVUE HIGH
 GC0569'SCHOOL AND ON THE SOUTHERN END OF A TREE COVERED RIDGE. ON PROPERTY
 GC0569'OWNED BY MR. WILLIAM BURNS.
 GC0569'
 GC0569'TO REACH FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE RD. IN
 GC0569'WEST NASHVILLE, GO WEST AND SOUTHWEST ON CHARLOTTE RD. (U.S.
 GC0569'HIGHWAY 70) FOR 5.7 MILES TO A SIDE ROAD LEFT, (SAWYER-BROWN RD.)
 GC0569'TURN LEFT AND GO SOUTHERLY ON SAWYER-BROWN RD. FOR 2.25 MILES TO A
 GC0569'SIDE ROAD RIGHT AND 4 MAIL BOXES ON THE RIGHT, TURN RIGHT AND GO 0.05
 GC0569'MILE TO A FORK, KEEP RIGHT FORK NORTHERLY FOR 0.35 MILE TO A WIRE
 GC0569'GATE, PASS THROUGH GATE AND GO 0.05 MILE TO THE RESIDENCE OF MR. RUST
 GC0569'AND END OF TRUCK TRAVEL. HERE PACK EAST-NORTHEAST TO THE SOUTHERN
 GC0569'END OF RIDGE AND STATION SITE. (10 MINUTE PACK).
 GC0569'
 GC0569'THE STATION MARK IS A STANDARD STATION TRAVERSE DISK STAMPED BELL
 GC0569'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED
 GC0569'PIPE WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS
 GC0569'18 FEET NORTHWEST OF A TRIANGULAR BLAZED TREE, 4 FEET SOUTH OF A
 GC0569'WITNESS SIGN AND SET ON THE SOUTHERN EDGE OF RIDGE.
 GC0569'
 GC0569'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED BELL NO. 1
 GC0569'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0569'WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 4 FEET
 GC0569'WEST OF A TRIPLE TRUNK TREE AND ABOUT 2 FEET HIGHER THAN THE
 GC0569'STATION MARK.
 GC0569'
 GC0569'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED BELL NO. 2
 GC0569'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0569'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS SET ON
 GC0569'THE WEST SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER THAN THE
 GC0569'STATION MARK.
 GC0569'
 GC0569'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO BELL SE AZIMUTH MARK
 GC0569'SEE DESCRIPTION THEREOF.
 GC0569'
 GC0569'HEIGHT OF LIGHT ABOVE STATION MARK 14.1 METERS.
 GC0569
 GC0569                          STATION RECOVERY (1959)
 GC0569
 GC0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0569'8.5 MI SW FROM NASHVILLE.
 GC0569'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0569'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0569'HIGHWAY 70 N), THENCE 2.25 MILES SOUTH ON SAWYER-BROWN RD.,
 GC0569'THENCE 0.05 MILE TO A FORK, KEEP RIGHT FORK NORTHERLY FOR 0.35
 GC0569'MILE TO A WIRE GATE, PASS THROUGH GATE AND GO EAST TO THE
 GC0569'RESIDENCE OF MR. RUST AND END OF THE ROAD, THENCE GO
 GC0569'EAST-NORTHEAST UP THE SIDE OF A STEEP HILL FOR ABOUT 0.05 MILE
 GC0569'TO THE SOUTHERN END OF THE HILL AND THE STATION SITE AS
 GC0569'DESCRIBED, 18 FT. NORTHWEST OF A TRIANGULAR BLAZED TREE, 4 FT.
 GC0569'SOUTH OF A WITNESS SIGN AND SET ON THE SOUTHERN SLOPE OF THE
 GC0569'HILL, A DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0569'WHICH PROJECTS 6 INCHES.
 GC0569
 GC0569                          STATION RECOVERY (2003)
 GC0569
 GC0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BWH)
 GC0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1523 ***********************************************************************
 GD1523  DESIGNATION -  BELL
 GD1523  PID         -  GD1523
 GD1523  STATE/COUNTY-  TN/WEAKLEY
 GD1523  USGS QUAD   -  GARDNER (1985)
 GD1523
 GD1523                         *CURRENT SURVEY CONTROL
 GD1523  ___________________________________________________________________
 GD1523* NAD 83(1995)-  36 17 13.18833(N)    088 55 41.12197(W)     ADJUSTED  
 GD1523* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 GD1523  ___________________________________________________________________
 GD1523  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1523  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1523
 GD1523  HORZ ORDER  -  SECOND
 GD1523
 GD1523.The horizontal coordinates were established by classical geodetic methods
 GD1523.and adjusted by the National Geodetic Survey in April 1999..
 GD1523
 GD1523.The orthometric height was scaled from a topographic map.
 GD1523
 GD1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1523
 GD1523.The geoid height was determined by GEOID03.
 GD1523
 GD1523;                    North         East     Units Scale Factor Converg.
 GD1523;SPC TN       -   220,694.590   336,997.167   MT  0.99997957   -1 42 51.2
 GD1523;SPC TN       -   724,062.17  1,105,631.54   sFT  0.99997957   -1 42 51.2
 GD1523;UTM  16      - 4,017,505.978   326,847.826   MT  0.99996942   -1 08 29.0
 GD1523
 GD1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1523!SPC TN       -   0.99998606  x   0.99997957  =   0.99996563
 GD1523!UTM  16      -   0.99998606  x   0.99996942  =   0.99995548
 GD1523
 GD1523|---------------------------------------------------------------------|
 GD1523| PID    Reference Object                     Distance      Geod. Az  |
 GD1523|                                                           dddmmss.s |
 GD1523| CG3205 BELL RM 1                            41.870 METERS 00238     |
 GD1523| GD1520 MARTIN RADIO STATION WCMT MAST      APPROX.11.0 KM 0401133.4 |
 GD1523| GD1521 MARTIN TVA STACK                    APPROX. 9.4 KM 0491516.6 |
 GD1523| GD1519 MARTIN MUNICIPAL TANK               APPROX. 9.4 KM 0492112.0 |
 GD1523| GD1517 MARTIN FIRST METH CHURCH SPIRE      APPROX. 9.5 KM 0492813.8 |
 GD1523| CG3208 BELL RM 4                            24.099 METERS 09634     |
 GD1523| CG3206 BELL RM 2                            34.372 METERS 09636     |
 GD1523| CG3204 BELL AZ MK 2                                       1105550.0 |
 GD1523| GD1501 SHARON MUNICIPAL TANK               APPROX.11.0 KM 1230244.9 |
 GD1523| GD1626 KENTON NEW MUNICIPAL TANK           APPROX.11.9 KM 2202520.4 |
 GD1523| GD1627 KENTON OLD MUNICIPAL TANK           APPROX.12.7 KM 2222149.4 |
 GD1523| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX.10.9 KM 2401126.9 |
 GD1523| CG3203 BELL AZ MK                                         2713323.6 |
 GD1523| GD1614 UNION CITY MUNICIPAL TANK           APPROX.18.3 KM 3242415.2 |
 GD1523| CG3207 BELL RM 3                            21.437 METERS 35615     |
 GD1523|---------------------------------------------------------------------|
 GD1523
 GD1523                          SUPERSEDED SURVEY CONTROL
 GD1523
 GD1523  NAD 83(1995)-  36 17 13.19016(N)    088 55 41.12307(W) AD(       ) 2
 GD1523  NAD 83(1995)-  36 17 13.19117(N)    088 55 41.12499(W) AD(       ) 2
 GD1523  NAD 83(1986)-  36 17 13.20101(N)    088 55 41.12092(W) AD(       ) 2
 GD1523  NAD 27      -  36 17 12.96600(N)    088 55 40.89100(W) AD(       ) 2
 GD1523
 GD1523.Superseded values are not recommended for survey control.
 GD1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1523.See file dsdata.txt to determine how the superseded data were derived.
 GD1523
 GD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2684817506(NAD 83)
 GD1523_MARKER: DS = TRIANGULATION STATION DISK
 GD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1523_STAMPING: BELL 1934
 GD1523_MARK LOGO: CGS   
 GD1523
 GD1523  HISTORY     - Date     Condition        Report By
 GD1523  HISTORY     - 1934     MONUMENTED       CGS
 GD1523  HISTORY     - 1959     GOOD             CGS
 GD1523  HISTORY     - 1967     GOOD             CGS
 GD1523
 GD1523                          STATION DESCRIPTION
 GD1523
 GD1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1523'ABOUT 6-3/4 MILES EAST-SOUTHEAST OF CROCKETT, 6-1/2 MILES NORTHWEST
 GD1523'OF SHARON, 5-1/2 MILES SOUTHWEST OF MARTIN, ON PROPERTY OF ROYCE
 GD1523'BELL, IN FORMERLY CULTIVATED FIELD, ABOUT 125 YARDS WEST OF BELLS
 GD1523'HOME, 39.5 FEET NORTH OF 10-INCH TRIANGLE-BLAZED LOCUST TREE, 25
 GD1523'FEET NORTH OF CENTER LINE OF ROAD, AND 13.5 FEET NORTH OF WIRE
 GD1523'FENCE.  TO REACH FROM POST OFFICE IN MARTIN, FOLLOW STATE ROUTE 22
 GD1523'NORTHWEST 0.95 MILE TO T ROAD TO LEFT, TURN LEFT ONTO GRAVEL ROAD
 GD1523'AND GO 2.3 MILES ON MAIN ROAD TO T ROAD TO LEFT, TURN LEFT AND
 GD1523'GO 2.1 MILES ON MAIN ROAD TO T ROAD TO
 GD1523'RIGHT, TURN RIGHT AND KEEP STRAIGHT AHEAD WEST 1.1 MILES,
 GD1523'TURN LEFT AT NEW HOPE CHURCH AND GO 1.1 MILES, 0.05 MILE BEYOND
 GD1523'BELLS HOUSE, TO STATION SITE ON RIGHT AT TOP OF GRADE.  SURFACE AND
 GD1523'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1523'UPPER MARK IS 18 INCHES BELOW SURFACE OF GROUND.
 GD1523'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1523'CONCRETE.  NO. 1 IS ABOUT 16 INCHES BELOW SURFACE OF
 GD1523'GROUND, IN CENTER OF FIELD, AND 137.37 FEET FROM STATION
 GD1523'N 02 DEG 38 MIN E.  NO. 2 IS ALONG FENCE LINE, 15 FEET NORTH OF CENTER
 GD1523'LINE OF ROAD, AND 112.77 FEET FROM STATION S 83 DEG 24 MIN E.
 GD1523'AZIMUTH MARK IS 75 FEET FROM SOUTHEAST CORNER OF HOUSE, 15
 GD1523'FEET NORTH OF CENTER LINE OF ROAD, 6 FEET EAST OF SMALL PEACH TREE, 2
 GD1523'FEET NORTH OF FENCE LINE, AND APPROXIMATELY 150 YARDS FROM STATION
 GD1523'N 88 DEG 26 MIN W.  SHARON, BLACK WATER TANK, IS ABOUT
 GD1523'7 MILES FROM STATION S 56 DEG 57 MIN E.
 GD1523
 GD1523                          STATION RECOVERY (1959)
 GD1523
 GD1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1523'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GD1523'NOT RECOVERED AND WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED.
 GD1523'REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE MARK 1 IS
 GD1523'UNDERGROUND IN THE MIDDLE OF A CULTIVATED FIELD AND WAS NOT DUG UP AT
 GD1523'THIS TIME.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE
 GD1523'ESTABLISHED AT THIS TIME.  A COMPLETE NEW TO REACH AND
 GD1523'DESCRIPTION FOLLOWS.
 GD1523'
 GD1523'THE STATION IS ABOUT 7 MILES SOUTHEAST OF CROCKETT, 7 MILES NORTHWEST
 GD1523'OF SHARON, AND 5 MILES SOUTHWEST OF MARTIN ON THE PROPERTY OF MR.
 GD1523'ROYCE BELL.  IT IS ABOUT 125 YARDS WEST OF MR. BELLS HOME, 122 FEET
 GD1523'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 58 FEET NORTHEAST OF
 GD1523'A POWER POLE, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 GD1523'10 FEET NORTHEAST OF A FENCE CORNER, AND 7 FEET NORTH OF A WHITE
 GD1523'WITNESS POST AND A WIRE FENCE.  THE MONUMENT IS 12 INCHES
 GD1523'UNDERGROUND AND THE DISK IS STAMPED BELL 1934.
 GD1523'
 GD1523'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN, GO SOUTH ON
 GD1523'STATE HIGHWAY 22 FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND GO
 GD1523'WEST ON HIGHWAY 22 FOR 0.9 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 GD1523'AND GO SOUTH AND WEST ON THE PAVED ROAD FOR 2.3 MILES TO A GRAVELED
 GD1523'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.05
 GD1523'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD
 GD1523'FOR 1.1 MILES TO A GRAVELED T INTERSECTION.  TURN RIGHT AND GO
 GD1523'WEST ON THE GRAVELED ROAD FOR 1.15 MILES TO A GRAVELED SIDE ROAD
 GD1523'LEFT AT THE NEW HOME BAPTIST CHURCH.  TURN LEFT AND GO SOUTH ON THE
 GD1523'GRAVELED ROAD FOR 0.55 MILE TO A GRAVELED T INTERSECTION.  TURN
 GD1523'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A GRAVELED
 GD1523'SIDE ROAD LEFT.* CONTINUE WEST ON THE GRAVELED ROAD FOR 0.35 MILE
 GD1523'TO TOP OF HILL AND STATION ON THE RIGHT.
 GD1523'
 GD1523'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED SIDE ROAD LEFT, GO SOUTH
 GD1523'ON THE GRAVELED ROAD FOR 0.1 MILE TO MARK ON THE RIGHT.
 GD1523'
 GD1523'REFERENCE MARK 3 IS 77 FEET NORTH OF A FENCE CORNER, AND 1 FOOT EAST
 GD1523'OF A WIRE FENCE.  THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK
 GD1523'IS STAMPED BELL NO 3 1934.
 GD1523'
 GD1523'REFERENCE MARK 4 IS 85 FEET EAST OF A FENCE CORNER, 15 FEET NORTH OF
 GD1523'THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF A WIRE
 GD1523'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELL NO 4 1934.
 GD1523'
 GD1523'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GD1523'ROAD, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WHITE WITNESS
 GD1523'POST, AND AT THE SOUTHEAST EDGE OF A GARDEN.  THE MONUMENT IS FLUSH
 GD1523'AND THE DISK IS STAMPED BELL NO 2 1934. THE MARK IS ON
 GD1523'THE PROPERTY OF MR. HEARTHING.
 GD1523'
 GD1523'HEIGHT OF LIGHT ABOVE STATION - 26 METERS.
 GD1523
 GD1523                          STATION RECOVERY (1967)
 GD1523
 GD1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1523'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1523'WITH THE
 GD1523'FOLLOWING ADDED NOTATIONS.
 GD1523'
 GD1523'THE STATION IS NOW 7.8 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GD1523'
 GD1523'THE AZIMUTH MARK IS NOW 0.7 OF A FOOT EAST OF A METAL WITNESS POST
 GD1523'AND SIGN.
 GD1523'
 GD1523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1523'SOUTHWEST OF MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1993 ***********************************************************************
 FF1993  DESIGNATION -  BELL
 FF1993  PID         -  FF1993
 FF1993  STATE/COUNTY-  TN/SHELBY
 FF1993  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1993
 FF1993                         *CURRENT SURVEY CONTROL
 FF1993  ___________________________________________________________________
 FF1993* NAD 83(1995)-  35 07 51.01417(N)    090 01 17.47229(W)     ADJUSTED  
 FF1993* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 FF1993  ___________________________________________________________________
 FF1993  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FF1993  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1993
 FF1993  HORZ ORDER  -  THIRD
 FF1993
 FF1993.The horizontal coordinates were established by classical geodetic methods
 FF1993.and adjusted by the National Geodetic Survey in April 1999..
 FF1993
 FF1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1993
 FF1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1993
 FF1993.The geoid height was determined by GEOID03.
 FF1993
 FF1993;                    North         East     Units Scale Factor Converg.
 FF1993;SPC TN       -    96,013.747   233,562.762   MT  1.00002317   -2 21 15.7
 FF1993;SPC TN       -   315,005.10    766,280.49   sFT  1.00002317   -2 21 15.7
 FF1993;SPC AR N     -    90,287.940   580,305.773   MT  0.99996704   +1 09 04.6
 FF1993;SPC AR N     -   296,219.68  1,903,886.52   sFT  0.99996704   +1 09 04.6
 FF1993;UTM  15      - 3,891,614.073   771,399.503   MT  1.00050788   +1 42 54.0
 FF1993;UTM  16      - 3,891,732.385   224,677.444   MT  1.00053432   -1 44 23.3
 FF1993
 FF1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1993!SPC TN       -   0.99998811  x   1.00002317  =   1.00001128
 FF1993!SPC AR N     -   0.99998811  x   0.99996704  =   0.99995515
 FF1993!UTM  15      -   0.99998811  x   1.00050788  =   1.00049599
 FF1993!UTM  16      -   0.99998811  x   1.00053432  =   1.00052243
 FF1993
 FF1993|---------------------------------------------------------------------|
 FF1993| PID    Reference Object                     Distance      Geod. Az  |
 FF1993|                                                           dddmmss.s |
 FF1993| FF1044 TS U 1                              218.340 METERS 26119     |
 FF1993| FF1982 VET                                 APPROX. 0.6 KM 2681713.4 |
 FF1993| FF0361 CARR                                203.395 METERS 27823     |
 FF1993| FF1045 TS T 1                              210.087 METERS 29818     |
 FF1993|---------------------------------------------------------------------|
 FF1993
 FF1993                          SUPERSEDED SURVEY CONTROL
 FF1993
 FF1993  NAD 83(1995)-  35 07 51.01649(N)    090 01 17.47175(W) AD(       ) 3
 FF1993  NAD 83(1995)-  35 07 51.01997(N)    090 01 17.47182(W) AD(       ) 3
 FF1993  NAD 83(1986)-  35 07 51.02450(N)    090 01 17.47331(W) AD(       ) 3
 FF1993  NAD 27      -  35 07 50.69940(N)    090 01 17.14550(W) AD(       ) 3
 FF1993  NGVD 29 (07/19/86)  103.0    (m)          338.     (f) VERT ANG       
 FF1993
 FF1993.Superseded values are not recommended for survey control.
 FF1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1993.See file dsdata.txt to determine how the superseded data were derived.
 FF1993
 FF1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7140091614(NAD 83)
 FF1993_MARKER: DS = TRIANGULATION STATION DISK
 FF1993_SETTING: 0 = UNSPECIFIED SETTING
 FF1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1993
 FF1993  HISTORY     - Date     Condition        Report By
 FF1993  HISTORY     - 1959     MONUMENTED       CGS
 FF1993
 FF1993                          STATION DESCRIPTION
 FF1993
 FF1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1993'THE STATION IS LOCATED ON THE HIGHEST PART OF THE ROOF OF
 FF1993'THE BELLEVUE JUNIOR HIGH SCHOOL THAT IS ALONG THE WEST SIDE
 FF1993'OF BELLEVUE BOULEVARD AND ON THE SOUTH SIDE OF CARR AVENUE.
 FF1993'IT IS ABOUT 2.0 MILES EAST-SOUTHEAST OF THE DOWNTOWN SECTION
 FF1993'OF MEMPHIS AND 1.5 MILES SOUTH OF THE MAIN SEARS, ROEBUCK
 FF1993'AND CO. STORE BUILDING.
 FF1993'
 FF1993'THE STATION MARK, A STANDARD DISK STAMPED BELL 1959, IS
 FF1993'SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE SCHOOL.
 FF1993'IT IS NEAR THE CENTER OF THE HIGHEST SECTION OF THE ROOF.
 FF1993'
 FF1993'NO AZIMUTH MARK OR REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2412 ***********************************************************************
 GB2412  DESIGNATION -  BELL
 GB2412  PID         -  GB2412
 GB2412  STATE/COUNTY-  TN/JACKSON
 GB2412  USGS QUAD   -  GAINESBORO (1979)
 GB2412
 GB2412                         *CURRENT SURVEY CONTROL
 GB2412  ___________________________________________________________________
 GB2412* NAD 83(1995)-  36 17 21.85834(N)    085 43 24.82965(W)     ADJUSTED  
 GB2412* NAVD 88     -       300.17   (+/-2cm)     984.8    (feet)  VERTCON   
 GB2412  ___________________________________________________________________
 GB2412  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GB2412  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB2412
 GB2412  HORZ ORDER  -  THIRD
 GB2412  VERT ORDER  -  THIRD ? (See Below)
 GB2412
 GB2412.The horizontal coordinates were established by classical geodetic methods
 GB2412.and adjusted by the National Geodetic Survey in April 1999..
 GB2412
 GB2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2412.The vertical order pertains to the NGVD 29 superseded value.
 GB2412
 GB2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2412
 GB2412.The geoid height was determined by GEOID03.
 GB2412
 GB2412;                    North         East     Units Scale Factor Converg.
 GB2412;SPC TN       -   217,062.239   624,832.591   MT  0.99997990   +0 09 42.6
 GB2412;SPC TN       -   712,145.03  2,049,971.59   sFT  0.99997990   +0 09 42.6
 GB2412;UTM  16      - 4,016,804.243   614,623.226   MT  0.99976188   +0 45 20.0
 GB2412
 GB2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2412!SPC TN       -   0.99995759  x   0.99997990  =   0.99993749
 GB2412!UTM  16      -   0.99995759  x   0.99976188  =   0.99971948
 GB2412
 GB2412|---------------------------------------------------------------------|
 GB2412| PID    Reference Object                     Distance      Geod. Az  |
 GB2412|                                                           dddmmss.s |
 GB2412| CG5573 BELL RM 1                            19.429 METERS 01308     |
 GB2412| CG5572 BELL AZ MK                                         0261330.0 |
 GB2412| CG5574 BELL RM 2                            13.908 METERS 28619     |
 GB2412|---------------------------------------------------------------------|
 GB2412
 GB2412                          SUPERSEDED SURVEY CONTROL
 GB2412
 GB2412  NAD 83(1995)-  36 17 21.86049(N)    085 43 24.83217(W) AD(       ) 3
 GB2412  NAD 83(1995)-  36 17 21.86347(N)    085 43 24.83370(W) AD(       ) 3
 GB2412  NAD 83(1986)-  36 17 21.86952(N)    085 43 24.83140(W) AD(       ) 3
 GB2412  NAD 27      -  36 17 21.65600(N)    085 43 24.89800(W) AD(       ) 3
 GB2412  NGVD 29 (07/19/86)  300.27   (m)          985.1    (f) LEVELING    3  
 GB2412
 GB2412.Superseded values are not recommended for survey control.
 GB2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2412.See file dsdata.txt to determine how the superseded data were derived.
 GB2412
 GB2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1462316804(NAD 83)
 GB2412_MARKER: DS = TRIANGULATION STATION DISK
 GB2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2412
 GB2412  HISTORY     - Date     Condition        Report By
 GB2412  HISTORY     - 1950     MONUMENTED       CGS
 GB2412  HISTORY     - 1971     GOOD             DMA
 GB2412
 GB2412                          STATION DESCRIPTION
 GB2412
 GB2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2412'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF CHESTNUT MOUND AND 5
 GB2412'MILES SOUTHWEST OF GAINESBORO. IT IS 70 FEET EAST OF THE CENTER OF
 GB2412'STATE HIGHWAY NO. 53 (SLOPE DISTANCE), 51 FEET SOUTHEAST OF WILLIE
 GB2412'FRANK PRUITTS TOMBSTONE AND 49 FEET SOUTH OF A 30 INCH HICKORY
 GB2412'TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED BELL 1950.
 GB2412'
 GB2412'REFERENCE MARK NO. 1 IS 68 FEET EAST OF THE CENTER OF STATE HIGHWAY
 GB2412'NO. 53 (SLOPE DISTANCE), 15 FEET NORTHEAST OF A 30 INCH HICKORY
 GB2412'TREE AND 3 FEET EAST OF A FENCELINE. THE MARK IS FLUSH AND THE DISK
 GB2412'IS STAMPED BELL NO. 1 1950.
 GB2412'
 GB2412'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTER OF STATE HIGHWAY
 GB2412'NO. 53 (SLOPE DISTANCE), 2 FEET EAST OF A WHITE WITNESS POST AND
 GB2412'1 FOOT SOUTHEAST OF A FENCE CORNER. THE MARK PROJECTS 4 INCHES AND
 GB2412'THE DISK IS STAMPED BELL NO. 2 1950.
 GB2412'
 GB2412'AZIMUTH MARK IS 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GB2412'HOUSE, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 GB2412'SOUTHWEST OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GB2412'STAMPED BELL 1950.
 GB2412'
 GB2412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 53 AND
 GB2412'U.S. HIGHWAY NO. 70N IN CHESTNUT MOUND, GO NORTHEAST ON STATE
 GB2412'HIGHWAY NO. 53 FOR 10.35 MILE TO THE STATION ON THE RIGHT, CONTINUE
 GB2412'FOR 0.2 MILE TO A HOUSE ON THE LEFT AND DRIVEWAY ON THE RIGHT,
 GB2412'TURN RIGHT AND GO 0.1 MILE TO A FRAME HOUSE AND THE AZIMUTH MARK AS
 GB2412'DESCRIBED.
 GB2412'
 GB2412'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2412
 GB2412                          STATION RECOVERY (1971)
 GB2412
 GB2412'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 GB2412'STATION AND RM NO. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB2412'WITNESS POST INTACT AT STATION.  NO SEARCH WAS MADE FOR RM NO. 1
 GB2412'OR THE AZIMUTH MARK.
 GB2412'
 GB2412'1950 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2558 ***********************************************************************
 GC2558  DESIGNATION -  BELL
 GC2558  PID         -  GC2558
 GC2558  STATE/COUNTY-  TN/DICKSON
 GC2558  USGS QUAD   -  BURNS (1986)
 GC2558
 GC2558                         *CURRENT SURVEY CONTROL
 GC2558  ___________________________________________________________________
 GC2558* NAD 83(1995)-  36 03 52.56079(N)    087 16 57.93172(W)     ADJUSTED  
 GC2558* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 GC2558  ___________________________________________________________________
 GC2558  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC2558  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2558
 GC2558  HORZ ORDER  -  SECOND
 GC2558
 GC2558.The horizontal coordinates were established by classical geodetic methods
 GC2558.and adjusted by the National Geodetic Survey in April 1999..
 GC2558
 GC2558.The orthometric height was scaled from a topographic map.
 GC2558
 GC2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2558
 GC2558.The geoid height was determined by GEOID03.
 GC2558
 GC2558;                    North         East     Units Scale Factor Converg.
 GC2558;SPC TN       -   192,840.437   484,444.475   MT  0.99995647   -0 45 03.5
 GC2558;SPC TN       -   632,677.33  1,589,381.58   sFT  0.99995647   -0 45 03.5
 GC2558;UTM  16      - 3,991,150.590   474,536.389   MT  0.99960799   -0 09 59.3
 GC2558
 GC2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2558!SPC TN       -   0.99996481  x   0.99995647  =   0.99992128
 GC2558!UTM  16      -   0.99996481  x   0.99960799  =   0.99957281
 GC2558
 GC2558:                Primary Azimuth Mark                     Grid Az
 GC2558:SPC TN       -  BELL AZ MK                               120 17 45.6
 GC2558:UTM  16      -  BELL AZ MK                               119 42 41.4
 GC2558
 GC2558|---------------------------------------------------------------------|
 GC2558| PID    Reference Object                     Distance      Geod. Az  |
 GC2558|                                                           dddmmss.s |
 GC2558| CG5575 BELL AZ MK                                         1193242.1 |
 GC2558| CG5576 BELL RM 1                            25.932 METERS 14032     |
 GC2558| CG5577 BELL RM 2                            23.622 METERS 23201     |
 GC2558|---------------------------------------------------------------------|
 GC2558
 GC2558                          SUPERSEDED SURVEY CONTROL
 GC2558
 GC2558  NAD 83(1995)-  36 03 52.56267(N)    087 16 57.93500(W) AD(       ) 2
 GC2558  NAD 83(1995)-  36 03 52.56337(N)    087 16 57.93508(W) AD(       ) 2
 GC2558  NAD 83(1986)-  36 03 52.57112(N)    087 16 57.93455(W) AD(       ) 2
 GC2558  NAD 27      -  36 03 52.35300(N)    087 16 57.90200(W) AD(       ) 2
 GC2558
 GC2558.Superseded values are not recommended for survey control.
 GC2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2558.See file dsdata.txt to determine how the superseded data were derived.
 GC2558
 GC2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7453691151(NAD 83)
 GC2558_MARKER: DS = TRIANGULATION STATION DISK
 GC2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2558
 GC2558  HISTORY     - Date     Condition        Report By
 GC2558  HISTORY     - 1953     MONUMENTED       CGS
 GC2558
 GC2558                          STATION DESCRIPTION
 GC2558
 GC2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2558'STATION IS LOCATED IN THE MONTGOMERY BELL STATE PARK AT THE
 GC2558'MONTGOMERY BELL STATE FOREST LOOKOUT TOWER ABOUT 5 MILES EAST OF
 GC2558'DICKSON AND ABOUT 5 MILES SW OF WHITE BLUFF.  IT IS 46 FEET NORTH OF
 GC2558'THE NORTH LEG OF THE LOOKOUT TOWER AND 44 FEET WEST OF THE WEST
 GC2558'CORNER OF A FRAME BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 GC2558'STAMPED BELL 1953.
 GC2558'
 GC2558'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE EAST LEG OF THE LOOKOUT
 GC2558'TOWER, 34 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING AND
 GC2558'5 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY.  THE MARK IS FLUSH
 GC2558'AND THE DISK IS STAMPED BELL NO. 1 1953.
 GC2558'
 GC2558'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE WEST LEG OF THE LOOKOUT
 GC2558'TOWER AND 43 FEET NORTH OF A CONCRETE WELL CURBING.  THE MARK IS
 GC2558'FLUSH AND THE DISK IS STAMPED BELL NO. 2 1953.
 GC2558'
 GC2558'AZIMUTH MARK IS ABOUT 350 FEET WEST OF A FRAME HOUSE AND ABOUT 200
 GC2558'FEET SOUTH OF STATE HIGHWAY 47.  IT IS 15 FEET SOUTH OF THE CENTER
 GC2558'OF A DIRT ROAD AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 GC2558'MARK IS FLUSH AND THE DISK IS STAMPED BELL 1953.
 GC2558'
 GC2558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2558'HIGHWAY 47, ABOUT 1/2 MILE WEST OF WHITE BLUFF, GO SOUTHWEST AND
 GC2558'WEST ON HIGHWAY 47 FOR 4.65 MILES TO A GRAVEL ROAD RIGHT INTO A
 GC2558'RAILROAD UNDERPASS.* TURN RIGHT THROUGH UNDERPASS AND GO 0.25 MILE
 GC2558'TO A FORK.  TAKE RIGHT FORK AND GO 0.35 MILE TO THE LOOKOUT TOWER AND
 GC2558'THE STATION AS DESCRIBED.
 GC2558'
 GC2558'*TO REACH THE AZIMUTH MARK FROM THE UNDERPASS, GO EAST ON HIGHWAY 47
 GC2558'FOR 0.55 MILE TO A GRAVEL DRIVEWAY RIGHT.  TURN RIGHT ON DRIVEWAY
 GC2558'AND GO ABOUT 50 FEET TO A DIRT ROAD LEFT.  TURN LEFT ON DIRT ROAD AND
 GC2558'GO 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2558'
 GC2558'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0570 ***********************************************************************
 GC0570  DESIGNATION -  BELL RM 1
 GC0570  PID         -  GC0570
 GC0570  STATE/COUNTY-  TN/DAVIDSON
 GC0570  USGS QUAD   -  BELLEVUE (1983)
 GC0570
 GC0570                         *CURRENT SURVEY CONTROL
 GC0570  ___________________________________________________________________
 GC0570* NAD 83(1986)-  36 05 27.     (N)    086 56 30.     (W)     SCALED    
 GC0570* NAVD 88     -       232.377  (meters)     762.39   (feet)  ADJUSTED  
 GC0570  ___________________________________________________________________
 GC0570  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0570  DYNAMIC HT  -         232.175 (meters)     761.73  (feet)  COMP
 GC0570  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0570
 GC0570  VERT ORDER  -  SECOND    CLASS 0
 GC0570
 GC0570.The horizontal coordinates were scaled from a topographic map and have
 GC0570.an estimated accuracy of +/- 6 seconds.
 GC0570
 GC0570.The orthometric height was determined by differential leveling
 GC0570.and adjusted by the National Geodetic Survey in June 1991..
 GC0570
 GC0570.The geoid height was determined by GEOID03.
 GC0570
 GC0570.The dynamic height is computed by dividing the NAVD 88
 GC0570.geopotential number by the normal gravity value computed on the
 GC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0570.degrees latitude (g = 980.6199 gals.).
 GC0570
 GC0570.The modeled gravity was interpolated from observed gravity values.
 GC0570
 GC0570;                    North         East    Units  Estimated Accuracy
 GC0570;SPC TN       -   195,400.      515,200.      MT  (+/- 180 meters Scaled)
 GC0570
 GC0570                          SUPERSEDED SURVEY CONTROL
 GC0570
 GC0570  NGVD 29 (??/??/92)  232.400  (m)          762.47   (f) ADJ UNCH    2 0
 GC0570
 GC0570.Superseded values are not recommended for survey control.
 GC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0570.See file dsdata.txt to determine how the superseded data were derived.
 GC0570
 GC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE052940(NAD 83)
 GC0570_MARKER: DR = REFERENCE MARK DISK
 GC0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0570_STAMPING: BELL NO 1 1959
 GC0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0570+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 GC0570
 GC0570  HISTORY     - Date     Condition        Report By
 GC0570  HISTORY     - 1959     MONUMENTED       CGS
 GC0570  HISTORY     - 20030126 GOOD             LOCENG
 GC0570
 GC0570                          STATION DESCRIPTION
 GC0570
 GC0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0570'8.5 MI SW FROM NASHVILLE.
 GC0570'THIS MARK IS LOCATED AT THE BELL 1959 STATION SITE, 59.6
 GC0570'FT. NORTHEAST OF THE STATION SITE, 4 FT. WEST OF A TRIPLE TRUNK
 GC0570'TREE AND ABOUT 2 FT. HIGHER THAN THE STATION MARK, A DISK BRAZED
 GC0570'TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS 8 INCHES
 GC0570'ABOVE THE SURFACE OF THE GROUND.
 GC0570
 GC0570                          STATION RECOVERY (2003)
 GC0570
 GC0570'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BWH)
 GC0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0568 ***********************************************************************
 GC0568  DESIGNATION -  BELL RM 2
 GC0568  PID         -  GC0568
 GC0568  STATE/COUNTY-  TN/DAVIDSON
 GC0568  USGS QUAD   -  BELLEVUE (1983)
 GC0568
 GC0568                         *CURRENT SURVEY CONTROL
 GC0568  ___________________________________________________________________
 GC0568* NAD 83(1986)-  36 05 27.     (N)    086 56 30.     (W)     SCALED    
 GC0568* NAVD 88     -       229.542  (meters)     753.09   (feet)  ADJUSTED  
 GC0568  ___________________________________________________________________
 GC0568  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0568  DYNAMIC HT  -         229.343 (meters)     752.44  (feet)  COMP
 GC0568  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0568
 GC0568  VERT ORDER  -  SECOND    CLASS 0
 GC0568
 GC0568.The horizontal coordinates were scaled from a topographic map and have
 GC0568.an estimated accuracy of +/- 6 seconds.
 GC0568
 GC0568.The orthometric height was determined by differential leveling
 GC0568.and adjusted by the National Geodetic Survey in June 1991..
 GC0568
 GC0568.The geoid height was determined by GEOID03.
 GC0568
 GC0568.The dynamic height is computed by dividing the NAVD 88
 GC0568.geopotential number by the normal gravity value computed on the
 GC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0568.degrees latitude (g = 980.6199 gals.).
 GC0568
 GC0568.The modeled gravity was interpolated from observed gravity values.
 GC0568
 GC0568;                    North         East    Units  Estimated Accuracy
 GC0568;SPC TN       -   195,400.      515,200.      MT  (+/- 180 meters Scaled)
 GC0568
 GC0568                          SUPERSEDED SURVEY CONTROL
 GC0568
 GC0568  NGVD 29 (??/??/92)  229.565  (m)          753.16   (f) ADJ UNCH    2 0
 GC0568
 GC0568.Superseded values are not recommended for survey control.
 GC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0568.See file dsdata.txt to determine how the superseded data were derived.
 GC0568
 GC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE052940(NAD 83)
 GC0568_MARKER: DR = REFERENCE MARK DISK
 GC0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0568_STAMPING: BELL NO 2 1959
 GC0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0568+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 GC0568
 GC0568  HISTORY     - Date     Condition        Report By
 GC0568  HISTORY     - 1959     MONUMENTED       CGS
 GC0568  HISTORY     - 20030208 GOOD             LOCENG
 GC0568
 GC0568                          STATION DESCRIPTION
 GC0568
 GC0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0568'8.5 MI SW FROM NASHVILLE.
 GC0568'THIS MARK IS LOCATED AT THE BELL 1959 STATION SITE, 74.8 FT.
 GC0568'WEST-NORTHWEST OF THE STATION MARK, SET ON THE WEST SLOPE OF A
 GC0568'RIDGE, A DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0568'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC0568
 GC0568                          STATION RECOVERY (2003)
 GC0568
 GC0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (RGP)
 GC0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0565 ***********************************************************************
 GC0565  DESIGNATION -  BELL SE
 GC0565  PID         -  GC0565
 GC0565  STATE/COUNTY-  TN/DAVIDSON
 GC0565  USGS QUAD   -  BELLEVUE (1983)
 GC0565
 GC0565                         *CURRENT SURVEY CONTROL
 GC0565  ___________________________________________________________________
 GC0565* NAD 83(1995)-  36 04 44.51888(N)    086 57 09.85954(W)     ADJUSTED  
 GC0565* NAVD 88     -       187.754  (meters)     615.99   (feet)  ADJUSTED  
 GC0565  ___________________________________________________________________
 GC0565  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC0565  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0565  DYNAMIC HT  -         187.590 (meters)     615.45  (feet)  COMP
 GC0565  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GC0565
 GC0565  HORZ ORDER  -  SECOND
 GC0565  VERT ORDER  -  SECOND    CLASS 0
 GC0565
 GC0565.The horizontal coordinates were established by classical geodetic methods
 GC0565.and adjusted by the National Geodetic Survey in April 1999..
 GC0565
 GC0565.The orthometric height was determined by differential leveling
 GC0565.and adjusted by the National Geodetic Survey in June 1991..
 GC0565
 GC0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0565
 GC0565.The geoid height was determined by GEOID03.
 GC0565
 GC0565.The dynamic height is computed by dividing the NAVD 88
 GC0565.geopotential number by the normal gravity value computed on the
 GC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0565.degrees latitude (g = 980.6199 gals.).
 GC0565
 GC0565.The modeled gravity was interpolated from observed gravity values.
 GC0565
 GC0565;                    North         East     Units Scale Factor Converg.
 GC0565;SPC TN       -   194,102.220   514,188.355   MT  0.99995751   -0 33 28.0
 GC0565;SPC TN       -   636,817.03  1,686,966.29   sFT  0.99995751   -0 33 28.0
 GC0565;UTM  16      - 3,992,715.462   504,255.289   MT  0.99960022   +0 01 40.2
 GC0565
 GC0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0565!SPC TN       -   0.99997509  x   0.99995751  =   0.99993260
 GC0565!UTM  16      -   0.99997509  x   0.99960022  =   0.99957532
 GC0565
 GC0565|---------------------------------------------------------------------|
 GC0565| PID    Reference Object                     Distance      Geod. Az  |
 GC0565|                                                           dddmmss.s |
 GC0565| GC0566 BELL SE RM 1                         16.322 METERS 11858     |
 GC0565| GC2320 2579                                 18.406 METERS 29257     |
 GC0565| GC0563 BELL SE AZ MK                       APPROX. 0.8 KM 3061912.1 |
 GC0565|---------------------------------------------------------------------|
 GC0565
 GC0565                          SUPERSEDED SURVEY CONTROL
 GC0565
 GC0565  NAD 83(1995)-  36 04 44.52089(N)    086 57 09.86163(W) AD(       ) 2
 GC0565  NAD 83(1995)-  36 04 44.52179(N)    086 57 09.86179(W) AD(       ) 2
 GC0565  NAD 83(1986)-  36 04 44.52914(N)    086 57 09.86276(W) AD(       ) 2
 GC0565  NAD 27      -  36 04 44.31250(N)    086 57 09.85310(W) AD(       ) 2
 GC0565  NGVD 29 (??/??/92)  187.776  (m)          616.06   (f) ADJ UNCH    2 0
 GC0565
 GC0565.Superseded values are not recommended for survey control.
 GC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0565.See file dsdata.txt to determine how the superseded data were derived.
 GC0565
 GC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0425592715(NAD 83)
 GC0565_MARKER: DB = BENCH MARK DISK
 GC0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0565_STAMPING: BELL SE 1959
 GC0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0565+STABILITY: SURFACE MOTION
 GC0565
 GC0565  HISTORY     - Date     Condition        Report By
 GC0565  HISTORY     - 1959     MONUMENTED       CGS
 GC0565  HISTORY     - 1959     GOOD             CGS
 GC0565
 GC0565                          STATION DESCRIPTION
 GC0565
 GC0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0565'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF VAUGHNS GAP ON THE
 GC0565'SOUTH SIDE OF U.S. HIGHWAY 70 S RIGHT-OF-WAY.
 GC0565'
 GC0565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 S AND 70
 GC0565'N, ABOUT 12 MILES SOUTHWEST OF THE CENTER OF NASHVILLE, GO
 GC0565'EAST ON U.S. HIGHWAY 70 S FOR 2.0 MILES TO THE STATION ON THE RIGHT
 GC0565'AS DESCRIBED.
 GC0565'
 GC0565'THE STATION IS 47 FEET EAST OF A FARM DRIVEWAY, 23 FEET SOUTH OF THE
 GC0565'CENTER OF U.S. HIGHWAY 70 S, 6 FEET NORTH OF A BOARD FENCE AND 8
 GC0565'1/2 FEET EAST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK SET
 GC0565'IN THE TOP OF A CONCRETE MONUMENT WITH AND UNDERGROUND
 GC0565'MARK. IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GC0565'STAMPED BELL SE 1959.
 GC0565'
 GC0565'REFERENCE MARK NO. 1 IS 27-1/2 FEET SOUTH OF THE CENTER OF U.S.
 GC0565'HIGHWAY 70 S AND 2.0 FEET NORTH OF A BOARD FENCE. IT IS A STANDARD
 GC0565'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 GC0565'2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 GC0565'STAMPED BELL SE NO. 1 1959.
 GC0565'
 GC0565'COAST AND GEODETIC SURVEY AND STATE SURVEY MARK 2579 WAS USED FOR
 GC0565'REFERENCE MARK NO. 2. IT IS 27 FEET SOUTH OF THE CENTER OF U.S.
 GC0565'HIGHWAY 70 S, 13 FEET WEST OF A FARM DRIVEWAY AND 2 FEET NORTH OF A
 GC0565'BOARD FENCE. IT IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 GC0565'MONUMENT PROJECTING 15 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 GC0565'DISK IS STAMPED 2579.  THE MONUMENT WAS FOUND LOOSE AND WAS
 GC0565'REINFORCED IN ITS ORIGINAL POSITION AS NEAR AS POSSIBLE.
 GC0565'
 GC0565'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO BELL SE AZIMUTH MARK.
 GC0565'SEE DESCRIPTION THEREOF.
 GC0565
 GC0565                          STATION RECOVERY (1959)
 GC0565
 GC0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0565'9 MI SW FROM NASHVILLE.
 GC0565'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0565'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0565'HIGHWAY 70 N), THENCE 2.80 MILES SOUTH ON SAWYER-BROWN RD.,
 GC0565'THENCE 0.45 MILES WEST ON U.S. HIGHWAY 70 S TO THE CREST OF A
 GC0565'HILL, 47 FT. EAST OF A FARM DRIVEWAY, 23 FT. SOUTH OF THE CENTER
 GC0565'OF U.S. HIGHWAY 70 S, 6 FT. NORTH OF A BOARD FENCE AND 8.5 FT.
 GC0565'EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC0565'THAT IS FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT LEVEL
 GC0565'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0563 ***********************************************************************
 GC0563  DESIGNATION -  BELL SE AZ MK
 GC0563  PID         -  GC0563
 GC0563  STATE/COUNTY-  TN/DAVIDSON
 GC0563  USGS QUAD   -  BELLEVUE (1983)
 GC0563
 GC0563                         *CURRENT SURVEY CONTROL
 GC0563  ___________________________________________________________________
 GC0563* NAD 83(1995)-  36 04 59.27743(N)    086 57 34.59413(W)     ADJUSTED  
 GC0563* NAVD 88     -       168.153  (meters)     551.68   (feet)  ADJUSTED  
 GC0563  ___________________________________________________________________
 GC0563  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GC0563  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0563  DYNAMIC HT  -         168.006 (meters)     551.20  (feet)  COMP
 GC0563  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 GC0563
 GC0563  HORZ ORDER  -  SECOND
 GC0563  VERT ORDER  -  SECOND    CLASS 0
 GC0563
 GC0563.The horizontal coordinates were established by classical geodetic methods
 GC0563.and adjusted by the National Geodetic Survey in April 1999..
 GC0563
 GC0563.The orthometric height was determined by differential leveling
 GC0563.and adjusted by the National Geodetic Survey in June 1991..
 GC0563
 GC0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0563
 GC0563.The geoid height was determined by GEOID03.
 GC0563
 GC0563.The dynamic height is computed by dividing the NAVD 88
 GC0563.geopotential number by the normal gravity value computed on the
 GC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0563.degrees latitude (g = 980.6199 gals.).
 GC0563
 GC0563.The modeled gravity was interpolated from observed gravity values.
 GC0563
 GC0563;                    North         East     Units Scale Factor Converg.
 GC0563;SPC TN       -   194,563.118   513,574.000   MT  0.99995782   -0 33 42.5
 GC0563;SPC TN       -   638,329.16  1,684,950.70   sFT  0.99995782   -0 33 42.5
 GC0563;UTM  16      - 3,993,169.895   503,636.477   MT  0.99960016   +0 01 25.6
 GC0563
 GC0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0563!SPC TN       -   0.99997817  x   0.99995782  =   0.99993599
 GC0563!UTM  16      -   0.99997817  x   0.99960016  =   0.99957834
 GC0563
 GC0563:                Primary Azimuth Mark                     Grid Az
 GC0563:SPC TN       -  BELL SE                                  126 52 40.0
 GC0563:UTM  16      -  BELL SE                                  126 17 31.9
 GC0563
 GC0563|---------------------------------------------------------------------|
 GC0563| PID    Reference Object                     Distance      Geod. Az  |
 GC0563|                                                           dddmmss.s |
 GC0563| GC0565 BELL SE                             APPROX. 0.8 KM 1261857.5 |
 GC0563|---------------------------------------------------------------------|
 GC0563
 GC0563                          SUPERSEDED SURVEY CONTROL
 GC0563
 GC0563  NAD 83(1995)-  36 04 59.27943(N)    086 57 34.59622(W) AD(       ) 2
 GC0563  NAD 83(1995)-  36 04 59.28034(N)    086 57 34.59649(W) AD(       ) 2
 GC0563  NAD 83(1986)-  36 04 59.28773(N)    086 57 34.59746(W) AD(       ) 2
 GC0563  NAD 27      -  36 04 59.07090(N)    086 57 34.58600(W) AD(       ) 2
 GC0563  NGVD 29 (??/??/92)  168.175  (m)          551.75   (f) ADJ UNCH    2 0
 GC0563
 GC0563.Superseded values are not recommended for survey control.
 GC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0563.See file dsdata.txt to determine how the superseded data were derived.
 GC0563
 GC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0363693170(NAD 83)
 GC0563_MARKER: DZ = AZIMUTH MARK DISK
 GC0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0563_STAMPING: BELL SE 1959
 GC0563_MARK LOGO: CGS   
 GC0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0563+STABILITY: SURFACE MOTION
 GC0563
 GC0563  HISTORY     - Date     Condition        Report By
 GC0563  HISTORY     - 1959     MONUMENTED       CGS
 GC0563  HISTORY     - 1959     GOOD             CGS
 GC0563
 GC0563                          STATION DESCRIPTION
 GC0563
 GC0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0563'9.5 MI SW FROM NASHVILLE.
 GC0563'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0563'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0563'HIGHWAY 70 N), THENCE 2.8 MILES SOUTH ON SAWYER-BROWN RD.,
 GC0563'THENCE 0.9 MILE WEST ON U.S. HIGHWAY 70 S TO A TRACK ROAD ON
 GC0563'THE RIGHT, THENCE 0.05 MILE NORTH ON THE TRACK ROAD, 17 FT. EAST
 GC0563'OF THE TRACK ROAD AND 3 FT. WEST OF A WITNESS SIGN, A DISK SET
 GC0563'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT.
 GC0563'BELOW THE LEVEL OF THE ROAD.
 GC0563
 GC0563                          STATION RECOVERY (1959)
 GC0563
 GC0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0563'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 GC0563'SET FLUSH WITH THE GROUND AND IS STAMPED BELL SE 1959. IT IS 17
 GC0563'FEET EAST OF THE TRACK ROAD AND 3 FEET WEST OF A WITNESS SIGN.
 GC0563'
 GC0563'TO REACH FROM BELL SE (SEE DESCRIPTION THEREOF) GO WEST ON U.S.
 GC0563'HIGHWAY NO. 70 S FOR 0.4 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 GC0563'AND GO 0.05 MILE TO THE MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0566 ***********************************************************************
 GC0566  DESIGNATION -  BELL SE RM 1
 GC0566  PID         -  GC0566
 GC0566  STATE/COUNTY-  TN/DAVIDSON
 GC0566  USGS QUAD   -  BELLEVUE (1983)
 GC0566
 GC0566                         *CURRENT SURVEY CONTROL
 GC0566  ___________________________________________________________________
 GC0566* NAD 83(1986)-  36 04 44.     (N)    086 57 09.     (W)     SCALED    
 GC0566* NAVD 88     -       187.960  (meters)     616.67   (feet)  ADJUSTED  
 GC0566  ___________________________________________________________________
 GC0566  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0566  DYNAMIC HT  -         187.796 (meters)     616.13  (feet)  COMP
 GC0566  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GC0566
 GC0566  VERT ORDER  -  SECOND    CLASS 0
 GC0566
 GC0566.The horizontal coordinates were scaled from a topographic map and have
 GC0566.an estimated accuracy of +/- 6 seconds.
 GC0566
 GC0566.The orthometric height was determined by differential leveling
 GC0566.and adjusted by the National Geodetic Survey in June 1991..
 GC0566
 GC0566.The geoid height was determined by GEOID03.
 GC0566
 GC0566.The dynamic height is computed by dividing the NAVD 88
 GC0566.geopotential number by the normal gravity value computed on the
 GC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0566.degrees latitude (g = 980.6199 gals.).
 GC0566
 GC0566.The modeled gravity was interpolated from observed gravity values.
 GC0566
 GC0566;                    North         East    Units  Estimated Accuracy
 GC0566;SPC TN       -   194,090.      514,210.      MT  (+/- 180 meters Scaled)
 GC0566
 GC0566                          SUPERSEDED SURVEY CONTROL
 GC0566
 GC0566  NGVD 29 (??/??/92)  187.982  (m)          616.74   (f) ADJ UNCH    2 0
 GC0566
 GC0566.Superseded values are not recommended for survey control.
 GC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0566.See file dsdata.txt to determine how the superseded data were derived.
 GC0566
 GC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE042926(NAD 83)
 GC0566_MARKER: DR = REFERENCE MARK DISK
 GC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0566_STAMPING: BELL SE NO 1 1959
 GC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0566+STABILITY: SURFACE MOTION
 GC0566
 GC0566  HISTORY     - Date     Condition        Report By
 GC0566  HISTORY     - 1959     MONUMENTED       CGS
 GC0566
 GC0566                          STATION DESCRIPTION
 GC0566
 GC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0566'9 MI SW FROM NASHVILLE.
 GC0566'THIS MARK IS LOCATED AT THE BELL SE 1959 STATION SITE, 53.5
 GC0566'FT. EAST OF THE STATION MARK, 27.5 FT. SOUTH OF THE CENTER OF
 GC0566'U.S. HIGHWAY 70 S AND 2 FT. NORTH OF A BOARD FENCE, A DISK
 GC0566'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 GC0566'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0423 ***********************************************************************
 FF0423  DESIGNATION -  BELLEVUE
 FF0423  PID         -  FF0423
 FF0423  STATE/COUNTY-  TN/SHELBY
 FF0423  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0423
 FF0423                         *CURRENT SURVEY CONTROL
 FF0423  ___________________________________________________________________
 FF0423* NAD 83(1995)-  35 04 30.68227(N)    090 01 30.84087(W)     ADJUSTED  
 FF0423* NAVD 88     -        77.546  (meters)     254.42   (feet)  ADJUSTED  
 FF0423  ___________________________________________________________________
 FF0423  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FF0423  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0423  DYNAMIC HT  -          77.475 (meters)     254.18  (feet)  COMP
 FF0423  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FF0423
 FF0423  HORZ ORDER  -  SECOND
 FF0423  VERT ORDER  -  SECOND    CLASS 0
 FF0423
 FF0423.The horizontal coordinates were established by classical geodetic methods
 FF0423.and adjusted by the National Geodetic Survey in April 1999..
 FF0423
 FF0423.The orthometric height was determined by differential leveling
 FF0423.and adjusted by the National Geodetic Survey in June 1991..
 FF0423
 FF0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0423
 FF0423.The geoid height was determined by GEOID03.
 FF0423
 FF0423.The dynamic height is computed by dividing the NAVD 88
 FF0423.geopotential number by the normal gravity value computed on the
 FF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0423.degrees latitude (g = 980.6199 gals.).
 FF0423
 FF0423.The modeled gravity was interpolated from observed gravity values.
 FF0423
 FF0423;                    North         East     Units Scale Factor Converg.
 FF0423;SPC TN       -    89,859.000   232,970.727   MT  1.00003545   -2 21 23.5
 FF0423;SPC TN       -   294,812.40    764,338.13   sFT  1.00003545   -2 21 23.5
 FF0423;UTM  15      - 3,885,429.878   771,245.526   MT  1.00050686   +1 42 37.8
 FF0423;UTM  16      - 3,885,568.508   224,151.321   MT  1.00053790   -1 44 22.4
 FF0423
 FF0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0423!SPC TN       -   0.99999212  x   1.00003545  =   1.00002757
 FF0423!UTM  15      -   0.99999212  x   1.00050686  =   1.00049897
 FF0423!UTM  16      -   0.99999212  x   1.00053790  =   1.00053001
 FF0423
 FF0423|---------------------------------------------------------------------|
 FF0423| PID    Reference Object                     Distance      Geod. Az  |
 FF0423|                                                           dddmmss.s |
 FF0423| FF0425 BELLEVUE RM 1                        31.379 METERS 00104     |
 FF0423| FF0424 BELLEVUE RM 3                        30.395 METERS 18218     |
 FF0423| FF0422 BELLEVUE RM 2                        31.393 METERS 18218     |
 FF0423| CI2977 BELLEVUE AZ MK                                     2250739.3 |
 FF0423|---------------------------------------------------------------------|
 FF0423
 FF0423                          SUPERSEDED SURVEY CONTROL
 FF0423
 FF0423  NAD 83(1995)-  35 04 30.68427(N)    090 01 30.84055(W) AD(       ) 2
 FF0423  NAD 83(1995)-  35 04 30.68788(N)    090 01 30.84112(W) AD(       ) 2
 FF0423  NAD 83(1986)-  35 04 30.69226(N)    090 01 30.84189(W) AD(       ) 2
 FF0423  NAD 27      -  35 04 30.36410(N)    090 01 30.51140(W) AD(       ) 2
 FF0423  NGVD 29 (??/??/??)   77.514  (m)          254.31   (f) ADJUSTED    2 0
 FF0423
 FF0423.Superseded values are not recommended for survey control.
 FF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0423.See file dsdata.txt to determine how the superseded data were derived.
 FF0423
 FF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7124685430(NAD 83)
 FF0423_MARKER: DE = TRAVERSE STATION DISK
 FF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0423_STAMPING: BELLEVUE 1959
 FF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0423+STABILITY: SURFACE MOTION
 FF0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0423+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 FF0423
 FF0423  HISTORY     - Date     Condition        Report By
 FF0423  HISTORY     - 1959     MONUMENTED       CGS
 FF0423  HISTORY     - 1968     GOOD             CGS
 FF0423  HISTORY     - 1968     GOOD             CGS
 FF0423  HISTORY     - 19950322 GOOD             TN1620
 FF0423  HISTORY     - 20021030 GOOD             USACE
 FF0423  HISTORY     - 20050301 GOOD             GEOCAC
 FF0423
 FF0423                          STATION DESCRIPTION
 FF0423
 FF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0423'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHEAST OF THE
 FF0423'DOWNTOWN SECTION OF MEMPHIS, 4.0 MILES NORTH OF WHITEHAVEN, AND
 FF0423'3.0 MILES NORTHWEST OF THE MEMPHIS MUNICIPAL AIRPORT.  IT IS
 FF0423'LOCATED ON THE INTERSTATE HIGHWAY RIGHT-OF-WAY FOR THE NORTH
 FF0423'BOUND TRAFFIC AND IS ABOUT 0.15 MILE NORTH OF THE EAST-WEST
 FF0423'BOUND LANES OF THE EXPRESSWAY LOOP AROUND MEMPHIS.
 FF0423'
 FF0423'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 FF0423'AND FERGUSON ROAD, ABOUT 0.1 MILE NORTH OF THE OVERPASS OVER THE
 FF0423'EXPRESSWAY LOOP AROUND MEMPHIS, GO WEST ON FERGUSON ROAD FOR 0.15
 FF0423'MILE TO THE INTERSECTION OF HERNANDO ROAD.  TURN RIGHT ONTO
 FF0423'HERNANDO ROAD AND GO 0.05 MILE TO A SMALL BUILDING AT 2565
 FF0423'HERNANDO ROAD, OWNED BY MRS. MARY FARONE.  INQUIRE WITH MRS.
 FF0423'FARONE ON HOW TO REACH THE STATION AS HIGHWAY CONSTRUCTION WILL
 FF0423'MAKE THE DESCRIPTION INADEQUATE.
 FF0423'
 FF0423'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0423'BELLEVUE 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0423'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT WEST OF
 FF0423'A WITNESS SIGN.
 FF0423'
 FF0423'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FF0423'STAMPED BELLEVUE 1959 AND IS SET ABOUT 30 INCHES BELOW THE
 FF0423'SURFACE OF THE GROUND.
 FF0423'
 FF0423'REFERENCE MARK 1, A STANDARD DISK STAMPED BELLEVUE NO 1 1959,
 FF0423'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0423'IS FLUSH WITH THE GROUND.
 FF0423'
 FF0423'REFERENCE MARK 2, A STANDARD DISK STAMPED BELLEVUE NO 2 1959,
 FF0423'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0423'IS FLUSH WITH THE GROUND.
 FF0423'
 FF0423'THE AZIMUTH MARK, A STANDARD DISK STAMPED BELLEVUE 1959, IS SET
 FF0423'IN THE NORTHEAST CORNER OF THE CENTER 1 OF 3 SPANS OF THE
 FF0423'OVERPASS FOR THE SOUTH BOUND TRAFFIC LANES OF THE INTERSTATE
 FF0423'HIGHWAY LEAVING MEMPHIS.  IT IS 4 FEET SOUTH OF THE NORTHEAST
 FF0423'CORNER OF THE CENTER SPAN OF THE OVERPASS AND IS OVER THE WEST
 FF0423'BOUND TRAFFIC LANES OF THE EXPRESSWAY LOOP, AND 18 INCHES
 FF0423'WEST OF THE EAST EDGE OF THE OVERPASS.
 FF0423
 FF0423                          STATION RECOVERY (1968)
 FF0423
 FF0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF0423'AFTER AN EXTENDED SEARCH THE STATION MARK AND REFERENCE MARK NO.
 FF0423'1 WERE RECOVERED IN GOOD CONDITION.  THE MONUMENT FOR REFERENCE
 FF0423'MARK NO. 2 WAS FOUND WITH THE DISK POPPED OFF THE SHANK.
 FF0423'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE SHANK OF
 FF0423'THE OLD DISK WAS REMOVED FROM THE REFERENCE MARK NO. 2 MONUMENT
 FF0423'AND AFTER THE TOP OF THE CONCRETE WAS SQUARED OFF, A NEW
 FF0423'REFERENCE MARK DISK DESIGNATED NO. 3 WAS CEMENTED IN A DRILL HOLE
 FF0423'IN THE OLD MONUMENT.  THE HORIZONTAL MEASURED DISTANCES
 FF0423'BETWEEN THE REFERENCE MARKS AND THE STATION WERE FOUND TO
 FF0423'BE REVERSED IN THE 1959 DESCRIPTION.  A DISCREPANCY OF 0.05
 FF0423'OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED DISTANCE BETWEEN
 FF0423'THE STATION AND REFERENCE MARK NO. 1.  THE STATION MARK,
 FF0423'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE BENCH
 FF0423'MARKS.  WHEN THE ELEVATION WAS CHECKED BETWEEN THE STATION
 FF0423'AND REFERENCE MARK NO. 1 A DISCREPANCY OF 0.017 OF A FOOT
 FF0423'WAS NOTED.  AN ELEVATION WAS TRANSFERRED FROM BENCH MARK
 FF0423'BELLEVUE R.M. 1 TO THE NEW REFERENCE MARK NO. 3.
 FF0423'
 FF0423'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 FF0423'BETWEEN THE MARKS.
 FF0423'
 FF0423'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF0423'
 FF0423'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF DOWNTOWN
 FF0423'MEMPHIS, 4 MILES NORTH OF WHITEHAVEN, 3 MILES NORTHWEST OF THE
 FF0423'MEMPHIS MUNICIPAL AIRPORT, 0.15 OF A MILE NORTH OF THE
 FF0423'INTERCHANGE OF INTERSTATE ROUTES 240, 255 AND 55, AND ALONG
 FF0423'THE EAST RIGHT-OF-WAY OF THE NORTHBOUND LANES OF INTERSTATE ROUTE
 FF0423'55 AND THE NORRIS STREET EXIT LANE.
 FF0423'
 FF0423'NO STATION TO-REACH DEEMED NECESSARY AS THE STATION CAN BE
 FF0423'DRIVEN TO ONLY BY THE INTERSTATE FROM THE ABOVE MENTIONED
 FF0423'INTERCHANGE.
 FF0423'
 FF0423'THE STATION IS ON A LOW CUT, 117 FEET EAST OF THE APPROXIMATE
 FF0423'CENTER OF THE NORTHBOUND LANES OF INTERSTATE ROUTE 55, 81 FEET
 FF0423'EAST-SOUTHEAST OF LAMP POST NO. A252, 1.5 FEET WEST OF THE
 FF0423'RIGHT-OF-WAY FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 FF0423'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FF0423'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FF0423'SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLEVUE 1959.
 FF0423'
 FF0423'REFERENCE MARK NO. 1 IS 116 FEET EAST OF THE APPROXIMATE CENTER
 FF0423'OF THE NORTHBOUND LANES OF INTERSTATE ROUTE 55, 92 FEET SOUTH
 FF0423'OF A 7-INCH YELLOW PINE TREE, 91 FEET NORTHEAST OF LAMP POST
 FF0423'NO. A252, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND
 FF0423'0.8 OF A FOOT WEST OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD
 FF0423'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FF0423'ABOUT 9 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FF0423'STAMPED BELLEVUE NO 1 1959.
 FF0423'
 FF0423'REFERENCE MARK NO. 3 IS 155 FEET SOUTHEAST OF LAMP POST NO.
 FF0423'A252, 113 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTHBOUND
 FF0423'LANES OF INTERSTATE ROUTE 55, 112 FEET NORTHEAST OF LAMP POST
 FF0423'NO. A254, 4.2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 0.9 OF A
 FF0423'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FF0423'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FF0423'MONUMENT AND THE DISK IS STAMPED BELLEVUE 1959 NO 3 1968.
 FF0423'
 FF0423'DUE TO THE NEARNESS OF THE REFERENCE MARKS BEING IN A LINE ACROSS
 FF0423'THE STATION, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 FF0423'
 FF0423'THE AZIMUTH MARK IS IN THE EAST WALKWAY OF THE OVERPASS
 FF0423'STRUCTURE FOR THE SOUTHBOUND LANES OF INTERSTATE ROUTE 55
 FF0423'WHERE IT CROSSES OVER INTERSTATE ROUTES 240 AND 255 ABOUT 0.2
 FF0423'OF A MILE SOUTHWEST OF THE STATION.  IT IS 51 FEET SOUTH OF THE
 FF0423'NORTHEAST CORNER OF THE STRUCTURE, 41 FEET NORTH OF LAMP POST
 FF0423'NO. A263, 1.0 FOOT WEST OF THE METAL SAFETY RAILING, AND ABOUT
 FF0423'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD DISK
 FF0423'CEMENTED IN A DRILL HOLE IN THE TOP OF THE WALKWAY AND THE
 FF0423'DISK IS STAMPED BELLEVUE 1959.
 FF0423'
 FF0423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 FF0423'THE NORRIS ROAD EXIT TO HERNANDO ROAD, THEN NORTH ON HERNANDO
 FF0423'ROAD FOR A TOTAL DISTANCE OF ABOUT 0.75 MILE TO NORRIS ROAD.
 FF0423'HERE TURN LEFT ON THE NORRIS ROAD OVERPASS, CROSS OVER THE
 FF0423'INTERSTATE, AND TURN LEFT AGAIN IMMEDIATELY AFTER CROSSING ONTO
 FF0423'THE INTERSTATE 55 SOUTHBOUND ACCESS AND GO SOUTH ALONG
 FF0423'INTERSTATE ROUTE 55 FOR 0.85 MILE TO THE MARK ON THE LEFT IN THE
 FF0423'OVERPASS STRUCTURE AS DESCRIBED.
 FF0423'
 FF0423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE
 FF0423'SOUTHEAST SECTION OF MEMPHIS.
 FF0423
 FF0423                          STATION RECOVERY (1968)
 FF0423
 FF0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FF0423'IN MEMPHIS.
 FF0423'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 FF0423'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 5 MILES
 FF0423'SOUTH-SOUTHEAST OF DOWNTOWN MEMPHIS, 4 MILES NORTH OF WHITEHAVEN,
 FF0423'3 MILES NORTHWEST OF THE MEMPHIS MUNICIPAL AIRPORT, 0.15 OF A
 FF0423'MILE NORTH OF THE INTERCHANGE OF INTERSTATE ROUTES 240, 255 AND
 FF0423'55, AND ALONG THE EAST RIGHT-OF-WAY OF THE NORTH-BOUND LANES OF
 FF0423'INTERSTATE ROUTE 55 AND THE NORRIS ROAD EXIT LANE.  THIS STATION
 FF0423'CAN BE REACHED IN A VEHICLE ONLY BY THE INTERSTATE FROM THE
 FF0423'ABOVE MENTIONED INTERCHANGE.  IT IS ON A LOW CUT, 117 FEET
 FF0423'EAST OF THE APPROXIMATE CENTER OF THE NORTHBOUND LANES OF
 FF0423'INTERSTATE ROUTE 55, 102.95 FEET SOUTH OF REFERENCE MARK NO. 1,
 FF0423'99.72 FEET NORTH OF REFERENCE MARK NO. 3, 81 FEET EAST-SOUTHEAST
 FF0423'OF LAMP POST NO. A252, 1.5 FEET WEST OF THE RIGHT-OF-WAY
 FF0423'FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 FF0423'IT IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 FF0423'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FF0423'SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLEVUE 1959.
 FF0423
 FF0423                          STATION RECOVERY (1995)
 FF0423
 FF0423'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0423'RECOVERED IN GOOD CONDITION.
 FF0423
 FF0423                          STATION RECOVERY (2002)
 FF0423
 FF0423'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0423'RECOVERED IN GOOD CONDITION.
 FF0423
 FF0423                          STATION RECOVERY (2005)
 FF0423
 FF0423'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FF0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0425 ***********************************************************************
 FF0425  DESIGNATION -  BELLEVUE RM 1
 FF0425  PID         -  FF0425
 FF0425  STATE/COUNTY-  TN/SHELBY
 FF0425  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0425
 FF0425                         *CURRENT SURVEY CONTROL
 FF0425  ___________________________________________________________________
 FF0425* NAD 83(1986)-  35 04 30.     (N)    090 01 29.     (W)     SCALED    
 FF0425* NAVD 88     -        76.688  (meters)     251.60   (feet)  ADJUSTED  
 FF0425  ___________________________________________________________________
 FF0425  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0425  DYNAMIC HT  -          76.617 (meters)     251.37  (feet)  COMP
 FF0425  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FF0425
 FF0425  VERT ORDER  -  SECOND    CLASS 0
 FF0425
 FF0425.The horizontal coordinates were scaled from a topographic map and have
 FF0425.an estimated accuracy of +/- 6 seconds.
 FF0425
 FF0425.The orthometric height was determined by differential leveling
 FF0425.and adjusted by the National Geodetic Survey in June 1991..
 FF0425
 FF0425.The geoid height was determined by GEOID03.
 FF0425
 FF0425.The dynamic height is computed by dividing the NAVD 88
 FF0425.geopotential number by the normal gravity value computed on the
 FF0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0425.degrees latitude (g = 980.6199 gals.).
 FF0425
 FF0425.The modeled gravity was interpolated from observed gravity values.
 FF0425
 FF0425;                    North         East    Units  Estimated Accuracy
 FF0425;SPC TN       -    89,840.      233,020.      MT  (+/- 180 meters Scaled)
 FF0425
 FF0425                          SUPERSEDED SURVEY CONTROL
 FF0425
 FF0425  NGVD 29 (??/??/??)   76.656  (m)          251.50   (f) ADJUSTED    2 0
 FF0425
 FF0425.Superseded values are not recommended for survey control.
 FF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0425.See file dsdata.txt to determine how the superseded data were derived.
 FF0425
 FF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712854(NAD 83)
 FF0425_MARKER: DR = REFERENCE MARK DISK
 FF0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0425_STAMPING: BELLEVUE NO 1 1959
 FF0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0425+STABILITY: SURFACE MOTION
 FF0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0425+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0425
 FF0425  HISTORY     - Date     Condition        Report By
 FF0425  HISTORY     - 1959     MONUMENTED       CGS
 FF0425  HISTORY     - 1968     GOOD             CGS
 FF0425  HISTORY     - 19950313 GOOD             TN1620
 FF0425  HISTORY     - 20021030 GOOD             USACE
 FF0425
 FF0425                          STATION DESCRIPTION
 FF0425
 FF0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0425'IN MEMPHIS.
 FF0425'THIS MARK IS AT THE BELLEVUE 1959 TRAVERSE STATION SITE, 116
 FF0425'FEET EAST OF THE APPROXIMATE CENTER OF THE NORTHBOUND LANES OF
 FF0425'INTERSTATE ROUTE 55, 102.95 FEET NORTH OF THE STATION MARK,
 FF0425'92 FEET SOUTH OF A 7-INCH YELLOW PINE TREE, 91 FEET NORTHEAST
 FF0425'OF LAMP POST NO. A252, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 FF0425'AND SIGN, AND 0.8 OF A FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 FF0425'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FF0425'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 9 INCHES BELOW THE
 FF0425'SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLEVUE NO 1 1959.
 FF0425
 FF0425                          STATION RECOVERY (1995)
 FF0425
 FF0425'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0425'RECOVERED IN GOOD CONDITION.
 FF0425
 FF0425                          STATION RECOVERY (2002)
 FF0425
 FF0425'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0424 ***********************************************************************
 FF0424  DESIGNATION -  BELLEVUE RM 3
 FF0424  PID         -  FF0424
 FF0424  STATE/COUNTY-  TN/SHELBY
 FF0424  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0424
 FF0424                         *CURRENT SURVEY CONTROL
 FF0424  ___________________________________________________________________
 FF0424* NAD 83(1986)-  35 04 29.     (N)    090 01 29.     (W)     SCALED    
 FF0424* NAVD 88     -        76.54   (+/-2cm)     251.1    (feet)  VERTCON   
 FF0424  ___________________________________________________________________
 FF0424  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0424
 FF0424  VERT ORDER  -  THIRD (See Below)
 FF0424
 FF0424.The horizontal coordinates were scaled from a topographic map and have
 FF0424.an estimated accuracy of +/- 6 seconds.
 FF0424
 FF0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0424.The vertical order pertains to the NGVD 29 superseded value.
 FF0424
 FF0424.The geoid height was determined by GEOID03.
 FF0424
 FF0424;                    North         East    Units  Estimated Accuracy
 FF0424;SPC TN       -    89,810.      233,020.      MT  (+/- 180 meters Scaled)
 FF0424
 FF0424                          SUPERSEDED SURVEY CONTROL
 FF0424
 FF0424  NGVD 29 (??/??/??)   76.51   (m)          251.0    (f) RESET       3  
 FF0424
 FF0424.Superseded values are not recommended for survey control.
 FF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0424.See file dsdata.txt to determine how the superseded data were derived.
 FF0424
 FF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712853(NAD 83)
 FF0424_MARKER: DR = REFERENCE MARK DISK
 FF0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0424_STAMPING: BELLEVUE 1959 NO 3 1968
 FF0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0424+STABILITY: SURFACE MOTION
 FF0424
 FF0424  HISTORY     - Date     Condition        Report By
 FF0424  HISTORY     - 1968     MONUMENTED       CGS
 FF0424  HISTORY     - 19950313 GOOD             TN1620
 FF0424
 FF0424                          STATION DESCRIPTION
 FF0424
 FF0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0424'IN MEMPHIS.
 FF0424'THIS MARK IS AT THE BELLEVUE 1959 TRAVERSE STATION SITE, 155
 FF0424'FEET SOUTHEAST OF LAMP POST NO. A252, 113 FEET EAST OF THE
 FF0424'APPROXIMATE CENTER OF THE NORTHBOUND LANES OF INTERSTATE ROUTE
 FF0424'55, 112 FEET NORTHEAST OF LAMP POST NO. A254, 99.72 FEET SOUTH OF
 FF0424'THE STATION MARK, 4.2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 FF0424'AND 0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 FF0424'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 FF0424'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BELLEVUE
 FF0424'1959 NO 3 1968.
 FF0424
 FF0424                          STATION RECOVERY (1995)
 FF0424
 FF0424'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2419 ***********************************************************************
 FE2419  DESIGNATION -  BELLS
 FE2419  PID         -  FE2419
 FE2419  STATE/COUNTY-  TN/CROCKETT
 FE2419  USGS QUAD   -  BELLS (1981)
 FE2419
 FE2419                         *CURRENT SURVEY CONTROL
 FE2419  ___________________________________________________________________
 FE2419* NAD 83(1995)-  35 44 03.62976(N)    089 03 12.90951(W)     ADJUSTED  
 FE2419* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FE2419  ___________________________________________________________________
 FE2419  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FE2419  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2419
 FE2419  HORZ ORDER  -  SECOND
 FE2419
 FE2419.The horizontal coordinates were established by classical geodetic methods
 FE2419.and adjusted by the National Geodetic Survey in April 1999..
 FE2419
 FE2419.The orthometric height was scaled from a topographic map.
 FE2419
 FE2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2419
 FE2419.The geoid height was determined by GEOID03.
 FE2419
 FE2419;                    North         East     Units Scale Factor Converg.
 FE2419;SPC TN       -   159,749.372   323,815.646   MT  0.99994991   -1 47 15.7
 FE2419;SPC TN       -   524,111.06  1,062,385.17   sFT  0.99994991   -1 47 15.7
 FE2419;UTM  16      - 3,956,427.959   314,283.670   MT  1.00002503   -1 11 58.9
 FE2419
 FE2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2419!SPC TN       -   0.99998480  x   0.99994991  =   0.99993471
 FE2419!UTM  16      -   0.99998480  x   1.00002503  =   1.00000983
 FE2419
 FE2419|---------------------------------------------------------------------|
 FE2419| PID    Reference Object                     Distance      Geod. Az  |
 FE2419|                                                           dddmmss.s |
 FE2419| CG3210 BELLS RM 1                           13.122 METERS 06608     |
 FE2419| CG3211 BELLS RM 2                           13.788 METERS 21237     |
 FE2419| FE2407 ALAMO MUNICIPAL TANK                APPROX. 7.6 KM 3131228.9 |
 FE2419| CG3209 BELLS AZ MK                                        3551634.2 |
 FE2419|---------------------------------------------------------------------|
 FE2419
 FE2419                          SUPERSEDED SURVEY CONTROL
 FE2419
 FE2419  NAD 83(1995)-  35 44 03.63449(N)    089 03 12.91259(W) AD(       ) 2
 FE2419  NAD 83(1986)-  35 44 03.64122(N)    089 03 12.91031(W) AD(       ) 2
 FE2419  NAD 27      -  35 44 03.38110(N)    089 03 12.68190(W) AD(       ) 2
 FE2419
 FE2419.Superseded values are not recommended for survey control.
 FE2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2419.See file dsdata.txt to determine how the superseded data were derived.
 FE2419
 FE2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1428456428(NAD 83)
 FE2419_MARKER: DS = TRIANGULATION STATION DISK
 FE2419_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2419
 FE2419  HISTORY     - Date     Condition        Report By
 FE2419  HISTORY     - 1958     MONUMENTED       CGS
 FE2419
 FE2419                          STATION DESCRIPTION
 FE2419
 FE2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2419'THE STATION IS ABOUT 2.3 MILES NORTHEAST OF BELLS, ABOUT 4-1/2 MILES
 FE2419'SOUTHEAST OF ALAMO AND ON PROPERTY OWNED BY J. O.  BOYD. IT IS 16
 FE2419'FEET WEST OF A WHITE WITNESS POST AND 53 FEET NORTHWEST OF THE
 FE2419'CENTERLINE OF U.S. HIGHWAY 70. THE MONUMENT IS 14 INCHES
 FE2419'BELOW THE GROUND AND THE DISK IS STAMPED BELLS 1958.
 FE2419'
 FE2419'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 20 AND
 FE2419'U.S. HIGHWAY 70 IN THE NORTHEAST CORNER OF BELLS, GO NORTHEAST ON
 FE2419'HIGHWAY 70 FOR 2.3 MILES TO A SIDE ROAD NORTH. *CONTINUE NORTHEAST ON
 FE2419'HIGHWAY 70 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FE2419'
 FE2419'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON THE GRAVELED
 FE2419'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2419'
 FE2419'REFERENCE MARK 1 IS 39 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 70
 FE2419'AND 30 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2419'FLUSH AND THE DISK IS STAMPED BELLS NO 1 1958.
 FE2419'
 FE2419'REFERENCE MARK 2 IS 9 FEET NORTHWEST OF THE EDGE OF THE BANK, 38 FEET
 FE2419'NORTHWEST OF THE CENTERLINE OF HIGHWAY 70 AND 54 FEET SOUTHWEST OF
 FE2419'A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2419'BELLS NO 2 1958.
 FE2419'
 FE2419'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT
 FE2419'SOUTH OF A POWERLINE POLE AND 22 FEET EAST OF THE CENTERLINE OF A
 FE2419'GRAVELED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELLS
 FE2419'1958.
 FE2419'
 FE2419'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2525 ***********************************************************************
 GC2525  DESIGNATION -  BELLSBURG
 GC2525  PID         -  GC2525
 GC2525  STATE/COUNTY-  TN/DICKSON
 GC2525  USGS QUAD   -  CHEATHAM DAM (1983)
 GC2525
 GC2525                         *CURRENT SURVEY CONTROL
 GC2525  ___________________________________________________________________
 GC2525* NAD 83(1995)-  36 17 08.01484(N)    087 10 47.24099(W)     ADJUSTED  
 GC2525* NAVD 88     -       201.72   (+/-2cm)     661.8    (feet)  VERTCON   
 GC2525  ___________________________________________________________________
 GC2525  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GC2525  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC2525
 GC2525  HORZ ORDER  -  THIRD
 GC2525  VERT ORDER  -  THIRD ? (See Below)
 GC2525
 GC2525.The horizontal coordinates were established by classical geodetic methods
 GC2525.and adjusted by the National Geodetic Survey in April 1999..
 GC2525
 GC2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2525.The vertical order pertains to the NGVD 29 superseded value.
 GC2525
 GC2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2525
 GC2525.The geoid height was determined by GEOID03.
 GC2525
 GC2525;                    North         East     Units Scale Factor Converg.
 GC2525;SPC TN       -   217,239.298   494,015.430   MT  0.99997937   -0 41 26.5
 GC2525;SPC TN       -   712,725.93  1,620,782.29   sFT  0.99997937   -0 41 26.5
 GC2525;UTM  16      - 4,015,636.943   483,854.641   MT  0.99960321   -0 06 23.0
 GC2525
 GC2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2525!SPC TN       -   0.99997293  x   0.99997937  =   0.99995230
 GC2525!UTM  16      -   0.99997293  x   0.99960321  =   0.99957615
 GC2525
 GC2525|---------------------------------------------------------------------|
 GC2525| PID    Reference Object                     Distance      Geod. Az  |
 GC2525|                                                           dddmmss.s |
 GC2525| CG5579 BELLSBURG RM 1                       15.283 METERS 00532     |
 GC2525| CG5578 BELLSBURG AZ MK                                    0981159.8 |
 GC2525| CG5580 BELLSBURG RM 2                       13.581 METERS 12704     |
 GC2525|---------------------------------------------------------------------|
 GC2525
 GC2525                          SUPERSEDED SURVEY CONTROL
 GC2525
 GC2525  NAD 83(1995)-  36 17 08.01638(N)    087 10 47.24312(W) AD(       ) 3
 GC2525  NAD 83(1995)-  36 17 08.01825(N)    087 10 47.24431(W) AD(       ) 3
 GC2525  NAD 83(1986)-  36 17 08.02469(N)    087 10 47.24408(W) AD(       ) 3
 GC2525  NAD 27      -  36 17 07.82800(N)    087 10 47.22500(W) AD(       ) 3
 GC2525  NGVD 29 (07/19/86)  201.77   (m)          662.0    (f) LEVELING    3  
 GC2525
 GC2525.Superseded values are not recommended for survey control.
 GC2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2525.See file dsdata.txt to determine how the superseded data were derived.
 GC2525
 GC2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8385515637(NAD 83)
 GC2525_MARKER: DS = TRIANGULATION STATION DISK
 GC2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2525
 GC2525  HISTORY     - Date     Condition        Report By
 GC2525  HISTORY     - 1953     MONUMENTED       CGS
 GC2525
 GC2525                          STATION DESCRIPTION
 GC2525
 GC2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2525'STATION IS LOCATED 7 MILES WEST OF ASHLAND CITY ON THE NORTH SIDE OF
 GC2525'STATE HIGHWAY 49 AND ON PROPERTY OWNED BY MR. HERMAN A.
 GC2525'BALL.  IT IS 187 FEET NORTH OF THE CENTER OF THE HIGHWAY, 71 FEET
 GC2525'EAST OF THE SOUTHEAST CORNER OF A HOUSE AND 47 FEET WEST OF
 GC2525'THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 GC2525'STAMPED BELLSBURG 1953.
 GC2525'
 GC2525'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC2525'AND 16 FEET NORTHEAST OF THE CENTER OF AN ENTRANCE DRIVE.
 GC2525'THE MARK IS FLUSH AND THE DISK IS STAMPED BELLSBURG NO. 1 1953.
 GC2525'
 GC2525'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC2525'AND 18 FEET NORTHEAST OF A 36 INCH MAPLE TREE.  THE MARK IS FLUSH
 GC2525'AND THE DISK IS STAMPED BELLSBURG NO. 2 1953.
 GC2525'
 GC2525'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF HIGHWAY 49, 5 FEET
 GC2525'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 GC2525'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BELLSBURG 1953.
 GC2525'
 GC2525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2525'ASHLAND CITY, GO SOUTHWEST ON HIGHWAY 49 FOR 7.05 MILES TO THE
 GC2525'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR
 GC2525'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2525'
 GC2525'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2146 ***********************************************************************
 GC2146  DESIGNATION -  BELLWOOD
 GC2146  PID         -  GC2146
 GC2146  STATE/COUNTY-  TN/WILSON
 GC2146  USGS QUAD   -  BELLWOOD (1994)
 GC2146
 GC2146                         *CURRENT SURVEY CONTROL
 GC2146  ___________________________________________________________________
 GC2146* NAD 83(1995)-  36 17 25.48161(N)    086 08 20.21325(W)     ADJUSTED  
 GC2146* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 GC2146  ___________________________________________________________________
 GC2146  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GC2146  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2146
 GC2146  HORZ ORDER  -  SECOND
 GC2146
 GC2146.The horizontal coordinates were established by classical geodetic methods
 GC2146.and adjusted by the National Geodetic Survey in April 1999..
 GC2146
 GC2146.The orthometric height was scaled from a topographic map.
 GC2146
 GC2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2146
 GC2146.The geoid height was determined by GEOID03.
 GC2146
 GC2146;                    North         East     Units Scale Factor Converg.
 GC2146;SPC TN       -   217,147.708   587,518.272   MT  0.99998004   -0 04 52.8
 GC2146;SPC TN       -   712,425.44  1,927,549.53   sFT  0.99998004   -0 04 52.8
 GC2146;UTM  16      - 4,016,504.012   577,319.909   MT  0.99967366   +0 30 34.8
 GC2146
 GC2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2146!SPC TN       -   0.99995706  x   0.99998004  =   0.99993710
 GC2146!UTM  16      -   0.99995706  x   0.99967366  =   0.99963074
 GC2146
 GC2146:                Primary Azimuth Mark                     Grid Az
 GC2146:SPC TN       -  TROUSDALE                                025 06 21.8
 GC2146:UTM  16      -  TROUSDALE                                024 30 54.2
 GC2146
 GC2146|---------------------------------------------------------------------|
 GC2146| PID    Reference Object                     Distance      Geod. Az  |
 GC2146|                                                           dddmmss.s |
 GC2146| GC2143 TROUSDALE                           APPROX.10.1 KM 0250129.0 |
 GC2146| CG5581 BELLWOOD RM 1                        16.878 METERS 21933     |
 GC2146| CG5582 BELLWOOD RM 2                        15.858 METERS 34516     |
 GC2146|---------------------------------------------------------------------|
 GC2146
 GC2146                          SUPERSEDED SURVEY CONTROL
 GC2146
 GC2146  NAD 83(1995)-  36 17 25.48330(N)    086 08 20.21471(W) AD(       ) 2
 GC2146  NAD 83(1995)-  36 17 25.48891(N)    086 08 20.21856(W) AD(       ) 2
 GC2146  NAD 83(1986)-  36 17 25.49146(N)    086 08 20.21506(W) AD(       ) 2
 GC2146  NAD 27      -  36 17 25.30100(N)    086 08 20.26400(W) AD(       ) 2
 GC2146
 GC2146.Superseded values are not recommended for survey control.
 GC2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2146.See file dsdata.txt to determine how the superseded data were derived.
 GC2146
 GC2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7732016504(NAD 83)
 GC2146_MARKER: DS = TRIANGULATION STATION DISK
 GC2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2146
 GC2146  HISTORY     - Date     Condition        Report By
 GC2146  HISTORY     - 1950     MONUMENTED       CGS
 GC2146
 GC2146                          STATION DESCRIPTION
 GC2146
 GC2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2146'STATION IS LOCATED ON A HIGH TIMBERED RIDGE, ABOUT 11 MILES WEST OF
 GC2146'CARTHAGE AND 7 MILES SOUTH OF HARTSVILLE, ON LAND OWNED BY JAMES
 GC2146'HARDING.  IT IS 36 FEET WEST OF A TRIANGLE BLAZED ON A 20 INCH OAK
 GC2146'TREE, 33 FEET SOUTH OF A 15 INCH LOCUST TREE, 27 FEET NORTH OF
 GC2146'AN 18 INCH OAK TREE AND 10 FEET NORTHEAST OF A WHITE WITNESS POST.
 GC2146'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2146'BELLWOOD 1950.
 GC2146'
 GC2146'REFERENCE MARK NO. 1 IS 13 FEET WEST OF A 30 INCH OAK TREE AND 11
 GC2146'FEET EAST OF A 24 INCH OAK TREE.  THE DISK IS SET IN BED ROCK,
 GC2146'FLUSH WITH THE GROUND AND IS STAMPED BELLWOOD NO 1 1950.
 GC2146'
 GC2146'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A 30 INCH OAK TREE AND 25
 GC2146'FEET NORTH OF A 15 INCH LOCUST TREE.  THE DISK IS SET IN BED ROCK,
 GC2146'FLUSH WITH THE GROUND AND IS STAMPED BELLWOOD NO 2 1950.
 GC2146'
 GC2146'STATIONS HARTSVILLE AND TROUSDALE ARE VISIBLE FROM THE GROUND AND CAN
 GC2146'BE USED AS AN AZIMUTH MARK.
 GC2146'
 GC2146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GC2146'HIGHWAY 25 AT THE SOUTH END OF THE BRIDGE OVER THE CUMBERLAND RIVER
 GC2146'IN CARTHAGE, GO WEST ON U.S. HIGHWAY 70N FOR 10.2 MILES TO THE
 GC2146'SMITH-WILSON COUNTY LINE, CONTINUE ON THE HIGHWAY FOR 1.7 MILES TO
 GC2146'A CROSSROAD, TURN RIGHT AND GO 0.7 MILE TO A T-ROAD INTERSECTION IN
 GC2146'BELLWOOD, TURN LEFT AND GO 0.35 MILE TO A T-ROAD RIGHT, TURN RIGHT
 GC2146'AND GO 1.7 MILES TO A FORK RIGHT, TURN RIGHT AND GO 0.4 MILE TO A
 GC2146'T-ROAD RIGHT, TURN RIGHT AND GO 1.1 MILES TO TRIANGLE BLAZED ON
 GC2146'A 12 INCH CEDAR TREE AND A DIM WOODS ROAD LEFT AND END OF TRUCK
 GC2146'TRAVEL, TURN LEFT AND FOLLOW TRACK ROAD 0.8 MILE TO THE HIGHEST RIDGE
 GC2146'AND THE STATION AS DESCRIBED.  A FOUR WHEEL DRIVE TRUCK CAN BE
 GC2146'DRIVEN TO THE STATION.
 GC2146'
 GC2146'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2348 ***********************************************************************
 FE2348  DESIGNATION -  BEMIS BROS BAG COMPANY TANK
 FE2348  PID         -  FE2348
 FE2348  STATE/COUNTY-  TN/MADISON
 FE2348  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2348
 FE2348                         *CURRENT SURVEY CONTROL
 FE2348  ___________________________________________________________________
 FE2348* NAD 83(1995)-  35 34 30.13531(N)    088 49 18.00455(W)     ADJUSTED  
 FE2348* NAVD 88     -                                                        
 FE2348  ___________________________________________________________________
 FE2348  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FE2348  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2348
 FE2348  HORZ ORDER  -  THIRD
 FE2348
 FE2348.The horizontal coordinates were established by classical geodetic methods
 FE2348.and adjusted by the National Geodetic Survey in April 1999..
 FE2348
 FE2348
 FE2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2348
 FE2348.The geoid height was determined by GEOID03.
 FE2348
 FE2348;                    North         East     Units Scale Factor Converg.
 FE2348;SPC TN       -   141,452.711   344,276.127   MT  0.99995856   -1 39 06.9
 FE2348;SPC TN       -   464,082.77  1,129,512.59   sFT  0.99995856   -1 39 06.9
 FE2348;UTM  16      - 3,938,342.498   334,932.016   MT  0.99993578   -1 03 36.1
 FE2348
 FE2348                          SUPERSEDED SURVEY CONTROL
 FE2348
 FE2348  NAD 83(1995)-  35 34 30.14046(N)    088 49 18.00939(W) AD(       ) 4
 FE2348  NAD 83(1986)-  35 34 30.14692(N)    088 49 18.00545(W) AD(       ) 4
 FE2348  NAD 27      -  35 34 29.88400(N)    088 49 17.80100(W) AD(       ) 3
 FE2348
 FE2348.Superseded values are not recommended for survey control.
 FE2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2348.See file dsdata.txt to determine how the superseded data were derived.
 FE2348
 FE2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3493238342(NAD 83)
 FE2348_MARKER: 53 = ELEVATED TANK
 FE2348
 FE2348  HISTORY     - Date     Condition        Report By
 FE2348  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2348
 FE2348                          STATION DESCRIPTION
 FE2348
 FE2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2348'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE BEMIS
 FE2348'BROTHERS BAG COMPANY LOCATED ABOUT 200 FEET SOUTH OF THE COMPANY
 FE2348'OFFICE BUILDING IN THE EASTERN SECTION OF BEMIS.  IT IS A STEEL TANK
 FE2348'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND PAINTED SILVER WITH THE
 FE2348'NAME BEMIS PAINTED IN BLACK LETTERS ON THE EAST SIDE.  THE HEIGHT IS
 FE2348'ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1492 ***********************************************************************
 GC1492  DESIGNATION -  BEND
 GC1492  PID         -  GC1492
 GC1492  STATE/COUNTY-  TN/CHEATHAM
 GC1492  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1492
 GC1492                         *CURRENT SURVEY CONTROL
 GC1492  ___________________________________________________________________
 GC1492* NAD 83(1995)-  36 05 17.64122(N)    087 04 13.67667(W)     ADJUSTED  
 GC1492* NAVD 88     -       191.185  (meters)     627.25   (feet)  ADJUSTED  
 GC1492  ___________________________________________________________________
 GC1492  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC1492  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1492  DYNAMIC HT  -         191.021 (meters)     626.71  (feet)  COMP
 GC1492  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC1492
 GC1492  HORZ ORDER  -  SECOND
 GC1492  VERT ORDER  -  SECOND    CLASS 0
 GC1492
 GC1492.The horizontal coordinates were established by classical geodetic methods
 GC1492.and adjusted by the National Geodetic Survey in April 1999..
 GC1492
 GC1492.The orthometric height was determined by differential leveling
 GC1492.and adjusted by the National Geodetic Survey in June 1991..
 GC1492
 GC1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1492
 GC1492.The geoid height was determined by GEOID03.
 GC1492
 GC1492.The dynamic height is computed by dividing the NAVD 88
 GC1492.geopotential number by the normal gravity value computed on the
 GC1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1492.degrees latitude (g = 980.6199 gals.).
 GC1492
 GC1492.The modeled gravity was interpolated from observed gravity values.
 GC1492
 GC1492;                    North         East     Units Scale Factor Converg.
 GC1492;SPC TN       -   195,232.627   503,596.441   MT  0.99995821   -0 37 36.1
 GC1492;SPC TN       -   640,525.71  1,652,215.99   sFT  0.99995821   -0 37 36.1
 GC1492;UTM  16      - 3,993,737.227   493,656.172   MT  0.99960050   -0 02 29.4
 GC1492
 GC1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1492!SPC TN       -   0.99997454  x   0.99995821  =   0.99993275
 GC1492!UTM  16      -   0.99997454  x   0.99960050  =   0.99957505
 GC1492
 GC1492|---------------------------------------------------------------------|
 GC1492| PID    Reference Object                     Distance      Geod. Az  |
 GC1492|                                                           dddmmss.s |
 GC1492| GC1493 BEND RM 1                            10.163 METERS 08116     |
 GC1492| GC1489 KNOLL                               APPROX. 0.9 KM 2603836.6 |
 GC1492| GC1491 BEND RM 2                            10.540 METERS 27012     |
 GC1492|---------------------------------------------------------------------|
 GC1492
 GC1492                          SUPERSEDED SURVEY CONTROL
 GC1492
 GC1492  NAD 83(1995)-  36 05 17.64308(N)    087 04 13.67918(W) AD(       ) 2
 GC1492  NAD 83(1995)-  36 05 17.64396(N)    087 04 13.67940(W) AD(       ) 2
 GC1492  NAD 83(1986)-  36 05 17.65169(N)    087 04 13.67981(W) AD(       ) 2
 GC1492  NAD 27      -  36 05 17.43460(N)    087 04 13.66350(W) AD(       ) 2
 GC1492  NGVD 29 (??/??/92)  191.202  (m)          627.30   (f) ADJ UNCH    2 0
 GC1492
 GC1492.Superseded values are not recommended for survey control.
 GC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1492.See file dsdata.txt to determine how the superseded data were derived.
 GC1492
 GC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9365693737(NAD 83)
 GC1492_MARKER: DE = TRAVERSE STATION DISK
 GC1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1492_STAMPING: BEND 1959
 GC1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1492+STABILITY: SURFACE MOTION
 GC1492
 GC1492  HISTORY     - Date     Condition        Report By
 GC1492  HISTORY     - 1959     MONUMENTED       CGS
 GC1492  HISTORY     - 1959     GOOD             CGS
 GC1492
 GC1492                          STATION DESCRIPTION
 GC1492
 GC1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1492'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY ON INTERSTATE
 GC1492'HIGHWAY NO. 40, ABOUT 3 MILES SOUTHEAST OF KINGSTON SPRINGS, ABOUT
 GC1492'2 MILES SOUTHWEST OF PEGRAM AND ABOUT 0.1 MILE NORTHWEST OF THE SEARS
 GC1492'FAMILY CEMETERY.
 GC1492'
 GC1492'TO REACH THE STATION FROM THE PEGRAM COMMUNITY HALL IN THE SMALL
 GC1492'VILLAGE OF PEGRAM, GO SOUTH AND WEST ON A BLACK TOPPED ROAD FOR 0.85
 GC1492'MILE TO THE END OF THE BLACK TOP AND A SIDE ROAD ON THE LEFT. HERE
 GC1492'TURN LEFT AND GO SOUTH ON A GRADED ROAD, FOR 0.8 MILE TO
 GC1492'A BOARD GATE, PASS THROUGH THIS GATE AND CONTINUE SOUTH FOR 0.1 MILE
 GC1492'TO THE NORTH EDGE OF INTERSTATE HIGHWAY NO. 40, TURN RIGHT AND
 GC1492'FOLLOW ALONG THE RIGHT-OF-WAY FENCE EAST FOR 0.1 MILE AND THE STATION
 GC1492'AS DESCRIBED.
 GC1492'
 GC1492'THE STATION MARK IS 17 FEET NORTH OF THE NORTH BANK OF THE HIGHWAY
 GC1492'CUT, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 4.5 FEET
 GC1492'SOUTH-SOUTHEAST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC1492'STAMPED BEND 1959 AND SET IN A CONCRETE MONUMENT FLUSH WITH THE
 GC1492'GROUND. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GC1492'
 GC1492'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE NORTH BANK OF THE
 GC1492'HIGHWAY CUT, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND ABOUT THE
 GC1492'SAME ELEVATION AS THE STATION. THE DISK IS STAMPED BEND NO 1 1959 AND
 GC1492'IS SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1492'
 GC1492'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE NORTH BANK OF THE
 GC1492'HIGHWAY CUT, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND ABOUT THE
 GC1492'SAME ELEVATION AS THE STATION. THE DISK IS STAMPED BEND NO 2 1959 AND
 GC1492'IS SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1492'
 GC1492'TRAVERSE STATION KNOLL WAS USED AS AN AZIMUTH MARK. SEE DESCRIPTION
 GC1492'THEREOF.
 GC1492'
 GC1492'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GC1492
 GC1492                          STATION RECOVERY (1959)
 GC1492
 GC1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1492'3.2 MI SE FROM KINGSTON SPRINGS.
 GC1492'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1492'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1492'ROAD, THENCE 1.5 MILE EAST ON THE INTERSTATE HIGHWAY ON THE CREST
 GC1492'OF A HILL, 17 FT. NORTH OF THE NORTH BANK OF THE HIGHWAY CUT, 5
 GC1492'FT. SOUTH OF THE RIGHT OF WAY FENCE AND 4.5 FT. SOUTH-SOUTHEAST
 GC1492'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC1492'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3525 ***********************************************************************
 GA3525  DESIGNATION -  BEND
 GA3525  PID         -  GA3525
 GA3525  STATE/COUNTY-  TN/GRAINGER
 GA3525  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3525
 GA3525                         *CURRENT SURVEY CONTROL
 GA3525  ___________________________________________________________________
 GA3525* NAD 83(1995)-  36 23 16.62655(N)    083 26 50.45042(W)     ADJUSTED  
 GA3525* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 GA3525  ___________________________________________________________________
 GA3525  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GA3525  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA3525
 GA3525  HORZ ORDER  -  SECOND
 GA3525
 GA3525.The horizontal coordinates were established by classical geodetic methods
 GA3525.and adjusted by the National Geodetic Survey in April 1999..
 GA3525
 GA3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3525
 GA3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3525
 GA3525.The geoid height was determined by GEOID03.
 GA3525
 GA3525;                    North         East     Units Scale Factor Converg.
 GA3525;SPC TN       -   230,948.884   828,996.922   MT  0.99999503   +1 29 39.9
 GA3525;SPC TN       -   757,704.80  2,719,800.73   sFT  0.99999503   +1 29 39.9
 GA3525;UTM  17      - 4,029,761.550   280,491.858   MT  1.00019370   -1 27 08.9
 GA3525
 GA3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3525!SPC TN       -   0.99994755  x   0.99999503  =   0.99994258
 GA3525!UTM  17      -   0.99994755  x   1.00019370  =   1.00014124
 GA3525
 GA3525|---------------------------------------------------------------------|
 GA3525| PID    Reference Object                     Distance      Geod. Az  |
 GA3525|                                                           dddmmss.s |
 GA3525| DB8719 BEND RM 1                                          00730     |
 GA3525| DB8720 BEND RM 2                                          17144     |
 GA3525| GA2108 BEND AZ MK                          APPROX. 1.0 KM 3301430.1 |
 GA3525|---------------------------------------------------------------------|
 GA3525
 GA3525                          SUPERSEDED SURVEY CONTROL
 GA3525
 GA3525  NAD 83(1995)-  36 23 16.62963(N)    083 26 50.45320(W) AD(       ) 2
 GA3525  NAD 83(1995)-  36 23 16.63111(N)    083 26 50.44537(W) AD(       ) 2
 GA3525  NAD 83(1995)-  36 23 16.63408(N)    083 26 50.45202(W) AD(       ) 2
 GA3525  NAD 83(1986)-  36 23 16.63608(N)    083 26 50.45187(W) AD(       ) 2
 GA3525  NAD 27      -  36 23 16.32215(N)    083 26 50.80938(W) AD(       ) 2
 GA3525  NGVD 29 (07/19/86)  365.3    (m)         1198.     (f) VERT ANG       
 GA3525
 GA3525.Superseded values are not recommended for survey control.
 GA3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3525.See file dsdata.txt to determine how the superseded data were derived.
 GA3525
 GA3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8049229762(NAD 83)
 GA3525_MARKER: DD = SURVEY DISK
 GA3525_SETTING: 66 = SET IN ROCK OUTCROP
 GA3525_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GA3525
 GA3525  HISTORY     - Date     Condition        Report By
 GA3525  HISTORY     - 1963     MONUMENTED       TNHD
 GA3525
 GA3525                          STATION DESCRIPTION
 GA3525
 GA3525'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3525'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY
 GA3525'25E AT THE TOP OF A HIGHWAY
 GA3525'CUT ABOUT 3 MILES NORTHWEST OF THORN HILL.
 GA3525'
 GA3525'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA3525'NORTHWESTERLY ON U.  S.
 GA3525'HIGHWAY 25E FOR 3.2 MILES TO THE STATION ON THE RIGHT AT TOP
 GA3525'OF ROCK BANK OF DEE CUT.
 GA3525'
 GA3525'THE STATION MARK IS 20 FEET WEST OF A WIRE FENCE AND 8 FEET EAST OF
 GA3525'THE EDGE OF THE CUT BANK.
 GA3525'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3525'CEMENTED IN A DRILL HOLE IN
 GA3525'OUTCROPPING BEDROCK AND THE DISK IS
 GA3525'STAMPED BEND 1963.
 GA3525'
 GA3525'REFERENCE MARK 1 IS 18 FT. WEST OF A WIRE FENCE AND 7 FEET EAST
 GA3525'OF THE EDGE
 GA3525'OF THE CUT BANK.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3525'CEMENTED IN A
 GA3525'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA3525'STAMPED BEND RM-2 1963.
 GA3525'
 GA3525'REFERENCE MARK NO. 2 IS 21 FEET NORTHWEST OF A TRIPLE-TRUNKED OAK
 GA3525'TREE, 14 FEET WEST OF A WIRE
 GA3525'FENCE AND 5 FEET EAST OF THE EDGE OF THE CUT BANK.  IT
 GA3525'IS A STANDARD TENNESSEE HIGHWAY
 GA3525'DEPARTMENT DISK CEMENTED IN A DRILL
 GA3525'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA3525'STAMPED BEND RM-2 1963.
 GA3525'
 GA3525'THE AZIMUTH MARK IS 46 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.
 GA3525'S.  HIGHWAY 25E, 19
 GA3525'FEET WEST OF A 20-INCH PINE TREE, 14 FEET SOUTHEAST
 GA3525'OF A 14-INCH BIRCH TREE, AND 3.5
 GA3525'FEET SOUTHWEST OF A METAL WITNESS
 GA3525'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3525'DEPARTMENT DISK
 GA3525'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3525'STAMPED BEND AZI
 GA3525'1963.
 GA3525'
 GA3525'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON U.
 GA3525'S.  HIGHWAY 25E FOR
 GA3525'0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GA3525'
 GA3525'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2108 ***********************************************************************
 GA2108  DESIGNATION -  BEND AZ MK
 GA2108  PID         -  GA2108
 GA2108  STATE/COUNTY-  TN/GRAINGER
 GA2108  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2108
 GA2108                         *CURRENT SURVEY CONTROL
 GA2108  ___________________________________________________________________
 GA2108* NAD 83(1995)-  36 23 46.06778(N)    083 27 11.27177(W)     ADJUSTED  
 GA2108* NAVD 88     -       320.514  (meters)    1051.55   (feet)  ADJUSTED  
 GA2108  ___________________________________________________________________
 GA2108  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GA2108  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2108  DYNAMIC HT  -         320.227 (meters)    1050.61  (feet)  COMP
 GA2108  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GA2108
 GA2108  HORZ ORDER  -  SECOND
 GA2108  VERT ORDER  -  SECOND    CLASS 0
 GA2108
 GA2108.The horizontal coordinates were established by classical geodetic methods
 GA2108.and adjusted by the National Geodetic Survey in April 1999..
 GA2108
 GA2108.The orthometric height was determined by differential leveling
 GA2108.and adjusted by the National Geodetic Survey in June 1991..
 GA2108
 GA2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2108
 GA2108.The geoid height was determined by GEOID03.
 GA2108
 GA2108.The dynamic height is computed by dividing the NAVD 88
 GA2108.geopotential number by the normal gravity value computed on the
 GA2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2108.degrees latitude (g = 980.6199 gals.).
 GA2108
 GA2108.The modeled gravity was interpolated from observed gravity values.
 GA2108
 GA2108;                    North         East     Units Scale Factor Converg.
 GA2108;SPC TN       -   231,842.551   828,454.573   MT  0.99999642   +1 29 27.7
 GA2108;SPC TN       -   760,636.77  2,718,021.38   sFT  0.99999642   +1 29 27.7
 GA2108;UTM  17      - 4,030,682.102   279,996.074   MT  1.00019638   -1 27 22.3
 GA2108
 GA2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2108!SPC TN       -   0.99995455  x   0.99999642  =   0.99995097
 GA2108!UTM  17      -   0.99995455  x   1.00019638  =   1.00015092
 GA2108
 GA2108                          SUPERSEDED SURVEY CONTROL
 GA2108
 GA2108  NAD 83(1995)-  36 23 46.07088(N)    083 27 11.27453(W) AD(       ) 2
 GA2108  NAD 83(1995)-  36 23 46.07224(N)    083 27 11.26694(W) AD(       ) 2
 GA2108  NAD 83(1995)-  36 23 46.07549(N)    083 27 11.27325(W) AD(       ) 2
 GA2108  NAD 83(1986)-  36 23 46.07747(N)    083 27 11.27307(W) AD(       ) 2
 GA2108  NAD 27      -  36 23 45.76447(N)    083 27 11.62902(W) AD(       ) 2
 GA2108  NGVD 29 (??/??/??)  320.69   (m)         1052.1    (f) RESET       3  
 GA2108
 GA2108.Superseded values are not recommended for survey control.
 GA2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2108.See file dsdata.txt to determine how the superseded data were derived.
 GA2108
 GA2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7999630682(NAD 83)
 GA2108_MARKER: DD = SURVEY DISK
 GA2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2108_STAMPING: BEND AZI 1963
 GA2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2108+STABILITY: SURFACE MOTION
 GA2108
 GA2108  HISTORY     - Date     Condition        Report By
 GA2108  HISTORY     - 1963     MONUMENTED       TNHD
 GA2108  HISTORY     - 1963     GOOD             TNGS
 GA2108
 GA2108                          STATION DESCRIPTION
 GA2108
 GA2108'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2108'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2108'NORTHWESTERLY ON U.  S.
 GA2108'HIGHWAY 25E FOR 3.8 MILES TO THE STATION ON THE RIGHT.
 GA2108'
 GA2108'THE MARK IS 46 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.
 GA2108'S.  HIGHWAY 25E, 19
 GA2108'FEET WEST OF A 20-INCH PINE TREE, 14 FEET SOUTHEAST
 GA2108'OF A 14-INCH BIRCH TREE, AND 3.5
 GA2108'FEET SOUTHWEST OF A METAL WITNESS
 GA2108'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2108'DEPARTMENT DISK
 GA2108'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2108'STAMPED BEND AZI
 GA2108'1963.
 GA2108
 GA2108                          STATION RECOVERY (1963)
 GA2108
 GA2108'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2108'3.8 MI NW FROM THORN HILL.
 GA2108'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2108'25E FOR 3.8 MILES TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK
 GA2108'IS 46 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E,
 GA2108'19 FEET WEST OF A 20-INCH PINE TREE, 14 FEET SOUTHEAST OF A
 GA2108'14-INCH BIRCH TREE AND 3.5 FEET SOUTHWEST OF A WITNESS POST.
 GA2108'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2108'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2108'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1493 ***********************************************************************
 GC1493  DESIGNATION -  BEND RM 1
 GC1493  PID         -  GC1493
 GC1493  STATE/COUNTY-  TN/CHEATHAM
 GC1493  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1493
 GC1493                         *CURRENT SURVEY CONTROL
 GC1493  ___________________________________________________________________
 GC1493* NAD 83(1986)-  36 05 17.     (N)    087 04 13.     (W)     SCALED    
 GC1493* NAVD 88     -       191.141  (meters)     627.10   (feet)  ADJUSTED  
 GC1493  ___________________________________________________________________
 GC1493  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1493  DYNAMIC HT  -         190.976 (meters)     626.56  (feet)  COMP
 GC1493  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC1493
 GC1493  VERT ORDER  -  SECOND    CLASS 0
 GC1493
 GC1493.The horizontal coordinates were scaled from a topographic map and have
 GC1493.an estimated accuracy of +/- 6 seconds.
 GC1493
 GC1493.The orthometric height was determined by differential leveling
 GC1493.and adjusted by the National Geodetic Survey in June 1991..
 GC1493
 GC1493.The geoid height was determined by GEOID03.
 GC1493
 GC1493.The dynamic height is computed by dividing the NAVD 88
 GC1493.geopotential number by the normal gravity value computed on the
 GC1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1493.degrees latitude (g = 980.6199 gals.).
 GC1493
 GC1493.The modeled gravity was interpolated from observed gravity values.
 GC1493
 GC1493;                    North         East    Units  Estimated Accuracy
 GC1493;SPC TN       -   195,210.      503,610.      MT  (+/- 180 meters Scaled)
 GC1493
 GC1493                          SUPERSEDED SURVEY CONTROL
 GC1493
 GC1493  NGVD 29 (??/??/92)  191.158  (m)          627.16   (f) ADJ UNCH    2 0
 GC1493
 GC1493.Superseded values are not recommended for survey control.
 GC1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1493.See file dsdata.txt to determine how the superseded data were derived.
 GC1493
 GC1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE936937(NAD 83)
 GC1493_MARKER: DR = REFERENCE MARK DISK
 GC1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1493_STAMPING: BEND NO 1 1959
 GC1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1493+STABILITY: SURFACE MOTION
 GC1493
 GC1493  HISTORY     - Date     Condition        Report By
 GC1493  HISTORY     - 1959     MONUMENTED       CGS
 GC1493
 GC1493                          STATION DESCRIPTION
 GC1493
 GC1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1493'3.2 MI SE FROM KINGSTON SPRINGS.
 GC1493'THIS MARK IS LOCATED AT THE BEND 1959 STATION SITE, 33.3 FT.
 GC1493'EAST OF THE STATION MARK, 22 FT. NORTH OF THE NORTH BANK OF THE
 GC1493'HIGHWAY CUT AND 2 FT. SOUTH OF THE RIGHT OF WAY FENCE, A DISK SET
 GC1493'IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF
 GC1493'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1491 ***********************************************************************
 GC1491  DESIGNATION -  BEND RM 2
 GC1491  PID         -  GC1491
 GC1491  STATE/COUNTY-  TN/CHEATHAM
 GC1491  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1491
 GC1491                         *CURRENT SURVEY CONTROL
 GC1491  ___________________________________________________________________
 GC1491* NAD 83(1986)-  36 05 17.     (N)    087 04 13.     (W)     SCALED    
 GC1491* NAVD 88     -       191.150  (meters)     627.13   (feet)  ADJUSTED  
 GC1491  ___________________________________________________________________
 GC1491  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1491  DYNAMIC HT  -         190.985 (meters)     626.59  (feet)  COMP
 GC1491  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC1491
 GC1491  VERT ORDER  -  SECOND    CLASS 0
 GC1491
 GC1491.The horizontal coordinates were scaled from a topographic map and have
 GC1491.an estimated accuracy of +/- 6 seconds.
 GC1491
 GC1491.The orthometric height was determined by differential leveling
 GC1491.and adjusted by the National Geodetic Survey in June 1991..
 GC1491
 GC1491.The geoid height was determined by GEOID03.
 GC1491
 GC1491.The dynamic height is computed by dividing the NAVD 88
 GC1491.geopotential number by the normal gravity value computed on the
 GC1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1491.degrees latitude (g = 980.6199 gals.).
 GC1491
 GC1491.The modeled gravity was interpolated from observed gravity values.
 GC1491
 GC1491;                    North         East    Units  Estimated Accuracy
 GC1491;SPC TN       -   195,210.      503,610.      MT  (+/- 180 meters Scaled)
 GC1491
 GC1491                          SUPERSEDED SURVEY CONTROL
 GC1491
 GC1491  NGVD 29 (??/??/92)  191.167  (m)          627.19   (f) ADJ UNCH    2 0
 GC1491
 GC1491.Superseded values are not recommended for survey control.
 GC1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1491.See file dsdata.txt to determine how the superseded data were derived.
 GC1491
 GC1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE936937(NAD 83)
 GC1491_MARKER: DR = REFERENCE MARK DISK
 GC1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1491_STAMPING: BEND NO 2 1959
 GC1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1491+STABILITY: SURFACE MOTION
 GC1491
 GC1491  HISTORY     - Date     Condition        Report By
 GC1491  HISTORY     - 1959     MONUMENTED       CGS
 GC1491
 GC1491                          STATION DESCRIPTION
 GC1491
 GC1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1491'3.2 MI SE FROM KINGSTON SPRINGS.
 GC1491'THIS MARK IS LOCATED AT THE BEND 1959 STATION SITE, 34.6 FT. WEST
 GC1491'OF THE STATION MARK, 22 FT. NORTH OF THE NORTH BANK OF THE
 GC1491'HIGHWAY CUT, AND 2 FT. SOUTH OF THE RIGHT OF WAY FENCE, A DISK
 GC1491'SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE
 GC1491'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0383 ***********************************************************************
 FF0383  DESIGNATION -  BENDER
 FF0383  PID         -  FF0383
 FF0383  STATE/COUNTY-  TN/SHELBY
 FF0383  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0383
 FF0383                         *CURRENT SURVEY CONTROL
 FF0383  ___________________________________________________________________
 FF0383* NAD 83(1995)-  35 01 08.86677(N)    090 00 04.07910(W)     ADJUSTED  
 FF0383* NAVD 88     -        91.779  (meters)     301.11   (feet)  ADJUSTED  
 FF0383  ___________________________________________________________________
 FF0383  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FF0383  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0383  DYNAMIC HT  -          91.693 (meters)     300.83  (feet)  COMP
 FF0383  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FF0383
 FF0383  HORZ ORDER  -  SECOND
 FF0383  VERT ORDER  -  SECOND    CLASS 0
 FF0383
 FF0383.The horizontal coordinates were established by classical geodetic methods
 FF0383.and adjusted by the National Geodetic Survey in April 1999..
 FF0383
 FF0383.The orthometric height was determined by differential leveling
 FF0383.and adjusted by the National Geodetic Survey in June 1991..
 FF0383
 FF0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0383
 FF0383.The geoid height was determined by GEOID03.
 FF0383
 FF0383.The dynamic height is computed by dividing the NAVD 88
 FF0383.geopotential number by the normal gravity value computed on the
 FF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0383.degrees latitude (g = 980.6199 gals.).
 FF0383
 FF0383.The modeled gravity was interpolated from observed gravity values.
 FF0383
 FF0383;                    North         East     Units Scale Factor Converg.
 FF0383;SPC TN       -    83,554.462   234,912.827   MT  1.00004876   -2 20 32.7
 FF0383;SPC TN       -   274,128.26    770,709.83   sFT  1.00004876   -2 20 32.7
 FF0383;SPC MS W     -   612,045.719   730,317.436   MT  0.99996132   +0 11 26.3
 FF0383;SPC MS W     - 2,008,020.00  2,396,049.79   sFT  0.99996132   +0 11 26.3
 FF0383;UTM  15      - 3,879,275.993   773,630.861   MT  1.00052289   +1 43 19.1
 FF0383;UTM  16      - 3,879,282.214   226,162.298   MT  1.00052429   -1 43 23.8
 FF0383
 FF0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0383!SPC TN       -   0.99998989  x   1.00004876  =   1.00003865
 FF0383!SPC MS W     -   0.99998989  x   0.99996132  =   0.99995121
 FF0383!UTM  15      -   0.99998989  x   1.00052289  =   1.00051277
 FF0383!UTM  16      -   0.99998989  x   1.00052429  =   1.00051417
 FF0383
 FF0383|---------------------------------------------------------------------|
 FF0383| PID    Reference Object                     Distance      Geod. Az  |
 FF0383|                                                           dddmmss.s |
 FF0383| FF0385 BENDER RM 1                          22.287 METERS 04906     |
 FF0383| FF0384 BENDER RM 2                          20.828 METERS 11712     |
 FF0383| FF0386 BENDER AZ MK                        APPROX. 0.6 KM 1813222.0 |
 FF0383| EH0228 HUDGINS RESET                       APPROX. 2.4 KM 1815920.5 |
 FF0383|---------------------------------------------------------------------|
 FF0383
 FF0383                          SUPERSEDED SURVEY CONTROL
 FF0383
 FF0383  NAD 83(1995)-  35 01 08.86793(N)    090 00 04.07937(W) AD(       ) 2
 FF0383  NAD 83(1995)-  35 01 08.87130(N)    090 00 04.08072(W) AD(       ) 2
 FF0383  NAD 83(1986)-  35 01 08.87659(N)    090 00 04.08015(W) AD(       ) 2
 FF0383  NAD 27      -  35 01 08.54540(N)    090 00 03.75250(W) AD(       ) 2
 FF0383  NGVD 29 (??/??/??)   91.746  (m)          301.00   (f) ADJUSTED    2 0
 FF0383
 FF0383.Superseded values are not recommended for survey control.
 FF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0383.See file dsdata.txt to determine how the superseded data were derived.
 FF0383
 FF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7363179276(NAD 83)
 FF0383_MARKER: DE = TRAVERSE STATION DISK
 FF0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0383_STAMPING: BENDER 1959
 FF0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0383+STABILITY: SURFACE MOTION
 FF0383
 FF0383  HISTORY     - Date     Condition        Report By
 FF0383  HISTORY     - 1959     MONUMENTED       CGS
 FF0383  HISTORY     - 1959     GOOD             CGS
 FF0383  HISTORY     - 1982     GOOD             NGS
 FF0383  HISTORY     - 19950825 GOOD             TN1620
 FF0383
 FF0383                          STATION DESCRIPTION
 FF0383
 FF0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0383'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE YARD
 FF0383'AT 1883 BENDER ROAD, ABOUT 1-1/2 MILES EAST OF WHITEHAVEN,
 FF0383'19 FEET SOUTH OF THE BENDER ROAD, 16 FEET NORTH OF THE NORTHWEST
 FF0383'CORNER OF A HOUSE, AND 4 FEET SOUTH OF A WITNESS SIGN.
 FF0383'
 FF0383'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHAVEN,
 FF0383'GO EAST ON SHELBY DRIVE FOR 1.0 MILE TO THE INTERSECTION
 FF0383'OF MILL BRANCH ROAD.  TURN RIGHT ONTO MILL BRANCH ROAD AND
 FF0383'GO 0.15 MILE TO BENDER ROAD.  TURN LEFT ONTO BENDER ROAD
 FF0383'AND GO EAST FOR 0.4 MILE TO THE STATION ON THE RIGHT, SOUTH,
 FF0383'SIDE OF THE ROAD.
 FF0383'
 FF0383'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0383'BENDER 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0383'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FF0383'
 FF0383'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0383'DISK STAMPED BENDER 1959 AND IS SET ABOUT 30 INCHES BELOW
 FF0383'THE SURFACE OF THE GROUND.
 FF0383'
 FF0383'REFERENCE MARK 1, A STANDARD DISK STAMPED BENDER NO 1 1959, IS
 FF0383'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0383'IS FLUSH WITH THE GROUND.  IT IS 25 FEET NORTH OF THE APPROXIMATE
 FF0383'CENTER OF BENDER ROAD, 12 FEET EAST OF THE EAST EDGE OF A
 FF0383'CONCRETE DRIVEWAY, AND 18 INCHES SOUTH OF A POWER LINE POLE.
 FF0383'
 FF0383'REFERENCE MARK 2, A STANDARD DISK STAMPED BENDER NO 2 1959,
 FF0383'IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 FF0383'SQUARE AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 45
 FF0383'FEET SOUTH OF THE APPROXIMATE CENTER OF BENDER ROAD, 15
 FF0383'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A HOME, AND
 FF0383'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 FF0383'
 FF0383'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK, A STANDARD
 FF0383'DISK STAMPED BENDER 1959.  IT IS SET IN THE TOP OF A 10-INCH
 FF0383'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 FF0383'THE GROUND.  IT IS ABOUT 30 FEET NORTH OF THE APPROXIMATE
 FF0383'CENTER OF WILSON ROAD AND IS AT THE EDGE OF A CULTIVATED
 FF0383'FIELD.
 FF0383'
 FF0383'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON BENDER
 FF0383'ROAD FOR 0.05 MILE TO DIANNE DRIVE.  TURN RIGHT AND GO 0.4
 FF0383'MILE TO WILSON ROAD.  TURN RIGHT AND GO 0.05 MILE TO THE
 FF0383'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD AS DESCRIBED.
 FF0383
 FF0383                          STATION RECOVERY (1959)
 FF0383
 FF0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0383'1.5 MI E FROM WHITE HAVEN.
 FF0383'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HAVEN, GO EAST
 FF0383'ON SHELBY DRIVE FOR 1 MILE TO THE INTERSECTION OF MILL BRANCH
 FF0383'ROAD.  TURN RIGHT ONTO MILL BRANCH ROAD AND GO 0.15 MILE TO
 FF0383'BENDER ROAD.  TURN LEFT ONTO BENDER ROAD AND GO EAST FOR 0.4 MILE
 FF0383'TO THE STATION ON THE RIGHT.  THE MARK IS SET IN THE TOP OF A
 FF0383'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS LOCATED
 FF0383'IN THE NORTHWEST CORNER OF THE YARD AT 1883 BENDER ROAD, 19 FEET
 FF0383'SOUTH OF THE BENDER ROAD, 16 FEET NORTH OF THE NORTHWEST CORNER
 FF0383'OF A HOUSE, 4 FEET SOUTH OF A WITNESS SIGN.  IT IS 0.6 MILE SOUTH
 FF0383'ALONG MILL BRANCH ROAD AND 0.4 MILE EAST ALONG BENDER DRIVE FROM
 FF0383'F 215.
 FF0383
 FF0383                          STATION RECOVERY (1982)
 FF0383
 FF0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FF0383'STATION, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED IN GOOD
 FF0383'CONDITION.
 FF0383'
 FF0383'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND, MAY HAVE BEEN DESTROYED
 FF0383'BY THE CONSTRUCTION OF A DRIVEWAY TO A HOUSE.
 FF0383'
 FF0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 EAST OF
 FF0383'WHITEHAVEN.
 FF0383
 FF0383                          STATION RECOVERY (1995)
 FF0383
 FF0383'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0386 ***********************************************************************
 FF0386  DESIGNATION -  BENDER AZ MK
 FF0386  PID         -  FF0386
 FF0386  STATE/COUNTY-  TN/SHELBY
 FF0386  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0386
 FF0386                         *CURRENT SURVEY CONTROL
 FF0386  ___________________________________________________________________
 FF0386* NAD 83(1995)-  35 00 49.95177(N)    090 00 04.69698(W)     ADJUSTED  
 FF0386* NAVD 88     -        88.773  (meters)     291.25   (feet)  ADJUSTED  
 FF0386  ___________________________________________________________________
 FF0386  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FF0386  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0386  DYNAMIC HT  -          88.691 (meters)     290.98  (feet)  COMP
 FF0386  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 FF0386
 FF0386  HORZ ORDER  -  SECOND
 FF0386  VERT ORDER  -  SECOND    CLASS 0
 FF0386
 FF0386.The horizontal coordinates were established by classical geodetic methods
 FF0386.and adjusted by the National Geodetic Survey in April 1999..
 FF0386
 FF0386.The orthometric height was determined by differential leveling
 FF0386.and adjusted by the National Geodetic Survey in June 1991..
 FF0386
 FF0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0386
 FF0386.The geoid height was determined by GEOID03.
 FF0386
 FF0386.The dynamic height is computed by dividing the NAVD 88
 FF0386.geopotential number by the normal gravity value computed on the
 FF0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0386.degrees latitude (g = 980.6199 gals.).
 FF0386
 FF0386.The modeled gravity was interpolated from observed gravity values.
 FF0386
 FF0386;                    North         East     Units Scale Factor Converg.
 FF0386;SPC TN       -    82,972.658   234,873.348   MT  1.00005006   -2 20 33.1
 FF0386;SPC TN       -   272,219.46    770,580.31   sFT  1.00005006   -2 20 33.1
 FF0386;SPC MS W     -   611,462.791   730,303.710   MT  0.99996131   +0 11 25.8
 FF0386;SPC MS W     - 2,006,107.51  2,396,004.76   sFT  0.99996131   +0 11 25.8
 FF0386;UTM  15      - 3,878,692.579   773,632.718   MT  1.00052291   +1 43 17.9
 FF0386;UTM  16      - 3,878,699.741   226,129.095   MT  1.00052451   -1 43 23.3
 FF0386
 FF0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0386!SPC TN       -   0.99999036  x   1.00005006  =   1.00004042
 FF0386!SPC MS W     -   0.99999036  x   0.99996131  =   0.99995167
 FF0386!UTM  15      -   0.99999036  x   1.00052291  =   1.00051326
 FF0386!UTM  16      -   0.99999036  x   1.00052451  =   1.00051486
 FF0386
 FF0386                          SUPERSEDED SURVEY CONTROL
 FF0386
 FF0386  NAD 83(1995)-  35 00 49.95292(N)    090 00 04.69735(W) AD(       ) 2
 FF0386  NAD 83(1995)-  35 00 49.95630(N)    090 00 04.69876(W) AD(       ) 2
 FF0386  NAD 83(1986)-  35 00 49.96158(N)    090 00 04.69804(W) AD(       ) 2
 FF0386  NAD 27      -  35 00 49.63030(N)    090 00 04.37030(W) AD(       ) 2
 FF0386  NGVD 29 (??/??/??)   88.741  (m)          291.14   (f) ADJUSTED    2 0
 FF0386
 FF0386.Superseded values are not recommended for survey control.
 FF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0386.See file dsdata.txt to determine how the superseded data were derived.
 FF0386
 FF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7363378693(NAD 83)
 FF0386_MARKER: DZ = AZIMUTH MARK DISK
 FF0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0386_STAMPING: BENDER 1959
 FF0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0386+STABILITY: SURFACE MOTION
 FF0386
 FF0386  HISTORY     - Date     Condition        Report By
 FF0386  HISTORY     - 1959     MONUMENTED       CGS
 FF0386  HISTORY     - 1959     GOOD             CGS
 FF0386  HISTORY     - 19950825 MARK NOT FOUND   TN1620
 FF0386
 FF0386                          STATION DESCRIPTION
 FF0386
 FF0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0386'SEE STATION BENDER
 FF0386
 FF0386                          STATION RECOVERY (1959)
 FF0386
 FF0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0386'1.5 MI E FROM WHITE HAVEN.
 FF0386'TO REACH THE AZIMUTH MARK FROM THE BENDER STATION MARK, GO EAST
 FF0386'ON BENDER ROAD FOR 0.05 MILE TO DIANNE DRIVE.  TURN RIGHT AND
 FF0386'GO 0.4 MILE TO WILSON ROAD.  TURN RIGHT AND GO 0.05 MILE TO THE
 FF0386'MARK ON THE RIGHT, NORTH, SIDE OF ROAD.  THE MARK IS SET IN THE
 FF0386'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 FF0386'THE GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF WILSON ROAD
 FF0386'AND IS AT THE EDGE OF A CULTIVATED FIELD.
 FF0386
 FF0386                          STATION RECOVERY (1995)
 FF0386
 FF0386'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0385 ***********************************************************************
 FF0385  DESIGNATION -  BENDER RM 1
 FF0385  PID         -  FF0385
 FF0385  STATE/COUNTY-  TN/SHELBY
 FF0385  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0385
 FF0385                         *CURRENT SURVEY CONTROL
 FF0385  ___________________________________________________________________
 FF0385* NAD 83(1986)-  35 01 09.     (N)    090 00 03.     (W)     SCALED    
 FF0385* NAVD 88     -        92.490  (meters)     303.44   (feet)  ADJUSTED  
 FF0385  ___________________________________________________________________
 FF0385  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0385  DYNAMIC HT  -          92.404 (meters)     303.16  (feet)  COMP
 FF0385  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FF0385
 FF0385  VERT ORDER  -  SECOND    CLASS 0
 FF0385
 FF0385.The horizontal coordinates were scaled from a topographic map and have
 FF0385.an estimated accuracy of +/- 6 seconds.
 FF0385
 FF0385.The orthometric height was determined by differential leveling
 FF0385.and adjusted by the National Geodetic Survey in June 1991..
 FF0385
 FF0385.The geoid height was determined by GEOID03.
 FF0385
 FF0385.The dynamic height is computed by dividing the NAVD 88
 FF0385.geopotential number by the normal gravity value computed on the
 FF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0385.degrees latitude (g = 980.6199 gals.).
 FF0385
 FF0385.The modeled gravity was interpolated from observed gravity values.
 FF0385
 FF0385;                    North         East    Units  Estimated Accuracy
 FF0385;SPC TN       -    83,560.      234,940.      MT  (+/- 180 meters Scaled)
 FF0385
 FF0385                          SUPERSEDED SURVEY CONTROL
 FF0385
 FF0385  NGVD 29 (??/??/??)   92.457  (m)          303.34   (f) ADJUSTED    2 0
 FF0385
 FF0385.Superseded values are not recommended for survey control.
 FF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0385.See file dsdata.txt to determine how the superseded data were derived.
 FF0385
 FF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736792(NAD 83)
 FF0385_MARKER: DR = REFERENCE MARK DISK
 FF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0385_STAMPING: BENDER NO 1 1959
 FF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0385+STABILITY: SURFACE MOTION
 FF0385
 FF0385  HISTORY     - Date     Condition        Report By
 FF0385  HISTORY     - 1959     MONUMENTED       CGS
 FF0385
 FF0385                          STATION DESCRIPTION
 FF0385
 FF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0385'1.5 MI E FROM WHITE HAVEN.
 FF0385'IT IS LOCATED AT THE BENDER STATION SITE.  THE MARK IS SET IN THE
 FF0385'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND
 FF0385'IS 73.1 FEET EAST-NORTHEAST OF THE STATION MARK, 25 FEET NORTH
 FF0385'OF THE CENTER OF BENDER ROAD, 12 FEET EAST OF THE EAST EDGE OF
 FF0385'A CONCRETE DRIVEWAY, AND 18 INCHES SOUTH OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0384 ***********************************************************************
 FF0384  DESIGNATION -  BENDER RM 2
 FF0384  PID         -  FF0384
 FF0384  STATE/COUNTY-  TN/SHELBY
 FF0384  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0384
 FF0384                         *CURRENT SURVEY CONTROL
 FF0384  ___________________________________________________________________
 FF0384* NAD 83(1986)-  35 01 08.     (N)    090 00 03.     (W)     SCALED    
 FF0384* NAVD 88     -        92.347  (meters)     302.98   (feet)  ADJUSTED  
 FF0384  ___________________________________________________________________
 FF0384  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0384  DYNAMIC HT  -          92.261 (meters)     302.69  (feet)  COMP
 FF0384  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FF0384
 FF0384  VERT ORDER  -  SECOND    CLASS 0
 FF0384
 FF0384.The horizontal coordinates were scaled from a topographic map and have
 FF0384.an estimated accuracy of +/- 6 seconds.
 FF0384
 FF0384.The orthometric height was determined by differential leveling
 FF0384.and adjusted by the National Geodetic Survey in June 1991..
 FF0384
 FF0384.The geoid height was determined by GEOID03.
 FF0384
 FF0384.The dynamic height is computed by dividing the NAVD 88
 FF0384.geopotential number by the normal gravity value computed on the
 FF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0384.degrees latitude (g = 980.6199 gals.).
 FF0384
 FF0384.The modeled gravity was interpolated from observed gravity values.
 FF0384
 FF0384;                    North         East    Units  Estimated Accuracy
 FF0384;SPC TN       -    83,530.      234,940.      MT  (+/- 180 meters Scaled)
 FF0384
 FF0384                          SUPERSEDED SURVEY CONTROL
 FF0384
 FF0384  NGVD 29 (??/??/??)   92.314  (m)          302.87   (f) ADJUSTED    2 0
 FF0384
 FF0384.Superseded values are not recommended for survey control.
 FF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0384.See file dsdata.txt to determine how the superseded data were derived.
 FF0384
 FF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736792(NAD 83)
 FF0384_MARKER: DR = REFERENCE MARK DISK
 FF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0384_STAMPING: BENDER NO 2 1959
 FF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0384+STABILITY: SURFACE MOTION
 FF0384
 FF0384  HISTORY     - Date     Condition        Report By
 FF0384  HISTORY     - 1959     MONUMENTED       CGS
 FF0384
 FF0384                          STATION DESCRIPTION
 FF0384
 FF0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0384'1.5 MI E FROM WHITE HAVEN.
 FF0384'IT IS LOCATED AT THE BENDER STATION SITE.  THE MARK IS SET IN THE
 FF0384'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 FF0384'GROUND AND IS 68.3 FEET EAST-SOUTHEAST OF THE STATION MARK, 45
 FF0384'FEET SOUTH OF THE CENTER OF BENDER ROAD, 15 FEET EAST-NORTHEAST
 FF0384'OF THE NORTHEAST CORNER OF A HOME, 1 FOOT WEST OF A NORTH-SOUTH
 FF0384'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0617 ***********************************************************************
 GC0617  DESIGNATION -  BENHAM
 GC0617  PID         -  GC0617
 GC0617  STATE/COUNTY-  TN/DAVIDSON
 GC0617  USGS QUAD   -  OAK HILL (1968)
 GC0617
 GC0617                         *CURRENT SURVEY CONTROL
 GC0617  ___________________________________________________________________
 GC0617* NAD 83(1995)-  36 06 53.48963(N)    086 48 26.72661(W)     ADJUSTED  
 GC0617* NAVD 88     -       212.148  (meters)     696.02   (feet)  ADJUSTED  
 GC0617  ___________________________________________________________________
 GC0617  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC0617  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0617  DYNAMIC HT  -         211.965 (meters)     695.42  (feet)  COMP
 GC0617  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0617
 GC0617  HORZ ORDER  -  SECOND
 GC0617  VERT ORDER  -  SECOND    CLASS 0
 GC0617
 GC0617.The horizontal coordinates were established by classical geodetic methods
 GC0617.and adjusted by the National Geodetic Survey in April 1999..
 GC0617
 GC0617.The orthometric height was determined by differential leveling
 GC0617.and adjusted by the National Geodetic Survey in June 1991..
 GC0617
 GC0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0617
 GC0617.The geoid height was determined by GEOID03.
 GC0617
 GC0617.The dynamic height is computed by dividing the NAVD 88
 GC0617.geopotential number by the normal gravity value computed on the
 GC0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0617.degrees latitude (g = 980.6199 gals.).
 GC0617
 GC0617.The modeled gravity was interpolated from observed gravity values.
 GC0617
 GC0617;                    North         East     Units Scale Factor Converg.
 GC0617;SPC TN       -   197,959.418   527,309.087   MT  0.99996037   -0 28 21.7
 GC0617;SPC TN       -   649,471.86  1,730,013.23   sFT  0.99996037   -0 28 21.7
 GC0617;UTM  16      - 3,996,705.199   517,331.219   MT  0.99960370   +0 06 48.6
 GC0617
 GC0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0617!SPC TN       -   0.99997129  x   0.99996037  =   0.99993166
 GC0617!UTM  16      -   0.99997129  x   0.99960370  =   0.99957500
 GC0617
 GC0617|---------------------------------------------------------------------|
 GC0617| PID    Reference Object                     Distance      Geod. Az  |
 GC0617|                                                           dddmmss.s |
 GC0617| GC0618 BENHAM RM 1                          23.363 METERS 03118     |
 GC0617| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 2.2 KM 0404415.9 |
 GC0617| GC2305 NASHVILLE WOODMNT CHRISTIAN CH      416.531 METERS 2411715.6 |
 GC0617| GC0616 BENHAM RM 2                          16.248 METERS 28200     |
 GC0617| GC0609 ELMINGTON                           APPROX. 2.7 KM 3265917.6 |
 GC0617|---------------------------------------------------------------------|
 GC0617
 GC0617                          SUPERSEDED SURVEY CONTROL
 GC0617
 GC0617  NAD 83(1995)-  36 06 53.49178(N)    086 48 26.72856(W) AD(       ) 2
 GC0617  NAD 83(1995)-  36 06 53.49345(N)    086 48 26.72849(W) AD(       ) 2
 GC0617  NAD 83(1986)-  36 06 53.49968(N)    086 48 26.72975(W) AD(       ) 2
 GC0617  NAD 27      -  36 06 53.28970(N)    086 48 26.72840(W) AD(       ) 2
 GC0617  NGVD 29 (??/??/92)  212.169  (m)          696.09   (f) ADJ UNCH    2 0
 GC0617
 GC0617.Superseded values are not recommended for survey control.
 GC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0617.See file dsdata.txt to determine how the superseded data were derived.
 GC0617
 GC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1733196705(NAD 83)
 GC0617_MARKER: DS = TRIANGULATION STATION DISK
 GC0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0617_STAMPING: BENHAM 1959
 GC0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0617+STABILITY: SURFACE MOTION
 GC0617
 GC0617  HISTORY     - Date     Condition        Report By
 GC0617  HISTORY     - 1959     MONUMENTED       CGS
 GC0617  HISTORY     - 1960     GOOD             NGS
 GC0617
 GC0617                          STATION DESCRIPTION
 GC0617
 GC0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0617'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF THE
 GC0617'DOWNTOWN SECTION OF NASHVILLE, 1/4 MILE NORTHEAST OF THE
 GC0617'INTERSECTION OF WOODMONT AVE. AND 21ST. AVE. SOUTH, 200 YARDS NORTH
 GC0617'OF WOODMONT AVE., AND ON THE EAST SIDE OF BENHAN STREET.
 GC0617'
 GC0617'THE STATION MARK, A STANDARD DISK STAMPED BENHAM 1959, IS SET IN THE
 GC0617'TOP OF A SQUARE CONCRETE MONUMENT CEMENTED INTO BEDROCK AND IS
 GC0617'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33 FEET EAST OF THE
 GC0617'APPROXIMATE CENTER LINE OF BENHAM STREET 32 FEET SOUTH OF MR.
 GC0617'CHARLIE LAMBS MAIL BOX, 14 FEET NORTHEAST OF A WITNESS SIGN, AND 12
 GC0617'FEET SOUTH OF A SMALL STONE WALL.
 GC0617'
 GC0617'AN UNDERGROUND STATION MARK WAS NOT ESTABLISHED DUE TO THE BEDROCK SO
 GC0617'CLOSE TO THE SURFACE OF THE GROUND.
 GC0617'
 GC0617'REFERENCE MARK 1, A STANDARD DISK STAMPED BENHAM NO. 1 1959, IS SET
 GC0617'IN A DRILL HOLE IN A CONCRETE WALK. IT IS 18 FEET WEST OF THE
 GC0617'STEPS AT THE PORCH OF MR. LAMBS HOME, AND 1 FOOT SOUTH OF THE NORTH
 GC0617'EDGE OF THE CONCRETE WALK.
 GC0617'
 GC0617'REFERENCE MARK 2, A STANDARD DISK STAMPED BENHAM NO. 2 1959, IS SET
 GC0617'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0617'SURFACE OF THE GROUND. IT IS 21 FEET WEST OF THE APPROXIMATE CENTER
 GC0617'LINE OF BENHAM STREET AND 2 FEET SOUTH OF A POWER LINE POLE.
 GC0617'
 GC0617'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0617'
 GC0617'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GC0617
 GC0617                          STATION RECOVERY (1960)
 GC0617
 GC0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0617'AT NASHVILLE.
 GC0617'THIS STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF
 GC0617'DOWNTOWN NASHVILLE, 0.25 MILE NORTHEAST OF THE INTERSECTION OF
 GC0617'WOODMONT AVENUE AND 21ST. AVENUE SOUTH, 200 YARDS NORTH OF WOODMONT
 GC0617'AVENUE, AND ON THE EAST SIDE OF BENHAM STREET, 33 FT. EAST OF THE
 GC0617'CENTER OF BENHAM STREET, 32 FT. SOUTH OF MR. CHARLIE LAMBS MAIL
 GC0617'BOX, 14 FT. NORTHEAST OF A WITNESS SIGN, AND 12 FT. SOUTH OF A
 GC0617'SMALL STONE WALL, SET IN THE TOP OF A CONCRETE POST CEMENTED INTO
 GC0617'BEDROCK AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0618 ***********************************************************************
 GC0618  DESIGNATION -  BENHAM RM 1
 GC0618  PID         -  GC0618
 GC0618  STATE/COUNTY-  TN/DAVIDSON
 GC0618  USGS QUAD   -  OAK HILL (1968)
 GC0618
 GC0618                         *CURRENT SURVEY CONTROL
 GC0618  ___________________________________________________________________
 GC0618* NAD 83(1986)-  36 06 53.     (N)    086 48 26.     (W)     SCALED    
 GC0618* NAVD 88     -       211.728  (meters)     694.64   (feet)  ADJUSTED  
 GC0618  ___________________________________________________________________
 GC0618  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0618  DYNAMIC HT  -         211.546 (meters)     694.05  (feet)  COMP
 GC0618  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0618
 GC0618  VERT ORDER  -  SECOND    CLASS 0
 GC0618
 GC0618.The horizontal coordinates were scaled from a topographic map and have
 GC0618.an estimated accuracy of +/- 6 seconds.
 GC0618
 GC0618.The orthometric height was determined by differential leveling
 GC0618.and adjusted by the National Geodetic Survey in June 1991..
 GC0618
 GC0618.The geoid height was determined by GEOID03.
 GC0618
 GC0618.The dynamic height is computed by dividing the NAVD 88
 GC0618.geopotential number by the normal gravity value computed on the
 GC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0618.degrees latitude (g = 980.6199 gals.).
 GC0618
 GC0618.The modeled gravity was interpolated from observed gravity values.
 GC0618
 GC0618;                    North         East    Units  Estimated Accuracy
 GC0618;SPC TN       -   197,940.      527,330.      MT  (+/- 180 meters Scaled)
 GC0618
 GC0618                          SUPERSEDED SURVEY CONTROL
 GC0618
 GC0618  NGVD 29 (??/??/92)  211.749  (m)          694.71   (f) ADJ UNCH    2 0
 GC0618
 GC0618.Superseded values are not recommended for survey control.
 GC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0618.See file dsdata.txt to determine how the superseded data were derived.
 GC0618
 GC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE173966(NAD 83)
 GC0618_MARKER: DR = REFERENCE MARK DISK
 GC0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0618_SP_SET: SIDEWALK
 GC0618_STAMPING: BENHAM NO 1 1959
 GC0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0618
 GC0618  HISTORY     - Date     Condition        Report By
 GC0618  HISTORY     - 1959     MONUMENTED       CGS
 GC0618  HISTORY     - 1960     GOOD             NGS
 GC0618
 GC0618                          STATION DESCRIPTION
 GC0618
 GC0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0618'AT NASHVILLE.
 GC0618'THIS MARK IS LOCATED AT THE BENHAM 1959 STATION SITE, 76.6 FT.
 GC0618'NORTH-NORTHEAST OF THE STATION MARK, 18 FT. WEST OF THE STEPS
 GC0618'AT THE PORCH OF MR. LAMBS HOME AND 1 FT. SOUTH OF THE NORTH EDGE
 GC0618'OF THE CONCRETE WALK, DRILLED IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0616 ***********************************************************************
 GC0616  DESIGNATION -  BENHAM RM 2
 GC0616  PID         -  GC0616
 GC0616  STATE/COUNTY-  TN/DAVIDSON
 GC0616  USGS QUAD   -  OAK HILL (1968)
 GC0616
 GC0616                         *CURRENT SURVEY CONTROL
 GC0616  ___________________________________________________________________
 GC0616* NAD 83(1986)-  36 06 53.     (N)    086 48 26.     (W)     SCALED    
 GC0616* NAVD 88     -       212.065  (meters)     695.75   (feet)  ADJUSTED  
 GC0616  ___________________________________________________________________
 GC0616  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0616  DYNAMIC HT  -         211.882 (meters)     695.15  (feet)  COMP
 GC0616  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0616
 GC0616  VERT ORDER  -  SECOND    CLASS 0
 GC0616
 GC0616.The horizontal coordinates were scaled from a topographic map and have
 GC0616.an estimated accuracy of +/- 6 seconds.
 GC0616
 GC0616.The orthometric height was determined by differential leveling
 GC0616.and adjusted by the National Geodetic Survey in June 1991..
 GC0616
 GC0616.The geoid height was determined by GEOID03.
 GC0616
 GC0616.The dynamic height is computed by dividing the NAVD 88
 GC0616.geopotential number by the normal gravity value computed on the
 GC0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0616.degrees latitude (g = 980.6199 gals.).
 GC0616
 GC0616.The modeled gravity was interpolated from observed gravity values.
 GC0616
 GC0616;                    North         East    Units  Estimated Accuracy
 GC0616;SPC TN       -   197,940.      527,330.      MT  (+/- 180 meters Scaled)
 GC0616
 GC0616                          SUPERSEDED SURVEY CONTROL
 GC0616
 GC0616  NGVD 29 (??/??/92)  212.086  (m)          695.82   (f) ADJ UNCH    2 0
 GC0616
 GC0616.Superseded values are not recommended for survey control.
 GC0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0616.See file dsdata.txt to determine how the superseded data were derived.
 GC0616
 GC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE173966(NAD 83)
 GC0616_MARKER: DR = REFERENCE MARK DISK
 GC0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0616_STAMPING: BENHAM NO 2 1959
 GC0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0616+STABILITY: SURFACE MOTION
 GC0616
 GC0616  HISTORY     - Date     Condition        Report By
 GC0616  HISTORY     - 1959     MONUMENTED       CGS
 GC0616  HISTORY     - 1960     GOOD             NGS
 GC0616
 GC0616                          STATION DESCRIPTION
 GC0616
 GC0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0616'AT NASHVILLE.
 GC0616'THIS MARK IS LOCATED AT THE BENHAM 1959 STATION SITE, 53.3 FT.
 GC0616'WEST-NORTHWEST OF THE STATION MARK, 21 FT. WEST OF THE CENTER OF
 GC0616'BENHAM STREET, AND 2 FT. SOUTH OF A POWER LINE POLE, SET IN THE
 GC0616'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0307 ***********************************************************************
 FF0307  DESIGNATION -  BENJES
 FF0307  PID         -  FF0307
 FF0307  STATE/COUNTY-  TN/SHELBY
 FF0307  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0307
 FF0307                         *CURRENT SURVEY CONTROL
 FF0307  ___________________________________________________________________
 FF0307* NAD 83(1995)-  35 14 41.94686(N)    090 03 10.41387(W)     ADJUSTED  
 FF0307* NAVD 88     -        90.803  (meters)     297.91   (feet)  ADJUSTED  
 FF0307  ___________________________________________________________________
 FF0307  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FF0307  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0307  DYNAMIC HT  -          90.722 (meters)     297.64  (feet)  COMP
 FF0307  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0307
 FF0307  HORZ ORDER  -  SECOND
 FF0307  VERT ORDER  -  FIRST     CLASS II
 FF0307
 FF0307.The horizontal coordinates were established by classical geodetic methods
 FF0307.and adjusted by the National Geodetic Survey in April 1999..
 FF0307
 FF0307.The orthometric height was determined by differential leveling
 FF0307.and adjusted by the National Geodetic Survey in June 1991..
 FF0307
 FF0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0307
 FF0307.The geoid height was determined by GEOID03.
 FF0307
 FF0307.The dynamic height is computed by dividing the NAVD 88
 FF0307.geopotential number by the normal gravity value computed on the
 FF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0307.degrees latitude (g = 980.6199 gals.).
 FF0307
 FF0307.The modeled gravity was interpolated from observed gravity values.
 FF0307
 FF0307;                    North         East     Units Scale Factor Converg.
 FF0307;SPC TN       -   108,784.996   231,230.039   MT  1.00000089   -2 22 21.8
 FF0307;SPC TN       -   356,905.44    758,627.22   sFT  1.00000089   -2 22 21.8
 FF0307;SPC AR N     -   102,891.996   577,196.645   MT  0.99995336   +1 07 58.9
 FF0307;SPC AR N     -   337,571.49  1,893,685.99   sFT  0.99995336   +1 07 58.9
 FF0307;UTM  15      - 3,904,193.544   768,164.233   MT  1.00048634   +1 42 06.2
 FF0307;UTM  16      - 3,904,484.748   222,207.085   MT  1.00055114   -1 45 46.3
 FF0307
 FF0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0307!SPC TN       -   0.99999003  x   1.00000089  =   0.99999092
 FF0307!SPC AR N     -   0.99999003  x   0.99995336  =   0.99994339
 FF0307!UTM  15      -   0.99999003  x   1.00048634  =   1.00047637
 FF0307!UTM  16      -   0.99999003  x   1.00055114  =   1.00054116
 FF0307
 FF0307:                Primary Azimuth Mark                     Grid Az
 FF0307:SPC TN       -  LOCKE                                    008 36 09.4
 FF0307:SPC AR N     -  LOCKE                                    005 05 48.7
 FF0307:UTM  15      -  LOCKE                                    004 31 41.4
 FF0307:UTM  16      -  LOCKE                                    007 59 33.9
 FF0307
 FF0307|---------------------------------------------------------------------|
 FF0307| PID    Reference Object                     Distance      Geod. Az  |
 FF0307|                                                           dddmmss.s |
 FF0307| FF1941 LOCKE                               APPROX.11.5 KM 0061347.6 |
 FF0307| FF1756 BENJES RM 3                          26.510 METERS 01015     |
 FF0307| FF1942 SHELBY STATE PARK WT 31 LOT         APPROX.11.2 KM 0110832.1 |
 FF0307| FF0305 BENJESTOWN RAD STA WHBQ MAST 5      APPROX. 1.0 KM 0232911.2 |
 FF0307| FF0306 BENJES RM 1                          84.582 METERS 03017     |
 FF0307| FF1943 MEMPHIS RAD STA WDIA S CEN MST      APPROX. 4.1 KM 0515520.9 |
 FF0307| FF1755 BENJES RM 4                          32.940 METERS 09154     |
 FF0307| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX. 7.9 KM 1625155.1 |
 FF0307| FF1978 NATIONAL MEMPHIS GARAGE OCC LT      APPROX.12.9 KM 1701911.1 |
 FF0307| FF2215 BENJES AZ MK                                       1714551.3 |
 FF0307| FF0308 BENJES RM 2                          77.370 METERS 17419     |
 FF0307| FF1997 MEMPHIS COLUMBUS TWR FLAGPOLE       APPROX.10.9 KM 1793349.8 |
 FF0307|---------------------------------------------------------------------|
 FF0307
 FF0307                          SUPERSEDED SURVEY CONTROL
 FF0307
 FF0307  NAD 83(1995)-  35 14 41.95283(N)    090 03 10.41437(W) AD(       ) 2
 FF0307  NAD 83(1995)-  35 14 41.95642(N)    090 03 10.41419(W) AD(       ) 2
 FF0307  NAD 83(1986)-  35 14 41.95757(N)    090 03 10.41489(W) AD(       ) 2
 FF0307  NAD 27      -  35 14 41.64080(N)    090 03 10.08670(W) AD(       ) 2
 FF0307  NGVD 29 (??/??/??)   90.766  (m)          297.79   (f) ADJUSTED    1 2
 FF0307
 FF0307.Superseded values are not recommended for survey control.
 FF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0307.See file dsdata.txt to determine how the superseded data were derived.
 FF0307
 FF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6816404194(NAD 83)
 FF0307_MARKER: DS = TRIANGULATION STATION DISK
 FF0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0307_STAMPING: BENJES 1929
 FF0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0307+STABILITY: SURFACE MOTION
 FF0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0307+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0307
 FF0307  HISTORY     - Date     Condition        Report By
 FF0307  HISTORY     - 1929     MONUMENTED       CGS
 FF0307  HISTORY     - 1957     GOOD             CGS
 FF0307  HISTORY     - 1957     GOOD             CGS
 FF0307  HISTORY     - 1977     GOOD             NGS
 FF0307  HISTORY     - 1979     GOOD             NGS
 FF0307  HISTORY     - 19971002 GOOD             TN1620
 FF0307  HISTORY     - 20021022 GOOD             USACE
 FF0307
 FF0307                          STATION DESCRIPTION
 FF0307
 FF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF0307'ABOUT 7 MILES NORTH OF MEMPHIS, 1/2 MILE SOUTH OF BENJESTOWN
 FF0307'STORE, ON LAND OWNED BY MR. LARRICK OF WASHINGTON, D.C.  LAND
 FF0307'HAS NOT BEEN CULTIVATED FOR 7 YEARS AND CONSISTS OF WEDGE-SHAPED
 FF0307'STRIP CUT OFF FROM WEST SIDE OF FARM BY ROAD.  TO REACH FROM
 FF0307'MEMPHIS, GO NORTH ON ROUTE 3 TO POINT 1.8 MILES NORTH OF
 FF0307'WOLF RIVER BRIDGE, TURN ONTO OILED ROAD LEADING NORTHWEST,
 FF0307'AND GO 3.2 MILES TO STATION SITE.  SURFACE AND UNDERGROUND
 FF0307'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FF0307'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF0307'NO. 1 IS ABOUT 25 FEET NORTH OF CENTER LINE OF
 FF0307'ROAD, 75 FEET SOUTH OF ROAD LEADING TO HOUSE AT
 FF0307'LEFT BEND IN ROAD, AND 277.6 FEET FROM STATION.
 FF0307'NO. 2 IS ABOUT 30 FEET EAST OF CENTER
 FF0307'LINE OF ROAD, IN SOUTHEAST CORNER OF YARD AROUND C.B.
 FF0307'WILLIAMS HOUSE, AND 253.9 FEET FROM STATION.
 FF0307'AZIMUTH FROM STATION TO MEMPHIS, COLUMBUS
 FF0307'TOWER, FLAGPOLE, IS S 00 DEG 26 MIN 11 SEC E.
 FF0307
 FF0307                          STATION RECOVERY (1957)
 FF0307
 FF0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0307'THE STATION WAS RECOVERED AND THE DISTANCES AND DIRECTIONS
 FF0307'TO THE REFERENCE MARKS CHECKED.  REFERENCE MARK 1 WAS REMOVED
 FF0307'BECAUSE EROSION WAS WASHING IT OUT OF THE GROUND.  REFERENCE
 FF0307'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 FF0307'TIME.  THE LOCAL SURROUNDINGS HAVE CHANGED AND A NEW DESCRIPTION
 FF0307'FOLLOWS.
 FF0307'
 FF0307'THE STATION IS ABOUT 7 MILES NORTH OF THE MAIN BUSINESS DISTRICT
 FF0307'OF MEMPHIS, ABOUT 11 MILES SOUTHWEST OF MILLINGTON AND ON
 FF0307'PROPERTY OWNED BY J.C. VANDIVEER.  IT IS 19 FEET SOUTHEAST OF
 FF0307'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 62 FEET
 FF0307'WEST OF THE CENTERLINE OF BENJESTOWN ROAD AND 66 FEET NORTHWEST
 FF0307'OF A 24 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 FF0307'IS STAMPED BENJES 1929.
 FF0307'
 FF0307'REFERENCE MARK 2 IS 26 FEET EAST OF THE CENTERLINE OF BENJESTOWN
 FF0307'ROAD, 125 FEET WEST OF THE SOUTHWEST CORNER OF A STONE HOUSE
 FF0307'AND 53 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY.
 FF0307'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BENJES NO 1 1929.
 FF0307'
 FF0307'REFERENCE MARK 3 IS 21 FEET NORTH OF THE NORTHEAST CORNER OF
 FF0307'THE CONCRETE BLOCK BUILDING AND 68 FEET WEST OF THE CENTERLINE
 FF0307'OF BENJESTOWN ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 FF0307'STAMPED BENJES NO 3 1929.
 FF0307'
 FF0307'REFERENCE MARK 4 IS 44 FEET EAST OF THE CENTERLINE OF BENJESTOWN
 FF0307'ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 FF0307'IS FLUSH AND THE DISK IS STAMPED BENJES NO 4 1929.
 FF0307'
 FF0307'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF BENJESTOWN
 FF0307'ROAD, 55 FEET EAST OF THE EAST CORNER OF A FRAME HOUSE, 42
 FF0307'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE
 FF0307'AND 1 FOOT NORTH OF A 6 BY 8 INCH OAK POST.  THE MONUMENT IS
 FF0307'FLUSH AND THE DISK IS STAMPED BENJES 1929.
 FF0307'
 FF0307'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER WOLF
 FF0307'RIVER ON U.S. HIGHWAY 51, GO NORTH ON HIGHWAY 51 FOR 1.3 MILES
 FF0307'TO A CROSSROAD (MILLINGTON ROAD).  TURN LEFT AND GO WEST FOR
 FF0307'0.5 MILE TO BENJESTOWN ROAD.  TURN RIGHT AND GO NORTHERLY FOR
 FF0307'3.2 MILES TO THE STATION ON THE LEFT.
 FF0307'
 FF0307'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON
 FF0307'BENJESTOWN ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 FF0307
 FF0307                          STATION RECOVERY (1957)
 FF0307
 FF0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0307'3.8 MI NW FROM FRAYSER.
 FF0307'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0307'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0307'ALONG MARSH ROAD, THENCE 2.8 MILES NORTH AND NORTHWEST ALONG
 FF0307'BENJESTOWN ROAD, 61 1/2 FEET WEST OF THE CENTER LINE OF THE
 FF0307'ROAD, 277.6 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM RM NO.
 FF0307'1, 253.9 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM BM NO.
 FF0307'2, 62 FEET SOUTHWEST OF CABLE LINE POLE NO. 66108,74 1/2, 19
 FF0307'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE C.L. HANNAH MOTOR
 FF0307'COMPANY BUILDING, 19 FEET EAST OF A WELL PUMP, 1 1/2 FEET ABOVE
 FF0307'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0307'PROJECTING 1 INCH ABOVE THE GROUND.
 FF0307
 FF0307                          STATION RECOVERY (1977)
 FF0307
 FF0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FF0307'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1957
 FF0307'RECOVERY NOTE IS GOOD WITH FOLLOWING.
 FF0307'
 FF0307'REFERENCE MARK 4 IS 47 FEET NORTHEAST OF A 48 INCH OAK TREE AND 3 FEET
 FF0307'WEST OF A POWER POLE.
 FF0307
 FF0307                          STATION RECOVERY (1979)
 FF0307
 FF0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF0307'THE STATION MARK, AND REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD
 FF0307'CONDITION.  REFERENCE MARK N0 2 AND AZIMUTH MARK WAS SEARCH FOR
 FF0307'AT THIS TIME AND WERE NOT FOUND. BELIVED TO BE DESTROYED NO PLACE
 FF0307'FOR A NEW AZIMUTH MARK. THE DIRECTION AND DISTANCE BETWEEN
 FF0307'REFERENCE MARKS 3 AND 4 CHECK THE 1957 DATA.
 FF0307'THE STATION IS LOCATED ABOUT 11.27 KILOMETERS (7.0 MI) NORTH OF
 FF0307'MEMPHIS, AND ABOUT 17.70 KILOMETERS (11.0 MI) SOUTHEAST OF
 FF0307'MILLINGTON AND ON PROPERTY OWNED BY MR. W.C. WALDON OF 4378
 FF0307'BENJESTOWN ROAD, MEMPHIS, TN. 38127.
 FF0307'
 FF0307'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FF0307'U.S. HIGHWAY 51 (DANNY THOMAS BLVD.) IN MEMPHIS, GO NORTH
 FF0307'ON U.S. HIGHWAY 51 FOR 6.25 MILES (10.05 KM.) TO JUNCTION OF
 FF0307'WATKIN STREET.  TURN LEFT ON WATKIN STREET AND GO NORTHWEST
 FF0307'FOR 1.8 MILES (2.89 KM) TO A SIDE ROAD LEFT, NORTHAVEN DR. TURN
 FF0307'LEFT AND GO WEST ON NORTHAVEN DR. FOR 0.2 MILE (0.32 KM)TO A
 FF0307'CROSS ROAD BRECKENWOOD ROAD.  TURN LEFT AND GO SOUTH AND WEST
 FF0307'ON BRECKENWOOD ROAD FOR 1.6 MILES (2.57 KM) TO BENJESTOWN ROAD.
 FF0307'TURN LEFT AND GO SOUTH FOR 0.5 MILE (0.80 KM) TO THE STATION
 FF0307'ON RIGHT.
 FF0307'
 FF0307'THE STATION IS A STANDARD NGS DISK
 FF0307'STAMPED---BENJES 1929---,
 FF0307'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM ON A SIDE
 FF0307'FLUSH WITH GROUND.  IT IS LOCATED
 FF0307'19.07 METERS WEST FROM THE CENTER LINE OF BENJESTOWN ROAD.
 FF0307'4.80 METERS SOUTHEAST FROM THE SOUTHEAST CORNER OF A WHITE
 FF0307'BUILDING.
 FF0307'4.80 METERS SOUTHEAST FROM THE SOUTHEAST CORNER OF BUILDING.
 FF0307'
 FF0307'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 FF0307'STAMPED---BENJES N0 3 1929.---,
 FF0307'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0307'FLUSH WITH GROUND.  IT IS LOCATED
 FF0307'20.75 METERS WEST FROM THE CENTER LINE OF BENJESTOWN ROAD AND
 FF0307'6.32 METERS NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A
 FF0307'WHITE BLOCK BUILDING.
 FF0307'MARK IS LEVEL WITH STATION.
 FF0307'
 FF0307'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 FF0307'STAMPED---BENJES N0 4 1929---,
 FF0307'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0307'FLUSH WITH GROUND.  IT IS LOCATED
 FF0307'13.35 METERS EAST FROM THE CENTER LINE OF BENJESTOWN ROAD AND
 FF0307'0.80 METER WEST FROM A POWER POLE.
 FF0307'MARK IS BELOW STATION 1 METER.
 FF0307'
 FF0307'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE HOUSE BOAT ON LINE.
 FF0307'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 24.3 METERS.
 FF0307
 FF0307                          STATION RECOVERY (1997)
 FF0307
 FF0307'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0307'RECOVERED IN GOOD CONDITION.
 FF0307
 FF0307                          STATION RECOVERY (2002)
 FF0307
 FF0307'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0306 ***********************************************************************
 FF0306  DESIGNATION -  BENJES RM 1
 FF0306  PID         -  FF0306
 FF0306  STATE/COUNTY-  TN/SHELBY
 FF0306  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0306
 FF0306                         *CURRENT SURVEY CONTROL
 FF0306  ___________________________________________________________________
 FF0306* NAD 83(1986)-  35 14 42.     (N)    090 03 10.     (W)     SCALED    
 FF0306* NAVD 88     -        89.232  (meters)     292.76   (feet)  ADJUSTED  
 FF0306  ___________________________________________________________________
 FF0306  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0306  DYNAMIC HT  -          89.152 (meters)     292.49  (feet)  COMP
 FF0306  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0306
 FF0306  VERT ORDER  -  FIRST     CLASS II
 FF0306
 FF0306.The horizontal coordinates were scaled from a topographic map and have
 FF0306.an estimated accuracy of +/- 6 seconds.
 FF0306
 FF0306.The orthometric height was determined by differential leveling
 FF0306.and adjusted by the National Geodetic Survey in June 1991..
 FF0306
 FF0306.The geoid height was determined by GEOID03.
 FF0306
 FF0306.The dynamic height is computed by dividing the NAVD 88
 FF0306.geopotential number by the normal gravity value computed on the
 FF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0306.degrees latitude (g = 980.6199 gals.).
 FF0306
 FF0306.The modeled gravity was interpolated from observed gravity values.
 FF0306
 FF0306;                    North         East    Units  Estimated Accuracy
 FF0306;SPC TN       -   108,790.      231,240.      MT  (+/- 180 meters Scaled)
 FF0306
 FF0306                          SUPERSEDED SURVEY CONTROL
 FF0306
 FF0306  NGVD 29 (??/??/??)   89.195  (m)          292.63   (f) ADJUSTED    1 2
 FF0306
 FF0306.Superseded values are not recommended for survey control.
 FF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0306.See file dsdata.txt to determine how the superseded data were derived.
 FF0306
 FF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV681041(NAD 83)
 FF0306_MARKER: DR = REFERENCE MARK DISK
 FF0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0306_STAMPING: BENJES NO 1 1929
 FF0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0306+STABILITY: SURFACE MOTION
 FF0306
 FF0306  HISTORY     - Date     Condition        Report By
 FF0306  HISTORY     - 1929     MONUMENTED       CGS
 FF0306  HISTORY     - 1957     GOOD             CGS
 FF0306  HISTORY     - 19971002 MARK NOT FOUND   TN1620
 FF0306
 FF0306                          STATION DESCRIPTION
 FF0306
 FF0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0306'3.8 MI NW FROM FRAYSER.
 FF0306'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0306'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0306'ALONG MARSH ROAD, THENCE 2.85 MILES NORTH AND NORTHWEST ALONG
 FF0306'BENJESTOWN ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 507
 FF0306'FEET NORTH OF RM NO. 2, 277.6 FEET NORTH-NORTHEAST AND ACROSS
 FF0306'THE ROAD FROM TRIANGULATION STATION BENJES, 72 FEET SOUTH OF
 FF0306'POWER LINE POLE NO. 40515, 43 FEET NORTH OF A FENCE CORNER, 4
 FF0306'FEET WEST OF A FENCE LINE, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD
 FF0306'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0306
 FF0306                          STATION RECOVERY (1997)
 FF0306
 FF0306'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0308 ***********************************************************************
 FF0308  DESIGNATION -  BENJES RM 2
 FF0308  PID         -  FF0308
 FF0308  STATE/COUNTY-  TN/SHELBY
 FF0308  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0308
 FF0308                         *CURRENT SURVEY CONTROL
 FF0308  ___________________________________________________________________
 FF0308* NAD 83(1986)-  35 14 41.     (N)    090 03 09.     (W)     SCALED    
 FF0308* NAVD 88     -        90.168  (meters)     295.83   (feet)  ADJUSTED  
 FF0308  ___________________________________________________________________
 FF0308  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0308  DYNAMIC HT  -          90.088 (meters)     295.56  (feet)  COMP
 FF0308  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0308
 FF0308  VERT ORDER  -  FIRST     CLASS II
 FF0308
 FF0308.The horizontal coordinates were scaled from a topographic map and have
 FF0308.an estimated accuracy of +/- 6 seconds.
 FF0308
 FF0308.The orthometric height was determined by differential leveling
 FF0308.and adjusted by the National Geodetic Survey in June 1991..
 FF0308
 FF0308.The geoid height was determined by GEOID03.
 FF0308
 FF0308.The dynamic height is computed by dividing the NAVD 88
 FF0308.geopotential number by the normal gravity value computed on the
 FF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0308.degrees latitude (g = 980.6199 gals.).
 FF0308
 FF0308.The modeled gravity was interpolated from observed gravity values.
 FF0308
 FF0308;                    North         East    Units  Estimated Accuracy
 FF0308;SPC TN       -   108,750.      231,270.      MT  (+/- 180 meters Scaled)
 FF0308
 FF0308                          SUPERSEDED SURVEY CONTROL
 FF0308
 FF0308  NGVD 29 (??/??/??)   90.131  (m)          295.70   (f) ADJUSTED    1 2
 FF0308
 FF0308.Superseded values are not recommended for survey control.
 FF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0308.See file dsdata.txt to determine how the superseded data were derived.
 FF0308
 FF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682041(NAD 83)
 FF0308_MARKER: DR = REFERENCE MARK DISK
 FF0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0308_STAMPING: BENJES NO 2 1929
 FF0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0308+STABILITY: SURFACE MOTION
 FF0308
 FF0308  HISTORY     - Date     Condition        Report By
 FF0308  HISTORY     - 1929     MONUMENTED       CGS
 FF0308  HISTORY     - 1957     GOOD             CGS
 FF0308  HISTORY     - 19971008 MARK NOT FOUND   TN1620
 FF0308
 FF0308                          STATION DESCRIPTION
 FF0308
 FF0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0308'3.8 MI NW FROM FRAYSER.
 FF0308'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0308'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0308'ALONG MARSH ROAD, THENCE 2.75 MILES NORTH AND NORTHWEST ALONG
 FF0308'BENJESTOWN ROAD, 0.25 MILE NORTH OF THE JUNCTION OF BILLION ROAD
 FF0308'LEADING WEST, 24 FEET EAST OF THE CENTER LINE OF ROAD, 51 FEET
 FF0308'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO A COTTON
 FF0308'GIN, 507 FEET SOUTH OF BENJES RM NO 1, 253.7 FEET SOUTH-SOUTHEAST
 FF0308'AND ACROSS THE ROAD FROM TRIANGULATION STATION BENJES, 125
 FF0308'FEET WEST OF THE SOUTHWEST CORNER OF A STONE HOUSE, 5 FEET EAST
 FF0308'OF A LONE 3 INCH HACKBERRY TREE, 1 1/2 FEET ABOVE THE LEVEL OF
 FF0308'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0308
 FF0308                          STATION RECOVERY (1997)
 FF0308
 FF0308'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1756 ***********************************************************************
 FF1756  DESIGNATION -  BENJES RM 3
 FF1756  PID         -  FF1756
 FF1756  STATE/COUNTY-  TN/SHELBY
 FF1756  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1756
 FF1756                         *CURRENT SURVEY CONTROL
 FF1756  ___________________________________________________________________
 FF1756* NAD 83(1986)-  35 14 41.     (N)    090 03 10.     (W)     SCALED    
 FF1756* NAVD 88     -        90.40   (meters)     296.6    (feet)  RESET     
 FF1756  ___________________________________________________________________
 FF1756  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1756
 FF1756  VERT ORDER  -  THIRD
 FF1756
 FF1756.The horizontal coordinates were scaled from a topographic map and have
 FF1756.an estimated accuracy of +/- 6 seconds.
 FF1756
 FF1756.The orthometric height was computed from unverified reset data.
 FF1756.No vertical observational check was made to the station.
 FF1756
 FF1756.The geoid height was determined by GEOID03.
 FF1756
 FF1756;                    North         East    Units  Estimated Accuracy
 FF1756;SPC TN       -   108,760.      231,240.      MT  (+/- 180 meters Scaled)
 FF1756
 FF1756                          SUPERSEDED SURVEY CONTROL
 FF1756
 FF1756  NGVD 29 (10/12/01)   90.36   (m)          296.5    (f) RESET       3  
 FF1756
 FF1756.Superseded values are not recommended for survey control.
 FF1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1756.See file dsdata.txt to determine how the superseded data were derived.
 FF1756
 FF1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV681041(NAD 83)
 FF1756_MARKER: DR = REFERENCE MARK DISK
 FF1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1756_SP_SET: CONCRETE POST
 FF1756_STAMPING: BENJES NO 3 1929
 FF1756_MARK LOGO: CGS   
 FF1756_PROJECTION: FLUSH
 FF1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1756+STABILITY: SURFACE MOTION
 FF1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1756+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FF1756
 FF1756  HISTORY     - Date     Condition        Report By
 FF1756  HISTORY     - 1957     MONUMENTED       CGS
 FF1756  HISTORY     - 19901213 GOOD             NGS
 FF1756  HISTORY     - 19971008 GOOD             TN1620
 FF1756
 FF1756                          STATION DESCRIPTION
 FF1756
 FF1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF1756'3.8 MI NW FROM FRYSER.
 FF1756'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF1756'ILLINOIS CENTRAL RAILROAD IN FREYSER, THENCE 0.55 MILE WEST ALONG
 FF1756'MARSH ROAD, THENCE 2.8 MILES WEST AND NORTHWEST ALONG BENJESTOWN
 FF1756'ROAD TO THE MARK, 21 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 FF1756'BLOCK BUILDING AND 68 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FF1756
 FF1756                          STATION RECOVERY (1990)
 FF1756
 FF1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1756'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF MEMPHIS, 17.7
 FF1756'KM (11.00 MI) SOUTHEAST OF MILLINGTON AND 4.8 KM (3.00 MI) WEST OF
 FF1756'U.S.HIGHWAY 51. OWNERSHIP-W.C. WALDON, 4378 BENJESTOWN ROAD, MEMPHIS
 FF1756'TN 38127. PHONE IS 901-358-4587. TO REACH THE STATION FROM THE
 FF1756'JUNCTION OF INTERSTATE HIGHWAY 40 AND U.S.HIGHWAY 51 (EXIT 1B) IN
 FF1756'MEMPHIS. GO NORTH ON U.S.HIGHWAY 51 FOR 10.02 KM (6.20 MI) TO A PAVED
 FF1756'CROSS ROAD. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 388 (WATKIN
 FF1756'ROAD) FRO 2.91 KM (1.80 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT
 FF1756'AND GO WEST ON NORTHHAVEN DRIVE FOR 0.36 KM (0.20 MI) TO A PAVED
 FF1756'CROSSROAD. TURN LEFT AND GO SOUTH AND WEST ON BRECKENWOOD ROAD FOR
 FF1756'2.58 KM (1.60 MI) TO A T JUNCTION. TURN LEFT AND GO SOUTH ON
 FF1756'BENJESTOWN ROAD FOR 0.81 KM (0.50 MI) TO A CONCRETE BLOCK GARAGE AND
 FF1756'THE STATION ON THE RIGHT. THE STATION IS LOCATED 26.5 M (86.9 FT)
 FF1756'WEST FROM BENJES 1929, 20.8 M (68.2 FT) WEST FROM THE CENTERLINE OF
 FF1756'BENJESTOWN ROAD AND 6.3 M (20.7 FT) NORTH-NORTHEAST FROM THE
 FF1756'NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING. THE STATION IS FLUSH
 FF1756'WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
 FF1756
 FF1756                          STATION RECOVERY (1997)
 FF1756
 FF1756'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1755 ***********************************************************************
 FF1755  DESIGNATION -  BENJES RM 4
 FF1755  PID         -  FF1755
 FF1755  STATE/COUNTY-  TN/SHELBY
 FF1755  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1755
 FF1755                         *CURRENT SURVEY CONTROL
 FF1755  ___________________________________________________________________
 FF1755* NAD 83(1986)-  35 14 41.     (N)    090 03 10.     (W)     SCALED    
 FF1755* NAVD 88     -        89.80   (meters)     294.6    (feet)  RESET     
 FF1755  ___________________________________________________________________
 FF1755  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1755
 FF1755  VERT ORDER  -  THIRD
 FF1755
 FF1755.The horizontal coordinates were scaled from a topographic map and have
 FF1755.an estimated accuracy of +/- 6 seconds.
 FF1755
 FF1755.The orthometric height was computed from unverified reset data.
 FF1755.No vertical observational check was made to the station.
 FF1755
 FF1755.The geoid height was determined by GEOID03.
 FF1755
 FF1755;                    North         East    Units  Estimated Accuracy
 FF1755;SPC TN       -   108,760.      231,240.      MT  (+/- 180 meters Scaled)
 FF1755
 FF1755                          SUPERSEDED SURVEY CONTROL
 FF1755
 FF1755  NGVD 29 (10/12/01)   89.76   (m)          294.5    (f) RESET       3  
 FF1755
 FF1755.Superseded values are not recommended for survey control.
 FF1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1755.See file dsdata.txt to determine how the superseded data were derived.
 FF1755
 FF1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV681041(NAD 83)
 FF1755_MARKER: DR = REFERENCE MARK DISK
 FF1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1755_SP_SET: CONCRETE POST
 FF1755_STAMPING: BENJES RM 4 1929
 FF1755_MARK LOGO: CGS   
 FF1755_PROJECTION: FLUSH
 FF1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1755+STABILITY: SURFACE MOTION
 FF1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1755+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FF1755
 FF1755  HISTORY     - Date     Condition        Report By
 FF1755  HISTORY     - 1957     MONUMENTED       CGS
 FF1755  HISTORY     - 19901213 GOOD             NGS
 FF1755  HISTORY     - 19971008 GOOD             TN1620
 FF1755
 FF1755                          STATION DESCRIPTION
 FF1755
 FF1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF1755'3.8 MI NW FROM FRAYSER.
 FF1755'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF1755'ILLINOIS CENTRAL RAILROAD IN FRAYSER, THENCE 0.55 MILE WESTALONG
 FF1755'MARSH ROAD THENCE 2.8 MILES WEST AND NORTHWEST ALONG BENJESTOWN
 FF1755'ROAD, 47 FEET NORTHEAST OF A 48 INCH OAK TREE, 3 FEET WEST OF A
 FF1755'POWER POLE AND 44 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FF1755
 FF1755                          STATION RECOVERY (1990)
 FF1755
 FF1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1755'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF MEMPHIS, 17.7
 FF1755'KM (11.00 MI) SOUTHEAST OF MILLINGTON AND 4.8 KM (3.00 MI) WEST OF
 FF1755'U.S.HIGHWAY 51. OWNERSHIP-W.C. WALDON, 4378 BENJESTOWN ROAD, MEMPHIS
 FF1755'TN 38127. PHONE IS 901-358-4587. TO REACH THE STATION FROM THE
 FF1755'JUNCTION OF INTERSTATE HIGHWAY 40 AND U.S.HIGHWAY 51 (EXIT 1B) IN
 FF1755'MEMPHIS. GO NORTH ON U.S.HIGHWAY 51 FOR 10.02 KM (6.20 MI) TO A PAVED
 FF1755'CROSS ROAD. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 388 (WATKIN
 FF1755'ROAD) FRO 2.91 KM (1.80 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT
 FF1755'AND GO WEST ON NORTHHAVEN DRIVE FOR 0.36 KM (0.20 MI) TO A PAVED
 FF1755'CROSSROAD. TURN LEFT AND GO SOUTH AND WEST ON BRECKENWOOD ROAD FOR
 FF1755'2.58 KM (1.60 MI) TO A T JUNCTION. TURN LEFT AND GO SOUTH ON
 FF1755'BENJESTOWN ROAD FOR 0.81 KM (0.50 MI) TO A CONCRETE BLOCK GARAGE AND
 FF1755'THE STATION ON THE RIGHT. THE STATION IS LOCATED 32.94 M (108.07 FT)
 FF1755'NORTH FROM BENJES 1929, 13.4 M (44.0 FT) WEST FROM THE CENTERLINE OF
 FF1755'BENJESTOWN ROAD AND 0.8 M (2.6 FT) WEST FROM A UTILITY POLE. THE
 FF1755'STATION IS FLUSH WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
 FF1755
 FF1755                          STATION RECOVERY (1997)
 FF1755
 FF1755'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0305 ***********************************************************************
 FF0305  DESIGNATION -  BENJESTOWN RAD STA WHBQ MAST 5
 FF0305  PID         -  FF0305
 FF0305  STATE/COUNTY-  TN/SHELBY
 FF0305  USGS QUAD   -  LOCKE (1970)
 FF0305
 FF0305                         *CURRENT SURVEY CONTROL
 FF0305  ___________________________________________________________________
 FF0305* NAD 83(1995)-  35 15 10.36005(N)    090 02 55.36232(W)     ADJUSTED  
 FF0305* NAVD 88     -        86.689  (meters)     284.41   (feet)  ADJUSTED  
 FF0305  ___________________________________________________________________
 FF0305  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FF0305  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0305  DYNAMIC HT  -          86.612 (meters)     284.16  (feet)  COMP
 FF0305  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FF0305
 FF0305  HORZ ORDER  -  THIRD
 FF0305  VERT ORDER  -  FIRST     CLASS II
 FF0305
 FF0305.The horizontal coordinates were established by classical geodetic methods
 FF0305.and adjusted by the National Geodetic Survey in April 1999..
 FF0305
 FF0305.The orthometric height was determined by differential leveling
 FF0305.and adjusted by the National Geodetic Survey in June 1991..
 FF0305
 FF0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0305
 FF0305.The geoid height was determined by GEOID03.
 FF0305
 FF0305.The dynamic height is computed by dividing the NAVD 88
 FF0305.geopotential number by the normal gravity value computed on the
 FF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0305.degrees latitude (g = 980.6199 gals.).
 FF0305
 FF0305.The modeled gravity was interpolated from observed gravity values.
 FF0305
 FF0305;                    North         East     Units Scale Factor Converg.
 FF0305;SPC TN       -   109,644.141   231,646.461   MT  0.99999949   -2 22 13.0
 FF0305;SPC TN       -   359,724.15    759,993.43   sFT  0.99999949   -2 22 13.0
 FF0305;SPC AR N     -   103,774.956   577,559.735   MT  0.99995256   +1 08 07.6
 FF0305;SPC AR N     -   340,468.33  1,894,877.23   sFT  0.99995256   +1 08 07.6
 FF0305;UTM  15      - 3,905,080.539   768,518.729   MT  1.00048868   +1 42 16.1
 FF0305;UTM  16      - 3,905,348.750   222,614.565   MT  1.00054835   -1 45 38.9
 FF0305
 FF0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0305!SPC TN       -   0.99999068  x   0.99999949  =   0.99999017
 FF0305!SPC AR N     -   0.99999068  x   0.99995256  =   0.99994324
 FF0305!UTM  15      -   0.99999068  x   1.00048868  =   1.00047935
 FF0305!UTM  16      -   0.99999068  x   1.00054835  =   1.00053902
 FF0305
 FF0305                          SUPERSEDED SURVEY CONTROL
 FF0305
 FF0305  NAD 83(1995)-  35 15 10.36636(N)    090 02 55.36278(W) AD(       ) 4
 FF0305  NAD 83(1995)-  35 15 10.36938(N)    090 02 55.36272(W) AD(       ) 4
 FF0305  NAD 83(1986)-  35 15 10.37085(N)    090 02 55.36332(W) AD(       ) 4
 FF0305  NAD 27      -  35 15 10.05700(N)    090 02 55.03400(W) AD(       ) 3
 FF0305  NGVD 29 (??/??/??)   86.653  (m)          284.29   (f) ADJUSTED    1 2
 FF0305
 FF0305.Superseded values are not recommended for survey control.
 FF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0305.See file dsdata.txt to determine how the superseded data were derived.
 FF0305
 FF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6851905081(NAD 83)
 FF0305_MARKER: Q = CHISELED SQUARE
 FF0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0305_SP_SET: CONCRETE FOUNDATION
 FF0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0305+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0305
 FF0305  HISTORY     - Date     Condition        Report By
 FF0305  HISTORY     - 1957     MONUMENTED       CGS
 FF0305  HISTORY     - 1957     GOOD             CGS
 FF0305  HISTORY     - 20021021 GOOD             USACE
 FF0305
 FF0305                          STATION DESCRIPTION
 FF0305
 FF0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0305'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, RADIO
 FF0305'STATION WHBQ NO. 5 MAST, LOCATED ABOUT 7-1/2 MILES NORTH
 FF0305'OF THE CENTER OF MEMPHIS AT THE WHBQ BROADCASTING STATION.
 FF0305'THE MAST IS THE SOUTH CENTER ONE OF FIVE IDENTICAL MASTS
 FF0305'AND THEY ARE LOCATED IN A PARALLELOGRAM FIGURE.
 FF0305'
 FF0305'THE MAST IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE
 FF0305'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, HAS A BLINKING
 FF0305'RED LIGHT AT THE TOP AND IS 315 FEET HIGH.
 FF0305'
 FF0305'TO REACH THE STATION FROM THE WOLF RIVER BRIDGE AT THE NORTHWEST
 FF0305'EDGE OF MEMPHIS, GO NORTH ON U.S. HIGHWAY 51 FOR 1.95 MILES
 FF0305'TO MILLINGTON ROAD.  TURN LEFT AND GO NORTH FOR 0.4 MILE
 FF0305'TO CARROLTON ROAD.  TURN LEFT AND GO WEST FOR 0.7 MILE TO
 FF0305'BENJESTOWN ROAD.  TURN RIGHT AND GO NORTH ON BENJESTOWN
 FF0305'ROAD FOR 2.3 MILES TO CIRCLE ROAD.  TURN RIGHT AND GO EAST
 FF0305'ON CIRCLE ROAD FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT.
 FF0305'TURN LEFT FOR 0.05 MILE TO THE STATION.
 FF0305
 FF0305                          STATION RECOVERY (1957)
 FF0305
 FF0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0305'4.7 MI N FROM FRAYSER.
 FF0305'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0305'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0305'ALONG MARSH ROAD, THENCE 3.3 MILES NORTH AND NORTHWEST ALONG
 FF0305'BENJESTOWN ROAD, THENCE 0.3 MILE EAST ALONG CIRCLE ROAD, THENCE
 FF0305'0.1 MILE NORTH ACROSS A PASTURE, AN OUTLINED SQUARE ON TOP OF THE
 FF0305'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF RADIO TOWER NO.
 FF0305'1 WHICH IS THE SOUTHWEST ONE OF 5 TOWERS.  GROUND ELEVATION FOR
 FF0305'RADIO STATION WHBQ.
 FF0305
 FF0305                          STATION RECOVERY (2002)
 FF0305
 FF0305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1881 ***********************************************************************
 FC1881  DESIGNATION -  BENNETT
 FC1881  PID         -  FC1881
 FC1881  STATE/COUNTY-  TN/SEQUATCHIE
 FC1881  USGS QUAD   -  KETNER GAP (1976)
 FC1881
 FC1881                         *CURRENT SURVEY CONTROL
 FC1881  ___________________________________________________________________
 FC1881* NAD 83(1995)-  35 14 10.57311(N)    085 24 35.77296(W)     ADJUSTED  
 FC1881* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 FC1881  ___________________________________________________________________
 FC1881  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FC1881  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1881
 FC1881  HORZ ORDER  -  SECOND
 FC1881
 FC1881.The horizontal coordinates were established by classical geodetic methods
 FC1881.and adjusted by the National Geodetic Survey in April 1999..
 FC1881
 FC1881.The orthometric height was scaled from a topographic map.
 FC1881
 FC1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1881
 FC1881.The geoid height was determined by GEOID03.
 FC1881
 FC1881;                    North         East     Units Scale Factor Converg.
 FC1881;SPC TN       -   100,343.216   653,710.291   MT  1.00000245   +0 20 43.6
 FC1881;SPC TN       -   329,209.37  2,144,714.51   sFT  1.00000245   +0 20 43.6
 FC1881;UTM  16      - 3,900,403.526   644,683.842   MT  0.99985798   +0 55 03.2
 FC1881
 FC1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1881!SPC TN       -   0.99989141  x   1.00000245  =   0.99989386
 FC1881!UTM  16      -   0.99989141  x   0.99985798  =   0.99974940
 FC1881
 FC1881|---------------------------------------------------------------------|
 FC1881| PID    Reference Object                     Distance      Geod. Az  |
 FC1881|                                                           dddmmss.s |
 FC1881| CG5588 BENNETT RM 1                         47.381 METERS 05235     |
 FC1881| FC1859 SIGNAL MOUNTAIN STANDPIPE           APPROX.13.2 KM 1490721.3 |
 FC1881| CG5589 BENNETT RM 2                         41.438 METERS 16500     |
 FC1881| CG5587 BENNETT AZ MK                                      1942634.7 |
 FC1881| FC1882 KETNER                              APPROX. 7.5 KM 2144458.7 |
 FC1881|---------------------------------------------------------------------|
 FC1881
 FC1881                          SUPERSEDED SURVEY CONTROL
 FC1881
 FC1881  NAD 83(1995)-  35 14 10.57374(N)    085 24 35.77343(W) AD(       ) 2
 FC1881  NAD 83(1995)-  35 14 10.57371(N)    085 24 35.77454(W) AD(       ) 2
 FC1881  NAD 83(1995)-  35 14 10.57450(N)    085 24 35.77313(W) AD(       ) 2
 FC1881  NAD 83(1986)-  35 14 10.57601(N)    085 24 35.77296(W) AD(       ) 2
 FC1881  NAD 27      -  35 14 10.31600(N)    085 24 35.90200(W) AD(       ) 2
 FC1881
 FC1881.Superseded values are not recommended for survey control.
 FC1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1881.See file dsdata.txt to determine how the superseded data were derived.
 FC1881
 FC1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE4468400404(NAD 83)
 FC1881_MARKER: DD = SURVEY DISK
 FC1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1881
 FC1881  HISTORY     - Date     Condition        Report By
 FC1881  HISTORY     - 1934     MONUMENTED       CGS
 FC1881  HISTORY     - 1967     POOR             CGS
 FC1881  HISTORY     - 1972     GOOD             LOCENG
 FC1881
 FC1881                          STATION DESCRIPTION
 FC1881
 FC1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1881'ABOUT 6-1/4 MILES WEST-NORTHWEST OF FAIRMOUNT, 5-1/2 MILES SOUTH BY
 FC1881'EAST OF DAUS, 5 MILES EAST OF SHIRLEYTON, 1 MILE NORTH OF BENNETT
 FC1881'GAP, ON HIGH POINT ON WEST SIDE OF WALDEN RIDGE, AT HEAD OF NORTH
 FC1881'SUCK CREEK, IN WOODS, 24 FEET WEST OF CENTER LINE OF PIKE, AND 21.4
 FC1881'FEET NORTHWEST OF TRIANGLE-BLAZED 24-INCH OAK TREE. TO REACH FROM
 FC1881'COURTHOUSE IN JASPER, GO NORTH 28.15 MILES (0.65 MILE PAST SIGNAL
 FC1881'MOUNTAIN CEMENT PLANT) ON TEMPORARY U.S. ROUTES 41 AND 64, TURN LEFT
 FC1881'ONTO CONCRETE ROAD AT LARGE ARROW SIGNAL MOUNTAIN AND GO 3.0
 FC1881'MILES, TURN SHARPLY TO LEFT AT VOLUNTEER FOOD STORE AND GO 0.1
 FC1881'MILE, TURN RIGHT ONTO MARYLAND AVENUE AND GO 0.25 MILE, CONTINUE
 FC1881'STRAIGHT AHEAD (NORTH) 3.1 MILES ON JAMES BOULEVARD TO SMALL
 FC1881'STORE AND ARROW ANDERSON PIKE, FOLLOW LEFT FORK (ASPHALT) 2.05 MILES
 FC1881'TO LOG HOUSE ON RIGHT, AND FOLLOW LEFT FOR 6.2 MILES (1.5 MILES
 FC1881'PAST UNPAINTED SCHOOL ON LEFT) TO TRIANGLE-BLAZED OAK TREE AT TOP OF
 FC1881'GRADE AND STATION SITE. SURFACE AND UNDERGROUND MARKS ARE
 FC1881'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FC1881'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1881'NO. 1 IS 41 FEET EAST OF CENTER LINE OF HIGHWAY AND 155.45 FEET
 FC1881'FROM STATION. NO. 2 IS 34 FEET EAST OF
 FC1881'CENTER LINE OF HIGHWAY, 17.6 FEET WEST OF 20-INCH GUM TREE, AND
 FC1881'135.96 FEET FROM STATION. AZIMUTH MARK IS
 FC1881'IN RIGHT-OF-WAY, ABOUT 2 FEET HIGHER AND 36 FEET EAST OF CENTER LINE
 FC1881'OF HIGHWAY, AND 0.15 MILE FROM STATION.
 FC1881
 FC1881                          STATION RECOVERY (1967)
 FC1881
 FC1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1881'THE SURFACE STATION MARK WAS FOUND LEANING BADLY AND NEARLY COVERED.
 FC1881'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FC1881'RECOVERED AND FOUND IN GOOD CONDITION. THE SURFACE STATION MARK WAS
 FC1881'REMOVED AND THE UNDERGROUND STATION MARK WAS FOUND IN
 FC1881'EXCELLENT CONDITION, AND THE HORIZONTAL DISTANCE MEASUREMENTS FROM
 FC1881'THIS MARK TO THE 1934 REFERENCE MARKS CHECKED FLAT. A FIRM
 FC1881'PLUMBING BENCH WAS THEN ERECTED OVER THE UNDERGROUND MARK AND THE
 FC1881'POINT HELD, THE UNDERGROUND MARK WAS COVERED WITH BOARDS AND A THIN
 FC1881'LAYER OF SAND, AND THE ORIGINAL STATION MARK WITH THE 1967 DATE
 FC1881'ADDED WAS LOWERED INTO THE HOLE, PLUMBED INTO ITS EXACT, ORIGINAL,
 FC1881'HORIZONTAL POSITION, AND FIRMLY CEMENTED AROUND TO WITHIN ABOUT
 FC1881'ONE FOOT OF THE SURFACE. THE STATION WAS THEN OCCUPIED AND THE
 FC1881'HORIZONTAL ANGLES BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 FC1881'WERE OBSERVED, AND FOUND IN AGREEMENT WITH THE 1934 OBSERVATIONS.
 FC1881'
 FC1881'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1881'
 FC1881'THE STATION IS LOCATED ON A HIGH POINT ON THE WEST SIDE OF WALDEN
 FC1881'RIDGE AT THE HEAD OF SUCK CREEK, ABOUT 11 MILES SOUTH OF DUNLAP, 6
 FC1881'1/2 MILES WEST-NORTHWEST OF FAIRMONT, 5-1/2 MILES SOUTH-SOUTHEAST OF
 FC1881'DAUS, AND 1 MILE NORTH OF BENNETT GAP.
 FC1881'
 FC1881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 127 AND STATE
 FC1881'ROUTES 8 AND 28 ABOUT 4 MILES SOUTH OF DUNLAP, GO SOUTHERLY ON U.S.
 FC1881'HIGHWAY 127 AND STATE ROUTE 8 FOR 7.4 MILES TO A FIRE LOOKOUT TOWER
 FC1881'AND ROADSIDE PARK ON THE LEFT AND THE STATION ON THE RIGHT.
 FC1881'
 FC1881'THE STATION IS ALONG THE WEST SIDE OF THE HIGHWAYS ABOUT 100 YARDS
 FC1881'NO. SM 4002, 146 FEET SOUTH OF POWERLINE POLE NO. SM 4001, 44 FEET
 FC1881'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE ROUTE 8,
 FC1881'AND 1.4 FT E OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FC1881'SET IN THE TOP OF A 12-IN, ROUND, CONC MONUMENT THAT PROJECTS ABOUT 5
 FC1881'IN AND THE DISK IS STAMPED BENNETT 1934 1967.
 FC1881'
 FC1881'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAYS NORTHEAST OF THE STATION,
 FC1881'74 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. SM 4002, 41 FEET EAST
 FC1881'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE ROUTE 8, 12.5
 FC1881'FEET SOUTH OF A 12-INCH HICKORY TREE, AND 0.8 OF A FOOT WEST OF A
 FC1881'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC1881'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 FC1881'DISK IS STAMPED BENNETT NO 1 1934.
 FC1881'
 FC1881'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAYS SOUTH-SOUTHEAST OF THE
 FC1881'STATION, 70 FEET EAST-NORTHEAST OF POWERLINE POLE NO. SM 4001, 32
 FC1881'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE
 FC1881'ROUTE 8, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1881'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FC1881'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED BENNETT NO 2 1934
 FC1881'
 FC1881'DUE TO THICK BRUSH AND TREES ON LINE, NO EFFORT WAS MADE TO MEASURE
 FC1881'BETWEEN THE REFERENCE MARKS.
 FC1881'
 FC1881'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAYS, 71
 FC1881'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER POST, 33 FEET EAST OF
 FC1881'THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE ROUTE 8, 13.5
 FC1881'FEET WEST-NORTHWEST OF A 20-INCH, FORKED TRUNKED, TRIANGLE BLAZED
 FC1881'OAK TREE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1881'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FC1881'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FC1881'BENNETT AZI 1934.
 FC1881'
 FC1881'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 FC1881'U.S. HIGHWAY 127 AND STATE ROUTE 8 FOR 0.15 MILE TO A LOW CUT AND
 FC1881'THE THE MARK ON THE LEFT.
 FC1881'
 FC1881'NOTE- THE SHANK OF THE BALL AT THE APEX OF THE ROOF WAS THE POINT
 FC1881'INTERSECTED FOR THE UNIDENTIFIED LOOKOUT TOWER. A TRAVERSE
 FC1881'CONNECTION TO THE BASE OF THIS TOWER COULD NOT BE MADE.
 FC1881
 FC1881                          STATION RECOVERY (1972)
 FC1881
 FC1881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1881'RECOVERED BY ERVIN AND FINLEY.
 FC1881'
 FC1881'GOOD - AZIMUTH MARK GOOD - (24 IN OAK TREE GONE)
 FC1881'
 FC1881'BENNETT 1934 AZ.
 FC1881'
 FC1881'BOTH BENNETT TRIANGULATION STA AND AZ MARK LOCATED AND USED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1472 ***********************************************************************
 FD1472  DESIGNATION -  BENNETT
 FD1472  PID         -  FD1472
 FD1472  STATE/COUNTY-  TN/RUTHERFORD
 FD1472  USGS QUAD   -  SMYRNA (1998)
 FD1472
 FD1472                         *CURRENT SURVEY CONTROL
 FD1472  ___________________________________________________________________
 FD1472* NAD 83(1995)-  35 55 54.12090(N)    086 37 12.15093(W)     ADJUSTED  
 FD1472* NAVD 88     -       336.9    (meters)    1105.     (feet)  VERTCON   
 FD1472  ___________________________________________________________________
 FD1472  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FD1472  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD1472
 FD1472  HORZ ORDER  -  FIRST
 FD1472
 FD1472.The horizontal coordinates were established by classical geodetic methods
 FD1472.and adjusted by the National Geodetic Survey in April 1999..
 FD1472
 FD1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1472
 FD1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1472
 FD1472.The geoid height was determined by GEOID03.
 FD1472
 FD1472;                    North         East     Units Scale Factor Converg.
 FD1472;SPC TN       -   177,514.622   544,049.748   MT  0.99994985   -0 21 46.8
 FD1472;SPC TN       -   582,395.89  1,784,936.55   sFT  0.99994985   -0 21 46.8
 FD1472;UTM  16      - 3,976,439.746   534,274.301   MT  0.99961447   +0 13 22.7
 FD1472
 FD1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1472!SPC TN       -   0.99995164  x   0.99994985  =   0.99990150
 FD1472!UTM  16      -   0.99995164  x   0.99961447  =   0.99956613
 FD1472
 FD1472:                Primary Azimuth Mark                     Grid Az
 FD1472:SPC TN       -  BENNETT AZ MK                            009 23 23.6
 FD1472:UTM  16      -  BENNETT AZ MK                            008 48 14.1
 FD1472
 FD1472|---------------------------------------------------------------------|
 FD1472| PID    Reference Object                     Distance      Geod. Az  |
 FD1472|                                                           dddmmss.s |
 FD1472| CG5584 BENNETT AZ MK                                      0090136.8 |
 FD1472| GC2213 SEWART AIR FORCE BASE TANK          APPROX.13.2 KM 0501939.0 |
 FD1472| FD1474 SMYRNA SOUTHEAST MUNICIPAL TK       APPROX.10.5 KM 0641304.2 |
 FD1472| FD1422 SINGER COMPANY WATER TANK           APPROX.14.2 KM 0964408.6 |
 FD1472| FD1415 MURFREESBORO CARNATION CO STK       APPROX.21.7 KM 1145853.8 |
 FD1472| CG5585 BENNETT RM 1                         37.321 METERS 24912     |
 FD1472| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.17.1 KM 2953737.9 |
 FD1472| CG5586 BENNETT RM 2                         38.496 METERS 35522     |
 FD1472|---------------------------------------------------------------------|
 FD1472
 FD1472                          SUPERSEDED SURVEY CONTROL
 FD1472
 FD1472  NAD 83(1995)-  35 55 54.12670(N)    086 37 12.15440(W) AD(       ) 1
 FD1472  NAD 83(1986)-  35 55 54.13151(N)    086 37 12.15272(W) AD(       ) 1
 FD1472  NAD 27      -  35 55 53.90000(N)    086 37 12.16600(W) AD(       ) 1
 FD1472  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 FD1472
 FD1472.Superseded values are not recommended for survey control.
 FD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1472.See file dsdata.txt to determine how the superseded data were derived.
 FD1472
 FD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3427476440(NAD 83)
 FD1472_MARKER: Z = SEE DESCRIPTION
 FD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1472
 FD1472  HISTORY     - Date     Condition        Report By
 FD1472  HISTORY     - 1880     MONUMENTED       CGS
 FD1472  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FD1472  HISTORY     - 1960     GOOD             CGS
 FD1472
 FD1472                          STATION DESCRIPTION
 FD1472
 FD1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1472'ABOUT 6.5 MILES SOUTHWEST OF SMYRNA, 0.5 MILE SOUTHWEST OF ROCKY FORK
 FD1472'PIKE, ON
 FD1472'WILLIAMSON-RUTHERFORD COUNTY LINE, ABOUT AT CENTER OF HIGHEST PART
 FD1472'OF ROUNDED SUMMIT OF
 FD1472'HIGH WOODED PEAK, AND ON PROPERTY OF NOBLE
 FD1472'NARON.  TO REACH FROM MURFREESBORO POST
 FD1472'OFFICE, FOLLOW U S ROUTE 41
 FD1472'WEST 10.65 MILES, TURN LEFT ONTO GRAVEL ROAD AND GO 2.70
 FD1472'MILES, TURN RIGHT
 FD1472'ONTO ROCKY FORK PIKE AND GO 5.5 MILES ON THIS MAIN ROAD, TURN
 FD1472'LEFT ONTO ROUGH WAGON
 FD1472'ROAD AND CONTINUE 0.3 MILE TO HOME OF ANDREW
 FD1472'NARON (END OF TRUCK TRAVEL).  CONTINUE
 FD1472'EAST UP RIDGE ALONG EDGE OF
 FD1472'PLOWED FIELD ABOUT 0.5 MILE TO SUMMIT AND STATION, ON
 FD1472'EAST EDGE OF
 FD1472'CLEARED SPACE, 23 FEET WEST OF 6-INCH TWIN OAK TREE WITH TRIANGULAR
 FD1472'BLAZE, AND 35 FEET
 FD1472'EAST OF 12-INCH STUMP.  SURFACE MARK IS
 FD1472'INTERSECTION OF NORTH-SOUTH AND
 FD1472'EAST-WEST GROOVES CUT IN TOP OF STONE
 FD1472'POST, 8 INCHES SQUARE BY 2.5 FEET LONG, PROJECTING
 FD1472'3 INCHES ABOVE
 FD1472'GROUND.  UNDERGROUND MARK IS DRILL HOLE FILLED WITH LEAD, ON WHICH IS
 FD1472'MARKED A CROSS IN
 FD1472'SOLID ROCK, ABOUT 2.5 FEET BELOW SURFACE OF GROUND.
 FD1472'IN 1933 SURFACE MARK WAS FOUND BADLY
 FD1472'CHIPPED ON TOP AND PUSHED OUT OF
 FD1472'ALIGNMENT.  UNDERGROUND MARK WAS IN GOOD CONDITION.  IN
 FD1472'1934 ORIGINAL
 FD1472'SURFACE MARK WAS RESET AND STANDARD STATION DISK WAS SET IN DRILL
 FD1472'HOLE IN ITS TOP.
 FD1472'TWO REFERENCE MARKS AND AZIMUTH MARK WERE ALSO SET
 FD1472'IN 1934.  REFERENCE MARKS ARE
 FD1472'STANDARD REFERENCE DISKS IN CONCRETE,
 FD1472'NO 1 IS DOWN SOUTHWEST SLOPE, ALONG
 FD1472'CLEARED LINE, AND
 FD1472'121.82 FEET FROM STATION.  NO 2 IS DOWN
 FD1472'NORTHWEST
 FD1472'SLOPE, 126.25 FEET FROM STATION.
 FD1472'AZIMUTH MARK IS STANDARD
 FD1472'REFERENCE DISK IN LARGE FLAT ROCK.
 FD1472'ON ROCKY FORK PIKE, ON NORTHWEST SIDE OF
 FD1472'ROAD, OPPOSITE WAGON ROAD,
 FD1472'AND 0.8 MILE FROM STATION.
 FD1472
 FD1472                          STATION RECOVERY (1960)
 FD1472
 FD1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1472'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 FD1472'CHANGES A NEW TO REACH
 FD1472'FOLLOWS.
 FD1472'
 FD1472'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF SMYRNA, AND 0.5
 FD1472'MILE SOUTHWEST OF
 FD1472'ROCKY FORK PIKE.  THE PROPERTY IS OWNED BY MR NOBLE
 FD1472'NARON.
 FD1472'
 FD1472'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO NORTHWEST AND
 FD1472'WEST ON ROCK SPRINGS ROAD
 FD1472'FOR 1.7 MILES TO A CROSSROAD AT LOAFERS CORNER,
 FD1472'CONTINUE WEST ON ROCK SPRINGS ROAD
 FD1472'FOR 4.4 MILE TO A SIDE ROAD LEFT,
 FD1472'TURN LEFT, SOUTH, ON GRAVELED ROAD FOR 1.4 MILE TO A
 FD1472'T-INTERSECTION
 FD1472'WITH OILED ROAD, TURN RIGHT, WEST, FOR 0.65 MILE TO MR ANDREW NARONS
 FD1472'HOME ON THE LEFT,
 FD1472'CONTINUE WEST FOR 0.05 MILE TO A GRAVELED ROAD ON
 FD1472'THE LEFT AND THE AZIMUTH MARK ON THE
 FD1472'RIGHT.  TURN LEFT, SOUTH, FOR
 FD1472'0.5 MILE TO A WIRE GATE ON THE LEFT AND END OF TRUCK
 FD1472'TRAVEL.  PACK
 FD1472'EASTERLY FOR ABOUT 0.5 MILE TO THE SUMMIT OF HILL AND STATION.
 FD1472'
 FD1472'STATION MARK IS 23 FEET WEST OF TWIN OAK TREE WITH TRIANGULAR BLAZE
 FD1472'AND 1 FOOT SOUTHEAST OF A
 FD1472'CAIRN.  THE UNDERGROUND STATION MARK IS A DRILL HOLE
 FD1472'IN SOLID ROCK, FILLED WITH LEAD
 FD1472'ON WHICH IS MARKED A CROSS, ABOUT 2.5
 FD1472'FEET BELOW SURFACE.  THE SURFACE STATION MARK IS A
 FD1472'STANDARD DISK
 FD1472'CEMENTED IN A DRILL HOLE IN A 8 INCH SQUARE SOLID ROCK, WHICH
 FD1472'PROJECTS 6 INCHES,
 FD1472'AND IS STAMPED BENNETT 1934.
 FD1472'
 FD1472'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A CONCRETE POST, WHICH
 FD1472'PROJECTS 14 INCHES, AND IS
 FD1472'STAMPED BENNETT NO 1 1934.
 FD1472'
 FD1472'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A CONCRETE POST, WHICH
 FD1472'PROJECTS 14 INCHES, AND IS
 FD1472'STAMPED BENNETT NO 2 1934.
 FD1472'
 FD1472'AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF AN OILED ROAD, 7 FEET
 FD1472'WEST OF A GATE POST, 2 FEET
 FD1472'SOUTH OF A WIRE FENCE, AND 2 FEET NORTHWEST OF A
 FD1472'CAIRN.  THE MARK IS A STANDARD
 FD1472'REFERENCE MARK DISK CEMENTED IN A
 FD1472'DRILL HOLE IN A LARGE FLAT ROCK, AND IS STAMPED
 FD1472'BENNETT AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3504 ***********************************************************************
 GA3504  DESIGNATION -  BENT
 GA3504  PID         -  GA3504
 GA3504  STATE/COUNTY-  TN/GREENE
 GA3504  USGS QUAD   -  MOHAWK (1980)
 GA3504
 GA3504                         *CURRENT SURVEY CONTROL
 GA3504  ___________________________________________________________________
 GA3504* NAD 83(1995)-  36 12 58.49323(N)    083 06 57.24665(W)     ADJUSTED  
 GA3504* NAVD 88     -       472.5    (meters)    1550.     (feet)  VERTCON   
 GA3504  ___________________________________________________________________
 GA3504  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GA3504  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA3504
 GA3504  HORZ ORDER  -  SECOND
 GA3504
 GA3504.The horizontal coordinates were established by classical geodetic methods
 GA3504.and adjusted by the National Geodetic Survey in April 1999..
 GA3504
 GA3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3504
 GA3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3504
 GA3504.The geoid height was determined by GEOID03.
 GA3504
 GA3504;                    North         East     Units Scale Factor Converg.
 GA3504;SPC TN       -   212,730.335   859,283.971   MT  0.99997059   +1 41 18.5
 GA3504;SPC TN       -   697,932.77  2,819,167.49   sFT  0.99997059   +1 41 18.5
 GA3504;UTM  17      - 4,010,009.434   309,807.627   MT  1.00004572   -1 15 01.9
 GA3504
 GA3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3504!SPC TN       -   0.99993075  x   0.99997059  =   0.99990134
 GA3504!UTM  17      -   0.99993075  x   1.00004572  =   0.99997646
 GA3504
 GA3504:                Primary Azimuth Mark                     Grid Az
 GA3504:SPC TN       -  BENT AZ MK                               035 31 32.5
 GA3504:UTM  17      -  BENT AZ MK                               038 27 52.9
 GA3504
 GA3504|---------------------------------------------------------------------|
 GA3504| PID    Reference Object                     Distance      Geod. Az  |
 GA3504|                                                           dddmmss.s |
 GA3504| DB8724 BENT AZ MK                                         0371251.0 |
 GA3504| DB8726 BENT RM 1                            17.806 METERS 04920     |
 GA3504| GA3666 HIGH SPUR RESET                     APPROX.16.5 KM 0520009.7 |
 GA3504| DB8725 BENT AZ MK RESET                                   2520319.1 |
 GA3504| GA3506 AIRWAY BEACON 20                    APPROX. 6.0 KM 3010200.7 |
 GA3504| DB8727 BENT RM 2                            12.375 METERS 33555     |
 GA3504|---------------------------------------------------------------------|
 GA3504
 GA3504                          SUPERSEDED SURVEY CONTROL
 GA3504
 GA3504  NAD 83(1995)-  36 12 58.49755(N)    083 06 57.25064(W) AD(       ) 2
 GA3504  NAD 83(1995)-  36 12 58.50435(N)    083 06 57.25288(W) AD(       ) 2
 GA3504  NAD 83(1995)-  36 12 58.49928(N)    083 06 57.24973(W) AD(       ) 2
 GA3504  NAD 83(1986)-  36 12 58.50262(N)    083 06 57.24987(W) AD(       ) 2
 GA3504  NAD 27      -  36 12 58.15500(N)    083 06 57.66100(W) AD(       ) 2
 GA3504  NGVD 29 (07/19/86)  472.7    (m)         1551.     (f) VERT ANG       
 GA3504
 GA3504.Superseded values are not recommended for survey control.
 GA3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3504.See file dsdata.txt to determine how the superseded data were derived.
 GA3504
 GA3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0980810009(NAD 83)
 GA3504_MARKER: DS = TRIANGULATION STATION DISK
 GA3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3504
 GA3504  HISTORY     - Date     Condition        Report By
 GA3504  HISTORY     - 1934     MONUMENTED       CGS
 GA3504  HISTORY     - 1961     GOOD             CGS
 GA3504  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA3504  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA3504
 GA3504                          STATION DESCRIPTION
 GA3504
 GA3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3504'ABOUT 9.75 MILES EAST OF MORRISTOWN, ON SUMMIT OF LONG NARROW RIDGE
 GA3504'WHICH IS HIGHEST
 GA3504'PART OF BAYS MOUNTAIN, ABOUT 1/2 MILE SOUTH OF NORTH
 GA3504'END OF RIDGE, AND IN ITS
 GA3504'LOGITUDINAL CENTER.  TO REACH FROM MAIN
 GA3504'CROSSROADS IN RUSSELLVILLE, GO EAST 5.4
 GA3504'MILES ON GRAVEL ROAD TO POINT
 GA3504'WHERE MAIN ROAD TURNS SOUTH, CONTINUE STRAIGHT AHEAD ABOUT
 GA3504'1 MILE ON ROUGH
 GA3504'DIRT ROAD, TURN NORTH ONTO ROUGH DIRT ROAD ALONG EAST SIDE OF
 GA3504'CROSS RIDGE AND CONTINUE
 GA3504'0.8 MILE, TURN WEST ACROSS OPEN FIELD,
 GA3504'THENCE WEST 0.2 MILE TO TOP OF RIDGE AND
 GA3504'NORTH 0.3 MILE ALONG RIDGE
 GA3504'TO SUMMIT AND STATION SITE 30 FEET EAST OF CENTER OF FARM
 GA3504'ROAD
 GA3504'CROSSING TOP OF KNOLL.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3504'STATION DISKS IN
 GA3504'CONCRETE.  REFERENCE AND AZIMUTH
 GA3504'MARKS ARE STANDARD REFERENCE DISKS
 GA3504'IN CONCRETE.  NO. 1 IS
 GA3504'ALONG CENTER OF RIDGE AND 58.50 FEET FROM STATION N 49 DEG 20 MIN E.
 GA3504'NO. 2 IS WEST OF ROAD, DOWN WEST SLOPE OF
 GA3504'RIDGE, AND 40.60
 GA3504'FEET FROM STATION N 24 DEG 54 MIN W.
 GA3504'AZIMUTH MARK IS NORTHWEST OF
 GA3504'NORTHWEST CORNER OF WHEAT FIELD, 50 FEET
 GA3504'SOUTH OF NORTHEAST CORNER OF WOODS PATCH, 3
 GA3504'FEET EAST OF DIM RIDGE
 GA3504'PATH, AT BEGINNING OF SLOPE OF NEXT KNOLL TO NORTH, IN
 GA3504'DIRECTION
 GA3504'ALONG CENTER OF RIDGE, AND ABOUT 535 YARDS FROM STATION
 GA3504'N 37 DEG 13 MIN E.
 GA3504
 GA3504                          STATION RECOVERY (1961)
 GA3504
 GA3504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3504'THE STATION, REFERENCE NO. 1, REFERENCE NO. 2 AND BENT AZIMUTH MARKS
 GA3504'WERE RECOVERED AND
 GA3504'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK MENTIONED IN
 GA3504'THE ORIGINAL DESCRIPTION WAS
 GA3504'RECOVERED AND FOUND IN FAIR CONDITION.
 GA3504'THE SOUTH SIDE OF THE MONUMENT HAS BEEN BROKEN
 GA3504'OFF.  A HORIZONTAL
 GA3504'DIRECTION COULD NOT BE MEASURED BECAUSE OF TREES.  FOLLOWING IS A
 GA3504'NEW AND COMPLETE
 GA3504'DESCRIPTION.
 GA3504'
 GA3504'THE STATION IS LOCATED ABOUT 9 MILES EAST OF MORRISTOWN, 5 MILES WEST
 GA3504'OF MOHAWK AND 1/2 MILE SOUTH
 GA3504'OF THE NORTH END OF A WOODED RIDGE.
 GA3504'
 GA3504'TO REACH THE STATION FROM THE POST OFFICE IN MOHAWK, GO SOUTHEAST ON
 GA3504'A HARD SURFACE ROAD FOR
 GA3504'0.55 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE
 GA3504'STRAIGHT AHEAD FOR 1.9 MILES TO A
 GA3504'CROSSROAD, TURN RIGHT AND GO 0.4
 GA3504'MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING THE
 GA3504'DAY GROCERY STORE,
 GA3504'TURN RIGHT AND GO 0.25 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 GA3504'GO 0.9 MILE TO A
 GA3504'T-ROAD, TURN RIGHT AND GO 0.25 MILE TO A FORK, KEEP
 GA3504'LEFT AND GO 1.05 MILES TO A FORK,
 GA3504'KEEP LEFT AND GO 0.7 MILE TO A
 GA3504'REVERSE Y, CONTINUE TO THE RIGHT AND GO 0.05 MILE TO
 GA3504'CRITTENDEN
 GA3504'GROCERY STORE ON THE RIGHT*.  TURN RIGHT AND GO NORTHERLY FOR 0.65
 GA3504'MILE TO A DIM
 GA3504'FIELD ROAD ON THE LEFT, TURN LEFT PICKING BEST ROUTE
 GA3504'SOUTHWESTERLY CROSSING UNDER
 GA3504'POWER LINES TO A TRACK ROAD, A DISTANCE
 GA3504'OF ABOUT 0.1 MILE, TURN RIGHT ON THE TRACK ROAD
 GA3504'AND GO WESTERLY UP
 GA3504'HILL FOR 0.1 MILE TO A GATE, PASS THROUGH GATE , THEN TURN RIGHT
 GA3504'AND GO NORTHERLY
 GA3504'FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO 0.05
 GA3504'MILE TO THE STATION.
 GA3504'
 GA3504'THE STATION MARK IS A STANDARD DISK, STAMPED BENT 1934, SET IN A
 GA3504'SQUARE CONCRETE
 GA3504'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 29 FEET NORTHEAST OF
 GA3504'THE CENTER OF A TRACK ROAD,
 GA3504'SET IN A WIRE FENCE AND SET IN ABOUT THE
 GA3504'CENTER OF THE RIDGE.
 GA3504'
 GA3504'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BENT NO 1 1934, SET
 GA3504'IN A SQUARE CONCRETE
 GA3504'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 10 FEET
 GA3504'SOUTHEAST OF A WIRE FENCE, 7 FEET
 GA3504'NORTH OF A FORKED TREE AND ABOUT 2
 GA3504'FEET LOWER THAN THE STATION ELEVATION.
 GA3504'
 GA3504'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BENT NO 2 1934, SET
 GA3504'IN A SQUARE CONCRETE
 GA3504'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 38 FEET
 GA3504'NORTHWEST OF A WIRE FENCE AND
 GA3504'ABOUT 2 FEET LOWER THAN THE STATION
 GA3504'ELEVATION.
 GA3504'
 GA3504'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED BENT AZI 1934,
 GA3504'SET IN A CONCRETE MONUMENT
 GA3504'WHICH PROJECTS 4 INCHES.  IT IS 9 FEET NORTHWEST OF
 GA3504'A DIM PATH, 8 FEET SOUTHEAST OF A
 GA3504'WIRE FENCE AND AT THE BEGINNING OF
 GA3504'SLOPE OF NEXT KNOLL TO THE NORTH.
 GA3504'
 GA3504'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED BENT AZIMUTH
 GA3504'1934, SET IN A SQUARE
 GA3504'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 17 FEET
 GA3504'SOUTHWEST OF THE CENTER OF A
 GA3504'GRAVELED ROAD, 1.8 FEET NORTH OF A
 GA3504'WITNESS POST AND SIGN, 1.6 FEET NORTHEAST OF A
 GA3504'WIRE FENCE AND SET ON
 GA3504'THE SOUTH BANK OF ROAD RIGHT-OF-WAY.
 GA3504'
 GA3504'*TO REACH THE AZIMUTH MARK FROM THE CRITTENDEN GROCERY STORE,
 GA3504'CONTINUE WESTERLY
 GA3504'FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT, JUST BEFORE
 GA3504'CROSSING A BRIDGE, CONTINUE
 GA3504'CROSSING THE BRIDGE AND GO 0.1 MILE TO A
 GA3504'RAILROAD, CROSS TRACKS AND GO 0.1 MILE TO THE
 GA3504'AZIMUTH MARK ON THE
 GA3504'LEFT, JUST PAST A RED BRICK HOUSE.
 GA3504'
 GA3504'HEIGHT OF LIGHT ABOVE STATION MARK 5.8 METERS
 GA3504
 GA3504                          STATION RECOVERY (1978)
 GA3504
 GA3504'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978 (JSL)
 GA3504'BELIEVE DESTROYED BY ROAD IMPROVEMENTS.  BANK HAS BEEN CUT HERE.
 GA3504'
 GA3504'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.5 MILES E OF
 GA3504'MORRISTOWN.
 GA3504
 GA3504                          STATION RECOVERY (1980)
 GA3504
 GA3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3504'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS ASSUMED
 GA3504'DESTROYED BY ROAD WORK.  THE STATION SITE WAS NOT VISITED AT THIS
 GA3504'TIME DUE TO HEAVY GROWTH AND NO WAY TO DRIVE IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1223 ***********************************************************************
 FE1223  DESIGNATION -  BERCLAIR
 FE1223  PID         -  FE1223
 FE1223  STATE/COUNTY-  TN/SHELBY
 FE1223  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1223
 FE1223                         *CURRENT SURVEY CONTROL
 FE1223  ___________________________________________________________________
 FE1223* NAD 83(1995)-  35 09 04.59869(N)    089 54 27.20122(W)     ADJUSTED  
 FE1223* NAVD 88     -        84.214  (meters)     276.29   (feet)  ADJUSTED  
 FE1223  ___________________________________________________________________
 FE1223  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1223  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1223  DYNAMIC HT  -          84.138 (meters)     276.04  (feet)  COMP
 FE1223  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE1223
 FE1223  HORZ ORDER  -  SECOND
 FE1223  VERT ORDER  -  SECOND    CLASS 0
 FE1223
 FE1223.The horizontal coordinates were established by classical geodetic methods
 FE1223.and adjusted by the National Geodetic Survey in April 1999..
 FE1223
 FE1223.The orthometric height was determined by differential leveling
 FE1223.and adjusted by the National Geodetic Survey in June 1991..
 FE1223
 FE1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1223
 FE1223.The geoid height was determined by GEOID03.
 FE1223
 FE1223.The dynamic height is computed by dividing the NAVD 88
 FE1223.geopotential number by the normal gravity value computed on the
 FE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1223.degrees latitude (g = 980.6199 gals.).
 FE1223
 FE1223.The modeled gravity was interpolated from observed gravity values.
 FE1223
 FE1223;                    North         East     Units Scale Factor Converg.
 FE1223;SPC TN       -    97,859.020   244,031.995   MT  1.00001889   -2 17 15.5
 FE1223;SPC TN       -   321,059.13    800,628.30   sFT  1.00001889   -2 17 15.5
 FE1223;UTM  16      - 3,893,690.605   235,131.312   MT  1.00046470   -1 40 29.9
 FE1223
 FE1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1223!SPC TN       -   0.99999108  x   1.00001889  =   1.00000997
 FE1223!UTM  16      -   0.99999108  x   1.00046470  =   1.00045577
 FE1223
 FE1223|---------------------------------------------------------------------|
 FE1223| PID    Reference Object                     Distance      Geod. Az  |
 FE1223|                                                           dddmmss.s |
 FE1223| FE1222 BERCLAIR RM 1                        21.428 METERS 21754     |
 FE1223| FE1221 BERCLAIR RM 2                        27.405 METERS 28545     |
 FE1223| CG3227 BERCLAIR AZ MK 2                                   3565618.7 |
 FE1223| CG3226 BERCLAIR AZ MK                                     3570959.1 |
 FE1223|---------------------------------------------------------------------|
 FE1223
 FE1223                          SUPERSEDED SURVEY CONTROL
 FE1223
 FE1223  NAD 83(1995)-  35 09 04.60148(N)    089 54 27.20014(W) AD(       ) 2
 FE1223  NAD 83(1995)-  35 09 04.60403(N)    089 54 27.20077(W) AD(       ) 2
 FE1223  NAD 83(1986)-  35 09 04.60919(N)    089 54 27.20180(W) AD(       ) 2
 FE1223  NAD 27      -  35 09 04.28790(N)    089 54 26.88690(W) AD(       ) 2
 FE1223  NGVD 29 (??/??/??)   84.193  (m)          276.22   (f) ADJUSTED    2 0
 FE1223
 FE1223.Superseded values are not recommended for survey control.
 FE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1223.See file dsdata.txt to determine how the superseded data were derived.
 FE1223
 FE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3513193691(NAD 83)
 FE1223_MARKER: DE = TRAVERSE STATION DISK
 FE1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1223_SP_SET: SQUARE CONCRETE MONUMENT
 FE1223_STAMPING: BERCLAIR 1959
 FE1223_MARK LOGO: CGS   
 FE1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1223+STABILITY: SURFACE MOTION
 FE1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1223+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1223
 FE1223  HISTORY     - Date     Condition        Report By
 FE1223  HISTORY     - 1959     MONUMENTED       CGS
 FE1223  HISTORY     - 1968     GOOD             CGS
 FE1223  HISTORY     - 1968     GOOD             CGS
 FE1223  HISTORY     - 1987     GOOD             LOCSUR
 FE1223  HISTORY     - 19870626 GOOD             LOCENG
 FE1223  HISTORY     - 1989     GOOD             USPSQD
 FE1223  HISTORY     - 19950225 GOOD             TN1620
 FE1223  HISTORY     - 20021015 GOOD             USACE
 FE1223
 FE1223                          STATION DESCRIPTION
 FE1223
 FE1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1223'THE STATION IS LOCATED IN THE NORTHEAST PART OF MEMPHIS IN THE
 FE1223'SOUTHWEST CORNER OF THE BERCLAIR SCHOOLYARD NEAR THE
 FE1223'INTERSECTION OF NORTH PERKINS ROAD AND TUTWILER ROAD.  IT IS 98 FEET
 FE1223'NORTHEAST OF THE INTERSECTION OF NORTH PERKINS ROAD AND TUTWILER
 FE1223'ROAD, 73 FEET NORTH-NORTHEAST OF A LARGE OAK TREE, 63 FEET EAST OF
 FE1223'THE CENTER OF NORTH PERKINS ROAD AND 48 FEET EAST-SOUTHEAST OF A
 FE1223'FIRE HYDRANT.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 FE1223'INCH SQUARE CONCRETE MONUMENT.  THE MARK IS SET FLUSH AND IS
 FE1223'STAMPED BERCLAIR 1959.
 FE1223'
 FE1223'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U.S.
 FE1223'HIGHWAY 70) AND NORTH PERKINS ROAD IN THE NORTHEAST PART OF
 FE1223'MEMPHIS GO NORTH ON NORTH PERKINS ROAD FOR 0.1 MILE TO THE STATION ON
 FE1223'THE RIGHT AS DESCRIBED.
 FE1223'
 FE1223'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD,
 FE1223'NORTH, ON NORTH PERKINS ROAD FOR 0.25 MILE TO THE INTERSECTION OF
 FE1223'NORTH PERKINS ROAD AND OWENS ROAD AND THE AZIMUTH MARK ON THE LEFT AS
 FE1223'DESCRIBED.
 FE1223'
 FE1223'REFERENCE MARK NO. 1 IS 23 FEET NORTHWEST OF A LARGE OAK TREE, 22
 FE1223'FEET EAST OF THE CENTER OF NORTH PERKINS ROAD AND IS 2 FEET LOWER IN
 FE1223'ELEVATION THAN THE STATION MARK.  IT IS A STANDARD REFERENCE MARK
 FE1223'DISK CEMENTED IN A DRILL HOLE IN A SIDEWALK AND IS STAMPED
 FE1223'BERCLAIR NO 1 1959.
 FE1223'
 FE1223'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF NORTH PERKINS
 FE1223'ROAD, 12 FEET NORTH-NORTHWEST OF A POWER LINE POLE AND 6 FEET EAST
 FE1223'OF A GREEN HEDGE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 FE1223'DRILL HOLE IN A SIDEWALK AND IS 3 FEET LOWER IN ELEVATION THAN THE
 FE1223'STATION MARK.  IT IS STAMPED BERCLAIR NO 2 1959.
 FE1223'
 FE1223'THE AZIMUTH MARK IS SET IN THE SOUTHWEST CORNER OF THE INTERSECTION
 FE1223'OF NORTH PERKINS ROAD AND OWENS ROAD.  IT IS 26 FEET SOUTH OF THE
 FE1223'CENTER OF OWENS ROAD AND 21 FEET WEST OF THE CENTER OF NORTH PERKINS
 FE1223'ROAD.  IT IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE
 FE1223'IN A SIDEWALK AND IS STAMPED BERCLAIR 1959.
 FE1223'
 FE1223'HEIGHT OF LIGHT ABOVE STATION MARK 26.04 METERS.
 FE1223
 FE1223                          STATION RECOVERY (1968)
 FE1223
 FE1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE1223'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FE1223'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISK AT THE AZIMUTH
 FE1223'MARK HAD BEEN POPPED OFF THE SHANK WHICH WAS STILL FIRMLY EMBEDDED
 FE1223'IN THE CONCRETE SIDEWALK AND THE CENTER OF THE SHANK STILL MARKED
 FE1223'THE POINT AND WAS NOT REMOVED.  A NEW AZIMUTH MARK WAS
 FE1223'ESTABLISHED IN THE REINFORCED CONCRETE CURB OF OWENS ROAD JUST
 FE1223'NORTHWEST OF THE OLD MARK.  THE STATION WAS THEN OCCUPIED AND
 FE1223'THE CENTER OF THE SHANK OF THE OLD AZIMUTH MARK WAS USED AS AN
 FE1223'INITIAL TO CHECK THE ANGLES OF THE REFERENCE MARKS AND TO
 FE1223'ESTABLISH THE NEW AZIMUTH MARK BERCLAIR 1959 1968.
 FE1223'
 FE1223'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1223'
 FE1223'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE BERCLAIR
 FE1223'ELEMENTARY SCHOOLYARD NEAR THE T INTERSECTION OF NORTH PERKINS ROAD
 FE1223'AND TUTWILER AVENUE IN THE NORTHEAST SECTION OF MEMPHIS.
 FE1223'
 FE1223'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U. S.
 FE1223'HIGHWAY 70) AND NORTH PERKINS ROAD IN THE NORTHEAST SECTION OF
 FE1223'MEMPHIS, GO NORTH ON NORTH PERKINS ROAD FOR 0.1 MILE TO THE T
 FE1223'INTERSECTION OF TUTWILER AVENUE ON THE LEFT AND THE STATION ON
 FE1223'THE RIGHT AS DESCRIBED.
 FE1223'
 FE1223'THE STATION IS 125 FEET SOUTH-SOUTHEAST OF A 28-INCH PIN OAK TREE,
 FE1223'83 FEET NORTHEAST OF THE T INTERSECTION OF NORTH PERKINS ROAD AND
 FE1223'TUTWILER AVENUE, 72 FEET NORTH-NORTHEAST OF A 36-INCH BLACK OAK
 FE1223'TREE, 63 FEET EAST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD,
 FE1223'45.5 FEET EAST OF A TELEPHONE POLE, AND IN A GRASSY AREA SOUTH OF
 FE1223'THE PLAY-GROUND BASEBALL DIAMOND BACKSTOP.  IT IS A STANDARD
 FE1223'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE1223'MONUMENT AND THE DISK IS STAMPED BERCLAIR 1959.
 FE1223'
 FE1223'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE APPROXIMATE CENTER OF
 FE1223'THE T INTERSECTION OF NORTH PERKINS ROAD AND TUTWILER AVENUE, 21
 FE1223'FEET WEST-NORTHWEST OF A 36-INCH BLACK OAK TREE, 7.5 FEET SOUTH OF
 FE1223'A TELEPHONE POLE AND 1.0 FOOT EAST OF THE WEST EDGE OF A CONCRETE
 FE1223'CURB.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FE1223'WEST EDGE OF A CONCRETE SIDEWALK ALONG THE EAST EDGE OF NORTH
 FE1223'PERKINS ROAD AND THE DISK IS STAMPED BERCLAIR NO 1 1959.
 FE1223'
 FE1223'REFERENCE MARK NO. 2 IS 76 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1223'TUTWILER AVENUE, 24 FEET WEST OF THE APPROXIMATE CENTER OF NORTH
 FE1223'PERKINS ROAD AND 12 FEET NORTH OF POWERLINE TRANSFORMER POLE
 FE1223'NO. 4879.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE
 FE1223'WEST EDGE OF A CONCRETE SIDEWALK ALONG THE WEST EDGE OF NORTH
 FE1223'PERKINS ROAD AND THE DISK IS STAMPED BERCLAIR NO 2 1959.
 FE1223'
 FE1223'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1223'REFERENCE MARK NO. 2 IS 90.89 FEET - 27.704 METERS.
 FE1223'
 FE1223'THE NEW AZIMUTH MARK IS 35 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FE1223'CENTER OF THE INTERSECTION OF NORTH PERKINS ROAD AND OWEN ROAD, 30
 FE1223'FEET WEST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD, 17 FEET
 FE1223'NORTH-NORTHWEST OF UTILITY AND LIGHT POLE NO. 40706, 16 FEET
 FE1223'SOUTH OF THE APPROXIMATE CENTER OF OWEN ROAD, 4.4 FEET NORTH OF
 FE1223'THE NORTH EDGE OF AN EAST-WEST SIDEWALK, AND 2 FEET EAST OF
 FE1223'POWERLINE POLE NO. 59636.  IT IS A STANDARD DISK CEMENTED IN A
 FE1223'DRILL HOLE IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF OWEN ROAD
 FE1223'AND THE DISK IS STAMPED BERCLAIR 1959 1968.
 FE1223'
 FE1223'THE OLD AZIMUTH MARK (SHANK) IS 32 FEET SOUTHWEST OF THE APPROXIMATE
 FE1223'CENTER OF THE INTERSECTION OF NORTH PERKINS ROAD AND OWEN ROAD,
 FE1223'25 FEET WEST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD, 20
 FE1223'FEET SOUTH OF THE APPROXIMATE CENTER OF OWEN ROAD, 10 FEET
 FE1223'NORTH-NORTHWEST OF UTILITY AND LIGHT POLE NO. 40706, AND 8.4 FEET
 FE1223'EAST-SOUTHEAST OF POWERLINE POLE NO. 59636.  IT IS THE SHANK OF
 FE1223'THE ORIGINAL AZIMUTH MARK DISK FIRMLY EMBEDDED IN A DRILL HOLE IN
 FE1223'THE CONCRETE SIDEWALK ALONG THE SOUTH SIDE OF OWEN ROAD WHERE IT
 FE1223'ABUTS A NORTH-SOUTH SIDEWALK.  CENTER OF SHANK WITH NO
 FE1223'STAMPING.
 FE1223'
 FE1223'DUE TO THE LOCATION OF ALL MARKS AT THIS STATION, NO WITNESS POST
 FE1223'WERE SET.
 FE1223'
 FE1223'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 FE1223'NORTH PERKINS ROAD FOR 0.25 OF A MILE TO THE INTERSECTION WITH OWEN
 FE1223'ROAD AND THE MARK IN THE SOUTHWEST ANGLE AS DESCRIBED.
 FE1223'
 FE1223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 FE1223'MEMPHIS.
 FE1223
 FE1223                          STATION RECOVERY (1968)
 FE1223
 FE1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FE1223'IN MEMPHIS.
 FE1223'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE BERCLAIR
 FE1223'ELEMENTARY SCHOOLYARD NEAR THE T INTERSECTION OF NORTH PERKINS
 FE1223'ROAD AND TUTWILER AVENUE IN THE NORTHEAST SECTION OF MEMPHIS.
 FE1223'IT IS 125 FEET SOUTH-SOUTHEAST OF A 28-INCH PIN OAK TREE, 89.91
 FE1223'FEET EAST-SOUTHEAST OF REFERENCE MARK NO. 2, 83 FEET NORTHEAST
 FE1223'OF THE APPROXIMATE CENTER OF THE T INTERSECTION OF NORTH PERKINS
 FE1223'ROAD AND TUTWILER AVENUE, 72 FEET NORTH-NORTHEAST OF A 36-INCH
 FE1223'BLACK OAK TREE, 70.30 FEET NORTHEAST OF REFERENCE MARK NO. 1,
 FE1223'63 FEET EAST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD,
 FE1223'48 FEET EAST OF A FIRE HYDRANT, 45.5 FEET EAST OF A TELEPHONE
 FE1223'POLE, AND IN A GRASSY AREA SOUTH OF THE PLAYGROUND BASEBALL
 FE1223'DIAMOND BACKSTOP.  IT IS A STANDARD TRAVERSE DISK SET IN THE
 FE1223'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FE1223'IS STAMPED BERCLAIR 1959.
 FE1223
 FE1223                          STATION RECOVERY (1987)
 FE1223
 FE1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (1987)
 FE1223
 FE1223'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (1989)
 FE1223
 FE1223'RECOVERY NOTE BY US POWER SQUADRON 1989 (LV)
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (1995)
 FE1223
 FE1223'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (2002)
 FE1223
 FE1223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1222 ***********************************************************************
 FE1222  DESIGNATION -  BERCLAIR RM 1
 FE1222  PID         -  FE1222
 FE1222  STATE/COUNTY-  TN/SHELBY
 FE1222  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1222
 FE1222                         *CURRENT SURVEY CONTROL
 FE1222  ___________________________________________________________________
 FE1222* NAD 83(1986)-  35 09 04.     (N)    089 54 27.     (W)     SCALED    
 FE1222* NAVD 88     -        83.390  (meters)     273.59   (feet)  ADJUSTED  
 FE1222  ___________________________________________________________________
 FE1222  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1222  DYNAMIC HT  -          83.314 (meters)     273.34  (feet)  COMP
 FE1222  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE1222
 FE1222  VERT ORDER  -  SECOND    CLASS 0
 FE1222
 FE1222.The horizontal coordinates were scaled from a topographic map and have
 FE1222.an estimated accuracy of +/- 6 seconds.
 FE1222
 FE1222.The orthometric height was determined by differential leveling
 FE1222.and adjusted by the National Geodetic Survey in June 1991..
 FE1222
 FE1222.The geoid height was determined by GEOID03.
 FE1222
 FE1222.The dynamic height is computed by dividing the NAVD 88
 FE1222.geopotential number by the normal gravity value computed on the
 FE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1222.degrees latitude (g = 980.6199 gals.).
 FE1222
 FE1222.The modeled gravity was interpolated from observed gravity values.
 FE1222
 FE1222;                    North         East    Units  Estimated Accuracy
 FE1222;SPC TN       -    97,840.      244,040.      MT  (+/- 180 meters Scaled)
 FE1222
 FE1222                          SUPERSEDED SURVEY CONTROL
 FE1222
 FE1222  NGVD 29 (??/??/??)   83.368  (m)          273.52   (f) ADJUSTED    2 0
 FE1222
 FE1222.Superseded values are not recommended for survey control.
 FE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1222.See file dsdata.txt to determine how the superseded data were derived.
 FE1222
 FE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351936(NAD 83)
 FE1222_MARKER: DR = REFERENCE MARK DISK
 FE1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1222_SP_SET: CURB
 FE1222_STAMPING: BERCLAIR NO 1 1959
 FE1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1222+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1222
 FE1222  HISTORY     - Date     Condition        Report By
 FE1222  HISTORY     - 1959     MONUMENTED       CGS
 FE1222  HISTORY     - 1968     GOOD             CGS
 FE1222  HISTORY     - 19950225 GOOD             TN1620
 FE1222  HISTORY     - 20021015 GOOD             USACE
 FE1222
 FE1222                          STATION DESCRIPTION
 FE1222
 FE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1222'IN MEMPHIS.
 FE1222'THIS MARK IS LOCATED AT THE BERCLAIR 1959 TRAVERSE STATION
 FE1222'SITE NEAR THE BERCLAIR ELEMENTARY SCHOOL IN THE NORTHEAST SECTION
 FE1222'OF MEMPHIS.  IT IS 90.89 FEET SOUTHEAST OF REFERENCE MARK NO. 2,
 FE1222'70.30 FEET SOUTHWEST OF THE STATION MARK, 22 FEET EAST OF THE
 FE1222'APPROXIMATE CENTER OF THE T INTERSECTION OF NORTH PERKINS ROAD
 FE1222'AND TUTWILER AVENUE, 21 FEET WEST-NORTHWEST OF A 36-INCH BLACK
 FE1222'OAK TREE, 7.5 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT EAST OF
 FE1222'THE WEST EDGE OF A CONCRETE CURB, AND ABOUT 2.7 FEET BELOW THE
 FE1222'ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE MARK DISK
 FE1222'CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A CONCRETE SIDEWALK
 FE1222'ALONG THE EAST EDGE OF NORTH PERKINS ROAD AND THE DISK IS STAMPED
 FE1222'BERCLAIR NO 1 1959.
 FE1222
 FE1222                          STATION RECOVERY (1995)
 FE1222
 FE1222'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1222'RECOVERED IN GOOD CONDITION.
 FE1222
 FE1222                          STATION RECOVERY (2002)
 FE1222
 FE1222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1221 ***********************************************************************
 FE1221  DESIGNATION -  BERCLAIR RM 2
 FE1221  PID         -  FE1221
 FE1221  STATE/COUNTY-  TN/SHELBY
 FE1221  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1221
 FE1221                         *CURRENT SURVEY CONTROL
 FE1221  ___________________________________________________________________
 FE1221* NAD 83(1986)-  35 09 04.     (N)    089 54 26.     (W)     SCALED    
 FE1221* NAVD 88     -        83.613  (meters)     274.32   (feet)  ADJUSTED  
 FE1221  ___________________________________________________________________
 FE1221  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1221  DYNAMIC HT  -          83.536 (meters)     274.07  (feet)  COMP
 FE1221  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE1221
 FE1221  VERT ORDER  -  SECOND    CLASS 0
 FE1221
 FE1221.The horizontal coordinates were scaled from a topographic map and have
 FE1221.an estimated accuracy of +/- 6 seconds.
 FE1221
 FE1221.The orthometric height was determined by differential leveling
 FE1221.and adjusted by the National Geodetic Survey in June 1991..
 FE1221
 FE1221.The geoid height was determined by GEOID03.
 FE1221
 FE1221.The dynamic height is computed by dividing the NAVD 88
 FE1221.geopotential number by the normal gravity value computed on the
 FE1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1221.degrees latitude (g = 980.6199 gals.).
 FE1221
 FE1221.The modeled gravity was interpolated from observed gravity values.
 FE1221
 FE1221;                    North         East    Units  Estimated Accuracy
 FE1221;SPC TN       -    97,840.      244,060.      MT  (+/- 180 meters Scaled)
 FE1221
 FE1221                          SUPERSEDED SURVEY CONTROL
 FE1221
 FE1221  NGVD 29 (??/??/??)   83.591  (m)          274.25   (f) ADJUSTED    2 0
 FE1221
 FE1221.Superseded values are not recommended for survey control.
 FE1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1221.See file dsdata.txt to determine how the superseded data were derived.
 FE1221
 FE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351936(NAD 83)
 FE1221_MARKER: DR = REFERENCE MARK DISK
 FE1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1221_SP_SET: SIDEWALK
 FE1221_STAMPING: BERCLAIR NO 2 1959
 FE1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1221+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1221
 FE1221  HISTORY     - Date     Condition        Report By
 FE1221  HISTORY     - 1959     MONUMENTED       CGS
 FE1221  HISTORY     - 1968     GOOD             CGS
 FE1221  HISTORY     - 19950225 GOOD             TN1620
 FE1221  HISTORY     - 20021015 GOOD             USACE
 FE1221
 FE1221                          STATION DESCRIPTION
 FE1221
 FE1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1221'IN MEMPHIS.
 FE1221'THIS MARK IS LOCATED ACROSS NORTH PERKINS ROAD WEST OF THE
 FE1221'BERCLAIR 1959 TRAVERSE STATION SITE IN THE NORTHEAST SECTION OF
 FE1221'MEMPHIS.  IT IS 90.89 FEET NORTHWEST OF REFERENCE MARK NO. 1,
 FE1221'89.91 FEET WEST-NORTHWEST OF THE STATION MARK, 76 FEET NORTH
 FE1221'OF THE APPROXIMATE CENTER OF TUTWILER AVENUE, 24 FEET WEST
 FE1221'OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD, 12 FEET NORTH
 FE1221'OF POWERLINE TRANSFORMER POLE NO. 4879, AND ABOUT 1.0 FOOT ABOVE
 FE1221'THE ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE MARK
 FE1221'DISK CEMENTED IN A DRILL HOLE NEAR THE WEST EDGE OF A CONCRETE
 FE1221'SIDEWALK ALONG THE WEST EDGE OF NORTH PERKINS ROAD AND THE DISK
 FE1221'IS STAMPED BERCLAIR NO 2 1959.
 FE1221
 FE1221                          STATION RECOVERY (1995)
 FE1221
 FE1221'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1221'RECOVERED IN GOOD CONDITION.
 FE1221
 FE1221                          STATION RECOVERY (2002)
 FE1221
 FE1221'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1868 ***********************************************************************
 GA1868  DESIGNATION -  BERK AZ MK
 GA1868  PID         -  GA1868
 GA1868  STATE/COUNTY-  TN/HAMBLEN
 GA1868  USGS QUAD   -  MORRISTOWN (1979)
 GA1868
 GA1868                         *CURRENT SURVEY CONTROL
 GA1868  ___________________________________________________________________
 GA1868* NAD 83(1986)-  36 13 40.     (N)    083 15 26.     (W)     SCALED    
 GA1868* NAVD 88     -       394.129  (meters)    1293.07   (feet)  ADJUSTED  
 GA1868  ___________________________________________________________________
 GA1868  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1868  DYNAMIC HT  -         393.767 (meters)    1291.88  (feet)  COMP
 GA1868  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 GA1868
 GA1868  VERT ORDER  -  FIRST     CLASS I
 GA1868
 GA1868.The horizontal coordinates were scaled from a topographic map and have
 GA1868.an estimated accuracy of +/- 6 seconds.
 GA1868
 GA1868.The orthometric height was determined by differential leveling
 GA1868.and adjusted by the National Geodetic Survey in June 1991..
 GA1868
 GA1868.The geoid height was determined by GEOID03.
 GA1868
 GA1868.The dynamic height is computed by dividing the NAVD 88
 GA1868.geopotential number by the normal gravity value computed on the
 GA1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1868.degrees latitude (g = 980.6199 gals.).
 GA1868
 GA1868.The modeled gravity was interpolated from observed gravity values.
 GA1868
 GA1868;                    North         East    Units  Estimated Accuracy
 GA1868;SPC TN       -   213,640.      846,550.      MT  (+/- 180 meters Scaled)
 GA1868
 GA1868                          SUPERSEDED SURVEY CONTROL
 GA1868
 GA1868  NGVD 29 (??/??/92)  394.262  (m)         1293.51   (f) ADJ UNCH    1 1
 GA1868
 GA1868.Superseded values are not recommended for survey control.
 GA1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1868.See file dsdata.txt to determine how the superseded data were derived.
 GA1868
 GA1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA971115(NAD 83)
 GA1868_MARKER: DD = SURVEY DISK
 GA1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1868_SP_SET: TRAFFIC ISLAND
 GA1868_STAMPING: BERK AZI 1966
 GA1868_MARK LOGO: TNHD  
 GA1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1868
 GA1868  HISTORY     - Date     Condition        Report By
 GA1868  HISTORY     - 1966     MONUMENTED       TNHD
 GA1868  HISTORY     - 1967     GOOD             NGS
 GA1868
 GA1868                          STATION DESCRIPTION
 GA1868
 GA1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1868'2.4 MI NE FROM MORRISTOWN.
 GA1868'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1868'STATION POST OFFICE AT MORRISTOWN, THENCE 2.25 MILES NORTHEAST
 GA1868'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 150 1/2 FEET
 GA1868'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AT THE
 GA1868'SOUTHWEST END OF A NARROW TRAFFIC ISLAND WHICH SEPARATES EAST
 GA1868'MAIN STREET FROM U.S. HIGHWAY 11 E, SET IN THE TOP OF THE
 GA1868'EAST CORNER OF A CONCRETE CATCH BASIN, 47 FEET SOUTHEAST OF
 GA1868'THE CENTERLINE OF THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY
 GA1868'11 E, 30 FEET NORTHWEST OF THE CENTERLINE OF EAST MAIN STREET,
 GA1868'52 1/2 FEET NORTHWEST AND ACROSS EAST MAIN STREET FROM A POWER
 GA1868'POLE THAT BEARS A LIGHT, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 GA1868'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF EAST MAIN STREET, AND
 GA1868'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2217 ***********************************************************************
 GC2217  CBN         -  This is a Cooperative Base Network Control Station.
 GC2217  DESIGNATION -  BERRY FIELD
 GC2217  PID         -  GC2217
 GC2217  STATE/COUNTY-  TN/DAVIDSON
 GC2217  USGS QUAD   -  ANTIOCH (1983)
 GC2217
 GC2217                         *CURRENT SURVEY CONTROL
 GC2217  ___________________________________________________________________
 GC2217* NAD 83(1995)-  36 06 49.01528(N)    086 40 44.11626(W)     ADJUSTED  
 GC2217* NAVD 88     -       176.2    (meters)     578.     (feet)  GPS OBS   
 GC2217  ___________________________________________________________________
 GC2217  X           -     298,850.085 (meters)                     COMP
 GC2217  Y           -  -5,150,033.714 (meters)                     COMP
 GC2217  Z           -   3,738,470.068 (meters)                     COMP
 GC2217  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GC2217  ELLIP HEIGHT-         147.03  (meters)          (08/03/04) GPS OBS
 GC2217  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2217
 GC2217  HORZ ORDER  -  A
 GC2217  ELLP ORDER  -  FOURTH    CLASS I
 GC2217
 GC2217.This mark is at Nashville Intl Airport (BNA)
 GC2217
 GC2217.The horizontal coordinates were established by GPS observations
 GC2217.and adjusted by the National Geodetic Survey in August 2004..
 GC2217
 GC2217.The orthometric height was determined by GPS observations and a
 GC2217.high-resolution geoid model.
 GC2217
 GC2217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2217
 GC2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2217
 GC2217.The ellipsoidal height was determined by GPS observations
 GC2217.and is referenced to NAD 83.
 GC2217
 GC2217.The geoid height was determined by GEOID03.
 GC2217
 GC2217;                    North         East     Units Scale Factor Converg.
 GC2217;SPC TN       -   197,733.666   538,876.806   MT  0.99996027   -0 23 50.9
 GC2217;SPC TN       -   648,731.20  1,767,964.99   sFT  0.99996027   -0 23 50.9
 GC2217;UTM  16      - 3,996,597.898   528,896.552   MT  0.99961029   +0 11 21.3
 GC2217
 GC2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2217!SPC TN       -   0.99997692  x   0.99996027  =   0.99993720
 GC2217!UTM  16      -   0.99997692  x   0.99961029  =   0.99958722
 GC2217
 GC2217:                Primary Azimuth Mark                     Grid Az
 GC2217:SPC TN       -  DONELSON FIRST BAP CH SPIRE              001 50 52.3
 GC2217:UTM  16      -  DONELSON FIRST BAP CH SPIRE              001 15 40.1
 GC2217
 GC2217|---------------------------------------------------------------------|
 GC2217| PID    Reference Object                     Distance      Geod. Az  |
 GC2217|                                                           dddmmss.s |
 GC2217| GC2232 DONELSON FIRST BAP CH SPIRE         APPROX. 6.3 KM 0012701.4 |
 GC2217| CG5596 BERRY FIELD RM 1                      6.695 METERS 04058     |
 GC2217| CG5595 BERRY FIELD AZ MK                                  1211435.1 |
 GC2217| CG5597 BERRY FIELD RM 2                     22.650 METERS 12235     |
 GC2217| CG5414 39                                                 1400739.8 |
 GC2217| GC2216 BERRY FIELD AIRPORT BEACON           10.623 METERS 29400     |
 GC2217|---------------------------------------------------------------------|
 GC2217
 GC2217                          SUPERSEDED SURVEY CONTROL
 GC2217
 GC2217  NAD 83(1995)-  36 06 49.01581(N)    086 40 44.11875(W) AD(       ) 3
 GC2217  NAD 83(1995)-  36 06 49.01816(N)    086 40 44.12108(W) AD(       ) 3
 GC2217  NAD 83(1995)-  36 06 49.02028(N)    086 40 44.12026(W) AD(       ) 3
 GC2217  NAD 83(1986)-  36 06 49.02599(N)    086 40 44.12158(W) AD(       ) 3
 GC2217  NAD 27      -  36 06 48.82000(N)    086 40 44.13000(W) AD(       ) 3
 GC2217  NGVD 29 (07/19/86)  176.4    (m)          579.     (f) VERT ANG       
 GC2217
 GC2217.Superseded values are not recommended for survey control.
 GC2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2217.See file dsdata.txt to determine how the superseded data were derived.
 GC2217
 GC2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2889796598(NAD 83)
 GC2217_MARKER: DS = TRIANGULATION STATION DISK
 GC2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2217_STAMPING: BERRY FIELD 1953
 GC2217_MARK LOGO: CGS   
 GC2217_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2217+STABILITY: SURFACE MOTION
 GC2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2217+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2217
 GC2217  HISTORY     - Date     Condition        Report By
 GC2217  HISTORY     - 1953     MONUMENTED       CGS
 GC2217  HISTORY     - 1958     GOOD             CGS
 GC2217  HISTORY     - 1959     GOOD             CGS
 GC2217  HISTORY     - 1961     GOOD             CGS
 GC2217  HISTORY     - 1980     GOOD             NGS
 GC2217  HISTORY     - 1982     GOOD             NGS
 GC2217  HISTORY     - 20031010 GOOD             TNDT
 GC2217
 GC2217                          STATION DESCRIPTION
 GC2217
 GC2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2217'STATION IS LOCATED IN AN OVAL PATCH OF LAWN BETWEEN THE FRONT
 GC2217'ENTRANCE TO BERRY FIELD AND THE BERRY FIELD AIRPORT BEACON,
 GC2217'ABOUT 7 MILES SOUTHEAST OF DOWNTOWN NASHVILLE. IT IS 115 FEET WEST OF
 GC2217'A LARGE STONE WALL AT THE SOUTH DRIVEWAY OF THE ENTRANCE TO BERRY
 GC2217'FIELD, 22 FEET SOUTH OF A CONCRETE CURB AND 18 FEET NORTH OF A
 GC2217'CONCRETE CURB. THE MARK IS FLUSH AND THE DISK IS STAMPED BERRY
 GC2217'FIELD 1953.
 GC2217'
 GC2217'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE CURB. THE MARK IS FLUSH
 GC2217'AND THE DISK IS STAMPED BERRY FIELD NO. 1 1953.
 GC2217'
 GC2217'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE STONE WALL AND 1 FOOT
 GC2217'NORTH OF THE CURB. THE MARK IS FLUSH AND THE DISK IS STAMPED BERRY
 GC2217'FIELD NO. 2 1953.
 GC2217'
 GC2217'39 (USED) WAS USED AS AN AZIMUTH MARK. IT IS 38 FEET WEST OF THE
 GC2217'CENTER OF A PAVED ROAD, 5 FEET WEST OF A TELEPHONE POLE, 1 FOOT
 GC2217'SOUTH OF A FENCE CORNER AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.
 GC2217'THE MARK IS A 4X4 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 GC2217'WITH A BRONZE U.S.E.D. DISK IN THE TOP STAMPED 39.
 GC2217'
 GC2217'TO REACH 39 (USED) FROM THE STATION, GO EAST AND SOUTH ON A PAVED
 GC2217'ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2217'
 GC2217'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2217
 GC2217                          STATION RECOVERY (1958)
 GC2217
 GC2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GC2217'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL TO REACH IS
 GC2217'ADEQUATE.
 GC2217'
 GC2217'A CHECK COULD NOT BE MADE IN THE ANGLES BETWEEN REFERENCE MARKS 1 AND
 GC2217'2 AND CENTRAL, STATE HOSPITAL, WATER TANK.
 GC2217
 GC2217                          STATION RECOVERY (1959)
 GC2217
 GC2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2217'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GC2217'TO BE IN GOOD CONDITION. THE 1953 DESCRIPTION IS ADEQUATE FOR
 GC2217'RECOVERY. A NEW ADMINISTRATION BUILDING IS BEING BUILT AT THE NORTH
 GC2217'END OF THE AIRFIELD AND OBSTRUCTS THE LINE OF SIGHT TO THE PREVIOUS
 GC2217'AZIMUTH MARK. A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 GC2217'
 GC2217'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GC2217'CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED BERRY FIELD
 GC2217'1959. IT IS 69 FEET SOUTH OF A POWERLINE POLE AND 29 FEET EAST OF THE
 GC2217'ROAD LEADING TO THE AIRPORT.
 GC2217'
 GC2217'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.3 MILE TO
 GC2217'THE MARK ON THE LEFT.
 GC2217'
 GC2217'OBSERVATIONS WERE TAKEN FROM A 64 FOOT TOWER.
 GC2217
 GC2217                          STATION RECOVERY (1961)
 GC2217
 GC2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETO)
 GC2217'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 GC2217'STATION WAS NOT OCCUPIED SO NO CHECK WAS MADE ON THE ANGLES.  THE
 GC2217'PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 GC2217
 GC2217                          STATION RECOVERY (1980)
 GC2217
 GC2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2217'STATION MARK AND REFERENCE MARK 1 RECOVERED AS DESCRIBED.  AZIMUTH
 GC2217'AND REFERENCE MARK 2 NOT SEARCHED FOR.
 GC2217'
 GC2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 GC2217'OF DOWNTOWN NASHVILLE.
 GC2217
 GC2217                          STATION RECOVERY (1982)
 GC2217
 GC2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2217'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 GC2217'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GC2217'
 GC2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NASHVILLE
 GC2217'METROPOLITAN AIRPORT.
 GC2217
 GC2217                          STATION RECOVERY (2003)
 GC2217
 GC2217'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0630 ***********************************************************************
 GC0630  DESIGNATION -  BERRY RM 2
 GC0630  PID         -  GC0630
 GC0630  STATE/COUNTY-  TN/DAVIDSON
 GC0630  USGS QUAD   -  OAK HILL (1968)
 GC0630
 GC0630                         *CURRENT SURVEY CONTROL
 GC0630  ___________________________________________________________________
 GC0630* NAD 83(1986)-  36 07 27.     (N)    086 46 25.     (W)     SCALED    
 GC0630* NAVD 88     -       160.884  (meters)     527.83   (feet)  ADJUSTED  
 GC0630  ___________________________________________________________________
 GC0630  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0630  DYNAMIC HT  -         160.745 (meters)     527.38  (feet)  COMP
 GC0630  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0630
 GC0630  VERT ORDER  -  SECOND    CLASS 0
 GC0630
 GC0630.The horizontal coordinates were scaled from a topographic map and have
 GC0630.an estimated accuracy of +/- 6 seconds.
 GC0630
 GC0630.The orthometric height was determined by differential leveling
 GC0630.and adjusted by the National Geodetic Survey in June 1991..
 GC0630
 GC0630.The geoid height was determined by GEOID03.
 GC0630
 GC0630.The dynamic height is computed by dividing the NAVD 88
 GC0630.geopotential number by the normal gravity value computed on the
 GC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0630.degrees latitude (g = 980.6199 gals.).
 GC0630
 GC0630.The modeled gravity was interpolated from observed gravity values.
 GC0630
 GC0630;                    North         East    Units  Estimated Accuracy
 GC0630;SPC TN       -   198,970.      530,360.      MT  (+/- 180 meters Scaled)
 GC0630
 GC0630                          SUPERSEDED SURVEY CONTROL
 GC0630
 GC0630  NGVD 29 (??/??/92)  160.905  (m)          527.90   (f) ADJ UNCH    2 0
 GC0630
 GC0630.Superseded values are not recommended for survey control.
 GC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0630.See file dsdata.txt to determine how the superseded data were derived.
 GC0630
 GC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203977(NAD 83)
 GC0630_MARKER: DR = REFERENCE MARK DISK
 GC0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0630_STAMPING: BERRY NO 2 1959
 GC0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0630+STABILITY: SURFACE MOTION
 GC0630
 GC0630  HISTORY     - Date     Condition        Report By
 GC0630  HISTORY     - 1959     MONUMENTED       CGS
 GC0630  HISTORY     - 1960     GOOD             NGS
 GC0630  HISTORY     - 1967     GOOD             NGS
 GC0630
 GC0630                          STATION DESCRIPTION
 GC0630
 GC0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0630'AT NASHVILLE.
 GC0630'THIS MARK IS LOCATED AT THE BERRY 1959 STATION SITE, 74.8 FT.
 GC0630'NORTHEAST OF THE STATION MARK, 24 FT. EAST OF THE CENTER OF WHITE
 GC0630'AVENUE AND 15 FT. NORTH OF A DRIVEWAY LEADING TO A HOME AT 2516
 GC0630'WHITE AVENUE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0630'GROUND.
 GC0630
 GC0630                          STATION RECOVERY (1967)
 GC0630
 GC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2404 ***********************************************************************
 FE2404  DESIGNATION -  BETHANY
 FE2404  PID         -  FE2404
 FE2404  STATE/COUNTY-  TN/GIBSON
 FE2404  USGS QUAD   -  BRAZIL (1964)
 FE2404
 FE2404                         *CURRENT SURVEY CONTROL
 FE2404  ___________________________________________________________________
 FE2404* NAD 83(1995)-  35 59 06.12527(N)    089 00 32.06535(W)     ADJUSTED  
 FE2404* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FE2404  ___________________________________________________________________
 FE2404  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2404  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2404
 FE2404  HORZ ORDER  -  THIRD
 FE2404
 FE2404.The horizontal coordinates were established by classical geodetic methods
 FE2404.and adjusted by the National Geodetic Survey in April 1999..
 FE2404
 FE2404.The orthometric height was scaled from a topographic map.
 FE2404
 FE2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2404
 FE2404.The geoid height was determined by GEOID03.
 FE2404
 FE2404;                    North         East     Units Scale Factor Converg.
 FE2404;SPC TN       -   187,425.670   328,710.403   MT  0.99995186   -1 45 41.5
 FE2404;SPC TN       -   614,912.39  1,078,444.05   sFT  0.99995186   -1 45 41.5
 FE2404;UTM  16      - 3,984,154.550   318,896.196   MT  1.00000415   -1 10 50.5
 FE2404
 FE2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2404!SPC TN       -   0.99998669  x   0.99995186  =   0.99993855
 FE2404!UTM  16      -   0.99998669  x   1.00000415  =   0.99999084
 FE2404
 FE2404|---------------------------------------------------------------------|
 FE2404| PID    Reference Object                     Distance      Geod. Az  |
 FE2404|                                                           dddmmss.s |
 FE2404| CG3240 BETHANY RM 1                         20.038 METERS 00156     |
 FE2404| CG3239 BETHANY AZ MK                                      1000044.0 |
 FE2404| FE2400 TRENTON BROWN SHOE TANK             APPROX. 5.7 KM 1093322.0 |
 FE2404| CG3241 BETHANY RM 2                         27.434 METERS 11832     |
 FE2404|---------------------------------------------------------------------|
 FE2404
 FE2404                          SUPERSEDED SURVEY CONTROL
 FE2404
 FE2404  NAD 83(1995)-  35 59 06.12897(N)    089 00 32.06834(W) AD(       ) 3
 FE2404  NAD 83(1986)-  35 59 06.13688(N)    089 00 32.06528(W) AD(       ) 3
 FE2404  NAD 27      -  35 59 05.89180(N)    089 00 31.81510(W) AD(       ) 3
 FE2404
 FE2404.Superseded values are not recommended for survey control.
 FE2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2404.See file dsdata.txt to determine how the superseded data were derived.
 FE2404
 FE2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1889684155(NAD 83)
 FE2404_MARKER: DS = TRIANGULATION STATION DISK
 FE2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2404
 FE2404  HISTORY     - Date     Condition        Report By
 FE2404  HISTORY     - 1958     MONUMENTED       CGS
 FE2404
 FE2404                          STATION DESCRIPTION
 FE2404
 FE2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2404'THE STATION IS ABOUT 4 MILES WEST OF TRENTON, ON THE PROPERTY OF MRS.
 FE2404'E. TAYLOR, AND IS ON THE NORTH SIDE OF STATE HIGHWAY 104. IT IS
 FE2404'67 FEET NORTH OF THE CENTERLINE OF HIGHWAY 104, 24 FEET NORTH OF A
 FE2404'TELEPHONE POLE, 86 FEET SOUTHEAST OF A 14 INCH WALNUT TREE, 41 FEET
 FE2404'SOUTH-SOUTHEAST OF A 10 INCH APPLE TREE, 91 FEET NORTHWEST OF A WHITE
 FE2404'WITNESS POST AND 146 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2404'FRAME HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BETHANY
 FE2404'1958.
 FE2404'
 FE2404'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 FE2404'SQUARE IN TRENTON, GO WEST ON STATE HIGHWAY 104 FOR 3.2 MILES TO
 FE2404'THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST ON HIGHWAY 104 FOR 0.45
 FE2404'MILE TO THE STATION ON THE RIGHT.
 FE2404'
 FE2404'REFERENCE MARK 1 IS 11 FEET EAST OF AN 8 INCH APPLE TREE, 29 FEET
 FE2404'NORTHEAST OF THE 10 INCH APPLE TREE AND 133 FEET NORTH OF THE
 FE2404'CENTERLINE OF HIGHWAY 104. THE MONUMENT PROJECTS 1 INCH AND THE DISK
 FE2404'IS STAMPED BETHANY NO 1 1958.
 FE2404'
 FE2404'REFERENCE MARK 2 IS 34 FEET NORTH OF THE CENTERLINE OF HIGHWAY 104,
 FE2404'1.5 FEET WEST OF THE WHITE WITNESS POST AND 93 FEET EAST OF THE
 FE2404'TELEPHONE POLE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2404'BETHANY NO 2 1958.
 FE2404'
 FE2404'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 104, 2
 FE2404'FEET WEST OF A POWER LINE POLE AND 2 FEET WEST OF A WHITE WITNESS
 FE2404'POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BETHANY
 FE2404'1958.
 FE2404'
 FE2404'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2209 ***********************************************************************
 GC2209  DESIGNATION -  BETHEL RESET
 GC2209  PID         -  GC2209
 GC2209  STATE/COUNTY-  TN/SUMNER
 GC2209  USGS QUAD   -  WHITE HOUSE (1981)
 GC2209
 GC2209                         *CURRENT SURVEY CONTROL
 GC2209  ___________________________________________________________________
 GC2209* NAD 83(1995)-  36 24 42.82140(N)    086 43 48.59262(W)     ADJUSTED  
 GC2209* NAVD 88     -       285.5    (meters)     937.     (feet)  VERTCON   
 GC2209  ___________________________________________________________________
 GC2209  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GC2209  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2209
 GC2209  HORZ ORDER  -  FIRST
 GC2209
 GC2209.The horizontal coordinates were established by classical geodetic methods
 GC2209.and adjusted by the National Geodetic Survey in April 1999..
 GC2209
 GC2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2209
 GC2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2209
 GC2209.The geoid height was determined by GEOID03.
 GC2209
 GC2209;                    North         East     Units Scale Factor Converg.
 GC2209;SPC TN       -   230,863.459   534,510.377   MT  0.99999916   -0 25 38.9
 GC2209;SPC TN       -   757,424.53  1,753,639.46   sFT  0.99999916   -0 25 38.9
 GC2209;UTM  16      - 4,029,669.001   524,192.554   MT  0.99960721   +0 09 36.6
 GC2209
 GC2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2209!SPC TN       -   0.99995984  x   0.99999916  =   0.99995900
 GC2209!UTM  16      -   0.99995984  x   0.99960721  =   0.99956707
 GC2209
 GC2209|---------------------------------------------------------------------|
 GC2209| PID    Reference Object                     Distance      Geod. Az  |
 GC2209|                                                           dddmmss.s |
 GC2209| CG5599 BETHEL RM 1 AZIMUTH                                03439     |
 GC2209| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX.16.9 KM 1561556.7 |
 GC2209| GC2201 GOODLETTSVILLE MUN STANDPIPE        APPROX. 9.4 KM 1721602.0 |
 GC2209| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX.16.8 KM 1975705.6 |
 GC2209| GC2354 UNION HILL ATT MW KIA               APPROX. 8.2 KM 2155353.2 |
 GC2209| GC2351 UNION HILL BELL TT MICROWAVE        APPROX. 8.2 KM 2161928.9 |
 GC2209| GC2329 AIRWAY BEACON 24                    APPROX.10.5 KM 2715802.9 |
 GC2209| GC2330 GREENBRIER MUNICIPAL TANK           APPROX. 6.6 KM 2850753.4 |
 GC2209| CG5600 BETHEL RM 2                          22.748 METERS 28820     |
 GC2209| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX.17.6 KM 3074856.7 |
 GC2209| CG5598 BETHEL AZ MK                                       3271131.0 |
 GC2209| CG5601 BETHEL RM 3                          48.247 METERS 35244     |
 GC2209|---------------------------------------------------------------------|
 GC2209
 GC2209                          SUPERSEDED SURVEY CONTROL
 GC2209
 GC2209  NAD 83(1995)-  36 24 42.82241(N)    086 43 48.59392(W) AD(       ) 1
 GC2209  NAD 83(1995)-  36 24 42.82669(N)    086 43 48.59603(W) AD(       ) 1
 GC2209  NAD 83(1986)-  36 24 42.83083(N)    086 43 48.59603(W) AD(       ) 1
 GC2209  NAD 27      -  36 24 42.66200(N)    086 43 48.60900(W) AD(       ) 1
 GC2209  NGVD 29 (07/19/86)  285.5    (m)          937.     (f) VERT ANG       
 GC2209
 GC2209.Superseded values are not recommended for survey control.
 GC2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2209.See file dsdata.txt to determine how the superseded data were derived.
 GC2209
 GC2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2419329669(NAD 83)
 GC2209_MARKER: DS = TRIANGULATION STATION DISK
 GC2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2209
 GC2209  HISTORY     - Date     Condition        Report By
 GC2209  HISTORY     - 1930     MONUMENTED       CGS
 GC2209  HISTORY     - 1953     GOOD             CGS
 GC2209  HISTORY     - 1958     GOOD             TNHD
 GC2209  HISTORY     - 1959     GOOD             CGS
 GC2209  HISTORY     - 1970     GOOD             NGS
 GC2209  HISTORY     - 1972     GOOD             NGS
 GC2209
 GC2209                          STATION DESCRIPTION
 GC2209
 GC2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2209'ABOUT 11 MILES SOUTHEAST OF SPRINGFIELD, 6 MILES SOUTHWEST OF WHITE
 GC2209'HOUSE, 4 MILES EAST-SOUTHEAST OF GREEN BRIER, 2 MILES
 GC2209'NORTHEAST OF RIDGETOP, ON SUMMIT OF HILL, ON LAND OWNED BY JOHN
 GC2209'TEMPLETON AND OCCUPIED BY E. R. SPAULDING/1930), 30 FEET SOUTH OF
 GC2209'MOST SOUTHERLY TREE OF SMALL CHERRY ORCHARD, AND 85 FEET EAST OF FARM
 GC2209'ROAD. TO REACH FROM WHITE HOUSE, GO SOUTH 5.2 MILES ON U. S.
 GC2209'ROUTE 31W, TURN RIGHT (WEST) WHERE HIGHWAY GOES LEFT, FOLLOW DIRT
 GC2209'ROAD 2.6 MILES, TURN LEFT (SOUTH) ONTO FARM ROAD AND CONTINUE 650
 GC2209'FEET TO STATION. STATION WAS ORIGINALLY MARKED BY STANDARD STATION
 GC2209'DISKS IN CONCRETE, AND RE-MARKED IN 1933
 GC2209'WITH UPPER MARK 6 INCHES BELOW SURFACE.
 GC2209'REFERENCE MARKS NOS. 1 AND 2 (1930) ARE STANDARD REFERENCE DISKS IN
 GC2209'CONCRETE. NO. 1, PROJECTING 4 INCHES, IS 16 FEET EAST
 GC2209'OF CENTER LINE OF HIGHWAY, 130 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 GC2209'SMALL HOUSE, NEAR SOUTHWEST CORNER OF SMALL ORCHARD, AND
 GC2209'APPROXIMATELY 0.25 MILE FROM STATION, N 34 DEG 39 MIN 26 SEC E.
 GC2209'NO. 2, PROJECTING 3 INCHES, IS AT WEST EDGE OF
 GC2209'CULTIVATED FIELD, 10 FEET EAST OF FARM ROAD, AND 74.67 FEET FROM
 GC2209'STATION, N 71 DEG 34 MIN W.  REFERENCE MARK NO. 3 (1933) IS
 GC2209'STANDARD REFERENCE DISK IN CONCRETE PROJECTING 3
 GC2209'INCHES, 3 FEET WEST OF LARGE STUMP, 7 FEET EAST OF FARM ROAD, 142.91
 GC2209'FEET NORTH-NORTHEAST OF NO. 2, AND 158.58 FEET FROM STATION,
 GC2209'N 7 DEG 16 MIN W.
 GC2209
 GC2209                          STATION RECOVERY (1953)
 GC2209
 GC2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2209'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. THE
 GC2209'DISTANCES TO ALL MARKS WERE CHECKED AND FOUND CORRECT.  THE
 GC2209'DIRECTIONS TO R.M. NOS. 1 AND 3 WERE CHECKED AND FOUND CORRECT. THE
 GC2209'DIRECTION TO R.M. NO. 2 DID NOT CHECK. AT THE REQUEST OF THE
 GC2209'PROPERTY OWNER THE STATION MARK WAS LOWERED. A NEW DESCRIPTION
 GC2209'FOLLOWS.
 GC2209'
 GC2209'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF SPRINGFIELD AND 2-1/2
 GC2209'MILES NORTHEAST OF RIDGE TOP AT THE HIGHEST POINT OF A PROMINENT
 GC2209'CLEARED HILL ON PROPERTY OWNED BY MR. JOHN A. TEMPLETON. IT IS 86
 GC2209'FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD. THE MARK IS ABOUT 14
 GC2209'INCHES BELOW THE GROUND AND THE DISK IS STAMPED BETHEL 1930 1953
 GC2209'
 GC2209'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS IN A SMALL ORCHARD ABOUT 125
 GC2209'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW STUCCO
 GC2209'HOUSE, 21 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 3 FEET EAST OF
 GC2209'A WHITE WITNESS POST AND FENCE LINE AND ABOUT 0.25 MILE
 GC2209'NORTHEAST OF THE STATION. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2209'DISK IS STAMPED BETHEL 1930.
 GC2209'
 GC2209'REFERENCE MARK NO. 2 IS 74.67 FEET NORTHWEST OF THE STATION, 12 FEET
 GC2209'EAST OF THE CENTER OF A DIRT ROAD. THE MARK PROJECTS ABOUT 6
 GC2209'INCHES AND THE DISK IS STAMPED BETHEL NO. II 1930.
 GC2209'
 GC2209'REFERENCE MARK NO. 3 IS 158.58 FEET NORTH OF THE STATION AND 11 FEET
 GC2209'EAST OF THE CENTER OF THE DIRT ROAD. THE MARK PROJECTS ABOUT 6
 GC2209'INCHES AND THE DISK IS STAMPED BETHEL NO. 3 1933.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND A
 GC2209'PAVED ROAD AT THE RIDGE TOP SCHOOL IN THE SOUTH EDGE OF RIDGE
 GC2209'TOP, GO EAST ON PAVED ROAD FOR 2.0 MILES TO A T INTERSECTION, END OF
 GC2209'PAVEMENT. TURN RIGHT AND GO 0.4 MILE ON GRAVEL ROAD, TURN RIGHT,
 GC2209'THEN LEFT AND CONTINUE ON GRAVEL ROAD FOR 1.0 MILE TO THE BETHEL
 GC2209'BAPTIST CHURCH ON THE LEFT, CONTINUE FOR 0.15 MILE TO A SIDE
 GC2209'ROAD RIGHT AND A YELLOW STUCCO HOUSE ON THE RIGHT. TURN RIGHT
 GC2209'DOWNHILL ON DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH MARK (R.M. NO.
 GC2209'1) ON THE LEFT, CONTINUE ON WINDING DIRT ROAD FOR 0.4 MILE TO THE TOP
 GC2209'OF HILL AND STATION AS DESCRIBED.
 GC2209'
 GC2209'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2209
 GC2209                          STATION RECOVERY (1958)
 GC2209
 GC2209'RECOVERY NOTE BY TN HIGHWAY DEPT 1958
 GC2209'STATION, REFERNCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 GC2209'STATION MARK IS ABOUT 14 INCHES BELOW GROUND AND IS STAMPED
 GC2209'BETHEL 1930 1953. THE 1953 DESCRIPTION IS ADEQUATE.
 GC2209
 GC2209                          STATION RECOVERY (1959)
 GC2209
 GC2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2209'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 GC2209'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WHICH
 GC2209'SERVED AS THE AZIMUTH MARK HAS BEEN DESTROYED. A NEW AZIMUTH MARK WAS
 GC2209'ESTABLISHED BY THIS PARTY. A SMALL DISCREPANCY WAS FOUND IN THE
 GC2209'MEASUREMENT OF REFERENCE MARK NO. 3. FOLLOWING IS A NEW AND COMPLETE
 GC2209'DESCRIPTION.
 GC2209'
 GC2209'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GOODLETTSVILLE, 4 MILES
 GC2209'EAST-SOUTHEAST OF GREENBRIER AND ON THE SUMMIT OF A BARE KNOLL ON
 GC2209'PROPERTY OWNED BY MR. JOHN A. TEMPLETON.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE GOODLETTSVILLE POST OFFICE, GO NORTH ON
 GC2209'U. S. HIGHWAY 41 AND 31W FOR 1.3 MILES TO A FORK, KEEP RIGHT FORK
 GC2209'AND GO NORTHERLY ON U.S. HIGHWAY 31W FOR 5.1 MILES TO A SIDE ROAD
 GC2209'LEFT AT THE SMALL VILLAGE OF WHITEHILL, TURN LEFT ON A
 GC2209'GRAVELED ROAD AND GO 0.1 MILE TO A FORK, KEEP LEFT FORK, STRAIGHT
 GC2209'AHEAD, AND GO WESTERLY FOR 2.45 MILES TO A SIDE ROAD LEFT AT A
 GC2209'YELLOW STUCCO HOUSE*, TURN LEFT ON A TRACK ROAD AND GO SOUTH AND WEST
 GC2209'FOR 0.25 MILE TO A DIM FORK, KEEP LEFT, SOUTH, AND GO ABOUT 75
 GC2209'FEET TO A GATE, PASS THROUGH THE GATE AND GO SOUTHERLY FOR 0.1
 GC2209'MILE TO THE SUMMIT OF THE KNOLL AND THE STATION AS DESCRIBED.
 GC2209'
 GC2209'THE STATION MARK IS A STANDARD STATION DISK STAMPED BETHEL 1930 1953.
 GC2209'THE MARK IS 86 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT
 GC2209'ROAD AND IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.
 GC2209'
 GC2209'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED BETHEL NO.
 GC2209'II 1963. THE MARK IS 12 FEET EAST OF THE APPROXIMATE
 GC2209'CENTER OF A DIRT ROAD AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 GC2209'IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC2209'
 GC2209'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK STAMPED BETHEL NO.
 GC2209'3 1933. THE MARK IS 11 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 GC2209'ROAD AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC2209'
 GC2209'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED BETHEL 1930 1959.
 GC2209'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS
 GC2209'2 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 30 FEET NORTH OF THE
 GC2209'APPROXIMATE CENTER OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF A WITNESS
 GC2209'SIGN AND IS SET IN THE SOUTHEAST CORNER OF A SMALL CENETERY.
 GC2209'
 GC2209'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT THE YELLOW
 GC2209'STUCCO HOUSE, CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 0.35 MILE
 GC2209'TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2209
 GC2209                          STATION RECOVERY (1970)
 GC2209
 GC2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2209'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GC2209'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE OF 0.010
 GC2209'METERS IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED
 GC2209'AT THIS TIME.  THE DIRECTION TO THE MARKS COMPARED FAVORABLY WITH
 GC2209'THE 1959 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GC2209'
 GC2209'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GOODLETTSVILLE, 6
 GC2209'MILES SOUTHWEST OF WHITE HOUSE, 4 MILES EAST-SOUTHEAST OF GREENBRIER
 GC2209'AND ON PROPERTY OWNED BY MR. JOHN A. TEMPLETON OF RURAL GREENBRIER
 GC2209'WHO LIVES IN THE YELLOW STUCCO HOUSE NORTH OF THE STATION.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HOUSE GO EAST ON
 GC2209'SPRINGFIELD ROAD FOR 0.1 MILE TO THE JUNCTION OF U. S. HIGHWAY 31W.
 GC2209'TURN RIGHT AND GO SOUTH ON U. S. HIGHWAY 31W FOR 5.1 MILE TO A
 GC2209'SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE
 GC2209'SURFACED ROAD FOR 2.2 MILES TO A DRIVEWAY ON THE LEFT.  (CONTINUE
 GC2209'AHEAD WEST ON THE SURFACED ROAD FOR 0.4 MILE TO A CEMETERY ON THE
 GC2209'LEFT AND THE AZIMUTH MARK IN THE SOUTHEAST CORNER THEREOF.) TURN
 GC2209'LEFT AND GO SOUTHERLY UPHILL FOR ABOUT 100 FEET TO A SIDE ROAD
 GC2209'RIGHT.  TURN RIGHT AND GO SOUTHERLY AND SOUTHWESTERLY ON THE
 GC2209'GRAVELED AND THEN TRACK ROAD FOR 0.25 MILE TO A GATE.  PASS THROUGH
 GC2209'THE GATE AND GO SOUTHERLY ON ON THE TRACK ROAD FOR 0.1 MILE TO THE
 GC2209'TOP OF A BARE KNOLL AND THE STATION.
 GC2209'
 GC2209'THE STATION MARK, A STANDARD DISK STAMPED BETHEL 1930 1953, SET IN
 GC2209'THE TOP OF A MASS OF CONCRETE THAT IS 14 INCHES BELOW THE GROUND
 GC2209'SURFACE.  IT IS 92 FEET EAST OF THE CENTER OF THE TRACK ROAD, 30
 GC2209'FEET WEST OF A METAL WITNESS SIGN ATTACHED TO A TREE AND ON THE
 GC2209'HIGHEST POINT OF THE KNOLL.
 GC2209'
 GC2209'REFERENCE MARK 2, A STANDARD DISK STAMPED BETHEL NO II 1930, SET
 GC2209'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GC2209'THE GROUND SURFACE.  IT IS 104 FEET WEST OF THE WITNESS SIGN
 GC2209'ATTACHED TO A TREE, 17 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 GC2209'ABOUT 5 FEET LOWER THAN THE STATION.
 GC2209'
 GC2209'REFERENCE MARK 3, A STANDARD DISK STAMPED BETHEL NO 3 1933, SET IN
 GC2209'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 GC2209'AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET
 GC2209'WEST OF AN OLD WELL CASING PROJECTING 14 INCHES, 12 FEET EAST OF
 GC2209'THE CENTER OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 GC2209'STATION.
 GC2209'
 GC2209'THE AZIMUTH MARK, A STANDARD DISK STAMPED BETHEL 1930 1959, SET IN
 GC2209'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GC2209'ABOVE THE GROUND SURFACE. IT IS 100 FEET SOUTH OF A LONE CEDAR TREE
 GC2209'IN CEMETERY, 28 FEET NORTH OF THE SOUTH BOUNDARY FENCE, 25 FEET
 GC2209'WEST OF THE EAST BOUNDARY FENCE AND 1 FOOT NORTH OF A METAL
 GC2209'WITNESS POST WITH SIGN.
 GC2209'
 GC2209'BECAUSE OF A ROW OF TREES RM 2 TO RM 3 COULD NOT BE MEASURED.
 GC2209'
 GC2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GC2209'EAST-NORTHEAST OF GREENBRIER.
 GC2209
 GC2209                          STATION RECOVERY (1972)
 GC2209
 GC2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GC2209'THE STATION AND ALL MARKS WERE RECOVERED AS SHOWN IN THE 1959
 GC2209'RECOVERY NOTE. HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES
 GC2209'AND IS NO LONGER VISIBLE FROM THE GROUND AT THE STATION, AND NONE OF
 GC2209'THE POSITIONED INTERSECTION STATIONS OBSERVED IN 1959 ARE NOW
 GC2209'VG. WITH REASONABLE CLEARING, POSTIONED INTERSECTION STATION
 GC2209'NASHVILLE, TV STATION WLAC MAST (1959), NOT PREVIOUSLY TAKEN FROM
 GC2209'THIS STATION, WAS MADE VISIBLE AND WAS USED AS THE INITIAL FOR
 GC2209'OBSERVING THE REFERENCE MARKS. IN CHECKING THE HORIZONTAL ANGLE
 GC2209'BETWEEN THE REFERENCE MARKS OBSERVED THIS DATE AGAINST THE 1959
 GC2209'OBSERVATIONS, THE ANGLE FELL WELL WITHIN THE REQUIRED LIMITS.
 GC2209'VERTICAL ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE
 GC2209'MEASUREMENTS MADE, AND WHEN REDUCED TO THE HORIZONTAL A
 GC2209'DISCREPANCY OF -0.03 OF A FOOT WAS NOTED FOR REFERENCE MARK NO.  2
 GC2209'AND -0.11 OF A FOOT FOR REFERENCE MARK NO. 3.
 GC2209'
 GC2209'DUE TO CHANGES IN ROADS BROUGHT ABOUT BY CONSTRUCTION OF INTERSTATE
 GC2209'ROUTE 65 AND CHANGE IN PROPERTY OWNERSHIP, THE ORIGINAL STATION
 GC2209'DESCRIPTION AND TO-REACH ARE NO LONGER ADEQUATE. FOLLOWING IS A NEW
 GC2209'AND COMPLETE DESCRIPTION.
 GC2209'
 GC2209'THE STATION IS LOCATED NEAR THE TOP OF A CLEARED KNOLL AT THE SOUTH
 GC2209'END OF A RIDGE ABOUT 6 MILES NORTH OF GOODLETTSVILLE 4 MILES
 GC2209'EAST-SOUTHEAST OF GREENBRIER, 2.5 MILES NORTHEAST OF RIDGETOP, ABOUT
 GC2209'0.5 OF A MILE WEST OF INTERSTATE ROUTE 65, AND IS ON THE PROPERTY OF
 GC2209'W.G. MCCLURKAN SR. ET AL.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE INTERSTATE ROUTE 65 AND U.S. HIGHWAY 41
 GC2209'NORTH OF GOODLETTSVILLE, GO NORTHERLY ON INTERSTATE ROUTE
 GC2209'65 FOR 5.4 MILES TO THE BETHEL ROAD INTERCHANGE (STATE SECONDARY ROAD
 GC2209'6451). HERE BEAR RIGHT FROM THE INTERSTATE OFF ONTO BETHEL ROAD AND
 GC2209'THEN RIGHT ON BETHEL ROAD AND GO WESTERLY FOR 0.6 OF A MILE TO A
 GC2209'GRAVELED ROAD LEFT.* TURN LEFT ONTO THIS GRAVELED ROAD AND GO
 GC2209'SOUTHEASTERLY FOR ABOUT 150 FEET TO A GRADED ROAD RIGHT (OLD SLATER
 GC2209'ROAD). HERE BEAR RIGHT ON THIS GRADED ROAD, PASSING TO THE WEST OF
 GC2209'A HOUSE, AND GO SOUTHERLY FOR 0.25 OF A MILE TO A WIRE GATE, PASS
 GC2209'THROUGH WIRE GATE, AND CONTINUE SOUTHERLY FOR 0.1 OF A MILE TO A DIM
 GC2209'TRACK ROAD LEFT, THENCE BEAR LEFT ON DIM TRACK ROAD FOR ABOUT 200
 GC2209'FEET TO TOP OF CLEARED KNOLL AND THE STATION AS DESCRIBED.
 GC2209'
 GC2209'THE STATION IS 170 FEET SOUTH OF THE CENTER OF A WELL CASING, 93 FEET
 GC2209'EAST OF THE APPROXIMATE CENTER OF A GRADED ROAD, (OLD SLATER ROAD),
 GC2209'30 FEET WEST OF A 6-INCH PERSIMMON TREE WITH A METAL WITNESS SIGN
 GC2209'ATTACHED TO THE WEST SIDE, 24 FEET NORTH-NORTHWEST OF A 6-INCH
 GC2209'SASSAFRAS TREE, AND ON THE SOUTH SLOPE AT THE SOUTH END OF A NARROW
 GC2209'RIDGE JUST BELOW THE HIGHEST POINT. IT IS A STANDARD DISK SET IN
 GC2209'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 14 INCHES BELOW THE
 GC2209'SURFACE OF THE GROUND AND THE DISK IS STAMPED BETHEL 1930 1953.
 GC2209'
 GC2209'REFERENCE MARK NO. 2 IS 105 FEET WEST OF THE 6-INCH PERSIMMON TREE
 GC2209'WITH METAL WITNESS SIGN ATTACHED, 17 FEET EAST OF THE APPROXIMATE
 GC2209'CENTER OF THE GRADED ROAD, AND ABOUT 6 FEET BELOW THE GROUND
 GC2209'ELEVATION AT THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 GC2209'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2209'STAMPED BETHEL NO. II 1930.
 GC2209'
 GC2209'REFERENCE MARK NO. 3 IS 28 FEET SOUTHWEST OF A 7-INCH SOURWOOD TREE,
 GC2209'20 FEET WEST-SOUTHWEST OF THE CENTER OF THE WELL CASING, 10 FEET
 GC2209'EAST OF THE APPROXIMATE CENTER OF THE GRADED ROAD NEAR POINT OF
 GC2209'CURVE, AND ABOVE THE GROUND ELEVATION AT THE STATION. IT IS A
 GC2209'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GC2209'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED BETHEL NO. 3
 GC2209'1933.
 GC2209'
 GC2209'DUE TO TREES ON LINE BETWEEN THE REFERENCE MARKS, THEY COULD NOT BE
 GC2209'MEASURED BETWEEN. HOWEVER, THE COMPUTED DISTANCE BETWEEN THE
 GC2209'MARKS IS 142.88 FEET, 43.551 METERS AS OPPOSED TO 142.91 FEET
 GC2209'MEASURED IN 1933.
 GC2209'
 GC2209'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE NORTH-NORTHWEST OF THE
 GC2209'STATION, NEAR THE SOUTHEAST CORNER OF A CEMETERY IN THE COMMUNITY OF
 GC2209'BETHEL, 75.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BIGGS
 GC2209'HEADSTONE, 58 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2209'THE CORLEW HEADSTONE, 29 FEET WEST OF A FENCE, AND 0.7 OF A FOOT
 GC2209'NORTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET
 GC2209'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 GC2209'INCHES AND THE DISK IS STAMPED BETHEL 1930 1959.
 GC2209'
 GC2209'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE GRAVELED ROAD
 GC2209'LEFT AND BETHEL ROAD, CONTINUE WESTERLY ON BETHEL ROAD FOR
 GC2209'0.35 OF A MILE TO THE ENTRANCE INTO A CEMETERY ON THE LEFT, AND THE
 GC2209'MARK NEAR THE SOUTHEAST CORNER OF THE CEMETERY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1910 ***********************************************************************
 GB1910  DESIGNATION -  BETTE
 GB1910  PID         -  GB1910
 GB1910  STATE/COUNTY-  TN/JACKSON
 GB1910  USGS QUAD   -  GAINESBORO (1979)
 GB1910
 GB1910                         *CURRENT SURVEY CONTROL
 GB1910  ___________________________________________________________________
 GB1910* NAD 83(1995)-  36 22 21.27619(N)    085 39 08.99986(W)     ADJUSTED  
 GB1910* NAVD 88     -       175.288  (meters)     575.09   (feet)  ADJUSTED  
 GB1910  ___________________________________________________________________
 GB1910  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GB1910  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1910  DYNAMIC HT  -         175.136 (meters)     574.59  (feet)  COMP
 GB1910  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GB1910
 GB1910  HORZ ORDER  -  SECOND
 GB1910  VERT ORDER  -  SECOND    CLASS 0
 GB1910
 GB1910.The horizontal coordinates were established by classical geodetic methods
 GB1910.and adjusted by the National Geodetic Survey in April 1999..
 GB1910
 GB1910.The orthometric height was determined by differential leveling
 GB1910.and adjusted by the National Geodetic Survey in June 1991..
 GB1910
 GB1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1910
 GB1910.The geoid height was determined by GEOID03.
 GB1910
 GB1910.The dynamic height is computed by dividing the NAVD 88
 GB1910.geopotential number by the normal gravity value computed on the
 GB1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1910.degrees latitude (g = 980.6199 gals.).
 GB1910
 GB1910.The modeled gravity was interpolated from observed gravity values.
 GB1910
 GB1910;                    North         East     Units Scale Factor Converg.
 GB1910;SPC TN       -   226,311.553   631,183.545   MT  0.99999248   +0 12 12.4
 GB1910;SPC TN       -   742,490.49  2,070,808.01   sFT  0.99999248   +0 12 12.4
 GB1910;UTM  16      - 4,026,116.977   620,876.486   MT  0.99978002   +0 47 57.2
 GB1910
 GB1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1910!SPC TN       -   0.99997722  x   0.99999248  =   0.99996971
 GB1910!UTM  16      -   0.99997722  x   0.99978002  =   0.99975725
 GB1910
 GB1910|---------------------------------------------------------------------|
 GB1910| PID    Reference Object                     Distance      Geod. Az  |
 GB1910|                                                           dddmmss.s |
 GB1910| GB1911 BETTE RM 2                           11.698 METERS 00102     |
 GB1910| GB1912 BETTE RM 1                           13.769 METERS 10013     |
 GB1910| CG5602 BETTE AZ MK                                        3525318.5 |
 GB1910|---------------------------------------------------------------------|
 GB1910
 GB1910                          SUPERSEDED SURVEY CONTROL
 GB1910
 GB1910  NAD 83(1995)-  36 22 21.27795(N)    085 39 09.00146(W) AD(       ) 2
 GB1910  NAD 83(1995)-  36 22 21.28269(N)    085 39 09.00465(W) AD(       ) 2
 GB1910  NAD 83(1986)-  36 22 21.28673(N)    085 39 09.00370(W) AD(       ) 2
 GB1910  NAD 27      -  36 22 21.06782(N)    085 39 09.09336(W) AD(       ) 2
 GB1910  NGVD 29 (??/??/92)  175.385  (m)          575.41   (f) ADJ UNCH    2 0
 GB1910
 GB1910.Superseded values are not recommended for survey control.
 GB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1910.See file dsdata.txt to determine how the superseded data were derived.
 GB1910
 GB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2087626117(NAD 83)
 GB1910_MARKER: DE = TRAVERSE STATION DISK
 GB1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1910_STAMPING: BETTE 1966
 GB1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1910+STABILITY: SURFACE MOTION
 GB1910
 GB1910  HISTORY     - Date     Condition        Report By
 GB1910  HISTORY     - 1966     MONUMENTED       TNHD
 GB1910  HISTORY     - 1966     GOOD             TNHD
 GB1910
 GB1910                          STATION DESCRIPTION
 GB1910
 GB1910'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1910'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF GAINESBORO.
 GB1910'
 GB1910'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1910'GAINESBORO, GO EASTERLY ON STATE ROUTE 53 AND 56 FOR 1.35 MILES TO
 GB1910'THE JUNCTION OF STATE ROUTES 53, 56 AND 85 AND THE STATION ON THE
 GB1910'LEFT.
 GB1910'
 GB1910'THE STATION IS 47 FEET SOUTH OF THE SOUTHEAST END OF THE CUMBERLAND
 GB1910'RIVER BRIDGE, 16 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1910'56 AND 85, 4.3 FEET EAST OF A METAL WITNESS POST AND SIGN AND 4 FEET
 GB1910'EAST OF A FENCE CORNER.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB1910'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB1910'BETTE 1966.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GB1910'THE SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1910'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1910'
 GB1910'REFERENCE MARK NO. 1 IS IN THE TRIANGLE OF THE HIGHWAY JUNCTION, 62
 GB1910'FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE, 30 FEET EAST OF
 GB1910'THE APPROXIMATE CENTER OF STATE ROUTE 56 AND 85 AND 26 FEET NORTHWEST
 GB1910'OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 85.  THE MARK IS A
 GB1910'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1910'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1910'BETTE RM-1 1966.
 GB1910'
 GB1910'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE APPROXIMATE CENTER OF
 GB1910'STATE ROUTE 56 AND 85, 9 FEET SOUTH OF THE SOUTHEAST END OF THE
 GB1910'BRIDGE AND 1.4 FEET EAST OF UTILITY POLE NO. 430.  THE MARK IS A
 GB1910'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1910'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1910'BETTE RM-2 1966.
 GB1910'
 GB1910'THE AZIMUTH MARK IS 14 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1910'ROUTE 56 AND 85, 7 FEET SOUTHEAST OF A TELEPHONE POLE AND 3.0
 GB1910'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS A STANDARD
 GB1910'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1910'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BETTE AZI
 GB1910'1966.
 GB1910'
 GB1910'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GB1910'STATE ROUTE 56 AND 85, CROSSING THE BRIDGE, FOR 0.45 MILE TO THE
 GB1910'MARK ON THE LEFT.
 GB1910'
 GB1910'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1910'
 GB1910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1910
 GB1910                          STATION RECOVERY (1966)
 GB1910
 GB1910'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1910'1.5 MI N FROM GAINESBORO.
 GB1910'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1910'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56 FOR
 GB1910'1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AN 85 AND THE
 GB1910'MARK ON THE LEFT, 47 FEET SOUTH OF THE SOUTHEAST END OF THE
 GB1910'CUMBERLAND RIVER BRIDGE, 16 FEET WEST OF THE APPROXIMATE CENTER
 GB1910'OF STATE ROUTE 56 AND 85, 4.3 FEET EAST OF A METAL WITNESS POST
 GB1910'AND SIGN AND 4 FEET EAST OF A FENCE CORNER.  THE DISK IS SET IN
 GB1910'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1912 ***********************************************************************
 GB1912  DESIGNATION -  BETTE RM 1
 GB1912  PID         -  GB1912
 GB1912  STATE/COUNTY-  TN/JACKSON
 GB1912  USGS QUAD   -  GAINESBORO (1979)
 GB1912
 GB1912                         *CURRENT SURVEY CONTROL
 GB1912  ___________________________________________________________________
 GB1912* NAD 83(1986)-  36 22 21.     (N)    085 39 09.     (W)     SCALED    
 GB1912* NAVD 88     -       175.910  (meters)     577.13   (feet)  ADJUSTED  
 GB1912  ___________________________________________________________________
 GB1912  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1912  DYNAMIC HT  -         175.757 (meters)     576.63  (feet)  COMP
 GB1912  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GB1912
 GB1912  VERT ORDER  -  SECOND    CLASS 0
 GB1912
 GB1912.The horizontal coordinates were scaled from a topographic map and have
 GB1912.an estimated accuracy of +/- 6 seconds.
 GB1912
 GB1912.The orthometric height was determined by differential leveling
 GB1912.and adjusted by the National Geodetic Survey in June 1991..
 GB1912
 GB1912.The geoid height was determined by GEOID03.
 GB1912
 GB1912.The dynamic height is computed by dividing the NAVD 88
 GB1912.geopotential number by the normal gravity value computed on the
 GB1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1912.degrees latitude (g = 980.6199 gals.).
 GB1912
 GB1912.The modeled gravity was interpolated from observed gravity values.
 GB1912
 GB1912;                    North         East    Units  Estimated Accuracy
 GB1912;SPC TN       -   226,300.      631,180.      MT  (+/- 180 meters Scaled)
 GB1912
 GB1912                          SUPERSEDED SURVEY CONTROL
 GB1912
 GB1912  NGVD 29 (??/??/92)  176.007  (m)          577.45   (f) ADJ UNCH    2 0
 GB1912
 GB1912.Superseded values are not recommended for survey control.
 GB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1912.See file dsdata.txt to determine how the superseded data were derived.
 GB1912
 GB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208261(NAD 83)
 GB1912_MARKER: DR = REFERENCE MARK DISK
 GB1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1912_STAMPING: BETTE RM-1 1966
 GB1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1912+STABILITY: SURFACE MOTION
 GB1912
 GB1912  HISTORY     - Date     Condition        Report By
 GB1912  HISTORY     - 1966     MONUMENTED       TNHD
 GB1912
 GB1912                          STATION DESCRIPTION
 GB1912
 GB1912'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1912'1.5 MI N FROM GAINESBORO.
 GB1912'AT THE BETTE 1966 STATION SITE, IN THE TRIANGLE OF THE HIGHWAY
 GB1912'JUNCTION, 62 FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE,
 GB1912'30 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 56 AND 85
 GB1912'AND 26 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 56
 GB1912'AND 85.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1912'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1911 ***********************************************************************
 GB1911  DESIGNATION -  BETTE RM 2
 GB1911  PID         -  GB1911
 GB1911  STATE/COUNTY-  TN/JACKSON
 GB1911  USGS QUAD   -  GAINESBORO (1979)
 GB1911
 GB1911                         *CURRENT SURVEY CONTROL
 GB1911  ___________________________________________________________________
 GB1911* NAD 83(1986)-  36 22 21.     (N)    085 39 09.     (W)     SCALED    
 GB1911* NAVD 88     -       175.163  (meters)     574.68   (feet)  ADJUSTED  
 GB1911  ___________________________________________________________________
 GB1911  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1911  DYNAMIC HT  -         175.011 (meters)     574.18  (feet)  COMP
 GB1911  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GB1911
 GB1911  VERT ORDER  -  SECOND    CLASS 0
 GB1911
 GB1911.The horizontal coordinates were scaled from a topographic map and have
 GB1911.an estimated accuracy of +/- 6 seconds.
 GB1911
 GB1911.The orthometric height was determined by differential leveling
 GB1911.and adjusted by the National Geodetic Survey in June 1991..
 GB1911
 GB1911.The geoid height was determined by GEOID03.
 GB1911
 GB1911.The dynamic height is computed by dividing the NAVD 88
 GB1911.geopotential number by the normal gravity value computed on the
 GB1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1911.degrees latitude (g = 980.6199 gals.).
 GB1911
 GB1911.The modeled gravity was interpolated from observed gravity values.
 GB1911
 GB1911;                    North         East    Units  Estimated Accuracy
 GB1911;SPC TN       -   226,300.      631,180.      MT  (+/- 180 meters Scaled)
 GB1911
 GB1911                          SUPERSEDED SURVEY CONTROL
 GB1911
 GB1911  NGVD 29 (??/??/92)  175.261  (m)          575.00   (f) ADJ UNCH    2 0
 GB1911
 GB1911.Superseded values are not recommended for survey control.
 GB1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1911.See file dsdata.txt to determine how the superseded data were derived.
 GB1911
 GB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208261(NAD 83)
 GB1911_MARKER: DR = REFERENCE MARK DISK
 GB1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1911_STAMPING: BETTE RM-2 1966
 GB1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1911+STABILITY: SURFACE MOTION
 GB1911
 GB1911  HISTORY     - Date     Condition        Report By
 GB1911  HISTORY     - 1966     MONUMENTED       TNHD
 GB1911
 GB1911                          STATION DESCRIPTION
 GB1911
 GB1911'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1911'1.5 MI N FROM GAINESBORO.
 GB1911'AT THE BETTE 1966 STATION SITE, 13 FEET WEST OF THE APPROXIMATE
 GB1911'CENTER OF STATE ROUTE 56 AND 85, 9 FEET SOUTH OF THE SOUTHEAST
 GB1911'END OF THE BRIDGE AND 1.4 FEET EAST OF UTILITY POLE NO. 430.
 GB1911'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1911'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3408 ***********************************************************************
 GA3408  DESIGNATION -  BIG
 GA3408  PID         -  GA3408
 GA3408  STATE/COUNTY-  TN/GREENE
 GA3408  USGS QUAD   -  MC CLOUD (1961)
 GA3408
 GA3408                         *CURRENT SURVEY CONTROL
 GA3408  ___________________________________________________________________
 GA3408* NAD 83(1995)-  36 16 34.21230(N)    082 57 43.72620(W)     ADJUSTED  
 GA3408* NAVD 88     -       536.5    (meters)    1760.     (feet)  VERTCON   
 GA3408  ___________________________________________________________________
 GA3408  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GA3408  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3408
 GA3408  HORZ ORDER  -  SECOND
 GA3408
 GA3408.The horizontal coordinates were established by classical geodetic methods
 GA3408.and adjusted by the National Geodetic Survey in April 1999..
 GA3408
 GA3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3408
 GA3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3408
 GA3408.The geoid height was determined by GEOID03.
 GA3408
 GA3408;                    North         East     Units Scale Factor Converg.
 GA3408;SPC TN       -   219,794.320   872,896.115   MT  0.99997810   +1 46 42.5
 GA3408;SPC TN       -   721,108.53  2,863,826.67   sFT  0.99997810   +1 46 42.5
 GA3408;UTM  17      - 4,016,366.353   323,764.651   MT  0.99998269   -1 09 40.5
 GA3408
 GA3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3408!SPC TN       -   0.99992074  x   0.99997810  =   0.99989884
 GA3408!UTM  17      -   0.99992074  x   0.99998269  =   0.99990343
 GA3408
 GA3408|---------------------------------------------------------------------|
 GA3408| PID    Reference Object                     Distance      Geod. Az  |
 GA3408|                                                           dddmmss.s |
 GA3408| DB8741 BIG RM 1                              7.232 METERS 04543     |
 GA3408| GA3401 GREENEVILLE MUNICIPAL TANK          APPROX.16.6 KM 1351414.5 |
 GA3408| DB8742 BIG RM 2                              9.488 METERS 32503     |
 GA3408|---------------------------------------------------------------------|
 GA3408
 GA3408                          SUPERSEDED SURVEY CONTROL
 GA3408
 GA3408  NAD 83(1995)-  36 16 34.21590(N)    082 57 43.72996(W) AD(       ) 2
 GA3408  NAD 83(1995)-  36 16 34.22403(N)    082 57 43.73464(W) AD(       ) 2
 GA3408  NAD 83(1995)-  36 16 34.21757(N)    082 57 43.72860(W) AD(       ) 2
 GA3408  NAD 83(1986)-  36 16 34.22061(N)    082 57 43.72909(W) AD(       ) 2
 GA3408  NAD 27      -  36 16 33.86690(N)    082 57 44.15300(W) AD(       ) 2
 GA3408  NGVD 29 (07/19/86)  536.6    (m)         1760.     (f) VERT ANG       
 GA3408
 GA3408.Superseded values are not recommended for survey control.
 GA3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3408.See file dsdata.txt to determine how the superseded data were derived.
 GA3408
 GA3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2376516366(NAD 83)
 GA3408_MARKER: DE = TRAVERSE STATION DISK
 GA3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3408
 GA3408  HISTORY     - Date     Condition        Report By
 GA3408  HISTORY     - 1961     MONUMENTED       CGS
 GA3408
 GA3408                          STATION DESCRIPTION
 GA3408
 GA3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3408'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOE HENDRY, ABOUT 10
 GA3408'MILES NORTHWEST OF
 GA3408'GREENEVILLE, ABOUT 2 MILES SOUTHWEST OF ROMEO AND ON THE
 GA3408'EASTERN ONE OF TWO HIGH POINTS
 GA3408'ON BIG MOUNTAIN.
 GA3408'
 GA3408'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND STATE
 GA3408'HIGHWAY 70 WHICH IS 2 BLOCKS
 GA3408'WEST OF THE POST OFFICE IN GREENEVILLE, GO
 GA3408'NORTHWEST ON STATE HIGHWAY 70 FOR
 GA3408'10.9 MILES TO COTTERS GROCERY ON
 GA3408'THE RIGHT, CONTINUE ON STATE HIGHWAY 70 FOR 0.85
 GA3408'MILE TO A SIDE ROAD
 GA3408'ON THE LEFT, TURN LEFT AND GO 1.75 MILES TO A POINT WHERE THE MAIN
 GA3408'ROAD TURNS LEFT
 GA3408'AND A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05
 GA3408'MILE TO A FORK, KEEP RIGHT AND GO
 GA3408'0.4 MILE TO AN ABANDONED HOUSE,
 GA3408'CONTINUE PAST THE HOUSE AND FOLLOW DIM TRACK ROAD
 GA3408'FOLLOW DIM FARM
 GA3408'LANE FOR 0.65 MILE TO THE TOP OF RIDGE, TURN LEFT AND FOLLOW DIM
 GA3408'TRACK ROAD ALONG
 GA3408'THE RIDGE FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 GA3408'FOUR-WHEEL DRIVE.
 GA3408'THE STATION MARK IS A STANDARD
 GA3408'TRAVERSE DISK, STAMPED BIG 1961, SET IN A SQUARE
 GA3408'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 GA3408'IT IS 10 FEET
 GA3408'SOUTH OF A FORKED TRIANGULAR BLAZED TREE, 1.1 FEET NORTH OF A
 GA3408'WITNESS POST AND
 GA3408'SIGN AND SET ON THE HIGHEST PART OF MOUNTAIN.
 GA3408'
 GA3408'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BIG NO 1 1961,
 GA3408'CEMENTED IN A DRILLED HOLE
 GA3408'IN OUTCROPPING BEDROCK FLUSH.  IT IS 24.6 FEET NORTHEAST
 GA3408'OF A WITNESS POST AND SIGN, 16
 GA3408'FEET EAST OF A FORKED TRIANGULAR
 GA3408'BLAZED TREE, ABOUT 2 FEET LOWER THAN THE STATION
 GA3408'ELEVATION AND ON THE
 GA3408'NORTHEAST SLOPE OF MOUNTAIN.
 GA3408'
 GA3408'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BIG NO 2 1961,
 GA3408'CEMENTED IN A DRILLED HOLE
 GA3408'IN OUTCROPPING BEDROCK FLUSH.  IT IS 29.8 FEET NORTHWEST
 GA3408'OF A WITNESS POST AND SIGN, 24
 GA3408'FEET NORTHWEST OF A FORKED TRIANGULAR
 GA3408'BLAZED TREE, ABOUT 2 FEET LOWER THAN THE STATION
 GA3408'ELEVATION AND ON THE
 GA3408'WESTERN SLOPE OF MOUNTAIN.
 GA3408'
 GA3408'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  GREENEVILLE,
 GA3408'MUNICIPAL WATER TANK WILL
 GA3408'SERVE AS THE AZIMUTH MARK.
 GA3408'GREENEVILLE MUNICIPAL TANK IS LOCATED IN THE WESTERN PART OF
 GA3408'GREENEVILLE AND 0.05 MILE SOUTH OF THE JUNCTION
 GA3408'OF NELSON STREET AND HIGHLAND AVENUE.
 GA3408'
 GA3408'GREENEVILLE MUNICIPAL TANK IS A ROUND STRUCTURE, SILVER IN COLOR AND
 GA3408'THE OVER-ALL HEIGHT IS ABOUT 80 FEET.
 GA3408'THE POINT OF INTERSECTION WAS THE VERTEX BALL.
 GA3408'
 GA3408'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2433 ***********************************************************************
 FE2433  DESIGNATION -  BIG
 FE2433  PID         -  FE2433
 FE2433  STATE/COUNTY-  TN/HAYWOOD
 FE2433  USGS QUAD   -  BROWNSVILLE (1983)
 FE2433
 FE2433                         *CURRENT SURVEY CONTROL
 FE2433  ___________________________________________________________________
 FE2433* NAD 83(1995)-  35 30 00.82873(N)    089 22 02.43189(W)     ADJUSTED  
 FE2433* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 FE2433  ___________________________________________________________________
 FE2433  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FE2433  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2433
 FE2433  HORZ ORDER  -  THIRD
 FE2433
 FE2433.The horizontal coordinates were established by classical geodetic methods
 FE2433.and adjusted by the National Geodetic Survey in April 1999..
 FE2433
 FE2433.The orthometric height was scaled from a topographic map.
 FE2433
 FE2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2433
 FE2433.The geoid height was determined by GEOID03.
 FE2433
 FE2433;                    North         East     Units Scale Factor Converg.
 FE2433;SPC TN       -   134,721.668   294,554.848   MT  0.99996528   -1 58 17.0
 FE2433;SPC TN       -   441,999.34    966,385.36   sFT  0.99996528   -1 58 17.0
 FE2433;UTM  16      - 3,931,095.810   285,278.951   MT  1.00016820   -1 22 30.9
 FE2433
 FE2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2433!SPC TN       -   0.99999069  x   0.99996528  =   0.99995597
 FE2433!UTM  16      -   0.99999069  x   1.00016820  =   1.00015889
 FE2433
 FE2433:                Primary Azimuth Mark                     Grid Az
 FE2433:SPC TN       -  BIG AZ MK                                084 40 59.9
 FE2433:UTM  16      -  BIG AZ MK                                084 05 13.8
 FE2433
 FE2433|---------------------------------------------------------------------|
 FE2433| PID    Reference Object                     Distance      Geod. Az  |
 FE2433|                                                           dddmmss.s |
 FE2433| CG3248 BIG AZ MK                                          0824242.9 |
 FE2433| FE2508 SHEPP                                21.714 METERS 21449     |
 FE2433| FE2517 STANTON MUNICIPAL TANK              APPROX. 5.1 KM 2163303.8 |
 FE2433| CG3249 BIG RM 1                             28.587 METERS 25210     |
 FE2433|---------------------------------------------------------------------|
 FE2433
 FE2433                          SUPERSEDED SURVEY CONTROL
 FE2433
 FE2433  NAD 83(1995)-  35 30 00.83444(N)    089 22 02.43371(W) AD(       ) 3
 FE2433  NAD 83(1986)-  35 30 00.84049(N)    089 22 02.43251(W) AD(       ) 3
 FE2433  NAD 27      -  35 30 00.55130(N)    089 22 02.17480(W) AD(       ) 3
 FE2433
 FE2433.Superseded values are not recommended for survey control.
 FE2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2433.See file dsdata.txt to determine how the superseded data were derived.
 FE2433
 FE2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8527931096(NAD 83)
 FE2433_MARKER: DS = TRIANGULATION STATION DISK
 FE2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2433
 FE2433  HISTORY     - Date     Condition        Report By
 FE2433  HISTORY     - 1958     MONUMENTED       CGS
 FE2433
 FE2433                          STATION DESCRIPTION
 FE2433
 FE2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2433'THE STATION IS ABOUT 4 MILES NORTHEAST OF STANTON, 9 MILES SOUTHWEST
 FE2433'OF BROWNSVILLE, AND IS ON THE PROPERTY OF G. W.  BOURNE. IT IS 7
 FE2433'FEET WEST OF A WIRE FENCE, 33 FEET NORTH OF THE CENTERLINE OF A
 FE2433'DRIVEWAY, 7 FEET WEST OF A WHITE WITNESS POST, 63 FEET WEST OF THE
 FE2433'CENTERLINE OF U.S. HIGHWAY 70-79, 86 FEET EAST OF A 36 INCH OAK TREE,
 FE2433'AND 118 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 FE2433'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BIG 1958.
 FE2433'
 FE2433'TO REACH THE STATION FROM THE MAIN CROSSROAD IN STANTON, GO NORTHEAST
 FE2433'ON U.S. HIGHWAY 70-79 FOR 3.2 MILES TO A PAVED ROAD RIGHT AND A
 FE2433'DRIVEWAY LEFT AND THE STATION ON THE LEFT, WEST SIDE OF THE HIGHWAY.
 FE2433'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED ROAD FOR
 FE2433'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 FE2433'
 FE2433'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 7 FEET EAST OF A
 FE2433'POWER LINE POLE, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2433'FRAME HOUSE, AND 126 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2433'70-79,. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BIG NO 1 1958.
 FE2433'
 FE2433'SHEPP (USE) WAS USED AS REFERENCE MARK NO 2, IT IS 25 FEET SOUTHEAST
 FE2433'OF A FENCE CORNER, 37 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 FE2433'AND 63 FEET WEST OF THE CENTERLINE OF HIGHWAY 70-79, IT IS A U.S.
 FE2433'ENGINEER DEPARTMENT CAP DISK STAMPED B M SHEPP NO 1 1933, RIVETED
 FE2433'TO THE TOP OF A 4 INCH IRON PIPE REINFORCED WITH CONCRETE, AND
 FE2433'PROJECTS 4 INCHES.
 FE2433'
 FE2433'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A FENCE CORNER, 2 FEET
 FE2433'NORTHWEST OF A WHITE WITNESS POST, 29 FEET SOUTHEAST OF THE
 FE2433'CENTERLINE OF A PAVED ROAD, AND 42 FEET NORTHEAST OF A POWER LINE
 FE2433'POLE WITH A TRANSFORMER. THE MONUMENT PROJECTS 4 INCHES AND THE
 FE2433'DISK IS STAMPED BIG 1958.
 FE2433'
 FE2433'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2672 ***********************************************************************
 GC2672  DESIGNATION -  BIG
 GC2672  PID         -  GC2672
 GC2672  STATE/COUNTY-  TN/STEWART
 GC2672  USGS QUAD   -  INDIAN MOUND (1982)
 GC2672
 GC2672                         *CURRENT SURVEY CONTROL
 GC2672  ___________________________________________________________________
 GC2672* NAD 83(1995)-  36 33 04.51563(N)    087 44 43.54771(W)     ADJUSTED  
 GC2672* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 GC2672  ___________________________________________________________________
 GC2672  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GC2672  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2672
 GC2672  HORZ ORDER  -  SECOND
 GC2672
 GC2672.The horizontal coordinates were established by classical geodetic methods
 GC2672.and adjusted by the National Geodetic Survey in April 1999..
 GC2672
 GC2672.The orthometric height was scaled from a topographic map.
 GC2672
 GC2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2672
 GC2672.The geoid height was determined by GEOID03.
 GC2672
 GC2672;                    North         East     Units Scale Factor Converg.
 GC2672;SPC TN       -   247,477.308   443,732.258   MT  1.00002664   -1 01 18.6
 GC2672;SPC TN       -   811,931.80  1,455,811.58   sFT  1.00002664   -1 01 18.6
 GC2672;SPC KY1Z     - 1,026,097.578 1,321,328.425   MT  1.00016973   -1 13 30.4
 GC2672;SPC KY1Z     - 3,366,455.14  4,335,058.34   sFT  1.00016973   -1 13 30.4
 GC2672;SPC KY S     -   526,070.389   321,351.621   MT  1.00003803   -1 12 36.6
 GC2672;SPC KY S     - 1,725,949.27  1,054,301.11   sFT  1.00003803   -1 12 36.6
 GC2672;UTM  16      - 4,045,351.900   433,286.299   MT  0.99965483   -0 26 38.2
 GC2672
 GC2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2672!SPC TN       -   0.99997101  x   1.00002664  =   0.99999765
 GC2672!SPC KY1Z     -   0.99997101  x   1.00016973  =   1.00014074
 GC2672!SPC KY S     -   0.99997101  x   1.00003803  =   1.00000904
 GC2672!UTM  16      -   0.99997101  x   0.99965483  =   0.99962585
 GC2672
 GC2672|---------------------------------------------------------------------|
 GC2672| PID    Reference Object                     Distance      Geod. Az  |
 GC2672|                                                           dddmmss.s |
 GC2672| GC2675 TT 45 MS                             20.202 METERS 18626     |
 GC2672| CG5604 BIG RM 1                             22.668 METERS 27010     |
 GC2672| CG5603 BIG AZ MK                                          2863200.4 |
 GC2672|---------------------------------------------------------------------|
 GC2672
 GC2672                          SUPERSEDED SURVEY CONTROL
 GC2672
 GC2672  NAD 83(1995)-  36 33 04.51709(N)    087 44 43.54891(W) AD(       ) 2
 GC2672  NAD 83(1995)-  36 33 04.51976(N)    087 44 43.55200(W) AD(       ) 2
 GC2672  NAD 83(1986)-  36 33 04.52559(N)    087 44 43.55061(W) AD(       ) 2
 GC2672  NAD 27      -  36 33 04.34800(N)    087 44 43.48200(W) AD(       ) 2
 GC2672
 GC2672.Superseded values are not recommended for survey control.
 GC2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2672.See file dsdata.txt to determine how the superseded data were derived.
 GC2672
 GC2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3328645352(NAD 83)
 GC2672_MARKER: DS = TRIANGULATION STATION DISK
 GC2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2672
 GC2672  HISTORY     - Date     Condition        Report By
 GC2672  HISTORY     - 1953     MONUMENTED       CGS
 GC2672
 GC2672                          STATION DESCRIPTION
 GC2672
 GC2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2672'STATION IS LOCATED 7 MILES NORTHEAST OF DOVER AND 2 MILES SOUTH OF
 GC2672'BIG ROCK ON PROPERTY OF THE BIG A SCHOOL.  IT IS 105 FEET NORTHEAST
 GC2672'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 90 FEET SOUTHEAST OF
 GC2672'THE CENTER OF U.S. HIGHWAY 79, 15 FEET EAST OF THE CENTER OF A
 GC2672'DRIVEWAY AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 GC2672'AND THE DISK IS STAMPED BIG 1952.
 GC2672'
 GC2672'REFERENCE MARK NO. 1 IS 61 FEET NORTHWEST OF THE CENTER OF THE
 GC2672'DRIVEWAY AND 38 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 GC2672'THE MARK IS FLUSH AND THE DISK IS STAMPED BIG NO 1 1952.
 GC2672'
 GC2672'TT 45 MS (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 40 FEET
 GC2672'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING AND 15 FEET
 GC2672'SOUTHEAST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS A 6 X 6 INCH
 GC2672'CONCRETE POST WHICH PROJECTS 8 INCHES WITH A STANDARD U.S.
 GC2672'GEOLOGICAL SURVEY BENCH MARK DISK ATOP STAMPED TT 45 MS 1946.
 GC2672'
 GC2672'THE AZIMUTH MARK IS 15 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD
 GC2672'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 GC2672'AND THE DISK IS STAMPED BIG 1952.
 GC2672'
 GC2672'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND
 GC2672'STATE HIGHWAY 120 3 MILES SOUTH OF BIG ROCK, GO SOUTHWEST ON
 GC2672'HIGHWAY 79 FOR 1.3 MILE TO THE BIG A SCHOOL ON THE LEFT AND THE
 GC2672'STATION AS DESCRIBED.  CONTINUE ON HIGHWAY 79 FOR 0.2 MILE TO A
 GC2672'GRAVEL ROAD, RIGHT, TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON
 GC2672'THE RIGHT AS DESCRIBED.
 GC2672'
 GC2672'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2103 ***********************************************************************
 GA2103  DESIGNATION -  BIG 33
 GA2103  PID         -  GA2103
 GA2103  STATE/COUNTY-  TN/CLAIBORNE
 GA2103  USGS QUAD   -  TAZEWELL (1971)
 GA2103
 GA2103                         *CURRENT SURVEY CONTROL
 GA2103  ___________________________________________________________________
 GA2103* NAD 83(1995)-  36 24 42.56589(N)    083 30 00.98780(W)     ADJUSTED  
 GA2103* NAVD 88     -       314.435  (meters)    1031.61   (feet)  ADJUSTED  
 GA2103  ___________________________________________________________________
 GA2103  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GA2103  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2103  DYNAMIC HT  -         314.154 (meters)    1030.69  (feet)  COMP
 GA2103  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GA2103
 GA2103  HORZ ORDER  -  SECOND
 GA2103  VERT ORDER  -  SECOND    CLASS 0
 GA2103
 GA2103.The horizontal coordinates were established by classical geodetic methods
 GA2103.and adjusted by the National Geodetic Survey in April 1999..
 GA2103
 GA2103.The orthometric height was determined by differential leveling
 GA2103.and adjusted by the National Geodetic Survey in June 1991..
 GA2103
 GA2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2103
 GA2103.The geoid height was determined by GEOID03.
 GA2103
 GA2103.The dynamic height is computed by dividing the NAVD 88
 GA2103.geopotential number by the normal gravity value computed on the
 GA2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2103.degrees latitude (g = 980.6199 gals.).
 GA2103
 GA2103.The modeled gravity was interpolated from observed gravity values.
 GA2103
 GA2103;                    North         East     Units Scale Factor Converg.
 GA2103;SPC TN       -   233,474.449   824,182.259   MT  0.99999914   +1 27 48.4
 GA2103;SPC TN       -   765,990.75  2,704,004.63   sFT  0.99999914   +1 27 48.4
 GA2103;UTM  17      - 4,032,531.931   275,812.454   MT  1.00021928   -1 29 05.1
 GA2103
 GA2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2103!SPC TN       -   0.99995550  x   0.99999914  =   0.99995464
 GA2103!UTM  17      -   0.99995550  x   1.00021928  =   1.00017477
 GA2103
 GA2103|---------------------------------------------------------------------|
 GA2103| PID    Reference Object                     Distance      Geod. Az  |
 GA2103|                                                           dddmmss.s |
 GA2103| DB8743 BIG 33 RM 1                          10.491 METERS 11935     |
 GA2103| GA2101 BIG 33 AZ MK                        APPROX. 1.0 KM 2951831.5 |
 GA2103| DB8744 BIG 33 RM 2                          10.549 METERS 30052     |
 GA2103|---------------------------------------------------------------------|
 GA2103
 GA2103                          SUPERSEDED SURVEY CONTROL
 GA2103
 GA2103  NAD 83(1995)-  36 24 42.56875(N)    083 30 00.99005(W) AD(       ) 2
 GA2103  NAD 83(1995)-  36 24 42.56817(N)    083 30 00.98140(W) AD(       ) 2
 GA2103  NAD 83(1995)-  36 24 42.57393(N)    083 30 00.98871(W) AD(       ) 2
 GA2103  NAD 83(1986)-  36 24 42.57586(N)    083 30 00.98841(W) AD(       ) 2
 GA2103  NAD 27      -  36 24 42.26876(N)    083 30 01.33848(W) AD(       ) 2
 GA2103  NGVD 29 (??/??/??)  314.61   (m)         1032.2    (f) RESET       3  
 GA2103
 GA2103.Superseded values are not recommended for survey control.
 GA2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2103.See file dsdata.txt to determine how the superseded data were derived.
 GA2103
 GA2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7581232532(NAD 83)
 GA2103_MARKER: DD = SURVEY DISK
 GA2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2103_STAMPING: BIG 33 1963
 GA2103_MARK LOGO: TNHD  
 GA2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2103+STABILITY: SURFACE MOTION
 GA2103
 GA2103  HISTORY     - Date     Condition        Report By
 GA2103  HISTORY     - 1963     MONUMENTED       TNHD
 GA2103  HISTORY     - 1963     GOOD             TNGS
 GA2103
 GA2103                          STATION DESCRIPTION
 GA2103
 GA2103'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2103'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THORN HILL.
 GA2103'
 GA2103'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2103'NORTHWESTERLY ON U.S.
 GA2103'HIGHWAY 25E FOR 7.2 MILES TO THE STATION ON THE RIGHT JUST
 GA2103'BEFORE REACHING A
 GA2103'CONCRETE BRIDGE.
 GA2103'
 GA2103'THE STATION IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GA2103'HIGHWAY 25E, 7 FEET NORTH
 GA2103'OF A GUARD RAIL AND 4.7 FEET SOUTHWEST OF A WITNESS POST.
 GA2103'THE SURFACE AND UNDERGROUND
 GA2103'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2103'DEPARTMENT DISKS AND ARE STAMPED BIG 33 1963.
 GA2103'THE UNDERGROUND MARK
 GA2103'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN
 GA2103'A 10-INCH
 GA2103'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2103'
 GA2103'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2103'U.S.  HIGHWAY 25E, 13
 GA2103'FEET WEST OF TELEPHONE POLE NO.  120, 8 FEET NORTH OF
 GA2103'A GUARD RAIL AND 3.5 FEET
 GA2103'NORTHWEST OF A HIGHWAY CURVE SIGN.  IT IS A
 GA2103'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2103'SET IN A 10-INCH SQUARE,
 GA2103'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BIG 33 RM-1
 GA2103'1963.
 GA2103'
 GA2103'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2103'U.S.  HIGHWAY 25E AND
 GA2103'7 FEET NORTH OF A GUARD RAIL.  IT IS A STANDARD
 GA2103'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2103'SET IN A 10-INCH SQUARE, FLUSH,
 GA2103'CONCRETE MONUMENT AND THE DISK IS STAMPED BIG 33
 GA2103'RM-2 1963.
 GA2103'
 GA2103'THE AZIMUTH MARK IS 67 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2103'U.S.  HIGHWAY 25E,
 GA2103'2.4 FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF
 GA2103'A POWER POLE.  IT IS A STANDARD
 GA2103'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2103'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2103'THE DISK IS STAMPED
 GA2103'BIG 33 AZI 1963.
 GA2103'
 GA2103'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON U.S.
 GA2103'HIGHWAY 25E FOR 0.65 MILE
 GA2103'TO THE AZIMUTH MARK ON THE LEFT.
 GA2103'
 GA2103'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2103
 GA2103                          STATION RECOVERY (1963)
 GA2103
 GA2103'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2103'7.2 MI NW FROM THORN HILL.
 GA2103'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2103'25E FOR 7.2 MILES TO THE MARK ON THE RIGHT.  THE STATION MARK
 GA2103'IS 24 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 7 FEET
 GA2103'NORTH OF A GUARD RAIL AND 4.7 FEET SOUTHWEST OF A WITNESS POST.
 GA2103'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2103'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2101 ***********************************************************************
 GA2101  DESIGNATION -  BIG 33 AZ MK
 GA2101  PID         -  GA2101
 GA2101  STATE/COUNTY-  TN/CLAIBORNE
 GA2101  USGS QUAD   -  TAZEWELL (1971)
 GA2101
 GA2101                         *CURRENT SURVEY CONTROL
 GA2101  ___________________________________________________________________
 GA2101* NAD 83(1995)-  36 24 56.61608(N)    083 30 37.75268(W)     ADJUSTED  
 GA2101* NAVD 88     -       348.357  (meters)    1142.90   (feet)  ADJUSTED  
 GA2101  ___________________________________________________________________
 GA2101  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GA2101  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2101  DYNAMIC HT  -         348.046 (meters)    1141.88  (feet)  COMP
 GA2101  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GA2101
 GA2101  HORZ ORDER  -  SECOND
 GA2101  VERT ORDER  -  SECOND    CLASS 0
 GA2101
 GA2101.The horizontal coordinates were established by classical geodetic methods
 GA2101.and adjusted by the National Geodetic Survey in April 1999..
 GA2101
 GA2101.The orthometric height was determined by differential leveling
 GA2101.and adjusted by the National Geodetic Survey in June 1991..
 GA2101
 GA2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2101
 GA2101.The geoid height was determined by GEOID03.
 GA2101
 GA2101.The dynamic height is computed by dividing the NAVD 88
 GA2101.geopotential number by the normal gravity value computed on the
 GA2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2101.degrees latitude (g = 980.6199 gals.).
 GA2101
 GA2101.The modeled gravity was interpolated from observed gravity values.
 GA2101
 GA2101;                    North         East     Units Scale Factor Converg.
 GA2101;SPC TN       -   233,884.048   823,255.560   MT  0.99999983   +1 27 26.9
 GA2101;SPC TN       -   767,334.58  2,700,964.28   sFT  0.99999983   +1 27 26.9
 GA2101;UTM  17      - 4,032,988.753   274,907.848   MT  1.00022429   -1 29 27.4
 GA2101
 GA2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2101!SPC TN       -   0.99995017  x   0.99999983  =   0.99995000
 GA2101!UTM  17      -   0.99995017  x   1.00022429  =   1.00017445
 GA2101
 GA2101                          SUPERSEDED SURVEY CONTROL
 GA2101
 GA2101  NAD 83(1995)-  36 24 56.61896(N)    083 30 37.75493(W) AD(       ) 2
 GA2101  NAD 83(1995)-  36 24 56.61822(N)    083 30 37.74637(W) AD(       ) 2
 GA2101  NAD 83(1995)-  36 24 56.62425(N)    083 30 37.75367(W) AD(       ) 2
 GA2101  NAD 83(1986)-  36 24 56.62618(N)    083 30 37.75337(W) AD(       ) 2
 GA2101  NAD 27      -  36 24 56.32011(N)    083 30 38.10175(W) AD(       ) 2
 GA2101  NGVD 29 (??/??/92)  348.477  (m)         1143.30   (f) ADJ UNCH    2 0
 GA2101
 GA2101.Superseded values are not recommended for survey control.
 GA2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2101.See file dsdata.txt to determine how the superseded data were derived.
 GA2101
 GA2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7490832989(NAD 83)
 GA2101_MARKER: DD = SURVEY DISK
 GA2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2101_STAMPING: BIG 33 AZI 1963
 GA2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2101+STABILITY: SURFACE MOTION
 GA2101
 GA2101  HISTORY     - Date     Condition        Report By
 GA2101  HISTORY     - 1963     MONUMENTED       TNHD
 GA2101  HISTORY     - 1963     GOOD             TNGS
 GA2101
 GA2101                          STATION DESCRIPTION
 GA2101
 GA2101'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2101'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2101'NORTHWESTERLY ON U.S.
 GA2101'HIGHWAY 25E FOR 7.85 MILES TO BIG 33 AZI ON THE LEFT.
 GA2101'
 GA2101'THE AZIMUTH MARK IS 67 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2101'U.S.  HIGHWAY 25E,
 GA2101'2.4 FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF
 GA2101'A POWER POLE.  IT IS A STANDARD
 GA2101'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2101'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2101'THE DISK IS STAMPED
 GA2101'BIG 33 AZI 1963.
 GA2101
 GA2101                          STATION RECOVERY (1963)
 GA2101
 GA2101'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2101'6.6 MI NW FROM THORN HILL.
 GA2101'FROM THE POST OFFICE IN THORN HILL, GO NORTHWESTERLY ON U.S.
 GA2101'HIGHWAY 25E FOR 7.85 MILES TO THE MARK ON THE RIGHT.  THE MARK
 GA2101'IS 67 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA2101'25E, 2.4 FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF
 GA2101'A POWER POLE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2101'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2104 ***********************************************************************
 GA2104  DESIGNATION -  BIG 33 RM 1
 GA2104  PID         -  GA2104
 GA2104  STATE/COUNTY-  TN/CLAIBORNE
 GA2104  USGS QUAD   -  TAZEWELL (1971)
 GA2104
 GA2104                         *CURRENT SURVEY CONTROL
 GA2104  ___________________________________________________________________
 GA2104* NAD 83(1986)-  36 24 42.     (N)    083 30 01.     (W)     SCALED    
 GA2104* NAVD 88     -       314.386  (meters)    1031.45   (feet)  ADJUSTED  
 GA2104  ___________________________________________________________________
 GA2104  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2104  DYNAMIC HT  -         314.104 (meters)    1030.52  (feet)  COMP
 GA2104  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GA2104
 GA2104  VERT ORDER  -  SECOND    CLASS 0
 GA2104
 GA2104.The horizontal coordinates were scaled from a topographic map and have
 GA2104.an estimated accuracy of +/- 6 seconds.
 GA2104
 GA2104.The orthometric height was determined by differential leveling
 GA2104.and adjusted by the National Geodetic Survey in June 1991..
 GA2104
 GA2104.The geoid height was determined by GEOID03.
 GA2104
 GA2104.The dynamic height is computed by dividing the NAVD 88
 GA2104.geopotential number by the normal gravity value computed on the
 GA2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2104.degrees latitude (g = 980.6199 gals.).
 GA2104
 GA2104.The modeled gravity was interpolated from observed gravity values.
 GA2104
 GA2104;                    North         East    Units  Estimated Accuracy
 GA2104;SPC TN       -   233,460.      824,180.      MT  (+/- 180 meters Scaled)
 GA2104
 GA2104                          SUPERSEDED SURVEY CONTROL
 GA2104
 GA2104  NGVD 29 (??/??/92)  314.505  (m)         1031.84   (f) ADJ UNCH    2 0
 GA2104
 GA2104.Superseded values are not recommended for survey control.
 GA2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2104.See file dsdata.txt to determine how the superseded data were derived.
 GA2104
 GA2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA758325(NAD 83)
 GA2104_MARKER: DD = SURVEY DISK
 GA2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2104_STAMPING: BIG 33 RM 1 1963
 GA2104_MARK LOGO: TNHD  
 GA2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2104+STABILITY: SURFACE MOTION
 GA2104
 GA2104  HISTORY     - Date     Condition        Report By
 GA2104  HISTORY     - 1963     MONUMENTED       TNHD
 GA2104
 GA2104                          STATION DESCRIPTION
 GA2104
 GA2104'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2104'7.2 MI NW FROM THORN HILL.
 GA2104'THIS MARK IS LOCATED AT THE BIG 33 1963 STATION SITE, 25 FEET
 GA2104'NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 25E, 13 FEET
 GA2104'WEST OF TELEPHONE POLE NO. 120, 8 FEET NORTH OF A GUARD RAIL,
 GA2104'3.5 FEET NORTHWEST OF A HIGHWAY CURVE SIGN, AND 34 FEET SOUTHEAST
 GA2104'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2104'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2104'FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION BIG 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2102 ***********************************************************************
 GA2102  DESIGNATION -  BIG 33 RM 2
 GA2102  PID         -  GA2102
 GA2102  STATE/COUNTY-  TN/CLAIBORNE
 GA2102  USGS QUAD   -  TAZEWELL (1971)
 GA2102
 GA2102                         *CURRENT SURVEY CONTROL
 GA2102  ___________________________________________________________________
 GA2102* NAD 83(1986)-  36 24 42.     (N)    083 30 01.     (W)     SCALED    
 GA2102* NAVD 88     -       314.384  (meters)    1031.44   (feet)  ADJUSTED  
 GA2102  ___________________________________________________________________
 GA2102  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2102  DYNAMIC HT  -         314.102 (meters)    1030.52  (feet)  COMP
 GA2102  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GA2102
 GA2102  VERT ORDER  -  SECOND    CLASS 0
 GA2102
 GA2102.The horizontal coordinates were scaled from a topographic map and have
 GA2102.an estimated accuracy of +/- 6 seconds.
 GA2102
 GA2102.The orthometric height was determined by differential leveling
 GA2102.and adjusted by the National Geodetic Survey in June 1991..
 GA2102
 GA2102.The geoid height was determined by GEOID03.
 GA2102
 GA2102.The dynamic height is computed by dividing the NAVD 88
 GA2102.geopotential number by the normal gravity value computed on the
 GA2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2102.degrees latitude (g = 980.6199 gals.).
 GA2102
 GA2102.The modeled gravity was interpolated from observed gravity values.
 GA2102
 GA2102;                    North         East    Units  Estimated Accuracy
 GA2102;SPC TN       -   233,460.      824,180.      MT  (+/- 180 meters Scaled)
 GA2102
 GA2102                          SUPERSEDED SURVEY CONTROL
 GA2102
 GA2102  NGVD 29 (??/??/92)  314.504  (m)         1031.84   (f) ADJ UNCH    2 0
 GA2102
 GA2102.Superseded values are not recommended for survey control.
 GA2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2102.See file dsdata.txt to determine how the superseded data were derived.
 GA2102
 GA2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA758325(NAD 83)
 GA2102_MARKER: DD = SURVEY DISK
 GA2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2102_STAMPING: BIG 33 RM 2 1963
 GA2102_MARK LOGO: TNHD  
 GA2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2102+STABILITY: SURFACE MOTION
 GA2102
 GA2102  HISTORY     - Date     Condition        Report By
 GA2102  HISTORY     - 1963     MONUMENTED       TNHD
 GA2102
 GA2102                          STATION DESCRIPTION
 GA2102
 GA2102'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2102'7.2 MI NW FROM THORN HILL.
 GA2102'THIS MARK IS LOCATED AT THE BIG 33 1963 STATION SITE, 24 FEET
 GA2102'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 7 FEET NORTH OF A
 GA2102'GUARD RAIL AND 35 FEET NORTHWEST OF THE STATION.  THE MARK IS A
 GA2102'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2102'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2102'NOTE-- FOR DESCR. SEE STATION BIG 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2634 ***********************************************************************
 GB2634  DESIGNATION -  BIG FORK
 GB2634  PID         -  GB2634
 GB2634  STATE/COUNTY-  TN/PICKETT
 GB2634  USGS QUAD   -  SHARP PLACE (1981)
 GB2634
 GB2634                         *CURRENT SURVEY CONTROL
 GB2634  ___________________________________________________________________
 GB2634* NAD 83(1995)-  36 34 21.72030(N)    084 51 53.89867(W)     ADJUSTED  
 GB2634* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 GB2634  ___________________________________________________________________
 GB2634  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 GB2634  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB2634
 GB2634  HORZ ORDER  -  FIRST
 GB2634
 GB2634.The horizontal coordinates were established by classical geodetic methods
 GB2634.and adjusted by the National Geodetic Survey in April 1999..
 GB2634
 GB2634.The orthometric height was scaled from a topographic map.
 GB2634
 GB2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2634
 GB2634.The geoid height was determined by GEOID03.
 GB2634
 GB2634;                    North         East     Units Scale Factor Converg.
 GB2634;SPC TN       -   249,052.808   701,594.189   MT  1.00003140   +0 39 52.2
 GB2634;SPC TN       -   817,100.75  2,301,813.60   sFT  1.00003140   +0 39 52.2
 GB2634;SPC KY1Z     - 1,026,943.204 1,579,228.044   MT  1.00016125   +0 32 36.1
 GB2634;SPC KY1Z     - 3,369,229.50  5,181,184.01   sFT  1.00016125   +0 32 36.1
 GB2634;SPC KY S     -   526,934.647   579,217.917   MT  1.00003304   +0 32 12.3
 GB2634;SPC KY S     - 1,728,784.75  1,900,317.45   sFT  1.00003304   +0 32 12.3
 GB2634;UTM  16      - 4,049,593.677   691,037.048   MT  1.00004965   +1 16 21.1
 GB2634
 GB2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2634!SPC TN       -   0.99992034  x   1.00003140  =   0.99995174
 GB2634!SPC KY1Z     -   0.99992034  x   1.00016125  =   1.00008158
 GB2634!SPC KY S     -   0.99992034  x   1.00003304  =   0.99995338
 GB2634!UTM  16      -   0.99992034  x   1.00004965  =   0.99996999
 GB2634
 GB2634:                Primary Azimuth Mark                     Grid Az
 GB2634:SPC TN       -  BIG FORK AZ MK                           103 17 43.7
 GB2634:SPC KY1Z     -  BIG FORK AZ MK                           103 24 59.8
 GB2634:SPC KY S     -  BIG FORK AZ MK                           103 25 23.6
 GB2634:UTM  16      -  BIG FORK AZ MK                           102 41 14.8
 GB2634
 GB2634|---------------------------------------------------------------------|
 GB2634| PID    Reference Object                     Distance      Geod. Az  |
 GB2634|                                                           dddmmss.s |
 GB2634| DB8748 BIG FORK AZ MK                                     1035735.9 |
 GB2634| DB8749 BIG FORK RM 1                        18.901 METERS 14538     |
 GB2634| DB8750 BIG FORK RM 2                        21.123 METERS 22138     |
 GB2634| GB2612 WRIGHT                              APPROX.13.1 KM 2315633.5 |
 GB2634|---------------------------------------------------------------------|
 GB2634
 GB2634                          SUPERSEDED SURVEY CONTROL
 GB2634
 GB2634  NAD 83(1995)-  36 34 21.72028(N)    084 51 53.89857(W) AD(       ) 1
 GB2634  NAD 83(1995)-  36 34 21.73038(N)    084 51 53.90457(W) AD(       ) 1
 GB2634  NAD 83(1986)-  36 34 21.73038(N)    084 51 53.90464(W) AD(       ) 1
 GB2634  NAD 27      -  36 34 21.47400(N)    084 51 54.10900(W) AD(       ) 1
 GB2634
 GB2634.Superseded values are not recommended for survey control.
 GB2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2634.See file dsdata.txt to determine how the superseded data were derived.
 GB2634
 GB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9103749594(NAD 83)
 GB2634_MARKER: DS = TRIANGULATION STATION DISK
 GB2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2634
 GB2634  HISTORY     - Date     Condition        Report By
 GB2634  HISTORY     - 1935     MONUMENTED       CGS
 GB2634
 GB2634                          STATION DESCRIPTION
 GB2634
 GB2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2634'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL, LOCALLY KNOWN
 GB2634'AS BIG FORK RIDGE, ON THE PROPERTY OF THE STERNS LUMBER COMPANY,
 GB2634'ABOUT 17 MILES S OF MONTICELLO, KENTUCKY, AND 11 MILES NNE OF
 GB2634'JAMESTOWN, TENNESSEE.  IT IS 14.1 FEET W OF A TRIANGULAR-BLAZED
 GB2634'15-INCH OAK AND 16.3 FEET ENE OF A TRIANGULAR-BLAZED 12-INCH OAK.
 GB2634'
 GB2634'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2634'DISKS SET IN CONCRETE.
 GB2634'
 GB2634'REFERENCE MARK NO. 1 IS SE AND NO.2 IS SSW OF THE STATION ON THE TOP
 GB2634'OF THE HILL.
 GB2634'
 GB2634'AZIMUTH MARK IS 125 YARDS NE OF THE STATION ON THE S SIDE OF A WOODS
 GB2634'ROAD, 34 FEET ENE OF A 5-INCH OAK TREE, 40 FEET NNE OF A 16-INCH
 GB2634'BLACK GUM TREE, AND 5 FEET S OF THE CENTER LINE OF THE ROAD.
 GB2634'
 GB2634'TO REACH THE STATION FROM ALBANY, KENTUCKY, GO S ON HIGHWAY 35 TO
 GB2634'STATIC POST OFFICE AT STATE LINE.  HERE, KEEP LEFT ON TENNESSEE
 GB2634'HIGHWAY 28 FOR 19.75 MILES TO T-ROAD TO LEFT (E).  TURN LEFT ON
 GB2634'GRAVEL ROAD AND FOLLOW THIS MAIN GRAVEL ROAD, BEARING LEFT AT ALL
 GB2634'MAIN FORKS, FOR 10.25 MILES TO ARCHED SIGN PICKETT STATE FOREST
 GB2634'ACROSS ROADWAY.  PASS UNDER SIGN AND TURN LEFT ON DIRT ROAD,
 GB2634'FOLLOW THIS ROAD FOR 4.5 MILES TO FORKS AT ROCK CREEK POST OFFICE IN
 GB2634'CAMP 14.  TAKE LEFT FORK AND GO 0.75 MILE TO SHACK ON LEFT.  THE
 GB2634'STATION IS ABOUT 150 YARDS N OF THIS POINT ON HIGHEST PART OF HILL.
 GB2634'
 GB2634'A 77-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1891 ***********************************************************************
 FC1891  DESIGNATION -  BIG HILL
 FC1891  PID         -  FC1891
 FC1891  STATE/COUNTY-  TN/MARION
 FC1891  USGS QUAD   -  WHITE CITY (1974)
 FC1891
 FC1891                         *CURRENT SURVEY CONTROL
 FC1891  ___________________________________________________________________
 FC1891* NAD 83(1995)-  35 09 29.74289(N)    085 39 19.95278(W)     ADJUSTED  
 FC1891* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 FC1891  ___________________________________________________________________
 FC1891  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FC1891  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1891
 FC1891  HORZ ORDER  -  SECOND
 FC1891
 FC1891.The horizontal coordinates were established by classical geodetic methods
 FC1891.and adjusted by the National Geodetic Survey in April 1999..
 FC1891
 FC1891.The orthometric height was scaled from a topographic map.
 FC1891
 FC1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1891
 FC1891.The geoid height was determined by GEOID03.
 FC1891
 FC1891;                    North         East     Units Scale Factor Converg.
 FC1891;SPC TN       -    91,581.869   631,384.719   MT  1.00001746   +0 12 06.0
 FC1891;SPC TN       -   300,464.85  2,071,468.03   sFT  1.00001746   +0 12 06.0
 FC1891;UTM  16      - 3,891,421.316   622,451.110   MT  0.99978479   +0 46 27.4
 FC1891
 FC1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1891!SPC TN       -   0.99990738  x   1.00001746  =   0.99992484
 FC1891!UTM  16      -   0.99990738  x   0.99978479  =   0.99969219
 FC1891
 FC1891:                Primary Azimuth Mark                     Grid Az
 FC1891:SPC TN       -  BIG HILL AZ MK                           001 47 18.2
 FC1891:UTM  16      -  BIG HILL AZ MK                           001 12 56.8
 FC1891
 FC1891|---------------------------------------------------------------------|
 FC1891| PID    Reference Object                     Distance      Geod. Az  |
 FC1891|                                                           dddmmss.s |
 FC1891| CG5605 BIG HILL AZ MK                                     0015924.2 |
 FC1891| CG5606 BIG HILL RM 1                        20.528 METERS 04525     |
 FC1891| CG5607 BIG HILL RM 2                        27.813 METERS 15343     |
 FC1891|---------------------------------------------------------------------|
 FC1891
 FC1891                          SUPERSEDED SURVEY CONTROL
 FC1891
 FC1891  NAD 83(1995)-  35 09 29.74309(N)    085 39 19.95271(W) AD(       ) 2
 FC1891  NAD 83(1995)-  35 09 29.74324(N)    085 39 19.95386(W) AD(       ) 2
 FC1891  NAD 83(1995)-  35 09 29.74432(N)    085 39 19.95103(W) AD(       ) 2
 FC1891  NAD 83(1986)-  35 09 29.74473(N)    085 39 19.95137(W) AD(       ) 2
 FC1891  NAD 27      -  35 09 29.48100(N)    085 39 20.06900(W) AD(       ) 2
 FC1891
 FC1891.Superseded values are not recommended for survey control.
 FC1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1891.See file dsdata.txt to determine how the superseded data were derived.
 FC1891
 FC1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2245191421(NAD 83)
 FC1891_MARKER: DS = TRIANGULATION STATION DISK
 FC1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1891
 FC1891  HISTORY     - Date     Condition        Report By
 FC1891  HISTORY     - 1934     MONUMENTED       CGS
 FC1891
 FC1891                          STATION DESCRIPTION
 FC1891
 FC1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1891'ABOUT 6 MILES NORTHWEST OF JASPER ON RIDGE KNOWN LOCALLY AS PRYORS
 FC1891'RIDGE AND BIG HILL, BETWEEN DIXON, AND GIZZARD COVES. TO REACH FROM
 FC1891'CHICAGO HOTEL IN SEQUATCHIE, GO NORTHWEST 0.2 MILE ON GRAVEL ROAD TO
 FC1891'2-STORY WHITE HOUSE ON LEFT WITH PICKET FENCE, TURN RIGHT AND GO
 FC1891'ACROSS SMALL BRIDGE, GO 200 YARDS UP STEEP HILL TO NEW
 FC1891'SEQUATCHIE-TRACY CITY ROAD (NOW UNDER CONSTRUCTION), TURN LEFT AND
 FC1891'FOLLOW MAIN-TRAVELED AND VERY ROUGH ROAD 4.65 MILES TO FORKS, TURN
 FC1891'RIGHT AND GO 1.65 MILES UP STEEP HILL TO TRIANGLE-BLAZED 8-INCH OAKS
 FC1891'ON EACH SIDE OF ROAD AND STATION SITE.  STATION IS ABOUT 50 FEET
 FC1891'WEST OF CENTER OF DIM WOODS ROAD AND DIRECTLY IN LINE WITH AND 36.3
 FC1891'FEET WEST-SOUTHWEST OF MORE WESTERLY OF TWO OAKS MENTIONED ABOVE.
 FC1891'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1891'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1891'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 13 FEET WEST OF
 FC1891'CENTER OF ROAD AND 67.35 FEET FROM STATION N 45 DEG 25 MIN E.
 FC1891'NO. 2 IS 9 FEET EAST OF CENTER OF ROAD AND 91.25 FEET FROM
 FC1891'STATION S 26 DEG 17 MIN E. AZIMUTH MARK IS 10 FEET
 FC1891'NORTH OF CENTER OF ROAD, 7 FEET NORTH OF TRIANGLE-BLAZED 30-INCH OAK,
 FC1891'AND 0.2 MILE FROM STATION N 01 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2692 ***********************************************************************
 GC2692  DESIGNATION -  BIG ROCK
 GC2692  PID         -  GC2692
 GC2692  STATE/COUNTY-  TN/STEWART
 GC2692  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2692
 GC2692                         *CURRENT SURVEY CONTROL
 GC2692  ___________________________________________________________________
 GC2692* NAD 83(1995)-  36 35 03.82777(N)    087 46 20.47387(W)     ADJUSTED  
 GC2692* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 GC2692  ___________________________________________________________________
 GC2692  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 GC2692  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2692
 GC2692  HORZ ORDER  -  THIRD
 GC2692
 GC2692.The horizontal coordinates were established by classical geodetic methods
 GC2692.and adjusted by the National Geodetic Survey in April 1999..
 GC2692
 GC2692.The orthometric height was scaled from a topographic map.
 GC2692
 GC2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2692
 GC2692.The geoid height was determined by GEOID03.
 GC2692
 GC2692;                    North         East     Units Scale Factor Converg.
 GC2692;SPC TN       -   251,197.920   441,388.631   MT  1.00003405   -1 02 15.4
 GC2692;SPC TN       -   824,138.51  1,448,122.53   sFT  1.00003405   -1 02 15.4
 GC2692;SPC KY1Z     - 1,029,826.992 1,318,997.728   MT  1.00015668   -1 14 29.9
 GC2692;SPC KY1Z     - 3,378,690.72  4,327,411.71   sFT  1.00015668   -1 14 29.9
 GC2692;SPC KY S     -   529,798.709   319,020.244   MT  1.00003037   -1 13 35.3
 GC2692;SPC KY S     - 1,738,181.26  1,046,652.25   sFT  1.00003037   -1 13 35.3
 GC2692;UTM  16      - 4,049,047.318   430,906.174   MT  0.99965881   -0 27 37.2
 GC2692
 GC2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2692!SPC TN       -   0.99997210  x   1.00003405  =   1.00000615
 GC2692!SPC KY1Z     -   0.99997210  x   1.00015668  =   1.00012878
 GC2692!SPC KY S     -   0.99997210  x   1.00003037  =   1.00000247
 GC2692!UTM  16      -   0.99997210  x   0.99965881  =   0.99963092
 GC2692
 GC2692:                Primary Azimuth Mark                     Grid Az
 GC2692:SPC TN       -  BIG ROCK AZ MK                           047 43 44.0
 GC2692:SPC KY1Z     -  BIG ROCK AZ MK                           047 55 58.5
 GC2692:SPC KY S     -  BIG ROCK AZ MK                           047 55 03.9
 GC2692:UTM  16      -  BIG ROCK AZ MK                           047 09 05.8
 GC2692
 GC2692|---------------------------------------------------------------------|
 GC2692| PID    Reference Object                     Distance      Geod. Az  |
 GC2692|                                                           dddmmss.s |
 GC2692| CG5608 BIG ROCK AZ MK                                     0464128.6 |
 GC2692| GC2691 10 WDL                              218.609 METERS 07112     |
 GC2692| CG5609 BIG ROCK RM 1                        25.352 METERS 23209     |
 GC2692| CG5610 BIG ROCK RM 2                        23.960 METERS 31740     |
 GC2692|---------------------------------------------------------------------|
 GC2692
 GC2692                          SUPERSEDED SURVEY CONTROL
 GC2692
 GC2692  NAD 83(1995)-  36 35 03.82879(N)    087 46 20.47456(W) AD(       ) 3
 GC2692  NAD 83(1995)-  36 35 03.83305(N)    087 46 20.47831(W) AD(       ) 3
 GC2692  NAD 83(1986)-  36 35 03.83711(N)    087 46 20.47649(W) AD(       ) 3
 GC2692  NAD 27      -  36 35 03.65900(N)    087 46 20.40400(W) AD(       ) 3
 GC2692
 GC2692.Superseded values are not recommended for survey control.
 GC2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2692.See file dsdata.txt to determine how the superseded data were derived.
 GC2692
 GC2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3090649047(NAD 83)
 GC2692_MARKER: DS = TRIANGULATION STATION DISK
 GC2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2692
 GC2692  HISTORY     - Date     Condition        Report By
 GC2692  HISTORY     - 1953     MONUMENTED       CGS
 GC2692
 GC2692                          STATION DESCRIPTION
 GC2692
 GC2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2692'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF DOVER AND 4 MILES
 GC2692'SOUTHEAST OF BUMPUS MILLS ON PROPERTY OWNED BY CHARLES GIBBS.
 GC2692'IT IS 53 FEET EAST OF A POWER LINE POLE, 47 FEET SOUTHEAST OF THE
 GC2692'CENTER OF STATE HIGHWAY 120 AND 5 FEET WEST OF A WHITE WITNESS POST.
 GC2692'THE MARK IS FLUSH AND THE DISK IS STAMPED BIG ROCK 1953.
 GC2692'
 GC2692'REFERENCE MARK NO. 1 IS 53 FEET SOUTHWEST OF THE POWER LINE POLE.
 GC2692'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BIG
 GC2692'ROCK NO 1 1953.
 GC2692'
 GC2692'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF THE CENTER OF THE
 GC2692'HIGHWAY AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK PROJECTS
 GC2692'ABOUT 4 INCHES AND THE DISK IS STAMPED BIG ROCK NO 2 1953.
 GC2692'
 GC2692'10 WDL (USGS) B.M. IS 32 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 120
 GC2692'AND 6 FEET NORTHEAST OF AN 8 INCH OAK TREE.  THE MARK IS A 6 X 6
 GC2692'INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES WITH A BRONZE U.S.
 GC2692'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED WDL 10 1947 670 (FEET
 GC2692'ABOVE SEA LEVEL).
 GC2692'
 GC2692'AZIMUTH MARK IS 17 FEET NORTHWEST OF THE CENTER OF HIGHWAY 120 AND 1
 GC2692'FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3
 GC2692'INCHES AND THE DISK IS STAMPED BIG ROCK 1953.
 GC2692'
 GC2692'TO REACH THE STATION FROM THE SOUTH END OF A BRIDGE OVER SALINE CREEK
 GC2692'IN BUMPUS MILLS, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 120 FOR
 GC2692'5.6 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT AS
 GC2692'DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.1 MILE TO A CURVE AND WDL
 GC2692'10 (USGS) B.M. ON THE RIGHT, CONTINUE NORTHEAST ON HIGHWAY FOR 0.2
 GC2692'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2692'
 GC2692'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2632 ***********************************************************************
 GC2632  DESIGNATION -  BIG SANDY RESET
 GC2632  PID         -  GC2632
 GC2632  STATE/COUNTY-  TN/BENTON
 GC2632  USGS QUAD   -  HARMON CREEK (1973)
 GC2632
 GC2632                         *CURRENT SURVEY CONTROL
 GC2632  ___________________________________________________________________
 GC2632* NAD 83(1995)-  36 12 27.56462(N)    087 58 45.90935(W)     ADJUSTED  
 GC2632* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GC2632  ___________________________________________________________________
 GC2632  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GC2632  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GC2632
 GC2632  HORZ ORDER  -  SECOND
 GC2632
 GC2632.The horizontal coordinates were established by classical geodetic methods
 GC2632.and adjusted by the National Geodetic Survey in April 1999..
 GC2632
 GC2632.The orthometric height was scaled from a topographic map.
 GC2632
 GC2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2632
 GC2632.The geoid height was determined by GEOID03.
 GC2632
 GC2632;                    North         East     Units Scale Factor Converg.
 GC2632;SPC TN       -   209,756.290   422,014.869   MT  0.99996960   -1 09 31.8
 GC2632;SPC TN       -   688,175.43  1,384,560.45   sFT  0.99996960   -1 09 31.8
 GC2632;UTM  16      - 4,007,425.568   411,957.963   MT  0.99969551   -0 34 42.9
 GC2632
 GC2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2632!SPC TN       -   0.99997342  x   0.99996960  =   0.99994302
 GC2632!UTM  16      -   0.99997342  x   0.99969551  =   0.99966894
 GC2632
 GC2632|---------------------------------------------------------------------|
 GC2632| PID    Reference Object                     Distance      Geod. Az  |
 GC2632|                                                           dddmmss.s |
 GC2632| CG5614 BIG SANDY RM 3                       22.522 METERS 04658     |
 GC2632| GC2605 TURKEY                              APPROX.11.2 KM 0961622.1 |
 GC2632| CG5611 BIG SANDY AZ MK                                    1153109.7 |
 GC2632| CG5612 BIG SANDY RM 1                       24.740 METERS 30253     |
 GC2632| GD1471 BIG SANDY ST FOREST LOT WT 2        APPROX. 5.8 KM 3141933.2 |
 GC2632| CG5613 BIG SANDY RM 2                       26.761 METERS 35551     |
 GC2632|---------------------------------------------------------------------|
 GC2632
 GC2632                          SUPERSEDED SURVEY CONTROL
 GC2632
 GC2632  NAD 83(1995)-  36 12 27.56729(N)    087 58 45.91294(W) AD(       ) 2
 GC2632  NAD 83(1995)-  36 12 27.56745(N)    087 58 45.91551(W) AD(       ) 2
 GC2632  NAD 83(1986)-  36 12 27.57398(N)    087 58 45.91069(W) AD(       ) 2
 GC2632  NAD 27      -  36 12 27.36900(N)    087 58 45.78900(W) AD(       ) 2
 GC2632
 GC2632.Superseded values are not recommended for survey control.
 GC2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2632.See file dsdata.txt to determine how the superseded data were derived.
 GC2632
 GC2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1195807426(NAD 83)
 GC2632_MARKER: DS = TRIANGULATION STATION DISK
 GC2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2632
 GC2632  HISTORY     - Date     Condition        Report By
 GC2632  HISTORY     - 1934     MONUMENTED       CGS
 GC2632  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GC2632  HISTORY     - 1968     GOOD             CGS
 GC2632  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC2632
 GC2632                          STATION DESCRIPTION
 GC2632
 GC2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2632'ON SUMMIT OF OBSCURE AND HEAVILY TIMBERED RIDGE ON WEST SIDE OF
 GC2632'TENNESSEE RIVER, 4.8 MILES SOUTHEAST OF BIG SANDY, AND ON SMALL
 GC2632'KNOLL NEAR SOUTH END OF RIDGE.  TO REACH FROM BIG SANDY, GO
 GC2632'SOUTH-SOUTHEAST 0.65 MILE ON STATE ROUTE 69 AND TURN LEFT
 GC2632'(SOUTHEAST) ONTO GRAVEL ROAD, CONTINUE ON THIS MAIN ROAD 7.4 MILES
 GC2632'AND TURN LEFT ONTO FARM ROAD AT ABANDONED HOUSE, CONTINUE 0.4 MILE
 GC2632'TO TREE WITH TRIANGULAR BLAZE ON RIGHT AND ABANDONED HOUSE, TURN
 GC2632'RIGHT ONTO DIM WOODS ROAD, AND GO 1.2 MILES TO DIM
 GC2632'FORK, TAKE LEFT FORK AND CONTINUE 0.15 MILE TO TREE WITH TRIANGULAR
 GC2632'BLAZE ON RIGHT, TURN SHARPLY TO RIGHT UP HILL AND GO
 GC2632'60 YARDS TO
 GC2632'SUMMIT AND STATION SITE WHICH IS 50 YARDS NORTH OF DIM WOODS ROAD, 50
 GC2632'FEET NORTH OF HIGH POINT OF KNOLL, 30 FEET NORTHWEST OF
 GC2632'8-INCH OAK TREE, AND 28 FEET SOUTH OF 28-INCH CHESTNUT STUMP.
 GC2632'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GC2632'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC2632'REFERENCE DISKS IN CONCRETE.  NO. 1 IS DOWN WEST SLOPE,
 GC2632'NEAR DIM WOODS ROAD TO SOUTH, AND IS 81.45 FEET FROM STATION.
 GC2632'NO. 2 IS DOWN WEST SLOPE OF HILL, 10 FEET
 GC2632'SOUTH OF 6-INCH OAK TREE, AND 87.80 FEET FROM STATION.
 GC2632'AZIMUTH MARK IS IN SMALL CLEARING ON EAST SIDE OF DIM
 GC2632'WOODS ROAD, 40 FEET NORTHEAST OF WARPED OAK TREE, AND 0.15 MILE
 GC2632'FROM STATION.
 GC2632
 GC2632                          STATION RECOVERY (1952)
 GC2632
 GC2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2632'STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 GC2632'FOLLOWING.  THE SURFACE MARK WAS DISTURBED AND THE
 GC2632'UNDERGROUND MARK WAS STAMPED LICKED 1934.  REFERENCE MARK NO. 2 HAS
 GC2632'BEEN DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 GC2632'FOUND AND SHOULD BE CONSIDERED DESTROYED.  NEW SURFACE MARK,
 GC2632'UNDERGROUND MARK AND REFERENCE MARK WERE SET BY THIS PARTY.  NO
 GC2632'SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.  DIRECTION TO
 GC2632'REFERENCE MARK NO. 1 CHECKED.  DISTANCE TO REFERENCE MARK NO. 1
 GC2632'FAILED TO CHECK.  A COMPLETE NEW DISCRIPTION FOLLOWS.
 GC2632'
 GC2632'STATION IS LOCATED 5 MILES SOUTHEAST OF BIG SANDY AND 2 MILES WEST OF
 GC2632'THE TENNESSEE RIVER ON PROPERTY OWNED BY THE NICKY EXPERIMENTAL
 GC2632'FOREST.  IT IS 40 FEET NORTHWEST OF THE CENTER OF A WOODS ROAD, 39
 GC2632'FEET SOUTHEAST OF THE CENTER OF A WOODS ROAD, 25 FEET SOUTH OF A 6
 GC2632'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 20 FEET NORTH
 GC2632'OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND
 GC2632'5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 GC2632'THE DISK IS STAMPED BIG SANDY 1934 1952.
 GC2632'
 GC2632'REFERENCE MARK NO. 1 IS 81.17 FEET NORTHWEST OF THE STATION.  IT IS
 GC2632'40 FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 3 FEET
 GC2632'SOUTHEAST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GC2632'SOUTHEAST SIDE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GC2632'BIG SANDY 1934.
 GC2632'
 GC2632'REFERENCE MARK NO. 3 IS 73.89 FEET NORTHEAST OF THE STATION.  IT IS
 GC2632'49 FEET NORTHEAST OF THE 6 INCH OAK TREE WITH THE TRIANGLE BLAZE
 GC2632'ON THE SOUTH SIDE AND 27 FEET NORTHEAST OF THE CENTER OF A WOODS
 GC2632'ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BIG
 GC2632'SANDY NO 3 1934 1952.
 GC2632'
 GC2632'TO REACH THE STATION FROM THE INTERSECTION OF DUNLAP AND MAINE
 GC2632'STREETS, 0.1 MILE SOUTHWEST OF THE RAILROAD STATION IN BIG SANDY,
 GC2632'GO SOUTH ON MAINE STREET FOR 0.7 MILE TO A GRAVEL ROAD LEFT, TURN
 GC2632'LEFT AND GO EAST FOR 0.5 MILE TO A GRAVEL CROSSROAD, CONTINUE AHEAD
 GC2632'FOR 2.5 MILES TO A FORK, TAKE RIGHT FORK AND GO 2.2 MILES TO A GRAVEL
 GC2632'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 2.8 MILES TO AN 8 INCH OAK
 GC2632'TREE ON THE LEFT WITH A TRIANGLE BLAZE ON THE WEST SIDE AND A SIDE
 GC2632'ROAD LEFT (THIS IS 0.05 MILE AFTER PASSING A HOUSE ON THE LEFT), TURN
 GC2632'LEFT AND FOLLOW WOODS ROAD FOR 1.4 MILE TO THE STATION AS
 GC2632'DESCRIBED.
 GC2632'
 GC2632'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
 GC2632
 GC2632                          STATION RECOVERY (1968)
 GC2632
 GC2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2632'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE
 GC2632'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK REPORTED NOT
 GC2632'FOUND IN THE 1952 RECOVERY NOTE WAS AGAIN SEARCHED FOR, BUT COULD NOT
 GC2632'BE FOUND AND SHOULD BE CONSIDERED DESTROYED.
 GC2632'
 GC2632'DUE TO CHANGES IN THE ROADS LEADING INTO THE STATION SITE, THE 1952
 GC2632'DESCRIPTION IS NO LONGER ADEQUATE.
 GC2632'
 GC2632'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2632'
 GC2632'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL NEAR THE SOUTH
 GC2632'END OF A RATHER OBSCURE AND HEAVILY TIMBERED RIDGE, ABOUT 6 MILES
 GC2632'EAST-SOUTHEAST OF BIG SANDY, 3.5 MILES SOUTH-SOUTHEAST OF THE SMALL
 GC2632'COMMUNITY OF FAXON, 3.5 MILES SOUTHEAST OF THE BIG SANDY
 GC2632'STATE FOREST LOOKOUT TOWER WT 2, AND 1.5 MILES WEST OF THE WEST SHORE
 GC2632'OF KENTUCKY LAKE ON THE TENNESSEE RIVER.
 GC2632'
 GC2632'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO W ALONG
 GC2632'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR ABOUT 150 FEET TO A PAVED
 GC2632'STREET, TURN LEFT AND GO SOUTH ON THE PAVED STREET FOR ABOUT 0.1 OF A
 GC2632'MILE TO THE JUNCTION WITH STATE ROUTE 69 IN A SHARP CURVE.  HERE
 GC2632'CONTINUE SOUTHERLY ON STATE ROUTE 69 FOR 0.6 OF A MILE TO A PAVED
 GC2632'ROAD ON THE LEFT AT SIGNS HARMONS CREEK ROAD AND POINT
 GC2632'MASON ROAD.  HERE TURN LEFT AND
 GC2632'GO EASTERLY ON THE PAVED ROAD FOR 0.4 OF A MILE TO A PAVED
 GC2632'CROSSROAD, CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.7 OF A MILE TO
 GC2632'A PAVED T ROAD LEFT AT POINT WHERE THE ROAD STARTS MAKING A LONG,
 GC2632'SHALLOW CURVE TO THE RIGHT, CONTINUE SOUTHEASTERLY AND EAST
 GC2632'ON THE PAVED ROAD FOR 3.65 MILES TO WHERE THE PAVED ROAD ENDS AT A
 GC2632'GRAVELED T ROAD RIGHT AND A GRAVELED ROAD CONTINUES
 GC2632'STRAIGHT AHEAD, EAST.  HERE TURN RIGHT AND GO
 GC2632'SOUTH-SOUTHEASTERLY ON A GRAVELED ROAD FOR 2.6 MILES
 GC2632'TO A LARGE BUR OAK TREE ON THE RIGHT WITH A ROUND, WHITE MARKER
 GC2632'ATTACHED TO THE NORTH SIDE, AND THE END OF TRUCK TRAVEL.  FROM THIS
 GC2632'POINT PACK NORTHEASTERLY ALONG THE TOP OF A HEAVILY TIMBERED RIDGE
 GC2632'FOR ABOUT 1.0 MILE, THENCE BEAR RIGHT AND PACK EASTERLY FOR ABOUT 0.5
 GC2632'OF A MILE TO A LOW KNOLL ON THE RIGHT AND THE STATION AS
 GC2632'DESCRIBED.  THIS IS ABOUT A 40 MINUTE PACK.
 GC2632'
 GC2632'THE STATION IS 38 FEET EAST OF AN 8-INCH, TRIANGLE BLAZED CHESTNUT
 GC2632'OAK TREE, 38 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED CHESTNUT OAK
 GC2632'TREE, 27 FEET NORTH OF AN 8-INCH, TRIANGLE BLAZED WHITE OAK TREE AND
 GC2632'1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC2632'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GC2632'PROJECTS 3 INCHES AND THE DISK IS STAMPED BIG SANDY 1934 1952.
 GC2632'
 GC2632'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION AND 4.5 FEET
 GC2632'SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED WHITE OAK TREE.  IT IS A
 GC2632'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GC2632'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED BIG SANDY NO 1
 GC2632'1934.
 GC2632'
 GC2632'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION AND 49 FEET
 GC2632'NORTHEAST OF A 14-INCH, TRIANGLE BLAZED WHITE OAK TREE.  IT IT IS A
 GC2632'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC2632'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BIG SANDY NO 3
 GC2632'1934 1952.
 GC2632'
 GC2632'DUE TO NUMEROUS TREES ON LINE, THE REFERENCE MARKS COULD NOT BE
 GC2632'MEASURED BETWEEN.
 GC2632'
 GC2632'NOTE- FOR THIS STATION TO BE DRIVEN TO IN ANY TYPE OF TRUCK WOULD
 GC2632'REQUIRE FINDING A NEW APPROACH INTO THE WOODS AND CONTINUES
 GC2632'CLEARING, AS THE OLD WOODS ROAD IS NOW SO OVERGROWN AS TO BE BEARLY
 GC2632'DISCERNIBLE.
 GC2632'
 GC2632'THE STATION IS NOT ON THE PROPERTY OF THE NICKEY EXPERIMENTAL FOREST
 GC2632'AS STATED IN THE 1952 RECOVERY NOTE.  IT IS ON PUBLIC LAND
 GC2632'ADMINISTERED BY THE BIG SANDY WILDLIFE MANAGMENT AREA.
 GC2632
 GC2632                          STATION RECOVERY (1972)
 GC2632
 GC2632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2632'BIG SANDY STATION MARK NOT VISITED.
 GC2632'
 GC2632'STA. WAS IN GOOD CONDITION IN 1968-BELIEVE TO BE GOOD THIS DATE AND
 GC2632'SHOULD BE PUBLISHED IN BULLETIN.
 GC2632'
 GC2632'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.0 MI. S. E. OF BIG
 GC2632'SANDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1471 ***********************************************************************
 GD1471  DESIGNATION -  BIG SANDY ST FOREST LOT WT 2
 GD1471  PID         -  GD1471
 GD1471  STATE/COUNTY-  TN/BENTON
 GD1471  USGS QUAD   -  BIG SANDY (1973)
 GD1471
 GD1471                         *CURRENT SURVEY CONTROL
 GD1471  ___________________________________________________________________
 GD1471* NAD 83(1995)-  36 14 38.24417(N)    088 01 31.11473(W)     ADJUSTED  
 GD1471* NAVD 88     -                                                        
 GD1471  ___________________________________________________________________
 GD1471  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GD1471  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1471
 GD1471  HORZ ORDER  -  THIRD
 GD1471
 GD1471.The horizontal coordinates were established by classical geodetic methods
 GD1471.and adjusted by the National Geodetic Survey in April 1999..
 GD1471
 GD1471
 GD1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1471
 GD1471.The geoid height was determined by GEOID03.
 GD1471
 GD1471;                    North         East     Units Scale Factor Converg.
 GD1471;SPC TN       -   213,867.688   417,972.434   MT  0.99997392   -1 11 08.5
 GD1471;SPC TN       -   701,664.24  1,371,297.89   sFT  0.99997392   -1 11 08.5
 GD1471;UTM  16      - 4,011,494.740   407,875.237   MT  0.99970457   -0 36 22.4
 GD1471
 GD1471                          SUPERSEDED SURVEY CONTROL
 GD1471
 GD1471  NAD 83(1995)-  36 14 38.24743(N)    088 01 31.11848(W) AD(       ) 4
 GD1471  NAD 83(1995)-  36 14 38.24715(N)    088 01 31.12120(W) AD(       ) 4
 GD1471  NAD 83(1986)-  36 14 38.25344(N)    088 01 31.11592(W) AD(       ) 4
 GD1471  NAD 27      -  36 14 38.05200(N)    088 01 30.99000(W) AD(       ) 3
 GD1471
 GD1471.Superseded values are not recommended for survey control.
 GD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1471.See file dsdata.txt to determine how the superseded data were derived.
 GD1471
 GD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0787511495(NAD 83)
 GD1471_MARKER: 57 = LOOKOUT TOWER
 GD1471
 GD1471  HISTORY     - Date     Condition        Report By
 GD1471  HISTORY     - 1952     FIRST OBSERVED   CGS
 GD1471  HISTORY     - 1968     GOOD             CGS
 GD1471  HISTORY     - 1986     GOOD             USPSQD
 GD1471
 GD1471                          STATION DESCRIPTION
 GD1471
 GD1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1471'STATION IS THE CENTER OF THE TOP OF THE BIG SANDY, STATE FOREST
 GD1471'LOOKOUT TOWER WT 2, LOCATED ATOP A HIGH HILL, ABOUT 4 MILES EAST OF
 GD1471'BIG SANDY.  IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 90 FEET
 GD1471'HIGH, WITH AN ENCLOSED CAB ATOP.
 GD1471'
 GD1471'TO REACH THE STATION FROM THE RAILROAD STATION IN BIG SANDY, GO EAST
 GD1471'ON PAVED ROAD FOR 0.2 MILE TO A T ROAD NORTH, TURN LEFT AND GO NORTH
 GD1471'FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST AND NORTH FOR
 GD1471'0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO 3.4 MILES TO A GRAVEL
 GD1471'ROAD SOUTH, TURN RIGHT, CROSSING RAILROAD TRACKS, AND FOLLOW THE
 GD1471'GRAVEL ROAD FOR 0.8 MILE TO THE TOP OF HILL AND THE LOOKOUT
 GD1471'TOWER.
 GD1471
 GD1471                          STATION RECOVERY (1968)
 GD1471
 GD1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1471'THIS STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1471'INTERSECTED IN 1952.  DUE TO CHANGES IN THE ROADS, THE ORIGINAL
 GD1471'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1471'
 GD1471'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1471'
 GD1471'THE STATION IS LOCATED ATOP A HIGH, HEAVILY TIMBERED HILL ABOUT 4
 GD1471'MILES EAST OF BIG SANDY.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 GD1471'SUPPORTING A GLASS ENCLOSED OBSERVATION CAB AND HAS AN OVER-ALL
 GD1471'HEIGHT OF 90 FEET.  THE POINT INTERSECTED WAS THE TOP AND CENTER
 GD1471'OF THE APEX OF THE ROOF.
 GD1471'
 GD1471'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST
 GD1471'ALONG THE NORTH SIDE OF THE RAILROAD FOR 0.1 OF A MILE TO A
 GD1471'CROSSROAD, HERE TURN LEFT AND GO NORTH AND NORTHEAST ON A PAVED
 GD1471'ROAD FOR 0.5 OF A MILE TO A FORK WHERE LICK CREEK ROAD BEARS LEFT
 GD1471'AND FAXON ROAD BEARS RIGHT.  HERE BEAR RIGHT AND GO EASTERLY
 GD1471'ON FAXON ROAD FOR 3.4 MILES TO A PAVED T ROAD RIGHT, TURN
 GD1471'RIGHT AND GO SOUTH AND SOUTHWESTERLY ON THE PAVED ROAD FOR 0.8
 GD1471'OF A MILE TO THE TOP OF THE HILL AND THE FIRE TOWER IN A SMALL
 GD1471'LANDSCAPED AREA AS DESCRIBED.
 GD1471'
 GD1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 GD1471'OF BIG SANDY.
 GD1471
 GD1471                          STATION RECOVERY (1986)
 GD1471
 GD1471'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1720 ***********************************************************************
 GB1720  DESIGNATION -  BISHOP
 GB1720  PID         -  GB1720
 GB1720  STATE/COUNTY-  TN/PUTNAM
 GB1720  USGS QUAD   -  MONTEREY (1981)
 GB1720
 GB1720                         *CURRENT SURVEY CONTROL
 GB1720  ___________________________________________________________________
 GB1720* NAD 83(1995)-  36 08 30.62136(N)    085 16 38.37799(W)     ADJUSTED  
 GB1720* NAVD 88     -       577.990  (meters)    1896.29   (feet)  ADJUSTED  
 GB1720  ___________________________________________________________________
 GB1720  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 GB1720  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1720  DYNAMIC HT  -         577.455 (meters)    1894.53  (feet)  COMP
 GB1720  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GB1720
 GB1720  HORZ ORDER  -  SECOND
 GB1720  VERT ORDER  -  SECOND    CLASS 0
 GB1720
 GB1720.The horizontal coordinates were established by classical geodetic methods
 GB1720.and adjusted by the National Geodetic Survey in April 1999..
 GB1720
 GB1720.The orthometric height was determined by differential leveling
 GB1720.and adjusted by the National Geodetic Survey in June 1991..
 GB1720
 GB1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1720
 GB1720.The geoid height was determined by GEOID03.
 GB1720
 GB1720.The dynamic height is computed by dividing the NAVD 88
 GB1720.geopotential number by the normal gravity value computed on the
 GB1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1720.degrees latitude (g = 980.6199 gals.).
 GB1720
 GB1720.The modeled gravity was interpolated from observed gravity values.
 GB1720
 GB1720;                    North         East     Units Scale Factor Converg.
 GB1720;SPC TN       -   200,893.429   665,038.951   MT  0.99996278   +0 25 23.1
 GB1720;SPC TN       -   659,097.86  2,181,881.96   sFT  0.99996278   +0 25 23.1
 GB1720;UTM  16      - 4,001,055.115   654,989.070   MT  0.99989599   +1 00 58.4
 GB1720
 GB1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1720!SPC TN       -   0.99991386  x   0.99996278  =   0.99987664
 GB1720!UTM  16      -   0.99991386  x   0.99989599  =   0.99980986
 GB1720
 GB1720:                Primary Azimuth Mark                     Grid Az
 GB1720:SPC TN       -  BISHOP AZ MK                             026 23 46.6
 GB1720:UTM  16      -  BISHOP AZ MK                             025 48 11.3
 GB1720
 GB1720|---------------------------------------------------------------------|
 GB1720| PID    Reference Object                     Distance      Geod. Az  |
 GB1720|                                                           dddmmss.s |
 GB1720| GB1721 BISHOP AZ MK                                       0264909.7 |
 GB1720| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 1.1 KM 0551844.9 |
 GB1720| GB1718 BISHOP RM 1                          24.003 METERS 11503     |
 GB1720| GB2383 PUTNAM                              APPROX. 5.7 KM 1301842.0 |
 GB1720| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 2.2 KM 2180543.9 |
 GB1720| GB1719 BISHOP RM 2                          26.057 METERS 25004     |
 GB1720|---------------------------------------------------------------------|
 GB1720
 GB1720                          SUPERSEDED SURVEY CONTROL
 GB1720
 GB1720  NAD 83(1995)-  36 08 30.62462(N)    085 16 38.38021(W) AD(       ) 2
 GB1720  NAD 83(1995)-  36 08 30.62774(N)    085 16 38.38031(W) AD(       ) 2
 GB1720  NAD 83(1986)-  36 08 30.63420(N)    085 16 38.37981(W) AD(       ) 2
 GB1720  NAD 27      -  36 08 30.40610(N)    085 16 38.47790(W) AD(       ) 2
 GB1720  NGVD 29 (??/??/92)  578.006  (m)         1896.34   (f) ADJ UNCH    2 0
 GB1720
 GB1720.Superseded values are not recommended for survey control.
 GB1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1720.See file dsdata.txt to determine how the superseded data were derived.
 GB1720
 GB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5498901055(NAD 83)
 GB1720_MARKER: DE = TRAVERSE STATION DISK
 GB1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1720_STAMPING: BISHOP 1960
 GB1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1720+STABILITY: SURFACE MOTION
 GB1720
 GB1720  HISTORY     - Date     Condition        Report By
 GB1720  HISTORY     - 1960     MONUMENTED       CGS
 GB1720  HISTORY     - 1960     GOOD             CGS
 GB1720  HISTORY     - 1982     GOOD             NGS
 GB1720
 GB1720                          STATION DESCRIPTION
 GB1720
 GB1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1720'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF MONTEREY, ON THE
 GB1720'PROPERTY OF MR. S.C. BISHOP, AND ABOUT 100 YARDS SOUTHEAST OF MR.
 GB1720'S.C. BISHOP RESIDENCE.
 GB1720'
 GB1720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB1720'HIGHWAY 84 IN THE SOUTHWEST SECTION OF MONTEREY, GO WEST, ON U.S.
 GB1720'HIGHWAY 70N FOR 0.3 MILE TO WILDER AVE. ON THE RIGHT. TURN RIGHT, ON
 GB1720'WILDER AVE. AND GO 0.1 MILE TO A FORK,* AND THE STATION ON THE
 GB1720'LEFT ON THE SUMMIT OF A KNOLL.
 GB1720'
 GB1720'*TO REACH THE AZIMUTH MARK FROM THE FORK, KEEP RIGHT, ON THE HARD
 GB1720'SURFACE ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB1720'
 GB1720'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BISHOP 1960,
 GB1720'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 275 FEET SOUTH
 GB1720'OF A FORK IN ROAD, 2.9 FEET WEST OF A WITNESS SIGN, AND SET ALONG THE
 GB1720'SOUTH EDGE OF A CULTIVATED FIELD.
 GB1720'
 GB1720'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BISHOP NO. 1 1960,
 GB1720'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 76.3 FEET EAST
 GB1720'OF A WITNESS SIGN, AND SET ALONG THE SOUTH EDGE OF A CULTIVATED
 GB1720'FIELD.
 GB1720'
 GB1720'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BISHOP NO. 2 1960,
 GB1720'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 86.0 FEET
 GB1720'SOUTHWEST OF A WITNESS SIGN, 12 FEET SOUTH OF A 6-INCH PINE STUMP
 GB1720'PROJECTING 2 FEET, AND ABOUT THE SAME ELEVATION AS THE STATION
 GB1720'MARK.
 GB1720'
 GB1720'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BISHOP 1960, CEMENTED IN
 GB1720'A DRILL HOLE IN A CONCRETE SIDEWALK, AND SET FLUSH. THE
 GB1720'SIDEWALK PROJECTS 8 INCHES ON THE SOUTH SIDE. IT IS 27 FEET SOUTH OF
 GB1720'THE NORTHEAST CORNER OF THE HOUSE PORCH, 23 FEET NORTHWEST OF THE
 GB1720'CENTER OF A HARD SURFACE ROAD, AND 0.08 FOOT NORTH OF THE SOUTH RAIL
 GB1720'OF THE STEPS.
 GB1720'
 GB1720'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 GB1720
 GB1720                          STATION RECOVERY (1960)
 GB1720
 GB1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1720'AT MONTEREY.
 GB1720'FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE HIGHWAY 84 IN
 GB1720'THE SOUTHWEST SECTION OF MONTEREY, GO WEST ON U.S. HIGHWAY 70N
 GB1720'FOR 0.35 MILE TO WILDER AVE. ON THE RIGHT.  TURN RIGHT AND GO 0.1
 GB1720'MILE ON WILDER AVE. TO A FORK AND THE STATION ON THE LEFT ON THE
 GB1720'SUMMIT OF A KNOLL.  THE STATION MARK IS 275 FT. SOUTH OF THE
 GB1720'CENTER OF A FORK IN THE ROAD, 2.9 FT. WEST OF A WITNESS SIGN, AND
 GB1720'SET ALONG THE SOUTH EDGE OF A CULTIVATED FIELD.  THE DISK IS SET
 GB1720'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1720
 GB1720                          STATION RECOVERY (1982)
 GB1720
 GB1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (HTA)
 GB1720'BISHOP 1960 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GB1720'AZ MARK NOT FOUND.  BELIEVED COVERED BY CONCRETE.
 GB1720'REF NO. 1 RECOVERED IN GOOD CONDITION.
 GB1720'REF NO. 2 RECOVERED IN GOOD CONDITION.
 GB1720'
 GB1720'DISTANCE AND DIRECTION FROM NEAREST TOWN--SW SECTION OF MONTEREY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1721 ***********************************************************************
 GB1721  DESIGNATION -  BISHOP AZ MK
 GB1721  PID         -  GB1721
 GB1721  STATE/COUNTY-  TN/PUTNAM
 GB1721  USGS QUAD   -  MONTEREY (1981)
 GB1721
 GB1721                         *CURRENT SURVEY CONTROL
 GB1721  ___________________________________________________________________
 GB1721* NAD 83(1986)-  36 08 35.     (N)    085 16 36.     (W)     SCALED    
 GB1721* NAVD 88     -       576.116  (meters)    1890.14   (feet)  ADJUSTED  
 GB1721  ___________________________________________________________________
 GB1721  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1721  DYNAMIC HT  -         575.584 (meters)    1888.40  (feet)  COMP
 GB1721  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GB1721
 GB1721  VERT ORDER  -  SECOND    CLASS 0
 GB1721
 GB1721.The horizontal coordinates were scaled from a topographic map and have
 GB1721.an estimated accuracy of +/- 6 seconds.
 GB1721
 GB1721.The orthometric height was determined by differential leveling
 GB1721.and adjusted by the National Geodetic Survey in June 1991..
 GB1721
 GB1721.The geoid height was determined by GEOID03.
 GB1721
 GB1721.The dynamic height is computed by dividing the NAVD 88
 GB1721.geopotential number by the normal gravity value computed on the
 GB1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1721.degrees latitude (g = 980.6199 gals.).
 GB1721
 GB1721.The modeled gravity was interpolated from observed gravity values.
 GB1721
 GB1721;                    North         East    Units  Estimated Accuracy
 GB1721;SPC TN       -   201,030.      665,100.      MT  (+/- 180 meters Scaled)
 GB1721
 GB1721                          SUPERSEDED SURVEY CONTROL
 GB1721
 GB1721  NGVD 29 (??/??/92)  576.132  (m)         1890.19   (f) ADJ UNCH    2 0
 GB1721
 GB1721.Superseded values are not recommended for survey control.
 GB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1721.See file dsdata.txt to determine how the superseded data were derived.
 GB1721
 GB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF550011(NAD 83)
 GB1721_MARKER: DZ = AZIMUTH MARK DISK
 GB1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1721_SP_SET: SIDEWALK
 GB1721_STAMPING: BISHOP 1960
 GB1721_MARK LOGO: CGS   
 GB1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1721
 GB1721  HISTORY     - Date     Condition        Report By
 GB1721  HISTORY     - 1960     MONUMENTED       CGS
 GB1721
 GB1721                          STATION DESCRIPTION
 GB1721
 GB1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1721'AT MONTEREY.
 GB1721'FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE HIGHWAY 84 IN
 GB1721'THE SOUTHWEST SECTION OF MONTEREY, GO WEST ON U.S. HIGHWAY 70N FOR
 GB1721'0.35 MILE TO WILDER AVE. ON THE RIGHT, THEN GO 0.1 MILE NORTHWEST
 GB1721'ON WILDER AVE. TO A FORK, THEN GO 0.1 MILE NORTHEAST ON A PAVED
 GB1721'ROAD.  THE AZIMUTH MARK IS 27 FT. SOUTH OF THE NORTHEAST CORNER
 GB1721'OF THE HOUSE PORCH, 23 FT. NORTHWEST OF THE CENTER OF THE PAVED
 GB1721'ROAD, AND 0.08 FOOT NORTH OF THE SOUTH RAIL OF THE STEPS.  THE
 GB1721'DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1718 ***********************************************************************
 GB1718  DESIGNATION -  BISHOP RM 1
 GB1718  PID         -  GB1718
 GB1718  STATE/COUNTY-  TN/PUTNAM
 GB1718  USGS QUAD   -  MONTEREY (1981)
 GB1718
 GB1718                         *CURRENT SURVEY CONTROL
 GB1718  ___________________________________________________________________
 GB1718* NAD 83(1986)-  36 08 30.     (N)    085 16 38.     (W)     SCALED    
 GB1718* NAVD 88     -       576.780  (meters)    1892.32   (feet)  ADJUSTED  
 GB1718  ___________________________________________________________________
 GB1718  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1718  DYNAMIC HT  -         576.247 (meters)    1890.57  (feet)  COMP
 GB1718  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GB1718
 GB1718  VERT ORDER  -  SECOND    CLASS 0
 GB1718
 GB1718.The horizontal coordinates were scaled from a topographic map and have
 GB1718.an estimated accuracy of +/- 6 seconds.
 GB1718
 GB1718.The orthometric height was determined by differential leveling
 GB1718.and adjusted by the National Geodetic Survey in June 1991..
 GB1718
 GB1718.The geoid height was determined by GEOID03.
 GB1718
 GB1718.The dynamic height is computed by dividing the NAVD 88
 GB1718.geopotential number by the normal gravity value computed on the
 GB1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1718.degrees latitude (g = 980.6199 gals.).
 GB1718
 GB1718.The modeled gravity was interpolated from observed gravity values.
 GB1718
 GB1718;                    North         East    Units  Estimated Accuracy
 GB1718;SPC TN       -   200,870.      665,050.      MT  (+/- 180 meters Scaled)
 GB1718
 GB1718                          SUPERSEDED SURVEY CONTROL
 GB1718
 GB1718  NGVD 29 (??/??/92)  576.797  (m)         1892.37   (f) ADJ UNCH    2 0
 GB1718
 GB1718.Superseded values are not recommended for survey control.
 GB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1718.See file dsdata.txt to determine how the superseded data were derived.
 GB1718
 GB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF549010(NAD 83)
 GB1718_MARKER: DR = REFERENCE MARK DISK
 GB1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1718_STAMPING: BISHOP NO 1 1960
 GB1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1718+STABILITY: SURFACE MOTION
 GB1718
 GB1718  HISTORY     - Date     Condition        Report By
 GB1718  HISTORY     - 1960     MONUMENTED       CGS
 GB1718
 GB1718                          STATION DESCRIPTION
 GB1718
 GB1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1718'AT MONTEREY.
 GB1718'THIS MARK IS LOCATED AT THE BISHOP 1960 STATION SITE, 78.7 FT.
 GB1718'EAST OF THE STATION MARK, 76.3 FT. EAST OF A WITNESS SIGN, AND
 GB1718'SET ALONG THE SOUTH EDGE OF A CULTIVATED FIELD.  THE DISK IS SET
 GB1718'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1719 ***********************************************************************
 GB1719  DESIGNATION -  BISHOP RM 2
 GB1719  PID         -  GB1719
 GB1719  STATE/COUNTY-  TN/PUTNAM
 GB1719  USGS QUAD   -  MONTEREY (1981)
 GB1719
 GB1719                         *CURRENT SURVEY CONTROL
 GB1719  ___________________________________________________________________
 GB1719* NAD 83(1986)-  36 08 30.     (N)    085 16 38.     (W)     SCALED    
 GB1719* NAVD 88     -       577.646  (meters)    1895.16   (feet)  ADJUSTED  
 GB1719  ___________________________________________________________________
 GB1719  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1719  DYNAMIC HT  -         577.112 (meters)    1893.41  (feet)  COMP
 GB1719  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GB1719
 GB1719  VERT ORDER  -  SECOND    CLASS 0
 GB1719
 GB1719.The horizontal coordinates were scaled from a topographic map and have
 GB1719.an estimated accuracy of +/- 6 seconds.
 GB1719
 GB1719.The orthometric height was determined by differential leveling
 GB1719.and adjusted by the National Geodetic Survey in June 1991..
 GB1719
 GB1719.The geoid height was determined by GEOID03.
 GB1719
 GB1719.The dynamic height is computed by dividing the NAVD 88
 GB1719.geopotential number by the normal gravity value computed on the
 GB1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1719.degrees latitude (g = 980.6199 gals.).
 GB1719
 GB1719.The modeled gravity was interpolated from observed gravity values.
 GB1719
 GB1719;                    North         East    Units  Estimated Accuracy
 GB1719;SPC TN       -   200,870.      665,050.      MT  (+/- 180 meters Scaled)
 GB1719
 GB1719                          SUPERSEDED SURVEY CONTROL
 GB1719
 GB1719  NGVD 29 (??/??/92)  577.663  (m)         1895.22   (f) ADJ UNCH    2 0
 GB1719
 GB1719.Superseded values are not recommended for survey control.
 GB1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1719.See file dsdata.txt to determine how the superseded data were derived.
 GB1719
 GB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF549010(NAD 83)
 GB1719_MARKER: DR = REFERENCE MARK DISK
 GB1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1719_STAMPING: BISHOP NO 2 1960
 GB1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1719+STABILITY: SURFACE MOTION
 GB1719
 GB1719  HISTORY     - Date     Condition        Report By
 GB1719  HISTORY     - 1960     MONUMENTED       CGS
 GB1719
 GB1719                          STATION DESCRIPTION
 GB1719
 GB1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1719'AT MONTEREY.
 GB1719'THIS MARK IS LOCATED AT THE BISHOP 1960 STATION SITE, 85.5 FT.
 GB1719'SOUTHWEST OF THE STATION MARK, 86 FT. SOUTHWEST OF A WITNESS
 GB1719'SIGN, 12 FT. SOUTH OF A 6-INCH PINE STUMP PROJECTING 2 FT.  THE
 GB1719'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1719'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1253 ***********************************************************************
 FE1253  DESIGNATION -  BLACK
 FE1253  PID         -  FE1253
 FE1253  STATE/COUNTY-  TN/SHELBY
 FE1253  USGS QUAD   -  ELLENDALE (1993)
 FE1253
 FE1253                         *CURRENT SURVEY CONTROL
 FE1253  ___________________________________________________________________
 FE1253* NAD 83(1995)-  35 12 07.16501(N)    089 46 32.62509(W)     ADJUSTED  
 FE1253* NAVD 88     -       118.062  (meters)     387.34   (feet)  ADJUSTED  
 FE1253  ___________________________________________________________________
 FE1253  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE1253  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1253  DYNAMIC HT  -         117.956 (meters)     386.99  (feet)  COMP
 FE1253  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1253
 FE1253  HORZ ORDER  -  SECOND
 FE1253  VERT ORDER  -  SECOND    CLASS 0
 FE1253
 FE1253.The horizontal coordinates were established by classical geodetic methods
 FE1253.and adjusted by the National Geodetic Survey in April 1999..
 FE1253
 FE1253.The orthometric height was determined by differential leveling
 FE1253.and adjusted by the National Geodetic Survey in June 1991..
 FE1253
 FE1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1253
 FE1253.The geoid height was determined by GEOID03.
 FE1253
 FE1253.The dynamic height is computed by dividing the NAVD 88
 FE1253.geopotential number by the normal gravity value computed on the
 FE1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1253.degrees latitude (g = 980.6199 gals.).
 FE1253
 FE1253.The modeled gravity was interpolated from observed gravity values.
 FE1253
 FE1253;                    North         East     Units Scale Factor Converg.
 FE1253;SPC TN       -   103,009.790   256,252.006   MT  1.00000882   -2 12 37.7
 FE1253;SPC TN       -   337,957.95    840,720.12   sFT  1.00000882   -2 12 37.7
 FE1253;UTM  16      - 3,898,973.585   247,300.704   MT  1.00038705   -1 36 03.4
 FE1253
 FE1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1253!SPC TN       -   0.99998577  x   1.00000882  =   0.99999459
 FE1253!UTM  16      -   0.99998577  x   1.00038705  =   1.00037281
 FE1253
 FE1253:                Primary Azimuth Mark                     Grid Az
 FE1253:SPC TN       -  BLACK AZ MK                              065 36 44.5
 FE1253:UTM  16      -  BLACK AZ MK                              065 00 10.2
 FE1253
 FE1253|---------------------------------------------------------------------|
 FE1253| PID    Reference Object                     Distance      Geod. Az  |
 FE1253|                                                           dddmmss.s |
 FE1253| FE1256 BLACK AZ MK                         APPROX. 0.8 KM 0632406.8 |
 FE1253| FE1254 BLACK RM 1                           25.435 METERS 07812     |
 FE1253| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 8.2 KM 1753930.1 |
 FE1253| FE1255 BLACK RM 2                           27.340 METERS 19413     |
 FE1253| FE2551 ELLENDALE MUNICIPAL TANK            APPROX. 4.9 KM 2791908.2 |
 FE1253|---------------------------------------------------------------------|
 FE1253
 FE1253                          SUPERSEDED SURVEY CONTROL
 FE1253
 FE1253  NAD 83(1995)-  35 12 07.17086(N)    089 46 32.62485(W) AD(       ) 2
 FE1253  NAD 83(1995)-  35 12 07.17156(N)    089 46 32.62545(W) AD(       ) 2
 FE1253  NAD 83(1986)-  35 12 07.17634(N)    089 46 32.62554(W) AD(       ) 2
 FE1253  NAD 27      -  35 12 06.85680(N)    089 46 32.32360(W) AD(       ) 2
 FE1253  NGVD 29 (??/??/??)  118.049  (m)          387.30   (f) ADJUSTED    2 0
 FE1253
 FE1253.Superseded values are not recommended for survey control.
 FE1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1253.See file dsdata.txt to determine how the superseded data were derived.
 FE1253
 FE1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4730198974(NAD 83)
 FE1253_MARKER: DS = TRIANGULATION STATION DISK
 FE1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1253_STAMPING: BLACK 1958
 FE1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1253+STABILITY: SURFACE MOTION
 FE1253
 FE1253  HISTORY     - Date     Condition        Report By
 FE1253  HISTORY     - 1959     MONUMENTED       CGS
 FE1253  HISTORY     - 1959     GOOD             CGS
 FE1253  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1253
 FE1253                          STATION DESCRIPTION
 FE1253
 FE1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1253'THE STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHEAST OF THE
 FE1253'NORTHEAST EDGE OF MEMPHIS, ABOUT 3-1/2 MILES NORTH OF CORDOVA AND
 FE1253'ABOUT 0.15 MILE SOUTH OF US HIGHWAY 64, ON LAND OWNED BY MR. KERR.
 FE1253'
 FE1253'THE STATION IS A STANDARD DISK STAMPED BLACK 1958 SET IN TOP OF A
 FE1253'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE
 FE1253'THE GROUND.  IT IS 21 FEET WEST OF THE CENTER OF A DIRT DRIVEWAY AND
 FE1253'8 FEET SOUTHWEST OF A FENCE CORNER.
 FE1253'
 FE1253'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK NO 1 1958
 FE1253'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1253'ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 FE1253'STATION.  IT IS 60 FEET EAST OF THE CENTER OF A DIRT DRIVEWAY.
 FE1253'
 FE1253'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK NO 2 1958
 FE1253'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1253'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FE1253'THE STATION.  IT IS 40 FEET WEST OF THE CENTER OF A DIRT DRIVEWAY
 FE1253'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FE1253'
 FE1253'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1958 SET IN TOP OF
 FE1253'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 FE1253'ABOVE THE GROUND.  IT IS 26 FEET NORTH OF A TELEPHONE POLE AND 16
 FE1253'FEET WEST OF THE CENTER OF BRUNSWICK ROAD.
 FE1253'
 FE1253'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIRT
 FE1253'DRIVEWAY FOR 0.15 MILE, TURN RIGHT ONTO US HIGHWAY 64 AND GO EAST
 FE1253'FOR 0.4 MILE, TURN LEFT ONTO BRUNSWICK ROAD AND GO NORTH FOR 0.05
 FE1253'MILE TO A TELEPHONE POLE ON THE LEFT, WEST SIDE AND THE AZIMUTH
 FE1253'MARK.
 FE1253'
 FE1253'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 79 AND 64,
 FE1253'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO EAST
 FE1253'ON US HIGHWAY 64 FOR 3.8 MILES TO A DRIVEWAY ON THE RIGHT AND A WIRE
 FE1253'GATE, TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW THE DIRT
 FE1253'DRIVEWAY SOUTH FOR 0.15 MILE TO A FENCE CORNER AND THE STATION ON THE
 FE1253'RIGHT.
 FE1253
 FE1253                          STATION RECOVERY (1959)
 FE1253
 FE1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1253'5.2 MI E FROM BARTLETT.
 FE1253'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1253'AT BARTLETT, THENCE 3.2 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1253'MILE SOUTH ALONG A DIRT ROAD LEADING TO A FARM HOUSE, 76.0 FT.
 FE1253'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LEAN TO ON A BARN, 47.0
 FE1253'FT. EAST-SOUTHEAST OF A POWERLINE POLE, 19.0 FT. WEST OF THE
 FE1253'CENTER LINE OF A DIRT ROAD, A C AND GS TRIANGULATION DISK SET IN
 FE1253'TOP OF A CONCRETE POST THAT IS LEVEL WITH THE GROUND.
 FE1253
 FE1253                          STATION RECOVERY (1992)
 FE1253
 FE1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1253'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1534 ***********************************************************************
 FD1534  DESIGNATION -  BLACK
 FD1534  PID         -  FD1534
 FD1534  STATE/COUNTY-  TN/GILES
 FD1534  USGS QUAD   -  MILKY WAY (1988)
 FD1534
 FD1534                         *CURRENT SURVEY CONTROL
 FD1534  ___________________________________________________________________
 FD1534* NAD 83(1995)-  35 18 25.07618(N)    087 06 50.84789(W)     ADJUSTED  
 FD1534* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 FD1534  ___________________________________________________________________
 FD1534  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD1534  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD1534
 FD1534  HORZ ORDER  -  SECOND
 FD1534
 FD1534.The horizontal coordinates were established by classical geodetic methods
 FD1534.and adjusted by the National Geodetic Survey in April 1999..
 FD1534
 FD1534.The orthometric height was scaled from a topographic map.
 FD1534
 FD1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1534
 FD1534.The geoid height was determined by GEOID03.
 FD1534
 FD1534;                    North         East     Units Scale Factor Converg.
 FD1534;SPC TN       -   108,601.330   498,678.064   MT  0.99999044   -0 39 08.1
 FD1534;SPC TN       -   356,302.86  1,636,079.61   sFT  0.99999044   -0 39 08.1
 FD1534;UTM  16      - 3,907,091.218   489,624.997   MT  0.99960133   -0 03 57.5
 FD1534
 FD1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1534!SPC TN       -   0.99995350  x   0.99999044  =   0.99994394
 FD1534!UTM  16      -   0.99995350  x   0.99960133  =   0.99955484
 FD1534
 FD1534|---------------------------------------------------------------------|
 FD1534| PID    Reference Object                     Distance      Geod. Az  |
 FD1534|                                                           dddmmss.s |
 FD1534| CG5621 BLACK RM 2                           33.373 METERS 00116     |
 FD1534| CG5620 BLACK RM 1                           50.009 METERS 09254     |
 FD1534| FD1539 PULASKI                             APPROX.13.2 KM 1460359.7 |
 FD1534| CG5619 BLACK AZ MK                                        1863423.8 |
 FD1534|---------------------------------------------------------------------|
 FD1534
 FD1534                          SUPERSEDED SURVEY CONTROL
 FD1534
 FD1534  NAD 83(1995)-  35 18 25.07743(N)    087 06 50.84923(W) AD(       ) 2
 FD1534  NAD 83(1995)-  35 18 25.08280(N)    087 06 50.84875(W) AD(       ) 2
 FD1534  NAD 83(1986)-  35 18 25.08618(N)    087 06 50.84935(W) AD(       ) 2
 FD1534  NAD 27      -  35 18 24.80200(N)    087 06 50.81400(W) AD(       ) 2
 FD1534
 FD1534.Superseded values are not recommended for survey control.
 FD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1534.See file dsdata.txt to determine how the superseded data were derived.
 FD1534
 FD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8962507091(NAD 83)
 FD1534_MARKER: DS = TRIANGULATION STATION DISK
 FD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1534
 FD1534  HISTORY     - Date     Condition        Report By
 FD1534  HISTORY     - 1934     MONUMENTED       CGS
 FD1534  HISTORY     - 1962     GOOD             CGS
 FD1534
 FD1534                          STATION DESCRIPTION
 FD1534
 FD1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1534'ABOUT 2.25 MILES SOUTH-SOUTHWEST OF CAMPBELLSVILLE, ON LAND OF W T
 FD1534'BLACK.  TO REACH
 FD1534'FROM COURTHOUSE IN PULASKI, FOLLOW U S ROUTE 31
 FD1534'NORTH 8.8 MILES, TURN WEST ONTO
 FD1534'GRAVEL ROAD THROUGH MILKY WAY DIARY
 FD1534'FARM AND CONTINUE 2.5 MILES TO JUNCTION, TURN
 FD1534'NORTH AND GO 3.9 MILES,
 FD1534'TURN SOUTH ONTO ROUGH DIRT ROAD AND GO 1.4 MILES TO STATION
 FD1534'SITE.  STATION
 FD1534'IS IN NORTHWEST CORNER OF BLACKS BARNYARD, ABOUT 250 YARDS
 FD1534'NORTH OF HIS HOUSE, 93
 FD1534'FEET WEST OF NORTHWEST CORNER OF BARN, 29 FEET
 FD1534'SOUTH OF 12-INCH TREE IN FENCE CORNER,
 FD1534'AND 20 FEET FROM CENTER OF
 FD1534'COUNTY ROAD LEADING TO STATION.  SURFACE AND UNDERGROUND
 FD1534'MARKS ARE
 FD1534'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FD1534'AND AZIMUTH MARKS
 FD1534'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1534'NO 1 IS IN NORTHEAST CORNER OF
 FD1534'BARNYARD, 35 FEET NORTHEAST OF
 FD1534'NORTHEAST CORNER OF BARN, 6 FEET SOUTH OF
 FD1534'NORTHEAST FENCE CORNER, AND
 FD1534'164.07 FEET FROM STATION S 87 DEG 06 MIN E.  NO 2 IS
 FD1534'ON EAST SIDE OF
 FD1534'ROAD, 2 FEET EAST OF FENCE ALONG WEST EDGE OF CULTIVATED
 FD1534'FIELD, AND 109.49 FEET
 FD1534'FROM STATION N 01 DEG 16 MIN E.
 FD1534'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND
 FD1534'NO 2 IS 199.91 FEET.
 FD1534'AZIMUTH MARK IS 135 FEET EAST OF BLACKS HOUSE, 12 FEET OF
 FD1534'CENTER OF ROAD,
 FD1534'2 FEET INSIDE OF FENCED PASTURE, AND 260 YARDS FROM STATION
 FD1534'S 06 DEG 34 MIN W.
 FD1534
 FD1534                          STATION RECOVERY (1962)
 FD1534
 FD1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1534'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1534'THE OLD DESCRIPTION IS NOW
 FD1534'COMPLETELY INADEQUATE.  FOLLOWING IS A NEW AND
 FD1534'COMPLETE DESCRIPTION.
 FD1534'
 FD1534'THE STATION IS ON PROPERTY OF MR W T BLACK ABOUT 2.25 MILES
 FD1534'SOUTH-SOUTHWEST OF
 FD1534'CAMPELLSVELLE.
 FD1534'
 FD1534'TO REACH FROM THE JUNCTIONS OF U S HIGHWAYS NO 31, 31A AND 6A IN
 FD1534'PULASKI, GO WEST ON U S
 FD1534'HIGHWAY 64 FOR 3.0 MILES TO THE SOUTHEAST CORNER OF THE
 FD1534'HILLCREST COUNTRY CLUB AND
 FD1534'WALES STATION ROAD (GILES COUNTY ROAD S
 FD1534'6236) ON THE RIGHT.  HERE TURN RIGHT AND GO
 FD1534'NORTH ON WALES STATION
 FD1534'ROAD FOR FOR 3.6 MILES TO THE WALES POST OFFICE, STORE AND
 FD1534'RAILROAD SIDING
 FD1534'ON THE RIGHT, CONTINUE NORTH ON WALES STATION ROAD FOR 3.7
 FD1534'MILES TO GILES COUNTY
 FD1534'ROAD S 6200, CONTINUE NORTH AND WEST ON COUNTY
 FD1534'ROAD S 6200 FOR 1.7 MILES TO A GRAVELED
 FD1534'T ROAD ON THE LEFT, AN OLD
 FD1534'HOUSE IN THE SOUTHWEST ANGLE AND A SIGN NEW HOPE BAPTIST
 FD1534'CHURCH.  HERE
 FD1534'TURN LEFT ON THIS GRAVELED ROAD AND GO SOUTHERLY ON A WINDING
 FD1534'ROAD FOR 0.55 MILE TO
 FD1534'THE NEW HOPE BAPTIST CHURCH ON THE LEFT,
 FD1534'CONTINUE SOUTHERLY ON GRAVELED ROAD FOR
 FD1534'0.9 MILE TO THE TOP OF THE
 FD1534'HILL, THE FARM BUILDINGS OF W T BLACK ON THE LEFT AND THE
 FD1534'STATION ON THE
 FD1534'RIGHT IN A V FENCE CORNER.
 FD1534'
 FD1534'THE STATION IS 93 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 29
 FD1534'FEET NORTHWEST OF
 FD1534'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26 FEET
 FD1534'NORTH OF A V FENCE CORNER POST,
 FD1534'19 FEET WEST OF THE CENTER OF A BOARD
 FD1534'GATE, 13 FEET NORTHWEST OF A FENCE, 7 FEET EAST OF
 FD1534'A FENCE, AND 0.9
 FD1534'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FD1534'SET IN THE TOP OF
 FD1534'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD1534'3 INCHES AND THE DISK IS STAMPED
 FD1534'BLACK 1934.
 FD1534'
 FD1534'REFERENCE MARK NO 1 IS 82 FEET NORTHWEST OF A GUYED, UTILITY POLE, 65
 FD1534'FEET SOUTH OF THE NORTH
 FD1534'FENCE OF TEH FARM YARDS, 46 FEET NORTH OF THE
 FD1534'CENTER OF A WOODEN GATE IN BARNLOT
 FD1534'FENCE, 40 FEET EAST-NORTHEAST OF
 FD1534'THE NORTHEAST CORNER OF THE BARN, AND DIRECTLY UNDER
 FD1534'A WOODEN FENCE.
 FD1534'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH,
 FD1534'CONCRETE MONUMENT
 FD1534'AND THE DISK IS STAMPED BLACK NO 1 1934.
 FD1534'
 FD1534'REFERENCE MARK NO 2 IS 109 FEET NORTH OF THE CENTER OF A BOARD GATE,
 FD1534'10 FEET EAST OF THE
 FD1534'APPROXIMATE CENTER OF A LANE AND DIRECTLY UNDER A WOVEN
 FD1534'WIRE FENCE AT THE WEST EDGE OF
 FD1534'A CULTIVATED FIELD.  IT IS A STANDARD
 FD1534'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH,
 FD1534'CONCRETE MONUMENT AND
 FD1534'THE DISK IS STAMPED BLACK NO 2 1934.
 FD1534'
 FD1534'THE AZIMUTH MARK IS 108 FEET NORTH OF THE CENTER OF A CATTLE GUARD
 FD1534'JUST SOUTH OF WHERE THE
 FD1534'ROAD TURNS WEST, 78 FEET SOUTH OF A POINT IN THE FENCE
 FD1534'DIRECTLY EAST OF A FLIGHT OF
 FD1534'STONE STEPS AND GATE LEADING INTO A
 FD1534'FARMYARD, 12 FEET EAST OF THE APPROXIMATE
 FD1534'CENTER OF THE GRAVELED
 FD1534'ROAD, 1.7 FEET EAST OF A FENCE, AND 0.7 FOOT WEST OF A METAL
 FD1534'WITNESS POST AND
 FD1534'SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1534'OF A 10-INCH, SQUARE,
 FD1534'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1534'STAMPED BLACK AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1256 ***********************************************************************
 FE1256  DESIGNATION -  BLACK AZ MK
 FE1256  PID         -  FE1256
 FE1256  STATE/COUNTY-  TN/SHELBY
 FE1256  USGS QUAD   -  ELLENDALE (1993)
 FE1256
 FE1256                         *CURRENT SURVEY CONTROL
 FE1256  ___________________________________________________________________
 FE1256* NAD 83(1995)-  35 12 18.47367(N)    089 46 05.10646(W)     ADJUSTED  
 FE1256* NAVD 88     -       122.940  (meters)     403.35   (feet)  ADJUSTED  
 FE1256  ___________________________________________________________________
 FE1256  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE1256  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1256  DYNAMIC HT  -         122.829 (meters)     402.98  (feet)  COMP
 FE1256  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FE1256
 FE1256  HORZ ORDER  -  SECOND
 FE1256  VERT ORDER  -  SECOND    CLASS 0
 FE1256
 FE1256.The horizontal coordinates were established by classical geodetic methods
 FE1256.and adjusted by the National Geodetic Survey in April 1999..
 FE1256
 FE1256.The orthometric height was determined by differential leveling
 FE1256.and adjusted by the National Geodetic Survey in June 1991..
 FE1256
 FE1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1256
 FE1256.The geoid height was determined by GEOID03.
 FE1256
 FE1256.The dynamic height is computed by dividing the NAVD 88
 FE1256.geopotential number by the normal gravity value computed on the
 FE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1256.degrees latitude (g = 980.6199 gals.).
 FE1256
 FE1256.The modeled gravity was interpolated from observed gravity values.
 FE1256
 FE1256;                    North         East     Units Scale Factor Converg.
 FE1256;SPC TN       -   103,331.221   256,961.004   MT  1.00000822   -2 12 21.6
 FE1256;SPC TN       -   339,012.51    843,046.23   sFT  1.00000822   -2 12 21.6
 FE1256;UTM  16      - 3,899,302.664   248,006.508   MT  1.00038266   -1 35 48.0
 FE1256
 FE1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1256!SPC TN       -   0.99998500  x   1.00000822  =   0.99999322
 FE1256!UTM  16      -   0.99998500  x   1.00038266  =   1.00036766
 FE1256
 FE1256:                Primary Azimuth Mark                     Grid Az
 FE1256:SPC TN       -  BLACK                                    245 36 44.3
 FE1256:UTM  16      -  BLACK                                    245 00 10.7
 FE1256
 FE1256|---------------------------------------------------------------------|
 FE1256| PID    Reference Object                     Distance      Geod. Az  |
 FE1256|                                                           dddmmss.s |
 FE1256| FE1253 BLACK                               APPROX. 0.8 KM 2432422.7 |
 FE1256|---------------------------------------------------------------------|
 FE1256
 FE1256                          SUPERSEDED SURVEY CONTROL
 FE1256
 FE1256  NAD 83(1995)-  35 12 18.47952(N)    089 46 05.10648(W) AD(       ) 2
 FE1256  NAD 83(1995)-  35 12 18.48018(N)    089 46 05.10702(W) AD(       ) 2
 FE1256  NAD 83(1986)-  35 12 18.48504(N)    089 46 05.10692(W) AD(       ) 2
 FE1256  NAD 27      -  35 12 18.16640(N)    089 46 04.80480(W) AD(       ) 2
 FE1256  NGVD 29 (??/??/??)  122.926  (m)          403.30   (f) ADJUSTED    2 0
 FE1256
 FE1256.Superseded values are not recommended for survey control.
 FE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1256.See file dsdata.txt to determine how the superseded data were derived.
 FE1256
 FE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4800799303(NAD 83)
 FE1256_MARKER: DZ = AZIMUTH MARK DISK
 FE1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1256_STAMPING: BLACK 1958
 FE1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1256+STABILITY: SURFACE MOTION
 FE1256
 FE1256  HISTORY     - Date     Condition        Report By
 FE1256  HISTORY     - 1959     MONUMENTED       CGS
 FE1256  HISTORY     - 1959     GOOD             CGS
 FE1256  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1256  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1256
 FE1256                          STATION DESCRIPTION
 FE1256
 FE1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1256'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 79 AND 64,
 FE1256'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO EAST
 FE1256'ON US HIGHWAY 64 FOR 3.8 MILES TO A DRIVEWAY ON THE RIGHT AND A WIRE
 FE1256'GATE, CONTINUE EAST
 FE1256'FOR 0.4 MILE, TURN LEFT ONTO BRUNSWICK ROAD AND GO NORTH FOR 0.05
 FE1256'MILE TO A TELEPHONE POLE ON THE LEFT, WEST SIDE AND THE AZIMUTH
 FE1256'MARK.
 FE1256'
 FE1256'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1958 SET IN TOP OF
 FE1256'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 FE1256'ABOVE THE GROUND.  IT IS 26 FEET NORTH OF A TELEPHONE POLE AND 16
 FE1256'FEET WEST OF THE CENTER OF BRUNSWICK ROAD.
 FE1256
 FE1256                          STATION RECOVERY (1959)
 FE1256
 FE1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1256'5.8 MI E FROM BARTLETT.
 FE1256'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1256'AT BARTLETT, THENCE 3.8 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1256'MILE NORTH ALONG BRUNSWICK RD., 61.0 FT. SOUTH OF A PRIVATE DRIVE,
 FE1256'31.0 FT. NORTH OF A TELEPHONE POLE, 24.0 FT. WEST OF THE CENTER
 FE1256'LINE OF BRUNSWICK RD., A C AND GS AZIMUTH DISK SET IN TOP OF A
 FE1256'CONCRETE POST FLUSH WITH THE GROUND, ABOUT 3.0 FT. ABOVE THE
 FE1256'LEVEL OF THE ROAD.
 FE1256
 FE1256                          STATION RECOVERY (1989)
 FE1256
 FE1256'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1256'MARK NOT FOUND.
 FE1256
 FE1256                          STATION RECOVERY (1992)
 FE1256
 FE1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1254 ***********************************************************************
 FE1254  DESIGNATION -  BLACK RM 1
 FE1254  PID         -  FE1254
 FE1254  STATE/COUNTY-  TN/SHELBY
 FE1254  USGS QUAD   -  ELLENDALE (1993)
 FE1254
 FE1254                         *CURRENT SURVEY CONTROL
 FE1254  ___________________________________________________________________
 FE1254* NAD 83(1986)-  35 12 06.     (N)    089 46 32.     (W)     SCALED    
 FE1254* NAVD 88     -       118.042  (meters)     387.28   (feet)  ADJUSTED  
 FE1254  ___________________________________________________________________
 FE1254  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1254  DYNAMIC HT  -         117.935 (meters)     386.93  (feet)  COMP
 FE1254  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1254
 FE1254  VERT ORDER  -  SECOND    CLASS 0
 FE1254
 FE1254.The horizontal coordinates were scaled from a topographic map and have
 FE1254.an estimated accuracy of +/- 6 seconds.
 FE1254
 FE1254.The orthometric height was determined by differential leveling
 FE1254.and adjusted by the National Geodetic Survey in June 1991..
 FE1254
 FE1254.The geoid height was determined by GEOID03.
 FE1254
 FE1254.The dynamic height is computed by dividing the NAVD 88
 FE1254.geopotential number by the normal gravity value computed on the
 FE1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1254.degrees latitude (g = 980.6199 gals.).
 FE1254
 FE1254.The modeled gravity was interpolated from observed gravity values.
 FE1254
 FE1254;                    North         East    Units  Estimated Accuracy
 FE1254;SPC TN       -   102,970.      256,270.      MT  (+/- 180 meters Scaled)
 FE1254
 FE1254                          SUPERSEDED SURVEY CONTROL
 FE1254
 FE1254  NGVD 29 (??/??/??)  118.028  (m)          387.23   (f) ADJUSTED    2 0
 FE1254
 FE1254.Superseded values are not recommended for survey control.
 FE1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1254.See file dsdata.txt to determine how the superseded data were derived.
 FE1254
 FE1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD473989(NAD 83)
 FE1254_MARKER: DR = REFERENCE MARK DISK
 FE1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1254_STAMPING: BLACK NO 1
 FE1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1254+STABILITY: SURFACE MOTION
 FE1254
 FE1254  HISTORY     - Date     Condition        Report By
 FE1254  HISTORY     - 1958     MONUMENTED       CGS
 FE1254  HISTORY     - 1959     GOOD             CGS
 FE1254  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1254
 FE1254                          STATION DESCRIPTION
 FE1254
 FE1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1254'5.2 MI E FROM BARTLETT.
 FE1254'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1254'AT BARTLETT, THENCE 3.2 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1254'MILE SOUTH ALONG A DIRT ROAD LEADING TO A FARM HOUSE, 127.0 FT.
 FE1254'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB, 64.0 FT. EAST
 FE1254'OF THE CENTER LINE OF A DIRT ROAD, A C AND GS TRIANGULATION
 FE1254'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1254'THE GROUND, ABOUT 1.0 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1254
 FE1254                          STATION RECOVERY (1992)
 FE1254
 FE1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1254'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1255 ***********************************************************************
 FE1255  DESIGNATION -  BLACK RM 2
 FE1255  PID         -  FE1255
 FE1255  STATE/COUNTY-  TN/SHELBY
 FE1255  USGS QUAD   -  ELLENDALE (1993)
 FE1255
 FE1255                         *CURRENT SURVEY CONTROL
 FE1255  ___________________________________________________________________
 FE1255* NAD 83(1986)-  35 12 07.     (N)    089 46 32.     (W)     SCALED    
 FE1255* NAVD 88     -       118.204  (meters)     387.81   (feet)  ADJUSTED  
 FE1255  ___________________________________________________________________
 FE1255  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1255  DYNAMIC HT  -         118.097 (meters)     387.46  (feet)  COMP
 FE1255  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FE1255
 FE1255  VERT ORDER  -  SECOND    CLASS 0
 FE1255
 FE1255.The horizontal coordinates were scaled from a topographic map and have
 FE1255.an estimated accuracy of +/- 6 seconds.
 FE1255
 FE1255.The orthometric height was determined by differential leveling
 FE1255.and adjusted by the National Geodetic Survey in June 1991..
 FE1255
 FE1255.The geoid height was determined by GEOID03.
 FE1255
 FE1255.The dynamic height is computed by dividing the NAVD 88
 FE1255.geopotential number by the normal gravity value computed on the
 FE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1255.degrees latitude (g = 980.6199 gals.).
 FE1255
 FE1255.The modeled gravity was interpolated from observed gravity values.
 FE1255
 FE1255;                    North         East    Units  Estimated Accuracy
 FE1255;SPC TN       -   103,000.      256,270.      MT  (+/- 180 meters Scaled)
 FE1255
 FE1255                          SUPERSEDED SURVEY CONTROL
 FE1255
 FE1255  NGVD 29 (??/??/??)  118.190  (m)          387.76   (f) ADJUSTED    2 0
 FE1255
 FE1255.Superseded values are not recommended for survey control.
 FE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1255.See file dsdata.txt to determine how the superseded data were derived.
 FE1255
 FE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD473989(NAD 83)
 FE1255_MARKER: DR = REFERENCE MARK DISK
 FE1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1255_STAMPING: BLACK NO 2
 FE1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1255+STABILITY: SURFACE MOTION
 FE1255
 FE1255  HISTORY     - Date     Condition        Report By
 FE1255  HISTORY     - 1958     MONUMENTED       CGS
 FE1255  HISTORY     - 1959     GOOD             CGS
 FE1255  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1255
 FE1255                          STATION DESCRIPTION
 FE1255
 FE1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1255'5.2 MI E FROM BARTLETT.
 FE1255'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1255'AT BARTLETT, THENCE 3.2 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1255'MILE SOUTH ALONG A DIRT ROAD LEADING TO A FARM HOUSE, 43.0 FT.
 FE1255'NORTH OF A FENCE CORNER, 42.0 FT. SOUTHWEST OF THE CENTER LINE
 FE1255'OF A DIRT ROAD, 1.0 FT. EAST OF A FENCE LINE, A C AND GS REFERENCE
 FE1255'MARK DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 FE1255'ABOUT LEVEL WITH THE ROAD.
 FE1255
 FE1255                          STATION RECOVERY (1992)
 FE1255
 FE1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1255'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3541 ***********************************************************************
 GA3541  DESIGNATION -  BLAINE TV STATION WBIR MAST
 GA3541  PID         -  GA3541
 GA3541  STATE/COUNTY-  TN/KNOX
 GA3541  USGS QUAD   -  LUTTRELL (1988)
 GA3541
 GA3541                         *CURRENT SURVEY CONTROL
 GA3541  ___________________________________________________________________
 GA3541* NAD 83(1995)-  36 08 05.49469(N)    083 43 27.99724(W)     ADJUSTED  
 GA3541* NAVD 88     -                                                        
 GA3541  ___________________________________________________________________
 GA3541  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GA3541  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA3541
 GA3541  HORZ ORDER  -  THIRD
 GA3541
 GA3541.The horizontal coordinates were established by classical geodetic methods
 GA3541.and adjusted by the National Geodetic Survey in April 1999..
 GA3541
 GA3541
 GA3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3541
 GA3541.The geoid height was determined by GEOID03.
 GA3541
 GA3541;                    North         East     Units Scale Factor Converg.
 GA3541;SPC TN       -   202,259.856   804,796.448   MT  0.99996214   +1 19 55.9
 GA3541;SPC TN       -   663,580.88  2,640,403.01   sFT  0.99996214   +1 19 55.9
 GA3541;UTM  17      - 4,002,345.133   254,842.740   MT  1.00034061   -1 36 26.5
 GA3541
 GA3541                          SUPERSEDED SURVEY CONTROL
 GA3541
 GA3541  NAD 83(1995)-  36 08 05.50247(N)    083 43 27.99987(W) AD(       ) 4
 GA3541  NAD 83(1995)-  36 08 05.50346(N)    083 43 27.99791(W) AD(       ) 4
 GA3541  NAD 83(1995)-  36 08 05.50455(N)    083 43 27.99787(W) AD(       ) 4
 GA3541  NAD 83(1986)-  36 08 05.50855(N)    083 43 27.99752(W) AD(       ) 4
 GA3541  NAD 27      -  36 08 05.21600(N)    083 43 28.34700(W) AD(       ) 3
 GA3541
 GA3541.Superseded values are not recommended for survey control.
 GA3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3541.See file dsdata.txt to determine how the superseded data were derived.
 GA3541
 GA3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5484302345(NAD 83)
 GA3541_MARKER: 42 = RADIO/TV MAST
 GA3541
 GA3541  HISTORY     - Date     Condition        Report By
 GA3541  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GA3541  HISTORY     - 20010325 GOOD             USPSQD
 GA3541
 GA3541                          STATION DESCRIPTION
 GA3541
 GA3541'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3541'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF BLAINE.
 GA3541'
 GA3541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND STATE
 GA3541'ROUTE 61 AT BLAINE, GO
 GA3541'1.05 MILES WEST ON STATE ROUTE 61 TO A GRAVELED ROAD ON
 GA3541'THE LEFT, TURN LEFT, SOUTH, AND
 GA3541'GO 0.75 MILE TO A FORK, KEEP TO THE
 GA3541'RIGHT AND CONTINUE SOUTH FOR 0.25 MILE ON ZACHARY
 GA3541'RD.  TO A PAVED
 GA3541'DRIVE ON THE LEFT, TURN LEFT, EAST, AND GO 0.5 MILE EAST AND SOUTH
 GA3541'TO THE TOP OF A
 GA3541'HILL AND THE STATION.
 GA3541'
 GA3541'THE STATION IS A STEEL STRUCTURE, SUPPORTED BY GUY WIRES, PAINTED IN
 GA3541'ALTERNATE COLORS OF RED AND
 GA3541'WHITE WITH AN OVER-ALL HEIGHT OF 1751 FEET.  IT HAS
 GA3541'RED BLINKING LIGHTS THROUGH-OUT IT
 GA3541'AND THE POINT INTERSECTED WAS THE
 GA3541'RED LIGHT AT THE TOP.
 GA3541
 GA3541                          STATION RECOVERY (2001)
 GA3541
 GA3541'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0201 ***********************************************************************
 GC0201  DESIGNATION -  BLEDSOE
 GC0201  PID         -  GC0201
 GC0201  STATE/COUNTY-  TN/SUMNER
 GC0201  USGS QUAD   -  BETHPAGE (1994)
 GC0201
 GC0201                         *CURRENT SURVEY CONTROL
 GC0201  ___________________________________________________________________
 GC0201* NAD 83(1995)-  36 23 51.20892(N)    086 19 51.37325(W)     ADJUSTED  
 GC0201* NAVD 88     -       168.171  (meters)     551.74   (feet)  ADJUSTED  
 GC0201  ___________________________________________________________________
 GC0201  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC0201  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0201  DYNAMIC HT  -         168.034 (meters)     551.29  (feet)  COMP
 GC0201  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GC0201
 GC0201  HORZ ORDER  -  SECOND
 GC0201  VERT ORDER  -  SECOND    CLASS 0
 GC0201
 GC0201.The horizontal coordinates were established by classical geodetic methods
 GC0201.and adjusted by the National Geodetic Survey in April 1999..
 GC0201
 GC0201.The orthometric height was determined by differential leveling
 GC0201.and adjusted by the National Geodetic Survey in June 1991..
 GC0201
 GC0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0201
 GC0201.The geoid height was determined by GEOID03.
 GC0201
 GC0201.The dynamic height is computed by dividing the NAVD 88
 GC0201.geopotential number by the normal gravity value computed on the
 GC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0201.degrees latitude (g = 980.6199 gals.).
 GC0201
 GC0201.The modeled gravity was interpolated from observed gravity values.
 GC0201
 GC0201;                    North         East     Units Scale Factor Converg.
 GC0201;SPC TN       -   229,078.451   570,312.136   MT  0.99999667   -0 11 37.5
 GC0201;SPC TN       -   751,568.22  1,871,099.07   sFT  0.99999667   -0 11 37.5
 GC0201;UTM  16      - 4,028,252.788   559,997.352   MT  0.99964435   +0 23 49.3
 GC0201
 GC0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0201!SPC TN       -   0.99997821  x   0.99999667  =   0.99997488
 GC0201!UTM  16      -   0.99997821  x   0.99964435  =   0.99962257
 GC0201
 GC0201|---------------------------------------------------------------------|
 GC0201| PID    Reference Object                     Distance      Geod. Az  |
 GC0201|                                                           dddmmss.s |
 GC0201| GC0202 BLEDSOE RM 1                         30.403 METERS 08425     |
 GC0201| GC0199 BLEDSOE AZ MK                                      2715919.0 |
 GC0201| GC0200 BLEDSOE RM 2                         30.863 METERS 28718     |
 GC0201|---------------------------------------------------------------------|
 GC0201
 GC0201                          SUPERSEDED SURVEY CONTROL
 GC0201
 GC0201  NAD 83(1995)-  36 23 51.20985(N)    086 19 51.37456(W) AD(       ) 2
 GC0201  NAD 83(1995)-  36 23 51.21645(N)    086 19 51.37677(W) AD(       ) 2
 GC0201  NAD 83(1986)-  36 23 51.21843(N)    086 19 51.37685(W) AD(       ) 2
 GC0201  NAD 27      -  36 23 51.05250(N)    086 19 51.40900(W) AD(       ) 2
 GC0201  NGVD 29 (??/??/??)  168.26   (m)          552.0    (f) RESET       3  
 GC0201
 GC0201.Superseded values are not recommended for survey control.
 GC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0201.See file dsdata.txt to determine how the superseded data were derived.
 GC0201
 GC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5999728253(NAD 83)
 GC0201_MARKER: DD = SURVEY DISK
 GC0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0201_STAMPING: BLEDSOE 1961
 GC0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0201+STABILITY: SURFACE MOTION
 GC0201
 GC0201  HISTORY     - Date     Condition        Report By
 GC0201  HISTORY     - 1961     MONUMENTED       TNHD
 GC0201  HISTORY     - 1961     GOOD             TNHD
 GC0201
 GC0201                          STATION DESCRIPTION
 GC0201
 GC0201'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0201'9.6 MI W FROM HARTSVILLE.
 GC0201'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25, GO
 GC0201'WEST ON STATE ROUTE 25 FOR 4.1 MILES TO THE STATION ON THE RIGHT.
 GC0201'THE STATION IS 40 FEET SOUTHEAST OF A TELEPHONE POLE AND 36
 GC0201'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25.  THE DISK IS
 GC0201'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0201'THE GROUND.
 GC0201
 GC0201                          STATION RECOVERY (1961)
 GC0201
 GC0201'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0201'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE JUNCTION OF STATE
 GC0201'ROUTE 10-A AND STATE ROUTE 25 ABOUT 5-1/2 MILES WEST OF HARTSVILLE.
 GC0201'
 GC0201'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE
 GC0201'ROUTE 25, GO WEST ON STATE ROUTE 25 FOR 4.1 MILES TO THE STATION ON
 GC0201'THE RIGHT AS DESCRIBED.
 GC0201'
 GC0201'THE STATION IS 40 FEET SOUTHEAST OF A TELEPHONE POLE AND 36 FEET
 GC0201'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25.  SURFACE AND
 GC0201'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC0201'STAMPED BLEDSOE 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC0201'BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC0201'FLUSH, CONCRETE MONUMENT.
 GC0201'
 GC0201'REFERENCE MARK NO. 1 IS 56 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC0201'STATE ROUTE 25 AND 6 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A
 GC0201'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0201'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED BLEDSOE RM-1 1961.
 GC0201'
 GC0201'REFERENCE MARK NO. 2 IS 65 FEET NORTHWEST OF A TELEPHONE POLE AND 55
 GC0201'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25.  THE
 GC0201'MARK IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A 10-INCH SQUARE,
 GC0201'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED BLEDSOE RM-2
 GC0201'1961.
 GC0201'
 GC0201'THE AZIMUTH MARK IS 59 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GC0201'ROUTE 25, 4 FEET EAST OF A POWER POLE, 1 FOOT N OF A FENCE, AND
 GC0201'1 FOOT E OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0201'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0201'MONUMENT, AND THE DISK IS STAMPED BLEDSOE AZI 1961.
 GC0201'
 GC0201'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 GC0201'STATE ROUTE 25 FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0201'
 GC0201'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0199 ***********************************************************************
 GC0199  DESIGNATION -  BLEDSOE AZ MK
 GC0199  PID         -  GC0199
 GC0199  STATE/COUNTY-  TN/SUMNER
 GC0199  USGS QUAD   -  BETHPAGE (1994)
 GC0199
 GC0199                         *CURRENT SURVEY CONTROL
 GC0199  ___________________________________________________________________
 GC0199* NAD 83(1986)-  36 23 51.     (N)    086 20 04.     (W)     SCALED    
 GC0199* NAVD 88     -       164.662  (meters)     540.23   (feet)  ADJUSTED  
 GC0199  ___________________________________________________________________
 GC0199  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0199  DYNAMIC HT  -         164.528 (meters)     539.79  (feet)  COMP
 GC0199  MODELED GRAV-     979,814.2   (mgal)                       NAVD 88
 GC0199
 GC0199  VERT ORDER  -  SECOND    CLASS 0
 GC0199
 GC0199.The horizontal coordinates were scaled from a topographic map and have
 GC0199.an estimated accuracy of +/- 6 seconds.
 GC0199
 GC0199.The orthometric height was determined by differential leveling
 GC0199.and adjusted by the National Geodetic Survey in June 1991..
 GC0199
 GC0199.The geoid height was determined by GEOID03.
 GC0199
 GC0199.The dynamic height is computed by dividing the NAVD 88
 GC0199.geopotential number by the normal gravity value computed on the
 GC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0199.degrees latitude (g = 980.6199 gals.).
 GC0199
 GC0199.The modeled gravity was interpolated from observed gravity values.
 GC0199
 GC0199;                    North         East    Units  Estimated Accuracy
 GC0199;SPC TN       -   229,070.      570,000.      MT  (+/- 180 meters Scaled)
 GC0199
 GC0199                          SUPERSEDED SURVEY CONTROL
 GC0199
 GC0199  NGVD 29 (??/??/??)  164.76   (m)          540.6    (f) RESET       3  
 GC0199
 GC0199.Superseded values are not recommended for survey control.
 GC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0199.See file dsdata.txt to determine how the superseded data were derived.
 GC0199
 GC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF596282(NAD 83)
 GC0199_MARKER: DD = SURVEY DISK
 GC0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0199_STAMPING: BLEDSOE AZI 1961
 GC0199_MARK LOGO: TNHD  
 GC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0199+STABILITY: SURFACE MOTION
 GC0199
 GC0199  HISTORY     - Date     Condition        Report By
 GC0199  HISTORY     - 1961     MONUMENTED       TNHD
 GC0199
 GC0199                          STATION DESCRIPTION
 GC0199
 GC0199'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0199'6 MI W FROM HARTSVILLE.
 GC0199'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25, GO
 GC0199'WEST ON STATE ROUTE 25 FOR 4.6 MILES TO THE MARK ON THE LEFT.
 GC0199'THE MARK IS LOCATED 59 FEET SOUTH OF THE CENTERLINE OF STATE
 GC0199'ROUTE 25, 4 FEET EAST OF A POWER POLE, AND 1 FOOT EAST OF A
 GC0199'WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0199'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0202 ***********************************************************************
 GC0202  DESIGNATION -  BLEDSOE RM 1
 GC0202  PID         -  GC0202
 GC0202  STATE/COUNTY-  TN/SUMNER
 GC0202  USGS QUAD   -  BETHPAGE (1994)
 GC0202
 GC0202                         *CURRENT SURVEY CONTROL
 GC0202  ___________________________________________________________________
 GC0202* NAD 83(1986)-  36 23 51.     (N)    086 19 51.     (W)     SCALED    
 GC0202* NAVD 88     -       169.103  (meters)     554.80   (feet)  ADJUSTED  
 GC0202  ___________________________________________________________________
 GC0202  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0202  DYNAMIC HT  -         168.965 (meters)     554.35  (feet)  COMP
 GC0202  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GC0202
 GC0202  VERT ORDER  -  SECOND    CLASS 0
 GC0202
 GC0202.The horizontal coordinates were scaled from a topographic map and have
 GC0202.an estimated accuracy of +/- 6 seconds.
 GC0202
 GC0202.The orthometric height was determined by differential leveling
 GC0202.and adjusted by the National Geodetic Survey in June 1991..
 GC0202
 GC0202.The geoid height was determined by GEOID03.
 GC0202
 GC0202.The dynamic height is computed by dividing the NAVD 88
 GC0202.geopotential number by the normal gravity value computed on the
 GC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0202.degrees latitude (g = 980.6199 gals.).
 GC0202
 GC0202.The modeled gravity was interpolated from observed gravity values.
 GC0202
 GC0202;                    North         East    Units  Estimated Accuracy
 GC0202;SPC TN       -   229,070.      570,320.      MT  (+/- 180 meters Scaled)
 GC0202
 GC0202                          SUPERSEDED SURVEY CONTROL
 GC0202
 GC0202  NGVD 29 (??/??/92)  169.170  (m)          555.02   (f) ADJ UNCH    2 0
 GC0202
 GC0202.Superseded values are not recommended for survey control.
 GC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0202.See file dsdata.txt to determine how the superseded data were derived.
 GC0202
 GC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF600282(NAD 83)
 GC0202_MARKER: DD = SURVEY DISK
 GC0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0202_STAMPING: BLEDSOE RM-1 1961
 GC0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0202+STABILITY: SURFACE MOTION
 GC0202
 GC0202  HISTORY     - Date     Condition        Report By
 GC0202  HISTORY     - 1961     MONUMENTED       TNHD
 GC0202
 GC0202                          STATION DESCRIPTION
 GC0202
 GC0202'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0202'5.5 MI W FROM HARTSVILLE.
 GC0202'THIS MARK IS LOCATED AT THE BLEDSOE 1961 STATION SITE, 56 FEET
 GC0202'NORTH OF THE STATE ROUTE 25, 6 FEET WEST OF A TELEPHONE POLE
 GC0202'AND 100 FEET EAST OF THE STATION.  THE MARK IS SET IN TOP OF A
 GC0202'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0200 ***********************************************************************
 GC0200  DESIGNATION -  BLEDSOE RM 2
 GC0200  PID         -  GC0200
 GC0200  STATE/COUNTY-  TN/SUMNER
 GC0200  USGS QUAD   -  BETHPAGE (1994)
 GC0200
 GC0200                         *CURRENT SURVEY CONTROL
 GC0200  ___________________________________________________________________
 GC0200* NAD 83(1986)-  36 23 51.     (N)    086 19 51.     (W)     SCALED    
 GC0200* NAVD 88     -       168.332  (meters)     552.27   (feet)  ADJUSTED  
 GC0200  ___________________________________________________________________
 GC0200  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0200  DYNAMIC HT  -         168.195 (meters)     551.82  (feet)  COMP
 GC0200  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GC0200
 GC0200  VERT ORDER  -  SECOND    CLASS 0
 GC0200
 GC0200.The horizontal coordinates were scaled from a topographic map and have
 GC0200.an estimated accuracy of +/- 6 seconds.
 GC0200
 GC0200.The orthometric height was determined by differential leveling
 GC0200.and adjusted by the National Geodetic Survey in June 1991..
 GC0200
 GC0200.The geoid height was determined by GEOID03.
 GC0200
 GC0200.The dynamic height is computed by dividing the NAVD 88
 GC0200.geopotential number by the normal gravity value computed on the
 GC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0200.degrees latitude (g = 980.6199 gals.).
 GC0200
 GC0200.The modeled gravity was interpolated from observed gravity values.
 GC0200
 GC0200;                    North         East    Units  Estimated Accuracy
 GC0200;SPC TN       -   229,070.      570,320.      MT  (+/- 180 meters Scaled)
 GC0200
 GC0200                          SUPERSEDED SURVEY CONTROL
 GC0200
 GC0200  NGVD 29 (??/??/92)  168.399  (m)          552.49   (f) ADJ UNCH    2 0
 GC0200
 GC0200.Superseded values are not recommended for survey control.
 GC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0200.See file dsdata.txt to determine how the superseded data were derived.
 GC0200
 GC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF600282(NAD 83)
 GC0200_MARKER: DD = SURVEY DISK
 GC0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0200_STAMPING: BLEDSOE RM 2 1961
 GC0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0200+STABILITY: SURFACE MOTION
 GC0200
 GC0200  HISTORY     - Date     Condition        Report By
 GC0200  HISTORY     - 1961     MONUMENTED       TNHD
 GC0200
 GC0200                          STATION DESCRIPTION
 GC0200
 GC0200'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0200'5.5 MI W FROM HARTSVILLE.
 GC0200'THIS MARK IS LOCATED AT THE BLEDSOE 1961 STATION SITE, 65 FEET
 GC0200'NORTHWEST OF A TELEPHONE POLE, 55 FEET NORTH OF THE CENTERLINE
 GC0200'OF STATE ROUTE 25 AND 101.3 FEET WEST OF THE STATION.  THE DISK
 GC0200'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3437 ***********************************************************************
 GA3437  DESIGNATION -  BLOCK CITY FIRST BAPTIST CH
 GA3437  PID         -  GA3437
 GA3437  STATE/COUNTY-  TN/HAWKINS
 GA3437  USGS QUAD   -  CHURCH HILL (1991)
 GA3437
 GA3437                         *CURRENT SURVEY CONTROL
 GA3437  ___________________________________________________________________
 GA3437* NAD 83(1995)-  36 32 21.12705(N)    082 40 22.24528(W)     ADJUSTED  
 GA3437* NAVD 88     -                                                        
 GA3437  ___________________________________________________________________
 GA3437  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GA3437  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3437
 GA3437  HORZ ORDER  -  THIRD
 GA3437
 GA3437.The horizontal coordinates were established by classical geodetic methods
 GA3437.and adjusted by the National Geodetic Survey in April 1999..
 GA3437
 GA3437
 GA3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3437
 GA3437.The geoid height was determined by GEOID03.
 GA3437
 GA3437;                    North         East     Units Scale Factor Converg.
 GA3437;SPC TN       -   249,810.267   897,882.837   MT  1.00002403   +1 56 52.3
 GA3437;SPC TN       -   819,585.85  2,945,803.94   sFT  1.00002403   +1 56 52.3
 GA3437;UTM  17      - 4,045,058.227   350,257.146   MT  0.99987626   -0 59 46.1
 GA3437
 GA3437                          SUPERSEDED SURVEY CONTROL
 GA3437
 GA3437  NAD 83(1995)-  36 32 21.12782(N)    082 40 22.24658(W) AD(       ) 4
 GA3437  NAD 83(1995)-  36 32 21.12942(N)    082 40 22.25989(W) AD(       ) 4
 GA3437  NAD 83(1995)-  36 32 21.13305(N)    082 40 22.24773(W) AD(       ) 4
 GA3437  NAD 83(1986)-  36 32 21.13421(N)    082 40 22.24812(W) AD(       ) 4
 GA3437  NAD 27      -  36 32 20.77832(N)    082 40 22.67239(W) AD(       ) 3
 GA3437
 GA3437.Superseded values are not recommended for survey control.
 GA3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3437.See file dsdata.txt to determine how the superseded data were derived.
 GA3437
 GA3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5025745058(NAD 83)
 GA3437_MARKER: 90 = CHURCH SPIRE
 GA3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3437+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 GA3437
 GA3437  HISTORY     - Date     Condition        Report By
 GA3437  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3437  HISTORY     - 20030909 GOOD             GEOCAC
 GA3437
 GA3437                          STATION DESCRIPTION
 GA3437
 GA3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3437'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF CHURCH HILL.
 GA3437'
 GA3437'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 2.5
 GA3437'MILES EAST ON U.S.  HIGHWAY
 GA3437'11W TO HAMILTON ST.  ON THE LEFT, TURN LEFT AND GO 0.2
 GA3437'MILE NORTH ON HAMILTON ST.  TO
 GA3437'THE STATION ON THE RIGHT.
 GA3437'
 GA3437'IT IS A RED BRICK BUILDING, TRIMMED IN WHITE, WITH A DARK BLUE ROOF.
 GA3437'IT HAS A SMALL BELL TOWER
 GA3437'IN THE FRONT (COVERED WITH ALUMINUM) WITH AN
 GA3437'OVER-ALL HEIGHT OF ABOUT 55 FEET.
 GA3437'THE POINT INTERSECTED WAS THE
 GA3437'CROSS AT THE TOP OF THE SPIRE.
 GA3437
 GA3437                          STATION RECOVERY (2003)
 GA3437
 GA3437'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2536 ***********************************************************************
 GB2536  DESIGNATION -  BLUE
 GB2536  PID         -  GB2536
 GB2536  STATE/COUNTY-  TN/ANDERSON
 GB2536  USGS QUAD   -  NORRIS (1990)
 GB2536
 GB2536                         *CURRENT SURVEY CONTROL
 GB2536  ___________________________________________________________________
 GB2536* NAD 83(1995)-  36 08 23.33057(N)    084 03 49.27448(W)     ADJUSTED  
 GB2536* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 GB2536  ___________________________________________________________________
 GB2536  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 GB2536  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2536
 GB2536  HORZ ORDER  -  SECOND
 GB2536
 GB2536.The horizontal coordinates were established by classical geodetic methods
 GB2536.and adjusted by the National Geodetic Survey in April 1999..
 GB2536
 GB2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2536
 GB2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2536
 GB2536.The geoid height was determined by GEOID03.
 GB2536
 GB2536;                    North         East     Units Scale Factor Converg.
 GB2536;SPC TN       -   202,152.491   774,258.514   MT  0.99996260   +1 08 00.9
 GB2536;SPC TN       -   663,228.63  2,540,213.14   sFT  0.99996260   +1 08 00.9
 GB2536;UTM  16      - 4,003,450.849   764,210.457   MT  1.00046022   +1 43 57.8
 GB2536;UTM  17      - 4,003,805.196   224,325.040   MT  1.00053650   -1 48 28.7
 GB2536
 GB2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2536!SPC TN       -   0.99994138  x   0.99996260  =   0.99990399
 GB2536!UTM  16      -   0.99994138  x   1.00046022  =   1.00040158
 GB2536!UTM  17      -   0.99994138  x   1.00053650  =   1.00047785
 GB2536
 GB2536|---------------------------------------------------------------------|
 GB2536| PID    Reference Object                     Distance      Geod. Az  |
 GB2536|                                                           dddmmss.s |
 GB2536| GB2537 BLUEBIRD LOOKOUT TOWER NC 43         13.698 METERS 05449     |
 GB2536| DB8786 BLUE RM 2                             8.601 METERS 11521     |
 GB2536| GB0701 CARDEN                              APPROX. 6.8 KM 3235033.8 |
 GB2536|---------------------------------------------------------------------|
 GB2536
 GB2536                          SUPERSEDED SURVEY CONTROL
 GB2536
 GB2536  NAD 83(1995)-  36 08 23.33547(N)    084 03 49.27674(W) AD(       ) 2
 GB2536  NAD 83(1995)-  36 08 23.33600(N)    084 03 49.27633(W) AD(       ) 2
 GB2536  NAD 83(1986)-  36 08 23.34286(N)    084 03 49.27305(W) AD(       ) 2
 GB2536  NAD 27      -  36 08 23.05980(N)    084 03 49.57790(W) AD(       ) 2
 GB2536  NGVD 29 (07/19/86)  404.2    (m)         1326.     (f) VERT ANG       
 GB2536
 GB2536.Superseded values are not recommended for survey control.
 GB2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2536.See file dsdata.txt to determine how the superseded data were derived.
 GB2536
 GB2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6421003451(NAD 83)
 GB2536_MARKER: DE = TRAVERSE STATION DISK
 GB2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2536
 GB2536  HISTORY     - Date     Condition        Report By
 GB2536  HISTORY     - 1961     MONUMENTED       CGS
 GB2536  HISTORY     - 1973     GOOD             TVA
 GB2536  HISTORY     - 1975     GOOD             NGS
 GB2536  HISTORY     - 1979     GOOD             NGS
 GB2536
 GB2536                          STATION DESCRIPTION
 GB2536
 GB2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2536'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NORRIS AND ABOUT 3
 GB2536'MILES NORTHEAST OF
 GB2536'CLINTON ON BLUEBIRD RIDGE AT THE TENNESSEE FORESTRY
 GB2536'SERVICE LOOKOUT TOWER NO.
 GB2536'NC43.
 GB2536'
 GB2536'TO REACH THE STATION FROM THE SCHOOLHOUSE IN CLAXTON, WHICH IS ABOUT
 GB2536'13 MILES NORTH OF
 GB2536'KNOXVILLE ON U.  S.  HIGHWAY 25W, GO NORTH ON U.  S.
 GB2536'HIGHWAY 25W FOR 1.5 MILES
 GB2536'TO WOLF VALLEY ROAD ON THE RIGHT, TURN
 GB2536'RIGHT AND GO 2.55 MILES TO A SIDE ROAD ON
 GB2536'THE LEFT, TURN LEFT AND GO
 GB2536'2.75 MILES TO A T ROAD, TURN RIGHT AND GO 1.6 MILES TO A
 GB2536'SIDE ROAD ON THE
 GB2536'LEFT AND A SIGN, FIRE TOWER, TURN LEFT AND GO 0.2 MILE TO A FORK,
 GB2536'KEEP RIGHT AND GO 0.6
 GB2536'MILE, PASSING THROUGH 2 GATES, TO THE FIRE
 GB2536'TOWER AND THE STATION.
 GB2536'
 GB2536'THE STATION IS 32 FEET WEST OF THE SOUTHWEST LEG OF FIRE TOWER AND
 GB2536'3.4 FEET SOUTH OF A
 GB2536'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK, PROJECTING
 GB2536'2 INCHES, AND IS STAMPED BLUE
 GB2536'1961.
 GB2536'
 GB2536'REFERENCE MARK NO. 1 IS SET UNDER THE FIRE TOWER.  IT IS A STANDARD
 GB2536'DISK, FLUSH, AND IS
 GB2536'STAMPED BLUE NO 1 1961.
 GB2536'
 GB2536'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE SOUTHWEST LEG OF FIRE
 GB2536'TOWER.  IT IS A STANDARD
 GB2536'DISK, PROJECTING 2 INCHES, AND IS STAMPED BLUE NO 2
 GB2536'1961.
 GB2536'
 GB2536'TRAVERSE STATION CARDEN WILL SERVE AS THE AZIMUTH MARK.
 GB2536'
 GB2536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2536
 GB2536                          STATION RECOVERY (1973)
 GB2536
 GB2536'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB2536'BLUE FOUND IN GOOD CONDITION.
 GB2536'
 GB2536'BLUE 1961 FOUND STAMPED ON THE POINT.
 GB2536'
 GB2536'STA. IS IN GOOD CONDITION.  DESCRIPTION IS O. K.
 GB2536'REF. NO. 1 IS IN GOOD COND.
 GB2536'REF. NO. 2 IS DESTROYED BY CONSTRUCTION OF NEW BLDG.
 GB2536'STA IS 16.7 WEST FROM SW COR. OF BLDG.
 GB2536'
 GB2536'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MI NE OF CLINTON.
 GB2536
 GB2536                          STATION RECOVERY (1975)
 GB2536
 GB2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GB2536'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GB2536'REFERENCE MARK 2 WAS REPORTED AS BEING DESTROYED BY CONSTRUCTION OF
 GB2536'A NEW BUILDING BUT THIS WAS FOUND TO BE IN ERROR.  THE MARK WAS
 GB2536'FOUND TO BE ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND WITH A TILE
 GB2536'OVER IT.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GB2536'
 GB2536'THE STATION MARK IS 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 GB2536'BUILDING AND 22 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GB2536'BUILDING.
 GB2536'
 GB2536'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 GB2536'BUILDING AND 4 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE BUILDING.
 GB2536'
 GB2536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GB2536'NORTHEAST OF CLINTON.
 GB2536
 GB2536                          STATION RECOVERY (1979)
 GB2536
 GB2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB2536'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB2536'LINE OF SIGHT TO BOTH REFERENCE MARKS IS OBSTRUCTED BY A
 GB2536'BUILDING.  REFERENCE MARKS 3 AND 4 WERE SET BUT NOT TIED IN TO
 GB2536'ANY AZIMUTH OBJECT DUE TO TREES AND BRUSH AT THE SITE.  A NEW
 GB2536'DESCRIPTION FOLLOWS.
 GB2536'
 GB2536'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CLINTON, AT THE
 GB2536'TENN. FORESTRY SERVICE LOOKOUT TOWER NC 43, 32 FEET WEST OF
 GB2536'SOUTHWEST LEG OF THE TOWER, 45 FEET SOUTHWEST OF THE NORTHWEST LEG
 GB2536'OF THE TOWER, 22 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GB2536'BUILDING AND 17 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GB2536'BUILDING.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GB2536'STAMPED---BLUE 1961---.
 GB2536'
 GB2536'TO REACH THE STATION FROM THE CLAXTON SCHOOL, GO NORTH ON
 GB2536'U.S. HIGHWAY 25 W FOR 1.5 MILES TO WOLF VALLEY ROAD ON THE
 GB2536'RIGHT.  TURN RIGHT ON WOLF VALLEY ROAD AND GO FOR 2.55 MILES TO A
 GB2536'ROAD LEFT.  TURN LEFT AND GO FOR 2.75 MILES TO A T-ROAD.  TURN RIGHT
 GB2536'AND GO FOR 1.6 MILES TO A GRAVELED ROAD AND A SIGN---FIRE TOWER---ON
 GB2536'THE LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.2 MILE TO A ROAD
 GB2536'FORK.  TAKE THE RIGHT FORK AND GO 0.6 MILE TO THE FIRE TOWER AND
 GB2536'THE STATION.
 GB2536'
 GB2536'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 GB2536'AND NORTHWEST CORNER OF THE CONCRETE BASE OF THE NORTHWEST LEG OF
 GB2536'THE TOWER AND IS STAMPED---BLUE 1961 NO 3 1979---
 GB2536'
 GB2536'REFERENCE MARK 4 IS 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB2536'BUILDING, 9 FEET NORTH OF A 10 INCH PINE TREE STAMPED---BLUE 1961 NO 4
 GB2536'1979---AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1465 ***********************************************************************
 FD1465  DESIGNATION -  BLUE CREEK
 FD1465  PID         -  FD1465
 FD1465  STATE/COUNTY-  TN/MARSHALL
 FD1465  USGS QUAD   -  BRICK CHURCH (1981)
 FD1465
 FD1465                         *CURRENT SURVEY CONTROL
 FD1465  ___________________________________________________________________
 FD1465* NAD 83(1995)-  35 20 20.21287(N)    086 53 19.71726(W)     ADJUSTED  
 FD1465* NAVD 88     -       334.1    (meters)    1096.     (feet)  VERTCON   
 FD1465  ___________________________________________________________________
 FD1465  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FD1465  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1465
 FD1465  HORZ ORDER  -  SECOND
 FD1465
 FD1465.The horizontal coordinates were established by classical geodetic methods
 FD1465.and adjusted by the National Geodetic Survey in April 1999..
 FD1465
 FD1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1465
 FD1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1465
 FD1465.The geoid height was determined by GEOID03.
 FD1465
 FD1465;                    North         East     Units Scale Factor Converg.
 FD1465;SPC TN       -   111,939.798   519,200.415   MT  0.99998549   -0 31 13.2
 FD1465;SPC TN       -   367,255.82  1,703,410.03   sFT  0.99998549   -0 31 13.2
 FD1465;UTM  16      - 3,910,637.835   510,104.225   MT  0.99960126   +0 03 51.5
 FD1465
 FD1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1465!SPC TN       -   0.99995190  x   0.99998549  =   0.99993739
 FD1465!UTM  16      -   0.99995190  x   0.99960126  =   0.99955318
 FD1465
 FD1465|---------------------------------------------------------------------|
 FD1465| PID    Reference Object                     Distance      Geod. Az  |
 FD1465|                                                           dddmmss.s |
 FD1465| CG5627 BLUE CREEK RM 1                      18.102 METERS 07111     |
 FD1465| CG5626 BLUE CREEK AZ MK                                   2664723.0 |
 FD1465| CG5628 BLUE CREEK RM 2                      22.106 METERS 30041     |
 FD1465|---------------------------------------------------------------------|
 FD1465
 FD1465                          SUPERSEDED SURVEY CONTROL
 FD1465
 FD1465  NAD 83(1995)-  35 20 20.21568(N)    086 53 19.71805(W) AD(       ) 2
 FD1465  NAD 83(1995)-  35 20 20.21811(N)    086 53 19.71928(W) AD(       ) 2
 FD1465  NAD 83(1986)-  35 20 20.22279(N)    086 53 19.71815(W) AD(       ) 2
 FD1465  NAD 27      -  35 20 19.94560(N)    086 53 19.70860(W) AD(       ) 2
 FD1465  NGVD 29 (07/19/86)  334.1    (m)         1096.     (f) VERT ANG       
 FD1465
 FD1465.Superseded values are not recommended for survey control.
 FD1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1465.See file dsdata.txt to determine how the superseded data were derived.
 FD1465
 FD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1010410638(NAD 83)
 FD1465_MARKER: DE = TRAVERSE STATION DISK
 FD1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1465
 FD1465  HISTORY     - Date     Condition        Report By
 FD1465  HISTORY     - 1960     MONUMENTED       CGS
 FD1465
 FD1465                          STATION DESCRIPTION
 FD1465
 FD1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1465'THE STATION IS LOCATED ON THE PROPERTY OF MRS Q DOGGETT, ABOUT 3
 FD1465'MILES SOUTHWEST OF
 FD1465'CORNERSVILLE, AND ON A WOODED KNOLL ABOUT THE HIGHEST IN
 FD1465'THE VICINITY.
 FD1465'
 FD1465'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD1465'SOUTHWEST ON U S HIGHWAY
 FD1465'31A FOR 2.45 MILES TO THE BLUE CREEK ROAD ON THE RIGHT.  TURN
 FD1465'RIGHT, AND GO WESTERLY FOR
 FD1465'1.0 MILE TO A FORK AND SIGN A J FULLER.
 FD1465'KEEP LEFT, AND GO 0.7 MILE TO THE CREST OF
 FD1465'RIDGE AND TRACK ROAD
 FD1465'RIGHT.* TURN RIGHT, AND GO NORTHERLY FOR 0.05 MILE TO THE
 FD1465'SUMMIT AND
 FD1465'STATION ON THE LEFT.
 FD1465'
 FD1465'*TO REACH THE AZIMUTH MARK FROM TRACK ROAD RIGHT, CONTINUE ON BLUE
 FD1465'CREEK ROAD WESTERLY FOR
 FD1465'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FD1465'
 FD1465'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD1465'MONUMENT, STAMPED BLUE
 FD1465'CREEK 1960, AND SET FLUSH.  IT IS 15 FEET WEST OF THE
 FD1465'CENTER OF A TRACK ROAD AND 3.5
 FD1465'FEET NORTHEAST OF A WITNESS SIGN.
 FD1465'
 FD1465'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1465'STAMPED BLUE CREEK NO 1
 FD1465'1960, AND SET FLUSH.  IT IS 4 FEET SOUTH OF A 24-INCH
 FD1465'TREE AND 1 FOOT WEST OF A WIRE
 FD1465'FENCE.
 FD1465'
 FD1465'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1465'STAMPED BLUE CREEK NO 2
 FD1465'1960, AND SET FLUSH.  IT IS SET ON THE WESTERN SLOPE
 FD1465'OF HILL, ABOUT 2 FEET LOWER THAN
 FD1465'THE STATION MARK.
 FD1465'
 FD1465'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1465'STAMPED BLUE CREEK 1960,
 FD1465'AND SET FLUSH.  IT IS 19 FEET NORTHWEST OF THE CENTER OF
 FD1465'BLUE CREEK ROAD, 2.3 FEET EAST
 FD1465'OF A WITNESS SIGN, AND 1 FOOT SOUTH OF
 FD1465'A FENCE CORNER POST.
 FD1465'
 FD1465'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2537 ***********************************************************************
 GB2537  DESIGNATION -  BLUEBIRD LOOKOUT TOWER NC 43
 GB2537  PID         -  GB2537
 GB2537  STATE/COUNTY-  TN/ANDERSON
 GB2537  USGS QUAD   -  NORRIS (1990)
 GB2537
 GB2537                         *CURRENT SURVEY CONTROL
 GB2537  ___________________________________________________________________
 GB2537* NAD 83(1995)-  36 08 23.58665(N)    084 03 48.82671(W)     ADJUSTED  
 GB2537* NAVD 88     -                                                        
 GB2537  ___________________________________________________________________
 GB2537  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 GB2537  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2537
 GB2537  HORZ ORDER  -  THIRD
 GB2537
 GB2537.The horizontal coordinates were established by classical geodetic methods
 GB2537.and adjusted by the National Geodetic Survey in April 1999..
 GB2537
 GB2537
 GB2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2537
 GB2537.The geoid height was determined by GEOID03.
 GB2537
 GB2537;                    North         East     Units Scale Factor Converg.
 GB2537;SPC TN       -   202,160.603   774,269.550   MT  0.99996260   +1 08 01.2
 GB2537;SPC TN       -   663,255.25  2,540,249.35   sFT  0.99996260   +1 08 01.2
 GB2537;UTM  16      - 4,003,459.081   764,221.413   MT  1.00046029   +1 43 58.1
 GB2537;UTM  17      - 4,003,812.736   224,336.485   MT  1.00053642   -1 48 28.4
 GB2537
 GB2537                          SUPERSEDED SURVEY CONTROL
 GB2537
 GB2537  NAD 83(1995)-  36 08 23.59155(N)    084 03 48.82898(W) AD(       ) 4
 GB2537  NAD 83(1995)-  36 08 23.59209(N)    084 03 48.82857(W) AD(       ) 4
 GB2537  NAD 83(1986)-  36 08 23.59895(N)    084 03 48.82530(W) AD(       ) 4
 GB2537  NAD 27      -  36 08 23.31600(N)    084 03 49.13000(W) AD(       ) 3
 GB2537
 GB2537.Superseded values are not recommended for survey control.
 GB2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2537.See file dsdata.txt to determine how the superseded data were derived.
 GB2537
 GB2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6422103459(NAD 83)
 GB2537_MARKER: 57 = LOOKOUT TOWER
 GB2537
 GB2537  HISTORY     - Date     Condition        Report By
 GB2537  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2537
 GB2537                          STATION DESCRIPTION
 GB2537
 GB2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2537'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NORRIS, ABOUT 3 MILES
 GB2537'NORTHEAST OF CLINTON AND
 GB2537'ON WHAT IS LOCALLY KNOWN AS BLUEBIRD RIDGE.  THE TOWER
 GB2537'IS A FOUR LEGGED STEEL STRUCTURE
 GB2537'ABOUT 80 FEET HIGH.  THERE IS A
 GB2537'GLASS ENCLOSED CAB ON THE TOP OF TOWER.  IT IS ON
 GB2537'THE PROPERTY OF THE
 GB2537'TENNESSEE FOREST SERVICE.
 GB2537'
 GB2537'TO REACH THE STATION FROM THE CLAXTON HIGH SCHOOL BUILDING IN
 GB2537'CLAXTON. (THIS POINT IS
 GB2537'ABOUT 13 MILES NORTH OF KNOXVILLE ON U.  S.  HIGHWAY 25W).
 GB2537'GO NORTH ON U.S.  HIGHWAY
 GB2537'25W FOR 1.5 MILES TO THE WOLF VALLEY ROAD
 GB2537'ON THE RIGHT, TURN RIGHT AND GO 2.55 MILES
 GB2537'TO A SIDE ROAD LEFT, TURN
 GB2537'LEFT AND GO 2.75 MILES TO A T ROAD, TURN RIGHT AND PROCEED
 GB2537'FOR 1.6 MILES
 GB2537'TO A SIDE ROAD LEFT.  (THERE IS A ROAD SIGN WHICH READS, FIRE
 GB2537'TOWER).  HERE TURN LEFT
 GB2537'AND GO 0.2 MILE TO A ROAD FORK, PROCEED ON
 GB2537'THE RIGHT HAND ROAD AND GO 0.6 MILE TO THE
 GB2537'STATION.
 GB2537'
 GB2537'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION BLUE.  THE POINT
 GB2537'OF INTERSECTION WAS
 GB2537'DETERMINED BY INTERSECTING THE FOUR LEGS AT GROUND
 GB2537'LEVEL.  DISTANCE EQUALS 44.93 FEET
 GB2537'(13.695 METERS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1588 ***********************************************************************
 GB1588  DESIGNATION -  BLUF
 GB1588  PID         -  GB1588
 GB1588  STATE/COUNTY-  TN/CLAY
 GB1588  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1588
 GB1588                         *CURRENT SURVEY CONTROL
 GB1588  ___________________________________________________________________
 GB1588* NAD 83(1995)-  36 32 26.19080(N)    085 29 00.11031(W)     ADJUSTED  
 GB1588* NAVD 88     -       193.867  (meters)     636.05   (feet)  ADJUSTED  
 GB1588  ___________________________________________________________________
 GB1588  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GB1588  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1588  DYNAMIC HT  -         193.701 (meters)     635.50  (feet)  COMP
 GB1588  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GB1588
 GB1588  HORZ ORDER  -  SECOND
 GB1588  VERT ORDER  -  SECOND    CLASS 0
 GB1588
 GB1588.The horizontal coordinates were established by classical geodetic methods
 GB1588.and adjusted by the National Geodetic Survey in April 1999..
 GB1588
 GB1588.The orthometric height was determined by differential leveling
 GB1588.and adjusted by the National Geodetic Survey in June 1991..
 GB1588
 GB1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1588
 GB1588.The geoid height was determined by GEOID03.
 GB1588
 GB1588.The dynamic height is computed by dividing the NAVD 88
 GB1588.geopotential number by the normal gravity value computed on the
 GB1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1588.degrees latitude (g = 980.6199 gals.).
 GB1588
 GB1588.The modeled gravity was interpolated from observed gravity values.
 GB1588
 GB1588;                    North         East     Units Scale Factor Converg.
 GB1588;SPC TN       -   245,024.514   646,262.720   MT  1.00002433   +0 18 08.9
 GB1588;SPC TN       -   803,884.59  2,120,280.27   sFT  1.00002433   +0 18 08.9
 GB1588;SPC KY1Z     - 1,023,039.858 1,523,879.857   MT  1.00017399   +0 09 49.3
 GB1588;SPC KY1Z     - 3,356,423.27  4,999,595.83   sFT  1.00017399   +0 09 49.3
 GB1588;SPC KY S     -   523,035.981   523,876.672   MT  1.00004057   +0 09 42.1
 GB1588;SPC KY S     - 1,715,993.88  1,718,752.05   sFT  1.00004057   +0 09 42.1
 GB1588;UTM  16      - 4,044,982.477   635,756.439   MT  0.99982706   +0 54 11.3
 GB1588
 GB1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1588!SPC TN       -   0.99997436  x   1.00002433  =   0.99999869
 GB1588!SPC KY1Z     -   0.99997436  x   1.00017399  =   1.00014835
 GB1588!SPC KY S     -   0.99997436  x   1.00004057  =   1.00001493
 GB1588!UTM  16      -   0.99997436  x   0.99982706  =   0.99980143
 GB1588
 GB1588:                Primary Azimuth Mark                     Grid Az
 GB1588:SPC TN       -  BLUF AZ MK                               027 15 29.4
 GB1588:SPC KY1Z     -  BLUF AZ MK                               027 23 49.0
 GB1588:SPC KY S     -  BLUF AZ MK                               027 23 56.2
 GB1588:UTM  16      -  BLUF AZ MK                               026 39 27.0
 GB1588
 GB1588|---------------------------------------------------------------------|
 GB1588| PID    Reference Object                     Distance      Geod. Az  |
 GB1588|                                                           dddmmss.s |
 GB1588| GB1586 BLUF AZ MK                                         0273338.3 |
 GB1588| GB1587 BLUF RM 2                             9.397 METERS 06420     |
 GB1588| GB1589 BLUF RM 1                             8.707 METERS 27054     |
 GB1588|---------------------------------------------------------------------|
 GB1588
 GB1588                          SUPERSEDED SURVEY CONTROL
 GB1588
 GB1588  NAD 83(1995)-  36 32 26.19141(N)    085 29 00.11076(W) AD(       ) 2
 GB1588  NAD 83(1995)-  36 32 26.20004(N)    085 29 00.11524(W) AD(       ) 2
 GB1588  NAD 83(1986)-  36 32 26.20143(N)    085 29 00.11489(W) AD(       ) 2
 GB1588  NAD 27      -  36 32 25.97869(N)    085 29 00.22667(W) AD(       ) 2
 GB1588  NGVD 29 (??/??/92)  193.980  (m)          636.42   (f) ADJ UNCH    2 0
 GB1588
 GB1588.Superseded values are not recommended for survey control.
 GB1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1588.See file dsdata.txt to determine how the superseded data were derived.
 GB1588
 GB1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3575644982(NAD 83)
 GB1588_MARKER: DE = TRAVERSE STATION DISK
 GB1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1588_STAMPING: BLUF 1966
 GB1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1588+STABILITY: SURFACE MOTION
 GB1588
 GB1588  HISTORY     - Date     Condition        Report By
 GB1588  HISTORY     - 1966     MONUMENTED       TNHD
 GB1588  HISTORY     - 1966     GOOD             TNHD
 GB1588
 GB1588                          STATION DESCRIPTION
 GB1588
 GB1588'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1588'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF CELINA.
 GB1588'
 GB1588'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB1588'EASTERLY ON STATE ROUTE 53 FOR 1.4 MILES TO A BRIDGE ACROSS THE OBEY
 GB1588'RIVER.  CONTINUE EASTERLY ON STATE ROUTE 53 FOR 0.25 MILE TO THE
 GB1588'STATION ON THE RIGHT.
 GB1588'
 GB1588'THE STATION IS ABOUT 75 YARDS SOUTH OF STATE ROUTE 53, 27 FEET
 GB1588'SOUTHEAST OF AN 8-INCH, TWIN-TRUNKED, SYCAMORE TREE AND 4 FEET
 GB1588'NORTHEAST OF AN 8-INCH, TWIN-TRUNKED, WALNUT TREE.  THE SURFACE AND
 GB1588'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1588'DISKS AND THE DISKS ARE STAMPED BLUF 1966.  THE UNDERGROUND MARK IS
 GB1588'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GB1588'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1588'
 GB1588'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE 8-INCH, TWIN-TRUNKED,
 GB1588'WALNUT TREE AND 19 FEET SOUTH OF THE 8-INCH, TWIN- TRUNKED,
 GB1588'SYCAMORE TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1588'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB1588'AND THE DISK IS STAMPED BLUF RM-1 1966.
 GB1588'
 GB1588'REFERENCE MARK NO. 2 IS 29 FEET WEST OF AN 8-INCH, ASH TREE.  THE
 GB1588'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1588'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1588'STAMPED BLUF RM-2 1966.
 GB1588'
 GB1588'THE AZIMUTH MARK IS 37 FEET NORTHEAST OF A POWER POLE, 15 FEET
 GB1588'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 1.9 FEET
 GB1588'NORTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS A STANDARD
 GB1588'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1588'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BLUF AZI
 GB1588'1966.
 GB1588'
 GB1588'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON STATE
 GB1588'ROUTE 53 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GB1588'
 GB1588'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1588'
 GB1588'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1588
 GB1588                          STATION RECOVERY (1966)
 GB1588
 GB1588'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1588'1.5 MI SE FROM CELINA.
 GB1588'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO EAST ON STATE ROUTE
 GB1588'52 FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTES 52 AND 53,
 GB1588'CONTINUE EASTERLY AND SOUTHEASTERLY ON STATE ROUTE 53 FOR 1.4
 GB1588'MILES TO A BRIDGE OVER THE OBEY RIVER, CONTINUE EASTERLY ON
 GB1588'STATE ROUTE 53 FOR 0.25 MILE TO THE MARK ON THE RIGHT, ABOUT 75
 GB1588'YARDS SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 27
 GB1588'FEET SOUTHEAST OF AN 8-INCH, TWIN-TRUNKED, SYCAMORE TREE, AND
 GB1588'4 FEET NORTHEAST OF AN 8-INCH, TWIN-TRUNKED, WALNUT TREE.  THE
 GB1588'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1588'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1586 ***********************************************************************
 GB1586  DESIGNATION -  BLUF AZ MK
 GB1586  PID         -  GB1586
 GB1586  STATE/COUNTY-  TN/CLAY
 GB1586  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1586
 GB1586                         *CURRENT SURVEY CONTROL
 GB1586  ___________________________________________________________________
 GB1586* NAD 83(1986)-  36 32 37.     (N)    085 28 53.     (W)     SCALED    
 GB1586* NAVD 88     -       175.552  (meters)     575.96   (feet)  ADJUSTED  
 GB1586  ___________________________________________________________________
 GB1586  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1586  DYNAMIC HT  -         175.401 (meters)     575.46  (feet)  COMP
 GB1586  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GB1586
 GB1586  VERT ORDER  -  SECOND    CLASS 0
 GB1586
 GB1586.The horizontal coordinates were scaled from a topographic map and have
 GB1586.an estimated accuracy of +/- 6 seconds.
 GB1586
 GB1586.The orthometric height was determined by differential leveling
 GB1586.and adjusted by the National Geodetic Survey in June 1991..
 GB1586
 GB1586.The geoid height was determined by GEOID03.
 GB1586
 GB1586.The dynamic height is computed by dividing the NAVD 88
 GB1586.geopotential number by the normal gravity value computed on the
 GB1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1586.degrees latitude (g = 980.6199 gals.).
 GB1586
 GB1586.The modeled gravity was interpolated from observed gravity values.
 GB1586
 GB1586;                    North         East    Units  Estimated Accuracy
 GB1586;SPC TN       -   245,360.      646,440.      MT  (+/- 180 meters Scaled)
 GB1586
 GB1586                          SUPERSEDED SURVEY CONTROL
 GB1586
 GB1586  NGVD 29 (??/??/??)  175.69   (m)          576.4    (f) RESET       3  
 GB1586
 GB1586.Superseded values are not recommended for survey control.
 GB1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1586.See file dsdata.txt to determine how the superseded data were derived.
 GB1586
 GB1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF359453(NAD 83)
 GB1586_MARKER: DE = TRAVERSE STATION DISK
 GB1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1586_STAMPING: BLUF AZI 1966
 GB1586_MARK LOGO: TNHD  
 GB1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1586+STABILITY: SURFACE MOTION
 GB1586
 GB1586  HISTORY     - Date     Condition        Report By
 GB1586  HISTORY     - 1966     MONUMENTED       TNHD
 GB1586
 GB1586                          STATION DESCRIPTION
 GB1586
 GB1586'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1586'1.5 MI SE FROM CELINA.
 GB1586'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO EAST ON STATE ROUTE
 GB1586'52 FOR 1 BLOCK TO THE JUNCTION OF STATE ROUTES 52 AND 53, CONTINUE
 GB1586'EASTERLY AND SOUTHEASTERLY ON STATE ROUTE 53 FOR 1.4 MILES TO
 GB1586'A BRIDGE ACROSS THE OBEY RIVER, CONTINUE EASTERLY AND NORTHERLY
 GB1586'ON STATE ROUTE 53 FOR 0.45 MILE TO THE MARK ON THE RIGHT, 37
 GB1586'FEET NORTHEAST OF A POWER POLE, 15 FEET SOUTHEAST OF THE
 GB1586'APPROXIMATE CENTER OF STATE ROUTE 53 AND 1.9 FEET NORTHWEST OF
 GB1586'A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 GB1586'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1589 ***********************************************************************
 GB1589  DESIGNATION -  BLUF RM 1
 GB1589  PID         -  GB1589
 GB1589  STATE/COUNTY-  TN/CLAY
 GB1589  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1589
 GB1589                         *CURRENT SURVEY CONTROL
 GB1589  ___________________________________________________________________
 GB1589* NAD 83(1986)-  36 32 26.     (N)    085 29 01.     (W)     SCALED    
 GB1589* NAVD 88     -       193.132  (meters)     633.63   (feet)  ADJUSTED  
 GB1589  ___________________________________________________________________
 GB1589  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1589  DYNAMIC HT  -         192.967 (meters)     633.09  (feet)  COMP
 GB1589  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GB1589
 GB1589  VERT ORDER  -  SECOND    CLASS 0
 GB1589
 GB1589.The horizontal coordinates were scaled from a topographic map and have
 GB1589.an estimated accuracy of +/- 6 seconds.
 GB1589
 GB1589.The orthometric height was determined by differential leveling
 GB1589.and adjusted by the National Geodetic Survey in June 1991..
 GB1589
 GB1589.The geoid height was determined by GEOID03.
 GB1589
 GB1589.The dynamic height is computed by dividing the NAVD 88
 GB1589.geopotential number by the normal gravity value computed on the
 GB1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1589.degrees latitude (g = 980.6199 gals.).
 GB1589
 GB1589.The modeled gravity was interpolated from observed gravity values.
 GB1589
 GB1589;                    North         East    Units  Estimated Accuracy
 GB1589;SPC TN       -   245,020.      646,240.      MT  (+/- 180 meters Scaled)
 GB1589
 GB1589                          SUPERSEDED SURVEY CONTROL
 GB1589
 GB1589  NGVD 29 (??/??/92)  193.247  (m)          634.01   (f) ADJ UNCH    2 0
 GB1589
 GB1589.Superseded values are not recommended for survey control.
 GB1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1589.See file dsdata.txt to determine how the superseded data were derived.
 GB1589
 GB1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF357449(NAD 83)
 GB1589_MARKER: DR = REFERENCE MARK DISK
 GB1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1589_STAMPING: BLUF RM-1 1966
 GB1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1589+STABILITY: SURFACE MOTION
 GB1589
 GB1589  HISTORY     - Date     Condition        Report By
 GB1589  HISTORY     - 1966     MONUMENTED       TNHD
 GB1589
 GB1589                          STATION DESCRIPTION
 GB1589
 GB1589'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1589'1.5 MI SE FROM CELINA.
 GB1589'AT THE BLUF 1966 TRAVERSE STATION SITE, 28.56 FEET SOUTHWEST OF THE
 GB1589'STATION MARK, 25 FEET WEST OF AN 8-INCH, TWIN-TRUNKED, WALNUT
 GB1589'TREE AND 19 FEET SOUTH OF AN 8-INCH, TWIN-TRUNKED, SYCAMORE
 GB1589'TREE.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1589'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1587 ***********************************************************************
 GB1587  DESIGNATION -  BLUF RM 2
 GB1587  PID         -  GB1587
 GB1587  STATE/COUNTY-  TN/CLAY
 GB1587  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1587
 GB1587                         *CURRENT SURVEY CONTROL
 GB1587  ___________________________________________________________________
 GB1587* NAD 83(1986)-  36 32 26.     (N)    085 29 01.     (W)     SCALED    
 GB1587* NAVD 88     -       193.475  (meters)     634.76   (feet)  ADJUSTED  
 GB1587  ___________________________________________________________________
 GB1587  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1587  DYNAMIC HT  -         193.310 (meters)     634.22  (feet)  COMP
 GB1587  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GB1587
 GB1587  VERT ORDER  -  SECOND    CLASS 0
 GB1587
 GB1587.The horizontal coordinates were scaled from a topographic map and have
 GB1587.an estimated accuracy of +/- 6 seconds.
 GB1587
 GB1587.The orthometric height was determined by differential leveling
 GB1587.and adjusted by the National Geodetic Survey in June 1991..
 GB1587
 GB1587.The geoid height was determined by GEOID03.
 GB1587
 GB1587.The dynamic height is computed by dividing the NAVD 88
 GB1587.geopotential number by the normal gravity value computed on the
 GB1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1587.degrees latitude (g = 980.6199 gals.).
 GB1587
 GB1587.The modeled gravity was interpolated from observed gravity values.
 GB1587
 GB1587;                    North         East    Units  Estimated Accuracy
 GB1587;SPC TN       -   245,020.      646,240.      MT  (+/- 180 meters Scaled)
 GB1587
 GB1587                          SUPERSEDED SURVEY CONTROL
 GB1587
 GB1587  NGVD 29 (??/??/92)  193.590  (m)          635.14   (f) ADJ UNCH    2 0
 GB1587
 GB1587.Superseded values are not recommended for survey control.
 GB1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1587.See file dsdata.txt to determine how the superseded data were derived.
 GB1587
 GB1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF357449(NAD 83)
 GB1587_MARKER: DR = REFERENCE MARK DISK
 GB1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1587_STAMPING: BLUF RM-2 1966
 GB1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1587+STABILITY: SURFACE MOTION
 GB1587
 GB1587  HISTORY     - Date     Condition        Report By
 GB1587  HISTORY     - 1966     MONUMENTED       TNHD
 GB1587
 GB1587                          STATION DESCRIPTION
 GB1587
 GB1587'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1587'1.5 MI SE FROM CELINA.
 GB1587'AT THE BLUFF 1966 TRAVERSE STATION SITE, 30.82 FEET NORTHEAST
 GB1587'OF THE STATION MARK, AND 29 FEET WEST OF AN 8-INCH, ASH TREE.
 GB1587'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1587'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0880 ***********************************************************************
 FE0880  DESIGNATION -  BM
 FE0880  PID         -  FE0880
 FE0880  STATE/COUNTY-  TN/HAYWOOD
 FE0880  USGS QUAD   -  BROWNSVILLE (1983)
 FE0880
 FE0880                         *CURRENT SURVEY CONTROL
 FE0880  ___________________________________________________________________
 FE0880* NAD 83(1986)-  35 30 54.     (N)    089 19 23.     (W)     SCALED    
 FE0880* NAVD 88     -        91.283  (meters)     299.48   (feet)  ADJUSTED  
 FE0880  ___________________________________________________________________
 FE0880  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0880  DYNAMIC HT  -          91.203 (meters)     299.22  (feet)  COMP
 FE0880  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 FE0880
 FE0880  VERT ORDER  -  SECOND    CLASS 0
 FE0880
 FE0880.The horizontal coordinates were scaled from a topographic map and have
 FE0880.an estimated accuracy of +/- 6 seconds.
 FE0880
 FE0880.The orthometric height was determined by differential leveling
 FE0880.and adjusted by the National Geodetic Survey in June 1991..
 FE0880
 FE0880.The geoid height was determined by GEOID03.
 FE0880
 FE0880.The dynamic height is computed by dividing the NAVD 88
 FE0880.geopotential number by the normal gravity value computed on the
 FE0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0880.degrees latitude (g = 980.6199 gals.).
 FE0880
 FE0880.The modeled gravity was interpolated from observed gravity values.
 FE0880
 FE0880;                    North         East    Units  Estimated Accuracy
 FE0880;SPC TN       -   136,220.      298,630.      MT  (+/- 180 meters Scaled)
 FE0880
 FE0880                          SUPERSEDED SURVEY CONTROL
 FE0880
 FE0880  NGVD 29 (??/??/??)   91.291  (m)          299.51   (f) ADJUSTED    2 0
 FE0880
 FE0880.Superseded values are not recommended for survey control.
 FE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0880.See file dsdata.txt to determine how the superseded data were derived.
 FE0880
 FE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE893326(NAD 83)
 FE0880_MARKER: X = CHISELED CROSS
 FE0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0880_SP_SET: BRIDGE ABUTMENT
 FE0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0880
 FE0880  HISTORY     - Date     Condition        Report By
 FE0880  HISTORY     - UNK      MONUMENTED       CGS
 FE0880  HISTORY     - 1935     GOOD             CGS
 FE0880
 FE0880                          STATION DESCRIPTION
 FE0880
 FE0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0880'5.8 MI NE FROM STANTON.
 FE0880'5.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0880'FROM THE STATION AT STANTON, HAYWOOD COUNTY, AT THE WEST ABUTMENT
 FE0880'OF BRIDGE 236, ON THE NORTH END OF THE BACK WALL, AND 7-1/2 FEET
 FE0880'NORTH OF THE NORTH RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1793 ***********************************************************************
 GA1793  DESIGNATION -  BM
 GA1793  PID         -  GA1793
 GA1793  STATE/COUNTY-  TN/HAMBLEN
 GA1793  USGS QUAD   -  MORRISTOWN (1979)
 GA1793
 GA1793                         *CURRENT SURVEY CONTROL
 GA1793  ___________________________________________________________________
 GA1793* NAD 83(1986)-  36 12 33.     (N)    083 18 06.     (W)     SCALED    
 GA1793* NAVD 88     -       396.421  (meters)    1300.59   (feet)  POSTED    
 GA1793  ___________________________________________________________________
 GA1793  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1793  DYNAMIC HT  -         396.060 (meters)    1299.41  (feet)  COMP
 GA1793  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1793
 GA1793  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA1793
 GA1793.The horizontal coordinates were scaled from a topographic map and have
 GA1793.an estimated accuracy of +/- 6 seconds.
 GA1793
 GA1793.The orthometric height was determined by differential leveling
 GA1793.and adjusted by the National Geodetic Survey in 1992..
 GA1793.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA1793.rate of 0.0 thru 1.0 mm/km.
 GA1793
 GA1793.The geoid height was determined by GEOID03.
 GA1793
 GA1793.The dynamic height is computed by dividing the NAVD 88
 GA1793.geopotential number by the normal gravity value computed on the
 GA1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1793.degrees latitude (g = 980.6199 gals.).
 GA1793
 GA1793.The modeled gravity was interpolated from observed gravity values.
 GA1793
 GA1793;                    North         East    Units  Estimated Accuracy
 GA1793;SPC TN       -   211,470.      842,610.      MT  (+/- 180 meters Scaled)
 GA1793
 GA1793                          SUPERSEDED SURVEY CONTROL
 GA1793
 GA1793  NGVD 29 (??/??/92)  396.544  (m)         1300.99   (f) ADJ UNCH    1 2
 GA1793
 GA1793.Superseded values are not recommended for survey control.
 GA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1793.See file dsdata.txt to determine how the superseded data were derived.
 GA1793
 GA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA930096(NAD 83)
 GA1793_MARKER: X = CHISELED CROSS
 GA1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1793_SP_SET: RAIL
 GA1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1793
 GA1793  HISTORY     - Date     Condition        Report By
 GA1793  HISTORY     - UNK      MONUMENTED       SOURR
 GA1793  HISTORY     - 1943     GOOD             NGS
 GA1793
 GA1793                          STATION DESCRIPTION
 GA1793
 GA1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GA1793'AT MORRISTOWN.
 GA1793'AT MORRISTOWN, ON THE SOUTHERN RAILWAY, 150 YARDS NORTHEAST OF THE
 GA1793'INTERWOVEN HOSIERY MILL ON DIKE STREET, AT THE DEAD END OF AN
 GA1793'UNIMPROVED STREET, 46.4 FEET WEST OF THE ENTRANCE TO A FRAME
 GA1793'DWELLING MARKED 640 AND 10.2 FEET SOUTHEAST OF THE SOUTHEAST
 GA1793'RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL, SET VERTICALLY IN
 GA1793'THE GROUND.  NOTE-- THIS MARK IS A RAIL WHICH EXTENDS OUT OF THE
 GA1793'GROUND APPROXIMATELY ONE FOOT OR A LITTLE MORE.  THE ONLY MARKING
 GA1793'ON THE RAIL WHICH COULD BE FOUND WAS WHAT LOOKED LIKE A LETTER X
 GA1793'ON THE TOP WHICH MAY HAVE BEEN CUT WITH A CHISEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1151 ***********************************************************************
 FC1151  DESIGNATION -  BM
 FC1151  PID         -  FC1151
 FC1151  STATE/COUNTY-  TN/HAMILTON
 FC1151  USGS QUAD   -  WAUHATCHIE (1976)
 FC1151
 FC1151                         *CURRENT SURVEY CONTROL
 FC1151  ___________________________________________________________________
 FC1151* NAD 83(1986)-  35 07 09.     (N)    085 23 03.     (W)     SCALED    
 FC1151* NAVD 88     -       202.139  (meters)     663.18   (feet)  ADJUSTED  
 FC1151  ___________________________________________________________________
 FC1151  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FC1151  DYNAMIC HT  -         201.935 (meters)     662.52  (feet)  COMP
 FC1151  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 FC1151
 FC1151  VERT ORDER  -  SECOND    CLASS 0
 FC1151
 FC1151.The horizontal coordinates were scaled from a topographic map and have
 FC1151.an estimated accuracy of +/- 6 seconds.
 FC1151
 FC1151.The orthometric height was determined by differential leveling
 FC1151.and adjusted by the National Geodetic Survey in June 1991..
 FC1151
 FC1151.The geoid height was determined by GEOID03.
 FC1151
 FC1151.The dynamic height is computed by dividing the NAVD 88
 FC1151.geopotential number by the normal gravity value computed on the
 FC1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1151.degrees latitude (g = 980.6199 gals.).
 FC1151
 FC1151.The modeled gravity was interpolated from observed gravity values.
 FC1151
 FC1151;                    North         East    Units  Estimated Accuracy
 FC1151;SPC TN       -    87,370.      656,140.      MT  (+/- 180 meters Scaled)
 FC1151
 FC1151                          SUPERSEDED SURVEY CONTROL
 FC1151
 FC1151  NGVD 29 (??/??/92)  202.164  (m)          663.27   (f) ADJ UNCH    2 0
 FC1151
 FC1151.Superseded values are not recommended for survey control.
 FC1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1151.See file dsdata.txt to determine how the superseded data were derived.
 FC1151
 FC1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD472874(NAD 83)
 FC1151_MARKER: DD = SURVEY DISK
 FC1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1151+STABILITY: SURFACE MOTION
 FC1151
 FC1151  HISTORY     - Date     Condition        Report By
 FC1151  HISTORY     - UNK      MONUMENTED       TNGS
 FC1151  HISTORY     - 1934     GOOD             NGS
 FC1151
 FC1151                          STATION DESCRIPTION
 FC1151
 FC1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1151'7.8 MI W FROM CHATTANOOGA.
 FC1151'7.8 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1151'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1151'ABOUT 1 MILE WEST OF THE BRIDGE OVER MIDDLE CREEK, ACROSS THE
 FC1151'HIGHWAY FROM THE GREEN CABIN OWNED IN 1934 BY FRANK EVANS,
 FC1151'AND 6 FEET SOUTH OF THE HIGHWAY.  A STATE SURVEY STANDARD
 FC1151'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0774 ***********************************************************************
 GD0774  DESIGNATION -  BM
 GD0774  PID         -  GD0774
 GD0774  STATE/COUNTY-  TN/OBION
 GD0774  USGS QUAD   -  HORNBEAK (1983)
 GD0774
 GD0774                         *CURRENT SURVEY CONTROL
 GD0774  ___________________________________________________________________
 GD0774* NAD 83(1986)-  36 19 55.     (N)    089 17 46.     (W)     SCALED    
 GD0774* NAVD 88     -       146.217  (meters)     479.71   (feet)  ADJUSTED  
 GD0774  ___________________________________________________________________
 GD0774  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0774  DYNAMIC HT  -         146.097 (meters)     479.32  (feet)  COMP
 GD0774  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GD0774
 GD0774  VERT ORDER  -  SECOND    CLASS 0
 GD0774
 GD0774.The horizontal coordinates were scaled from a topographic map and have
 GD0774.an estimated accuracy of +/- 6 seconds.
 GD0774
 GD0774.The orthometric height was determined by differential leveling
 GD0774.and adjusted by the National Geodetic Survey in June 1991..
 GD0774
 GD0774.The geoid height was determined by GEOID03.
 GD0774
 GD0774.The dynamic height is computed by dividing the NAVD 88
 GD0774.geopotential number by the normal gravity value computed on the
 GD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0774.degrees latitude (g = 980.6199 gals.).
 GD0774
 GD0774.The modeled gravity was interpolated from observed gravity values.
 GD0774
 GD0774;                    North         East    Units  Estimated Accuracy
 GD0774;SPC TN       -   226,730.      304,120.      MT  (+/- 180 meters Scaled)
 GD0774
 GD0774                          SUPERSEDED SURVEY CONTROL
 GD0774
 GD0774  NGVD 29 (??/??/??)  146.165  (m)          479.54   (f) ADJUSTED    2 0
 GD0774
 GD0774.Superseded values are not recommended for survey control.
 GD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0774.See file dsdata.txt to determine how the superseded data were derived.
 GD0774
 GD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF939232(NAD 83)
 GD0774_MARKER: DD = SURVEY DISK
 GD0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0774+STABILITY: SURFACE MOTION
 GD0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0774+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GD0774
 GD0774  HISTORY     - Date     Condition        Report By
 GD0774  HISTORY     - UNK      MONUMENTED       USGS
 GD0774  HISTORY     - 1935     GOOD             CGS
 GD0774  HISTORY     - 1967     GOOD             CGS
 GD0774  HISTORY     - 20020731 GOOD             USACE
 GD0774
 GD0774                          STATION DESCRIPTION
 GD0774
 GD0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0774'AT HORNBEAK.
 GD0774'AT HORNBEAK, OBION COUNTY, ON STATE HIGHWAY 21, WEST OF A COTTON
 GD0774'GIN, AT A TWO-STORY FRAME HOUSE, AND 4 INCHES SOUTH OF THE
 GD0774'SOUTHEAST CORNER OF THE CONCRETE-BLOCK PORCH.  A UNITED STATES
 GD0774'GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GD0774'POST.
 GD0774
 GD0774                          STATION RECOVERY (1967)
 GD0774
 GD0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0774'RECOVERED IN GOOD CONDITION.
 GD0774
 GD0774                          STATION RECOVERY (2002)
 GD0774
 GD0774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2316 ***********************************************************************
 FE2316  DESIGNATION -  BM 6
 FE2316  PID         -  FE2316
 FE2316  STATE/COUNTY-  TN/MADISON
 FE2316  USGS QUAD   -  CLAYBROOK (1980)
 FE2316
 FE2316                         *CURRENT SURVEY CONTROL
 FE2316  ___________________________________________________________________
 FE2316* NAD 83(1995)-  35 43 50.72707(N)    088 43 08.20799(W)     ADJUSTED  
 FE2316* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2316  ___________________________________________________________________
 FE2316  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2316  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2316
 FE2316  HORZ ORDER  -  SECOND
 FE2316
 FE2316.The horizontal coordinates were established by classical geodetic methods
 FE2316.and adjusted by the National Geodetic Survey in April 1999..
 FE2316
 FE2316.The orthometric height was scaled from a topographic map.
 FE2316
 FE2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2316
 FE2316.The geoid height was determined by GEOID03.
 FE2316
 FE2316;                    North         East     Units Scale Factor Converg.
 FE2316;SPC TN       -   158,459.251   354,063.090   MT  0.99995002   -1 35 30.4
 FE2316;SPC TN       -   519,878.39  1,161,621.99   sFT  0.99995002   -1 35 30.4
 FE2316;UTM  16      - 3,955,448.244   344,543.048   MT  0.99989780   -1 00 14.5
 FE2316
 FE2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2316!SPC TN       -   0.99997838  x   0.99995002  =   0.99992840
 FE2316!UTM  16      -   0.99997838  x   0.99989780  =   0.99987618
 FE2316
 FE2316                          SUPERSEDED SURVEY CONTROL
 FE2316
 FE2316  NAD 83(1995)-  35 43 50.73127(N)    088 43 08.21328(W) AD(       ) 2
 FE2316  NAD 83(1986)-  35 43 50.73849(N)    088 43 08.20876(W) AD(       ) 2
 FE2316  NAD 27      -  35 43 50.49640(N)    088 43 08.00720(W) AD(       ) 2
 FE2316
 FE2316.Superseded values are not recommended for survey control.
 FE2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2316.See file dsdata.txt to determine how the superseded data were derived.
 FE2316
 FE2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4454355448(NAD 83)
 FE2316_MARKER: DB = BENCH MARK DISK
 FE2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2316
 FE2316  HISTORY     - Date     Condition        Report By
 FE2316  HISTORY     - 1958     MONUMENTED       USGS
 FE2316
 FE2316                          STATION DESCRIPTION
 FE2316
 FE2316'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2316'THE STATION IS ABOUT 9 MILES NORTHEAST OF JACKSON AND 5 MILES
 FE2316'SOUTHEAST OF MEDINA ON THE PROPERTY OF MR. FELIX EXUM.  THE MARK
 FE2316'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 543 JDN
 FE2316'6 1949 SET IN THE TOP OF A 8X8 INCH CONCRETE POST THAT
 FE2316'PROJECTS 4 INCHES. IT IS 20 FEET SOUTH OF THE CENTERLINE OF A
 FE2316'GRAVELED ROAD, 4 FEET NORTHEAST OF AN EAST GATEPOST, AND 2 FEET
 FE2316'NORTH OF A FENCE.
 FE2316'
 FE2316'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2316'SQUARE IN JACKSON, GO EAST ON U.S. HIGHWAY 70, U.S.  HIGHWAY 45,
 FE2316'AND STATE HIGHWAY 20 FOR 0.3 MILE TO THEIR JUNCTION. GO NORTH AND
 FE2316'EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 20 FOR 5.7 MILES TO THEIR
 FE2316'JUNCTION. CONTINUE STRAIGHT AHEAD (NORTHEAST) ON U.S. HIGHWAY 70 FOR
 FE2316'4.2 MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO WEST ON
 FE2316'ASHPORT ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 FE2316'
 FE2316'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ASHPORT TO
 FE2316'6 (USGS). THE DISTANCE IS 8.1169 METERS, 26.794 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0601 ***********************************************************************
 GA0601  DESIGNATION -  BM N 30
 GA0601  PID         -  GA0601
 GA0601  STATE/COUNTY-  TN/WASHINGTON
 GA0601  USGS QUAD   -  ERWIN (1971)
 GA0601
 GA0601                         *CURRENT SURVEY CONTROL
 GA0601  ___________________________________________________________________
 GA0601* NAD 83(1986)-  36 10 35.     (N)    082 27 27.     (W)     SCALED    
 GA0601* NAVD 88     -       469.60   (+/-2cm)    1540.7    (feet)  VERTCON   
 GA0601  ___________________________________________________________________
 GA0601  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0601
 GA0601  VERT ORDER  -  ? (See Below)
 GA0601
 GA0601.The horizontal coordinates were scaled from a topographic map and have
 GA0601.an estimated accuracy of +/- 6 seconds.
 GA0601
 GA0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0601.The vertical order pertains to the NGVD 29 superseded value.
 GA0601
 GA0601.The geoid height was determined by GEOID03.
 GA0601
 GA0601;                    North         East    Units  Estimated Accuracy
 GA0601;SPC TN       -   210,250.      918,610.      MT  (+/- 180 meters Scaled)
 GA0601
 GA0601                          SUPERSEDED SURVEY CONTROL
 GA0601
 GA0601  NGVD 29 (??/??/92)  469.748  (m)         1541.16   (f) ADJ UNCH    ?  
 GA0601
 GA0601.Superseded values are not recommended for survey control.
 GA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0601.See file dsdata.txt to determine how the superseded data were derived.
 GA0601
 GA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA689044(NAD 83)
 GA0601_MARKER: DD = SURVEY DISK
 GA0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0601_SP_SET: ABUTMENT
 GA0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0601
 GA0601  HISTORY     - Date     Condition        Report By
 GA0601  HISTORY     - UNK      MONUMENTED       USGS
 GA0601  HISTORY     - 1938     GOOD             TVA
 GA0601
 GA0601                          STATION DESCRIPTION
 GA0601
 GA0601'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0601'AT EMBREEVILLE.
 GA0601'AT EMBREEVILLE, WASHINGTON COUNTY, ON STATE HIGHWAY 81, AT THE
 GA0601'STEEL HIGHWAY BRIDGE OVER NOLICHUCKY RIVER, AND IN THE ABUTMENT
 GA0601'ON THE LEFT BANK DOWNSTREAM SIDE.  A UNITED STATES GEOLOGICAL
 GA0601'SURVEY STANDARD GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0598 ***********************************************************************
 GA0598  DESIGNATION -  BM N 31
 GA0598  PID         -  GA0598
 GA0598  STATE/COUNTY-  TN/WASHINGTON
 GA0598  USGS QUAD   -  ERWIN (1971)
 GA0598
 GA0598                         *CURRENT SURVEY CONTROL
 GA0598  ___________________________________________________________________
 GA0598* NAD 83(1986)-  36 10 15.     (N)    082 26 45.     (W)     SCALED    
 GA0598* NAVD 88     -       480.29   (+/-2cm)    1575.8    (feet)  VERTCON   
 GA0598  ___________________________________________________________________
 GA0598  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0598
 GA0598  VERT ORDER  -  ? (See Below)
 GA0598
 GA0598.The horizontal coordinates were scaled from a topographic map and have
 GA0598.an estimated accuracy of +/- 6 seconds.
 GA0598
 GA0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0598.The vertical order pertains to the NGVD 29 superseded value.
 GA0598
 GA0598.The geoid height was determined by GEOID03.
 GA0598
 GA0598;                    North         East    Units  Estimated Accuracy
 GA0598;SPC TN       -   209,680.      919,680.      MT  (+/- 180 meters Scaled)
 GA0598
 GA0598                          SUPERSEDED SURVEY CONTROL
 GA0598
 GA0598  NGVD 29 (??/??/92)  480.431  (m)         1576.21   (f) ADJ UNCH    ?  
 GA0598
 GA0598.Superseded values are not recommended for survey control.
 GA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0598.See file dsdata.txt to determine how the superseded data were derived.
 GA0598
 GA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA699038(NAD 83)
 GA0598_MARKER: X = CHISELED CROSS
 GA0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0598_SP_SET: CULVERT
 GA0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0598
 GA0598  HISTORY     - Date     Condition        Report By
 GA0598  HISTORY     - UNK      MONUMENTED       TVA
 GA0598  HISTORY     - 1938     GOOD             TVA
 GA0598
 GA0598                          STATION DESCRIPTION
 GA0598
 GA0598'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0598'3.8 MI NW FROM ERWIN.
 GA0598'IN WASHINGTON COUNTY, 3.8 MILES NORTHWEST ALONG STATE HIGHWAY
 GA0598'81 FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0598'COUNTY, 1.5 MILES SOUTH OF EMBREEVILLE, AND ON THE UPSTREAM SIDE
 GA0598'OF THE CULVERT OVER DINKINS CREEK.  A CHISELED CROSS PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0568 ***********************************************************************
 FE0568  DESIGNATION -  BM USGS
 FE0568  PID         -  FE0568
 FE0568  STATE/COUNTY-  TN/HARDEMAN
 FE0568  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0568
 FE0568                         *CURRENT SURVEY CONTROL
 FE0568  ___________________________________________________________________
 FE0568* NAD 83(1986)-  35 18 47.     (N)    088 57 29.     (W)     SCALED    
 FE0568* NAVD 88     -       123.74   (+/-2cm)     406.0    (feet)  VERTCON   
 FE0568  ___________________________________________________________________
 FE0568  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0568
 FE0568  VERT ORDER  -  ? (See Below)
 FE0568
 FE0568.The horizontal coordinates were scaled from a topographic map and have
 FE0568.an estimated accuracy of +/- 6 seconds.
 FE0568
 FE0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0568.The vertical order pertains to the NGVD 29 superseded value.
 FE0568
 FE0568.The geoid height was determined by GEOID03.
 FE0568
 FE0568;                    North         East    Units  Estimated Accuracy
 FE0568;SPC TN       -   112,770.      331,040.      MT  (+/- 180 meters Scaled)
 FE0568
 FE0568                          SUPERSEDED SURVEY CONTROL
 FE0568
 FE0568  NGVD 29 (??/??/??)  123.738  (m)          405.96   (f) ADJUSTED    ?  
 FE0568
 FE0568.Superseded values are not recommended for survey control.
 FE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0568.See file dsdata.txt to determine how the superseded data were derived.
 FE0568
 FE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE219095(NAD 83)
 FE0568_MARKER: N = NAIL
 FE0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0568_SP_SET: RED OAK TREE
 FE0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0568
 FE0568  HISTORY     - Date     Condition        Report By
 FE0568  HISTORY     - UNK      MONUMENTED       USGS
 FE0568  HISTORY     - 1935     GOOD             CGS
 FE0568
 FE0568                          STATION DESCRIPTION
 FE0568
 FE0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0568'1.6 MI N FROM SHANDY.
 FE0568'1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0568'STATION AT SHANDY, HARDEMAN COUNTY, 90 FEET, SOUTHEAST OF BENCH
 FE0568'MARK T 64 DESCRIBED ABOVE, AT A ROAD CROSSING, 45 FEET SOUTH OF
 FE0568'THE ROAD, 45 FEET EAST OF THE TRACK, AND IN THE BASE OF A RED
 FE0568'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 FE0568'NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4381 ***********************************************************************
 AA4381  SACS        -  This is a Secondary Airport Control Station.
 AA4381  DESIGNATION -  BNA AP 1964 STA A2
 AA4381  PID         -  AA4381
 AA4381  STATE/COUNTY-  TN/DAVIDSON
 AA4381  USGS QUAD   -  ANTIOCH (1983)
 AA4381
 AA4381                         *CURRENT SURVEY CONTROL
 AA4381  ___________________________________________________________________
 AA4381* NAD 83(1995)-  36 07 03.13163(N)    086 41 13.74622(W)     ADJUSTED  
 AA4381* NAVD 88     -       181.21   (meters)     594.5    (feet)  GPS OBS   
 AA4381  ___________________________________________________________________
 AA4381  X           -     298,095.691 (meters)                     COMP
 AA4381  Y           -  -5,149,824.566 (meters)                     COMP
 AA4381  Z           -   3,738,824.494 (meters)                     COMP
 AA4381  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AA4381  ELLIP HEIGHT-         152.00  (meters)          (08/03/04) GPS OBS
 AA4381  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AA4381
 AA4381  HORZ ORDER  -  FIRST
 AA4381  ELLP ORDER  -  FOURTH    CLASS I
 AA4381
 AA4381.This mark is at Nashville Intl Airport (BNA)
 AA4381
 AA4381.The horizontal coordinates were established by GPS observations
 AA4381.and adjusted by the National Geodetic Survey in February 1999..
 AA4381
 AA4381.The orthometric height was determined by GPS observations and a
 AA4381.high-resolution geoid model.
 AA4381
 AA4381.GPS derived orthometric heights for airport stations designated as
 AA4381.PACS or SACS are published to 2 decimal places.  This maintains
 AA4381.centimeter relative accuracy between the PACS and SACS.  It does
 AA4381.not indicate centimeter accuracy relative to other marks which are
 AA4381.part of the NAVD 88 network.
 AA4381
 AA4381.Photographs are available for this station.
 AA4381
 AA4381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4381
 AA4381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4381
 AA4381.The ellipsoidal height was determined by GPS observations
 AA4381.and is referenced to NAD 83.
 AA4381
 AA4381.The geoid height was determined by GEOID03.
 AA4381
 AA4381;                    North         East     Units Scale Factor Converg.
 AA4381;SPC TN       -   198,173.912   538,138.878   MT  0.99996060   -0 24 08.2
 AA4381;SPC TN       -   650,175.58  1,765,543.97   sFT  0.99996060   -0 24 08.2
 AA4381;UTM  16      - 3,997,030.412   528,154.415   MT  0.99960977   +0 11 03.9
 AA4381
 AA4381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4381!SPC TN       -   0.99997614  x   0.99996060  =   0.99993675
 AA4381!UTM  16      -   0.99997614  x   0.99960977  =   0.99958592
 AA4381
 AA4381:                Primary Azimuth Mark                     Grid Az
 AA4381:SPC TN       -  BNA ARP 1964                             024 53 41.8
 AA4381:UTM  16      -  BNA ARP 1964                             024 18 29.7
 AA4381
 AA4381|---------------------------------------------------------------------|
 AA4381| PID    Reference Object                     Distance      Geod. Az  |
 AA4381|                                                           dddmmss.s |
 AA4381| AA4380 BNA ARP 1964                        APPROX. 1.1 KM 0242933.6 |
 AA4381|---------------------------------------------------------------------|
 AA4381
 AA4381                          SUPERSEDED SURVEY CONTROL
 AA4381
 AA4381  ELLIP H (02/25/99)  152.01   (m)                       GP(       ) 4 2
 AA4381  NAD 83(1995)-  36 07 03.13322(N)    086 41 13.74984(W) AD(       ) 1
 AA4381  NAD 83(1995)-  36 07 03.13323(N)    086 41 13.74984(W) AD(       ) 1
 AA4381  ELLIP H (09/30/94)  151.97   (m)                       GP(       ) 4 2
 AA4381  NGVD 29 (09/30/94)  181.22   (m)          594.6    (f) LEVELING    3  
 AA4381
 AA4381.Superseded values are not recommended for survey control.
 AA4381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4381.See file dsdata.txt to determine how the superseded data were derived.
 AA4381
 AA4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2815497030(NAD 83)
 AA4381_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4381_SP_SET: CONCRETE POST
 AA4381_STAMPING: AP 1964 STA A2
 AA4381_MARK LOGO: CGS   
 AA4381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4381+STABILITY: SURFACE MOTION
 AA4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4381+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AA4381
 AA4381  HISTORY     - Date     Condition        Report By
 AA4381  HISTORY     - 1964     MONUMENTED       CGS
 AA4381  HISTORY     - 20031010 GOOD             TNDT
 AA4381  HISTORY     - 20041125 GOOD             NGS
 AA4381  HISTORY     - 20060801 GOOD             NASHAP
 AA4381
 AA4381                          STATION DESCRIPTION
 AA4381
 AA4381'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 AA4381'LOCATED IN THE SOUTHWEST PORTION OF THE NASHVILLE INTERNATIONAL
 AA4381'AIRPORT IN NASHVILLE, TN. TO REACH FROM THE TERMINAL RAMP PROCEED
 AA4381'SOUTHWEST TO THE FIRST TAXIWAY SOUTH OF THE CENTER OF THE RAMP.
 AA4381'PROCEED VIA TAXIWAY WEST-SOUTHWEST ACROSS RUNWAY 13/31 TO THE JUNCTION
 AA4381'OF THREE TAXIWAYS.  TURN SOUTH ONTO THE TAXIWAY RUNNING PARALLEL TO
 AA4381'RUNWAY 2L/20R AND CONTINUE TO THE END OF THE TAXIWAY THEN WEST ACROSS
 AA4381'THE RUNWAY TO THE STATION IN THE GRASS SOUTH OF THE TAXIWAY AND WEST
 AA4381'OF THE RUNWAY. IT IS 206.71 FT (63.01 M) SW OF THE CENTERLINE END OF
 AA4381'RUNWAY 2L, 148.6 FT (45.3 M) SW OF THE NORTH CORNER OF AN ASPHALT PAD
 AA4381'OUTBOARD OF THE RUNWAY END, 100 FT (30.5 M) WEST OF THE EDGE OF THE
 AA4381'ASPHALT PAD, 113.8 FT (34.7 M) SW OF THE WESTERNMOST THRESHOLD LIGHT
 AA4381'(SHOWS GREEN AND RED) ON THE WEST SIDE OF THE RUNWAY END, 120.9 FT
 AA4381'(36.9 M) SSW OF THE FOURTH TAXIWAY LIGHT (SHOWS BLUE) WEST OF THE
 AA4381'RUNWAY.  IT IS ABOUT PERPENDICULAR TO A SET OF APPROACH LIGHTS AND A
 AA4381'LINE FORMED BY TAXIWAY LIGHTS (THE FOURTH TAXIWAY LIGHT) ON OPPOSITE
 AA4381'SIDES OF THE TAXIWAY. ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR
 AA4381'JOE MEADOR, AIRPORT ENGINEERING OFFICE, 615-275-1730. MR MEADOR IS
 AA4381'FAMILIAR WITH THE LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE
 AA4381'FIELD.
 AA4381
 AA4381                          STATION RECOVERY (2003)
 AA4381
 AA4381'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA4381'RECOVERED AS DESCRIBED.
 AA4381
 AA4381                          STATION RECOVERY (2004)
 AA4381
 AA4381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DLA)
 AA4381'RECOVERED AS DESCRIBED ON 25 NOV 2004
 AA4381
 AA4381                          STATION RECOVERY (2006)
 AA4381
 AA4381'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2006 (MDF)
 AA4381'RECOVERED AS DESCRIBED
 AA4381'PLEASE DELETE AS HE IS NO LONGER HERE CONTACT MR JOE MEADOR, AIRPORT
 AA4381'ENGINEERING OFFICE,615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4381'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4381' 
 AA4381'REPLACE WITH CONTACT MR MICHAEL FULGHUM, PLANNING, DESIGN, AND
 AA4381'CONSTRUCTION, 615-275-1645. MR FULGHUM IS FAMILIAR WITH THE LOCATION
 AA4381'OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4382 ***********************************************************************
 AA4382  SACS        -  This is a Secondary Airport Control Station.
 AA4382  DESIGNATION -  BNA AP 1964 STA B2
 AA4382  PID         -  AA4382
 AA4382  STATE/COUNTY-  TN/DAVIDSON
 AA4382  USGS QUAD   -  NASHVILLE EAST (1983)
 AA4382
 AA4382                         *CURRENT SURVEY CONTROL
 AA4382  ___________________________________________________________________
 AA4382* NAD 83(1995)-  36 08 18.18765(N)    086 40 44.31418(W)     ADJUSTED  
 AA4382* NAVD 88     -       167.51   (meters)     549.6    (feet)  GPS OBS   
 AA4382  ___________________________________________________________________
 AA4382  X           -     298,750.860 (meters)                     COMP
 AA4382  Y           -  -5,148,409.202 (meters)                     COMP
 AA4382  Z           -   3,740,685.003 (meters)                     COMP
 AA4382  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AA4382  ELLIP HEIGHT-         138.28  (meters)          (08/03/04) GPS OBS
 AA4382  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA4382
 AA4382  HORZ ORDER  -  FIRST
 AA4382  ELLP ORDER  -  FOURTH    CLASS I
 AA4382
 AA4382.This mark is at Nashville Intl Airport (BNA)
 AA4382
 AA4382.The horizontal coordinates were established by GPS observations
 AA4382.and adjusted by the National Geodetic Survey in February 1999..
 AA4382
 AA4382.The orthometric height was determined by GPS observations and a
 AA4382.high-resolution geoid model.
 AA4382
 AA4382.GPS derived orthometric heights for airport stations designated as
 AA4382.PACS or SACS are published to 2 decimal places.  This maintains
 AA4382.centimeter relative accuracy between the PACS and SACS.  It does
 AA4382.not indicate centimeter accuracy relative to other marks which are
 AA4382.part of the NAVD 88 network.
 AA4382
 AA4382.Photographs are available for this station.
 AA4382
 AA4382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4382
 AA4382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4382
 AA4382.The ellipsoidal height was determined by GPS observations
 AA4382.and is referenced to NAD 83.
 AA4382
 AA4382.The geoid height was determined by GEOID03.
 AA4382
 AA4382;                    North         East     Units Scale Factor Converg.
 AA4382;SPC TN       -   200,482.052   538,890.924   MT  0.99996246   -0 23 51.0
 AA4382;SPC TN       -   657,748.20  1,768,011.31   sFT  0.99996246   -0 23 51.0
 AA4382;UTM  16      - 3,999,345.319   528,882.528   MT  0.99961028   +0 11 21.6
 AA4382
 AA4382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4382!SPC TN       -   0.99997830  x   0.99996246  =   0.99994076
 AA4382!UTM  16      -   0.99997830  x   0.99961028  =   0.99958859
 AA4382
 AA4382:                Primary Azimuth Mark                     Grid Az
 AA4382:SPC TN       -  BNA ARP 1964                             192 23 11.8
 AA4382:UTM  16      -  BNA ARP 1964                             191 47 59.2
 AA4382
 AA4382|---------------------------------------------------------------------|
 AA4382| PID    Reference Object                     Distance      Geod. Az  |
 AA4382|                                                           dddmmss.s |
 AA4382| AA4380 BNA ARP 1964                        APPROX. 1.3 KM 1915920.8 |
 AA4382|---------------------------------------------------------------------|
 AA4382
 AA4382                          SUPERSEDED SURVEY CONTROL
 AA4382
 AA4382  ELLIP H (02/25/99)  138.28   (m)                       GP(       ) 4 2
 AA4382  NAD 83(1995)-  36 08 18.18930(N)    086 40 44.31787(W) AD(       ) 1
 AA4382  NAD 83(1995)-  36 08 18.18932(N)    086 40 44.31786(W) AD(       ) 1
 AA4382  ELLIP H (09/30/94)  138.24   (m)                       GP(       ) 4 2
 AA4382  NGVD 29 (09/30/94)  167.56   (m)          549.7    (f) LEVELING    3  
 AA4382
 AA4382.Superseded values are not recommended for survey control.
 AA4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4382.See file dsdata.txt to determine how the superseded data were derived.
 AA4382
 AA4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2888399345(NAD 83)
 AA4382_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4382_SP_SET: CONCRETE POST
 AA4382_STAMPING: AP 1964 STA B2
 AA4382_MARK LOGO: CGS   
 AA4382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4382+STABILITY: SURFACE MOTION
 AA4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4382+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AA4382
 AA4382  HISTORY     - Date     Condition        Report By
 AA4382  HISTORY     - 1964     MONUMENTED       CGS
 AA4382  HISTORY     - 20031010 GOOD             TNDT
 AA4382  HISTORY     - 20041125 GOOD             TNDT
 AA4382  HISTORY     - 20060801 GOOD             NASHAP
 AA4382
 AA4382                          STATION DESCRIPTION
 AA4382
 AA4382'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 AA4382'LOCATED AT THE NORTH CENTRAL PORTION OF THE NASHVILLE INTERNATIONAL
 AA4382'AIRPORT IN NASHVILLE, TN. TO REACH FROM THE TERMINAL RAMP PROCEED
 AA4382'NORTH ON THE TERMINAL RAMP TO THE NORTHERNMOST TAXIWAY LEADING WEST.
 AA4382'TAKE TAXIWAY WEST THEN NORTH TO RUNWAY END 20R.  CROSS RUNWAY TO
 AA4382'STATION NORTHWEST OF THE END OF THE RUNWAY ABOUT PERPENDICULAR TO THE
 AA4382'END OF PAVING OUTBOARD OF THE RUNWAY END AND TAXIWAY LIGHTS (SHOW
 AA4382'BLUE) ON OPPOSITE SIDES OF THE TAXIWAY (THE FIRST TAXIWAY LIGHT WEST
 AA4382'OF A STROBE LIGHT). IT IS 232.0 FT (70.7 M) NW OF THE CENTERLINE END
 AA4382'OF RUNWAY 20R, 175.07 FT (53.36 M) W OF THE CENTERLINE EXTENDED OF
 AA4382'RUNWAY 2L/20R, 152.6 FT (46.5 M) N OF THE EDGE OF THE TAXIWAY AND
 AA4382'100.0 FT (30.5 M) W OF THE EDGE OF THE PAVEMENT OUTBOARD OF THE RUNWAY
 AA4382'END. ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR JOE MEADOR, AIRPORT
 AA4382'ENGINEERING OFFICE, 615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4382'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4382
 AA4382                          STATION RECOVERY (2003)
 AA4382
 AA4382'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA4382'RECOVERED AS DESCRIBED.
 AA4382
 AA4382                          STATION RECOVERY (2004)
 AA4382
 AA4382'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (DLA)
 AA4382'RECOVERED AS DESCRIBED ON 25 NOV 2004
 AA4382
 AA4382                          STATION RECOVERY (2006)
 AA4382
 AA4382'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2006 (MDF)
 AA4382'RECOVERED AS DESCRIBED
 AA4382'PLEASE DELETE AS HE IS NO LONGER HERE CONTACT MR JOE MEADOR, AIRPORT
 AA4382'ENGINEERING OFFICE,615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4382'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4382' 
 AA4382'REPLACE WITH CONTACT MR MICHAEL FULGHUM, PLANNING, DESIGN, AND
 AA4382'CONSTRUCTION, 615-275-1645. MR FULGHUM IS FAMILIAR WITH THE LOCATION
 AA4382'OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4380 ***********************************************************************
 AA4380  CBN         -  This is a Cooperative Base Network Control Station.
 AA4380  PACS        -  This is a Primary Airport Control Station.
 AA4380  DESIGNATION -  BNA ARP 1964
 AA4380  PID         -  AA4380
 AA4380  STATE/COUNTY-  TN/DAVIDSON
 AA4380  USGS QUAD   -  NASHVILLE EAST (1983)
 AA4380
 AA4380                         *CURRENT SURVEY CONTROL
 AA4380  ___________________________________________________________________
 AA4380* NAD 83(1995)-  36 07 35.77114(N)    086 40 55.41712(W)     ADJUSTED  
 AA4380* NAVD 88     -       175.84   (meters)     576.9    (feet)  GPS OBS   
 AA4380  ___________________________________________________________________
 AA4380  X           -     298,518.737 (meters)                     COMP
 AA4380  Y           -  -5,149,201.633 (meters)                     COMP
 AA4380  Z           -   3,739,633.978 (meters)                     COMP
 AA4380  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA4380  ELLIP HEIGHT-         146.62  (meters)          (08/03/04) GPS OBS
 AA4380  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AA4380
 AA4380  HORZ ORDER  -  B
 AA4380  ELLP ORDER  -  FOURTH    CLASS I
 AA4380
 AA4380.This mark is at Nashville Intl Airport (BNA)
 AA4380
 AA4380.The horizontal coordinates were established by GPS observations
 AA4380.and adjusted by the National Geodetic Survey in February 1999..
 AA4380
 AA4380.The orthometric height was determined by GPS observations and a
 AA4380.high-resolution geoid model.
 AA4380
 AA4380.GPS derived orthometric heights for airport stations designated as
 AA4380.PACS or SACS are published to 2 decimal places.  This maintains
 AA4380.centimeter relative accuracy between the PACS and SACS.  It does
 AA4380.not indicate centimeter accuracy relative to other marks which are
 AA4380.part of the NAVD 88 network.
 AA4380
 AA4380.Photographs are available for this station.
 AA4380
 AA4380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4380
 AA4380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4380
 AA4380.The ellipsoidal height was determined by GPS observations
 AA4380.and is referenced to NAD 83.
 AA4380
 AA4380.The geoid height was determined by GEOID03.
 AA4380
 AA4380;                    North         East     Units Scale Factor Converg.
 AA4380;SPC TN       -   199,176.675   538,604.238   MT  0.99996139   -0 23 57.5
 AA4380;SPC TN       -   653,465.47  1,767,070.74   sFT  0.99996139   -0 23 57.5
 AA4380;UTM  16      - 3,998,037.535   528,609.322   MT  0.99961008   +0 11 14.8
 AA4380
 AA4380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4380!SPC TN       -   0.99997699  x   0.99996139  =   0.99993838
 AA4380!UTM  16      -   0.99997699  x   0.99961008  =   0.99958708
 AA4380
 AA4380:                Primary Azimuth Mark                     Grid Az
 AA4380:SPC TN       -  BNA AP 1964 STA B2                       012 23 11.7
 AA4380:UTM  16      -  BNA AP 1964 STA B2                       011 47 59.4
 AA4380
 AA4380|---------------------------------------------------------------------|
 AA4380| PID    Reference Object                     Distance      Geod. Az  |
 AA4380|                                                           dddmmss.s |
 AA4380| AA4382 BNA AP 1964 STA B2                  APPROX. 1.3 KM 0115914.2 |
 AA4380| AA4381 BNA AP 1964 STA A2                  APPROX. 1.1 KM 2042944.4 |
 AA4380|---------------------------------------------------------------------|
 AA4380
 AA4380                          SUPERSEDED SURVEY CONTROL
 AA4380
 AA4380  ELLIP H (02/25/99)  146.63   (m)                       GP(       ) 4 2
 AA4380  NAD 83(1995)-  36 07 35.77278(N)    086 40 55.42074(W) AD(       ) B
 AA4380  ELLIP H (09/30/94)  146.59   (m)                       GP(       ) 4 2
 AA4380  NGVD 29 (09/30/94)  175.86   (m)          577.0    (f) LEVELING    3  
 AA4380
 AA4380.Superseded values are not recommended for survey control.
 AA4380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4380.See file dsdata.txt to determine how the superseded data were derived.
 AA4380
 AA4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2860998038(NAD 83)
 AA4380_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4380_SP_SET: CONCRETE POST
 AA4380_STAMPING: ARP 1964
 AA4380_MARK LOGO: CGS   
 AA4380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4380+STABILITY: SURFACE MOTION
 AA4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4380+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AA4380
 AA4380  HISTORY     - Date     Condition        Report By
 AA4380  HISTORY     - 1964     MONUMENTED       CGS
 AA4380  HISTORY     - 20031010 GOOD             TNDT
 AA4380  HISTORY     - 20041125 GOOD             NGS
 AA4380  HISTORY     - 20060801 GOOD             NASHAP
 AA4380
 AA4380                          STATION DESCRIPTION
 AA4380
 AA4380'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 AA4380'LOCATED NEAR THE MIDDLE OF THE NASHVILLE INTERNATIONAL AIRPORT IN
 AA4380'NASHVILLE, TN. TO REACH FROM THE TERMINAL RAMP PROCEED SOUTHWEST TO
 AA4380'THE FIRST TAXIWAY SOUTH OF THE CENTER OF THE RAMP.  PROCEED VIA
 AA4380'TAXIWAY WEST-SOUTHWEST ACROSS RUNWAY 13/31 TO THE JUNCTION OF THREE
 AA4380'TAXIWAYS.  TURN SOUTH ONTO THE TAXIWAY RUNNING PARALLEL TO RUNWAY
 AA4380'2L/20R AND CONTINUE TO THE STATION BETWEEN THE TAXIWAY AND RUNWAY
 AA4380'ABOUT HALFWAY BETWEEN THE TAXIWAY JUNCTION MENTIONED ABOVE AND AN EAST
 AA4380'WEST SERVICE ROAD. STATION IS INDICATED WITH A FIBERGLASS WITNESS SIGN
 AA4380'ADJACENT TO THE STATION. IT IS 208.9 FT (63.7 M) EAST OF THE FIFTH
 AA4380'RUNWAY LIGHT (SHOWS WHITE)SW OF THE INTERSECTION OF RUNWAY 2L/20R AND
 AA4380'A TAXIWAY RUNNING PARALLEL TO RUNWAY 13/31, 190.4 FT (58.0 M) ESE OF
 AA4380'THE FOURTH RUNWAY LIGHT FROM THE SAME INTERSECTION AND 182.7 FT (55.7
 AA4380'M) E OF THE E EDGE OF RUNWAY 2L/20R. ACCESS TO THE FIELD IS
 AA4380'CONTROLLED.  CONTACT MR JOE MEADOR, AIRPORT ENGINEERING OFFICE,
 AA4380'615-275-1730. MR MEADOR IS FAMILIAR WITH THE LOCATION OF MARKS AND CAN
 AA4380'ARRANGE ACCESS TO THE FIELD.
 AA4380
 AA4380                          STATION RECOVERY (2003)
 AA4380
 AA4380'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA4380'RECOVERED AS DESCRIBED.
 AA4380
 AA4380                          STATION RECOVERY (2004)
 AA4380
 AA4380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DLA)
 AA4380'RECOVERED AS DESCRIBED ON 25 NOV 2004
 AA4380
 AA4380                          STATION RECOVERY (2006)
 AA4380
 AA4380'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2006 (MDF)
 AA4380'RECOVERED AS DESCRIBED
 AA4380'PLEASE DELETE AS HE IS NO LONGER HERE CONTACT MR JOE MEADOR, AIRPORT
 AA4380'ENGINEERING OFFICE,615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4380'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4380' 
 AA4380'REPLACE WITH CONTACT MR MICHAEL FULGHUM, PLANNING, DESIGN, AND
 AA4380'CONSTRUCTION, 615-275-1645. MR FULGHUM IS FAMILIAR WITH THE LOCATION
 AA4380'OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1489 ***********************************************************************
 GD1489  DESIGNATION -  BOAZ
 GD1489  PID         -  GD1489
 GD1489  STATE/COUNTY-  TN/HENRY
 GD1489  USGS QUAD   -  MC KENZIE (1985)
 GD1489
 GD1489                         *CURRENT SURVEY CONTROL
 GD1489  ___________________________________________________________________
 GD1489* NAD 83(1995)-  36 09 08.85497(N)    088 31 17.90743(W)     ADJUSTED  
 GD1489* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 GD1489  ___________________________________________________________________
 GD1489  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1489  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1489
 GD1489  HORZ ORDER  -  SECOND
 GD1489
 GD1489.The horizontal coordinates were established by classical geodetic methods
 GD1489.and adjusted by the National Geodetic Survey in April 1999..
 GD1489
 GD1489.The orthometric height was scaled from a topographic map.
 GD1489
 GD1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1489
 GD1489.The geoid height was determined by GEOID03.
 GD1489
 GD1489;                    North         East     Units Scale Factor Converg.
 GD1489;SPC TN       -   204,754.860   373,111.301   MT  0.99996379   -1 28 34.6
 GD1489;SPC TN       -   671,766.57  1,224,115.99   sFT  0.99996379   -1 28 34.6
 GD1489;UTM  16      - 4,001,931.115   363,117.638   MT  0.99983087   -0 53 52.1
 GD1489
 GD1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1489!SPC TN       -   0.99998122  x   0.99996379  =   0.99994501
 GD1489!UTM  16      -   0.99998122  x   0.99983087  =   0.99981209
 GD1489
 GD1489|---------------------------------------------------------------------|
 GD1489| PID    Reference Object                     Distance      Geod. Az  |
 GD1489|                                                           dddmmss.s |
 GD1489| CG3270 BOAZ RM 1                            61.289 METERS 03759     |
 GD1489| CG3269 BOAZ AZ MK                                         1552239.9 |
 GD1489| GD1490 MCKENZIE MUNICIPAL TANK             APPROX. 2.5 KM 1742659.4 |
 GD1489| GD1491 MCKENZIE TALL STACK                 APPROX. 2.1 KM 1833434.2 |
 GD1489| CG3271 BOAZ RM 2                            40.700 METERS 29159     |
 GD1489|---------------------------------------------------------------------|
 GD1489
 GD1489                          SUPERSEDED SURVEY CONTROL
 GD1489
 GD1489  NAD 83(1995)-  36 09 08.85595(N)    088 31 17.91254(W) AD(       ) 2
 GD1489  NAD 83(1995)-  36 09 08.85601(N)    088 31 17.91257(W) AD(       ) 2
 GD1489  NAD 83(1986)-  36 09 08.86609(N)    088 31 17.90559(W) AD(       ) 2
 GD1489  NAD 27      -  36 09 08.64300(N)    088 31 17.71900(W) AD(       ) 2
 GD1489
 GD1489.Superseded values are not recommended for survey control.
 GD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1489.See file dsdata.txt to determine how the superseded data were derived.
 GD1489
 GD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6311801931(NAD 83)
 GD1489_MARKER: DS = TRIANGULATION STATION DISK
 GD1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1489_STAMPING: BOAZ 1934
 GD1489_MARK LOGO: CGS   
 GD1489
 GD1489  HISTORY     - Date     Condition        Report By
 GD1489  HISTORY     - 1934     MONUMENTED       CGS
 GD1489  HISTORY     - 1951     GOOD             CGS
 GD1489  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GD1489  HISTORY     - 1972     GOOD             NGS
 GD1489  HISTORY     - 19910501 GOOD             USPSQD
 GD1489
 GD1489                          STATION DESCRIPTION
 GD1489
 GD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1489'ABOUT 1 MILE NORTH OF MC KENZIE, 0.4 MILE EAST OF
 GD1489'HENRY-CARROLL-WEAKLEY TRICOUNTY CORNER, ON OR NEAR
 GD1489'HENRY-CARROLL COUNTY LINE, AND ON PROPERTY BELONGING TO JOHN BOAZ
 GD1489'AND RENTED BY MC ELROY AND MONTGOMERY.  TO REACH FROM LYNN HOTEL IN
 GD1489'MC KENZIE, FOLLOW STATE ROUTE 22 NORTH AND WEST 0.35 MILE,
 GD1489'CONTINUE STRAIGHT AHEAD ON MAGNOLIA STREET WHERE ROUTE 22 TURNS
 GD1489'WEST AND GO 1.05 MILES, AND JUST BEFORE REACHING SMALL BRIDGE
 GD1489'TURN LEFT INTO LANE LEADING TO HOUSE AND FOLLOW LANE ABOUT 225 YARDS
 GD1489'BEYOND HOUSE TO FIELD AND STATION SITE ON HIGH GROUND, IN EAST-WEST
 GD1489'FENCE LINE SEPARATING TWO FIELDS, ABOUT 225 YARDS WEST OF HOUSE,
 GD1489'47 YARDS WEST OF FENCE CORNER, AND 29 FEET WEST OF CLUMP OF
 GD1489'PEACH TREES.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1489'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GD1489'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 GD1489'1 IS IN NORTH-SOUTH FENCE LINE, 37 FEET NORTH OF 14-INCH HOLLY TREE,
 GD1489'AND 201.08 FEET FROM STATION N 37 DEG 59 MIN E.  NO. 2 IS
 GD1489'ALONG EAST-WEST FENCE LINE, 2 FEET SOUTH OF FENCE, AND 133.53 FEET
 GD1489'FROM STATION N 68 DEG 01 MIN W.  AZIMUTH MARK IS IN YARD OF
 GD1489'W. R. MONTGOMERY, TENANT OF MRS. B. P. MOORE, 15 FEET NORTHEAST OF
 GD1489'NORTHEAST CORNER OF PORCH, 35 FEET WEST OF CENTER LINE OF ROAD, AND
 GD1489'0.4 MILE FROM STATION S 24 DEG 37 MIN E.
 GD1489
 GD1489                          STATION RECOVERY (1951)
 GD1489
 GD1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GD1489'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 GD1489'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION AND THE TO REACH
 GD1489'DESCRIPTION IS ADEQUATE.
 GD1489
 GD1489                          STATION RECOVERY (1967)
 GD1489
 GD1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1489'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1489'CONDITION. FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1489'
 GD1489'THE STATION IS ABOUT 1.0 MILE NORTH OF MC KENZIE, 0.4 OF A MILE EAST
 GD1489'OF THE HENRY-CARROLL-WEAKLEY TRI-COUNTY CORNER, ON OR NEAR THE
 GD1489'HENRY-CARROLL COUNTY LINE, AND ON THE PROPERTY OF THE WILKER BROS.
 GD1489'OF NEW YORK, N.Y.
 GD1489'
 GD1489'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTHEAST CORNER
 GD1489'OF THE SQUARE IN MC KENZIE, GO WEST ON CEDAR AVE. STATE ROUTE 124 FOR
 GD1489'0.2 MILE TO STONEWALL STREET STATE ROUTE 124.  HERE TURN RIGHT
 GD1489'AND GO NORTH ON STONEWALL STREET FOR 0.15 MILE TO A TRAFFIC LIGHT
 GD1489'WHERE STATE ROUTE 124 TURNS LEFT, CONTINUE STRAIGHT AHEAD, NORTH, ON
 GD1489'STONEWALL ST. AND GO 0.6 MILE TO MOORE AVENUE.  HERE TURN RIGHT,
 GD1489'EAST, ON MOORE AVE. AND GO 0.1 MILE TO COMO STREET, TURN LEFT, NORTH,
 GD1489'ON COMO ST. AND GO 0.1 MILE TO JOY DRIVE AND THE AZIMUTH MARK IN
 GD1489'THE NORTHWEST ANGLE.  HERE CONTINUE NORTH ON COMO ST. FOR 0.3 MILE
 GD1489'TO THE MOST NORTHERLY ONE OF TWO DRIVEWAYS LEFT, TURN LEFT ON THIS
 GD1489'DRIVEWAY AND GO WESTERLY FOR 0.1 MILE TO A GROUP OF FARM BUILDINGS,
 GD1489'PASS BETWEEN THE FARM HOUSE AND A CEMENT BLOCK SHED AND CONTINUE WEST
 GD1489'AND NORTH ON A FARM ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 GD1489'IN A CULTIVATED FIELD AS DESCRIBED.
 GD1489'
 GD1489'THE STATION IS 158 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER POST,
 GD1489'106 FEET WEST OF A SOUTHWEST FENCE CORNER POST AND 0.8 OF A FOOT
 GD1489'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1489'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 GD1489'INCHES AND THE DISK IS STAMPED BOAZ 1934.
 GD1489'
 GD1489'REFERENCE MARK NO. 1 IS 201.08 FEET NORTHEAST OF THE STATION, 143
 GD1489'FEET NORTH OF A FENCE CORNER AND SMALL METAL SHED, 38 FEET
 GD1489'NORTH-NORTHWEST OF A 30-INCH HOLLY TREE, 24 FEET SOUTH OF AN 8-INCH
 GD1489'BLACK CHERRY TREE, 21 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD1489'FARM ROAD, AND 0.5 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN
 GD1489'IN A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1489'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 GD1489'STAMPED BOAZ NO 1 1934.
 GD1489'
 GD1489'REFERENCE MARK NO. 2 IS 133.53 FEET WEST-NORTHWEST OF THE STATION IN
 GD1489'A CULTIVATED FIELD AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GD1489'AND SIGN.
 GD1489'
 GD1489'DUE TO A FEEDER ON LINE, IT WAS NOT POSSIBLE TO MEASURE BETWEEN THE
 GD1489'REFERENCE MARKS.
 GD1489'
 GD1489'THE AZIMUTH MARK IS IN YARD OF MR. B. P. MOORE IN THE NORTHWEST ANGLE
 GD1489'OF THE INTERSECTION OF COMO ST. AND JOY DR., 91 FEET NORTH OF THE
 GD1489'APPROXIMATE CENTER OF JOY DR., 32 FEET WEST OF THE APPROXIMATE
 GD1489'CENTER OF COMO ST., 21 FEET NORTH OF A 20-INCH MAPLE TREE, 14 FEET
 GD1489'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 GD1489'HOUSE, 11 FEET EAST OF A 24-INCH MAPLE TREE, AND 7 FEET WEST OF A
 GD1489'30-INCH MAPLE TREE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GD1489'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 7
 GD1489'INCHES AND THE DISK IS STAMPED BOAZ AZI 1934.
 GD1489'
 GD1489'NOTE - THE WITNESS POST WAS SET IN THE CULTIVATED FIELD AT REFERENCE
 GD1489'MARK NO. 2 AT THE REQUEST OF THE TENANT.
 GD1489'
 GD1489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1489'NORTH OF MC KENZIE.
 GD1489
 GD1489                          STATION RECOVERY (1972)
 GD1489
 GD1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GD1489'THIS STATION WAS VISITED 6-29-72 AND ALL MARKS FOUND AND RECOVERED
 GD1489'EXACTLY AS DESCRIBED IN THE 1967 RECOVERY NOTE WITH THE ONE
 GD1489'FOLLOWING CHANGE.  THE SMALL METAL SHED IN THE SOUTHWEST CORNER OF
 GD1489'THE FENCE HAS BEEN TORN DOWN.  THE STATION WAS NOT OCCUPIED THIS
 GD1489'DATE.
 GD1489'
 GD1489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 GD1489'NORTH OF MCKENZIE.
 GD1489
 GD1489                          STATION RECOVERY (1991)
 GD1489
 GD1489'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBP)
 GD1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0625 ***********************************************************************
 GB0625  DESIGNATION -  BOB
 GB0625  PID         -  GB0625
 GB0625  STATE/COUNTY-  TN/CAMPBELL
 GB0625  USGS QUAD   -  LA FOLLETTE (1990)
 GB0625
 GB0625                         *CURRENT SURVEY CONTROL
 GB0625  ___________________________________________________________________
 GB0625* NAD 83(1995)-  36 25 39.92338(N)    084 00 05.82539(W)     ADJUSTED  
 GB0625* NAVD 88     -       336.965  (meters)    1105.53   (feet)  ADJUSTED  
 GB0625  ___________________________________________________________________
 GB0625  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 GB0625  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0625  DYNAMIC HT  -         336.661 (meters)    1104.53  (feet)  COMP
 GB0625  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0625
 GB0625  HORZ ORDER  -  SECOND
 GB0625  VERT ORDER  -  SECOND    CLASS 0
 GB0625
 GB0625.The horizontal coordinates were established by classical geodetic methods
 GB0625.and adjusted by the National Geodetic Survey in April 1999..
 GB0625
 GB0625.The orthometric height was determined by differential leveling
 GB0625.and adjusted by the National Geodetic Survey in June 1991..
 GB0625
 GB0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0625
 GB0625.The geoid height was determined by GEOID03.
 GB0625
 GB0625.The dynamic height is computed by dividing the NAVD 88
 GB0625.geopotential number by the normal gravity value computed on the
 GB0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0625.degrees latitude (g = 980.6199 gals.).
 GB0625
 GB0625.The modeled gravity was interpolated from observed gravity values.
 GB0625
 GB0625;                    North         East     Units Scale Factor Converg.
 GB0625;SPC TN       -   234,208.809   779,191.307   MT  1.00000199   +1 10 11.8
 GB0625;SPC TN       -   768,400.07  2,556,396.81   sFT  1.00000199   +1 10 11.8
 GB0625;UTM  16      - 4,035,573.387   768,806.585   MT  1.00049035   +1 46 53.5
 GB0625;UTM  17      - 4,035,582.418   230,903.197   MT  1.00049228   -1 47 00.4
 GB0625
 GB0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0625!SPC TN       -   0.99995186  x   1.00000199  =   0.99995385
 GB0625!UTM  16      -   0.99995186  x   1.00049035  =   1.00044218
 GB0625!UTM  17      -   0.99995186  x   1.00049228  =   1.00044411
 GB0625
 GB0625:                Primary Azimuth Mark                     Grid Az
 GB0625:SPC TN       -  LAME                                     062 53 03.2
 GB0625:UTM  16      -  LAME                                     062 16 21.5
 GB0625:UTM  17      -  LAME                                     065 50 15.4
 GB0625
 GB0625|---------------------------------------------------------------------|
 GB0625| PID    Reference Object                     Distance      Geod. Az  |
 GB0625|                                                           dddmmss.s |
 GB0625| GA2323 LAME                                APPROX. 3.2 KM 0640315.0 |
 GB0625| GB0626 BOB RM 1                             32.962 METERS 19747     |
 GB0625| GB0624 BOB RM 2                             34.542 METERS 26240     |
 GB0625|---------------------------------------------------------------------|
 GB0625
 GB0625                          SUPERSEDED SURVEY CONTROL
 GB0625
 GB0625  NAD 83(1995)-  36 25 39.92430(N)    084 00 05.82713(W) AD(       ) 2
 GB0625  NAD 83(1995)-  36 25 39.93111(N)    084 00 05.82858(W) AD(       ) 2
 GB0625  NAD 83(1986)-  36 25 39.93402(N)    084 00 05.82676(W) AD(       ) 2
 GB0625  NAD 27      -  36 25 39.64559(N)    084 00 06.10502(W) AD(       ) 2
 GB0625  NGVD 29 (??/??/92)  337.093  (m)         1105.95   (f) ADJ UNCH    2 0
 GB0625
 GB0625.Superseded values are not recommended for survey control.
 GB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0625.See file dsdata.txt to determine how the superseded data were derived.
 GB0625
 GB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6880735573(NAD 83)
 GB0625_MARKER: DD = SURVEY DISK
 GB0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0625_STAMPING: BOB 1964
 GB0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0625+STABILITY: SURFACE MOTION
 GB0625
 GB0625  HISTORY     - Date     Condition        Report By
 GB0625  HISTORY     - 1964     MONUMENTED       TNHD
 GB0625  HISTORY     - 1965     GOOD             TNHD
 GB0625
 GB0625                          STATION DESCRIPTION
 GB0625
 GB0625'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0625'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF LAFOLLETTE.
 GB0625'
 GB0625'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0625'ROUTE 63 IN LAFOLLETTE,
 GB0625'GO 7.6 MILES NORTHEAST ON STATE ROUTE 63 TO A
 GB0625'GRAVELED ROAD ON THE RIGHT, JUST
 GB0625'WEST OF A CHURCH, AND THE STATION ON
 GB0625'THE RIGHT.
 GB0625'
 GB0625'THE STATION MARK IS 43 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB0625'ROUTE 63, 42 FEET NORTHWEST
 GB0625'OF A 26-INCH WALNUT TREE, 29 FEET WEST OF THE
 GB0625'APPROXIMATE CENTER OF THE GRAVELED
 GB0625'ROAD, 11 FEET WEST OF A FENCE
 GB0625'CORNER AND 6.6 FEET SOUTH-SOUTHWEST OF A WITNESS
 GB0625'POST.  THE SURFACE
 GB0625'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0625'DISKS AND THE
 GB0625'DISKS ARE STAMPED BOB 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GB0625'INCHES BELOW THE SURFACE.
 GB0625'THE SURFACE DISK IS SET IN A 10-INCH
 GB0625'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0625'
 GB0625'REFERENCE MARK NO. 1 IS 95 FEET SOUTHEAST OF A 12-INCH WALNUT TREE,
 GB0625'89 FEET WEST OF THE
 GB0625'APPROXIMATE CENTER OF THE GRAVELED ROAD, 88 FEET
 GB0625'SOUTHWEST OF A 26-INCH WALNUT
 GB0625'TREE AND 75 FEET WEST OF A FENCE.  IT
 GB0625'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0625'CEMENTED FLUSH IN A
 GB0625'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED BOB RM-1
 GB0625'1964.
 GB0625'
 GB0625'REFERENCE MARK NO. 2 IS 61 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0625'STATE ROUTE 63, 41.5 FEET
 GB0625'SOUTH OF A FENCE AND 24 FEET NORTHWEST OF A 12-INCH
 GB0625'WALNUT TREE.  IT IS A STANDARD
 GB0625'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0625'CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GB0625'BEDROCK AND THE DISK IS
 GB0625'STAMPED BOB RM-2 1964.
 GB0625'
 GB0625'THE U. S. COAST AND GEODETIC AND STATE SURVEY MARK NO. 621 WILL SERVE
 GB0625'AS THE AZIMUTH MARK.
 GB0625'IT IS 51 FEET NORTH OF A 50-INCH ELM TREE, 9 FEET
 GB0625'SOUTH OF A 10-INCH CEDAR TREE, 2
 GB0625'FEET EAST OF A FENCE AND 0.8 FOOT
 GB0625'SOUTH OF A WITNESS POST.  IT IS A U.  S.  COAST AND
 GB0625'GEODETIC AND STATE
 GB0625'SURVEY METAL DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT,
 GB0625'PROJECTING 17
 GB0625'INCHES, AND THE DISK IS STAMPED 621.
 GB0625'
 GB0625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.05 MILE NORTHEAST ON
 GB0625'STATE ROUTE 63 TO THE
 GB0625'MARK ON THE LEFT ABOUT 140 FEET NORTH OF THE ROAD.
 GB0625'
 GB0625'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB0625'
 GB0625'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB0625
 GB0625                          STATION RECOVERY (1965)
 GB0625
 GB0625'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0625'7.6 MI NE FROM LA FOLLETTE.
 GB0625'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GB0625'LA FOLLETTE, GO 7.6 MILES NORTHEAST ON STATE ROUTE 63 TO A
 GB0625'GRAVELED ROAD ON THE RIGHT, JUST WEST OF A CHURCH, AND THE MARK
 GB0625'ON THE RIGHT, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB0625'ROUTE 63, 42 FEET NORTHWEST OF A 26-INCH WALNUT TREE, 29 FEET
 GB0625'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 11 FEET
 GB0625'WEST OF A FENCE CORNER AND 6.6 FEET SOUTH-SOUTHWEST OF A METAL
 GB0625'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GB0625'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0625'MONUMENT, STAMPED BOB 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0626 ***********************************************************************
 GB0626  DESIGNATION -  BOB RM 1
 GB0626  PID         -  GB0626
 GB0626  STATE/COUNTY-  TN/CAMPBELL
 GB0626  USGS QUAD   -  LA FOLLETTE (1990)
 GB0626
 GB0626                         *CURRENT SURVEY CONTROL
 GB0626  ___________________________________________________________________
 GB0626* NAD 83(1986)-  36 25 39.     (N)    084 00 06.     (W)     SCALED    
 GB0626* NAVD 88     -       332.929  (meters)    1092.28   (feet)  ADJUSTED  
 GB0626  ___________________________________________________________________
 GB0626  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0626  DYNAMIC HT  -         332.629 (meters)    1091.30  (feet)  COMP
 GB0626  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0626
 GB0626  VERT ORDER  -  SECOND    CLASS 0
 GB0626
 GB0626.The horizontal coordinates were scaled from a topographic map and have
 GB0626.an estimated accuracy of +/- 6 seconds.
 GB0626
 GB0626.The orthometric height was determined by differential leveling
 GB0626.and adjusted by the National Geodetic Survey in June 1991..
 GB0626
 GB0626.The geoid height was determined by GEOID03.
 GB0626
 GB0626.The dynamic height is computed by dividing the NAVD 88
 GB0626.geopotential number by the normal gravity value computed on the
 GB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0626.degrees latitude (g = 980.6199 gals.).
 GB0626
 GB0626.The modeled gravity was interpolated from observed gravity values.
 GB0626
 GB0626;                    North         East    Units  Estimated Accuracy
 GB0626;SPC TN       -   234,180.      779,190.      MT  (+/- 180 meters Scaled)
 GB0626
 GB0626                          SUPERSEDED SURVEY CONTROL
 GB0626
 GB0626  NGVD 29 (??/??/92)  333.057  (m)         1092.70   (f) ADJ UNCH    2 0
 GB0626
 GB0626.Superseded values are not recommended for survey control.
 GB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0626.See file dsdata.txt to determine how the superseded data were derived.
 GB0626
 GB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688355(NAD 83)
 GB0626_MARKER: DD = SURVEY DISK
 GB0626_SETTING: 66 = SET IN ROCK OUTCROP
 GB0626_SP_SET: BEDROCK
 GB0626_STAMPING: BOB RM-1 1964
 GB0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0626+STABILITY: POSITION/ELEVATION WELL
 GB0626
 GB0626  HISTORY     - Date     Condition        Report By
 GB0626  HISTORY     - 1964     MONUMENTED       TNHD
 GB0626  HISTORY     - 1965     GOOD             TNHD
 GB0626
 GB0626                          STATION DESCRIPTION
 GB0626
 GB0626'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0626'7.6 MI NE FROM LA FOLLETTE.
 GB0626'THIS MARK IS LOCATED AT THE BOB 1964 STATION SITE, 95 FEET
 GB0626'SOUTHEAST OF A 12-INCH WALNUT TREE, 89 FEET WEST OF THE
 GB0626'APPROXIMATE CENTER OF THE GRAVELED ROAD, 88 FEET SOUTHWEST OF A
 GB0626'26-INCH WALNUT TREE AND 75 FEET WEST OF A FENCE.  THE MARK IS
 GB0626'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GB0626'DRILLED HOLE IN OUT-CROPPING BEDROCK, STAMPED BOB RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0624 ***********************************************************************
 GB0624  DESIGNATION -  BOB RM 2
 GB0624  PID         -  GB0624
 GB0624  STATE/COUNTY-  TN/CAMPBELL
 GB0624  USGS QUAD   -  LA FOLLETTE (1990)
 GB0624
 GB0624                         *CURRENT SURVEY CONTROL
 GB0624  ___________________________________________________________________
 GB0624* NAD 83(1986)-  36 25 39.     (N)    084 00 06.     (W)     SCALED    
 GB0624* NAVD 88     -       334.689  (meters)    1098.06   (feet)  ADJUSTED  
 GB0624  ___________________________________________________________________
 GB0624  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0624  DYNAMIC HT  -         334.388 (meters)    1097.07  (feet)  COMP
 GB0624  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0624
 GB0624  VERT ORDER  -  SECOND    CLASS 0
 GB0624
 GB0624.The horizontal coordinates were scaled from a topographic map and have
 GB0624.an estimated accuracy of +/- 6 seconds.
 GB0624
 GB0624.The orthometric height was determined by differential leveling
 GB0624.and adjusted by the National Geodetic Survey in June 1991..
 GB0624
 GB0624.The geoid height was determined by GEOID03.
 GB0624
 GB0624.The dynamic height is computed by dividing the NAVD 88
 GB0624.geopotential number by the normal gravity value computed on the
 GB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0624.degrees latitude (g = 980.6199 gals.).
 GB0624
 GB0624.The modeled gravity was interpolated from observed gravity values.
 GB0624
 GB0624;                    North         East    Units  Estimated Accuracy
 GB0624;SPC TN       -   234,180.      779,190.      MT  (+/- 180 meters Scaled)
 GB0624
 GB0624                          SUPERSEDED SURVEY CONTROL
 GB0624
 GB0624  NGVD 29 (??/??/92)  334.817  (m)         1098.48   (f) ADJ UNCH    2 0
 GB0624
 GB0624.Superseded values are not recommended for survey control.
 GB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0624.See file dsdata.txt to determine how the superseded data were derived.
 GB0624
 GB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688355(NAD 83)
 GB0624_MARKER: DD = SURVEY DISK
 GB0624_SETTING: 66 = SET IN ROCK OUTCROP
 GB0624_SP_SET: BEDROCK
 GB0624_STAMPING: BOB RM-2 1964
 GB0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0624+STABILITY: POSITION/ELEVATION WELL
 GB0624
 GB0624  HISTORY     - Date     Condition        Report By
 GB0624  HISTORY     - 1964     MONUMENTED       TNHD
 GB0624  HISTORY     - 1965     GOOD             TNHD
 GB0624
 GB0624                          STATION DESCRIPTION
 GB0624
 GB0624'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0624'7.6 MI NE FROM LA FOLLETTE.
 GB0624'THIS MARK IS LOCATED AT THE BOB 1964 STATION SITE, 61 FEET
 GB0624'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 41.5 FEET
 GB0624'SOUTH OF A FENCE AND 24 FEET NORTHWEST OF A 12-INCH WALNUT
 GB0624'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0624'CEMENTED FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK,
 GB0624'STAMPED BOB RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0090 ***********************************************************************
 GC0090  DESIGNATION -  BOBI
 GC0090  PID         -  GC0090
 GC0090  STATE/COUNTY-  TN/SUMNER
 GC0090  USGS QUAD   -  WESTMORELAND (1979)
 GC0090
 GC0090                         *CURRENT SURVEY CONTROL
 GC0090  ___________________________________________________________________
 GC0090* NAD 83(1986)-  36 37 10.     (N)    086 13 58.     (W)     SCALED    
 GC0090* NAVD 88     -       257.629  (meters)     845.24   (feet)  ADJUSTED  
 GC0090  ___________________________________________________________________
 GC0090  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0090  DYNAMIC HT  -         257.421 (meters)     844.56  (feet)  COMP
 GC0090  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GC0090
 GC0090  VERT ORDER  -  SECOND    CLASS 0
 GC0090
 GC0090.The horizontal coordinates were scaled from a topographic map and have
 GC0090.an estimated accuracy of +/- 6 seconds.
 GC0090
 GC0090.The orthometric height was determined by differential leveling
 GC0090.and adjusted by the National Geodetic Survey in June 1991..
 GC0090
 GC0090.The geoid height was determined by GEOID03.
 GC0090
 GC0090.The dynamic height is computed by dividing the NAVD 88
 GC0090.geopotential number by the normal gravity value computed on the
 GC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0090.degrees latitude (g = 980.6199 gals.).
 GC0090
 GC0090.The modeled gravity was interpolated from observed gravity values.
 GC0090
 GC0090;                    North         East    Units  Estimated Accuracy
 GC0090;SPC TN       -   253,680.      579,180.      MT  (+/- 180 meters Scaled)
 GC0090
 GC0090                          SUPERSEDED SURVEY CONTROL
 GC0090
 GC0090  NGVD 29 (??/??/??)  257.77   (m)          845.7    (f) RESET       3  
 GC0090
 GC0090.Superseded values are not recommended for survey control.
 GC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0090.See file dsdata.txt to determine how the superseded data were derived.
 GC0090
 GC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF686529(NAD 83)
 GC0090_MARKER: DD = SURVEY DISK
 GC0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0090_STAMPING: BOBI 1961
 GC0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0090+STABILITY: SURFACE MOTION
 GC0090
 GC0090  HISTORY     - Date     Condition        Report By
 GC0090  HISTORY     - 1961     MONUMENTED       TNHD
 GC0090
 GC0090                          STATION DESCRIPTION
 GC0090
 GC0090'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0090'8 MI NE FROM WESTMORELAND.
 GC0090'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 52 IN
 GC0090'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 3.5 MILES TO A
 GC0090'GRAVLED ROAD RIGHT, TURN RIGHT AND GO EAST 1.8 MILES TO A
 GC0090'T-ROAD LEFT, TURN LEFT AND GO NORTH 0.75 MILE TO A CEMETERY
 GC0090'LEFT AND A DRIVEWAY RIGHT, TURN RIGHT AND GO EAST 0.15 MILE TO A
 GC0090'HOUSE AND A TRACK ROAD LEFT, TURN LEFT ON TRACK ROAD AND GO
 GC0090'NORTH FOR 0.3 MILE TO THE STATION.  THE STATION IS 12 FEET
 GC0090'WEST OF AN 18-INCH SASSAFRAS TREE, 1 FOOT NORTH OF A FENCE,
 GC0090'0.7 FEET NORTH OF A WITNESS POST, SET IN A 10-INCH SQUARE,
 GC0090'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2079 ***********************************************************************
 GC2079  DESIGNATION -  BOBI
 GC2079  PID         -  GC2079
 GC2079  STATE/COUNTY-  TN/SUMNER
 GC2079  USGS QUAD   -  WESTMORELAND (1979)
 GC2079
 GC2079                         *CURRENT SURVEY CONTROL
 GC2079  ___________________________________________________________________
 GC2079* NAD 83(1995)-  36 37 10.27073(N)    086 13 58.05490(W)     ADJUSTED  
 GC2079* NAVD 88     -       257.62   (+/-2cm)     845.2    (feet)  VERTCON   
 GC2079  ___________________________________________________________________
 GC2079  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GC2079  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2079
 GC2079  HORZ ORDER  -  SECOND
 GC2079  VERT ORDER  -  THIRD ? (See Below)
 GC2079
 GC2079.The horizontal coordinates were established by classical geodetic methods
 GC2079.and adjusted by the National Geodetic Survey in April 1999..
 GC2079
 GC2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2079.The vertical order pertains to the NGVD 29 superseded value.
 GC2079
 GC2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2079
 GC2079.The geoid height was determined by GEOID03.
 GC2079
 GC2079;                    North         East     Units Scale Factor Converg.
 GC2079;SPC TN       -   253,684.210   579,175.055   MT  1.00004227   -0 08 10.6
 GC2079;SPC TN       -   832,295.61  1,900,176.83   sFT  1.00004227   -0 08 10.6
 GC2079;SPC KY1Z     - 1,031,875.607 1,456,806.619   MT  1.00014322   -0 17 47.1
 GC2079;SPC KY1Z     - 3,385,411.89  4,779,539.72   sFT  1.00014322   -0 17 47.1
 GC2079;SPC KY S     -   531,869.662   456,811.823   MT  1.00002261   -0 17 34.1
 GC2079;SPC KY S     - 1,744,975.72  1,498,723.46   sFT  1.00002261   -0 17 34.1
 GC2079;UTM  16      - 4,052,939.784   568,602.275   MT  0.99965798   +0 27 27.6
 GC2079
 GC2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2079!SPC TN       -   0.99996422  x   1.00004227  =   1.00000649
 GC2079!SPC KY1Z     -   0.99996422  x   1.00014322  =   1.00010743
 GC2079!SPC KY S     -   0.99996422  x   1.00002261  =   0.99998683
 GC2079!UTM  16      -   0.99996422  x   0.99965798  =   0.99962221
 GC2079
 GC2079|---------------------------------------------------------------------|
 GC2079| PID    Reference Object                     Distance      Geod. Az  |
 GC2079|                                                           dddmmss.s |
 GC2079| GC0089 BOBI RM 2                            16.529 METERS 09820     |
 GC2079| GC0094 SCOTT                               APPROX. 1.7 KM 1820248.2 |
 GC2079| GC0091 BOBI RM 1                            17.477 METERS 27706     |
 GC2079|---------------------------------------------------------------------|
 GC2079
 GC2079                          SUPERSEDED SURVEY CONTROL
 GC2079
 GC2079  NAD 83(1995)-  36 37 10.27084(N)    086 13 58.05510(W) AD(       ) 2
 GC2079  NAD 83(1995)-  36 37 10.28000(N)    086 13 58.05827(W) AD(       ) 2
 GC2079  NAD 83(1986)-  36 37 10.28064(N)    086 13 58.05842(W) AD(       ) 2
 GC2079  NAD 27      -  36 37 10.12840(N)    086 13 58.10480(W) AD(       ) 2
 GC2079  NGVD 29 (07/19/86)  257.73   (m)          845.6    (f) LEVELING    3  
 GC2079
 GC2079.Superseded values are not recommended for survey control.
 GC2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2079.See file dsdata.txt to determine how the superseded data were derived.
 GC2079
 GC2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6860252940(NAD 83)
 GC2079_MARKER: DD = SURVEY DISK
 GC2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2079
 GC2079  HISTORY     - Date     Condition        Report By
 GC2079  HISTORY     - 1961     MONUMENTED       TNHD
 GC2079
 GC2079                          STATION DESCRIPTION
 GC2079
 GC2079'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2079'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WESTMORELAND.
 GC2079'
 GC2079'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2079'ROUTE 52 IN WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 3.5 MILES
 GC2079'TO A GRAVELED ROAD RIGHT, TURN RIGHT, EAST, AND GO 1.8 MILES TO A
 GC2079'T-ROAD LEFT, TURN LEFT, NORTH, AND GO 0.75 MILE TO A CEMETERY AND
 GC2079'A DRIVE ON THE RIGHT, TURN RIGHT, EAST, AND GO 0.15 MILE TO A HOUSE
 GC2079'AND A TRACK ROAD LEFT.  HERE TURN LEFT, NORTH, ON THIS TRACK ROAD
 GC2079'AND GO UPHILL THROUGH A GAP IN A RAIL FENCE FOR 0.3 MILE TO THE
 GC2079'STATION AS DESCRIBED.
 GC2079'
 GC2079'THE STATION IS 12 FEET WEST OF AN 18-INCH SASSAFRAS TREE, 1 FOOT
 GC2079'NORTH OF A FENCE AND 0.7 OF A FOOT NORTH OF A WITNESS POST. THE
 GC2079'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2079'DEPARTMENT DISKS, STAMPED BOBI 1961. THE UNDERGROUND MARK IS
 GC2079'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC2079'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 GC2079'
 GC2079'REFERENCE MARK NO. 1 IS 11 FEET EAST OF AN 8-INCH SASSAFRAS TREE AND
 GC2079'1 FOOT NORTH OF A FENCE. THE MARK IS A STANDARD
 GC2079'TENNESSEE
 GC2079'HIGHWAY DEPARTMENT DISK SET IN A
 GC2079'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES, AND THE
 GC2079'DISK IS STAMPED BOBI RM-1 1961.
 GC2079'
 GC2079'REFERENCE MARK NO. 2 IS 7 FEET EAST OF AN 8-INCH SASSAFRAS TREE AND 1
 GC2079'FOOT NORTH OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2079'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 GC2079'PROJECTS 3 INCHES, AND THE DISK IS STAMPED BOBI RM-2 1961.
 GC2079'
 GC2079'TRAVERSE STATION CREEK 1961 IS VISIBLE FROM THE GROUND AND WILL SERVE
 GC2079'AS AN AZIMUTH MARK. SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0091 ***********************************************************************
 GC0091  DESIGNATION -  BOBI RM 1
 GC0091  PID         -  GC0091
 GC0091  STATE/COUNTY-  TN/SUMNER
 GC0091  USGS QUAD   -  WESTMORELAND (1979)
 GC0091
 GC0091                         *CURRENT SURVEY CONTROL
 GC0091  ___________________________________________________________________
 GC0091* NAD 83(1986)-  36 37 10.     (N)    086 13 58.     (W)     SCALED    
 GC0091* NAVD 88     -       257.643  (meters)     845.28   (feet)  ADJUSTED  
 GC0091  ___________________________________________________________________
 GC0091  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0091  DYNAMIC HT  -         257.435 (meters)     844.60  (feet)  COMP
 GC0091  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GC0091
 GC0091  VERT ORDER  -  SECOND    CLASS 0
 GC0091
 GC0091.The horizontal coordinates were scaled from a topographic map and have
 GC0091.an estimated accuracy of +/- 6 seconds.
 GC0091
 GC0091.The orthometric height was determined by differential leveling
 GC0091.and adjusted by the National Geodetic Survey in June 1991..
 GC0091
 GC0091.The geoid height was determined by GEOID03.
 GC0091
 GC0091.The dynamic height is computed by dividing the NAVD 88
 GC0091.geopotential number by the normal gravity value computed on the
 GC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0091.degrees latitude (g = 980.6199 gals.).
 GC0091
 GC0091.The modeled gravity was interpolated from observed gravity values.
 GC0091
 GC0091;                    North         East    Units  Estimated Accuracy
 GC0091;SPC TN       -   253,680.      579,180.      MT  (+/- 180 meters Scaled)
 GC0091
 GC0091                          SUPERSEDED SURVEY CONTROL
 GC0091
 GC0091  NGVD 29 (??/??/92)  257.746  (m)          845.62   (f) ADJ UNCH    2 0
 GC0091
 GC0091.Superseded values are not recommended for survey control.
 GC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0091.See file dsdata.txt to determine how the superseded data were derived.
 GC0091
 GC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF686529(NAD 83)
 GC0091_MARKER: DR = REFERENCE MARK DISK
 GC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0091_STAMPING: BOBI RM-1 1961
 GC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0091+STABILITY: SURFACE MOTION
 GC0091
 GC0091  HISTORY     - Date     Condition        Report By
 GC0091  HISTORY     - 1961     MONUMENTED       TNHD
 GC0091
 GC0091                          STATION DESCRIPTION
 GC0091
 GC0091'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0091'8 MI NE FROM WESTMORELAND.
 GC0091'THIS MARK IS LOCATED AT THE BOBI 1961 STATION SITE, 11 FEET
 GC0091'EAST OF AN 8-INCH SASSAFRAS TREE, 1 FOOT NORTH OF A FENCE,
 GC0091'57.3 FEET WEST OF THE STATION AND SET IN A 10-INCH SQUARE,
 GC0091'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0089 ***********************************************************************
 GC0089  DESIGNATION -  BOBI RM 2
 GC0089  PID         -  GC0089
 GC0089  STATE/COUNTY-  TN/SUMNER
 GC0089  USGS QUAD   -  WESTMORELAND (1979)
 GC0089
 GC0089                         *CURRENT SURVEY CONTROL
 GC0089  ___________________________________________________________________
 GC0089* NAD 83(1986)-  36 37 10.     (N)    086 13 58.     (W)     SCALED    
 GC0089* NAVD 88     -       257.254  (meters)     844.01   (feet)  ADJUSTED  
 GC0089  ___________________________________________________________________
 GC0089  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0089  DYNAMIC HT  -         257.047 (meters)     843.33  (feet)  COMP
 GC0089  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GC0089
 GC0089  VERT ORDER  -  SECOND    CLASS 0
 GC0089
 GC0089.The horizontal coordinates were scaled from a topographic map and have
 GC0089.an estimated accuracy of +/- 6 seconds.
 GC0089
 GC0089.The orthometric height was determined by differential leveling
 GC0089.and adjusted by the National Geodetic Survey in June 1991..
 GC0089
 GC0089.The geoid height was determined by GEOID03.
 GC0089
 GC0089.The dynamic height is computed by dividing the NAVD 88
 GC0089.geopotential number by the normal gravity value computed on the
 GC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0089.degrees latitude (g = 980.6199 gals.).
 GC0089
 GC0089.The modeled gravity was interpolated from observed gravity values.
 GC0089
 GC0089;                    North         East    Units  Estimated Accuracy
 GC0089;SPC TN       -   253,680.      579,180.      MT  (+/- 180 meters Scaled)
 GC0089
 GC0089                          SUPERSEDED SURVEY CONTROL
 GC0089
 GC0089  NGVD 29 (??/??/92)  257.358  (m)          844.35   (f) ADJ UNCH    2 0
 GC0089
 GC0089.Superseded values are not recommended for survey control.
 GC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0089.See file dsdata.txt to determine how the superseded data were derived.
 GC0089
 GC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF686529(NAD 83)
 GC0089_MARKER: DR = REFERENCE MARK DISK
 GC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0089_STAMPING: BOBI RM-2 1961
 GC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0089+STABILITY: SURFACE MOTION
 GC0089
 GC0089  HISTORY     - Date     Condition        Report By
 GC0089  HISTORY     - 1961     MONUMENTED       TNHD
 GC0089
 GC0089                          STATION DESCRIPTION
 GC0089
 GC0089'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0089'8 MI NE FROM WESTMORELAND.
 GC0089'THIS MARK IS LOCATED AT THE BOBI 1961 STATION SITE, 7 FEET EAST
 GC0089'OF AN 8-INCH SASSAFRAS TREE, 1 FOOT NORTH OF A FENCE, AND 54.2
 GC0089'FEET EAST OF THE STATION.  THE MARK IS SET IN TOP OF A 10-INCH
 GC0089'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE
 GC0089'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1621 ***********************************************************************
 FD1621  DESIGNATION -  BOLD
 FD1621  PID         -  FD1621
 FD1621  STATE/COUNTY-  TN/HUMPHREYS
 FD1621  USGS QUAD   -  BUCKSNORT (1968)
 FD1621
 FD1621                         *CURRENT SURVEY CONTROL
 FD1621  ___________________________________________________________________
 FD1621* NAD 83(1995)-  35 58 56.04911(N)    087 41 51.34569(W)     ADJUSTED  
 FD1621* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 FD1621  ___________________________________________________________________
 FD1621  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD1621  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1621
 FD1621  HORZ ORDER  -  SECOND
 FD1621
 FD1621.The horizontal coordinates were established by classical geodetic methods
 FD1621.and adjusted by the National Geodetic Survey in April 1999..
 FD1621
 FD1621.The orthometric height was scaled from a topographic map.
 FD1621
 FD1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1621
 FD1621.The geoid height was determined by GEOID03.
 FD1621
 FD1621;                    North         East     Units Scale Factor Converg.
 FD1621;SPC TN       -   184,272.136   446,919.228   MT  0.99995173   -0 59 37.8
 FD1621;SPC TN       -   604,566.17  1,466,267.50   sFT  0.99995173   -0 59 37.8
 FD1621;UTM  16      - 3,982,203.090   437,112.746   MT  0.99964873   -0 24 35.6
 FD1621
 FD1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1621!SPC TN       -   0.99996950  x   0.99995173  =   0.99992123
 FD1621!UTM  16      -   0.99996950  x   0.99964873  =   0.99961824
 FD1621
 FD1621|---------------------------------------------------------------------|
 FD1621| PID    Reference Object                     Distance      Geod. Az  |
 FD1621|                                                           dddmmss.s |
 FD1621| CG5643 BOLD RM 1                            41.502 METERS 15754     |
 FD1621| CG5642 BOLD AZ MK                                         2831021.5 |
 FD1621| CG5644 BOLD RM 2                            39.606 METERS 35406     |
 FD1621|---------------------------------------------------------------------|
 FD1621
 FD1621                          SUPERSEDED SURVEY CONTROL
 FD1621
 FD1621  NAD 83(1995)-  35 58 56.05121(N)    087 41 51.34972(W) AD(       ) 2
 FD1621  NAD 83(1986)-  35 58 56.05921(N)    087 41 51.34709(W) AD(       ) 2
 FD1621  NAD 27      -  35 58 55.83500(N)    087 41 51.27400(W) AD(       ) 2
 FD1621
 FD1621.Superseded values are not recommended for survey control.
 FD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1621.See file dsdata.txt to determine how the superseded data were derived.
 FD1621
 FD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3711382203(NAD 83)
 FD1621_MARKER: DS = TRIANGULATION STATION DISK
 FD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1621
 FD1621  HISTORY     - Date     Condition        Report By
 FD1621  HISTORY     - 1934     MONUMENTED       CGS
 FD1621  HISTORY     - 1952     GOOD             CGS
 FD1621
 FD1621                          STATION DESCRIPTION
 FD1621
 FD1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1621'ABOUT 9 MILES SOUTHEAST OF WAVERLY, 4.75 MILES EAST-NORTHEAST OF
 FD1621'HURRICANE MILLS,
 FD1621'1.75 MILES NORTHWEST OF BOLD SPRINGS, ON DIVIDE
 FD1621'BETWEEN TUMBLING AND HURRICANE
 FD1621'CREEKS, AT HEAD OF BISSELL AND
 FD1621'MCCALLUM BRANCHES OF HURRICANE CREEK AND LUTEN
 FD1621'HOLLOW FROM TUMBLING
 FD1621'CREEK, NEAR NORTHERN END OF SUMMIT, 30.8 FEET SOUTHEAST OF
 FD1621'12-INCH BLACK
 FD1621'OAK WITH TRIANGULAR BLAZE, AND 19 FEET NORTH-NORTHWEST OF
 FD1621'18-INCH BLACK OAK.  TO
 FD1621'REACH FROM COURTHOUSE AT WAVERLY, FOLLOW U S
 FD1621'ROUTE 70 EAST 0.25 MILE AND TURN RIGHT
 FD1621'(SOUTH) ONTO ROUTE 13 AT SIGN
 FD1621'LINDEN 42, FOLLOW ROUTE 13 SOUTH 3.8 MILES (OR 1.65 MILES
 FD1621'BEYOND BLUE CREEK
 FD1621'BRIDGE) AND BEAR LEFT ONTO GRAVEL ROAD AT UNPAINTED HOUSE,
 FD1621'FOLLOW THIS MAIN ROAD UP
 FD1621'VALLEY 5.55 MILES AND TURN LEFT UP DIM ROAD
 FD1621'ABOUT 150 YARDS BEYOND POINT WHERE TOP OF
 FD1621'GRADE IS REACHED AND 55
 FD1621'YARDS BEYOND OAK ON LEFT WITH TRIANGULAR BLAZE, FOLLOW
 FD1621'BLAZED ABOUT 0.5
 FD1621'MILE TO FOOT OF RISE, THEN FOLLOW DIM RIGHT FORK ABOUT 200 YARDS
 FD1621'TO HIGHEST POINT AND
 FD1621'STATION.  SURFACE AND UNDERGROUND MARKS ARE
 FD1621'STANDARD STATION DISKS IN CONCRETE.
 FD1621'UPPER MARK
 FD1621'PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH
 FD1621'MARKS ARE
 FD1621'STANDARD REFERENCE DISKS IN CONCRETE, PROJECTING 9 INCHES
 FD1621'ABOVE GROUND.  NO
 FD1621'1 IS ALONG DOWNWARD SLOPE, 20 FEET SOUTHEAST OF
 FD1621'TWIN 12-INCH OAK, AND 136.16 FEET
 FD1621'(SLOPE DISTANCE) FROM STATION.
 FD1621'NO 2 IS ALONG DOWNWARD
 FD1621'SLOPE OF RIDGE AND
 FD1621'129.94 FEET FROM STATION.  AZIMUTH MARK
 FD1621'IS 0.25 MILE FROM
 FD1621'COUNTY ROAD ALONG ROAD LEADING TO STATION, 18 FEET
 FD1621'WEST OF CENTER LINE OF ROAD, 10
 FD1621'FEET EAST-SOUTHEAST OF BLAZED BLACK
 FD1621'OAK, AND 0.25 MILE FROM STATION.
 FD1621
 FD1621                          STATION RECOVERY (1952)
 FD1621
 FD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1621'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 FD1621'CONDITION.  DISTANCES TO ALL
 FD1621'MARKS CHECKED.  THE DIRECTIONS TO THE REFERENCE
 FD1621'MARKS CHECKED.  THE DIRECTION TO
 FD1621'THE AZIMUTH MARK FAILED TO CHECK.
 FD1621'THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 FD1621'OF THE FOLLOWING.
 FD1621'STATION IS ON PROPERTY OWNED BY MR JOHN YOUNG.  A WHITE WITNESS POST
 FD1621'WAS SET 5 FEET
 FD1621'NORTH OF THE STATION AND ANOTHER ONE WAS SET 2 FEET
 FD1621'NORTH OF THE AZIMUTH MARK.  A NEW
 FD1621'TO REACH FOLLOWS.
 FD1621'
 FD1621'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN WAVERLY,
 FD1621'GO SOUTH ON STATE HIGHWAY
 FD1621'13 FOR 3.7 MILES TO A GRAVEL ROAD LEFT, TURN LEFT
 FD1621'AND FOLLOW THE GRAVEL ROAD EAST AND
 FD1621'SOUTH FOR 3.3 MILES TO A STEEL
 FD1621'BRIDGE, CONTINUE FOR 2.4 MILES TO A WOODS ROAD LEFT,
 FD1621'0.1 MILE PAST A
 FD1621'HOUSE, TURN LEFT AND FOLLOW THE WOODS ROAD FOR 0.3 MILE TO THE
 FD1621'AZIMUTH MARK ON
 FD1621'THE LEFT, CONTINUE FOR 0.2 MILE TO A FORK, TAKE RIGHT
 FD1621'FOR AND GO 0.2 MILE TO THE STATION
 FD1621'ON THE LEFT.
 FD1621'
 FD1621'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1621'
 FD1621'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0590 ***********************************************************************
 FE0590  DESIGNATION -  BOLIVAR 1
 FE0590  PID         -  FE0590
 FE0590  STATE/COUNTY-  TN/HARDEMAN
 FE0590  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0590
 FE0590                         *CURRENT SURVEY CONTROL
 FE0590  ___________________________________________________________________
 FE0590* NAD 83(1986)-  35 15 23.     (N)    088 59 14.     (W)     SCALED    
 FE0590* NAVD 88     -       138.170  (meters)     453.31   (feet)  ADJUSTED  
 FE0590  ___________________________________________________________________
 FE0590  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0590  DYNAMIC HT  -         138.043 (meters)     452.90  (feet)  COMP
 FE0590  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FE0590
 FE0590  VERT ORDER  -  SECOND    CLASS 0
 FE0590
 FE0590.The horizontal coordinates were scaled from a topographic map and have
 FE0590.an estimated accuracy of +/- 6 seconds.
 FE0590
 FE0590.The orthometric height was determined by differential leveling
 FE0590.and adjusted by the National Geodetic Survey in June 1991..
 FE0590
 FE0590.The geoid height was determined by GEOID03.
 FE0590
 FE0590.The dynamic height is computed by dividing the NAVD 88
 FE0590.geopotential number by the normal gravity value computed on the
 FE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0590.degrees latitude (g = 980.6199 gals.).
 FE0590
 FE0590.The modeled gravity was interpolated from observed gravity values.
 FE0590
 FE0590;                    North         East    Units  Estimated Accuracy
 FE0590;SPC TN       -   106,560.      328,200.      MT  (+/- 180 meters Scaled)
 FE0590
 FE0590                          SUPERSEDED SURVEY CONTROL
 FE0590
 FE0590  NGVD 29 (??/??/??)  138.157  (m)          453.27   (f) ADJUSTED    2 0
 FE0590
 FE0590.Superseded values are not recommended for survey control.
 FE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0590.See file dsdata.txt to determine how the superseded data were derived.
 FE0590
 FE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE192032(NAD 83)
 FE0590_MARKER: P = PIPE CAP
 FE0590_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE0590_SP_SET: DRIVEN INTO GROUND
 FE0590_STAMPING: BOLIVAR 1
 FE0590_MARK LOGO: DOD   
 FE0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0590+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE0590
 FE0590  HISTORY     - Date     Condition        Report By
 FE0590  HISTORY     - UNK      MONUMENTED       DOD
 FE0590  HISTORY     - 1935     GOOD             CGS
 FE0590  HISTORY     - 19870711 GOOD             LOCENG
 FE0590  HISTORY     - 20020919 GOOD             USACE
 FE0590
 FE0590                          STATION DESCRIPTION
 FE0590
 FE0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0590'AT BOLIVAR.
 FE0590'AT BOLIVAR, HARDEMAN COUNTY, AT THE NORTHWEST CORNER OF THE
 FE0590'INTERSECTION OF MAIN AND JACKSON STREETS AT THE COUNTY COURTHOUSE,
 FE0590'AND IN THE NORTHWEST CORNER OF THE COURTHOUSE YARD.  A CORPS OF
 FE0590'ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF AN IRON
 FE0590'PIPE.
 FE0590
 FE0590                          STATION RECOVERY (1987)
 FE0590
 FE0590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0590'RECOVERED IN GOOD CONDITION.
 FE0590
 FE0590                          STATION RECOVERY (2002)
 FE0590
 FE0590'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0590'MONUMENT IS A USED DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2281 ***********************************************************************
 FE2281  DESIGNATION -  BOLIVAR EPIS CH WHITE SPIRE
 FE2281  PID         -  FE2281
 FE2281  STATE/COUNTY-  TN/HARDEMAN
 FE2281  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2281
 FE2281                         *CURRENT SURVEY CONTROL
 FE2281  ___________________________________________________________________
 FE2281* NAD 83(1995)-  35 15 18.48043(N)    088 59 21.57491(W)     ADJUSTED  
 FE2281* NAVD 88     -                                                        
 FE2281  ___________________________________________________________________
 FE2281  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2281  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE2281
 FE2281  HORZ ORDER  -  THIRD
 FE2281
 FE2281.The horizontal coordinates were established by classical geodetic methods
 FE2281.and adjusted by the National Geodetic Survey in April 1999..
 FE2281
 FE2281
 FE2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2281
 FE2281.The geoid height was determined by GEOID03.
 FE2281
 FE2281;                    North         East     Units Scale Factor Converg.
 FE2281;SPC TN       -   106,428.417   328,002.152   MT  0.99999910   -1 45 00.3
 FE2281;SPC TN       -   349,173.90  1,076,120.39   sFT  0.99999910   -1 45 00.3
 FE2281;UTM  16      - 3,903,150.910   319,023.698   MT  1.00000365   -1 08 54.9
 FE2281
 FE2281                          SUPERSEDED SURVEY CONTROL
 FE2281
 FE2281  NAD 83(1995)-  35 15 18.48512(N)    088 59 21.57540(W) AD(       ) 4
 FE2281  NAD 83(1995)-  35 15 18.48746(N)    088 59 21.57737(W) AD(       ) 4
 FE2281  NAD 83(1986)-  35 15 18.49239(N)    088 59 21.57520(W) AD(       ) 4
 FE2281  NAD 27      -  35 15 18.19500(N)    088 59 21.35500(W) AD(       ) 3
 FE2281
 FE2281.Superseded values are not recommended for survey control.
 FE2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2281.See file dsdata.txt to determine how the superseded data were derived.
 FE2281
 FE2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1902403151(NAD 83)
 FE2281_MARKER: 90 = CHURCH SPIRE
 FE2281
 FE2281  HISTORY     - Date     Condition        Report By
 FE2281  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2281
 FE2281                          STATION DESCRIPTION
 FE2281
 FE2281'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2282 ***********************************************************************
 FE2282  DESIGNATION -  BOLIVAR N MUNICIPAL TANK
 FE2282  PID         -  FE2282
 FE2282  STATE/COUNTY-  TN/HARDEMAN
 FE2282  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2282
 FE2282                         *CURRENT SURVEY CONTROL
 FE2282  ___________________________________________________________________
 FE2282* NAD 83(1995)-  35 15 28.32969(N)    088 59 30.97859(W)     ADJUSTED  
 FE2282* NAVD 88     -                                                        
 FE2282  ___________________________________________________________________
 FE2282  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FE2282  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE2282
 FE2282  HORZ ORDER  -  THIRD
 FE2282
 FE2282.The horizontal coordinates were established by classical geodetic methods
 FE2282.and adjusted by the National Geodetic Survey in April 1999..
 FE2282
 FE2282
 FE2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2282
 FE2282.The geoid height was determined by GEOID03.
 FE2282
 FE2282;                    North         East     Units Scale Factor Converg.
 FE2282;SPC TN       -   106,739.073   327,773.827   MT  0.99999862   -1 45 05.8
 FE2282;SPC TN       -   350,193.11  1,075,371.30   sFT  0.99999862   -1 45 05.8
 FE2282;UTM  16      - 3,903,459.155   318,792.124   MT  1.00000468   -1 09 00.6
 FE2282
 FE2282                          SUPERSEDED SURVEY CONTROL
 FE2282
 FE2282  NAD 83(1995)-  35 15 28.33471(N)    088 59 30.97838(W) AD(       ) 4
 FE2282  NAD 83(1995)-  35 15 28.33688(N)    088 59 30.98095(W) AD(       ) 4
 FE2282  NAD 83(1986)-  35 15 28.34173(N)    088 59 30.97872(W) AD(       ) 4
 FE2282  NAD 27      -  35 15 28.04300(N)    088 59 30.75800(W) AD(       ) 3
 FE2282
 FE2282.Superseded values are not recommended for survey control.
 FE2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2282.See file dsdata.txt to determine how the superseded data were derived.
 FE2282
 FE2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1879203459(NAD 83)
 FE2282_MARKER: 53 = ELEVATED TANK
 FE2282
 FE2282  HISTORY     - Date     Condition        Report By
 FE2282  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2282
 FE2282                          STATION DESCRIPTION
 FE2282
 FE2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2282'THE STATION IS THE CENTER OF THE TOP OF THE NORTH AND LARGEST ONE OF
 FE2282'TWO MUNICIPAL WATER TANKS IN BOLIVAR. IT IS LOCATED ABOUT 0.05 MILE
 FE2282'NORTHEAST OF THE INTERSECTION OF WEST JACKSON AND NORTH UNION STREETS
 FE2282'IN THE WEST SECTION OF TOWN. IT IS A STEEL TANK SUPPORTED BY A 6
 FE2282'LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME BOLIVAR,
 FE2282'TENN. PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS. THE
 FE2282'HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2283 ***********************************************************************
 FE2283  DESIGNATION -  BOLIVAR S MUNICIPAL TANK
 FE2283  PID         -  FE2283
 FE2283  STATE/COUNTY-  TN/HARDEMAN
 FE2283  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2283
 FE2283                         *CURRENT SURVEY CONTROL
 FE2283  ___________________________________________________________________
 FE2283* NAD 83(1995)-  35 15 23.71194(N)    088 59 35.59900(W)     ADJUSTED  
 FE2283* NAVD 88     -                                                        
 FE2283  ___________________________________________________________________
 FE2283  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2283  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE2283
 FE2283  HORZ ORDER  -  THIRD
 FE2283
 FE2283.The horizontal coordinates were established by classical geodetic methods
 FE2283.and adjusted by the National Geodetic Survey in April 1999..
 FE2283
 FE2283
 FE2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2283
 FE2283.The geoid height was determined by GEOID03.
 FE2283
 FE2283;                    North         East     Units Scale Factor Converg.
 FE2283;SPC TN       -   106,600.400   327,652.735   MT  0.99999884   -1 45 08.5
 FE2283;SPC TN       -   349,738.15  1,074,974.01   sFT  0.99999884   -1 45 08.5
 FE2283;UTM  16      - 3,903,319.217   318,672.493   MT  1.00000522   -1 09 03.2
 FE2283
 FE2283                          SUPERSEDED SURVEY CONTROL
 FE2283
 FE2283  NAD 83(1995)-  35 15 23.71656(N)    088 59 35.59966(W) AD(       ) 4
 FE2283  NAD 83(1995)-  35 15 23.71897(N)    088 59 35.60153(W) AD(       ) 4
 FE2283  NAD 83(1986)-  35 15 23.72390(N)    088 59 35.59930(W) AD(       ) 4
 FE2283  NAD 27      -  35 15 23.42600(N)    088 59 35.37900(W) AD(       ) 3
 FE2283
 FE2283.Superseded values are not recommended for survey control.
 FE2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2283.See file dsdata.txt to determine how the superseded data were derived.
 FE2283
 FE2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1867203319(NAD 83)
 FE2283_MARKER: 53 = ELEVATED TANK
 FE2283
 FE2283  HISTORY     - Date     Condition        Report By
 FE2283  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2283  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FE2283
 FE2283                          STATION DESCRIPTION
 FE2283
 FE2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2283'THE POSITION OF THIS STATION WAS DETERMINED IN 1934 BUT NO
 FE2283'DESCRIPTION WAS WRITTEN.
 FE2283'
 FE2283'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH AND SMALLER ONE OF
 FE2283'TWO MUNICIPAL WATER TANKS LOCATED ABOUT 0.05 MILE SOUTHEAST OF THE
 FE2283'INTERSECTION OF NORTH UNION AND WEST JACKSON STREETS IN THE WEST
 FE2283'SECTION OF BOLIVAR. IT IS A STEEL TANK SUPPORTED BY A FOUR LEGGED
 FE2283'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME BOLIVAR PAINTED
 FE2283'ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS. THE OVER-ALL HEIGHT
 FE2283'IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2464 ***********************************************************************
 FE2464  DESIGNATION -  BOLIVAR WESTERN ST HOSP SPIRE
 FE2464  PID         -  FE2464
 FE2464  STATE/COUNTY-  TN/HARDEMAN
 FE2464  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2464
 FE2464                         *CURRENT SURVEY CONTROL
 FE2464  ___________________________________________________________________
 FE2464* NAD 83(1995)-  35 16 32.34694(N)    089 01 36.26349(W)     ADJUSTED  
 FE2464* NAVD 88     -                                                        
 FE2464  ___________________________________________________________________
 FE2464  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2464  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2464
 FE2464  HORZ ORDER  -  THIRD
 FE2464
 FE2464.The horizontal coordinates were established by classical geodetic methods
 FE2464.and adjusted by the National Geodetic Survey in April 1999..
 FE2464
 FE2464
 FE2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2464
 FE2464.The geoid height was determined by GEOID03.
 FE2464
 FE2464;                    North         East     Units Scale Factor Converg.
 FE2464;SPC TN       -   108,808.385   324,669.380   MT  0.99999557   -1 46 19.1
 FE2464;SPC TN       -   356,982.18  1,065,186.12   sFT  0.99999557   -1 46 19.1
 FE2464;UTM  16      - 3,905,495.802   315,666.086   MT  1.00001877   -1 10 14.9
 FE2464
 FE2464                          SUPERSEDED SURVEY CONTROL
 FE2464
 FE2464  NAD 83(1995)-  35 16 32.35139(N)    089 01 36.26476(W) AD(       ) 4
 FE2464  NAD 83(1995)-  35 16 32.35371(N)    089 01 36.26589(W) AD(       ) 4
 FE2464  NAD 83(1986)-  35 16 32.35877(N)    089 01 36.26377(W) AD(       ) 4
 FE2464  NAD 27      -  35 16 32.06300(N)    089 01 36.04100(W) AD(       ) 3
 FE2464
 FE2464.Superseded values are not recommended for survey control.
 FE2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2464.See file dsdata.txt to determine how the superseded data were derived.
 FE2464
 FE2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1566605496(NAD 83)
 FE2464_MARKER: 89 = SPIRE
 FE2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2464+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 FE2464
 FE2464  HISTORY     - Date     Condition        Report By
 FE2464  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2464  HISTORY     - 20051111 GOOD             MSSU
 FE2464
 FE2464                          STATION DESCRIPTION
 FE2464
 FE2464'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2465 ***********************************************************************
 FE2465  DESIGNATION -  BOLIVAR WESTERN ST HOSP TANK
 FE2465  PID         -  FE2465
 FE2465  STATE/COUNTY-  TN/HARDEMAN
 FE2465  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2465
 FE2465                         *CURRENT SURVEY CONTROL
 FE2465  ___________________________________________________________________
 FE2465* NAD 83(1995)-  35 16 27.91853(N)    089 01 40.16638(W)     ADJUSTED  
 FE2465* NAVD 88     -                                                        
 FE2465  ___________________________________________________________________
 FE2465  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2465  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2465
 FE2465  HORZ ORDER  -  THIRD
 FE2465
 FE2465.The horizontal coordinates were established by classical geodetic methods
 FE2465.and adjusted by the National Geodetic Survey in April 1999..
 FE2465
 FE2465
 FE2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2465
 FE2465.The geoid height was determined by GEOID03.
 FE2465
 FE2465;                    North         East     Units Scale Factor Converg.
 FE2465;SPC TN       -   108,675.025   324,566.571   MT  0.99999578   -1 46 21.4
 FE2465;SPC TN       -   356,544.64  1,064,848.83   sFT  0.99999578   -1 46 21.4
 FE2465;UTM  16      - 3,905,361.368   315,564.679   MT  1.00001923   -1 10 17.0
 FE2465
 FE2465                          SUPERSEDED SURVEY CONTROL
 FE2465
 FE2465  NAD 83(1995)-  35 16 27.92355(N)    089 01 40.16713(W) AD(       ) 4
 FE2465  NAD 83(1995)-  35 16 27.92561(N)    089 01 40.16891(W) AD(       ) 4
 FE2465  NAD 83(1986)-  35 16 27.93051(N)    089 01 40.16659(W) AD(       ) 4
 FE2465  NAD 27      -  35 16 27.63300(N)    089 01 39.94300(W) AD(       ) 3
 FE2465
 FE2465.Superseded values are not recommended for survey control.
 FE2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2465.See file dsdata.txt to determine how the superseded data were derived.
 FE2465
 FE2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1556505361(NAD 83)
 FE2465_MARKER: 53 = ELEVATED TANK
 FE2465
 FE2465  HISTORY     - Date     Condition        Report By
 FE2465  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2465
 FE2465                          STATION DESCRIPTION
 FE2465
 FE2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2465'THE STATION IS THE CENTER OF THE TOP OF THE WESTERN STATE HOSPITAL
 FE2465'WATER TANK LOCATED IN THE SOUTHWEST SECTION OF THE HOSPITAL
 FE2465'GROUNDS ABOUT 3 MILES NORTHWEST OF BOLIVAR. IT IS A STEEL TANK
 FE2465'SUPPORTED BY A 6 LEGGED STEEL STRUCTURE AND IS PAINTED SILVER. THE
 FE2465'OVER-ALL HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2531 ***********************************************************************
 FE2531  DESIGNATION -  BOLTON
 FE2531  PID         -  FE2531
 FE2531  STATE/COUNTY-  TN/SHELBY
 FE2531  USGS QUAD   -  ARLINGTON (1973)
 FE2531
 FE2531                         *CURRENT SURVEY CONTROL
 FE2531  ___________________________________________________________________
 FE2531* NAD 83(1995)-  35 18 45.51545(N)    089 43 45.42422(W)     ADJUSTED  
 FE2531* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2531  ___________________________________________________________________
 FE2531  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FE2531  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2531
 FE2531  HORZ ORDER  -  SECOND
 FE2531
 FE2531.The horizontal coordinates were established by classical geodetic methods
 FE2531.and adjusted by the National Geodetic Survey in April 1999..
 FE2531
 FE2531.The orthometric height was scaled from a topographic map.
 FE2531
 FE2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2531
 FE2531.The geoid height was determined by GEOID03.
 FE2531
 FE2531;                    North         East     Units Scale Factor Converg.
 FE2531;SPC TN       -   115,115.155   260,946.023   MT  0.99998954   -2 10 59.8
 FE2531;SPC TN       -   377,673.64    856,120.41   sFT  0.99998954   -2 10 59.8
 FE2531;UTM  16      - 3,911,132.558   251,867.886   MT  1.00035883   -1 34 42.4
 FE2531
 FE2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2531!SPC TN       -   0.99998545  x   0.99998954  =   0.99997499
 FE2531!UTM  16      -   0.99998545  x   1.00035883  =   1.00034428
 FE2531
 FE2531:                Primary Azimuth Mark                     Grid Az
 FE2531:SPC TN       -  BOLTON AZ MK                             013 16 46.9
 FE2531:UTM  16      -  BOLTON AZ MK                             012 40 29.5
 FE2531
 FE2531|---------------------------------------------------------------------|
 FE2531| PID    Reference Object                     Distance      Geod. Az  |
 FE2531|                                                           dddmmss.s |
 FE2531| CG3273 BOLTON AZ MK                                       0110547.1 |
 FE2531| CG3274 BOLTON RM 1                          24.469 METERS 04225     |
 FE2531| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 7.0 KM 1130118.9 |
 FE2531| FE1280 ARLINGTON                           APPROX. 8.4 KM 1180209.4 |
 FE2531| CG3275 BOLTON RM 2                          26.590 METERS 15920     |
 FE2531|---------------------------------------------------------------------|
 FE2531
 FE2531                          SUPERSEDED SURVEY CONTROL
 FE2531
 FE2531  NAD 83(1995)-  35 18 45.52180(N)    089 43 45.42436(W) AD(       ) 2
 FE2531  NAD 83(1995)-  35 18 45.52209(N)    089 43 45.42470(W) AD(       ) 2
 FE2531  NAD 83(1986)-  35 18 45.52697(N)    089 43 45.42507(W) AD(       ) 2
 FE2531  NAD 27      -  35 18 45.21750(N)    089 43 45.12800(W) AD(       ) 2
 FE2531
 FE2531.Superseded values are not recommended for survey control.
 FE2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2531.See file dsdata.txt to determine how the superseded data were derived.
 FE2531
 FE2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5186811133(NAD 83)
 FE2531_MARKER: DS = TRIANGULATION STATION DISK
 FE2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2531
 FE2531  HISTORY     - Date     Condition        Report By
 FE2531  HISTORY     - 1958     MONUMENTED       CGS
 FE2531
 FE2531                          STATION DESCRIPTION
 FE2531
 FE2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2531'THE STATION IS LOCATED ABOUT 4.0 MILES WEST-NORTHWEST OF ARLINGTON,
 FE2531'ABOUT 2.0 MILES EAST-SOUTHEAST OF BOLTON AND ON THE PROPERTY OF MR.
 FE2531'FRANK BRYANT. IT IS 29 FEET WEST OF THE CENTERLINE OF STEWART ROAD,
 FE2531'17 FEET SOUTHWEST OF A FENCE CORNER, 10 FEET WEST OF A WIRE FENCE AND
 FE2531'11 FEET WEST OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 FE2531'AND THE DISK IS STAMPED BOLTON 1957.
 FE2531'
 FE2531'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ARLINGTON, GO
 FE2531'NORTHWEST ON CHESTER STREET FOR 0.1 MILE TO U.S. HIGHWAY 70. CROSS
 FE2531'HIGHWAY 70 AND GO NORTHWEST ON THE COLLIERVILLE-ARLINGTON ROAD FOR
 FE2531'1.8 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON PLEASANT
 FE2531'RIDGE ROAD FOR 1.4 MILES TO THE JUNCTION WITH OSBORNTOWN ROAD.
 FE2531'CONTINUE AHEAD WEST AND SOUTH ON PLEASANT RIDGE ROAD AND OSBORNTOWN
 FE2531'ROAD FOR 0.15 MILE TO A POINT WHERE OSBORNTOWN ROAD CONTINUES SOUTH
 FE2531'AND PLEASANT RIDGE ROAD TURNS WEST. TURN RIGHT AND GO WEST ON
 FE2531'PLEASANT RIDGE ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT. TURN LEFT AND
 FE2531'GO SOUTH ON STEWART ROAD FOR 0.2 MILE TO A HOUSE ON THE RIGHT AND THE
 FE2531'AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE ROAD.  CONTINUE AHEAD
 FE2531'SOUTH ON STEWART ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT,
 FE2531'WEST, SIDE OF THE ROAD.
 FE2531'
 FE2531'REFERENCE MARK 1 IS 16 FEET EAST OF THE CENTERLINE OF STEWART ROAD,
 FE2531'15 FEET NORTH OF A POWERLINE POLE NO 58990 AND 1 FOOT WEST OF A
 FE2531'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BOLTON NO
 FE2531'1 1957.
 FE2531'
 FE2531'REFERENCE MARK 2 IS 36 FEET NORTH OF A FENCE CORNER, 16 FEET EAST OF
 FE2531'THE CENTERLINE OF STEWART ROAD AND 1 FOOT WEST OF A WIRE FENCE. THE
 FE2531'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOLTON NO 2 1957.
 FE2531'
 FE2531'THE AZIMUTH MARK IS 52 FEET EAST OF THE SOUTHEAST CORNER OF A FARM
 FE2531'HOUSE, 15 FEET EAST OF THE CENTERLINE OF STEWART ROAD, 1 FOOT
 FE2531'WEST OF A WIRE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE
 FE2531'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOLTON 1957.
 FE2531'
 FE2531'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1573 ***********************************************************************
 FD1573  DESIGNATION -  BON AIR
 FD1573  PID         -  FD1573
 FD1573  STATE/COUNTY-  TN/WAYNE
 FD1573  USGS QUAD   -  RIVERSIDE (1968)
 FD1573
 FD1573                         *CURRENT SURVEY CONTROL
 FD1573  ___________________________________________________________________
 FD1573* NAD 83(1995)-  35 22 59.57891(N)    087 36 08.92646(W)     ADJUSTED  
 FD1573* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 FD1573  ___________________________________________________________________
 FD1573  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FD1573  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD1573
 FD1573  HORZ ORDER  -  FIRST
 FD1573
 FD1573.The horizontal coordinates were established by classical geodetic methods
 FD1573.and adjusted by the National Geodetic Survey in April 1999..
 FD1573
 FD1573.The orthometric height was scaled from a topographic map.
 FD1573
 FD1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1573
 FD1573.The geoid height was determined by GEOID03.
 FD1573
 FD1573;                    North         East     Units Scale Factor Converg.
 FD1573;SPC TN       -   117,676.243   454,407.404   MT  0.99997916   -0 56 17.4
 FD1573;SPC TN       -   386,076.14  1,490,834.96   sFT  0.99997916   -0 56 17.4
 FD1573;UTM  16      - 3,915,708.241   445,279.951   MT  0.99963690   -0 20 55.9
 FD1573
 FD1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1573!SPC TN       -   0.99995415  x   0.99997916  =   0.99993331
 FD1573!UTM  16      -   0.99995415  x   0.99963690  =   0.99959107
 FD1573
 FD1573:                Primary Azimuth Mark                     Grid Az
 FD1573:SPC TN       -  HOHENWALD NORTH MUNICIPAL TANK           013 28 49.9
 FD1573:UTM  16      -  HOHENWALD NORTH MUNICIPAL TANK           012 53 28.4
 FD1573
 FD1573|---------------------------------------------------------------------|
 FD1573| PID    Reference Object                     Distance      Geod. Az  |
 FD1573|                                                           dddmmss.s |
 FD1573| FD1624 HOHENWALD NORTH MUNICIPAL TANK      APPROX.19.5 KM 0123232.5 |
 FD1573| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.18.4 KM 0144040.7 |
 FD1573| CG5646 BON AIR RM 1                         27.812 METERS 05717     |
 FD1573| CG5645 BON AIR AZ MK                                      1421633.5 |
 FD1573| CG5647 BON AIR RM 2                         30.529 METERS 16607     |
 FD1573| CG5648 BON AIR RM 3                         30.596 METERS 16646     |
 FD1573|---------------------------------------------------------------------|
 FD1573
 FD1573                          SUPERSEDED SURVEY CONTROL
 FD1573
 FD1573  NAD 83(1995)-  35 22 59.58330(N)    087 36 08.92787(W) AD(       ) 1
 FD1573  NAD 83(1995)-  35 22 59.58365(N)    087 36 08.92733(W) AD(       ) 1
 FD1573  NAD 83(1986)-  35 22 59.58917(N)    087 36 08.92689(W) AD(       ) 1
 FD1573  NAD 27      -  35 22 59.31100(N)    087 36 08.85200(W) AD(       ) 1
 FD1573
 FD1573.Superseded values are not recommended for survey control.
 FD1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1573.See file dsdata.txt to determine how the superseded data were derived.
 FD1573
 FD1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4528015708(NAD 83)
 FD1573_MARKER: DS = TRIANGULATION STATION DISK
 FD1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1573_MARK LOGO: CGS   
 FD1573
 FD1573  HISTORY     - Date     Condition        Report By
 FD1573  HISTORY     - 1934     MONUMENTED       CGS
 FD1573  HISTORY     - 1962     GOOD             CGS
 FD1573
 FD1573                          STATION DESCRIPTION
 FD1573
 FD1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1573'ABOUT 12 MILES AIRLINE SOUTH-SOUTHWEST OF HOHENWALD, 10 MILES AIRLINE
 FD1573'EAST-NORTHEAST OF
 FD1573'WAYNESBORO, 1.5 MILES SOUTH OF HEAD OF ALLENS
 FD1573'CREEK, 1 MILE SOUTHEAST OF HEAD OF
 FD1573'BLOWING SPRING CREEK, IN WOODED
 FD1573'FLAT-TOPPED RIDGE, ON HIGHEST GROUND ON DIVIDE
 FD1573'BETWEEN LITTLE BUFFALO
 FD1573'RIVER AND FORTYEIGHT CREEK, AND ON LAND OWNED BY BON AIR COAL CO.
 FD1573'TO REACH FROM
 FD1573'WAYNESBORO, GO EAST ABOUT 4 MILES ON U S ROUTE 64 TO
 FD1573'INTERSECTION WITH STATE ROUTE
 FD1573'48, CONTINUE 8 MILES ON U S ROUTE 64 TO
 FD1573'DIRT ROAD LEADING TO NORTH ON WEST SIDE OF
 FD1573'FILLING STATION, TURN ONTO
 FD1573'THIS ROAD (BAD IN WET WEATHER), GO 5.3 MILES TO WOODS ROAD
 FD1573'LEADING LEFT AT
 FD1573'TRIPLE-NOTCH BLAZE ON LEFT SIDE OF ROAD, TURN LEFT ONTO WOODS
 FD1573'ROAD AND FOLLOW BLAZES 0.4
 FD1573'MILE TO STATION ON LEFT SIDE OF TRAIL.
 FD1573'STATION IS 75 FEET NORTHWEST OF TRIANGULAR
 FD1573'BLAZE, 32 FEET SOUTHWEST
 FD1573'OF TRAIL, AND 31.5 FEET FROM TRIANGLE-BLAZED SMALL OAK TREE.
 FD1573'SURFACE AND
 FD1573'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, SURFACE
 FD1573'MARK PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE
 FD1573'AND AZIMUTH MARKS ARE STANDARD
 FD1573'REFERENCE DISKS IN CONCRETE.
 FD1573'REFERENCE MARK NO 1, PROJECTING 8 INCHES ABOVE
 FD1573'GROUND, IS 40 FEET
 FD1573'NORTH OF TRIANGULAR BLAZE AND 91.28 FEET FROM STATION.
 FD1573'REFERENCE MARK NO 2, PROJECTING 12 INCHES ABOVE GROUND,
 FD1573'IS ON SOUTH SLOPE OF RIDGE AND
 FD1573'100.16 FEET FROM STATION S 13 DEG 53 MIN E.
 FD1573'AZIMUTH MARK, PROJECTING 12
 FD1573'INCHES ABOVE GROUND, IS
 FD1573'0.15 MILE WEST OF FIRST T-INTERSECTION SOUTH OF TRIPLE-NOTCH
 FD1573'BLAZE, 40 FEET
 FD1573'WEST OF WEST END OF PASS IN ROAD, 6 FEET SOUTH OF TRAIL, AND
 FD1573'ABOUT 0.4 MILE FROM
 FD1573'STATION S 38 DEG 43 MIN E.
 FD1573
 FD1573                          STATION RECOVERY (1962)
 FD1573
 FD1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1573'THE STATION, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE RECOVERED
 FD1573'AND FOUND IN GOOD
 FD1573'CONDITION.  REFERENCE MARK NO 2 WAS FOUND LYING ON THE
 FD1573'SURFACE OF THE GROUND AND
 FD1573'THE MARK WAS RESET AND REINFORCED IN NEARLY
 FD1573'THE ORIGINAL POSITION, AND THE DISK WAS
 FD1573'ALTERED TO READ NO 3.
 FD1573'
 FD1573'DUE TO MANY CHANGES IN ROADS AND PROPERTY OWNERS, THE ORIGINAL
 FD1573'DESCRIPTION IS NO LONGER
 FD1573'ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1573'
 FD1573'THE STATION IS IN OPEN PASTURE LAND AT THE TOP OF A FLAT-TOPPED RIDGE
 FD1573'ON THE PROPERTY OF MR W J
 FD1573'ADAMS, ABOUT 12 MILES SOUTH-SOUTHWEST OF
 FD1573'HOHENWALD, 10 MILES EAST-NORTHEAST OF
 FD1573'WAYNESBORO, AND ON THE DIVIDE
 FD1573'BETWEEN THE BUFFALO RIVER AND FORTY EIGHT CREEK.
 FD1573'
 FD1573'TO REACH FROM THE NORTHEAST CORNER OF THE WAYNE COUNTY COURTHOUSE
 FD1573'SQUARE IN WAYNESBORO, GO
 FD1573'EASTERLY ON U S HIGHWAY 64 FOR 11.5 MILES TO THE
 FD1573'HIGHLAND METHODIST CHURCH AND A
 FD1573'CEMETERY ON THE RIGHT AND BUTTERMILD
 FD1573'RIDGE ROAD ON THE LEFT.  HERE TURN LEFT AND GO
 FD1573'NORTHERLY ON
 FD1573'BUTTERMILK RIDGE ROAD FOR 4.25 MILES TO WHERE THE TVA
 FD1573'TRANSMISSION
 FD1573'LINE CROSSES THE ROAD, CONTINUE NORTHERLY FOR 0.4 MILE TO THE BLOWING
 FD1573'SPRINGS ROAD ON
 FD1573'THE LEFT, CONTINUE NORTHERLY FOR 0.25 MILE TO A
 FD1573'DRIVEWAY ON THE LEFT AT THE W J
 FD1573'ADAMS MAILBOX.  HERE TURN LEFT, WEST,
 FD1573'ON DRIVEWAY AND GO 0.05 MILE TO THE ADAMS HOME,
 FD1573'CONTINUE WEST,
 FD1573'POSSING TO THE SOUTH OF THE HOUSE FOR 0.1 MILE TO A WOODEN GATE,
 FD1573'PASS THROUGH THIS
 FD1573'GATE AND CONTINUE WESTERLY ACROSS PASTURE ON A FIELD
 FD1573'ROAD FOR 0.25 MILE TO THE TOP
 FD1573'OF THE HILL AND THE STATION ON THE LEFT
 FD1573'
 FD1573'THE STATION IS 177 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FIELD
 FD1573'ROAD, 158 FEET WEST OF A
 FD1573'16-INCH OAK TREE, 104 FEET NORTHWEST OF A 16-INCH OAK
 FD1573'TREE, 100 FEET NORTHEAST OF A
 FD1573'16-INCH OAK TREE, 50 FEET SOUTHWEST OF
 FD1573'AN 18-INCH OAK TREE, AND 1.5 FEET SOUTHWEST OF A
 FD1573'METAL WITNESS POST
 FD1573'AND TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1573'ROUND, CONCRETE
 FD1573'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 FD1573'STAMPED BONAIR 1934.
 FD1573'
 FD1573'REFERENCE MARK NO 1 IS 116 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1573'THE FIELD ROAD, 110 FEET
 FD1573'NORTHWEST OF A 16-INCH OAK TREE AND 43 FEET EAST OF AN
 FD1573'18-INCH OAK TREE.  IT IS A
 FD1573'STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1573'ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FD1573'INCHES AND THE DISK IS
 FD1573'STAMPED BONAIR NO 1 1934.
 FD1573'
 FD1573'REFERENCE MARK NO 3 IS 46 FEET NORTH OF A FENCE ALONG THE SOUTH EDGE
 FD1573'OF THE PASTURE AT NORTH
 FD1573'EDGE OF WOODS, 20 FEET WEST OF A 16-INCH OAK TREE
 FD1573'AND ON THE SOUTH SLOPE OF THE HILL.
 FD1573'IT IS A STANDARD DISK SET IN THE
 FD1573'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1573'PROJECTS 12 INCHES
 FD1573'AND THE DISK IS STAMPED BONAIR NO 3 1934.
 FD1573'
 FD1573'THE AZIMUTH MARK IS ON A LOW BANK, 23 FEET NORTH OF THE APPROXIMATE
 FD1573'CENTER OF BLOWING SPRINGS
 FD1573'ROAD AND 1.3 FEET WEST OF A METAL WITNESS POST AND
 FD1573'TVA SIGN.  IT IS A STANDARD DISK
 FD1573'SET IN THE TOP OF A 12-INCH, ROUND,
 FD1573'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD1573'DISK IS STAMPED
 FD1573'BONAIR AZIMUTH 1934.
 FD1573'
 FD1573'TO REACH THE AXIMUTH MARK FROM THE INTERSECTION OF THE ADAMS DRIVEWAY
 FD1573'AND BUTTERMILK RIDGE
 FD1573'ROAD, GO SOUTH ON BUTTERMILD RIDGE ROAD FOR 0.25
 FD1573'MILE TO BLOWING SPRINGS ROAD ON THE
 FD1573'RIGHT, TURN RIGHT, WEST, AND GO
 FD1573'0.15 MILE TO THE MARK ON THE RIGHT.
 FD1573'
 FD1573'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO HEAVY TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1525 ***********************************************************************
 FD1525  DESIGNATION -  BON AQUA
 FD1525  PID         -  FD1525
 FD1525  STATE/COUNTY-  TN/HICKMAN
 FD1525  USGS QUAD   -  LYLES (1992)
 FD1525
 FD1525                         *CURRENT SURVEY CONTROL
 FD1525  ___________________________________________________________________
 FD1525* NAD 83(1995)-  35 55 52.14510(N)    087 18 13.08581(W)     ADJUSTED  
 FD1525* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 FD1525  ___________________________________________________________________
 FD1525  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD1525  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1525
 FD1525  HORZ ORDER  -  SECOND
 FD1525
 FD1525.The horizontal coordinates were established by classical geodetic methods
 FD1525.and adjusted by the National Geodetic Survey in April 1999..
 FD1525
 FD1525.The orthometric height was scaled from a topographic map.
 FD1525
 FD1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1525
 FD1525.The geoid height was determined by GEOID03.
 FD1525
 FD1525;                    North         East     Units Scale Factor Converg.
 FD1525;SPC TN       -   178,059.960   482,366.765   MT  0.99994983   -0 45 47.5
 FD1525;SPC TN       -   584,185.05  1,582,564.96   sFT  0.99994983   -0 45 47.5
 FD1525;UTM  16      - 3,976,354.771   472,610.297   MT  0.99960924   -0 10 41.4
 FD1525
 FD1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1525!SPC TN       -   0.99995708  x   0.99994983  =   0.99990691
 FD1525!UTM  16      -   0.99995708  x   0.99960924  =   0.99956633
 FD1525
 FD1525|---------------------------------------------------------------------|
 FD1525| PID    Reference Object                     Distance      Geod. Az  |
 FD1525|                                                           dddmmss.s |
 FD1525| FD1524 BON AQUA ST LOT HR 10                 6.366 METERS 00020     |
 FD1525| GC2558 BELL                                APPROX.14.9 KM 0071418.6 |
 FD1525| CG5651 BON AQUA RM 2                        26.497 METERS 03548     |
 FD1525| CG5649 BON AQUA AZ MK                                     0794252.6 |
 FD1525| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX. 3.4 KM 0813453.0 |
 FD1525| CG5650 BON AQUA RM 1                        27.905 METERS 09155     |
 FD1525|---------------------------------------------------------------------|
 FD1525
 FD1525                          SUPERSEDED SURVEY CONTROL
 FD1525
 FD1525  NAD 83(1995)-  35 55 52.14709(N)    087 18 13.08906(W) AD(       ) 2
 FD1525  NAD 83(1986)-  35 55 52.15586(N)    087 18 13.08840(W) AD(       ) 2
 FD1525  NAD 27      -  35 55 51.92400(N)    087 18 13.05100(W) AD(       ) 2
 FD1525
 FD1525.Superseded values are not recommended for survey control.
 FD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1525.See file dsdata.txt to determine how the superseded data were derived.
 FD1525
 FD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7261076355(NAD 83)
 FD1525_MARKER: DS = TRIANGULATION STATION DISK
 FD1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1525
 FD1525  HISTORY     - Date     Condition        Report By
 FD1525  HISTORY     - 1953     MONUMENTED       CGS
 FD1525
 FD1525                          STATION DESCRIPTION
 FD1525
 FD1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1525'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BON AQUA ON STATE
 FD1525'OWNED PROPERTY.
 FD1525'IT IS 25 FEET WEST OF THE END OF A GRAVEL ROAD, 16
 FD1525'FEET SOUTHEAST OF THE SOUTHWEST LEG
 FD1525'AND 15 FEET SOUTHWEST OF THE
 FD1525'SOUTHEAST LEG OF THE BON AQUA, STATE FOREST LOOKOUT
 FD1525'TOWER.  THE MARK
 FD1525'IS FLUSH AND THE DISK IS STAMPED BON AQUA 1953.
 FD1525'
 FD1525'REFERENCE MARK NO 1 IS 11 FEET NORTHEAST OF AN 18 INCH OAK TREE AND 8
 FD1525'FEET SOUTH OF THE
 FD1525'CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK
 FD1525'IS STAMPED BON AQUA NO 1 1953.
 FD1525'
 FD1525'REFERENCE MARK NO 2 IS 60 FEET NORTHWEST OF THE NORTHEAST LEG OF THE
 FD1525'LOOKOUT TOWER, 8 FEET
 FD1525'NORTHWEST OF THE NORTHWEST CORNER OF A LOG CABIN AND 4
 FD1525'FEET EAST OF A 14 INCH OAK TREE.
 FD1525'THE MARK IS FLUSH AND THE DISK IS
 FD1525'STAMPED BON AQUA NO 2 1953.
 FD1525'
 FD1525'AZIMUTH MARK IS 59 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1
 FD1525'FOOT WEST OF A WHITE WITNESS
 FD1525'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FD1525'IS STAMPED BON AQUA 1953.
 FD1525'
 FD1525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100
 FD1525'ABOUT 2 MILES SOUTH OF
 FD1525'BON AQUA, GO EAST ON HIGHWAY 100 FOR 0.65 MILE TO A
 FD1525'REVERSE SIDE ROAD LEFT, TURN LEFT
 FD1525'AND GO NORTHWEST ON GRAVEL ROAD FOR
 FD1525'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FD1525'DESCRIBED, CONTINUE
 FD1525'WEST ON GRAVEL ROAD FOR 0.15 MILE TO THE LOOKOUT TOWER AND
 FD1525'STATION AS
 FD1525'DESCRIBED.
 FD1525'
 FD1525'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1524 ***********************************************************************
 FD1524  DESIGNATION -  BON AQUA ST LOT HR 10
 FD1524  PID         -  FD1524
 FD1524  STATE/COUNTY-  TN/HICKMAN
 FD1524  USGS QUAD   -  LYLES (1992)
 FD1524
 FD1524                         *CURRENT SURVEY CONTROL
 FD1524  ___________________________________________________________________
 FD1524* NAD 83(1995)-  35 55 52.35163(N)    087 18 13.08433(W)     ADJUSTED  
 FD1524* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 FD1524  ___________________________________________________________________
 FD1524  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD1524  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1524
 FD1524  HORZ ORDER  -  THIRD
 FD1524
 FD1524.The horizontal coordinates were established by classical geodetic methods
 FD1524.and adjusted by the National Geodetic Survey in April 1999..
 FD1524
 FD1524.The orthometric height was scaled from a topographic map.
 FD1524
 FD1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1524
 FD1524.The geoid height was determined by GEOID03.
 FD1524
 FD1524;                    North         East     Units Scale Factor Converg.
 FD1524;SPC TN       -   178,066.325   482,366.886   MT  0.99994983   -0 45 47.5
 FD1524;SPC TN       -   584,205.93  1,582,565.36   sFT  0.99994983   -0 45 47.5
 FD1524;UTM  16      - 3,976,361.134   472,610.354   MT  0.99960924   -0 10 41.4
 FD1524
 FD1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1524!SPC TN       -   0.99995708  x   0.99994983  =   0.99990691
 FD1524!UTM  16      -   0.99995708  x   0.99960924  =   0.99956633
 FD1524
 FD1524                          SUPERSEDED SURVEY CONTROL
 FD1524
 FD1524  NAD 83(1995)-  35 55 52.35362(N)    087 18 13.08757(W) AD(       ) 4
 FD1524  NAD 83(1986)-  35 55 52.36238(N)    087 18 13.08687(W) AD(       ) 4
 FD1524  NAD 27      -  35 55 52.13100(N)    087 18 13.04900(W) AD(       ) 3
 FD1524
 FD1524.Superseded values are not recommended for survey control.
 FD1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1524.See file dsdata.txt to determine how the superseded data were derived.
 FD1524
 FD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7261076361(NAD 83)
 FD1524_MARKER: 57 = LOOKOUT TOWER
 FD1524
 FD1524  HISTORY     - Date     Condition        Report By
 FD1524  HISTORY     - 1953     FIRST OBSERVED   CGS
 FD1524
 FD1524                          STATION DESCRIPTION
 FD1524
 FD1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1524'STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ABOUT 2 MILES
 FD1524'SOUTHEAST OF BON
 FD1524'AQUA.  IT IS A 4 LEGGED STEEL STRUCTURE WITH AN
 FD1524'OBSERVATION ROOM ATOP, ABOUT 75
 FD1524'FEET HIGH AND IS PAINTED SILVER.
 FD1524'
 FD1524'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BON AQUA
 FD1524'AND THE DISTANCE IS
 FD1524'20.9 FEET (6.37 METERS).
 FD1524'
 FD1524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100
 FD1524'ABOUT 2 MILES SOUTH OF
 FD1524'BON AQUA, GO EAST ON HIGHWAY 100 FOR 0.65 MILE TO A
 FD1524'REVERSE SIDE ROAD LEFT, TURN LEFT
 FD1524'AND FOLLOW GRAVEL ROAD NORTHWEST
 FD1524'AND WEST FOR 0.2 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2446 ***********************************************************************
 FE2446  DESIGNATION -  BONICORD RAD STA KKE 701 MAST
 FE2446  PID         -  FE2446
 FE2446  STATE/COUNTY-  TN/DYER
 FE2446  USGS QUAD   -  BONICORD (1983)
 FE2446
 FE2446                         *CURRENT SURVEY CONTROL
 FE2446  ___________________________________________________________________
 FE2446* NAD 83(1995)-  35 56 27.41147(N)    089 18 33.22642(W)     ADJUSTED  
 FE2446* NAVD 88     -                                                        
 FE2446  ___________________________________________________________________
 FE2446  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2446  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2446
 FE2446  HORZ ORDER  -  THIRD
 FE2446
 FE2446.The horizontal coordinates were established by classical geodetic methods
 FE2446.and adjusted by the National Geodetic Survey in April 1999..
 FE2446
 FE2446
 FE2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2446
 FE2446.The geoid height was determined by GEOID03.
 FE2446
 FE2446;                    North         East     Units Scale Factor Converg.
 FE2446;SPC TN       -   183,410.893   301,477.155   MT  0.99995013   -1 56 14.5
 FE2446;SPC TN       -   601,740.57    989,096.30   sFT  0.99995013   -1 56 14.5
 FE2446;UTM  16      - 3,979,863.271   291,701.887   MT  1.00013466   -1 21 21.2
 FE2446
 FE2446                          SUPERSEDED SURVEY CONTROL
 FE2446
 FE2446  NAD 83(1995)-  35 56 27.41573(N)    089 18 33.22820(W) AD(       ) 4
 FE2446  NAD 83(1986)-  35 56 27.42245(N)    089 18 33.22630(W) AD(       ) 4
 FE2446  NAD 27      -  35 56 27.16100(N)    089 18 32.97600(W) AD(       ) 3
 FE2446
 FE2446.Superseded values are not recommended for survey control.
 FE2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2446.See file dsdata.txt to determine how the superseded data were derived.
 FE2446
 FE2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9170279863(NAD 83)
 FE2446_MARKER: 42 = RADIO/TV MAST
 FE2446
 FE2446  HISTORY     - Date     Condition        Report By
 FE2446  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2446
 FE2446                          STATION DESCRIPTION
 FE2446
 FE2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2446'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  THE MAST IS A
 FE2446'THREE LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED
 FE2446'AND WHITE.  THE MAST IS GUYED AND HAS AN OVERALL HEIGHT OF 309 FEET.
 FE2446'
 FE2446'THE MAST IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF DYERSBURG, ABOUT 4
 FE2446'MILES NORTHWEST OF FRIENDSHIP.  IT IS OWNED AND OPERATED BY THE
 FE2446'TRUNKLINE GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2447 ***********************************************************************
 FE2447  DESIGNATION -  BONICORD TRUNKLINE GAS TANK
 FE2447  PID         -  FE2447
 FE2447  STATE/COUNTY-  TN/DYER
 FE2447  USGS QUAD   -  BONICORD (1983)
 FE2447
 FE2447                         *CURRENT SURVEY CONTROL
 FE2447  ___________________________________________________________________
 FE2447* NAD 83(1995)-  35 56 25.63218(N)    089 18 32.29394(W)     ADJUSTED  
 FE2447* NAVD 88     -                                                        
 FE2447  ___________________________________________________________________
 FE2447  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2447  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2447
 FE2447  HORZ ORDER  -  THIRD
 FE2447
 FE2447.The horizontal coordinates were established by classical geodetic methods
 FE2447.and adjusted by the National Geodetic Survey in April 1999..
 FE2447
 FE2447
 FE2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2447
 FE2447.The geoid height was determined by GEOID03.
 FE2447
 FE2447;                    North         East     Units Scale Factor Converg.
 FE2447;SPC TN       -   183,355.296   301,498.659   MT  0.99995012   -1 56 13.9
 FE2447;SPC TN       -   601,558.17    989,166.85   sFT  0.99995012   -1 56 13.9
 FE2447;UTM  16      - 3,979,807.886   291,723.958   MT  1.00013454   -1 21 20.6
 FE2447
 FE2447                          SUPERSEDED SURVEY CONTROL
 FE2447
 FE2447  NAD 83(1995)-  35 56 25.63645(N)    089 18 32.29557(W) AD(       ) 4
 FE2447  NAD 83(1986)-  35 56 25.64317(N)    089 18 32.29369(W) AD(       ) 4
 FE2447  NAD 27      -  35 56 25.38200(N)    089 18 32.04100(W) AD(       ) 3
 FE2447
 FE2447.Superseded values are not recommended for survey control.
 FE2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2447.See file dsdata.txt to determine how the superseded data were derived.
 FE2447
 FE2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9172479808(NAD 83)
 FE2447_MARKER: 51 = TANK
 FE2447
 FE2447  HISTORY     - Date     Condition        Report By
 FE2447  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2447
 FE2447                          STATION DESCRIPTION
 FE2447
 FE2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2447'THE STATION IS THE CENTER OF THE TOP OF THE SPHERICAL SHAPED TANK.
 FE2447'THE TANK IS PAINTED WHITE AND HAS AN OVERALL HEIGHT OF ABOUT 50
 FE2447'FEET.
 FE2447'
 FE2447'THE TANK IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF DYERSBURG, ABOUT 4
 FE2447'MILES NORTHWEST OF FRIENDSHIP AND ON PROPERTY OWNED BY THE TRUNKLINE
 FE2447'GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0758 ***********************************************************************
 GC0758  DESIGNATION -  BOOTH
 GC0758  PID         -  GC0758
 GC0758  STATE/COUNTY-  TN/SUMNER
 GC0758  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0758
 GC0758                         *CURRENT SURVEY CONTROL
 GC0758  ___________________________________________________________________
 GC0758* NAD 83(1995)-  36 20 31.75773(N)    086 32 07.18591(W)     ADJUSTED  
 GC0758* NAVD 88     -       200.642  (meters)     658.27   (feet)  ADJUSTED  
 GC0758  ___________________________________________________________________
 GC0758  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GC0758  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0758  DYNAMIC HT  -         200.474 (meters)     657.72  (feet)  COMP
 GC0758  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0758
 GC0758  HORZ ORDER  -  SECOND
 GC0758  VERT ORDER  -  SECOND    CLASS 0
 GC0758
 GC0758.The horizontal coordinates were established by classical geodetic methods
 GC0758.and adjusted by the National Geodetic Survey in April 1999..
 GC0758
 GC0758.The orthometric height was determined by differential leveling
 GC0758.and adjusted by the National Geodetic Survey in June 1991..
 GC0758
 GC0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0758
 GC0758.The geoid height was determined by GEOID03.
 GC0758
 GC0758.The dynamic height is computed by dividing the NAVD 88
 GC0758.geopotential number by the normal gravity value computed on the
 GC0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0758.degrees latitude (g = 980.6199 gals.).
 GC0758
 GC0758.The modeled gravity was interpolated from observed gravity values.
 GC0758
 GC0758;                    North         East     Units Scale Factor Converg.
 GC0758;SPC TN       -   223,011.885   551,942.919   MT  0.99998763   -0 18 48.3
 GC0758;SPC TN       -   731,664.83  1,810,832.73   sFT  0.99998763   -0 18 48.3
 GC0758;UTM  16      - 4,021,999.725   541,698.138   MT  0.99962142   +0 16 31.3
 GC0758
 GC0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0758!SPC TN       -   0.99997313  x   0.99998763  =   0.99996076
 GC0758!UTM  16      -   0.99997313  x   0.99962142  =   0.99959456
 GC0758
 GC0758:                Primary Azimuth Mark                     Grid Az
 GC0758:SPC TN       -  BOOTH AZ MK                              067 45 21.1
 GC0758:UTM  16      -  BOOTH AZ MK                              067 10 01.5
 GC0758
 GC0758|---------------------------------------------------------------------|
 GC0758| PID    Reference Object                     Distance      Geod. Az  |
 GC0758|                                                           dddmmss.s |
 GC0758| GC0756 BOOTH AZ MK                         APPROX. 2.2 KM 0672632.8 |
 GC0758| GC0759 BOOTH RM 1                           26.186 METERS 09825     |
 GC0758| GC0757 BOOTH RM 2                           24.524 METERS 21950     |
 GC0758|---------------------------------------------------------------------|
 GC0758
 GC0758                          SUPERSEDED SURVEY CONTROL
 GC0758
 GC0758  NAD 83(1995)-  36 20 31.75909(N)    086 32 07.18751(W) AD(       ) 2
 GC0758  NAD 83(1995)-  36 20 31.76424(N)    086 32 07.18782(W) AD(       ) 2
 GC0758  NAD 83(1986)-  36 20 31.76817(N)    086 32 07.18768(W) AD(       ) 2
 GC0758  NAD 27      -  36 20 31.59150(N)    086 32 07.21510(W) AD(       ) 2
 GC0758  NGVD 29 (??/??/92)  200.711  (m)          658.50   (f) ADJ UNCH    2 0
 GC0758
 GC0758.Superseded values are not recommended for survey control.
 GC0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0758.See file dsdata.txt to determine how the superseded data were derived.
 GC0758
 GC0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4169822000(NAD 83)
 GC0758_MARKER: DD = SURVEY DISK
 GC0758_SETTING: 66 = SET IN ROCK OUTCROP
 GC0758_SP_SET: BEDROCK
 GC0758_STAMPING: BOOTH 1961
 GC0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0758+STABILITY: POSITION/ELEVATION WELL
 GC0758
 GC0758  HISTORY     - Date     Condition        Report By
 GC0758  HISTORY     - 1961     MONUMENTED       TNHD
 GC0758  HISTORY     - 1961     GOOD             TNHD
 GC0758
 GC0758                          STATION DESCRIPTION
 GC0758
 GC0758'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0758'6.2 MI SW FROM GALLATIN.
 GC0758'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. 31E FOR
 GC0758'6.25 MILES TO A DRIVEWAY AND A FIELD ROAD RIGHT, TURN RIGHT AND
 GC0758'FOLLOW FIELD ROAD NORTHERLY FOR 0.3 MILE TO A GATE AND A FIELD ROAD
 GC0758'RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO THE STATION.
 GC0758'THE STATION IS 61 FEET SOUTHEAST OF A 36-INCH WHITE OAK TREE,
 GC0758'52.2 FEET NORTHWEST OF A WITNESS POST, SET FLUSH IN A DRILLED
 GC0758'HOLE IN OUTCROPPING BEDROCK.
 GC0758
 GC0758                          STATION RECOVERY (1961)
 GC0758
 GC0758'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0758'THE STATION IS ABOUT 6.2 MILES SOUTHWEST OF GALLATIN ON THE PROPERTY
 GC0758'OF MR. GUY COMER.
 GC0758'
 GC0758'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SUMNER COUNTY
 GC0758'COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S.  HIGHWAY 31E FOR
 GC0758'6.25 MILES TO A DRIVEWAY AND FIELD ROAD RIGHT, TURN RIGHT AND FOLLOW
 GC0758'FIELD ROAD NORTHERLY FOR 0.3 MILE TO A GATE AND A FIELD ROAD RIGHT,
 GC0758'TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 GC0758'
 GC0758'THE STATION IS 61 FEET SOUTHEAST OF A 36-INCH WHITE OAK TREE AND 52.2
 GC0758'FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0758'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED HOLE IN
 GC0758'OUTCROPPING BEDROCK, AND THE DISK IS STAMPED BOOTH 1961.  NO
 GC0758'UNDERGROUND MARK WAS ESTABLISHED.
 GC0758'
 GC0758'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF A 15-INCH WALNUT TREE.  THE
 GC0758'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GC0758'FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND THE DISK IS
 GC0758'STAMPED BOOTH RM-1 1961.
 GC0758'
 GC0758'REFERENCE MARK NO. 2 IS 30 FEET SOUTHWEST OF A 24-INCH WHITE OAK
 GC0758'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0758'DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND
 GC0758'THE DISK IS STAMPED BOOTH RM-2 1961.
 GC0758'
 GC0758'THE AZIMUTH MARK IS 32 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC0758'HIGHWAY 31E.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0758'DEPARTMENT DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN THE SIDEWALK AT
 GC0758'THE SOUTHWEST CORNER OF A BRIDGE, AND THE DISK IS STAMPED BOOTH
 GC0758'AZI 1961.
 GC0758'
 GC0758'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 31E
 GC0758'AND THE FIELD ROAD, GO NORTHEAST ON U.S. HIGHWAY 31E FOR 1.5
 GC0758'MILES TO A HIGHWAY BRIDGE ACROSS STATION CAMP CREEK AND THE MARK ON
 GC0758'THE LEFT AS DESCRIBED.
 GC0758'
 GC0758'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1708 ***********************************************************************
 GD1708  DESIGNATION -  BOOTH
 GD1708  PID         -  GD1708
 GD1708  STATE/COUNTY-  TN/DYER
 GD1708  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD1708
 GD1708                         *CURRENT SURVEY CONTROL
 GD1708  ___________________________________________________________________
 GD1708* NAD 83(1995)-  36 05 58.36698(N)    089 33 52.22139(W)     ADJUSTED  
 GD1708* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1708  ___________________________________________________________________
 GD1708  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GD1708  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1708
 GD1708  HORZ ORDER  -  SECOND
 GD1708
 GD1708.The horizontal coordinates were established by classical geodetic methods
 GD1708.and adjusted by the National Geodetic Survey in April 1999..
 GD1708
 GD1708.The orthometric height was scaled from a topographic map.
 GD1708
 GD1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1708
 GD1708.The geoid height was determined by GEOID03.
 GD1708
 GD1708;                    North         East     Units Scale Factor Converg.
 GD1708;SPC TN       -   201,805.112   279,099.480   MT  0.99995910   -2 05 12.5
 GD1708;SPC TN       -   662,088.94    915,678.88   sFT  0.99995910   -2 05 12.5
 GD1708;UTM  16      - 3,998,035.026   269,134.235   MT  1.00025678   -1 30 41.9
 GD1708
 GD1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1708!SPC TN       -   0.99999172  x   0.99995910  =   0.99995082
 GD1708!UTM  16      -   0.99999172  x   1.00025678  =   1.00024849
 GD1708
 GD1708|---------------------------------------------------------------------|
 GD1708| PID    Reference Object                     Distance      Geod. Az  |
 GD1708|                                                           dddmmss.s |
 GD1708| CG3277 BOOTH RM 1                           14.750 METERS 11611     |
 GD1708| CG3279 BOOTH RM 3                           14.741 METERS 11612     |
 GD1708| CG3276 BOOTH AZ MK                                        1211530.9 |
 GD1708| CG3278 BOOTH RM 2                           17.893 METERS 17927     |
 GD1708|---------------------------------------------------------------------|
 GD1708
 GD1708                          SUPERSEDED SURVEY CONTROL
 GD1708
 GD1708  NAD 83(1995)-  36 05 58.37037(N)    089 33 52.22279(W) AD(       ) 2
 GD1708  NAD 83(1995)-  36 05 58.36999(N)    089 33 52.22283(W) AD(       ) 2
 GD1708  NAD 83(1986)-  36 05 58.37847(N)    089 33 52.22154(W) AD(       ) 2
 GD1708  NAD 27      -  36 05 58.12497(N)    089 33 51.94518(W) AD(       ) 2
 GD1708
 GD1708.Superseded values are not recommended for survey control.
 GD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1708.See file dsdata.txt to determine how the superseded data were derived.
 GD1708
 GD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6913498035(NAD 83)
 GD1708_MARKER: DS = TRIANGULATION STATION DISK
 GD1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1708
 GD1708  HISTORY     - Date     Condition        Report By
 GD1708  HISTORY     - 1959     MONUMENTED       CGS
 GD1708  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GD1708  HISTORY     - 1972     GOOD             NGS
 GD1708  HISTORY     - 20050609 POOR             USACE
 GD1708
 GD1708                          STATION DESCRIPTION
 GD1708
 GD1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1708'THE STATION IS ABOUT 4 MILES WEST OF THE SMALL TOWN OF LENOX AND
 GD1708'ABOUT 5 MILES NORTHWEST OF THE TOWN OF FINLEY IN THE ROAD
 GD1708'RIGHT-OF-WAY.  IT IS 3 FEET SOUTH OF A WIRE FENCE, 32 FEET NORTH OF
 GD1708'THE CENTERLINE OF THE CONCRETE ROAD, 6 FEET WEST OF A WHITE
 GD1708'WITNESS POST, AND 96 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GD1708'DOOR TO AN OLD ROOT CELLER.  THE MONUMENT PROJECTS 1 INCH AND THE
 GD1708'DISK IS STAMPED BOOTH 1959.
 GD1708'
 GD1708'TO REACH FROM THE BRICK SCHOOL BUILDING IN LENOX, GO WEST ON A PAVED
 GD1708'ROAD FOR 0.25 MILE TO THE ILLINOIS CENTRAL RAILROAD.  CONTINUE WEST
 GD1708'FOR 0.5 MILES TO WHERE THE ROAD NARROWS TO ONE LANE OF CONCRETE
 GD1708'PAVEMENT.  CONTINUE WEST ON THE CONCRETE ROAD FOR 1.15 MILES TO A
 GD1708'ONE-LANE STEEL BRIDGE, 0.2 MILE LONG.  CONTINUE WEST ON THE ONE
 GD1708'LANE CONCRETE ROAD FOR 1.4 MILE TO A GRAVEL SIDE ROAD LEFT.*
 GD1708'CONTINUE WEST ON THE ONE LANE CONCRETE ROAD FOR 0.55 MILE TO
 GD1708'STATION ON THE RIGHT.
 GD1708'
 GD1708'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE NARROW
 GD1708'GRAVEL ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1708'
 GD1708'REFERENCE MARK 1 IS 4 FEET SOUTH OF A WIRE FENCE, 32 FEET NORTH OF
 GD1708'THE CENTERLINE OF THE CONCRETE ROAD, AND 42 FEET EAST OF A WHITE
 GD1708'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GD1708'BOOTH NO 1 1959.
 GD1708'
 GD1708'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE CONCRETE
 GD1708'ROAD, 2 FEET NORTH OF A WIRE FENCE, AND 19 FEET WEST OF A POWER
 GD1708'POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BOOTH NO
 GD1708'2 1959.
 GD1708'
 GD1708'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 19 FEET WEST OF THE
 GD1708'CENTERLINE OF THE GRAVEL ROAD, AND 2 FEET SOUTH OF A WHITE WITNESS
 GD1708'POST.  THE MONUMENT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 GD1708'BOOTH 1959.
 GD1708'
 GD1708'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1708
 GD1708                          STATION RECOVERY (1965)
 GD1708
 GD1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GD1708'THE SUBSURFACE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GD1708'2 AND THE AZIMUTH MARK WERE RECOVERED.  THE SURFACE STATION MARK AND
 GD1708'DISK
 GD1708'WERE NOT FOUND.  THERE WAS NO APPARENT EVIDENCE OF ANY MOVEMENT IN
 GD1708'THE SUBSURFACE STATION MARK.  REFERENCE MARK NO. 1 SHOWED EVIDENCE OF
 GD1708'HAVING BEEN STRUCK BY FARMING EQUIPMENT, BUT WAS PLUMB AND SOLID
 GD1708'IN THE GROUND.  A SLIGHT DISCREPANCY WAS NOTED IN THE HORIZONTAL
 GD1708'MEASUREMENTS BETWEEN THE SUBSURFACE STATION MARK AND THE
 GD1708'REFERENCE MARKS, AND IN THE MEASUREMENT BETWEEN THE REFERENCE
 GD1708'MARKS.  A CONSIDERABLE CHANGE WAS NOTED IN THE HORIZONTAL
 GD1708'DIRECTION TO REFERENCE MARK NO. 1.  A NEW SURFACE STATION
 GD1708'MARK WAS ESTABLISHED DIRECTLY ABOVE THE ORIGINAL SUBSURFACE
 GD1708'MARK.
 GD1708'
 GD1708'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GD1708'
 GD1708'THE STATION IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD ABOUT
 GD1708'6 MILES NORTHWEST OF FINLEY AND 4 MILES WEST OF THE SMALL COMMUNITY
 GD1708'OF LENOX.
 GD1708'
 GD1708'TO REACH THE STATION FROM THE POST OFFICE JUST WEST OF THE SCHOOL
 GD1708'HOUSE IN THE SMALL COMMUNITY OF LENOX, GO WESTERLY ON A BLACKTOP
 GD1708'ROAD FOR 0.25 MILE TO A RAILROAD CROSSING, CONTINUE WESTERLY ON THE
 GD1708'BLACKTOP ROAD FOR 0.5 MILE TO WHERE THE
 GD1708'BLACKTOP ENDS AND A ONE LANE CONCRETE ROAD BEGINS.  HERE
 GD1708'CONTINUE WESTERLY ON THE CONCRETE ROAD FOR 1.2 MILES TO A NARROW
 GD1708'STEEL BRIDGE OVER THE OBION RIVER, CONTINUE WEST AND NORTHWEST ON
 GD1708'THE CONCRETE ROAD FOR 1.4 MILES TO A GRAVELED FARM LANE ON THE
 GD1708'LEFT, CONTINUE WEST-NORTHWESTERLY ON THE CONCRETE ROAD FOR 0.65
 GD1708'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GD1708'
 GD1708'THE STATION IS 68 FEET NORTH-NORTHWEST OF A POWERLINE POLE, 28 FEET
 GD1708'NORTH OF THE NORTH EDGE OF THE CONCRETE LANE AND APPROXIMATE CENTER
 GD1708'OF THE ROAD, AND 2.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1708'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1708'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BOOTH 1959
 GD1708'1965.  THE UNDERGROUND STATION MARK IS ABOUT
 GD1708'30 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED BOOTH 1959.
 GD1708'
 GD1708'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE NORTH EDGE OF THE
 GD1708'CONCRETE LANE AND APPROXIMATE CENTER OF THE ROAD, AND AT THE SOUTH
 GD1708'EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP
 GD1708'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1708'STAMPED BOOTH NO 1 1959.
 GD1708'
 GD1708'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE NORTH EDGE OF THE
 GD1708'CONCRETE LANE AND APPROXIMATE CENTER OF THE ROAD, 19 FEET WEST OF A
 GD1708'POWERLINE POLE AND 2 FEET NORTH OF A FENCE.  IT IS A STANDARD DISK
 GD1708'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD1708'DISK IS STAMPED BOOTH NO 2 1959.
 GD1708'
 GD1708'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1708'REFERENCE MARK NO. 2 IS 56.85 FEET.
 GD1708'
 GD1708'THE AZIMUTH MARK IS 19 FEET WEST OF THE APPROXIMATE CENTER OF A
 GD1708'GRAVELED FARM LANE, 1.6 FEET SOUTH OF A METAL WITNESS POST AND SIGN
 GD1708'AND 1 FOOT EAST OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP
 GD1708'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1708'STAMPED BOOTH 1959.
 GD1708'
 GD1708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON THE
 GD1708'CONCRETE ROAD FOR 0.65 MILE TO A GRAVELED FARM LANE ON THE RIGHT,
 GD1708'TURN RIGHT, SOUTH, ON THE FARM LANE AND GO 0.1 MILE TO THE MARK ON
 GD1708'THE RIGHT AS DESCRIBED.
 GD1708'
 GD1708'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1708
 GD1708                          STATION RECOVERY (1972)
 GD1708
 GD1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GD1708'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GD1708'RECOVERED AND FOUND IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR
 GD1708'REFERENCE MARK NO. 1 WAS FOUND WITH THE CAP POPPED FROM THE SHANK.
 GD1708'A PLUMBING BENCH WAS ERECTED OVER THE MARK AND THE CENTER POINT OF
 GD1708'THE SHANK HELD, AFTER WHICH THE OLD SHANK WAS CHISELD OUT, THE HOLE
 GD1708'DEEPENED AND BELLED OUT AND A NEW DISK STAMPED BOOTH 1959 NO 3
 GD1708'1972 WAS CEMENTED DIRECTLY UNDER THE POINT HELD AND DOES MARK VERY
 GD1708'NEARLY THE EXACT POSITION AS DID THE OLD REFERENCE MARK NO. 2.  THE
 GD1708'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 GD1708'AZIMUTH MARK AND THE REFERENCE MARKS.  IN CHECKING THE ANGLE
 GD1708'OBSERVED THIS DATE AGAINST THE 1965 OBSERVATIONS, A DISCREPANCY
 GD1708'OF PLUS 01 FOOT 44.0 INCHES WAS NOTED FOR REFERENCE MARK NO. 2.
 GD1708'IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 GD1708'STATION AND REFERENCE MARK NO. 2 A DISCREPANCY OF - 0.01 OF A FOOT
 GD1708'WAS NOTED.
 GD1708'
 GD1708'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1708'
 GD1708'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF A CULTIVATED FIELD
 GD1708'ABOUT 6 MILES NORTHWEST OF FINLEY AND 4 MILES WEST OF THE SMALL
 GD1708'COMMUNITY OF LENNOX.
 GD1708'
 GD1708'TO REACH THE STATION FROM THE POST OFFICE IN FINLEY, GO WESTERLY ON
 GD1708'STATE ROUTE 20 FOR 1.2 MILES TO A CROSSROAD AT BIG BOY JUNCTION,
 GD1708'CONTINUE WEST-NORTHWESTERLY ON STATE ROUTE 20 FOR 4.25 MILES TO A
 GD1708'GRAVELED T ROAD RIGHT, NORTH, AND A LARGE SIGN RIVER GRAIN
 GD1708'ELEVATOR.  HERE TURN NORTH ON THIS GRAVELED ROAD AND GO 3.3 MILES TO
 GD1708'THE JUNCTION WITH COUNTY ROAD 8025, THE SOUTH HALF OF THIS ROAD IS
 GD1708'CONCRETE PAVEMENT AND THE NORTH HALF IS GRAVEL.  HERE TURN
 GD1708'RIGHT ON COUNTY ROAD 8025 AND GO EASTERLY FOR 0.15 OF A MILE TO
 GD1708'THE MARK ON THE LEFT AS DESCRIBED.
 GD1708'
 GD1708'THE STATION IS 68 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 GD1708'GUYED POWERLINE TRANSFORMER POLE, 28 FEET NORTH OF THE APPROXIMATE
 GD1708'CENTER NORTH EDGE OF CONCRETE LANE OF COUNTY ROAD 8025, 1.0 FOOT
 GD1708'SOUTH OF A METAL WITNESS POST AND SIGN, AND AT THE SOUTH EDGE OF A
 GD1708'CULTIVATED FIELD ALONG THE NORTH RIGHT-OF-WAY OF THE COUNTY
 GD1708'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1708'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BOOTH 1959
 GD1708'1965.
 GD1708'
 GD1708'REFERENCE MARK NO. 2 IS ACROSS THE ROAD SOUTH OF THE STATION, 25
 GD1708'FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 8025, 19 FEET
 GD1708'WEST OF THE GUYED POWERLINE TRANSFORMER POLE, 1.0 FOOT EAST OF A
 GD1708'METAL WITNESS POST AND SIGN, DIRECTLY UNDER A GUY CABLE FOR THE
 GD1708'POWERLINE POLE, AND ALONG THE NORTH EDGE OF A FIELD ALONG THE
 GD1708'SOUTH RIGHT-OF-WAY OF THE COUNTY ROAD.  IT IS A STANDARD DISK SET IN
 GD1708'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1708'THE DISK IS STAMPED BOOTH NO 2 1959.
 GD1708'
 GD1708'REFERENCE MARK NO. 3 IS 52 FEET NORTH AND ACROSS THE ROAD FROM THE
 GD1708'GUYED POWERLINE TRANSFORMER POLE, 27 FEET NORTH OF THE APPROXIMATE
 GD1708'CENTER OF COUNTY ROAD 8025, 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 GD1708'POST AND SIGN, NEAR SOUTH EDGE OF FIELD ALONG THE NORTH
 GD1708'RIGHT-OF-WAY.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1708'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BOOTH
 GD1708'1959 NO 3 1972.
 GD1708'
 GD1708'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1708'REFERENCE MARK NO. 3 IS 56.85 FEET - 17.326 METERS.
 GD1708'
 GD1708'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE SOUTHEAST OF THE STATION, 19
 GD1708'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED FARM LANE, 1.6
 GD1708'FEET SOUTH OF A WHITE, WOODEN, WITNESS POST, 1.0 FOOT NORTH OF A
 GD1708'METAL WITNESS POST AND SIGN, AND 1 FOOT EAST OF A FENCE.  IT IS A
 GD1708'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1708'CONCRETE MONUMENT AND THE DISK IS STAMPED BOOTH 1959.
 GD1708'
 GD1708'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST-SOUTHEAST
 GD1708'ON COUNTY ROAD 8025 FOR 0.65 OF A MILE TO A GRAVELED FARM LANE ON
 GD1708'THE RIGHT, TURN RIGHT ON THIS FARM LANE AND GO SOUTHERLY FOR ABOUT
 GD1708'0.1 OF A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1708
 GD1708                          STATION RECOVERY (2005)
 GD1708
 GD1708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD1708'FOUND CONCRETE MONUMENTS FOR STATAION AND RM3.  APPEARS UPPER 3 TO 4
 GD1708'INCHES OF CONCRETE KNOCKED OFF THIS DISK DRILL HOLES
 GD1708'UNDISTINGUISHABLE.  UNDERGROUND STATION NOT SEARCHED FOR BUT APPEARS
 GD1708'AS IF SHOULD BE GOOD.  RM2 FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT
 GD1708'FOUND.  SUSPECT DESTROYED DUE TO AREA NOW IN CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0756 ***********************************************************************
 GC0756  DESIGNATION -  BOOTH AZ MK
 GC0756  PID         -  GC0756
 GC0756  STATE/COUNTY-  TN/SUMNER
 GC0756  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0756
 GC0756                         *CURRENT SURVEY CONTROL
 GC0756  ___________________________________________________________________
 GC0756* NAD 83(1995)-  36 20 59.12575(N)    086 30 45.71645(W)     ADJUSTED  
 GC0756* NAVD 88     -       139.624  (meters)     458.08   (feet)  ADJUSTED  
 GC0756  ___________________________________________________________________
 GC0756  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GC0756  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0756  DYNAMIC HT  -         139.507 (meters)     457.70  (feet)  COMP
 GC0756  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GC0756
 GC0756  HORZ ORDER  -  SECOND
 GC0756  VERT ORDER  -  SECOND    CLASS 0
 GC0756
 GC0756.The horizontal coordinates were established by classical geodetic methods
 GC0756.and adjusted by the National Geodetic Survey in April 1999..
 GC0756
 GC0756.The orthometric height was determined by differential leveling
 GC0756.and adjusted by the National Geodetic Survey in June 1991..
 GC0756
 GC0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0756
 GC0756.The geoid height was determined by GEOID03.
 GC0756
 GC0756.The dynamic height is computed by dividing the NAVD 88
 GC0756.geopotential number by the normal gravity value computed on the
 GC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0756.degrees latitude (g = 980.6199 gals.).
 GC0756
 GC0756.The modeled gravity was interpolated from observed gravity values.
 GC0756
 GC0756;                    North         East     Units Scale Factor Converg.
 GC0756;SPC TN       -   223,844.571   553,978.875   MT  0.99998882   -0 18 00.6
 GC0756;SPC TN       -   734,396.73  1,817,512.36   sFT  0.99998882   -0 18 00.6
 GC0756;UTM  16      - 4,022,852.979   543,724.687   MT  0.99962355   +0 17 19.8
 GC0756
 GC0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0756!SPC TN       -   0.99998270  x   0.99998882  =   0.99997152
 GC0756!UTM  16      -   0.99998270  x   0.99962355  =   0.99960626
 GC0756
 GC0756                          SUPERSEDED SURVEY CONTROL
 GC0756
 GC0756  NAD 83(1995)-  36 20 59.12706(N)    086 30 45.71802(W) AD(       ) 2
 GC0756  NAD 83(1995)-  36 20 59.13243(N)    086 30 45.71831(W) AD(       ) 2
 GC0756  NAD 83(1986)-  36 20 59.13620(N)    086 30 45.71811(W) AD(       ) 2
 GC0756  NAD 27      -  36 20 58.96030(N)    086 30 45.74820(W) AD(       ) 2
 GC0756  NGVD 29 (??/??/??)  139.72   (m)          458.4    (f) RESET       3  
 GC0756
 GC0756.Superseded values are not recommended for survey control.
 GC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0756.See file dsdata.txt to determine how the superseded data were derived.
 GC0756
 GC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4372522853(NAD 83)
 GC0756_MARKER: DD = SURVEY DISK
 GC0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0756_SP_SET: SIDEWALK
 GC0756_STAMPING: BOOTH AZI 1961
 GC0756_MARK LOGO: TNHD  
 GC0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0756
 GC0756  HISTORY     - Date     Condition        Report By
 GC0756  HISTORY     - 1961     MONUMENTED       TNHD
 GC0756
 GC0756                          STATION DESCRIPTION
 GC0756
 GC0756'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0756'4.7 MI SW FROM GALLATIN.
 GC0756'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. 31E FOR 4.7
 GC0756'MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED IN THE SOUTHWEST
 GC0756'END OF THE BRIDGE, SIDEWALK, ACROSS STATION CAMP CREEK, 32 FEET
 GC0756'WEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, AND IS CEMENTED FLUSH,
 GC0756'IN A DRILLED HOLE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0759 ***********************************************************************
 GC0759  DESIGNATION -  BOOTH RM 1
 GC0759  PID         -  GC0759
 GC0759  STATE/COUNTY-  TN/SUMNER
 GC0759  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0759
 GC0759                         *CURRENT SURVEY CONTROL
 GC0759  ___________________________________________________________________
 GC0759* NAD 83(1986)-  36 20 32.     (N)    086 32 07.     (W)     SCALED    
 GC0759* NAVD 88     -       196.487  (meters)     644.64   (feet)  ADJUSTED  
 GC0759  ___________________________________________________________________
 GC0759  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0759  DYNAMIC HT  -         196.324 (meters)     644.11  (feet)  COMP
 GC0759  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0759
 GC0759  VERT ORDER  -  SECOND    CLASS 0
 GC0759
 GC0759.The horizontal coordinates were scaled from a topographic map and have
 GC0759.an estimated accuracy of +/- 6 seconds.
 GC0759
 GC0759.The orthometric height was determined by differential leveling
 GC0759.and adjusted by the National Geodetic Survey in June 1991..
 GC0759
 GC0759.The geoid height was determined by GEOID03.
 GC0759
 GC0759.The dynamic height is computed by dividing the NAVD 88
 GC0759.geopotential number by the normal gravity value computed on the
 GC0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0759.degrees latitude (g = 980.6199 gals.).
 GC0759
 GC0759.The modeled gravity was interpolated from observed gravity values.
 GC0759
 GC0759;                    North         East    Units  Estimated Accuracy
 GC0759;SPC TN       -   223,020.      551,950.      MT  (+/- 180 meters Scaled)
 GC0759
 GC0759                          SUPERSEDED SURVEY CONTROL
 GC0759
 GC0759  NGVD 29 (??/??/92)  196.557  (m)          644.87   (f) ADJ UNCH    2 0
 GC0759
 GC0759.Superseded values are not recommended for survey control.
 GC0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0759.See file dsdata.txt to determine how the superseded data were derived.
 GC0759
 GC0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF417220(NAD 83)
 GC0759_MARKER: DD = SURVEY DISK
 GC0759_SETTING: 66 = SET IN ROCK OUTCROP
 GC0759_SP_SET: BEDROCK
 GC0759_STAMPING: BOOTH RM-1 1961
 GC0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0759+STABILITY: POSITION/ELEVATION WELL
 GC0759
 GC0759  HISTORY     - Date     Condition        Report By
 GC0759  HISTORY     - 1961     MONUMENTED       TNHD
 GC0759
 GC0759                          STATION DESCRIPTION
 GC0759
 GC0759'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0759'6.2 MI SW FROM GALLATIN.
 GC0759'THIS MARK IS LOCATED AT THE BOOTH 1961 STATION SITE, 38 FEET
 GC0759'NORTH OF A 15-INCH WALNUT TREE, 86 FEET EAST OF THE STATION,
 GC0759'CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0757 ***********************************************************************
 GC0757  DESIGNATION -  BOOTH RM 2
 GC0757  PID         -  GC0757
 GC0757  STATE/COUNTY-  TN/SUMNER
 GC0757  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0757
 GC0757                         *CURRENT SURVEY CONTROL
 GC0757  ___________________________________________________________________
 GC0757* NAD 83(1986)-  36 20 32.     (N)    086 32 07.     (W)     SCALED    
 GC0757* NAVD 88     -       199.461  (meters)     654.40   (feet)  ADJUSTED  
 GC0757  ___________________________________________________________________
 GC0757  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0757  DYNAMIC HT  -         199.295 (meters)     653.85  (feet)  COMP
 GC0757  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0757
 GC0757  VERT ORDER  -  SECOND    CLASS 0
 GC0757
 GC0757.The horizontal coordinates were scaled from a topographic map and have
 GC0757.an estimated accuracy of +/- 6 seconds.
 GC0757
 GC0757.The orthometric height was determined by differential leveling
 GC0757.and adjusted by the National Geodetic Survey in June 1991..
 GC0757
 GC0757.The geoid height was determined by GEOID03.
 GC0757
 GC0757.The dynamic height is computed by dividing the NAVD 88
 GC0757.geopotential number by the normal gravity value computed on the
 GC0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0757.degrees latitude (g = 980.6199 gals.).
 GC0757
 GC0757.The modeled gravity was interpolated from observed gravity values.
 GC0757
 GC0757;                    North         East    Units  Estimated Accuracy
 GC0757;SPC TN       -   223,020.      551,950.      MT  (+/- 180 meters Scaled)
 GC0757
 GC0757                          SUPERSEDED SURVEY CONTROL
 GC0757
 GC0757  NGVD 29 (??/??/92)  199.531  (m)          654.63   (f) ADJ UNCH    2 0
 GC0757
 GC0757.Superseded values are not recommended for survey control.
 GC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0757.See file dsdata.txt to determine how the superseded data were derived.
 GC0757
 GC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF417220(NAD 83)
 GC0757_MARKER: DD = SURVEY DISK
 GC0757_SETTING: 66 = SET IN ROCK OUTCROP
 GC0757_SP_SET: BEDROCK
 GC0757_STAMPING: BOOTH RM-2 1961
 GC0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0757+STABILITY: POSITION/ELEVATION WELL
 GC0757
 GC0757  HISTORY     - Date     Condition        Report By
 GC0757  HISTORY     - 1961     MONUMENTED       TNHD
 GC0757
 GC0757                          STATION DESCRIPTION
 GC0757
 GC0757'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0757'6.2 MI SW FROM GALLATIN.
 GC0757'THIS MARK IS LOCATED AT THE BOOTH 1961 STATION SITE, 30 FEET
 GC0757'SOUTHWEST OF A 24-INCH WHITE OAK TREE, 80.5 FEET SOUTHWEST OF THE
 GC0757'STATION, CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2440 ***********************************************************************
 GC2440  DESIGNATION -  BOUNDARY MON 26 KY TN
 GC2440  PID         -  GC2440
 GC2440  STATE/COUNTY-  TN/ROBERTSON
 GC2440  USGS QUAD   -  ALLENSVILLE (1950)
 GC2440
 GC2440                         *CURRENT SURVEY CONTROL
 GC2440  ___________________________________________________________________
 GC2440* NAD 83(1995)-  36 38 32.89780(N)    087 06 26.31522(W)     ADJUSTED  
 GC2440* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 GC2440  ___________________________________________________________________
 GC2440  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2440  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2440
 GC2440  HORZ ORDER  -  SECOND
 GC2440
 GC2440.The horizontal coordinates were established by classical geodetic methods
 GC2440.and adjusted by the National Geodetic Survey in April 1999..
 GC2440
 GC2440.The orthometric height was scaled from a topographic map.
 GC2440
 GC2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2440
 GC2440.The geoid height was determined by GEOID03.
 GC2440
 GC2440;                    North         East     Units Scale Factor Converg.
 GC2440;SPC TN       -   256,766.764   500,974.324   MT  1.00004785   -0 38 53.7
 GC2440;SPC TN       -   842,408.96  1,643,613.26   sFT  1.00004785   -0 38 53.7
 GC2440;SPC KY1Z     - 1,035,194.031 1,378,608.217   MT  1.00013462   -0 50 00.0
 GC2440;SPC KY1Z     - 3,396,299.08  4,522,983.79   sFT  1.00013462   -0 50 00.0
 GC2440;SPC KY S     -   535,178.278   378,622.300   MT  1.00001773   -0 49 23.4
 GC2440;SPC KY S     - 1,755,830.73  1,242,196.66   sFT  1.00001773   -0 49 23.4
 GC2440;UTM  16      - 4,055,217.141   490,407.478   MT  0.99960113   -0 03 50.6
 GC2440
 GC2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2440!SPC TN       -   0.99997703  x   1.00004785  =   1.00002488
 GC2440!SPC KY1Z     -   0.99997703  x   1.00013462  =   1.00011165
 GC2440!SPC KY S     -   0.99997703  x   1.00001773  =   0.99999476
 GC2440!UTM  16      -   0.99997703  x   0.99960113  =   0.99957817
 GC2440
 GC2440                          SUPERSEDED SURVEY CONTROL
 GC2440
 GC2440  NAD 83(1995)-  36 38 32.89789(N)    087 06 26.31631(W) AD(       ) 2
 GC2440  NAD 83(1995)-  36 38 32.90572(N)    087 06 26.31577(W) AD(       ) 2
 GC2440  NAD 83(1986)-  36 38 32.90693(N)    087 06 26.31864(W) AD(       ) 2
 GC2440  NAD 27      -  36 38 32.75000(N)    087 06 26.32000(W) AD(       ) 2
 GC2440
 GC2440.Superseded values are not recommended for survey control.
 GC2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2440.See file dsdata.txt to determine how the superseded data were derived.
 GC2440
 GC2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9040755217(NAD 83)
 GC2440_MARKER: 71 = BOUNDARY MONUMENT
 GC2440
 GC2440  HISTORY     - Date     Condition        Report By
 GC2440  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2440
 GC2440                          STATION DESCRIPTION
 GC2440
 GC2440'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1560 ***********************************************************************
 GB1560  DESIGNATION -  BOUNDARY MON 45 KY TN
 GB1560  PID         -  GB1560
 GB1560  STATE/COUNTY-  TN/CLAY
 GB1560  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1560
 GB1560                         *CURRENT SURVEY CONTROL
 GB1560  ___________________________________________________________________
 GB1560* NAD 83(1995)-  36 37 10.71435(N)    085 24 42.86671(W)     ADJUSTED  
 GB1560* NAVD 88     -       302.685  (meters)     993.06   (feet)  ADJUSTED  
 GB1560  ___________________________________________________________________
 GB1560  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GB1560  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1560  DYNAMIC HT  -         302.424 (meters)     992.20  (feet)  COMP
 GB1560  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GB1560
 GB1560  HORZ ORDER  -  SECOND
 GB1560  VERT ORDER  -  SECOND    CLASS 0
 GB1560
 GB1560.The horizontal coordinates were established by classical geodetic methods
 GB1560.and adjusted by the National Geodetic Survey in April 1999..
 GB1560
 GB1560.The orthometric height was determined by differential leveling
 GB1560.and adjusted by the National Geodetic Survey in June 1991..
 GB1560
 GB1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1560
 GB1560.The geoid height was determined by GEOID03.
 GB1560
 GB1560.The dynamic height is computed by dividing the NAVD 88
 GB1560.geopotential number by the normal gravity value computed on the
 GB1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1560.degrees latitude (g = 980.6199 gals.).
 GB1560
 GB1560.The modeled gravity was interpolated from observed gravity values.
 GB1560
 GB1560;                    North         East     Units Scale Factor Converg.
 GB1560;SPC TN       -   253,831.182   652,608.597   MT  1.00004230   +0 20 39.5
 GB1560;SPC TN       -   832,777.80  2,141,100.04   sFT  1.00004230   +0 20 39.5
 GB1560;SPC KY1Z     - 1,031,832.346 1,530,247.684   MT  1.00014317   +0 12 27.3
 GB1560;SPC KY1Z     - 3,385,269.96  5,020,487.61   sFT  1.00014317   +0 12 27.3
 GB1560;SPC KY S     -   531,827.102   530,244.038   MT  1.00002258   +0 12 18.1
 GB1560;SPC KY S     - 1,744,836.08  1,739,642.31   sFT  1.00002258   +0 12 18.1
 GB1560;UTM  16      - 4,053,853.588   642,008.230   MT  0.99984845   +0 56 50.8
 GB1560
 GB1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1560!SPC TN       -   0.99995730  x   1.00004230  =   0.99999960
 GB1560!SPC KY1Z     -   0.99995730  x   1.00014317  =   1.00010046
 GB1560!SPC KY S     -   0.99995730  x   1.00002258  =   0.99997988
 GB1560!UTM  16      -   0.99995730  x   0.99984845  =   0.99980575
 GB1560
 GB1560                          SUPERSEDED SURVEY CONTROL
 GB1560
 GB1560  NAD 83(1995)-  36 37 10.71463(N)    085 24 42.86694(W) AD(       ) 2
 GB1560  NAD 83(1995)-  36 37 10.72473(N)    085 24 42.87173(W) AD(       ) 2
 GB1560  NAD 83(1986)-  36 37 10.72526(N)    085 24 42.87167(W) AD(       ) 2
 GB1560  NAD 27      -  36 37 10.50146(N)    085 24 42.99634(W) AD(       ) 2
 GB1560  NGVD 29 (??/??/92)  302.798  (m)          993.43   (f) ADJ UNCH    2 0
 GB1560
 GB1560.Superseded values are not recommended for survey control.
 GB1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1560.See file dsdata.txt to determine how the superseded data were derived.
 GB1560
 GB1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4200853854(NAD 83)
 GB1560_MARKER: B = BOLT
 GB1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1560_SP_SET: STONE MONUMENT
 GB1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1560+STABILITY: SURFACE MOTION
 GB1560
 GB1560  HISTORY     - Date     Condition        Report By
 GB1560  HISTORY     - 1966     MONUMENTED       TNHD
 GB1560  HISTORY     - 1966     GOOD             TNHD
 GB1560
 GB1560                          STATION DESCRIPTION
 GB1560
 GB1560'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1560'THE STATION IS AT THE KENTUCKY-TENNESSEE STATE LINE, 15 FEET E OF THE
 GB1560'APPROXIMATE CENTER OF TENNESSEE STATE ROUTE 53, AND 12 FEET NW OF
 GB1560'THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  THE MARK IS AN 8-INCH
 GB1560'SQUARE, STONE MONUMENT THAT PROJECTS 7 INCHES.
 GB1560
 GB1560                          STATION RECOVERY (1966)
 GB1560
 GB1560'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1560'0.7 MI NE FROM CELINA.
 GB1560'THE MARK IS ON THE KENTUCKY-TENNESSEE LINE, 15 FEET EAST OF THE
 GB1560'APPROXIMATE CENTER OF STATE ROUTE 53 AND 12 FEET NORTHWEST OF
 GB1560'THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  THE MARK IS A
 GB1560'STEEL BOLT CEMENTED IN THE TOP OF AN 8-INCH, SQUARE, STONE
 GB1560'MONUMENT THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2358 ***********************************************************************
 GB2358  DESIGNATION -  BOUNDARY MON 48 KY TN
 GB2358  PID         -  GB2358
 GB2358  STATE/COUNTY-  TN/PICKETT
 GB2358  USGS QUAD   -  MOODYVILLE (1962)
 GB2358
 GB2358                         *CURRENT SURVEY CONTROL
 GB2358  ___________________________________________________________________
 GB2358* NAD 83(1995)-  36 37 23.56064(N)    085 07 06.32809(W)     ADJUSTED  
 GB2358* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GB2358  ___________________________________________________________________
 GB2358  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 GB2358  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2358
 GB2358  HORZ ORDER  -  SECOND
 GB2358
 GB2358.The horizontal coordinates were established by classical geodetic methods
 GB2358.and adjusted by the National Geodetic Survey in April 1999..
 GB2358
 GB2358.The orthometric height was scaled from a topographic map.
 GB2358
 GB2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2358
 GB2358.The geoid height was determined by GEOID03.
 GB2358
 GB2358;                    North         East     Units Scale Factor Converg.
 GB2358;SPC TN       -   254,424.296   678,858.342   MT  1.00004316   +0 30 58.0
 GB2358;SPC TN       -   834,723.71  2,227,221.08   sFT  1.00004316   +0 30 58.0
 GB2358;SPC KY1Z     - 1,032,364.794 1,556,501.349   MT  1.00014182   +0 23 15.9
 GB2358;SPC KY1Z     - 3,387,016.83  5,106,621.51   sFT  1.00014182   +0 23 15.9
 GB2358;SPC KY S     -   532,357.819   556,494.579   MT  1.00002181   +0 22 58.9
 GB2358;SPC KY S     - 1,746,577.28  1,825,765.96   sFT  1.00002181   +0 22 58.9
 GB2358;UTM  16      - 4,054,723.661   668,246.431   MT  0.99994875   +1 07 21.8
 GB2358
 GB2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2358!SPC TN       -   0.99995835  x   1.00004316  =   1.00000150
 GB2358!SPC KY1Z     -   0.99995835  x   1.00014182  =   1.00010016
 GB2358!SPC KY S     -   0.99995835  x   1.00002181  =   0.99998015
 GB2358!UTM  16      -   0.99995835  x   0.99994875  =   0.99990710
 GB2358
 GB2358                          SUPERSEDED SURVEY CONTROL
 GB2358
 GB2358  NAD 83(1995)-  36 37 23.56070(N)    085 07 06.32830(W) AD(       ) 2
 GB2358  NAD 83(1995)-  36 37 23.57114(N)    085 07 06.33314(W) AD(       ) 2
 GB2358  NAD 83(1986)-  36 37 23.57121(N)    085 07 06.33330(W) AD(       ) 2
 GB2358  NAD 27      -  36 37 23.32900(N)    085 07 06.49900(W) AD(       ) 2
 GB2358
 GB2358.Superseded values are not recommended for survey control.
 GB2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2358.See file dsdata.txt to determine how the superseded data were derived.
 GB2358
 GB2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6824654724(NAD 83)
 GB2358_MARKER: V = STONE MONUMENT
 GB2358_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2358_SP_SET: OBJECT IMBEDDED IN GROUND
 GB2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2358
 GB2358  HISTORY     - Date     Condition        Report By
 GB2358  HISTORY     - 1935     MONUMENTED       CGS
 GB2358  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GB2358
 GB2358                          STATION DESCRIPTION
 GB2358
 GB2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2358'SEE STATION CLABORN
 GB2358
 GB2358                          STATION RECOVERY (1971)
 GB2358
 GB2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2358'THIS MARK HAS BEEN MOVED BY JOINT PERMISSION OF THE STATES OF
 GB2358'TENNESSEE AND KENTUCKY, AND NO LONGER MARKS ITS ORIGINAL GEODETIC
 GB2358'POSITION. USC AND GS TRIANGULATION STATION CLABORN 1935 FROM WHICH
 GB2358'THE MARK WAS ORIGINALLY POSITIONED, HAS NOW BEEN COMPLETELY
 GB2358'DESTROYED BY GRADING OF A RURAL ROAD. ATTEMPTS TO OBTAIN INFORMATION
 GB2358'REGARDING THE MOVING OF THE MARK HAVE BEEN FRUITLESS.
 GB2358'
 GB2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1 MILE EAST OF
 GB2358'HUNTERSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1532 ***********************************************************************
 GD1532  DESIGNATION -  BOUNDARY MON 8 KY TN
 GD1532  PID         -  GD1532
 GD1532  STATE/COUNTY-  TN/WEAKLEY
 GD1532  USGS QUAD   -  CUBA (1977)
 GD1532
 GD1532                         *CURRENT SURVEY CONTROL
 GD1532  ___________________________________________________________________
 GD1532* NAD 83(1995)-  36 30 09.43102(N)    088 43 06.01059(W)     ADJUSTED  
 GD1532* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 GD1532  ___________________________________________________________________
 GD1532  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GD1532  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1532
 GD1532  HORZ ORDER  -  SECOND
 GD1532
 GD1532.The horizontal coordinates were established by classical geodetic methods
 GD1532.and adjusted by the National Geodetic Survey in April 1999..
 GD1532
 GD1532.The orthometric height was scaled from a topographic map.
 GD1532
 GD1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1532
 GD1532.The geoid height was determined by GEOID03.
 GD1532
 GD1532;                    North         East     Units Scale Factor Converg.
 GD1532;SPC TN       -   244,068.684   356,496.791   MT  1.00001637   -1 35 29.1
 GD1532;SPC TN       -   800,748.67  1,169,606.56   sFT  1.00001637   -1 35 29.1
 GD1532;SPC KY1Z     - 1,023,019.111 1,234,066.909   MT  1.00018946   -1 49 20.8
 GD1532;SPC KY1Z     - 3,356,355.20  4,048,767.85   sFT  1.00018946   -1 49 20.8
 GD1532;SPC KY S     -   522,963.999   234,102.933   MT  1.00004988   -1 48 00.7
 GD1532;SPC KY S     - 1,715,757.72    768,052.71   sFT  1.00004988   -1 48 00.7
 GD1532;UTM  16      - 4,041,071.605   346,112.320   MT  0.99989177   -1 01 20.5
 GD1532
 GD1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1532!SPC TN       -   0.99998088  x   1.00001637  =   0.99999725
 GD1532!SPC KY1Z     -   0.99998088  x   1.00018946  =   1.00017034
 GD1532!SPC KY S     -   0.99998088  x   1.00004988  =   1.00003076
 GD1532!UTM  16      -   0.99998088  x   0.99989177  =   0.99987266
 GD1532
 GD1532                          SUPERSEDED SURVEY CONTROL
 GD1532
 GD1532  NAD 83(1995)-  36 30 09.43098(N)    088 43 06.01086(W) AD(       ) 2
 GD1532  NAD 83(1986)-  36 30 09.44478(N)    088 43 06.00967(W) AD(       ) 2
 GD1532  NAD 27      -  36 30 09.23000(N)    088 43 05.81500(W) AD(       ) 2
 GD1532
 GD1532.Superseded values are not recommended for survey control.
 GD1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1532.See file dsdata.txt to determine how the superseded data were derived.
 GD1532
 GD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4611241072(NAD 83)
 GD1532_MARKER: Z = SEE DESCRIPTION
 GD1532_SETTING: 0 = UNSPECIFIED SETTING
 GD1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1532
 GD1532  HISTORY     - Date     Condition        Report By
 GD1532  HISTORY     - UNK      MONUMENTED       CGS
 GD1532
 GD1532                          STATION DESCRIPTION
 GD1532
 GD1532'DESCRIBED BY COAST AND GEODETIC SURVEY UNK (MAH)
 GD1532'BOUNDARY MONUMENT ESTABLISHED IN 1858-59.  IT IS 83 FEET N 1 DEG
 GD1532'56 MIN E FROM STATION DUKE, SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1547 ***********************************************************************
 GD1547  DESIGNATION -  BOUNDARY MON KY TN
 GD1547  PID         -  GD1547
 GD1547  STATE/COUNTY-  TN/OBION
 GD1547  USGS QUAD   -  CRUTCHFIELD (1969)
 GD1547
 GD1547                         *CURRENT SURVEY CONTROL
 GD1547  ___________________________________________________________________
 GD1547* NAD 83(1995)-  36 30 08.68721(N)    088 52 36.71976(W)     ADJUSTED  
 GD1547* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 GD1547  ___________________________________________________________________
 GD1547  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GD1547  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD1547
 GD1547  HORZ ORDER  -  SECOND
 GD1547
 GD1547.The horizontal coordinates were established by classical geodetic methods
 GD1547.and adjusted by the National Geodetic Survey in April 1999..
 GD1547
 GD1547.The orthometric height was scaled from a topographic map.
 GD1547
 GD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1547
 GD1547.The geoid height was determined by GEOID03.
 GD1547
 GD1547;                    North         East     Units Scale Factor Converg.
 GD1547;SPC TN       -   244,451.701   342,299.260   MT  1.00001633   -1 41 03.2
 GD1547;SPC TN       -   802,005.29  1,123,026.82   sFT  1.00001633   -1 41 03.2
 GD1547;SPC KY1Z     - 1,023,460.006 1,219,868.598   MT  1.00018955   -1 55 11.2
 GD1547;SPC KY1Z     - 3,357,801.70  4,002,185.56   sFT  1.00018955   -1 55 11.2
 GD1547;SPC KY S     -   523,399.170   219,906.429   MT  1.00004993   -1 53 46.8
 GD1547;SPC KY S     - 1,717,185.44    721,476.34   sFT  1.00004993   -1 53 46.8
 GD1547;UTM  16      - 4,041,313.766   331,913.064   MT  0.99994810   -1 07 00.2
 GD1547
 GD1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1547!SPC TN       -   0.99998745  x   1.00001633  =   1.00000378
 GD1547!SPC KY1Z     -   0.99998745  x   1.00018955  =   1.00017700
 GD1547!SPC KY S     -   0.99998745  x   1.00004993  =   1.00003738
 GD1547!UTM  16      -   0.99998745  x   0.99994810  =   0.99993555
 GD1547
 GD1547                          SUPERSEDED SURVEY CONTROL
 GD1547
 GD1547  NAD 83(1995)-  36 30 08.68744(N)    088 52 36.71993(W) AD(       ) 2
 GD1547  NAD 83(1995)-  36 30 08.70039(N)    088 52 36.71732(W) AD(       ) 2
 GD1547  NAD 83(1986)-  36 30 08.70039(N)    088 52 36.71732(W) AD(       ) 2
 GD1547  NAD 27      -  36 30 08.48300(N)    088 52 36.49300(W) AD(       ) 2
 GD1547
 GD1547.Superseded values are not recommended for survey control.
 GD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1547.See file dsdata.txt to determine how the superseded data were derived.
 GD1547
 GD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3191341314(NAD 83)
 GD1547_MARKER: Z = SEE DESCRIPTION
 GD1547_SETTING: 0 = UNSPECIFIED SETTING
 GD1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1547
 GD1547  HISTORY     - Date     Condition        Report By
 GD1547  HISTORY     - 1934     MONUMENTED       CGS
 GD1547
 GD1547                          STATION DESCRIPTION
 GD1547
 GD1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1547'SQUARE CONCRETE POST WITH T ON ONE SIDE AND K ON THE OTHER,
 GD1547'PROJECTING ABOUT 1 INCH ABOVE SURFACE OF SIDEWALK IN CITY OF FULTON,
 GD1547'172.7 FEET N 78 DEG 42 MIN E FROM STATION FULTON, SEE
 GD1547'DESCRIPTION THEREOF.  NOT VISIBLE FROM STATION FULTON IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2331 ***********************************************************************
 GA2331  DESIGNATION -  BOW
 GA2331  PID         -  GA2331
 GA2331  STATE/COUNTY-  TN/CLAIBORNE
 GA2331  USGS QUAD   -  WELL SPRING (1980)
 GA2331
 GA2331                         *CURRENT SURVEY CONTROL
 GA2331  ___________________________________________________________________
 GA2331* NAD 83(1995)-  36 26 44.60558(N)    083 55 44.14350(W)     ADJUSTED  
 GA2331* NAVD 88     -       333.097  (meters)    1092.84   (feet)  ADJUSTED  
 GA2331  ___________________________________________________________________
 GA2331  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 GA2331  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2331  DYNAMIC HT  -         332.805 (meters)    1091.88  (feet)  COMP
 GA2331  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2331
 GA2331  HORZ ORDER  -  SECOND
 GA2331  VERT ORDER  -  SECOND    CLASS 0
 GA2331
 GA2331.The horizontal coordinates were established by classical geodetic methods
 GA2331.and adjusted by the National Geodetic Survey in April 1999..
 GA2331
 GA2331.The orthometric height was determined by differential leveling
 GA2331.and adjusted by the National Geodetic Survey in June 1991..
 GA2331
 GA2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2331
 GA2331.The geoid height was determined by GEOID03.
 GA2331
 GA2331.The dynamic height is computed by dividing the NAVD 88
 GA2331.geopotential number by the normal gravity value computed on the
 GA2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2331.degrees latitude (g = 980.6199 gals.).
 GA2331
 GA2331.The modeled gravity was interpolated from observed gravity values.
 GA2331
 GA2331;                    North         East     Units Scale Factor Converg.
 GA2331;SPC TN       -   236,337.657   785,666.091   MT  1.00000528   +1 12 45.0
 GA2331;SPC TN       -   775,384.46  2,577,639.50   sFT  1.00000528   +1 12 45.0
 GA2331;UTM  17      - 4,037,375.669   237,482.139   MT  1.00044917   -1 44 27.4
 GA2331;UTM  16      - 4,037,772.426   775,261.528   MT  1.00053363   +1 49 32.0
 GA2331
 GA2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2331!SPC TN       -   0.99995247  x   1.00000528  =   0.99995775
 GA2331!UTM  17      -   0.99995247  x   1.00044917  =   1.00040162
 GA2331!UTM  16      -   0.99995247  x   1.00053363  =   1.00048608
 GA2331
 GA2331|---------------------------------------------------------------------|
 GA2331| PID    Reference Object                     Distance      Geod. Az  |
 GA2331|                                                           dddmmss.s |
 GA2331| GA2332 BOW RM 1                             36.932 METERS 06152     |
 GA2331| GA2333 BOW AZ MK                                          0845039.6 |
 GA2331| GA2330 BOW RM 2                             23.119 METERS 24140     |
 GA2331| GA2323 LAME                                APPROX. 3.7 KM 2604506.6 |
 GA2331|---------------------------------------------------------------------|
 GA2331
 GA2331                          SUPERSEDED SURVEY CONTROL
 GA2331
 GA2331  NAD 83(1995)-  36 26 44.60657(N)    083 55 44.14475(W) AD(       ) 2
 GA2331  NAD 83(1995)-  36 26 44.61250(N)    083 55 44.14493(W) AD(       ) 2
 GA2331  NAD 83(1995)-  36 26 44.61340(N)    083 55 44.14614(W) AD(       ) 2
 GA2331  NAD 83(1986)-  36 26 44.61598(N)    083 55 44.14489(W) AD(       ) 2
 GA2331  NAD 27      -  36 26 44.33085(N)    083 55 44.43166(W) AD(       ) 2
 GA2331  NGVD 29 (??/??/92)  333.251  (m)         1093.34   (f) ADJ UNCH    2 0
 GA2331
 GA2331.Superseded values are not recommended for survey control.
 GA2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2331.See file dsdata.txt to determine how the superseded data were derived.
 GA2331
 GA2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3748237376(NAD 83)
 GA2331_MARKER: DD = SURVEY DISK
 GA2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2331_STAMPING: BOW 1964
 GA2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2331+STABILITY: SURFACE MOTION
 GA2331
 GA2331  HISTORY     - Date     Condition        Report By
 GA2331  HISTORY     - 1964     MONUMENTED       TNHD
 GA2331  HISTORY     - 1965     GOOD             TNHD
 GA2331
 GA2331                          STATION DESCRIPTION
 GA2331
 GA2331'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2331'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF LAFOLLETTE.
 GA2331'
 GA2331'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND
 GA2331'STATE ROUTE 63, IN
 GA2331'LAFOLLETTE, GO 12.0 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2331'HOME OF MRS.  ELAINE
 GA2331'BOWMAN ON THE LEFT AND THE STATION.
 GA2331'
 GA2331'THE STATION MARK IS 53 FEET EAST OF THE SOUTHEAST CORNER OF A BARN,
 GA2331'45.5 FEET NORTHWEST OF THE
 GA2331'NORTHWEST CORNER OF THE GREEN SHINGLE HOUSE OF MRS.
 GA2331'BOWMAN, 7 FEET NORTH OF A FENCE AND
 GA2331'0.9 FOOT SOUTHEAST OF A WITNESS
 GA2331'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2331'TENNESSEE
 GA2331'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED BOW 1964.  THE
 GA2331'UNDERGROUND MARK
 GA2331'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2331'DISK IS SET IN A 10-INCH, SQUARE,
 GA2331'FLUSH, CONCRETE MONUMENT.
 GA2331'
 GA2331'REFERENCE MARK NO. 1 IS 43 FEET SOUTHWEST OF A TELEPHONE POLE, 34
 GA2331'FEET NORTHEAST OF A
 GA2331'POWER POLE AND 13.5 FEET NORTH OF A FENCE.  IT IS A
 GA2331'STANDARD TENNESSEE HIGHWAY
 GA2331'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GA2331'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA2331'STAMPED BOW RM-1 1964.
 GA2331'
 GA2331'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE NORTHWEST CORNER OF A
 GA2331'WOOD SHED, 22 FEET
 GA2331'SOUTHWEST OF THE APPROXIMATE CENTER OF A WOOD GATE, 15 FEET
 GA2331'SOUTHEAST OF THE SOUTHWEST
 GA2331'CORNER OF A BARN AND 2 FEET SOUTH OF THE
 GA2331'APPROXIMATE CENTER OF A FARM TRACK ROAD.  IT
 GA2331'IS A STANDARD TENNESSEE
 GA2331'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GA2331'OUTCROPPING
 GA2331'BEDROCK AND THE DISK IS STAMPED BOW RM-2 1964.
 GA2331'
 GA2331'THE AZIMUTH MARK IS 22 FEET SOUTHWEST OF POWER POLE E82X, 17 FEET
 GA2331'NORTH OF THE
 GA2331'APPROXIMATE CENTER OF STATE ROUTE 63, 13 FEET SOUTH OF A 10-INCH
 GA2331'ELM TREE AND 11 FEET
 GA2331'EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2331'DRIVE.  IT IS A STANDARD TENNESSEE
 GA2331'HIGHWAY DEPARTMENT DISK CEMENTED
 GA2331'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 GA2331'DISK IS STAMPED
 GA2331'BOW AZI 1964.
 GA2331'
 GA2331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE EAST ON STATE
 GA2331'ROUTE 63 TO THE MARK ON THE
 GA2331'LEFT.
 GA2331'
 GA2331'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA2331
 GA2331                          STATION RECOVERY (1965)
 GA2331
 GA2331'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2331'12 MI NE FROM LA FOLLETTE.
 GA2331'FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2331'LA FOLLETTE, GO 12.0 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2331'HOME OF MRS. ELAINE BOWMAN ON THE LEFT AND THE MARK ON THE LEFT,
 GA2331'53 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 45.5 FEET NORTHWEST
 GA2331'OF THE NORTHWEST CORNER OF THE GREEN SHINGLED HOUSE OF MRS. BOWMAN,
 GA2331'7 FEET NORTH OF A FENCE AND 0.9 FOOT SOUTHEAST OF A METAL WITNESS
 GA2331'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2331'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2331'BOW 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0579 ***********************************************************************
 FC0579  DESIGNATION -  BOW
 FC0579  PID         -  FC0579
 FC0579  STATE/COUNTY-  TN/MCMINN
 FC0579  USGS QUAD   -  CHARLESTON (1980)
 FC0579
 FC0579                         *CURRENT SURVEY CONTROL
 FC0579  ___________________________________________________________________
 FC0579* NAD 83(1995)-  35 19 11.53901(N)    084 47 28.32259(W)     ADJUSTED  
 FC0579* NAVD 88     -       213.803  (meters)     701.45   (feet)  ADJUSTED  
 FC0579  ___________________________________________________________________
 FC0579  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FC0579  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0579  DYNAMIC HT  -         213.594 (meters)     700.77  (feet)  COMP
 FC0579  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0579
 FC0579  HORZ ORDER  -  SECOND
 FC0579  VERT ORDER  -  SECOND    CLASS 0
 FC0579
 FC0579.The horizontal coordinates were established by classical geodetic methods
 FC0579.and adjusted by the National Geodetic Survey in April 1999..
 FC0579
 FC0579.The orthometric height was determined by differential leveling
 FC0579.and adjusted by the National Geodetic Survey in June 1991..
 FC0579
 FC0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0579
 FC0579.The geoid height was determined by GEOID03.
 FC0579
 FC0579.The dynamic height is computed by dividing the NAVD 88
 FC0579.geopotential number by the normal gravity value computed on the
 FC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0579.degrees latitude (g = 980.6199 gals.).
 FC0579
 FC0579.The modeled gravity was interpolated from observed gravity values.
 FC0579
 FC0579;                    North         East     Units Scale Factor Converg.
 FC0579;SPC TN       -   110,135.297   709,913.856   MT  0.99998840   +0 42 27.6
 FC0579;SPC TN       -   361,335.55  2,329,109.04   sFT  0.99998840   +0 42 27.6
 FC0579;UTM  16      - 3,910,754.773   700,785.709   MT  1.00009685   +1 16 38.7
 FC0579
 FC0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0579!SPC TN       -   0.99997118  x   0.99998840  =   0.99995958
 FC0579!UTM  16      -   0.99997118  x   1.00009685  =   1.00006803
 FC0579
 FC0579|---------------------------------------------------------------------|
 FC0579| PID    Reference Object                     Distance      Geod. Az  |
 FC0579|                                                           dddmmss.s |
 FC0579| FC0578 BOW RM 1                             22.006 METERS 05603     |
 FC0579| FC1800 CHARLESTON CALHOUN MUN SPIPE        APPROX. 5.6 KM 1392909.2 |
 FC0579| FC0586 T 243                                              1652507.6 |
 FC0579| FC0580 BOW RM 2                             20.528 METERS 18221     |
 FC0579|---------------------------------------------------------------------|
 FC0579
 FC0579                          SUPERSEDED SURVEY CONTROL
 FC0579
 FC0579  NAD 83(1995)-  35 19 11.54192(N)    084 47 28.32334(W) AD(       ) 2
 FC0579  NAD 83(1995)-  35 19 11.54117(N)    084 47 28.32348(W) AD(       ) 2
 FC0579  NAD 83(1995)-  35 19 11.54173(N)    084 47 28.32257(W) AD(       ) 2
 FC0579  NAD 83(1986)-  35 19 11.54478(N)    084 47 28.32055(W) AD(       ) 2
 FC0579  NAD 27      -  35 19 11.27970(N)    084 47 28.53300(W) AD(       ) 2
 FC0579  NGVD 29 (??/??/92)  213.864  (m)          701.65   (f) ADJ UNCH    2 0
 FC0579
 FC0579.Superseded values are not recommended for survey control.
 FC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0579.See file dsdata.txt to determine how the superseded data were derived.
 FC0579
 FC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0078610755(NAD 83)
 FC0579_MARKER: DE = TRAVERSE STATION DISK
 FC0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0579_STAMPING: BOW 1961
 FC0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0579+STABILITY: SURFACE MOTION
 FC0579
 FC0579  HISTORY     - Date     Condition        Report By
 FC0579  HISTORY     - 1961     MONUMENTED       CGS
 FC0579  HISTORY     - 1961     GOOD             CGS
 FC0579
 FC0579                          STATION DESCRIPTION
 FC0579
 FC0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0579'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE BOWATER PAPER MILL
 FC0579'PLANT AND ABOUT 0.1 MILE NORTH OF THE HIAWASSEE RIVER ON THE
 FC0579'PROPERTY OF HIAWASSEE LAND COMPANY.
 FC0579'
 FC0579'TO REACH THE STATION FROM THE CHARLESTON SCHOOL HOUSE IN CHARLESTON,
 FC0579'GO NORTH ON U.S. HIGHWAY 11 FOR 0.5 MILE TO THE SOUTH END OF THE
 FC0579'HIAWASSEE RIVER BRIDGE, CONTINUE FOR 1.1 MILES TO AN OILED ROAD ON
 FC0579'THE LEFT, TURN LEFT AND GO 3.25 MILES TO A SIDE ROAD ON THE
 FC0579'LEFT, TURN LEFT AND GO 0.45 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 FC0579'RIGHT AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 FC0579'
 FC0579'THE STATION MARK IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT
 FC0579'ROAD, 38 FEET SOUTHEAST OF A LARGE OAK TREE AND 2.4 FEET SOUTHEAST
 FC0579'OF A METAL WITNESS POST. THE MARK IS SET IN A SQUARE CONCRETE
 FC0579'MONUMENT, PROJECTING 3 INCHES, AND THE DISK IS STAMPED BOW 1961.
 FC0579'
 FC0579'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0579'DIRT ROAD AND 3 FEET SOUTH OF A SMALL PINE TREE.  THE MARK IS SET
 FC0579'IN A SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES, AND THE DISK IS
 FC0579'STAMPED BOW NO 1 1961.
 FC0579'
 FC0579'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF A SMALL PINE TREE. THE
 FC0579'MARK IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES, AND
 FC0579'THE DISK IS STAMPED BOW NO 2 1961.
 FC0579'
 FC0579'BENCH MARK T 243 IS 123 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 FC0579'OILED ROAD, 81 FEET NORTHEAST OF A POWER POLE AND 23 FEET EAST OF
 FC0579'THE APPROXIMATE CENTER OF A GRAVELED ROAD. IT IS A STANDARD BENCH
 FC0579'MARK SET IN A DRILLED HOLE IN THE SOUTHEAST END OF A CULVERT AND
 FC0579'THE DISK IS STAMPED T 243 1961.
 FC0579'
 FC0579'TO REACH THE BENCH MARK FROM THE CHARLESTON SCHOOL IN CHARLESTON, GO
 FC0579'NORTH ON U.S. HIGHWAY 11 FOR 0.3 MILE TO A CROSS STREET, TURN LEFT
 FC0579'ON COUNTY ROAD NO. S 4317 AND GO 2.05 MILES TO THE ENTRANCE OF THE
 FC0579'OLIN CHEMICAL PLANT AND THE AZIMUTH ON THE RIGHT.
 FC0579'
 FC0579'HEIGHT OF LIGHT ABOVE STATION MARK 26.39 METERS.
 FC0579
 FC0579                          STATION RECOVERY (1961)
 FC0579
 FC0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0579'4.8 MI W FROM CALHOUN.
 FC0579'FROM THE BRIDGE OVER THE HIWASSEE RIVER ON U.S. HIGHWAY 11,
 FC0579'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0579'ON U.S. HIGHWAY 11 FOR 1.0 MILE TO AN OILED ROAD ON THE LEFT,
 FC0579'TURN LEFT AND GO WEST FOR 3.25 MILES TO A SIDE DIRT ROAD ON THE LEFT,
 FC0579'TURN LEFT AND GO 0.45 MILES TO A SIDE ROAD TO THE RIGHT, TURN
 FC0579'RIGHT AND GO 0.05 MILES TO THE MARK ON THE LEFT.  41 FEET
 FC0579'SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 38 FEET
 FC0579'SOUTHEAST OF A LARGE OAK TREE AND 2.4 FEET SOUTHEAST OF A
 FC0579'WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0579'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2333 ***********************************************************************
 GA2333  DESIGNATION -  BOW AZ MK
 GA2333  PID         -  GA2333
 GA2333  STATE/COUNTY-  TN/CLAIBORNE
 GA2333  USGS QUAD   -  WELL SPRING (1980)
 GA2333
 GA2333                         *CURRENT SURVEY CONTROL
 GA2333  ___________________________________________________________________
 GA2333* NAD 83(1986)-  36 26 45.     (N)    083 55 38.     (W)     SCALED    
 GA2333* NAVD 88     -       330.638  (meters)    1084.77   (feet)  ADJUSTED  
 GA2333  ___________________________________________________________________
 GA2333  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2333  DYNAMIC HT  -         330.348 (meters)    1083.82  (feet)  COMP
 GA2333  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 GA2333
 GA2333  VERT ORDER  -  SECOND    CLASS 0
 GA2333
 GA2333.The horizontal coordinates were scaled from a topographic map and have
 GA2333.an estimated accuracy of +/- 6 seconds.
 GA2333
 GA2333.The orthometric height was determined by differential leveling
 GA2333.and adjusted by the National Geodetic Survey in June 1991..
 GA2333
 GA2333.The geoid height was determined by GEOID03.
 GA2333
 GA2333.The dynamic height is computed by dividing the NAVD 88
 GA2333.geopotential number by the normal gravity value computed on the
 GA2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2333.degrees latitude (g = 980.6199 gals.).
 GA2333
 GA2333.The modeled gravity was interpolated from observed gravity values.
 GA2333
 GA2333;                    North         East    Units  Estimated Accuracy
 GA2333;SPC TN       -   236,350.      785,820.      MT  (+/- 180 meters Scaled)
 GA2333
 GA2333                          SUPERSEDED SURVEY CONTROL
 GA2333
 GA2333  NGVD 29 (??/??/??)  330.85   (m)         1085.5    (f) RESET       3  
 GA2333
 GA2333.Superseded values are not recommended for survey control.
 GA2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2333.See file dsdata.txt to determine how the superseded data were derived.
 GA2333
 GA2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA376373(NAD 83)
 GA2333_MARKER: DD = SURVEY DISK
 GA2333_SETTING: 66 = SET IN ROCK OUTCROP
 GA2333_SP_SET: BEDROCK
 GA2333_STAMPING: BOW AZI 1964
 GA2333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2333+STABILITY: POSITION/ELEVATION WELL
 GA2333
 GA2333  HISTORY     - Date     Condition        Report By
 GA2333  HISTORY     - 1964     MONUMENTED       TNHD
 GA2333  HISTORY     - 1965     GOOD             TNHD
 GA2333
 GA2333                          STATION DESCRIPTION
 GA2333
 GA2333'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2333'12.1 MI NE FROM LA FOLLETTE.
 GA2333'FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63,
 GA2333'IN LA FOLLETTE, GO 12.1 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2333'HOME OF MRS. ELAINE BOWMAN ON THE LEFT AND THE MARK, 22 FEET
 GA2333'SOUTHWEST OF POWER POLE NO. E82X, 17 FEET NORTH OF THE APPROXIMATE
 GA2333'CENTER OF STATE ROUTE 63, 13 FEET SOUTH OF A 10-INCH ELM TREE
 GA2333'AND 11 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE.
 GA2333'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2333'FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK, STAMPED BOW AZI
 GA2333'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2332 ***********************************************************************
 GA2332  DESIGNATION -  BOW RM 1
 GA2332  PID         -  GA2332
 GA2332  STATE/COUNTY-  TN/CLAIBORNE
 GA2332  USGS QUAD   -  WELL SPRING (1980)
 GA2332
 GA2332                         *CURRENT SURVEY CONTROL
 GA2332  ___________________________________________________________________
 GA2332* NAD 83(1986)-  36 26 44.     (N)    083 55 44.     (W)     SCALED    
 GA2332* NAVD 88     -       330.982  (meters)    1085.90   (feet)  ADJUSTED  
 GA2332  ___________________________________________________________________
 GA2332  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2332  DYNAMIC HT  -         330.691 (meters)    1084.94  (feet)  COMP
 GA2332  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2332
 GA2332  VERT ORDER  -  SECOND    CLASS 0
 GA2332
 GA2332.The horizontal coordinates were scaled from a topographic map and have
 GA2332.an estimated accuracy of +/- 6 seconds.
 GA2332
 GA2332.The orthometric height was determined by differential leveling
 GA2332.and adjusted by the National Geodetic Survey in June 1991..
 GA2332
 GA2332.The geoid height was determined by GEOID03.
 GA2332
 GA2332.The dynamic height is computed by dividing the NAVD 88
 GA2332.geopotential number by the normal gravity value computed on the
 GA2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2332.degrees latitude (g = 980.6199 gals.).
 GA2332
 GA2332.The modeled gravity was interpolated from observed gravity values.
 GA2332
 GA2332;                    North         East    Units  Estimated Accuracy
 GA2332;SPC TN       -   236,320.      785,670.      MT  (+/- 180 meters Scaled)
 GA2332
 GA2332                          SUPERSEDED SURVEY CONTROL
 GA2332
 GA2332  NGVD 29 (??/??/92)  331.134  (m)         1086.40   (f) ADJ UNCH    2 0
 GA2332
 GA2332.Superseded values are not recommended for survey control.
 GA2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2332.See file dsdata.txt to determine how the superseded data were derived.
 GA2332
 GA2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374373(NAD 83)
 GA2332_MARKER: DD = SURVEY DISK
 GA2332_SETTING: 66 = SET IN ROCK OUTCROP
 GA2332_SP_SET: BEDROCK
 GA2332_STAMPING: BOW RM-1 1964
 GA2332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2332+STABILITY: POSITION/ELEVATION WELL
 GA2332
 GA2332  HISTORY     - Date     Condition        Report By
 GA2332  HISTORY     - 1964     MONUMENTED       TNHD
 GA2332  HISTORY     - 1965     GOOD             TNHD
 GA2332
 GA2332                          STATION DESCRIPTION
 GA2332
 GA2332'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2332'12 MI NE FROM LA FOLLETTE.
 GA2332'THIS MARK IS LOCATED AT THE BOW 1964 STATION SITE, 32 FEET NORTH
 GA2332'OF THE NORTHWEST CORNER OF A WOOD SHED, 22 FEET SOUTHWEST OF THE
 GA2332'APPROXIMATE CENTER OF A WOOD GATE, 15 FEET SOUTHEAST OF THE
 GA2332'SOUTHWEST CORNER OF A BARN AND 2 FEET SOUTH OF THE APPROXIMATE
 GA2332'CENTER OF A FARM TRACK ROAD.  THE MARK IS A STANDARD TENNESSEE
 GA2332'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GA2332'OUT-CROPPING BEDROCK, STAMPED BOW RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0578 ***********************************************************************
 FC0578  DESIGNATION -  BOW RM 1
 FC0578  PID         -  FC0578
 FC0578  STATE/COUNTY-  TN/MCMINN
 FC0578  USGS QUAD   -  CHARLESTON (1980)
 FC0578
 FC0578                         *CURRENT SURVEY CONTROL
 FC0578  ___________________________________________________________________
 FC0578* NAD 83(1986)-  35 19 11.     (N)    084 47 28.     (W)     SCALED    
 FC0578* NAVD 88     -       213.704  (meters)     701.13   (feet)  ADJUSTED  
 FC0578  ___________________________________________________________________
 FC0578  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0578  DYNAMIC HT  -         213.495 (meters)     700.44  (feet)  COMP
 FC0578  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0578
 FC0578  VERT ORDER  -  SECOND    CLASS 0
 FC0578
 FC0578.The horizontal coordinates were scaled from a topographic map and have
 FC0578.an estimated accuracy of +/- 6 seconds.
 FC0578
 FC0578.The orthometric height was determined by differential leveling
 FC0578.and adjusted by the National Geodetic Survey in June 1991..
 FC0578
 FC0578.The geoid height was determined by GEOID03.
 FC0578
 FC0578.The dynamic height is computed by dividing the NAVD 88
 FC0578.geopotential number by the normal gravity value computed on the
 FC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0578.degrees latitude (g = 980.6199 gals.).
 FC0578
 FC0578.The modeled gravity was interpolated from observed gravity values.
 FC0578
 FC0578;                    North         East    Units  Estimated Accuracy
 FC0578;SPC TN       -   110,120.      709,920.      MT  (+/- 180 meters Scaled)
 FC0578
 FC0578                          SUPERSEDED SURVEY CONTROL
 FC0578
 FC0578  NGVD 29 (??/??/92)  213.765  (m)          701.33   (f) ADJ UNCH    2 0
 FC0578
 FC0578.Superseded values are not recommended for survey control.
 FC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0578.See file dsdata.txt to determine how the superseded data were derived.
 FC0578
 FC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE007107(NAD 83)
 FC0578_MARKER: DR = REFERENCE MARK DISK
 FC0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0578_STAMPING: BOW NO 1 1961
 FC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0578+STABILITY: SURFACE MOTION
 FC0578
 FC0578  HISTORY     - Date     Condition        Report By
 FC0578  HISTORY     - 1961     MONUMENTED       CGS
 FC0578
 FC0578                          STATION DESCRIPTION
 FC0578
 FC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0578'4.8 MI W FROM CALHOUN.
 FC0578'THIS MARK IS LOCATED AT THE BOW 1961 STATION SITE, 72.2 FEET
 FC0578'NORTHEAST OF THE STATION MARK, 11 FEET NORTH OF THE CENTER
 FC0578'OF A DIRT ROAD, AND 3 FEET SOUTH OF A SMALL PINE TREE.  A
 FC0578'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2330 ***********************************************************************
 GA2330  DESIGNATION -  BOW RM 2
 GA2330  PID         -  GA2330
 GA2330  STATE/COUNTY-  TN/CLAIBORNE
 GA2330  USGS QUAD   -  WELL SPRING (1980)
 GA2330
 GA2330                         *CURRENT SURVEY CONTROL
 GA2330  ___________________________________________________________________
 GA2330* NAD 83(1986)-  36 26 44.     (N)    083 55 44.     (W)     SCALED    
 GA2330* NAVD 88     -       332.858  (meters)    1092.05   (feet)  ADJUSTED  
 GA2330  ___________________________________________________________________
 GA2330  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2330  DYNAMIC HT  -         332.566 (meters)    1091.09  (feet)  COMP
 GA2330  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2330
 GA2330  VERT ORDER  -  SECOND    CLASS 0
 GA2330
 GA2330.The horizontal coordinates were scaled from a topographic map and have
 GA2330.an estimated accuracy of +/- 6 seconds.
 GA2330
 GA2330.The orthometric height was determined by differential leveling
 GA2330.and adjusted by the National Geodetic Survey in June 1991..
 GA2330
 GA2330.The geoid height was determined by GEOID03.
 GA2330
 GA2330.The dynamic height is computed by dividing the NAVD 88
 GA2330.geopotential number by the normal gravity value computed on the
 GA2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2330.degrees latitude (g = 980.6199 gals.).
 GA2330
 GA2330.The modeled gravity was interpolated from observed gravity values.
 GA2330
 GA2330;                    North         East    Units  Estimated Accuracy
 GA2330;SPC TN       -   236,320.      785,670.      MT  (+/- 180 meters Scaled)
 GA2330
 GA2330                          SUPERSEDED SURVEY CONTROL
 GA2330
 GA2330  NGVD 29 (??/??/92)  333.011  (m)         1092.55   (f) ADJ UNCH    2 0
 GA2330
 GA2330.Superseded values are not recommended for survey control.
 GA2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2330.See file dsdata.txt to determine how the superseded data were derived.
 GA2330
 GA2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374373(NAD 83)
 GA2330_MARKER: DD = SURVEY DISK
 GA2330_SETTING: 66 = SET IN ROCK OUTCROP
 GA2330_SP_SET: BEDROCK
 GA2330_STAMPING: BOW RM-2 1964
 GA2330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2330+STABILITY: POSITION/ELEVATION WELL
 GA2330
 GA2330  HISTORY     - Date     Condition        Report By
 GA2330  HISTORY     - 1964     MONUMENTED       TNHD
 GA2330  HISTORY     - 1965     GOOD             TNHD
 GA2330
 GA2330                          STATION DESCRIPTION
 GA2330
 GA2330'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2330'12 MI NE FROM LA FOLLETTE.
 GA2330'THIS MARK IS LOCATED AT THE BOW 1964 STATION SITE, 32 FEET
 GA2330'NORTH OF THE NORTHWEST CORNER OF A WOOD SHED, 22 FEET SOUTHWEST
 GA2330'OF THE APPROXIMATE CENTER OF A WOOD SHED, 15 FEET SOUTHEAST
 GA2330'OF THE SOUTHWEST CORNER OF A BARN AND 2 FEET SOUTH OF THE
 GA2330'APPROXIMATE CENTER OF A FARM TRACK ROAD.  THE MARK IS A STANDARD
 GA2330'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GA2330'HOLE IN OUTCROPPING BED-ROCK, STAMPED BOW RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0580 ***********************************************************************
 FC0580  DESIGNATION -  BOW RM 2
 FC0580  PID         -  FC0580
 FC0580  STATE/COUNTY-  TN/MCMINN
 FC0580  USGS QUAD   -  CHARLESTON (1980)
 FC0580
 FC0580                         *CURRENT SURVEY CONTROL
 FC0580  ___________________________________________________________________
 FC0580* NAD 83(1986)-  35 19 11.     (N)    084 47 28.     (W)     SCALED    
 FC0580* NAVD 88     -       214.691  (meters)     704.37   (feet)  ADJUSTED  
 FC0580  ___________________________________________________________________
 FC0580  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0580  DYNAMIC HT  -         214.481 (meters)     703.68  (feet)  COMP
 FC0580  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0580
 FC0580  VERT ORDER  -  SECOND    CLASS 0
 FC0580
 FC0580.The horizontal coordinates were scaled from a topographic map and have
 FC0580.an estimated accuracy of +/- 6 seconds.
 FC0580
 FC0580.The orthometric height was determined by differential leveling
 FC0580.and adjusted by the National Geodetic Survey in June 1991..
 FC0580
 FC0580.The geoid height was determined by GEOID03.
 FC0580
 FC0580.The dynamic height is computed by dividing the NAVD 88
 FC0580.geopotential number by the normal gravity value computed on the
 FC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0580.degrees latitude (g = 980.6199 gals.).
 FC0580
 FC0580.The modeled gravity was interpolated from observed gravity values.
 FC0580
 FC0580;                    North         East    Units  Estimated Accuracy
 FC0580;SPC TN       -   110,120.      709,920.      MT  (+/- 180 meters Scaled)
 FC0580
 FC0580                          SUPERSEDED SURVEY CONTROL
 FC0580
 FC0580  NGVD 29 (??/??/92)  214.752  (m)          704.57   (f) ADJ UNCH    2 0
 FC0580
 FC0580.Superseded values are not recommended for survey control.
 FC0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0580.See file dsdata.txt to determine how the superseded data were derived.
 FC0580
 FC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE007107(NAD 83)
 FC0580_MARKER: DR = REFERENCE MARK DISK
 FC0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0580_STAMPING: BOW NO 2 1961
 FC0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0580+STABILITY: SURFACE MOTION
 FC0580
 FC0580  HISTORY     - Date     Condition        Report By
 FC0580  HISTORY     - 1961     MONUMENTED       CGS
 FC0580
 FC0580                          STATION DESCRIPTION
 FC0580
 FC0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0580'4.8 MI W FROM CALHOUN.
 FC0580'THIS MARK IS LOCATED AT THE BOW 1961 STATION SITE, 67.3 FEET
 FC0580'SOUTH OF THE STATION MARK, 3 FEET NORTHWEST OF A SMALL PINE TREE.
 FC0580'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0549 ***********************************************************************
 FC0549  DESIGNATION -  BOWATER
 FC0549  PID         -  FC0549
 FC0549  STATE/COUNTY-  TN/MCMINN
 FC0549  USGS QUAD   -  RICEVILLE (1990)
 FC0549
 FC0549                         *CURRENT SURVEY CONTROL
 FC0549  ___________________________________________________________________
 FC0549* NAD 83(1995)-  35 24 25.13972(N)    084 42 29.54451(W)     ADJUSTED  
 FC0549* NAVD 88     -       252.741  (meters)     829.20   (feet)  ADJUSTED  
 FC0549  ___________________________________________________________________
 FC0549  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FC0549  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0549  DYNAMIC HT  -         252.494 (meters)     828.39  (feet)  COMP
 FC0549  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0549
 FC0549  HORZ ORDER  -  SECOND
 FC0549  VERT ORDER  -  SECOND    CLASS 0
 FC0549
 FC0549.The horizontal coordinates were established by classical geodetic methods
 FC0549.and adjusted by the National Geodetic Survey in April 1999..
 FC0549
 FC0549.The orthometric height was determined by differential leveling
 FC0549.and adjusted by the National Geodetic Survey in June 1991..
 FC0549
 FC0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0549
 FC0549.The geoid height was determined by GEOID03.
 FC0549
 FC0549.The dynamic height is computed by dividing the NAVD 88
 FC0549.geopotential number by the normal gravity value computed on the
 FC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0549.degrees latitude (g = 980.6199 gals.).
 FC0549
 FC0549.The modeled gravity was interpolated from observed gravity values.
 FC0549
 FC0549;                    North         East     Units Scale Factor Converg.
 FC0549;SPC TN       -   119,895.450   717,332.351   MT  0.99997601   +0 45 22.6
 FC0549;SPC TN       -   393,356.99  2,353,447.89   sFT  0.99997601   +0 45 22.6
 FC0549;UTM  16      - 3,920,589.664   708,107.565   MT  1.00013374   +1 19 41.9
 FC0549
 FC0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0549!SPC TN       -   0.99996508  x   0.99997601  =   0.99994109
 FC0549!UTM  16      -   0.99996508  x   1.00013374  =   1.00009882
 FC0549
 FC0549|---------------------------------------------------------------------|
 FC0549| PID    Reference Object                     Distance      Geod. Az  |
 FC0549|                                                           dddmmss.s |
 FC0549| FC0550 BOWATER RM 1                         24.330 METERS 05601     |
 FC0549| FC0548 BOWATER RM 2                         18.397 METERS 15429     |
 FC0549| FC0565 WALK                                APPROX. 6.4 KM 2264514.8 |
 FC0549| FC0551 BOWATER AZ MK                                      3512708.8 |
 FC0549|---------------------------------------------------------------------|
 FC0549
 FC0549                          SUPERSEDED SURVEY CONTROL
 FC0549
 FC0549  NAD 83(1995)-  35 24 25.14338(N)    084 42 29.54504(W) AD(       ) 2
 FC0549  NAD 83(1995)-  35 24 25.14263(N)    084 42 29.54513(W) AD(       ) 2
 FC0549  NAD 83(1995)-  35 24 25.14317(N)    084 42 29.54482(W) AD(       ) 2
 FC0549  NAD 83(1986)-  35 24 25.14705(N)    084 42 29.54257(W) AD(       ) 2
 FC0549  NAD 27      -  35 24 24.88230(N)    084 42 29.76770(W) AD(       ) 2
 FC0549  NGVD 29 (??/??/92)  252.803  (m)          829.40   (f) ADJ UNCH    2 0
 FC0549
 FC0549.Superseded values are not recommended for survey control.
 FC0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0549.See file dsdata.txt to determine how the superseded data were derived.
 FC0549
 FC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0810820590(NAD 83)
 FC0549_MARKER: DS = TRIANGULATION STATION DISK
 FC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0549_STAMPING: BOWATER 1961
 FC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0549+STABILITY: SURFACE MOTION
 FC0549
 FC0549  HISTORY     - Date     Condition        Report By
 FC0549  HISTORY     - 1961     MONUMENTED       CGS
 FC0549  HISTORY     - 1965     GOOD             CGS
 FC0549  HISTORY     - 1965     GOOD             NGS
 FC0549
 FC0549                          STATION DESCRIPTION
 FC0549
 FC0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0549'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ATHENS, ABOUT 2
 FC0549'MILES NORTHWEST OF RICEVILLE AND ON THE PROPERTY OF THE HIWASSEE
 FC0549'LAND COMPANY.
 FC0549'
 FC0549'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON
 FC0549'OILED ROAD, CROSSING A RAILROAD TRACKS, FOR 0.1 MILE TO THE
 FC0549'JUNCTION OF U.S. HIGHWAY 11, TURN RIGHT, ON U.S. HIGHWAY 11 FOR 0.35
 FC0549'MILE TO A CROSSROAD, TURN LEFT, ON AN OILED ROAD FOR 1.1 MILES
 FC0549'TO A STEEL BRIDGE, CONTINUE STRAIGHT AHEAD CROSSING BRIDGE FOR 0.1
 FC0549'MILE TO A SIDE ROAD RIGHT, TURN RIGHT, ON A GRAVELED ROAD FOR
 FC0549'1.3 MILES TO THE STATION ON THE LEFT, JUST INSIDE OF THE HIWASSEE
 FC0549'LAND COMPANY BOUNDRY LINE.
 FC0549'
 FC0549'STATION MARK IS 64 FEET NORTHWEST OF CARL KINGS MAIL BOX, 62 FEET
 FC0549'NORTH OF CARL KINGS DRIVEWAY, 32 FEET WEST OF THE CENTER OF A
 FC0549'GRAVELED ROAD AND 2.3 FEET SOUTHWEST OF A WITNESS POST. THE MARK IS A
 FC0549'STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED BOWATER 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 1 IS 65 FEET NORTHEAST OF CARL KINGS MAIL BOX AND
 FC0549'38 FEET EAST OF THE CENTER OF A GRAVELED ROAD. THE MARK IS A STANDARD
 FC0549'DISK, FLUSH, AND IS STAMPED BOWATER NO 1 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 2 IS 42 FEET SOUTHWEST OF CARL KINGS MAIL BOX, 17
 FC0549'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 8 FEET SOUTH OF CARL
 FC0549'KINGS DRIVEWAY AND 1 FOOT SOUTHWEST OF A 6-INCH PINE TREE. THE MARK
 FC0549'IS A STANDARD DISK, WHICH PROJECTS 3-INCHES AND IS STAMPED BOWATER
 FC0549'NO 2 1961.
 FC0549'
 FC0549'AZIMUTH MARK IS 94 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 FC0549'52 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.  LUTHER GREENES
 FC0549'HOUSE, 38 FEET NORTHWEST OF POWER POLE NUMBER 95 AND 1 FOOT SOUTHEAST
 FC0549'OF TELEPHONE POLE 95 1/2. THE MARK IS A STANDARD DISK, FLUSH,
 FC0549'AND IS STAMPED BOWATER 1961.
 FC0549'
 FC0549'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED ROAD
 FC0549'FOR 0.2 MILE TO MR. LUTHER GREENES HOUSE ON THE RIGHT AND THE
 FC0549'AZIMUTH MARK BEHIND HIS HOUSE.
 FC0549'
 FC0549'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FC0549
 FC0549                          STATION RECOVERY (1965)
 FC0549
 FC0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC0549'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0549'HOWEVER, DUE TO CONSTRUCTION OF A NEW HOME AT THE SITE OF THE
 FC0549'AZIMUTH MARK, THIS MARK WOULD BE DESTROYED. AS THE AZIMUTH MARK WAS
 FC0549'NOT VISIBLE FROM THE GROUND AT THE STATION SITE, DUE TO A DENSE
 FC0549'GROWTH OF PINE TREES, NO WAY COULD BE FOUND TO ESTABLISH A NEW MARK,
 FC0549'AND THE ORIGNAL AZIMUTH MARK WAS COMPLETELY DESTROYED AND THE
 FC0549'DISK REMOVED.
 FC0549'
 FC0549'DUE TO CHANGES IN HIGHWAYS AND ROADS, THE ORIGINAL TO-REACH IS NOW IN
 FC0549'ERROR. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0549'
 FC0549'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ATHENS, ABOUT 2
 FC0549'MILES NORTHWEST OF RICEVILLE AND ON THE PROPERTY OF THE HIAWASSEE
 FC0549'LAND COMPANY.
 FC0549'
 FC0549'TO REACH THE STATION FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC0549'NORTHEAST ON NEW U.S. HIGHWAY 11 FOR 0.3 MILE TO AN OILED
 FC0549'CROSSROAD, TURN LEFT, NORTHWESTERLY, ON THIS OILED ROAD AND GO 1.1
 FC0549'MILES TO A STEEL BRIDGE, CONTINUE NORTHWESTERLY ON THE OILED ROAD FOR
 FC0549'0.1 MILE TO A GRAVELED T ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY, ON
 FC0549'THE GRAVELED ROAD FOR 1.3 MILES TO THE HOME OF CARL KING ON THE
 FC0549'LEFT AND THE STATION ON THE LEFT, JUST INSIDE THE HIAWASSEE LAND
 FC0549'COMPANY BOUNDRY, AND IN A VERY DENSE THICKET OF PINE TREES.
 FC0549'
 FC0549'THE STATION MARK IS 64 FEET NORTHEAST OF CARL KINGS MAIL BOX, 62
 FC0549'FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 32 FEET WEST
 FC0549'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 2.3 FEET
 FC0549'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN
 FC0549'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FC0549'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWATER 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 1 IS 65 FEET NORTHEAST OF CARL KINGS MAIL BOX, 38
 FC0549'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 FC0549'IN THE SOUTHWEST CORNER OF A FIELD. IT IS A STANDARD DISK SET IN THE
 FC0549'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FC0549'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWATER NO 1 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 2 IS 42 FEET SOUTHWEST OF CARL KINGS MAIL BOX, 17
 FC0549'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 8
 FC0549'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND 1 FOOT WEST
 FC0549'OF AN 8-INCH PINE TREE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0549'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND
 FC0549'THE DISK IS STAMPED BOWATER NO 2 1961.
 FC0549
 FC0549                          STATION RECOVERY (1965)
 FC0549
 FC0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0549'3 MI NW FROM RICEVILLE.
 FC0549'TO REACH FROM THE NEW POST OFFICE IN RICEVILLE, GO NORTHEAST ON
 FC0549'NEW U.S. HIGHWAY 11 FOR 0.3 MILE TO AN OILED CROSSROAD, TURN LEFT,
 FC0549'NORTHWESTERLY, ON THIS OILED ROAD AND GO 1.1 MILES TO A STEEL
 FC0549'BRIDGE, CONTINUE NORTHWESTERLY ON THE OILED ROAD FOR 0.1 MILE
 FC0549'TO A GRAVELED T ROAD RIGHT, TURN RIGHT, NORTHERLY, ON THE
 FC0549'GRAVELED ROAD FOR 1.3 MILES TO THE STATION ON THE LEFT, JUST
 FC0549'INSIDE THE HIWASSEE LAND COMPANY BOUNDARY, AND IN A DENSE
 FC0549'THICKET OF PINE TREES.  THE MARK IS 64 FEET NORTHWEST OF CARL
 FC0549'KINGS MAIL BOX, 62 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0549'DRIVEWAY, 32 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0549'ROAD, AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 FC0549'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0549'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 FC0549'STAMPED BOWATER 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0550 ***********************************************************************
 FC0550  DESIGNATION -  BOWATER RM 1
 FC0550  PID         -  FC0550
 FC0550  STATE/COUNTY-  TN/MCMINN
 FC0550  USGS QUAD   -  RICEVILLE (1990)
 FC0550
 FC0550                         *CURRENT SURVEY CONTROL
 FC0550  ___________________________________________________________________
 FC0550* NAD 83(1986)-  35 24 24.     (N)    084 42 29.     (W)     SCALED    
 FC0550* NAVD 88     -       253.766  (meters)     832.56   (feet)  ADJUSTED  
 FC0550  ___________________________________________________________________
 FC0550  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0550  DYNAMIC HT  -         253.518 (meters)     831.75  (feet)  COMP
 FC0550  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0550
 FC0550  VERT ORDER  -  SECOND    CLASS 0
 FC0550
 FC0550.The horizontal coordinates were scaled from a topographic map and have
 FC0550.an estimated accuracy of +/- 6 seconds.
 FC0550
 FC0550.The orthometric height was determined by differential leveling
 FC0550.and adjusted by the National Geodetic Survey in June 1991..
 FC0550
 FC0550.The geoid height was determined by GEOID03.
 FC0550
 FC0550.The dynamic height is computed by dividing the NAVD 88
 FC0550.geopotential number by the normal gravity value computed on the
 FC0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0550.degrees latitude (g = 980.6199 gals.).
 FC0550
 FC0550.The modeled gravity was interpolated from observed gravity values.
 FC0550
 FC0550;                    North         East    Units  Estimated Accuracy
 FC0550;SPC TN       -   119,860.      717,350.      MT  (+/- 180 meters Scaled)
 FC0550
 FC0550                          SUPERSEDED SURVEY CONTROL
 FC0550
 FC0550  NGVD 29 (??/??/92)  253.828  (m)          832.77   (f) ADJ UNCH    2 0
 FC0550
 FC0550.Superseded values are not recommended for survey control.
 FC0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0550.See file dsdata.txt to determine how the superseded data were derived.
 FC0550
 FC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081205(NAD 83)
 FC0550_MARKER: DR = REFERENCE MARK DISK
 FC0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0550_STAMPING: BOWATER NO 1 1961
 FC0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0550+STABILITY: SURFACE MOTION
 FC0550
 FC0550  HISTORY     - Date     Condition        Report By
 FC0550  HISTORY     - 1961     MONUMENTED       CGS
 FC0550  HISTORY     - 1965     GOOD             NGS
 FC0550
 FC0550                          STATION DESCRIPTION
 FC0550
 FC0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0550'3 MI NW FROM RICEVILLE.
 FC0550'THIS MARK IS LOCATED AT THE BOWATER 1961 STATION SITE, 79.82
 FC0550'FEET EAST OF THE STATION MARK, 65 FEET NORTHEAST OF CARL KINGS
 FC0550'MAIL BOX, 38 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0550'ROAD, AND IN THE SOUTHWEST CORNER OF A FIELD.  THE DISK IS
 FC0550'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 FC0550'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWATER NO
 FC0550'1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0548 ***********************************************************************
 FC0548  DESIGNATION -  BOWATER RM 2
 FC0548  PID         -  FC0548
 FC0548  STATE/COUNTY-  TN/MCMINN
 FC0548  USGS QUAD   -  RICEVILLE (1990)
 FC0548
 FC0548                         *CURRENT SURVEY CONTROL
 FC0548  ___________________________________________________________________
 FC0548* NAD 83(1986)-  35 24 24.     (N)    084 42 29.     (W)     SCALED    
 FC0548* NAVD 88     -       253.004  (meters)     830.06   (feet)  ADJUSTED  
 FC0548  ___________________________________________________________________
 FC0548  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0548  DYNAMIC HT  -         252.756 (meters)     829.25  (feet)  COMP
 FC0548  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0548
 FC0548  VERT ORDER  -  SECOND    CLASS 0
 FC0548
 FC0548.The horizontal coordinates were scaled from a topographic map and have
 FC0548.an estimated accuracy of +/- 6 seconds.
 FC0548
 FC0548.The orthometric height was determined by differential leveling
 FC0548.and adjusted by the National Geodetic Survey in June 1991..
 FC0548
 FC0548.The geoid height was determined by GEOID03.
 FC0548
 FC0548.The dynamic height is computed by dividing the NAVD 88
 FC0548.geopotential number by the normal gravity value computed on the
 FC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0548.degrees latitude (g = 980.6199 gals.).
 FC0548
 FC0548.The modeled gravity was interpolated from observed gravity values.
 FC0548
 FC0548;                    North         East    Units  Estimated Accuracy
 FC0548;SPC TN       -   119,860.      717,350.      MT  (+/- 180 meters Scaled)
 FC0548
 FC0548                          SUPERSEDED SURVEY CONTROL
 FC0548
 FC0548  NGVD 29 (??/??/92)  253.066  (m)          830.27   (f) ADJ UNCH    2 0
 FC0548
 FC0548.Superseded values are not recommended for survey control.
 FC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0548.See file dsdata.txt to determine how the superseded data were derived.
 FC0548
 FC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081205(NAD 83)
 FC0548_MARKER: DR = REFERENCE MARK DISK
 FC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0548_STAMPING: BOWATER NO 2 1961
 FC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0548+STABILITY: SURFACE MOTION
 FC0548
 FC0548  HISTORY     - Date     Condition        Report By
 FC0548  HISTORY     - 1961     MONUMENTED       CGS
 FC0548  HISTORY     - 1965     GOOD             NGS
 FC0548
 FC0548                          STATION DESCRIPTION
 FC0548
 FC0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0548'3 MI NW FROM RICEVILLE.
 FC0548'THIS MARK IS LOCATED AT THE BOWATER 1961 STATION SITE, 60.36
 FC0548'FEET SOUTH OF THE STATION MARK, 42 FEET SOUTHWEST OF CARL KINGS
 FC0548'MAIL BOX, 17 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0548'ROAD, 8 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 FC0548'AND 1 FOOT WEST OF AN 8-INCH PINE TREE.  THE DISK IS SET IN
 FC0548'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0548'ABOUT 4 INCHES AND THE DISK IS STAMPED BOWATER NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3367 ***********************************************************************
 GA3367  DESIGNATION -  BOWERS
 GA3367  PID         -  GA3367
 GA3367  STATE/COUNTY-  TN/CARTER
 GA3367  USGS QUAD   -  ELIZABETHTON (1968)
 GA3367
 GA3367                         *CURRENT SURVEY CONTROL
 GA3367  ___________________________________________________________________
 GA3367* NAD 83(1995)-  36 19 06.95205(N)    082 10 26.34456(W)     ADJUSTED  
 GA3367* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 GA3367  ___________________________________________________________________
 GA3367  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GA3367  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA3367
 GA3367  HORZ ORDER  -  THIRD
 GA3367
 GA3367.The horizontal coordinates were established by classical geodetic methods
 GA3367.and adjusted by the National Geodetic Survey in April 1999..
 GA3367
 GA3367.The orthometric height was scaled from a topographic map.
 GA3367
 GA3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3367
 GA3367.The geoid height was determined by GEOID03.
 GA3367
 GA3367;                    North         East     Units Scale Factor Converg.
 GA3367;SPC TN       -   226,981.302   943,481.792   MT  0.99998408   +2 14 23.6
 GA3367;SPC TN       -   744,687.82  3,095,406.51   sFT  0.99998408   +2 14 23.6
 GA3367;UTM  17      - 4,019,926.047   394,616.565   MT  0.99973683   -0 41 43.4
 GA3367
 GA3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3367!SPC TN       -   0.99989680  x   0.99998408  =   0.99988088
 GA3367!UTM  17      -   0.99989680  x   0.99973683  =   0.99963366
 GA3367
 GA3367|---------------------------------------------------------------------|
 GA3367| PID    Reference Object                     Distance      Geod. Az  |
 GA3367|                                                           dddmmss.s |
 GA3367| DB8809 BOWERS RM 2                          10.802 METERS 06339     |
 GA3367| DB8807 BOWERS AZ MK                                       1244311.0 |
 GA3367| DB8808 BOWERS RM 1                          17.733 METERS 16114     |
 GA3367|---------------------------------------------------------------------|
 GA3367
 GA3367                          SUPERSEDED SURVEY CONTROL
 GA3367
 GA3367  NAD 83(1995)-  36 19 06.95544(N)    082 10 26.34574(W) AD(       ) 3
 GA3367  NAD 83(1995)-  36 19 06.95308(N)    082 10 26.35543(W) AD(       ) 3
 GA3367  NAD 83(1995)-  36 19 06.96085(N)    082 10 26.34660(W) AD(       ) 3
 GA3367  NAD 83(1986)-  36 19 06.96065(N)    082 10 26.34876(W) AD(       ) 3
 GA3367  NAD 27      -  36 19 06.54800(N)    082 10 26.92100(W) AD(       ) 3
 GA3367
 GA3367.Superseded values are not recommended for survey control.
 GA3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3367.See file dsdata.txt to determine how the superseded data were derived.
 GA3367
 GA3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9461719926(NAD 83)
 GA3367_MARKER: DS = TRIANGULATION STATION DISK
 GA3367_SETTING: 66 = SET IN ROCK OUTCROP
 GA3367_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GA3367
 GA3367  HISTORY     - Date     Condition        Report By
 GA3367  HISTORY     - 1934     MONUMENTED       CGS
 GA3367
 GA3367                          STATION DESCRIPTION
 GA3367
 GA3367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3367'ABOUT 1-1/4 MILES NORTHEAST OF VALLEY FORGE, 0.6 MILE WEST-NORTHWEST
 GA3367'OF GRAVEL ROAD TO
 GA3367'VALLEY FORGE, AND ON SUMMIT OF THIRD AND HIGHEST OF
 GA3367'THREE HILLS COMPRISING A RIDGE
 GA3367'RUNNING NORTHEAST OF VALLEY FORGE.  TO
 GA3367'REACH FROM CHRISTIAN CHURCH AT VALLEY FORGE,
 GA3367'FOLLOW GRAVEL ROAD NORTH
 GA3367'1.25 MILES, TURN LEFT AT SLIGHT ANGLE IN DIRT ROAD AND CONTINUE
 GA3367'80 YARDS TO END
 GA3367'OF TRUCK TRAVEL, FOLLOW DIM PATH UP HILL TO WEST 0.5
 GA3367'MILE TO STATION SITE ABOUT 150
 GA3367'FEET NORTH-NORTHWEST ALONG SUMMIT FROM
 GA3367'HIGHEST POINT OF RIDGE, IN LONGITUDINAL CENTER OF
 GA3367'RIDGE, MIDWAY
 GA3367'BETWEEN TWO TREES ABOUT 20 FEET APART, AND 3 FEET FROM LINE JOINING
 GA3367'THEM.  MARK IS
 GA3367'STANDARD STATION DISK IN OUTCROPPING BEDROCK.
 GA3367'REFERENCE MARKS ARE STANDARD
 GA3367'REFERENCE DISKS IN OUTCROPPING BEDROCK.
 GA3367'NO. 1 IS ALONG LEVEL SLOPE OF
 GA3367'SUMMIT AND 17.733 METERS
 GA3367'(58.18 FEET) FROM STATION S 18 DEG 46 MIN E.  NO. 2 IS
 GA3367'SLIGHTLY DOWN EAST SLOPE OF SUMMIT AND 10.802 METERS (35.44 FEET)
 GA3367'FROM STATION
 GA3367'N 26 DEG 21 MIN E.  AZIMUTH MARK IS STANDARD
 GA3367'REFERENCE DISK IN CONCRETE,
 GA3367'45 FEET EAST OF CENTER OF
 GA3367'COUNTY ROAD TO VALLEY FORGE, NEAR OLD BARN, IN
 GA3367'FRONT YARD OF
 GA3367'RESIDENCE, AND ABOUT 0.4 MILE FROM STATION S 55 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0645 ***********************************************************************
 GA0645  DESIGNATION -  BOWERY
 GA0645  PID         -  GA0645
 GA0645  STATE/COUNTY-  TN/SULLIVAN
 GA0645  USGS QUAD   -  BOONE DAM (1968)
 GA0645
 GA0645                         *CURRENT SURVEY CONTROL
 GA0645  ___________________________________________________________________
 GA0645* NAD 83(1995)-  36 28 45.05759(N)    082 29 06.75319(W)     ADJUSTED  
 GA0645* NAVD 88     -       452.610  (meters)    1484.94   (feet)  ADJUSTED  
 GA0645  ___________________________________________________________________
 GA0645  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GA0645  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0645  DYNAMIC HT  -         452.191 (meters)    1483.56  (feet)  COMP
 GA0645  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0645
 GA0645  HORZ ORDER  -  SECOND
 GA0645  VERT ORDER  -  SECOND    CLASS 0
 GA0645
 GA0645.The horizontal coordinates were established by classical geodetic methods
 GA0645.and adjusted by the National Geodetic Survey in April 1999..
 GA0645
 GA0645.The orthometric height was determined by differential leveling
 GA0645.and adjusted by the National Geodetic Survey in June 1991..
 GA0645
 GA0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0645
 GA0645.The geoid height was determined by GEOID03.
 GA0645
 GA0645.The dynamic height is computed by dividing the NAVD 88
 GA0645.geopotential number by the normal gravity value computed on the
 GA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0645.degrees latitude (g = 980.6199 gals.).
 GA0645
 GA0645.The modeled gravity was interpolated from observed gravity values.
 GA0645
 GA0645;                    North         East     Units Scale Factor Converg.
 GA0645;SPC TN       -   243,741.406   914,914.221   MT  1.00001169   +2 03 27.7
 GA0645;SPC TN       -   799,674.93  3,001,681.07   sFT  1.00001169   +2 03 27.7
 GA0645;UTM  17      - 4,038,124.303   366,951.693   MT  0.99981810   -0 52 59.3
 GA0645
 GA0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0645!SPC TN       -   0.99993391  x   1.00001169  =   0.99994560
 GA0645!UTM  17      -   0.99993391  x   0.99981810  =   0.99975202
 GA0645
 GA0645|---------------------------------------------------------------------|
 GA0645| PID    Reference Object                     Distance      Geod. Az  |
 GA0645|                                                           dddmmss.s |
 GA0645| GA0647 BOWERY RM 1                          13.950 METERS 06539     |
 GA0645| GA0644 BOWERY AZ MK                                       1983902.9 |
 GA0645| GA0800 MILLER                              APPROX. 4.1 KM 2230427.4 |
 GA0645| GA0646 BOWERY RM 2                          10.330 METERS 34530     |
 GA0645|---------------------------------------------------------------------|
 GA0645
 GA0645                          SUPERSEDED SURVEY CONTROL
 GA0645
 GA0645  NAD 83(1995)-  36 28 45.06081(N)    082 29 06.75469(W) AD(       ) 2
 GA0645  NAD 83(1995)-  36 28 45.07208(N)    082 29 06.77397(W) AD(       ) 2
 GA0645  NAD 83(1995)-  36 28 45.06408(N)    082 29 06.75622(W) AD(       ) 2
 GA0645  NAD 83(1986)-  36 28 45.06657(N)    082 29 06.75853(W) AD(       ) 2
 GA0645  NAD 27      -  36 28 44.69510(N)    082 29 07.23120(W) AD(       ) 2
 GA0645  NGVD 29 (??/??/92)  452.752  (m)         1485.40   (f) ADJ UNCH    2 0
 GA0645
 GA0645.Superseded values are not recommended for survey control.
 GA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0645.See file dsdata.txt to determine how the superseded data were derived.
 GA0645
 GA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6695238124(NAD 83)
 GA0645_MARKER: DE = TRAVERSE STATION DISK
 GA0645_SETTING: 66 = SET IN ROCK OUTCROP
 GA0645_SP_SET: SET IN ROCK OUTCROP
 GA0645_STAMPING: BOWERY 1961
 GA0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0645+STABILITY: POSITION/ELEVATION WELL
 GA0645
 GA0645  HISTORY     - Date     Condition        Report By
 GA0645  HISTORY     - 1961     MONUMENTED       CGS
 GA0645  HISTORY     - 1961     GOOD             CGS
 GA0645
 GA0645                          STATION DESCRIPTION
 GA0645
 GA0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0645'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF KINGSPORT, AND
 GA0645'ABOUT 4-1/2 MILES
 GA0645'SOUTHWEST OF THE TRI-CITY AIRPORT, ON A HIGH PARTLY CLEAR SIDE
 GA0645'HILL OVERLOOKING THE
 GA0645'FORT PATRICK HENRY LAKE ON THE HOLSTON RIVER, ON
 GA0645'PROPERTY OWNED BY MR.  L.M.  BOWERY.
 GA0645'
 GA0645'THE STATION IS REACHED FROM THE POST OFFICE IN COLONIAL HEIGHTS
 GA0645'TENNESSEE, WHICH IS
 GA0645'ABOUT 5 MILES SOUTHEAST OF KINGSPORT ON U.S.HIGHWAY 23, GO
 GA0645'EAST ON U.S.  HIGHWAY 23
 GA0645'FOR 0.6 MILE TO A RAILROAD OVERPASS,
 GA0645'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A
 GA0645'SIDE ROAD LEFT, TURN LEFT
 GA0645'AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GA0645'STRAIGHT AHEAD
 GA0645'FOR 0.25 MILE TO A GATE ON THE LEFT JUST AFTER PASSING BOWERY
 GA0645'RESIDENCE, TURN LEFT
 GA0645'THROUGH GATE AND GO 0.05 MILE NORTH TO A GATE IN
 GA0645'EAST WEST FENCE LINE, GO THROUGH GATE
 GA0645'AND TURN SHARP LEFT AND FOLLOW
 GA0645'ALONG FENCE LINE FOR 0.05 MILE TO A NORTH SOUTH FENCE
 GA0645'LINE, TURN
 GA0645'RIGHT AND GO UP STEEP HILL ABOUT 50 YARDS TO STATION.
 GA0645'
 GA0645'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BOWERY 1961,
 GA0645'CEMENTED IN A DRILLED HOLE
 GA0645'IN OUTCROPPING BEDROCK IS FLUSH.  THE BEDROCK PROJECTS
 GA0645'ABOUT 3 FEET ON THE SOUTH SIDE.
 GA0645'IT IS 41 FEET NORTHEAST OF A WIRE
 GA0645'FENCE, 31 FEET SOUTHEAST OF EDGE OF TIMBER LINE,
 GA0645'AND 6.1 FEET
 GA0645'NORTHWEST OF A WITNESS POST AND SIGN.
 GA0645'
 GA0645'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOWERY NO. 1 1961,
 GA0645'CEMENTED IN A DRILLED HOLE
 GA0645'IN OUTCROPPING BEDROCK IS FLUSH.  THE BEDROCK PROJECTS
 GA0645'ABOUT 1 FOOT ON THE SOUTHERN
 GA0645'EDGE.  IS 45 FEET NORTHEAST OF A WITNESS
 GA0645'POST AND SIGN, 31 FEET SOUTHEAST OF THE EDGE OF
 GA0645'TIMBER LINE, AND IS
 GA0645'ABOUT 3 FEET LOWER THAN THE ELEVATION OF STATION.
 GA0645'
 GA0645'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BOWERY NO. 2 1961,
 GA0645'CEMENTED IN A DRILLED HOLE
 GA0645'IN OUTCROPPING BEDROCK IS FLUSH.  THE BEDROCK PROJECTS
 GA0645'ABOUT 6 INCHES ON THE SOUTHERN
 GA0645'EDGE.  IS 60 FEET FEET NORTHEAST OF A
 GA0645'WIRE FENCE, 2 FEET SOUTHEAST OF EDGE OF TIMBER
 GA0645'LINE, AND IS ABOUT 4
 GA0645'FEET HIGHER THAN STATION MARK.
 GA0645'
 GA0645'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWERY 1961, SET IN A
 GA0645'SQUARE CONCRETE
 GA0645'MONUMENT WHICH PROJECTS 6 INCHES.  IS 58.8 FEET SOUTHEAST OF
 GA0645'THE SOUTHEAST CORNER OF
 GA0645'MR.COLLIS H.  WILD RESIDENCE, 14 FEET
 GA0645'NORTHWEST OF THE CENTER OF A BLACKTOPPED
 GA0645'ROAD, 1.7 FEET NORTHEAST OF
 GA0645'A WITNESS POST AND SIGN, AND 1.3 FEET WEST OF A POWER LINE
 GA0645'POLE NO.  6.
 GA0645'
 GA0645'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GA0645
 GA0645                          STATION RECOVERY (1961)
 GA0645
 GA0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0645'1.6 MI SE FROM COLONIAL HEIGHTS.
 GA0645'TO REACH THE STATION FROM THE POST OFFICE IN COLONIAL HEIGHTS,
 GA0645'(LOCATED ABOUT 5 MILES SOUTHEAST OF KINGSPORT), GO SOUTHEAST
 GA0645'ON U.S. HIGHWAY 23 FOR 0.6 MILE TO A RAILROAD OVERPASS, CONTINUE
 GA0645'STRAIGHT AHEAD FOR 0.4 MILE TO A CROSSROAD, (BENCH MARK A 98 IS
 GA0645'ON THE RIGHT), TURN LEFT AND GO 0.45 MILE NORTHEAST ON A GRAVELED
 GA0645'ROAD TO A GATE ON THE LEFT JUST AFTER PASSING BOWERY RESIDENCE,
 GA0645'TURN LEFT THROUGH GATE AND GO 0.05 MILE NORTH TO A GATE IN
 GA0645'EAST-WEST FENCE LINE, GO THROUGH GATE AND TURN SHARP LEFT AND
 GA0645'FOLLOW ALONG FENCE LINE FOR 0.05 MILE TO AN OLD NORTH-SOUTH FENCE
 GA0645'LINE, TURN RIGHT AND GO UP STEEP HILL ABOUT 50 YARDS TO THE
 GA0645'STATION.  THE STATION MARK IS 41 FT. NORTHEAST OF A WIRE FENCE,
 GA0645'31 FT. SOUTHEAST OF EDGE OF TIMBER LINE, AND 6.1 FT. NORTHWEST
 GA0645'OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA0645'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FT. ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0644 ***********************************************************************
 GA0644  DESIGNATION -  BOWERY AZ MK
 GA0644  PID         -  GA0644
 GA0644  STATE/COUNTY-  TN/SULLIVAN
 GA0644  USGS QUAD   -  BOONE DAM (1968)
 GA0644
 GA0644                         *CURRENT SURVEY CONTROL
 GA0644  ___________________________________________________________________
 GA0644* NAD 83(1986)-  36 28 34.     (N)    082 29 11.     (W)     SCALED    
 GA0644* NAVD 88     -       428.880  (meters)    1407.08   (feet)  ADJUSTED  
 GA0644  ___________________________________________________________________
 GA0644  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0644  DYNAMIC HT  -         428.483 (meters)    1405.78  (feet)  COMP
 GA0644  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0644
 GA0644  VERT ORDER  -  SECOND    CLASS 0
 GA0644
 GA0644.The horizontal coordinates were scaled from a topographic map and have
 GA0644.an estimated accuracy of +/- 6 seconds.
 GA0644
 GA0644.The orthometric height was determined by differential leveling
 GA0644.and adjusted by the National Geodetic Survey in June 1991..
 GA0644
 GA0644.The geoid height was determined by GEOID03.
 GA0644
 GA0644.The dynamic height is computed by dividing the NAVD 88
 GA0644.geopotential number by the normal gravity value computed on the
 GA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0644.degrees latitude (g = 980.6199 gals.).
 GA0644
 GA0644.The modeled gravity was interpolated from observed gravity values.
 GA0644
 GA0644;                    North         East    Units  Estimated Accuracy
 GA0644;SPC TN       -   243,400.      914,820.      MT  (+/- 180 meters Scaled)
 GA0644
 GA0644                          SUPERSEDED SURVEY CONTROL
 GA0644
 GA0644  NGVD 29 (??/??/92)  429.021  (m)         1407.55   (f) ADJ UNCH    2 0
 GA0644
 GA0644.Superseded values are not recommended for survey control.
 GA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0644.See file dsdata.txt to determine how the superseded data were derived.
 GA0644
 GA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA668377(NAD 83)
 GA0644_MARKER: DZ = AZIMUTH MARK DISK
 GA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0644_STAMPING: BOWERY 1961
 GA0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0644+STABILITY: SURFACE MOTION
 GA0644
 GA0644  HISTORY     - Date     Condition        Report By
 GA0644  HISTORY     - 1961     MONUMENTED       CGS
 GA0644
 GA0644                          STATION DESCRIPTION
 GA0644
 GA0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0644'1.2 MI SE FROM COLONIAL HEIGHTS.
 GA0644'TO REACH FROM THE POST OFFICE IN COLONIAL HEIGHTS, (LOCATED ABOUT
 GA0644'5 MILES SOUTHEAST OF KINGSPORT), GO SOUTHEAST ON U.S. HIGHWAY 23
 GA0644'FOR 0.6 MILE TO A RAILROAD OVERPASS, CONTINUE STRAIGHT AHEAD FOR
 GA0644'0.4 MILE TO A CROSSROAD, (BENCH MARK A 98 IS ON THE RIGHT), TURN
 GA0644'LEFT AND GO 0.25 MILE NORTHEAST ON A GRAVELED ROAD TO MR. COLLIS
 GA0644'H. WILD RESIDENCE.  THE AZIMUTH MARK IS 58.8 FT. SOUTHEAST OF
 GA0644'THE SOUTHEAST CORNER OF HIS HOUSE, 14 FT. NORTHWEST OF THE CENTER
 GA0644'OF THE ROAD, 1.7 FT. NORTHEAST OF A WITNESS SIGN, AND 1.3 FT.
 GA0644'WEST OF POWER LINE POLE 6.  THE DISK IS SET IN TOP OF A CONCRETE
 GA0644'POST PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0647 ***********************************************************************
 GA0647  DESIGNATION -  BOWERY RM 1
 GA0647  PID         -  GA0647
 GA0647  STATE/COUNTY-  TN/SULLIVAN
 GA0647  USGS QUAD   -  BOONE DAM (1968)
 GA0647
 GA0647                         *CURRENT SURVEY CONTROL
 GA0647  ___________________________________________________________________
 GA0647* NAD 83(1986)-  36 28 44.     (N)    082 29 07.     (W)     SCALED    
 GA0647* NAVD 88     -       450.441  (meters)    1477.82   (feet)  ADJUSTED  
 GA0647  ___________________________________________________________________
 GA0647  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0647  DYNAMIC HT  -         450.025 (meters)    1476.46  (feet)  COMP
 GA0647  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0647
 GA0647  VERT ORDER  -  SECOND    CLASS 0
 GA0647
 GA0647.The horizontal coordinates were scaled from a topographic map and have
 GA0647.an estimated accuracy of +/- 6 seconds.
 GA0647
 GA0647.The orthometric height was determined by differential leveling
 GA0647.and adjusted by the National Geodetic Survey in June 1991..
 GA0647
 GA0647.The geoid height was determined by GEOID03.
 GA0647
 GA0647.The dynamic height is computed by dividing the NAVD 88
 GA0647.geopotential number by the normal gravity value computed on the
 GA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0647.degrees latitude (g = 980.6199 gals.).
 GA0647
 GA0647.The modeled gravity was interpolated from observed gravity values.
 GA0647
 GA0647;                    North         East    Units  Estimated Accuracy
 GA0647;SPC TN       -   243,710.      914,910.      MT  (+/- 180 meters Scaled)
 GA0647
 GA0647                          SUPERSEDED SURVEY CONTROL
 GA0647
 GA0647  NGVD 29 (??/??/92)  450.584  (m)         1478.29   (f) ADJ UNCH    2 0
 GA0647
 GA0647.Superseded values are not recommended for survey control.
 GA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0647.See file dsdata.txt to determine how the superseded data were derived.
 GA0647
 GA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA669380(NAD 83)
 GA0647_MARKER: DR = REFERENCE MARK DISK
 GA0647_SETTING: 66 = SET IN ROCK OUTCROP
 GA0647_SP_SET: SET IN ROCK OUTCROP
 GA0647_STAMPING: BOWERY NO 1 1961
 GA0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0647+STABILITY: POSITION/ELEVATION WELL
 GA0647
 GA0647  HISTORY     - Date     Condition        Report By
 GA0647  HISTORY     - 1961     MONUMENTED       CGS
 GA0647
 GA0647                          STATION DESCRIPTION
 GA0647
 GA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0647'1.6 MI SE FROM COLONIAL HEIGHTS.
 GA0647'THIS MARK IS LOCATED AT THE BOWERY 1961 STATION SITE, 45.8 FT.
 GA0647'EAST OF THE STATION MARK, 45 FT. NORTHEAST OF A WITNESS SIGN, 31
 GA0647'FT. SOUTHEAST OF THE EDGE OF TIMBER LINE AND IS ABOUT 3 FT.
 GA0647'LOWER THAN THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA0647'IN TOP OF OUTCROPPING BEDROCK THAT PROJECTS 1 FT. ON THE SOUTH
 GA0647'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0646 ***********************************************************************
 GA0646  DESIGNATION -  BOWERY RM 2
 GA0646  PID         -  GA0646
 GA0646  STATE/COUNTY-  TN/SULLIVAN
 GA0646  USGS QUAD   -  BOONE DAM (1968)
 GA0646
 GA0646                         *CURRENT SURVEY CONTROL
 GA0646  ___________________________________________________________________
 GA0646* NAD 83(1986)-  36 28 44.     (N)    082 29 07.     (W)     SCALED    
 GA0646* NAVD 88     -       454.787  (meters)    1492.08   (feet)  ADJUSTED  
 GA0646  ___________________________________________________________________
 GA0646  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0646  DYNAMIC HT  -         454.367 (meters)    1490.70  (feet)  COMP
 GA0646  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0646
 GA0646  VERT ORDER  -  SECOND    CLASS 0
 GA0646
 GA0646.The horizontal coordinates were scaled from a topographic map and have
 GA0646.an estimated accuracy of +/- 6 seconds.
 GA0646
 GA0646.The orthometric height was determined by differential leveling
 GA0646.and adjusted by the National Geodetic Survey in June 1991..
 GA0646
 GA0646.The geoid height was determined by GEOID03.
 GA0646
 GA0646.The dynamic height is computed by dividing the NAVD 88
 GA0646.geopotential number by the normal gravity value computed on the
 GA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0646.degrees latitude (g = 980.6199 gals.).
 GA0646
 GA0646.The modeled gravity was interpolated from observed gravity values.
 GA0646
 GA0646;                    North         East    Units  Estimated Accuracy
 GA0646;SPC TN       -   243,710.      914,910.      MT  (+/- 180 meters Scaled)
 GA0646
 GA0646                          SUPERSEDED SURVEY CONTROL
 GA0646
 GA0646  NGVD 29 (??/??/92)  454.930  (m)         1492.55   (f) ADJ UNCH    2 0
 GA0646
 GA0646.Superseded values are not recommended for survey control.
 GA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0646.See file dsdata.txt to determine how the superseded data were derived.
 GA0646
 GA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA669380(NAD 83)
 GA0646_MARKER: DR = REFERENCE MARK DISK
 GA0646_SETTING: 66 = SET IN ROCK OUTCROP
 GA0646_SP_SET: SET IN ROCK OUTCROP
 GA0646_STAMPING: BOWERY NO 2 1961
 GA0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0646+STABILITY: POSITION/ELEVATION WELL
 GA0646
 GA0646  HISTORY     - Date     Condition        Report By
 GA0646  HISTORY     - 1961     MONUMENTED       CGS
 GA0646
 GA0646                          STATION DESCRIPTION
 GA0646
 GA0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0646'1.6 MI SE FROM COLONIAL HEIGHTS.
 GA0646'THIS MARK IS LOCATED AT THE BOWERY 1961 STATION SITE, 33.9 FT.
 GA0646'NORTH OF THE STATION MARK, 60 FT. NORTHEAST OF A WIRE FENCE,
 GA0646'2 FT. SOUTHEAST OF EDGE OF TIMBER LINE, AND IS ABOUT 4 FT. HIGHER
 GA0646'THAN THE STATION.  THE DISK IS CEMENTED IN OUTCROPPING BEDROCK
 GA0646'THAT PROJECTS ABOUT 6 INCHES ON THE SOUTHERN EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2578 ***********************************************************************
 GB2578  DESIGNATION -  BOWMAN LOOKOUT TOWER NC 27
 GB2578  PID         -  GB2578
 GB2578  STATE/COUNTY-  TN/CAMPBELL
 GB2578  USGS QUAD   -  BLOCK (1979)
 GB2578
 GB2578                         *CURRENT SURVEY CONTROL
 GB2578  ___________________________________________________________________
 GB2578* NAD 83(1995)-  36 17 01.95017(N)    084 17 17.20526(W)     ADJUSTED  
 GB2578* NAVD 88     -                                                        
 GB2578  ___________________________________________________________________
 GB2578  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GB2578  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2578
 GB2578  HORZ ORDER  -  THIRD
 GB2578
 GB2578.The horizontal coordinates were established by classical geodetic methods
 GB2578.and adjusted by the National Geodetic Survey in April 1999..
 GB2578
 GB2578
 GB2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2578
 GB2578.The geoid height was determined by GEOID03.
 GB2578
 GB2578;                    North         East     Units Scale Factor Converg.
 GB2578;SPC TN       -   217,758.557   753,783.963   MT  0.99997914   +1 00 07.9
 GB2578;SPC TN       -   714,429.53  2,473,039.55   sFT  0.99997914   +1 00 07.9
 GB2578;UTM  16      - 4,018,847.698   743,564.483   MT  1.00033099   +1 36 20.3
 GB2578
 GB2578                          SUPERSEDED SURVEY CONTROL
 GB2578
 GB2578  NAD 83(1995)-  36 17 01.95157(N)    084 17 17.20936(W) AD(       ) 4
 GB2578  NAD 83(1995)-  36 17 01.95580(N)    084 17 17.21168(W) AD(       ) 4
 GB2578  NAD 83(1986)-  36 17 01.95995(N)    084 17 17.20487(W) AD(       ) 4
 GB2578  NAD 27      -  36 17 01.67400(N)    084 17 17.45000(W) AD(       ) 3
 GB2578
 GB2578.Superseded values are not recommended for survey control.
 GB2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2578.See file dsdata.txt to determine how the superseded data were derived.
 GB2578
 GB2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4356418848(NAD 83)
 GB2578_MARKER: 57 = LOOKOUT TOWER
 GB2578
 GB2578  HISTORY     - Date     Condition        Report By
 GB2578  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2578
 GB2578                          STATION DESCRIPTION
 GB2578
 GB2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2578'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 GB2578'ABOUT 4.0 MILES WEST OF
 GB2578'CARYVILLE, 8.0 MILES NORTHWEST OF COAL SPRINGS AND ON
 GB2578'HIGHEST PART OF BOWMAN MOUNTAIN.
 GB2578'IT IS A GLASS ENCLOSED CAB ATOP A
 GB2578'FOUR LEGGED STEEL TOWER 70 FEET HIGH.  THE TOWER IS
 GB2578'LOCALY KNOWN AS
 GB2578'BOWMAN LOOKOUT TOWER.  THE APEX OF THE CAB IS THE POINT INTERSECTED.
 GB2578'
 GB2578'TO REACH THE STATION FROM THE RAILROAD IN CARYVILLE, GO SOUTH ACROSS
 GB2578'THE RAILROAD TRACKS
 GB2578'ON MAIN ROAD FOR 3.5 MILES TO A CROSSROAD, KEEP
 GB2578'STRAIGHT AHEAD FOR 0.85 MILE TO A
 GB2578'CROSSROAD AT THE TOP OF DIVIDE,
 GB2578'TURN SHARP RIGHT AND GO 1.0 MILE TO A T-ROAD TO THE
 GB2578'LEFT AT AN
 GB2578'ABANDONED HOUSE ON THE RIGHT.  HERE TURN LEFT FOR 0.25 MILE TO A
 GB2578'FORK, TAKE ROAD TO
 GB2578'THE LEFT FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT
 GB2578'AND GO 1.25 MILE TO THE LOOKOUT
 GB2578'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2666 ***********************************************************************
 AJ2666  DESIGNATION -  BOXTOWN
 AJ2666  PID         -  AJ2666
 AJ2666  STATE/COUNTY-  TN/SHELBY
 AJ2666  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2666
 AJ2666                         *CURRENT SURVEY CONTROL
 AJ2666  ___________________________________________________________________
 AJ2666* NAD 83(1995)-  35 02 58.70119(N)    090 07 31.52029(W)     ADJUSTED  
 AJ2666* NAVD 88     -        91.75   (meters)     301.0    (feet)  LEVELING  
 AJ2666  ___________________________________________________________________
 AJ2666  X           -     -11,442.760 (meters)                     COMP
 AJ2666  Y           -  -5,227,306.473 (meters)                     COMP
 AJ2666  Z           -   3,642,413.679 (meters)                     COMP
 AJ2666  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2666  ELLIP HEIGHT-          64.51  (meters)          (04/26/01) GPS OBS
 AJ2666  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2666
 AJ2666  HORZ ORDER  -  FIRST
 AJ2666  VERT ORDER  -  THIRD ?
 AJ2666  ELLP ORDER  -  FOURTH    CLASS I
 AJ2666
 AJ2666.The horizontal coordinates were established by GPS observations
 AJ2666.and adjusted by the National Geodetic Survey in April 2001..
 AJ2666
 AJ2666.The orthometric height was determined by differential leveling.
 AJ2666.The vertical network tie was performed by a horz. field party for horz.
 AJ2666.obs reductions. Reset procedures were used to establish the elevation.
 AJ2666
 AJ2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2666
 AJ2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2666
 AJ2666.The ellipsoidal height was determined by GPS observations
 AJ2666.and is referenced to NAD 83.
 AJ2666
 AJ2666.The geoid height was determined by GEOID03.
 AJ2666
 AJ2666;                    North         East     Units Scale Factor Converg.
 AJ2666;SPC TN       -    87,407.221   223,721.198   MT  1.00004140   -2 24 54.7
 AJ2666;SPC TN       -   286,768.52    733,991.96   sFT  1.00004140   -2 24 54.7
 AJ2666;UTM  15      - 3,882,326.911   762,189.207   MT  1.00044731   +1 39 06.4
 AJ2666
 AJ2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2666!SPC TN       -   0.99998987  x   1.00004140  =   1.00003127
 AJ2666!UTM  15      -   0.99998987  x   1.00044731  =   1.00043718
 AJ2666
 AJ2666                          SUPERSEDED SURVEY CONTROL
 AJ2666
 AJ2666.No superseded survey control is available for this station.
 AJ2666
 AJ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6218982327(NAD 83)
 AJ2666_MARKER: DD = SURVEY DISK
 AJ2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2666_MARK LOGO: TN1620
 AJ2666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2666+STABILITY: SURFACE MOTION
 AJ2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2666+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 AJ2666
 AJ2666  HISTORY     - Date     Condition        Report By
 AJ2666  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2666  HISTORY     - 20030407 GOOD             TN1620
 AJ2666
 AJ2666                          STATION DESCRIPTION
 AJ2666
 AJ2666'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2666'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN THE BOXTOWN
 AJ2666'COMMUNITY.
 AJ2666'TO REACH THE STATION FROM THE INTERSECTION OF FIELDS ROAD AND WEAVER
 AJ2666'ROAD, PROCEED WEST ON FIELDS ROAD APPROXIMATELY 1.65 MILES (2.66 KM)
 AJ2666'TO BOXTOWN ROAD.  THE STATION IS ON THE RIGHT.
 AJ2666'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2666'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2666'THE GROUND.  THE STATION IS LOCATED ON THE NORTHEAST CORNER OF FIELDS
 AJ2666'ROAD AND BOXTOWN ROAD, AT THE BACK OF THE SIDEWALK, AT THE END OF CURB
 AJ2666'RADIUS (ER) ON FIELDS ROAD SIDE, AT THE END OF SIDEWALK.  THE CAP AND
 AJ2666'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2666
 AJ2666                          STATION RECOVERY (2003)
 AJ2666
 AJ2666'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1476 ***********************************************************************
 FD1476  DESIGNATION -  BOYCE
 FD1476  PID         -  FD1476
 FD1476  STATE/COUNTY-  TN/RUTHERFORD
 FD1476  USGS QUAD   -  ROVER (1981)
 FD1476
 FD1476                         *CURRENT SURVEY CONTROL
 FD1476  ___________________________________________________________________
 FD1476* NAD 83(1995)-  35 42 11.82713(N)    086 37 16.81835(W)     ADJUSTED  
 FD1476* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 FD1476  ___________________________________________________________________
 FD1476  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FD1476  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD1476
 FD1476  HORZ ORDER  -  THIRD
 FD1476
 FD1476.The horizontal coordinates were established by classical geodetic methods
 FD1476.and adjusted by the National Geodetic Survey in April 1999..
 FD1476
 FD1476.The orthometric height was scaled from a topographic map.
 FD1476
 FD1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1476
 FD1476.The geoid height was determined by GEOID03.
 FD1476
 FD1476;                    North         East     Units Scale Factor Converg.
 FD1476;SPC TN       -   152,173.244   543,771.865   MT  0.99995099   -0 21 49.5
 FD1476;SPC TN       -   499,255.05  1,784,024.86   sFT  0.99995099   -0 21 49.5
 FD1476;UTM  16      - 3,951,105.332   534,255.330   MT  0.99961446   +0 13 15.5
 FD1476
 FD1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1476!SPC TN       -   0.99996158  x   0.99995099  =   0.99991257
 FD1476!UTM  16      -   0.99996158  x   0.99961446  =   0.99957605
 FD1476
 FD1476|---------------------------------------------------------------------|
 FD1476| PID    Reference Object                     Distance      Geod. Az  |
 FD1476|                                                           dddmmss.s |
 FD1476| CG5670 BOYCE RM 1                           56.784 METERS 10248     |
 FD1476| CG5671 BOYCE RM 2                                         22246     |
 FD1476| FD1479 EAGLE                               APPROX. 5.6 KM 3092514.6 |
 FD1476|---------------------------------------------------------------------|
 FD1476
 FD1476                          SUPERSEDED SURVEY CONTROL
 FD1476
 FD1476  NAD 83(1995)-  35 42 11.83211(N)    086 37 16.82095(W) AD(       ) 3
 FD1476  NAD 83(1986)-  35 42 11.83737(N)    086 37 16.81896(W) AD(       ) 3
 FD1476  NAD 27      -  35 42 11.59500(N)    086 37 16.83700(W) AD(       ) 3
 FD1476
 FD1476.Superseded values are not recommended for survey control.
 FD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1476.See file dsdata.txt to determine how the superseded data were derived.
 FD1476
 FD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3425551105(NAD 83)
 FD1476_MARKER: DS = TRIANGULATION STATION DISK
 FD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1476
 FD1476  HISTORY     - Date     Condition        Report By
 FD1476  HISTORY     - 1934     MONUMENTED       CGS
 FD1476
 FD1476                          STATION DESCRIPTION
 FD1476
 FD1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1476'ABOUT 3 MILES SOUTH-SOUTHEAST OF EAGLEVILLE, 6 MILES SOUTHWEST OF
 FD1476'ROCKVALE, ABOUT
 FD1476'0.1 MILE NORTHEAST OF J F BOYCES HOME, AND ON HIGHEST
 FD1476'PART OF FENCE LINE ON NORTH SIDE
 FD1476'OF HIGH CLEARED FIELD OWNED BY MR
 FD1476'BOYCE.  TO REACH FROM INTERSECTION OF STATE ROUTES
 FD1476'99 AND 16 IN
 FD1476'EAGLEVILLE, GO SOUTH 3.2 MILES ON STATE ROUTE 16 TO WHITE HOUSE ON
 FD1476'LEFT (J F BOYCES
 FD1476'HOME) AND COUNTY-LINE SIGN ON RIGHT, TURN IN THROUGH
 FD1476'BARNYARD OF MR BOYCE, AND FOLLOW
 FD1476'ROUGH ROCK ROAD THROUGH WOODS TO TOP
 FD1476'OF HILL AND STATION SITE.  STATION IS 45 FEET SOUTH
 FD1476'OF TWIN HACKBERRY
 FD1476'TREE WITH TRIANGULAR BLAZE AND 43 FEET EAST OF FENCE CORNER.  SURFACE
 FD1476'AND UNDERGROUND
 FD1476'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FD1476'UPPER MARK IS 6
 FD1476'INCHES BELOW SURFACE OF GROUND.
 FD1476'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FD1476'CONCRETE.
 FD1476'NO 1 IS NEAR NORTHEAST CORNER OF HIGH CLEARED FIELD, 64.7 FEET
 FD1476'SOUTH OF WIRE
 FD1476'FENCE, AND 186.3 FEET FROM STATION S 77 DEG 12 MIN E.
 FD1476'NO 2 IS ON WEST SIDE OF
 FD1476'HIGH CLEARED FIELD, 2.5 FEET EAST OF
 FD1476'INTERSECTION OF WIRE FENCES, AND 239.7
 FD1476'FEET (SLOPE DISTANCE) FROM
 FD1476'STATION S 42 DEG 46 MIN W.  AZIMUTH MARK IS
 FD1476'STANDARD REFERENCE
 FD1476'DISK IN OUTCROPPING BEDROCK, IN YARD OF MR BOYCE, ABOUT 120
 FD1476'FEET EAST OF
 FD1476'CENTER OF STATE ROUTE 16, 1.5 FEET WEST OF FENCE, ABOUT
 FD1476'12 FEET SOUTH OF CENTER OF LANE
 FD1476'BY BOYCES HOME, AND ABOUT 250 YARDS
 FD1476'FROM STATION S 20 DEG 43 MIN W.
 FD1476'AZIMUTH FROM STATION
 FD1476'TO WHITE CHURCH, SPIRE, DISTANT 1.5 MILES, IS S 27 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2095 ***********************************************************************
 GC2095  DESIGNATION -  BOZE
 GC2095  PID         -  GC2095
 GC2095  STATE/COUNTY-  TN/SUMNER
 GC2095  USGS QUAD   -  TURNERS STATION (1979)
 GC2095
 GC2095                         *CURRENT SURVEY CONTROL
 GC2095  ___________________________________________________________________
 GC2095* NAD 83(1995)-  36 30 31.64559(N)    086 15 42.74637(W)     ADJUSTED  
 GC2095* NAVD 88     -       204.5    (meters)     671.     (feet)  VERTCON   
 GC2095  ___________________________________________________________________
 GC2095  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2095  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2095
 GC2095  HORZ ORDER  -  SECOND
 GC2095
 GC2095.The horizontal coordinates were established by classical geodetic methods
 GC2095.and adjusted by the National Geodetic Survey in April 1999..
 GC2095
 GC2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2095
 GC2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2095
 GC2095.The geoid height was determined by GEOID03.
 GC2095
 GC2095;                    North         East     Units Scale Factor Converg.
 GC2095;SPC TN       -   241,402.900   576,540.687   MT  1.00001764   -0 09 11.9
 GC2095;SPC TN       -   792,002.68  1,891,533.90   sFT  1.00001764   -0 09 11.9
 GC2095;UTM  16      - 4,040,636.459   566,096.136   MT  0.99965382   +0 26 21.0
 GC2095
 GC2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2095!SPC TN       -   0.99997253  x   1.00001764  =   0.99999017
 GC2095!UTM  16      -   0.99997253  x   0.99965382  =   0.99962636
 GC2095
 GC2095|---------------------------------------------------------------------|
 GC2095| PID    Reference Object                     Distance      Geod. Az  |
 GC2095|                                                           dddmmss.s |
 GC2095| CG4833 BOZE RM 1                            12.018 METERS 13759     |
 GC2095| CG4834 BOZE RM 2                             9.498 METERS 32952     |
 GC2095| CG4832 BOZE AZ MK                                         3295855.0 |
 GC2095|---------------------------------------------------------------------|
 GC2095
 GC2095                          SUPERSEDED SURVEY CONTROL
 GC2095
 GC2095  NAD 83(1995)-  36 30 31.64618(N)    086 15 42.74719(W) AD(       ) 2
 GC2095  NAD 83(1995)-  36 30 31.65394(N)    086 15 42.74971(W) AD(       ) 2
 GC2095  NAD 83(1986)-  36 30 31.65551(N)    086 15 42.74987(W) AD(       ) 2
 GC2095  NAD 27      -  36 30 31.50000(N)    086 15 42.78980(W) AD(       ) 2
 GC2095  NGVD 29 (07/19/86)  204.6    (m)          671.     (f) VERT ANG       
 GC2095
 GC2095.Superseded values are not recommended for survey control.
 GC2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2095.See file dsdata.txt to determine how the superseded data were derived.
 GC2095
 GC2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6609640636(NAD 83)
 GC2095_MARKER: DD = SURVEY DISK
 GC2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2095
 GC2095  HISTORY     - Date     Condition        Report By
 GC2095  HISTORY     - 1961     MONUMENTED       TNHD
 GC2095
 GC2095                          STATION DESCRIPTION
 GC2095
 GC2095'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2095'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF BRANSFORD.
 GC2095'
 GC2095'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2095'ROUTE 10-A AT BRANSFORD, GO NORTH ON STATE ROUTE 6 FOR 1.0 MILE
 GC2095'TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THIS GRAVELED ROAD AND
 GC2095'GO ABOUT 35 YARDS TO A DRIVEWAY ON RIGHT, TURN RIGHT AND GO
 GC2095'SOUTHEAST ON THIS DRIVEWAY FOR ABOUT 15 YARDS TO A FORK IN THE
 GC2095'DRIVEWAY LEADING INTO THE BARN LOT. PASS THROUGH BARN LOT AND
 GC2095'CONTINUE ON A TRACK ROAD FOR 0.05 MILE TO A GATE, PASS THROUGH THIS
 GC2095'GATE AND TURN RIGHT ON A FIELD ROAD ALONG FENCE FOR 0.05 MILE TO
 GC2095'THE STATION ON THE RIGHT AS DESCRIBED.
 GC2095'
 GC2095'THE STATION IS 102 FEET SOUTHWEST OF A POWER POLE, 32 FEET SOUTHEAST
 GC2095'OF A FENCE CORNER POST, 2 FEET NORTH OF A WITNESS POST, AND 0.5 OF
 GC2095'A FOOT NORTHEAST OF AN EAST-WEST FENCE. SURFACE AND UNDERGROUND MARKS
 GC2095'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED BOZE 1961.
 GC2095'THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2095'MONUMENT.
 GC2095'
 GC2095'REFERENCE MARK NO. 1 IS 0.5 OF A FOOT NORTHEAST OF AN EAST-WEST
 GC2095'FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2095'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC2095'IS STAMPED BOZE RM-1 1961.
 GC2095'
 GC2095'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A FENCE CORNER POST. THE
 GC2095'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2095'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 GC2095'BOZE RM-2 1961.
 GC2095'
 GC2095'THE AZIMUTH MARK IS 49 FEET SOUTH OF A FENCE CORNER POST, 26 FEET
 GC2095'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 6, 1 FOOT EAST OF A
 GC2095'FENCE, AND 1 FOOT EAST OF A WITNESS POST. THE MARK IS A STANDARD
 GC2095'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2095'CONCRETE MONUMENT, AND THE DISK IS STAMPED BOZE AZI 1961.
 GC2095'
 GC2095'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 6 AND
 GC2095'STATE ROUTE 10-A AT BRANSFORD, GO NORTH ON STATE ROUTE 6 FOR 1.35
 GC2095'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2095'
 GC2095'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3391 ***********************************************************************
 GA3391  DESIGNATION -  BRABSON
 GA3391  PID         -  GA3391
 GA3391  STATE/COUNTY-  TN/WASHINGTON
 GA3391  USGS QUAD   -  LEESBURG (1971)
 GA3391
 GA3391                         *CURRENT SURVEY CONTROL
 GA3391  ___________________________________________________________________
 GA3391* NAD 83(1995)-  36 15 26.04294(N)    082 37 28.02190(W)     ADJUSTED  
 GA3391* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 GA3391  ___________________________________________________________________
 GA3391  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GA3391  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA3391
 GA3391  HORZ ORDER  -  SECOND
 GA3391
 GA3391.The horizontal coordinates were established by classical geodetic methods
 GA3391.and adjusted by the National Geodetic Survey in April 1999..
 GA3391
 GA3391.The orthometric height was scaled from a topographic map.
 GA3391
 GA3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3391
 GA3391.The geoid height was determined by GEOID03.
 GA3391
 GA3391;                    North         East     Units Scale Factor Converg.
 GA3391;SPC TN       -   218,688.365   903,292.976   MT  0.99997560   +1 58 34.3
 GA3391;SPC TN       -   717,480.08  2,963,553.71   sFT  0.99997560   +1 58 34.3
 GA3391;UTM  17      - 4,013,703.797   354,063.152   MT  0.99986241   -0 57 39.2
 GA3391
 GA3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3391!SPC TN       -   0.99991926  x   0.99997560  =   0.99989486
 GA3391!UTM  17      -   0.99991926  x   0.99986241  =   0.99978168
 GA3391
 GA3391|---------------------------------------------------------------------|
 GA3391| PID    Reference Object                     Distance      Geod. Az  |
 GA3391|                                                           dddmmss.s |
 GA3391| DB8813 BRABSON RM 1                         34.171 METERS 04659     |
 GA3391| GA3381 BUFFALO HIGH POINT FIRE LOT         APPROX.23.2 KM 1005538.9 |
 GA3391| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.27.2 KM 1973143.7 |
 GA3391| DB8814 BRABSON RM 2                         33.522 METERS 21640     |
 GA3391| DB8812 BRABSON AZ MK                                      3141728.3 |
 GA3391|---------------------------------------------------------------------|
 GA3391
 GA3391                          SUPERSEDED SURVEY CONTROL
 GA3391
 GA3391  NAD 83(1995)-  36 15 26.04643(N)    082 37 28.02617(W) AD(       ) 2
 GA3391  NAD 83(1995)-  36 15 26.04498(N)    082 37 28.03738(W) AD(       ) 2
 GA3391  NAD 83(1995)-  36 15 26.04716(N)    082 37 28.02591(W) AD(       ) 2
 GA3391  NAD 83(1986)-  36 15 26.05295(N)    082 37 28.02759(W) AD(       ) 2
 GA3391  NAD 27      -  36 15 25.67800(N)    082 37 28.48000(W) AD(       ) 2
 GA3391
 GA3391.Superseded values are not recommended for survey control.
 GA3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3391.See file dsdata.txt to determine how the superseded data were derived.
 GA3391
 GA3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5406313704(NAD 83)
 GA3391_MARKER: DS = TRIANGULATION STATION DISK
 GA3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3391
 GA3391  HISTORY     - Date     Condition        Report By
 GA3391  HISTORY     - 1934     MONUMENTED       CGS
 GA3391
 GA3391                          STATION DESCRIPTION
 GA3391
 GA3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3391'ABOUT 4-1/2 MILES NORTHWEST OF TELFORD, 2-1/2 MILES NORTH-NORTHEAST
 GA3391'OF LIMESTONE, ON
 GA3391'TOP OF PROMINENT WOODED KNOLL, AND ON PROPERTY OF
 GA3391'MAGGIE L.  BRABSON OF COLUMBIA, S.
 GA3391'C.  TO REACH FROM RAILROAD
 GA3391'UNDERPASS ON ROUTE 11E AT LIMESTONE, FOLLOW ROUTE 11E
 GA3391'SOUTHWEST 0.6
 GA3391'MILE TO GRAVEL ROAD AT LARGE, RED, MILL BUILDING ON RIGHT, TURN RIGHT
 GA3391'AND GO 1.55 MILES,
 GA3391'KEEP TO MAIN LEFT FORK AND GO 0.45 MILE TO GRAVEL
 GA3391'T-ROAD, TURN RIGHT AND GO 1.4 MILES
 GA3391'TO POINT 0.05 MILE BEYOND
 GA3391'RED-BRICK HOUSE ON LEFT, TURN RIGHT ONTO DIRT FARM
 GA3391'ROAD JUST BEFORE
 GA3391'CROSSING LARGE CONCRETE CULVERT WITH IRON RAILS, GO 0.5 MILE AND
 GA3391'ENTER BARNYARD
 GA3391'GATE OF FRED BUCKNER (TENANT OF MRS.  BRABSON), TURN
 GA3391'LEFT SHORT DISTANCE BEYOND GATE
 GA3391'AND DOWN AROUND HIGH TREE, CROSS
 GA3391'CREEK AND FOLLOW NARROW WOODS ROAD ALONG CREEK AND
 GA3391'BASE OF HILL TO
 GA3391'RIGHT, AND KEEP TO RIGHT ON ROAD UP HILL TO STATION.  STATION IS
 GA3391'ABOUT 0.7 MILE
 GA3391'FROM BARNYARD, 27 FEET EAST OF 24-INCH OAK TREE WHICH
 GA3391'LEANS TO SOUTH, AND 16 FEET
 GA3391'SOUTH-SOUTHWEST OF 40-INCH OAK STUMP.
 GA3391'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3391'STATION DISKS IN CONCRETE.
 GA3391'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GA3391'REFERENCE DISKS
 GA3391'IN CONCRETE.  NO.  1 IS 18 FEET SOUTHEAST OF DIM ROAD
 GA3391'TO STATION AND SLIGHTLY
 GA3391'LOWER THAN AND 112.11 FEET FROM STATION
 GA3391'N 46 DEG 59 MIN E.  NO. 2 IS ABOUT
 GA3391'SAME ELEVATION AS AND 109.98
 GA3391'FEET FROM STATION S 36 DEG 40 MIN W.  AZIMUTH MARK IS
 GA3391'ON EAST SIDE OF
 GA3391'MAIN ROAD, ABOUT 120 FEET NORTHEAST OF UNPAINTED FRAME HOUSE
 GA3391'OF JESS TILSON, ABOUT 45
 GA3391'FEET NORTH ALONG FENCE LINE FROM 10-INCH OAK
 GA3391'TREE, AND ABOUT 0.6 MILE FROM STATION N 45 DEG 42 MIN W.
 GA3391'AZIMUTH MARK IS NOT VISIBLE FROM GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1504 ***********************************************************************
 GD1504  DESIGNATION -  BRAD
 GD1504  PID         -  GD1504
 GD1504  STATE/COUNTY-  TN/GIBSON
 GD1504  USGS QUAD   -  BRADFORD (1985)
 GD1504
 GD1504                         *CURRENT SURVEY CONTROL
 GD1504  ___________________________________________________________________
 GD1504* NAD 83(1995)-  36 04 00.75004(N)    088 50 49.36126(W)     ADJUSTED  
 GD1504* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 GD1504  ___________________________________________________________________
 GD1504  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GD1504  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1504
 GD1504  HORZ ORDER  -  THIRD
 GD1504
 GD1504.The horizontal coordinates were established by classical geodetic methods
 GD1504.and adjusted by the National Geodetic Survey in April 1999..
 GD1504
 GD1504.The orthometric height was scaled from a topographic map.
 GD1504
 GD1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1504
 GD1504.The geoid height was determined by GEOID03.
 GD1504
 GD1504;                    North         East     Units Scale Factor Converg.
 GD1504;SPC TN       -   196,065.741   343,564.143   MT  0.99995663   -1 40 00.4
 GD1504;SPC TN       -   643,259.02  1,127,176.69   sFT  0.99995663   -1 40 00.4
 GD1504;UTM  16      - 3,992,944.683   333,661.988   MT  0.99994093   -1 05 15.6
 GD1504
 GD1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1504!SPC TN       -   0.99998261  x   0.99995663  =   0.99993924
 GD1504!UTM  16      -   0.99998261  x   0.99994093  =   0.99992354
 GD1504
 GD1504:                Primary Azimuth Mark                     Grid Az
 GD1504:SPC TN       -  BRAD AZ MK                               066 14 49.5
 GD1504:UTM  16      -  BRAD AZ MK                               065 40 04.7
 GD1504
 GD1504|---------------------------------------------------------------------|
 GD1504| PID    Reference Object                     Distance      Geod. Az  |
 GD1504|                                                           dddmmss.s |
 GD1504| CG3280 BRAD AZ MK                                         0643449.1 |
 GD1504| GD1505 BRADFORD MUNICIPAL TANK             APPROX. 3.7 KM 0745834.8 |
 GD1504| CG3281 BRAD RM 1                            24.124 METERS 24819     |
 GD1504| CG3282 BRAD RM 2                            21.902 METERS 34357     |
 GD1504|---------------------------------------------------------------------|
 GD1504
 GD1504                          SUPERSEDED SURVEY CONTROL
 GD1504
 GD1504  NAD 83(1995)-  36 04 00.75275(N)    088 50 49.36465(W) AD(       ) 3
 GD1504  NAD 83(1995)-  36 04 00.75298(N)    088 50 49.36466(W) AD(       ) 3
 GD1504  NAD 83(1986)-  36 04 00.76168(N)    088 50 49.36075(W) AD(       ) 3
 GD1504  NAD 27      -  36 04 00.52040(N)    088 50 49.13130(W) AD(       ) 3
 GD1504
 GD1504.Superseded values are not recommended for survey control.
 GD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1504.See file dsdata.txt to determine how the superseded data were derived.
 GD1504
 GD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3366292945(NAD 83)
 GD1504_MARKER: DS = TRIANGULATION STATION DISK
 GD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1504
 GD1504  HISTORY     - Date     Condition        Report By
 GD1504  HISTORY     - 1958     MONUMENTED       CGS
 GD1504  HISTORY     - 1967     GOOD             CGS
 GD1504
 GD1504                          STATION DESCRIPTION
 GD1504
 GD1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1504'THE STATION IS ABOUT 8.0 MILES NORTHEAST OF TRENTON, 8.0 MILES EAST
 GD1504'OF DYER, 2 MILES SOUTHWEST OF BRADFORD AND ON THE PROPERTY OF MR.
 GD1504'BENNY JONES.  IT IS 44 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 GD1504'HIGHWAY 54, 23 FEET SOUTHWEST OF A FENCE CORNER, 23 FEET
 GD1504'SOUTHWEST OF A WHITE WITNESS POST, 25 FEET SOUTHWEST OF A TELEPHONE
 GD1504'POLE, 67 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE FRAME
 GD1504'HOUSE, 50 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, AND
 GD1504'19 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1504'STAMPED BRAD 1958.
 GD1504'
 GD1504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1504'HIGHWAY 54 IN THE TOWN OF BRADFORD, GO SOUTHWEST ON HIGHWAY 54 FOR
 GD1504'1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON
 GD1504'HIGHWAY 54 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GD1504'
 GD1504'REFERENCE MARK 1 IS 1 FOOT EAST OF A POWERLINE POLE, 41 FEET
 GD1504'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 54, 61 FEET NORTHWEST OF
 GD1504'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, AND 25 FEET
 GD1504'SOUTHWEST OF THE WEST EDGE OF A CONCRETE SIDEWALK.  THE MONUMENT IS
 GD1504'FLUSH AND THE DISK IS STAMPED BRAD NO 1 1958.
 GD1504'
 GD1504'REFERENCE MARK 2 IS 2 FEET SOUTH OF A FENCE CORNER, 17 FEET WEST OF
 GD1504'THE CENTERLINE OF A GRAVELED DRIVEWAY, AND 28 FEET NORTHWEST OF THE
 GD1504'CENTERLINE OF STATE HIGHWAY 54.  THE MONUMENT IS FLUSH AND THE DISK
 GD1504'IS STAMPED BRAD NO 2 1958.
 GD1504'
 GD1504'THE AZIMUTH MARK IS 27 FEET NORTHWEST OF THE CENTERLINE OF STATE
 GD1504'HIGHWAY 54, 2 FEET SOUTHWEST OF A POWERLINE POLE, 2 FEET SOUTHWEST
 GD1504'OF A WHITE WITNESS POST, AND 84 FEET SOUTHWEST OF THE SOUTHWEST
 GD1504'CORNER OF A WHITE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1504'STAMPED BRAD 1958.
 GD1504'
 GD1504'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GD1504
 GD1504                          STATION RECOVERY (1967)
 GD1504
 GD1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1504'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1504'CONDITION. DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL
 GD1504'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW
 GD1504'AND MORE COMPLETE DESCRIPTION.
 GD1504'
 GD1504'THE STATION IS ABOUT 8 MILES NORTHEAST OF TRENTON, 8 MILES EAST OF
 GD1504'DYER, AND 2 MILES SOUTHWEST OF BRADFORD ON THE PROPERTY OF MR. BENNY
 GD1504'JONES.
 GD1504'
 GD1504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1504'ROUTE 45 ABOUT 0.1 MILE WEST OF THE POST OFFICE IN BRADFORD, GO
 GD1504'SOUTHWEST ON STATE ROUTE 54 FOR 1.7 MILES TO THE AZIMUTH MARK ON
 GD1504'THE RIGHT AS DESCRIBED.  CONTINUE SOUTHWEST ON STATE ROUTE 54 FOR
 GD1504'0.4 OF A MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GD1504'
 GD1504'THE STATION IS 67 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE FRAME
 GD1504'HOUSE, 50 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 44 FEET
 GD1504'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 25 FEET
 GD1504'SOUTHWEST OF A TELEPHONE POLE, 23 FEET SOUTHWEST OF A FENCE CORNER
 GD1504'POST, AND 19.5 FEET WEST OF A METAL WITNESS POST AND SIGN IN A
 GD1504'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1504'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BRAD 1958.
 GD1504'
 GD1504'REFERENCE MARK NO. 1 IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GD1504'A WHITE FRAME HOUSE, 54 FEET EAST OF A FENCE CORNER POST, 41 FEET
 GD1504'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 54, AND 25 FEET
 GD1504'SOUTHWEST OF THE WEST EDGE OF A CONCRETE SIDEWALK.  IT IS A
 GD1504'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD1504'MONUMENT AND THE DISK IS STAMPED BRAD NO 1 1958.
 GD1504'
 GD1504'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GD1504'OF STATE ROUTE 54, 24 FEET WEST OF THE WEST END OF A BOARD FENCE
 GD1504'PAINTED WHITE AND 1 FOOT NORTH OF A WOVEN WIRE FENCE.  IT IS A
 GD1504'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1504'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BRAD NO 2
 GD1504'1958.
 GD1504'
 GD1504'IT WAS NOT POSSIBLE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GD1504'
 GD1504'THE AZIMUTH MARK IS IN THE YARD AND ON THE PROPERTY OF MR. THOMAS R.
 GD1504'ROBERSON, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 GD1504'HOUSE, 27 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1504'54, 2 FEET SOUTHWEST OF A POWERLINE POLE, AND 0.7 OF A FOOT SOUTH OF
 GD1504'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1504'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1504'IS STAMPED BRAD 1958.
 GD1504'
 GD1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.0 MILES
 GD1504'SOUTHWEST OF BRADFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2525 ***********************************************************************
 FE2525  DESIGNATION -  BRADEN
 FE2525  PID         -  FE2525
 FE2525  STATE/COUNTY-  TN/FAYETTE
 FE2525  USGS QUAD   -  GALLAWAY (1981)
 FE2525
 FE2525                         *CURRENT SURVEY CONTROL
 FE2525  ___________________________________________________________________
 FE2525* NAD 83(1995)-  35 22 26.84688(N)    089 31 39.30372(W)     ADJUSTED  
 FE2525* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FE2525  ___________________________________________________________________
 FE2525  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FE2525  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2525
 FE2525  HORZ ORDER  -  SECOND
 FE2525
 FE2525.The horizontal coordinates were established by classical geodetic methods
 FE2525.and adjusted by the National Geodetic Survey in April 1999..
 FE2525
 FE2525.The orthometric height was scaled from a topographic map.
 FE2525
 FE2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2525
 FE2525.The geoid height was determined by GEOID03.
 FE2525
 FE2525;                    North         East     Units Scale Factor Converg.
 FE2525;SPC TN       -   121,251.858   279,521.556   MT  0.99998042   -2 03 54.7
 FE2525;SPC TN       -   397,807.14    917,063.64   sFT  0.99998042   -2 03 54.7
 FE2525;UTM  16      - 3,917,466.444   270,383.702   MT  1.00024979   -1 27 50.0
 FE2525
 FE2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2525!SPC TN       -   0.99998657  x   0.99998042  =   0.99996699
 FE2525!UTM  16      -   0.99998657  x   1.00024979  =   1.00023635
 FE2525
 FE2525:                Primary Azimuth Mark                     Grid Az
 FE2525:SPC TN       -  BRADEN AZ MK                             110 47 45.5
 FE2525:UTM  16      -  BRADEN AZ MK                             110 11 40.8
 FE2525
 FE2525|---------------------------------------------------------------------|
 FE2525| PID    Reference Object                     Distance      Geod. Az  |
 FE2525|                                                           dddmmss.s |
 FE2525| CG3283 BRADEN AZ MK                                       1084350.8 |
 FE2525| CG3284 BRADEN RM 1                          25.981 METERS 11058     |
 FE2525| CG3285 BRADEN RM 2                          29.015 METERS 22123     |
 FE2525| FE2520 MASON MUNICIPAL TANK                APPROX. 4.2 KM 3520203.6 |
 FE2525|---------------------------------------------------------------------|
 FE2525
 FE2525                          SUPERSEDED SURVEY CONTROL
 FE2525
 FE2525  NAD 83(1995)-  35 22 26.85243(N)    089 31 39.30446(W) AD(       ) 2
 FE2525  NAD 83(1986)-  35 22 26.85873(N)    089 31 39.30432(W) AD(       ) 2
 FE2525  NAD 27      -  35 22 26.55700(N)    089 31 39.03100(W) AD(       ) 2
 FE2525
 FE2525.Superseded values are not recommended for survey control.
 FE2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2525.See file dsdata.txt to determine how the superseded data were derived.
 FE2525
 FE2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7038417466(NAD 83)
 FE2525_MARKER: DS = TRIANGULATION STATION DISK
 FE2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2525
 FE2525  HISTORY     - Date     Condition        Report By
 FE2525  HISTORY     - 1958     MONUMENTED       CGS
 FE2525  HISTORY     - 1958     GOOD             CGS
 FE2525
 FE2525                          STATION DESCRIPTION
 FE2525
 FE2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2525'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF MASON, ABOUT 2
 FE2525'MILES EAST OF BRADEN AND ON PROPERTY OWNED BY MR. P.W.  FLOURNOY. IT
 FE2525'IS 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL TOOL SHED, 57
 FE2525'FEET NORTHWEST OF A 24 INCH PECAN TREE, 13 FEET SOUTHEAST OF THE
 FE2525'SOUTHEAST CORNER OF A SMALL CHICKEN HOUSE AND 9 FEET SOUTH OF A FENCE
 FE2525'AND A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK
 FE2525'IS STAMPED BRADEN 1957.
 FE2525'
 FE2525'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADEN, GO SOUTHEAST
 FE2525'ON STATE HIGHWAY 59 FOR 2.15 MILES TO A DIRT CROSSROAD JUST
 FE2525'AFTER CROSSING A SMALL WOODEN BRIDGE. TURN LEFT ON THE DIRT ROAD AND
 FE2525'GO NORTHEAST FOR 0.65 MILE TO A T ROAD INTERSECTION. TURN RIGHT
 FE2525'AND GO SOUTHEAST ON THE DIRT ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT.
 FE2525'*TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.15 MILE TO A
 FE2525'DRIVEWAY ON THE RIGHT. TURN RIGHT ON THE DRIVEWAY AND GO SOUTHEAST
 FE2525'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FE2525'
 FE2525'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEAST ON
 FE2525'THE DIRT ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 FE2525'MARK AS DESCRIBED.
 FE2525'
 FE2525'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE FENCE AND 25 FEET NORTH OF A
 FE2525'36 INCH PECAN TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2525'BRADEN NO 1 1957.
 FE2525'
 FE2525'REFERENCE MARK 2 IS 30 FEET NORTHEAST OF A 40 INCH PECAN TREE AND 25
 FE2525'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY. THE MONUMENT IS FLUSH
 FE2525'AND THE DISK IS STAMPED BRADEN NO 2 1957.
 FE2525'
 FE2525'THE AZIMUTH MARK IS 73 FEET SOUTHEAST OF THE INTERSECTION OF THE SIDE
 FE2525'ROAD RIGHT AND THE DIRT ROAD SOUTHEAST, 21 FEET SOUTH OF THE
 FE2525'CENTERLINE OF THE DIRT ROAD, 15 FEET NORTH OF A FENCE AND 4 FEET
 FE2525'NORTHWEST OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 FE2525'AND THE DISK IS STAMPED BRADEN 1957.
 FE2525'
 FE2525'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2525
 FE2525                          STATION RECOVERY (1958)
 FE2525
 FE2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2525'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2525'GOOD CONDITION. THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2575 ***********************************************************************
 GB2575  DESIGNATION -  BRADEN LOOKOUT TOWER NC 22
 GB2575  PID         -  GB2575
 GB2575  STATE/COUNTY-  TN/SCOTT
 GB2575  USGS QUAD   -  PIONEER (1979)
 GB2575
 GB2575                         *CURRENT SURVEY CONTROL
 GB2575  ___________________________________________________________________
 GB2575* NAD 83(1995)-  36 27 23.09331(N)    084 21 18.38093(W)     ADJUSTED  
 GB2575* NAVD 88     -                                                        
 GB2575  ___________________________________________________________________
 GB2575  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 GB2575  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB2575
 GB2575  HORZ ORDER  -  THIRD
 GB2575
 GB2575.The horizontal coordinates were established by classical geodetic methods
 GB2575.and adjusted by the National Geodetic Survey in April 1999..
 GB2575
 GB2575
 GB2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2575
 GB2575.The geoid height was determined by GEOID03.
 GB2575
 GB2575;                    North         East     Units Scale Factor Converg.
 GB2575;SPC TN       -   236,798.525   747,444.563   MT  1.00000729   +0 57 46.8
 GB2575;SPC TN       -   776,896.49  2,452,241.04   sFT  1.00000729   +0 57 46.8
 GB2575;UTM  16      - 4,037,825.556   737,021.831   MT  1.00029222   +1 34 20.5
 GB2575
 GB2575                          SUPERSEDED SURVEY CONTROL
 GB2575
 GB2575  NAD 83(1995)-  36 27 23.09516(N)    084 21 18.38180(W) AD(       ) 4
 GB2575  NAD 83(1995)-  36 27 23.10141(N)    084 21 18.38479(W) AD(       ) 4
 GB2575  NAD 83(1986)-  36 27 23.10316(N)    084 21 18.38167(W) AD(       ) 4
 GB2575  NAD 27      -  36 27 22.82100(N)    084 21 18.61100(W) AD(       ) 3
 GB2575
 GB2575.Superseded values are not recommended for survey control.
 GB2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2575.See file dsdata.txt to determine how the superseded data were derived.
 GB2575
 GB2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3702237826(NAD 83)
 GB2575_MARKER: 57 = LOOKOUT TOWER
 GB2575
 GB2575  HISTORY     - Date     Condition        Report By
 GB2575  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2575
 GB2575                          STATION DESCRIPTION
 GB2575
 GB2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2575'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 GB2575'ON CAMPBELL-SCOTT
 GB2575'COUNTY LINE ABOUT 6.0 MILES WEST OF ELK VALLEY.  IT IS
 GB2575'A GLASS CAB ATOP A FOUR LEGGED
 GB2575'STEEL TOWER 80 FEET HIGH.  THE APEX OF
 GB2575'THE CAB IS THE POINT INTERSECTED.
 GB2575'
 GB2575'TO REACH THE STATION FROM THE POST OFFICE IN HUNTSVILLE, GO SOUTHEAST
 GB2575'ON STATE ROUTE 63 FOR 6.0
 GB2575'MILES TOA T-ROAD ON THE LEFT JUST AFTER CROSSING A
 GB2575'CONCRETE BRIDGE, TURN LEFT, EAST,
 GB2575'TO A FORK, KEEP THE RIGHT ROAD FOR
 GB2575'2.5 MILES TO THE TOP OF SADDLE ON BRADEN MOUNTAIN,
 GB2575'TURN LEFT, NORTH,
 GB2575'FOR 2.0 MILES TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1506 ***********************************************************************
 GD1506  DESIGNATION -  BRADFORD
 GD1506  PID         -  GD1506
 GD1506  STATE/COUNTY-  TN/GIBSON
 GD1506  USGS QUAD   -  BRADFORD (1985)
 GD1506
 GD1506                         *CURRENT SURVEY CONTROL
 GD1506  ___________________________________________________________________
 GD1506* NAD 83(1995)-  36 04 21.94818(N)    088 48 00.62040(W)     ADJUSTED  
 GD1506* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 GD1506  ___________________________________________________________________
 GD1506  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GD1506  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1506
 GD1506  HORZ ORDER  -  SECOND
 GD1506
 GD1506.The horizontal coordinates were established by classical geodetic methods
 GD1506.and adjusted by the National Geodetic Survey in April 1999..
 GD1506
 GD1506.The orthometric height was scaled from a topographic map.
 GD1506
 GD1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1506
 GD1506.The geoid height was determined by GEOID03.
 GD1506
 GD1506;                    North         East     Units Scale Factor Converg.
 GD1506;SPC TN       -   196,597.016   347,803.516   MT  0.99995705   -1 38 21.6
 GD1506;SPC TN       -   645,002.04  1,141,085.37   sFT  0.99995705   -1 38 21.6
 GD1506;UTM  16      - 3,993,518.765   337,895.671   MT  0.99992379   -1 03 36.7
 GD1506
 GD1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1506!SPC TN       -   0.99998120  x   0.99995705  =   0.99993825
 GD1506!UTM  16      -   0.99998120  x   0.99992379  =   0.99990499
 GD1506
 GD1506:                Primary Azimuth Mark                     Grid Az
 GD1506:SPC TN       -  PRATT                                    145 29 28.6
 GD1506:UTM  16      -  PRATT                                    144 54 43.7
 GD1506
 GD1506|---------------------------------------------------------------------|
 GD1506| PID    Reference Object                     Distance      Geod. Az  |
 GD1506|                                                           dddmmss.s |
 GD1506| GD1497 PRATT                               APPROX. 7.7 KM 1435107.0 |
 GD1506| CG3286 BRADFORD AZ MK                                     1540756.2 |
 GD1506| CG3288 BRADFORD RM 1                        22.787 METERS 22820     |
 GD1506| GD1505 BRADFORD MUNICIPAL TANK             APPROX. 0.7 KM 2963839.6 |
 GD1506| CG3289 BRADFORD RM 2                        27.281 METERS 29919     |
 GD1506|---------------------------------------------------------------------|
 GD1506
 GD1506                          SUPERSEDED SURVEY CONTROL
 GD1506
 GD1506  NAD 83(1995)-  36 04 21.95068(N)    088 48 00.62411(W) AD(       ) 2
 GD1506  NAD 83(1995)-  36 04 21.95093(N)    088 48 00.62404(W) AD(       ) 2
 GD1506  NAD 83(1986)-  36 04 21.95974(N)    088 48 00.61969(W) AD(       ) 2
 GD1506  NAD 27      -  36 04 21.72020(N)    088 48 00.39270(W) AD(       ) 2
 GD1506
 GD1506.Superseded values are not recommended for survey control.
 GD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1506.See file dsdata.txt to determine how the superseded data were derived.
 GD1506
 GD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3789693519(NAD 83)
 GD1506_MARKER: DS = TRIANGULATION STATION DISK
 GD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1506
 GD1506  HISTORY     - Date     Condition        Report By
 GD1506  HISTORY     - 1958     MONUMENTED       CGS
 GD1506  HISTORY     - 1967     GOOD             CGS
 GD1506
 GD1506                          STATION DESCRIPTION
 GD1506
 GD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1506'THE STATION IS IN THE SOUTHEAST EDGE OF BRADFORD AND ON PROPERTY
 GD1506'OWNED BY MR. ERNEST KNOTT.  IT IS 89 FEET NORTHEAST OF A WHITE
 GD1506'WITNESS POST, 106 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 23
 GD1506'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE AND 63 FEET SOUTHEAST
 GD1506'OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE MONUMENT IS
 GD1506'FLUSH AND THE DISK IS STAMPED BRADFORD 1958.
 GD1506'
 GD1506'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADFORD, GO SOUTH ON
 GD1506'A PAVED STREET FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 GD1506'EASTERLY FOR 0.6 MILE TO THE STATION ON THE LEFT.
 GD1506'
 GD1506'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 GD1506'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1506'
 GD1506'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF A WHITE WITNESS POST, 35
 GD1506'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 71 FEET EAST OF
 GD1506'THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND
 GD1506'THE DISK IS STAMPED BRADFORD NO 1 1958.
 GD1506'
 GD1506'REFERENCE MARK 2 IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1506'FRAME HOUSE, 46 FEET NORTHEAST OF A POWERLINE POLE AND 1 FOOT
 GD1506'SOUTHWEST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1506'STAMPED BRADFORD NO 2 1958.
 GD1506'
 GD1506'THE AZIMUTH MARK IS 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1506'FRAME HOUSE, 1 FOOT WEST OF A WHITE WITNESS POST, 103 FEET EAST OF
 GD1506'THE CENTERLINE OF A GRAVELED ROAD, AND ON PROPERTY OWNED BY ARVIN
 GD1506'DAWSON.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRADFORD 1958.
 GD1506'
 GD1506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GD1506
 GD1506                          STATION RECOVERY (1967)
 GD1506
 GD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1506'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1506'CONDITION. DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL
 GD1506'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW
 GD1506'AND COMPLETE DESCRIPTION.
 GD1506'
 GD1506'THE STATION IS AT THE SOUTHEAST EDGE OF BRADFORD ON THE PROPERTY
 GD1506'OF MR. HAYWOOD KNOTT.
 GD1506'
 GD1506'TO REACH THE STATION FROM THE POST OFFICE IN BRADFORD, GO EAST ON
 GD1506'STATE ROUTE 105 FOR 0.1 MILE TO THE RAILROAD DEPOT, HERE TURN RIGHT
 GD1506'AND GO SOUTH ON A PAVED STREET FOR 0.1 MILE TO A T ROAD
 GD1506'INTERSECTION, TURN LEFT ON A GRAVELED STREET AND GO EAST FOR 0.6
 GD1506'MILE TO MR. KNOTTS HOME ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1506'
 GD1506'THE STATION IS 106 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GD1506'GRAVELED STREET, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD1506'FRAME HOUSE, 23 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, AND
 GD1506'21.7 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1506'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1506'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BRADFORD
 GD1506'1958.
 GD1506'
 GD1506'REFERENCE MARK NO. 1 IS 71 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1506'A GRAVELED DRIVEWAY, 35 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GD1506'GRAVELED STREET AND 9.5 FEET NORTH-NORTHEAST OF A 16-INCH ELM TREE.
 GD1506'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1506'CONCRETE MONUMENT AND THE DISK IS STAMPED BRADFORD NO 1 1958.
 GD1506'
 GD1506'REFERENCE MARK NO. 2 IS 46 FEET NORTHEAST OF A POWERLINE POLE, 37
 GD1506'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 1 FOOT
 GD1506'SOUTHWEST OF A FENCE CORNER POST.  IT IS A STANDARD DISK SET IN THE
 GD1506'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1506'STAMPED BRADFORD NO 2 1958.
 GD1506'
 GD1506'DUE TO A SMALL BUILDING ON LINE, THE REFERENCE MARKS COULD NOT BE
 GD1506'MEASURED BETWEEN.
 GD1506'
 GD1506'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. ARVIN DAWSON ABOUT 0.15 OF
 GD1506'A MILE SOUTHEAST OF THE STATION, 103 FEET EAST OF THE APPROXIMATE
 GD1506'CENTER OF THE GRAVELED STREET, AND 6 FEET NORTHWEST OF THE
 GD1506'NORTHWEST CORNER OF A FRAME HOUSE.  IT IS A STANDARD DISK SET IN
 GD1506'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD1506'DISK IS STAMPED BRADFORD 1958. DUE TO THE LOCATION
 GD1506'OF THE MARK A WITNESS POST WAS NOT SET.
 GD1506'
 GD1506'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 GD1506'GRAVELED STREET FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1506'
 GD1506'THE HORIZONTAL DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS
 GD1506'WERE CHECKED AND FOUND IN AGREEMENT WITH THE 1958 MEASUREMENTS.
 GD1506'HOWEVER, THE DIRECTION TO REFERENCE MARK NO. 2 IS NORTHWEST INSTEAD
 GD1506'OF NORTHEAST.
 GD1506'
 GD1506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT THE SOUTHEAST
 GD1506'EDGE OF BRADFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1505 ***********************************************************************
 GD1505  DESIGNATION -  BRADFORD MUNICIPAL TANK
 GD1505  PID         -  GD1505
 GD1505  STATE/COUNTY-  TN/GIBSON
 GD1505  USGS QUAD   -  BRADFORD (1985)
 GD1505
 GD1505                         *CURRENT SURVEY CONTROL
 GD1505  ___________________________________________________________________
 GD1505* NAD 83(1995)-  36 04 32.07427(N)    088 48 25.48337(W)     ADJUSTED  
 GD1505* NAVD 88     -                                                        
 GD1505  ___________________________________________________________________
 GD1505  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GD1505  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1505
 GD1505  HORZ ORDER  -  THIRD
 GD1505
 GD1505.The horizontal coordinates were established by classical geodetic methods
 GD1505.and adjusted by the National Geodetic Survey in April 1999..
 GD1505
 GD1505
 GD1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1505
 GD1505.The geoid height was determined by GEOID03.
 GD1505
 GD1505;                    North         East     Units Scale Factor Converg.
 GD1505;SPC TN       -   196,926.803   347,190.616   MT  0.99995726   -1 38 36.2
 GD1505;SPC TN       -   646,084.02  1,139,074.55   sFT  0.99995726   -1 38 36.2
 GD1505;UTM  16      - 3,993,842.330   337,279.489   MT  0.99992626   -1 03 51.6
 GD1505
 GD1505                          SUPERSEDED SURVEY CONTROL
 GD1505
 GD1505  NAD 83(1995)-  36 04 32.07678(N)    088 48 25.48704(W) AD(       ) 4
 GD1505  NAD 83(1995)-  36 04 32.07701(N)    088 48 25.48691(W) AD(       ) 4
 GD1505  NAD 83(1986)-  36 04 32.08586(N)    088 48 25.48273(W) AD(       ) 4
 GD1505  NAD 27      -  36 04 31.84700(N)    088 48 25.25500(W) AD(       ) 3
 GD1505
 GD1505.Superseded values are not recommended for survey control.
 GD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1505.See file dsdata.txt to determine how the superseded data were derived.
 GD1505
 GD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3727993842(NAD 83)
 GD1505_MARKER: 53 = ELEVATED TANK
 GD1505
 GD1505  HISTORY     - Date     Condition        Report By
 GD1505  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1505  HISTORY     - 1967     GOOD             CGS
 GD1505
 GD1505                          STATION DESCRIPTION
 GD1505
 GD1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1505'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  THE TANK IS IN
 GD1505'THE EASTERN SECTION OF BRADFORD AND IS 53 FEET WEST OF THE
 GD1505'CENTERLINE OF A PAVED STREET AND 75 FEET NORTH OF THE NORTHEAST
 GD1505'CORNER OF A FRAME HOUSE.  IT IS A 4 LEGGED, SILVER COLORED, ELEVATED
 GD1505'TANK AND IS 90 FEET HIGH.
 GD1505
 GD1505                          STATION RECOVERY (1967)
 GD1505
 GD1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1505'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 GD1505'
 GD1505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT BRADFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2400 ***********************************************************************
 GC2400  DESIGNATION -  BRADLEY RESET
 GC2400  PID         -  GC2400
 GC2400  STATE/COUNTY-  TN/ROBERTSON
 GC2400  USGS QUAD   -  ORLINDA (1980)
 GC2400
 GC2400                         *CURRENT SURVEY CONTROL
 GC2400  ___________________________________________________________________
 GC2400* NAD 83(1995)-  36 32 26.25086(N)    086 40 21.05893(W)     ADJUSTED  
 GC2400* NAVD 88     -       241.66   (+/-2cm)     792.8    (feet)  VERTCON   
 GC2400  ___________________________________________________________________
 GC2400  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GC2400  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2400
 GC2400  HORZ ORDER  -  FIRST
 GC2400  VERT ORDER  -  THIRD ? (See Below)
 GC2400
 GC2400.The horizontal coordinates were established by classical geodetic methods
 GC2400.and adjusted by the National Geodetic Survey in April 1999..
 GC2400
 GC2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2400.The vertical order pertains to the NGVD 29 superseded value.
 GC2400
 GC2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2400
 GC2400.The geoid height was determined by GEOID03.
 GC2400
 GC2400;                    North         East     Units Scale Factor Converg.
 GC2400;SPC TN       -   245,111.167   539,779.017   MT  1.00002433   -0 23 37.4
 GC2400;SPC TN       -   804,168.89  1,770,924.99   sFT  1.00002433   -0 23 37.4
 GC2400;UTM  16      - 4,043,964.285   529,312.602   MT  0.99961059   +0 11 41.9
 GC2400
 GC2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2400!SPC TN       -   0.99996674  x   1.00002433  =   0.99999107
 GC2400!UTM  16      -   0.99996674  x   0.99961059  =   0.99957735
 GC2400
 GC2400|---------------------------------------------------------------------|
 GC2400| PID    Reference Object                     Distance      Geod. Az  |
 GC2400|                                                           dddmmss.s |
 GC2400| CG4837 BRADLEY RM 2                         42.885 METERS 00035     |
 GC2400| GC1035 TAYS                                APPROX. 4.1 KM 0675741.0 |
 GC2400| CG4838 BRADLEY RM 3                         25.213 METERS 09054     |
 GC2400| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX.19.4 KM 2593842.8 |
 GC2400| CG4836 BRADLEY RM 1                                       27116     |
 GC2400| CG4835 BRADLEY AZ MK                                      2711823.1 |
 GC2400| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.37.1 KM 3284030.1 |
 GC2400| CG4840 BRADLEY RM 5                         21.423 METERS 34445     |
 GC2400| CG4839 BRADLEY RM 4                         24.594 METERS 34933     |
 GC2400|---------------------------------------------------------------------|
 GC2400
 GC2400                          SUPERSEDED SURVEY CONTROL
 GC2400
 GC2400  NAD 83(1995)-  36 32 26.25142(N)    086 40 21.05955(W) AD(       ) 1
 GC2400  NAD 83(1995)-  36 32 26.25764(N)    086 40 21.06266(W) AD(       ) 1
 GC2400  NAD 83(1986)-  36 32 26.26010(N)    086 40 21.06231(W) AD(       ) 1
 GC2400  NAD 27      -  36 32 26.10900(N)    086 40 21.08300(W) AD(       ) 1
 GC2400  NGVD 29 (07/19/86)  241.73   (m)          793.1    (f) LEVELING    3  
 GC2400
 GC2400.Superseded values are not recommended for survey control.
 GC2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2400.See file dsdata.txt to determine how the superseded data were derived.
 GC2400
 GC2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2931343964(NAD 83)
 GC2400_MARKER: DS = TRIANGULATION STATION DISK
 GC2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2400
 GC2400  HISTORY     - Date     Condition        Report By
 GC2400  HISTORY     - 1930     MONUMENTED       CGS
 GC2400  HISTORY     - 1951     GOOD             CGS
 GC2400  HISTORY     - 1959     GOOD             CGS
 GC2400  HISTORY     - 1968     GOOD             CGS
 GC2400
 GC2400                          STATION DESCRIPTION
 GC2400
 GC2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2400'ABOUT 12 MILES EAST BY NORTH OF SPRINGFIELD, 1-1/2 MILES
 GC2400'EAST-SOUTHEAST OF CROSS PLAINS, AND 7 MILES NORTHWEST OF WHITE
 GC2400'HOUSE, ON LAND OWNED AND OCCUPIED BY CHARLES BRADLEY, IN LOT WEST OF
 GC2400'HOUSE, 14.6 METERS (48 FEET) NORTH OF 16-INCH OAK TREE WHICH IS IN
 GC2400'LINE WITH NORTH SIDE OF OLD LOG BARN AND ABOUT 3 METERS (10 FEET)
 GC2400'WEST OF BARN, 3.6 METERS (12 FEET) EAST OF WIRE FENCE, AND 28.4
 GC2400'METERS (93 FEET) SOUTH OF ROUTE 25.  SURFACE AND UNDERGROUND MARKS
 GC2400'ARE STANDARD STATION DISKS IN CONCRETE.
 GC2400'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2400'NO. 1 IS AT WEST OF SMALL FIELD WEST OF STATION, ABOUT 60 METERS
 GC2400'(197 FEET) SOUTH OF ROUTE 25, 5 METERS (16 FEET) EAST OF SIDE ROAD.
 GC2400'NO. 2 IS 12.4
 GC2400'METERS (41 FEET) NORTH OF ROUTE 25, IMMEDIATELY SOUTHWEST OF
 GC2400'BIG STUMP, AND 42.89 METERS (140.7 FEET) FROM STATION.
 GC2400
 GC2400                          STATION RECOVERY (1951)
 GC2400
 GC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2400'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE
 GC2400'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 GC2400'BEEN DESTROYED.  AN AZIMUTH MARK AND A REFERENCE MARK WERE
 GC2400'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2400'
 GC2400'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WHITE HOUSE.  IT IS 93
 GC2400'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 25, 48 FEET NORTH OF A
 GC2400'16 INCH OAK TREE, 31 FEET SOUTH OF A WHITE WITNESS POST, 25 FEET
 GC2400'NORTH OF THE NORTHWEST CORNER OF A BARN AND 12 FEET EAST OF A
 GC2400'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRADLEY 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 2 IS 140.70 FEET NORTH OF THE STATION.  IT IS 41
 GC2400'FEET NORTH OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS ABOUT 4
 GC2400'INCHES AND THE DISK IS STAMPED BRADLEY NO 11 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 3 IS 82.76 FEET EAST OF THE STATION.  IT IS 49
 GC2400'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 45 FEET
 GC2400'NORTHWEST OF THE SOUTHWEST CORNER OF FRAME HOUSE AND 6 INCHES WEST OF
 GC2400'A NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2400'BRADLEY NO 3 1930.
 GC2400'
 GC2400'AZIMUTH MARK IS 0.1 MILE WEST OF THE STATION.  IT IS 197 FEET SOUTH
 GC2400'OF STATE HIGHWAY 25, 16 FEET EAST OF THE CENTER OF GRAVEL ROAD, 3
 GC2400'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 GC2400'THE MARK PORJECTS 2 INCHES AND THE DISK IS STAMPED BRADLEY 1930
 GC2400'1951.
 GC2400'
 GC2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2400'HIGHWAY 25 WHICH IS ABOUT 4 MILES NORTH OF WHITE HOUSE, GO
 GC2400'NORTHWEST ON STATE HIGHWAY 25 FOR 2.3 MILES TO THE STATION ON THE
 GC2400'LEFT AS DESCRIBED, CONTINUE ON HIGHWAY FOR 0.1 MILE TO A GRAVEL
 GC2400'ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2400'
 GC2400'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2400
 GC2400                          STATION RECOVERY (1959)
 GC2400
 GC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2400'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 3 WERE RECOVERED AND
 GC2400'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 GC2400'LYING ABOUT 75 FEET SOUTH OF ITS ORIGINAL LOCATION, REFERENCE MARK
 GC2400'NO. 2 WAS FOUND LYING IN A TILTED POSITION NEAR ITS ORIGINAL
 GC2400'LOCATION AND THE AZIMUTH MARK IS LEANING SLIGHTLY TO THE NORTHEAST
 GC2400'BUT IS THOUGHT TO BE VERY NEAR THE ORIGINAL LOCATION.  A NEW SURFACE
 GC2400'STATION MARK AND REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 GC2400'A NEW DESCRIPTION FOLLOWS.
 GC2400'
 GC2400'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF WHITE HOUSE IN A
 GC2400'BARN YARD.
 GC2400'
 GC2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31 W AND
 GC2400'STATE HIGHWAY NO. 25 WHICH IS ABOUT 4.0 MILES NORTH OF WHITE HOUSE,
 GC2400'GO NORTHEAST ON STATE HIGHWAY NO. 25 FOR 2.3 MILES TO THE STATION ON
 GC2400'THE LEFT AS DESCRIBED.
 GC2400'
 GC2400'STATION MARK IS 93 FEET SOUTH OF STATE HIGHWAY NO. 25, 32 FEET SOUTH
 GC2400'OF THE WEST GATE POST, 26 FEET EAST OF A NORTH-SOUTH WIRE
 GC2400'FENCE AND 14 FEET NORTHEAST OF THE NORTH-EAST CORNER OF THE MACHINE
 GC2400'SHED.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GC2400'STAMPED BRADLEY 1930 1959.
 GC2400'
 GC2400'REFERENCE MARK NO. 3 IS 49 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GC2400'THE HOUSE, 45 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2400'HOUSE AND SET IN A NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH
 GC2400'WITH THE SURFACE OF THE GROUND AND STAMPED BRADLEY NO 3 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 4 IS 19 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GC2400'NO. 25, 8 FEET WEST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT EAST
 GC2400'OF A FENCE CORNER POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 GC2400'THE GROUND AND IS STAMPED BRADLEY NO 4 1930 1959.
 GC2400'
 GC2400'AZIMUTH MARK IS 197 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 25,
 GC2400'16 FEET EAST OF THE CENTER OF THE BLACK TOP ROAD AND 1 FOOT EAST OF
 GC2400'A WIRE FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC2400'GROUND AND IS STAMPED BRADLEY 1930 1951.
 GC2400'
 GC2400'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 GC2400'STATE HIGHWAY NO. 25 FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 GC2400'DESCRIBED.
 GC2400'
 GC2400'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 GC2400
 GC2400                          STATION RECOVERY (1968)
 GC2400
 GC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2400'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE
 GC2400'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 4 ESTABLISHED
 GC2400'IN 1959 HAS BEEN DESTROYED BY WIDENING OF THE DITCHES ALONG STATE
 GC2400'ROUTE 25.  A NEW REFERENCE MARK NO. 5 WAS ESTABLISHED.  THE STATION
 GC2400'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON THE REFERENCE
 GC2400'MARKS, AND DISTANCE MEASURED. IN CHECKING THE HORIZONTAL MEASURED
 GC2400'DISTANCE BETWEEN REFERENCE MARK NO. 3 NAD THE STATION MARK, A
 GC2400'DESCREPANCY OF -0.02 OF A FOOT WAS NOTED.
 GC2400'
 GC2400'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2400'
 GC2400'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WHITE HOUSE IN A
 GC2400'FENCED LOT ON THE PROPERTY OF MR. ROBERT RALSTON AND NEAR THE WHITE
 GC2400'HOUSE RURAL UTILITY DISTRICT WATER TANK.
 GC2400'
 GC2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2400'ROUTE 25 ABOUT 4 MILES NORTH OF WHITE HOUSE, GO NORTHWESTERLY ON
 GC2400'STATE ROUTE 25 FOR 2.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2400'
 GC2400'THE STATION IS 99 FEET WEST-NORTHWEST OF A SECURITY LIGHT POLE, 96
 GC2400'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25,
 GC2400'81 FEET WEST-SOUTHWEST OF A NORTHEAST FENCE CORNER POST, 38 FEET
 GC2400'SOUTHEAST OF A NORTHWEST FENCE CORNER POST, 14 FEET
 GC2400'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE SHED, AND 8.5
 GC2400'FEET EAST-SOUTHEAST OF A GREEN WATER TANK.  IT
 GC2400'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2400'CONCRETE MONUMENT ABOUT 5 INCHES BELOW THE SURFACE OF THE
 GC2400'GROUND AND THE DISK STAMPED BRADLEY 1930 1959.
 GC2400'
 GC2400'REFERENCE MARK NO. 3 IS 49 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GC2400'A FRAME HOUSE, 38 FEET NORTH OF THE SECURTTY LIGHT POLE, 33 FEET
 GC2400'NORTH OF A WOODEN GATE, 26 FEET SOUTH OF A NORTHEAST FENCE CORNER
 GC2400'POST, AND 0.6 OF A FOOT WEST OF A WOVEN WIRE FENCE ALONG THE EAST
 GC2400'SIDE OF THE FENCED LOT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2400'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2400'BRADLEY NO-3 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 5 IS 57 FEET NORTH OF THE NORTH EDGE OF THE GREEN
 GC2400'WATER TANK, 34 FEET NORTH OF A NORTHWEST FENCE CORNER POST, 30
 GC2400'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25, 1.4 FEET WEST
 GC2400'OF A TELEPHONE POLE, AND 1.3 FEET EAST OF A METAL WITNESS POST AND
 GC2400'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GC2400'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BRADLEY 1930
 GC2400'NO 5 1968.
 GC2400'
 GC2400'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2400'REFERENCE MARK NO. 5 IS 122.55 FEET - (37.353 METERS).
 GC2400'
 GC2400'THE AZIMUTH MARK IS 165 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GC2400'ROUTE 25, 129 FEET SOUTH OF A NORTHWEST FENCE CORNER POST, 129
 GC2400'FEET NORTH OF A GUYED TELEPHONE POLE, 87 FEET SOUTH OF A GUYED
 GC2400'TELEPHONE POLE, 15 FEET EAST OF THE APPROXIMATE CENTER OF AN
 GC2400'OILED ROAD, 1 FOOT EAST OF A WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF
 GC2400'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GC2400'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GC2400'AND THE DISK IS STAMPED BRADLEY 1930 1951.
 GC2400'
 GC2400'NOTE- DUE TO THE LOCATION OF THE STATION MARK AND REFERENCE MARK NO.
 GC2400'3 IN A MOWED AREA, NO WITNESS POST WERE SET AT THESE MARKS.
 GC2400'
 GC2400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GC2400'NORTHWEST OF WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1829 ***********************************************************************
 FC1829  DESIGNATION -  BRADY
 FC1829  PID         -  FC1829
 FC1829  STATE/COUNTY-  TN/VAN BUREN
 FC1829  USGS QUAD   -  SAMPSON (1974)
 FC1829
 FC1829                         *CURRENT SURVEY CONTROL
 FC1829  ___________________________________________________________________
 FC1829* NAD 83(1995)-  35 42 14.03514(N)    085 20 16.03479(W)     ADJUSTED  
 FC1829* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 FC1829  ___________________________________________________________________
 FC1829  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FC1829  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FC1829
 FC1829  HORZ ORDER  -  SECOND
 FC1829
 FC1829.The horizontal coordinates were established by classical geodetic methods
 FC1829.and adjusted by the National Geodetic Survey in April 1999..
 FC1829
 FC1829.The orthometric height was scaled from a topographic map.
 FC1829
 FC1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1829
 FC1829.The geoid height was determined by GEOID03.
 FC1829
 FC1829;                    North         East     Units Scale Factor Converg.
 FC1829;SPC TN       -   152,265.546   659,926.531   MT  0.99995097   +0 23 15.7
 FC1829;SPC TN       -   499,557.88  2,165,108.96   sFT  0.99995097   +0 23 15.7
 FC1829;UTM  16      - 3,952,380.497   650,376.074   MT  0.99987866   +0 58 12.9
 FC1829
 FC1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1829!SPC TN       -   0.99991128  x   0.99995097  =   0.99986226
 FC1829!UTM  16      -   0.99991128  x   0.99987866  =   0.99978995
 FC1829
 FC1829:                Primary Azimuth Mark                     Grid Az
 FC1829:SPC TN       -  BRADY AZ MK                              182 21 28.1
 FC1829:UTM  16      -  BRADY AZ MK                              181 46 30.9
 FC1829
 FC1829|---------------------------------------------------------------------|
 FC1829| PID    Reference Object                     Distance      Geod. Az  |
 FC1829|                                                           dddmmss.s |
 FC1829| CG4841 BRADY AZ MK                                        1824443.8 |
 FC1829| CG4842 BRADY RM 1                           25.472 METERS 21432     |
 FC1829| FC1833 SPENCER                             APPROX.12.2 KM 2930429.8 |
 FC1829| CG4843 BRADY RM 2                           27.850 METERS 30357     |
 FC1829|---------------------------------------------------------------------|
 FC1829
 FC1829                          SUPERSEDED SURVEY CONTROL
 FC1829
 FC1829  NAD 83(1995)-  35 42 14.03701(N)    085 20 16.03649(W) AD(       ) 2
 FC1829  NAD 83(1986)-  35 42 14.04383(N)    085 20 16.03568(W) AD(       ) 2
 FC1829  NAD 27      -  35 42 13.80100(N)    085 20 16.15000(W) AD(       ) 2
 FC1829
 FC1829.Superseded values are not recommended for survey control.
 FC1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1829.See file dsdata.txt to determine how the superseded data were derived.
 FC1829
 FC1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5037652380(NAD 83)
 FC1829_MARKER: DD = SURVEY DISK
 FC1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1829
 FC1829  HISTORY     - Date     Condition        Report By
 FC1829  HISTORY     - 1934     MONUMENTED       CGS
 FC1829  HISTORY     - 1953     GOOD             USGS
 FC1829  HISTORY     - 1967     GOOD             CGS
 FC1829  HISTORY     - 1974     SEE DESCRIPTION  TVA
 FC1829  HISTORY     - 1976     GOOD             NGS
 FC1829
 FC1829                          STATION DESCRIPTION
 FC1829
 FC1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1829'ABOUT 8-1/2 MILES EAST-SOUTHEAST OF SPENCER, ON HIGHEST POINT OF
 FC1829'WOODED RIDGE KNOWN LOCALLY AS BIG RIDGE, ON PROPERTY OF
 FC1829'COMPANY WHOSE AGENT IS ROBERT BRADY, OF SPENCER, 200 YARDS NORTH OF
 FC1829'ROUTE 30, 43.2 FEET EAST-NORTHEAST OF TRIANGLE-BLAZED 12-INCH
 FC1829'OAK, AND 18 FEET NORTHEAST OF TRIANGLE-BLAZED 8-INCH OAK. TO REACH
 FC1829'FROM JUNCTION OF ROUTES 30 AND 111 IN SPENCER, GO SOUTHEAST
 FC1829'10.5 MILES ON ROUTE 30 TO TOP OF GRADE AND TRIANGLE-BLAZED TREE ON
 FC1829'LEFT AND CONTINUE NORTH 200 YARDS UP STEEP BANK ABOUT 50 YARDS
 FC1829'WEST OF BLAZED TREE TO STATION SITE. SURFACE AND
 FC1829'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1829'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1829'REFERENCE DISKS IN CONCRETE. NO. 1, PROJECTING ABOUT 8
 FC1829'INCHES ABOVE GROUND, IS SLIGHTLY LOWER IN ELEVATION THAN AND
 FC1829'83.63 FEET FROM STATION S 34 DEG 32 MIN W. NO. 2, PROJECTING 3
 FC1829'INCHES ABOVE GROUND, IS 6 FEET SOUTHEAST OF 6-INCH HICKORY,
 FC1829'AND AT SAME ELEVATION AS AND 91.38 FEET FROM STATION N 56 DEG 03 MIN
 FC1829'W. AZIMUTH MARK IS 100 FEET SOUTHWEST OF
 FC1829'TRIANGLE-BLAZED 24-INCH OAK, WHICH IS ON NORTH SIDE OF ROUTE 30, 27
 FC1829'FEET SOUTH OF CENTER OF HIGHWAY, AND 200 YARDS FROM STATION
 FC1829'S 02 DEG 45 MIN W.
 FC1829
 FC1829                          STATION RECOVERY (1953)
 FC1829
 FC1829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FC1829'STATION RECOVERED IN GOOD CONDITION.
 FC1829
 FC1829                          STATION RECOVERY (1967)
 FC1829
 FC1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1829'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FC1829'CONDITION.  THE HORIZONTAL MEASURED DISTANCES BETWEEN THE REFERENCE
 FC1829'MARKS AND THE STATION MARK WERE CHECKED AND IN AGREEMENT WITH THE
 FC1829'1934 WORK.
 FC1829'
 FC1829'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 FC1829'
 FC1829'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST-SOUTHEAST OF SPENCER ON
 FC1829'THE HIGHEST POINT OF A HEAVILY WOODED RIDGE KNOWN LOCALLY AS BIG
 FC1829'RIDGE AND IS THOUGHT TO BE ON THE PROPERTY OF THE BOWATER PAPER
 FC1829'COMPANY.
 FC1829'
 FC1829'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 30 AND 111 AT
 FC1829'THE SOUTHEAST CORNER OF THE VAN BUREN COUNTY COURTHOUSE SQUARE IN
 FC1829'SPENCER, GO EAST-SOUTHEASTERLY ON STATE ROUTE 30 FOR 10.7 MILES TO
 FC1829'A WOODS ROAD LEFT JUST BEFORE REACHING A GRAVELED T ROAD RIGHT.
 FC1829'HERE TURN LEFT ON THE WOODS ROAD AND GO NORTH ABOUT 0.05 MILE TO A
 FC1829'DIM ROAD RIGHT, KEEP RIGHT ON THIS DIM ROAD AND GO NORTHEASTERLY
 FC1829'FOR ABOUT 0.1 OF A MILE TO THE TOP OF THE RIDGE AND THE STATION AS
 FC1829'DESCRIBED.
 FC1829'
 FC1829'THE STATION IS 41 FEET SOUTH-SOUTHEAST OF A 10-INCH, TRIANGLE BLAZED
 FC1829'BLACKJACK OAK, 40 FEET NORTH-NORTHWEST OF A 10-INCH, TRIANGLE BLAZED
 FC1829'WHITE OAK, 31 FEET SOUTHWEST OF A 10-INCH, TRIANGLE BLAZED RED OAK,
 FC1829'AND 1.2 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC1829'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FC1829'THAT PROJECTS 14 INCHES AND THE DISK IS STAMPED BRADY 1934.
 FC1829'
 FC1829'REFERENCE MARK NO. 1 IS IN A DENSE BLACKJACK OAK THICKET ON THE
 FC1829'SOUTHWEST SLOPE OF THE HILL, ABOUT 1 FOOT BELOW THE ELEVATION OF THE
 FC1829'STATION AND 1.0 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.
 FC1829'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FC1829'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED BRADY
 FC1829'NO 1 1934.
 FC1829'
 FC1829'REFERENCE MARK NO. 2 IS IN DENSE WOODS NORTHWEST OF THE STATION, 15.5
 FC1829'FEET SOUTH OF A 10-INCH, TRIANGLE BLAZED WHITE OAK, 0.8 OF A FOOT
 FC1829'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT THE SAME
 FC1829'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 FC1829'A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1829'STAMPED BRADY NO 2 1934.
 FC1829'
 FC1829'DUE TO DENSE WOODS AND UNDERGROWTH ON LINE, NO EFFORT WAS MADE TO
 FC1829'MEASURE BETWEEN THE REFERENCE MARKS.
 FC1829'
 FC1829'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FC1829'ROUTE 30, 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1829'T ROAD, 4.5 FEET EAST-NORTHEAST OF POWERLINE POLE NO. SVEC 76, AND
 FC1829'1.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 FC1829'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 FC1829'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 FC1829'STAMPED BRADY AZI 1934.
 FC1829'
 FC1829'TO REACH THE AZIMUTH MARK FROM THE POINT ON STATE ROUTE 30 WHERE
 FC1829'TURNING LEFT ONTO A WOODS ROAD, CONTINUE SOUTHEASTERLY ON STATE
 FC1829'ROUTE 30 FOR ABOUT 0.05 MILE TO A GRAVELED T ROAD ON THE RIGHT AND
 FC1829'THE MARK IN THE SOUTHWEST ANGLE AS DESCRIBED.
 FC1829'
 FC1829'NOTE--THIS WAS NOT AN OCCUPIED STATION.
 FC1829'
 FC1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 FC1829'EAST-SOUTHEAST OF SPENCER.
 FC1829
 FC1829                          STATION RECOVERY (1974)
 FC1829
 FC1829'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (JC)
 FC1829'CONCRETE CYLINDER CONTAINING SURFACE MARK WAS FOUND BROKEN IN HALF.
 FC1829'THE UNDERGROUND MARK WAS UNINTENTIONALLY REMOVED FROM ITS ORIGINAL
 FC1829'POSITION IN THE SEARCH FOR IT.  UNDERGROUND MARK WAS A DISK SET IN
 FC1829'CONCRETE ABOUT 3 INCHES THICK AND 8 INCHES IN DIAMETER.  IT WAS
 FC1829'RESET FROM REFERENCE MARKS 1 AND 2 AND BACK FILLED ABOUT 6 INCHES
 FC1829'BEFORE SURFACE MARK WAS RESET.  SURFACE MARK WAS THEN RESET
 FC1829'DIRECTLY OVER UNDERGROUND MARK.  THE ORIGINAL SURFACE MARK DISK
 FC1829'WAS USED AND RESET 1974 WAS ADDED TO STAMPING.  POSITION WAS
 FC1829'ESTABLISHED BY TRAVERSE (THIRD-ORDER, CLASS I) FROM SMART TO
 FC1829'ORMSBY.
 FC1829'
 FC1829'AZIMUTH MARK WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION, STAMPED
 FC1829'BRADY AZ 1 1934.
 FC1829'
 FC1829'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 8-1/2 MILES ESE OF
 FC1829'SPENCER.
 FC1829
 FC1829                          STATION RECOVERY (1976)
 FC1829
 FC1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LLN)
 FC1829'THE STATION MARK WAS FOUND TO HAVE BEEN RESET BY TVA IN 1974.  THE
 FC1829'REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 FC1829'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.06
 FC1829'OF A FOOT.  THE DISTANCE TO REFERENCE MARK 1, CHECKED.  THE DIRECTION
 FC1829'TO REFERENCE MARK 1 CHECKED BUT THE DIRECTION TO REFERENCE MARK 2
 FC1829'WAS FOUND TO BE IN ERROR BY 10 MINUTES.  A NEW DESCRIPTION
 FC1829'FOLLOWS--
 FC1829'
 FC1829'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE KNOWN LOCALLY
 FC1829'AS BIG RIDGE, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 100 FEET
 FC1829'SOUTHEAST OF THE SOUTHEAST SIDE OF A METAL STANDPIPE AND 80 FEET
 FC1829'SOUTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 14 INCHES
 FC1829'AND THE DISK IS STAMPED BRADY 1934 RESET 1974.
 FC1829'
 FC1829'TO REACH THE STATION FROM THE VAN BUREN COUNTY COURTHOUSE AT SPENCER,
 FC1829'GO EASTERLY ON STATE HIGHWAY 30 FOR 10.5 MILES TO THE TOP OF GRADE
 FC1829'AND THE STATION ABOUT 500 FEET ON THE LEFT.
 FC1829'
 FC1829'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST, AT THE WEST
 FC1829'EDGE OF A SMALL CLEARING AND ABOUT 4 OR 5 FEET LOWER IN ELEVATION
 FC1829'THAN THE STATION MARK.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 FC1829'IS STAMPED BRADY NO 1 1934.
 FC1829'
 FC1829'REFERENCE MARK 2 IS 30 FEET EAST OF THE EAST FACE OF THE STANDPIPE,
 FC1829'1 FOOT SOUTHEAST OF A METAL WITNESS POST AND 16 FEET NORTH OF A 10
 FC1829'INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FC1829'STAMPED BRADY NO 2 1934.
 FC1829'
 FC1829'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 4 FEET
 FC1829'NORTHEAST OF A POWER POLE, 26 FEET SOUTH OF THE CENTERLINE OF
 FC1829'HIGHWAY 30 AND 18 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.  THE
 FC1829'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED BRADY AZI
 FC1829'1934.
 FC1829'
 FC1829'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC1829'
 FC1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 FC1829'SOUTHEAST OF SPENCER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1252 ***********************************************************************
 FC1252  DESIGNATION -  BRAINERD
 FC1252  PID         -  FC1252
 FC1252  STATE/COUNTY-  TN/HAMILTON
 FC1252  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1252
 FC1252                         *CURRENT SURVEY CONTROL
 FC1252  ___________________________________________________________________
 FC1252* NAD 83(1995)-  35 00 51.11308(N)    085 11 02.50866(W)     ADJUSTED  
 FC1252* NAVD 88     -       252.451  (meters)     828.25   (feet)  ADJUSTED  
 FC1252  ___________________________________________________________________
 FC1252  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FC1252  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1252  DYNAMIC HT  -         252.200 (meters)     827.43  (feet)  COMP
 FC1252  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FC1252
 FC1252  HORZ ORDER  -  SECOND
 FC1252  VERT ORDER  -  SECOND    CLASS 0
 FC1252
 FC1252.The horizontal coordinates were established by classical geodetic methods
 FC1252.and adjusted by the National Geodetic Survey in April 1999..
 FC1252
 FC1252.The orthometric height was determined by differential leveling
 FC1252.and adjusted by the National Geodetic Survey in June 1991..
 FC1252
 FC1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1252
 FC1252.The geoid height was determined by GEOID03.
 FC1252
 FC1252.The dynamic height is computed by dividing the NAVD 88
 FC1252.geopotential number by the normal gravity value computed on the
 FC1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1252.degrees latitude (g = 980.6199 gals.).
 FC1252
 FC1252.The modeled gravity was interpolated from observed gravity values.
 FC1252
 FC1252;                    North         East     Units Scale Factor Converg.
 FC1252;SPC TN       -    75,853.837   674,478.381   MT  1.00004998   +0 28 39.7
 FC1252;SPC TN       -   248,863.80  2,212,851.15   sFT  1.00004998   +0 28 39.7
 FC1252;UTM  16      - 3,876,124.485   665,691.178   MT  0.99993836   +1 02 31.9
 FC1252
 FC1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1252!SPC TN       -   0.99996506  x   1.00004998  =   1.00001504
 FC1252!UTM  16      -   0.99996506  x   0.99993836  =   0.99990342
 FC1252
 FC1252|---------------------------------------------------------------------|
 FC1252| PID    Reference Object                     Distance      Geod. Az  |
 FC1252|                                                           dddmmss.s |
 FC1252| FC1253 BRAINERD RM 1                        11.856 METERS 04527     |
 FC1252| FC1249 BRAINERD AZ MK                                     0663631.1 |
 FC1252| FC1251 BRAINERD RM 2                         9.412 METERS 24602     |
 FC1252|---------------------------------------------------------------------|
 FC1252
 FC1252                          SUPERSEDED SURVEY CONTROL
 FC1252
 FC1252  NAD 83(1995)-  35 00 51.11418(N)    085 11 02.51024(W) AD(       ) 2
 FC1252  NAD 83(1995)-  35 00 51.11281(N)    085 11 02.51211(W) AD(       ) 2
 FC1252  NAD 83(1995)-  35 00 51.11337(N)    085 11 02.51016(W) AD(       ) 2
 FC1252  NAD 83(1986)-  35 00 51.11372(N)    085 11 02.50955(W) AD(       ) 2
 FC1252  NAD 27      -  35 00 50.84330(N)    085 11 02.67790(W) AD(       ) 2
 FC1252  NGVD 29 (??/??/92)  252.467  (m)          828.30   (f) ADJ UNCH    2 0
 FC1252
 FC1252.Superseded values are not recommended for survey control.
 FC1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1252.See file dsdata.txt to determine how the superseded data were derived.
 FC1252
 FC1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6569176124(NAD 83)
 FC1252_MARKER: DE = TRAVERSE STATION DISK
 FC1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1252_SP_SET: SQUARE POST
 FC1252_STAMPING: BRAINERD 1961
 FC1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1252+STABILITY: SURFACE MOTION
 FC1252
 FC1252  HISTORY     - Date     Condition        Report By
 FC1252  HISTORY     - 1961     MONUMENTED       CGS
 FC1252  HISTORY     - 1962     GOOD             NGS
 FC1252  HISTORY     - 1964     GOOD             CGS
 FC1252  HISTORY     - 1968     GOOD             CGS
 FC1252  HISTORY     - 1972     GOOD             NGS
 FC1252  HISTORY     - 1972     GOOD             NGS
 FC1252  HISTORY     - 1972     GOOD             NGS
 FC1252  HISTORY     - 1974     GOOD             NGS
 FC1252  HISTORY     - 1978     GOOD             NGS
 FC1252  HISTORY     - 1978     GOOD             NGS
 FC1252  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1252  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1252
 FC1252                          STATION DESCRIPTION
 FC1252
 FC1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1252'THE STATION IS LOCATED ABOUT 8 MILES EAST OF DOWNTOWN CHATTANOOGA,
 FC1252'ABOUT 1/2 MILE SOUTHWEST OF THE JUNCTION OF THE INTERSTATE
 FC1252'HIGHWAY AND EAST BRAINERD ROAD AT THE TOP OF A CUT ON THE NORTH SIDE
 FC1252'OF THE INTERSTATE HIGHWAY.
 FC1252'
 FC1252'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1252'ROAD, ABOUT 7 MILES EAST OF DOWNTOWN CHATTANOOGA, GO EAST ON EAST
 FC1252'BRAINERD ROAD FOR 0.35 MILE TO ROSE LAWN DRIVE ON THE RIGHT, TURN
 FC1252'RIGHT AND GO 0.1 MILE TO A T JUNCTION, TURN LEFT AND GO 0.2 MILE TO
 FC1252'THE STATION ON THE LEFT.
 FC1252'
 FC1252'THE STATION IS 122 FEET SOUTH OF THE APPROXIMATE CENTER OF AN OILED
 FC1252'ROAD, 115 FEET SOUTH OF POWER POLE Y2040 AND 3.5 FEET SOUTHEAST
 FC1252'OF A METAL WITNESS POST. THE MARK IS SET IN A SQUARE CONCRETE
 FC1252'MONUMENT, FLUSH, AND THE DISK IS STAMPED BRAINERD 1961.
 FC1252'
 FC1252'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF A 20-INCH OAK TREE. THE MARK
 FC1252'IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FC1252'STAMPED BRAINERD NO 1 1961.
 FC1252'
 FC1252'REFERENCE MARK NO. 2 IS 16 FEET SOUTHWEST OF TWIN PINE TREES. THE
 FC1252'MARK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FC1252'STAMPED BRAINERD NO 2 1961.
 FC1252'
 FC1252'THE AZIMUTH MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF EAST
 FC1252'BRAINERD ROAD. THE MARK IS SET IN A DRILLED HOLE IN THE FRONT
 FC1252'STEPS TO THE CONCORD BAPTIST CHURCH AND THE DISK IS STAMPED BRAINERD
 FC1252'1961.
 FC1252'
 FC1252'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL GO EAST ON EAST
 FC1252'BRAINERD ROAD FOR 1.0 MILE TO THE CONCORD BAPTIST CHURCH AND
 FC1252'THE AZIMUTH ON THE LEFT.
 FC1252'
 FC1252'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FC1252
 FC1252                          STATION RECOVERY (1962)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1252'1.8 MI SE FROM EAST BRAINERD.
 FC1252'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST
 FC1252'BRAINERD ROAD, GO EAST ON EAST BRAINERD ROAD FOR 0.35 MILE TO
 FC1252'ROSE LAWN DRIVE ON THE RIGHT TURN RIGHT AND GO 0.1 MILE TO
 FC1252'A T JUNCTION, TURN LEFT AND GO 0.2 MILE TO THE STATION ON THE
 FC1252'LEFT, 122 FEET SOUTH OF THE APPROXIMATE CENTER OF AN OILED ROAD,
 FC1252'115 FEET SOUTH OF POWER POLE Y2040, 3.5 FEET SOUTHEAST OF A
 FC1252'METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A SQUARE
 FC1252'POST FLUSH WITH THE GROUND AND IS ABOUT 70 FEET ABOVE THE
 FC1252'LEVEL OF THE INTERSTATE HIGHWAY.
 FC1252
 FC1252                          STATION RECOVERY (1964)
 FC1252
 FC1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1252'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1252'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961
 FC1252'DESCRIPTION IS ADEQUATE.
 FC1252
 FC1252                          STATION RECOVERY (1968)
 FC1252
 FC1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1252'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN
 FC1252'GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1972)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1252'GOOD
 FC1252'
 FC1252'BRAINERD
 FC1252'
 FC1252'FOUND BOTH REF. MARKS.  DESCR. GOOD
 FC1252
 FC1252                          STATION RECOVERY (1972)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1252'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FC1252'RECOVERED IN GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1972)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1252'RECOVERED IN GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1974)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 FC1252'RECOVERED AS DESCRIBED.
 FC1252
 FC1252                          STATION RECOVERY (1978)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1252'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED IN GOOD
 FC1252'CONDITION.  RM 1 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR THIS
 FC1252'SURVEY.
 FC1252'
 FC1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1252'1.8 MILES SOUTHEAST OF EAST BRAINERD.
 FC1252
 FC1252                          STATION RECOVERY (1978)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FC1252'RECOVERED IN GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1983)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1252'SEARCHED FOR, BUT NOT RECOVERED, OLD DESCRIPTION INADEQUATE.
 FC1252
 FC1252                          STATION RECOVERY (1996)
 FC1252
 FC1252'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1249 ***********************************************************************
 FC1249  DESIGNATION -  BRAINERD AZ MK
 FC1249  PID         -  FC1249
 FC1249  STATE/COUNTY-  TN/HAMILTON
 FC1249  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1249
 FC1249                         *CURRENT SURVEY CONTROL
 FC1249  ___________________________________________________________________
 FC1249* NAD 83(1986)-  35 01 05.     (N)    085 10 21.     (W)     SCALED    
 FC1249* NAVD 88     -       215.333  (meters)     706.47   (feet)  ADJUSTED  
 FC1249  ___________________________________________________________________
 FC1249  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1249  DYNAMIC HT  -         215.118 (meters)     705.77  (feet)  COMP
 FC1249  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 FC1249
 FC1249  VERT ORDER  -  SECOND    CLASS 0
 FC1249
 FC1249.The horizontal coordinates were scaled from a topographic map and have
 FC1249.an estimated accuracy of +/- 6 seconds.
 FC1249
 FC1249.The orthometric height was determined by differential leveling
 FC1249.and adjusted by the National Geodetic Survey in June 1991..
 FC1249
 FC1249.The geoid height was determined by GEOID03.
 FC1249
 FC1249.The dynamic height is computed by dividing the NAVD 88
 FC1249.geopotential number by the normal gravity value computed on the
 FC1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1249.degrees latitude (g = 980.6199 gals.).
 FC1249
 FC1249.The modeled gravity was interpolated from observed gravity values.
 FC1249
 FC1249;                    North         East    Units  Estimated Accuracy
 FC1249;SPC TN       -    76,290.      675,530.      MT  (+/- 180 meters Scaled)
 FC1249
 FC1249                          SUPERSEDED SURVEY CONTROL
 FC1249
 FC1249  NGVD 29 (??/??/92)  215.351  (m)          706.53   (f) ADJ UNCH    2 0
 FC1249
 FC1249.Superseded values are not recommended for survey control.
 FC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1249.See file dsdata.txt to determine how the superseded data were derived.
 FC1249
 FC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD667765(NAD 83)
 FC1249_MARKER: DZ = AZIMUTH MARK DISK
 FC1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1249_SP_SET: STEP
 FC1249_STAMPING: BRAINERD 1961
 FC1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1249
 FC1249  HISTORY     - Date     Condition        Report By
 FC1249  HISTORY     - 1961     MONUMENTED       CGS
 FC1249  HISTORY     - 1962     GOOD             NGS
 FC1249  HISTORY     - 1972     GOOD             NGS
 FC1249  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1249  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1249
 FC1249                          STATION DESCRIPTION
 FC1249
 FC1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1249'1.9 MI SE FROM EAST BRAINERD.
 FC1249'TO REACH THE AZIMUTH FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1249'ROAD GO EAST ON EAST BRAINERD ROAD 1 MILE TO THE CONCORD BAPTIST
 FC1249'CHURCH AND THE MARK ON THE LEFT, 40 FEET NORTH OF THE CENTER
 FC1249'OF THE ROAD, 70 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH.
 FC1249'A STANDARD AZIMUTH MARK DISK SET IN A DRILL HOLE IN THE FRONT
 FC1249'STEPS LEADING TO THE CHURCH.
 FC1249
 FC1249                          STATION RECOVERY (1972)
 FC1249
 FC1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1249'RECOVERED IN GOOD CONDITION.
 FC1249
 FC1249                          STATION RECOVERY (1983)
 FC1249
 FC1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1249'NOT RECOVERED, NOT SEARCHED FOR.
 FC1249
 FC1249                          STATION RECOVERY (1996)
 FC1249
 FC1249'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1253 ***********************************************************************
 FC1253  DESIGNATION -  BRAINERD RM 1
 FC1253  PID         -  FC1253
 FC1253  STATE/COUNTY-  TN/HAMILTON
 FC1253  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1253
 FC1253                         *CURRENT SURVEY CONTROL
 FC1253  ___________________________________________________________________
 FC1253* NAD 83(1986)-  35 00 50.     (N)    085 11 02.     (W)     SCALED    
 FC1253* NAVD 88     -       252.964  (meters)     829.93   (feet)  ADJUSTED  
 FC1253  ___________________________________________________________________
 FC1253  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1253  DYNAMIC HT  -         252.712 (meters)     829.11  (feet)  COMP
 FC1253  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FC1253
 FC1253  VERT ORDER  -  SECOND    CLASS 0
 FC1253
 FC1253.The horizontal coordinates were scaled from a topographic map and have
 FC1253.an estimated accuracy of +/- 6 seconds.
 FC1253
 FC1253.The orthometric height was determined by differential leveling
 FC1253.and adjusted by the National Geodetic Survey in June 1991..
 FC1253
 FC1253.The geoid height was determined by GEOID03.
 FC1253
 FC1253.The dynamic height is computed by dividing the NAVD 88
 FC1253.geopotential number by the normal gravity value computed on the
 FC1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1253.degrees latitude (g = 980.6199 gals.).
 FC1253
 FC1253.The modeled gravity was interpolated from observed gravity values.
 FC1253
 FC1253;                    North         East    Units  Estimated Accuracy
 FC1253;SPC TN       -    75,820.      674,490.      MT  (+/- 180 meters Scaled)
 FC1253
 FC1253                          SUPERSEDED SURVEY CONTROL
 FC1253
 FC1253  NGVD 29 (??/??/92)  252.980  (m)          829.99   (f) ADJ UNCH    2 0
 FC1253
 FC1253.Superseded values are not recommended for survey control.
 FC1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1253.See file dsdata.txt to determine how the superseded data were derived.
 FC1253
 FC1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD657760(NAD 83)
 FC1253_MARKER: DR = REFERENCE MARK DISK
 FC1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1253_STAMPING: BRAINERD NO 1 1961
 FC1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1253+STABILITY: SURFACE MOTION
 FC1253
 FC1253  HISTORY     - Date     Condition        Report By
 FC1253  HISTORY     - 1961     MONUMENTED       CGS
 FC1253  HISTORY     - 1962     GOOD             NGS
 FC1253  HISTORY     - 1972     GOOD             NGS
 FC1253  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1253  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1253
 FC1253                          STATION DESCRIPTION
 FC1253
 FC1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1253'1.8 MI SW FROM EAST BRAINERD.
 FC1253'AT THE BRAINERD STATION SITE, 38.9 FEET NORTHEAST OF STATION,
 FC1253'52 FEET SOUTH OF A 20 INCH OAK TREE, A STANDARD DISK SET IN
 FC1253'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT
 FC1253'70 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 FC1253
 FC1253                          STATION RECOVERY (1972)
 FC1253
 FC1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1253'RECOVERED IN GOOD CONDITION.
 FC1253
 FC1253                          STATION RECOVERY (1983)
 FC1253
 FC1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1253'SEARCHED FOR, BUT NOT RECOVERED, OLD DESCRIPTION INADEQUATE.
 FC1253
 FC1253                          STATION RECOVERY (1996)
 FC1253
 FC1253'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1251 ***********************************************************************
 FC1251  DESIGNATION -  BRAINERD RM 2
 FC1251  PID         -  FC1251
 FC1251  STATE/COUNTY-  TN/HAMILTON
 FC1251  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1251
 FC1251                         *CURRENT SURVEY CONTROL
 FC1251  ___________________________________________________________________
 FC1251* NAD 83(1986)-  35 00 50.     (N)    085 11 02.     (W)     SCALED    
 FC1251* NAVD 88     -       252.882  (meters)     829.66   (feet)  ADJUSTED  
 FC1251  ___________________________________________________________________
 FC1251  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1251  DYNAMIC HT  -         252.630 (meters)     828.84  (feet)  COMP
 FC1251  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FC1251
 FC1251  VERT ORDER  -  SECOND    CLASS 0
 FC1251
 FC1251.The horizontal coordinates were scaled from a topographic map and have
 FC1251.an estimated accuracy of +/- 6 seconds.
 FC1251
 FC1251.The orthometric height was determined by differential leveling
 FC1251.and adjusted by the National Geodetic Survey in June 1991..
 FC1251
 FC1251.The geoid height was determined by GEOID03.
 FC1251
 FC1251.The dynamic height is computed by dividing the NAVD 88
 FC1251.geopotential number by the normal gravity value computed on the
 FC1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1251.degrees latitude (g = 980.6199 gals.).
 FC1251
 FC1251.The modeled gravity was interpolated from observed gravity values.
 FC1251
 FC1251;                    North         East    Units  Estimated Accuracy
 FC1251;SPC TN       -    75,820.      674,490.      MT  (+/- 180 meters Scaled)
 FC1251
 FC1251                          SUPERSEDED SURVEY CONTROL
 FC1251
 FC1251  NGVD 29 (??/??/92)  252.898  (m)          829.72   (f) ADJ UNCH    2 0
 FC1251
 FC1251.Superseded values are not recommended for survey control.
 FC1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1251.See file dsdata.txt to determine how the superseded data were derived.
 FC1251
 FC1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD657760(NAD 83)
 FC1251_MARKER: DR = REFERENCE MARK DISK
 FC1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1251_STAMPING: BRAINERD NO 2 1961
 FC1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1251+STABILITY: SURFACE MOTION
 FC1251
 FC1251  HISTORY     - Date     Condition        Report By
 FC1251  HISTORY     - 1961     MONUMENTED       CGS
 FC1251  HISTORY     - 1962     GOOD             NGS
 FC1251  HISTORY     - 1972     GOOD             NGS
 FC1251  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1251  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1251
 FC1251                          STATION DESCRIPTION
 FC1251
 FC1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1251'1.8 MI SE FROM EAST BRAINERD.
 FC1251'AT THE BRAINERD STATION SITE, 30.9 FEET SOUTHWEST OF STATION,
 FC1251'16 FEET SOUTHWEST OF TWIN PINE TREES.  A STANDARD REFERENCE
 FC1251'MARK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1251'AND IS ABOUT 70 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 FC1251
 FC1251                          STATION RECOVERY (1972)
 FC1251
 FC1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1251'RECOVERED IN GOOD CONDITION.
 FC1251
 FC1251                          STATION RECOVERY (1983)
 FC1251
 FC1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1251'SEARCHED FOR, BUT NOT RECOVERED, OLD DESCRIPTION INADEQUATE.
 FC1251
 FC1251                          STATION RECOVERY (1996)
 FC1251
 FC1251'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1893 ***********************************************************************
 FC1893  DESIGNATION -  BRANNAN
 FC1893  PID         -  FC1893
 FC1893  STATE/COUNTY-  TN/MARION
 FC1893  USGS QUAD   -  MONTEAGLE (1982)
 FC1893
 FC1893                         *CURRENT SURVEY CONTROL
 FC1893  ___________________________________________________________________
 FC1893* NAD 83(1995)-  35 12 30.37825(N)    085 49 02.28877(W)     ADJUSTED  
 FC1893* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 FC1893  ___________________________________________________________________
 FC1893  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FC1893  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1893
 FC1893  HORZ ORDER  -  SECOND
 FC1893
 FC1893.The horizontal coordinates were established by classical geodetic methods
 FC1893.and adjusted by the National Geodetic Survey in April 1999..
 FC1893
 FC1893.The orthometric height was scaled from a topographic map.
 FC1893
 FC1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1893
 FC1893.The geoid height was determined by GEOID03.
 FC1893
 FC1893;                    North         East     Units Scale Factor Converg.
 FC1893;SPC TN       -    97,109.012   616,635.839   MT  1.00000759   +0 06 25.1
 FC1893;SPC TN       -   318,598.48  2,023,079.42   sFT  1.00000759   +0 06 25.1
 FC1893;UTM  16      - 3,896,799.131   607,651.303   MT  0.99974282   +0 40 55.0
 FC1893
 FC1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1893!SPC TN       -   0.99991819  x   1.00000759  =   0.99992578
 FC1893!UTM  16      -   0.99991819  x   0.99974282  =   0.99966103
 FC1893
 FC1893|---------------------------------------------------------------------|
 FC1893| PID    Reference Object                     Distance      Geod. Az  |
 FC1893|                                                           dddmmss.s |
 FC1893| CG4865 BRANNAN RM 1                         27.931 METERS 00634     |
 FC1893| CG4866 BRANNAN RM 2                         28.481 METERS 08708     |
 FC1893| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 4.1 KM 3310155.0 |
 FC1893| FC1349 DOBBINS                             APPROX. 2.3 KM 3420751.4 |
 FC1893| FC1347 BRANNAN AZ MK                                      3455750.9 |
 FC1893|---------------------------------------------------------------------|
 FC1893
 FC1893                          SUPERSEDED SURVEY CONTROL
 FC1893
 FC1893  NAD 83(1995)-  35 12 30.38024(N)    085 49 02.28846(W) AD(       ) 2
 FC1893  NAD 83(1995)-  35 12 30.38051(N)    085 49 02.28922(W) AD(       ) 2
 FC1893  NAD 83(1995)-  35 12 30.38421(N)    085 49 02.28626(W) AD(       ) 2
 FC1893  NAD 83(1986)-  35 12 30.38509(N)    085 49 02.28552(W) AD(       ) 2
 FC1893  NAD 27      -  35 12 30.09200(N)    085 49 02.38140(W) AD(       ) 2
 FC1893
 FC1893.Superseded values are not recommended for survey control.
 FC1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1893.See file dsdata.txt to determine how the superseded data were derived.
 FC1893
 FC1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0765196799(NAD 83)
 FC1893_MARKER: DE = TRAVERSE STATION DISK
 FC1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1893
 FC1893  HISTORY     - Date     Condition        Report By
 FC1893  HISTORY     - 1962     MONUMENTED       CGS
 FC1893  HISTORY     - 1968     GOOD             CGS
 FC1893
 FC1893                          STATION DESCRIPTION
 FC1893
 FC1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1893'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF MARTIN
 FC1893'SPRINGS, 2-1/2 MILES SOUTHEAST OF MOUNTEAGLE, 0.1 MILE EAST OF
 FC1893'U.S. HIGHWAY 41 AND 64 ON A POINT ON THE CUMBERLAND PLATEAU
 FC1893'OVERLOOKING BEAR DEN COVE. THE PROPERTY IS OWNED BY MR.
 FC1893'HERB BRANNAN, POSTMASTER AT MOUNTEAGLE.
 FC1893'
 FC1893'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTEAGLE, GO SOUTHEAST
 FC1893'ON U.S. HIGHWAYS 41 AND 64 FOR 1.85 MILES TO THE AZIMUTH
 FC1893'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAYS 41 AND 64
 FC1893'FOR 0.4 MILE TO A CROSSROAD, TURN LEFT, EAST, ON A DIRT ROAD
 FC1893'FOR 0.65 MILE TO A T ROAD, TURN RIGHT, SOUTH, FOR 0.05 MILE TO A DIM
 FC1893'SIDE ROAD RIGHT, TURN RIGHT, SOUTHWEST, FOR 0.25 MILE TO A
 FC1893'FORK, TAKE LEFT FORK, SOUTHERLY, FOR 0.3 MILE TO A FORK, TAKE
 FC1893'LEFT FORK, SOUTH, FOR 0.05 MILE TO THE STATION.
 FC1893'
 FC1893'STATION IS 25 FEET SOUTHEAST OF A 8-INCH OAK TREE AND 2.7 FEET EAST
 FC1893'OF A METAL WITNESS POST. THE MARK IS A STANDARD
 FC1893'TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED
 FC1893'BRANNAN 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 1 IS 91.6 FEET SOUTH OF A METAL WITNESS POST, 10
 FC1893'FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 3
 FC1893'FEET SOUTH OF A 8-INCH OAK TREE. THE MARK IS A STANDARD DISK SET IN A
 FC1893'SQUARE CONCRETE POST, WHICH PROJECTS 4-INCHES AND STAMPED
 FC1893'BRANNAN NO 1 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 2 IS 96.1 FEET EAST OF A METAL WITNESS POST. THE
 FC1893'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 FC1893'WHICH PROJECTS 3-INCHES AND STAMPED BRANNAN NO 2 1962.
 FC1893'
 FC1893'AZIMUTH MARK IS 53 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 FC1893'HIGHWAYS 41 AND 11 AND 1.3 FEET WEST OF A METAL WITNESS
 FC1893'POST. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FC1893'OUTCROPPING BEDROCK, FLUSH AND STAMPED BRANNAN 1962.
 FC1893'
 FC1893'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FC1893
 FC1893                          STATION RECOVERY (1968)
 FC1893
 FC1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1893'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC1893'HOWEVER, THE AZIMUTH MARK WOULD BE DESTROYED BY CONSTRUCTION
 FC1893'ALONG INTERSTATE ROUTE 24. THE AZIMUTH MARK DOES NOT NOW, AND NEVER
 FC1893'COULD, HAVE BEEN VISIBLE FROM THE GROUND AT THE STATION SITE,
 FC1893'AS THERE IS ABOUT 0.3 OF A MILE OF DENSE WOODS BETWEEN THE STATION
 FC1893'SITE AND THE SITE OF THE AZIMUTH MARK. THERE IS NOT ANY
 FC1893'AVAILABLE LOCATION FOR AN AZIMUTH MARK THAT COULD BE ATTAINED WITHOUT
 FC1893'CLEARING MANY VALUABLE TIMBER TREES. THE AZIMUTH MARK FOR
 FC1893'THIS STATION WAS A BENCH MARK, AND AFTER TWO TBMS WERE
 FC1893'ESTABLISHED AND THE ELEVATION TRANSFERRED TO THEM, THE ORIGINAL
 FC1893'AZIMUTH MARK WAS DESTROYED AND THE DISK REMOVED.
 FC1893'
 FC1893'THE ORIGINAL STATION TO REACH IS NO LONGER POSSIBLE. FOLLOWING IS A
 FC1893'NEW AND COMPLETE DESCRIPTION.
 FC1893'
 FC1893'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF MARTIN SPRINGS,
 FC1893'2-1/2 MILES SOUTHEAST OF MONTEAGLE, 0.1 OF A MILE EAST OF
 FC1893'INTERSTATE ROUTE 24, AND ON THE PROPERTY OF MR. HERB BRANNAN OF
 FC1893'MONTEAGLE.
 FC1893'
 FC1893'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO
 FC1893'SOUTHEASTERLY ON U.S. HIGHWAYS 41 AND 64 FOR 0.65 MILE TO
 FC1893'SAMPLEY STREET ON THE LEFT. HERE TURN LEFT AND GO EASTERLY ON SAMPLEY
 FC1893'STREET FOR 0.15 MILE TO A GRAVELED T CROSSROAD. HERE TURN
 FC1893'RIGHT AND GO SOUTHERLY ON THIS GRAVELED ROAD FOR 0.5 MILE TO A GRADE
 FC1893'SEPARATION OVERPASS ACROSS THE NORTH BOUND LANES OF
 FC1893'INTERSTATE ROUTE 24, CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.25
 FC1893'MILE TO AN ANGLING GRAVELED CROSSROAD. HERE CONTINUE
 FC1893'SOUTHERLY ON THE GRAVELED ROAD FOR 0.1 MILE TO A T ROAD LEFT,
 FC1893'CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.95 MILE TO A
 FC1893'DIM WOODS ROAD RIGHT. HERE TURN RIGHT ON THE WOODS ROAD AND GO
 FC1893'SOUTHWESTERLY FOR 0.25 OF A MILE TO A FORK, KEEP LEFT FORK AND GO
 FC1893'SOUTHERLY ON A WOODS ROAD FOR 0.3 MILE TO A DIM TRACK ROAD
 FC1893'LEFT, TURN LEFT ON THIS TRACK ROAD AND GO SOUTHEASTERLY FOR ABOUT
 FC1893'0.05 OF A MILE TO THE STATION.
 FC1893'
 FC1893'THE STATION IS 25 FEET SOUTHEAST OF A 10-INCH WHITE OAK TREE, 4 FEET
 FC1893'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 0.6 OF A
 FC1893'FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 FC1893'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1893'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED BRANNAN 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC1893'TRACK ROAD, 4 FEET SOUTH OF A 16-INCH, TRIANGLE BLAZED,
 FC1893'CHESTNUT OAK TREE AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND
 FC1893'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FC1893'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK
 FC1893'IS STAMPED BRANNAN NO 1 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 2 IS IN THICK WOODS EAST OF THE STATION AND 0.6 OF
 FC1893'A FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1893'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FC1893'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BRANNAN NO 2 1962
 FC1893'
 FC1893'DUE TO NUMEROUS TREES ON LINE, NO EFFORT WAS MADE TO MEASURE BETWEEN
 FC1893'THE REFERENCE MARKS.
 FC1893'
 FC1893'NOTE- THIS WAS NOT AN OCCUPIED STATION.
 FC1893'
 FC1893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2 MILES
 FC1893'SOUTHEAST OF MONTEAGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1347 ***********************************************************************
 FC1347  DESIGNATION -  BRANNAN AZ MK
 FC1347  PID         -  FC1347
 FC1347  STATE/COUNTY-  TN/MARION
 FC1347  USGS QUAD   -  MONTEAGLE (1982)
 FC1347
 FC1347                         *CURRENT SURVEY CONTROL
 FC1347  ___________________________________________________________________
 FC1347* NAD 83(1986)-  35 13 16.     (N)    085 49 16.     (W)     SCALED    
 FC1347* NAVD 88     -       572.886  (meters)    1879.54   (feet)  ADJUSTED  
 FC1347  ___________________________________________________________________
 FC1347  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1347  DYNAMIC HT  -         572.303 (meters)    1877.63  (feet)  COMP
 FC1347  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 FC1347
 FC1347  VERT ORDER  -  SECOND    CLASS 0
 FC1347
 FC1347.The horizontal coordinates were scaled from a topographic map and have
 FC1347.an estimated accuracy of +/- 6 seconds.
 FC1347
 FC1347.The orthometric height was determined by differential leveling
 FC1347.and adjusted by the National Geodetic Survey in June 1991..
 FC1347
 FC1347.The geoid height was determined by GEOID03.
 FC1347
 FC1347.The dynamic height is computed by dividing the NAVD 88
 FC1347.geopotential number by the normal gravity value computed on the
 FC1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1347.degrees latitude (g = 980.6199 gals.).
 FC1347
 FC1347.The modeled gravity was interpolated from observed gravity values.
 FC1347
 FC1347;                    North         East    Units  Estimated Accuracy
 FC1347;SPC TN       -    98,510.      616,290.      MT  (+/- 180 meters Scaled)
 FC1347
 FC1347                          SUPERSEDED SURVEY CONTROL
 FC1347
 FC1347  NGVD 29 (??/??/92)  572.872  (m)         1879.50   (f) ADJ UNCH    2 0
 FC1347
 FC1347.Superseded values are not recommended for survey control.
 FC1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1347.See file dsdata.txt to determine how the superseded data were derived.
 FC1347
 FC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD072982(NAD 83)
 FC1347_MARKER: DZ = AZIMUTH MARK DISK
 FC1347_SETTING: 66 = SET IN ROCK OUTCROP
 FC1347_SP_SET: ROCK OUTCROP
 FC1347_STAMPING: BRANNAN 1962
 FC1347_MARK LOGO: CGS   
 FC1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1347+STABILITY: POSITION/ELEVATION WELL
 FC1347
 FC1347  HISTORY     - Date     Condition        Report By
 FC1347  HISTORY     - 1962     MONUMENTED       CGS
 FC1347
 FC1347                          STATION DESCRIPTION
 FC1347
 FC1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1347'1.8 MI SE FROM MONTEAGLE.
 FC1347'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1347'ON U.S. HIGHWAYS 41 AND 64 TO THE MARK SET ON THE RIGHT AT THE
 FC1347'TOP OF CUMBERLAND PLATEAU MOUNTAIN, 53 FEET WEST OF THE
 FC1347'APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64 AND 1.3 FEET WEST
 FC1347'OF A METAL WITNESS POST.  A STANDARD AZIMUTH MARK DISK DRILLED
 FC1347'IN AN OUTCROP OF BEDROCK FLUSH WITH THE GROUND AND 6 FEET ABOVE
 FC1347'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0300 ***********************************************************************
 GC0300  DESIGNATION -  BRANSFORD
 GC0300  PID         -  GC0300
 GC0300  STATE/COUNTY-  TN/SUMNER
 GC0300  USGS QUAD   -  BETHPAGE (1994)
 GC0300
 GC0300                         *CURRENT SURVEY CONTROL
 GC0300  ___________________________________________________________________
 GC0300* NAD 83(1986)-  36 29 57.     (N)    086 16 39.     (W)     SCALED    
 GC0300* NAVD 88     -       173.486  (meters)     569.18   (feet)  ADJUSTED  
 GC0300  ___________________________________________________________________
 GC0300  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0300  DYNAMIC HT  -         173.346 (meters)     568.72  (feet)  COMP
 GC0300  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0300
 GC0300  VERT ORDER  -  SECOND    CLASS 0
 GC0300
 GC0300.The horizontal coordinates were scaled from a topographic map and have
 GC0300.an estimated accuracy of +/- 6 seconds.
 GC0300
 GC0300.The orthometric height was determined by differential leveling
 GC0300.and adjusted by the National Geodetic Survey in June 1991..
 GC0300
 GC0300.The geoid height was determined by GEOID03.
 GC0300
 GC0300.The dynamic height is computed by dividing the NAVD 88
 GC0300.geopotential number by the normal gravity value computed on the
 GC0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0300.degrees latitude (g = 980.6199 gals.).
 GC0300
 GC0300.The modeled gravity was interpolated from observed gravity values.
 GC0300
 GC0300;                    North         East    Units  Estimated Accuracy
 GC0300;SPC TN       -   240,340.      575,140.      MT  (+/- 180 meters Scaled)
 GC0300
 GC0300                          SUPERSEDED SURVEY CONTROL
 GC0300
 GC0300  NGVD 29 (??/??/??)  173.59   (m)          569.5    (f) RESET       3  
 GC0300
 GC0300.Superseded values are not recommended for survey control.
 GC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0300.See file dsdata.txt to determine how the superseded data were derived.
 GC0300
 GC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF647395(NAD 83)
 GC0300_MARKER: DD = SURVEY DISK
 GC0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0300_STAMPING: BRANSFORD 1961
 GC0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0300+STABILITY: SURFACE MOTION
 GC0300
 GC0300  HISTORY     - Date     Condition        Report By
 GC0300  HISTORY     - 1961     MONUMENTED       TNHD
 GC0300
 GC0300                          STATION DESCRIPTION
 GC0300
 GC0300'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0300'AT BRANSFORD.
 GC0300'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A, GO
 GC0300'SOUTHEAST ON STATE ROUTE 10-A FOR 0.15 MILE TO THE STATION ON
 GC0300'THE RIGHT.  THE STATION IS 44 FEET NORTHWEST OF THE WEST RAIL OF
 GC0300'THE L AND N RR TRACKS, 32 FEET SOUTHWEST OF THE CENTERLINE OF
 GC0300'STATE ROUTE 10-A, 17 FEET SOUTH OF A WITNESS POST AND SET IN
 GC0300'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2168 ***********************************************************************
 GC2168  DESIGNATION -  BRANSFORD
 GC2168  PID         -  GC2168
 GC2168  STATE/COUNTY-  TN/SUMNER
 GC2168  USGS QUAD   -  BETHPAGE (1994)
 GC2168
 GC2168                         *CURRENT SURVEY CONTROL
 GC2168  ___________________________________________________________________
 GC2168* NAD 83(1995)-  36 29 56.95579(N)    086 16 39.31116(W)     ADJUSTED  
 GC2168* NAVD 88     -       173.3    (meters)     569.     (feet)  VERTCON   
 GC2168  ___________________________________________________________________
 GC2168  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GC2168  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2168
 GC2168  HORZ ORDER  -  SECOND
 GC2168
 GC2168.The horizontal coordinates were established by classical geodetic methods
 GC2168.and adjusted by the National Geodetic Survey in April 1999..
 GC2168
 GC2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2168
 GC2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2168
 GC2168.The geoid height was determined by GEOID03.
 GC2168
 GC2168;                    North         East     Units Scale Factor Converg.
 GC2168;SPC TN       -   240,337.469   575,130.099   MT  1.00001567   -0 09 45.0
 GC2168;SPC TN       -   788,507.18  1,886,906.00   sFT  1.00001567   -0 09 45.0
 GC2168;UTM  16      - 4,039,556.895   564,697.147   MT  0.99965157   +0 25 47.0
 GC2168
 GC2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2168!SPC TN       -   0.99997742  x   1.00001567  =   0.99999309
 GC2168!UTM  16      -   0.99997742  x   0.99965157  =   0.99962900
 GC2168
 GC2168|---------------------------------------------------------------------|
 GC2168| PID    Reference Object                     Distance      Geod. Az  |
 GC2168|                                                           dddmmss.s |
 GC2168| GC0298 BRANSFORD RM 1                       30.047 METERS 04919     |
 GC2168| GC0122 BRANSFORD AZ MK                                    3382006.0 |
 GC2168| GC0299 BRANSFORD RM 2                       15.335 METERS 35725     |
 GC2168|---------------------------------------------------------------------|
 GC2168
 GC2168                          SUPERSEDED SURVEY CONTROL
 GC2168
 GC2168  NAD 83(1995)-  36 29 56.95647(N)    086 16 39.31199(W) AD(       ) 2
 GC2168  NAD 83(1995)-  36 29 56.96404(N)    086 16 39.31466(W) AD(       ) 2
 GC2168  NAD 83(1986)-  36 29 56.96575(N)    086 16 39.31460(W) AD(       ) 2
 GC2168  NAD 27      -  36 29 56.81000(N)    086 16 39.35260(W) AD(       ) 2
 GC2168  NGVD 29 (07/19/86)  173.4    (m)          569.     (f) VERT ANG       
 GC2168
 GC2168.Superseded values are not recommended for survey control.
 GC2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2168.See file dsdata.txt to determine how the superseded data were derived.
 GC2168
 GC2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6469739557(NAD 83)
 GC2168_MARKER: DD = SURVEY DISK
 GC2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2168
 GC2168  HISTORY     - Date     Condition        Report By
 GC2168  HISTORY     - 1961     MONUMENTED       TNHD
 GC2168
 GC2168                          STATION DESCRIPTION
 GC2168
 GC2168'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2168'THE STATION IS LOCATED ABOUT 0.15 MILE EAST OF BRANSFORD.
 GC2168'
 GC2168'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 6 AND STATE
 GC2168'ROUTE NO. 10-A, GO SOUTHEAST ON STATE ROUTE NO. 10-A FOR 0.15 MILE
 GC2168'TO STATION ON THE RIGHT AS DESCRIBED.
 GC2168'
 GC2168'THE STATION IS 44 FEET NORTHWEST OF THE WEST RAIL OF THE RAILROAD
 GC2168'TRACKS, 32 FEET SOUTHWEST OF APPROXIMATE CENTER OF STATE ROUTE
 GC2168'NO. 10-A, AND 17.2 FEET SOUTH OF A WITNESS POST.  SURFACE AND
 GC2168'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2168'DISKS STAMPED BRANSFORD 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC2168'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GC2168'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2168'
 GC2168'REFERENCE MARK NO. 1 IS 64 FEET NE OF APPROXIMATE CENTER OF STATE
 GC2168'ROUTE NO. 10-A AND 44 FEET NW OF THE WEST RAIL OF
 GC2168'RAILROAD TRACKS.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2168'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2168'DISK IS STAMPED BRANSFORD RM-1 1961.
 GC2168'
 GC2168'REFERENCE MARK NO. 2 IS 50 FEET NORTHWEST OF THE STATION AND IN
 GC2168'SOUTHEAST CORNER OF A BRIDGE ABUTMENT.  THE MARK IS A STANDARD
 GC2168'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE
 GC2168'IN THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT AND THE DISK IS
 GC2168'STAMPED BRANSFORD RM-2 1961.
 GC2168'
 GC2168'THE AZIMUTH MARK IS 24 FEET NORTHWEST OF APPROXIMATE CENTER OF T
 GC2168'INTERSECTION OF STATE ROUTE NO. 6 AND STATE ROUTE 10-A, 2 FEET
 GC2168'NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A FENCE, AND 1.2 FEET SOUTH
 GC2168'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2168'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2168'THE DISK IS STAMPED BRANSFORD AZI 1961.
 GC2168'
 GC2168'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE
 GC2168'ROUTE NO. 10-A FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE NO. 6
 GC2168'AND THE MARK AS DESCRIBED.
 GC2168'
 GC2168'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 GC2168'
 GC2168'HEIGHT OF LIGHT ABOVE STATION MARK 22.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0122 ***********************************************************************
 GC0122  DESIGNATION -  BRANSFORD AZ MK
 GC0122  PID         -  GC0122
 GC0122  STATE/COUNTY-  TN/SUMNER
 GC0122  USGS QUAD   -  TURNERS STATION (1979)
 GC0122
 GC0122                         *CURRENT SURVEY CONTROL
 GC0122  ___________________________________________________________________
 GC0122* NAD 83(1986)-  36 30 04.     (N)    086 16 43.     (W)     SCALED    
 GC0122* NAVD 88     -       175.174  (meters)     574.72   (feet)  ADJUSTED  
 GC0122  ___________________________________________________________________
 GC0122  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0122  DYNAMIC HT  -         175.034 (meters)     574.26  (feet)  COMP
 GC0122  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GC0122
 GC0122  VERT ORDER  -  SECOND    CLASS 0
 GC0122
 GC0122.The horizontal coordinates were scaled from a topographic map and have
 GC0122.an estimated accuracy of +/- 6 seconds.
 GC0122
 GC0122.The orthometric height was determined by differential leveling
 GC0122.and adjusted by the National Geodetic Survey in June 1991..
 GC0122
 GC0122.The geoid height was determined by GEOID03.
 GC0122
 GC0122.The dynamic height is computed by dividing the NAVD 88
 GC0122.geopotential number by the normal gravity value computed on the
 GC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0122.degrees latitude (g = 980.6199 gals.).
 GC0122
 GC0122.The modeled gravity was interpolated from observed gravity values.
 GC0122
 GC0122;                    North         East    Units  Estimated Accuracy
 GC0122;SPC TN       -   240,560.      575,040.      MT  (+/- 180 meters Scaled)
 GC0122
 GC0122                          SUPERSEDED SURVEY CONTROL
 GC0122
 GC0122  NGVD 29 (??/??/??)  175.28   (m)          575.1    (f) RESET       3  
 GC0122
 GC0122.Superseded values are not recommended for survey control.
 GC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0122.See file dsdata.txt to determine how the superseded data were derived.
 GC0122
 GC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF646397(NAD 83)
 GC0122_MARKER: DZ = AZIMUTH MARK DISK
 GC0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0122_STAMPING: BRANSFORD AZI 1961
 GC0122_MARK LOGO: CGS   
 GC0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0122+STABILITY: SURFACE MOTION
 GC0122
 GC0122  HISTORY     - Date     Condition        Report By
 GC0122  HISTORY     - 1961     MONUMENTED       TNHD
 GC0122  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0122
 GC0122                          STATION DESCRIPTION
 GC0122
 GC0122'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0122'AT BRANSFORD.
 GC0122'THIS MARK IS LOCATED 24 FEET NORTHWEST OF THE CENTER OF T
 GC0122'INTERSECTION OF STATE ROUTE 6 AND STATE ROUTE 10-A, 2 FEET
 GC0122'NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.2 FEET
 GC0122'SOUTH OF A WITNESS POST, AND SET IN A 10-INCH SQUARE, FLUSH,
 GC0122'CONCRETE MONUMENT.
 GC0122
 GC0122                          STATION RECOVERY (2002)
 GC0122
 GC0122'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0122'HIGHWAY HAS BEEN MOVED. OLD HIGHWAY HAS BEEN REBUILT AND WIDENED. MARK
 GC0122'PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0298 ***********************************************************************
 GC0298  DESIGNATION -  BRANSFORD RM 1
 GC0298  PID         -  GC0298
 GC0298  STATE/COUNTY-  TN/SUMNER
 GC0298  USGS QUAD   -  BETHPAGE (1994)
 GC0298
 GC0298                         *CURRENT SURVEY CONTROL
 GC0298  ___________________________________________________________________
 GC0298* NAD 83(1986)-  36 29 57.     (N)    086 16 39.     (W)     SCALED    
 GC0298* NAVD 88     -       174.128  (meters)     571.28   (feet)  ADJUSTED  
 GC0298  ___________________________________________________________________
 GC0298  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0298  DYNAMIC HT  -         173.988 (meters)     570.83  (feet)  COMP
 GC0298  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0298
 GC0298  VERT ORDER  -  SECOND    CLASS 0
 GC0298
 GC0298.The horizontal coordinates were scaled from a topographic map and have
 GC0298.an estimated accuracy of +/- 6 seconds.
 GC0298
 GC0298.The orthometric height was determined by differential leveling
 GC0298.and adjusted by the National Geodetic Survey in June 1991..
 GC0298
 GC0298.The geoid height was determined by GEOID03.
 GC0298
 GC0298.The dynamic height is computed by dividing the NAVD 88
 GC0298.geopotential number by the normal gravity value computed on the
 GC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0298.degrees latitude (g = 980.6199 gals.).
 GC0298
 GC0298.The modeled gravity was interpolated from observed gravity values.
 GC0298
 GC0298;                    North         East    Units  Estimated Accuracy
 GC0298;SPC TN       -   240,340.      575,140.      MT  (+/- 180 meters Scaled)
 GC0298
 GC0298                          SUPERSEDED SURVEY CONTROL
 GC0298
 GC0298  NGVD 29 (??/??/92)  174.207  (m)          571.54   (f) ADJ UNCH    2 0
 GC0298
 GC0298.Superseded values are not recommended for survey control.
 GC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0298.See file dsdata.txt to determine how the superseded data were derived.
 GC0298
 GC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF647395(NAD 83)
 GC0298_MARKER: DD = SURVEY DISK
 GC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0298_STAMPING: BRANSFORD RM-1 1961
 GC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0298+STABILITY: SURFACE MOTION
 GC0298
 GC0298  HISTORY     - Date     Condition        Report By
 GC0298  HISTORY     - 1961     MONUMENTED       TNHD
 GC0298
 GC0298                          STATION DESCRIPTION
 GC0298
 GC0298'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0298'AT BRANSFORD.
 GC0298'THIS MARK IS LOCATED AT THE BRANSFORD 1961 STATION SITE, 64 FEET
 GC0298'NORTHEAST OF CENTERLINE OF STATE ROUTE 10-A, 44 FEET NORTHWEST
 GC0298'OF THE WEST RAIL OF THE L AND N RR TRACKS, 98.6 FEET NORTHEAST
 GC0298'OF THE STATION, AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0298'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0299 ***********************************************************************
 GC0299  DESIGNATION -  BRANSFORD RM 2
 GC0299  PID         -  GC0299
 GC0299  STATE/COUNTY-  TN/SUMNER
 GC0299  USGS QUAD   -  BETHPAGE (1994)
 GC0299
 GC0299                         *CURRENT SURVEY CONTROL
 GC0299  ___________________________________________________________________
 GC0299* NAD 83(1986)-  36 29 57.     (N)    086 16 39.     (W)     SCALED    
 GC0299* NAVD 88     -       173.530  (meters)     569.32   (feet)  ADJUSTED  
 GC0299  ___________________________________________________________________
 GC0299  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0299  DYNAMIC HT  -         173.391 (meters)     568.87  (feet)  COMP
 GC0299  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0299
 GC0299  VERT ORDER  -  SECOND    CLASS 0
 GC0299
 GC0299.The horizontal coordinates were scaled from a topographic map and have
 GC0299.an estimated accuracy of +/- 6 seconds.
 GC0299
 GC0299.The orthometric height was determined by differential leveling
 GC0299.and adjusted by the National Geodetic Survey in June 1991..
 GC0299
 GC0299.The geoid height was determined by GEOID03.
 GC0299
 GC0299.The dynamic height is computed by dividing the NAVD 88
 GC0299.geopotential number by the normal gravity value computed on the
 GC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0299.degrees latitude (g = 980.6199 gals.).
 GC0299
 GC0299.The modeled gravity was interpolated from observed gravity values.
 GC0299
 GC0299;                    North         East    Units  Estimated Accuracy
 GC0299;SPC TN       -   240,340.      575,140.      MT  (+/- 180 meters Scaled)
 GC0299
 GC0299                          SUPERSEDED SURVEY CONTROL
 GC0299
 GC0299  NGVD 29 (??/??/92)  173.609  (m)          569.58   (f) ADJ UNCH    2 0
 GC0299
 GC0299.Superseded values are not recommended for survey control.
 GC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0299.See file dsdata.txt to determine how the superseded data were derived.
 GC0299
 GC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF647395(NAD 83)
 GC0299_MARKER: DD = SURVEY DISK
 GC0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0299_SP_SET: BRIDGE
 GC0299_STAMPING: BRANSFORD RM-2 1961
 GC0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0299
 GC0299  HISTORY     - Date     Condition        Report By
 GC0299  HISTORY     - 1961     MONUMENTED       TNHD
 GC0299
 GC0299                          STATION DESCRIPTION
 GC0299
 GC0299'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0299'AT BRANSFORD.
 GC0299'THIS MARK IS LOCATED AT THE BRANSFORD 1961 STATION SITE, 50 FEET
 GC0299'NORTHWEST OF THE STATION AND IN THE SOUTHEAST CORNER OF A BRIDGE
 GC0299'ABUTMENT, AND CEMENTED FLUSH IN A DRILLED HOLE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2636 ***********************************************************************
 GB2636  DESIGNATION -  BRANUM
 GB2636  PID         -  GB2636
 GB2636  STATE/COUNTY-  TN/FENTRESS
 GB2636  USGS QUAD   -  SHARP PLACE (1981)
 GB2636
 GB2636                         *CURRENT SURVEY CONTROL
 GB2636  ___________________________________________________________________
 GB2636* NAD 83(1995)-  36 31 12.24934(N)    084 49 04.21280(W)     ADJUSTED  
 GB2636* NAVD 88     -       535.69   (+/-2cm)    1757.5    (feet)  VERTCON   
 GB2636  ___________________________________________________________________
 GB2636  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 GB2636  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GB2636
 GB2636  HORZ ORDER  -  FIRST
 GB2636  VERT ORDER  -  THIRD ? (See Below)
 GB2636
 GB2636.The horizontal coordinates were established by classical geodetic methods
 GB2636.and adjusted by the National Geodetic Survey in April 1999..
 GB2636
 GB2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2636.The vertical order pertains to the NGVD 29 superseded value.
 GB2636
 GB2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2636
 GB2636.The geoid height was determined by GEOID03.
 GB2636
 GB2636;                    North         East     Units Scale Factor Converg.
 GB2636;SPC TN       -   243,262.632   705,883.496   MT  1.00001997   +0 41 31.5
 GB2636;SPC TN       -   798,104.15  2,315,886.10   sFT  1.00001997   +0 41 31.5
 GB2636;UTM  16      - 4,043,849.107   695,387.653   MT  1.00007037   +1 17 56.5
 GB2636
 GB2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2636!SPC TN       -   0.99992048  x   1.00001997  =   0.99994045
 GB2636!UTM  16      -   0.99992048  x   1.00007037  =   0.99999085
 GB2636
 GB2636:                Primary Azimuth Mark                     Grid Az
 GB2636:SPC TN       -  STERNS                                   023 58 48.3
 GB2636:UTM  16      -  STERNS                                   023 22 23.3
 GB2636
 GB2636|---------------------------------------------------------------------|
 GB2636| PID    Reference Object                     Distance      Geod. Az  |
 GB2636|                                                           dddmmss.s |
 GB2636| GB2637 STERNS                              APPROX.11.1 KM 0244019.8 |
 GB2636| DB8816 BRANUM RM 1                          32.565 METERS 04815     |
 GB2636| GB2638 DIRT ROCKHOUSE LOOKOUT TOWER        APPROX. 3.9 KM 0842539.4 |
 GB2636| DB8817 BRANUM RM 2                          20.665 METERS 20950     |
 GB2636| DB8815 BRANUM AZ MK                                       2371852.7 |
 GB2636|---------------------------------------------------------------------|
 GB2636
 GB2636                          SUPERSEDED SURVEY CONTROL
 GB2636
 GB2636  NAD 83(1995)-  36 31 12.24942(N)    084 49 04.21259(W) AD(       ) 1
 GB2636  NAD 83(1995)-  36 31 12.25944(N)    084 49 04.21897(W) AD(       ) 1
 GB2636  NAD 83(1986)-  36 31 12.25931(N)    084 49 04.21889(W) AD(       ) 1
 GB2636  NAD 27      -  36 31 11.99900(N)    084 49 04.43500(W) AD(       ) 1
 GB2636  NGVD 29 (07/19/86)  535.82   (m)         1757.9    (f) LEVELING    3  
 GB2636
 GB2636.Superseded values are not recommended for survey control.
 GB2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2636.See file dsdata.txt to determine how the superseded data were derived.
 GB2636
 GB2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9538843849(NAD 83)
 GB2636_MARKER: DS = TRIANGULATION STATION DISK
 GB2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2636
 GB2636  HISTORY     - Date     Condition        Report By
 GB2636  HISTORY     - 1935     MONUMENTED       CGS
 GB2636  HISTORY     - 1955     GOOD             USGS
 GB2636
 GB2636                          STATION DESCRIPTION
 GB2636
 GB2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2636'THE STATION IS ON THE PROPERTY OF MR. J.M. BRANUM, ABOUT 21-1/2 MILES
 GB2636'S OF MONTICELLO.
 GB2636'
 GB2636'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2636'DISKS SET IN CONCRETE.
 GB2636'
 GB2636'REFERENCE MARK NO. 1 IS NNE OF THE STATION ALONG DIM ROAD AND 10 FEET
 GB2636'NW OF THE CENTER LINE OF SAME, 4 FEET SE OF RAIL FENCE LINE, AND
 GB2636'PROJECTS ABOUT 10 INCHES.
 GB2636'
 GB2636'REFERENCE MARK NO. 2 IS SSW OF THE STATION, ABOUT 27 FEET SE OF THE
 GB2636'CENTER LINE OF DIM ROAD, AND PROJECTS ABOUT 14 INCHES.
 GB2636'
 GB2636'AZIMUTH MARK IS SW OF THE STATION, ALONG ROAD TO THE STATION, AT THE
 GB2636'INTERSECTION OF THE JAMESTOWN-MONTICELLO ROAD AND THE BAYSON ROAD
 GB2636'AND IN THE ACUTE ANGLE MADE BY THE JUNCTION OF SAME, 7 PACES NW OF
 GB2636'THE FORMER AND 5 PACES SE OF THE LATTER, AND PROJECTS ABOUT 8
 GB2636'INCHES.  MARK IS VISIBLE FROM THE GROUND AT THE STATION WITH
 GB2636'CONSIDERABLE CLEARING.
 GB2636'
 GB2636'TO REACH THE STATION FROM JAMESTOWN, GO N FROM THE COURTHOUSE ON
 GB2636'ROUTE 28 FOR 1.95 MILES TO A T-ROAD, RIGHT, AT SIGN PICKETT STATE
 GB2636'FOREST PARK.  TURN RIGHT FOR 1.15 MILES TO Y-INTERSECTION.  KEEP LEFT
 GB2636'AND GO 3.35 MILES TO FORKS.  TAKE LEFT FORK FOR 4.7 MILES TO
 GB2636'FORKS.  TAKE LEFT FORK AND GO 1.0 MILE TO SHARP Y-ROAD RIGHT, AND
 GB2636'DRAW BARS.  THIS POINT IS ABOUT 0.2 MILE BEFORE REACHING TWO LARGE
 GB2636'STONE PILLARS AT THE ENTRANCE TO A C.C.C. CAMP.  TURN RIGHT ON THIS
 GB2636'WOODS ROAD FOR ABOUT 150 FEET TO DIM ROAD LEFT, TURN LEFT FOR ABOUT
 GB2636'60 FEET TO STATION ON RIGHT.  THE STATION MARK IS 30 FEET E OF AN
 GB2636'8-INCH OAK TREE WITH TRIANGULAR BLAZE, 21 FEET ESE OF A 12-INCH PINE
 GB2636'TREE, 21 FEET SE OF A 12-INCH PINE TREE, ABOUT 75 YARDS ESE OF THE
 GB2636'CENTER LINE OF THE MAIN ROAD (JAMESTOWN-MONTICELLO ROAD), ABOUT 50
 GB2636'FEET S OF RAIL FENCE CORNER, AND PROJECTS ABOUT 10 INCHES.
 GB2636'
 GB2636'A 90-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 GB2636
 GB2636                          STATION RECOVERY (1955)
 GB2636
 GB2636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GB2636'STATION WAS FOUND IN GOOD CONDITION BUT THE AZIMUTH MARK HAD BEEN
 GB2636'KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2451 ***********************************************************************
 GB2451  DESIGNATION -  BRAYS KNOB
 GB2451  PID         -  GB2451
 GB2451  STATE/COUNTY-  TN/CLAY
 GB2451  USGS QUAD   -  UNION HILL (1968)
 GB2451
 GB2451                         *CURRENT SURVEY CONTROL
 GB2451  ___________________________________________________________________
 GB2451* NAD 83(1995)-  36 36 57.46769(N)    085 40 54.38731(W)     ADJUSTED  
 GB2451* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 GB2451  ___________________________________________________________________
 GB2451  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GB2451  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB2451
 GB2451  HORZ ORDER  -  THIRD
 GB2451
 GB2451.The horizontal coordinates were established by classical geodetic methods
 GB2451.and adjusted by the National Geodetic Survey in April 1999..
 GB2451
 GB2451.The orthometric height was scaled from a topographic map.
 GB2451
 GB2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2451
 GB2451.The geoid height was determined by GEOID03.
 GB2451
 GB2451;                    North         East     Units Scale Factor Converg.
 GB2451;SPC TN       -   253,311.055   628,468.753   MT  1.00004142   +0 11 10.7
 GB2451;SPC TN       -   831,071.35  2,061,901.23   sFT  1.00004142   +0 11 10.7
 GB2451;SPC KY1Z     - 1,031,371.397 1,506,104.175   MT  1.00014456   +0 02 30.8
 GB2451;SPC KY1Z     - 3,383,757.66  4,941,276.78   sFT  1.00014456   +0 02 30.8
 GB2451;SPC KY S     -   531,366.850   506,103.435   MT  1.00002338   +0 02 29.0
 GB2451;SPC KY S     - 1,743,326.07  1,660,441.02   sFT  1.00002338   +0 02 29.0
 GB2451;UTM  16      - 4,053,080.209   617,880.806   MT  0.99977120   +0 47 10.8
 GB2451
 GB2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2451!SPC TN       -   0.99995033  x   1.00004142  =   0.99999175
 GB2451!SPC KY1Z     -   0.99995033  x   1.00014456  =   1.00009488
 GB2451!SPC KY S     -   0.99995033  x   1.00002338  =   0.99997371
 GB2451!UTM  16      -   0.99995033  x   0.99977120  =   0.99972154
 GB2451
 GB2451|---------------------------------------------------------------------|
 GB2451| PID    Reference Object                     Distance      Geod. Az  |
 GB2451|                                                           dddmmss.s |
 GB2451| CG4868 BRAYS KNOB RM 1                       4.355 METERS 10813     |
 GB2451| CG4869 BRAYS KNOB RM 2                       7.809 METERS 21549     |
 GB2451| GB2456 SUGAR                               APPROX. 6.2 KM 2903323.8 |
 GB2451|---------------------------------------------------------------------|
 GB2451
 GB2451                          SUPERSEDED SURVEY CONTROL
 GB2451
 GB2451  NAD 83(1995)-  36 36 57.46783(N)    085 40 54.38797(W) AD(       ) 3
 GB2451  NAD 83(1995)-  36 36 57.47776(N)    085 40 54.39141(W) AD(       ) 3
 GB2451  NAD 83(1986)-  36 36 57.47801(N)    085 40 54.39220(W) AD(       ) 3
 GB2451  NAD 27      -  36 36 57.26700(N)    085 40 54.48300(W) AD(       ) 3
 GB2451
 GB2451.Superseded values are not recommended for survey control.
 GB2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2451.See file dsdata.txt to determine how the superseded data were derived.
 GB2451
 GB2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1788153080(NAD 83)
 GB2451_MARKER: DS = TRIANGULATION STATION DISK
 GB2451_SETTING: 66 = SET IN ROCK OUTCROP
 GB2451
 GB2451  HISTORY     - Date     Condition        Report By
 GB2451  HISTORY     - 1950     MONUMENTED       CGS
 GB2451
 GB2451                          STATION DESCRIPTION
 GB2451
 GB2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2451'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF TOMPKINSVILLE, KY.
 GB2451'AND 3 MILES NORTHWEST OF MOSS, TENN. ON THE HIGHEST POINT OF A WOODED
 GB2451'HILL KNOWN LOCALLY AS BRAYS KNOB AND IS ON PROPERTY OWNED BY MR. O.
 GB2451'DENTON.  IT IS 30 FEET NORTH OF A 10 INCH OAK TREE WITH A TRIANGLE
 GB2451'BLAZE ON THE NORTH SIDE, 22 FEET NORTHWEST OF A 10 INCH HICKORY TREE
 GB2451'WITH A TRIANGLE BLAZE ON THE NORTHWEST SIDE AND 9 FEET SOUTHEAST
 GB2451'OF A 4 INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE.
 GB2451'THE DISK IS FLUSH IN BEDROCK WHICH PROJECTS ABOUT 18 INCHES AND THE
 GB2451'DISK IS STAMPED BRAYS KNOB 1950.
 GB2451'
 GB2451'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF A 10 INCH HICKORY TREE WITH
 GB2451'A TRIANGLE BLAZE ON THE NORTHWEST SIDE.  THE DISK IS FLUSH IN
 GB2451'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 24 INCHES AND IS STAMPED
 GB2451'BRAYS KNOB NO 1 1950.
 GB2451'
 GB2451'REFERENCE MARK NO. 2 IS 5 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A
 GB2451'TRIANGLE BLAZE ON THE NORTHWEST SIDE.  THE DISK IS FLUSH IN
 GB2451'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 24 INCHES AND IS STAMPED
 GB2451'BRAYS KNOB NO 2 1950.
 GB2451'
 GB2451'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 GB2451'
 GB2451'TO REACH THE STATION FROM THE JUNCTION OF TENNESSEE STATE HIGHWAYS 51
 GB2451'AND 52, ABOUT 0.5 MILE NORTHWEST OF MOSS, GO NORTHWEST ON
 GB2451'HIGHWAY 52 FOR 3.35 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO
 GB2451'NORTHWEST ON GRAVEL ROAD FOR 0.4 MILE TO A FORK, KEEP RIGHT FORK
 GB2451'AND GO NORTH FOR 0.55 MILE TO END OF GRAVEL ROAD AND THE HOME OF MR.
 GB2451'DENTON, THIS IS THE END OF TRUCK TRAVEL, FROM THIS POINT PACK IN A
 GB2451'NORTHEASTERLY DIRECTION FOR ABOUT 0.5 MILE TO THE TOP OF THE HILL AND
 GB2451'STATION AS DESCRIBED.
 GB2451'
 GB2451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0672 ***********************************************************************
 FD0672  DESIGNATION -  BREAK
 FD0672  PID         -  FD0672
 FD0672  STATE/COUNTY-  TN/WILLIAMSON
 FD0672  USGS QUAD   -  FRANKLIN (1981)
 FD0672
 FD0672                         *CURRENT SURVEY CONTROL
 FD0672  ___________________________________________________________________
 FD0672* NAD 83(1995)-  35 57 37.01679(N)    086 50 27.52444(W)     ADJUSTED  
 FD0672* NAVD 88     -       231.903  (meters)     760.84   (feet)  ADJUSTED  
 FD0672  ___________________________________________________________________
 FD0672  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FD0672  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0672  DYNAMIC HT  -         231.700 (meters)     760.17  (feet)  COMP
 FD0672  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0672
 FD0672  HORZ ORDER  -  SECOND
 FD0672  VERT ORDER  -  FIRST     CLASS II
 FD0672
 FD0672.The horizontal coordinates were established by classical geodetic methods
 FD0672.and adjusted by the National Geodetic Survey in April 1999..
 FD0672
 FD0672.The orthometric height was determined by differential leveling
 FD0672.and adjusted by the National Geodetic Survey in June 1991..
 FD0672.WARNING-Repeat measurements at this control monument indicate possible
 FD0672.vertical movement.
 FD0672
 FD0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0672
 FD0672.The geoid height was determined by GEOID03.
 FD0672
 FD0672.The dynamic height is computed by dividing the NAVD 88
 FD0672.geopotential number by the normal gravity value computed on the
 FD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0672.degrees latitude (g = 980.6199 gals.).
 FD0672
 FD0672.The modeled gravity was interpolated from observed gravity values.
 FD0672
 FD0672;                    North         East     Units Scale Factor Converg.
 FD0672;SPC TN       -   180,834.581   524,140.893   MT  0.99995082   -0 29 32.4
 FD0672;SPC TN       -   593,288.12  1,719,618.91   sFT  0.99995082   -0 29 32.4
 FD0672;UTM  16      - 3,979,554.895   514,339.373   MT  0.99960253   +0 05 36.2
 FD0672
 FD0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0672!SPC TN       -   0.99996812  x   0.99995082  =   0.99991895
 FD0672!UTM  16      -   0.99996812  x   0.99960253  =   0.99957067
 FD0672
 FD0672|---------------------------------------------------------------------|
 FD0672| PID    Reference Object                     Distance      Geod. Az  |
 FD0672|                                                           dddmmss.s |
 FD0672| CG4871 BREAK RM 1                           18.265 METERS 02823     |
 FD0672| CG4872 BREAK RM 2                           10.548 METERS 20514     |
 FD0672| CG4870 BREAK AZ MK                                        2140606.5 |
 FD0672|---------------------------------------------------------------------|
 FD0672
 FD0672                          SUPERSEDED SURVEY CONTROL
 FD0672
 FD0672  NAD 83(1995)-  35 57 37.01963(N)    086 50 27.52581(W) AD(       ) 2
 FD0672  NAD 83(1986)-  35 57 37.02764(N)    086 50 27.52714(W) AD(       ) 2
 FD0672  NAD 27      -  35 57 36.79890(N)    086 50 27.51670(W) AD(       ) 2
 FD0672  NGVD 29 (??/??/??)  231.89   (m)          760.8    (f) RESET       3  
 FD0672
 FD0672.Superseded values are not recommended for survey control.
 FD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0672.See file dsdata.txt to determine how the superseded data were derived.
 FD0672
 FD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1433979555(NAD 83)
 FD0672_MARKER: DD = SURVEY DISK
 FD0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0672_STAMPING: BREAK 1963
 FD0672_MARK LOGO: TNHD  
 FD0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0672+STABILITY: SURFACE MOTION
 FD0672
 FD0672  HISTORY     - Date     Condition        Report By
 FD0672  HISTORY     - 1963     MONUMENTED       TNHD
 FD0672  HISTORY     - 1963     GOOD             TNHD
 FD0672  HISTORY     - 1984     GOOD             NGS
 FD0672
 FD0672                          STATION DESCRIPTION
 FD0672
 FD0672'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0672'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF FRANKLIN.
 FD0672'
 FD0672'TO REACH THE STATION FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST
 FD0672'SECTION OF FRANKLIN, GO
 FD0672'NORTHEAST ON U S HIGHWAY 31 FOR 2.6 MILES TO THE AZIMUTH
 FD0672'MARK ON THE LEFT, CONTINUE FOR
 FD0672'0.2 MILE TO THE STATION ON THE RIGHT.
 FD0672'
 FD0672'THE STATION IS 27 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0672'31, 22 FEET NORTH OF THE
 FD0672'APPROXIMATE CENTER OF LEON V CARROLLS DRIVEWAY, 3
 FD0672'FEET WEST OF A WIRE FENCE AND 2.3
 FD0672'FEET WEST OF A WITNESS POST.  THE
 FD0672'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD0672'HIGHWAY
 FD0672'DEPARTMENT DISKS AND ARE STAMPED BREAK 1963.  THE UNDERGROUND MARK IS
 FD0672'ABOUT 30 INCHES
 FD0672'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0672'10-INCH SQUARE, FLUSH, CONCRETE
 FD0672'MONUMENT.
 FD0672'
 FD0672'REFERENCE MARK NO 1 IS 44 FEET SOUTHEAST OF POWER POLE NO 7410, 29
 FD0672'FEET EAST OF THE
 FD0672'APPROXIMATE CENTER OF U S HIGHWAY 31 AND 2 FEET SOUTHWEST OF A
 FD0672'FENCE CORNER.  IT IS A
 FD0672'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0672'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0672'MONUMENT AND THE DISK IS STAMPED
 FD0672'BREAK RM-1 1963.
 FD0672'
 FD0672'REFERENCE MARK NO 2 IS 29 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0672'HIGHWAY 31, 13
 FD0672'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY OF
 FD0672'LEON V CARROLL, 11 FEET SOUTHWEST
 FD0672'OF A GATE POST AND 7 FEET NORTHWEST
 FD0672'OF A UTILITY POLE.  IT IS A STANDARD TENNESSEE
 FD0672'HIGHWAY DEPARTMENT
 FD0672'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD0672'DISK IS STAMPED
 FD0672'BREAK RM-2 1963.
 FD0672'
 FD0672'THE AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD0672'CLINT COOKS DRIVEWAY, 30
 FD0672'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0672'31, 2.1 FEET NORTH OF A WITNESS
 FD0672'POST AND 2 FEET NORTH OF TELEPHONE
 FD0672'POLE NO 6.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0672'DISK SET IN A 10-INCH
 FD0672'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BREAK
 FD0672'AZI 1963.
 FD0672'
 FD0672'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 FD0672
 FD0672                          STATION RECOVERY (1963)
 FD0672
 FD0672'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0672'3 MI NE FROM FRANKLIN.
 FD0672'FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST SECTION OF FRANKLIN
 FD0672'GO NORTHEAST ON U.S. HIGHWAY 31 FOR 2.8 MILES TO THE STATION ON
 FD0672'THE RIGHT.  IT IS 27 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FD0672'31, 22 FEET NORTH OF THE CENTER LINE OF LEON V. CARROLLS DRIVEWAY,
 FD0672'3 FEET WEST OF A WIRE FENCE AND 2.3 FEET WEST OF A WITNESS POST.
 FD0672'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0672
 FD0672                          STATION RECOVERY (1984)
 FD0672
 FD0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0672'RECOVERED IN GOOD CONDITION.  NOTE, WIRE FENCE IS GONE AND A NEW
 FD0672'ENTRANCE HAS BEEN CONSTRUCTED AND NOW LEADS TO MR. MORRIS SOUTHHALLS
 FD0672'RESIDENCE.  NO WITNESS POST AT STATION SITE DUE TO LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0670 ***********************************************************************
 FD0670  DESIGNATION -  BREAK AZ MK
 FD0670  PID         -  FD0670
 FD0670  STATE/COUNTY-  TN/WILLIAMSON
 FD0670  USGS QUAD   -  FRANKLIN (1981)
 FD0670
 FD0670                         *CURRENT SURVEY CONTROL
 FD0670  ___________________________________________________________________
 FD0670* NAD 83(1986)-  35 57 27.     (N)    086 50 36.     (W)     SCALED    
 FD0670* NAVD 88     -       227.431  (meters)     746.16   (feet)  ADJUSTED  
 FD0670  ___________________________________________________________________
 FD0670  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0670  DYNAMIC HT  -         227.232 (meters)     745.51  (feet)  COMP
 FD0670  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0670
 FD0670  VERT ORDER  -  SECOND    CLASS 0
 FD0670
 FD0670.The horizontal coordinates were scaled from a topographic map and have
 FD0670.an estimated accuracy of +/- 6 seconds.
 FD0670
 FD0670.The orthometric height was determined by differential leveling
 FD0670.and adjusted by the National Geodetic Survey in June 1991..
 FD0670
 FD0670.The geoid height was determined by GEOID03.
 FD0670
 FD0670.The dynamic height is computed by dividing the NAVD 88
 FD0670.geopotential number by the normal gravity value computed on the
 FD0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0670.degrees latitude (g = 980.6199 gals.).
 FD0670
 FD0670.The modeled gravity was interpolated from observed gravity values.
 FD0670
 FD0670;                    North         East    Units  Estimated Accuracy
 FD0670;SPC TN       -   180,530.      523,930.      MT  (+/- 180 meters Scaled)
 FD0670
 FD0670                          SUPERSEDED SURVEY CONTROL
 FD0670
 FD0670  NGVD 29 (??/??/??)  227.42   (m)          746.1    (f) RESET       3  
 FD0670
 FD0670.Superseded values are not recommended for survey control.
 FD0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0670.See file dsdata.txt to determine how the superseded data were derived.
 FD0670
 FD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE141792(NAD 83)
 FD0670_MARKER: DD = SURVEY DISK
 FD0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0670_STAMPING: BREAK AZI 1963
 FD0670_MARK LOGO: TNHD  
 FD0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0670+STABILITY: SURFACE MOTION
 FD0670
 FD0670  HISTORY     - Date     Condition        Report By
 FD0670  HISTORY     - 1963     MONUMENTED       TNHD
 FD0670  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0670
 FD0670                          STATION DESCRIPTION
 FD0670
 FD0670'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0670'2.6 MI NE FROM FRANKLIN.
 FD0670'FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST SECTION OF
 FD0670'FRANKLIN, GO NORTHEAST ON U.S. HIGHWAY 31 FOR 2.6 MILES TO THE
 FD0670'AZIMUTH ON THE LEFT.  IT IS 63 FEET SOUTHWEST OF THE CENTER LINE
 FD0670'OF CLINT COOKS DRIVEWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF
 FD0670'U.S. HIGHWAY 31, 2.1 FEET NORTH OF A WITNESS POST AND 2 FEET
 FD0670'NORTH OF TELEPHONE POLE NO. 6.  IT IS SET IN A 10-INCH SQUARE,
 FD0670'FLUSH, CONCRETE MONUMENT.
 FD0670
 FD0670                          STATION RECOVERY (1984)
 FD0670
 FD0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0670'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0673 ***********************************************************************
 FD0673  DESIGNATION -  BREAK RM 1
 FD0673  PID         -  FD0673
 FD0673  STATE/COUNTY-  TN/WILLIAMSON
 FD0673  USGS QUAD   -  FRANKLIN (1981)
 FD0673
 FD0673                         *CURRENT SURVEY CONTROL
 FD0673  ___________________________________________________________________
 FD0673* NAD 83(1986)-  35 57 36.     (N)    086 50 25.     (W)     SCALED    
 FD0673* NAVD 88     -       232.274  (meters)     762.05   (feet)  ADJUSTED  
 FD0673  ___________________________________________________________________
 FD0673  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0673  DYNAMIC HT  -         232.071 (meters)     761.39  (feet)  COMP
 FD0673  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0673
 FD0673  VERT ORDER  -  FIRST     CLASS II
 FD0673
 FD0673.The horizontal coordinates were scaled from a topographic map and have
 FD0673.an estimated accuracy of +/- 6 seconds.
 FD0673
 FD0673.The orthometric height was determined by differential leveling
 FD0673.and adjusted by the National Geodetic Survey in June 1991..
 FD0673
 FD0673.The geoid height was determined by GEOID03.
 FD0673
 FD0673.The dynamic height is computed by dividing the NAVD 88
 FD0673.geopotential number by the normal gravity value computed on the
 FD0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0673.degrees latitude (g = 980.6199 gals.).
 FD0673
 FD0673.The modeled gravity was interpolated from observed gravity values.
 FD0673
 FD0673;                    North         East    Units  Estimated Accuracy
 FD0673;SPC TN       -   180,800.      524,200.      MT  (+/- 180 meters Scaled)
 FD0673
 FD0673                          SUPERSEDED SURVEY CONTROL
 FD0673
 FD0673  NGVD 29 (??/??/??)  232.26   (m)          762.0    (f) RESET       3  
 FD0673
 FD0673.Superseded values are not recommended for survey control.
 FD0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0673.See file dsdata.txt to determine how the superseded data were derived.
 FD0673
 FD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE144795(NAD 83)
 FD0673_MARKER: DD = SURVEY DISK
 FD0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0673_STAMPING: BREAK RM 1 1963
 FD0673_MARK LOGO: TNHD  
 FD0673_PROJECTION: FLUSH
 FD0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0673+STABILITY: SURFACE MOTION
 FD0673
 FD0673  HISTORY     - Date     Condition        Report By
 FD0673  HISTORY     - 1963     MONUMENTED       TNHD
 FD0673  HISTORY     - 1984     GOOD             NGS
 FD0673
 FD0673                          STATION DESCRIPTION
 FD0673
 FD0673'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0673'3 MI NE FROM FRANKLIN.
 FD0673'THE MARK IS LOCATED AT THE BREAK 1963 STATION SITE, 44 FEET
 FD0673'SOUTHEAST OF A POWER POLE NO. 7410, 29 FEET EAST OF THE CENTER
 FD0673'LINE OF U.S. HIGHWAY 31 AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 FD0673'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0673
 FD0673                          STATION RECOVERY (1984)
 FD0673
 FD0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0673'RECOVERED IN GOOD CONDITION.  NOTE, 0.61 METERS (2.0 FT)
 FD0673'SOUTH-SOUTHWEST OF AN EAST-WEST FENCE LINE CORNER FENCE POST.
 FD0673'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0671 ***********************************************************************
 FD0671  DESIGNATION -  BREAK RM 2
 FD0671  PID         -  FD0671
 FD0671  STATE/COUNTY-  TN/WILLIAMSON
 FD0671  USGS QUAD   -  FRANKLIN (1981)
 FD0671
 FD0671                         *CURRENT SURVEY CONTROL
 FD0671  ___________________________________________________________________
 FD0671* NAD 83(1986)-  35 57 37.     (N)    086 50 28.     (W)     SCALED    
 FD0671* NAVD 88     -       231.558  (meters)     759.70   (feet)  ADJUSTED  
 FD0671  ___________________________________________________________________
 FD0671  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0671  DYNAMIC HT  -         231.355 (meters)     759.04  (feet)  COMP
 FD0671  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 FD0671
 FD0671  VERT ORDER  -  SECOND    CLASS 0
 FD0671
 FD0671.The horizontal coordinates were scaled from a topographic map and have
 FD0671.an estimated accuracy of +/- 6 seconds.
 FD0671
 FD0671.The orthometric height was determined by differential leveling
 FD0671.and adjusted by the National Geodetic Survey in June 1991..
 FD0671
 FD0671.The geoid height was determined by GEOID03.
 FD0671
 FD0671.The dynamic height is computed by dividing the NAVD 88
 FD0671.geopotential number by the normal gravity value computed on the
 FD0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0671.degrees latitude (g = 980.6199 gals.).
 FD0671
 FD0671.The modeled gravity was interpolated from observed gravity values.
 FD0671
 FD0671;                    North         East    Units  Estimated Accuracy
 FD0671;SPC TN       -   180,830.      524,130.      MT  (+/- 180 meters Scaled)
 FD0671
 FD0671                          SUPERSEDED SURVEY CONTROL
 FD0671
 FD0671  NGVD 29 (??/??/??)  231.55   (m)          759.7    (f) RESET       3  
 FD0671
 FD0671.Superseded values are not recommended for survey control.
 FD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0671.See file dsdata.txt to determine how the superseded data were derived.
 FD0671
 FD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE143795(NAD 83)
 FD0671_MARKER: DD = SURVEY DISK
 FD0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0671_STAMPING: BREAK RM 2 1963
 FD0671_MARK LOGO: TNHD  
 FD0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0671+STABILITY: SURFACE MOTION
 FD0671
 FD0671  HISTORY     - Date     Condition        Report By
 FD0671  HISTORY     - 1963     MONUMENTED       TNHD
 FD0671  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0671
 FD0671                          STATION DESCRIPTION
 FD0671
 FD0671'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0671'3 MI NE FROM FRANKLIN.
 FD0671'THE MARK IS LOCATED AT THE BREAK 1963 STATION SITE, 29 FEET
 FD0671'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 13 FEET SOUTH OF THE
 FD0671'CENTER LINE OF A DRIVEWAY OF LEON V. CARROLL, 11 FEET SOUTHWEST
 FD0671'OF A GATE POST AND 7 FEET NORTHWEST OF A UTILITY POLE.  IT IS
 FD0671'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0671
 FD0671                          STATION RECOVERY (1984)
 FD0671
 FD0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0671'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2310 ***********************************************************************
 GC2310  DESIGNATION -  BRENTWOOD
 GC2310  PID         -  GC2310
 GC2310  STATE/COUNTY-  TN/DAVIDSON
 GC2310  USGS QUAD   -  OAK HILL (1968)
 GC2310
 GC2310                         *CURRENT SURVEY CONTROL
 GC2310  ___________________________________________________________________
 GC2310* NAD 83(1995)-  36 02 15.06236(N)    086 46 49.57879(W)     ADJUSTED  
 GC2310* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 GC2310  ___________________________________________________________________
 GC2310  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC2310  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2310
 GC2310  HORZ ORDER  -  SECOND
 GC2310
 GC2310.The horizontal coordinates were established by classical geodetic methods
 GC2310.and adjusted by the National Geodetic Survey in April 1999..
 GC2310
 GC2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2310
 GC2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2310
 GC2310.The geoid height was determined by GEOID03.
 GC2310
 GC2310;                    North         East     Units Scale Factor Converg.
 GC2310;SPC TN       -   189,358.569   529,670.059   MT  0.99995468   -0 27 24.8
 GC2310;SPC TN       -   621,253.91  1,737,759.19   sFT  0.99995468   -0 27 24.8
 GC2310;UTM  16      - 3,988,131.982   519,779.189   MT  0.99960482   +0 07 45.0
 GC2310
 GC2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2310!SPC TN       -   0.99995849  x   0.99995468  =   0.99991317
 GC2310!UTM  16      -   0.99995849  x   0.99960482  =   0.99956333
 GC2310
 GC2310:                Primary Azimuth Mark                     Grid Az
 GC2310:SPC TN       -  HAILEY AZ MK                             015 36 15.8
 GC2310:UTM  16      -  HAILEY AZ MK                             015 01 06.0
 GC2310
 GC2310|---------------------------------------------------------------------|
 GC2310| PID    Reference Object                     Distance      Geod. Az  |
 GC2310|                                                           dddmmss.s |
 GC2310| GC0675 HAILEY AZ MK                        APPROX. 2.0 KM 0150851.0 |
 GC2310| GC2312 BRENTWOOD 2                           9.149 METERS 18037     |
 GC2310| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 4.5 KM 1920722.6 |
 GC2310| GC0682 SMYRNA                              APPROX. 1.9 KM 1920951.7 |
 GC2310| GC2313 BRENTWOOD RM 1                       17.331 METERS 22621     |
 GC2310| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX. 4.6 KM 2833939.0 |
 GC2310| GC0677 BRENTWOOD AZ MK                     453.212 METERS 2960347.9 |
 GC2310| GC2311 2436                                  6.114 METERS 31521     |
 GC2310|---------------------------------------------------------------------|
 GC2310
 GC2310                          SUPERSEDED SURVEY CONTROL
 GC2310
 GC2310  NAD 83(1995)-  36 02 15.06495(N)    086 46 49.58044(W) AD(       ) 2
 GC2310  NAD 83(1995)-  36 02 15.06572(N)    086 46 49.58003(W) AD(       ) 2
 GC2310  NAD 83(1986)-  36 02 15.07283(N)    086 46 49.58163(W) AD(       ) 2
 GC2310  NAD 27      -  36 02 14.85380(N)    086 46 49.58220(W) AD(       ) 2
 GC2310  NGVD 29 (07/19/86)  293.5    (m)          963.     (f) VERT ANG       
 GC2310
 GC2310.Superseded values are not recommended for survey control.
 GC2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2310.See file dsdata.txt to determine how the superseded data were derived.
 GC2310
 GC2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1977988132(NAD 83)
 GC2310_MARKER: DE = TRAVERSE STATION DISK
 GC2310_SETTING: 66 = SET IN ROCK OUTCROP
 GC2310_SP_SET: SET IN BEDROCK
 GC2310_MARK LOGO: CGS   
 GC2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2310+STABILITY: POSITION/ELEVATION WELL
 GC2310
 GC2310  HISTORY     - Date     Condition        Report By
 GC2310  HISTORY     - 1960     MONUMENTED       CGS
 GC2310  HISTORY     - 1963     GOOD             CGS
 GC2310  HISTORY     - 1977     GOOD             NGS
 GC2310
 GC2310                          STATION DESCRIPTION
 GC2310
 GC2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 GC2310'THE STATION IS ON THE SUMMIT OF A HEAVILY WOODED HILL, LOCATED ABOUT
 GC2310'8.5 MILES SOUTH OF NASHVILLE, 0.4 MILE EAST OF THE POST OFFICE
 GC2310'IN BRENTWOOD, 0.3 MILE SOUTHEAST OF U.S. HIGHWAY 31, AND ON THE
 GC2310'PROPERTY OF IDA B. BRADFORD.
 GC2310'
 GC2310'TO REACH THE STATION FROM THE POST OFFICE IN BRENTWOOD, GO NORTH ON
 GC2310'U.S. HIGHWAY 31 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 GC2310'EAST, CROSSING A BRIDGE, THEN RIGHT, SOUTH, ON WILSON PK. FOR 0.15
 GC2310'MILE TO A SIDE ROAD LEFT. TURN LEFT, EAST, THEN SOUTH ON A PAVED
 GC2310'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT, EAST, ON A DIRT
 GC2310'ROAD AND GO 0.2 MILE TO A HOUSE ON THE RIGHT AND THE END OF
 GC2310'TRUCK TRAVEL. THE STATION IS ON THE SUMMIT OF THE HILL TO THE NORTH
 GC2310'AND IS ABOUT A 5 MINUTE PACK FROM THIS POINT. WITH A 4-WHEEL DRIVE
 GC2310'VEHICLE, CONTINUE EAST TO A WIRE FENCE, CROSS THE FENCE THEN
 GC2310'TURN SHARP LEFT, NORTH, AND GO UP THE HILL THROUGH THE WOODS TO THE
 GC2310'HIGHEST POINT AND THE STATION AS DESCRIBED.
 GC2310'
 GC2310'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED BRENTWOOD 1960, IS
 GC2310'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 8 INCHES BELOW THE
 GC2310'SURFACE. IT IS 30 FEET NORTH OF AN EAST-WEST FENCE AND 2.5 FEET NORTH
 GC2310'OF A METAL WITNESS POST AND CAIRN
 GC2310'
 GC2310'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRENTWOOD NO. 1 1960,
 GC2310'IS SECURED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS ABOUT
 GC2310'12 INCHES. IT IS 14 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 GC2310'
 GC2310'2436 (TENN. GEOD. S.) IS A COAST AND GEODETIC AND STATE SURVEY DISK
 GC2310'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GC2310'ABOUT 4 INCHES AND IS STAMPED 2436.
 GC2310'
 GC2310'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRENTWOOD 1960, IS SET IN
 GC2310'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH. IT IS
 GC2310'44 FEET NORTH OF A POWERLINE POLE WITH A SMALL TRIANGLE BLAZE, 23
 GC2310'FEET WEST OF THE CENTER OF WILSON PK.  AND 2 FEET SOUTHEAST OF A
 GC2310'WITNESS SIGN.
 GC2310'
 GC2310'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BRENTWOOD, GO NORTH
 GC2310'ON U.S. HIGHWAY 31 FOR 0.1 MILE TO A SIDE ROAD RIGHT. TURN RIGHT,
 GC2310'EAST, CROSSING A BRIDGE, THEN LEFT, NORTH, ON WILSON PK. FOR 0.1 MILE
 GC2310'TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2310'
 GC2310'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GC2310'
 GC2310'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2310
 GC2310                          STATION RECOVERY (1963)
 GC2310
 GC2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 GC2310'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2310'EXCELLENT CONDITION.  THE ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
 GC2310
 GC2310                          STATION RECOVERY (1977)
 GC2310
 GC2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2310'THE STATION MARK, REFERENCE MARK 1 AND 2436 (TENN. GEOD. S) WERE
 GC2310'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND COULD
 GC2310'POSSIBLY HAVE BEEN DESTROYED BY ROAD WORK.  THE ENTIRE HILL WAS
 GC2310'HEAVILY WOODED AND NO AZIMUTH OBJECTS COULD BE SEEN NOR WAS THERE
 GC2310'A SITE FOR A NEW AZIMUTH MARK.  THE STATION MARK AND 2436
 GC2310'(TENN. GEOD. S) WERE IN THE WAY OF CONSTRUCTION OF A WATER TANK
 GC2310'AND WOULD BE DESTROYED BY WORK.  A NEW STATION BRENTWOOD 2 1977
 GC2310'WAS ESTABLISHED AND REFERENCE MARK 1 WAS LEFT INTACT AND USED
 GC2310'AS A REFERENCE MARK FOR THE NEW STATION.  THE DISTANCE TO THE
 GC2310'REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.
 GC2310'
 GC2310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 GC2310'EAST OF BRENTWOOD.
 GC2310'
 GC2310'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2312 ***********************************************************************
 GC2312  DESIGNATION -  BRENTWOOD 2
 GC2312  PID         -  GC2312
 GC2312  STATE/COUNTY-  TN/DAVIDSON
 GC2312  USGS QUAD   -  OAK HILL (1968)
 GC2312
 GC2312                         *CURRENT SURVEY CONTROL
 GC2312  ___________________________________________________________________
 GC2312* NAD 83(1995)-  36 02 14.76556(N)    086 46 49.58276(W)     ADJUSTED  
 GC2312* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GC2312  ___________________________________________________________________
 GC2312  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC2312  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2312
 GC2312  HORZ ORDER  -  THIRD
 GC2312
 GC2312.The horizontal coordinates were established by classical geodetic methods
 GC2312.and adjusted by the National Geodetic Survey in April 1999..
 GC2312.No horizontal observational check was made to the station.
 GC2312
 GC2312.The orthometric height was scaled from a topographic map.
 GC2312
 GC2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2312
 GC2312.The geoid height was determined by GEOID03.
 GC2312
 GC2312;                    North         East     Units Scale Factor Converg.
 GC2312;SPC TN       -   189,349.423   529,669.887   MT  0.99995468   -0 27 24.8
 GC2312;SPC TN       -   621,223.90  1,737,758.62   sFT  0.99995468   -0 27 24.8
 GC2312;UTM  16      - 3,988,122.837   519,779.110   MT  0.99960482   +0 07 45.0
 GC2312
 GC2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2312!SPC TN       -   0.99995841  x   0.99995468  =   0.99991310
 GC2312!UTM  16      -   0.99995841  x   0.99960482  =   0.99956325
 GC2312
 GC2312|---------------------------------------------------------------------|
 GC2312| PID    Reference Object                     Distance      Geod. Az  |
 GC2312|                                                           dddmmss.s |
 GC2312| GC2310 BRENTWOOD                             9.149 METERS 00037     |
 GC2312| CG4874 BRENTWOOD 2 RM 3                      4.828 METERS 13357     |
 GC2312| GC2313 BRENTWOOD RM 1                       12.754 METERS 25715     |
 GC2312|---------------------------------------------------------------------|
 GC2312
 GC2312                          SUPERSEDED SURVEY CONTROL
 GC2312
 GC2312  NAD 83(1995)-  36 02 14.76816(N)    086 46 49.58441(W) AD(       ) 3
 GC2312  NAD 83(1995)-  36 02 14.76896(N)    086 46 49.58372(W) AD(       ) 3
 GC2312  NAD 83(1986)-  36 02 14.77589(N)    086 46 49.58562(W) AD(       ) 3
 GC2312  NAD 27      -  36 02 14.55704(N)    086 46 49.58615(W) AD(       ) 3
 GC2312
 GC2312.Superseded values are not recommended for survey control.
 GC2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2312.See file dsdata.txt to determine how the superseded data were derived.
 GC2312
 GC2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1977988123(NAD 83)
 GC2312_MARKER: A = ALUMINUM MARKER
 GC2312_SETTING: 0 = UNSPECIFIED SETTING
 GC2312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GC2312
 GC2312  HISTORY     - Date     Condition        Report By
 GC2312  HISTORY     - 1977     MONUMENTED       NGS
 GC2312
 GC2312                          STATION DESCRIPTION
 GC2312
 GC2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2312'THE STATION IS LOCATED ON A HIGH WOODED HILL, 11 FEET WEST OF A 16
 GC2312'INCH MAPLE TREE, 2 FEET NORTH OF A WIRE FENCE, 7 FEET NORTH OF A
 GC2312'10 INCH MAPLE TREE, 16 FEET EAST OF THE SOUTHWEST CORNER OF FENCE
 GC2312'AROUND WATER TANK AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 GC2312'STATION MARK IS A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS (NO
 GC2312'UNDERGROUND MARK) PROJECTING 2 INCHES AND STAMPED BRENTWOOD 2
 GC2312'1977.
 GC2312'
 GC2312'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 GC2312'AND OLD HICKORY BLVD. AT BRENTWOOD, GO EAST ON OLD HICKORY BLVD. FOR
 GC2312'0.25 MILE TO THE INTERSECTION OF STONEBROOK DR.  TURN RIGHT AND GO
 GC2312'SOUTHEASTERLY ON STONEBROOK DR. FOR 0.35 MILE TO TOP OF ROAD
 GC2312'GRADE.  FROM THIS POINT PACK NORTHERLY UPHILL FOR ABOUT 0.25 MILE
 GC2312'TO TOP OF HILL AND THE STATION ON THE SOUTH SLOPE.
 GC2312'
 GC2312'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED BRENTWOOD
 GC2312'NO 1 1960, SECURED TO THE TOP OF A 2 INCH METAL PIPE PROJECTING 1
 GC2312'FOOT, 26 FEET WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 GC2312'WATER TANK, 6 FEET WEST OF A 14 INCH MAPLE TREE, 10 FEET SOUTH OF
 GC2312'AN OLD WIRE FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 GC2312'
 GC2312'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2312'MAGNETS, STAMPED BRENTWOOD 2 NO 3 1977, PROJECTING 4 INCHES, 9 FEET
 GC2312'SOUTH OF A 16 INCH MAPLE TREE, 8 FEET NORTHWEST OF A 12 INCH MAPLE
 GC2312'TREE, 8 FEET SOUTH OF AN OLD WIRE FENCE AND 1 FOOT NORTH OF A
 GC2312'METAL WITNESS POST.
 GC2312'
 GC2312'NOTE--NO UNDERGROUND STATION MARK WAS SET AT THIS TIME DUE TO LONG
 GC2312'PACK TO THE STATION SITE--
 GC2312'
 GC2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT U/2 MILE EAST
 GC2312'OF BRENTWOOD.
 GC2312'
 GC2312'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0677 ***********************************************************************
 GC0677  DESIGNATION -  BRENTWOOD AZ MK
 GC0677  PID         -  GC0677
 GC0677  STATE/COUNTY-  TN/DAVIDSON
 GC0677  USGS QUAD   -  OAK HILL (1968)
 GC0677
 GC0677                         *CURRENT SURVEY CONTROL
 GC0677  ___________________________________________________________________
 GC0677* NAD 83(1995)-  36 02 21.52250(N)    086 47 05.84227(W)     ADJUSTED  
 GC0677* NAVD 88     -       226.488  (meters)     743.07   (feet)  ADJUSTED  
 GC0677  ___________________________________________________________________
 GC0677  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC0677  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0677  DYNAMIC HT  -         226.291 (meters)     742.42  (feet)  COMP
 GC0677  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GC0677
 GC0677  HORZ ORDER  -  SECOND
 GC0677  VERT ORDER  -  SECOND    CLASS 0
 GC0677
 GC0677.The horizontal coordinates were established by classical geodetic methods
 GC0677.and adjusted by the National Geodetic Survey in April 1999..
 GC0677
 GC0677.The orthometric height was determined by differential leveling
 GC0677.and adjusted by the National Geodetic Survey in June 1991..
 GC0677
 GC0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0677
 GC0677.The geoid height was determined by GEOID03.
 GC0677
 GC0677.The dynamic height is computed by dividing the NAVD 88
 GC0677.geopotential number by the normal gravity value computed on the
 GC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0677.degrees latitude (g = 980.6199 gals.).
 GC0677
 GC0677.The modeled gravity was interpolated from observed gravity values.
 GC0677
 GC0677;                    North         East     Units Scale Factor Converg.
 GC0677;SPC TN       -   189,560.925   529,264.554   MT  0.99995479   -0 27 34.4
 GC0677;SPC TN       -   621,917.80  1,736,428.79   sFT  0.99995479   -0 27 34.4
 GC0677;UTM  16      - 3,988,330.110   519,371.778   MT  0.99960462   +0 07 35.5
 GC0677
 GC0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0677!SPC TN       -   0.99996901  x   0.99995479  =   0.99992380
 GC0677!UTM  16      -   0.99996901  x   0.99960462  =   0.99957364
 GC0677
 GC0677                          SUPERSEDED SURVEY CONTROL
 GC0677
 GC0677  NAD 83(1995)-  36 02 21.52508(N)    086 47 05.84394(W) AD(       ) 2
 GC0677  NAD 83(1995)-  36 02 21.52586(N)    086 47 05.84352(W) AD(       ) 2
 GC0677  NAD 83(1986)-  36 02 21.53295(N)    086 47 05.84505(W) AD(       ) 2
 GC0677  NAD 27      -  36 02 21.31400(N)    086 47 05.84520(W) AD(       ) 2
 GC0677  NGVD 29 (??/??/92)  226.497  (m)          743.10   (f) ADJ UNCH    2 0
 GC0677
 GC0677.Superseded values are not recommended for survey control.
 GC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0677.See file dsdata.txt to determine how the superseded data were derived.
 GC0677
 GC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1937288330(NAD 83)
 GC0677_MARKER: DZ = AZIMUTH MARK DISK
 GC0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0677_STAMPING: BRENTWOOD 1960
 GC0677_MARK LOGO: CGS   
 GC0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0677+STABILITY: SURFACE MOTION
 GC0677
 GC0677  HISTORY     - Date     Condition        Report By
 GC0677  HISTORY     - 1960     MONUMENTED       CGS
 GC0677
 GC0677                          STATION DESCRIPTION
 GC0677
 GC0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0677'0.2 MI N FROM BRENTWOOD.
 GC0677'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0677'HIGHWAY 31, THEN 0.15 MILE NORTH ON WILSON PIKE ROAD.  44 FT.
 GC0677'NORTH OF A POWER LINE POLE WITH A SMALL TRIANGLE BLAZE, 23 FT.
 GC0677'WEST OF THE CENTER OF WILSON PIKE ROAD, AND 2 FT. SOUTHEAST
 GC0677'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0677'POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 GC0677'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1466 ***********************************************************************
 FD1466  DESIGNATION -  BRICK
 FD1466  PID         -  FD1466
 FD1466  STATE/COUNTY-  TN/GILES
 FD1466  USGS QUAD   -  BRICK CHURCH (1981)
 FD1466
 FD1466                         *CURRENT SURVEY CONTROL
 FD1466  ___________________________________________________________________
 FD1466* NAD 83(1995)-  35 16 36.91983(N)    086 53 02.86879(W)     ADJUSTED  
 FD1466* NAVD 88     -       324.8    (meters)    1066.     (feet)  VERTCON   
 FD1466  ___________________________________________________________________
 FD1466  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FD1466  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD1466
 FD1466  HORZ ORDER  -  SECOND
 FD1466
 FD1466.The horizontal coordinates were established by classical geodetic methods
 FD1466.and adjusted by the National Geodetic Survey in April 1999..
 FD1466
 FD1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1466
 FD1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1466
 FD1466.The geoid height was determined by GEOID03.
 FD1466
 FD1466;                    North         East     Units Scale Factor Converg.
 FD1466;SPC TN       -   105,054.758   519,563.697   MT  0.99999536   -0 31 03.4
 FD1466;SPC TN       -   344,667.15  1,704,601.90   sFT  0.99999536   -0 31 03.4
 FD1466;UTM  16      - 3,903,759.537   510,537.566   MT  0.99960137   +0 04 00.9
 FD1466
 FD1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1466!SPC TN       -   0.99995336  x   0.99999536  =   0.99994872
 FD1466!UTM  16      -   0.99995336  x   0.99960137  =   0.99955475
 FD1466
 FD1466|---------------------------------------------------------------------|
 FD1466| PID    Reference Object                     Distance      Geod. Az  |
 FD1466|                                                           dddmmss.s |
 FD1466| CG4876 BRICK RM 1                           20.090 METERS 03716     |
 FD1466| CG4875 BRICK AZ MK                                        1461834.0 |
 FD1466| CG4877 BRICK RM 2                           21.656 METERS 16243     |
 FD1466|---------------------------------------------------------------------|
 FD1466
 FD1466                          SUPERSEDED SURVEY CONTROL
 FD1466
 FD1466  NAD 83(1995)-  35 16 36.92222(N)    086 53 02.86903(W) AD(       ) 2
 FD1466  NAD 83(1995)-  35 16 36.92496(N)    086 53 02.87104(W) AD(       ) 2
 FD1466  NAD 83(1986)-  35 16 36.92931(N)    086 53 02.86971(W) AD(       ) 2
 FD1466  NAD 27      -  35 16 36.64840(N)    086 53 02.86030(W) AD(       ) 2
 FD1466  NGVD 29 (07/19/86)  324.8    (m)         1066.     (f) VERT ANG       
 FD1466
 FD1466.Superseded values are not recommended for survey control.
 FD1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1466.See file dsdata.txt to determine how the superseded data were derived.
 FD1466
 FD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1053803760(NAD 83)
 FD1466_MARKER: DE = TRAVERSE STATION DISK
 FD1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1466
 FD1466  HISTORY     - Date     Condition        Report By
 FD1466  HISTORY     - 1960     MONUMENTED       CGS
 FD1466
 FD1466                          STATION DESCRIPTION
 FD1466
 FD1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1466'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF PULASKI, 1.5 MILES
 FD1466'SOUTHEAST OF BRICK CHURCH
 FD1466'AND ON THE WEST END OF AN EAST-WEST RIDGE.  THE
 FD1466'PROPERTY IS OWNED BY MR WILLIAM
 FD1466'FOX.
 FD1466'
 FD1466'TO REACH THE STATION FROM THE COURTHOUSE IN PULASKI, GO NORTH ON U S
 FD1466'HIGHWAY 31 FOR 0.4 MILE TO U
 FD1466'S HIGHWAY 31A ON THE RIGHT, TURN RIGHT, NORTHEAST
 FD1466'FOR 9.1 MILES TO A CROSSROADS IN THE
 FD1466'VILLAGE OF BRICK CHURCH, TURN
 FD1466'SHARP RIGHT, SOUTHWEST, FOR 0.25 MILE TO FORKS AND A
 FD1466'CHURCH ON THE
 FD1466'RIGHT, TAKE THE LEFT FORK, SOUTH, FOR 0.45 MILE TO FORKS, TAKE THE
 FD1466'LEFT FORK,
 FD1466'SOUTHEAST, FOR 1.2 MILES TO MR WILLIAM FOX HOME ON THE
 FD1466'LEFT, CONTINUE EAST FOR 0.1
 FD1466'MILE TO A WOODEN GATE ON THE LEFT AND THE
 FD1466'END OF TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT
 FD1466'0.2 MILE TO THE
 FD1466'STATION.
 FD1466'
 FD1466'STATION MARK IS 2.2 FEET EAST OF THE WITNESS SIGN.  THE MARK IS A
 FD1466'STANDARD TRAVERSE DISK
 FD1466'SET IN THE TOP OF A CONCRETE POST, SET FLUSH AND IS
 FD1466'STAMPED BRICK 1960.
 FD1466'
 FD1466'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD1466'POST, SET FLUSH AND IS
 FD1466'STAMPED BRICK NO 1 1960.
 FD1466'
 FD1466'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD1466'POST, SET FLUSH AND IS
 FD1466'STAMPED BRICK NO 2 1960.
 FD1466'
 FD1466'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.9
 FD1466'FEET EAST OF THE WITNESS
 FD1466'SIGN AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK IS
 FD1466'A STANDARD DISK SET IN THE TOP OF
 FD1466'A CONCRETE POST, PROJECTS 2 INCHES
 FD1466'AND IS STAMPED BRICK 1960.
 FD1466'
 FD1466'TO REACH THE AZIMUTH MARK FROM THE WOODEN GATE AT THE END OF TRUCK
 FD1466'TRAVEL FOR THE STATION,
 FD1466'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FD1466'MARK ON THE LEFT.
 FD1466'
 FD1466'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2639 ***********************************************************************
 FE2639  DESIGNATION -  BRIDE
 FE2639  PID         -  FE2639
 FE2639  STATE/COUNTY-  TN/TIPTON
 FE2639  USGS QUAD   -  COVINGTON (1983)
 FE2639
 FE2639                         *CURRENT SURVEY CONTROL
 FE2639  ___________________________________________________________________
 FE2639* NAD 83(1995)-  35 36 06.95378(N)    089 42 09.01501(W)     ADJUSTED  
 FE2639* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 FE2639  ___________________________________________________________________
 FE2639  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2639  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2639
 FE2639  HORZ ORDER  -  SECOND
 FE2639
 FE2639.The horizontal coordinates were established by classical geodetic methods
 FE2639.and adjusted by the National Geodetic Survey in April 1999..
 FE2639
 FE2639.The orthometric height was scaled from a topographic map.
 FE2639
 FE2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2639
 FE2639.The geoid height was determined by GEOID03.
 FE2639
 FE2639;                    North         East     Units Scale Factor Converg.
 FE2639;SPC TN       -   147,095.066   264,593.563   MT  0.99995656   -2 10 03.3
 FE2639;SPC TN       -   482,594.40    868,087.38   sFT  0.99995656   -2 10 03.3
 FE2639;UTM  16      - 3,943,160.959   255,182.055   MT  1.00033865   -1 34 26.6
 FE2639
 FE2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2639!SPC TN       -   0.99998277  x   0.99995656  =   0.99993933
 FE2639!UTM  16      -   0.99998277  x   1.00033865  =   1.00032141
 FE2639
 FE2639|---------------------------------------------------------------------|
 FE2639| PID    Reference Object                     Distance      Geod. Az  |
 FE2639|                                                           dddmmss.s |
 FE2639| CG3294 BRIDE RM 1                           34.543 METERS 09212     |
 FE2639| FE2644 COVINGTON RAD STA WKBL MAST         APPROX. 6.0 KM 1055147.1 |
 FE2639| CG3293 BRIDE AZ MK                                        1193050.8 |
 FE2639| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 6.6 KM 1205408.6 |
 FE2639| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX. 7.0 KM 1261833.0 |
 FE2639| FE2643 COVINGTON MUNICIPAL TANK            APPROX. 6.5 KM 1285423.9 |
 FE2639| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX. 7.8 KM 1394340.9 |
 FE2639| CG3296 BRIDE RM 3                           13.165 METERS 15532     |
 FE2639| CG3295 BRIDE RM 2                           25.598 METERS 23813     |
 FE2639| FE2646 FORT PILLOW STATE FARM TANK         APPROX. 7.6 KM 3315141.2 |
 FE2639|---------------------------------------------------------------------|
 FE2639
 FE2639                          SUPERSEDED SURVEY CONTROL
 FE2639
 FE2639  NAD 83(1995)-  35 36 06.96222(N)    089 42 09.01642(W) AD(       ) 2
 FE2639  NAD 83(1986)-  35 36 06.96558(N)    089 42 09.01618(W) AD(       ) 2
 FE2639  NAD 27      -  35 36 06.67560(N)    089 42 08.73140(W) AD(       ) 2
 FE2639
 FE2639.Superseded values are not recommended for survey control.
 FE2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2639.See file dsdata.txt to determine how the superseded data were derived.
 FE2639
 FE2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5518243161(NAD 83)
 FE2639_MARKER: DS = TRIANGULATION STATION DISK
 FE2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2639
 FE2639  HISTORY     - Date     Condition        Report By
 FE2639  HISTORY     - 1958     MONUMENTED       CGS
 FE2639  HISTORY     - 1971     GOOD             NGS
 FE2639
 FE2639                          STATION DESCRIPTION
 FE2639
 FE2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2639'THE STATION IS ABOUT 8 MILES NORTH OF BRIGHTON, ABOUT 4 MILES
 FE2639'NORTHWEST OF COVINGTON AND IN THE SOUTHWEST CORNER OF A FIELD
 FE2639'OWNED BY MR. JOHN MYRES.  IT IS 141 FEET EAST OF THE INTERSECTION OF
 FE2639'A GRAVELED ROAD AND A DRIVEWAY, 112 FEET N OF THE CENTERLINE OF
 FE2639'THE GRAVELED ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 FE2639'AND 8 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE2639'AND THE DISK IS STAMPED BRIDE 1958.
 FE2639'
 FE2639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2639'HIGHWAY 59 IN COVINGTON, GO WEST ON HIGHWAY 59 FOR 0.45 MILE TO A
 FE2639'SIDE STREET RIGHT.  TURN RIGHT ON SHELTON STREET AND GO NORTH FOR
 FE2639'0.35 MILE TO A T STREET.  TURN LEFT AND GO WEST ON MURPHY AVENUE FOR
 FE2639'2.4 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.95
 FE2639'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH
 FE2639'AND WEST ON THE GRAVELED ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT
 FE2639'AND THE STATION AS DESCRIBED.
 FE2639'
 FE2639'REFERENCE MARK 1 IS 102 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 FE2639'HOUSE AND 15 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 FE2639'MONUMENT IS FLUSH AND THE DISK IS STAMPED BRIDE NO 1 1958.
 FE2639'
 FE2639'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 FE2639'AND SET AT THE SOUTH WEST EDGE OF AN OLD CEMETERY.  THE MONUMENT
 FE2639'PROJECTS 2 INCHES AND THE DISK IS STAMPED BRIDE NO 2 1958.
 FE2639'
 FE2639'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2639'ROAD AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2639'FLUSH AND THE DISK IS STAMPED BRIDE 1958.
 FE2639'
 FE2639'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2639
 FE2639                          STATION RECOVERY (1971)
 FE2639
 FE2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FE2639'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2639'RECOVERED IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE
 FE2639'MARK NO. 1 HAD BEEN DESTROYED BY GRADING OPERATIONS FOR A HOME SITE
 FE2639'AND WAS AT A NEARBY FARM HOUSE AND THE DISK WAS RECOVERED.  A NEW
 FE2639'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE STATION WAS THEN OCCUPIED
 FE2639'AND ALL HORIZONTAL ANGLES OBSERVED.  IN CHECKING THE ANGLES
 FE2639'OBSERVED THIS DATE BETWEEN THE AZIMUTH MARK AND COVINGTON, FEDERAL
 FE2639'COMPRESS AND WAREHOUSE CO. NORTH WATER TANK 1958 AND REFERENCE MARK
 FE2639'NO. 2 AGAINST THE 1958 OBSERVATIONS, THE ANGLES CHECKED WELL
 FE2639'WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLE OBSERVATIONS WERE
 FE2639'OBSERVED UPON THE REFERENCE MARKS AND SLOPE MEASUREMENTS MADE, AND
 FE2639'WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY OF MINUS 0.02 OF A FOOT
 FE2639'WAS NOTED FOR REFERENCE MARK NO. 2.
 FE2639'
 FE2639'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2639'
 FE2639'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF BRIGHTON, ABOUT 4 MILES
 FE2639'NORTHWEST OF COVINGTON, AND IN A NARROW WOODED PLOT BETWEEN TWO
 FE2639'FIELDS ON THE PROPERTY OF MRS. JOHN MEYERS.
 FE2639'
 FE2639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2639'ROUTE 59 IN COVINGTON, GO WESTERLY ON STATE ROUTE 59 (LIBERTY AVENUE)
 FE2639'FOR 0.45 OF A MILE TO SHELTON STREET ON THE RIGHT.  HERE TURN RIGHT
 FE2639'ON SHELTON STREET AND GO NORTHERLY FOR 0.4 OF A MILE TO THE T
 FE2639'INTERSECTION OF MURPHY AVENUE.  HERE TURN LEFT AND GO WEST ON A PAVED
 FE2639'ROAD (MURPHY AVENUE TO THE CITY LIMITS) FOR 2.35 MILES TO COUNTY
 FE2639'ROAD R 9754 ON THE RIGHT.  HERE TURN RIGHT ON COUNTY ROAD R 9754 AND
 FE2639'GO NORTHERLY FOR 0.85 OF A MILE TO THE AZIMUTH MARK ON THE
 FE2639'LEFT AS DESCRIBED.  CONTINUE NORTHERLY AND WESTERLY ON COUNTY ROAD
 FE2639'R 9754 FOR 0.8 OF A MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION
 FE2639'ON THE RIGHT IN NARROW STRIP OF WOODS.
 FE2639'
 FE2639'THE STATION IS 114 FEET NNW OF THE APPROXIMATE CENTER OF COUNTY ROAD
 FE2639'R 9754, 78 FEET NE OF THE APPROXIMATE JUNCTION OF TWO DRIVEWAYS, 29
 FE2639'FEET NNW OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 13 FEET
 FE2639'SSE OF THE EDGE OF A CULTIVATED FIELD, 9 FEET ENE OF A WHITE,
 FE2639'WOODEN WITNESS POST, 7 FEET N OF A 12-INCH HONEY LOCUST TREE, 6 FEET
 FE2639'E OF A 14-INCH, FORKED TRUNKED HONEY LOCUST TREE, AND 1.0 FOOT
 FE2639'S OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FE2639'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2639'STAMPED BRIDE 1958.
 FE2639'
 FE2639'REFERENCE MARK NO. 2 IS LOCATED NEAR THE SOUTHEAST CORNER OF AN OLD,
 FE2639'UNKEPT CEMETERY, 53 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY
 FE2639'ROAD R 9754, 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE2639'INTERSECTION OF TWO DRIVEWAYS, 20 FEET N OF THE APPROXIMATE CENTER
 FE2639'OF A GRAVELED DRIVEWAY, 1.3 FEET N OF A 6-INCH WINGED ELM TREE, AND
 FE2639'0.9 OF A FOOT S OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2639'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FE2639'AND THE DISK IS STAMPED BRIDE NO 2 1958.
 FE2639'
 FE2639'REFERENCE MARK NO. 3 IS ACROSS A GRAVELED ROAD SOUTH OF THE STATION
 FE2639'IN A V SHAPED CLEARED AREA WEST OF THE FUTURE HOMESITE OF MR.
 FE2639'CECIL MASON, 75 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD R
 FE2639'9754, 75 FEET EAST OF THE APPROXIMATE INTERSECTION OF THE
 FE2639'TWO DRIVEWAYS, 14 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FE2639'DRIVEWAY, AND ABOUT 5 FEET BELOW THE STATION ELEVATION.  IT IS A
 FE2639'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE2639'MONUMENT AND THE DISK IS STAMPED BRIDE 1958 NO 3 1971.
 FE2639'
 FE2639'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FE2639'REFERENCE MARK NO. 3 IS 89.40 FEET-27.247 METERS.
 FE2639'
 FE2639'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE EAST-SOUTHEAST OF THE
 FE2639'STATION, 26 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD R
 FE2639'9754, 17 FEET NORTH OF A 16-INCH WHITE OAK TREE, 0.9 OF A FOOT EAST
 FE2639'OF A METAL WITNESS POST AND SIGN, AND ON A LOW BANK ABOUT 2 FEET
 FE2639'ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF
 FE2639'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FE2639'DISK IS STAMPED BRIDE 1958.
 FE2639'
 FE2639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 FE2639'NORTHWEST OF COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2413 ***********************************************************************
 GA2413  DESIGNATION -  BRIDGE
 GA2413  PID         -  GA2413
 GA2413  STATE/COUNTY-  TN/KNOX
 GA2413  USGS QUAD   -  JOHN SEVIER (1992)
 GA2413
 GA2413                         *CURRENT SURVEY CONTROL
 GA2413  ___________________________________________________________________
 GA2413* NAD 83(1995)-  36 00 56.83322(N)    083 49 40.58723(W)     ADJUSTED  
 GA2413* NAVD 88     -       268.242  (meters)     880.06   (feet)  ADJUSTED  
 GA2413  ___________________________________________________________________
 GA2413  X           -     555,329.886 (meters)                     COMP
 GA2413  Y           -  -5,135,221.257 (meters)                     COMP
 GA2413  Z           -   3,729,748.345 (meters)                     COMP
 GA2413  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GA2413  ELLIP HEIGHT-         237.49  (meters)          (07/11/02) GPS OBS
 GA2413  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2413  DYNAMIC HT  -         267.996 (meters)     879.25  (feet)  COMP
 GA2413  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GA2413
 GA2413  HORZ ORDER  -  FIRST
 GA2413  VERT ORDER  -  SECOND    CLASS 0
 GA2413  ELLP ORDER  -  FIRST     CLASS II
 GA2413
 GA2413.The horizontal coordinates were established by GPS observations
 GA2413.and adjusted by the National Geodetic Survey in July 2002..
 GA2413
 GA2413.The orthometric height was determined by differential leveling
 GA2413.and adjusted by the National Geodetic Survey in June 1991..
 GA2413
 GA2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2413
 GA2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2413
 GA2413.The ellipsoidal height was determined by GPS observations
 GA2413.and is referenced to NAD 83.
 GA2413
 GA2413.The geoid height was determined by GEOID03.
 GA2413
 GA2413.The dynamic height is computed by dividing the NAVD 88
 GA2413.geopotential number by the normal gravity value computed on the
 GA2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2413.degrees latitude (g = 980.6199 gals.).
 GA2413
 GA2413.The modeled gravity was interpolated from observed gravity values.
 GA2413
 GA2413;                    North         East     Units Scale Factor Converg.
 GA2413;SPC TN       -   188,839.674   795,776.624   MT  0.99995341   +1 16 17.8
 GA2413;SPC TN       -   619,551.50  2,610,810.47   sFT  0.99995341   +1 16 17.8
 GA2413;UTM  17      - 3,989,399.476   245,143.027   MT  1.00040040   -1 39 49.5
 GA2413
 GA2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2413!SPC TN       -   0.99996273  x   0.99995341  =   0.99991614
 GA2413!UTM  17      -   0.99996273  x   1.00040040  =   1.00036311
 GA2413
 GA2413|---------------------------------------------------------------------|
 GA2413| PID    Reference Object                     Distance      Geod. Az  |
 GA2413|                                                           dddmmss.s |
 GA2413| GA2414 BRIDGE RM 1                           8.550 METERS 06456     |
 GA2413| GA2410 BRIDGE AZ MK                                       2432349.3 |
 GA2413| GA2412 BRIDGE RM 2                          16.032 METERS 32726     |
 GA2413|---------------------------------------------------------------------|
 GA2413
 GA2413                          SUPERSEDED SURVEY CONTROL
 GA2413
 GA2413  NAD 83(1995)-  36 00 56.83644(N)    083 49 40.58503(W) AD(       ) 1
 GA2413  ELLIP H (04/12/99)  237.44   (m)                       GP(       ) 4 1
 GA2413  NAD 83(1995)-  36 00 56.83997(N)    083 49 40.59071(W) AD(       ) 1
 GA2413  NAD 83(1995)-  36 00 56.83994(N)    083 49 40.59073(W) AD(       ) 1
 GA2413  NAD 83(1995)-  36 00 56.83702(N)    083 49 40.59157(W) AD(       ) 1
 GA2413  ELLIP H (05/28/93)  237.38   (m)                       GP(       ) 4 2
 GA2413  NAD 83(1995)-  36 00 56.84638(N)    083 49 40.57825(W) AD(       ) 2
 GA2413  NAD 83(1986)-  36 00 56.85156(N)    083 49 40.57646(W) AD(       ) 2
 GA2413  NAD 27      -  36 00 56.54680(N)    083 49 40.92360(W) AD(       ) 2
 GA2413  NAVD 88 (07/11/02)  268.24   (m)          880.1    (f) LEVELING    3  
 GA2413  NGVD 29 (??/??/92)  268.380  (m)          880.51   (f) ADJ UNCH    2 0
 GA2413
 GA2413.Superseded values are not recommended for survey control.
 GA2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2413.See file dsdata.txt to determine how the superseded data were derived.
 GA2413
 GA2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4514389399(NAD 83)
 GA2413_MARKER: DE = TRAVERSE STATION DISK
 GA2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2413_STAMPING: BRIDGE 1961
 GA2413_MARK LOGO: CGS   
 GA2413_PROJECTION: RECESSED 10 CENTIMETERS
 GA2413_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2413+STABILITY: SURFACE MOTION
 GA2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2413+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 GA2413
 GA2413  HISTORY     - Date     Condition        Report By
 GA2413  HISTORY     - 1961     MONUMENTED       CGS
 GA2413  HISTORY     - 1961     GOOD             CGS
 GA2413  HISTORY     - 1982     GOOD             NGS
 GA2413  HISTORY     - 19820824 GOOD             NGS
 GA2413  HISTORY     - 1988     GOOD             AEROS
 GA2413  HISTORY     - 20020210 GOOD             NGS
 GA2413
 GA2413                          STATION DESCRIPTION
 GA2413
 GA2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2413'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF DOWNTOWN
 GA2413'KNOXVILLE.
 GA2413'
 GA2413'THE STATION MARK IS 240 FEET EAST OF THE EAST END OF HONORABLE JAMES
 GA2413'EDWARD BURKE BRIDGE OVER
 GA2413'HOLSTON RIVER, 156 FEET EAST OF A DRIVE-IN THEATER
 GA2413'MARQUEE, 26 FEET SOUTH OF THE CENTER
 GA2413'OF THE EAST LANE OF HIGHWAY 70,
 GA2413'11, AND 25W AND 3.1 FEET EAST OF A WITNESS SIGN.  THE
 GA2413'MARK IS A
 GA2413'STANDARD TRAVERSE DISK SET IN A CONCRETE POST, FLUSH, AND IS STAMPED
 GA2413'BRIDGE 1961.
 GA2413'
 GA2413'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE EAST LANE OF HIGHWAY 70,
 GA2413'11, AND 25W.  THE MARK IS
 GA2413'A STANDARD DISK SET IN A CONCRETE POST, FLUSH, AND
 GA2413'IS STAMPED BRIDGE NO 1 1961.
 GA2413'
 GA2413'REFERENCE MARK NO. 2 IS SET IN THE MEDIAN OF HIGHWAY 70, 11, AND 25W
 GA2413'AND 238 FEET EAST OF THE
 GA2413'EAST END OF HONORABLE JAMES EDWARD BURKE BRIDGE.
 GA2413'THE MARK IS A STANDARD DISK SET IN
 GA2413'A CONCRETE POST, FLUSH, AND IS
 GA2413'STAMPED BRIDGE NO 2 1961.
 GA2413'
 GA2413'AZIMUTH MARK IS 292 FEET WEST OF THE WEST END OF HONORABLE JAMES
 GA2413'EDWARD BURKE BRIDGE, 32
 GA2413'FEET SOUTH OF THE CENTER OF THE EAST LANE OF HIGHWAY 70,
 GA2413'11, AND 25W, 2.1 FEET
 GA2413'NORTHEAST OF A WITNESS SIGN AND 2 FEET NORTH OF
 GA2413'A TELEPHONE POLE.  THE MARK IS A
 GA2413'STANDARD DISK SET IN A CONCRETE
 GA2413'POST, FLUSH, AND IS STAMPED BRIDGE 1961.
 GA2413
 GA2413                          STATION RECOVERY (1961)
 GA2413
 GA2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2413'1.2 MI E FROM KNOXVILLE.
 GA2413'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA2413'MILE EAST ON U.S. HIGHWAY 70, 25W, AND 11E.  THE STATION MARK
 GA2413'IS 240 FT. EAST OF THE EAST END OF THE HONORABLE JAMES EDWARD
 GA2413'BURKE BRIDGE OVER THE HOLSTON RIVER, 156 FT. EAST OF A DRIVE-IN
 GA2413'THEATER MARQUEE, 26 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 GA2413'TRAFFIC LANE OF THE HIGHWAY, AND 3.1 FT. EAST OF A WITNESS SIGN.
 GA2413'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 GA2413'AND ABOUT LEVEL WITH THE HIGHWAY.
 GA2413
 GA2413                          STATION RECOVERY (1982)
 GA2413
 GA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GA2413'LOCATED ABOUT 14 KM (8.8 MILES) NORTHEAST OF DOWNTOWN KNOXVILLE, 72.8
 GA2413'METERS (239 FEET) EAST OF THE EAST END OF THE HONORABLE JAMES EDWARD
 GA2413'BURKE BRIDGE OVER THE OLSTON RIVER , ABOUT 0.5 METER (18 INCHES)
 GA2413'BELOW THE PAVEMENT 7.9 METERS (26 FEET) SOUTH OF THE CENTERLINE OF
 GA2413'THE EAST BOUND LANE OF US. HIGHWAY 70, 11 AND 25 W, 21.6 METERS (71
 GA2413'FEET) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK PUMP
 GA2413'HOUSE, 1.2 METERS SOUTH OF THE SOUTH EDGE OF PAVED SHOULDER AND 50.9
 GA2413'METERS NORTH OF THE NORTH END OF CONCRETE BLOCK FOUNDATION OF OLD
 GA2413'RIVER BREEZE DRIVE-IN THEATER AND FLEA MARKET MARQUEE.
 GA2413
 GA2413                          STATION RECOVERY (1982)
 GA2413
 GA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GA2413'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 GA2413'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GA2413'FOUND IN GOOD CONDITION BUT OBSTRUCTED TO THE STATION BY TREES.  THE
 GA2413'DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A
 GA2413'NEW DESCRIPTION FOLLOWS.
 GA2413' 
 GA2413'LOCATED ABOUT 8.8 MILES (14.2 KM) NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA2413'72.8 METERS (238.8 FT) EAST OF THE EAST END OF THE HONORABLE JAMES
 GA2413'EDWARD BURKE BRIDGE OVER THE HOLSTON RIVER, ABOUT .5 METERS (1.6 FT)
 GA2413'BELOW THE PAVEMENT, 7.9 METERS (25.9 FT) SOUTH OF THE EAST BOUND LANE
 GA2413'OF U.S HIGHWAY 70, 11 E AND 25 W, 21.6 METERS (70.9 FT) NORTHWEST OF
 GA2413'THE NORTHWEST CORNER OF A LARGE CONCRETE BLOCK PUMP HOUSE ( 1 METER
 GA2413'(3.3 FT) ABOVE GROUND ON THE NORTH SIDE AND 1.2 METERS (3.9 FT) ABOVE
 GA2413'GROUND ON THE SOUTH SIDE) , 1.2 METERS (3.9 FT) SOUTH OF THE SOUTH
 GA2413'EDGE OF PAVED SHOULDER, 50.9 METERS (167.0 FT) NORTH OF THE NORTH END
 GA2413'OF CONCRETE BLOCK FOUNDATION OF OLD RIVER BREEZE DRIVE-IN THEATER AND
 GA2413'FLEA MARKET MARQUEE AND 72.8 METERS (238.8 FT) NORTHEAST OF THE
 GA2413'NORTHEAST END OF THE BRIDGE.  THE MONUMENT IS 0.1 METER (0.3 FT)
 GA2413'UNDERGROUND AND THE DISK IS STAMPED---BRIDGE 1961---.
 GA2413' 
 GA2413'REFERENCE MARK NO 1 IS 18.3 METERS (60.0 FT) NORTH OF THE NORTHWEST
 GA2413'CORNER OF THE PUMP HOUSE, 0.3 METER (1.0 FT) WEST OF A WITNESS POST
 GA2413'1.5 METERS (4.9 FT) SOUTH OF THE SOUTH EDGE OF PAVED SHOULDER OF THE
 GA2413'HIGHWAY AND 7.9 METERS (25.9 FT) SOUTH OF THE CENTERLINE OF THE EAST
 GA2413'BOUND LANE.  THE MONUMENT IS 0.1 METER (0.3 FT) UNDERGROUND AND THE
 GA2413'DISK IS STAMPED--BRIDGE NO 1 1961--.
 GA2413' 
 GA2413'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BRIDGE 1961 NO 3
 GA2413'1982---, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF
 GA2413'THE EAST BOUND BRIDGE OF THE HIGHWAY, 0.2 METER (0.7 FT) ABOVE LEVEL
 GA2413'OF THE PAVEMENT, 0.3 METER (1.0 FT) WEST OF THE WEST END OF A METAL
 GA2413'GUARD RAIL AND 0.3 METER (1.0 FT) SOUTH OF A CONCRETE GUARD RAIL.
 GA2413'
 GA2413
 GA2413                          STATION RECOVERY (1988)
 GA2413
 GA2413'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 GA2413'THE STATION WAS RECOVERED AT THIS DATE.
 GA2413'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY E. L.
 GA2413'HAMM IN 1961.
 GA2413
 GA2413                          STATION RECOVERY (2002)
 GA2413
 GA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA2413'RECOVERED AS DESCRIBED.  ADD--OWNERSHIP--TENNESSEE DEPARTMENT OF
 GA2413'TRANSPORTATION.
 GA2413'NOTE--THERE IS CONSTRUCTION IN THE AREA WITH A NEW BRIDGE BEING BUILT
 GA2413'AND REPAVING, ETC.
 GA2413'THIS STATION IS PRESENTLY BEING PROTECTED BUT IT IS NOT KNOWN IF THE
 GA2413'STATION WILL BE
 GA2413'PROTECTED THROUHGOUT THE CONSTRUCTOIN OR NOT.
 GA2413' 
 GA2413'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2410 ***********************************************************************
 GA2410  DESIGNATION -  BRIDGE AZ MK
 GA2410  PID         -  GA2410
 GA2410  STATE/COUNTY-  TN/KNOX
 GA2410  USGS QUAD   -  JOHN SEVIER (1992)
 GA2410
 GA2410                         *CURRENT SURVEY CONTROL
 GA2410  ___________________________________________________________________
 GA2410* NAD 83(1986)-  36 00 51.     (N)    083 49 55.     (W)     SCALED    
 GA2410* NAVD 88     -       268.091  (meters)     879.56   (feet)  ADJUSTED  
 GA2410  ___________________________________________________________________
 GA2410  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2410  DYNAMIC HT  -         267.845 (meters)     878.75  (feet)  COMP
 GA2410  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2410
 GA2410  VERT ORDER  -  SECOND    CLASS 0
 GA2410
 GA2410.The horizontal coordinates were scaled from a topographic map and have
 GA2410.an estimated accuracy of +/- 6 seconds.
 GA2410
 GA2410.The orthometric height was determined by differential leveling
 GA2410.and adjusted by the National Geodetic Survey in June 1991..
 GA2410
 GA2410.The geoid height was determined by GEOID03.
 GA2410
 GA2410.The dynamic height is computed by dividing the NAVD 88
 GA2410.geopotential number by the normal gravity value computed on the
 GA2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2410.degrees latitude (g = 980.6199 gals.).
 GA2410
 GA2410.The modeled gravity was interpolated from observed gravity values.
 GA2410
 GA2410;                    North         East    Units  Estimated Accuracy
 GA2410;SPC TN       -   188,650.      795,420.      MT  (+/- 180 meters Scaled)
 GA2410
 GA2410                          SUPERSEDED SURVEY CONTROL
 GA2410
 GA2410  NGVD 29 (??/??/92)  268.230  (m)          880.02   (f) ADJ UNCH    2 0
 GA2410
 GA2410.Superseded values are not recommended for survey control.
 GA2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2410.See file dsdata.txt to determine how the superseded data were derived.
 GA2410
 GA2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV447892(NAD 83)
 GA2410_MARKER: DZ = AZIMUTH MARK DISK
 GA2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2410_STAMPING: BRIDGE 1961
 GA2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2410+STABILITY: SURFACE MOTION
 GA2410
 GA2410  HISTORY     - Date     Condition        Report By
 GA2410  HISTORY     - 1961     MONUMENTED       CGS
 GA2410  HISTORY     - 1982     GOOD             LOCENG
 GA2410
 GA2410                          STATION DESCRIPTION
 GA2410
 GA2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2410'1 MI E FROM KNOXVILLE.
 GA2410'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.0
 GA2410'MILE EAST ON U.S. HIGHWAY 70 25W, AND 11E.  THE AZIMUTH MARK IS
 GA2410'292 FT. WEST OF THE WEST END OF THE HONORABLE JAMES EDWARD BURKE
 GA2410'BRIDGE OVER THE HOLSTON RIVER, 32 FT. SOUTH OF THE CENTER OF
 GA2410'THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 2 FT. NORTH OF A
 GA2410'TELEPHONE POLE AND 2.1 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK
 GA2410'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS
 GA2410'ABOUT LEVEL WITH THE HIGHWAY.
 GA2410
 GA2410                          STATION RECOVERY (1982)
 GA2410
 GA2410'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2410'THE MARK IS 1 FT. NORTH OF AN ORANGE FIBREGLAS WITNESS POST AND ALSO
 GA2410'ONE FT. NORTH OF A POWER POLE, (NOT 2.1 FT. NORTH OF A WITNESS SIGN
 GA2410'AND 2 FT. NORTH OF A TELEPHONE POLE AS WAS PREVIOUSLY DESCRIBED) THE
 GA2410'MARK IS ALSO 5 FT. SOUTH OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2414 ***********************************************************************
 GA2414  DESIGNATION -  BRIDGE RM 1
 GA2414  PID         -  GA2414
 GA2414  STATE/COUNTY-  TN/KNOX
 GA2414  USGS QUAD   -  JOHN SEVIER (1992)
 GA2414
 GA2414                         *CURRENT SURVEY CONTROL
 GA2414  ___________________________________________________________________
 GA2414* NAD 83(1986)-  36 00 56.     (N)    083 49 40.     (W)     SCALED    
 GA2414* NAVD 88     -       268.256  (meters)     880.10   (feet)  ADJUSTED  
 GA2414  ___________________________________________________________________
 GA2414  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2414  DYNAMIC HT  -         268.010 (meters)     879.30  (feet)  COMP
 GA2414  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GA2414
 GA2414  VERT ORDER  -  SECOND    CLASS 0
 GA2414
 GA2414.The horizontal coordinates were scaled from a topographic map and have
 GA2414.an estimated accuracy of +/- 6 seconds.
 GA2414
 GA2414.The orthometric height was determined by differential leveling
 GA2414.and adjusted by the National Geodetic Survey in June 1991..
 GA2414
 GA2414.The geoid height was determined by GEOID03.
 GA2414
 GA2414.The dynamic height is computed by dividing the NAVD 88
 GA2414.geopotential number by the normal gravity value computed on the
 GA2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2414.degrees latitude (g = 980.6199 gals.).
 GA2414
 GA2414.The modeled gravity was interpolated from observed gravity values.
 GA2414
 GA2414;                    North         East    Units  Estimated Accuracy
 GA2414;SPC TN       -   188,810.      795,790.      MT  (+/- 180 meters Scaled)
 GA2414
 GA2414                          SUPERSEDED SURVEY CONTROL
 GA2414
 GA2414  NGVD 29 (??/??/92)  268.395  (m)          880.56   (f) ADJ UNCH    2 0
 GA2414
 GA2414.Superseded values are not recommended for survey control.
 GA2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2414.See file dsdata.txt to determine how the superseded data were derived.
 GA2414
 GA2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451893(NAD 83)
 GA2414_MARKER: DR = REFERENCE MARK DISK
 GA2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2414_STAMPING: BRIDGE NO 1 1961
 GA2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2414+STABILITY: SURFACE MOTION
 GA2414
 GA2414  HISTORY     - Date     Condition        Report By
 GA2414  HISTORY     - 1961     MONUMENTED       CGS
 GA2414  HISTORY     - 1982     GOOD             NGS
 GA2414
 GA2414                          STATION DESCRIPTION
 GA2414
 GA2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2414'1.2 MI E FROM KNOXVILLE.
 GA2414'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA2414'MILE EAST ON U.S. HIGHWAY 70, 25W, AND 11E.  THE REFERENCE MARK
 GA2414'IS 28 FT. EAST OF THE STATION MARK, AND 26 FT. SOUTH OF THE EAST
 GA2414'BOUND TRAFFIC LANE OF THE HIGHWAY.  THE DISK IS SET IN TOP OF A
 GA2414'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 GA2414'HIGHWAY.
 GA2414
 GA2414                          STATION RECOVERY (1982)
 GA2414
 GA2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GA2414'THE MARK IS LOCATED 81.3 METERS EAST OF THE EAST END OF THE HONORABLE
 GA2414'JAMES EDWARD BURKEE BRIDGE OVER THE HOLSTON RIVER, 18.3 METERS (60
 GA2414'FEET) NORTH OF THE NORTHWEST CORNER OF A CONCRETE BLOCK PUMP HOUSE,
 GA2414'1.5 METERS (5 FEET) SOUTH OF THE SOUTH EDGE OF PAVED SOULDER OF ROAD
 GA2414'AND 7.9 METERS (26 FEET) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 GA2414'LANE OF U.S. HIGHWAY 11 E, 70 AND 25 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2412 ***********************************************************************
 GA2412  DESIGNATION -  BRIDGE RM 2
 GA2412  PID         -  GA2412
 GA2412  STATE/COUNTY-  TN/KNOX
 GA2412  USGS QUAD   -  JOHN SEVIER (1992)
 GA2412
 GA2412                         *CURRENT SURVEY CONTROL
 GA2412  ___________________________________________________________________
 GA2412* NAD 83(1986)-  36 00 56.     (N)    083 49 40.     (W)     SCALED    
 GA2412* NAVD 88     -       268.771  (meters)     881.79   (feet)  ADJUSTED  
 GA2412  ___________________________________________________________________
 GA2412  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2412  DYNAMIC HT  -         268.524 (meters)     880.98  (feet)  COMP
 GA2412  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GA2412
 GA2412  VERT ORDER  -  SECOND    CLASS 0
 GA2412
 GA2412.The horizontal coordinates were scaled from a topographic map and have
 GA2412.an estimated accuracy of +/- 6 seconds.
 GA2412
 GA2412.The orthometric height was determined by differential leveling
 GA2412.and adjusted by the National Geodetic Survey in June 1991..
 GA2412
 GA2412.The geoid height was determined by GEOID03.
 GA2412
 GA2412.The dynamic height is computed by dividing the NAVD 88
 GA2412.geopotential number by the normal gravity value computed on the
 GA2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2412.degrees latitude (g = 980.6199 gals.).
 GA2412
 GA2412.The modeled gravity was interpolated from observed gravity values.
 GA2412
 GA2412;                    North         East    Units  Estimated Accuracy
 GA2412;SPC TN       -   188,810.      795,790.      MT  (+/- 180 meters Scaled)
 GA2412
 GA2412                          SUPERSEDED SURVEY CONTROL
 GA2412
 GA2412  NGVD 29 (??/??/92)  268.909  (m)          882.25   (f) ADJ UNCH    2 0
 GA2412
 GA2412.Superseded values are not recommended for survey control.
 GA2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2412.See file dsdata.txt to determine how the superseded data were derived.
 GA2412
 GA2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451893(NAD 83)
 GA2412_MARKER: DR = REFERENCE MARK DISK
 GA2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2412_STAMPING: BRIDGE NO 2 1961
 GA2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2412+STABILITY: SURFACE MOTION
 GA2412
 GA2412  HISTORY     - Date     Condition        Report By
 GA2412  HISTORY     - 1961     MONUMENTED       CGS
 GA2412  HISTORY     - 1982     MARK NOT FOUND   NGS
 GA2412
 GA2412                          STATION DESCRIPTION
 GA2412
 GA2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2412'1.2 MI E FROM KNOXVILLE.
 GA2412'FROM THE CHILOWEE SCHOOL IN THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA2412'MILES EAST ON U.S. HIGHWAY 70, 25W, AND 11E.  THE REFERENCE MARK
 GA2412'IS 52.6 FT. NORTH OF THESTATION MARK, 238 FT. EAST OF THE EAST
 GA2412'END OF HONORABLE JAMES EDWARD BURKE BRIDGE, AND IS SET IN THE
 GA2412'MEDIAN OF THE HIGHWAY.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2412'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 GA2412
 GA2412                          STATION RECOVERY (1982)
 GA2412
 GA2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GA2412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3272 ***********************************************************************
 GA3272  DESIGNATION -  BRIDGE RM 3
 GA3272  PID         -  GA3272
 GA3272  STATE/COUNTY-  TN/KNOX
 GA3272  USGS QUAD   -  JOHN SEVIER (1992)
 GA3272
 GA3272                         *CURRENT SURVEY CONTROL
 GA3272  ___________________________________________________________________
 GA3272* NAD 83(1986)-  36 00 56.     (N)    083 49 40.     (W)     SCALED    
 GA3272* NAVD 88     -       268.99   (meters)     882.5    (feet)  RESET     
 GA3272  ___________________________________________________________________
 GA3272  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA3272
 GA3272  VERT ORDER  -  THIRD
 GA3272
 GA3272.The horizontal coordinates were scaled from a topographic map and have
 GA3272.an estimated accuracy of +/- 6 seconds.
 GA3272
 GA3272.The orthometric height was computed from unverified reset data.
 GA3272.No vertical observational check was made to the station.
 GA3272
 GA3272.The geoid height was determined by GEOID03.
 GA3272
 GA3272;                    North         East    Units  Estimated Accuracy
 GA3272;SPC TN       -   188,810.      795,790.      MT  (+/- 180 meters Scaled)
 GA3272
 GA3272                          SUPERSEDED SURVEY CONTROL
 GA3272
 GA3272  NGVD 29 (10/12/01)  269.13   (m)          883.0    (f) RESET       3  
 GA3272
 GA3272.Superseded values are not recommended for survey control.
 GA3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3272.See file dsdata.txt to determine how the superseded data were derived.
 GA3272
 GA3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451893(NAD 83)
 GA3272_MARKER: DR = REFERENCE MARK DISK
 GA3272_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GA3272_SP_SET: WINGWALL
 GA3272_STAMPING: BRIDGE 1961 NO 3 1982
 GA3272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3272
 GA3272  HISTORY     - Date     Condition        Report By
 GA3272  HISTORY     - 1982     MONUMENTED       NGS
 GA3272  HISTORY     - 1982     GOOD             LOCENG
 GA3272
 GA3272                          STATION DESCRIPTION
 GA3272
 GA3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GA3272'1.25 MI EAST FROM KNOXVILLE.
 GA3272'FROM THE CHILOWEE SCHOOL, AT THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA3272'MILES EAST ALONG U.S. HIGHWAYS 70, 25W, AND 11E, IN THE TOP OF THE
 GA3272'SOUTHEAST WINGWALL OF THE EASTBOUND  BRIDGE (HONORABLO JAMES EDWARD
 GA3272'BURKE) OVER THE HOLSTON RIVER, 0.2 METERS (6 IN) ABOVE LEVEL
 GA3272'OF PAVEMENT, 0.3 METER (1.0 FT) WEST OF WEST END OF A METAL GUARD
 GA3272'RAIL, AND 0.3 METER (1.0 FT) SOUTH OF A CONCRETE GUARD RAIL.
 GA3272
 GA3272                          STATION RECOVERY (1982)
 GA3272
 GA3272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA3272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1442 ***********************************************************************
 FD1442  DESIGNATION -  BRIER
 FD1442  PID         -  FD1442
 FD1442  STATE/COUNTY-  TN/FRANKLIN
 FD1442  USGS QUAD   -  PITCHER RIDGE (1982)
 FD1442
 FD1442                         *CURRENT SURVEY CONTROL
 FD1442  ___________________________________________________________________
 FD1442* NAD 83(1995)-  35 05 41.83172(N)    086 02 26.43030(W)     ADJUSTED  
 FD1442* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 FD1442  ___________________________________________________________________
 FD1442  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FD1442  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD1442
 FD1442  HORZ ORDER  -  SECOND
 FD1442
 FD1442.The horizontal coordinates were established by classical geodetic methods
 FD1442.and adjusted by the National Geodetic Survey in April 1999..
 FD1442
 FD1442.The orthometric height was scaled from a topographic map.
 FD1442
 FD1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1442
 FD1442.The geoid height was determined by GEOID03.
 FD1442
 FD1442;                    North         East     Units Scale Factor Converg.
 FD1442;SPC TN       -    84,503.594   596,291.026   MT  1.00003098   -0 01 25.7
 FD1442;SPC TN       -   277,242.21  1,956,331.47   sFT  1.00003098   -0 01 25.7
 FD1442;UTM  16      - 3,883,993.989   587,440.137   MT  0.99969423   +0 33 05.7
 FD1442
 FD1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1442!SPC TN       -   0.99991315  x   1.00003098  =   0.99994412
 FD1442!UTM  16      -   0.99991315  x   0.99969423  =   0.99960740
 FD1442
 FD1442:                Primary Azimuth Mark                     Grid Az
 FD1442:SPC TN       -  SEWANEE MUNICIPAL TANK                   042 06 24.6
 FD1442:UTM  16      -  SEWANEE MUNICIPAL TANK                   041 31 53.2
 FD1442
 FD1442|---------------------------------------------------------------------|
 FD1442| PID    Reference Object                     Distance      Geod. Az  |
 FD1442|                                                           dddmmss.s |
 FD1442| FC1907 SEWANEE MUNICIPAL TANK              APPROX.16.6 KM 0420458.9 |
 FD1442| CG4880 BRIER RM 2                           40.197 METERS 08047     |
 FD1442| CG4878 BRIER AZ MK                                        2013238.0 |
 FD1442| FD0206 COLE                                APPROX.15.7 KM 2910842.6 |
 FD1442| CG4879 BRIER RM 1                           29.867 METERS 33232     |
 FD1442|---------------------------------------------------------------------|
 FD1442
 FD1442                          SUPERSEDED SURVEY CONTROL
 FD1442
 FD1442  NAD 83(1995)-  35 05 41.83293(N)    086 02 26.43087(W) AD(       ) 2
 FD1442  NAD 83(1995)-  35 05 41.83452(N)    086 02 26.43099(W) AD(       ) 2
 FD1442  NAD 83(1995)-  35 05 41.84048(N)    086 02 26.43109(W) AD(       ) 2
 FD1442  NAD 83(1986)-  35 05 41.84200(N)    086 02 26.43084(W) AD(       ) 2
 FD1442  NAD 27      -  35 05 41.53400(N)    086 02 26.48700(W) AD(       ) 2
 FD1442
 FD1442.Superseded values are not recommended for survey control.
 FD1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1442.See file dsdata.txt to determine how the superseded data were derived.
 FD1442
 FD1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8744083994(NAD 83)
 FD1442_MARKER: DS = TRIANGULATION STATION DISK
 FD1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1442
 FD1442  HISTORY     - Date     Condition        Report By
 FD1442  HISTORY     - 1934     MONUMENTED       CGS
 FD1442
 FD1442                          STATION DESCRIPTION
 FD1442
 FD1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1442'ABOUT 7.5 MILES SOUTH-SOUTHEAST OF WINCHESTER, 7.1 MILES WEST OF
 FD1442'SHERWOOD, 5.25
 FD1442'MILES SOUTH-SOUTHWEST OF COWAN, ON SUMMIT OF HIGH
 FD1442'FLAT-TOPPED RIDGE WHICH IS
 FD1442'ENCLOSED IN SEMICIRCLE OF HIGHER RIDGES
 FD1442'OPEN TO NORTHWEST.  TO REACH FROM RAILROAD
 FD1442'STATION AT COWAN, FOLLOW
 FD1442'STATE ROUTE 15 WEST 0.3 MILE TO TOWN WATER TANK, TURN LEFT
 FD1442'(SOUTH) AND GO
 FD1442'2.0 MILES TO ROUGH, ROCKY T-ROAD LEADING UP HILL, TURN LEFT
 FD1442'ONTO THIS ROAD AND GO
 FD1442'3.95 MILES TO JUNCTION OF FOUR ROADS, AND
 FD1442'FOLLOW EXTREME RIGHT FORK 0.55 MILE TO
 FD1442'TRIANGLE- BLAZED TREE ON RIGHT
 FD1442'AND STATION.  STATION IS ON HIGHEST POINT OF RIDGE, 65
 FD1442'YARDS NORTH OF
 FD1442'ROAD, ON DIM WOODS ROAD TO NORTH, 40 FEET NORTHWEST OF LEANING SNAG,
 FD1442'AND 16.5 FEET
 FD1442'SOUTHEAST OF 18-INCH OAK.  SURFACE AND UNDERGROUND
 FD1442'MARKS ARE STANDARD STATION DISKS
 FD1442'IN CONCRETE.
 FD1442'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1442'DISKS IN CONCRETE,
 FD1442'NO 1 IS JUST OFF NORTHWEST EDGE OF SUMMIT AND 97.99 FEET
 FD1442'FROM STATION
 FD1442'N 27 DEG 28 MIN W.  NO 2 IS AT BASE OF 30-INCH
 FD1442'OAK AND 131.88 FEET FROM STATION
 FD1442'N 80 DEG 47 MIN E.  AZIMUTH
 FD1442'MARK PROJECTING 8 INCHES ABOVE GROUND, IS AT DIM
 FD1442'ROADS FORK, 50 YARDS
 FD1442'WEST OF POINT WHERE DIM ROAD TURNS OFF TO STATION, 9 FEET SOUTH OF
 FD1442'CENTER OF MAIN
 FD1442'ROAD, 3 FEET WEST OF 16-INCH OAK, AND 0.15 MILE FROM
 FD1442'STATION S 21 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0169 ***********************************************************************
 FE0169  DESIGNATION -  BRITT
 FE0169  PID         -  FE0169
 FE0169  STATE/COUNTY-  TN/HENDERSON
 FE0169  USGS QUAD   -  YUMA (1986)
 FE0169
 FE0169                         *CURRENT SURVEY CONTROL
 FE0169  ___________________________________________________________________
 FE0169* NAD 83(1995)-  35 47 43.65159(N)    088 22 05.95501(W)     ADJUSTED  
 FE0169* NAVD 88     -       162.808  (meters)     534.15   (feet)  ADJUSTED  
 FE0169  ___________________________________________________________________
 FE0169  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FE0169  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0169  DYNAMIC HT  -         162.666 (meters)     533.68  (feet)  COMP
 FE0169  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FE0169
 FE0169  HORZ ORDER  -  SECOND
 FE0169  VERT ORDER  -  SECOND    CLASS 0
 FE0169
 FE0169.The horizontal coordinates were established by classical geodetic methods
 FE0169.and adjusted by the National Geodetic Survey in April 1999..
 FE0169
 FE0169.The orthometric height was determined by differential leveling
 FE0169.and adjusted by the National Geodetic Survey in June 1991..
 FE0169
 FE0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0169
 FE0169.The geoid height was determined by GEOID03.
 FE0169
 FE0169.The dynamic height is computed by dividing the NAVD 88
 FE0169.geopotential number by the normal gravity value computed on the
 FE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0169.degrees latitude (g = 980.6199 gals.).
 FE0169
 FE0169.The modeled gravity was interpolated from observed gravity values.
 FE0169
 FE0169;                    North         East     Units Scale Factor Converg.
 FE0169;SPC TN       -   164,811.383   385,945.299   MT  0.99994863   -1 23 11.4
 FE0169;SPC TN       -   540,718.68  1,266,222.20   sFT  0.99994863   -1 23 11.4
 FE0169;UTM  16      - 3,962,125.876   376,355.081   MT  0.99978839   -0 48 01.5
 FE0169
 FE0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0169!SPC TN       -   0.99997888  x   0.99994863  =   0.99992751
 FE0169!UTM  16      -   0.99997888  x   0.99978839  =   0.99976727
 FE0169
 FE0169|---------------------------------------------------------------------|
 FE0169| PID    Reference Object                     Distance      Geod. Az  |
 FE0169|                                                           dddmmss.s |
 FE0169| FE0168 BRITT RM 1                           23.002 METERS 14327     |
 FE0169| FE0171 BRITT AZ MK                                        1771232.2 |
 FE0169| FE0170 BRITT RM 2                           26.265 METERS 22755     |
 FE0169|---------------------------------------------------------------------|
 FE0169
 FE0169                          SUPERSEDED SURVEY CONTROL
 FE0169
 FE0169  NAD 83(1995)-  35 47 43.65434(N)    088 22 05.96163(W) AD(       ) 2
 FE0169  NAD 83(1986)-  35 47 43.66209(N)    088 22 05.95589(W) AD(       ) 2
 FE0169  NAD 27      -  35 47 43.42460(N)    088 22 05.78530(W) AD(       ) 2
 FE0169  NGVD 29 (??/??/??)  162.830  (m)          534.22   (f) ADJUSTED    2 0
 FE0169
 FE0169.Superseded values are not recommended for survey control.
 FE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0169.See file dsdata.txt to determine how the superseded data were derived.
 FE0169
 FE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7635562126(NAD 83)
 FE0169_MARKER: DE = TRAVERSE STATION DISK
 FE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0169_STAMPING: BRITT 1959
 FE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0169+STABILITY: SURFACE MOTION
 FE0169
 FE0169  HISTORY     - Date     Condition        Report By
 FE0169  HISTORY     - 1959     MONUMENTED       CGS
 FE0169  HISTORY     - 1959     GOOD             CGS
 FE0169  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0169
 FE0169                          STATION DESCRIPTION
 FE0169
 FE0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0169'THE STATION IS LOCATED ON A SMALL WOODED HILL ABOUT 5 MILES
 FE0169'SOUTH-SOUTHEAST OF CLARKSBURG, 1 MILE EAST-NORTHEAST OF PARKER
 FE0169'CROSSROADS AND 1 MILE NORTH-NORTHWEST OF WILDERVILLE.
 FE0169'
 FE0169'TO REACH THE STATION FROM PARKER CROSSROADS, 14 MILES SOUTH OF
 FE0169'HUNTINGDON, GO EAST ON A BLACKTOP ROAD FOR 1.6 MILES TO A
 FE0169'BLACKTOP ROAD LEADING NORTH, TURN LEFT AND GO NORTH FOR 0.8 MILE TO
 FE0169'WHERE THE ROAD CURVES RIGHT AND A FARM DRIVEWAY LEADING TO
 FE0169'THE LEFT, TURN LEFT INTO THE DRIVEWAY AND PASS MR. DERRYBERRYS HOUSE
 FE0169'ON THE RIGHT AND GO 0.05 MILE TO A WOODEN GATE INTO A BARN
 FE0169'LOT, PASS THROUGH THE GATE AND GO ACROSS THE BARN LOT FOR 0.1 MILE TO
 FE0169'ANOTHER GATE AT THE NORTHWEST CORNER OF THE LOT AND THE STATION
 FE0169'ABOUT 60 YARDS NORTHWEST AS DESCRIBED.
 FE0169'
 FE0169'THE STATION IS 65 FEET NORTH OF THE NORTH END AND CENTER OF A
 FE0169'CULTIVATED FIELD AND 3.5 FEET WEST OF A WITNESS SIGN. IT IS A
 FE0169'STANDARD TRAVERSE DISK WITH UNDERGROUND MARK, IS SET FLUSH WITH THE
 FE0169'SURFACE OF THE GROUND AND IS STAMPED BRITT 1959.
 FE0169'
 FE0169'REFERENCE MARK NO. 1 IS 50 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 FE0169'THE FIELD, IS SET FLUSH WITH THE SURFACE
 FE0169'OF THE GROUND AND IS STAMPED BRITT NO 1 1959.
 FE0169'
 FE0169'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE NORTH END OF THE FIELD,
 FE0169'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BRITT
 FE0169'NO 2 1959.
 FE0169'
 FE0169'THE AZIMUTH MARK IS AT THE SOUTH END OF THE FIELD AND 2.8 FEET WEST
 FE0169'OF A WITNESS SIGN, IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE0169'AND IS STAMPED BRITT 1959.
 FE0169'
 FE0169'TO REACH THE AZIMUTH MARK FROM THE GATE ENTERING THE FIELD, GO SOUTH
 FE0169'ALONG THE EAST EDGE OF THE FIELD FOR ABOUT 0.2 MILE TO THE SOUTH
 FE0169'END OF THE FIELD AND THE MARK AS DESCRIBED.
 FE0169'
 FE0169'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE0169
 FE0169                          STATION RECOVERY (1959)
 FE0169
 FE0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0169'5 MI SSW FROM YUMA.
 FE0169'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0169'RAILROAD FROM THE STATION, THENCE 1.0 MILES EAST ON A DIRT
 FE0169'ROAD TO A FARM DRIVEWAY, GO 0.05 MILE TO A WOODEN GATE INTO A
 FE0169'BARN LOT, PASS THROUGH THE GATE AND GO ACROSS THE BARN LOT FOR
 FE0169'0.1 MILE TO ANOTHER GATE AT THE NORTHWEST CORNER OF THE LOT
 FE0169'AND THE STATION ABOUT 60 YARDS NORTHWEST AS DESCRIBED, 65 FT.
 FE0169'NORTH OF THE NORTH END AND CENTER OF A CULTIVATED FIELD, 3.5
 FE0169'FT. WEST OF A WITNESS SIGN, A STANDARD TRAVERSE DISK SET IN TOP
 FE0169'OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FE0169
 FE0169                          STATION RECOVERY (1972)
 FE0169
 FE0169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE0169'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0169'
 FE0169'HEAVY UNDERBRUSH.
 FE0169'
 FE0169'EVIDENCE OF EQUIPMENT AND DOZIER WORK.
 FE0169'
 FE0169'STATION PROBABLY FALL ON INSIDE OF RIGHT-OF-WAY FENCE.
 FE0169'
 FE0169'BRITT RM 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0169'
 FE0169'HEAVY UNDERBRUSH.
 FE0169'
 FE0169'EVIDENCE OF DOZIER WORK.
 FE0169'
 FE0169'BRITT RM 2-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0169'
 FE0169'EVIDENCE OF DOZIER WORK.
 FE0169'
 FE0169'HEAVY UNDERBRUSH.
 FE0169'
 FE0169'BRITT AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0169'
 FE0169'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BRITT 1959.
 FE0169'
 FE0169'ADD--
 FE0169'20.6 N 05 W OF 8 INCH PERSIMMON.
 FE0169'50.6 S 70 W OF 8 INCH RED OAK.
 FE0169'
 FE0169'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES SE CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0171 ***********************************************************************
 FE0171  DESIGNATION -  BRITT AZ MK
 FE0171  PID         -  FE0171
 FE0171  STATE/COUNTY-  TN/HENDERSON
 FE0171  USGS QUAD   -  YUMA (1986)
 FE0171
 FE0171                         *CURRENT SURVEY CONTROL
 FE0171  ___________________________________________________________________
 FE0171* NAD 83(1986)-  35 47 34.     (N)    088 22 00.     (W)     SCALED    
 FE0171* NAVD 88     -       158.076  (meters)     518.62   (feet)  ADJUSTED  
 FE0171  ___________________________________________________________________
 FE0171  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0171  DYNAMIC HT  -         157.937 (meters)     518.16  (feet)  COMP
 FE0171  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FE0171
 FE0171  VERT ORDER  -  SECOND    CLASS 0
 FE0171
 FE0171.The horizontal coordinates were scaled from a topographic map and have
 FE0171.an estimated accuracy of +/- 6 seconds.
 FE0171
 FE0171.The orthometric height was determined by differential leveling
 FE0171.and adjusted by the National Geodetic Survey in June 1991..
 FE0171
 FE0171.The geoid height was determined by GEOID03.
 FE0171
 FE0171.The dynamic height is computed by dividing the NAVD 88
 FE0171.geopotential number by the normal gravity value computed on the
 FE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0171.degrees latitude (g = 980.6199 gals.).
 FE0171
 FE0171.The modeled gravity was interpolated from observed gravity values.
 FE0171
 FE0171;                    North         East    Units  Estimated Accuracy
 FE0171;SPC TN       -   164,510.      386,090.      MT  (+/- 180 meters Scaled)
 FE0171
 FE0171                          SUPERSEDED SURVEY CONTROL
 FE0171
 FE0171  NGVD 29 (??/??/??)  158.098  (m)          518.69   (f) ADJUSTED    2 0
 FE0171
 FE0171.Superseded values are not recommended for survey control.
 FE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0171.See file dsdata.txt to determine how the superseded data were derived.
 FE0171
 FE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE765618(NAD 83)
 FE0171_MARKER: DZ = AZIMUTH MARK DISK
 FE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0171_STAMPING: BRITT 1959
 FE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0171+STABILITY: SURFACE MOTION
 FE0171
 FE0171  HISTORY     - Date     Condition        Report By
 FE0171  HISTORY     - 1959     MONUMENTED       CGS
 FE0171  HISTORY     - 1959     GOOD             CGS
 FE0171
 FE0171                          STATION DESCRIPTION
 FE0171
 FE0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0171'5.2 MI SSW FROM YUMA.
 FE0171'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0171'RAILROAD FROM THE STATION, THENCE 1.0 MILE EAST ON A DIRT
 FE0171'ROAD TO A FARM DRIVEWAY, GO 0.05 MILE TO A WOODEN GATE INTO A
 FE0171'BARN LOT, PASS THROUGH THE GATE AND GO ACROSS THE BARN LOT FOR
 FE0171'0.1 MILE TO ANOTHER GATE AT THE NORTHWEST CORNER OF THE LOT, GO
 FE0171'SOUTH ALONG THE EAST EDGE OF THE FIELD FOR ABOUT 0.2 MILE TO
 FE0171'THE SOUTH END OF THE FIELD, 2.8 FT. WEST OF A WITNESS SIGN, A
 FE0171'DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 FE0171'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0168 ***********************************************************************
 FE0168  DESIGNATION -  BRITT RM 1
 FE0168  PID         -  FE0168
 FE0168  STATE/COUNTY-  TN/HENDERSON
 FE0168  USGS QUAD   -  YUMA (1986)
 FE0168
 FE0168                         *CURRENT SURVEY CONTROL
 FE0168  ___________________________________________________________________
 FE0168* NAD 83(1986)-  35 47 41.     (N)    088 22 04.     (W)     SCALED    
 FE0168* NAVD 88     -       161.404  (meters)     529.54   (feet)  ADJUSTED  
 FE0168  ___________________________________________________________________
 FE0168  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0168  DYNAMIC HT  -         161.262 (meters)     529.07  (feet)  COMP
 FE0168  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FE0168
 FE0168  VERT ORDER  -  SECOND    CLASS 0
 FE0168
 FE0168.The horizontal coordinates were scaled from a topographic map and have
 FE0168.an estimated accuracy of +/- 6 seconds.
 FE0168
 FE0168.The orthometric height was determined by differential leveling
 FE0168.and adjusted by the National Geodetic Survey in June 1991..
 FE0168
 FE0168.The geoid height was determined by GEOID03.
 FE0168
 FE0168.The dynamic height is computed by dividing the NAVD 88
 FE0168.geopotential number by the normal gravity value computed on the
 FE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0168.degrees latitude (g = 980.6199 gals.).
 FE0168
 FE0168.The modeled gravity was interpolated from observed gravity values.
 FE0168
 FE0168;                    North         East    Units  Estimated Accuracy
 FE0168;SPC TN       -   164,730.      385,990.      MT  (+/- 180 meters Scaled)
 FE0168
 FE0168                          SUPERSEDED SURVEY CONTROL
 FE0168
 FE0168  NGVD 29 (??/??/??)  161.425  (m)          529.61   (f) ADJUSTED    2 0
 FE0168
 FE0168.Superseded values are not recommended for survey control.
 FE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0168.See file dsdata.txt to determine how the superseded data were derived.
 FE0168
 FE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE764620(NAD 83)
 FE0168_MARKER: DR = REFERENCE MARK DISK
 FE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0168_STAMPING: BRITT NO 1 1959
 FE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0168+STABILITY: SURFACE MOTION
 FE0168
 FE0168  HISTORY     - Date     Condition        Report By
 FE0168  HISTORY     - 1959     MONUMENTED       CGS
 FE0168  HISTORY     - 1959     GOOD             CGS
 FE0168
 FE0168                          STATION DESCRIPTION
 FE0168
 FE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0168'5 MI SSW FROM YUMA.
 FE0168'THIS MARK IS LOCATED AT THE BRITT 1959 STATION SITE, 75.5 FT.
 FE0168'SOUTH-SOUTHEAST OF THE STATION MARK, 50 FT. NORTHWEST OF THE
 FE0168'NORTHEAST CORNER OF THE FIELD, A STANDARD REFERENCE DISK
 FE0168'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0170 ***********************************************************************
 FE0170  DESIGNATION -  BRITT RM 2
 FE0170  PID         -  FE0170
 FE0170  STATE/COUNTY-  TN/HENDERSON
 FE0170  USGS QUAD   -  YUMA (1986)
 FE0170
 FE0170                         *CURRENT SURVEY CONTROL
 FE0170  ___________________________________________________________________
 FE0170* NAD 83(1986)-  35 47 41.     (N)    088 22 04.     (W)     SCALED    
 FE0170* NAVD 88     -       161.582  (meters)     530.12   (feet)  ADJUSTED  
 FE0170  ___________________________________________________________________
 FE0170  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0170  DYNAMIC HT  -         161.441 (meters)     529.66  (feet)  COMP
 FE0170  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FE0170
 FE0170  VERT ORDER  -  SECOND    CLASS 0
 FE0170
 FE0170.The horizontal coordinates were scaled from a topographic map and have
 FE0170.an estimated accuracy of +/- 6 seconds.
 FE0170
 FE0170.The orthometric height was determined by differential leveling
 FE0170.and adjusted by the National Geodetic Survey in June 1991..
 FE0170
 FE0170.The geoid height was determined by GEOID03.
 FE0170
 FE0170.The dynamic height is computed by dividing the NAVD 88
 FE0170.geopotential number by the normal gravity value computed on the
 FE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0170.degrees latitude (g = 980.6199 gals.).
 FE0170
 FE0170.The modeled gravity was interpolated from observed gravity values.
 FE0170
 FE0170;                    North         East    Units  Estimated Accuracy
 FE0170;SPC TN       -   164,730.      385,990.      MT  (+/- 180 meters Scaled)
 FE0170
 FE0170                          SUPERSEDED SURVEY CONTROL
 FE0170
 FE0170  NGVD 29 (??/??/??)  161.604  (m)          530.20   (f) ADJUSTED    2 0
 FE0170
 FE0170.Superseded values are not recommended for survey control.
 FE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0170.See file dsdata.txt to determine how the superseded data were derived.
 FE0170
 FE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE764620(NAD 83)
 FE0170_MARKER: DR = REFERENCE MARK DISK
 FE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0170_STAMPING: BRITT NO 2 1959
 FE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0170+STABILITY: SURFACE MOTION
 FE0170
 FE0170  HISTORY     - Date     Condition        Report By
 FE0170  HISTORY     - 1959     MONUMENTED       CGS
 FE0170  HISTORY     - 1959     GOOD             CGS
 FE0170
 FE0170                          STATION DESCRIPTION
 FE0170
 FE0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0170'5 MI SSW FROM YUMA.
 FE0170'THIS MARK IS LOCATED AT THE BRITT 1959 STATION SITE, 86.2 FT.
 FE0170'SOUTH-SOUTHWEST OF THE STATION MARK, 15 FT. NORTH OF THE NORTH
 FE0170'END OF THE FIELD, A STANDARD REFERENCE DISK SET IN TOP OF A
 FE0170'CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2287 ***********************************************************************
 FE2287  DESIGNATION -  BRITTON LANE LOT WT 28
 FE2287  PID         -  FE2287
 FE2287  STATE/COUNTY-  TN/MADISON
 FE2287  USGS QUAD   -  TEAGUE (1981)
 FE2287
 FE2287                         *CURRENT SURVEY CONTROL
 FE2287  ___________________________________________________________________
 FE2287* NAD 83(1995)-  35 28 56.93765(N)    088 57 07.60910(W)     ADJUSTED  
 FE2287* NAVD 88     -                                                        
 FE2287  ___________________________________________________________________
 FE2287  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FE2287  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE2287
 FE2287  HORZ ORDER  -  THIRD
 FE2287
 FE2287.The horizontal coordinates were established by classical geodetic methods
 FE2287.and adjusted by the National Geodetic Survey in April 1999..
 FE2287
 FE2287
 FE2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2287
 FE2287.The geoid height was determined by GEOID03.
 FE2287
 FE2287;                    North         East     Units Scale Factor Converg.
 FE2287;SPC TN       -   131,537.497   332,147.820   MT  0.99996712   -1 43 41.8
 FE2287;SPC TN       -   431,552.60  1,089,721.64   sFT  0.99996712   -1 43 41.8
 FE2287;UTM  16      - 3,928,302.235   322,907.062   MT  0.99998649   -1 08 00.3
 FE2287
 FE2287                          SUPERSEDED SURVEY CONTROL
 FE2287
 FE2287  NAD 83(1995)-  35 28 56.94339(N)    088 57 07.61316(W) AD(       ) 4
 FE2287  NAD 83(1986)-  35 28 56.94935(N)    088 57 07.60987(W) AD(       ) 4
 FE2287  NAD 27      -  35 28 56.67000(N)    088 57 07.39000(W) AD(       ) 3
 FE2287
 FE2287.Superseded values are not recommended for survey control.
 FE2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2287.See file dsdata.txt to determine how the superseded data were derived.
 FE2287
 FE2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2290728302(NAD 83)
 FE2287_MARKER: 57 = LOOKOUT TOWER
 FE2287
 FE2287  HISTORY     - Date     Condition        Report By
 FE2287  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2287
 FE2287                          STATION DESCRIPTION
 FE2287
 FE2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2287'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER. THE TOWER
 FE2287'IS A FOUR LEGGED STEEL STRUCTURE, UNPAINTED AND HAS A SMALL
 FE2287'HOUSE-LIKE STRUCTURE ON THE TOP. THE OVERALL HEIGHT OF THE TOWER IS
 FE2287'85 FEET.
 FE2287'
 FE2287'TO REACH THE TOWER FROM THE CEMETERY AT THE SOUTH EDGE OF THE SMALL
 FE2287'VILLAGE OF UPTONVILLE, GO NORTH ON STEAM MILL FERRY ROAD FOR 3.65
 FE2287'MILES TO ROBINS GROCERY AND SERVICE STATION ON THE LEFT. THE TOWER IS
 FE2287'ABOUT 150 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1211 ***********************************************************************
 FE1211  DESIGNATION -  BROAD
 FE1211  PID         -  FE1211
 FE1211  STATE/COUNTY-  TN/SHELBY
 FE1211  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1211
 FE1211                         *CURRENT SURVEY CONTROL
 FE1211  ___________________________________________________________________
 FE1211* NAD 83(1995)-  35 08 50.26677(N)    089 57 51.93476(W)     ADJUSTED  
 FE1211* NAVD 88     -        84.396  (meters)     276.89   (feet)  ADJUSTED  
 FE1211  ___________________________________________________________________
 FE1211  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE1211  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1211  DYNAMIC HT  -          84.320 (meters)     276.64  (feet)  COMP
 FE1211  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE1211
 FE1211  HORZ ORDER  -  SECOND
 FE1211  VERT ORDER  -  SECOND    CLASS 0
 FE1211
 FE1211.The horizontal coordinates were established by classical geodetic methods
 FE1211.and adjusted by the National Geodetic Survey in April 1999..
 FE1211
 FE1211.The orthometric height was determined by differential leveling
 FE1211.and adjusted by the National Geodetic Survey in June 1991..
 FE1211
 FE1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1211
 FE1211.The geoid height was determined by GEOID03.
 FE1211
 FE1211.The dynamic height is computed by dividing the NAVD 88
 FE1211.geopotential number by the normal gravity value computed on the
 FE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1211.degrees latitude (g = 980.6199 gals.).
 FE1211
 FE1211.The modeled gravity was interpolated from observed gravity values.
 FE1211
 FE1211;                    North         East     Units Scale Factor Converg.
 FE1211;SPC TN       -    97,626.054   238,836.176   MT  1.00001971   -2 19 15.4
 FE1211;SPC TN       -   320,294.81    783,581.69   sFT  1.00001971   -2 19 15.4
 FE1211;UTM  16      - 3,893,401.930   229,935.882   MT  1.00049896   -1 42 27.3
 FE1211;UTM  15      - 3,893,597.545   776,547.795   MT  1.00054265   +1 44 55.1
 FE1211
 FE1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1211!SPC TN       -   0.99999104  x   1.00001971  =   1.00001075
 FE1211!UTM  16      -   0.99999104  x   1.00049896  =   1.00049000
 FE1211!UTM  15      -   0.99999104  x   1.00054265  =   1.00053369
 FE1211
 FE1211                          SUPERSEDED SURVEY CONTROL
 FE1211
 FE1211  NAD 83(1995)-  35 08 50.26929(N)    089 57 51.93406(W) AD(       ) 2
 FE1211  NAD 83(1995)-  35 08 50.27223(N)    089 57 51.93450(W) AD(       ) 2
 FE1211  NAD 83(1986)-  35 08 50.27718(N)    089 57 51.93570(W) AD(       ) 2
 FE1211  NAD 27      -  35 08 49.95550(N)    089 57 51.61510(W) AD(       ) 2
 FE1211  NGVD 29 (??/??/??)   84.371  (m)          276.81   (f) ADJUSTED    2 0
 FE1211
 FE1211.Superseded values are not recommended for survey control.
 FE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1211.See file dsdata.txt to determine how the superseded data were derived.
 FE1211
 FE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2993693402(NAD 83)
 FE1211_MARKER: DE = TRAVERSE STATION DISK
 FE1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1211_SP_SET: SIDEWALK
 FE1211_STAMPING: BROAD 1959
 FE1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1211
 FE1211  HISTORY     - Date     Condition        Report By
 FE1211  HISTORY     - 1959     MONUMENTED       CGS
 FE1211  HISTORY     - 1959     GOOD             CGS
 FE1211  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1211  HISTORY     - 19940810 MARK NOT FOUND   TN1620
 FE1211
 FE1211                          STATION DESCRIPTION
 FE1211
 FE1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1211'THE STATION IS LOCATED AT THE INTERSECTION OF CARPENTER STREET AND
 FE1211'BROAD AVENUE IN THE NORTH CENTRAL SECTION OF MEMPHIS, ABOUT 3.0 MILES
 FE1211'EAST OF THE MAIN SEARS, ROEBUCK AND CO. STORE BUILDING, 0.2 MILE
 FE1211'SOUTH OF SUMMER AVENUE, AND NEAR THE SOUTHEAST CORNER OF THE
 FE1211'LESTER SCHOOL GROUNDS.
 FE1211'
 FE1211'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED BROAD 1959, IS SET
 FE1211'IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 30 FEET
 FE1211'WEST-NORTHWEST OF A FIRE HYDRANT, 28 FEET EAST-SOUTHEAST OF A POWER
 FE1211'LINE POLE, 14 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF BROAD
 FE1211'AVE., AND 4 FEET SOUTH OF THE SOUTH CURB OF BROAD AVE.
 FE1211'
 FE1211'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 FE1211
 FE1211                          STATION RECOVERY (1959)
 FE1211
 FE1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1211'IN MEMPHIS.
 FE1211'THE STATION IS LOCATED AT THE INTERSECTION OF CARPENTER STREET
 FE1211'AND BROAD AVENUE IN THE NORTH CENTRAL SECTION OF MEMPHIS, ABOUT
 FE1211'3.0 MILES EAST OF THE MAIN SEARS, ROBUCK AND CO. STORE BUILDING,
 FE1211'0.2 MILE SOUTH OF SUMMER AVENUE, AND NEAR THE SOUTHEAST CORNER
 FE1211'OF THE LESTER SCHOOL GROUNDS.  THE STATION MARK IS A STANDARD
 FE1211'STATION TRAVERSE DISK, SET FLUSH IN A DRILL HOLE IN THE SIDEWALK.
 FE1211'IT IS 30 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 28 FEET
 FE1211'EAST-SOUTHEAST OF A POWER LINE POLE, 14 FEET SOUTH OF THE CENTER
 FE1211'OF THE SOUTH LANE OF BROAD AVE., AND 4 FEET SOUTH OF THE SOUTH
 FE1211'CURB OF BROAD AVE.
 FE1211
 FE1211                          STATION RECOVERY (1989)
 FE1211
 FE1211'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1211'MARK NOT FOUND.
 FE1211
 FE1211                          STATION RECOVERY (1994)
 FE1211
 FE1211'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1127 ***********************************************************************
 GD1127  DESIGNATION -  BROADMOOR
 GD1127  PID         -  GD1127
 GD1127  STATE/COUNTY-  TN/DYER
 GD1127  USGS QUAD   -  MISTON (1983)
 GD1127
 GD1127                         *CURRENT SURVEY CONTROL
 GD1127  ___________________________________________________________________
 GD1127* NAD 83(1995)-  36 12 45.39643(N)    089 27 53.11394(W)     ADJUSTED  
 GD1127* NAVD 88     -        84.557  (meters)     277.42   (feet)  ADJUSTED  
 GD1127  ___________________________________________________________________
 GD1127  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GD1127  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1127  DYNAMIC HT  -          84.487 (meters)     277.19  (feet)  COMP
 GD1127  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GD1127
 GD1127  HORZ ORDER  -  THIRD
 GD1127  VERT ORDER  -  FIRST     CLASS I
 GD1127
 GD1127.The horizontal coordinates were established by classical geodetic methods
 GD1127.and adjusted by the National Geodetic Survey in April 1999..
 GD1127
 GD1127.The orthometric height was determined by differential leveling
 GD1127.and adjusted by the National Geodetic Survey in June 1991..
 GD1127
 GD1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1127
 GD1127.The geoid height was determined by GEOID03.
 GD1127
 GD1127.The dynamic height is computed by dividing the NAVD 88
 GD1127.geopotential number by the normal gravity value computed on the
 GD1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1127.degrees latitude (g = 980.6199 gals.).
 GD1127
 GD1127.The modeled gravity was interpolated from observed gravity values.
 GD1127
 GD1127;                    North         East     Units Scale Factor Converg.
 GD1127;SPC TN       -   214,020.066   288,520.060   MT  0.99997017   -2 01 42.3
 GD1127;SPC TN       -   702,164.17    946,586.23   sFT  0.99997017   -2 01 42.3
 GD1127;SPC MO E     -    42,578.385   343,085.757   MT  1.00004006   +0 36 41.9
 GD1127;UTM  16      - 4,010,346.922   278,434.579   MT  1.00020491   -1 27 24.2
 GD1127
 GD1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1127!SPC TN       -   0.99999118  x   0.99997017  =   0.99996135
 GD1127!SPC MO E     -   0.99999118  x   1.00004006  =   1.00003124
 GD1127!UTM  16      -   0.99999118  x   1.00020491  =   1.00019609
 GD1127
 GD1127|---------------------------------------------------------------------|
 GD1127| PID    Reference Object                     Distance      Geod. Az  |
 GD1127|                                                           dddmmss.s |
 GD1127| GD1128 BROADMOOR RM 1                       13.666 METERS 14140     |
 GD1127| GD1130 BROADMOOR AZ MK                     APPROX. 0.7 KM 1584812.0 |
 GD1127| GD1129 BROADMOOR RM 2                       11.507 METERS 19844     |
 GD1127|---------------------------------------------------------------------|
 GD1127
 GD1127                          SUPERSEDED SURVEY CONTROL
 GD1127
 GD1127  NAD 83(1995)-  36 12 45.40056(N)    089 27 53.11436(W) AD(       ) 3
 GD1127  NAD 83(1995)-  36 12 45.40115(N)    089 27 53.11498(W) AD(       ) 3
 GD1127  NAD 83(1986)-  36 12 45.40767(N)    089 27 53.11338(W) AD(       ) 3
 GD1127  NAD 27      -  36 12 45.16010(N)    089 27 52.84580(W) AD(       ) 3
 GD1127  NGVD 29 (??/??/??)   84.481  (m)          277.17   (f) ADJUSTED    1 1
 GD1127
 GD1127.Superseded values are not recommended for survey control.
 GD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1127.See file dsdata.txt to determine how the superseded data were derived.
 GD1127
 GD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7843510347(NAD 83)
 GD1127_MARKER: DS = TRIANGULATION STATION DISK
 GD1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1127_STAMPING: BROADMOOR 1959
 GD1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1127+STABILITY: SURFACE MOTION
 GD1127
 GD1127  HISTORY     - Date     Condition        Report By
 GD1127  HISTORY     - 1959     MONUMENTED       CGS
 GD1127  HISTORY     - 1967     GOOD             CGS
 GD1127  HISTORY     - 1974     GOOD             NGS
 GD1127  HISTORY     - 1974     GOOD             NGS
 GD1127
 GD1127                          STATION DESCRIPTION
 GD1127
 GD1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1127'THE STATION IS ABOUT 4 MILES NORTH OF BOGOTA, ABOUT 5 MILES SOUTH OF
 GD1127'RIDGLEY AND ON ROAD RIGHT-OF-WAY.  IT IS 78 FEET NORTHEAST OF THE
 GD1127'INTERSECTION OF STATE HIGHWAY 78 AND A GRAVELED CROSSROAD, 17 FEET
 GD1127'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET NORTHEAST OF
 GD1127'A WHITE WITNESS POST AND 3 FEET EAST OF A POWER POLE.  THE
 GD1127'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BROADMOOR
 GD1127'1959.
 GD1127'
 GD1127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 103
 GD1127'AT THE SOUTH EDGE OF BOGOTA, GO NORTH ON HIGHWAY 78 FOR 3.45 MILES TO
 GD1127'THE BROADMOOR CHURCH OF CHRIST ON THE LEFT AND AZIMUTH MARK ON THE
 GD1127'LEFT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 78 FOR 0.4 MILE TO A
 GD1127'GRAVELED CROSSROAD AND THE STATION IS IN NORTHEAST ANGLE AS
 GD1127'DESCRIBED.
 GD1127'
 GD1127'REFERENCE MARK 1 IS 99 FEET EAST OF THE INTERSECTION OF THE CROSSROAD
 GD1127'AND 16 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GD1127'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROADMOOR NO 1
 GD1127'1959.
 GD1127'
 GD1127'REFERENCE MARK 2 IS 61 FEET EAST OF THE INTERSECTION OF THE CROSSROAD
 GD1127'AND 18 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GD1127'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BROADMOOR NO 2
 GD1127'1959.
 GD1127'
 GD1127'THE AZIMUTH MARK IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1127'CHURCH, 44 FEET WEST OF THE CENTERLINE OF HIGHWAY 78 AND 1 FOOT
 GD1127'NORTH OF A WHITE WITNESS POST AND POWER POLE.  THE MONUMENT IS FLUSH
 GD1127'AND THE DISK IS STAMPED BROADMOOR 1959.
 GD1127'
 GD1127'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1127
 GD1127                          STATION RECOVERY (1967)
 GD1127
 GD1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1127'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED. CONDITION OF
 GD1127'ALL MARKS GOOD.
 GD1127'
 GD1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 GD1127'OF BAGOTA.
 GD1127
 GD1127                          STATION RECOVERY (1974)
 GD1127
 GD1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1127'R. M. 1 AND 2 WERE FOUND DESTROYED, DISK WAS REMOVED BY PARTY G-37,
 GD1127'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND
 GD1127'LEVELED OVER IN 1974.
 GD1127'
 GD1127'TO REACH GO 3.9 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GD1127'JUNCTION OF STATE HIGHWAY 103 AT BOGOTA.
 GD1127'
 GD1127'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1127'BROADMOOR 1959.  AT THE INTERSECTION OF A DIRT ROAD AND THE
 GD1127'DYER-OBION COUNTY LINE, 92.7 FEET EAST OF THE COUNTY LINE SIGN,
 GD1127'78.1 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 GD1127'NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS
 GD1127'POST, IN A CONCRETE POST.
 GD1127'
 GD1127'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED, BROADMOOR
 GD1127'1959.  0.4 MILE SOUTHEAST OF THE STATION, IN THE NORTH LAWN OF
 GD1127'BROADMOOR CHURCH OF CHRIST, 43.5 FEET SOUTHWEST OF THE CENTER LINE
 GD1127'OF THE HIGHWAY, 71.5 FEET NORTH OF THE NORTH CORNER OF THE CHURCH
 GD1127'BUILDING, IN A CONCRETE POST.
 GD1127'
 GD1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.9 MILES
 GD1127'NORTHWEST OF BOGOTA.
 GD1127
 GD1127                          STATION RECOVERY (1974)
 GD1127
 GD1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1127'3.90 MI NW FROM BOGOTA.
 GD1127'ABOUT 3.90 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1127'WITH STATE HIGHWAY 103 AT BOGOTA, AT AN INTERSECTION OF A DIRT ROAD
 GD1127'RUNNING EAST AND WEST (ALSO DYER AND OBION COUNTY LINE), ALSO POWER
 GD1127'LINE SPUR TO THE EAST, 92.7 FEET EAST OF THE COUNTY LINE SIGN, 78.1
 GD1127'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 78, 17.2 FEET NORTH
 GD1127'OF THE CENTER LINE OF DIRT ROAD LEADING EAST, 3.5 FEET EAST OF A POWER
 GD1127'POLE WITH ONE GUY WIRE AND WITNESS SIGN, 1.5 FEET WEST OF A WOODEN
 GD1127'WITNESS POST, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 GD1127'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1130 ***********************************************************************
 GD1130  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1130  DESIGNATION -  BROADMOOR AZ MK
 GD1130  PID         -  GD1130
 GD1130  STATE/COUNTY-  TN/DYER
 GD1130  USGS QUAD   -  MISTON (1983)
 GD1130
 GD1130                         *CURRENT SURVEY CONTROL
 GD1130  ___________________________________________________________________
 GD1130* NAD 83(1995)-  36 12 23.58258(N)    089 27 42.67566(W)     ADJUSTED  
 GD1130* NAVD 88     -        85.54   (meters)     280.6    (feet)  GPS OBS   
 GD1130  ___________________________________________________________________
 GD1130  X           -      48,394.075 (meters)                     COMP
 GD1130  Y           -  -5,152,312.761 (meters)                     COMP
 GD1130  Z           -   3,746,743.030 (meters)                     COMP
 GD1130  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GD1130  ELLIP HEIGHT-          57.17  (meters)          (05/31/05) GPS OBS
 GD1130  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1130  DYNAMIC HT  -          85.47  (meters)     280.4   (feet)  COMP
 GD1130  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GD1130
 GD1130  HORZ ORDER  -  FIRST
 GD1130  VERT ORDER  -  THIRD (See Below)
 GD1130  ELLP ORDER  -  FOURTH    CLASS II
 GD1130
 GD1130.The horizontal coordinates were established by GPS observations
 GD1130.and adjusted by the National Geodetic Survey in May 2005..
 GD1130
 GD1130.The orthometric height was determined by GPS observations and a
 GD1130.high-resolution geoid model using precise GPS observation and
 GD1130.processing techniques. It supersedes the leveled height previously
 GD1130.determined for this station.
 GD1130.The vertical order pertains to the first NAVD 88 superseded value.
 GD1130
 GD1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1130
 GD1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1130
 GD1130.The ellipsoidal height was determined by GPS observations
 GD1130.and is referenced to NAD 83.
 GD1130
 GD1130.The geoid height was determined by GEOID03.
 GD1130
 GD1130.The dynamic height is computed by dividing the NAVD 88
 GD1130.geopotential number by the normal gravity value computed on the
 GD1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1130.degrees latitude (g = 980.6199 gals.).
 GD1130
 GD1130.The modeled gravity was interpolated from observed gravity values.
 GD1130
 GD1130;                    North         East     Units Scale Factor Converg.
 GD1130;SPC TN       -   213,338.914   288,756.839   MT  0.99996947   -2 01 36.1
 GD1130;SPC TN       -   699,929.42    947,363.06   sFT  0.99996947   -2 01 36.1
 GD1130;UTM  16      - 4,009,668.008   278,678.201   MT  1.00020358   -1 27 17.3
 GD1130
 GD1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1130!SPC TN       -   0.99999103  x   0.99996947  =   0.99996050
 GD1130!UTM  16      -   0.99999103  x   1.00020358  =   1.00019461
 GD1130
 GD1130                          SUPERSEDED SURVEY CONTROL
 GD1130
 GD1130  NAD 83(1995)-  36 12 23.58319(N)    089 27 42.67737(W) AD(       ) 1
 GD1130  ELLIP H (02/20/01)   57.15   (m)                       GP(       ) 2 1
 GD1130  NAVD 88 (06/15/91)   85.478  (m)          280.44   (f) ADJUSTED    1 1
 GD1130  NGVD 29 (??/??/??)   85.402  (m)          280.19   (f) ADJUSTED    1 1
 GD1130
 GD1130.Superseded values are not recommended for survey control.
 GD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1130.See file dsdata.txt to determine how the superseded data were derived.
 GD1130
 GD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7867809668(NAD 83)
 GD1130_MARKER: DZ = AZIMUTH MARK DISK
 GD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1130_STAMPING: BROADMOOR 1959
 GD1130_MARK LOGO: NONE  
 GD1130_PROJECTION: FLUSH
 GD1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1130+STABILITY: SURFACE MOTION
 GD1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1130+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1130
 GD1130  HISTORY     - Date     Condition        Report By
 GD1130  HISTORY     - 1959     MONUMENTED       CGS
 GD1130  HISTORY     - 1974     GOOD             NGS
 GD1130  HISTORY     - 1999     GOOD             LOWE
 GD1130  HISTORY     - 20020802 GOOD             USACE
 GD1130  HISTORY     - 20030709 GOOD             EMCINC
 GD1130
 GD1130                          STATION DESCRIPTION
 GD1130
 GD1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1130'3.50 MI NW FROM BOGOTA.
 GD1130'ABOUT 3.50 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1130'WITH STATE HIGHWAY 103 AT BOGOTA, SET IN THE NORTH LAWN OF THE
 GD1130'BROADMOOR CHURCH OF CHRIST, 43.5 FEET SOUTHWEST OF THE CENTER LINE OF
 GD1130'THE HIGHWAY, 71.5 FEET NORTH OF THE NORTH CORNER OF THE CHURCH, 1.6
 GD1130'FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER AND THREE GUY WIRES,
 GD1130'1.2 FEET SOUTH-SOUTHEAST OF A WOODEN WITNESS POST, 1 FOOT BELOW LEVEL
 GD1130'OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GD1130'GROUND.
 GD1130
 GD1130                          STATION RECOVERY (1999)
 GD1130
 GD1130'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1130'RECOVERED 1999
 GD1130'RECOVERED IN GOOD CONDITION.
 GD1130' 
 GD1130'
 GD1130
 GD1130                          STATION RECOVERY (2002)
 GD1130
 GD1130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1130'RECOVERED IN GOOD CONDITION.
 GD1130
 GD1130                          STATION RECOVERY (2003)
 GD1130
 GD1130'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1130'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2450 ***********************************************************************
 FE2450  DESIGNATION -  BROADVIEW
 FE2450  PID         -  FE2450
 FE2450  STATE/COUNTY-  TN/CROCKETT
 FE2450  USGS QUAD   -  CHESTNUT BLUFF (1981)
 FE2450
 FE2450                         *CURRENT SURVEY CONTROL
 FE2450  ___________________________________________________________________
 FE2450* NAD 83(1995)-  35 50 15.80426(N)    089 15 48.99923(W)     ADJUSTED  
 FE2450* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 FE2450  ___________________________________________________________________
 FE2450  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FE2450  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE2450
 FE2450  HORZ ORDER  -  SECOND
 FE2450
 FE2450.The horizontal coordinates were established by classical geodetic methods
 FE2450.and adjusted by the National Geodetic Survey in April 1999..
 FE2450
 FE2450.The orthometric height was scaled from a topographic map.
 FE2450
 FE2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2450
 FE2450.The geoid height was determined by GEOID03.
 FE2450
 FE2450;                    North         East     Units Scale Factor Converg.
 FE2450;SPC TN       -   171,826.209   305,208.992   MT  0.99994840   -1 54 38.3
 FE2450;SPC TN       -   563,733.15  1,001,339.83   sFT  0.99994840   -1 54 38.3
 FE2450;UTM  16      - 3,968,315.140   295,552.118   MT  1.00011508   -1 19 32.8
 FE2450
 FE2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2450!SPC TN       -   0.99998117  x   0.99994840  =   0.99992957
 FE2450!UTM  16      -   0.99998117  x   1.00011508  =   1.00009624
 FE2450
 FE2450|---------------------------------------------------------------------|
 FE2450| PID    Reference Object                     Distance      Geod. Az  |
 FE2450|                                                           dddmmss.s |
 FE2450| FE2854 BROADVIEW RM 1                       25.076 METERS 02657     |
 FE2450| FE2407 ALAMO MUNICIPAL TANK                APPROX.14.9 KM 1145941.6 |
 FE2450| FE2856 BROADVIEW AZ MK                                    1300204.7 |
 FE2450| FE2451 MAURY CITY RAD STA KIS 93 MAST       34.285 METERS 27452     |
 FE2450| FE2855 BROADVIEW RM 2                       28.930 METERS 28142     |
 FE2450|---------------------------------------------------------------------|
 FE2450
 FE2450                          SUPERSEDED SURVEY CONTROL
 FE2450
 FE2450  NAD 83(1995)-  35 50 15.80907(N)    089 15 49.00104(W) AD(       ) 2
 FE2450  NAD 83(1986)-  35 50 15.81539(N)    089 15 48.99955(W) AD(       ) 2
 FE2450  NAD 27      -  35 50 15.54820(N)    089 15 48.74500(W) AD(       ) 2
 FE2450
 FE2450.Superseded values are not recommended for survey control.
 FE2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2450.See file dsdata.txt to determine how the superseded data were derived.
 FE2450
 FE2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9555268315(NAD 83)
 FE2450_MARKER: DS = TRIANGULATION STATION DISK
 FE2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2450
 FE2450  HISTORY     - Date     Condition        Report By
 FE2450  HISTORY     - 1958     MONUMENTED       CGS
 FE2450  HISTORY     - 1959     GOOD             CGS
 FE2450  HISTORY     - 1967     GOOD             CGS
 FE2450
 FE2450                          STATION DESCRIPTION
 FE2450
 FE2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2450'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF FRIENDSHIP AND 2.5
 FE2450'MILES NORTHWEST OF MAURY CITY IN THE COMMUNITY OF BROADVIEW ON
 FE2450'PROPERTY OWNED BY MRS. ANNIE COOK. IT IS 75 FEET SOUTHEAST OF A
 FE2450'GRAVELED DRIVEWAY, 20 FEET WEST OF A WIRE FENCE, 22 FEET SOUTHWEST
 FE2450'OF A WHITE WITNESS POST AND 38 FEET NORTHWEST OF A POWER LINE POLE.
 FE2450'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BROADVIEW
 FE2450'1958.
 FE2450'
 FE2450'TO REACH THE STATION FROM THE MAURY CITY CHURCH OF CHRIST IN MAURY
 FE2450'CITY, GO WEST AND NORTH ON A PAVED ROAD FOR 0.45 MILE TO THE END OF
 FE2450'PAVEMENT AND A SCHOOL ON THE RIGHT. BEAR LEFT AND GO WESTERLY ON THE
 FE2450'GRAVELED ROAD FOR 1.25 MILES TO A GRAVELED SIDE ROAD RIGHT.
 FE2450'CONTINUE WEST ON THE MAIN GRAVELED ROAD FOR 0.35 MILE TO A
 FE2450'Y-INTERSECTION AND THE AZIMUTH MARK IN THE ANGLE FORMED BY THE
 FE2450'INTERSECTION. TURN RIGHT AND GO NORTHWESTERLY ON THE GRAVELED ROAD
 FE2450'FOR 0.85 MILE TO FLOYDS CHAPEL METHODIST CHURCH ON THE RIGHT.
 FE2450'CONTINUE WESTERLY ON THE MAIN GRAVELED ROAD FOR 0.15 MILE TO A FARM
 FE2450'DRIVEWAY ON THE LEFT. TURN LEFT INTO THE DRIVEWAY AND PASS TO THE
 FE2450'LEFT OF MRS. ANNIE COOKS HOUSE AND CONTINUE SOUTH ON THE GRAVELED
 FE2450'DRIVEWAY FOR 0.1 MILE TO A GATE AND A BARN ON THE RIGHT. CONTINUE
 FE2450'SOUTH UP THE HILL FOR 0.05 MILE TO RADIO STATION MAST AND THE
 FE2450'STATION AS DESCRIBED.
 FE2450'
 FE2450'REFERENCE MARK 1 IS 38 FEET SOUTH OF A SOUTH GATE POST, 34 FEET
 FE2450'SOUTHEAST OF THE GRAVELED DRIVEWAY, AND 1 FOOT WEST OF A WIRE FENCE.
 FE2450'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADVIEW NO 1 1958.
 FE2450'
 FE2450'REFERENCE MARK 2 IS SET AT THE NORTHEAST CORNER OF HIGH WOVEN FENCE
 FE2450'AROUND THE RADIO STATION MAST AND IS 21 FEET NORTH OF A POWER LINE
 FE2450'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADVIEW NO 2
 FE2450'1958.
 FE2450'
 FE2450'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2450'ROAD, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 FE2450'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 FE2450'CORNER. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2450'BROADVIEW 1958.
 FE2450'
 FE2450'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2450
 FE2450                          STATION RECOVERY (1959)
 FE2450
 FE2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2450'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FE2450'FOUND IN GOOD CONDITION. THE DIRECTION TO THE AZIMUTH MARK
 FE2450'CHECKED. THE DISTANCE AND DIRECTION CHECKED TO RM 1 AND 2. THE FENCE
 FE2450'USED AS A REFERENCE POINT TO THE STATION MARK AND REFERENCE
 FE2450'MARK 1 HAS BEEN MOVED.
 FE2450'
 FE2450'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 FE2450'
 FE2450'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF FRIENDSHIP AND 2-1/2
 FE2450'MILES NORTHWEST OF MAURY CITY, IN THE COMMUNITY OF BROADVIEW AND ON
 FE2450'THE PROPERTY OF MRS. ANNIE COOK. IT IS 75 FEET SOUTHEAST OF A
 FE2450'GRAVELED DRIVEWAY, 38 FT EAST OF A POWER POLE, 24 FEET WEST OF A
 FE2450'WIRE FENCE AND 22 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 FE2450'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BROADVIEW
 FE2450'1958.
 FE2450'
 FE2450'TO REACH THE STATION FROM THE MAURY CITY CHURCH OF CHRIST IN MAURY
 FE2450'CITY, GO WEST AND NORTH ON A PAVED ROAD FOR 0.45 MILE TO THE END OF
 FE2450'THE PAVEMENT AND A SCHOOL ON THE RIGHT. BEAR LEFT AND GO WESTERLY ON
 FE2450'THE GRAVELED ROAD FOR 1.25 MILES TO A GRAVELED SIDE ROAD RIGHT.
 FE2450'CONTINUE WEST ON THE MAIN GRAVELED ROAD FOR 0.35 MILE TO A
 FE2450'Y-INTERSECTION AND THE AZIMUTH MARK IN THE ANGLE FORMED BY THE
 FE2450'INTERSECTION. TURN RIGHT AND GO NORTHWESTERLY ON THE GRAVELED ROAD
 FE2450'FOR 0.85 MILE TO FLOYDS CHAPEL METHODIST CHURCH ON THE RIGHT.
 FE2450'CONTINUE WESTERLY ON THE MAIN GRAVELED ROAD FOR 0.15 MILE TO A FARM
 FE2450'DRIVEWAY ON THE LEFT. TURN LEFT INTO THE DRIVEWAY AND PASS TO
 FE2450'THE LEFT OF MRS. ANNIE COOKS HOUSE AND CONTINUE SOUTH ON THE
 FE2450'DRIVEWAY FOR 0.1 MILE TO A GATE AND A BARN ON THE RIGHT. PASS THROUGH
 FE2450'THE GATE AND CONTINUE SOUTHERLY, PASSING THROUGH TWO MORE
 FE2450'GATES, UP A SMALL HILL FOR 0.05 MILE TO A RADIO MAST AND THE STATION
 FE2450'AS DESCRIBED.
 FE2450'
 FE2450'REFERENCE MARK 1 IS 35 FEET SOUTH OF A SOUTH GATE POST, 34 FEET
 FE2450'SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 1 FOOT EAST OF
 FE2450'A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2450'BROADVIEW NO 1 1958.
 FE2450'
 FE2450'REFERENCE MARK 2 IS AT THE NORTHEAST CORNER OF THE HIGH WOVEN FENCE
 FE2450'AROUND THE RADIO MAST AND IS 22 FEET NORTH OF A POWER POLE. THE
 FE2450'MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADVIEW NO 2
 FE2450'1958.
 FE2450'
 FE2450'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2450'ROAD, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 FE2450'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 FE2450'CORNER. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2450'BROADVIEW 1958.
 FE2450'
 FE2450'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2450
 FE2450                          STATION RECOVERY (1967)
 FE2450
 FE2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2450'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2450'CONDITION. DUE TO CHANGES IN THE PHYSICAL GEOGRAPHY OF THE AREA,
 FE2450'THE ORIGINAL STATION DESCRIPTION AND TO-REACH ARE NO LONGER
 FE2450'COMPLETELY ADEQUATE.
 FE2450'
 FE2450'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2450'
 FE2450'THE STATION IS LOCATED NEAR THE SITE OF MAURY CITY, RADIO STATION KIS
 FE2450'93 MAST ABOUT 5 MILES SOUTH-SOUTHWEST OF FRIENDSHIP AND 2
 FE2450'1/2 MILES NORTHWEST OF MAURY CITY, AND IS ON THE PROPERTY OF MRS.
 FE2450'ANNIE COOK.
 FE2450'
 FE2450'TO REACH FROM THE NEW POST OFFICE IN MAURY CITY, GO WEST AND NORTH ON
 FE2450'A PAVED ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND CONTINUE
 FE2450'WEST ON THE PAVED ROAD FOR 1.6 MILES TO WHERE THE PAVED ROAD BEARS
 FE2450'RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD AT A Y
 FE2450'AND THE AZIMUTH MARK IN THE ANGLE OF THIS Y AS DESCRIBED. HERE BEAR
 FE2450'RIGHT AND GO NORTHWESTERLY ON THE PAVED ROAD FOR 0.85 MILE TO
 FE2450'FLOYDS CHAPEL METHODIST CHURCH ON THE RIGHT, CONTINUE WESTERLY ON THE
 FE2450'PAVED ROAD FOR 0.15 MILE TO A GRAVELED DRIVE ON THE LEFT LEADING
 FE2450'INTO MRS. ANNIE COOKS FARM HOME. HERE TURN LEFT ON THIS DRIVE KEEPING
 FE2450'TO THE EAST OF THE FARM HOME AND GO SOUTHERLY FOR 0.1 MILE TO A BARN
 FE2450'LOT, PASS THROUGH THIS BARN LOT AND CONTINUE SOUTH AND
 FE2450'SOUTHWESTERLY ON THE GRAVELED DRIVE, PASSING THROUGH TWO GATES, FOR
 FE2450'0.05 MILE TO THE TOP OF THE HILL AT THE RADIO MAST AND THE STATION
 FE2450'AS DESCRIBED.
 FE2450'
 FE2450'THE STATION IS 113 FEET WEST OF THE RADIO MAST, 75 FEET SOUTHEAST OF
 FE2450'THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, 38 FEET EAST OF A
 FE2450'POWERLINE TRANSFORMER POLE, 24 FEET WEST OF A WIRE FENCE, AND 0.8 OF
 FE2450'A FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 FE2450'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FE2450'ABOUT 1 INCH AND THE DISK IS STAMPED BROADVIEW
 FE2450'1958.
 FE2450'
 FE2450'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF A SOUTH GATE POST, 34 FEET
 FE2450'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, AND 1
 FE2450'FOOT EAST OF A WIRE FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2450'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2450'STAMPED BROADVIEW NO 1 1958.
 FE2450'
 FE2450'REFERENCE MARK NO. 2 IS AT THE NORTHWEST CORNER OF THE FENCED
 FE2450'ENCLOSURE AROUND THE RADIO MAST AND 22 FEET NORTH OF A POWERLINE
 FE2450'TRANSFORMER POLE. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2450'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BROADVIEW
 FE2450'NO 2 1958.
 FE2450'
 FE2450'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2450'REFERENCE MARK NO. 2 IS 141.08 FEET-43.001 METERS.
 FE2450'
 FE2450'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FE2450'PAVED ROAD, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FE2450'ROAD, 2 FEET NORTH OF A WHITE WOODEN POST, AND 0.8 OF A FOOT EAST OF
 FE2450'A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP
 FE2450'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 FE2450'AND THE DISK IS STAMPED BROADVIEW 1958.
 FE2450'
 FE2450'THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0374 ***********************************************************************
 FF0374  DESIGNATION -  BROOKS
 FF0374  PID         -  FF0374
 FF0374  STATE/COUNTY-  TN/SHELBY
 FF0374  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0374
 FF0374                         *CURRENT SURVEY CONTROL
 FF0374  ___________________________________________________________________
 FF0374* NAD 83(1995)-  35 03 33.69451(N)    090 01 14.61835(W)     ADJUSTED  
 FF0374* NAVD 88     -        81.893  (meters)     268.68   (feet)  ADJUSTED  
 FF0374  ___________________________________________________________________
 FF0374  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FF0374  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0374  DYNAMIC HT  -          81.818 (meters)     268.43  (feet)  COMP
 FF0374  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 FF0374
 FF0374  HORZ ORDER  -  SECOND
 FF0374  VERT ORDER  -  SECOND    CLASS 0
 FF0374
 FF0374.The horizontal coordinates were established by classical geodetic methods
 FF0374.and adjusted by the National Geodetic Survey in April 1999..
 FF0374
 FF0374.The orthometric height was determined by differential leveling
 FF0374.and adjusted by the National Geodetic Survey in June 1991..
 FF0374
 FF0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0374
 FF0374.The geoid height was determined by GEOID03.
 FF0374
 FF0374.The dynamic height is computed by dividing the NAVD 88
 FF0374.geopotential number by the normal gravity value computed on the
 FF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0374.degrees latitude (g = 980.6199 gals.).
 FF0374
 FF0374.The modeled gravity was interpolated from observed gravity values.
 FF0374
 FF0374;                    North         East     Units Scale Factor Converg.
 FF0374;SPC TN       -    88,087.325   233,309.253   MT  1.00003911   -2 21 14.0
 FF0374;SPC TN       -   288,999.83    765,448.77   sFT  1.00003911   -2 21 14.0
 FF0374;UTM  15      - 3,883,685.849   771,709.060   MT  1.00050996   +1 42 44.7
 FF0374;UTM  16      - 3,883,799.700   224,509.093   MT  1.00053548   -1 44 10.6
 FF0374
 FF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0374!SPC TN       -   0.99999144  x   1.00003911  =   1.00003055
 FF0374!UTM  15      -   0.99999144  x   1.00050996  =   1.00050139
 FF0374!UTM  16      -   0.99999144  x   1.00053548  =   1.00052691
 FF0374
 FF0374|---------------------------------------------------------------------|
 FF0374| PID    Reference Object                     Distance      Geod. Az  |
 FF0374|                                                           dddmmss.s |
 FF0374| FF0375 BROOKS RM 1                          23.305 METERS 02116     |
 FF0374| CI3105 BROOKS AZ MK                                       0554732.8 |
 FF0374| FF0376 BROOKS RM 2                          24.394 METERS 27846     |
 FF0374|---------------------------------------------------------------------|
 FF0374
 FF0374                          SUPERSEDED SURVEY CONTROL
 FF0374
 FF0374  NAD 83(1995)-  35 03 33.69644(N)    090 01 14.61820(W) AD(       ) 2
 FF0374  NAD 83(1995)-  35 03 33.70007(N)    090 01 14.61899(W) AD(       ) 2
 FF0374  NAD 83(1986)-  35 03 33.70447(N)    090 01 14.61937(W) AD(       ) 2
 FF0374  NAD 27      -  35 03 33.37790(N)    090 01 14.29000(W) AD(       ) 2
 FF0374  NGVD 29 (??/??/??)   81.861  (m)          268.57   (f) ADJUSTED    2 0
 FF0374
 FF0374.Superseded values are not recommended for survey control.
 FF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0374.See file dsdata.txt to determine how the superseded data were derived.
 FF0374
 FF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7170983686(NAD 83)
 FF0374_MARKER: DS = TRIANGULATION STATION DISK
 FF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0374_STAMPING: BROOKS 1959
 FF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0374+STABILITY: SURFACE MOTION
 FF0374
 FF0374  HISTORY     - Date     Condition        Report By
 FF0374  HISTORY     - 1959     MONUMENTED       CGS
 FF0374  HISTORY     - 1959     GOOD             CGS
 FF0374  HISTORY     - 19940811 MARK NOT FOUND   TN1620
 FF0374
 FF0374                          STATION DESCRIPTION
 FF0374
 FF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0374'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF
 FF0374'DOWNTOWN MEMPHIS AND ABOUT 2-1/2 MILES WEST OF THE MEMPHIS
 FF0374'MUNICIPAL AIRPORT.
 FF0374'
 FF0374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF0374'51 AND BROOKS RD. AT THE SOUTH EDGE OF MEMPHIS, GO SOUTH
 FF0374'ON U.S. HIGHWAY 51 FOR 0.25 MILE TO A GRAVELED ROAD LEFT,
 FF0374'(JUST NORTH OF DRIVEWAY LEADING TO MR. DICKENS HOUSE) TURN
 FF0374'LEFT AND GO EAST FOR 0.05 MILE TO A GATE AND SIGN ON GATE POSTED
 FF0374'KEEP OUT, PASS THROUGH GATE AND CONTINUE EAST FOR ABOUT 75
 FF0374'YARDS TO ANOTHER GATE, PASS THROUGH GATE AND GO NORTH IN
 FF0374'A LANE FOR ABOUT 50 YARDS TO ANOTHER GATE, PASS THROUGH
 FF0374'GATE AND GO NORTHEAST ABOUT 50 YARDS TO THE END OF LANE,
 FF0374'HERE GO EAST ACROSS PASTURE ABOUT 100 YARDS TO THE STATION
 FF0374'JUST SOUTH OF THE HIGHEST PART OF KNOLL.
 FF0374'
 FF0374'TO REACH THE AZIMUTH FROM THE INTERSECTION OF U.S. HIGHWAY
 FF0374'51 AND BROOKS RD., GO EAST ON BROOKS RD. FOR 0.4 MILE TO
 FF0374'THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 FF0374'
 FF0374'THE STATION IS A STANDARD STATION DISK CEMENTED IN A 10-INCH
 FF0374'SQUARE CONCRETE POST, STAMPED BROOKS 1959, WHICH PROJECTS 1
 FF0374'INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 51 FEET
 FF0374'NORTH OF A 8-INCH TREE, 2.7 FEET NORTHEAST OF A WITNESS
 FF0374'SIGN AND SET ON THE SOUTHERN SLOPE OF A KNOLL WHICH IS ABOUT
 FF0374'75 FEET SOUTHWEST OF THE HIGHEST PART OF THE KNOLL.
 FF0374'
 FF0374'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK CEMENTED
 FF0374'IN A 10-INCH SQUARE CONCRETE POST, STAMPED BROOKS NO 1 1959,
 FF0374'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE
 FF0374'MARK IS 130 FEET SOUTHEAST OF A LONE 12-INCH TREE WHICH
 FF0374'IS GROWING ON THE NORTHERN SLOPE OF THE KNOLL AND SET ON ABOUT
 FF0374'THE HIGHEST PART OF THE KNOLL WHICH IS ABOUT 3 FEET HIGHER
 FF0374'THAN THE STATION.
 FF0374'
 FF0374'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK CEMENTED
 FF0374'IN A 10-INCH SQUARE CONCRETE POST, STAMPED BROOKS NO 2 1959,
 FF0374'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 FF0374'IS 165 FEET SOUTH OF A LONE 12-INCH TREE WHICH IS GROWING
 FF0374'ON THE NORTHERN SLOPE THE KNOLL AND SET IN ABOUT THE CENTER
 FF0374'OF A SMALL RIDGE WHICH IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 FF0374'
 FF0374'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK CEMENTED IN A
 FF0374'10-INCH SQUARE CONCRETE POST, STAMPED BROOKS 1959, WHICH
 FF0374'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 30
 FF0374'FEET SOUTH OF THE CENTER OF BROOKS RD., 19 FEET WEST OF A
 FF0374'POWER LINE POLE, 2 FEET EAST OF A WITNESS SIGN AND SET IN
 FF0374'A EAST-WEST WIRE FENCE LINE.
 FF0374'
 FF0374'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FF0374
 FF0374                          STATION RECOVERY (1959)
 FF0374
 FF0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0374'AT MEMPHIS.
 FF0374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 FF0374'AND BROOKS RD. AT THE SOUTH EDGE OF MEMPHIS, GO SOUTH ON U.S.
 FF0374'HIGHWAY 51 FOR 0.25 MILE TO A GRAVELED ROAD LEFT, (JUST NORTH OF
 FF0374'DRIVEWAY LEADING TO MR. DICKENS HOUSE) TURN LEFT AND GO EAST FOR
 FF0374'0.05 MILE TO A GATE AND SIGN ON GATE POSTED KEEP OUT, PASS
 FF0374'THROUGH GATE AND CONTINUE EAST FOR ABOUT 75 YARDS TO ANOTHER
 FF0374'GATE, PASS THROUGH GATE AND GO NORTH IN A LANE FOR ABOUT 50 YARDS
 FF0374'TO ANOTHER GATE, PASS THROUGH GATE AND GO NORTHEAST ABOUT 50 YARDS
 FF0374'TO THE END OF LANE, HERE GO EAST ACROSS PASTURE ABOUT 100 YARDS
 FF0374'TO THE STATION JUST SOUTH OF THE HIGHEST PART OF KNOLL.  THE MARK
 FF0374'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 FF0374'THE GROUND AND IS 51 FEET NORTH OF A 8-INCH TREE, 2.7 FEET
 FF0374'NORTHEAST OF A WITNESS SIGN AND IS SET ABOUT 75 FEET SOUTHWEST
 FF0374'OF THE HIGHEST PART OF KNOLL.  IT IS ABOUT 1 MILE SOUTH OF
 FF0374'BELLEVUE 1959.
 FF0374
 FF0374                          STATION RECOVERY (1994)
 FF0374
 FF0374'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2337 ***********************************************************************
 GC2337  DESIGNATION -  BROOKS
 GC2337  PID         -  GC2337
 GC2337  STATE/COUNTY-  TN/DAVIDSON
 GC2337  USGS QUAD   -  WHITES CREEK (1994)
 GC2337
 GC2337                         *CURRENT SURVEY CONTROL
 GC2337  ___________________________________________________________________
 GC2337* NAD 83(1995)-  36 19 13.86431(N)    086 50 18.25985(W)     ADJUSTED  
 GC2337* NAVD 88     -       250.3    (meters)     821.     (feet)  VERTCON   
 GC2337  ___________________________________________________________________
 GC2337  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GC2337  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2337
 GC2337  HORZ ORDER  -  SECOND
 GC2337
 GC2337.The horizontal coordinates were established by classical geodetic methods
 GC2337.and adjusted by the National Geodetic Survey in April 1999..
 GC2337
 GC2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2337
 GC2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2337
 GC2337.The geoid height was determined by GEOID03.
 GC2337
 GC2337;                    North         East     Units Scale Factor Converg.
 GC2337;SPC TN       -   220,801.997   524,715.439   MT  0.99998436   -0 29 27.0
 GC2337;SPC TN       -   724,414.55  1,721,503.90   sFT  0.99998436   -0 29 27.0
 GC2337;UTM  16      - 4,019,511.638   514,504.971   MT  0.99960259   +0 05 44.6
 GC2337
 GC2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2337!SPC TN       -   0.99996533  x   0.99998436  =   0.99994969
 GC2337!UTM  16      -   0.99996533  x   0.99960259  =   0.99956794
 GC2337
 GC2337:                Primary Azimuth Mark                     Grid Az
 GC2337:SPC TN       -  NASHVILLE TV STATION WLAC MAST           142 25 54.3
 GC2337:UTM  16      -  NASHVILLE TV STATION WLAC MAST           141 50 42.7
 GC2337
 GC2337|---------------------------------------------------------------------|
 GC2337| PID    Reference Object                     Distance      Geod. Az  |
 GC2337|                                                           dddmmss.s |
 GC2337| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 7.4 KM 1415627.3 |
 GC2337| CG4889 BROOKS RM 1                          21.993 METERS 24106     |
 GC2337| GC2359 JOELTON MUNICIPAL TANK              APPROX. 3.4 KM 2625020.0 |
 GC2337| CG4888 BROOKS AZ MK                                       2940003.4 |
 GC2337| GC2339 COOPER 2                            APPROX. 3.4 KM 3043107.6 |
 GC2337| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 2.7 KM 3095351.7 |
 GC2337| CG4890 BROOKS RM 2                          20.754 METERS 32059     |
 GC2337|---------------------------------------------------------------------|
 GC2337
 GC2337                          SUPERSEDED SURVEY CONTROL
 GC2337
 GC2337  NAD 83(1995)-  36 19 13.86581(N)    086 50 18.26156(W) AD(       ) 2
 GC2337  NAD 83(1995)-  36 19 13.86864(N)    086 50 18.26264(W) AD(       ) 2
 GC2337  NAD 83(1986)-  36 19 13.87430(N)    086 50 18.26289(W) AD(       ) 2
 GC2337  NAD 27      -  36 19 13.68952(N)    086 50 18.26931(W) AD(       ) 2
 GC2337  NGVD 29 (07/19/86)  250.4    (m)          822.     (f) VERT ANG       
 GC2337
 GC2337.Superseded values are not recommended for survey control.
 GC2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2337.See file dsdata.txt to determine how the superseded data were derived.
 GC2337
 GC2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1450519512(NAD 83)
 GC2337_MARKER: DD = SURVEY DISK
 GC2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2337
 GC2337  HISTORY     - Date     Condition        Report By
 GC2337  HISTORY     - 1965     MONUMENTED       TNHD
 GC2337
 GC2337                          STATION DESCRIPTION
 GC2337
 GC2337'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2337'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF WHITES CREEK, ABOUT 1
 GC2337'1/2 MILES NORTHEAST OF JOELTON AND ON THE PROPERTY OF SARGENT
 GC2337'BROOKS.
 GC2337'
 GC2337'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO 0.1 MILE
 GC2337'EASTERLY ON OLD CLARKSVILLE PIKE TO THE INTERSECTION OF U.S.
 GC2337'HIGHWAY 431, TURN LEFT, NORTH, AND GO 0.15 MILE ON U.S. HIGHWAY 431
 GC2337'TO A PAVED ROAD ON THE RIGHT (UNION HILL ROAD), TURN RIGHT, EAST,
 GC2337'AND GO 0.3 MILE TO A POINT WHERE UNION HILL ROAD TURNS LEFT AND
 GC2337'CLAYLICK ROAD GOES STRAIGHT AHEAD. CONTINUE STRAIGHT AND FOLLOW
 GC2337'CLAYLICK ROAD FOR 1.55 MILES TO A GRAVELED DRIVE LEFT, TURN LEFT,
 GC2337'NORTHERLY, AND FOLLOW GRAVELED DRIVE FOR 0.3 MILE TO THE HOME OF
 GC2337'CORDELL PIPER. PASS THROUGH YARD AND CONTINUE NORTHERLY ON A TRACK
 GC2337'ROAD FOR 0.3 MILE TO A GATE LEADING TO AN ABANDONED HOUSE AND A DIM
 GC2337'TRACK ROAD ON THE LEFT. HERE, TURN LEFT, PASSING THROUGH
 GC2337'WIRE GATE AND FOLLOW DIM WOODS ROAD WEST AND SOUTHERLY FOR 0.45 MILE
 GC2337'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE ON WOODS ROAD
 GC2337'FOR 0.1 MILE TO A POINT NEAR THE SUMMIT OF THE HILL AND THE STATION
 GC2337'ON THE LEFT.
 GC2337'
 GC2337'THE STATION IS 53 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC2337'WOODS ROAD AND 8.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 GC2337'SIGN. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2337'HIGHWAY DEPARTMENT DISKS, AND THE DISKS ARE STAMPED BROOKS 1965.
 GC2337'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2337'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC2337'MONUMENT.
 GC2337'
 GC2337'REFERENCE MARK NO. 1 IS 13 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC2337'OF THE WOODS ROAD AND 10 FEET NORTH OF A 16-INCH OAK TREE WITH A
 GC2337'WITNESS POST ATTACHED. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2337'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2337'CONCRETE MONUMENT AND THE DISK IS STAMPED BROOKS RM-1 1965.
 GC2337'
 GC2337'REFERENCE MARK NO. 2 IS 53 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2337'OF THE WOODS ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2337'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,CONCRETE
 GC2337'MONUMENT AND THE DISK IS STAMPED BROOKS RM-2 1965.
 GC2337'
 GC2337'THE AZIMUTH MARK IS 21 FEET NORTH OF A 6-INCH, TRIPLE-TRUNKED OAK
 GC2337'TREE AND 6 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODS
 GC2337'ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC2337'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2337'IS STAMPED BROOKS AZI 1965.
 GC2337'
 GC2337'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2337'
 GC2337'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0375 ***********************************************************************
 FF0375  DESIGNATION -  BROOKS RM 1
 FF0375  PID         -  FF0375
 FF0375  STATE/COUNTY-  TN/SHELBY
 FF0375  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0375
 FF0375                         *CURRENT SURVEY CONTROL
 FF0375  ___________________________________________________________________
 FF0375* NAD 83(1986)-  35 03 34.     (N)    090 01 14.     (W)     SCALED    
 FF0375* NAVD 88     -        82.493  (meters)     270.65   (feet)  ADJUSTED  
 FF0375  ___________________________________________________________________
 FF0375  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0375  DYNAMIC HT  -          82.417 (meters)     270.40  (feet)  COMP
 FF0375  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 FF0375
 FF0375  VERT ORDER  -  SECOND    CLASS 0
 FF0375
 FF0375.The horizontal coordinates were scaled from a topographic map and have
 FF0375.an estimated accuracy of +/- 6 seconds.
 FF0375
 FF0375.The orthometric height was determined by differential leveling
 FF0375.and adjusted by the National Geodetic Survey in June 1991..
 FF0375
 FF0375.The geoid height was determined by GEOID03.
 FF0375
 FF0375.The dynamic height is computed by dividing the NAVD 88
 FF0375.geopotential number by the normal gravity value computed on the
 FF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0375.degrees latitude (g = 980.6199 gals.).
 FF0375
 FF0375.The modeled gravity was interpolated from observed gravity values.
 FF0375
 FF0375;                    North         East    Units  Estimated Accuracy
 FF0375;SPC TN       -    88,100.      233,330.      MT  (+/- 180 meters Scaled)
 FF0375
 FF0375                          SUPERSEDED SURVEY CONTROL
 FF0375
 FF0375  NGVD 29 (??/??/??)   82.461  (m)          270.54   (f) ADJUSTED    2 0
 FF0375
 FF0375.Superseded values are not recommended for survey control.
 FF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0375.See file dsdata.txt to determine how the superseded data were derived.
 FF0375
 FF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717836(NAD 83)
 FF0375_MARKER: DR = REFERENCE MARK DISK
 FF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0375_STAMPING: BROOKS NO 1 1959
 FF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0375+STABILITY: SURFACE MOTION
 FF0375
 FF0375  HISTORY     - Date     Condition        Report By
 FF0375  HISTORY     - 1959     MONUMENTED       CGS
 FF0375  HISTORY     - 19940811 MARK NOT FOUND   TN1620
 FF0375
 FF0375                          STATION DESCRIPTION
 FF0375
 FF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0375'AT MEMPHIS.
 FF0375'IT IS LOCATED AT THE BROOKS STATION SITE.  THE MARK IS SET IN
 FF0375'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 FF0375'ABOVE THE GROUND AND IS 130 FEET SOUTHWEST OF A LONE 12-INCH
 FF0375'TREE WHICH IS GROWING ON THE NORTHERN SLOPE OF THE KNOLL AND SET
 FF0375'IN ABOUT THE CENTER OF A SMALL RIDGE WHICH IS ABOUT 1 FOOT
 FF0375'HIGHER THAN THE STATION, 76.5 FEET NORTH-NORTHEAST OF THE STATION
 FF0375'MARK.
 FF0375
 FF0375                          STATION RECOVERY (1994)
 FF0375
 FF0375'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0376 ***********************************************************************
 FF0376  DESIGNATION -  BROOKS RM 2
 FF0376  PID         -  FF0376
 FF0376  STATE/COUNTY-  TN/SHELBY
 FF0376  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0376
 FF0376                         *CURRENT SURVEY CONTROL
 FF0376  ___________________________________________________________________
 FF0376* NAD 83(1986)-  35 03 33.     (N)    090 01 16.     (W)     SCALED    
 FF0376* NAVD 88     -        82.377  (meters)     270.27   (feet)  ADJUSTED  
 FF0376  ___________________________________________________________________
 FF0376  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0376  DYNAMIC HT  -          82.301 (meters)     270.02  (feet)  COMP
 FF0376  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 FF0376
 FF0376  VERT ORDER  -  SECOND    CLASS 0
 FF0376
 FF0376.The horizontal coordinates were scaled from a topographic map and have
 FF0376.an estimated accuracy of +/- 6 seconds.
 FF0376
 FF0376.The orthometric height was determined by differential leveling
 FF0376.and adjusted by the National Geodetic Survey in June 1991..
 FF0376
 FF0376.The geoid height was determined by GEOID03.
 FF0376
 FF0376.The dynamic height is computed by dividing the NAVD 88
 FF0376.geopotential number by the normal gravity value computed on the
 FF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0376.degrees latitude (g = 980.6199 gals.).
 FF0376
 FF0376.The modeled gravity was interpolated from observed gravity values.
 FF0376
 FF0376;                    North         East    Units  Estimated Accuracy
 FF0376;SPC TN       -    88,070.      233,270.      MT  (+/- 180 meters Scaled)
 FF0376
 FF0376                          SUPERSEDED SURVEY CONTROL
 FF0376
 FF0376  NGVD 29 (??/??/??)   82.345  (m)          270.16   (f) ADJUSTED    2 0
 FF0376
 FF0376.Superseded values are not recommended for survey control.
 FF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0376.See file dsdata.txt to determine how the superseded data were derived.
 FF0376
 FF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU716836(NAD 83)
 FF0376_MARKER: DR = REFERENCE MARK DISK
 FF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0376_STAMPING: BROOKS NO 2 1959
 FF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0376+STABILITY: SURFACE MOTION
 FF0376
 FF0376  HISTORY     - Date     Condition        Report By
 FF0376  HISTORY     - 1959     MONUMENTED       CGS
 FF0376  HISTORY     - 19940811 MARK NOT FOUND   TN1620
 FF0376
 FF0376                          STATION DESCRIPTION
 FF0376
 FF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0376'AT MEMPHIS.
 FF0376'IT IS LOCATED AT THE BROOKS STATION SITE.  THE MARK IS SET IN THE
 FF0376'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 FF0376'THE GROUND AND IS 165 FEET SOUTH OF A LONE 12-INCH TREE WHICH
 FF0376'IS GROWING ON THE NORTHERN SLOPE OF THE KNOLL, 80.1 FEET WEST OF
 FF0376'THE STATION MARK.
 FF0376
 FF0376                          STATION RECOVERY (1994)
 FF0376
 FF0376'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1040 ***********************************************************************
 GA1040  DESIGNATION -  BROTHERTON
 GA1040  PID         -  GA1040
 GA1040  STATE/COUNTY-  TN/GREENE
 GA1040  USGS QUAD   -  MC CLOUD (1961)
 GA1040
 GA1040                         *CURRENT SURVEY CONTROL
 GA1040  ___________________________________________________________________
 GA1040* NAD 83(1995)-  36 16 30.53052(N)    082 55 22.34461(W)     ADJUSTED  
 GA1040* NAVD 88     -       364.029  (meters)    1194.32   (feet)  ADJUSTED  
 GA1040  ___________________________________________________________________
 GA1040  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GA1040  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1040  DYNAMIC HT  -         363.692 (meters)    1193.21  (feet)  COMP
 GA1040  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1040
 GA1040  HORZ ORDER  -  SECOND
 GA1040  VERT ORDER  -  SECOND    CLASS 0
 GA1040
 GA1040.The horizontal coordinates were established by classical geodetic methods
 GA1040.and adjusted by the National Geodetic Survey in April 1999..
 GA1040
 GA1040.The orthometric height was determined by differential leveling
 GA1040.and adjusted by the National Geodetic Survey in June 1991..
 GA1040
 GA1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1040
 GA1040.The geoid height was determined by GEOID03.
 GA1040
 GA1040.The dynamic height is computed by dividing the NAVD 88
 GA1040.geopotential number by the normal gravity value computed on the
 GA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1040.degrees latitude (g = 980.6199 gals.).
 GA1040
 GA1040.The modeled gravity was interpolated from observed gravity values.
 GA1040
 GA1040;                    North         East     Units Scale Factor Converg.
 GA1040;SPC TN       -   219,791.110   876,426.464   MT  0.99997796   +1 48 05.3
 GA1040;SPC TN       -   721,098.00  2,875,409.16   sFT  0.99997796   +1 48 05.3
 GA1040;UTM  17      - 4,016,182.101   327,290.180   MT  0.99996753   -1 08 16.7
 GA1040
 GA1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1040!SPC TN       -   0.99994780  x   0.99997796  =   0.99992576
 GA1040!UTM  17      -   0.99994780  x   0.99996753  =   0.99991533
 GA1040
 GA1040|---------------------------------------------------------------------|
 GA1040| PID    Reference Object                     Distance      Geod. Az  |
 GA1040|                                                           dddmmss.s |
 GA1040| GA1039 BROTHERTON RM 2                      33.315 METERS 00405     |
 GA1040| DB8834 BROTHERTON AZ MK RESET                             1165938.6 |
 GA1040| GA1041 BROTHERTON RM 1                      32.288 METERS 12554     |
 GA1040| GA3401 GREENEVILLE MUNICIPAL TANK          APPROX.14.2 KM 1450519.2 |
 GA1040| GA1038 BROTHERTON AZ MK                                   3190028.3 |
 GA1040|---------------------------------------------------------------------|
 GA1040
 GA1040                          SUPERSEDED SURVEY CONTROL
 GA1040
 GA1040  NAD 83(1995)-  36 16 30.53394(N)    082 55 22.34832(W) AD(       ) 2
 GA1040  NAD 83(1995)-  36 16 30.54190(N)    082 55 22.35395(W) AD(       ) 2
 GA1040  NAD 83(1995)-  36 16 30.53566(N)    082 55 22.34676(W) AD(       ) 2
 GA1040  NAD 83(1986)-  36 16 30.53864(N)    082 55 22.34745(W) AD(       ) 2
 GA1040  NAD 27      -  36 16 30.18190(N)    082 55 22.77520(W) AD(       ) 2
 GA1040  NGVD 29 (??/??/92)  364.174  (m)         1194.79   (f) ADJ UNCH    2 0
 GA1040
 GA1040.Superseded values are not recommended for survey control.
 GA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1040.See file dsdata.txt to determine how the superseded data were derived.
 GA1040
 GA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2729016182(NAD 83)
 GA1040_MARKER: DE = TRAVERSE STATION DISK
 GA1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1040_STAMPING: BROTHERTON 1961
 GA1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1040+STABILITY: SURFACE MOTION
 GA1040
 GA1040  HISTORY     - Date     Condition        Report By
 GA1040  HISTORY     - 1961     MONUMENTED       CGS
 GA1040  HISTORY     - 1969     GOOD             CGS
 GA1040  HISTORY     - 1969     GOOD             NGS
 GA1040  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1040  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1040
 GA1040                          STATION DESCRIPTION
 GA1040
 GA1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1040'THE STATION IS LOCATED ON THE PROPERTY OF MR. JESSE BROTHERTON, ABOUT
 GA1040'9 MILES NORTHWEST OF
 GA1040'GREENEVILLE, ABOUT 1 MILE SOUTHEAST OF ROMEO AND ON THE
 GA1040'EAST SIDE OF STATE HIGHWAY 70.
 GA1040'
 GA1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND STATE
 GA1040'HIGHWAY 70 WHICH IS 2 BLOCKS
 GA1040'WEST OF THE POST OFFICE IN GREENEVILLE, GO
 GA1040'NORTHWEST ON STATE HIGHWAY 70 FOR
 GA1040'10.9 MILES TO COOTERS GROCERY ON
 GA1040'THE RIGHT, CONTINUE ON STATE HIGHWAY 70 FOR 0.4 MILE
 GA1040'TO A WOODEN GATE
 GA1040'ON THE RIGHT, JUST AFTER PASSING A WHITE FRAME HOUSE ON THE RIGHT AND
 GA1040'THE STATION ON THE
 GA1040'RIGHT.
 GA1040'
 GA1040'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BROTHERTON
 GA1040'1961, SET IN A SQUARE
 GA1040'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 39 FEET
 GA1040'NORTH OF A LARGE OAK TREE
 GA1040'AND GATE POST, 34 FEET EAST OF THE CENTER
 GA1040'OF STATE HIGHWAY 70, 31 FEET SOUTHEAST OF A
 GA1040'T-FENCE CORNER POST AND
 GA1040'18.8 FEET EAST OF A WITNESS POST AND WOVEN WIRE FENCE.
 GA1040'
 GA1040'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BROTHERTON NO 1
 GA1040'1961, SET IN A SQUARE
 GA1040'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 68 FEET EAST OF A
 GA1040'LARGE OAK TREE 84 FEET
 GA1040'EAST OF THE CENTER OF STATE HIGHWAY 70, 66
 GA1040'FEET EAST OF A WOVEN WIRE FENCE, 53 FEET
 GA1040'SOUTH OF THE SOUTHWEST
 GA1040'CORNER OF A SMALL WOODEN SHED, AND LOCATED IN GRASSED AREA
 GA1040'ABOUT 3 FEET
 GA1040'LOWER THAN THE STATION ELEVATION.
 GA1040'
 GA1040'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BROTHERTON NO 2
 GA1040'1961, SET IN A SQUARE
 GA1040'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 93 FEET EAST OF THE
 GA1040'CENTER OF STATE CORNER
 GA1040'HIGHWAY 70, 79.5 FEET EAST OF A T-FENCE CORNER
 GA1040'POST, 29.5 FEET WEST OF A T-FENCE POST
 GA1040'AND 2 FEET SOUTH OF A WOVEN
 GA1040'WIRE FENCE.
 GA1040'
 GA1040'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROTHERTON 1961, SET IN
 GA1040'A SQUARE CONCRETE MONUMENT
 GA1040'WHICH PROJECTS 4 INCHES.  IT IS 16 FEET SOUTHWEST
 GA1040'OF STATE HIGHWAY 70, 2 FEET SOUTH OF
 GA1040'A TELEPHONE LINE GUY POLE, 1.2
 GA1040'FEET EAST OF A WITNESS POST AND SIGN AND 1 FOOT
 GA1040'NORTHEAST OF A WOVEN
 GA1040'WIRE FENCE.
 GA1040'
 GA1040'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GA1040'STATE HIGHWAY 70 FOR
 GA1040'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GA1040'
 GA1040'HEIGHT OF LIGHT--30 METERS
 GA1040
 GA1040                          STATION RECOVERY (1969)
 GA1040
 GA1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA1040'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 GA1040'AZIMUTH MARK WERE
 GA1040'ALL RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 GA1040'CONSTRUCTION ALONG STATE ROUTE 70,
 GA1040'IT WAS FEARED THAT THE ORIGINAL
 GA1040'AZIMUTH MARK MIGHT BE DESTROYED.  THE TENNESSEE
 GA1040'GEODETIC SURVEY
 GA1040'SECTION SET A NEW AZIMUTH MARK ABOUT 0.15 OF A MILE EAST-SOUTHEAST
 GA1040'OF THE STATION AND
 GA1040'USED ONE OF THEIR DISK.  DUE TO OTHER WORK
 GA1040'INTERFERING, THE STATION WAS NOT
 GA1040'OCCUPIED THE DAY THE MARK WAS SET.
 GA1040'ON THIS DATE THE STATION WAS OCCUPIED AND ALL
 GA1040'HORIZONTAL ANGLES
 GA1040'OBSERVED.  IN CHECKING THE HORIZONTAL DISTANCE MEASUREMENTS
 GA1040'BETWEEN THE
 GA1040'STATION AND THE REFERENCE MARKS, A DISCREPANCY OF + 0.01 OF A
 GA1040'FOOT WAS NOTED FOR
 GA1040'REFERENCE MARK NO.  1 AND - 0.03 OF A FOOT NOTED
 GA1040'FOR REFERENCE MARK NO.  2.  HOWEVER,
 GA1040'THE ANGLES OBSERVED CHECKED THE
 GA1040'1961 OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  ALL
 GA1040'MARKS FOR THIS
 GA1040'STATION WERE BENCH MARKS AND NO ELEVATION WAS TRANSFERRED TO THE
 GA1040'NEW AZIMUTH MARK, AS
 GA1040'THE ORIGINAL AZIMUTH MARK WAS NOT DISTURBED AND
 GA1040'MAY NOT BE.
 GA1040'
 GA1040'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA1040'
 GA1040'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE ROUTE 70 ABOUT 9
 GA1040'MILES NORTHWEST OF
 GA1040'GREENEVILLE, ABOUT 1 MILE SOUTHEAST OF THE SMALL
 GA1040'COMMUNITY OF ROMEO, AND ON THE
 GA1040'PROPERTY OF MR.  JESSE BROTHERTON.
 GA1040'
 GA1040'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 11E AND STATE
 GA1040'ROUTE 70 TWO
 GA1040'BLOCKS WEST OF THE POST OFFICE IN GREENEVILLE, GO
 GA1040'NORTHWESTERLY ON STATE ROUTE 70
 GA1040'FOR 10.9 MILES TO THE L.  M.  GAINES
 GA1040'GROCERY STORE ON THE RIGHT.  HERE CONTINUE
 GA1040'NORTHWESTERLY ON STATE
 GA1040'ROUTE 70 FOR 0.35 OF A MILE TO A DRIVEWAY ON THE RIGHT* .
 GA1040'CONTINUE
 GA1040'NORTHWESTERLY ON STATE ROUTE 70 FOR 0.1 OF A MILE TO A WOODEN GATE ON
 GA1040'THE RIGHT NEAR A
 GA1040'LARGE OAK TREE AND THE STATION ON THE RIGHT INSIDE A
 GA1040'FENCE AS DESCRIBED.
 GA1040'
 GA1040'THE STATION IS 75 FEET WEST OF THE NORTHWEST CORNER OF A SHED, 39
 GA1040'FEET NORTH OF A
 GA1040'30-INCH WHITE OAK TREE, 35 FEET EAST OF THE
 GA1040'APPROXIMATE CENTER OF STATE ROUTE
 GA1040'70, 31 FEET SOUTHEAST OF A T FENCE
 GA1040'CORNER POST, 18.8 FEET EAST OF A METAL WITNESS POST
 GA1040'AND SIGN IN A
 GA1040'NORTH-SOUTH WOVEN WIRE FENCE, AND IN A FENCED AREA USED AS A SMALL
 GA1040'PASTURE.  IT IS A
 GA1040'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA1040'CONCRETE MONUMENT THAT PROJECTS 2
 GA1040'INCHES AND THE DISK IS STAMPED
 GA1040'BROTHERTON 1961.
 GA1040'
 GA1040'REFERENCE MARK NO. 1 IS 84 FEET EAST OF THE APPROXIMATE CENTER OF
 GA1040'STATE ROUTE 70, 68
 GA1040'FEET EAST OF A 40-INCH WHITE OAK TREE, 66 FEET
 GA1040'EAST OF A WOVEN WIRE FENCE, 53 FEET
 GA1040'SOUTH OF THE SOUTHWEST CORNER OF
 GA1040'A SHED, AND ABOUT 2 FEET BELOW THE ELEVATION OF THE
 GA1040'STATION IN A
 GA1040'TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GA1040'SQUARE, FLUSH,
 GA1040'CONCRETE MONUMENT AND THE DISK IS STAMPED BROTHERTON
 GA1040'NO 1 1961.
 GA1040'
 GA1040'REFERENCE MARK NO. 2 IS 92 FEET EAST OF THE APPROXIMATE CENTER OF
 GA1040'STATE ROUTE 70.
 GA1040'79.5 FEET EAST OF A T FENCE CORNER POST, 29.5 FEET
 GA1040'WEST OF A T FENCE CORNER POST, 2
 GA1040'FEET SOUTH OF A WOVEN WIRE FENCE,
 GA1040'AND ABOUT 0.5 OF A FOOT BELOW THE ELEVATION OF THE
 GA1040'STATION.  IT IS A
 GA1040'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA1040'MONUMENT AND THE
 GA1040'DISK IS STAMPED BROTHERTON NO 2 1961.
 GA1040'
 GA1040'DUE TO MACHINERY ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED
 GA1040'BETWEEN.
 GA1040'
 GA1040'THE 1961 AZIMUTH MARK IS ABOUT 0.15 OF A MILE NORTHWEST OF THE
 GA1040'STATION, 16 FEET
 GA1040'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA1040'70, 2 FEET SOUTH OF A GUYED
 GA1040'TELEPHONE POLE, 1.2 FEET EAST OF A METAL
 GA1040'WITNESS POST AND SIGN, AND 1 FOOT NORTHEAST OF
 GA1040'A WOVEN WIRE FENCE.
 GA1040'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA1040'CONCRETE
 GA1040'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROTHERTON
 GA1040'1961.
 GA1040'
 GA1040'THE 1969 AZIMUTH MARK IS ABOUT 0.15 OF A MILE EAST-SOUTHEAST OF THE
 GA1040'STATION, 58 FEET
 GA1040'WEST OF THE WEST CORNER OF A FRAME HOUSE, 38 FEET
 GA1040'NORTHWEST OF A 30-INCH WHITE OAK
 GA1040'TREE, 29 FEET NORTH OF A 15-INCH
 GA1040'WHITE OAK TREE, 16 FEET NORTH OF THE APPROXIMATE
 GA1040'CENTER OF A
 GA1040'DRIVEWAY, 9 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A FARM
 GA1040'LANE, AND 1.4
 GA1040'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA1040'TENNESSEE HIGHWAY
 GA1040'DEPARTMENT DISK THAT HAS BEEN GROUND SMOOTH OF ALL
 GA1040'MARKINGS EXCEPT THE ARROW, SET IN
 GA1040'THE TOP OF A 12-INCH, ROUND, FLUSH,
 GA1040'CONCRETE MONUMENT AND THE DISK IS STAMPED BROTHERTON
 GA1040'AZI 1969 TNHD.
 GA1040'
 GA1040'*TO REACH THE 1969 AZIMUTH MARK FROM THIS POINT IN THE STATION
 GA1040'TO-REACH, TURN
 GA1040'RIGHT ON THE DRIVEWAY AND GO EASTERLY FOR ABOUT 0.05
 GA1040'OF A MILE TO THE FRAME HOME OF MR.
 GA1040'GEORGE M.  KNIGHT AND THE MARK IS
 GA1040'THE LAWN IN FRONT OF THE HOUSE AS DESCRIBED.
 GA1040'
 GA1040'TO REACH THE 1961 AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 GA1040'ON STATE ROUTE 70 FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 GA1040'DESCRIBED.
 GA1040
 GA1040                          STATION RECOVERY (1969)
 GA1040
 GA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GA1040'1.4 MI SE FROM ROMEO.
 GA1040'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 70 AND
 GA1040'BAILEYTON ROAD IN THE SMALL COMMUNITY OF ROMEO, GO SOUTH AND
 GA1040'SOUTHEASTERLY ON STATE ROUTE 70 FOR 1.35 MILES TO THE MARK ON
 GA1040'THE LEFT.  IT IS 109.30 FEET SOUTH OF BROTHERTON R.M. 2, 105.93
 GA1040'FEET NORTHWEST OF BROTHERTON R.M. 1, 75 FEET WEST OF THE NORTHWEST
 GA1040'CORNER OF A SHED, 39 FEET NORTH OF A 30-INCH WHITE OAK TREE, 35
 GA1040'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 70, 31 FEET
 GA1040'SOUTHEAST OF A T FENCE CORNER POST, 18.8 FEET EAST OF A METAL
 GA1040'WITNESS POST AND SIGN IN A NORTH-SOUTH WOVEN WIRE FENCE, AND IS
 GA1040'AT THE BROTHERTON 1961 TRAVERSE STATION SITE.  IT IS A STANDARD
 GA1040'TRAVERSE STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA1040'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GA1040'BROTHERTON 1961.
 GA1040
 GA1040                          STATION RECOVERY (1980)
 GA1040
 GA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA1040'A SEARCH WAS MADE BUT NONE OF THE MARKS WERE FOUND AND THOUGHT TO HAVE
 GA1040'BEEN DESTROYED BY CONSTRUCTION OF AN INTERCHANGE OF INTERSTATE
 GA1040'HIGHWAY 81.
 GA1040
 GA1040                          STATION RECOVERY (1980)
 GA1040
 GA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1038 ***********************************************************************
 GA1038  DESIGNATION -  BROTHERTON AZ MK
 GA1038  PID         -  GA1038
 GA1038  STATE/COUNTY-  TN/GREENE
 GA1038  USGS QUAD   -  MC CLOUD (1961)
 GA1038
 GA1038                         *CURRENT SURVEY CONTROL
 GA1038  ___________________________________________________________________
 GA1038* NAD 83(1986)-  36 16 37.     (N)    082 55 31.     (W)     SCALED    
 GA1038* NAVD 88     -       369.024  (meters)    1210.71   (feet)  ADJUSTED  
 GA1038  ___________________________________________________________________
 GA1038  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1038  DYNAMIC HT  -         368.683 (meters)    1209.59  (feet)  COMP
 GA1038  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA1038
 GA1038  VERT ORDER  -  SECOND    CLASS 0
 GA1038
 GA1038.The horizontal coordinates were scaled from a topographic map and have
 GA1038.an estimated accuracy of +/- 6 seconds.
 GA1038
 GA1038.The orthometric height was determined by differential leveling
 GA1038.and adjusted by the National Geodetic Survey in June 1991..
 GA1038
 GA1038.The geoid height was determined by GEOID03.
 GA1038
 GA1038.The dynamic height is computed by dividing the NAVD 88
 GA1038.geopotential number by the normal gravity value computed on the
 GA1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1038.degrees latitude (g = 980.6199 gals.).
 GA1038
 GA1038.The modeled gravity was interpolated from observed gravity values.
 GA1038
 GA1038;                    North         East    Units  Estimated Accuracy
 GA1038;SPC TN       -   219,980.      876,200.      MT  (+/- 180 meters Scaled)
 GA1038
 GA1038                          SUPERSEDED SURVEY CONTROL
 GA1038
 GA1038  NGVD 29 (??/??/92)  369.169  (m)         1211.18   (f) ADJ UNCH    2 0
 GA1038
 GA1038.Superseded values are not recommended for survey control.
 GA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1038.See file dsdata.txt to determine how the superseded data were derived.
 GA1038
 GA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA270163(NAD 83)
 GA1038_MARKER: DB = BENCH MARK DISK
 GA1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1038_STAMPING: BROTHERTON 1961
 GA1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1038+STABILITY: SURFACE MOTION
 GA1038
 GA1038  HISTORY     - Date     Condition        Report By
 GA1038  HISTORY     - 1961     MONUMENTED       CGS
 GA1038  HISTORY     - 1969     GOOD             NGS
 GA1038
 GA1038                          STATION DESCRIPTION
 GA1038
 GA1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA1038'1.2 MI SE FROM ROMEO.
 GA1038'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 70 AND
 GA1038'BAILEYTON ROAD IN THE SMALL COMMUNITY OF ROMEO, GO SOUTH AND
 GA1038'SOUTHEASTERLY ON STATE ROUTE 70 FOR 1.2 MILES TO THE MARK ON THE
 GA1038'RIGHT.  THE MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE T JUNCTION
 GA1038'OF A PAVED ROAD LEADING WEST, ABOUT 0.15 OF A MILE NORTHWEST
 GA1038'OF TRAVERSE STATION BROTHERTON 1961, 16 FEET SOUTHWEST OF THE
 GA1038'APPROXIMATE CENTER OF STATE ROUTE 70, 2 FEET SOUTH OF A GUYED
 GA1038'TELEPHONE POLE, 1.2 FEET EAST OF A METAL WITNESS POST AND SIGN,
 GA1038'AND 1 FOOT NORTHEAST OF A WOVEN WIRE FENCE.  IT IS A STANDARD
 GA1038'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GA1038'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROTHERTON
 GA1038'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1041 ***********************************************************************
 GA1041  DESIGNATION -  BROTHERTON RM 1
 GA1041  PID         -  GA1041
 GA1041  STATE/COUNTY-  TN/GREENE
 GA1041  USGS QUAD   -  MC CLOUD (1961)
 GA1041
 GA1041                         *CURRENT SURVEY CONTROL
 GA1041  ___________________________________________________________________
 GA1041* NAD 83(1986)-  36 16 30.     (N)    082 55 22.     (W)     SCALED    
 GA1041* NAVD 88     -       362.132  (meters)    1188.09   (feet)  ADJUSTED  
 GA1041  ___________________________________________________________________
 GA1041  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1041  DYNAMIC HT  -         361.797 (meters)    1187.00  (feet)  COMP
 GA1041  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1041
 GA1041  VERT ORDER  -  SECOND    CLASS 0
 GA1041
 GA1041.The horizontal coordinates were scaled from a topographic map and have
 GA1041.an estimated accuracy of +/- 6 seconds.
 GA1041
 GA1041.The orthometric height was determined by differential leveling
 GA1041.and adjusted by the National Geodetic Survey in June 1991..
 GA1041
 GA1041.The geoid height was determined by GEOID03.
 GA1041
 GA1041.The dynamic height is computed by dividing the NAVD 88
 GA1041.geopotential number by the normal gravity value computed on the
 GA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1041.degrees latitude (g = 980.6199 gals.).
 GA1041
 GA1041.The modeled gravity was interpolated from observed gravity values.
 GA1041
 GA1041;                    North         East    Units  Estimated Accuracy
 GA1041;SPC TN       -   219,780.      876,440.      MT  (+/- 180 meters Scaled)
 GA1041
 GA1041                          SUPERSEDED SURVEY CONTROL
 GA1041
 GA1041  NGVD 29 (??/??/92)  362.277  (m)         1188.57   (f) ADJ UNCH    2 0
 GA1041
 GA1041.Superseded values are not recommended for survey control.
 GA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1041.See file dsdata.txt to determine how the superseded data were derived.
 GA1041
 GA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA272161(NAD 83)
 GA1041_MARKER: DR = REFERENCE MARK DISK
 GA1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1041_STAMPING: BROTHERTON NO 1 1961
 GA1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1041+STABILITY: SURFACE MOTION
 GA1041
 GA1041  HISTORY     - Date     Condition        Report By
 GA1041  HISTORY     - 1961     MONUMENTED       CGS
 GA1041  HISTORY     - 1969     GOOD             NGS
 GA1041  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1041
 GA1041                          STATION DESCRIPTION
 GA1041
 GA1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA1041'1.4 MI SE FROM ROMEO.
 GA1041'THE MARK IS AT THE BROTHERTON 1961 TRAVERSE STATION SITE, 105.93
 GA1041'FEET SOUTHEAST OF BROTHERTON 1961, 84 FEET EAST OF THE APPROXIMATE
 GA1041'CENTER OF STATE ROUTE 70, 68 FEET EAST OF A 40-INCH WHITE OAK
 GA1041'TREE, 66 FEET EAST OF A WOVEN WIRE FENCE, 53 FEET SOUTH OF THE
 GA1041'SOUTHWEST CORNER OF A SHED, AND IN A SMALL TENDED GRASS AREA.  IT
 GA1041'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GA1041'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BROTHERTON
 GA1041'NO 1 1961.  NOTE-- SEE DESCRIPTION FOR STATION BROTHERTON.
 GA1041
 GA1041                          STATION RECOVERY (1980)
 GA1041
 GA1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1039 ***********************************************************************
 GA1039  DESIGNATION -  BROTHERTON RM 2
 GA1039  PID         -  GA1039
 GA1039  STATE/COUNTY-  TN/GREENE
 GA1039  USGS QUAD   -  MC CLOUD (1961)
 GA1039
 GA1039                         *CURRENT SURVEY CONTROL
 GA1039  ___________________________________________________________________
 GA1039* NAD 83(1986)-  36 16 30.     (N)    082 55 22.     (W)     SCALED    
 GA1039* NAVD 88     -       363.534  (meters)    1192.69   (feet)  ADJUSTED  
 GA1039  ___________________________________________________________________
 GA1039  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1039  DYNAMIC HT  -         363.198 (meters)    1191.59  (feet)  COMP
 GA1039  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1039
 GA1039  VERT ORDER  -  SECOND    CLASS 0
 GA1039
 GA1039.The horizontal coordinates were scaled from a topographic map and have
 GA1039.an estimated accuracy of +/- 6 seconds.
 GA1039
 GA1039.The orthometric height was determined by differential leveling
 GA1039.and adjusted by the National Geodetic Survey in June 1991..
 GA1039
 GA1039.The geoid height was determined by GEOID03.
 GA1039
 GA1039.The dynamic height is computed by dividing the NAVD 88
 GA1039.geopotential number by the normal gravity value computed on the
 GA1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1039.degrees latitude (g = 980.6199 gals.).
 GA1039
 GA1039.The modeled gravity was interpolated from observed gravity values.
 GA1039
 GA1039;                    North         East    Units  Estimated Accuracy
 GA1039;SPC TN       -   219,780.      876,440.      MT  (+/- 180 meters Scaled)
 GA1039
 GA1039                          SUPERSEDED SURVEY CONTROL
 GA1039
 GA1039  NGVD 29 (??/??/92)  363.679  (m)         1193.17   (f) ADJ UNCH    2 0
 GA1039
 GA1039.Superseded values are not recommended for survey control.
 GA1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1039.See file dsdata.txt to determine how the superseded data were derived.
 GA1039
 GA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA272161(NAD 83)
 GA1039_MARKER: DR = REFERENCE MARK DISK
 GA1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1039_STAMPING: BROTHERTON NO 2 1961
 GA1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1039+STABILITY: SURFACE MOTION
 GA1039
 GA1039  HISTORY     - Date     Condition        Report By
 GA1039  HISTORY     - 1961     MONUMENTED       CGS
 GA1039  HISTORY     - 1969     GOOD             NGS
 GA1039  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1039
 GA1039                          STATION DESCRIPTION
 GA1039
 GA1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA1039'1.4 MI SE FROM ROMEO.
 GA1039'THE MARK IS AT THE BROTHERTON 1961 TRAVERSE STATION SITE, 109.30
 GA1039'FEET NORTH OF BROTHERTON 1961, 92 FEET EAST OF THE APPROXIMATE
 GA1039'CENTER OF STATE ROUTE 70, 79.5 FEET EAST OF A T FENCE CORNER
 GA1039'POST, 29.5 FEET WEST OF A T FENCE CORNER POST, AND 2 FEET SOUTH
 GA1039'OF A WOVEN WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK
 GA1039'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA1039'AND THE DISK IS STAMPED BROTHERTON NO 2 1961.  NOTE-- SEE
 GA1039'DESCRIPTION FOR STATION BROTHERTON.
 GA1039
 GA1039                          STATION RECOVERY (1980)
 GA1039
 GA1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3557 ***********************************************************************
 GA3557  DESIGNATION -  BROWN
 GA3557  PID         -  GA3557
 GA3557  STATE/COUNTY-  TN/KNOX
 GA3557  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3557
 GA3557                         *CURRENT SURVEY CONTROL
 GA3557  ___________________________________________________________________
 GA3557* NAD 83(1995)-  36 08 14.15857(N)    083 54 57.20584(W)     ADJUSTED  
 GA3557* NAVD 88     -       435.4    (meters)    1428.     (feet)  VERTCON   
 GA3557  ___________________________________________________________________
 GA3557  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GA3557  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3557
 GA3557  HORZ ORDER  -  SECOND
 GA3557
 GA3557.The horizontal coordinates were established by classical geodetic methods
 GA3557.and adjusted by the National Geodetic Survey in April 1999..
 GA3557
 GA3557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3557
 GA3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3557
 GA3557.The geoid height was determined by GEOID03.
 GA3557
 GA3557;                    North         East     Units Scale Factor Converg.
 GA3557;SPC TN       -   202,143.061   787,563.575   MT  0.99996236   +1 13 12.4
 GA3557;SPC TN       -   663,197.69  2,583,864.83   sFT  0.99996236   +1 13 12.4
 GA3557;UTM  17      - 4,003,112.735   237,619.129   MT  1.00044834   -1 43 14.0
 GA3557
 GA3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3557!SPC TN       -   0.99993649  x   0.99996236  =   0.99989886
 GA3557!UTM  17      -   0.99993649  x   1.00044834  =   1.00038480
 GA3557
 GA3557:                Primary Azimuth Mark                     Grid Az
 GA3557:SPC TN       -  BROWN AZ MK                              050 36 54.5
 GA3557:UTM  17      -  BROWN AZ MK                              053 33 20.9
 GA3557
 GA3557|---------------------------------------------------------------------|
 GA3557| PID    Reference Object                     Distance      Geod. Az  |
 GA3557|                                                           dddmmss.s |
 GA3557| DB8838 BROWN AZ MK                                        0515006.9 |
 GA3557| DB8839 BROWN RM 1                           23.440 METERS 16853     |
 GA3557| DB8840 BROWN RM 2                            7.497 METERS 28008     |
 GA3557|---------------------------------------------------------------------|
 GA3557
 GA3557                          SUPERSEDED SURVEY CONTROL
 GA3557
 GA3557  NAD 83(1995)-  36 08 14.16435(N)    083 54 57.20572(W) AD(       ) 2
 GA3557  NAD 83(1995)-  36 08 14.16541(N)    083 54 57.20515(W) AD(       ) 2
 GA3557  NAD 83(1995)-  36 08 14.16583(N)    083 54 57.20600(W) AD(       ) 2
 GA3557  NAD 83(1986)-  36 08 14.17064(N)    083 54 57.20391(W) AD(       ) 2
 GA3557  NAD 27      -  36 08 13.88105(N)    083 54 57.52913(W) AD(       ) 2
 GA3557  NGVD 29 (07/19/86)  435.5    (m)         1429.     (f) VERT ANG       
 GA3557
 GA3557.Superseded values are not recommended for survey control.
 GA3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3557.See file dsdata.txt to determine how the superseded data were derived.
 GA3557
 GA3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3761903113(NAD 83)
 GA3557_MARKER: DD = SURVEY DISK
 GA3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3557
 GA3557  HISTORY     - Date     Condition        Report By
 GA3557  HISTORY     - 1964     MONUMENTED       TNHD
 GA3557
 GA3557                          STATION DESCRIPTION
 GA3557
 GA3557'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3557'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA3557'
 GA3557'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND U. S.
 GA3557'HIGHWAY 441 AT HALLS
 GA3557'CROSSROADS, GO 3.9 MILES NORTH ON ST.  RT.  33 * TO A PAVED
 GA3557'ROAD ON THE LEFT, TURN
 GA3557'LEFT, NORTH, AND GO 0.3 MILE NORTH AND WEST ON
 GA3557'FOUST HOLLOW RD.  TO A WOOD GATE ON THE
 GA3557'LEFT, TURN LEFT, SOUTH,
 GA3557'PASSING THROUGH THE GATE, AND GO 0.1 MILE TO THE STATION,
 GA3557'PASSING A BARN
 GA3557'ON THE RIGHT AND A TOOL SHED ON THE LEFT.
 GA3557'
 GA3557'THE STATION IS 46 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN, 37
 GA3557'FEET NORTHWEST OF THE
 GA3557'APPROXIMATE CENTER OF A FARM TRACK ROAD, 3.5 FEET
 GA3557'NORTHWEST OF THE NORTHEAST CORNER
 GA3557'OF A HOG SHED, 27 FEET EAST OF THE
 GA3557'TOOL SHED, 9.5 FEET WEST OFA WITNESS POST AND 7 FEET
 GA3557'WEST OF A FENCE
 GA3557'CORNER.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA3557'HIGHWAY DEPARTMENT
 GA3557'DISKS AND THE DISKS ARE STAMPED BROWN 1964.  THE
 GA3557'UNDERGROUND MARK IS ABOUT 30 INCHES
 GA3557'BELOW THE SURFACE.  THE SURFACE
 GA3557'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3557'MONUMENT.
 GA3557'
 GA3557'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF A 17-INCH PINE TREE, 29
 GA3557'FEET EAST OF THE
 GA3557'APPROXIMATE CENTER OF A GAP IN A FENCE, 6 FEET WEST OF A
 GA3557'6-INCH CEDAR TREE AND 2
 GA3557'FEET NORTH OF A FENCE LINE.  IT IS A STANDARD
 GA3557'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3557'10-INCH SQUARE, FLUSH,
 GA3557'CONCRETE MONUMENT AND THE DISK IS STAMPED BROWN RM-1 1964.
 GA3557'
 GA3557'REFERENCE MARK NO. 2 IS 18 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA3557'OF THE TRACK ROAD, 2
 GA3557'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOOL SHED
 GA3557'AND 2 FEET SOUTH OF A FENCE
 GA3557'LINE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3557'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3557'FLUSH, CONCRETE MONUMENT AND
 GA3557'THE DISK IS STAMPED BROWN RM-2 1964.
 GA3557'
 GA3557'THE AZIMUTH MARK IS 44 FEET NORTH OF THE END OF A METAL GUARD RAIL,
 GA3557'16 FEET NORTHWEST OF THE
 GA3557'APPROXIMATE CENTER OF MAJORS RD.  AND 1.7 FEET
 GA3557'SOUTHEAST OF A WITNESS POST.  IT IS
 GA3557'A STANDARD TENNESSEE HIGHWAY
 GA3557'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3557'CONCRETE MONUMENT AND
 GA3557'THE DISK IS STAMPED BROWN AZI 1964.
 GA3557'
 GA3557'TO REACH THE AZIMUTH MARK, * TO A PAVED ROAD ON THE RIGHT, TURN
 GA3557'RIGHT, EAST, AND GO 0.2
 GA3557'MILE ON MAJORS RD.  TO THE MARK ON THE LEFT.
 GA3557'
 GA3557'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA3557'
 GA3557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2313 ***********************************************************************
 FE2313  DESIGNATION -  BROWN
 FE2313  PID         -  FE2313
 FE2313  STATE/COUNTY-  TN/HENDERSON
 FE2313  USGS QUAD   -  LURAY (1983)
 FE2313
 FE2313                         *CURRENT SURVEY CONTROL
 FE2313  ___________________________________________________________________
 FE2313* NAD 83(1995)-  35 32 14.34043(N)    088 32 02.71510(W)     ADJUSTED  
 FE2313* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 FE2313  ___________________________________________________________________
 FE2313  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 FE2313  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2313
 FE2313  HORZ ORDER  -  SECOND
 FE2313
 FE2313.The horizontal coordinates were established by classical geodetic methods
 FE2313.and adjusted by the National Geodetic Survey in April 1999..
 FE2313
 FE2313.The orthometric height was scaled from a topographic map.
 FE2313
 FE2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2313
 FE2313.The geoid height was determined by GEOID03.
 FE2313
 FE2313;                    North         East     Units Scale Factor Converg.
 FE2313;SPC TN       -   136,555.979   370,224.637   MT  0.99996174   -1 29 00.8
 FE2313;SPC TN       -   448,017.41  1,214,645.33   sFT  0.99996174   -1 29 00.8
 FE2313;UTM  16      - 3,933,714.405   360,927.788   MT  0.99983834   -0 53 30.5
 FE2313
 FE2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2313!SPC TN       -   0.99997678  x   0.99996174  =   0.99993852
 FE2313!UTM  16      -   0.99997678  x   0.99983834  =   0.99981512
 FE2313
 FE2313:                Primary Azimuth Mark                     Grid Az
 FE2313:SPC TN       -  BROWN AZ MK                              028 20 32.9
 FE2313:UTM  16      -  BROWN AZ MK                              027 45 02.6
 FE2313
 FE2313|---------------------------------------------------------------------|
 FE2313| PID    Reference Object                     Distance      Geod. Az  |
 FE2313|                                                           dddmmss.s |
 FE2313| CG3299 BROWN AZ MK                                        0265132.1 |
 FE2313| FE2268 HENDERSON CTHSE SPIRE               APPROX.14.3 KM 2215123.3 |
 FE2313| FE2267 HENDERSON BLACK TANK                APPROX.14.5 KM 2215628.0 |
 FE2313| CG3301 BROWN RM 2                           26.874 METERS 23336     |
 FE2313| CG3300 BROWN RM 1                           26.923 METERS 34033     |
 FE2313|---------------------------------------------------------------------|
 FE2313
 FE2313                          SUPERSEDED SURVEY CONTROL
 FE2313
 FE2313  NAD 83(1995)-  35 32 14.34560(N)    088 32 02.72206(W) AD(       ) 2
 FE2313  NAD 83(1986)-  35 32 14.35186(N)    088 32 02.71657(W) AD(       ) 2
 FE2313  NAD 27      -  35 32 14.08500(N)    088 32 02.52900(W) AD(       ) 2
 FE2313
 FE2313.Superseded values are not recommended for survey control.
 FE2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2313.See file dsdata.txt to determine how the superseded data were derived.
 FE2313
 FE2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6092833714(NAD 83)
 FE2313_MARKER: DS = TRIANGULATION STATION DISK
 FE2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2313
 FE2313  HISTORY     - Date     Condition        Report By
 FE2313  HISTORY     - 1934     MONUMENTED       CGS
 FE2313
 FE2313                          STATION DESCRIPTION
 FE2313
 FE2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2313'ABOUT 12 MILES SOUTHWEST OF LEXINGTON AND ABOUT 3 MILES WEST OF
 FE2313'VILLAGE OF MIDDLEFORK ON STATE ROUTE 22. TO REACH FROM
 FE2313'MIDDLEFORK, FOLLOW LURAY ROAD WEST 3.0 MILES TO SMALL SETTLEMENT OF
 FE2313'TIGNORS STORE, THEN CONTINUE TO NORTH AND WEST AROUND STORE
 FE2313'ABOUT 200 FEET TO STATION SITE, WHICH IS 90 YARDS SOUTHWEST OF LURAY
 FE2313'ROAD, IN SOUTHEAST CORNER OF CULTIVATED FIELD, AND 40 FEET
 FE2313'NORTH-NORTHEAST OF DIM WASHED-OUT ROAD ON SOUTH SIDE OF FIELD.
 FE2313'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FE2313'IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE2313'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS ON
 FE2313'EAST EDGE OF FIELD, 20 FEET NORTH OF TELEPHONE POLE, AND
 FE2313'88.33 FEET FROM STATION N 20 DEG 26 MIN W. NO. 2 IS IN SOUTH
 FE2313'EDGE OF FIELD, AT EDGE OF SMALL COPSE, AND 88.17 FEET FROM
 FE2313'STATION S 53 DEG 36 MIN W.  AZIMUTH MARK IS 0.15 MILE NORTHWEST
 FE2313'FROM LURAY ROAD ALONG FIRST T-ROAD EAST OF STATION, 12 FEET
 FE2313'EAST OF CENTER OF ROAD, ON TOP OF SMALL BANK, AND 0.3 MILE FROM
 FE2313'STATION N 25 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2596 ***********************************************************************
 GC2596  DESIGNATION -  BROWN
 GC2596  PID         -  GC2596
 GC2596  STATE/COUNTY-  TN/HUMPHREYS
 GC2596  USGS QUAD   -  MC EWEN (1982)
 GC2596
 GC2596                         *CURRENT SURVEY CONTROL
 GC2596  ___________________________________________________________________
 GC2596* NAD 83(1995)-  36 06 01.83014(N)    087 41 34.76255(W)     ADJUSTED  
 GC2596* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 GC2596  ___________________________________________________________________
 GC2596  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC2596  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2596
 GC2596  HORZ ORDER  -  SECOND
 GC2596
 GC2596.The horizontal coordinates were established by classical geodetic methods
 GC2596.and adjusted by the National Geodetic Survey in April 1999..
 GC2596
 GC2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2596
 GC2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2596
 GC2596.The geoid height was determined by GEOID03.
 GC2596
 GC2596;                    North         East     Units Scale Factor Converg.
 GC2596;SPC TN       -   197,385.878   447,561.570   MT  0.99995918   -0 59 28.1
 GC2596;SPC TN       -   647,590.17  1,468,374.92   sFT  0.99995918   -0 59 28.1
 GC2596;UTM  16      - 3,995,318.668   437,621.375   MT  0.99964794   -0 24 30.0
 GC2596
 GC2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2596!SPC TN       -   0.99996619  x   0.99995918  =   0.99992538
 GC2596!UTM  16      -   0.99996619  x   0.99964794  =   0.99961415
 GC2596
 GC2596:                Primary Azimuth Mark                     Grid Az
 GC2596:SPC TN       -  BROWN AZ MK                              039 52 04.5
 GC2596:UTM  16      -  BROWN AZ MK                              039 17 06.4
 GC2596
 GC2596|---------------------------------------------------------------------|
 GC2596| PID    Reference Object                     Distance      Geod. Az  |
 GC2596|                                                           dddmmss.s |
 GC2596| GC1680 BROWN AZ MK                                        0385236.4 |
 GC2596| CG4902 BROWN RM 1                           46.823 METERS 05928     |
 GC2596| CG4903 BROWN RM 2                           40.435 METERS 29429     |
 GC2596|---------------------------------------------------------------------|
 GC2596
 GC2596                          SUPERSEDED SURVEY CONTROL
 GC2596
 GC2596  NAD 83(1995)-  36 06 01.83172(N)    087 41 34.76598(W) AD(       ) 2
 GC2596  NAD 83(1995)-  36 06 01.83274(N)    087 41 34.76720(W) AD(       ) 2
 GC2596  NAD 83(1986)-  36 06 01.84008(N)    087 41 34.76461(W) AD(       ) 2
 GC2596  NAD 27      -  36 06 01.62382(N)    087 41 34.69306(W) AD(       ) 2
 GC2596  NGVD 29 (07/19/86)  244.2    (m)          801.     (f) VERT ANG       
 GC2596
 GC2596.Superseded values are not recommended for survey control.
 GC2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2596.See file dsdata.txt to determine how the superseded data were derived.
 GC2596
 GC2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3762195319(NAD 83)
 GC2596_MARKER: DD = SURVEY DISK
 GC2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2596
 GC2596  HISTORY     - Date     Condition        Report By
 GC2596  HISTORY     - 1961     MONUMENTED       TNDT
 GC2596  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 GC2596
 GC2596                          STATION DESCRIPTION
 GC2596
 GC2596'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2596'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF WAVERLY.
 GC2596'
 GC2596'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC2596'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO 5.3 MILES NORTHEAST
 GC2596'ON U.S. HIGHWAY 70 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 GC2596'EASTERLY 0.9 MILE TO A GATE AND FIELD ROAD LEFT, TURN LEFT AND
 GC2596'GO NORTH 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2596'
 GC2596'THE STATION IS 155 FEET SOUTHWEST OF A POWER POLE AND 136
 GC2596'FEET SOUTHEAST OF A POWER POLE WITH A WITNESS SIGN NAILED TO
 GC2596'IT.  THE STATION MARK DISK IS 2 FEET BELOW THE SURFACE AND SET
 GC2596'IN A 10-INCH SQUARE, CONCRETE MONUMENT.  THE UNDERGROUND MARK
 GC2596'DISK IS ABOUT 30 INCHES BELOW THE SURFACE MARK DISK.  THE
 GC2596'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2596'DEPARTMENT DISKS STAMPED BROWN 1961.
 GC2596'
 GC2596'REFERENCE MARK NO. 1 IS 2 FEET SOUTHWEST OF A POWER POLE.  THE
 GC2596'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2596'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2596'STAMPED BROWN RM-1 1961.
 GC2596'
 GC2596'REFERENCE MARK NO. 2 IS 3 FEET SOUTHEAST OF A POWER POLE.  THE
 GC2596'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC2596'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2596'STAMPED BROWN RM-2 1961.
 GC2596'
 GC2596'THE AZIMUTH MARK IS 42 FEET SOUTH OF U.S. HIGHWAY 70, 13 FEET
 GC2596'SOUTH OF THE EDGE OF THE HIGHWAY BANK, 3 FEET NORTH OF A FENCE,
 GC2596'AND 2.5 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC2596'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2596'CONCRETE MONUMENT AND THE DISK IS STAMPED BROWN AZI 1961.
 GC2596'
 GC2596'TO REACH THE AZIMUTH MARK FROM THE GATE AND THE PAVED ROAD, GO
 GC2596'0.3 MILE EASTERLY TO A GRAVEL ROAD LEFT, TURN LEFT AND GO
 GC2596'NORTH 0.4 MILE ON THE GRAVEL ROAD TO U.S. HIGHWAY 70.  TURN
 GC2596'LEFT ON U.S. HIGHWAY 70 AND GO SOUTHEASTERLY 0.2 MILE TO THE
 GC2596'MARK ON THE LEFT AS DESCRIBED.
 GC2596'
 GC2596'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2596
 GC2596                          STATION RECOVERY (1972)
 GC2596
 GC2596'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2596'AREAS WHERE POINTS ARE LOCATED, ARE IN CORN FIELD -- NOT FOUND
 GC2596'-- BELIEVE TO BE GOOD.
 GC2596'
 GC2596'AZ. MK. IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1680 ***********************************************************************
 GC1680  DESIGNATION -  BROWN AZ MK
 GC1680  PID         -  GC1680
 GC1680  STATE/COUNTY-  TN/HUMPHREYS
 GC1680  USGS QUAD   -  MC EWEN (1982)
 GC1680
 GC1680                         *CURRENT SURVEY CONTROL
 GC1680  ___________________________________________________________________
 GC1680* NAD 83(1986)-  36 06 17.     (N)    087 41 26.     (W)     SCALED    
 GC1680* NAVD 88     -       239.640  (meters)     786.22   (feet)  ADJUSTED  
 GC1680  ___________________________________________________________________
 GC1680  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1680  DYNAMIC HT  -         239.432 (meters)     785.54  (feet)  COMP
 GC1680  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GC1680
 GC1680  VERT ORDER  -  SECOND    CLASS 0
 GC1680
 GC1680.The horizontal coordinates were scaled from a topographic map and have
 GC1680.an estimated accuracy of +/- 6 seconds.
 GC1680
 GC1680.The orthometric height was determined by differential leveling
 GC1680.and adjusted by the National Geodetic Survey in June 1991..
 GC1680
 GC1680.The geoid height was determined by GEOID03.
 GC1680
 GC1680.The dynamic height is computed by dividing the NAVD 88
 GC1680.geopotential number by the normal gravity value computed on the
 GC1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1680.degrees latitude (g = 980.6199 gals.).
 GC1680
 GC1680.The modeled gravity was interpolated from observed gravity values.
 GC1680
 GC1680;                    North         East    Units  Estimated Accuracy
 GC1680;SPC TN       -   197,850.      447,790.      MT  (+/- 180 meters Scaled)
 GC1680
 GC1680                          SUPERSEDED SURVEY CONTROL
 GC1680
 GC1680  NGVD 29 (??/??/??)  239.70   (m)          786.4    (f) RESET       3  
 GC1680
 GC1680.Superseded values are not recommended for survey control.
 GC1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1680.See file dsdata.txt to determine how the superseded data were derived.
 GC1680
 GC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE378957(NAD 83)
 GC1680_MARKER: DZ = AZIMUTH MARK DISK
 GC1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1680_STAMPING: BROWN AZI 1961
 GC1680_MARK LOGO: TNHD  
 GC1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1680+STABILITY: SURFACE MOTION
 GC1680
 GC1680  HISTORY     - Date     Condition        Report By
 GC1680  HISTORY     - 1961     MONUMENTED       TNHD
 GC1680
 GC1680                          STATION DESCRIPTION
 GC1680
 GC1680'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1680'6 MI NE FROM WAVERLY.
 GC1680'FROM THE COURTHOUSE IN WAVERLY, GO NORTHEAST ON U.S. HIGHWAY 70
 GC1680'FOR 6 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 42 FEET SOUTH
 GC1680'OF U.S. HIGHWAY 70, 13 FEET SOUTH OF THE EDGE OF A HIGHWAY BANK,
 GC1680'3 FEET NORTH OF A FENCE, AND 2.5 FEET NORTH OF A WITNESS POST.
 GC1680'THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC1680'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2362 ***********************************************************************
 GC2362  DESIGNATION -  BROWNING
 GC2362  PID         -  GC2362
 GC2362  STATE/COUNTY-  TN/ROBERTSON
 GC2362  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC2362
 GC2362                         *CURRENT SURVEY CONTROL
 GC2362  ___________________________________________________________________
 GC2362* NAD 83(1995)-  36 28 13.21581(N)    086 57 40.99464(W)     ADJUSTED  
 GC2362* NAVD 88     -       218.40   (+/-2cm)     716.5    (feet)  VERTCON   
 GC2362  ___________________________________________________________________
 GC2362  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GC2362  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2362
 GC2362  HORZ ORDER  -  THIRD
 GC2362  VERT ORDER  -  THIRD ? (See Below)
 GC2362
 GC2362.The horizontal coordinates were established by classical geodetic methods
 GC2362.and adjusted by the National Geodetic Survey in April 1999..
 GC2362
 GC2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2362.The vertical order pertains to the NGVD 29 superseded value.
 GC2362
 GC2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2362
 GC2362.The geoid height was determined by GEOID03.
 GC2362
 GC2362;                    North         East     Units Scale Factor Converg.
 GC2362;SPC TN       -   237,527.642   513,835.932   MT  1.00000996   -0 33 46.2
 GC2362;SPC TN       -   779,288.61  1,685,810.05   sFT  1.00000996   -0 33 46.2
 GC2362;UTM  16      - 4,036,118.528   503,459.280   MT  0.99960015   +0 01 22.6
 GC2362
 GC2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2362!SPC TN       -   0.99997036  x   1.00000996  =   0.99998032
 GC2362!UTM  16      -   0.99997036  x   0.99960015  =   0.99957052
 GC2362
 GC2362|---------------------------------------------------------------------|
 GC2362| PID    Reference Object                     Distance      Geod. Az  |
 GC2362|                                                           dddmmss.s |
 GC2362| CG4905 BROWNING RM 1                        20.644 METERS 04747     |
 GC2362| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX. 8.1 KM 0574441.5 |
 GC2362| GC2365 SPRINGFIELD RAD STA WDBL MAST       APPROX. 5.7 KM 0605228.6 |
 GC2362| GC2416 SPRINGFIELD N MUNICIPAL TANK        APPROX. 8.4 KM 0613729.9 |
 GC2362| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 7.2 KM 0622534.1 |
 GC2362| CG4906 BROWNING RM 2                        31.324 METERS 12346     |
 GC2362| CG4904 BROWNING AZ MK                                     2252523.6 |
 GC2362| GC2414 DUNN 2                              APPROX. 9.0 KM 3515555.4 |
 GC2362|---------------------------------------------------------------------|
 GC2362
 GC2362                          SUPERSEDED SURVEY CONTROL
 GC2362
 GC2362  NAD 83(1995)-  36 28 13.21583(N)    086 57 40.99829(W) AD(       ) 3
 GC2362  NAD 83(1995)-  36 28 13.21883(N)    086 57 40.99921(W) AD(       ) 3
 GC2362  NAD 83(1986)-  36 28 13.22428(N)    086 57 40.99974(W) AD(       ) 3
 GC2362  NAD 27      -  36 28 13.05900(N)    086 57 41.00100(W) AD(       ) 3
 GC2362  NGVD 29 (07/19/86)  218.47   (m)          716.8    (f) LEVELING    3  
 GC2362
 GC2362.Superseded values are not recommended for survey control.
 GC2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2362.See file dsdata.txt to determine how the superseded data were derived.
 GC2362
 GC2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0345936119(NAD 83)
 GC2362_MARKER: DS = TRIANGULATION STATION DISK
 GC2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2362
 GC2362  HISTORY     - Date     Condition        Report By
 GC2362  HISTORY     - 1953     MONUMENTED       CGS
 GC2362
 GC2362                          STATION DESCRIPTION
 GC2362
 GC2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2362'STATION IS LOCATED 5 MILES SOUTHWEST OF SPRINGFIELD, 1 MILE SOUTHEAST
 GC2362'OF FLEWELLYN ON PROPERTY OWNED BY MRS. BROWNING.  IT IS 86 FEET
 GC2362'SOUTHWEST OF THE INTERSECTION OF A PAVED AND GRAVEL CROSSROAD, 29
 GC2362'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 26 FEET SOUTH OF
 GC2362'THE CENTER OF THE GRAVEL ROAD AND 10 FEET SOUTH OF A WHITE WITNESS
 GC2362'POST AND A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2362'BROWNING 1953.
 GC2362'
 GC2362'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE CENTER OF THE PAVED ROAD
 GC2362'AND 14 FEET SOUTH OF A FENCE CORNER. THE MARK IS FLUSH AND THE
 GC2362'DISK IS STAMPED BROWNING NO. 1 1953.
 GC2362'
 GC2362'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2362'THE BARN, 12 FEET NORTH OF A FENCE LINE AND 2 FEET EAST OF THE
 GC2362'NORTHEAST CORNER OF A CORN CRIB. THE MARK IS FLUSH AND THE DISK IS
 GC2362'STAMPED BROWNING NO. 2 1953.
 GC2362'
 GC2362'AZIMUTH MARK IS SET IN THE CENTER OF A SMALL TRIANGLE FORMED BY THE
 GC2362'INTERSECTION OF A GRAVEL FORK. IT IS 30 FEET NORTHWEST OF THE
 GC2362'CENTER OF A GRAVEL ROAD, 24 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 GC2362'AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2
 GC2362'INCHES AND THE DISK IS STAMPED BROWNING 1953.
 GC2362'
 GC2362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 GC2362'STATE HIGHWAY 49, AT THE NORTHEAST CORNER OF THE COURTHOUSE
 GC2362'SQUARE IN SPRINGFIELD, GO SOUTHWEST ON HIGHWAY 49 FOR 5.2 MILES TO A
 GC2362'PAVED CROSSROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.9
 GC2362'MILE TO A GRAVEL CROSSROAD AND THE STATION AS DESCRIBED. TURN LEFT ON
 GC2362'GRAVEL ROAD AND GO WEST ON GRAVEL ROAD FOR 0.15 MILE TO THE
 GC2362'AZIMUTH MARK AS DESCRIBED.
 GC2362'
 GC2362'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0875 ***********************************************************************
 FE0875  DESIGNATION -  BROWNSVILLE
 FE0875  PID         -  FE0875
 FE0875  STATE/COUNTY-  TN/HAYWOOD
 FE0875  USGS QUAD   -  BROWNSVILLE (1983)
 FE0875
 FE0875                         *CURRENT SURVEY CONTROL
 FE0875  ___________________________________________________________________
 FE0875* NAD 83(1995)-  35 35 38.33184(N)    089 15 44.84299(W)     ADJUSTED  
 FE0875* NAVD 88     -       118.838  (meters)     389.89   (feet)  ADJUSTED  
 FE0875  ___________________________________________________________________
 FE0875  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE0875  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0875  DYNAMIC HT  -         118.733 (meters)     389.54  (feet)  COMP
 FE0875  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FE0875
 FE0875  HORZ ORDER  -  THIRD
 FE0875  VERT ORDER  -  SECOND    CLASS 0
 FE0875
 FE0875.The horizontal coordinates were established by classical geodetic methods
 FE0875.and adjusted by the National Geodetic Survey in April 1999..
 FE0875
 FE0875.The orthometric height was determined by differential leveling
 FE0875.and adjusted by the National Geodetic Survey in June 1991..
 FE0875
 FE0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0875
 FE0875.The geoid height was determined by GEOID03.
 FE0875
 FE0875.The dynamic height is computed by dividing the NAVD 88
 FE0875.geopotential number by the normal gravity value computed on the
 FE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0875.degrees latitude (g = 980.6199 gals.).
 FE0875
 FE0875.The modeled gravity was interpolated from observed gravity values.
 FE0875
 FE0875;                    North         East     Units Scale Factor Converg.
 FE0875;SPC TN       -   144,794.949   304,411.923   MT  0.99995713   -1 54 35.9
 FE0875;SPC TN       -   475,048.10    998,724.78   sFT  0.99995713   -1 54 35.9
 FE0875;UTM  16      - 3,941,272.652   295,032.773   MT  1.00011773   -1 19 02.3
 FE0875
 FE0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0875!SPC TN       -   0.99998572  x   0.99995713  =   0.99994285
 FE0875!UTM  16      -   0.99998572  x   1.00011773  =   1.00010345
 FE0875
 FE0875|---------------------------------------------------------------------|
 FE0875| PID    Reference Object                     Distance      Geod. Az  |
 FE0875|                                                           dddmmss.s |
 FE0875| FE2435 BROWNSVILLE FIRST METH CHURCH       176.918 METERS 05203     |
 FE0875| FE2436 BROWNSVILLE MUN TANK                317.960 METERS 06913     |
 FE0875| FE2424 ATT RAD STA KIN 97 MAST             APPROX. 7.6 KM 0890905.0 |
 FE0875| FE2442 BROWNSVILLE 1                         6.148 METERS 10204     |
 FE0875| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 0.7 KM 1445002.8 |
 FE0875| FE2432 BROWNSVILLE                          23.623 METERS 14801     |
 FE0875| FE0823 SUNNY                               APPROX. 6.9 KM 1601748.8 |
 FE0875| FE2437 BROWNSVILLE RAD STA KID 59 MST      APPROX. 3.7 KM 2321521.2 |
 FE0875| CG3302 BROWNSVILLE AZ MK                                  2651825.1 |
 FE0875| CG3303 BROWNSVILLE RM 1                     11.915 METERS 29306     |
 FE0875|---------------------------------------------------------------------|
 FE0875
 FE0875                          SUPERSEDED SURVEY CONTROL
 FE0875
 FE0875  NAD 83(1995)-  35 35 38.33750(N)    089 15 44.84486(W) AD(       ) 3
 FE0875  NAD 83(1986)-  35 35 38.34336(N)    089 15 44.84362(W) AD(       ) 3
 FE0875  NAD 27      -  35 35 38.06180(N)    089 15 44.59850(W) AD(       ) 3
 FE0875  NGVD 29 (??/??/??)  118.844  (m)          389.91   (f) ADJUSTED    2 0
 FE0875
 FE0875.Superseded values are not recommended for survey control.
 FE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0875.See file dsdata.txt to determine how the superseded data were derived.
 FE0875
 FE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9503341273(NAD 83)
 FE0875_MARKER: DB = BENCH MARK DISK
 FE0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0875_STAMPING: BROWNSVILLE 1958
 FE0875_MARK LOGO: CGS   
 FE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0875+STABILITY: SURFACE MOTION
 FE0875
 FE0875  HISTORY     - Date     Condition        Report By
 FE0875  HISTORY     - 1958     MONUMENTED       CGS
 FE0875  HISTORY     - 1958     GOOD             CGS
 FE0875  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0875
 FE0875                          STATION DESCRIPTION
 FE0875
 FE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0875'THE STATION IS IN THE LAWN OF THE HAYWOOD COUNTY COURTHOUSE, IN THE
 FE0875'CITY OF BROWNSVILLE. IT IS 33 FEET SOUTH OF THE SOUTH CURB OF
 FE0875'NORTH COURT STREET, 23 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FE0875'COURTHOUSE BUILDING, 63 FEET WEST OF THE WEST CURB OF WASHINGTON
 FE0875'STREET, 77 FEET NORTHWEST OF A CONFEDERATE MONUMENT AND 28 FEET EAST
 FE0875'OF THE EAST EDGE OF A SIDEWALK LEADING TO THE COURTHOUSE ON THE
 FE0875'NORTH SIDE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROWNSVILLE
 FE0875'1958.
 FE0875'
 FE0875'TO REACH THE AZIMUTH MARK FROM THE WEST SIDE OF THE HAYWOOD COUNTY
 FE0875'COURTHOUSE, GO WEST ON WEST MAIN STREET FOR 0.15 MILE TO THE
 FE0875'MARK ON THE LEFT.
 FE0875'
 FE0875'REFERENCE MARK 1 IS SET AT THE TOP OF THE SIDEWALK STEPS, ON THE WEST
 FE0875'SIDE OF THE SIDEWALK LEADING TO THE COURTHOUSE ENTRANCE ON THE
 FE0875'NORTH SIDE. IT IS 59 FEET SOUTH OF THE CENTERLINE OF NORTH COURT
 FE0875'STREET, 36 FEET NORTH OF THE NORTH SIDE OF THE COURTHOUSE BUILDING,
 FE0875'19 FEET SOUTH OF THE SOUTH CURB OF NORTH COURT STREET AND 92 FEET
 FE0875'EAST OF THE EAST CURB OF LAFAYETTE STREET. THE DISK IS SET FLUSH IN
 FE0875'A DRILL HOLE IN THE TOP OF THE WEST STEP FACING THAT PROJECTS 5
 FE0875'INCHES ABOVE THE GROUND SURFACE, THE DISK IS STAMPED BROWNSVILLE NO
 FE0875'1 1958.
 FE0875'
 FE0875'BENCH MARK BROWNSVILLE IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FE0875'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT IS 10
 FE0875'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SIDEWALK. IT IS 53
 FE0875'FEET EAST OF THE EAST SIDE OF THE COURTHOUSE BUILDING, 20 FEET
 FE0875'WEST OF THE WEST CURB OF WASHINGTON STREET AND 1 FOOT EAST OF THE
 FE0875'EAST SIDE OF THE BASE OF THE CONFEDERATE MONUMENT. THE DISK IS
 FE0875'STAMPED BROWNSVILLE 1934.
 FE0875'
 FE0875'BROWNSVILLE (USE) IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN
 FE0875'THE TOP OF A CONCRETE POST THAT IS 7 INCHES IN DIAMETER AND
 FE0875'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 38 FEET SOUTH OF THE
 FE0875'SOUTH CURB OF NORTH COURT STREET, 43 FEET WEST OF THE WEST CURB OF
 FE0875'WASHINGTON STREET AND 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE0875'THE COURTHOUSE BUILDING. THE DISK IS STAMPED BROWNSVILLE B M
 FE0875'NO 1 1933.
 FE0875'
 FE0875'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF WEST MAIN
 FE0875'STREET, 12 FEET SOUTHEAST OF A POWER LINE POLE WITH TWO TRANSFORMERS,
 FE0875'32 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 36 FEET
 FE0875'NORTHWEST OF THE NORTHWEST CORNER OF A SERVICE STATION BUILDING AND
 FE0875'12 FEET SOUTH OF THE SOUTH CURB OF WEST MAIN STREET. THE MONUMENT IS
 FE0875'FLUSH AND THE DISK IS STAMPED BROWNSVILLE 1958.
 FE0875'
 FE0875'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE0875
 FE0875                          STATION RECOVERY (1958)
 FE0875
 FE0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0875'AT BROWNSVILLE.
 FE0875'AT BROWNSVILLE, HAYWOOD COUNTY, AT THE COUNTY COURTHOUSE AT
 FE0875'THE CENTER OF A WALK TO THE EAST ENTRANCE, 20 FEET WEST OF A
 FE0875'FLAGPOLE, 8 FEET EAST OF THE EAST SIDE OF THE CONFEDERATE
 FE0875'MONUMENT, AND BEHIND THE CANNON.  A STANDARD DISK, STAMPED
 FE0875'BROWNSVILLE 1935 AND SET IN THE TOP OF A CIRCULAR CONCRETE POST.
 FE0875
 FE0875                          STATION RECOVERY (2002)
 FE0875
 FE0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0875'FOUND BROWNSVILLE RM 1 GOOD CONDITION.
 FE0875'FOUND BROWNSVILLE ,,USE,, GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2432 ***********************************************************************
 FE2432  DESIGNATION -  BROWNSVILLE
 FE2432  PID         -  FE2432
 FE2432  STATE/COUNTY-  TN/HAYWOOD
 FE2432  USGS QUAD   -  BROWNSVILLE (1983)
 FE2432
 FE2432                         *CURRENT SURVEY CONTROL
 FE2432  ___________________________________________________________________
 FE2432* NAD 83(1995)-  35 35 37.68166(N)    089 15 44.34602(W)     ADJUSTED  
 FE2432* NAVD 88     -       118.83   (+/-2cm)     389.9    (feet)  VERTCON   
 FE2432  ___________________________________________________________________
 FE2432  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE2432  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2432
 FE2432  HORZ ORDER  -  SECOND
 FE2432  VERT ORDER  -  THIRD ? (See Below)
 FE2432
 FE2432.The horizontal coordinates were established by classical geodetic methods
 FE2432.and adjusted by the National Geodetic Survey in April 1999..
 FE2432
 FE2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2432.The vertical order pertains to the NGVD 29 superseded value.
 FE2432
 FE2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2432
 FE2432.The geoid height was determined by GEOID03.
 FE2432
 FE2432;                    North         East     Units Scale Factor Converg.
 FE2432;SPC TN       -   144,774.506   304,423.758   MT  0.99995715   -1 54 35.6
 FE2432;SPC TN       -   474,981.03    998,763.61   sFT  0.99995715   -1 54 35.6
 FE2432;UTM  16      - 3,941,252.329   295,044.821   MT  1.00011767   -1 19 01.9
 FE2432
 FE2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2432!SPC TN       -   0.99998572  x   0.99995715  =   0.99994287
 FE2432!UTM  16      -   0.99998572  x   1.00011767  =   1.00010339
 FE2432
 FE2432                          SUPERSEDED SURVEY CONTROL
 FE2432
 FE2432  NAD 83(1995)-  35 35 37.68731(N)    089 15 44.34789(W) AD(       ) 2
 FE2432  NAD 83(1986)-  35 35 37.69318(N)    089 15 44.34665(W) AD(       ) 2
 FE2432  NAD 27      -  35 35 37.41160(N)    089 15 44.10160(W) AD(       ) 2
 FE2432  NGVD 29 (07/19/86)  118.84   (m)          389.9    (f) LEVELING    3  
 FE2432
 FE2432.Superseded values are not recommended for survey control.
 FE2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2432.See file dsdata.txt to determine how the superseded data were derived.
 FE2432
 FE2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9504541252(NAD 83)
 FE2432_MARKER: DB = BENCH MARK DISK
 FE2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2432_STAMPING: BROWNSVILLE 1934
 FE2432_MARK LOGO: CGS   
 FE2432
 FE2432  HISTORY     - Date     Condition        Report By
 FE2432  HISTORY     - 1934     MONUMENTED       CGS
 FE2432
 FE2432                          STATION DESCRIPTION
 FE2432
 FE2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2432'THE STATION IS IN THE LAWN OF THE HAYWOOD COUNTY COURTHOUSE, IN THE
 FE2432'CITY OF BROWNSVILLE.
 FE2432'
 FE2432'BENCH MARK BROWNSVILLE IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FE2432'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT IS 10
 FE2432'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SIDEWALK. IT IS 53
 FE2432'FEET EAST OF THE EAST SIDE OF THE COURTHOUSE BUILDING, 20 FEET
 FE2432'WEST OF THE WEST CURB OF WASHINGTON STREET AND 1 FOOT EAST OF THE
 FE2432'EAST SIDE OF THE BASE OF THE CONFEDERATE MONUMENT. THE DISK IS
 FE2432'STAMPED BROWNSVILLE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2442 ***********************************************************************
 FE2442  DESIGNATION -  BROWNSVILLE 1
 FE2442  PID         -  FE2442
 FE2442  STATE/COUNTY-  TN/HAYWOOD
 FE2442  USGS QUAD   -  BROWNSVILLE (1983)
 FE2442
 FE2442                         *CURRENT SURVEY CONTROL
 FE2442  ___________________________________________________________________
 FE2442* NAD 83(1995)-  35 35 38.29014(N)    089 15 44.60416(W)     ADJUSTED  
 FE2442* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2442  ___________________________________________________________________
 FE2442  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE2442  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2442
 FE2442  HORZ ORDER  -  SECOND
 FE2442
 FE2442.The horizontal coordinates were established by classical geodetic methods
 FE2442.and adjusted by the National Geodetic Survey in April 1999..
 FE2442
 FE2442.The orthometric height was scaled from a topographic map.
 FE2442
 FE2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2442
 FE2442.The geoid height was determined by GEOID03.
 FE2442
 FE2442;                    North         East     Units Scale Factor Converg.
 FE2442;SPC TN       -   144,793.464   304,417.889   MT  0.99995713   -1 54 35.8
 FE2442;SPC TN       -   475,043.22    998,744.36   sFT  0.99995713   -1 54 35.8
 FE2442;UTM  16      - 3,941,271.229   295,038.755   MT  1.00011770   -1 19 02.1
 FE2442
 FE2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2442!SPC TN       -   0.99998570  x   0.99995713  =   0.99994283
 FE2442!UTM  16      -   0.99998570  x   1.00011770  =   1.00010340
 FE2442
 FE2442                          SUPERSEDED SURVEY CONTROL
 FE2442
 FE2442  NAD 83(1995)-  35 35 38.29579(N)    089 15 44.60603(W) AD(       ) 2
 FE2442  NAD 83(1986)-  35 35 38.30166(N)    089 15 44.60479(W) AD(       ) 2
 FE2442  NAD 27      -  35 35 38.02010(N)    089 15 44.35970(W) AD(       ) 2
 FE2442
 FE2442.Superseded values are not recommended for survey control.
 FE2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2442.See file dsdata.txt to determine how the superseded data were derived.
 FE2442
 FE2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9503941271(NAD 83)
 FE2442_MARKER: DD = SURVEY DISK
 FE2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2442_STAMPING: BROWNSVILLE B M NO 1 1933
 FE2442_MARK LOGO: DOD   
 FE2442
 FE2442  HISTORY     - Date     Condition        Report By
 FE2442  HISTORY     - 1933     MONUMENTED       USE
 FE2442
 FE2442                          STATION DESCRIPTION
 FE2442
 FE2442'DESCRIBED BY US ENGINEERS 1933
 FE2442'THE STATION IS IN THE LAWN OF THE HAYWOOD COUNTY COURTHOUSE, IN THE
 FE2442'CITY OF BROWNSVILLE.
 FE2442'
 FE2442'BROWNSVILLE (USE) IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN
 FE2442'THE TOP OF A CONCRETE POST THAT IS 7 INCHES IN DIAMETER AND
 FE2442'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 38 FEET SOUTH OF THE
 FE2442'SOUTH CURB OF NORTH COURT STREET, 43 FEET WEST OF THE WEST CURB OF
 FE2442'WASHINGTON STREET AND 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE2442'THE COURTHOUSE BUILDING. THE DISK IS STAMPED BROWNSVILLE B M
 FE2442'NO 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0874 ***********************************************************************
 FE0874  DESIGNATION -  BROWNSVILLE 2
 FE0874  PID         -  FE0874
 FE0874  STATE/COUNTY-  TN/HAYWOOD
 FE0874  USGS QUAD   -  BROWNSVILLE (1983)
 FE0874
 FE0874                         *CURRENT SURVEY CONTROL
 FE0874  ___________________________________________________________________
 FE0874* NAD 83(1986)-  35 35 26.     (N)    089 15 43.     (W)     SCALED    
 FE0874* NAVD 88     -       105.446  (meters)     345.95   (feet)  ADJUSTED  
 FE0874  ___________________________________________________________________
 FE0874  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0874  DYNAMIC HT  -         105.353 (meters)     345.65  (feet)  COMP
 FE0874  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0874
 FE0874  VERT ORDER  -  SECOND    CLASS 0
 FE0874
 FE0874.The horizontal coordinates were scaled from a topographic map and have
 FE0874.an estimated accuracy of +/- 6 seconds.
 FE0874
 FE0874.The orthometric height was determined by differential leveling
 FE0874.and adjusted by the National Geodetic Survey in June 1991..
 FE0874
 FE0874.The geoid height was determined by GEOID03.
 FE0874
 FE0874.The dynamic height is computed by dividing the NAVD 88
 FE0874.geopotential number by the normal gravity value computed on the
 FE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0874.degrees latitude (g = 980.6199 gals.).
 FE0874
 FE0874.The modeled gravity was interpolated from observed gravity values.
 FE0874
 FE0874;                    North         East    Units  Estimated Accuracy
 FE0874;SPC TN       -   144,410.      304,450.      MT  (+/- 180 meters Scaled)
 FE0874
 FE0874                          SUPERSEDED SURVEY CONTROL
 FE0874
 FE0874  NGVD 29 (??/??/??)  105.453  (m)          345.97   (f) ADJUSTED    2 0
 FE0874
 FE0874.Superseded values are not recommended for survey control.
 FE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0874.See file dsdata.txt to determine how the superseded data were derived.
 FE0874
 FE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE950408(NAD 83)
 FE0874_MARKER: DD = SURVEY DISK
 FE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0874_STAMPING: BROWNSVILLE 2 1933
 FE0874_MARK LOGO: DOD   
 FE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0874+STABILITY: SURFACE MOTION
 FE0874
 FE0874  HISTORY     - Date     Condition        Report By
 FE0874  HISTORY     - 1933     MONUMENTED       DOD
 FE0874  HISTORY     - 1935     GOOD             CGS
 FE0874  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0874
 FE0874                          STATION DESCRIPTION
 FE0874
 FE0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0874'AT BROWNSVILLE.
 FE0874'AT BROWNSVILLE, HAYWOOD COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE0874'RAILROAD, 5 RAILS WEST OF THE FREIGHT STATION, AND 5 FEET SOUTH
 FE0874'AND 14 FEET EAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 FE0874'PLATFORM.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 FE0874'STAMPED BROWNSVILLE 2 1933 AND SET IN THE TOP OF A CONCRETE
 FE0874'POST.
 FE0874
 FE0874                          STATION RECOVERY (2002)
 FE0874
 FE0874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0874'SUSPECTED DESTOYRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2434 ***********************************************************************
 FE2434  DESIGNATION -  BROWNSVILLE FED COMP WHSE TANK
 FE2434  PID         -  FE2434
 FE2434  STATE/COUNTY-  TN/HAYWOOD
 FE2434  USGS QUAD   -  BROWNSVILLE (1983)
 FE2434
 FE2434                         *CURRENT SURVEY CONTROL
 FE2434  ___________________________________________________________________
 FE2434* NAD 83(1995)-  35 35 18.68530(N)    089 15 27.89801(W)     ADJUSTED  
 FE2434* NAVD 88     -                                                        
 FE2434  ___________________________________________________________________
 FE2434  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE2434  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2434
 FE2434  HORZ ORDER  -  THIRD
 FE2434
 FE2434.The horizontal coordinates were established by classical geodetic methods
 FE2434.and adjusted by the National Geodetic Survey in April 1999..
 FE2434
 FE2434
 FE2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2434
 FE2434.The geoid height was determined by GEOID03.
 FE2434
 FE2434;                    North         East     Units Scale Factor Converg.
 FE2434;SPC TN       -   144,175.601   304,818.077   MT  0.99995753   -1 54 26.0
 FE2434;SPC TN       -   473,016.12  1,000,057.31   sFT  0.99995753   -1 54 26.0
 FE2434;UTM  16      - 3,940,657.441   295,445.379   MT  1.00011565   -1 18 51.8
 FE2434
 FE2434                          SUPERSEDED SURVEY CONTROL
 FE2434
 FE2434  NAD 83(1995)-  35 35 18.69094(N)    089 15 27.89988(W) AD(       ) 4
 FE2434  NAD 83(1986)-  35 35 18.69684(N)    089 15 27.89859(W) AD(       ) 4
 FE2434  NAD 27      -  35 35 18.41500(N)    089 15 27.65300(W) AD(       ) 3
 FE2434
 FE2434.Superseded values are not recommended for survey control.
 FE2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2434.See file dsdata.txt to determine how the superseded data were derived.
 FE2434
 FE2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9544540657(NAD 83)
 FE2434_MARKER: 53 = ELEVATED TANK
 FE2434
 FE2434  HISTORY     - Date     Condition        Report By
 FE2434  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2434
 FE2434                          STATION DESCRIPTION
 FE2434
 FE2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2434'THE STATION IS THE BALL ATOP THE FEDERAL COMPRESS AND WAREHOUSE CO.,
 FE2434'WATER TANK IN THE SOUTHERN SECTION OF THE TOWN OF BROWNSVILLE.  THE
 FE2434'TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, WITH AN OVERALL
 FE2434'HEIGHT OF 125 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 FE2434'PAINTED SILVER.  THE TANK HAS THE WORDS FEDERAL COMPRESS IN LARGE
 FE2434'BLACK LETTERS PAINTED ON THE NORTH AND WEST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2435 ***********************************************************************
 FE2435  DESIGNATION -  BROWNSVILLE FIRST METH CHURCH
 FE2435  PID         -  FE2435
 FE2435  STATE/COUNTY-  TN/HAYWOOD
 FE2435  USGS QUAD   -  BROWNSVILLE (1983)
 FE2435
 FE2435                         *CURRENT SURVEY CONTROL
 FE2435  ___________________________________________________________________
 FE2435* NAD 83(1995)-  35 35 41.86158(N)    089 15 39.30059(W)     ADJUSTED  
 FE2435* NAVD 88     -                                                        
 FE2435  ___________________________________________________________________
 FE2435  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FE2435  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2435
 FE2435  HORZ ORDER  -  THIRD
 FE2435
 FE2435.The horizontal coordinates were established by classical geodetic methods
 FE2435.and adjusted by the National Geodetic Survey in April 1999..
 FE2435
 FE2435
 FE2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2435
 FE2435.The geoid height was determined by GEOID03.
 FE2435
 FE2435;                    North         East     Units Scale Factor Converg.
 FE2435;SPC TN       -   144,899.021   304,554.984   MT  0.99995706   -1 54 32.7
 FE2435;SPC TN       -   475,389.54    999,194.14   sFT  0.99995706   -1 54 32.7
 FE2435;UTM  16      - 3,941,378.215   295,174.772   MT  1.00011702   -1 18 59.1
 FE2435
 FE2435                          SUPERSEDED SURVEY CONTROL
 FE2435
 FE2435  NAD 83(1995)-  35 35 41.86720(N)    089 15 39.30245(W) AD(       ) 4
 FE2435  NAD 83(1986)-  35 35 41.87312(N)    089 15 39.30117(W) AD(       ) 4
 FE2435  NAD 27      -  35 35 41.59300(N)    089 15 39.05500(W) AD(       ) 3
 FE2435
 FE2435.Superseded values are not recommended for survey control.
 FE2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2435.See file dsdata.txt to determine how the superseded data were derived.
 FE2435
 FE2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9517541378(NAD 83)
 FE2435_MARKER: 90 = CHURCH SPIRE
 FE2435
 FE2435  HISTORY     - Date     Condition        Report By
 FE2435  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2435
 FE2435                          STATION DESCRIPTION
 FE2435
 FE2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2435'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON TOP OF THE FIRST
 FE2435'METHODIST CHURCH IN THE EASTERN PART OF THE TOWN OF BROWNSVILLE.
 FE2435'THE SPIRE IS ON THE SOUTHWESTERN CORNER OF THE CHURCH BUILDING.  THE
 FE2435'ROOF OF THE SPIRE IS GREEN WITH THE LAST 3 FEET PAINTED WHITE.
 FE2435'THE OVERALL HEIGHT OF THE BUILDING AND SPIRE IS ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2436 ***********************************************************************
 FE2436  DESIGNATION -  BROWNSVILLE MUN TANK
 FE2436  PID         -  FE2436
 FE2436  STATE/COUNTY-  TN/HAYWOOD
 FE2436  USGS QUAD   -  BROWNSVILLE (1983)
 FE2436
 FE2436                         *CURRENT SURVEY CONTROL
 FE2436  ___________________________________________________________________
 FE2436* NAD 83(1995)-  35 35 41.99350(N)    089 15 33.03435(W)     ADJUSTED  
 FE2436* NAVD 88     -                                                        
 FE2436  ___________________________________________________________________
 FE2436  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE2436  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2436
 FE2436  HORZ ORDER  -  THIRD
 FE2436
 FE2436.The horizontal coordinates were established by classical geodetic methods
 FE2436.and adjusted by the National Geodetic Survey in April 1999..
 FE2436
 FE2436
 FE2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2436
 FE2436.The geoid height was determined by GEOID03.
 FE2436
 FE2436;                    North         East     Units Scale Factor Converg.
 FE2436;SPC TN       -   144,897.831   304,712.764   MT  0.99995706   -1 54 29.0
 FE2436;SPC TN       -   475,385.63    999,711.79   sFT  0.99995706   -1 54 29.0
 FE2436;UTM  16      - 3,941,378.658   295,332.582   MT  1.00011622   -1 18 55.5
 FE2436
 FE2436                          SUPERSEDED SURVEY CONTROL
 FE2436
 FE2436  NAD 83(1995)-  35 35 41.99912(N)    089 15 33.03630(W) AD(       ) 4
 FE2436  NAD 83(1986)-  35 35 42.00504(N)    089 15 33.03496(W) AD(       ) 4
 FE2436  NAD 27      -  35 35 41.72400(N)    089 15 32.79000(W) AD(       ) 3
 FE2436
 FE2436.Superseded values are not recommended for survey control.
 FE2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2436.See file dsdata.txt to determine how the superseded data were derived.
 FE2436
 FE2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9533341379(NAD 83)
 FE2436_MARKER: 53 = ELEVATED TANK
 FE2436
 FE2436  HISTORY     - Date     Condition        Report By
 FE2436  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2436
 FE2436                          STATION DESCRIPTION
 FE2436
 FE2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2436'THE STATION IS THE BALL ATOP THE BROWNSVILLE MUNICIPAL WATER TANK IN
 FE2436'THE EASTERN PART OF THE TOWN OF BROWNSVILLE.  THE TANK IS SUPPORTED
 FE2436'BY A FOUR-LEGGED STEEL STRUCTURE, WITH AN OVERALL HEIGHT OF 165 FEET.
 FE2436'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2437 ***********************************************************************
 FE2437  DESIGNATION -  BROWNSVILLE RAD STA KID 59 MST
 FE2437  PID         -  FE2437
 FE2437  STATE/COUNTY-  TN/HAYWOOD
 FE2437  USGS QUAD   -  BROWNSVILLE (1983)
 FE2437
 FE2437                         *CURRENT SURVEY CONTROL
 FE2437  ___________________________________________________________________
 FE2437* NAD 83(1995)-  35 34 24.72023(N)    089 17 41.20942(W)     ADJUSTED  
 FE2437* NAVD 88     -                                                        
 FE2437  ___________________________________________________________________
 FE2437  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 FE2437  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2437
 FE2437  HORZ ORDER  -  THIRD
 FE2437
 FE2437.The horizontal coordinates were established by classical geodetic methods
 FE2437.and adjusted by the National Geodetic Survey in April 1999..
 FE2437
 FE2437
 FE2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2437
 FE2437.The geoid height was determined by GEOID03.
 FE2437
 FE2437;                    North         East     Units Scale Factor Converg.
 FE2437;SPC TN       -   142,625.745   301,408.016   MT  0.99995868   -1 55 44.0
 FE2437;SPC TN       -   467,931.30    988,869.47   sFT  0.99995868   -1 55 44.0
 FE2437;UTM  16      - 3,939,072.104   292,050.980   MT  1.00013291   -1 20 07.7
 FE2437
 FE2437                          SUPERSEDED SURVEY CONTROL
 FE2437
 FE2437  NAD 83(1995)-  35 34 24.72595(N)    089 17 41.21121(W) AD(       ) 4
 FE2437  NAD 83(1986)-  35 34 24.73178(N)    089 17 41.20990(W) AD(       ) 4
 FE2437  NAD 27      -  35 34 24.44700(N)    089 17 40.96200(W) AD(       ) 3
 FE2437
 FE2437.Superseded values are not recommended for survey control.
 FE2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2437.See file dsdata.txt to determine how the superseded data were derived.
 FE2437
 FE2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9205139072(NAD 83)
 FE2437_MARKER: 42 = RADIO/TV MAST
 FE2437
 FE2437  HISTORY     - Date     Condition        Report By
 FE2437  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2437  HISTORY     - 1958     GOOD             CGS
 FE2437
 FE2437                          STATION DESCRIPTION
 FE2437
 FE2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2437'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE TRUNKLINE GAS
 FE2437'COMPANY LOCATED ON THE NORTHWEST SIDE OF U.S.  HIGHWAY NOS. 70
 FE2437'AND 79, 1.9 MILES SOUTHWEST OF BROWNSVILLE.  THE MAST IS A UNIFORM
 FE2437'CROSS-SECTION STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE
 FE2437'AND WHITE.  THE MAST IS 169 FEET HIGH AND HAS TWO LARGE ROUND
 FE2437'REFLECTORS AT THE TOP.
 FE2437
 FE2437                          STATION RECOVERY (1958)
 FE2437
 FE2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2437'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2437'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1477 ***********************************************************************
 GD1477  DESIGNATION -  BRUCETON MUNICIPAL TANK
 GD1477  PID         -  GD1477
 GD1477  STATE/COUNTY-  TN/CARROLL
 GD1477  USGS QUAD   -  BRUCETON (1987)
 GD1477
 GD1477                         *CURRENT SURVEY CONTROL
 GD1477  ___________________________________________________________________
 GD1477* NAD 83(1995)-  36 02 02.53703(N)    088 14 40.62100(W)     ADJUSTED  
 GD1477* NAVD 88     -                                                        
 GD1477  ___________________________________________________________________
 GD1477  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GD1477  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1477
 GD1477  HORZ ORDER  -  THIRD
 GD1477
 GD1477.The horizontal coordinates were established by classical geodetic methods
 GD1477.and adjusted by the National Geodetic Survey in April 1999..
 GD1477
 GD1477
 GD1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1477
 GD1477.The geoid height was determined by GEOID03.
 GD1477
 GD1477;                    North         East     Units Scale Factor Converg.
 GD1477;SPC TN       -   191,011.746   397,731.008   MT  0.99995447   -1 18 50.7
 GD1477;SPC TN       -   626,677.70  1,304,889.15   sFT  0.99995447   -1 18 50.7
 GD1477;UTM  16      - 3,988,440.279   387,871.118   MT  0.99975492   -0 43 56.1
 GD1477
 GD1477                          SUPERSEDED SURVEY CONTROL
 GD1477
 GD1477  NAD 83(1995)-  36 02 02.53926(N)    088 14 40.62785(W) AD(       ) 4
 GD1477  NAD 83(1995)-  36 02 02.53888(N)    088 14 40.62771(W) AD(       ) 4
 GD1477  NAD 83(1986)-  36 02 02.54679(N)    088 14 40.62124(W) AD(       ) 4
 GD1477  NAD 27      -  36 02 02.32700(N)    088 14 40.45400(W) AD(       ) 3
 GD1477
 GD1477.Superseded values are not recommended for survey control.
 GD1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1477.See file dsdata.txt to determine how the superseded data were derived.
 GD1477
 GD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8787188440(NAD 83)
 GD1477_MARKER: 51 = TANK
 GD1477
 GD1477  HISTORY     - Date     Condition        Report By
 GD1477  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1477  HISTORY     - 1968     GOOD             CGS
 GD1477  HISTORY     - 1971     GOOD             LOCENG
 GD1477
 GD1477                          STATION DESCRIPTION
 GD1477
 GD1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1477'THIS STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS THE
 GD1477'TANK INTERSECTED IN 1934, AS IT IS THE OLDEST AND ONLY TANK THAT
 GD1477'WAS IN EXISTENCE IN BRUCETON AT THAT DATE AND HAS BEEN IN CONSTANT
 GD1477'USE.  HOWEVER, THE TANK HAS LONG SINCE BEEN PAINTED SILVER, THE
 GD1477'EXACT DATE OF THE CHANGE IN COLOR COULD NOT BE DETERMINED.  NO
 GD1477'DESCRIPTION OF THE STATION WAS WRITTEN AT THE TIME IT WAS
 GD1477'INTERSECTED.
 GD1477'
 GD1477'THE STATION IS IN AN AREA BOUNDED BY COLLEGE STREET ON THE NORTH,
 GD1477'HIGHLAND STREET ON THE EAST, CLOVER STREET ON THE SOUTH, AND
 GD1477'LEXINGTON STREET ON THE WEST, AND IS ON CITY OWNED PROPERTY.  IT IS
 GD1477'224 FEET NORTHWEST OF THE CENTER OF A MANHOLE COVER AT THE
 GD1477'INTERSECTION OF CLOVER AND HIGHLAND STREETS, 115 FEET WEST OF THE
 GD1477'APPROXIMATE CENTER OF HIGHLAND STREET, AND 113 FEET NORTH OF THE
 GD1477'NORTHEAST CORNER OF A CONCRETE BLOCK PUMPING STATION.
 GD1477'
 GD1477'IT IS A FOUR-LEGGED, STEEL TRUSS STRUCTURE SUPPORTING THE TANK
 GD1477'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, AND AN
 GD1477'OVERALL HEIGHT OF 155 FEET.  THE POINT INTERSECTED WAS THE BALL
 GD1477'FINIAL AT THE APEX OF THE ROOF.
 GD1477'
 GD1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHEAST
 GD1477'SECTION OF BRUCETON.
 GD1477
 GD1477                          STATION RECOVERY (1971)
 GD1477
 GD1477'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1477'BRUCETON WATER TANK RECOVERED IN GOOD CONDITION.
 GD1477'
 GD1477'DISTANCE AND DIRECTION FROM NEAREST TOWN IN TOWN OF BRUCETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1257 ***********************************************************************
 FE1257  DESIGNATION -  BRUNSWICK AZ MK
 FE1257  PID         -  FE1257
 FE1257  STATE/COUNTY-  TN/SHELBY
 FE1257  USGS QUAD   -  ELLENDALE (1993)
 FE1257
 FE1257                         *CURRENT SURVEY CONTROL
 FE1257  ___________________________________________________________________
 FE1257* NAD 83(1986)-  35 12 39.     (N)    089 46 10.     (W)     SCALED    
 FE1257* NAVD 88     -       121.502  (meters)     398.63   (feet)  ADJUSTED  
 FE1257  ___________________________________________________________________
 FE1257  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1257  DYNAMIC HT  -         121.393 (meters)     398.27  (feet)  COMP
 FE1257  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FE1257
 FE1257  VERT ORDER  -  SECOND    CLASS 0
 FE1257
 FE1257.The horizontal coordinates were scaled from a topographic map and have
 FE1257.an estimated accuracy of +/- 6 seconds.
 FE1257
 FE1257.The orthometric height was determined by differential leveling
 FE1257.and adjusted by the National Geodetic Survey in June 1991..
 FE1257
 FE1257.The geoid height was determined by GEOID03.
 FE1257
 FE1257.The dynamic height is computed by dividing the NAVD 88
 FE1257.geopotential number by the normal gravity value computed on the
 FE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1257.degrees latitude (g = 980.6199 gals.).
 FE1257
 FE1257.The modeled gravity was interpolated from observed gravity values.
 FE1257
 FE1257;                    North         East    Units  Estimated Accuracy
 FE1257;SPC TN       -   103,970.      256,860.      MT  (+/- 180 meters Scaled)
 FE1257
 FE1257                          SUPERSEDED SURVEY CONTROL
 FE1257
 FE1257  NGVD 29 (??/??/??)  121.489  (m)          398.59   (f) ADJUSTED    2 0
 FE1257
 FE1257.Superseded values are not recommended for survey control.
 FE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1257.See file dsdata.txt to determine how the superseded data were derived.
 FE1257
 FE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD479999(NAD 83)
 FE1257_MARKER: DZ = AZIMUTH MARK DISK
 FE1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1257_STAMPING: BRUNSWICK 1958
 FE1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1257+STABILITY: SURFACE MOTION
 FE1257
 FE1257  HISTORY     - Date     Condition        Report By
 FE1257  HISTORY     - 1957     MONUMENTED       CGS
 FE1257  HISTORY     - 1958     GOOD             CGS
 FE1257  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1257
 FE1257                          STATION DESCRIPTION
 FE1257
 FE1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1257'6.2 MI ESE FROM BARTLETT.
 FE1257'1.9 MILES EAST ALONG STAGE ROAD FROM THE L. AND N. RR CROSSING AT
 FE1257'BARTLETT, THENCE 3.8 MILES EAST ALONG STAGE 64, THENCE 0.5 MILE
 FE1257'ALONG BRUNSWICK ROAD TO A PRIVATE DRIVE LEADING EAST, THENCE
 FE1257'ABOUT 0.05 MILE EAST, 25 FT. SOUTH OF THE CENTER OF THE ROAD,
 FE1257'1 FT. NORTH OF A FENCE, 2 FT. EAST OF A WITNESS POST, A
 FE1257'C AND GS AZIMUTH DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE1257'2 INCHES.
 FE1257
 FE1257                          STATION RECOVERY (1992)
 FE1257
 FE1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1257'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2549 ***********************************************************************
 FE2549  DESIGNATION -  BRUNSWICK LOT
 FE2549  PID         -  FE2549
 FE2549  STATE/COUNTY-  TN/SHELBY
 FE2549  USGS QUAD   -  ELLENDALE (1993)
 FE2549
 FE2549                         *CURRENT SURVEY CONTROL
 FE2549  ___________________________________________________________________
 FE2549* NAD 83(1995)-  35 14 25.19560(N)    089 45 42.13486(W)     ADJUSTED  
 FE2549* NAVD 88     -                                                        
 FE2549  ___________________________________________________________________
 FE2549  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE2549  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2549
 FE2549  HORZ ORDER  -  THIRD
 FE2549
 FE2549.The horizontal coordinates were established by classical geodetic methods
 FE2549.and adjusted by the National Geodetic Survey in April 1999..
 FE2549
 FE2549
 FE2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2549
 FE2549.The geoid height was determined by GEOID03.
 FE2549
 FE2549;                    North         East     Units Scale Factor Converg.
 FE2549;SPC TN       -   107,211.320   257,691.702   MT  1.00000172   -2 12 08.1
 FE2549;SPC TN       -   351,742.47    845,443.53   sFT  1.00000172   -2 12 08.1
 FE2549;UTM  16      - 3,903,191.765   248,696.209   MT  1.00037837   -1 35 39.7
 FE2549
 FE2549                          SUPERSEDED SURVEY CONTROL
 FE2549
 FE2549  NAD 83(1995)-  35 14 25.20019(N)    089 45 42.13544(W) AD(       ) 4
 FE2549  NAD 83(1995)-  35 14 25.20110(N)    089 45 42.13563(W) AD(       ) 4
 FE2549  NAD 83(1986)-  35 14 25.20699(N)    089 45 42.13543(W) AD(       ) 4
 FE2549  NAD 27      -  35 14 24.89100(N)    089 45 41.83500(W) AD(       ) 3
 FE2549
 FE2549.Superseded values are not recommended for survey control.
 FE2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2549.See file dsdata.txt to determine how the superseded data were derived.
 FE2549
 FE2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4869603192(NAD 83)
 FE2549_MARKER: 57 = LOOKOUT TOWER
 FE2549
 FE2549  HISTORY     - Date     Condition        Report By
 FE2549  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2549  HISTORY     - 1958     GOOD             CGS
 FE2549
 FE2549                          STATION DESCRIPTION
 FE2549
 FE2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2549'THE STATION IS THE APEX OF THE ROOF LOCATED ON THE TOP OF THE LOOKOUT
 FE2549'TOWER. IT IS ABOUT (AIRLINE) 18 MILES EAST-NORTHEAST OF
 FE2549'MEMPHIS, 6.5 MILES SOUTHWEST OF ARLINGTON, AND 1.5 MILES SOUTHEAST OF
 FE2549'BRUNSWICK. THE STATION IS SUPPORTED BY A 4 LEGGED STEEL
 FE2549'STRUCTURE, PAINTED SILVER, THAT IS ABOUT 89 FEET HIGHER THAN THE
 FE2549'GROUND LEVEL.
 FE2549'
 FE2549'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DR. AND U.S.
 FE2549'HIGHWAY 70 IN ARLINGTON GO SOUTHWEST ON U.S. HIGHWAY 70 FOR 5.6
 FE2549'MILES TO A CROSSROAD (CANADA RD.). TURN LEFT ONTO CANADA RD. AND GO
 FE2549'0.25 MILE TO A CROSSROAD (ARLINGTON RD.). TURN RIGHT ONTO ARLINGTON
 FE2549'RD. AND GO SOUTHERLY FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 FE2549
 FE2549                          STATION RECOVERY (1958)
 FE2549
 FE2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2549'THE STATION WAS RECOVERED AS DESCRIBED. A NEW TOWER IS BEING
 FE2549'CONSTRUCTED 22.2 FEET NORTH-NORTHWEST OF THE CENTER OF THIS TOWER. AT
 FE2549'ITS COMPLETION THIS TOWER WILL BE DESTROYED. THE CONSTRUCTION IS
 FE2549'EXPECTED TO BE COMPLETED BY JANUARY 1959, AND THEREFORE SHOULD BE
 FE2549'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2084 ***********************************************************************
 FE2084  DESIGNATION -  BRUNSWICK RESET
 FE2084  PID         -  FE2084
 FE2084  STATE/COUNTY-  TN/SHELBY
 FE2084  USGS QUAD   -  ELLENDALE (1993)
 FE2084
 FE2084                         *CURRENT SURVEY CONTROL
 FE2084  ___________________________________________________________________
 FE2084* NAD 83(1995)-  35 12 55.68773(N)    089 46 10.43942(W)     ADJUSTED  
 FE2084* NAVD 88     -       120.48   (+/-2cm)     395.3    (feet)  VERTCON   
 FE2084  ___________________________________________________________________
 FE2084  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2084  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2084
 FE2084  HORZ ORDER  -  SECOND
 FE2084  VERT ORDER  -  THIRD (See Below)
 FE2084
 FE2084.The horizontal coordinates were established by classical geodetic methods
 FE2084.and adjusted by the National Geodetic Survey in April 1999..
 FE2084
 FE2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2084.The vertical order pertains to the NGVD 29 superseded value.
 FE2084
 FE2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2084
 FE2084.The geoid height was determined by GEOID03.
 FE2084
 FE2084;                    North         East     Units Scale Factor Converg.
 FE2084;SPC TN       -   104,482.432   256,870.372   MT  1.00000627   -2 12 24.7
 FE2084;SPC TN       -   342,789.45    842,748.88   sFT  1.00000627   -2 12 24.7
 FE2084;UTM  16      - 3,900,453.277   247,903.604   MT  1.00038330   -1 35 52.5
 FE2084
 FE2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2084!SPC TN       -   0.99998539  x   1.00000627  =   0.99999166
 FE2084!UTM  16      -   0.99998539  x   1.00038330  =   1.00036868
 FE2084
 FE2084|---------------------------------------------------------------------|
 FE2084| PID    Reference Object                     Distance      Geod. Az  |
 FE2084|                                                           dddmmss.s |
 FE2084| FE1258 BRUNSWICK RM 1                       28.255 METERS 03942     |
 FE2084| FE2082 BRUNSWICK RM 3                        9.403 METERS 08608     |
 FE2084| FE2083 BRUNSWICK RM 4                        7.260 METERS 17253     |
 FE2084| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 9.7 KM 1793834.6 |
 FE2084| FE1257 BRUNSWICK AZ MK                                    1812458.1 |
 FE2084| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX.14.9 KM 1935113.1 |
 FE2084| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 8.3 KM 2145830.5 |
 FE2084| FE2554 MEMPHIS TV STA WREC MAST            APPROX. 6.9 KM 2362559.7 |
 FE2084| FE2552 MEMPHIS TV STA WHBQ MAST            APPROX. 8.2 KM 2364330.8 |
 FE2084| FE2579 MEMPHIS TV STA WMCT MAST            APPROX.11.8 KM 2441514.6 |
 FE2084| FE2551 ELLENDALE MUNICIPAL TANK            APPROX. 5.4 KM 2623015.3 |
 FE2084| FE1260 BRUNSWICK RM 2                       35.832 METERS 32410     |
 FE2084|---------------------------------------------------------------------|
 FE2084
 FE2084                          SUPERSEDED SURVEY CONTROL
 FE2084
 FE2084  NAD 83(1995)-  35 12 55.69397(N)    089 46 10.44000(W) AD(       ) 2
 FE2084  NAD 83(1986)-  35 12 55.69910(N)    089 46 10.43995(W) AD(       ) 2
 FE2084  NAD 27      -  35 12 55.38180(N)    089 46 10.13840(W) AD(       ) 2
 FE2084  NGVD 29 (??/??/??)  120.47   (m)          395.2    (f) RESET       3  
 FE2084
 FE2084.Superseded values are not recommended for survey control.
 FE2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2084.See file dsdata.txt to determine how the superseded data were derived.
 FE2084
 FE2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4790400453(NAD 83)
 FE2084_MARKER: DB = BENCH MARK DISK
 FE2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2084_STAMPING: BRUNSWICK RESET 1977
 FE2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2084+STABILITY: SURFACE MOTION
 FE2084
 FE2084  HISTORY     - Date     Condition        Report By
 FE2084  HISTORY     - 1977     MONUMENTED       NGS
 FE2084  HISTORY     - 1977     GOOD             NGS
 FE2084  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE2084
 FE2084                          STATION DESCRIPTION
 FE2084
 FE2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FE2084'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FE2084'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DISTURBED BY FARM
 FE2084'EQUIPMENT AND WAS DESTROYED.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 FE2084'WAS OBSTRUCTED BY TREES AND BRUSH, THE DISTANCE TO REFERENCE MARK
 FE2084'1 CHECKED.  REFERENCE MARK 1 WAS IN THE WAY OF CONSTRUCTION OF A
 FE2084'NEW HOUSE AND WAS DESTROYED.  THE STATION MARK WAS IN A GARDEN PLOT
 FE2084'AND WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER.  REFERENCE
 FE2084'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 FE2084'
 FE2084'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN HOLT, 1172
 FE2084'GREENWOOD DR., MEMPHIS, TENN., 210 FEET WEST OF THE CENTERLINE OF
 FE2084'BRUNSWICK ROAD, 24 FEET NORTHWEST OF A METAL WITNESS POST, 31 FEET
 FE2084'SOUTHWEST OF A METAL WITNESS POST, 118 FEET NORTHWEST OF THE
 FE2084'NORTHWEST CORNER OF A FRAME HOUSE AND IN A GARDEN PLOT.  THE
 FE2084'MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED BRUNSWICK
 FE2084'1958 1977.
 FE2084'
 FE2084'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRUNSWICK, GO SOUTH
 FE2084'ON BRUNSWICK ROAD FOR 1.5 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 FE2084'70.  CONTINUE SOUTH ON BRUNSWICK ROAD FOR 2.2 MILES TO THE STATION
 FE2084'ON THE RIGHT.  CONTINUE SOUTH ON BRUNSWICK ROAD FOR 0.3 MILE TO A
 FE2084'GRAVELED DRIVEWAY RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY
 FE2084'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2084'
 FE2084'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE2084'BRUNSWICK 1958 NO 3 1977, WITH MAGNETS, 1 FOOT NORTH OF A METAL
 FE2084'WITNESS POST, IN A GRASSY AREA BETWEEN 2 GARDENS AND 184 FEET WEST
 FE2084'OF THE CENTERLINE OF BRUNSWICK ROAD.  THE MONUMENT IS FLUSH WITH
 FE2084'THE GROUND.
 FE2084'
 FE2084'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE2084'BRUNSWICK 1958 NO 4 1977, WITH MAGNETS, 1 FOOT SOUTHWEST OF A METAL
 FE2084'WITNESS POST, 3 FEET NORTHEAST OF A 4 INCH CEDAR TREE, AT THE EAST
 FE2084'EDGE OF A GARDEN, ABOUT 200 FEET WEST OF THE CENTERLINE OF
 FE2084'BRUNSWICK ROAD AND PROJECTS 2 INCHES.
 FE2084'
 FE2084'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 FE2084'1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 100 FEET SOUTHWEST OF
 FE2084'THE SOUTHWEST CORNER OF A HOUSE.  THE MONUMENT PROJECTS 2 INCHES
 FE2084'AND THE DISK IS STAMPED BRUNSWICK 1958.
 FE2084'
 FE2084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FE2084'SOUTH OF BRUNSWICK.
 FE2084'
 FE2084'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE2084
 FE2084                          STATION RECOVERY (1977)
 FE2084
 FE2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE2084'2.5 MI S FROM BARTLETT.
 FE2084'2.5 MILES SOUTH ALONG BRUNSWICK ROAD FROM THE RAILROAD DEPOT AT
 FE2084'BRUNSWICK TO THE INTERSECTION OF US HIGHWAY 70, THENCE 5 MILES ON
 FE2084'BRUNSWICK ROAD, 2.2 MILES TO MARK ON THE RIGHT ON PROPERTY OF MR. JOHN
 FE2084'HOLT, 1172 GREENWOOD DR. MEMPHIS TN, 210 FEET WEST OF CENTERLINE OF
 FE2084'BRUNSWICK ROAD, 31 FEET SOUTHWEST OF METAL WITNESS POST, 118 FEET
 FE2084'NORTHWEST OF NORTHWEST CORNER OF A FRAME HOUSE, IN A GARDEN PLOT. A
 FE2084'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES. 24 FEET
 FE2084'WEST OF A WITNESS POST.
 FE2084
 FE2084                          STATION RECOVERY (1992)
 FE2084
 FE2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2084'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2082 ***********************************************************************
 FE2082  DESIGNATION -  BRUNSWICK RM 3
 FE2082  PID         -  FE2082
 FE2082  STATE/COUNTY-  TN/SHELBY
 FE2082  USGS QUAD   -  ELLENDALE (1993)
 FE2082
 FE2082                         *CURRENT SURVEY CONTROL
 FE2082  ___________________________________________________________________
 FE2082* NAD 83(1986)-  35 12 55.     (N)    089 46 10.     (W)     SCALED    
 FE2082* NAVD 88     -       121.11   (+/-2cm)     397.3    (feet)  VERTCON   
 FE2082  ___________________________________________________________________
 FE2082  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2082
 FE2082  VERT ORDER  -  THIRD (See Below)
 FE2082
 FE2082.The horizontal coordinates were scaled from a topographic map and have
 FE2082.an estimated accuracy of +/- 6 seconds.
 FE2082
 FE2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2082.The vertical order pertains to the NGVD 29 superseded value.
 FE2082
 FE2082.The geoid height was determined by GEOID03.
 FE2082
 FE2082;                    North         East    Units  Estimated Accuracy
 FE2082;SPC TN       -   104,460.      256,880.      MT  (+/- 180 meters Scaled)
 FE2082
 FE2082                          SUPERSEDED SURVEY CONTROL
 FE2082
 FE2082  NGVD 29 (??/??/??)  121.09   (m)          397.3    (f) RESET       3  
 FE2082
 FE2082.Superseded values are not recommended for survey control.
 FE2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2082.See file dsdata.txt to determine how the superseded data were derived.
 FE2082
 FE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE479004(NAD 83)
 FE2082_MARKER: DR = REFERENCE MARK DISK
 FE2082_SETTING: 0 = UNSPECIFIED SETTING
 FE2082_STAMPING: BRUNSWICK NO 3 1977
 FE2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2082
 FE2082  HISTORY     - Date     Condition        Report By
 FE2082  HISTORY     - 1977     MONUMENTED       NGS
 FE2082  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE2082
 FE2082                          STATION DESCRIPTION
 FE2082
 FE2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2082'1.5 MI S FROM BARTLETT.
 FE2082'1.5 MILES SOUTH ALONG BRUNSWICK ROAD FROM THE RAILROAD DEPOT AT
 FE2082'BRUNSWICK TO INTERSECTION OF US HIGHWAY 70, CONTINUE ON BRUNSWICK ROAD
 FE2082'FOR 2.2 MILES TO MARK ON RIGHT, IN GRASSY AREA BETWEEN TOOGARDENS,
 FE2082'184 FEET WEST OF CENTERLINE OF BRUNSWICK ROAD, A STANDARD PRE CAST
 FE2082'ALUMINUM REFERENCE MARK MONUMENT WITH MAGNETS, FLUSH WITH THE GROUND.
 FE2082'1 FEET NORTH OF A WITNESS POST.
 FE2082
 FE2082                          STATION RECOVERY (1992)
 FE2082
 FE2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2082'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2083 ***********************************************************************
 FE2083  DESIGNATION -  BRUNSWICK RM 4
 FE2083  PID         -  FE2083
 FE2083  STATE/COUNTY-  TN/SHELBY
 FE2083  USGS QUAD   -  ELLENDALE (1993)
 FE2083
 FE2083                         *CURRENT SURVEY CONTROL
 FE2083  ___________________________________________________________________
 FE2083* NAD 83(1986)-  35 12 55.     (N)    089 46 10.     (W)     SCALED    
 FE2083* NAVD 88     -       121.03   (+/-2cm)     397.1    (feet)  VERTCON   
 FE2083  ___________________________________________________________________
 FE2083  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2083
 FE2083  VERT ORDER  -  THIRD (See Below)
 FE2083
 FE2083.The horizontal coordinates were scaled from a topographic map and have
 FE2083.an estimated accuracy of +/- 6 seconds.
 FE2083
 FE2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2083.The vertical order pertains to the NGVD 29 superseded value.
 FE2083
 FE2083.The geoid height was determined by GEOID03.
 FE2083
 FE2083;                    North         East    Units  Estimated Accuracy
 FE2083;SPC TN       -   104,460.      256,880.      MT  (+/- 180 meters Scaled)
 FE2083
 FE2083                          SUPERSEDED SURVEY CONTROL
 FE2083
 FE2083  NGVD 29 (??/??/??)  121.01   (m)          397.0    (f) RESET       3  
 FE2083
 FE2083.Superseded values are not recommended for survey control.
 FE2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2083.See file dsdata.txt to determine how the superseded data were derived.
 FE2083
 FE2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE479004(NAD 83)
 FE2083_MARKER: DR = REFERENCE MARK DISK
 FE2083_SETTING: 0 = UNSPECIFIED SETTING
 FE2083_STAMPING: BRUNSWICK NO 4 1977
 FE2083_MARK LOGO: NGS   
 FE2083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FE2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2083+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE2083
 FE2083  HISTORY     - Date     Condition        Report By
 FE2083  HISTORY     - 1977     MONUMENTED       NGS
 FE2083  HISTORY     - 19920115 GOOD             NGS
 FE2083  HISTORY     - 19970422 MARK NOT FOUND   TN1620
 FE2083
 FE2083                          STATION DESCRIPTION
 FE2083
 FE2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2083'1.5 MI S FROM BARTLETT.
 FE2083'1.5 MILES SOUTH ALONG BRUNSWICK ROAD FROM THE RAILROAD DEPOT AT
 FE2083'BRUNSWICK TO INTERSECTION OF US HIGHWAY 70, CONTINUE SOUTH ON
 FE2083'BRUNSWICK ROAD FROM 2.2 MILES TO MARK ON RIGHT, 3 FEET NORTHEAST OF
 FE2083'A 4 INCH CEDAR TREE, AT THE EAST EDGE OF A GARDEN, ABOUT 200 FEET
 FE2083'WEST OF CENTERLINE OF BRUNSWICK ROAD, A STANDARD PRE CAST ALUMINUM
 FE2083'MONUMENT, REFERENCE MARK, WITH MAGNETS PROJECTING 2 INCHES, 1 FEET
 FE2083'SOUTHWEST OF A WITNESS POST.
 FE2083
 FE2083                          STATION RECOVERY (1992)
 FE2083
 FE2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2083'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 64 (STAGE ROAD) FROM THE
 FE2083'JUNCTION OF U.S. HIGHWAY 70 (SUMMER AVENUE) IN BARTLETT, THENCE 1.7
 FE2083'KM (1.05 MI) NORTHERLY ALONG BRUNSWICK ROAD, 61.0 M (200.1 FT) WEST
 FE2083'OF THE CENTERLINE OF THE ROAD, 53.0 M (173.9 FT) SOUTH OF THE
 FE2083'SOUTHWEST CORNER OF THE CONCRETE BASE OF A WATER TANK, 52.0 M
 FE2083'(170.6 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A WATER TANK, 1.0 M
 FE2083'(3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTHWEST OF A
 FE2083'WITNESS POST AND THE MONUMENTS PROJECTS 0.03 M (0.10 FT) ABOVE THE
 FE2083'GROUND SURFACE. NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE MARK
 FE2083'IS A STANDARD PRE-CAST ALUMINUM REFERENCE MONUMENT ,REFERENCE MARK,
 FE2083'WITH MAGNETS.
 FE2083
 FE2083                          STATION RECOVERY (1997)
 FE2083
 FE2083'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FE2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2567 ***********************************************************************
 GB2567  DESIGNATION -  BRUSHY RESET
 GB2567  PID         -  GB2567
 GB2567  STATE/COUNTY-  TN/MORGAN
 GB2567  USGS QUAD   -  PETROS (1979)
 GB2567
 GB2567                         *CURRENT SURVEY CONTROL
 GB2567  ___________________________________________________________________
 GB2567* NAD 83(1995)-  36 04 36.92496(N)    084 24 37.92381(W)     ADJUSTED  
 GB2567* NAVD 88     -       982.9    (meters)    3225.     (feet)  VERTCON   
 GB2567  ___________________________________________________________________
 GB2567  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GB2567  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2567
 GB2567  HORZ ORDER  -  FIRST
 GB2567
 GB2567.The horizontal coordinates were established by classical geodetic methods
 GB2567.and adjusted by the National Geodetic Survey in April 1999..
 GB2567
 GB2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2567
 GB2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2567
 GB2567.The geoid height was determined by GEOID03.
 GB2567
 GB2567;                    North         East     Units Scale Factor Converg.
 GB2567;SPC TN       -   194,613.032   743,160.374   MT  0.99995735   +0 55 49.9
 GB2567;SPC TN       -   638,492.92  2,438,185.33   sFT  0.99995735   +0 55 49.9
 GB2567;UTM  16      - 3,995,584.598   733,180.056   MT  1.00027001   +1 31 32.0
 GB2567
 GB2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2567!SPC TN       -   0.99985043  x   0.99995735  =   0.99980778
 GB2567!UTM  16      -   0.99985043  x   1.00027001  =   1.00012040
 GB2567
 GB2567|---------------------------------------------------------------------|
 GB2567| PID    Reference Object                     Distance      Geod. Az  |
 GB2567|                                                           dddmmss.s |
 GB2567| DB8851 BRUSHY RM 1                           8.516 METERS 07636     |
 GB2567| DB8852 BRUSHY RM 2                           5.694 METERS 21647     |
 GB2567| GB2574 UT                                  APPROX. 4.5 KM 2305352.5 |
 GB2567|---------------------------------------------------------------------|
 GB2567
 GB2567                          SUPERSEDED SURVEY CONTROL
 GB2567
 GB2567  NAD 83(1995)-  36 04 36.93189(N)    084 24 37.92421(W) AD(       ) 1
 GB2567  NAD 83(1995)-  36 04 36.93255(N)    084 24 37.92479(W) AD(       ) 1
 GB2567  NAD 83(1986)-  36 04 36.93803(N)    084 24 37.92222(W) AD(       ) 1
 GB2567  NAD 27      -  36 04 36.66134(N)    084 24 38.17226(W) AD(       ) 1
 GB2567  NGVD 29 (07/19/86)  983.0    (m)         3225.     (f) VERT ANG       
 GB2567
 GB2567.Superseded values are not recommended for survey control.
 GB2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2567.See file dsdata.txt to determine how the superseded data were derived.
 GB2567
 GB2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3318095585(NAD 83)
 GB2567_MARKER: X = CHISELED CROSS
 GB2567_SETTING: 80 = SET IN A BOULDER
 GB2567_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2567
 GB2567  HISTORY     - Date     Condition        Report By
 GB2567  HISTORY     - 1965     MONUMENTED       CGS
 GB2567  HISTORY     - 1934     SEE DESCRIPTION  USGS
 GB2567  HISTORY     - 1965     GOOD             CGS
 GB2567
 GB2567                          STATION DESCRIPTION
 GB2567
 GB2567'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GB2567'ABOUT 15 MILES WEST-SOUTHWEST OF CLINTON, ABOUT 14-1/2 MILES
 GB2567'SOUTHWEST OF
 GB2567'BRICEVILLE, ABOUT 4 MILES IN DIRECT LINE N.  61 DEG W.
 GB2567'FROM OLIVER SPRINGS AND S.  55
 GB2567'DEG E.  OF STATE PRISON AT PETROS, ON
 GB2567'WHAT IS LOCALLY CALLED SIGNAL POINT OF THE BOB
 GB2567'WILLIAMS MOUNTAIN.  TO
 GB2567'REACH FROM PETROS, TURN ONTO OLD WAGON ROAD 300 YARDS SOUTH OF
 GB2567'SOUTHERN RAILWAY STATION AND FOLLOW IT UP TO NORTHWEST POINT OF
 GB2567'MOUNTAIN, FOLLOW TRAIL
 GB2567'AROUND SOUTHWEST SIDE OF MOUNTAIN 3/4 MILE TO
 GB2567'POINT WHERE PILE OF FLAT ROCKS LIES TO
 GB2567'LEFT OF TRAIL AND TWO TREES
 GB2567'ARE BLAZED ON SOUTH SIDE, FOLLOW PATH TO TOP OF RIDGE,
 GB2567'TURN RIGHT
 GB2567'(EAST), AND GO ALONG TOP OF RIDGE 3/4 MILE TO STATION SITE.  STATION
 GB2567'WAS ORIGINALLY
 GB2567'MARKED BY EAST-WEST AND NORTH-SOUTH LINES SURROUNDED
 GB2567'BY LETTERS U.S.C.S.  CUT IN
 GB2567'SQUARE CEMENT CAP SET IN AND CEMENTED TO
 GB2567'DRILL HOLE 2 INCHES DEEP IN LARGE ROCK IN
 GB2567'SITU.  RE-MARKED IN 1934
 GB2567'WITH STANDARD U.  S.  GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED
 GB2567'BRUSHY 1934 SET IN ROCK WITH LETTERS U.S.  G.S.  CUT IN ONE CORNER OF
 GB2567'TOP OF ROCK.  FOUR
 GB2567'ORIGINAL REFERENCE MARKS ARE CROSSES CUT ON ROCKS
 GB2567'IN SITU AT FOLLOWING SLOPE DISTANCES
 GB2567'AND TRUE BEARINGS FROM STATION-
 GB2567'37.99 FEET, N.  34 DEG 43 MIN E., 27.72 FEET, N.  76
 GB2567'DEG 17 MIN E.,
 GB2567'18.61 FEET, S.  36 DEG 51 MIN W., AND 7.60 FEET, N.  17 DEG 44 MIN W.
 GB2567
 GB2567                          STATION RECOVERY (1965)
 GB2567
 GB2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GB2567'THE DRILL HOLE FOR THE STATION AND THE CROSSES USED FOR REFERENCE
 GB2567'MARKS WERE RECOVERED.
 GB2567'THE STATION MARK DISK, SET BY THE U.S.G.S.  IN 1934, HAD
 GB2567'BEEN REMOVED.  A NEW STATION
 GB2567'MARK DISK WAS SET IN THE DRILL HOLE AND
 GB2567'REFERENCE MARKS NO. 1 AND NO. 2 WERE ESTABLISHED.
 GB2567'
 GB2567'A NEW AND COMPLETE DESCRIPTION FOLLOWS,
 GB2567'
 GB2567'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF PETROS AND
 GB2567'ABOUT 2 MILES NORTHEAST OF
 GB2567'THE SMALL COMMUNITY OF STEPHENS.
 GB2567'
 GB2567'TO REACH THE STATION FROM THE POST OFFICE IN PETROS, GO EAST ON AN
 GB2567'OILED ROAD FOR 0.3
 GB2567'MILE, TURN RIGHT, SOUTH AND GO 0.05 MILE TO A POINT JUST
 GB2567'AFTER CROSSING A SMALL WOODEN
 GB2567'BRIDGE.  HERE TURN LEFT, EASTERLY ON AN
 GB2567'OILED ROAD, WHICH BECOMES GRAVELED, AND GO 0.45
 GB2567'MILE TO A DRIVE ON
 GB2567'THE RIGHT.  KEEP LEFT AND CONTINUE EASTERLY AND SOUTHEASTERLY ON A
 GB2567'WINDING ROAD
 GB2567'UPHILL FOR 3.5 MILES TO WHERE THE MAIN ROAD BEARS LEFT
 GB2567'AND A WOODS ROAD ON THE RIGHT.
 GB2567'TURN RIGHT AND FOLLOW THE WINDING
 GB2567'WOODS ROAD SOUTH AND WEST FOR 1.35 MILES (KEEPING
 GB2567'LEFT) TO A STRIP
 GB2567'MINE.  TURN LEFT ON STRIP MINE AND GO WEST AND NORTH FOR 0.65 MILE
 GB2567'AND ETT.  FROM
 GB2567'THIS POINT, PACK UP STEEP SLOPE EAST AND NORTH FOR
 GB2567'ABOUT 30 MINUTES, PASSING OVER
 GB2567'TWO ROCKY LEDGES TO THE TOP OF THE
 GB2567'HILL AND THE STATION.
 GB2567'
 GB2567'THE STATION IS 35 FEET NORTHWEST OF A TWIN-TRUNKED OAK TREE WITH A
 GB2567'NOTCH CUT IN THE NORTH
 GB2567'SIDE.  THE MARK IS A STANDARD U.S.C.  AND G.S.
 GB2567'TRIANGULATION STATION DISK
 GB2567'CEMENTED FLUSH IN A DRILL HOLE IN
 GB2567'OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB2567'BRUSHY 1885 1965.
 GB2567'
 GB2567'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF A TWIN-TRUNKED TREE.  IT IS
 GB2567'A STANDARD U.S.C.  AND G.S.
 GB2567'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE
 GB2567'IN OUTCROPPING BEDROCK AND THE DISK
 GB2567'IS STAMPED BRUSHY NO 1 1885 1965.
 GB2567'
 GB2567'REFERENCE MARK NO. 2 IS 40 FEET WEST OF A TWIN-TRUNKED TREE.  IT IS A
 GB2567'STANDARD U.S.C.  AND G.S.
 GB2567'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE
 GB2567'IN OUTCROPPING BEDROCK AND THE DISK
 GB2567'IS STAMPED BRUSHY NO 2 1885 1965.
 GB2567'
 GB2567'TENNESSEE DEPARTMENT OF HIGHWAYS TRAVERSE STATIONS RELAY AND/OR UT
 GB2567'MAY SERVE AS AZIMUTH
 GB2567'MARKS, SEE DESCRIPTIONS THEREOF.
 GB2567'
 GB2567'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2567'
 GB2567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2439 ***********************************************************************
 GC2439  DESIGNATION -  BRYAN
 GC2439  PID         -  GC2439
 GC2439  STATE/COUNTY-  TN/ROBERTSON
 GC2439  USGS QUAD   -  ALLENSVILLE (1950)
 GC2439
 GC2439                         *CURRENT SURVEY CONTROL
 GC2439  ___________________________________________________________________
 GC2439* NAD 83(1995)-  36 38 32.76852(N)    087 06 26.48977(W)     ADJUSTED  
 GC2439* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 GC2439  ___________________________________________________________________
 GC2439  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2439  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2439
 GC2439  HORZ ORDER  -  THIRD
 GC2439
 GC2439.The horizontal coordinates were established by classical geodetic methods
 GC2439.and adjusted by the National Geodetic Survey in April 1999..
 GC2439
 GC2439.The orthometric height was scaled from a topographic map.
 GC2439
 GC2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2439
 GC2439.The geoid height was determined by GEOID03.
 GC2439
 GC2439;                    North         East     Units Scale Factor Converg.
 GC2439;SPC TN       -   256,762.828   500,969.943   MT  1.00004784   -0 38 53.8
 GC2439;SPC TN       -   842,396.04  1,643,598.89   sFT  1.00004784   -0 38 53.8
 GC2439;UTM  16      - 4,055,213.162   490,403.139   MT  0.99960113   -0 03 50.7
 GC2439
 GC2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2439!SPC TN       -   0.99997703  x   1.00004784  =   1.00002487
 GC2439!UTM  16      -   0.99997703  x   0.99960113  =   0.99957817
 GC2439
 GC2439|---------------------------------------------------------------------|
 GC2439| PID    Reference Object                     Distance      Geod. Az  |
 GC2439|                                                           dddmmss.s |
 GC2439| GC2440 BOUNDARY MON 26 KY TN                 5.889 METERS 04725     |
 GC2439| CG4908 BRYAN RM 1                           41.931 METERS 08604     |
 GC2439| CG4907 BRYAN AZ MK                                        1812145.7 |
 GC2439| CG4909 BRYAN RM 2                           66.462 METERS 27216     |
 GC2439| GC2447 GUTHRIE TIE PLANT SMOKESTACK        APPROX. 4.7 KM 2780350.1 |
 GC2439|---------------------------------------------------------------------|
 GC2439
 GC2439                          SUPERSEDED SURVEY CONTROL
 GC2439
 GC2439  NAD 83(1995)-  36 38 32.76861(N)    087 06 26.49086(W) AD(       ) 3
 GC2439  NAD 83(1995)-  36 38 32.77644(N)    087 06 26.49032(W) AD(       ) 3
 GC2439  NAD 83(1986)-  36 38 32.77765(N)    087 06 26.49319(W) AD(       ) 3
 GC2439  NAD 27      -  36 38 32.62000(N)    087 06 26.49100(W) AD(       ) 3
 GC2439
 GC2439.Superseded values are not recommended for survey control.
 GC2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2439.See file dsdata.txt to determine how the superseded data were derived.
 GC2439
 GC2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9040355213(NAD 83)
 GC2439_MARKER: DS = TRIANGULATION STATION DISK
 GC2439_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2439
 GC2439  HISTORY     - Date     Condition        Report By
 GC2439  HISTORY     - 1934     MONUMENTED       CGS
 GC2439
 GC2439                          STATION DESCRIPTION
 GC2439
 GC2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2439'ABOUT 3 MILES EAST OF GUTHRIE, NEAR KENTUCKY-TENNESSEE STATE LINE, ON
 GC2439'PROPERTY OF HOGAN BRYAN, 30 FEET SOUTH OF CENTER OF GRAVEL ROAD,
 GC2439'19.32 FEET SOUTHWEST OF STATE-LINE MARKER, AND 11 FEET SOUTH OF FENCE
 GC2439'LINE. TO REACH FROM RAILROAD CROSSING AT DEPOT IN GUTHRIE, GO
 GC2439'SOUTHEAST 2.55 MILES ON ROUTE 41E, TURN LEFT AT JOGGED CROSSROADS AND
 GC2439'KEEP TO MAIN STRAIGHT ROAD 1.6 MILES, TURN LEFT AT T-ROAD
 GC2439'JUNCTION WITH SIGN FAIRGROUNDS, AND PROCEED 100 YARDS TO STATION.
 GC2439'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GC2439'CONCRETE.  UPPER MARK IS 10 INCHES BELOW THE SURFACE
 GC2439'OF GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2439'IN CONCRETE.  NO. 1 IS ABOUT 18 INCHES SOUTH OF WIRE
 GC2439'FENCE AND 137.57 FEET FROM STATION, N 86 DEG 04 MIN E.  NO. 2
 GC2439'IS ABOUT 2 FEET SOUTH OF WIRE FENCE AND 218.05 FEET FROM STATION
 GC2439'N 87 DEG 44 MIN W.  AZIMUTH MARK IS ON EAST SIDE OF ROAD, 3
 GC2439'FEET NORTH OF GATE ENTRANCE TO FIELD OWNED BY A.F. TILLEY, 2
 GC2439'FEET WEST OF FENCE LINE, AND 0.5 MILE FROM STATION, S 01 DEG 21 MIN
 GC2439'43 SEC W.  BEARINGS FROM STATION TO KENTUCKY-TENNESSEE BOUNDARY
 GC2439'MONUMENT NO. 26, DISTANT 19.32 FEET, IS N 47 DEG 25 MIN E AND TO
 GC2439'GUTHRIE, TIE PLANT, SMOKESTACK, DISTANT 3 MILES, IS N 81 DEG 56 MIN
 GC2439'13 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2538 ***********************************************************************
 GB2538  DESIGNATION -  BUCK
 GB2538  PID         -  GB2538
 GB2538  STATE/COUNTY-  TN/ANDERSON
 GB2538  USGS QUAD   -  NORRIS (1990)
 GB2538
 GB2538                         *CURRENT SURVEY CONTROL
 GB2538  ___________________________________________________________________
 GB2538* NAD 83(1995)-  36 09 06.02113(N)    084 06 46.29297(W)     ADJUSTED  
 GB2538* NAVD 88     -       337.3    (meters)    1107.     (feet)  VERTCON   
 GB2538  ___________________________________________________________________
 GB2538  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 GB2538  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2538
 GB2538  HORZ ORDER  -  SECOND
 GB2538
 GB2538.The horizontal coordinates were established by classical geodetic methods
 GB2538.and adjusted by the National Geodetic Survey in April 1999..
 GB2538
 GB2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2538
 GB2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2538
 GB2538.The geoid height was determined by GEOID03.
 GB2538
 GB2538;                    North         East     Units Scale Factor Converg.
 GB2538;SPC TN       -   203,381.594   769,808.481   MT  0.99996372   +1 06 17.3
 GB2538;SPC TN       -   667,261.11  2,525,613.32   sFT  0.99996372   +1 06 17.3
 GB2538;UTM  16      - 4,004,633.916   759,745.660   MT  1.00043138   +1 42 14.9
 GB2538
 GB2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2538!SPC TN       -   0.99995185  x   0.99996372  =   0.99991557
 GB2538!UTM  16      -   0.99995185  x   1.00043138  =   1.00038321
 GB2538
 GB2538|---------------------------------------------------------------------|
 GB2538| PID    Reference Object                     Distance      Geod. Az  |
 GB2538|                                                           dddmmss.s |
 GB2538| DB8867 BUCK RM 1                             6.534 METERS 13957     |
 GB2538| DB8866 BUCK AZ MK                                         1482026.4 |
 GB2538| DB8868 BUCK RM 2                             7.111 METERS 31658     |
 GB2538|---------------------------------------------------------------------|
 GB2538
 GB2538                          SUPERSEDED SURVEY CONTROL
 GB2538
 GB2538  NAD 83(1995)-  36 09 06.02518(N)    084 06 46.29602(W) AD(       ) 2
 GB2538  NAD 83(1995)-  36 09 06.02563(N)    084 06 46.29536(W) AD(       ) 2
 GB2538  NAD 83(1986)-  36 09 06.03279(N)    084 06 46.29164(W) AD(       ) 2
 GB2538  NAD 27      -  36 09 05.75008(N)    084 06 46.58656(W) AD(       ) 2
 GB2538  NGVD 29 (07/19/86)  337.4    (m)         1107.     (f) VERT ANG       
 GB2538
 GB2538.Superseded values are not recommended for survey control.
 GB2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2538.See file dsdata.txt to determine how the superseded data were derived.
 GB2538
 GB2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5974604634(NAD 83)
 GB2538_MARKER: DD = SURVEY DISK
 GB2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2538
 GB2538  HISTORY     - Date     Condition        Report By
 GB2538  HISTORY     - 1964     MONUMENTED       TNHD
 GB2538
 GB2538                          STATION DESCRIPTION
 GB2538
 GB2538'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2538'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CLINTON.
 GB2538'
 GB2538'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE
 GB2538'SOUTH ON U.  S.  HIGHWAY
 GB2538'25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB2538'AND GO 3.1 MILES NORTHEAST ON
 GB2538'STATE ROUTE 61 TO A PAVED ROAD ON THE
 GB2538'LEFT, TURN LEFT AND GO 0.5 MILE TO A FORK*, TAKE
 GB2538'THE RIGHT FORK AND
 GB2538'GO 0.25 MILE TO A GRAVELED DRIVE ON THE LEFT, TURN LEFT AND GO 0.1
 GB2538'MILE TO THE END
 GB2538'OF THE DRIVE.  CONTINUE FOR ABOUT 80 YARDS ACROSS IN
 GB2538'FRONT OF 2-STORY WHITE FRAME HOUSE
 GB2538'BELONGING TO JOHN BUCK TO A TRACK
 GB2538'ROAD ON THE RIGHT, JUST BEFORE REACHING A GAP IN A
 GB2538'BARB WIRE FENCE,
 GB2538'TURN RIGHT AND GO 0.2 MILE TO TWO WIRE FENCE GAPS, CONTINUE THROUGH
 GB2538'THE GAP THEN TURN
 GB2538'LEFT AND GO 0.1 MILE TO ANOTHER GAP, CONTINUE
 GB2538'THROUGH THE GAP AND GO 0.1 MILE WEST
 GB2538'ACROSS A CLEARED FIELD TO THE
 GB2538'CREST OF A HILL AND THE STATION.
 GB2538'
 GB2538'THE STATION MARK IS 12 FEET SOUTHEAST OF A 13-INCH OAK TREE, 4.7 FEET
 GB2538'NORTH OF A WITNESS POST AND
 GB2538'3 FEET NORTHEAST OF A BARB WIRE FENCE.  THE
 GB2538'SURFACE AND UNDERGROUND MARKS ARE
 GB2538'STANDARD TENNESSEE HIGHWAY
 GB2538'DEPARTMENT DISKS AND THE DISKS ARE STAMPED BUCK
 GB2538'1964.  THE
 GB2538'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB2538'SURFACE DISK IS
 GB2538'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2538'
 GB2538'REFERENCE MARK NO. 1 IS 6 FEET NORTH OF A FENCE POST AND 3 FEET
 GB2538'NORTHEAST OF A BARB WIRE
 GB2538'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2538'SET IN A 10 -INCH SQUARE,
 GB2538'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2538'STAMPED BUCK RM-1 1964.
 GB2538'
 GB2538'REFERENCE MARK NO. 2 IS 11 FEET NORTHWEST OF A 13-INCH OAK TREE, 3
 GB2538'FEET EAST OF A FENCE POST
 GB2538'AND 2 FEET NORTHEAST OF A BARB WIRE FENCE.  IT IS A
 GB2538'STANDARD TENNESSEE HIGHWAY
 GB2538'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2538'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2538'STAMPED BUCK RM-2 1964.
 GB2538'
 GB2538'THE AZIMUTH MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2538'GRAVELED ROAD AND 2.1
 GB2538'FEET WEST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GB2538'HIGHWAY DEPARTMENT DISK SET IN
 GB2538'A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2538'MONUMENT AND THE DISK IS STAMPED BUCK AZI 1964.
 GB2538'
 GB2538'TO REACH THE AZIMUTH MARK*, TAKE THE LEFT FORK AND GO 0.1 MILE TO THE
 GB2538'AZIMUTH MARK.
 GB2538'
 GB2538'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2538'
 GB2538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2607 ***********************************************************************
 GC2607  DESIGNATION -  BUCK
 GC2607  PID         -  GC2607
 GC2607  STATE/COUNTY-  TN/HUMPHREYS
 GC2607  USGS QUAD   -  WAVERLY (1987)
 GC2607
 GC2607                         *CURRENT SURVEY CONTROL
 GC2607  ___________________________________________________________________
 GC2607* NAD 83(1995)-  36 00 51.94421(N)    087 46 41.62593(W)     ADJUSTED  
 GC2607* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GC2607  ___________________________________________________________________
 GC2607  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2607  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC2607
 GC2607  HORZ ORDER  -  SECOND
 GC2607
 GC2607.The horizontal coordinates were established by classical geodetic methods
 GC2607.and adjusted by the National Geodetic Survey in April 1999..
 GC2607
 GC2607.The orthometric height was scaled from a topographic map.
 GC2607
 GC2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2607
 GC2607.The geoid height was determined by GEOID03.
 GC2607
 GC2607;                    North         East     Units Scale Factor Converg.
 GC2607;SPC TN       -   187,972.607   439,713.789   MT  0.99995334   -1 02 27.8
 GC2607;SPC TN       -   616,706.79  1,442,627.66   sFT  0.99995334   -1 02 27.8
 GC2607;UTM  16      - 3,985,828.883   429,872.140   MT  0.99966060   -0 27 27.4
 GC2607
 GC2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2607!SPC TN       -   0.99997217  x   0.99995334  =   0.99992551
 GC2607!UTM  16      -   0.99997217  x   0.99966060  =   0.99963278
 GC2607
 GC2607|---------------------------------------------------------------------|
 GC2607| PID    Reference Object                     Distance      Geod. Az  |
 GC2607|                                                           dddmmss.s |
 GC2607| CG4914 BUCK RM 1                            43.882 METERS 00930     |
 GC2607| GC2593 TENNESSEE VALLEY FARMERS SILO       APPROX.11.7 KM 0951231.7 |
 GC2607| CG4915 BUCK RM 2                            20.047 METERS 11721     |
 GC2607| CG4913 BUCK AZ MK                                         1680226.0 |
 GC2607|---------------------------------------------------------------------|
 GC2607
 GC2607                          SUPERSEDED SURVEY CONTROL
 GC2607
 GC2607  NAD 83(1995)-  36 00 51.94639(N)    087 46 41.63036(W) AD(       ) 2
 GC2607  NAD 83(1995)-  36 00 51.94638(N)    087 46 41.63058(W) AD(       ) 2
 GC2607  NAD 83(1986)-  36 00 51.95420(N)    087 46 41.62744(W) AD(       ) 2
 GC2607  NAD 27      -  36 00 51.73100(N)    087 46 41.53900(W) AD(       ) 2
 GC2607
 GC2607.Superseded values are not recommended for survey control.
 GC2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2607.See file dsdata.txt to determine how the superseded data were derived.
 GC2607
 GC2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2987285829(NAD 83)
 GC2607_MARKER: DS = TRIANGULATION STATION DISK
 GC2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2607
 GC2607  HISTORY     - Date     Condition        Report By
 GC2607  HISTORY     - 1934     MONUMENTED       CGS
 GC2607  HISTORY     - 1952     GOOD             CGS
 GC2607  HISTORY     - 1972     GOOD             LOCENG
 GC2607  HISTORY     - 1988     GOOD             USPSQD
 GC2607
 GC2607                          STATION DESCRIPTION
 GC2607
 GC2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2607'ABOUT 10-1/2 MILES SOUTHWEST OF MCEWEN, 5-1/2 MILES BY ROAD SOUTH OF
 GC2607'COURTHOUSE IN WAVERLY, 9 YARDS WEST OF CENTER LINE OF ROUTE 13, 13
 GC2607'YARDS SOUTH-SOUTHWEST OF 16-INCH OAK WITH TRIANGULAR BLAZE ON EAST
 GC2607'SIDE, AND 7 YARDS NORTH-NORTHEAST OF 12-INCH OAK.  TO REACH FROM
 GC2607'WAVERLY, FOLLOW ROUTE 13 SOUTH AS GIVEN ABOVE.  SURFACE AND
 GC2607'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2607'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2607'DISKS IN CONCRETE.  NO. 1 IS 7 YARDS EAST OF CENTER
 GC2607'LINE OF ROAD AND 143.97 FEET FROM STATION.
 GC2607'NO. 2 IS 10 YARDS NORTH-NORTHWEST OF 10-INCH OAK, 7 YARDS EAST OF
 GC2607'CENTER LINE OF ROAD, AND 65.77 FEET FROM STATION.
 GC2607'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 GC2607'175.74 FEET.  AZIMUTH MARK IS ABOUT 40 YARDS BEYOND POINT OF
 GC2607'CURVATURE OF FIRST CURVE IN ROAD AFTER PASSING STATION, 10 YARDS
 GC2607'SOUTHEAST OF CENTER LINE OF ROAD, 5 YARDS SOUTHWEST OF 12-INCH OAK,
 GC2607'AND 0.25 MILE FROM STATION.
 GC2607
 GC2607                          STATION RECOVERY (1952)
 GC2607
 GC2607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2607'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2607'GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE
 GC2607'MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.  A
 GC2607'COMPLETE NEW DISCRIPTION FOLLOWS.
 GC2607'
 GC2607'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF WAVERLY ON HIGHWAY
 GC2607'RIGHT-OF-WAY.  IT IS 29 FEET WEST OF THE CENTER OF A PAVED ROAD,
 GC2607'21 FEET EAST OF A 12 INCH OAK TREE AND 4 FEET NORTHEAST OF A WHITE
 GC2607'WITNESS POST.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 GC2607'STAMPED BUCK 1934.
 GC2607'
 GC2607'REFERENCE MARK NO. 1 IS 143.97 FEET NORTH OF THE STATION, 110 FEET
 GC2607'SOUTH OF THE EAST END OF A CULVERT AND 22 FEET EAST OF THE CENTER
 GC2607'OF THE PAVED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GC2607'STAMPED BUCK NO 1 1934.
 GC2607'
 GC2607'REFERENCE MARK NO. 2 IS 65.77 FEET SOUTHEAST OF THE STATION, 23 FEET
 GC2607'EAST OF THE CENTER OF THE PAVED ROAD AND 17 FEET SOUTHWEST OF A 10
 GC2607'INCH OAK TREE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GC2607'BUCK NO 2 1934.
 GC2607'
 GC2607'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 27 FEET EAST
 GC2607'OF THE CENTER OF THE PAVED ROAD, 14 FEET SOUTHWEST OF AN 18 INCH
 GC2607'OAK TREE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GC2607'12 INCHES AND THE DISK IS STAMPED BUCK AZI 1934.
 GC2607'
 GC2607'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 GC2607'STATE HIGHWAY 13 FOR 4.85 MILES TO A PAVED SIDE ROAD RIGHT, TURN
 GC2607'RIGHT AND GO SOUTHWEST FOR 0.4 MILE TO THE STATION ON THE RIGHT,
 GC2607'CONTINUE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC2607'
 GC2607'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 GC2607
 GC2607                          STATION RECOVERY (1972)
 GC2607
 GC2607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2607'BUCK STATION MARK RECOVERED IN GOOD CONDITION.
 GC2607'
 GC2607'BUCK 1934 FOUND STAMPED ON THE POINT.
 GC2607'
 GC2607'DESCRIPTION AS IN BULLETIN-STEEL POST AND SURVEY MARKER SIGN SET AT
 GC2607'MON.
 GC2607'REF. MK. NO. 1 RECOVERED IN GOOD CONDITION.
 GC2607'REF. MK. NO. 2 RECOVERED IN GOOD CONDITION.
 GC2607'AZ. MK. RECOVERED IN GOOD CONDITION-NEW REF. 20.15 S. TO 6 INCH
 GC2607'RED OAK.  3.65 FEET N. E. TO 3 INCH W. O.  11.40 S. E. TO 3 INCH
 GC2607'HICKORY, STEEL POST AND SURVEY MARKER SIGN SET AT MON.
 GC2607'
 GC2607'DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MI. SOUTH OF WAVERLY.
 GC2607
 GC2607                          STATION RECOVERY (1988)
 GC2607
 GC2607'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2143 ***********************************************************************
 FZ2143  DESIGNATION -  BUCK RIDGE LOOKOUT TOWER
 FZ2143  PID         -  FZ2143
 FZ2143  STATE/COUNTY-  TN/JOHNSON
 FZ2143  USGS QUAD   -  ELK MILLS (1994)
 FZ2143
 FZ2143                         *CURRENT SURVEY CONTROL
 FZ2143  ___________________________________________________________________
 FZ2143* NAD 83(1995)-  36 15 42.76500(N)    081 57 04.45824(W)     ADJUSTED  
 FZ2143* NAVD 88     -                                                        
 FZ2143  ___________________________________________________________________
 FZ2143  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 FZ2143  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ2143
 FZ2143  HORZ ORDER  -  THIRD
 FZ2143
 FZ2143.The horizontal coordinates were established by classical geodetic methods
 FZ2143.and adjusted by the National Geodetic Survey in April 1999..
 FZ2143
 FZ2143
 FZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2143
 FZ2143.The geoid height was determined by GEOID03.
 FZ2143
 FZ2143;                    North         East     Units Scale Factor Converg.
 FZ2143;SPC TN       -   221,497.569   963,728.101   MT  0.99997621   +2 22 13.1
 FZ2143;SPC TN       -   726,696.61  3,161,831.28   sFT  0.99997621   +2 22 13.1
 FZ2143;SPC NC       -   282,601.054   344,420.875   MT  1.00002796   -1 42 12.1
 FZ2143;SPC NC       -   927,166.96  1,129,987.49   sFT  1.00002796   -1 42 12.1
 FZ2143;UTM  17      - 4,013,414.890   414,550.301   MT  0.99968996   -0 33 45.6
 FZ2143
 FZ2143                          SUPERSEDED SURVEY CONTROL
 FZ2143
 FZ2143  NAD 83(1995)-  36 15 42.77215(N)    081 57 04.46275(W) AD(       ) 4
 FZ2143  NAD 83(1995)-  36 15 42.77330(N)    081 57 04.46967(W) AD(       ) 4
 FZ2143  NAD 83(1986)-  36 15 42.77443(N)    081 57 04.46958(W) AD(       ) 4
 FZ2143  NAD 27      -  36 15 42.32696(N)    081 57 05.05654(W) AD(       ) 3
 FZ2143
 FZ2143.Superseded values are not recommended for survey control.
 FZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2143.See file dsdata.txt to determine how the superseded data were derived.
 FZ2143
 FZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1455013415(NAD 83)
 FZ2143_MARKER: 57 = LOOKOUT TOWER
 FZ2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2143
 FZ2143  HISTORY     - Date     Condition        Report By
 FZ2143  HISTORY     - 1976     FIRST OBSERVED   NCGS
 FZ2143
 FZ2143                          STATION DESCRIPTION
 FZ2143
 FZ2143'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JWC)
 FZ2143'BUCK RIDGE LOOKOUT TOWER IS A N.C. GEODETIC SURVEY INTERSECTION
 FZ2143'STATION LOCATED IN THE CHEROKEE NATIONAL FOREST 2.0 MILES NORTHWEST
 FZ2143'OF WHALEY, NORTH CAROLINA, APPROXIMATELY 2.4 MILES SOUTHEAST OF
 FZ2143'BUNTONTOWN, TENNESSEE AND 7.3 MILES NORTH OF ELK PARK, NORTH CAROLINA.
 FZ2143'
 FZ2143'THE STATION IS THE CENTER OF THE TOP OF THE ROOF OF THE NATIONAL
 FZ2143'FOREST LOOKOUT TOWER ON BUCK RIDGE, WHICH IS A PART OF LITTLE STONE
 FZ2143'MOUNTAIN.  THE TOWER APPEARS AS A SMALL WHITE HOUSE ON A SHORT TOWER
 FZ2143'FROM A DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2939 ***********************************************************************
 FZ2939  DESIGNATION -  BUEL LEWIS RESET
 FZ2939  PID         -  FZ2939
 FZ2939  STATE/COUNTY-  TN/JOHNSON
 FZ2939  USGS QUAD   -  BALDWIN GAP (1959)
 FZ2939
 FZ2939                         *CURRENT SURVEY CONTROL
 FZ2939  ___________________________________________________________________
 FZ2939* NAD 83(1995)-  36 26 42.19363(N)    081 43 13.96243(W)     ADJUSTED  
 FZ2939* NAVD 88     -      1326.2    (meters)    4351.     (feet)  GPS OBS   
 FZ2939  ___________________________________________________________________
 FZ2939  X           -     739,858.624 (meters)                     COMP
 FZ2939  Y           -  -5,084,308.928 (meters)                     COMP
 FZ2939  Z           -   3,768,800.931 (meters)                     COMP
 FZ2939  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 FZ2939  ELLIP HEIGHT-        1295.25  (meters)          (03/13/03) GPS OBS
 FZ2939  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FZ2939
 FZ2939  HORZ ORDER  -  FIRST
 FZ2939  ELLP ORDER  -  FOURTH    CLASS II
 FZ2939
 FZ2939.The horizontal coordinates were established by GPS observations
 FZ2939.and adjusted by the National Geodetic Survey in March 2003..
 FZ2939
 FZ2939.The orthometric height was determined by GPS observations and a
 FZ2939.high-resolution geoid model.
 FZ2939
 FZ2939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2939
 FZ2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2939
 FZ2939.The ellipsoidal height was determined by GPS observations
 FZ2939.and is referenced to NAD 83.
 FZ2939
 FZ2939.The geoid height was determined by GEOID03.
 FZ2939
 FZ2939;                    North         East     Units Scale Factor Converg.
 FZ2939;SPC TN       -   242,685.796   983,551.508   MT  1.00000516   +2 30 19.3
 FZ2939;SPC TN       -   796,211.65  3,226,868.57   sFT  1.00000516   +2 30 19.3
 FZ2939;SPC NC       -   302,328.502   365,701.169   MT  1.00008960   -1 34 12.8
 FZ2939;SPC NC       -   991,889.43  1,199,804.59   sFT  1.00008960   -1 34 12.8
 FZ2939;UTM  17      - 4,033,554.479   435,425.324   MT  0.99965137   -0 25 41.0
 FZ2939
 FZ2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2939!SPC TN       -   0.99979676  x   1.00000516  =   0.99980192
 FZ2939!SPC NC       -   0.99979676  x   1.00008960  =   0.99988634
 FZ2939!UTM  17      -   0.99979676  x   0.99965137  =   0.99944820
 FZ2939
 FZ2939                          SUPERSEDED SURVEY CONTROL
 FZ2939
 FZ2939  NAD 83(1995)-  36 26 42.19419(N)    081 43 13.96174(W) AD(       ) 1
 FZ2939  ELLIP H (04/12/99) 1295.23   (m)                       GP(       ) 4 1
 FZ2939  NAD 83(1995)-  36 26 42.19839(N)    081 43 13.96563(W) AD(       ) 1
 FZ2939  NAD 83(1986)-  36 26 42.20490(N)    081 43 13.96508(W) AD(       ) 2
 FZ2939  NAD 83(1986)-  36 26 42.20490(N)    081 43 13.96508(W) AD(       ) 1
 FZ2939  NAD 83(1986)-  36 26 42.20716(N)    081 43 13.98407(W) AD(       ) 2
 FZ2939  NGVD 29 (09/17/93) 1326.2    (m)         4351.     (f) GPS OBS        
 FZ2939
 FZ2939.Superseded values are not recommended for survey control.
 FZ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2939.See file dsdata.txt to determine how the superseded data were derived.
 FZ2939
 FZ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3542533554(NAD 83)
 FZ2939_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2939_SETTING: 80 = SET IN A BOULDER
 FZ2939_SP_SET: IN DRILL HOLE IN A BOULDER
 FZ2939_STAMPING: BUEL LEWIS RESET 1991
 FZ2939_MARK LOGO: NCGS  
 FZ2939_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2939+STABILITY: SURFACE MOTION
 FZ2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2939+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1994
 FZ2939
 FZ2939  HISTORY     - Date     Condition        Report By
 FZ2939  HISTORY     - 1991     MONUMENTED       NCGS
 FZ2939  HISTORY     - 19910708 SEE DESCRIPTION  NCGS
 FZ2939  HISTORY     - 19940602 GOOD             NCGS
 FZ2939
 FZ2939                          STATION DESCRIPTION
 FZ2939
 FZ2939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2939'RECOVERED AS DESCRIBED.
 FZ2939
 FZ2939                          STATION RECOVERY (1994)
 FZ2939
 FZ2939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FZ2939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1630 ***********************************************************************
 FD1630  DESIGNATION -  BUFFALO
 FD1630  PID         -  FD1630
 FD1630  STATE/COUNTY-  TN/HUMPHREYS
 FD1630  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1630
 FD1630                         *CURRENT SURVEY CONTROL
 FD1630  ___________________________________________________________________
 FD1630* NAD 83(1995)-  35 53 07.11262(N)    087 46 30.70184(W)     ADJUSTED  
 FD1630* NAVD 88     -       225.4    (meters)     739.     (feet)  VERTCON   
 FD1630  ___________________________________________________________________
 FD1630  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FD1630  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1630
 FD1630  HORZ ORDER  -  SECOND
 FD1630
 FD1630.The horizontal coordinates were established by classical geodetic methods
 FD1630.and adjusted by the National Geodetic Survey in April 1999..
 FD1630
 FD1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1630
 FD1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1630
 FD1630.The geoid height was determined by GEOID03.
 FD1630
 FD1630;                    North         East     Units Scale Factor Converg.
 FD1630;SPC TN       -   173,643.811   439,727.436   MT  0.99994880   -1 02 21.4
 FD1630;SPC TN       -   569,696.40  1,442,672.43   sFT  0.99994880   -1 02 21.4
 FD1630;UTM  16      - 3,971,505.129   430,031.825   MT  0.99966032   -0 27 15.9
 FD1630
 FD1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1630!SPC TN       -   0.99996909  x   0.99994880  =   0.99991789
 FD1630!UTM  16      -   0.99996909  x   0.99966032  =   0.99962942
 FD1630
 FD1630|---------------------------------------------------------------------|
 FD1630| PID    Reference Object                     Distance      Geod. Az  |
 FD1630|                                                           dddmmss.s |
 FD1630| CG4920 BUFFALO RM 1                         36.021 METERS 03312     |
 FD1630| CG4921 BUFFALO RM 2                         33.248 METERS 13321     |
 FD1630| FD1137 BUFFALO AZ MK                                      1970125.6 |
 FD1630| FD1134 COW                                 APPROX. 2.5 KM 2530023.4 |
 FD1630|---------------------------------------------------------------------|
 FD1630
 FD1630                          SUPERSEDED SURVEY CONTROL
 FD1630
 FD1630  NAD 83(1995)-  35 53 07.11423(N)    087 46 30.70562(W) AD(       ) 2
 FD1630  NAD 83(1986)-  35 53 07.12288(N)    087 46 30.70279(W) AD(       ) 2
 FD1630  NAD 27      -  35 53 06.89400(N)    087 46 30.61800(W) AD(       ) 2
 FD1630  NGVD 29 (07/19/86)  225.4    (m)          739.     (f) VERT ANG       
 FD1630
 FD1630.Superseded values are not recommended for survey control.
 FD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1630.See file dsdata.txt to determine how the superseded data were derived.
 FD1630
 FD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3003271505(NAD 83)
 FD1630_MARKER: DS = TRIANGULATION STATION DISK
 FD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1630
 FD1630  HISTORY     - Date     Condition        Report By
 FD1630  HISTORY     - 1934     MONUMENTED       CGS
 FD1630  HISTORY     - 1959     GOOD             CGS
 FD1630  HISTORY     - 1967     GOOD             CGS
 FD1630  HISTORY     - 1973     GOOD             TVA
 FD1630
 FD1630                          STATION DESCRIPTION
 FD1630
 FD1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1630'ABOUT 1.75 MILES EAST OF BUFFALO POST OFFICE, ABOUT 0.25 MILE NORTH
 FD1630'OF BUFFALO-ONLY
 FD1630'ROAD, ON TOP OF FLAT WOODED KNOLL, ABOUT 50 YARDS
 FD1630'SOUTH OF DIM ROAD, AND 15.6 FEET
 FD1630'NORTH-NORTHEAST OF 8-INCH
 FD1630'TRIANGLE-BLAZED OAK TREE.  TO REACH FROM BUFFALO
 FD1630'POST OFFICE, GO EAST
 FD1630'2.0 MILES ON GRAVEL ROAD TO DIM CROSSROADS AND TRIANGLE-BLAZED TREE
 FD1630'ON LEFT AT TOP
 FD1630'OF GRADE, FOLLOW DIM ROAD TO LEFT 0.25 MILE TO BLAZED
 FD1630'TREE ON LEFT, AND THENCE UP
 FD1630'SLIGHT HILL TO LEFT TO TOP OF GRADE AND
 FD1630'STATION.  SURFACE AND UNDERGROUND MARKS ARE
 FD1630'STANDARD STATION DISKS IN
 FD1630'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1630'STANDARD
 FD1630'REFERENCE DISKS IN CONCRETE.  NO 1 IS ON DOWN SLOPE, 20
 FD1630'YARDS SOUTH OF DIM
 FD1630'ROAD, AND 118.19 FEET FROM STATION.
 FD1630'NO 2 IS ON DOWN SLOPE
 FD1630'AND 109.07 FEET FROM STATION IN
 FD1630'AZIMUTH MARK IS ABOUT 15
 FD1630'FEET NORTHWEST OF
 FD1630'CENTER LINE OF ROAD FROM BUFFALO TO STATION, 26 FEET SOUTHEAST OF
 FD1630'10-INCH OAK WITH
 FD1630'TRIANGULAR BLAZE, AND 0.25 MILE FROM STATION
 FD1630'S 17 DEG 01 MIN W.
 FD1630'AIRWAY BEACON NO 58 (SEE DESCRIPTION
 FD1630'THEREOF) IS 7.2 MILES FROM STATION S 22 DEG 14 MIN E.
 FD1630
 FD1630                          STATION RECOVERY (1959)
 FD1630
 FD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1630'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1630'THE AZIMUTH MARK WAS
 FD1630'NOT OBSERVED BECAUSE OF HEAVY GROWTH OF TIMBER AND
 FD1630'NO SUITABLE LOCATION FOR A NEW
 FD1630'AZIMUTH MARK.  A NEW DESCRIPTION
 FD1630'FOLLOWS.
 FD1630'
 FD1630'THE STATION IS LOCATED ON A FLAT WOODED KNOLL, ABOUT 13.5 MILES SOUTH
 FD1630'OF WAVERLY AND ABOUT
 FD1630'1.8 MILES EAST OF THE VILLAGE OF BUFFALO.
 FD1630'
 FD1630'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1630'STATE HIGHWAY NO 13 FOR
 FD1630'15.15 MILES TO A GRAVELED SIDE ROAD ON THE LEFT JUST BEFORE
 FD1630'REACHING AN ESSO SERVICE
 FD1630'STATION ON THE LEFT, TURN LEFT AND GO EAST
 FD1630'ON THE GRAVELED ROAD FOR 1.4 MILES TO THE
 FD1630'AZIMUTH MARK ON THE LEFT AS
 FD1630'DESCRIBED, CONTINUE EAST FOR 0.25 MILE TO A DIM TRACK ROAD
 FD1630'ON THE LEFT
 FD1630'JUST BEYOND THE CREST OF THE RIDGE, TURN SHARP LEFT AND GO
 FD1630'NORTHWEST ON THE TRACK
 FD1630'ROAD FOR 0.25 MILE TO THE STATION AS
 FD1630'DESCRIBED.
 FD1630'
 FD1630'STATION MARK IS LOCATED IN A SMALL CLEARING ABOUT 150 FEET SOUTH OF
 FD1630'THE DIM TRACK ROAD AND 2
 FD1630'FEET EAST OF A WITNESS SIGN.  THE MARK PROJECTS 8
 FD1630'INCHES ABOVE THE SURFACE OF THE
 FD1630'GROUND AND IS STAMPED BUFFALO 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 1 IS 30 FEET SOUTH OF THE TRACK ROAD.  THE MARK
 FD1630'PROJECTS 8 INCHES ABOVE
 FD1630'THE SURFACE OF THE GROUND AND IS STAMPED BUFFALO NO 1 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 2 IS 55 FEET SOUTHWEST OF THE DIM TRACK ROAD.  THE
 FD1630'MARK PROJECTS 6 INCHES
 FD1630'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FD1630'BUFFALO NO 2 1934.
 FD1630'
 FD1630'AZIMUTH MARK IS 128 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 26
 FD1630'FEET SOUTH EAST OF A
 FD1630'BLAZED OAK TREE AND 15 FEET NORTHWEST OF THE CENTER
 FD1630'OF AN OLD TRACK ROAD.  THE MARK
 FD1630'PROJECTS 8 INCHES ABOVE THE SURFACE
 FD1630'OF THE GROUND AND IS STAMPED BUFFALO 1934.
 FD1630'
 FD1630'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FD1630
 FD1630                          STATION RECOVERY (1967)
 FD1630
 FD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1630'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959
 FD1630'RECOVERY NOTE.
 FD1630'DUE TO CHANGES IN ROADS, THE ORIGINAL 1959 TO-REACH
 FD1630'IS NO LONGER COMPLETELY ADEQUATE.
 FD1630'
 FD1630'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1630'
 FD1630'THE STATION IS LOCATED ON A RATHER FLAT TOPPED, HEAVILY WOODED KNOLL,
 FD1630'ABOUT 13.5 MILES
 FD1630'SOUTH OF WAVERLY, 10 MILES NORTH OF LOBELVILLE, AND
 FD1630'ABOUT 1.4 MILES WEST OF THE BUFFALO
 FD1630'INTERCHANGE ON INTERSTATE ROUTE
 FD1630'40.
 FD1630'
 FD1630'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1630'MILES NORTH OF
 FD1630'LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE ROUTE
 FD1630'13 FOR 0.15 MILE TO A GRAVELED
 FD1630'ROAD ON THE RIGHT, TURN RIGHT AND GO
 FD1630'EASTERLY ON THIS GRAVELED ROAD FOR 1.3 MILES TO
 FD1630'THE AZIMUTH MARK ON
 FD1630'THE LEFT AS DESCRIBED.  CONTINUE EASTERLY ON THE GRAVELED ROAD FOR
 FD1630'0.2 MILE TO A
 FD1630'VERY DIM TRACK ROAD SHARP LEFT, TURN SHARP LEFT ON THIS
 FD1630'DIM TRACK ROAD AND GO NORTHWEST
 FD1630'AND NORTHERLY FOR ABOUT 0.5 MILE TO
 FD1630'THE SUMMIT OF THE KNOLL AND THE STATION SITE.
 FD1630'THIS IS A FOUR WHEEL
 FD1630'DRIVE.  IN WET WEATHER IT WILL BE NECESSARY TO PACK TO THE
 FD1630'STATION, ABOUT 10 MINUTES.
 FD1630'
 FD1630'STATION IS LOCATED IN A SMALL CLEARING ABOUT 150 FEET SOUTH OF THE
 FD1630'APPROXIMATE CENTER
 FD1630'OF THE DIM TRACK ROAD, 30 FEET NORTH OF AN 18-INCH
 FD1630'OAK TREE AND 1.9 FEET EAST OF A METAL
 FD1630'WITNESS POST AND SIGN.  IT IS A
 FD1630'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1630'CONCRETE MONUMENT
 FD1630'THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED BUFFALO 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 1 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FD1630'TRACK ROAD.  IT IS
 FD1630'A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1630'ROUND, CONCRETE MONUMENT THAT
 FD1630'PROJECTS 7 INCHES AND THE DISK IS
 FD1630'STAMPED BUFFALO NO 1 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 2 IS 55 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1630'THE TRACK ROAD.
 FD1630'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1630'ROUND, CONCRETE MONUMENT THAT
 FD1630'PROJECTS 5 INCHES AND THE DISK IS
 FD1630'STAMPED BUFFALO NO 2 1934.
 FD1630'
 FD1630'DUE TO HEAVY UNDERGROWTH ON TOP OF THE KNOLL, NO EFFORT WAS MADE TO
 FD1630'MEASURE BETWEEN
 FD1630'THE REFERENCE MARKS.
 FD1630'
 FD1630'THE AZIMUTH MARK IS 52 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FD1630'GRAVELED ROAD, 25
 FD1630'FEET WEST OF A 16-INCH, TRIANGLE BLAZED OAK TREE,
 FD1630'1.6 FEET SOUTH OF A METAL WITNESS
 FD1630'POST AND SIGN, AND ON THE NORTH
 FD1630'SLOPE OF A CUT ABOUT 5 FEET ABOVE THE LEVEL OF THE
 FD1630'ROAD.  IT IS A
 FD1630'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1630'THAT PROJECTS
 FD1630'ABOUT 5 INCHES AND THE DISK IS STAMPED BUFFALO 1934.
 FD1630'THE AZIMUTH MARK IS
 FD1630'NOT VISIBLE FROM THE STATION DUE TO
 FD1630'THE HEAVY WOODS ON LINE.
 FD1630'
 FD1630'THIS WAS NOT AN OCCUPIED STATION.
 FD1630
 FD1630                          STATION RECOVERY (1973)
 FD1630
 FD1630'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1630'BUFFALO RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1630'
 FD1630'ADD TO DESCRIPTION
 FD1630'STATION IS 1.4 MI. EAST ALONG ASPHALT AND GRAVEL
 FD1630'ROAD FROM HIGHWAY 13 AND (NEW BUFFALO).  ABOUT 0.2 MI NORTH OF I-40
 FD1630'INTERSTATE HIGHWAY.
 FD1630'
 FD1630'BUFFALO AZI. RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1630'
 FD1630'ADD TO DESCRIPTION.
 FD1630'STATION IS 1.4 MI. EAST ALONG ASPHALT AND GRAVEL
 FD1630'ROAD FROM HIGHWAY 13, AND ABOUT 150.0 FT NORTH OF I-40 ABOUT 52.0
 FD1630'FT NORTH OF CENTERLINE GRAVEL ROAD, AND ABOUT 5.0 FT ABOVE ROAD.
 FD1630'26.0 FT S 35 W. FROM 16 INCH POST OAK.  125.0 FT WEST OF POWERLINE.
 FD1630'
 FD1630'USC AND GS POST AND SIGN.
 FD1630'
 FD1630'BUFFALO RM 1 RECOVERED IN GOOD CONDITION.  GOOD AS DESCRIBED IN
 FD1630'BULLINGTON.
 FD1630'
 FD1630'BUFFALO, RM 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1630'
 FD1630'DISTANCE AND DIRECTION FROM NEAREST TOWN--13.5 MI. SOUTH OF
 FD1630'WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1137 ***********************************************************************
 FD1137  DESIGNATION -  BUFFALO AZ MK
 FD1137  PID         -  FD1137
 FD1137  STATE/COUNTY-  TN/HUMPHREYS
 FD1137  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1137
 FD1137                         *CURRENT SURVEY CONTROL
 FD1137  ___________________________________________________________________
 FD1137* NAD 83(1986)-  35 52 57.     (N)    087 46 35.     (W)     SCALED    
 FD1137* NAVD 88     -       183.052  (meters)     600.56   (feet)  ADJUSTED  
 FD1137  ___________________________________________________________________
 FD1137  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1137  DYNAMIC HT  -         182.895 (meters)     600.05  (feet)  COMP
 FD1137  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 FD1137
 FD1137  VERT ORDER  -  SECOND    CLASS 0
 FD1137
 FD1137.The horizontal coordinates were scaled from a topographic map and have
 FD1137.an estimated accuracy of +/- 6 seconds.
 FD1137
 FD1137.The orthometric height was determined by differential leveling
 FD1137.and adjusted by the National Geodetic Survey in June 1991..
 FD1137
 FD1137.The geoid height was determined by GEOID03.
 FD1137
 FD1137.The dynamic height is computed by dividing the NAVD 88
 FD1137.geopotential number by the normal gravity value computed on the
 FD1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1137.degrees latitude (g = 980.6199 gals.).
 FD1137
 FD1137.The modeled gravity was interpolated from observed gravity values.
 FD1137
 FD1137;                    North         East    Units  Estimated Accuracy
 FD1137;SPC TN       -   173,330.      439,610.      MT  (+/- 180 meters Scaled)
 FD1137
 FD1137                          SUPERSEDED SURVEY CONTROL
 FD1137
 FD1137  NGVD 29 (??/??/92)  183.086  (m)          600.67   (f) ADJ UNCH    2 0
 FD1137
 FD1137.Superseded values are not recommended for survey control.
 FD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1137.See file dsdata.txt to determine how the superseded data were derived.
 FD1137
 FD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE299711(NAD 83)
 FD1137_MARKER: DZ = AZIMUTH MARK DISK
 FD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1137_STAMPING: BUFFALO 1934
 FD1137_MARK LOGO: CGS   
 FD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1137+STABILITY: SURFACE MOTION
 FD1137
 FD1137  HISTORY     - Date     Condition        Report By
 FD1137  HISTORY     - 1934     MONUMENTED       CGS
 FD1137  HISTORY     - 1967     GOOD             NGS
 FD1137
 FD1137                          STATION DESCRIPTION
 FD1137
 FD1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1137'1.8 MI E FROM BUFFALO.
 FD1137'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1137'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE
 FD1137'ROUTE 13 FOR ABOUT 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.
 FD1137'HERE TURN RIGHT AND GO EAST FOR 1.3 MILES TO THE MARK ON THE
 FD1137'LEFT AS DESCRIBED.  IT IS 52 FEET NORTH OF THE APPROXIMATE
 FD1137'CENTER OF THE GRAVELED ROAD, 25 FEET WEST OF A 16-INCH, TRIANGLE
 FD1137'BLAZED OAK TREE, 1.6 FEET SOUTH OF A METAL WITNESS POST AND
 FD1137'SIGN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 FD1137'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1137'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 FD1137'BUFFALO 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3381 ***********************************************************************
 GA3381  DESIGNATION -  BUFFALO HIGH POINT FIRE LOT
 GA3381  PID         -  GA3381
 GA3381  STATE/COUNTY-  TN/UNICOI
 GA3381  USGS QUAD   -  UNICOI (1978)
 GA3381
 GA3381                         *CURRENT SURVEY CONTROL
 GA3381  ___________________________________________________________________
 GA3381* NAD 83(1995)-  36 13 02.08358(N)    082 22 14.03465(W)     ADJUSTED  
 GA3381* NAVD 88     -                                                        
 GA3381  ___________________________________________________________________
 GA3381  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GA3381  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA3381
 GA3381  HORZ ORDER  -  THIRD
 GA3381
 GA3381.The horizontal coordinates were established by classical geodetic methods
 GA3381.and adjusted by the National Geodetic Survey in April 1999..
 GA3381
 GA3381
 GA3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3381
 GA3381.The geoid height was determined by GEOID03.
 GA3381
 GA3381;                    North         East     Units Scale Factor Converg.
 GA3381;SPC TN       -   215,070.619   926,258.986   MT  0.99997070   +2 07 29.3
 GA3381;SPC TN       -   705,610.86  3,038,901.36   sFT  0.99997070   +2 07 29.3
 GA3381;UTM  17      - 4,008,915.240   376,810.324   MT  0.99978698   -0 48 35.6
 GA3381
 GA3381                          SUPERSEDED SURVEY CONTROL
 GA3381
 GA3381  NAD 83(1995)-  36 13 02.08642(N)    082 22 14.03687(W) AD(       ) 4
 GA3381  NAD 83(1995)-  36 13 02.08521(N)    082 22 14.03976(W) AD(       ) 4
 GA3381  NAD 83(1995)-  36 13 02.07743(N)    082 22 14.04420(W) AD(       ) 4
 GA3381  NAD 83(1986)-  36 13 02.08395(N)    082 22 14.05193(W) AD(       ) 4
 GA3381  NAD 27      -  36 13 01.67300(N)    082 22 14.55700(W) AD(       ) 3
 GA3381
 GA3381.Superseded values are not recommended for survey control.
 GA3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3381.See file dsdata.txt to determine how the superseded data were derived.
 GA3381
 GA3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7681008915(NAD 83)
 GA3381_MARKER: 57 = LOOKOUT TOWER
 GA3381_MARK LOGO: NCGS  
 GA3381_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3381
 GA3381  HISTORY     - Date     Condition        Report By
 GA3381  HISTORY     - 1934     FIRST OBSERVED   NCGS
 GA3381  HISTORY     - 19820101 GOOD             NCGS
 GA3381
 GA3381                          STATION DESCRIPTION
 GA3381
 GA3381'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1761 ***********************************************************************
 GB1761  DESIGNATION -  BUFFALO VALLEY
 GB1761  PID         -  GB1761
 GB1761  STATE/COUNTY-  TN/PUTNAM
 GB1761  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1761
 GB1761                         *CURRENT SURVEY CONTROL
 GB1761  ___________________________________________________________________
 GB1761* NAD 83(1995)-  36 08 14.04666(N)    085 47 07.02867(W)     ADJUSTED  
 GB1761* NAVD 88     -       228.752  (meters)     750.50   (feet)  ADJUSTED  
 GB1761  ___________________________________________________________________
 GB1761  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GB1761  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1761  DYNAMIC HT  -         228.554 (meters)     749.85  (feet)  COMP
 GB1761  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1761
 GB1761  HORZ ORDER  -  SECOND
 GB1761  VERT ORDER  -  SECOND    CLASS 0
 GB1761
 GB1761.The horizontal coordinates were established by classical geodetic methods
 GB1761.and adjusted by the National Geodetic Survey in April 1999..
 GB1761
 GB1761.The orthometric height was determined by differential leveling
 GB1761.and adjusted by the National Geodetic Survey in June 1991..
 GB1761
 GB1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1761
 GB1761.The geoid height was determined by GEOID03.
 GB1761
 GB1761.The dynamic height is computed by dividing the NAVD 88
 GB1761.geopotential number by the normal gravity value computed on the
 GB1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1761.degrees latitude (g = 980.6199 gals.).
 GB1761
 GB1761.The modeled gravity was interpolated from observed gravity values.
 GB1761
 GB1761;                    North         East     Units Scale Factor Converg.
 GB1761;SPC TN       -   200,163.641   619,325.089   MT  0.99996236   +0 07 32.5
 GB1761;SPC TN       -   656,703.55  2,031,902.40   sFT  0.99996236   +0 07 32.5
 GB1761;UTM  16      - 3,999,853.288   609,291.828   MT  0.99974718   +0 42 59.1
 GB1761
 GB1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1761!SPC TN       -   0.99996874  x   0.99996236  =   0.99993110
 GB1761!UTM  16      -   0.99996874  x   0.99974718  =   0.99971593
 GB1761
 GB1761|---------------------------------------------------------------------|
 GB1761| PID    Reference Object                     Distance      Geod. Az  |
 GB1761|                                                           dddmmss.s |
 GB1761| GB1760 BUFFALO VALLEY RM 1                   8.170 METERS 16756     |
 GB1761| GB1759 BUFFALO VALLEY AZ MK                               2781621.8 |
 GB1761| GB1762 BUFFALO VALLEY RM 2                   9.209 METERS 35734     |
 GB1761|---------------------------------------------------------------------|
 GB1761
 GB1761                          SUPERSEDED SURVEY CONTROL
 GB1761
 GB1761  NAD 83(1995)-  36 08 14.04880(N)    085 47 07.03295(W) AD(       ) 2
 GB1761  NAD 83(1995)-  36 08 14.04865(N)    085 47 07.03264(W) AD(       ) 2
 GB1761  NAD 83(1986)-  36 08 14.05893(N)    085 47 07.02823(W) AD(       ) 2
 GB1761  NAD 27      -  36 08 13.84270(N)    085 47 07.07260(W) AD(       ) 2
 GB1761  NGVD 29 (??/??/92)  228.822  (m)          750.73   (f) ADJ UNCH    2 0
 GB1761
 GB1761.Superseded values are not recommended for survey control.
 GB1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1761.See file dsdata.txt to determine how the superseded data were derived.
 GB1761
 GB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0929299853(NAD 83)
 GB1761_MARKER: DE = TRAVERSE STATION DISK
 GB1761_SETTING: 66 = SET IN ROCK OUTCROP
 GB1761_SP_SET: BEDROCK
 GB1761_STAMPING: BUFFALO VALLEY 1960
 GB1761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1761+STABILITY: POSITION/ELEVATION WELL
 GB1761
 GB1761  HISTORY     - Date     Condition        Report By
 GB1761  HISTORY     - 1960     MONUMENTED       CGS
 GB1761  HISTORY     - 1961     GOOD             CGS
 GB1761  HISTORY     - 1963     GOOD             CGS
 GB1761  HISTORY     - 20060904 MARK NOT FOUND   INDIV
 GB1761
 GB1761                          STATION DESCRIPTION
 GB1761
 GB1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1761'THE STATION IS ABOUT 3 MILES SOUTH OF U.S. HIGHWAY 7ON AND ABOUT 0.2
 GB1761'MILE NORTH OF BUFFALO VALLEY.
 GB1761'
 GB1761'TO REACH THE STATION FROM THE POST OFFICE IN BUFFALO VALLEY, GO W FOR
 GB1761'0.1 MI TO A T INTERSECTION, TURN RIGHT, N, AND GO 0.1 MILE TO
 GB1761'A BRIDGE AND THE AZIMUTH MARK, CONTINUE NORTH FOR 0.1 MILE TO THE
 GB1761'NORTH SIDE OF INTERSTATE HIGHWAY 40, PACK EAST, FROM THIS POINT,
 GB1761'UP HILL FOR ABOUT 0.05 MILE TO THE STATION.
 GB1761'
 GB1761'THE STATION IS 54 FEET SOUTHWEST OF A 30 INCH TRIANGLE BLAZED TREE,
 GB1761'26 FEET SOUTH OF A FENCE LINE AND 3.3 FEET NORTH OF A WITNESS POST.
 GB1761'IT IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN
 GB1761'OUTCROPPING BEDROCK, FLUSH, AND STAMPED BUFFALO VALLEY 1960.
 GB1761'
 GB1761'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF A FENCE LINE. IT IS A
 GB1761'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GB1761'FLUSH, AND STAMPED BUFFALO VALLEY NO 1 1960.
 GB1761'
 GB1761'REFERENCE MARK NO. 2 IS 7 FEET SOUTH OF A FENCE LINE. IT IS A
 GB1761'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GB1761'FLUSH, AND STAMPED BUFFALO VALLEY NO 2 1960.
 GB1761'
 GB1761'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF A BRIDGE AND 10
 GB1761'FEET SOUTH OF A FENCE CORNER. IT IS A STANDARD DISK CEMENTED IN A
 GB1761'DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT, AND IS STAMPED BUFFALO
 GB1761'VALLEY 1960.
 GB1761
 GB1761                          STATION RECOVERY (1961)
 GB1761
 GB1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB1761'0.2 MI N FROM BUFFALO VALLEY.
 GB1761'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1 MILE
 GB1761'TO A T INTERSECTION, THEN 0.2 MILE NORTH TO THE NORTH SIDE OF
 GB1761'INTERSTATE HIGHWAY 40, THEN GO ABOUT 0.1 MILE EAST TO THE
 GB1761'CREST OF A STEEP HILL AND THE STATION.  THE STATION IS 54 FT.
 GB1761'SOUTHWEST OF A 30 INCH TRIANGLE GLAZED TREE, 26 FT. SOUTH
 GB1761'OF A FENCE AND 3.3 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GB1761'CEMENTED IN OUTCROPPING BEDROCK, AND IS ABOUT 200 FT. ABOVE
 GB1761'THE LEVEL OF THE INTERSTATE HIGHWAY 40.
 GB1761
 GB1761                          STATION RECOVERY (1963)
 GB1761
 GB1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1761'STATION, RM NO. 1, AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 GB1761'GOOD CONDITION.  NO SEARCH WAS MADE FOR RM NO. 2.  WITNESS POSTS
 GB1761'AS GONE.
 GB1761'
 GB1761'1960 ROUTE DESCRIPTION ADEQUATE.
 GB1761
 GB1761                          STATION RECOVERY (2006)
 GB1761
 GB1761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1759 ***********************************************************************
 GB1759  DESIGNATION -  BUFFALO VALLEY AZ MK
 GB1759  PID         -  GB1759
 GB1759  STATE/COUNTY-  TN/PUTNAM
 GB1759  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1759
 GB1759                         *CURRENT SURVEY CONTROL
 GB1759  ___________________________________________________________________
 GB1759* NAD 83(1986)-  36 08 15.     (N)    085 47 20.     (W)     SCALED    
 GB1759* NAVD 88     -       156.194  (meters)     512.45   (feet)  ADJUSTED  
 GB1759  ___________________________________________________________________
 GB1759  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1759  DYNAMIC HT  -         156.058 (meters)     512.00  (feet)  COMP
 GB1759  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1759
 GB1759  VERT ORDER  -  SECOND    CLASS 0
 GB1759
 GB1759.The horizontal coordinates were scaled from a topographic map and have
 GB1759.an estimated accuracy of +/- 6 seconds.
 GB1759
 GB1759.The orthometric height was determined by differential leveling
 GB1759.and adjusted by the National Geodetic Survey in June 1991..
 GB1759
 GB1759.The geoid height was determined by GEOID03.
 GB1759
 GB1759.The dynamic height is computed by dividing the NAVD 88
 GB1759.geopotential number by the normal gravity value computed on the
 GB1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1759.degrees latitude (g = 980.6199 gals.).
 GB1759
 GB1759.The modeled gravity was interpolated from observed gravity values.
 GB1759
 GB1759;                    North         East    Units  Estimated Accuracy
 GB1759;SPC TN       -   200,190.      619,000.      MT  (+/- 180 meters Scaled)
 GB1759
 GB1759                          SUPERSEDED SURVEY CONTROL
 GB1759
 GB1759  NGVD 29 (??/??/92)  156.263  (m)          512.67   (f) ADJ UNCH    2 0
 GB1759
 GB1759.Superseded values are not recommended for survey control.
 GB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1759.See file dsdata.txt to determine how the superseded data were derived.
 GB1759
 GB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE089998(NAD 83)
 GB1759_MARKER: DZ = AZIMUTH MARK DISK
 GB1759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1759_SP_SET: BRIDGE
 GB1759_STAMPING: BUFFALO VALLEY 1960
 GB1759_MARK LOGO: CGS   
 GB1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1759
 GB1759  HISTORY     - Date     Condition        Report By
 GB1759  HISTORY     - 1960     MONUMENTED       CGS
 GB1759
 GB1759                          STATION DESCRIPTION
 GB1759
 GB1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1759'AT BUFFALO VALLEY.
 GB1759'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1 MILE TO
 GB1759'A T INTERSECTION, THEN GO NORTH FOR 0.1 MILE TO A CONCRETE
 GB1759'BRIDGE.  THE AZIMUTH MARK IS 16 FT. WEST OF THE CENTER OF THE
 GB1759'BRIDGE AND 10 FT. SOUTH OF A FENCE CORNER.  THE DISK IS CEMENTED
 GB1759'IN A DRILL HOLE IN TOP OF THE WEST CONCRETE WINGWALL AT THE NORTH
 GB1759'END OF THE BRIDGE AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1760 ***********************************************************************
 GB1760  DESIGNATION -  BUFFALO VALLEY RM 1
 GB1760  PID         -  GB1760
 GB1760  STATE/COUNTY-  TN/PUTNAM
 GB1760  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1760
 GB1760                         *CURRENT SURVEY CONTROL
 GB1760  ___________________________________________________________________
 GB1760* NAD 83(1986)-  36 08 13.     (N)    085 47 07.     (W)     SCALED    
 GB1760* NAVD 88     -       228.367  (meters)     749.23   (feet)  ADJUSTED  
 GB1760  ___________________________________________________________________
 GB1760  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1760  DYNAMIC HT  -         228.170 (meters)     748.59  (feet)  COMP
 GB1760  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1760
 GB1760  VERT ORDER  -  SECOND    CLASS 0
 GB1760
 GB1760.The horizontal coordinates were scaled from a topographic map and have
 GB1760.an estimated accuracy of +/- 6 seconds.
 GB1760
 GB1760.The orthometric height was determined by differential leveling
 GB1760.and adjusted by the National Geodetic Survey in June 1991..
 GB1760
 GB1760.The geoid height was determined by GEOID03.
 GB1760
 GB1760.The dynamic height is computed by dividing the NAVD 88
 GB1760.geopotential number by the normal gravity value computed on the
 GB1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1760.degrees latitude (g = 980.6199 gals.).
 GB1760
 GB1760.The modeled gravity was interpolated from observed gravity values.
 GB1760
 GB1760;                    North         East    Units  Estimated Accuracy
 GB1760;SPC TN       -   200,130.      619,330.      MT  (+/- 180 meters Scaled)
 GB1760
 GB1760                          SUPERSEDED SURVEY CONTROL
 GB1760
 GB1760  NGVD 29 (??/??/92)  228.438  (m)          749.47   (f) ADJ UNCH    2 0
 GB1760
 GB1760.Superseded values are not recommended for survey control.
 GB1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1760.See file dsdata.txt to determine how the superseded data were derived.
 GB1760
 GB1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE092998(NAD 83)
 GB1760_MARKER: DR = REFERENCE MARK DISK
 GB1760_SETTING: 66 = SET IN ROCK OUTCROP
 GB1760_SP_SET: BEDROCK
 GB1760_STAMPING: BUFFALO VALLEY NO 2 1960
 GB1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1760+STABILITY: POSITION/ELEVATION WELL
 GB1760
 GB1760  HISTORY     - Date     Condition        Report By
 GB1760  HISTORY     - 1960     MONUMENTED       CGS
 GB1760  HISTORY     - 20060904 MARK NOT FOUND   INDIV
 GB1760
 GB1760                          STATION DESCRIPTION
 GB1760
 GB1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1760'0.2 MI N FROM BUFFALO VALLEY.
 GB1760'THIS MARK IS LOCATED AT THE BUFFALO VALLEY 1960 STATION SITE, 27
 GB1760'FT. SOUTHEAST OF THE STATION MARK, 39 FT. SOUTH OF A FENCE.  THE
 GB1760'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GB1760
 GB1760                          STATION RECOVERY (2006)
 GB1760
 GB1760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1760'PROBABLY DESTROYED DUE TO NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1762 ***********************************************************************
 GB1762  DESIGNATION -  BUFFALO VALLEY RM 2
 GB1762  PID         -  GB1762
 GB1762  STATE/COUNTY-  TN/PUTNAM
 GB1762  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1762
 GB1762                         *CURRENT SURVEY CONTROL
 GB1762  ___________________________________________________________________
 GB1762* NAD 83(1986)-  36 08 13.     (N)    085 47 07.     (W)     SCALED    
 GB1762* NAVD 88     -       228.916  (meters)     751.04   (feet)  ADJUSTED  
 GB1762  ___________________________________________________________________
 GB1762  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1762  DYNAMIC HT  -         228.718 (meters)     750.39  (feet)  COMP
 GB1762  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1762
 GB1762  VERT ORDER  -  SECOND    CLASS 0
 GB1762
 GB1762.The horizontal coordinates were scaled from a topographic map and have
 GB1762.an estimated accuracy of +/- 6 seconds.
 GB1762
 GB1762.The orthometric height was determined by differential leveling
 GB1762.and adjusted by the National Geodetic Survey in June 1991..
 GB1762
 GB1762.The geoid height was determined by GEOID03.
 GB1762
 GB1762.The dynamic height is computed by dividing the NAVD 88
 GB1762.geopotential number by the normal gravity value computed on the
 GB1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1762.degrees latitude (g = 980.6199 gals.).
 GB1762
 GB1762.The modeled gravity was interpolated from observed gravity values.
 GB1762
 GB1762;                    North         East    Units  Estimated Accuracy
 GB1762;SPC TN       -   200,130.      619,330.      MT  (+/- 180 meters Scaled)
 GB1762
 GB1762                          SUPERSEDED SURVEY CONTROL
 GB1762
 GB1762  NGVD 29 (??/??/92)  228.986  (m)          751.26   (f) ADJ UNCH    2 0
 GB1762
 GB1762.Superseded values are not recommended for survey control.
 GB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1762.See file dsdata.txt to determine how the superseded data were derived.
 GB1762
 GB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE092998(NAD 83)
 GB1762_MARKER: DR = REFERENCE MARK DISK
 GB1762_SETTING: 66 = SET IN ROCK OUTCROP
 GB1762_SP_SET: BEDROCK
 GB1762_STAMPING: BUFFALO VALLEY NO 2 1960
 GB1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1762+STABILITY: POSITION/ELEVATION WELL
 GB1762
 GB1762  HISTORY     - Date     Condition        Report By
 GB1762  HISTORY     - 1960     MONUMENTED       CGS
 GB1762
 GB1762                          STATION DESCRIPTION
 GB1762
 GB1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1762'0.2 MI N FROM BUFFALO VALLEY.
 GB1762'THIS MARK IS LOCATED AT THE BUFFALO VALLEY 1960 STATION SITE,
 GB1762'30.2 FT. NORTH OF THE STATION MARK AND 7 FT. SOUTH OF A FENCE.
 GB1762'THE DISK IS CEMENTED IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2597 ***********************************************************************
 GB2597  DESIGNATION -  BULLEN
 GB2597  PID         -  GB2597
 GB2597  STATE/COUNTY-  TN/MORGAN
 GB2597  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2597
 GB2597                         *CURRENT SURVEY CONTROL
 GB2597  ___________________________________________________________________
 GB2597* NAD 83(1995)-  36 05 34.63936(N)    084 32 31.49336(W)     ADJUSTED  
 GB2597* NAVD 88     -       404.5    (meters)    1327.     (feet)  VERTCON   
 GB2597  ___________________________________________________________________
 GB2597  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GB2597  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2597
 GB2597  HORZ ORDER  -  SECOND
 GB2597
 GB2597.The horizontal coordinates were established by classical geodetic methods
 GB2597.and adjusted by the National Geodetic Survey in April 1999..
 GB2597
 GB2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2597
 GB2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2597
 GB2597.The geoid height was determined by GEOID03.
 GB2597
 GB2597;                    North         East     Units Scale Factor Converg.
 GB2597;SPC TN       -   196,207.192   731,286.577   MT  0.99995858   +0 51 12.7
 GB2597;SPC TN       -   643,723.10  2,399,229.38   sFT  0.99995858   +0 51 12.7
 GB2597;UTM  16      - 3,997,055.773   721,287.033   MT  1.00020340   +1 26 54.7
 GB2597
 GB2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2597!SPC TN       -   0.99994115  x   0.99995858  =   0.99989973
 GB2597!UTM  16      -   0.99994115  x   1.00020340  =   1.00014453
 GB2597
 GB2597|---------------------------------------------------------------------|
 GB2597| PID    Reference Object                     Distance      Geod. Az  |
 GB2597|                                                           dddmmss.s |
 GB2597| DB8884 BULLEN RM 1                          10.438 METERS 16349     |
 GB2597| DB8883 BULLEN AZ MK                                       2914902.6 |
 GB2597| DB8885 BULLEN RM 2                           5.618 METERS 31136     |
 GB2597|---------------------------------------------------------------------|
 GB2597
 GB2597                          SUPERSEDED SURVEY CONTROL
 GB2597
 GB2597  NAD 83(1995)-  36 05 34.64519(N)    084 32 31.49421(W) AD(       ) 2
 GB2597  NAD 83(1995)-  36 05 34.64787(N)    084 32 31.49514(W) AD(       ) 2
 GB2597  NAD 83(1986)-  36 05 34.65116(N)    084 32 31.49277(W) AD(       ) 2
 GB2597  NAD 27      -  36 05 34.37883(N)    084 32 31.72215(W) AD(       ) 2
 GB2597  NGVD 29 (07/19/86)  404.6    (m)         1327.     (f) VERT ANG       
 GB2597
 GB2597.Superseded values are not recommended for survey control.
 GB2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2597.See file dsdata.txt to determine how the superseded data were derived.
 GB2597
 GB2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2128797056(NAD 83)
 GB2597_MARKER: DD = SURVEY DISK
 GB2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2597
 GB2597  HISTORY     - Date     Condition        Report By
 GB2597  HISTORY     - 1965     MONUMENTED       TNHD
 GB2597
 GB2597                          STATION DESCRIPTION
 GB2597
 GB2597'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2597'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WARTBURG.
 GB2597'
 GB2597'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO 0.3 MILE
 GB2597'EAST ON U.S. HIGHWAY 27 AND STATE ROUTE 62 TO A JUNCTION, TURN
 GB2597'LEFT, EAST-SOUTHEAST, AND GO 2.5 MILES TO THE AZIMUTH MARK ON THE
 GB2597'LEFT, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62 FOR 0.6 MILE TO A
 GB2597'GRAVELED DRIVE ON THE LEFT, TURN LEFT, NORTH, AND GO 0.1 MILE TO THE
 GB2597'REAR OF A ROCK HOUSE AN THE STATION ON THE LEFT AS DESCRIBED.
 GB2597'
 GB2597'THE STATION MARK IS 44 FEET SOUTH OF A BARBED WIRE FENCE, 40.5 FEET
 GB2597'NORTHEAST OF THE NORTHEAST CORNER OF THE ROCK HOUSE AND 20 FEET
 GB2597'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE.  THE SURFACE
 GB2597'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2597'DISKS AND THE DISKS ARE STAMPED BULLEN 1965.  THE UNDERGROUND MARK IS
 GB2597'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GB2597'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2597'
 GB2597'REFERENCE MARK NO. 1 IS 27.8 FEET EAST OF THE NORTHEAST CORNER OF THE
 GB2597'HOUSE, 11 FEET EAST OF A 3-INCH WALNUT TREE AND 11 FEET SOUTH OF
 GB2597'THE APPROXIMATE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD
 GB2597'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2597'CONCRETE MONUMENT AND THE DISK IS STAMPED BULLEN RM-1 1965.
 GB2597'
 GB2597'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE BARBED WIRE FENCE, 31
 GB2597'FEET NORTH OF THE APPROXIMATE CENTER OF THE DRIVE AND 1 FOOT
 GB2597'NORTHEAST OF A FENCE POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2597'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GB2597'AND THE DISK IS STAMPED BULLEN RM-2 1965.
 GB2597'
 GB2597'THE AZIMUTH MARK IS 36 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2597'STATE ROUTE 62, 15 FEET WEST OF A POWER POLE, 12 FEET SOUTHWEST
 GB2597'OF A BARBED WIRE FENCE AROUND THE BRUSHY MOUNTAIN STATE HONOR FARM
 GB2597'AND 9 FEET NORTHEAST OF A TELEPHONE POLE.  IT IS A STANDARD
 GB2597'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2597'CONCRETE, MONUMENT AND THE DISK IS STAMPED BULLEN AZI 1965.
 GB2597'
 GB2597'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2597'
 GB2597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1841 ***********************************************************************
 FC1841  DESIGNATION -  BUNCOMBE
 FC1841  PID         -  FC1841
 FC1841  STATE/COUNTY-  TN/HAMILTON
 FC1841  USGS QUAD   -  SNOW HILL (1980)
 FC1841
 FC1841                         *CURRENT SURVEY CONTROL
 FC1841  ___________________________________________________________________
 FC1841* NAD 83(1995)-  35 08 56.98455(N)    085 01 26.49886(W)     ADJUSTED  
 FC1841* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 FC1841  ___________________________________________________________________
 FC1841  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FC1841  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1841
 FC1841  HORZ ORDER  -  SECOND
 FC1841
 FC1841.The horizontal coordinates were established by classical geodetic methods
 FC1841.and adjusted by the National Geodetic Survey in April 1999..
 FC1841
 FC1841.The orthometric height was scaled from a topographic map.
 FC1841
 FC1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1841
 FC1841.The geoid height was determined by GEOID03.
 FC1841
 FC1841;                    North         East     Units Scale Factor Converg.
 FC1841;SPC TN       -    90,960.525   688,933.009   MT  1.00001933   +0 34 16.9
 FC1841;SPC TN       -   298,426.32  2,260,274.38   sFT  1.00001933   +0 34 16.9
 FC1841;UTM  16      - 3,891,372.086   679,995.074   MT  0.99999929   +1 08 16.4
 FC1841
 FC1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1841!SPC TN       -   0.99993315  x   1.00001933  =   0.99995248
 FC1841!UTM  16      -   0.99993315  x   0.99999929  =   0.99993244
 FC1841
 FC1841:                Primary Azimuth Mark                     Grid Az
 FC1841:SPC TN       -  GEORGETOWN                               022 19 07.7
 FC1841:UTM  16      -  GEORGETOWN                               021 45 08.2
 FC1841
 FC1841|---------------------------------------------------------------------|
 FC1841| PID    Reference Object                     Distance      Geod. Az  |
 FC1841|                                                           dddmmss.s |
 FC1841| FC1801 GEORGETOWN                          APPROX.13.6 KM 0225324.6 |
 FC1841| FC1842 BUNCOMBE RM 4                        10.716 METERS 10143     |
 FC1841| CG4926 BUNCOMBE RM 3                         8.626 METERS 12825     |
 FC1841| CG4924 BUNCOMBE RM 1 AZIMUTH                92.217 METERS 18951     |
 FC1841| CG4925 BUNCOMBE RM 2                        32.903 METERS 26657     |
 FC1841| CG4923 BUNCOMBE AZ MK                                     2911959.8 |
 FC1841|---------------------------------------------------------------------|
 FC1841
 FC1841                          SUPERSEDED SURVEY CONTROL
 FC1841
 FC1841  NAD 83(1995)-  35 08 56.98566(N)    085 01 26.49976(W) AD(       ) 2
 FC1841  NAD 83(1995)-  35 08 56.98553(N)    085 01 26.50112(W) AD(       ) 2
 FC1841  NAD 83(1995)-  35 08 56.98604(N)    085 01 26.49964(W) AD(       ) 2
 FC1841  NAD 83(1986)-  35 08 56.98682(N)    085 01 26.49817(W) AD(       ) 2
 FC1841  NAD 27      -  35 08 56.72200(N)    085 01 26.67600(W) AD(       ) 2
 FC1841
 FC1841.Superseded values are not recommended for survey control.
 FC1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1841.See file dsdata.txt to determine how the superseded data were derived.
 FC1841
 FC1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7999591372(NAD 83)
 FC1841_MARKER: DS = TRIANGULATION STATION DISK
 FC1841_SETTING: 80 = SET IN A BOULDER
 FC1841_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FC1841
 FC1841  HISTORY     - Date     Condition        Report By
 FC1841  HISTORY     - 1934     MONUMENTED       CGS
 FC1841  HISTORY     - 1935     GOOD             CGS
 FC1841  HISTORY     - 1949     GOOD             TVA
 FC1841  HISTORY     - 1961     GOOD             CGS
 FC1841  HISTORY     - 1975     GOOD             NGS
 FC1841  HISTORY     - 1978     MARK NOT FOUND   TVA
 FC1841  HISTORY     - 19781201 MARK NOT FOUND   NGS
 FC1841
 FC1841                          STATION DESCRIPTION
 FC1841
 FC1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1841'ABOUT 5-1/2 MILES NORTH-NORTHEAST OF OOLTEWAH, 2-1/4 MILES SOUTH
 FC1841'ALONG RIDGE FROM MAHAN GAP, AND ON HIGHEST AND MOST SOUTHERLY ONE
 FC1841'OF TWO PEAKS (LOCALLY KNOWN AS BUNCOMBE PEAK ( ON SUMMIT OF WHITE
 FC1841'OAK MOUNTAIN RANGE. TO REACH FROM OOLTEWAH ON U.S. ROUTE 11,
 FC1841'FOLLOW OOLTEWAH-GEORGETOWN PIKE 5.15 MILES TO CLARA HUFFS HOME, TURN
 FC1841'EAST THROUGH GATE ABOUT 60 YARDS SOUTH OF HER HOME, CONTINUE ON DIM
 FC1841'ROUGH ROAD TO ABANDONED HOUSE, PASS TO NORTH AROUND HOUSE AND
 FC1841'CONTINUE EAST THROUGH CLEARED FIELD TO EDGE OF WOODS AT BASE OF PEAK
 FC1841'(END OF TRUCK TRAVEL). FOLLOW DIM TRAIL EAST UP RIDGE TO SOUTH
 FC1841'ABOUT 1/2 MILE TO SUMMIT AND STATION SITE IN CENTER OF SMALL ROUNDED
 FC1841'HUMP COMPRISING SUMMIT, ABOUT 65 FEET WEST OF LONG CENTER OF RIDGE,
 FC1841'AND 21 FEET SOUTH OF 12-INCH CHESTNUT-OAK TREE. SURFACE MARK IS
 FC1841'STANDARD STATION DISK IN BOULDER. UNDERGROUND MARK IS
 FC1841'STANDARD STATION DISK IN CONCRETE. REFERENCE MARKS NO. 1 AND
 FC1841'NO. 2 ARE STANDARD REFERENCE DISKS IN BEDROCK. NO.
 FC1841'1 IS IN LARGE FLAT ROCK OUTCROP, ALONG SOUTH SLOPE OF RIDGE, ABOUT 50
 FC1841'FEET WEST OF CENTER OF RIDGE, AND 302.55 FEET FROM STATION
 FC1841'S 09 DEG 51 MIN W.    NO. 2 IS IN ROCK OUTCROP ON SOUTH SIDE OF PATH
 FC1841'TO SUMMIT AND 104.95 FEET FROM STATION.
 FC1841'REFERENCE MARK NO. 3 IS STANDARD REFERENCE DISK IN BOULDER.
 FC1841'ON LEVEL SUMMIT OF HILL AND 28.30 FEET FROM STATION.
 FC1841
 FC1841                          STATION RECOVERY (1935)
 FC1841
 FC1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1841'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1841'
 FC1841'REFERENCE MARK NO. 1, THE AZIMUTH MARK, IS ABOUT 100 YARDS SSW OF THE
 FC1841'STATION.
 FC1841'
 FC1841'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 FC1841'
 FC1841'REFERENCE MARK NO. 3 IS SE OF THE STATION.
 FC1841'
 FC1841'TO REACH THE STATION FROM THE SETTLEMENT OF OOLTEWAH ON U.S. HIGHWAY
 FC1841'11, TAKE THE OOLTEWAH-GEORGETOWN HIGHWAY FOR 5.15 MILES TO THE HOME
 FC1841'OF CLARA HUFF. TURN RIGHT THROUGH GATE ABOUT 60 YARDS BEFORE REACHING
 FC1841'THE HUFF HOUSE. CONTINUE FOR ABOUT 0.25 MILE TO AN ABANDONED
 FC1841'HOUSE, AND PASS TO THE N AROUND THE HOUSE. CONTINUE E THROUGH CLEARED
 FC1841'FIELD TO THE EDGE OF WOODS AT BASE OF PEAK AND END OF TRUCK TRAVEL.
 FC1841'TAKE DIM TRAIL E UP THE RIDGE FOR ABOUT 1.0 MILE (INSTEAD OF 1/4
 FC1841'MILE) TO THE SUMMIT AND STATION.
 FC1841'
 FC1841'NOTE- THE ABOVE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 FC1841'AZIMUTH MARK WERE MEASURED IN 1934 AND NOT RE-MEASURED AT
 FC1841'THIS TIME. ALL REFERENCE MARKS AND THE AZIMUTH MARK ARE VISIBLE FROM
 FC1841'A 4-FOOT INSTRUMENT STAND AT THE STATION WITH CLEARING OF ONLY
 FC1841'WHAT WEEDS AND SMALL BUSHES GROW UP FROM TIME TO TIME. THESE WEEDS
 FC1841'AND BUSHES SEEM TO BE VERY PROLIFIC AT THIS POINT, HOWEVER.
 FC1841
 FC1841                          STATION RECOVERY (1949)
 FC1841
 FC1841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1841'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. STATION
 FC1841'DISK IS STAMPED BUNCOMBE 1934.
 FC1841'
 FC1841'A POST IS SET AT THE E EDGE OF THE STATION.
 FC1841
 FC1841                          STATION RECOVERY (1961)
 FC1841
 FC1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1841'THE STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK) AND NO. 2 WERE
 FC1841'RECOVERED AND FOUND IN GOOD CONDITION. A SEARCH WAS MADE FOR
 FC1841'REFERENCE MARK NO. 3 BUT WAS NOT FOUND. DUE TO THE ESTABLISHMENT OF A
 FC1841'FIRE LOOKOUT TOWER AND FORESTERS QUARTERS, A DIRECTION TO
 FC1841'REFERENCE MARK NO. 1 WAS NOT TAKEN AND REFERENCE MARK NO. 4 WAS
 FC1841'ESTABLISHED AND OCCUPIED. AN AZIMUTH MARK STAMPED BUNCOMBE AZI
 FC1841'1934, ABOUT 1.0 MILE WEST WAS RECOVERED AND DIRECTION TAKEN FROM THE
 FC1841'STATION MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1841'
 FC1841'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CLEVELAND, 5 MILES NORTH
 FC1841'OF OOLTEWAH AND ON THE HIGHEST AND MOST SOUTHERLY ONE OF TWO PEAKS,
 FC1841'LOCALLY KNOWN AS BUNCOMBE PEAK.
 FC1841'
 FC1841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1841'GEORGETOWN ROAD IN OOLTEWAH, GO NORTHERLY ON U.S. HIGHWAY 11 FOR
 FC1841'2.85 MILES TO A CROSSROAD AND SIGN, MINERAL PARK BAPTIST CHURCH,
 FC1841'TURN LEFT AND GO 0.7 MILE TO A FORK, KEEP RIGHT AND GO 3.5 MILES
 FC1841'TO A FORK AND SIGN, FIRE TOWER, KEEP LEFT AND GO 1.0 MILE TO THE
 FC1841'FIRE TOWER AND THE STATION.
 FC1841'
 FC1841'THE STATION MARK IS 2.2 FEET NORTHWEST OF A METAL WITNESS POST AND
 FC1841'SET UNDER A LOOKOUT TOWER. IT IS A STANDARD DISK CEMENTED IN A
 FC1841'DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 FC1841'BUNCOMBE 1934.
 FC1841'
 FC1841'REFERENCE MARK NO. 1 IS 36 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 FC1841'SERVICE BUILDING, 32 FT SOUTHWEST OF THE NORTHWEST CORNER OF SERVICE
 FC1841'BUILDING. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FC1841'OUTCROPPING BEDROCK, FLUSH AND IS STAMPED BUNCOMBE NO 1 1934.
 FC1841'
 FC1841'REFERENCE MARK NO. 2 IS 65 FEET WEST OF THE NORTHWEST CORNER OF A
 FC1841'SMALL SHED. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FC1841'OUTCROPPING BEDROCK, FLUSH AND IS STAMPED BUNCOMBE NO 2 1934.
 FC1841'12A
 FC1841'REFERENCE MARK NO. 4 IS 53 FEET NORTH OF A WELL HOUSE, 33 FEET
 FC1841'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. IT IS A STANDARD
 FC1841'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED BUNCOMBE
 FC1841'NO 4 1934 AND PLUMBED OVER AN UNDERGROUND MARK.
 FC1841'
 FC1841'HUFFS RESIDENCE, 52 FEET NORTHWEST OF A POWER LINE POLE NO.
 FC1841'K49MT6, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE GEORGETOWN ROAD
 FC1841'AND 1.2 FEET EAST OF A T. V. A.  METAL WITNESS POST. IT IS A
 FC1841'STANDARD REFERENCE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC1841'PROJECTS ABOUT 1 FOOT AND IS STAMPED BUNCOMBE AZI 1934.
 FC1841'
 FC1841'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1841'GEORGETOWN ROAD IN OOLTEWAH, GO NORTHERLY ON GEORGETOWN ROAD
 FC1841'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FC1841
 FC1841                          STATION RECOVERY (1975)
 FC1841
 FC1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1841'THE STATION MARK, REFERENCE MARKS 2 AND 4 WERE FOUND AS DESCRIBED
 FC1841'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD
 FC1841'CONDITION BUT IN THE WAY OF CONSTRUCTION OF NEW ROAD AND WAS
 FC1841'DESTROYED.  THE AZIMUTH MARK WAS OBSTRUCTED TO THE STATION BY
 FC1841'TREES AND A NEW AZIMUTH MARK COULD NOT BE SET.  THE STATION
 FC1841'DESCRIPTION IS GOOD WITH THE NEW TO REACH BELOW.
 FC1841'
 FC1841'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11
 FC1841'AND GEORGETOWN RD. AT OOLTEWAH, GO NORTH ON GEORGETOWN RD. FOR
 FC1841'7.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON PAVED ROAD
 FC1841'FOR 0.8 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO
 FC1841'SOUTHERLY AND UPHILL FOR 1.55 MILES TO A ROAD RIGHT.  TURN RIGHT
 FC1841'AND GO WESTERLY UPHILL FOR 0.55 MILE TO TOP OF HILL, LOOKOUT
 FC1841'TOWER AND THE STATION AS DESCRIBED.
 FC1841'
 FC1841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1841'ABOUT 5-1/2 MILES NORTHEAST OF OOLTEWAH.
 FC1841
 FC1841                          STATION RECOVERY (1978)
 FC1841
 FC1841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978 (LM)
 FC1841'STATION NOT FOUND.  AZIMUTH MARK BELIEVED DESTROYED BY WIDENING OF
 FC1841'ROAD.
 FC1841'
 FC1841'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.15 MI N OF OOLTEWAH.
 FC1841
 FC1841                          STATION RECOVERY (1978)
 FC1841
 FC1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JSL)
 FC1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1842 ***********************************************************************
 FC1842  DESIGNATION -  BUNCOMBE RM 4
 FC1842  PID         -  FC1842
 FC1842  STATE/COUNTY-  TN/HAMILTON
 FC1842  USGS QUAD   -  SNOW HILL (1980)
 FC1842
 FC1842                         *CURRENT SURVEY CONTROL
 FC1842  ___________________________________________________________________
 FC1842* NAD 83(1995)-  35 08 56.91398(N)    085 01 26.08430(W)     ADJUSTED  
 FC1842* NAVD 88     -       455.1    (meters)    1493.     (feet)  VERTCON   
 FC1842  ___________________________________________________________________
 FC1842  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FC1842  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1842
 FC1842  HORZ ORDER  -  SECOND
 FC1842
 FC1842.The horizontal coordinates were established by classical geodetic methods
 FC1842.and adjusted by the National Geodetic Survey in April 1999..
 FC1842
 FC1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1842
 FC1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1842
 FC1842.The geoid height was determined by GEOID03.
 FC1842
 FC1842;                    North         East     Units Scale Factor Converg.
 FC1842;SPC TN       -    90,958.455   688,943.524   MT  1.00001933   +0 34 17.2
 FC1842;SPC TN       -   298,419.53  2,260,308.88   sFT  1.00001933   +0 34 17.2
 FC1842;UTM  16      - 3,891,370.120   680,005.608   MT  0.99999934   +1 08 16.6
 FC1842
 FC1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1842!SPC TN       -   0.99993329  x   1.00001933  =   0.99995262
 FC1842!UTM  16      -   0.99993329  x   0.99999934  =   0.99993263
 FC1842
 FC1842:                Primary Azimuth Mark                     Grid Az
 FC1842:SPC TN       -  MILL                                     087 24 29.0
 FC1842:UTM  16      -  MILL                                     086 50 29.6
 FC1842
 FC1842|---------------------------------------------------------------------|
 FC1842| PID    Reference Object                     Distance      Geod. Az  |
 FC1842|                                                           dddmmss.s |
 FC1842| FC0622 MILL                                APPROX. 6.2 KM 0875846.2 |
 FC1842|---------------------------------------------------------------------|
 FC1842
 FC1842                          SUPERSEDED SURVEY CONTROL
 FC1842
 FC1842  NAD 83(1995)-  35 08 56.91509(N)    085 01 26.08520(W) AD(       ) 2
 FC1842  NAD 83(1995)-  35 08 56.91496(N)    085 01 26.08656(W) AD(       ) 2
 FC1842  NAD 83(1995)-  35 08 56.91547(N)    085 01 26.08508(W) AD(       ) 2
 FC1842  NAD 83(1986)-  35 08 56.91623(N)    085 01 26.08348(W) AD(       ) 2
 FC1842  NAD 27      -  35 08 56.65100(N)    085 01 26.26140(W) AD(       ) 2
 FC1842  NGVD 29 (07/19/86)  455.1    (m)         1493.     (f) VERT ANG       
 FC1842
 FC1842.Superseded values are not recommended for survey control.
 FC1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1842.See file dsdata.txt to determine how the superseded data were derived.
 FC1842
 FC1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8000691370(NAD 83)
 FC1842_MARKER: DR = REFERENCE MARK DISK
 FC1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1842
 FC1842  HISTORY     - Date     Condition        Report By
 FC1842  HISTORY     - 1961     MONUMENTED       CGS
 FC1842
 FC1842                          STATION DESCRIPTION
 FC1842
 FC1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC1842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1842'GEORGETOWN ROAD IN OOLTEWAH, GO NORTHERLY ON U.S. HIGHWAY 11 FOR
 FC1842'2.85 MILES TO A CROSSROAD AND SIGN, MINERAL PARK BAPTIST CHURCH,
 FC1842'TURN LEFT AND GO 0.7 MILE TO A FORK, KEEP RIGHT AND GO 3.5 MILES
 FC1842'TO A FORK AND SIGN, FIRE TOWER, KEEP LEFT AND GO 1.0 MILE TO THE
 FC1842'FIRE TOWER AND THE STATION.
 FC1842'
 FC1842'REFERENCE MARK NO. 4 IS 53 FEET NORTH OF A WELL HOUSE, 33 FEET
 FC1842'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. IT IS A STANDARD
 FC1842'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED BUNCOMBE
 FC1842'NO 4 1934 AND PLUMBED OVER AN UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0436 ***********************************************************************
 FD0436  DESIGNATION -  BUNKER HILL
 FD0436  PID         -  FD0436
 FD0436  STATE/COUNTY-  TN/GILES
 FD0436  USGS QUAD   -  ELKTON (1982)
 FD0436
 FD0436                         *CURRENT SURVEY CONTROL
 FD0436  ___________________________________________________________________
 FD0436* NAD 83(1995)-  35 07 21.97398(N)    086 52 58.03769(W)     ADJUSTED  
 FD0436* NAVD 88     -       278.324  (meters)     913.13   (feet)  ADJUSTED  
 FD0436  ___________________________________________________________________
 FD0436  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FD0436  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0436  DYNAMIC HT  -         278.066 (meters)     912.29  (feet)  COMP
 FD0436  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0436
 FD0436  HORZ ORDER  -  SECOND
 FD0436  VERT ORDER  -  SECOND    CLASS 0
 FD0436
 FD0436.The horizontal coordinates were established by classical geodetic methods
 FD0436.and adjusted by the National Geodetic Survey in April 1999..
 FD0436
 FD0436.The orthometric height was determined by differential leveling
 FD0436.and adjusted by the National Geodetic Survey in June 1991..
 FD0436
 FD0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0436
 FD0436.The geoid height was determined by GEOID03.
 FD0436
 FD0436.The dynamic height is computed by dividing the NAVD 88
 FD0436.geopotential number by the normal gravity value computed on the
 FD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0436.degrees latitude (g = 980.6199 gals.).
 FD0436
 FD0436.The modeled gravity was interpolated from observed gravity values.
 FD0436
 FD0436;                    North         East     Units Scale Factor Converg.
 FD0436;SPC TN       -    87,951.954   519,531.518   MT  1.00002489   -0 31 00.5
 FD0436;SPC TN       -   288,555.70  1,704,496.32   sFT  1.00002489   -0 31 00.5
 FD0436;UTM  16      - 3,886,664.275   510,679.769   MT  0.99960141   +0 04 02.8
 FD0436
 FD0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0436!SPC TN       -   0.99996065  x   1.00002489  =   0.99998554
 FD0436!UTM  16      -   0.99996065  x   0.99960141  =   0.99956208
 FD0436
 FD0436:                Primary Azimuth Mark                     Grid Az
 FD0436:SPC TN       -  BUNKER HILL AZ MK                        039 19 37.2
 FD0436:UTM  16      -  BUNKER HILL AZ MK                        038 44 33.9
 FD0436
 FD0436|---------------------------------------------------------------------|
 FD0436| PID    Reference Object                     Distance      Geod. Az  |
 FD0436|                                                           dddmmss.s |
 FD0436| FD0434 BUNKER HILL AZ MK                   APPROX. 1.2 KM 0384836.7 |
 FD0436| FD0435 BUNKER HILL RM 1                     21.372 METERS 08457     |
 FD0436| FD0437 BUNKER HILL RM 2                     22.162 METERS 16148     |
 FD0436|---------------------------------------------------------------------|
 FD0436
 FD0436                          SUPERSEDED SURVEY CONTROL
 FD0436
 FD0436  NAD 83(1995)-  35 07 21.97540(N)    086 52 58.03757(W) AD(       ) 2
 FD0436  NAD 83(1995)-  35 07 21.97842(N)    086 52 58.04103(W) AD(       ) 2
 FD0436  NAD 83(1986)-  35 07 21.98213(N)    086 52 58.03909(W) AD(       ) 2
 FD0436  NAD 27      -  35 07 21.69100(N)    086 52 58.02850(W) AD(       ) 2
 FD0436  NGVD 29 (??/??/92)  278.297  (m)          913.05   (f) ADJ UNCH    2 0
 FD0436
 FD0436.Superseded values are not recommended for survey control.
 FD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0436.See file dsdata.txt to determine how the superseded data were derived.
 FD0436
 FD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1068086664(NAD 83)
 FD0436_MARKER: DE = TRAVERSE STATION DISK
 FD0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0436_STAMPING: BUNKER HILL 1960
 FD0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0436+STABILITY: SURFACE MOTION
 FD0436
 FD0436  HISTORY     - Date     Condition        Report By
 FD0436  HISTORY     - 1960     MONUMENTED       CGS
 FD0436  HISTORY     - 1960     GOOD             CGS
 FD0436
 FD0436                          STATION DESCRIPTION
 FD0436
 FD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0436'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF BUNKER HILL.
 FD0436'
 FD0436'TO REACH THE STATION FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON
 FD0436'AN OIL ROAD FOR 0.55 MILE
 FD0436'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 FD0436'ON THE OIL ROAD FOR 2.1 MILES TO A
 FD0436'SIDE ROAD ON THE RIGHT.  TURN
 FD0436'RIGHT, WEST, FOR 1.1 MILES TO A CULVERT AND A GATE ON
 FD0436'THE RIGHT.
 FD0436'TURN RIGHT, NORTH, ON A TRACK ROAD FOR 0.95 MILE TO AN OLD HOUSE.
 FD0436'TURN RIGHT, EAST
 FD0436'AND NORTH, UP DRAW FOR 0.5 MILE TO A FENCE.  TURN
 FD0436'LEFT UP HILL FOR 0.1 MILE TO THE
 FD0436'STATION.
 FD0436'
 FD0436'THE STATION IS 30 FEET SOUTHEAST OF A FENCE CORNER, 25 FEET EAST OF A
 FD0436'FENCE, 13 FEET SOUTH OF A
 FD0436'FENCE AND 2.3 FEET WEST OF A WITNESS POST.  IT IS
 FD0436'A STANDARD TRAVERSE DISK SET IN A
 FD0436'10-INCH SQUARE CONCRETE POST,
 FD0436'FLUSH, AND STAMPED BUNKER HILL 1960.
 FD0436'
 FD0436'REFERENCE MARK NO 1 IS 2 FEET WEST OF A 12 INCH CEDAR TREE AND 1 FOOT
 FD0436'SOUTH OF A FENCE.  IT IS
 FD0436'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0436'POST, FLUSH, AND STAMPED BUNKER HILL
 FD0436'NO 1 1960.
 FD0436'
 FD0436'REFERENCE MARK NO 2 IS 22 FEET EAST OF A FENCE.  IT IS A STANDARD
 FD0436'DISK SET IN A 10-INCH
 FD0436'SQUARE CONCRETE POST, FLUSH, AND STAMPED BUNKER HILL NO 2
 FD0436'1960.
 FD0436'
 FD0436'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF AN OIL ROAD, 3.5 FEET
 FD0436'NORTHEAST OF A WITNESS
 FD0436'POST AND 2 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 FD0436'SET IN A 10-INCH SQUARE
 FD0436'CONCRETE POST, FLUSH, AND STAMPED BUNKER HILL
 FD0436'1960
 FD0436
 FD0436                          STATION RECOVERY (1960)
 FD0436
 FD0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0436'1.2 MI S FROM BUNKER HILL.
 FD0436'FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON A PAVED ROAD
 FD0436'FOR 0.8 MILE, THEN 0.6 MILE WEST ON A PRIVATE DRIVE AND TRACK
 FD0436'ROAD, THEN 0.3 MILE SOUTH TO THE HIGHEST POINT OF A HILL.  THE
 FD0436'STATION MARK IS 30 FT. SOUTHEAST OF A FENCE CORNER, 25 FT.
 FD0436'EAST OF A FENCE, 13 FT. SOUTH OF A FENCE AND 2.3 FT. WEST OF
 FD0436'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0436'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3410 ***********************************************************************
 GA3410  DESIGNATION -  BUNKER HILL
 GA3410  PID         -  GA3410
 GA3410  STATE/COUNTY-  TN/HAWKINS
 GA3410  USGS QUAD   -  BUREM (1976)
 GA3410
 GA3410                         *CURRENT SURVEY CONTROL
 GA3410  ___________________________________________________________________
 GA3410* NAD 83(1995)-  36 26 53.63669(N)    082 56 32.42683(W)     ADJUSTED  
 GA3410* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 GA3410  ___________________________________________________________________
 GA3410  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA3410  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3410
 GA3410  HORZ ORDER  -  THIRD
 GA3410
 GA3410.The horizontal coordinates were established by classical geodetic methods
 GA3410.and adjusted by the National Geodetic Survey in April 1999..
 GA3410
 GA3410.The orthometric height was scaled from a topographic map.
 GA3410
 GA3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3410
 GA3410.The geoid height was determined by GEOID03.
 GA3410
 GA3410;                    North         East     Units Scale Factor Converg.
 GA3410;SPC TN       -   238,933.261   874,078.277   MT  1.00000575   +1 47 24.3
 GA3410;SPC TN       -   783,900.21  2,867,705.15   sFT  1.00000575   +1 47 24.3
 GA3410;UTM  17      - 4,035,419.143   325,927.543   MT  0.99997334   -1 09 15.2
 GA3410
 GA3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3410!SPC TN       -   0.99992035  x   1.00000575  =   0.99992610
 GA3410!UTM  17      -   0.99992035  x   0.99997334  =   0.99989369
 GA3410
 GA3410|---------------------------------------------------------------------|
 GA3410| PID    Reference Object                     Distance      Geod. Az  |
 GA3410|                                                           dddmmss.s |
 GA3410| DB8889 BUNKER HILL RM 1                     18.196 METERS 00029     |
 GA3410| DB8888 BUNKER HILL AZ MK                                  0595931.4 |
 GA3410| DB8890 BUNKER HILL RM 2                     11.982 METERS 30058     |
 GA3410|---------------------------------------------------------------------|
 GA3410
 GA3410                          SUPERSEDED SURVEY CONTROL
 GA3410
 GA3410  NAD 83(1995)-  36 26 53.64091(N)    082 56 32.42996(W) AD(       ) 3
 GA3410  NAD 83(1995)-  36 26 53.64590(N)    082 56 32.43146(W) AD(       ) 3
 GA3410  NAD 83(1995)-  36 26 53.64228(N)    082 56 32.42839(W) AD(       ) 3
 GA3410  NAD 83(1986)-  36 26 53.64481(N)    082 56 32.42950(W) AD(       ) 3
 GA3410  NAD 27      -  36 26 53.30300(N)    082 56 32.83700(W) AD(       ) 3
 GA3410
 GA3410.Superseded values are not recommended for survey control.
 GA3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3410.See file dsdata.txt to determine how the superseded data were derived.
 GA3410
 GA3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2592835419(NAD 83)
 GA3410_MARKER: DS = TRIANGULATION STATION DISK
 GA3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3410
 GA3410  HISTORY     - Date     Condition        Report By
 GA3410  HISTORY     - 1941     MONUMENTED       CGS
 GA3410
 GA3410                          STATION DESCRIPTION
 GA3410
 GA3410'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3410'THE STATION IS ABOUT 5 MILES NE OF ROGERSVILLE ON THE HIGHEST PART OF
 GA3410'A RIDGE LOCALLY
 GA3410'KNOWN AS BUNKER HILL AND ON LAND OWNED AND OCCUPIED
 GA3410'BY MRS.  WILEY MCCOY, ABOUT 25
 GA3410'YARDS N OF THE HIGHEST POINT OF THE
 GA3410'HILL, 40 FEET SE OF A FENCE CORNER, 7 FEET NW OF
 GA3410'AN 18-INCH WALNUT
 GA3410'TREE, AND 3 FEET SW OF A FENCE.  MARK PROJECTS 6 INCHES AND IS
 GA3410'STAMPED BUNKER
 GA3410'HILL 1941.
 GA3410'
 GA3410'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 GA3410'IN CONCRETE.
 GA3410'
 GA3410'REFERENCE MARK NO. 1 IS 50 FEET NE OF A FENCE T-INTERSECTION AND 1
 GA3410'FOOT SE OF A
 GA3410'FENCE.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A
 GA3410'4-INCH CAST-IRON PIPE, PROJECTS
 GA3410'3 INCHES, AND IS STAMPED BUNKER HILL
 GA3410'NO.  1 1941.
 GA3410'
 GA3410'REFERENCE MARK NO. 2 IS 2.5 FEET S OF THE FENCE T-INTERSECTION.  IT
 GA3410'IS A STANDARD DISK
 GA3410'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE,
 GA3410'PROJECTS 3 INCHES, AND IS STAMPED
 GA3410'BUNKER HILL NO.  2 1941.
 GA3410'
 GA3410'THE AZIMUTH MARK IS ABOUT 25 YARDS NNW OF A FARMHOUSE, AND STAMPED
 GA3410'BUNKER HILL 1941.
 GA3410'
 GA3410'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO EASTERLY
 GA3410'ON U.S.  HIGHWAY
 GA3410'11 W FOR 1.2 MILES AND TAKE THE RIGHT FORK LEAVING
 GA3410'U.S.  HIGHWAY 11 W, THENCE CONTINUE
 GA3410'EASTERLY 2.3 MILES AND TURN LEFT
 GA3410'JUST BEFORE CROSSING A BRIDGE, THENCE 0.5 MILE AND
 GA3410'TURN RIGHT ACROSS
 GA3410'A SMALL STREAM, THENCE 2.0 MILES TO A T-INTERSECTION ON A CURVE AND
 GA3410'CURVE RIGHT ON THE
 GA3410'MAIN ROAD AND CONTINUE ABOUT 50 YARDS TO THE TOP
 GA3410'OF A SHORT GRADE AND TURN LEFT ONTO A
 GA3410'FARM ROAD, THENCE 0.3 MILE AND
 GA3410'TAKE THE LEFT FORK THROUGH A WIRE GATE, THENCE PASS TO
 GA3410'THE LEFT OF A
 GA3410'FARMHOUSE AND CONTINUE 0.3 MILE AND CURVE LEFT AT A JUNCTION WITH
 GA3410'ANOTHER FARM ROAD,
 GA3410'THENCE CONTINUE 0.25 MILE TO A FARMHOUSE ON THE
 GA3410'LEFT AND THE AZIMUTH MARK ON THE
 GA3410'RIGHT, THENCE CONTINUE ON THE MAIN
 GA3410'FARM ROAD 0.3 MILE TO THE TOP OF THE HILL AND THE
 GA3410'STATION ON THE
 GA3410'LEFT.
 GA3410'
 GA3410'LIGHTS ELEVATED 87 FEET AT STATION HAWKINS COUNTY MILESTONE AND 10
 GA3410'FEET AT ALL OF THE
 GA3410'OTHER STATIONS OBSERVED WERE VISIBLE FROM 10 FEET
 GA3410'ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0434 ***********************************************************************
 FD0434  DESIGNATION -  BUNKER HILL AZ MK
 FD0434  PID         -  FD0434
 FD0434  STATE/COUNTY-  TN/GILES
 FD0434  USGS QUAD   -  FRANKEWING (1982)
 FD0434
 FD0434                         *CURRENT SURVEY CONTROL
 FD0434  ___________________________________________________________________
 FD0434* NAD 83(1995)-  35 07 51.49791(N)    086 52 29.13139(W)     ADJUSTED  
 FD0434* NAVD 88     -       211.181  (meters)     692.85   (feet)  ADJUSTED  
 FD0434  ___________________________________________________________________
 FD0434  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FD0434  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0434  DYNAMIC HT  -         210.984 (meters)     692.20  (feet)  COMP
 FD0434  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FD0434
 FD0434  HORZ ORDER  -  SECOND
 FD0434  VERT ORDER  -  SECOND    CLASS 0
 FD0434
 FD0434.The horizontal coordinates were established by classical geodetic methods
 FD0434.and adjusted by the National Geodetic Survey in April 1999..
 FD0434
 FD0434.The orthometric height was determined by differential leveling
 FD0434.and adjusted by the National Geodetic Survey in June 1991..
 FD0434
 FD0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0434
 FD0434.The geoid height was determined by GEOID03.
 FD0434
 FD0434.The dynamic height is computed by dividing the NAVD 88
 FD0434.geopotential number by the normal gravity value computed on the
 FD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0434.degrees latitude (g = 980.6199 gals.).
 FD0434
 FD0434.The modeled gravity was interpolated from observed gravity values.
 FD0434
 FD0434;                    North         East     Units Scale Factor Converg.
 FD0434;SPC TN       -    88,855.221   520,271.544   MT  1.00002314   -0 30 43.6
 FD0434;SPC TN       -   291,519.17  1,706,924.22   sFT  1.00002314   -0 30 43.6
 FD0434;UTM  16      - 3,887,574.655   511,410.237   MT  0.99960160   +0 04 19.5
 FD0434
 FD0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0434!SPC TN       -   0.99997119  x   1.00002314  =   0.99999433
 FD0434!UTM  16      -   0.99997119  x   0.99960160  =   0.99957280
 FD0434
 FD0434                          SUPERSEDED SURVEY CONTROL
 FD0434
 FD0434  NAD 83(1995)-  35 07 51.49941(N)    086 52 29.13118(W) AD(       ) 2
 FD0434  NAD 83(1995)-  35 07 51.50240(N)    086 52 29.13460(W) AD(       ) 2
 FD0434  NAD 83(1986)-  35 07 51.50611(N)    086 52 29.13269(W) AD(       ) 2
 FD0434  NAD 27      -  35 07 51.21510(N)    086 52 29.12350(W) AD(       ) 2
 FD0434  NGVD 29 (??/??/92)  211.153  (m)          692.76   (f) ADJ UNCH    2 0
 FD0434
 FD0434.Superseded values are not recommended for survey control.
 FD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0434.See file dsdata.txt to determine how the superseded data were derived.
 FD0434
 FD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1141087575(NAD 83)
 FD0434_MARKER: DZ = AZIMUTH MARK DISK
 FD0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0434_STAMPING: BUNKER HILL 1960
 FD0434_MARK LOGO: CGS   
 FD0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0434+STABILITY: SURFACE MOTION
 FD0434
 FD0434  HISTORY     - Date     Condition        Report By
 FD0434  HISTORY     - 1960     MONUMENTED       CGS
 FD0434  HISTORY     - 1960     GOOD             CGS
 FD0434
 FD0434                          STATION DESCRIPTION
 FD0434
 FD0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0434'TO REACH THE STATION FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON
 FD0434'AN OIL ROAD FOR 0.55 MILE
 FD0434'TO THE AZIMUTH MARK ON THE RIGHT.
 FD0434'
 FD0434'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF AN OIL ROAD, 3.5 FEET
 FD0434'NORTHEAST OF A WITNESS
 FD0434'POST AND 2 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 FD0434'SET IN A 10-INCH SQUARE
 FD0434'CONCRETE POST, FLUSH, AND STAMPED BUNKER HILL
 FD0434'1960
 FD0434
 FD0434                          STATION RECOVERY (1960)
 FD0434
 FD0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0434'0.6 MI S FROM BUNKER HILL.
 FD0434'FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON A PAVED ROAD
 FD0434'FOR 0.6 MILE.  THE AZIMUTH MARK IS 21 FT. WEST OF THE CENTER OF
 FD0434'THE PAVED ROAD, 3.5 FT. NORTHEAST OF A WITNESS SIGN AND 2 FT.
 FD0434'EAST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0434'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2637 ***********************************************************************
 FB2637  DESIGNATION -  BUNKER HILL LOT
 FB2637  PID         -  FB2637
 FB2637  STATE/COUNTY-  TN/BLOUNT
 FB2637  USGS QUAD   -  CALDERWOOD (1964)
 FB2637
 FB2637                         *CURRENT SURVEY CONTROL
 FB2637  ___________________________________________________________________
 FB2637* NAD 83(1995)-  35 31 56.16456(N)    083 56 10.44951(W)     ADJUSTED  
 FB2637* NAVD 88     -       845.5    (meters)    2774.     (feet)  VERTCON   
 FB2637  ___________________________________________________________________
 FB2637  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 FB2637  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FB2637
 FB2637  HORZ ORDER  -  THIRD
 FB2637
 FB2637.The horizontal coordinates were established by classical geodetic methods
 FB2637.and adjusted by the National Geodetic Survey in April 1999..
 FB2637
 FB2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2637
 FB2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2637
 FB2637.The geoid height was determined by GEOID03.
 FB2637
 FB2637;                    North         East     Units Scale Factor Converg.
 FB2637;SPC TN       -   134,994.175   787,148.194   MT  0.99996219   +1 12 29.6
 FB2637;SPC TN       -   442,893.39  2,582,502.03   sFT  0.99996219   +1 12 29.6
 FB2637;UTM  17      - 3,936,038.692   233,772.073   MT  1.00047352   -1 42 26.7
 FB2637;UTM  16      - 3,936,390.979   777,794.398   MT  1.00055109   +1 46 54.1
 FB2637
 FB2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2637!SPC TN       -   0.99987192  x   0.99996219  =   0.99983412
 FB2637!UTM  17      -   0.99987192  x   1.00047352  =   1.00034538
 FB2637!UTM  16      -   0.99987192  x   1.00055109  =   1.00042294
 FB2637
 FB2637                          SUPERSEDED SURVEY CONTROL
 FB2637
 FB2637  NAD 83(1995)-  35 31 56.16895(N)    083 56 10.46012(W) AD(       ) 4
 FB2637  NAD 83(1986)-  35 31 56.16904(N)    083 56 10.45870(W) AD(       ) 4
 FB2637  NAD 27      -  35 31 55.84637(N)    083 56 10.85091(W) AD(       ) 3
 FB2637  NGVD 29 (07/19/86)  845.6    (m)         2774.     (f) VERT ANG       
 FB2637
 FB2637.Superseded values are not recommended for survey control.
 FB2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2637.See file dsdata.txt to determine how the superseded data were derived.
 FB2637
 FB2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3377236039(NAD 83)
 FB2637_MARKER: 57 = LOOKOUT TOWER
 FB2637
 FB2637  HISTORY     - Date     Condition        Report By
 FB2637  HISTORY     - 1964     FIRST OBSERVED   USGS
 FB2637
 FB2637                          STATION DESCRIPTION
 FB2637
 FB2637'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FB2637'CITICO BEACH, 11.6 MI S. OF CITICO SCHOOL ALONG CITICO CREEK ROAD
 FB2637'TO Y-RD., THENCE E. LEFT 7.4 MI TO Y-RD., THENCE SW. LEFT  0.1 MI
 FB2637'TO TOP OF SALT SPRING MOUNTAIN AND STATION, CENTER OF 40 FT STEEL
 FB2637'TOWER WITH CIRCULAR WOODEN CABIN, DESIGNATED---COLD SPRING LOOKOUT
 FB2637'TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0435 ***********************************************************************
 FD0435  DESIGNATION -  BUNKER HILL RM 1
 FD0435  PID         -  FD0435
 FD0435  STATE/COUNTY-  TN/GILES
 FD0435  USGS QUAD   -  ELKTON (1982)
 FD0435
 FD0435                         *CURRENT SURVEY CONTROL
 FD0435  ___________________________________________________________________
 FD0435* NAD 83(1986)-  35 07 21.     (N)    086 52 58.     (W)     SCALED    
 FD0435* NAVD 88     -       277.502  (meters)     910.44   (feet)  ADJUSTED  
 FD0435  ___________________________________________________________________
 FD0435  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0435  DYNAMIC HT  -         277.245 (meters)     909.59  (feet)  COMP
 FD0435  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0435
 FD0435  VERT ORDER  -  SECOND    CLASS 0
 FD0435
 FD0435.The horizontal coordinates were scaled from a topographic map and have
 FD0435.an estimated accuracy of +/- 6 seconds.
 FD0435
 FD0435.The orthometric height was determined by differential leveling
 FD0435.and adjusted by the National Geodetic Survey in June 1991..
 FD0435
 FD0435.The geoid height was determined by GEOID03.
 FD0435
 FD0435.The dynamic height is computed by dividing the NAVD 88
 FD0435.geopotential number by the normal gravity value computed on the
 FD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0435.degrees latitude (g = 980.6199 gals.).
 FD0435
 FD0435.The modeled gravity was interpolated from observed gravity values.
 FD0435
 FD0435;                    North         East    Units  Estimated Accuracy
 FD0435;SPC TN       -    87,920.      519,530.      MT  (+/- 180 meters Scaled)
 FD0435
 FD0435                          SUPERSEDED SURVEY CONTROL
 FD0435
 FD0435  NGVD 29 (??/??/92)  277.475  (m)          910.35   (f) ADJ UNCH    2 0
 FD0435
 FD0435.Superseded values are not recommended for survey control.
 FD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0435.See file dsdata.txt to determine how the superseded data were derived.
 FD0435
 FD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106866(NAD 83)
 FD0435_MARKER: DR = REFERENCE MARK DISK
 FD0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0435_STAMPING: BUNKER HILL NO 1 1960
 FD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0435+STABILITY: SURFACE MOTION
 FD0435
 FD0435  HISTORY     - Date     Condition        Report By
 FD0435  HISTORY     - 1960     MONUMENTED       CGS
 FD0435
 FD0435                          STATION DESCRIPTION
 FD0435
 FD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0435'1.2 MI S FROM BUNKER HILL.
 FD0435'THIS MARK IS LOCATED AT THE BUNKER HILL 1960 STATION SITE, 70
 FD0435'FT. EAST OF THE STATION MARK, 2 FT. WEST OF A 12 INCH CEDAR
 FD0435'TREE AND 1 FT. SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A
 FD0435'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0437 ***********************************************************************
 FD0437  DESIGNATION -  BUNKER HILL RM 2
 FD0437  PID         -  FD0437
 FD0437  STATE/COUNTY-  TN/GILES
 FD0437  USGS QUAD   -  ELKTON (1982)
 FD0437
 FD0437                         *CURRENT SURVEY CONTROL
 FD0437  ___________________________________________________________________
 FD0437* NAD 83(1986)-  35 07 21.     (N)    086 52 58.     (W)     SCALED    
 FD0437* NAVD 88     -       277.590  (meters)     910.73   (feet)  ADJUSTED  
 FD0437  ___________________________________________________________________
 FD0437  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0437  DYNAMIC HT  -         277.332 (meters)     909.88  (feet)  COMP
 FD0437  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0437
 FD0437  VERT ORDER  -  SECOND    CLASS 0
 FD0437
 FD0437.The horizontal coordinates were scaled from a topographic map and have
 FD0437.an estimated accuracy of +/- 6 seconds.
 FD0437
 FD0437.The orthometric height was determined by differential leveling
 FD0437.and adjusted by the National Geodetic Survey in June 1991..
 FD0437
 FD0437.The geoid height was determined by GEOID03.
 FD0437
 FD0437.The dynamic height is computed by dividing the NAVD 88
 FD0437.geopotential number by the normal gravity value computed on the
 FD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0437.degrees latitude (g = 980.6199 gals.).
 FD0437
 FD0437.The modeled gravity was interpolated from observed gravity values.
 FD0437
 FD0437;                    North         East    Units  Estimated Accuracy
 FD0437;SPC TN       -    87,920.      519,530.      MT  (+/- 180 meters Scaled)
 FD0437
 FD0437                          SUPERSEDED SURVEY CONTROL
 FD0437
 FD0437  NGVD 29 (??/??/92)  277.563  (m)          910.64   (f) ADJ UNCH    2 0
 FD0437
 FD0437.Superseded values are not recommended for survey control.
 FD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0437.See file dsdata.txt to determine how the superseded data were derived.
 FD0437
 FD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106866(NAD 83)
 FD0437_MARKER: DR = REFERENCE MARK DISK
 FD0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0437_STAMPING: BUNKER HILL NO 2 1960
 FD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0437+STABILITY: SURFACE MOTION
 FD0437
 FD0437  HISTORY     - Date     Condition        Report By
 FD0437  HISTORY     - 1960     MONUMENTED       CGS
 FD0437
 FD0437                          STATION DESCRIPTION
 FD0437
 FD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0437'1.2 MI S FROM BUNKER HILL.
 FD0437'THIS MARK IS LOCATED AT THE BUNKER HILL 1960 STATION SITE, 72.7
 FD0437'FT. SOUTH OF THE STATION MARK AND 22 FT. EAST OF A FENCE.  THE
 FD0437'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0437'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2557 ***********************************************************************
 GA2557  DESIGNATION -  BURCH
 GA2557  PID         -  GA2557
 GA2557  STATE/COUNTY-  TN/UNION
 GA2557  USGS QUAD   -  GRAVESTON (1987)
 GA2557
 GA2557                         *CURRENT SURVEY CONTROL
 GA2557  ___________________________________________________________________
 GA2557* NAD 83(1995)-  36 12 55.06068(N)    083 51 42.52799(W)     ADJUSTED  
 GA2557* NAVD 88     -       341.387  (meters)    1120.03   (feet)  ADJUSTED  
 GA2557  ___________________________________________________________________
 GA2557  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GA2557  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2557  DYNAMIC HT  -         341.075 (meters)    1119.01  (feet)  COMP
 GA2557  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA2557
 GA2557  HORZ ORDER  -  SECOND
 GA2557  VERT ORDER  -  SECOND    CLASS 0
 GA2557
 GA2557.The horizontal coordinates were established by classical geodetic methods
 GA2557.and adjusted by the National Geodetic Survey in April 1999..
 GA2557
 GA2557.The orthometric height was determined by differential leveling
 GA2557.and adjusted by the National Geodetic Survey in June 1991..
 GA2557
 GA2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2557
 GA2557.The geoid height was determined by GEOID03.
 GA2557
 GA2557.The dynamic height is computed by dividing the NAVD 88
 GA2557.geopotential number by the normal gravity value computed on the
 GA2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2557.degrees latitude (g = 980.6199 gals.).
 GA2557
 GA2557.The modeled gravity was interpolated from observed gravity values.
 GA2557
 GA2557;                    North         East     Units Scale Factor Converg.
 GA2557;SPC TN       -   210,903.890   792,240.454   MT  0.99997048   +1 15 06.4
 GA2557;SPC TN       -   691,940.51  2,599,208.89   sFT  0.99997048   +1 15 06.4
 GA2557;UTM  17      - 4,011,625.929   242,741.894   MT  1.00041552   -1 41 30.3
 GA2557
 GA2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2557!SPC TN       -   0.99995124  x   0.99997048  =   0.99992172
 GA2557!UTM  17      -   0.99995124  x   1.00041552  =   1.00036674
 GA2557
 GA2557|---------------------------------------------------------------------|
 GA2557| PID    Reference Object                     Distance      Geod. Az  |
 GA2557|                                                           dddmmss.s |
 GA2557| GA2558 BURCH RM 1                           23.877 METERS 00500     |
 GA2557| GA2554 BURCH AZ MK                                        0540149.1 |
 GA2557| GA2556 BURCH RM 2                           28.870 METERS 23554     |
 GA2557|---------------------------------------------------------------------|
 GA2557
 GA2557                          SUPERSEDED SURVEY CONTROL
 GA2557
 GA2557  NAD 83(1995)-  36 12 55.06543(N)    083 51 42.52905(W) AD(       ) 2
 GA2557  NAD 83(1995)-  36 12 55.06650(N)    083 51 42.52746(W) AD(       ) 2
 GA2557  NAD 83(1995)-  36 12 55.06808(N)    083 51 42.52930(W) AD(       ) 2
 GA2557  NAD 83(1986)-  36 12 55.07203(N)    083 51 42.52757(W) AD(       ) 2
 GA2557  NAD 27      -  36 12 54.78229(N)    083 51 42.84896(W) AD(       ) 2
 GA2557  NGVD 29 (??/??/92)  341.466  (m)         1120.29   (f) ADJ UNCH    2 0
 GA2557
 GA2557.Superseded values are not recommended for survey control.
 GA2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2557.See file dsdata.txt to determine how the superseded data were derived.
 GA2557
 GA2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4274211626(NAD 83)
 GA2557_MARKER: DD = SURVEY DISK
 GA2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2557_STAMPING: BURCH 1964
 GA2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2557+STABILITY: SURFACE MOTION
 GA2557
 GA2557  HISTORY     - Date     Condition        Report By
 GA2557  HISTORY     - 1964     MONUMENTED       TNHD
 GA2557  HISTORY     - 1964     GOOD             TNHD
 GA2557  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2557  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2557
 GA2557                          STATION DESCRIPTION
 GA2557
 GA2557'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2557'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MAYNARDVILLE.
 GA2557'
 GA2557'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 4.1
 GA2557'MILES SOUTHWEST ON
 GA2557'STATE ROUTE 33 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GA2557'STRAIGHT AHEAD FOR 0.25 MILE
 GA2557'SOUTHWEST ON THE PAVED ROAD TO THE
 GA2557'STATION ON THE RIGHT.
 GA2557'
 GA2557'THE STATION IS 113 FEET NORTH OF A 12-INCH ELM TREE, 33 FEET
 GA2557'SOUTHWEST OF A 30-INCH
 GA2557'TWIN-TRUNKED OAK TREE AND 23 FEET NORTHEAST OF A 24-INCH
 GA2557'TWIN-TRUNKED TULIP POPULAR
 GA2557'TREE.  THE SURFACE AND UNDERGROUND MARKS
 GA2557'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2557'DISK AND THE DISKS ARE
 GA2557'STAMPED BURCH 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA2557'BELOW THE
 GA2557'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2557'CONCRETE MONUMENT.
 GA2557'
 GA2557'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF A 30-INCH TWIN-TRUNKED OAK
 GA2557'TREE AND 7 FEET SOUTHWEST
 GA2557'OF THE APPROXIMATE CENTER OF A STONE AND CEMENT
 GA2557'DRAINAGE DITCH.  IT IS A STANDARD
 GA2557'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2557'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2557'AND THE DISK IS
 GA2557'STAMPED BURCH RM-1 1964.
 GA2557'
 GA2557'REFERENCE MARK NO. 2 IS 44 FEET WEST OF A 24-INCH OAK TREE AND 22
 GA2557'FEET NORTH OF A 13-INCH
 GA2557'ELM TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2557'DISK SET IN A 10-INCH SQUARE,
 GA2557'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2557'IS STAMPED BURCH RM-2 1964.
 GA2557'
 GA2557'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2557'STATE ROUTE 33, 3
 GA2557'FEET SOUTHEAST OF UTILITY POLE NO.  288, 2 FEET NORTHWEST
 GA2557'OF A FENCE AND 1.7 FEET NORTH
 GA2557'OF A WITNESS POST.  IT IS A STANDARD
 GA2557'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2557'10-INCH SQUARE, FLUSH,
 GA2557'CONCRETE MONUMENT AND THE DISK IS STAMPED BURCH AZI 1964.
 GA2557'
 GA2557'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2557'
 GA2557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2557
 GA2557                          STATION RECOVERY (1964)
 GA2557
 GA2557'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2557'4 MI SW FROM MAYNARDVILLE.
 GA2557'FROM THE POST OFFICE IN MAYNARDVILLE, GO 4.35 MILES SOUTHWEST ON
 GA2557'STATE ROUTE 33 TO THE STATION ON THE RIGHT.  THE STATION MARK IS
 GA2557'LOCATED IN A GROVE OF TREES APPROXIMATELY 200 FEET NORTH OF STATE
 GA2557'ROUTE 33 AND ON THE SOUTH SLOPE OF A HILL, 113 FEET NORTH OF A
 GA2557'12-INCH ELM TREE, 33 FEET SOUTHWEST OF A 30-INCH TWIN-TRUNKED OAK
 GA2557'TREE AND 23 FEET NORTHEAST OF A 24-INCH TWIN-TRUNKED TULIP POPLAR
 GA2557'TREE.  THE STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2557'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2557'GROUND.
 GA2557
 GA2557                          STATION RECOVERY (1980)
 GA2557
 GA2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2557'NONE OF THE MARKS WERE FOUND AND ALL ARE ASSUMED DESTROYED BY ROAD
 GA2557'WORK.
 GA2557
 GA2557                          STATION RECOVERY (1980)
 GA2557
 GA2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2554 ***********************************************************************
 GA2554  DESIGNATION -  BURCH AZ MK
 GA2554  PID         -  GA2554
 GA2554  STATE/COUNTY-  TN/UNION
 GA2554  USGS QUAD   -  GRAVESTON (1987)
 GA2554
 GA2554                         *CURRENT SURVEY CONTROL
 GA2554  ___________________________________________________________________
 GA2554* NAD 83(1986)-  36 13 01.     (N)    083 51 33.     (W)     SCALED    
 GA2554* NAVD 88     -       336.651  (meters)    1104.50   (feet)  ADJUSTED  
 GA2554  ___________________________________________________________________
 GA2554  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2554  DYNAMIC HT  -         336.344 (meters)    1103.49  (feet)  COMP
 GA2554  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2554
 GA2554  VERT ORDER  -  SECOND    CLASS 0
 GA2554
 GA2554.The horizontal coordinates were scaled from a topographic map and have
 GA2554.an estimated accuracy of +/- 6 seconds.
 GA2554
 GA2554.The orthometric height was determined by differential leveling
 GA2554.and adjusted by the National Geodetic Survey in June 1991..
 GA2554
 GA2554.The geoid height was determined by GEOID03.
 GA2554
 GA2554.The dynamic height is computed by dividing the NAVD 88
 GA2554.geopotential number by the normal gravity value computed on the
 GA2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2554.degrees latitude (g = 980.6199 gals.).
 GA2554
 GA2554.The modeled gravity was interpolated from observed gravity values.
 GA2554
 GA2554;                    North         East    Units  Estimated Accuracy
 GA2554;SPC TN       -   211,090.      792,470.      MT  (+/- 180 meters Scaled)
 GA2554
 GA2554                          SUPERSEDED SURVEY CONTROL
 GA2554
 GA2554  NGVD 29 (??/??/92)  336.728  (m)         1104.75   (f) ADJ UNCH    2 0
 GA2554
 GA2554.Superseded values are not recommended for survey control.
 GA2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2554.See file dsdata.txt to determine how the superseded data were derived.
 GA2554
 GA2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429118(NAD 83)
 GA2554_MARKER: DD = SURVEY DISK
 GA2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2554_STAMPING: BURCH AZI 1964
 GA2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2554+STABILITY: SURFACE MOTION
 GA2554
 GA2554  HISTORY     - Date     Condition        Report By
 GA2554  HISTORY     - 1964     MONUMENTED       TNHD
 GA2554  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2554
 GA2554                          STATION DESCRIPTION
 GA2554
 GA2554'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2554'4 MI SW FROM MAYNARDVILLE.
 GA2554'FROM THE POST OFFICE IN MAYNARDVILLE, GO 4.1 MILES SOUTHWEST ON
 GA2554'STATE ROUTE 33 TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 GA2554'IS 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2554'3 FEET SOUTHEAST OF UTILITY POLE NO. 288, 2 FEET NORTHWEST OF A
 GA2554'FENCE AND 1.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE
 GA2554'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2554'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2554
 GA2554                          STATION RECOVERY (1980)
 GA2554
 GA2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2558 ***********************************************************************
 GA2558  DESIGNATION -  BURCH RM 1
 GA2558  PID         -  GA2558
 GA2558  STATE/COUNTY-  TN/UNION
 GA2558  USGS QUAD   -  GRAVESTON (1987)
 GA2558
 GA2558                         *CURRENT SURVEY CONTROL
 GA2558  ___________________________________________________________________
 GA2558* NAD 83(1986)-  36 12 55.     (N)    083 51 43.     (W)     SCALED    
 GA2558* NAVD 88     -       343.855  (meters)    1128.13   (feet)  ADJUSTED  
 GA2558  ___________________________________________________________________
 GA2558  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2558  DYNAMIC HT  -         343.541 (meters)    1127.10  (feet)  COMP
 GA2558  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GA2558
 GA2558  VERT ORDER  -  SECOND    CLASS 0
 GA2558
 GA2558.The horizontal coordinates were scaled from a topographic map and have
 GA2558.an estimated accuracy of +/- 6 seconds.
 GA2558
 GA2558.The orthometric height was determined by differential leveling
 GA2558.and adjusted by the National Geodetic Survey in June 1991..
 GA2558
 GA2558.The geoid height was determined by GEOID03.
 GA2558
 GA2558.The dynamic height is computed by dividing the NAVD 88
 GA2558.geopotential number by the normal gravity value computed on the
 GA2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2558.degrees latitude (g = 980.6199 gals.).
 GA2558
 GA2558.The modeled gravity was interpolated from observed gravity values.
 GA2558
 GA2558;                    North         East    Units  Estimated Accuracy
 GA2558;SPC TN       -   210,900.      792,230.      MT  (+/- 180 meters Scaled)
 GA2558
 GA2558                          SUPERSEDED SURVEY CONTROL
 GA2558
 GA2558  NGVD 29 (??/??/92)  343.932  (m)         1128.38   (f) ADJ UNCH    2 0
 GA2558
 GA2558.Superseded values are not recommended for survey control.
 GA2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2558.See file dsdata.txt to determine how the superseded data were derived.
 GA2558
 GA2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA427116(NAD 83)
 GA2558_MARKER: DD = SURVEY DISK
 GA2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2558_STAMPING: BURCH RM-1 1964
 GA2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2558+STABILITY: SURFACE MOTION
 GA2558
 GA2558  HISTORY     - Date     Condition        Report By
 GA2558  HISTORY     - 1964     MONUMENTED       TNHD
 GA2558  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2558
 GA2558                          STATION DESCRIPTION
 GA2558
 GA2558'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2558'4 MI SW FROM MAYNARDVILLE.
 GA2558'THIS MARK IS LOCATED AT THE BURCH 1964 STATION SITE, 51 FEET NORTH
 GA2558'OF A 30-INCH TWIN-TRUNKED OAK TREE, 7 FEET SOUTHWEST OF THE
 GA2558'APPROXIMATE CENTER OF A STONE AND CEMENT DRAINAGE DITCH AND 78
 GA2558'FEET NORTH-NORTHEAST OF THE STATION, THE MARK IS A STANDARD
 GA2558'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2558'MONUMENT FLUSH WITH THE GROUND.
 GA2558
 GA2558                          STATION RECOVERY (1980)
 GA2558
 GA2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2556 ***********************************************************************
 GA2556  DESIGNATION -  BURCH RM 2
 GA2556  PID         -  GA2556
 GA2556  STATE/COUNTY-  TN/UNION
 GA2556  USGS QUAD   -  GRAVESTON (1987)
 GA2556
 GA2556                         *CURRENT SURVEY CONTROL
 GA2556  ___________________________________________________________________
 GA2556* NAD 83(1986)-  36 12 55.     (N)    083 51 43.     (W)     SCALED    
 GA2556* NAVD 88     -       343.232  (meters)    1126.09   (feet)  ADJUSTED  
 GA2556  ___________________________________________________________________
 GA2556  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2556  DYNAMIC HT  -         342.919 (meters)    1125.06  (feet)  COMP
 GA2556  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GA2556
 GA2556  VERT ORDER  -  SECOND    CLASS 0
 GA2556
 GA2556.The horizontal coordinates were scaled from a topographic map and have
 GA2556.an estimated accuracy of +/- 6 seconds.
 GA2556
 GA2556.The orthometric height was determined by differential leveling
 GA2556.and adjusted by the National Geodetic Survey in June 1991..
 GA2556
 GA2556.The geoid height was determined by GEOID03.
 GA2556
 GA2556.The dynamic height is computed by dividing the NAVD 88
 GA2556.geopotential number by the normal gravity value computed on the
 GA2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2556.degrees latitude (g = 980.6199 gals.).
 GA2556
 GA2556.The modeled gravity was interpolated from observed gravity values.
 GA2556
 GA2556;                    North         East    Units  Estimated Accuracy
 GA2556;SPC TN       -   210,900.      792,230.      MT  (+/- 180 meters Scaled)
 GA2556
 GA2556                          SUPERSEDED SURVEY CONTROL
 GA2556
 GA2556  NGVD 29 (??/??/92)  343.311  (m)         1126.35   (f) ADJ UNCH    2 0
 GA2556
 GA2556.Superseded values are not recommended for survey control.
 GA2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2556.See file dsdata.txt to determine how the superseded data were derived.
 GA2556
 GA2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA427116(NAD 83)
 GA2556_MARKER: DD = SURVEY DISK
 GA2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2556_STAMPING: BURCH RM-2 1964
 GA2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2556+STABILITY: SURFACE MOTION
 GA2556
 GA2556  HISTORY     - Date     Condition        Report By
 GA2556  HISTORY     - 1964     MONUMENTED       TNHD
 GA2556  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2556
 GA2556                          STATION DESCRIPTION
 GA2556
 GA2556'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2556'4 MI SW FROM MAYNARDVILLE.
 GA2556'THIS MARK IS LOCATED AT THE BURCH 1964 STATION SITE, 44 FEET WEST
 GA2556'OF A 24-INCH OAK TREE AND 22 FEET NORTH OF A 13-INCH ELM TREE AND
 GA2556'95 FEET SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2556'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2556'FLUSH WITH THE GROUND.
 GA2556
 GA2556                          STATION RECOVERY (1980)
 GA2556
 GA2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2652 ***********************************************************************
 FB2652  DESIGNATION -  BURLINGTON MC CALLA AVE BAP CH
 FB2652  PID         -  FB2652
 FB2652  STATE/COUNTY-  TN/KNOX
 FB2652  USGS QUAD   -  KNOXVILLE (1978)
 FB2652
 FB2652                         *CURRENT SURVEY CONTROL
 FB2652  ___________________________________________________________________
 FB2652* NAD 83(1995)-  35 59 51.99388(N)    083 52 36.76102(W)     ADJUSTED  
 FB2652* NAVD 88     -                                                        
 FB2652  ___________________________________________________________________
 FB2652  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FB2652  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB2652
 FB2652  HORZ ORDER  -  THIRD
 FB2652
 FB2652.The horizontal coordinates were established by classical geodetic methods
 FB2652.and adjusted by the National Geodetic Survey in April 1999..
 FB2652
 FB2652
 FB2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2652
 FB2652.The geoid height was determined by GEOID03.
 FB2652
 FB2652;                    North         East     Units Scale Factor Converg.
 FB2652;SPC TN       -   186,744.970   791,409.765   MT  0.99995247   +1 14 34.7
 FB2652;SPC TN       -   612,679.12  2,596,483.54   sFT  0.99995247   +1 14 34.7
 FB2652;UTM  17      - 3,987,530.259   240,672.575   MT  1.00042874   -1 41 30.6
 FB2652
 FB2652                          SUPERSEDED SURVEY CONTROL
 FB2652
 FB2652  NAD 83(1995)-  35 59 52.00274(N)    083 52 36.75788(W) AD(       ) 4
 FB2652  NAD 83(1986)-  35 59 52.00817(N)    083 52 36.75619(W) AD(       ) 4
 FB2652  NAD 27      -  35 59 51.70600(N)    083 52 37.10200(W) AD(       ) 3
 FB2652
 FB2652.Superseded values are not recommended for survey control.
 FB2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2652.See file dsdata.txt to determine how the superseded data were derived.
 FB2652
 FB2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4067387530(NAD 83)
 FB2652_MARKER: 90 = CHURCH SPIRE
 FB2652
 FB2652  HISTORY     - Date     Condition        Report By
 FB2652  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2652  HISTORY     - 20010322 GOOD             USPSQD
 FB2652
 FB2652                          STATION DESCRIPTION
 FB2652
 FB2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2652'THE STATION IS LOCATED IN THE BURLINGTON SUB-DIVISION OF KNOXVILLE.
 FB2652'IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF MCCALLA AVENUE
 FB2652'SE AND OAKLAND STREET SE.
 FB2652'
 FB2652'THE SPIRE IS ATOP A LARGE BRICK STRUCTURE, IS SHEATHED WITH ALUMINUM,
 FB2652'HAS A BALL FINIAL AT THE APEX OF THE SPIRE, AND AN OVER-ALL HEIGHT OF
 FB2652'80.0 FEET.
 FB2652'
 FB2652'THE FINIAL AT THE APEX OF THE SPIRE WAS THE POINT OBSERVED UPON.
 FB2652
 FB2652                          STATION RECOVERY (2001)
 FB2652
 FB2652'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2652'STATION FOUND IN GOOD CONDITION.  CHANGE ABOVE DESCRIPTION OF MCCALLA
 FB2652'AVENUE SE TO READ M L KING, JR AVE.  CHURCH IS NOW GREATER WARNER
 FB2652'TABERNACLE AME ZION CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2647 ***********************************************************************
 FE2647  DESIGNATION -  BURLISON
 FE2647  PID         -  FE2647
 FE2647  STATE/COUNTY-  TN/TIPTON
 FE2647  USGS QUAD   -  GILT EDGE (1981)
 FE2647
 FE2647                         *CURRENT SURVEY CONTROL
 FE2647  ___________________________________________________________________
 FE2647* NAD 83(1995)-  35 33 25.65668(N)    089 46 44.04874(W)     ADJUSTED  
 FE2647* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FE2647  ___________________________________________________________________
 FE2647  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 FE2647  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE2647
 FE2647  HORZ ORDER  -  SECOND
 FE2647
 FE2647.The horizontal coordinates were established by classical geodetic methods
 FE2647.and adjusted by the National Geodetic Survey in April 1999..
 FE2647
 FE2647.The orthometric height was scaled from a topographic map.
 FE2647
 FE2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2647
 FE2647.The geoid height was determined by GEOID03.
 FE2647
 FE2647;                    North         East     Units Scale Factor Converg.
 FE2647;SPC TN       -   142,392.364   257,484.229   MT  0.99996002   -2 12 44.4
 FE2647;SPC TN       -   467,165.61    844,762.84   sFT  0.99996002   -2 12 44.4
 FE2647;SPC AR N     -   138,040.420   601,346.094   MT  0.99993605   +1 17 32.8
 FE2647;SPC AR N     -   452,887.61  1,972,916.31   sFT  0.99993605   +1 17 32.8
 FE2647;UTM  16      - 3,938,382.824   248,119.062   MT  1.00038190   -1 37 00.6
 FE2647
 FE2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2647!SPC TN       -   0.99998465  x   0.99996002  =   0.99994467
 FE2647!SPC AR N     -   0.99998465  x   0.99993605  =   0.99992070
 FE2647!UTM  16      -   0.99998465  x   1.00038190  =   1.00036655
 FE2647
 FE2647:                Primary Azimuth Mark                     Grid Az
 FE2647:SPC TN       -  FORT PILLOW STATE FARM TANK              018 12 32.3
 FE2647:SPC AR N     -  FORT PILLOW STATE FARM TANK              014 42 15.1
 FE2647:UTM  16      -  FORT PILLOW STATE FARM TANK              017 36 48.5
 FE2647
 FE2647|---------------------------------------------------------------------|
 FE2647| PID    Reference Object                     Distance      Geod. Az  |
 FE2647|                                                           dddmmss.s |
 FE2647| FE2646 FORT PILLOW STATE FARM TANK         APPROX.12.1 KM 0155947.9 |
 FE2647| CG3310 BURLISON RM 1                        28.963 METERS 04322     |
 FE2647| CG3309 BURLISON AZ MK                                     0472500.4 |
 FE2647| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX.12.7 KM 0824544.1 |
 FE2647| FE2643 COVINGTON MUNICIPAL TANK            APPROX.12.0 KM 0854220.2 |
 FE2647| CG3311 BURLISON RM 2                        27.263 METERS 25047     |
 FE2647|---------------------------------------------------------------------|
 FE2647
 FE2647                          SUPERSEDED SURVEY CONTROL
 FE2647
 FE2647  NAD 83(1995)-  35 33 25.66599(N)    089 46 44.05035(W) AD(       ) 2
 FE2647  NAD 83(1986)-  35 33 25.66873(N)    089 46 44.05035(W) AD(       ) 2
 FE2647  NAD 27      -  35 33 25.37660(N)    089 46 43.75660(W) AD(       ) 2
 FE2647
 FE2647.Superseded values are not recommended for survey control.
 FE2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2647.See file dsdata.txt to determine how the superseded data were derived.
 FE2647
 FE2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4811938383(NAD 83)
 FE2647_MARKER: DS = TRIANGULATION STATION DISK
 FE2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2647
 FE2647  HISTORY     - Date     Condition        Report By
 FE2647  HISTORY     - 1958     MONUMENTED       CGS
 FE2647
 FE2647                          STATION DESCRIPTION
 FE2647
 FE2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2647'THE STATION IS ABOUT 7.5 MILES WEST OF COVINGTON, ABOUT 7.5 MILES
 FE2647'NORTH OF MUNFORD AND ON THE GROUNDS OF THE BURLISON ELEMENTARY
 FE2647'SCHOOL.  IT IS 5 FEET NORTHWEST OF A WHITE WITNESS POST, 50 FEET
 FE2647'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59, 120 FEET WEST OF THE
 FE2647'WEST CORNER OF THE SCHOOL BUILDING AND 31 FEET SOUTH OF A POWERLINE
 FE2647'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURLISON
 FE2647'1958.
 FE2647'
 FE2647'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 FE2647'COVINGTON, GO WEST ON STATE HIGHWAY 59 FOR 7.45 MILES TO THE
 FE2647'AZIMUTH MARK ON THE RIGHT, NORTHWEST SIDE OF THE ROAD.  CONTINUE
 FE2647'WESTERLY FOR 0.2 MILE TO THE STATION ON THE LEFT, SOUTHEAST SIDE
 FE2647'OF THE ROAD.
 FE2647'
 FE2647'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A POWERLINE POLE, 28 FEET
 FE2647'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59 AND 64 FEET NORTHWEST
 FE2647'OF THE WEST CORNER OF THE SCHOOL BUILDING.  THE MONUMENT IS FLUSH AND
 FE2647'THE DISK IS STAMPED BURLISON NO 1 1958.
 FE2647'
 FE2647'REFERENCE MARK 2 IS 31 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 FE2647'HIGHWAY 59, 20 FEET NORTHEAST OF A 30 INCH OAK TREE AND 36 FEET
 FE2647'SOUTHWEST OF A POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2647'STAMPED BURLISON NO 2 1958.
 FE2647'
 FE2647'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF THE CENTERLINE OF STATE
 FE2647'HIGHWAY 59, 17 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2647'DRIVEWAY, 4 FEET SOUTHWEST OF A WHITE WITNESS POST, 72 FEET SOUTHEAST
 FE2647'OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 4 FEET SOUTHWEST OF A
 FE2647'POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2647'BURLISON 1958.
 FE2647'
 FE2647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0838 ***********************************************************************
 GD0838  DESIGNATION -  BURRUS BOLT RESET
 GD0838  PID         -  GD0838
 GD0838  STATE/COUNTY-  TN/LAKE
 GD0838  USGS QUAD   -  MOORING (1983)
 GD0838
 GD0838                         *CURRENT SURVEY CONTROL
 GD0838  ___________________________________________________________________
 GD0838* NAD 83(1986)-  36 21 51.     (N)    089 30 23.     (W)     SCALED    
 GD0838* NAVD 88     -        85.700  (meters)     281.17   (feet)  ADJUSTED  
 GD0838  ___________________________________________________________________
 GD0838  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0838  DYNAMIC HT  -          85.631 (meters)     280.94  (feet)  COMP
 GD0838  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GD0838
 GD0838  VERT ORDER  -  FIRST     CLASS II
 GD0838
 GD0838.The horizontal coordinates were scaled from a topographic map and have
 GD0838.an estimated accuracy of +/- 6 seconds.
 GD0838
 GD0838.The orthometric height was determined by differential leveling
 GD0838.and adjusted by the National Geodetic Survey in June 1991..
 GD0838
 GD0838.The geoid height was determined by GEOID03.
 GD0838
 GD0838.The dynamic height is computed by dividing the NAVD 88
 GD0838.geopotential number by the normal gravity value computed on the
 GD0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0838.degrees latitude (g = 980.6199 gals.).
 GD0838
 GD0838.The modeled gravity was interpolated from observed gravity values.
 GD0838
 GD0838;                    North         East    Units  Estimated Accuracy
 GD0838;SPC TN       -   230,960.      285,380.      MT  (+/- 180 meters Scaled)
 GD0838
 GD0838                          SUPERSEDED SURVEY CONTROL
 GD0838
 GD0838  NGVD 29 (??/??/??)   85.619  (m)          280.90   (f) ADJUSTED    1 2
 GD0838
 GD0838.Superseded values are not recommended for survey control.
 GD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0838.See file dsdata.txt to determine how the superseded data were derived.
 GD0838
 GD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF751272(NAD 83)
 GD0838_MARKER: B = BOLT
 GD0838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0838_STAMPING: PBM BURRUS RESET 1949
 GD0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0838
 GD0838  HISTORY     - Date     Condition        Report By
 GD0838  HISTORY     - 1949     MONUMENTED       DOD
 GD0838  HISTORY     - 1957     GOOD             CGS
 GD0838
 GD0838                          STATION DESCRIPTION
 GD0838
 GD0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0838'1.9 MI SW FROM TIPTONVILLE.
 GD0838'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE
 GD0838'AT TIPTONVILLE, NEAR TIPTONVILLE FERRY LANDING ON MISSISSIPPI
 GD0838'RIVER, ABOUT 154 YARDS SOUTHWEST OF TOP OF LEVEE, 66 FEET
 GD0838'SOUTHWEST OF CENTER LINE OF HIGHWAY TO FERRY LANDING, 26 FEET
 GD0838'NORTHWEST OF CENTER LINE OF A DIRT ROAD SOUTHWEST, 5 FEET NORTH
 GD0838'OF A 10-INCH PECAN TREE WITH A WATER GAGE NAILED ON TREE, 303
 GD0838'FEET SOUTHEAST OF SOUTHEAST CORNER OF A 60-FOOT WOODEN BRIDGE,
 GD0838'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND IS A BOLT DIRECTLY UNDER
 GD0838'A U.S.E. PIPE AND CAP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0837 ***********************************************************************
 GD0837  DESIGNATION -  BURRUS CAP RESET
 GD0837  PID         -  GD0837
 GD0837  STATE/COUNTY-  TN/LAKE
 GD0837  USGS QUAD   -  MOORING (1983)
 GD0837
 GD0837                         *CURRENT SURVEY CONTROL
 GD0837  ___________________________________________________________________
 GD0837* NAD 83(1986)-  36 21 51.     (N)    089 30 23.     (W)     SCALED    
 GD0837* NAVD 88     -        86.897  (meters)     285.09   (feet)  ADJUSTED  
 GD0837  ___________________________________________________________________
 GD0837  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0837  DYNAMIC HT  -          86.826 (meters)     284.86  (feet)  COMP
 GD0837  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GD0837
 GD0837  VERT ORDER  -  FIRST     CLASS II
 GD0837
 GD0837.The horizontal coordinates were scaled from a topographic map and have
 GD0837.an estimated accuracy of +/- 6 seconds.
 GD0837
 GD0837.The orthometric height was determined by differential leveling
 GD0837.and adjusted by the National Geodetic Survey in June 1991..
 GD0837
 GD0837.The geoid height was determined by GEOID03.
 GD0837
 GD0837.The dynamic height is computed by dividing the NAVD 88
 GD0837.geopotential number by the normal gravity value computed on the
 GD0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0837.degrees latitude (g = 980.6199 gals.).
 GD0837
 GD0837.The modeled gravity was interpolated from observed gravity values.
 GD0837
 GD0837;                    North         East    Units  Estimated Accuracy
 GD0837;SPC TN       -   230,960.      285,380.      MT  (+/- 180 meters Scaled)
 GD0837
 GD0837                          SUPERSEDED SURVEY CONTROL
 GD0837
 GD0837  NGVD 29 (??/??/??)   86.810  (m)          284.81   (f) ADJUSTED    1 2
 GD0837
 GD0837.Superseded values are not recommended for survey control.
 GD0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0837.See file dsdata.txt to determine how the superseded data were derived.
 GD0837
 GD0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF751272(NAD 83)
 GD0837_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0837_STAMPING: PBM BURRUS RESET 1949
 GD0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0837
 GD0837  HISTORY     - Date     Condition        Report By
 GD0837  HISTORY     - 1949     MONUMENTED       CGS
 GD0837  HISTORY     - 1957     GOOD             CGS
 GD0837
 GD0837                          STATION DESCRIPTION
 GD0837
 GD0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0837'1.9 MI SW FROM TIPTONVILLE.
 GD0837'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT
 GD0837'HOUSE AT TIPTONVILLE, NEAR TIPTONVILLE FERRY LANDING ON
 GD0837'MISSISSIPPI RIVER, ABOUT 154 YARDS SOUTHWEST OF TOP OF LEVEE, 66
 GD0837'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY TO FERRY LANDING, 26
 GD0837'FEET NORTHWEST OF CENTER LINE OF A DIRT ROAD SOUTHWEST, 5 FEET
 GD0837'NORTH OF A 10-INCH PECAN TREE WITH A WATER GAGE NAILED ON TREE,
 GD0837'303 FEET SOUTHEAST OF SOUTHEAST CORNER OF A 60-FOOT WOODEN BRIDGE,
 GD0837'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY A U.S.E. PIPE AND CAP PROJECTING
 GD0837'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2481 ***********************************************************************
 FE2481  DESIGNATION -  BURY
 FE2481  PID         -  FE2481
 FE2481  STATE/COUNTY-  TN/HARDEMAN
 FE2481  USGS QUAD   -  SAULSBURY (1981)
 FE2481
 FE2481                         *CURRENT SURVEY CONTROL
 FE2481  ___________________________________________________________________
 FE2481* NAD 83(1995)-  35 02 08.46784(N)    089 06 58.69689(W)     ADJUSTED  
 FE2481* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2481  ___________________________________________________________________
 FE2481  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FE2481  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE2481
 FE2481  HORZ ORDER  -  THIRD
 FE2481
 FE2481.The horizontal coordinates were established by classical geodetic methods
 FE2481.and adjusted by the National Geodetic Survey in April 1999..
 FE2481
 FE2481.The orthometric height was scaled from a topographic map.
 FE2481
 FE2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2481
 FE2481.The geoid height was determined by GEOID03.
 FE2481
 FE2481;                    North         East     Units Scale Factor Converg.
 FE2481;SPC TN       -    82,454.384   315,677.143   MT  1.00004473   -1 49 27.9
 FE2481;SPC TN       -   270,519.09  1,035,684.09   sFT  1.00004473   -1 49 27.9
 FE2481;SPC MS E     -   613,868.518   274,180.537   MT  0.99995821   -0 09 44.8
 FE2481;SPC MS E     - 2,014,000.30    899,540.65   sFT  0.99995821   -0 09 44.8
 FE2481;UTM  16      - 3,879,047.774   306,952.485   MT  1.00005932   -1 12 55.1
 FE2481
 FE2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2481!SPC TN       -   0.99997232  x   1.00004473  =   1.00001705
 FE2481!SPC MS E     -   0.99997232  x   0.99995821  =   0.99993053
 FE2481!UTM  16      -   0.99997232  x   1.00005932  =   1.00003164
 FE2481
 FE2481|---------------------------------------------------------------------|
 FE2481| PID    Reference Object                     Distance      Geod. Az  |
 FE2481|                                                           dddmmss.s |
 FE2481| CG3313 BURY RM 1                            28.610 METERS 07521     |
 FE2481| CG3314 BURY RM 2                            24.425 METERS 12852     |
 FE2481| CG3312 BURY AZ MK                                         1501924.4 |
 FE2481|---------------------------------------------------------------------|
 FE2481
 FE2481                          SUPERSEDED SURVEY CONTROL
 FE2481
 FE2481  NAD 83(1995)-  35 02 08.46783(N)    089 06 58.69687(W) AD(       ) 3
 FE2481  NAD 83(1995)-  35 02 08.47885(N)    089 06 58.69745(W) AD(       ) 3
 FE2481  NAD 83(1986)-  35 02 08.47906(N)    089 06 58.69670(W) AD(       ) 3
 FE2481  NAD 27      -  35 02 08.16140(N)    089 06 58.46534(W) AD(       ) 3
 FE2481
 FE2481.Superseded values are not recommended for survey control.
 FE2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2481.See file dsdata.txt to determine how the superseded data were derived.
 FE2481
 FE2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0695279048(NAD 83)
 FE2481_MARKER: DS = TRIANGULATION STATION DISK
 FE2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2481
 FE2481  HISTORY     - Date     Condition        Report By
 FE2481  HISTORY     - 1966     MONUMENTED       CGS
 FE2481
 FE2481                          STATION DESCRIPTION
 FE2481
 FE2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2481'STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF GRAND JUNCTION, 4 MILES
 FE2481'EAST OF FAYETTE-HARDEMAN COUNTY LINE, 3 MILES NORTH OF
 FE2481'MISSISSIPPI-TENNESSEE STATE LINE, 2 MILES SOUTHWEST OF SAULSBURY AND
 FE2481'ON PROPERTY OF MR. J.J. SMITH.
 FE2481'
 FE2481'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND TIPPAH
 FE2481'STREET IN GRAND JUNCTION, GO EAST ON STATE HIGHWAY 57 FOR 3.2 MILES
 FE2481'TO A SIDE ROAD RIGHT, (SMITH ROAD), TURN RIGHT AND GO SOUTHEASTERLY
 FE2481'ON BLADED DIRT ROAD FOR 0.5 MILE TO RAILROAD TRACK, CONTINUE
 FE2481'SOUTHEASTERLY FOR 1.35 MILE TO SMITHS FARM BUILDING ON LEFT, TURN
 FE2481'LEFT, NORTH FOR APPROXIMATELY 300 FEET TO GATE ON RIGHT,
 FE2481'TURN RIGHT THROUGH GATE INTO BARN YARD KEPPING RIGHT FOR 100 FEET TO
 FE2481'ANOTHER GATE, PASS THROUGH GATE AND GO SOUTHERLY FOR 0.05 MILE TO
 FE2481'ANOTHER GATE, PASS THROUGH GATE AND TURN LEFT, EAST AND GO 0.1 MILE
 FE2481'ACROSS PASTURE TO STATION AS DESCRIBED.
 FE2481'
 FE2481'STATION MARK, A STANDARD DISK STAMPED BURY 1966, IS SET IN TOP OF A
 FE2481'CONCRETE CYLINDER WHICH IS SET BELOW THE SURFACE OF THE GROUND 14
 FE2481'INCHES. THE MARK IS 96.5 FEET SOUTHWEST OF 40 INCH HARDWOOD TREE WITH
 FE2481'A TRIANGLE BLAZE, 77.5 FEET NORTHWEST OF WOODS AREA, 81.2
 FE2481'FEET NORTHWEST OF WITNESS POST AND 77.5 FEET NORTHWEST OF 10 INCH
 FE2481'PINE TREE WITH TRIANGLE BLAZE.
 FE2481'
 FE2481'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BURY NO 1 1966,
 FE2481'IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 FE2481'THE MARK IS 89.5 FEET SOUTHEAST OF THE TRIANGLE BLAZED HARDWOOD TREE
 FE2481'AND 69 FEET NORTHEAST OF THE TRIANGLE BLAZED PINE TREE.
 FE2481'
 FE2481'REFERENCE MARK 2, A STANDARD DISK STAMPED BURY NO 2 1966, IS SET IN
 FE2481'TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3 INCHES. THE MARK
 FE2481'IS 11 FEET SOUTH OF THE TRIANGLE BLAZED PINE TREE AND 2 FEET NORTH OF
 FE2481'WITNESS POST.
 FE2481'
 FE2481'AZIMUTH MARK, A STANDARD DISK STAMPED BURY 1966, IS SET IN TOP OF A
 FE2481'CONCRETE CYLINDER WHICH PROJECTS ABOUT 8 INCHES. THE MARK IS 15 FEET
 FE2481'EAST-NORTHEAST OF CENTER OF DIRT ROAD, 9.5 FEET NORTHWEST OF CEDAR
 FE2481'TREE, 1.6 FEET NORTHWEST OF WITNESS POST AND IN FENCE LINE.
 FE2481'
 FE2481'TO REACH THE AZIMUTH MARK FROM ENTRANCE TO SMITHS FARM BUILDING FROM
 FE2481'MAIN DIRT ROAD, CONTINUE SOUTHEAST ON BLADED DIRT ROAD 0.35 MILE TO
 FE2481'THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 FE2481'
 FE2481'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0896 ***********************************************************************
 FD0896  DESIGNATION -  BUSBY
 FD0896  PID         -  FD0896
 FD0896  STATE/COUNTY-  TN/LAWRENCE
 FD0896  USGS QUAD   -  LORETTO (1976)
 FD0896
 FD0896                         *CURRENT SURVEY CONTROL
 FD0896  ___________________________________________________________________
 FD0896* NAD 83(1986)-  35 07 26.     (N)    087 23 22.     (W)     SCALED    
 FD0896* NAVD 88     -       287.734  (meters)     944.01   (feet)  ADJUSTED  
 FD0896  ___________________________________________________________________
 FD0896  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0896  DYNAMIC HT  -         287.459 (meters)     943.11  (feet)  COMP
 FD0896  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0896
 FD0896  VERT ORDER  -  FIRST     CLASS II
 FD0896
 FD0896.The horizontal coordinates were scaled from a topographic map and have
 FD0896.an estimated accuracy of +/- 6 seconds.
 FD0896
 FD0896.The orthometric height was determined by differential leveling
 FD0896.and adjusted by the National Geodetic Survey in June 1991..
 FD0896
 FD0896.The geoid height was determined by GEOID03.
 FD0896
 FD0896.The dynamic height is computed by dividing the NAVD 88
 FD0896.geopotential number by the normal gravity value computed on the
 FD0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0896.degrees latitude (g = 980.6199 gals.).
 FD0896
 FD0896.The modeled gravity was interpolated from observed gravity values.
 FD0896
 FD0896;                    North         East    Units  Estimated Accuracy
 FD0896;SPC TN       -    88,610.      473,350.      MT  (+/- 180 meters Scaled)
 FD0896
 FD0896                          SUPERSEDED SURVEY CONTROL
 FD0896
 FD0896  NGVD 29 (??/??/92)  287.688  (m)          943.86   (f) ADJ UNCH    1 2
 FD0896
 FD0896.Superseded values are not recommended for survey control.
 FD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0896.See file dsdata.txt to determine how the superseded data were derived.
 FD0896
 FD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD645868(NAD 83)
 FD0896_MARKER: DD = SURVEY DISK
 FD0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0896_STAMPING: BUSBY 1962
 FD0896_MARK LOGO: TNHD  
 FD0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0896+STABILITY: SURFACE MOTION
 FD0896
 FD0896  HISTORY     - Date     Condition        Report By
 FD0896  HISTORY     - 1962     MONUMENTED       TNHD
 FD0896  HISTORY     - 1983     GOOD             NGS
 FD0896
 FD0896                          STATION DESCRIPTION
 FD0896
 FD0896'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0896'3.5 MI SW FROM LEOMA.
 FD0896'FROM THE POST OFFICE IN LEOMA, GO SOUTHWEST ON U.S. HIGHWAY 43
 FD0896'FOR 3.55 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 47
 FD0896'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 33 FEET
 FD0896'WEST-SOUTHWEST OF A TELEPHONE POLE, 32.5 FEET WEST-SOUTHWEST
 FD0896'OF A WITNESS POST, AND 31 FEET SOUTHEAST OF A 6-INCH OAK TREE.
 FD0896'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0896'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2
 FD0896'INCHES ABOVE THE GROUND.
 FD0896
 FD0896                          STATION RECOVERY (1983)
 FD0896
 FD0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1561 ***********************************************************************
 FD1561  DESIGNATION -  BUSBY
 FD1561  PID         -  FD1561
 FD1561  STATE/COUNTY-  TN/LAWRENCE
 FD1561  USGS QUAD   -  LORETTO (1976)
 FD1561
 FD1561                         *CURRENT SURVEY CONTROL
 FD1561  ___________________________________________________________________
 FD1561* NAD 83(1995)-  35 07 25.95346(N)    087 23 23.97888(W)     ADJUSTED  
 FD1561* NAVD 88     -       287.8    (meters)     944.     (feet)  VERTCON   
 FD1561  ___________________________________________________________________
 FD1561  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FD1561  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD1561
 FD1561  HORZ ORDER  -  SECOND
 FD1561
 FD1561.The horizontal coordinates were established by classical geodetic methods
 FD1561.and adjusted by the National Geodetic Survey in April 1999..
 FD1561
 FD1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1561
 FD1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1561
 FD1561.The geoid height was determined by GEOID03.
 FD1561
 FD1561;                    North         East     Units Scale Factor Converg.
 FD1561;SPC TN       -    88,611.412   473,302.644   MT  1.00002465   -0 48 49.5
 FD1561;SPC TN       -   290,719.27  1,552,827.09   sFT  1.00002465   -0 48 49.5
 FD1561;UTM  16      - 3,886,850.158   464,466.013   MT  0.99961556   -0 13 27.8
 FD1561
 FD1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1561!SPC TN       -   0.99995915  x   1.00002465  =   0.99998380
 FD1561!UTM  16      -   0.99995915  x   0.99961556  =   0.99957472
 FD1561
 FD1561|---------------------------------------------------------------------|
 FD1561| PID    Reference Object                     Distance      Geod. Az  |
 FD1561|                                                           dddmmss.s |
 FD1561| CG4930 BUSBY RM 1                           25.673 METERS 05009     |
 FD1561| CG4931 BUSBY RM 2                           25.867 METERS 21846     |
 FD1561| FD0894 BUSBY AZ MK                                        2221135.2 |
 FD1561|---------------------------------------------------------------------|
 FD1561
 FD1561                          SUPERSEDED SURVEY CONTROL
 FD1561
 FD1561  NAD 83(1995)-  35 07 25.95336(N)    087 23 23.98076(W) AD(       ) 2
 FD1561  NAD 83(1995)-  35 07 25.96229(N)    087 23 23.98264(W) AD(       ) 2
 FD1561  NAD 83(1986)-  35 07 25.96435(N)    087 23 23.98222(W) AD(       ) 2
 FD1561  NAD 27      -  35 07 25.66500(N)    087 23 23.90200(W) AD(       ) 2
 FD1561  NGVD 29 (07/19/86)  287.8    (m)          944.     (f) VERT ANG       
 FD1561
 FD1561.Superseded values are not recommended for survey control.
 FD1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1561.See file dsdata.txt to determine how the superseded data were derived.
 FD1561
 FD1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6446686850(NAD 83)
 FD1561_MARKER: DD = SURVEY DISK
 FD1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1561
 FD1561  HISTORY     - Date     Condition        Report By
 FD1561  HISTORY     - 1962     MONUMENTED       TNHD
 FD1561
 FD1561                          STATION DESCRIPTION
 FD1561
 FD1561'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1561'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF LEOMA AND ABOUT 2
 FD1561'MILES NORTHEAST OF BUSBY  SWITCH.
 FD1561'
 FD1561'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTHWEST ON U
 FD1561'S HIGHWAY 43 FOR 3.55 MILES
 FD1561'TO THE STATION ON THE RIGHT.
 FD1561'
 FD1561'THE STATION IS 47 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U S
 FD1561'HIGHWAY 43, 33 FEET
 FD1561'WEST-SOUTHWEST OF A TELEPHONE POLE, 32.5 FEET WEST-SOUTHWEST
 FD1561'OF A WITNESS POST, AND 31
 FD1561'FEET SOUTHEAST OF A 6-INCH OAK TREE.  THE
 FD1561'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1561'TENNESSEE HIGHWAY
 FD1561'DEPARTMENT DISKS STAMPED BUSBY 1962.  THE UNDERGROUND MARK IS
 FD1561'ABOUT 30 INCHES
 FD1561'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH,
 FD1561'SQUARE, CONCRETE MONUMENT
 FD1561'THAT PROJECTS 2 INCHES.
 FD1561'
 FD1561'REFERENCE MARK NO 1 IS 51 FEET NORTHEAST OF A TELEPHONE POLE, 40 FEET
 FD1561'NORTHWEST OF THE APPROXIMATE
 FD1561'CENTER OF U S HIGHWAY 43 AND 19 FEET SOUTH OF A
 FD1561'6-INCH OAK TREE.  IT IS A STANDARD
 FD1561'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1561'SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1561'PROJECTS 2 INCHES
 FD1561'AND THE DISK IS STAMPED BUSBY RM 1 1962.
 FD1561'
 FD1561'REFERENCE MARK NO 2 IS 39 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1561'U S HIGHWAY 43 AND 30
 FD1561'FEET EAST OF A 6-INCH OAK TREE.  IT IS A STANDARD
 FD1561'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1561'SET IN A 10-INCH, SQUARE, CONCRETE
 FD1561'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 FD1561'STAMPED BUSBY RM 2 1962.
 FD1561'
 FD1561'THE AZIMUTH MARK IS 38 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U
 FD1561'S HIGHWAY 43, 3.0 FEET
 FD1561'NORTHEAST OF POWER POLE NO 159 AND 2.0 FEET NORTHEAST OF
 FD1561'A WITNESS POST.  IT IS A
 FD1561'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1561'REFERENCE MARK DISK SET IN A 10-INCH,
 FD1561'SQUARE, CONCRETE MONUMENT THAT
 FD1561'PROJECTS 3 INCHES AND THE DISK IS STAMPED BUSBY AZI 1962.
 FD1561'1962.
 FD1561'
 FD1561'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON U S
 FD1561'HIGHWAY 43 FOR 0.3 MILE TO
 FD1561'THE AZIMUTH MARK ON THE LEFT.
 FD1561'
 FD1561'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD1561'
 FD1561'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0894 ***********************************************************************
 FD0894  DESIGNATION -  BUSBY AZ MK
 FD0894  PID         -  FD0894
 FD0894  STATE/COUNTY-  TN/LAWRENCE
 FD0894  USGS QUAD   -  LORETTO (1976)
 FD0894
 FD0894                         *CURRENT SURVEY CONTROL
 FD0894  ___________________________________________________________________
 FD0894* NAD 83(1986)-  35 07 14.     (N)    087 23 36.     (W)     SCALED    
 FD0894* NAVD 88     -       282.687  (meters)     927.45   (feet)  ADJUSTED  
 FD0894  ___________________________________________________________________
 FD0894  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0894  DYNAMIC HT  -         282.416 (meters)     926.56  (feet)  COMP
 FD0894  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FD0894
 FD0894  VERT ORDER  -  FIRST     CLASS II
 FD0894
 FD0894.The horizontal coordinates were scaled from a topographic map and have
 FD0894.an estimated accuracy of +/- 6 seconds.
 FD0894
 FD0894.The orthometric height was determined by differential leveling
 FD0894.and adjusted by the National Geodetic Survey in June 1991..
 FD0894
 FD0894.The geoid height was determined by GEOID03.
 FD0894
 FD0894.The dynamic height is computed by dividing the NAVD 88
 FD0894.geopotential number by the normal gravity value computed on the
 FD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0894.degrees latitude (g = 980.6199 gals.).
 FD0894
 FD0894.The modeled gravity was interpolated from observed gravity values.
 FD0894
 FD0894;                    North         East    Units  Estimated Accuracy
 FD0894;SPC TN       -    88,250.      472,990.      MT  (+/- 180 meters Scaled)
 FD0894
 FD0894                          SUPERSEDED SURVEY CONTROL
 FD0894
 FD0894.No superseded survey control is available for this station.
 FD0894
 FD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD641864(NAD 83)
 FD0894_MARKER: DD = SURVEY DISK
 FD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0894_STAMPING: BUSBY AZI 1962
 FD0894_MARK LOGO: TNHD  
 FD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0894+STABILITY: SURFACE MOTION
 FD0894
 FD0894  HISTORY     - Date     Condition        Report By
 FD0894  HISTORY     - 1962     MONUMENTED       TNHD
 FD0894  HISTORY     - 1983     GOOD             NGS
 FD0894
 FD0894                          STATION DESCRIPTION
 FD0894
 FD0894'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0894'3.5 MI SW FROM LEOMA.
 FD0894'FROM THE POST OFFICE IN LEOMA, GO SOUTHWEST ON U.S. HIGHWAY 43
 FD0894'FOR 3.85 MILES TO THE MARK ON THE LEFT, 38 FEET SOUTHEAST OF THE
 FD0894'APPROXIMATE CENTER OF U.S. HIGHWAY 43, 3.0 FEET NORTHEAST OF
 FD0894'POWER POLE NO. 159 AND 2.0 FEET NORTHEAST OF A WITNESS POST.
 FD0894'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0894'A 10-INCH SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 FD0894'THE SURFACE.
 FD0894
 FD0894                          STATION RECOVERY (1983)
 FD0894
 FD0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0894'RECOVERED IN GOOD CONDITION.  NOTE, 18.3 METERS (60.0 FT) NORTHEAST OF
 FD0894'THE APPROXIMATE CENTER OF A FIELD ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0897 ***********************************************************************
 FD0897  DESIGNATION -  BUSBY RM 1
 FD0897  PID         -  FD0897
 FD0897  STATE/COUNTY-  TN/LAWRENCE
 FD0897  USGS QUAD   -  LORETTO (1976)
 FD0897
 FD0897                         *CURRENT SURVEY CONTROL
 FD0897  ___________________________________________________________________
 FD0897* NAD 83(1986)-  35 07 26.     (N)    087 23 22.     (W)     SCALED    
 FD0897* NAVD 88     -       286.680  (meters)     940.55   (feet)  ADJUSTED  
 FD0897  ___________________________________________________________________
 FD0897  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0897  DYNAMIC HT  -         286.405 (meters)     939.65  (feet)  COMP
 FD0897  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0897
 FD0897  VERT ORDER  -  SECOND    CLASS 0
 FD0897
 FD0897.The horizontal coordinates were scaled from a topographic map and have
 FD0897.an estimated accuracy of +/- 6 seconds.
 FD0897
 FD0897.The orthometric height was determined by differential leveling
 FD0897.and adjusted by the National Geodetic Survey in June 1991..
 FD0897
 FD0897.The geoid height was determined by GEOID03.
 FD0897
 FD0897.The dynamic height is computed by dividing the NAVD 88
 FD0897.geopotential number by the normal gravity value computed on the
 FD0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0897.degrees latitude (g = 980.6199 gals.).
 FD0897
 FD0897.The modeled gravity was interpolated from observed gravity values.
 FD0897
 FD0897;                    North         East    Units  Estimated Accuracy
 FD0897;SPC TN       -    88,610.      473,350.      MT  (+/- 180 meters Scaled)
 FD0897
 FD0897                          SUPERSEDED SURVEY CONTROL
 FD0897
 FD0897  NGVD 29 (??/??/92)  286.632  (m)          940.39   (f) ADJ UNCH    2 0
 FD0897
 FD0897.Superseded values are not recommended for survey control.
 FD0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0897.See file dsdata.txt to determine how the superseded data were derived.
 FD0897
 FD0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD645868(NAD 83)
 FD0897_MARKER: DD = SURVEY DISK
 FD0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0897_STAMPING: BUSBY RM-1 1962
 FD0897_MARK LOGO: TNHD  
 FD0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0897+STABILITY: SURFACE MOTION
 FD0897
 FD0897  HISTORY     - Date     Condition        Report By
 FD0897  HISTORY     - 1962     MONUMENTED       TNHD
 FD0897  HISTORY     - 1983     GOOD             NGS
 FD0897
 FD0897                          STATION DESCRIPTION
 FD0897
 FD0897'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0897'3.5 MI SW FROM LEOMA.
 FD0897'THIS MARK IS LOCATED THE BUSBY 1962 STATION SITE, 51 FEET
 FD0897'NORTHEAST OF A TELEPHONE POLE, 40 FEET NORTHWEST OF THE CENTERLINE
 FD0897'OF U.S. HIGHWAY 43, 19 FEET SOUTH OF A 6-INCH OAK TREE AND 84
 FD0897'FEET NORTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0897'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0897'MONUMENT, FLUSH WITH THE GROUND.
 FD0897
 FD0897                          STATION RECOVERY (1983)
 FD0897
 FD0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0897'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DIRECTION TO READ
 FD0897'5.3 KM (3.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE
 FD0897'IN LEOMA.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0895 ***********************************************************************
 FD0895  DESIGNATION -  BUSBY RM 2
 FD0895  PID         -  FD0895
 FD0895  STATE/COUNTY-  TN/LAWRENCE
 FD0895  USGS QUAD   -  LORETTO (1976)
 FD0895
 FD0895                         *CURRENT SURVEY CONTROL
 FD0895  ___________________________________________________________________
 FD0895* NAD 83(1986)-  35 07 26.     (N)    087 23 22.     (W)     SCALED    
 FD0895* NAVD 88     -       287.075  (meters)     941.85   (feet)  ADJUSTED  
 FD0895  ___________________________________________________________________
 FD0895  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0895  DYNAMIC HT  -         286.800 (meters)     940.94  (feet)  COMP
 FD0895  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0895
 FD0895  VERT ORDER  -  SECOND    CLASS 0
 FD0895
 FD0895.The horizontal coordinates were scaled from a topographic map and have
 FD0895.an estimated accuracy of +/- 6 seconds.
 FD0895
 FD0895.The orthometric height was determined by differential leveling
 FD0895.and adjusted by the National Geodetic Survey in June 1991..
 FD0895
 FD0895.The geoid height was determined by GEOID03.
 FD0895
 FD0895.The dynamic height is computed by dividing the NAVD 88
 FD0895.geopotential number by the normal gravity value computed on the
 FD0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0895.degrees latitude (g = 980.6199 gals.).
 FD0895
 FD0895.The modeled gravity was interpolated from observed gravity values.
 FD0895
 FD0895;                    North         East    Units  Estimated Accuracy
 FD0895;SPC TN       -    88,610.      473,350.      MT  (+/- 180 meters Scaled)
 FD0895
 FD0895                          SUPERSEDED SURVEY CONTROL
 FD0895
 FD0895  NGVD 29 (??/??/92)  287.027  (m)          941.69   (f) ADJ UNCH    2 0
 FD0895
 FD0895.Superseded values are not recommended for survey control.
 FD0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0895.See file dsdata.txt to determine how the superseded data were derived.
 FD0895
 FD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD645868(NAD 83)
 FD0895_MARKER: DD = SURVEY DISK
 FD0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0895_STAMPING: BUSBY RM-1 1962
 FD0895_MARK LOGO: TNHD  
 FD0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0895+STABILITY: SURFACE MOTION
 FD0895
 FD0895  HISTORY     - Date     Condition        Report By
 FD0895  HISTORY     - 1962     MONUMENTED       TNHD
 FD0895  HISTORY     - 1983     GOOD             NGS
 FD0895
 FD0895                          STATION DESCRIPTION
 FD0895
 FD0895'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0895'3.5 MI SW FROM LEOMA.
 FD0895'THIS MARK IS LOCATED AT THE BUSBY 1962 STATION SITE, 39 FEET
 FD0895'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 43 AND 30 FEET EAST
 FD0895'OF A 6-INCH OAK TREE, AND 85 FEET SOUTHWEST OF THE STATION.
 FD0895'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0895'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH
 FD0895'ABOVE THE GROUND.
 FD0895
 FD0895                          STATION RECOVERY (1983)
 FD0895
 FD0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0895'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DIRECTION TO READ
 FD0895'5.3 KM (3.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE
 FD0895'IN LEOMA.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1409 ***********************************************************************
 FD1409  DESIGNATION -  BUSH
 FD1409  PID         -  FD1409
 FD1409  STATE/COUNTY-  TN/COFFEE
 FD1409  USGS QUAD   -  BEECHGROVE (1981)
 FD1409
 FD1409                         *CURRENT SURVEY CONTROL
 FD1409  ___________________________________________________________________
 FD1409* NAD 83(1995)-  35 42 14.94681(N)    086 12 19.26593(W)     ADJUSTED  
 FD1409* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 FD1409  ___________________________________________________________________
 FD1409  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FD1409  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD1409
 FD1409  HORZ ORDER  -  SECOND
 FD1409
 FD1409.The horizontal coordinates were established by classical geodetic methods
 FD1409.and adjusted by the National Geodetic Survey in April 1999..
 FD1409
 FD1409.The orthometric height was scaled from a topographic map.
 FD1409
 FD1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1409
 FD1409.The geoid height was determined by GEOID03.
 FD1409
 FD1409;                    North         East     Units Scale Factor Converg.
 FD1409;SPC TN       -   152,110.395   581,416.756   MT  0.99995096   -0 07 12.8
 FD1409;SPC TN       -   499,048.85  1,907,531.47   sFT  0.99995096   -0 07 12.8
 FD1409;UTM  16      - 3,951,426.324   571,887.053   MT  0.99966368   +0 27 49.6
 FD1409
 FD1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1409!SPC TN       -   0.99993954  x   0.99995096  =   0.99989050
 FD1409!UTM  16      -   0.99993954  x   0.99966368  =   0.99960324
 FD1409
 FD1409:                Primary Azimuth Mark                     Grid Az
 FD1409:SPC TN       -  SHORT MOUNTAINS RESET                    048 50 03.1
 FD1409:UTM  16      -  SHORT MOUNTAINS RESET                    048 15 00.7
 FD1409
 FD1409|---------------------------------------------------------------------|
 FD1409| PID    Reference Object                     Distance      Geod. Az  |
 FD1409|                                                           dddmmss.s |
 FD1409| FC1921 SHORT MOUNTAINS RESET               APPROX.27.9 KM 0484250.3 |
 FD1409| CG4932 BUSH RM 1 AZIMUTH                                  13153     |
 FD1409| CG4933 BUSH RM 2                            53.130 METERS 16459     |
 FD1409| CG4934 BUSH RM 3                            71.009 METERS 23341     |
 FD1409|---------------------------------------------------------------------|
 FD1409
 FD1409                          SUPERSEDED SURVEY CONTROL
 FD1409
 FD1409  NAD 83(1995)-  35 42 14.95255(N)    086 12 19.26688(W) AD(       ) 2
 FD1409  NAD 83(1986)-  35 42 14.95715(N)    086 12 19.26498(W) AD(       ) 2
 FD1409  NAD 27      -  35 42 14.70200(N)    086 12 19.28600(W) AD(       ) 2
 FD1409
 FD1409.Superseded values are not recommended for survey control.
 FD1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1409.See file dsdata.txt to determine how the superseded data were derived.
 FD1409
 FD1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7188751426(NAD 83)
 FD1409_MARKER: DS = TRIANGULATION STATION DISK
 FD1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1409
 FD1409  HISTORY     - Date     Condition        Report By
 FD1409  HISTORY     - 1934     MONUMENTED       CGS
 FD1409
 FD1409                          STATION DESCRIPTION
 FD1409
 FD1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1409'ABOUT 4.9 MILES NORTH-NORTHWEST OF HOODEE, ABOUT 3.4 MILES SOUTHWEST
 FD1409'OF BRADYVILLE,
 FD1409'ABOUT 0.1 MILE EAST-NORTHEAST OF CORNER OF COFFEE,
 FD1409'CANNON, AND RUTHERFORD COUNTIES,
 FD1409'AND ON COFFEE-CANNON COUNTY LINE.
 FD1409'TO REACH FROM BRADYVILLE, GO THROUGH TOWN BY MAIN
 FD1409'HIGHWAY TO SOUTHERN
 FD1409'OUTSKIRTS, FOLLOW DIRT ROAD SOUTHWEST 3.8 MILES TO TOP OF GRADE,
 FD1409'TURN NORTH UP EAST
 FD1409'SIDE OF HILL, AND CONTINUE NORTH 0.25 MILE TO POINT
 FD1409'WHERE ROAD CROSSES TOP OF HILL.
 FD1409'STATION IS ON HIGHEST POINT OF LARGE
 FD1409'CLEARED HILL, ABOUT 50 YARDS SOUTH OF LINE OF TREES
 FD1409'ALONG SOUTH EDGE
 FD1409'OF CLEARED SUMMIT, 170 FEET NORTH OF FENCE LINE ALONG SOUTH EDGE OF
 FD1409'CLEARED SUMMIT,
 FD1409'AND 200 FEET NORTH OF ROAD CROSSING SUMMIT.  SURFACE
 FD1409'AND UNDERGROUND MARKS ARE STANDARD
 FD1409'DISK STATION MARKS IN CONCRETE.
 FD1409'REFERENCE AND AZIMUTH MARKS ARE
 FD1409'STANDARD REFERENCE
 FD1409'DISKS IN CONCRETE.  NO 1 (AZIMUTH MARK) IS IN SOUTHEAST
 FD1409'CORNER OF FENCED
 FD1409'SUMMIT OF HILL, AT SHARP BEND IN ROAD, 10 FEET NORTH
 FD1409'OF ROAD, 40 FEET NORTHWEST OF
 FD1409'3-FOOT DEAD CHESTNUT-OAK TREE, AND 175
 FD1409'YARDS FROM STATION S 48 DEG 07 MIN E.
 FD1409'NO 2 IS 4 FEET
 FD1409'NORTH OF SOUTH FENCE LINE AND 174.31 FEET FROM STATION
 FD1409'S 15 DEG 01 MIN E.
 FD1409'NO 3 IS 5 FEET NORTH OF SOUTH FENCE AND 232.97 FEET FROM
 FD1409'STATION S 53 DEG 41 MIN W.
 FD1409'STATION SHORT MOUNTAINS (SEE
 FD1409'DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS
 FD1409'VISIBLE FROM THE
 FD1409'GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2251 ***********************************************************************
 GC2251  DESIGNATION -  BUSH
 GC2251  PID         -  GC2251
 GC2251  STATE/COUNTY-  TN/DAVIDSON
 GC2251  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2251
 GC2251                         *CURRENT SURVEY CONTROL
 GC2251  ___________________________________________________________________
 GC2251* NAD 83(1995)-  36 11 43.71608(N)    086 47 10.65765(W)     ADJUSTED  
 GC2251* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 GC2251  ___________________________________________________________________
 GC2251  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC2251  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2251
 GC2251  HORZ ORDER  -  SECOND
 GC2251
 GC2251.The horizontal coordinates were established by classical geodetic methods
 GC2251.and adjusted by the National Geodetic Survey in April 1999..
 GC2251
 GC2251.The orthometric height was scaled from a topographic map.
 GC2251
 GC2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2251
 GC2251.The geoid height was determined by GEOID03.
 GC2251
 GC2251;                    North         East     Units Scale Factor Converg.
 GC2251;SPC TN       -   206,888.895   529,283.232   MT  0.99996824   -0 27 37.2
 GC2251;SPC TN       -   678,767.98  1,736,490.07   sFT  0.99996824   -0 27 37.2
 GC2251;UTM  16      - 4,005,651.190   519,213.201   MT  0.99960455   +0 07 34.3
 GC2251
 GC2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2251!SPC TN       -   0.99998499  x   0.99996824  =   0.99995323
 GC2251!UTM  16      -   0.99998499  x   0.99960455  =   0.99958955
 GC2251
 GC2251:                Primary Azimuth Mark                     Grid Az
 GC2251:SPC TN       -  BUSH AZ MK                               004 54 26.7
 GC2251:UTM  16      -  BUSH AZ MK                               004 19 15.2
 GC2251
 GC2251|---------------------------------------------------------------------|
 GC2251| PID    Reference Object                     Distance      Geod. Az  |
 GC2251|                                                           dddmmss.s |
 GC2251| CG4935 BUSH AZ MK                                         0042649.5 |
 GC2251| GC2344 NASHVILLE RADIO STA WLAC MAST       APPROX. 8.8 KM 0165409.5 |
 GC2251| CG4936 BUSH RM 1                            12.936 METERS 14546     |
 GC2251| CG4939 BUSH RM 4                            14.180 METERS 17208     |
 GC2251| CG4937 BUSH RM 2                            13.514 METERS 32137     |
 GC2251| CG4938 BUSH RM 3                            12.894 METERS 35209     |
 GC2251|---------------------------------------------------------------------|
 GC2251
 GC2251                          SUPERSEDED SURVEY CONTROL
 GC2251
 GC2251  NAD 83(1995)-  36 11 43.71799(N)    086 47 10.65958(W) AD(       ) 2
 GC2251  NAD 83(1995)-  36 11 43.72032(N)    086 47 10.65990(W) AD(       ) 2
 GC2251  NAD 83(1986)-  36 11 43.72623(N)    086 47 10.66075(W) AD(       ) 2
 GC2251  NAD 27      -  36 11 43.52480(N)    086 47 10.66570(W) AD(       ) 2
 GC2251
 GC2251.Superseded values are not recommended for survey control.
 GC2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2251.See file dsdata.txt to determine how the superseded data were derived.
 GC2251
 GC2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1921305651(NAD 83)
 GC2251_MARKER: DS = TRIANGULATION STATION DISK
 GC2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2251
 GC2251  HISTORY     - Date     Condition        Report By
 GC2251  HISTORY     - 1959     MONUMENTED       CGS
 GC2251  HISTORY     - 1971     GOOD             NGS
 GC2251  HISTORY     - 1973     GOOD             USE
 GC2251
 GC2251                          STATION DESCRIPTION
 GC2251
 GC2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2251'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN NASHVILLE AND
 GC2251'ALONG THE WEST BANK OF THE CUMBERLAND RIVER.
 GC2251'
 GC2251'TO REACH THE STATION FROM THE JEFFERSON ST. BRIDGE, GO NORTH ON THIRD
 GC2251'AVE. NORTH, FOR 0.4 MILE TO VANBUREN ST., TURN RIGHT, EAST, AND
 GC2251'GO 0.05 MILE TO SECOND AVE. NORTH, TURN LEFT, NORTH, AND GO 0.3 MILE
 GC2251'TO A FORK, TAKE RIGHT FORK AND GO 0.25 MILE TO A GATE ON THE LEFT
 GC2251'AND A GATE ON THE RIGHT, KEEP RIGHT AND GO NORTH FOR 0.4 MILE TO THE
 GC2251'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.2 MILE
 GC2251'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2251'
 GC2251'THE STATION IS 13 FEET EAST OF THE CENTER OF A FARM ROAD, 4 FEET
 GC2251'SOUTHEAST OF A WITNESS POST AND 3 FEET EAST OF A FENCE. IT IS A
 GC2251'STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS
 GC2251'STAMPED BUSH 1959.
 GC2251'
 GC2251'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF A POWER LINE POLE, 11
 GC2251'FEET EAST OF THE CENTER OF A FARM ROAD AND 1 FOOT EAST OF A
 GC2251'FENCE.  IT IS A STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE
 GC2251'AND THE DISK IS STAMPED BUSH NO 1 1959.
 GC2251'
 GC2251'REFERENCE MARK NO. 2 IS 13 FEET EAST OF THE CENTER OF A FARM ROAD AND
 GC2251'1 FOOT EAST OF A FENCE.  IT IS A STANDARD DISK SET FLUSH WITH THE
 GC2251'SURROUNDING SURFACE AND THE DISK IS STAMPED BUSH NO 2 1959.
 GC2251'
 GC2251'THE AZIMUTH MARK IS 9 FEET WEST OF THE CENTER OF A FARM ROAD, 2 FEET
 GC2251'NORTH OF A POWER LINE POLE AND 1-1/2 FEET EAST OF WITNESS POST.  IT
 GC2251'IS A STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE
 GC2251'DISK IS STAMPED BUSH 1959.
 GC2251
 GC2251                          STATION RECOVERY (1971)
 GC2251
 GC2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC2251'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GC2251'GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2 WAS
 GC2251'FOUND COMPLETELY UPROOTED AND REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 GC2251'THESE MARKS WERE DESTROYED DURING THE CONSTRUCTION OF A TEMPORARY
 GC2251'ROAD LEADING INTO METRO CENTER.  THE CONCRETE MONUMENT FOR OLD R. M.
 GC2251'NO. 2 WAS RESET AND FIRMLY CEMENTED AND TAMPED, AND THE DISK ALTERED
 GC2251'TO READ BUSH 1959 NO 4 1971.  ONE NEW MONUMENT WAS POURED FOR THE NEW
 GC2251'R. M. NO. 3.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 GC2251'OBSERVED UPON ALL OBJECTS USING THE AZIMUTH MARK AS THE INITIAL.
 GC2251'
 GC2251'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2251'
 GC2251'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE CENTER OF DOWNTOWN
 GC2251'NASHVILLE, ALONG THE NORTHEAST RIGHT-OF-WAY OF THE NEW LEVEE ROAD
 GC2251'LEADING INTO THE METRO CENTER HEADQUARTERS, AND IS ON METROPOLITAN
 GC2251'NASHVILLE PROPERTY, ALONG THE WEST BANK OF THE CUMBERLAND RIVER.
 GC2251'
 GC2251'TO REACH THE STATION FROM THE WEST END OF THE JEFFERSON STREET BRIDGE
 GC2251'OVER THE CUMBERLAND RIVER, GO NORTH ON THIRD AVENUE N. FOR 0.45
 GC2251'OF A MILE TO VAN BUREN STREET.  HERE TURN RIGHT ON VAN BUREN STREET
 GC2251'AND GO EAST FOR 0.05 OF A MILE TO SECOND AVENUE N.  HERE TURN LEFT
 GC2251'ON SECOND AVENUE N. AND GO NORTH FOR 0.3 OF A MILE TO THE METRO
 GC2251'CENTRAL WASTE WATER TREATMENT PLANT ON THE LEFT AND CEMENT PLANT
 GC2251'ROAD ON THE RIGHT.  HERE TURN RIGHT ON CEMENT PLANT ROAD AND GO
 GC2251'NORTHEASTERLY AND NORTH FOR 0.15 OF A MILE TO A LARGE METAL
 GC2251'GATE AT THE SOUTH EDGE OF THE METRO CENTER PROPERTY.  PASS THROUGH
 GC2251'THIS GATE AND CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 0.4 OF A MILE
 GC2251'TO THE AZIMUTH MARK ON THE LEFT JUST AFTER PASSING UNDER THE
 GC2251'INTERSTATE ROUTE 265 OVERPASS.  CONTINUE NORTHWESTERLY ON THE
 GC2251'GRAVELED ROAD FOR 0.25 OF A MILE TO THE STATION ON THE RIGHT AS
 GC2251'DESCRIBED.
 GC2251'
 GC2251'THE STATION IS ABOUT 0.15 OF A MILE SOUTHEAST OF THE METRO CENTER
 GC2251'HEADQUARTERS, 68.5 FEET NORTHWEST OF A GUYED UTILITY POLE NO 9
 GC2251'8601-312, 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF LEVEE ROAD,
 GC2251'13 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A TEMPORARY ROAD,
 GC2251'1.5 FEET SOUTHWEST OF THE EDGE OF SLOPE DOWN TO THE CUMBERLAND RIVER,
 GC2251'AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 GC2251'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC2251'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED BUSH
 GC2251'1959.
 GC2251'
 GC2251'REFERENCE MARK NO. 3 IS 50 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2251'OF LEVEE ROAD, 26.5 FEET NORTHWEST OF GUYED UTILITY POLE NO.
 GC2251'8601-312, 12 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC2251'TEMPORARY ROAD, 3 FEET SOUTHWEST OF THE EDGE OF THE EDGE OF THE
 GC2251'SLOPE DOWN TO THE RIVER, AND 0.9 OF A FOOT SOUTHWEST OF A METAL
 GC2251'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC2251'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GC2251'IS STAMPED BUSH 1959 NO 3 1971.
 GC2251'
 GC2251'REFERENCE MARK NO. 4 IS 115 FEET NORTHWEST OF GUYED UTILITY POLE NO.
 GC2251'8601-312, 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF LEVEE
 GC2251'ROAD, 12 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE TEMPORARY
 GC2251'ROAD, 2 FEET SOUTHWEST OF THE EDGE OF THE SLOPE DOWN TO THE RIVER,
 GC2251'AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC2251'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC2251'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BUSH 1959 NO 4
 GC2251'1971.
 GC2251'
 GC2251'DUE TO THE MARKS BEING VERY NEARLY IN LINE ACROSS THE STATION, NO
 GC2251'EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GC2251'
 GC2251'THE AZIMUTH MARK 127 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC2251'INTERSTATE ROUTE 265 RIGHT-OF-WAY FENCE, 179 FEET NORTH- NORTHWEST
 GC2251'OF A POINT DIRECTLY UNDER THE CENTER OF THE INTERSTATE OVERPASS
 GC2251'STRUCTURE, 21.5 FEET WEST-SOUTHWEST AND ACROSS A GRAVELED ROAD FROM
 GC2251'UTILITY POLE NO. 8611-15, 11 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GC2251'CENTER OF THE GRAVELED ROAD, 2.0 FEET NORTHWEST OF POWERLINE
 GC2251'TRANSFORMER POLE NO9 8611-16, 1.6 FEET EAST OF THE CENTER OF A LARGE
 GC2251'WATER METER VALVE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 GC2251'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2251'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GC2251'BUSH 1959.
 GC2251'AIRLINE DISTANCE AND DIRECTION
 GC2251'FROM NEAREST TOWN IN NORTH CENTRAL SECTOR OF NASHVILLE.
 GC2251
 GC2251                          STATION RECOVERY (1973)
 GC2251
 GC2251'RECOVERY NOTE BY US ENGINEERS 1973 (JG)
 GC2251'BUSH 1959 IN GOOD CONDITION.
 GC2251'RM NO. 3 IN GOOD CONDITION.
 GC2251'RM NO. 4 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2276 ***********************************************************************
 FE2276  DESIGNATION -  BUTLER
 FE2276  PID         -  FE2276
 FE2276  STATE/COUNTY-  TN/MADISON
 FE2276  USGS QUAD   -  MEDON (1981)
 FE2276
 FE2276                         *CURRENT SURVEY CONTROL
 FE2276  ___________________________________________________________________
 FE2276* NAD 83(1995)-  35 29 50.58986(N)    088 47 31.82192(W)     ADJUSTED  
 FE2276* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 FE2276  ___________________________________________________________________
 FE2276  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2276  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2276
 FE2276  HORZ ORDER  -  SECOND
 FE2276
 FE2276.The horizontal coordinates were established by classical geodetic methods
 FE2276.and adjusted by the National Geodetic Survey in April 1999..
 FE2276
 FE2276.The orthometric height was scaled from a topographic map.
 FE2276
 FE2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2276
 FE2276.The geoid height was determined by GEOID03.
 FE2276
 FE2276;                    North         East     Units Scale Factor Converg.
 FE2276;SPC TN       -   132,764.410   346,702.748   MT  0.99996556   -1 38 04.7
 FE2276;SPC TN       -   435,577.90  1,137,473.93   sFT  0.99996556   -1 38 04.7
 FE2276;UTM  16      - 3,929,680.039   337,448.324   MT  0.99992562   -1 02 27.2
 FE2276
 FE2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2276!SPC TN       -   0.99997649  x   0.99996556  =   0.99994205
 FE2276!UTM  16      -   0.99997649  x   0.99992562  =   0.99990211
 FE2276
 FE2276|---------------------------------------------------------------------|
 FE2276| PID    Reference Object                     Distance      Geod. Az  |
 FE2276|                                                           dddmmss.s |
 FE2276| FE2277 BUTLER RM 1                          47.327 METERS 02439     |
 FE2276| FE0482 PINSON                              APPROX. 7.6 KM 0892605.1 |
 FE2276| FE2267 HENDERSON BLACK TANK                APPROX.15.2 KM 1143907.6 |
 FE2276| CG3315 BUTLER AZ MK                                       1735202.9 |
 FE2276| CG3316 BUTLER RM 2                          64.057 METERS 30302     |
 FE2276| FE2348 BEMIS BROS BAG COMPANY TANK         APPROX. 9.0 KM 3424537.3 |
 FE2276| FE2367 JACKSON WOOD PRODUCTS TALL STK      APPROX.11.7 KM 3563522.4 |
 FE2276|---------------------------------------------------------------------|
 FE2276
 FE2276                          SUPERSEDED SURVEY CONTROL
 FE2276
 FE2276  NAD 83(1995)-  35 29 50.59553(N)    088 47 31.82702(W) AD(       ) 2
 FE2276  NAD 83(1986)-  35 29 50.60155(N)    088 47 31.82291(W) AD(       ) 2
 FE2276  NAD 27      -  35 29 50.32800(N)    088 47 31.62000(W) AD(       ) 2
 FE2276
 FE2276.Superseded values are not recommended for survey control.
 FE2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2276.See file dsdata.txt to determine how the superseded data were derived.
 FE2276
 FE2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3744829680(NAD 83)
 FE2276_MARKER: DS = TRIANGULATION STATION DISK
 FE2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2276
 FE2276  HISTORY     - Date     Condition        Report By
 FE2276  HISTORY     - 1934     MONUMENTED       CGS
 FE2276  HISTORY     - 1958     GOOD             CGS
 FE2276
 FE2276                          STATION DESCRIPTION
 FE2276
 FE2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2276'ABOUT 8 MILES SOUTH OF JACKSON, ON PROPERTY OF O.C. BUTLER.  TO REACH
 FE2276'FROM GULF FILLING STATION AT MALESUS (ABOUT 5 MILES SOUTH OF
 FE2276'JACKSON), GO NORTH 0.1 MILE ON STATE ROUTE 18 AND TURN RIGHT (EAST)
 FE2276'ONTO GRAVEL ROAD, TAKE RIGHT FORK AT 0.55 MILE AND CONTINUE 3.0
 FE2276'MILES TO FORKS AT ADE SCHOOL, TAKE RIGHT FORK AND PROCEED 1.4 MILES
 FE2276'TO FORKS, TURN RIGHT INTO BUTLER PROPERTY AND PROCEED TO STATION SITE
 FE2276'ON HIGHEST PART OF SMALL WOODED KNOLL, ABOUT 200 FEET SOUTH OF MR.
 FE2276'BUTLERS HOUSE, 40 FEET NORTHWEST OF SMALL FAMILY CEMETERY, AND 92
 FE2276'FEET SOUTH OF CENTER LINE OF FARM ROAD.  SURFACE AND
 FE2276'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2276'UPPER MARK PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE AND
 FE2276'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2276'NO. 1 IS IN BUTLERS YARD, 2 FEET EAST OF FENCE CORNER, 45 FEET
 FE2276'SOUTHEAST OF SOUTHEAST CORNER OF PORCH, AND 156.30 FEET FROM STATION
 FE2276'N 24 DEG 39 MIN E. NO. 2 IS IN CLEARED FIELD, ABOUT 20 FEET
 FE2276'SOUTH OF CENTER OF FARM ROAD, AND 210.16 FEET FROM STATION
 FE2276'N 56 DEG 58 MIN W. AZIMUTH MARK IS IN PASTURE, 6 FEET WEST OF WIRE
 FE2276'FENCE, 21 FEET WEST OF CENTER LINE OF COUNTY ROAD, 110 FEET
 FE2276'WEST-NORTHWEST OF ABANDONED CABIN, AND 0.2 MILE FROM STATION
 FE2276'S 6 DEG 08 MIN E.
 FE2276
 FE2276                          STATION RECOVERY (1958)
 FE2276
 FE2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2276'THE STATION WAS RECOVERED AND THE DIRECTION BETWEEN THE REFERENCE
 FE2276'MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 FE2276'REFERENCE MARK 1 WAS TRAVERSED TO AND THE DISTANCE IS 155.28 FEET
 FE2276'(47.327 METERS).  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 FE2276'DUE TO PINE TREES THAT HAVE GROWN UP.  THE PARKBURG LOOKOUT TOWER HAS
 FE2276'BEEN BUILT OVER THE STATION.  A NEW TO REACH FOLLOWS.
 FE2276'
 FE2276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2276'HIGHWAY 18, ABOUT 4 MILES SOUTH OF JACKSON, GO SOUTH ON HIGHWAY
 FE2276'45 FOR 1.25 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.3
 FE2276'MILES TO A CROSSROAD.  TURN LEFT AND GO 1.05 MILES TO A
 FE2276'Y-INTERSECTION.  BEAR RIGHT AND GO 1.05 MILES TO A Y-INTERSECTION.
 FE2276'BEAR RIGHT AND GO 0.3 MILE TO A Y-INTERSECTION.* BEAR RIGHT FOR
 FE2276'0.05 MILE TO THE STATION ON THE LEFT.
 FE2276'
 FE2276'*TO REACH THE AZIMUTH MARK FROM THIS POINT BEAR LEFT FOR 0.25 MILE TO
 FE2276'THE MARK ON THE RIGHT.
 FE2276'
 FE2276'PARKBURG LOOKOUT TOWER IS A 4 LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 FE2276'OBSERVATION PLATFORM ON TOP.  THE TOTAL HEIGHT IS 92 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2406 ***********************************************************************
 GB2406  DESIGNATION -  BUTLER
 GB2406  PID         -  GB2406
 GB2406  STATE/COUNTY-  TN/CLAY
 GB2406  USGS QUAD   -  BURRISTOWN (1979)
 GB2406
 GB2406                         *CURRENT SURVEY CONTROL
 GB2406  ___________________________________________________________________
 GB2406* NAD 83(1995)-  36 28 34.55487(N)    085 34 01.34876(W)     ADJUSTED  
 GB2406* NAVD 88     -       281.5    (meters)     924.     (feet)  VERTCON   
 GB2406  ___________________________________________________________________
 GB2406  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GB2406  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB2406
 GB2406  HORZ ORDER  -  THIRD
 GB2406
 GB2406.The horizontal coordinates were established by classical geodetic methods
 GB2406.and adjusted by the National Geodetic Survey in April 1999..
 GB2406
 GB2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2406
 GB2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2406
 GB2406.The geoid height was determined by GEOID03.
 GB2406
 GB2406;                    North         East     Units Scale Factor Converg.
 GB2406;SPC TN       -   237,848.028   638,801.384   MT  1.00001111   +0 15 12.5
 GB2406;SPC TN       -   780,339.74  2,095,800.87   sFT  1.00001111   +0 15 12.5
 GB2406;UTM  16      - 4,037,729.775   628,372.108   MT  0.99980304   +0 51 07.2
 GB2406
 GB2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2406!SPC TN       -   0.99996059  x   1.00001111  =   0.99997170
 GB2406!UTM  16      -   0.99996059  x   0.99980304  =   0.99976364
 GB2406
 GB2406|---------------------------------------------------------------------|
 GB2406| PID    Reference Object                     Distance      Geod. Az  |
 GB2406|                                                           dddmmss.s |
 GB2406| CG4941 BUTLER RM 1                          10.917 METERS 05933     |
 GB2406| CG4942 BUTLER RM 2                          14.001 METERS 16338     |
 GB2406| CG4940 BUTLER AZ MK                                       3291237.3 |
 GB2406|---------------------------------------------------------------------|
 GB2406
 GB2406                          SUPERSEDED SURVEY CONTROL
 GB2406
 GB2406  NAD 83(1995)-  36 28 34.55580(N)    085 34 01.34944(W) AD(       ) 3
 GB2406  NAD 83(1995)-  36 28 34.56329(N)    085 34 01.35372(W) AD(       ) 3
 GB2406  NAD 83(1986)-  36 28 34.56515(N)    085 34 01.35314(W) AD(       ) 3
 GB2406  NAD 27      -  36 28 34.34200(N)    085 34 01.45400(W) AD(       ) 3
 GB2406  NGVD 29 (07/19/86)  281.6    (m)          924.     (f) VERT ANG       
 GB2406
 GB2406.Superseded values are not recommended for survey control.
 GB2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2406.See file dsdata.txt to determine how the superseded data were derived.
 GB2406
 GB2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2837237730(NAD 83)
 GB2406_MARKER: DS = TRIANGULATION STATION DISK
 GB2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2406
 GB2406  HISTORY     - Date     Condition        Report By
 GB2406  HISTORY     - 1949     MONUMENTED       CGS
 GB2406  HISTORY     - 1966     GOOD             TNHD
 GB2406
 GB2406                          STATION DESCRIPTION
 GB2406
 GB2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2406'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CELINA ON THE EAST END
 GB2406'OF A HIGH RIDGE AND ON PROPERTY OWNED BY MR. JEFF LOFTES. IT IS
 GB2406'ABOUT 500 FEET SOUTHWEST FROM THE SUMMIT OF HIGHWAY GRADE AND A SMALL
 GB2406'CABIN, 240 FEET SOUTHEAST OF A GATE POST, 150 FEET SOUTH OF THE
 GB2406'CENTER OF STATE HIGHWAY NO. 53 AND 5 FEET WEST OF A WHITE WITNESS
 GB2406'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED BUTLER 1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 1 IS 150 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 GB2406'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BUTLER NO. 1
 GB2406'1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE RIDGE. THE MARK
 GB2406'PROJECTS 8 INCHES AND THE DISK IS STAMPED BUTLER NO. 2 1949.
 GB2406'
 GB2406'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1
 GB2406'FOOT NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A GATE
 GB2406'POST. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BUTLER 1949.
 GB2406'
 GB2406'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 52 AND
 GB2406'53, 1 MILE SOUTH OF CELINA, GO SOUTHWEST ON HIGHWAY 53 FOR 6.7 MILES
 GB2406'TO THE TOP OF A HIGH RIDGE AND SMALL CABIN AND THE STATION ON THE
 GB2406'LEFT AS DESCRIBED, CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.2 MILES TO
 GB2406'A GATE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2406'
 GB2406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2406
 GB2406                          STATION RECOVERY (1966)
 GB2406
 GB2406'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2406'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. DUE TO
 GB2406'CHANGES AT THE STATION SITE, A NEW AND COMPLETE DESCRIPTION
 GB2406'FOLLOWS.
 GB2406'
 GB2406'THE STATION IS ABOUT 6 MILES SOUTHWEST OF CELINA.
 GB2406'
 GB2406'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 GB2406'ROUTE 53, ABOUT 1 MILE SOUTH OF CELINA, GO SOUTHWESTERLY
 GB2406'ON STATE ROUTE 53 FOR 6.7 MILES TO THE TOP OF A RIDGE AND A DIM TRACK
 GB2406'ROAD ON THE LEFT,* TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.05
 GB2406'MILE TO THE STATION ON THE RIGHT.
 GB2406'
 GB2406'THE STATION IS 200 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2406'ROUTE 53, AT THE TOP OF A SMALL HILL AND 46 FEET NORTH OF A 4-INCH
 GB2406'OAK TREE WITH A TRIANGULAR BLAZE. THE SURFACE MARK IS A STANDARD
 GB2406'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A
 GB2406'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2406'BUTLER 1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 1 IS 45 FEET WEST OF A CLEARED FIELD. THE MARK IS
 GB2406'A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2406'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND
 GB2406'THE DISK IS STAMPED BUTLER NO. 1 1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CLEARED FIELD AND 16 FEET
 GB2406'EAST OF THE 4-INCH OAK TREE WITH A TRIANGULAR BLAZE. THE MARK IS
 GB2406'A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2406'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND
 GB2406'THE DISK IS STAMPED BUTLER NO. 2 1949.
 GB2406'
 GB2406'THE AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2406'STATE ROUTE 53, 1.4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST
 GB2406'AND 1 FOOT EAST OF A GATEPOST. THE MARK IS A STANDARD U.S.C. AND G.S.
 GB2406'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB2406'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BULTER
 GB2406'1949.
 GB2406'
 GB2406'TO REACH THE AZIMUTH MARK,* CONTINUE ON STATE ROUTE 53 FOR 0.2 MILES
 GB2406'TO THE MARK ON THE LEFT.
 GB2406'
 GB2406'ALL OBSERVATIONS WERE MADE FROM A 24 FOOT STEEL TOWER.
 GB2406'
 GB2406'NOTE-ON COMPLETION OF THE RELOCATION OF STATE ROUTE 53, NOW IN
 GB2406'PROGRESS, THIS DESCRIPTION WILL NO LONGER BE ADEQUATE.
 GB2406'
 GB2406'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GB2406'
 GB2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2277 ***********************************************************************
 FE2277  DESIGNATION -  BUTLER RM 1
 FE2277  PID         -  FE2277
 FE2277  STATE/COUNTY-  TN/MADISON
 FE2277  USGS QUAD   -  MEDON (1981)
 FE2277
 FE2277                         *CURRENT SURVEY CONTROL
 FE2277  ___________________________________________________________________
 FE2277* NAD 83(1995)-  35 29 51.98546(N)    088 47 31.03849(W)     ADJUSTED  
 FE2277* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 FE2277  ___________________________________________________________________
 FE2277  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2277  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2277
 FE2277  HORZ ORDER  -  SECOND
 FE2277
 FE2277.The horizontal coordinates were established by classical geodetic methods
 FE2277.and adjusted by the National Geodetic Survey in April 1999..
 FE2277
 FE2277.The orthometric height was scaled from a topographic map.
 FE2277
 FE2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2277
 FE2277.The geoid height was determined by GEOID03.
 FE2277
 FE2277;                    North         East     Units Scale Factor Converg.
 FE2277;SPC TN       -   132,806.840   346,723.711   MT  0.99996552   -1 38 04.3
 FE2277;SPC TN       -   435,717.11  1,137,542.71   sFT  0.99996552   -1 38 04.3
 FE2277;UTM  16      - 3,929,722.682   337,468.846   MT  0.99992554   -1 02 26.8
 FE2277
 FE2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2277!SPC TN       -   0.99997649  x   0.99996552  =   0.99994201
 FE2277!UTM  16      -   0.99997649  x   0.99992554  =   0.99990203
 FE2277
 FE2277:                Primary Azimuth Mark                     Grid Az
 FE2277:SPC TN       -  NORTON HILL RAD KIE 36 MAST              022 31 10.1
 FE2277:UTM  16      -  NORTON HILL RAD KIE 36 MAST              021 55 32.6
 FE2277
 FE2277|---------------------------------------------------------------------|
 FE2277| PID    Reference Object                     Distance      Geod. Az  |
 FE2277|                                                           dddmmss.s |
 FE2277| FE2373 NORTON HILL RAD KIE 36 MAST         APPROX. 3.8 KM 0205305.8 |
 FE2277| CG3315 BUTLER AZ MK                                       1770111.9 |
 FE2277| FE2276 BUTLER                               47.327 METERS 20439     |
 FE2277| CG3316 BUTLER RM 2                                        26338     |
 FE2277| FE2333 JACKSON RAD STA KIJ 653 MAST        APPROX.15.4 KM 3415607.4 |
 FE2277| FE2365 JACKSON STATE RADIO MAST            APPROX.13.6 KM 3431058.0 |
 FE2277|---------------------------------------------------------------------|
 FE2277
 FE2277                          SUPERSEDED SURVEY CONTROL
 FE2277
 FE2277  NAD 83(1995)-  35 29 51.99113(N)    088 47 31.04358(W) AD(       ) 2
 FE2277  NAD 83(1986)-  35 29 51.99717(N)    088 47 31.03947(W) AD(       ) 2
 FE2277  NAD 27      -  35 29 51.72400(N)    088 47 30.83600(W) AD(       ) 2
 FE2277
 FE2277.Superseded values are not recommended for survey control.
 FE2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2277.See file dsdata.txt to determine how the superseded data were derived.
 FE2277
 FE2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3746929723(NAD 83)
 FE2277_MARKER: DR = REFERENCE MARK DISK
 FE2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2277_STAMPING: BUTLER NO 1 1934
 FE2277_MARK LOGO: CGS   
 FE2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2277+STABILITY: SURFACE MOTION
 FE2277
 FE2277  HISTORY     - Date     Condition        Report By
 FE2277  HISTORY     - 1958     MONUMENTED       CGS
 FE2277
 FE2277                          STATION DESCRIPTION
 FE2277
 FE2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2277'THE STATION IS ABOUT 9 MILES SOUTH OF JACKSON, ABOUT 5 MILES
 FE2277'NORTHEAST OF MEDON AND ON PROPERTY OWNED BY MR. O.C.  BUTLER.
 FE2277'IT IS 33 FEET NORTHEAST OF A FENCE, 65 FEET NORTHEAST OF THE
 FE2277'CENTERLINE OF A GRAVELED ROAD AND 25 FEET EAST OF THE SOUTH 1 OF 2
 FE2277'SMALL CEDAR TREES.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 FE2277'STAMPED BUTLER NO 1 1934.
 FE2277'
 FE2277'BUTLER 1934 IS 15 FEET SOUTHEAST OF A WHITE WITNESS POST, 94 FEET
 FE2277'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND IN THE APPROXIMATE
 FE2277'CENTER OF THE BASE OF THE PARKBURG LOOKOUT TOWER.  THE MONUMENT
 FE2277'PROJECTS 8 INCHES AND THE DISK IS STAMPED BUTLER 1934.
 FE2277'
 FE2277'REFERENCE MARK 2 IS 18 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2277'ROAD AND 10 FEET NORTH OF A TRIANGULAR BLAZED OAK TREE.  THE
 FE2277'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED
 FE2277'DUE TO THE TERRAIN.  THE MONUMENT PROJECTS 8 INCHES AND THE
 FE2277'DISK IS STAMPED BUTLER NO 2 1934.
 FE2277'
 FE2277'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WHITE WITNESS POST, 22 FEET
 FE2277'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 7 FEET NORTH OF THE
 FE2277'CENTER OF A FIELD ROAD.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 FE2277'IS STAMPED BUTLER 1934.
 FE2277'
 FE2277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2277'HIGHWAY 18, ABOUT 4 MILES SOUTH OF JACKSON, GO SOUTH ON HIGHWAY
 FE2277'45 FOR 1.25 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO 1.3 MILES
 FE2277'TO A CROSSROAD.  TURN LEFT AND GO 1.05 MILES TO A Y-INTERSECTION.
 FE2277'BEAR RIGHT AND GO 1.05 MILES TO A Y-INTERSECTION.  BEAR RIGHT AND GO
 FE2277'0.3 MILE TO A Y-INTERSECTION.* BEAR RIGHT FOR 0.05 MILE TO THE
 FE2277'STATION ON THE LEFT.
 FE2277'
 FE2277'*TO REACH THE AZIMUTH MARK FROM THIS POINT BEAR LEFT FOR 0.25 MILE TO
 FE2277'THE MARK ON THE RIGHT.
 FE2277'
 FE2277'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0195 ***********************************************************************
 FC0195  DESIGNATION -  BUTTER
 FC0195  PID         -  FC0195
 FC0195  STATE/COUNTY-  TN/ROANE
 FC0195  USGS QUAD   -  CAVE CREEK (1989)
 FC0195
 FC0195                         *CURRENT SURVEY CONTROL
 FC0195  ___________________________________________________________________
 FC0195* NAD 83(1995)-  35 51 37.39588(N)    084 23 55.60869(W)     ADJUSTED  
 FC0195* NAVD 88     -       256.176  (meters)     840.47   (feet)  ADJUSTED  
 FC0195  ___________________________________________________________________
 FC0195  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FC0195  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0195  DYNAMIC HT  -         255.932 (meters)     839.67  (feet)  COMP
 FC0195  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0195
 FC0195  HORZ ORDER  -  SECOND
 FC0195  VERT ORDER  -  SECOND    CLASS 0
 FC0195
 FC0195.The horizontal coordinates were established by classical geodetic methods
 FC0195.and adjusted by the National Geodetic Survey in April 1999..
 FC0195
 FC0195.The orthometric height was determined by differential leveling
 FC0195.and adjusted by the National Geodetic Survey in June 1991..
 FC0195
 FC0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0195
 FC0195.The geoid height was determined by GEOID03.
 FC0195
 FC0195.The dynamic height is computed by dividing the NAVD 88
 FC0195.geopotential number by the normal gravity value computed on the
 FC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0195.degrees latitude (g = 980.6199 gals.).
 FC0195
 FC0195.The modeled gravity was interpolated from observed gravity values.
 FC0195
 FC0195;                    North         East     Units Scale Factor Converg.
 FC0195;SPC TN       -   170,608.188   744,612.022   MT  0.99994851   +0 56 14.7
 FC0195;SPC TN       -   559,737.03  2,442,947.94   sFT  0.99994851   +0 56 14.7
 FC0195;UTM  16      - 3,971,588.253   734,879.806   MT  1.00027985   +1 31 28.3
 FC0195
 FC0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0195!SPC TN       -   0.99996459  x   0.99994851  =   0.99991310
 FC0195!UTM  16      -   0.99996459  x   1.00027985  =   1.00024443
 FC0195
 FC0195:                Primary Azimuth Mark                     Grid Az
 FC0195:SPC TN       -  TOWER                                    057 03 56.2
 FC0195:UTM  16      -  TOWER                                    056 28 42.6
 FC0195
 FC0195|---------------------------------------------------------------------|
 FC0195| PID    Reference Object                     Distance      Geod. Az  |
 FC0195|                                                           dddmmss.s |
 FC0195| FC0200 TOWER                               APPROX. 4.0 KM 0580010.9 |
 FC0195| FC0196 BUTTER RM 1                           6.709 METERS 07759     |
 FC0195| FC0194 BUTTER RM 2                           8.211 METERS 24742     |
 FC0195|---------------------------------------------------------------------|
 FC0195
 FC0195                          SUPERSEDED SURVEY CONTROL
 FC0195
 FC0195  NAD 83(1995)-  35 51 37.40589(N)    084 23 55.60866(W) AD(       ) 2
 FC0195  NAD 83(1986)-  35 51 37.41163(N)    084 23 55.60663(W) AD(       ) 2
 FC0195  NAD 27      -  35 51 37.12990(N)    084 23 55.88000(W) AD(       ) 2
 FC0195  NGVD 29 (??/??/92)  256.282  (m)          840.82   (f) ADJ UNCH    2 0
 FC0195
 FC0195.Superseded values are not recommended for survey control.
 FC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0195.See file dsdata.txt to determine how the superseded data were derived.
 FC0195
 FC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3488071588(NAD 83)
 FC0195_MARKER: DE = TRAVERSE STATION DISK
 FC0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0195_STAMPING: BUTTER 1960
 FC0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0195+STABILITY: SURFACE MOTION
 FC0195
 FC0195  HISTORY     - Date     Condition        Report By
 FC0195  HISTORY     - 1960     MONUMENTED       CGS
 FC0195  HISTORY     - 1960     GOOD             CGS
 FC0195
 FC0195                          STATION DESCRIPTION
 FC0195
 FC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0195'THE STATION IS LOCATED ABOUT 7 MILES EAST OF KINGSTON, AND ABOUT 1
 FC0195'MILE NORTH OF U.S. HIGHWAY 70.
 FC0195'
 FC0195'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH, ON
 FC0195'N. KENTUCKY ST. FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN LEFT, AND
 FC0195'GO EASTERLY ON U.S. HIGHWAY 70 FOR 5.55 MILES TO A SIDE ROAD ON THE
 FC0195'LEFT, AT HARRIS ANTIQUE SHOP.  TURN LEFT, AND GO NORTHERLY FOR
 FC0195'1.2 MILES TO THE INTERSTATE HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 FC0195'TURN RIGHT, ONTO THE INTERSTATE HIGHWAY, AND GO EASTERLY FOR 0.5
 FC0195'MILE TO THE STATION ON THE RIGHT.
 FC0195'
 FC0195'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BUTTER 1960,
 FC0195'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 3.4 FEET NORTH OF
 FC0195'THE ROAD RIGHT-OF-WAY FENCE LINE AND 2.8 FEET NORTHEAST OF A WITNESS
 FC0195'SIGN.
 FC0195'
 FC0195'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BUTTER NO. 1 1960,
 FC0195'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 23.4 FEET EAST
 FC0195'OF A WITNESS SIGN, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT
 FC0195'LOWER THAN THE STATION MARK.
 FC0195'
 FC0195'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BUTTER NO. 2 1960,
 FC0195'SET IN A CONCRETE MONUMENT, AND PROJECTS 1 INCH.  IT IS 25.4 FEET
 FC0195'WEST OF A WITNESS SIGN, 1.4 FEET NORTH OF A WIRE FENCE, AND ABOUT 1
 FC0195'FOOT HIGHER THAN THE STATION MARK.
 FC0195'
 FC0195'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0195'48.8 FEET.
 FC0195'
 FC0195'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, TRAVERSE STATION
 FC0195'TOWER WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION THEREOF.
 FC0195'
 FC0195'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC0195
 FC0195                          STATION RECOVERY (1960)
 FC0195
 FC0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0195'7.3 MI SE FROM KINGSTON.
 FC0195'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0195'ST. FOR 0.8 MILE, THEN 6.5 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0195'40.  THE STATION MARK IS ABOUT 0.4 MILE SOUTHEAST OF AN OVERPASS,
 FC0195'3.4 FT. NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.8 FT.
 FC0195'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0195'POST PROJECTING 2 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF
 FC0195'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0196 ***********************************************************************
 FC0196  DESIGNATION -  BUTTER RM 1
 FC0196  PID         -  FC0196
 FC0196  STATE/COUNTY-  TN/ROANE
 FC0196  USGS QUAD   -  CAVE CREEK (1989)
 FC0196
 FC0196                         *CURRENT SURVEY CONTROL
 FC0196  ___________________________________________________________________
 FC0196* NAD 83(1986)-  35 51 37.     (N)    084 23 55.     (W)     SCALED    
 FC0196* NAVD 88     -       255.740  (meters)     839.04   (feet)  ADJUSTED  
 FC0196  ___________________________________________________________________
 FC0196  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0196  DYNAMIC HT  -         255.496 (meters)     838.24  (feet)  COMP
 FC0196  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0196
 FC0196  VERT ORDER  -  SECOND    CLASS 0
 FC0196
 FC0196.The horizontal coordinates were scaled from a topographic map and have
 FC0196.an estimated accuracy of +/- 6 seconds.
 FC0196
 FC0196.The orthometric height was determined by differential leveling
 FC0196.and adjusted by the National Geodetic Survey in June 1991..
 FC0196
 FC0196.The geoid height was determined by GEOID03.
 FC0196
 FC0196.The dynamic height is computed by dividing the NAVD 88
 FC0196.geopotential number by the normal gravity value computed on the
 FC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0196.degrees latitude (g = 980.6199 gals.).
 FC0196
 FC0196.The modeled gravity was interpolated from observed gravity values.
 FC0196
 FC0196;                    North         East    Units  Estimated Accuracy
 FC0196;SPC TN       -   170,600.      744,630.      MT  (+/- 180 meters Scaled)
 FC0196
 FC0196                          SUPERSEDED SURVEY CONTROL
 FC0196
 FC0196  NGVD 29 (??/??/92)  255.846  (m)          839.39   (f) ADJ UNCH    2 0
 FC0196
 FC0196.Superseded values are not recommended for survey control.
 FC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0196.See file dsdata.txt to determine how the superseded data were derived.
 FC0196
 FC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348715(NAD 83)
 FC0196_MARKER: DR = REFERENCE MARK DISK
 FC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0196_STAMPING: BUTTER NO 1 1960
 FC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0196+STABILITY: SURFACE MOTION
 FC0196
 FC0196  HISTORY     - Date     Condition        Report By
 FC0196  HISTORY     - 1960     MONUMENTED       CGS
 FC0196
 FC0196                          STATION DESCRIPTION
 FC0196
 FC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0196'7.3 MI SE FROM KINGSTON.
 FC0196'THIS MARK IS LOCATED AT THE BUTTER 1960 STATION SITE, 22 FT.
 FC0196'EAST OF THE STATION MARK, 23.4 FT. EAST OF A WITNESS SIGN, AND
 FC0196'1 FT. NORTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET IN TOP OF
 FC0196'A CONCRETE POST PROJECTING 1 INCH AND ABOUT 5 FT. ABOVE THE
 FC0196'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0194 ***********************************************************************
 FC0194  DESIGNATION -  BUTTER RM 2
 FC0194  PID         -  FC0194
 FC0194  STATE/COUNTY-  TN/ROANE
 FC0194  USGS QUAD   -  CAVE CREEK (1989)
 FC0194
 FC0194                         *CURRENT SURVEY CONTROL
 FC0194  ___________________________________________________________________
 FC0194* NAD 83(1986)-  35 51 37.     (N)    084 23 55.     (W)     SCALED    
 FC0194* NAVD 88     -       256.444  (meters)     841.35   (feet)  ADJUSTED  
 FC0194  ___________________________________________________________________
 FC0194  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0194  DYNAMIC HT  -         256.200 (meters)     840.55  (feet)  COMP
 FC0194  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0194
 FC0194  VERT ORDER  -  SECOND    CLASS 0
 FC0194
 FC0194.The horizontal coordinates were scaled from a topographic map and have
 FC0194.an estimated accuracy of +/- 6 seconds.
 FC0194
 FC0194.The orthometric height was determined by differential leveling
 FC0194.and adjusted by the National Geodetic Survey in June 1991..
 FC0194
 FC0194.The geoid height was determined by GEOID03.
 FC0194
 FC0194.The dynamic height is computed by dividing the NAVD 88
 FC0194.geopotential number by the normal gravity value computed on the
 FC0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0194.degrees latitude (g = 980.6199 gals.).
 FC0194
 FC0194.The modeled gravity was interpolated from observed gravity values.
 FC0194
 FC0194;                    North         East    Units  Estimated Accuracy
 FC0194;SPC TN       -   170,600.      744,630.      MT  (+/- 180 meters Scaled)
 FC0194
 FC0194                          SUPERSEDED SURVEY CONTROL
 FC0194
 FC0194  NGVD 29 (??/??/92)  256.550  (m)          841.70   (f) ADJ UNCH    2 0
 FC0194
 FC0194.Superseded values are not recommended for survey control.
 FC0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0194.See file dsdata.txt to determine how the superseded data were derived.
 FC0194
 FC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348715(NAD 83)
 FC0194_MARKER: DR = REFERENCE MARK DISK
 FC0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0194_STAMPING: BUTTER NO 2 1960
 FC0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0194+STABILITY: SURFACE MOTION
 FC0194
 FC0194  HISTORY     - Date     Condition        Report By
 FC0194  HISTORY     - 1960     MONUMENTED       CGS
 FC0194
 FC0194                          STATION DESCRIPTION
 FC0194
 FC0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0194'7.3 MI SE FROM KINGSTON.
 FC0194'THIS MARK IS LOCATED AT THE BUTTER 1960 STATION SITE, 27.4 FT.
 FC0194'WEST OF THE STATION MARK, 25.4 FT. WEST OF A WITNESS SIGN, AND
 FC0194'1.4 FT. NORTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN
 FC0194'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 5 FT.
 FC0194'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2598 ***********************************************************************
 GB2598  DESIGNATION -  BUXTON
 GB2598  PID         -  GB2598
 GB2598  STATE/COUNTY-  TN/MORGAN
 GB2598  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2598
 GB2598                         *CURRENT SURVEY CONTROL
 GB2598  ___________________________________________________________________
 GB2598* NAD 83(1995)-  36 06 32.27584(N)    084 35 40.74892(W)     ADJUSTED  
 GB2598* NAVD 88     -       465.8    (meters)    1528.     (feet)  VERTCON   
 GB2598  ___________________________________________________________________
 GB2598  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GB2598  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB2598
 GB2598  HORZ ORDER  -  SECOND
 GB2598
 GB2598.The horizontal coordinates were established by classical geodetic methods
 GB2598.and adjusted by the National Geodetic Survey in April 1999..
 GB2598
 GB2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2598
 GB2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2598
 GB2598.The geoid height was determined by GEOID03.
 GB2598
 GB2598;                    North         East     Units Scale Factor Converg.
 GB2598;SPC TN       -   197,914.184   726,527.346   MT  0.99995987   +0 49 21.9
 GB2598;SPC TN       -   649,323.45  2,383,615.13   sFT  0.99995987   +0 49 21.9
 GB2598;UTM  16      - 3,998,713.619   716,509.223   MT  1.00017762   +1 25 05.1
 GB2598
 GB2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2598!SPC TN       -   0.99993151  x   0.99995987  =   0.99989138
 GB2598!UTM  16      -   0.99993151  x   1.00017762  =   1.00010912
 GB2598
 GB2598:                Primary Azimuth Mark                     Grid Az
 GB2598:SPC TN       -  BRUSHY RESET                             101 13 30.9
 GB2598:UTM  16      -  BRUSHY RESET                             100 37 47.7
 GB2598
 GB2598|---------------------------------------------------------------------|
 GB2598| PID    Reference Object                     Distance      Geod. Az  |
 GB2598|                                                           dddmmss.s |
 GB2598| GB2567 BRUSHY RESET                        APPROX.17.0 KM 1020252.8 |
 GB2598| DB8898 BUXTON RM 1                          17.711 METERS 21845     |
 GB2598| DB8899 BUXTON RM 2                          20.081 METERS 29834     |
 GB2598|---------------------------------------------------------------------|
 GB2598
 GB2598                          SUPERSEDED SURVEY CONTROL
 GB2598
 GB2598  NAD 83(1995)-  36 06 32.28139(N)    084 35 40.74997(W) AD(       ) 2
 GB2598  NAD 83(1995)-  36 06 32.28376(N)    084 35 40.75138(W) AD(       ) 2
 GB2598  NAD 83(1986)-  36 06 32.28742(N)    084 35 40.74876(W) AD(       ) 2
 GB2598  NAD 27      -  36 06 32.01603(N)    084 35 40.96694(W) AD(       ) 2
 GB2598  NGVD 29 (07/19/86)  465.9    (m)         1529.     (f) VERT ANG       
 GB2598
 GB2598.Superseded values are not recommended for survey control.
 GB2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2598.See file dsdata.txt to determine how the superseded data were derived.
 GB2598
 GB2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1650998714(NAD 83)
 GB2598_MARKER: DD = SURVEY DISK
 GB2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2598
 GB2598  HISTORY     - Date     Condition        Report By
 GB2598  HISTORY     - 1965     MONUMENTED       TNHD
 GB2598  HISTORY     - 1999     MARK NOT FOUND   LOCSUR
 GB2598
 GB2598                          STATION DESCRIPTION
 GB2598
 GB2598'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2598'THE STATION IS LOCATED IN WARTBURG.
 GB2598'
 GB2598'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG GO 0.1 MILE
 GB2598'WEST ON U.S. HIGHWAY 27 TO A PAVED ROAD ON THE RIGHT, TURN RIGHT,
 GB2598'NORTH, AND GO 0.4 MILE ON A PAVED AND GRAVELED ROAD TO THE STATION ON
 GB2598'THE RIGHT.
 GB2598'
 GB2598'THE STATION MARK IS 21 FEET SOUTH OF A 12-INCH OAK TREE, 15 FEET EAST
 GB2598'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 5.5 FEET NORTH
 GB2598'OF A WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2598'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED BUXTON
 GB2598'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2598'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2598'MONUMENT.
 GB2598'
 GB2598'REFERENCE MARK NO. 1 IS 9 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2598'GRAVELED ROAD, 8 FEET SOUTHEAST OF A 5-INCH MAPLE TREE AND 8 FEET
 GB2598'NORTH OF AN 8-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2598'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2598'MONUMENT AND THE DISK IS STAMPED BUXTON RM-1 1965.
 GB2598'
 GB2598'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2598'GRAVELED ROAD, 34 FEET NORTHWEST OF A UTILITY POLE, 30 FEET
 GB2598'SOUTH OF A 24-INCH OAK TREE AND 8 FEET EAST OF A 12-INCH BLAZED OAK
 GB2598'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2598'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2598'BUXTON RM-2 1965.
 GB2598'
 GB2598'THE WARTBURG CHURCH OF THE NAZERENE SPIRE WILL SERVE AS THE AZIMUTH
 GB2598'MARK.  IT IS A RED BRICK BUILDING TRIMMED IN WHITE WITH A SPIRE AT
 GB2598'THE FRONT OF THE BUILDING.  THE POINT INTERSECTED WAS THE TOP AND THE
 GB2598'MIDDLE OF THE SPIRE.  IT HAS AN OVERALL HEIGHT OF ABOUT 50 FEET.
 GB2598'
 GB2598'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WARTBURG, GO 0.1
 GB2598'MILE WEST ON U.S. HIGHWAY 27 TO A PAVED ROAD ON THE LEFT, TURN
 GB2598'LEFT, SOUTH, AND GO 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GB2598'
 GB2598'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2598'
 GB2598'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2598
 GB2598                          STATION RECOVERY (1999)
 GB2598
 GB2598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 GB2598'THIS STATION IS APPARENTLY DESTROYED.  THE ROAD IT WAS EAST OF
 GB2598'WAS RECONFIGURED WHEN US HWY 27 WAS REROUTED.  A NEW ACCESS
 GB2598'ROAD WAS MADE TO ACCESS US HWY 27 AND IT CROSSES THE LOCATION
 GB2598'OF THE MARKER.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2602 ***********************************************************************
 GB2602  DESIGNATION -  BYRD
 GB2602  PID         -  GB2602
 GB2602  STATE/COUNTY-  TN/MORGAN
 GB2602  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2602
 GB2602                         *CURRENT SURVEY CONTROL
 GB2602  ___________________________________________________________________
 GB2602* NAD 83(1995)-  36 11 02.41910(N)    084 39 46.04919(W)     ADJUSTED  
 GB2602* NAVD 88     -       414.3    (meters)    1359.     (feet)  VERTCON   
 GB2602  ___________________________________________________________________
 GB2602  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GB2602  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB2602
 GB2602  HORZ ORDER  -  SECOND
 GB2602
 GB2602.The horizontal coordinates were established by classical geodetic methods
 GB2602.and adjusted by the National Geodetic Survey in April 1999..
 GB2602
 GB2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2602
 GB2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2602
 GB2602.The geoid height was determined by GEOID03.
 GB2602
 GB2602;                    North         East     Units Scale Factor Converg.
 GB2602;SPC TN       -   206,153.688   720,279.236   MT  0.99996700   +0 46 58.3
 GB2602;SPC TN       -   676,355.89  2,363,116.13   sFT  0.99996700   +0 46 58.3
 GB2602;UTM  16      - 4,006,889.254   710,174.432   MT  1.00014430   +1 22 49.3
 GB2602
 GB2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2602!SPC TN       -   0.99993954  x   0.99996700  =   0.99990655
 GB2602!UTM  16      -   0.99993954  x   1.00014430  =   1.00008384
 GB2602
 GB2602:                Primary Azimuth Mark                     Grid Az
 GB2602:SPC TN       -  HICKS                                    143 47 22.7
 GB2602:UTM  16      -  HICKS                                    143 11 31.7
 GB2602
 GB2602|---------------------------------------------------------------------|
 GB2602| PID    Reference Object                     Distance      Geod. Az  |
 GB2602|                                                           dddmmss.s |
 GB2602| GB2606 HICKS                               APPROX. 1.7 KM 1443421.0 |
 GB2602| DB8905 BYRD AZ MK                                         1885241.9 |
 GB2602| DB8907 BYRD RM 2                            24.982 METERS 19733     |
 GB2602| DB8906 BYRD RM 1                            21.743 METERS 34237     |
 GB2602|---------------------------------------------------------------------|
 GB2602
 GB2602                          SUPERSEDED SURVEY CONTROL
 GB2602
 GB2602  NAD 83(1995)-  36 11 02.42361(N)    084 39 46.05013(W) AD(       ) 2
 GB2602  NAD 83(1995)-  36 11 02.42636(N)    084 39 46.05378(W) AD(       ) 2
 GB2602  NAD 83(1986)-  36 11 02.42969(N)    084 39 46.04999(W) AD(       ) 2
 GB2602  NAD 27      -  36 11 02.15873(N)    084 39 46.24645(W) AD(       ) 2
 GB2602  NGVD 29 (07/19/86)  414.4    (m)         1360.     (f) VERT ANG       
 GB2602
 GB2602.Superseded values are not recommended for survey control.
 GB2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2602.See file dsdata.txt to determine how the superseded data were derived.
 GB2602
 GB2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1017406889(NAD 83)
 GB2602_MARKER: DD = SURVEY DISK
 GB2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2602
 GB2602  HISTORY     - Date     Condition        Report By
 GB2602  HISTORY     - 1965     MONUMENTED       TNHD
 GB2602
 GB2602                          STATION DESCRIPTION
 GB2602
 GB2602'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2602'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF WARTBURG.
 GB2602'
 GB2602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2602'ROUTE 62 IN WARTBURG, GO 7.65 MILES NORTHWEST ON U.S. HIGHWAY 27
 GB2602'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD, NORTH, ON
 GB2602'U.S. HIGHWAY 27 FOR 0.1 MILE TO THE STATION MARK ON THE RIGHT AS
 GB2602'DESCRIBED.
 GB2602'
 GB2602'THE STATION MARK IS 64 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2602'HIGHWAY 27, 28 FEET EAST OF THE BANK OF A HIGHWAY CUT, 11 FEET
 GB2602'NORTHWEST OF A 6-INCH OAK TREE AND 1.5 FEET SOUTHWEST OF A WITNESS
 GB2602'POST AND SIGN. THE SURFACE AND UNDERGROUND MARKS ARE
 GB2602'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2602'BYRD 1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2602'SURFACE.  THE
 GB2602'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2602'MONUMENT.
 GB2602'
 GB2602'REFERENCE MARK NO. 1 IS 11 FEET WEST OF THE EDGE OF A CLEARED HIGHWAY
 GB2602'RIGHT-OR-WAY AND 10 FEET EAST OF THE BANK OF A HIGHWAY CUT. IT IS
 GB2602'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2602'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2602'BYRD RM-1 1965.
 GB2602'
 GB2602'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE APPROXIMATE CENTER OF
 GB2602'U.S. HIGHWAY 27, 25 FEET WEST OF A TWIN-TRUNKED, 5-INCH OAK
 GB2602'TREE AND 6 FEET EAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT. IT IS
 GB2602'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2602'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2602'BYRD RM-2 1965.
 GB2602'
 GB2602'THE AZIMUTH MARK IS 45 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2602'HIGHWAY 27 AND 14 FEET WEST OF THE NORTH CORNER OF HOOKS STORE. IT
 GB2602'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2602'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2602'BYRD AZI 1965.
 GB2602'
 GB2602'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2602'
 GB2602'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0754 ***********************************************************************
 FC0754  DESIGNATION -  C
 FC0754  PID         -  FC0754
 FC0754  STATE/COUNTY-  TN/MEIGS
 FC0754  USGS QUAD   -  DECATUR (1973)
 FC0754
 FC0754                         *CURRENT SURVEY CONTROL
 FC0754  ___________________________________________________________________
 FC0754* NAD 83(1986)-  35 37 26.     (N)    084 46 34.     (W)     SCALED    
 FC0754* NAVD 88     -       230.725  (meters)     756.97   (feet)  ADJUSTED  
 FC0754  ___________________________________________________________________
 FC0754  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0754  DYNAMIC HT  -         230.505 (meters)     756.25  (feet)  COMP
 FC0754  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC0754
 FC0754  VERT ORDER  -  FIRST     CLASS II
 FC0754
 FC0754.The horizontal coordinates were scaled from a topographic map and have
 FC0754.an estimated accuracy of +/- 6 seconds.
 FC0754
 FC0754.The orthometric height was determined by differential leveling
 FC0754.and adjusted by the National Geodetic Survey in June 1991..
 FC0754
 FC0754.The geoid height was determined by GEOID03.
 FC0754
 FC0754.The dynamic height is computed by dividing the NAVD 88
 FC0754.geopotential number by the normal gravity value computed on the
 FC0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0754.degrees latitude (g = 980.6199 gals.).
 FC0754
 FC0754.The modeled gravity was interpolated from observed gravity values.
 FC0754
 FC0754;                    North         East    Units  Estimated Accuracy
 FC0754;SPC TN       -   143,880.      710,860.      MT  (+/- 180 meters Scaled)
 FC0754
 FC0754                          SUPERSEDED SURVEY CONTROL
 FC0754
 FC0754  NGVD 29 (??/??/92)  230.806  (m)          757.24   (f) ADJ UNCH    1 2
 FC0754
 FC0754.Superseded values are not recommended for survey control.
 FC0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0754.See file dsdata.txt to determine how the superseded data were derived.
 FC0754
 FC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013445(NAD 83)
 FC0754_MARKER: DD = SURVEY DISK
 FC0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0754_STAMPING: C
 FC0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0754+STABILITY: SURFACE MOTION
 FC0754
 FC0754  HISTORY     - Date     Condition        Report By
 FC0754  HISTORY     - UNK      MONUMENTED       TVA
 FC0754  HISTORY     - 1950     GOOD             NGS
 FC0754
 FC0754                          STATION DESCRIPTION
 FC0754
 FC0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0754'1.3 MI W FROM PEAKLAND.
 FC0754'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0754'PEAKLAND, THENCE ABOUT 0.85 MILE WEST ALONG A BLACK TOP ROAD
 FC0754'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.25 MILE EAST
 FC0754'OF THE EAST END OF THE DAM, ABOUT 0.1 MILE EAST OF A PARKING
 FC0754'AREA, 136 FEET SOUTH OF THE CENTERLINE OF THE BLACK TOP ROAD,
 FC0754'350 FEET SOUTHWEST AND ACROSS THE ROAD FROM B.M. B(T.V.A.), 61
 FC0754'FEET SOUTH OF A WIRE FENCE, 2 FEET EAST OF A T.V.A. STEEL
 FC0754'WITNESS POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF
 FC0754'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0851 ***********************************************************************
 FD0851  DESIGNATION -  C 10
 FD0851  PID         -  FD0851
 FD0851  STATE/COUNTY-  TN/LAWRENCE
 FD0851  USGS QUAD   -  LONG BRANCH (1976)
 FD0851
 FD0851                         *CURRENT SURVEY CONTROL
 FD0851  ___________________________________________________________________
 FD0851* NAD 83(1986)-  35 08 21.     (N)    087 23 14.     (W)     SCALED    
 FD0851* NAVD 88     -       291.295  (meters)     955.69   (feet)  ADJUSTED  
 FD0851  ___________________________________________________________________
 FD0851  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FD0851  DYNAMIC HT  -         291.016 (meters)     954.77  (feet)  COMP
 FD0851  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 FD0851
 FD0851  VERT ORDER  -  FIRST     CLASS II
 FD0851
 FD0851.The horizontal coordinates were scaled from a topographic map and have
 FD0851.an estimated accuracy of +/- 6 seconds.
 FD0851
 FD0851.The orthometric height was determined by differential leveling
 FD0851.and adjusted by the National Geodetic Survey in June 1991..
 FD0851
 FD0851.The geoid height was determined by GEOID03.
 FD0851
 FD0851.The dynamic height is computed by dividing the NAVD 88
 FD0851.geopotential number by the normal gravity value computed on the
 FD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0851.degrees latitude (g = 980.6199 gals.).
 FD0851
 FD0851.The modeled gravity was interpolated from observed gravity values.
 FD0851
 FD0851;                    North         East    Units  Estimated Accuracy
 FD0851;SPC TN       -    90,300.      473,580.      MT  (+/- 180 meters Scaled)
 FD0851
 FD0851                          SUPERSEDED SURVEY CONTROL
 FD0851
 FD0851  NGVD 29 (??/??/92)  291.247  (m)          955.53   (f) ADJ UNCH    1 2
 FD0851
 FD0851.Superseded values are not recommended for survey control.
 FD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0851.See file dsdata.txt to determine how the superseded data were derived.
 FD0851
 FD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD647885(NAD 83)
 FD0851_MARKER: DB = BENCH MARK DISK
 FD0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0851_STAMPING: C 10 1931
 FD0851_MARK LOGO: CGS   
 FD0851_PROJECTION: PROJECTING 8 CENTIMETERS
 FD0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0851+STABILITY: SURFACE MOTION
 FD0851
 FD0851  HISTORY     - Date     Condition        Report By
 FD0851  HISTORY     - 1931     MONUMENTED       CGS
 FD0851  HISTORY     - 1962     GOOD             NGS
 FD0851  HISTORY     - 1973     GOOD             TVA
 FD0851  HISTORY     - 1983     GOOD             NGS
 FD0851
 FD0851                          STATION DESCRIPTION
 FD0851
 FD0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0851'AT SPRINGERS.
 FD0851'AT SPRINGERS, LAWRENCE COUNTY, AT THE LOUISVILLE AND NASHVILLE
 FD0851'RAILROAD STATION, 5 RAILS NORTH OF A ROAD CROSSING, WEST OF A
 FD0851'TELEPHONE BOOTH, 2-3/4 RAILS SOUTH OF THE FROG AT THE NORTH END OF
 FD0851'THE SIDING, 27 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 FD0851'2 FEET EAST OF A STEEL POST, AND SET IN THE TOP OF A CONCRETE POST.
 FD0851
 FD0851                          STATION RECOVERY (1973)
 FD0851
 FD0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0851'RECOVERED IN GOOD CONDITION.
 FD0851
 FD0851                          STATION RECOVERY (1983)
 FD0851
 FD0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0851'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD STATION IS GONE,
 FD0851'LOCATED JUST NORTH-NORTHEAST OF THE ONLY ROAD CROSSING IN SPRINGERS
 FD0851'STATION, 0.91 METERS (3.0 FT) EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 FD0851'OF A GRAVEL ROAD.
 FD0851'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0468 ***********************************************************************
 GA0468  DESIGNATION -  C 101
 GA0468  PID         -  GA0468
 GA0468  STATE/COUNTY-  TN/CARTER
 GA0468  USGS QUAD   -  JOHNSON CITY (1968)
 GA0468
 GA0468                         *CURRENT SURVEY CONTROL
 GA0468  ___________________________________________________________________
 GA0468* NAD 83(1986)-  36 22 07.     (N)    082 15 49.     (W)     SCALED    
 GA0468* NAVD 88     -       510.156  (meters)    1673.74   (feet)  ADJUSTED  
 GA0468  ___________________________________________________________________
 GA0468  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0468  DYNAMIC HT  -         509.676 (meters)    1672.16  (feet)  COMP
 GA0468  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA0468
 GA0468  VERT ORDER  -  SECOND    CLASS 0
 GA0468
 GA0468.The horizontal coordinates were scaled from a topographic map and have
 GA0468.an estimated accuracy of +/- 6 seconds.
 GA0468
 GA0468.The orthometric height was determined by differential leveling
 GA0468.and adjusted by the National Geodetic Survey in June 1991..
 GA0468
 GA0468.The geoid height was determined by GEOID03.
 GA0468
 GA0468.The dynamic height is computed by dividing the NAVD 88
 GA0468.geopotential number by the normal gravity value computed on the
 GA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0468.degrees latitude (g = 980.6199 gals.).
 GA0468
 GA0468.The modeled gravity was interpolated from observed gravity values.
 GA0468
 GA0468;                    North         East    Units  Estimated Accuracy
 GA0468;SPC TN       -   232,220.      935,230.      MT  (+/- 180 meters Scaled)
 GA0468
 GA0468                          SUPERSEDED SURVEY CONTROL
 GA0468
 GA0468  NGVD 29 (??/??/92)  510.302  (m)         1674.22   (f) ADJ UNCH    2 0
 GA0468
 GA0468.Superseded values are not recommended for survey control.
 GA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0468.See file dsdata.txt to determine how the superseded data were derived.
 GA0468
 GA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA866255(NAD 83)
 GA0468_MARKER: DB = BENCH MARK DISK
 GA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0468_STAMPING: C 101 1935
 GA0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0468+STABILITY: SURFACE MOTION
 GA0468
 GA0468  HISTORY     - Date     Condition        Report By
 GA0468  HISTORY     - 1935     MONUMENTED       CGS
 GA0468
 GA0468                          STATION DESCRIPTION
 GA0468
 GA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0468'4 MI NW FROM ELIZABETHTON.
 GA0468'4.0 MILES NORTHWEST ALONG THE WATAUGA HIGHWAY FROM THE SOUTHERN
 GA0468'RAILWAY STATION AT ELIZABETHTON, CARTER COUNTY, AT THE B.F.
 GA0468'MORRELL GENERAL STORE, 42 FEET EAST OF THE EAST SIDE OF THE
 GA0468'BUILDING, 23.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5
 GA0468'FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0468'DISK, STAMPED C 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0258 ***********************************************************************
 GA0258  DESIGNATION -  C 102
 GA0258  PID         -  GA0258
 GA0258  STATE/COUNTY-  TN/SULLIVAN
 GA0258  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0258
 GA0258                         *CURRENT SURVEY CONTROL
 GA0258  ___________________________________________________________________
 GA0258* NAD 83(1986)-  36 33 50.     (N)    082 27 36.     (W)     SCALED    
 GA0258* NAVD 88     -       381.488  (meters)    1251.60   (feet)  POSTED    
 GA0258  ___________________________________________________________________
 GA0258  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0258  DYNAMIC HT  -         381.140 (meters)    1250.46  (feet)  COMP
 GA0258  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA0258
 GA0258  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA0258
 GA0258.The horizontal coordinates were scaled from a topographic map and have
 GA0258.an estimated accuracy of +/- 6 seconds.
 GA0258
 GA0258.The orthometric height was determined by differential leveling
 GA0258.and adjusted by the National Geodetic Survey in 1992..
 GA0258.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA0258.rate greater than 8.0 mm/km.
 GA0258
 GA0258.The geoid height was determined by GEOID03.
 GA0258
 GA0258.The dynamic height is computed by dividing the NAVD 88
 GA0258.geopotential number by the normal gravity value computed on the
 GA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0258.degrees latitude (g = 980.6199 gals.).
 GA0258
 GA0258.The modeled gravity was interpolated from observed gravity values.
 GA0258
 GA0258;                    North         East    Units  Estimated Accuracy
 GA0258;SPC TN       -   253,220.      916,830.      MT  (+/- 180 meters Scaled)
 GA0258
 GA0258                          SUPERSEDED SURVEY CONTROL
 GA0258
 GA0258  NGVD 29 (??/??/92)  381.614  (m)         1252.01   (f) ADJ UNCH    2 0
 GA0258
 GA0258.Superseded values are not recommended for survey control.
 GA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0258.See file dsdata.txt to determine how the superseded data were derived.
 GA0258
 GA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA693474(NAD 83)
 GA0258_MARKER: DB = BENCH MARK DISK
 GA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0258_STAMPING: C 102 1935
 GA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0258+STABILITY: SURFACE MOTION
 GA0258
 GA0258  HISTORY     - Date     Condition        Report By
 GA0258  HISTORY     - 1935     MONUMENTED       CGS
 GA0258  HISTORY     - 1959     GOOD             TVA
 GA0258
 GA0258                          STATION DESCRIPTION
 GA0258
 GA0258'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0258'0.5 MI N FROM ORE BANK.
 GA0258'0.5 MILE NORTH ALONG THE ARCADIA ROAD LEADING TO U.S. HIGHWAY
 GA0258'11 W FROM THE SCHOOL AT ORE BANK, SULLIVAN COUNTY, 2.2 MILES
 GA0258'SOUTH OF ARCADIA, 0.1 MILE NORTH OF A BRIDGE OVER REEDY CREEK,
 GA0258'AT THE BRUCE ANDERSON PROPERTY, 23 YARDS NORTHEAST OF A 30 INCH
 GA0258'HORSE-CHESTNUT TREE, 6.7 FEET SOUTH OF THE NORTHEAST CORNER
 GA0258'OF A GARAGE, 26.7 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 GA0258'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 102 1935 AND SET
 GA0258'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED
 GA0258'FROM THE JUNCTION OF U.S. HIGHWAYS 11 W AND 23 AT KINGSPORT BY
 GA0258'GOING 6.7 MILES EAST ALONG U.S. HIGHWAY 11 W (NEW).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0259 ***********************************************************************
 GA0259  DESIGNATION -  C 102 X
 GA0259  PID         -  GA0259
 GA0259  STATE/COUNTY-  TN/SULLIVAN
 GA0259  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0259
 GA0259                         *CURRENT SURVEY CONTROL
 GA0259  ___________________________________________________________________
 GA0259* NAD 83(1986)-  36 33 50.     (N)    082 27 36.     (W)     SCALED    
 GA0259* NAVD 88     -       382.955  (meters)    1256.41   (feet)  ADJUSTED  
 GA0259  ___________________________________________________________________
 GA0259  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0259  DYNAMIC HT  -         382.604 (meters)    1255.26  (feet)  COMP
 GA0259  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA0259
 GA0259  VERT ORDER  -  SECOND    CLASS 0
 GA0259
 GA0259.The horizontal coordinates were scaled from a topographic map and have
 GA0259.an estimated accuracy of +/- 6 seconds.
 GA0259
 GA0259.The orthometric height was determined by differential leveling
 GA0259.and adjusted by the National Geodetic Survey in June 1991..
 GA0259
 GA0259.The geoid height was determined by GEOID03.
 GA0259
 GA0259.The dynamic height is computed by dividing the NAVD 88
 GA0259.geopotential number by the normal gravity value computed on the
 GA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0259.degrees latitude (g = 980.6199 gals.).
 GA0259
 GA0259.The modeled gravity was interpolated from observed gravity values.
 GA0259
 GA0259;                    North         East    Units  Estimated Accuracy
 GA0259;SPC TN       -   253,220.      916,830.      MT  (+/- 180 meters Scaled)
 GA0259
 GA0259                          SUPERSEDED SURVEY CONTROL
 GA0259
 GA0259  NGVD 29 (??/??/92)  383.081  (m)         1256.82   (f) ADJ UNCH    2 0
 GA0259
 GA0259.Superseded values are not recommended for survey control.
 GA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0259.See file dsdata.txt to determine how the superseded data were derived.
 GA0259
 GA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA693474(NAD 83)
 GA0259_MARKER: DB = BENCH MARK DISK
 GA0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0259_STAMPING: C 102 X 1935
 GA0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0259+STABILITY: SURFACE MOTION
 GA0259
 GA0259  HISTORY     - Date     Condition        Report By
 GA0259  HISTORY     - 1935     MONUMENTED       CGS
 GA0259  HISTORY     - 1959     GOOD             TVA
 GA0259
 GA0259                          STATION DESCRIPTION
 GA0259
 GA0259'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0259'0.5 MI N FROM ORE BANK.
 GA0259'0.5 MILE NORTH ALONG THE ARCADIA ROAD LEADING TO U.S. HIGHWAY
 GA0259'11 W FROM THE SCHOOL AT ORE BANK, SULLIVAN COUNTY, 2.2 MILES
 GA0259'SOUTH OF ARCADIA, 0.1 MILE NORTH OF ANDERSON BRIDGE OVER REEDY
 GA0259'CREEK, 75 YARDS NORTH OF A ROAD JUNCTION, 44.5 FEET NORTH OF THE
 GA0259'CENTERLINE OF THE ROAD, 1.8 FEET SOUTH OF A FENCE LINE, IN LINE
 GA0259'WITH THE WEST FACE OF A GARAGE, AND 2 FEET HIGHER THAN THE
 GA0259'ROAD.  A STANDARD DISK, STAMPED C 102 X 1935 AND SET IN THE TOP
 GA0259'OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 GA0259'JUNCTION OF U.S. HIGHWAYS 11 W AND 23 AT KINGSPORT BY GOING
 GA0259'EAST ALONG U.S. HIGHWAY 11 W FOR 6.7 MILES.  THIS MARK IS PLUS 100
 GA0259'FEET EAST OF BENCH MARK C 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1005 ***********************************************************************
 FZ1005  DESIGNATION -  C 103
 FZ1005  PID         -  FZ1005
 FZ1005  STATE/COUNTY-  TN/JOHNSON
 FZ1005  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1005
 FZ1005                         *CURRENT SURVEY CONTROL
 FZ1005  ___________________________________________________________________
 FZ1005* NAD 83(1986)-  36 29 18.     (N)    081 51 22.     (W)     SCALED    
 FZ1005* NAVD 88     -       881.147  (meters)    2890.90   (feet)  ADJUSTED  
 FZ1005  ___________________________________________________________________
 FZ1005  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1005  DYNAMIC HT  -         880.280 (meters)    2888.05  (feet)  COMP
 FZ1005  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 FZ1005
 FZ1005  VERT ORDER  -  SECOND    CLASS 0
 FZ1005
 FZ1005.The horizontal coordinates were scaled from a topographic map and have
 FZ1005.an estimated accuracy of +/- 6 seconds.
 FZ1005
 FZ1005.The orthometric height was determined by differential leveling
 FZ1005.and adjusted by the National Geodetic Survey in June 1991..
 FZ1005
 FZ1005.The geoid height was determined by GEOID03.
 FZ1005
 FZ1005.The dynamic height is computed by dividing the NAVD 88
 FZ1005.geopotential number by the normal gravity value computed on the
 FZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1005.degrees latitude (g = 980.6199 gals.).
 FZ1005
 FZ1005.The modeled gravity was interpolated from observed gravity values.
 FZ1005
 FZ1005;                    North         East    Units  Estimated Accuracy
 FZ1005;SPC TN       -   246,960.      971,210.      MT  (+/- 180 meters Scaled)
 FZ1005
 FZ1005                          SUPERSEDED SURVEY CONTROL
 FZ1005
 FZ1005  NGVD 29 (??/??/92)  881.218  (m)         2891.13   (f) ADJ UNCH    2 0
 FZ1005
 FZ1005.Superseded values are not recommended for survey control.
 FZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1005.See file dsdata.txt to determine how the superseded data were derived.
 FZ1005
 FZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA233384(NAD 83)
 FZ1005_MARKER: DB = BENCH MARK DISK
 FZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1005_STAMPING: C 103 1935
 FZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1005+STABILITY: SURFACE MOTION
 FZ1005
 FZ1005  HISTORY     - Date     Condition        Report By
 FZ1005  HISTORY     - 1935     MONUMENTED       CGS
 FZ1005
 FZ1005                          STATION DESCRIPTION
 FZ1005
 FZ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1005'4 MI NW FROM MOUNTAIN CITY.
 FZ1005'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1005'AT MOUNTAIN CITY, JOHNSON COUNTY, AT THE END OF THE MACADAM AND
 FZ1005'BEGINNING OF THE GRAVEL HIGHWAY, 50 YARDS SOUTHWEST OF THE
 FZ1005'SOUTHWEST CORNER OF THE CHARLEY PAYNE LOG CABIN, 22.4 FEET
 FZ1005'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE LINE,
 FZ1005'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 103 1935
 FZ1005'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0436 ***********************************************************************
 GA0436  DESIGNATION -  C 104
 GA0436  PID         -  GA0436
 GA0436  STATE/COUNTY-  TN/JOHNSON
 GA0436  USGS QUAD   -  WATAUGA DAM (1960)
 GA0436
 GA0436                         *CURRENT SURVEY CONTROL
 GA0436  ___________________________________________________________________
 GA0436* NAD 83(1986)-  36 20 17.     (N)    081 59 59.     (W)     SCALED    
 GA0436* NAVD 88     -       564.788  (meters)    1852.98   (feet)  ADJUSTED  
 GA0436  ___________________________________________________________________
 GA0436  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0436  DYNAMIC HT  -         564.218 (meters)    1851.11  (feet)  COMP
 GA0436  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 GA0436
 GA0436  VERT ORDER  -  SECOND    CLASS 0
 GA0436
 GA0436.The horizontal coordinates were scaled from a topographic map and have
 GA0436.an estimated accuracy of +/- 6 seconds.
 GA0436
 GA0436.The orthometric height was determined by differential leveling
 GA0436.and adjusted by the National Geodetic Survey in June 1991..
 GA0436
 GA0436.The geoid height was determined by GEOID03.
 GA0436
 GA0436.The dynamic height is computed by dividing the NAVD 88
 GA0436.geopotential number by the normal gravity value computed on the
 GA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0436.degrees latitude (g = 980.6199 gals.).
 GA0436
 GA0436.The modeled gravity was interpolated from observed gravity values.
 GA0436
 GA0436;                    North         East    Units  Estimated Accuracy
 GA0436;SPC TN       -   229,760.      959,030.      MT  (+/- 180 meters Scaled)
 GA0436
 GA0436                          SUPERSEDED SURVEY CONTROL
 GA0436
 GA0436  NGVD 29 (??/??/92)  564.888  (m)         1853.30   (f) ADJ UNCH    2 0
 GA0436
 GA0436.Superseded values are not recommended for survey control.
 GA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0436.See file dsdata.txt to determine how the superseded data were derived.
 GA0436
 GA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA102219(NAD 83)
 GA0436_MARKER: DB = BENCH MARK DISK
 GA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0436_STAMPING: C 104 1935
 GA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0436+STABILITY: SURFACE MOTION
 GA0436
 GA0436  HISTORY     - Date     Condition        Report By
 GA0436  HISTORY     - 1935     MONUMENTED       CGS
 GA0436
 GA0436                          STATION DESCRIPTION
 GA0436
 GA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0436'AT BUTLER.
 GA0436'AT BUTLER, JOHNSON COUNTY, ON THE SOUTHERN RAILWAY, 1/4 MILE
 GA0436'NORTHEAST OF THE STATION, AT A STREET CROSSING, ON THE WHEELER
 GA0436'WILSON PROPERTY, 200 FEET EAST OF A TWO-STORY HOUSE IN THE WEST
 GA0436'CORNER OF THE CROSSING, 80 FEET SOUTH OF A 1-1/2 STORY HOUSE
 GA0436'IN THE NORTH CORNER OF THE CROSSING, 55 FEET NORTH OF A ONE-STORY
 GA0436'HOUSE IN THE SOUTH CORNER OF THE CROSSING, 50 FEET SOUTHWEST
 GA0436'OF A STOCK GAP, 34 FEET SOUTHEAST OF A POLE, 25 FEET EAST
 GA0436'OF THE STREET CROSSING, 0.8 FOOT SOUTH OF THE SOUTH RAIL, AND
 GA0436'15.4 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 14.  A
 GA0436'STANDARD DISK, STAMPED C 104 1935 AND SET IN THE TOP OF A
 GA0436'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0825 ***********************************************************************
 GA0825  DESIGNATION -  C 105
 GA0825  PID         -  GA0825
 GA0825  STATE/COUNTY-  TN/GREENE
 GA0825  USGS QUAD   -  GREENEVILLE (1961)
 GA0825
 GA0825                         *CURRENT SURVEY CONTROL
 GA0825  ___________________________________________________________________
 GA0825* NAD 83(1995)-  36 13 47.24783(N)    082 47 00.77110(W)     ADJUSTED  
 GA0825* NAVD 88     -       494.337  (meters)    1621.84   (feet)  ADJUSTED  
 GA0825  ___________________________________________________________________
 GA0825  X           -     647,102.075 (meters)                     COMP
 GA0825  Y           -  -5,110,538.176 (meters)                     COMP
 GA0825  Z           -   3,749,063.432 (meters)                     COMP
 GA0825  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GA0825  ELLIP HEIGHT-         463.01  (meters)          (06/20/02) GPS OBS
 GA0825  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0825  DYNAMIC HT  -         493.872 (meters)    1620.31  (feet)  COMP
 GA0825  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 GA0825
 GA0825  HORZ ORDER  -  FIRST
 GA0825  VERT ORDER  -  SECOND    CLASS 0
 GA0825  ELLP ORDER  -  FIRST     CLASS I
 GA0825
 GA0825.The horizontal coordinates were established by GPS observations
 GA0825.and adjusted by the National Geodetic Survey in June 2002..
 GA0825
 GA0825.The orthometric height was determined by differential leveling
 GA0825.and adjusted by the National Geodetic Survey in June 1991..
 GA0825
 GA0825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0825
 GA0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0825
 GA0825.The ellipsoidal height was determined by GPS observations
 GA0825.and is referenced to NAD 83.
 GA0825
 GA0825.The geoid height was determined by GEOID03.
 GA0825
 GA0825.The dynamic height is computed by dividing the NAVD 88
 GA0825.geopotential number by the normal gravity value computed on the
 GA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0825.degrees latitude (g = 980.6199 gals.).
 GA0825
 GA0825.The modeled gravity was interpolated from observed gravity values.
 GA0825
 GA0825;                    North         East     Units Scale Factor Converg.
 GA0825;SPC TN       -   215,163.480   889,103.452   MT  0.99997219   +1 52 58.9
 GA0825;SPC TN       -   705,915.52  2,917,000.24   sFT  0.99997219   +1 52 58.9
 GA0825;UTM  17      - 4,010,910.880   339,712.864   MT  0.99991656   -1 03 15.6
 GA0825
 GA0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0825!SPC TN       -   0.99992734  x   0.99997219  =   0.99989953
 GA0825!UTM  17      -   0.99992734  x   0.99991656  =   0.99984390
 GA0825
 GA0825                          SUPERSEDED SURVEY CONTROL
 GA0825
 GA0825  NAVD 88 (06/20/02)  494.34   (m)         1621.8    (f) LEVELING    3  
 GA0825  NGVD 29 (??/??/92)  494.468  (m)         1622.27   (f) ADJ UNCH    2 0
 GA0825
 GA0825.Superseded values are not recommended for survey control.
 GA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0825.See file dsdata.txt to determine how the superseded data were derived.
 GA0825
 GA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3971310911(NAD 83)
 GA0825_MARKER: DB = BENCH MARK DISK
 GA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0825_STAMPING: C 105 1935
 GA0825_MARK LOGO: CGS   
 GA0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0825+STABILITY: SURFACE MOTION
 GA0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0825+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2001
 GA0825
 GA0825  HISTORY     - Date     Condition        Report By
 GA0825  HISTORY     - 1935     MONUMENTED       CGS
 GA0825  HISTORY     - 1950     GOOD             TVA
 GA0825  HISTORY     - 20011214 GOOD             NGS
 GA0825
 GA0825                          STATION DESCRIPTION
 GA0825
 GA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0825'5.7 MI NE FROM GREENEVILLE.
 GA0825'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0825'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, AT THE R.T. DUNN
 GA0825'RESIDENCE, 30 FEET FROM THE CENTERLINE OF THE HIGHWAY, 117
 GA0825'FEET SOUTHEAST OF A 30-INCH OAK TREE, 104 FEET SOUTHEAST OF
 GA0825'THE SOUTHWEST CORNER OF THE HOUSE, 2 FEET EAST OF A POST,
 GA0825'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 105
 GA0825'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0825
 GA0825                          STATION RECOVERY (1950)
 GA0825
 GA0825'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0825'RECOVERED IN GOOD CONDITION.
 GA0825
 GA0825                          STATION RECOVERY (2001)
 GA0825
 GA0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA0825'THE STATION IS LOCATED ABOUT 8.0 KM NORTHEAST OF GREENVILLE ALONG
 GA0825'THE NORTHWEST SIDE OF STATE HIGHWAY 93.  IN A LARGE SHALLOW HALF
 GA0825'MOON SHAPED GRASS AREA,  JUST SOUTH-SOUTHWEST OF A UTILITY POLE
 GA0825'AND JUST NORTHEAST OF  A RIGHT-OF-WAY MARKER AND METAL
 GA0825'TENNESSEE VALLEY AUTHORITY WITNESS POST AND SIGN.
 GA0825' 
 GA0825'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.
 GA0825' 
 GA0825'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E, 321
 GA0825'AND STATE HIGHWAY 93N ON THE NORTH SIDE OF GREENVILLE, GO
 GA0825'NORTHEAST FOR 7.08 KM ON HIGHWAY 93N TO THE LARGE GRASS AREA ON
 GA0825'THE LEFT AND THE STATION BY THE MARKER.
 GA0825' 
 GA0825'NOTE--THE DATUM POINT IS THE CENTER OF A CROSS CAST IN THE TOP
 GA0825'CENTER OF A STANDARD BRASS COAST AND GEODETIC SURVEY BENCH
 GA0825'MARK DISK, SET IN TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING
 GA0825'ABOUT 10 CM ABOVE THE GROUND SURFACE.
 GA0825' 
 GA0825'STATION IS 19.6 M EAST OF A LONG GRAVEL HALF MOON DRIVEWAY, 9.75 M
 GA0825'WEST-NORTHWEST OF THE HIGHWAY 93 CENTER, 4.4 M NORTHWEST OF
 GA0825'THE WEST END OF A 16 INCH CONCRETE PIPE CULVERT UNDER THE
 GA0825'HIGHWAY, 3.8 M SOUTH-SOUTHWEST OF A UTILITY POLE NUMBER - JE 14 88
 GA0825'95 16 - WITH 1 TRANSFORMER AND 3 GUY WIRES, 0.6 M NORTHEAST OF A
 GA0825'CONCRETE RIGHT-OF-WAY MARKER PROJECTING ABOUT 16 INCHES ABOVE
 GA0825'THE GROUND SURFACE, 0.2 M EAST OF A METAL FENCE POST WITH U.S.
 GA0825'GOVERNMENT AND TENNESSEE VALLEY AUTHORITY WITNESS SIGN, AND
 GA0825'THE MONUMENT IS ABOUT 0.6 M BELOW THE HIGHWAY 93 LEVEL.
 GA0825'BY R.G. HAYES
 GA0825' 
 GA0825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0960 ***********************************************************************
 FZ0960  DESIGNATION -  C 105
 FZ0960  PID         -  FZ0960
 FZ0960  STATE/COUNTY-  TN/CARTER
 FZ0960  USGS QUAD   -  ELK MILLS (1994)
 FZ0960
 FZ0960                         *CURRENT SURVEY CONTROL
 FZ0960  ___________________________________________________________________
 FZ0960* NAD 83(1986)-  36 16 23.     (N)    081 59 24.     (W)     SCALED    
 FZ0960* NAVD 88     -       607.75   (+/-2cm)    1993.9    (feet)  VERTCON   
 FZ0960  ___________________________________________________________________
 FZ0960  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ0960
 FZ0960  VERT ORDER  -  ? (See Below)
 FZ0960
 FZ0960.The horizontal coordinates were scaled from a topographic map and have
 FZ0960.an estimated accuracy of +/- 6 seconds.
 FZ0960
 FZ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0960.The vertical order pertains to the NGVD 29 superseded value.
 FZ0960
 FZ0960.The geoid height was determined by GEOID03.
 FZ0960
 FZ0960;                    North         East    Units  Estimated Accuracy
 FZ0960;SPC TN       -   222,590.      960,200.      MT  (+/- 180 meters Scaled)
 FZ0960
 FZ0960                          SUPERSEDED SURVEY CONTROL
 FZ0960
 FZ0960  NGVD 29 (??/??/92)  607.860  (m)         1994.29   (f) ADJ UNCH    ?  
 FZ0960
 FZ0960.Superseded values are not recommended for survey control.
 FZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0960.See file dsdata.txt to determine how the superseded data were derived.
 FZ0960
 FZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA110146(NAD 83)
 FZ0960_MARKER: DB = BENCH MARK DISK
 FZ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0960_STAMPING: C 105 1935
 FZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0960+STABILITY: SURFACE MOTION
 FZ0960
 FZ0960  HISTORY     - Date     Condition        Report By
 FZ0960  HISTORY     - 1935     MONUMENTED       CGS
 FZ0960  HISTORY     - 1937     GOOD             TVA
 FZ0960
 FZ0960                          STATION DESCRIPTION
 FZ0960
 FZ0960'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0960'AT ELK MILLS.
 FZ0960'AT ELK MILLS, CARTER COUNTY, ON THE ELK RIVER ROAD, 125 FEET
 FZ0960'WEST OF THE RIGHT END OF A TWO-SPAN STEEL BRIDGE OVER ELK RIVER,
 FZ0960'225 FEET EAST OF A STONE CHURCH, 100 FEET EAST OF MAIN ENTRANCE TO
 FZ0960'A TWO-STORY BRICK SCHOOL BUILDING, 4 PACES FROM THE NORTHEAST
 FZ0960'CORNER, 10 PACES SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE
 FZ0960'NORTHWEST CORNER OF A CEMETERY.  A STANDARD DISK, STAMPED C
 FZ0960'105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0865 ***********************************************************************
 GA0865  DESIGNATION -  C 107
 GA0865  PID         -  GA0865
 GA0865  STATE/COUNTY-  TN/GREENE
 GA0865  USGS QUAD   -  MC CLOUD (1961)
 GA0865
 GA0865                         *CURRENT SURVEY CONTROL
 GA0865  ___________________________________________________________________
 GA0865* NAD 83(1986)-  36 17 28.     (N)    082 56 06.     (W)     SCALED    
 GA0865* NAVD 88     -       379.146  (meters)    1243.91   (feet)  ADJUSTED  
 GA0865  ___________________________________________________________________
 GA0865  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0865  DYNAMIC HT  -         378.797 (meters)    1242.77  (feet)  COMP
 GA0865  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GA0865
 GA0865  VERT ORDER  -  SECOND    CLASS 0
 GA0865
 GA0865.The horizontal coordinates were scaled from a topographic map and have
 GA0865.an estimated accuracy of +/- 6 seconds.
 GA0865
 GA0865.The orthometric height was determined by differential leveling
 GA0865.and adjusted by the National Geodetic Survey in June 1991..
 GA0865
 GA0865.The geoid height was determined by GEOID03.
 GA0865
 GA0865.The dynamic height is computed by dividing the NAVD 88
 GA0865.geopotential number by the normal gravity value computed on the
 GA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0865.degrees latitude (g = 980.6199 gals.).
 GA0865
 GA0865.The modeled gravity was interpolated from observed gravity values.
 GA0865
 GA0865;                    North         East    Units  Estimated Accuracy
 GA0865;SPC TN       -   221,530.      875,280.      MT  (+/- 180 meters Scaled)
 GA0865
 GA0865                          SUPERSEDED SURVEY CONTROL
 GA0865
 GA0865  NGVD 29 (??/??/92)  379.291  (m)         1244.39   (f) ADJ UNCH    2 0
 GA0865
 GA0865.Superseded values are not recommended for survey control.
 GA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0865.See file dsdata.txt to determine how the superseded data were derived.
 GA0865
 GA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA262179(NAD 83)
 GA0865_MARKER: DB = BENCH MARK DISK
 GA0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0865_STAMPING: C 107 1935
 GA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0865+STABILITY: SURFACE MOTION
 GA0865
 GA0865  HISTORY     - Date     Condition        Report By
 GA0865  HISTORY     - 1935     MONUMENTED       CGS
 GA0865  HISTORY     - 1972     MARK NOT FOUND   NGS
 GA0865
 GA0865                          STATION DESCRIPTION
 GA0865
 GA0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0865'AT ROMEO.
 GA0865'AT ROMEO, GREENE COUNTY, ON THE BAILEYTON ROAD, AT THE ADDIE
 GA0865'SMITH RESIDENCE, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA0865'THE HOUSE, 22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GA0865'3 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER, 2-1/2 FEET HIGHER
 GA0865'THAN THE ROAD.  AND 200 FEET EAST OF THE CENTERLINE OF JUNCTION
 GA0865'OF T-ROAD WEST.  A STANDARD DISK, STAMPED C 107 1935 AND SET
 GA0865'IN THE TOP OF A CONCRETE POST.
 GA0865
 GA0865                          STATION RECOVERY (1972)
 GA0865
 GA0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0983 ***********************************************************************
 GA0983  DESIGNATION -  C 108
 GA0983  PID         -  GA0983
 GA0983  STATE/COUNTY-  TN/GREENE
 GA0983  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0983
 GA0983                         *CURRENT SURVEY CONTROL
 GA0983  ___________________________________________________________________
 GA0983* NAD 83(1986)-  36 19 36.     (N)    082 41 25.     (W)     SCALED    
 GA0983* NAVD 88     -       501.191  (meters)    1644.32   (feet)  ADJUSTED  
 GA0983  ___________________________________________________________________
 GA0983  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0983  DYNAMIC HT  -         500.715 (meters)    1642.76  (feet)  COMP
 GA0983  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 GA0983
 GA0983  VERT ORDER  -  SECOND    CLASS 0
 GA0983
 GA0983.The horizontal coordinates were scaled from a topographic map and have
 GA0983.an estimated accuracy of +/- 6 seconds.
 GA0983
 GA0983.The orthometric height was determined by differential leveling
 GA0983.and adjusted by the National Geodetic Survey in June 1991..
 GA0983
 GA0983.The geoid height was determined by GEOID03.
 GA0983
 GA0983.The dynamic height is computed by dividing the NAVD 88
 GA0983.geopotential number by the normal gravity value computed on the
 GA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0983.degrees latitude (g = 980.6199 gals.).
 GA0983
 GA0983.The modeled gravity was interpolated from observed gravity values.
 GA0983
 GA0983;                    North         East    Units  Estimated Accuracy
 GA0983;SPC TN       -   226,190.      897,120.      MT  (+/- 180 meters Scaled)
 GA0983
 GA0983                          SUPERSEDED SURVEY CONTROL
 GA0983
 GA0983  NGVD 29 (??/??/92)  501.326  (m)         1644.77   (f) ADJ UNCH    2 0
 GA0983
 GA0983.Superseded values are not recommended for survey control.
 GA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0983.See file dsdata.txt to determine how the superseded data were derived.
 GA0983
 GA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA482215(NAD 83)
 GA0983_MARKER: DB = BENCH MARK DISK
 GA0983_SETTING: 66 = SET IN ROCK OUTCROP
 GA0983_SP_SET: ROCK OUTCROP
 GA0983_STAMPING: C 108 1935
 GA0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0983+STABILITY: POSITION/ELEVATION WELL
 GA0983
 GA0983  HISTORY     - Date     Condition        Report By
 GA0983  HISTORY     - 1935     MONUMENTED       CGS
 GA0983
 GA0983                          STATION DESCRIPTION
 GA0983
 GA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0983'5.4 MI N FROM JOCKEY.
 GA0983'5.4 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH AT
 GA0983'JOCKEY, GREENE COUNTY, 1.0 MILE SOUTH OF THE INTERSECTION
 GA0983'OF STATE HIGHWAY 93, 0.3 MILE NORTH OF THE HOMER JEFFERS
 GA0983'RESIDENCE, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 75 YARDS
 GA0983'SOUTH OF A FENCE CORNER, 45 YARDS NORTHEAST OF A DOUBLE WALNUT
 GA0983'TREE, 20 FEET WEST OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP,
 GA0983'AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C
 GA0983'108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0288 ***********************************************************************
 GA0288  DESIGNATION -  C 109
 GA0288  PID         -  GA0288
 GA0288  STATE/COUNTY-  TN/SULLIVAN
 GA0288  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0288
 GA0288                         *CURRENT SURVEY CONTROL
 GA0288  ___________________________________________________________________
 GA0288* NAD 83(1986)-  36 30 53.     (N)    082 24 36.     (W)     SCALED    
 GA0288* NAVD 88     -       520.135  (meters)    1706.48   (feet)  ADJUSTED  
 GA0288  ___________________________________________________________________
 GA0288  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0288  DYNAMIC HT  -         519.657 (meters)    1704.91  (feet)  COMP
 GA0288  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 GA0288
 GA0288  VERT ORDER  -  SECOND    CLASS 0
 GA0288
 GA0288.The horizontal coordinates were scaled from a topographic map and have
 GA0288.an estimated accuracy of +/- 6 seconds.
 GA0288
 GA0288.The orthometric height was determined by differential leveling
 GA0288.and adjusted by the National Geodetic Survey in June 1991..
 GA0288
 GA0288.The geoid height was determined by GEOID03.
 GA0288
 GA0288.The dynamic height is computed by dividing the NAVD 88
 GA0288.geopotential number by the normal gravity value computed on the
 GA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0288.degrees latitude (g = 980.6199 gals.).
 GA0288
 GA0288.The modeled gravity was interpolated from observed gravity values.
 GA0288
 GA0288;                    North         East    Units  Estimated Accuracy
 GA0288;SPC TN       -   247,930.      921,510.      MT  (+/- 180 meters Scaled)
 GA0288
 GA0288                          SUPERSEDED SURVEY CONTROL
 GA0288
 GA0288  NGVD 29 (??/??/92)  520.272  (m)         1706.93   (f) ADJ UNCH    2 0
 GA0288
 GA0288.Superseded values are not recommended for survey control.
 GA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0288.See file dsdata.txt to determine how the superseded data were derived.
 GA0288
 GA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA737419(NAD 83)
 GA0288_MARKER: DB = BENCH MARK DISK
 GA0288_SETTING: 66 = SET IN ROCK OUTCROP
 GA0288_SP_SET: ROCK OUTCROP
 GA0288_STAMPING: C 109 1935
 GA0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0288+STABILITY: POSITION/ELEVATION WELL
 GA0288
 GA0288  HISTORY     - Date     Condition        Report By
 GA0288  HISTORY     - 1935     MONUMENTED       CGS
 GA0288  HISTORY     - 1961     GOOD             NGS
 GA0288
 GA0288                          STATION DESCRIPTION
 GA0288
 GA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0288'5.7 MI W FROM BLOUNTVILLE.
 GA0288'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0288'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST, TURN
 GA0288'LEFT, WEST, AND GO 0.4 MILE TO A Y JUNCTION, TURN LEFT AND GO
 GA0288'1.5 MILES SOUTHWEST ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 0.1
 GA0288'MILE SOUTHWEST OF A HOUSE ON THE NORTH SIDE OF THE ROAD, 64 YARDS
 GA0288'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 8 FT. SOUTHWEST OF A
 GA0288'FENCE AND 4 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 GA0288'A DRILL HOLE IN TOP OF A ROCK OUTCROP AND IS ABOUT 10 FT.
 GA0288'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1777 ***********************************************************************
 FB1777  DESIGNATION -  C 11
 FB1777  PID         -  FB1777
 FB1777  STATE/COUNTY-  TN/BLOUNT
 FB1777  USGS QUAD   -  CALDERWOOD (1964)
 FB1777
 FB1777                         *CURRENT SURVEY CONTROL
 FB1777  ___________________________________________________________________
 FB1777* NAD 83(1986)-  35 31 30.     (N)    083 59 36.     (W)     SCALED    
 FB1777* NAVD 88     -       263.874  (meters)     865.73   (feet)  ADJUSTED  
 FB1777  ___________________________________________________________________
 FB1777  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB1777  DYNAMIC HT  -         263.617 (meters)     864.88  (feet)  COMP
 FB1777  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 FB1777
 FB1777  VERT ORDER  -  FIRST     CLASS II
 FB1777
 FB1777.The horizontal coordinates were scaled from a topographic map and have
 FB1777.an estimated accuracy of +/- 6 seconds.
 FB1777
 FB1777.The orthometric height was determined by differential leveling
 FB1777.and adjusted by the National Geodetic Survey in June 1991..
 FB1777
 FB1777.The geoid height was determined by GEOID03.
 FB1777
 FB1777.The dynamic height is computed by dividing the NAVD 88
 FB1777.geopotential number by the normal gravity value computed on the
 FB1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1777.degrees latitude (g = 980.6199 gals.).
 FB1777
 FB1777.The modeled gravity was interpolated from observed gravity values.
 FB1777
 FB1777;                    North         East    Units  Estimated Accuracy
 FB1777;SPC TN       -   134,080.      781,990.      MT  (+/- 180 meters Scaled)
 FB1777
 FB1777                          SUPERSEDED SURVEY CONTROL
 FB1777
 FB1777  NGVD 29 (??/??/92)  263.987  (m)          866.10   (f) ADJ UNCH    1 2
 FB1777
 FB1777.Superseded values are not recommended for survey control.
 FB1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1777.See file dsdata.txt to determine how the superseded data were derived.
 FB1777
 FB1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV285353(NAD 83)
 FB1777_MARKER: DB = BENCH MARK DISK
 FB1777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1777_SP_SET: CULVERT
 FB1777_STAMPING: 866.291 C 11 1932
 FB1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1777
 FB1777  HISTORY     - Date     Condition        Report By
 FB1777  HISTORY     - 1932     MONUMENTED       CGS
 FB1777  HISTORY     - 1941     GOOD             NGS
 FB1777  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1777
 FB1777                          STATION DESCRIPTION
 FB1777
 FB1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FB1777'2 MI N FROM CALDERWOOD.
 FB1777'2.0 MILES NORTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FB1777'STATION AT CALDERWOOD, BLOUNT COUNTY, ABOUT 170 FEET SOUTH OF
 FB1777'THE CROSSING OF STATE HIGHWAY 72, AT A CONCRETE HIGHWAY CULVERT
 FB1777'OVER TABCAT CREEK, IN THE NORTHWEST WING WALL, 20 FEET EAST OF
 FB1777'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE
 FB1777'HIGHWAY.  A STANDARD DISK, STAMPED 866.291 C 11 1932.
 FB1777
 FB1777                          STATION RECOVERY (1983)
 FB1777
 FB1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1777'NOT RECOVERED, A SEARCH WAS MADE AND THE HIGHWAY CONCRETE CULVERT
 FB1777'HAS BEEN REPLACED BY A HIGHWAY BRIDGE, MARK SHOULD BE CONSIDERED
 FB1777'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1018 ***********************************************************************
 FZ1018  DESIGNATION -  C 111
 FZ1018  PID         -  FZ1018
 FZ1018  STATE/COUNTY-  TN/JOHNSON
 FZ1018  USGS QUAD   -  ELK MILLS (1994)
 FZ1018
 FZ1018                         *CURRENT SURVEY CONTROL
 FZ1018  ___________________________________________________________________
 FZ1018* NAD 83(1986)-  36 20 40.     (N)    081 59 07.     (W)     SCALED    
 FZ1018* NAVD 88     -       567.773  (meters)    1862.77   (feet)  ADJUSTED  
 FZ1018  ___________________________________________________________________
 FZ1018  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ1018  DYNAMIC HT  -         567.201 (meters)    1860.89  (feet)  COMP
 FZ1018  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 FZ1018
 FZ1018  VERT ORDER  -  SECOND    CLASS 0
 FZ1018
 FZ1018.The horizontal coordinates were scaled from a topographic map and have
 FZ1018.an estimated accuracy of +/- 6 seconds.
 FZ1018
 FZ1018.The orthometric height was determined by differential leveling
 FZ1018.and adjusted by the National Geodetic Survey in June 1991..
 FZ1018
 FZ1018.The geoid height was determined by GEOID03.
 FZ1018
 FZ1018.The dynamic height is computed by dividing the NAVD 88
 FZ1018.geopotential number by the normal gravity value computed on the
 FZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1018.degrees latitude (g = 980.6199 gals.).
 FZ1018
 FZ1018.The modeled gravity was interpolated from observed gravity values.
 FZ1018
 FZ1018;                    North         East    Units  Estimated Accuracy
 FZ1018;SPC TN       -   230,530.      960,300.      MT  (+/- 180 meters Scaled)
 FZ1018
 FZ1018                          SUPERSEDED SURVEY CONTROL
 FZ1018
 FZ1018  NGVD 29 (??/??/92)  567.872  (m)         1863.09   (f) ADJ UNCH    2 0
 FZ1018
 FZ1018.Superseded values are not recommended for survey control.
 FZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1018.See file dsdata.txt to determine how the superseded data were derived.
 FZ1018
 FZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA115226(NAD 83)
 FZ1018_MARKER: DB = BENCH MARK DISK
 FZ1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1018_STAMPING: C 111 1935
 FZ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1018+STABILITY: SURFACE MOTION
 FZ1018
 FZ1018  HISTORY     - Date     Condition        Report By
 FZ1018  HISTORY     - 1935     MONUMENTED       CGS
 FZ1018
 FZ1018                          STATION DESCRIPTION
 FZ1018
 FZ1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1018'1.1 MI NE FROM BUTLER.
 FZ1018'1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM BUTLER,
 FZ1018'JOHNSON COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 111, 400 FEET
 FZ1018'NORTHWEST OF THE JUNCTION OF THE ROAN CREEK COUNTY ROAD, 300 FEET
 FZ1018'WEST OF A ONE-STORY HOUSE, 200 FEET NORTHWEST OF A BARN IN THE
 FZ1018'WOODS, EAST OF A LONE COTTONWOOD TREE IN A FIELD, 125 FEET
 FZ1018'SOUTHWEST OF A SMALL CORNCRIB, 34.5 FEET NORTHWEST OF AN 8-INCH
 FZ1018'PINE TREE IN A FENCE LINE, 19 FEET NORTHWEST OF THE CENTERLINE
 FZ1018'OF A DIRT ROAD, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16.8
 FZ1018'FEET NORTH OF A 4-INCH WHITE OAK TREE, 5 FEET SOUTH OF A LEANING
 FZ1018'POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FZ1018'C 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0467 ***********************************************************************
 GA0467  DESIGNATION -  C 112
 GA0467  PID         -  GA0467
 GA0467  STATE/COUNTY-  TN/CARTER
 GA0467  USGS QUAD   -  ELIZABETHTON (1968)
 GA0467
 GA0467                         *CURRENT SURVEY CONTROL
 GA0467  ___________________________________________________________________
 GA0467* NAD 83(1986)-  36 22 13.     (N)    082 14 41.     (W)     SCALED    
 GA0467* NAVD 88     -       485.353  (meters)    1592.36   (feet)  ADJUSTED  
 GA0467  ___________________________________________________________________
 GA0467  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0467  DYNAMIC HT  -         484.895 (meters)    1590.86  (feet)  COMP
 GA0467  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 GA0467
 GA0467  VERT ORDER  -  SECOND    CLASS 0
 GA0467
 GA0467.The horizontal coordinates were scaled from a topographic map and have
 GA0467.an estimated accuracy of +/- 6 seconds.
 GA0467
 GA0467.The orthometric height was determined by differential leveling
 GA0467.and adjusted by the National Geodetic Survey in June 1991..
 GA0467
 GA0467.The geoid height was determined by GEOID03.
 GA0467
 GA0467.The dynamic height is computed by dividing the NAVD 88
 GA0467.geopotential number by the normal gravity value computed on the
 GA0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0467.degrees latitude (g = 980.6199 gals.).
 GA0467
 GA0467.The modeled gravity was interpolated from observed gravity values.
 GA0467
 GA0467;                    North         East    Units  Estimated Accuracy
 GA0467;SPC TN       -   232,470.      936,910.      MT  (+/- 180 meters Scaled)
 GA0467
 GA0467                          SUPERSEDED SURVEY CONTROL
 GA0467
 GA0467  NGVD 29 (??/??/92)  485.499  (m)         1592.84   (f) ADJ UNCH    2 0
 GA0467
 GA0467.Superseded values are not recommended for survey control.
 GA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0467.See file dsdata.txt to determine how the superseded data were derived.
 GA0467
 GA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA883257(NAD 83)
 GA0467_MARKER: DB = BENCH MARK DISK
 GA0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0467_SP_SET: CULVERT
 GA0467_STAMPING: C 112 1935
 GA0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0467
 GA0467  HISTORY     - Date     Condition        Report By
 GA0467  HISTORY     - 1935     MONUMENTED       CGS
 GA0467  HISTORY     - 1960     GOOD             TVA
 GA0467
 GA0467                          STATION DESCRIPTION
 GA0467
 GA0467'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0467'2.9 MI NW FROM ELIZABETHTON.
 GA0467'2.9 MILES NORTHWEST ALONG THE WATAUGA HIGHWAY FROM THE SOUTHERN
 GA0467'RAILWAY STATION AT ELIZABETHTON, CARTER COUNTY, 42 FEET NORTHWEST
 GA0467'OF THE MIDWAY SERVICE STATION, AT A CONCRETE CULVERT, IN THE TOP
 GA0467'OF THE NORTH END OF THE WEST HEADWALL, 16.4 FEET WEST OF THE
 GA0467'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 GA0467'STANDARD DISK, STAMPED C 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0968 ***********************************************************************
 GA0968  DESIGNATION -  C 113
 GA0968  PID         -  GA0968
 GA0968  STATE/COUNTY-  TN/WASHINGTON
 GA0968  USGS QUAD   -  TELFORD (1971)
 GA0968
 GA0968                         *CURRENT SURVEY CONTROL
 GA0968  ___________________________________________________________________
 GA0968* NAD 83(1986)-  36 13 30.     (N)    082 33 59.     (W)     SCALED    
 GA0968* NAVD 88     -       459.688  (meters)    1508.16   (feet)  POSTED    
 GA0968  ___________________________________________________________________
 GA0968  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0968  DYNAMIC HT  -         459.250 (meters)    1506.72  (feet)  COMP
 GA0968  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 GA0968
 GA0968  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0968
 GA0968.The horizontal coordinates were scaled from a topographic map and have
 GA0968.an estimated accuracy of +/- 6 seconds.
 GA0968
 GA0968.The orthometric height was determined by differential leveling
 GA0968.and adjusted by the National Geodetic Survey in 1992..
 GA0968.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0968.rate of 0.0 thru 1.0 mm/km.
 GA0968
 GA0968.The geoid height was determined by GEOID03.
 GA0968
 GA0968.The dynamic height is computed by dividing the NAVD 88
 GA0968.geopotential number by the normal gravity value computed on the
 GA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0968.degrees latitude (g = 980.6199 gals.).
 GA0968
 GA0968.The modeled gravity was interpolated from observed gravity values.
 GA0968
 GA0968;                    North         East    Units  Estimated Accuracy
 GA0968;SPC TN       -   215,300.      908,630.      MT  (+/- 180 meters Scaled)
 GA0968
 GA0968                          SUPERSEDED SURVEY CONTROL
 GA0968
 GA0968  NGVD 29 (??/??/92)  459.832  (m)         1508.63   (f) ADJ UNCH    2 0
 GA0968
 GA0968.Superseded values are not recommended for survey control.
 GA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0968.See file dsdata.txt to determine how the superseded data were derived.
 GA0968
 GA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA592100(NAD 83)
 GA0968_MARKER: DB = BENCH MARK DISK
 GA0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0968_SP_SET: BRIDGE
 GA0968_STAMPING: C 113 1935
 GA0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0968
 GA0968  HISTORY     - Date     Condition        Report By
 GA0968  HISTORY     - 1935     MONUMENTED       CGS
 GA0968  HISTORY     - 1955     GOOD             TVA
 GA0968
 GA0968                          STATION DESCRIPTION
 GA0968
 GA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0968'2.1 MI SW FROM TELFORD.
 GA0968'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0968'AT TELFORD, WASHINGTON COUNTY, NORTH OF THE JUNCTION OF A ROAD
 GA0968'LEADING NORTHEAST, 35 YARDS SOUTH OF THE ENTRANCE TO THE J.F.
 GA0968'COPP RESIDENCE, 25 FEET NORTH OF POWER-TRANSMISSION LINE POLE 145,
 GA0968'10 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE BRIDGE
 GA0968'OVER A SMALL CREEK, IN THE EAST END OF THE SOUTHWEST RETAINING WALL,
 GA0968'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 113 1935.
 GA0968
 GA0968                          STATION RECOVERY (1955)
 GA0968
 GA0968'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1914 ***********************************************************************
 GA1914  DESIGNATION -  C 114
 GA1914  PID         -  GA1914
 GA1914  STATE/COUNTY-  TN/GREENE
 GA1914  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1914
 GA1914                         *CURRENT SURVEY CONTROL
 GA1914  ___________________________________________________________________
 GA1914* NAD 83(1986)-  36 06 16.     (N)    083 04 29.     (W)     SCALED    
 GA1914* NAVD 88     -       333.637  (meters)    1094.61   (feet)  ADJUSTED  
 GA1914  ___________________________________________________________________
 GA1914  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1914  DYNAMIC HT  -         333.325 (meters)    1093.58  (feet)  COMP
 GA1914  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA1914
 GA1914  VERT ORDER  -  SECOND    CLASS 0
 GA1914
 GA1914.The horizontal coordinates were scaled from a topographic map and have
 GA1914.an estimated accuracy of +/- 6 seconds.
 GA1914
 GA1914.The orthometric height was determined by differential leveling
 GA1914.and adjusted by the National Geodetic Survey in June 1991..
 GA1914
 GA1914.The geoid height was determined by GEOID03.
 GA1914
 GA1914.The dynamic height is computed by dividing the NAVD 88
 GA1914.geopotential number by the normal gravity value computed on the
 GA1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1914.degrees latitude (g = 980.6199 gals.).
 GA1914
 GA1914.The modeled gravity was interpolated from observed gravity values.
 GA1914
 GA1914;                    North         East    Units  Estimated Accuracy
 GA1914;SPC TN       -   200,440.      863,360.      MT  (+/- 180 meters Scaled)
 GA1914
 GA1914                          SUPERSEDED SURVEY CONTROL
 GA1914
 GA1914  NGVD 29 (??/??/92)  333.792  (m)         1095.12   (f) ADJ UNCH    2 0
 GA1914
 GA1914.Superseded values are not recommended for survey control.
 GA1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1914.See file dsdata.txt to determine how the superseded data were derived.
 GA1914
 GA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV132975(NAD 83)
 GA1914_MARKER: DB = BENCH MARK DISK
 GA1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1914_STAMPING: C 114 1935
 GA1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1914+STABILITY: SURFACE MOTION
 GA1914
 GA1914  HISTORY     - Date     Condition        Report By
 GA1914  HISTORY     - 1935     MONUMENTED       CGS
 GA1914
 GA1914                          STATION DESCRIPTION
 GA1914
 GA1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1914'2 MI SE FROM WARRENSBURG.
 GA1914'2.0 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1914'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.2 MILE NORTHWEST
 GA1914'OF THE KINEWALL RESIDENCE AT A SHARP CURVE IN THE HIGHWAY,
 GA1914'0.1 MILE SOUTH OF THE A. POTTER RESIDENCE, 15.5 FEET SOUTHWEST
 GA1914'OF THE CENTERLINE OF THE HIGHWAY, 37.5 FEET SOUTH OF A 30-INCH
 GA1914'SYCAMORE TREE, AT A HEDGE, 1 FOOT SOUTHWEST OF A FENCE LINE AND
 GA1914'LEVEL WITH THE HIGHWAY, 56 FEET NORTHWEST OF POWER POLE 13
 GA1914'AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK,
 GA1914'STAMPED C 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0683 ***********************************************************************
 GA0683  DESIGNATION -  C 115
 GA0683  PID         -  GA0683
 GA0683  STATE/COUNTY-  TN/GREENE
 GA0683  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0683
 GA0683                         *CURRENT SURVEY CONTROL
 GA0683  ___________________________________________________________________
 GA0683* NAD 83(1986)-  36 04 18.     (N)    082 49 41.     (W)     SCALED    
 GA0683* NAVD 88     -       402.739  (meters)    1321.32   (feet)  ADJUSTED  
 GA0683  ___________________________________________________________________
 GA0683  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0683  DYNAMIC HT  -         402.352 (meters)    1320.05  (feet)  COMP
 GA0683  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 GA0683
 GA0683  VERT ORDER  -  SECOND    CLASS 0
 GA0683
 GA0683.The horizontal coordinates were scaled from a topographic map and have
 GA0683.an estimated accuracy of +/- 6 seconds.
 GA0683
 GA0683.The orthometric height was determined by differential leveling
 GA0683.and adjusted by the National Geodetic Survey in June 1991..
 GA0683
 GA0683.The geoid height was determined by GEOID03.
 GA0683
 GA0683.The dynamic height is computed by dividing the NAVD 88
 GA0683.geopotential number by the normal gravity value computed on the
 GA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0683.degrees latitude (g = 980.6199 gals.).
 GA0683
 GA0683.The modeled gravity was interpolated from observed gravity values.
 GA0683
 GA0683;                    North         East    Units  Estimated Accuracy
 GA0683;SPC TN       -   197,500.      885,670.      MT  (+/- 180 meters Scaled)
 GA0683
 GA0683                          SUPERSEDED SURVEY CONTROL
 GA0683
 GA0683  NGVD 29 (??/??/92)  402.857  (m)         1321.71   (f) ADJ UNCH    2 0
 GA0683
 GA0683.Superseded values are not recommended for survey control.
 GA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0683.See file dsdata.txt to determine how the superseded data were derived.
 GA0683
 GA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353934(NAD 83)
 GA0683_MARKER: DB = BENCH MARK DISK
 GA0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0683_STAMPING: C 115 1935
 GA0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0683+STABILITY: SURFACE MOTION
 GA0683
 GA0683  HISTORY     - Date     Condition        Report By
 GA0683  HISTORY     - 1935     MONUMENTED       CGS
 GA0683  HISTORY     - 1950     GOOD             TVA
 GA0683
 GA0683                          STATION DESCRIPTION
 GA0683
 GA0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0683'5.1 MI SW FROM JONES BRIDGE.
 GA0683'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0683'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 4.1
 GA0683'MILES SOUTHWEST ALONG THE OLD JONESBORO HIGHWAY, 1.1 MILES WEST
 GA0683'OF THE R.J. WOLSEY RESIDENCE, 1.0 MILE EAST OF THE JUNCTION OF
 GA0683'THE OLD ROUTE OF STATE HIGHWAY 70, 0.15 MILE EAST OF THE CHARLES
 GA0683'WOLSEY RESIDENCE, 22 FEET NORTHWEST OF THE CENTERLINE OF THE
 GA0683'HIGHWAY, 9 FEET 4 INCHES SOUTHEAST OF AN 18-INCH PINE TREE, 8
 GA0683'FEET 8 INCHES NORTHEAST OF A FENCE CORNER, AND 2 FEET HIGHER
 GA0683'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 115 1935 AND SET
 GA0683'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 GA0683
 GA0683                          STATION RECOVERY (1950)
 GA0683
 GA0683'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0587 ***********************************************************************
 GA0587  DESIGNATION -  C 116
 GA0587  PID         -  GA0587
 GA0587  STATE/COUNTY-  TN/WASHINGTON
 GA0587  USGS QUAD   -  ERWIN (1971)
 GA0587
 GA0587                         *CURRENT SURVEY CONTROL
 GA0587  ___________________________________________________________________
 GA0587* NAD 83(1986)-  36 13 58.     (N)    082 27 36.     (W)     SCALED    
 GA0587* NAVD 88     -       493.411  (meters)    1618.80   (feet)  ADJUSTED  
 GA0587  ___________________________________________________________________
 GA0587  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0587  DYNAMIC HT  -         492.939 (meters)    1617.25  (feet)  COMP
 GA0587  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 GA0587
 GA0587  VERT ORDER  -  SECOND    CLASS 0
 GA0587
 GA0587.The horizontal coordinates were scaled from a topographic map and have
 GA0587.an estimated accuracy of +/- 6 seconds.
 GA0587
 GA0587.The orthometric height was determined by differential leveling
 GA0587.and adjusted by the National Geodetic Survey in June 1991..
 GA0587
 GA0587.The geoid height was determined by GEOID03.
 GA0587
 GA0587.The dynamic height is computed by dividing the NAVD 88
 GA0587.geopotential number by the normal gravity value computed on the
 GA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0587.degrees latitude (g = 980.6199 gals.).
 GA0587
 GA0587.The modeled gravity was interpolated from observed gravity values.
 GA0587
 GA0587;                    North         East    Units  Estimated Accuracy
 GA0587;SPC TN       -   216,500.      918,160.      MT  (+/- 180 meters Scaled)
 GA0587
 GA0587                          SUPERSEDED SURVEY CONTROL
 GA0587
 GA0587  NGVD 29 (??/??/92)  493.556  (m)         1619.28   (f) ADJ UNCH    2 0
 GA0587
 GA0587.Superseded values are not recommended for survey control.
 GA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0587.See file dsdata.txt to determine how the superseded data were derived.
 GA0587
 GA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA687107(NAD 83)
 GA0587_MARKER: DB = BENCH MARK DISK
 GA0587_SETTING: 66 = SET IN ROCK OUTCROP
 GA0587_SP_SET: SET IN ROCK OUTCROP
 GA0587_STAMPING: C 116 1935
 GA0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0587+STABILITY: POSITION/ELEVATION WELL
 GA0587
 GA0587  HISTORY     - Date     Condition        Report By
 GA0587  HISTORY     - 1935     MONUMENTED       CGS
 GA0587
 GA0587                          STATION DESCRIPTION
 GA0587
 GA0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0587'5.8 MI S FROM JONESBORO.
 GA0587'5.8 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0587'AT JONESBORO, WASHINGTON COUNTY, 0.5 MILE SOUTH OF THE JUNCTION
 GA0587'OF THE JOHNSON CITY HIGHWAY, 0.1 MILE SOUTH OF A RAILROAD CROSSING,
 GA0587'AT THE JUNCTION OF A COUNTY ROAD LEADING NORTHEAST, 95 FEET SOUTH
 GA0587'OF THE CENTERLINE OF THE ROAD, 61 FEET EAST OF THE CENTERLINE
 GA0587'OF THE HIGHWAY, 41.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA0587'THE W.B. GUINNE RESIDENCE, IN THE FRONT LAWN, 24 FEET NORTHEAST
 GA0587'OF A 24-INCH CEDAR TREE, AND IN THE TOP OF A ROCK OUTCROP.  A
 GA0587'STANDARD DISK, STAMPED C 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0999 ***********************************************************************
 GA0999  DESIGNATION -  C 117
 GA0999  PID         -  GA0999
 GA0999  STATE/COUNTY-  TN/GREENE
 GA0999  USGS QUAD   -  CHUCKEY (1971)
 GA0999
 GA0999                         *CURRENT SURVEY CONTROL
 GA0999  ___________________________________________________________________
 GA0999* NAD 83(1986)-  36 08 27.     (N)    082 40 52.     (W)     SCALED    
 GA0999* NAVD 88     -       447.560  (meters)    1468.37   (feet)  ADJUSTED  
 GA0999  ___________________________________________________________________
 GA0999  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0999  DYNAMIC HT  -         447.128 (meters)    1466.95  (feet)  COMP
 GA0999  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 GA0999
 GA0999  VERT ORDER  -  SECOND    CLASS 0
 GA0999
 GA0999.The horizontal coordinates were scaled from a topographic map and have
 GA0999.an estimated accuracy of +/- 6 seconds.
 GA0999
 GA0999.The orthometric height was determined by differential leveling
 GA0999.and adjusted by the National Geodetic Survey in June 1991..
 GA0999
 GA0999.The geoid height was determined by GEOID03.
 GA0999
 GA0999.The dynamic height is computed by dividing the NAVD 88
 GA0999.geopotential number by the normal gravity value computed on the
 GA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0999.degrees latitude (g = 980.6199 gals.).
 GA0999
 GA0999.The modeled gravity was interpolated from observed gravity values.
 GA0999
 GA0999;                    North         East    Units  Estimated Accuracy
 GA0999;SPC TN       -   205,610.      898,640.      MT  (+/- 180 meters Scaled)
 GA0999
 GA0999                          SUPERSEDED SURVEY CONTROL
 GA0999
 GA0999  NGVD 29 (??/??/92)  447.689  (m)         1468.79   (f) ADJ UNCH    2 0
 GA0999
 GA0999.Superseded values are not recommended for survey control.
 GA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0999.See file dsdata.txt to determine how the superseded data were derived.
 GA0999
 GA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA487008(NAD 83)
 GA0999_MARKER: DB = BENCH MARK DISK
 GA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0999_STAMPING: C 117 1935
 GA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0999+STABILITY: SURFACE MOTION
 GA0999
 GA0999  HISTORY     - Date     Condition        Report By
 GA0999  HISTORY     - 1935     MONUMENTED       CGS
 GA0999  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0999
 GA0999                          STATION DESCRIPTION
 GA0999
 GA0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0999'2.6 MI NW FROM PLEASANT HILL.
 GA0999'2.6 MILES NORTHWEST ALONG THE HORSE CREEK ROAD AND STATE HIGHWAY
 GA0999'107 FROM THE CROSSROADS AT PLEASANT HILL, GREENE COUNTY, 33.6
 GA0999'FEET EAST OF THE EAST SIDE OF THE MILLER AND JAYNES STORE,
 GA0999'53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24 YARDS NORTH
 GA0999'OF THE CENTERLINE OF A COUNTY ROAD, AND 2 FEET LOWER THAN THE
 GA0999'HIGHWAY.  A STANDARD DISK, STAMPED C 117 1935 AND SET IN THE
 GA0999'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0989 ***********************************************************************
 GA0989  DESIGNATION -  C 118
 GA0989  PID         -  GA0989
 GA0989  STATE/COUNTY-  TN/GREENE
 GA0989  USGS QUAD   -  MOSHEIM (1971)
 GA0989
 GA0989                         *CURRENT SURVEY CONTROL
 GA0989  ___________________________________________________________________
 GA0989* NAD 83(1986)-  36 08 13.     (N)    082 52 40.     (W)     SCALED    
 GA0989* NAVD 88     -       452.959  (meters)    1486.08   (feet)  ADJUSTED  
 GA0989  ___________________________________________________________________
 GA0989  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0989  DYNAMIC HT  -         452.530 (meters)    1484.68  (feet)  COMP
 GA0989  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 GA0989
 GA0989  VERT ORDER  -  SECOND    CLASS 0
 GA0989
 GA0989.The horizontal coordinates were scaled from a topographic map and have
 GA0989.an estimated accuracy of +/- 6 seconds.
 GA0989
 GA0989.The orthometric height was determined by differential leveling
 GA0989.and adjusted by the National Geodetic Survey in June 1991..
 GA0989
 GA0989.The geoid height was determined by GEOID03.
 GA0989
 GA0989.The dynamic height is computed by dividing the NAVD 88
 GA0989.geopotential number by the normal gravity value computed on the
 GA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0989.degrees latitude (g = 980.6199 gals.).
 GA0989
 GA0989.The modeled gravity was interpolated from observed gravity values.
 GA0989
 GA0989;                    North         East    Units  Estimated Accuracy
 GA0989;SPC TN       -   204,590.      880,970.      MT  (+/- 180 meters Scaled)
 GA0989
 GA0989                          SUPERSEDED SURVEY CONTROL
 GA0989
 GA0989  NGVD 29 (??/??/92)  453.095  (m)         1486.53   (f) ADJ UNCH    2 0
 GA0989
 GA0989.Superseded values are not recommended for survey control.
 GA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0989.See file dsdata.txt to determine how the superseded data were derived.
 GA0989
 GA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA310007(NAD 83)
 GA0989_MARKER: DB = BENCH MARK DISK
 GA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0989_STAMPING: C 118 1935
 GA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0989+STABILITY: SURFACE MOTION
 GA0989
 GA0989  HISTORY     - Date     Condition        Report By
 GA0989  HISTORY     - 1935     MONUMENTED       CGS
 GA0989  HISTORY     - 1950     GOOD             TVA
 GA0989
 GA0989                          STATION DESCRIPTION
 GA0989
 GA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0989'3.2 MI SW FROM GREENEVILLE.
 GA0989'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0989'AT GREENEVILLE, GREENE COUNTY, AT THE T.O. LUTTERELL RESIDENCE,
 GA0989'125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27.5
 GA0989'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 YARDS
 GA0989'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE, 1 FOOT
 GA0989'NORTHEAST OF A WIRE FENCE LINE, 2 FEET HIGHER THAN THE HIGHWAY
 GA0989'AND 8.1 FEET NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0989'STAMPED C 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0989
 GA0989                          STATION RECOVERY (1950)
 GA0989
 GA0989'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1928 ***********************************************************************
 GA1928  DESIGNATION -  C 119
 GA1928  PID         -  GA1928
 GA1928  STATE/COUNTY-  TN/GREENE
 GA1928  USGS QUAD   -  MOHAWK (1980)
 GA1928
 GA1928                         *CURRENT SURVEY CONTROL
 GA1928  ___________________________________________________________________
 GA1928* NAD 83(1986)-  36 11 08.     (N)    083 04 47.     (W)     SCALED    
 GA1928* NAVD 88     -       332.708  (meters)    1091.56   (feet)  ADJUSTED  
 GA1928  ___________________________________________________________________
 GA1928  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1928  DYNAMIC HT  -         332.400 (meters)    1090.55  (feet)  COMP
 GA1928  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1928
 GA1928  VERT ORDER  -  SECOND    CLASS 0
 GA1928
 GA1928.The horizontal coordinates were scaled from a topographic map and have
 GA1928.an estimated accuracy of +/- 6 seconds.
 GA1928
 GA1928.The orthometric height was determined by differential leveling
 GA1928.and adjusted by the National Geodetic Survey in June 1991..
 GA1928
 GA1928.The geoid height was determined by GEOID03.
 GA1928
 GA1928.The dynamic height is computed by dividing the NAVD 88
 GA1928.geopotential number by the normal gravity value computed on the
 GA1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1928.degrees latitude (g = 980.6199 gals.).
 GA1928
 GA1928.The modeled gravity was interpolated from observed gravity values.
 GA1928
 GA1928;                    North         East    Units  Estimated Accuracy
 GA1928;SPC TN       -   209,420.      862,640.      MT  (+/- 180 meters Scaled)
 GA1928
 GA1928                          SUPERSEDED SURVEY CONTROL
 GA1928
 GA1928  NGVD 29 (??/??/92)  332.871  (m)         1092.09   (f) ADJ UNCH    2 0
 GA1928
 GA1928.Superseded values are not recommended for survey control.
 GA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1928.See file dsdata.txt to determine how the superseded data were derived.
 GA1928
 GA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA129065(NAD 83)
 GA1928_MARKER: DB = BENCH MARK DISK
 GA1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1928_STAMPING: C 119 1935
 GA1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1928+STABILITY: SURFACE MOTION
 GA1928
 GA1928  HISTORY     - Date     Condition        Report By
 GA1928  HISTORY     - 1935     MONUMENTED       CGS
 GA1928
 GA1928                          STATION DESCRIPTION
 GA1928
 GA1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1928'2.2 MI S FROM MOHAWK.
 GA1928'2.2 MILES SOUTH ALONG THE WARRENSBURG ROAD FROM THE SOUTHERN
 GA1928'RAILWAY STATION AT MOHAWK, AT THE R.P. DOUTRAT RESIDENCE, 51
 GA1928'FEET SOUTHWEST OF THE HOUSE, 126 FEET SOUTHEAST OF THE CENTERLINE
 GA1928'OF A DIRT ROAD, 33 FEET EAST OF THE CENTERLINE OF THE
 GA1928'WARRENSBURG ROAD, 12 FEET WEST OF A WIRE-FENCE LINE, AND 4
 GA1928'FEET HIGHER THAN THE ROAD, 61 FEET EAST NORTHEAST OF A NORTHEAST
 GA1928'CORNER OF BATES GARAGE, 1.3 FEET NORTHEAST OF A STEEL WITNESS
 GA1928'POST.  A STANDARD DISK, STAMPED C 119 1935 AND SET IN THE TOP OF
 GA1928'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0411 ***********************************************************************
 GA0411  DESIGNATION -  C 12
 GA0411  PID         -  GA0411
 GA0411  STATE/COUNTY-  TN/CARTER
 GA0411  USGS QUAD   -  IRON MOUNTAIN GAP (1968)
 GA0411
 GA0411                         *CURRENT SURVEY CONTROL
 GA0411  ___________________________________________________________________
 GA0411* NAD 83(1986)-  36 13 17.     (N)    082 08 06.     (W)     SCALED    
 GA0411* NAVD 88     -       721.139  (meters)    2365.94   (feet)  ADJUSTED  
 GA0411  ___________________________________________________________________
 GA0411  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA0411  DYNAMIC HT  -         720.408 (meters)    2363.54  (feet)  COMP
 GA0411  MODELED GRAV-     979,595.6   (mgal)                       NAVD 88
 GA0411
 GA0411  VERT ORDER  -  FIRST     CLASS II
 GA0411
 GA0411.The horizontal coordinates were scaled from a topographic map and have
 GA0411.an estimated accuracy of +/- 6 seconds.
 GA0411
 GA0411.The orthometric height was determined by differential leveling
 GA0411.and adjusted by the National Geodetic Survey in June 1991..
 GA0411
 GA0411.The geoid height was determined by GEOID03.
 GA0411
 GA0411.The dynamic height is computed by dividing the NAVD 88
 GA0411.geopotential number by the normal gravity value computed on the
 GA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0411.degrees latitude (g = 980.6199 gals.).
 GA0411
 GA0411.The modeled gravity was interpolated from observed gravity values.
 GA0411
 GA0411;                    North         East    Units  Estimated Accuracy
 GA0411;SPC TN       -   216,340.      947,410.      MT  (+/- 180 meters Scaled)
 GA0411
 GA0411                          SUPERSEDED SURVEY CONTROL
 GA0411
 GA0411  NGVD 29 (??/??/92)  721.254  (m)         2366.31   (f) ADJ UNCH    1 2
 GA0411
 GA0411.Superseded values are not recommended for survey control.
 GA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0411.See file dsdata.txt to determine how the superseded data were derived.
 GA0411
 GA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA979091(NAD 83)
 GA0411_MARKER: DB = BENCH MARK DISK
 GA0411_SETTING: 66 = SET IN ROCK OUTCROP
 GA0411_SP_SET: SET IN ROCK OUTCROP
 GA0411_STAMPING: 2366.498 C 12 1933
 GA0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0411+STABILITY: POSITION/ELEVATION WELL
 GA0411
 GA0411  HISTORY     - Date     Condition        Report By
 GA0411  HISTORY     - 1933     MONUMENTED       CGS
 GA0411
 GA0411                          STATION DESCRIPTION
 GA0411
 GA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0411'4.5 MI NW FROM ROAN MOUNTAIN.
 GA0411'4.5 MILES NORTHWEST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0411'CAROLINA RAILROAD FROM ROAN MOUNTAIN, CARTER COUNTY, 55 FEET
 GA0411'SOUTHEAST OF MILEPOST 21, 5 FEET NORTHEAST OF THE CENTERLINE OF
 GA0411'THE TRACK, AND IN THE TOP OF A ROCK IN THE SIDE OF A CUT.  A
 GA0411'STANDARD DISK, STAMPED 2366.498 C 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1119 ***********************************************************************
 FB1119  DESIGNATION -  C 121
 FB1119  PID         -  FB1119
 FB1119  STATE/COUNTY-  TN/GREENE
 FB1119  USGS QUAD   -  HOT SPRINGS (1991)
 FB1119
 FB1119                         *CURRENT SURVEY CONTROL
 FB1119  ___________________________________________________________________
 FB1119* NAD 83(1986)-  35 59 45.     (N)    082 51 11.     (W)     SCALED    
 FB1119* NAVD 88     -       448.49   (+/-2cm)    1471.4    (feet)  VERTCON   
 FB1119  ___________________________________________________________________
 FB1119  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FB1119
 FB1119  VERT ORDER  -  ? (See Below)
 FB1119
 FB1119.The horizontal coordinates were scaled from a topographic map and have
 FB1119.an estimated accuracy of +/- 6 seconds.
 FB1119
 FB1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1119.The vertical order pertains to the NGVD 29 superseded value.
 FB1119
 FB1119.The geoid height was determined by GEOID03.
 FB1119
 FB1119;                    North         East    Units  Estimated Accuracy
 FB1119;SPC TN       -   189,020.      883,690.      MT  (+/- 180 meters Scaled)
 FB1119
 FB1119                          SUPERSEDED SURVEY CONTROL
 FB1119
 FB1119  NGVD 29 (??/??/92)  448.608  (m)         1471.81   (f) ADJ UNCH    ?  
 FB1119
 FB1119.Superseded values are not recommended for survey control.
 FB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1119.See file dsdata.txt to determine how the superseded data were derived.
 FB1119
 FB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV329850(NAD 83)
 FB1119_MARKER: DB = BENCH MARK DISK
 FB1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1119_STAMPING: C 121 1935
 FB1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1119+STABILITY: SURFACE MOTION
 FB1119
 FB1119  HISTORY     - Date     Condition        Report By
 FB1119  HISTORY     - 1935     MONUMENTED       CGS
 FB1119  HISTORY     - 1955     GOOD             NGS
 FB1119
 FB1119                          STATION DESCRIPTION
 FB1119
 FB1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1119'12.6 MI NE FROM WOLF CREEK.
 FB1119'IN GREENE COUNTY, 12.6 MILES NORTHEAST ALONG THE COVE CREEK
 FB1119'ROAD FROM WOLF CREEK, COCKE COUNTY, 0.2 MILE NORTH OF THE JUNCTION
 FB1119'OF A ROAD LEADING EAST AT A CEMETERY, ON THE ST. GEORGE C. ROLLINS
 FB1119'PROPERTY, 60.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FB1119'ROLLINS STORE, 38.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FB1119'HOUSE, 30 FEET SOUTHWEST OF A GATE TO THE HOUSE, 24 FEET NORTHWEST
 FB1119'OF THE MAIL BOX, 30 FEET NORTHWEST OF THE ROAD, AND 1 FOOT
 FB1119'SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE TOP OF
 FB1119'A CONCRETE POST.  NOTE-- MARK IS FLUSH WITH GROUND IN LAWN.  NO
 FB1119'POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1275 ***********************************************************************
 FB1275  DESIGNATION -  C 122
 FB1275  PID         -  FB1275
 FB1275  STATE/COUNTY-  TN/COCKE
 FB1275  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1275
 FB1275                         *CURRENT SURVEY CONTROL
 FB1275  ___________________________________________________________________
 FB1275* NAD 83(1986)-  35 52 35.     (N)    083 15 26.     (W)     SCALED    
 FB1275* NAVD 88     -       395.38   (+/-2cm)    1297.2    (feet)  VERTCON   
 FB1275  ___________________________________________________________________
 FB1275  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1275
 FB1275  VERT ORDER  -  ? (See Below)
 FB1275
 FB1275.The horizontal coordinates were scaled from a topographic map and have
 FB1275.an estimated accuracy of +/- 6 seconds.
 FB1275
 FB1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1275.The vertical order pertains to the NGVD 29 superseded value.
 FB1275
 FB1275.The geoid height was determined by GEOID03.
 FB1275
 FB1275;                    North         East    Units  Estimated Accuracy
 FB1275;SPC TN       -   174,670.      847,640.      MT  (+/- 180 meters Scaled)
 FB1275
 FB1275                          SUPERSEDED SURVEY CONTROL
 FB1275
 FB1275  NGVD 29 (??/??/92)  395.539  (m)         1297.70   (f) ADJ UNCH    ?  
 FB1275
 FB1275.Superseded values are not recommended for survey control.
 FB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1275.See file dsdata.txt to determine how the superseded data were derived.
 FB1275
 FB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV962725(NAD 83)
 FB1275_MARKER: DB = BENCH MARK DISK
 FB1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1275_STAMPING: C 122 1935
 FB1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1275+STABILITY: SURFACE MOTION
 FB1275
 FB1275  HISTORY     - Date     Condition        Report By
 FB1275  HISTORY     - 1935     MONUMENTED       CGS
 FB1275  HISTORY     - 1949     GOOD             NGS
 FB1275
 FB1275                          STATION DESCRIPTION
 FB1275
 FB1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1275'AT JENKINS CHURCH.
 FB1275'AT JENKINS CHURCH, COCKE COUNTY, ALONG THE JONES COVE ROAD, 600
 FB1275'FEET SOUTHWEST OF A LARGE TIN-ROOFED BARN, 75 FEET EAST OF THE
 FB1275'JUNCTION OF A Y-ROAD LEADING SOUTH, 33 FEET NORTHEAST OF THE
 FB1275'NORTHEAST CORNER OF THE CHURCH, 28 FEET SOUTHEAST OF THE CENTERLINE
 FB1275'OF THE ROAD, AT A CEDAR GROVE, AND 12.2 FEET NORTHWEST OF A
 FB1275'16-INCH CEDAR TREE.  A STANDARD DISK, STAMPED C 122 1935 AND
 FB1275'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1372 ***********************************************************************
 FB1372  DESIGNATION -  C 122 X
 FB1372  PID         -  FB1372
 FB1372  STATE/COUNTY-  TN/JEFFERSON
 FB1372  USGS QUAD   -  SHADY GROVE (1980)
 FB1372
 FB1372                         *CURRENT SURVEY CONTROL
 FB1372  ___________________________________________________________________
 FB1372* NAD 83(1986)-  35 58 02.     (N)    083 24 38.     (W)     SCALED    
 FB1372* NAVD 88     -       316.29   (+/-2cm)    1037.7    (feet)  VERTCON   
 FB1372  ___________________________________________________________________
 FB1372  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1372
 FB1372  VERT ORDER  -  ? (See Below)
 FB1372
 FB1372.The horizontal coordinates were scaled from a topographic map and have
 FB1372.an estimated accuracy of +/- 6 seconds.
 FB1372
 FB1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1372.The vertical order pertains to the NGVD 29 superseded value.
 FB1372
 FB1372.The geoid height was determined by GEOID03.
 FB1372
 FB1372;                    North         East    Units  Estimated Accuracy
 FB1372;SPC TN       -   184,370.      833,530.      MT  (+/- 180 meters Scaled)
 FB1372
 FB1372                          SUPERSEDED SURVEY CONTROL
 FB1372
 FB1372  NGVD 29 (??/??/92)  316.456  (m)         1038.24   (f) ADJ UNCH    ?  
 FB1372
 FB1372.Superseded values are not recommended for survey control.
 FB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1372.See file dsdata.txt to determine how the superseded data were derived.
 FB1372
 FB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV826829(NAD 83)
 FB1372_MARKER: DB = BENCH MARK DISK
 FB1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1372+STABILITY: SURFACE MOTION
 FB1372
 FB1372  HISTORY     - Date     Condition        Report By
 FB1372  HISTORY     - UNK      MONUMENTED       CGS
 FB1372  HISTORY     - 1949     GOOD             NGS
 FB1372
 FB1372                          STATION DESCRIPTION
 FB1372
 FB1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1372'5.9 MI S FROM DANDRIDGE.
 FB1372'5.9 MILES (AIRLINE) SOUTH OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1372'COUNTY, 0.7 MILE NORTHEAST OF PLEASANT HILL, 0.1 MILE NORTHEAST
 FB1372'OF THE OLD DANDRIDGE-SERVIERVILLE ROAD ON THE MUDDY CREEK ROAD,
 FB1372'ON THE GEORGE PARTON PROPERTY, 69 FEET SOUTHWEST OF THE HOUSE,
 FB1372'85.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 106 FEET WEST
 FB1372'OF THE CENTERLINE OF THE MUDDY CREEK ROAD, 27 FEET SOUTHWEST OF
 FB1372'AN 18-INCH OAK TREE, 11.7 FEET NORTHWEST OF A 6-INCH WHITE OAK
 FB1372'TREE, 36 FEET SOUTHEAST OF A FENCE LINE, AND 1 FOOT EAST OF A
 FB1372'METAL WITNESS SIGN.  A STANDARD DISK, SET IN THE TOP OF A
 FB1372'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1327 ***********************************************************************
 FB1327  DESIGNATION -  C 125
 FB1327  PID         -  FB1327
 FB1327  STATE/COUNTY-  TN/COCKE
 FB1327  USGS QUAD   -  WATERVILLE (1968)
 FB1327
 FB1327                         *CURRENT SURVEY CONTROL
 FB1327  ___________________________________________________________________
 FB1327* NAD 83(1986)-  35 50 04.     (N)    083 07 26.     (W)     SCALED    
 FB1327* NAVD 88     -       441.51   (+/-2cm)    1448.5    (feet)  VERTCON   
 FB1327  ___________________________________________________________________
 FB1327  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB1327
 FB1327  VERT ORDER  -  ? (See Below)
 FB1327
 FB1327.The horizontal coordinates were scaled from a topographic map and have
 FB1327.an estimated accuracy of +/- 6 seconds.
 FB1327
 FB1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1327.The vertical order pertains to the NGVD 29 superseded value.
 FB1327
 FB1327.The geoid height was determined by GEOID03.
 FB1327
 FB1327;                    North         East    Units  Estimated Accuracy
 FB1327;SPC TN       -   170,370.      859,810.      MT  (+/- 180 meters Scaled)
 FB1327
 FB1327                          SUPERSEDED SURVEY CONTROL
 FB1327
 FB1327  NGVD 29 (??/??/92)  441.651  (m)         1448.98   (f) ADJ UNCH    ?  
 FB1327
 FB1327.Superseded values are not recommended for survey control.
 FB1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1327.See file dsdata.txt to determine how the superseded data were derived.
 FB1327
 FB1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV081676(NAD 83)
 FB1327_MARKER: DB = BENCH MARK DISK
 FB1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1327_STAMPING: C 125 1935
 FB1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1327+STABILITY: SURFACE MOTION
 FB1327
 FB1327  HISTORY     - Date     Condition        Report By
 FB1327  HISTORY     - 1935     MONUMENTED       CGS
 FB1327  HISTORY     - 1949     GOOD             NGS
 FB1327
 FB1327                          STATION DESCRIPTION
 FB1327
 FB1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1327'2 MI NE FROM HARTFORD.
 FB1327'2.0 MILES NORTHEAST ALONG THE CRIPPLE CREEK ROAD FROM HARTFORD,
 FB1327'COCKE COUNTY, PROPERTY OF ROY LAW, 21.7 FEET NORTHEAST OF THE
 FB1327'NORTHEAST CORNER OF THE HOUSE, 52 FEET SOUTHWEST OF A CORNCRIB,
 FB1327'36 FEET NORTHWEST OF CRIPPLE CREEK, 15 FEET SOUTHEAST OF THE
 FB1327'ROAD, 9.7 FEET NORTHWEST OF A 4-INCH PEACH TREE, AND 7 FEET LOWER
 FB1327'THAN THE ROAD.  A STANDARD DISK, STAMPED C 125 1935 AND SET IN
 FB1327'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1355 ***********************************************************************
 FB1355  DESIGNATION -  C 126
 FB1355  PID         -  FB1355
 FB1355  STATE/COUNTY-  TN/COCKE
 FB1355  USGS QUAD   -  WATERVILLE (1968)
 FB1355
 FB1355                         *CURRENT SURVEY CONTROL
 FB1355  ___________________________________________________________________
 FB1355* NAD 83(1986)-  35 47 40.     (N)    083 01 19.     (W)     SCALED    
 FB1355* NAVD 88     -       840.33   (+/-2cm)    2757.0    (feet)  VERTCON   
 FB1355  ___________________________________________________________________
 FB1355  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB1355
 FB1355  VERT ORDER  -  ? (See Below)
 FB1355
 FB1355.The horizontal coordinates were scaled from a topographic map and have
 FB1355.an estimated accuracy of +/- 6 seconds.
 FB1355
 FB1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1355.The vertical order pertains to the NGVD 29 superseded value.
 FB1355
 FB1355.The geoid height was determined by GEOID03.
 FB1355
 FB1355;                    North         East    Units  Estimated Accuracy
 FB1355;SPC TN       -   166,200.      869,150.      MT  (+/- 180 meters Scaled)
 FB1355
 FB1355                          SUPERSEDED SURVEY CONTROL
 FB1355
 FB1355  NGVD 29 (??/??/92)  840.414  (m)         2757.26   (f) ADJ UNCH    ?  
 FB1355
 FB1355.Superseded values are not recommended for survey control.
 FB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1355.See file dsdata.txt to determine how the superseded data were derived.
 FB1355
 FB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV172630(NAD 83)
 FB1355_MARKER: DB = BENCH MARK DISK
 FB1355_SETTING: 80 = SET IN A BOULDER
 FB1355_SP_SET: BOULDER
 FB1355_STAMPING: C 126 1935
 FB1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1355+STABILITY: SURFACE MOTION
 FB1355
 FB1355  HISTORY     - Date     Condition        Report By
 FB1355  HISTORY     - 1935     MONUMENTED       CGS
 FB1355  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1355
 FB1355                          STATION DESCRIPTION
 FB1355
 FB1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1355'3.8 MI SE FROM NEW PROSPECT SCHOOL.
 FB1355'3.8 MILES SOUTHEAST ALONG THE GULF FORK ROAD AND THE DEEP GAP
 FB1355'CREEK ROAD FROM THE ROAD JUNCTION AT NEW PROSPECT SCHOOL, COCKE
 FB1355'COUNTY, 0.8 MILE NORTH OF DEEP GAP, ON THE PROPERTY OF CHAMPION
 FB1355'FIBER CO., 70 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE
 FB1355'NORTHWEST CORNER OF A SMALL CLEARING (THE FIRST CLEARING ON
 FB1355'THE ROAD UP TO DEEP GAP), 63 FEET NORTHWEST OF A TWIN POPLAR
 FB1355'TREE IN A DRAIN, 19.5 FEET SOUTHEAST OF A 12-INCH TWIN POPLAR
 FB1355'TREE IN THE CORNER OF THE CLEARING, AND IN THE TOP OF A BOULDER
 FB1355'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED C 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2062 ***********************************************************************
 FB2062  DESIGNATION -  C 127
 FB2062  PID         -  FB2062
 FB2062  STATE/COUNTY-  TN/SEVIER
 FB2062  USGS QUAD   -  PIGEON FORGE (1970)
 FB2062
 FB2062                         *CURRENT SURVEY CONTROL
 FB2062  ___________________________________________________________________
 FB2062* NAD 83(1986)-  35 46 00.     (N)    083 33 20.     (W)     SCALED    
 FB2062* NAVD 88     -       343.191  (meters)    1125.95   (feet)  ADJUSTED  
 FB2062  ___________________________________________________________________
 FB2062  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB2062  DYNAMIC HT  -         342.862 (meters)    1124.87  (feet)  COMP
 FB2062  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 FB2062
 FB2062  VERT ORDER  -  SECOND    CLASS 0
 FB2062
 FB2062.The horizontal coordinates were scaled from a topographic map and have
 FB2062.an estimated accuracy of +/- 6 seconds.
 FB2062
 FB2062.The orthometric height was determined by differential leveling
 FB2062.and adjusted by the National Geodetic Survey in June 1991..
 FB2062
 FB2062.The geoid height was determined by GEOID03.
 FB2062
 FB2062.The dynamic height is computed by dividing the NAVD 88
 FB2062.geopotential number by the normal gravity value computed on the
 FB2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2062.degrees latitude (g = 980.6199 gals.).
 FB2062
 FB2062.The modeled gravity was interpolated from observed gravity values.
 FB2062
 FB2062;                    North         East    Units  Estimated Accuracy
 FB2062;SPC TN       -   161,790.      821,010.      MT  (+/- 180 meters Scaled)
 FB2062
 FB2062                          SUPERSEDED SURVEY CONTROL
 FB2062
 FB2062  NGVD 29 (??/??/92)  343.309  (m)         1126.34   (f) ADJ UNCH    2 0
 FB2062
 FB2062.Superseded values are not recommended for survey control.
 FB2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2062.See file dsdata.txt to determine how the superseded data were derived.
 FB2062
 FB2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV689610(NAD 83)
 FB2062_MARKER: DB = BENCH MARK DISK
 FB2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2062_STAMPING: C 127 1935
 FB2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2062+STABILITY: SURFACE MOTION
 FB2062
 FB2062  HISTORY     - Date     Condition        Report By
 FB2062  HISTORY     - 1935     MONUMENTED       CGS
 FB2062  HISTORY     - 1949     GOOD             NGS
 FB2062  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB2062
 FB2062                          STATION DESCRIPTION
 FB2062
 FB2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2062'2.4 MI S FROM PIGEON FORGE.
 FB2062'2.4 MILES SOUTH OF PIGEON FORGE, ON THE MILL CREEK ROAD, AT THE
 FB2062'NORTH EDGE OF A PINE-SAPLING THICKET OPPOSITE A 6-FOOT ROAD CUT,
 FB2062'12 FEET EAST OF A FOOTPATH, 17 FEET SOUTHEAST OF THE ROAD, 11
 FB2062'FEET SOUTHEAST OF A 6-INCH OAK STUMP 6 FEET HIGH, 8.2 FEET
 FB2062'NORTHWEST OF A 3-INCH PINE TREE, AND ABOUT 4 FEET LOWER THAN THE
 FB2062'ROAD.  A STANDARD DISK, STAMPED C 127 1935 AND SET IN THE TOP OF
 FB2062'A CONCRETE POST.  NOTE-- CONTROL MARKER SIGN SET 1.0 FT SOUTHEAST
 FB2062'OF MONUMENT.
 FB2062
 FB2062                          STATION RECOVERY (1972)
 FB2062
 FB2062'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1182 ***********************************************************************
 FB1182  DESIGNATION -  C 128
 FB1182  PID         -  FB1182
 FB1182  STATE/COUNTY-  TN/COCKE
 FB1182  USGS QUAD   -  NEWPORT (1992)
 FB1182
 FB1182                         *CURRENT SURVEY CONTROL
 FB1182  ___________________________________________________________________
 FB1182* NAD 83(1986)-  35 57 07.     (N)    083 07 54.     (W)     SCALED    
 FB1182* NAVD 88     -       335.376  (meters)    1100.31   (feet)  ADJUSTED  
 FB1182  ___________________________________________________________________
 FB1182  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1182  DYNAMIC HT  -         335.057 (meters)    1099.27  (feet)  COMP
 FB1182  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 FB1182
 FB1182  VERT ORDER  -  FIRST     CLASS I
 FB1182
 FB1182.The horizontal coordinates were scaled from a topographic map and have
 FB1182.an estimated accuracy of +/- 6 seconds.
 FB1182
 FB1182.The orthometric height was determined by differential leveling
 FB1182.and adjusted by the National Geodetic Survey in June 1991..
 FB1182
 FB1182.The geoid height was determined by GEOID03.
 FB1182
 FB1182.The dynamic height is computed by dividing the NAVD 88
 FB1182.geopotential number by the normal gravity value computed on the
 FB1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1182.degrees latitude (g = 980.6199 gals.).
 FB1182
 FB1182.The modeled gravity was interpolated from observed gravity values.
 FB1182
 FB1182;                    North         East    Units  Estimated Accuracy
 FB1182;SPC TN       -   183,380.      858,730.      MT  (+/- 180 meters Scaled)
 FB1182
 FB1182                          SUPERSEDED SURVEY CONTROL
 FB1182
 FB1182  NGVD 29 (??/??/92)  335.528  (m)         1100.81   (f) ADJ UNCH    1 1
 FB1182
 FB1182.Superseded values are not recommended for survey control.
 FB1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1182.See file dsdata.txt to determine how the superseded data were derived.
 FB1182
 FB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV077807(NAD 83)
 FB1182_MARKER: DB = BENCH MARK DISK
 FB1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1182_SP_SET: OVERPASS
 FB1182_STAMPING: C 128 1935
 FB1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1182
 FB1182  HISTORY     - Date     Condition        Report By
 FB1182  HISTORY     - 1935     MONUMENTED       CGS
 FB1182  HISTORY     - 1967     GOOD             NGS
 FB1182
 FB1182                          STATION DESCRIPTION
 FB1182
 FB1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1182'3.7 MI E FROM NEWPORT.
 FB1182'ABOUT 3.7 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1182'FROM THE STATION AT NEWPORT, 4 FEET NORTH OF THE NORTH RAIL OF
 FB1182'THE TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 FB1182'ABUTMENT OF A RAILROAD OVERPASS FOR A GRAVELED ROAD WHICH IS
 FB1182'STEPHEN ROAD, 170 YARDS WEST OF THE CROSSING OF THE RAILROAD
 FB1182'AND AN OVERHEAD POWER LINE, 3 INCHES WEST OF THE WEST END OF A
 FB1182'BOARD WALKWAY ON THE OVERPASS, 75 FEET SOUTH OF A BUILDING
 FB1182'WHICH HOUSES THE HENSLEY GROCERY STORE AND SERVICE STATION, AND
 FB1182'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1771 ***********************************************************************
 GA1771  DESIGNATION -  C 129
 GA1771  PID         -  GA1771
 GA1771  STATE/COUNTY-  TN/JEFFERSON
 GA1771  USGS QUAD   -  WHITE PINE (1961)
 GA1771
 GA1771                         *CURRENT SURVEY CONTROL
 GA1771  ___________________________________________________________________
 GA1771* NAD 83(1986)-  36 06 27.     (N)    083 17 10.     (W)     SCALED    
 GA1771* NAVD 88     -       347.289  (meters)    1139.40   (feet)  ADJUSTED  
 GA1771  ___________________________________________________________________
 GA1771  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1771  DYNAMIC HT  -         346.965 (meters)    1138.33  (feet)  COMP
 GA1771  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA1771
 GA1771  VERT ORDER  -  FIRST     CLASS II
 GA1771
 GA1771.The horizontal coordinates were scaled from a topographic map and have
 GA1771.an estimated accuracy of +/- 6 seconds.
 GA1771
 GA1771.The orthometric height was determined by differential leveling
 GA1771.and adjusted by the National Geodetic Survey in June 1991..
 GA1771
 GA1771.The geoid height was determined by GEOID03.
 GA1771
 GA1771.The dynamic height is computed by dividing the NAVD 88
 GA1771.geopotential number by the normal gravity value computed on the
 GA1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1771.degrees latitude (g = 980.6199 gals.).
 GA1771
 GA1771.The modeled gravity was interpolated from observed gravity values.
 GA1771
 GA1771;                    North         East    Units  Estimated Accuracy
 GA1771;SPC TN       -   200,230.      844,320.      MT  (+/- 180 meters Scaled)
 GA1771
 GA1771                          SUPERSEDED SURVEY CONTROL
 GA1771
 GA1771  NGVD 29 (??/??/92)  347.429  (m)         1139.86   (f) ADJ UNCH    1 2
 GA1771
 GA1771.Superseded values are not recommended for survey control.
 GA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1771.See file dsdata.txt to determine how the superseded data were derived.
 GA1771
 GA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV942982(NAD 83)
 GA1771_MARKER: DB = BENCH MARK DISK
 GA1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1771_STAMPING: C 129 1935
 GA1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1771+STABILITY: SURFACE MOTION
 GA1771
 GA1771  HISTORY     - Date     Condition        Report By
 GA1771  HISTORY     - 1935     MONUMENTED       CGS
 GA1771  HISTORY     - 1965     GOOD             NGS
 GA1771  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1771
 GA1771                          STATION DESCRIPTION
 GA1771
 GA1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GA1771'AT WHITE PINE.
 GA1771'AT WHITE PINE, JEFFERSON COUNTY, ABOUT 1 1/2 RAILS SOUTHEAST OF
 GA1771'THE SOUTHERN RAILWAY STATION, 18 YARDS SOUTHWEST OF MILEPOST 219,
 GA1771'4 1/2 RAILS SOUTHEAST OF THE CENTER OF A STREET CROSSING, 8
 GA1771'YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1/2
 GA1771'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C
 GA1771'129 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK
 GA1771'IS 117 PACES SE OF MILEPOST 219.
 GA1771
 GA1771                          STATION RECOVERY (1967)
 GA1771
 GA1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0765 ***********************************************************************
 GD0765  DESIGNATION -  C 13
 GD0765  PID         -  GD0765
 GD0765  STATE/COUNTY-  TN/LAKE
 GD0765  USGS QUAD   -  TIPTONVILLE (1981)
 GD0765
 GD0765                         *CURRENT SURVEY CONTROL
 GD0765  ___________________________________________________________________
 GD0765* NAD 83(1986)-  36 22 41.     (N)    089 27 03.     (W)     SCALED    
 GD0765* NAVD 88     -        92.428  (meters)     303.24   (feet)  ADJUSTED  
 GD0765  ___________________________________________________________________
 GD0765  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0765  DYNAMIC HT  -          92.354 (meters)     303.00  (feet)  COMP
 GD0765  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GD0765
 GD0765  VERT ORDER  -  SECOND    CLASS 0
 GD0765
 GD0765.The horizontal coordinates were scaled from a topographic map and have
 GD0765.an estimated accuracy of +/- 6 seconds.
 GD0765
 GD0765.The orthometric height was determined by differential leveling
 GD0765.and adjusted by the National Geodetic Survey in June 1991..
 GD0765
 GD0765.The geoid height was determined by GEOID03.
 GD0765
 GD0765.The dynamic height is computed by dividing the NAVD 88
 GD0765.geopotential number by the normal gravity value computed on the
 GD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0765.degrees latitude (g = 980.6199 gals.).
 GD0765
 GD0765.The modeled gravity was interpolated from observed gravity values.
 GD0765
 GD0765;                    North         East    Units  Estimated Accuracy
 GD0765;SPC TN       -   232,320.      290,420.      MT  (+/- 180 meters Scaled)
 GD0765
 GD0765                          SUPERSEDED SURVEY CONTROL
 GD0765
 GD0765  NGVD 29 (??/??/??)   92.359  (m)          303.01   (f) ADJUSTED    2 0
 GD0765
 GD0765.Superseded values are not recommended for survey control.
 GD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0765.See file dsdata.txt to determine how the superseded data were derived.
 GD0765
 GD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF801286(NAD 83)
 GD0765_MARKER: DB = BENCH MARK DISK
 GD0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0765_STAMPING: C 13 1935
 GD0765_MARK LOGO: CGS   
 GD0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0765+STABILITY: SURFACE MOTION
 GD0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0765+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0765
 GD0765  HISTORY     - Date     Condition        Report By
 GD0765  HISTORY     - 1935     MONUMENTED       CGS
 GD0765  HISTORY     - 1974     GOOD             NGS
 GD0765  HISTORY     - 19950627 GOOD             USE
 GD0765  HISTORY     - 20020801 GOOD             USACE
 GD0765
 GD0765                          STATION DESCRIPTION
 GD0765
 GD0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0765'0.85 MI E FROM TIPTONVILLE.
 GD0765'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAYS 21 AND 22 FROM ITS
 GD0765'INTERSECTION WITH STATE HIGHWAY 78 AT TIPTONVILLE, IN THE YARD OF A
 GD0765'LARGE LOG HOUSE, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, 18
 GD0765'FEET EAST OF THE CENTER LINE OF DRIVEWAY ENTRANCE, 1 FOOT WEST OF A
 GD0765'METAL WITNESS POST, 0.5 FOOT ABOVE HIGHWAY AND IN THE TOP OF A
 GD0765'CONCRETE POST FLUSH WITH THE GROUND.
 GD0765
 GD0765                          STATION RECOVERY (1995)
 GD0765
 GD0765'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD0765'RECOVERED AS DESCRIBED.
 GD0765
 GD0765                          STATION RECOVERY (2002)
 GD0765
 GD0765'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2217 ***********************************************************************
 GA2217  DESIGNATION -  C 130
 GA2217  PID         -  GA2217
 GA2217  STATE/COUNTY-  TN/KNOX
 GA2217  USGS QUAD   -  MASCOT (1987)
 GA2217
 GA2217                         *CURRENT SURVEY CONTROL
 GA2217  ___________________________________________________________________
 GA2217* NAD 83(1986)-  36 03 52.     (N)    083 44 00.     (W)     SCALED    
 GA2217* NAVD 88     -       270.428  (meters)     887.23   (feet)  POSTED    
 GA2217  ___________________________________________________________________
 GA2217  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2217  DYNAMIC HT  -         270.180 (meters)     886.42  (feet)  COMP
 GA2217  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2217
 GA2217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2217
 GA2217.The horizontal coordinates were scaled from a topographic map and have
 GA2217.an estimated accuracy of +/- 6 seconds.
 GA2217
 GA2217.The orthometric height was determined by differential leveling
 GA2217.and adjusted by the National Geodetic Survey in 1992..
 GA2217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2217.rate of 0.0 thru 1.0 mm/km.
 GA2217
 GA2217.The geoid height was determined by GEOID03.
 GA2217
 GA2217.The dynamic height is computed by dividing the NAVD 88
 GA2217.geopotential number by the normal gravity value computed on the
 GA2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2217.degrees latitude (g = 980.6199 gals.).
 GA2217
 GA2217.The modeled gravity was interpolated from observed gravity values.
 GA2217
 GA2217;                    North         East    Units  Estimated Accuracy
 GA2217;SPC TN       -   194,430.      804,180.      MT  (+/- 180 meters Scaled)
 GA2217
 GA2217                          SUPERSEDED SURVEY CONTROL
 GA2217
 GA2217  NGVD 29 (??/??/92)  270.557  (m)          887.65   (f) ADJ UNCH    1 2
 GA2217
 GA2217.Superseded values are not recommended for survey control.
 GA2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2217.See file dsdata.txt to determine how the superseded data were derived.
 GA2217
 GA2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538945(NAD 83)
 GA2217_MARKER: DB = BENCH MARK DISK
 GA2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2217_STAMPING: C 130 1936
 GA2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2217+STABILITY: SURFACE MOTION
 GA2217
 GA2217  HISTORY     - Date     Condition        Report By
 GA2217  HISTORY     - 1936     MONUMENTED       CGS
 GA2217  HISTORY     - 1949     GOOD             NGS
 GA2217  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2217
 GA2217                          STATION DESCRIPTION
 GA2217
 GA2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2217'AT MASCOT.
 GA2217'AT MASCOT, KNOX COUNTY, 112.5 FEET SOUTHEAST OF THE SOUTHERN
 GA2217'RAILWAY STATION, 15 RAILS EAST OF MILEPOST 117, 61 FEET SOUTH OF
 GA2217'THE SOUTH RAIL, AT A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN
 GA2217'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 130 1936 AND
 GA2217'SET IN A CONCRETE POST.
 GA2217
 GA2217                          STATION RECOVERY (1967)
 GA2217
 GA2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0005 ***********************************************************************
 FC0005  DESIGNATION -  C 131
 FC0005  PID         -  FC0005
 FC0005  STATE/COUNTY-  TN/MONROE
 FC0005  USGS QUAD   -  SWEETWATER (1989)
 FC0005
 FC0005                         *CURRENT SURVEY CONTROL
 FC0005  ___________________________________________________________________
 FC0005* NAD 83(1986)-  35 35 14.     (N)    084 28 00.     (W)     SCALED    
 FC0005* NAVD 88     -       280.558  (meters)     920.46   (feet)  ADJUSTED  
 FC0005  ___________________________________________________________________
 FC0005  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0005  DYNAMIC HT  -         280.286 (meters)     919.57  (feet)  COMP
 FC0005  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 FC0005
 FC0005  VERT ORDER  -  FIRST     CLASS II
 FC0005
 FC0005.The horizontal coordinates were scaled from a topographic map and have
 FC0005.an estimated accuracy of +/- 6 seconds.
 FC0005
 FC0005.The orthometric height was determined by differential leveling
 FC0005.and adjusted by the National Geodetic Survey in June 1991..
 FC0005
 FC0005.The geoid height was determined by GEOID03.
 FC0005
 FC0005.The dynamic height is computed by dividing the NAVD 88
 FC0005.geopotential number by the normal gravity value computed on the
 FC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0005.degrees latitude (g = 980.6199 gals.).
 FC0005
 FC0005.The modeled gravity was interpolated from observed gravity values.
 FC0005
 FC0005;                    North         East    Units  Estimated Accuracy
 FC0005;SPC TN       -   140,210.      738,960.      MT  (+/- 180 meters Scaled)
 FC0005
 FC0005                          SUPERSEDED SURVEY CONTROL
 FC0005
 FC0005  NGVD 29 (??/??/92)  280.632  (m)          920.71   (f) ADJ UNCH    1 2
 FC0005
 FC0005.Superseded values are not recommended for survey control.
 FC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0005.See file dsdata.txt to determine how the superseded data were derived.
 FC0005
 FC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE295411(NAD 83)
 FC0005_MARKER: DD = SURVEY DISK
 FC0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0005_SP_SET: TOWER BASE
 FC0005_STAMPING: C 131 1936
 FC0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0005
 FC0005  HISTORY     - Date     Condition        Report By
 FC0005  HISTORY     - UNK      MONUMENTED       CGS
 FC0005  HISTORY     - 1936     GOOD             NGS
 FC0005  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0005
 FC0005                          STATION DESCRIPTION
 FC0005
 FC0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0005'0.9 MI SW FROM SWEETWATER.
 FC0005'0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0005'SWEETWATER, MONROE COUNTY, 10 RAILS NORTH OF MILEPOST 173, 10
 FC0005'POLES SOUTHEAST OF THE EAST CORNER OF A CEMETERY, 6
 FC0005'POWER-TRANSMISSION LINE POLES NORTH OF A FARM ROAD CROSSING, 8
 FC0005'RAILS NORTH OF A WOODEN CULVERT OVER SWEETWATER CREEK, AT A
 FC0005'30-FOOT SIGNAL TOWER, AND IN THE SOUTHEAST CORNER OF THE CONCRETE
 FC0005'BASE.  A STANDARD DISK, STAMPED C 131 1936.
 FC0005
 FC0005                          STATION RECOVERY (1968)
 FC0005
 FC0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2005 ***********************************************************************
 FB2005  DESIGNATION -  C 132
 FB2005  PID         -  FB2005
 FB2005  STATE/COUNTY-  TN/BLOUNT
 FB2005  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2005
 FB2005                         *CURRENT SURVEY CONTROL
 FB2005  ___________________________________________________________________
 FB2005* NAD 83(1986)-  35 43 59.     (N)    083 57 02.     (W)     SCALED    
 FB2005* NAVD 88     -       319.755  (meters)    1049.06   (feet)  ADJUSTED  
 FB2005  ___________________________________________________________________
 FB2005  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FB2005  DYNAMIC HT  -         319.452 (meters)    1048.07  (feet)  COMP
 FB2005  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FB2005
 FB2005  VERT ORDER  -  SECOND    CLASS 0
 FB2005
 FB2005.The horizontal coordinates were scaled from a topographic map and have
 FB2005.an estimated accuracy of +/- 6 seconds.
 FB2005
 FB2005.The orthometric height was determined by differential leveling
 FB2005.and adjusted by the National Geodetic Survey in June 1991..
 FB2005
 FB2005.The geoid height was determined by GEOID03.
 FB2005
 FB2005.The dynamic height is computed by dividing the NAVD 88
 FB2005.geopotential number by the normal gravity value computed on the
 FB2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2005.degrees latitude (g = 980.6199 gals.).
 FB2005
 FB2005.The modeled gravity was interpolated from observed gravity values.
 FB2005
 FB2005;                    North         East    Units  Estimated Accuracy
 FB2005;SPC TN       -   157,240.      785,380.      MT  (+/- 180 meters Scaled)
 FB2005
 FB2005                          SUPERSEDED SURVEY CONTROL
 FB2005
 FB2005  NGVD 29 (??/??/92)  319.863  (m)         1049.42   (f) ADJ UNCH    2 0
 FB2005
 FB2005.Superseded values are not recommended for survey control.
 FB2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2005.See file dsdata.txt to determine how the superseded data were derived.
 FB2005
 FB2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV331583(NAD 83)
 FB2005_MARKER: DB = BENCH MARK DISK
 FB2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2005_STAMPING: C 132 1935
 FB2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2005+STABILITY: SURFACE MOTION
 FB2005
 FB2005  HISTORY     - Date     Condition        Report By
 FB2005  HISTORY     - 1935     MONUMENTED       CGS
 FB2005
 FB2005                          STATION DESCRIPTION
 FB2005
 FB2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2005'1.8 MI SE FROM MARYVILLE.
 FB2005'1.8 MILES SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM THE COURTHOUSE
 FB2005'AT MARYVILLE, AT THE SOUTHWEST CORNER OF THE E.M. ALLISON
 FB2005'PROPERTY, 121 FEET NORTH OF THE ALLISON MAIL BOX, 87.8 FEET
 FB2005'SOUTHEAST OF POLE 29, 15 FEET SOUTH OF A DRIVEWAY, 15 FEET
 FB2005'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 6.5 FEET SOUTHWEST OF
 FB2005'A 4-INCH CEDAR TREE.  A STANDARD DISK, STAMPED C 132 1935 AND
 FB2005'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2268 ***********************************************************************
 GA2268  DESIGNATION -  C 132
 GA2268  PID         -  GA2268
 GA2268  STATE/COUNTY-  TN/UNION
 GA2268  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2268
 GA2268                         *CURRENT SURVEY CONTROL
 GA2268  ___________________________________________________________________
 GA2268* NAD 83(1986)-  36 14 58.     (N)    083 52 30.     (W)     SCALED    
 GA2268* NAVD 88     -       373.910  (meters)    1226.74   (feet)  ADJUSTED  
 GA2268  ___________________________________________________________________
 GA2268  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2268  DYNAMIC HT  -         373.571 (meters)    1225.62  (feet)  COMP
 GA2268  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GA2268
 GA2268  VERT ORDER  -  SECOND    CLASS 0
 GA2268
 GA2268.The horizontal coordinates were scaled from a topographic map and have
 GA2268.an estimated accuracy of +/- 6 seconds.
 GA2268
 GA2268.The orthometric height was determined by differential leveling
 GA2268.and adjusted by the National Geodetic Survey in June 1991..
 GA2268
 GA2268.The geoid height was determined by GEOID03.
 GA2268
 GA2268.The dynamic height is computed by dividing the NAVD 88
 GA2268.geopotential number by the normal gravity value computed on the
 GA2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2268.degrees latitude (g = 980.6199 gals.).
 GA2268
 GA2268.The modeled gravity was interpolated from observed gravity values.
 GA2268
 GA2268;                    North         East    Units  Estimated Accuracy
 GA2268;SPC TN       -   214,670.      790,970.      MT  (+/- 180 meters Scaled)
 GA2268
 GA2268                          SUPERSEDED SURVEY CONTROL
 GA2268
 GA2268  NGVD 29 (??/??/92)  374.009  (m)         1227.06   (f) ADJ UNCH    2 0
 GA2268
 GA2268.Superseded values are not recommended for survey control.
 GA2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2268.See file dsdata.txt to determine how the superseded data were derived.
 GA2268
 GA2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA416154(NAD 83)
 GA2268_MARKER: DB = BENCH MARK DISK
 GA2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2268_STAMPING: C 132 1936
 GA2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2268+STABILITY: SURFACE MOTION
 GA2268
 GA2268  HISTORY     - Date     Condition        Report By
 GA2268  HISTORY     - 1936     MONUMENTED       CGS
 GA2268  HISTORY     - 1950     GOOD             NGS
 GA2268
 GA2268                          STATION DESCRIPTION
 GA2268
 GA2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2268'3.1 MI E FROM NEW LOYSTON.
 GA2268'3.1 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM VALLEY GROVE
 GA2268'CHURCH AT NEW LOYSTON, UNION COUNTY, 0.4 MILE WEST OF A GROCERY
 GA2268'AND GENERAL STORE, 130 YARDS NORTH OF AN OLD UNPAINTED FRAME
 GA2268'CHURCH, 76 YARDS EAST OF THE CENTER OF THE JUNCTION OF A ROAD,
 GA2268'15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF
 GA2268'A RAIL FENCE, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A
 GA2268'STANDARD DISK, STAMPED C 132 1936 AND SET IN THE TOP OF A
 GA2268'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0133 ***********************************************************************
 FC0133  DESIGNATION -  C 133
 FC0133  PID         -  FC0133
 FC0133  STATE/COUNTY-  TN/LOUDON
 FC0133  USGS QUAD   -  LENOIR CITY (1986)
 FC0133
 FC0133                         *CURRENT SURVEY CONTROL
 FC0133  ___________________________________________________________________
 FC0133* NAD 83(1986)-  35 48 27.     (N)    084 16 55.     (W)     SCALED    
 FC0133* NAVD 88     -       256.845  (meters)     842.67   (feet)  ADJUSTED  
 FC0133  ___________________________________________________________________
 FC0133  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0133  DYNAMIC HT  -         256.601 (meters)     841.87  (feet)  COMP
 FC0133  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FC0133
 FC0133  VERT ORDER  -  SECOND    CLASS 0
 FC0133
 FC0133.The horizontal coordinates were scaled from a topographic map and have
 FC0133.an estimated accuracy of +/- 6 seconds.
 FC0133
 FC0133.The orthometric height was determined by differential leveling
 FC0133.and adjusted by the National Geodetic Survey in June 1991..
 FC0133
 FC0133.The geoid height was determined by GEOID03.
 FC0133
 FC0133.The dynamic height is computed by dividing the NAVD 88
 FC0133.geopotential number by the normal gravity value computed on the
 FC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0133.degrees latitude (g = 980.6199 gals.).
 FC0133
 FC0133.The modeled gravity was interpolated from observed gravity values.
 FC0133
 FC0133;                    North         East    Units  Estimated Accuracy
 FC0133;SPC TN       -   164,920.      755,270.      MT  (+/- 180 meters Scaled)
 FC0133
 FC0133                          SUPERSEDED SURVEY CONTROL
 FC0133
 FC0133  NGVD 29 (??/??/92)  256.957  (m)          843.03   (f) ADJ UNCH    2 0
 FC0133
 FC0133.Superseded values are not recommended for survey control.
 FC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0133.See file dsdata.txt to determine how the superseded data were derived.
 FC0133
 FC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE455660(NAD 83)
 FC0133_MARKER: DB = BENCH MARK DISK
 FC0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0133_SP_SET: CULVERT
 FC0133_STAMPING: C 133 1936
 FC0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0133
 FC0133  HISTORY     - Date     Condition        Report By
 FC0133  HISTORY     - 1936     MONUMENTED       CGS
 FC0133
 FC0133                          STATION DESCRIPTION
 FC0133
 FC0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FC0133'1.8 MI NW FROM LENOIR CITY.
 FC0133'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE SOUTHERN
 FC0133'RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY, 0.9 MILE NORTHWEST
 FC0133'OF THE CITY LIMIT, 0.2 MILE NORTHWEST OF A GROCERY STORE, AT A
 FC0133'CONCRETE CULVERT OVER MC COUN BRANCH, IN THE TOP OF THE SOUTH
 FC0133'END OF THE EAST HEADWALL, 30 YARDS NORTH OF THE MC COUN FRAME
 FC0133'HOUSE, AND 12 FEET FROM THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FC0133'DISK, STAMPED C 133 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0727 ***********************************************************************
 GD0727  DESIGNATION -  C 134
 GD0727  PID         -  GD0727
 GD0727  STATE/COUNTY-  TN/LAKE
 GD0727  USGS QUAD   -  TIPTONVILLE (1981)
 GD0727
 GD0727                         *CURRENT SURVEY CONTROL
 GD0727  ___________________________________________________________________
 GD0727* NAD 83(1986)-  36 23 50.     (N)    089 28 30.     (W)     SCALED    
 GD0727* NAVD 88     -        91.586  (meters)     300.48   (feet)  POSTED    
 GD0727  ___________________________________________________________________
 GD0727  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0727  DYNAMIC HT  -          91.510 (meters)     300.23  (feet)  COMP
 GD0727  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GD0727
 GD0727  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0727
 GD0727.The horizontal coordinates were scaled from a topographic map and have
 GD0727.an estimated accuracy of +/- 6 seconds.
 GD0727
 GD0727.The orthometric height was determined by differential leveling
 GD0727.and adjusted by the National Geodetic Survey in 1992..
 GD0727.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0727.rate of 1.1 thru 2.0 mm/km.
 GD0727
 GD0727.The geoid height was determined by GEOID03.
 GD0727
 GD0727.The dynamic height is computed by dividing the NAVD 88
 GD0727.geopotential number by the normal gravity value computed on the
 GD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0727.degrees latitude (g = 980.6199 gals.).
 GD0727
 GD0727.The modeled gravity was interpolated from observed gravity values.
 GD0727
 GD0727;                    North         East    Units  Estimated Accuracy
 GD0727;SPC TN       -   234,530.      288,330.      MT  (+/- 180 meters Scaled)
 GD0727
 GD0727                          SUPERSEDED SURVEY CONTROL
 GD0727
 GD0727  NGVD 29 (??/??/??)   91.510  (m)          300.23   (f) ADJUSTED    1 2
 GD0727
 GD0727.Superseded values are not recommended for survey control.
 GD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0727.See file dsdata.txt to determine how the superseded data were derived.
 GD0727
 GD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF780308(NAD 83)
 GD0727_MARKER: DB = BENCH MARK DISK
 GD0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0727_STAMPING: C 134 1957
 GD0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0727+STABILITY: SURFACE MOTION
 GD0727
 GD0727  HISTORY     - Date     Condition        Report By
 GD0727  HISTORY     - 1957     MONUMENTED       CGS
 GD0727  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0727
 GD0727                          STATION DESCRIPTION
 GD0727
 GD0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0727'1.3 MI N FROM TIPTONVILLE.
 GD0727'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0727'OF STATE HIGHWAY 21 AT TIPTONVILLE, 0.2 MILE NORTH OF JUNCTION
 GD0727'OF A BLACK TOP ROAD EAST, 0.1 MILE NORTH OF PARIS CEMETERY, IN
 GD0727'NORTHWEST CORNER OF LOT OF A GROCERY STORE, 140 FEET WEST OF
 GD0727'CENTER LINE OF HIGHWAY 40 1/2 FEET NORTH OF A POWER LINE BRANCH
 GD0727'POLE, 67 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF STORE
 GD0727'BUILDING, 17 FEET SOUTH OF CENTER LINE OF A PRIVATE DRIVE WEST,
 GD0727'1 1/2 FEET SOUTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH HIGHWAY
 GD0727'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0727'NOTE-- STORE IS GONE, DRIVEWAY HAS BEEN CHANGED.  POST NOW FALLS
 GD0727'IN CULTIVATED FIELD.  LOCAL RESIDENT STATED THAT MARK WAS
 GD0727'PROBABLY DESTROYED WHEN BUILDING WAS TORN DOWN AND LAND LEVELED.
 GD0727
 GD0727                          STATION RECOVERY (1969)
 GD0727
 GD0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0915 ***********************************************************************
 FE0915  DESIGNATION -  C 135
 FE0915  PID         -  FE0915
 FE0915  STATE/COUNTY-  TN/DYER
 FE0915  USGS QUAD   -  FOWLKES (1983)
 FE0915
 FE0915                         *CURRENT SURVEY CONTROL
 FE0915  ___________________________________________________________________
 FE0915* NAD 83(1986)-  35 57 19.     (N)    089 23 14.     (W)     SCALED    
 FE0915* NAVD 88     -        90.703  (meters)     297.58   (feet)  ADJUSTED  
 FE0915  ___________________________________________________________________
 FE0915  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0915  DYNAMIC HT  -          90.626 (meters)     297.33  (feet)  COMP
 FE0915  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 FE0915
 FE0915  VERT ORDER  -  FIRST     CLASS I
 FE0915
 FE0915.The horizontal coordinates were scaled from a topographic map and have
 FE0915.an estimated accuracy of +/- 6 seconds.
 FE0915
 FE0915.The orthometric height was determined by differential leveling
 FE0915.and adjusted by the National Geodetic Survey in June 1991..
 FE0915
 FE0915.The geoid height was determined by GEOID03.
 FE0915
 FE0915.The dynamic height is computed by dividing the NAVD 88
 FE0915.geopotential number by the normal gravity value computed on the
 FE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0915.degrees latitude (g = 980.6199 gals.).
 FE0915
 FE0915.The modeled gravity was interpolated from observed gravity values.
 FE0915
 FE0915;                    North         East    Units  Estimated Accuracy
 FE0915;SPC TN       -   185,240.      294,500.      MT  (+/- 180 meters Scaled)
 FE0915
 FE0915                          SUPERSEDED SURVEY CONTROL
 FE0915
 FE0915  NGVD 29 (??/??/??)   90.640  (m)          297.37   (f) ADJUSTED    1 1
 FE0915
 FE0915.Superseded values are not recommended for survey control.
 FE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0915.See file dsdata.txt to determine how the superseded data were derived.
 FE0915
 FE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE847816(NAD 83)
 FE0915_MARKER: DB = BENCH MARK DISK
 FE0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0915_STAMPING: C 135 1957
 FE0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0915+STABILITY: SURFACE MOTION
 FE0915
 FE0915  HISTORY     - Date     Condition        Report By
 FE0915  HISTORY     - 1957     MONUMENTED       CGS
 FE0915  HISTORY     - 1974     GOOD             NGS
 FE0915  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0915
 FE0915                          STATION DESCRIPTION
 FE0915
 FE0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0915'0.9 MI S FROM FOWLKES.
 FE0915'ABOUT 0.90 MILE SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0915'BAPTIST CHURCH AT FOWLKES, NEAR THE SOUTH END OF A SHORT RAILROAD
 FE0915'FILL, 85.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET
 FE0915'SOUTHEAST OF A LONE 30-INCH COTTONWOOD TREE GROWING NEAR HIGHWAY
 FE0915'SHOULDER, 36 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 FE0915'ILLINOIS CENTRAL RAILROAD, 27 FEET WEST OF THE SOUTHWEST CORNER OF
 FE0915'A SIGNAL BLOCK SWITCH FOR SIGNAL NO. J319.6 3.6 FEET SOUTH OF A
 FE0915'TELEPHONE POLE, 2 FEET ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 FE0915'POST PROJECTING 0.2 FOOT.
 FE0915
 FE0915                          STATION RECOVERY (2002)
 FE0915
 FE0915'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0386 ***********************************************************************
 GD0386  DESIGNATION -  C 14
 GD0386  PID         -  GD0386
 GD0386  STATE/COUNTY-  TN/WEAKLEY
 GD0386  USGS QUAD   -  HARRIS (1983)
 GD0386
 GD0386                         *CURRENT SURVEY CONTROL
 GD0386  ___________________________________________________________________
 GD0386* NAD 83(1986)-  36 22 41.     (N)    088 56 36.     (W)     SCALED    
 GD0386* NAVD 88     -       100.184  (meters)     328.69   (feet)  ADJUSTED  
 GD0386  ___________________________________________________________________
 GD0386  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0386  DYNAMIC HT  -         100.104 (meters)     328.42  (feet)  COMP
 GD0386  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GD0386
 GD0386  VERT ORDER  -  SECOND    CLASS 0
 GD0386
 GD0386.The horizontal coordinates were scaled from a topographic map and have
 GD0386.an estimated accuracy of +/- 6 seconds.
 GD0386
 GD0386.The orthometric height was determined by differential leveling
 GD0386.and adjusted by the National Geodetic Survey in June 1991..
 GD0386
 GD0386.The geoid height was determined by GEOID03.
 GD0386
 GD0386.The dynamic height is computed by dividing the NAVD 88
 GD0386.geopotential number by the normal gravity value computed on the
 GD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0386.degrees latitude (g = 980.6199 gals.).
 GD0386
 GD0386.The modeled gravity was interpolated from observed gravity values.
 GD0386
 GD0386;                    North         East    Units  Estimated Accuracy
 GD0386;SPC TN       -   230,840.      335,930.      MT  (+/- 180 meters Scaled)
 GD0386
 GD0386                          SUPERSEDED SURVEY CONTROL
 GD0386
 GD0386  NGVD 29 (??/??/??)  100.189  (m)          328.70   (f) ADJUSTED    2 0
 GD0386
 GD0386.Superseded values are not recommended for survey control.
 GD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0386.See file dsdata.txt to determine how the superseded data were derived.
 GD0386
 GD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF256276(NAD 83)
 GD0386_MARKER: DB = BENCH MARK DISK
 GD0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0386_STAMPING: C 14 1935
 GD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0386+STABILITY: SURFACE MOTION
 GD0386
 GD0386  HISTORY     - Date     Condition        Report By
 GD0386  HISTORY     - 1935     MONUMENTED       CGS
 GD0386  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0386
 GD0386                          STATION DESCRIPTION
 GD0386
 GD0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0386'5.1 MI W FROM MARTIN.
 GD0386'5.1 MILES WEST ALONG STATE HIGHWAY 22 FROM MARTIN, WEAKLEY
 GD0386'COUNTY, ABOUT 160 YARDS EAST OF THE WEAKLEY-OBION COUNTY LINE,
 GD0386'96 FEET EAST OF A SERVICE STATION, AT A BALL FIELD, AND 33 FEET
 GD0386'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GD0386'C 14 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SITE
 GD0386'OF THE MARK IS NOW IN THE EDGE OF A CULTIVATED FIELD AND PIECES
 GD0386'OF CONCRETE WERE FOUND IN THE IMMEDIATE AREA.  IT IS FELT THAT
 GD0386'THIS BENCH MARK HAS BEEN DESTROYED BY FARMING OPERATIONS.
 GD0386
 GD0386                          STATION RECOVERY (1967)
 GD0386
 GD0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0901 ***********************************************************************
 FC0901  DESIGNATION -  C 142
 FC0901  PID         -  FC0901
 FC0901  STATE/COUNTY-  TN/CUMBERLAND
 FC0901  USGS QUAD   -  CARDIFF (1990)
 FC0901
 FC0901                         *CURRENT SURVEY CONTROL
 FC0901  ___________________________________________________________________
 FC0901* NAD 83(1986)-  35 55 04.     (N)    084 41 53.     (W)     SCALED    
 FC0901* NAVD 88     -       502.011  (meters)    1647.01   (feet)  ADJUSTED  
 FC0901  ___________________________________________________________________
 FC0901  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC0901  DYNAMIC HT  -         501.542 (meters)    1645.48  (feet)  COMP
 FC0901  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0901
 FC0901  VERT ORDER  -  SECOND    CLASS 0
 FC0901
 FC0901.This mark is at Rockwood Airport (RKW)
 FC0901
 FC0901.The horizontal coordinates were scaled from a topographic map and have
 FC0901.an estimated accuracy of +/- 6 seconds.
 FC0901
 FC0901.The orthometric height was determined by differential leveling
 FC0901.and adjusted by the National Geodetic Survey in June 1991..
 FC0901
 FC0901.The geoid height was determined by GEOID03.
 FC0901
 FC0901.The dynamic height is computed by dividing the NAVD 88
 FC0901.geopotential number by the normal gravity value computed on the
 FC0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0901.degrees latitude (g = 980.6199 gals.).
 FC0901
 FC0901.The modeled gravity was interpolated from observed gravity values.
 FC0901
 FC0901;                    North         East    Units  Estimated Accuracy
 FC0901;SPC TN       -   176,570.      717,500.      MT  (+/- 180 meters Scaled)
 FC0901
 FC0901                          SUPERSEDED SURVEY CONTROL
 FC0901
 FC0901  NGVD 29 (??/??/92)  502.111  (m)         1647.34   (f) ADJ UNCH    2 0
 FC0901
 FC0901.Superseded values are not recommended for survey control.
 FC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0901.See file dsdata.txt to determine how the superseded data were derived.
 FC0901
 FC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE077772(NAD 83)
 FC0901_MARKER: DB = BENCH MARK DISK
 FC0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0901_SP_SET: CONCRETE FOOTING
 FC0901_STAMPING: C 142 1967
 FC0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0901
 FC0901  HISTORY     - Date     Condition        Report By
 FC0901  HISTORY     - 1967     MONUMENTED       CGS
 FC0901  HISTORY     - 1972     GOOD             TVA
 FC0901
 FC0901                          STATION DESCRIPTION
 FC0901
 FC0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0901'3 MI N FROM ROCKWOOD.
 FC0901'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.,
 FC0901'FOR 0.6 MILE, THEN TURN RIGHT ON SPRING ST., AND GO .75 MILE
 FC0901'TO INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE
 FC0901'LEFT FORK (NORTHWEST) 1.25 MILES TO FORK, TURN RIGHT (NORTH)
 FC0901'1.15 MILES TO CROSSROAD, GO RIGHT 0.3 MILES TO AIRPORT AND
 FC0901'STATION SITE.  THE STATION IS 1.8 FT. SOUTHEAST OF THE SOUTHEAST
 FC0901'CORNER OF TERMINAL BUILDING, AND 0.3 FT. SOUTHWEST OF THE
 FC0901'SIDEWALK IN EAST CORNER OF CONCRETE FOOTING OF GULF DEALER
 FC0901'SIGN.
 FC0901
 FC0901                          STATION RECOVERY (1972)
 FC0901
 FC0901'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0826 ***********************************************************************
 FC0826  DESIGNATION -  C 15
 FC0826  PID         -  FC0826
 FC0826  STATE/COUNTY-  TN/RHEA
 FC0826  USGS QUAD   -  EVENSVILLE (1990)
 FC0826
 FC0826                         *CURRENT SURVEY CONTROL
 FC0826  ___________________________________________________________________
 FC0826* NAD 83(1986)-  35 30 11.     (N)    084 57 16.     (W)     SCALED    
 FC0826* NAVD 88     -       226.347  (meters)     742.61   (feet)  ADJUSTED  
 FC0826  ___________________________________________________________________
 FC0826  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0826  DYNAMIC HT  -         226.133 (meters)     741.90  (feet)  COMP
 FC0826  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FC0826
 FC0826  VERT ORDER  -  SECOND    CLASS 0
 FC0826
 FC0826.The horizontal coordinates were scaled from a topographic map and have
 FC0826.an estimated accuracy of +/- 6 seconds.
 FC0826
 FC0826.The orthometric height was determined by differential leveling
 FC0826.and adjusted by the National Geodetic Survey in June 1991..
 FC0826
 FC0826.The geoid height was determined by GEOID03.
 FC0826
 FC0826.The dynamic height is computed by dividing the NAVD 88
 FC0826.geopotential number by the normal gravity value computed on the
 FC0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0826.degrees latitude (g = 980.6199 gals.).
 FC0826
 FC0826.The modeled gravity was interpolated from observed gravity values.
 FC0826
 FC0826;                    North         East    Units  Estimated Accuracy
 FC0826;SPC TN       -   130,290.      694,850.      MT  (+/- 180 meters Scaled)
 FC0826
 FC0826                          SUPERSEDED SURVEY CONTROL
 FC0826
 FC0826  NGVD 29 (??/??/92)  226.426  (m)          742.87   (f) ADJ UNCH    2 0
 FC0826
 FC0826.Superseded values are not recommended for survey control.
 FC0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0826.See file dsdata.txt to determine how the superseded data were derived.
 FC0826
 FC0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE855307(NAD 83)
 FC0826_MARKER: DB = BENCH MARK DISK
 FC0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0826_STAMPING: C 15 1933
 FC0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0826+STABILITY: SURFACE MOTION
 FC0826
 FC0826  HISTORY     - Date     Condition        Report By
 FC0826  HISTORY     - 1933     MONUMENTED       CGS
 FC0826  HISTORY     - 1949     GOOD             NGS
 FC0826
 FC0826                          STATION DESCRIPTION
 FC0826
 FC0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0826'3.7 MI E FROM DAYTON.
 FC0826'3.7 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0826'BETWEEN THE TOWN AND TENNESSEE RIVER, NEAR THE INTERSECTION OF
 FC0826'THE ROAD LEADING TO THE FRAZIER GRAMMAR SCHOOL, 77 FEET SOUTH
 FC0826'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET WEST OF THE CENTERLINE
 FC0826'OF THE ROAD, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 FC0826'STAMPED C 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1765 ***********************************************************************
 FE1765  DESIGNATION -  C 152
 FE1765  PID         -  FE1765
 FE1765  STATE/COUNTY-  TN/LAUDERDALE
 FE1765  USGS QUAD   -  CHIC (1983)
 FE1765
 FE1765                         *CURRENT SURVEY CONTROL
 FE1765  ___________________________________________________________________
 FE1765* NAD 83(1986)-  35 52 44.     (N)    089 40 58.     (W)     SCALED    
 FE1765* NAVD 88     -        78.915  (meters)     258.91   (feet)  ADJUSTED  
 FE1765  ___________________________________________________________________
 FE1765  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE1765  DYNAMIC HT  -          78.849 (meters)     258.69  (feet)  COMP
 FE1765  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 FE1765
 FE1765  VERT ORDER  -  SECOND    CLASS 0
 FE1765
 FE1765.The horizontal coordinates were scaled from a topographic map and have
 FE1765.an estimated accuracy of +/- 6 seconds.
 FE1765
 FE1765.The orthometric height was determined by differential leveling
 FE1765.and adjusted by the National Geodetic Survey in June 1991..
 FE1765
 FE1765.The geoid height was determined by GEOID03.
 FE1765
 FE1765.The dynamic height is computed by dividing the NAVD 88
 FE1765.geopotential number by the normal gravity value computed on the
 FE1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1765.degrees latitude (g = 980.6199 gals.).
 FE1765
 FE1765.The modeled gravity was interpolated from observed gravity values.
 FE1765
 FE1765;                    North         East    Units  Estimated Accuracy
 FE1765;SPC TN       -   177,730.      267,540.      MT  (+/- 180 meters Scaled)
 FE1765
 FE1765                          SUPERSEDED SURVEY CONTROL
 FE1765
 FE1765  NGVD 29 (??/??/??)   78.840  (m)          258.66   (f) ADJUSTED    2 0
 FE1765
 FE1765.Superseded values are not recommended for survey control.
 FE1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1765.See file dsdata.txt to determine how the superseded data were derived.
 FE1765
 FE1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE578738(NAD 83)
 FE1765_MARKER: DB = BENCH MARK DISK
 FE1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1765_STAMPING: C 152 1943
 FE1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1765+STABILITY: SURFACE MOTION
 FE1765
 FE1765  HISTORY     - Date     Condition        Report By
 FE1765  HISTORY     - 1943     MONUMENTED       CGS
 FE1765  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1765
 FE1765                          STATION DESCRIPTION
 FE1765
 FE1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1765'2.8 MI NE FROM BARR.
 FE1765'A 2.8 MILES NORTHEAST ALONG A WINDING TRACK ROAD FROM BARR
 FE1765'LANDING, LAUDERDALE COUNTY, 325 FEET SOUTHWEST OF A FRAMEHOUSE,
 FE1765'17.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 10.3 FEET
 FE1765'NORTHWEST OF A FENCE CORNER AND A 22-INCH RED ELM TREE, 1 FOOT
 FE1765'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 FE1765'WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.
 FE1765'A STANDARD DISK, STAMPED C 152 1943 AND SET IN THE TOP OF A
 FE1765'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0719 ***********************************************************************
 GD0719  DESIGNATION -  C 153
 GD0719  PID         -  GD0719
 GD0719  STATE/COUNTY-  TN/LAKE
 GD0719  USGS QUAD   -  TIPTONVILLE (1981)
 GD0719
 GD0719                         *CURRENT SURVEY CONTROL
 GD0719  ___________________________________________________________________
 GD0719* NAD 83(1986)-  36 26 36.     (N)    089 27 21.     (W)     SCALED    
 GD0719* NAVD 88     -        96.202  (meters)     315.62   (feet)  POSTED    
 GD0719  ___________________________________________________________________
 GD0719  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0719  DYNAMIC HT  -          96.130 (meters)     315.39  (feet)  COMP
 GD0719  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GD0719
 GD0719  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GD0719
 GD0719.The horizontal coordinates were scaled from a topographic map and have
 GD0719.an estimated accuracy of +/- 6 seconds.
 GD0719
 GD0719.The orthometric height was determined by differential leveling
 GD0719.and adjusted by the National Geodetic Survey in 1992..
 GD0719.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GD0719.rate of 0.0 thru 1.0 mm/km.
 GD0719
 GD0719.The geoid height was determined by GEOID03.
 GD0719
 GD0719.The dynamic height is computed by dividing the NAVD 88
 GD0719.geopotential number by the normal gravity value computed on the
 GD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0719.degrees latitude (g = 980.6199 gals.).
 GD0719
 GD0719.The modeled gravity was interpolated from observed gravity values.
 GD0719
 GD0719;                    North         East    Units  Estimated Accuracy
 GD0719;SPC TN       -   239,580.      290,230.      MT  (+/- 180 meters Scaled)
 GD0719
 GD0719                          SUPERSEDED SURVEY CONTROL
 GD0719
 GD0719  NGVD 29 (??/??/??)   96.247  (m)          315.77   (f) ADJUSTED    1 2
 GD0719
 GD0719.Superseded values are not recommended for survey control.
 GD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0719.See file dsdata.txt to determine how the superseded data were derived.
 GD0719
 GD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF798359(NAD 83)
 GD0719_MARKER: DB = BENCH MARK DISK
 GD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0719_STAMPING: C 153 1943
 GD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0719+STABILITY: SURFACE MOTION
 GD0719
 GD0719  HISTORY     - Date     Condition        Report By
 GD0719  HISTORY     - 1943     MONUMENTED       CGS
 GD0719  HISTORY     - 1957     MARK NOT FOUND   CGS
 GD0719
 GD0719                          STATION DESCRIPTION
 GD0719
 GD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0719'1.2 MI E FROM CATES.
 GD0719'1.2 MILE EAST.  BENCH MARK IS 21.7 FEET SOUTH OF AND ABOUT 2.0 FEET
 GD0719'ABOVE THE CENTERLINE OF ROAD, 20.0 FEET WEST OF THE CENTERLINE OF
 GD0719'A DRIVEWAY LEADING TO A WHITE FRAME HOUSE, 3.0 FEET SOUTH OF A FENCE
 GD0719'CORNER, 1.7 FEET WEST OF A FENCE AND 3.0 FEET SOUTH OF A 4 X 4-INCH
 GD0719'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- THE ROAD HAS
 GD0719'BEEN REBUILT AND IT IS BELIEVED THAT THE MARK HAS BEEN DESTROYED.
 GD0719'PRESENT OCCUPANT OF HOUSE HAD NEVER SEEN MARK.  NOTE-- TO REACH FROM
 GD0719'THE STATION BUILDING AT CATES, PROCEED 1.2 MILE EAST ALONG A
 GD0719'GRAVEL ROAD TO SITE OF BENCH MARK.
 GD0719
 GD0719                          STATION RECOVERY (1957)
 GD0719
 GD0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GD0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0480 ***********************************************************************
 FE0480  DESIGNATION -  C 154
 FE0480  PID         -  FE0480
 FE0480  STATE/COUNTY-  TN/MCNAIRY
 FE0480  USGS QUAD   -  CHEWALLA (1983)
 FE0480
 FE0480                         *CURRENT SURVEY CONTROL
 FE0480  ___________________________________________________________________
 FE0480* NAD 83(1986)-  35 00 35.     (N)    088 38 26.     (W)     SCALED    
 FE0480* NAVD 88     -       125.840  (meters)     412.86   (feet)  ADJUSTED  
 FE0480  ___________________________________________________________________
 FE0480  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0480  DYNAMIC HT  -         125.720 (meters)     412.47  (feet)  COMP
 FE0480  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FE0480
 FE0480  VERT ORDER  -  FIRST     CLASS II
 FE0480
 FE0480.The horizontal coordinates were scaled from a topographic map and have
 FE0480.an estimated accuracy of +/- 6 seconds.
 FE0480
 FE0480.The orthometric height was determined by differential leveling
 FE0480.and adjusted by the National Geodetic Survey in June 1991..
 FE0480
 FE0480.The geoid height was determined by GEOID03.
 FE0480
 FE0480.The dynamic height is computed by dividing the NAVD 88
 FE0480.geopotential number by the normal gravity value computed on the
 FE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0480.degrees latitude (g = 980.6199 gals.).
 FE0480
 FE0480.The modeled gravity was interpolated from observed gravity values.
 FE0480
 FE0480;                    North         East    Units  Estimated Accuracy
 FE0480;SPC TN       -    78,300.      358,990.      MT  (+/- 180 meters Scaled)
 FE0480
 FE0480                          SUPERSEDED SURVEY CONTROL
 FE0480
 FE0480  NGVD 29 (??/??/??)  125.826  (m)          412.81   (f) ADJUSTED    1 2
 FE0480
 FE0480.Superseded values are not recommended for survey control.
 FE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0480.See file dsdata.txt to determine how the superseded data were derived.
 FE0480
 FE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD503753(NAD 83)
 FE0480_MARKER: DB = BENCH MARK DISK
 FE0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0480_SP_SET: CONCRETE BASE
 FE0480_STAMPING: C 154 1944
 FE0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0480
 FE0480  HISTORY     - Date     Condition        Report By
 FE0480  HISTORY     - 1944     MONUMENTED       CGS
 FE0480  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0480
 FE0480                          STATION DESCRIPTION
 FE0480
 FE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0480'0.3 MI E FROM CHEWALLA.
 FE0480'0.3 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0480'CHEWALLA, MCNAIRY  COUNTY, AT BLOCK SIGNAL 4677 A, IN THE TOP
 FE0480'OF THE EAST SIDE OF THE CONCRETE BASE, 10.4 FEET NORTH OF THE
 FE0480'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 FE0480'STANDARD DISK, STAMPED C 154 1944.  NOTE-- DUE TO THE ADDITION
 FE0480'OF A SIDE TRACK.  CONCRETE BASE AND BLOCK SIGNAL REMOVED.
 FE0480
 FE0480                          STATION RECOVERY (1972)
 FE0480
 FE0480'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1006 ***********************************************************************
 FE1006  DESIGNATION -  C 155
 FE1006  PID         -  FE1006
 FE1006  STATE/COUNTY-  TN/HARDEMAN
 FE1006  USGS QUAD   -  SAULSBURY (1981)
 FE1006
 FE1006                         *CURRENT SURVEY CONTROL
 FE1006  ___________________________________________________________________
 FE1006* NAD 83(1986)-  35 02 53.     (N)    089 03 16.     (W)     SCALED    
 FE1006* NAVD 88     -       173.674  (meters)     569.80   (feet)  ADJUSTED  
 FE1006  ___________________________________________________________________
 FE1006  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1006  DYNAMIC HT  -         173.509 (meters)     569.25  (feet)  COMP
 FE1006  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FE1006
 FE1006  VERT ORDER  -  FIRST     CLASS II
 FE1006
 FE1006.The horizontal coordinates were scaled from a topographic map and have
 FE1006.an estimated accuracy of +/- 6 seconds.
 FE1006
 FE1006.The orthometric height was determined by differential leveling
 FE1006.and adjusted by the National Geodetic Survey in June 1991..
 FE1006
 FE1006.The geoid height was determined by GEOID03.
 FE1006
 FE1006.The dynamic height is computed by dividing the NAVD 88
 FE1006.geopotential number by the normal gravity value computed on the
 FE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1006.degrees latitude (g = 980.6199 gals.).
 FE1006
 FE1006.The modeled gravity was interpolated from observed gravity values.
 FE1006
 FE1006;                    North         East    Units  Estimated Accuracy
 FE1006;SPC TN       -    83,650.      321,360.      MT  (+/- 180 meters Scaled)
 FE1006
 FE1006                          SUPERSEDED SURVEY CONTROL
 FE1006
 FE1006  NGVD 29 (??/??/??)  173.621  (m)          569.62   (f) ADJUSTED    1 2
 FE1006
 FE1006.Superseded values are not recommended for survey control.
 FE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1006.See file dsdata.txt to determine how the superseded data were derived.
 FE1006
 FE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD126803(NAD 83)
 FE1006_MARKER: DB = BENCH MARK DISK
 FE1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1006_STAMPING: C 155 1944
 FE1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1006+STABILITY: SURFACE MOTION
 FE1006
 FE1006  HISTORY     - Date     Condition        Report By
 FE1006  HISTORY     - 1944     MONUMENTED       CGS
 FE1006  HISTORY     - 1965     GOOD             CGS
 FE1006  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1006
 FE1006                          STATION DESCRIPTION
 FE1006
 FE1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1006'2 MI E FROM SAULSBURY.
 FE1006'ABOUT 2.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1006'AT SAULSBURY, HARDEMAN COUNTY, ABOUT 0.2 MILE WEST OF MILEPOST
 FE1006'492, AT A FARMROAD CROSSING, 27.5 FEET NORTH OF THE CENTERLINE
 FE1006'OF THE TRACK, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 FE1006'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 FE1006'TRACK.  A STANDARD DISK, STAMPED C 155 1944 AND SET IN THE TOP
 FE1006'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1006'NOTE-- THIS MARK MAY BE DISTURBED.  AN AREA FARMER REPORTS THAT
 FE1006'THIS MARK WAS MOVED ABOUT 2 FEET WEST TO FACILITATE ROAD
 FE1006'CONSTRUCTION.  THE MARK APPEARS TO BE STABLE AND THE PREVIOUS
 FE1006'DESCRIPTION IS STILL APPLICABLE.
 FE1006
 FE1006                          STATION RECOVERY (1983)
 FE1006
 FE1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1006'NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW RAILROAD WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0558 ***********************************************************************
 FE0558  DESIGNATION -  C 156
 FE0558  PID         -  FE0558
 FE0558  STATE/COUNTY-  TN/MCNAIRY
 FE0558  USGS QUAD   -  GUYS (1983)
 FE0558
 FE0558                         *CURRENT SURVEY CONTROL
 FE0558  ___________________________________________________________________
 FE0558* NAD 83(1986)-  35 01 55.     (N)    088 33 35.     (W)     SCALED    
 FE0558* NAVD 88     -       133.565  (meters)     438.20   (feet)  ADJUSTED  
 FE0558  ___________________________________________________________________
 FE0558  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0558  DYNAMIC HT  -         133.439 (meters)     437.79  (feet)  COMP
 FE0558  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FE0558
 FE0558  VERT ORDER  -  FIRST     CLASS II
 FE0558
 FE0558.The horizontal coordinates were scaled from a topographic map and have
 FE0558.an estimated accuracy of +/- 6 seconds.
 FE0558
 FE0558.The orthometric height was determined by differential leveling
 FE0558.and adjusted by the National Geodetic Survey in June 1991..
 FE0558
 FE0558.The geoid height was determined by GEOID03.
 FE0558
 FE0558.The dynamic height is computed by dividing the NAVD 88
 FE0558.geopotential number by the normal gravity value computed on the
 FE0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0558.degrees latitude (g = 980.6199 gals.).
 FE0558
 FE0558.The modeled gravity was interpolated from observed gravity values.
 FE0558
 FE0558;                    North         East    Units  Estimated Accuracy
 FE0558;SPC TN       -    80,570.      366,430.      MT  (+/- 180 meters Scaled)
 FE0558
 FE0558                          SUPERSEDED SURVEY CONTROL
 FE0558
 FE0558  NGVD 29 (??/??/??)  133.552  (m)          438.16   (f) ADJUSTED    1 2
 FE0558
 FE0558.Superseded values are not recommended for survey control.
 FE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0558.See file dsdata.txt to determine how the superseded data were derived.
 FE0558
 FE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD577776(NAD 83)
 FE0558_MARKER: DB = BENCH MARK DISK
 FE0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0558_SP_SET: CONCRETE BASE
 FE0558_STAMPING: C 156 1944
 FE0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0558
 FE0558  HISTORY     - Date     Condition        Report By
 FE0558  HISTORY     - 1944     MONUMENTED       CGS
 FE0558  HISTORY     - 1948     GOOD             CGS
 FE0558  HISTORY     - 1972     GOOD             TVA
 FE0558  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE0558
 FE0558                          STATION DESCRIPTION
 FE0558
 FE0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0558'AT GUYS.
 FE0558'AT GUYS, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.1
 FE0558'MILE NORTHWEST OF THE STATION, ABOUT 0.3 MILE NORTHWEST OF MILE
 FE0558'POST 336, 66 FEET NORTHWEST OF THE NORTHWEST END OF GUYS SIDING,
 FE0558'SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF A
 FE0558'BLOCK SIGNAL, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT
 FE0558'LEVEL WITH THE TRACK.  NOTE-- NGS CAP SET IN S. CORNER OF OLD RR
 FE0558'2.5 X 2.5 CONCRETE SIGN BASE.  1.5 ABOVE GROUND 0.5 FT BELOW
 FE0558'TRACK.  PLUS OR MINUS 350 FT NW FROM CENTERLINE ROAD AND RR
 FE0558'CROSSING IN GUYS, TENN. 7.2 NE FROM RAIL OF MAIN TRACK 23.8 N
 FE0558'FROM METAL POST OF RR TELEPHONE BOX.
 FE0558
 FE0558                          STATION RECOVERY (1972)
 FE0558
 FE0558'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0558'RECOVERED IN GOOD CONDITION.
 FE0558
 FE0558                          STATION RECOVERY (2002)
 FE0558
 FE0558'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0965 ***********************************************************************
 FE0965  DESIGNATION -  C 157
 FE0965  PID         -  FE0965
 FE0965  STATE/COUNTY-  TN/FAYETTE
 FE0965  USGS QUAD   -  MOSCOW (1965)
 FE0965
 FE0965                         *CURRENT SURVEY CONTROL
 FE0965  ___________________________________________________________________
 FE0965* NAD 83(1986)-  35 03 30.     (N)    089 28 38.     (W)     SCALED    
 FE0965* NAVD 88     -       101.663  (meters)     333.54   (feet)  ADJUSTED  
 FE0965  ___________________________________________________________________
 FE0965  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0965  DYNAMIC HT  -         101.567 (meters)     333.22  (feet)  COMP
 FE0965  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FE0965
 FE0965  VERT ORDER  -  FIRST     CLASS II
 FE0965
 FE0965.The horizontal coordinates were scaled from a topographic map and have
 FE0965.an estimated accuracy of +/- 6 seconds.
 FE0965
 FE0965.The orthometric height was determined by differential leveling
 FE0965.and adjusted by the National Geodetic Survey in June 1991..
 FE0965
 FE0965.The geoid height was determined by GEOID03.
 FE0965
 FE0965.The dynamic height is computed by dividing the NAVD 88
 FE0965.geopotential number by the normal gravity value computed on the
 FE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0965.degrees latitude (g = 980.6199 gals.).
 FE0965
 FE0965.The modeled gravity was interpolated from observed gravity values.
 FE0965
 FE0965;                    North         East    Units  Estimated Accuracy
 FE0965;SPC TN       -    86,080.      282,850.      MT  (+/- 180 meters Scaled)
 FE0965
 FE0965                          SUPERSEDED SURVEY CONTROL
 FE0965
 FE0965  NGVD 29 (??/??/??)  101.608  (m)          333.36   (f) ADJUSTED    1 2
 FE0965
 FE0965.Superseded values are not recommended for survey control.
 FE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0965.See file dsdata.txt to determine how the superseded data were derived.
 FE0965
 FE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD740823(NAD 83)
 FE0965_MARKER: DB = BENCH MARK DISK
 FE0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0965_STAMPING: C 157 1944
 FE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0965+STABILITY: SURFACE MOTION
 FE0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0965+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0965
 FE0965  HISTORY     - Date     Condition        Report By
 FE0965  HISTORY     - 1944     MONUMENTED       CGS
 FE0965  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0965  HISTORY     - 20020924 GOOD             USACE
 FE0965
 FE0965                          STATION DESCRIPTION
 FE0965
 FE0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0965'4.3 MI W FROM MOSCOW.
 FE0965'4.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0965'MOSCOW, FAYETTE COUNTY, ABOUT 400 FEET WEST OF MILEPOST 517,
 FE0965'ABOUT 400 FEET EAST OF BRIDGE 517.1, 49 FEET NORTH OF THE
 FE0965'CENTERLINE OF THE TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FE0965'POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 FE0965'C 157 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0965'0.5 FOOT ABOVE GROUND.
 FE0965
 FE0965                          STATION RECOVERY (1983)
 FE0965
 FE0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0965'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND ALONG STATE
 FE0965'HIGHWAY 57.
 FE0965
 FE0965                          STATION RECOVERY (2002)
 FE0965
 FE0965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0548 ***********************************************************************
 FE0548  DESIGNATION -  C 158
 FE0548  PID         -  FE0548
 FE0548  STATE/COUNTY-  TN/MCNAIRY
 FE0548  USGS QUAD   -  PURDY (1984)
 FE0548
 FE0548                         *CURRENT SURVEY CONTROL
 FE0548  ___________________________________________________________________
 FE0548* NAD 83(1986)-  35 07 49.     (N)    088 36 29.     (W)     SCALED    
 FE0548* NAVD 88     -       127.803  (meters)     419.30   (feet)  ADJUSTED  
 FE0548  ___________________________________________________________________
 FE0548  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0548  DYNAMIC HT  -         127.683 (meters)     418.91  (feet)  COMP
 FE0548  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FE0548
 FE0548  VERT ORDER  -  FIRST     CLASS II
 FE0548
 FE0548.The horizontal coordinates were scaled from a topographic map and have
 FE0548.an estimated accuracy of +/- 6 seconds.
 FE0548
 FE0548.The orthometric height was determined by differential leveling
 FE0548.and adjusted by the National Geodetic Survey in June 1991..
 FE0548
 FE0548.The geoid height was determined by GEOID03.
 FE0548
 FE0548.The dynamic height is computed by dividing the NAVD 88
 FE0548.geopotential number by the normal gravity value computed on the
 FE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0548.degrees latitude (g = 980.6199 gals.).
 FE0548
 FE0548.The modeled gravity was interpolated from observed gravity values.
 FE0548
 FE0548;                    North         East    Units  Estimated Accuracy
 FE0548;SPC TN       -    91,590.      362,320.      MT  (+/- 180 meters Scaled)
 FE0548
 FE0548                          SUPERSEDED SURVEY CONTROL
 FE0548
 FE0548  NGVD 29 (??/??/??)  127.797  (m)          419.28   (f) ADJUSTED    1 2
 FE0548
 FE0548.Superseded values are not recommended for survey control.
 FE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0548.See file dsdata.txt to determine how the superseded data were derived.
 FE0548
 FE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD534886(NAD 83)
 FE0548_MARKER: DB = BENCH MARK DISK
 FE0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0548_STAMPING: C 158 1944
 FE0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0548+STABILITY: SURFACE MOTION
 FE0548
 FE0548  HISTORY     - Date     Condition        Report By
 FE0548  HISTORY     - 1944     MONUMENTED       CGS
 FE0548  HISTORY     - 1948     GOOD             CGS
 FE0548  HISTORY     - 1972     GOOD             TVA
 FE0548
 FE0548                          STATION DESCRIPTION
 FE0548
 FE0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0548'2.9 MI SW FROM SELMER.
 FE0548'ABOUT 2.9 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0548'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.2 MILE SOUTH OF
 FE0548'A POWER TRANSMISSION LINE CROSSING RAILROAD, ABOUT 110 YARDS
 FE0548'NORTH OF MILE POST 345, AT A PRIVATE ROAD CROSSING WITH WOODEN
 FE0548'BRIDGE ON ROAD TO WEST, 37 FEET WEST OF THE WEST RAIL, 20 FEET
 FE0548'NORTH OF THE NORTH EDGE OF THE WOODEN BRIDGE, 50 FEET NORTHWEST
 FE0548'OF THE CENTER OF THE CROSSING, ABOUT 2 FEET WEST OF BEING IN
 FE0548'LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN
 FE0548'WITNESS POST, ABOUT 7 FEET BELOW THE TRACK AND SET IN THE TOP
 FE0548'OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- A STEEL POST WAS
 FE0548'SET 2 FEET SOUTH OF MARKER.  NOTE-- ROAD CROSSING HAS BEEN
 FE0548'ABANDON.
 FE0548
 FE0548                          STATION RECOVERY (1972)
 FE0548
 FE0548'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0504 ***********************************************************************
 FE0504  DESIGNATION -  C 159
 FE0504  PID         -  FE0504
 FE0504  STATE/COUNTY-  TN/CHESTER
 FE0504  USGS QUAD   -  HENDERSON (1983)
 FE0504
 FE0504                         *CURRENT SURVEY CONTROL
 FE0504  ___________________________________________________________________
 FE0504* NAD 83(1986)-  35 25 18.     (N)    088 37 52.     (W)     SCALED    
 FE0504* NAVD 88     -       122.748  (meters)     402.72   (feet)  ADJUSTED  
 FE0504  ___________________________________________________________________
 FE0504  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE0504  DYNAMIC HT  -         122.635 (meters)     402.35  (feet)  COMP
 FE0504  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FE0504
 FE0504  VERT ORDER  -  FIRST     CLASS II
 FE0504
 FE0504.The horizontal coordinates were scaled from a topographic map and have
 FE0504.an estimated accuracy of +/- 6 seconds.
 FE0504
 FE0504.The orthometric height was determined by differential leveling
 FE0504.and adjusted by the National Geodetic Survey in June 1991..
 FE0504
 FE0504.The geoid height was determined by GEOID03.
 FE0504
 FE0504.The dynamic height is computed by dividing the NAVD 88
 FE0504.geopotential number by the normal gravity value computed on the
 FE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0504.degrees latitude (g = 980.6199 gals.).
 FE0504
 FE0504.The modeled gravity was interpolated from observed gravity values.
 FE0504
 FE0504;                    North         East    Units  Estimated Accuracy
 FE0504;SPC TN       -   123,960.      361,080.      MT  (+/- 180 meters Scaled)
 FE0504
 FE0504                          SUPERSEDED SURVEY CONTROL
 FE0504
 FE0504  NGVD 29 (??/??/??)  122.764  (m)          402.77   (f) ADJUSTED    1 2
 FE0504
 FE0504.Superseded values are not recommended for survey control.
 FE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0504.See file dsdata.txt to determine how the superseded data were derived.
 FE0504
 FE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE519210(NAD 83)
 FE0504_MARKER: DB = BENCH MARK DISK
 FE0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0504_SP_SET: CONCRETE BASE
 FE0504_STAMPING: C 159 1944
 FE0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0504
 FE0504  HISTORY     - Date     Condition        Report By
 FE0504  HISTORY     - 1944     MONUMENTED       CGS
 FE0504  HISTORY     - 1948     GOOD             CGS
 FE0504
 FE0504                          STATION DESCRIPTION
 FE0504
 FE0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0504'1.1 MI S FROM HENDERSON.
 FE0504'ABOUT 1.1 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0504'FROM THE STATION AT HENDERSON, ABOUT 0.3 MILE SOUTH OF MILE POST
 FE0504'368, 95 YARDS SOUTH OF THE SOUTH END OF TRESTLE NO. 367/72, ABOUT
 FE0504'0.1 MILE SOUTH OF A SIGN STATION 1 MILE, SET IN THE TOP OF THE
 FE0504'SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 367.8,
 FE0504'7.5 FEET EAST OF THE EAST RAIL AND ABOUT 0.5 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0500 ***********************************************************************
 FC0500  DESIGNATION -  C 16
 FC0500  PID         -  FC0500
 FC0500  STATE/COUNTY-  TN/MCMINN
 FC0500  USGS QUAD   -  ETOWAH (1975)
 FC0500
 FC0500                         *CURRENT SURVEY CONTROL
 FC0500  ___________________________________________________________________
 FC0500* NAD 83(1986)-  35 17 13.     (N)    084 32 13.     (W)     SCALED    
 FC0500* NAVD 88     -       232.199  (meters)     761.81   (feet)  ADJUSTED  
 FC0500  ___________________________________________________________________
 FC0500  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC0500  DYNAMIC HT  -         231.974 (meters)     761.07  (feet)  COMP
 FC0500  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC0500
 FC0500  VERT ORDER  -  SECOND    CLASS 0
 FC0500
 FC0500.The horizontal coordinates were scaled from a topographic map and have
 FC0500.an estimated accuracy of +/- 6 seconds.
 FC0500
 FC0500.The orthometric height was determined by differential leveling
 FC0500.and adjusted by the National Geodetic Survey in June 1991..
 FC0500
 FC0500.The geoid height was determined by GEOID03.
 FC0500
 FC0500.The dynamic height is computed by dividing the NAVD 88
 FC0500.geopotential number by the normal gravity value computed on the
 FC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0500.degrees latitude (g = 980.6199 gals.).
 FC0500
 FC0500.The modeled gravity was interpolated from observed gravity values.
 FC0500
 FC0500;                    North         East    Units  Estimated Accuracy
 FC0500;SPC TN       -   106,800.      733,090.      MT  (+/- 180 meters Scaled)
 FC0500
 FC0500                          SUPERSEDED SURVEY CONTROL
 FC0500
 FC0500  NGVD 29 (??/??/92)  232.275  (m)          762.06   (f) ADJ UNCH    2 0
 FC0500
 FC0500.Superseded values are not recommended for survey control.
 FC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0500.See file dsdata.txt to determine how the superseded data were derived.
 FC0500
 FC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE239076(NAD 83)
 FC0500_MARKER: DB = BENCH MARK DISK
 FC0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0500_SP_SET: BRIDGE
 FC0500_STAMPING: C 16 1933
 FC0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0500
 FC0500  HISTORY     - Date     Condition        Report By
 FC0500  HISTORY     - 1933     MONUMENTED       CGS
 FC0500  HISTORY     - 1949     GOOD             NGS
 FC0500
 FC0500                          STATION DESCRIPTION
 FC0500
 FC0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0500'2.6 MI S FROM ETOWAH.
 FC0500'2.6 MILES SOUTH ALONG THE OLD MAIN LINE OF THE LOUISVILLE AND
 FC0500'NASHVILLE RAILROAD FROM ETOWAH, MC MINN COUNTY, 17 RAILS SOUTHEAST
 FC0500'OF CAMBRIA, 235 FEET SOUTHEAST OF MILEPOST L 337, 5.3 FEET
 FC0500'WEST OF THE WEST RAIL, AND IN THE TOP OF THE NORTHWEST STONE
 FC0500'ABUTMENT OF BRIDGE 23, 2.5 FEET EAST OF THE WEST FACE, AND
 FC0500'1.3 FEET NORTH OF THE SOUTH FACE OF THE ABUTMENT.  A STANDARD
 FC0500'DISK, STAMPED C 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0714 ***********************************************************************
 FE0714  DESIGNATION -  C 160
 FE0714  PID         -  FE0714
 FE0714  STATE/COUNTY-  TN/MADISON
 FE0714  USGS QUAD   -  JACKSON NORTH (1983)
 FE0714
 FE0714                         *CURRENT SURVEY CONTROL
 FE0714  ___________________________________________________________________
 FE0714* NAD 83(1986)-  35 39 38.     (N)    088 47 05.     (W)     SCALED    
 FE0714* NAVD 88     -       150.681  (meters)     494.36   (feet)  ADJUSTED  
 FE0714  ___________________________________________________________________
 FE0714  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0714  DYNAMIC HT  -         150.546 (meters)     493.92  (feet)  COMP
 FE0714  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FE0714
 FE0714  VERT ORDER  -  FIRST     CLASS II
 FE0714
 FE0714.The horizontal coordinates were scaled from a topographic map and have
 FE0714.an estimated accuracy of +/- 6 seconds.
 FE0714
 FE0714.The orthometric height was determined by differential leveling
 FE0714.and adjusted by the National Geodetic Survey in June 1991..
 FE0714
 FE0714.The geoid height was determined by GEOID03.
 FE0714
 FE0714.The dynamic height is computed by dividing the NAVD 88
 FE0714.geopotential number by the normal gravity value computed on the
 FE0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0714.degrees latitude (g = 980.6199 gals.).
 FE0714
 FE0714.The modeled gravity was interpolated from observed gravity values.
 FE0714
 FE0714;                    North         East    Units  Estimated Accuracy
 FE0714;SPC TN       -   150,840.      347,890.      MT  (+/- 180 meters Scaled)
 FE0714
 FE0714                          SUPERSEDED SURVEY CONTROL
 FE0714
 FE0714  NGVD 29 (??/??/??)  150.717  (m)          494.48   (f) ADJUSTED    1 2
 FE0714
 FE0714.Superseded values are not recommended for survey control.
 FE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0714.See file dsdata.txt to determine how the superseded data were derived.
 FE0714
 FE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE384477(NAD 83)
 FE0714_MARKER: DB = BENCH MARK DISK
 FE0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0714_STAMPING: C 160 1944
 FE0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0714+STABILITY: SURFACE MOTION
 FE0714
 FE0714  HISTORY     - Date     Condition        Report By
 FE0714  HISTORY     - 1944     MONUMENTED       CGS
 FE0714  HISTORY     - 1948     GOOD             CGS
 FE0714
 FE0714                          STATION DESCRIPTION
 FE0714
 FE0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0714'3.1 MI N FROM JACKSON.
 FE0714'ABOUT 3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0714'THE UNION STATION AT JACKSON, 155 YARDS SOUTH OF MILE POST C 467,
 FE0714'AT A PRIVATE ROAD CROSSING, 26.2 FEET WEST OF THE WEST RAIL,
 FE0714'17 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 42 FEET
 FE0714'SOUTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, 1.5 FEET WEST
 FE0714'OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE THE TRACK AND
 FE0714'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0376 ***********************************************************************
 GD0376  DESIGNATION -  C 161
 GD0376  PID         -  GD0376
 GD0376  STATE/COUNTY-  TN/GIBSON
 GD0376  USGS QUAD   -  BRADFORD (1985)
 GD0376
 GD0376                         *CURRENT SURVEY CONTROL
 GD0376  ___________________________________________________________________
 GD0376* NAD 83(1986)-  36 01 02.     (N)    088 48 28.     (W)     SCALED    
 GD0376* NAVD 88     -       121.900  (meters)     399.93   (feet)  ADJUSTED  
 GD0376  ___________________________________________________________________
 GD0376  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0376  DYNAMIC HT  -         121.796 (meters)     399.59  (feet)  COMP
 GD0376  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GD0376
 GD0376  VERT ORDER  -  FIRST     CLASS II
 GD0376
 GD0376.The horizontal coordinates were scaled from a topographic map and have
 GD0376.an estimated accuracy of +/- 6 seconds.
 GD0376
 GD0376.The orthometric height was determined by differential leveling
 GD0376.and adjusted by the National Geodetic Survey in June 1991..
 GD0376
 GD0376.The geoid height was determined by GEOID03.
 GD0376
 GD0376.The dynamic height is computed by dividing the NAVD 88
 GD0376.geopotential number by the normal gravity value computed on the
 GD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0376.degrees latitude (g = 980.6199 gals.).
 GD0376
 GD0376.The modeled gravity was interpolated from observed gravity values.
 GD0376
 GD0376;                    North         East    Units  Estimated Accuracy
 GD0376;SPC TN       -   190,460.      346,940.      MT  (+/- 180 meters Scaled)
 GD0376
 GD0376                          SUPERSEDED SURVEY CONTROL
 GD0376
 GD0376  NGVD 29 (??/??/??)  121.944  (m)          400.08   (f) ADJUSTED    1 2
 GD0376
 GD0376.Superseded values are not recommended for survey control.
 GD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0376.See file dsdata.txt to determine how the superseded data were derived.
 GD0376
 GD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370873(NAD 83)
 GD0376_MARKER: DB = BENCH MARK DISK
 GD0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0376_STAMPING: C 161 1944
 GD0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0376+STABILITY: SURFACE MOTION
 GD0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0376+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0376
 GD0376  HISTORY     - Date     Condition        Report By
 GD0376  HISTORY     - 1944     MONUMENTED       CGS
 GD0376  HISTORY     - 1948     GOOD             CGS
 GD0376  HISTORY     - 1967     GOOD             CGS
 GD0376  HISTORY     - 1990     GOOD             USPSQD
 GD0376  HISTORY     - 20020826 GOOD             USACE
 GD0376
 GD0376                          STATION DESCRIPTION
 GD0376
 GD0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0376'4.2 MI S FROM BRADFORD.
 GD0376'ABOUT 4.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0376'THE STATION AT BRADFORD, ABOUT 0.2 MILE NORTHWEST OF A PUBLIC
 GD0376'ROAD CROSSING, 122 YARDS SOUTHEAST OF MILE POST C 441, 30.5
 GD0376'FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET SOUTHWEST OF THE
 GD0376'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACKS, ON TOP OF
 GD0376'A SMALL RIDGE BETWEEN THE ROAD AND TRACK, 2 FEET NORTHWEST OF A
 GD0376'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 GD0376'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK
 GD0376'IS NOW 0.7 OF A FOOT NE OF A METAL WITNESS POST AND SIGN.
 GD0376
 GD0376                          STATION RECOVERY (1967)
 GD0376
 GD0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0376'RECOVERED IN GOOD CONDITION.
 GD0376
 GD0376                          STATION RECOVERY (1990)
 GD0376
 GD0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0376'RECOVERED IN GOOD CONDITION.
 GD0376
 GD0376                          STATION RECOVERY (2002)
 GD0376
 GD0376'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0376'GRAVEL ROAD PARALLELING TRACKS IS VERNON WHITE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0331 ***********************************************************************
 GD0331  DESIGNATION -  C 162
 GD0331  PID         -  GD0331
 GD0331  STATE/COUNTY-  TN/WEAKLEY
 GD0331  USGS QUAD   -  MARTIN (1983)
 GD0331
 GD0331                         *CURRENT SURVEY CONTROL
 GD0331  ___________________________________________________________________
 GD0331* NAD 83(1986)-  36 20 19.     (N)    088 51 00.     (W)     SCALED    
 GD0331* NAVD 88     -       121.084  (meters)     397.26   (feet)  ADJUSTED  
 GD0331  ___________________________________________________________________
 GD0331  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0331  DYNAMIC HT  -         120.986 (meters)     396.93  (feet)  COMP
 GD0331  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 GD0331
 GD0331  VERT ORDER  -  FIRST     CLASS II
 GD0331
 GD0331.The horizontal coordinates were scaled from a topographic map and have
 GD0331.an estimated accuracy of +/- 6 seconds.
 GD0331
 GD0331.The orthometric height was determined by differential leveling
 GD0331.and adjusted by the National Geodetic Survey in June 1991..
 GD0331
 GD0331.The geoid height was determined by GEOID03.
 GD0331
 GD0331.The dynamic height is computed by dividing the NAVD 88
 GD0331.geopotential number by the normal gravity value computed on the
 GD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0331.degrees latitude (g = 980.6199 gals.).
 GD0331
 GD0331.The modeled gravity was interpolated from observed gravity values.
 GD0331
 GD0331;                    North         East    Units  Estimated Accuracy
 GD0331;SPC TN       -   226,210.      344,180.      MT  (+/- 180 meters Scaled)
 GD0331
 GD0331                          SUPERSEDED SURVEY CONTROL
 GD0331
 GD0331  NGVD 29 (??/??/??)  121.095  (m)          397.29   (f) ADJUSTED    1 2
 GD0331
 GD0331.Superseded values are not recommended for survey control.
 GD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0331.See file dsdata.txt to determine how the superseded data were derived.
 GD0331
 GD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF339230(NAD 83)
 GD0331_MARKER: DB = BENCH MARK DISK
 GD0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0331_STAMPING: C 162 1944
 GD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0331+STABILITY: SURFACE MOTION
 GD0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0331+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0331
 GD0331  HISTORY     - Date     Condition        Report By
 GD0331  HISTORY     - 1944     MONUMENTED       CGS
 GD0331  HISTORY     - 1948     GOOD             CGS
 GD0331  HISTORY     - 1967     GOOD             CGS
 GD0331  HISTORY     - 20020820 GOOD             USACE
 GD0331
 GD0331                          STATION DESCRIPTION
 GD0331
 GD0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0331'AT MARTIN.
 GD0331'AT MARTIN, ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 GD0331'RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE SOUTH OF A
 GD0331'STREET CROSSING, 78.5 FEET NORTH OF MILE POST C-418, AT THE NORTH
 GD0331'END OF A FILL, 20.5 FEET WEST OF THE WEST RAIL, 13 FEET EAST OF
 GD0331'THE CENTER LINE OF A STREET PARALLELING THE TRACK, 50 FEET NORTH
 GD0331'OF THE PROLONGED CENTER LINE OF A STREET WEST, 3 FEET EAST OF A
 GD0331'TELEPHONE POLE, 82 SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 GD0331'WITH ASBESTOS SHINGLE SIDING, 2.5 FEET NORTH OF A WHITE WOODEN
 GD0331'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 GD0331'CONCRETE POST PROJECTING 1 INCH.  NOTE-- NO STEEL WITNESS POST
 GD0331'WAS SET AT THIS MARK BECAUSE IT IS NOW IN A MOWED AREA.
 GD0331
 GD0331                          STATION RECOVERY (1967)
 GD0331
 GD0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0331'RECOVERED IN GOOD CONDITION.
 GD0331
 GD0331                          STATION RECOVERY (2002)
 GD0331
 GD0331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1843 ***********************************************************************
 GA1843  DESIGNATION -  C 163
 GA1843  PID         -  GA1843
 GA1843  STATE/COUNTY-  TN/HAWKINS
 GA1843  USGS QUAD   -  BULLS GAP (1976)
 GA1843
 GA1843                         *CURRENT SURVEY CONTROL
 GA1843  ___________________________________________________________________
 GA1843* NAD 83(1986)-  36 17 35.     (N)    083 02 18.     (W)     SCALED    
 GA1843* NAVD 88     -       369.949  (meters)    1213.74   (feet)  ADJUSTED  
 GA1843  ___________________________________________________________________
 GA1843  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1843  DYNAMIC HT  -         369.610 (meters)    1212.63  (feet)  COMP
 GA1843  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 GA1843
 GA1843  VERT ORDER  -  FIRST     CLASS I
 GA1843
 GA1843.The horizontal coordinates were scaled from a topographic map and have
 GA1843.an estimated accuracy of +/- 6 seconds.
 GA1843
 GA1843.The orthometric height was determined by differential leveling
 GA1843.and adjusted by the National Geodetic Survey in June 1991..
 GA1843
 GA1843.The geoid height was determined by GEOID03.
 GA1843
 GA1843.The dynamic height is computed by dividing the NAVD 88
 GA1843.geopotential number by the normal gravity value computed on the
 GA1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1843.degrees latitude (g = 980.6199 gals.).
 GA1843
 GA1843.The modeled gravity was interpolated from observed gravity values.
 GA1843
 GA1843;                    North         East    Units  Estimated Accuracy
 GA1843;SPC TN       -   221,460.      866,000.      MT  (+/- 180 meters Scaled)
 GA1843
 GA1843                          SUPERSEDED SURVEY CONTROL
 GA1843
 GA1843  NGVD 29 (??/??/92)  370.104  (m)         1214.25   (f) ADJ UNCH    1 1
 GA1843
 GA1843.Superseded values are not recommended for survey control.
 GA1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1843.See file dsdata.txt to determine how the superseded data were derived.
 GA1843
 GA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA169183(NAD 83)
 GA1843_MARKER: DB = BENCH MARK DISK
 GA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1843_STAMPING: C 163 1967
 GA1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1843+STABILITY: SURFACE MOTION
 GA1843
 GA1843  HISTORY     - Date     Condition        Report By
 GA1843  HISTORY     - 1967     MONUMENTED       CGS
 GA1843
 GA1843                          STATION DESCRIPTION
 GA1843
 GA1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1843'4 MI NE FROM BULLS GAP.
 GA1843'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1843'RAILROAD FROM THE STATION AT BULLS GAP, 0.2 MILE NORTHEAST OF
 GA1843'MILEPOST 83, 0.05 MILE NORTHEAST OF THE CROSSING OF THE RAILROAD
 GA1843'AND A PRIVATE ROAD, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1843'TRACK, 24 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GA1843'5 1/2 FEET SOUTHWEST OF A POLE, 1.5 FEET NORTHEAST OF A METAL
 GA1843'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GA1843'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1761 ***********************************************************************
 GA1761  DESIGNATION -  C 164
 GA1761  PID         -  GA1761
 GA1761  STATE/COUNTY-  TN/COCKE
 GA1761  USGS QUAD   -  RANKIN (1980)
 GA1761
 GA1761                         *CURRENT SURVEY CONTROL
 GA1761  ___________________________________________________________________
 GA1761* NAD 83(1986)-  36 05 10.     (N)    083 14 56.     (W)     SCALED    
 GA1761* NAVD 88     -       310.772  (meters)    1019.59   (feet)  ADJUSTED  
 GA1761  ___________________________________________________________________
 GA1761  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1761  DYNAMIC HT  -         310.482 (meters)    1018.64  (feet)  COMP
 GA1761  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA1761
 GA1761  VERT ORDER  -  FIRST     CLASS I
 GA1761
 GA1761.The horizontal coordinates were scaled from a topographic map and have
 GA1761.an estimated accuracy of +/- 6 seconds.
 GA1761
 GA1761.The orthometric height was determined by differential leveling
 GA1761.and adjusted by the National Geodetic Survey in June 1991..
 GA1761
 GA1761.The geoid height was determined by GEOID03.
 GA1761
 GA1761.The dynamic height is computed by dividing the NAVD 88
 GA1761.geopotential number by the normal gravity value computed on the
 GA1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1761.degrees latitude (g = 980.6199 gals.).
 GA1761
 GA1761.The modeled gravity was interpolated from observed gravity values.
 GA1761
 GA1761;                    North         East    Units  Estimated Accuracy
 GA1761;SPC TN       -   197,950.      847,740.      MT  (+/- 180 meters Scaled)
 GA1761
 GA1761                          SUPERSEDED SURVEY CONTROL
 GA1761
 GA1761  NGVD 29 (??/??/92)  310.915  (m)         1020.06   (f) ADJ UNCH    1 1
 GA1761
 GA1761.Superseded values are not recommended for survey control.
 GA1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1761.See file dsdata.txt to determine how the superseded data were derived.
 GA1761
 GA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV975958(NAD 83)
 GA1761_MARKER: DB = BENCH MARK DISK
 GA1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1761_SP_SET: BRIDGE
 GA1761_STAMPING: C 164 1967
 GA1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1761
 GA1761  HISTORY     - Date     Condition        Report By
 GA1761  HISTORY     - 1967     MONUMENTED       CGS
 GA1761
 GA1761                          STATION DESCRIPTION
 GA1761
 GA1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1761'3 MI SE FROM WHITE PINE.
 GA1761'ABOUT 3.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1761'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 3 POLES NORTHWEST
 GA1761'OF MILEPOST 216, AT THE SOUTHEAST END OF A RAILROAD BRIDGE OVER
 GA1761'THE FRENCH BROAD RIVER, 6 1/2 FEET NORTHEAST OF THE NORTHEAST
 GA1761'RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GA1761'NORTHEAST CONCRETE RETAINING WALL, AND ABOUT 1/2 FOOT BELOW THE
 GA1761'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0683 ***********************************************************************
 FB0683  DESIGNATION -  C 165
 FB0683  PID         -  FB0683
 FB0683  STATE/COUNTY-  TN/COCKE
 FB0683  USGS QUAD   -  PAINT ROCK (1991)
 FB0683
 FB0683                         *CURRENT SURVEY CONTROL
 FB0683  ___________________________________________________________________
 FB0683* NAD 83(1986)-  35 54 26.     (N)    082 59 04.     (W)     SCALED    
 FB0683* NAVD 88     -       354.682  (meters)    1163.65   (feet)  ADJUSTED  
 FB0683  ___________________________________________________________________
 FB0683  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB0683  DYNAMIC HT  -         354.340 (meters)    1162.53  (feet)  COMP
 FB0683  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FB0683
 FB0683  VERT ORDER  -  FIRST     CLASS I
 FB0683
 FB0683.The horizontal coordinates were scaled from a topographic map and have
 FB0683.an estimated accuracy of +/- 6 seconds.
 FB0683
 FB0683.The orthometric height was determined by differential leveling
 FB0683.and adjusted by the National Geodetic Survey in June 1991..
 FB0683
 FB0683.The geoid height was determined by GEOID03.
 FB0683
 FB0683.The dynamic height is computed by dividing the NAVD 88
 FB0683.geopotential number by the normal gravity value computed on the
 FB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0683.degrees latitude (g = 980.6199 gals.).
 FB0683
 FB0683.The modeled gravity was interpolated from observed gravity values.
 FB0683
 FB0683;                    North         East    Units  Estimated Accuracy
 FB0683;SPC TN       -   178,820.      872,160.      MT  (+/- 180 meters Scaled)
 FB0683
 FB0683                          SUPERSEDED SURVEY CONTROL
 FB0683
 FB0683  NGVD 29 (??/??/92)  354.832  (m)         1164.14   (f) ADJ UNCH    1 1
 FB0683
 FB0683.Superseded values are not recommended for survey control.
 FB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0683.See file dsdata.txt to determine how the superseded data were derived.
 FB0683
 FB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV209754(NAD 83)
 FB0683_MARKER: DB = BENCH MARK DISK
 FB0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0683_STAMPING: C 165 1967
 FB0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0683+STABILITY: SURFACE MOTION
 FB0683
 FB0683  HISTORY     - Date     Condition        Report By
 FB0683  HISTORY     - 1967     MONUMENTED       CGS
 FB0683
 FB0683                          STATION DESCRIPTION
 FB0683
 FB0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0683'2.9 MI E FROM DEL RIO.
 FB0683'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0683'FROM THE STATION AT DEL RIO, 19 RAILS NORTHWEST OF MILEPOST
 FB0683'192, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 41 FEET
 FB0683'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 FB0683'PRIVATE ROAD, 33 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD,
 FB0683'11 1/2 FEET SOUTHEAST OF A POLE WHICH IS BRACED BY A GUY WIRE,
 FB0683'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 FB0683'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 FB0683'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0204 ***********************************************************************
 GD0204  DESIGNATION -  C 166
 GD0204  PID         -  GD0204
 GD0204  STATE/COUNTY-  TN/HENRY
 GD0204  USGS QUAD   -  PARIS LANDING (1981)
 GD0204
 GD0204                         *CURRENT SURVEY CONTROL
 GD0204  ___________________________________________________________________
 GD0204* NAD 83(1986)-  36 25 36.     (N)    088 05 52.     (W)     SCALED    
 GD0204* NAVD 88     -       129.284  (meters)     424.16   (feet)  ADJUSTED  
 GD0204  ___________________________________________________________________
 GD0204  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD0204  DYNAMIC HT  -         129.178 (meters)     423.81  (feet)  COMP
 GD0204  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GD0204
 GD0204  VERT ORDER  -  FIRST     CLASS II
 GD0204
 GD0204.The horizontal coordinates were scaled from a topographic map and have
 GD0204.an estimated accuracy of +/- 6 seconds.
 GD0204
 GD0204.The orthometric height was determined by differential leveling
 GD0204.and adjusted by the National Geodetic Survey in June 1991..
 GD0204
 GD0204.The geoid height was determined by GEOID03.
 GD0204
 GD0204.The dynamic height is computed by dividing the NAVD 88
 GD0204.geopotential number by the normal gravity value computed on the
 GD0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0204.degrees latitude (g = 980.6199 gals.).
 GD0204
 GD0204.The modeled gravity was interpolated from observed gravity values.
 GD0204
 GD0204;                    North         East    Units  Estimated Accuracy
 GD0204;SPC TN       -   234,270.      411,900.      MT  (+/- 180 meters Scaled)
 GD0204
 GD0204                          SUPERSEDED SURVEY CONTROL
 GD0204
 GD0204  NGVD 29 (??/??/??)  129.328  (m)          424.30   (f) ADJUSTED    1 2
 GD0204
 GD0204.Superseded values are not recommended for survey control.
 GD0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0204.See file dsdata.txt to determine how the superseded data were derived.
 GD0204
 GD0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF015318(NAD 83)
 GD0204_MARKER: DB = BENCH MARK DISK
 GD0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0204_STAMPING: C 166 1947
 GD0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0204+STABILITY: SURFACE MOTION
 GD0204
 GD0204  HISTORY     - Date     Condition        Report By
 GD0204  HISTORY     - 1947     MONUMENTED       CGS
 GD0204  HISTORY     - 1971     GOOD             NGS
 GD0204
 GD0204                          STATION DESCRIPTION
 GD0204
 GD0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0204'18 MI NE FROM PARIS.
 GD0204'ABOUT 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0204'COURTHOUSE AT PARIS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG OLD
 GD0204'STATE HIGHWAY 76, AND THENCE ABOUT 0.6 MILE SOUTH ALONG THE
 GD0204'GRAVEL ROAD LEADING TO THE EAGLE CREEK MALARIA CONTROL OPERATION
 GD0204'BASE, ABOUT 0.2 MILE EAST OF THE OPERATION BASE, AT THE JUNCTION
 GD0204'OF A DIM ROAD LEADING SOUTH TO THE LAKE, 37 FEET SOUTHEAST OF THE
 GD0204'CENTER LINE OF THE GRAVEL ROAD, 30 FEET WEST OF THE CENTER LINE
 GD0204'OF THE DIM ROAD, 28 FEET NORTH OF A BLAZED 32-INCH OAK TREE, 4
 GD0204'FEET SOUTHWEST OF AN 8-INCH BLAZED TREE, ABOUT 2 FEET HIGHER THAN
 GD0204'THE GRAVEL ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 GD0204'ABOUT 4 INCHES.
 GD0204
 GD0204                          STATION RECOVERY (1971)
 GD0204
 GD0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1655 ***********************************************************************
 GC1655  DESIGNATION -  C 167
 GC1655  PID         -  GC1655
 GC1655  STATE/COUNTY-  TN/HOUSTON
 GC1655  USGS QUAD   -  STEWART (1982)
 GC1655
 GC1655                         *CURRENT SURVEY CONTROL
 GC1655  ___________________________________________________________________
 GC1655* NAD 83(1986)-  36 19 17.     (N)    087 51 08.     (W)     SCALED    
 GC1655* NAVD 88     -       144.589  (meters)     474.37   (feet)  ADJUSTED  
 GC1655  ___________________________________________________________________
 GC1655  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1655  DYNAMIC HT  -         144.468 (meters)     473.98  (feet)  COMP
 GC1655  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GC1655
 GC1655  VERT ORDER  -  FIRST     CLASS II
 GC1655
 GC1655.The horizontal coordinates were scaled from a topographic map and have
 GC1655.an estimated accuracy of +/- 6 seconds.
 GC1655
 GC1655.The orthometric height was determined by differential leveling
 GC1655.and adjusted by the National Geodetic Survey in June 1991..
 GC1655
 GC1655.The geoid height was determined by GEOID03.
 GC1655
 GC1655.The dynamic height is computed by dividing the NAVD 88
 GC1655.geopotential number by the normal gravity value computed on the
 GC1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1655.degrees latitude (g = 980.6199 gals.).
 GC1655
 GC1655.The modeled gravity was interpolated from observed gravity values.
 GC1655
 GC1655;                    North         East    Units  Estimated Accuracy
 GC1655;SPC TN       -   222,150.      433,690.      MT  (+/- 180 meters Scaled)
 GC1655
 GC1655                          SUPERSEDED SURVEY CONTROL
 GC1655
 GC1655  NGVD 29 (??/??/92)  144.626  (m)          474.49   (f) ADJ UNCH    1 2
 GC1655
 GC1655.Superseded values are not recommended for survey control.
 GC1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1655.See file dsdata.txt to determine how the superseded data were derived.
 GC1655
 GC1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF235199(NAD 83)
 GC1655_MARKER: DB = BENCH MARK DISK
 GC1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1655_SP_SET: BRIDGE ABUTMENT
 GC1655_STAMPING: C 167 1947
 GC1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1655
 GC1655  HISTORY     - Date     Condition        Report By
 GC1655  HISTORY     - 1947     MONUMENTED       CGS
 GC1655  HISTORY     - 1972     GOOD             TVA
 GC1655  HISTORY     - 1987     GOOD             USPSQD
 GC1655
 GC1655                          STATION DESCRIPTION
 GC1655
 GC1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1655'0.6 MI W FROM STEWART.
 GC1655'0.6 MILE WEST ALONG THE DANVILLE-STEWART ROAD FROM THE LOUISVILLE
 GC1655'AND NASHVILLE RAILROAD STATION AT STEWART, AT AN 8-FOOT WOODEN
 GC1655'BRIDGE OVER A SMALL STREAM, IN THE TOP OF THE NORTH END OF THE
 GC1655'EAST CONCRETE ABUTMENT, 18 FEET EAST OF TELEPHONE POLE 3890, 12
 GC1655'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 GC1655'LOWER THAN THE BRIDGE FLOOR.
 GC1655
 GC1655                          STATION RECOVERY (1972)
 GC1655
 GC1655'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1655'RECOVERED IN GOOD CONDITION.
 GC1655
 GC1655                          STATION RECOVERY (1987)
 GC1655
 GC1655'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1567 ***********************************************************************
 GC1567  DESIGNATION -  C 168
 GC1567  PID         -  GC1567
 GC1567  STATE/COUNTY-  TN/HUMPHREYS
 GC1567  USGS QUAD   -  WAVERLY (1987)
 GC1567
 GC1567                         *CURRENT SURVEY CONTROL
 GC1567  ___________________________________________________________________
 GC1567* NAD 83(1986)-  36 04 49.     (N)    087 52 01.     (W)     SCALED    
 GC1567* NAVD 88     -       136.355  (meters)     447.36   (feet)  ADJUSTED  
 GC1567  ___________________________________________________________________
 GC1567  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1567  DYNAMIC HT  -         136.238 (meters)     446.97  (feet)  COMP
 GC1567  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC1567
 GC1567  VERT ORDER  -  FIRST     CLASS II
 GC1567
 GC1567.The horizontal coordinates were scaled from a topographic map and have
 GC1567.an estimated accuracy of +/- 6 seconds.
 GC1567
 GC1567.The orthometric height was determined by differential leveling
 GC1567.and adjusted by the National Geodetic Survey in June 1991..
 GC1567
 GC1567.The geoid height was determined by GEOID03.
 GC1567
 GC1567.The dynamic height is computed by dividing the NAVD 88
 GC1567.geopotential number by the normal gravity value computed on the
 GC1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1567.degrees latitude (g = 980.6199 gals.).
 GC1567
 GC1567.The modeled gravity was interpolated from observed gravity values.
 GC1567
 GC1567;                    North         East    Units  Estimated Accuracy
 GC1567;SPC TN       -   195,430.      431,860.      MT  (+/- 180 meters Scaled)
 GC1567
 GC1567                          SUPERSEDED SURVEY CONTROL
 GC1567
 GC1567  NGVD 29 (??/??/92)  136.387  (m)          447.46   (f) ADJ UNCH    1 2
 GC1567
 GC1567.Superseded values are not recommended for survey control.
 GC1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1567.See file dsdata.txt to determine how the superseded data were derived.
 GC1567
 GC1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE219932(NAD 83)
 GC1567_MARKER: DB = BENCH MARK DISK
 GC1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1567_STAMPING: C 168 1947
 GC1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1567+STABILITY: SURFACE MOTION
 GC1567
 GC1567  HISTORY     - Date     Condition        Report By
 GC1567  HISTORY     - 1947     MONUMENTED       CGS
 GC1567  HISTORY     - 1972     GOOD             TVA
 GC1567  HISTORY     - 1988     GOOD             USPSQD
 GC1567
 GC1567                          STATION DESCRIPTION
 GC1567
 GC1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1567'4.3 MI W FROM WAVERLY.
 GC1567'4.3 MILES WEST ALONG TH NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1567'RAILWAY FROM THE STATION AT WAVERLY, 49 FEET NORTHEAST OF THE
 GC1567'THIRD POLE WEST OF POLE 70/30, AT A PRIVATE-ROAD CROSSING, 24
 GC1567'FEET NORTHWEST OF THE NORTHWEST RAIL, 19 FEET SOUTHWEST OF THE
 GC1567'CENTER LINE OF THE ROAD, 3.5 FEET SOUTHEAST OF A FENCE, IN LINE
 GC1567'WITH A ROW OF POLES, ABOUT 1 FOOT LOWER THAN THE TRACK, AND IN
 GC1567'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1567'NOTE-- STEEL POST AND SURVEY MARKER SIGN SET AT MONUMENT.
 GC1567
 GC1567                          STATION RECOVERY (1972)
 GC1567
 GC1567'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1567'RECOVERED IN GOOD CONDITION.
 GC1567
 GC1567                          STATION RECOVERY (1988)
 GC1567
 GC1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1268 ***********************************************************************
 FD1268  DESIGNATION -  C 169
 FD1268  PID         -  FD1268
 FD1268  STATE/COUNTY-  TN/DECATUR
 FD1268  USGS QUAD   -  DANIELS LANDING (1992)
 FD1268
 FD1268                         *CURRENT SURVEY CONTROL
 FD1268  ___________________________________________________________________
 FD1268* NAD 83(1986)-  35 47 45.     (N)    087 59 50.     (W)     SCALED    
 FD1268* NAVD 88     -       116.421  (meters)     381.96   (feet)  ADJUSTED  
 FD1268  ___________________________________________________________________
 FD1268  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1268  DYNAMIC HT  -         116.321 (meters)     381.63  (feet)  COMP
 FD1268  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 FD1268
 FD1268  VERT ORDER  -  FIRST     CLASS II
 FD1268
 FD1268.The horizontal coordinates were scaled from a topographic map and have
 FD1268.an estimated accuracy of +/- 6 seconds.
 FD1268
 FD1268.The orthometric height was determined by differential leveling
 FD1268.and adjusted by the National Geodetic Survey in June 1991..
 FD1268
 FD1268.The geoid height was determined by GEOID03.
 FD1268
 FD1268.The dynamic height is computed by dividing the NAVD 88
 FD1268.geopotential number by the normal gravity value computed on the
 FD1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1268.degrees latitude (g = 980.6199 gals.).
 FD1268
 FD1268.The modeled gravity was interpolated from observed gravity values.
 FD1268
 FD1268;                    North         East    Units  Estimated Accuracy
 FD1268;SPC TN       -   164,110.      419,480.      MT  (+/- 180 meters Scaled)
 FD1268
 FD1268                          SUPERSEDED SURVEY CONTROL
 FD1268
 FD1268  NGVD 29 (??/??/92)  116.442  (m)          382.03   (f) ADJ UNCH    1 2
 FD1268
 FD1268.Superseded values are not recommended for survey control.
 FD1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1268.See file dsdata.txt to determine how the superseded data were derived.
 FD1268
 FD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE098617(NAD 83)
 FD1268_MARKER: DB = BENCH MARK DISK
 FD1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1268_STAMPING: C 169 1947
 FD1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1268+STABILITY: SURFACE MOTION
 FD1268
 FD1268  HISTORY     - Date     Condition        Report By
 FD1268  HISTORY     - 1947     MONUMENTED       CGS
 FD1268  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1268
 FD1268                          STATION DESCRIPTION
 FD1268
 FD1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1268'18.7 MI NE FROM PARSONS.
 FD1268'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FD1268'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FD1268'ABOUT 0.3 MILE EAST AND 1.2 MILES SOUTHEAST ALONG HOG CREEK ROAD,
 FD1268'AND THENCE ABOUT 2.0 MILES EAST ALONG THE EAST FORK OF HOG CREEK
 FD1268'ROAD, ABOUT 3.6 MILES SOUTHEAST OF THE POST OFFICE AT SUGAR TREE,
 FD1268'ABOUT 1.5 MILES WEST ALONG A VERY DIM ROAD FROM A POINT ON THE
 FD1268'WEST BANK OF TENNESSEE RIVER OPPOSITE BRITTS LANDING, ABOUT 100
 FD1268'YARDS SOUTHEAST OF AN ABANDONED FARMHOUSE, AT THE JUNCTION OF
 FD1268'A VERY DIM ROAD LEADING TO THE RIVER, 16 FEET NORTHEAST OF THE
 FD1268'CENTER LINE OF THE MAIN ROAD, 27 FEET SOUTHEAST OF THE CENTER
 FD1268'LINE OF THE DIM ROAD, 105 FEET WEST OF A 16-INCH BLAZED TREE, 11
 FD1268'FEET NORTH OF A 12-INCH BLAZED TREE, 2 FEET NORTHEAST OF A
 FD1268'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 FD1268'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 FD1268
 FD1268                          STATION RECOVERY (1973)
 FD1268
 FD1268'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1253 ***********************************************************************
 FD1253  DESIGNATION -  C 170
 FD1253  PID         -  FD1253
 FD1253  STATE/COUNTY-  TN/PERRY
 FD1253  USGS QUAD   -  POPE (1973)
 FD1253
 FD1253                         *CURRENT SURVEY CONTROL
 FD1253  ___________________________________________________________________
 FD1253* NAD 83(1986)-  35 33 09.     (N)    087 58 12.     (W)     SCALED    
 FD1253* NAVD 88     -       121.773  (meters)     399.52   (feet)  ADJUSTED  
 FD1253  ___________________________________________________________________
 FD1253  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1253  DYNAMIC HT  -         121.662 (meters)     399.15  (feet)  COMP
 FD1253  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD1253
 FD1253  VERT ORDER  -  FIRST     CLASS II
 FD1253
 FD1253.The horizontal coordinates were scaled from a topographic map and have
 FD1253.an estimated accuracy of +/- 6 seconds.
 FD1253
 FD1253.The orthometric height was determined by differential leveling
 FD1253.and adjusted by the National Geodetic Survey in June 1991..
 FD1253
 FD1253.The geoid height was determined by GEOID03.
 FD1253
 FD1253.The dynamic height is computed by dividing the NAVD 88
 FD1253.geopotential number by the normal gravity value computed on the
 FD1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1253.degrees latitude (g = 980.6199 gals.).
 FD1253
 FD1253.The modeled gravity was interpolated from observed gravity values.
 FD1253
 FD1253;                    North         East    Units  Estimated Accuracy
 FD1253;SPC TN       -   137,060.      421,400.      MT  (+/- 180 meters Scaled)
 FD1253
 FD1253                          SUPERSEDED SURVEY CONTROL
 FD1253
 FD1253  NGVD 29 (??/??/92)  121.781  (m)          399.54   (f) ADJ UNCH    1 2
 FD1253
 FD1253.Superseded values are not recommended for survey control.
 FD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1253.See file dsdata.txt to determine how the superseded data were derived.
 FD1253
 FD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120347(NAD 83)
 FD1253_MARKER: DD = SURVEY DISK
 FD1253_SETTING: 66 = SET IN ROCK OUTCROP
 FD1253_SP_SET: SET IN ROCK OUTCROP
 FD1253_STAMPING: C 170 1947
 FD1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1253+STABILITY: POSITION/ELEVATION WELL
 FD1253
 FD1253  HISTORY     - Date     Condition        Report By
 FD1253  HISTORY     - 1947     MONUMENTED       CGS
 FD1253
 FD1253                          STATION DESCRIPTION
 FD1253
 FD1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1253'8.4 MI SE FROM POPE.
 FD1253'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1253'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1253'MILES EAST, THENCE ABOUT 4.1 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1253'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHWEST,
 FD1253'SET IN THE TOP OF THE NORTHWEST CORNER OF AN OUTCROP OF ROCK ON
 FD1253'THE NORTHEAST SIDE OF THE ROAD, 88 FEET EAST-SOUTHEAST AND ACROSS
 FD1253'THE ROAD FROM THE NORTHEAST CORNER OF AN IMITATION STONE FARM
 FD1253'HOUSE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 FD1253'SOUTH OF A BLAZED 8-INCH CEDAR TREE, 3 FEET NORTHEAST OF A WHITE
 FD1253'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN A DRILL
 FD1253'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0221 ***********************************************************************
 FE0221  DESIGNATION -  C 171
 FE0221  PID         -  FE0221
 FE0221  STATE/COUNTY-  TN/HARDIN
 FE0221  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0221
 FE0221                         *CURRENT SURVEY CONTROL
 FE0221  ___________________________________________________________________
 FE0221* NAD 83(1986)-  35 16 57.     (N)    088 17 43.     (W)     SCALED    
 FE0221* NAVD 88     -       163.382  (meters)     536.03   (feet)  ADJUSTED  
 FE0221  ___________________________________________________________________
 FE0221  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0221  DYNAMIC HT  -         163.234 (meters)     535.54  (feet)  COMP
 FE0221  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FE0221
 FE0221  VERT ORDER  -  FIRST     CLASS II
 FE0221
 FE0221.The horizontal coordinates were scaled from a topographic map and have
 FE0221.an estimated accuracy of +/- 6 seconds.
 FE0221
 FE0221.The orthometric height was determined by differential leveling
 FE0221.and adjusted by the National Geodetic Survey in June 1991..
 FE0221
 FE0221.The geoid height was determined by GEOID03.
 FE0221
 FE0221.The dynamic height is computed by dividing the NAVD 88
 FE0221.geopotential number by the normal gravity value computed on the
 FE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0221.degrees latitude (g = 980.6199 gals.).
 FE0221
 FE0221.The modeled gravity was interpolated from observed gravity values.
 FE0221
 FE0221;                    North         East    Units  Estimated Accuracy
 FE0221;SPC TN       -   107,760.      391,210.      MT  (+/- 180 meters Scaled)
 FE0221
 FE0221                          SUPERSEDED SURVEY CONTROL
 FE0221
 FE0221  NGVD 29 (??/??/??)  163.393  (m)          536.07   (f) ADJUSTED    1 2
 FE0221
 FE0221.Superseded values are not recommended for survey control.
 FE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0221.See file dsdata.txt to determine how the superseded data were derived.
 FE0221
 FE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE822051(NAD 83)
 FE0221_MARKER: DD = SURVEY DISK
 FE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0221_STAMPING: C 171 1947
 FE0221_MARK LOGO: TVA   
 FE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0221+STABILITY: SURFACE MOTION
 FE0221
 FE0221  HISTORY     - Date     Condition        Report By
 FE0221  HISTORY     - 1947     MONUMENTED       TVA
 FE0221  HISTORY     - 1947     GOOD             CGS
 FE0221  HISTORY     - 1973     GOOD             TVA
 FE0221
 FE0221                          STATION DESCRIPTION
 FE0221
 FE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0221'6.8 MI NW FROM SAVANNAH.
 FE0221'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0221'SAVANNAH, THENCE ABOUT 4.65 MILES NORTH ALONG STATE HIGHWAY
 FE0221'22, AT THE JUNCTION OF A GRAVEL ROAD LEADING TO PROSPECT, ABOUT
 FE0221'1.25 MILES SOUTHWEST ALONG THE GRAVEL ROAD FROM DODD CEMETERY,
 FE0221'270 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH
 FE0221'OF THE CENTER LINE OF THE GRAVEL ROAD, 13 FEET NORTHEAST OF A
 FE0221'TRIANGULAR BLAZED 6-INCH OAK TREE, 11 FEET WEST OF AN 8-INCH
 FE0221'TRIANGULAR BLAZED OAK TREE, 2 FEET EAST OF A WHITE WOODEN
 FE0221'WITNESS POST, 2 FEET ABOVE THE ROAD LEADING EAST, AND SET IN THE
 FE0221'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- ORIGINAL
 FE0221'REFERENCE TREES CUT.  N20W 29.7 TO 12 IN OAK, W 60.0 TO 8 IN
 FE0221'OAK, S20E 59.0 TO 12 IN OAK.  A STEEL POST WAS SET 2.0 FEET EAST
 FE0221'OF MARKER.
 FE0221
 FE0221                          STATION RECOVERY (1973)
 FE0221
 FE0221'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0467 ***********************************************************************
 GC0467  DESIGNATION -  C 172
 GC0467  PID         -  GC0467
 GC0467  STATE/COUNTY-  TN/DAVIDSON
 GC0467  USGS QUAD   -  BELLEVUE (1983)
 GC0467
 GC0467                         *CURRENT SURVEY CONTROL
 GC0467  ___________________________________________________________________
 GC0467* NAD 83(1986)-  36 04 37.     (N)    086 53 18.     (W)     SCALED    
 GC0467* NAVD 88     -       193.909  (meters)     636.18   (feet)  ADJUSTED  
 GC0467  ___________________________________________________________________
 GC0467  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC0467  DYNAMIC HT  -         193.740 (meters)     635.63  (feet)  COMP
 GC0467  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GC0467
 GC0467  VERT ORDER  -  FIRST     CLASS II
 GC0467
 GC0467.The horizontal coordinates were scaled from a topographic map and have
 GC0467.an estimated accuracy of +/- 6 seconds.
 GC0467
 GC0467.The orthometric height was determined by differential leveling
 GC0467.and adjusted by the National Geodetic Survey in June 1991..
 GC0467
 GC0467.The geoid height was determined by GEOID03.
 GC0467
 GC0467.The dynamic height is computed by dividing the NAVD 88
 GC0467.geopotential number by the normal gravity value computed on the
 GC0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0467.degrees latitude (g = 980.6199 gals.).
 GC0467
 GC0467.The modeled gravity was interpolated from observed gravity values.
 GC0467
 GC0467;                    North         East    Units  Estimated Accuracy
 GC0467;SPC TN       -   193,820.      519,990.      MT  (+/- 180 meters Scaled)
 GC0467
 GC0467                          SUPERSEDED SURVEY CONTROL
 GC0467
 GC0467  NGVD 29 (??/??/92)  193.922  (m)          636.23   (f) ADJ UNCH    1 2
 GC0467
 GC0467.Superseded values are not recommended for survey control.
 GC0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0467.See file dsdata.txt to determine how the superseded data were derived.
 GC0467
 GC0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE100924(NAD 83)
 GC0467_MARKER: DB = BENCH MARK DISK
 GC0467_SETTING: 66 = SET IN ROCK OUTCROP
 GC0467_SP_SET: ROCK LEDGE
 GC0467_STAMPING: C 172 1948
 GC0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0467+STABILITY: POSITION/ELEVATION WELL
 GC0467
 GC0467  HISTORY     - Date     Condition        Report By
 GC0467  HISTORY     - 1948     MONUMENTED       CGS
 GC0467  HISTORY     - 1949     GOOD             NGS
 GC0467
 GC0467                          STATION DESCRIPTION
 GC0467
 GC0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0467'3.4 MI E FROM BELLEVUE.
 GC0467'3.35 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0467'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, AT MILE POST 9,
 GC0467'0.15 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 100 AND THE
 GC0467'ENTRANCE TO THE PERCY WARNER PARK, 25 FEET SOUTH OF MILE POST 9,
 GC0467'9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, IN A SMALL
 GC0467'CUT ON THE NORTHWEST SIDE OF THE TRACK SET VERTICALLY IN THE
 GC0467'SOUTHEAST FACE OF AN OUTCROPPING LEDGE OF LIMESTONE AND ABOUT
 GC0467'LEVEL WITH THE TRACK.
 GC0467
 GC0467                          STATION RECOVERY (1949)
 GC0467
 GC0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1545 ***********************************************************************
 GC1545  DESIGNATION -  C 173
 GC1545  PID         -  GC1545
 GC1545  STATE/COUNTY-  TN/HUMPHREYS
 GC1545  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1545
 GC1545                         *CURRENT SURVEY CONTROL
 GC1545  ___________________________________________________________________
 GC1545* NAD 83(1986)-  36 06 50.     (N)    087 37 04.     (W)     SCALED    
 GC1545* NAVD 88     -       239.932  (meters)     787.18   (feet)  ADJUSTED  
 GC1545  ___________________________________________________________________
 GC1545  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1545  DYNAMIC HT  -         239.722 (meters)     786.49  (feet)  COMP
 GC1545  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GC1545
 GC1545  VERT ORDER  -  FIRST     CLASS II
 GC1545
 GC1545.The horizontal coordinates were scaled from a topographic map and have
 GC1545.an estimated accuracy of +/- 6 seconds.
 GC1545
 GC1545.The orthometric height was determined by differential leveling
 GC1545.and adjusted by the National Geodetic Survey in June 1991..
 GC1545
 GC1545.The geoid height was determined by GEOID03.
 GC1545
 GC1545.The dynamic height is computed by dividing the NAVD 88
 GC1545.geopotential number by the normal gravity value computed on the
 GC1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1545.degrees latitude (g = 980.6199 gals.).
 GC1545
 GC1545.The modeled gravity was interpolated from observed gravity values.
 GC1545
 GC1545;                    North         East    Units  Estimated Accuracy
 GC1545;SPC TN       -   198,760.      454,360.      MT  (+/- 180 meters Scaled)
 GC1545
 GC1545                          SUPERSEDED SURVEY CONTROL
 GC1545
 GC1545  NGVD 29 (??/??/92)  239.933  (m)          787.18   (f) ADJ UNCH    1 2
 GC1545
 GC1545.Superseded values are not recommended for survey control.
 GC1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1545.See file dsdata.txt to determine how the superseded data were derived.
 GC1545
 GC1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE444967(NAD 83)
 GC1545_MARKER: DB = BENCH MARK DISK
 GC1545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1545_SP_SET: BATTERY WELL
 GC1545_STAMPING: C 173 1948
 GC1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1545
 GC1545  HISTORY     - Date     Condition        Report By
 GC1545  HISTORY     - 1948     MONUMENTED       CGS
 GC1545  HISTORY     - 1972     GOOD             TVA
 GC1545
 GC1545                          STATION DESCRIPTION
 GC1545
 GC1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1545'1 MI E FROM MC EWEN.
 GC1545'1.0 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1545'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 0.15 MILE EAST OF MILE
 GC1545'POST 56, AT POLE 55+37, SET VERTICALLY IN THE SOUTH FACE OF
 GC1545'THE SOUTHWEST CORNER OF A 3 BY 2 FOOT BATTERY WELL, 12 FEET NORTH
 GC1545'OF THE NORTH RAIL AND ABOUT 1 FOOT BELOW THE RAIL LEVEL.
 GC1545
 GC1545                          STATION RECOVERY (1972)
 GC1545
 GC1545'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0529 ***********************************************************************
 FE0529  DESIGNATION -  C 174
 FE0529  PID         -  FE0529
 FE0529  STATE/COUNTY-  TN/MCNAIRY
 FE0529  USGS QUAD   -  PURDY (1984)
 FE0529
 FE0529                         *CURRENT SURVEY CONTROL
 FE0529  ___________________________________________________________________
 FE0529* NAD 83(1986)-  35 12 25.     (N)    088 35 50.     (W)     SCALED    
 FE0529* NAVD 88     -       137.958  (meters)     452.62   (feet)  ADJUSTED  
 FE0529  ___________________________________________________________________
 FE0529  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0529  DYNAMIC HT  -         137.830 (meters)     452.20  (feet)  COMP
 FE0529  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FE0529
 FE0529  VERT ORDER  -  FIRST     CLASS II
 FE0529
 FE0529.The horizontal coordinates were scaled from a topographic map and have
 FE0529.an estimated accuracy of +/- 6 seconds.
 FE0529
 FE0529.The orthometric height was determined by differential leveling
 FE0529.and adjusted by the National Geodetic Survey in June 1991..
 FE0529
 FE0529.The geoid height was determined by GEOID03.
 FE0529
 FE0529.The dynamic height is computed by dividing the NAVD 88
 FE0529.geopotential number by the normal gravity value computed on the
 FE0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0529.degrees latitude (g = 980.6199 gals.).
 FE0529
 FE0529.The modeled gravity was interpolated from observed gravity values.
 FE0529
 FE0529;                    North         East    Units  Estimated Accuracy
 FE0529;SPC TN       -   100,070.      363,530.      MT  (+/- 180 meters Scaled)
 FE0529
 FE0529                          SUPERSEDED SURVEY CONTROL
 FE0529
 FE0529  NGVD 29 (??/??/??)  137.957  (m)          452.61   (f) ADJUSTED    1 2
 FE0529
 FE0529.Superseded values are not recommended for survey control.
 FE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0529.See file dsdata.txt to determine how the superseded data were derived.
 FE0529
 FE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD546971(NAD 83)
 FE0529_MARKER: DB = BENCH MARK DISK
 FE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0529_STAMPING: C 174 1948
 FE0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0529+STABILITY: SURFACE MOTION
 FE0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0529+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0529
 FE0529  HISTORY     - Date     Condition        Report By
 FE0529  HISTORY     - 1948     MONUMENTED       CGS
 FE0529  HISTORY     - 1972     GOOD             TVA
 FE0529  HISTORY     - 20020918 GOOD             USACE
 FE0529
 FE0529                          STATION DESCRIPTION
 FE0529
 FE0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0529'2.8 MI N FROM SELMER.
 FE0529'ABOUT 2.85 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0529'FROM THE STATION AT SELMER, ABOUT 1.95 MILES SOUTH OF THE STATION
 FE0529'AT BETHEL SPRINGS, ABOUT 0.15 MILE SOUTHEAST OF MILE POST 351 AND
 FE0529'BLOCK SIGNAL NO. 351/0, AT A FIELD ROAD CROSSING, 30.5 FEET
 FE0529'NORTHEAST OF THE NORTHEAST RAIL, 116 FEET NORTH OF THE CENTER
 FE0529'LINE OF THE CROSSING OF THE FIELD ROAD, AT THE NORTHWEST END OF A
 FE0529'SMALL CUT, 14.5 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 FE0529'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET
 FE0529'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A
 FE0529'STEEL POST WAS SET 2 FEET SOUTH OF MARKER.  WHITE WOOD WITNESS
 FE0529'POST IS DESTROYED.  STEEL POST AND SIGN NOW SET 0.5 FT W OF
 FE0529'MONUMENT.  PAINTED CROSS ON TELEPHONE POLE.
 FE0529
 FE0529                          STATION RECOVERY (1972)
 FE0529
 FE0529'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0529'RECOVERED IN GOOD CONDITION.
 FE0529
 FE0529                          STATION RECOVERY (2002)
 FE0529
 FE0529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0529'FIELD ROAD AT CROSSING IS ELGIE MURRAY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0410 ***********************************************************************
 FE0410  DESIGNATION -  C 175
 FE0410  PID         -  FE0410
 FE0410  STATE/COUNTY-  TN/MCNAIRY
 FE0410  USGS QUAD   -  STANTONVILLE (1992)
 FE0410
 FE0410                         *CURRENT SURVEY CONTROL
 FE0410  ___________________________________________________________________
 FE0410* NAD 83(1986)-  35 13 48.     (N)    088 24 12.     (W)     SCALED    
 FE0410* NAVD 88     -       137.707  (meters)     451.79   (feet)  ADJUSTED  
 FE0410  ___________________________________________________________________
 FE0410  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0410  DYNAMIC HT  -         137.581 (meters)     451.38  (feet)  COMP
 FE0410  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 FE0410
 FE0410  VERT ORDER  -  FIRST     CLASS II
 FE0410
 FE0410.The horizontal coordinates were scaled from a topographic map and have
 FE0410.an estimated accuracy of +/- 6 seconds.
 FE0410
 FE0410.The orthometric height was determined by differential leveling
 FE0410.and adjusted by the National Geodetic Survey in June 1991..
 FE0410
 FE0410.The geoid height was determined by GEOID03.
 FE0410
 FE0410.The dynamic height is computed by dividing the NAVD 88
 FE0410.geopotential number by the normal gravity value computed on the
 FE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0410.degrees latitude (g = 980.6199 gals.).
 FE0410
 FE0410.The modeled gravity was interpolated from observed gravity values.
 FE0410
 FE0410;                    North         East    Units  Estimated Accuracy
 FE0410;SPC TN       -   102,170.      381,240.      MT  (+/- 180 meters Scaled)
 FE0410
 FE0410                          SUPERSEDED SURVEY CONTROL
 FE0410
 FE0410  NGVD 29 (??/??/??)  137.711  (m)          451.81   (f) ADJUSTED    1 2
 FE0410
 FE0410.Superseded values are not recommended for survey control.
 FE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0410.See file dsdata.txt to determine how the superseded data were derived.
 FE0410
 FE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD722994(NAD 83)
 FE0410_MARKER: DB = BENCH MARK DISK
 FE0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0410_STAMPING: C 175 1949
 FE0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0410+STABILITY: SURFACE MOTION
 FE0410
 FE0410  HISTORY     - Date     Condition        Report By
 FE0410  HISTORY     - 1949     MONUMENTED       CGS
 FE0410  HISTORY     - 1962     GOOD             TVA
 FE0410
 FE0410                          STATION DESCRIPTION
 FE0410
 FE0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0410'0.9 MI SW FROM ADAMSVILLE.
 FE0410'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0410'AT ADAMSVILLE, AT THE OUTSIDE OF A DOWNHILL S CURVE, 32 FEET
 FE0410'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FE0410'WEST-NORTHWEST OF A WIRE FENCE, 59 FEET NORTH-NORTHEAST OF A
 FE0410'POWER POLE WITH BRANCH LINE SOUTH TO A HOUSE, 42 FEET SOUTH OF
 FE0410'THE CENTER LINE OF A DRIVE EAST AND DOWNHILL TO A FARM HOUSE,
 FE0410'ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A GUARD RAIL ALONG
 FE0410'HIGHWAY, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0410'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE0410'PROJECTING 4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET NORTH
 FE0410'OF MARKER.
 FE0410
 FE0410                          STATION RECOVERY (1962)
 FE0410
 FE0410'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1124 ***********************************************************************
 GC1124  DESIGNATION -  C 176
 GC1124  PID         -  GC1124
 GC1124  STATE/COUNTY-  TN/MONTGOMERY
 GC1124  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1124
 GC1124                         *CURRENT SURVEY CONTROL
 GC1124  ___________________________________________________________________
 GC1124* NAD 83(1986)-  36 34 43.     (N)    087 24 20.     (W)     SCALED    
 GC1124* NAVD 88     -       155.791  (meters)     511.12   (feet)  ADJUSTED  
 GC1124  ___________________________________________________________________
 GC1124  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1124  DYNAMIC HT  -         155.661 (meters)     510.70  (feet)  COMP
 GC1124  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC1124
 GC1124  VERT ORDER  -  FIRST     CLASS II
 GC1124
 GC1124.The horizontal coordinates were scaled from a topographic map and have
 GC1124.an estimated accuracy of +/- 6 seconds.
 GC1124
 GC1124.The orthometric height was determined by differential leveling
 GC1124.and adjusted by the National Geodetic Survey in June 1991..
 GC1124
 GC1124.The geoid height was determined by GEOID03.
 GC1124
 GC1124.The dynamic height is computed by dividing the NAVD 88
 GC1124.geopotential number by the normal gravity value computed on the
 GC1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1124.degrees latitude (g = 980.6199 gals.).
 GC1124
 GC1124.The modeled gravity was interpolated from observed gravity values.
 GC1124
 GC1124;                    North         East    Units  Estimated Accuracy
 GC1124;SPC TN       -   250,020.      474,200.      MT  (+/- 180 meters Scaled)
 GC1124
 GC1124                          SUPERSEDED SURVEY CONTROL
 GC1124
 GC1124  NGVD 29 (??/??/92)  155.851  (m)          511.32   (f) ADJ UNCH    1 2
 GC1124
 GC1124.Superseded values are not recommended for survey control.
 GC1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1124.See file dsdata.txt to determine how the superseded data were derived.
 GC1124
 GC1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF637482(NAD 83)
 GC1124_MARKER: DB = BENCH MARK DISK
 GC1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1124_STAMPING: C 176 1949
 GC1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1124+STABILITY: SURFACE MOTION
 GC1124
 GC1124  HISTORY     - Date     Condition        Report By
 GC1124  HISTORY     - 1949     MONUMENTED       CGS
 GC1124  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1124
 GC1124                          STATION DESCRIPTION
 GC1124
 GC1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1124'7.6 MI N FROM CLARKSVILLE.
 GC1124'7.55 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1124'STATION AT CLARKSVILLE, ABOUT 0.85 MILE NORTHWEST OF A ROAD
 GC1124'CROSSING AT KENWOOD, AT THE OUTSIDE OF A CURVE IN THE TRACK WITH
 GC1124'TANGENTS EAST-SOUTHEAST AND NORTHEAST, AT A PRIVATE FIELD ROAD
 GC1124'CROSSING, 47.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET
 GC1124'SOUTHWEST OF THE CENTER OF THE CROSSING, 1.5 FEET NORTHEAST OF THE
 GC1124'R/W FENCE LINE, 13 FEET NORTHWEST OF THE CENTER OF A GATE IN R/W
 GC1124'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 4 FEET
 GC1124'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1124'4 INCHES.
 GC1124
 GC1124                          STATION RECOVERY (1957)
 GC1124
 GC1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1262 ***********************************************************************
 FD1262  DESIGNATION -  C 177
 FD1262  PID         -  FD1262
 FD1262  STATE/COUNTY-  TN/LEWIS
 FD1262  USGS QUAD   -  HOHENWALD (1991)
 FD1262
 FD1262                         *CURRENT SURVEY CONTROL
 FD1262  ___________________________________________________________________
 FD1262* NAD 83(1986)-  35 32 14.     (N)    087 32 10.     (W)     SCALED    
 FD1262* NAVD 88     -       295.956  (meters)     970.98   (feet)  ADJUSTED  
 FD1262  ___________________________________________________________________
 FD1262  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1262  DYNAMIC HT  -         295.683 (meters)     970.09  (feet)  COMP
 FD1262  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FD1262
 FD1262  VERT ORDER  -  FIRST     CLASS II
 FD1262
 FD1262.The horizontal coordinates were scaled from a topographic map and have
 FD1262.an estimated accuracy of +/- 6 seconds.
 FD1262
 FD1262.The orthometric height was determined by differential leveling
 FD1262.and adjusted by the National Geodetic Survey in June 1991..
 FD1262
 FD1262.The geoid height was determined by GEOID03.
 FD1262
 FD1262.The dynamic height is computed by dividing the NAVD 88
 FD1262.geopotential number by the normal gravity value computed on the
 FD1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1262.degrees latitude (g = 980.6199 gals.).
 FD1262
 FD1262.The modeled gravity was interpolated from observed gravity values.
 FD1262
 FD1262;                    North         East    Units  Estimated Accuracy
 FD1262;SPC TN       -   134,660.      460,710.      MT  (+/- 180 meters Scaled)
 FD1262
 FD1262                          SUPERSEDED SURVEY CONTROL
 FD1262
 FD1262  NGVD 29 (??/??/92)  295.932  (m)          970.90   (f) ADJ UNCH    1 2
 FD1262
 FD1262.Superseded values are not recommended for survey control.
 FD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1262.See file dsdata.txt to determine how the superseded data were derived.
 FD1262
 FD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE514327(NAD 83)
 FD1262_MARKER: DB = BENCH MARK DISK
 FD1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1262_STAMPING: C 177 1949
 FD1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1262+STABILITY: SURFACE MOTION
 FD1262
 FD1262  HISTORY     - Date     Condition        Report By
 FD1262  HISTORY     - 1949     MONUMENTED       CGS
 FD1262  HISTORY     - 1953     GOOD             TVA
 FD1262
 FD1262                          STATION DESCRIPTION
 FD1262
 FD1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1262'1.5 MI E FROM HOHENWALD.
 FD1262'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1262'NATIONAL BANK AT HOHENWALD, AT THE SOUTHWEST CORNER OF BROWNS
 FD1262'AIRFIELD, ABOUT IN LINE WITH THE NORTHWEST EDGE OF THE
 FD1262'NORTHEAST-SOUTHWEST RUNWAY, 53 FEET NORTH OF THE CENTER LINE OF
 FD1262'THE HIGHWAY, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD1262'CONCRETE TILE BUILDING HOUSING AIRPORT OFFICE, 1 FOOT ABOVE THE
 FD1262'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1262'NOTE-- IT IS 33 FEET NORTHEAST OF A CORNER FENCE POST AND 48
 FD1262'FEET NORTHWEST OF A POWER POLE.
 FD1262
 FD1262                          STATION RECOVERY (1953)
 FD1262
 FD1262'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0185 ***********************************************************************
 FD0185  DESIGNATION -  C 178
 FD0185  PID         -  FD0185
 FD0185  STATE/COUNTY-  TN/LINCOLN
 FD0185  USGS QUAD   -  HUNTLAND (1972)
 FD0185
 FD0185                         *CURRENT SURVEY CONTROL
 FD0185  ___________________________________________________________________
 FD0185* NAD 83(1986)-  35 01 37.     (N)    086 19 57.     (W)     SCALED    
 FD0185* NAVD 88     -       292.535  (meters)     959.76   (feet)  ADJUSTED  
 FD0185  ___________________________________________________________________
 FD0185  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0185  DYNAMIC HT  -         292.244 (meters)     958.80  (feet)  COMP
 FD0185  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FD0185
 FD0185  VERT ORDER  -  FIRST     CLASS II
 FD0185
 FD0185.The horizontal coordinates were scaled from a topographic map and have
 FD0185.an estimated accuracy of +/- 6 seconds.
 FD0185
 FD0185.The orthometric height was determined by differential leveling
 FD0185.and adjusted by the National Geodetic Survey in June 1991..
 FD0185
 FD0185.The geoid height was determined by GEOID03.
 FD0185
 FD0185.The dynamic height is computed by dividing the NAVD 88
 FD0185.geopotential number by the normal gravity value computed on the
 FD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0185.degrees latitude (g = 980.6199 gals.).
 FD0185
 FD0185.The modeled gravity was interpolated from observed gravity values.
 FD0185
 FD0185;                    North         East    Units  Estimated Accuracy
 FD0185;SPC TN       -    77,010.      569,660.      MT  (+/- 180 meters Scaled)
 FD0185
 FD0185                          SUPERSEDED SURVEY CONTROL
 FD0185
 FD0185  NGVD 29 (??/??/92)  292.492  (m)          959.62   (f) ADJ UNCH    1 2
 FD0185
 FD0185.Superseded values are not recommended for survey control.
 FD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0185.See file dsdata.txt to determine how the superseded data were derived.
 FD0185
 FD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED608762(NAD 83)
 FD0185_MARKER: DB = BENCH MARK DISK
 FD0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0185_STAMPING: C 178 1949
 FD0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0185+STABILITY: SURFACE MOTION
 FD0185
 FD0185  HISTORY     - Date     Condition        Report By
 FD0185  HISTORY     - 1949     MONUMENTED       CGS
 FD0185
 FD0185                          STATION DESCRIPTION
 FD0185
 FD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0185'1.7 MI NE FROM ELORA.
 FD0185'1.7 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0185'RAILWAY FROM THE STATION AT ELORA, AT A ROAD CROSSING, 153 FEET
 FD0185'EAST-NORTHEAST AND ACROSS THE ROAD SOUTHEAST FROM MILE POST 20,
 FD0185'38 FEET EAST OF THE CENTER OF THE CROSSING, 49 1/2 FEET SOUTHWEST
 FD0185'OF TELEPHONE POLE NO. 19/23, 23 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 FD0185'RAIL, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST,
 FD0185'10 FEET NORTHEAST OF A FENCE CORNER, 23 FEET EAST OF THE NORTHEAST
 FD0185'END OF A 12-INCH PIPE CULVERT UNDER ROAD SOUTHEAST, 1 1/2 FEET
 FD0185'NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE TRACK
 FD0185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0182 ***********************************************************************
 FD0182  DESIGNATION -  C 179
 FD0182  PID         -  FD0182
 FD0182  STATE/COUNTY-  TN/LINCOLN
 FD0182  USGS QUAD   -  HUNTLAND (1972)
 FD0182
 FD0182                         *CURRENT SURVEY CONTROL
 FD0182  ___________________________________________________________________
 FD0182* NAD 83(1986)-  35 01 21.     (N)    086 22 14.     (W)     SCALED    
 FD0182* NAVD 88     -       283.078  (meters)     928.73   (feet)  ADJUSTED  
 FD0182  ___________________________________________________________________
 FD0182  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0182  DYNAMIC HT  -         282.798 (meters)     927.81  (feet)  COMP
 FD0182  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 FD0182
 FD0182  VERT ORDER  -  FIRST     CLASS II
 FD0182
 FD0182.The horizontal coordinates were scaled from a topographic map and have
 FD0182.an estimated accuracy of +/- 6 seconds.
 FD0182
 FD0182.The orthometric height was determined by differential leveling
 FD0182.and adjusted by the National Geodetic Survey in June 1991..
 FD0182
 FD0182.The geoid height was determined by GEOID03.
 FD0182
 FD0182.The dynamic height is computed by dividing the NAVD 88
 FD0182.geopotential number by the normal gravity value computed on the
 FD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0182.degrees latitude (g = 980.6199 gals.).
 FD0182
 FD0182.The modeled gravity was interpolated from observed gravity values.
 FD0182
 FD0182;                    North         East    Units  Estimated Accuracy
 FD0182;SPC TN       -    76,530.      566,180.      MT  (+/- 180 meters Scaled)
 FD0182
 FD0182                          SUPERSEDED SURVEY CONTROL
 FD0182
 FD0182  NGVD 29 (??/??/92)  283.037  (m)          928.60   (f) ADJ UNCH    1 2
 FD0182
 FD0182.Superseded values are not recommended for survey control.
 FD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0182.See file dsdata.txt to determine how the superseded data were derived.
 FD0182
 FD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED574757(NAD 83)
 FD0182_MARKER: DB = BENCH MARK DISK
 FD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0182_STAMPING: C 179 1949
 FD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0182+STABILITY: SURFACE MOTION
 FD0182
 FD0182  HISTORY     - Date     Condition        Report By
 FD0182  HISTORY     - 1949     MONUMENTED       CGS
 FD0182
 FD0182                          STATION DESCRIPTION
 FD0182
 FD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0182'1 MI NW FROM ELORA.
 FD0182'1.0 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0182'RAILWAY FROM THE STATION AT ELORA, AT A ROAD CROSSING, 50 1/2 FEET
 FD0182'WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 32 FEET NORTH-NORTHWEST
 FD0182'OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST OF A LONE 7-INCH
 FD0182'OAK TREE, 18 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET
 FD0182'SOUTHEAST OF POLE NO. 22/15, 1 1/2 FEET NORTHWEST OF A WHITE
 FD0182'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 FD0182'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0215 ***********************************************************************
 GD0215  DESIGNATION -  C 18 RESET
 GD0215  PID         -  GD0215
 GD0215  STATE/COUNTY-  TN/HENRY
 GD0215  USGS QUAD   -  PURYEAR (1985)
 GD0215
 GD0215                         *CURRENT SURVEY CONTROL
 GD0215  ___________________________________________________________________
 GD0215* NAD 83(1986)-  36 26 40.     (N)    088 20 04.     (W)     SCALED    
 GD0215* NAVD 88     -       185.00   (+/-2cm)     607.0    (feet)  VERTCON   
 GD0215  ___________________________________________________________________
 GD0215  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD0215
 GD0215  VERT ORDER  -  THIRD (See Below)
 GD0215
 GD0215.The horizontal coordinates were scaled from a topographic map and have
 GD0215.an estimated accuracy of +/- 6 seconds.
 GD0215
 GD0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0215.The vertical order pertains to the NGVD 29 superseded value.
 GD0215
 GD0215.The geoid height was determined by GEOID03.
 GD0215
 GD0215;                    North         East    Units  Estimated Accuracy
 GD0215;SPC TN       -   236,730.      390,720.      MT  (+/- 180 meters Scaled)
 GD0215
 GD0215                          SUPERSEDED SURVEY CONTROL
 GD0215
 GD0215  NGVD 29 (??/??/??)  185.04   (m)          607.1    (f) RESET       3  
 GD0215
 GD0215.Superseded values are not recommended for survey control.
 GD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0215.See file dsdata.txt to determine how the superseded data were derived.
 GD0215
 GD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF804340(NAD 83)
 GD0215_MARKER: DD = SURVEY DISK
 GD0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0215_STAMPING: C 18 RESET 1965
 GD0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0215+STABILITY: SURFACE MOTION
 GD0215
 GD0215  HISTORY     - Date     Condition        Report By
 GD0215  HISTORY     - 1965     MONUMENTED       TVA
 GD0215  HISTORY     - 1971     GOOD             NGS
 GD0215  HISTORY     - 20000101 GOOD             NGS
 GD0215
 GD0215                          STATION DESCRIPTION
 GD0215
 GD0215'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1965
 GD0215'AT PURYEAR.
 GD0215'AT PURYEAR, 130 FEET EAST OF THE SOUTHEAST CORNER OF THE POST
 GD0215'OFFICE, 96 FEET EAST OF THE CENTER LINE OF STUB STREET, 94 FEET
 GD0215'NORTH AND ACROSS MAIN STREET FROM A 36 INCH SYCAMORE TREE, 26
 GD0215'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE OLD NASHVILLE,
 GD0215'CHATTANOOGA AND ST. LOUIS RAILROAD, 19 FEET NORTH OF THE CENTER
 GD0215'LINE OF MAIN STREET, 11 FEET WEST OF THE WEST RAIL OF A SIDE
 GD0215'TRACK, 2.5 FEET SOUTH OF A POWER LINE POLE, 0.8 FOOT SOUTH OF A
 GD0215'METAL WITNESS POST WITH T.V.A. SIGN, SET IN THE TOP OF A CONCRETE
 GD0215'POST, ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 GD0215'NOTE-- STATION IS 28.4 E OF CENTERLINE MAIN TRACK, 19.0 N OF
 GD0215'CENTERLINE OF E AND W BLACK TOP STREET (MAIN) AND 2.5 S OF POWER
 GD0215'POLE.  PLUS OR MINUS 130 FT E OF POST OFFICE.  POST AND SIGN AND
 GD0215'MONUMENT.
 GD0215
 GD0215                          STATION RECOVERY (1971)
 GD0215
 GD0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0215'RECOVERED IN GOOD CONDITION.
 GD0215
 GD0215                          STATION RECOVERY (2000)
 GD0215
 GD0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 GD0215'STATION IS LOCATED IN TOWN OF PURYEAR.  OWNERSHIP TVA.  FOUND AS
 GD0215'DESCRIBED.  YOU CAN GET THERE BY A CAR.  MAY HOLD WELL, BUT SUBJECT TO
 GD0215'GROUND MOVEMENT AS FAR AS STABILITY. CONTAINS MAGNETIC MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0329 ***********************************************************************
 FD0329  DESIGNATION -  C 180
 FD0329  PID         -  FD0329
 FD0329  STATE/COUNTY-  TN/LINCOLN
 FD0329  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0329
 FD0329                         *CURRENT SURVEY CONTROL
 FD0329  ___________________________________________________________________
 FD0329* NAD 83(1986)-  35 14 35.     (N)    086 36 55.     (W)     SCALED    
 FD0329* NAVD 88     -       217.601  (meters)     713.91   (feet)  ADJUSTED  
 FD0329  ___________________________________________________________________
 FD0329  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0329  DYNAMIC HT  -         217.400 (meters)     713.25  (feet)  COMP
 FD0329  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FD0329
 FD0329  VERT ORDER  -  FIRST     CLASS II
 FD0329
 FD0329.The horizontal coordinates were scaled from a topographic map and have
 FD0329.an estimated accuracy of +/- 6 seconds.
 FD0329
 FD0329.The orthometric height was determined by differential leveling
 FD0329.and adjusted by the National Geodetic Survey in June 1991..
 FD0329
 FD0329.The geoid height was determined by GEOID03.
 FD0329
 FD0329.The dynamic height is computed by dividing the NAVD 88
 FD0329.geopotential number by the normal gravity value computed on the
 FD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0329.degrees latitude (g = 980.6199 gals.).
 FD0329
 FD0329.The modeled gravity was interpolated from observed gravity values.
 FD0329
 FD0329;                    North         East    Units  Estimated Accuracy
 FD0329;SPC TN       -   101,110.      544,000.      MT  (+/- 180 meters Scaled)
 FD0329
 FD0329                          SUPERSEDED SURVEY CONTROL
 FD0329
 FD0329  NGVD 29 (??/??/92)  217.580  (m)          713.84   (f) ADJ UNCH    1 2
 FD0329
 FD0329.Superseded values are not recommended for survey control.
 FD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0329.See file dsdata.txt to determine how the superseded data were derived.
 FD0329
 FD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE350000(NAD 83)
 FD0329_MARKER: DB = BENCH MARK DISK
 FD0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0329_SP_SET: CULVERT
 FD0329_STAMPING: C 180 1949
 FD0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0329
 FD0329  HISTORY     - Date     Condition        Report By
 FD0329  HISTORY     - 1949     MONUMENTED       CGS
 FD0329
 FD0329                          STATION DESCRIPTION
 FD0329
 FD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0329'5.4 MI SE FROM PETERSBURG.
 FD0329'5.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0329'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.85 MILE
 FD0329'NORTHWEST OF THE ROAD CROSSING AND CHURCH OF CHRIST AT HOWELL,
 FD0329'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A STONE
 FD0329'CULVERT UNDER RAILWAY, ABOUT 60 FEET NORTH OF POLE NO. 46/21,
 FD0329'5 1/2 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT BELOW THE
 FD0329'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0182 ***********************************************************************
 GD0182  DESIGNATION -  C 181
 GD0182  PID         -  GD0182
 GD0182  STATE/COUNTY-  TN/HENRY
 GD0182  USGS QUAD   -  OSAGE (1985)
 GD0182
 GD0182                         *CURRENT SURVEY CONTROL
 GD0182  ___________________________________________________________________
 GD0182* NAD 83(1986)-  36 17 56.     (N)    088 22 46.     (W)     SCALED    
 GD0182* NAVD 88     -       161.513  (meters)     529.90   (feet)  ADJUSTED  
 GD0182  ___________________________________________________________________
 GD0182  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0182  DYNAMIC HT  -         161.380 (meters)     529.46  (feet)  COMP
 GD0182  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GD0182
 GD0182  VERT ORDER  -  FIRST     CLASS II
 GD0182
 GD0182.The horizontal coordinates were scaled from a topographic map and have
 GD0182.an estimated accuracy of +/- 6 seconds.
 GD0182
 GD0182.The orthometric height was determined by differential leveling
 GD0182.and adjusted by the National Geodetic Survey in June 1991..
 GD0182
 GD0182.The geoid height was determined by GEOID03.
 GD0182
 GD0182.The dynamic height is computed by dividing the NAVD 88
 GD0182.geopotential number by the normal gravity value computed on the
 GD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0182.degrees latitude (g = 980.6199 gals.).
 GD0182
 GD0182.The modeled gravity was interpolated from observed gravity values.
 GD0182
 GD0182;                    North         East    Units  Estimated Accuracy
 GD0182;SPC TN       -   220,680.      386,300.      MT  (+/- 180 meters Scaled)
 GD0182
 GD0182                          SUPERSEDED SURVEY CONTROL
 GD0182
 GD0182  NGVD 29 (??/??/??)  161.552  (m)          530.03   (f) ADJUSTED    1 2
 GD0182
 GD0182.Superseded values are not recommended for survey control.
 GD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0182.See file dsdata.txt to determine how the superseded data were derived.
 GD0182
 GD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF761179(NAD 83)
 GD0182_MARKER: DB = BENCH MARK DISK
 GD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0182_STAMPING: C 181 1949
 GD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0182+STABILITY: SURFACE MOTION
 GD0182
 GD0182  HISTORY     - Date     Condition        Report By
 GD0182  HISTORY     - 1949     MONUMENTED       CGS
 GD0182  HISTORY     - 1968     GOOD             CGS
 GD0182  HISTORY     - 1971     GOOD             NGS
 GD0182
 GD0182                          STATION DESCRIPTION
 GD0182
 GD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0182'3 MI W FROM PARIS.
 GD0182'ABOUT 3.05 MILES WEST ALONG STATE ROUTE 54 FROM THE SOUTHWEST
 GD0182'CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN PARIS, AT THE
 GD0182'JUNCTION OF A PAVED T ROAD SOUTH.  IT IS IN A SMALL GRASSY
 GD0182'TRIANGLE FORMED BY A Y LEADING ONTO THE PAVED T ROAD SOUTH, 47
 GD0182'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 35
 GD0182'FEET NORTHWEST OF THE APPROXIMATE CENTER OF EAST LEG OF THE Y,
 GD0182'33 FEET NORHTEAST OF THE APPROXIMATE CENTER OF THE WEST LEG OF
 GD0182'THE Y, 19 FEET NORTH OF A STOP SIGN, AND 0.9 OF A FOOT NORTH OF A
 GD0182'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0182'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD0182'IS STAMPED C 181 1949.  NOTE-- 49.7 FT S OF CENTERLINE HWY 54.
 GD0182'76.0 S 20 E OF POWER POLE.  C AND GS POST AND SIGN.
 GD0182
 GD0182                          STATION RECOVERY (1971)
 GD0182
 GD0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1396 ***********************************************************************
 GC1396  DESIGNATION -  C 182
 GC1396  PID         -  GC1396
 GC1396  STATE/COUNTY-  TN/MONTGOMERY
 GC1396  USGS QUAD   -  EXCELL (1983)
 GC1396
 GC1396                         *CURRENT SURVEY CONTROL
 GC1396  ___________________________________________________________________
 GC1396* NAD 83(1986)-  36 23 03.     (N)    087 15 28.     (W)     SCALED    
 GC1396* NAVD 88     -       123.408  (meters)     404.88   (feet)  ADJUSTED  
 GC1396  ___________________________________________________________________
 GC1396  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1396  DYNAMIC HT  -         123.305 (meters)     404.54  (feet)  COMP
 GC1396  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GC1396
 GC1396  VERT ORDER  -  FIRST     CLASS II
 GC1396
 GC1396.The horizontal coordinates were scaled from a topographic map and have
 GC1396.an estimated accuracy of +/- 6 seconds.
 GC1396
 GC1396.The orthometric height was determined by differential leveling
 GC1396.and adjusted by the National Geodetic Survey in June 1991..
 GC1396
 GC1396.The geoid height was determined by GEOID03.
 GC1396
 GC1396.The dynamic height is computed by dividing the NAVD 88
 GC1396.geopotential number by the normal gravity value computed on the
 GC1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1396.degrees latitude (g = 980.6199 gals.).
 GC1396
 GC1396.The modeled gravity was interpolated from observed gravity values.
 GC1396
 GC1396;                    North         East    Units  Estimated Accuracy
 GC1396;SPC TN       -   228,270.      487,150.      MT  (+/- 180 meters Scaled)
 GC1396
 GC1396                          SUPERSEDED SURVEY CONTROL
 GC1396
 GC1396  NGVD 29 (??/??/92)  123.469  (m)          405.08   (f) ADJ UNCH    1 2
 GC1396
 GC1396.Superseded values are not recommended for survey control.
 GC1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1396.See file dsdata.txt to determine how the superseded data were derived.
 GC1396
 GC1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF768265(NAD 83)
 GC1396_MARKER: DB = BENCH MARK DISK
 GC1396_SETTING: 66 = SET IN ROCK OUTCROP
 GC1396_SP_SET: ROCK LEDGE
 GC1396_STAMPING: C 182 1949
 GC1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1396+STABILITY: POSITION/ELEVATION WELL
 GC1396
 GC1396  HISTORY     - Date     Condition        Report By
 GC1396  HISTORY     - 1949     MONUMENTED       CGS
 GC1396  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1396
 GC1396                          STATION DESCRIPTION
 GC1396
 GC1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1396'13 MI SE FROM CLARKSVILLE.
 GC1396'13.0 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1396'STATION AT CLARKSVILLE, ABOUT 0.65 MILE NORTHWEST OF THE SIGN
 GC1396'MONTGOMERY-CHEATHAM COUNTY LINE, 231 FEET SOUTHEAST AND ACROSS
 GC1396'THE TRACK FROM MILE POST 43, 6.8 FEET NORTHEAST OF THE NORTHEAST
 GC1396'RAIL, 209 YARDS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO.
 GC1396'43/09 ACROSS A CREEK AND FIELD ROAD, SET IN THE TOP OF A ROCK
 GC1396'LEDGE AT THE BOTTOM OF A CLIFF, 80 YARDS NORTHWEST OF THE
 GC1396'SOUTHEAST END OF THE ROCK CLIFF, AND ABOUT LEVEL WITH THE TRACK.
 GC1396
 GC1396                          STATION RECOVERY (1984)
 GC1396
 GC1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1396'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1121 ***********************************************************************
 GC1121  DESIGNATION -  C 183
 GC1121  PID         -  GC1121
 GC1121  STATE/COUNTY-  TN/MONTGOMERY
 GC1121  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1121
 GC1121                         *CURRENT SURVEY CONTROL
 GC1121  ___________________________________________________________________
 GC1121* NAD 83(1986)-  36 36 22.     (N)    087 24 47.     (W)     SCALED    
 GC1121* NAVD 88     -       148.725  (meters)     487.94   (feet)  ADJUSTED  
 GC1121  ___________________________________________________________________
 GC1121  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1121  DYNAMIC HT  -         148.602 (meters)     487.54  (feet)  COMP
 GC1121  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GC1121
 GC1121  VERT ORDER  -  FIRST     CLASS II
 GC1121
 GC1121.The horizontal coordinates were scaled from a topographic map and have
 GC1121.an estimated accuracy of +/- 6 seconds.
 GC1121
 GC1121.The orthometric height was determined by differential leveling
 GC1121.and adjusted by the National Geodetic Survey in June 1991..
 GC1121
 GC1121.The geoid height was determined by GEOID03.
 GC1121
 GC1121.The dynamic height is computed by dividing the NAVD 88
 GC1121.geopotential number by the normal gravity value computed on the
 GC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1121.degrees latitude (g = 980.6199 gals.).
 GC1121
 GC1121.The modeled gravity was interpolated from observed gravity values.
 GC1121
 GC1121;                    North         East    Units  Estimated Accuracy
 GC1121;SPC TN       -   253,080.      473,580.      MT  (+/- 180 meters Scaled)
 GC1121
 GC1121                          SUPERSEDED SURVEY CONTROL
 GC1121
 GC1121  NGVD 29 (??/??/92)  148.786  (m)          488.14   (f) ADJ UNCH    1 2
 GC1121
 GC1121.Superseded values are not recommended for survey control.
 GC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1121.See file dsdata.txt to determine how the superseded data were derived.
 GC1121
 GC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF630512(NAD 83)
 GC1121_MARKER: DB = BENCH MARK DISK
 GC1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1121_STAMPING: C 183 1949
 GC1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1121+STABILITY: SURFACE MOTION
 GC1121
 GC1121  HISTORY     - Date     Condition        Report By
 GC1121  HISTORY     - 1949     MONUMENTED       CGS
 GC1121  HISTORY     - 1957     POOR             NGS
 GC1121
 GC1121                          STATION DESCRIPTION
 GC1121
 GC1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1121'9.9 MI N FROM CLARKSVILLE.
 GC1121'9.9 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1121'STATION AT CLARKSVILLE, 66 FEET NORTHEAST AND ACROSS THE TRACK
 GC1121'FROM MILE POST H 66, 122 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 GC1121'CROSSING, 25.5 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL,
 GC1121'4 FEET EAST OF A TELEPHONE POLE, 9.5 FEET SOUTH-SOUTHWEST OF THE
 GC1121'CENTER LINE OF A TRAIL PARALLELING THE TRACKS, 21 FEET
 GC1121'SOUTH-SOUTHWEST OF THE R/W FENCE LINE, 2 FEET WEST OF A WHITE
 GC1121'WOODEN WITNESS POST, 4 1/2 FEET ABOVE THE TRACK AND SET IN THE
 GC1121'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1121
 GC1121                          STATION RECOVERY (1957)
 GC1121
 GC1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1121'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1116 ***********************************************************************
 FC1116  DESIGNATION -  C 184
 FC1116  PID         -  FC1116
 FC1116  STATE/COUNTY-  TN/HAMILTON
 FC1116  USGS QUAD   -  CHATTANOOGA (1976)
 FC1116
 FC1116                         *CURRENT SURVEY CONTROL
 FC1116  ___________________________________________________________________
 FC1116* NAD 83(1986)-  35 03 39.     (N)    085 16 00.     (W)     SCALED    
 FC1116* NAVD 88     -       203.596  (meters)     667.96   (feet)  ADJUSTED  
 FC1116  ___________________________________________________________________
 FC1116  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1116  DYNAMIC HT  -         203.393 (meters)     667.30  (feet)  COMP
 FC1116  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 FC1116
 FC1116  VERT ORDER  -  FIRST     CLASS II
 FC1116
 FC1116.The horizontal coordinates were scaled from a topographic map and have
 FC1116.an estimated accuracy of +/- 6 seconds.
 FC1116
 FC1116.The orthometric height was determined by differential leveling
 FC1116.and adjusted by the National Geodetic Survey in June 1991..
 FC1116
 FC1116.The geoid height was determined by GEOID03.
 FC1116
 FC1116.The dynamic height is computed by dividing the NAVD 88
 FC1116.geopotential number by the normal gravity value computed on the
 FC1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1116.degrees latitude (g = 980.6199 gals.).
 FC1116
 FC1116.The modeled gravity was interpolated from observed gravity values.
 FC1116
 FC1116;                    North         East    Units  Estimated Accuracy
 FC1116;SPC TN       -    80,970.      666,900.      MT  (+/- 180 meters Scaled)
 FC1116
 FC1116                          SUPERSEDED SURVEY CONTROL
 FC1116
 FC1116  NGVD 29 (??/??/92)  203.636  (m)          668.10   (f) ADJ UNCH    1 2
 FC1116
 FC1116.Superseded values are not recommended for survey control.
 FC1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1116.See file dsdata.txt to determine how the superseded data were derived.
 FC1116
 FC1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD580811(NAD 83)
 FC1116_MARKER: DB = BENCH MARK DISK
 FC1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1116_STAMPING: C 184 1950
 FC1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1116+STABILITY: SURFACE MOTION
 FC1116
 FC1116  HISTORY     - Date     Condition        Report By
 FC1116  HISTORY     - 1950     MONUMENTED       CGS
 FC1116  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1116  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1116
 FC1116                          STATION DESCRIPTION
 FC1116
 FC1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1116'1.4 MI NE FROM CHATTANOOGA.
 FC1116'ABOUT 1.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1116'THIRD STREET VIADUCT OVER THE RAILWAY YARDS, ABOUT 0.4 MILE NORTH
 FC1116'OF THE OVERPASS OF THE KNOXVILLE BRANCH OF THE SOUTHERN RAILWAY
 FC1116'OVER THE TRACKS, ABOUT 1.2 MILES SOUTHWEST OF THE STATION AT
 FC1116'BOYCE, NEAR THE SOUTHWEST END OF A FILL, 176 FEET SOUTHWEST AND
 FC1116'ACROSS THE TRACK FROM SEMAPHORE NO. 335.0, 118 FEET EAST AND
 FC1116'ACROSS THE TRACK FROM MILE POST 335, 92 FEET SOUTH-SOUTHEAST AND
 FC1116'ACROSS THE TRACK FROM A YARD LIMIT SIGN POST, 25 FEET SOUTHEAST
 FC1116'OF THE SOUTHEAST RAIL OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1116'RAILWAY, 6.7 FEET SOUTH OF POLE NO. 133/11, 1 1/2 FEET NORTHWEST
 FC1116'OF A T.V.A. STEEL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK
 FC1116'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FC1116
 FC1116                          STATION RECOVERY (1972)
 FC1116
 FC1116'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1116'MARK NOT FOUND.
 FC1116
 FC1116                          STATION RECOVERY (1983)
 FC1116
 FC1116'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0294 ***********************************************************************
 FD0294  DESIGNATION -  C 185
 FD0294  PID         -  FD0294
 FD0294  STATE/COUNTY-  TN/MARSHALL
 FD0294  USGS QUAD   -  LEWISBURG (1981)
 FD0294
 FD0294                         *CURRENT SURVEY CONTROL
 FD0294  ___________________________________________________________________
 FD0294* NAD 83(1986)-  35 27 59.     (N)    086 47 53.     (W)     SCALED    
 FD0294* NAVD 88     -       233.978  (meters)     767.64   (feet)  ADJUSTED  
 FD0294  ___________________________________________________________________
 FD0294  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0294  DYNAMIC HT  -         233.768 (meters)     766.95  (feet)  COMP
 FD0294  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FD0294
 FD0294  VERT ORDER  -  FIRST     CLASS II
 FD0294
 FD0294.The horizontal coordinates were scaled from a topographic map and have
 FD0294.an estimated accuracy of +/- 6 seconds.
 FD0294
 FD0294.The orthometric height was determined by differential leveling
 FD0294.and adjusted by the National Geodetic Survey in June 1991..
 FD0294
 FD0294.The geoid height was determined by GEOID03.
 FD0294
 FD0294.The dynamic height is computed by dividing the NAVD 88
 FD0294.geopotential number by the normal gravity value computed on the
 FD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0294.degrees latitude (g = 980.6199 gals.).
 FD0294
 FD0294.The modeled gravity was interpolated from observed gravity values.
 FD0294
 FD0294;                    North         East    Units  Estimated Accuracy
 FD0294;SPC TN       -   126,010.      527,570.      MT  (+/- 180 meters Scaled)
 FD0294
 FD0294                          SUPERSEDED SURVEY CONTROL
 FD0294
 FD0294  NGVD 29 (??/??/92)  233.955  (m)          767.57   (f) ADJ UNCH    1 2
 FD0294
 FD0294.Superseded values are not recommended for survey control.
 FD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0294.See file dsdata.txt to determine how the superseded data were derived.
 FD0294
 FD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE183247(NAD 83)
 FD0294_MARKER: DB = BENCH MARK DISK
 FD0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0294_STAMPING: C 185 1949
 FD0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0294+STABILITY: SURFACE MOTION
 FD0294
 FD0294  HISTORY     - Date     Condition        Report By
 FD0294  HISTORY     - 1949     MONUMENTED       CGS
 FD0294
 FD0294                          STATION DESCRIPTION
 FD0294
 FD0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0294'1.1 MI NW FROM LEWISBURG.
 FD0294'1.1 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0294'GRAMMAR SCHOOL AT LEWISBURG, AT A HOUSE WEST OF ROAD, 177 FEET
 FD0294'NORTH-NORTHWEST OF THE NORTH END OF THE OVERPASS OVER THE
 FD0294'LOUISVILLE AND NASHVILLE RAILROAD, 118 FEET NORTH-NORTHEAST
 FD0294'OF THE NORTHEAST CORNER OF THE HOUSE, 28 FEET WEST OF THE
 FD0294'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER OF A
 FD0294'WOODEN GATE, 18 FEET SOUTH OF TELEPHONE POLE NO. 23, 1 FOOT
 FD0294'WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 FD0294'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD0294'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0051 ***********************************************************************
 FD0051  DESIGNATION -  C 186
 FD0051  PID         -  FD0051
 FD0051  STATE/COUNTY-  TN/RUTHERFORD
 FD0051  USGS QUAD   -  WALTERHILL (1998)
 FD0051
 FD0051                         *CURRENT SURVEY CONTROL
 FD0051  ___________________________________________________________________
 FD0051* NAD 83(1986)-  35 53 34.     (N)    086 26 28.     (W)     SCALED    
 FD0051* NAVD 88     -       170.445  (meters)     559.20   (feet)  ADJUSTED  
 FD0051  ___________________________________________________________________
 FD0051  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FD0051  DYNAMIC HT  -         170.297 (meters)     558.72  (feet)  COMP
 FD0051  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 FD0051
 FD0051  VERT ORDER  -  FIRST     CLASS II
 FD0051
 FD0051.The horizontal coordinates were scaled from a topographic map and have
 FD0051.an estimated accuracy of +/- 6 seconds.
 FD0051
 FD0051.The orthometric height was determined by differential leveling
 FD0051.and adjusted by the National Geodetic Survey in June 1991..
 FD0051
 FD0051.The geoid height was determined by GEOID03.
 FD0051
 FD0051.The dynamic height is computed by dividing the NAVD 88
 FD0051.geopotential number by the normal gravity value computed on the
 FD0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0051.degrees latitude (g = 980.6199 gals.).
 FD0051
 FD0051.The modeled gravity was interpolated from observed gravity values.
 FD0051
 FD0051;                    North         East    Units  Estimated Accuracy
 FD0051;SPC TN       -   173,110.      560,180.      MT  (+/- 180 meters Scaled)
 FD0051
 FD0051                          SUPERSEDED SURVEY CONTROL
 FD0051
 FD0051  NGVD 29 (??/??/92)  170.460  (m)          559.25   (f) ADJ UNCH    1 2
 FD0051
 FD0051.Superseded values are not recommended for survey control.
 FD0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0051.See file dsdata.txt to determine how the superseded data were derived.
 FD0051
 FD0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE504722(NAD 83)
 FD0051_MARKER: DB = BENCH MARK DISK
 FD0051_SETTING: 66 = SET IN ROCK OUTCROP
 FD0051_SP_SET: LIMESTONE ROCK
 FD0051_STAMPING: C 186 1949
 FD0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0051+STABILITY: POSITION/ELEVATION WELL
 FD0051
 FD0051  HISTORY     - Date     Condition        Report By
 FD0051  HISTORY     - 1949     MONUMENTED       CGS
 FD0051
 FD0051                          STATION DESCRIPTION
 FD0051
 FD0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0051'4 MI NW FROM MURFREESBORO.
 FD0051'4.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0051'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 2.1 MILES
 FD0051'SOUTHEAST OF THE ROAD CROSSING AND FLAG STATION AT FLORENCE, AT A
 FD0051'DIM ROAD CROSSING, SET IN THE TOP OF AN OUTCROPPINE LIMESTONE
 FD0051'ROCK, 257 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING,
 FD0051'61 FEET NORTHWEST OF POLE NO. 27/23, 31 1/2 FEET NORTHEAST OF THE
 FD0051'NORTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FD0051'DIM ROAD, AND ABOUT 2 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0415 ***********************************************************************
 GC0415  DESIGNATION -  C 187
 GC0415  PID         -  GC0415
 GC0415  STATE/COUNTY-  TN/DAVIDSON
 GC0415  USGS QUAD   -  ANTIOCH (1983)
 GC0415
 GC0415                         *CURRENT SURVEY CONTROL
 GC0415  ___________________________________________________________________
 GC0415* NAD 83(1986)-  36 02 09.     (N)    086 37 30.     (W)     SCALED    
 GC0415* NAVD 88     -       190.685  (meters)     625.61   (feet)  ADJUSTED  
 GC0415  ___________________________________________________________________
 GC0415  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0415  DYNAMIC HT  -         190.520 (meters)     625.06  (feet)  COMP
 GC0415  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 GC0415
 GC0415  VERT ORDER  -  FIRST     CLASS II
 GC0415
 GC0415.The horizontal coordinates were scaled from a topographic map and have
 GC0415.an estimated accuracy of +/- 6 seconds.
 GC0415
 GC0415.The orthometric height was determined by differential leveling
 GC0415.and adjusted by the National Geodetic Survey in June 1991..
 GC0415
 GC0415.The geoid height was determined by GEOID03.
 GC0415
 GC0415.The dynamic height is computed by dividing the NAVD 88
 GC0415.geopotential number by the normal gravity value computed on the
 GC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0415.degrees latitude (g = 980.6199 gals.).
 GC0415
 GC0415.The modeled gravity was interpolated from observed gravity values.
 GC0415
 GC0415;                    North         East    Units  Estimated Accuracy
 GC0415;SPC TN       -   189,070.      543,680.      MT  (+/- 180 meters Scaled)
 GC0415
 GC0415                          SUPERSEDED SURVEY CONTROL
 GC0415
 GC0415  NGVD 29 (??/??/92)  190.702  (m)          625.66   (f) ADJ UNCH    1 2
 GC0415
 GC0415.Superseded values are not recommended for survey control.
 GC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0415.See file dsdata.txt to determine how the superseded data were derived.
 GC0415
 GC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE337879(NAD 83)
 GC0415_MARKER: DB = BENCH MARK DISK
 GC0415_SETTING: 66 = SET IN ROCK OUTCROP
 GC0415_SP_SET: ROCK CUT
 GC0415_STAMPING: C 187 1949
 GC0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0415+STABILITY: POSITION/ELEVATION WELL
 GC0415
 GC0415  HISTORY     - Date     Condition        Report By
 GC0415  HISTORY     - 1949     MONUMENTED       CGS
 GC0415
 GC0415                          STATION DESCRIPTION
 GC0415
 GC0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0415'2.8 MI NW FROM LA VERGNE.
 GC0415'2.8 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC0415'ST. LOUIS RAILWAY FROM THE STATION AT LA VERGNE, NEAR THE
 GC0415'SOUTHEAST END OF A ROCK CUT, SET IN SHELF OF ROCK CUT, 232 FEET
 GC0415'NORTHWEST OF MILE POST 13, ABOUT 40 FEET NORTHWEST OF THE SOUTHEAST
 GC0415'END OF THE CUT, 8 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 GC0415'ABOUT 2 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0390 ***********************************************************************
 GC0390  DESIGNATION -  C 188
 GC0390  PID         -  GC0390
 GC0390  STATE/COUNTY-  TN/DAVIDSON
 GC0390  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0390
 GC0390                         *CURRENT SURVEY CONTROL
 GC0390  ___________________________________________________________________
 GC0390* NAD 83(1986)-  36 11 59.     (N)    086 48 28.     (W)     SCALED    
 GC0390* NAVD 88     -       124.370  (meters)     408.04   (feet)  ADJUSTED  
 GC0390  ___________________________________________________________________
 GC0390  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0390  DYNAMIC HT  -         124.263 (meters)     407.69  (feet)  COMP
 GC0390  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GC0390
 GC0390  VERT ORDER  -  FIRST     CLASS II
 GC0390
 GC0390.The horizontal coordinates were scaled from a topographic map and have
 GC0390.an estimated accuracy of +/- 6 seconds.
 GC0390
 GC0390.The orthometric height was determined by differential leveling
 GC0390.and adjusted by the National Geodetic Survey in June 1991..
 GC0390
 GC0390.The geoid height was determined by GEOID03.
 GC0390
 GC0390.The dynamic height is computed by dividing the NAVD 88
 GC0390.geopotential number by the normal gravity value computed on the
 GC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0390.degrees latitude (g = 980.6199 gals.).
 GC0390
 GC0390.The modeled gravity was interpolated from observed gravity values.
 GC0390
 GC0390;                    North         East    Units  Estimated Accuracy
 GC0390;SPC TN       -   207,380.      527,360.      MT  (+/- 180 meters Scaled)
 GC0390
 GC0390                          SUPERSEDED SURVEY CONTROL
 GC0390
 GC0390  NGVD 29 (??/??/92)  124.398  (m)          408.13   (f) ADJ UNCH    1 2
 GC0390
 GC0390.Superseded values are not recommended for survey control.
 GC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0390.See file dsdata.txt to determine how the superseded data were derived.
 GC0390
 GC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF172061(NAD 83)
 GC0390_MARKER: DB = BENCH MARK DISK
 GC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0390_STAMPING: C 188 1949
 GC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0390+STABILITY: SURFACE MOTION
 GC0390
 GC0390  HISTORY     - Date     Condition        Report By
 GC0390  HISTORY     - 1949     MONUMENTED       CGS
 GC0390  HISTORY     - 1960     MARK NOT FOUND   NGS
 GC0390
 GC0390                          STATION DESCRIPTION
 GC0390
 GC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0390'AT NASHVILLE.
 GC0390'AT NASHVILLE, DAVIDSON COUNTY, 1.5 MILES NORTH ALONG 9TH AVENUE
 GC0390'NORTH FROM THE R.W. JONES SCHOOL AND INTERSECTION OF BUCHANAN STREET,
 GC0390'AT THE CUMBERLAND AIRPORT, SET AT THE NASHVILLE BRIDGE COMPANY
 GC0390'HANGAR, 6 FEET SOUTH OF THE NORTHWEST CORNER OF THE HANGAR, 1/2 FOOT
 GC0390'WEST OF THE WEST EDGE OF THE FOUNDATION OF HANGAR AND SET IN THE TOP
 GC0390'OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE HANGER THE MARK
 GC0390'WAS SET BY HAS BEEN TORN DOWN AND IT APPEARS THE MARK WAS DESTROYED
 GC0390'AT THE SAME TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1078 ***********************************************************************
 FC1078  DESIGNATION -  C 189
 FC1078  PID         -  FC1078
 FC1078  STATE/COUNTY-  TN/HAMILTON
 FC1078  USGS QUAD   -  GRAYSVILLE (1990)
 FC1078
 FC1078                         *CURRENT SURVEY CONTROL
 FC1078  ___________________________________________________________________
 FC1078* NAD 83(1986)-  35 22 38.     (N)    085 06 55.     (W)     SCALED    
 FC1078* NAVD 88     -       225.563  (meters)     740.03   (feet)  ADJUSTED  
 FC1078  ___________________________________________________________________
 FC1078  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1078  DYNAMIC HT  -         225.346 (meters)     739.32  (feet)  COMP
 FC1078  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 FC1078
 FC1078  VERT ORDER  -  FIRST     CLASS II
 FC1078
 FC1078.The horizontal coordinates were scaled from a topographic map and have
 FC1078.an estimated accuracy of +/- 6 seconds.
 FC1078
 FC1078.The orthometric height was determined by differential leveling
 FC1078.and adjusted by the National Geodetic Survey in June 1991..
 FC1078
 FC1078.The geoid height was determined by GEOID03.
 FC1078
 FC1078.The dynamic height is computed by dividing the NAVD 88
 FC1078.geopotential number by the normal gravity value computed on the
 FC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1078.degrees latitude (g = 980.6199 gals.).
 FC1078
 FC1078.The modeled gravity was interpolated from observed gravity values.
 FC1078
 FC1078;                    North         East    Units  Estimated Accuracy
 FC1078;SPC TN       -   116,180.      680,390.      MT  (+/- 180 meters Scaled)
 FC1078
 FC1078                          SUPERSEDED SURVEY CONTROL
 FC1078
 FC1078  NGVD 29 (??/??/92)  225.620  (m)          740.22   (f) ADJ UNCH    1 2
 FC1078
 FC1078.Superseded values are not recommended for survey control.
 FC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1078.See file dsdata.txt to determine how the superseded data were derived.
 FC1078
 FC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE712165(NAD 83)
 FC1078_MARKER: DB = BENCH MARK DISK
 FC1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1078_STAMPING: C 189 1950
 FC1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1078+STABILITY: SURFACE MOTION
 FC1078
 FC1078  HISTORY     - Date     Condition        Report By
 FC1078  HISTORY     - 1950     MONUMENTED       CGS
 FC1078  HISTORY     - 1972     GOOD             TVA
 FC1078
 FC1078                          STATION DESCRIPTION
 FC1078
 FC1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1078'0.4 MI SW FROM SALE CREEK.
 FC1078'ABOUT 0.45 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1078'STATION AT SALE CREEK, AT A ROAD CROSSING, ABOUT 0.1 MILE SOUTH
 FC1078'OF MILE POST 310, 74 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 FC1078'THE MAIN TRACK, 64 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FC1078'ROAD, 33 FEET SOUTHWEST OF A TELEPHONE POLE, 44 FEET SOUTHEAST
 FC1078'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 34 FEET SOUTHEAST OF A
 FC1078'WHISTLE POST, 3 FEET NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTH
 FC1078'OF A T.V.A. STEEL WITNESS POST, ABOUT 7 FEET BELOW THE TOP OF RAIL
 FC1078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FC1078
 FC1078                          STATION RECOVERY (1972)
 FC1078
 FC1078'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0050 ***********************************************************************
 FE0050  DESIGNATION -  C 19
 FE0050  PID         -  FE0050
 FE0050  STATE/COUNTY-  TN/CARROLL
 FE0050  USGS QUAD   -  BUENA VISTA (1973)
 FE0050
 FE0050                         *CURRENT SURVEY CONTROL
 FE0050  ___________________________________________________________________
 FE0050* NAD 83(1986)-  35 58 36.     (N)    088 17 21.     (W)     SCALED    
 FE0050* NAVD 88     -       154.334  (meters)     506.34   (feet)  ADJUSTED  
 FE0050  ___________________________________________________________________
 FE0050  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FE0050  DYNAMIC HT  -         154.201 (meters)     505.91  (feet)  COMP
 FE0050  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 FE0050
 FE0050  VERT ORDER  -  FIRST     CLASS II
 FE0050
 FE0050.The horizontal coordinates were scaled from a topographic map and have
 FE0050.an estimated accuracy of +/- 6 seconds.
 FE0050
 FE0050.The orthometric height was determined by differential leveling
 FE0050.and adjusted by the National Geodetic Survey in June 1991..
 FE0050
 FE0050.The geoid height was determined by GEOID03.
 FE0050
 FE0050.The dynamic height is computed by dividing the NAVD 88
 FE0050.geopotential number by the normal gravity value computed on the
 FE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0050.degrees latitude (g = 980.6199 gals.).
 FE0050
 FE0050.The modeled gravity was interpolated from observed gravity values.
 FE0050
 FE0050;                    North         East    Units  Estimated Accuracy
 FE0050;SPC TN       -   184,740.      393,570.      MT  (+/- 180 meters Scaled)
 FE0050
 FE0050                          SUPERSEDED SURVEY CONTROL
 FE0050
 FE0050  NGVD 29 (??/??/??)  154.358  (m)          506.42   (f) ADJUSTED    1 2
 FE0050
 FE0050.Superseded values are not recommended for survey control.
 FE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0050.See file dsdata.txt to determine how the superseded data were derived.
 FE0050
 FE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE837821(NAD 83)
 FE0050_MARKER: DB = BENCH MARK DISK
 FE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0050_STAMPING: 506.600 C 19 1934
 FE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0050+STABILITY: SURFACE MOTION
 FE0050
 FE0050  HISTORY     - Date     Condition        Report By
 FE0050  HISTORY     - 1934     MONUMENTED       CGS
 FE0050  HISTORY     - 1935     GOOD             CGS
 FE0050  HISTORY     - 1973     GOOD             TVA
 FE0050
 FE0050                          STATION DESCRIPTION
 FE0050
 FE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0050'AT BUENA VISTA.
 FE0050'AT BUENA VISTA, CARROLL COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE0050'AND ST. LOUIS RAILWAY, AT THE NORTH END OF THE STATION, 9 POLES
 FE0050'SOUTH OF MILEPOST 92, OPPOSITE SURVEY STATION 4857+05, AND 60
 FE0050'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 FE0050'STAMPED 506.600 C 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0050'NOTE-- RR STATION REMOVED.  33.7 FT S 5 E FROM SE CORNER OF WHITE
 FE0050'FRAME HOUSE AND 9.3 FT 30 W FROM 10 IN PINE.  MONUMENT IS FLUSH
 FE0050'WITH GROUND.  STATION IS 67.3 FT N 50 W FROM W RAIL OF MAIN
 FE0050'TRACK.
 FE0050
 FE0050                          STATION RECOVERY (1973)
 FE0050
 FE0050'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0482 ***********************************************************************
 GB0482  DESIGNATION -  C 190
 GB0482  PID         -  GB0482
 GB0482  STATE/COUNTY-  TN/ANDERSON
 GB0482  USGS QUAD   -  POWELL (1976)
 GB0482
 GB0482                         *CURRENT SURVEY CONTROL
 GB0482  ___________________________________________________________________
 GB0482* NAD 83(1986)-  36 02 09.     (N)    084 07 24.     (W)     SCALED    
 GB0482* NAVD 88     -       268.803  (meters)     881.90   (feet)  ADJUSTED  
 GB0482  ___________________________________________________________________
 GB0482  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0482  DYNAMIC HT  -         268.555 (meters)     881.08  (feet)  COMP
 GB0482  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GB0482
 GB0482  VERT ORDER  -  FIRST     CLASS II
 GB0482
 GB0482.The horizontal coordinates were scaled from a topographic map and have
 GB0482.an estimated accuracy of +/- 6 seconds.
 GB0482
 GB0482.The orthometric height was determined by differential leveling
 GB0482.and adjusted by the National Geodetic Survey in June 1991..
 GB0482
 GB0482.The geoid height was determined by GEOID03.
 GB0482
 GB0482.The dynamic height is computed by dividing the NAVD 88
 GB0482.geopotential number by the normal gravity value computed on the
 GB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0482.degrees latitude (g = 980.6199 gals.).
 GB0482
 GB0482.The modeled gravity was interpolated from observed gravity values.
 GB0482
 GB0482;                    North         East    Units  Estimated Accuracy
 GB0482;SPC TN       -   190,510.      769,110.      MT  (+/- 180 meters Scaled)
 GB0482
 GB0482                          SUPERSEDED SURVEY CONTROL
 GB0482
 GB0482  NGVD 29 (??/??/92)  268.932  (m)          882.32   (f) ADJ UNCH    1 2
 GB0482
 GB0482.Superseded values are not recommended for survey control.
 GB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0482.See file dsdata.txt to determine how the superseded data were derived.
 GB0482
 GB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE591917(NAD 83)
 GB0482_MARKER: DB = BENCH MARK DISK
 GB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0482_STAMPING: C 190 1950
 GB0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0482+STABILITY: SURFACE MOTION
 GB0482
 GB0482  HISTORY     - Date     Condition        Report By
 GB0482  HISTORY     - 1950     MONUMENTED       CGS
 GB0482  HISTORY     - 1967     GOOD             NGS
 GB0482  HISTORY     - 1973     GOOD             LOCSUR
 GB0482
 GB0482                          STATION DESCRIPTION
 GB0482
 GB0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0482'5.4 MI SE FROM CLINTON.
 GB0482'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0482'COURTHOUSE AT CLINTON, THENCE ABOUT 0.5 MILE WEST ALONG
 GB0482'RACOON VALLEY ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A PAVED
 GB0482'ROAD, AT THE ABANDONED CLINTON-OAK RIDGE AIRPORT, ABOUT 90 YARDS
 GB0482'NORTHWEST OF BENCH MARK D 190,89 FEET SOUTHWEST OF THE CENTER LINE
 GB0482'OF THE OLD AIRPORT DRIVE, 1.2 FEET EAST OF THE SOUTH CORNER OF
 GB0482'THE CONCRETE PORCH ON THE SOUTHWEST SIDE OF THE ABANDONED
 GB0482'ADMINISTRATION BUILDING, 0.6 FOOT SOUTH OF THE SOUTH EDGE OF
 GB0482'THE PORCH, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A
 GB0482'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GB0482
 GB0482                          STATION RECOVERY (1973)
 GB0482
 GB0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1069 ***********************************************************************
 FC1069  DESIGNATION -  C 192
 FC1069  PID         -  FC1069
 FC1069  STATE/COUNTY-  TN/RHEA
 FC1069  USGS QUAD   -  GRAYSVILLE (1990)
 FC1069
 FC1069                         *CURRENT SURVEY CONTROL
 FC1069  ___________________________________________________________________
 FC1069* NAD 83(1986)-  35 26 36.     (N)    085 04 53.     (W)     SCALED    
 FC1069* NAVD 88     -       220.853  (meters)     724.58   (feet)  ADJUSTED  
 FC1069  ___________________________________________________________________
 FC1069  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1069  DYNAMIC HT  -         220.638 (meters)     723.88  (feet)  COMP
 FC1069  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 FC1069
 FC1069  VERT ORDER  -  FIRST     CLASS II
 FC1069
 FC1069.The horizontal coordinates were scaled from a topographic map and have
 FC1069.an estimated accuracy of +/- 6 seconds.
 FC1069
 FC1069.The orthometric height was determined by differential leveling
 FC1069.and adjusted by the National Geodetic Survey in June 1991..
 FC1069
 FC1069.The geoid height was determined by GEOID03.
 FC1069
 FC1069.The dynamic height is computed by dividing the NAVD 88
 FC1069.geopotential number by the normal gravity value computed on the
 FC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1069.degrees latitude (g = 980.6199 gals.).
 FC1069
 FC1069.The modeled gravity was interpolated from observed gravity values.
 FC1069
 FC1069;                    North         East    Units  Estimated Accuracy
 FC1069;SPC TN       -   123,550.      683,400.      MT  (+/- 180 meters Scaled)
 FC1069
 FC1069                          SUPERSEDED SURVEY CONTROL
 FC1069
 FC1069  NGVD 29 (??/??/92)  220.913  (m)          724.78   (f) ADJ UNCH    1 2
 FC1069
 FC1069.Superseded values are not recommended for survey control.
 FC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1069.See file dsdata.txt to determine how the superseded data were derived.
 FC1069
 FC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE741239(NAD 83)
 FC1069_MARKER: DB = BENCH MARK DISK
 FC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1069_STAMPING: C 192 1950
 FC1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1069+STABILITY: SURFACE MOTION
 FC1069
 FC1069  HISTORY     - Date     Condition        Report By
 FC1069  HISTORY     - 1950     MONUMENTED       CGS
 FC1069  HISTORY     - 1972     GOOD             TVA
 FC1069
 FC1069                          STATION DESCRIPTION
 FC1069
 FC1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1069'AT GRAYSVILLE.
 FC1069'AT GRAYSVILLE, ALONG THE SOUTHERN RAILWAY, 178 FEET EAST OF THE
 FC1069'EAST CORNER OF THE STATION, 273 FEET SOUTH-SOUTHWEST OF THE
 FC1069'CENTER OF A BLACK TOP ROAD CROSSING, 334 FEET SOUTH-SOUTHWEST
 FC1069'AND ACROSS THE TRACK AND ROAD FROM MILE POST 305, 97 FEET
 FC1069'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 1 FOOT NORTHWEST
 FC1069'OF A FENCE LINE, 65 FEET SOUTHEAST OF THE SECOND POLE NORTHEAST
 FC1069'OF THE STATION, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC1069'1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC1069'PROJECTING 3 INCHES.
 FC1069
 FC1069                          STATION RECOVERY (1972)
 FC1069
 FC1069'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0752 ***********************************************************************
 FC0752  DESIGNATION -  C 193
 FC0752  PID         -  FC0752
 FC0752  STATE/COUNTY-  TN/RHEA
 FC0752  USGS QUAD   -  DECATUR (1973)
 FC0752
 FC0752                         *CURRENT SURVEY CONTROL
 FC0752  ___________________________________________________________________
 FC0752* NAD 83(1986)-  35 37 12.     (N)    084 47 05.     (W)     SCALED    
 FC0752* NAVD 88     -       225.475  (meters)     739.75   (feet)  ADJUSTED  
 FC0752  ___________________________________________________________________
 FC0752  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0752  DYNAMIC HT  -         225.261 (meters)     739.04  (feet)  COMP
 FC0752  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FC0752
 FC0752  VERT ORDER  -  FIRST     CLASS II
 FC0752
 FC0752.The horizontal coordinates were scaled from a topographic map and have
 FC0752.an estimated accuracy of +/- 6 seconds.
 FC0752
 FC0752.The orthometric height was determined by differential leveling
 FC0752.and adjusted by the National Geodetic Survey in June 1991..
 FC0752
 FC0752.The geoid height was determined by GEOID03.
 FC0752
 FC0752.The dynamic height is computed by dividing the NAVD 88
 FC0752.geopotential number by the normal gravity value computed on the
 FC0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0752.degrees latitude (g = 980.6199 gals.).
 FC0752
 FC0752.The modeled gravity was interpolated from observed gravity values.
 FC0752
 FC0752;                    North         East    Units  Estimated Accuracy
 FC0752;SPC TN       -   143,440.      710,090.      MT  (+/- 180 meters Scaled)
 FC0752
 FC0752                          SUPERSEDED SURVEY CONTROL
 FC0752
 FC0752  NGVD 29 (??/??/92)  225.557  (m)          740.01   (f) ADJ UNCH    1 2
 FC0752
 FC0752.Superseded values are not recommended for survey control.
 FC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0752.See file dsdata.txt to determine how the superseded data were derived.
 FC0752
 FC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE006440(NAD 83)
 FC0752_MARKER: DB = BENCH MARK DISK
 FC0752_SETTING: 0 = UNSPECIFIED SETTING
 FC0752_STAMPING: C 193 1950
 FC0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0752
 FC0752  HISTORY     - Date     Condition        Report By
 FC0752  HISTORY     - 1950     MONUMENTED       CGS
 FC0752
 FC0752                          STATION DESCRIPTION
 FC0752
 FC0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0752'10.6 MI SE FROM SPRING CITY.
 FC0752'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0752'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.65 MILES SOUTHEAST
 FC0752'ALONG STATE HIGHWAY 68, THENCE ABOUT 1.1 MILES NORTH ALONG A
 FC0752'BLACK TOP ROAD, AT THE WEST END OF WATTS BAR DAM ACROSS THE
 FC0752'TENNESSEE RIVER, AT THE NORTH END OF A DRIVE TO THE LOWER PART
 FC0752'OF THE DAM, 1.6 FEET WEST OF THE EAST EDGE OF A CONCRETE RETAINING
 FC0752'WALL EXTEND-SOUTH OF DAM, 1.3 FEET SOUTH OF THE NORTH END OF
 FC0752'THE RETAINING WALL, 19 FEET EAST OF THE EAST RAIL OF A SPUR
 FC0752'RAILWAY TRACK, 3 FEET SOUTH OF THE SOUTH RAIL OF A TURBINE CRANE
 FC0752'TRACK, AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0665 ***********************************************************************
 FC0665  DESIGNATION -  C 194
 FC0665  PID         -  FC0665
 FC0665  STATE/COUNTY-  TN/RHEA
 FC0665  USGS QUAD   -  RODDY (1976)
 FC0665
 FC0665                         *CURRENT SURVEY CONTROL
 FC0665  ___________________________________________________________________
 FC0665* NAD 83(1986)-  35 47 09.     (N)    084 45 46.     (W)     SCALED    
 FC0665* NAVD 88     -       239.106  (meters)     784.47   (feet)  ADJUSTED  
 FC0665  ___________________________________________________________________
 FC0665  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0665  DYNAMIC HT  -         238.882 (meters)     783.73  (feet)  COMP
 FC0665  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 FC0665
 FC0665  VERT ORDER  -  FIRST     CLASS II
 FC0665
 FC0665.The horizontal coordinates were scaled from a topographic map and have
 FC0665.an estimated accuracy of +/- 6 seconds.
 FC0665
 FC0665.The orthometric height was determined by differential leveling
 FC0665.and adjusted by the National Geodetic Survey in June 1991..
 FC0665
 FC0665.The geoid height was determined by GEOID03.
 FC0665
 FC0665.The dynamic height is computed by dividing the NAVD 88
 FC0665.geopotential number by the normal gravity value computed on the
 FC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0665.degrees latitude (g = 980.6199 gals.).
 FC0665
 FC0665.The modeled gravity was interpolated from observed gravity values.
 FC0665
 FC0665;                    North         East    Units  Estimated Accuracy
 FC0665;SPC TN       -   161,860.      711,850.      MT  (+/- 180 meters Scaled)
 FC0665
 FC0665                          SUPERSEDED SURVEY CONTROL
 FC0665
 FC0665  NGVD 29 (??/??/92)  239.198  (m)          784.77   (f) ADJ UNCH    1 2
 FC0665
 FC0665.Superseded values are not recommended for survey control.
 FC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0665.See file dsdata.txt to determine how the superseded data were derived.
 FC0665
 FC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021625(NAD 83)
 FC0665_MARKER: DB = BENCH MARK DISK
 FC0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0665_STAMPING: C 194 1950
 FC0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0665+STABILITY: SURFACE MOTION
 FC0665
 FC0665  HISTORY     - Date     Condition        Report By
 FC0665  HISTORY     - 1950     MONUMENTED       CGS
 FC0665
 FC0665                          STATION DESCRIPTION
 FC0665
 FC0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0665'8.6 MI NE FROM SPRING CITY.
 FC0665'8.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0665'AT SPRING CITY, 347 YARDS NORTHEAST OF THE OVERPASS OF THE
 FC0665'RAILWAY OVER A GRAVEL ROAD, 334 YARDS NORTHEAST OF MILE POST
 FC0665'275, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13 FEET SOUTHEAST
 FC0665'OF A TELEPHONE POLE, ON THE TOP OF A LOW CUT, 57 FEET SOUTH OF
 FC0665'THE CENTER OF A CIRCULAR CONCRETE BATTERY BOX, 2 FEET NORTHEAST
 FC0665'OF A T.V.A. STEEL WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET
 FC0665'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY
 FC0665'BE REACHED FROM THE STATION AT ROCKWOOD BY GOING ABOUT 7.15
 FC0665'MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0716 ***********************************************************************
 FC0716  DESIGNATION -  C 195
 FC0716  PID         -  FC0716
 FC0716  STATE/COUNTY-  TN/ROANE
 FC0716  USGS QUAD   -  HARRIMAN (1980)
 FC0716
 FC0716                         *CURRENT SURVEY CONTROL
 FC0716  ___________________________________________________________________
 FC0716* NAD 83(1986)-  35 56 43.     (N)    084 31 23.     (W)     SCALED    
 FC0716* NAVD 88     -       228.922  (meters)     751.05   (feet)  ADJUSTED  
 FC0716  ___________________________________________________________________
 FC0716  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0716  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 FC0716  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 FC0716
 FC0716  VERT ORDER  -  FIRST     CLASS II
 FC0716
 FC0716.The horizontal coordinates were scaled from a topographic map and have
 FC0716.an estimated accuracy of +/- 6 seconds.
 FC0716
 FC0716.The orthometric height was determined by differential leveling
 FC0716.and adjusted by the National Geodetic Survey in June 1991..
 FC0716
 FC0716.The geoid height was determined by GEOID03.
 FC0716
 FC0716.The dynamic height is computed by dividing the NAVD 88
 FC0716.geopotential number by the normal gravity value computed on the
 FC0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0716.degrees latitude (g = 980.6199 gals.).
 FC0716
 FC0716.The modeled gravity was interpolated from observed gravity values.
 FC0716
 FC0716;                    North         East    Units  Estimated Accuracy
 FC0716;SPC TN       -   179,850.      733,250.      MT  (+/- 180 meters Scaled)
 FC0716
 FC0716                          SUPERSEDED SURVEY CONTROL
 FC0716
 FC0716  NGVD 29 (??/??/92)  229.040  (m)          751.44   (f) ADJ UNCH    1 2
 FC0716
 FC0716.Superseded values are not recommended for survey control.
 FC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0716.See file dsdata.txt to determine how the superseded data were derived.
 FC0716
 FC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE234807(NAD 83)
 FC0716_MARKER: DB = BENCH MARK DISK
 FC0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0716_STAMPING: C 195 1950
 FC0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0716+STABILITY: SURFACE MOTION
 FC0716
 FC0716  HISTORY     - Date     Condition        Report By
 FC0716  HISTORY     - 1950     MONUMENTED       CGS
 FC0716  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0716
 FC0716                          STATION DESCRIPTION
 FC0716
 FC0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0716'2.2 MI E FROM HARRIMAN.
 FC0716'1.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0716'AT HARRIMAN, THENCE ABOUT 0.75 MILE SOUTH AND SOUTHEAST ALONG A
 FC0716'GRAVEL ROAD LEADING TO LILES AIRPORT, AT THE AIRPORT, 236 FEET
 FC0716'WEST OF THE WEST CORNER OF A 2-STORY SHOP BUILDING, ABOUT 80
 FC0716'YARDS NORTHEAST OF THE NORTHEAST BANK OF THE EMORY RIVER EMBAYMENT,
 FC0716'ABOUT 55 YARDS SOUTHWEST OF THE CENTER LINE OF THE AIRPORT ROAD,
 FC0716'33 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE
 FC0716'LINE, BETWEEN TWO OLD RAILROAD GRADES, 2 FEET NORTHWEST OF A
 FC0716'T.V.A. STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FC0716'PROJECTING 1 INCH.
 FC0716
 FC0716                          STATION RECOVERY (1967)
 FC0716
 FC0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0844 ***********************************************************************
 FC0844  DESIGNATION -  C 196
 FC0844  PID         -  FC0844
 FC0844  STATE/COUNTY-  TN/MORGAN
 FC0844  USGS QUAD   -  HARRIMAN (1980)
 FC0844
 FC0844                         *CURRENT SURVEY CONTROL
 FC0844  ___________________________________________________________________
 FC0844* NAD 83(1986)-  35 57 43.     (N)    084 34 21.     (W)     SCALED    
 FC0844* NAVD 88     -       236.548  (meters)     776.07   (feet)  ADJUSTED  
 FC0844  ___________________________________________________________________
 FC0844  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0844  DYNAMIC HT  -         236.331 (meters)     775.36  (feet)  COMP
 FC0844  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FC0844
 FC0844  VERT ORDER  -  FIRST     CLASS I
 FC0844
 FC0844.The horizontal coordinates were scaled from a topographic map and have
 FC0844.an estimated accuracy of +/- 6 seconds.
 FC0844
 FC0844.The orthometric height was determined by differential leveling
 FC0844.and adjusted by the National Geodetic Survey in June 1991..
 FC0844
 FC0844.The geoid height was determined by GEOID03.
 FC0844
 FC0844.The dynamic height is computed by dividing the NAVD 88
 FC0844.geopotential number by the normal gravity value computed on the
 FC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0844.degrees latitude (g = 980.6199 gals.).
 FC0844
 FC0844.The modeled gravity was interpolated from observed gravity values.
 FC0844
 FC0844;                    North         East    Units  Estimated Accuracy
 FC0844;SPC TN       -   181,630.      728,760.      MT  (+/- 180 meters Scaled)
 FC0844
 FC0844                          SUPERSEDED SURVEY CONTROL
 FC0844
 FC0844  NGVD 29 (??/??/92)  236.663  (m)          776.45   (f) ADJ UNCH    1 1
 FC0844
 FC0844.Superseded values are not recommended for survey control.
 FC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0844.See file dsdata.txt to determine how the superseded data were derived.
 FC0844
 FC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE189824(NAD 83)
 FC0844_MARKER: DB = BENCH MARK DISK
 FC0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0844_SP_SET: CULVERT
 FC0844_STAMPING: C 196 1950
 FC0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0844
 FC0844  HISTORY     - Date     Condition        Report By
 FC0844  HISTORY     - 1950     MONUMENTED       CGS
 FC0844  HISTORY     - 1968     GOOD             NGS
 FC0844  HISTORY     - 1972     GOOD             TVA
 FC0844
 FC0844                          STATION DESCRIPTION
 FC0844
 FC0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0844'3.2 MI NW FROM HARRIMAN.
 FC0844'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0844'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET,
 FC0844'THENCE 1.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY, 188 FEET
 FC0844'NORTHEAST OF A SIGNAL GANTRY, SET IN THE TOP OF THE SOUTHWEST END
 FC0844'OF THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER
 FC0844'THE TRACK, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 FC0844'4 FEET BELOW THE LEVEL OF THE TRACK.
 FC0844
 FC0844                          STATION RECOVERY (1972)
 FC0844
 FC0844'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0925 ***********************************************************************
 GB0925  DESIGNATION -  C 197
 GB0925  PID         -  GB0925
 GB0925  STATE/COUNTY-  TN/SCOTT
 GB0925  USGS QUAD   -  ROBBINS (1980)
 GB0925
 GB0925                         *CURRENT SURVEY CONTROL
 GB0925  ___________________________________________________________________
 GB0925* NAD 83(1986)-  36 22 26.     (N)    084 34 11.     (W)     SCALED    
 GB0925* NAVD 88     -       393.263  (meters)    1290.23   (feet)  POSTED    
 GB0925  ___________________________________________________________________
 GB0925  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0925  DYNAMIC HT  -         392.920 (meters)    1289.11  (feet)  COMP
 GB0925  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GB0925
 GB0925  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB0925
 GB0925.The horizontal coordinates were scaled from a topographic map and have
 GB0925.an estimated accuracy of +/- 6 seconds.
 GB0925
 GB0925.The orthometric height was determined by differential leveling
 GB0925.and adjusted by the National Geodetic Survey in 1992..
 GB0925.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB0925.rate of 3.1 thru 4.0 mm/km.
 GB0925
 GB0925.The geoid height was determined by GEOID03.
 GB0925
 GB0925.The dynamic height is computed by dividing the NAVD 88
 GB0925.geopotential number by the normal gravity value computed on the
 GB0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0925.degrees latitude (g = 980.6199 gals.).
 GB0925
 GB0925.The modeled gravity was interpolated from observed gravity values.
 GB0925
 GB0925;                    North         East    Units  Estimated Accuracy
 GB0925;SPC TN       -   227,340.      728,340.      MT  (+/- 180 meters Scaled)
 GB0925
 GB0925                          SUPERSEDED SURVEY CONTROL
 GB0925
 GB0925  NGVD 29 (??/??/92)  393.393  (m)         1290.66   (f) ADJ UNCH    1 2
 GB0925
 GB0925.Superseded values are not recommended for survey control.
 GB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0925.See file dsdata.txt to determine how the superseded data were derived.
 GB0925
 GB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF180281(NAD 83)
 GB0925_MARKER: DB = BENCH MARK DISK
 GB0925_SETTING: 66 = SET IN ROCK OUTCROP
 GB0925_SP_SET: ROCK CUT
 GB0925_STAMPING: C 197 1950
 GB0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0925+STABILITY: POSITION/ELEVATION WELL
 GB0925
 GB0925  HISTORY     - Date     Condition        Report By
 GB0925  HISTORY     - 1950     MONUMENTED       CGS
 GB0925  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0925
 GB0925                          STATION DESCRIPTION
 GB0925
 GB0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0925'1.9 MI N FROM ROBBINS.
 GB0925'ABOUT 1.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0925'STATION AT ROBBINS, 425 FEET SOUTH AND ACROSS THE TRACK FROM
 GB0925'MILE POST 220, ABOUT 0.65 MILE NORTH OF THE NORTH END OF TUNNEL
 GB0925'NO. 15, ACROSS THE TRACKS FROM THE SOUTH END OF A SMALL BENCH
 GB0925'CUT ON WEST SIDE OF THE TRACK, 11 FEET EAST OF THE EAST RAIL
 GB0925'OF THE EAST TRACK, SET VERTICALLY ABOUT 4 FEET ABOVE THE BOTTOM
 GB0925'OF DITCH IN THE WEST FACE OF A TALL ROCK CUT, ABOUT 130 YARDS
 GB0925'SOUTH OF THE NORTH END OF THE ROCK CUT AND ABOUT 2 FEET ABOVE
 GB0925'THE TRACK.
 GB0925
 GB0925                          STATION RECOVERY (1968)
 GB0925
 GB0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0011 ***********************************************************************
 GB0011  DESIGNATION -  C 198
 GB0011  PID         -  GB0011
 GB0011  STATE/COUNTY-  TN/SCOTT
 GB0011  USGS QUAD   -  WINFIELD (1982)
 GB0011
 GB0011                         *CURRENT SURVEY CONTROL
 GB0011  ___________________________________________________________________
 GB0011* NAD 83(1986)-  36 33 21.     (N)    084 27 07.     (W)     SCALED    
 GB0011* NAVD 88     -       403.330  (meters)    1323.26   (feet)  ADJUSTED  
 GB0011  ___________________________________________________________________
 GB0011  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0011  DYNAMIC HT  -         402.992 (meters)    1322.15  (feet)  COMP
 GB0011  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GB0011
 GB0011  VERT ORDER  -  FIRST     CLASS I
 GB0011
 GB0011.The horizontal coordinates were scaled from a topographic map and have
 GB0011.an estimated accuracy of +/- 6 seconds.
 GB0011
 GB0011.The orthometric height was determined by differential leveling
 GB0011.and adjusted by the National Geodetic Survey in June 1991..
 GB0011
 GB0011.The geoid height was determined by GEOID03.
 GB0011
 GB0011.The dynamic height is computed by dividing the NAVD 88
 GB0011.geopotential number by the normal gravity value computed on the
 GB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0011.degrees latitude (g = 980.6199 gals.).
 GB0011
 GB0011.The modeled gravity was interpolated from observed gravity values.
 GB0011
 GB0011;                    North         East    Units  Estimated Accuracy
 GB0011;SPC TN       -   247,690.      738,590.      MT  (+/- 180 meters Scaled)
 GB0011
 GB0011                          SUPERSEDED SURVEY CONTROL
 GB0011
 GB0011  NGVD 29 (??/??/92)  403.459  (m)         1323.68   (f) ADJ UNCH    1 1
 GB0011
 GB0011.Superseded values are not recommended for survey control.
 GB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0011.See file dsdata.txt to determine how the superseded data were derived.
 GB0011
 GB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF280486(NAD 83)
 GB0011_MARKER: DB = BENCH MARK DISK
 GB0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0011_STAMPING: C 198 1950
 GB0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0011+STABILITY: SURFACE MOTION
 GB0011
 GB0011  HISTORY     - Date     Condition        Report By
 GB0011  HISTORY     - 1950     MONUMENTED       CGS
 GB0011  HISTORY     - 1968     GOOD             NGS
 GB0011
 GB0011                          STATION DESCRIPTION
 GB0011
 GB0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0011'0.1 MI S FROM WINFIELD.
 GB0011'ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0011'OFFICE AT WINFIELD, 20 YARDS NORTHEAST OF THE NORTHEAST CORNER
 GB0011'OF A SMALL LAKE, 30 FEET WEST OF THE WEST RAIL, 110 FEET SOUTHEAST
 GB0011'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 17 FEET EAST OF THE
 GB0011'CENTERLINE OF A PRIVATE ROAD, 1.0 FOOT NORTH OF A METAL WITNESS
 GB0011'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN
 GB0011'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0836 ***********************************************************************
 FC0836  DESIGNATION -  C 2
 FC0836  PID         -  FC0836
 FC0836  STATE/COUNTY-  TN/ROANE
 FC0836  USGS QUAD   -  HARRIMAN (1980)
 FC0836
 FC0836                         *CURRENT SURVEY CONTROL
 FC0836  ___________________________________________________________________
 FC0836* NAD 83(1986)-  35 56 03.     (N)    084 33 05.     (W)     SCALED    
 FC0836* NAVD 88     -       241.425  (meters)     792.08   (feet)  ADJUSTED  
 FC0836  ___________________________________________________________________
 FC0836  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0836  DYNAMIC HT  -         241.204 (meters)     791.35  (feet)  COMP
 FC0836  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FC0836
 FC0836  VERT ORDER  -  FIRST     CLASS I
 FC0836
 FC0836.The horizontal coordinates were scaled from a topographic map and have
 FC0836.an estimated accuracy of +/- 6 seconds.
 FC0836
 FC0836.The orthometric height was determined by differential leveling
 FC0836.and adjusted by the National Geodetic Survey in June 1991..
 FC0836.WARNING-Repeat measurements at this control monument indicate possible
 FC0836.vertical movement.
 FC0836
 FC0836.The geoid height was determined by GEOID03.
 FC0836
 FC0836.The dynamic height is computed by dividing the NAVD 88
 FC0836.geopotential number by the normal gravity value computed on the
 FC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0836.degrees latitude (g = 980.6199 gals.).
 FC0836
 FC0836.The modeled gravity was interpolated from observed gravity values.
 FC0836
 FC0836;                    North         East    Units  Estimated Accuracy
 FC0836;SPC TN       -   178,580.      730,710.      MT  (+/- 180 meters Scaled)
 FC0836
 FC0836                          SUPERSEDED SURVEY CONTROL
 FC0836
 FC0836  NGVD 29 (??/??/92)  241.540  (m)          792.45   (f) ADJ UNCH    1 1
 FC0836
 FC0836.Superseded values are not recommended for survey control.
 FC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0836.See file dsdata.txt to determine how the superseded data were derived.
 FC0836
 FC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE208794(NAD 83)
 FC0836_MARKER: B = BOLT
 FC0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0836_SP_SET: BUILDING
 FC0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0836
 FC0836  HISTORY     - Date     Condition        Report By
 FC0836  HISTORY     - UNK      MONUMENTED       CGS
 FC0836  HISTORY     - 1968     GOOD             NGS
 FC0836  HISTORY     - 1972     GOOD             TVA
 FC0836
 FC0836                          STATION DESCRIPTION
 FC0836
 FC0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0836'0.2 MI SW FROM HARRIMAN.
 FC0836'ABOUT 0.15 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0836'AT HARRIMAN, AT THE SOUTHEAST CORNER OF A BRICK AND STONE BUILDING
 FC0836'WHICH WAS FORMERLY THE CITY HALL, A BRASS BOLT SET VERTICALLY IN
 FC0836'THE NORTH FACE OF THE BRICK WALL OF THE BUILDING AND SURROUNDED BY
 FC0836'THE LETTERS USC AND GS CHISELED IN THE BRICK, 79 1/2 FEET
 FC0836'SOUTHEAST OF THE SOUTHEAST CURB OF ROANE STREET, 41 FEET SOUTHWEST
 FC0836'OF THE SOUTHWEST CURB OF WALDEN STREET, 20 1/2 FEET NORTHWEST
 FC0836'OF THE NORTHWEST EDGE OF A CONCRETE DRIVEWAY FOR THE FIRE STATION,
 FC0836'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 FC0836
 FC0836                          STATION RECOVERY (1972)
 FC0836
 FC0836'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0766 ***********************************************************************
 FE0766  DESIGNATION -  C 20
 FE0766  PID         -  FE0766
 FE0766  STATE/COUNTY-  TN/MADISON
 FE0766  USGS QUAD   -  BEECH BLUFF (1981)
 FE0766
 FE0766                         *CURRENT SURVEY CONTROL
 FE0766  ___________________________________________________________________
 FE0766* NAD 83(1986)-  35 35 45.     (N)    088 37 58.     (W)     SCALED    
 FE0766* NAVD 88     -       118.943  (meters)     390.23   (feet)  ADJUSTED  
 FE0766  ___________________________________________________________________
 FE0766  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0766  DYNAMIC HT  -         118.836 (meters)     389.88  (feet)  COMP
 FE0766  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FE0766
 FE0766  VERT ORDER  -  SECOND    CLASS 0
 FE0766
 FE0766.The horizontal coordinates were scaled from a topographic map and have
 FE0766.an estimated accuracy of +/- 6 seconds.
 FE0766
 FE0766.The orthometric height was determined by differential leveling
 FE0766.and adjusted by the National Geodetic Survey in June 1991..
 FE0766
 FE0766.The geoid height was determined by GEOID03.
 FE0766
 FE0766.The dynamic height is computed by dividing the NAVD 88
 FE0766.geopotential number by the normal gravity value computed on the
 FE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0766.degrees latitude (g = 980.6199 gals.).
 FE0766
 FE0766.The modeled gravity was interpolated from observed gravity values.
 FE0766
 FE0766;                    North         East    Units  Estimated Accuracy
 FE0766;SPC TN       -   143,280.      361,450.      MT  (+/- 180 meters Scaled)
 FE0766
 FE0766                          SUPERSEDED SURVEY CONTROL
 FE0766
 FE0766  NGVD 29 (??/??/??)  118.971  (m)          390.32   (f) ADJUSTED    2 0
 FE0766
 FE0766.Superseded values are not recommended for survey control.
 FE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0766.See file dsdata.txt to determine how the superseded data were derived.
 FE0766
 FE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE520403(NAD 83)
 FE0766_MARKER: DB = BENCH MARK DISK
 FE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0766_STAMPING: 390.429 C 20 1934
 FE0766_MARK LOGO: CGS   
 FE0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0766+STABILITY: SURFACE MOTION
 FE0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0766+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0766
 FE0766  HISTORY     - Date     Condition        Report By
 FE0766  HISTORY     - 1934     MONUMENTED       CGS
 FE0766  HISTORY     - 1935     GOOD             CGS
 FE0766  HISTORY     - 20020912 GOOD             USACE
 FE0766
 FE0766                          STATION DESCRIPTION
 FE0766
 FE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0766'AT BEECH BLUFF.
 FE0766'AT BEECH BLUFF, MADISON COUNTY, ON THE NASVHILLE, CHATTANOOGA
 FE0766'AND ST. LOUIS RAILWAY, 65 FEET SOUTH AND 90 FEET EAST OF THE
 FE0766'SOUTHEAST CORNER OF THE STATION, HALFWAY BETWEEN POLES 133+19 AND
 FE0766'133+20, 45 FEET SOUTH OF THE TRACK, AND JUST OUTSIDE OF A YARD
 FE0766'FENCE.  A STANDARD DISK, STAMPED 390.429 C 20 1934 AND SET IN
 FE0766'THE TOP OF A CONCRETE POST.
 FE0766
 FE0766                          STATION RECOVERY (2002)
 FE0766
 FE0766'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0766'THE STATION IS LOCATED IN BEECH BLUFF, TENNESSEE APRROXIMATELY 300 FT
 FE0766'(91.4 M) SOUTH OF AND ACROSS 3 ROADS FROM THE BEECH BLUFF BAPTIST
 FE0766'CHURCH, AT THE INTERSECTION OF BEECH BLUFF ROAD AND SHIRLEY W MAY
 FE0766'DRIVE LOCATED 42.8 FT (13.0 M) FROM THE CENTER PIPE OF AN OLD
 FE0766'FOUNTAIN, 11.0 FT (3.4 M) E OF THE E EDGE OF A CONCRETE DRIVEWAY
 FE0766'LEADING S TO A YELLOW BRICKHOUSE, 15.0 FT (4.6 M) S OF THE CENTERLINE
 FE0766'OF SHIRLEY W MAG DRIVE, AND 10.0 FT (3.0 M) W OF THE W FACE OF A 30
 FE0766'INCH CATALPA TREE.  MONUMENT IS FLUSH WITH GROUND.  DESCRIBED BY MIKE
 FE0766'HAMNA OF MEM COE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0149 ***********************************************************************
 GB0149  DESIGNATION -  C 201
 GB0149  PID         -  GB0149
 GB0149  STATE/COUNTY-  TN/SCOTT
 GB0149  USGS QUAD   -  WINFIELD (1982)
 GB0149
 GB0149                         *CURRENT SURVEY CONTROL
 GB0149  ___________________________________________________________________
 GB0149* NAD 83(1986)-  36 35 09.     (N)    084 25 43.     (W)     SCALED    
 GB0149* NAVD 88     -       421.513  (meters)    1382.91   (feet)  ADJUSTED  
 GB0149  ___________________________________________________________________
 GB0149  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0149  DYNAMIC HT  -         421.162 (meters)    1381.76  (feet)  COMP
 GB0149  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GB0149
 GB0149  VERT ORDER  -  SECOND    CLASS 0
 GB0149
 GB0149.The horizontal coordinates were scaled from a topographic map and have
 GB0149.an estimated accuracy of +/- 6 seconds.
 GB0149
 GB0149.The orthometric height was determined by differential leveling
 GB0149.and adjusted by the National Geodetic Survey in June 1991..
 GB0149
 GB0149.The geoid height was determined by GEOID03.
 GB0149
 GB0149.The dynamic height is computed by dividing the NAVD 88
 GB0149.geopotential number by the normal gravity value computed on the
 GB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0149.degrees latitude (g = 980.6199 gals.).
 GB0149
 GB0149.The modeled gravity was interpolated from observed gravity values.
 GB0149
 GB0149;                    North         East    Units  Estimated Accuracy
 GB0149;SPC TN       -   251,050.      740,630.      MT  (+/- 180 meters Scaled)
 GB0149
 GB0149                          SUPERSEDED SURVEY CONTROL
 GB0149
 GB0149  NGVD 29 (??/??/92)  421.646  (m)         1383.35   (f) ADJ UNCH    2 0
 GB0149
 GB0149.Superseded values are not recommended for survey control.
 GB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0149.See file dsdata.txt to determine how the superseded data were derived.
 GB0149
 GB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF300520(NAD 83)
 GB0149_MARKER: DB = BENCH MARK DISK
 GB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0149_STAMPING: C 201 1951 1383.350
 GB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0149+STABILITY: SURFACE MOTION
 GB0149
 GB0149  HISTORY     - Date     Condition        Report By
 GB0149  HISTORY     - 1951     MONUMENTED       CGS
 GB0149  HISTORY     - 1957     GOOD             NGS
 GB0149
 GB0149                          STATION DESCRIPTION
 GB0149
 GB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0149'1 MI E FROM ISHAM.
 GB0149'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE
 GB0149'TENNESSEE-KENTUCKY STATE LINE, THENCE ABOUT 0.7 MILE EAST ALONG
 GB0149'A DIRT ROAD, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A ROAD
 GB0149'NORTH, ABOUT 0.85 MILE WEST OF A T ROAD JUNCTION, ON THE OUTSIDE
 GB0149'OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST AND
 GB0149'AT THE JUNCTION OF A WOODS TRAIL LEADING SOUTH, ABOUT 25 YARDS
 GB0149'WEST OF THE CENTER LINE OF DIM TRAIL, 11 FEET SOUTH OF A 12-INCH
 GB0149'BLACK OAK TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GB0149'ABOUT 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB0149'POST PROJECTING 5 INCHES.
 GB0149
 GB0149                          STATION RECOVERY (1957)
 GB0149
 GB0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0143 ***********************************************************************
 GB0143  DESIGNATION -  C 202
 GB0143  PID         -  GB0143
 GB0143  STATE/COUNTY-  TN/CAMPBELL
 GB0143  USGS QUAD   -  JELLICO WEST (1979)
 GB0143
 GB0143                         *CURRENT SURVEY CONTROL
 GB0143  ___________________________________________________________________
 GB0143* NAD 83(1986)-  36 33 14.     (N)    084 10 00.     (W)     SCALED    
 GB0143* NAVD 88     -       297.652  (meters)     976.55   (feet)  ADJUSTED  
 GB0143  ___________________________________________________________________
 GB0143  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0143  DYNAMIC HT  -         297.391 (meters)     975.69  (feet)  COMP
 GB0143  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GB0143
 GB0143  VERT ORDER  -  SECOND    CLASS 0
 GB0143
 GB0143.The horizontal coordinates were scaled from a topographic map and have
 GB0143.an estimated accuracy of +/- 6 seconds.
 GB0143
 GB0143.The orthometric height was determined by differential leveling
 GB0143.and adjusted by the National Geodetic Survey in June 1991..
 GB0143
 GB0143.The geoid height was determined by GEOID03.
 GB0143
 GB0143.The dynamic height is computed by dividing the NAVD 88
 GB0143.geopotential number by the normal gravity value computed on the
 GB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0143.degrees latitude (g = 980.6199 gals.).
 GB0143
 GB0143.The modeled gravity was interpolated from observed gravity values.
 GB0143
 GB0143;                    North         East    Units  Estimated Accuracy
 GB0143;SPC TN       -   247,910.      764,130.      MT  (+/- 180 meters Scaled)
 GB0143
 GB0143                          SUPERSEDED SURVEY CONTROL
 GB0143
 GB0143  NGVD 29 (??/??/92)  297.791  (m)          977.00   (f) ADJ UNCH    2 0
 GB0143
 GB0143.Superseded values are not recommended for survey control.
 GB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0143.See file dsdata.txt to determine how the superseded data were derived.
 GB0143
 GB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF535491(NAD 83)
 GB0143_MARKER: DB = BENCH MARK DISK
 GB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0143_STAMPING: C 202 1951 977.003
 GB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0143+STABILITY: SURFACE MOTION
 GB0143
 GB0143  HISTORY     - Date     Condition        Report By
 GB0143  HISTORY     - 1951     MONUMENTED       CGS
 GB0143  HISTORY     - 1957     GOOD             NGS
 GB0143
 GB0143                          STATION DESCRIPTION
 GB0143
 GB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0143'AT NEWCOMB.
 GB0143'AT NEWCOMB, ALONG THE SOUTHERN RAILWAY, ABOUT 0.15 MILE SOUTHWEST
 GB0143'OF MILE POST 62, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GB0143'MAIN TRACK, 149 1/2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 GB0143'STATION, 1 1/2 FEET EAST OF THE NORTH CORNER OF A FENCE AROUND
 GB0143'A HOUSE WITH IMITATION BRICK SIDING, 19 FEET NORTH OF THE NORTH
 GB0143'CORNER OF THE HOUSE, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 GB0143'POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GB0143'CONCRETE POST PROJECTING 6 INCHES.
 GB0143
 GB0143                          STATION RECOVERY (1957)
 GB0143
 GB0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1371 ***********************************************************************
 GB1371  DESIGNATION -  C 203
 GB1371  PID         -  GB1371
 GB1371  STATE/COUNTY-  TN/FENTRESS
 GB1371  USGS QUAD   -  MOODYVILLE (1962)
 GB1371
 GB1371                         *CURRENT SURVEY CONTROL
 GB1371  ___________________________________________________________________
 GB1371* NAD 83(1986)-  36 33 51.     (N)    085 00 41.     (W)     SCALED    
 GB1371* NAVD 88     -       263.972  (meters)     866.05   (feet)  ADJUSTED  
 GB1371  ___________________________________________________________________
 GB1371  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB1371  DYNAMIC HT  -         263.745 (meters)     865.30  (feet)  COMP
 GB1371  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GB1371
 GB1371  VERT ORDER  -  SECOND    CLASS 0
 GB1371
 GB1371.The horizontal coordinates were scaled from a topographic map and have
 GB1371.an estimated accuracy of +/- 6 seconds.
 GB1371
 GB1371.The orthometric height was determined by differential leveling
 GB1371.and adjusted by the National Geodetic Survey in June 1991..
 GB1371
 GB1371.The geoid height was determined by GEOID03.
 GB1371
 GB1371.The dynamic height is computed by dividing the NAVD 88
 GB1371.geopotential number by the normal gravity value computed on the
 GB1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1371.degrees latitude (g = 980.6199 gals.).
 GB1371
 GB1371.The modeled gravity was interpolated from observed gravity values.
 GB1371
 GB1371;                    North         East    Units  Estimated Accuracy
 GB1371;SPC TN       -   247,960.      688,500.      MT  (+/- 180 meters Scaled)
 GB1371
 GB1371                          SUPERSEDED SURVEY CONTROL
 GB1371
 GB1371  NGVD 29 (??/??/92)  264.099  (m)          866.46   (f) ADJ UNCH    2 0
 GB1371
 GB1371.Superseded values are not recommended for survey control.
 GB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1371.See file dsdata.txt to determine how the superseded data were derived.
 GB1371
 GB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF779483(NAD 83)
 GB1371_MARKER: DB = BENCH MARK DISK
 GB1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1371_SP_SET: STEP
 GB1371_STAMPING: C 203 1951 866.465
 GB1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1371
 GB1371  HISTORY     - Date     Condition        Report By
 GB1371  HISTORY     - 1951     MONUMENTED       CGS
 GB1371  HISTORY     - 1958     GOOD             NGS
 GB1371
 GB1371                          STATION DESCRIPTION
 GB1371
 GB1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1371'AT FORBUS.
 GB1371'AT FORBUS, ALONG STATE HIGHWAY 28, AT THE POST OFFICE, ABOUT
 GB1371'0.25 MILE EAST OF FENTRESS-PICKETT COUNTY LINE, IN THE TOP OF THE
 GB1371'FIRST STEP BELOW TOP OF NORTHEAST WING WALL OF NORTHWEST ABUTMENT
 GB1371'OF BRIDGE OVER CANEY CREEK, 15 FEET NORTHEAST OF CENTER LINE OF
 GB1371'HIGHWAY, 77 FEET SOUTH OF SOUTH CORNER OF POST OFFICE AND ABOUT
 GB1371'1 FOOT BELOW HIGHWAY.
 GB1371
 GB1371                          STATION RECOVERY (1958)
 GB1371
 GB1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1563 ***********************************************************************
 GB1563  DESIGNATION -  C 204
 GB1563  PID         -  GB1563
 GB1563  STATE/COUNTY-  TN/CLAY
 GB1563  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1563
 GB1563                         *CURRENT SURVEY CONTROL
 GB1563  ___________________________________________________________________
 GB1563* NAD 83(1995)-  36 36 16.45359(N)    085 25 34.95806(W)     ADJUSTED  
 GB1563* NAVD 88     -       324.266  (meters)    1063.86   (feet)  ADJUSTED  
 GB1563  ___________________________________________________________________
 GB1563  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GB1563  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB1563  DYNAMIC HT  -         323.987 (meters)    1062.95  (feet)  COMP
 GB1563  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GB1563
 GB1563  HORZ ORDER  -  SECOND
 GB1563  VERT ORDER  -  SECOND    CLASS 0
 GB1563
 GB1563.The horizontal coordinates were established by classical geodetic methods
 GB1563.and adjusted by the National Geodetic Survey in April 1999..
 GB1563
 GB1563.The orthometric height was determined by differential leveling
 GB1563.and adjusted by the National Geodetic Survey in June 1991..
 GB1563.WARNING-Repeat measurements at this control monument indicate possible
 GB1563.vertical movement.
 GB1563
 GB1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1563
 GB1563.The geoid height was determined by GEOID03.
 GB1563
 GB1563.The dynamic height is computed by dividing the NAVD 88
 GB1563.geopotential number by the normal gravity value computed on the
 GB1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1563.degrees latitude (g = 980.6199 gals.).
 GB1563
 GB1563.The modeled gravity was interpolated from observed gravity values.
 GB1563
 GB1563;                    North         East     Units Scale Factor Converg.
 GB1563;SPC TN       -   252,150.866   651,323.999   MT  1.00003873   +0 20 09.0
 GB1563;SPC TN       -   827,264.97  2,136,885.49   sFT  1.00003873   +0 20 09.0
 GB1563;SPC KY1Z     - 1,030,154.929 1,528,958.938   MT  1.00014890   +0 11 55.3
 GB1563;SPC KY1Z     - 3,379,766.63  5,016,259.45   sFT  1.00014890   +0 11 55.3
 GB1563;SPC KY S     -   530,149.944   528,955.377   MT  1.00002587   +0 11 46.6
 GB1563;SPC KY S     - 1,739,333.61  1,735,414.43   sFT  1.00002587   +0 11 46.6
 GB1563;UTM  16      - 4,052,160.178   640,741.630   MT  0.99984404   +0 56 18.6
 GB1563
 GB1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1563!SPC TN       -   0.99995391  x   1.00003873  =   0.99999264
 GB1563!SPC KY1Z     -   0.99995391  x   1.00014890  =   1.00010280
 GB1563!SPC KY S     -   0.99995391  x   1.00002587  =   0.99997978
 GB1563!UTM  16      -   0.99995391  x   0.99984404  =   0.99979796
 GB1563
 GB1563                          SUPERSEDED SURVEY CONTROL
 GB1563
 GB1563  NAD 83(1995)-  36 36 16.45390(N)    085 25 34.95836(W) AD(       ) 2
 GB1563  NAD 83(1995)-  36 36 16.46370(N)    085 25 34.96315(W) AD(       ) 2
 GB1563  NAD 83(1986)-  36 36 16.46427(N)    085 25 34.96311(W) AD(       ) 2
 GB1563  NAD 27      -  36 36 16.23965(N)    085 25 35.08618(W) AD(       ) 2
 GB1563  NGVD 29 (??/??/92)  324.376  (m)         1064.22   (f) ADJ UNCH    2 0
 GB1563
 GB1563.Superseded values are not recommended for survey control.
 GB1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1563.See file dsdata.txt to determine how the superseded data were derived.
 GB1563
 GB1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4074252160(NAD 83)
 GB1563_MARKER: DB = BENCH MARK DISK
 GB1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1563_STAMPING: C 204 1951
 GB1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1563+STABILITY: SURFACE MOTION
 GB1563
 GB1563  HISTORY     - Date     Condition        Report By
 GB1563  HISTORY     - 1966     MONUMENTED       CGS
 GB1563  HISTORY     - 1966     GOOD             NGS
 GB1563
 GB1563                          STATION DESCRIPTION
 GB1563
 GB1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB1563'STATION IS LOCATED ABOUT 0.25 MILE SW ALONG STATE HIGHWAY 53 FROM THE
 GB1563'CROSS ROADS AT THOMPSONS STORE, ABOUT 0.8 MILE NE OF PLAINVIEW
 GB1563'SCHOOL, ABOUT 160 YARDS NE OF THE JUNCTION OF A GRAVEL ROAD LEADING
 GB1563'NORTH, 22-1/2 FEET NW OF CENTER LINE OF HIGHWAY, ABOUT 10 YARDS NE OF
 GB1563'THE TOP OF A GRADE, 8 FEET SW OF A 12-INCH OAK TREE, 2 FEET N OF A
 GB1563'WHITE WITNESS POST, ABOUT 1-1/2 FEET ABOVE HIGHWAY.  THE
 GB1563'MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED C 204 1951 SET
 GB1563'IN CONCRETE POST PROJECTING 3 INCHES.
 GB1563
 GB1563                          STATION RECOVERY (1966)
 GB1563
 GB1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1563'0.2 MI SW FROM THOMPSONS STORE.
 GB1563'ABOUT 0.25 MILE SOUTHWEST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1563'AT THOMPSONS STORE, ABOUT 0.8 MILE NORTHEAST OF THE PLAINVIEW
 GB1563'SCHOOL, 47 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB1563'DRIVEWAY, 33 FEET EAST OF POWERLINE POLE NO. 41, 24 FEET NORTHWEST
 GB1563'OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 0.9 OF A FOOT
 GB1563'SOUTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 1.5 FEET ABOVE THE
 GB1563'LEVEL OF THE ROAD.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GB1563'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 GB1563'OF THE GROUND AND THE DISK IS STAMPED C 204 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0143 ***********************************************************************
 FE0143  DESIGNATION -  C 21
 FE0143  PID         -  FE0143
 FE0143  STATE/COUNTY-  TN/DECATUR
 FE0143  USGS QUAD   -  JEANNETTE (1986)
 FE0143
 FE0143                         *CURRENT SURVEY CONTROL
 FE0143  ___________________________________________________________________
 FE0143* NAD 83(1986)-  35 38 17.     (N)    088 07 22.     (W)     SCALED    
 FE0143* NAVD 88     -       157.493  (meters)     516.71   (feet)  POSTED    
 FE0143  ___________________________________________________________________
 FE0143  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0143  DYNAMIC HT  -         157.350 (meters)     516.24  (feet)  COMP
 FE0143  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0143
 FE0143  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FE0143
 FE0143.The horizontal coordinates were scaled from a topographic map and have
 FE0143.an estimated accuracy of +/- 6 seconds.
 FE0143
 FE0143.The orthometric height was determined by differential leveling
 FE0143.and adjusted by the National Geodetic Survey in 1992..
 FE0143.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FE0143.rate of 1.1 thru 2.0 mm/km.
 FE0143
 FE0143.The geoid height was determined by GEOID03.
 FE0143
 FE0143.The dynamic height is computed by dividing the NAVD 88
 FE0143.geopotential number by the normal gravity value computed on the
 FE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0143.degrees latitude (g = 980.6199 gals.).
 FE0143
 FE0143.The modeled gravity was interpolated from observed gravity values.
 FE0143
 FE0143;                    North         East    Units  Estimated Accuracy
 FE0143;SPC TN       -   146,840.      407,760.      MT  (+/- 180 meters Scaled)
 FE0143
 FE0143                          SUPERSEDED SURVEY CONTROL
 FE0143
 FE0143  NGVD 29 (??/??/??)  157.506  (m)          516.75   (f) ADJUSTED    2 0
 FE0143
 FE0143.Superseded values are not recommended for survey control.
 FE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0143.See file dsdata.txt to determine how the superseded data were derived.
 FE0143
 FE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE983443(NAD 83)
 FE0143_MARKER: DB = BENCH MARK DISK
 FE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0143_STAMPING: 516.810 C 21 1934
 FE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0143+STABILITY: SURFACE MOTION
 FE0143
 FE0143  HISTORY     - Date     Condition        Report By
 FE0143  HISTORY     - 1934     MONUMENTED       CGS
 FE0143  HISTORY     - 1935     GOOD             CGS
 FE0143  HISTORY     - 1971     MARK NOT FOUND   TVA
 FE0143
 FE0143                          STATION DESCRIPTION
 FE0143
 FE0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0143'AT PARSONS.
 FE0143'AT PARSONS, DECATUR COUNTY, ON STATE HIGHWAY 69, AT THE SOUTH CITY
 FE0143'LIMITS, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 FE0143'FEET SOUTH OF A SMALL DITCH.  A STANDARD DISK, STAMPED 516.810
 FE0143'C 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0143
 FE0143                          STATION RECOVERY (1971)
 FE0143
 FE0143'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1292 ***********************************************************************
 FE1292  DESIGNATION -  C 213
 FE1292  PID         -  FE1292
 FE1292  STATE/COUNTY-  TN/FAYETTE
 FE1292  USGS QUAD   -  ARLINGTON (1973)
 FE1292
 FE1292                         *CURRENT SURVEY CONTROL
 FE1292  ___________________________________________________________________
 FE1292* NAD 83(1986)-  35 17 46.     (N)    089 38 58.     (W)     SCALED    
 FE1292* NAVD 88     -        87.965  (meters)     288.60   (feet)  ADJUSTED  
 FE1292  ___________________________________________________________________
 FE1292  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1292  DYNAMIC HT  -          87.886 (meters)     288.34  (feet)  COMP
 FE1292  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE1292
 FE1292  VERT ORDER  -  SECOND    CLASS 0
 FE1292
 FE1292.The horizontal coordinates were scaled from a topographic map and have
 FE1292.an estimated accuracy of +/- 6 seconds.
 FE1292
 FE1292.The orthometric height was determined by differential leveling
 FE1292.and adjusted by the National Geodetic Survey in June 1991..
 FE1292
 FE1292.The geoid height was determined by GEOID03.
 FE1292
 FE1292.The dynamic height is computed by dividing the NAVD 88
 FE1292.geopotential number by the normal gravity value computed on the
 FE1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1292.degrees latitude (g = 980.6199 gals.).
 FE1292
 FE1292.The modeled gravity was interpolated from observed gravity values.
 FE1292
 FE1292;                    North         East    Units  Estimated Accuracy
 FE1292;SPC TN       -   113,010.      268,130.      MT  (+/- 180 meters Scaled)
 FE1292
 FE1292                          SUPERSEDED SURVEY CONTROL
 FE1292
 FE1292  NGVD 29 (??/??/??)   87.956  (m)          288.57   (f) ADJUSTED    2 0
 FE1292
 FE1292.Superseded values are not recommended for survey control.
 FE1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1292.See file dsdata.txt to determine how the superseded data were derived.
 FE1292
 FE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE590091(NAD 83)
 FE1292_MARKER: DB = BENCH MARK DISK
 FE1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1292_SP_SET: BRIDGE ABUTMENT
 FE1292_STAMPING: C 213 1959
 FE1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1292
 FE1292  HISTORY     - Date     Condition        Report By
 FE1292  HISTORY     - 1959     MONUMENTED       CGS
 FE1292  HISTORY     - 20021002 POOR             USACE
 FE1292
 FE1292                          STATION DESCRIPTION
 FE1292
 FE1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1292'3.6 MI SW FROM GALLAWAY.
 FE1292'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1292'CROSSING AT GALLAWAY, THENCE 1.7 MILES WEST ALONG A PAVED ROAD,
 FE1292'90.0 FT. EAST-SOUTHEAST OF A TELEPHONE POLE, 57.0 FT. EAST OF A
 FE1292'DRIVEWAY TO A CORRAL, 26.0 FT. WEST OF A DRIVEWAY TO A COTTON
 FE1292'FIELD, 12.0 FT. NORTH OF THE CENTER LINE OF A PAVED ROAD,
 FE1292'A C AND GS DISK SET IN THE EAST END OF THE NORTH SIDE OF A
 FE1292'CONCRETE BRIDGE ABUTMENT, ABOUT 1.0 FT. ABOVE THE LEVEL OF
 FE1292'THE ROAD.
 FE1292
 FE1292                          STATION RECOVERY (2002)
 FE1292
 FE1292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1292'MARK DESTROYED. BRIDGE REPLACED WITH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0840 ***********************************************************************
 FE0840  DESIGNATION -  C 214
 FE0840  PID         -  FE0840
 FE0840  STATE/COUNTY-  TN/HAYWOOD
 FE0840  USGS QUAD   -  DENMARK (1981)
 FE0840
 FE0840                         *CURRENT SURVEY CONTROL
 FE0840  ___________________________________________________________________
 FE0840* NAD 83(1986)-  35 34 28.     (N)    089 07 11.     (W)     SCALED    
 FE0840* NAVD 88     -       131.701  (meters)     432.09   (feet)  ADJUSTED  
 FE0840  ___________________________________________________________________
 FE0840  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0840  DYNAMIC HT  -         131.584 (meters)     431.71  (feet)  COMP
 FE0840  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FE0840
 FE0840  VERT ORDER  -  SECOND    CLASS 0
 FE0840
 FE0840.The horizontal coordinates were scaled from a topographic map and have
 FE0840.an estimated accuracy of +/- 6 seconds.
 FE0840
 FE0840.The orthometric height was determined by differential leveling
 FE0840.and adjusted by the National Geodetic Survey in June 1991..
 FE0840
 FE0840.The geoid height was determined by GEOID03.
 FE0840
 FE0840.The dynamic height is computed by dividing the NAVD 88
 FE0840.geopotential number by the normal gravity value computed on the
 FE0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0840.degrees latitude (g = 980.6199 gals.).
 FE0840
 FE0840.The modeled gravity was interpolated from observed gravity values.
 FE0840
 FE0840;                    North         East    Units  Estimated Accuracy
 FE0840;SPC TN       -   142,210.      317,270.      MT  (+/- 180 meters Scaled)
 FE0840
 FE0840                          SUPERSEDED SURVEY CONTROL
 FE0840
 FE0840  NGVD 29 (??/??/??)  131.717  (m)          432.14   (f) ADJUSTED    2 0
 FE0840
 FE0840.Superseded values are not recommended for survey control.
 FE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0840.See file dsdata.txt to determine how the superseded data were derived.
 FE0840
 FE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE079388(NAD 83)
 FE0840_MARKER: DB = BENCH MARK DISK
 FE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0840_STAMPING: C 214 1959
 FE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0840+STABILITY: SURFACE MOTION
 FE0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0840+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0840
 FE0840  HISTORY     - Date     Condition        Report By
 FE0840  HISTORY     - 1959     MONUMENTED       CGS
 FE0840  HISTORY     - 20020907 GOOD             USACE
 FE0840
 FE0840                          STATION DESCRIPTION
 FE0840
 FE0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0840'14 MI SE FROM BROWNSVILLE.
 FE0840'0.6 MILE EAST OF HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0840'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0840'MILES EAST OF A PAVED ROAD, THENCE 0.65 MILE NORTH OF A PAVED
 FE0840'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0840'JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0840'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST
 FE0840'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE DIRT
 FE0840'ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH OF A GRAVELED ROAD,
 FE0840'THENCE 1.8 MILE EAST ON A GRAVELED ROAD, 43 FT. EAST OF THE
 FE0840'CENTER OF A T JUNCTION, 16 FT. NORTHEAST OF THE NORTHWEST FENCE
 FE0840'CORNER POST, 11 FT. NORTH OF A FENCE, 2 FT. NORTH OF A POWER
 FE0840'LINE POLE, 1.5 FT. SOUTH OF A WITNESS POST, A C AND GS DISK SET
 FE0840'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK IS 0.7
 FE0840'MILES SOUTH OF B.M. 39 RHP (U.S.G.S.).
 FE0840
 FE0840                          STATION RECOVERY (2002)
 FE0840
 FE0840'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0840'MONUMENT IS 0.2 MI S OF THE UNION MERCER RD OVERPASS AT I40, IN THE SW
 FE0840'CORNER OF THE PROPERTY AT 3564 UNION MERCER RD., 2 FT N OF A POWER
 FE0840'POLE WITH TRANSFORMER IN A FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1503 ***********************************************************************
 FE1503  DESIGNATION -  C 215
 FE1503  PID         -  FE1503
 FE1503  STATE/COUNTY-  TN/SHELBY
 FE1503  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1503
 FE1503                         *CURRENT SURVEY CONTROL
 FE1503  ___________________________________________________________________
 FE1503* NAD 83(1986)-  35 04 49.     (N)    089 58 18.     (W)     SCALED    
 FE1503* NAVD 88     -        78.111  (meters)     256.27   (feet)  ADJUSTED  
 FE1503  ___________________________________________________________________
 FE1503  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1503  DYNAMIC HT  -          78.039 (meters)     256.03  (feet)  COMP
 FE1503  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FE1503
 FE1503  VERT ORDER  -  SECOND    CLASS 0
 FE1503
 FE1503.The horizontal coordinates were scaled from a topographic map and have
 FE1503.an estimated accuracy of +/- 6 seconds.
 FE1503
 FE1503.The orthometric height was determined by differential leveling
 FE1503.and adjusted by the National Geodetic Survey in June 1991..
 FE1503
 FE1503.The geoid height was determined by GEOID03.
 FE1503
 FE1503.The dynamic height is computed by dividing the NAVD 88
 FE1503.geopotential number by the normal gravity value computed on the
 FE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1503.degrees latitude (g = 980.6199 gals.).
 FE1503
 FE1503.The modeled gravity was interpolated from observed gravity values.
 FE1503
 FE1503;                    North         East    Units  Estimated Accuracy
 FE1503;SPC TN       -    90,220.      237,880.      MT  (+/- 180 meters Scaled)
 FE1503
 FE1503                          SUPERSEDED SURVEY CONTROL
 FE1503
 FE1503  NGVD 29 (??/??/??)   78.080  (m)          256.17   (f) ADJUSTED    2 0
 FE1503
 FE1503.Superseded values are not recommended for survey control.
 FE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1503.See file dsdata.txt to determine how the superseded data were derived.
 FE1503
 FE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD290859(NAD 83)
 FE1503_MARKER: DB = BENCH MARK DISK
 FE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1503_STAMPING: C 215 1959
 FE1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1503+STABILITY: SURFACE MOTION
 FE1503
 FE1503  HISTORY     - Date     Condition        Report By
 FE1503  HISTORY     - 1959     MONUMENTED       CGS
 FE1503  HISTORY     - 1973     MARK NOT FOUND   NGS
 FE1503
 FE1503                          STATION DESCRIPTION
 FE1503
 FE1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1503'IN MEMPHIS.
 FE1503'THIS MARK IS SET AT THE INTERSECTION OF PENDELTON ST. AND
 FE1503'KETCHUM RD. 26 FT. SOUTH OF THE CENTER OF KETCHUM RD., 5.7 FT.
 FE1503'EAST-SOUTHEAST OF A CONCRETE STREET MARKER OF PENDELTON ST. AND
 FE1503'KETCHUM RD., 4.6 FT. SOUTHWEST OF A POWER LINE POLE, 1.9 FT. EAST
 FE1503'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 FE1503'PROJECTING 3 INCHES.  THIS MARK IS ABOUT 0.8 MILE WEST OF STATION
 FE1503'LAMAR 1959.
 FE1503
 FE1503                          STATION RECOVERY (1973)
 FE1503
 FE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FE1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0644 ***********************************************************************
 FE0644  DESIGNATION -  C 216
 FE0644  PID         -  FE0644
 FE0644  STATE/COUNTY-  TN/MADISON
 FE0644  USGS QUAD   -  CLAYBROOK (1980)
 FE0644
 FE0644                         *CURRENT SURVEY CONTROL
 FE0644  ___________________________________________________________________
 FE0644* NAD 83(1986)-  35 42 13.     (N)    088 40 24.     (W)     SCALED    
 FE0644* NAVD 88     -       168.591  (meters)     553.12   (feet)  ADJUSTED  
 FE0644  ___________________________________________________________________
 FE0644  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0644  DYNAMIC HT  -         168.441 (meters)     552.63  (feet)  COMP
 FE0644  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0644
 FE0644  VERT ORDER  -  SECOND    CLASS 0
 FE0644
 FE0644.The horizontal coordinates were scaled from a topographic map and have
 FE0644.an estimated accuracy of +/- 6 seconds.
 FE0644
 FE0644.The orthometric height was determined by differential leveling
 FE0644.and adjusted by the National Geodetic Survey in June 1991..
 FE0644
 FE0644.The geoid height was determined by GEOID03.
 FE0644
 FE0644.The dynamic height is computed by dividing the NAVD 88
 FE0644.geopotential number by the normal gravity value computed on the
 FE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0644.degrees latitude (g = 980.6199 gals.).
 FE0644
 FE0644.The modeled gravity was interpolated from observed gravity values.
 FE0644
 FE0644;                    North         East    Units  Estimated Accuracy
 FE0644;SPC TN       -   155,340.      358,110.      MT  (+/- 180 meters Scaled)
 FE0644
 FE0644                          SUPERSEDED SURVEY CONTROL
 FE0644
 FE0644  NGVD 29 (??/??/??)  168.624  (m)          553.23   (f) ADJUSTED    2 0
 FE0644
 FE0644.Superseded values are not recommended for survey control.
 FE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0644.See file dsdata.txt to determine how the superseded data were derived.
 FE0644
 FE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE486523(NAD 83)
 FE0644_MARKER: DB = BENCH MARK DISK
 FE0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0644_STAMPING: C 216 1959
 FE0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0644+STABILITY: SURFACE MOTION
 FE0644
 FE0644  HISTORY     - Date     Condition        Report By
 FE0644  HISTORY     - 1959     MONUMENTED       CGS
 FE0644  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0644
 FE0644                          STATION DESCRIPTION
 FE0644
 FE0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0644'18.2 MI NE FROM JACKSON.
 FE0644'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0644'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0644'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S. HIGHWAY
 FE0644'70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE 2.5
 FE0644'MILES NORTHEAST ALONG BROWNS CHURCH ROAD, THENCE .15 MILE NORTH
 FE0644'ACROSS COUNTRY.  IT IS 150 FEET SOUTHEAST OF APPROXIMATE CENTER
 FE0644'LINE OF INTERSTATE HIGHWAY 40, 14 FEET WEST OF A TRACK ROAD, 39.6
 FE0644'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD ABANDONED HOUSE.
 FE0644'THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH PROJECTS ABOUT
 FE0644'2 INCHES, AND 1.7 FEET SOUTH OF WITNESS SIGN.
 FE0644
 FE0644                          STATION RECOVERY (2002)
 FE0644
 FE0644'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0644'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0034 ***********************************************************************
 FE0034  DESIGNATION -  C 217
 FE0034  PID         -  FE0034
 FE0034  STATE/COUNTY-  TN/DECATUR
 FE0034  USGS QUAD   -  SUGAR TREE (1986)
 FE0034
 FE0034                         *CURRENT SURVEY CONTROL
 FE0034  ___________________________________________________________________
 FE0034* NAD 83(1986)-  35 49 52.     (N)    088 06 08.     (W)     SCALED    
 FE0034* NAVD 88     -       184.294  (meters)     604.64   (feet)  ADJUSTED  
 FE0034  ___________________________________________________________________
 FE0034  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0034  DYNAMIC HT  -         184.134 (meters)     604.11  (feet)  COMP
 FE0034  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 FE0034
 FE0034  VERT ORDER  -  SECOND    CLASS 0
 FE0034
 FE0034.The horizontal coordinates were scaled from a topographic map and have
 FE0034.an estimated accuracy of +/- 6 seconds.
 FE0034
 FE0034.The orthometric height was determined by differential leveling
 FE0034.and adjusted by the National Geodetic Survey in June 1991..
 FE0034
 FE0034.The geoid height was determined by GEOID03.
 FE0034
 FE0034.The dynamic height is computed by dividing the NAVD 88
 FE0034.geopotential number by the normal gravity value computed on the
 FE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0034.degrees latitude (g = 980.6199 gals.).
 FE0034
 FE0034.The modeled gravity was interpolated from observed gravity values.
 FE0034
 FE0034;                    North         East    Units  Estimated Accuracy
 FE0034;SPC TN       -   168,220.      410,080.      MT  (+/- 180 meters Scaled)
 FE0034
 FE0034                          SUPERSEDED SURVEY CONTROL
 FE0034
 FE0034  NGVD 29 (??/??/??)  184.315  (m)          604.71   (f) ADJUSTED    2 0
 FE0034
 FE0034.Superseded values are not recommended for survey control.
 FE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0034.See file dsdata.txt to determine how the superseded data were derived.
 FE0034
 FE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE004657(NAD 83)
 FE0034_MARKER: DB = BENCH MARK DISK
 FE0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0034_STAMPING: C 217 1959
 FE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0034+STABILITY: SURFACE MOTION
 FE0034
 FE0034  HISTORY     - Date     Condition        Report By
 FE0034  HISTORY     - 1959     MONUMENTED       CGS
 FE0034  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0034
 FE0034                          STATION DESCRIPTION
 FE0034
 FE0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0034'3.6 MI S FROM MC ILLWAIN.
 FE0034'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0034'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0034'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0034'69, THENCE 1.4 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION,
 FE0034'THENCE 0.6 MILE SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION,
 FE0034'THENCE 0.35 MILE SOUTH ON A GRAVELED ROAD TO A SIDE ROAD RIGHT,
 FE0034'THENCE 0.8 MILE WEST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FE0034'SOUTHWEST 0.3 MILE ON GRAVELED ROAD, ABOUT 170 FEET NORTH OF THE
 FE0034'CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 28 FEET WEST OF THE
 FE0034'CENTER OF GRAVELED ROAD, ABOUT 170 FEET NORTH OF A CURVE IN THE
 FE0034'ROAD.  THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH 3
 FE0034'INCHES ABOVE THE SURFACE OF THE GROUND, 1.8 FEET NORTH OF A
 FE0034'WITNESS SIGN AND IS ABOUT LEVEL WITH THE ROAD.
 FE0034
 FE0034                          STATION RECOVERY (1972)
 FE0034
 FE0034'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1136 ***********************************************************************
 FD1136  DESIGNATION -  C 218
 FD1136  PID         -  FD1136
 FD1136  STATE/COUNTY-  TN/HUMPHREYS
 FD1136  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1136
 FD1136                         *CURRENT SURVEY CONTROL
 FD1136  ___________________________________________________________________
 FD1136* NAD 83(1986)-  35 52 54.     (N)    087 47 07.     (W)     SCALED    
 FD1136* NAVD 88     -       155.984  (meters)     511.76   (feet)  ADJUSTED  
 FD1136  ___________________________________________________________________
 FD1136  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1136  DYNAMIC HT  -         155.850 (meters)     511.32  (feet)  COMP
 FD1136  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1136
 FD1136  VERT ORDER  -  SECOND    CLASS 0
 FD1136
 FD1136.The horizontal coordinates were scaled from a topographic map and have
 FD1136.an estimated accuracy of +/- 6 seconds.
 FD1136
 FD1136.The orthometric height was determined by differential leveling
 FD1136.and adjusted by the National Geodetic Survey in June 1991..
 FD1136
 FD1136.The geoid height was determined by GEOID03.
 FD1136
 FD1136.The dynamic height is computed by dividing the NAVD 88
 FD1136.geopotential number by the normal gravity value computed on the
 FD1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1136.degrees latitude (g = 980.6199 gals.).
 FD1136
 FD1136.The modeled gravity was interpolated from observed gravity values.
 FD1136
 FD1136;                    North         East    Units  Estimated Accuracy
 FD1136;SPC TN       -   173,260.      438,810.      MT  (+/- 180 meters Scaled)
 FD1136
 FD1136                          SUPERSEDED SURVEY CONTROL
 FD1136
 FD1136  NGVD 29 (??/??/92)  156.018  (m)          511.87   (f) ADJ UNCH    2 0
 FD1136
 FD1136.Superseded values are not recommended for survey control.
 FD1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1136.See file dsdata.txt to determine how the superseded data were derived.
 FD1136
 FD1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE291711(NAD 83)
 FD1136_MARKER: DB = BENCH MARK DISK
 FD1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1136_STAMPING: C 218 1959
 FD1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1136+STABILITY: SURFACE MOTION
 FD1136
 FD1136  HISTORY     - Date     Condition        Report By
 FD1136  HISTORY     - 1959     MONUMENTED       CGS
 FD1136  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1136  HISTORY     - 1973     GOOD             TVA
 FD1136
 FD1136                          STATION DESCRIPTION
 FD1136
 FD1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1136'1.2 MI E FROM BUFFALO.
 FD1136'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1136'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1136'GO EAST FOR 1.2 MILE ON AN ASPHALT AND GRAVELED ROAD, 22 FT.
 FD1136'SOUTH OF THE CENTER OF A GRAVELED ROAD, 8 FT. NORTH OF A 24-INCH
 FD1136'WHITE OAK TREE, 5 FT. SOUTH OF A DITCH BANK, 1.9 FT. SOUTH OF A
 FD1136'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD1136'INCHES AND ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE--
 FD1136'STATION IS 22.80 FT N 25 E FROM 14 IN RED OAK 14.00 FT N 20 W
 FD1136'FROM 14 IN RED OAK, AND 0.73 MI. E OF HWY 13 AND ABOUT 300.00
 FD1136'FT NORTH OF I-40.
 FD1136
 FD1136                          STATION RECOVERY (1973)
 FD1136
 FD1136'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1435 ***********************************************************************
 GC1435  DESIGNATION -  C 219
 GC1435  PID         -  GC1435
 GC1435  STATE/COUNTY-  TN/DICKSON
 GC1435  USGS QUAD   -  DICKSON (1986)
 GC1435
 GC1435                         *CURRENT SURVEY CONTROL
 GC1435  ___________________________________________________________________
 GC1435* NAD 83(1986)-  36 00 27.     (N)    087 24 30.     (W)     SCALED    
 GC1435* NAVD 88     -       249.760  (meters)     819.42   (feet)  ADJUSTED  
 GC1435  ___________________________________________________________________
 GC1435  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1435  DYNAMIC HT  -         249.541 (meters)     818.70  (feet)  COMP
 GC1435  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 GC1435
 GC1435  VERT ORDER  -  SECOND    CLASS 0
 GC1435
 GC1435.The horizontal coordinates were scaled from a topographic map and have
 GC1435.an estimated accuracy of +/- 6 seconds.
 GC1435
 GC1435.The orthometric height was determined by differential leveling
 GC1435.and adjusted by the National Geodetic Survey in June 1991..
 GC1435
 GC1435.The geoid height was determined by GEOID03.
 GC1435
 GC1435.The dynamic height is computed by dividing the NAVD 88
 GC1435.geopotential number by the normal gravity value computed on the
 GC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1435.degrees latitude (g = 980.6199 gals.).
 GC1435
 GC1435.The modeled gravity was interpolated from observed gravity values.
 GC1435
 GC1435;                    North         East    Units  Estimated Accuracy
 GC1435;SPC TN       -   186,660.      473,040.      MT  (+/- 180 meters Scaled)
 GC1435
 GC1435                          SUPERSEDED SURVEY CONTROL
 GC1435
 GC1435  NGVD 29 (??/??/92)  249.754  (m)          819.40   (f) ADJ UNCH    2 0
 GC1435
 GC1435.Superseded values are not recommended for survey control.
 GC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1435.See file dsdata.txt to determine how the superseded data were derived.
 GC1435
 GC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE632848(NAD 83)
 GC1435_MARKER: DB = BENCH MARK DISK
 GC1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1435_STAMPING: C 219 1959
 GC1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1435+STABILITY: SURFACE MOTION
 GC1435
 GC1435  HISTORY     - Date     Condition        Report By
 GC1435  HISTORY     - 1959     MONUMENTED       CGS
 GC1435
 GC1435                          STATION DESCRIPTION
 GC1435
 GC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1435'5.9 MI SE FROM OAK GROVE.
 GC1435'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 GC1435'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHWEST
 GC1435'ON A GRAVELED ROAD FOR 2.95 MILES, THENCE SOUTH ON A GRAVELED
 GC1435'ROAD FOR 0.4 MILES, THENCE EASTERLY ON A GRAVELED ROAD FOR
 GC1435'2.05 MILES, THENCE EAST ON A GRAVELED ROAD FOR 0.5 MILE, 95 FT.
 GC1435'NORTH OF THE CENTER OF THE GRAVELED ROAD, 36 FT. NORTHEAST OF A
 GC1435'POWER LINE POLE, AND 2 FT. NORTH OF A WITNESS POST, A DISK SET
 GC1435'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 10 FT.
 GC1435'ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS 0.5 MILE EAST OF THE
 GC1435'MT. SINAI TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0718 ***********************************************************************
 FD0718  DESIGNATION -  C 22
 FD0718  PID         -  FD0718
 FD0718  STATE/COUNTY-  TN/DICKSON
 FD0718  USGS QUAD   -  LYLES (1992)
 FD0718
 FD0718                         *CURRENT SURVEY CONTROL
 FD0718  ___________________________________________________________________
 FD0718* NAD 83(1986)-  35 59 40.     (N)    087 19 38.     (W)     SCALED    
 FD0718* NAVD 88     -       257.031  (meters)     843.28   (feet)  ADJUSTED  
 FD0718  ___________________________________________________________________
 FD0718  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0718  DYNAMIC HT  -         256.806 (meters)     842.54  (feet)  COMP
 FD0718  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 FD0718
 FD0718  VERT ORDER  -  SECOND    CLASS 0
 FD0718
 FD0718.The horizontal coordinates were scaled from a topographic map and have
 FD0718.an estimated accuracy of +/- 6 seconds.
 FD0718
 FD0718.The orthometric height was determined by differential leveling
 FD0718.and adjusted by the National Geodetic Survey in June 1991..
 FD0718
 FD0718.The geoid height was determined by GEOID03.
 FD0718
 FD0718.The dynamic height is computed by dividing the NAVD 88
 FD0718.geopotential number by the normal gravity value computed on the
 FD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0718.degrees latitude (g = 980.6199 gals.).
 FD0718
 FD0718.The modeled gravity was interpolated from observed gravity values.
 FD0718
 FD0718;                    North         East    Units  Estimated Accuracy
 FD0718;SPC TN       -   185,110.      480,330.      MT  (+/- 180 meters Scaled)
 FD0718
 FD0718                          SUPERSEDED SURVEY CONTROL
 FD0718
 FD0718  NGVD 29 (??/??/92)  257.016  (m)          843.23   (f) ADJ UNCH    2 0
 FD0718
 FD0718.Superseded values are not recommended for survey control.
 FD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0718.See file dsdata.txt to determine how the superseded data were derived.
 FD0718
 FD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE705833(NAD 83)
 FD0718_MARKER: DB = BENCH MARK DISK
 FD0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0718_STAMPING: C 22 1934
 FD0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0718+STABILITY: SURFACE MOTION
 FD0718
 FD0718  HISTORY     - Date     Condition        Report By
 FD0718  HISTORY     - 1934     MONUMENTED       CGS
 FD0718  HISTORY     - 1959     GOOD             NGS
 FD0718
 FD0718                          STATION DESCRIPTION
 FD0718
 FD0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0718'3.2 MI N FROM BON AQUA.
 FD0718'IN DICKSON COUNTY, 3.25 MILES NORTH ALONG THE NASHVILLE,
 FD0718'CHATTANOOGA AND ST. LOUIS RAILWAY FROM BON AQUA, HICKMAN COUNTY,
 FD0718'22 POLES SOUTH OF MILEPOST 7, 12 RAILS NORTH OF THE CROSSING
 FD0718'OF STATE HIGHWAY 46, ONE RAIL NORTH OF ANOTHER CROSSING, 20
 FD0718'FEET WEST OF THE CENTERLINE OF THE TRACK, 9 FEET NORTHWEST OF
 FD0718'A WHISTLE POST, AND 2 FEET NORTHEAST OF A POWER LINE POLE.
 FD0718'A STANDARD DISK, STAMPED C 22 1934 AND SET IN THE TOP OF A
 FD0718'CONCRETE POST.
 FD0718
 FD0718                          STATION RECOVERY (1959)
 FD0718
 FD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FD0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0573 ***********************************************************************
 GC0573  DESIGNATION -  C 220
 GC0573  PID         -  GC0573
 GC0573  STATE/COUNTY-  TN/DAVIDSON
 GC0573  USGS QUAD   -  BELLEVUE (1983)
 GC0573
 GC0573                         *CURRENT SURVEY CONTROL
 GC0573  ___________________________________________________________________
 GC0573* NAD 83(1986)-  36 06 58.     (N)    086 55 26.     (W)     SCALED    
 GC0573* NAVD 88     -       140.505  (meters)     460.97   (feet)  ADJUSTED  
 GC0573  ___________________________________________________________________
 GC0573  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0573  DYNAMIC HT  -         140.383 (meters)     460.57  (feet)  COMP
 GC0573  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC0573
 GC0573  VERT ORDER  -  SECOND    CLASS 0
 GC0573
 GC0573.The horizontal coordinates were scaled from a topographic map and have
 GC0573.an estimated accuracy of +/- 6 seconds.
 GC0573
 GC0573.The orthometric height was determined by differential leveling
 GC0573.and adjusted by the National Geodetic Survey in June 1991..
 GC0573
 GC0573.The geoid height was determined by GEOID03.
 GC0573
 GC0573.The dynamic height is computed by dividing the NAVD 88
 GC0573.geopotential number by the normal gravity value computed on the
 GC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0573.degrees latitude (g = 980.6199 gals.).
 GC0573
 GC0573.The modeled gravity was interpolated from observed gravity values.
 GC0573
 GC0573;                    North         East    Units  Estimated Accuracy
 GC0573;SPC TN       -   198,190.      516,830.      MT  (+/- 180 meters Scaled)
 GC0573
 GC0573                          SUPERSEDED SURVEY CONTROL
 GC0573
 GC0573  NGVD 29 (??/??/92)  140.526  (m)          461.04   (f) ADJ UNCH    2 0
 GC0573
 GC0573.Superseded values are not recommended for survey control.
 GC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0573.See file dsdata.txt to determine how the superseded data were derived.
 GC0573
 GC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE068968(NAD 83)
 GC0573_MARKER: DB = BENCH MARK DISK
 GC0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0573_SP_SET: BRIDGE
 GC0573_STAMPING: C 220 1959
 GC0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0573
 GC0573  HISTORY     - Date     Condition        Report By
 GC0573  HISTORY     - 1959     MONUMENTED       CGS
 GC0573
 GC0573                          STATION DESCRIPTION
 GC0573
 GC0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0573'5.4 MI SW FROM NASHVILLE.
 GC0573'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0573'NASHVILLE, GO 5.35 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0573'HIGHWAY 70 N) TO A CONCRETE BRIDGE OVER A CREEK, 59 FT. WEST
 GC0573'OF THE SOUTHWEST CORNER OF WILLSVIEW MARKET, 26 FT. NORTHEAST
 GC0573'OF A TELEPHONE POLE, AND 22 FT. SOUTH OF THE CENTER OF U.S.
 GC0573'HIGHWAY 70 N, A DISK DRILLED IN THE SOUTHWEST ABUTMENT OF THE
 GC0573'BRIDGE AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0539 ***********************************************************************
 GC0539  DESIGNATION -  C 221
 GC0539  PID         -  GC0539
 GC0539  STATE/COUNTY-  TN/ROBERTSON
 GC0539  USGS QUAD   -  WHITE HOUSE (1981)
 GC0539
 GC0539                         *CURRENT SURVEY CONTROL
 GC0539  ___________________________________________________________________
 GC0539* NAD 83(1986)-  36 27 29.     (N)    086 41 35.     (W)     SCALED    
 GC0539* NAVD 88     -       243.707  (meters)     799.56   (feet)  ADJUSTED  
 GC0539  ___________________________________________________________________
 GC0539  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0539  DYNAMIC HT  -         243.500 (meters)     798.88  (feet)  COMP
 GC0539  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0539
 GC0539  VERT ORDER  -  SECOND    CLASS 0
 GC0539
 GC0539.The horizontal coordinates were scaled from a topographic map and have
 GC0539.an estimated accuracy of +/- 6 seconds.
 GC0539
 GC0539.The orthometric height was determined by differential leveling
 GC0539.and adjusted by the National Geodetic Survey in June 1991..
 GC0539
 GC0539.The geoid height was determined by GEOID03.
 GC0539
 GC0539.The dynamic height is computed by dividing the NAVD 88
 GC0539.geopotential number by the normal gravity value computed on the
 GC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0539.degrees latitude (g = 980.6199 gals.).
 GC0539
 GC0539.The modeled gravity was interpolated from observed gravity values.
 GC0539
 GC0539;                    North         East    Units  Estimated Accuracy
 GC0539;SPC TN       -   235,960.      537,880.      MT  (+/- 180 meters Scaled)
 GC0539
 GC0539                          SUPERSEDED SURVEY CONTROL
 GC0539
 GC0539  NGVD 29 (??/??/92)  243.767  (m)          799.76   (f) ADJ UNCH    2 0
 GC0539
 GC0539.Superseded values are not recommended for survey control.
 GC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0539.See file dsdata.txt to determine how the superseded data were derived.
 GC0539
 GC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF275347(NAD 83)
 GC0539_MARKER: DB = BENCH MARK DISK
 GC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0539_STAMPING: C 221 1959
 GC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0539+STABILITY: SURFACE MOTION
 GC0539
 GC0539  HISTORY     - Date     Condition        Report By
 GC0539  HISTORY     - 1959     MONUMENTED       CGS
 GC0539  HISTORY     - 1960     GOOD             NGS
 GC0539
 GC0539                          STATION DESCRIPTION
 GC0539
 GC0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0539'3 MI SW FROM WHITE HOUSE.
 GC0539'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0539'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0539'THENCE 0.75 MILE SOUTH ON A GRAVELED ROAD, 130 FT. SOUTH OF THE
 GC0539'SOUTHWEST CORNER OF A BARN, 40 FT. EAST OF THE CENTER OF THE
 GC0539'GRAVELED ROAD, 25 FT. SOUTH OF THE CENTER OF A PRIVATE DRIVE,
 GC0539'4.6 FT. SOUTH OF A POWER LINE POLE, AND ABOUT 200 FT. NORTH OF A
 GC0539'HOUSE, 4.8 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC0539'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC0539'ABOUT 4 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0612 ***********************************************************************
 GC0612  DESIGNATION -  C 222
 GC0612  PID         -  GC0612
 GC0612  STATE/COUNTY-  TN/DAVIDSON
 GC0612  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0612
 GC0612                         *CURRENT SURVEY CONTROL
 GC0612  ___________________________________________________________________
 GC0612* NAD 83(1986)-  36 07 33.     (N)    086 48 51.     (W)     SCALED    
 GC0612* NAVD 88     -       176.642  (meters)     579.53   (feet)  ADJUSTED  
 GC0612  ___________________________________________________________________
 GC0612  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0612  DYNAMIC HT  -         176.490 (meters)     579.03  (feet)  COMP
 GC0612  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GC0612
 GC0612  VERT ORDER  -  SECOND    CLASS 0
 GC0612
 GC0612.The horizontal coordinates were scaled from a topographic map and have
 GC0612.an estimated accuracy of +/- 6 seconds.
 GC0612
 GC0612.The orthometric height was determined by differential leveling
 GC0612.and adjusted by the National Geodetic Survey in June 1991..
 GC0612
 GC0612.The geoid height was determined by GEOID03.
 GC0612
 GC0612.The dynamic height is computed by dividing the NAVD 88
 GC0612.geopotential number by the normal gravity value computed on the
 GC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0612.degrees latitude (g = 980.6199 gals.).
 GC0612
 GC0612.The modeled gravity was interpolated from observed gravity values.
 GC0612
 GC0612;                    North         East    Units  Estimated Accuracy
 GC0612;SPC TN       -   199,180.      526,710.      MT  (+/- 180 meters Scaled)
 GC0612
 GC0612                          SUPERSEDED SURVEY CONTROL
 GC0612
 GC0612  NGVD 29 (??/??/92)  176.663  (m)          579.60   (f) ADJ UNCH    2 0
 GC0612
 GC0612.Superseded values are not recommended for survey control.
 GC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0612.See file dsdata.txt to determine how the superseded data were derived.
 GC0612
 GC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE167979(NAD 83)
 GC0612_MARKER: DB = BENCH MARK DISK
 GC0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0612_SP_SET: OVERPASS
 GC0612_STAMPING: C 222 1959
 GC0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0612
 GC0612  HISTORY     - Date     Condition        Report By
 GC0612  HISTORY     - 1959     MONUMENTED       CGS
 GC0612  HISTORY     - 1960     GOOD             NGS
 GC0612
 GC0612                          STATION DESCRIPTION
 GC0612
 GC0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0612'AT NASHVILLE.
 GC0612'THIS BENCH MARK IS DRILLED IN THE TOP OF THE SOUTHEAST CONCRETE
 GC0612'WINGWALL OF A RAILROAD OVERPASS OVER WOODLAWN AVENUE, 7 FT. EAST
 GC0612'OF THE EAST RAIL AND ABOUT 2 FT. BELOW THE LEVEL OF THE TRACK.  THIS
 GC0612'OVERPASS IS ABOUT 0.2 MILE WEST OF THE INTERSECTION OF WOODLAWN
 GC0612'AVENUE AND 28TH. AVENUE S..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0547 ***********************************************************************
 FD0547  DESIGNATION -  C 223
 FD0547  PID         -  FD0547
 FD0547  STATE/COUNTY-  TN/WILLIAMSON
 FD0547  USGS QUAD   -  BETHESDA (1982)
 FD0547
 FD0547                         *CURRENT SURVEY CONTROL
 FD0547  ___________________________________________________________________
 FD0547* NAD 83(1986)-  35 48 40.     (N)    086 50 52.     (W)     SCALED    
 FD0547* NAVD 88     -       230.080  (meters)     754.85   (feet)  ADJUSTED  
 FD0547  ___________________________________________________________________
 FD0547  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD0547  DYNAMIC HT  -         229.876 (meters)     754.18  (feet)  COMP
 FD0547  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FD0547
 FD0547  VERT ORDER  -  SECOND    CLASS 0
 FD0547
 FD0547.The horizontal coordinates were scaled from a topographic map and have
 FD0547.an estimated accuracy of +/- 6 seconds.
 FD0547
 FD0547.The orthometric height was determined by differential leveling
 FD0547.and adjusted by the National Geodetic Survey in June 1991..
 FD0547
 FD0547.The geoid height was determined by GEOID03.
 FD0547
 FD0547.The dynamic height is computed by dividing the NAVD 88
 FD0547.geopotential number by the normal gravity value computed on the
 FD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0547.degrees latitude (g = 980.6199 gals.).
 FD0547
 FD0547.The modeled gravity was interpolated from observed gravity values.
 FD0547
 FD0547;                    North         East    Units  Estimated Accuracy
 FD0547;SPC TN       -   164,290.      523,380.      MT  (+/- 180 meters Scaled)
 FD0547
 FD0547                          SUPERSEDED SURVEY CONTROL
 FD0547
 FD0547  NGVD 29 (??/??/92)  230.057  (m)          754.78   (f) ADJ UNCH    2 0
 FD0547
 FD0547.Superseded values are not recommended for survey control.
 FD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0547.See file dsdata.txt to determine how the superseded data were derived.
 FD0547
 FD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE137630(NAD 83)
 FD0547_MARKER: DB = BENCH MARK DISK
 FD0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0547_STAMPING: C 223 1960
 FD0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0547+STABILITY: SURFACE MOTION
 FD0547
 FD0547  HISTORY     - Date     Condition        Report By
 FD0547  HISTORY     - 1960     MONUMENTED       CGS
 FD0547  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0547
 FD0547                          STATION DESCRIPTION
 FD0547
 FD0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0547'8.4 MI NE FROM SPRING HILL.
 FD0547'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0547'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0547'MILES EAST ON DUPLEX ROAD, THEN 3.95 MILES NORTH ON INTERSTATE
 FD0547'HIGHWAY 65, THEN 0.5 MILE NORTHEAST ON U.S. HIGHWAY 431, THEN
 FD0547'0.3 MILE EAST ON A GRAVELED ROAD.  THE BENCH MARK IS 0.3 MILE
 FD0547'EAST OF THE HARPETH SCHOOL, 332 FT. NORTHWEST OF THE CENTER
 FD0547'OF THE INTERSTATE HIGHWAY, 168 FT. EAST OF A TELEPHONE POLE,
 FD0547'13 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1 FT. SOUTH
 FD0547'OF A FENCE AND 1.5 FT. WEST OF A WITNESS SIGN.  THE DISK IS
 FD0547'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 FD0547'LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS 0.7 MILES SOUTHEAST
 FD0547'OF B.M. B 223.
 FD0547
 FD0547                          STATION RECOVERY (1979)
 FD0547
 FD0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0547'THIS AREA HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0492 ***********************************************************************
 FD0492  DESIGNATION -  C 224
 FD0492  PID         -  FD0492
 FD0492  STATE/COUNTY-  TN/WILLIAMSON
 FD0492  USGS QUAD   -  SPRING HILL (1979)
 FD0492
 FD0492                         *CURRENT SURVEY CONTROL
 FD0492  ___________________________________________________________________
 FD0492* NAD 83(1986)-  35 49 06.     (N)    086 53 48.     (W)     SCALED    
 FD0492* NAVD 88     -       231.794  (meters)     760.48   (feet)  ADJUSTED  
 FD0492  ___________________________________________________________________
 FD0492  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0492  DYNAMIC HT  -         231.589 (meters)     759.80  (feet)  COMP
 FD0492  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FD0492
 FD0492  VERT ORDER  -  SECOND    CLASS 0
 FD0492
 FD0492.The horizontal coordinates were scaled from a topographic map and have
 FD0492.an estimated accuracy of +/- 6 seconds.
 FD0492
 FD0492.The orthometric height was determined by differential leveling
 FD0492.and adjusted by the National Geodetic Survey in June 1991..
 FD0492
 FD0492.The geoid height was determined by GEOID03.
 FD0492
 FD0492.The dynamic height is computed by dividing the NAVD 88
 FD0492.geopotential number by the normal gravity value computed on the
 FD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0492.degrees latitude (g = 980.6199 gals.).
 FD0492
 FD0492.The modeled gravity was interpolated from observed gravity values.
 FD0492
 FD0492;                    North         East    Units  Estimated Accuracy
 FD0492;SPC TN       -   165,130.      518,970.      MT  (+/- 180 meters Scaled)
 FD0492
 FD0492                          SUPERSEDED SURVEY CONTROL
 FD0492
 FD0492  NGVD 29 (??/??/92)  231.761  (m)          760.37   (f) ADJ UNCH    2 0
 FD0492
 FD0492.Superseded values are not recommended for survey control.
 FD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0492.See file dsdata.txt to determine how the superseded data were derived.
 FD0492
 FD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093638(NAD 83)
 FD0492_MARKER: DB = BENCH MARK DISK
 FD0492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0492_STAMPING: C 224 1960
 FD0492_MARK LOGO: CGS   
 FD0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0492
 FD0492  HISTORY     - Date     Condition        Report By
 FD0492  HISTORY     - 1960     MONUMENTED       CGS
 FD0492  HISTORY     - 1984     GOOD             NGS
 FD0492
 FD0492                          STATION DESCRIPTION
 FD0492
 FD0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0492'1.7 MI S FROM WEST HARPETH.
 FD0492'THIS MARK IS 1.7 MILES SOUTH ON THE L. AND N. RAILROAD FROM THE
 FD0492'GRAVEL ROAD CROSSING IN WEST HARPETH, AND 1.75 MILES NORTH OF
 FD0492'THOMPSONS.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 FD0492'THE NORTHEAST CONCRETE WINGWALL OF AN OVERPASS, 7 FT. EAST OF
 FD0492'THE EAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 FD0492
 FD0492                          STATION RECOVERY (1984)
 FD0492
 FD0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0492'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0409 ***********************************************************************
 FD0409  DESIGNATION -  C 225
 FD0409  PID         -  FD0409
 FD0409  STATE/COUNTY-  TN/GILES
 FD0409  USGS QUAD   -  TARPLEY (1982)
 FD0409
 FD0409                         *CURRENT SURVEY CONTROL
 FD0409  ___________________________________________________________________
 FD0409* NAD 83(1986)-  35 13 15.     (N)    086 53 07.     (W)     SCALED    
 FD0409* NAVD 88     -       234.773  (meters)     770.25   (feet)  ADJUSTED  
 FD0409  ___________________________________________________________________
 FD0409  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0409  DYNAMIC HT  -         234.554 (meters)     769.53  (feet)  COMP
 FD0409  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0409
 FD0409  VERT ORDER  -  SECOND    CLASS 0
 FD0409
 FD0409.The horizontal coordinates were scaled from a topographic map and have
 FD0409.an estimated accuracy of +/- 6 seconds.
 FD0409
 FD0409.The orthometric height was determined by differential leveling
 FD0409.and adjusted by the National Geodetic Survey in June 1991..
 FD0409
 FD0409.The geoid height was determined by GEOID03.
 FD0409
 FD0409.The dynamic height is computed by dividing the NAVD 88
 FD0409.geopotential number by the normal gravity value computed on the
 FD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0409.degrees latitude (g = 980.6199 gals.).
 FD0409
 FD0409.The modeled gravity was interpolated from observed gravity values.
 FD0409
 FD0409;                    North         East    Units  Estimated Accuracy
 FD0409;SPC TN       -    98,830.      519,400.      MT  (+/- 180 meters Scaled)
 FD0409
 FD0409                          SUPERSEDED SURVEY CONTROL
 FD0409
 FD0409  NGVD 29 (??/??/92)  234.748  (m)          770.17   (f) ADJ UNCH    2 0
 FD0409
 FD0409.Superseded values are not recommended for survey control.
 FD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0409.See file dsdata.txt to determine how the superseded data were derived.
 FD0409
 FD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104975(NAD 83)
 FD0409_MARKER: DB = BENCH MARK DISK
 FD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0409_STAMPING: C 225 1960
 FD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0409+STABILITY: SURFACE MOTION
 FD0409
 FD0409  HISTORY     - Date     Condition        Report By
 FD0409  HISTORY     - 1960     MONUMENTED       CGS
 FD0409
 FD0409                          STATION DESCRIPTION
 FD0409
 FD0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0409'0.7 MI S FROM BEECH HILL.
 FD0409'FROM THE BEECH SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED ROAD
 FD0409'FOR 0.7 MILE.  THE BENCH MARK IS 67 FT. SOUTHEAST OF A TELEPHONE
 FD0409'POLE, 28 FT. SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 6 FT.
 FD0409'SOUTHWEST OF A FENCE CORNER, 1.9 FT. SOUTH OF A WITNESS SIGN.
 FD0409'THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0711 ***********************************************************************
 GC0711  DESIGNATION -  C 226
 GC0711  PID         -  GC0711
 GC0711  STATE/COUNTY-  TN/DAVIDSON
 GC0711  USGS QUAD   -  HERMITAGE (1983)
 GC0711
 GC0711                         *CURRENT SURVEY CONTROL
 GC0711  ___________________________________________________________________
 GC0711* NAD 83(1986)-  36 10 11.     (N)    086 34 16.     (W)     SCALED    
 GC0711* NAVD 88     -       167.425  (meters)     549.29   (feet)  ADJUSTED  
 GC0711  ___________________________________________________________________
 GC0711  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0711  DYNAMIC HT  -         167.283 (meters)     548.83  (feet)  COMP
 GC0711  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GC0711
 GC0711  VERT ORDER  -  SECOND    CLASS 0
 GC0711
 GC0711.The horizontal coordinates were scaled from a topographic map and have
 GC0711.an estimated accuracy of +/- 6 seconds.
 GC0711
 GC0711.The orthometric height was determined by differential leveling
 GC0711.and adjusted by the National Geodetic Survey in June 1991..
 GC0711
 GC0711.The geoid height was determined by GEOID03.
 GC0711
 GC0711.The dynamic height is computed by dividing the NAVD 88
 GC0711.geopotential number by the normal gravity value computed on the
 GC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0711.degrees latitude (g = 980.6199 gals.).
 GC0711
 GC0711.The modeled gravity was interpolated from observed gravity values.
 GC0711
 GC0711;                    North         East    Units  Estimated Accuracy
 GC0711;SPC TN       -   203,900.      548,620.      MT  (+/- 180 meters Scaled)
 GC0711
 GC0711                          SUPERSEDED SURVEY CONTROL
 GC0711
 GC0711  NGVD 29 (??/??/92)  167.465  (m)          549.42   (f) ADJ UNCH    2 0
 GC0711
 GC0711.Superseded values are not recommended for survey control.
 GC0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0711.See file dsdata.txt to determine how the superseded data were derived.
 GC0711
 GC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF385028(NAD 83)
 GC0711_MARKER: DB = BENCH MARK DISK
 GC0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0711_STAMPING: C 226 1960
 GC0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0711+STABILITY: SURFACE MOTION
 GC0711
 GC0711  HISTORY     - Date     Condition        Report By
 GC0711  HISTORY     - 1960     MONUMENTED       CGS
 GC0711
 GC0711                          STATION DESCRIPTION
 GC0711
 GC0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0711'6 MI SW FROM MOUNT JULIET.
 GC0711'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0711'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0711'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILE
 GC0711'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE SOUTHWEST ON A GRAVELED
 GC0711'ROAD, THEN 1.85 MILE WEST ON CENTRAL PIKE ROAD, THEN 0.2 MILE
 GC0711'SOUTH ON HART PIKE ROAD.  THE BENCH MARK IS ABOUT 270 FT. NORTH
 GC0711'OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 19 FT. WEST
 GC0711'OF THE CENTER OF HART PIKE ROAD, 13 FT. SOUTH OF A FENCE CORNER
 GC0711'AND THE BANK OF A SMALL CREEK, 3 FT. NORTHWEST OF A POWER LINE
 GC0711'POLE WITH A TRANSFORMER, 1 FT. WEST OF A FENCE, AND 1.3 FT.
 GC0711'NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0711'POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH HART PIKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1938 ***********************************************************************
 GC1938  DESIGNATION -  C 227 RESET
 GC1938  PID         -  GC1938
 GC1938  STATE/COUNTY-  TN/WILSON
 GC1938  USGS QUAD   -  SHOP SPRINGS (1994)
 GC1938
 GC1938                         *CURRENT SURVEY CONTROL
 GC1938  ___________________________________________________________________
 GC1938* NAD 83(1986)-  36 11 18.     (N)    086 10 12.     (W)     SCALED    
 GC1938* NAVD 88     -       186.26   (meters)     611.1    (feet)  RESET     
 GC1938  ___________________________________________________________________
 GC1938  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC1938
 GC1938  VERT ORDER  -  THIRD
 GC1938
 GC1938.The horizontal coordinates were scaled from a topographic map and have
 GC1938.an estimated accuracy of +/- 6 seconds.
 GC1938
 GC1938.The orthometric height was computed from unverified reset data.
 GC1938.No vertical observational check was made to the station.
 GC1938
 GC1938.The geoid height was determined by GEOID03.
 GC1938
 GC1938;                    North         East    Units  Estimated Accuracy
 GC1938;SPC TN       -   205,830.      584,710.      MT  (+/- 180 meters Scaled)
 GC1938
 GC1938                          SUPERSEDED SURVEY CONTROL
 GC1938
 GC1938  NGVD 29 (10/12/01)  186.32   (m)          611.3    (f) RESET       3  
 GC1938
 GC1938.Superseded values are not recommended for survey control.
 GC1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1938.See file dsdata.txt to determine how the superseded data were derived.
 GC1938
 GC1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF746051(NAD 83)
 GC1938_MARKER: DB = BENCH MARK DISK
 GC1938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC1938_SP_SET: HEADWALL
 GC1938_STAMPING: C 227 RESET 1977
 GC1938_MARK LOGO: NGS   
 GC1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1938+STABILITY: SURFACE MOTION
 GC1938
 GC1938  HISTORY     - Date     Condition        Report By
 GC1938  HISTORY     - 1977     MONUMENTED       NGS
 GC1938
 GC1938                          STATION DESCRIPTION
 GC1938
 GC1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1938'6.95 MI EAST FROM LEBANON.
 GC1938'0.4 MILE EAST ALONG INTERSTATE HIGHWAY 40 FROM THE LINWOOD ROAD
 GC1938'INTERCHANGE, IN THE TOP AND EAST END OF A CONCRETE HEADWALL, 40
 GC1938'FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 GC1938'42 FEET NORTHWEST OF A JOG FENCE CORNER AND ABOUT 300 FEET WEST OF
 GC1938'A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0619 ***********************************************************************
 FD0619  DESIGNATION -  C 228
 FD0619  PID         -  FD0619
 FD0619  STATE/COUNTY-  TN/RUTHERFORD
 FD0619  USGS QUAD   -  SMYRNA (1998)
 FD0619
 FD0619                         *CURRENT SURVEY CONTROL
 FD0619  ___________________________________________________________________
 FD0619* NAD 83(1986)-  35 54 13.     (N)    086 30 06.     (W)     SCALED    
 FD0619* NAVD 88     -       178.756  (meters)     586.47   (feet)  ADJUSTED  
 FD0619  ___________________________________________________________________
 FD0619  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0619  DYNAMIC HT  -         178.601 (meters)     585.96  (feet)  COMP
 FD0619  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 FD0619
 FD0619  VERT ORDER  -  SECOND    CLASS 0
 FD0619
 FD0619.The horizontal coordinates were scaled from a topographic map and have
 FD0619.an estimated accuracy of +/- 6 seconds.
 FD0619
 FD0619.The orthometric height was determined by differential leveling
 FD0619.and adjusted by the National Geodetic Survey in June 1991..
 FD0619
 FD0619.The geoid height was determined by GEOID03.
 FD0619
 FD0619.The dynamic height is computed by dividing the NAVD 88
 FD0619.geopotential number by the normal gravity value computed on the
 FD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0619.degrees latitude (g = 980.6199 gals.).
 FD0619
 FD0619.The modeled gravity was interpolated from observed gravity values.
 FD0619
 FD0619;                    North         East    Units  Estimated Accuracy
 FD0619;SPC TN       -   174,340.      554,720.      MT  (+/- 180 meters Scaled)
 FD0619
 FD0619                          SUPERSEDED SURVEY CONTROL
 FD0619
 FD0619  NGVD 29 (??/??/92)  178.771  (m)          586.52   (f) ADJ UNCH    2 0
 FD0619
 FD0619.Superseded values are not recommended for survey control.
 FD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0619.See file dsdata.txt to determine how the superseded data were derived.
 FD0619
 FD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE449733(NAD 83)
 FD0619_MARKER: DB = BENCH MARK DISK
 FD0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0619_STAMPING: C 228 1960
 FD0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0619+STABILITY: SURFACE MOTION
 FD0619
 FD0619  HISTORY     - Date     Condition        Report By
 FD0619  HISTORY     - 1960     MONUMENTED       CGS
 FD0619  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0619
 FD0619                          STATION DESCRIPTION
 FD0619
 FD0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0619'11.7 MI NW FROM MURFREESBORO.
 FD0619'FROM THE JUNCTION OF U.S. HIGHWAY 70S, 41 AND 231 IN EAST
 FD0619'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0619'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2 MILES
 FD0619'WEST ON MANSON PIKE, THEN 2.0 MILES NORTH ON BLACKMAN ROAD.  THE
 FD0619'BENCH MARK IS 21 FT. NORTHEAST OF THE CENTER OF BLACKMAN ROAD,
 FD0619'27 FT. NORTHWEST OF THE CENTER OF A TRACK ROAD, 10 FT. NORTHWEST OF
 FD0619'A FENCE CORNER, 1 FT. SOUTHEAST OF A FENCE, AND 1.6 FT. NORTHEAST
 FD0619'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0619'PROJECTING 3 INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0619
 FD0619                          STATION RECOVERY (2001)
 FD0619
 FD0619'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0722 ***********************************************************************
 GC0722  DESIGNATION -  C 229
 GC0722  PID         -  GC0722
 GC0722  STATE/COUNTY-  TN/DAVIDSON
 GC0722  USGS QUAD   -  ANTIOCH (1983)
 GC0722
 GC0722                         *CURRENT SURVEY CONTROL
 GC0722  ___________________________________________________________________
 GC0722* NAD 83(1986)-  36 07 23.     (N)    086 44 08.     (W)     SCALED    
 GC0722* NAVD 88     -       141.818  (meters)     465.28   (feet)  ADJUSTED  
 GC0722  ___________________________________________________________________
 GC0722  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0722  DYNAMIC HT  -         141.696 (meters)     464.88  (feet)  COMP
 GC0722  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0722
 GC0722  VERT ORDER  -  SECOND    CLASS 0
 GC0722
 GC0722.The horizontal coordinates were scaled from a topographic map and have
 GC0722.an estimated accuracy of +/- 6 seconds.
 GC0722
 GC0722.The orthometric height was determined by differential leveling
 GC0722.and adjusted by the National Geodetic Survey in June 1991..
 GC0722
 GC0722.The geoid height was determined by GEOID03.
 GC0722
 GC0722.The dynamic height is computed by dividing the NAVD 88
 GC0722.geopotential number by the normal gravity value computed on the
 GC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0722.degrees latitude (g = 980.6199 gals.).
 GC0722
 GC0722.The modeled gravity was interpolated from observed gravity values.
 GC0722
 GC0722;                    North         East    Units  Estimated Accuracy
 GC0722;SPC TN       -   198,820.      533,790.      MT  (+/- 180 meters Scaled)
 GC0722
 GC0722                          SUPERSEDED SURVEY CONTROL
 GC0722
 GC0722  NGVD 29 (??/??/92)  141.843  (m)          465.36   (f) ADJ UNCH    2 0
 GC0722
 GC0722.Superseded values are not recommended for survey control.
 GC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0722.See file dsdata.txt to determine how the superseded data were derived.
 GC0722
 GC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE237976(NAD 83)
 GC0722_MARKER: DB = BENCH MARK DISK
 GC0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0722_SP_SET: BRIDGE
 GC0722_STAMPING: C 229 1960
 GC0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0722
 GC0722  HISTORY     - Date     Condition        Report By
 GC0722  HISTORY     - 1960     MONUMENTED       CGS
 GC0722  HISTORY     - 1979     GOOD             LOCENG
 GC0722
 GC0722                          STATION DESCRIPTION
 GC0722
 GC0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0722'5 MI NW FROM ANTIOCH.
 GC0722'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 GC0722'ROAD FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST ON INTERSTATE HIGHWAY
 GC0722'24, THEN 0.6 MILE NORTH ON A GRAVELED ROAD, THEN 0.35 MILES
 GC0722'NORTHWEST ON ANTIOCH PIKE TO THE MILL CREEK CHURCH, THEN 0.1 MILE
 GC0722'NORTH ACROSS A FIELD TO A CONCRETE CULVERT UNDER THE NASHVILLE,
 GC0722'CHATTANOOGA AND ST. LOUIS RAILWAY, THEN GO 0.9 MILE NORTHWEST ON
 GC0722'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY TO BRIDGE NO. 5.8.
 GC0722'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST
 GC0722'CONCRETE ABUTMENT AT THE NORTHWEST END OF BRIDGE NO. 5.8, 5.2
 GC0722'FT. NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 3 FT. BELOW THE LEVEL
 GC0722'OF THE TRACK.
 GC0722
 GC0722                          STATION RECOVERY (1979)
 GC0722
 GC0722'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GC0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1686 ***********************************************************************
 GB1686  DESIGNATION -  C 230
 GB1686  PID         -  GB1686
 GB1686  STATE/COUNTY-  TN/PUTNAM
 GB1686  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1686
 GB1686                         *CURRENT SURVEY CONTROL
 GB1686  ___________________________________________________________________
 GB1686* NAD 83(1986)-  36 08 04.     (N)    085 28 46.     (W)     SCALED    
 GB1686* NAVD 88     -       332.787  (meters)    1091.82   (feet)  ADJUSTED  
 GB1686  ___________________________________________________________________
 GB1686  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1686  DYNAMIC HT  -         332.492 (meters)    1090.85  (feet)  COMP
 GB1686  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 GB1686
 GB1686  VERT ORDER  -  SECOND    CLASS 0
 GB1686
 GB1686.The horizontal coordinates were scaled from a topographic map and have
 GB1686.an estimated accuracy of +/- 6 seconds.
 GB1686
 GB1686.The orthometric height was determined by differential leveling
 GB1686.and adjusted by the National Geodetic Survey in June 1991..
 GB1686
 GB1686.The geoid height was determined by GEOID03.
 GB1686
 GB1686.The dynamic height is computed by dividing the NAVD 88
 GB1686.geopotential number by the normal gravity value computed on the
 GB1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1686.degrees latitude (g = 980.6199 gals.).
 GB1686
 GB1686.The modeled gravity was interpolated from observed gravity values.
 GB1686
 GB1686;                    North         East    Units  Estimated Accuracy
 GB1686;SPC TN       -   199,960.      646,850.      MT  (+/- 180 meters Scaled)
 GB1686
 GB1686                          SUPERSEDED SURVEY CONTROL
 GB1686
 GB1686  NGVD 29 (??/??/92)  332.854  (m)         1092.04   (f) ADJ UNCH    2 0
 GB1686
 GB1686.Superseded values are not recommended for survey control.
 GB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1686.See file dsdata.txt to determine how the superseded data were derived.
 GB1686
 GB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE368999(NAD 83)
 GB1686_MARKER: DB = BENCH MARK DISK
 GB1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1686_STAMPING: C 230 1960
 GB1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1686+STABILITY: SURFACE MOTION
 GB1686
 GB1686  HISTORY     - Date     Condition        Report By
 GB1686  HISTORY     - 1960     MONUMENTED       CGS
 GB1686
 GB1686                          STATION DESCRIPTION
 GB1686
 GB1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1686'3.1 MI SE FROM COOKEVILLE.
 GB1686'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1686'HIGHWAY 42, THEN 1.3 MILES EAST ON INTERSTATE HIGHWAY 40.  THE
 GB1686'BENCH MARK IS ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 GB1686'40, 68 FT. NORTHWEST OF THE SOUTHEAST CORNER OF THE SALEM SCHOOL,
 GB1686'38 FT. NORTHEAST OF A 24-INCH CHERRY TREE, 1.2 FT. NORTH OF THE
 GB1686'RIGHT-OF-WAY FENCE, AND 1.8 FT. SOUTHEAST OF A WITNESS SIGN.
 GB1686'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB1686'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1714 ***********************************************************************
 GB1714  DESIGNATION -  C 231
 GB1714  PID         -  GB1714
 GB1714  STATE/COUNTY-  TN/PUTNAM
 GB1714  USGS QUAD   -  MONTEREY (1981)
 GB1714
 GB1714                         *CURRENT SURVEY CONTROL
 GB1714  ___________________________________________________________________
 GB1714* NAD 83(1986)-  36 08 08.     (N)    085 19 22.     (W)     SCALED    
 GB1714* NAVD 88     -       563.350  (meters)    1848.26   (feet)  ADJUSTED  
 GB1714  ___________________________________________________________________
 GB1714  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GB1714  DYNAMIC HT  -         562.829 (meters)    1846.55  (feet)  COMP
 GB1714  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 GB1714
 GB1714  VERT ORDER  -  SECOND    CLASS 0
 GB1714
 GB1714.The horizontal coordinates were scaled from a topographic map and have
 GB1714.an estimated accuracy of +/- 6 seconds.
 GB1714
 GB1714.The orthometric height was determined by differential leveling
 GB1714.and adjusted by the National Geodetic Survey in June 1991..
 GB1714
 GB1714.The geoid height was determined by GEOID03.
 GB1714
 GB1714.The dynamic height is computed by dividing the NAVD 88
 GB1714.geopotential number by the normal gravity value computed on the
 GB1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1714.degrees latitude (g = 980.6199 gals.).
 GB1714
 GB1714.The modeled gravity was interpolated from observed gravity values.
 GB1714
 GB1714;                    North         East    Units  Estimated Accuracy
 GB1714;SPC TN       -   200,170.      660,950.      MT  (+/- 180 meters Scaled)
 GB1714
 GB1714                          SUPERSEDED SURVEY CONTROL
 GB1714
 GB1714  NGVD 29 (??/??/92)  563.375  (m)         1848.34   (f) ADJ UNCH    2 0
 GB1714
 GB1714.Superseded values are not recommended for survey control.
 GB1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1714.See file dsdata.txt to determine how the superseded data were derived.
 GB1714
 GB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF509002(NAD 83)
 GB1714_MARKER: DB = BENCH MARK DISK
 GB1714_SETTING: 66 = SET IN ROCK OUTCROP
 GB1714_SP_SET: BEDROCK
 GB1714_STAMPING: C 231 1960
 GB1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1714+STABILITY: POSITION/ELEVATION WELL
 GB1714
 GB1714  HISTORY     - Date     Condition        Report By
 GB1714  HISTORY     - 1960     MONUMENTED       CGS
 GB1714
 GB1714                          STATION DESCRIPTION
 GB1714
 GB1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1714'3.6 MI W FROM MONTEREY.
 GB1714'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1714'STATE HIGHWAY 84, THEN 3.3 MILES WEST ON U.S. HIGHWAY 70N.  THE
 GB1714'BENCH MARK IS 99 FT. WEST OF A POWER LINE POLE, 16 FT. NORTH OF
 GB1714'THE NORTHEAST CORNER OF A HOUSE, AND 22 FT. SOUTH OF THE CENTER
 GB1714'OF U.S. HIGHWAY 70N.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1714'OUTCROPPING BEDROCK, AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1714'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0802 ***********************************************************************
 FC0802  DESIGNATION -  C 232
 FC0802  PID         -  FC0802
 FC0802  STATE/COUNTY-  TN/CUMBERLAND
 FC0802  USGS QUAD   -  DORTON (1991)
 FC0802
 FC0802                         *CURRENT SURVEY CONTROL
 FC0802  ___________________________________________________________________
 FC0802* NAD 83(1986)-  35 56 00.     (N)    084 55 27.     (W)     SCALED    
 FC0802* NAVD 88     -       532.162  (meters)    1745.93   (feet)  ADJUSTED  
 FC0802  ___________________________________________________________________
 FC0802  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC0802  DYNAMIC HT  -         531.671 (meters)    1744.32  (feet)  COMP
 FC0802  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FC0802
 FC0802  VERT ORDER  -  SECOND    CLASS 0
 FC0802
 FC0802.The horizontal coordinates were scaled from a topographic map and have
 FC0802.an estimated accuracy of +/- 6 seconds.
 FC0802
 FC0802.The orthometric height was determined by differential leveling
 FC0802.and adjusted by the National Geodetic Survey in June 1991..
 FC0802
 FC0802.The geoid height was determined by GEOID03.
 FC0802
 FC0802.The dynamic height is computed by dividing the NAVD 88
 FC0802.geopotential number by the normal gravity value computed on the
 FC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0802.degrees latitude (g = 980.6199 gals.).
 FC0802
 FC0802.The modeled gravity was interpolated from observed gravity values.
 FC0802
 FC0802;                    North         East    Units  Estimated Accuracy
 FC0802;SPC TN       -   178,050.      697,080.      MT  (+/- 180 meters Scaled)
 FC0802
 FC0802                          SUPERSEDED SURVEY CONTROL
 FC0802
 FC0802  NGVD 29 (??/??/92)  532.247  (m)         1746.21   (f) ADJ UNCH    2 0
 FC0802
 FC0802.Superseded values are not recommended for survey control.
 FC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0802.See file dsdata.txt to determine how the superseded data were derived.
 FC0802
 FC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE872785(NAD 83)
 FC0802_MARKER: DB = BENCH MARK DISK
 FC0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0802_STAMPING: C 232 1960
 FC0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0802+STABILITY: SURFACE MOTION
 FC0802
 FC0802  HISTORY     - Date     Condition        Report By
 FC0802  HISTORY     - 1960     MONUMENTED       CGS
 FC0802
 FC0802                          STATION DESCRIPTION
 FC0802
 FC0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0802'3.3 MI NW FROM CRAB ORCHARD.
 FC0802'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST
 FC0802'ON A PAVED AND GRAVELED ROAD TO A SHARP CURVE IN THE ROAD, THEN
 FC0802'0.9 MILE NORTHWEST ON INTERSTATE HIGHWAY 40 TO A LARGE HOUSE ON
 FC0802'THE SOUTH SIDE OF THE HIGHWAY.  THE BENCH MARK IS 73 FT. EAST OF
 FC0802'THE SOUTHEAST CORNER OF THE HOUSE, 31 FT. NORTH OF THE CENTER
 FC0802'OF A DRIVE, 2.6 FT. EAST OF A POWER LINE POLE, AND 2.8 FT. EAST
 FC0802'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0802'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0912 ***********************************************************************
 FC0912  DESIGNATION -  C 233
 FC0912  PID         -  FC0912
 FC0912  STATE/COUNTY-  TN/ROANE
 FC0912  USGS QUAD   -  HARRIMAN (1980)
 FC0912
 FC0912                         *CURRENT SURVEY CONTROL
 FC0912  ___________________________________________________________________
 FC0912* NAD 83(1986)-  35 53 38.     (N)    084 32 06.     (W)     SCALED    
 FC0912* NAVD 88     -       230.680  (meters)     756.82   (feet)  ADJUSTED  
 FC0912  ___________________________________________________________________
 FC0912  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0912  DYNAMIC HT  -         230.468 (meters)     756.13  (feet)  COMP
 FC0912  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 FC0912
 FC0912  VERT ORDER  -  SECOND    CLASS 0
 FC0912
 FC0912.The horizontal coordinates were scaled from a topographic map and have
 FC0912.an estimated accuracy of +/- 6 seconds.
 FC0912
 FC0912.The orthometric height was determined by differential leveling
 FC0912.and adjusted by the National Geodetic Survey in June 1991..
 FC0912
 FC0912.The geoid height was determined by GEOID03.
 FC0912
 FC0912.The dynamic height is computed by dividing the NAVD 88
 FC0912.geopotential number by the normal gravity value computed on the
 FC0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0912.degrees latitude (g = 980.6199 gals.).
 FC0912
 FC0912.The modeled gravity was interpolated from observed gravity values.
 FC0912
 FC0912;                    North         East    Units  Estimated Accuracy
 FC0912;SPC TN       -   174,130.      732,260.      MT  (+/- 180 meters Scaled)
 FC0912
 FC0912                          SUPERSEDED SURVEY CONTROL
 FC0912
 FC0912  NGVD 29 (??/??/92)  230.790  (m)          757.18   (f) ADJ UNCH    2 0
 FC0912
 FC0912.Superseded values are not recommended for survey control.
 FC0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0912.See file dsdata.txt to determine how the superseded data were derived.
 FC0912
 FC0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE224749(NAD 83)
 FC0912_MARKER: DB = BENCH MARK DISK
 FC0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0912_SP_SET: CULVERT
 FC0912_STAMPING: C 233 1960
 FC0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0912
 FC0912  HISTORY     - Date     Condition        Report By
 FC0912  HISTORY     - 1960     MONUMENTED       CGS
 FC0912  HISTORY     - 1972     GOOD             TVA
 FC0912
 FC0912                          STATION DESCRIPTION
 FC0912
 FC0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0912'2.7 MI NW FROM KINGSTON.
 FC0912'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0912'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY 40,
 FC0912'THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 0.85 MILE NORTHWEST
 FC0912'ON U.S. HIGHWAY 70 TO THE T JUNCTION OF A PAVED ROAD THAT
 FC0912'LEADS TO THE KINGSTON POWER PLANT.  THE BENCH MARK IS 47 FT.
 FC0912'NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANES OF U.S.
 FC0912'HIGHWAY 70, 25 FT. EAST OF THE CENTER OF A PAVED ROAD.  THE
 FC0912'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE EAST CONCRETE
 FC0912'HEADWALL OF A CULVERT UNDER THE PAVED ROAD LEADING TO THE
 FC0912'KINGSTON POWER PLANT, AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE
 FC0912'ROAD.
 FC0912
 FC0912                          STATION RECOVERY (1972)
 FC0912
 FC0912'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0218 ***********************************************************************
 FC0218  DESIGNATION -  C 234
 FC0218  PID         -  FC0218
 FC0218  STATE/COUNTY-  TN/KNOX
 FC0218  USGS QUAD   -  LOVELL (1990)
 FC0218
 FC0218                         *CURRENT SURVEY CONTROL
 FC0218  ___________________________________________________________________
 FC0218* NAD 83(1986)-  35 52 41.     (N)    084 14 15.     (W)     SCALED    
 FC0218* NAVD 88     -       262.817  (meters)     862.26   (feet)  ADJUSTED  
 FC0218  ___________________________________________________________________
 FC0218  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0218  DYNAMIC HT  -         262.568 (meters)     861.44  (feet)  COMP
 FC0218  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FC0218
 FC0218  VERT ORDER  -  SECOND    CLASS 0
 FC0218
 FC0218.The horizontal coordinates were scaled from a topographic map and have
 FC0218.an estimated accuracy of +/- 6 seconds.
 FC0218
 FC0218.The orthometric height was determined by differential leveling
 FC0218.and adjusted by the National Geodetic Survey in June 1991..
 FC0218
 FC0218.The geoid height was determined by GEOID03.
 FC0218
 FC0218.The dynamic height is computed by dividing the NAVD 88
 FC0218.geopotential number by the normal gravity value computed on the
 FC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0218.degrees latitude (g = 980.6199 gals.).
 FC0218
 FC0218.The modeled gravity was interpolated from observed gravity values.
 FC0218
 FC0218;                    North         East    Units  Estimated Accuracy
 FC0218;SPC TN       -   172,820.      759,140.      MT  (+/- 180 meters Scaled)
 FC0218
 FC0218                          SUPERSEDED SURVEY CONTROL
 FC0218
 FC0218  NGVD 29 (??/??/92)  262.931  (m)          862.63   (f) ADJ UNCH    2 0
 FC0218
 FC0218.Superseded values are not recommended for survey control.
 FC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0218.See file dsdata.txt to determine how the superseded data were derived.
 FC0218
 FC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE493739(NAD 83)
 FC0218_MARKER: DB = BENCH MARK DISK
 FC0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0218_SP_SET: OVERPASS
 FC0218_STAMPING: C 234 1960
 FC0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0218
 FC0218  HISTORY     - Date     Condition        Report By
 FC0218  HISTORY     - 1960     MONUMENTED       CGS
 FC0218
 FC0218                          STATION DESCRIPTION
 FC0218
 FC0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0218'4.2 MI NE FROM EATON CROSSROADS.
 FC0218'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0218'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0218'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 1.2 MILE
 FC0218'EAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER INTERSTATE 40.
 FC0218'THE BENCH MARK DISK IS CEMENTED VERTICALLY IN THE NORTH FACE OF
 FC0218'THE EAST CENTER PILLAR OF THE OVERPASS, AND IS 2.6 FT. ABOVE THE
 FC0218'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1870 ***********************************************************************
 FB1870  DESIGNATION -  C 235
 FB1870  PID         -  FB1870
 FB1870  STATE/COUNTY-  TN/KNOX
 FB1870  USGS QUAD   -  KNOXVILLE (1978)
 FB1870
 FB1870                         *CURRENT SURVEY CONTROL
 FB1870  ___________________________________________________________________
 FB1870* NAD 83(1986)-  35 59 56.     (N)    083 53 42.     (W)     SCALED    
 FB1870* NAVD 88     -       288.885  (meters)     947.78   (feet)  ADJUSTED  
 FB1870  ___________________________________________________________________
 FB1870  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1870  DYNAMIC HT  -         288.619 (meters)     946.91  (feet)  COMP
 FB1870  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FB1870
 FB1870  VERT ORDER  -  FIRST     CLASS I
 FB1870
 FB1870.The horizontal coordinates were scaled from a topographic map and have
 FB1870.an estimated accuracy of +/- 6 seconds.
 FB1870
 FB1870.The orthometric height was determined by differential leveling
 FB1870.and adjusted by the National Geodetic Survey in June 1991..
 FB1870
 FB1870.The geoid height was determined by GEOID03.
 FB1870
 FB1870.The dynamic height is computed by dividing the NAVD 88
 FB1870.geopotential number by the normal gravity value computed on the
 FB1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1870.degrees latitude (g = 980.6199 gals.).
 FB1870
 FB1870.The modeled gravity was interpolated from observed gravity values.
 FB1870
 FB1870;                    North         East    Units  Estimated Accuracy
 FB1870;SPC TN       -   186,830.      789,770.      MT  (+/- 180 meters Scaled)
 FB1870
 FB1870                          SUPERSEDED SURVEY CONTROL
 FB1870
 FB1870  NGVD 29 (??/??/92)  289.015  (m)          948.21   (f) ADJ UNCH    1 1
 FB1870
 FB1870.Superseded values are not recommended for survey control.
 FB1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1870.See file dsdata.txt to determine how the superseded data were derived.
 FB1870
 FB1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV390877(NAD 83)
 FB1870_MARKER: DB = BENCH MARK DISK
 FB1870_SETTING: 66 = SET IN ROCK OUTCROP
 FB1870_SP_SET: ROCK OUTCROP
 FB1870_STAMPING: C 235 1961
 FB1870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1870+STABILITY: POSITION/ELEVATION WELL
 FB1870
 FB1870  HISTORY     - Date     Condition        Report By
 FB1870  HISTORY     - 1961     MONUMENTED       CGS
 FB1870  HISTORY     - 1967     GOOD             NGS
 FB1870  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1870
 FB1870                          STATION DESCRIPTION
 FB1870
 FB1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1870'AT KNOXVILLE.
 FB1870'AT KNOXVILLE, ABOUT 2.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1870'FROM THE STATION, ABOUT 0.5 MILE NORTHEAST OF THE CROSSING OF
 FB1870'CHERRY STREET, 68 FEET SOUTH OF AND ACROSS THE TRACK FROM
 FB1870'MILEPOST 128, SET ON THE TOP OF THE HIGHEST PART OF AN OUTCROPPING
 FB1870'ROCK WHICH IS 5 FEET LONG-2 1/2 FEET WIDE AND PROJECTS 1 FOOT
 FB1870'ABOVE THE LEVEL OF THE GROUND, 27.8 FEET SOUTHEAST OF THE SOUTHEAST
 FB1870'RAIL OF THE EASTBOUND TRACK, 34 FEET NORTHEAST OF A 12-INCH
 FB1870'BLACK WALNUT TREE, AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1870
 FB1870                          STATION RECOVERY (1982)
 FB1870
 FB1870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0715 ***********************************************************************
 GB0715  DESIGNATION -  C 236
 GB0715  PID         -  GB0715
 GB0715  STATE/COUNTY-  TN/CAMPBELL
 GB0715  USGS QUAD   -  JACKSBORO (1991)
 GB0715
 GB0715                         *CURRENT SURVEY CONTROL
 GB0715  ___________________________________________________________________
 GB0715* NAD 83(1986)-  36 16 06.     (N)    084 11 39.     (W)     SCALED    
 GB0715* NAVD 88     -       353.058  (meters)    1158.32   (feet)  ADJUSTED  
 GB0715  ___________________________________________________________________
 GB0715  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB0715  DYNAMIC HT  -         352.744 (meters)    1157.29  (feet)  COMP
 GB0715  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB0715
 GB0715  VERT ORDER  -  SECOND    CLASS 0
 GB0715
 GB0715.The horizontal coordinates were scaled from a topographic map and have
 GB0715.an estimated accuracy of +/- 6 seconds.
 GB0715
 GB0715.The orthometric height was determined by differential leveling
 GB0715.and adjusted by the National Geodetic Survey in June 1991..
 GB0715
 GB0715.The geoid height was determined by GEOID03.
 GB0715
 GB0715.The dynamic height is computed by dividing the NAVD 88
 GB0715.geopotential number by the normal gravity value computed on the
 GB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0715.degrees latitude (g = 980.6199 gals.).
 GB0715
 GB0715.The modeled gravity was interpolated from observed gravity values.
 GB0715
 GB0715;                    North         East    Units  Estimated Accuracy
 GB0715;SPC TN       -   216,190.      762,250.      MT  (+/- 180 meters Scaled)
 GB0715
 GB0715                          SUPERSEDED SURVEY CONTROL
 GB0715
 GB0715  NGVD 29 (??/??/92)  353.168  (m)         1158.69   (f) ADJ UNCH    2 0
 GB0715
 GB0715.Superseded values are not recommended for survey control.
 GB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0715.See file dsdata.txt to determine how the superseded data were derived.
 GB0715
 GB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF520173(NAD 83)
 GB0715_MARKER: DB = BENCH MARK DISK
 GB0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0715_SP_SET: CULVERT
 GB0715_STAMPING: C 236 1961
 GB0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0715
 GB0715  HISTORY     - Date     Condition        Report By
 GB0715  HISTORY     - 1961     MONUMENTED       CGS
 GB0715  HISTORY     - 1973     GOOD             TVA
 GB0715
 GB0715                          STATION DESCRIPTION
 GB0715
 GB0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0715'2.7 MI SE FROM CARYVILLE.
 GB0715'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0715'ON STATE HIGHWAY 63, THEN 2.5 MILES SOUTHEAST ON U.S. HIGHWAYS 25W
 GB0715'TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT
 GB0715'0.2 MILE SOUTHEAST OF A RAIL ROAD OVERPASS, 25 FT. SOUTHWEST OF
 GB0715'THE CENTER OF U.S. HIGHWAY 25W, AND 5.3 FT. NORTHEAST OF THE
 GB0715'SOUTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE CULVERT.
 GB0715'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE HEADWALL OF THE
 GB0715'CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
 GB0715
 GB0715                          STATION RECOVERY (1973)
 GB0715
 GB0715'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2128 ***********************************************************************
 FB2128  DESIGNATION -  C 237
 FB2128  PID         -  FB2128
 FB2128  STATE/COUNTY-  TN/KNOX
 FB2128  USGS QUAD   -  BOYDS CREEK (1986)
 FB2128
 FB2128                         *CURRENT SURVEY CONTROL
 FB2128  ___________________________________________________________________
 FB2128* NAD 83(1986)-  35 59 30.     (N)    083 40 16.     (W)     SCALED    
 FB2128* NAVD 88     -       282.358  (meters)     926.37   (feet)  ADJUSTED  
 FB2128  ___________________________________________________________________
 FB2128  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2128  DYNAMIC HT  -         282.095 (meters)     925.51  (feet)  COMP
 FB2128  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FB2128
 FB2128  VERT ORDER  -  SECOND    CLASS 0
 FB2128
 FB2128.The horizontal coordinates were scaled from a topographic map and have
 FB2128.an estimated accuracy of +/- 6 seconds.
 FB2128
 FB2128.The orthometric height was determined by differential leveling
 FB2128.and adjusted by the National Geodetic Survey in June 1991..
 FB2128
 FB2128.The geoid height was determined by GEOID03.
 FB2128
 FB2128.The dynamic height is computed by dividing the NAVD 88
 FB2128.geopotential number by the normal gravity value computed on the
 FB2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2128.degrees latitude (g = 980.6199 gals.).
 FB2128
 FB2128.The modeled gravity was interpolated from observed gravity values.
 FB2128
 FB2128;                    North         East    Units  Estimated Accuracy
 FB2128;SPC TN       -   186,490.      809,970.      MT  (+/- 180 meters Scaled)
 FB2128
 FB2128                          SUPERSEDED SURVEY CONTROL
 FB2128
 FB2128  NGVD 29 (??/??/92)  282.503  (m)          926.85   (f) ADJ UNCH    2 0
 FB2128
 FB2128.Superseded values are not recommended for survey control.
 FB2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2128.See file dsdata.txt to determine how the superseded data were derived.
 FB2128
 FB2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV592863(NAD 83)
 FB2128_MARKER: DB = BENCH MARK DISK
 FB2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2128_STAMPING: C 237 1961
 FB2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2128+STABILITY: SURFACE MOTION
 FB2128
 FB2128  HISTORY     - Date     Condition        Report By
 FB2128  HISTORY     - 1961     MONUMENTED       CGS
 FB2128  HISTORY     - 1972     GOOD             TVA
 FB2128
 FB2128                          STATION DESCRIPTION
 FB2128
 FB2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2128'3.1 MI NW FROM KODAK.
 FB2128'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2128'KODAK (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2128'70 AND 25W, AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES
 FB2128'EAST OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY 139,
 FB2128'THEN 2.4 MILES WEST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION
 FB2128'OF SMITH SCHOOL ROAD.  THE BENCH MARK IS ABOUT 200 FT. SOUTHWEST
 FB2128'OF INTERSTATE HIGHWAY 40, ABOUT 250 FT. SOUTHEAST OF THE
 FB2128'INTERSECTION OF SMITH SCHOOL ROAD AND ALEY BALES ROAD, 41 FT.
 FB2128'NORTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE WITH
 FB2128'GUY WIRE, 21 FT. NORTHEAST OF THE CENTER OF SMITH SCHOOL ROAD,
 FB2128'1.5 FT. NORTHWEST OF A FENCE CORNER POST, AND 0.8 FT. NORTHEAST
 FB2128'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2128'PROJECTING 5 INCHES AND IS ABOUT 6 FT. ABOVE THE LEVEL OF THE
 FB2128'ROAD.
 FB2128
 FB2128                          STATION RECOVERY (1972)
 FB2128
 FB2128'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0262 ***********************************************************************
 FC0262  DESIGNATION -  C 238
 FC0262  PID         -  FC0262
 FC0262  STATE/COUNTY-  TN/LOUDON
 FC0262  USGS QUAD   -  LENOIR CITY (1986)
 FC0262
 FC0262                         *CURRENT SURVEY CONTROL
 FC0262  ___________________________________________________________________
 FC0262* NAD 83(1986)-  35 47 32.     (N)    084 19 50.     (W)     SCALED    
 FC0262* NAVD 88     -       252.440  (meters)     828.21   (feet)  ADJUSTED  
 FC0262  ___________________________________________________________________
 FC0262  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0262  DYNAMIC HT  -         252.198 (meters)     827.42  (feet)  COMP
 FC0262  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0262
 FC0262  VERT ORDER  -  SECOND    CLASS 0
 FC0262
 FC0262.The horizontal coordinates were scaled from a topographic map and have
 FC0262.an estimated accuracy of +/- 6 seconds.
 FC0262
 FC0262.The orthometric height was determined by differential leveling
 FC0262.and adjusted by the National Geodetic Survey in June 1991..
 FC0262
 FC0262.The geoid height was determined by GEOID03.
 FC0262
 FC0262.The dynamic height is computed by dividing the NAVD 88
 FC0262.geopotential number by the normal gravity value computed on the
 FC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0262.degrees latitude (g = 980.6199 gals.).
 FC0262
 FC0262.The modeled gravity was interpolated from observed gravity values.
 FC0262
 FC0262;                    North         East    Units  Estimated Accuracy
 FC0262;SPC TN       -   163,150.      750,900.      MT  (+/- 180 meters Scaled)
 FC0262
 FC0262                          SUPERSEDED SURVEY CONTROL
 FC0262
 FC0262  NGVD 29 (??/??/92)  252.551  (m)          828.58   (f) ADJ UNCH    2 0
 FC0262
 FC0262.Superseded values are not recommended for survey control.
 FC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0262.See file dsdata.txt to determine how the superseded data were derived.
 FC0262
 FC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE412641(NAD 83)
 FC0262_MARKER: DB = BENCH MARK DISK
 FC0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0262_STAMPING: C 238 1961
 FC0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0262+STABILITY: SURFACE MOTION
 FC0262
 FC0262  HISTORY     - Date     Condition        Report By
 FC0262  HISTORY     - 1961     MONUMENTED       CGS
 FC0262  HISTORY     - 1965     GOOD             NGS
 FC0262
 FC0262                          STATION DESCRIPTION
 FC0262
 FC0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0262'4.5 MI SW FROM EATON CROSSROADS.
 FC0262'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0262'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0262'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 2.85
 FC0262'MILES TO THE MARK ON THE RIGHT.  THE BENCH MARK IS ABOUT 0.15
 FC0262'MILE SOUTHWEST OF A LARGE BARN, ABOUT 200 FEET NORTHWEST OF
 FC0262'INTERSTATE ROUTE 75, 64 FEET NORTHEAST OF A POWERLINE POLE NO. 43,
 FC0262'18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 FC0262'11 FEET SOUTHWEST OF A LONE CEDAR TREE, AND 2.0 FEET WEST OF A
 FC0262'METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 FC0262'10-INCH, SQUARE, CONCRETE POST THAT PROJECTS ABOUT 4 INCHES AND
 FC0262'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  THE DISK IS STAMPED
 FC0262'C 238 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2054 ***********************************************************************
 GA2054  DESIGNATION -  C 239
 GA2054  PID         -  GA2054
 GA2054  STATE/COUNTY-  TN/JEFFERSON
 GA2054  USGS QUAD   -  MORRISTOWN (1979)
 GA2054
 GA2054                         *CURRENT SURVEY CONTROL
 GA2054  ___________________________________________________________________
 GA2054* NAD 83(1986)-  36 07 52.     (N)    083 19 08.     (W)     SCALED    
 GA2054* NAVD 88     -       363.966  (meters)    1194.11   (feet)  ADJUSTED  
 GA2054  ___________________________________________________________________
 GA2054  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA2054  DYNAMIC HT  -         363.626 (meters)    1193.00  (feet)  COMP
 GA2054  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA2054
 GA2054  VERT ORDER  -  SECOND    CLASS 0
 GA2054
 GA2054.The horizontal coordinates were scaled from a topographic map and have
 GA2054.an estimated accuracy of +/- 6 seconds.
 GA2054
 GA2054.The orthometric height was determined by differential leveling
 GA2054.and adjusted by the National Geodetic Survey in June 1991..
 GA2054
 GA2054.The geoid height was determined by GEOID03.
 GA2054
 GA2054.The dynamic height is computed by dividing the NAVD 88
 GA2054.geopotential number by the normal gravity value computed on the
 GA2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2054.degrees latitude (g = 980.6199 gals.).
 GA2054
 GA2054.The modeled gravity was interpolated from observed gravity values.
 GA2054
 GA2054;                    North         East    Units  Estimated Accuracy
 GA2054;SPC TN       -   202,770.      841,300.      MT  (+/- 180 meters Scaled)
 GA2054
 GA2054                          SUPERSEDED SURVEY CONTROL
 GA2054
 GA2054  NGVD 29 (??/??/92)  364.109  (m)         1194.58   (f) ADJ UNCH    2 0
 GA2054
 GA2054.Superseded values are not recommended for survey control.
 GA2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2054.See file dsdata.txt to determine how the superseded data were derived.
 GA2054
 GA2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA913009(NAD 83)
 GA2054_MARKER: DB = BENCH MARK DISK
 GA2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2054_STAMPING: C 239 1961
 GA2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2054+STABILITY: SURFACE MOTION
 GA2054
 GA2054  HISTORY     - Date     Condition        Report By
 GA2054  HISTORY     - 1961     MONUMENTED       CGS
 GA2054  HISTORY     - 1980     GOOD             NGS
 GA2054
 GA2054                          STATION DESCRIPTION
 GA2054
 GA2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2054'4 MI NW FROM WHITE PINE.
 GA2054'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2054'66A IN WHITE PINE, GO 1.8 MILE NORTH ON U.S. HIGHWAY 25E, THEN
 GA2054'2.2 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO A CURVE.  THE
 GA2054'BENCH MARK IS ABOUT 400 FT. NORTHWEST OF INTERSTATE 81, 85 FT.
 GA2054'WEST OF THE NORTHWEST CORNER OF A BARN, 15 FT. WEST OF THE
 GA2054'NORTHWEST CORNER OF A CONCRETE AND ROCK BRIDGE OVER A SMALL CREEK,
 GA2054'14 FT. NORTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 1.3 FT.
 GA2054'EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2054'PROJECTING 1 INCH AND IS ABOUT LEVEL WITH THE GRAVELED ROAD.
 GA2054
 GA2054                          STATION RECOVERY (1980)
 GA2054
 GA2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2054'THE MARK IS A FOOT NORTH OF A METAL WITNESS POST AND A FENCE LINE TO
 GA2054'REACH THE MARK FROM THE NO.4 INTERCHANGE OF INTERSTATE HWY 81 GO
 GA2054'NORTH ON PAVED ROAD FOR 0.4 MILE TO INTERSECTION OF STATE HIGHWAY 66,
 GA2054'TURN RIGHT AND GO EASTERLY ON HIGHWAY 66 FOR 2.7 MILES TO A CROSS
 GA2054'ROAD TURN RIGHT AND GO SOUTH ON HARDY ROAD FOR 2.0 MILES TO A CROSS
 GA2054'ROAD. TURN RIGHT ANG GO WEST ON ALLEN ROAD FOR 0.4 MILE TO THE MARK
 GA2054'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0165 ***********************************************************************
 GD0165  DESIGNATION -  C 24
 GD0165  PID         -  GD0165
 GD0165  STATE/COUNTY-  TN/HENRY
 GD0165  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0165
 GD0165                         *CURRENT SURVEY CONTROL
 GD0165  ___________________________________________________________________
 GD0165* NAD 83(1986)-  36 18 03.     (N)    088 12 09.     (W)     SCALED    
 GD0165* NAVD 88     -       118.242  (meters)     387.93   (feet)  ADJUSTED  
 GD0165  ___________________________________________________________________
 GD0165  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GD0165  DYNAMIC HT  -         118.145 (meters)     387.61  (feet)  COMP
 GD0165  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GD0165
 GD0165  VERT ORDER  -  SECOND    CLASS 0
 GD0165
 GD0165.The horizontal coordinates were scaled from a topographic map and have
 GD0165.an estimated accuracy of +/- 6 seconds.
 GD0165
 GD0165.The orthometric height was determined by differential leveling
 GD0165.and adjusted by the National Geodetic Survey in June 1991..
 GD0165
 GD0165.The geoid height was determined by GEOID03.
 GD0165
 GD0165.The dynamic height is computed by dividing the NAVD 88
 GD0165.geopotential number by the normal gravity value computed on the
 GD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0165.degrees latitude (g = 980.6199 gals.).
 GD0165
 GD0165.The modeled gravity was interpolated from observed gravity values.
 GD0165
 GD0165;                    North         East    Units  Estimated Accuracy
 GD0165;SPC TN       -   220,520.      402,190.      MT  (+/- 180 meters Scaled)
 GD0165
 GD0165                          SUPERSEDED SURVEY CONTROL
 GD0165
 GD0165  NGVD 29 (??/??/??)  118.287  (m)          388.08   (f) ADJUSTED    2 0
 GD0165
 GD0165.Superseded values are not recommended for survey control.
 GD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0165.See file dsdata.txt to determine how the superseded data were derived.
 GD0165
 GD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF920179(NAD 83)
 GD0165_MARKER: DB = BENCH MARK DISK
 GD0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0165_STAMPING: 388.319 C 24 1934
 GD0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0165+STABILITY: SURFACE MOTION
 GD0165
 GD0165  HISTORY     - Date     Condition        Report By
 GD0165  HISTORY     - 1934     MONUMENTED       CGS
 GD0165  HISTORY     - 1952     GOOD             CGS
 GD0165  HISTORY     - 1971     GOOD             NGS
 GD0165
 GD0165                          STATION DESCRIPTION
 GD0165
 GD0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0165'8.7 MI E FROM PARIS.
 GD0165'8.7 MILES EAST OF PARIS, 3.5 MILES WEST ALONG OLD RAILROAD FROM
 GD0165'THE OLD TOWN OF SPRINGVILLE, AT FARM ROAD CROSSING OLD RAILROAD WHICH
 GD0165'IS USED FOR A ROAD AT PRESENT TIME, 0.6 MILES WEST ALONG OLD
 GD0165'RAILROAD FROM COUNTY ROAD CROSSING, 25 FEET SOUTH OF OLD
 GD0165'RAILROAD, 10 FEET EAST OF FARM ROAD.  1 FOOT NORTH OF STEEL POST
 GD0165'WHICH CONTROL MARKER SIGN.  A STANDARD DISK STAMPED 388.319 C
 GD0165'24 1934, AND SET IN THE TOP OF A CONCRETE POST.
 GD0165
 GD0165                          STATION RECOVERY (1971)
 GD0165
 GD0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2065 ***********************************************************************
 GA2065  DESIGNATION -  C 240
 GA2065  PID         -  GA2065
 GA2065  STATE/COUNTY-  TN/HAMBLEN
 GA2065  USGS QUAD   -  SPRINGVALE (1980)
 GA2065
 GA2065                         *CURRENT SURVEY CONTROL
 GA2065  ___________________________________________________________________
 GA2065* NAD 83(1986)-  36 09 44.     (N)    083 13 28.     (W)     SCALED    
 GA2065* NAVD 88     -       350.461  (meters)    1149.80   (feet)  ADJUSTED  
 GA2065  ___________________________________________________________________
 GA2065  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA2065  DYNAMIC HT  -         350.135 (meters)    1148.73  (feet)  COMP
 GA2065  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 GA2065
 GA2065  VERT ORDER  -  SECOND    CLASS 0
 GA2065
 GA2065.The horizontal coordinates were scaled from a topographic map and have
 GA2065.an estimated accuracy of +/- 6 seconds.
 GA2065
 GA2065.The orthometric height was determined by differential leveling
 GA2065.and adjusted by the National Geodetic Survey in June 1991..
 GA2065
 GA2065.The geoid height was determined by GEOID03.
 GA2065
 GA2065.The dynamic height is computed by dividing the NAVD 88
 GA2065.geopotential number by the normal gravity value computed on the
 GA2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2065.degrees latitude (g = 980.6199 gals.).
 GA2065
 GA2065.The modeled gravity was interpolated from observed gravity values.
 GA2065
 GA2065;                    North         East    Units  Estimated Accuracy
 GA2065;SPC TN       -   206,460.      849,700.      MT  (+/- 180 meters Scaled)
 GA2065
 GA2065                          SUPERSEDED SURVEY CONTROL
 GA2065
 GA2065  NGVD 29 (??/??/92)  350.594  (m)         1150.24   (f) ADJ UNCH    2 0
 GA2065
 GA2065.Superseded values are not recommended for survey control.
 GA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2065.See file dsdata.txt to determine how the superseded data were derived.
 GA2065
 GA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA999042(NAD 83)
 GA2065_MARKER: DB = BENCH MARK DISK
 GA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2065_STAMPING: C 240 1961
 GA2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2065+STABILITY: SURFACE MOTION
 GA2065
 GA2065  HISTORY     - Date     Condition        Report By
 GA2065  HISTORY     - 1961     MONUMENTED       CGS
 GA2065  HISTORY     - 1980     GOOD             NGS
 GA2065
 GA2065                          STATION DESCRIPTION
 GA2065
 GA2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2065'5.8 MI NE FROM WHITE PINE.
 GA2065'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2065'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2065'0.5 MILE EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILE
 GA2065'SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 3.2 MILES
 GA2065'NORTHEAST ON A GRAVELED ROAD TO THE ST. PAUL PRESBYTERIAN CHURCH
 GA2065'ON THE LEFT.  THE BENCH MARK IS 153 FT. EAST AND ACROSS THE
 GA2065'ROAD FROM THE CHURCH, 2.7 FT. NORTH OF FENCE CORNER AND POWER
 GA2065'LINE POLE, 1.6 FT. WEST OF A FENCE, AND 2.3 FT. SOUTHWEST OF A
 GA2065'WITNESS SIGN.  THE BENCH MARK DISK IS SET IN TOP OF A CONCRETE
 GA2065'POST PROJECTING 2 INCHES AND IS ABOUT 1 FT. BELOW THE LEVEL OF
 GA2065'THE ROAD.
 GA2065
 GA2065                          STATION RECOVERY (1980)
 GA2065
 GA2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2065'THE MARK IS 14 FEET SOUTHEAST OF THE CENTERLINE OF ROAD , 4 FEET
 GA2065'NORTHEAST OF AN UNDERGROUND CABLE BOX AND 3 FEET WEST OF A FENCE
 GA2065'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1059 ***********************************************************************
 GA1059  DESIGNATION -  C 241
 GA1059  PID         -  GA1059
 GA1059  STATE/COUNTY-  TN/GREENE
 GA1059  USGS QUAD   -  BAILEYTON (1971)
 GA1059
 GA1059                         *CURRENT SURVEY CONTROL
 GA1059  ___________________________________________________________________
 GA1059* NAD 83(1986)-  36 20 58.     (N)    082 46 42.     (W)     SCALED    
 GA1059* NAVD 88     -       375.968  (meters)    1233.49   (feet)  ADJUSTED  
 GA1059  ___________________________________________________________________
 GA1059  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1059  DYNAMIC HT  -         375.619 (meters)    1232.34  (feet)  COMP
 GA1059  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 GA1059
 GA1059  VERT ORDER  -  SECOND    CLASS 0
 GA1059
 GA1059.The horizontal coordinates were scaled from a topographic map and have
 GA1059.an estimated accuracy of +/- 6 seconds.
 GA1059
 GA1059.The orthometric height was determined by differential leveling
 GA1059.and adjusted by the National Geodetic Survey in June 1991..
 GA1059
 GA1059.The geoid height was determined by GEOID03.
 GA1059
 GA1059.The dynamic height is computed by dividing the NAVD 88
 GA1059.geopotential number by the normal gravity value computed on the
 GA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1059.degrees latitude (g = 980.6199 gals.).
 GA1059
 GA1059.The modeled gravity was interpolated from observed gravity values.
 GA1059
 GA1059;                    North         East    Units  Estimated Accuracy
 GA1059;SPC TN       -   228,450.      889,140.      MT  (+/- 180 meters Scaled)
 GA1059
 GA1059                          SUPERSEDED SURVEY CONTROL
 GA1059
 GA1059  NGVD 29 (??/??/92)  376.106  (m)         1233.94   (f) ADJ UNCH    2 0
 GA1059
 GA1059.Superseded values are not recommended for survey control.
 GA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1059.See file dsdata.txt to determine how the superseded data were derived.
 GA1059
 GA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA404241(NAD 83)
 GA1059_MARKER: DB = BENCH MARK DISK
 GA1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1059_STAMPING: C 241 1961
 GA1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1059+STABILITY: SURFACE MOTION
 GA1059
 GA1059  HISTORY     - Date     Condition        Report By
 GA1059  HISTORY     - 1961     MONUMENTED       CGS
 GA1059
 GA1059                          STATION DESCRIPTION
 GA1059
 GA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1059'3.5 MI E FROM BAILEYTON.
 GA1059'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 3.5 MILES EAST ON THE
 GA1059'ROMEO ROAD TO THE NEW LEBANON CHURCH ON THE RIGHT.  THE BENCH MARK
 GA1059'IS 0.55 MILE EAST OF THE CANEY CREEK COMMUNITY, 200 FT. NORTHEAST
 GA1059'OF THE NORTHEAST CORNER OF THE CHURCH, 80 FT. SOUTH OF THE CENTER
 GA1059'OF PAVED ROAD, 88 FT. NORTHEAST OF A LARGE OAK TREE IN CHURCH YARD,
 GA1059'65 FT. EAST OF THE CENTER OF THE CHURCH DRIVE, 1.6 FT. WEST OF A
 GA1059'FENCE, AND 1.9 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GA1059'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH
 GA1059'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0330 ***********************************************************************
 GA0330  DESIGNATION -  C 242
 GA0330  PID         -  GA0330
 GA0330  STATE/COUNTY-  TN/SULLIVAN
 GA0330  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0330
 GA0330                         *CURRENT SURVEY CONTROL
 GA0330  ___________________________________________________________________
 GA0330* NAD 83(1986)-  36 31 59.     (N)    082 23 03.     (W)     SCALED    
 GA0330* NAVD 88     -       514.002  (meters)    1686.35   (feet)  ADJUSTED  
 GA0330  ___________________________________________________________________
 GA0330  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0330  DYNAMIC HT  -         513.529 (meters)    1684.80  (feet)  COMP
 GA0330  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA0330
 GA0330  VERT ORDER  -  SECOND    CLASS 0
 GA0330
 GA0330.The horizontal coordinates were scaled from a topographic map and have
 GA0330.an estimated accuracy of +/- 6 seconds.
 GA0330
 GA0330.The orthometric height was determined by differential leveling
 GA0330.and adjusted by the National Geodetic Survey in June 1991..
 GA0330
 GA0330.The geoid height was determined by GEOID03.
 GA0330
 GA0330.The dynamic height is computed by dividing the NAVD 88
 GA0330.geopotential number by the normal gravity value computed on the
 GA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0330.degrees latitude (g = 980.6199 gals.).
 GA0330
 GA0330.The modeled gravity was interpolated from observed gravity values.
 GA0330
 GA0330;                    North         East    Units  Estimated Accuracy
 GA0330;SPC TN       -   250,050.      923,740.      MT  (+/- 180 meters Scaled)
 GA0330
 GA0330                          SUPERSEDED SURVEY CONTROL
 GA0330
 GA0330  NGVD 29 (??/??/92)  514.140  (m)         1686.81   (f) ADJ UNCH    2 0
 GA0330
 GA0330.Superseded values are not recommended for survey control.
 GA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0330.See file dsdata.txt to determine how the superseded data were derived.
 GA0330
 GA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA760439(NAD 83)
 GA0330_MARKER: DB = BENCH MARK DISK
 GA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0330_STAMPING: C 242 1961
 GA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0330+STABILITY: SURFACE MOTION
 GA0330
 GA0330  HISTORY     - Date     Condition        Report By
 GA0330  HISTORY     - 1961     MONUMENTED       CGS
 GA0330
 GA0330                          STATION DESCRIPTION
 GA0330
 GA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0330'3.9 MI W FROM BLOUNTVILLE.
 GA0330'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.75 MILES WEST ON
 GA0330'U.S. HIGHWAY 11W TO A Y JUNCTION JUST AFTER PASSING A CEMETARY
 GA0330'ON THE RIGHT, THEN GO 0.15 MILE NORTH ON A GRAVELED ROAD.  THE
 GA0330'BENCH MARK IS 135 FT. NORTHEAST OF THE NORTHEAST CORNER OF AN
 GA0330'ABANDONED LOG BARN, 18 FT. NORTH OF A POWER LINE POLE, 17 FT.
 GA0330'WEST OF THE CENTER OF THE GRAVELED ROAD, 1 FT. EAST OF A FENCE,
 GA0330'AND 2.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GA0330'A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 2 FT. ABOVE
 GA0330'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0618 ***********************************************************************
 FC0618  DESIGNATION -  C 243
 FC0618  PID         -  FC0618
 FC0618  STATE/COUNTY-  TN/BRADLEY
 FC0618  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0618
 FC0618                         *CURRENT SURVEY CONTROL
 FC0618  ___________________________________________________________________
 FC0618* NAD 83(1986)-  35 10 37.     (N)    084 55 04.     (W)     SCALED    
 FC0618* NAVD 88     -       241.245  (meters)     791.48   (feet)  ADJUSTED  
 FC0618  ___________________________________________________________________
 FC0618  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0618  DYNAMIC HT  -         241.006 (meters)     790.70  (feet)  COMP
 FC0618  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 FC0618
 FC0618  VERT ORDER  -  SECOND    CLASS 0
 FC0618
 FC0618.The horizontal coordinates were scaled from a topographic map and have
 FC0618.an estimated accuracy of +/- 6 seconds.
 FC0618
 FC0618.The orthometric height was determined by differential leveling
 FC0618.and adjusted by the National Geodetic Survey in June 1991..
 FC0618
 FC0618.The geoid height was determined by GEOID03.
 FC0618
 FC0618.The dynamic height is computed by dividing the NAVD 88
 FC0618.geopotential number by the normal gravity value computed on the
 FC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0618.degrees latitude (g = 980.6199 gals.).
 FC0618
 FC0618.The modeled gravity was interpolated from observed gravity values.
 FC0618
 FC0618;                    North         East    Units  Estimated Accuracy
 FC0618;SPC TN       -    94,140.      698,580.      MT  (+/- 180 meters Scaled)
 FC0618
 FC0618                          SUPERSEDED SURVEY CONTROL
 FC0618
 FC0618  NGVD 29 (??/??/92)  241.265  (m)          791.55   (f) ADJ UNCH    2 0
 FC0618
 FC0618.Superseded values are not recommended for survey control.
 FC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0618.See file dsdata.txt to determine how the superseded data were derived.
 FC0618
 FC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD896946(NAD 83)
 FC0618_MARKER: DB = BENCH MARK DISK
 FC0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0618_STAMPING: C 243 1961
 FC0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0618+STABILITY: SURFACE MOTION
 FC0618
 FC0618  HISTORY     - Date     Condition        Report By
 FC0618  HISTORY     - 1961     MONUMENTED       CGS
 FC0618  HISTORY     - 1967     GOOD             NGS
 FC0618
 FC0618                          STATION DESCRIPTION
 FC0618
 FC0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0618'3 MI W FROM CLEVELAND.
 FC0618'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0618'FOR 0.75 MILES TO THE JUNCTION OF GEORGETOWN PIKE AND HARRISON
 FC0618'PIKE, GO WEST ON HARRISON PIKE 2.25 MILES TO PROSPECT SCHOOL
 FC0618'AND STORE AND SINCLAIR STATION AND MARK ON THE RIGHT, 85 FEET
 FC0618'SOUTH OF SOUTHEAST CORNER OF STORE, 68 FEET EAST OF CENTER OF A
 FC0618'CROSS ROAD, 1.4 FEET NORTHEAST OF POWER LINE POLE 72, 1.4 FEET
 FC0618'SOUTHWEST OF A WITNESS SIGN.  A STANDARD DISK SET IN THE TOP OF
 FC0618'A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 4 FEET ABOVE THE
 FC0618'LEVEL OF THE ROAD.
 FC0618
 FC0618                          STATION RECOVERY (1967)
 FC0618
 FC0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0552 ***********************************************************************
 FC0552  DESIGNATION -  C 244
 FC0552  PID         -  FC0552
 FC0552  STATE/COUNTY-  TN/MCMINN
 FC0552  USGS QUAD   -  RICEVILLE (1990)
 FC0552
 FC0552                         *CURRENT SURVEY CONTROL
 FC0552  ___________________________________________________________________
 FC0552* NAD 83(1986)-  35 23 53.     (N)    084 42 36.     (W)     SCALED    
 FC0552* NAVD 88     -       231.004  (meters)     757.89   (feet)  ADJUSTED  
 FC0552  ___________________________________________________________________
 FC0552  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0552  DYNAMIC HT  -         230.778 (meters)     757.14  (feet)  COMP
 FC0552  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 FC0552
 FC0552  VERT ORDER  -  SECOND    CLASS 0
 FC0552
 FC0552.The horizontal coordinates were scaled from a topographic map and have
 FC0552.an estimated accuracy of +/- 6 seconds.
 FC0552
 FC0552.The orthometric height was determined by differential leveling
 FC0552.and adjusted by the National Geodetic Survey in June 1991..
 FC0552
 FC0552.The geoid height was determined by GEOID03.
 FC0552
 FC0552.The dynamic height is computed by dividing the NAVD 88
 FC0552.geopotential number by the normal gravity value computed on the
 FC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0552.degrees latitude (g = 980.6199 gals.).
 FC0552
 FC0552.The modeled gravity was interpolated from observed gravity values.
 FC0552
 FC0552;                    North         East    Units  Estimated Accuracy
 FC0552;SPC TN       -   118,900.      717,180.      MT  (+/- 180 meters Scaled)
 FC0552
 FC0552                          SUPERSEDED SURVEY CONTROL
 FC0552
 FC0552  NGVD 29 (??/??/92)  231.066  (m)          758.09   (f) ADJ UNCH    2 0
 FC0552
 FC0552.Superseded values are not recommended for survey control.
 FC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0552.See file dsdata.txt to determine how the superseded data were derived.
 FC0552
 FC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE079195(NAD 83)
 FC0552_MARKER: DB = BENCH MARK DISK
 FC0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0552_STAMPING: C 244 1961
 FC0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0552+STABILITY: SURFACE MOTION
 FC0552
 FC0552  HISTORY     - Date     Condition        Report By
 FC0552  HISTORY     - 1961     MONUMENTED       CGS
 FC0552
 FC0552                          STATION DESCRIPTION
 FC0552
 FC0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0552'2.2 MI N FROM RICEVILLE.
 FC0552'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD FOR
 FC0552'0.L MILE, CROSSING RAILROAD TRACKS, TO THE JUNCTION OF U.S.
 FC0552'HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 FOR 0.35 MILE TO A
 FC0552'CROSSROAD, TURN LEFT ON AN OILED ROAD FOR 1.1 MILES TO A STEEL
 FC0552'BRIDGE, CONTINUE STRAIGHT AHEAD CROSSING BRIDGE FOR 0.1 MILE
 FC0552'TO A SIDE ROAD RIGHT, TURN RIGHT ON A GRAVELED ROAD FOR 0.5
 FC0552'MILE TO A POINT WHERE THE ROAD TURNS LEFT AND THE MARK ON THE
 FC0552'LEFT.  ABOUT 500 FEET SOUTHEAST OF INTERSTATE HIGHWAY, ABOUT
 FC0552'150 FEET NORTHWEST OF A HOUSE, ABOUT 140 WEST OF THE CURVE IN
 FC0552'THE ROAD, 33 FEET SOUTHWEST OF THE SOUTH CORNER OF A CORRUGATED
 FC0552'PIPE CULVERT UNDER THE ROAD, 23 FEET SOUTH OF CENTER LINE OF THE
 FC0552'ROAD, 3.4 FEET SOUTH OF A WITNESS SIGN AND 4 FEET ABOVE THE
 FC0552'LEVEL OF THE ROAD.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0552'PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1231 ***********************************************************************
 FC1231  DESIGNATION -  C 245
 FC1231  PID         -  FC1231
 FC1231  STATE/COUNTY-  TN/HAMILTON
 FC1231  USGS QUAD   -  OOLTEWAH (1976)
 FC1231
 FC1231                         *CURRENT SURVEY CONTROL
 FC1231  ___________________________________________________________________
 FC1231* NAD 83(1986)-  35 04 48.     (N)    085 05 26.     (W)     SCALED    
 FC1231* NAVD 88     -       259.949  (meters)     852.85   (feet)  ADJUSTED  
 FC1231  ___________________________________________________________________
 FC1231  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC1231  DYNAMIC HT  -         259.690 (meters)     852.00  (feet)  COMP
 FC1231  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 FC1231
 FC1231  VERT ORDER  -  SECOND    CLASS 0
 FC1231
 FC1231.The horizontal coordinates were scaled from a topographic map and have
 FC1231.an estimated accuracy of +/- 6 seconds.
 FC1231
 FC1231.The orthometric height was determined by differential leveling
 FC1231.and adjusted by the National Geodetic Survey in June 1991..
 FC1231
 FC1231.The geoid height was determined by GEOID03.
 FC1231
 FC1231.The dynamic height is computed by dividing the NAVD 88
 FC1231.geopotential number by the normal gravity value computed on the
 FC1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1231.degrees latitude (g = 980.6199 gals.).
 FC1231
 FC1231.The modeled gravity was interpolated from observed gravity values.
 FC1231
 FC1231;                    North         East    Units  Estimated Accuracy
 FC1231;SPC TN       -    83,230.      682,940.      MT  (+/- 180 meters Scaled)
 FC1231
 FC1231                          SUPERSEDED SURVEY CONTROL
 FC1231
 FC1231  NGVD 29 (??/??/92)  259.966  (m)          852.91   (f) ADJ UNCH    2 0
 FC1231
 FC1231.Superseded values are not recommended for survey control.
 FC1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1231.See file dsdata.txt to determine how the superseded data were derived.
 FC1231
 FC1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD740835(NAD 83)
 FC1231_MARKER: DB = BENCH MARK DISK
 FC1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1231_SP_SET: CULVERT
 FC1231_STAMPING: C 245 1961
 FC1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1231
 FC1231  HISTORY     - Date     Condition        Report By
 FC1231  HISTORY     - 1961     MONUMENTED       CGS
 FC1231  HISTORY     - 1962     GOOD             NGS
 FC1231  HISTORY     - 1972     GOOD             TVA
 FC1231  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1231
 FC1231                          STATION DESCRIPTION
 FC1231
 FC1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1231'1.7 MI W FROM OOLTEWAH.
 FC1231'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE
 FC1231'IN OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 1.7 MILES TO THE MARK
 FC1231'ON THE RIGHT, CEMENTED IN A DRILLED HOLE IN THE CENTER OF THE
 FC1231'NORTH HEADWALL OF A CULVERT UNDER THE HIGHWAY.  49 FEET SOUTH OF
 FC1231'A FENCE LINE, 40 FEET NORTH OF HIGHWAY GUARD RAIL AND ABOUT 13
 FC1231'FEET BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK.
 FC1231
 FC1231                          STATION RECOVERY (1972)
 FC1231
 FC1231'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1231'RECOVERED IN GOOD CONDITION.
 FC1231
 FC1231                          STATION RECOVERY (1983)
 FC1231
 FC1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1231'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1454 ***********************************************************************
 FC1454  DESIGNATION -  C 246
 FC1454  PID         -  FC1454
 FC1454  STATE/COUNTY-  TN/MARION
 FC1454  USGS QUAD   -  SEQUATCHIE (1982)
 FC1454
 FC1454                         *CURRENT SURVEY CONTROL
 FC1454  ___________________________________________________________________
 FC1454* NAD 83(1986)-  35 04 22.     (N)    085 36 57.     (W)     SCALED    
 FC1454* NAVD 88     -       189.441  (meters)     621.52   (feet)  ADJUSTED  
 FC1454  ___________________________________________________________________
 FC1454  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1454  DYNAMIC HT  -         189.258 (meters)     620.92  (feet)  COMP
 FC1454  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 FC1454
 FC1454  VERT ORDER  -  SECOND    CLASS 0
 FC1454
 FC1454.The horizontal coordinates were scaled from a topographic map and have
 FC1454.an estimated accuracy of +/- 6 seconds.
 FC1454
 FC1454.The orthometric height was determined by differential leveling
 FC1454.and adjusted by the National Geodetic Survey in June 1991..
 FC1454
 FC1454.The geoid height was determined by GEOID03.
 FC1454
 FC1454.The dynamic height is computed by dividing the NAVD 88
 FC1454.geopotential number by the normal gravity value computed on the
 FC1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1454.degrees latitude (g = 980.6199 gals.).
 FC1454
 FC1454.The modeled gravity was interpolated from observed gravity values.
 FC1454
 FC1454;                    North         East    Units  Estimated Accuracy
 FC1454;SPC TN       -    82,110.      635,040.      MT  (+/- 180 meters Scaled)
 FC1454
 FC1454                          SUPERSEDED SURVEY CONTROL
 FC1454
 FC1454  NGVD 29 (??/??/92)  189.453  (m)          621.56   (f) ADJ UNCH    2 0
 FC1454
 FC1454.Superseded values are not recommended for survey control.
 FC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1454.See file dsdata.txt to determine how the superseded data were derived.
 FC1454
 FC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD262819(NAD 83)
 FC1454_MARKER: DB = BENCH MARK DISK
 FC1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1454_SP_SET: BRIDGE
 FC1454_STAMPING: C 246 1962
 FC1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1454
 FC1454  HISTORY     - Date     Condition        Report By
 FC1454  HISTORY     - 1962     MONUMENTED       CGS
 FC1454
 FC1454                          STATION DESCRIPTION
 FC1454
 FC1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1454'0.6 MI SE FROM JASPER.
 FC1454'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST
 FC1454'ON U.S. HIGHWAYS 41-64-72 FOR 0.6 MILE TO THE MARK SET IN THE
 FC1454'SOUTHWEST WINGWALL OF A BRIDGE OVER STANDIFER BRANCH, 90 FEET
 FC1454'EAST OF THE NORTHEAST CORNER OF A TAVERN, 36.0 FEET SOUTHEAST OF
 FC1454'JASPER CITY LIMITS SIGN, AND 17.0 FEET SOUTH OF THE CENTER OF
 FC1454'U.S. HIGHWAYS 41-64-72.  A STANDARD DISK DRILLED IN A CONCRETE
 FC1454'BRIDGE ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1807 ***********************************************************************
 GA1807  DESIGNATION -  C 247
 GA1807  PID         -  GA1807
 GA1807  STATE/COUNTY-  TN/HAMBLEN
 GA1807  USGS QUAD   -  TALBOTT (1980)
 GA1807
 GA1807                         *CURRENT SURVEY CONTROL
 GA1807  ___________________________________________________________________
 GA1807* NAD 83(1986)-  36 10 47.     (N)    083 22 39.     (W)     SCALED    
 GA1807* NAVD 88     -       392.074  (meters)    1286.33   (feet)  ADJUSTED  
 GA1807  ___________________________________________________________________
 GA1807  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1807  DYNAMIC HT  -         391.713 (meters)    1285.15  (feet)  COMP
 GA1807  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 GA1807
 GA1807  VERT ORDER  -  FIRST     CLASS I
 GA1807
 GA1807.This mark is at Moore-Murrell Airport (MOR)
 GA1807
 GA1807.The horizontal coordinates were scaled from a topographic map and have
 GA1807.an estimated accuracy of +/- 6 seconds.
 GA1807
 GA1807.The orthometric height was determined by differential leveling
 GA1807.and adjusted by the National Geodetic Survey in June 1991..
 GA1807
 GA1807.The geoid height was determined by GEOID03.
 GA1807
 GA1807.The dynamic height is computed by dividing the NAVD 88
 GA1807.geopotential number by the normal gravity value computed on the
 GA1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1807.degrees latitude (g = 980.6199 gals.).
 GA1807
 GA1807.The modeled gravity was interpolated from observed gravity values.
 GA1807
 GA1807;                    North         East    Units  Estimated Accuracy
 GA1807;SPC TN       -   208,020.      835,880.      MT  (+/- 180 meters Scaled)
 GA1807
 GA1807                          SUPERSEDED SURVEY CONTROL
 GA1807
 GA1807  NGVD 29 (??/??/92)  392.200  (m)         1286.74   (f) ADJ UNCH    1 1
 GA1807
 GA1807.Superseded values are not recommended for survey control.
 GA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1807.See file dsdata.txt to determine how the superseded data were derived.
 GA1807
 GA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA861065(NAD 83)
 GA1807_MARKER: DB = BENCH MARK DISK
 GA1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1807_SP_SET: BUILDING
 GA1807_STAMPING: C 247 1967
 GA1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1807
 GA1807  HISTORY     - Date     Condition        Report By
 GA1807  HISTORY     - 1967     MONUMENTED       CGS
 GA1807
 GA1807                          STATION DESCRIPTION
 GA1807
 GA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1807'5.2 MI SW FROM MORRISTOWN.
 GA1807'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1807'MORRISTOWN, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK TOPPED ROAD,
 GA1807'AT THE MORRISTOWN MUNICIPAL AIRPORT, SET VERTICALLY IN THE
 GA1807'NORTHWEST FACE AND NEAR THE WEST CORNER OF THE NEW ADMINISTRATION
 GA1807'BUILDING (UNDER CONSTRUCTION IN 1967), 3 FEET NORTHEAST OF THE
 GA1807'WEST CORNER OF THE BUILDING AND 1.9 FEET ABOVE THE LEVEL OF THE
 GA1807'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2206 ***********************************************************************
 GA2206  DESIGNATION -  C 248
 GA2206  PID         -  GA2206
 GA2206  STATE/COUNTY-  TN/JEFFERSON
 GA2206  USGS QUAD   -  MASCOT (1987)
 GA2206
 GA2206                         *CURRENT SURVEY CONTROL
 GA2206  ___________________________________________________________________
 GA2206* NAD 83(1986)-  36 04 03.     (N)    083 40 38.     (W)     SCALED    
 GA2206* NAVD 88     -       278.480  (meters)     913.65   (feet)  ADJUSTED  
 GA2206  ___________________________________________________________________
 GA2206  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2206  DYNAMIC HT  -         278.224 (meters)     912.81  (feet)  COMP
 GA2206  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2206
 GA2206  VERT ORDER  -  FIRST     CLASS I
 GA2206
 GA2206.The horizontal coordinates were scaled from a topographic map and have
 GA2206.an estimated accuracy of +/- 6 seconds.
 GA2206
 GA2206.The orthometric height was determined by differential leveling
 GA2206.and adjusted by the National Geodetic Survey in June 1991..
 GA2206
 GA2206.The geoid height was determined by GEOID03.
 GA2206
 GA2206.The dynamic height is computed by dividing the NAVD 88
 GA2206.geopotential number by the normal gravity value computed on the
 GA2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2206.degrees latitude (g = 980.6199 gals.).
 GA2206
 GA2206.The modeled gravity was interpolated from observed gravity values.
 GA2206
 GA2206;                    North         East    Units  Estimated Accuracy
 GA2206;SPC TN       -   194,890.      809,220.      MT  (+/- 180 meters Scaled)
 GA2206
 GA2206                          SUPERSEDED SURVEY CONTROL
 GA2206
 GA2206  NGVD 29 (??/??/92)  278.606  (m)          914.06   (f) ADJ UNCH    1 1
 GA2206
 GA2206.Superseded values are not recommended for survey control.
 GA2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2206.See file dsdata.txt to determine how the superseded data were derived.
 GA2206
 GA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV588947(NAD 83)
 GA2206_MARKER: DB = BENCH MARK DISK
 GA2206_SETTING: 66 = SET IN ROCK OUTCROP
 GA2206_SP_SET: ROCK LEDGE
 GA2206_STAMPING: C 248 1967
 GA2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2206+STABILITY: POSITION/ELEVATION WELL
 GA2206
 GA2206  HISTORY     - Date     Condition        Report By
 GA2206  HISTORY     - 1967     MONUMENTED       CGS
 GA2206
 GA2206                          STATION DESCRIPTION
 GA2206
 GA2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2206'0.6 MI E FROM STRAWBERRY PLAINS.
 GA2206'ABOUT 0.6 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2206'OFFICE AT STRAWBERRY PLAINS, ABOUT 70 YARDS EAST OF THE JUNCTION
 GA2206'OF A GRAVELED ROAD LEADING NORTH, SET ON THE TOP OF A ROCK LEDGE
 GA2206'WHICH IS 18 FEET LONG AND 3 FEET HIGH AND IS PART OF A HILLSIDE
 GA2206'ON SOUTH SIDE OF THE ROAD, 21 1/2 FEET SOUTH OF THE CENTER LINE
 GA2206'OF THE ROAD, 6 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE LEDGE,
 GA2206'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1888 ***********************************************************************
 FB1888  DESIGNATION -  C 249
 FB1888  PID         -  FB1888
 FB1888  STATE/COUNTY-  TN/KNOX
 FB1888  USGS QUAD   -  KNOXVILLE (1978)
 FB1888
 FB1888                         *CURRENT SURVEY CONTROL
 FB1888  ___________________________________________________________________
 FB1888* NAD 83(1986)-  35 57 54.     (N)    083 55 35.     (W)     SCALED    
 FB1888* NAVD 88     -       269.821  (meters)     885.24   (feet)  ADJUSTED  
 FB1888  ___________________________________________________________________
 FB1888  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1888  DYNAMIC HT  -         269.572 (meters)     884.42  (feet)  COMP
 FB1888  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FB1888
 FB1888  VERT ORDER  -  FIRST     CLASS I
 FB1888
 FB1888.The horizontal coordinates were scaled from a topographic map and have
 FB1888.an estimated accuracy of +/- 6 seconds.
 FB1888
 FB1888.The orthometric height was determined by differential leveling
 FB1888.and adjusted by the National Geodetic Survey in June 1991..
 FB1888.WARNING-Repeat measurements at this control monument indicate possible
 FB1888.vertical movement.
 FB1888
 FB1888.The geoid height was determined by GEOID03.
 FB1888
 FB1888.The dynamic height is computed by dividing the NAVD 88
 FB1888.geopotential number by the normal gravity value computed on the
 FB1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1888.degrees latitude (g = 980.6199 gals.).
 FB1888
 FB1888.The modeled gravity was interpolated from observed gravity values.
 FB1888
 FB1888;                    North         East    Units  Estimated Accuracy
 FB1888;SPC TN       -   183,010.      787,020.      MT  (+/- 180 meters Scaled)
 FB1888
 FB1888                          SUPERSEDED SURVEY CONTROL
 FB1888
 FB1888  NGVD 29 (??/??/92)  269.955  (m)          885.68   (f) ADJ UNCH    1 1
 FB1888
 FB1888.Superseded values are not recommended for survey control.
 FB1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1888.See file dsdata.txt to determine how the superseded data were derived.
 FB1888
 FB1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360840(NAD 83)
 FB1888_MARKER: DB = BENCH MARK DISK
 FB1888_SETTING: 66 = SET IN ROCK OUTCROP
 FB1888_SP_SET: ROCK LEDGE
 FB1888_STAMPING: C 249 1967
 FB1888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1888+STABILITY: POSITION/ELEVATION WELL
 FB1888
 FB1888  HISTORY     - Date     Condition        Report By
 FB1888  HISTORY     - 1967     MONUMENTED       CGS
 FB1888  HISTORY     - 1968     GOOD             NGS
 FB1888  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1888
 FB1888                          STATION DESCRIPTION
 FB1888
 FB1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1888'AT KNOXVILLE.
 FB1888'AT KNOXVILLE, ABOUT 0.4 MILE SOUTHWEST ALONG THE SOUTHERN
 FB1888'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHWEST OF THE
 FB1888'LOUISVILLE AND NASHVILLE RAILROAD STATION, 77 FEET NORTH OF THE
 FB1888'NORTHWEST CORNER OF THE NORTH LEG OF THE EAST PIER UNDER WESTERN
 FB1888'AVENUE OVERPASS OVER THE TRACK, SET ON THE TOP OF A ROCK LEDGE
 FB1888'WHICH IS ABOUT 35 FEET LONG BY 6 FEET HIGH AT THE HIGHEST POINT,
 FB1888'13.4 FEET EAST OF THE EAST RAIL, 20 FEET WEST OF THE CENTER
 FB1888'LINE OF A BLACKTOP STREET, ABOUT LEVEL WITH THE STREET AND 6 FEET
 FB1888'ABOVE THE LEVEL OF THE TRACK.
 FB1888
 FB1888                          STATION RECOVERY (1982)
 FB1888
 FB1888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1672 ***********************************************************************
 GC1672  DESIGNATION -  C 25
 GC1672  PID         -  GC1672
 GC1672  STATE/COUNTY-  TN/MONTGOMERY
 GC1672  USGS QUAD   -  NEEDMORE (1983)
 GC1672
 GC1672                         *CURRENT SURVEY CONTROL
 GC1672  ___________________________________________________________________
 GC1672* NAD 83(1986)-  36 25 18.     (N)    087 34 39.     (W)     SCALED    
 GC1672* NAVD 88     -       115.430  (meters)     378.71   (feet)  ADJUSTED  
 GC1672  ___________________________________________________________________
 GC1672  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1672  DYNAMIC HT  -         115.333 (meters)     378.39  (feet)  COMP
 GC1672  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GC1672
 GC1672  VERT ORDER  -  SECOND    CLASS 0
 GC1672
 GC1672.The horizontal coordinates were scaled from a topographic map and have
 GC1672.an estimated accuracy of +/- 6 seconds.
 GC1672
 GC1672.The orthometric height was determined by differential leveling
 GC1672.and adjusted by the National Geodetic Survey in June 1991..
 GC1672
 GC1672.The geoid height was determined by GEOID03.
 GC1672
 GC1672.The dynamic height is computed by dividing the NAVD 88
 GC1672.geopotential number by the normal gravity value computed on the
 GC1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1672.degrees latitude (g = 980.6199 gals.).
 GC1672
 GC1672.The modeled gravity was interpolated from observed gravity values.
 GC1672
 GC1672;                    North         East    Units  Estimated Accuracy
 GC1672;SPC TN       -   232,840.      458,530.      MT  (+/- 180 meters Scaled)
 GC1672
 GC1672                          SUPERSEDED SURVEY CONTROL
 GC1672
 GC1672  NGVD 29 (??/??/92)  115.483  (m)          378.88   (f) ADJ UNCH    2 0
 GC1672
 GC1672.Superseded values are not recommended for survey control.
 GC1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1672.See file dsdata.txt to determine how the superseded data were derived.
 GC1672
 GC1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF482308(NAD 83)
 GC1672_MARKER: DB = BENCH MARK DISK
 GC1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1672_SP_SET: BRIDGE
 GC1672_STAMPING: 379.130 C 25 1934
 GC1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1672
 GC1672  HISTORY     - Date     Condition        Report By
 GC1672  HISTORY     - 1934     MONUMENTED       CGS
 GC1672
 GC1672                          STATION DESCRIPTION
 GC1672
 GC1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1672'0.9 MI NE FROM SAILORS REST.
 GC1672'0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1672'FROM SAILORS REST, MONTGOMERY COUNTY, 150 YARDS NORTHEAST OF
 GC1672'MILEPOST 195, AT BRIDGE NO. 34 OVER YELLOW CREEK, IN THE TOP
 GC1672'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 1 FOOT SOUTH OF
 GC1672'THE NORTH FACE, AND 3 YARDS WEST OF THE CENTERLINE OF THE TRACK.
 GC1672'A STANDARD DISK, STAMPED 379.130 C 25 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0853 ***********************************************************************
 GB0853  DESIGNATION -  C 250
 GB0853  PID         -  GB0853
 GB0853  STATE/COUNTY-  TN/MORGAN
 GB0853  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0853
 GB0853                         *CURRENT SURVEY CONTROL
 GB0853  ___________________________________________________________________
 GB0853* NAD 83(1986)-  36 02 55.     (N)    084 36 50.     (W)     SCALED    
 GB0853* NAVD 88     -       257.275  (meters)     844.08   (feet)  ADJUSTED  
 GB0853  ___________________________________________________________________
 GB0853  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB0853  DYNAMIC HT  -         257.043 (meters)     843.32  (feet)  COMP
 GB0853  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 GB0853
 GB0853  VERT ORDER  -  FIRST     CLASS I
 GB0853
 GB0853.The horizontal coordinates were scaled from a topographic map and have
 GB0853.an estimated accuracy of +/- 6 seconds.
 GB0853
 GB0853.The orthometric height was determined by differential leveling
 GB0853.and adjusted by the National Geodetic Survey in June 1991..
 GB0853
 GB0853.The geoid height was determined by GEOID03.
 GB0853
 GB0853.The dynamic height is computed by dividing the NAVD 88
 GB0853.geopotential number by the normal gravity value computed on the
 GB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0853.degrees latitude (g = 980.6199 gals.).
 GB0853
 GB0853.The modeled gravity was interpolated from observed gravity values.
 GB0853
 GB0853;                    North         East    Units  Estimated Accuracy
 GB0853;SPC TN       -   191,190.      724,890.      MT  (+/- 180 meters Scaled)
 GB0853
 GB0853                          SUPERSEDED SURVEY CONTROL
 GB0853
 GB0853  NGVD 29 (??/??/92)  257.390  (m)          844.45   (f) ADJ UNCH    1 1
 GB0853
 GB0853.Superseded values are not recommended for survey control.
 GB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0853.See file dsdata.txt to determine how the superseded data were derived.
 GB0853
 GB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE149919(NAD 83)
 GB0853_MARKER: DB = BENCH MARK DISK
 GB0853_SETTING: 66 = SET IN ROCK OUTCROP
 GB0853_SP_SET: ROCK CUT
 GB0853_STAMPING: C 250 1968
 GB0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0853+STABILITY: POSITION/ELEVATION WELL
 GB0853
 GB0853  HISTORY     - Date     Condition        Report By
 GB0853  HISTORY     - 1968     MONUMENTED       CGS
 GB0853
 GB0853                          STATION DESCRIPTION
 GB0853
 GB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0853'5.6 MI NW FROM OAKDALE.
 GB0853'ABOUT 5.65 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0853'STATION AT OAKDALE, 0.55 MILE NORTHWEST OF THE NORTHWEST END OF A
 GB0853'STEEL RAILROAD BRIDGE OVER CROOKED FORK, 0.35 MILE NORTHWEST OF
 GB0853'MILEPOST 249, SET IN THE TOP AND 1.4 FEET NORTHEAST OF THE SOUTHWEST
 GB0853'EDGE OF A 3-FOOT LEDGE ON THE NORTHEAST ROCK WALL OF A CUT FOR
 GB0853'THE RAILROAD, 23 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET
 GB0853'SOUTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, AND ABOUT
 GB0853'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1035 ***********************************************************************
 GD1035  DESIGNATION -  C 251
 GD1035  PID         -  GD1035
 GD1035  STATE/COUNTY-  TN/LAKE
 GD1035  USGS QUAD   -  TENNEMO (1983)
 GD1035
 GD1035                         *CURRENT SURVEY CONTROL
 GD1035  ___________________________________________________________________
 GD1035* NAD 83(1986)-  36 13 30.     (N)    089 33 37.     (W)     SCALED    
 GD1035* NAVD 88     -        81.723  (meters)     268.12   (feet)  ADJUSTED  
 GD1035  ___________________________________________________________________
 GD1035  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1035  DYNAMIC HT  -          81.656 (meters)     267.90  (feet)  COMP
 GD1035  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GD1035
 GD1035  VERT ORDER  -  FIRST     CLASS I
 GD1035
 GD1035.The horizontal coordinates were scaled from a topographic map and have
 GD1035.an estimated accuracy of +/- 6 seconds.
 GD1035
 GD1035.The orthometric height was determined by differential leveling
 GD1035.and adjusted by the National Geodetic Survey in June 1991..
 GD1035
 GD1035.The geoid height was determined by GEOID03.
 GD1035
 GD1035.The dynamic height is computed by dividing the NAVD 88
 GD1035.geopotential number by the normal gravity value computed on the
 GD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1035.degrees latitude (g = 980.6199 gals.).
 GD1035
 GD1035.The modeled gravity was interpolated from observed gravity values.
 GD1035
 GD1035;                    North         East    Units  Estimated Accuracy
 GD1035;SPC TN       -   215,700.      279,990.      MT  (+/- 180 meters Scaled)
 GD1035
 GD1035                          SUPERSEDED SURVEY CONTROL
 GD1035
 GD1035  NGVD 29 (??/??/??)   81.643  (m)          267.86   (f) ADJUSTED    1 1
 GD1035
 GD1035.Superseded values are not recommended for survey control.
 GD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1035.See file dsdata.txt to determine how the superseded data were derived.
 GD1035
 GD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF698119(NAD 83)
 GD1035_MARKER: DB = BENCH MARK DISK
 GD1035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1035+WITH SETTING: INTO GROUND
 GD1035_SP_SET: METAL ROD WITH BASE PLATE
 GD1035_STAMPING: C 251 1976
 GD1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1035+STABILITY: SURFACE MOTION
 GD1035
 GD1035  HISTORY     - Date     Condition        Report By
 GD1035  HISTORY     - 1976     MONUMENTED       NGS
 GD1035  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD1035
 GD1035                          STATION DESCRIPTION
 GD1035
 GD1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1035'5.6 MI SW FROM RIDGLEY.
 GD1035'1.5 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS
 GD1035'CENTRAL RAILROAD STATION AT RIDGELY, THENCE SOUTH ON COUNTY ROAD
 GD1035'8157 FOR 0.6 MILE, THENCE SOUTH 2.8 MILE ON COUNTY ROAD 8151,
 GD1035'THENCE WEST 1.0 MILE ON STATE HIGHWAY 79, 3.0 FEET SOUTH OF A
 GD1035'POWERLINE POLE, 42.6 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 GD1035'AND ABOUT 0.05 MILE EAST OF A WOODEN BRIDGE.
 GD1035
 GD1035                          STATION RECOVERY (2002)
 GD1035
 GD1035'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1035'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0459 ***********************************************************************
 FC0459  DESIGNATION -  C 256
 FC0459  PID         -  FC0459
 FC0459  STATE/COUNTY-  TN/BRADLEY
 FC0459  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0459
 FC0459                         *CURRENT SURVEY CONTROL
 FC0459  ___________________________________________________________________
 FC0459* NAD 83(1986)-  35 08 04.     (N)    084 53 05.     (W)     SCALED    
 FC0459* NAVD 88     -       269.312  (meters)     883.57   (feet)  ADJUSTED  
 FC0459  ___________________________________________________________________
 FC0459  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0459  DYNAMIC HT  -         269.045 (meters)     882.69  (feet)  COMP
 FC0459  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FC0459
 FC0459  VERT ORDER  -  FIRST     CLASS I
 FC0459
 FC0459.The horizontal coordinates were scaled from a topographic map and have
 FC0459.an estimated accuracy of +/- 6 seconds.
 FC0459
 FC0459.The orthometric height was determined by differential leveling
 FC0459.and adjusted by the National Geodetic Survey in June 1991..
 FC0459
 FC0459.The geoid height was determined by GEOID03.
 FC0459
 FC0459.The dynamic height is computed by dividing the NAVD 88
 FC0459.geopotential number by the normal gravity value computed on the
 FC0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0459.degrees latitude (g = 980.6199 gals.).
 FC0459
 FC0459.The modeled gravity was interpolated from observed gravity values.
 FC0459
 FC0459;                    North         East    Units  Estimated Accuracy
 FC0459;SPC TN       -    89,460.      701,650.      MT  (+/- 180 meters Scaled)
 FC0459
 FC0459                          SUPERSEDED SURVEY CONTROL
 FC0459
 FC0459  NGVD 29 (??/??/92)  269.317  (m)          883.58   (f) ADJ UNCH    1 1
 FC0459
 FC0459.Superseded values are not recommended for survey control.
 FC0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0459.See file dsdata.txt to determine how the superseded data were derived.
 FC0459
 FC0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD927900(NAD 83)
 FC0459_MARKER: DB = BENCH MARK DISK
 FC0459_SETTING: 80 = SET IN A BOULDER
 FC0459_STAMPING: C 256 1968
 FC0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0459+STABILITY: SURFACE MOTION
 FC0459
 FC0459  HISTORY     - Date     Condition        Report By
 FC0459  HISTORY     - 1968     MONUMENTED       CGS
 FC0459
 FC0459                          STATION DESCRIPTION
 FC0459
 FC0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0459'1.6 MI SW FROM CLEVELAND.
 FC0459'ABOUT 1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0459'STATION AT CLEVELAND, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 2,
 FC0459'ABOUT 45 YARDS NORTHEAST OF THE JUNCTION OF A SPUR TRACK LEADING
 FC0459'SOUTH TO A LARGE ONE STORY BRICK BUILDING, SET IN THE TOP AND
 FC0459'ABOUT THE CENTER OF A ROCK THAT IS ABOUT 10 FEET LONG AND 4 FEET
 FC0459'HIGH THAT IS PART OF A LONG LOW CUT, 12 FEET SOUTHEAST OF THE
 FC0459'SOUTHEAST RAIL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0412 ***********************************************************************
 FC0412  DESIGNATION -  C 257
 FC0412  PID         -  FC0412
 FC0412  STATE/COUNTY-  TN/MCMINN
 FC0412  USGS QUAD   -  CALHOUN (1980)
 FC0412
 FC0412                         *CURRENT SURVEY CONTROL
 FC0412  ___________________________________________________________________
 FC0412* NAD 83(1986)-  35 17 47.     (N)    084 44 57.     (W)     SCALED    
 FC0412* NAVD 88     -       220.961  (meters)     724.94   (feet)  ADJUSTED  
 FC0412  ___________________________________________________________________
 FC0412  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0412  DYNAMIC HT  -         220.744 (meters)     724.22  (feet)  COMP
 FC0412  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0412
 FC0412  VERT ORDER  -  FIRST     CLASS I
 FC0412
 FC0412.The horizontal coordinates were scaled from a topographic map and have
 FC0412.an estimated accuracy of +/- 6 seconds.
 FC0412
 FC0412.The orthometric height was determined by differential leveling
 FC0412.and adjusted by the National Geodetic Survey in June 1991..
 FC0412
 FC0412.The geoid height was determined by GEOID03.
 FC0412
 FC0412.The dynamic height is computed by dividing the NAVD 88
 FC0412.geopotential number by the normal gravity value computed on the
 FC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0412.degrees latitude (g = 980.6199 gals.).
 FC0412
 FC0412.The modeled gravity was interpolated from observed gravity values.
 FC0412
 FC0412;                    North         East    Units  Estimated Accuracy
 FC0412;SPC TN       -   107,580.      713,770.      MT  (+/- 180 meters Scaled)
 FC0412
 FC0412                          SUPERSEDED SURVEY CONTROL
 FC0412
 FC0412  NGVD 29 (??/??/92)  220.997  (m)          725.05   (f) ADJ UNCH    1 1
 FC0412
 FC0412.Superseded values are not recommended for survey control.
 FC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0412.See file dsdata.txt to determine how the superseded data were derived.
 FC0412
 FC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE046082(NAD 83)
 FC0412_MARKER: DB = BENCH MARK DISK
 FC0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0412_SP_SET: BRIDGE
 FC0412_STAMPING: C 257 1968
 FC0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0412
 FC0412  HISTORY     - Date     Condition        Report By
 FC0412  HISTORY     - 1968     MONUMENTED       CGS
 FC0412
 FC0412                          STATION DESCRIPTION
 FC0412
 FC0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0412'AT CALHOUN.
 FC0412'AT CALHOUN, ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC0412'FROM THE NORTHEAST END OF THE RAILWAY BRIDGE OVER HIWASSEE RIVER,
 FC0412'ABOUT 32 YARDS SOUTH OF AND ACROSS THE TRACK FROM MILEPOST 200,
 FC0412'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 FC0412'OF THE RAILWAY OVERPASS OVER BOWATER ROAD, 8 FEET SOUTHEAST OF
 FC0412'THE SOUTHEAST RAIL OF THE MAIN TRACK, 0.4 FOOT NORTHWEST OF THE
 FC0412'SOUTHEAST END OF THE ABUTMENT AND ABOUT 1/2 FOOT BELOW THE LEVEL
 FC0412'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0390 ***********************************************************************
 FC0390  DESIGNATION -  C 258
 FC0390  PID         -  FC0390
 FC0390  STATE/COUNTY-  TN/BRADLEY
 FC0390  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0390
 FC0390                         *CURRENT SURVEY CONTROL
 FC0390  ___________________________________________________________________
 FC0390* NAD 83(1986)-  35 12 40.     (N)    084 48 10.     (W)     SCALED    
 FC0390* NAVD 88     -       243.646  (meters)     799.36   (feet)  ADJUSTED  
 FC0390  ___________________________________________________________________
 FC0390  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0390  DYNAMIC HT  -         243.407 (meters)     798.58  (feet)  COMP
 FC0390  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 FC0390
 FC0390  VERT ORDER  -  FIRST     CLASS I
 FC0390
 FC0390.The horizontal coordinates were scaled from a topographic map and have
 FC0390.an estimated accuracy of +/- 6 seconds.
 FC0390
 FC0390.The orthometric height was determined by differential leveling
 FC0390.and adjusted by the National Geodetic Survey in June 1991..
 FC0390
 FC0390.The geoid height was determined by GEOID03.
 FC0390
 FC0390.The dynamic height is computed by dividing the NAVD 88
 FC0390.geopotential number by the normal gravity value computed on the
 FC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0390.degrees latitude (g = 980.6199 gals.).
 FC0390
 FC0390.The modeled gravity was interpolated from observed gravity values.
 FC0390
 FC0390;                    North         East    Units  Estimated Accuracy
 FC0390;SPC TN       -    98,060.      709,010.      MT  (+/- 180 meters Scaled)
 FC0390
 FC0390                          SUPERSEDED SURVEY CONTROL
 FC0390
 FC0390  NGVD 29 (??/??/92)  243.670  (m)          799.44   (f) ADJ UNCH    1 1
 FC0390
 FC0390.Superseded values are not recommended for survey control.
 FC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0390.See file dsdata.txt to determine how the superseded data were derived.
 FC0390
 FC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD000986(NAD 83)
 FC0390_MARKER: DB = BENCH MARK DISK
 FC0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0390_SP_SET: 12 FEET
 FC0390_STAMPING: C 258 1968
 FC0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0390
 FC0390  HISTORY     - Date     Condition        Report By
 FC0390  HISTORY     - 1968     MONUMENTED       CGS
 FC0390  HISTORY     - 1983     GOOD             USPSQD
 FC0390
 FC0390                          STATION DESCRIPTION
 FC0390
 FC0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0390'6 MI NE FROM CLEVELAND.
 FC0390'ABOUT 6.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC0390'THE STATION AT CLEVELAND, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 207,
 FC0390'50 FEET EAST OF THE CENTER OF THE CROSSING OF TASSO ROAD IN THE
 FC0390'SMALL VILLAGE OF TASSO, 24.9 FEET SOUTHEAST OF THE SOUTHEAST
 FC0390'RAIL, 40 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FC0390'13 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A
 FC0390'RIGHT-OF-WAY FENCE, 0.6 FOOT NORTH OF A METAL WITNESS POST,
 FC0390'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 FC0390'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 FC0390'LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 FC0390'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 FC0390'DRIVEN TO REFUSAL AT A DEPTH OF 12 1/2 FEET.
 FC0390
 FC0390                          STATION RECOVERY (1983)
 FC0390
 FC0390'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0024 ***********************************************************************
 FC0024  DESIGNATION -  C 259
 FC0024  PID         -  FC0024
 FC0024  STATE/COUNTY-  TN/MONROE
 FC0024  USGS QUAD   -  PHILADELPHIA (1974)
 FC0024
 FC0024                         *CURRENT SURVEY CONTROL
 FC0024  ___________________________________________________________________
 FC0024* NAD 83(1986)-  35 38 58.     (N)    084 25 28.     (W)     SCALED    
 FC0024* NAVD 88     -       267.026  (meters)     876.07   (feet)  ADJUSTED  
 FC0024  ___________________________________________________________________
 FC0024  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0024  DYNAMIC HT  -         266.769 (meters)     875.22  (feet)  COMP
 FC0024  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FC0024
 FC0024  VERT ORDER  -  FIRST     CLASS I
 FC0024
 FC0024.The horizontal coordinates were scaled from a topographic map and have
 FC0024.an estimated accuracy of +/- 6 seconds.
 FC0024
 FC0024.The orthometric height was determined by differential leveling
 FC0024.and adjusted by the National Geodetic Survey in June 1991..
 FC0024
 FC0024.The geoid height was determined by GEOID03.
 FC0024
 FC0024.The dynamic height is computed by dividing the NAVD 88
 FC0024.geopotential number by the normal gravity value computed on the
 FC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0024.degrees latitude (g = 980.6199 gals.).
 FC0024
 FC0024.The modeled gravity was interpolated from observed gravity values.
 FC0024
 FC0024;                    North         East    Units  Estimated Accuracy
 FC0024;SPC TN       -   147,170.      742,670.      MT  (+/- 180 meters Scaled)
 FC0024
 FC0024                          SUPERSEDED SURVEY CONTROL
 FC0024
 FC0024  NGVD 29 (??/??/92)  267.107  (m)          876.33   (f) ADJ UNCH    1 1
 FC0024
 FC0024.Superseded values are not recommended for survey control.
 FC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0024.See file dsdata.txt to determine how the superseded data were derived.
 FC0024
 FC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE331481(NAD 83)
 FC0024_MARKER: DB = BENCH MARK DISK
 FC0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0024_SP_SET: CULVERT
 FC0024_STAMPING: C 259 1968
 FC0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0024
 FC0024  HISTORY     - Date     Condition        Report By
 FC0024  HISTORY     - 1968     MONUMENTED       CGS
 FC0024
 FC0024                          STATION DESCRIPTION
 FC0024
 FC0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0024'2.4 MI SW FROM PHILADELPHIA.
 FC0024'ABOUT 2.35 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 FC0024'THE FIRST BAPTIST CHURCH AT PHILADELPHIA, ABOUT 0.25 MILE
 FC0024'NORTHEAST OF MILEPOST 168, ABOUT 150 YARDS EAST OF AND ACROSS
 FC0024'THE TRACK FROM THE OLD SWEETWATER BAPTIST CHURCH, SET IN THE TOP
 FC0024'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL FOR A 10-FOOT
 FC0024'CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 11, 21 FEET SOUTHEAST OF
 FC0024'THE SOUTHEAST RAIL, 22 1/2 FEET NORTHWEST OF THE CENTER LINE
 FC0024'OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD
 FC0024'WALL, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 3 FEET BELOW THE
 FC0024'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0090 ***********************************************************************
 FC0090  DESIGNATION -  C 260
 FC0090  PID         -  FC0090
 FC0090  STATE/COUNTY-  TN/KNOX
 FC0090  USGS QUAD   -  CONCORD (1984)
 FC0090
 FC0090                         *CURRENT SURVEY CONTROL
 FC0090  ___________________________________________________________________
 FC0090* NAD 83(1986)-  35 51 41.     (N)    084 08 32.     (W)     SCALED    
 FC0090* NAVD 88     -       251.580  (meters)     825.39   (feet)  ADJUSTED  
 FC0090  ___________________________________________________________________
 FC0090  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0090  DYNAMIC HT  -         251.344 (meters)     824.62  (feet)  COMP
 FC0090  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FC0090
 FC0090  VERT ORDER  -  FIRST     CLASS I
 FC0090
 FC0090.The horizontal coordinates were scaled from a topographic map and have
 FC0090.an estimated accuracy of +/- 6 seconds.
 FC0090
 FC0090.The orthometric height was determined by differential leveling
 FC0090.and adjusted by the National Geodetic Survey in June 1991..
 FC0090
 FC0090.The geoid height was determined by GEOID03.
 FC0090
 FC0090.The dynamic height is computed by dividing the NAVD 88
 FC0090.geopotential number by the normal gravity value computed on the
 FC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0090.degrees latitude (g = 980.6199 gals.).
 FC0090
 FC0090.The modeled gravity was interpolated from observed gravity values.
 FC0090
 FC0090;                    North         East    Units  Estimated Accuracy
 FC0090;SPC TN       -   171,130.      767,780.      MT  (+/- 180 meters Scaled)
 FC0090
 FC0090                          SUPERSEDED SURVEY CONTROL
 FC0090
 FC0090  NGVD 29 (??/??/92)  251.705  (m)          825.80   (f) ADJ UNCH    1 1
 FC0090
 FC0090.Superseded values are not recommended for survey control.
 FC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0090.See file dsdata.txt to determine how the superseded data were derived.
 FC0090
 FC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE580723(NAD 83)
 FC0090_MARKER: DB = BENCH MARK DISK
 FC0090_SETTING: 66 = SET IN ROCK OUTCROP
 FC0090_SP_SET: ROCK CUT
 FC0090_STAMPING: C 260 1968
 FC0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0090+STABILITY: POSITION/ELEVATION WELL
 FC0090
 FC0090  HISTORY     - Date     Condition        Report By
 FC0090  HISTORY     - 1968     MONUMENTED       CGS
 FC0090
 FC0090                          STATION DESCRIPTION
 FC0090
 FC0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0090'AT CONCORD.
 FC0090'AT CONCORD, ABOUT 0.4 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0090'FROM THE POST OFFICE, ABOUT 80 YARDS SOUTHWEST OF THE CENTER
 FC0090'OF THE CONCORD ROAD OVERPASS OVER THE TRACK, SET IN THE TOP OF
 FC0090'THE SOUTHEAST EDGE AND DIRECTLY ABOVE THE ONLY VERTICAL PORTION
 FC0090'OF A ROCK THAT IS ABOUT 40 YARDS LONG BY 12 FEET HIGH AND IS PART
 FC0090'OF A LOW CUT (THE ROCK FORMS MOST OF THE CUT), 15.9 FEET NORTHWEST
 FC0090'OF THE NORTHWEST RAIL AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 FC0090'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0396 ***********************************************************************
 FF0396  DESIGNATION -  C 261
 FF0396  PID         -  FF0396
 FF0396  STATE/COUNTY-  TN/SHELBY
 FF0396  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0396
 FF0396                         *CURRENT SURVEY CONTROL
 FF0396  ___________________________________________________________________
 FF0396* NAD 83(1986)-  35 04 07.     (N)    090 03 31.     (W)     SCALED    
 FF0396* NAVD 88     -        72.624  (meters)     238.27   (feet)  ADJUSTED  
 FF0396  ___________________________________________________________________
 FF0396  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0396  DYNAMIC HT  -          72.557 (meters)     238.05  (feet)  COMP
 FF0396  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FF0396
 FF0396  VERT ORDER  -  FIRST     CLASS I
 FF0396
 FF0396.The horizontal coordinates were scaled from a topographic map and have
 FF0396.an estimated accuracy of +/- 6 seconds.
 FF0396
 FF0396.The orthometric height was determined by differential leveling
 FF0396.and adjusted by the National Geodetic Survey in June 1991..
 FF0396
 FF0396.The geoid height was determined by GEOID03.
 FF0396
 FF0396.The dynamic height is computed by dividing the NAVD 88
 FF0396.geopotential number by the normal gravity value computed on the
 FF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0396.degrees latitude (g = 980.6199 gals.).
 FF0396
 FF0396.The modeled gravity was interpolated from observed gravity values.
 FF0396
 FF0396;                    North         East    Units  Estimated Accuracy
 FF0396;SPC TN       -    89,260.      229,900.      MT  (+/- 180 meters Scaled)
 FF0396
 FF0396                          SUPERSEDED SURVEY CONTROL
 FF0396
 FF0396  NGVD 29 (??/??/??)   72.596  (m)          238.18   (f) ADJUSTED    1 1
 FF0396
 FF0396.Superseded values are not recommended for survey control.
 FF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0396.See file dsdata.txt to determine how the superseded data were derived.
 FF0396
 FF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU682846(NAD 83)
 FF0396_MARKER: DV = VERTICAL CONTROL DISK
 FF0396_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF0396+WITH SETTING: PAVEMENT
 FF0396_SP_SET: FOOTING
 FF0396_STAMPING: C 261 1974
 FF0396_MARK LOGO: NGS   
 FF0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0396+STABILITY: SURFACE MOTION
 FF0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0396+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0396
 FF0396  HISTORY     - Date     Condition        Report By
 FF0396  HISTORY     - 1974     MONUMENTED       NGS
 FF0396  HISTORY     - 1976     GOOD             NGS
 FF0396  HISTORY     - 19911112 GOOD             NGS
 FF0396  HISTORY     - 19940801 GOOD             TN1620
 FF0396  HISTORY     - 20021028 GOOD             USACE
 FF0396
 FF0396                          STATION DESCRIPTION
 FF0396
 FF0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0396'0.8 MI S FROM MEMPHIS.
 FF0396'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0396'FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, 0.15 MILE NORTH OF THE
 FF0396'INTERSECTION WITH PEEBLES ROAD, 69 FEET WEST OF THE CENTER LINE
 FF0396'OF THE HIGHWAY, 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF0396'BRICK PILLAR OF VICKERS SERVICE STATION, 37 FEET NORTHEAST OF
 FF0396'THE NORTHEAST CORNER OF A NEW BRICK BUILDING (LIQUOR STORE), SET
 FF0396'IN THE TOP OF THE EAST SIDE OF CONCRETE FOUNDATION OF A 16-INCH
 FF0396'IRON PIPE SUPPORTING VICKERS SIGN, 5-INCHES BELOW LEVEL OF THE
 FF0396'GROUND, 3-INCHES EAST OF PIPE AND 1 FOOT ABOVE LEVEL OF THE
 FF0396'HIGHWAY.
 FF0396
 FF0396                          STATION RECOVERY (1976)
 FF0396
 FF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0396'RECOVERED IN GOOD CONDITION.
 FF0396
 FF0396                          STATION RECOVERY (1991)
 FF0396
 FF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0396'1.3 KM (0.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0396'INTERSTATE HIGHWAY 55 IN MEMPHIS, NEAR THE EAST EDGE OF A CONCRETE
 FF0396'FOOTING FOR A SIGN (VICKERS V MART), 26.1 M (85.6 FT) SOUTHEAST OF
 FF0396'THE SOUTHEAST CORNER OF THE MART, 13.7 M (44.9 FT) WEST OF THE CENTER
 FF0396'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT)
 FF0396'EAST-NORTHEAST OF THE NORTHEAST CORNER OF VICKERS LIQUOR STORE, 0.5 M
 FF0396'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) EAST OF A
 FF0396'16-INCH PIPE SUPPORTING THE SIGN, AND THE FOOTING IS RECESSED 0.1 M
 FF0396'(0.3 FT) BELOW THE GROUND SURFACE.
 FF0396
 FF0396                          STATION RECOVERY (1994)
 FF0396
 FF0396'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0396'RECOVERED IN GOOD CONDITION.
 FF0396
 FF0396                          STATION RECOVERY (2002)
 FF0396
 FF0396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1367 ***********************************************************************
 FE1367  DESIGNATION -  C 262
 FE1367  PID         -  FE1367
 FE1367  STATE/COUNTY-  TN/TIPTON
 FE1367  USGS QUAD   -  MUNFORD (1983)
 FE1367
 FE1367                         *CURRENT SURVEY CONTROL
 FE1367  ___________________________________________________________________
 FE1367* NAD 83(1986)-  35 24 37.     (N)    089 49 59.     (W)     SCALED    
 FE1367* NAVD 88     -       105.798  (meters)     347.11   (feet)  ADJUSTED  
 FE1367  ___________________________________________________________________
 FE1367  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1367  DYNAMIC HT  -         105.706 (meters)     346.80  (feet)  COMP
 FE1367  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FE1367
 FE1367  VERT ORDER  -  FIRST     CLASS I
 FE1367
 FE1367.The horizontal coordinates were scaled from a topographic map and have
 FE1367.an estimated accuracy of +/- 6 seconds.
 FE1367
 FE1367.The orthometric height was determined by differential leveling
 FE1367.and adjusted by the National Geodetic Survey in June 1991..
 FE1367
 FE1367.The geoid height was determined by GEOID03.
 FE1367
 FE1367.The dynamic height is computed by dividing the NAVD 88
 FE1367.geopotential number by the normal gravity value computed on the
 FE1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1367.degrees latitude (g = 980.6199 gals.).
 FE1367
 FE1367.The modeled gravity was interpolated from observed gravity values.
 FE1367
 FE1367;                    North         East    Units  Estimated Accuracy
 FE1367;SPC TN       -   126,300.      251,940.      MT  (+/- 180 meters Scaled)
 FE1367
 FE1367                          SUPERSEDED SURVEY CONTROL
 FE1367
 FE1367  NGVD 29 (??/??/??)  105.769  (m)          347.01   (f) ADJUSTED    1 1
 FE1367
 FE1367.Superseded values are not recommended for survey control.
 FE1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1367.See file dsdata.txt to determine how the superseded data were derived.
 FE1367
 FE1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE427222(NAD 83)
 FE1367_MARKER: DV = VERTICAL CONTROL DISK
 FE1367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1367_SP_SET: WINGWALL
 FE1367_STAMPING: C 262 1974
 FE1367_MARK LOGO: NGS   
 FE1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1367+STABILITY: SURFACE MOTION
 FE1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1367+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1367
 FE1367  HISTORY     - Date     Condition        Report By
 FE1367  HISTORY     - 1974     MONUMENTED       NGS
 FE1367  HISTORY     - 19920115 GOOD             NGS
 FE1367  HISTORY     - 20021003 GOOD             USACE
 FE1367
 FE1367                          STATION DESCRIPTION
 FE1367
 FE1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1367'3.4 MI SW FROM CROSSTOWN.
 FE1367'ABOUT 3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1367'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, AT THE MOST NEWLY
 FE1367'ONE OF TWO CONCRETE HIGHWAY BRIDGES OVER BIG CREEK, 19 FEET
 FE1367'SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S.
 FE1367'HIGHWAY 51, SET IN TOP OF THE SOUTHEAST LEDGE LIKE FOUNDATION OF
 FE1367'THE SOUTH WINGWALL OF BRIDGE, 1 FOOT ABOVE HIGHWAY.
 FE1367
 FE1367                          STATION RECOVERY (1992)
 FE1367
 FE1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1367'10.6 KM (6.60 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE
 FE1367'JUNCTION OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, IN TOP OF AND
 FE1367'1.0 M (3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 FE1367'CONCRETE WINGWALL OF THE SOUTHWEST BOUND HIGHWAY BRIDGE SPANNING BIG
 FE1367'CREEK, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 FE1367'BOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 FE1367'HIGHWAY, AND 0.1 M (0.3 FT) SOUTHEAST OF A CONCRETE GUARDRAIL.
 FE1367
 FE1367                          STATION RECOVERY (2002)
 FE1367
 FE1367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1708 ***********************************************************************
 FE1708  DESIGNATION -  C 263
 FE1708  PID         -  FE1708
 FE1708  STATE/COUNTY-  TN/LAUDERDALE
 FE1708  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1708
 FE1708                         *CURRENT SURVEY CONTROL
 FE1708  ___________________________________________________________________
 FE1708* NAD 83(1986)-  35 40 43.     (N)    089 35 03.     (W)     SCALED    
 FE1708* NAVD 88     -       101.303  (meters)     332.36   (feet)  ADJUSTED  
 FE1708  ___________________________________________________________________
 FE1708  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1708  DYNAMIC HT  -         101.217 (meters)     332.08  (feet)  COMP
 FE1708  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 FE1708
 FE1708  VERT ORDER  -  FIRST     CLASS I
 FE1708
 FE1708.The horizontal coordinates were scaled from a topographic map and have
 FE1708.an estimated accuracy of +/- 6 seconds.
 FE1708
 FE1708.The orthometric height was determined by differential leveling
 FE1708.and adjusted by the National Geodetic Survey in June 1991..
 FE1708
 FE1708.The geoid height was determined by GEOID03.
 FE1708
 FE1708.The dynamic height is computed by dividing the NAVD 88
 FE1708.geopotential number by the normal gravity value computed on the
 FE1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1708.degrees latitude (g = 980.6199 gals.).
 FE1708
 FE1708.The modeled gravity was interpolated from observed gravity values.
 FE1708
 FE1708;                    North         East    Units  Estimated Accuracy
 FE1708;SPC TN       -   155,200.      275,620.      MT  (+/- 180 meters Scaled)
 FE1708
 FE1708                          SUPERSEDED SURVEY CONTROL
 FE1708
 FE1708  NGVD 29 (??/??/??)  101.265  (m)          332.23   (f) ADJUSTED    1 1
 FE1708
 FE1708.Superseded values are not recommended for survey control.
 FE1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1708.See file dsdata.txt to determine how the superseded data were derived.
 FE1708
 FE1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE661513(NAD 83)
 FE1708_MARKER: DB = BENCH MARK DISK
 FE1708_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1708+WITH SETTING: INTO GROUND
 FE1708_STAMPING: C 263 1974
 FE1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1708+STABILITY: SURFACE MOTION
 FE1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1708+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1708
 FE1708  HISTORY     - Date     Condition        Report By
 FE1708  HISTORY     - 1974     MONUMENTED       NGS
 FE1708  HISTORY     - 20020808 GOOD             USACE
 FE1708
 FE1708                          STATION DESCRIPTION
 FE1708
 FE1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1708'0.8 MI W FROM HENNING.
 FE1708'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1708'WITH OLD U.S. HIGHWAY 51 AT HENNING, 177 FEET NORTHWEST OF THE
 FE1708'NORTHWEST CORNER OF THE HENNING PRIMARY SCHOOL BUILDING, 288 FEET
 FE1708'EAST OF THE CENTER LINE OF THE EAST LANE OF NEW U.S. HIGHWAY 51,
 FE1708'63.5 FEET WEST OF THE CENTER LINE OF PAVED DRIVEWAY TO SCHOOL,
 FE1708'56.5 FEET SOUTH OF THE SOUTH CONCRETE CURBING OF STATE HIGHWAY
 FE1708'87, 35.6 FEET WEST-SOUTHWEST OF A POWER POLE BEARING A STREET
 FE1708'LIGHT, 13.7 FEET WEST OF A PIPE POST AT THE EAST END OF A WOVEN
 FE1708'WIRE FENCE, 1.3 FEET NORTH OF THE FENCE, 7 FEET ABOVE THE STATE
 FE1708'HIGHWAY, AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 FE1708'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW
 FE1708'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE1708'THE GROUND.
 FE1708
 FE1708                          STATION RECOVERY (2002)
 FE1708
 FE1708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1708'HERRING ELEM. SCHOOL IS NOW LAUDERDALE LUMBER AND HARDWARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1861 ***********************************************************************
 FE1861  DESIGNATION -  C 264
 FE1861  PID         -  FE1861
 FE1861  STATE/COUNTY-  TN/LAUDERDALE
 FE1861  USGS QUAD   -  KNOB CREEK (1972)
 FE1861
 FE1861                         *CURRENT SURVEY CONTROL
 FE1861  ___________________________________________________________________
 FE1861* NAD 83(1986)-  35 55 10.     (N)    089 34 27.     (W)     SCALED    
 FE1861* NAVD 88     -        78.504  (meters)     257.56   (feet)  ADJUSTED  
 FE1861  ___________________________________________________________________
 FE1861  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1861  DYNAMIC HT  -          78.437 (meters)     257.34  (feet)  COMP
 FE1861  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 FE1861
 FE1861  VERT ORDER  -  FIRST     CLASS I
 FE1861
 FE1861.The horizontal coordinates were scaled from a topographic map and have
 FE1861.an estimated accuracy of +/- 6 seconds.
 FE1861
 FE1861.The orthometric height was determined by differential leveling
 FE1861.and adjusted by the National Geodetic Survey in June 1991..
 FE1861
 FE1861.The geoid height was determined by GEOID03.
 FE1861
 FE1861.The dynamic height is computed by dividing the NAVD 88
 FE1861.geopotential number by the normal gravity value computed on the
 FE1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1861.degrees latitude (g = 980.6199 gals.).
 FE1861
 FE1861.The modeled gravity was interpolated from observed gravity values.
 FE1861
 FE1861;                    North         East    Units  Estimated Accuracy
 FE1861;SPC TN       -   181,870.      277,500.      MT  (+/- 180 meters Scaled)
 FE1861
 FE1861                          SUPERSEDED SURVEY CONTROL
 FE1861
 FE1861  NGVD 29 (??/??/??)   78.458  (m)          257.41   (f) ADJUSTED    1 1
 FE1861
 FE1861.Superseded values are not recommended for survey control.
 FE1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1861.See file dsdata.txt to determine how the superseded data were derived.
 FE1861
 FE1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE677780(NAD 83)
 FE1861_MARKER: DB = BENCH MARK DISK
 FE1861_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1861+WITH SETTING: INTO GROUND
 FE1861_STAMPING: C 264 1974
 FE1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1861+STABILITY: SURFACE MOTION
 FE1861
 FE1861  HISTORY     - Date     Condition        Report By
 FE1861  HISTORY     - 1974     MONUMENTED       NGS
 FE1861  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1861
 FE1861                          STATION DESCRIPTION
 FE1861
 FE1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1861'10.8 MI W FROM HALLS.
 FE1861'ABOUT 10.80 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1861'BAPTIST CHURCH AT HALLS, ABOUT 2.95 MILES EAST OF THE ABANDONED
 FE1861'HALES POINT BAPTIST CHURCH (ON STILTS), 40.7 FEET NORTH-NORTHWEST
 FE1861'OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE ON STILTS, 29
 FE1861'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.4 FEET EAST OF
 FE1861'POWER POLE WITH TRANSFORMER AND GUY WIRE AND A POWER LINE
 FE1861'CROSSING, 26.4 FEET NORTH OF GUY WIRE FOR POWER POLE, 3.5 FEET
 FE1861'BELOW LEVEL OF THE HIGHWAY AND ON TOP OF A 4-FOOT COPPER COATED
 FE1861'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FE1861'0.2 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 FE1861'THAT IS FLUSH WITH THE GROUND.
 FE1861
 FE1861                          STATION RECOVERY (2002)
 FE1861
 FE1861'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1132 ***********************************************************************
 GD1132  DESIGNATION -  C 265
 GD1132  PID         -  GD1132
 GD1132  STATE/COUNTY-  TN/DYER
 GD1132  USGS QUAD   -  MISTON (1983)
 GD1132
 GD1132                         *CURRENT SURVEY CONTROL
 GD1132  ___________________________________________________________________
 GD1132* NAD 83(1986)-  36 11 14.     (N)    089 27 03.     (W)     SCALED    
 GD1132* NAVD 88     -        83.602  (meters)     274.28   (feet)  ADJUSTED  
 GD1132  ___________________________________________________________________
 GD1132  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1132  DYNAMIC HT  -          83.533 (meters)     274.06  (feet)  COMP
 GD1132  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GD1132
 GD1132  VERT ORDER  -  FIRST     CLASS I
 GD1132
 GD1132.The horizontal coordinates were scaled from a topographic map and have
 GD1132.an estimated accuracy of +/- 6 seconds.
 GD1132
 GD1132.The orthometric height was determined by differential leveling
 GD1132.and adjusted by the National Geodetic Survey in June 1991..
 GD1132
 GD1132.The geoid height was determined by GEOID03.
 GD1132
 GD1132.The dynamic height is computed by dividing the NAVD 88
 GD1132.geopotential number by the normal gravity value computed on the
 GD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1132.degrees latitude (g = 980.6199 gals.).
 GD1132
 GD1132.The modeled gravity was interpolated from observed gravity values.
 GD1132
 GD1132;                    North         East    Units  Estimated Accuracy
 GD1132;SPC TN       -   211,160.      289,670.      MT  (+/- 180 meters Scaled)
 GD1132
 GD1132                          SUPERSEDED SURVEY CONTROL
 GD1132
 GD1132  NGVD 29 (??/??/??)   83.526  (m)          274.03   (f) ADJUSTED    1 1
 GD1132
 GD1132.Superseded values are not recommended for survey control.
 GD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1132.See file dsdata.txt to determine how the superseded data were derived.
 GD1132
 GD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF796074(NAD 83)
 GD1132_MARKER: DB = BENCH MARK DISK
 GD1132_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1132+WITH SETTING: INTO GROUND
 GD1132_STAMPING: C 265 1974
 GD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1132+STABILITY: SURFACE MOTION
 GD1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1132+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1132
 GD1132  HISTORY     - Date     Condition        Report By
 GD1132  HISTORY     - 1974     MONUMENTED       NGS
 GD1132  HISTORY     - 20020802 GOOD             USACE
 GD1132
 GD1132                          STATION DESCRIPTION
 GD1132
 GD1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1132'2.05 MI NW FROM BOGOTA.
 GD1132'ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1132'WITH STATE HIGHWAY 103 AT BOGOTA, AT A POWER LINE CROSSING, 70 FEET
 GD1132'SOUTHEAST OF THE NORTHWEST FENCE CORNER, 41.5 FEET NORTHEAST OF THE
 GD1132'CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTHWEST OF FENCE LINE, 2.3 FEET
 GD1132'NORTHWEST OF A POWER POLE WITH WITNESS SIGN, 2 FEET BELOW LEVEL OF THE
 GD1132'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1132'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND
 GD1132'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1132
 GD1132                          STATION RECOVERY (2002)
 GD1132
 GD1132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1132'MARK IS 67 FT SE OF A 12 INCH LOCUST TREE AND CARSONTIE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1628 ***********************************************************************
 GC1628  DESIGNATION -  C 27
 GC1628  PID         -  GC1628
 GC1628  STATE/COUNTY-  TN/HUMPHREYS
 GC1628  USGS QUAD   -  WAVERLY (1987)
 GC1628
 GC1628                         *CURRENT SURVEY CONTROL
 GC1628  ___________________________________________________________________
 GC1628* NAD 83(1986)-  36 00 38.     (N)    087 46 39.     (W)     SCALED    
 GC1628* NAVD 88     -       195.174  (meters)     640.33   (feet)  ADJUSTED  
 GC1628  ___________________________________________________________________
 GC1628  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1628  DYNAMIC HT  -         195.005 (meters)     639.78  (feet)  COMP
 GC1628  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1628
 GC1628  VERT ORDER  -  SECOND    CLASS 0
 GC1628
 GC1628.The horizontal coordinates were scaled from a topographic map and have
 GC1628.an estimated accuracy of +/- 6 seconds.
 GC1628
 GC1628.The orthometric height was determined by differential leveling
 GC1628.and adjusted by the National Geodetic Survey in June 1991..
 GC1628
 GC1628.The geoid height was determined by GEOID03.
 GC1628
 GC1628.The dynamic height is computed by dividing the NAVD 88
 GC1628.geopotential number by the normal gravity value computed on the
 GC1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1628.degrees latitude (g = 980.6199 gals.).
 GC1628
 GC1628.The modeled gravity was interpolated from observed gravity values.
 GC1628
 GC1628;                    North         East    Units  Estimated Accuracy
 GC1628;SPC TN       -   187,540.      439,770.      MT  (+/- 180 meters Scaled)
 GC1628
 GC1628                          SUPERSEDED SURVEY CONTROL
 GC1628
 GC1628  NGVD 29 (??/??/92)  195.204  (m)          640.43   (f) ADJ UNCH    2 0
 GC1628
 GC1628.Superseded values are not recommended for survey control.
 GC1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1628.See file dsdata.txt to determine how the superseded data were derived.
 GC1628
 GC1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE299853(NAD 83)
 GC1628_MARKER: DB = BENCH MARK DISK
 GC1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1628_STAMPING: C 27 1934
 GC1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1628+STABILITY: SURFACE MOTION
 GC1628
 GC1628  HISTORY     - Date     Condition        Report By
 GC1628  HISTORY     - 1934     MONUMENTED       CGS
 GC1628  HISTORY     - 1972     GOOD             TVA
 GC1628
 GC1628                          STATION DESCRIPTION
 GC1628
 GC1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1628'5.7 MI S FROM WAVERLY.
 GC1628'5.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1628'COUNTY, ON THE TOP OF A HILL, AND 30 FEET WEST OF THE CENTERLINE
 GC1628'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 27 1934 AND SET IN
 GC1628'THE TOP OF A CONCRETE POST.  NOTE-- 6.7 FT N TO 4 IN HICKORY.
 GC1628'10.2 FT S TO 4 IN HICKORY.  19.0 W TO 4 IN HICKORY.  STEEL POST
 GC1628'AND SURVEY MARKER SIGN SET AT MONUMENT.
 GC1628
 GC1628                          STATION RECOVERY (1972)
 GC1628
 GC1628'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1349 ***********************************************************************
 GC1349  DESIGNATION -  C 28
 GC1349  PID         -  GC1349
 GC1349  STATE/COUNTY-  TN/DICKSON
 GC1349  USGS QUAD   -  BURNS (1986)
 GC1349
 GC1349                         *CURRENT SURVEY CONTROL
 GC1349  ___________________________________________________________________
 GC1349* NAD 83(1986)-  36 03 19.     (N)    087 18 53.     (W)     SCALED    
 GC1349* NAVD 88     -       241.945  (meters)     793.78   (feet)  ADJUSTED  
 GC1349  ___________________________________________________________________
 GC1349  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1349  DYNAMIC HT  -         241.732 (meters)     793.08  (feet)  COMP
 GC1349  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 GC1349
 GC1349  VERT ORDER  -  FIRST     CLASS II
 GC1349
 GC1349.The horizontal coordinates were scaled from a topographic map and have
 GC1349.an estimated accuracy of +/- 6 seconds.
 GC1349
 GC1349.The orthometric height was determined by differential leveling
 GC1349.and adjusted by the National Geodetic Survey in June 1991..
 GC1349
 GC1349.The geoid height was determined by GEOID03.
 GC1349
 GC1349.The dynamic height is computed by dividing the NAVD 88
 GC1349.geopotential number by the normal gravity value computed on the
 GC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1349.degrees latitude (g = 980.6199 gals.).
 GC1349
 GC1349.The modeled gravity was interpolated from observed gravity values.
 GC1349
 GC1349;                    North         East    Units  Estimated Accuracy
 GC1349;SPC TN       -   191,840.      481,550.      MT  (+/- 180 meters Scaled)
 GC1349
 GC1349                          SUPERSEDED SURVEY CONTROL
 GC1349
 GC1349  NGVD 29 (??/??/92)  241.942  (m)          793.77   (f) ADJ UNCH    1 2
 GC1349
 GC1349.Superseded values are not recommended for survey control.
 GC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1349.See file dsdata.txt to determine how the superseded data were derived.
 GC1349
 GC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE716901(NAD 83)
 GC1349_MARKER: DB = BENCH MARK DISK
 GC1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1349_STAMPING: 794.063 C 28 1934
 GC1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1349+STABILITY: SURFACE MOTION
 GC1349
 GC1349  HISTORY     - Date     Condition        Report By
 GC1349  HISTORY     - 1934     MONUMENTED       CGS
 GC1349  HISTORY     - 1948     GOOD             NGS
 GC1349
 GC1349                          STATION DESCRIPTION
 GC1349
 GC1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1349'AT BURNS.
 GC1349'AT BURNS, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC1349'ABOUT 4 RAILS WEST OF THE STATION, 57.5 FEET NORTHWEST OF THE
 GC1349'NORTHWEST RAIL OF THE MAIN TRACK, 91 FEET NORTHEAST OF MILE
 GC1349'POST 37, 15 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL DRIVE
 GC1349'WAY, 36 FEET SOUTHWEST OF THE SOUTH CORNER OF A SECTION HOUSE,
 GC1349'26 FEET WEST OF POLE 36+41, 5 FEET SOUTH OF A TELEPHONE POLE,
 GC1349'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1349'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0692 ***********************************************************************
 FD0692  DESIGNATION -  C 29
 FD0692  PID         -  FD0692
 FD0692  STATE/COUNTY-  TN/HICKMAN
 FD0692  USGS QUAD   -  CENTERVILLE (1987)
 FD0692
 FD0692                         *CURRENT SURVEY CONTROL
 FD0692  ___________________________________________________________________
 FD0692* NAD 83(1986)-  35 46 43.     (N)    087 28 01.     (W)     SCALED    
 FD0692* NAVD 88     -       193.251  (meters)     634.02   (feet)  ADJUSTED  
 FD0692  ___________________________________________________________________
 FD0692  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0692  DYNAMIC HT  -         193.080 (meters)     633.46  (feet)  COMP
 FD0692  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FD0692
 FD0692  VERT ORDER  -  SECOND    CLASS 0
 FD0692
 FD0692.The horizontal coordinates were scaled from a topographic map and have
 FD0692.an estimated accuracy of +/- 6 seconds.
 FD0692
 FD0692.The orthometric height was determined by differential leveling
 FD0692.and adjusted by the National Geodetic Survey in June 1991..
 FD0692
 FD0692.The geoid height was determined by GEOID03.
 FD0692
 FD0692.The dynamic height is computed by dividing the NAVD 88
 FD0692.geopotential number by the normal gravity value computed on the
 FD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0692.degrees latitude (g = 980.6199 gals.).
 FD0692
 FD0692.The modeled gravity was interpolated from observed gravity values.
 FD0692
 FD0692;                    North         East    Units  Estimated Accuracy
 FD0692;SPC TN       -   161,350.      467,380.      MT  (+/- 180 meters Scaled)
 FD0692
 FD0692                          SUPERSEDED SURVEY CONTROL
 FD0692
 FD0692  NGVD 29 (??/??/92)  193.240  (m)          633.99   (f) ADJ UNCH    2 0
 FD0692
 FD0692.Superseded values are not recommended for survey control.
 FD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0692.See file dsdata.txt to determine how the superseded data were derived.
 FD0692
 FD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE577594(NAD 83)
 FD0692_MARKER: DB = BENCH MARK DISK
 FD0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0692_SP_SET: BUILDING
 FD0692_STAMPING: C 29 1934
 FD0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0692
 FD0692  HISTORY     - Date     Condition        Report By
 FD0692  HISTORY     - 1934     MONUMENTED       CGS
 FD0692
 FD0692                          STATION DESCRIPTION
 FD0692
 FD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0692'AT CENTERVILLE.
 FD0692'AT CENTERVILLE, HICKMAN COUNTY, AT THE COUNTY COURTHOUSE, IN
 FD0692'THE SOUTH BRICK WALL OF THE BUILDING, 1 FOOT EAST OF THE SOUTHWEST
 FD0692'CORNER, 1 FOOT WEST OF THE GUTTER DRAIN PIPE, AND 3 FEET ABOVE
 FD0692'THE GROUND.  A STANDARD DISK, STAMPED C 29 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1609 ***********************************************************************
 FC1609  DESIGNATION -  C 292
 FC1609  PID         -  FC1609
 FC1609  STATE/COUNTY-  TN/BLOUNT
 FC1609  USGS QUAD   -  BINFIELD (1990)
 FC1609
 FC1609                         *CURRENT SURVEY CONTROL
 FC1609  ___________________________________________________________________
 FC1609* NAD 83(1986)-  35 39 06.     (N)    084 03 33.     (W)     SCALED    
 FC1609* NAVD 88     -       300.135  (meters)     984.69   (feet)  ADJUSTED  
 FC1609  ___________________________________________________________________
 FC1609  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC1609  DYNAMIC HT  -         299.849 (meters)     983.75  (feet)  COMP
 FC1609  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 FC1609
 FC1609  VERT ORDER  -  FIRST     CLASS II
 FC1609
 FC1609.The horizontal coordinates were scaled from a topographic map and have
 FC1609.an estimated accuracy of +/- 6 seconds.
 FC1609
 FC1609.The orthometric height was determined by differential leveling
 FC1609.and adjusted by the National Geodetic Survey in June 1991..
 FC1609
 FC1609.The geoid height was determined by GEOID03.
 FC1609
 FC1609.The dynamic height is computed by dividing the NAVD 88
 FC1609.geopotential number by the normal gravity value computed on the
 FC1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1609.degrees latitude (g = 980.6199 gals.).
 FC1609
 FC1609.The modeled gravity was interpolated from observed gravity values.
 FC1609
 FC1609;                    North         East    Units  Estimated Accuracy
 FC1609;SPC TN       -   148,010.      775,740.      MT  (+/- 180 meters Scaled)
 FC1609
 FC1609                          SUPERSEDED SURVEY CONTROL
 FC1609
 FC1609  NGVD 29 (12/12/91)  300.252  (m)          985.08   (f) ADJUSTED    1 2
 FC1609
 FC1609.Superseded values are not recommended for survey control.
 FC1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1609.See file dsdata.txt to determine how the superseded data were derived.
 FC1609
 FC1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE662492(NAD 83)
 FC1609_MARKER: DB = BENCH MARK DISK
 FC1609_SETTING: 66 = SET IN ROCK OUTCROP
 FC1609_SP_SET: ROCK OUTCROP
 FC1609_STAMPING: C 292 1983
 FC1609_MARK LOGO: NGS   
 FC1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1609+STABILITY: POSITION/ELEVATION WELL
 FC1609
 FC1609  HISTORY     - Date     Condition        Report By
 FC1609  HISTORY     - 1983     MONUMENTED       NGS
 FC1609
 FC1609                          STATION DESCRIPTION
 FC1609
 FC1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1609'16.9 KM (10.5 MI) NW FROM TALLASSEE.
 FC1609'16.9 KM (10.5 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1609'OFFICE IN TALLASSEE TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END
 FC1609'OF A 5.5 BY 15.0 FT EXPOSED ROCK OUTCROP, 0.08 KM (0.05 MI) SOUTH OF A
 FC1609'2-STORY BRICK HOUSE, 7.71 METERS (25.3 FT) EAST OF THE CENTERLINE OF
 FC1609'THE HIGHWAY, 2.59 METERS (8.5 FT) EAST OF A BARBED WIRE FENCE, 1.98
 FC1609'METERS (6.5 FT) SOUTH-SOUTHWEST OF A 6-INCH CEDAR TREE.
 FC1609'THE MARK IS 2.90 METERS  E FROM A WITNESS POST.
 FC1609'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1619 ***********************************************************************
 FC1619  DESIGNATION -  C 293
 FC1619  PID         -  FC1619
 FC1619  STATE/COUNTY-  TN/MARION
 FC1619  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1619
 FC1619                         *CURRENT SURVEY CONTROL
 FC1619  ___________________________________________________________________
 FC1619* NAD 83(1986)-  35 00 54.     (N)    085 41 30.     (W)     SCALED    
 FC1619* NAVD 88     -       201.101  (meters)     659.78   (feet)  ADJUSTED  
 FC1619  ___________________________________________________________________
 FC1619  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FC1619  DYNAMIC HT  -         200.905 (meters)     659.14  (feet)  COMP
 FC1619  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC1619
 FC1619  VERT ORDER  -  FIRST     CLASS II
 FC1619
 FC1619.The horizontal coordinates were scaled from a topographic map and have
 FC1619.an estimated accuracy of +/- 6 seconds.
 FC1619
 FC1619.The orthometric height was determined by differential leveling
 FC1619.and adjusted by the National Geodetic Survey in June 1991..
 FC1619
 FC1619.The geoid height was determined by GEOID03.
 FC1619
 FC1619.The dynamic height is computed by dividing the NAVD 88
 FC1619.geopotential number by the normal gravity value computed on the
 FC1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1619.degrees latitude (g = 980.6199 gals.).
 FC1619
 FC1619.The modeled gravity was interpolated from observed gravity values.
 FC1619
 FC1619;                    North         East    Units  Estimated Accuracy
 FC1619;SPC TN       -    75,680.      628,140.      MT  (+/- 180 meters Scaled)
 FC1619
 FC1619                          SUPERSEDED SURVEY CONTROL
 FC1619
 FC1619.No superseded survey control is available for this station.
 FC1619
 FC1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD193754(NAD 83)
 FC1619_MARKER: DB = BENCH MARK DISK
 FC1619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1619_SP_SET: BRIDGE ABUTMENT
 FC1619_STAMPING: C 293 1983
 FC1619_MARK LOGO: NGS   
 FC1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1619
 FC1619  HISTORY     - Date     Condition        Report By
 FC1619  HISTORY     - 1983     MONUMENTED       NGS
 FC1619
 FC1619                          STATION DESCRIPTION
 FC1619
 FC1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1619'1.9 KM (1.15 MI) EAST FROM SOUTH PITTSBURG.
 FC1619'0.1 KM (0.05 MI) NORTHERLY ALONG ELM AVENUE FROM THE POST OFFICE IN
 FC1619'SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG 3RD STREET,
 FC1619'THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR
 FC1619'AVENUE), THENCE 1.0 KM (0.6 MI) EASTERLY ALONG STATE HIGHWAY 156, SET
 FC1619'IN THE LOWER CONCRETE SHELF OF THE SOUTHEAST ABUTMENT OF THE EAST END
 FC1619'OF THE SOUTH SIDE OF A BRIDGE OVER THE TENNESSEE RIVER, 7.56 METERS
 FC1619'(24.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 46.72 METERS
 FC1619'(153.3 FT) NORTHWEST OF A POWERLINE POLE (SLOPE DISTANCE),
 FC1619'36.58 METERS (120.0 FT) EAST-SOUTHEAST OF THE EASTERNMOST PIER ON THE
 FC1619'SOUTH SIDE OF THE BRIDGE (SLOPE DISTANCE), 8.69 METERS (28.5 FT)
 FC1619'NORTH-NORTHWEST OF THE SOUTHWEST EDGE OF THE HEADWALL OF A SMALL
 FC1619'CULVERT (SLOPE DISTANCE), AND 6.22 METERS (20.4 FT) NORTHWEST OF THE
 FC1619'EAST END OF THE ABUTMENT ON THE SOUTH SIDE OF THE BRIDGE (SLOPE
 FC1619'DISTANCE).
 FC1619'THE MARK IS 10.0 METERS  NNW FROM A WITNESS POST.
 FC1619'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1641 ***********************************************************************
 FC1641  DESIGNATION -  C 294
 FC1641  PID         -  FC1641
 FC1641  STATE/COUNTY-  TN/HAMILTON
 FC1641  USGS QUAD   -  OOLTEWAH (1976)
 FC1641
 FC1641                         *CURRENT SURVEY CONTROL
 FC1641  ___________________________________________________________________
 FC1641* NAD 83(1986)-  35 04 15.     (N)    085 07 05.     (W)     SCALED    
 FC1641* NAVD 88     -       263.868  (meters)     865.71   (feet)  ADJUSTED  
 FC1641  ___________________________________________________________________
 FC1641  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC1641  DYNAMIC HT  -         263.605 (meters)     864.84  (feet)  COMP
 FC1641  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC1641
 FC1641  VERT ORDER  -  FIRST     CLASS II
 FC1641
 FC1641.The horizontal coordinates were scaled from a topographic map and have
 FC1641.an estimated accuracy of +/- 6 seconds.
 FC1641
 FC1641.The orthometric height was determined by differential leveling
 FC1641.and adjusted by the National Geodetic Survey in June 1991..
 FC1641
 FC1641.The geoid height was determined by GEOID03.
 FC1641
 FC1641.The dynamic height is computed by dividing the NAVD 88
 FC1641.geopotential number by the normal gravity value computed on the
 FC1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1641.degrees latitude (g = 980.6199 gals.).
 FC1641
 FC1641.The modeled gravity was interpolated from observed gravity values.
 FC1641
 FC1641;                    North         East    Units  Estimated Accuracy
 FC1641;SPC TN       -    82,190.      680,440.      MT  (+/- 180 meters Scaled)
 FC1641
 FC1641                          SUPERSEDED SURVEY CONTROL
 FC1641
 FC1641.No superseded survey control is available for this station.
 FC1641
 FC1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD715825(NAD 83)
 FC1641_MARKER: I = METAL ROD
 FC1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1641_SP_SET: STAINLESS STEEL ROD
 FC1641_STAMPING: C 294 1983
 FC1641_MARK LOGO: NGS   
 FC1641_PROJECTION: FLUSH
 FC1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1641_ROD/PIPE-DEPTH: 11.9 meters
 FC1641
 FC1641  HISTORY     - Date     Condition        Report By
 FC1641  HISTORY     - 1983     MONUMENTED       NGS
 FC1641
 FC1641                          STATION DESCRIPTION
 FC1641
 FC1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1641'8.4 KM (5.25 MI) NE FROM CHATTANOOGA.
 FC1641'0.2 KM (0.15 MI) WEST ALONG EAST BRAINERD ROAD FROM THE CONCORD
 FC1641'BAPTIST CHURCH LOCATED IN THE NORTHEAST EDGE OF TOWN, THENCE 8.2 KM
 FC1641'(5.1 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 75, JUST NORTHEAST OF
 FC1641'WHERE THE HIGHWAY CROSSES OVER RAILROAD TRACKS, ALSO 1.2 KM (0.75 MI)
 FC1641'NORTHWEST ALONG U.S. HIGHWAY 11 AND 64 FROM THE OOLTEWAH CHURCH OF GOD
 FC1641'IN OOLTEWAH, THENCE 4.7 KM (2.9 MI) SOUTHWESTERLY ALONG INTERSTATE
 FC1641'HIGHWAY 75, 10.30 METERS (33.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 FC1641'OF THE NORTHBOUND LANE OF THE HIGHWAY, 86.56 METERS (284.0 FT) EAST OF
 FC1641'THE SOUTHEAST EDGE OF THE CONCRETE GUARDRAIL IN THE EAST END OF THE
 FC1641'SOUTH SIDE OF THE BRIDGE OVER RAILROAD TRACKS, AND 21.12 METERS
 FC1641'(69.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF HEADWALL OF A SMALL
 FC1641'CULVERT.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1641'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 FC1641'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1607 ***********************************************************************
 FC1607  DESIGNATION -  C 295
 FC1607  PID         -  FC1607
 FC1607  STATE/COUNTY-  TN/BLOUNT
 FC1607  USGS QUAD   -  BINFIELD (1990)
 FC1607
 FC1607                         *CURRENT SURVEY CONTROL
 FC1607  ___________________________________________________________________
 FC1607* NAD 83(1986)-  35 37 44.     (N)    084 04 54.     (W)     SCALED    
 FC1607* NAVD 88     -       277.177  (meters)     909.37   (feet)  ADJUSTED  
 FC1607  ___________________________________________________________________
 FC1607  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC1607  DYNAMIC HT  -         276.913 (meters)     908.51  (feet)  COMP
 FC1607  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC1607
 FC1607  VERT ORDER  -  FIRST     CLASS II
 FC1607
 FC1607.The horizontal coordinates were scaled from a topographic map and have
 FC1607.an estimated accuracy of +/- 6 seconds.
 FC1607
 FC1607.The orthometric height was determined by differential leveling
 FC1607.and adjusted by the National Geodetic Survey in June 1991..
 FC1607
 FC1607.The geoid height was determined by GEOID03.
 FC1607
 FC1607.The dynamic height is computed by dividing the NAVD 88
 FC1607.geopotential number by the normal gravity value computed on the
 FC1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1607.degrees latitude (g = 980.6199 gals.).
 FC1607
 FC1607.The modeled gravity was interpolated from observed gravity values.
 FC1607
 FC1607;                    North         East    Units  Estimated Accuracy
 FC1607;SPC TN       -   145,440.      773,750.      MT  (+/- 180 meters Scaled)
 FC1607
 FC1607                          SUPERSEDED SURVEY CONTROL
 FC1607
 FC1607  NGVD 29 (12/12/91)  277.293  (m)          909.75   (f) ADJUSTED    1 2
 FC1607
 FC1607.Superseded values are not recommended for survey control.
 FC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1607.See file dsdata.txt to determine how the superseded data were derived.
 FC1607
 FC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE642467(NAD 83)
 FC1607_MARKER: I = METAL ROD
 FC1607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1607_SP_SET: STAINLESS STEEL ROD
 FC1607_STAMPING: C 295 1983
 FC1607_MARK LOGO: NGS   
 FC1607_PROJECTION: FLUSH
 FC1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1607_ROD/PIPE-DEPTH: 7.8  meters
 FC1607
 FC1607  HISTORY     - Date     Condition        Report By
 FC1607  HISTORY     - 1983     MONUMENTED       NGS
 FC1607
 FC1607                          STATION DESCRIPTION
 FC1607
 FC1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1607'13.3 KM (8.25 MI) NW FROM TALLASSEE.
 FC1607'13.3 KM (8.25 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1607'OFFICE IN TALLASSEE TO THE MARK ON THE RIGHT, AND ON THE PROPERTY OF
 FC1607'MR. EMERT, 8.84 METERS (29.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FC1607'HIGHWAY, 31.39 METERS (103.0 FT) NORTH OF THE NORTH CORNER OF A ONE
 FC1607'STORY BRICK HOUSE, 1.52 METERS (5.0 FT) NORTHWEST OF A UTILITY POLE 5
 FC1607'WITH 2 GUY WIRES AND A TRANSFORMER.
 FC1607'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2469 ***********************************************************************
 EH2469  DESIGNATION -  C 296
 EH2469  PID         -  EH2469
 EH2469  STATE/COUNTY-  TN/SHELBY
 EH2469  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2469
 EH2469                         *CURRENT SURVEY CONTROL
 EH2469  ___________________________________________________________________
 EH2469* NAD 83(1995)-  34 59 43.10542(N)    090 14 49.69556(W)     ADJUSTED  
 EH2469* NAVD 88     -        71.550  (meters)     234.74   (feet)  ADJUSTED  
 EH2469  ___________________________________________________________________
 EH2469  X           -     -22,562.119 (meters)                     COMP
 EH2469  Y           -  -5,230,713.112 (meters)                     COMP
 EH2469  Z           -   3,637,465.845 (meters)                     COMP
 EH2469  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EH2469  ELLIP HEIGHT-          44.34  (meters)          (05/31/05) GPS OBS
 EH2469  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EH2469  DYNAMIC HT  -          71.484 (meters)     234.53  (feet)  COMP
 EH2469  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 EH2469
 EH2469  HORZ ORDER  -  FIRST
 EH2469  VERT ORDER  -  FIRST     CLASS II
 EH2469  ELLP ORDER  -  FOURTH    CLASS II
 EH2469
 EH2469.The horizontal coordinates were established by GPS observations
 EH2469.and adjusted by the National Geodetic Survey in May 2005..
 EH2469
 EH2469.The orthometric height was determined by differential leveling
 EH2469.and adjusted by the National Geodetic Survey in June 1991..
 EH2469
 EH2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2469
 EH2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2469
 EH2469.The ellipsoidal height was determined by GPS observations
 EH2469.and is referenced to NAD 83.
 EH2469
 EH2469.The geoid height was determined by GEOID03.
 EH2469
 EH2469.The dynamic height is computed by dividing the NAVD 88
 EH2469.geopotential number by the normal gravity value computed on the
 EH2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2469.degrees latitude (g = 980.6199 gals.).
 EH2469
 EH2469.The modeled gravity was interpolated from observed gravity values.
 EH2469
 EH2469;                    North         East     Units Scale Factor Converg.
 EH2469;SPC TN       -    81,859.810   212,364.929   MT  1.00005470   -2 29 11.2
 EH2469;SPC TN       -   268,568.39    696,733.94   sFT  1.00005470   -2 29 11.2
 EH2469;UTM  15      - 3,875,985.835   751,250.932   MT  1.00037809   +1 34 46.6
 EH2469
 EH2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2469!SPC TN       -   0.99999304  x   1.00005470  =   1.00004774
 EH2469!UTM  15      -   0.99999304  x   1.00037809  =   1.00037113
 EH2469
 EH2469                          SUPERSEDED SURVEY CONTROL
 EH2469
 EH2469  NAVD 88 (05/31/05)   71.55   (m)          234.7    (f) LEVELING    3  
 EH2469  NGVD 29 (??/??/??)   71.546  (m)          234.73   (f) ADJUSTED    1 2
 EH2469
 EH2469.Superseded values are not recommended for survey control.
 EH2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2469.See file dsdata.txt to determine how the superseded data were derived.
 EH2469
 EH2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5125175986(NAD 83)
 EH2469_MARKER: I = METAL ROD
 EH2469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2469_SP_SET: STAINLESS STEEL ROD
 EH2469_STAMPING: C 296 1983
 EH2469_MARK LOGO: NGS   
 EH2469_PROJECTION: RECESSED 4 CENTIMETERS
 EH2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2469+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 EH2469_ROD/PIPE-DEPTH: 31.6 meters
 EH2469
 EH2469  HISTORY     - Date     Condition        Report By
 EH2469  HISTORY     - 1983     MONUMENTED       NGS
 EH2469  HISTORY     - 20030408 GOOD             USACE
 EH2469  HISTORY     - 20030723 GOOD             EMCINC
 EH2469
 EH2469                          STATION DESCRIPTION
 EH2469
 EH2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2469'14.3 KM (8.9 MI) WNW FROM WALLS MS.
 EH2469'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2469'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2469'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 10.6 KM (6.6 MI) WEST
 EH2469'ALONG THE GRAVEL ROAD ON THE LEVEE TO CONCRETE MILEPOST NUMBER 7/8 AND
 EH2469'THE MARK 3.8 METERS (12.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD ON
 EH2469'THE LEVEE, 3.5 METERS (11.5 FT) NORTHEAST OF A MISSISSIPPI-TENNESSEE
 EH2469'STATE LINE GALVANIZED 4-INCH I-BEAM MARKER, AND 2.45 METERS (8.0 FT)
 EH2469'NORTHWEST OF A CONCRETE MILEPOST NUMBER 7/8.
 EH2469'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 EH2469'THE MARK IS 0.2 M BELOW ROAD.
 EH2469
 EH2469                          STATION RECOVERY (2003)
 EH2469
 EH2469'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2469'RECOVERED IN GOOD CONDITION.
 EH2469
 EH2469                          STATION RECOVERY (2003)
 EH2469
 EH2469'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH2469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2114 ***********************************************************************
 FE2114  DESIGNATION -  C 297
 FE2114  PID         -  FE2114
 FE2114  STATE/COUNTY-  TN/MCNAIRY
 FE2114  USGS QUAD   -  GUYS (1983)
 FE2114
 FE2114                         *CURRENT SURVEY CONTROL
 FE2114  ___________________________________________________________________
 FE2114* NAD 83(1986)-  35 01 26.     (N)    088 31 25.     (W)     SCALED    
 FE2114* NAVD 88     -       152.668  (meters)     500.88   (feet)  ADJUSTED  
 FE2114  ___________________________________________________________________
 FE2114  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2114  DYNAMIC HT  -         152.524 (meters)     500.41  (feet)  COMP
 FE2114  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FE2114
 FE2114  VERT ORDER  -  FIRST     CLASS II
 FE2114
 FE2114.The horizontal coordinates were scaled from a topographic map and have
 FE2114.an estimated accuracy of +/- 6 seconds.
 FE2114
 FE2114.The orthometric height was determined by differential leveling
 FE2114.and adjusted by the National Geodetic Survey in June 1991..
 FE2114
 FE2114.The geoid height was determined by GEOID03.
 FE2114
 FE2114.The dynamic height is computed by dividing the NAVD 88
 FE2114.geopotential number by the normal gravity value computed on the
 FE2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2114.degrees latitude (g = 980.6199 gals.).
 FE2114
 FE2114.The modeled gravity was interpolated from observed gravity values.
 FE2114
 FE2114;                    North         East    Units  Estimated Accuracy
 FE2114;SPC TN       -    79,590.      369,710.      MT  (+/- 180 meters Scaled)
 FE2114
 FE2114                          SUPERSEDED SURVEY CONTROL
 FE2114
 FE2114.No superseded survey control is available for this station.
 FE2114
 FE2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD610767(NAD 83)
 FE2114_MARKER: I = METAL ROD
 FE2114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2114_SP_SET: STAINLESS STEEL ROD
 FE2114_STAMPING: C 297 1983
 FE2114_MARK LOGO: NGS   
 FE2114_PROJECTION: FLUSH
 FE2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2114_ROD/PIPE-DEPTH: 6.7  meters
 FE2114
 FE2114  HISTORY     - Date     Condition        Report By
 FE2114  HISTORY     - 1983     MONUMENTED       NGS
 FE2114  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE2114
 FE2114                          STATION DESCRIPTION
 FE2114
 FE2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2114'10.2 KM (6.35 MI) NORTH FROM CORINTH MS.
 FE2114'10.2 KM (6.35 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2114'CORINTH, MISSISSIPPI TO THE MARK ON THE RIGHT, 15.09 METERS (49.5 FT)
 FE2114'EAST OF THE CENTERLINE OF THE HIGHWAY, 7.99 METERS (26.2 FT) SOUTH OF
 FE2114'A 2 FOOT DIAMETER CONCRETE CULVERT, 3.35 METERS (11.0 FT) WEST OF A
 FE2114'CORNER BRACE POST, 0.79 METER (2.6 FT) EAST OF A CORNER FENCE POST,
 FE2114'AND 0.61 METER (2.0 FT) NORTH OF THE FENCELINE.
 FE2114'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FE2114'THE MARK IS 0.61 M BELOW HIGHWAY.
 FE2114
 FE2114                          STATION RECOVERY (2002)
 FE2114
 FE2114'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2114'STATION IS SUSPECTED DESTROYED DUE TO NEW HWY 45 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2140 ***********************************************************************
 FE2140  DESIGNATION -  C 298
 FE2140  PID         -  FE2140
 FE2140  STATE/COUNTY-  TN/HARDEMAN
 FE2140  USGS QUAD   -  MIDDLETON (1980)
 FE2140
 FE2140                         *CURRENT SURVEY CONTROL
 FE2140  ___________________________________________________________________
 FE2140* NAD 83(1986)-  35 02 25.     (N)    088 54 32.     (W)     SCALED    
 FE2140* NAVD 88     -       150.493  (meters)     493.74   (feet)  ADJUSTED  
 FE2140  ___________________________________________________________________
 FE2140  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2140  DYNAMIC HT  -         150.351 (meters)     493.28  (feet)  COMP
 FE2140  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FE2140
 FE2140  VERT ORDER  -  FIRST     CLASS II
 FE2140
 FE2140.The horizontal coordinates were scaled from a topographic map and have
 FE2140.an estimated accuracy of +/- 6 seconds.
 FE2140
 FE2140.The orthometric height was determined by differential leveling
 FE2140.and adjusted by the National Geodetic Survey in June 1991..
 FE2140
 FE2140.The geoid height was determined by GEOID03.
 FE2140
 FE2140.The dynamic height is computed by dividing the NAVD 88
 FE2140.geopotential number by the normal gravity value computed on the
 FE2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2140.degrees latitude (g = 980.6199 gals.).
 FE2140
 FE2140.The modeled gravity was interpolated from observed gravity values.
 FE2140
 FE2140;                    North         East    Units  Estimated Accuracy
 FE2140;SPC TN       -    82,380.      334,610.      MT  (+/- 180 meters Scaled)
 FE2140
 FE2140                          SUPERSEDED SURVEY CONTROL
 FE2140
 FE2140.No superseded survey control is available for this station.
 FE2140
 FE2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD258791(NAD 83)
 FE2140_MARKER: I = METAL ROD
 FE2140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2140_SP_SET: STAINLESS STEEL ROD
 FE2140_STAMPING: C 298 1983
 FE2140_MARK LOGO: NGS   
 FE2140_PROJECTION: FLUSH
 FE2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2140_ROD/PIPE-DEPTH: 7.92 meters
 FE2140
 FE2140  HISTORY     - Date     Condition        Report By
 FE2140  HISTORY     - 1983     MONUMENTED       NGS
 FE2140  HISTORY     - 20020919 POOR             USACE
 FE2140
 FE2140                          STATION DESCRIPTION
 FE2140
 FE2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2140'3.9 KM (2.45 MI) SW FROM MIDDLETON.
 FE2140'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2140'SOUTHERN RAILROAD IN MIDDLETON, THENCE 1.5 KM (0.95 MI) WEST ALONG
 FE2140'STATE HIGHWAY 57 TO THE JUNCTION OF GENTRY CHAPEL ROAD AND THE MARK ON
 FE2140'THE LEFT, 14.57 METERS (47.8 FT) SOUTH OF THE CENTERLINE OF THE
 FE2140'HIGHWAY, 10.36 METERS (34.0 FT) EAST OF THE APPROXIMATE CENTER OF THE
 FE2140'ROAD, 3.47 METERS (11.4 FT) EAST OF A CORNER FENCE POST, AND
 FE2140'0.43 METERS (1.4 FT) NORTH OF THE FENCE LINE.
 FE2140'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2140'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2140
 FE2140                          STATION RECOVERY (2002)
 FE2140
 FE2140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2140'FOUND ROD EXPOSED APPROX. 1 FT AND BENT SEVERLY. ACCESS COVER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2166 ***********************************************************************
 FE2166  DESIGNATION -  C 299
 FE2166  PID         -  FE2166
 FE2166  STATE/COUNTY-  TN/FAYETTE
 FE2166  USGS QUAD   -  MOSCOW (1965)
 FE2166
 FE2166                         *CURRENT SURVEY CONTROL
 FE2166  ___________________________________________________________________
 FE2166* NAD 83(1986)-  35 03 28.     (N)    089 22 35.     (W)     SCALED    
 FE2166* NAVD 88     -       121.960  (meters)     400.13   (feet)  ADJUSTED  
 FE2166  ___________________________________________________________________
 FE2166  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2166  DYNAMIC HT  -         121.845 (meters)     399.75  (feet)  COMP
 FE2166  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FE2166
 FE2166  VERT ORDER  -  FIRST     CLASS II
 FE2166
 FE2166.The horizontal coordinates were scaled from a topographic map and have
 FE2166.an estimated accuracy of +/- 6 seconds.
 FE2166
 FE2166.The orthometric height was determined by differential leveling
 FE2166.and adjusted by the National Geodetic Survey in June 1991..
 FE2166
 FE2166.The geoid height was determined by GEOID03.
 FE2166
 FE2166.The dynamic height is computed by dividing the NAVD 88
 FE2166.geopotential number by the normal gravity value computed on the
 FE2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2166.degrees latitude (g = 980.6199 gals.).
 FE2166
 FE2166.The modeled gravity was interpolated from observed gravity values.
 FE2166
 FE2166;                    North         East    Units  Estimated Accuracy
 FE2166;SPC TN       -    85,690.      292,040.      MT  (+/- 180 meters Scaled)
 FE2166
 FE2166                          SUPERSEDED SURVEY CONTROL
 FE2166
 FE2166.No superseded survey control is available for this station.
 FE2166
 FE2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD832820(NAD 83)
 FE2166_MARKER: I = METAL ROD
 FE2166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2166_SP_SET: STAINLESS STEEL ROD
 FE2166_STAMPING: C 299 1983
 FE2166_MARK LOGO: NGS   
 FE2166_PROJECTION: FLUSH
 FE2166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2166+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2166_ROD/PIPE-DEPTH: 8.53 meters
 FE2166
 FE2166  HISTORY     - Date     Condition        Report By
 FE2166  HISTORY     - 1983     MONUMENTED       NGS
 FE2166  HISTORY     - 20020924 GOOD             USACE
 FE2166  HISTORY     - 20060506 GOOD             GEOCAC
 FE2166
 FE2166                          STATION DESCRIPTION
 FE2166
 FE2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2166'1.7 KM (1.05 MI) EAST FROM MOSCOW.
 FE2166'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2166'STATE HIGHWAY 76 NORTH IN MOSCOW TO THE MARK ON THE LEFT, 14.33 METERS
 FE2166'(47.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 73.06 METERS
 FE2166'(239.7 FT) EAST OF THE CENTER OF A DRIVEWAY TO A BRICK HOUSE WHICH IS
 FE2166'ABOUT 300 FEET OFF THE HIGHWAY, 68.06 METERS (223.3 FT) EAST OF A
 FE2166'TELEPHONE JUNCTION BOX, AND 1.07 METERS (3.5 FT) WEST OF A POWERLINE
 FE2166'POLE.
 FE2166'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2166'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2166
 FE2166                          STATION RECOVERY (2002)
 FE2166
 FE2166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2166'POWERPOLE LINE HAS BEEN MOVED. MONUMENT IS NOW 8.0 FT S OF POWERPOLE
 FE2166'AND WITNESS POST.
 FE2166
 FE2166                          STATION RECOVERY (2006)
 FE2166
 FE2166'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2166'RECOVERED AS DESCRIBED.  SCALED COORDINATES ARE OFF BY MORE THAN
 FE2166'USUAL, A WAYPOINT TAKEN WITH A HANDHELD GPS SHOWS THE MARK IS AT N 35
 FE2166'03.490' W 89 22.646'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1143 ***********************************************************************
 GC1143  DESIGNATION -  C 3
 GC1143  PID         -  GC1143
 GC1143  STATE/COUNTY-  TN/MONTGOMERY
 GC1143  USGS QUAD   -  CLARKSVILLE (1984)
 GC1143
 GC1143                         *CURRENT SURVEY CONTROL
 GC1143  ___________________________________________________________________
 GC1143* NAD 83(1986)-  36 35 34.     (N)    087 15 50.     (W)     SCALED    
 GC1143* NAVD 88     -       158.904  (meters)     521.34   (feet)  ADJUSTED  
 GC1143  ___________________________________________________________________
 GC1143  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1143  DYNAMIC HT  -         158.775 (meters)     520.91  (feet)  COMP
 GC1143  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GC1143
 GC1143  VERT ORDER  -  FIRST     CLASS II
 GC1143
 GC1143.The horizontal coordinates were scaled from a topographic map and have
 GC1143.an estimated accuracy of +/- 6 seconds.
 GC1143
 GC1143.The orthometric height was determined by differential leveling
 GC1143.and adjusted by the National Geodetic Survey in June 1991..
 GC1143
 GC1143.The geoid height was determined by GEOID03.
 GC1143
 GC1143.The dynamic height is computed by dividing the NAVD 88
 GC1143.geopotential number by the normal gravity value computed on the
 GC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1143.degrees latitude (g = 980.6199 gals.).
 GC1143
 GC1143.The modeled gravity was interpolated from observed gravity values.
 GC1143
 GC1143;                    North         East    Units  Estimated Accuracy
 GC1143;SPC TN       -   251,420.      486,900.      MT  (+/- 180 meters Scaled)
 GC1143
 GC1143                          SUPERSEDED SURVEY CONTROL
 GC1143
 GC1143  NGVD 29 (??/??/92)  158.977  (m)          521.58   (f) ADJ UNCH    1 2
 GC1143
 GC1143.Superseded values are not recommended for survey control.
 GC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1143.See file dsdata.txt to determine how the superseded data were derived.
 GC1143
 GC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF763497(NAD 83)
 GC1143_MARKER: DB = BENCH MARK DISK
 GC1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1143_STAMPING: C 3 1921
 GC1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1143+STABILITY: SURFACE MOTION
 GC1143
 GC1143  HISTORY     - Date     Condition        Report By
 GC1143  HISTORY     - 1921     MONUMENTED       CGS
 GC1143  HISTORY     - 1954     GOOD             NGS
 GC1143  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1143
 GC1143                          STATION DESCRIPTION
 GC1143
 GC1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1143'2.5 MI NE FROM ST BETHLEHEM.
 GC1143'2.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1143'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1143'503 YARDS NORTHEAST OF MILE POST 171, 16 1/2 FEET SOUTHEAST OF
 GC1143'SOUTHEAST RAIL, 44 1/2 FEET EAST OF CENTER OF AN ABANDONED TRAIL
 GC1143'CROSSING, 6.2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 8 YARDS
 GC1143'NORTHEAST OF THE SOUTHWEST END OF A CUT, ABOUT 1/2 FOOT ABOVE
 GC1143'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1143'10 INCHES.
 GC1143
 GC1143                          STATION RECOVERY (1984)
 GC1143
 GC1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1143'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2145 ***********************************************************************
 FE2145  DESIGNATION -  C 300
 FE2145  PID         -  FE2145
 FE2145  STATE/COUNTY-  TN/HARDEMAN
 FE2145  USGS QUAD   -  MIDDLETON (1980)
 FE2145
 FE2145                         *CURRENT SURVEY CONTROL
 FE2145  ___________________________________________________________________
 FE2145* NAD 83(1986)-  35 02 34.     (N)    088 59 02.     (W)     SCALED    
 FE2145* NAVD 88     -       178.895  (meters)     586.92   (feet)  ADJUSTED  
 FE2145  ___________________________________________________________________
 FE2145  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2145  DYNAMIC HT  -         178.724 (meters)     586.36  (feet)  COMP
 FE2145  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FE2145
 FE2145  VERT ORDER  -  FIRST     CLASS II
 FE2145
 FE2145.The horizontal coordinates were scaled from a topographic map and have
 FE2145.an estimated accuracy of +/- 6 seconds.
 FE2145
 FE2145.The orthometric height was determined by differential leveling
 FE2145.and adjusted by the National Geodetic Survey in June 1991..
 FE2145
 FE2145.The geoid height was determined by GEOID03.
 FE2145
 FE2145.The dynamic height is computed by dividing the NAVD 88
 FE2145.geopotential number by the normal gravity value computed on the
 FE2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2145.degrees latitude (g = 980.6199 gals.).
 FE2145
 FE2145.The modeled gravity was interpolated from observed gravity values.
 FE2145
 FE2145;                    North         East    Units  Estimated Accuracy
 FE2145;SPC TN       -    82,860.      327,780.      MT  (+/- 180 meters Scaled)
 FE2145
 FE2145                          SUPERSEDED SURVEY CONTROL
 FE2145
 FE2145.No superseded survey control is available for this station.
 FE2145
 FE2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD190795(NAD 83)
 FE2145_MARKER: I = METAL ROD
 FE2145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2145_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2145_STAMPING: C 300 1983
 FE2145_MARK LOGO: NGS   
 FE2145_PROJECTION: RECESSED 3 CENTIMETERS
 FE2145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2145+STABILITY: POSITION/ELEVATION WELL
 FE2145_ROD/PIPE-DEPTH: 7.92 meters
 FE2145_SLEEVE-DEPTH  : 6.09 meters
 FE2145
 FE2145  HISTORY     - Date     Condition        Report By
 FE2145  HISTORY     - 1983     MONUMENTED       NGS
 FE2145  HISTORY     - 20020410 POOR             USACE
 FE2145
 FE2145                          STATION DESCRIPTION
 FE2145
 FE2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2145'12.45 KM (7.75 MI) WEST FROM MIDDLETON.
 FE2145'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2145'SOUTHERN RAILROAD IN MIDDLETON, THENCE 10.05 KM (6.25 MI) WEST ALONG
 FE2145'STATE HIGHWAY 57, SET IN THE SOUTHEAST CORNER OF THE LAWN OF THE GRACE
 FE2145'BIBLE CHURCH, 0.1 KM (0.05 MI) EAST OF AN ASPHALT ROAD LEADING NORTH,
 FE2145'33.22 METERS (109.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2145'24.56 METERS (80.6 FT) NORTHWEST OF A POWER POLE WITH THREE
 FE2145'TRANSFORMERS AND AT A POINT WHERE THE WIRES CROSS THE HIGHWAY,
 FE2145'13.23 METERS (43.4 FT) SOUTH OF THE NORTHEAST CORNER OF THE CHURCH,
 FE2145'0.94 METERS (3.7 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2145'CHURCH, AND 5.18 METERS (17.0 FT) EAST OF THE CENTER OF THE TWO DOORS
 FE2145'OF THE MAIN ENTRANCE OF THE CHURCH.
 FE2145'THE MARK IS 2.44 M ABOVE HIGHWAY.
 FE2145
 FE2145                          STATION RECOVERY (2002)
 FE2145
 FE2145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2145'SIDEWALK HAS BEEN POURED OVER MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1353 ***********************************************************************
 FD1353  DESIGNATION -  C 301
 FD1353  PID         -  FD1353
 FD1353  STATE/COUNTY-  TN/LAWRENCE
 FD1353  USGS QUAD   -  ST JOSEPH (1976)
 FD1353
 FD1353                         *CURRENT SURVEY CONTROL
 FD1353  ___________________________________________________________________
 FD1353* NAD 83(1986)-  35 01 44.     (N)    087 33 47.     (W)     SCALED    
 FD1353* NAVD 88     -       179.831  (meters)     590.00   (feet)  ADJUSTED  
 FD1353  ___________________________________________________________________
 FD1353  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1353  DYNAMIC HT  -         179.661 (meters)     589.44  (feet)  COMP
 FD1353  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FD1353
 FD1353  VERT ORDER  -  FIRST     CLASS II
 FD1353
 FD1353.The horizontal coordinates were scaled from a topographic map and have
 FD1353.an estimated accuracy of +/- 6 seconds.
 FD1353
 FD1353.The orthometric height was determined by differential leveling
 FD1353.and adjusted by the National Geodetic Survey in June 1991..
 FD1353
 FD1353.The geoid height was determined by GEOID03.
 FD1353
 FD1353.The dynamic height is computed by dividing the NAVD 88
 FD1353.geopotential number by the normal gravity value computed on the
 FD1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1353.degrees latitude (g = 980.6199 gals.).
 FD1353
 FD1353.The modeled gravity was interpolated from observed gravity values.
 FD1353
 FD1353;                    North         East    Units  Estimated Accuracy
 FD1353;SPC TN       -    78,310.      457,360.      MT  (+/- 180 meters Scaled)
 FD1353
 FD1353                          SUPERSEDED SURVEY CONTROL
 FD1353
 FD1353.No superseded survey control is available for this station.
 FD1353
 FD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD486763(NAD 83)
 FD1353_MARKER: I = METAL ROD
 FD1353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1353+WITH SETTING: INFORMATION.
 FD1353_SP_SET: SHALLOW SET METAL ROD
 FD1353_STAMPING: C 301 1983
 FD1353_MARK LOGO: NGS   
 FD1353_PROJECTION: FLUSH
 FD1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1353+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD1353_ROD/PIPE-DEPTH: 1.22 meters
 FD1353
 FD1353  HISTORY     - Date     Condition        Report By
 FD1353  HISTORY     - 1983     MONUMENTED       NGS
 FD1353  HISTORY     - 20010727 GOOD             TNDT
 FD1353
 FD1353                          STATION DESCRIPTION
 FD1353
 FD1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1353'2.1 KM (1.3 MI) EAST FROM IRON CITY.
 FD1353'0.2 KM (0.15 MI) NORTH ALONG SOUTH WALNUT STREET FROM THE POST OFFICE
 FD1353'IN IRON CITY TO A FORK IN THE ROAD, THENCE 0.1 KM (0.05 MI) NORTHEAST
 FD1353'AT THE FORK TO THE JUNCTION OF IRON CITY ROAD, THENCE 1.8 KM (1.1 MI)
 FD1353'EAST ALONG IRON CITY ROAD TO THE MARK ON THE LEFT, 9.60 METERS
 FD1353'(31.5 FT) NORTH OF THE THE CENTERLINE OF IRON CITY ROAD, 13.56 METERS
 FD1353'(44.5 FT) WEST OF THE NORTHEAST CORNER OF A SMALL METAL SHED,
 FD1353'13.11 METERS (43.0 FT) WEST OF A TELEPHONE JUNCTION BOX, AND
 FD1353'4.88 METERS (16.0 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX.
 FD1353'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1353'THE MARK IS ABOVE LEVEL WITH ROAD.
 FD1353
 FD1353                          STATION RECOVERY (2001)
 FD1353
 FD1353'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1384 ***********************************************************************
 FD1384  DESIGNATION -  C 302
 FD1384  PID         -  FD1384
 FD1384  STATE/COUNTY-  TN/MAURY
 FD1384  USGS QUAD   -  COLUMBIA (1989)
 FD1384
 FD1384                         *CURRENT SURVEY CONTROL
 FD1384  ___________________________________________________________________
 FD1384* NAD 83(1986)-  35 35 57.     (N)    087 04 26.     (W)     SCALED    
 FD1384* NAVD 88     -       184.859  (meters)     606.49   (feet)  ADJUSTED  
 FD1384  ___________________________________________________________________
 FD1384  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD1384  DYNAMIC HT  -         184.696 (meters)     605.96  (feet)  COMP
 FD1384  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD1384
 FD1384  VERT ORDER  -  FIRST     CLASS II
 FD1384
 FD1384.The horizontal coordinates were scaled from a topographic map and have
 FD1384.an estimated accuracy of +/- 6 seconds.
 FD1384
 FD1384.The orthometric height was determined by differential leveling
 FD1384.and adjusted by the National Geodetic Survey in June 1991..
 FD1384
 FD1384.The geoid height was determined by GEOID03.
 FD1384
 FD1384.The dynamic height is computed by dividing the NAVD 88
 FD1384.geopotential number by the normal gravity value computed on the
 FD1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1384.degrees latitude (g = 980.6199 gals.).
 FD1384
 FD1384.The modeled gravity was interpolated from observed gravity values.
 FD1384
 FD1384;                    North         East    Units  Estimated Accuracy
 FD1384;SPC TN       -   140,980.      502,690.      MT  (+/- 180 meters Scaled)
 FD1384
 FD1384                          SUPERSEDED SURVEY CONTROL
 FD1384
 FD1384.No superseded survey control is available for this station.
 FD1384
 FD1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE933394(NAD 83)
 FD1384_MARKER: DB = BENCH MARK DISK
 FD1384_SETTING: 66 = SET IN ROCK OUTCROP
 FD1384_SP_SET: ROCK OUTCROP
 FD1384_STAMPING: C 302 1984
 FD1384_MARK LOGO: NGS   
 FD1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1384+STABILITY: POSITION/ELEVATION WELL
 FD1384
 FD1384  HISTORY     - Date     Condition        Report By
 FD1384  HISTORY     - 1984     MONUMENTED       NGS
 FD1384
 FD1384                          STATION DESCRIPTION
 FD1384
 FD1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1384'14.5 KM (9.0 MI) NE FROM MOUNT PLEASANT.
 FD1384'14.5 KM (9.0 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1384'MOUNT PLEASANT TO THE BRIDGE OVER BIGBY CREEK AND THE MARK JUST PAST
 FD1384'IT ON THE LEFT, ALSO 3.7 KM (2.3 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM
 FD1384'THE POST OFFICE IN COLUMBIA TO THE MARK ON THE RIGHT, SET IN BEDROCK
 FD1384'OUTCROP, 14.75 METERS (48.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 FD1384'HIGHWAY, 39.07 METERS (128.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 FD1384'HARDEES RESTAURANT, 21.24 METERS (69.7 FT) NORTH OF THE NORTHWEST
 FD1384'CORNER OF THE BRIDGE OVER BIGBY CREEK, AND 16.00 METERS (52.5 FT)
 FD1384'SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE.
 FD1384'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 FD1384'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1367 ***********************************************************************
 FD1367  DESIGNATION -  C 303
 FD1367  PID         -  FD1367
 FD1367  STATE/COUNTY-  TN/LAWRENCE
 FD1367  USGS QUAD   -  ETHRIDGE (1988)
 FD1367
 FD1367                         *CURRENT SURVEY CONTROL
 FD1367  ___________________________________________________________________
 FD1367* NAD 83(1986)-  35 19 26.     (N)    087 17 39.     (W)     SCALED    
 FD1367* NAVD 88     -       302.026  (meters)     990.90   (feet)  ADJUSTED  
 FD1367  ___________________________________________________________________
 FD1367  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD1367  DYNAMIC HT  -         301.741 (meters)     989.96  (feet)  COMP
 FD1367  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD1367
 FD1367  VERT ORDER  -  FIRST     CLASS II
 FD1367
 FD1367.The horizontal coordinates were scaled from a topographic map and have
 FD1367.an estimated accuracy of +/- 6 seconds.
 FD1367
 FD1367.The orthometric height was determined by differential leveling
 FD1367.and adjusted by the National Geodetic Survey in June 1991..
 FD1367
 FD1367.The geoid height was determined by GEOID03.
 FD1367
 FD1367.The dynamic height is computed by dividing the NAVD 88
 FD1367.geopotential number by the normal gravity value computed on the
 FD1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1367.degrees latitude (g = 980.6199 gals.).
 FD1367
 FD1367.The modeled gravity was interpolated from observed gravity values.
 FD1367
 FD1367;                    North         East    Units  Estimated Accuracy
 FD1367;SPC TN       -   110,680.      482,330.      MT  (+/- 180 meters Scaled)
 FD1367
 FD1367                          SUPERSEDED SURVEY CONTROL
 FD1367
 FD1367.No superseded survey control is available for this station.
 FD1367
 FD1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE732090(NAD 83)
 FD1367_MARKER: I = METAL ROD
 FD1367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1367_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1367_STAMPING: C 303 1984
 FD1367_MARK LOGO: NGS   
 FD1367_PROJECTION: RECESSED 4 CENTIMETERS
 FD1367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1367+STABILITY: POSITION/ELEVATION WELL
 FD1367_ROD/PIPE-DEPTH: 17.4 meters
 FD1367_SLEEVE-DEPTH  : 6.09 meters
 FD1367
 FD1367  HISTORY     - Date     Condition        Report By
 FD1367  HISTORY     - 1984     MONUMENTED       NGS
 FD1367
 FD1367                          STATION DESCRIPTION
 FD1367
 FD1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1367'11.2 KM (6.95 MI) NORTH FROM LAWRENCEBURG.
 FD1367'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1367'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1367'THENCE 10.7 KM (6.65 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE MARK SET
 FD1367'IN THE LAWN AT THE SOUTHEAST CORNER OF THE ETHRIDGE CHURCH OF CHRIST
 FD1367'BUILDING, 121.92 METERS (400.0 FT) WEST OF THE HIGHWAY, 4.63 METERS
 FD1367'(15.2 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH,
 FD1367'6.40 METERS (21.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH
 FD1367'PORCH, 13.72 METERS (45.0 FT) WEST OF THE WEST CURB OF THE EAST
 FD1367'PARKING LOT, 3.26 METERS (10.7 FT) NORTH OF THE NORTH CURB OF THE
 FD1367'SOUTH PARKING LOT, AND 26.40 METERS (86.6 FT) NORTH OF A LIGHT POLE.
 FD1367'THE MARK IS 0.18 M ABOVE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1974 ***********************************************************************
 GC1974  DESIGNATION -  C 304
 GC1974  PID         -  GC1974
 GC1974  STATE/COUNTY-  TN/DAVIDSON
 GC1974  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1974
 GC1974                         *CURRENT SURVEY CONTROL
 GC1974  ___________________________________________________________________
 GC1974* NAD 83(1986)-  36 12 32.     (N)    086 52 00.     (W)     SCALED    
 GC1974* NAVD 88     -       134.265  (meters)     440.50   (feet)  ADJUSTED  
 GC1974  ___________________________________________________________________
 GC1974  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1974  DYNAMIC HT  -         134.149 (meters)     440.12  (feet)  COMP
 GC1974  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC1974
 GC1974  VERT ORDER  -  FIRST     CLASS II
 GC1974
 GC1974.The horizontal coordinates were scaled from a topographic map and have
 GC1974.an estimated accuracy of +/- 6 seconds.
 GC1974
 GC1974.The orthometric height was determined by differential leveling
 GC1974.and adjusted by the National Geodetic Survey in June 1991..
 GC1974
 GC1974.The geoid height was determined by GEOID03.
 GC1974
 GC1974.The dynamic height is computed by dividing the NAVD 88
 GC1974.geopotential number by the normal gravity value computed on the
 GC1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1974.degrees latitude (g = 980.6199 gals.).
 GC1974
 GC1974.The modeled gravity was interpolated from observed gravity values.
 GC1974
 GC1974;                    North         East    Units  Estimated Accuracy
 GC1974;SPC TN       -   208,440.      522,070.      MT  (+/- 180 meters Scaled)
 GC1974
 GC1974                          SUPERSEDED SURVEY CONTROL
 GC1974
 GC1974.No superseded survey control is available for this station.
 GC1974
 GC1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF119071(NAD 83)
 GC1974_MARKER: DB = BENCH MARK DISK
 GC1974_SETTING: 66 = SET IN ROCK OUTCROP
 GC1974_SP_SET: ROCK OUTCROP
 GC1974_STAMPING: C 304 1984
 GC1974_MARK LOGO: NGS   
 GC1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1974+STABILITY: POSITION/ELEVATION WELL
 GC1974
 GC1974  HISTORY     - Date     Condition        Report By
 GC1974  HISTORY     - 1984     MONUMENTED       NGS
 GC1974
 GC1974                          STATION DESCRIPTION
 GC1974
 GC1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1974'4.5 KM (2.8 MI) NW FROM NASHVILLE.
 GC1974'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1974'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE, THENCE 3.4 KM (2.1 MI)
 GC1974'WEST ALONG STATE HIGHWAY 12 TO THE MARK ON THE LEFT, A DISK SET IN
 GC1974'BEDROCK AND IN LINE WITH AN UNUSABLE DRIVE ENTRANCE, 18.53 METERS
 GC1974'(60.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.89 METERS
 GC1974'(58.7 FT) EAST-NORTHEAST OF A LARGE PINE TREE, 16.24 METERS (53.3 FT)
 GC1974'NORTH OF A 50 INCH CIRCUMFERENCE TREE, AND 10.80 METERS (35.4 FT)
 GC1974'SOUTH-SOUTHEAST OF A CONCRETE BOX CULVERT UNDER THE DRIVE.
 GC1974'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 GC1974'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1998 ***********************************************************************
 GC1998  DESIGNATION -  C 305
 GC1998  PID         -  GC1998
 GC1998  STATE/COUNTY-  TN/CHEATHAM
 GC1998  USGS QUAD   -  HENRIETTA (1983)
 GC1998
 GC1998                         *CURRENT SURVEY CONTROL
 GC1998  ___________________________________________________________________
 GC1998* NAD 83(1986)-  36 23 23.     (N)    087 11 45.     (W)     SCALED    
 GC1998* NAVD 88     -       177.387  (meters)     581.98   (feet)  ADJUSTED  
 GC1998  ___________________________________________________________________
 GC1998  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1998  DYNAMIC HT  -         177.239 (meters)     581.49  (feet)  COMP
 GC1998  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GC1998
 GC1998  VERT ORDER  -  FIRST     CLASS II
 GC1998
 GC1998.The horizontal coordinates were scaled from a topographic map and have
 GC1998.an estimated accuracy of +/- 6 seconds.
 GC1998
 GC1998.The orthometric height was determined by differential leveling
 GC1998.and adjusted by the National Geodetic Survey in June 1991..
 GC1998
 GC1998.The geoid height was determined by GEOID03.
 GC1998
 GC1998.The dynamic height is computed by dividing the NAVD 88
 GC1998.geopotential number by the normal gravity value computed on the
 GC1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1998.degrees latitude (g = 980.6199 gals.).
 GC1998
 GC1998.The modeled gravity was interpolated from observed gravity values.
 GC1998
 GC1998;                    North         East    Units  Estimated Accuracy
 GC1998;SPC TN       -   228,810.      492,720.      MT  (+/- 180 meters Scaled)
 GC1998
 GC1998                          SUPERSEDED SURVEY CONTROL
 GC1998
 GC1998.No superseded survey control is available for this station.
 GC1998
 GC1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF824271(NAD 83)
 GC1998_MARKER: I = METAL ROD
 GC1998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1998_SP_SET: STAINLESS STEEL ROD
 GC1998_STAMPING: C 305 1984
 GC1998_MARK LOGO: NGS   
 GC1998_PROJECTION: FLUSH
 GC1998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1998_ROD/PIPE-DEPTH: 3.66 meters
 GC1998
 GC1998  HISTORY     - Date     Condition        Report By
 GC1998  HISTORY     - 1984     MONUMENTED       NGS
 GC1998
 GC1998                          STATION DESCRIPTION
 GC1998
 GC1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1998'8.0 KM (4.95 MI) NW FROM CHEAP HILL.
 GC1998'8.0 KM (4.95 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1998'IN CHEAP HILL TO THE MARK ON THE RIGHT, AT A FARM ACCESS ROAD,
 GC1998'12.53 METERS (41.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC1998'8.84 METERS (29.0 FT) NORTHWEST OF THE ACCESS ROAD, AND 0.70 METERS
 GC1998'(2.3 FT) SOUTHWEST OF A BARBWIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO
 GC1998'REFUSAL.
 GC1998'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC1998'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2285 ***********************************************************************
 FF2285  DESIGNATION -  C 307
 FF2285  PID         -  FF2285
 FF2285  STATE/COUNTY-  TN/SHELBY
 FF2285  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2285
 FF2285                         *CURRENT SURVEY CONTROL
 FF2285  ___________________________________________________________________
 FF2285* NAD 83(1995)-  35 02 08.12590(N)    090 04 21.01207(W)     ADJUSTED  
 FF2285* NAVD 88     -        73.906  (meters)     242.47   (feet)  ADJUSTED  
 FF2285  ___________________________________________________________________
 FF2285  X           -      -6,615.878 (meters)                     COMP
 FF2285  Y           -  -5,228,195.038 (meters)                     COMP
 FF2285  Z           -   3,641,127.312 (meters)                     COMP
 FF2285  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FF2285  ELLIP HEIGHT-          46.56  (meters)          (05/31/05) GPS OBS
 FF2285  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2285  DYNAMIC HT  -          73.838 (meters)     242.25  (feet)  COMP
 FF2285  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FF2285
 FF2285  HORZ ORDER  -  FIRST
 FF2285  VERT ORDER  -  FIRST     CLASS II
 FF2285  ELLP ORDER  -  FOURTH    CLASS II
 FF2285
 FF2285.The horizontal coordinates were established by GPS observations
 FF2285.and adjusted by the National Geodetic Survey in May 2005..
 FF2285
 FF2285.The orthometric height was determined by differential leveling
 FF2285.and adjusted by the National Geodetic Survey in July 1994..
 FF2285
 FF2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2285
 FF2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2285
 FF2285.The ellipsoidal height was determined by GPS observations
 FF2285.and is referenced to NAD 83.
 FF2285
 FF2285.The geoid height was determined by GEOID03.
 FF2285
 FF2285.The dynamic height is computed by dividing the NAVD 88
 FF2285.geopotential number by the normal gravity value computed on the
 FF2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2285.degrees latitude (g = 980.6199 gals.).
 FF2285
 FF2285.The modeled gravity was interpolated from observed gravity values.
 FF2285
 FF2285;                    North         East     Units Scale Factor Converg.
 FF2285;SPC TN       -    85,647.766   228,480.279   MT  1.00004475   -2 23 03.1
 FF2285;SPC TN       -   280,996.05    749,605.72   sFT  1.00004475   -2 23 03.1
 FF2285;UTM  15      - 3,880,908.768   767,063.120   MT  1.00047911   +1 40 53.9
 FF2285;UTM  16      - 3,881,306.894   219,704.281   MT  1.00056840   -1 45 54.1
 FF2285
 FF2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2285!SPC TN       -   0.99999269  x   1.00004475  =   1.00003744
 FF2285!UTM  15      -   0.99999269  x   1.00047911  =   1.00047180
 FF2285!UTM  16      -   0.99999269  x   1.00056840  =   1.00056109
 FF2285
 FF2285                          SUPERSEDED SURVEY CONTROL
 FF2285
 FF2285  NAVD 88 (05/31/05)   73.91   (m)          242.5    (f) LEVELING    3  
 FF2285
 FF2285.Superseded values are not recommended for survey control.
 FF2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2285.See file dsdata.txt to determine how the superseded data were derived.
 FF2285
 FF2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6706380909(NAD 83)
 FF2285_MARKER: I = METAL ROD
 FF2285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2285_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2285_STAMPING: C 307 1991
 FF2285_MARK LOGO: NGS   
 FF2285_PROJECTION: FLUSH
 FF2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2285+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2285_ROD/PIPE-DEPTH: 9.70 meters
 FF2285_SLEEVE-DEPTH  : 0.90 meters
 FF2285
 FF2285  HISTORY     - Date     Condition        Report By
 FF2285  HISTORY     - 1991     MONUMENTED       NGS
 FF2285  HISTORY     - 19940801 GOOD             TN1620
 FF2285  HISTORY     - 20021028 GOOD             USACE
 FF2285  HISTORY     - 20030701 GOOD             EMCINC
 FF2285
 FF2285                          STATION DESCRIPTION
 FF2285
 FF2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2285'IN MEMPHIS, AT THE INTERSECTION OF U.S. HIGHWAY 61 (SOUTH 3RD STREET)
 FF2285'AND RAINS ROAD, 29.9 M (98.1 FT) EAST OF THE CENTER OF THE NORTHBOUND
 FF2285'LANES OF THE HIGHWAY, 23.4 M (76.8 FT) SOUTHEAST OF THE SOUTH CORNER
 FF2285'OF A BRIDGE SPANNING CYPRESS CREEK, 21.1 M (69.2 FT) NORTH OF THE
 FF2285'CENTERLINE OF THE ROAD, 11.4 M (37.4 FT) WEST OF A UTILITY POLE, 0.5
 FF2285'M (1.6 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 FF2285'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2285'LOGO CAP.
 FF2285
 FF2285                          STATION RECOVERY (1994)
 FF2285
 FF2285'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF2285'RECOVERED IN GOOD CONDITION.
 FF2285
 FF2285                          STATION RECOVERY (2002)
 FF2285
 FF2285'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2285'MARK IS NOW 5.0 FT W OF POWER POLE.
 FF2285
 FF2285                          STATION RECOVERY (2003)
 FF2285
 FF2285'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2285'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1202 ***********************************************************************
 FD1202  DESIGNATION -  C 31
 FD1202  PID         -  FD1202
 FD1202  STATE/COUNTY-  TN/PERRY
 FD1202  USGS QUAD   -  LINDEN (1968)
 FD1202
 FD1202                         *CURRENT SURVEY CONTROL
 FD1202  ___________________________________________________________________
 FD1202* NAD 83(1986)-  35 36 13.     (N)    087 50 27.     (W)     SCALED    
 FD1202* NAVD 88     -       148.667  (meters)     487.75   (feet)  ADJUSTED  
 FD1202  ___________________________________________________________________
 FD1202  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1202  DYNAMIC HT  -         148.532 (meters)     487.31  (feet)  COMP
 FD1202  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FD1202
 FD1202  VERT ORDER  -  FIRST     CLASS II
 FD1202
 FD1202.The horizontal coordinates were scaled from a topographic map and have
 FD1202.an estimated accuracy of +/- 6 seconds.
 FD1202
 FD1202.The orthometric height was determined by differential leveling
 FD1202.and adjusted by the National Geodetic Survey in June 1991..
 FD1202
 FD1202.The geoid height was determined by GEOID03.
 FD1202
 FD1202.The dynamic height is computed by dividing the NAVD 88
 FD1202.geopotential number by the normal gravity value computed on the
 FD1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1202.degrees latitude (g = 980.6199 gals.).
 FD1202
 FD1202.The modeled gravity was interpolated from observed gravity values.
 FD1202
 FD1202;                    North         East    Units  Estimated Accuracy
 FD1202;SPC TN       -   142,510.      433,210.      MT  (+/- 180 meters Scaled)
 FD1202
 FD1202                          SUPERSEDED SURVEY CONTROL
 FD1202
 FD1202  NGVD 29 (??/??/92)  148.664  (m)          487.74   (f) ADJ UNCH    1 2
 FD1202
 FD1202.Superseded values are not recommended for survey control.
 FD1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1202.See file dsdata.txt to determine how the superseded data were derived.
 FD1202
 FD1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE238403(NAD 83)
 FD1202_MARKER: DB = BENCH MARK DISK
 FD1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1202_SP_SET: ABUTMENT
 FD1202_STAMPING: C 31 1934
 FD1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1202
 FD1202  HISTORY     - Date     Condition        Report By
 FD1202  HISTORY     - 1934     MONUMENTED       CGS
 FD1202  HISTORY     - 1949     GOOD             NGS
 FD1202
 FD1202                          STATION DESCRIPTION
 FD1202
 FD1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1202'1 MI S FROM LINDEN.
 FD1202'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAYS 13 AND 20 FROM THE
 FD1202'COURT HOUSE AT LINDEN, SET IN THE TOP OF THE EAST END OF THE LOWER
 FD1202'PART OF THE SOUTH CONCRETE ABUTMENT OF THE STEEL APPROACH TO THE
 FD1202'NARROW STEEL BRIDGE OVER BUFFALO RIVER, 1 FOOT NORTHEAST OF THE
 FD1202'SOUTH END OF THE EAST STEEL RAILING, 7 FEET EAST OF THE CENTER LINE
 FD1202'OF THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1482 ***********************************************************************
 FC1482  DESIGNATION -  C 32
 FC1482  PID         -  FC1482
 FC1482  STATE/COUNTY-  TN/WARREN
 FC1482  USGS QUAD   -  CENTERTOWN (1984)
 FC1482
 FC1482                         *CURRENT SURVEY CONTROL
 FC1482  ___________________________________________________________________
 FC1482* NAD 83(1986)-  35 42 55.     (N)    085 53 55.     (W)     SCALED    
 FC1482* NAVD 88     -       324.092  (meters)    1063.29   (feet)  ADJUSTED  
 FC1482  ___________________________________________________________________
 FC1482  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1482  DYNAMIC HT  -         323.790 (meters)    1062.30  (feet)  COMP
 FC1482  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC1482
 FC1482  VERT ORDER  -  SECOND    CLASS 0
 FC1482
 FC1482.The horizontal coordinates were scaled from a topographic map and have
 FC1482.an estimated accuracy of +/- 6 seconds.
 FC1482
 FC1482.The orthometric height was determined by differential leveling
 FC1482.and adjusted by the National Geodetic Survey in June 1991..
 FC1482
 FC1482.The geoid height was determined by GEOID03.
 FC1482
 FC1482.The dynamic height is computed by dividing the NAVD 88
 FC1482.geopotential number by the normal gravity value computed on the
 FC1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1482.degrees latitude (g = 980.6199 gals.).
 FC1482
 FC1482.The modeled gravity was interpolated from observed gravity values.
 FC1482
 FC1482;                    North         East    Units  Estimated Accuracy
 FC1482;SPC TN       -   153,330.      609,170.      MT  (+/- 180 meters Scaled)
 FC1482
 FC1482                          SUPERSEDED SURVEY CONTROL
 FC1482
 FC1482.No superseded survey control is available for this station.
 FC1482
 FC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE996529(NAD 83)
 FC1482_MARKER: DB = BENCH MARK DISK
 FC1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1482_STAMPING: C 32 1934
 FC1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1482+STABILITY: SURFACE MOTION
 FC1482
 FC1482  HISTORY     - Date     Condition        Report By
 FC1482  HISTORY     - 1934     MONUMENTED       CGS
 FC1482  HISTORY     - 1951     MARK NOT FOUND   USGS
 FC1482  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1482  HISTORY     - 20030208 POOR             TNDT
 FC1482
 FC1482                          STATION DESCRIPTION
 FC1482
 FC1482'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FC1482'1.5 MI E FROM CENTERTOWN.
 FC1482'1.5 MILES EAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1482'CENTERTOWN, WARREN COUNTY, 120 FEET EAST OF A WHITE HOUSE OWNED
 FC1482'IN 1935 BY C.A. TURNER, 40 FEET SOUTH OF THE CENTERLINE OF THE
 FC1482'HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 FC1482'C 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1482
 FC1482                          STATION RECOVERY (2002)
 FC1482
 FC1482'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1482'MARK NOT FOUND.
 FC1482
 FC1482                          STATION RECOVERY (2003)
 FC1482
 FC1482'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1482'MARK WAS SEARCHED FOR, BUT NOT RECOVERED IN 2002. DURING A SUBSEQUENT
 FC1482'SEARCH ON THIS DATE, THE MARK WAS FOUND LYING IN A DITCH IN ITS
 FC1482'CONCRETE MOMUMENT ABOUT 75 METERS FROM IT ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0036 ***********************************************************************
 FD0036  DESIGNATION -  C 33
 FD0036  PID         -  FD0036
 FD0036  STATE/COUNTY-  TN/BEDFORD
 FD0036  USGS QUAD   -  WARTRACE (1980)
 FD0036
 FD0036                         *CURRENT SURVEY CONTROL
 FD0036  ___________________________________________________________________
 FD0036* NAD 83(1986)-  35 31 09.     (N)    086 21 50.     (W)     SCALED    
 FD0036* NAVD 88     -       259.166  (meters)     850.28   (feet)  ADJUSTED  
 FD0036  ___________________________________________________________________
 FD0036  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0036  DYNAMIC HT  -         258.929 (meters)     849.50  (feet)  COMP
 FD0036  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 FD0036
 FD0036  VERT ORDER  -  SECOND    CLASS 0
 FD0036
 FD0036.The horizontal coordinates were scaled from a topographic map and have
 FD0036.an estimated accuracy of +/- 6 seconds.
 FD0036
 FD0036.The orthometric height was determined by differential leveling
 FD0036.and adjusted by the National Geodetic Survey in June 1991..
 FD0036
 FD0036.The geoid height was determined by GEOID03.
 FD0036
 FD0036.The dynamic height is computed by dividing the NAVD 88
 FD0036.geopotential number by the normal gravity value computed on the
 FD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0036.degrees latitude (g = 980.6199 gals.).
 FD0036
 FD0036.The modeled gravity was interpolated from observed gravity values.
 FD0036
 FD0036;                    North         East    Units  Estimated Accuracy
 FD0036;SPC TN       -   131,630.      566,990.      MT  (+/- 180 meters Scaled)
 FD0036
 FD0036                          SUPERSEDED SURVEY CONTROL
 FD0036
 FD0036  NGVD 29 (??/??/92)  259.162  (m)          850.27   (f) ADJ UNCH    2 0
 FD0036
 FD0036.Superseded values are not recommended for survey control.
 FD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0036.See file dsdata.txt to determine how the superseded data were derived.
 FD0036
 FD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE576308(NAD 83)
 FD0036_MARKER: DB = BENCH MARK DISK
 FD0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0036_STAMPING: C 33 1934
 FD0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0036+STABILITY: SURFACE MOTION
 FD0036
 FD0036  HISTORY     - Date     Condition        Report By
 FD0036  HISTORY     - 1934     MONUMENTED       CGS
 FD0036  HISTORY     - 1935     GOOD             NGS
 FD0036
 FD0036                          STATION DESCRIPTION
 FD0036
 FD0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0036'2 MI W FROM WARTRACE.
 FD0036'2.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0036'RAILWAY FROM WARTRACE, BEDFORD COUNTY, 17-3/4 RAILS EAST OF
 FD0036'MILEPOST 2, 10 FEET WEST OF THE CROSSING OF A ROAD LEADING TO A
 FD0036'FIELD, 20.7 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT INSIDE THE
 FD0036'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 33 1934 AND SET
 FD0036'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0233 ***********************************************************************
 FE0233  DESIGNATION -  C 35
 FE0233  PID         -  FE0233
 FE0233  STATE/COUNTY-  TN/HARDIN
 FE0233  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0233
 FE0233                         *CURRENT SURVEY CONTROL
 FE0233  ___________________________________________________________________
 FE0233* NAD 83(1986)-  35 14 33.     (N)    088 16 53.     (W)     SCALED    
 FE0233* NAVD 88     -       113.334  (meters)     371.83   (feet)  ADJUSTED  
 FE0233  ___________________________________________________________________
 FE0233  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0233  DYNAMIC HT  -         113.232 (meters)     371.50  (feet)  COMP
 FE0233  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FE0233
 FE0233  VERT ORDER  -  FIRST     CLASS II
 FE0233
 FE0233.The horizontal coordinates were scaled from a topographic map and have
 FE0233.an estimated accuracy of +/- 6 seconds.
 FE0233
 FE0233.The orthometric height was determined by differential leveling
 FE0233.and adjusted by the National Geodetic Survey in June 1991..
 FE0233
 FE0233.The geoid height was determined by GEOID03.
 FE0233
 FE0233.The dynamic height is computed by dividing the NAVD 88
 FE0233.geopotential number by the normal gravity value computed on the
 FE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0233.degrees latitude (g = 980.6199 gals.).
 FE0233
 FE0233.The modeled gravity was interpolated from observed gravity values.
 FE0233
 FE0233;                    North         East    Units  Estimated Accuracy
 FE0233;SPC TN       -   103,290.      392,370.      MT  (+/- 180 meters Scaled)
 FE0233
 FE0233                          SUPERSEDED SURVEY CONTROL
 FE0233
 FE0233  NGVD 29 (??/??/??)  113.348  (m)          371.88   (f) ADJUSTED    1 2
 FE0233
 FE0233.Superseded values are not recommended for survey control.
 FE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0233.See file dsdata.txt to determine how the superseded data were derived.
 FE0233
 FE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE834006(NAD 83)
 FE0233_MARKER: DB = BENCH MARK DISK
 FE0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0233_STAMPING: 371.859 C 35 1934
 FE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0233+STABILITY: SURFACE MOTION
 FE0233
 FE0233  HISTORY     - Date     Condition        Report By
 FE0233  HISTORY     - 1934     MONUMENTED       CGS
 FE0233  HISTORY     - 1949     GOOD             CGS
 FE0233
 FE0233                          STATION DESCRIPTION
 FE0233
 FE0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0233'2.2 MI W FROM SAVANNAH.
 FE0233'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0233'SAVANNAH, HARDIN COUNTY, THENCE 1.2 MILES NORTH ALONG STATE
 FE0233'HIGHWAY 22, AT THE WEST END OF A ROW OF HEDGE BUSHES BETWEEN
 FE0233'TWO CULTIVATED FIELDS, 140 FEET WEST OF A LONE BLAZED FORKED
 FE0233'TREE IN THE HEDGEROW, 120 FEET SOUTHEAST ACROSS THE HIGHWAY
 FE0233'FROM A TRIANGULAR-BLAZED 8-INCH TREE, 30 FEET EAST OF THE
 FE0233'CENTERLINE OF THE HIGHWAY, IN LINE WITH THE ROW OF HEDGE BUSHES,
 FE0233'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET NORTH OF A
 FE0233'STEEL POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FE0233'371.859 C 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0233'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0862 ***********************************************************************
 FD0862  DESIGNATION -  C 37
 FD0862  PID         -  FD0862
 FD0862  STATE/COUNTY-  TN/GILES
 FD0862  USGS QUAD   -  PULASKI (1984)
 FD0862
 FD0862                         *CURRENT SURVEY CONTROL
 FD0862  ___________________________________________________________________
 FD0862* NAD 83(1986)-  35 12 07.     (N)    087 03 21.     (W)     SCALED    
 FD0862* NAVD 88     -       210.278  (meters)     689.89   (feet)  ADJUSTED  
 FD0862  ___________________________________________________________________
 FD0862  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0862  DYNAMIC HT  -         210.080 (meters)     689.24  (feet)  COMP
 FD0862  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FD0862
 FD0862  VERT ORDER  -  SECOND    CLASS 0
 FD0862
 FD0862.The horizontal coordinates were scaled from a topographic map and have
 FD0862.an estimated accuracy of +/- 6 seconds.
 FD0862
 FD0862.The orthometric height was determined by differential leveling
 FD0862.and adjusted by the National Geodetic Survey in June 1991..
 FD0862
 FD0862.The geoid height was determined by GEOID03.
 FD0862
 FD0862.The dynamic height is computed by dividing the NAVD 88
 FD0862.geopotential number by the normal gravity value computed on the
 FD0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0862.degrees latitude (g = 980.6199 gals.).
 FD0862
 FD0862.The modeled gravity was interpolated from observed gravity values.
 FD0862
 FD0862;                    North         East    Units  Estimated Accuracy
 FD0862;SPC TN       -    96,890.      503,850.      MT  (+/- 180 meters Scaled)
 FD0862
 FD0862                          SUPERSEDED SURVEY CONTROL
 FD0862
 FD0862  NGVD 29 (??/??/92)  210.240  (m)          689.76   (f) ADJ UNCH    2 0
 FD0862
 FD0862.Superseded values are not recommended for survey control.
 FD0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0862.See file dsdata.txt to determine how the superseded data were derived.
 FD0862
 FD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD949954(NAD 83)
 FD0862_MARKER: DB = BENCH MARK DISK
 FD0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0862_SP_SET: VIADUCT
 FD0862_STAMPING: C 37 1934
 FD0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0862
 FD0862  HISTORY     - Date     Condition        Report By
 FD0862  HISTORY     - 1934     MONUMENTED       CGS
 FD0862  HISTORY     - 1953     GOOD             TVA
 FD0862
 FD0862                          STATION DESCRIPTION
 FD0862
 FD0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0862'1.2 MI NW FROM PULASKI.
 FD0862'1.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0862'FROM THE STATION AT PULASKI, GILES COUNTY, IN THE TOP OF THE
 FD0862'SOUTHWEST CORNER OF THE CONCRETE VIADUCT OVER U.S. HIGHWAY 64,
 FD0862'20 FEET WEST OF THE CENTERLINE OF THE TRACK, 1 FOOT EAST OF THE
 FD0862'WEST FACE OF THE SOUTHWEST COLUMN, AND 1 FOOT NORTH OF THE
 FD0862'SOUTH FACE OF THE SOUTHWEST COLUMN.  A STANDARD DISK, STAMPED
 FD0862'C 37 1934.
 FD0862
 FD0862                          STATION RECOVERY (1953)
 FD0862
 FD0862'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1345 ***********************************************************************
 FC1345  DESIGNATION -  C 38
 FC1345  PID         -  FC1345
 FC1345  STATE/COUNTY-  TN/MARION
 FC1345  USGS QUAD   -  MONTEAGLE (1982)
 FC1345
 FC1345                         *CURRENT SURVEY CONTROL
 FC1345  ___________________________________________________________________
 FC1345* NAD 83(1986)-  35 12 30.     (N)    085 49 11.     (W)     SCALED    
 FC1345* NAVD 88     -       492.455  (meters)    1615.66   (feet)  ADJUSTED  
 FC1345  ___________________________________________________________________
 FC1345  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1345  DYNAMIC HT  -         491.953 (meters)    1614.02  (feet)  COMP
 FC1345  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 FC1345
 FC1345  VERT ORDER  -  SECOND    CLASS 0
 FC1345
 FC1345.The horizontal coordinates were scaled from a topographic map and have
 FC1345.an estimated accuracy of +/- 6 seconds.
 FC1345
 FC1345.The orthometric height was determined by differential leveling
 FC1345.and adjusted by the National Geodetic Survey in June 1991..
 FC1345
 FC1345.The geoid height was determined by GEOID03.
 FC1345
 FC1345.The dynamic height is computed by dividing the NAVD 88
 FC1345.geopotential number by the normal gravity value computed on the
 FC1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1345.degrees latitude (g = 980.6199 gals.).
 FC1345
 FC1345.The modeled gravity was interpolated from observed gravity values.
 FC1345
 FC1345;                    North         East    Units  Estimated Accuracy
 FC1345;SPC TN       -    97,100.      616,420.      MT  (+/- 180 meters Scaled)
 FC1345
 FC1345                          SUPERSEDED SURVEY CONTROL
 FC1345
 FC1345  NGVD 29 (??/??/92)  492.445  (m)         1615.63   (f) ADJ UNCH    2 0
 FC1345
 FC1345.Superseded values are not recommended for survey control.
 FC1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1345.See file dsdata.txt to determine how the superseded data were derived.
 FC1345
 FC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD074967(NAD 83)
 FC1345_MARKER: DB = BENCH MARK DISK
 FC1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1345_STAMPING: C 38 1934
 FC1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1345+STABILITY: SURFACE MOTION
 FC1345
 FC1345  HISTORY     - Date     Condition        Report By
 FC1345  HISTORY     - 1934     MONUMENTED       CGS
 FC1345  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1345  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1345
 FC1345                          STATION DESCRIPTION
 FC1345
 FC1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1345'3 MI SE FROM MONTEAGLE.
 FC1345'IN MARION COUNTY, 3 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM
 FC1345'MONTEAGLE, GRUNDY COUNTY, 25 FEET EAST OF A SIDE ROAD TO A COAL
 FC1345'MINE, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4
 FC1345'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 38
 FC1345'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK WAS
 FC1345'EITHER REMOVED OR COVERED BY NEW HIGHWAY CONSTRUCTION.
 FC1345
 FC1345                          STATION RECOVERY (1962)
 FC1345
 FC1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1170 ***********************************************************************
 FC1170  DESIGNATION -  C 39
 FC1170  PID         -  FC1170
 FC1170  STATE/COUNTY-  TN/HAMILTON
 FC1170  USGS QUAD   -  OOLTEWAH (1976)
 FC1170
 FC1170                         *CURRENT SURVEY CONTROL
 FC1170  ___________________________________________________________________
 FC1170* NAD 83(1986)-  35 04 15.     (N)    085 06 48.     (W)     SCALED    
 FC1170* NAVD 88     -       254.451  (meters)     834.81   (feet)  ADJUSTED  
 FC1170  ___________________________________________________________________
 FC1170  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC1170  DYNAMIC HT  -         254.197 (meters)     833.98  (feet)  COMP
 FC1170  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FC1170
 FC1170  VERT ORDER  -  SECOND    CLASS 0
 FC1170
 FC1170.The horizontal coordinates were scaled from a topographic map and have
 FC1170.an estimated accuracy of +/- 6 seconds.
 FC1170
 FC1170.The orthometric height was determined by differential leveling
 FC1170.and adjusted by the National Geodetic Survey in June 1991..
 FC1170
 FC1170.The geoid height was determined by GEOID03.
 FC1170
 FC1170.The dynamic height is computed by dividing the NAVD 88
 FC1170.geopotential number by the normal gravity value computed on the
 FC1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1170.degrees latitude (g = 980.6199 gals.).
 FC1170
 FC1170.The modeled gravity was interpolated from observed gravity values.
 FC1170
 FC1170;                    North         East    Units  Estimated Accuracy
 FC1170;SPC TN       -    82,190.      680,870.      MT  (+/- 180 meters Scaled)
 FC1170
 FC1170                          SUPERSEDED SURVEY CONTROL
 FC1170
 FC1170  NGVD 29 (??/??/92)  254.466  (m)          834.86   (f) ADJ UNCH    2 0
 FC1170
 FC1170.Superseded values are not recommended for survey control.
 FC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1170.See file dsdata.txt to determine how the superseded data were derived.
 FC1170
 FC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD720825(NAD 83)
 FC1170_MARKER: DB = BENCH MARK DISK
 FC1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1170_STAMPING: C 39 1934
 FC1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1170+STABILITY: SURFACE MOTION
 FC1170
 FC1170  HISTORY     - Date     Condition        Report By
 FC1170  HISTORY     - 1934     MONUMENTED       CGS
 FC1170  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1170  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1170
 FC1170                          STATION DESCRIPTION
 FC1170
 FC1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1170'2.5 MI E FROM TYNER.
 FC1170'2.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1170'TYNER, HAMILTON COUNTY, 15 FEET EAST OF THE STATION SIGN AT SUMMIT,
 FC1170'1,300 FEET EAST OF MILEPOST 230, AND 20 FEET NORTH OF THE TRACK.
 FC1170'A STANDARD DISK, STAMPED C 39 1934 AND SET IN THE TOP OF A CONCRETE
 FC1170'POST.
 FC1170
 FC1170                          STATION RECOVERY (1972)
 FC1170
 FC1170'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1194 ***********************************************************************
 FC1194  DESIGNATION -  C 4
 FC1194  PID         -  FC1194
 FC1194  STATE/COUNTY-  TN/HAMILTON
 FC1194  USGS QUAD   -  CHATTANOOGA (1976)
 FC1194
 FC1194                         *CURRENT SURVEY CONTROL
 FC1194  ___________________________________________________________________
 FC1194* NAD 83(1986)-  35 01 04.     (N)    085 19 59.     (W)     SCALED    
 FC1194* NAVD 88     -       203.610  (meters)     668.01   (feet)  ADJUSTED  
 FC1194  ___________________________________________________________________
 FC1194  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FC1194  DYNAMIC HT  -         203.408 (meters)     667.35  (feet)  COMP
 FC1194  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 FC1194
 FC1194  VERT ORDER  -  FIRST     CLASS II
 FC1194
 FC1194.The horizontal coordinates were scaled from a topographic map and have
 FC1194.an estimated accuracy of +/- 6 seconds.
 FC1194
 FC1194.The orthometric height was determined by differential leveling
 FC1194.and adjusted by the National Geodetic Survey in June 1991..
 FC1194
 FC1194.The geoid height was determined by GEOID03.
 FC1194
 FC1194.The dynamic height is computed by dividing the NAVD 88
 FC1194.geopotential number by the normal gravity value computed on the
 FC1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1194.degrees latitude (g = 980.6199 gals.).
 FC1194
 FC1194.The modeled gravity was interpolated from observed gravity values.
 FC1194
 FC1194;                    North         East    Units  Estimated Accuracy
 FC1194;SPC TN       -    76,150.      660,870.      MT  (+/- 180 meters Scaled)
 FC1194
 FC1194                          SUPERSEDED SURVEY CONTROL
 FC1194
 FC1194  NGVD 29 (??/??/92)  203.631  (m)          668.08   (f) ADJ UNCH    1 2
 FC1194
 FC1194.Superseded values are not recommended for survey control.
 FC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1194.See file dsdata.txt to determine how the superseded data were derived.
 FC1194
 FC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD520762(NAD 83)
 FC1194_MARKER: DD = SURVEY DISK
 FC1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1194_SP_SET: BRIDGE
 FC1194_STAMPING: C 4
 FC1194_MARK LOGO: USE   
 FC1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1194
 FC1194  HISTORY     - Date     Condition        Report By
 FC1194  HISTORY     - UNK      MONUMENTED       DOD
 FC1194  HISTORY     - 1950     GOOD             NGS
 FC1194  HISTORY     - 1962     GOOD             NGS
 FC1194  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1194
 FC1194                          STATION DESCRIPTION
 FC1194
 FC1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1194'2.3 MI SW FROM CHATTANOOGA.
 FC1194'ABOUT 2.3 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1194'RAILROAD FROM ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, SET IN
 FC1194'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE NASHVILLE,
 FC1194'CHATTANOOGA AND ST. LOUIS RAILWAY BRIDGE OVER CHATTANOOGA
 FC1194'CREEK, 6 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK
 FC1194'OF THE N.C. AND ST. LOUIS RAILWAY TRACK AND ABOUT 1 1/2 FEET
 FC1194'BELOW THE TRACK.
 FC1194
 FC1194                          STATION RECOVERY (1962)
 FC1194
 FC1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1194'RECOVERED IN GOOD CONDITION.
 FC1194
 FC1194                          STATION RECOVERY (1983)
 FC1194
 FC1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1194'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1136 ***********************************************************************
 FC1136  DESIGNATION -  C 40
 FC1136  PID         -  FC1136
 FC1136  STATE/COUNTY-  TN/HAMILTON
 FC1136  USGS QUAD   -  CHATTANOOGA (1976)
 FC1136
 FC1136                         *CURRENT SURVEY CONTROL
 FC1136  ___________________________________________________________________
 FC1136* NAD 83(1986)-  35 03 42.     (N)    085 18 32.     (W)     SCALED    
 FC1136* NAVD 88     -       208.601  (meters)     684.39   (feet)  ADJUSTED  
 FC1136  ___________________________________________________________________
 FC1136  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1136  DYNAMIC HT  -         208.394 (meters)     683.71  (feet)  COMP
 FC1136  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FC1136
 FC1136  VERT ORDER  -  SECOND    CLASS 0
 FC1136
 FC1136.The horizontal coordinates were scaled from a topographic map and have
 FC1136.an estimated accuracy of +/- 6 seconds.
 FC1136
 FC1136.The orthometric height was determined by differential leveling
 FC1136.and adjusted by the National Geodetic Survey in June 1991..
 FC1136
 FC1136.The geoid height was determined by GEOID03.
 FC1136
 FC1136.The dynamic height is computed by dividing the NAVD 88
 FC1136.geopotential number by the normal gravity value computed on the
 FC1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1136.degrees latitude (g = 980.6199 gals.).
 FC1136
 FC1136.The modeled gravity was interpolated from observed gravity values.
 FC1136
 FC1136;                    North         East    Units  Estimated Accuracy
 FC1136;SPC TN       -    81,030.      663,050.      MT  (+/- 180 meters Scaled)
 FC1136
 FC1136                          SUPERSEDED SURVEY CONTROL
 FC1136
 FC1136  NGVD 29 (??/??/92)  208.638  (m)          684.51   (f) ADJ UNCH    2 0
 FC1136
 FC1136.Superseded values are not recommended for survey control.
 FC1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1136.See file dsdata.txt to determine how the superseded data were derived.
 FC1136
 FC1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD542811(NAD 83)
 FC1136_MARKER: DB = BENCH MARK DISK
 FC1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1136_SP_SET: CONC WALK
 FC1136_STAMPING: C 40 1934
 FC1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1136+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 FC1136
 FC1136  HISTORY     - Date     Condition        Report By
 FC1136  HISTORY     - 1934     MONUMENTED       CGS
 FC1136  HISTORY     - 1984     GOOD             USPSQD
 FC1136  HISTORY     - 1989     GOOD             USPSQD
 FC1136  HISTORY     - 20050321 GOOD             INDIV
 FC1136
 FC1136                          STATION DESCRIPTION
 FC1136
 FC1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1136'AT CHATTANOOGA.
 FC1136'AT CHATTANOOGA, HAMILTON COUNTY, AT THE NORTHWEST CORNER OF
 FC1136'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER, 6 INCHES EAST
 FC1136'OF THE GUARDRAIL, AND IN THE CONCRETE WALK.  A STANDARD DISK,
 FC1136'STAMPED C 40 1934.
 FC1136
 FC1136                          STATION RECOVERY (1984)
 FC1136
 FC1136'RECOVERY NOTE BY US POWER SQUADRON 1984
 FC1136'RECOVERED IN GOOD CONDITION.
 FC1136
 FC1136                          STATION RECOVERY (1989)
 FC1136
 FC1136'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1136'RECOVERED IN GOOD CONDITION.
 FC1136
 FC1136                          STATION RECOVERY (2005)
 FC1136
 FC1136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SWC)
 FC1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1188 ***********************************************************************
 FC1188  DESIGNATION -  C 41
 FC1188  PID         -  FC1188
 FC1188  STATE/COUNTY-  TN/HAMILTON
 FC1188  USGS QUAD   -  CHATTANOOGA (1976)
 FC1188
 FC1188                         *CURRENT SURVEY CONTROL
 FC1188  ___________________________________________________________________
 FC1188* NAD 83(1986)-  35 01 32.     (N)    085 18 10.     (W)     SCALED    
 FC1188* NAVD 88     -       202.601  (meters)     664.70   (feet)  ADJUSTED  
 FC1188  ___________________________________________________________________
 FC1188  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1188  DYNAMIC HT  -         202.400 (meters)     664.04  (feet)  COMP
 FC1188  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 FC1188
 FC1188  VERT ORDER  -  FIRST     CLASS II
 FC1188
 FC1188.The horizontal coordinates were scaled from a topographic map and have
 FC1188.an estimated accuracy of +/- 6 seconds.
 FC1188
 FC1188.The orthometric height was determined by differential leveling
 FC1188.and adjusted by the National Geodetic Survey in June 1991..
 FC1188.WARNING-Repeat measurements at this control monument indicate possible
 FC1188.vertical movement.
 FC1188
 FC1188.The geoid height was determined by GEOID03.
 FC1188
 FC1188.The dynamic height is computed by dividing the NAVD 88
 FC1188.geopotential number by the normal gravity value computed on the
 FC1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1188.degrees latitude (g = 980.6199 gals.).
 FC1188
 FC1188.The modeled gravity was interpolated from observed gravity values.
 FC1188
 FC1188;                    North         East    Units  Estimated Accuracy
 FC1188;SPC TN       -    77,030.      663,630.      MT  (+/- 180 meters Scaled)
 FC1188
 FC1188                          SUPERSEDED SURVEY CONTROL
 FC1188
 FC1188  NGVD 29 (??/??/92)  202.635  (m)          664.81   (f) ADJ UNCH    1 2
 FC1188
 FC1188.Superseded values are not recommended for survey control.
 FC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1188.See file dsdata.txt to determine how the superseded data were derived.
 FC1188
 FC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548771(NAD 83)
 FC1188_MARKER: DB = BENCH MARK DISK
 FC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1188_STAMPING: C 41 1934
 FC1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1188+STABILITY: SURFACE MOTION
 FC1188
 FC1188  HISTORY     - Date     Condition        Report By
 FC1188  HISTORY     - 1934     MONUMENTED       CGS
 FC1188  HISTORY     - 1950     GOOD             NGS
 FC1188  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1188
 FC1188                          STATION DESCRIPTION
 FC1188
 FC1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1188'AT CHATTANOOGA.
 FC1188'AT CHATTANOOGA, ABOUT 0.15 MILE SOUTH ALONG THE ALABAMA GREAT
 FC1188'SOUTHERN RAILWAY FROM THE ROSSVILLE AVENUE VIADUCT, AT THE
 FC1188'CROSSING OF 23RD STREET, AT THE INTERSECTION OF THE CENTRAL OF
 FC1188'GEORGIA RAILWAY, 127 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 FC1188'OF 23RD STREET AND SOUTH BOUND TRACK OF AGS RY., 125 FEET
 FC1188'SOUTH OF THE CENTER LINE OF 23RD STREET, 30 FEET WEST OF THE
 FC1188'WEST RAIL OF SOUTH BOUND TRACK OF A.G.S. RY., 21 1/2 FEET EAST
 FC1188'OF THE NORTH ONE OF TWO SWITCH STANDS ABOUT 12 FEET APART,
 FC1188'22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BATTERY BOX,
 FC1188'7 1/2 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A T.V.A.
 FC1188'STEEL WITNESS POST, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 FC1188'OF A CONCRETE POST ABOUT 12 INCHES UNDERGROUND.
 FC1188
 FC1188                          STATION RECOVERY (1962)
 FC1188
 FC1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0971 ***********************************************************************
 FC0971  DESIGNATION -  C 42
 FC0971  PID         -  FC0971
 FC0971  STATE/COUNTY-  TN/BLEDSOE
 FC0971  USGS QUAD   -  BROCKDELL (1989)
 FC0971
 FC0971                         *CURRENT SURVEY CONTROL
 FC0971  ___________________________________________________________________
 FC0971* NAD 83(1986)-  35 33 15.     (N)    085 15 09.     (W)     SCALED    
 FC0971* NAVD 88     -       258.197  (meters)     847.10   (feet)  ADJUSTED  
 FC0971  ___________________________________________________________________
 FC0971  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC0971  DYNAMIC HT  -         257.954 (meters)     846.30  (feet)  COMP
 FC0971  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FC0971
 FC0971  VERT ORDER  -  SECOND    CLASS 0
 FC0971
 FC0971.The horizontal coordinates were scaled from a topographic map and have
 FC0971.an estimated accuracy of +/- 6 seconds.
 FC0971
 FC0971.The orthometric height was determined by differential leveling
 FC0971.and adjusted by the National Geodetic Survey in June 1991..
 FC0971
 FC0971.The geoid height was determined by GEOID03.
 FC0971
 FC0971.The dynamic height is computed by dividing the NAVD 88
 FC0971.geopotential number by the normal gravity value computed on the
 FC0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0971.degrees latitude (g = 980.6199 gals.).
 FC0971
 FC0971.The modeled gravity was interpolated from observed gravity values.
 FC0971
 FC0971;                    North         East    Units  Estimated Accuracy
 FC0971;SPC TN       -   135,710.      667,770.      MT  (+/- 180 meters Scaled)
 FC0971
 FC0971                          SUPERSEDED SURVEY CONTROL
 FC0971
 FC0971  NGVD 29 (??/??/92)  258.245  (m)          847.26   (f) ADJ UNCH    2 0
 FC0971
 FC0971.Superseded values are not recommended for survey control.
 FC0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0971.See file dsdata.txt to determine how the superseded data were derived.
 FC0971
 FC0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE583359(NAD 83)
 FC0971_MARKER: DB = BENCH MARK DISK
 FC0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0971_STAMPING: C 42 1934
 FC0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0971+STABILITY: SURFACE MOTION
 FC0971
 FC0971  HISTORY     - Date     Condition        Report By
 FC0971  HISTORY     - 1934     MONUMENTED       CGS
 FC0971  HISTORY     - 1952     GOOD             NGS
 FC0971
 FC0971                          STATION DESCRIPTION
 FC0971
 FC0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC0971'AT LEES.
 FC0971'AT LEES, BLEDSOE COUNTY, 135 FEET SOUTH OF THE NASHVILLE,
 FC0971'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 30 FEET SOUTHWEST
 FC0971'OF A RAILWAY DWELLING, 35 FEET EAST OF THE TRACK, AND 1 FOOT
 FC0971'WEST OF A FENCE.  A STANDARD DISK, STAMPED C 42 1934 AND SET
 FC0971'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1016 ***********************************************************************
 FC1016  DESIGNATION -  C 43
 FC1016  PID         -  FC1016
 FC1016  STATE/COUNTY-  TN/WHITE
 FC1016  USGS QUAD   -  BALD KNOB (1979)
 FC1016
 FC1016                         *CURRENT SURVEY CONTROL
 FC1016  ___________________________________________________________________
 FC1016* NAD 83(1986)-  35 49 13.     (N)    085 28 51.     (W)     SCALED    
 FC1016* NAVD 88     -       250.386  (meters)     821.47   (feet)  ADJUSTED  
 FC1016  ___________________________________________________________________
 FC1016  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1016  DYNAMIC HT  -         250.160 (meters)     820.73  (feet)  COMP
 FC1016  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FC1016
 FC1016  VERT ORDER  -  SECOND    CLASS 0
 FC1016
 FC1016.The horizontal coordinates were scaled from a topographic map and have
 FC1016.an estimated accuracy of +/- 6 seconds.
 FC1016
 FC1016.The orthometric height was determined by differential leveling
 FC1016.and adjusted by the National Geodetic Survey in June 1991..
 FC1016
 FC1016.The geoid height was determined by GEOID03.
 FC1016
 FC1016.The dynamic height is computed by dividing the NAVD 88
 FC1016.geopotential number by the normal gravity value computed on the
 FC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1016.degrees latitude (g = 980.6199 gals.).
 FC1016
 FC1016.The modeled gravity was interpolated from observed gravity values.
 FC1016
 FC1016;                    North         East    Units  Estimated Accuracy
 FC1016;SPC TN       -   165,100.      646,910.      MT  (+/- 180 meters Scaled)
 FC1016
 FC1016                          SUPERSEDED SURVEY CONTROL
 FC1016
 FC1016  NGVD 29 (??/??/92)  250.446  (m)          821.67   (f) ADJ UNCH    2 0
 FC1016
 FC1016.Superseded values are not recommended for survey control.
 FC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1016.See file dsdata.txt to determine how the superseded data were derived.
 FC1016
 FC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE372650(NAD 83)
 FC1016_MARKER: DB = BENCH MARK DISK
 FC1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1016_STAMPING: C 43 1934
 FC1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1016+STABILITY: SURFACE MOTION
 FC1016
 FC1016  HISTORY     - Date     Condition        Report By
 FC1016  HISTORY     - 1934     MONUMENTED       CGS
 FC1016  HISTORY     - 1958     GOOD             NGS
 FC1016  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1016
 FC1016                          STATION DESCRIPTION
 FC1016
 FC1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1016'3.2 MI SE FROM DOYLE.
 FC1016'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM DOYLE, WHITE
 FC1016'COUNTY, 75 FEET NORTHEAST OF THE BRIDGE OVER CANEY FORK RIVER, 30
 FC1016'FEET SOUTHWEST OF A GATE, 24 FEET SOUTH OF THE CENTERLINE OF
 FC1016'THE HIGHWAY, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 FC1016'C 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1016
 FC1016                          STATION RECOVERY (2002)
 FC1016
 FC1016'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1042 ***********************************************************************
 FC1042  DESIGNATION -  C 44
 FC1042  PID         -  FC1042
 FC1042  STATE/COUNTY-  TN/BLEDSOE
 FC1042  USGS QUAD   -  PIKEVILLE (1977)
 FC1042
 FC1042                         *CURRENT SURVEY CONTROL
 FC1042  ___________________________________________________________________
 FC1042* NAD 83(1986)-  35 34 34.     (N)    085 09 26.     (W)     SCALED    
 FC1042* NAVD 88     -       354.891  (meters)    1164.34   (feet)  ADJUSTED  
 FC1042  ___________________________________________________________________
 FC1042  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FC1042  DYNAMIC HT  -         354.546 (meters)    1163.21  (feet)  COMP
 FC1042  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC1042
 FC1042  VERT ORDER  -  SECOND    CLASS 0
 FC1042
 FC1042.The horizontal coordinates were scaled from a topographic map and have
 FC1042.an estimated accuracy of +/- 6 seconds.
 FC1042
 FC1042.The orthometric height was determined by differential leveling
 FC1042.and adjusted by the National Geodetic Survey in June 1991..
 FC1042
 FC1042.The geoid height was determined by GEOID03.
 FC1042
 FC1042.The dynamic height is computed by dividing the NAVD 88
 FC1042.geopotential number by the normal gravity value computed on the
 FC1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1042.degrees latitude (g = 980.6199 gals.).
 FC1042
 FC1042.The modeled gravity was interpolated from observed gravity values.
 FC1042
 FC1042;                    North         East    Units  Estimated Accuracy
 FC1042;SPC TN       -   138,210.      676,390.      MT  (+/- 180 meters Scaled)
 FC1042
 FC1042                          SUPERSEDED SURVEY CONTROL
 FC1042
 FC1042  NGVD 29 (??/??/92)  354.941  (m)         1164.50   (f) ADJ UNCH    2 0
 FC1042
 FC1042.Superseded values are not recommended for survey control.
 FC1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1042.See file dsdata.txt to determine how the superseded data were derived.
 FC1042
 FC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE669384(NAD 83)
 FC1042_MARKER: DB = BENCH MARK DISK
 FC1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1042_SP_SET: CULVERT
 FC1042_STAMPING: C 44 1934
 FC1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1042
 FC1042  HISTORY     - Date     Condition        Report By
 FC1042  HISTORY     - 1934     MONUMENTED       CGS
 FC1042
 FC1042                          STATION DESCRIPTION
 FC1042
 FC1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1042'3.4 MI E FROM PIKEVILLE.
 FC1042'3.4 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1042'COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE HEADWALL, 12
 FC1042'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 FC1042'THE HIGHWAY.  A STANDARD DISK, STAMPED C 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2285 ***********************************************************************
 GA2285  DESIGNATION -  C 46
 GA2285  PID         -  GA2285
 GA2285  STATE/COUNTY-  TN/CLAIBORNE
 GA2285  USGS QUAD   -  TAZEWELL (1971)
 GA2285
 GA2285                         *CURRENT SURVEY CONTROL
 GA2285  ___________________________________________________________________
 GA2285* NAD 83(1986)-  36 24 57.     (N)    083 35 24.     (W)     SCALED    
 GA2285* NAVD 88     -       391.818  (meters)    1285.49   (feet)  POSTED    
 GA2285  ___________________________________________________________________
 GA2285  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2285  DYNAMIC HT  -         391.460 (meters)    1284.32  (feet)  COMP
 GA2285  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GA2285
 GA2285  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA2285
 GA2285.The horizontal coordinates were scaled from a topographic map and have
 GA2285.an estimated accuracy of +/- 6 seconds.
 GA2285
 GA2285.The orthometric height was determined by differential leveling
 GA2285.and adjusted by the National Geodetic Survey in 1992..
 GA2285.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA2285.rate greater than 8.0 mm/km.
 GA2285
 GA2285.The geoid height was determined by GEOID03.
 GA2285
 GA2285.The dynamic height is computed by dividing the NAVD 88
 GA2285.geopotential number by the normal gravity value computed on the
 GA2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2285.degrees latitude (g = 980.6199 gals.).
 GA2285
 GA2285.The modeled gravity was interpolated from observed gravity values.
 GA2285
 GA2285;                    North         East    Units  Estimated Accuracy
 GA2285;SPC TN       -   233,720.      816,130.      MT  (+/- 180 meters Scaled)
 GA2285
 GA2285                          SUPERSEDED SURVEY CONTROL
 GA2285
 GA2285  NGVD 29 (??/??/92)  391.920  (m)         1285.82   (f) ADJ UNCH    2 0
 GA2285
 GA2285.Superseded values are not recommended for survey control.
 GA2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2285.See file dsdata.txt to determine how the superseded data were derived.
 GA2285
 GA2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA677331(NAD 83)
 GA2285_MARKER: DB = BENCH MARK DISK
 GA2285_SETTING: 66 = SET IN ROCK OUTCROP
 GA2285_SP_SET: ROCK LEDGE
 GA2285_STAMPING: C 46 1934
 GA2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2285+STABILITY: POSITION/ELEVATION WELL
 GA2285
 GA2285  HISTORY     - Date     Condition        Report By
 GA2285  HISTORY     - 1934     MONUMENTED       CGS
 GA2285  HISTORY     - 1950     GOOD             NGS
 GA2285
 GA2285                          STATION DESCRIPTION
 GA2285
 GA2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2285'2 MI NW FROM LONE MOUNTAIN.
 GA2285'2.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2285'AT LONE MOUNTAIN, CLAIBORNE COUNTY, 364 FEET NORTHEAST OF
 GA2285'TRESTLE 46.3, 9.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 23
 GA2285'FEET NORTHEAST OF A PAINTED CLUMP OF OAK SPROUTS, 105.2 FEET
 GA2285'SOUTHWEST OF A NAIL AND BOTTLE CAP IN A TELEPHONE POLE, 19.1
 GA2285'FEET NORTH OF A PAINTED X ON THE SHARP POINT OF A ROCK LEDGE,
 GA2285'14.4 FEET SOUTHWEST OF A PAINTED CROSS ON THE SHARP POINT OF A
 GA2285'ROCK LEDGE, AND IN BEDROCK.  A STANDARD DISK, STAMPED C 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1721 ***********************************************************************
 FB1721  DESIGNATION -  C 47
 FB1721  PID         -  FB1721
 FB1721  STATE/COUNTY-  TN/KNOX
 FB1721  USGS QUAD   -  KNOXVILLE (1978)
 FB1721
 FB1721                         *CURRENT SURVEY CONTROL
 FB1721  ___________________________________________________________________
 FB1721* NAD 83(1986)-  35 57 18.     (N)    083 55 01.     (W)     SCALED    
 FB1721* NAVD 88     -       273.686  (meters)     897.92   (feet)  ADJUSTED  
 FB1721  ___________________________________________________________________
 FB1721  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1721  DYNAMIC HT  -         273.435 (meters)     897.09  (feet)  COMP
 FB1721  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FB1721
 FB1721  VERT ORDER  -  FIRST     CLASS II
 FB1721
 FB1721.The horizontal coordinates were scaled from a topographic map and have
 FB1721.an estimated accuracy of +/- 6 seconds.
 FB1721
 FB1721.The orthometric height was determined by differential leveling
 FB1721.and adjusted by the National Geodetic Survey in June 1991..
 FB1721
 FB1721.The geoid height was determined by GEOID03.
 FB1721
 FB1721.The dynamic height is computed by dividing the NAVD 88
 FB1721.geopotential number by the normal gravity value computed on the
 FB1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1721.degrees latitude (g = 980.6199 gals.).
 FB1721
 FB1721.The modeled gravity was interpolated from observed gravity values.
 FB1721
 FB1721;                    North         East    Units  Estimated Accuracy
 FB1721;SPC TN       -   181,920.      787,900.      MT  (+/- 180 meters Scaled)
 FB1721
 FB1721                          SUPERSEDED SURVEY CONTROL
 FB1721
 FB1721  NGVD 29 (12/12/91)  273.821  (m)          898.36   (f) ADJUSTED    1 2
 FB1721
 FB1721.Superseded values are not recommended for survey control.
 FB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1721.See file dsdata.txt to determine how the superseded data were derived.
 FB1721
 FB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369828(NAD 83)
 FB1721_MARKER: DB = BENCH MARK DISK
 FB1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1721_SP_SET: SIDEWALK
 FB1721_STAMPING: C 47 1934
 FB1721_MARK LOGO: CGS   
 FB1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1721
 FB1721  HISTORY     - Date     Condition        Report By
 FB1721  HISTORY     - 1934     MONUMENTED       CGS
 FB1721  HISTORY     - 1950     GOOD             NGS
 FB1721  HISTORY     - 1983     GOOD             NGS
 FB1721
 FB1721                          STATION DESCRIPTION
 FB1721
 FB1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1721'IN KNOXVILLE.
 FB1721'AT KNOXVILLE, 8 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 FB1721'HENLEY STREET BRIDGE, AT THE SOUTHWEST SIDE OF THE STREET, 4
 FB1721'INCHES FROM THE BANISTER, AND IN THE CONCRETE SIDEWALK.  A
 FB1721'STANDARD DISK, STAMPED C 47 1934.
 FB1721
 FB1721                          STATION RECOVERY (1983)
 FB1721
 FB1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1678 ***********************************************************************
 GB1678  DESIGNATION -  C 48
 GB1678  PID         -  GB1678
 GB1678  STATE/COUNTY-  TN/FENTRESS
 GB1678  USGS QUAD   -  CLARKRANGE (1974)
 GB1678
 GB1678                         *CURRENT SURVEY CONTROL
 GB1678  ___________________________________________________________________
 GB1678* NAD 83(1986)-  36 10 13.     (N)    085 01 41.     (W)     SCALED    
 GB1678* NAVD 88     -       476.464  (meters)    1563.20   (feet)  ADJUSTED  
 GB1678  ___________________________________________________________________
 GB1678  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB1678  DYNAMIC HT  -         476.034 (meters)    1561.79  (feet)  COMP
 GB1678  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 GB1678
 GB1678  VERT ORDER  -  SECOND    CLASS 0
 GB1678
 GB1678.The horizontal coordinates were scaled from a topographic map and have
 GB1678.an estimated accuracy of +/- 6 seconds.
 GB1678
 GB1678.The orthometric height was determined by differential leveling
 GB1678.and adjusted by the National Geodetic Survey in June 1991..
 GB1678
 GB1678.The geoid height was determined by GEOID03.
 GB1678
 GB1678.The dynamic height is computed by dividing the NAVD 88
 GB1678.geopotential number by the normal gravity value computed on the
 GB1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1678.degrees latitude (g = 980.6199 gals.).
 GB1678
 GB1678.The modeled gravity was interpolated from observed gravity values.
 GB1678
 GB1678;                    North         East    Units  Estimated Accuracy
 GB1678;SPC TN       -   204,240.      687,440.      MT  (+/- 180 meters Scaled)
 GB1678
 GB1678                          SUPERSEDED SURVEY CONTROL
 GB1678
 GB1678  NGVD 29 (??/??/92)  476.542  (m)         1563.45   (f) ADJ UNCH    2 0
 GB1678
 GB1678.Superseded values are not recommended for survey control.
 GB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1678.See file dsdata.txt to determine how the superseded data were derived.
 GB1678
 GB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF773046(NAD 83)
 GB1678_MARKER: DB = BENCH MARK DISK
 GB1678_SETTING: 66 = SET IN ROCK OUTCROP
 GB1678_SP_SET: BEDROCK LEDGE
 GB1678_STAMPING: C 48 1934
 GB1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1678+STABILITY: POSITION/ELEVATION WELL
 GB1678
 GB1678  HISTORY     - Date     Condition        Report By
 GB1678  HISTORY     - 1934     MONUMENTED       CGS
 GB1678
 GB1678                          STATION DESCRIPTION
 GB1678
 GB1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1678'1.7 MI S FROM CLARKRANGE.
 GB1678'1.7 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CLARKRANGE, FENTRESS
 GB1678'COUNTY, 100 FEET EAST OF THE BRIDGE OVER CLEAR CREEK, IN A VALLEY,
 GB1678'100 FEET EAST OF THE CUMBERLAND-FENTRESS COUNTY LINE, 30 FEET
 GB1678'NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A BEDROCK
 GB1678'LEDGE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GB1678'STAMPED C 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0987 ***********************************************************************
 GB0987  DESIGNATION -  C 49
 GB0987  PID         -  GB0987
 GB0987  STATE/COUNTY-  TN/MORGAN
 GB0987  USGS QUAD   -  RUGBY (1984)
 GB0987
 GB0987                         *CURRENT SURVEY CONTROL
 GB0987  ___________________________________________________________________
 GB0987* NAD 83(1986)-  36 17 05.     (N)    084 41 36.     (W)     SCALED    
 GB0987* NAVD 88     -       439.005  (meters)    1440.30   (feet)  ADJUSTED  
 GB0987  ___________________________________________________________________
 GB0987  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0987  DYNAMIC HT  -         438.624 (meters)    1439.05  (feet)  COMP
 GB0987  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GB0987
 GB0987  VERT ORDER  -  SECOND    CLASS 0
 GB0987
 GB0987.The horizontal coordinates were scaled from a topographic map and have
 GB0987.an estimated accuracy of +/- 6 seconds.
 GB0987
 GB0987.The orthometric height was determined by differential leveling
 GB0987.and adjusted by the National Geodetic Survey in June 1991..
 GB0987
 GB0987.The geoid height was determined by GEOID03.
 GB0987
 GB0987.The dynamic height is computed by dividing the NAVD 88
 GB0987.geopotential number by the normal gravity value computed on the
 GB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0987.degrees latitude (g = 980.6199 gals.).
 GB0987
 GB0987.The modeled gravity was interpolated from observed gravity values.
 GB0987
 GB0987;                    North         East    Units  Estimated Accuracy
 GB0987;SPC TN       -   217,290.      717,380.      MT  (+/- 180 meters Scaled)
 GB0987
 GB0987                          SUPERSEDED SURVEY CONTROL
 GB0987
 GB0987  NGVD 29 (??/??/92)  439.116  (m)         1440.67   (f) ADJ UNCH    2 0
 GB0987
 GB0987.Superseded values are not recommended for survey control.
 GB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0987.See file dsdata.txt to determine how the superseded data were derived.
 GB0987
 GB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF071179(NAD 83)
 GB0987_MARKER: DB = BENCH MARK DISK
 GB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0987_STAMPING: C 49 1934
 GB0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0987+STABILITY: SURFACE MOTION
 GB0987
 GB0987  HISTORY     - Date     Condition        Report By
 GB0987  HISTORY     - 1934     MONUMENTED       CGS
 GB0987
 GB0987                          STATION DESCRIPTION
 GB0987
 GB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0987'4 MI NW FROM SUNBRIGHT.
 GB0987'4.0 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0987'SUNBRIGHT, MORGAN COUNTY, IN FRONT OF THE SCHOOL AT PLEASANT
 GB0987'RIDGE, 18 FEET NORTH OF A WELL, AND ABOUT 45 FEET NORTH OF THE
 GB0987'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 49 1934
 GB0987'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1405 ***********************************************************************
 GC1405  DESIGNATION -  C 4=PTS 3
 GC1405  PID         -  GC1405
 GC1405  STATE/COUNTY-  TN/CHEATHAM
 GC1405  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1405
 GC1405                         *CURRENT SURVEY CONTROL
 GC1405  ___________________________________________________________________
 GC1405* NAD 83(1986)-  36 18 58.     (N)    087 11 24.     (W)     SCALED    
 GC1405* NAVD 88     -       123.524  (meters)     405.26   (feet)  ADJUSTED  
 GC1405  ___________________________________________________________________
 GC1405  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1405  DYNAMIC HT  -         123.421 (meters)     404.92  (feet)  COMP
 GC1405  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GC1405
 GC1405  VERT ORDER  -  FIRST     CLASS II
 GC1405
 GC1405.The horizontal coordinates were scaled from a topographic map and have
 GC1405.an estimated accuracy of +/- 6 seconds.
 GC1405
 GC1405.The orthometric height was determined by differential leveling
 GC1405.and adjusted by the National Geodetic Survey in June 1991..
 GC1405
 GC1405.The geoid height was determined by GEOID03.
 GC1405
 GC1405.The dynamic height is computed by dividing the NAVD 88
 GC1405.geopotential number by the normal gravity value computed on the
 GC1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1405.degrees latitude (g = 980.6199 gals.).
 GC1405
 GC1405.The modeled gravity was interpolated from observed gravity values.
 GC1405
 GC1405;                    North         East    Units  Estimated Accuracy
 GC1405;SPC TN       -   220,640.      493,140.      MT  (+/- 180 meters Scaled)
 GC1405
 GC1405                          SUPERSEDED SURVEY CONTROL
 GC1405
 GC1405  NGVD 29 (??/??/92)  123.582  (m)          405.45   (f) ADJ UNCH    1 2
 GC1405
 GC1405.Superseded values are not recommended for survey control.
 GC1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1405.See file dsdata.txt to determine how the superseded data were derived.
 GC1405
 GC1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF829190(NAD 83)
 GC1405_MARKER: DB = BENCH MARK DISK
 GC1405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1405_STAMPING: PT STA NO 3 W 1925 C 4 1921
 GC1405_MARK LOGO: CGS   
 GC1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1405+STABILITY: SURFACE MOTION
 GC1405
 GC1405  HISTORY     - Date     Condition        Report By
 GC1405  HISTORY     - 1921     MONUMENTED       CGS
 GC1405  HISTORY     - 1949     GOOD             NGS
 GC1405  HISTORY     - 1984     POOR             NGS
 GC1405
 GC1405                          STATION DESCRIPTION
 GC1405
 GC1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1405'7.6 MI NW FROM ASHLAND CITY.
 GC1405'7.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1405'THE STATION AT ASHLAND CITY, ABOUT 0.15 MILE EAST OF THE STATION
 GC1405'SIGN FOX BLUFF, AT THE U.S. ENGINEERS SUPPLY HOUSE FOR LOCK A,
 GC1405'7 FEET NORTH OF THE NORTHEAST CORNER OF THE BRICK BUILDING
 GC1405'HOUSING SUPPLY HOUSE, AND SET VERTICALLY IN THE EAST FACE OF THE
 GC1405'CONCRETE AND STONE LOADING PLATFORM, 1.3 FEET SOUTH OF THE
 GC1405'NORTHEAST CORNER OF THE PLATFORM, 20 FEET SOUTH OF THE SOUTH
 GC1405'RAIL OF THE MAIN TRACK, AND 0.3 FOOT ABOVE THE GROUND.
 GC1405
 GC1405                          STATION RECOVERY (1984)
 GC1405
 GC1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1405'RECOVERED IN POOR CONDITION.  THE BRICK BUILDING HAS BEEN TORN DOWN,
 GC1405'BUT THE FOUNDATION REMAINS.  NOT LEVELED TO THIS SURVEY.
 GC1405'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0570 ***********************************************************************
 GB0570  DESIGNATION -  C 50
 GB0570  PID         -  GB0570
 GB0570  STATE/COUNTY-  TN/CAMPBELL
 GB0570  USGS QUAD   -  JACKSBORO (1991)
 GB0570
 GB0570                         *CURRENT SURVEY CONTROL
 GB0570  ___________________________________________________________________
 GB0570* NAD 83(1986)-  36 16 46.     (N)    084 12 32.     (W)     SCALED    
 GB0570* NAVD 88     -       353.654  (meters)    1160.28   (feet)  ADJUSTED  
 GB0570  ___________________________________________________________________
 GB0570  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0570  DYNAMIC HT  -         353.339 (meters)    1159.25  (feet)  COMP
 GB0570  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB0570
 GB0570  VERT ORDER  -  SECOND    CLASS 0
 GB0570
 GB0570.The horizontal coordinates were scaled from a topographic map and have
 GB0570.an estimated accuracy of +/- 6 seconds.
 GB0570
 GB0570.The orthometric height was determined by differential leveling
 GB0570.and adjusted by the National Geodetic Survey in June 1991..
 GB0570
 GB0570.The geoid height was determined by GEOID03.
 GB0570
 GB0570.The dynamic height is computed by dividing the NAVD 88
 GB0570.geopotential number by the normal gravity value computed on the
 GB0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0570.degrees latitude (g = 980.6199 gals.).
 GB0570
 GB0570.The modeled gravity was interpolated from observed gravity values.
 GB0570
 GB0570;                    North         East    Units  Estimated Accuracy
 GB0570;SPC TN       -   217,390.      760,910.      MT  (+/- 180 meters Scaled)
 GB0570
 GB0570                          SUPERSEDED SURVEY CONTROL
 GB0570
 GB0570  NGVD 29 (??/??/92)  353.758  (m)         1160.62   (f) ADJ UNCH    2 0
 GB0570
 GB0570.Superseded values are not recommended for survey control.
 GB0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0570.See file dsdata.txt to determine how the superseded data were derived.
 GB0570
 GB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF506185(NAD 83)
 GB0570_MARKER: DB = BENCH MARK DISK
 GB0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0570_STAMPING: C 50 1934
 GB0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0570+STABILITY: SURFACE MOTION
 GB0570
 GB0570  HISTORY     - Date     Condition        Report By
 GB0570  HISTORY     - 1934     MONUMENTED       CGS
 GB0570  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0570
 GB0570                          STATION DESCRIPTION
 GB0570
 GB0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0570'0.8 MI N FROM VASPER.
 GB0570'0.8 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM VASPER, CAMBELL
 GB0570'COUNTY, AT THE SOUTH END OF A TUNNEL, AND 13 FEET WEST OF THE
 GB0570'TRACK.  A STANDARD DISK, STAMPED C 50 1934 AND SET IN THE
 GB0570'TOP OF A CONCRETE POST.
 GB0570
 GB0570                          STATION RECOVERY (1973)
 GB0570
 GB0570'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0601 ***********************************************************************
 GB0601  DESIGNATION -  C 51
 GB0601  PID         -  GB0601
 GB0601  STATE/COUNTY-  TN/CAMPBELL
 GB0601  USGS QUAD   -  LA FOLLETTE (1990)
 GB0601
 GB0601                         *CURRENT SURVEY CONTROL
 GB0601  ___________________________________________________________________
 GB0601* NAD 83(1986)-  36 26 47.     (N)    084 04 10.     (W)     SCALED    
 GB0601* NAVD 88     -       438.325  (meters)    1438.07   (feet)  ADJUSTED  
 GB0601  ___________________________________________________________________
 GB0601  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0601  DYNAMIC HT  -         437.934 (meters)    1436.79  (feet)  COMP
 GB0601  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 GB0601
 GB0601  VERT ORDER  -  SECOND    CLASS 0
 GB0601
 GB0601.The horizontal coordinates were scaled from a topographic map and have
 GB0601.an estimated accuracy of +/- 6 seconds.
 GB0601
 GB0601.The orthometric height was determined by differential leveling
 GB0601.and adjusted by the National Geodetic Survey in June 1991..
 GB0601
 GB0601.The geoid height was determined by GEOID03.
 GB0601
 GB0601.The dynamic height is computed by dividing the NAVD 88
 GB0601.geopotential number by the normal gravity value computed on the
 GB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0601.degrees latitude (g = 980.6199 gals.).
 GB0601
 GB0601.The modeled gravity was interpolated from observed gravity values.
 GB0601
 GB0601;                    North         East    Units  Estimated Accuracy
 GB0601;SPC TN       -   236,150.      773,070.      MT  (+/- 180 meters Scaled)
 GB0601
 GB0601                          SUPERSEDED SURVEY CONTROL
 GB0601
 GB0601  NGVD 29 (??/??/92)  438.420  (m)         1438.38   (f) ADJ UNCH    2 0
 GB0601
 GB0601.Superseded values are not recommended for survey control.
 GB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0601.See file dsdata.txt to determine how the superseded data were derived.
 GB0601
 GB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF626374(NAD 83)
 GB0601_MARKER: DB = BENCH MARK DISK
 GB0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0601_STAMPING: C 51 1934
 GB0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0601+STABILITY: SURFACE MOTION
 GB0601
 GB0601  HISTORY     - Date     Condition        Report By
 GB0601  HISTORY     - 1934     MONUMENTED       CGS
 GB0601  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0601  HISTORY     - 1952     MARK NOT FOUND   TVA
 GB0601
 GB0601                          STATION DESCRIPTION
 GB0601
 GB0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0601'AT DUFF.
 GB0601'AT DUFF, CAMPBELL COUNTY, ABOUT 5 RAILS SOUTH OF THE LOUISVILLE
 GB0601'AND NASHVILLE RAILROAD STATION, AT MILEAGE 217.75, 36 FEET NORTH
 GB0601'OF A GRADE CROSSING, AND 14 FEET WEST OF THE MAIN TRACK.  A
 GB0601'STANDARD DISK, STAMPED C 51 1934 AND SET IN THE TOP OF A CONCRETE
 GB0601'POST.
 GB0601
 GB0601                          STATION RECOVERY (1952)
 GB0601
 GB0601'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1797 ***********************************************************************
 FB1797  DESIGNATION -  C 53
 FB1797  PID         -  FB1797
 FB1797  STATE/COUNTY-  TN/SEVIER
 FB1797  USGS QUAD   -  GATLINBURG (1979)
 FB1797
 FB1797                         *CURRENT SURVEY CONTROL
 FB1797  ___________________________________________________________________
 FB1797* NAD 83(1986)-  35 42 45.     (N)    083 30 54.     (W)     SCALED    
 FB1797* NAVD 88     -       396.034  (meters)    1299.32   (feet)  ADJUSTED  
 FB1797  ___________________________________________________________________
 FB1797  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FB1797  DYNAMIC HT  -         395.644 (meters)    1298.04  (feet)  COMP
 FB1797  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FB1797
 FB1797  VERT ORDER  -  SECOND    CLASS 0
 FB1797
 FB1797.The horizontal coordinates were scaled from a topographic map and have
 FB1797.an estimated accuracy of +/- 6 seconds.
 FB1797
 FB1797.The orthometric height was determined by differential leveling
 FB1797.and adjusted by the National Geodetic Survey in June 1991..
 FB1797
 FB1797.The geoid height was determined by GEOID03.
 FB1797
 FB1797.The dynamic height is computed by dividing the NAVD 88
 FB1797.geopotential number by the normal gravity value computed on the
 FB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1797.degrees latitude (g = 980.6199 gals.).
 FB1797
 FB1797.The modeled gravity was interpolated from observed gravity values.
 FB1797
 FB1797;                    North         East    Units  Estimated Accuracy
 FB1797;SPC TN       -   155,870.      824,830.      MT  (+/- 180 meters Scaled)
 FB1797
 FB1797                          SUPERSEDED SURVEY CONTROL
 FB1797
 FB1797  NGVD 29 (??/??/92)  396.135  (m)         1299.65   (f) ADJ UNCH    2 0
 FB1797
 FB1797.Superseded values are not recommended for survey control.
 FB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1797.See file dsdata.txt to determine how the superseded data were derived.
 FB1797
 FB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV724549(NAD 83)
 FB1797_MARKER: DB = BENCH MARK DISK
 FB1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1797_STAMPING: C 53 1934
 FB1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1797+STABILITY: SURFACE MOTION
 FB1797
 FB1797  HISTORY     - Date     Condition        Report By
 FB1797  HISTORY     - 1934     MONUMENTED       CGS
 FB1797  HISTORY     - 1940     MARK NOT FOUND   NGS
 FB1797
 FB1797                          STATION DESCRIPTION
 FB1797
 FB1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1797'AT GATLINBURG.
 FB1797'AT GATLINBURG, ON STATE HIGHWAY 71, 0.1 MILE SOUTH OF THE BAPTIST
 FB1797'CHURCH, 36 YARDS NORTH OF THE DRIVEWAY TO THE RIVERSIDE HOTEL,
 FB1797'30 FEET NORTHEAST OF THE MOUNTAIN MUSEUM, 35 FEET WEST OF THE
 FB1797'CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF A POLE, IN THE
 FB1797'SOUTHWEST ANGLE OF THE INTERSECTION OF TWO WIRE FENCES, AND
 FB1797'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 53 1934 AND
 FB1797'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW HOTEL HAS BEEN
 FB1797'BUILT AND THE DRIVEWAY CHANGED.  THERE IS NO MOUNTAIN MUSEUM
 FB1797'ANYMORE.  A NEW HIGHWAY HAS BEEN BUILT AND CONSIDERABLY WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0167 ***********************************************************************
 FC0167  DESIGNATION -  C 54
 FC0167  PID         -  FC0167
 FC0167  STATE/COUNTY-  TN/MONROE
 FC0167  USGS QUAD   -  MADISONVILLE (1984)
 FC0167
 FC0167                         *CURRENT SURVEY CONTROL
 FC0167  ___________________________________________________________________
 FC0167* NAD 83(1986)-  35 33 15.     (N)    084 19 11.     (W)     SCALED    
 FC0167* NAVD 88     -       279.808  (meters)     918.00   (feet)  ADJUSTED  
 FC0167  ___________________________________________________________________
 FC0167  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0167  DYNAMIC HT  -         279.541 (meters)     917.13  (feet)  COMP
 FC0167  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 FC0167
 FC0167  VERT ORDER  -  SECOND    CLASS 0
 FC0167
 FC0167.The horizontal coordinates were scaled from a topographic map and have
 FC0167.an estimated accuracy of +/- 6 seconds.
 FC0167
 FC0167.The orthometric height was determined by differential leveling
 FC0167.and adjusted by the National Geodetic Survey in June 1991..
 FC0167
 FC0167.The geoid height was determined by GEOID03.
 FC0167
 FC0167.The dynamic height is computed by dividing the NAVD 88
 FC0167.geopotential number by the normal gravity value computed on the
 FC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0167.degrees latitude (g = 980.6199 gals.).
 FC0167
 FC0167.The modeled gravity was interpolated from observed gravity values.
 FC0167
 FC0167;                    North         East    Units  Estimated Accuracy
 FC0167;SPC TN       -   136,760.      752,340.      MT  (+/- 180 meters Scaled)
 FC0167
 FC0167                          SUPERSEDED SURVEY CONTROL
 FC0167
 FC0167  NGVD 29 (??/??/92)  279.903  (m)          918.32   (f) ADJ UNCH    2 0
 FC0167
 FC0167.Superseded values are not recommended for survey control.
 FC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0167.See file dsdata.txt to determine how the superseded data were derived.
 FC0167
 FC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE429378(NAD 83)
 FC0167_MARKER: DB = BENCH MARK DISK
 FC0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0167_STAMPING: C 54 1934
 FC0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0167+STABILITY: SURFACE MOTION
 FC0167
 FC0167  HISTORY     - Date     Condition        Report By
 FC0167  HISTORY     - 1934     MONUMENTED       CGS
 FC0167  HISTORY     - 1949     GOOD             NGS
 FC0167
 FC0167                          STATION DESCRIPTION
 FC0167
 FC0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0167'AT FAGIN.
 FC0167'AT FAGIN, MONROE COUNTY, 9 RAILS SOUTHWEST OF THE LOUISVILLE
 FC0167'AND NASHVILLE RAILROAD STATION SIGNBOARD, IN FRONT OF A HOUSE,
 FC0167'45 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1.5
 FC0167'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FC0167'STAMPED C 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0167'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0769 ***********************************************************************
 GA0769  DESIGNATION -  C 55
 GA0769  PID         -  GA0769
 GA0769  STATE/COUNTY-  TN/HAWKINS
 GA0769  USGS QUAD   -  BUREM (1976)
 GA0769
 GA0769                         *CURRENT SURVEY CONTROL
 GA0769  ___________________________________________________________________
 GA0769* NAD 83(1986)-  36 26 03.     (N)    082 59 16.     (W)     SCALED    
 GA0769* NAVD 88     -       391.173  (meters)    1283.37   (feet)  ADJUSTED  
 GA0769  ___________________________________________________________________
 GA0769  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0769  DYNAMIC HT  -         390.818 (meters)    1282.21  (feet)  COMP
 GA0769  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA0769
 GA0769  VERT ORDER  -  SECOND    CLASS 0
 GA0769
 GA0769.The horizontal coordinates were scaled from a topographic map and have
 GA0769.an estimated accuracy of +/- 6 seconds.
 GA0769
 GA0769.The orthometric height was determined by differential leveling
 GA0769.and adjusted by the National Geodetic Survey in June 1991..
 GA0769
 GA0769.The geoid height was determined by GEOID03.
 GA0769
 GA0769.The dynamic height is computed by dividing the NAVD 88
 GA0769.geopotential number by the normal gravity value computed on the
 GA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0769.degrees latitude (g = 980.6199 gals.).
 GA0769
 GA0769.The modeled gravity was interpolated from observed gravity values.
 GA0769
 GA0769;                    North         East    Units  Estimated Accuracy
 GA0769;SPC TN       -   237,250.      870,060.      MT  (+/- 180 meters Scaled)
 GA0769
 GA0769                          SUPERSEDED SURVEY CONTROL
 GA0769
 GA0769  NGVD 29 (??/??/92)  391.319  (m)         1283.85   (f) ADJ UNCH    2 0
 GA0769
 GA0769.Superseded values are not recommended for survey control.
 GA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0769.See file dsdata.txt to determine how the superseded data were derived.
 GA0769
 GA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218339(NAD 83)
 GA0769_MARKER: DB = BENCH MARK DISK
 GA0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0769_STAMPING: C 55 1934
 GA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0769+STABILITY: SURFACE MOTION
 GA0769
 GA0769  HISTORY     - Date     Condition        Report By
 GA0769  HISTORY     - 1934     MONUMENTED       CGS
 GA0769  HISTORY     - 1950     GOOD             TVA
 GA0769
 GA0769                          STATION DESCRIPTION
 GA0769
 GA0769'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0769'2.7 MI NE FROM ROGERSVILLE.
 GA0769'2.7 MILES NE ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0769'COUNTY, OPPOSITE THE STEPS LEADING TO THE HOME OF DON ALVIS,
 GA0769'25 FEET W OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT E OF THE
 GA0769'RIGHT-OF-WAY FENCE.  28 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 GA0769'50.6 FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE STEPS,
 GA0769'72.7 FEET NORTH NORTHEAST OF NAIL AND BOTTLE CAP IN TELEPHONE POLE,
 GA0769'63 FEET NORTHWEST OF NAIL AND BOTTLE CAP IN NORTHWEST
 GA0769'CORNER-GARDEN FENCE POST AND 1/2 FEET SOUTH OF STEEL WITNESS POST.
 GA0769'A STANDARD DISK, STAMPED C 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA0769'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0733 ***********************************************************************
 GA0733  DESIGNATION -  C 56
 GA0733  PID         -  GA0733
 GA0733  STATE/COUNTY-  TN/GREENE
 GA0733  USGS QUAD   -  MOSHEIM (1971)
 GA0733
 GA0733                         *CURRENT SURVEY CONTROL
 GA0733  ___________________________________________________________________
 GA0733* NAD 83(1986)-  36 11 13.     (N)    082 57 36.     (W)     SCALED    
 GA0733* NAVD 88     -       392.340  (meters)    1287.20   (feet)  ADJUSTED  
 GA0733  ___________________________________________________________________
 GA0733  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0733  DYNAMIC HT  -         391.975 (meters)    1286.00  (feet)  COMP
 GA0733  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA0733
 GA0733  VERT ORDER  -  SECOND    CLASS 0
 GA0733
 GA0733.The horizontal coordinates were scaled from a topographic map and have
 GA0733.an estimated accuracy of +/- 6 seconds.
 GA0733
 GA0733.The orthometric height was determined by differential leveling
 GA0733.and adjusted by the National Geodetic Survey in June 1991..
 GA0733
 GA0733.The geoid height was determined by GEOID03.
 GA0733
 GA0733.The dynamic height is computed by dividing the NAVD 88
 GA0733.geopotential number by the normal gravity value computed on the
 GA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0733.degrees latitude (g = 980.6199 gals.).
 GA0733
 GA0733.The modeled gravity was interpolated from observed gravity values.
 GA0733
 GA0733;                    North         East    Units  Estimated Accuracy
 GA0733;SPC TN       -   209,910.      873,400.      MT  (+/- 180 meters Scaled)
 GA0733
 GA0733                          SUPERSEDED SURVEY CONTROL
 GA0733
 GA0733  NGVD 29 (??/??/92)  392.487  (m)         1287.68   (f) ADJ UNCH    2 0
 GA0733
 GA0733.Superseded values are not recommended for survey control.
 GA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0733.See file dsdata.txt to determine how the superseded data were derived.
 GA0733
 GA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA237064(NAD 83)
 GA0733_MARKER: DB = BENCH MARK DISK
 GA0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0733_STAMPING: C 56 1934
 GA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0733+STABILITY: SURFACE MOTION
 GA0733
 GA0733  HISTORY     - Date     Condition        Report By
 GA0733  HISTORY     - 1934     MONUMENTED       CGS
 GA0733  HISTORY     - 1950     GOOD             TVA
 GA0733  HISTORY     - 1981     GOOD             LOCENG
 GA0733
 GA0733                          STATION DESCRIPTION
 GA0733
 GA0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0733'8.8 MI W FROM GREENEVILLE.
 GA0733'8.8 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0733'GREENEVILLE, GREENE COUNTY, 144 FEET E OF THE STATION AT MOSHEIM,
 GA0733'AT MILEAGE 65.5, 80 FEET E OF A GRADE CROSSING, 27 FEET N OF THE
 GA0733'CENTERLINE OF THE MAIN TRACK, AND 2 FEET S OF A FENCE.  104 FEET
 GA0733'NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF THE ROAD AND
 GA0733'RAILROAD, 30.8 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0733'19.2 FEET NORTHEAST OF NAIL AND BOTTLE CAP IN TELEPHONE POLE,
 GA0733'5.5 FEET SOUTHWEST OF STEEL FENCE POST ON WEST SIDE OF GATE, 22.1
 GA0733'FEET SOUTHWEST OF NAIL AND BOTTLE CAP IN A 10 INCH CEDAR TREE IN
 GA0733'FENCE LINE AND 2.1 FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD
 GA0733'DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0733
 GA0733                          STATION RECOVERY (1950)
 GA0733
 GA0733'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0733'RECOVERED IN GOOD CONDITION.
 GA0733
 GA0733                          STATION RECOVERY (1981)
 GA0733
 GA0733'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0574 ***********************************************************************
 GA0574  DESIGNATION -  C 57
 GA0574  PID         -  GA0574
 GA0574  STATE/COUNTY-  TN/WASHINGTON
 GA0574  USGS QUAD   -  JOHNSON CITY (1968)
 GA0574
 GA0574                         *CURRENT SURVEY CONTROL
 GA0574  ___________________________________________________________________
 GA0574* NAD 83(1986)-  36 18 51.     (N)    082 20 53.     (W)     SCALED    
 GA0574* NAVD 88     -       506.524  (meters)    1661.82   (feet)  ADJUSTED  
 GA0574  ___________________________________________________________________
 GA0574  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0574  DYNAMIC HT  -         506.044 (meters)    1660.25  (feet)  COMP
 GA0574  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 GA0574
 GA0574  VERT ORDER  -  SECOND    CLASS 0
 GA0574
 GA0574.The horizontal coordinates were scaled from a topographic map and have
 GA0574.an estimated accuracy of +/- 6 seconds.
 GA0574
 GA0574.The orthometric height was determined by differential leveling
 GA0574.and adjusted by the National Geodetic Survey in June 1991..
 GA0574
 GA0574.The geoid height was determined by GEOID03.
 GA0574
 GA0574.The dynamic height is computed by dividing the NAVD 88
 GA0574.geopotential number by the normal gravity value computed on the
 GA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0574.degrees latitude (g = 980.6199 gals.).
 GA0574
 GA0574.The modeled gravity was interpolated from observed gravity values.
 GA0574
 GA0574;                    North         East    Units  Estimated Accuracy
 GA0574;SPC TN       -   225,890.      927,880.      MT  (+/- 180 meters Scaled)
 GA0574
 GA0574                          SUPERSEDED SURVEY CONTROL
 GA0574
 GA0574  NGVD 29 (??/??/92)  506.668  (m)         1662.29   (f) ADJ UNCH    2 0
 GA0574
 GA0574.Superseded values are not recommended for survey control.
 GA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0574.See file dsdata.txt to determine how the superseded data were derived.
 GA0574
 GA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA789196(NAD 83)
 GA0574_MARKER: DB = BENCH MARK DISK
 GA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0574_STAMPING: C 57 1934
 GA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0574+STABILITY: SURFACE MOTION
 GA0574
 GA0574  HISTORY     - Date     Condition        Report By
 GA0574  HISTORY     - 1934     MONUMENTED       CGS
 GA0574  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0574
 GA0574                          STATION DESCRIPTION
 GA0574
 GA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0574'AT JOHNSON CITY.
 GA0574'AT JOHNSON CITY, WASHINGTON COUNTY, AT THE SOUTHWEST CORNER OF
 GA0574'THE COLUMBUS POWELL SCHOOLYARD, 14 FEET SOUTH OF THE CURB OF EAST
 GA0574'MAPLE STREET, AND 9 FEET EAST OF THE CURB OF SOUTH ROAN STREET.
 GA0574'A STANDARD DISK, STAMPED C 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0574'POST.
 GA0574
 GA0574                          STATION RECOVERY (2001)
 GA0574
 GA0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1402 ***********************************************************************
 GA1402  DESIGNATION -  C 58
 GA1402  PID         -  GA1402
 GA1402  STATE/COUNTY-  TN/SULLIVAN
 GA1402  USGS QUAD   -  KINGSPORT (1991)
 GA1402
 GA1402                         *CURRENT SURVEY CONTROL
 GA1402  ___________________________________________________________________
 GA1402* NAD 83(1986)-  36 34 36.     (N)    082 37 28.     (W)     SCALED    
 GA1402* NAVD 88     -       389.521  (meters)    1277.95   (feet)  ADJUSTED  
 GA1402  ___________________________________________________________________
 GA1402  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA1402  DYNAMIC HT  -         389.172 (meters)    1276.81  (feet)  COMP
 GA1402  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1402
 GA1402  VERT ORDER  -  SECOND    CLASS 0
 GA1402
 GA1402.The horizontal coordinates were scaled from a topographic map and have
 GA1402.an estimated accuracy of +/- 6 seconds.
 GA1402
 GA1402.The orthometric height was determined by differential leveling
 GA1402.and adjusted by the National Geodetic Survey in June 1991..
 GA1402
 GA1402.The geoid height was determined by GEOID03.
 GA1402
 GA1402.The dynamic height is computed by dividing the NAVD 88
 GA1402.geopotential number by the normal gravity value computed on the
 GA1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1402.degrees latitude (g = 980.6199 gals.).
 GA1402
 GA1402.The modeled gravity was interpolated from observed gravity values.
 GA1402
 GA1402;                    North         East    Units  Estimated Accuracy
 GA1402;SPC TN       -   254,110.      902,070.      MT  (+/- 180 meters Scaled)
 GA1402
 GA1402                          SUPERSEDED SURVEY CONTROL
 GA1402
 GA1402  NGVD 29 (??/??/92)  389.668  (m)         1278.44   (f) ADJ UNCH    2 0
 GA1402
 GA1402.Superseded values are not recommended for survey control.
 GA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1402.See file dsdata.txt to determine how the superseded data were derived.
 GA1402
 GA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA546491(NAD 83)
 GA1402_MARKER: DB = BENCH MARK DISK
 GA1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1402_SP_SET: TUNNEL
 GA1402_STAMPING: C 58 1934
 GA1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1402
 GA1402  HISTORY     - Date     Condition        Report By
 GA1402  HISTORY     - 1934     MONUMENTED       CGS
 GA1402  HISTORY     - 1959     MARK NOT FOUND   NGS
 GA1402
 GA1402                          STATION DESCRIPTION
 GA1402
 GA1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GA1402'4.9 MI NW FROM KINGSPORT.
 GA1402'4.9 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1402'SULLIVAN COUNTY, 1.2 MILES NORTH OF ROTHERWOOD, ABOUT 1.2 MILES
 GA1402'SOUTH OF FRISCO, AT THE SOUTH END OF SEUSABAUGH TUNNEL, IN THE
 GA1402'TOP OF THE CONCRETE FOUNDATION, 3 INCHES FROM THE SOUTH END,
 GA1402'AND 5 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED C 58 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0796 ***********************************************************************
 GD0796  DESIGNATION -  C 59
 GD0796  PID         -  GD0796
 GD0796  STATE/COUNTY-  TN/OBION
 GD0796  USGS QUAD   -  KENTON (1981)
 GD0796
 GD0796                         *CURRENT SURVEY CONTROL
 GD0796  ___________________________________________________________________
 GD0796* NAD 83(1986)-  36 14 57.     (N)    089 01 27.     (W)     SCALED    
 GD0796* NAVD 88     -        89.646  (meters)     294.11   (feet)  ADJUSTED  
 GD0796  ___________________________________________________________________
 GD0796  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0796  DYNAMIC HT  -          89.572 (meters)     293.87  (feet)  COMP
 GD0796  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GD0796
 GD0796  VERT ORDER  -  SECOND    CLASS 0
 GD0796
 GD0796.The horizontal coordinates were scaled from a topographic map and have
 GD0796.an estimated accuracy of +/- 6 seconds.
 GD0796
 GD0796.The orthometric height was determined by differential leveling
 GD0796.and adjusted by the National Geodetic Survey in June 1991..
 GD0796
 GD0796.The geoid height was determined by GEOID03.
 GD0796
 GD0796.The dynamic height is computed by dividing the NAVD 88
 GD0796.geopotential number by the normal gravity value computed on the
 GD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0796.degrees latitude (g = 980.6199 gals.).
 GD0796
 GD0796.The modeled gravity was interpolated from observed gravity values.
 GD0796
 GD0796;                    North         East    Units  Estimated Accuracy
 GD0796;SPC TN       -   216,760.      328,240.      MT  (+/- 180 meters Scaled)
 GD0796
 GD0796                          SUPERSEDED SURVEY CONTROL
 GD0796
 GD0796  NGVD 29 (??/??/??)   89.660  (m)          294.16   (f) ADJUSTED    2 0
 GD0796
 GD0796.Superseded values are not recommended for survey control.
 GD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0796.See file dsdata.txt to determine how the superseded data were derived.
 GD0796
 GD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF181134(NAD 83)
 GD0796_MARKER: DB = BENCH MARK DISK
 GD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0796_STAMPING: C 59 1935
 GD0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0796+STABILITY: SURFACE MOTION
 GD0796
 GD0796  HISTORY     - Date     Condition        Report By
 GD0796  HISTORY     - 1935     MONUMENTED       CGS
 GD0796  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0796
 GD0796                          STATION DESCRIPTION
 GD0796
 GD0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0796'3.3 MI N FROM KENTON.
 GD0796'3.3 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0796'STATION AT KENTON, OBION COUNTY, 0.4 MILE NORTH OF MILEPOST 434,
 GD0796'AT THE BRUCES STATION, 100 YARDS NORTHWEST OF AN ABANDONED
 GD0796'SAWMILL SAWDUST PILE, AT A ROAD CROSSING, 15 YARDS NORTH OF THE
 GD0796'CENTERLINE OF THE ROAD, AND 8 YARDS WEST OF THE CENTERLINE OF
 GD0796'THE TRACK.  A STANDARD DISK, STAMPED C 59 1935 AND SET IN THE
 GD0796'TOP OF A CONCRETE POST.  NOTE-- THERE IS NOW A WIDE, DEEP
 GD0796'DRAINAGE DITCH AT THE SITE OF THE MARK ACCORDING TO THE ORIGINAL
 GD0796'DESCRIPTION, AND IT IS PRESUMED THAT THE MARK WAS DESTROYED AT
 GD0796'THE TIME THIS DRAINAGE DITCH WAS DUG.
 GD0796
 GD0796                          STATION RECOVERY (1967)
 GD0796
 GD0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0556 ***********************************************************************
 GA0556  DESIGNATION -  C 59
 GA0556  PID         -  GA0556
 GA0556  STATE/COUNTY-  TN/WASHINGTON
 GA0556  USGS QUAD   -  JONESBOROUGH (1968)
 GA0556
 GA0556                         *CURRENT SURVEY CONTROL
 GA0556  ___________________________________________________________________
 GA0556* NAD 83(1986)-  36 17 34.     (N)    082 28 22.     (W)     SCALED    
 GA0556* NAVD 88     -       517.752  (meters)    1698.66   (feet)  ADJUSTED  
 GA0556  ___________________________________________________________________
 GA0556  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0556  DYNAMIC HT  -         517.257 (meters)    1697.03  (feet)  COMP
 GA0556  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 GA0556
 GA0556  VERT ORDER  -  SECOND    CLASS 0
 GA0556
 GA0556.The horizontal coordinates were scaled from a topographic map and have
 GA0556.an estimated accuracy of +/- 6 seconds.
 GA0556
 GA0556.The orthometric height was determined by differential leveling
 GA0556.and adjusted by the National Geodetic Survey in June 1991..
 GA0556
 GA0556.The geoid height was determined by GEOID03.
 GA0556
 GA0556.The dynamic height is computed by dividing the NAVD 88
 GA0556.geopotential number by the normal gravity value computed on the
 GA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0556.degrees latitude (g = 980.6199 gals.).
 GA0556
 GA0556.The modeled gravity was interpolated from observed gravity values.
 GA0556
 GA0556;                    North         East    Units  Estimated Accuracy
 GA0556;SPC TN       -   223,110.      916,770.      MT  (+/- 180 meters Scaled)
 GA0556
 GA0556                          SUPERSEDED SURVEY CONTROL
 GA0556
 GA0556  NGVD 29 (??/??/92)  517.886  (m)         1699.10   (f) ADJ UNCH    2 0
 GA0556
 GA0556.Superseded values are not recommended for survey control.
 GA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0556.See file dsdata.txt to determine how the superseded data were derived.
 GA0556
 GA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677174(NAD 83)
 GA0556_MARKER: DB = BENCH MARK DISK
 GA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0556_STAMPING: C 59 1934
 GA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0556+STABILITY: SURFACE MOTION
 GA0556
 GA0556  HISTORY     - Date     Condition        Report By
 GA0556  HISTORY     - 1934     MONUMENTED       CGS
 GA0556  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0556
 GA0556                          STATION DESCRIPTION
 GA0556
 GA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0556'AT JONESBORO.
 GA0556'AT JONESBORO, WASHINGTON COUNTY, ON THE SOUTHERN RAILWAY, 21
 GA0556'FEET WEST OF THE CENTERLINE OF FOX STREET, AND 12 FEET NORTH OF
 GA0556'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GA0556'C 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0556
 GA0556                          STATION RECOVERY (2001)
 GA0556
 GA0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0005 ***********************************************************************
 FD0005  DESIGNATION -  C 6
 FD0005  PID         -  FD0005
 FD0005  STATE/COUNTY-  TN/RUTHERFORD
 FD0005  USGS QUAD   -  MURFREESBORO (1983)
 FD0005
 FD0005                         *CURRENT SURVEY CONTROL
 FD0005  ___________________________________________________________________
 FD0005* NAD 83(1986)-  35 45 13.     (N)    086 23 12.     (W)     SCALED    
 FD0005* NAVD 88     -       203.611  (meters)     668.01   (feet)  ADJUSTED  
 FD0005  ___________________________________________________________________
 FD0005  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0005  DYNAMIC HT  -         203.429 (meters)     667.42  (feet)  COMP
 FD0005  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FD0005
 FD0005  VERT ORDER  -  FIRST     CLASS II
 FD0005
 FD0005.The horizontal coordinates were scaled from a topographic map and have
 FD0005.an estimated accuracy of +/- 6 seconds.
 FD0005
 FD0005.The orthometric height was determined by differential leveling
 FD0005.and adjusted by the National Geodetic Survey in June 1991..
 FD0005
 FD0005.The geoid height was determined by GEOID03.
 FD0005
 FD0005.The dynamic height is computed by dividing the NAVD 88
 FD0005.geopotential number by the normal gravity value computed on the
 FD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0005.degrees latitude (g = 980.6199 gals.).
 FD0005
 FD0005.The modeled gravity was interpolated from observed gravity values.
 FD0005
 FD0005;                    North         East    Units  Estimated Accuracy
 FD0005;SPC TN       -   157,650.      565,030.      MT  (+/- 180 meters Scaled)
 FD0005
 FD0005                          SUPERSEDED SURVEY CONTROL
 FD0005
 FD0005  NGVD 29 (??/??/92)  203.617  (m)          668.03   (f) ADJ UNCH    1 2
 FD0005
 FD0005.Superseded values are not recommended for survey control.
 FD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0005.See file dsdata.txt to determine how the superseded data were derived.
 FD0005
 FD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE554567(NAD 83)
 FD0005_MARKER: DB = BENCH MARK DISK
 FD0005_SETTING: 66 = SET IN ROCK OUTCROP
 FD0005_SP_SET: ROCK LEDGE
 FD0005_STAMPING: 668.417 C 6 1930
 FD0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0005+STABILITY: POSITION/ELEVATION WELL
 FD0005
 FD0005  HISTORY     - Date     Condition        Report By
 FD0005  HISTORY     - 1930     MONUMENTED       CGS
 FD0005  HISTORY     - 1943     GOOD             NGS
 FD0005
 FD0005                          STATION DESCRIPTION
 FD0005
 FD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0005'AT RUCKER.
 FD0005'AT RUCKER, RUTHERFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FD0005'ST. LOUIS RAILWAY 7 RAILS NORTH OF THE STATION, 5 FEET NORTH
 FD0005'OF POLE 38/8, 43 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FD0005'AND IN A ROCK LEDGE FLUSH WITH THE GROUND.  A STANDARD DISK,
 FD0005'STAMPED 668.417 C 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0738 ***********************************************************************
 GD0738  DESIGNATION -  C 60
 GD0738  PID         -  GD0738
 GD0738  STATE/COUNTY-  TN/LAKE
 GD0738  USGS QUAD   -  TIPTONVILLE (1981)
 GD0738
 GD0738                         *CURRENT SURVEY CONTROL
 GD0738  ___________________________________________________________________
 GD0738* NAD 83(1986)-  36 24 51.     (N)    089 26 27.     (W)     SCALED    
 GD0738* NAVD 88     -        91.583  (meters)     300.47   (feet)  ADJUSTED  
 GD0738  ___________________________________________________________________
 GD0738  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0738  DYNAMIC HT  -          91.510 (meters)     300.23  (feet)  COMP
 GD0738  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GD0738
 GD0738  VERT ORDER  -  SECOND    CLASS 0
 GD0738
 GD0738.The horizontal coordinates were scaled from a topographic map and have
 GD0738.an estimated accuracy of +/- 6 seconds.
 GD0738
 GD0738.The orthometric height was determined by differential leveling
 GD0738.and adjusted by the National Geodetic Survey in June 1991..
 GD0738
 GD0738.The geoid height was determined by GEOID03.
 GD0738
 GD0738.The dynamic height is computed by dividing the NAVD 88
 GD0738.geopotential number by the normal gravity value computed on the
 GD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0738.degrees latitude (g = 980.6199 gals.).
 GD0738
 GD0738.The modeled gravity was interpolated from observed gravity values.
 GD0738
 GD0738;                    North         East    Units  Estimated Accuracy
 GD0738;SPC TN       -   236,300.      291,460.      MT  (+/- 180 meters Scaled)
 GD0738
 GD0738                          SUPERSEDED SURVEY CONTROL
 GD0738
 GD0738  NGVD 29 (??/??/??)   91.641  (m)          300.66   (f) ADJUSTED    2 0
 GD0738
 GD0738.Superseded values are not recommended for survey control.
 GD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0738.See file dsdata.txt to determine how the superseded data were derived.
 GD0738
 GD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF811326(NAD 83)
 GD0738_MARKER: DB = BENCH MARK DISK
 GD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0738_STAMPING: C 60 1935
 GD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0738+STABILITY: SURFACE MOTION
 GD0738
 GD0738  HISTORY     - Date     Condition        Report By
 GD0738  HISTORY     - 1935     MONUMENTED       CGS
 GD0738  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0738
 GD0738                          STATION DESCRIPTION
 GD0738
 GD0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0738'AT PROCTOR CITY.
 GD0738'AT PROCTOR CITY, LAKE COUNTY, 125 YARDS SOUTH OF THE ILLINOIS
 GD0738'CENTRAL RAILROAD STATION, 100 YARDS SOUTH OF A ROAD CROSSING,
 GD0738'5 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND AT THE SOUTHWEST
 GD0738'CORNER OF A GARDEN.  A STANDARD DISK, STAMPED C 60 1935 AND SET
 GD0738'IN THE TOP OF A CONCRETE POST.
 GD0738
 GD0738                          STATION RECOVERY (1963)
 GD0738
 GD0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0864 ***********************************************************************
 FE0864  DESIGNATION -  C 63
 FE0864  PID         -  FE0864
 FE0864  STATE/COUNTY-  TN/CROCKETT
 FE0864  USGS QUAD   -  BELLS (1981)
 FE0864
 FE0864                         *CURRENT SURVEY CONTROL
 FE0864  ___________________________________________________________________
 FE0864* NAD 83(1986)-  35 42 47.     (N)    089 04 47.     (W)     SCALED    
 FE0864* NAVD 88     -       105.649  (meters)     346.62   (feet)  ADJUSTED  
 FE0864  ___________________________________________________________________
 FE0864  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0864  DYNAMIC HT  -         105.556 (meters)     346.31  (feet)  COMP
 FE0864  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE0864
 FE0864  VERT ORDER  -  SECOND    CLASS 0
 FE0864
 FE0864.The horizontal coordinates were scaled from a topographic map and have
 FE0864.an estimated accuracy of +/- 6 seconds.
 FE0864
 FE0864.The orthometric height was determined by differential leveling
 FE0864.and adjusted by the National Geodetic Survey in June 1991..
 FE0864
 FE0864.The geoid height was determined by GEOID03.
 FE0864
 FE0864.The dynamic height is computed by dividing the NAVD 88
 FE0864.geopotential number by the normal gravity value computed on the
 FE0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0864.degrees latitude (g = 980.6199 gals.).
 FE0864
 FE0864.The modeled gravity was interpolated from observed gravity values.
 FE0864
 FE0864;                    North         East    Units  Estimated Accuracy
 FE0864;SPC TN       -   157,460.      321,380.      MT  (+/- 180 meters Scaled)
 FE0864
 FE0864                          SUPERSEDED SURVEY CONTROL
 FE0864
 FE0864  NGVD 29 (??/??/??)  105.683  (m)          346.73   (f) ADJUSTED    2 0
 FE0864
 FE0864.Superseded values are not recommended for survey control.
 FE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0864.See file dsdata.txt to determine how the superseded data were derived.
 FE0864
 FE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE118541(NAD 83)
 FE0864_MARKER: DB = BENCH MARK DISK
 FE0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0864_STAMPING: C 63 1935
 FE0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0864+STABILITY: SURFACE MOTION
 FE0864
 FE0864  HISTORY     - Date     Condition        Report By
 FE0864  HISTORY     - 1935     MONUMENTED       CGS
 FE0864  HISTORY     - 1949     GOOD             CGS
 FE0864  HISTORY     - 1988     GOOD             USPSQD
 FE0864  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0864
 FE0864                          STATION DESCRIPTION
 FE0864
 FE0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0864'0.3 MI E FROM BELLS.
 FE0864'0.3 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0864'FROM THE STATION AT BELLS, CROCKETT COUNTY, AT MILEAGE 307.4,
 FE0864'4 RAILS WEST OF THE CENTER OF THE JUNCTION OF THE GULF, MOBILE
 FE0864'AND OHIO RAILROAD, AT THE CROSSING OF STATE HIGHWAY 76, 2
 FE0864'RAILS WEST OF THE CENTERLINE OF THE HIGHWAY, AND 14 FEET NORTH
 FE0864'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FE0864'C 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0864
 FE0864                          STATION RECOVERY (1988)
 FE0864
 FE0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 FE0864'RECOVERED IN GOOD CONDITION.
 FE0864
 FE0864                          STATION RECOVERY (2002)
 FE0864
 FE0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0864'DITCH IN AREA NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0995 ***********************************************************************
 FE0995  DESIGNATION -  C 64
 FE0995  PID         -  FE0995
 FE0995  STATE/COUNTY-  TN/HARDEMAN
 FE0995  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0995
 FE0995                         *CURRENT SURVEY CONTROL
 FE0995  ___________________________________________________________________
 FE0995* NAD 83(1986)-  35 03 18.     (N)    089 11 08.     (W)     SCALED    
 FE0995* NAVD 88     -       177.168  (meters)     581.26   (feet)  ADJUSTED  
 FE0995  ___________________________________________________________________
 FE0995  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0995  DYNAMIC HT  -         177.001 (meters)     580.71  (feet)  COMP
 FE0995  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE0995
 FE0995  VERT ORDER  -  FIRST     CLASS II
 FE0995
 FE0995.The horizontal coordinates were scaled from a topographic map and have
 FE0995.an estimated accuracy of +/- 6 seconds.
 FE0995
 FE0995.The orthometric height was determined by differential leveling
 FE0995.and adjusted by the National Geodetic Survey in June 1991..
 FE0995.WARNING-Repeat measurements at this control monument indicate possible
 FE0995.vertical movement.
 FE0995
 FE0995.The geoid height was determined by GEOID03.
 FE0995
 FE0995.The dynamic height is computed by dividing the NAVD 88
 FE0995.geopotential number by the normal gravity value computed on the
 FE0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0995.degrees latitude (g = 980.6199 gals.).
 FE0995
 FE0995.The modeled gravity was interpolated from observed gravity values.
 FE0995
 FE0995;                    North         East    Units  Estimated Accuracy
 FE0995;SPC TN       -    84,800.      309,430.      MT  (+/- 180 meters Scaled)
 FE0995
 FE0995                          SUPERSEDED SURVEY CONTROL
 FE0995
 FE0995  NGVD 29 (??/??/??)  177.108  (m)          581.06   (f) ADJUSTED    1 2
 FE0995
 FE0995.Superseded values are not recommended for survey control.
 FE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0995.See file dsdata.txt to determine how the superseded data were derived.
 FE0995
 FE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD006813(NAD 83)
 FE0995_MARKER: DB = BENCH MARK DISK
 FE0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0995_STAMPING: C 64 1935
 FE0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0995+STABILITY: SURFACE MOTION
 FE0995
 FE0995  HISTORY     - Date     Condition        Report By
 FE0995  HISTORY     - 1935     MONUMENTED       CGS
 FE0995  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE0995
 FE0995                          STATION DESCRIPTION
 FE0995
 FE0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE0995'0.4 MI N FROM GRAND JUNCTION.
 FE0995'AT GRAND JUNCTION, HARDEMAN COUNTY, 0.4 MILE NORTH ALONG THE
 FE0995'ILLINOIS CENTRAL RAILROAD FROM THE SOUTHERN RAILWAY CROSSING,
 FE0995'165 FEET NORTH OF A ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE
 FE0995'OF THE TRACK, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2 FEET
 FE0995'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 FE0995'TRACK.  A STANDARD DISK, STAMPED C 64 1935 AND SET IN THE TOP
 FE0995'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0776 ***********************************************************************
 FE0776  DESIGNATION -  C 65
 FE0776  PID         -  FE0776
 FE0776  STATE/COUNTY-  TN/MADISON
 FE0776  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0776
 FE0776                         *CURRENT SURVEY CONTROL
 FE0776  ___________________________________________________________________
 FE0776* NAD 83(1986)-  35 30 40.     (N)    088 50 52.     (W)     SCALED    
 FE0776* NAVD 88     -       154.300  (meters)     506.23   (feet)  ADJUSTED  
 FE0776  ___________________________________________________________________
 FE0776  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0776  DYNAMIC HT  -         154.159 (meters)     505.77  (feet)  COMP
 FE0776  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FE0776
 FE0776  VERT ORDER  -  SECOND    CLASS 0
 FE0776
 FE0776.The horizontal coordinates were scaled from a topographic map and have
 FE0776.an estimated accuracy of +/- 6 seconds.
 FE0776
 FE0776.The orthometric height was determined by differential leveling
 FE0776.and adjusted by the National Geodetic Survey in June 1991..
 FE0776
 FE0776.The geoid height was determined by GEOID03.
 FE0776
 FE0776.The dynamic height is computed by dividing the NAVD 88
 FE0776.geopotential number by the normal gravity value computed on the
 FE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0776.degrees latitude (g = 980.6199 gals.).
 FE0776
 FE0776.The modeled gravity was interpolated from observed gravity values.
 FE0776
 FE0776;                    North         East    Units  Estimated Accuracy
 FE0776;SPC TN       -   134,430.      341,700.      MT  (+/- 180 meters Scaled)
 FE0776
 FE0776                          SUPERSEDED SURVEY CONTROL
 FE0776
 FE0776  NGVD 29 (??/??/??)  154.320  (m)          506.30   (f) ADJUSTED    2 0
 FE0776
 FE0776.Superseded values are not recommended for survey control.
 FE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0776.See file dsdata.txt to determine how the superseded data were derived.
 FE0776
 FE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE324312(NAD 83)
 FE0776_MARKER: DB = BENCH MARK DISK
 FE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0776_STAMPING: C 65 1935
 FE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0776+STABILITY: SURFACE MOTION
 FE0776
 FE0776  HISTORY     - Date     Condition        Report By
 FE0776  HISTORY     - 1935     MONUMENTED       CGS
 FE0776  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE0776
 FE0776                          STATION DESCRIPTION
 FE0776
 FE0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE0776'4.1 MI N FROM MEDON.
 FE0776'4.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0776'STATION AT MEDON, MADISON COUNTY, AT A FARM-ROAD CROSSING, 40
 FE0776'FEET NORTH OF THE ROAD, 35 FEET WEST OF THE TRACK, AND 4 FEET
 FE0776'NORTH OF THE FENCE AND A CATTLEGUARD.  A STANDARD DISK, STAMPED
 FE0776'C 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1169 ***********************************************************************
 FE1169  DESIGNATION -  C 67
 FE1169  PID         -  FE1169
 FE1169  STATE/COUNTY-  TN/TIPTON
 FE1169  USGS QUAD   -  MASON (1973)
 FE1169
 FE1169                         *CURRENT SURVEY CONTROL
 FE1169  ___________________________________________________________________
 FE1169* NAD 83(1986)-  35 24 29.     (N)    089 32 11.     (W)     SCALED    
 FE1169* NAVD 88     -        90.686  (meters)     297.53   (feet)  ADJUSTED  
 FE1169  ___________________________________________________________________
 FE1169  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1169  DYNAMIC HT  -          90.606 (meters)     297.26  (feet)  COMP
 FE1169  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE1169
 FE1169  VERT ORDER  -  SECOND    CLASS 0
 FE1169
 FE1169.The horizontal coordinates were scaled from a topographic map and have
 FE1169.an estimated accuracy of +/- 6 seconds.
 FE1169
 FE1169.The orthometric height was determined by differential leveling
 FE1169.and adjusted by the National Geodetic Survey in June 1991..
 FE1169
 FE1169.The geoid height was determined by GEOID03.
 FE1169
 FE1169.The dynamic height is computed by dividing the NAVD 88
 FE1169.geopotential number by the normal gravity value computed on the
 FE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1169.degrees latitude (g = 980.6199 gals.).
 FE1169
 FE1169.The modeled gravity was interpolated from observed gravity values.
 FE1169
 FE1169;                    North         East    Units  Estimated Accuracy
 FE1169;SPC TN       -   125,040.      278,860.      MT  (+/- 180 meters Scaled)
 FE1169
 FE1169                          SUPERSEDED SURVEY CONTROL
 FE1169
 FE1169  NGVD 29 (??/??/??)   90.676  (m)          297.49   (f) ADJUSTED    2 0
 FE1169
 FE1169.Superseded values are not recommended for survey control.
 FE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1169.See file dsdata.txt to determine how the superseded data were derived.
 FE1169
 FE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE696212(NAD 83)
 FE1169_MARKER: DB = BENCH MARK DISK
 FE1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1169_STAMPING: C 67 1935
 FE1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1169+STABILITY: SURFACE MOTION
 FE1169
 FE1169  HISTORY     - Date     Condition        Report By
 FE1169  HISTORY     - 1935     MONUMENTED       CGS
 FE1169  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1169
 FE1169                          STATION DESCRIPTION
 FE1169
 FE1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1169'AT MASON.
 FE1169'AT MANSON, TIPTON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1169'RAILROAD, 0.3 MILE SOUTH OF BENCH MARK A 67, AT THE NORTHWEST CORNER
 FE1169'OF A COUNTY-ROAD FENCE, 25 FEET WEST OF THE CENTERLINE OF THE MAIN
 FE1169'TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE1169'DISK, STAMPED C 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 FE1169'PROJECTING 4 INCHES ABOVE GROUND.
 FE1169
 FE1169                          STATION RECOVERY (1963)
 FE1169
 FE1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1205 ***********************************************************************
 FE1205  DESIGNATION -  C 68
 FE1205  PID         -  FE1205
 FE1205  STATE/COUNTY-  TN/SHELBY
 FE1205  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1205
 FE1205                         *CURRENT SURVEY CONTROL
 FE1205  ___________________________________________________________________
 FE1205* NAD 83(1986)-  35 09 28.     (N)    089 59 47.     (W)     SCALED    
 FE1205* NAVD 88     -        78.265  (meters)     256.77   (feet)  ADJUSTED  
 FE1205  ___________________________________________________________________
 FE1205  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1205  DYNAMIC HT  -          78.194 (meters)     256.54  (feet)  COMP
 FE1205  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FE1205
 FE1205  VERT ORDER  -  SECOND    CLASS 0
 FE1205
 FE1205.The horizontal coordinates were scaled from a topographic map and have
 FE1205.an estimated accuracy of +/- 6 seconds.
 FE1205
 FE1205.The orthometric height was determined by differential leveling
 FE1205.and adjusted by the National Geodetic Survey in June 1991..
 FE1205
 FE1205.The geoid height was determined by GEOID03.
 FE1205
 FE1205.The dynamic height is computed by dividing the NAVD 88
 FE1205.geopotential number by the normal gravity value computed on the
 FE1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1205.degrees latitude (g = 980.6199 gals.).
 FE1205
 FE1205.The modeled gravity was interpolated from observed gravity values.
 FE1205
 FE1205;                    North         East    Units  Estimated Accuracy
 FE1205;SPC TN       -    98,910.      235,970.      MT  (+/- 180 meters Scaled)
 FE1205
 FE1205                          SUPERSEDED SURVEY CONTROL
 FE1205
 FE1205  NGVD 29 (??/??/??)   78.249  (m)          256.72   (f) ADJUSTED    2 0
 FE1205
 FE1205.Superseded values are not recommended for survey control.
 FE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1205.See file dsdata.txt to determine how the superseded data were derived.
 FE1205
 FE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD270946(NAD 83)
 FE1205_MARKER: DB = BENCH MARK DISK
 FE1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1205_STAMPING: C 68 1935
 FE1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1205+STABILITY: SURFACE MOTION
 FE1205
 FE1205  HISTORY     - Date     Condition        Report By
 FE1205  HISTORY     - 1935     MONUMENTED       CGS
 FE1205  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1205
 FE1205                          STATION DESCRIPTION
 FE1205
 FE1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1205'AT MEMPHIS.
 FE1205'ON THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE CROSSING OF
 FE1205'MIGNON STREET, 28 FEET WEST OF THE WEST CURB OF THE STREET, AND
 FE1205'25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 FE1205'STAMPED C 68 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1205'4 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS PROBABLY AT THE
 FE1205'CROSSING OF WHAT IS NOW MC LEAN AVENUE.  MIGNON STREET IS SOUTH
 FE1205'OF THE TRACK TO THE EAST OF MC LEAN AND NORTH OF THE TRACK TO
 FE1205'THE WEST OF MC LEAN.  ASSUMING THAT IT WAS AT THE CROSSING OF
 FE1205'MC LEAN THE DESCRIBED LOCATION WOULD BE UNDER A SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0238 ***********************************************************************
 FD0238  DESIGNATION -  C 7
 FD0238  PID         -  FD0238
 FD0238  STATE/COUNTY-  TN/COFFEE
 FD0238  USGS QUAD   -  MANCHESTER (1972)
 FD0238
 FD0238                         *CURRENT SURVEY CONTROL
 FD0238  ___________________________________________________________________
 FD0238* NAD 83(1986)-  35 26 37.     (N)    086 06 00.     (W)     SCALED    
 FD0238* NAVD 88     -       330.154  (meters)    1083.18   (feet)  ADJUSTED  
 FD0238  ___________________________________________________________________
 FD0238  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0238  DYNAMIC HT  -         329.838 (meters)    1082.14  (feet)  COMP
 FD0238  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 FD0238
 FD0238  VERT ORDER  -  SECOND    CLASS 0
 FD0238
 FD0238.The horizontal coordinates were scaled from a topographic map and have
 FD0238.an estimated accuracy of +/- 6 seconds.
 FD0238
 FD0238.The orthometric height was determined by differential leveling
 FD0238.and adjusted by the National Geodetic Survey in June 1991..
 FD0238
 FD0238.The geoid height was determined by GEOID03.
 FD0238
 FD0238.The dynamic height is computed by dividing the NAVD 88
 FD0238.geopotential number by the normal gravity value computed on the
 FD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0238.degrees latitude (g = 980.6199 gals.).
 FD0238
 FD0238.The modeled gravity was interpolated from observed gravity values.
 FD0238
 FD0238;                    North         East    Units  Estimated Accuracy
 FD0238;SPC TN       -   123,190.      590,920.      MT  (+/- 180 meters Scaled)
 FD0238
 FD0238                          SUPERSEDED SURVEY CONTROL
 FD0238
 FD0238  NGVD 29 (??/??/92)  330.145  (m)         1083.15   (f) ADJ UNCH    2 0
 FD0238
 FD0238.Superseded values are not recommended for survey control.
 FD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0238.See file dsdata.txt to determine how the superseded data were derived.
 FD0238
 FD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE816226(NAD 83)
 FD0238_MARKER: DB = BENCH MARK DISK
 FD0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0238_STAMPING: 1083.466 C 7 1930
 FD0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0238+STABILITY: SURFACE MOTION
 FD0238
 FD0238  HISTORY     - Date     Condition        Report By
 FD0238  HISTORY     - 1930     MONUMENTED       CGS
 FD0238  HISTORY     - 1934     GOOD             NGS
 FD0238  HISTORY     - 1971     MARK NOT FOUND   TVA
 FD0238
 FD0238                          STATION DESCRIPTION
 FD0238
 FD0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0238'2.7 MI SW FROM MANCHESTER.
 FD0238'2.7 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0238'LOUIS RAILWAY FROM MANCHESTER, COFFEE COUNTY, 6-3/4 RAILS SOUTH
 FD0238'OF MILEPOST 9, 17 FEET WEST AND 5 FEET NORTH OF POLE 8/30, 33
 FD0238'FEET WEST OF THE WEST RAIL, AND 30 FEET EAST OF THE CENTERLINE
 FD0238'OF STATE HIGHWAY 55.  A STANDARD DISK, STAMPED 1083.466 C 7 1930
 FD0238'AND SET IN THE TOP OF A CONCRETE POST.
 FD0238
 FD0238                          STATION RECOVERY (1971)
 FD0238
 FD0238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FD0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0588 ***********************************************************************
 FE0588  DESIGNATION -  C 72
 FE0588  PID         -  FE0588
 FE0588  STATE/COUNTY-  TN/HARDEMAN
 FE0588  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0588
 FE0588                         *CURRENT SURVEY CONTROL
 FE0588  ___________________________________________________________________
 FE0588* NAD 83(1986)-  35 15 22.     (N)    088 59 41.     (W)     SCALED    
 FE0588* NAVD 88     -       135.495  (meters)     444.54   (feet)  ADJUSTED  
 FE0588  ___________________________________________________________________
 FE0588  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0588  DYNAMIC HT  -         135.370 (meters)     444.13  (feet)  COMP
 FE0588  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 FE0588
 FE0588  VERT ORDER  -  SECOND    CLASS 0
 FE0588
 FE0588.The horizontal coordinates were scaled from a topographic map and have
 FE0588.an estimated accuracy of +/- 6 seconds.
 FE0588
 FE0588.The orthometric height was determined by differential leveling
 FE0588.and adjusted by the National Geodetic Survey in June 1991..
 FE0588
 FE0588.The geoid height was determined by GEOID03.
 FE0588
 FE0588.The dynamic height is computed by dividing the NAVD 88
 FE0588.geopotential number by the normal gravity value computed on the
 FE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0588.degrees latitude (g = 980.6199 gals.).
 FE0588
 FE0588.The modeled gravity was interpolated from observed gravity values.
 FE0588
 FE0588;                    North         East    Units  Estimated Accuracy
 FE0588;SPC TN       -   106,550.      327,520.      MT  (+/- 180 meters Scaled)
 FE0588
 FE0588                          SUPERSEDED SURVEY CONTROL
 FE0588
 FE0588  NGVD 29 (??/??/??)  135.481  (m)          444.49   (f) ADJUSTED    2 0
 FE0588
 FE0588.Superseded values are not recommended for survey control.
 FE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0588.See file dsdata.txt to determine how the superseded data were derived.
 FE0588
 FE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE185032(NAD 83)
 FE0588_MARKER: DB = BENCH MARK DISK
 FE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0588_STAMPING: C 72 1935
 FE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0588+STABILITY: SURFACE MOTION
 FE0588
 FE0588  HISTORY     - Date     Condition        Report By
 FE0588  HISTORY     - 1935     MONUMENTED       CGS
 FE0588  HISTORY     - 20020918 POOR             USACE
 FE0588
 FE0588                          STATION DESCRIPTION
 FE0588
 FE0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0588'AT BOLIVAR.
 FE0588'AT BOLIVAR, HARDEMAN COUNTY, ON U.S. HIGHWAY 64, 0.1 MILE NORTH
 FE0588'OF THE ILLINOIS CENTRAL RAILROAD STATION, AND AT THE NORTHEAST
 FE0588'CORNER OF THE STANDARD OIL CO BULK PLANT.  A STANDARD DISK,
 FE0588'STAMPED C 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0588
 FE0588                          STATION RECOVERY (2002)
 FE0588
 FE0588'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0588'MARK DESTROYED. RR TRACKS ABANDONED, GRADE LEVELED, PIZZA HUT
 FE0588'RESTAURANT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1027 ***********************************************************************
 FE1027  DESIGNATION -  C 73
 FE1027  PID         -  FE1027
 FE1027  STATE/COUNTY-  TN/FAYETTE
 FE1027  USGS QUAD   -  SOMERVILLE (1981)
 FE1027
 FE1027                         *CURRENT SURVEY CONTROL
 FE1027  ___________________________________________________________________
 FE1027* NAD 83(1986)-  35 14 21.     (N)    089 20 59.     (W)     SCALED    
 FE1027* NAVD 88     -       120.839  (meters)     396.45   (feet)  ADJUSTED  
 FE1027  ___________________________________________________________________
 FE1027  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1027  DYNAMIC HT  -         120.729 (meters)     396.09  (feet)  COMP
 FE1027  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE1027
 FE1027  VERT ORDER  -  SECOND    CLASS 0
 FE1027
 FE1027.The horizontal coordinates were scaled from a topographic map and have
 FE1027.an estimated accuracy of +/- 6 seconds.
 FE1027
 FE1027.The orthometric height was determined by differential leveling
 FE1027.and adjusted by the National Geodetic Survey in June 1991..
 FE1027
 FE1027.The geoid height was determined by GEOID03.
 FE1027
 FE1027.The dynamic height is computed by dividing the NAVD 88
 FE1027.geopotential number by the normal gravity value computed on the
 FE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1027.degrees latitude (g = 980.6199 gals.).
 FE1027
 FE1027.The modeled gravity was interpolated from observed gravity values.
 FE1027
 FE1027;                    North         East    Units  Estimated Accuracy
 FE1027;SPC TN       -   105,720.      295,160.      MT  (+/- 180 meters Scaled)
 FE1027
 FE1027                          SUPERSEDED SURVEY CONTROL
 FE1027
 FE1027  NGVD 29 (??/??/??)  120.824  (m)          396.40   (f) ADJUSTED    2 0
 FE1027
 FE1027.Superseded values are not recommended for survey control.
 FE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1027.See file dsdata.txt to determine how the superseded data were derived.
 FE1027
 FE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE861020(NAD 83)
 FE1027_MARKER: DB = BENCH MARK DISK
 FE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1027_STAMPING: C 73 1935
 FE1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1027+STABILITY: SURFACE MOTION
 FE1027
 FE1027  HISTORY     - Date     Condition        Report By
 FE1027  HISTORY     - 1935     MONUMENTED       CGS
 FE1027  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1027
 FE1027                          STATION DESCRIPTION
 FE1027
 FE1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1027'AT SOMERVILLE.
 FE1027'AT SOMERVILLE, FAYETTE COUNTY, ON MAIN STREET, AT THE GRADE
 FE1027'SCHOOL, 8 FEET SOUTH OF THE WALK LEADING TO THE WEST DOOR, AND
 FE1027'8 FEET EAST OF THE CENTERLINE OF THE STREET SIDEWALK. A
 FE1027'STANDARD DISK, STAMPED C 73 1935 AND SET IN THE TOP OF A
 FE1027'CONCRETE POST.
 FE1027
 FE1027                          STATION RECOVERY (2002)
 FE1027
 FE1027'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1027'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1778 ***********************************************************************
 FE1778  DESIGNATION -  C 74
 FE1778  PID         -  FE1778
 FE1778  STATE/COUNTY-  TN/LAUDERDALE
 FE1778  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1778
 FE1778                         *CURRENT SURVEY CONTROL
 FE1778  ___________________________________________________________________
 FE1778* NAD 83(1986)-  35 46 07.     (N)    089 35 37.     (W)     SCALED    
 FE1778* NAVD 88     -       111.610  (meters)     366.17   (feet)  ADJUSTED  
 FE1778  ___________________________________________________________________
 FE1778  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1778  DYNAMIC HT  -         111.515 (meters)     365.86  (feet)  COMP
 FE1778  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 FE1778
 FE1778  VERT ORDER  -  FIRST     CLASS I
 FE1778
 FE1778.The horizontal coordinates were scaled from a topographic map and have
 FE1778.an estimated accuracy of +/- 6 seconds.
 FE1778
 FE1778.The orthometric height was determined by differential leveling
 FE1778.and adjusted by the National Geodetic Survey in June 1991..
 FE1778
 FE1778.The geoid height was determined by GEOID03.
 FE1778
 FE1778.The dynamic height is computed by dividing the NAVD 88
 FE1778.geopotential number by the normal gravity value computed on the
 FE1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1778.degrees latitude (g = 980.6199 gals.).
 FE1778
 FE1778.The modeled gravity was interpolated from observed gravity values.
 FE1778
 FE1778;                    North         East    Units  Estimated Accuracy
 FE1778;SPC TN       -   165,210.      275,130.      MT  (+/- 180 meters Scaled)
 FE1778
 FE1778                          SUPERSEDED SURVEY CONTROL
 FE1778
 FE1778  NGVD 29 (??/??/??)  111.570  (m)          366.04   (f) ADJUSTED    1 1
 FE1778
 FE1778.Superseded values are not recommended for survey control.
 FE1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1778.See file dsdata.txt to determine how the superseded data were derived.
 FE1778
 FE1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE655613(NAD 83)
 FE1778_MARKER: DB = BENCH MARK DISK
 FE1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1778_STAMPING: C 74 1935
 FE1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1778+STABILITY: SURFACE MOTION
 FE1778
 FE1778  HISTORY     - Date     Condition        Report By
 FE1778  HISTORY     - 1935     MONUMENTED       CGS
 FE1778  HISTORY     - 1974     GOOD             NGS
 FE1778  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1778
 FE1778                          STATION DESCRIPTION
 FE1778
 FE1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1778'0.2 MI NW FROM ARP.
 FE1778'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1778'ELEMENTARY SCHOOL AT ARP, 0.6 MILE EAST OF THE J.M. MORRIS STORE,
 FE1778'AT THE FIRST WHITE FRAME HOUSE WEST OF SCHOOL, 92 FEET
 FE1778'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 127.8
 FE1778'FEET EAST OF AND ACROSS HIGHWAY FROM A POWER POLE 46 WITH
 FE1778'TRANSFORMER, 44.7 FEET NORTHEAST OF THE CENTER LINE OFD THE HIGHWAY,
 FE1778'19 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET ABOVE
 FE1778'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 FE1778
 FE1778                          STATION RECOVERY (2002)
 FE1778
 FE1778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0484 ***********************************************************************
 FF0484  DESIGNATION -  C 75
 FF0484  PID         -  FF0484
 FF0484  STATE/COUNTY-  TN/SHELBY
 FF0484  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0484
 FF0484                         *CURRENT SURVEY CONTROL
 FF0484  ___________________________________________________________________
 FF0484* NAD 83(1986)-  35 08 06.     (N)    090 03 37.     (W)     SCALED    
 FF0484* NAVD 88     -        80.982  (meters)     265.69   (feet)  ADJUSTED  
 FF0484  ___________________________________________________________________
 FF0484  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0484  DYNAMIC HT  -          80.909 (meters)     265.45  (feet)  COMP
 FF0484  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FF0484
 FF0484  VERT ORDER  -  FIRST     CLASS I
 FF0484
 FF0484.The horizontal coordinates were scaled from a topographic map and have
 FF0484.an estimated accuracy of +/- 6 seconds.
 FF0484
 FF0484.The orthometric height was determined by differential leveling
 FF0484.and adjusted by the National Geodetic Survey in June 1991..
 FF0484.WARNING-Repeat measurements at this control monument indicate possible
 FF0484.vertical movement.
 FF0484
 FF0484.The geoid height was determined by GEOID03.
 FF0484
 FF0484.The dynamic height is computed by dividing the NAVD 88
 FF0484.geopotential number by the normal gravity value computed on the
 FF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0484.degrees latitude (g = 980.6199 gals.).
 FF0484
 FF0484.The modeled gravity was interpolated from observed gravity values.
 FF0484
 FF0484;                    North         East    Units  Estimated Accuracy
 FF0484;SPC TN       -    96,620.      230,050.      MT  (+/- 180 meters Scaled)
 FF0484
 FF0484                          SUPERSEDED SURVEY CONTROL
 FF0484
 FF0484  NGVD 29 (??/??/??)   80.940  (m)          265.55   (f) ADJUSTED    1 1
 FF0484
 FF0484.Superseded values are not recommended for survey control.
 FF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0484.See file dsdata.txt to determine how the superseded data were derived.
 FF0484
 FF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU678919(NAD 83)
 FF0484_MARKER: DB = BENCH MARK DISK
 FF0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0484_SP_SET: BRIDGE ABUTMENT
 FF0484_STAMPING: C 75 1956
 FF0484_MARK LOGO: CGS   
 FF0484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0484+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0484
 FF0484  HISTORY     - Date     Condition        Report By
 FF0484  HISTORY     - 1956     MONUMENTED       CGS
 FF0484  HISTORY     - 1974     GOOD             NGS
 FF0484  HISTORY     - 1976     GOOD             NGS
 FF0484  HISTORY     - 19950515 GOOD             TN1620
 FF0484  HISTORY     - 20001128 GOOD             USE
 FF0484
 FF0484                          STATION DESCRIPTION
 FF0484
 FF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0484'AT MEMPHIS.
 FF0484'AT MEMPHIS, 0.8 MILE SOUTHWEST ALONG SOUTH FRONT STREET FROM THE
 FF0484'COURTHOUSE-CUSTOM HOUSE-POST OFFICE, AT THE INTERSECTION WITH
 FF0484'NETTLETON AVENUE AND A RAILROAD OVERPASS, 1 BLOCK NORTHEAST OF
 FF0484'BUTLER AVENUE AND A CURVE IN SOUTH FRONT STREET, 31 FEET NORTHWEST
 FF0484'OF THE CENTER LINE OF SOUTH FRONT STREET, 22 FEET SOUTHWEST OF THE
 FF0484'CENTER LINE OF NETTLETON AVENUE, SET VERTICALLY IN THE NORTHEAST
 FF0484'FACE OF A CONCRETE RETAINING WALL OF THE NORTHWEST ABUTMENT OF
 FF0484'OVERPASS, 0.6 FOOT NORTHWEST OF THE EAST CORNER, 2 FEET ABOVE
 FF0484'SIDEWALK.
 FF0484
 FF0484                          STATION RECOVERY (1976)
 FF0484
 FF0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0484'RECOVERED IN GOOD CONDITION.
 FF0484
 FF0484                          STATION RECOVERY (1995)
 FF0484
 FF0484'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0484'RECOVERED IN GOOD CONDITION.
 FF0484
 FF0484                          STATION RECOVERY (2000)
 FF0484
 FF0484'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1199 ***********************************************************************
 FE1199  DESIGNATION -  C 76
 FE1199  PID         -  FE1199
 FE1199  STATE/COUNTY-  TN/SHELBY
 FE1199  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1199
 FE1199                         *CURRENT SURVEY CONTROL
 FE1199  ___________________________________________________________________
 FE1199* NAD 83(1986)-  35 10 23.     (N)    089 56 55.     (W)     SCALED    
 FE1199* NAVD 88     -        76.642  (meters)     251.45   (feet)  ADJUSTED  
 FE1199  ___________________________________________________________________
 FE1199  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1199  DYNAMIC HT  -          76.573 (meters)     251.22  (feet)  COMP
 FE1199  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE1199
 FE1199  VERT ORDER  -  SECOND    CLASS 0
 FE1199
 FE1199.The horizontal coordinates were scaled from a topographic map and have
 FE1199.an estimated accuracy of +/- 6 seconds.
 FE1199
 FE1199.The orthometric height was determined by differential leveling
 FE1199.and adjusted by the National Geodetic Survey in June 1991..
 FE1199
 FE1199.The geoid height was determined by GEOID03.
 FE1199
 FE1199.The dynamic height is computed by dividing the NAVD 88
 FE1199.geopotential number by the normal gravity value computed on the
 FE1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1199.degrees latitude (g = 980.6199 gals.).
 FE1199
 FE1199.The modeled gravity was interpolated from observed gravity values.
 FE1199
 FE1199;                    North         East    Units  Estimated Accuracy
 FE1199;SPC TN       -   100,420.      240,390.      MT  (+/- 180 meters Scaled)
 FE1199
 FE1199                          SUPERSEDED SURVEY CONTROL
 FE1199
 FE1199  NGVD 29 (??/??/??)   76.620  (m)          251.38   (f) ADJUSTED    2 0
 FE1199
 FE1199.Superseded values are not recommended for survey control.
 FE1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1199.See file dsdata.txt to determine how the superseded data were derived.
 FE1199
 FE1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD314962(NAD 83)
 FE1199_MARKER: DB = BENCH MARK DISK
 FE1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1199_STAMPING: C 76 1956
 FE1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1199+STABILITY: SURFACE MOTION
 FE1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1199+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1199
 FE1199  HISTORY     - Date     Condition        Report By
 FE1199  HISTORY     - 1956     MONUMENTED       CGS
 FE1199  HISTORY     - 19941120 GOOD             TN1620
 FE1199  HISTORY     - 20021015 GOOD             USACE
 FE1199
 FE1199                          STATION DESCRIPTION
 FE1199
 FE1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1199'AT MEMPHIS.
 FE1199'AT MEMPHIS, ALONG CHELSEA AVENUE, SET VERTICALLY IN THE NORTH
 FE1199'FACE OF CONCRETE FOUNDATION OF CHELSEA AVENUE SUBSTATION OF THE
 FE1199'MEMPHIS LIGHT, GAS AND WATER COMPANY LOCATED AT 3343 CHELSEA
 FE1199'AVENUE, 154 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK OF
 FE1199'THE LOUISVILLE AND NASHVILLE RAILROAD, 30 FEET SOUTH OF SOUTH CURB
 FE1199'OF CHELSEA AVENUE, 1 FOOT WEST OF NORTHEAST CORNER OF BUILDING AND
 FE1199'ABOUT 2 FEET ABOVE GROUND.
 FE1199
 FE1199                          STATION RECOVERY (1994)
 FE1199
 FE1199'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1199'RECOVERED IN GOOD CONDITION.
 FE1199
 FE1199                          STATION RECOVERY (2002)
 FE1199
 FE1199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1664 ***********************************************************************
 GB1664  DESIGNATION -  C 78
 GB1664  PID         -  GB1664
 GB1664  STATE/COUNTY-  TN/OVERTON
 GB1664  USGS QUAD   -  LIVINGSTON (1986)
 GB1664
 GB1664                         *CURRENT SURVEY CONTROL
 GB1664  ___________________________________________________________________
 GB1664* NAD 83(1986)-  36 23 18.     (N)    085 18 18.     (W)     SCALED    
 GB1664* NAVD 88     -       326.006  (meters)    1069.57   (feet)  POSTED    
 GB1664  ___________________________________________________________________
 GB1664  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB1664  DYNAMIC HT  -         325.710 (meters)    1068.60  (feet)  COMP
 GB1664  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1664
 GB1664  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1664
 GB1664.The horizontal coordinates were scaled from a topographic map and have
 GB1664.an estimated accuracy of +/- 6 seconds.
 GB1664
 GB1664.The orthometric height was determined by differential leveling
 GB1664.and adjusted by the National Geodetic Survey in 1992..
 GB1664.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1664.rate of 1.1 thru 2.0 mm/km.
 GB1664
 GB1664.The geoid height was determined by GEOID03.
 GB1664
 GB1664.The dynamic height is computed by dividing the NAVD 88
 GB1664.geopotential number by the normal gravity value computed on the
 GB1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1664.degrees latitude (g = 980.6199 gals.).
 GB1664
 GB1664.The modeled gravity was interpolated from observed gravity values.
 GB1664
 GB1664;                    North         East    Units  Estimated Accuracy
 GB1664;SPC TN       -   228,230.      662,350.      MT  (+/- 180 meters Scaled)
 GB1664
 GB1664                          SUPERSEDED SURVEY CONTROL
 GB1664
 GB1664  NGVD 29 (??/??/92)  326.089  (m)         1069.84   (f) ADJ UNCH    2 0
 GB1664
 GB1664.Superseded values are not recommended for survey control.
 GB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1664.See file dsdata.txt to determine how the superseded data were derived.
 GB1664
 GB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF520283(NAD 83)
 GB1664_MARKER: DB = BENCH MARK DISK
 GB1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1664_STAMPING: C 78 1935
 GB1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1664+STABILITY: SURFACE MOTION
 GB1664
 GB1664  HISTORY     - Date     Condition        Report By
 GB1664  HISTORY     - 1935     MONUMENTED       CGS
 GB1664
 GB1664                          STATION DESCRIPTION
 GB1664
 GB1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1664'1.1 MI N FROM LIVINGSTON.
 GB1664'1.1 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE COURTHOUSE AT
 GB1664'LIVINGSTON, OVERTON COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 GB1664'85, 125 YARDS EAST OF THE CITY-LIMIT SIGN, 50 FEET EAST OF THE H.
 GB1664'MC CORMICK SERVICE STATION, 22 FEET SOUTH OF THE CENTERLINE OF
 GB1664'STATE HIGHWAY 42, 2 FEET NORTH OF A FENCE, AND ABOUT 0.5 FOOT
 GB1664'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 78 1935 AND
 GB1664'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1002 ***********************************************************************
 FC1002  DESIGNATION -  C 8
 FC1002  PID         -  FC1002
 FC1002  STATE/COUNTY-  TN/WHITE
 FC1002  USGS QUAD   -  DE ROSSETT (1984)
 FC1002
 FC1002                         *CURRENT SURVEY CONTROL
 FC1002  ___________________________________________________________________
 FC1002* NAD 83(1986)-  35 57 03.     (N)    085 18 31.     (W)     SCALED    
 FC1002* NAVD 88     -       568.021  (meters)    1863.58   (feet)  ADJUSTED  
 FC1002  ___________________________________________________________________
 FC1002  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1002  DYNAMIC HT  -         567.487 (meters)    1861.83  (feet)  COMP
 FC1002  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FC1002
 FC1002  VERT ORDER  -  SECOND    CLASS 0
 FC1002
 FC1002.The horizontal coordinates were scaled from a topographic map and have
 FC1002.an estimated accuracy of +/- 6 seconds.
 FC1002
 FC1002.The orthometric height was determined by differential leveling
 FC1002.and adjusted by the National Geodetic Survey in June 1991..
 FC1002
 FC1002.The geoid height was determined by GEOID03.
 FC1002
 FC1002.The dynamic height is computed by dividing the NAVD 88
 FC1002.geopotential number by the normal gravity value computed on the
 FC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1002.degrees latitude (g = 980.6199 gals.).
 FC1002
 FC1002.The modeled gravity was interpolated from observed gravity values.
 FC1002
 FC1002;                    North         East    Units  Estimated Accuracy
 FC1002;SPC TN       -   179,680.      662,370.      MT  (+/- 180 meters Scaled)
 FC1002
 FC1002                          SUPERSEDED SURVEY CONTROL
 FC1002
 FC1002  NGVD 29 (??/??/92)  568.070  (m)         1863.74   (f) ADJ UNCH    2 0
 FC1002
 FC1002.Superseded values are not recommended for survey control.
 FC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1002.See file dsdata.txt to determine how the superseded data were derived.
 FC1002
 FC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE525798(NAD 83)
 FC1002_MARKER: DB = BENCH MARK DISK
 FC1002_SETTING: 66 = SET IN ROCK OUTCROP
 FC1002_SP_SET: BED ROCK
 FC1002_STAMPING: 1863.920 C 8 1931
 FC1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1002+STABILITY: POSITION/ELEVATION WELL
 FC1002
 FC1002  HISTORY     - Date     Condition        Report By
 FC1002  HISTORY     - 1931     MONUMENTED       CGS
 FC1002  HISTORY     - 1954     MARK NOT FOUND   NGS
 FC1002
 FC1002                          STATION DESCRIPTION
 FC1002
 FC1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FC1002'AT DE ROSSET.
 FC1002'AT DE ROSSET, WHITE COUNTY, ABOUT 1/4 MILE NORTH OF THE NASHVILLE,
 FC1002'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, ABOUT 5 RAILS NORTH OF
 FC1002'THE FROG AT THE EAST POINT OF THE WYE, 8 FEET NORTHEAST OF THE
 FC1002'NORTHEAST RAIL, AND IN BED ROCK, ABOUT LEVEL WITH THE TRACK.  A
 FC1002'STANDARD DISK, STAMPED 1863.920 C 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0178 ***********************************************************************
 GC0178  DESIGNATION -  C 80
 GC0178  PID         -  GC0178
 GC0178  STATE/COUNTY-  TN/SMITH
 GC0178  USGS QUAD   -  ALEXANDRIA (1983)
 GC0178
 GC0178                         *CURRENT SURVEY CONTROL
 GC0178  ___________________________________________________________________
 GC0178* NAD 83(1986)-  36 07 21.     (N)    086 00 31.     (W)     SCALED    
 GC0178* NAVD 88     -       186.215  (meters)     610.94   (feet)  ADJUSTED  
 GC0178  ___________________________________________________________________
 GC0178  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0178  DYNAMIC HT  -         186.054 (meters)     610.41  (feet)  COMP
 GC0178  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GC0178
 GC0178  VERT ORDER  -  SECOND    CLASS 0
 GC0178
 GC0178.The horizontal coordinates were scaled from a topographic map and have
 GC0178.an estimated accuracy of +/- 6 seconds.
 GC0178
 GC0178.The orthometric height was determined by differential leveling
 GC0178.and adjusted by the National Geodetic Survey in June 1991..
 GC0178
 GC0178.The geoid height was determined by GEOID03.
 GC0178
 GC0178.The dynamic height is computed by dividing the NAVD 88
 GC0178.geopotential number by the normal gravity value computed on the
 GC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0178.degrees latitude (g = 980.6199 gals.).
 GC0178
 GC0178.The modeled gravity was interpolated from observed gravity values.
 GC0178
 GC0178;                    North         East    Units  Estimated Accuracy
 GC0178;SPC TN       -   198,510.      599,230.      MT  (+/- 180 meters Scaled)
 GC0178
 GC0178                          SUPERSEDED SURVEY CONTROL
 GC0178
 GC0178  NGVD 29 (??/??/92)  186.275  (m)          611.14   (f) ADJ UNCH    2 0
 GC0178
 GC0178.Superseded values are not recommended for survey control.
 GC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0178.See file dsdata.txt to determine how the superseded data were derived.
 GC0178
 GC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE892979(NAD 83)
 GC0178_MARKER: DB = BENCH MARK DISK
 GC0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0178_STAMPING: C 80 1935
 GC0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0178+STABILITY: SURFACE MOTION
 GC0178
 GC0178  HISTORY     - Date     Condition        Report By
 GC0178  HISTORY     - 1935     MONUMENTED       CGS
 GC0178  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0178
 GC0178                          STATION DESCRIPTION
 GC0178
 GC0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0178'1.1 MI E FROM NORTH ALEXANDRIA.
 GC0178'1.1 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0178'STATION AT NORTH ALEXANDRIA, SMITH COUNTY, 62 YARDS WEST OF A
 GC0178'ROAD CROSSING, 24 FEET NORTH OF THE NORTH RAIL, 16 FEET SOUTH
 GC0178'OF THE CENTERLINE OF A GRAVEL ROAD, AND 1 FOOT HIGHER THAN THE
 GC0178'RAIL.  A STANDARD DISK, STAMPED C 80 1935 AND SET IN THE TOP OF
 GC0178'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1655 ***********************************************************************
 GB1655  DESIGNATION -  C 81
 GB1655  PID         -  GB1655
 GB1655  STATE/COUNTY-  TN/PUTNAM
 GB1655  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1655
 GB1655                         *CURRENT SURVEY CONTROL
 GB1655  ___________________________________________________________________
 GB1655* NAD 83(1986)-  36 11 52.     (N)    085 26 36.     (W)     SCALED    
 GB1655* NAVD 88     -       337.102  (meters)    1105.98   (feet)  ADJUSTED  
 GB1655  ___________________________________________________________________
 GB1655  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB1655  DYNAMIC HT  -         336.801 (meters)    1104.99  (feet)  COMP
 GB1655  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GB1655
 GB1655  VERT ORDER  -  SECOND    CLASS 0
 GB1655
 GB1655.The horizontal coordinates were scaled from a topographic map and have
 GB1655.an estimated accuracy of +/- 6 seconds.
 GB1655
 GB1655.The orthometric height was determined by differential leveling
 GB1655.and adjusted by the National Geodetic Survey in June 1991..
 GB1655
 GB1655.The geoid height was determined by GEOID03.
 GB1655
 GB1655.The dynamic height is computed by dividing the NAVD 88
 GB1655.geopotential number by the normal gravity value computed on the
 GB1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1655.degrees latitude (g = 980.6199 gals.).
 GB1655
 GB1655.The modeled gravity was interpolated from observed gravity values.
 GB1655
 GB1655;                    North         East    Units  Estimated Accuracy
 GB1655;SPC TN       -   207,000.      650,060.      MT  (+/- 180 meters Scaled)
 GB1655
 GB1655                          SUPERSEDED SURVEY CONTROL
 GB1655
 GB1655  NGVD 29 (??/??/92)  337.189  (m)         1106.26   (f) ADJ UNCH    2 0
 GB1655
 GB1655.Superseded values are not recommended for survey control.
 GB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1655.See file dsdata.txt to determine how the superseded data were derived.
 GB1655
 GB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF399070(NAD 83)
 GB1655_MARKER: DB = BENCH MARK DISK
 GB1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1655_STAMPING: C 81 1935
 GB1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1655+STABILITY: SURFACE MOTION
 GB1655
 GB1655  HISTORY     - Date     Condition        Report By
 GB1655  HISTORY     - 1935     MONUMENTED       CGS
 GB1655  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1655
 GB1655                          STATION DESCRIPTION
 GB1655
 GB1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1655'0.4 MI N FROM ALGOOD.
 GB1655'0.4 MILE NORTH ALONG STATE HIGHWAY 42 FROM THE TENNESSEE CENTRAL
 GB1655'RAILWAY STATION AT ALGOOD, PUTNAM COUNTY, 250 YARDS EAST OF THE
 GB1655'NORTHEAST CORNER OF THE PUBLIC SCHOOL, IN THE NORTHEAST CORNER OF
 GB1655'THE LAWN, 16 FEET SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO
 GB1655'THE BUILDING, 31 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1655'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1655'C 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1655
 GB1655                          STATION RECOVERY (2006)
 GB1655
 GB1655'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1990 ***********************************************************************
 GB1990  DESIGNATION -  C 82
 GB1990  PID         -  GB1990
 GB1990  STATE/COUNTY-  TN/CLAY
 GB1990  USGS QUAD   -  CELINA (1981)
 GB1990
 GB1990                         *CURRENT SURVEY CONTROL
 GB1990  ___________________________________________________________________
 GB1990* NAD 83(1986)-  36 34 09.     (N)    085 31 50.     (W)     SCALED    
 GB1990* NAVD 88     -       166.971  (meters)     547.80   (feet)  ADJUSTED  
 GB1990  ___________________________________________________________________
 GB1990  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1990  DYNAMIC HT  -         166.830 (meters)     547.34  (feet)  COMP
 GB1990  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 GB1990
 GB1990  VERT ORDER  -  SECOND    CLASS 0
 GB1990
 GB1990.The horizontal coordinates were scaled from a topographic map and have
 GB1990.an estimated accuracy of +/- 6 seconds.
 GB1990
 GB1990.The orthometric height was determined by differential leveling
 GB1990.and adjusted by the National Geodetic Survey in June 1991..
 GB1990.WARNING-Repeat measurements at this control monument indicate possible
 GB1990.vertical movement.
 GB1990
 GB1990.The geoid height was determined by GEOID03.
 GB1990
 GB1990.The dynamic height is computed by dividing the NAVD 88
 GB1990.geopotential number by the normal gravity value computed on the
 GB1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1990.degrees latitude (g = 980.6199 gals.).
 GB1990
 GB1990.The modeled gravity was interpolated from observed gravity values.
 GB1990
 GB1990;                    North         East    Units  Estimated Accuracy
 GB1990;SPC TN       -   248,170.      642,020.      MT  (+/- 180 meters Scaled)
 GB1990
 GB1990                          SUPERSEDED SURVEY CONTROL
 GB1990
 GB1990  NGVD 29 (??/??/92)  167.088  (m)          548.19   (f) ADJ UNCH    2 0
 GB1990
 GB1990.Superseded values are not recommended for survey control.
 GB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1990.See file dsdata.txt to determine how the superseded data were derived.
 GB1990
 GB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF314480(NAD 83)
 GB1990_MARKER: DB = BENCH MARK DISK
 GB1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1990_STAMPING: C 82 1935
 GB1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1990+STABILITY: SURFACE MOTION
 GB1990
 GB1990  HISTORY     - Date     Condition        Report By
 GB1990  HISTORY     - 1935     MONUMENTED       CGS
 GB1990  HISTORY     - 1951     GOOD             NGS
 GB1990
 GB1990                          STATION DESCRIPTION
 GB1990
 GB1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1990'1.9 MI NW FROM CELINA.
 GB1990'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1990'HOUSE AT CELINA, ABOUT 0.45 MILE WEST OF THE JUNCTION OF A GRAVEL
 GB1990'ROAD EAST, ABOUT 0.6 MILE NORTHWEST OF A BRIDGE OVER PROCTOR
 GB1990'CREEK, 18 FEET SOUTH OF CENTER LINE OF HIGHWAY, 30 FEET EAST
 GB1990'OF EAST END OF SOUTH HEAD WALL OF AN 8-FOOT CONCRETE CULVERT,
 GB1990'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GB1990'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GB1990'INCHES.  NOTE-- MARK IS SLIGHTLY LOOSE AND LEANS SLIGHTLY TO THE
 GB1990'NORTH.  APPEARS TO HAVE BEEN HIT BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0227 ***********************************************************************
 GC0227  DESIGNATION -  C 83
 GC0227  PID         -  GC0227
 GC0227  STATE/COUNTY-  TN/TROUSDALE
 GC0227  USGS QUAD   -  HILLSDALE (1994)
 GC0227
 GC0227                         *CURRENT SURVEY CONTROL
 GC0227  ___________________________________________________________________
 GC0227* NAD 83(1986)-  36 25 08.     (N)    086 05 49.     (W)     SCALED    
 GC0227* NAVD 88     -       150.922  (meters)     495.15   (feet)  ADJUSTED  
 GC0227  ___________________________________________________________________
 GC0227  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC0227  DYNAMIC HT  -         150.797 (meters)     494.74  (feet)  COMP
 GC0227  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GC0227
 GC0227  VERT ORDER  -  SECOND    CLASS 0
 GC0227
 GC0227.The horizontal coordinates were scaled from a topographic map and have
 GC0227.an estimated accuracy of +/- 6 seconds.
 GC0227
 GC0227.The orthometric height was determined by differential leveling
 GC0227.and adjusted by the National Geodetic Survey in June 1991..
 GC0227
 GC0227.The geoid height was determined by GEOID03.
 GC0227
 GC0227.The dynamic height is computed by dividing the NAVD 88
 GC0227.geopotential number by the normal gravity value computed on the
 GC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0227.degrees latitude (g = 980.6199 gals.).
 GC0227
 GC0227.The modeled gravity was interpolated from observed gravity values.
 GC0227
 GC0227;                    North         East    Units  Estimated Accuracy
 GC0227;SPC TN       -   231,400.      591,310.      MT  (+/- 180 meters Scaled)
 GC0227
 GC0227                          SUPERSEDED SURVEY CONTROL
 GC0227
 GC0227  NGVD 29 (??/??/92)  151.002  (m)          495.41   (f) ADJ UNCH    2 0
 GC0227
 GC0227.Superseded values are not recommended for survey control.
 GC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0227.See file dsdata.txt to determine how the superseded data were derived.
 GC0227
 GC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF809307(NAD 83)
 GC0227_MARKER: DB = BENCH MARK DISK
 GC0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0227_STAMPING: C 83 1935
 GC0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0227+STABILITY: SURFACE MOTION
 GC0227
 GC0227  HISTORY     - Date     Condition        Report By
 GC0227  HISTORY     - 1935     MONUMENTED       CGS
 GC0227  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0227
 GC0227                          STATION DESCRIPTION
 GC0227
 GC0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0227'3 MI W FROM HILLSDALE.
 GC0227'IN TROUSDALE COUNTY, 3.0 MILES WEST ALONG STATE HIGHWAY 10 FROM
 GC0227'HILLSDALE, MACON COUNTY, IN THE SOUTHWEST CORNER OF THE BEECH
 GC0227'GROVE SCHOOL YARD, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC0227'A SHED, 27 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GC0227'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 83 1935 AND
 GC0227'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A SECTION OF A
 GC0227'CONCRETE POST SIMILAR TO THAT USED BY THE COAST AND GEODETIC
 GC0227'SURVEY WAS FOUND NEAR THE DESCRIBED LOCATION.  THIS COULD HAVE
 GC0227'BEEN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1788 ***********************************************************************
 GB1788  DESIGNATION -  C 84
 GB1788  PID         -  GB1788
 GB1788  STATE/COUNTY-  TN/PUTNAM
 GB1788  USGS QUAD   -  BAXTER (1981)
 GB1788
 GB1788                         *CURRENT SURVEY CONTROL
 GB1788  ___________________________________________________________________
 GB1788* NAD 83(1986)-  36 07 58.     (N)    085 39 48.     (W)     SCALED    
 GB1788* NAVD 88     -       323.120  (meters)    1060.10   (feet)  ADJUSTED  
 GB1788  ___________________________________________________________________
 GB1788  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1788  DYNAMIC HT  -         322.830 (meters)    1059.15  (feet)  COMP
 GB1788  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1788
 GB1788  VERT ORDER  -  SECOND    CLASS 0
 GB1788
 GB1788.The horizontal coordinates were scaled from a topographic map and have
 GB1788.an estimated accuracy of +/- 6 seconds.
 GB1788
 GB1788.The orthometric height was determined by differential leveling
 GB1788.and adjusted by the National Geodetic Survey in June 1991..
 GB1788
 GB1788.The geoid height was determined by GEOID03.
 GB1788
 GB1788.The dynamic height is computed by dividing the NAVD 88
 GB1788.geopotential number by the normal gravity value computed on the
 GB1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1788.degrees latitude (g = 980.6199 gals.).
 GB1788
 GB1788.The modeled gravity was interpolated from observed gravity values.
 GB1788
 GB1788;                    North         East    Units  Estimated Accuracy
 GB1788;SPC TN       -   199,700.      630,300.      MT  (+/- 180 meters Scaled)
 GB1788
 GB1788                          SUPERSEDED SURVEY CONTROL
 GB1788
 GB1788  NGVD 29 (??/??/92)  323.181  (m)         1060.30   (f) ADJ UNCH    2 0
 GB1788
 GB1788.Superseded values are not recommended for survey control.
 GB1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1788.See file dsdata.txt to determine how the superseded data were derived.
 GB1788
 GB1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE202995(NAD 83)
 GB1788_MARKER: DB = BENCH MARK DISK
 GB1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1788_STAMPING: C 84 1935
 GB1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1788+STABILITY: SURFACE MOTION
 GB1788
 GB1788  HISTORY     - Date     Condition        Report By
 GB1788  HISTORY     - 1935     MONUMENTED       CGS
 GB1788  HISTORY     - 1960     GOOD             NGS
 GB1788
 GB1788                          STATION DESCRIPTION
 GB1788
 GB1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1788'3 MI SW FROM BAXTER.
 GB1788'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1788'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1788'0.5 MILE SOUTH ON A GRAVELED ROAD, THEN 1.4 MILES WEST ON INTERSTATE
 GB1788'HIGHWAY 40, THEN 0.2 MILE NORTHWEST ON A GRAVELED ROAD TO A
 GB1788'RAILROAD CROSSING.  THE BENCH MARK IS ABOUT 225 YARDS NORTH OF
 GB1788'A FARM HOUSE, 39 FT. SOUTHEAST OF THE INTERSECTION OF THE SOUTH
 GB1788'RAIL AND THE CENTER OF THE GRAVELED ROAD, AND 22 FT. SOUTH
 GB1788'OF THE SOUTH RAIL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1788'PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0162 ***********************************************************************
 GC0162  DESIGNATION -  C 85
 GC0162  PID         -  GC0162
 GC0162  STATE/COUNTY-  TN/WILSON
 GC0162  USGS QUAD   -  LEBANON (1983)
 GC0162
 GC0162                         *CURRENT SURVEY CONTROL
 GC0162  ___________________________________________________________________
 GC0162* NAD 83(1986)-  36 13 05.     (N)    086 19 34.     (W)     SCALED    
 GC0162* NAVD 88     -       168.347  (meters)     552.32   (feet)  ADJUSTED  
 GC0162  ___________________________________________________________________
 GC0162  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0162  DYNAMIC HT  -         168.208 (meters)     551.86  (feet)  COMP
 GC0162  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 GC0162
 GC0162  VERT ORDER  -  SECOND    CLASS 0
 GC0162
 GC0162.The horizontal coordinates were scaled from a topographic map and have
 GC0162.an estimated accuracy of +/- 6 seconds.
 GC0162
 GC0162.The orthometric height was determined by differential leveling
 GC0162.and adjusted by the National Geodetic Survey in June 1991..
 GC0162
 GC0162.The geoid height was determined by GEOID03.
 GC0162
 GC0162.The dynamic height is computed by dividing the NAVD 88
 GC0162.geopotential number by the normal gravity value computed on the
 GC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0162.degrees latitude (g = 980.6199 gals.).
 GC0162
 GC0162.The modeled gravity was interpolated from observed gravity values.
 GC0162
 GC0162;                    North         East    Units  Estimated Accuracy
 GC0162;SPC TN       -   209,160.      570,680.      MT  (+/- 180 meters Scaled)
 GC0162
 GC0162                          SUPERSEDED SURVEY CONTROL
 GC0162
 GC0162  NGVD 29 (??/??/92)  168.408  (m)          552.52   (f) ADJ UNCH    2 0
 GC0162
 GC0162.Superseded values are not recommended for survey control.
 GC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0162.See file dsdata.txt to determine how the superseded data were derived.
 GC0162
 GC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF605083(NAD 83)
 GC0162_MARKER: DB = BENCH MARK DISK
 GC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0162_STAMPING: C 85 1935
 GC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0162+STABILITY: SURFACE MOTION
 GC0162
 GC0162  HISTORY     - Date     Condition        Report By
 GC0162  HISTORY     - 1935     MONUMENTED       CGS
 GC0162
 GC0162                          STATION DESCRIPTION
 GC0162
 GC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0162'2.2 MI NW FROM LEBANON.
 GC0162'2.2 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC0162'THE STATION AT LEBANON, WILSON COUNTY, 0.2 MILE WEST OF MILEPOST
 GC0162'30, 19 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 47 FEET
 GC0162'NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A WIRE FENCE, AND
 GC0162'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 85 1935 AND
 GC0162'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0020 ***********************************************************************
 GC0020  DESIGNATION -  C 86
 GC0020  PID         -  GC0020
 GC0020  STATE/COUNTY-  TN/SUMNER
 GC0020  USGS QUAD   -  TURNERS STATION (1979)
 GC0020
 GC0020                         *CURRENT SURVEY CONTROL
 GC0020  ___________________________________________________________________
 GC0020* NAD 83(1986)-  36 30 56.     (N)    086 15 56.     (W)     SCALED    
 GC0020* NAVD 88     -       186.441  (meters)     611.68   (feet)  ADJUSTED  
 GC0020  ___________________________________________________________________
 GC0020  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0020  DYNAMIC HT  -         186.291 (meters)     611.19  (feet)  COMP
 GC0020  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GC0020
 GC0020  VERT ORDER  -  SECOND    CLASS 0
 GC0020
 GC0020.The horizontal coordinates were scaled from a topographic map and have
 GC0020.an estimated accuracy of +/- 6 seconds.
 GC0020
 GC0020.The orthometric height was determined by differential leveling
 GC0020.and adjusted by the National Geodetic Survey in June 1991..
 GC0020.WARNING-Repeat measurements at this control monument indicate possible
 GC0020.vertical movement.
 GC0020
 GC0020.The geoid height was determined by GEOID03.
 GC0020
 GC0020.The dynamic height is computed by dividing the NAVD 88
 GC0020.geopotential number by the normal gravity value computed on the
 GC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0020.degrees latitude (g = 980.6199 gals.).
 GC0020
 GC0020.The modeled gravity was interpolated from observed gravity values.
 GC0020
 GC0020;                    North         East    Units  Estimated Accuracy
 GC0020;SPC TN       -   242,160.      576,210.      MT  (+/- 180 meters Scaled)
 GC0020
 GC0020                          SUPERSEDED SURVEY CONTROL
 GC0020
 GC0020  NGVD 29 (??/??/92)  186.523  (m)          611.95   (f) ADJ UNCH    2 0
 GC0020
 GC0020.Superseded values are not recommended for survey control.
 GC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0020.See file dsdata.txt to determine how the superseded data were derived.
 GC0020
 GC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657413(NAD 83)
 GC0020_MARKER: DB = BENCH MARK DISK
 GC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0020_STAMPING: C 86 1935
 GC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0020+STABILITY: SURFACE MOTION
 GC0020
 GC0020  HISTORY     - Date     Condition        Report By
 GC0020  HISTORY     - 1935     MONUMENTED       CGS
 GC0020  HISTORY     - 1961     GOOD             NGS
 GC0020  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0020
 GC0020                          STATION DESCRIPTION
 GC0020
 GC0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0020'0.7 MI N FROM BRANSFORD.
 GC0020'0.7 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0020'THE STATION AT BRANSFORD, SUMNER COUNTY, 50 YARDS SOUTH OF THE DELMAR
 GC0020'CARR GROCERY STORE, 27 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GC0020'31E, 13 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE RAIL.  A
 GC0020'STANDARD DISK, STAMPED C 86 1935 AND SET IN THE TOP OF A CONCRETE
 GC0020'POST.  NOTE-- UPON RELEVELING, IT APPEARS THAT THIS MARK HAS BEEN
 GC0020'DISTURBED BUT THE MARK ITSELF APPEARS TO BE IN GOOD CONDITION,
 GC0020'ALSO THE R.R. STATION AT BRANSFORD HAS BEEN TORN DOWN.
 GC0020
 GC0020                          STATION RECOVERY (1961)
 GC0020
 GC0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0020'RECOVERED IN GOOD CONDITION.
 GC0020
 GC0020                          STATION RECOVERY (2002)
 GC0020
 GC0020'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0020'RAILROAD HAS BEEN DISMANTLED, STORE HAS BEEN DEMOLISHED, AND HIGHWAY
 GC0020'HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0429 ***********************************************************************
 GC0429  DESIGNATION -  C 87
 GC0429  PID         -  GC0429
 GC0429  STATE/COUNTY-  TN/DAVIDSON
 GC0429  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0429
 GC0429                         *CURRENT SURVEY CONTROL
 GC0429  ___________________________________________________________________
 GC0429* NAD 83(1986)-  36 16 28.     (N)    086 42 38.     (W)     SCALED    
 GC0429* NAVD 88     -       153.599  (meters)     503.93   (feet)  ADJUSTED  
 GC0429  ___________________________________________________________________
 GC0429  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0429  DYNAMIC HT  -         153.468 (meters)     503.50  (feet)  COMP
 GC0429  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0429
 GC0429  VERT ORDER  -  SECOND    CLASS 0
 GC0429
 GC0429.The horizontal coordinates were scaled from a topographic map and have
 GC0429.an estimated accuracy of +/- 6 seconds.
 GC0429
 GC0429.The orthometric height was determined by differential leveling
 GC0429.and adjusted by the National Geodetic Survey in June 1991..
 GC0429
 GC0429.The geoid height was determined by GEOID03.
 GC0429
 GC0429.The dynamic height is computed by dividing the NAVD 88
 GC0429.geopotential number by the normal gravity value computed on the
 GC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0429.degrees latitude (g = 980.6199 gals.).
 GC0429
 GC0429.The modeled gravity was interpolated from observed gravity values.
 GC0429
 GC0429;                    North         East    Units  Estimated Accuracy
 GC0429;SPC TN       -   215,600.      536,160.      MT  (+/- 180 meters Scaled)
 GC0429
 GC0429                          SUPERSEDED SURVEY CONTROL
 GC0429
 GC0429  NGVD 29 (??/??/92)  153.645  (m)          504.08   (f) ADJ UNCH    2 0
 GC0429
 GC0429.Superseded values are not recommended for survey control.
 GC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0429.See file dsdata.txt to determine how the superseded data were derived.
 GC0429
 GC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF259144(NAD 83)
 GC0429_MARKER: DB = BENCH MARK DISK
 GC0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0429_STAMPING: C 87 1935
 GC0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0429+STABILITY: SURFACE MOTION
 GC0429
 GC0429  HISTORY     - Date     Condition        Report By
 GC0429  HISTORY     - 1935     MONUMENTED       CGS
 GC0429  HISTORY     - 1950     MARK NOT FOUND   NGS
 GC0429
 GC0429                          STATION DESCRIPTION
 GC0429
 GC0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0429'AT AMQUZ.
 GC0429'AT AMQUI, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0429'RAILROAD, 89 FEET NORTH OF THE NORTH END OF THE STATION,
 GC0429'45.5 FEET WEST OF THE WEST RAIL OF THE TRACKS EAST OF THE
 GC0429'STATION, 18.8 FEET EAST OF THE EAST RAIL OF THE TRACKS WEST
 GC0429'OF THE STATION, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GC0429'STAMPED C 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0070 ***********************************************************************
 GC0070  DESIGNATION -  C 88
 GC0070  PID         -  GC0070
 GC0070  STATE/COUNTY-  TN/SUMNER
 GC0070  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC0070
 GC0070                         *CURRENT SURVEY CONTROL
 GC0070  ___________________________________________________________________
 GC0070* NAD 83(1986)-  36 33 02.     (N)    086 29 48.     (W)     SCALED    
 GC0070* NAVD 88     -       245.887  (meters)     806.71   (feet)  ADJUSTED  
 GC0070  ___________________________________________________________________
 GC0070  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0070  DYNAMIC HT  -         245.684 (meters)     806.05  (feet)  COMP
 GC0070  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GC0070
 GC0070  VERT ORDER  -  SECOND    CLASS 0
 GC0070
 GC0070.The horizontal coordinates were scaled from a topographic map and have
 GC0070.an estimated accuracy of +/- 6 seconds.
 GC0070
 GC0070.The orthometric height was determined by differential leveling
 GC0070.and adjusted by the National Geodetic Survey in June 1991..
 GC0070
 GC0070.The geoid height was determined by GEOID03.
 GC0070
 GC0070.The dynamic height is computed by dividing the NAVD 88
 GC0070.geopotential number by the normal gravity value computed on the
 GC0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0070.degrees latitude (g = 980.6199 gals.).
 GC0070
 GC0070.The modeled gravity was interpolated from observed gravity values.
 GC0070
 GC0070;                    North         East    Units  Estimated Accuracy
 GC0070;SPC TN       -   246,120.      555,530.      MT  (+/- 180 meters Scaled)
 GC0070
 GC0070                          SUPERSEDED SURVEY CONTROL
 GC0070
 GC0070  NGVD 29 (??/??/92)  245.974  (m)          807.00   (f) ADJ UNCH    2 0
 GC0070
 GC0070.Superseded values are not recommended for survey control.
 GC0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0070.See file dsdata.txt to determine how the superseded data were derived.
 GC0070
 GC0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF450451(NAD 83)
 GC0070_MARKER: DB = BENCH MARK DISK
 GC0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0070_STAMPING: C 88 1935
 GC0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0070+STABILITY: SURFACE MOTION
 GC0070
 GC0070  HISTORY     - Date     Condition        Report By
 GC0070  HISTORY     - 1935     MONUMENTED       CGS
 GC0070  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 GC0070
 GC0070                          STATION DESCRIPTION
 GC0070
 GC0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0070'AT FOUNTAIN HEAD.
 GC0070'AT FOUNTAIN HEAD, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0070'RAILROAD, 39 FEET EAST OF THE EAST CORNER OF THE CONCRETE PORCH
 GC0070'ON THE FRONT OF THE A. FREELAND STORE, 28 FEET SOUTHWEST OF THE
 GC0070'SOUTHWEST RAIL, 2 FEET NORTHEAST OF A WIRE FENCE, AND LEVEL WITH
 GC0070'THE TRACK.  A STANDARD DISK, STAMPED C 88 1935 AND SET IN THE TOP
 GC0070'OF A CONCRETE POST.
 GC0070
 GC0070                          STATION RECOVERY (2002)
 GC0070
 GC0070'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0070'LARGE PILES OF ASPHALT IN IMMEDIATE AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1619 ***********************************************************************
 FE1619  DESIGNATION -  C 89
 FE1619  PID         -  FE1619
 FE1619  STATE/COUNTY-  TN/LAUDERDALE
 FE1619  USGS QUAD   -  FORT PILLOW (1972)
 FE1619
 FE1619                         *CURRENT SURVEY CONTROL
 FE1619  ___________________________________________________________________
 FE1619* NAD 83(1986)-  35 40 44.     (N)    089 42 26.     (W)     SCALED    
 FE1619* NAVD 88     -        90.310  (meters)     296.29   (feet)  ADJUSTED  
 FE1619  ___________________________________________________________________
 FE1619  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1619  DYNAMIC HT  -          90.234 (meters)     296.04  (feet)  COMP
 FE1619  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 FE1619
 FE1619  VERT ORDER  -  FIRST     CLASS II
 FE1619
 FE1619.The horizontal coordinates were scaled from a topographic map and have
 FE1619.an estimated accuracy of +/- 6 seconds.
 FE1619
 FE1619.The orthometric height was determined by differential leveling
 FE1619.and adjusted by the National Geodetic Survey in June 1991..
 FE1619
 FE1619.The geoid height was determined by GEOID03.
 FE1619
 FE1619.The dynamic height is computed by dividing the NAVD 88
 FE1619.geopotential number by the normal gravity value computed on the
 FE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1619.degrees latitude (g = 980.6199 gals.).
 FE1619
 FE1619.The modeled gravity was interpolated from observed gravity values.
 FE1619
 FE1619;                    North         East    Units  Estimated Accuracy
 FE1619;SPC TN       -   155,640.      264,490.      MT  (+/- 180 meters Scaled)
 FE1619
 FE1619                          SUPERSEDED SURVEY CONTROL
 FE1619
 FE1619  NGVD 29 (??/??/??)   90.273  (m)          296.17   (f) ADJUSTED    1 2
 FE1619
 FE1619.Superseded values are not recommended for survey control.
 FE1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1619.See file dsdata.txt to determine how the superseded data were derived.
 FE1619
 FE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE549517(NAD 83)
 FE1619_MARKER: DB = BENCH MARK DISK
 FE1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1619_STAMPING: C 89 1957
 FE1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1619+STABILITY: SURFACE MOTION
 FE1619
 FE1619  HISTORY     - Date     Condition        Report By
 FE1619  HISTORY     - 1957     MONUMENTED       CGS
 FE1619  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1619
 FE1619                          STATION DESCRIPTION
 FE1619
 FE1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1619'0.2 MI NW FROM CHERRY.
 FE1619'0.15 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1619'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 48 1/2
 FE1619'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET NORTH OF
 FE1619'THE CENTER LINE OF A DRIVEWAY LEADING WEST TO A FRAME HOUSE, 93
 FE1619'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 FE1619'HOUSE, 67 1/2 FEET EAST OF A WELL PUMP, 17 FEET EAST-NORTHEAST
 FE1619'OF A 12-INCH FORKED LOUCST TREE, 15 FEET WEST OF A FENCE CORNER,
 FE1619'17 FEET NORTHEAST OF A 12-INCH CHINABERRY TREE, 1 FOOT SOUTH OF
 FE1619'A FENCE LINE, 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FE1619'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 FE1619'GROUND.  NOTE-- ABOUT 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY 87
 FE1619'FROM THE ROAD JUNCTION AT THREE POINT.
 FE1619
 FE1619                          STATION RECOVERY (1971)
 FE1619
 FE1619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1107 ***********************************************************************
 FC1107  DESIGNATION -  C 89
 FC1107  PID         -  FC1107
 FC1107  STATE/COUNTY-  TN/HAMILTON
 FC1107  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1107
 FC1107                         *CURRENT SURVEY CONTROL
 FC1107  ___________________________________________________________________
 FC1107* NAD 83(1986)-  35 06 24.     (N)    085 14 01.     (W)     SCALED    
 FC1107* NAVD 88     -       212.755  (meters)     698.01   (feet)  ADJUSTED  
 FC1107  ___________________________________________________________________
 FC1107  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1107  DYNAMIC HT  -         212.544 (meters)     697.32  (feet)  COMP
 FC1107  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FC1107
 FC1107  VERT ORDER  -  FIRST     CLASS II
 FC1107
 FC1107.The horizontal coordinates were scaled from a topographic map and have
 FC1107.an estimated accuracy of +/- 6 seconds.
 FC1107
 FC1107.The orthometric height was determined by differential leveling
 FC1107.and adjusted by the National Geodetic Survey in June 1991..
 FC1107
 FC1107.The geoid height was determined by GEOID03.
 FC1107
 FC1107.The dynamic height is computed by dividing the NAVD 88
 FC1107.geopotential number by the normal gravity value computed on the
 FC1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1107.degrees latitude (g = 980.6199 gals.).
 FC1107
 FC1107.The modeled gravity was interpolated from observed gravity values.
 FC1107
 FC1107;                    North         East    Units  Estimated Accuracy
 FC1107;SPC TN       -    86,080.      669,870.      MT  (+/- 180 meters Scaled)
 FC1107
 FC1107                          SUPERSEDED SURVEY CONTROL
 FC1107
 FC1107  NGVD 29 (??/??/92)  212.796  (m)          698.15   (f) ADJ UNCH    1 2
 FC1107
 FC1107.Superseded values are not recommended for survey control.
 FC1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1107.See file dsdata.txt to determine how the superseded data were derived.
 FC1107
 FC1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609862(NAD 83)
 FC1107_MARKER: DD = SURVEY DISK
 FC1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1107_SP_SET: BRIDGE
 FC1107_STAMPING: C 89
 FC1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1107+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 FC1107
 FC1107  HISTORY     - Date     Condition        Report By
 FC1107  HISTORY     - UNK      MONUMENTED       DOD
 FC1107  HISTORY     - 1950     GOOD             NGS
 FC1107  HISTORY     - 19980117 GOOD             USPSQD
 FC1107  HISTORY     - 20060129 GOOD             USPSQD
 FC1107
 FC1107                          STATION DESCRIPTION
 FC1107
 FC1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1107'2.6 MI S FROM HIXON.
 FC1107'ABOUT 2.55 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1107'AT HIXON, ABOUT 2.55 MILES NORTHEAST OF THE STATION AT BOYCE,
 FC1107'SET IN THE TOP OF THE NORTH ABUTMENT OF THE RAILWAY BRIDGE OVER
 FC1107'THE TENNESSEE RIVER, 24 FEET EAST OF THE WEST END OF THE NORTH
 FC1107'ABUTMENT, 4 FEET WEST OF THE WEST RAIL AND ABOUT 1/2 FOOT BELOW
 FC1107'THE TRACK.
 FC1107
 FC1107                          STATION RECOVERY (1998)
 FC1107
 FC1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1107'RECOVERED IN GOOD CONDITION.
 FC1107
 FC1107                          STATION RECOVERY (2006)
 FC1107
 FC1107'RECOVERY NOTE BY US POWER SQUADRON 2006 (DG)
 FC1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0487 ***********************************************************************
 FD0487  DESIGNATION -  C 9
 FD0487  PID         -  FD0487
 FD0487  STATE/COUNTY-  TN/WILLIAMSON
 FD0487  USGS QUAD   -  FRANKLIN (1981)
 FD0487
 FD0487                         *CURRENT SURVEY CONTROL
 FD0487  ___________________________________________________________________
 FD0487* NAD 83(1986)-  35 55 30.     (N)    086 52 07.     (W)     SCALED    
 FD0487* NAVD 88     -       197.688  (meters)     648.58   (feet)  ADJUSTED  
 FD0487  ___________________________________________________________________
 FD0487  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0487  DYNAMIC HT  -         197.514 (meters)     648.01  (feet)  COMP
 FD0487  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0487
 FD0487  VERT ORDER  -  FIRST     CLASS II
 FD0487
 FD0487.The horizontal coordinates were scaled from a topographic map and have
 FD0487.an estimated accuracy of +/- 6 seconds.
 FD0487
 FD0487.The orthometric height was determined by differential leveling
 FD0487.and adjusted by the National Geodetic Survey in June 1991..
 FD0487.WARNING-Repeat measurements at this control monument indicate possible
 FD0487.vertical movement.
 FD0487
 FD0487.The geoid height was determined by GEOID03.
 FD0487
 FD0487.The dynamic height is computed by dividing the NAVD 88
 FD0487.geopotential number by the normal gravity value computed on the
 FD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0487.degrees latitude (g = 980.6199 gals.).
 FD0487
 FD0487.The modeled gravity was interpolated from observed gravity values.
 FD0487
 FD0487;                    North         East    Units  Estimated Accuracy
 FD0487;SPC TN       -   176,940.      521,610.      MT  (+/- 180 meters Scaled)
 FD0487
 FD0487                          SUPERSEDED SURVEY CONTROL
 FD0487
 FD0487  NGVD 29 (??/??/92)  197.673  (m)          648.53   (f) ADJ UNCH    1 2
 FD0487
 FD0487.Superseded values are not recommended for survey control.
 FD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0487.See file dsdata.txt to determine how the superseded data were derived.
 FD0487
 FD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE118756(NAD 83)
 FD0487_MARKER: DD = SURVEY DISK
 FD0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0487_SP_SET: MONUMENT
 FD0487_STAMPING: 648.821 C 9 1931
 FD0487_MARK LOGO: CGS   
 FD0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0487+STABILITY: SURFACE MOTION
 FD0487
 FD0487  HISTORY     - Date     Condition        Report By
 FD0487  HISTORY     - 1931     MONUMENTED       CGS
 FD0487  HISTORY     - 1953     GOOD             NGS
 FD0487  HISTORY     - 1963     GOOD             NGS
 FD0487  HISTORY     - 1984     GOOD             NGS
 FD0487
 FD0487                          STATION DESCRIPTION
 FD0487
 FD0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0487'AT FRANKLIN.
 FD0487'AT FRANKLIN, WILLIAMSON COUNTY, AT THE PUBLIC SQUARE, ON THE
 FD0487'NORTHWEST SIDE OF THE MONUMENT, AND IN THE SECOND COURSE OF
 FD0487'MASONRY.  A STANDARD DISK, STAMPED 648.821 C 9 1931.  NOTE-- THE
 FD0487'DISK IS SET IN THE SLOPING FACE OF THE MONUMENT, THENCE CARE
 FD0487'SHOULD BE TAKEN TO USE THE HORIZONTAL LINE IN THE CENTER OF THE
 FD0487'DISK AS THE BENCH MARK.
 FD0487
 FD0487                          STATION RECOVERY (1963)
 FD0487
 FD0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0487'RECOVERED IN GOOD CONDITION.
 FD0487
 FD0487                          STATION RECOVERY (1984)
 FD0487
 FD0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0487'RECOVERED IN GOOD CONDITION.
 FD0487'THE MARK IS 0.91 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1753 ***********************************************************************
 FF1753  DESIGNATION -  C 90 RESET
 FF1753  PID         -  FF1753
 FF1753  STATE/COUNTY-  TN/SHELBY
 FF1753  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1753
 FF1753                         *CURRENT SURVEY CONTROL
 FF1753  ___________________________________________________________________
 FF1753* NAD 83(1986)-  35 09 04.     (N)    090 03 03.     (W)     SCALED    
 FF1753* NAVD 88     -        80.60   (+/-2cm)     264.4    (feet)  VERTCON   
 FF1753  ___________________________________________________________________
 FF1753  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1753
 FF1753  VERT ORDER  -  THIRD (See Below)
 FF1753
 FF1753.The horizontal coordinates were scaled from a topographic map and have
 FF1753.an estimated accuracy of +/- 6 seconds.
 FF1753
 FF1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1753.The vertical order pertains to the NGVD 29 superseded value.
 FF1753
 FF1753.The geoid height was determined by GEOID03.
 FF1753
 FF1753;                    North         East    Units  Estimated Accuracy
 FF1753;SPC TN       -    98,370.      230,990.      MT  (+/- 180 meters Scaled)
 FF1753
 FF1753                          SUPERSEDED SURVEY CONTROL
 FF1753
 FF1753  NGVD 29 (??/??/??)   80.56   (m)          264.3    (f) RESET       3  
 FF1753
 FF1753.Superseded values are not recommended for survey control.
 FF1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1753.See file dsdata.txt to determine how the superseded data were derived.
 FF1753
 FF1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU686937(NAD 83)
 FF1753_MARKER: DB = BENCH MARK DISK
 FF1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1753_SP_SET: WALL
 FF1753_STAMPING: C 90 RESET 1972
 FF1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1753
 FF1753  HISTORY     - Date     Condition        Report By
 FF1753  HISTORY     - 1972     MONUMENTED       NGS
 FF1753  HISTORY     - 19950610 GOOD             TN1620
 FF1753
 FF1753                          STATION DESCRIPTION
 FF1753
 FF1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FF1753'AT MEMPHIS.
 FF1753'THE MARK IS LOCATED ON THE PROPERTY OF THE MEMPHIS NORTH MAIN
 FF1753'STREET AND EXCHANGE AVENUE FEDERAL RESERVE BANK, IN THE SOUTHEAST
 FF1753'ANGLE OF THE INTERSECTION OF NORTH MAIN STREET AND EXCHANGE AVENUE,
 FF1753'AND ACROSS NORTH MAIN STREET FROM THE MEMPHIS SHELBY CONVENTION
 FF1753'CENTER.  THE MARK IS 87 FEET EAST OF THE CURB ALONG THE EAST SIDE
 FF1753'OF THE NORTH MAIN STREET, 68 FEET EAST OF A FIRE HYDRANT, 20.5 FEET
 FF1753'WEST OF THE CENTER OF A LARGE METAL MANHOLE COVER, 18 FEET NORTHEAST
 FF1753'OF THE NORTHWEST CORNER OF THE SLATE SCREEN WALL OF THE BANK
 FF1753'BUILDING, 15 FEET SOUTH OF THE CURB ALONG THE SOUTH SIDE OF EXCHANGE
 FF1753'AVENUE, 5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND IN A
 FF1753'PLANTED AREA.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FF1753'NORTHEAST CORNER OF THE CONCRETE WALL OF A 9 FOOT BY 11 FOOT CONCRETE
 FF1753'WELL FOR A LARGE GAS METER, AND THE DISK IS STAMPED C 90 RESET 1972.
 FF1753
 FF1753                          STATION RECOVERY (1995)
 FF1753
 FF1753'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0281 ***********************************************************************
 FF0281  DESIGNATION -  C 91
 FF0281  PID         -  FF0281
 FF0281  STATE/COUNTY-  TN/SHELBY
 FF0281  USGS QUAD   -  LOCKE (1970)
 FF0281
 FF0281                         *CURRENT SURVEY CONTROL
 FF0281  ___________________________________________________________________
 FF0281* NAD 83(1986)-  35 20 47.     (N)    090 03 23.     (W)     SCALED    
 FF0281* NAVD 88     -        70.899  (meters)     232.61   (feet)  ADJUSTED  
 FF0281  ___________________________________________________________________
 FF0281  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0281  DYNAMIC HT  -          70.836 (meters)     232.40  (feet)  COMP
 FF0281  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FF0281
 FF0281  VERT ORDER  -  FIRST     CLASS II
 FF0281
 FF0281.The horizontal coordinates were scaled from a topographic map and have
 FF0281.an estimated accuracy of +/- 6 seconds.
 FF0281
 FF0281.The orthometric height was determined by differential leveling
 FF0281.and adjusted by the National Geodetic Survey in June 1991..
 FF0281
 FF0281.The geoid height was determined by GEOID03.
 FF0281
 FF0281.The dynamic height is computed by dividing the NAVD 88
 FF0281.geopotential number by the normal gravity value computed on the
 FF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0281.degrees latitude (g = 980.6199 gals.).
 FF0281
 FF0281.The modeled gravity was interpolated from observed gravity values.
 FF0281
 FF0281;                    North         East    Units  Estimated Accuracy
 FF0281;SPC TN       -   120,040.      231,380.      MT  (+/- 180 meters Scaled)
 FF0281
 FF0281                          SUPERSEDED SURVEY CONTROL
 FF0281
 FF0281  NGVD 29 (??/??/??)   70.864  (m)          232.49   (f) ADJUSTED    1 2
 FF0281
 FF0281.Superseded values are not recommended for survey control.
 FF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0281.See file dsdata.txt to determine how the superseded data were derived.
 FF0281
 FF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV675154(NAD 83)
 FF0281_MARKER: DB = BENCH MARK DISK
 FF0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0281_STAMPING: C 91 1957
 FF0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0281+STABILITY: SURFACE MOTION
 FF0281
 FF0281  HISTORY     - Date     Condition        Report By
 FF0281  HISTORY     - 1957     MONUMENTED       CGS
 FF0281
 FF0281                          STATION DESCRIPTION
 FF0281
 FF0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0281'3.4 MI NW FROM LOCKE.
 FF0281'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0281'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0281'ROAD, THENCE 0.9 MILE NORTH ALONG A DIRT FARM ROAD, 24 FEET
 FF0281'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTH OF A
 FF0281'CLEARED AREA AND A HAY FIELD ON THE WEST SIDE OF THE ROAD, 42
 FF0281'FEET SOUTH OF A BLAZED (EAST ONE) 24 INCH COTTONWOOD TREE, (EAST
 FF0281'ONE OF TWO), 12 FEET SOUTHEAST OF TWO 6-INCH LOCUST TREE, 2
 FF0281'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 FF0281'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0281'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1109 ***********************************************************************
 FC1109  DESIGNATION -  C 92
 FC1109  PID         -  FC1109
 FC1109  STATE/COUNTY-  TN/HAMILTON
 FC1109  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1109
 FC1109                         *CURRENT SURVEY CONTROL
 FC1109  ___________________________________________________________________
 FC1109* NAD 83(1986)-  35 06 06.     (N)    085 13 59.     (W)     SCALED    
 FC1109* NAVD 88     -       204.634  (meters)     671.37   (feet)  ADJUSTED  
 FC1109  ___________________________________________________________________
 FC1109  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1109  DYNAMIC HT  -         204.431 (meters)     670.70  (feet)  COMP
 FC1109  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 FC1109
 FC1109  VERT ORDER  -  FIRST     CLASS II
 FC1109
 FC1109.The horizontal coordinates were scaled from a topographic map and have
 FC1109.an estimated accuracy of +/- 6 seconds.
 FC1109
 FC1109.The orthometric height was determined by differential leveling
 FC1109.and adjusted by the National Geodetic Survey in June 1991..
 FC1109
 FC1109.The geoid height was determined by GEOID03.
 FC1109
 FC1109.The dynamic height is computed by dividing the NAVD 88
 FC1109.geopotential number by the normal gravity value computed on the
 FC1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1109.degrees latitude (g = 980.6199 gals.).
 FC1109
 FC1109.The modeled gravity was interpolated from observed gravity values.
 FC1109
 FC1109;                    North         East    Units  Estimated Accuracy
 FC1109;SPC TN       -    85,520.      669,930.      MT  (+/- 180 meters Scaled)
 FC1109
 FC1109                          SUPERSEDED SURVEY CONTROL
 FC1109
 FC1109  NGVD 29 (??/??/92)  204.676  (m)          671.51   (f) ADJ UNCH    1 2
 FC1109
 FC1109.Superseded values are not recommended for survey control.
 FC1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1109.See file dsdata.txt to determine how the superseded data were derived.
 FC1109
 FC1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD610857(NAD 83)
 FC1109_MARKER: DD = SURVEY DISK
 FC1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1109_STAMPING: C 92
 FC1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1109+STABILITY: SURFACE MOTION
 FC1109
 FC1109  HISTORY     - Date     Condition        Report By
 FC1109  HISTORY     - UNK      MONUMENTED       DOD
 FC1109  HISTORY     - 1950     GOOD             NGS
 FC1109  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1109
 FC1109                          STATION DESCRIPTION
 FC1109
 FC1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1109'2.2 MI NE FROM BOYCE.
 FC1109'ABOUT 2.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1109'THE STATION AT BOYCE, ON THE SOUTH BANK OF THE TENNESSEE RIVER,
 FC1109'124 1/2 FEET WEST OF THE WEST END OF THE WEST WING WALL OF THE SOUTH
 FC1109'ABUTMENT OF THE RAILROAD BRIDGE OVER THE RIVER, 8 FEET SOUTHEAST
 FC1109'OF THE CENTER LINE OF A DIM FARM ROAD, 5 FEET NORTH OF A FENCE
 FC1109'CORNER AND T.V.A. PROPERTY CORNER MARKER NO. CR-14 18-1, 1 FOOT
 FC1109'SOUTH OF A T.V.A. STEEL WITNESS POST, ABOUT 26 FEET BELOW THE
 FC1109'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FC1109
 FC1109                          STATION RECOVERY (2000)
 FC1109
 FC1109'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1571 ***********************************************************************
 FE1571  DESIGNATION -  C 92
 FE1571  PID         -  FE1571
 FE1571  STATE/COUNTY-  TN/LAUDERDALE
 FE1571  USGS QUAD   -  OPEN LAKE (1983)
 FE1571
 FE1571                         *CURRENT SURVEY CONTROL
 FE1571  ___________________________________________________________________
 FE1571* NAD 83(1986)-  35 48 40.     (N)    089 38 41.     (W)     SCALED    
 FE1571* NAVD 88     -        76.433  (meters)     250.76   (feet)  ADJUSTED  
 FE1571  ___________________________________________________________________
 FE1571  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1571  DYNAMIC HT  -          76.368 (meters)     250.55  (feet)  COMP
 FE1571  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 FE1571
 FE1571  VERT ORDER  -  FIRST     CLASS II
 FE1571
 FE1571.The horizontal coordinates were scaled from a topographic map and have
 FE1571.an estimated accuracy of +/- 6 seconds.
 FE1571
 FE1571.The orthometric height was determined by differential leveling
 FE1571.and adjusted by the National Geodetic Survey in June 1991..
 FE1571
 FE1571.The geoid height was determined by GEOID03.
 FE1571
 FE1571.The dynamic height is computed by dividing the NAVD 88
 FE1571.geopotential number by the normal gravity value computed on the
 FE1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1571.degrees latitude (g = 980.6199 gals.).
 FE1571
 FE1571.The modeled gravity was interpolated from observed gravity values.
 FE1571
 FE1571;                    North         East    Units  Estimated Accuracy
 FE1571;SPC TN       -   170,090.      270,690.      MT  (+/- 180 meters Scaled)
 FE1571
 FE1571                          SUPERSEDED SURVEY CONTROL
 FE1571
 FE1571  NGVD 29 (??/??/??)   76.389  (m)          250.62   (f) ADJUSTED    1 2
 FE1571
 FE1571.Superseded values are not recommended for survey control.
 FE1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1571.See file dsdata.txt to determine how the superseded data were derived.
 FE1571
 FE1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE610662(NAD 83)
 FE1571_MARKER: DB = BENCH MARK DISK
 FE1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1571_STAMPING: C 92 1957
 FE1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1571+STABILITY: SURFACE MOTION
 FE1571
 FE1571  HISTORY     - Date     Condition        Report By
 FE1571  HISTORY     - 1957     MONUMENTED       CGS
 FE1571  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1571
 FE1571                          STATION DESCRIPTION
 FE1571
 FE1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1571'5.6 MI NW FROM ARP.
 FE1571'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1571'ELEMENTARY SCHOOL AT ARP, THENCE 4.15 MILES NORTHWEST ALONG THE
 FE1571'GRAVEL ROAD LEADING TO BARR, 40 FEET SOUTH OF THE CENTER LINE OF
 FE1571'THE ROAD, 156 FEET SOUTHEAST AND ACROSS THE ROAD FROM A BLAZED
 FE1571'24-INCH COTTONWOOD TREE, ABOUT 217 FEET EAST-SOUTHEAST OF THE
 FE1571'CENTER OF A CURVE IN THE ROAD, 15 FEET WEST OF THE CENTER LINE
 FE1571'OF A DIM WOODS ROAD LEADING SOUTH, 10 FEET NORTH OF THE NORTH
 FE1571'EDGE OF A HEAVILY WOODED AREA AND IN A CLEAR AREA, 2 FEET WEST
 FE1571'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FE1571'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1571'GROUND.
 FE1571
 FE1571                          STATION RECOVERY (2002)
 FE1571
 FE1571'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1368 ***********************************************************************
 FE1368  DESIGNATION -  C 93
 FE1368  PID         -  FE1368
 FE1368  STATE/COUNTY-  TN/TIPTON
 FE1368  USGS QUAD   -  MUNFORD (1983)
 FE1368
 FE1368                         *CURRENT SURVEY CONTROL
 FE1368  ___________________________________________________________________
 FE1368* NAD 83(1986)-  35 24 04.     (N)    089 50 27.     (W)     SCALED    
 FE1368* NAVD 88     -       114.078  (meters)     374.27   (feet)  ADJUSTED  
 FE1368  ___________________________________________________________________
 FE1368  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1368  DYNAMIC HT  -         113.978 (meters)     373.94  (feet)  COMP
 FE1368  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FE1368
 FE1368  VERT ORDER  -  SECOND    CLASS 0
 FE1368
 FE1368.The horizontal coordinates were scaled from a topographic map and have
 FE1368.an estimated accuracy of +/- 6 seconds.
 FE1368
 FE1368.The orthometric height was determined by differential leveling
 FE1368.and adjusted by the National Geodetic Survey in June 1991..
 FE1368
 FE1368.The geoid height was determined by GEOID03.
 FE1368
 FE1368.The dynamic height is computed by dividing the NAVD 88
 FE1368.geopotential number by the normal gravity value computed on the
 FE1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1368.degrees latitude (g = 980.6199 gals.).
 FE1368
 FE1368.The modeled gravity was interpolated from observed gravity values.
 FE1368
 FE1368;                    North         East    Units  Estimated Accuracy
 FE1368;SPC TN       -   125,320.      251,200.      MT  (+/- 180 meters Scaled)
 FE1368
 FE1368                          SUPERSEDED SURVEY CONTROL
 FE1368
 FE1368  NGVD 29 (??/??/??)  114.052  (m)          374.19   (f) ADJUSTED    2 0
 FE1368
 FE1368.Superseded values are not recommended for survey control.
 FE1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1368.See file dsdata.txt to determine how the superseded data were derived.
 FE1368
 FE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE420212(NAD 83)
 FE1368_MARKER: P = PIPE CAP
 FE1368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1368_STAMPING: C 93 1957
 FE1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1368
 FE1368  HISTORY     - Date     Condition        Report By
 FE1368  HISTORY     - 1957     MONUMENTED       CGS
 FE1368
 FE1368                          STATION DESCRIPTION
 FE1368
 FE1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1368'4.6 MI SW FROM ATOKA.
 FE1368'ABOUT 4.55 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1368'FROM THE STATION AT ATOKA, ABOUT 0.3 MILE NORTHEAST OF A WOODEN
 FE1368'OVERPASS OVER THE TRACKS, ABOUT 0.25 MILE NORTHEAST OF MILEPOST
 FE1368'NO. 369, 66 FEET NORTHWEST OF THE NORTHWEST RAIL, 95 FEET
 FE1368'NORTH-NORTHEAST OF THE NORTHWEST END OF A 30-INCH PIPE CULVERT
 FE1368'UNDER THE TRACK, 23 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 3/4
 FE1368'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET ABOVE
 FE1368'THE LEVEL OF THE TRACK, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON
 FE1368'PIPE PROJECTING 6 INCHES.  NOTE-- ABOUT 5.35 MILES NORTHEAST OF
 FE1368'THE ILLINOIS CENTRAL RAILROAD STATION AT MILLINGTON, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1733 ***********************************************************************
 FE1733  DESIGNATION -  C 94
 FE1733  PID         -  FE1733
 FE1733  STATE/COUNTY-  TN/TIPTON
 FE1733  USGS QUAD   -  COVINGTON (1983)
 FE1733
 FE1733                         *CURRENT SURVEY CONTROL
 FE1733  ___________________________________________________________________
 FE1733* NAD 83(1986)-  35 33 52.     (N)    089 38 25.     (W)     SCALED    
 FE1733* NAVD 88     -        89.353  (meters)     293.15   (feet)  ADJUSTED  
 FE1733  ___________________________________________________________________
 FE1733  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1733  DYNAMIC HT  -          89.278 (meters)     292.91  (feet)  COMP
 FE1733  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1733  OBS GRAVITY -     979,787.5   (mgal)                       GRAV_OBS
 FE1733
 FE1733  VERT ORDER  -  FIRST     CLASS I
 FE1733
 FE1733.The horizontal coordinates were scaled from a topographic map and have
 FE1733.an estimated accuracy of +/- 6 seconds.
 FE1733
 FE1733.The orthometric height was determined by differential leveling
 FE1733.and adjusted by the National Geodetic Survey in June 1991..
 FE1733
 FE1733.The geoid height was determined by GEOID03.
 FE1733
 FE1733.The dynamic height is computed by dividing the NAVD 88
 FE1733.geopotential number by the normal gravity value computed on the
 FE1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1733.degrees latitude (g = 980.6199 gals.).
 FE1733
 FE1733.The modeled gravity was interpolated from observed gravity values.
 FE1733.The observed gravity was obtained from relative gravimeter ties
 FE1733.to the IGSN71 gravity network.
 FE1733
 FE1733;                    North         East    Units  Estimated Accuracy
 FE1733;SPC TN       -   142,730.      270,070.      MT  (+/- 180 meters Scaled)
 FE1733
 FE1733                          SUPERSEDED SURVEY CONTROL
 FE1733
 FE1733  NGVD 29 (??/??/??)   89.323  (m)          293.05   (f) ADJUSTED    1 1
 FE1733
 FE1733.Superseded values are not recommended for survey control.
 FE1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1733.See file dsdata.txt to determine how the superseded data were derived.
 FE1733
 FE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE607388(NAD 83)
 FE1733_MARKER: DB = BENCH MARK DISK
 FE1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1733_STAMPING: C 94 1957
 FE1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1733+STABILITY: SURFACE MOTION
 FE1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1733+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1733
 FE1733  HISTORY     - Date     Condition        Report By
 FE1733  HISTORY     - 1957     MONUMENTED       CGS
 FE1733  HISTORY     - 1974     GOOD             NGS
 FE1733  HISTORY     - 20020529 GOOD             USACE
 FE1733
 FE1733                          STATION DESCRIPTION
 FE1733
 FE1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1733'AT COVINGTON.
 FE1733'AT COVINGTON, NEAR THE INTERSECTION OF EAST LIBERTY STREET AND
 FE1733'UNION STREET, ON TOP OF THE SOUTH CORNER OF THE CONCRETE
 FE1733'FOUNDATION SUPPORTING THE SOUTHWEST LEG OF THE LARGE WATER TANK,
 FE1733'69.0 FEET NORTH OF THE CENTER LINE OF EAST LIBERTY STREET, 19.0
 FE1733'FEET EAST OF THE CENTER LINE OF UNION STREET, 7.0 FEET NORTH OF
 FE1733'A FIRE HYDRANT AND ABOUT 2 FEET ABOVE THE LEVEL OF UNION STREET.
 FE1733
 FE1733                          STATION RECOVERY (2002)
 FE1733
 FE1733'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1733'MONUMENT STABILITY
 FE1733'DATA SHEET STABILITY INDICATES C SHOULD BE B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1108 ***********************************************************************
 FC1108  DESIGNATION -  C 94
 FC1108  PID         -  FC1108
 FC1108  STATE/COUNTY-  TN/HAMILTON
 FC1108  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1108
 FC1108                         *CURRENT SURVEY CONTROL
 FC1108  ___________________________________________________________________
 FC1108* NAD 83(1986)-  35 06 06.     (N)    085 13 59.     (W)     SCALED    
 FC1108* NAVD 88     -       212.734  (meters)     697.94   (feet)  ADJUSTED  
 FC1108  ___________________________________________________________________
 FC1108  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1108  DYNAMIC HT  -         212.523 (meters)     697.25  (feet)  COMP
 FC1108  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 FC1108
 FC1108  VERT ORDER  -  FIRST     CLASS II
 FC1108
 FC1108.The horizontal coordinates were scaled from a topographic map and have
 FC1108.an estimated accuracy of +/- 6 seconds.
 FC1108
 FC1108.The orthometric height was determined by differential leveling
 FC1108.and adjusted by the National Geodetic Survey in June 1991..
 FC1108
 FC1108.The geoid height was determined by GEOID03.
 FC1108
 FC1108.The dynamic height is computed by dividing the NAVD 88
 FC1108.geopotential number by the normal gravity value computed on the
 FC1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1108.degrees latitude (g = 980.6199 gals.).
 FC1108
 FC1108.The modeled gravity was interpolated from observed gravity values.
 FC1108
 FC1108;                    North         East    Units  Estimated Accuracy
 FC1108;SPC TN       -    85,520.      669,930.      MT  (+/- 180 meters Scaled)
 FC1108
 FC1108                          SUPERSEDED SURVEY CONTROL
 FC1108
 FC1108  NGVD 29 (??/??/92)  212.775  (m)          698.08   (f) ADJ UNCH    1 2
 FC1108
 FC1108.Superseded values are not recommended for survey control.
 FC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1108.See file dsdata.txt to determine how the superseded data were derived.
 FC1108
 FC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD610857(NAD 83)
 FC1108_MARKER: DD = SURVEY DISK
 FC1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1108_SP_SET: BRIDGE
 FC1108_STAMPING: C 94
 FC1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1108
 FC1108  HISTORY     - Date     Condition        Report By
 FC1108  HISTORY     - UNK      MONUMENTED       DOD
 FC1108  HISTORY     - 1950     GOOD             NGS
 FC1108  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1108
 FC1108                          STATION DESCRIPTION
 FC1108
 FC1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1108'2.2 MI NE FROM BOYCE.
 FC1108'ABOUT 2.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1108'STATION AT BOYCE, SET IN THE TOP OF THE SOUTH ABUTMENT OF THE
 FC1108'RAILROAD BRIDGE OVER THE TENNESSEE RIVER, 23.8 FEET EAST OF THE
 FC1108'WEST END OF THE SOUTH ABUTMENT, 3.8 FEET WEST OF THE WEST RAIL
 FC1108'AND ABOUT 1 FOOT BELOW THE TRACK.
 FC1108
 FC1108                          STATION RECOVERY (2000)
 FC1108
 FC1108'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5299 ***********************************************************************
 DG5299  DESIGNATION -  C 94X
 DG5299  PID         -  DG5299
 DG5299  STATE/COUNTY-  TN/TIPTON
 DG5299  USGS QUAD   -  COVINGTON (1983)
 DG5299
 DG5299                         *CURRENT SURVEY CONTROL
 DG5299  ___________________________________________________________________
 DG5299* NAD 83(1995)-  35 33 52.90290(N)    089 38 27.02589(W)     ADJUSTED  
 DG5299* NAVD 88     -        89.47   (meters)     293.5    (feet)  LEVELING  
 DG5299  ___________________________________________________________________
 DG5299  X           -      32,560.275 (meters)                     COMP
 DG5299  Y           -  -5,194,188.197 (meters)                     COMP
 DG5299  Z           -   3,689,045.496 (meters)                     COMP
 DG5299  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DG5299  ELLIP HEIGHT-          62.21  (meters)          (04/05/04) GPS OBS
 DG5299  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DG5299
 DG5299  HORZ ORDER  -  FIRST
 DG5299  VERT ORDER  -  THIRD ?
 DG5299  ELLP ORDER  -  FOURTH    CLASS I
 DG5299
 DG5299.The horizontal coordinates were established by GPS observations
 DG5299.and adjusted by the National Geodetic Survey in April 2004..
 DG5299
 DG5299.The orthometric height was determined by differential leveling.
 DG5299.The vertical network tie was performed by a horz. field party for horz.
 DG5299.obs reductions. Reset procedures were used to establish the elevation.
 DG5299
 DG5299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5299
 DG5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5299
 DG5299.The ellipsoidal height was determined by GPS observations
 DG5299.and is referenced to NAD 83.
 DG5299
 DG5299.The geoid height was determined by GEOID03.
 DG5299
 DG5299;                    North         East     Units Scale Factor Converg.
 DG5299;SPC TN       -   142,757.105   270,023.364   MT  0.99995939   -2 07 53.4
 DG5299;SPC TN       -   468,362.27    885,901.65   sFT  0.99995939   -2 07 53.4
 DG5299;UTM  16      - 3,938,877.980   260,658.543   MT  1.00030597   -1 32 12.1
 DG5299
 DG5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5299!SPC TN       -   0.99999024  x   0.99995939  =   0.99994963
 DG5299!UTM  16      -   0.99999024  x   1.00030597  =   1.00029620
 DG5299
 DG5299                          SUPERSEDED SURVEY CONTROL
 DG5299
 DG5299.No superseded survey control is available for this station.
 DG5299
 DG5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6065938878(NAD 83)
 DG5299_MARKER: F = FLANGE-ENCASED ROD
 DG5299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5299+WITH SETTING: INFORMATION.
 DG5299_STAMPING: C94X 2002
 DG5299_MARK LOGO: USACE 
 DG5299_PROJECTION: RECESSED 10 CENTIMETERS
 DG5299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5299+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DG5299_ROD/PIPE-DEPTH: 2.1  meters
 DG5299
 DG5299  HISTORY     - Date     Condition        Report By
 DG5299  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5299  HISTORY     - 20030707 GOOD             EMCINC
 DG5299
 DG5299                          STATION DESCRIPTION
 DG5299
 DG5299'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5299'THE MARK IS LOCATED IN COVINGTON, TN NEAR THE CORNER OF E. LIBERTY ST.
 DG5299'AND UNION ST.
 DG5299' 
 DG5299'TO REACH THE MARK FROM THE INTERSECTION OF S.R 384 AND S.R. 54,
 DG5299'PROCEED WEST ON S.R. 54 (E. LIBERTY ST.) FOR 0.93 KM (0.15MI) TO THE
 DG5299'MARK ON THE RIGHT IN A VACANT LOT.
 DG5299' 
 DG5299'THE MARK IS 24.0 M (78.7 FT.) NORTH OF THE CENTERLINE OF S.R. 54, 19.3
 DG5299'M (63.6 FT.) WEST OF THE CENTERLINE OF UNION ST., 24.4 M (80.1 FT.)
 DG5299'WEST OF THE SOUTHWEST CONCRETE FOOTING OF A WATER TOWER AND BENCHMARK
 DG5299'C94 (1957), AND 10.0 M (32.8 FT.) EAST OF A CARSONITE WITNESS POST SET
 DG5299'IN A CHAINLINK FENCE.
 DG5299' 
 DG5299'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5299'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5299' 
 DG5299'THE MARK IS STAMPED ... C94X 2002
 DG5299' 
 DG5299'
 DG5299
 DG5299                          STATION RECOVERY (2003)
 DG5299
 DG5299'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5299'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1524 ***********************************************************************
 FE1524  DESIGNATION -  C 95
 FE1524  PID         -  FE1524
 FE1524  STATE/COUNTY-  TN/DYER
 FE1524  USGS QUAD   -  CHIC (1983)
 FE1524
 FE1524                         *CURRENT SURVEY CONTROL
 FE1524  ___________________________________________________________________
 FE1524* NAD 83(1986)-  35 59 09.     (N)    089 41 20.     (W)     SCALED    
 FE1524* NAVD 88     -        80.100  (meters)     262.79   (feet)  ADJUSTED  
 FE1524  ___________________________________________________________________
 FE1524  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE1524  DYNAMIC HT  -          80.033 (meters)     262.57  (feet)  COMP
 FE1524  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 FE1524
 FE1524  VERT ORDER  -  FIRST     CLASS II
 FE1524
 FE1524.The horizontal coordinates were scaled from a topographic map and have
 FE1524.an estimated accuracy of +/- 6 seconds.
 FE1524
 FE1524.The orthometric height was determined by differential leveling
 FE1524.and adjusted by the National Geodetic Survey in June 1991..
 FE1524
 FE1524.The geoid height was determined by GEOID03.
 FE1524
 FE1524.The dynamic height is computed by dividing the NAVD 88
 FE1524.geopotential number by the normal gravity value computed on the
 FE1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1524.degrees latitude (g = 980.6199 gals.).
 FE1524
 FE1524.The modeled gravity was interpolated from observed gravity values.
 FE1524
 FE1524;                    North         East    Units  Estimated Accuracy
 FE1524;SPC TN       -   189,610.      267,430.      MT  (+/- 180 meters Scaled)
 FE1524
 FE1524                          SUPERSEDED SURVEY CONTROL
 FE1524
 FE1524  NGVD 29 (??/??/??)   80.042  (m)          262.60   (f) ADJUSTED    1 2
 FE1524
 FE1524.Superseded values are not recommended for survey control.
 FE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1524.See file dsdata.txt to determine how the superseded data were derived.
 FE1524
 FE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE575857(NAD 83)
 FE1524_MARKER: DB = BENCH MARK DISK
 FE1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1524_STAMPING: C 95 1957
 FE1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1524+STABILITY: SURFACE MOTION
 FE1524
 FE1524  HISTORY     - Date     Condition        Report By
 FE1524  HISTORY     - 1957     MONUMENTED       CGS
 FE1524  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1524
 FE1524                          STATION DESCRIPTION
 FE1524
 FE1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1524'1.5 MI SE FROM MIDWAY.
 FE1524'1.5 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE BAPTIST
 FE1524'CHURCH AT MIDWAY, ABOUT 2.1 MILES NORTHWEST OF THE CONCRETE BLOCK
 FE1524'SCHOOL AT CHIC, ABOUT 0.8 MILE NORTH OF JUNCTION OF A GRAVEL ROAD
 FE1524'EAST, 22 3/4 FEET WEST OF WEST EDGE OF CONCRETE PAVEMENT, 94 FEET
 FE1524'SOUTH OF TELEPHONE AND POWER LINE POLE NO. 175, 52 FEET SOUTH
 FE1524'OF CENTER LINE OF DRIVE TO HOUSE, 44 FEET EAST-SOUTHEAST OF
 FE1524'SOUTHEAST CORNER OF A HOUSE OCCUPIED IN 1957 BY HAROLD RIGGIN
 FE1524'AND OWNED BY JANIOR ROGERS, 46 FEET EAST OF A WELL WITH PUMP, 15
 FE1524'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 1/2
 FE1524'FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 FE1524'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1524'INCHES.
 FE1524
 FE1524                          STATION RECOVERY (2002)
 FE1524
 FE1524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1524'MARK DESTROYED. ROAD HAS CAVED OFF INTO MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0890 ***********************************************************************
 GD0890  DESIGNATION -  C 96
 GD0890  PID         -  GD0890
 GD0890  STATE/COUNTY-  TN/DYER
 GD0890  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0890
 GD0890                         *CURRENT SURVEY CONTROL
 GD0890  ___________________________________________________________________
 GD0890* NAD 83(1986)-  36 04 27.     (N)    089 38 39.     (W)     SCALED    
 GD0890* NAVD 88     -        82.115  (meters)     269.41   (feet)  ADJUSTED  
 GD0890  ___________________________________________________________________
 GD0890  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0890  DYNAMIC HT  -          82.047 (meters)     269.18  (feet)  COMP
 GD0890  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GD0890
 GD0890  VERT ORDER  -  FIRST     CLASS II
 GD0890
 GD0890.The horizontal coordinates were scaled from a topographic map and have
 GD0890.an estimated accuracy of +/- 6 seconds.
 GD0890
 GD0890.The orthometric height was determined by differential leveling
 GD0890.and adjusted by the National Geodetic Survey in June 1991..
 GD0890
 GD0890.The geoid height was determined by GEOID03.
 GD0890
 GD0890.The dynamic height is computed by dividing the NAVD 88
 GD0890.geopotential number by the normal gravity value computed on the
 GD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0890.degrees latitude (g = 980.6199 gals.).
 GD0890
 GD0890.The modeled gravity was interpolated from observed gravity values.
 GD0890
 GD0890;                    North         East    Units  Estimated Accuracy
 GD0890;SPC TN       -   199,260.      271,830.      MT  (+/- 180 meters Scaled)
 GD0890
 GD0890                          SUPERSEDED SURVEY CONTROL
 GD0890
 GD0890  NGVD 29 (??/??/??)   82.051  (m)          269.20   (f) ADJUSTED    1 2
 GD0890
 GD0890.Superseded values are not recommended for survey control.
 GD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0890.See file dsdata.txt to determine how the superseded data were derived.
 GD0890
 GD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE618954(NAD 83)
 GD0890_MARKER: DB = BENCH MARK DISK
 GD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0890_STAMPING: C 96 1957
 GD0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0890+STABILITY: SURFACE MOTION
 GD0890
 GD0890  HISTORY     - Date     Condition        Report By
 GD0890  HISTORY     - 1957     MONUMENTED       CGS
 GD0890  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0890
 GD0890                          STATION DESCRIPTION
 GD0890
 GD0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0890'3 MI NE FROM HELOISE.
 GD0890'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0890'LANDING AT HELOISE, THENCE ABOUT 1.0 MILE NORTH ALONG A GRAVEL
 GD0890'ROAD, 0.1 MILE SOUTH OF A POINT WHERE ROAD CROSSES OLD LEVEE, 0.4
 GD0890'MILE SOUTH OF BOOTHSPOINT POST OFFICE, AT JUNCTION OF A DRIVE
 GD0890'EAST TO A HOUSE, 24 FEET NORTHEAST OF CENTER LINE OF ROAD, 17
 GD0890'FEET NORTH OF CENTER LINE OF DRIVE, 51 FEET SOUTH OF A LONE
 GD0890'36-INCH ELM TREE, 119 FEET WEST OF WEST CORNER OF A HOUSE WITH
 GD0890'RED BRICK SIDING, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 GD0890'ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 GD0890'CONCRETE POST PROJECTING 3 INCHES.
 GD0890
 GD0890                          STATION RECOVERY (2002)
 GD0890
 GD0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0949 ***********************************************************************
 GA0949  DESIGNATION -  C 97
 GA0949  PID         -  GA0949
 GA0949  STATE/COUNTY-  TN/WASHINGTON
 GA0949  USGS QUAD   -  LEESBURG (1971)
 GA0949
 GA0949                         *CURRENT SURVEY CONTROL
 GA0949  ___________________________________________________________________
 GA0949* NAD 83(1986)-  36 18 47.     (N)    082 31 55.     (W)     SCALED    
 GA0949* NAVD 88     -       482.282  (meters)    1582.29   (feet)  ADJUSTED  
 GA0949  ___________________________________________________________________
 GA0949  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0949  DYNAMIC HT  -         481.825 (meters)    1580.79  (feet)  COMP
 GA0949  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 GA0949
 GA0949  VERT ORDER  -  SECOND    CLASS 0
 GA0949
 GA0949.The horizontal coordinates were scaled from a topographic map and have
 GA0949.an estimated accuracy of +/- 6 seconds.
 GA0949
 GA0949.The orthometric height was determined by differential leveling
 GA0949.and adjusted by the National Geodetic Survey in June 1991..
 GA0949
 GA0949.The geoid height was determined by GEOID03.
 GA0949
 GA0949.The dynamic height is computed by dividing the NAVD 88
 GA0949.geopotential number by the normal gravity value computed on the
 GA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0949.degrees latitude (g = 980.6199 gals.).
 GA0949
 GA0949.The modeled gravity was interpolated from observed gravity values.
 GA0949
 GA0949;                    North         East    Units  Estimated Accuracy
 GA0949;SPC TN       -   225,170.      911,380.      MT  (+/- 180 meters Scaled)
 GA0949
 GA0949                          SUPERSEDED SURVEY CONTROL
 GA0949
 GA0949  NGVD 29 (??/??/92)  482.421  (m)         1582.74   (f) ADJ UNCH    2 0
 GA0949
 GA0949.Superseded values are not recommended for survey control.
 GA0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0949.See file dsdata.txt to determine how the superseded data were derived.
 GA0949
 GA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA624197(NAD 83)
 GA0949_MARKER: DB = BENCH MARK DISK
 GA0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0949_STAMPING: C 97 1935
 GA0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0949+STABILITY: SURFACE MOTION
 GA0949
 GA0949  HISTORY     - Date     Condition        Report By
 GA0949  HISTORY     - 1935     MONUMENTED       CGS
 GA0949  HISTORY     - 1980     GOOD             NGS
 GA0949
 GA0949                          STATION DESCRIPTION
 GA0949
 GA0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0949'AT FAIRVIEW.
 GA0949'AT FAIRVIEW, WASHINGTON COUNTY, ON STATE HIGHWAY 81, AT A CHURCH,
 GA0949'35 YARDS SOUTH OF THE HIGHWAY, 60 FEET WEST OF THE NORTHWEST
 GA0949'CORNER OF THE BUILDING, 1 FOOT NORTHWEST OF A WIRE FENCE AND 6 FEET
 GA0949'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 97 1935
 GA0949'AND SET IN THE TOP OF A CONCRETE POST.
 GA0949
 GA0949                          STATION RECOVERY (1980)
 GA0949
 GA0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0949'THE MARK IS 15 FEET WEST OF THE CENTERLINE OF THE CHURCH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0797 ***********************************************************************
 GA0797  DESIGNATION -  C 98
 GA0797  PID         -  GA0797
 GA0797  STATE/COUNTY-  TN/SULLIVAN
 GA0797  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0797
 GA0797                         *CURRENT SURVEY CONTROL
 GA0797  ___________________________________________________________________
 GA0797* NAD 83(1986)-  36 27 10.     (N)    082 30 11.     (W)     SCALED    
 GA0797* NAVD 88     -       447.545  (meters)    1468.32   (feet)  ADJUSTED  
 GA0797  ___________________________________________________________________
 GA0797  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0797  DYNAMIC HT  -         447.130 (meters)    1466.96  (feet)  COMP
 GA0797  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 GA0797
 GA0797  VERT ORDER  -  SECOND    CLASS 0
 GA0797
 GA0797.The horizontal coordinates were scaled from a topographic map and have
 GA0797.an estimated accuracy of +/- 6 seconds.
 GA0797
 GA0797.The orthometric height was determined by differential leveling
 GA0797.and adjusted by the National Geodetic Survey in June 1991..
 GA0797.WARNING-Repeat measurements at this control monument indicate possible
 GA0797.vertical movement.
 GA0797
 GA0797.The geoid height was determined by GEOID03.
 GA0797
 GA0797.The dynamic height is computed by dividing the NAVD 88
 GA0797.geopotential number by the normal gravity value computed on the
 GA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0797.degrees latitude (g = 980.6199 gals.).
 GA0797
 GA0797.The modeled gravity was interpolated from observed gravity values.
 GA0797
 GA0797;                    North         East    Units  Estimated Accuracy
 GA0797;SPC TN       -   240,760.      913,420.      MT  (+/- 180 meters Scaled)
 GA0797
 GA0797                          SUPERSEDED SURVEY CONTROL
 GA0797
 GA0797  NGVD 29 (??/??/92)  447.687  (m)         1468.79   (f) ADJ UNCH    2 0
 GA0797
 GA0797.Superseded values are not recommended for survey control.
 GA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0797.See file dsdata.txt to determine how the superseded data were derived.
 GA0797
 GA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA653352(NAD 83)
 GA0797_MARKER: DB = BENCH MARK DISK
 GA0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0797_STAMPING: C 98 1935
 GA0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0797+STABILITY: SURFACE MOTION
 GA0797
 GA0797  HISTORY     - Date     Condition        Report By
 GA0797  HISTORY     - 1935     MONUMENTED       CGS
 GA0797  HISTORY     - 1961     GOOD             NGS
 GA0797
 GA0797                          STATION DESCRIPTION
 GA0797
 GA0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0797'0.4 MI W FROM FORDTOWN.
 GA0797'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0797'OF FALL BRANCH), GO 0.4 MILE WEST ON A PAVED ROAD TO THE FORDTOWN
 GA0797'CHRISTIAN CHURCH.  THE BENCH MARK IS 58 FT. SOUTH OF THE CENTER
 GA0797'OF THE PAVED ROAD, 20.8 FT. NORTHEAST OF THE NORTHEAST CORNER
 GA0797'OF THE CHURCH, AT THE WEST EDGE OF A GRAVEYARD, 17.4 FT. SOUTHWEST
 GA0797'OF THE LETTER C IN NAME CHILDRESS ON GRAVE MARKER STONE, AND 0.1
 GA0797'FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA0797'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0796 ***********************************************************************
 GA0796  DESIGNATION -  C 99 RESET
 GA0796  PID         -  GA0796
 GA0796  STATE/COUNTY-  TN/GREENE
 GA0796  USGS QUAD   -  GREENEVILLE (1961)
 GA0796
 GA0796                         *CURRENT SURVEY CONTROL
 GA0796  ___________________________________________________________________
 GA0796* NAD 83(1986)-  36 10 19.     (N)    082 50 36.     (W)     SCALED    
 GA0796* NAVD 88     -       457.12   (meters)    1499.7    (feet)  RESET     
 GA0796  ___________________________________________________________________
 GA0796  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0796
 GA0796  VERT ORDER  -  THIRD
 GA0796
 GA0796.The horizontal coordinates were scaled from a topographic map and have
 GA0796.an estimated accuracy of +/- 6 seconds.
 GA0796
 GA0796.The orthometric height was computed from unverified reset data.
 GA0796
 GA0796.The geoid height was determined by GEOID03.
 GA0796
 GA0796;                    North         East    Units  Estimated Accuracy
 GA0796;SPC TN       -   208,570.      883,940.      MT  (+/- 180 meters Scaled)
 GA0796
 GA0796                          SUPERSEDED SURVEY CONTROL
 GA0796
 GA0796.No superseded survey control is available for this station.
 GA0796
 GA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA342045(NAD 83)
 GA0796_MARKER: DD = SURVEY DISK
 GA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0796_STAMPING: C 99 1935 RESET 1969 T H D
 GA0796_MARK LOGO: CGS   
 GA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0796+STABILITY: SURFACE MOTION
 GA0796
 GA0796  HISTORY     - Date     Condition        Report By
 GA0796  HISTORY     - 1969     MONUMENTED       TNHD
 GA0796  HISTORY     - 1969     GOOD             NGS
 GA0796
 GA0796                          STATION DESCRIPTION
 GA0796
 GA0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA0796'0.8 MI NW FROM GREENEVILLE.
 GA0796'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND
 GA0796'CHURCH STREET IN DOWNTOWN GREENEVILLE, GO NORTHWEST ON CHURCH
 GA0796'STREET (OLD ROGERSVILLE PIKE) FOR 1.0 MILE TO THE MARK ON THE
 GA0796'LEFT ON THE PROPERTY OF L.E. COX.  IT IS 59 FEET SOUTH OF THE
 GA0796'APPROXIMATE CENTER OF OLD ROGERSVILLE PIKE, 38 FEET WEST OF THE
 GA0796'NORTHWEST CORNER OF THE ROBERT BRITTON RESIDENCE, 3 FEET NORTH
 GA0796'OF A CONCRETE RIGHT-OF-WAY MARKER POST, 2 FEET WEST OF THE
 GA0796'BRITTON-COX PROPERTY LINE, AND 2 FEET WEST OF A METAL WITNESS
 GA0796'POST AND SIGN.  IT IS A BLANK BRONZE DISK SET IN THE TOP OF AN
 GA0796'11-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE LAWN SURFACE
 GA0796'AND THE DISK IS STAMPED C 99 1935 RESET 1969 T.H.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2013 ***********************************************************************
 FC2013  DESIGNATION -  C011
 FC2013  PID         -  FC2013
 FC2013  STATE/COUNTY-  TN/ANDERSON
 FC2013  USGS QUAD   -  BETHEL VALLEY (1989)
 FC2013
 FC2013                         *CURRENT SURVEY CONTROL
 FC2013  ___________________________________________________________________
 FC2013* NAD 83(1995)-  35 58 49.54625(N)    084 16 24.81514(W)     ADJUSTED  
 FC2013* NAVD 88     -       324.2    (meters)    1064.     (feet)  VERTCON   
 FC2013  ___________________________________________________________________
 FC2013  X           -     515,608.858 (meters)                     COMP
 FC2013  Y           -  -5,141,724.777 (meters)                     COMP
 FC2013  Z           -   3,726,607.244 (meters)                     COMP
 FC2013  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FC2013  ELLIP HEIGHT-         293.75  (meters)          (04/12/99) GPS OBS
 FC2013  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC2013
 FC2013  HORZ ORDER  -  FIRST
 FC2013  ELLP ORDER  -  FOURTH    CLASS I
 FC2013
 FC2013.The horizontal coordinates were established by GPS observations
 FC2013.and adjusted by the National Geodetic Survey in April 1999..
 FC2013
 FC2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2013
 FC2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2013
 FC2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2013
 FC2013.The ellipsoidal height was determined by GPS observations
 FC2013.and is referenced to NAD 83.
 FC2013
 FC2013.The geoid height was determined by GEOID03.
 FC2013
 FC2013;                    North         East     Units Scale Factor Converg.
 FC2013;SPC TN       -   184,117.247   755,685.067   MT  0.99995165   +1 00 38.6
 FC2013;SPC TN       -   604,058.00  2,479,276.76   sFT  0.99995165   +1 00 38.6
 FC2013;UTM  16      - 3,985,215.450   745,817.248   MT  1.00034463   +1 36 09.4
 FC2013
 FC2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2013!SPC TN       -   0.99995390  x   0.99995165  =   0.99990555
 FC2013!UTM  16      -   0.99995390  x   1.00034463  =   1.00029851
 FC2013
 FC2013                          SUPERSEDED SURVEY CONTROL
 FC2013
 FC2013  NAD 83(1995)-  35 58 49.54854(N)    084 16 24.81961(W) AD(       ) 1
 FC2013  ELLIP H (10/22/93)  293.70   (m)                       GP(       ) 4 1
 FC2013  NGVD 29 (10/22/93)  324.4    (m)         1064.     (f) GPS OBS        
 FC2013
 FC2013.Superseded values are not recommended for survey control.
 FC2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2013.See file dsdata.txt to determine how the superseded data were derived.
 FC2013
 FC2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4581785215(NAD 83)
 FC2013_MARKER: DS = TRIANGULATION STATION DISK
 FC2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2013_SP_SET: CONCRETE POST
 FC2013_MARK LOGO: NONE  
 FC2013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2013+STABILITY: SURFACE MOTION
 FC2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2013+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 FC2013
 FC2013  HISTORY     - Date     Condition        Report By
 FC2013  HISTORY     - 1960     MONUMENTED       RBNF
 FC2013  HISTORY     - 19930325 GOOD
 FC2013
 FC2013                          STATION DESCRIPTION
 FC2013
 FC2013'DESCRIBED BY RESEARCHED BUT NOT FOUND 1960
 FC2013'STATION IS LOCATED IN THE VICINITY OF OAK RIDGE.
 FC2013'TO REACH THE SATION FROM THE GARDEN PLAZA HOTEL IN OAK RIDGE, TAKE
 FC2013'ILLINOIS AVENUE EAST 0.7 MI (1.1 KM) TO SCARBORO RD.  TAKE SCARBORO
 FC2013'SE APPROXIMATELY 0.5 MI (0.8 KM) TO BEAR CREEK ROAD.  TAKE BEAR CREEK
 FC2013'ROAD SW 2.2 MI (3.5 KM) TO STATION OF RIGHT SIDE OF ROAD.
 FC2013'STATION IS AN UNSTAMPED DISK WITH A PUNCH HOLE IN CENTER IN A FLANGE
 FC2013'ENCASED SLEEVE SURROUNDED BY THREE STEEL POLES CEMENTED IN CONCRETE
 FC2013'FOR PROTECTION.  IT IS 58 FT (17.7 M) SOUTH OF A TALL RADIO TOWER AND
 FC2013'15.6 FT (4.8 M) NE OF A SMALL BUILDING.
 FC2013
 FC2013                          STATION RECOVERY (1993)
 FC2013
 FC2013'RECOVERED 1993
 FC2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1281 ***********************************************************************
 GC1281  DESIGNATION -  CA 11
 GC1281  PID         -  GC1281
 GC1281  STATE/COUNTY-  TN/MONTGOMERY
 GC1281  USGS QUAD   -  SANGO (1984)
 GC1281
 GC1281                         *CURRENT SURVEY CONTROL
 GC1281  ___________________________________________________________________
 GC1281* NAD 83(1986)-  36 33 36.     (N)    087 14 06.     (W)     SCALED    
 GC1281* NAVD 88     -       168.554  (meters)     553.00   (feet)  ADJUSTED  
 GC1281  ___________________________________________________________________
 GC1281  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1281  DYNAMIC HT  -         168.416 (meters)     552.54  (feet)  COMP
 GC1281  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GC1281
 GC1281  VERT ORDER  -  SECOND    CLASS 0
 GC1281
 GC1281.The horizontal coordinates were scaled from a topographic map and have
 GC1281.an estimated accuracy of +/- 6 seconds.
 GC1281
 GC1281.The orthometric height was determined by differential leveling
 GC1281.and adjusted by the National Geodetic Survey in June 1991..
 GC1281
 GC1281.The geoid height was determined by GEOID03.
 GC1281
 GC1281.The dynamic height is computed by dividing the NAVD 88
 GC1281.geopotential number by the normal gravity value computed on the
 GC1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1281.degrees latitude (g = 980.6199 gals.).
 GC1281
 GC1281.The modeled gravity was interpolated from observed gravity values.
 GC1281
 GC1281;                    North         East    Units  Estimated Accuracy
 GC1281;SPC TN       -   247,750.      489,440.      MT  (+/- 180 meters Scaled)
 GC1281
 GC1281                          SUPERSEDED SURVEY CONTROL
 GC1281
 GC1281  NGVD 29 (??/??/92)  168.624  (m)          553.23   (f) ADJ UNCH    2 0
 GC1281
 GC1281.Superseded values are not recommended for survey control.
 GC1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1281.See file dsdata.txt to determine how the superseded data were derived.
 GC1281
 GC1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF789460(NAD 83)
 GC1281_MARKER: DD = SURVEY DISK
 GC1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1281_STAMPING: CA 11 1955
 GC1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1281+STABILITY: SURFACE MOTION
 GC1281
 GC1281  HISTORY     - Date     Condition        Report By
 GC1281  HISTORY     - 1955     MONUMENTED       USGS
 GC1281  HISTORY     - 1965     GOOD             TNHD
 GC1281
 GC1281                          STATION DESCRIPTION
 GC1281
 GC1281'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1281'AT ROSSVIEW.
 GC1281'IN ROSSVIEW, APPROXIMATELY 150 FEET NORTHEAST OF THE NORTH CORNER
 GC1281'OF THE ROSSVIEW GROCERY, 36 FEET SOUTHEAST OF A TWIN-TRUNKED
 GC1281'CEDAR TREE, 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC1281'ROSSVIEW ROAD AND 1 FOOT NORTHWEST OF A WOODEN FENCE.  THE MARK
 GC1281'IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A
 GC1281'6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1294 ***********************************************************************
 GC1294  DESIGNATION -  CA 31
 GC1294  PID         -  GC1294
 GC1294  STATE/COUNTY-  TN/MONTGOMERY
 GC1294  USGS QUAD   -  HENRIETTA (1983)
 GC1294
 GC1294                         *CURRENT SURVEY CONTROL
 GC1294  ___________________________________________________________________
 GC1294* NAD 83(1986)-  36 29 29.     (N)    087 10 44.     (W)     SCALED    
 GC1294* NAVD 88     -       192.308  (meters)     630.93   (feet)  ADJUSTED  
 GC1294  ___________________________________________________________________
 GC1294  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC1294  DYNAMIC HT  -         192.150 (meters)     630.41  (feet)  COMP
 GC1294  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GC1294
 GC1294  VERT ORDER  -  SECOND    CLASS 0
 GC1294
 GC1294.The horizontal coordinates were scaled from a topographic map and have
 GC1294.an estimated accuracy of +/- 6 seconds.
 GC1294
 GC1294.The orthometric height was determined by differential leveling
 GC1294.and adjusted by the National Geodetic Survey in June 1991..
 GC1294
 GC1294.The geoid height was determined by GEOID03.
 GC1294
 GC1294.The dynamic height is computed by dividing the NAVD 88
 GC1294.geopotential number by the normal gravity value computed on the
 GC1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1294.degrees latitude (g = 980.6199 gals.).
 GC1294
 GC1294.The modeled gravity was interpolated from observed gravity values.
 GC1294
 GC1294;                    North         East    Units  Estimated Accuracy
 GC1294;SPC TN       -   240,080.      494,370.      MT  (+/- 180 meters Scaled)
 GC1294
 GC1294                          SUPERSEDED SURVEY CONTROL
 GC1294
 GC1294  NGVD 29 (??/??/92)  192.372  (m)          631.14   (f) ADJ UNCH    2 0
 GC1294
 GC1294.Superseded values are not recommended for survey control.
 GC1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1294.See file dsdata.txt to determine how the superseded data were derived.
 GC1294
 GC1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF839384(NAD 83)
 GC1294_MARKER: DD = SURVEY DISK
 GC1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1294_STAMPING: CA 31 1955
 GC1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1294+STABILITY: SURFACE MOTION
 GC1294
 GC1294  HISTORY     - Date     Condition        Report By
 GC1294  HISTORY     - 1955     MONUMENTED       USGS
 GC1294  HISTORY     - 1965     GOOD             TNHD
 GC1294
 GC1294                          STATION DESCRIPTION
 GC1294
 GC1294'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1294'2.5 MI E FROM SANGO.
 GC1294'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1294'CHURCH IN SANGO, GO EASTERLY FOR 2.5 MILES ON A PAVED ROAD TO THE
 GC1294'HOME OF MRS. J.B. CLARDY, A GRAVELED ROAD LEADING SOUTHEAST AND
 GC1294'THE MARK ON THE LEFT APPROXIMATELY 100 FEET SOUTHEAST OF THE
 GC1294'CENTER OF THE INTERSECTION, 28 FEET NORTHEAST OF THE APPROXIMATE
 GC1294'CENTER OF THE PAVED ROAD, 5 FEET SOUTHEAST OF UTILITY POLE NO. 44
 GC1294'AND 2 FEET SOUTHEAST OF A WIRE FENCE CORNER.  IT IS A U.S.G.S.
 GC1294'DISK SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE MONUMENT
 GC1294'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2381 ***********************************************************************
 FE2381  DESIGNATION -  CADES
 FE2381  PID         -  FE2381
 FE2381  STATE/COUNTY-  TN/GIBSON
 FE2381  USGS QUAD   -  MILAN (1983)
 FE2381
 FE2381                         *CURRENT SURVEY CONTROL
 FE2381  ___________________________________________________________________
 FE2381* NAD 83(1995)-  35 57 54.99243(N)    088 46 41.43074(W)     ADJUSTED  
 FE2381* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2381  ___________________________________________________________________
 FE2381  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FE2381  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2381
 FE2381  HORZ ORDER  -  THIRD
 FE2381
 FE2381.The horizontal coordinates were established by classical geodetic methods
 FE2381.and adjusted by the National Geodetic Survey in April 1999..
 FE2381
 FE2381.The orthometric height was scaled from a topographic map.
 FE2381
 FE2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2381
 FE2381.The geoid height was determined by GEOID03.
 FE2381
 FE2381;                    North         East     Units Scale Factor Converg.
 FE2381;SPC TN       -   184,619.144   349,445.641   MT  0.99995101   -1 37 35.2
 FE2381;SPC TN       -   605,704.64  1,146,472.91   sFT  0.99995101   -1 37 35.2
 FE2381;UTM  16      - 3,981,558.546   339,659.013   MT  0.99991679   -1 02 40.3
 FE2381
 FE2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2381!SPC TN       -   0.99998529  x   0.99995101  =   0.99993630
 FE2381!UTM  16      -   0.99998529  x   0.99991679  =   0.99990208
 FE2381
 FE2381:                Primary Azimuth Mark                     Grid Az
 FE2381:SPC TN       -  MILAN COMPRESS TANK                      157 47 38.9
 FE2381:UTM  16      -  MILAN COMPRESS TANK                      157 12 44.0
 FE2381
 FE2381|---------------------------------------------------------------------|
 FE2381| PID    Reference Object                     Distance      Geod. Az  |
 FE2381|                                                           dddmmss.s |
 FE2381| FE2383 MILAN COMPRESS TANK                 APPROX. 5.2 KM 1561003.7 |
 FE2381| FE2384 MILAN MUNICIPAL TANK                APPROX. 5.4 KM 1621323.1 |
 FE2381| CG3328 CADES RM 1                           20.970 METERS 17754     |
 FE2381| FE2385 MILAN RAD STA WKBJ MAST             APPROX. 7.1 KM 1814955.6 |
 FE2381| CG3327 CADES AZ MK                                        2600312.3 |
 FE2381| CG3329 CADES RM 2                           22.112 METERS 31716     |
 FE2381|---------------------------------------------------------------------|
 FE2381
 FE2381                          SUPERSEDED SURVEY CONTROL
 FE2381
 FE2381  NAD 83(1995)-  35 57 54.99558(N)    088 46 41.43497(W) AD(       ) 3
 FE2381  NAD 83(1986)-  35 57 55.00374(N)    088 46 41.43061(W) AD(       ) 3
 FE2381  NAD 27      -  35 57 54.76260(N)    088 46 41.21040(W) AD(       ) 3
 FE2381
 FE2381.Superseded values are not recommended for survey control.
 FE2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2381.See file dsdata.txt to determine how the superseded data were derived.
 FE2381
 FE2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3965981559(NAD 83)
 FE2381_MARKER: DS = TRIANGULATION STATION DISK
 FE2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2381
 FE2381  HISTORY     - Date     Condition        Report By
 FE2381  HISTORY     - 1958     MONUMENTED       CGS
 FE2381
 FE2381                          STATION DESCRIPTION
 FE2381
 FE2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2381'THE STATION IS ABOUT 9 MILES EAST OF TRENTON, 5.5 MILES WEST OF
 FE2381'ATWOOD, AND 3.5 MILES NORTHWEST OF MILAN. THE PROPERTY
 FE2381'OWNER IS MRS. H.T. MCDONALD. IT IS 57 FEET EAST OF THE CENTERLINE OF
 FE2381'U.S. HIGHWAY 45E, 33 FEET SOUTHEAST OF A POWERLINE POLE, 7
 FE2381'FEET NORTHWEST OF A WHITE WITNESS POST, 146 FEET SOUTHWEST OF THE
 FE2381'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, AND 36 FEET
 FE2381'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD. THE MONUMENT IS FLUSH
 FE2381'AND THE DISK IS STAMPED CADES 1958.
 FE2381'
 FE2381'TO REACH THE STATION FROM THE CROSSROAD (JUST EAST OF THE ILLINOIS
 FE2381'CENTRAL RAILROAD CROSSING) IN THE VILLAGE OF CADES, GO
 FE2381'SOUTHEAST ON U.S. HIGHWAY 45E FOR 0.8 MILE TO A WHITE FRAME HOUSE AND
 FE2381'THE STATION ON THE LEFT SIDE OF THE ROAD.
 FE2381'
 FE2381'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON U.S.
 FE2381'HIGHWAY 45E FOR 0.05 MILE TO A GRAVELED SIDE ROAD RIGHT.
 FE2381'TURN RIGHT ACROSS RAILROAD AND GO NORTH ON THE GRAVELED ROAD FOR 0.35
 FE2381'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2381'
 FE2381'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTERLINE OF HIGHWAY 45E, 31
 FE2381'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET
 FE2381'NORTHWEST OF A 30 INCH OAK TREE, AND 81 FEET SOUTH OF A POWERLINE
 FE2381'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CADES
 FE2381'NO 1 1958.
 FE2381'
 FE2381'REFERENCE MARK 2 IS 33 FEET EAST OF THE CENTERLINE OF HIGHWAY 45E, 53
 FE2381'FEET NORTH OF A POWERLINE POLE, 22 FEET WEST OF THE
 FE2381'CENTERLINE OF A DIRT DRIVEWAY, AND 84 FEET SOUTHWEST OF THE SOUTHWEST
 FE2381'CORNER OF A WHITE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE
 FE2381'DISK IS STAMPED CADES NO 2 1958.
 FE2381'
 FE2381'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2381'ROAD, 3 FEET NORTHEAST OF A WHITE WITNESS POST, 3 FEET
 FE2381'NORTHEAST OF A POWERLINE POLE, 18 FEET NORTHWEST OF A 24 INCH OAK
 FE2381'TREE, AND 51 FEET SOUTH OF A 6 INCH SYCAMORE TREE. THE
 FE2381'MONUMENT IS FLUSH AND THE DISK IS STAMPED CADES 1958.
 FE2381'
 FE2381'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0267 ***********************************************************************
 GC0267  CBN         -  This is a Cooperative Base Network Control Station.
 GC0267  DESIGNATION -  CAIN
 GC0267  PID         -  GC0267
 GC0267  STATE/COUNTY-  TN/WILSON
 GC0267  USGS QUAD   -  LEBANON (1983)
 GC0267
 GC0267                         *CURRENT SURVEY CONTROL
 GC0267  ___________________________________________________________________
 GC0267* NAD 83(1995)-  36 11 21.89252(N)    086 16 19.96416(W)     ADJUSTED  
 GC0267* NAVD 88     -       175.196  (meters)     574.79   (feet)  ADJUSTED  
 GC0267  ___________________________________________________________________
 GC0267  X           -     335,076.646 (meters)                     COMP
 GC0267  Y           -  -5,142,830.477 (meters)                     COMP
 GC0267  Z           -   3,745,261.039 (meters)                     COMP
 GC0267  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GC0267  ELLIP HEIGHT-         146.04  (meters)          (08/03/04) GPS OBS
 GC0267  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0267  DYNAMIC HT  -         175.051 (meters)     574.31  (feet)  COMP
 GC0267  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC0267
 GC0267  HORZ ORDER  -  A
 GC0267  VERT ORDER  -  SECOND    CLASS 0
 GC0267  ELLP ORDER  -  FOURTH    CLASS I
 GC0267
 GC0267.The horizontal coordinates were established by GPS observations
 GC0267.and adjusted by the National Geodetic Survey in August 2004..
 GC0267
 GC0267.The orthometric height was determined by differential leveling
 GC0267.and adjusted by the National Geodetic Survey in June 1991..
 GC0267
 GC0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0267
 GC0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0267
 GC0267.The ellipsoidal height was determined by GPS observations
 GC0267.and is referenced to NAD 83.
 GC0267
 GC0267.The geoid height was determined by GEOID03.
 GC0267
 GC0267.The dynamic height is computed by dividing the NAVD 88
 GC0267.geopotential number by the normal gravity value computed on the
 GC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0267.degrees latitude (g = 980.6199 gals.).
 GC0267
 GC0267.The modeled gravity was interpolated from observed gravity values.
 GC0267
 GC0267;                    North         East     Units Scale Factor Converg.
 GC0267;SPC TN       -   205,966.222   575,515.990   MT  0.99996758   -0 09 33.7
 GC0267;SPC TN       -   675,740.85  1,888,172.04   sFT  0.99996758   -0 09 33.7
 GC0267;UTM  16      - 4,005,203.034   565,437.100   MT  0.99965276   +0 25 47.1
 GC0267
 GC0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0267!SPC TN       -   0.99997708  x   0.99996758  =   0.99994466
 GC0267!UTM  16      -   0.99997708  x   0.99965276  =   0.99962985
 GC0267
 GC0267:                Primary Azimuth Mark                     Grid Az
 GC0267:SPC TN       -  LEBANON RADIO STA WCOR MAST              012 03 03.2
 GC0267:UTM  16      -  LEBANON RADIO STA WCOR MAST              011 27 42.4
 GC0267
 GC0267|---------------------------------------------------------------------|
 GC0267| PID    Reference Object                     Distance      Geod. Az  |
 GC0267|                                                           dddmmss.s |
 GC0267| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 2.0 KM 0115329.5 |
 GC0267| GC0266 CAIN RM 1                            23.323 METERS 03912     |
 GC0267| CG5006 CAIN AZ MK                                         1272557.0 |
 GC0267| GC2150 JENNINGS                            APPROX. 6.9 KM 1312153.0 |
 GC0267| GC0268 CAIN RM 2                            27.163 METERS 14639     |
 GC0267| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 2.6 KM 3494308.2 |
 GC0267|---------------------------------------------------------------------|
 GC0267
 GC0267                          SUPERSEDED SURVEY CONTROL
 GC0267
 GC0267  NAD 83(1995)-  36 11 21.89165(N)    086 16 19.96176(W) AD(       ) 2
 GC0267  NAD 83(1995)-  36 11 21.89453(N)    086 16 19.96468(W) AD(       ) 2
 GC0267  NAD 83(1995)-  36 11 21.89674(N)    086 16 19.96567(W) AD(       ) 2
 GC0267  NAD 83(1986)-  36 11 21.90302(N)    086 16 19.96395(W) AD(       ) 2
 GC0267  NAD 27      -  36 11 21.70470(N)    086 16 19.99400(W) AD(       ) 2
 GC0267  NAVD 88 (08/03/04)  175.20   (m)          574.8    (f) LEVELING    3  
 GC0267  NGVD 29 (??/??/92)  175.260  (m)          575.00   (f) ADJ UNCH    2 0
 GC0267
 GC0267.Superseded values are not recommended for survey control.
 GC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0267.See file dsdata.txt to determine how the superseded data were derived.
 GC0267
 GC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6543705203(NAD 83)
 GC0267_MARKER: DS = TRIANGULATION STATION DISK
 GC0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0267_STAMPING: CAIN 1960
 GC0267_MARK LOGO: CGS   
 GC0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0267+STABILITY: SURFACE MOTION
 GC0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0267+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC0267
 GC0267  HISTORY     - Date     Condition        Report By
 GC0267  HISTORY     - 1960     MONUMENTED       CGS
 GC0267  HISTORY     - 1960     GOOD             CGS
 GC0267  HISTORY     - 20010226 GOOD             TNDT
 GC0267  HISTORY     - 20031010 GOOD             TNDT
 GC0267
 GC0267                          STATION DESCRIPTION
 GC0267
 GC0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0267'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY PROPERTY OF THE
 GC0267'TENNESSEE CENTRAL RAILROAD, ABOUT 2 MILES SOUTHEAST OF LEBANON, AND
 GC0267'ABOUT 0.1 MILE SOUTHWEST OF STATE HIGHWAY 26.
 GC0267'
 GC0267'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO EAST, ON U.S.
 GC0267'HIGHWAY 70N FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 26.
 GC0267'KEEP RIGHT, SOUTHEAST, ON STATE HIGHWAY 26 AND GO 1.5 MILES TO A
 GC0267'CROSSROAD AT THE E. AND P. FOOD MARKET.  TURN RIGHT, AND GO 0.05
 GC0267'MILE TO THE RAILROAD TRACKS, AND THE AZIMUTH MARK ON THE LEFT.
 GC0267'PROCEED ACROSS RAILROAD TRACKS, THEN TURN RIGHT, NORTH, AND GO 0.05
 GC0267'MILE TO THE STATION.
 GC0267'
 GC0267'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0267'STAMPED CAIN 1960, AND SET FLUSH.  IT IS 34 FEET SOUTHWEST OF
 GC0267'THE WEST RAIL OF RAILROAD, 12 FEET NORTHEAST OF A WIRE FENCE, AND 2.6
 GC0267'FEET EAST OF A WITNESS SIGN.
 GC0267'
 GC0267'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0267'STAMPED CAIN NO 1 1960, AND SET FLUSH.  IT IS 36 FEET NORTHEAST OF
 GC0267'THE EAST RAIL OF RAILROAD, 24 FEET NORTH OF A TELEPHONE POLE, AND 11
 GC0267'FEET SOUTHWEST OF A WIRE FENCE.
 GC0267'
 GC0267'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0267'STAMPED CAIN NO 2 1960, AND SET FLUSH.  IT IS 42 FEET SOUTHWEST OF
 GC0267'THE WEST RAIL OF RAILROAD AND 4 FEET NORTHEAST OF A WIRE FENCE.
 GC0267'
 GC0267'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC BENCH MARK DISK,
 GC0267'SET IN A 6-INCH SQUARE CONCRETE MONUMENT, STAMPED T 79 1935, AND
 GC0267'THE MONUMENT PROJECTS 9 INCHES.  IT IS 44 FEET NORTHEAST OF THE EAST
 GC0267'RAIL OF RAILROAD, 40 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 30
 GC0267'FEET NORTH OF A TELEPHONE POLE, AND 1.6 FEET SOUTHEAST OF A WITNESS
 GC0267'SIGN.
 GC0267'
 GC0267'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 GC0267
 GC0267                          STATION RECOVERY (1960)
 GC0267
 GC0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0267'1.8 MI SE FROM LEBANON.
 GC0267'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0267'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY.  THE STATION MARK
 GC0267'IS ABOUT 0.05 MILE WEST OF THE E. AND P. FOOD MARKET LOCATED ON
 GC0267'STATE HIGHWAY 26, ABOUT 0.05 MILE NORTH OF A PRIVATE CROSSING,
 GC0267'34 FT. SOUTHWEST OF THE WEST RAIL, 12 FT. NORTHEAST OF A WIRE
 GC0267'FENCE, AND 2.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 GC0267'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT
 GC0267'LEVEL WITH THE TRACKS.
 GC0267
 GC0267                          STATION RECOVERY (2001)
 GC0267
 GC0267'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0267'RECOVERED IN GOOD CONDITION.
 GC0267
 GC0267                          STATION RECOVERY (2003)
 GC0267
 GC0267'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC0267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0266 ***********************************************************************
 GC0266  DESIGNATION -  CAIN RM 1
 GC0266  PID         -  GC0266
 GC0266  STATE/COUNTY-  TN/WILSON
 GC0266  USGS QUAD   -  LEBANON (1983)
 GC0266
 GC0266                         *CURRENT SURVEY CONTROL
 GC0266  ___________________________________________________________________
 GC0266* NAD 83(1986)-  36 11 21.     (N)    086 16 19.     (W)     SCALED    
 GC0266* NAVD 88     -       175.152  (meters)     574.64   (feet)  ADJUSTED  
 GC0266  ___________________________________________________________________
 GC0266  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0266  DYNAMIC HT  -         175.007 (meters)     574.17  (feet)  COMP
 GC0266  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC0266
 GC0266  VERT ORDER  -  SECOND    CLASS 0
 GC0266
 GC0266.The horizontal coordinates were scaled from a topographic map and have
 GC0266.an estimated accuracy of +/- 6 seconds.
 GC0266
 GC0266.The orthometric height was determined by differential leveling
 GC0266.and adjusted by the National Geodetic Survey in June 1991..
 GC0266
 GC0266.The geoid height was determined by GEOID03.
 GC0266
 GC0266.The dynamic height is computed by dividing the NAVD 88
 GC0266.geopotential number by the normal gravity value computed on the
 GC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0266.degrees latitude (g = 980.6199 gals.).
 GC0266
 GC0266.The modeled gravity was interpolated from observed gravity values.
 GC0266
 GC0266;                    North         East    Units  Estimated Accuracy
 GC0266;SPC TN       -   205,940.      575,540.      MT  (+/- 180 meters Scaled)
 GC0266
 GC0266                          SUPERSEDED SURVEY CONTROL
 GC0266
 GC0266  NGVD 29 (??/??/92)  175.216  (m)          574.85   (f) ADJ UNCH    2 0
 GC0266
 GC0266.Superseded values are not recommended for survey control.
 GC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0266.See file dsdata.txt to determine how the superseded data were derived.
 GC0266
 GC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF654051(NAD 83)
 GC0266_MARKER: DR = REFERENCE MARK DISK
 GC0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0266_STAMPING: CAIN NO 1 1960
 GC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0266+STABILITY: SURFACE MOTION
 GC0266
 GC0266  HISTORY     - Date     Condition        Report By
 GC0266  HISTORY     - 1960     MONUMENTED       CGS
 GC0266
 GC0266                          STATION DESCRIPTION
 GC0266
 GC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0266'1.8 MI SE FROM LEBANON.
 GC0266'THIS MARK IS LOCATED AT THE CAIN 1960 STATION SITE, 76.5 FT.
 GC0266'NORTHEAST OF THE STATION MARK, 36 FT. NORTHEAST OF THE EAST
 GC0266'RAIL, 24 FT. NORTH OF A TELEPHONE POLE, AND 11 FT. SOUTHWEST
 GC0266'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GC0266'IS FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0268 ***********************************************************************
 GC0268  DESIGNATION -  CAIN RM 2
 GC0268  PID         -  GC0268
 GC0268  STATE/COUNTY-  TN/WILSON
 GC0268  USGS QUAD   -  LEBANON (1983)
 GC0268
 GC0268                         *CURRENT SURVEY CONTROL
 GC0268  ___________________________________________________________________
 GC0268* NAD 83(1986)-  36 11 21.     (N)    086 16 19.     (W)     SCALED    
 GC0268* NAVD 88     -       175.120  (meters)     574.54   (feet)  ADJUSTED  
 GC0268  ___________________________________________________________________
 GC0268  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0268  DYNAMIC HT  -         174.975 (meters)     574.06  (feet)  COMP
 GC0268  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC0268
 GC0268  VERT ORDER  -  SECOND    CLASS 0
 GC0268
 GC0268.The horizontal coordinates were scaled from a topographic map and have
 GC0268.an estimated accuracy of +/- 6 seconds.
 GC0268
 GC0268.The orthometric height was determined by differential leveling
 GC0268.and adjusted by the National Geodetic Survey in June 1991..
 GC0268
 GC0268.The geoid height was determined by GEOID03.
 GC0268
 GC0268.The dynamic height is computed by dividing the NAVD 88
 GC0268.geopotential number by the normal gravity value computed on the
 GC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0268.degrees latitude (g = 980.6199 gals.).
 GC0268
 GC0268.The modeled gravity was interpolated from observed gravity values.
 GC0268
 GC0268;                    North         East    Units  Estimated Accuracy
 GC0268;SPC TN       -   205,940.      575,540.      MT  (+/- 180 meters Scaled)
 GC0268
 GC0268                          SUPERSEDED SURVEY CONTROL
 GC0268
 GC0268  NGVD 29 (??/??/92)  175.184  (m)          574.75   (f) ADJ UNCH    2 0
 GC0268
 GC0268.Superseded values are not recommended for survey control.
 GC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0268.See file dsdata.txt to determine how the superseded data were derived.
 GC0268
 GC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF654051(NAD 83)
 GC0268_MARKER: DR = REFERENCE MARK DISK
 GC0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0268_STAMPING: CAIN NO 2 1960
 GC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0268+STABILITY: SURFACE MOTION
 GC0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0268+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0268
 GC0268  HISTORY     - Date     Condition        Report By
 GC0268  HISTORY     - 1960     MONUMENTED       CGS
 GC0268  HISTORY     - 20010226 GOOD             TNDT
 GC0268
 GC0268                          STATION DESCRIPTION
 GC0268
 GC0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0268'1.8 MI SE FROM LEBANON.
 GC0268'THIS MARK IS LOCATED AT THE CAIN 1960 STATION SITE, 89 FT.
 GC0268'SOUTHEAST OF THE STATION MARK, 42 FT. SOUTHWEST OF THE WEST
 GC0268'RAIL, AND 4 FT. NORTHEAST OF A FENCE.  THE DISK IS SET IN TOP
 GC0268'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT
 GC0268'LEVEL WITH THE TRACKS.
 GC0268
 GC0268                          STATION RECOVERY (2001)
 GC0268
 GC0268'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2708 ***********************************************************************
 GA2708  DESIGNATION -  CALF
 GA2708  PID         -  GA2708
 GA2708  STATE/COUNTY-  TN/CLAIBORNE
 GA2708  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2708
 GA2708                         *CURRENT SURVEY CONTROL
 GA2708  ___________________________________________________________________
 GA2708* NAD 83(1995)-  36 31 34.90085(N)    083 42 07.69051(W)     ADJUSTED  
 GA2708* NAVD 88     -       392.552  (meters)    1287.90   (feet)  ADJUSTED  
 GA2708  ___________________________________________________________________
 GA2708  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GA2708  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2708  DYNAMIC HT  -         392.204 (meters)    1286.76  (feet)  COMP
 GA2708  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 GA2708
 GA2708  HORZ ORDER  -  SECOND
 GA2708  VERT ORDER  -  SECOND    CLASS 0
 GA2708
 GA2708.The horizontal coordinates were established by classical geodetic methods
 GA2708.and adjusted by the National Geodetic Survey in April 1999..
 GA2708
 GA2708.The orthometric height was determined by differential leveling
 GA2708.and adjusted by the National Geodetic Survey in June 1991..
 GA2708
 GA2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2708
 GA2708.The geoid height was determined by GEOID03.
 GA2708
 GA2708.The dynamic height is computed by dividing the NAVD 88
 GA2708.geopotential number by the normal gravity value computed on the
 GA2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2708.degrees latitude (g = 980.6199 gals.).
 GA2708
 GA2708.The modeled gravity was interpolated from observed gravity values.
 GA2708
 GA2708;                    North         East     Units Scale Factor Converg.
 GA2708;SPC TN       -   245,737.305   805,783.810   MT  1.00002130   +1 20 42.9
 GA2708;SPC TN       -   806,223.14  2,643,642.38   sFT  1.00002130   +1 20 42.9
 GA2708;SPC KY1Z     - 1,023,437.116 1,683,426.399   MT  1.00017974   +1 15 26.3
 GA2708;SPC KY1Z     - 3,357,726.60  5,523,041.44   sFT  1.00017974   +1 15 26.3
 GA2708;SPC KY S     -   523,409.025   683,401.864   MT  1.00004401   +1 14 31.0
 GA2708;SPC KY S     - 1,717,217.78  2,242,127.62   sFT  1.00004401   +1 14 31.0
 GA2708;UTM  17      - 4,045,729.201   258,065.156   MT  1.00032120   -1 36 32.7
 GA2708
 GA2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2708!SPC TN       -   0.99994318  x   1.00002130  =   0.99996448
 GA2708!SPC KY1Z     -   0.99994318  x   1.00017974  =   1.00012291
 GA2708!SPC KY S     -   0.99994318  x   1.00004401  =   0.99998719
 GA2708!UTM  17      -   0.99994318  x   1.00032120  =   1.00026437
 GA2708
 GA2708:                Primary Azimuth Mark                     Grid Az
 GA2708:SPC TN       -  CALF AZ MK                               042 13 20.1
 GA2708:SPC KY1Z     -  CALF AZ MK                               042 18 36.7
 GA2708:SPC KY S     -  CALF AZ MK                               042 19 32.0
 GA2708:UTM  17      -  CALF AZ MK                               045 10 35.7
 GA2708
 GA2708|---------------------------------------------------------------------|
 GA2708| PID    Reference Object                     Distance      Geod. Az  |
 GA2708|                                                           dddmmss.s |
 GA2708| GA2710 CALF AZ MK                                         0433403.0 |
 GA2708| GA2709 CALF RM 1                            16.960 METERS 05549     |
 GA2708| GA3597 TS 2C                               APPROX. 0.8 KM 2484115.0 |
 GA2708| GA2707 CALF RM 2                            12.113 METERS 33455     |
 GA2708|---------------------------------------------------------------------|
 GA2708
 GA2708                          SUPERSEDED SURVEY CONTROL
 GA2708
 GA2708  NAD 83(1995)-  36 31 34.90137(N)    083 42 07.69091(W) AD(       ) 2
 GA2708  NAD 83(1995)-  36 31 34.89855(N)    083 42 07.68361(W) AD(       ) 2
 GA2708  NAD 83(1995)-  36 31 34.90938(N)    083 42 07.69166(W) AD(       ) 2
 GA2708  NAD 83(1986)-  36 31 34.91008(N)    083 42 07.69141(W) AD(       ) 2
 GA2708  NAD 27      -  36 31 34.62545(N)    083 42 08.00358(W) AD(       ) 2
 GA2708  NGVD 29 (??/??/??)  392.76   (m)         1288.6    (f) RESET       3  
 GA2708
 GA2708.Superseded values are not recommended for survey control.
 GA2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2708.See file dsdata.txt to determine how the superseded data were derived.
 GA2708
 GA2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5806545729(NAD 83)
 GA2708_MARKER: DD = SURVEY DISK
 GA2708_SETTING: 66 = SET IN ROCK OUTCROP
 GA2708_SP_SET: BEDROCK
 GA2708_STAMPING: CALF 1964
 GA2708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2708+STABILITY: POSITION/ELEVATION WELL
 GA2708
 GA2708  HISTORY     - Date     Condition        Report By
 GA2708  HISTORY     - 1964     MONUMENTED       TNHD
 GA2708  HISTORY     - 1965     GOOD             TNHD
 GA2708
 GA2708                          STATION DESCRIPTION
 GA2708
 GA2708'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2708'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF ARTHUR.
 GA2708'
 GA2708'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON
 GA2708'STATE ROUTE 63 FOR 2.75
 GA2708'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2708'STRAIGHT AHEAD FOR 0.1 MILE TO THE
 GA2708'STATION ON THE LEFT.
 GA2708'
 GA2708'THE STATION IS 61 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2708'63, 42 FEET SOUTH OF A
 GA2708'TELEPHONE POLE AND 38.4 FEET SOUTH OF A WITNESS POST.
 GA2708'THE SURFACE MARK IS A STANDARD
 GA2708'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2708'CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2708'BEDROCK, 2 INCHES BELOW
 GA2708'THE SURFACE, AND THE DISK IS STAMPED CALF 1964.
 GA2708'
 GA2708'REFERENCE MARK NO. 1 IS 12 FEET WEST OF A GRAVELED ROAD AND 10 FEET
 GA2708'EAST OF A FENCE.  IT IS A
 GA2708'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2708'10-INCH SQUARE, FLUSH, CONCRETE
 GA2708'MONUMENT AND THE DISK IS STAMPED CALF
 GA2708'RM-1 1964.
 GA2708'
 GA2708'REFERENCE MARK NO. 2 IS 21.6 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2708'STATE ROUTE 63, 10 FEET
 GA2708'EAST OF A TELEPHONE POLE AND 1.5 FEET NORTHWEST OF
 GA2708'A WITNESS POST.  IT IS A STANDARD
 GA2708'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2708'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2708'AND THE DISK IS
 GA2708'STAMPED CALF RM-2 1964.
 GA2708'
 GA2708'THE AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2708'ROUTE 63, 12 FEET WEST OF A
 GA2708'MULBERRY TREE AND 2.5 FEET WEST OF A WITNESS POST.
 GA2708'IT IS A STANDARD TENNESSEE HIGHWAY
 GA2708'DEPARTMENT DISK SET IN A 10-INCH
 GA2708'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2708'STAMPED CALF AZI 1964.
 GA2708'
 GA2708'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2708'
 GA2708'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2708
 GA2708                          STATION RECOVERY (1965)
 GA2708
 GA2708'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2708'2.8 MI SW FROM ARTHUR.
 GA2708'FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON STATE ROUTE 63
 GA2708'FOR 2.85 MILES TO THE MARK ON THE LEFT, 61 FEET SOUTH OF THE
 GA2708'APPROXIMATE CENTER OF STATE ROUTE 63, 42 FEET SOUTH OF A TELEPHONE
 GA2708'POLE AND 38.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE
 GA2708'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GA2708'FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK, STAMPED CALF 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2710 ***********************************************************************
 GA2710  DESIGNATION -  CALF AZ MK
 GA2710  PID         -  GA2710
 GA2710  STATE/COUNTY-  TN/CLAIBORNE
 GA2710  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2710
 GA2710                         *CURRENT SURVEY CONTROL
 GA2710  ___________________________________________________________________
 GA2710* NAD 83(1986)-  36 31 38.     (N)    083 42 05.     (W)     SCALED    
 GA2710* NAVD 88     -       388.096  (meters)    1273.28   (feet)  ADJUSTED  
 GA2710  ___________________________________________________________________
 GA2710  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2710  DYNAMIC HT  -         387.752 (meters)    1272.15  (feet)  COMP
 GA2710  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 GA2710
 GA2710  VERT ORDER  -  SECOND    CLASS 0
 GA2710
 GA2710.The horizontal coordinates were scaled from a topographic map and have
 GA2710.an estimated accuracy of +/- 6 seconds.
 GA2710
 GA2710.The orthometric height was determined by differential leveling
 GA2710.and adjusted by the National Geodetic Survey in June 1991..
 GA2710
 GA2710.The geoid height was determined by GEOID03.
 GA2710
 GA2710.The dynamic height is computed by dividing the NAVD 88
 GA2710.geopotential number by the normal gravity value computed on the
 GA2710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2710.degrees latitude (g = 980.6199 gals.).
 GA2710
 GA2710.The modeled gravity was interpolated from observed gravity values.
 GA2710
 GA2710;                    North         East    Units  Estimated Accuracy
 GA2710;SPC TN       -   245,830.      805,850.      MT  (+/- 180 meters Scaled)
 GA2710
 GA2710                          SUPERSEDED SURVEY CONTROL
 GA2710
 GA2710  NGVD 29 (??/??/??)  388.30   (m)         1273.9    (f) RESET       3  
 GA2710
 GA2710.Superseded values are not recommended for survey control.
 GA2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2710.See file dsdata.txt to determine how the superseded data were derived.
 GA2710
 GA2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA581458(NAD 83)
 GA2710_MARKER: DZ = AZIMUTH MARK DISK
 GA2710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2710_SP_SET: MONUMENT
 GA2710_STAMPING: CALF AZI 1964
 GA2710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2710
 GA2710  HISTORY     - Date     Condition        Report By
 GA2710  HISTORY     - 1964     MONUMENTED       TNHD
 GA2710  HISTORY     - 1965     GOOD             TNHD
 GA2710
 GA2710                          STATION DESCRIPTION
 GA2710
 GA2710'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2710'2.8 MI SW FROM ARTHUR.
 GA2710'FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON STATE HIGHWAY 63
 GA2710'FOR 2.75 MILES TO THE MARK ON THE LEFT, 16 FEET NORTH OF THE
 GA2710'APPROXIMATE CENTER OF STATE ROUTE 63, 12 FEET WEST OF A MULBERRY
 GA2710'TREE AND 2.5 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2710'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2710'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED CALF AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2709 ***********************************************************************
 GA2709  DESIGNATION -  CALF RM 1
 GA2709  PID         -  GA2709
 GA2709  STATE/COUNTY-  TN/CLAIBORNE
 GA2709  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2709
 GA2709                         *CURRENT SURVEY CONTROL
 GA2709  ___________________________________________________________________
 GA2709* NAD 83(1986)-  36 31 35.     (N)    083 42 08.     (W)     SCALED    
 GA2709* NAVD 88     -       391.506  (meters)    1284.47   (feet)  ADJUSTED  
 GA2709  ___________________________________________________________________
 GA2709  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2709  DYNAMIC HT  -         391.158 (meters)    1283.32  (feet)  COMP
 GA2709  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GA2709
 GA2709  VERT ORDER  -  SECOND    CLASS 0
 GA2709
 GA2709.The horizontal coordinates were scaled from a topographic map and have
 GA2709.an estimated accuracy of +/- 6 seconds.
 GA2709
 GA2709.The orthometric height was determined by differential leveling
 GA2709.and adjusted by the National Geodetic Survey in June 1991..
 GA2709
 GA2709.The geoid height was determined by GEOID03.
 GA2709
 GA2709.The dynamic height is computed by dividing the NAVD 88
 GA2709.geopotential number by the normal gravity value computed on the
 GA2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2709.degrees latitude (g = 980.6199 gals.).
 GA2709
 GA2709.The modeled gravity was interpolated from observed gravity values.
 GA2709
 GA2709;                    North         East    Units  Estimated Accuracy
 GA2709;SPC TN       -   245,740.      805,780.      MT  (+/- 180 meters Scaled)
 GA2709
 GA2709                          SUPERSEDED SURVEY CONTROL
 GA2709
 GA2709  NGVD 29 (??/??/92)  391.650  (m)         1284.94   (f) ADJ UNCH    2 0
 GA2709
 GA2709.Superseded values are not recommended for survey control.
 GA2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2709.See file dsdata.txt to determine how the superseded data were derived.
 GA2709
 GA2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA580457(NAD 83)
 GA2709_MARKER: DR = REFERENCE MARK DISK
 GA2709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2709_SP_SET: MONUMENT
 GA2709_STAMPING: CALF RM 1 1964
 GA2709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2709
 GA2709  HISTORY     - Date     Condition        Report By
 GA2709  HISTORY     - 1964     MONUMENTED       TNHD
 GA2709  HISTORY     - 1965     GOOD             TNHD
 GA2709
 GA2709                          STATION DESCRIPTION
 GA2709
 GA2709'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2709'2.8 MI SW FROM ARTHUR.
 GA2709'THIS MARK IS LOCATED AT THE CALF 1964 STATION SITE, 12 FEET
 GA2709'WEST OF A GRAVELED ROAD AND 10 FEET EAST OF A FENCE.  THE MARK
 GA2709'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 GA2709'A 10-INCH SQUARE, CONCRETE MONUMENT, STAMPED CALF RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2707 ***********************************************************************
 GA2707  DESIGNATION -  CALF RM 2
 GA2707  PID         -  GA2707
 GA2707  STATE/COUNTY-  TN/CLAIBORNE
 GA2707  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2707
 GA2707                         *CURRENT SURVEY CONTROL
 GA2707  ___________________________________________________________________
 GA2707* NAD 83(1986)-  36 31 35.     (N)    083 42 08.     (W)     SCALED    
 GA2707* NAVD 88     -       392.788  (meters)    1288.67   (feet)  ADJUSTED  
 GA2707  ___________________________________________________________________
 GA2707  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2707  DYNAMIC HT  -         392.439 (meters)    1287.53  (feet)  COMP
 GA2707  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GA2707
 GA2707  VERT ORDER  -  SECOND    CLASS 0
 GA2707
 GA2707.The horizontal coordinates were scaled from a topographic map and have
 GA2707.an estimated accuracy of +/- 6 seconds.
 GA2707
 GA2707.The orthometric height was determined by differential leveling
 GA2707.and adjusted by the National Geodetic Survey in June 1991..
 GA2707
 GA2707.The geoid height was determined by GEOID03.
 GA2707
 GA2707.The dynamic height is computed by dividing the NAVD 88
 GA2707.geopotential number by the normal gravity value computed on the
 GA2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2707.degrees latitude (g = 980.6199 gals.).
 GA2707
 GA2707.The modeled gravity was interpolated from observed gravity values.
 GA2707
 GA2707;                    North         East    Units  Estimated Accuracy
 GA2707;SPC TN       -   245,740.      805,780.      MT  (+/- 180 meters Scaled)
 GA2707
 GA2707                          SUPERSEDED SURVEY CONTROL
 GA2707
 GA2707  NGVD 29 (??/??/92)  392.932  (m)         1289.14   (f) ADJ UNCH    2 0
 GA2707
 GA2707.Superseded values are not recommended for survey control.
 GA2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2707.See file dsdata.txt to determine how the superseded data were derived.
 GA2707
 GA2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA580457(NAD 83)
 GA2707_MARKER: DD = SURVEY DISK
 GA2707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2707_SP_SET: MONUMENT
 GA2707_STAMPING: CALF RM 2 1964
 GA2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2707
 GA2707  HISTORY     - Date     Condition        Report By
 GA2707  HISTORY     - 1964     MONUMENTED       TNHD
 GA2707  HISTORY     - 1965     GOOD             TNHD
 GA2707
 GA2707                          STATION DESCRIPTION
 GA2707
 GA2707'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2707'2.8 MI SW FROM ARTHUR.
 GA2707'THIS MARK IS LOCATED AT THE CALF 1964 STATION SITE, 21.6 FEET
 GA2707'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 10 FEET EAST
 GA2707'OF A TELEPHONE POLE AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 GA2707'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2707'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2707'CALF RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0543 ***********************************************************************
 FD0543  DESIGNATION -  CALLIE
 FD0543  PID         -  FD0543
 FD0543  STATE/COUNTY-  TN/WILLIAMSON
 FD0543  USGS QUAD   -  BETHESDA (1982)
 FD0543
 FD0543                         *CURRENT SURVEY CONTROL
 FD0543  ___________________________________________________________________
 FD0543* NAD 83(1995)-  35 49 39.65230(N)    086 50 02.75111(W)     ADJUSTED  
 FD0543* NAVD 88     -       284.473  (meters)     933.31   (feet)  ADJUSTED  
 FD0543  ___________________________________________________________________
 FD0543  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD0543  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0543  DYNAMIC HT  -         284.221 (meters)     932.48  (feet)  COMP
 FD0543  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0543
 FD0543  HORZ ORDER  -  SECOND
 FD0543  VERT ORDER  -  SECOND    CLASS 0
 FD0543
 FD0543.The horizontal coordinates were established by classical geodetic methods
 FD0543.and adjusted by the National Geodetic Survey in April 1999..
 FD0543
 FD0543.The orthometric height was determined by differential leveling
 FD0543.and adjusted by the National Geodetic Survey in June 1991..
 FD0543
 FD0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0543
 FD0543.The geoid height was determined by GEOID03.
 FD0543
 FD0543.The dynamic height is computed by dividing the NAVD 88
 FD0543.geopotential number by the normal gravity value computed on the
 FD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0543.degrees latitude (g = 980.6199 gals.).
 FD0543
 FD0543.The modeled gravity was interpolated from observed gravity values.
 FD0543
 FD0543;                    North         East     Units Scale Factor Converg.
 FD0543;SPC TN       -   166,117.510   524,636.223   MT  0.99994841   -0 29 17.9
 FD0543;SPC TN       -   545,003.86  1,721,244.01   sFT  0.99994841   -0 29 17.9
 FD0543;UTM  16      - 3,964,848.753   514,984.863   MT  0.99960277   +0 05 49.6
 FD0543
 FD0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0543!SPC TN       -   0.99995982  x   0.99994841  =   0.99990823
 FD0543!UTM  16      -   0.99995982  x   0.99960277  =   0.99956260
 FD0543
 FD0543:                Primary Azimuth Mark                     Grid Az
 FD0543:SPC TN       -  HARPETH                                  003 32 12.7
 FD0543:UTM  16      -  HARPETH                                  002 57 05.2
 FD0543
 FD0543|---------------------------------------------------------------------|
 FD0543| PID    Reference Object                     Distance      Geod. Az  |
 FD0543|                                                           dddmmss.s |
 FD0543| FD0536 HARPETH                             APPROX. 7.3 KM 0030254.8 |
 FD0543| FD0544 CALLIE RM 1                           6.670 METERS 11418     |
 FD0543| FD0545 CALLIE RM 2                           6.072 METERS 17256     |
 FD0543|---------------------------------------------------------------------|
 FD0543
 FD0543                          SUPERSEDED SURVEY CONTROL
 FD0543
 FD0543  NAD 83(1995)-  35 49 39.65435(N)    086 50 02.75216(W) AD(       ) 2
 FD0543  NAD 83(1986)-  35 49 39.66286(N)    086 50 02.75326(W) AD(       ) 2
 FD0543  NAD 27      -  35 49 39.41990(N)    086 50 02.75100(W) AD(       ) 2
 FD0543  NGVD 29 (??/??/92)  284.452  (m)          933.24   (f) ADJ UNCH    2 0
 FD0543
 FD0543.Superseded values are not recommended for survey control.
 FD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0543.See file dsdata.txt to determine how the superseded data were derived.
 FD0543
 FD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1498564849(NAD 83)
 FD0543_MARKER: DE = TRAVERSE STATION DISK
 FD0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0543_STAMPING: CALLIE 1960
 FD0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0543
 FD0543  HISTORY     - Date     Condition        Report By
 FD0543  HISTORY     - 1960     MONUMENTED       CGS
 FD0543  HISTORY     - 1960     GOOD             CGS
 FD0543
 FD0543                          STATION DESCRIPTION
 FD0543
 FD0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0543'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF FRANKLIN, ON THE
 FD0543'WESTERN SLOPE OF THE
 FD0543'HILLSIDE AND AT THE CREST OF DIVIDE IN THE SADDLE BETWEEN
 FD0543'PROMINENT TIMBERED HILLS
 FD0543'TO THE EAST AND THE WEST.  THE PROPERTY IS
 FD0543'OWNED BY MR JERRY WATKINS.
 FD0543'
 FD0543'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO SOUTHEAST
 FD0543'ON U S HIGHWAY NO 431
 FD0543'FOR 4.9 MILES TO GOOSE CREEK ROAD ON THE LEFT,
 FD0543'CONTINUE SOUTH ON U S HIGHWAY NO
 FD0543'431 FOR 2.6 MILES TO A SIDE ROAD
 FD0543'LEFT, TURN LEFT, EAST, ON NARROW GRAVELED ROAD FOR
 FD0543'0.8 MILE TO FORKS,
 FD0543'TURN LEFT, NORTHEAST, FOR 0.05 MILE TO FORKS, TURN RIGHT, EAST, ON
 FD0543'TRACK ROAD FOR
 FD0543'0.35 MILE TO A HOUSE ON THE LEFT, CONTINUE NORTHEAST
 FD0543'ALONG CREEK BED FOR 0.2 MILE TO
 FD0543'AN OLD DESERTED HOUSE AND BARN AND
 FD0543'THE END OF TRUCK TRAVEL, PACK NORTHEAST FOR ABOUT
 FD0543'200 YARDS TO THE
 FD0543'STATION.
 FD0543'
 FD0543'STATION MARK IS 13 FEET SOUTHWEST OF A TRIANGLE BLAZED CEDAR TREE AND
 FD0543'3 FEET EAST OF A WITNESS
 FD0543'SIGN.  THE MARK IS A STANDARD TRIANGULATION STATION
 FD0543'DISK BRAZED TO THE TOP OF A 3-INCH
 FD0543'IRON PIPE, PROJECTS 8 INCHES AND
 FD0543'IS STAMPED CALLIE 1960.
 FD0543'
 FD0543'REFERENCE MARK NO 1 IS ABOUT 6 FEET HIGHER THAN THE STATION, SET
 FD0543'FLUSH AND IS STAMPED
 FD0543'CALLIE NO 1 1960.
 FD0543'
 FD0543'REFERENCE MARK NO 2 IS ABOUT 4 FEET HIGHER THAN THE STATION, SET
 FD0543'FLUSH AND IS STAMPED
 FD0543'CALLIE NO 2 1960.
 FD0543'
 FD0543'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 FD0543
 FD0543                          STATION RECOVERY (1960)
 FD0543
 FD0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0543'9 MI SE FROM FRANKLIN.
 FD0543'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON
 FD0543'THE L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY
 FD0543'96, THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST
 FD0543'ON A GRAVELED ROAD, 4.95 MILES SOUTH ON INTERSTATE HIGHWAY 65.
 FD0543'THE STATION IS LOCATED ON THE WESTERN SLOPE OF THE HILLSIDE
 FD0543'AND AT THE CREST OF DIVIDE IN THE SADDLE BETWEEN PROMINENT
 FD0543'TIMBERED HILLS TO THE EAST AND WEST.  THE PROPERTY IS OWNED
 FD0543'BY MR. JERRY WATKINS.  THE STATION MARK IS 13 FT. SOUTHWEST
 FD0543'OF A TRIANGLE BLAZED TREE AND 3 FT. EAST OF A WITNESS SIGN.
 FD0543'THE DISK IS BRAZED TO THE TOP OF A 3 INCH GALVANIZED PIPE
 FD0543'PROJECTING 8 INCHES.  NOTE-- THIS STATION IS 0.6 MILE NORTHEAST
 FD0543'ALONG INTERSTATE HIGHWAY 65 FROM B.M. B 223.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0544 ***********************************************************************
 FD0544  DESIGNATION -  CALLIE RM 1
 FD0544  PID         -  FD0544
 FD0544  STATE/COUNTY-  TN/WILLIAMSON
 FD0544  USGS QUAD   -  BETHESDA (1982)
 FD0544
 FD0544                         *CURRENT SURVEY CONTROL
 FD0544  ___________________________________________________________________
 FD0544* NAD 83(1986)-  35 49 39.     (N)    086 50 02.     (W)     SCALED    
 FD0544* NAVD 88     -       286.993  (meters)     941.58   (feet)  ADJUSTED  
 FD0544  ___________________________________________________________________
 FD0544  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0544  DYNAMIC HT  -         286.740 (meters)     940.75  (feet)  COMP
 FD0544  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0544
 FD0544  VERT ORDER  -  SECOND    CLASS 0
 FD0544
 FD0544.The horizontal coordinates were scaled from a topographic map and have
 FD0544.an estimated accuracy of +/- 6 seconds.
 FD0544
 FD0544.The orthometric height was determined by differential leveling
 FD0544.and adjusted by the National Geodetic Survey in June 1991..
 FD0544
 FD0544.The geoid height was determined by GEOID03.
 FD0544
 FD0544.The dynamic height is computed by dividing the NAVD 88
 FD0544.geopotential number by the normal gravity value computed on the
 FD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0544.degrees latitude (g = 980.6199 gals.).
 FD0544
 FD0544.The modeled gravity was interpolated from observed gravity values.
 FD0544
 FD0544;                    North         East    Units  Estimated Accuracy
 FD0544;SPC TN       -   166,100.      524,660.      MT  (+/- 180 meters Scaled)
 FD0544
 FD0544                          SUPERSEDED SURVEY CONTROL
 FD0544
 FD0544  NGVD 29 (??/??/92)  286.972  (m)          941.51   (f) ADJ UNCH    2 0
 FD0544
 FD0544.Superseded values are not recommended for survey control.
 FD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0544.See file dsdata.txt to determine how the superseded data were derived.
 FD0544
 FD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE150648(NAD 83)
 FD0544_MARKER: DR = REFERENCE MARK DISK
 FD0544_SETTING: 66 = SET IN ROCK OUTCROP
 FD0544_SP_SET: ROCK OUTCROP
 FD0544_STAMPING: CALLIE NO 1 1960
 FD0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0544+STABILITY: POSITION/ELEVATION WELL
 FD0544
 FD0544  HISTORY     - Date     Condition        Report By
 FD0544  HISTORY     - 1960     MONUMENTED       CGS
 FD0544
 FD0544                          STATION DESCRIPTION
 FD0544
 FD0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0544'9 MI SE FROM FRANKLIN.
 FD0544'THIS MARK IS LOCATED AT THE CALLIE 1960 STATION SITE, 21.8 FT.
 FD0544'EAST OF THE STATION MARK, AND ABOUT 6 FT. HIGHER THAN THE
 FD0544'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 FD0544'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0545 ***********************************************************************
 FD0545  DESIGNATION -  CALLIE RM 2
 FD0545  PID         -  FD0545
 FD0545  STATE/COUNTY-  TN/WILLIAMSON
 FD0545  USGS QUAD   -  BETHESDA (1982)
 FD0545
 FD0545                         *CURRENT SURVEY CONTROL
 FD0545  ___________________________________________________________________
 FD0545* NAD 83(1986)-  35 49 39.     (N)    086 50 02.     (W)     SCALED    
 FD0545* NAVD 88     -       285.744  (meters)     937.48   (feet)  ADJUSTED  
 FD0545  ___________________________________________________________________
 FD0545  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0545  DYNAMIC HT  -         285.492 (meters)     936.65  (feet)  COMP
 FD0545  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0545
 FD0545  VERT ORDER  -  SECOND    CLASS 0
 FD0545
 FD0545.The horizontal coordinates were scaled from a topographic map and have
 FD0545.an estimated accuracy of +/- 6 seconds.
 FD0545
 FD0545.The orthometric height was determined by differential leveling
 FD0545.and adjusted by the National Geodetic Survey in June 1991..
 FD0545
 FD0545.The geoid height was determined by GEOID03.
 FD0545
 FD0545.The dynamic height is computed by dividing the NAVD 88
 FD0545.geopotential number by the normal gravity value computed on the
 FD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0545.degrees latitude (g = 980.6199 gals.).
 FD0545
 FD0545.The modeled gravity was interpolated from observed gravity values.
 FD0545
 FD0545;                    North         East    Units  Estimated Accuracy
 FD0545;SPC TN       -   166,100.      524,660.      MT  (+/- 180 meters Scaled)
 FD0545
 FD0545                          SUPERSEDED SURVEY CONTROL
 FD0545
 FD0545  NGVD 29 (??/??/92)  285.723  (m)          937.41   (f) ADJ UNCH    2 0
 FD0545
 FD0545.Superseded values are not recommended for survey control.
 FD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0545.See file dsdata.txt to determine how the superseded data were derived.
 FD0545
 FD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE150648(NAD 83)
 FD0545_MARKER: DR = REFERENCE MARK DISK
 FD0545_SETTING: 66 = SET IN ROCK OUTCROP
 FD0545_SP_SET: ROCK OUTCROP
 FD0545_STAMPING: CALLIE NO 2 1960
 FD0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0545+STABILITY: POSITION/ELEVATION WELL
 FD0545
 FD0545  HISTORY     - Date     Condition        Report By
 FD0545  HISTORY     - 1960     MONUMENTED       CGS
 FD0545
 FD0545                          STATION DESCRIPTION
 FD0545
 FD0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0545'9 MI SE FROM FRANKLIN.
 FD0545'THIS MARK IS LOCATED AT THE CALLIE 1960 STATION SITE, 20 FT.
 FD0545'SOUTH OF THE STATION MARK AND ABOUT 4 FT. HIGHER THAT THE
 FD0545'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 FD0545'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0804 ***********************************************************************
 GB0804  DESIGNATION -  CAMAND
 GB0804  PID         -  GB0804
 GB0804  STATE/COUNTY-  TN/ANDERSON
 GB0804  USGS QUAD   -  LAKE CITY (1973)
 GB0804
 GB0804                         *CURRENT SURVEY CONTROL
 GB0804  ___________________________________________________________________
 GB0804* NAD 83(1995)-  36 14 21.63547(N)    084 10 23.30485(W)     ADJUSTED  
 GB0804* NAVD 88     -       274.461  (meters)     900.46   (feet)  ADJUSTED  
 GB0804  ___________________________________________________________________
 GB0804  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 GB0804  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0804  DYNAMIC HT  -         274.215 (meters)     899.65  (feet)  COMP
 GB0804  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0804
 GB0804  HORZ ORDER  -  SECOND
 GB0804  VERT ORDER  -  SECOND    CLASS 0
 GB0804
 GB0804.The horizontal coordinates were established by classical geodetic methods
 GB0804.and adjusted by the National Geodetic Survey in April 1999..
 GB0804
 GB0804.The orthometric height was determined by differential leveling
 GB0804.and adjusted by the National Geodetic Survey in June 1991..
 GB0804
 GB0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0804
 GB0804.The geoid height was determined by GEOID03.
 GB0804
 GB0804.The dynamic height is computed by dividing the NAVD 88
 GB0804.geopotential number by the normal gravity value computed on the
 GB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0804.degrees latitude (g = 980.6199 gals.).
 GB0804
 GB0804.The modeled gravity was interpolated from observed gravity values.
 GB0804
 GB0804;                    North         East     Units Scale Factor Converg.
 GB0804;SPC TN       -   213,004.835   764,203.342   MT  0.99997335   +1 04 10.3
 GB0804;SPC TN       -   698,833.36  2,507,223.80   sFT  0.99997335   +1 04 10.3
 GB0804;UTM  16      - 4,014,202.096   754,037.361   MT  1.00039522   +1 40 19.3
 GB0804
 GB0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0804!SPC TN       -   0.99996164  x   0.99997335  =   0.99993499
 GB0804!UTM  16      -   0.99996164  x   1.00039522  =   1.00035685
 GB0804
 GB0804:                Primary Azimuth Mark                     Grid Az
 GB0804:SPC TN       -  CAMAND AZ MK                             119 29 06.7
 GB0804:UTM  16      -  CAMAND AZ MK                             118 52 57.7
 GB0804
 GB0804|---------------------------------------------------------------------|
 GB0804| PID    Reference Object                     Distance      Geod. Az  |
 GB0804|                                                           dddmmss.s |
 GB0804| DB8920 CAMAND AZ MK                                       1203317.0 |
 GB0804| GB0803 CAMAND RM 2                           4.767 METERS 16059     |
 GB0804| DB8921 CAMAND RM 1                           9.395 METERS 33756     |
 GB0804| DB8922 CAMAND RM 3                           3.491 METERS 35700     |
 GB0804|---------------------------------------------------------------------|
 GB0804
 GB0804                          SUPERSEDED SURVEY CONTROL
 GB0804
 GB0804  NAD 83(1995)-  36 14 21.63858(N)    084 10 23.30900(W) AD(       ) 2
 GB0804  NAD 83(1995)-  36 14 21.63980(N)    084 10 23.30938(W) AD(       ) 2
 GB0804  NAD 83(1986)-  36 14 21.64661(N)    084 10 23.30491(W) AD(       ) 2
 GB0804  NAD 27      -  36 14 21.37185(N)    084 10 23.58543(W) AD(       ) 2
 GB0804  NGVD 29 (??/??/92)  274.573  (m)          900.83   (f) ADJ UNCH    2 0
 GB0804
 GB0804.Superseded values are not recommended for survey control.
 GB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0804.See file dsdata.txt to determine how the superseded data were derived.
 GB0804
 GB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5403714202(NAD 83)
 GB0804_MARKER: DD = SURVEY DISK
 GB0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0804_STAMPING: CAMAND 1964
 GB0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0804+STABILITY: SURFACE MOTION
 GB0804
 GB0804  HISTORY     - Date     Condition        Report By
 GB0804  HISTORY     - 1964     MONUMENTED       TNHD
 GB0804  HISTORY     - 1965     GOOD             TNHD
 GB0804  HISTORY     - 1979     GOOD             NGS
 GB0804
 GB0804                          STATION DESCRIPTION
 GB0804
 GB0804'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0804'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LAKE CITY.
 GB0804'
 GB0804'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB0804'U. S.  HIGHWAY 25W, GO
 GB0804'0.8 MILE NORTHWEST ON INTERSTATE HIGHWAY 75 TO THE
 GB0804'STATION ON THE LEFT.
 GB0804'
 GB0804'THE STATION IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB0804'BRIDGE, 16 FEET SOUTHWEST OF
 GB0804'AN 18-INCH MAPLE TREE AND 2.9 FEET NORTHEAST OF A
 GB0804'WITNESS POST.  THE SURFACE AND
 GB0804'UNDERGROUND MARKS ARE STANDARD
 GB0804'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0804'ARE STAMPED CAMAND
 GB0804'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0804'THE SURFACE DISK
 GB0804'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0804'MONUMENT.
 GB0804'
 GB0804'REFERENCE MARK NO. 1 IS 33 FEET NORTHWEST OF A 18-INCH MAPLE TREE.
 GB0804'IT IS A STANDARD
 GB0804'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0804'FLUSH, CONCRETE MONUMENT
 GB0804'AND THE DISK IS STAMPED CAMAND RM-1 1964.
 GB0804'
 GB0804'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE EDGE OF THE CUT BANK OF A
 GB0804'CREEK, 24 FEET SOUTH OF AN
 GB0804'18-INCH MAPLE TREE AND 22 FEET NORTHWEST OF AN
 GB0804'18-INCH ELM TREE .  IT IS A
 GB0804'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0804'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0804'MONUMENT AND THE DISK
 GB0804'IS STAMPED CAMAND RM-2 1964.
 GB0804'
 GB0804'THE TRAVERSE GROUND STATION PRUETT 1961 AND/OR VASP WILL WILL SERVE
 GB0804'AS THE AZIMUTH MARK
 GB0804'
 GB0804'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0804'
 GB0804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB0804
 GB0804                          STATION RECOVERY (1965)
 GB0804
 GB0804'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0804'2 MI NW FROM LAKE CITY.
 GB0804'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY 25W,
 GB0804'GO 0.8 MILES NORTHWEST ON INTERSTATE HIGHWAY 75 TO THE STATION
 GB0804'ON THE LEFT, 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB0804'BRIDGE, 16 FEET SOUTHWEST OF AN 18-INCH MAPLE TREE AND 2.9
 GB0804'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0804'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0804'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED CAMAND 1964.
 GB0804
 GB0804                          STATION RECOVERY (1979)
 GB0804
 GB0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB0804'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GB0804'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED
 GB0804'DESTROYED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 GB0804'WAS FOUND TO BE IN ERROR BY 3 MINUTES AND 32 SECONDS.  REFERENCE
 GB0804'MARK 3 AND AN AZIMUTH MARK WERE SET AT THIS TIME.  A NEW DESCRIPTION
 GB0804'FOLLOWS--
 GB0804'
 GB0804'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LAKE CITY, ON THE
 GB0804'WEST SIDE OF I 75, 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GB0804'CONCRETE BRIDGE, 16 FEET SOUTHWEST OF A 30 INCH MAPLE TREE, 1 FOOT
 GB0804'EAST OF A METAL WITNESS POST AND 8 FEET SOUTHEAST OF A FENCE.  IT IS
 GB0804'A STANDARD THD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 GB0804'FLUSH WITH THE GROUND AND STAMPED---CAMAND 1964---.
 GB0804'
 GB0804'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB0804'U.S. HIGHWAY 25 W AT THE NORTH EDGE OF LAKE CITY, GO NORTHWEST ON
 GB0804'I 75 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GB0804'NORTHWEST ON I 75 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 GB0804'
 GB0804'REFERENCE MARK 2 IS A STANDARD THD DISK SET IN A SQUARE CONCRETE
 GB0804'POST FLUSH WITH THE GROUND, 33 FEET NORTHWEST OF THE MAPLE TREE, AND
 GB0804'24 FEET SOUTHWEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GB0804'IS STAMPED---CAMAND RM-2 1964---
 GB0804'
 GB0804'REFERENCE MARK 3 IS 1 FOOT NORTHWEST OF THE FENCE AND 14 FEET WEST
 GB0804'OF THE MAPLE TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GB0804'STAMPED---CAMAND THD 1964 NO 3 1979---
 GB0804'
 GB0804'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 2
 GB0804'FEET EAST OF EAST EDGE OF PAVEMENT FOR PULL OFF LANE AND 12 FEET
 GB0804'SOUTHEAST OF EAST EDGE OF NORTH BOUND LANE OF I 75.  THE MONUMENT
 GB0804'IS FLUSH AND THE DISK IS STAMPED---CAMAND THD 1964 1979---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0803 ***********************************************************************
 GB0803  DESIGNATION -  CAMAND RM 2
 GB0803  PID         -  GB0803
 GB0803  STATE/COUNTY-  TN/ANDERSON
 GB0803  USGS QUAD   -  LAKE CITY (1973)
 GB0803
 GB0803                         *CURRENT SURVEY CONTROL
 GB0803  ___________________________________________________________________
 GB0803* NAD 83(1986)-  36 14 22.     (N)    084 10 24.     (W)     SCALED    
 GB0803* NAVD 88     -       274.462  (meters)     900.46   (feet)  ADJUSTED  
 GB0803  ___________________________________________________________________
 GB0803  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0803  DYNAMIC HT  -         274.216 (meters)     899.66  (feet)  COMP
 GB0803  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB0803
 GB0803  VERT ORDER  -  SECOND    CLASS 0
 GB0803
 GB0803.The horizontal coordinates were scaled from a topographic map and have
 GB0803.an estimated accuracy of +/- 6 seconds.
 GB0803
 GB0803.The orthometric height was determined by differential leveling
 GB0803.and adjusted by the National Geodetic Survey in June 1991..
 GB0803
 GB0803.The geoid height was determined by GEOID03.
 GB0803
 GB0803.The dynamic height is computed by dividing the NAVD 88
 GB0803.geopotential number by the normal gravity value computed on the
 GB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0803.degrees latitude (g = 980.6199 gals.).
 GB0803
 GB0803.The modeled gravity was interpolated from observed gravity values.
 GB0803
 GB0803;                    North         East    Units  Estimated Accuracy
 GB0803;SPC TN       -   213,020.      764,190.      MT  (+/- 180 meters Scaled)
 GB0803
 GB0803                          SUPERSEDED SURVEY CONTROL
 GB0803
 GB0803  NGVD 29 (??/??/??)  274.62   (m)          901.0    (f) RESET       3  
 GB0803
 GB0803.Superseded values are not recommended for survey control.
 GB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0803.See file dsdata.txt to determine how the superseded data were derived.
 GB0803
 GB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540142(NAD 83)
 GB0803_MARKER: DR = REFERENCE MARK DISK
 GB0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0803_STAMPING: CAMAND RM 2 1964
 GB0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0803+STABILITY: SURFACE MOTION
 GB0803
 GB0803  HISTORY     - Date     Condition        Report By
 GB0803  HISTORY     - 1964     MONUMENTED       TNHD
 GB0803  HISTORY     - 1965     GOOD             TNHD
 GB0803
 GB0803                          STATION DESCRIPTION
 GB0803
 GB0803'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0803'2 MI NW FROM LAKE CITY.
 GB0803'THE MARK IS LOCATED AT THE CAMAND 1964 STATION SITE, 26 FEET
 GB0803'WEST OF THE EDGE OF A CREEK BANK, 24 FEET SOUTH OF AN 18-INCH
 GB0803'MAPLE TREE AND 22 FEET NORTHWEST OF AN 18-INCH ELM TREE.  THE
 GB0803'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0803'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED CAMAND
 GB0803'RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1475 ***********************************************************************
 GD1475  DESIGNATION -  CAMDEN MUNICIPAL TANK
 GD1475  PID         -  GD1475
 GD1475  STATE/COUNTY-  TN/BENTON
 GD1475  USGS QUAD   -  CAMDEN (1984)
 GD1475
 GD1475                         *CURRENT SURVEY CONTROL
 GD1475  ___________________________________________________________________
 GD1475* NAD 83(1995)-  36 03 48.19279(N)    088 05 46.70753(W)     ADJUSTED  
 GD1475* NAVD 88     -                                                        
 GD1475  ___________________________________________________________________
 GD1475  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GD1475  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1475
 GD1475  HORZ ORDER  -  THIRD
 GD1475
 GD1475.The horizontal coordinates were established by classical geodetic methods
 GD1475.and adjusted by the National Geodetic Survey in April 1999..
 GD1475
 GD1475
 GD1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1475
 GD1475.The geoid height was determined by GEOID03.
 GD1475
 GD1475;                    North         East     Units Scale Factor Converg.
 GD1475;SPC TN       -   193,971.002   411,163.222   MT  0.99995638   -1 13 38.1
 GD1475;SPC TN       -   636,386.53  1,348,958.00   sFT  0.99995638   -1 13 38.1
 GD1475;UTM  16      - 3,991,535.107   401,269.664   MT  0.99972011   -0 38 43.5
 GD1475
 GD1475                          SUPERSEDED SURVEY CONTROL
 GD1475
 GD1475  NAD 83(1995)-  36 03 48.19514(N)    088 05 46.71284(W) AD(       ) 4
 GD1475  NAD 83(1995)-  36 03 48.19481(N)    088 05 46.71397(W) AD(       ) 4
 GD1475  NAD 83(1986)-  36 03 48.20247(N)    088 05 46.70821(W) AD(       ) 4
 GD1475  NAD 27      -  36 03 47.99000(N)    088 05 46.57400(W) AD(       ) 3
 GD1475
 GD1475.Superseded values are not recommended for survey control.
 GD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1475.See file dsdata.txt to determine how the superseded data were derived.
 GD1475
 GD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0127091535(NAD 83)
 GD1475_MARKER: 53 = ELEVATED TANK
 GD1475
 GD1475  HISTORY     - Date     Condition        Report By
 GD1475  HISTORY     - 1952     FIRST OBSERVED   CGS
 GD1475  HISTORY     - 1968     GOOD             CGS
 GD1475  HISTORY     - 1971     GOOD             LOCENG
 GD1475  HISTORY     - 1986     GOOD             USPSQD
 GD1475
 GD1475                          STATION DESCRIPTION
 GD1475
 GD1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1475'THE STATION IS A BALL AT THE TOP OF THE MUNICIPAL WATER TANK LOCATED
 GD1475'IN THE NORTH SECTION OF CAMDEN ABOUT 150 FEET EAST OF STATE HIGHWAY
 GD1475'69.  IT IS A FOUR-LEGGED STRUCTURE ABOUT 125 FEET HIGH, BUILT OF
 GD1475'STEEL AND IS PAINTED SILVER.
 GD1475
 GD1475                          STATION RECOVERY (1968)
 GD1475
 GD1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1475'THIS STATION WAS RECOVERED AND IS THE SAME TANK INTERSECTED IN 1952.
 GD1475'
 GD1475'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1475'
 GD1475'THE STATION IS ABOUT 0.3 OF A MILE NORTH OF THE BENTON COUNTY
 GD1475'COURTHOUSE IN CAMDEN, IS A SMALL PLOT OF LAND SURROUNDED BY A CHAIN
 GD1475'LINK FENCE ABOUT 150 FEET EAST OF STATE ROUTE 69 (FORREST AVENUE).
 GD1475'IT IS 290 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD1475'OF HALL AVENUE AND LOCKHART STREET, AND 37 FEET WEST OF THE
 GD1475'APPROXIMATE CENTER OF HALL AVENUE.
 GD1475'
 GD1475'IT IS A FOUR-LEGGED STEEL TRUSS STRUCTURE SUPPORTING THE TANK
 GD1475'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, IS
 GD1475'PAINTED SILVER WITH THE LEGEND CAMDEN IN BLACK LETTERS ON THE SOUTH
 GD1475'SIDE, AND HAS AN OVER-ALL HEIGHT OF 125 FEET.
 GD1475'
 GD1475'THE BALL FINIAL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 GD1475'
 GD1475'NOTE--THERE IS A NEW WATER TANK ABOUT 0.75 OF A MILE SOUTH-SOUTHWEST
 GD1475'FROM THE STATION TANK, WHICH IS A LARGE ELIPSODAL TANK SUPPORTED BY
 GD1475'SIX TUBULAR STEEL LEGS.
 GD1475
 GD1475                          STATION RECOVERY (1971)
 GD1475
 GD1475'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1475'CAMDEN TANK RECOVERED IN GOOD CONDITION.
 GD1475'
 GD1475'TANK IN GOOD CONDITION.
 GD1475'
 GD1475'DISTANCE AND DIRECTION FROM NEAREST TOWN IN TOWN OF CAMDEN.
 GD1475
 GD1475                          STATION RECOVERY (1986)
 GD1475
 GD1475'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2440 ***********************************************************************
 FB2440  DESIGNATION -  CAMMERER
 FB2440  PID         -  FB2440
 FB2440  STATE/COUNTY-  TN/COCKE
 FB2440  USGS QUAD   -  HARTFORD (1968)
 FB2440
 FB2440                         *CURRENT SURVEY CONTROL
 FB2440  ___________________________________________________________________
 FB2440* NAD 83(1995)-  35 45 47.79311(N)    083 09 42.45783(W)     ADJUSTED  
 FB2440* NAVD 88     -      1498.5    (meters)    4916.     (feet)  VERTCON   
 FB2440  ___________________________________________________________________
 FB2440  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FB2440  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FB2440
 FB2440  HORZ ORDER  -  SECOND
 FB2440
 FB2440.The horizontal coordinates were established by classical geodetic methods
 FB2440.and adjusted by the National Geodetic Survey in April 1999..
 FB2440
 FB2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2440
 FB2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2440
 FB2440.The geoid height was determined by GEOID03.
 FB2440
 FB2440;                    North         East     Units Scale Factor Converg.
 FB2440;SPC TN       -   162,371.867   856,616.715   MT  0.99994916   +1 39 41.8
 FB2440;SPC TN       -   532,715.03  2,810,416.67   sFT  0.99994916   +1 39 41.8
 FB2440;UTM  17      - 3,959,848.155   304,567.215   MT  1.00007067   -1 15 49.8
 FB2440
 FB2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2440!SPC TN       -   0.99976950  x   0.99994916  =   0.99971867
 FB2440!UTM  17      -   0.99976950  x   1.00007067  =   0.99984015
 FB2440
 FB2440:                Primary Azimuth Mark                     Grid Az
 FB2440:SPC TN       -  HART RESET                               014 18 12.2
 FB2440:UTM  17      -  HART RESET                               017 13 43.8
 FB2440
 FB2440|---------------------------------------------------------------------|
 FB2440| PID    Reference Object                     Distance      Geod. Az  |
 FB2440|                                                           dddmmss.s |
 FB2440| FB1411 HART RESET                          APPROX. 5.7 KM 0155754.0 |
 FB2440| FB2445 SHARP TOP                            46.728 METERS 05159     |
 FB2440| FB2444 MT CAMMERER LOOKOUT TOWER            51.409 METERS 05621     |
 FB2440| CZ4716 CAMMERER RM 1                         4.051 METERS 25313     |
 FB2440|---------------------------------------------------------------------|
 FB2440
 FB2440                          SUPERSEDED SURVEY CONTROL
 FB2440
 FB2440  NAD 83(1995)-  35 45 47.79807(N)    083 09 42.46294(W) AD(       ) 2
 FB2440  NAD 83(1986)-  35 45 47.80356(N)    083 09 42.45850(W) AD(       ) 2
 FB2440  NAD 27      -  35 45 47.45010(N)    083 09 42.91580(W) AD(       ) 2
 FB2440  NGVD 29 (07/19/86) 1498.6    (m)         4917.     (f) VERT ANG       
 FB2440
 FB2440.Superseded values are not recommended for survey control.
 FB2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2440.See file dsdata.txt to determine how the superseded data were derived.
 FB2440
 FB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0456759848(NAD 83)
 FB2440_MARKER: DS = TRIANGULATION STATION DISK
 FB2440_SETTING: 80 = SET IN A BOULDER
 FB2440_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FB2440
 FB2440  HISTORY     - Date     Condition        Report By
 FB2440  HISTORY     - 1961     MONUMENTED       CGS
 FB2440
 FB2440                          STATION DESCRIPTION
 FB2440
 FB2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2440'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF COSBY, 4 MILES
 FB2440'SOUTH OF HARTFORD AND ON MT. CAMMERER.
 FB2440'
 FB2440'TO REACH THE STATION FROM THE POST OFFICE IN COSBY, GO SOUTHERLY ON
 FB2440'STATE HIGHWAY 32 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAYS
 FB2440'73 AND 32, CONTINUE SOUTHERLY ON STATE HIGHWAY 32 FOR 1.2 MILES TO A
 FB2440'SHELL SERVICE STATION ON THE LEFT AND A SIDE ROAD ON THE RIGHT AT
 FB2440'SIGN, COSBY ENTRANCE, TURN RIGHT AND GO 0.35 MILE TO A WHITE HOUSE
 FB2440'AND SIGN, COSBY RANGER STATION ON THE LEFT, CONTINUE ON THE
 FB2440'HARD SURFACE ROAD FOR 1.85 MILES TO A SIDE ROAD ON THE RIGHT AT SIGN,
 FB2440'CAMPGROUND ENTRANCE, AN OUTDOOR THEATER ON THE LEFT, CONTINUE
 FB2440'STRAIGHT AHEAD AND GO 0.2 MILE TO A SIDE ROAD ON THE LEFT AND
 FB2440'SIGN, LOW GAP TRAIL, AT THIS POINT A JEEP IS NECESSARY. TURN LEFT AND
 FB2440'GO 0.45 MILE TO A FORK AND ANOTHER SIGN, LOW GAP TRAIL, KEEP LEFT
 FB2440'AND GO 2.25 MILES TO A SADDLE IN MOUNTAINS AND SIGN POST, TURN LEFT
 FB2440'AND FOLLOW JEEP TRACK ROAD FOR 2.25 MILES TO A FORK AT SIGN,
 FB2440'MT. CAMMERER FIRE LOOKOUT 1 MILE, KEEP LEFT AS PER SIGN AND GO 0.5
 FB2440'MILE TO THE END OF JEEP TRAVEL. THE LOOKOUT TOWER CAN BE SEEN FROM
 FB2440'THIS POINT. PACK ALONG A TRAIL TO THE LOOKOUT TOWER AND THE
 FB2440'STATION AS DESCRIBED. (JEEP AND 10 MINUTE PACK).
 FB2440'
 FB2440'THE STATION MARK IS A STANDARD DISK, STAMPED CAMMERER 1961, CEMENTED
 FB2440'IN A DRILLED HOLE IN A BOULDER AND SET FLUSH. IT IS 160 FEET WEST
 FB2440'OF THE WEST SIDE OF THE MT. CAMMERER FIRE LOOKOUT, 17 FEET NORTH OF
 FB2440'THE TRAIL LEADING TO THE LOOKOUT AND 13 FEET SOUTH OF THE NORTH
 FB2440'EDGE OF THE CLIFF.
 FB2440'
 FB2440'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CAMMERER NO 1 1961,
 FB2440'CEMENTED IN A DRILLED HOLE IN A BOULDER AND SET FLUSH. IT IS 4
 FB2440'FEET SOUTH OF THE NORTH EDGE OF THE CLIFF AND ABOUT 3 FEET HIGHER
 FB2440'THAN THE STATION MARK.
 FB2440'
 FB2440'REFERENCE MARK NO. 2 IS A U. S. GEOLOGICAL SURVEY DISK, NO STAMPING,
 FB2440'CEMENTED IN A DRILLED HOLE IN A BOULDER AND SET FLUSH. THE
 FB2440'BOULDER PROJECTS ABOUT 3 FEET ON THE NORTH SIDE. IT IS 10.2 FEET WEST
 FB2440'OF THE UP STAIRS DOOR TO LOOKOUT AND 6 FEET WEST OF LOOKOUT
 FB2440'WALKWAY.
 FB2440'
 FB2440'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. TRAVERSE
 FB2440'STATION HART WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FB2440'THEREOF.
 FB2440'
 FB2440'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2463 ***********************************************************************
 GA2463  DESIGNATION -  CAMP
 GA2463  PID         -  GA2463
 GA2463  STATE/COUNTY-  TN/KNOX
 GA2463  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2463
 GA2463                         *CURRENT SURVEY CONTROL
 GA2463  ___________________________________________________________________
 GA2463* NAD 83(1995)-  36 01 30.84039(N)    083 52 56.53641(W)     ADJUSTED  
 GA2463* NAVD 88     -       304.243  (meters)     998.17   (feet)  ADJUSTED  
 GA2463  ___________________________________________________________________
 GA2463  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GA2463  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2463  DYNAMIC HT  -         303.962 (meters)     997.25  (feet)  COMP
 GA2463  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2463
 GA2463  HORZ ORDER  -  SECOND
 GA2463  VERT ORDER  -  SECOND    CLASS 0
 GA2463
 GA2463.The horizontal coordinates were established by classical geodetic methods
 GA2463.and adjusted by the National Geodetic Survey in April 1999..
 GA2463
 GA2463.The orthometric height was determined by differential leveling
 GA2463.and adjusted by the National Geodetic Survey in June 1991..
 GA2463
 GA2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2463
 GA2463.The geoid height was determined by GEOID03.
 GA2463
 GA2463.The dynamic height is computed by dividing the NAVD 88
 GA2463.geopotential number by the normal gravity value computed on the
 GA2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2463.degrees latitude (g = 980.6199 gals.).
 GA2463
 GA2463.The modeled gravity was interpolated from observed gravity values.
 GA2463
 GA2463;                    North         East     Units Scale Factor Converg.
 GA2463;SPC TN       -   189,780.032   790,848.693   MT  0.99995395   +1 14 23.1
 GA2463;SPC TN       -   622,636.65  2,594,642.75   sFT  0.99995395   +1 14 23.1
 GA2463;UTM  17      - 3,990,591.530   240,267.470   MT  1.00043132   -1 41 46.3
 GA2463
 GA2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2463!SPC TN       -   0.99995708  x   0.99995395  =   0.99991103
 GA2463!UTM  17      -   0.99995708  x   1.00043132  =   1.00038838
 GA2463
 GA2463|---------------------------------------------------------------------|
 GA2463| PID    Reference Object                     Distance      Geod. Az  |
 GA2463|                                                           dddmmss.s |
 GA2463| GA2465 CAMP RM 1                            10.345 METERS 15451     |
 GA2463| GA2464 CAMP RM 2                            13.235 METERS 24111     |
 GA2463| GA3550 KNOXVILLE TV STATION WBIR MAST      APPROX. 5.6 KM 2471044.6 |
 GA2463|---------------------------------------------------------------------|
 GA2463
 GA2463                          SUPERSEDED SURVEY CONTROL
 GA2463
 GA2463  NAD 83(1995)-  36 01 30.84624(N)    083 52 56.53595(W) AD(       ) 2
 GA2463  NAD 83(1995)-  36 01 30.84621(N)    083 52 56.53594(W) AD(       ) 2
 GA2463  NAD 83(1995)-  36 01 30.84990(N)    083 52 56.53407(W) AD(       ) 2
 GA2463  NAD 83(1986)-  36 01 30.85525(N)    083 52 56.53219(W) AD(       ) 2
 GA2463  NAD 27      -  36 01 30.55450(N)    083 52 56.87340(W) AD(       ) 2
 GA2463  NGVD 29 (??/??/92)  304.377  (m)          998.61   (f) ADJ UNCH    2 0
 GA2463
 GA2463.Superseded values are not recommended for survey control.
 GA2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2463.See file dsdata.txt to determine how the superseded data were derived.
 GA2463
 GA2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4026790592(NAD 83)
 GA2463_MARKER: DE = TRAVERSE STATION DISK
 GA2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2463_STAMPING: CAMP 1960
 GA2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2463+STABILITY: SURFACE MOTION
 GA2463
 GA2463  HISTORY     - Date     Condition        Report By
 GA2463  HISTORY     - 1960     MONUMENTED       CGS
 GA2463  HISTORY     - 1961     GOOD             NGS
 GA2463  HISTORY     - 1982     GOOD             LOCENG
 GA2463
 GA2463                          STATION DESCRIPTION
 GA2463
 GA2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2463'THE STATION IS LOCATED AT THE JUNCTION OF WASHINGTON PIKE AND GREEN
 GA2463'MEADOW LANE ABOUT 5 MILES
 GA2463'NORTHEAST OF DOWNTOWN KNOXVILLE.
 GA2463'
 GA2463'STATION MARK IS 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 GA2463'44 FEET EAST OF A POWER
 GA2463'LINE POLE NUMBER S20 40A, 26 FEET EAST OF THE CENTER
 GA2463'OF WASHINGTON PIKE AND 18 FEET
 GA2463'NORTH OF THE CENTER OF GREEN MEADOW
 GA2463'LANE.  THE MARK IS A STANDARD TRAVERSE DISK SET
 GA2463'IN A CONCRETE POST,
 GA2463'SET FLUSH, AND IS STAMPED CAMP 1960.
 GA2463'
 GA2463'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTER OF WASHINGTON PIKE
 GA2463'AND 16 FEET SOUTH OF THE
 GA2463'CENTER OF GREEN MEADOW LANE.  THE MARK IS A
 GA2463'STANDARD DISK SET IN A CONCRETE
 GA2463'POST, SET FLUSH, AND IS STAMPED CAMP
 GA2463'NO 1 1960.
 GA2463'
 GA2463'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF WASHINGTON PIKE
 GA2463'AND 1 FOOT SOUTH OF A
 GA2463'POWER LINE POLE NUMBER S20 40A.  THE MARK IS A
 GA2463'STANDARD DISK SET IN A CONCRETE
 GA2463'POST, SET FLUSH, AND IS STAMPED CAMP
 GA2463'NO 2 1960.
 GA2463'
 GA2463'KNOXVILLE, WBIR TV TOWER WILL SERVE AS THE AZIMUTH MARK.
 GA2463'
 GA2463'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GA2463
 GA2463                          STATION RECOVERY (1961)
 GA2463
 GA2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2463'IN NORTHEAST KNOXVILLE.
 GA2463'THIS STATION IS LOCATED AT THE INTERSECTION OF WASHINGTON PIKE
 GA2463'AND GREEN MEADOW LANE IN NORTHEAST KNOXVILLE.  THE STATION MARK
 GA2463'IS 80 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 44 FT.
 GA2463'EAST OF A POWER LINE POLE S20 40A, 26 FT. EAST OF THE CENTER OF
 GA2463'WASHINGTON PIKE AND 18 FT. NORTH OF THE CENTER OF GREEN MEADOW
 GA2463'LANE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA2463'GROUND AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS STATION IS
 GA2463'0.7 MILE SOUTH ALONG WASHINGTON PIKE FROM B.M. A 235.
 GA2463
 GA2463                          STATION RECOVERY (1982)
 GA2463
 GA2463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2463'CAMP 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 GA2463'(CITY BLK 33920).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2465 ***********************************************************************
 GA2465  DESIGNATION -  CAMP RM 1
 GA2465  PID         -  GA2465
 GA2465  STATE/COUNTY-  TN/KNOX
 GA2465  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2465
 GA2465                         *CURRENT SURVEY CONTROL
 GA2465  ___________________________________________________________________
 GA2465* NAD 83(1986)-  36 01 30.     (N)    083 52 56.     (W)     SCALED    
 GA2465* NAVD 88     -       303.940  (meters)     997.18   (feet)  ADJUSTED  
 GA2465  ___________________________________________________________________
 GA2465  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2465  DYNAMIC HT  -         303.659 (meters)     996.25  (feet)  COMP
 GA2465  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2465
 GA2465  VERT ORDER  -  SECOND    CLASS 0
 GA2465
 GA2465.The horizontal coordinates were scaled from a topographic map and have
 GA2465.an estimated accuracy of +/- 6 seconds.
 GA2465
 GA2465.The orthometric height was determined by differential leveling
 GA2465.and adjusted by the National Geodetic Survey in June 1991..
 GA2465
 GA2465.The geoid height was determined by GEOID03.
 GA2465
 GA2465.The dynamic height is computed by dividing the NAVD 88
 GA2465.geopotential number by the normal gravity value computed on the
 GA2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2465.degrees latitude (g = 980.6199 gals.).
 GA2465
 GA2465.The modeled gravity was interpolated from observed gravity values.
 GA2465
 GA2465;                    North         East    Units  Estimated Accuracy
 GA2465;SPC TN       -   189,750.      790,860.      MT  (+/- 180 meters Scaled)
 GA2465
 GA2465                          SUPERSEDED SURVEY CONTROL
 GA2465
 GA2465  NGVD 29 (??/??/92)  304.074  (m)          997.62   (f) ADJ UNCH    2 0
 GA2465
 GA2465.Superseded values are not recommended for survey control.
 GA2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2465.See file dsdata.txt to determine how the superseded data were derived.
 GA2465
 GA2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402905(NAD 83)
 GA2465_MARKER: DR = REFERENCE MARK DISK
 GA2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2465_STAMPING: CAMP NO 1 1960
 GA2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2465+STABILITY: SURFACE MOTION
 GA2465
 GA2465  HISTORY     - Date     Condition        Report By
 GA2465  HISTORY     - 1960     MONUMENTED       CGS
 GA2465  HISTORY     - 1961     GOOD             NGS
 GA2465  HISTORY     - 1982     GOOD             LOCENG
 GA2465
 GA2465                          STATION DESCRIPTION
 GA2465
 GA2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2465'IN NORTHEAST KNOXVILLE.
 GA2465'THIS MARK IS LOCATED AT THE INTERSECTION OF WASHINGTON PIKE AND
 GA2465'GREEN MEADOW LANE IN NORTHEAST KNOXVILLE.  34 FT. SOUTH OF THE
 GA2465'STATION MARK, 26 FT. EAST OF THE CENTER OF WASHINGTON PIKE, AND
 GA2465'16 FT. SOUTH OF THE CENTER OF GREEN MEADOW LANE.  THE DISK IS SET
 GA2465'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 GA2465'WITH THE ROAD.
 GA2465
 GA2465                          STATION RECOVERY (1982)
 GA2465
 GA2465'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2464 ***********************************************************************
 GA2464  DESIGNATION -  CAMP RM 2
 GA2464  PID         -  GA2464
 GA2464  STATE/COUNTY-  TN/KNOX
 GA2464  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2464
 GA2464                         *CURRENT SURVEY CONTROL
 GA2464  ___________________________________________________________________
 GA2464* NAD 83(1986)-  36 01 30.     (N)    083 52 56.     (W)     SCALED    
 GA2464* NAVD 88     -       303.701  (meters)     996.39   (feet)  ADJUSTED  
 GA2464  ___________________________________________________________________
 GA2464  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2464  DYNAMIC HT  -         303.420 (meters)     995.47  (feet)  COMP
 GA2464  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2464
 GA2464  VERT ORDER  -  SECOND    CLASS 0
 GA2464
 GA2464.The horizontal coordinates were scaled from a topographic map and have
 GA2464.an estimated accuracy of +/- 6 seconds.
 GA2464
 GA2464.The orthometric height was determined by differential leveling
 GA2464.and adjusted by the National Geodetic Survey in June 1991..
 GA2464
 GA2464.The geoid height was determined by GEOID03.
 GA2464
 GA2464.The dynamic height is computed by dividing the NAVD 88
 GA2464.geopotential number by the normal gravity value computed on the
 GA2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2464.degrees latitude (g = 980.6199 gals.).
 GA2464
 GA2464.The modeled gravity was interpolated from observed gravity values.
 GA2464
 GA2464;                    North         East    Units  Estimated Accuracy
 GA2464;SPC TN       -   189,750.      790,860.      MT  (+/- 180 meters Scaled)
 GA2464
 GA2464                          SUPERSEDED SURVEY CONTROL
 GA2464
 GA2464  NGVD 29 (??/??/92)  303.835  (m)          996.83   (f) ADJ UNCH    2 0
 GA2464
 GA2464.Superseded values are not recommended for survey control.
 GA2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2464.See file dsdata.txt to determine how the superseded data were derived.
 GA2464
 GA2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402905(NAD 83)
 GA2464_MARKER: DR = REFERENCE MARK DISK
 GA2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2464_STAMPING: CAMP NO 2 1960
 GA2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2464+STABILITY: SURFACE MOTION
 GA2464
 GA2464  HISTORY     - Date     Condition        Report By
 GA2464  HISTORY     - 1960     MONUMENTED       CGS
 GA2464  HISTORY     - 1961     GOOD             NGS
 GA2464  HISTORY     - 1982     GOOD             LOCENG
 GA2464
 GA2464                          STATION DESCRIPTION
 GA2464
 GA2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2464'IN NORTHEAST KNOXVILLE.
 GA2464'THIS MARK IS LOCATED AT THE INTERSECTION OF WASHINGTON PIKE AND
 GA2464'GREEN MEADOW LANE IN NORTHEAST KNOXVILLE, 43 FT. SOUTHWEST OF THE
 GA2464'STATION MARK, 18 FT. WEST OF THE CENTER OF WASHINGTON PIKE AND
 GA2464'1.0 FT. SOUTH OF POWER LINE POLE S20 40A.  THE DISK IS SET IN
 GA2464'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT LEVEL
 GA2464'WITH THE ROAD.
 GA2464
 GA2464                          STATION RECOVERY (1982)
 GA2464
 GA2464'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0229 ***********************************************************************
 FC0229  DESIGNATION -  CAMPBELL
 FC0229  PID         -  FC0229
 FC0229  STATE/COUNTY-  TN/KNOX
 FC0229  USGS QUAD   -  LOVELL (1990)
 FC0229
 FC0229                         *CURRENT SURVEY CONTROL
 FC0229  ___________________________________________________________________
 FC0229* NAD 83(1995)-  35 54 05.36218(N)    084 09 45.83314(W)     ADJUSTED  
 FC0229* NAVD 88     -       300.923  (meters)     987.28   (feet)  ADJUSTED  
 FC0229  ___________________________________________________________________
 FC0229  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FC0229  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0229  DYNAMIC HT  -         300.641 (meters)     986.35  (feet)  COMP
 FC0229  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0229
 FC0229  HORZ ORDER  -  SECOND
 FC0229  VERT ORDER  -  SECOND    CLASS 0
 FC0229
 FC0229.The horizontal coordinates were established by classical geodetic methods
 FC0229.and adjusted by the National Geodetic Survey in April 1999..
 FC0229
 FC0229.The orthometric height was determined by differential leveling
 FC0229.and adjusted by the National Geodetic Survey in June 1991..
 FC0229
 FC0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0229
 FC0229.The geoid height was determined by GEOID03.
 FC0229
 FC0229.The dynamic height is computed by dividing the NAVD 88
 FC0229.geopotential number by the normal gravity value computed on the
 FC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0229.degrees latitude (g = 980.6199 gals.).
 FC0229
 FC0229.The modeled gravity was interpolated from observed gravity values.
 FC0229
 FC0229;                    North         East     Units Scale Factor Converg.
 FC0229;SPC TN       -   175,542.167   765,842.501   MT  0.99994909   +1 04 32.2
 FC0229;SPC TN       -   575,924.59  2,512,601.61   sFT  0.99994909   +1 04 32.2
 FC0229;UTM  16      - 3,976,741.898   756,066.879   MT  1.00040804   +1 39 52.8
 FC0229
 FC0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0229!SPC TN       -   0.99995759  x   0.99994909  =   0.99990668
 FC0229!UTM  16      -   0.99995759  x   1.00040804  =   1.00036561
 FC0229
 FC0229|---------------------------------------------------------------------|
 FC0229| PID    Reference Object                     Distance      Geod. Az  |
 FC0229|                                                           dddmmss.s |
 FC0229| FC0228 CAMPBELL RM 1                        11.150 METERS 16816     |
 FC0229| FC0227 CAMPBELL RM 2                         9.897 METERS 25102     |
 FC0229| FC0222 HICKORY                             APPROX. 4.5 KM 2534726.6 |
 FC0229|---------------------------------------------------------------------|
 FC0229
 FC0229                          SUPERSEDED SURVEY CONTROL
 FC0229
 FC0229  NAD 83(1995)-  35 54 05.36879(N)    084 09 45.83184(W) AD(       ) 2
 FC0229  NAD 83(1986)-  35 54 05.37470(N)    084 09 45.82977(W) AD(       ) 2
 FC0229  NAD 27      -  35 54 05.08830(N)    084 09 46.13400(W) AD(       ) 2
 FC0229  NGVD 29 (??/??/92)  301.043  (m)          987.67   (f) ADJ UNCH    2 0
 FC0229
 FC0229.Superseded values are not recommended for survey control.
 FC0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0229.See file dsdata.txt to determine how the superseded data were derived.
 FC0229
 FC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5606776742(NAD 83)
 FC0229_MARKER: DE = TRAVERSE STATION DISK
 FC0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0229_STAMPING: CAMPBELL 1960
 FC0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0229+STABILITY: SURFACE MOTION
 FC0229
 FC0229  HISTORY     - Date     Condition        Report By
 FC0229  HISTORY     - 1960     MONUMENTED       CGS
 FC0229  HISTORY     - 1960     GOOD             CGS
 FC0229
 FC0229                          STATION DESCRIPTION
 FC0229
 FC0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0229'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF FARRAGUT ON THE SOUTH
 FC0229'RIGHT-WAY OF THE INTERSTATE HIGHWAY WHICH IS NOW UNDER
 FC0229'CONSTRUCTION.
 FC0229'
 FC0229'TO REACH THE STATION FROM THE FARRAGUT HIGH SCHOOL IN FARRAGUT, GO
 FC0229'WEST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO A SIDE ROAD ON THE
 FC0229'RIGHT, TURN RIGHT, NORTH, FOR 1.5 MILES TO THE INTERSTATE HIGHWAY,
 FC0229'TURN RIGHT, EAST, FOR 0.7 MILE TO THE STATION.
 FC0229'
 FC0229'STATION MARK IS 49 FEET NORTH OF A WIRE FENCE AND 2.9 FEET SOUTH OF A
 FC0229'WITNESS SIGN. THE MARK IS A STANDARD DISK SET IN A CONCRETE
 FC0229'POST, SET FLUSH, AND IS STAMPED CAMPBELL 1960.
 FC0229'
 FC0229'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE WIRE FENCE. THE MARK IS
 FC0229'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0229'CAMPBELL NO. 1 1960.
 FC0229'
 FC0229'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF THE WIRE FENCE. THE MARK IS
 FC0229'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0229'CAMPBELL NO. 2 1960.
 FC0229'
 FC0229'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0229'45.77 FEET.
 FC0229'
 FC0229'TRAVERSE STATION HICKORY WILL SERVE AS THE AZIMUTH MARK. SEE
 FC0229'DESCRIPTION THEREOF.
 FC0229'
 FC0229'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC0229
 FC0229                          STATION RECOVERY (1960)
 FC0229
 FC0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0229'8.8 MI NE FROM EATON CROSSROADS.
 FC0229'FROM THE EATON GRAMMAR SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0229'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0229'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0229'5.25 MILES EAST ON INTERSTATE HIGHWAY 40.  THE STATION MARK IS 49
 FC0229'FT. NORTH OF THE RIGHT-OF-WAY FENCE AND 2.9 FT. SOUTH OF A WITNESS
 FC0229'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FC0229'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0228 ***********************************************************************
 FC0228  DESIGNATION -  CAMPBELL RM 1
 FC0228  PID         -  FC0228
 FC0228  STATE/COUNTY-  TN/KNOX
 FC0228  USGS QUAD   -  LOVELL (1990)
 FC0228
 FC0228                         *CURRENT SURVEY CONTROL
 FC0228  ___________________________________________________________________
 FC0228* NAD 83(1986)-  35 54 05.     (N)    084 09 46.     (W)     SCALED    
 FC0228* NAVD 88     -       300.617  (meters)     986.27   (feet)  ADJUSTED  
 FC0228  ___________________________________________________________________
 FC0228  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0228  DYNAMIC HT  -         300.335 (meters)     985.35  (feet)  COMP
 FC0228  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0228
 FC0228  VERT ORDER  -  SECOND    CLASS 0
 FC0228
 FC0228.The horizontal coordinates were scaled from a topographic map and have
 FC0228.an estimated accuracy of +/- 6 seconds.
 FC0228
 FC0228.The orthometric height was determined by differential leveling
 FC0228.and adjusted by the National Geodetic Survey in June 1991..
 FC0228
 FC0228.The geoid height was determined by GEOID03.
 FC0228
 FC0228.The dynamic height is computed by dividing the NAVD 88
 FC0228.geopotential number by the normal gravity value computed on the
 FC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0228.degrees latitude (g = 980.6199 gals.).
 FC0228
 FC0228.The modeled gravity was interpolated from observed gravity values.
 FC0228
 FC0228;                    North         East    Units  Estimated Accuracy
 FC0228;SPC TN       -   175,530.      765,840.      MT  (+/- 180 meters Scaled)
 FC0228
 FC0228                          SUPERSEDED SURVEY CONTROL
 FC0228
 FC0228  NGVD 29 (??/??/92)  300.736  (m)          986.66   (f) ADJ UNCH    2 0
 FC0228
 FC0228.Superseded values are not recommended for survey control.
 FC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0228.See file dsdata.txt to determine how the superseded data were derived.
 FC0228
 FC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE560767(NAD 83)
 FC0228_MARKER: DR = REFERENCE MARK DISK
 FC0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0228_STAMPING: CAMPBELL NO 1 1960
 FC0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0228+STABILITY: SURFACE MOTION
 FC0228
 FC0228  HISTORY     - Date     Condition        Report By
 FC0228  HISTORY     - 1960     MONUMENTED       CGS
 FC0228
 FC0228                          STATION DESCRIPTION
 FC0228
 FC0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0228'8.8 MI NE FROM EATON CROSSROADS.
 FC0228'THIS MARK IS LOCATED AT THE CAMPBELL 1960 STATION SITE, 36.6 FT.
 FC0228'SOUTH OF THE STATION MARK AND 13 FT. NORTH OF THE RIGHT-OF-WAY
 FC0228'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0228'WITH THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0227 ***********************************************************************
 FC0227  DESIGNATION -  CAMPBELL RM 2
 FC0227  PID         -  FC0227
 FC0227  STATE/COUNTY-  TN/KNOX
 FC0227  USGS QUAD   -  LOVELL (1990)
 FC0227
 FC0227                         *CURRENT SURVEY CONTROL
 FC0227  ___________________________________________________________________
 FC0227* NAD 83(1986)-  35 54 05.     (N)    084 09 46.     (W)     SCALED    
 FC0227* NAVD 88     -       301.182  (meters)     988.13   (feet)  ADJUSTED  
 FC0227  ___________________________________________________________________
 FC0227  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0227  DYNAMIC HT  -         300.900 (meters)     987.20  (feet)  COMP
 FC0227  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0227
 FC0227  VERT ORDER  -  SECOND    CLASS 0
 FC0227
 FC0227.The horizontal coordinates were scaled from a topographic map and have
 FC0227.an estimated accuracy of +/- 6 seconds.
 FC0227
 FC0227.The orthometric height was determined by differential leveling
 FC0227.and adjusted by the National Geodetic Survey in June 1991..
 FC0227
 FC0227.The geoid height was determined by GEOID03.
 FC0227
 FC0227.The dynamic height is computed by dividing the NAVD 88
 FC0227.geopotential number by the normal gravity value computed on the
 FC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0227.degrees latitude (g = 980.6199 gals.).
 FC0227
 FC0227.The modeled gravity was interpolated from observed gravity values.
 FC0227
 FC0227;                    North         East    Units  Estimated Accuracy
 FC0227;SPC TN       -   175,530.      765,840.      MT  (+/- 180 meters Scaled)
 FC0227
 FC0227                          SUPERSEDED SURVEY CONTROL
 FC0227
 FC0227  NGVD 29 (??/??/92)  301.301  (m)          988.52   (f) ADJ UNCH    2 0
 FC0227
 FC0227.Superseded values are not recommended for survey control.
 FC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0227.See file dsdata.txt to determine how the superseded data were derived.
 FC0227
 FC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE560767(NAD 83)
 FC0227_MARKER: DR = REFERENCE MARK DISK
 FC0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0227_STAMPING: CAMPBELL NO 2 1960
 FC0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0227+STABILITY: SURFACE MOTION
 FC0227
 FC0227  HISTORY     - Date     Condition        Report By
 FC0227  HISTORY     - 1960     MONUMENTED       CGS
 FC0227
 FC0227                          STATION DESCRIPTION
 FC0227
 FC0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0227'8.8 MI NE FROM EATON CROSSROADS.
 FC0227'THIS MARK IS LOCATED AT THE CAMPBELL 1960 STATION SITE, 32.4 FT.
 FC0227'WEST OF THE STATION MARK AND 49 FT. NORTH OF THE RIGHT-OF-WAY
 FC0227'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0227'WITH THE GROUND AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2532 ***********************************************************************
 FE2532  DESIGNATION -  CANADA
 FE2532  PID         -  FE2532
 FE2532  STATE/COUNTY-  TN/SHELBY
 FE2532  USGS QUAD   -  ARLINGTON (1973)
 FE2532
 FE2532                         *CURRENT SURVEY CONTROL
 FE2532  ___________________________________________________________________
 FE2532* NAD 83(1995)-  35 15 17.20044(N)    089 44 56.10164(W)     ADJUSTED  
 FE2532* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 FE2532  ___________________________________________________________________
 FE2532  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FE2532  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2532
 FE2532  HORZ ORDER  -  THIRD
 FE2532
 FE2532.The horizontal coordinates were established by classical geodetic methods
 FE2532.and adjusted by the National Geodetic Survey in April 1999..
 FE2532
 FE2532.The orthometric height was scaled from a topographic map.
 FE2532
 FE2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2532
 FE2532.The geoid height was determined by GEOID03.
 FE2532
 FE2532;                    North         East     Units Scale Factor Converg.
 FE2532;SPC TN       -   108,768.187   258,916.103   MT  0.99999916   -2 11 41.2
 FE2532;SPC TN       -   356,850.29    849,460.58   sFT  0.99999916   -2 11 41.2
 FE2532;UTM  16      - 3,904,762.115   249,904.485   MT  1.00037090   -1 35 15.1
 FE2532
 FE2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2532!SPC TN       -   0.99998718  x   0.99999916  =   0.99998634
 FE2532!UTM  16      -   0.99998718  x   1.00037090  =   1.00035808
 FE2532
 FE2532|---------------------------------------------------------------------|
 FE2532| PID    Reference Object                     Distance      Geod. Az  |
 FE2532|                                                           dddmmss.s |
 FE2532| CG3342 CANADA RM 1                          21.264 METERS 05629     |
 FE2532| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 9.0 KM 0654150.7 |
 FE2532| CG3343 CANADA RM 2                          20.095 METERS 17644     |
 FE2532| CG3341 CANADA AZ MK                                       2474821.6 |
 FE2532|---------------------------------------------------------------------|
 FE2532
 FE2532                          SUPERSEDED SURVEY CONTROL
 FE2532
 FE2532  NAD 83(1995)-  35 15 17.20630(N)    089 44 56.10151(W) AD(       ) 3
 FE2532  NAD 83(1995)-  35 15 17.20671(N)    089 44 56.10196(W) AD(       ) 3
 FE2532  NAD 83(1986)-  35 15 17.21187(N)    089 44 56.10226(W) AD(       ) 3
 FE2532  NAD 27      -  35 15 16.89620(N)    089 44 55.80370(W) AD(       ) 3
 FE2532
 FE2532.Superseded values are not recommended for survey control.
 FE2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2532.See file dsdata.txt to determine how the superseded data were derived.
 FE2532
 FE2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4990404762(NAD 83)
 FE2532_MARKER: DS = TRIANGULATION STATION DISK
 FE2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2532
 FE2532  HISTORY     - Date     Condition        Report By
 FE2532  HISTORY     - 1958     MONUMENTED       CGS
 FE2532
 FE2532                          STATION DESCRIPTION
 FE2532
 FE2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2532'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF BARTLETT ON THE
 FE2532'ROAD RIGHT-OF-WAY IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 FE2532'OF U.S. HIGHWAYS 70 AND 79 AND CANADA ROAD. IT IS 81 FEET SOUTHEAST
 FE2532'OF THE CENTERLINE OF U.S. HIGHWAYS 70 AND 79, 33 FEET SOUTHWEST
 FE2532'OF THE CENTERLINE OF CANADA ROAD AND 10 FEET NORTHEAST OF A FENCE.
 FE2532'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CANADA 1957.
 FE2532'
 FE2532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND 64
 FE2532'ABOUT 2 MILES EAST OF BARTLETT, GO NORTHEAST ON U.S. HIGHWAYS 70,
 FE2532'79 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTHEAST
 FE2532'ON HIGHWAYS 70, 79 FOR 0.35 MILE TO THE STATION AT A CROSSROAD,
 FE2532'CANADA ROAD.
 FE2532'
 FE2532'REFERENCE MARK 1 IS 74 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE2532'HIGHWAYS 70, 79, 28 FEET NORTHEAST OF THE CENTERLINE OF CANADA ROAD,
 FE2532'2 FEET SOUTH OF A POWER POLE AND TELEPHONE POLE AND 1 FOOT WEST OF A
 FE2532'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CANADA NO 1
 FE2532'1957.
 FE2532'
 FE2532'REFERENCE MARK 2 IS 31 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 FE2532'CANADA ROAD AND IS SET IN A FENCE LINE. THE MONUMENT IS FLUSH AND THE
 FE2532'DISK IS STAMPED CANADA NO 2 1957.
 FE2532'
 FE2532'THE AZIMUTH MARK IS 29 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAYS
 FE2532'70, 79, 1 FOOT NORTHEAST OF A WHITE WITNESS POST, 2 FEET NORTHEAST
 FE2532'OF A POWER POLE AND 21 FEET SOUTHEAST OF A FENCE. THE MONUMENT IS
 FE2532'FLUSH AND THE DISK IS STAMPED CANADA 1957.
 FE2532'
 FE2532'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0673 ***********************************************************************
 FE0673  DESIGNATION -  CANE
 FE0673  PID         -  FE0673
 FE0673  STATE/COUNTY-  TN/HENDERSON
 FE0673  USGS QUAD   -  CEDAR GROVE (1983)
 FE0673
 FE0673                         *CURRENT SURVEY CONTROL
 FE0673  ___________________________________________________________________
 FE0673* NAD 83(1995)-  35 45 17.12698(N)    088 30 56.59565(W)     ADJUSTED  
 FE0673* NAVD 88     -       160.875  (meters)     527.80   (feet)  ADJUSTED  
 FE0673  ___________________________________________________________________
 FE0673  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE0673  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0673  DYNAMIC HT  -         160.731 (meters)     527.33  (feet)  COMP
 FE0673  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0673
 FE0673  HORZ ORDER  -  SECOND
 FE0673  VERT ORDER  -  SECOND    CLASS 0
 FE0673
 FE0673.The horizontal coordinates were established by classical geodetic methods
 FE0673.and adjusted by the National Geodetic Survey in April 1999..
 FE0673
 FE0673.The orthometric height was determined by differential leveling
 FE0673.and adjusted by the National Geodetic Survey in June 1991..
 FE0673
 FE0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0673
 FE0673.The geoid height was determined by GEOID03.
 FE0673
 FE0673.The dynamic height is computed by dividing the NAVD 88
 FE0673.geopotential number by the normal gravity value computed on the
 FE0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0673.degrees latitude (g = 980.6199 gals.).
 FE0673
 FE0673.The modeled gravity was interpolated from observed gravity values.
 FE0673
 FE0673;                    North         East     Units Scale Factor Converg.
 FE0673;SPC TN       -   160,629.523   372,509.688   MT  0.99994935   -1 28 22.1
 FE0673;SPC TN       -   526,998.69  1,222,142.20   sFT  0.99994935   -1 28 22.1
 FE0673;UTM  16      - 3,957,807.301   362,964.849   MT  0.99983140   -0 53 08.9
 FE0673
 FE0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0673!SPC TN       -   0.99997918  x   0.99994935  =   0.99992853
 FE0673!UTM  16      -   0.99997918  x   0.99983140  =   0.99981058
 FE0673
 FE0673|---------------------------------------------------------------------|
 FE0673| PID    Reference Object                     Distance      Geod. Az  |
 FE0673|                                                           dddmmss.s |
 FE0673| FE0674 CANE 2                               14.036 METERS 02518     |
 FE0673| FE0675 CANE RM 1                            28.709 METERS 03826     |
 FE0673| CG3600 JDN 43                                             0535631.6 |
 FE0673| FE0672 CANE RM 2                            31.849 METERS 18126     |
 FE0673| FE0663 DRY                                 APPROX. 5.6 KM 2542349.4 |
 FE0673| FE2297 MT GILEAD LOT WT 14                 APPROX. 3.4 KM 3254847.6 |
 FE0673|---------------------------------------------------------------------|
 FE0673
 FE0673                          SUPERSEDED SURVEY CONTROL
 FE0673
 FE0673  NAD 83(1995)-  35 45 17.13044(N)    088 30 56.60198(W) AD(       ) 2
 FE0673  NAD 83(1986)-  35 45 17.13791(N)    088 30 56.59652(W) AD(       ) 2
 FE0673  NAD 27      -  35 45 16.89700(N)    088 30 56.41050(W) AD(       ) 2
 FE0673  NGVD 29 (??/??/??)  160.900  (m)          527.89   (f) ADJUSTED    2 0
 FE0673
 FE0673.Superseded values are not recommended for survey control.
 FE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0673.See file dsdata.txt to determine how the superseded data were derived.
 FE0673
 FE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6296557807(NAD 83)
 FE0673_MARKER: DS = TRIANGULATION STATION DISK
 FE0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0673_STAMPING: PEAR 1959
 FE0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0673+STABILITY: SURFACE MOTION
 FE0673
 FE0673  HISTORY     - Date     Condition        Report By
 FE0673  HISTORY     - 1959     MONUMENTED       CGS
 FE0673  HISTORY     - 1959     GOOD             CGS
 FE0673  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE0673
 FE0673                          STATION DESCRIPTION
 FE0673
 FE0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0673'THE STATION IS LOCATED ABOUT 9.0 MILES EAST OF SPRING CREEK, ABOUT
 FE0673'6.0 MILES SOUTHEAST OF CEDAR GROVE, 69 FEET WEST-SOUTHWEST
 FE0673'OF THE CENTER OF A CURVE IN THE GRAVELED ROAD, 5 FEET EAST OF A
 FE0673'WITNESS SIGN AND NEAR THE NORTHEAST CORNER OF A PLOWED FIELD.
 FE0673'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FE0673'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE0673'CANE 1959.
 FE0673'
 FE0673'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0673'BELOW THE SURFACE OF THE GROUND AND IS STAMPED CANE 1959.
 FE0673'
 FE0673'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR GROVE, WHICH IS
 FE0673'ABOUT 16 MILES SOUTHWEST OF HUNTINGDON, GO NORTH ON U.S. HIGHWAY
 FE0673'NO. 70 FOR 0.05 MILE TO STATE HIGHWAY NO. 104, TURN RIGHT AND GO
 FE0673'SOUTHEAST ON STATE HIGHWAY NO. 104 FOR 7.6 MILES TO THE AZIMUTH
 FE0673'MARK ON THE LEFT AS DESCRIBED, A.E. DOUGLAS STORE ON THE RIGHT AND A
 FE0673'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WESTERLY FOR 0.15
 FE0673'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0673'
 FE0673'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF THE CENTER OF THE
 FE0673'GRAVELED ROAD, 1 FOOT SOUTH OF A POWERLINE POLE AND IS ABOUT
 FE0673'THE SAME ELEVATION AS THE STATION. THE MARK IS SET FLUSH WITH THE
 FE0673'SURFACE OF THE GROUND AND IS STAMPED CANE NO 1 1959.
 FE0673'
 FE0673'REFERENCE MARK NO. 2 IS 38 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 FE0673'GRAVELED ROAD, 2 FEET WEST-SOUTHWEST OF A WIRE FENCE AND IS
 FE0673'ABOUT 3 FEET HIGHER THAN THE STATION. THE MARK PROJECTS 2 INCHES
 FE0673'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CANE NO 2 1959.
 FE0673'
 FE0673'AZIMUTH MARK IS 92 FEET NORTHEAST OF A.E. DOUGLAS STORE, 52 FEET
 FE0673'NORTHEAST OF STATE HIGHWAY NO. 104, 36 FEET NORTHEAST OF A
 FE0673'POWERLINE POLE, 24 FEET EAST OF A WIRE FENCE CORNER POST AND 15 FEET
 FE0673'SOUTHEAST OF A 20-INCH OAK TREE. THE MARK IS STANDARD U.S.
 FE0673'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST,
 FE0673'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE0673'JDN 43.
 FE0673'
 FE0673'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FE0673
 FE0673                          STATION RECOVERY (1959)
 FE0673
 FE0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0673'17 MI SW FROM YUMA.
 FE0673'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0673'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0673'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0673'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0673'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0673'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0673'SOUTHWEST ALONG GRAVELED ROAD, THENCE WEST 1.45 MILES ON STATE
 FE0673'HIGHWAY 104, THENCE LEFT AND SOUTHWESTERLY FOR .1 MILE.  IT IS 69
 FE0673'FEET WEST-SOUTHWEST OF THE CENTER OF A CURVE INTO GRAVELED ROAD,
 FE0673'5 FEET EAST OF A WITNESS SIGN AND NEAR THE NORTHEAST CORNER OF
 FE0673'A PLOWED FIELD.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 FE0673'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0673
 FE0673                          STATION RECOVERY (1961)
 FE0673
 FE0673'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0673'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE0673'THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
 FE0673'
 FE0673'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE
 FE0673'ORIGINAL STATION MARK, AND REFERENCE MARK NO. 2 WOULD BE DESTROYED
 FE0673'BY CONSTRUCTION.
 FE0673'
 FE0673'A NEW STATION CANE 2 1961, REFERENCE MARK NO. 3, AND REFERENCE MARK
 FE0673'NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL SURVEYS
 FE0673'PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE ORIGINAL
 FE0673'AZIMUTH MARK JDN43 (USGS) 1949 WAS RETAINED, AND THE ORIGINAL
 FE0673'REFERENCE MARK NO. 1 WAS NOT DISTURBED OR MOVED. HOWEVER, THE DISK
 FE0673'WAS RESTAMPED TO COMPLY WITH THE NEW STATION NAME AND DATE.
 FE0673'
 FE0673'THE NEW STATION COULD NOT BE ESTABLISHED ON LINE THROUGH THE OLD
 FE0673'STATION AND THE AZIMUTH MARK. THEREFORE THE VERTICES OF THE
 FE0673'TRIANGLE CANE 1959, CANE 2 1961, AND JDN43 (USGS) 1949 WERE OCCUPIED.
 FE0673'
 FE0673'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0673'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0673'OLD SURFACE MARK FOR STATION CANE 1959, AND REFERENCE MARK NO. 2 1959
 FE0673'WERE DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 FE0673'AND GEODETIC SURVEY OFFICE.
 FE0673'
 FE0673'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK CANE 1959, WHICH
 FE0673'WAS NOT DISTURBED, THE ORIGINAL STATION CANE 1959 SHALL BE
 FE0673'CONSIDERED MONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0674 ***********************************************************************
 FE0674  DESIGNATION -  CANE 2
 FE0674  PID         -  FE0674
 FE0674  STATE/COUNTY-  TN/HENDERSON
 FE0674  USGS QUAD   -  CEDAR GROVE (1983)
 FE0674
 FE0674                         *CURRENT SURVEY CONTROL
 FE0674  ___________________________________________________________________
 FE0674* NAD 83(1995)-  35 45 17.53872(N)    088 30 56.35691(W)     ADJUSTED  
 FE0674* NAVD 88     -       160.85   (+/-2cm)     527.7    (feet)  VERTCON   
 FE0674  ___________________________________________________________________
 FE0674  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FE0674  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0674
 FE0674  HORZ ORDER  -  THIRD
 FE0674  VERT ORDER  -  THIRD (See Below)
 FE0674
 FE0674.The horizontal coordinates were established by classical geodetic methods
 FE0674.and adjusted by the National Geodetic Survey in April 1999..
 FE0674.No horizontal observational check was made to the station.
 FE0674
 FE0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0674.The vertical order pertains to the NGVD 29 superseded value.
 FE0674
 FE0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0674
 FE0674.The geoid height was determined by GEOID03.
 FE0674
 FE0674;                    North         East     Units Scale Factor Converg.
 FE0674;SPC TN       -   160,642.054   372,516.010   MT  0.99994935   -1 28 22.0
 FE0674;SPC TN       -   527,039.81  1,222,162.94   sFT  0.99994935   -1 28 22.0
 FE0674;UTM  16      - 3,957,819.894   362,971.042   MT  0.99983138   -0 53 08.7
 FE0674
 FE0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0674!SPC TN       -   0.99997918  x   0.99994935  =   0.99992853
 FE0674!UTM  16      -   0.99997918  x   0.99983138  =   0.99981057
 FE0674
 FE0674|---------------------------------------------------------------------|
 FE0674| PID    Reference Object                     Distance      Geod. Az  |
 FE0674|                                                           dddmmss.s |
 FE0674| CG3345 CANE 2 RM 4                          15.380 METERS 05025     |
 FE0674| CG3600 JDN 43                                             0563121.3 |
 FE0674| FE0673 CANE                                 14.036 METERS 20518     |
 FE0674| FE0676 CANE 2 RM 3                           7.600 METERS 32440     |
 FE0674|---------------------------------------------------------------------|
 FE0674
 FE0674                          SUPERSEDED SURVEY CONTROL
 FE0674
 FE0674  NAD 83(1995)-  35 45 17.54218(N)    088 30 56.36324(W) AD(       ) 3
 FE0674  NAD 83(1986)-  35 45 17.54965(N)    088 30 56.35778(W) AD(       ) 3
 FE0674  NAD 27      -  35 45 17.30870(N)    088 30 56.17180(W) AD(       ) 3
 FE0674  NGVD 29 (??/??/??)  160.88   (m)          527.8    (f) RESET       3  
 FE0674
 FE0674.Superseded values are not recommended for survey control.
 FE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0674.See file dsdata.txt to determine how the superseded data were derived.
 FE0674
 FE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6297157820(NAD 83)
 FE0674_MARKER: DS = TRIANGULATION STATION DISK
 FE0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0674_STAMPING: CANE 2 1961
 FE0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0674+STABILITY: SURFACE MOTION
 FE0674
 FE0674  HISTORY     - Date     Condition        Report By
 FE0674  HISTORY     - 1961     MONUMENTED       TNHD
 FE0674  HISTORY     - 1961     GOOD             TNHD
 FE0674
 FE0674                          STATION DESCRIPTION
 FE0674
 FE0674'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE0674'THE STATION IS LOCATED ALONG THE NORTH EDGE OF INTERSTATE HIGHWAY 40,
 FE0674'ABOUT 9 MILES EAST OF SPRING CREEK AND 6 MILES SOUTHEAST OF CEDAR
 FE0674'GROVE.
 FE0674'
 FE0674'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 FE0674'CEDAR GROVE, GO NORTH ON U.S. HIGHWAY 70 FOR 0.05 MILE TO THE
 FE0674'INTERSECTION OF STATE ROUTE 104. HERE TURN RIGHT AND GO SOUTHEAST ON
 FE0674'STATE ROUTE 104 FOR 7.65 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 FE0674'DESCRIBED, A.E. DOUGLAS STORE ON THE RIGHT, AND A SIDE ROAD RIGHT.
 FE0674'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.15 MILE
 FE0674'TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0674'
 FE0674'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CANE 2 1961,
 FE0674'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS AT THE
 FE0674'SOUTH EDGE OF THE WOODS, 61 FEET NORTH OF THE CENTER OF A GRAVELED
 FE0674'ROAD, 52 FEET WEST OF A TELEPHONE AND POWER POLE, AND 2.9 FEET
 FE0674'SOUTHWEST OF A WITNESS POST.
 FE0674'
 FE0674'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CANE 2 NO 3 1961,
 FE0674'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS IN THE
 FE0674'WOODS 23.9 FEET NORTH OF A WITNESS SIGN. IT IS ABOUT 1-1/2 FEET BELOW
 FE0674'THE ELEVATION OF THE STATION.
 FE0674'
 FE0674'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CANE 2 NO 4 1961,
 FE0674'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS 42 FEET
 FE0674'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET WEST OF A TELEPHONE
 FE0674'AND POWER POLE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FE0674'
 FE0674'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK DISK, SET IN THE
 FE0674'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES. THE
 FE0674'DISK IS STAMPED JDN43 530 1949. IT IS 92 FEET NORTH OF THE A.E.
 FE0674'DOUGLAS STORE, 52 FEET NORTHEAST OF THE CENTER OF STATE ROUTE 104,
 FE0674'36 FEET NORTHEAST OF A POWER LINE POLE, 24 FEET SOUTHEAST OF A
 FE0674'24-INCH OAK TREE, AND 15 FEET EAST OF A FENCE CORNER POST.
 FE0674'
 FE0674'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION CANE 1959
 FE0674'(NOW DESTROYED) AND CANE 2 1961 IS 46.050 FT- (14.036 M).
 FE0674
 FE0674                          STATION RECOVERY (1961)
 FE0674
 FE0674'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE0674'3.8 MI S FROM YUMA.
 FE0674'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0674'RAILROAD FROM THE STATION AT YUMA, THEN 1.85 MILES WEST AND SOUTH
 FE0674'ON A GRAVELED ROAD, THEN 3.25 MILES WEST ON AN ASPHALT AND GRAVELED
 FE0674'ROAD, THEN 2.1 MILES SOUTH ON A GRAVELED ROAD TO A DRIVEWAY, THEN
 FE0674'0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK ROAD, THEN 0.4
 FE0674'MILE SOUTH ON A TRACK ROAD, THEN 2.5 MILES SOUTHWEST ALONG A
 FE0674'GRAVELED ROAD, THEN 1.45 MILES WEST ON STATE HIGHWAY 22, THEN LEFT
 FE0674'AND SOUTHWESTERLY FOR 0.1 MILE TO THE SOUTH EDGE OF WOODS.  THE
 FE0674'STATION MARK IS AT THE SOUTH EDGE OF THE WOODS, 61 FEET NORTH OF THE
 FE0674'CENTER OF A GRAVELED ROAD, 52 FEET WEST OF A POWER LINE POLE, AND
 FE0674'2.9 FEET SOUTHWEST OF A WITNESS SIGN, AND SET IN TOP OF A CONCRETE
 FE0674'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0676 ***********************************************************************
 FE0676  DESIGNATION -  CANE 2 RM 3
 FE0676  PID         -  FE0676
 FE0676  STATE/COUNTY-  TN/HENDERSON
 FE0676  USGS QUAD   -  CEDAR GROVE (1983)
 FE0676
 FE0676                         *CURRENT SURVEY CONTROL
 FE0676  ___________________________________________________________________
 FE0676* NAD 83(1986)-  35 45 17.     (N)    088 30 57.     (W)     SCALED    
 FE0676* NAVD 88     -       160.37   (+/-2cm)     526.1    (feet)  VERTCON   
 FE0676  ___________________________________________________________________
 FE0676  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0676
 FE0676  VERT ORDER  -  THIRD (See Below)
 FE0676
 FE0676.The horizontal coordinates were scaled from a topographic map and have
 FE0676.an estimated accuracy of +/- 6 seconds.
 FE0676
 FE0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0676.The vertical order pertains to the NGVD 29 superseded value.
 FE0676
 FE0676.The geoid height was determined by GEOID03.
 FE0676
 FE0676;                    North         East    Units  Estimated Accuracy
 FE0676;SPC TN       -   160,630.      372,500.      MT  (+/- 180 meters Scaled)
 FE0676
 FE0676                          SUPERSEDED SURVEY CONTROL
 FE0676
 FE0676  NGVD 29 (??/??/??)  160.40   (m)          526.2    (f) RESET       3  
 FE0676
 FE0676.Superseded values are not recommended for survey control.
 FE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0676.See file dsdata.txt to determine how the superseded data were derived.
 FE0676
 FE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE629578(NAD 83)
 FE0676_MARKER: DR = REFERENCE MARK DISK
 FE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0676_STAMPING: CANE 2 NO 3 1961
 FE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0676+STABILITY: SURFACE MOTION
 FE0676
 FE0676  HISTORY     - Date     Condition        Report By
 FE0676  HISTORY     - 1961     MONUMENTED       TNHD
 FE0676
 FE0676                          STATION DESCRIPTION
 FE0676
 FE0676'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0676'3.8 MI S FROM YUMA.
 FE0676'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0676'RAILROAD FROM THE STATION AT YUMA, THENCE 1.85 MILES WEST AND SOUTH
 FE0676'ON A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0676'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0676'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0676'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0676'SOUTHWEST ALONG GRAVELED ROAD, THENCE WEST 1.45 MILES ON STATE
 FE0676'HIGHWAY 22, THENCE LEFT AND SOUTHWESTERLY FOR .1 MILE.  THE MARK IS
 FE0676'IN THE WOODS, 25 FEET NORTH OF THE STATION MARK, 23.9 FEET NORTH OF
 FE0676'A WITNESS SIGN, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FE0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0675 ***********************************************************************
 FE0675  DESIGNATION -  CANE RM 1
 FE0675  PID         -  FE0675
 FE0675  STATE/COUNTY-  TN/HENDERSON
 FE0675  USGS QUAD   -  CEDAR GROVE (1983)
 FE0675
 FE0675                         *CURRENT SURVEY CONTROL
 FE0675  ___________________________________________________________________
 FE0675* NAD 83(1986)-  35 45 18.     (N)    088 30 56.     (W)     SCALED    
 FE0675* NAVD 88     -       161.078  (meters)     528.47   (feet)  ADJUSTED  
 FE0675  ___________________________________________________________________
 FE0675  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0675  DYNAMIC HT  -         160.935 (meters)     528.00  (feet)  COMP
 FE0675  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0675
 FE0675  VERT ORDER  -  SECOND    CLASS 0
 FE0675
 FE0675.The horizontal coordinates were scaled from a topographic map and have
 FE0675.an estimated accuracy of +/- 6 seconds.
 FE0675
 FE0675.The orthometric height was determined by differential leveling
 FE0675.and adjusted by the National Geodetic Survey in June 1991..
 FE0675
 FE0675.The geoid height was determined by GEOID03.
 FE0675
 FE0675.The dynamic height is computed by dividing the NAVD 88
 FE0675.geopotential number by the normal gravity value computed on the
 FE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0675.degrees latitude (g = 980.6199 gals.).
 FE0675
 FE0675.The modeled gravity was interpolated from observed gravity values.
 FE0675
 FE0675;                    North         East    Units  Estimated Accuracy
 FE0675;SPC TN       -   160,660.      372,530.      MT  (+/- 180 meters Scaled)
 FE0675
 FE0675                          SUPERSEDED SURVEY CONTROL
 FE0675
 FE0675  NGVD 29 (??/??/??)  161.104  (m)          528.56   (f) ADJUSTED    2 0
 FE0675
 FE0675.Superseded values are not recommended for survey control.
 FE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0675.See file dsdata.txt to determine how the superseded data were derived.
 FE0675
 FE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE629578(NAD 83)
 FE0675_MARKER: DR = REFERENCE MARK DISK
 FE0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0675_STAMPING: CANE NO 1 1959
 FE0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0675+STABILITY: SURFACE MOTION
 FE0675
 FE0675  HISTORY     - Date     Condition        Report By
 FE0675  HISTORY     - 1959     MONUMENTED       CGS
 FE0675  HISTORY     - 1959     GOOD             CGS
 FE0675  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0675
 FE0675                          STATION DESCRIPTION
 FE0675
 FE0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0675'17 MI SW FROM YUMA.
 FE0675'THE MARK IS LOCATED AT THE CANE 1959 STATION SITE, 94.2 FEET
 FE0675'NORTHEAST OF THE STATION MARK, 45 FEET SOUTHWEST OF THE CENTER OF
 FE0675'A GRAVELED ROAD, 1 FOOT SOUTH OF A POWERLINE POLE AND IS ABOUT THE
 FE0675'SAME ELEVATION AS THE STATION.  THE MARK IS SET IN THE TOP OF A
 FE0675'CONCRETE POST WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE0675
 FE0675                          STATION RECOVERY (2002)
 FE0675
 FE0675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0672 ***********************************************************************
 FE0672  DESIGNATION -  CANE RM 2
 FE0672  PID         -  FE0672
 FE0672  STATE/COUNTY-  TN/HENDERSON
 FE0672  USGS QUAD   -  CEDAR GROVE (1983)
 FE0672
 FE0672                         *CURRENT SURVEY CONTROL
 FE0672  ___________________________________________________________________
 FE0672* NAD 83(1986)-  35 45 16.     (N)    088 30 58.     (W)     SCALED    
 FE0672* NAVD 88     -       162.124  (meters)     531.90   (feet)  ADJUSTED  
 FE0672  ___________________________________________________________________
 FE0672  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0672  DYNAMIC HT  -         161.980 (meters)     531.43  (feet)  COMP
 FE0672  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0672
 FE0672  VERT ORDER  -  SECOND    CLASS 0
 FE0672
 FE0672.The horizontal coordinates were scaled from a topographic map and have
 FE0672.an estimated accuracy of +/- 6 seconds.
 FE0672
 FE0672.The orthometric height was determined by differential leveling
 FE0672.and adjusted by the National Geodetic Survey in June 1991..
 FE0672
 FE0672.The geoid height was determined by GEOID03.
 FE0672
 FE0672.The dynamic height is computed by dividing the NAVD 88
 FE0672.geopotential number by the normal gravity value computed on the
 FE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0672.degrees latitude (g = 980.6199 gals.).
 FE0672
 FE0672.The modeled gravity was interpolated from observed gravity values.
 FE0672
 FE0672;                    North         East    Units  Estimated Accuracy
 FE0672;SPC TN       -   160,600.      372,470.      MT  (+/- 180 meters Scaled)
 FE0672
 FE0672                          SUPERSEDED SURVEY CONTROL
 FE0672
 FE0672  NGVD 29 (??/??/??)  162.150  (m)          531.99   (f) ADJUSTED    2 0
 FE0672
 FE0672.Superseded values are not recommended for survey control.
 FE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0672.See file dsdata.txt to determine how the superseded data were derived.
 FE0672
 FE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE629577(NAD 83)
 FE0672_MARKER: DR = REFERENCE MARK DISK
 FE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0672_STAMPING: CANE NO 2 1959
 FE0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0672+STABILITY: SURFACE MOTION
 FE0672
 FE0672  HISTORY     - Date     Condition        Report By
 FE0672  HISTORY     - 1959     MONUMENTED       CGS
 FE0672  HISTORY     - 1959     GOOD             CGS
 FE0672
 FE0672                          STATION DESCRIPTION
 FE0672
 FE0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0672'17 MI SW FROM YUMA.
 FE0672'THE MARK IS LOCATED AT THE CANE 1959 STATION SITE, 104.5 FEET
 FE0672'SOUTH-SOUTHWEST OF THE STATION MARK, 38 FEET WEST-SOUTHWEST OF THE
 FE0672'CENTER OF A GRAVELED ROAD, 2 FEET WEST-SOUTHWEST OF A WIRE FENCE.
 FE0672'THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 FE0672'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0287 ***********************************************************************
 GC0287  DESIGNATION -  CANEY
 GC0287  PID         -  GC0287
 GC0287  STATE/COUNTY-  TN/WILSON
 GC0287  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0287
 GC0287                         *CURRENT SURVEY CONTROL
 GC0287  ___________________________________________________________________
 GC0287* NAD 83(1995)-  36 10 06.86819(N)    086 07 00.03917(W)     ADJUSTED  
 GC0287* NAVD 88     -       242.881  (meters)     796.85   (feet)  ADJUSTED  
 GC0287  ___________________________________________________________________
 GC0287  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GC0287  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0287  DYNAMIC HT  -         242.676 (meters)     796.18  (feet)  COMP
 GC0287  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0287
 GC0287  HORZ ORDER  -  SECOND
 GC0287  VERT ORDER  -  SECOND    CLASS 0
 GC0287
 GC0287.The horizontal coordinates were established by classical geodetic methods
 GC0287.and adjusted by the National Geodetic Survey in April 1999..
 GC0287
 GC0287.The orthometric height was determined by differential leveling
 GC0287.and adjusted by the National Geodetic Survey in June 1991..
 GC0287
 GC0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0287
 GC0287.The geoid height was determined by GEOID03.
 GC0287
 GC0287.The dynamic height is computed by dividing the NAVD 88
 GC0287.geopotential number by the normal gravity value computed on the
 GC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0287.degrees latitude (g = 980.6199 gals.).
 GC0287
 GC0287.The modeled gravity was interpolated from observed gravity values.
 GC0287
 GC0287;                    North         East     Units Scale Factor Converg.
 GC0287;SPC TN       -   203,626.042   589,502.723   MT  0.99996539   -0 04 05.9
 GC0287;SPC TN       -   668,063.11  1,934,060.18   sFT  0.99996539   -0 04 05.9
 GC0287;UTM  16      - 4,003,007.514   579,442.939   MT  0.99967776   +0 31 16.8
 GC0287
 GC0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0287!SPC TN       -   0.99996647  x   0.99996539  =   0.99993186
 GC0287!UTM  16      -   0.99996647  x   0.99967776  =   0.99964424
 GC0287
 GC0287:                Primary Azimuth Mark                     Grid Az
 GC0287:SPC TN       -  TS E2                                    073 06 48.9
 GC0287:UTM  16      -  TS E2                                    072 31 26.2
 GC0287
 GC0287|---------------------------------------------------------------------|
 GC0287| PID    Reference Object                     Distance      Geod. Az  |
 GC0287|                                                           dddmmss.s |
 GC0287| GC2149 TS E2                               APPROX. 3.6 KM 0730243.0 |
 GC0287| GC0286 CANEY RM 1                            5.916 METERS 09326     |
 GC0287| GC0288 CANEY RM 2                            5.584 METERS 27238     |
 GC0287|---------------------------------------------------------------------|
 GC0287
 GC0287                          SUPERSEDED SURVEY CONTROL
 GC0287
 GC0287  NAD 83(1995)-  36 10 06.87104(N)    086 07 00.04259(W) AD(       ) 2
 GC0287  NAD 83(1995)-  36 10 06.87252(N)    086 07 00.04340(W) AD(       ) 2
 GC0287  NAD 83(1986)-  36 10 06.87991(N)    086 07 00.04062(W) AD(       ) 2
 GC0287  NAD 27      -  36 10 06.67390(N)    086 07 00.07880(W) AD(       ) 2
 GC0287  NGVD 29 (??/??/92)  242.942  (m)          797.05   (f) ADJ UNCH    2 0
 GC0287
 GC0287.Superseded values are not recommended for survey control.
 GC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0287.See file dsdata.txt to determine how the superseded data were derived.
 GC0287
 GC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7944303008(NAD 83)
 GC0287_MARKER: DE = TRAVERSE STATION DISK
 GC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0287_STAMPING: CANEY 1960
 GC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0287+STABILITY: SURFACE MOTION
 GC0287
 GC0287  HISTORY     - Date     Condition        Report By
 GC0287  HISTORY     - 1960     MONUMENTED       CGS
 GC0287  HISTORY     - 1960     GOOD             CGS
 GC0287  HISTORY     - 1963     SEE DESCRIPTION  USDA
 GC0287
 GC0287                          STATION DESCRIPTION
 GC0287
 GC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0287'THE STATION IS LOCATED ABOUT 10 MILES EAST OF LEBANON AND 4 MILES
 GC0287'SOUTHEAST OF TUCKERS CROSS ROADS.
 GC0287'
 GC0287'TO REACH THE STATION FROM TUCKERS CROSS ROADS, WHICH IS ABOUT 6-1/2
 GC0287'MILES EAST OF LEBANON ON STATE HIGHWAY 141, GO SOUTH ON A
 GC0287'GRAVELED ROAD FOR 0.65 MILE TO A CROSSROAD, TURN LEFT, EAST, ON BLUE
 GC0287'BIRD ROAD FOR 3.3 MILES TO A SIDE ROAD ON THE RIGHT AND THE
 GC0287'SAULSBURY BAPTIST CHURCH.  HERE CONTINUE EAST FOR 0.4 MILE TO A FORK,
 GC0287'KEEP RIGHT AND GO SOUTH FOR 0.45 MILE
 GC0287'TO A GATE ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO A HOUSE
 GC0287'TURN UPHILL, WEST FOR 0.1 MILE TO THE STATION AS
 GC0287'DESCRIBED.
 GC0287'
 GC0287'THE STATION IS 3.1 FEET SOUTH OF A WITNESS POST AND 3 FEET NORTH OF A
 GC0287'FENCE LINE.  IT IS STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 GC0287'CONCRETE POST, FLUSH, AND IS STAMPED CANEY 1960.
 GC0287'
 GC0287'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A FENCE LINE.  IT IS A
 GC0287'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0287'IS STAMPED CANEY NO 1 1960.
 GC0287'
 GC0287'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A FENCE LINE.  IT IS A
 GC0287'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0287'IS STAMPED CANEY NO 2 1960.
 GC0287'
 GC0287'TRAVERSE STATION TS E2 WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 GC0287'TRAVERSE CONNECTION WAS MADE.  SEE DESCRIPTION THEREOF.
 GC0287
 GC0287                          STATION RECOVERY (1960)
 GC0287
 GC0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0287'10.9 MI E FROM LEBANON.
 GC0287'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0287'MILE, THEN 9.7 MILES EAST ON BLUE BIRD ROAD TO A FORK, KEEP
 GC0287'RIGHT AND GO EAST FOR 0.45 MILE TO A GATE ON THE RIGHT, TURN
 GC0287'RIGHT AND GO 0.1 MILE TO A HOUSE, TURN UPHILL, WEST, FOR 0.1
 GC0287'MILE TO THE STATION AS DESCRIBED.  THE STATION MARK IS 3.1 FT.
 GC0287'SOUTH OF A WITNESS SIGN AND 3 FT. NORTH OF A FENCE.  THE DISK
 GC0287'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0287'NOTE-- THIS STATION IS ABOUT 2.3 MILES WEST ON INTERSTATE
 GC0287'HIGHWAY 40 FROM B.M. G 227.
 GC0287
 GC0287                          STATION RECOVERY (1963)
 GC0287
 GC0287'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963 (AHC)
 GC0287'CANEY 1960, CANEY NO 1 1960, MONUMENTS WERE FOUND LYING ON THEIR
 GC0287'SIDES NEAR THE DESCRIBED LOCATION.  THE TOP OF HILL ON WHICH THESE
 GC0287'WERE LOCATED HAD BEEN REMOVED AS FILL FOR I-40 NEARBY.
 GC0287'
 GC0287'CANEY NO 2 WAS NOT FOUND BUT ALMOST CERTAINLY HAD ALSO BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1055 ***********************************************************************
 GA1055  DESIGNATION -  CANEY
 GA1055  PID         -  GA1055
 GA1055  STATE/COUNTY-  TN/GREENE
 GA1055  USGS QUAD   -  BAILEYTON (1971)
 GA1055
 GA1055                         *CURRENT SURVEY CONTROL
 GA1055  ___________________________________________________________________
 GA1055* NAD 83(1995)-  36 20 57.65927(N)    082 47 39.16022(W)     ADJUSTED  
 GA1055* NAVD 88     -       412.870  (meters)    1354.56   (feet)  ADJUSTED  
 GA1055  ___________________________________________________________________
 GA1055  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GA1055  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1055  DYNAMIC HT  -         412.489 (meters)    1353.31  (feet)  COMP
 GA1055  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1055
 GA1055  HORZ ORDER  -  SECOND
 GA1055  VERT ORDER  -  SECOND    CLASS 0
 GA1055
 GA1055.The horizontal coordinates were established by classical geodetic methods
 GA1055.and adjusted by the National Geodetic Survey in April 1999..
 GA1055
 GA1055.The orthometric height was determined by differential leveling
 GA1055.and adjusted by the National Geodetic Survey in June 1991..
 GA1055
 GA1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1055
 GA1055.The geoid height was determined by GEOID03.
 GA1055
 GA1055.The dynamic height is computed by dividing the NAVD 88
 GA1055.geopotential number by the normal gravity value computed on the
 GA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1055.degrees latitude (g = 980.6199 gals.).
 GA1055
 GA1055.The modeled gravity was interpolated from observed gravity values.
 GA1055
 GA1055;                    North         East     Units Scale Factor Converg.
 GA1055;SPC TN       -   228,391.412   887,710.835   MT  0.99998875   +1 52 36.5
 GA1055;SPC TN       -   749,314.16  2,912,431.30   sFT  0.99998875   +1 52 36.5
 GA1055;UTM  17      - 4,024,191.989   339,000.337   MT  0.99991937   -1 03 49.2
 GA1055
 GA1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1055!SPC TN       -   0.99994013  x   0.99998875  =   0.99992888
 GA1055!UTM  17      -   0.99994013  x   0.99991937  =   0.99985951
 GA1055
 GA1055|---------------------------------------------------------------------|
 GA1055| PID    Reference Object                     Distance      Geod. Az  |
 GA1055|                                                           dddmmss.s |
 GA1055| GA1056 CANEY RM 1                           21.823 METERS 00636     |
 GA1055| GA1058 CANEY AZ MK                                        1223325.8 |
 GA1055| GA1057 CANEY RM 2                           17.913 METERS 30507     |
 GA1055|---------------------------------------------------------------------|
 GA1055
 GA1055                          SUPERSEDED SURVEY CONTROL
 GA1055
 GA1055  NAD 83(1995)-  36 20 57.66160(N)    082 47 39.16307(W) AD(       ) 2
 GA1055  NAD 83(1995)-  36 20 57.66852(N)    082 47 39.17452(W) AD(       ) 2
 GA1055  NAD 83(1995)-  36 20 57.66386(N)    082 47 39.16284(W) AD(       ) 2
 GA1055  NAD 83(1986)-  36 20 57.66646(N)    082 47 39.16378(W) AD(       ) 2
 GA1055  NAD 27      -  36 20 57.30720(N)    082 47 39.59090(W) AD(       ) 2
 GA1055  NGVD 29 (??/??/92)  413.009  (m)         1355.01   (f) ADJ UNCH    2 0
 GA1055
 GA1055.Superseded values are not recommended for survey control.
 GA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1055.See file dsdata.txt to determine how the superseded data were derived.
 GA1055
 GA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3900024192(NAD 83)
 GA1055_MARKER: DE = TRAVERSE STATION DISK
 GA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1055_STAMPING: CANEY 1961
 GA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1055+STABILITY: SURFACE MOTION
 GA1055
 GA1055  HISTORY     - Date     Condition        Report By
 GA1055  HISTORY     - 1961     MONUMENTED       CGS
 GA1055  HISTORY     - 1961     GOOD             CGS
 GA1055  HISTORY     - 1972     GOOD             NGS
 GA1055  HISTORY     - 1972     GOOD             NGS
 GA1055
 GA1055                          STATION DESCRIPTION
 GA1055
 GA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1055'THE STATION IS ON TOP OF A GRASSY KNOLL, ABOUT 5 MILES WEST OF
 GA1055'JEAROLDSTOWN, 2-1/2 MILES
 GA1055'EAST OF BAILEYTON, AND 1/2 MILE NORTHWEST OF THE CANEY
 GA1055'CREEK COMMUNITY.
 GA1055'
 GA1055'TO REACH FROM THE CROSSROAD, JUST WEST OF THE V. E. JONES GROCERY IN
 GA1055'THE CANEY CREEK COMMUNITY,
 GA1055'ABOUT 2.8 MILES EAST OF BAILEYTON, GO NORTHERLY ON A
 GA1055'GRAVELED ROAD FOR 0.3 MILE TO THE
 GA1055'H.  S.  WHITE FARM BUILDINGS ON THE
 GA1055'RIGHT AND A FIELD ROAD ON THE LEFT.  HERE TURN LEFT
 GA1055'ON THIS FIELD
 GA1055'ROAD AND GO WESTERLY FOR ABOUT 0.3 MILE TO THE HIGHEST POINT OF A
 GA1055'GRASSY KNOLL AND
 GA1055'THE STATION AS DESCRIBED.  THIS STATION WILL BE A
 GA1055'PACK FROM THE GRAVELED ROAD IN WET
 GA1055'WEATHER.
 GA1055'
 GA1055'THE STATION IS 71.7 FEET SOUTHWEST OF A WITNESS POST AND 63 FEET
 GA1055'SOUTH OF A WIRE FENCE.
 GA1055'IT IS A STANDARD DISK, SET IN A FLUSH CONCRETE MONUMENT
 GA1055'AND IS STAMPED CANEY 1961.
 GA1055'
 GA1055'REFERENCE MARK NO. 1 IS 1.7 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH
 GA1055'OF A WIRE FENCE AND
 GA1055'ABOUT 5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 GA1055'IS A STANDARD DISK, SET IN A
 GA1055'FLUSH CONCRETE MONUMENT AND IS STAMPED
 GA1055'CANEY NO 1 1961.
 GA1055'
 GA1055'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A WIRE FENCE AND ABOUT 6 FEET
 GA1055'BELOW THE ELEVATION OF THE
 GA1055'STATION.  IT IS A STANDARD DISK, SET IN A FLUSH
 GA1055'CONCRETE MONUMENT AND IS STAMPED
 GA1055'CANEY NO 2 1961.
 GA1055'
 GA1055'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GA1055'67.4 FEET.
 GA1055'
 GA1055'THE AZIMUTH MARK IS 68 FEET SOUTH OF THE CENTER OF AN OILED ROAD, 4.0
 GA1055'FEET SOUTH OF THE NORTH
 GA1055'EDGE OF A SIDEWALK, 3.5 FEET NORTH OF THE
 GA1055'NORTHEAST CORNER OF A STORE BUILDING,
 GA1055'AND 2.0 FEET WEST OF THE EAST
 GA1055'EDGE OF A SIDEWALK.  IT IS A STANDARD DISK, CEMENTED IN
 GA1055'A DRILL HOLE
 GA1055'FLUSH WITH THE TOP OF THE SIDEWALK IN FRONT OF THE V.E.  JONES
 GA1055'GROCERY IN THE
 GA1055'COMMUNITY OF CANEY CREEK, AND IS STAMPED CANEY 1961.
 GA1055
 GA1055                          STATION RECOVERY (1961)
 GA1055
 GA1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1055'3.2 MI E FROM BAILEYTON.
 GA1055'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 2.65 MILE EAST ON
 GA1055'ROMEO ROAD TO A T JUNCTION ON THE LEFT, JUST AFTER PASSING THE
 GA1055'CANEY CREEK CHURCH, THEN GO 0.2 MILE NORTHWEST ON THE GRAVELED ROAD
 GA1055'PASSING A FARM HOUSE ON THE RIGHT, THEN GO ABOUT 0.3 MILE NORTH
 GA1055'ACROSS HAY FIELD AND PASTURE TO THE CREST OF A HILL AND THE
 GA1055'STATION.  THE STATION MARK IS 71.7 FT. SOUTHWEST OF A WITNESS SIGN
 GA1055'AND 63 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GA1055'CONCRETE POST FLUSH WITH THE GROUND.
 GA1055
 GA1055                          STATION RECOVERY (1972)
 GA1055
 GA1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA1055'MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GA1055'
 GA1055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3.15 MILES
 GA1055'EAST LINE 127.
 GA1055
 GA1055                          STATION RECOVERY (1972)
 GA1055
 GA1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3505 ***********************************************************************
 GA3505  DESIGNATION -  CANEY
 GA3505  PID         -  GA3505
 GA3505  STATE/COUNTY-  TN/COCKE
 GA3505  USGS QUAD   -  PARROTTSVILLE (1971)
 GA3505
 GA3505                         *CURRENT SURVEY CONTROL
 GA3505  ___________________________________________________________________
 GA3505* NAD 83(1995)-  36 03 08.72026(N)    083 01 18.75755(W)     ADJUSTED  
 GA3505* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 GA3505  ___________________________________________________________________
 GA3505  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GA3505  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA3505
 GA3505  HORZ ORDER  -  SECOND
 GA3505
 GA3505.The horizontal coordinates were established by classical geodetic methods
 GA3505.and adjusted by the National Geodetic Survey in April 1999..
 GA3505
 GA3505.The orthometric height was scaled from a topographic map.
 GA3505
 GA3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3505
 GA3505.The geoid height was determined by GEOID03.
 GA3505
 GA3505;                    North         East     Units Scale Factor Converg.
 GA3505;SPC TN       -   194,814.237   868,287.405   MT  0.99995564   +1 44 36.6
 GA3505;SPC TN       -   639,153.04  2,848,706.26   sFT  0.99995564   +1 44 36.6
 GA3505;UTM  17      - 3,991,654.459   317,881.985   MT  1.00000869   -1 11 24.9
 GA3505
 GA3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3505!SPC TN       -   0.99993349  x   0.99995564  =   0.99988914
 GA3505!UTM  17      -   0.99993349  x   1.00000869  =   0.99994218
 GA3505
 GA3505:                Primary Azimuth Mark                     Grid Az
 GA3505:SPC TN       -  CANEY AZ MK                              076 05 40.6
 GA3505:UTM  17      -  CANEY AZ MK                              079 01 42.1
 GA3505
 GA3505|---------------------------------------------------------------------|
 GA3505| PID    Reference Object                     Distance      Geod. Az  |
 GA3505|                                                           dddmmss.s |
 GA3505| DB8935 CANEY AZ MK                                        0775017.2 |
 GA3505| DB8936 CANEY RM 1                           36.494 METERS 08538     |
 GA3505| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.27.8 KM 0963316.2 |
 GA3505| DB8937 CANEY RM 2                           35.226 METERS 22218     |
 GA3505|---------------------------------------------------------------------|
 GA3505
 GA3505                          SUPERSEDED SURVEY CONTROL
 GA3505
 GA3505  NAD 83(1995)-  36 03 08.72493(N)    083 01 18.76226(W) AD(       ) 2
 GA3505  NAD 83(1995)-  36 03 08.73063(N)    083 01 18.76362(W) AD(       ) 2
 GA3505  NAD 83(1995)-  36 03 08.72604(N)    083 01 18.76107(W) AD(       ) 2
 GA3505  NAD 83(1986)-  36 03 08.73002(N)    083 01 18.76134(W) AD(       ) 2
 GA3505  NAD 27      -  36 03 08.36800(N)    083 01 19.20800(W) AD(       ) 2
 GA3505
 GA3505.Superseded values are not recommended for survey control.
 GA3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3505.See file dsdata.txt to determine how the superseded data were derived.
 GA3505
 GA3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1788291654(NAD 83)
 GA3505_MARKER: DS = TRIANGULATION STATION DISK
 GA3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3505
 GA3505  HISTORY     - Date     Condition        Report By
 GA3505  HISTORY     - 1934     MONUMENTED       CGS
 GA3505
 GA3505                          STATION DESCRIPTION
 GA3505
 GA3505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3505'ABOUT 2-1/2 MILES NORTH-NORTHEAST OF SALEM, 2 MILES WEST OF CANEY
 GA3505'BRANCH, JUST WEST
 GA3505'OF WEST CHAPEL CHURCH, ON CULTIVATED RIDGE AT EAST
 GA3505'EDGE OF WOODS, AND ON THE OLD
 GA3505'MCINTOSH FARM (OWNED BY GREENSBORO
 GA3505'JOINT LAND CO.) TO REACH FROM CANEY BRANCH,
 GA3505'ABOUT 12 MILES SOUTHWEST
 GA3505'OF GREENEVILLE ON ROUTE 35, GO 2.5 MILES NORTHWEST ON GRAVEL
 GA3505'ROAD
 GA3505'(WARRENSBURG ROAD) PAST YELLOW GARAGE (0.2 MILES BEYOND TRANSMISSION
 GA3505'LINE) TO OLD WHITE
 GA3505'FRAME HOUSE ON LEFT (HOME OF H.B.  MCINTOSH), TURN
 GA3505'LEFT HERE AND GO 1/2 MILE UP HILL
 GA3505'BEHIND HOUSE TO TOP OF RIDGE AND
 GA3505'STATION SITE 25 FEET WEST- NORTHWEST OF TRANSMISSION
 GA3505'LINE, 61.5 FEET
 GA3505'NORTH-NORTHEAST OF NORTH LEG OF TOWER NO.  154, AND 10 FEET
 GA3505'EAST-SOUTHEAST OF
 GA3505'RAIL FENCE.  SURFACE AND UNDERGROUND MARKS ARE
 GA3505'STANDARD STATION DISKS IN CONCRETE.
 GA3505'REFERENCE MARK
 GA3505'NO. 1 IS STANDARD REFERENCE DISK IN BEDROCK,
 GA3505'ABOUT 40 FEET
 GA3505'SOUTHEAST OF TRANSMISSION LINE AND 119.73 FEET FROM STATION
 GA3505'N 85 DEG 38 MIN E.
 GA3505'REFERENCE MARK NO. 2 AND AZIMUTH
 GA3505'MARK ARE STANDARD REFERENCE
 GA3505'DISKS IN CONCRETE.  NO. 2 IS
 GA3505'15 FEET NORTHWEST OF TRANSMISSION LINE, ON
 GA3505'RAIL FENCE LINE, AND
 GA3505'115.57 FEET FROM STATION S 42 DEG 18 MIN W.
 GA3505'AZIMUTH MARK IS
 GA3505'ABOUT 25 YARDS WEST OF PIERSON BRIGGS HOME, 25 FEET NORTHEAST
 GA3505'OF CENTER OF ROAD, ON
 GA3505'FENCE LINE ON PROPERTY OF C.H.  BRIGGS, AND
 GA3505'ABOUT 1.5 MILES FROM STATION
 GA3505'N 77 DEG 50 MIN E.
 GA3505'BEARING FROM STATION TO CAMP CREEK BALD, FIRE
 GA3505'LOOKOUT
 GA3505'TOWER, DISTANT 17.3 MILES, IS S 83 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1509 ***********************************************************************
 FD1509  DESIGNATION -  CANEY
 FD1509  PID         -  FD1509
 FD1509  STATE/COUNTY-  TN/WILLIAMSON
 FD1509  USGS QUAD   -  CRAIGFIELD (1979)
 FD1509
 FD1509                         *CURRENT SURVEY CONTROL
 FD1509  ___________________________________________________________________
 FD1509* NAD 83(1995)-  35 57 15.17182(N)    087 08 30.94630(W)     ADJUSTED  
 FD1509* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 FD1509  ___________________________________________________________________
 FD1509  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FD1509  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1509
 FD1509  HORZ ORDER  -  SECOND
 FD1509
 FD1509.The horizontal coordinates were established by classical geodetic methods
 FD1509.and adjusted by the National Geodetic Survey in April 1999..
 FD1509
 FD1509.The orthometric height was scaled from a topographic map.
 FD1509
 FD1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1509
 FD1509.The geoid height was determined by GEOID03.
 FD1509
 FD1509;                    North         East     Units Scale Factor Converg.
 FD1509;SPC TN       -   180,436.370   496,987.368   MT  0.99995059   -0 40 06.7
 FD1509;SPC TN       -   591,981.66  1,630,532.72   sFT  0.99995059   -0 40 06.7
 FD1509;UTM  16      - 3,978,879.487   487,200.835   MT  0.99960202   -0 04 60.0
 FD1509
 FD1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1509!SPC TN       -   0.99996023  x   0.99995059  =   0.99991082
 FD1509!UTM  16      -   0.99996023  x   0.99960202  =   0.99956227
 FD1509
 FD1509|---------------------------------------------------------------------|
 FD1509| PID    Reference Object                     Distance      Geod. Az  |
 FD1509|                                                           dddmmss.s |
 FD1509| CG5014 CANEY RM 1                           26.500 METERS 14939     |
 FD1509| CG5013 CANEY AZ MK                                        2005025.9 |
 FD1509| CG5015 CANEY RM 2                           28.340 METERS 27610     |
 FD1509|---------------------------------------------------------------------|
 FD1509
 FD1509                          SUPERSEDED SURVEY CONTROL
 FD1509
 FD1509  NAD 83(1995)-  35 57 15.17386(N)    087 08 30.94936(W) AD(       ) 2
 FD1509  NAD 83(1986)-  35 57 15.18268(N)    087 08 30.94927(W) AD(       ) 2
 FD1509  NAD 27      -  35 57 14.95300(N)    087 08 30.92400(W) AD(       ) 2
 FD1509
 FD1509.Superseded values are not recommended for survey control.
 FD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1509.See file dsdata.txt to determine how the superseded data were derived.
 FD1509
 FD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8720178879(NAD 83)
 FD1509_MARKER: DS = TRIANGULATION STATION DISK
 FD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1509
 FD1509  HISTORY     - Date     Condition        Report By
 FD1509  HISTORY     - 1953     MONUMENTED       CGS
 FD1509
 FD1509                          STATION DESCRIPTION
 FD1509
 FD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1509'STATION IS LOCATED 16 MILES SOUTHEAST OF DICKSON AND 2 MILES
 FD1509'SOUTHWEST OF FAIRVIEW
 FD1509'ON PROPERTY OWNED BY ALBERT BETHSHEARS.  IT IS 303 FEET WEST
 FD1509'OF THE INTERSECTION OF
 FD1509'STATE HIGHWAY 100 AND CROW CUT ROAD, 25 FEET
 FD1509'NORTH OF THE CENTER OF AN ENTRANCE DRIVE
 FD1509'AND 24 FEET SOUTH OF THE
 FD1509'CENTER OF CROW CUT ROAD.  THE MARK IS FLUSH AND THE DISK IS
 FD1509'STAMPED CANEY
 FD1509'1953.
 FD1509'
 FD1509'REFERENCE MARK NO 1 IS 18 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 FD1509'DRIVE AND 1 FOOT NORTH OF A
 FD1509'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FD1509'IS STAMPED CANEY NO 1 1953.
 FD1509'
 FD1509'REFERENCE MARK NO 2 IS 20 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 FD1509'DRIVE, 2 FEET EAST FO A
 FD1509'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 FD1509'THE MARK PROJECTS 2 INCHES AND
 FD1509'THE DISK IS STAMPED CANEY NO 2 1953.
 FD1509'
 FD1509'AZIMUTH MARK IS 72 FEET WEST OF THE CENTER OF STATE HIGHWAY 100, 18
 FD1509'FEET NORTH OF THE CENTER OF
 FD1509'AN ENTRANCE DRIVE, 2 FEET WEST OF A WHITE WITNESS
 FD1509'POST AND 1 FOOT SOUTH OF A FENCE
 FD1509'LINE.  THE MARK PROJECTS 4 INCHES
 FD1509'AND THE DISK IS STAMPED CANEY 1953.
 FD1509'
 FD1509'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1509'96 IN FAIRVIEW, GO
 FD1509'SOUTHEAST ON HIGHWAY 100 FOR 2.2 MILES TO THE
 FD1509'INTERSECTION OF CROW CUT ROAD
 FD1509'AND THE STATION AS DESCRIBED.  CONTINUE
 FD1509'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FD1509'DESCRIBED.
 FD1509'
 FD1509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1058 ***********************************************************************
 GA1058  DESIGNATION -  CANEY AZ MK
 GA1058  PID         -  GA1058
 GA1058  STATE/COUNTY-  TN/GREENE
 GA1058  USGS QUAD   -  BAILEYTON (1971)
 GA1058
 GA1058                         *CURRENT SURVEY CONTROL
 GA1058  ___________________________________________________________________
 GA1058* NAD 83(1986)-  36 20 44.     (N)    082 47 14.     (W)     SCALED    
 GA1058* NAVD 88     -       381.743  (meters)    1252.44   (feet)  ADJUSTED  
 GA1058  ___________________________________________________________________
 GA1058  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1058  DYNAMIC HT  -         381.390 (meters)    1251.28  (feet)  COMP
 GA1058  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 GA1058
 GA1058  VERT ORDER  -  SECOND    CLASS 0
 GA1058
 GA1058.The horizontal coordinates were scaled from a topographic map and have
 GA1058.an estimated accuracy of +/- 6 seconds.
 GA1058
 GA1058.The orthometric height was determined by differential leveling
 GA1058.and adjusted by the National Geodetic Survey in June 1991..
 GA1058
 GA1058.The geoid height was determined by GEOID03.
 GA1058
 GA1058.The dynamic height is computed by dividing the NAVD 88
 GA1058.geopotential number by the normal gravity value computed on the
 GA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1058.degrees latitude (g = 980.6199 gals.).
 GA1058
 GA1058.The modeled gravity was interpolated from observed gravity values.
 GA1058
 GA1058;                    North         East    Units  Estimated Accuracy
 GA1058;SPC TN       -   227,990.      888,350.      MT  (+/- 180 meters Scaled)
 GA1058
 GA1058                          SUPERSEDED SURVEY CONTROL
 GA1058
 GA1058  NGVD 29 (??/??/92)  381.881  (m)         1252.89   (f) ADJ UNCH    2 0
 GA1058
 GA1058.Superseded values are not recommended for survey control.
 GA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1058.See file dsdata.txt to determine how the superseded data were derived.
 GA1058
 GA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA396237(NAD 83)
 GA1058_MARKER: DZ = AZIMUTH MARK DISK
 GA1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1058_SP_SET: SIDEWALK
 GA1058_STAMPING: CANEY 1961
 GA1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1058
 GA1058  HISTORY     - Date     Condition        Report By
 GA1058  HISTORY     - 1961     MONUMENTED       CGS
 GA1058  HISTORY     - 1972     GOOD             NGS
 GA1058
 GA1058                          STATION DESCRIPTION
 GA1058
 GA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1058'3 MI E FROM BAILEYTON.
 GA1058'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 2.95 MILES EAST ON
 GA1058'ROMEO ROAD TO THE V.E. JONES GROCERY IN THE CANEY CREEK COMMUNITY.
 GA1058'THE AZIMUTH MARK IS 68 FT. SOUTH OF THE CENTER OF THE PAVED ROAD,
 GA1058'4 FT. SOUTH OF THE NORTH EDGE OF THE SIDEWALK, 3.5 FT. NORTH OF
 GA1058'THE NORTHEAST CORNER OF THE STORE BUILDING, AND 2 FT. WEST OF THE
 GA1058'EAST EDGE OF THE SIDEWALK.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA1058'IN THE SIDEWALK.
 GA1058
 GA1058                          STATION RECOVERY (1972)
 GA1058
 GA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0286 ***********************************************************************
 GC0286  DESIGNATION -  CANEY RM 1
 GC0286  PID         -  GC0286
 GC0286  STATE/COUNTY-  TN/WILSON
 GC0286  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0286
 GC0286                         *CURRENT SURVEY CONTROL
 GC0286  ___________________________________________________________________
 GC0286* NAD 83(1986)-  36 10 06.     (N)    086 07 00.     (W)     SCALED    
 GC0286* NAVD 88     -       242.843  (meters)     796.73   (feet)  ADJUSTED  
 GC0286  ___________________________________________________________________
 GC0286  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0286  DYNAMIC HT  -         242.638 (meters)     796.05  (feet)  COMP
 GC0286  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0286
 GC0286  VERT ORDER  -  SECOND    CLASS 0
 GC0286
 GC0286.The horizontal coordinates were scaled from a topographic map and have
 GC0286.an estimated accuracy of +/- 6 seconds.
 GC0286
 GC0286.The orthometric height was determined by differential leveling
 GC0286.and adjusted by the National Geodetic Survey in June 1991..
 GC0286
 GC0286.The geoid height was determined by GEOID03.
 GC0286
 GC0286.The dynamic height is computed by dividing the NAVD 88
 GC0286.geopotential number by the normal gravity value computed on the
 GC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0286.degrees latitude (g = 980.6199 gals.).
 GC0286
 GC0286.The modeled gravity was interpolated from observed gravity values.
 GC0286
 GC0286;                    North         East    Units  Estimated Accuracy
 GC0286;SPC TN       -   203,600.      589,500.      MT  (+/- 180 meters Scaled)
 GC0286
 GC0286                          SUPERSEDED SURVEY CONTROL
 GC0286
 GC0286  NGVD 29 (??/??/92)  242.904  (m)          796.93   (f) ADJ UNCH    2 0
 GC0286
 GC0286.Superseded values are not recommended for survey control.
 GC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0286.See file dsdata.txt to determine how the superseded data were derived.
 GC0286
 GC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF794029(NAD 83)
 GC0286_MARKER: DR = REFERENCE MARK DISK
 GC0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0286_STAMPING: CANEY NO 1 1960
 GC0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0286+STABILITY: SURFACE MOTION
 GC0286
 GC0286  HISTORY     - Date     Condition        Report By
 GC0286  HISTORY     - 1960     MONUMENTED       CGS
 GC0286
 GC0286                          STATION DESCRIPTION
 GC0286
 GC0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0286'10.9 MI E FROM LEBANON.
 GC0286'THIS MARK IS LOCATED AT THE CANEY 1960 STATION SITE, 19.4 FT.
 GC0286'EAST OF THE STATION MARK AND 4 FT. NORTH OF A FENCE.  THE DISK
 GC0286'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1056 ***********************************************************************
 GA1056  DESIGNATION -  CANEY RM 1
 GA1056  PID         -  GA1056
 GA1056  STATE/COUNTY-  TN/GREENE
 GA1056  USGS QUAD   -  BAILEYTON (1971)
 GA1056
 GA1056                         *CURRENT SURVEY CONTROL
 GA1056  ___________________________________________________________________
 GA1056* NAD 83(1986)-  36 20 57.     (N)    082 47 39.     (W)     SCALED    
 GA1056* NAVD 88     -       410.573  (meters)    1347.02   (feet)  ADJUSTED  
 GA1056  ___________________________________________________________________
 GA1056  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1056  DYNAMIC HT  -         410.194 (meters)    1345.78  (feet)  COMP
 GA1056  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1056
 GA1056  VERT ORDER  -  SECOND    CLASS 0
 GA1056
 GA1056.The horizontal coordinates were scaled from a topographic map and have
 GA1056.an estimated accuracy of +/- 6 seconds.
 GA1056
 GA1056.The orthometric height was determined by differential leveling
 GA1056.and adjusted by the National Geodetic Survey in June 1991..
 GA1056
 GA1056.The geoid height was determined by GEOID03.
 GA1056
 GA1056.The dynamic height is computed by dividing the NAVD 88
 GA1056.geopotential number by the normal gravity value computed on the
 GA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1056.degrees latitude (g = 980.6199 gals.).
 GA1056
 GA1056.The modeled gravity was interpolated from observed gravity values.
 GA1056
 GA1056;                    North         East    Units  Estimated Accuracy
 GA1056;SPC TN       -   228,370.      887,720.      MT  (+/- 180 meters Scaled)
 GA1056
 GA1056                          SUPERSEDED SURVEY CONTROL
 GA1056
 GA1056  NGVD 29 (??/??/92)  410.712  (m)         1347.48   (f) ADJ UNCH    2 0
 GA1056
 GA1056.Superseded values are not recommended for survey control.
 GA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1056.See file dsdata.txt to determine how the superseded data were derived.
 GA1056
 GA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA390241(NAD 83)
 GA1056_MARKER: DR = REFERENCE MARK DISK
 GA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1056_STAMPING: CANEY NO 1 1961
 GA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1056+STABILITY: SURFACE MOTION
 GA1056
 GA1056  HISTORY     - Date     Condition        Report By
 GA1056  HISTORY     - 1961     MONUMENTED       CGS
 GA1056  HISTORY     - 1972     GOOD             NGS
 GA1056
 GA1056                          STATION DESCRIPTION
 GA1056
 GA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1056'3.2 MI E FROM BAILEYTON.
 GA1056'THIS MARK IS LOCATED AT THE CANEY 1961 STATION SITE, 71.6 FT.
 GA1056'NORTHEAST OF THE STATION MARK, 1.7 FT. EAST OF A WITNESS SIGN AND
 GA1056'1 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1056'FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR STATION CANEY.
 GA1056
 GA1056                          STATION RECOVERY (1972)
 GA1056
 GA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0288 ***********************************************************************
 GC0288  DESIGNATION -  CANEY RM 2
 GC0288  PID         -  GC0288
 GC0288  STATE/COUNTY-  TN/WILSON
 GC0288  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0288
 GC0288                         *CURRENT SURVEY CONTROL
 GC0288  ___________________________________________________________________
 GC0288* NAD 83(1986)-  36 10 06.     (N)    086 07 00.     (W)     SCALED    
 GC0288* NAVD 88     -       242.795  (meters)     796.57   (feet)  ADJUSTED  
 GC0288  ___________________________________________________________________
 GC0288  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0288  DYNAMIC HT  -         242.590 (meters)     795.90  (feet)  COMP
 GC0288  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0288
 GC0288  VERT ORDER  -  SECOND    CLASS 0
 GC0288
 GC0288.The horizontal coordinates were scaled from a topographic map and have
 GC0288.an estimated accuracy of +/- 6 seconds.
 GC0288
 GC0288.The orthometric height was determined by differential leveling
 GC0288.and adjusted by the National Geodetic Survey in June 1991..
 GC0288
 GC0288.The geoid height was determined by GEOID03.
 GC0288
 GC0288.The dynamic height is computed by dividing the NAVD 88
 GC0288.geopotential number by the normal gravity value computed on the
 GC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0288.degrees latitude (g = 980.6199 gals.).
 GC0288
 GC0288.The modeled gravity was interpolated from observed gravity values.
 GC0288
 GC0288;                    North         East    Units  Estimated Accuracy
 GC0288;SPC TN       -   203,600.      589,500.      MT  (+/- 180 meters Scaled)
 GC0288
 GC0288                          SUPERSEDED SURVEY CONTROL
 GC0288
 GC0288  NGVD 29 (??/??/92)  242.856  (m)          796.77   (f) ADJ UNCH    2 0
 GC0288
 GC0288.Superseded values are not recommended for survey control.
 GC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0288.See file dsdata.txt to determine how the superseded data were derived.
 GC0288
 GC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF794029(NAD 83)
 GC0288_MARKER: DR = REFERENCE MARK DISK
 GC0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0288_STAMPING: CANEY NO 2 1960
 GC0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0288+STABILITY: SURFACE MOTION
 GC0288
 GC0288  HISTORY     - Date     Condition        Report By
 GC0288  HISTORY     - 1960     MONUMENTED       CGS
 GC0288
 GC0288                          STATION DESCRIPTION
 GC0288
 GC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0288'10.9 MI E FROM LEBANON.
 GC0288'THIS MARK IS LOCATED AT THE CANEY 1960 STATION SITE, 18.3 FT.
 GC0288'WEST OF THE STATION MARK AND 3 FT. NORTH OF A FENCE.  THE
 GC0288'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0288'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1057 ***********************************************************************
 GA1057  DESIGNATION -  CANEY RM 2
 GA1057  PID         -  GA1057
 GA1057  STATE/COUNTY-  TN/GREENE
 GA1057  USGS QUAD   -  BAILEYTON (1971)
 GA1057
 GA1057                         *CURRENT SURVEY CONTROL
 GA1057  ___________________________________________________________________
 GA1057* NAD 83(1986)-  36 20 57.     (N)    082 47 39.     (W)     SCALED    
 GA1057* NAVD 88     -       409.860  (meters)    1344.68   (feet)  ADJUSTED  
 GA1057  ___________________________________________________________________
 GA1057  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1057  DYNAMIC HT  -         409.481 (meters)    1343.44  (feet)  COMP
 GA1057  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1057
 GA1057  VERT ORDER  -  SECOND    CLASS 0
 GA1057
 GA1057.The horizontal coordinates were scaled from a topographic map and have
 GA1057.an estimated accuracy of +/- 6 seconds.
 GA1057
 GA1057.The orthometric height was determined by differential leveling
 GA1057.and adjusted by the National Geodetic Survey in June 1991..
 GA1057
 GA1057.The geoid height was determined by GEOID03.
 GA1057
 GA1057.The dynamic height is computed by dividing the NAVD 88
 GA1057.geopotential number by the normal gravity value computed on the
 GA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1057.degrees latitude (g = 980.6199 gals.).
 GA1057
 GA1057.The modeled gravity was interpolated from observed gravity values.
 GA1057
 GA1057;                    North         East    Units  Estimated Accuracy
 GA1057;SPC TN       -   228,370.      887,720.      MT  (+/- 180 meters Scaled)
 GA1057
 GA1057                          SUPERSEDED SURVEY CONTROL
 GA1057
 GA1057  NGVD 29 (??/??/92)  409.999  (m)         1345.14   (f) ADJ UNCH    2 0
 GA1057
 GA1057.Superseded values are not recommended for survey control.
 GA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1057.See file dsdata.txt to determine how the superseded data were derived.
 GA1057
 GA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA390241(NAD 83)
 GA1057_MARKER: DR = REFERENCE MARK DISK
 GA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1057_STAMPING: CANEY NO 2 1961
 GA1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1057+STABILITY: SURFACE MOTION
 GA1057
 GA1057  HISTORY     - Date     Condition        Report By
 GA1057  HISTORY     - 1961     MONUMENTED       CGS
 GA1057  HISTORY     - 1972     GOOD             NGS
 GA1057
 GA1057                          STATION DESCRIPTION
 GA1057
 GA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1057'3.2 MI E FROM BAILEYTON.
 GA1057'THIS MARK IS LOCATED AT THE CANEY 1961 STATION SITE, 59 FT.
 GA1057'NORTHWEST OF THE STATION MARK AND 1 FT. SOUTH OF A WIRE FENCE.
 GA1057'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA1057'NOTE-- SEE DESCRIPTION FOR STATION CANEY.
 GA1057
 GA1057                          STATION RECOVERY (1972)
 GA1057
 GA1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2067 ***********************************************************************
 GA2067  DESIGNATION -  CANSLER
 GA2067  PID         -  GA2067
 GA2067  STATE/COUNTY-  TN/HAMBLEN
 GA2067  USGS QUAD   -  SPRINGVALE (1980)
 GA2067
 GA2067                         *CURRENT SURVEY CONTROL
 GA2067  ___________________________________________________________________
 GA2067* NAD 83(1995)-  36 10 08.33135(N)    083 13 08.75481(W)     ADJUSTED  
 GA2067* NAVD 88     -       354.448  (meters)    1162.88   (feet)  ADJUSTED  
 GA2067  ___________________________________________________________________
 GA2067  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 GA2067  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2067  DYNAMIC HT  -         354.119 (meters)    1161.81  (feet)  COMP
 GA2067  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA2067
 GA2067  HORZ ORDER  -  SECOND
 GA2067  VERT ORDER  -  SECOND    CLASS 0
 GA2067
 GA2067.The horizontal coordinates were established by classical geodetic methods
 GA2067.and adjusted by the National Geodetic Survey in April 1999..
 GA2067
 GA2067.The orthometric height was determined by differential leveling
 GA2067.and adjusted by the National Geodetic Survey in June 1991..
 GA2067
 GA2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2067
 GA2067.The geoid height was determined by GEOID03.
 GA2067
 GA2067.The dynamic height is computed by dividing the NAVD 88
 GA2067.geopotential number by the normal gravity value computed on the
 GA2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2067.degrees latitude (g = 980.6199 gals.).
 GA2067
 GA2067.The modeled gravity was interpolated from observed gravity values.
 GA2067
 GA2067;                    North         East     Units Scale Factor Converg.
 GA2067;SPC TN       -   207,219.220   850,158.011   MT  0.99996543   +1 37 41.0
 GA2067;SPC TN       -   679,851.72  2,789,226.74   sFT  0.99996543   +1 37 41.0
 GA2067;UTM  17      - 4,004,972.905   300,410.197   MT  1.00009086   -1 18 36.3
 GA2067
 GA2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2067!SPC TN       -   0.99994926  x   0.99996543  =   0.99991469
 GA2067!UTM  17      -   0.99994926  x   1.00009086  =   1.00004012
 GA2067
 GA2067|---------------------------------------------------------------------|
 GA2067| PID    Reference Object                     Distance      Geod. Az  |
 GA2067|                                                           dddmmss.s |
 GA2067| GA2068 CANSLER RM 1                         41.364 METERS 09956     |
 GA2067| GA3508 LOWLAND STAUFFER SMOKE STACK        APPROX. 1.1 KM 1700026.0 |
 GA2067| GA2066 CANSLER AZ MK                                      2534423.8 |
 GA2067| GA2069 CANSLER RM 2                         29.823 METERS 32156     |
 GA2067|---------------------------------------------------------------------|
 GA2067
 GA2067                          SUPERSEDED SURVEY CONTROL
 GA2067
 GA2067  NAD 83(1995)-  36 10 08.33618(N)    083 13 08.75867(W) AD(       ) 2
 GA2067  NAD 83(1995)-  36 10 08.34131(N)    083 13 08.76127(W) AD(       ) 2
 GA2067  NAD 83(1995)-  36 10 08.33766(N)    083 13 08.75837(W) AD(       ) 2
 GA2067  NAD 83(1986)-  36 10 08.34125(N)    083 13 08.75821(W) AD(       ) 2
 GA2067  NAD 27      -  36 10 07.99870(N)    083 13 09.16380(W) AD(       ) 2
 GA2067  NGVD 29 (??/??/92)  354.580  (m)         1163.32   (f) ADJ UNCH    2 0
 GA2067
 GA2067.Superseded values are not recommended for survey control.
 GA2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2067.See file dsdata.txt to determine how the superseded data were derived.
 GA2067
 GA2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0041004973(NAD 83)
 GA2067_MARKER: DE = TRAVERSE STATION DISK
 GA2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2067_STAMPING: CANSLER 1961
 GA2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2067+STABILITY: SURFACE MOTION
 GA2067
 GA2067  HISTORY     - Date     Condition        Report By
 GA2067  HISTORY     - 1961     MONUMENTED       CGS
 GA2067  HISTORY     - 1961     GOOD             CGS
 GA2067  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA2067  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2067  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2067
 GA2067                          STATION DESCRIPTION
 GA2067
 GA2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2067'THE STATION IS LOCATED ON THE PROPERTY OF MR. ALBERT CANSLER, ABOUT 4
 GA2067'MILES SOUTHEAST OF
 GA2067'MORRISTOWN, ABOUT 2 MILES NORTHWEST OF LOWLAND AND ABOUT
 GA2067'150 YARDS EAST OF STATE HIGHWAY
 GA2067'160.
 GA2067'
 GA2067'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 25E AND 11E
 GA2067'IN MORRISTOWN, GO
 GA2067'SOUTHERLY ON U.  S.  HIGHWAY 25E FOR 1.65 MILES TO THE
 GA2067'JUNCTION OF U.  S.  HIGHWAY 25E
 GA2067'AND STATE HIGHWAY 160, TURN LEFT ON
 GA2067'STATE HIGHWAY 160 AND GO 3.9 MILES TO A CROSSROAD
 GA2067'AT THE LOWLAND
 GA2067'GROCERY ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO A WHITE FRAME
 GA2067'HOUSE ON THE
 GA2067'RIGHT AND THE STATION ON THE LEFT.
 GA2067'
 GA2067'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CANSLER 1961,
 GA2067'SET IN A SQUARE CONCRETE
 GA2067'MONUMENT WHICH IS FLUSH.  IT IS 78 FEET NORTH OF THE
 GA2067'NORTHEAST CORNER OF MR.  DONALD B.
 GA2067'BROOKS RESIDENCE, 43 FEET
 GA2067'NORTHWEST OF A FENCE CORNER POST, 23 FEET NORTH OF
 GA2067'THE CENTER OF A
 GA2067'GRAVELED ROAD AND 10.1 FEET SOUTHWEST OF A WITNESS SIGN AND A WIRE
 GA2067'FENCE.
 GA2067'
 GA2067'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CANSLER NO 1 1961,
 GA2067'CEMENTED IN A DRILLED HOLE
 GA2067'IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS 3
 GA2067'INCHES.  IT IS 14 FEET NORTH OF
 GA2067'THE CENTER OF A GRAVELED ROAD, 7 FEET
 GA2067'NORTHWEST OF A 10-INCH TREE, 2 FEET NORTH OF A
 GA2067'WIRE FENCE AND 2 FEET
 GA2067'NORTHWEST OF THE SOUTH GATE POST.
 GA2067'
 GA2067'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CANSLER NO 2 1961,
 GA2067'SET IN A SQUARE CONCRETE
 GA2067'MONUMENT WHICH IS FLUSH.  IT IS 97 FEET NORTH OF THE
 GA2067'CENTER OF A GRAVELED ROAD AND 2
 GA2067'FEET WEST OF A WIRE FENCE.
 GA2067'
 GA2067'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CANSLER 1961, SET IN A
 GA2067'SQUARE CONCRETE
 GA2067'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 78 FEET NORTHEAST
 GA2067'OF THE CENTER OF A T-ROAD,
 GA2067'18 FEET EAST OF THE SOUTH GATE POST, 16
 GA2067'FEET NORTH OF THE CENTER OF AN EAST-WEST
 GA2067'ROAD, 1.7 FEET NORTHEAST OF
 GA2067'A WITNESS SIGN, AND 1 FOOT SOUTH OF A WIRE FENCE.
 GA2067'
 GA2067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY FOR 0.05
 GA2067'MILE TO LOWLAND
 GA2067'GROCERY AND STATE HIGHWAY 160, CROSS STATE HIGHWAY 160 AND GO
 GA2067'WEST ON A HARD SURFACE
 GA2067'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 GA2067'RIGHT.
 GA2067'
 GA2067'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GA2067
 GA2067                          STATION RECOVERY (1961)
 GA2067
 GA2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2067'1.4 MI NW FROM LOWLAND.
 GA2067'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2067'MILES SOUTHEAST OF MORRISTOWN), GO 0.8 MILE WEST ON A GRAVELED
 GA2067'AND PAVED ROAD TO THE JUNCTION OF STATE HIGHWAY 160, THEN GO
 GA2067'0.6 MILE NORTHWEST ON STATE HIGHWAY 160 TO A CROSSROAD JUST
 GA2067'BEFORE REACHING THE LOWLAND GROCERY STORE, THEN GO 0.05 MILE
 GA2067'EAST TO A WHITE FRAME HOUSE ON THE RIGHT AND THE STATION ON
 GA2067'THE LEFT.  THE STATION MARK IS 78 FT. NORTH OF THE NORTHEAST
 GA2067'CORNER OF MR. DONALD B. BROOKS RESIDENCE, 43 FT. NORTHWEST OF
 GA2067'A FENCE CORNER POST, 23 FT. NORTH OF THE CENTER OF THE GRAVELED
 GA2067'ROAD AND 10.1 FT. SOUTHWEST OF A WITNESS SIGN AND WIRE FENCE.  THE
 GA2067'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA2067
 GA2067                          STATION RECOVERY (1978)
 GA2067
 GA2067'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978 (JSL)
 GA2067'SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED BY HWY. CONST.
 GA2067'INTERCHANGE HERE NOW.
 GA2067'
 GA2067'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 4 MI SE OF
 GA2067'MORRISTOWN.
 GA2067
 GA2067                          STATION RECOVERY (1980)
 GA2067
 GA2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2067'THE STATION AND REFERENCE MARKS WERE NOT FOUND AND ARE ASSUMED
 GA2067'DESTROYED BY CONSTRUCTION OF AN INTERCHANGE OF I 81.  THE AZIMUTH
 GA2067'MARK WAS FOUND IN GOOD CONDITION.  IT IS 22 FEET SOUTHEAST OF A
 GA2067'PAVED ROAD AND 0.1 MILE SOUTHWEST OF ST HIGHWAY 60.
 GA2067
 GA2067                          STATION RECOVERY (1980)
 GA2067
 GA2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2066 ***********************************************************************
 GA2066  DESIGNATION -  CANSLER AZ MK
 GA2066  PID         -  GA2066
 GA2066  STATE/COUNTY-  TN/HAMBLEN
 GA2066  USGS QUAD   -  SPRINGVALE (1980)
 GA2066
 GA2066                         *CURRENT SURVEY CONTROL
 GA2066  ___________________________________________________________________
 GA2066* NAD 83(1986)-  36 10 06.     (N)    083 13 20.     (W)     SCALED    
 GA2066* NAVD 88     -       360.493  (meters)    1182.72   (feet)  ADJUSTED  
 GA2066  ___________________________________________________________________
 GA2066  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2066  DYNAMIC HT  -         360.159 (meters)    1181.62  (feet)  COMP
 GA2066  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA2066
 GA2066  VERT ORDER  -  SECOND    CLASS 0
 GA2066
 GA2066.The horizontal coordinates were scaled from a topographic map and have
 GA2066.an estimated accuracy of +/- 6 seconds.
 GA2066
 GA2066.The orthometric height was determined by differential leveling
 GA2066.and adjusted by the National Geodetic Survey in June 1991..
 GA2066
 GA2066.The geoid height was determined by GEOID03.
 GA2066
 GA2066.The dynamic height is computed by dividing the NAVD 88
 GA2066.geopotential number by the normal gravity value computed on the
 GA2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2066.degrees latitude (g = 980.6199 gals.).
 GA2066
 GA2066.The modeled gravity was interpolated from observed gravity values.
 GA2066
 GA2066;                    North         East    Units  Estimated Accuracy
 GA2066;SPC TN       -   207,140.      849,880.      MT  (+/- 180 meters Scaled)
 GA2066
 GA2066                          SUPERSEDED SURVEY CONTROL
 GA2066
 GA2066  NGVD 29 (??/??/92)  360.626  (m)         1183.15   (f) ADJ UNCH    2 0
 GA2066
 GA2066.Superseded values are not recommended for survey control.
 GA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2066.See file dsdata.txt to determine how the superseded data were derived.
 GA2066
 GA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA001049(NAD 83)
 GA2066_MARKER: DZ = AZIMUTH MARK DISK
 GA2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2066_STAMPING: CANSLER 1961
 GA2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2066+STABILITY: SURFACE MOTION
 GA2066
 GA2066  HISTORY     - Date     Condition        Report By
 GA2066  HISTORY     - 1961     MONUMENTED       CGS
 GA2066
 GA2066                          STATION DESCRIPTION
 GA2066
 GA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2066'1.6 MI NW FROM LOWLAND.
 GA2066'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2066'MILES SOUTHEAST OF MORRISTOWN), GO 0.8 MILE WEST ON A GRAVELED
 GA2066'AND PAVED ROAD TO THE JUNCTION OF STATE HIGHWAY 160, THEN GO
 GA2066'0.6 MILE NORTHWEST ON STATE HIGHWAY 160 TO A CROSSROAD JUST
 GA2066'BEFORE REACHING THE LOWLAND GROCERY STORE, THEN GO 0.15 MILE
 GA2066'WEST ON A PAVED ROAD TO A Y JUNCTION.  THE AZIMUTH MARK IS 78 FT.
 GA2066'NORTHEAST OF THE CENTER OF THE JUNCTION, 18 FT. EAST OF THE SOUTH
 GA2066'GATE POST, 16 FT. NORTH OF THE CENTER OF AN EAST-WEST ROAD, 1.7
 GA2066'FT. NORTHEAST OF A WITNESS SIGN, AND 1 FT. SOUTH OF A WIRE
 GA2066'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA2066'4 INCHES.  NOTE-- TO REACH BENCH MARK C 240 FROM THIS POINT,
 GA2066'GO 0.45 MILE SOUTHWEST ON A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2068 ***********************************************************************
 GA2068  DESIGNATION -  CANSLER RM 1
 GA2068  PID         -  GA2068
 GA2068  STATE/COUNTY-  TN/HAMBLEN
 GA2068  USGS QUAD   -  SPRINGVALE (1980)
 GA2068
 GA2068                         *CURRENT SURVEY CONTROL
 GA2068  ___________________________________________________________________
 GA2068* NAD 83(1986)-  36 10 08.     (N)    083 13 10.     (W)     SCALED    
 GA2068* NAVD 88     -       352.419  (meters)    1156.23   (feet)  ADJUSTED  
 GA2068  ___________________________________________________________________
 GA2068  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2068  DYNAMIC HT  -         352.093 (meters)    1155.16  (feet)  COMP
 GA2068  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA2068
 GA2068  VERT ORDER  -  SECOND    CLASS 0
 GA2068
 GA2068.The horizontal coordinates were scaled from a topographic map and have
 GA2068.an estimated accuracy of +/- 6 seconds.
 GA2068
 GA2068.The orthometric height was determined by differential leveling
 GA2068.and adjusted by the National Geodetic Survey in June 1991..
 GA2068
 GA2068.The geoid height was determined by GEOID03.
 GA2068
 GA2068.The dynamic height is computed by dividing the NAVD 88
 GA2068.geopotential number by the normal gravity value computed on the
 GA2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2068.degrees latitude (g = 980.6199 gals.).
 GA2068
 GA2068.The modeled gravity was interpolated from observed gravity values.
 GA2068
 GA2068;                    North         East    Units  Estimated Accuracy
 GA2068;SPC TN       -   207,210.      850,130.      MT  (+/- 180 meters Scaled)
 GA2068
 GA2068                          SUPERSEDED SURVEY CONTROL
 GA2068
 GA2068  NGVD 29 (??/??/92)  352.552  (m)         1156.66   (f) ADJ UNCH    2 0
 GA2068
 GA2068.Superseded values are not recommended for survey control.
 GA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2068.See file dsdata.txt to determine how the superseded data were derived.
 GA2068
 GA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA003049(NAD 83)
 GA2068_MARKER: DR = REFERENCE MARK DISK
 GA2068_SETTING: 66 = SET IN ROCK OUTCROP
 GA2068_SP_SET: BEDROCK
 GA2068_STAMPING: CANSLER NO 1 1961
 GA2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2068+STABILITY: POSITION/ELEVATION WELL
 GA2068
 GA2068  HISTORY     - Date     Condition        Report By
 GA2068  HISTORY     - 1961     MONUMENTED       CGS
 GA2068
 GA2068                          STATION DESCRIPTION
 GA2068
 GA2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2068'1.4 MI NW FROM LOWLAND.
 GA2068'THIS MARK IS LOCATED AT THE CANSLER 1961 STATION SITE, 135.7
 GA2068'FT. EAST OF THE STATION MARK, 14 FT. NORTH OF THE CENTER OF A
 GA2068'GRAVELED ROAD, 7 FT. NORTHWEST OF A 10-INCH TREE, 2 FT. NORTH
 GA2068'OF A WIRE FENCE AND 2 FT. NORTHWEST OF THE SOUTH GATE POST.  THE DISK
 GA2068'IS CEMENTED IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 GA2068'PROJECTS 3 INCHES.  NOTE-- SEE DESCR. FOR STATION CANSLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2069 ***********************************************************************
 GA2069  DESIGNATION -  CANSLER RM 2
 GA2069  PID         -  GA2069
 GA2069  STATE/COUNTY-  TN/HAMBLEN
 GA2069  USGS QUAD   -  SPRINGVALE (1980)
 GA2069
 GA2069                         *CURRENT SURVEY CONTROL
 GA2069  ___________________________________________________________________
 GA2069* NAD 83(1986)-  36 10 07.     (N)    083 13 09.     (W)     SCALED    
 GA2069* NAVD 88     -       352.749  (meters)    1157.31   (feet)  ADJUSTED  
 GA2069  ___________________________________________________________________
 GA2069  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2069  DYNAMIC HT  -         352.422 (meters)    1156.24  (feet)  COMP
 GA2069  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA2069
 GA2069  VERT ORDER  -  SECOND    CLASS 0
 GA2069
 GA2069.The horizontal coordinates were scaled from a topographic map and have
 GA2069.an estimated accuracy of +/- 6 seconds.
 GA2069
 GA2069.The orthometric height was determined by differential leveling
 GA2069.and adjusted by the National Geodetic Survey in June 1991..
 GA2069
 GA2069.The geoid height was determined by GEOID03.
 GA2069
 GA2069.The dynamic height is computed by dividing the NAVD 88
 GA2069.geopotential number by the normal gravity value computed on the
 GA2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2069.degrees latitude (g = 980.6199 gals.).
 GA2069
 GA2069.The modeled gravity was interpolated from observed gravity values.
 GA2069
 GA2069;                    North         East    Units  Estimated Accuracy
 GA2069;SPC TN       -   207,180.      850,150.      MT  (+/- 180 meters Scaled)
 GA2069
 GA2069                          SUPERSEDED SURVEY CONTROL
 GA2069
 GA2069  NGVD 29 (??/??/92)  352.881  (m)         1157.74   (f) ADJ UNCH    2 0
 GA2069
 GA2069.Superseded values are not recommended for survey control.
 GA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2069.See file dsdata.txt to determine how the superseded data were derived.
 GA2069
 GA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA004049(NAD 83)
 GA2069_MARKER: DR = REFERENCE MARK DISK
 GA2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2069_STAMPING: CANSLER NO 2 1961
 GA2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2069+STABILITY: SURFACE MOTION
 GA2069
 GA2069  HISTORY     - Date     Condition        Report By
 GA2069  HISTORY     - 1961     MONUMENTED       CGS
 GA2069
 GA2069                          STATION DESCRIPTION
 GA2069
 GA2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2069'1.4 MI NW FROM LOWLAND.
 GA2069'THIS MARK IS LOCATED AT THE CANSLER 1961 STATION SITE, 98 FT.
 GA2069'NORTHWEST OF THE STATION MARK, 97 FT. NORTH OF THE CENTER OF A
 GA2069'GRAVELED ROAD AND 2 FT. WEST OF A WIRE FENCE.  THE DISK IS SET
 GA2069'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- SEE
 GA2069'DESCR. FOR STATION CANSLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2599 ***********************************************************************
 GB2599  DESIGNATION -  CAP
 GB2599  PID         -  GB2599
 GB2599  STATE/COUNTY-  TN/MORGAN
 GB2599  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2599
 GB2599                         *CURRENT SURVEY CONTROL
 GB2599  ___________________________________________________________________
 GB2599* NAD 83(1995)-  36 05 19.44228(N)    084 33 56.02993(W)     ADJUSTED  
 GB2599* NAVD 88     -       400.9    (meters)    1315.     (feet)  VERTCON   
 GB2599  ___________________________________________________________________
 GB2599  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GB2599  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB2599
 GB2599  HORZ ORDER  -  SECOND
 GB2599
 GB2599.The horizontal coordinates were established by classical geodetic methods
 GB2599.and adjusted by the National Geodetic Survey in April 1999..
 GB2599
 GB2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2599
 GB2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2599
 GB2599.The geoid height was determined by GEOID03.
 GB2599
 GB2599;                    North         East     Units Scale Factor Converg.
 GB2599;SPC TN       -   195,707.604   729,178.990   MT  0.99995825   +0 50 23.2
 GB2599;SPC TN       -   642,084.03  2,392,314.74   sFT  0.99995825   +0 50 23.2
 GB2599;UTM  16      - 3,996,534.205   719,184.243   MT  1.00019199   +1 26 04.4
 GB2599
 GB2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2599!SPC TN       -   0.99994171  x   0.99995825  =   0.99989996
 GB2599!UTM  16      -   0.99994171  x   1.00019199  =   1.00013369
 GB2599
 GB2599:                Primary Azimuth Mark                     Grid Az
 GB2599:SPC TN       -  CAP AZ MK                                118 03 59.4
 GB2599:UTM  16      -  CAP AZ MK                                117 28 18.2
 GB2599
 GB2599|---------------------------------------------------------------------|
 GB2599| PID    Reference Object                     Distance      Geod. Az  |
 GB2599|                                                           dddmmss.s |
 GB2599| DB8941 CAP AZ MK                                          1185422.6 |
 GB2599| DB8942 CAP RM 1                             11.068 METERS 13004     |
 GB2599| DB8943 CAP RM 2                             12.575 METERS 28733     |
 GB2599|---------------------------------------------------------------------|
 GB2599
 GB2599                          SUPERSEDED SURVEY CONTROL
 GB2599
 GB2599  NAD 83(1995)-  36 05 19.44844(N)    084 33 56.03097(W) AD(       ) 2
 GB2599  NAD 83(1995)-  36 05 19.45040(N)    084 33 56.03191(W) AD(       ) 2
 GB2599  NAD 83(1986)-  36 05 19.45422(N)    084 33 56.02937(W) AD(       ) 2
 GB2599  NAD 27      -  36 05 19.18154(N)    084 33 56.25224(W) AD(       ) 2
 GB2599  NGVD 29 (07/19/86)  401.0    (m)         1316.     (f) VERT ANG       
 GB2599
 GB2599.Superseded values are not recommended for survey control.
 GB2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2599.See file dsdata.txt to determine how the superseded data were derived.
 GB2599
 GB2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1918496534(NAD 83)
 GB2599_MARKER: DD = SURVEY DISK
 GB2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2599
 GB2599  HISTORY     - Date     Condition        Report By
 GB2599  HISTORY     - 1965     MONUMENTED       TNHD
 GB2599  HISTORY     - 1999     GOOD             LOCSUR
 GB2599
 GB2599                          STATION DESCRIPTION
 GB2599
 GB2599'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2599'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF WARTBURG.
 GB2599'
 GB2599'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO SOUTH ON
 GB2599'U.S. HIGHWAY 27 FOR 2.2 MILES TO THE STATION ON THE LEFT.
 GB2599'
 GB2599'THE STATION IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GB2599'HIGHWAY 27, 22 FEET SOUTH OF A TULIP POPLAR TREE, 21 FEET
 GB2599'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 21 FEET
 GB2599'NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND
 GB2599'1.6 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE SURFACE AND
 GB2599'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2599'DISKS AND THE DISKS ARE STAMPED CAP 1965.  THE UNDERGROUND MARK IS
 GB2599'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GB2599'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2599'
 GB2599'REFERENCE MARK NO. 1 IS 44 FEET WEST OF AN 8-INCH WALNUT TREE, 23
 GB2599'FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27 AND
 GB2599'16 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  IT
 GB2599'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2599'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CAP RM-1
 GB2599'1965.
 GB2599'
 GB2599'REFERENCE MARK NO. 2 IS 31 FEET SOUTHEAST OF A UTILITY POLE, 25 FEET
 GB2599'NORTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27, 20
 GB2599'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 7
 GB2599'FEET SOUTHWEST OF A 4-INCH PINE TREE.  IT IS A STANDARD TENNESSEE
 GB2599'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2599'MONUMENT AND THE DISK IS STAMPED CAP RM-2 1965.
 GB2599'
 GB2599'THE AZIMUTH MARK IS 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2599'U.S. HIGHWAY 27, 10 FEET NORTHWEST OF THE CORNER OF A BRICK
 GB2599'RETAINING WALL, 5 FEET NORTHWEST OF A POWER POLE AND 2.0 FEET
 GB2599'NORTHWEST OF A METAL WITNESS POST, WITH SIGN.  IT IS A STANDARD
 GB2599'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2599'CONCRETE MONUMENT AND THE DISK IS STAMPED CAP AZI 1965.
 GB2599'
 GB2599'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD ON
 GB2599'U.S. HIGHWAY 27 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB2599'
 GB2599'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2599
 GB2599                          STATION RECOVERY (1999)
 GB2599
 GB2599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 GB2599'THE STATION WAS RECOVERED IN GOOD CONDITION, APPROXIMATLY 1 FOOT
 GB2599'SOUTH OF A WITNESS POST AND A HIGHWAY CONCRETE RIGHT OF WAY
 GB2599'MARKER.  TULIP POPLAR TREE IS NOW A BURNED, BLACKENED STUMP ABOUT
 GB2599'TWO FOOT TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0812 ***********************************************************************
 GC0812  DESIGNATION -  CAPITOL
 GC0812  PID         -  GC0812
 GC0812  STATE/COUNTY-  TN/DAVIDSON
 GC0812  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0812
 GC0812                         *CURRENT SURVEY CONTROL
 GC0812  ___________________________________________________________________
 GC0812* NAD 83(1986)-  36 09 56.     (N)    086 47 01.     (W)     SCALED    
 GC0812* NAVD 88     -       168.919  (meters)     554.20   (feet)  ADJUSTED  
 GC0812  ___________________________________________________________________
 GC0812  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0812  DYNAMIC HT  -         168.774 (meters)     553.72  (feet)  COMP
 GC0812  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0812
 GC0812  VERT ORDER  -  SECOND    CLASS 0
 GC0812
 GC0812.The horizontal coordinates were scaled from a topographic map and have
 GC0812.an estimated accuracy of +/- 6 seconds.
 GC0812
 GC0812.The orthometric height was determined by differential leveling
 GC0812.and adjusted by the National Geodetic Survey in June 1991..
 GC0812
 GC0812.The geoid height was determined by GEOID03.
 GC0812
 GC0812.The dynamic height is computed by dividing the NAVD 88
 GC0812.geopotential number by the normal gravity value computed on the
 GC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0812.degrees latitude (g = 980.6199 gals.).
 GC0812
 GC0812.The modeled gravity was interpolated from observed gravity values.
 GC0812
 GC0812;                    North         East    Units  Estimated Accuracy
 GC0812;SPC TN       -   203,570.      529,500.      MT  (+/- 180 meters Scaled)
 GC0812
 GC0812                          SUPERSEDED SURVEY CONTROL
 GC0812
 GC0812  NGVD 29 (??/??/92)  168.943  (m)          554.27   (f) ADJ UNCH    2 0
 GC0812
 GC0812.Superseded values are not recommended for survey control.
 GC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0812.See file dsdata.txt to determine how the superseded data were derived.
 GC0812
 GC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF194023(NAD 83)
 GC0812_MARKER: DD = SURVEY DISK
 GC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0812_STAMPING: CAPITOL 1961
 GC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0812+STABILITY: SURFACE MOTION
 GC0812
 GC0812  HISTORY     - Date     Condition        Report By
 GC0812  HISTORY     - 1961     MONUMENTED       TNHD
 GC0812
 GC0812                          STATION DESCRIPTION
 GC0812
 GC0812'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0812'IN NASHVILLE.
 GC0812'THE STATION IS LOCATED ON THE GROUNDS OF THE TENNESSEE STATE
 GC0812'CAPITOL BUILDING.  THE MARK IS 30 FEET EAST OF THE SOUTHEAST
 GC0812'CORNER OF THE STATE CAPITOL BUILDING, AND 25 FEET WEST OF THE
 GC0812'CENTERLINE OF THE DRIVE AROUND THE CAPITOL.  THE MARK IS SET IN
 GC0812'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2252 ***********************************************************************
 GC2252  DESIGNATION -  CAPITOL
 GC2252  PID         -  GC2252
 GC2252  STATE/COUNTY-  TN/DAVIDSON
 GC2252  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2252
 GC2252                         *CURRENT SURVEY CONTROL
 GC2252  ___________________________________________________________________
 GC2252* NAD 83(1995)-  36 09 56.02230(N)    086 47 01.09874(W)     ADJUSTED  
 GC2252* NAVD 88     -       168.92   (+/-2cm)     554.2    (feet)  VERTCON   
 GC2252  ___________________________________________________________________
 GC2252  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GC2252  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2252
 GC2252  HORZ ORDER  -  SECOND
 GC2252  VERT ORDER  -  THIRD ? (See Below)
 GC2252
 GC2252.The horizontal coordinates were established by classical geodetic methods
 GC2252.and adjusted by the National Geodetic Survey in April 1999..
 GC2252
 GC2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2252.The vertical order pertains to the NGVD 29 superseded value.
 GC2252
 GC2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2252
 GC2252.The geoid height was determined by GEOID03.
 GC2252
 GC2252;                    North         East     Units Scale Factor Converg.
 GC2252;SPC TN       -   203,567.765   529,495.454   MT  0.99996509   -0 27 31.6
 GC2252;SPC TN       -   667,871.91  1,737,186.34   sFT  0.99996509   -0 27 31.6
 GC2252;UTM  16      - 4,002,333.607   519,459.318   MT  0.99960467   +0 07 39.6
 GC2252
 GC2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2252!SPC TN       -   0.99997809  x   0.99996509  =   0.99994318
 GC2252!UTM  16      -   0.99997809  x   0.99960467  =   0.99958277
 GC2252
 GC2252:                Primary Azimuth Mark                     Grid Az
 GC2252:SPC TN       -  CAPITOL AZ MK                            162 13 46.0
 GC2252:UTM  16      -  CAPITOL AZ MK                            161 38 34.8
 GC2252
 GC2252|---------------------------------------------------------------------|
 GC2252| PID    Reference Object                     Distance      Geod. Az  |
 GC2252|                                                           dddmmss.s |
 GC2252| GC0810 CAPITOL AZ MK                                      1614614.4 |
 GC2252| GC0813 CAPITOL RM 1                         21.034 METERS 25329     |
 GC2252| GC0811 CAPITOL RM 2                         28.124 METERS 31755     |
 GC2252|---------------------------------------------------------------------|
 GC2252
 GC2252                          SUPERSEDED SURVEY CONTROL
 GC2252
 GC2252  NAD 83(1995)-  36 09 56.02414(N)    086 47 01.10076(W) AD(       ) 2
 GC2252  NAD 83(1995)-  36 09 56.02610(N)    086 47 01.10092(W) AD(       ) 2
 GC2252  NAD 83(1986)-  36 09 56.03195(N)    086 47 01.10210(W) AD(       ) 2
 GC2252  NAD 27      -  36 09 55.82960(N)    086 47 01.10540(W) AD(       ) 2
 GC2252  NGVD 29 (07/19/86)  168.94   (m)          554.3    (f) LEVELING    3  
 GC2252
 GC2252.Superseded values are not recommended for survey control.
 GC2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2252.See file dsdata.txt to determine how the superseded data were derived.
 GC2252
 GC2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1945902334(NAD 83)
 GC2252_MARKER: DD = SURVEY DISK
 GC2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2252
 GC2252  HISTORY     - Date     Condition        Report By
 GC2252  HISTORY     - 1961     MONUMENTED       TNHD
 GC2252
 GC2252                          STATION DESCRIPTION
 GC2252
 GC2252'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2252'THE STATION IS LOCATED ON THE GROUNDS OF THE TENNESSEE STATE CAPITOL
 GC2252'BUILDING.
 GC2252'
 GC2252'THE STATION IS 30 FEET EAST OF THE SOUTHEAST CORNER OF THE CAPITOL
 GC2252'BUILDING WALKWAY AND 25 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2252'DRIVE AROUND THE CAPITOL BUILDING.  THE SURFACE AND UNDERGROUND MARKS
 GC2252'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED CAPITOL
 GC2252'1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GC2252'THE SURFACE STATION MARK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2252'MONUMENT.
 GC2252'
 GC2252'REFERENCE MARK NO. 1 IS 39 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2252'OF THE DRIVE AROUND THE CAPITOL BUILDING AND 6 INCHES EAST OF
 GC2252'THE WALKWAY AROUND THE CAPITOL BUILDING.  THE MARK IS A STANDARD
 GC2252'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2252'CONCRETE MONUMENT, AND THE DISK IS STAMPED CAPITOL RM-1 1961.
 GC2252'
 GC2252'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2252'DRIVE AROUND THE CAPITOL BUILDING AND 10 INCHES SOUTH OF THE
 GC2252'WALKWAY AROUND THE CAPITOL BUILDING.  THE MARK IS A STANDARD
 GC2252'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2252'CONCRETE MONUMENT, AND THE DISK IS STAMPED CAPITOL RM-2 1961.
 GC2252'
 GC2252'THE AZIMUTH MARK IS 25 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC2252'CAPITOL BOULEVARD, 20 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 GC2252'Y.M.C.A. BUILDING, AND 1 FOOT NORTH OF A LAMP POLE.  THE MARK IS A
 GC2252'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A
 GC2252'DRILLED HOLE IN A SIDEWALK, AND THE DISK IS STAMPED CAPITOL AZI 1961.
 GC2252'
 GC2252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON CAPITOL
 GC2252'BOULEVARD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2252'
 GC2252'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0810 ***********************************************************************
 GC0810  DESIGNATION -  CAPITOL AZ MK
 GC0810  PID         -  GC0810
 GC0810  STATE/COUNTY-  TN/DAVIDSON
 GC0810  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0810
 GC0810                         *CURRENT SURVEY CONTROL
 GC0810  ___________________________________________________________________
 GC0810* NAD 83(1986)-  36 09 50.     (N)    086 46 58.     (W)     SCALED    
 GC0810* NAVD 88     -       158.002  (meters)     518.38   (feet)  ADJUSTED  
 GC0810  ___________________________________________________________________
 GC0810  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0810  DYNAMIC HT  -         157.867 (meters)     517.94  (feet)  COMP
 GC0810  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0810
 GC0810  VERT ORDER  -  SECOND    CLASS 0
 GC0810
 GC0810.The horizontal coordinates were scaled from a topographic map and have
 GC0810.an estimated accuracy of +/- 6 seconds.
 GC0810
 GC0810.The orthometric height was determined by differential leveling
 GC0810.and adjusted by the National Geodetic Survey in June 1991..
 GC0810
 GC0810.The geoid height was determined by GEOID03.
 GC0810
 GC0810.The dynamic height is computed by dividing the NAVD 88
 GC0810.geopotential number by the normal gravity value computed on the
 GC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0810.degrees latitude (g = 980.6199 gals.).
 GC0810
 GC0810.The modeled gravity was interpolated from observed gravity values.
 GC0810
 GC0810;                    North         East    Units  Estimated Accuracy
 GC0810;SPC TN       -   203,380.      529,570.      MT  (+/- 180 meters Scaled)
 GC0810
 GC0810                          SUPERSEDED SURVEY CONTROL
 GC0810
 GC0810  NGVD 29 (??/??/??)  158.05   (m)          518.5    (f) RESET       3  
 GC0810
 GC0810.Superseded values are not recommended for survey control.
 GC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0810.See file dsdata.txt to determine how the superseded data were derived.
 GC0810
 GC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF195021(NAD 83)
 GC0810_MARKER: DD = SURVEY DISK
 GC0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0810_SP_SET: SIDEWALK
 GC0810_STAMPING: CAPITOL AZI 1961
 GC0810_MARK LOGO: TNHD  
 GC0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0810
 GC0810  HISTORY     - Date     Condition        Report By
 GC0810  HISTORY     - 1961     MONUMENTED       TNHD
 GC0810
 GC0810                          STATION DESCRIPTION
 GC0810
 GC0810'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0810'IN NASHVILLE.
 GC0810'FROM THE TENNESSEE STATE CAPITOL BUILDING, GO SOUTH ALONG CAPITOL
 GC0810'BOULEVARD FOR 0.2 MILE TO THE MARK ON THE RIGHT.  THE MARK IS 25
 GC0810'FEET SOUTHWEST OF THE CENTERLINE OF CAPITOL BOULEVARD, 1 FOOT
 GC0810'NORTH OF A LAMP POST, AND 20 FEET NORTHEAST OF THE SOUTHEAST
 GC0810'CORNER OF THE Y.M.C.A. BUILDING.  THE MARK IS CEMENTED IN A
 GC0810'DRILLED HOLE IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0813 ***********************************************************************
 GC0813  DESIGNATION -  CAPITOL RM 1
 GC0813  PID         -  GC0813
 GC0813  STATE/COUNTY-  TN/DAVIDSON
 GC0813  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0813
 GC0813                         *CURRENT SURVEY CONTROL
 GC0813  ___________________________________________________________________
 GC0813* NAD 83(1986)-  36 09 56.     (N)    086 47 01.     (W)     SCALED    
 GC0813* NAVD 88     -       169.216  (meters)     555.17   (feet)  ADJUSTED  
 GC0813  ___________________________________________________________________
 GC0813  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0813  DYNAMIC HT  -         169.071 (meters)     554.69  (feet)  COMP
 GC0813  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0813
 GC0813  VERT ORDER  -  SECOND    CLASS 0
 GC0813
 GC0813.The horizontal coordinates were scaled from a topographic map and have
 GC0813.an estimated accuracy of +/- 6 seconds.
 GC0813
 GC0813.The orthometric height was determined by differential leveling
 GC0813.and adjusted by the National Geodetic Survey in June 1991..
 GC0813
 GC0813.The geoid height was determined by GEOID03.
 GC0813
 GC0813.The dynamic height is computed by dividing the NAVD 88
 GC0813.geopotential number by the normal gravity value computed on the
 GC0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0813.degrees latitude (g = 980.6199 gals.).
 GC0813
 GC0813.The modeled gravity was interpolated from observed gravity values.
 GC0813
 GC0813;                    North         East    Units  Estimated Accuracy
 GC0813;SPC TN       -   203,570.      529,500.      MT  (+/- 180 meters Scaled)
 GC0813
 GC0813                          SUPERSEDED SURVEY CONTROL
 GC0813
 GC0813  NGVD 29 (??/??/92)  169.239  (m)          555.25   (f) ADJ UNCH    2 0
 GC0813
 GC0813.Superseded values are not recommended for survey control.
 GC0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0813.See file dsdata.txt to determine how the superseded data were derived.
 GC0813
 GC0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF194023(NAD 83)
 GC0813_MARKER: DD = SURVEY DISK
 GC0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0813_STAMPING: CAPITOL RM-1 1961
 GC0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0813+STABILITY: SURFACE MOTION
 GC0813
 GC0813  HISTORY     - Date     Condition        Report By
 GC0813  HISTORY     - 1961     MONUMENTED       TNHD
 GC0813
 GC0813                          STATION DESCRIPTION
 GC0813
 GC0813'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0813'IN NASHVILLE.
 GC0813'THIS MARK IS LOCATED AT THE CAPITOL 1961 STATION SITE ON THE
 GC0813'TENNESSEE STATE CAPITOL GROUNDS.  THE MARK 39 FEET NORTHWEST OF
 GC0813'THE CENTERLINE OF THE DRIVE AROUND THE CAPITOL BUILDING, 6 INCHES
 GC0813'EAST OF A WALKWAY, AND 69 FEET WEST OF THE STATION.  THE MARK IS
 GC0813'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0811 ***********************************************************************
 GC0811  DESIGNATION -  CAPITOL RM 2
 GC0811  PID         -  GC0811
 GC0811  STATE/COUNTY-  TN/DAVIDSON
 GC0811  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0811
 GC0811                         *CURRENT SURVEY CONTROL
 GC0811  ___________________________________________________________________
 GC0811* NAD 83(1986)-  36 09 56.     (N)    086 47 01.     (W)     SCALED    
 GC0811* NAVD 88     -       169.258  (meters)     555.31   (feet)  ADJUSTED  
 GC0811  ___________________________________________________________________
 GC0811  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0811  DYNAMIC HT  -         169.114 (meters)     554.83  (feet)  COMP
 GC0811  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0811
 GC0811  VERT ORDER  -  SECOND    CLASS 0
 GC0811
 GC0811.The horizontal coordinates were scaled from a topographic map and have
 GC0811.an estimated accuracy of +/- 6 seconds.
 GC0811
 GC0811.The orthometric height was determined by differential leveling
 GC0811.and adjusted by the National Geodetic Survey in June 1991..
 GC0811
 GC0811.The geoid height was determined by GEOID03.
 GC0811
 GC0811.The dynamic height is computed by dividing the NAVD 88
 GC0811.geopotential number by the normal gravity value computed on the
 GC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0811.degrees latitude (g = 980.6199 gals.).
 GC0811
 GC0811.The modeled gravity was interpolated from observed gravity values.
 GC0811
 GC0811;                    North         East    Units  Estimated Accuracy
 GC0811;SPC TN       -   203,570.      529,500.      MT  (+/- 180 meters Scaled)
 GC0811
 GC0811                          SUPERSEDED SURVEY CONTROL
 GC0811
 GC0811  NGVD 29 (??/??/92)  169.282  (m)          555.39   (f) ADJ UNCH    2 0
 GC0811
 GC0811.Superseded values are not recommended for survey control.
 GC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0811.See file dsdata.txt to determine how the superseded data were derived.
 GC0811
 GC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF194023(NAD 83)
 GC0811_MARKER: DD = SURVEY DISK
 GC0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0811_STAMPING: CAPITOL RM-2 1961
 GC0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0811+STABILITY: SURFACE MOTION
 GC0811
 GC0811  HISTORY     - Date     Condition        Report By
 GC0811  HISTORY     - 1961     MONUMENTED       TNHD
 GC0811
 GC0811                          STATION DESCRIPTION
 GC0811
 GC0811'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0811'IN NASHVILLE.
 GC0811'THIS MARK IS LOCATED AT THE CAPITOL 1961 STATION SITE ON THE
 GC0811'TENNESSEE STATE CAPITOL GROUNDS.  THE MARK IS 50 FEET WEST OF
 GC0811'THE CENTERLINE OF THE DRIVE AROUND THE CAPITOL BUILDING, 10 INCHES
 GC0811'SOUTH OF A WALKWAY, AND 92 FEET NORTHWEST OF THE STATION.  THE
 GC0811'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC0811'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2559 ***********************************************************************
 FE2559  DESIGNATION -  CAPLEVILLE NW BASE RESET
 FE2559  PID         -  FE2559
 FE2559  STATE/COUNTY-  TN/SHELBY
 FE2559  USGS QUAD   -  GERMANTOWN (1997)
 FE2559
 FE2559                         *CURRENT SURVEY CONTROL
 FE2559  ___________________________________________________________________
 FE2559* NAD 83(1995)-  35 00 26.76494(N)    089 50 23.37168(W)     ADJUSTED  
 FE2559* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2559  ___________________________________________________________________
 FE2559  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FE2559  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE2559
 FE2559  HORZ ORDER  -  FIRST
 FE2559
 FE2559.The horizontal coordinates were established by classical geodetic methods
 FE2559.and adjusted by the National Geodetic Survey in April 1999..
 FE2559
 FE2559.The orthometric height was scaled from a topographic map.
 FE2559
 FE2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2559
 FE2559.The geoid height was determined by GEOID03.
 FE2559
 FE2559;                    North         East     Units Scale Factor Converg.
 FE2559;SPC TN       -    81,668.328   249,572.886   MT  1.00005166   -2 14 52.8
 FE2559;SPC TN       -   267,940.17    818,807.04   sFT  1.00005166   -2 14 52.8
 FE2559;SPC MS W     -   610,809.193   745,045.294   MT  0.99997500   +0 16 59.2
 FE2559;SPC MS W     - 2,003,963.16  2,444,369.44   sFT  0.99997500   +0 16 59.2
 FE2559;UTM  16      - 3,877,553.715   240,848.109   MT  1.00042780   -1 37 48.2
 FE2559
 FE2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2559!SPC TN       -   0.99998547  x   1.00005166  =   1.00003713
 FE2559!SPC MS W     -   0.99998547  x   0.99997500  =   0.99996047
 FE2559!UTM  16      -   0.99998547  x   1.00042780  =   1.00041326
 FE2559
 FE2559|---------------------------------------------------------------------|
 FE2559| PID    Reference Object                     Distance      Geod. Az  |
 FE2559|                                                           dddmmss.s |
 FE2559| CG3346 CAPLEVILLE NW BASE RM 1              22.700 METERS 02204     |
 FE2559| EG1852 CAPLEVILLE SE BASE                  APPROX. 6.0 KM 1331357.6 |
 FE2559|---------------------------------------------------------------------|
 FE2559
 FE2559                          SUPERSEDED SURVEY CONTROL
 FE2559
 FE2559  NAD 83(1995)-  35 00 26.76507(N)    089 50 23.37175(W) AD(       ) 1
 FE2559  NAD 83(1995)-  35 00 26.76856(N)    089 50 23.37269(W) AD(       ) 1
 FE2559  NAD 83(1986)-  35 00 26.77459(N)    089 50 23.37258(W) AD(       ) 1
 FE2559  NAD 27      -  35 00 26.43900(N)    089 50 23.05800(W) AD(       ) 1
 FE2559
 FE2559.Superseded values are not recommended for survey control.
 FE2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2559.See file dsdata.txt to determine how the superseded data were derived.
 FE2559
 FE2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4084877554(NAD 83)
 FE2559_MARKER: DS = TRIANGULATION STATION DISK
 FE2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2559_STAMPING: CAPLEVILLE NW BASE 1914 1982
 FE2559_MARK LOGO: NGS   
 FE2559_PROJECTION: FLUSH
 FE2559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2559
 FE2559  HISTORY     - Date     Condition        Report By
 FE2559  HISTORY     - 1982     MONUMENTED       NGS
 FE2559  HISTORY     - 19960606 GOOD             TN1620
 FE2559
 FE2559                          STATION DESCRIPTION
 FE2559
 FE2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 FE2559'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FE2559'THE SURFACE STATION MARK WAS LOWERED AT THE REQUEST OF THE PROPERTY
 FE2559'OWNER AND REFERENCE MARK 1 WAS DESTROYED.  THE DISTANCE TO REFERENCE
 FE2559'MARK 1 WAS FOUND TO BE IN ERROR BY 0.11 OF A FOOT.  REFERENCE MARK 3
 FE2559'AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 FE2559' 
 FE2559'LOCATED AT THE SOUTHEAST EDGE OF MEMPHIS, ABOUT 4.8 KM (3.00 MI) EAST
 FE2559'OF CAPLEVILLE, 0.1 MILE (0.2 KM) NORTH OF THE INTERSECTION OF STATE
 FE2559'LINE ROAD AND ROSS ROAD, AND 0.1 MILE (0.2 KM) NORTH OF THE MISS-TENN
 FE2559'STATE LINE, 32 METERS (105.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FE2559'THE HOUSE, 29 METERS (95.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 FE2559'THE HOUSE, 24.7 METERS (81.0 FT) NORTH OF THE CENTERLINE OF A
 FE2559'DRIVEWAY, 22.3 METERS (73.2 FT) SOUTH OF A FENCE AND 13.7 METERS
 FE2559'(44.9 FT) WEST OF THE CENTERLINE OF ROSS ROAD.  THE MONUMENT IS FLUSH
 FE2559'AND THE DISK IS STAMPED---CAPLEVILLE NW BASE 1914 1982---.
 FE2559' 
 FE2559'REFERENCE MARK NO 3 IS 0.3 METERS (1.0 FT) SOUTH OF THE FENCE 0.3
 FE2559'METER (1.0 FT) EAST OF A WITNESS POST 4.6 METERS (15.1 FT) EAST OF A
 FE2559'14 INCH ELM TREE, 10.7 METERS (35.1 FT) WEST OF THE CENTERLINE OF THE
 FE2559'ROAD AND 35.4 METER (116.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FE2559'THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED-- CAPLEVILLE
 FE2559'NW BASE 1914 NO 3 1982--.
 FE2559' 
 FE2559'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--CAPLEVILLE NM BASE
 FE2559'BASE 1914 NO 4 1982---, SET IN A DRILL HOLE IN CONCRETE PATIO 3.4
 FE2559'METERS (11.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND 0.6
 FE2559'METER (2.0 FT) WEST OF THE EAST EDGE OF THE PATIO.
 FE2559
 FE2559                          STATION RECOVERY (1996)
 FE2559
 FE2559'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FE2559'CREW REPORTS FINDING NE OF STATION CAPLEVILLE NW BASE, AT A DISTANCE
 FE2559'OF 73.80' AND 11.40' WEST OF WEST CURB LINE OF ROSS ROAD A MONUMENT
 FE2559'MARKED NGS THE DIRECTOR 1914 1982 CAPLEVILLE NW BASE NO 3 CONTACTED
 FE2559'NGS ON THIS DATE BUT WAS UNABLE TO DETERMINE A PID FOR THIS MONUMENT.
 FE2559'CAUTION MUST BE USED DUE TO MARKINGS, PROXIMITY OF MON. VERTICAL
 FE2559'DIFFERENCE OF 0.919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2503 ***********************************************************************
 GB2503  DESIGNATION -  CAPUCHIN
 GB2503  PID         -  GB2503
 GB2503  STATE/COUNTY-  TN/CAMPBELL
 GB2503  USGS QUAD   -  KETCHEN (1982)
 GB2503
 GB2503                         *CURRENT SURVEY CONTROL
 GB2503  ___________________________________________________________________
 GB2503* NAD 83(1995)-  36 30 17.03299(N)    084 16 58.00695(W)     ADJUSTED  
 GB2503* NAVD 88     -       786.2    (meters)    2579.     (feet)  VERTCON   
 GB2503  ___________________________________________________________________
 GB2503  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 GB2503  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB2503
 GB2503  HORZ ORDER  -  FIRST
 GB2503
 GB2503.The horizontal coordinates were established by classical geodetic methods
 GB2503.and adjusted by the National Geodetic Survey in April 1999..
 GB2503
 GB2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2503
 GB2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2503
 GB2503.The geoid height was determined by GEOID03.
 GB2503
 GB2503;                    North         East     Units Scale Factor Converg.
 GB2503;SPC TN       -   242,270.714   753,832.987   MT  1.00001680   +1 00 19.2
 GB2503;SPC TN       -   794,849.83  2,473,200.39   sFT  1.00001680   +1 00 19.2
 GB2503;SPC KY1Z     - 1,020,057.229 1,631,461.255   MT  1.00018859   +0 54 02.9
 GB2503;SPC KY1Z     - 3,346,637.76  5,352,552.47   sFT  1.00018859   +0 54 02.9
 GB2503;SPC KY S     -   520,041.554   631,443.086   MT  1.00004935   +0 53 23.3
 GB2503;SPC KY S     - 1,706,169.67  2,071,659.52   sFT  1.00004935   +0 53 23.3
 GB2503;UTM  16      - 4,043,367.173   743,353.465   MT  1.00032969   +1 37 02.1
 GB2503
 GB2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2503!SPC TN       -   0.99988124  x   1.00001680  =   0.99989804
 GB2503!SPC KY1Z     -   0.99988124  x   1.00018859  =   1.00006981
 GB2503!SPC KY S     -   0.99988124  x   1.00004935  =   0.99993059
 GB2503!UTM  16      -   0.99988124  x   1.00032969  =   1.00021090
 GB2503
 GB2503:                Primary Azimuth Mark                     Grid Az
 GB2503:SPC TN       -  WOLF KNOB                                028 21 58.1
 GB2503:SPC KY1Z     -  WOLF KNOB                                028 28 14.4
 GB2503:SPC KY S     -  WOLF KNOB                                028 28 54.0
 GB2503:UTM  16      -  WOLF KNOB                                027 45 15.2
 GB2503
 GB2503|---------------------------------------------------------------------|
 GB2503| PID    Reference Object                     Distance      Geod. Az  |
 GB2503|                                                           dddmmss.s |
 GB2503| GB2498 WOLF KNOB                           APPROX.13.9 KM 0292217.3 |
 GB2503| DB8945 CAPUCHIN AZ MK                                     0534226.7 |
 GB2503| DB8946 CAPUCHIN RM 1                        16.166 METERS 07450     |
 GB2503| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX. 8.4 KM 2302522.8 |
 GB2503| DB8947 CAPUCHIN RM 2                        16.221 METERS 29926     |
 GB2503|---------------------------------------------------------------------|
 GB2503
 GB2503                          SUPERSEDED SURVEY CONTROL
 GB2503
 GB2503  NAD 83(1995)-  36 30 17.03357(N)    084 16 58.00805(W) AD(       ) 1
 GB2503  NAD 83(1995)-  36 30 17.04187(N)    084 16 58.01050(W) AD(       ) 1
 GB2503  NAD 83(1986)-  36 30 17.04314(N)    084 16 58.00894(W) AD(       ) 1
 GB2503  NAD 27      -  36 30 16.75300(N)    084 16 58.25000(W) AD(       ) 1
 GB2503  NGVD 29 (07/19/86)  786.3    (m)         2580.     (f) VERT ANG       
 GB2503
 GB2503.Superseded values are not recommended for survey control.
 GB2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2503.See file dsdata.txt to determine how the superseded data were derived.
 GB2503
 GB2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4335343367(NAD 83)
 GB2503_MARKER: DS = TRIANGULATION STATION DISK
 GB2503_SETTING: 80 = SET IN A BOULDER
 GB2503
 GB2503  HISTORY     - Date     Condition        Report By
 GB2503  HISTORY     - 1935     MONUMENTED       CGS
 GB2503  HISTORY     - 1950     GOOD             CGS
 GB2503  HISTORY     - 1961     GOOD             CGS
 GB2503
 GB2503                          STATION DESCRIPTION
 GB2503
 GB2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2503'THE STATION IS ON A PROMINENT KNOB OF A RIDGE BETWEEN ELK CREEK ON
 GB2503'THE E AND CAPUCHIN
 GB2503'CREEK ON THE W, ABOUT 13-1/2 MILES E OF ONEIDA,
 GB2503'1/4 MILE E OF MR.  JIM LUELLENS
 GB2503'HOUSE.
 GB2503'
 GB2503'REFERENCE MARK NO.1 IS ENE OF THE STATION, ALONG THE TOP OF THE
 GB2503'RIDGE.  IT IS A
 GB2503'STANDARD DISK SET IN THE TOP OF AN IRREGULAR SHAPED
 GB2503'BURIED BOULDER WHICH IS ABOUT 8
 GB2503'INCHES BY 12 INCHES ON TOP, AND
 GB2503'PROJECTS ABOUT 2 INCHES.
 GB2503'
 GB2503'REFERENCE MARK NO.2 IS NW OF THE STATION, ON WESTERN SLOPE OF RIDGE,
 GB2503'14 INCHES S OF A
 GB2503'5-INCH POPLAR TREE.  IT IS A STANDARD DISK SET IN
 GB2503'THE TOP OF A 12-BY 10-INCH BURIED
 GB2503'BOULDER, WHICH IS FLUSH WITH THE GROUND.
 GB2503'
 GB2503'AZIMUTH MARK IS NE OF THE STATION, 40 FEET N OF THE TOP OF THE RIDGE,
 GB2503'4 FEET W OF A
 GB2503'12-INCH POPLAR TREE, FLUSH WITH THE GROUND, IT IS A
 GB2503'STANDARD DISK SET IN THE TOP OF
 GB2503'A 2-FOOT ROUND BOULDER.
 GB2503'
 GB2503'TO REACH THE STATION FROM CARYVILLE, GO W AND N ON ROUTE 63 FROM ITS
 GB2503'JUNCTION WITH U.S.
 GB2503'HIGHWAY 25 W, FOR ABOUT 10 MILES TO A POINT WHERE
 GB2503'HIGHWAY 63 TURNS SQUARE LEFT ACROSS
 GB2503'COVE CREEK.  HERE TAKE RIGHT FORK
 GB2503'(N) FOR 7.85 MILES TO A LARGE WHITE SCHOOL HOUSE ON
 GB2503'THE RIGHT.  (THIS
 GB2503'POINT IS 0.4 MILE S OF THE POST OFFICE IN ELK VALLEY).  TURN LEFT ON
 GB2503'TO NEW GRADED ROAD
 GB2503'LEADING UP THE MOUNTAIN AND CONTINUE FOR 3.35
 GB2503'MILES TO A CROSSROADS AT THE TOP OF
 GB2503'THE DIVIDE AND END OF TRUCK
 GB2503'TRAVEL.  TURN LEFT AND FOLLOW WAGON ROAD FOR ABOUT 1
 GB2503'1/4 MILES UP THE
 GB2503'MOUNTAIN TO A VERY SMALL SPRING (THIS POINT IS ABOUT 1/4 MILE E OF
 GB2503'MR.  LUELLENS
 GB2503'HOUSE).  LEAVE THE ROAD HERE AND FOLLOW BLAZED TRAIL TO
 GB2503'LEFT STRAIGHT UP THE MOUNTAIN
 GB2503'FOR ABOUT 200 YARDS TO THE TOP AND
 GB2503'STATION.  THE STATION MARK IS ON THE HIGHEST
 GB2503'POINT OF THE RIDGE, 10
 GB2503'FEET N OF A 6-INCH POPLAR TREE, IN A LOCUST, POPLAR, AND
 GB2503'SASSAFRAS
 GB2503'THICKET.  IT IS A STANDARD DISK SET IN THE TOP OF A 6-BY 12-INCH
 GB2503'BURIED BOULDER
 GB2503'WHICH PROJECTS ABOUT 3 INCHES.
 GB2503'
 GB2503'NOTE- A 64-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES EXCEPT TO
 GB2503'CROSS WHICH WAS
 GB2503'PARTIALLY BLOCKED.  STATION HURRICANE AND HEWETT WERE
 GB2503'ALSO VERY CLOSE TO INTERVENING
 GB2503'RIDGES.  A 90-FOOT TOWER IS
 GB2503'RECOMMENDED IN THE FUTURE TO CLEAR THESE LINES.
 GB2503
 GB2503                          STATION RECOVERY (1950)
 GB2503
 GB2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2503'CONDITION.  THE DIRECTION TO
 GB2503'REFERENCE MARK NO.  2 FAILED TO CHECK.  A WHITE
 GB2503'WITNESS POST WAS SET BY THIS PARTY.
 GB2503'THE STATION IS 5 FEET SOUTH OF
 GB2503'THE WHITE WITNESS POST.  THE OLD DESCRIPTION IS
 GB2503'ADEQUATE.  A NEW TO
 GB2503'REACH THE STATION FOLLOWS.
 GB2503'
 GB2503'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO SOUTH ON
 GB2503'U.S. HIGHWAY NO.  25W FOR
 GB2503'0.15 MILE TO A T-ROAD INTERSECTION, TURN RIGHT ON PAVED
 GB2503'ROAD AND GO 3.75 MILES TO A
 GB2503'ROAD FORK IN THE VILLAGE OF NEWCOMB, TURN
 GB2503'LEFT AND GO WEST FOR 3.45 MILES TO WHERE ROAD
 GB2503'FORKS, TAKE THE LEFT
 GB2503'ROAD AND GO 3.85 MILES TO A T-ROAD INTERSECTION IN THE VILLAGE
 GB2503'OF ELK VALLEY,
 GB2503'TURN RIGHT AND GO 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 GB2503'GO UP HILL FOR 0.7 MILE TO
 GB2503'THE TOP OF HILL AND A T-ROAD LEFT, TURN
 GB2503'LEFT AND GO 0.9 MILE TO WHERE ROAD FORKS,
 GB2503'TAKE RIGHT ROAD AND GO 0.85
 GB2503'MILE TO AN OLD COAL CHUTE, TURN SHARP RIGHT AND GO UP HILL
 GB2503'FOR 0.9 MILE TO
 GB2503'THE TOP OF HILL AND A DIM CROSSROAD, THIS IN END OF TRUCK
 GB2503'TRAVEL FOR STANDARD DRIVE
 GB2503'TRUCKS, TURN LEFT AND GO 0.1 MILE TO WOODS,
 GB2503'CONTINUE ON WOODS ROAD BEARING AROUND THE
 GB2503'LEFT SIDE OF THE FIRST HILL
 GB2503'FOR 0.5 MILE TO AN OPEN MEADOW, CONTINUE ON DIM ROAD FOR 0.3
 GB2503'MILE TO A LARGE
 GB2503'BOWLDER ON THE LEFT, CONTINUE ON DIM ROAD FOR 0.15 MILE, THIS
 GB2503'IS END OF TRUCK TRAVEL FOR
 GB2503'FOUR-WHEEL DRIVE TRUCKS, HERE PACK SOUTH
 GB2503'UP HILL FOR ABOUT 200 YARDS TO THE TOP OF
 GB2503'HILL AND THE STATION AS DESCRIBED.
 GB2503'
 GB2503'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2503
 GB2503                          STATION RECOVERY (1961)
 GB2503
 GB2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2503'CONDITION.  THE
 GB2503'DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK THE
 GB2503'1935 AND 1950 OBSERVATIONS.  A
 GB2503'WITNESS SIGN WAS SET BY THIS PARTY 1.4
 GB2503'FEET SOUTHWEST OF THE STATION.  THE OLD
 GB2503'DESCRIPTION IS ADEQUATE.  THE
 GB2503'DISTANCE FROM THE STATION TO REFERENCE MARKS NO.  1 AND 2
 GB2503'CHECKED THE OLD
 GB2503'MEASUREMENTS.  A NEW TO REACH FOLLOWS.
 GB2503'
 GB2503'TO REACH THE STATION FROM THE POST OFFICE IN ELK VALLEY, GO WEST FOR
 GB2503'0.15 MILE TO THE
 GB2503'JUNCTION OF ELK VALLEY ROAD, TURN LEFT, AND GO 0.25 MILE
 GB2503'TO A T ROAD RIGHT, TURN RIGHT
 GB2503'AND GO 0.6 MILE TO A CROSSROAD AT THE
 GB2503'TOP OF THE HILL.  TURN LEFT AND GO 0.9 MILE TO A
 GB2503'ROAD FORK, PROCEED
 GB2503'ON THE RIGHT HAND FORK AND GO 0.2 MILE TO ANOTHER ROAD FORK, HERE
 GB2503'KEEP RIGHT AND
 GB2503'GO 0.6 MILE TO AN OLD COAL SHUTE ON THE LEFT AT A
 GB2503'SHARP RIGHT HAND CURVE IN THE
 GB2503'ROAD.  HERE TURN SHARP RIGHT AND
 GB2503'PROCEED 0.9 MILE TO A CROSSROAD AT THE SUMMIT OF
 GB2503'THE HILL, TURN LEFT
 GB2503'AND GO 0.1 MILE TO A ROAD FORK, KEEP LEFT AND GO 0.7 MILE TO A ROAD
 GB2503'FORK, PROCEED
 GB2503'LEFT AND GO 0.3 MILE TO THE END OF TRUCK TRAVEL.  HERE
 GB2503'PACK NORTHERLY UP HILL FOR ABOUT
 GB2503'200 YARDS TO THE SUMMIT OF THE HILL AND STATION.
 GB2503'
 GB2503'OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER IN 1961.
 GB2503'
 GB2503'NOTE- THE CHECK ANGLE TO THE AZIMUTH MARK DID NOT CHECK BY 15.2
 GB2503'SECONDS.  ANOTHER
 GB2503'ATTEMPT AT A LATER DATE TO VERIFY THIS DIRECTION WAS
 GB2503'ATTEMPTED.  DUE TO THE
 GB2503'DISTANCE OF THE AZIMUTH MARK FROM THE STATION
 GB2503'(115 YARDS), IT DID NOT SEEM ADVISABLE TO
 GB2503'REOBSERVE THIS AZIMUTH MARK
 GB2503'THE THIRD TIME.  FROM A GROUND SET UP OBSERVATIONS WERE MADE
 GB2503'WITH A LOOKOUT
 GB2503'TOWER AS THE INITIAL TO THE AZIMUTH MARK.  THIS DIRECTION
 GB2503'OBTAINED DOES CHECK THE
 GB2503'1935 OBSERVATION, BUT THIS DOES NOT
 GB2503'NECESSARILY JUSTIFY A CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0701 ***********************************************************************
 GB0701  DESIGNATION -  CARDEN
 GB0701  PID         -  GB0701
 GB0701  STATE/COUNTY-  TN/ANDERSON
 GB0701  USGS QUAD   -  NORRIS (1990)
 GB0701
 GB0701                         *CURRENT SURVEY CONTROL
 GB0701  ___________________________________________________________________
 GB0701* NAD 83(1995)-  36 11 20.62583(N)    084 06 29.12663(W)     ADJUSTED  
 GB0701* NAVD 88     -       388.488  (meters)    1274.56   (feet)  ADJUSTED  
 GB0701  ___________________________________________________________________
 GB0701  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GB0701  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0701  DYNAMIC HT  -         388.140 (meters)    1273.42  (feet)  COMP
 GB0701  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GB0701
 GB0701  HORZ ORDER  -  SECOND
 GB0701  VERT ORDER  -  SECOND    CLASS 0
 GB0701
 GB0701.The horizontal coordinates were established by classical geodetic methods
 GB0701.and adjusted by the National Geodetic Survey in April 1999..
 GB0701
 GB0701.The orthometric height was determined by differential leveling
 GB0701.and adjusted by the National Geodetic Survey in June 1991..
 GB0701
 GB0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0701
 GB0701.The geoid height was determined by GEOID03.
 GB0701
 GB0701.The dynamic height is computed by dividing the NAVD 88
 GB0701.geopotential number by the normal gravity value computed on the
 GB0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0701.degrees latitude (g = 980.6199 gals.).
 GB0701
 GB0701.The modeled gravity was interpolated from observed gravity values.
 GB0701
 GB0701;                    North         East     Units Scale Factor Converg.
 GB0701;SPC TN       -   207,537.857   770,157.305   MT  0.99996754   +1 06 27.4
 GB0701;SPC TN       -   680,897.12  2,526,757.76   sFT  0.99996754   +1 06 27.4
 GB0701;UTM  16      - 4,008,795.546   760,051.075   MT  1.00043333   +1 42 30.6
 GB0701
 GB0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0701!SPC TN       -   0.99994380  x   0.99996754  =   0.99991134
 GB0701!UTM  16      -   0.99994380  x   1.00043333  =   1.00037711
 GB0701
 GB0701|---------------------------------------------------------------------|
 GB0701| PID    Reference Object                     Distance      Geod. Az  |
 GB0701|                                                           dddmmss.s |
 GB0701| GB0702 CARDEN RM 1                          19.897 METERS 13709     |
 GB0701| GB2556 CROSS RESET                         APPROX.11.1 KM 2751512.5 |
 GB0701| GB0700 CARDEN RM 2                          15.803 METERS 30824     |
 GB0701| DB8951 CARDEN AZ MK                                       3102511.7 |
 GB0701|---------------------------------------------------------------------|
 GB0701
 GB0701                          SUPERSEDED SURVEY CONTROL
 GB0701
 GB0701  NAD 83(1995)-  36 11 20.62973(N)    084 06 29.13015(W) AD(       ) 2
 GB0701  NAD 83(1995)-  36 11 20.63050(N)    084 06 29.12997(W) AD(       ) 2
 GB0701  NAD 83(1986)-  36 11 20.63767(N)    084 06 29.12604(W) AD(       ) 2
 GB0701  NAD 27      -  36 11 20.35889(N)    084 06 29.41950(W) AD(       ) 2
 GB0701  NGVD 29 (??/??/92)  388.602  (m)         1274.94   (f) ADJ UNCH    2 0
 GB0701
 GB0701.Superseded values are not recommended for survey control.
 GB0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0701.See file dsdata.txt to determine how the superseded data were derived.
 GB0701
 GB0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6005108796(NAD 83)
 GB0701_MARKER: DE = TRAVERSE STATION DISK
 GB0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0701_STAMPING: CARDEN 1961
 GB0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0701+STABILITY: SURFACE MOTION
 GB0701
 GB0701  HISTORY     - Date     Condition        Report By
 GB0701  HISTORY     - 1961     MONUMENTED       CGS
 GB0701  HISTORY     - 1961     GOOD             CGS
 GB0701  HISTORY     - 1964     GOOD             CGS
 GB0701  HISTORY     - 1972     GOOD             TVA
 GB0701
 GB0701                          STATION DESCRIPTION
 GB0701
 GB0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0701'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF LAKE CITY,
 GB0701'2-1/2 MILES SOUTH OF
 GB0701'NORRIS AND ON THE SOUTH SIDE OF A HIGH CULTIVATED HILL.
 GB0701'
 GB0701'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0701'HIGHWAY 61 IN CLINTON, GO
 GB0701'EAST ON STATE HIGHWAY 61 FOR 0.2 MILE TO A SIDE
 GB0701'ROAD LEFT JUST AFTER CROSSING
 GB0701'RAILROAD TRACKS, TURN LEFT, NORTH, ON
 GB0701'STATE HIGHWAY 61 FOR 1.9 MILES TO A SIDE ROAD
 GB0701'RIGHT, CONTINUE
 GB0701'STRAIGHT AHEAD FOR 3.0 MILES TO THE GLEN ALPINE SCHOOL ON THE
 GB0701'RIGHT, CONTINUE
 GB0701'STRAIGHT AHEAD FOR 0.25 MILE TO A CROSS ROAD, TURN LEFT,
 GB0701'WEST, FOR 1.0 MILE TO A
 GB0701'CROSS ROAD, TURN RIGHT, NORTHWEST, FOR 0.9
 GB0701'MILE TO A SIDE ROAD RIGHT, CONTINUE
 GB0701'STRAIGHT AHEAD FOR 0.8 MILE TO A
 GB0701'FORK, TAKE LEFT FORK, SOUTH, FOR 0.25 MILE TO THE
 GB0701'AZIMUTH MARK ON THE
 GB0701'RIGHT.  CONTINUE STRAIGHT AHEAD FOR ABOUT 100 YARDS, TURN LEFT,
 GB0701'EAST, FOR 0.1 MILE
 GB0701'TO THE STATION ON THE RIGHT.
 GB0701'
 GB0701'STATION MARK IS 14 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1.6
 GB0701'FEET SOUTHWEST OF A
 GB0701'WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE DISK
 GB0701'SET IN A CONCRETE POST, SET
 GB0701'FLUSH, AND IS STAMPED CARDEN 1961.
 GB0701'
 GB0701'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 GB0701'4 FEET NORTH OF A 24
 GB0701'INCH WHITE OAK TREE AND ABOUT 1 FOOT LOWER THAN THE
 GB0701'STATION.  THE MARK IS A STANDARD
 GB0701'DISK SET IN A CONCRETE POST, SET
 GB0701'FLUSH, AND IS STAMPED CARDEN NO 1 1961.
 GB0701'
 GB0701'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 GB0701'AND ABOUT 1 FOOT HIGHER
 GB0701'THAN THE STATION.  THE MARK IS A STANDARD DISK SET IN A
 GB0701'CONCRETE POST, SET FLUSH, AND IS
 GB0701'STAMPED CARDEN NO 2 1961.
 GB0701'
 GB0701'AZIMUTH MARK IS 77 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 59
 GB0701'FEET NORTH OF THE CENTER OF
 GB0701'A FARM DRIVE AND 15 FEET WEST OF THE CENTER OF A
 GB0701'GRAVELED ROAD.  THE MARK IS A
 GB0701'STANDARD DISK SET IN A CONCRETE POST,
 GB0701'SET FLUSH, AND IS STAMPED CARDEN 1961.
 GB0701'
 GB0701'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GB0701
 GB0701                          STATION RECOVERY (1961)
 GB0701
 GB0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0701'6.2 MI NW FROM NORRIS.
 GB0701'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71, (ABOUT 1.0 MILE
 GB0701'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0701'THEN 1.0 MILE NORTHWEST ON A GRAVELED ROAD, THEN 1.9 MILES
 GB0701'NORTHEASTERLY ON A PAVED AND GRAVELED ROAD TO A Y JUNCTION, TURN
 GB0701'LEFT AND GO EAST FOR 0.15 MILE TO THE CREST OF A HILL AND A FIELD
 GB0701'ROAD, TURN LEFT AND FOLLOW THE FIELD ROAD FOR 0.1 MILE AND THE
 GB0701'STATION ON THE RIGHT.  THE STATION MARK IS 14 FT. SOUTH OF THE
 GB0701'CENTER OF A TRACK ROAD AND 1.6 FT. SOUTHWEST OF A WITNESS SIGN.
 GB0701'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GB0701
 GB0701                          STATION RECOVERY (1964)
 GB0701
 GB0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAG)
 GB0701'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 GB0701'AS DESCRIBED IN THE
 GB0701'1961 DESCRIPTION.  THE ORIGINAL TO-REACH IS
 GB0701'COMPLETELY ADEQUATE.  HORIZONTAL
 GB0701'DISTANCES AND DIRECTIONS TO THE
 GB0701'REFERENCE MARKS AND THE AZIMUTH MARK WERE ALSO
 GB0701'CHECKED.
 GB0701
 GB0701                          STATION RECOVERY (1972)
 GB0701
 GB0701'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (BJ)
 GB0701'CARDEN AND CARDEN AZI RECOVERED IN GOOD CONDITION.
 GB0701'
 GB0701'CARDEN 1961 FOUND STAMPED ON THE POINT.
 GB0701'
 GB0701'DESCRIPTION O.K. POST AND SIGN SET AT MON.
 GB0701'REF. NO. 1 FOUND IN GOOD CONDITION.
 GB0701'REF. NO. 2 FOUND IN GOOD CONDITION.
 GB0701'
 GB0701'DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES WEST OF
 GB0701'NORRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0702 ***********************************************************************
 GB0702  DESIGNATION -  CARDEN RM 1
 GB0702  PID         -  GB0702
 GB0702  STATE/COUNTY-  TN/ANDERSON
 GB0702  USGS QUAD   -  NORRIS (1990)
 GB0702
 GB0702                         *CURRENT SURVEY CONTROL
 GB0702  ___________________________________________________________________
 GB0702* NAD 83(1986)-  36 11 20.     (N)    084 06 29.     (W)     SCALED    
 GB0702* NAVD 88     -       388.005  (meters)    1272.98   (feet)  ADJUSTED  
 GB0702  ___________________________________________________________________
 GB0702  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0702  DYNAMIC HT  -         387.657 (meters)    1271.84  (feet)  COMP
 GB0702  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GB0702
 GB0702  VERT ORDER  -  SECOND    CLASS 0
 GB0702
 GB0702.The horizontal coordinates were scaled from a topographic map and have
 GB0702.an estimated accuracy of +/- 6 seconds.
 GB0702
 GB0702.The orthometric height was determined by differential leveling
 GB0702.and adjusted by the National Geodetic Survey in June 1991..
 GB0702
 GB0702.The geoid height was determined by GEOID03.
 GB0702
 GB0702.The dynamic height is computed by dividing the NAVD 88
 GB0702.geopotential number by the normal gravity value computed on the
 GB0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0702.degrees latitude (g = 980.6199 gals.).
 GB0702
 GB0702.The modeled gravity was interpolated from observed gravity values.
 GB0702
 GB0702;                    North         East    Units  Estimated Accuracy
 GB0702;SPC TN       -   207,520.      770,160.      MT  (+/- 180 meters Scaled)
 GB0702
 GB0702                          SUPERSEDED SURVEY CONTROL
 GB0702
 GB0702  NGVD 29 (??/??/92)  388.119  (m)         1273.35   (f) ADJ UNCH    2 0
 GB0702
 GB0702.Superseded values are not recommended for survey control.
 GB0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0702.See file dsdata.txt to determine how the superseded data were derived.
 GB0702
 GB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF600087(NAD 83)
 GB0702_MARKER: DR = REFERENCE MARK DISK
 GB0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0702_STAMPING: CARDEN NO 1 1961
 GB0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0702+STABILITY: SURFACE MOTION
 GB0702
 GB0702  HISTORY     - Date     Condition        Report By
 GB0702  HISTORY     - 1961     MONUMENTED       CGS
 GB0702
 GB0702                          STATION DESCRIPTION
 GB0702
 GB0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0702'6.2 MI NW FROM NORRIS.
 GB0702'THIS MARK IS LOCATED AT THE CARDEN 1961 STATION SITE, 65.3 FT.
 GB0702'SOUTHEAST OF THE STATION MARK, 18 FT. SOUTH OF THE CENTER OF THE
 GB0702'TRACK ROAD, AND 4 FT. NORTH OF A 24-INCH WHITE OAK TREE.  THE DISK
 GB0702'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0700 ***********************************************************************
 GB0700  DESIGNATION -  CARDEN RM 2
 GB0700  PID         -  GB0700
 GB0700  STATE/COUNTY-  TN/ANDERSON
 GB0700  USGS QUAD   -  NORRIS (1990)
 GB0700
 GB0700                         *CURRENT SURVEY CONTROL
 GB0700  ___________________________________________________________________
 GB0700* NAD 83(1986)-  36 11 20.     (N)    084 06 29.     (W)     SCALED    
 GB0700* NAVD 88     -       388.342  (meters)    1274.09   (feet)  ADJUSTED  
 GB0700  ___________________________________________________________________
 GB0700  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0700  DYNAMIC HT  -         387.994 (meters)    1272.94  (feet)  COMP
 GB0700  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GB0700
 GB0700  VERT ORDER  -  SECOND    CLASS 0
 GB0700
 GB0700.The horizontal coordinates were scaled from a topographic map and have
 GB0700.an estimated accuracy of +/- 6 seconds.
 GB0700
 GB0700.The orthometric height was determined by differential leveling
 GB0700.and adjusted by the National Geodetic Survey in June 1991..
 GB0700
 GB0700.The geoid height was determined by GEOID03.
 GB0700
 GB0700.The dynamic height is computed by dividing the NAVD 88
 GB0700.geopotential number by the normal gravity value computed on the
 GB0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0700.degrees latitude (g = 980.6199 gals.).
 GB0700
 GB0700.The modeled gravity was interpolated from observed gravity values.
 GB0700
 GB0700;                    North         East    Units  Estimated Accuracy
 GB0700;SPC TN       -   207,520.      770,160.      MT  (+/- 180 meters Scaled)
 GB0700
 GB0700                          SUPERSEDED SURVEY CONTROL
 GB0700
 GB0700  NGVD 29 (??/??/92)  388.456  (m)         1274.46   (f) ADJ UNCH    2 0
 GB0700
 GB0700.Superseded values are not recommended for survey control.
 GB0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0700.See file dsdata.txt to determine how the superseded data were derived.
 GB0700
 GB0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF600087(NAD 83)
 GB0700_MARKER: DR = REFERENCE MARK DISK
 GB0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0700_STAMPING: CARDEN NO 2 1961
 GB0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0700+STABILITY: SURFACE MOTION
 GB0700
 GB0700  HISTORY     - Date     Condition        Report By
 GB0700  HISTORY     - 1961     MONUMENTED       CGS
 GB0700
 GB0700                          STATION DESCRIPTION
 GB0700
 GB0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0700'6.2 MI NW FROM NORRIS.
 GB0700'THIS MARK IS LOCATED AT THE CARDEN 1961 STATION SITE, 52 FT.
 GB0700'NORTHWEST OF THE STATION SITE, AND 10 FT. SOUTH OF THE CENTER OF THE
 GB0700'TRACK ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GB0700'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1915 ***********************************************************************
 FC1915  DESIGNATION -  CARDWELL
 FC1915  PID         -  FC1915
 FC1915  STATE/COUNTY-  TN/WARREN
 FC1915  USGS QUAD   -  CARDWELL MOUNTAIN (1987)
 FC1915
 FC1915                         *CURRENT SURVEY CONTROL
 FC1915  ___________________________________________________________________
 FC1915* NAD 83(1995)-  35 40 56.54880(N)    085 40 48.65157(W)     ADJUSTED  
 FC1915* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 FC1915  ___________________________________________________________________
 FC1915  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FC1915  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1915
 FC1915  HORZ ORDER  -  THIRD
 FC1915
 FC1915.The horizontal coordinates were established by classical geodetic methods
 FC1915.and adjusted by the National Geodetic Survey in April 1999..
 FC1915
 FC1915.The orthometric height was scaled from a topographic map.
 FC1915
 FC1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1915
 FC1915.The geoid height was determined by GEOID03.
 FC1915
 FC1915;                    North         East     Units Scale Factor Converg.
 FC1915;SPC TN       -   149,722.063   628,949.804   MT  0.99995189   +0 11 14.0
 FC1915;SPC TN       -   491,213.14  2,063,479.48   sFT  0.99995189   +0 11 14.0
 FC1915;UTM  16      - 3,949,522.527   619,430.715   MT  0.99977577   +0 46 11.7
 FC1915
 FC1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1915!SPC TN       -   0.99992230  x   0.99995189  =   0.99987419
 FC1915!UTM  16      -   0.99992230  x   0.99977577  =   0.99969808
 FC1915
 FC1915                          SUPERSEDED SURVEY CONTROL
 FC1915
 FC1915  NAD 83(1995)-  35 40 56.55207(N)    085 40 48.65488(W) AD(       ) 4
 FC1915  NAD 83(1986)-  35 40 56.56125(N)    085 40 48.65233(W) AD(       ) 4
 FC1915  NAD 27      -  35 40 56.30500(N)    085 40 48.71500(W) AD(       ) 3
 FC1915
 FC1915.Superseded values are not recommended for survey control.
 FC1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1915.See file dsdata.txt to determine how the superseded data were derived.
 FC1915
 FC1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1943149523(NAD 83)
 FC1915_MARKER: X = CHISELED CROSS
 FC1915_SETTING: 0 = UNSPECIFIED SETTING
 FC1915_MARK LOGO: CGS   
 FC1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1915
 FC1915  HISTORY     - Date     Condition        Report By
 FC1915  HISTORY     - 1881     MONUMENTED       CGS
 FC1915  HISTORY     - 1958     GOOD             USGS
 FC1915
 FC1915                          STATION DESCRIPTION
 FC1915
 FC1915'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FC1915'STATION IS APPROXIMATELY 5-1/2 MILES E OF MCMINNVILLE AND IS ON THE
 FC1915'HIGHEST AND SOUTHERNMOST OF TWO PEAKS ATOP CARDWELL MOUNTAIN.  IT IS
 FC1915'A CHISLED CROSS AND DRILL HOLE WITH THE LETTERS USBM ON FLAT ROCK ON
 FC1915'TOP OF MOUNTIAN.  THE MARK WAS FOUND THROUGH THE ASSISTANCE OF
 FC1915'MR. R. CARDWELL, OWNER OF THE APPLE ORCHARDS ON CARDWELL MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1467 ***********************************************************************
 GD1467  DESIGNATION -  CARMEL
 GD1467  PID         -  GD1467
 GD1467  STATE/COUNTY-  TN/BENTON
 GD1467  USGS QUAD   -  POPLAR CREEK (1973)
 GD1467
 GD1467                         *CURRENT SURVEY CONTROL
 GD1467  ___________________________________________________________________
 GD1467* NAD 83(1995)-  36 16 04.89601(N)    088 03 06.12836(W)     ADJUSTED  
 GD1467* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GD1467  ___________________________________________________________________
 GD1467  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GD1467  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1467
 GD1467  HORZ ORDER  -  SECOND
 GD1467
 GD1467.The horizontal coordinates were established by classical geodetic methods
 GD1467.and adjusted by the National Geodetic Survey in April 1999..
 GD1467
 GD1467.The orthometric height was scaled from a topographic map.
 GD1467
 GD1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1467
 GD1467.The geoid height was determined by GEOID03.
 GD1467
 GD1467;                    North         East     Units Scale Factor Converg.
 GD1467;SPC TN       -   216,587.336   415,656.687   MT  0.99997701   -1 12 04.1
 GD1467;SPC TN       -   710,586.95  1,363,700.31   sFT  0.99997701   -1 12 04.1
 GD1467;UTM  16      - 4,014,190.117   405,532.744   MT  0.99970995   -0 37 19.9
 GD1467
 GD1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1467!SPC TN       -   0.99997452  x   0.99997701  =   0.99995153
 GD1467!UTM  16      -   0.99997452  x   0.99970995  =   0.99968447
 GD1467
 GD1467|---------------------------------------------------------------------|
 GD1467| PID    Reference Object                     Distance      Geod. Az  |
 GD1467|                                                           dddmmss.s |
 GD1467| CG3348 CARMEL RM 1                          29.215 METERS 03556     |
 GD1467| GD1471 BIG SANDY ST FOREST LOT WT 2        APPROX. 3.6 KM 1382305.3 |
 GD1467| CG3349 CARMEL RM 2                          39.514 METERS 15431     |
 GD1467| CG3350 CARMEL RM 3                          17.589 METERS 17813     |
 GD1467| CG3347 CARMEL AZ MK                                       1794258.8 |
 GD1467| GD1477 BRUCETON MUNICIPAL TANK             APPROX.31.2 KM 2134932.1 |
 GD1467| CG3351 CARMEL RM 4                          17.428 METERS 26040     |
 GD1467|---------------------------------------------------------------------|
 GD1467
 GD1467                          SUPERSEDED SURVEY CONTROL
 GD1467
 GD1467  NAD 83(1995)-  36 16 04.89915(N)    088 03 06.13157(W) AD(       ) 2
 GD1467  NAD 83(1995)-  36 16 04.89917(N)    088 03 06.13515(W) AD(       ) 2
 GD1467  NAD 83(1986)-  36 16 04.90515(N)    088 03 06.12962(W) AD(       ) 2
 GD1467  NAD 27      -  36 16 04.70400(N)    088 03 06.00100(W) AD(       ) 2
 GD1467
 GD1467.Superseded values are not recommended for survey control.
 GD1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1467.See file dsdata.txt to determine how the superseded data were derived.
 GD1467
 GD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0553314190(NAD 83)
 GD1467_MARKER: DS = TRIANGULATION STATION DISK
 GD1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1467
 GD1467  HISTORY     - Date     Condition        Report By
 GD1467  HISTORY     - 1934     MONUMENTED       CGS
 GD1467  HISTORY     - 1952     GOOD             CGS
 GD1467  HISTORY     - 1968     GOOD             CGS
 GD1467  HISTORY     - 1969     GOOD             CGS
 GD1467  HISTORY     - 1971     GOOD             LOCENG
 GD1467  HISTORY     - 1986     GOOD             USPSQD
 GD1467
 GD1467                          STATION DESCRIPTION
 GD1467
 GD1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1467'ABOUT 3 MILES NORTH-NORTHEAST OF BIG SANDY, ABOUT 1-1/2 MILES
 GD1467'SOUTH-SOUTHWEST OF MOUNT CARMEL CHURCH, ABOUT 3 MILES WEST-NORTHWEST
 GD1467'OF FAXON, ON LICK CREEK ROAD, ON HIGH HEAVILY WOODED GROUND, AND ON
 GD1467'PROPERTY OF MR. DAVID CLEMANT.  TO REACH STATION FROM JORDAN
 GD1467'GROCERY CO. ON ROUTE 69 JUST NORTH OF RAILROAD CROSSING IN BIG
 GD1467'SANDY, GO EAST 0.05 MILE AND TURN LEFT AT NOBLES STORE, GO 0.05 MILE
 GD1467'AND TURN RIGHT ACROSS SMALL BRIDGE, FOLLOW MAIN ROAD 0.45 MILE TO
 GD1467'FORKS, TAKE LEFT FORK WITH ARROW DANVILLE FERRY AND PROCEED 0.4
 GD1467'MILE TO FORKS, TAKE UPPER RIGHT FORK AND CONTINUE 2.25 MILES TO
 GD1467'TRIANGLE-BLAZED TREE AND STATION ON LEFT.  STATION IS 30 FEET WEST
 GD1467'OF CENTER LINE OF ROAD, ABOUT 100 YARDS SOUTH-SOUTHWEST OF CABIN
 GD1467'OWNED BY MRS. FRENCH, AND 19 FEET SOUTHEAST OF 15-INCH BLACK OAK
 GD1467'WITH TRIANGULAR BLAZE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1467'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GD1467'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS
 GD1467'IN CLEARED AREA, 13 FEET EAST OF CENTER LINE OF ROAD, 14 FEET
 GD1467'WEST OF 15-INCH HICKORY TREE, AND 95.85 FEET FROM STATION
 GD1467'N 35 DEG 56 MIN E.  NO 2 IS AT EDGE OF WOODS, 17 FEET EAST
 GD1467'OF CENTER LINE OF ROAD, AND 129.64 FEET FROM STATION
 GD1467'S 25 DEG 29 MIN E.  AZIMUTH MARK IS 20 FEET EAST OF CENTER LINE OF
 GD1467'ROAD, 12 FEET WEST OF WOODS LINE, ABOUT 110 FEET SOUTH OF T-ROAD,
 GD1467'AND 0.3 MILE FROM STATION S 00 DEG 17 MIN E.
 GD1467
 GD1467                          STATION RECOVERY (1952)
 GD1467
 GD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1467'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GD1467'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS CHECKED BUT THE
 GD1467'DIRECTIONS DID NOT CHECK.  THE DISTANCE AND DIRECTION TO THE
 GD1467'AZIMUTH MARK DID NOT CHECK.  NEW DIRECTIONS TO REACH THE STATION
 GD1467'FOLLOW.
 GD1467'
 GD1467'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIG SANDY, GO NORTH
 GD1467'ON PAVED ROAD FOR 0.1 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 GD1467'0.35 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO A FORK.
 GD1467'TAKE RIGHT FORK, GRAVEL, AND GO 1.95 MILES TO THE AZIMUTH MARK ON
 GD1467'THE RIGHT, EAST SIDE OF THE ROAD.  CONTINUE NORTH ON THE ROAD
 GD1467'FOR 0.35 MILE TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 GD1467'
 GD1467'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1467
 GD1467                          STATION RECOVERY (1968)
 GD1467
 GD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1467'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GD1467'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 GD1467'REFERENCE MARK NO. 1, BUT IT COULD NOT BE FOUND AND IS PRESUMED TO
 GD1467'HAVE BEEN DESTROYED BY THE GRADING OUT OF A CUT FOR AN
 GD1467'APPROACH ROAD NEAR THE STATION SITE.  THE CONCRETE MONUMENT FOR
 GD1467'REFERENCE MARK NO. 2 WAS FOUND UPROOTED AND SOME DISTANCE FROM
 GD1467'ITS ORIGINAL SITE AND THE DISK WAS REMOVED.  IT WILL TAKE
 GD1467'CONSIDERABLE CLEARING TO MAKE THE AZIMUTH MARK AGAIN VISIBLE FROM
 GD1467'THE STATION, AT WHICH TIME TWO NEW REFERENCE MARKS CAN BE SET.
 GD1467'
 GD1467'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1467'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1467'
 GD1467'THE STATION IS LOCATED NEAR THE SUMMIT OF A RATHER HIGH, HEAVILY
 GD1467'WOODED HILL ABOUT 3 MILES NORTH-NORTHEAST OF BIG SANDY, 3 MILES
 GD1467'WEST-NORTHWEST OF FAXON, AND 1-1/2 MILES SOUTH-SOUTHWEST OF THE OLD
 GD1467'MOUNT CARMEL CHURCH.
 GD1467'
 GD1467'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST ALONG
 GD1467'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.1 OF A MILE TO A
 GD1467'CROSSROAD.  HERE TURN LEFT CROSSING THE RAILROAD TRACKS AND GO
 GD1467'NORTH AND NORTHEAST ON A PAVED ROAD FOR 0.5 OF A MILE TO A FORK
 GD1467'WHERE FAXON ROAD BEARS RIGHT AND LICK CREEK ROAD, COUNTY ROAD S 8150
 GD1467'1, BEARS LEFT.  HERE BEAR LEFT ON LICK CREEK ROAD AND GO
 GD1467'NORTHEASTERLY FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GD1467'DESCRIBED.  CONTINUE NORTHERLY ON LICK CREEK ROAD FOR 0.35 OF
 GD1467'A MILE TO A T-ROAD LEFT NEAR THE SUMMIT OF A RISE AND THE STATION ON
 GD1467'THE LEFT AS DESCRIBED.
 GD1467'
 GD1467'THE STATION IS 104 FEET WEST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, COUNTY ROAD S 8150 1, 61 FEET SOUTHWEST OF A UTILITY POLE, 53
 GD1467'FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK WOODS ROAD, 16.5
 GD1467'FEET NORTHEAST OF A 16-INCH, TRIANGULAR BLAZED, POST OAK TREE, AND
 GD1467'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1467'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1467'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED CARMEL 1934.
 GD1467'
 GD1467'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF LICK CREEK ROAD,
 GD1467'125 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GD1467'INTERSECTION OF LICK CREEK ROAD AND A GRAVELED ROAD LEADING INTO THE
 GD1467'PLEASANT RIDGE PRESBYTERIAN CHURCH, 73 FEET SOUTH OF A GUYED
 GD1467'TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1467'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1467'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1467'STAMPED CARMEL AZI 1934.
 GD1467'
 GD1467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1467'NORTH-NORTHWEST OF BIG SANDY.
 GD1467
 GD1467                          STATION RECOVERY (1969)
 GD1467
 GD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1467'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GD1467'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 GD1467'REFERENCE MARK NO. 1 BUT IT COULD NOT BE FOUND AND IS PRESUMED TO
 GD1467'HAVE BEEN DESTROYED BY THE GRADING OUT OF A CUT FOR AN APPROACH ROAD
 GD1467'NEAR THE STATION SITE.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1467'NO. 2 WAS FOUND UPROOTED AND SOME DISTANCE FROM ITS ORIGINAL
 GD1467'SITE, AND THE DISK WAS REMOVED.  CONSIDERABLE CLEARING WILL BE
 GD1467'REQUIRED TO MAKE THE AZIMUTH MARK VISIBLE FROM THE STATION.  TWO
 GD1467'NEW REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED AND THE STATION
 GD1467'WAS OCCUPIED AND THE HORIZONTAL ANGLES BETWEEN INTERSECTION
 GD1467'STATION BIG SANDY, STATE FOREST LOOKOUT TOWER WT 2 1952 AND THE
 GD1467'NEWLY ESTABLISHED REFERENCE MARKS OBSERVED.
 GD1467'
 GD1467'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1467'
 GD1467'THE STATION IS LOCATED NEAR THE SUMMIT OF A RATHER HIGH, HEAVILY
 GD1467'WOODED HILL ABOUT 3 MILES NORTH-NORTHEAST OF BIG SANDY, 3 MILES
 GD1467'WEST-NORTHWEST OF FAXON, 1-1/2 MILES SOUTH-SOUTHWEST OF THE OLD
 GD1467'MOUNT CARMEL CHURCH, AND ON STATE FOREST PROPERTY.
 GD1467'
 GD1467'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST ALONG
 GD1467'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.1 OF A MILE TO A
 GD1467'CROSSING. HERE TURN LEFT CROSSING THE RAILROAD TRACKS AND GO NORTH
 GD1467'AND NORTHEAST ON A PAVED ROAD FOR 0.5 OF A MILE TO A FORK WHERE FAXON
 GD1467'ROAD BEARS RIGHT AND LICK CREEK ROAD, COUNTY ROAD S 8150 1, BEARS
 GD1467'LEFT.  HERE BEAR LEFT ON LICK CREEK ROAD AND GO NORTHEASTERLY FOR
 GD1467'2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 GD1467'NORTHERLY ON LICK CREEK ROAD FOR 0.35 OF A MILE TO A T-ROAD LEFT
 GD1467'NEAR THE SUMMIT OF A RISE AND THE STATION ON THE LEFT AS
 GD1467'DESCRIBED.
 GD1467'
 GD1467'THE STATION IS 104 FEET WEST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, 61 FEET SOUTHWEST OF A UTILITY POLE, 53 FEET SOUTH OF THE
 GD1467'APPROXIMATE CENTER OF A TRACK WOODS ROAD, 16.5 FEET NORTHEAST OF A
 GD1467'16-INCH, TRIANGLE BLAZED, POST OAK TREE, AND 0.8 OF A FOOT EAST OF
 GD1467'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1467'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 GD1467'AND THE DISK IS STAMPED CARMEL 1934.
 GD1467'
 GD1467'REFERENCE MARK NO 3 IS 105 FEET SOUTH-SOUTHWEST OF A UTILITY POLE, 45
 GD1467'FEET SOUTH-SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED, POST OAK TREE,
 GD1467'31 FEET WEST OF THE APPROXIMATE CENTER OF AN ABANDONED GRAVELED
 GD1467'ROAD, 18 FEET SOUTH OF A 10-INCH CEDAR TREE, AND 1.5 FEET NORTHEAST
 GD1467'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1467'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 GD1467'INCHES AND THE DISK IS STAMPED CARMEL 1934 NO 3 1969.
 GD1467'
 GD1467'REFERENCE MARK NO 4 IS 121 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GD1467'CENTER OF THE INTERSECTION OF AN OLD ABANDONED ROAD AND THE TRACK
 GD1467'WOODS ROAD, 46 FEET WEST-NORTHWEST OF THE 16-INCH, TRIANGLE BLAZED,
 GD1467'POST OAK TREE, 10 FEET EAST-NORTHEAST OF AN 8-INCH CEDAR TREE, 9
 GD1467'FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK WOODS ROAD, AND
 GD1467'1.1 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1467'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GD1467'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED CARMEL 1934 NO 4
 GD1467'1969.
 GD1467'
 GD1467'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 GD1467'REFERENCE MARK NO. 4 IS 75.74 FEET - 23.085 METERS.
 GD1467'
 GD1467'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF LICK CREEK ROAD,
 GD1467'125 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GD1467'INTERSECTION OF LICK CREEK ROAD AND A GRAVELED ROAD LEADING INTO THE
 GD1467'PLEASANT RIDGE PRESBYTERIAN CHURCH, 73 FEET SOUTH OF A GUYED
 GD1467'TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1467'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1467'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1467'STAMPED CARMEL AZI 1934.
 GD1467'
 GD1467'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN - ABOUT 3 MILES
 GD1467'NORTH OF BIG SANDY.
 GD1467
 GD1467                          STATION RECOVERY (1971)
 GD1467
 GD1467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1467'CARMEL STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1467'
 GD1467'DESCRIPTION AS IN BULLETIN.  ALL REFS. AND AZ. MKS. GOOD AND
 GD1467'AS DESCRIBED IN BULLETIN.
 GD1467'
 GD1467'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI. N-NE BIG SANDY,
 GD1467'TENN.
 GD1467
 GD1467                          STATION RECOVERY (1986)
 GD1467
 GD1467'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1277 ***********************************************************************
 GC1277  DESIGNATION -  CARON
 GC1277  PID         -  GC1277
 GC1277  STATE/COUNTY-  TN/MONTGOMERY
 GC1277  USGS QUAD   -  CLARKSVILLE (1984)
 GC1277
 GC1277                         *CURRENT SURVEY CONTROL
 GC1277  ___________________________________________________________________
 GC1277* NAD 83(1986)-  36 35 46.     (N)    087 17 13.     (W)     SCALED    
 GC1277* NAVD 88     -       162.224  (meters)     532.23   (feet)  ADJUSTED  
 GC1277  ___________________________________________________________________
 GC1277  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1277  DYNAMIC HT  -         162.091 (meters)     531.79  (feet)  COMP
 GC1277  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GC1277
 GC1277  VERT ORDER  -  SECOND    CLASS 0
 GC1277
 GC1277.The horizontal coordinates were scaled from a topographic map and have
 GC1277.an estimated accuracy of +/- 6 seconds.
 GC1277
 GC1277.The orthometric height was determined by differential leveling
 GC1277.and adjusted by the National Geodetic Survey in June 1991..
 GC1277
 GC1277.The geoid height was determined by GEOID03.
 GC1277
 GC1277.The dynamic height is computed by dividing the NAVD 88
 GC1277.geopotential number by the normal gravity value computed on the
 GC1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1277.degrees latitude (g = 980.6199 gals.).
 GC1277
 GC1277.The modeled gravity was interpolated from observed gravity values.
 GC1277
 GC1277;                    North         East    Units  Estimated Accuracy
 GC1277;SPC TN       -   251,820.      484,840.      MT  (+/- 180 meters Scaled)
 GC1277
 GC1277                          SUPERSEDED SURVEY CONTROL
 GC1277
 GC1277  NGVD 29 (??/??/92)  162.304  (m)          532.49   (f) ADJ UNCH    2 0
 GC1277
 GC1277.Superseded values are not recommended for survey control.
 GC1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1277.See file dsdata.txt to determine how the superseded data were derived.
 GC1277
 GC1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF743501(NAD 83)
 GC1277_MARKER: DD = SURVEY DISK
 GC1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1277_STAMPING: CARON 1965
 GC1277_MARK LOGO: TNHD  
 GC1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1277+STABILITY: SURFACE MOTION
 GC1277
 GC1277  HISTORY     - Date     Condition        Report By
 GC1277  HISTORY     - 1965     MONUMENTED       TNHD
 GC1277  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1277
 GC1277                          STATION DESCRIPTION
 GC1277
 GC1277'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1277'5.7 MI NE FROM CLARKSVILLE.
 GC1277'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48,
 GC1277'ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 2.8 MILES NORTHEAST
 GC1277'ON U.S. HIGHWAY 79 TO THE MARK ON THE LEFT, 46 FEET NORTHWEST
 GC1277'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 79, 15 FEET SOUTHEAST
 GC1277'OF A WOVEN-WIRE FENCE AND 14.3 FEET SOUTHEAST OF A WITNESS
 GC1277'POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1277'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1277
 GC1277                          STATION RECOVERY (1984)
 GC1277
 GC1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1277'SEARCHED FOR BUT NOT RECOVERED.  NONE OF THE REFERENCE MEASUREMENTS
 GC1277'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2457 ***********************************************************************
 GC2457  DESIGNATION -  CARON
 GC2457  PID         -  GC2457
 GC2457  STATE/COUNTY-  TN/MONTGOMERY
 GC2457  USGS QUAD   -  CLARKSVILLE (1984)
 GC2457
 GC2457                         *CURRENT SURVEY CONTROL
 GC2457  ___________________________________________________________________
 GC2457* NAD 83(1995)-  36 35 45.16019(N)    087 17 13.44608(W)     ADJUSTED  
 GC2457* NAVD 88     -       162.22   (+/-2cm)     532.2    (feet)  VERTCON   
 GC2457  ___________________________________________________________________
 GC2457  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GC2457  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2457
 GC2457  HORZ ORDER  -  SECOND
 GC2457  VERT ORDER  -  THIRD ? (See Below)
 GC2457
 GC2457.The horizontal coordinates were established by classical geodetic methods
 GC2457.and adjusted by the National Geodetic Survey in April 1999..
 GC2457
 GC2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2457.The vertical order pertains to the NGVD 29 superseded value.
 GC2457
 GC2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2457
 GC2457.The geoid height was determined by GEOID03.
 GC2457
 GC2457;                    North         East     Units Scale Factor Converg.
 GC2457;SPC TN       -   251,793.104   484,831.547   MT  1.00003670   -0 45 12.6
 GC2457;SPC TN       -   826,091.21  1,590,651.50   sFT  1.00003670   -0 45 12.6
 GC2457;UTM  16      - 4,050,081.660   474,323.218   MT  0.99960812   -0 10 16.1
 GC2457
 GC2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2457!SPC TN       -   0.99997918  x   1.00003670  =   1.00001588
 GC2457!UTM  16      -   0.99997918  x   0.99960812  =   0.99958731
 GC2457
 GC2457|---------------------------------------------------------------------|
 GC2457| PID    Reference Object                     Distance      Geod. Az  |
 GC2457|                                                           dddmmss.s |
 GC2457| CG5035 CARON RM 2                           18.001 METERS 02741     |
 GC2457| GC1275 CARON AZ MK                                        0391004.9 |
 GC2457| CG5034 CARON RM 1                           23.786 METERS 22631     |
 GC2457|---------------------------------------------------------------------|
 GC2457
 GC2457                          SUPERSEDED SURVEY CONTROL
 GC2457
 GC2457  NAD 83(1995)-  36 35 45.16086(N)    087 17 13.44685(W) AD(       ) 2
 GC2457  NAD 83(1995)-  36 35 45.16680(N)    087 17 13.44950(W) AD(       ) 2
 GC2457  NAD 83(1986)-  36 35 45.17018(N)    087 17 13.44929(W) AD(       ) 2
 GC2457  NAD 27      -  36 35 45.00216(N)    087 17 13.42673(W) AD(       ) 2
 GC2457  NGVD 29 (07/19/86)  162.30   (m)          532.5    (f) LEVELING    3  
 GC2457
 GC2457.Superseded values are not recommended for survey control.
 GC2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2457.See file dsdata.txt to determine how the superseded data were derived.
 GC2457
 GC2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7432350082(NAD 83)
 GC2457_MARKER: DD = SURVEY DISK
 GC2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2457
 GC2457  HISTORY     - Date     Condition        Report By
 GC2457  HISTORY     - 1965     MONUMENTED       TNHD
 GC2457
 GC2457                          STATION DESCRIPTION
 GC2457
 GC2457'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2457'THE STATION IS LOCATED ABOUT 5.7 MILES NORTHEAST OF DOWNTOWN
 GC2457'CLARKSVILLE.
 GC2457'
 GC2457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2457'ROUTE 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 2.8 MILES
 GC2457'NORTHEAST ON U.S. HIGHWAY 79 TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2457'
 GC2457'THE STATION MARK IS 46 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC2457'U.S. HIGHWAY 79, 15 FEET SOUTHEAST OF A WOVEN WIRE FENCE AND 14.3
 GC2457'FEET SOUTHEAST OF A WITNESS POST. THE SURFACE AND UNDERGROUND MARKS
 GC2457'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GC2457'ARE STAMPED CARON 1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GC2457'THE SURFACE. THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2457'CONCRETE MONUMENT.
 GC2457'
 GC2457'REFERENCE MARK NO. 1 IS 58 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2457'OF U.S. HIGHWAY 79, 36 FEET NORTHEAST OF TELEPHONE POLE NO. 1863
 GC2457'AND 2 FEET SOUTHWEST OF THE WOVEN-WIRE FENCE. IT IS A STANDARD
 GC2457'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2457'CONCRETE MONUMENT AND THE DISK IS STAMPED CARON RM-1 1965.
 GC2457'
 GC2457'REFERENCE MARK NO. 2 IS 55 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2457'OF U.S. HIGHWAY 79 AND 5 FEET SOUTHEAST OF THE WOVEN-WIRE
 GC2457'FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2457'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2457'CARON RM-2 1965.
 GC2457'
 GC2457'THE AZIMUTH MARK IS 58 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC2457'U.S. HIGHWAY 79, 57 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GC2457'GRAVELED DRIVE, 43 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 25
 GC2457'FEET NORTHEAST OF TELEPHONE POLE NO. 1851 AND 1.1 FEET SOUTHEAST OF A
 GC2457'WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC2457'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2457'STAMPED CARON AZI 1965.
 GC2457'
 GC2457'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.35 MILE NORTHEAST ON
 GC2457'U.S. HIGHWAY 79 TO THE MARK ON THE LEFT.
 GC2457'
 GC2457'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GC2457'
 GC2457'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1275 ***********************************************************************
 GC1275  DESIGNATION -  CARON AZ MK
 GC1275  PID         -  GC1275
 GC1275  STATE/COUNTY-  TN/MONTGOMERY
 GC1275  USGS QUAD   -  CLARKSVILLE (1984)
 GC1275
 GC1275                         *CURRENT SURVEY CONTROL
 GC1275  ___________________________________________________________________
 GC1275* NAD 83(1986)-  36 35 58.     (N)    087 17 00.     (W)     SCALED    
 GC1275* NAVD 88     -       157.145  (meters)     515.57   (feet)  ADJUSTED  
 GC1275  ___________________________________________________________________
 GC1275  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1275  DYNAMIC HT  -         157.017 (meters)     515.15  (feet)  COMP
 GC1275  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GC1275
 GC1275  VERT ORDER  -  SECOND    CLASS 0
 GC1275
 GC1275.The horizontal coordinates were scaled from a topographic map and have
 GC1275.an estimated accuracy of +/- 6 seconds.
 GC1275
 GC1275.The orthometric height was determined by differential leveling
 GC1275.and adjusted by the National Geodetic Survey in June 1991..
 GC1275
 GC1275.The geoid height was determined by GEOID03.
 GC1275
 GC1275.The dynamic height is computed by dividing the NAVD 88
 GC1275.geopotential number by the normal gravity value computed on the
 GC1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1275.degrees latitude (g = 980.6199 gals.).
 GC1275
 GC1275.The modeled gravity was interpolated from observed gravity values.
 GC1275
 GC1275;                    North         East    Units  Estimated Accuracy
 GC1275;SPC TN       -   252,180.      485,170.      MT  (+/- 180 meters Scaled)
 GC1275
 GC1275                          SUPERSEDED SURVEY CONTROL
 GC1275
 GC1275  NGVD 29 (??/??/92)  157.227  (m)          515.84   (f) ADJ UNCH    2 0
 GC1275
 GC1275.Superseded values are not recommended for survey control.
 GC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1275.See file dsdata.txt to determine how the superseded data were derived.
 GC1275
 GC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF746504(NAD 83)
 GC1275_MARKER: DD = SURVEY DISK
 GC1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1275_STAMPING: CARON AZI 1965
 GC1275_MARK LOGO: TNHD  
 GC1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1275+STABILITY: SURFACE MOTION
 GC1275
 GC1275  HISTORY     - Date     Condition        Report By
 GC1275  HISTORY     - 1965     MONUMENTED       TNHD
 GC1275  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1275
 GC1275                          STATION DESCRIPTION
 GC1275
 GC1275'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1275'6 MI NE FROM CLARKSVILLE.
 GC1275'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48,
 GC1275'ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 6.05 MILES NORTHEAST
 GC1275'ON U.S. HIGHWAY 79 TO THE MARK ON THE LEFT, 58 FEET SOUTHEAST
 GC1275'OF A WOVEN-WIRE FENCE, 57 FEET SOUTHWEST OF THE APPROXIMATE
 GC1275'CENTER OF A GRAVELED ROAD, 43 FEET EAST OF THE SOUTHWEST CORNER
 GC1275'OF A BARN, 25 FEET NORTHEAST OF TELEPHONE POLE NO. 1851 AND
 GC1275'1.1 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS
 GC1275'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1275'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1275
 GC1275                          STATION RECOVERY (1984)
 GC1275
 GC1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1275'SEARCHED FOR BUT NOT RECOVERED, INTERSTATE HIGHWAY 24 HAS BEEN
 GC1275'CONSTRUCTED AT THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1278 ***********************************************************************
 GC1278  DESIGNATION -  CARON RM 1
 GC1278  PID         -  GC1278
 GC1278  STATE/COUNTY-  TN/MONTGOMERY
 GC1278  USGS QUAD   -  CLARKSVILLE (1984)
 GC1278
 GC1278                         *CURRENT SURVEY CONTROL
 GC1278  ___________________________________________________________________
 GC1278* NAD 83(1986)-  36 35 48.     (N)    087 17 11.     (W)     SCALED    
 GC1278* NAVD 88     -       161.878  (meters)     531.09   (feet)  ADJUSTED  
 GC1278  ___________________________________________________________________
 GC1278  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1278  DYNAMIC HT  -         161.746 (meters)     530.66  (feet)  COMP
 GC1278  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GC1278
 GC1278  VERT ORDER  -  FIRST     CLASS II
 GC1278
 GC1278.The horizontal coordinates were scaled from a topographic map and have
 GC1278.an estimated accuracy of +/- 6 seconds.
 GC1278
 GC1278.The orthometric height was determined by differential leveling
 GC1278.and adjusted by the National Geodetic Survey in June 1991..
 GC1278
 GC1278.The geoid height was determined by GEOID03.
 GC1278
 GC1278.The dynamic height is computed by dividing the NAVD 88
 GC1278.geopotential number by the normal gravity value computed on the
 GC1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1278.degrees latitude (g = 980.6199 gals.).
 GC1278
 GC1278.The modeled gravity was interpolated from observed gravity values.
 GC1278
 GC1278;                    North         East    Units  Estimated Accuracy
 GC1278;SPC TN       -   251,880.      484,890.      MT  (+/- 180 meters Scaled)
 GC1278
 GC1278                          SUPERSEDED SURVEY CONTROL
 GC1278
 GC1278  NGVD 29 (??/??/92)  161.959  (m)          531.36   (f) ADJ UNCH    2 0
 GC1278
 GC1278.Superseded values are not recommended for survey control.
 GC1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1278.See file dsdata.txt to determine how the superseded data were derived.
 GC1278
 GC1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF743501(NAD 83)
 GC1278_MARKER: DD = SURVEY DISK
 GC1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1278_STAMPING: CARON RM-1 1965
 GC1278_MARK LOGO: TNHD  
 GC1278_PROJECTION: FLUSH
 GC1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1278+STABILITY: SURFACE MOTION
 GC1278
 GC1278  HISTORY     - Date     Condition        Report By
 GC1278  HISTORY     - 1965     MONUMENTED       TNHD
 GC1278  HISTORY     - 1984     GOOD             NGS
 GC1278
 GC1278                          STATION DESCRIPTION
 GC1278
 GC1278'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1278'5.7 MI NW FROM CLARKSVILLE.
 GC1278'AT THE CARON 1965 STATION SITE, 58 FEET NORTHWEST OF THE APPROXIMATE
 GC1278'CENTER OF U.S. HIGHWAY 79, 36 FEET NORTHEAST OF TELEPHONE POLE
 GC1278'NO. 1863 AND 2 FEET SOUTHWEST OF A WOVEN-WIRE FENCE.  IT IS A
 GC1278'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1278'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1278
 GC1278                          STATION RECOVERY (1984)
 GC1278
 GC1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 GC1278'(2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF STATE
 GC1278'HIGHWAY 48 IN BETHLEHEM TO THE BEST WESTERN MOTOR INN ON THE RIGHT AND
 GC1278'THE MARK ON THE LEFT, 18.20 METERS (59.7 FT) NORTHWEST OF THE
 GC1278'CENTERLINE OF THE HIGHWAY, 77.11 METERS (253.0 FT) SOUTHWEST OF THE
 GC1278'APPROXIMATE CENTER OF THE SOUTHWEST DRIVE TO THE QUALITY IN MOTEL,
 GC1278'31.52 METERS (103.4 FT) NORTHEAST OF A POWERLINE POLE, 21.67 METERS
 GC1278'(71.1 FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, AND 0.40 METERS
 GC1278'(1.3 FT) SOUTH OF A NEW WITNESS POST.
 GC1278'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 GC1278'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1276 ***********************************************************************
 GC1276  DESIGNATION -  CARON RM 2
 GC1276  PID         -  GC1276
 GC1276  STATE/COUNTY-  TN/MONTGOMERY
 GC1276  USGS QUAD   -  CLARKSVILLE (1984)
 GC1276
 GC1276                         *CURRENT SURVEY CONTROL
 GC1276  ___________________________________________________________________
 GC1276* NAD 83(1986)-  36 35 46.     (N)    087 17 13.     (W)     SCALED    
 GC1276* NAVD 88     -       162.169  (meters)     532.05   (feet)  ADJUSTED  
 GC1276  ___________________________________________________________________
 GC1276  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1276  DYNAMIC HT  -         162.037 (meters)     531.62  (feet)  COMP
 GC1276  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GC1276
 GC1276  VERT ORDER  -  SECOND    CLASS 0
 GC1276
 GC1276.The horizontal coordinates were scaled from a topographic map and have
 GC1276.an estimated accuracy of +/- 6 seconds.
 GC1276
 GC1276.The orthometric height was determined by differential leveling
 GC1276.and adjusted by the National Geodetic Survey in June 1991..
 GC1276
 GC1276.The geoid height was determined by GEOID03.
 GC1276
 GC1276.The dynamic height is computed by dividing the NAVD 88
 GC1276.geopotential number by the normal gravity value computed on the
 GC1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1276.degrees latitude (g = 980.6199 gals.).
 GC1276
 GC1276.The modeled gravity was interpolated from observed gravity values.
 GC1276
 GC1276;                    North         East    Units  Estimated Accuracy
 GC1276;SPC TN       -   251,820.      484,840.      MT  (+/- 180 meters Scaled)
 GC1276
 GC1276                          SUPERSEDED SURVEY CONTROL
 GC1276
 GC1276  NGVD 29 (??/??/92)  162.250  (m)          532.32   (f) ADJ UNCH    2 0
 GC1276
 GC1276.Superseded values are not recommended for survey control.
 GC1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1276.See file dsdata.txt to determine how the superseded data were derived.
 GC1276
 GC1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF743501(NAD 83)
 GC1276_MARKER: DD = SURVEY DISK
 GC1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1276_STAMPING: CARON RM-2 1965
 GC1276_MARK LOGO: TNHD  
 GC1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1276+STABILITY: SURFACE MOTION
 GC1276
 GC1276  HISTORY     - Date     Condition        Report By
 GC1276  HISTORY     - 1965     MONUMENTED       TNHD
 GC1276  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1276
 GC1276                          STATION DESCRIPTION
 GC1276
 GC1276'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1276'5.7 MI NE FROM CLARKSVILLE.
 GC1276'AT THE CARON 1965 STATION SITE, 55 FEET NORTHWEST OF THE APPROXIMATE
 GC1276'CENTER OF U.S. HIGHWAY 79 AND 5 FEET SOUTHEAST OF A WOVEN-WIRE
 GC1276'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC1276'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1276
 GC1276                          STATION RECOVERY (1984)
 GC1276
 GC1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1276'SEARCHED FOR BUT NOT RECOVERED.  NONE OF THE REFERENCE MEASUREMENTS
 GC1276'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1472 ***********************************************************************
 GD1472  DESIGNATION -  CARPENTER
 GD1472  PID         -  GD1472
 GD1472  STATE/COUNTY-  TN/BENTON
 GD1472  USGS QUAD   -  BIG SANDY (1973)
 GD1472
 GD1472                         *CURRENT SURVEY CONTROL
 GD1472  ___________________________________________________________________
 GD1472* NAD 83(1995)-  36 09 14.93121(N)    088 04 19.21265(W)     ADJUSTED  
 GD1472* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GD1472  ___________________________________________________________________
 GD1472  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GD1472  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1472
 GD1472  HORZ ORDER  -  SECOND
 GD1472
 GD1472.The horizontal coordinates were established by classical geodetic methods
 GD1472.and adjusted by the National Geodetic Survey in April 1999..
 GD1472
 GD1472.The orthometric height was scaled from a topographic map.
 GD1472
 GD1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1472
 GD1472.The geoid height was determined by GEOID03.
 GD1472
 GD1472;                    North         East     Units Scale Factor Converg.
 GD1472;SPC TN       -   203,992.615   413,565.416   MT  0.99996396   -1 12 46.9
 GD1472;SPC TN       -   669,265.77  1,356,839.20   sFT  0.99996396   -1 12 46.9
 GD1472;UTM  16      - 4,001,578.134   403,569.523   MT  0.99971457   -0 37 57.0
 GD1472
 GD1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1472!SPC TN       -   0.99997764  x   0.99996396  =   0.99994160
 GD1472!UTM  16      -   0.99997764  x   0.99971457  =   0.99969221
 GD1472
 GD1472|---------------------------------------------------------------------|
 GD1472| PID    Reference Object                     Distance      Geod. Az  |
 GD1472|                                                           dddmmss.s |
 GD1472| CG3354 CARPENTER RM 2                       37.591 METERS 04349     |
 GD1472| CG3352 CARPENTER AZ MK                                    0785058.7 |
 GD1472| CG3353 CARPENTER RM 1                       37.064 METERS 28510     |
 GD1472|---------------------------------------------------------------------|
 GD1472
 GD1472                          SUPERSEDED SURVEY CONTROL
 GD1472
 GD1472  NAD 83(1995)-  36 09 14.93401(N)    088 04 19.21701(W) AD(       ) 2
 GD1472  NAD 83(1995)-  36 09 14.93372(N)    088 04 19.21922(W) AD(       ) 2
 GD1472  NAD 83(1986)-  36 09 14.94067(N)    088 04 19.21367(W) AD(       ) 2
 GD1472  NAD 27      -  36 09 14.73400(N)    088 04 19.08100(W) AD(       ) 2
 GD1472
 GD1472.Superseded values are not recommended for survey control.
 GD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1472.See file dsdata.txt to determine how the superseded data were derived.
 GD1472
 GD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0357001578(NAD 83)
 GD1472_MARKER: DS = TRIANGULATION STATION DISK
 GD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1472
 GD1472  HISTORY     - Date     Condition        Report By
 GD1472  HISTORY     - 1934     MONUMENTED       CGS
 GD1472  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GD1472
 GD1472                          STATION DESCRIPTION
 GD1472
 GD1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1472'ABOUT 5.7 MILES A LITTLE EAST OF SOUTH OF BIG SANDY, 7.0 MILES
 GD1472'NORTHWEST OF EVA, 6.6 MILES EAST BY NORTH OF CAMDEN, AND ON PROPERTY
 GD1472'OF DAVID W CROCKETT.  TO REACH FROM CAMDEN, FOLLOW ROUTE 69 NORTH
 GD1472'8.0 MILES AND TURN RIGHT AT T-ROAD WITH TRIANGLE-BLAZED TREE IN
 GD1472'NORTHEAST ANGLE, AND GO 0.8 MILE TO HOME OF MR. CROCKETT AND STATION
 GD1472'WHICH IS IN NORTHWEST CORNER OF PEACH ORCHARD, AT ROAD FORKS ABOUT
 GD1472'1/4 MILE SOUTHEAST OF CARPENTERS SCHOOL, 11 YARDS SOUTH OF CENTER
 GD1472'LINE OF ROAD, 8 YARDS EAST OF 9-INCH OAK TREE, AND 12 YARDS NORTH OF
 GD1472'12-INCH OAK TREE IN SIDE YARD OF CROCKETTS HOUSE.  SURFACE AND
 GD1472'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1472'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GD1472'IN CONCRETE.  NO 1 IS 6 YARDS NORTH OF CENTER LINE OF AND
 GD1472'ACROSS ROAD FROM STATION, 4 YARDS EAST OF 12-INCH OAK TREE, 25 YARDS
 GD1472'NORTHEAST OF ROAD INTERSECTION, AND 121.60 FEET FROM
 GD1472'STATION N 34 DEG 50 MIN W.  NO 2 IS 14 YARDS NORTH OF CENTER
 GD1472'LINE OF AND ACROSS ROAD FROM STATION, 4 YARDS SOUTHWEST OF 14-INCH
 GD1472'OAK TREE, AND 123.33 FEET FROM STATION N 43 DEG 49 MIN E.
 GD1472'AZIMUTH MARK IS ON PROPERTY OF E. V. MARKHAM, 4 YARDS SOUTHWEST OF
 GD1472'CENTER LINE OF ROAD, 4 YARDS NORTHWEST OF 6-INCH OAK TREE, 0.1 MILE
 GD1472'NORTHEAST OF T-ROAD LEFT, AND ABOUT 0.25 MILE FROM STATION
 GD1472'N 78 DEG 51 MIN E.
 GD1472
 GD1472                          STATION RECOVERY (1952)
 GD1472
 GD1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1472'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GD1472'CONDITION.  ALL MARKS WERE DESTROYED AT THE REQUEST OF THE PROPERTY
 GD1472'OWNER AND A NEW STATION, CARPENTER 2 1952, WAS ESTABLISHED BY THIS
 GD1472'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1473 ***********************************************************************
 GD1473  DESIGNATION -  CARPENTER 2
 GD1473  PID         -  GD1473
 GD1473  STATE/COUNTY-  TN/BENTON
 GD1473  USGS QUAD   -  BIG SANDY (1973)
 GD1473
 GD1473                         *CURRENT SURVEY CONTROL
 GD1473  ___________________________________________________________________
 GD1473* NAD 83(1995)-  36 09 15.50912(N)    088 04 19.41979(W)     ADJUSTED  
 GD1473* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GD1473  ___________________________________________________________________
 GD1473  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GD1473  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1473
 GD1473  HORZ ORDER  -  SECOND
 GD1473
 GD1473.The horizontal coordinates were established by classical geodetic methods
 GD1473.and adjusted by the National Geodetic Survey in April 1999..
 GD1473
 GD1473.The orthometric height was scaled from a topographic map.
 GD1473
 GD1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1473
 GD1473.The geoid height was determined by GEOID03.
 GD1473
 GD1473;                    North         East     Units Scale Factor Converg.
 GD1473;SPC TN       -   204,010.533   413,560.617   MT  0.99996397   -1 12 47.0
 GD1473;SPC TN       -   669,324.56  1,356,823.46   sFT  0.99996397   -1 12 47.0
 GD1473;UTM  16      - 4,001,595.997   403,564.543   MT  0.99971459   -0 37 57.1
 GD1473
 GD1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1473!SPC TN       -   0.99997764  x   0.99996397  =   0.99994161
 GD1473!UTM  16      -   0.99997764  x   0.99971459  =   0.99969223
 GD1473
 GD1473|---------------------------------------------------------------------|
 GD1473| PID    Reference Object                     Distance      Geod. Az  |
 GD1473|                                                           dddmmss.s |
 GD1473| CG3356 CARPENTER 2 RM 3                     24.725 METERS 06535     |
 GD1473| CG3355 CARPENTER 2 AZ MK                                  0811539.0 |
 GD1473| GD1472 CARPENTER                            18.550 METERS 16348     |
 GD1473| GD1475 CAMDEN MUNICIPAL TANK               APPROX.10.3 KM 1921302.8 |
 GD1473| CG3357 CARPENTER 2 RM 4                     26.427 METERS 27057     |
 GD1473|---------------------------------------------------------------------|
 GD1473
 GD1473                          SUPERSEDED SURVEY CONTROL
 GD1473
 GD1473  NAD 83(1995)-  36 09 15.51192(N)    088 04 19.42415(W) AD(       ) 2
 GD1473  NAD 83(1995)-  36 09 15.51163(N)    088 04 19.42636(W) AD(       ) 2
 GD1473  NAD 83(1986)-  36 09 15.51847(N)    088 04 19.42077(W) AD(       ) 2
 GD1473  NAD 27      -  36 09 15.31200(N)    088 04 19.28800(W) AD(       ) 2
 GD1473
 GD1473.Superseded values are not recommended for survey control.
 GD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1473.See file dsdata.txt to determine how the superseded data were derived.
 GD1473
 GD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0356501596(NAD 83)
 GD1473_MARKER: DS = TRIANGULATION STATION DISK
 GD1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1473
 GD1473  HISTORY     - Date     Condition        Report By
 GD1473  HISTORY     - 1952     MONUMENTED       CGS
 GD1473  HISTORY     - 1954     GOOD             TVA
 GD1473  HISTORY     - 1968     GOOD             CGS
 GD1473  HISTORY     - 1971     GOOD             LOCENG
 GD1473
 GD1473                          STATION DESCRIPTION
 GD1473
 GD1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1473'STATION IS LOCATED ON THE PROPERTY OF D. W. CROCKETT ABOUT 6-1/2
 GD1473'MILES NORTH OF CAMDEN AND 5-1/2 MILES SOUTH OF BIG SANDY.  IT IS 132
 GD1473'FEET NORTHEAST OF A GRAVEL ROAD INTERSECTION, 28 FEET NORTH OF THE
 GD1473'CENTER OF A GRAVEL ROAD AND 16 FEET SOUTH OF A FENCE LINE AND WHITE
 GD1473'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CARPENTER
 GD1473'2 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 3 IS 46 FEET NORTH OF THE CENTER OF THE GRAVEL
 GD1473'ROAD, 11 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE.
 GD1473'THE MARK IS FLUSH AND THE DISK IS STAMPED CARPENTER 2 NO 3 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 4 IS 65 FEET NORTHEAST OF THE GRAVEL ROAD
 GD1473'INTERSECTION, 24 FEET NORTHEAST OF A POWER POLE AND 17 FEET
 GD1473'SOUTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 GD1473'STAMPED CARPENTER 2 NO 4 1952.
 GD1473'
 GD1473'AZIMUTH MARK IS 22 FEET EAST OF A 22-INCH OAK TREE, 13 FEET SOUTH OF
 GD1473'THE CENTER OF A GRAVEL ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.
 GD1473'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CARPENTER
 GD1473'2 1952.
 GD1473'
 GD1473'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO NORTH ON
 GD1473'STATE HIGHWAY 69 FOR 8.1 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT ON
 GD1473'GRAVEL ROAD AND GO SOUTHEAST FOR 0.9 MILE TO A GRAVEL ROAD
 GD1473'INTERSECTION AND THE STATION AS DESCRIBED.
 GD1473'
 GD1473'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 GD1473'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1473'
 GD1473'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1473
 GD1473                          STATION RECOVERY (1954)
 GD1473
 GD1473'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1954
 GD1473'REFERENCE MARK 4 IS 60 FEET NE OF ROAD INTERSECTION AND ABOUT 80 FEET
 GD1473'WEST OF STATION MARK, AND IS IN GOOD CONDITION.
 GD1473
 GD1473                          STATION RECOVERY (1968)
 GD1473
 GD1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1473'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1473'THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE
 GD1473'REFERENCE MARKS WERE VERIFIED.  THE NUMERAL 2 WAS NOT STAMPED ON
 GD1473'THE REFERENCE MARKS FOLLOWING THE STATION NAME, AND WAS INSERTED
 GD1473'DURING THIS RECOVERY.
 GD1473'
 GD1473'DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL STATION DESCRIPTION
 GD1473'WAS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1473'DESCRIPTION.
 GD1473'
 GD1473'THE STATION IS LOCATED IN A SMALL FARM LOT ON THE PROPERTY OF D. W.
 GD1473'CROCKETT ABOUT 6-1/2 MILES NORTH OF CAMDEN AND 5-1/2 MILES SOUTH OF
 GD1473'BIG SANDY.
 GD1473'
 GD1473'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO WEST ALONG
 GD1473'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR ABOUT 150 FEET TO AN OILED
 GD1473'STREET, HERE TURN LEFT AND GO SOUTH ON THE OILED STREET FOR ABOUT
 GD1473'0.05 OF A MILE TO STATE ROUTE 69 AT A SHARP CURVE FROM NORTH TO
 GD1473'WEST.  CONTINUE SOUTHERLY ON STATE ROUTE 69 FOR 5.35 MILES TO COUNTY
 GD1473'ROAD R-9992 ON THE LEFT AT SIGN CEDAR GROVE CHURCH OF CHRIST 3
 GD1473'MILES.  HERE TURN LEFT ON COUNTY ROAD R-9992 AND GO SOUTHEASTERLY AND
 GD1473'SOUTH FOR 0.85 OF A MILE TO WHERE THE ROAD TURNS SHARP LEFT AND
 GD1473'THE JUNCTION OF COUNTY ROAD R1-9128 FORMS A T WHERE IT INTERSECTS ON
 GD1473'THE LEFT.  HERE TURN LEFT AND GO EAST ON COUNTY ROAD R-9992 FOR
 GD1473'ABOUT 45 YARDS TO THE FARM HOME OF D. W. CROCKETT ON THE RIGHT AND
 GD1473'THE STATION ON THE LEFT IN FARM LOT AS DESCRIBED.
 GD1473'
 GD1473'THE STATION IS LOCATED ACROSS COUNTY ROAD R-9992 NORTH OF THE
 GD1473'NORTHEAST CORNER OF THE D. W. CROCKETT FARM HOME, 96 FEET EAST OF A
 GD1473'POWERLINE TRANSFORMER POLE, 85 FEET WEST OF A T FENCE CORNER POST,
 GD1473'66 FEET EAST OF THE APPROXIMATE CENTER OF A WOODEN GATE LEADING INTO
 GD1473'THE FARM LOT, 24 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1473'R-9992, 18 FEET SOUTHEAST OF AN 18-INCH BLACK OAK TREE, 6.5
 GD1473'FEET NORTH OF A WOODEN FENCE, AND 0.9 OF A FOOT SOUTH OF A METAL
 GD1473'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1473'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1473'STAMPED CARPENTER 2 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 3 IS 47 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1473'COUNTY ROAD R-9992, 29 FEET NORTH-NORTHWEST OF THE T FENCE CORNER
 GD1473'POST, 28 FEET NORTH OF A WOODEN FENCE, 13 FEET WEST OF A WOVEN WIRE
 GD1473'FENCE, AND 4 FEET SOUTH-SOUTHEAST OF A 36-INCH BLACK OAK TREE.  IT
 GD1473'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1473'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CARPENTER 2
 GD1473'NO 3 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 4 IS 64 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GD1473'OF THE INTERSECTION OF COUNTY ROADS R-9992 AND R1-9128, 51 FEET EAST
 GD1473'OF THE APPROXIMATE CENTER OF COUNTY ROAD R-9992 ON ITS NORTH-SOUTH
 GD1473'TANGENT, 39 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1473'R-9992 ON ITS EAST-WEST TANGENT, 29 FEET NORTHWEST OF THE APPROXIMATE
 GD1473'CENTER OF THE WOODEN GATE, 28 FEET SOUTHEAST OF A 30-INCH WHITE OAK
 GD1473'TREE, 23 FEET NORTH-NORTHEAST OF THE POWERLINE TRANSFORMER POLE, AND
 GD1473'21 FEET SOUTH OF A 16-INCH BLACK OAK TREE.  IT IS A STANDARD DISK
 GD1473'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1473'PROJECTS 1 INCH AND THE DISK IS STAMPED CARPENTER 2 NO 4 1952.
 GD1473'
 GD1473'DUE TO A LARGE TREE DIRECTLY ON LINE, IT WAS IMPOSSIBLE TO MEASURE
 GD1473'BETWEEN THE REFERENCE MARKS.
 GD1473'
 GD1473'THE AZIMUTH MARK IS ALONG THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD
 GD1473'R-9992, 79 FEET WEST OF AN 18-INCH POST OAK TREE, 20 FEET EAST OF A
 GD1473'20-INCH BLACK OAK TREE, 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1473'COUNTY ROAD R-9992, 1 FOOT NORTH OF A FENCE, AND 0.8 OF A FOOT
 GD1473'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1473'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GD1473'INCHES AND THE DISK IS STAMPED CARPENTER 2 1952.
 GD1473'
 GD1473'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON
 GD1473'COUNTY ROAD R-9992 FOR 0.3 OF A MILE TO THE MARK ON THE RIGHT AS
 GD1473'DESCRIBED.
 GD1473'
 GD1473'THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
 GD1473
 GD1473                          STATION RECOVERY (1971)
 GD1473
 GD1473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1473'CARPENTER 2 STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1473'
 GD1473'ALL REF. MKS. IN GOOD CONDITION ALSO AZ. MK. IN GOOD CONDITION.
 GD1473'DESCRIPTION AS IN BULLETIN.
 GD1473'
 GD1473'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MI. N. CAMDEN, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2509 ***********************************************************************
 GA2509  DESIGNATION -  CARR
 GA2509  PID         -  GA2509
 GA2509  STATE/COUNTY-  TN/CLAIBORNE
 GA2509  USGS QUAD   -  CLOUDS (1952)
 GA2509
 GA2509                         *CURRENT SURVEY CONTROL
 GA2509  ___________________________________________________________________
 GA2509* NAD 83(1995)-  36 23 50.53058(N)    083 40 47.11331(W)     ADJUSTED  
 GA2509* NAVD 88     -       361.719  (meters)    1186.74   (feet)  ADJUSTED  
 GA2509  ___________________________________________________________________
 GA2509  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GA2509  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2509  DYNAMIC HT  -         361.395 (meters)    1185.68  (feet)  COMP
 GA2509  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2509
 GA2509  HORZ ORDER  -  SECOND
 GA2509  VERT ORDER  -  SECOND    CLASS 0
 GA2509
 GA2509.The horizontal coordinates were established by classical geodetic methods
 GA2509.and adjusted by the National Geodetic Survey in April 1999..
 GA2509
 GA2509.The orthometric height was determined by differential leveling
 GA2509.and adjusted by the National Geodetic Survey in June 1991..
 GA2509
 GA2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2509
 GA2509.The geoid height was determined by GEOID03.
 GA2509
 GA2509.The dynamic height is computed by dividing the NAVD 88
 GA2509.geopotential number by the normal gravity value computed on the
 GA2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2509.degrees latitude (g = 980.6199 gals.).
 GA2509
 GA2509.The modeled gravity was interpolated from observed gravity values.
 GA2509
 GA2509;                    North         East     Units Scale Factor Converg.
 GA2509;SPC TN       -   231,474.596   808,127.217   MT  0.99999663   +1 21 30.1
 GA2509;SPC TN       -   759,429.57  2,651,330.71   sFT  0.99999663   +1 21 30.1
 GA2509;UTM  17      - 4,031,360.317   259,671.483   MT  1.00031168   -1 35 27.2
 GA2509
 GA2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2509!SPC TN       -   0.99994805  x   0.99999663  =   0.99994468
 GA2509!UTM  17      -   0.99994805  x   1.00031168  =   1.00025971
 GA2509
 GA2509:                Primary Azimuth Mark                     Grid Az
 GA2509:SPC TN       -  CARR AZ MK                               053 34 48.9
 GA2509:UTM  17      -  CARR AZ MK                               056 31 46.2
 GA2509
 GA2509|---------------------------------------------------------------------|
 GA2509| PID    Reference Object                     Distance      Geod. Az  |
 GA2509|                                                           dddmmss.s |
 GA2509| GA2508 CARR AZ MK                                         0545619.0 |
 GA2509| GA2511 CARR RM 1                             5.566 METERS 14623     |
 GA2509| GA2510 CARR RM 2                             5.450 METERS 32406     |
 GA2509|---------------------------------------------------------------------|
 GA2509
 GA2509                          SUPERSEDED SURVEY CONTROL
 GA2509
 GA2509  NAD 83(1995)-  36 23 50.53405(N)    083 40 47.11529(W) AD(       ) 2
 GA2509  NAD 83(1995)-  36 23 50.53372(N)    083 40 47.10935(W) AD(       ) 2
 GA2509  NAD 83(1995)-  36 23 50.53941(N)    083 40 47.11526(W) AD(       ) 2
 GA2509  NAD 83(1986)-  36 23 50.54199(N)    083 40 47.11442(W) AD(       ) 2
 GA2509  NAD 27      -  36 23 50.24783(N)    083 40 47.43899(W) AD(       ) 2
 GA2509  NGVD 29 (??/??/92)  361.816  (m)         1187.06   (f) ADJ UNCH    2 0
 GA2509
 GA2509.Superseded values are not recommended for survey control.
 GA2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2509.See file dsdata.txt to determine how the superseded data were derived.
 GA2509
 GA2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5967131360(NAD 83)
 GA2509_MARKER: DD = SURVEY DISK
 GA2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2509_STAMPING: CARR 1963
 GA2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2509+STABILITY: SURFACE MOTION
 GA2509
 GA2509  HISTORY     - Date     Condition        Report By
 GA2509  HISTORY     - 1963     MONUMENTED       TNHD
 GA2509  HISTORY     - 1964     GOOD             TNHD
 GA2509
 GA2509                          STATION DESCRIPTION
 GA2509
 GA2509'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2509'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF NEW TAZEWELL.
 GA2509'
 GA2509'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA2509'SOUTHWEST ON STATE
 GA2509'ROUTE 33 FOR 5.9 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GA2509'CONTINUE ON STATE ROUTE
 GA2509'33 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT
 GA2509'JUST BEFORE REACHING A STORE, TURN LEFT
 GA2509'AND GO 0.05 MILE TO A GATE ON
 GA2509'THE LEFT, TURN LEFT AND GO 0.2 MILE PASSING TO THE NORTH
 GA2509'OF A GRAVE YARD
 GA2509'TO A FENCE AND THE STATION AS DESCRIBED.
 GA2509'
 GA2509'THE STATION IS 50 FEET SOUTHEAST OF A TRIPLE-TRUNKED TREE, 2 FEET
 GA2509'SOUTHWEST OF A FENCE AND
 GA2509'1.8 FEET NORTH OF A WITNESS POST.  THE SURFACE AND
 GA2509'UNDERGROUND MARKS ARE STANDARD
 GA2509'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2509'ARE STAMPED CARR 1963.  THE UNDERGROUND MARK IS
 GA2509'ABOUT 30 INCHES BELOW
 GA2509'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2509'CONCRETE
 GA2509'MONUMENT.
 GA2509'
 GA2509'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCE.  IT IS A
 GA2509'STANDARD TENNESSEE
 GA2509'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2509'CONCRETE MONUMENT AND THE
 GA2509'DISK IS STAMPED CARR RM-1 1963.
 GA2509'
 GA2509'REFERENCE MARK NO. 2 IS 32 FEET SOUTHEAST OF A TRIPLE-TRUNKED TREE
 GA2509'AND 4 FEET SOUTHWEST OF A
 GA2509'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2509'DISK SET IN A 10-INCH SQUARE,
 GA2509'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2509'IS STAMPED CARR RM-2 1963.
 GA2509'
 GA2509'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GA2509'ROUTE 33, 1.4 FEET EAST OF
 GA2509'THE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  IT IS
 GA2509'A STANDARD TENNESSEE HIGHWAY
 GA2509'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2509'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2509'STAMPED CARR AZI 1963.
 GA2509'
 GA2509'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2509'
 GA2509'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2509
 GA2509                          STATION RECOVERY (1964)
 GA2509
 GA2509'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2509'6 MI SW FROM NEW TAZEWELL.
 GA2509'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2509'ROUTE 33 FOR 6.3 MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE
 GA2509'REACHING A STORE, TURN LEFT AND GO 0.05 MILE TO A GATE ON THE
 GA2509'LEFT, TURN LEFT AND GO 0.2 MILE PASSING TO THE NORTH OF A GRAVE
 GA2509'YARD TO A FENCE AND THE STATION.  THE STATION MARK IS 50 FEET
 GA2509'SOUTHEAST OF A TRIPLE-TRUNKED TREE, 2 FEET SOUTHWEST OF A FENCE
 GA2509'AND 1.8 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2509'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2509'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0361 ***********************************************************************
 FF0361  DESIGNATION -  CARR
 FF0361  PID         -  FF0361
 FF0361  STATE/COUNTY-  TN/SHELBY
 FF0361  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0361
 FF0361                         *CURRENT SURVEY CONTROL
 FF0361  ___________________________________________________________________
 FF0361* NAD 83(1995)-  35 07 51.97598(N)    090 01 25.42034(W)     ADJUSTED  
 FF0361* NAVD 88     -        82.654  (meters)     271.17   (feet)  ADJUSTED  
 FF0361  ___________________________________________________________________
 FF0361  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FF0361  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0361  DYNAMIC HT  -          82.579 (meters)     270.93  (feet)  COMP
 FF0361  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FF0361
 FF0361  HORZ ORDER  -  SECOND
 FF0361  VERT ORDER  -  SECOND    CLASS 0
 FF0361
 FF0361.The horizontal coordinates were established by classical geodetic methods
 FF0361.and adjusted by the National Geodetic Survey in April 1999..
 FF0361
 FF0361.The orthometric height was determined by differential leveling
 FF0361.and adjusted by the National Geodetic Survey in June 1991..
 FF0361
 FF0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0361
 FF0361.The geoid height was determined by GEOID03.
 FF0361
 FF0361.The dynamic height is computed by dividing the NAVD 88
 FF0361.geopotential number by the normal gravity value computed on the
 FF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0361.degrees latitude (g = 980.6199 gals.).
 FF0361
 FF0361.The modeled gravity was interpolated from observed gravity values.
 FF0361
 FF0361;                    North         East     Units Scale Factor Converg.
 FF0361;SPC TN       -    96,051.632   233,362.922   MT  1.00002311   -2 21 20.3
 FF0361;SPC TN       -   315,129.40    765,624.85   sFT  1.00002311   -2 21 20.3
 FF0361;SPC AR N     -    90,313.533   580,104.001   MT  0.99996701   +1 08 60.0
 FF0361;SPC AR N     -   296,303.65  1,903,224.54   sFT  0.99996701   +1 08 60.0
 FF0361;UTM  15      - 3,891,637.693   771,197.380   MT  1.00050653   +1 42 49.5
 FF0361;UTM  16      - 3,891,768.143   224,477.106   MT  1.00053568   -1 44 28.0
 FF0361
 FF0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0361!SPC TN       -   0.99999131  x   1.00002311  =   1.00001442
 FF0361!SPC AR N     -   0.99999131  x   0.99996701  =   0.99995832
 FF0361!UTM  15      -   0.99999131  x   1.00050653  =   1.00049784
 FF0361!UTM  16      -   0.99999131  x   1.00053568  =   1.00052699
 FF0361
 FF0361                          SUPERSEDED SURVEY CONTROL
 FF0361
 FF0361  NAD 83(1995)-  35 07 51.97830(N)    090 01 25.41981(W) AD(       ) 2
 FF0361  NAD 83(1995)-  35 07 51.98179(N)    090 01 25.41987(W) AD(       ) 2
 FF0361  NAD 83(1986)-  35 07 51.98632(N)    090 01 25.42132(W) AD(       ) 2
 FF0361  NAD 27      -  35 07 51.66110(N)    090 01 25.09330(W) AD(       ) 2
 FF0361  NGVD 29 (??/??/??)   82.624  (m)          271.08   (f) ADJUSTED    2 0
 FF0361
 FF0361.Superseded values are not recommended for survey control.
 FF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0361.See file dsdata.txt to determine how the superseded data were derived.
 FF0361
 FF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7119791638(NAD 83)
 FF0361_MARKER: DS = TRIANGULATION STATION DISK
 FF0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0361_STAMPING: CARR 1959
 FF0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0361+STABILITY: SURFACE MOTION
 FF0361
 FF0361  HISTORY     - Date     Condition        Report By
 FF0361  HISTORY     - 1959     MONUMENTED       CGS
 FF0361  HISTORY     - 1959     GOOD             CGS
 FF0361  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0361
 FF0361                          STATION DESCRIPTION
 FF0361
 FF0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0361'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF THE
 FF0361'DOWNTOWN CENTER OF MEMPHIS, ABOUT 0.2 MILE WEST OF THE BELLEVUE
 FF0361'JR. HIGH SCHOOL AND NEAR THE WEST EDGE OF THE PLAY GROUNDS
 FF0361'AND IS ABOUT HALF WAY BETWEEN LAMAR AVE. AND CARR AVE.,
 FF0361'45 FEET EAST OF THE NORTHEAST CORNER OF A FENCE, 15 FEET
 FF0361'SOUTH OF A SMALL WHITE BUILDING AND 2 FEET EAST OF A SIDE
 FF0361'WALK.  THE MARK IS A STANDARD MARK.
 FF0361'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FF0361'CARR 1959.
 FF0361'
 FF0361'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF0361
 FF0361                          STATION RECOVERY (1959)
 FF0361
 FF0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0361'AT MEMPHIS.
 FF0361'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF THE DOWNTOWN
 FF0361'CENTER OF MEMPHIS, ABOUT 0.2 MILE WEST OF THE BELLEVUE JR. HIGH
 FF0361'SCHOOL AND NEAR THE WEST EDGE OF THE PLAY GROUNDS AND IS ABOUT
 FF0361'HALF WAY BETWEEN LAMAR AVE. AND CARR AVE., 45 FEET EAST OF THE
 FF0361'NORTHEAST CORNER OF A FENCE, 15 FEET SOUTH OF A SMALL WHITE
 FF0361'BUILDING AND 2 FEET EAST OF A SIDE WALK.  THE MARK IS SET IN
 FF0361'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FF0361'GROUND.  IT IS ABOUT 1 MILE NORTH OF Y214.
 FF0361
 FF0361                          STATION RECOVERY (1995)
 FF0361
 FF0361'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2508 ***********************************************************************
 GA2508  DESIGNATION -  CARR AZ MK
 GA2508  PID         -  GA2508
 GA2508  STATE/COUNTY-  TN/CLAIBORNE
 GA2508  USGS QUAD   -  CLOUDS (1952)
 GA2508
 GA2508                         *CURRENT SURVEY CONTROL
 GA2508  ___________________________________________________________________
 GA2508* NAD 83(1986)-  36 24 02.     (N)    083 40 27.     (W)     SCALED    
 GA2508* NAVD 88     -       379.822  (meters)    1246.13   (feet)  ADJUSTED  
 GA2508  ___________________________________________________________________
 GA2508  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2508  DYNAMIC HT  -         379.481 (meters)    1245.01  (feet)  COMP
 GA2508  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 GA2508
 GA2508  VERT ORDER  -  SECOND    CLASS 0
 GA2508
 GA2508.The horizontal coordinates were scaled from a topographic map and have
 GA2508.an estimated accuracy of +/- 6 seconds.
 GA2508
 GA2508.The orthometric height was determined by differential leveling
 GA2508.and adjusted by the National Geodetic Survey in June 1991..
 GA2508
 GA2508.The geoid height was determined by GEOID03.
 GA2508
 GA2508.The dynamic height is computed by dividing the NAVD 88
 GA2508.geopotential number by the normal gravity value computed on the
 GA2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2508.degrees latitude (g = 980.6199 gals.).
 GA2508
 GA2508.The modeled gravity was interpolated from observed gravity values.
 GA2508
 GA2508;                    North         East    Units  Estimated Accuracy
 GA2508;SPC TN       -   231,840.      808,620.      MT  (+/- 180 meters Scaled)
 GA2508
 GA2508                          SUPERSEDED SURVEY CONTROL
 GA2508
 GA2508  NGVD 29 (??/??/??)  379.98   (m)         1246.7    (f) RESET       3  
 GA2508
 GA2508.Superseded values are not recommended for survey control.
 GA2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2508.See file dsdata.txt to determine how the superseded data were derived.
 GA2508
 GA2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA601317(NAD 83)
 GA2508_MARKER: DD = SURVEY DISK
 GA2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2508_STAMPING: CARR AZI 1963
 GA2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2508+STABILITY: SURFACE MOTION
 GA2508
 GA2508  HISTORY     - Date     Condition        Report By
 GA2508  HISTORY     - 1963     MONUMENTED       TNHD
 GA2508
 GA2508                          STATION DESCRIPTION
 GA2508
 GA2508'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2508'6 MI SW FROM NEW TAZEWELL.
 GA2508'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2508'33 FOR 5.9 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH
 GA2508'MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2508'1.4 FEET EAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT NORTH
 GA2508'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2508'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2508'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2511 ***********************************************************************
 GA2511  DESIGNATION -  CARR RM 1
 GA2511  PID         -  GA2511
 GA2511  STATE/COUNTY-  TN/CLAIBORNE
 GA2511  USGS QUAD   -  CLOUDS (1952)
 GA2511
 GA2511                         *CURRENT SURVEY CONTROL
 GA2511  ___________________________________________________________________
 GA2511* NAD 83(1986)-  36 23 50.     (N)    083 40 47.     (W)     SCALED    
 GA2511* NAVD 88     -       362.133  (meters)    1188.10   (feet)  ADJUSTED  
 GA2511  ___________________________________________________________________
 GA2511  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2511  DYNAMIC HT  -         361.808 (meters)    1187.03  (feet)  COMP
 GA2511  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2511
 GA2511  VERT ORDER  -  SECOND    CLASS 0
 GA2511
 GA2511.The horizontal coordinates were scaled from a topographic map and have
 GA2511.an estimated accuracy of +/- 6 seconds.
 GA2511
 GA2511.The orthometric height was determined by differential leveling
 GA2511.and adjusted by the National Geodetic Survey in June 1991..
 GA2511
 GA2511.The geoid height was determined by GEOID03.
 GA2511
 GA2511.The dynamic height is computed by dividing the NAVD 88
 GA2511.geopotential number by the normal gravity value computed on the
 GA2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2511.degrees latitude (g = 980.6199 gals.).
 GA2511
 GA2511.The modeled gravity was interpolated from observed gravity values.
 GA2511
 GA2511;                    North         East    Units  Estimated Accuracy
 GA2511;SPC TN       -   231,460.      808,130.      MT  (+/- 180 meters Scaled)
 GA2511
 GA2511                          SUPERSEDED SURVEY CONTROL
 GA2511
 GA2511  NGVD 29 (??/??/92)  362.230  (m)         1188.42   (f) ADJ UNCH    2 0
 GA2511
 GA2511.Superseded values are not recommended for survey control.
 GA2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2511.See file dsdata.txt to determine how the superseded data were derived.
 GA2511
 GA2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596313(NAD 83)
 GA2511_MARKER: DD = SURVEY DISK
 GA2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2511_STAMPING: CARR RM-1 1963
 GA2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2511+STABILITY: SURFACE MOTION
 GA2511
 GA2511  HISTORY     - Date     Condition        Report By
 GA2511  HISTORY     - 1963     MONUMENTED       TNHD
 GA2511  HISTORY     - 1964     GOOD             TNHD
 GA2511
 GA2511                          STATION DESCRIPTION
 GA2511
 GA2511'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2511'6 MI SW FROM NEW TAZEWELL.
 GA2511'THIS MARK IS LOCATED AT THE CARR 1963 STATION SITE, 1 FOOT
 GA2511'SOUTHWEST OF A FENCE AND 18 FEET SOUTHEAST OF THE STATION.  THE
 GA2511'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2511'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2510 ***********************************************************************
 GA2510  DESIGNATION -  CARR RM 2
 GA2510  PID         -  GA2510
 GA2510  STATE/COUNTY-  TN/CLAIBORNE
 GA2510  USGS QUAD   -  CLOUDS (1952)
 GA2510
 GA2510                         *CURRENT SURVEY CONTROL
 GA2510  ___________________________________________________________________
 GA2510* NAD 83(1986)-  36 23 50.     (N)    083 40 47.     (W)     SCALED    
 GA2510* NAVD 88     -       360.920  (meters)    1184.12   (feet)  ADJUSTED  
 GA2510  ___________________________________________________________________
 GA2510  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2510  DYNAMIC HT  -         360.597 (meters)    1183.06  (feet)  COMP
 GA2510  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2510
 GA2510  VERT ORDER  -  SECOND    CLASS 0
 GA2510
 GA2510.The horizontal coordinates were scaled from a topographic map and have
 GA2510.an estimated accuracy of +/- 6 seconds.
 GA2510
 GA2510.The orthometric height was determined by differential leveling
 GA2510.and adjusted by the National Geodetic Survey in June 1991..
 GA2510
 GA2510.The geoid height was determined by GEOID03.
 GA2510
 GA2510.The dynamic height is computed by dividing the NAVD 88
 GA2510.geopotential number by the normal gravity value computed on the
 GA2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2510.degrees latitude (g = 980.6199 gals.).
 GA2510
 GA2510.The modeled gravity was interpolated from observed gravity values.
 GA2510
 GA2510;                    North         East    Units  Estimated Accuracy
 GA2510;SPC TN       -   231,460.      808,130.      MT  (+/- 180 meters Scaled)
 GA2510
 GA2510                          SUPERSEDED SURVEY CONTROL
 GA2510
 GA2510  NGVD 29 (??/??/92)  361.017  (m)         1184.44   (f) ADJ UNCH    2 0
 GA2510
 GA2510.Superseded values are not recommended for survey control.
 GA2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2510.See file dsdata.txt to determine how the superseded data were derived.
 GA2510
 GA2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596313(NAD 83)
 GA2510_MARKER: DD = SURVEY DISK
 GA2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2510_STAMPING: CARR RM-2 1963
 GA2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2510+STABILITY: SURFACE MOTION
 GA2510
 GA2510  HISTORY     - Date     Condition        Report By
 GA2510  HISTORY     - 1963     MONUMENTED       TNHD
 GA2510  HISTORY     - 1964     GOOD             TNHD
 GA2510
 GA2510                          STATION DESCRIPTION
 GA2510
 GA2510'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2510'6 MI SW FROM NEW TAZEWELL.
 GA2510'THIS MARK IS LOCATED AT THE CARR 1963 STATION SITE, 32 FEET
 GA2510'SOUTHEAST OF A TRIPLE-TRUNKED TREE, 4 FEET SOUTHWEST OF A FENCE
 GA2510'AND 18 FEET NORTHWEST OF THE STATION.  THE MARK IS A STANDARD
 GA2510'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2510'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0838 ***********************************************************************
 FE0838  DESIGNATION -  CARTER
 FE0838  PID         -  FE0838
 FE0838  STATE/COUNTY-  TN/HAYWOOD
 FE0838  USGS QUAD   -  SUNNYHILL (1983)
 FE0838
 FE0838                         *CURRENT SURVEY CONTROL
 FE0838  ___________________________________________________________________
 FE0838* NAD 83(1995)-  35 34 21.01815(N)    089 08 05.67969(W)     ADJUSTED  
 FE0838* NAVD 88     -       130.852  (meters)     429.30   (feet)  ADJUSTED  
 FE0838  ___________________________________________________________________
 FE0838  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FE0838  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0838  DYNAMIC HT  -         130.736 (meters)     428.92  (feet)  COMP
 FE0838  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0838
 FE0838  HORZ ORDER  -  SECOND
 FE0838  VERT ORDER  -  SECOND    CLASS 0
 FE0838
 FE0838.The horizontal coordinates were established by classical geodetic methods
 FE0838.and adjusted by the National Geodetic Survey in April 1999..
 FE0838
 FE0838.The orthometric height was determined by differential leveling
 FE0838.and adjusted by the National Geodetic Survey in June 1991..
 FE0838
 FE0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0838
 FE0838.The geoid height was determined by GEOID03.
 FE0838
 FE0838.The dynamic height is computed by dividing the NAVD 88
 FE0838.geopotential number by the normal gravity value computed on the
 FE0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0838.degrees latitude (g = 980.6199 gals.).
 FE0838
 FE0838.The modeled gravity was interpolated from observed gravity values.
 FE0838
 FE0838;                    North         East     Units Scale Factor Converg.
 FE0838;SPC TN       -   142,035.784   315,887.563   MT  0.99995876   -1 50 07.1
 FE0838;SPC TN       -   465,995.73  1,036,374.45   sFT  0.99995876   -1 50 07.1
 FE0838;UTM  16      - 3,938,632.023   306,537.857   MT  1.00006124   -1 14 32.4
 FE0838
 FE0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0838!SPC TN       -   0.99998386  x   0.99995876  =   0.99994262
 FE0838!UTM  16      -   0.99998386  x   1.00006124  =   1.00004510
 FE0838
 FE0838|---------------------------------------------------------------------|
 FE0838| PID    Reference Object                     Distance      Geod. Az  |
 FE0838|                                                           dddmmss.s |
 FE0838| FE0839 CARTER RM 1                          20.442 METERS 16528     |
 FE0838| FE0837 CARTER RM 2                          48.277 METERS 24917     |
 FE0838| FE0836 CARTER AZ MK                                       3480607.8 |
 FE0838|---------------------------------------------------------------------|
 FE0838
 FE0838                          SUPERSEDED SURVEY CONTROL
 FE0838
 FE0838  NAD 83(1995)-  35 34 21.02365(N)    089 08 05.68281(W) AD(       ) 2
 FE0838  NAD 83(1986)-  35 34 21.02973(N)    089 08 05.68062(W) AD(       ) 2
 FE0838  NAD 27      -  35 34 20.75180(N)    089 08 05.44160(W) AD(       ) 2
 FE0838  NGVD 29 (??/??/??)  130.867  (m)          429.35   (f) ADJUSTED    2 0
 FE0838
 FE0838.Superseded values are not recommended for survey control.
 FE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0838.See file dsdata.txt to determine how the superseded data were derived.
 FE0838
 FE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0653838632(NAD 83)
 FE0838_MARKER: DS = TRIANGULATION STATION DISK
 FE0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0838_STAMPING: CARTER 1959
 FE0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0838
 FE0838  HISTORY     - Date     Condition        Report By
 FE0838  HISTORY     - 1959     MONUMENTED       CGS
 FE0838  HISTORY     - 1959     GOOD             CGS
 FE0838
 FE0838                          STATION DESCRIPTION
 FE0838
 FE0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0838'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF BROWNSVILLE
 FE0838'AND 2 MILES SOUTHWEST OF UNION ON THE HIGHEST POINT OF A
 FE0838'CULTIVATED FIELD, 172 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 68
 FE0838'FEET NORTH OF AN EAST-WEST FENCE LINE AND 3 FEET
 FE0838'WEST-SOUTHWEST OF A WITNESS POST. THE MARK IS SET 3 INCHES BELOW THE
 FE0838'SURFACE OF THE GROUND AND IS STAMPED CARTER 1959.
 FE0838'
 FE0838'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE. IT IS A FLUSH MARK
 FE0838'AND IS STAMPED CARTER NO 1 1959.
 FE0838'
 FE0838'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION, 77 FEET
 FE0838'NORTH-NORTHWEST OF AN EAST-WEST FENCE LINE AND 13 FEET EAST
 FE0838'OF A NORTH-SOUTH FENCE LINE. IT IS A FLUSH MARK AND IS STAMPED CARTER
 FE0838'NO 2 1959.
 FE0838'
 FE0838'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FE0838'165.3 FEET.
 FE0838'
 FE0838'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF A DRIVEWAY, 18 FEET
 FE0838'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF A
 FE0838'WITNESS POST AND 1 FOOT SOUTH OF A FENCE. THE MARK PROJECTS 2 INCHES
 FE0838'AND IS STAMPED CARTER 1959.
 FE0838'
 FE0838'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 FE0838'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 FOR 8.0 MILES TO THE
 FE0838'MAIN CROSSROAD IN A SMALL SETTLEMENT NAMED UNION. TURN RIGHT ON THE
 FE0838'CROSSROAD AND GO 0.65 MILE TO A GRAVELED T ROAD RIGHT, TURN
 FE0838'RIGHT ON THE GRAVELED ROAD AND FOLLOW IT FOR 0.9 MILE TO A DRIVEWAY
 FE0838'TO A FARM HOUSE ON THE LEFT JUST BEFORE REACHING THE CREST
 FE0838'OF A SMALL HILL AND THE AZIMUTH ON THE LEFT AS DESCRIBED. TURN
 FE0838'LEFT INTO THE DRIVEWAY, BEARING TO THE LEFT AROUND THE EAST SIDE OF
 FE0838'THE HOUSE, THEN GO NEARLY STRAIGHT SOUTH, PASSING THROUGH
 FE0838'SEVERAL GATES AND FOLLOWING ALONG THE EAST SIDE OF A NORTH-SOUTH
 FE0838'FENCE LINE FOR ABOUT 0.25 MILE TO THE HIGHEST POINT OF THE
 FE0838'CULTIVATED FIELD AND THE STATION AS DESCRIBED.
 FE0838'
 FE0838'THIS IS A PACK STATION IN WET WEATHER AS THE OWNERS DO NOT WANT ANY
 FE0838'RUTS CUT IN THE YARDS OR FIELDS.
 FE0838'
 FE0838'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 FE0838'
 FE0838'HEIGHT OF LIGHT ABOVE STATION MARK 87 METERS.
 FE0838
 FE0838                          STATION RECOVERY (1959)
 FE0838
 FE0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0838'13.3 MI SE FROM BROWNSVILLE.
 FE0838'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0838'HAYWOOD COUNTY, THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76,
 FE0838'THENCE 1.9 MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH
 FE0838'ON A PAVED ROAD, THENCE 1.7 MILES NORTHEAST ACROSS COUNTRY TO A
 FE0838'Y-JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0838'DRIVE, THENCE 0.5 MILE NORTH, THENCE 0.5 MILE NORTHEAST ACROSS
 FE0838'COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE DIRT ROAD
 FE0838'TO A Y-JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVELED ROAD,
 FE0838'THENCE 0.9 MILE EAST ON A GRAVELED ROAD TO A FARM DRIVEWAY
 FE0838'LEADING SOUTH, THENCE 0.25 MILE SOUTH TO THE HIGHEST POINT OF
 FE0838'A FIELD, 172 FEET EAST OF A NORTH-SOUTH FENCE LINE, 68 FEET NORTH
 FE0838'OF AN EAST-WEST FENCE LINE, 3 FEET WEST-SOUTHWEST OF A WITNESS
 FE0838'POST.  THE MARK IS SET 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0791 ***********************************************************************
 FD0791  DESIGNATION -  CARTER
 FD0791  PID         -  FD0791
 FD0791  STATE/COUNTY-  TN/MAURY
 FD0791  USGS QUAD   -  GODWIN (1988)
 FD0791
 FD0791                         *CURRENT SURVEY CONTROL
 FD0791  ___________________________________________________________________
 FD0791* NAD 83(1995)-  35 39 29.76931(N)    087 00 27.63454(W)     ADJUSTED  
 FD0791* NAVD 88     -       232.003  (meters)     761.16   (feet)  ADJUSTED  
 FD0791  ___________________________________________________________________
 FD0791  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FD0791  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0791  DYNAMIC HT  -         231.799 (meters)     760.49  (feet)  COMP
 FD0791  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FD0791
 FD0791  HORZ ORDER  -  SECOND
 FD0791  VERT ORDER  -  FIRST     CLASS II
 FD0791
 FD0791.The horizontal coordinates were established by classical geodetic methods
 FD0791.and adjusted by the National Geodetic Survey in April 1999..
 FD0791
 FD0791.The orthometric height was determined by differential leveling
 FD0791.and adjusted by the National Geodetic Survey in June 1991..
 FD0791.WARNING-Repeat measurements at this control monument indicate possible
 FD0791.vertical movement.
 FD0791
 FD0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0791
 FD0791.The geoid height was determined by GEOID03.
 FD0791
 FD0791.The dynamic height is computed by dividing the NAVD 88
 FD0791.geopotential number by the normal gravity value computed on the
 FD0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0791.degrees latitude (g = 980.6199 gals.).
 FD0791
 FD0791.The modeled gravity was interpolated from observed gravity values.
 FD0791
 FD0791;                    North         East     Units Scale Factor Converg.
 FD0791;SPC TN       -   147,470.045   508,759.728   MT  0.99995308   -0 35 23.8
 FD0791;SPC TN       -   483,824.64  1,669,155.87   sFT  0.99995308   -0 35 23.8
 FD0791;UTM  16      - 3,946,046.626   499,305.184   MT  0.99960001   -0 00 16.1
 FD0791
 FD0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0791!SPC TN       -   0.99996798  x   0.99995308  =   0.99992107
 FD0791!UTM  16      -   0.99996798  x   0.99960001  =   0.99956801
 FD0791
 FD0791|---------------------------------------------------------------------|
 FD0791| PID    Reference Object                     Distance      Geod. Az  |
 FD0791|                                                           dddmmss.s |
 FD0791| CG5046 CARTER RM 1                          21.150 METERS 14006     |
 FD0791| CG5047 CARTER RM 2                          15.042 METERS 19002     |
 FD0791| CG5045 CARTER AZ MK                                       2045411.2 |
 FD0791|---------------------------------------------------------------------|
 FD0791
 FD0791                          SUPERSEDED SURVEY CONTROL
 FD0791
 FD0791  NAD 83(1995)-  35 39 29.77202(N)    087 00 27.63636(W) AD(       ) 2
 FD0791  NAD 83(1986)-  35 39 29.78042(N)    087 00 27.63628(W) AD(       ) 2
 FD0791  NAD 27      -  35 39 29.52610(N)    087 00 27.62050(W) AD(       ) 2
 FD0791  NGVD 29 (??/??/92)  231.998  (m)          761.15   (f) ADJ UNCH    1 2
 FD0791
 FD0791.Superseded values are not recommended for survey control.
 FD0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0791.See file dsdata.txt to determine how the superseded data were derived.
 FD0791
 FD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9930546047(NAD 83)
 FD0791_MARKER: DD = SURVEY DISK
 FD0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0791_STAMPING: CARTER 1962
 FD0791_MARK LOGO: TNHD  
 FD0791_PROJECTION: FLUSH
 FD0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0791+STABILITY: SURFACE MOTION
 FD0791
 FD0791  HISTORY     - Date     Condition        Report By
 FD0791  HISTORY     - 1962     MONUMENTED       TNHD
 FD0791  HISTORY     - 1963     GOOD             TNHD
 FD0791  HISTORY     - 1984     GOOD             NGS
 FD0791
 FD0791                          STATION DESCRIPTION
 FD0791
 FD0791'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0791'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF COLUMBIA AND AT
 FD0791'THE TOP OF A 25 FOOT CUT ON
 FD0791'THE RIGHT SIDE OF U S HIGHWAY 31.
 FD0791'
 FD0791'TO REACH THE STATION FROM THE NORTH END OF THE DUCK RIVER BRIDGE ON U
 FD0791'S HIGHWAY 31, JUST
 FD0791'NORTH OF COLUMBIA, GO NORTHEASTERLY ON U S HIGHWAY
 FD0791'31 FOR 2.6 MILES TO THE AZIMUTH
 FD0791'MARK ON THE LEFT, CONTINUE FOR 0.3
 FD0791'MILE TO A DRIVE-WAY ON THE RIGHT, TURN RIGHT AND
 FD0791'FOLLOW THE DRIVE FOR
 FD0791'0.1 MILE TO THE STATION.
 FD0791'
 FD0791'THE STATION IS 32 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHEAST OF A
 FD0791'TELEPHONE POLE AND 1.6 FEET
 FD0791'WEST OF A WITNESS POST SET IN A FENCE LINE.  THE
 FD0791'SURFACE AND UNDERGROUND MARKS ARE
 FD0791'STANDARD TENNESSEE HIGHWAY
 FD0791'DEPARTMENT DISKS AND ARE STAMPED CARTER 1962.  THE
 FD0791'UNDERGROUND MARK
 FD0791'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0791'10-INCH SQUARE,
 FD0791'FLUSH, CONCRETE MONUMENT.
 FD0791'
 FD0791'REFERENCE MARK NO 1 IS 68 FEET NORTH OF THE NORTHWEST CORNER OF A
 FD0791'BLOCK HOUSE, 58 FEET EAST
 FD0791'OF A FENCE CORNER AND IS SET IN AN EAST-WEST FENCE LINE.
 FD0791'IT IS A STANDARD TENNESSEE
 FD0791'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0791'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0791'IS STAMPED CARTER RM-1
 FD0791'1962.
 FD0791'
 FD0791'REFERENCE MARK NO 2 IS 18 FEET SOUTHEAST OF A FENCE CORNER AND 16
 FD0791'FEET EAST OF THE TOP OF
 FD0791'A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0791'DEPARTMENT DISK SET IN A 10-INCH
 FD0791'SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0791'THE DISK IS STAMPED CARTER RM-2 1962.
 FD0791'
 FD0791'THE AZIMUTH MARK IS 80 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD0791'COLUMBIA ROCK PRODUCTS
 FD0791'ROAD, 43 FEET NORTHEAST OF POWER POLE NO 70, 28 FEET WEST OF
 FD0791'THE APPROXIMATE CENTER OF
 FD0791'THE SOUTH BOUND LANE OF U S HIGHWAY 31 AND
 FD0791'1.4 FEET SOUTH OF A WITNESS POST.  IT IS A
 FD0791'STANDARD TENNESSEE HIGHWAY
 FD0791'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE NORTH END
 FD0791'OF A CONCRETE
 FD0791'CULVERT ABUTMENT AND THE DISK IS STAMPED CARTER AZI 1962.
 FD0791'
 FD0791'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0791'
 FD0791'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 FD0791
 FD0791                          STATION RECOVERY (1963)
 FD0791
 FD0791'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0791'2.8 MI NE FROM COLUMBIA.
 FD0791'FROM THE NORTH END OF THE DUCK RIVER BRIDGE ON U.S. HIGHWAY 31,
 FD0791'GO NORTHEASTERLY FOR 2.9 MILES TO THE MARK ON THE RIGHT.  THE
 FD0791'MARK IS 32 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHEAST OF A
 FD0791'TELEPHONE POLE AND 1.6 FEET WEST OF A WITNESS POST SET IN A FENCE
 FD0791'LINE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0791
 FD0791                          STATION RECOVERY (1984)
 FD0791
 FD0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0791'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM
 FD0791'(2.4 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF U.S. HIGHWAY
 FD0791'43 IN COLUMBIA, THENCE 0.2 KM (0.1 MI) EAST ALONG A DIRT ROAD TO THE
 FD0791'MARK, 14.56 METERS (47.8 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD0791'A HOUSE TRAILER, 9.54 METERS (31.3 FT) NORTH OF A CONCRETE RIGHT OF
 FD0791'WAY MARKER, AND 2.19 METERS (7.2 FT) NORTHEAST OF A POWERLINE POLE.
 FD0791'THE MARK IS 0.51 METERS  W FROM A WITNESS POST.
 FD0791'THE MARK IS 6.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3507 ***********************************************************************
 GA3507  DESIGNATION -  CARTER
 GA3507  PID         -  GA3507
 GA3507  STATE/COUNTY-  TN/HAMBLEN
 GA3507  USGS QUAD   -  SPRINGVALE (1980)
 GA3507
 GA3507                         *CURRENT SURVEY CONTROL
 GA3507  ___________________________________________________________________
 GA3507* NAD 83(1995)-  36 11 14.71580(N)    083 11 33.81028(W)     ADJUSTED  
 GA3507* NAVD 88     -       373.5    (meters)    1225.     (feet)  VERTCON   
 GA3507  ___________________________________________________________________
 GA3507  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GA3507  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA3507
 GA3507  HORZ ORDER  -  SECOND
 GA3507
 GA3507.The horizontal coordinates were established by classical geodetic methods
 GA3507.and adjusted by the National Geodetic Survey in April 1999..
 GA3507
 GA3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3507
 GA3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3507
 GA3507.The geoid height was determined by GEOID03.
 GA3507
 GA3507;                    North         East     Units Scale Factor Converg.
 GA3507;SPC TN       -   209,332.200   852,471.126   MT  0.99996736   +1 38 36.6
 GA3507;SPC TN       -   686,784.06  2,796,815.69   sFT  0.99996736   +1 38 36.6
 GA3507;UTM  17      - 4,006,964.771   302,828.872   MT  1.00007903   -1 17 42.2
 GA3507
 GA3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3507!SPC TN       -   0.99994628  x   0.99996736  =   0.99991365
 GA3507!UTM  17      -   0.99994628  x   1.00007903  =   1.00002531
 GA3507
 GA3507:                Primary Azimuth Mark                     Grid Az
 GA3507:SPC TN       -  AIRWAY BEACON 20                         013 54 24.6
 GA3507:UTM  17      -  AIRWAY BEACON 20                         016 50 43.4
 GA3507
 GA3507|---------------------------------------------------------------------|
 GA3507| PID    Reference Object                     Distance      Geod. Az  |
 GA3507|                                                           dddmmss.s |
 GA3507| GA3506 AIRWAY BEACON 20                    APPROX. 6.5 KM 0153301.2 |
 GA3507| DB8958 CARTER RM 1                          22.734 METERS 07712     |
 GA3507| GA2076 RED                                 APPROX. 6.5 KM 0800927.7 |
 GA3507| GA3508 LOWLAND STAUFFER SMOKE STACK        APPROX. 3.8 KM 2144549.1 |
 GA3507| DB8957 CARTER AZ MK                                       2494455.4 |
 GA3507| DB8959 CARTER RM 2                          22.091 METERS 31128     |
 GA3507|---------------------------------------------------------------------|
 GA3507
 GA3507                          SUPERSEDED SURVEY CONTROL
 GA3507
 GA3507  NAD 83(1995)-  36 11 14.72040(N)    083 11 33.81431(W) AD(       ) 2
 GA3507  NAD 83(1995)-  36 11 14.72619(N)    083 11 33.81687(W) AD(       ) 2
 GA3507  NAD 83(1995)-  36 11 14.72182(N)    083 11 33.81423(W) AD(       ) 2
 GA3507  NAD 83(1986)-  36 11 14.72524(N)    083 11 33.81423(W) AD(       ) 2
 GA3507  NAD 27      -  36 11 14.38210(N)    083 11 34.22000(W) AD(       ) 2
 GA3507  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 GA3507
 GA3507.Superseded values are not recommended for survey control.
 GA3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3507.See file dsdata.txt to determine how the superseded data were derived.
 GA3507
 GA3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0282906965(NAD 83)
 GA3507_MARKER: DE = TRAVERSE STATION DISK
 GA3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3507
 GA3507  HISTORY     - Date     Condition        Report By
 GA3507  HISTORY     - 1961     MONUMENTED       CGS
 GA3507  HISTORY     - 1980     GOOD             NGS
 GA3507
 GA3507                          STATION DESCRIPTION
 GA3507
 GA3507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3507'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MORRISTOWN, ABOUT 2
 GA3507'MILES NORTHEAST OF
 GA3507'LOWLAND AND ON THE PROPERTY OF C.  M.  CARTER.
 GA3507'
 GA3507'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3507'HIGHWAY 160, JUST SOUTH OF
 GA3507'MORRISTOWN, GO LEFT ON STATE HIGHWAY 160 FOR 0.45
 GA3507'MILE TO A SIDE ROAD ON THE LEFT, 5
 GA3507'CHURCH SIGNS ON THE LEFT, TURN
 GA3507'LEFT AND GO 4.1 MILES TO A CROSSROAD IN SPRINGVALE,
 GA3507'CONTINUE STRAIGHT
 GA3507'AHEAD FOR 1.0 MILE TO A LOCKED GATE ON THE LEFT AND THE AZIMUTH MARK,
 GA3507'TURN LEFT THROUGH
 GA3507'THE GATE AND GO 0.1 MILE, KEEPING TO THE RIGHT OF
 GA3507'THE TIMBER TO THE TOP OF THE HILL
 GA3507'AND THE STATION.
 GA3507'
 GA3507'THE STATION IS 2.5 FEET SOUTH OF A WITNESS POST AND IS LOCATED ON THE
 GA3507'HIGHEST POINT OF THE HILL.
 GA3507'IT IS A STANDARD TRAVERSE DISK, PROJECTING 3
 GA3507'INCHES, AND IS STAMPED CARTER 1961.
 GA3507'
 GA3507'REFERENCE MARK NO. 1 IS 74 FEET EAST OF THE WITNESS POST AND ON THE
 GA3507'EASTERN SLOPE OF THE
 GA3507'HILL.  IT IS A STANDARD DISK, PROJECTING 4 INCHES, AND
 GA3507'IS STAMPED CARTER NO 1 1961.
 GA3507'
 GA3507'REFERENCE MARK NO. 2 IS 72 FEET NORTHWEST OF THE WITNESS POST AND IS
 GA3507'ON THE NORTHWEST SLOPE
 GA3507'OF THE HILL.  IT IS A STANDARD DISK, PROJECTING 6
 GA3507'INCHES, AND IS STAMPED CARTER NO 2
 GA3507'1961.
 GA3507'
 GA3507'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 9
 GA3507'FEET SOUTH OF A SOUTH GATE
 GA3507'POST, 1.9 FEET NORTH OF A WITNESS POST AND 1 FOOT
 GA3507'EAST OF A FENCE LINE.  IT IS A
 GA3507'STANDARD DISK, PROJECTING 4 INCHES,
 GA3507'AND IS STAMPED CARTER 1961.
 GA3507'
 GA3507'HEIGHT OF LIGHT ABOVE STATION MARK 26.04 METERS.
 GA3507
 GA3507                          STATION RECOVERY (1980)
 GA3507
 GA3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3507'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GA3507'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA3507'
 GA3507'2 IRON PINS WERE DRIVEN ALONG SIDE EACH MARK AND A METAL WITNESS
 GA3507'POST WAS SET 1 FOOT EAST OF THE STATION MARK.  THE AZIMUTH MARK IS
 GA3507'0.2 MILE NORTH ALONG PAVED ROAD FROM INTERSTATE HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1498 ***********************************************************************
 FD1498  DESIGNATION -  CARTER
 FD1498  PID         -  FD1498
 FD1498  STATE/COUNTY-  TN/WILLIAMSON
 FD1498  USGS QUAD   -  LEIPERS FORK (1981)
 FD1498
 FD1498                         *CURRENT SURVEY CONTROL
 FD1498  ___________________________________________________________________
 FD1498* NAD 83(1995)-  35 53 50.67445(N)    086 53 38.13309(W)     ADJUSTED  
 FD1498* NAVD 88     -       316.0    (meters)    1037.     (feet)  VERTCON   
 FD1498  ___________________________________________________________________
 FD1498  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FD1498  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1498
 FD1498  HORZ ORDER  -  FIRST
 FD1498
 FD1498.The horizontal coordinates were established by classical geodetic methods
 FD1498.and adjusted by the National Geodetic Survey in April 1999..
 FD1498
 FD1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1498
 FD1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1498
 FD1498.The geoid height was determined by GEOID03.
 FD1498
 FD1498;                    North         East     Units Scale Factor Converg.
 FD1498;SPC TN       -   173,901.326   519,301.323   MT  0.99994901   -0 31 24.0
 FD1498;SPC TN       -   570,541.27  1,703,741.09   sFT  0.99994901   -0 31 24.0
 FD1498;UTM  16      - 3,972,574.968   509,572.579   MT  0.99960113   +0 03 43.9
 FD1498
 FD1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1498!SPC TN       -   0.99995489  x   0.99994901  =   0.99990391
 FD1498!UTM  16      -   0.99995489  x   0.99960113  =   0.99955604
 FD1498
 FD1498:                Primary Azimuth Mark                     Grid Az
 FD1498:SPC TN       -  AIRWAY BEACON 63                         007 24 01.9
 FD1498:UTM  16      -  AIRWAY BEACON 63                         006 48 54.0
 FD1498
 FD1498|---------------------------------------------------------------------|
 FD1498| PID    Reference Object                     Distance      Geod. Az  |
 FD1498|                                                           dddmmss.s |
 FD1498| GC2294 AIRWAY BEACON 63                    APPROX.18.2 KM 0065237.9 |
 FD1498| FD1489 FRANKLIN MUNICIPAL TANK             APPROX. 3.7 KM 0364600.0 |
 FD1498| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.14.5 KM 0394344.8 |
 FD1498| CG5042 CARTER AZ MK                                       0841631.0 |
 FD1498| CG5043 CARTER RM 1                          18.724 METERS 21019     |
 FD1498| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.33.9 KM 2771828.7 |
 FD1498| CG5044 CARTER RM 2                          20.041 METERS 33517     |
 FD1498|---------------------------------------------------------------------|
 FD1498
 FD1498                          SUPERSEDED SURVEY CONTROL
 FD1498
 FD1498  NAD 83(1995)-  35 53 50.67674(N)    086 53 38.13511(W) AD(       ) 1
 FD1498  NAD 83(1986)-  35 53 50.68530(N)    086 53 38.13604(W) AD(       ) 1
 FD1498  NAD 27      -  35 53 50.45000(N)    086 53 38.13000(W) AD(       ) 1
 FD1498  NGVD 29 (07/19/86)  316.0    (m)         1037.     (f) VERT ANG       
 FD1498
 FD1498.Superseded values are not recommended for survey control.
 FD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1498.See file dsdata.txt to determine how the superseded data were derived.
 FD1498
 FD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0957372575(NAD 83)
 FD1498_MARKER: DS = TRIANGULATION STATION DISK
 FD1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1498
 FD1498  HISTORY     - Date     Condition        Report By
 FD1498  HISTORY     - 1933     MONUMENTED       CGS
 FD1498  HISTORY     - 1960     GOOD             CGS
 FD1498  HISTORY     - 1963     GOOD             CGS
 FD1498
 FD1498                          STATION DESCRIPTION
 FD1498
 FD1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1498'ABOUT 6 MILES EAST OF HILLSBORO, 2.5 MILES SOUTHWEST OF FRANKLIN, 1.0
 FD1498'MILE WEST OF DIXIE
 FD1498'HIGHWAY (U S ROUTE 31), ON HIGHEST PART OF HIGH RIDGE
 FD1498'COVERED WITH BRUSH AND SMALL CEDAR
 FD1498'TREES, AND ON LAND OWNED BY ELLA
 FD1498'CARTER OF NASHVILLE.  TO REACH FROM SQUARE IN
 FD1498'FRANKLIN, GO SOUTH 2.0
 FD1498'MILES ON U S ROUTE 31 TO NARROW LANE TO RIGHT OPPOSITE LARGE
 FD1498'GRAY HOUSE ON
 FD1498'EAST SIDE OF ROAD, TURN RIGHT ONTO LANE, GO WEST 0.55 MILE
 FD1498'TO END OF LANE AT SMALL
 FD1498'HOUSE, FOLLOW TRAIL UP SLOPING RIDGE TO WEST
 FD1498'ABOUT 0.5 MILE TO TOP, TURN LEFT AND
 FD1498'PROCEED SOUTHWARD ALONG RIDGE
 FD1498'ABOUT 0.25 MILE TO STATION SITE ON U-SHAPED RIDGE AT
 FD1498'ITS SOUTH ANGLE.
 FD1498'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1498'SURFACE MARK PROJECTS 5 INCHES ABOVE GROUND.
 FD1498'REFERENCE AND AZIMUTH MARKS ARE
 FD1498'STANDARD REFERENCE DISKS IN CONCRETE.
 FD1498'REFERENCE MARK NO 1, PROJECTING 6
 FD1498'INCHES ABOVE GROUND, IS
 FD1498'ON SOUTHWEST SLOPE OF HILL, 30 FEET NORTHEAST OF 60-INCH
 FD1498'WHITE-OAK TREE
 FD1498'ON SLOPE OF HILL, 25 FEET SOUTHEAST OF GROUP OF 8-INCH ELM
 FD1498'TREES, AND ABOUT 6 FEET
 FD1498'LOWER THAN AND 61.43 FEET FROM STATION.
 FD1498'REFERENCE MARK NO
 FD1498'2, PROJECTING 5 INCHES
 FD1498'ABOVE GROUND, IS ON CREST OF RIDGE AND ABOUT 2 FEET LOWER
 FD1498'THAN AND 65.75
 FD1498'FEET FROM STATION.  AZIMUTH MARK,
 FD1498'PROJECTING 5 INCHES
 FD1498'ABOVE GROUND, IS ON RIGHT OF WAY OF U S ROUTE 31,
 FD1498'34 FEET EAST OF CENTER LINE OF
 FD1498'PAVEMENT, 1 FOOT WEST OF RIGHT-OF-WAY
 FD1498'FENCE, 1 FOOT SOUTH OF FENCE CORNER, ABOUT 150
 FD1498'FEET NORTH OF LARGE
 FD1498'GRAY HOUSE ON EAST SIDE OF ROAD, AND ABOUT 1.0 MILE FROM STATION.
 FD1498'AZIMUTH FROM STATION TO FRANKLIN,
 FD1498'MUNICIPAL WATER TANK, (VISIBLE
 FD1498'FROM GROUND THROUGH TREES IN WINTER)
 FD1498'IS N 36 DEG 47 MIN E.
 FD1498
 FD1498                          STATION RECOVERY (1960)
 FD1498
 FD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1498'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE
 FD1498'AZIMUTH MARK WERE
 FD1498'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 FD1498'AND COMPLETE DESCRIPTION.
 FD1498'
 FD1498'THE STATION IS LOCATED ABOUT 6 MILES EAST OF HILLSBORO, 2.5 MILES
 FD1498'SOUTHWEST OF FRANKLIN, 1
 FD1498'MILE WEST OF U S HIGHWAY 31 AND ON A HIGH RIDGE COVERED
 FD1498'WITH BRUSH AND TREES.
 FD1498'
 FD1498'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO SOUTH ON
 FD1498'U S HIGHWAY 31 FOR 1.9
 FD1498'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FD1498'0.05 MILE TO A SIDE ROAD RIGHT, TURN
 FD1498'RIGHT, WEST, FOR 0.55 MILE TO A
 FD1498'HOUSE AND END OF TRUCK TRAVEL.  PACK WEST UP SLOPING
 FD1498'RIDGE ABOUT 0.5
 FD1498'MILE TO THE TOP, THEN LEFT, SOUTH, ALONG RIDGE ABOUT 0.25 MILE TO
 FD1498'STATION.
 FD1498'
 FD1498'THE STATION MARK IS STAMPED CARTER 1933 AND PROJECTS 4 INCHES.  IT IS
 FD1498'22 FEET WEST OF A
 FD1498'TRIANGULAR BLAZED TREE AND 2 FEET NORTH OF A WITNESS SIGN.
 FD1498'
 FD1498'REFERENCE MARK NO 1 IS STAMPED CARTER NO 1 1933 AND PROJECTS 6
 FD1498'INCHES.  IT IS 25 FEET
 FD1498'SOUTHEAST OF A GROUP OF 10-INCH ELM TREES, 6 FEET LOWER THAN
 FD1498'THE STATION MARK, ON THE
 FD1498'SOUTHWEST SLOPE OF RIDGE AND 3 FEET NORTH OF
 FD1498'A 10-INCH ELM TREE.
 FD1498'
 FD1498'REFERENCE MARK NO 2 IS STAMPED CARTER NO 2 1933 AND PROJECTS 6
 FD1498'INCHES.  IT IS 2 FEET
 FD1498'LOWER THAN THE STATION MARK AND SET IN THE CENTER OF THE
 FD1498'RIDGE.
 FD1498'
 FD1498'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED CARTER AZIMUTH
 FD1498'1933.  THE DISK IS CEMENTED
 FD1498'IN A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 FD1498'INCHES.  IT IS 34 FEET EAST OF THE
 FD1498'CENTER OF U S HIGHWAY 31, 6 FEET
 FD1498'SOUTHEAST OF A TELEPHONE POLE, 5 FEET SOUTH OF A
 FD1498'FENCE CORNER POST
 FD1498'AND 6 INCHES WEST OF A BOARD FENCE.
 FD1498'
 FD1498'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FD1498
 FD1498                          STATION RECOVERY (1963)
 FD1498
 FD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD1498'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD1498'GOOD CONDITION.  THE STATION TO REACH AS GIVEN IN THE 1960 RECOVERY
 FD1498'NOTE IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0836 ***********************************************************************
 FE0836  DESIGNATION -  CARTER AZ MK
 FE0836  PID         -  FE0836
 FE0836  STATE/COUNTY-  TN/HAYWOOD
 FE0836  USGS QUAD   -  SUNNYHILL (1983)
 FE0836
 FE0836                         *CURRENT SURVEY CONTROL
 FE0836  ___________________________________________________________________
 FE0836* NAD 83(1986)-  35 34 33.     (N)    089 08 08.     (W)     SCALED    
 FE0836* NAVD 88     -       128.856  (meters)     422.76   (feet)  ADJUSTED  
 FE0836  ___________________________________________________________________
 FE0836  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0836  DYNAMIC HT  -         128.741 (meters)     422.38  (feet)  COMP
 FE0836  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FE0836
 FE0836  VERT ORDER  -  SECOND    CLASS 0
 FE0836
 FE0836.The horizontal coordinates were scaled from a topographic map and have
 FE0836.an estimated accuracy of +/- 6 seconds.
 FE0836
 FE0836.The orthometric height was determined by differential leveling
 FE0836.and adjusted by the National Geodetic Survey in June 1991..
 FE0836
 FE0836.The geoid height was determined by GEOID03.
 FE0836
 FE0836.The dynamic height is computed by dividing the NAVD 88
 FE0836.geopotential number by the normal gravity value computed on the
 FE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0836.degrees latitude (g = 980.6199 gals.).
 FE0836
 FE0836.The modeled gravity was interpolated from observed gravity values.
 FE0836
 FE0836;                    North         East    Units  Estimated Accuracy
 FE0836;SPC TN       -   142,410.      315,840.      MT  (+/- 180 meters Scaled)
 FE0836
 FE0836                          SUPERSEDED SURVEY CONTROL
 FE0836
 FE0836  NGVD 29 (??/??/??)  128.870  (m)          422.80   (f) ADJUSTED    2 0
 FE0836
 FE0836.Superseded values are not recommended for survey control.
 FE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0836.See file dsdata.txt to determine how the superseded data were derived.
 FE0836
 FE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE064390(NAD 83)
 FE0836_MARKER: DZ = AZIMUTH MARK DISK
 FE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0836_STAMPING: CARTER 1959
 FE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0836+STABILITY: SURFACE MOTION
 FE0836
 FE0836  HISTORY     - Date     Condition        Report By
 FE0836  HISTORY     - 1959     MONUMENTED       CGS
 FE0836  HISTORY     - 1959     GOOD             CGS
 FE0836  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0836
 FE0836                          STATION DESCRIPTION
 FE0836
 FE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0836'13 MI SE FROM BROWNSVILLE.
 FE0836'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0836'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0836'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0836'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0836'JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0836'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST
 FE0836'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE
 FE0836'DIRT ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVELED
 FE0836'ROAD, THENCE 0.9 MILE EAST ON A GRAVELED ROAD, 114 FT. NORTH OF A
 FE0836'POWER LINE POLE, 61 FT. EAST OF THE CENTER OF A PRIVATE DRIVEWAY
 FE0836'ENTRANCE, 19 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.9
 FE0836'FT. EAST OF A WITNESS POST, A C AND GS AZIMUTH DISK SET IN TOP
 FE0836'OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT 2 FT. ABOVE THE
 FE0836'LEVEL OF THE ROAD.
 FE0836
 FE0836                          STATION RECOVERY (2002)
 FE0836
 FE0836'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0789 ***********************************************************************
 FD0789  DESIGNATION -  CARTER AZ MK
 FD0789  PID         -  FD0789
 FD0789  STATE/COUNTY-  TN/MAURY
 FD0789  USGS QUAD   -  GODWIN (1988)
 FD0789
 FD0789                         *CURRENT SURVEY CONTROL
 FD0789  ___________________________________________________________________
 FD0789* NAD 83(1986)-  35 39 11.     (N)    087 00 39.     (W)     SCALED    
 FD0789* NAVD 88     -       216.164  (meters)     709.20   (feet)  ADJUSTED  
 FD0789  ___________________________________________________________________
 FD0789  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD0789  DYNAMIC HT  -         215.974 (meters)     708.57  (feet)  COMP
 FD0789  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FD0789
 FD0789  VERT ORDER  -  FIRST     CLASS II
 FD0789
 FD0789.The horizontal coordinates were scaled from a topographic map and have
 FD0789.an estimated accuracy of +/- 6 seconds.
 FD0789
 FD0789.The orthometric height was determined by differential leveling
 FD0789.and adjusted by the National Geodetic Survey in June 1991..
 FD0789
 FD0789.The geoid height was determined by GEOID03.
 FD0789
 FD0789.The dynamic height is computed by dividing the NAVD 88
 FD0789.geopotential number by the normal gravity value computed on the
 FD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0789.degrees latitude (g = 980.6199 gals.).
 FD0789
 FD0789.The modeled gravity was interpolated from observed gravity values.
 FD0789
 FD0789;                    North         East    Units  Estimated Accuracy
 FD0789;SPC TN       -   146,900.      508,470.      MT  (+/- 180 meters Scaled)
 FD0789
 FD0789                          SUPERSEDED SURVEY CONTROL
 FD0789
 FD0789  NGVD 29 (??/??/92)  216.141  (m)          709.12   (f) ADJ UNCH    1 2
 FD0789
 FD0789.Superseded values are not recommended for survey control.
 FD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0789.See file dsdata.txt to determine how the superseded data were derived.
 FD0789
 FD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE990454(NAD 83)
 FD0789_MARKER: DD = SURVEY DISK
 FD0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0789_STAMPING: CARTER AZI 1962
 FD0789_MARK LOGO: TNHD  
 FD0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0789+STABILITY: SURFACE MOTION
 FD0789
 FD0789  HISTORY     - Date     Condition        Report By
 FD0789  HISTORY     - 1962     MONUMENTED       TNHD
 FD0789  HISTORY     - 1963     GOOD             TNHD
 FD0789  HISTORY     - 1984     GOOD             NGS
 FD0789
 FD0789                          STATION DESCRIPTION
 FD0789
 FD0789'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0789'2.5 MI NE FROM COLUMBIA.
 FD0789'FROM THE NORTH END OF THE DUCK RIVER BRIDGE ON U.S. HIGHWAY 31,
 FD0789'GO NORTHEASTERLY FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FD0789'THE MARK IS 80 FEET SOUTH OF THE CENTER LINE OF COLUMBIA ROCK
 FD0789'PRODUCTS ROAD, 43 FEET NORTHEAST OF POWER POLE NO. 70 28 FEET
 FD0789'WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 FD0789'31, AND 1.4 FEET SOUTH OF A WITNESS POST.  IT IS CEMENTED IN A
 FD0789'DRILLED HOLE IN THE NORTH END OF A CONCRETE CULVERT ABUTMENT.
 FD0789
 FD0789                          STATION RECOVERY (1984)
 FD0789
 FD0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0789'RECOVERED IN GOOD CONDITION.  NOTE, THE POWERLINE POLE AND WITNESS
 FD0789'POST HAVE BEEN REMOVED AND A NEW CHURCH (THE FAITH FREEWILL BAPTIST
 FD0789'CHURCH) HAS BEEN BUILT AT THIS LOCATION, ADDITIONAL MEASUREMENTS
 FD0789'FOLLOW, 22.92 METERS (75.2 FT) EAST OF THE NORTHEAST CORNER OF THE
 FD0789'CHURCH, AND 14.51 METERS (47.6 FT) SOUTHEAST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0839 ***********************************************************************
 FE0839  DESIGNATION -  CARTER RM 1
 FE0839  PID         -  FE0839
 FE0839  STATE/COUNTY-  TN/HAYWOOD
 FE0839  USGS QUAD   -  SUNNYHILL (1983)
 FE0839
 FE0839                         *CURRENT SURVEY CONTROL
 FE0839  ___________________________________________________________________
 FE0839* NAD 83(1986)-  35 34 20.     (N)    089 08 05.     (W)     SCALED    
 FE0839* NAVD 88     -       131.281  (meters)     430.71   (feet)  ADJUSTED  
 FE0839  ___________________________________________________________________
 FE0839  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0839  DYNAMIC HT  -         131.165 (meters)     430.33  (feet)  COMP
 FE0839  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0839
 FE0839  VERT ORDER  -  SECOND    CLASS 0
 FE0839
 FE0839.The horizontal coordinates were scaled from a topographic map and have
 FE0839.an estimated accuracy of +/- 6 seconds.
 FE0839
 FE0839.The orthometric height was determined by differential leveling
 FE0839.and adjusted by the National Geodetic Survey in June 1991..
 FE0839
 FE0839.The geoid height was determined by GEOID03.
 FE0839
 FE0839.The dynamic height is computed by dividing the NAVD 88
 FE0839.geopotential number by the normal gravity value computed on the
 FE0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0839.degrees latitude (g = 980.6199 gals.).
 FE0839
 FE0839.The modeled gravity was interpolated from observed gravity values.
 FE0839
 FE0839;                    North         East    Units  Estimated Accuracy
 FE0839;SPC TN       -   142,000.      315,900.      MT  (+/- 180 meters Scaled)
 FE0839
 FE0839                          SUPERSEDED SURVEY CONTROL
 FE0839
 FE0839  NGVD 29 (??/??/??)  131.296  (m)          430.76   (f) ADJUSTED    2 0
 FE0839
 FE0839.Superseded values are not recommended for survey control.
 FE0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0839.See file dsdata.txt to determine how the superseded data were derived.
 FE0839
 FE0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE065386(NAD 83)
 FE0839_MARKER: DR = REFERENCE MARK DISK
 FE0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0839_STAMPING: CARTER NO 1
 FE0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0839+STABILITY: SURFACE MOTION
 FE0839
 FE0839  HISTORY     - Date     Condition        Report By
 FE0839  HISTORY     - 1959     MONUMENTED       CGS
 FE0839  HISTORY     - 1959     GOOD             CGS
 FE0839
 FE0839                          STATION DESCRIPTION
 FE0839
 FE0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0839'13.3 MI SE FROM BROWNSVILLE.
 FE0839'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0839'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0839'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0839'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A
 FE0839'Y JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0839'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST
 FE0839'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE
 FE0839'DIRT ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVELED
 FE0839'ROAD, THENCE 0.9 MILE EAST ON A GRAVELED ROAD TO A FARM DRIVEWAY
 FE0839'LEADING SOUTH, THENCE ABOUT 0.25 MILE SOUTH TO THE HIGHEST
 FE0839'POINT OF A FIELD, 1 FT. WEST OF A FENCE, AND 67 FT. SOUTH-SOUTHEAST
 FE0839'OF THE STATION, A C AND GS REFERENCE DISK SET IN TOP OF A CONCRETE
 FE0839'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0792 ***********************************************************************
 FD0792  DESIGNATION -  CARTER RM 1
 FD0792  PID         -  FD0792
 FD0792  STATE/COUNTY-  TN/MAURY
 FD0792  USGS QUAD   -  GODWIN (1988)
 FD0792
 FD0792                         *CURRENT SURVEY CONTROL
 FD0792  ___________________________________________________________________
 FD0792* NAD 83(1986)-  35 39 30.     (N)    087 00 27.     (W)     SCALED    
 FD0792* NAVD 88     -       233.091  (meters)     764.73   (feet)  ADJUSTED  
 FD0792  ___________________________________________________________________
 FD0792  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0792  DYNAMIC HT  -         232.886 (meters)     764.06  (feet)  COMP
 FD0792  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FD0792
 FD0792  VERT ORDER  -  FIRST     CLASS II
 FD0792
 FD0792.The horizontal coordinates were scaled from a topographic map and have
 FD0792.an estimated accuracy of +/- 6 seconds.
 FD0792
 FD0792.The orthometric height was determined by differential leveling
 FD0792.and adjusted by the National Geodetic Survey in June 1991..
 FD0792
 FD0792.The geoid height was determined by GEOID03.
 FD0792
 FD0792.The dynamic height is computed by dividing the NAVD 88
 FD0792.geopotential number by the normal gravity value computed on the
 FD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0792.degrees latitude (g = 980.6199 gals.).
 FD0792
 FD0792.The modeled gravity was interpolated from observed gravity values.
 FD0792
 FD0792;                    North         East    Units  Estimated Accuracy
 FD0792;SPC TN       -   147,480.      508,780.      MT  (+/- 180 meters Scaled)
 FD0792
 FD0792                          SUPERSEDED SURVEY CONTROL
 FD0792
 FD0792  NGVD 29 (??/??/92)  233.073  (m)          764.67   (f) ADJ UNCH    1 2
 FD0792
 FD0792.Superseded values are not recommended for survey control.
 FD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0792.See file dsdata.txt to determine how the superseded data were derived.
 FD0792
 FD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE993460(NAD 83)
 FD0792_MARKER: DD = SURVEY DISK
 FD0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0792_STAMPING: CARTER RM 1 1962
 FD0792_MARK LOGO: TNHD  
 FD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0792+STABILITY: SURFACE MOTION
 FD0792
 FD0792  HISTORY     - Date     Condition        Report By
 FD0792  HISTORY     - 1962     MONUMENTED       TNHD
 FD0792  HISTORY     - 1963     GOOD             TNHD
 FD0792  HISTORY     - 1984     GOOD             NGS
 FD0792
 FD0792                          STATION DESCRIPTION
 FD0792
 FD0792'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0792'2.8 MI NE FROM COLUMBIA.
 FD0792'THIS MARK IS LOCATED AT THE CARTER 1962 STATION SITE, 68 FEET
 FD0792'NORTH OF THE NORTHWEST CORNER OF A BLOCK HOUSE, 58 FEET EAST
 FD0792'OF A FENCE CORNER AND IS SET IN AN EAST-WEST FENCE LINE.  IT IS
 FD0792'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0792
 FD0792                          STATION RECOVERY (1984)
 FD0792
 FD0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0792'RECOVERED IN GOOD CONDITION.  NOTE, ADD 21.18 METERS (69.5 FT)
 FD0792'EAST-SOUTHEAST OF STATION CARTER AND 14.60 METERS (47.9 FT) SOUTHEAST
 FD0792'OF THE SOUTHWEST CORNER OF A TRAILER HOUSE.
 FD0792'THE MARK IS 6.10 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0837 ***********************************************************************
 FE0837  DESIGNATION -  CARTER RM 2
 FE0837  PID         -  FE0837
 FE0837  STATE/COUNTY-  TN/HAYWOOD
 FE0837  USGS QUAD   -  SUNNYHILL (1983)
 FE0837
 FE0837                         *CURRENT SURVEY CONTROL
 FE0837  ___________________________________________________________________
 FE0837* NAD 83(1986)-  35 34 20.     (N)    089 08 05.     (W)     SCALED    
 FE0837* NAVD 88     -       128.640  (meters)     422.05   (feet)  ADJUSTED  
 FE0837  ___________________________________________________________________
 FE0837  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0837  DYNAMIC HT  -         128.526 (meters)     421.67  (feet)  COMP
 FE0837  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0837
 FE0837  VERT ORDER  -  SECOND    CLASS 0
 FE0837
 FE0837.The horizontal coordinates were scaled from a topographic map and have
 FE0837.an estimated accuracy of +/- 6 seconds.
 FE0837
 FE0837.The orthometric height was determined by differential leveling
 FE0837.and adjusted by the National Geodetic Survey in June 1991..
 FE0837
 FE0837.The geoid height was determined by GEOID03.
 FE0837
 FE0837.The dynamic height is computed by dividing the NAVD 88
 FE0837.geopotential number by the normal gravity value computed on the
 FE0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0837.degrees latitude (g = 980.6199 gals.).
 FE0837
 FE0837.The modeled gravity was interpolated from observed gravity values.
 FE0837
 FE0837;                    North         East    Units  Estimated Accuracy
 FE0837;SPC TN       -   142,000.      315,900.      MT  (+/- 180 meters Scaled)
 FE0837
 FE0837                          SUPERSEDED SURVEY CONTROL
 FE0837
 FE0837  NGVD 29 (??/??/??)  128.655  (m)          422.10   (f) ADJUSTED    2 0
 FE0837
 FE0837.Superseded values are not recommended for survey control.
 FE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0837.See file dsdata.txt to determine how the superseded data were derived.
 FE0837
 FE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE065386(NAD 83)
 FE0837_MARKER: DR = REFERENCE MARK DISK
 FE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0837_STAMPING: CARTER NO 2 1959
 FE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0837+STABILITY: SURFACE MOTION
 FE0837
 FE0837  HISTORY     - Date     Condition        Report By
 FE0837  HISTORY     - 1959     MONUMENTED       CGS
 FE0837  HISTORY     - 1959     GOOD             CGS
 FE0837
 FE0837                          STATION DESCRIPTION
 FE0837
 FE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0837'13.3 MI SE FROM BROWNSVILLE.
 FE0837'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0837'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0837'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0837'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0837'JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0837'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHWEST
 FE0837'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE
 FE0837'DIRT ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVEL
 FE0837'ROAD, THENCE 0.9 MILE EAST ON A GRAVELED ROAD TO A FARM DRIVEWAY
 FE0837'LEADING SOUTH, THENCE ABOUT 0.25 MILE SOUTH TO THE HIGHEST POINT
 FE0837'OF A FIELD, 77 FT. NORTH-NORTHWEST OF AN EAST-WEST FENCE, 13 FT.
 FE0837'EAST OF A NORTH-SOUTH FENCE, 158.4 FT. SOUTHWEST OF THE STATION, A
 FE0837'C AND GS REFERENCE DISK SET IN TOP OF A CONCRETE POST SET FLUSH
 FE0837'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0790 ***********************************************************************
 FD0790  DESIGNATION -  CARTER RM 2
 FD0790  PID         -  FD0790
 FD0790  STATE/COUNTY-  TN/MAURY
 FD0790  USGS QUAD   -  GODWIN (1988)
 FD0790
 FD0790                         *CURRENT SURVEY CONTROL
 FD0790  ___________________________________________________________________
 FD0790* NAD 83(1986)-  35 39 30.     (N)    087 00 27.     (W)     SCALED    
 FD0790* NAVD 88     -       231.741  (meters)     760.30   (feet)  ADJUSTED  
 FD0790  ___________________________________________________________________
 FD0790  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0790  DYNAMIC HT  -         231.538 (meters)     759.64  (feet)  COMP
 FD0790  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FD0790
 FD0790  VERT ORDER  -  SECOND    CLASS 0
 FD0790
 FD0790.The horizontal coordinates were scaled from a topographic map and have
 FD0790.an estimated accuracy of +/- 6 seconds.
 FD0790
 FD0790.The orthometric height was determined by differential leveling
 FD0790.and adjusted by the National Geodetic Survey in June 1991..
 FD0790
 FD0790.The geoid height was determined by GEOID03.
 FD0790
 FD0790.The dynamic height is computed by dividing the NAVD 88
 FD0790.geopotential number by the normal gravity value computed on the
 FD0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0790.degrees latitude (g = 980.6199 gals.).
 FD0790
 FD0790.The modeled gravity was interpolated from observed gravity values.
 FD0790
 FD0790;                    North         East    Units  Estimated Accuracy
 FD0790;SPC TN       -   147,480.      508,780.      MT  (+/- 180 meters Scaled)
 FD0790
 FD0790                          SUPERSEDED SURVEY CONTROL
 FD0790
 FD0790  NGVD 29 (??/??/92)  231.723  (m)          760.24   (f) ADJ UNCH    2 0
 FD0790
 FD0790.Superseded values are not recommended for survey control.
 FD0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0790.See file dsdata.txt to determine how the superseded data were derived.
 FD0790
 FD0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE993460(NAD 83)
 FD0790_MARKER: DD = SURVEY DISK
 FD0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0790_STAMPING: CARTER RM 2 1962
 FD0790_MARK LOGO: TNHD  
 FD0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0790+STABILITY: SURFACE MOTION
 FD0790
 FD0790  HISTORY     - Date     Condition        Report By
 FD0790  HISTORY     - 1962     MONUMENTED       TNHD
 FD0790  HISTORY     - 1963     GOOD             TNHD
 FD0790  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0790
 FD0790                          STATION DESCRIPTION
 FD0790
 FD0790'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0790'2.9 MI NE FROM COLUMBIA.
 FD0790'FROM THE NORTH END OF THE DUCK RIVER BRIDGE AT THE NORTH END
 FD0790'OF COLUMBIA ON U.S. HIGHWAY 31, GO NORTHEASTERLY FOR 2.9 MILES
 FD0790'TO THE MARK ON THE RIGHT.  THE MARK IS 32 FEET NORTH OF A FENCE
 FD0790'CORNER, 7 FEET NORTHEAST OF A TELEPHONE POLE AND 1.6 FEET WEST
 FD0790'OF A WITNESS POST SET IN A FENCE LINE.  THE MARK IS SET IN A
 FD0790'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0790
 FD0790                          STATION RECOVERY (1984)
 FD0790
 FD0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0790'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0723 ***********************************************************************
 GB0723  DESIGNATION -  CARY
 GB0723  PID         -  GB0723
 GB0723  STATE/COUNTY-  TN/CAMPBELL
 GB0723  USGS QUAD   -  JACKSBORO (1991)
 GB0723
 GB0723                         *CURRENT SURVEY CONTROL
 GB0723  ___________________________________________________________________
 GB0723* NAD 83(1995)-  36 17 44.27361(N)    084 12 39.86086(W)     ADJUSTED  
 GB0723* NAVD 88     -       382.198  (meters)    1253.93   (feet)  ADJUSTED  
 GB0723  ___________________________________________________________________
 GB0723  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 GB0723  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0723  DYNAMIC HT  -         381.863 (meters)    1252.83  (feet)  COMP
 GB0723  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0723
 GB0723  HORZ ORDER  -  SECOND
 GB0723  VERT ORDER  -  SECOND    CLASS 0
 GB0723
 GB0723.The horizontal coordinates were established by classical geodetic methods
 GB0723.and adjusted by the National Geodetic Survey in April 1999..
 GB0723
 GB0723.The orthometric height was determined by differential leveling
 GB0723.and adjusted by the National Geodetic Survey in June 1991..
 GB0723
 GB0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0723
 GB0723.The geoid height was determined by GEOID03.
 GB0723
 GB0723.The dynamic height is computed by dividing the NAVD 88
 GB0723.geopotential number by the normal gravity value computed on the
 GB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0723.degrees latitude (g = 980.6199 gals.).
 GB0723
 GB0723.The modeled gravity was interpolated from observed gravity values.
 GB0723
 GB0723;                    North         East     Units Scale Factor Converg.
 GB0723;SPC TN       -   219,186.647   760,680.108   MT  0.99998077   +1 02 50.3
 GB0723;SPC TN       -   719,114.86  2,495,664.65   sFT  0.99998077   +1 02 50.3
 GB0723;UTM  16      - 4,020,348.957   750,447.751   MT  1.00037290   +1 39 06.4
 GB0723
 GB0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0723!SPC TN       -   0.99994469  x   0.99998077  =   0.99992547
 GB0723!UTM  16      -   0.99994469  x   1.00037290  =   1.00031757
 GB0723
 GB0723|---------------------------------------------------------------------|
 GB0723| PID    Reference Object                     Distance      Geod. Az  |
 GB0723|                                                           dddmmss.s |
 GB0723| GB0722 CARY RM 1                            10.220 METERS 10040     |
 GB0723| GB0721 CARY RM 2                             9.972 METERS 16959     |
 GB0723| GB2527 SILICA                              APPROX. 4.3 KM 3294450.3 |
 GB0723|---------------------------------------------------------------------|
 GB0723
 GB0723                          SUPERSEDED SURVEY CONTROL
 GB0723
 GB0723  NAD 83(1995)-  36 17 44.27543(N)    084 12 39.86472(W) AD(       ) 2
 GB0723  NAD 83(1995)-  36 17 44.27879(N)    084 12 39.86560(W) AD(       ) 2
 GB0723  NAD 83(1986)-  36 17 44.28353(N)    084 12 39.86201(W) AD(       ) 2
 GB0723  NAD 27      -  36 17 43.98780(N)    084 12 40.12780(W) AD(       ) 2
 GB0723  NGVD 29 (??/??/92)  382.307  (m)         1254.29   (f) ADJ UNCH    2 0
 GB0723
 GB0723.Superseded values are not recommended for survey control.
 GB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0723.See file dsdata.txt to determine how the superseded data were derived.
 GB0723
 GB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5044820349(NAD 83)
 GB0723_MARKER: DE = TRAVERSE STATION DISK
 GB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0723_STAMPING: CARY 1961
 GB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0723+STABILITY: SURFACE MOTION
 GB0723
 GB0723  HISTORY     - Date     Condition        Report By
 GB0723  HISTORY     - 1961     MONUMENTED       CGS
 GB0723  HISTORY     - 1961     GOOD             CGS
 GB0723  HISTORY     - 1964     GOOD             TNHD
 GB0723  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0723
 GB0723                          STATION DESCRIPTION
 GB0723
 GB0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0723'THE STATION IS LOCATED IN THE EASTERN PART OF CARYVILLE ABOUT 0.2
 GB0723'MILE EAST OF THE JUNCTION
 GB0723'OF U.  S.  HIGHWAY 25W AND STATE HIGHWAY 63.
 GB0723'
 GB0723'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0723'HIGHWAY 63, GO NORTHEAST
 GB0723'ON U.  S.  HIGHWAY 25W FOR 0.05 MILE TO A SIDE ROAD
 GB0723'ON THE RIGHT, TURN SHARP RIGHT, UP
 GB0723'HILL, AND GO 0.35 MILE TO THE
 GB0723'STATION ON THE LEFT AND A SIDE ROAD ON THE RIGHT.
 GB0723'
 GB0723'THE STATION IS 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 2.4
 GB0723'FEET EAST OF A WITNESS
 GB0723'POST.  IT IS A STANDARD TRAVERSE DISK, FLUSH, AND IS
 GB0723'STAMPED CARY 1961.
 GB0723'
 GB0723'REFERENCE MARK NO. 1 IS A STANDARD DISK, PROJECTING 3-INCHES, AND IS
 GB0723'STAMPED CARY NO 1 1961.
 GB0723'
 GB0723'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF A GRAVELED
 GB0723'ROAD.  IT IS A STANDARD
 GB0723'DISK, FLUSH, AND IS STAMPED CARY NO 2 1961.
 GB0723'
 GB0723'COVE LAKE WATER TANK WILL SERVE AS THE AZIMUTH MARK.
 GB0723
 GB0723                          STATION RECOVERY (1961)
 GB0723
 GB0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0723'0.6 MI E FROM CARYVILLE.
 GB0723'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE
 GB0723'EAST ON STATE HIGHWAY 63, THEN 0.05 MILE NORTHEAST ON U.S.
 GB0723'HIGHWAY 25W, THEN 0.35 MILE SOUTHEAST ON A GRAVELED ROAD UP A
 GB0723'STEEP HILL TO A Y JUNCTION.  THE STATION MARK IS 24 FT. EAST OF
 GB0723'THE CENTER OF THE GRAVELED ROAD AND 2.4 FT. EAST OF A WITNESS
 GB0723'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GB0723'GROUND AND IS ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 GB0723
 GB0723                          STATION RECOVERY (1964)
 GB0723
 GB0723'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0723'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GB0723'DESCRIBED IN THE 1961 DESCRIPTION.
 GB0723
 GB0723                          STATION RECOVERY (1973)
 GB0723
 GB0723'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB0723'CARY AND REFS. NOT FOUND.
 GB0723'
 GB0723'COULD NOT LOCATE DUE TO POOR DESCRIPTION-POSSIBLY STILL IN.
 GB0723'
 GB0723'RMS NOT FOUND EITHER.
 GB0723'
 GB0723'DISTANCE AND DIRECTION FROM NEAREST TOWN LOCATED IN THE EASTERN
 GB0723'PART OF CARYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0722 ***********************************************************************
 GB0722  DESIGNATION -  CARY RM 1
 GB0722  PID         -  GB0722
 GB0722  STATE/COUNTY-  TN/CAMPBELL
 GB0722  USGS QUAD   -  JACKSBORO (1991)
 GB0722
 GB0722                         *CURRENT SURVEY CONTROL
 GB0722  ___________________________________________________________________
 GB0722* NAD 83(1986)-  36 17 43.     (N)    084 12 40.     (W)     SCALED    
 GB0722* NAVD 88     -       382.153  (meters)    1253.78   (feet)  ADJUSTED  
 GB0722  ___________________________________________________________________
 GB0722  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0722  DYNAMIC HT  -         381.817 (meters)    1252.68  (feet)  COMP
 GB0722  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0722
 GB0722  VERT ORDER  -  SECOND    CLASS 0
 GB0722
 GB0722.The horizontal coordinates were scaled from a topographic map and have
 GB0722.an estimated accuracy of +/- 6 seconds.
 GB0722
 GB0722.The orthometric height was determined by differential leveling
 GB0722.and adjusted by the National Geodetic Survey in June 1991..
 GB0722
 GB0722.The geoid height was determined by GEOID03.
 GB0722
 GB0722.The dynamic height is computed by dividing the NAVD 88
 GB0722.geopotential number by the normal gravity value computed on the
 GB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0722.degrees latitude (g = 980.6199 gals.).
 GB0722
 GB0722.The modeled gravity was interpolated from observed gravity values.
 GB0722
 GB0722;                    North         East    Units  Estimated Accuracy
 GB0722;SPC TN       -   219,150.      760,680.      MT  (+/- 180 meters Scaled)
 GB0722
 GB0722                          SUPERSEDED SURVEY CONTROL
 GB0722
 GB0722  NGVD 29 (??/??/92)  382.261  (m)         1254.13   (f) ADJ UNCH    2 0
 GB0722
 GB0722.Superseded values are not recommended for survey control.
 GB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0722.See file dsdata.txt to determine how the superseded data were derived.
 GB0722
 GB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504203(NAD 83)
 GB0722_MARKER: DR = REFERENCE MARK DISK
 GB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0722_STAMPING: CARY NO 1 1961
 GB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0722+STABILITY: SURFACE MOTION
 GB0722
 GB0722  HISTORY     - Date     Condition        Report By
 GB0722  HISTORY     - 1961     MONUMENTED       CGS
 GB0722
 GB0722                          STATION DESCRIPTION
 GB0722
 GB0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0722'0.6 MI E FROM CARYVILLE.
 GB0722'THIS MARK IS LOCATED AT THE CARY 1961 STATION SITE, 33.5 FT.
 GB0722'EAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0722'POST PROJECTING 3 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF
 GB0722'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0721 ***********************************************************************
 GB0721  DESIGNATION -  CARY RM 2
 GB0721  PID         -  GB0721
 GB0721  STATE/COUNTY-  TN/CAMPBELL
 GB0721  USGS QUAD   -  JACKSBORO (1991)
 GB0721
 GB0721                         *CURRENT SURVEY CONTROL
 GB0721  ___________________________________________________________________
 GB0721* NAD 83(1986)-  36 17 43.     (N)    084 12 40.     (W)     SCALED    
 GB0721* NAVD 88     -       383.825  (meters)    1259.27   (feet)  ADJUSTED  
 GB0721  ___________________________________________________________________
 GB0721  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0721  DYNAMIC HT  -         383.488 (meters)    1258.16  (feet)  COMP
 GB0721  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0721
 GB0721  VERT ORDER  -  SECOND    CLASS 0
 GB0721
 GB0721.The horizontal coordinates were scaled from a topographic map and have
 GB0721.an estimated accuracy of +/- 6 seconds.
 GB0721
 GB0721.The orthometric height was determined by differential leveling
 GB0721.and adjusted by the National Geodetic Survey in June 1991..
 GB0721
 GB0721.The geoid height was determined by GEOID03.
 GB0721
 GB0721.The dynamic height is computed by dividing the NAVD 88
 GB0721.geopotential number by the normal gravity value computed on the
 GB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0721.degrees latitude (g = 980.6199 gals.).
 GB0721
 GB0721.The modeled gravity was interpolated from observed gravity values.
 GB0721
 GB0721;                    North         East    Units  Estimated Accuracy
 GB0721;SPC TN       -   219,150.      760,680.      MT  (+/- 180 meters Scaled)
 GB0721
 GB0721                          SUPERSEDED SURVEY CONTROL
 GB0721
 GB0721  NGVD 29 (??/??/92)  383.934  (m)         1259.62   (f) ADJ UNCH    2 0
 GB0721
 GB0721.Superseded values are not recommended for survey control.
 GB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0721.See file dsdata.txt to determine how the superseded data were derived.
 GB0721
 GB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504203(NAD 83)
 GB0721_MARKER: DR = REFERENCE MARK DISK
 GB0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0721_STAMPING: CARY NO 2 1961
 GB0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0721+STABILITY: SURFACE MOTION
 GB0721
 GB0721  HISTORY     - Date     Condition        Report By
 GB0721  HISTORY     - 1961     MONUMENTED       CGS
 GB0721
 GB0721                          STATION DESCRIPTION
 GB0721
 GB0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0721'0.6 MI E FROM CARYVILLE.
 GB0721'THIS MARK IS LOCATED AT THE CARY 1961 STATION SITE, 32.7 FT.
 GB0721'SOUTH OF THE STATION MARK AND 24 FT. EAST OF THE CENTER OF THE
 GB0721'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GB0721'WITH THE GROUND AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2625 ***********************************************************************
 FB2625  DESIGNATION -  CATE
 FB2625  PID         -  FB2625
 FB2625  STATE/COUNTY-  TN/SEVIER
 FB2625  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2625
 FB2625                         *CURRENT SURVEY CONTROL
 FB2625  ___________________________________________________________________
 FB2625* NAD 83(1995)-  35 59 40.75855(N)    083 35 48.64379(W)     ADJUSTED  
 FB2625* NAVD 88     -       364.0    (meters)    1194.     (feet)  VERTCON   
 FB2625  ___________________________________________________________________
 FB2625  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FB2625  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB2625
 FB2625  HORZ ORDER  -  SECOND
 FB2625
 FB2625.The horizontal coordinates were established by classical geodetic methods
 FB2625.and adjusted by the National Geodetic Survey in April 1999..
 FB2625
 FB2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2625
 FB2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2625
 FB2625.The geoid height was determined by GEOID03.
 FB2625
 FB2625;                    North         East     Units Scale Factor Converg.
 FB2625;SPC TN       -   186,982.595   816,659.785   MT  0.99995231   +1 24 24.8
 FB2625;SPC TN       -   613,458.73  2,679,324.64   sFT  0.99995231   +1 24 24.8
 FB2625;UTM  17      - 3,986,474.588   265,911.704   MT  1.00027526   -1 31 36.8
 FB2625
 FB2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2625!SPC TN       -   0.99994770  x   0.99995231  =   0.99990001
 FB2625!UTM  17      -   0.99994770  x   1.00027526  =   1.00022294
 FB2625
 FB2625|---------------------------------------------------------------------|
 FB2625| PID    Reference Object                     Distance      Geod. Az  |
 FB2625|                                                           dddmmss.s |
 FB2625| CZ4733 CATE RM 2                             6.762 METERS 03908     |
 FB2625| FB2626 DOUGLAS DAM WATER TANK              APPROX. 5.9 KM 1221119.2 |
 FB2625| FB2138 HODGE                               APPROX. 1.8 KM 1312237.2 |
 FB2625| CZ4732 CATE RM 1                             7.632 METERS 28633     |
 FB2625|---------------------------------------------------------------------|
 FB2625
 FB2625                          SUPERSEDED SURVEY CONTROL
 FB2625
 FB2625  NAD 83(1995)-  35 59 40.76548(N)    083 35 48.64525(W) AD(       ) 2
 FB2625  NAD 83(1986)-  35 59 40.77021(N)    083 35 48.64427(W) AD(       ) 2
 FB2625  NAD 27      -  35 59 40.45520(N)    083 35 49.02810(W) AD(       ) 2
 FB2625  NGVD 29 (07/19/86)  364.2    (m)         1195.     (f) VERT ANG       
 FB2625
 FB2625.Superseded values are not recommended for survey control.
 FB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2625.See file dsdata.txt to determine how the superseded data were derived.
 FB2625
 FB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6591286475(NAD 83)
 FB2625_MARKER: DE = TRAVERSE STATION DISK
 FB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2625
 FB2625  HISTORY     - Date     Condition        Report By
 FB2625  HISTORY     - 1961     MONUMENTED       CGS
 FB2625
 FB2625                          STATION DESCRIPTION
 FB2625
 FB2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2625'THE STATION IS LOCATED ON THE PROPERTY OF MR. GATE, ABOUT 12 MILES
 FB2625'WEST OF DANDRIDGE AND ABOUT 4 MILES NORTHWEST OF THE DOUGLAS DAM.
 FB2625'
 FB2625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25W AND 70
 FB2625'AND STATE HIGHWAY 139 WHICH IS LOCATED ABOUT 12 MILES WEST OF
 FB2625'DANDRIDGE, GO SOUTHERLY ON STATE HIGHWAY 139 FOR 3.3 MILES TO A
 FB2625'CROSSROAD AT A SIGN ON THE LEFT, DUMPLIN BAPTIST CHURCH AND ELDERS
 FB2625'GROCERY AND TEXACO SERVICE STATION IN THE SOUTHWEST ANGLE OF THE
 FB2625'CROSSROAD. TURN LEFT AND GO 2.45 MILES TO A WRECKING YARD AND
 FB2625'LONGS GROCERY ON THE RIGHT AND A SIDE ROAD ON THE LEFT, TURN LEFT AND
 FB2625'FOLLOW THE MAIN ROAD FOR 0.5 MILE TO A WHITE FRAME HOUSE ON THE
 FB2625'RIGHT AND A WIRE GATE, PASS THROUGH THE GATE AND GO WEST ACROSS
 FB2625'CULTIVATED FIELD FOR 0.3 MILE TO A CEMETERY AT THE HIGHEST PART OF
 FB2625'HILL AND THE STATION AS DESCRIBED.
 FB2625'
 FB2625'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CATE 1961, SET
 FB2625'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS 66
 FB2625'FEET SOUTHWEST OF THE SOUTHEAST CEMETERY CORNER POST, 15 FEET
 FB2625'SOUTHEAST OF THE SOUTHWEST CEMETERY CORNER POST, 11 FEET SOUTH
 FB2625'OF THE SOUTHERN FENCE LINE OF THE CEMETERY, AND 3.2 FEET NORTHWEST OF
 FB2625'A WITNESS SIGN.
 FB2625'
 FB2625'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CATE NO 1 1961,
 FB2625'BRAZED TO A 2-INCH GALVANIZED IRON PIPE CEMENTED IN THE GROUND WHICH
 FB2625'PROJECTS 9 INCHES. IT IS 10 FEET WEST OF THE SOUTHWEST CEMETERY
 FB2625'CORNER POST AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FB2625'
 FB2625'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CATE NO 2 1961,
 FB2625'BRAZED TO A 1 1/2-INCH GALVANIZED IRON PIPE CEMENTED IN THE GROUND
 FB2625'WHICH PROJECTS 8 INCHES. IT IS 46 FEET WEST OF THE SOUTHEAST CEMETERY
 FB2625'CORNER POST, 30 FEET EAST OF THE SOUTHWEST CEMETERY CORNER
 FB2625'POST AND 6 INCHES SOUTH OF THE SOUTHERN FENCE LINE OF THE CEMETERY.
 FB2625'
 FB2625'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. TRAVERSE
 FB2625'STATION HODGE WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FB2625'THEREOF.
 FB2625'
 FB2625'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1155 ***********************************************************************
 GD1155  DESIGNATION -  CATES
 GD1155  PID         -  GD1155
 GD1155  STATE/COUNTY-  TN/LAKE
 GD1155  USGS QUAD   -  TIPTONVILLE (1981)
 GD1155
 GD1155                         *CURRENT SURVEY CONTROL
 GD1155  ___________________________________________________________________
 GD1155* NAD 83(1995)-  36 26 09.61516(N)    089 25 11.52404(W)     ADJUSTED  
 GD1155* NAVD 88     -        87.566  (meters)     287.29   (feet)  ADJUSTED  
 GD1155  ___________________________________________________________________
 GD1155  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GD1155  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1155  DYNAMIC HT  -          87.496 (meters)     287.06  (feet)  COMP
 GD1155  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 GD1155
 GD1155  HORZ ORDER  -  SECOND
 GD1155  VERT ORDER  -  FIRST     CLASS I
 GD1155
 GD1155.The horizontal coordinates were established by classical geodetic methods
 GD1155.and adjusted by the National Geodetic Survey in April 1999..
 GD1155
 GD1155.The orthometric height was determined by differential leveling
 GD1155.and adjusted by the National Geodetic Survey in June 1991..
 GD1155
 GD1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1155
 GD1155.The geoid height was determined by GEOID03.
 GD1155
 GD1155.The dynamic height is computed by dividing the NAVD 88
 GD1155.geopotential number by the normal gravity value computed on the
 GD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1155.degrees latitude (g = 980.6199 gals.).
 GD1155
 GD1155.The modeled gravity was interpolated from observed gravity values.
 GD1155
 GD1155;                    North         East     Units Scale Factor Converg.
 GD1155;SPC TN       -   238,651.574   293,419.675   MT  1.00000349   -2 00 07.7
 GD1155;SPC TN       -   782,976.04    962,661.05   sFT  1.00000349   -2 00 07.7
 GD1155;SPC MO E     -    67,411.012   346,845.055   MT  1.00004885   +0 38 29.6
 GD1155;SPC KY1Z     - 1,017,866.399 1,170,955.360   MT  1.00021764   -2 15 11.4
 GD1155;SPC KY1Z     - 3,339,450.01  3,841,709.38   sFT  1.00021764   -2 15 11.4
 GD1155;SPC KY S     -   517,784.623   171,002.772   MT  1.00006726   -2 13 32.3
 GD1155;SPC KY S     - 1,698,765.05    561,031.59   sFT  1.00006726   -2 13 32.3
 GD1155;UTM  16      - 4,035,030.892   283,090.742   MT  1.00017972   -1 26 16.0
 GD1155
 GD1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1155!SPC TN       -   0.99999071  x   1.00000349  =   0.99999420
 GD1155!SPC MO E     -   0.99999071  x   1.00004885  =   1.00003956
 GD1155!SPC KY1Z     -   0.99999071  x   1.00021764  =   1.00020835
 GD1155!SPC KY S     -   0.99999071  x   1.00006726  =   1.00005797
 GD1155!UTM  16      -   0.99999071  x   1.00017972  =   1.00017043
 GD1155
 GD1155|---------------------------------------------------------------------|
 GD1155| PID    Reference Object                     Distance      Geod. Az  |
 GD1155|                                                           dddmmss.s |
 GD1155| GD1156 CATES RM 1                           20.030 METERS 16608     |
 GD1155| GD1669 TIPTONVILLE E MUNICIPAL TANK        APPROX. 7.7 KM 2135201.5 |
 GD1155| GD1671 TIPTONVILLE FED COMP WHSE S TK      APPROX. 7.6 KM 2144227.9 |
 GD1155| GD1670 TIPTONVILLE FED COMP WHSE N TK      APPROX. 7.4 KM 2152603.8 |
 GD1155| GD1158 CATES AZ MK                                        2183347.1 |
 GD1155| GD1673 TIPTONVILLE W MUNICIPAL TANK        APPROX. 8.6 KM 2224442.8 |
 GD1155| GD1157 CATES RM 2                           23.233 METERS 24651     |
 GD1155|---------------------------------------------------------------------|
 GD1155
 GD1155                          SUPERSEDED SURVEY CONTROL
 GD1155
 GD1155  NAD 83(1995)-  36 26 09.62043(N)    089 25 11.52280(W) AD(       ) 2
 GD1155  NAD 83(1995)-  36 26 09.62362(N)    089 25 11.52437(W) AD(       ) 2
 GD1155  NAD 83(1986)-  36 26 09.62692(N)    089 25 11.52358(W) AD(       ) 2
 GD1155  NAD 27      -  36 26 09.39570(N)    089 25 11.25860(W) AD(       ) 2
 GD1155  NGVD 29 (??/??/??)   87.496  (m)          287.06   (f) ADJUSTED    1 1
 GD1155
 GD1155.Superseded values are not recommended for survey control.
 GD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1155.See file dsdata.txt to determine how the superseded data were derived.
 GD1155
 GD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8309135031(NAD 83)
 GD1155_MARKER: DS = TRIANGULATION STATION DISK
 GD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1155_STAMPING: CATES 1959
 GD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1155+STABILITY: SURFACE MOTION
 GD1155
 GD1155  HISTORY     - Date     Condition        Report By
 GD1155  HISTORY     - 1959     MONUMENTED       CGS
 GD1155  HISTORY     - 1967     GOOD             CGS
 GD1155  HISTORY     - 1974     GOOD             NGS
 GD1155  HISTORY     - 1974     GOOD             NGS
 GD1155
 GD1155                          STATION DESCRIPTION
 GD1155
 GD1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1155'THE STATION IS ABOUT 4 MILES NORTHEAST OF TIPTONVILLE, ON THE EAST
 GD1155'SIDE OF STATE HIGHWAY 78, AND IS ON THE PROPERTY OF MR. C.B. CATES.
 GD1155'IT IS 70 FEET SOUTHEAST OF HIGHWAY 78, 69 FEET NORTH OF THE NORTH
 GD1155'CORNER OF A HOUSE, 67 FEET NORTHEAST OF A POWER POLE, 56 FEET
 GD1155'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE AND 24 FEET SOUTH
 GD1155'OF THE SOUTH BANK OF A SMALL CREEK.  THE MONUMENT IS FLUSH AND THE
 GD1155'DISK IS STAMPED CATES 1959.
 GD1155'
 GD1155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21, 22 AND
 GD1155'STATE HIGHWAY 78 IN TIPTONVILLE, GO NORTHERLY ON STATE HIGHWAY 78
 GD1155'FOR 4.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY
 GD1155'ON HIGHWAY 78 FOR 0.55 MILE TO THE STATION ON THE RIGHT, JUST
 GD1155'BEFORE CROSSING A SMALL BRIDGE.
 GD1155'
 GD1155'REFERENCE MARK 1 IS 72 FEET SOUTHWEST OF THE SOUTH BANK OF THE SMALL
 GD1155'CREEK, 39 FEET EAST OF THE NORTH CORNER OF THE HOUSE AND 36 FEET
 GD1155'NORTH OF THE EAST CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND
 GD1155'THE DISK IS STAMPED CATES NO 1 1959.
 GD1155'
 GD1155'REFERENCE MARK 2 IS 58 FEET NORTHWEST OF THE NORTH CORNER OF THE
 GD1155'HOUSE, 49 FEET NORTH OF A 36 INCH POPLAR TREE, 33 FEET SOUTHEAST OF
 GD1155'THE CENTERLINE OF HIGHWAY 78 AND 18 FEET SOUTH OF A POWER POLE.
 GD1155'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CATES NO 2 1959.
 GD1155'
 GD1155'THE AZIMUTH MARK IS 151 FEET NORTHEAST OF THE CENTERLINE OF A
 GD1155'DRIVEWAY, 24 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 78, 2
 GD1155'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GD1155'POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1155'STAMPED CATES 1959.
 GD1155'
 GD1155'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 GD1155
 GD1155                          STATION RECOVERY (1967)
 GD1155
 GD1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1155'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1155'CONDITION.  DUE TO CHANGES IN TERRAIN AT THE STATION SITE, THE
 GD1155'ORIGINAL STATION DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1155'
 GD1155'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1155'
 GD1155'THE STATION IS ON THE PROPERTY OF MR. C. B. CATES ABOUT 4 MILES
 GD1155'NORTHEAST OF TIPTONVILLE.
 GD1155'
 GD1155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21, 22, AND
 GD1155'78 IN TIPTONVILLE, GO NORTHEASTERLY ON STATE HIGHWAY 78 FOR 4.25
 GD1155'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY ON STATE
 GD1155'HIGHWAY 78 FOR 0.55 MILE TO A GROUP OF FARM BUILDINGS ON THE RIGHT
 GD1155'AND THE STATION IN THE YARD AS DESCRIBED.
 GD1155'
 GD1155'THE STATION IS 70 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GD1155'HIGHWAY 78, 69 FEET NORTH OF THE NORTH CORNER OF A FARM HOUSE, 67
 GD1155'FEET NORTHEAST OF A POWERLINE POLE, 56 FEET SOUTHEAST OF THE
 GD1155'SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER A DRAINAGE CANAL, AND
 GD1155'24 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL.  IT IS A STANDARD
 GD1155'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD1155'AND THE DISK IS STAMPED CATES 1959.
 GD1155'
 GD1155'REFERENCE MARK NO. 1 IS 72 FEET SOUTH OF THE SOUTH EDGE OF THE
 GD1155'DRAINAGE CANAL, 39 FEET EAST OF THE NORTH CORNER OF THE FRAME HOUSE,
 GD1155'36 FEET NORTH OF THE EAST CORNER OF THE FRAME HOUSE, AND 26 FEET
 GD1155'NE OF THE EDGE OF THE FARM HOUSE.  IT IS A STANDARD DISK SET IN
 GD1155'THE TOP OF A 12-INCH, SQUARE CONCRETE MONUMENT THAT IS ABOUT 2
 GD1155'INCHES BELOW THE SURFACE OF THE LAWN AND THE DISK IS STAMPED
 GD1155'CATES NO 1 1959.
 GD1155'
 GD1155'REFERENCE MARK NO. 2 IS 58 FEET NORTHWEST OF THE NORTH CORNER OF THE
 GD1155'FRAME HOUSE, 49 FEET NORTH OF A 40-INCH POPLAR TREE, 33 FEET
 GD1155'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 78, AND 18 FEET
 GD1155'SOUTH OF A POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP
 GD1155'OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 GD1155'SURFACE OF THE LAWN AND THE DISK IS STAMPED CATES NO 2
 GD1155'1959.
 GD1155'
 GD1155'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1155'REFERENCE MARK NO. 2 IS 92.28 FEET - 28.125 METERS.
 GD1155'
 GD1155'THE AZIMUTH MARK IS 151 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GD1155'FARM DRIVE, 24 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GD1155'HIGHWAY 78 AND 1 FOOT NORTH OF A POWERLINE TRANSFORMER POLE WITH A
 GD1155'METAL WITNESS SIGN ATTACHED.  IT IS A STANDARD DISK SET IN THE TOP
 GD1155'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 GD1155'THE DISK IS STAMPED CATES 1959.
 GD1155
 GD1155                          STATION RECOVERY (1974)
 GD1155
 GD1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1155'THE STATION, R. M. 1, R. M. 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 GD1155'GOOD CONDITION AND LEVELED OVER DURING THE 1974 RELEVELING.
 GD1155'
 GD1155'TO REACH GO 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GD1155'JUNCTION OF AN ASPHALT ROAD AT NEW MARKHAM.
 GD1155'
 GD1155'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1155'CATES 1959.  IN THE NORTHWEST LAWN OF A HOUSE OWNED BY MR. C. B.
 GD1155'CATES, 79.5 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 70 FEET
 GD1155'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET NORTHEAST OF
 GD1155'A POWER POLE, IN A CONCRETE POST.
 GD1155'
 GD1155'R. M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED CATES NO 1 1959.
 GD1155'69 FEET SOUTH OF THE STATION, IN A CONCRETE POST.
 GD1155'
 GD1155'R. M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED CATES NO 2 1959.
 GD1155'76.5 FEET WEST-SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 GD1155'
 GD1155'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED CATES 1959.
 GD1155'0.55 MILES SOUTHWEST OF THE STATION, 24 FEET SOUTHEAST OF THE
 GD1155'CENTER LINE OF STATE HIGHWAY 78, 1.1 FEET NORTHWEST OF A POWER POLE
 GD1155'BEARING A WITNESS SIGN, IN A CONCRETE POST.
 GD1155'
 GD1155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 GD1155'SOUTHWEST OF NEW MARKHAM.
 GD1155
 GD1155                          STATION RECOVERY (1974)
 GD1155
 GD1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1155'1.75 MI SW FROM NEW MARKHAM.
 GD1155'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1155'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, SET IN THE
 GD1155'NORTHWEST LAWN OF A FRAME HOUSE OWNED BY MR. C.B. CATES.  ALSO, 4.80
 GD1155'MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 AND STATE
 GD1155'HIGHWAYS 21 AND 22 AT TIPTONVILLE, 79.5 FEET NORTH OF THE NORTH CORNER
 GD1155'OF THE MAIN PART OF HOUSE, 70 FEET SOUTHEAST OF THE CENTER LINE OF
 GD1155'STATE HIGHWAY 78, 67 FEET NORTHEAST OF A POWER POLE, 56 FEET SOUTHEAST
 GD1155'OF THE SOUTHEAST CORNER OF BRIDGE, 69 FEET NORTH OF CATES RM 1, 24
 GD1155'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST BANK OF A SMALL CREEK, 1.5 FEET
 GD1155'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH
 GD1155'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1158 ***********************************************************************
 GD1158  DESIGNATION -  CATES AZ MK
 GD1158  PID         -  GD1158
 GD1158  STATE/COUNTY-  TN/LAKE
 GD1158  USGS QUAD   -  TIPTONVILLE (1981)
 GD1158
 GD1158                         *CURRENT SURVEY CONTROL
 GD1158  ___________________________________________________________________
 GD1158* NAD 83(1986)-  36 25 45.     (N)    089 25 33.     (W)     SCALED    
 GD1158* NAVD 88     -        87.358  (meters)     286.61   (feet)  ADJUSTED  
 GD1158  ___________________________________________________________________
 GD1158  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1158  DYNAMIC HT  -          87.288 (meters)     286.38  (feet)  COMP
 GD1158  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GD1158
 GD1158  VERT ORDER  -  FIRST     CLASS I
 GD1158
 GD1158.The horizontal coordinates were scaled from a topographic map and have
 GD1158.an estimated accuracy of +/- 6 seconds.
 GD1158
 GD1158.The orthometric height was determined by differential leveling
 GD1158.and adjusted by the National Geodetic Survey in June 1991..
 GD1158
 GD1158.The geoid height was determined by GEOID03.
 GD1158
 GD1158.The dynamic height is computed by dividing the NAVD 88
 GD1158.geopotential number by the normal gravity value computed on the
 GD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1158.degrees latitude (g = 980.6199 gals.).
 GD1158
 GD1158.The modeled gravity was interpolated from observed gravity values.
 GD1158
 GD1158;                    North         East    Units  Estimated Accuracy
 GD1158;SPC TN       -   237,910.      292,860.      MT  (+/- 180 meters Scaled)
 GD1158
 GD1158                          SUPERSEDED SURVEY CONTROL
 GD1158
 GD1158  NGVD 29 (??/??/??)   87.288  (m)          286.38   (f) ADJUSTED    1 1
 GD1158
 GD1158.Superseded values are not recommended for survey control.
 GD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1158.See file dsdata.txt to determine how the superseded data were derived.
 GD1158
 GD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF825342(NAD 83)
 GD1158_MARKER: DZ = AZIMUTH MARK DISK
 GD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1158_SP_SET: CONCRETE POST
 GD1158_STAMPING: CATES 1959
 GD1158_MARK LOGO: CGS   
 GD1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1158+STABILITY: SURFACE MOTION
 GD1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1158+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD1158
 GD1158  HISTORY     - Date     Condition        Report By
 GD1158  HISTORY     - 1959     MONUMENTED       CGS
 GD1158  HISTORY     - 1974     GOOD             NGS
 GD1158  HISTORY     - 19901005 GOOD             NGS
 GD1158  HISTORY     - 20020801 GOOD             USACE
 GD1158
 GD1158                          STATION DESCRIPTION
 GD1158
 GD1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1158'4.25 MI NE FROM TIPTONVILLE.
 GD1158'ABOUT 4.25 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS
 GD1158'INTERSECTION WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE.  ALSO 2.30
 GD1158'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 78 AND A BLACKTOP
 GD1158'ROAD LEADING NORTHWEST TO NEW MARKHAM, 150 FEET NORTHEAST OF THE
 GD1158'CENTER LINE OF AN ABANDONED DRIVEWAY, 24 FEET SOUTHEAST OF THE CENTER
 GD1158'LINE OF STATE HIGHWAY 78, 1.1 FEET NORTHWEST OF A POWER POLE WITH
 GD1158'WITNESS SIGN AND 2 FEET BELOW LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GD1158'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GD1158
 GD1158                          STATION RECOVERY (1990)
 GD1158
 GD1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1158'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF TIPTONVILLE
 GD1158'AND ON THE EAST SIDE OF STATE HIGHWAY 78. OWNERSHIP-TENNESSEE
 GD1158'DEPARTMENT OF TRANSPORTATION, SUITE 300 JAMES K. POLK BLDG., 505
 GD1158'DEARERICK STREET, NASHVILLE TN 37219. TO REACH THE STATION FROM THE
 GD1158'JUNCTION OF STATE HIGHWAYS 21,78 AND COUNTY ROAD 22 IN EAST
 GD1158'TIPTONVILLE. GO NORTHEAST ON STATE HIGHWAY 78 FOR 3.08 KM (1.90 MI)
 GD1158'TO THE JUNCTION OF OF COUNTY ROAD 212 ON THE LEFT. CONTINUE NORTHEAST
 GD1158'ON STATE HIGHWAY 78 FOR 3.88 KM (2.40 MI) TO THE STATION ON THE
 GD1158'RIGHT. THE STATION IS LOCATED 46.0 M (150.9 FT) NORTHEAST FROM THE
 GD1158'CENTER OF A FIELD ENTRANCE ROAD, 7.4 M (24.3 FT) SOUTHEAST FROM THE
 GD1158'CENTERLINE OF STATE HIGHWAY 78 AND 0.3 M (1.0 FT) NORTH FROM A
 GD1158'UTILITY POLE WITH A WITNESS SIGN. THE STATION PROJECTS 2-CM ABOVE THE
 GD1158'GROUND. DESCRIBED BY E.J.HANSMANN.
 GD1158
 GD1158                          STATION RECOVERY (2002)
 GD1158
 GD1158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1156 ***********************************************************************
 GD1156  DESIGNATION -  CATES RM 1
 GD1156  PID         -  GD1156
 GD1156  STATE/COUNTY-  TN/LAKE
 GD1156  USGS QUAD   -  TIPTONVILLE (1981)
 GD1156
 GD1156                         *CURRENT SURVEY CONTROL
 GD1156  ___________________________________________________________________
 GD1156* NAD 83(1986)-  36 26 09.     (N)    089 25 10.     (W)     SCALED    
 GD1156* NAVD 88     -        88.212  (meters)     289.41   (feet)  ADJUSTED  
 GD1156  ___________________________________________________________________
 GD1156  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1156  DYNAMIC HT  -          88.141 (meters)     289.18  (feet)  COMP
 GD1156  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GD1156
 GD1156  VERT ORDER  -  FIRST     CLASS I
 GD1156
 GD1156.The horizontal coordinates were scaled from a topographic map and have
 GD1156.an estimated accuracy of +/- 6 seconds.
 GD1156
 GD1156.The orthometric height was determined by differential leveling
 GD1156.and adjusted by the National Geodetic Survey in June 1991..
 GD1156
 GD1156.The geoid height was determined by GEOID03.
 GD1156
 GD1156.The dynamic height is computed by dividing the NAVD 88
 GD1156.geopotential number by the normal gravity value computed on the
 GD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1156.degrees latitude (g = 980.6199 gals.).
 GD1156
 GD1156.The modeled gravity was interpolated from observed gravity values.
 GD1156
 GD1156;                    North         East    Units  Estimated Accuracy
 GD1156;SPC TN       -   238,630.      293,460.      MT  (+/- 180 meters Scaled)
 GD1156
 GD1156                          SUPERSEDED SURVEY CONTROL
 GD1156
 GD1156  NGVD 29 (??/??/??)   88.142  (m)          289.18   (f) ADJUSTED    1 1
 GD1156
 GD1156.Superseded values are not recommended for survey control.
 GD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1156.See file dsdata.txt to determine how the superseded data were derived.
 GD1156
 GD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF831350(NAD 83)
 GD1156_MARKER: DR = REFERENCE MARK DISK
 GD1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1156_SP_SET: CONCRETE POST
 GD1156_STAMPING: CATES NO 1 1959
 GD1156_MARK LOGO: CGS   
 GD1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1156+STABILITY: SURFACE MOTION
 GD1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1156+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1990
 GD1156
 GD1156  HISTORY     - Date     Condition        Report By
 GD1156  HISTORY     - 1959     MONUMENTED       CGS
 GD1156  HISTORY     - 1974     GOOD             NGS
 GD1156  HISTORY     - 19901005 SEE DESCRIPTION  NGS
 GD1156
 GD1156                          STATION DESCRIPTION
 GD1156
 GD1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1156'1.75 MI SW FROM NEW MARKHAM.
 GD1156'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1156'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, SET IN THE
 GD1156'NORTHWEST LAWN OF A FRAME HOUSE OWNED BY MR. C.B. CATES.  ALSO 4.80
 GD1156'MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 AND STATE
 GD1156'HIGHWAYS 21 AND 22 AT TIPTONVILLE, 122 FEET SOUTHEAST OF THE CENTER
 GD1156'LINE OF STATE HIGHWAY 78, 96.9 FEET SOUTHEAST OF A POWER POLE, 72 FEET
 GD1156'SOUTHWEST OF THE SOUTH-SOUTHWEST BANK OF A SMALL CREEK, 40.4 FEET EAST
 GD1156'OF THE NORTH CORNER OF THE HOUSE, 36 FEET NORTH OF THE EAST CORNER OF
 GD1156'THE HOUSE, 69 FEET SOUTH OF CATES TRIANGULATION STATION, 1 FOOT BELOW
 GD1156'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GD1156'GROUND.
 GD1156
 GD1156                          STATION RECOVERY (1990)
 GD1156
 GD1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1156'THE AREA THIS STATION WAS IN IS NOW A CULIVATED FIELD AND AFTER A
 GD1156'THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1157 ***********************************************************************
 GD1157  DESIGNATION -  CATES RM 2
 GD1157  PID         -  GD1157
 GD1157  STATE/COUNTY-  TN/LAKE
 GD1157  USGS QUAD   -  TIPTONVILLE (1981)
 GD1157
 GD1157                         *CURRENT SURVEY CONTROL
 GD1157  ___________________________________________________________________
 GD1157* NAD 83(1986)-  36 26 10.     (N)    089 25 10.     (W)     SCALED    
 GD1157* NAVD 88     -        87.064  (meters)     285.64   (feet)  ADJUSTED  
 GD1157  ___________________________________________________________________
 GD1157  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1157  DYNAMIC HT  -          86.995 (meters)     285.42  (feet)  COMP
 GD1157  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 GD1157
 GD1157  VERT ORDER  -  FIRST     CLASS I
 GD1157
 GD1157.The horizontal coordinates were scaled from a topographic map and have
 GD1157.an estimated accuracy of +/- 6 seconds.
 GD1157
 GD1157.The orthometric height was determined by differential leveling
 GD1157.and adjusted by the National Geodetic Survey in June 1991..
 GD1157
 GD1157.The geoid height was determined by GEOID03.
 GD1157
 GD1157.The dynamic height is computed by dividing the NAVD 88
 GD1157.geopotential number by the normal gravity value computed on the
 GD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1157.degrees latitude (g = 980.6199 gals.).
 GD1157
 GD1157.The modeled gravity was interpolated from observed gravity values.
 GD1157
 GD1157;                    North         East    Units  Estimated Accuracy
 GD1157;SPC TN       -   238,660.      293,460.      MT  (+/- 180 meters Scaled)
 GD1157
 GD1157                          SUPERSEDED SURVEY CONTROL
 GD1157
 GD1157  NGVD 29 (??/??/??)   86.995  (m)          285.42   (f) ADJUSTED    1 1
 GD1157
 GD1157.Superseded values are not recommended for survey control.
 GD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1157.See file dsdata.txt to determine how the superseded data were derived.
 GD1157
 GD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF831350(NAD 83)
 GD1157_MARKER: DR = REFERENCE MARK DISK
 GD1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1157_SP_SET: CONCRETE POST
 GD1157_STAMPING: CATES NO 2 1959
 GD1157_MARK LOGO: CGS   
 GD1157_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1157+STABILITY: SURFACE MOTION
 GD1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1157+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1990
 GD1157
 GD1157  HISTORY     - Date     Condition        Report By
 GD1157  HISTORY     - 1959     MONUMENTED       CGS
 GD1157  HISTORY     - 1974     GOOD             NGS
 GD1157  HISTORY     - 19901005 SEE DESCRIPTION  NGS
 GD1157
 GD1157                          STATION DESCRIPTION
 GD1157
 GD1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1157'1.75 MI SW FROM NEW MARKHAM.
 GD1157'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1157'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, SET IN THE
 GD1157'NORTHWEST LAWN OF A FRAME HOUSE OWNED BY MR. C.B. CATES.  ALSO 4.80
 GD1157'MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 AND STATE
 GD1157'HIGHWAYS 21 AND 22 AT TIPTONVILLE, 61.6 FEET NORTHWEST OF THE NORTH
 GD1157'CORNER OF THE HOUSE, 33 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 GD1157'HIGHWAY 78, 18.2 FEET SOUTH OF A POWER POLE, 92.6 FEET WEST OF CATES
 GD1157'RM 1, 76.5 FEET WEST-SOUTHWEST OF CATES, 2 FEET BELOW LEVEL OF THE
 GD1157'HIGHWAY AND IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW GROUND.
 GD1157
 GD1157                          STATION RECOVERY (1990)
 GD1157
 GD1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1157'THE AREA THIS STATION WAS IN IS NOW A CULIVATED FIELD AND AFTER A
 GD1157'THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1686 ***********************************************************************
 FC1686  DESIGNATION -  CAVE
 FC1686  PID         -  FC1686
 FC1686  STATE/COUNTY-  TN/ROANE
 FC1686  USGS QUAD   -  CAVE CREEK (1989)
 FC1686
 FC1686                         *CURRENT SURVEY CONTROL
 FC1686  ___________________________________________________________________
 FC1686* NAD 83(1995)-  35 50 18.20089(N)    084 22 45.42168(W)     ADJUSTED  
 FC1686* NAVD 88     -       379.1    (meters)    1244.     (feet)  VERTCON   
 FC1686  ___________________________________________________________________
 FC1686  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FC1686  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC1686
 FC1686  HORZ ORDER  -  SECOND
 FC1686
 FC1686.The horizontal coordinates were established by classical geodetic methods
 FC1686.and adjusted by the National Geodetic Survey in April 1999..
 FC1686
 FC1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1686
 FC1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1686
 FC1686.The geoid height was determined by GEOID03.
 FC1686
 FC1686;                    North         East     Units Scale Factor Converg.
 FC1686;SPC TN       -   168,196.750   746,413.070   MT  0.99994840   +0 56 55.8
 FC1686;SPC TN       -   551,825.50  2,448,856.88   sFT  0.99994840   +0 56 55.8
 FC1686;UTM  16      - 3,969,194.578   736,706.068   MT  1.00029047   +1 32 06.5
 FC1686
 FC1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1686!SPC TN       -   0.99994530  x   0.99994840  =   0.99989370
 FC1686!UTM  16      -   0.99994530  x   1.00029047  =   1.00023576
 FC1686
 FC1686|---------------------------------------------------------------------|
 FC1686| PID    Reference Object                     Distance      Geod. Az  |
 FC1686|                                                           dddmmss.s |
 FC1686| CZ4738 CAVE RM 4                            20.954 METERS 00644     |
 FC1686| CZ4735 CAVE RM 1                            36.515 METERS 04132     |
 FC1686| FC0140 CAVE AZ MK                                         0980742.7 |
 FC1686| CZ4737 CAVE RM 3                            28.239 METERS 24332     |
 FC1686| CZ4736 CAVE RM 2                            26.469 METERS 32620     |
 FC1686|---------------------------------------------------------------------|
 FC1686
 FC1686                          SUPERSEDED SURVEY CONTROL
 FC1686
 FC1686  NAD 83(1995)-  35 50 18.20821(N)    084 22 45.42154(W) AD(       ) 2
 FC1686  NAD 83(1986)-  35 50 18.21382(N)    084 22 45.41968(W) AD(       ) 2
 FC1686  NAD 27      -  35 50 17.94200(N)    084 22 45.68100(W) AD(       ) 2
 FC1686  NGVD 29 (07/19/86)  379.2    (m)         1244.     (f) VERT ANG       
 FC1686
 FC1686.Superseded values are not recommended for survey control.
 FC1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1686.See file dsdata.txt to determine how the superseded data were derived.
 FC1686
 FC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3670669195(NAD 83)
 FC1686_MARKER: DS = TRIANGULATION STATION DISK
 FC1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1686
 FC1686  HISTORY     - Date     Condition        Report By
 FC1686  HISTORY     - 1934     MONUMENTED       CGS
 FC1686  HISTORY     - 1936     GOOD             CGS
 FC1686  HISTORY     - 1961     GOOD             CGS
 FC1686
 FC1686                          STATION DESCRIPTION
 FC1686
 FC1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1686'ABOUT 6 MILES NORTHWEST OF LENOIR CITY, ON PROPERTY OWNED BY FLOYD
 FC1686'HARVEY AND TENANTED BY ROBERT WHITE. TO REACH FROM JUNCTION OF
 FC1686'ROUTES 70 AND 95 AT EATONS CROSSROADS, FOLLOW ROUTE 70 WEST 5.25
 FC1686'MILES (OR 2.45 MILES PAST COUNTY-LINE MARKER) TO BOTTOM OF
 FC1686'GRADE, T-ROAD LEFT AND OLD FRAME HOUSE (HOME OF ROBERT WHITE) JUST
 FC1686'BEYOND POINT WHERE TRANSMISSION LINE CROSSES HIGHWAY. STATION IS 300
 FC1686'YARDS UP HILL TO EAST, IN GROUP OF FRUIT TREES ON CULTIVATED HILL AT
 FC1686'HEADS OF CAVE AND PAWPAW CREEKS, ABOUT 100 YARDS SOUTH OF U.S. ROUTE
 FC1686'70, 50 YARDS NORTH OF TRANSMISSION LINE, 23 FEET WEST OF 36-INCH
 FC1686'CHERRY TREE, AND 45.5 FEET WEST-SOUTHWEST OF 30-INCH TRIANGLE-BLAZED
 FC1686'CHERRY TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FC1686'DISKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FC1686'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS 32
 FC1686'FEET SOUTH OF TELEPHONE LINE, 9 FEET NORTH OF CENTER OF DIM ROAD TO
 FC1686'STATION, ON DOWN SLOPE OF HILL, AND 119.8 FEET FROM STATION IN
 FC1686'N 41 DEG 33 MIN E. NO. 2 IS 70 FEET SOUTH OF TELEPHONE LINE, AT
 FC1686'NORTH EDGE OF CULTIVATED FIELD, AND 86.84 FEET FROM STATION IN
 FC1686'N 33 DEG 40 MIN W. AZIMUTH MARK IS 60 YARDS SOUTHWEST OF S.W.
 FC1686'WALLERS HOME, ON SOUTH SIDE OF U.S. ROUTE 70, IN EDGE OF CULTIVATED
 FC1686'FIELD, ABOUT 6 FEET HIGHER THAN ROAD, AND ABOUT 0.7 MILE FROM
 FC1686'STATION. AZIMUTH FROM STATION TO
 FC1686'WHITE SCHOOL, SPIRE, DISTANT 1-1/2 MILES, N 16 DEG 26 MIN W.
 FC1686
 FC1686                          STATION RECOVERY (1936)
 FC1686
 FC1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WMG)
 FC1686'ABOUT 4.0 MILES NW ALONG STATE HIGHWAY 95 FROM THE SOUTHERN RAILWAY
 FC1686'STATION AT LENOIR CITY, LOUDON COUNTY, THENCE ABOUT 4.4 MILES W
 FC1686'ALONG U.S. HIGHWAY 70, ABOUT 1.3 MILES W OF THE ROANE-LOUDON COUNTY
 FC1686'LINE, ABOUT 0.7 MILE W OF THE CARDWELL CHAPEL METHODIST CHURCH,
 FC1686'ABOUT 1.1 MILES E OF THE CROSSING OF A POWER-TRANSMISSION LINE, ABOUT
 FC1686'150 YARDS SE OF A SINCLAIR SERVICE STATION, ABOUT 70 YARDS N
 FC1686'OF A GREEN BUNGALOW AT THE TOP OF A HILL, ABOUT 45 YARDS NW OF THE
 FC1686'PAVEMENT OPPOSITE THE CENTER OF THE S.W. WALTER WHITE BUNGALOW, IN
 FC1686'LINE WITH THE END OF A FENCE, NEAR THE EDGE OF A BANK, ABOUT 9 YARDS
 FC1686'S OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 FC1686'ROADWAY. A BRONZE AZIMUTH DISK, STAMPED CAVE AZI. 1934 AND SET
 FC1686'IN THE TOP OF A CONCRETE POST, (348.819 METERS OR 1144.417 FEET.)
 FC1686
 FC1686                          STATION RECOVERY (1961)
 FC1686
 FC1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1686'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 FC1686'GOOD CONDITION. REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FC1686'WERE SEARCHED FOR BUT WERE NOT FOUND AND WERE PRESUMED DESTROYED BY A
 FC1686'BULLDOZER. THIS PARTY ESTABLISHED REFERENCE MARK NO. 3 AND
 FC1686'REFERENCE MARK NO. 4. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1686'
 FC1686'THE STATION IS LOCATED ON THE PROPERTY OF MR. GEORGE HUNTER, ABOUT 8
 FC1686'MILES EAST OF KINGSTON AND 5 MILES WEST OF EATON CROSSROAD.
 FC1686'
 FC1686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1686'HIGHWAY 95 AT EATON CROSSROAD WHICH IS WEST OF KNOXVILLE ABOUT
 FC1686'24 MILES, GO WESTERLY ON U.S. HIGHWAY 70 FOR 4.15 MILES TO MR. R.J.
 FC1686'MALONES MAIL BOX AND RESIDENCE ON THE RIGHT, JUST PAST A PURE
 FC1686'SERVICE STATION AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FC1686'CONTINUE WESTERLY ON U.S.  HIGHWAY 70 FOR 0.85 MILE TO A CURVE TO
 FC1686'THE RIGHT AND A DRIVEWAY STRAIGHT AHEAD, THIS IS JUST PAST A SHELL
 FC1686'SERVICE STATION, FOLLOW THE DRIVEWAY 0.1 MILE UP THE HILL TO
 FC1686'MR. GEORGE HUNTERS RESIDENCE AND THE STATION.
 FC1686'
 FC1686'THE STATION MARK IS A STANDARD DISK, STAMPED CAVE 1934, SET IN A
 FC1686'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES. IT IS 43.2 FEET NORTH OF
 FC1686'THE SOUTHWEST CORNER OF MR. GEORGE HUNTERS RESIDENCE, 18.9 FEET
 FC1686'SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE AND 9 FEET EAST OF A
 FC1686'12-INCH WALNUT TREE.
 FC1686'
 FC1686'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CAVE NO 3 1934, SET
 FC1686'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH. IT IS 111.5 FEET
 FC1686'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 100 FEET NORTH OF THE
 FC1686'NORTH LEG OF A STEEL POWER LINE TOWER, 96.2 FEET WEST OF THE
 FC1686'SOUTHWEST CORNER OF THE HOUSE AND 12 FEET WEST OF THE CENTER OF THE
 FC1686'DRIVEWAY.
 FC1686'
 FC1686'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CAVE NO 4 1934, SET
 FC1686'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH. IT IS 74.1 FEET
 FC1686'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 62 FEET NORTH OF THE
 FC1686'NORTHWEST CORNER OF THE HOUSE, 23.5 FEET NORTHWEST OF THE NORTHWEST
 FC1686'CORNER OF GARAGE DRIVEWAY WALL AND 3 FEET SOUTHWEST OF A 20-INCH
 FC1686'WALNUT TREE.
 FC1686'
 FC1686'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED CAVE AZI 1934,
 FC1686'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 129 FEET SOUTH OF
 FC1686'THE SOUTHEAST CORNER OF MR. R.J. MALONES RESIDENCE, 29 FEET SOUTH OF
 FC1686'THE CENTER OF U.S. HIGHWAY 70, 27 FEET NORTH OF A POWER LINE POLE
 FC1686'AND 3.6 FEET EAST OF A FENCE CORNER POST. THE AZIMUTH MARK
 FC1686'IS ALSO A BENCH MARK.
 FC1686'
 FC1686'HEIGHT OF LIGHT ABOVE STATION MARK 5.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0140 ***********************************************************************
 FC0140  DESIGNATION -  CAVE AZ MK
 FC0140  PID         -  FC0140
 FC0140  STATE/COUNTY-  TN/ROANE
 FC0140  USGS QUAD   -  LENOIR CITY (1986)
 FC0140
 FC0140                         *CURRENT SURVEY CONTROL
 FC0140  ___________________________________________________________________
 FC0140* NAD 83(1986)-  35 50 12.     (N)    084 21 55.     (W)     SCALED    
 FC0140* NAVD 88     -       348.710  (meters)    1144.06   (feet)  ADJUSTED  
 FC0140  ___________________________________________________________________
 FC0140  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0140  DYNAMIC HT  -         348.376 (meters)    1142.96  (feet)  COMP
 FC0140  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 FC0140
 FC0140  VERT ORDER  -  SECOND    CLASS 0
 FC0140
 FC0140.The horizontal coordinates were scaled from a topographic map and have
 FC0140.an estimated accuracy of +/- 6 seconds.
 FC0140
 FC0140.The orthometric height was determined by differential leveling
 FC0140.and adjusted by the National Geodetic Survey in June 1991..
 FC0140
 FC0140.The geoid height was determined by GEOID03.
 FC0140
 FC0140.The dynamic height is computed by dividing the NAVD 88
 FC0140.geopotential number by the normal gravity value computed on the
 FC0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0140.degrees latitude (g = 980.6199 gals.).
 FC0140
 FC0140.The modeled gravity was interpolated from observed gravity values.
 FC0140
 FC0140;                    North         East    Units  Estimated Accuracy
 FC0140;SPC TN       -   168,030.      747,680.      MT  (+/- 180 meters Scaled)
 FC0140
 FC0140                          SUPERSEDED SURVEY CONTROL
 FC0140
 FC0140  NGVD 29 (??/??/92)  348.819  (m)         1144.42   (f) ADJ UNCH    2 0
 FC0140
 FC0140.Superseded values are not recommended for survey control.
 FC0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0140.See file dsdata.txt to determine how the superseded data were derived.
 FC0140
 FC0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE379690(NAD 83)
 FC0140_MARKER: DZ = AZIMUTH MARK DISK
 FC0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0140_STAMPING: CAVE AZI 1934
 FC0140_MARK LOGO: CGS   
 FC0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0140+STABILITY: SURFACE MOTION
 FC0140
 FC0140  HISTORY     - Date     Condition        Report By
 FC0140  HISTORY     - 1934     MONUMENTED       CGS
 FC0140  HISTORY     - 1936     GOOD             TVA
 FC0140
 FC0140                          STATION DESCRIPTION
 FC0140
 FC0140'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0140'4 MI NW FROM LENOIR CITY.
 FC0140'IN ROANE COUNTY, 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95
 FC0140'FROM THE SOUTHERN RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY,
 FC0140'4.4 MILES WEST ALONG U.S. HIGHWAY 70, 1.3 MILES WEST OF THE
 FC0140'ROANE-LOUDON COUNTY LINE, 0.7 MILE WEST OF THE CARDWELL CHAPEL
 FC0140'METHODIST CHURCH, 1.1 MILES EAST OF THE CROSSING OF A
 FC0140'POWER-TRANSMISSION LINE, 150 YARDS SOUTHEAST OF A SINCLAIR
 FC0140'SERVICE STATION, 70 YARDS NORTH OF A GREEN BUNGALOW AT THE
 FC0140'TOP OF A HILL, 45 YARDS NORTHWEST OF THE PAVEMENT OPPOSITE THE
 FC0140'CENTER OF A WHITE BUNGALOW, IN LINE WITH THE END OF A FENCE,
 FC0140'NEAR THE EDGE OF A BANK, 9 YARDS SOUTH OF THE CENTERLINE OF THE
 FC0140'HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 FC0140'AZIMUTH-MARK DISK, STAMPED CAVE AZI. 1934 AND SET IN THE TOP
 FC0140'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2822 ***********************************************************************
 FE2822  DESIGNATION -  CCC
 FE2822  PID         -  FE2822
 FE2822  STATE/COUNTY-  TN/SHELBY
 FE2822  USGS QUAD   -  GERMANTOWN (1997)
 FE2822
 FE2822                         *CURRENT SURVEY CONTROL
 FE2822  ___________________________________________________________________
 FE2822* NAD 83(1986)-  35 01 14.     (N)    089 47 46.     (W)     SCALED    
 FE2822* NAVD 88     -        97.564  (meters)     320.09   (feet)  ADJUSTED  
 FE2822  ___________________________________________________________________
 FE2822  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE2822  DYNAMIC HT  -          97.473 (meters)     319.79  (feet)  COMP
 FE2822  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FE2822
 FE2822  VERT ORDER  -  FIRST     CLASS II
 FE2822
 FE2822.The horizontal coordinates were scaled from a topographic map and have
 FE2822.an estimated accuracy of +/- 6 seconds.
 FE2822
 FE2822.The orthometric height was determined by differential leveling
 FE2822.and adjusted by the National Geodetic Survey in August 1995..
 FE2822
 FE2822.The geoid height was determined by GEOID03.
 FE2822
 FE2822.The dynamic height is computed by dividing the NAVD 88
 FE2822.geopotential number by the normal gravity value computed on the
 FE2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2822.degrees latitude (g = 980.6199 gals.).
 FE2822
 FE2822.The modeled gravity was interpolated from observed gravity values.
 FE2822
 FE2822;                    North         East    Units  Estimated Accuracy
 FE2822;SPC TN       -    82,970.      253,620.      MT  (+/- 180 meters Scaled)
 FE2822
 FE2822                          SUPERSEDED SURVEY CONTROL
 FE2822
 FE2822.No superseded survey control is available for this station.
 FE2822
 FE2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD448788(NAD 83)
 FE2822_MARKER: P = PIPE CAP
 FE2822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2822_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2822_STAMPING: CCC
 FE2822_MARK LOGO: NONE  
 FE2822_PROJECTION: FLUSH
 FE2822_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2822+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2822_ROD/PIPE-DEPTH: 1.0  meters
 FE2822
 FE2822  HISTORY     - Date     Condition        Report By
 FE2822  HISTORY     - 1992     MONUMENTED       MLGW
 FE2822  HISTORY     - 19920114 GOOD             NGS
 FE2822  HISTORY     - 19951012 GOOD             TN1620
 FE2822  HISTORY     - 20021009 POOR             USACE
 FE2822
 FE2822                          STATION DESCRIPTION
 FE2822
 FE2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2822'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2822'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2822'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 11.8 KM (7.35 MI)
 FE2822'WESTERLY ALONG COUNTY ROAD 175, A WELDED POINT ON A PIPE CAP ATTACHED
 FE2822'TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A 7-INCH PVC PIPE FILLED
 FE2822'WITH CONCRETE, 29.7 M (97.4 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 FE2822'11.4 M (37.4 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF HACKS CROSS
 FE2822'ROAD, 2.4 M (7.9 FT) WEST OF A 24-INCH SWEET GUM TREE, AND 2.2 M
 FE2822'(7.2 FT) NORTH OF A UTILITY POLE WITH UTILITY JUNCTION BOX NUMBER F
 FE2822'4061 HC ATTACHED.
 FE2822
 FE2822                          STATION RECOVERY (1995)
 FE2822
 FE2822'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2822'RECOVERED IN GOOD CONDITION.
 FE2822
 FE2822                          STATION RECOVERY (2002)
 FE2822
 FE2822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2822'MARK DESTROYED. HWY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0055 ***********************************************************************
 FC0055  DESIGNATION -  CD 23
 FC0055  PID         -  FC0055
 FC0055  STATE/COUNTY-  TN/LOUDON
 FC0055  USGS QUAD   -  LENOIR CITY (1986)
 FC0055
 FC0055                         *CURRENT SURVEY CONTROL
 FC0055  ___________________________________________________________________
 FC0055* NAD 83(1986)-  35 45 34.     (N)    084 18 59.     (W)     SCALED    
 FC0055* NAVD 88     -       256.376  (meters)     841.13   (feet)  ADJUSTED  
 FC0055  ___________________________________________________________________
 FC0055  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0055  DYNAMIC HT  -         256.131 (meters)     840.32  (feet)  COMP
 FC0055  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FC0055
 FC0055  VERT ORDER  -  FIRST     CLASS I
 FC0055
 FC0055.The horizontal coordinates were scaled from a topographic map and have
 FC0055.an estimated accuracy of +/- 6 seconds.
 FC0055
 FC0055.The orthometric height was determined by differential leveling
 FC0055.and adjusted by the National Geodetic Survey in June 1991..
 FC0055
 FC0055.The geoid height was determined by GEOID03.
 FC0055
 FC0055.The dynamic height is computed by dividing the NAVD 88
 FC0055.geopotential number by the normal gravity value computed on the
 FC0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0055.degrees latitude (g = 980.6199 gals.).
 FC0055
 FC0055.The modeled gravity was interpolated from observed gravity values.
 FC0055
 FC0055;                    North         East    Units  Estimated Accuracy
 FC0055;SPC TN       -   159,540.      752,250.      MT  (+/- 180 meters Scaled)
 FC0055
 FC0055                          SUPERSEDED SURVEY CONTROL
 FC0055
 FC0055  NGVD 29 (??/??/92)  256.480  (m)          841.47   (f) ADJ UNCH    1 1
 FC0055
 FC0055.Superseded values are not recommended for survey control.
 FC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0055.See file dsdata.txt to determine how the superseded data were derived.
 FC0055
 FC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE426605(NAD 83)
 FC0055_MARKER: DD = SURVEY DISK
 FC0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0055_STAMPING: CD 23 1935
 FC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0055+STABILITY: SURFACE MOTION
 FC0055
 FC0055  HISTORY     - Date     Condition        Report By
 FC0055  HISTORY     - 1935     MONUMENTED       TVA
 FC0055  HISTORY     - 1968     GOOD             NGS
 FC0055
 FC0055                          STATION DESCRIPTION
 FC0055
 FC0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0055'1.6 MI NE FROM LOUDON.
 FC0055'ABOUT 1.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0055'STATION AT LOUDON, ABOUT 0.2 MILE (36 RAILS) NORTHEAST OF U.S.
 FC0055'HIGHWAY 11 OVERPASS OVER THE TRACK, ABOUT 0.1 MILE NORTHEAST OF
 FC0055'MILEPOST 158, AT AN ABANDONED FARM ROAD CROSSING, 68 1/2 FEET
 FC0055'NORTH OF THE NORTHEAST POST FOR A METAL GATE IN THE FENCE LINE
 FC0055'SOUTHEAST OF THE TRACK, 12.4 FEET SOUTHEAST OF THE SOUTHEAST
 FC0055'RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 FC0055'TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0599 ***********************************************************************
 GC0599  DESIGNATION -  CECILIA
 GC0599  PID         -  GC0599
 GC0599  STATE/COUNTY-  TN/DAVIDSON
 GC0599  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0599
 GC0599                         *CURRENT SURVEY CONTROL
 GC0599  ___________________________________________________________________
 GC0599* NAD 83(1995)-  36 11 08.32688(N)    086 48 02.92094(W)     ADJUSTED  
 GC0599* NAVD 88     -       159.591  (meters)     523.59   (feet)  ADJUSTED  
 GC0599  ___________________________________________________________________
 GC0599  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GC0599  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0599  DYNAMIC HT  -         159.455 (meters)     523.15  (feet)  COMP
 GC0599  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GC0599
 GC0599  HORZ ORDER  -  SECOND
 GC0599  VERT ORDER  -  SECOND    CLASS 0
 GC0599
 GC0599.The horizontal coordinates were established by classical geodetic methods
 GC0599.and adjusted by the National Geodetic Survey in April 1999..
 GC0599
 GC0599.The orthometric height was determined by differential leveling
 GC0599.and adjusted by the National Geodetic Survey in June 1991..
 GC0599
 GC0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0599
 GC0599.The geoid height was determined by GEOID03.
 GC0599
 GC0599.The dynamic height is computed by dividing the NAVD 88
 GC0599.geopotential number by the normal gravity value computed on the
 GC0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0599.degrees latitude (g = 980.6199 gals.).
 GC0599
 GC0599.The modeled gravity was interpolated from observed gravity values.
 GC0599
 GC0599;                    North         East     Units Scale Factor Converg.
 GC0599;SPC TN       -   205,808.755   527,968.671   MT  0.99996717   -0 28 07.8
 GC0599;SPC TN       -   675,224.22  1,732,177.21   sFT  0.99996717   -0 28 07.8
 GC0599;UTM  16      - 4,004,558.048   517,910.238   MT  0.99960395   +0 07 03.4
 GC0599
 GC0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0599!SPC TN       -   0.99997956  x   0.99996717  =   0.99994673
 GC0599!UTM  16      -   0.99997956  x   0.99960395  =   0.99958352
 GC0599
 GC0599:                Primary Azimuth Mark                     Grid Az
 GC0599:SPC TN       -  NASHVILLE TV STATION WLAC MAST           007 48 27.0
 GC0599:UTM  16      -  NASHVILLE TV STATION WLAC MAST           007 13 15.8
 GC0599
 GC0599|---------------------------------------------------------------------|
 GC0599| PID    Reference Object                     Distance      Geod. Az  |
 GC0599|                                                           dddmmss.s |
 GC0599| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.2 KM 0072019.2 |
 GC0599| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 2.5 KM 0725922.7 |
 GC0599| GC0598 CECILIA RM 1                         29.176 METERS 07927     |
 GC0599| CG5057 CECILIA AZ MK                                      1342501.4 |
 GC0599| GC2268 NASHVILLE NHA CHEATAM PL STK        APPROX. 1.0 KM 1485452.2 |
 GC0599| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 1.9 KM 1910337.3 |
 GC0599| GC0600 CECILIA RM 2                         26.048 METERS 26856     |
 GC0599| GC2253 CLIFF                               APPROX. 3.0 KM 2972843.1 |
 GC0599|---------------------------------------------------------------------|
 GC0599
 GC0599                          SUPERSEDED SURVEY CONTROL
 GC0599
 GC0599  NAD 83(1995)-  36 11 08.32885(N)    086 48 02.92283(W) AD(       ) 2
 GC0599  NAD 83(1995)-  36 11 08.33102(N)    086 48 02.92323(W) AD(       ) 2
 GC0599  NAD 83(1986)-  36 11 08.33705(N)    086 48 02.92406(W) AD(       ) 2
 GC0599  NAD 27      -  36 11 08.13400(N)    086 48 02.92750(W) AD(       ) 2
 GC0599  NGVD 29 (??/??/92)  159.619  (m)          523.68   (f) ADJ UNCH    2 0
 GC0599
 GC0599.Superseded values are not recommended for survey control.
 GC0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0599.See file dsdata.txt to determine how the superseded data were derived.
 GC0599
 GC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1791004558(NAD 83)
 GC0599_MARKER: DS = TRIANGULATION STATION DISK
 GC0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0599_STAMPING: CECILIA 1959
 GC0599_MARK LOGO: CGS   
 GC0599_PROJECTION: FLUSH
 GC0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0599+STABILITY: SURFACE MOTION
 GC0599
 GC0599  HISTORY     - Date     Condition        Report By
 GC0599  HISTORY     - 1959     MONUMENTED       CGS
 GC0599  HISTORY     - 1960     GOOD             NGS
 GC0599  HISTORY     - 19840425 GOOD             NGS
 GC0599  HISTORY     - 19870808 GOOD             LOCSUR
 GC0599
 GC0599                          STATION DESCRIPTION
 GC0599
 GC0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0599'THE STATION IS LOCATED ON THE ST. CECILIA CONVENT PROPERTY, ABOUT 1.5
 GC0599'MILES NORTH-NORTHWEST OF THE STATE CAPITOL BUILDING AND IN
 GC0599'THE NORTH SECTION OF NASHVILLE.
 GC0599'
 GC0599'TO REACH THE STATION FROM THE INTERSECTION OF 8TH AVENUE N AND
 GC0599'JEFFERSON STREET, GO NORTH ON 8TH AVENUE N FOR 0.85 MILE TO THE
 GC0599'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON 8TH AVENUE N
 GC0599'FOR 0.15 MILE TO CLAY STREET, TURN LEFT ON CLAY STREET AND GO WEST
 GC0599'FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION AS
 GC0599'DESCRIBED.
 GC0599'
 GC0599'STATION MARK IS 130 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE RED
 GC0599'BUILDING, 38 FEET NORTH OF A STONE FENCE AND 26 FEET SOUTHWEST OF
 GC0599'THE SOUTHWEST EDGE OF A CIRCULAR DRIVE.  THE MARK IS SET FLUSH WITH
 GC0599'THE SURFACE OF THE GROUND AND IS STAMPED CECILIA 1959.
 GC0599'
 GC0599'REFERENCE MARK NO. 1 IS 7 FEET NORTH OF STEPS IN THE SIDE WALK AND 1
 GC0599'FOOT EAST OF THE WEST EDGE OF THE SIDEWALK.  THE MARK IS A
 GC0599'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST SIDEWALK LEADING
 GC0599'TO THE CONVENT, SET FLUSH WITH THE SIDEWALK AND IS STAMPED
 GC0599'CECILIA NO 1 1959.
 GC0599'
 GC0599'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE SIDEWALK INTERSECTION.
 GC0599'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN ABOUT THE
 GC0599'CENTER OF THE SIDEWALK, SET FLUSH WITH THE SIDEWALK AND IS STAMPED
 GC0599'CECILIA NO 2 1959.
 GC0599'
 GC0599'AZIMUTH MARK IS 9 FEET NORTHWEST OF A POWERLINE POLE, 5 FEET
 GC0599'NORTHEAST OF A STEEL FENCE CORNER POST AND 4 FEET SOUTH OF THE SOUTH
 GC0599'CURB OF COFFEE STREET.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GC0599'DRILL HOLE IN THE SIDEWALK IN THE SOUTHWEST ANGLE OF THE
 GC0599'INTERSECTION OF 8TH AVENUE N AND COFFEE STREET, SET FLUSH WITH THE
 GC0599'SIDEWALK AND IS STAMPED CECILIA 1959.
 GC0599'
 GC0599'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GC0599
 GC0599                          STATION RECOVERY (1960)
 GC0599
 GC0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0599'AT NASHVILLE.
 GC0599'THE STATION IS LOCATED ON THE ST. CECILIA CONVENT PROPERTY.
 GC0599'TO REACH THE STATION FROM THE INTERSECTION OF 8TH AVENUE N AND
 GC0599'JEFFERSON ST., GO NORTH ON 8TH AVENUE N FOR 1.05 MILE, THEN 0.05
 GC0599'MILE WEST ON CLAY STREET TO A DRIVEWAY ON THE RIGHT.  THE STATION
 GC0599'IS 130 FT. SOUTH OF THE SOUTHWEST CORNER OF A LARGE RED BUILDING,
 GC0599'38 FT. NORTH OF A STONE FENCE AND 26 FT. SOUTHWEST OF THE
 GC0599'SOUTHWEST EDGE OF A CIRCULAR DRIVE, SET IN THE TOP OF A CONCRETE
 GC0599'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0599
 GC0599                          STATION RECOVERY (1984)
 GC0599
 GC0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GC0599'THE STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS
 GC0599'RECENTLY DESTROYED WHEN THE SIDEWALK WAS REMOVED.  THE AZIMUTH MARK
 GC0599'WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY HIGHWAY
 GC0599'CONSTRUCTION.  THE DIRECTION TO RM 2 CHECKED.  THE DISTANCE TO RM 2
 GC0599'DID NOT CHECK AND WAS 0.017 METERS (0.056 FT) LONGER.  AZIMUTH MARK 2
 GC0599'AND RM 3 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 GC0599' 
 GC0599'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF THE CENTER OF
 GC0599'NASHVILLE AND ON THE PROPERTY OF THE SAINT CECILIA CONVENT.  TO REACH
 GC0599'THE STATION FROM THE JUNCTION OF INTERSTATE 265 AND 8TH AVENUE GO
 GC0599'NORTH ON 8TH AVENUE 0.3 KM (0.20 MI) TO DOMINICAN AVENUE, TURN LEFT
 GC0599'AND GO WEST 0.2 KM (0.10 MI) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND
 GC0599'GO SOUTH AND WEST ON THE DRIVEWAY FOR 0.2 KM (0.10 MI) TO THE STATION.
 GC0599'THE STATION IS A STANDARD CGS DISK STAMPED---CECILIA 1959---, SET INTO
 GC0599'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 GC0599'FLUSH WITH GROUND.  THE STATION IS LOCATED 42.7 METERS (140.1 FT)
 GC0599'SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING,
 GC0599'36.0 METERS (118.1 FT) SOUTHWEST FROM A STONE STATUE OF CHRIST, 28.3
 GC0599'METERS (92.8 FT) SOUTHEAST FROM A CAST IRON WATER PUMP WITH A CONCRETE
 GC0599'BASE, 5.2 METERS (17.1 FT) EAST FROM A 0.40 METER (1.31 FT) DIAMETER
 GC0599'LINDEN TREE.
 GC0599' 
 GC0599'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CECILIA NO 2
 GC0599'1959--, SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK. THE STATION
 GC0599'IS LOCATED 20.4 METERS (66.9 FT) EAST FROM A STATUE OF THE VIRGIN MARY
 GC0599'19.2 METERS (63.0 FT) SOUTH FROM A CAST IRON WATER PUMP WITH A
 GC0599'CONCRETE BASE 17.1 METERS (56.1 FT) EAST NORTHEAST FROM A LOW CONCRETE
 GC0599'WALL AT THE EAST EDGE OF A CEMETARY AND 1.4 METERS (4.6 FT) LOWER THAN
 GC0599'THE STATION.
 GC0599' 
 GC0599'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CECILIA 1959 NO 3
 GC0599'1984--, SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK. THE STATION
 GC0599'IS LOCATED 40.8 METERS (133.9 FT) WEST FROM A STATUE OF CHRIST 29.0
 GC0599'METERS (95.1 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER OF A LARGE
 GC0599'BRICK BUILDING 9.8 METERS (32.2 FT) SOUTHEAST FROM A CAST IRON WATER
 GC0599'PUMP WITH A CONCRETE BASE.
 GC0599' 
 GC0599'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED---CECILIA 1959 NO 2
 GC0599'1984---, SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE CURB.  THE
 GC0599'STATION IS LOCATED 26.5 METERS (86.9 FT) SOUTH FROM THE CENTERLINE OF
 GC0599'BUCHANAN STREET, 8.8 METERS (28.9 FT) EAST FROM THE CENTERLINE OF THE
 GC0599'NORTH BOUND LANES OF 8TH AVENUE, 5.8 METERS (19.0 FT) SOUTH FROM THE
 GC0599'CENTERLINE OF A DRIVEWAY, 3.20 METERS (10.50 FT) EAST FROM A POWER
 GC0599'POLE NUMBER 8536-59, 0.55 METERS (1.80 FT) SOUTH FROM THE NORTH END OF
 GC0599'THE CURB.  THE STATION WAS POSITIONED BY TRAVERSE FROM CECILIA 1959.
 GC0599'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF THE CENTER OF
 GC0599'NASHVILLE AND ALONG THE EAST SIDE OF 8TH AVENUE.  TO REACH THE STATION
 GC0599'FROM THE JUNCTION OF INTERSTATE 265 AND 8TH AVENUE GO SOUTH ON 8TH
 GC0599'AVENUE 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT BETWEEN GARFIELD
 GC0599'AND BUCHANAN STREETS.
 GC0599' 
 GC0599'
 GC0599
 GC0599                          STATION RECOVERY (1987)
 GC0599
 GC0599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0598 ***********************************************************************
 GC0598  DESIGNATION -  CECILIA RM 1
 GC0598  PID         -  GC0598
 GC0598  STATE/COUNTY-  TN/DAVIDSON
 GC0598  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0598
 GC0598                         *CURRENT SURVEY CONTROL
 GC0598  ___________________________________________________________________
 GC0598* NAD 83(1986)-  36 11 08.     (N)    086 48 02.     (W)     SCALED    
 GC0598* NAVD 88     -       159.452  (meters)     523.14   (feet)  ADJUSTED  
 GC0598  ___________________________________________________________________
 GC0598  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0598  DYNAMIC HT  -         159.316 (meters)     522.69  (feet)  COMP
 GC0598  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GC0598
 GC0598  VERT ORDER  -  SECOND    CLASS 0
 GC0598
 GC0598.The horizontal coordinates were scaled from a topographic map and have
 GC0598.an estimated accuracy of +/- 6 seconds.
 GC0598
 GC0598.The orthometric height was determined by differential leveling
 GC0598.and adjusted by the National Geodetic Survey in June 1991..
 GC0598
 GC0598.The geoid height was determined by GEOID03.
 GC0598
 GC0598.The dynamic height is computed by dividing the NAVD 88
 GC0598.geopotential number by the normal gravity value computed on the
 GC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0598.degrees latitude (g = 980.6199 gals.).
 GC0598
 GC0598.The modeled gravity was interpolated from observed gravity values.
 GC0598
 GC0598;                    North         East    Units  Estimated Accuracy
 GC0598;SPC TN       -   205,800.      527,990.      MT  (+/- 180 meters Scaled)
 GC0598
 GC0598                          SUPERSEDED SURVEY CONTROL
 GC0598
 GC0598  NGVD 29 (??/??/92)  159.479  (m)          523.22   (f) ADJ UNCH    2 0
 GC0598
 GC0598.Superseded values are not recommended for survey control.
 GC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0598.See file dsdata.txt to determine how the superseded data were derived.
 GC0598
 GC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179045(NAD 83)
 GC0598_MARKER: DR = REFERENCE MARK DISK
 GC0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0598_SP_SET: SIDEWALK
 GC0598_STAMPING: CECILIA NO 1 1959
 GC0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0598
 GC0598  HISTORY     - Date     Condition        Report By
 GC0598  HISTORY     - 1959     MONUMENTED       CGS
 GC0598  HISTORY     - 1960     GOOD             NGS
 GC0598
 GC0598                          STATION DESCRIPTION
 GC0598
 GC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0598'AT NASHVILLE.
 GC0598'THIS MARK IS LOCATED AT THE CECILIA 1959 STATION SITE, 95.2
 GC0598'FT. EAST-NORTHEAST OF THE STATION MARK, 7 FT. NORTH OF THE STEPS
 GC0598'IN THE SIDE WALK AND 1 FT. EAST OF THE WEST EDGE OF THE SIDEWALK,
 GC0598'DRILLED IN THE TOP OF THE WEST SIDEWALK LEADING TO THE CONVENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0600 ***********************************************************************
 GC0600  DESIGNATION -  CECILIA RM 2
 GC0600  PID         -  GC0600
 GC0600  STATE/COUNTY-  TN/DAVIDSON
 GC0600  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0600
 GC0600                         *CURRENT SURVEY CONTROL
 GC0600  ___________________________________________________________________
 GC0600* NAD 83(1986)-  36 11 08.     (N)    086 48 02.     (W)     SCALED    
 GC0600* NAVD 88     -       158.226  (meters)     519.11   (feet)  ADJUSTED  
 GC0600  ___________________________________________________________________
 GC0600  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0600  DYNAMIC HT  -         158.090 (meters)     518.67  (feet)  COMP
 GC0600  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GC0600
 GC0600  VERT ORDER  -  SECOND    CLASS 0
 GC0600
 GC0600.The horizontal coordinates were scaled from a topographic map and have
 GC0600.an estimated accuracy of +/- 6 seconds.
 GC0600
 GC0600.The orthometric height was determined by differential leveling
 GC0600.and adjusted by the National Geodetic Survey in June 1991..
 GC0600
 GC0600.The geoid height was determined by GEOID03.
 GC0600
 GC0600.The dynamic height is computed by dividing the NAVD 88
 GC0600.geopotential number by the normal gravity value computed on the
 GC0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0600.degrees latitude (g = 980.6199 gals.).
 GC0600
 GC0600.The modeled gravity was interpolated from observed gravity values.
 GC0600
 GC0600;                    North         East    Units  Estimated Accuracy
 GC0600;SPC TN       -   205,800.      527,990.      MT  (+/- 180 meters Scaled)
 GC0600
 GC0600                          SUPERSEDED SURVEY CONTROL
 GC0600
 GC0600  NGVD 29 (??/??/92)  158.253  (m)          519.20   (f) ADJ UNCH    2 0
 GC0600
 GC0600.Superseded values are not recommended for survey control.
 GC0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0600.See file dsdata.txt to determine how the superseded data were derived.
 GC0600
 GC0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179045(NAD 83)
 GC0600_MARKER: DR = REFERENCE MARK DISK
 GC0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0600_SP_SET: SIDEWALK
 GC0600_STAMPING: CECILIA NO 2 1959
 GC0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0600
 GC0600  HISTORY     - Date     Condition        Report By
 GC0600  HISTORY     - 1959     MONUMENTED       CGS
 GC0600  HISTORY     - 1960     GOOD             NGS
 GC0600
 GC0600                          STATION DESCRIPTION
 GC0600
 GC0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0600'AT NASHVILLE.
 GC0600'THIS MARK IS LOCATED AT THE CELILIA 1959 STATION SITE, 85.4 FT.
 GC0600'WEST OF THE STATION MARK, 44 FT. EAST OF THE SIDEWALK INTERSECTION,
 GC0600'DRILLED IN ABOUT THE CENTER OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2767 ***********************************************************************
 GC2767  DESIGNATION -  CECILIA RM 3
 GC2767  PID         -  GC2767
 GC2767  STATE/COUNTY-  TN/DAVIDSON
 GC2767  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2767
 GC2767                         *CURRENT SURVEY CONTROL
 GC2767  ___________________________________________________________________
 GC2767* NAD 83(1986)-  36 11 08.     (N)    086 48 02.     (W)     SCALED    
 GC2767* NAVD 88     -       159.62   (meters)     523.7    (feet)  RESET     
 GC2767  ___________________________________________________________________
 GC2767  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC2767
 GC2767  VERT ORDER  -  THIRD
 GC2767
 GC2767.The horizontal coordinates were scaled from a topographic map and have
 GC2767.an estimated accuracy of +/- 6 seconds.
 GC2767
 GC2767.The orthometric height was computed from unverified reset data.
 GC2767.No vertical observational check was made to the station.
 GC2767
 GC2767.The geoid height was determined by GEOID03.
 GC2767
 GC2767;                    North         East    Units  Estimated Accuracy
 GC2767;SPC TN       -   205,800.      527,990.      MT  (+/- 180 meters Scaled)
 GC2767
 GC2767                          SUPERSEDED SURVEY CONTROL
 GC2767
 GC2767  NGVD 29 (10/12/01)  159.64   (m)          523.8    (f) RESET       3  
 GC2767
 GC2767.Superseded values are not recommended for survey control.
 GC2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2767.See file dsdata.txt to determine how the superseded data were derived.
 GC2767
 GC2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179045(NAD 83)
 GC2767_MARKER: DR = REFERENCE MARK DISK
 GC2767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC2767_SP_SET: SIDEWALK
 GC2767_STAMPING: CECILIA 1959 NO 3 1984
 GC2767_MARK LOGO: NGS   
 GC2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2767
 GC2767  HISTORY     - Date     Condition        Report By
 GC2767  HISTORY     - 1984     MONUMENTED       NGS
 GC2767
 GC2767                          STATION DESCRIPTION
 GC2767
 GC2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2767'IN NASHVILLE.
 GC2767'0.3 KM (0.20 MI) NORTH ALONG 8TH AVENUE FROM THE JUNCTION WITH
 GC2767'INTERSTATE 265 THEN WEST ON DOMINICAN AVE 0.15 KM (0.10 MI) TO A
 GC2767'DRIVEWAY ON THE LEFT, THEN SOUTH AND WEST 0.15 KM (0.10 MI) ON THE
 GC2767'DRIVEWAY, 40.8 M (133.9 FT) WEST FROM A STATUE OF CHRIST, 29.0 M
 GC2767'(95.1 FT) SOUTH FROM THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING,
 GC2767'9.8 M (32.2 FT) SOUTHEAST OF A CAST IRON WATER PUMP WITH A CONCRETE
 GC2767'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0249 ***********************************************************************
 GC0249  DESIGNATION -  CEDAR
 GC0249  PID         -  GC0249
 GC0249  STATE/COUNTY-  TN/WILSON
 GC0249  USGS QUAD   -  MARTHA (1975)
 GC0249
 GC0249                         *CURRENT SURVEY CONTROL
 GC0249  ___________________________________________________________________
 GC0249* NAD 83(1995)-  36 10 59.75293(N)    086 25 26.44908(W)     ADJUSTED  
 GC0249* NAVD 88     -       185.636  (meters)     609.04   (feet)  ADJUSTED  
 GC0249  ___________________________________________________________________
 GC0249  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 GC0249  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0249  DYNAMIC HT  -         185.478 (meters)     608.52  (feet)  COMP
 GC0249  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0249
 GC0249  HORZ ORDER  -  SECOND
 GC0249  VERT ORDER  -  SECOND    CLASS 0
 GC0249
 GC0249.The horizontal coordinates were established by classical geodetic methods
 GC0249.and adjusted by the National Geodetic Survey in April 1999..
 GC0249
 GC0249.The orthometric height was determined by differential leveling
 GC0249.and adjusted by the National Geodetic Survey in June 1991..
 GC0249
 GC0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0249
 GC0249.The geoid height was determined by GEOID03.
 GC0249
 GC0249.The dynamic height is computed by dividing the NAVD 88
 GC0249.geopotential number by the normal gravity value computed on the
 GC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0249.degrees latitude (g = 980.6199 gals.).
 GC0249
 GC0249.The modeled gravity was interpolated from observed gravity values.
 GC0249
 GC0249;                    North         East     Units Scale Factor Converg.
 GC0249;SPC TN       -   205,332.410   561,859.398   MT  0.99996692   -0 14 53.6
 GC0249;SPC TN       -   673,661.42  1,843,367.04   sFT  0.99996692   -0 14 53.6
 GC0249;UTM  16      - 4,004,429.193   551,792.173   MT  0.99963305   +0 20 24.2
 GC0249
 GC0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0249!SPC TN       -   0.99997544  x   0.99996692  =   0.99994236
 GC0249!UTM  16      -   0.99997544  x   0.99963305  =   0.99960850
 GC0249
 GC0249:                Primary Azimuth Mark                     Grid Az
 GC0249:SPC TN       -  GALLATIN TVA POWER PLT SW STK            008 16 52.4
 GC0249:UTM  16      -  GALLATIN TVA POWER PLT SW STK            007 41 34.6
 GC0249
 GC0249|---------------------------------------------------------------------|
 GC0249| PID    Reference Object                     Distance      Geod. Az  |
 GC0249|                                                           dddmmss.s |
 GC0249| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.14.8 KM 0080158.8 |
 GC0249| GC0250 CEDAR RM 1                           29.744 METERS 07108     |
 GC0249| CG5061 CEDAR AZ MK                                        1031245.5 |
 GC0249| GC2164 LEEVILLE TX E PLINE MICROWAVE       APPROX. 5.1 KM 1293800.8 |
 GC0249| GC0248 CEDAR RM 2                           24.308 METERS 33635     |
 GC0249|---------------------------------------------------------------------|
 GC0249
 GC0249                          SUPERSEDED SURVEY CONTROL
 GC0249
 GC0249  NAD 83(1995)-  36 10 59.75583(N)    086 25 26.45133(W) AD(       ) 2
 GC0249  NAD 83(1995)-  36 10 59.75791(N)    086 25 26.45319(W) AD(       ) 2
 GC0249  NAD 83(1986)-  36 10 59.76352(N)    086 25 26.45158(W) AD(       ) 2
 GC0249  NAD 27      -  36 10 59.56390(N)    086 25 26.47610(W) AD(       ) 2
 GC0249  NGVD 29 (??/??/92)  185.688  (m)          609.21   (f) ADJ UNCH    2 0
 GC0249
 GC0249.Superseded values are not recommended for survey control.
 GC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0249.See file dsdata.txt to determine how the superseded data were derived.
 GC0249
 GC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5179204429(NAD 83)
 GC0249_MARKER: DE = TRAVERSE STATION DISK
 GC0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0249_STAMPING: CEDAR 1960
 GC0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0249+STABILITY: SURFACE MOTION
 GC0249
 GC0249  HISTORY     - Date     Condition        Report By
 GC0249  HISTORY     - 1960     MONUMENTED       CGS
 GC0249  HISTORY     - 1960     GOOD             CGS
 GC0249
 GC0249                          STATION DESCRIPTION
 GC0249
 GC0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0249'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF LEBANON, 0.6 MILE
 GC0249'SOUTHWEST OF LEEVILLE, ON THE NORTHERN END OF A TIMBERED
 GC0249'RIDGE AND ON MR. H. Y. SULLIVAN PROPERTY.
 GC0249'
 GC0249'TO REACH THE STATION FROM THE METHODIST CHURCH IN LEEVILLE, GO SOUTH
 GC0249'ON GRAVELED ROAD FOR 0.2 MILE TO CROSSROAD, CONTINUE STRAIGHT
 GC0249'AHEAD, SOUTH, FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GC0249'SOUTH FOR 0.1 MILE TO TRACK ROAD AND WOODEN GATE ON THE RIGHT,
 GC0249'TURN RIGHT, WEST, FOR 0.1 MILE TO A WOODEN GATE, PASS THROUGH THE
 GC0249'GATE AND GO NORTHWEST ON THE TRACK ROAD FOR 0.25 MILE TO THE
 GC0249'STATION ON THE LEFT.
 GC0249'
 GC0249'STATION MARK IS 190 FEET EAST OF THE EAST SIDE OF BARN, 87 FEET
 GC0249'SOUTHEAST OF POWERLINE POLE, 38 FEET SOUTHEAST OF THE CENTER OF
 GC0249'TRACK ROAD AND 2.5 FEET NORTHEAST OF A WITNESS SIGN.  THE MARK IS A
 GC0249'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GC0249'STAMPED CEDAR 1960.
 GC0249'
 GC0249'REFERENCE MARK NO. 1 IS 6 FEET NORTH ON THE CENTER OF TRACK ROAD.
 GC0249'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0249'BEDROCK, PROJECTS 2 INCHES, AND IS STAMPED CEDAR NO 1 1960.
 GC0249'
 GC0249'REFERENCE MARK NO. 2 IS 21 FEET EAST OF POWERLINE POLE.  THE MARK IS
 GC0249'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0249'BEDROCK, PROJECTS 2 INCHES, AND IS STAMPED CEDAR NO 2 1960.
 GC0249'
 GC0249'AZIMUTH MARK IS 19 FEET NORTH OF POWERLINE POLE, 16 FEET WEST OF THE
 GC0249'CENTER OF GRAVELED ROAD, 1.6 FEET SOUTH OF WITNESS SIGN AND 1 FOOT
 GC0249'WEST OF WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 GC0249'CONCRETE POST, SET FLUSH, AND IS STAMPED CEDAR 1960.
 GC0249'
 GC0249'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC0249
 GC0249                          STATION RECOVERY (1960)
 GC0249
 GC0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0249'6.8 MI SE FROM MOUNT JULIET.
 GC0249'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE
 GC0249'NORTH ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0249'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILES
 GC0249'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED
 GC0249'ROAD, THEN 3.4 MILES EAST ON INTERSTATE HIGHWAY 40.  THE STATION
 GC0249'MARK IS ON THE CREST OF A SMALL HILL ABOUT 0.1 MILE NORTH OF THE
 GC0249'HIGHWAY, 190 FT. EAST OF THE EAST SIDE OF A BARN, 87 FT.
 GC0249'SOUTHEAST OF A POWER LINE POLE, 38 FT. SOUTHEAST OF THE CENTER OF
 GC0249'A TRACK ROAD, AND 2.5 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK
 GC0249'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2474 ***********************************************************************
 FE2474  DESIGNATION -  CEDAR
 FE2474  PID         -  FE2474
 FE2474  STATE/COUNTY-  TN/HAYWOOD
 FE2474  USGS QUAD   -  HILLVILLE (1959)
 FE2474
 FE2474                         *CURRENT SURVEY CONTROL
 FE2474  ___________________________________________________________________
 FE2474* NAD 83(1995)-  35 24 54.55926(N)    089 11 17.34702(W)     ADJUSTED  
 FE2474* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 FE2474  ___________________________________________________________________
 FE2474  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FE2474  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2474
 FE2474  HORZ ORDER  -  SECOND
 FE2474
 FE2474.The horizontal coordinates were established by classical geodetic methods
 FE2474.and adjusted by the National Geodetic Survey in April 1999..
 FE2474
 FE2474.The orthometric height was scaled from a topographic map.
 FE2474
 FE2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2474
 FE2474.The geoid height was determined by GEOID03.
 FE2474
 FE2474;                    North         East     Units Scale Factor Converg.
 FE2474;SPC TN       -   124,743.614   310,495.518   MT  0.99997496   -1 51 59.3
 FE2474;SPC TN       -   409,263.01  1,018,684.05   sFT  0.99997496   -1 51 59.3
 FE2474;UTM  16      - 3,921,282.882   301,325.258   MT  1.00008645   -1 16 06.4
 FE2474
 FE2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2474!SPC TN       -   0.99998240  x   0.99997496  =   0.99995736
 FE2474!UTM  16      -   0.99998240  x   1.00008645  =   1.00006885
 FE2474
 FE2474:                Primary Azimuth Mark                     Grid Az
 FE2474:SPC TN       -  CEDAR AZ MK                              170 12 11.7
 FE2474:UTM  16      -  CEDAR AZ MK                              169 36 18.8
 FE2474
 FE2474|---------------------------------------------------------------------|
 FE2474| PID    Reference Object                     Distance      Geod. Az  |
 FE2474|                                                           dddmmss.s |
 FE2474| CG3720 CEDAR AZ MK                                        1682012.4 |
 FE2474| CG3721 CEDAR RM 1                           25.011 METERS 17932     |
 FE2474| CG3722 CEDAR RM 2                           25.506 METERS 33521     |
 FE2474|---------------------------------------------------------------------|
 FE2474
 FE2474                          SUPERSEDED SURVEY CONTROL
 FE2474
 FE2474  NAD 83(1995)-  35 24 54.56504(N)    089 11 17.34905(W) AD(       ) 2
 FE2474  NAD 83(1986)-  35 24 54.57109(N)    089 11 17.34755(W) AD(       ) 2
 FE2474  NAD 27      -  35 24 54.28000(N)    089 11 17.10980(W) AD(       ) 2
 FE2474
 FE2474.Superseded values are not recommended for survey control.
 FE2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2474.See file dsdata.txt to determine how the superseded data were derived.
 FE2474
 FE2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0132521283(NAD 83)
 FE2474_MARKER: DS = TRIANGULATION STATION DISK
 FE2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2474
 FE2474  HISTORY     - Date     Condition        Report By
 FE2474  HISTORY     - 1958     MONUMENTED       CGS
 FE2474
 FE2474                          STATION DESCRIPTION
 FE2474
 FE2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2474'THE STATION IS ABOUT 13 MILES SOUTHEAST OF BROWNVILLE, ABOUT 7 MILES
 FE2474'NORTH OF WHITEVILLE AND ON PROPERTY OWNED BY MR. HERMAN
 FE2474'WILKES. IT IS 97 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FRAME
 FE2474'HOUSE, 24 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET
 FE2474'WEST OF A WHITE WITNESS POST AND 12 FEET WEST OF A FENCE. THE
 FE2474'MONUMENT IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED
 FE2474'CEDAR 1958.
 FE2474'
 FE2474'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST EAST OF THE
 FE2474'DEPOT IN WHITEVILLE, GO NORTH ON THE PAVED ROAD FOR 5.65 MILES TO
 FE2474'THE SMALL COMMUNITY OF CEDAR CHAPEL. CONTINUE NORTH AND NORTHWEST ON
 FE2474'THE PAVED ROAD FOR 0.5 MILES TO A FORK. TAKE THE LEFT FORK AND GO
 FE2474'NORTHWEST AND WEST FOR 0.7 MILE ON THE PAVED ROAD TO THE AZIMUTH MARK
 FE2474'ON THE RIGHT AS DESCRIBED. CONTINUE WEST ON THE PAVED ROAD FOR
 FE2474'0.15 MILE TO A GRAVELED SIDE ROAD RIGHT. TURN RIGHT ON THE GRAVELED
 FE2474'ROAD AND GO NORTH FOR 0.35 MILE TO A HOUSE ON THE RIGHT AND THE
 FE2474'STATION ON THE LEFT AS DESCRIBED.
 FE2474'
 FE2474'REFERENCE MARK 1 IS 7 FEET SOUTH OF A 6 INCH OAK TREE, 5 FEET WEST OF
 FE2474'A CUT-BANK AND 5 FEET WEST OF A FENCE. THE MONUMENT PROJECTS
 FE2474'2 INCHES AND THE DISK IS STAMPED CEDAR NO 1 1958.
 FE2474'
 FE2474'REFERENCE MARK 2 IS 8 FEET NORTHWEST OF A 4 INCH OAK TREE AND 1 FOOT
 FE2474'WEST OF THE FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2474'STAMPED CEDAR NO 2 1958.
 FE2474'
 FE2474'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FE2474'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 FE2474'FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CEDAR
 FE2474'1958.
 FE2474'
 FE2474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2198 ***********************************************************************
 GC2198  DESIGNATION -  CEDAR
 GC2198  PID         -  GC2198
 GC2198  STATE/COUNTY-  TN/SUMNER
 GC2198  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2198
 GC2198                         *CURRENT SURVEY CONTROL
 GC2198  ___________________________________________________________________
 GC2198* NAD 83(1995)-  36 20 53.09341(N)    086 42 49.31094(W)     ADJUSTED  
 GC2198* NAVD 88     -       212.2    (meters)     696.     (feet)  VERTCON   
 GC2198  ___________________________________________________________________
 GC2198  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GC2198  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2198
 GC2198  HORZ ORDER  -  THIRD
 GC2198
 GC2198.The horizontal coordinates were established by classical geodetic methods
 GC2198.and adjusted by the National Geodetic Survey in April 1999..
 GC2198
 GC2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2198
 GC2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2198
 GC2198.The geoid height was determined by GEOID03.
 GC2198
 GC2198;                    North         East     Units Scale Factor Converg.
 GC2198;SPC TN       -   223,771.682   535,935.676   MT  0.99998855   -0 25 04.2
 GC2198;SPC TN       -   734,157.59  1,758,315.63   sFT  0.99998855   -0 25 04.2
 GC2198;UTM  16      - 4,022,594.946   525,689.926   MT  0.99960813   +0 10 10.9
 GC2198
 GC2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2198!SPC TN       -   0.99997134  x   0.99998855  =   0.99995989
 GC2198!UTM  16      -   0.99997134  x   0.99960813  =   0.99957948
 GC2198
 GC2198|---------------------------------------------------------------------|
 GC2198| PID    Reference Object                     Distance      Geod. Az  |
 GC2198|                                                           dddmmss.s |
 GC2198| CG5059 CEDAR RM 1                           11.477 METERS 08722     |
 GC2198| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX.10.0 KM 1473732.5 |
 GC2198| GC2201 GOODLETTSVILLE MUN STANDPIPE        APPROX. 2.2 KM 1854549.3 |
 GC2198| GC2199 CEDAR AZ MK                         APPROX. 0.9 KM 2095944.3 |
 GC2198| CG5058 CEDAR AZ MK 2                                      2213625.1 |
 GC2198| GC2354 UNION HILL ATT MW KIA               APPROX. 6.3 KM 2733805.4 |
 GC2198| GC2351 UNION HILL BELL TT MICROWAVE        APPROX. 6.4 KM 2735836.6 |
 GC2198| CG5060 CEDAR RM 2                            9.514 METERS 33339     |
 GC2198|---------------------------------------------------------------------|
 GC2198
 GC2198                          SUPERSEDED SURVEY CONTROL
 GC2198
 GC2198  NAD 83(1995)-  36 20 53.09463(N)    086 42 49.31257(W) AD(       ) 3
 GC2198  NAD 83(1995)-  36 20 53.09855(N)    086 42 49.31366(W) AD(       ) 3
 GC2198  NAD 83(1986)-  36 20 53.10308(N)    086 42 49.31413(W) AD(       ) 3
 GC2198  NAD 27      -  36 20 52.92720(N)    086 42 49.32690(W) AD(       ) 3
 GC2198  NGVD 29 (07/19/86)  212.2    (m)          696.     (f) VERT ANG       
 GC2198
 GC2198.Superseded values are not recommended for survey control.
 GC2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2198.See file dsdata.txt to determine how the superseded data were derived.
 GC2198
 GC2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2569022595(NAD 83)
 GC2198_MARKER: DE = TRAVERSE STATION DISK
 GC2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2198
 GC2198  HISTORY     - Date     Condition        Report By
 GC2198  HISTORY     - 1959     MONUMENTED       CGS
 GC2198  HISTORY     - 1967     GOOD             CGS
 GC2198  HISTORY     - 1969     GOOD             CGS
 GC2198
 GC2198                          STATION DESCRIPTION
 GC2198
 GC2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2198'THE STATION IS LOCATED ON THE WESTERN ONE OF TWO BARE HILLS ON
 GC2198'PROPERTY OWNED BY MR. J. B. JACKSON JR., ABOUT 1.7 MILES NORTH OF
 GC2198'GOODLETTSVILLE AND ABOUT 0.15 MILE EAST OF U. S. HIGHWAY NO. 31 W.
 GC2198'
 GC2198'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETTSVILLE, GO NORTH
 GC2198'ON U. S. HIGHWAY NO. 31 W AND U. S. HIGHWAY NO. 41 FOR 1.3 MILES TO
 GC2198'FORKS AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT AND
 GC2198'GO NORTH ON U. S. HIGHWAY NO. 31 W FOR 0.5 MILE TO A SIDE ROAD ON
 GC2198'THE RIGHT, TURN SHARP RIGHT AND GO SOUTHERLY FOR 0.4 MILE TO A
 GC2198'DRIVEWAY ON THE LEFT AT MR. JACKSON HOME, TURN LEFT AND GO THROUGH
 GC2198'GATE AT SMALL BARN AND GO NORTH FOR 0.05 MILE TO FORKS, TAKE THE
 GC2198'RIGHT FORK AND FOLLOW THE DIM TRACK ROAD UP AND AROUND THE EAST END
 GC2198'OF THE RIDGE FOR 0.5 MILE, TURN LEFT AND GO WESTERLY UP GRADE ALONG
 GC2198'THE TOP OF THE RIDGE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 GC2198'
 GC2198'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 GC2198'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CEDAR
 GC2198'1959.
 GC2198'
 GC2198'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC2198'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED CEDAR 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2198'IS STAMPED CEDAR NO 1 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2198'IS STAMPED CEDAR NO 2 1959.
 GC2198'
 GC2198'AZIMUTH MARK IS LOCATED NEAR THE NORTHERN END OF THE MOST SOUTHERN
 GC2198'TRAFFIC ISLAND, 10 FEET SOUTH OF THE NORTH CURB AND 9 FEET WEST OF
 GC2198'A WITNESS SIGN AT THE EAST CURB.  THE MARK IS SET FLUSH WITH THE
 GC2198'SURFACE OF THE GROUND AND IS STAMPED CEDAR 1959.
 GC2198'
 GC2198'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO THE AZIMUTH
 GC2198'MARK.
 GC2198'
 GC2198'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC2198
 GC2198                          STATION RECOVERY (1967)
 GC2198
 GC2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2198'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2198'CONDITION.
 GC2198'
 GC2198'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GC2198'
 GC2198'THE STATION IS LOCATED ON TOP OF THE WESTERN ONE OF TWO BARE HILLS IN
 GC2198'OPEN PASTURE ON THE PROPERTY OF MR. J. B. JACKSON JR., ABOUT 1.7
 GC2198'MILES NORTH OF GOODLETTSVILLE AND ABOUT 0.15 MILE EAST OF U.S.
 GC2198'HIGHWAY 31W.
 GC2198'
 GC2198'TO REACH FROM THE POST OFFICE IN GOODLETTSVILLE, GO NORTH ON U. S.
 GC2198'HIGHWAYS 41 AND 31W FOR 1.3 MILES TO WHERE THE HIGHWAYS
 GC2198'SEPERATE AND THE AZIMUTH MARK ON THE LEFT IN THE GRASSED TRAFFIC
 GC2198'ISLAND SEPARATING THE TWO HIGHWAYS.  HERE CONTINUE NORTH ON U.
 GC2198'S. HIGHWAY 31W FOR 0.5 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN
 GC2198'SHARP RIGHT ON THIS GRAVELED ROAD AND GO SOUTHERLY FOR 0.4 MILE TO A
 GC2198'DRIVEWAY ON THE LEFT LEADING INTO THE JACKSON FARM HOME, TURN LEFT ON
 GC2198'THIS FARM DRIVE AND GO EAST TO A GATE AT THE SOUTHWEST CORNER OF A
 GC2198'SMALL BARN, PASS THROUGH THIS GATE AND CONTINUE NORTHERLY ON A TRACK
 GC2198'ROAD FOR A TOTAL DISTANCE OF ABOUT 0.05 MILE TO A FORK.  HERE KEEP
 GC2198'THE RIGHT FORK AND CONTINUE ON A TRACK ROAD UP AND AROUND THE EAST
 GC2198'END OF THE RIDGE FOR 0.5 MILE, TURN LEFT AND GO WESTERLY UP GRADE FOR
 GC2198'ABOUT 0.2 MILE ACROSS OPEN PASTURE TO THE TOP OF THE WEST ONE OF TWO
 GC2198'HILLS AND THE MARK AS DESCRIBED.
 GC2198'
 GC2198'THE STATION IS 183 FEET NORTH-NORTHWEST OF A 36-INCH HACKBERRY TREE
 GC2198'ON THE SOUTH SLOPE OF THE HILL AND 143 FEET NORTHEAST OF AN
 GC2198'18-INCH CEDAR TREE ON THE SOUTHWEST SLOPE OF THE HILL.  IT IS A
 GC2198'STANDARD DISK SET IN THE TOP OF A 10 INCH, SQUARE, FLUSH,
 GC2198'CONCRETE MONUMENT AND THE DISK IS STAMPED CEDAR 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 1 IS LOCATED ON THE TOP OF THE RIDGE EAST OF THE
 GC2198'STATION AND IS ABOUT THE SAME ELEVATION.  IT IS A STANDARD DISK
 GC2198'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2198'DISK IS STAMPED CEDAR NO 1 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 2 IS LOCATED ON THE TOP OF THE RIDGE NORTHWEST OF
 GC2198'THE STATION AND IS ABOUT THE SAME ELEVATION.  IT IS A STANDARD DISK
 GC2198'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2198'DISK IS STAMPED CEDAR NO 2 1959.
 GC2198'
 GC2198'DUE TO HIGH WINDS AT THE TIME THIS STATION WAS VISITED, NO EFFORT WAS
 GC2198'MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC2198'
 GC2198'THE AZIMUTH MARK IS LOCATED NEAR THE NORTH END OF A GRASSY TRAFFIC
 GC2198'ISLAND THAT SEPARATES U. S. HIGHWAYS 41 AND 31W, 27 FEET SOUTHWEST
 GC2198'OF THE NORTHEAST CORNER OF THE CONCRETE CURB, 23.3 FEET EAST OF THE
 GC2198'NORTHWEST CORNER OF THE CONCRETE CURB, 18.9 FEET SOUTHWEST OF A
 GC2198'METAL WITNESS POST AND SIGN, AND 12.7 FEET SOUTH OF THE NORTH
 GC2198'CONCRETE CURB.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2198'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2198'CEDAR 1959.
 GC2198'
 GC2198'A TELLUROMETER TRAVERSE CONNECTION WAS MADE FROM THIS MARK TO
 GC2198'TRAVERSE STATION CEDAR 1959 WHEN ESTABLISHED.
 GC2198'
 GC2198'THIS WAS NOT AN OCCUPIED STATION.
 GC2198
 GC2198                          STATION RECOVERY (1969)
 GC2198
 GC2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC2198'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2198'RECOVERED AND FOUND IN EXCELLENT CONDITION.  THE AZIMUTH MARK WAS
 GC2198'DESTROYED BY CONSTRUCTION OF A NEW ROUTE SEPERATION INTERCHANGE ALONG
 GC2198'U. S. HIGHWAYS 31W AND 41.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 GC2198'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED.  IN
 GC2198'CHECKING THE ANGLE FOR THE REFERENCE MARKS AS DETERMINED THROUGH
 GC2198'INTERSECTION STATION OLD HICKORY, DUPONT CHECICAL CO. POWER PLANT
 GC2198'STACK (1953 1959) A DISCREPANCY OF -00 DEG 01 MIN 25.4 SEC WAS
 GC2198'NOTED FOR REFERENCE MARK NO. 2 WHILE REFERENCE MARK 1
 GC2198'CHECKED WELL WITHIN THE ALLOWABLE.  THE HORIZONTAL MEASURED DISTANCES
 GC2198'BETWEEN THE STATION AND THE REFERENCE MARKS CHECKED THE 1959
 GC2198'MEASUREMENTS FLAT.
 GC2198'
 GC2198'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2198'
 GC2198'THE STATION IS LOCATED ON THE MOST WESTERLY ONE AND LOWEST OF TWO
 GC2198'BARE HILLS IN OPEN PASTURE ON THE PROPERTY OF MR.  J. B. JACKSON
 GC2198'JR., ABOUT 1.7 MILES NORTH OF GOODLETTSVILLE AND ABOUT 0.15 OF A MILE
 GC2198'EAST OF INTERSTATE ROUTE 65.
 GC2198'
 GC2198'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE THREE POINT
 GC2198'INTERSECTION OF U. S. HIGHWAY 31W, TWO MILE PIKE AND LONG HOLLOW PIKE
 GC2198'IN GOODLETTSVILLE, GO SOUTHEASTERLY ON TWO MILE PIKE FOR ABOUT 150
 GC2198'FEET TO LONG HOLLOW PIKE ON THE LEFT.  HERE TURN LEFT ON LONG
 GC2198'HOLLOW PIKE AND GO EASTERLY FOR 1.0 MILE TO LORETTA DRIVE ON THE
 GC2198'LEFT, TURN LEFT ON LORETTA DRIVE AND GO NORTHERLY FOR 1.0 MILE TO THE
 GC2198'END OF THE STREET AND A GATE INTO A PASTURE.  PASS THROUGH THIS GATE
 GC2198'AND BEAR EASTERLY ON A TRACK ROAD FOR 0.2 OF A MILE TO A GATE,
 GC2198'PASS THROUGH THIS GATE AND CONTINUE EASTERLY ALONG THE SOUTH SIDE OF
 GC2198'A FENCE FOR 0.2 OF A MILE TO A GATE ON THE LEFT.  HERE TURN LEFT,
 GC2198'PASSING THROUGH THIS GATE AND CONTINUE ON MEANDERING TRACK
 GC2198'ROAD NORTHERLY UPHILL FOR 0.25 OF A MILE TO A GATE ON THE LEFT IN A
 GC2198'NORTH-SOUTH FENCE LINE.  TURN LEFT, PASSING THROUGH THIS GATE AND
 GC2198'PICK WAY NORTHWEST ACROSS OPEN PASTURE TO THE TOP OF THE HIGHEST
 GC2198'KNOLL, THENCE SOUTHWESTERLY ACROSS A SADDLE TO THE TOP OF
 GC2198'THE LOWER KNOLL FOR A TOTAL DISTANCE OF ABOUT 0.35 OF A MILE AND THE
 GC2198'STATION AS DESCRIBED.
 GC2198'
 GC2198'THE STATION IS 183 FEET NORTH-NORTHWEST OF A 38-INCH HACKBERRY TREE
 GC2198'ON THE SOUTH SLOPE OF THE HILL, 143 FEET NORTHEAST OF AN 18-INCH
 GC2198'CEDAR TREE ON THE SOUTHWEST SLOPE OF THE HILL, 32 FEET SOUTHEAST OF A
 GC2198'SMALL CLUMP OF HONEY LOCUST, AND 0.8 OF A FOOT WEST OF A METAL
 GC2198'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2198'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2198'STAMPED CEDAR 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 1 IS LOCATED ON THE TOP OF THE RIDGE EAST OF THE
 GC2198'STATION, 37 FEET EAST OF THE METAL WITNESS POST AND SIGN AND ABOUT
 GC2198'THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN
 GC2198'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2198'DISK IS STAMPED CEDAR NO 1 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 2 IS LOCATED ON THE TOP OF THE RIDGE NORTHWEST OF
 GC2198'THE STATION, 31 FEET NORTHWEST OF THE METAL WITNESS POST AND SIGN, 2
 GC2198'FEET SOUTHEAST OF THE SMALL CLUMP OF HONEY LOCUST, AND ABOUT THE SAME
 GC2198'ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN THE
 GC2198'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2198'STAMPED CEDAR NO 2 1959.
 GC2198'
 GC2198'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2198'REFERENCE MARK NO. 2 IS 57.76 FEET-17.605 METERS.
 GC2198'
 GC2198'THE AZIMUTH MARK IS SET NEAR THE EAST END OF THE EAST ABUTMENT OF THE
 GC2198'SOUTH HANDRAIL CONCRETE BANISTER HEAD OF THE U. S.  HIGHWAY 31W
 GC2198'OVERPASS ACROSS U. S. HIGHWAY 41, 23.5 FEET SOUTH OF THE APPROXIMATE
 GC2198'CENTER OF THE HIGHWAY, 5.5 FEET WEST OF THE EAST END OF THE
 GC2198'CONCRETE BANISTER HEAD, 3 FEET ABOVE THE HIGHWAY, AND 0.6 OF A FOOT
 GC2198'EAST OF THE WEST END OF THE CONCRETE BANISTER HEAD.  IT IS A
 GC2198'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 GC2198'BANISTER HEAD AND THE DISK IS STAMPED CEDAR 1959 1969.
 GC2198'
 GC2198'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC LIGHT AT THE THREE POINT
 GC2198'INTERSECTION OF U. S. HIGHWAY 31W, TWO MILE PIKE AND LONG HOLLOW PIKE
 GC2198'IN GOODLETTSVILLE, GO NORTHERLY ON U.S. HIGHWAYS 31W AND 41 FOR 1.4
 GC2198'MILES TO WHERE THE ROUTES SEPERATE AT THE OVERPASS AND THE
 GC2198'AZIMUTH MARK AS DESCRIBED.
 GC2198'
 GC2198'NOTE- FROM THE GATE MENTIONED AT THE NORTH END OF LORETTA DRIVE IN
 GC2198'THE STATION TO-REACH THE STATION SHOULD NOT BE DRIVEN TO IN WET
 GC2198'WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0251 ***********************************************************************
 GC0251  DESIGNATION -  CEDAR AZ MK
 GC0251  PID         -  GC0251
 GC0251  STATE/COUNTY-  TN/WILSON
 GC0251  USGS QUAD   -  MARTHA (1975)
 GC0251
 GC0251                         *CURRENT SURVEY CONTROL
 GC0251  ___________________________________________________________________
 GC0251* NAD 83(1986)-  36 10 56.     (N)    086 25 11.     (W)     SCALED    
 GC0251* NAVD 88     -       175.740  (meters)     576.57   (feet)  ADJUSTED  
 GC0251  ___________________________________________________________________
 GC0251  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0251  DYNAMIC HT  -         175.592 (meters)     576.09  (feet)  COMP
 GC0251  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GC0251
 GC0251  VERT ORDER  -  SECOND    CLASS 0
 GC0251
 GC0251.The horizontal coordinates were scaled from a topographic map and have
 GC0251.an estimated accuracy of +/- 6 seconds.
 GC0251
 GC0251.The orthometric height was determined by differential leveling
 GC0251.and adjusted by the National Geodetic Survey in June 1991..
 GC0251
 GC0251.The geoid height was determined by GEOID03.
 GC0251
 GC0251.The dynamic height is computed by dividing the NAVD 88
 GC0251.geopotential number by the normal gravity value computed on the
 GC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0251.degrees latitude (g = 980.6199 gals.).
 GC0251
 GC0251.The modeled gravity was interpolated from observed gravity values.
 GC0251
 GC0251;                    North         East    Units  Estimated Accuracy
 GC0251;SPC TN       -   205,220.      562,250.      MT  (+/- 180 meters Scaled)
 GC0251
 GC0251                          SUPERSEDED SURVEY CONTROL
 GC0251
 GC0251  NGVD 29 (??/??/92)  175.794  (m)          576.75   (f) ADJ UNCH    2 0
 GC0251
 GC0251.Superseded values are not recommended for survey control.
 GC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0251.See file dsdata.txt to determine how the superseded data were derived.
 GC0251
 GC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF521043(NAD 83)
 GC0251_MARKER: DZ = AZIMUTH MARK DISK
 GC0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0251_STAMPING: CEDAR 1960
 GC0251_MARK LOGO: CGS   
 GC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0251+STABILITY: SURFACE MOTION
 GC0251
 GC0251  HISTORY     - Date     Condition        Report By
 GC0251  HISTORY     - 1960     MONUMENTED       CGS
 GC0251
 GC0251                          STATION DESCRIPTION
 GC0251
 GC0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0251'7.2 MI SE FROM MOUNT JULIET.
 GC0251'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0251'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0251'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILES
 GC0251'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED ROAD,
 GC0251'THEN 3.7 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION
 GC0251'OF A GRAVELED ROAD.  THE MARK IS 0.1 MILE NORTH OF A TRACK ROAD, ABOUT
 GC0251'100 YARDS SOUTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY
 GC0251'40, 19 FT. NORTH OF A POWER LINE POLE, 16 FT. WEST OF THE CENTER OF
 GC0251'A GRAVELED ROAD, 1.6 FT. SOUTH OF A WITNESS SIGN, AND 1 FT. WEST
 GC0251'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GC0251'IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS ABOUT 1.4 MILES
 GC0251'WEST ON INTERSTATE HIGHWAY 40 FROM B.M. M 226.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0250 ***********************************************************************
 GC0250  DESIGNATION -  CEDAR RM 1
 GC0250  PID         -  GC0250
 GC0250  STATE/COUNTY-  TN/WILSON
 GC0250  USGS QUAD   -  MARTHA (1975)
 GC0250
 GC0250                         *CURRENT SURVEY CONTROL
 GC0250  ___________________________________________________________________
 GC0250* NAD 83(1986)-  36 10 59.     (N)    086 25 26.     (W)     SCALED    
 GC0250* NAVD 88     -       185.320  (meters)     608.00   (feet)  ADJUSTED  
 GC0250  ___________________________________________________________________
 GC0250  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0250  DYNAMIC HT  -         185.163 (meters)     607.49  (feet)  COMP
 GC0250  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0250
 GC0250  VERT ORDER  -  SECOND    CLASS 0
 GC0250
 GC0250.The horizontal coordinates were scaled from a topographic map and have
 GC0250.an estimated accuracy of +/- 6 seconds.
 GC0250
 GC0250.The orthometric height was determined by differential leveling
 GC0250.and adjusted by the National Geodetic Survey in June 1991..
 GC0250
 GC0250.The geoid height was determined by GEOID03.
 GC0250
 GC0250.The dynamic height is computed by dividing the NAVD 88
 GC0250.geopotential number by the normal gravity value computed on the
 GC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0250.degrees latitude (g = 980.6199 gals.).
 GC0250
 GC0250.The modeled gravity was interpolated from observed gravity values.
 GC0250
 GC0250;                    North         East    Units  Estimated Accuracy
 GC0250;SPC TN       -   205,310.      561,870.      MT  (+/- 180 meters Scaled)
 GC0250
 GC0250                          SUPERSEDED SURVEY CONTROL
 GC0250
 GC0250  NGVD 29 (??/??/92)  185.373  (m)          608.18   (f) ADJ UNCH    2 0
 GC0250
 GC0250.Superseded values are not recommended for survey control.
 GC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0250.See file dsdata.txt to determine how the superseded data were derived.
 GC0250
 GC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF518044(NAD 83)
 GC0250_MARKER: DR = REFERENCE MARK DISK
 GC0250_SETTING: 66 = SET IN ROCK OUTCROP
 GC0250_SP_SET: BEDROCK
 GC0250_STAMPING: CEDAR NO 1 1960
 GC0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0250+STABILITY: POSITION/ELEVATION WELL
 GC0250
 GC0250  HISTORY     - Date     Condition        Report By
 GC0250  HISTORY     - 1960     MONUMENTED       CGS
 GC0250
 GC0250                          STATION DESCRIPTION
 GC0250
 GC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0250'6.8 MI SE FROM MOUNT JULIET.
 GC0250'THIS MARK IS LOCATED AT THE CEDAR 1960 STATION SITE, 97.6 FT.
 GC0250'EAST OF THE STATION MARK AND 6 FT. NORTH OF THE CENTER OF A TRACK
 GC0250'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0250'BEDROCK THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0248 ***********************************************************************
 GC0248  DESIGNATION -  CEDAR RM 2
 GC0248  PID         -  GC0248
 GC0248  STATE/COUNTY-  TN/WILSON
 GC0248  USGS QUAD   -  MARTHA (1975)
 GC0248
 GC0248                         *CURRENT SURVEY CONTROL
 GC0248  ___________________________________________________________________
 GC0248* NAD 83(1986)-  36 10 59.     (N)    086 25 26.     (W)     SCALED    
 GC0248* NAVD 88     -       185.406  (meters)     608.29   (feet)  ADJUSTED  
 GC0248  ___________________________________________________________________
 GC0248  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0248  DYNAMIC HT  -         185.250 (meters)     607.77  (feet)  COMP
 GC0248  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0248
 GC0248  VERT ORDER  -  SECOND    CLASS 0
 GC0248
 GC0248.The horizontal coordinates were scaled from a topographic map and have
 GC0248.an estimated accuracy of +/- 6 seconds.
 GC0248
 GC0248.The orthometric height was determined by differential leveling
 GC0248.and adjusted by the National Geodetic Survey in June 1991..
 GC0248
 GC0248.The geoid height was determined by GEOID03.
 GC0248
 GC0248.The dynamic height is computed by dividing the NAVD 88
 GC0248.geopotential number by the normal gravity value computed on the
 GC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0248.degrees latitude (g = 980.6199 gals.).
 GC0248
 GC0248.The modeled gravity was interpolated from observed gravity values.
 GC0248
 GC0248;                    North         East    Units  Estimated Accuracy
 GC0248;SPC TN       -   205,310.      561,870.      MT  (+/- 180 meters Scaled)
 GC0248
 GC0248                          SUPERSEDED SURVEY CONTROL
 GC0248
 GC0248  NGVD 29 (??/??/92)  185.459  (m)          608.46   (f) ADJ UNCH    2 0
 GC0248
 GC0248.Superseded values are not recommended for survey control.
 GC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0248.See file dsdata.txt to determine how the superseded data were derived.
 GC0248
 GC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF518044(NAD 83)
 GC0248_MARKER: DR = REFERENCE MARK DISK
 GC0248_SETTING: 66 = SET IN ROCK OUTCROP
 GC0248_SP_SET: BEDROCK
 GC0248_STAMPING: CEDAR NO 2 1960
 GC0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0248+STABILITY: POSITION/ELEVATION WELL
 GC0248
 GC0248  HISTORY     - Date     Condition        Report By
 GC0248  HISTORY     - 1960     MONUMENTED       CGS
 GC0248
 GC0248                          STATION DESCRIPTION
 GC0248
 GC0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0248'6.8 MI SE FROM MOUNT JULIET.
 GC0248'THIS MARK IS LOCATED AT THE CEDAR 1960 STATION SITE, 80 FT.
 GC0248'NORTHWEST OF THE STATION MARK AND 21 FT. EAST OF A POWER LINE
 GC0248'POLE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GC0248'THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2194 ***********************************************************************
 GB2194  DESIGNATION -  CELINA
 GB2194  PID         -  GB2194
 GB2194  STATE/COUNTY-  TN/CLAY
 GB2194  USGS QUAD   -  CELINA (1981)
 GB2194
 GB2194                         *CURRENT SURVEY CONTROL
 GB2194  ___________________________________________________________________
 GB2194* NAD 83(1995)-  36 32 16.39461(N)    085 30 26.33838(W)     ADJUSTED  
 GB2194* NAVD 88     -       188.751  (meters)     619.26   (feet)  ADJUSTED  
 GB2194  ___________________________________________________________________
 GB2194  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GB2194  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2194  DYNAMIC HT  -         188.590 (meters)     618.73  (feet)  COMP
 GB2194  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB2194
 GB2194  HORZ ORDER  -  SECOND
 GB2194  VERT ORDER  -  SECOND    CLASS 0
 GB2194
 GB2194.The horizontal coordinates were established by classical geodetic methods
 GB2194.and adjusted by the National Geodetic Survey in April 1999..
 GB2194
 GB2194.The orthometric height was determined by differential leveling
 GB2194.and adjusted by the National Geodetic Survey in June 1991..
 GB2194
 GB2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2194
 GB2194.The geoid height was determined by GEOID03.
 GB2194
 GB2194.The dynamic height is computed by dividing the NAVD 88
 GB2194.geopotential number by the normal gravity value computed on the
 GB2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2194.degrees latitude (g = 980.6199 gals.).
 GB2194
 GB2194.The modeled gravity was interpolated from observed gravity values.
 GB2194
 GB2194;                    North         East     Units Scale Factor Converg.
 GB2194;SPC TN       -   244,711.485   644,119.430   MT  1.00002375   +0 17 18.4
 GB2194;SPC TN       -   802,857.60  2,113,248.50   sFT  1.00002375   +0 17 18.4
 GB2194;SPC KY1Z     - 1,022,731.987 1,521,735.490   MT  1.00017508   +0 08 56.4
 GB2194;SPC KY1Z     - 3,355,413.19  4,992,560.52   sFT  1.00017508   +0 08 56.4
 GB2194;SPC KY S     -   522,728.224   521,732.582   MT  1.00004122   +0 08 49.8
 GB2194;SPC KY S     - 1,714,984.18  1,711,717.65   sFT  1.00004122   +0 08 49.8
 GB2194;UTM  16      - 4,044,647.070   633,616.977   MT  0.99981996   +0 53 19.7
 GB2194
 GB2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2194!SPC TN       -   0.99997516  x   1.00002375  =   0.99999891
 GB2194!SPC KY1Z     -   0.99997516  x   1.00017508  =   1.00015024
 GB2194!SPC KY S     -   0.99997516  x   1.00004122  =   1.00001638
 GB2194!UTM  16      -   0.99997516  x   0.99981996  =   0.99979513
 GB2194
 GB2194|---------------------------------------------------------------------|
 GB2194| PID    Reference Object                     Distance      Geod. Az  |
 GB2194|                                                           dddmmss.s |
 GB2194| GB2195 CELINA RM 1                          13.422 METERS 02309     |
 GB2194| GB2367 CELINA LOT NC 30                    APPROX. 6.4 KM 0292504.9 |
 GB2194| GB2193 CELINA RM 2                          16.807 METERS 18324     |
 GB2194|---------------------------------------------------------------------|
 GB2194
 GB2194                          SUPERSEDED SURVEY CONTROL
 GB2194
 GB2194  NAD 83(1995)-  36 32 16.39534(N)    085 30 26.33882(W) AD(       ) 2
 GB2194  NAD 83(1995)-  36 32 16.40373(N)    085 30 26.34344(W) AD(       ) 2
 GB2194  NAD 83(1986)-  36 32 16.40545(N)    085 30 26.34298(W) AD(       ) 2
 GB2194  NAD 27      -  36 32 16.18418(N)    085 30 26.45159(W) AD(       ) 2
 GB2194  NGVD 29 (??/??/92)  188.860  (m)          619.62   (f) ADJ UNCH    2 0
 GB2194
 GB2194.Superseded values are not recommended for survey control.
 GB2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2194.See file dsdata.txt to determine how the superseded data were derived.
 GB2194
 GB2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3361744647(NAD 83)
 GB2194_MARKER: DE = TRAVERSE STATION DISK
 GB2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2194_STAMPING: CELINA 1966
 GB2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2194+STABILITY: SURFACE MOTION
 GB2194
 GB2194  HISTORY     - Date     Condition        Report By
 GB2194  HISTORY     - 1966     MONUMENTED       TNHD
 GB2194  HISTORY     - 1966     GOOD             TNHD
 GB2194
 GB2194                          STATION DESCRIPTION
 GB2194
 GB2194'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2194'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CELINA.
 GB2194'
 GB2194'TO REACH THE STATION FROM THE POST OFFICE IN CELINA, GO SOUTHERLY ON
 GB2194'STATE ROUTE 52 AND 53 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 GB2194'
 GB2194'THE STATION IS 21 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2194'52 AND 53, 5.6 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND
 GB2194'2 FEET EAST OF A WIRE FENCE. THE SURFACE AND UNDERGROUND MARKS ARE
 GB2194'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2194'ARE STAMPED CELINA 1966. THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2194'BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF AN 8-INCH,
 GB2194'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2194'
 GB2194'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE APPROXIMATE CENTER OF
 GB2194'STATE ROUTE 52 AND 53 AND 2 FEET EAST OF A WIRE FENCE. THE MARK IS A
 GB2194'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2194'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS TAMPED
 GB2194'CELINA RM-1 1966.
 GB2194'
 GB2194'REFERENCE MARK NO. 2 IS 28 FEET SOUTHEAST OF A 36-INCH OAK TREE, 14
 GB2194'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 52 AND 53 AND 10
 GB2194'FEET EAST OF A WIRE FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB2194'DEPARTMENT DISK SET IN THE TOP OF AN 8-INCH, SQUARE, FLUSH,
 GB2194'CONCRETE MONUMENT AND THE DISK IS STAMPED CELINA RM-2 1966.
 GB2194'
 GB2194'THE CELINA MUNICIPAL WATER TANK WILL SERVE AS AN AZIMUTH MARK. THE
 GB2194'TANK IS 24 FEET IN DIAMETER WITH AN 18 FOOT WALL AND IS PAINTED
 GB2194'SILVER. THE CAP AT THE TOP WAS THE POINT OBSERVED.
 GB2194'
 GB2194'TO REACH THE TANK FROM THE COURT HOUSE IN CELINA, GO EASTERLY ON
 GB2194'STATE ROUTE 53 FOR 0.3 MILE TO AN INTERSECTION, TURN RIGHT AND GO
 GB2194'0.25 MILE ON A DEAD END STREET TO A GRAVELED DRIVE ON THE LEFT. TURN
 GB2194'LEFT AND GO ABOUT 150 FEET ON THE GRAVELED DRIVE TO A FENCE. THE
 GB2194'TANK IS ON THE SIDE OF A HILL AND ABOUT 300 FEET SOUTH OF THE FENCE.
 GB2194'
 GB2194'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2194'
 GB2194'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2194
 GB2194                          STATION RECOVERY (1966)
 GB2194
 GB2194'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB2194'1 MI SW FROM CELINA.
 GB2194'FROM THE POST OFFICE IN CELINA, GO SOUTHERLY ON STATE ROUTES
 GB2194'52 AND 53 FOR 0.8 MILE TO THE MARK ON THE RIGHT, 21 FEET WEST
 GB2194'OF THE APPROXIMATE CENTER OF STATE ROUTES 52 AND 53, 5.6 FEET
 GB2194'NORTHEAST OF A METAL WITNESS POST AND SIGN, AND 2 FEET EAST OF
 GB2194'A WIRE FENCE.  THE DISK IS SET IN THE TOP OF AN 8-INCH, SQUARE,
 GB2194'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2367 ***********************************************************************
 GB2367  DESIGNATION -  CELINA LOT NC 30
 GB2367  PID         -  GB2367
 GB2367  STATE/COUNTY-  TN/CLAY
 GB2367  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2367
 GB2367                         *CURRENT SURVEY CONTROL
 GB2367  ___________________________________________________________________
 GB2367* NAD 83(1995)-  36 35 18.33000(N)    085 28 19.10926(W)     ADJUSTED  
 GB2367* NAVD 88     -                                                        
 GB2367  ___________________________________________________________________
 GB2367  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GB2367  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB2367
 GB2367  HORZ ORDER  -  THIRD
 GB2367
 GB2367.The horizontal coordinates were established by classical geodetic methods
 GB2367.and adjusted by the National Geodetic Survey in April 1999..
 GB2367
 GB2367
 GB2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2367
 GB2367.The geoid height was determined by GEOID03.
 GB2367
 GB2367;                    North         East     Units Scale Factor Converg.
 GB2367;SPC TN       -   250,336.203   647,253.937   MT  1.00003497   +0 18 32.9
 GB2367;SPC TN       -   821,311.36  2,123,532.29   sFT  1.00003497   +0 18 32.9
 GB2367;SPC KY1Z     - 1,028,349.850 1,524,884.055   MT  1.00015512   +0 10 14.5
 GB2367;SPC KY1Z     - 3,373,844.47  5,002,890.44   sFT  1.00015512   +0 10 14.5
 GB2367;SPC KY S     -   528,345.251   524,880.930   MT  1.00002946   +0 10 07.0
 GB2367;SPC KY S     - 1,733,412.71  1,722,046.85   sFT  1.00002946   +0 10 07.0
 GB2367;UTM  16      - 4,050,303.206   636,691.676   MT  0.99983020   +0 54 39.4
 GB2367
 GB2367                          SUPERSEDED SURVEY CONTROL
 GB2367
 GB2367  NAD 83(1995)-  36 35 18.33063(N)    085 28 19.10949(W) AD(       ) 4
 GB2367  NAD 83(1995)-  36 35 18.33979(N)    085 28 19.11451(W) AD(       ) 4
 GB2367  NAD 83(1986)-  36 35 18.34135(N)    085 28 19.11394(W) AD(       ) 4
 GB2367  NAD 27      -  36 35 18.12395(N)    085 28 19.22490(W) AD(       ) 3
 GB2367
 GB2367.Superseded values are not recommended for survey control.
 GB2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2367.See file dsdata.txt to determine how the superseded data were derived.
 GB2367
 GB2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3669250303(NAD 83)
 GB2367_MARKER: 57 = LOOKOUT TOWER
 GB2367
 GB2367  HISTORY     - Date     Condition        Report By
 GB2367  HISTORY     - 1966     FIRST OBSERVED   TNHD
 GB2367
 GB2367                          STATION DESCRIPTION
 GB2367
 GB2367'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2367'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF CELINA AND
 GB2367'ABOUT 1 MILE SOUTH OF THE KENTUCKY-TENNESSEE LINE.
 GB2367'
 GB2367'TO REACH THE STATION FROM THE COURT HOUSE IN CELINA, GO EASTERLY ON
 GB2367'STATE ROUTE 53 FOR 1.4 MILES TO A BRIDGE CROSSING THE OBEY RIVER,
 GB2367'CONTINUE EASTERLY AND NORTHERLY ON STATE ROUTE 53 FOR 3.3 MILES TO A
 GB2367'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 1.9 MILES TO A SIDE ROAD
 GB2367'ON THE RIGHT AND A SIGN, FIRE TOWER.  TURN RIGHT AND GO ABOUT 1.5
 GB2367'MILES TO THE TOWER.
 GB2367'
 GB2367'THE TOWER IS A FOUR-LEGGED, STEEL STRUCTURE WITH A METAL CAB AT THE
 GB2367'TOP.  IT IS PAINTED SILVER AND HAS AN OVERALL HEIGHT OF ABOUT 80
 GB2367'FEET.  THE APEX OF THE CAB WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2195 ***********************************************************************
 GB2195  DESIGNATION -  CELINA RM 1
 GB2195  PID         -  GB2195
 GB2195  STATE/COUNTY-  TN/CLAY
 GB2195  USGS QUAD   -  CELINA (1981)
 GB2195
 GB2195                         *CURRENT SURVEY CONTROL
 GB2195  ___________________________________________________________________
 GB2195* NAD 83(1986)-  36 32 16.     (N)    085 30 26.     (W)     SCALED    
 GB2195* NAVD 88     -       187.557  (meters)     615.34   (feet)  ADJUSTED  
 GB2195  ___________________________________________________________________
 GB2195  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2195  DYNAMIC HT  -         187.397 (meters)     614.82  (feet)  COMP
 GB2195  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB2195
 GB2195  VERT ORDER  -  SECOND    CLASS 0
 GB2195
 GB2195.The horizontal coordinates were scaled from a topographic map and have
 GB2195.an estimated accuracy of +/- 6 seconds.
 GB2195
 GB2195.The orthometric height was determined by differential leveling
 GB2195.and adjusted by the National Geodetic Survey in June 1991..
 GB2195
 GB2195.The geoid height was determined by GEOID03.
 GB2195
 GB2195.The dynamic height is computed by dividing the NAVD 88
 GB2195.geopotential number by the normal gravity value computed on the
 GB2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2195.degrees latitude (g = 980.6199 gals.).
 GB2195
 GB2195.The modeled gravity was interpolated from observed gravity values.
 GB2195
 GB2195;                    North         East    Units  Estimated Accuracy
 GB2195;SPC TN       -   244,700.      644,130.      MT  (+/- 180 meters Scaled)
 GB2195
 GB2195                          SUPERSEDED SURVEY CONTROL
 GB2195
 GB2195  NGVD 29 (??/??/92)  187.666  (m)          615.70   (f) ADJ UNCH    2 0
 GB2195
 GB2195.Superseded values are not recommended for survey control.
 GB2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2195.See file dsdata.txt to determine how the superseded data were derived.
 GB2195
 GB2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336446(NAD 83)
 GB2195_MARKER: DR = REFERENCE MARK DISK
 GB2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2195_STAMPING: CELINA RM-1 1966
 GB2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2195+STABILITY: SURFACE MOTION
 GB2195
 GB2195  HISTORY     - Date     Condition        Report By
 GB2195  HISTORY     - 1966     MONUMENTED       TNHD
 GB2195
 GB2195                          STATION DESCRIPTION
 GB2195
 GB2195'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2195'1 MI SW FROM CELINA.
 GB2195'AT THE CELINA 1966 TRAVERSE STATION SITE, 44.03 FEET NORTHEAST
 GB2195'OF THE STATION, 16 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB2195'ROUTES 52 AND 53, AND 2 FEET EAST OF A WIRE FENCE.  THE DISK
 GB2195'IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2193 ***********************************************************************
 GB2193  DESIGNATION -  CELINA RM 2
 GB2193  PID         -  GB2193
 GB2193  STATE/COUNTY-  TN/CLAY
 GB2193  USGS QUAD   -  CELINA (1981)
 GB2193
 GB2193                         *CURRENT SURVEY CONTROL
 GB2193  ___________________________________________________________________
 GB2193* NAD 83(1986)-  36 32 16.     (N)    085 30 26.     (W)     SCALED    
 GB2193* NAVD 88     -       189.794  (meters)     622.68   (feet)  ADJUSTED  
 GB2193  ___________________________________________________________________
 GB2193  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2193  DYNAMIC HT  -         189.632 (meters)     622.15  (feet)  COMP
 GB2193  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB2193
 GB2193  VERT ORDER  -  SECOND    CLASS 0
 GB2193
 GB2193.The horizontal coordinates were scaled from a topographic map and have
 GB2193.an estimated accuracy of +/- 6 seconds.
 GB2193
 GB2193.The orthometric height was determined by differential leveling
 GB2193.and adjusted by the National Geodetic Survey in June 1991..
 GB2193
 GB2193.The geoid height was determined by GEOID03.
 GB2193
 GB2193.The dynamic height is computed by dividing the NAVD 88
 GB2193.geopotential number by the normal gravity value computed on the
 GB2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2193.degrees latitude (g = 980.6199 gals.).
 GB2193
 GB2193.The modeled gravity was interpolated from observed gravity values.
 GB2193
 GB2193;                    North         East    Units  Estimated Accuracy
 GB2193;SPC TN       -   244,700.      644,130.      MT  (+/- 180 meters Scaled)
 GB2193
 GB2193                          SUPERSEDED SURVEY CONTROL
 GB2193
 GB2193  NGVD 29 (??/??/92)  189.904  (m)          623.04   (f) ADJ UNCH    2 0
 GB2193
 GB2193.Superseded values are not recommended for survey control.
 GB2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2193.See file dsdata.txt to determine how the superseded data were derived.
 GB2193
 GB2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336446(NAD 83)
 GB2193_MARKER: DR = REFERENCE MARK DISK
 GB2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2193_STAMPING: CELINA RM-2 1966
 GB2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2193+STABILITY: SURFACE MOTION
 GB2193
 GB2193  HISTORY     - Date     Condition        Report By
 GB2193  HISTORY     - 1966     MONUMENTED       TNHD
 GB2193
 GB2193                          STATION DESCRIPTION
 GB2193
 GB2193'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2193'1 MI SW FROM CELINA.
 GB2193'AT THE CELINA 1966 TRAVERSE STATION SITE, 55.13 FEET SOUTH OF
 GB2193'THE STATION, 28 FEET SOUTHEAST OF A 36-INCH OAK TREE, 14 FEET
 GB2193'WEST OF THE APPROXIMATE CENTER OF STATE ROUTES 52 AND 53, AND
 GB2193'10 FEET EAST OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF AN
 GB2193'8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2368 ***********************************************************************
 GB2368  DESIGNATION -  CELINA USE FM RADIO MAST
 GB2368  PID         -  GB2368
 GB2368  STATE/COUNTY-  TN/CLAY
 GB2368  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2368
 GB2368                         *CURRENT SURVEY CONTROL
 GB2368  ___________________________________________________________________
 GB2368* NAD 83(1995)-  36 32 05.02828(N)    085 27 13.17309(W)     ADJUSTED  
 GB2368* NAVD 88     -                                                        
 GB2368  ___________________________________________________________________
 GB2368  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GB2368  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2368
 GB2368  HORZ ORDER  -  THIRD
 GB2368
 GB2368.The horizontal coordinates were established by classical geodetic methods
 GB2368.and adjusted by the National Geodetic Survey in April 1999..
 GB2368
 GB2368
 GB2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2368
 GB2368.The geoid height was determined by GEOID03.
 GB2368
 GB2368;                    North         East     Units Scale Factor Converg.
 GB2368;SPC TN       -   244,386.625   648,926.281   MT  1.00002307   +0 19 11.5
 GB2368;SPC TN       -   801,791.79  2,129,018.97   sFT  1.00002307   +0 19 11.5
 GB2368;SPC KY1Z     - 1,022,395.442 1,526,542.273   MT  1.00017635   +0 10 55.0
 GB2368;SPC KY1Z     - 3,354,309.05  5,008,330.77   sFT  1.00017635   +0 10 55.0
 GB2368;SPC KY S     -   522,391.554   526,538.708   MT  1.00004198   +0 10 47.0
 GB2368;SPC KY S     - 1,713,879.62  1,727,485.74   sFT  1.00004198   +0 10 47.0
 GB2368;UTM  16      - 4,044,372.668   638,426.029   MT  0.99983608   +0 55 14.5
 GB2368
 GB2368                          SUPERSEDED SURVEY CONTROL
 GB2368
 GB2368  NAD 83(1995)-  36 32 05.02884(N)    085 27 13.17359(W) AD(       ) 4
 GB2368  NAD 83(1995)-  36 32 05.03764(N)    085 27 13.17762(W) AD(       ) 4
 GB2368  NAD 83(1986)-  36 32 05.03920(N)    085 27 13.17745(W) AD(       ) 4
 GB2368  NAD 27      -  36 32 04.81593(N)    085 27 13.29344(W) AD(       ) 3
 GB2368
 GB2368.Superseded values are not recommended for survey control.
 GB2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2368.See file dsdata.txt to determine how the superseded data were derived.
 GB2368
 GB2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3842644373(NAD 83)
 GB2368_MARKER: 42 = RADIO/TV MAST
 GB2368
 GB2368  HISTORY     - Date     Condition        Report By
 GB2368  HISTORY     - 1966     FIRST OBSERVED   TNHD
 GB2368
 GB2368                          STATION DESCRIPTION
 GB2368
 GB2368'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2368'THE STATION IS LOCATED ABOUT 3 MILES EAST OF CELINA.
 GB2368'
 GB2368'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 GB2368'ROUTE 53 ABOUT 2 MILES SOUTH OF CELINA, GO EASTERLY ON STATE ROUTE
 GB2368'52 FOR 2.9 MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO 1.9
 GB2368'MILES ON THE PAVED ROAD TO A SIDE ROAD AND A WIRE GATE ON THE
 GB2368'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND FOLLOW THE ROAD FOR 0.3
 GB2368'MILE TO THE MAST.
 GB2368'
 GB2368'THE MAST IS A STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE AND
 GB2368'HAS AN OVERALL HEIGHT OF ABOUT 250 FEET.
 GB2368'
 GB2368'THE FLASHING RED LIGHT AT THE TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2653 ***********************************************************************
 FB2653  DESIGNATION -  CENT
 FB2653  PID         -  FB2653
 FB2653  STATE/COUNTY-  TN/KNOX
 FB2653  USGS QUAD   -  KNOXVILLE (1978)
 FB2653
 FB2653                         *CURRENT SURVEY CONTROL
 FB2653  ___________________________________________________________________
 FB2653* NAD 83(1995)-  35 58 25.60262(N)    083 55 15.45116(W)     ADJUSTED  
 FB2653* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 FB2653  ___________________________________________________________________
 FB2653  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FB2653  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2653
 FB2653  HORZ ORDER  -  SECOND
 FB2653
 FB2653.The horizontal coordinates were established by classical geodetic methods
 FB2653.and adjusted by the National Geodetic Survey in April 1999..
 FB2653
 FB2653.The orthometric height was scaled from a topographic map.
 FB2653
 FB2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2653
 FB2653.The geoid height was determined by GEOID03.
 FB2653
 FB2653;                    North         East     Units Scale Factor Converg.
 FB2653;SPC TN       -   183,997.640   787,492.848   MT  0.99995136   +1 13 01.8
 FB2653;SPC TN       -   603,665.59  2,583,632.79   sFT  0.99995136   +1 13 01.8
 FB2653;UTM  17      - 3,984,985.801   236,618.167   MT  1.00045486   -1 43 00.5
 FB2653;UTM  16      - 3,985,424.753   777,640.269   MT  1.00054994   +1 48 35.4
 FB2653
 FB2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2653!SPC TN       -   0.99996043  x   0.99995136  =   0.99991179
 FB2653!UTM  17      -   0.99996043  x   1.00045486  =   1.00041527
 FB2653!UTM  16      -   0.99996043  x   1.00054994  =   1.00051035
 FB2653
 FB2653                          SUPERSEDED SURVEY CONTROL
 FB2653
 FB2653  NAD 83(1995)-  35 58 25.61068(N)    083 55 15.44862(W) AD(       ) 2
 FB2653  NAD 83(1986)-  35 58 25.61631(N)    083 55 15.44697(W) AD(       ) 2
 FB2653  NAD 27      -  35 58 25.31790(N)    083 55 15.78840(W) AD(       ) 2
 FB2653
 FB2653.Superseded values are not recommended for survey control.
 FB2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2653.See file dsdata.txt to determine how the superseded data were derived.
 FB2653
 FB2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3661884986(NAD 83)
 FB2653_MARKER: DS = TRIANGULATION STATION DISK
 FB2653_SETTING: 0 = UNSPECIFIED SETTING
 FB2653_MARK LOGO: CGS   
 FB2653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2653
 FB2653  HISTORY     - Date     Condition        Report By
 FB2653  HISTORY     - 1960     MONUMENTED       CGS
 FB2653  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2653
 FB2653                          STATION DESCRIPTION
 FB2653
 FB2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2653'THE STATION IS LOCATED AT 104 FIFTH AVENUE NE., IN KNOXVILLE.
 FB2653'
 FB2653'THE STATION MARK IS A COPPER DISK, SECURED BY A LARGE COPPER NAIL,
 FB2653'STAMPED CENT 1960, CEMENTED IN A DRILL HOLE IN A CONCRETE
 FB2653'DRIVE-WAY, FLUSH.  IT IS 47.6 FEET SOUTHWEST OF THE NORTHEAST CORNER
 FB2653'OF BRICK BUILDING NO. 104, 29 FEET SOUTHEAST OF THE CENTER OF
 FB2653'FIFTH AVENUE NE., AND 9.1 FEET NORTH OF THE NORTHWEST CORNER OF
 FB2653'BUILDING NO. 104.
 FB2653
 FB2653                          STATION RECOVERY (2001)
 FB2653
 FB2653'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2653'STATION NOT FOUND.  BELIEVED TO HAVE BEEN COVERED OVER WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7704 ***********************************************************************
 DG7704  CBN         -  This is a Cooperative Base Network Control Station.
 DG7704  DESIGNATION -  CENTER OF POPULATION
 DG7704  PID         -  DG7704
 DG7704  STATE/COUNTY-  TN/RUTHERFORD
 DG7704  USGS QUAD   -  MURFREESBORO (1983)
 DG7704
 DG7704                         *CURRENT SURVEY CONTROL
 DG7704  ___________________________________________________________________
 DG7704* NAD 83(1995)-  35 47 02.49900(N)    086 24 53.97678(W)     ADJUSTED  
 DG7704* NAVD 88     -       191.9    (meters)     630.     (feet)  GPS OBS   
 DG7704  ___________________________________________________________________
 DG7704  X           -     323,913.285 (meters)                     COMP
 DG7704  Y           -  -5,170,043.244 (meters)                     COMP
 DG7704  Z           -   3,708,873.682 (meters)                     COMP
 DG7704  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DG7704  ELLIP HEIGHT-         163.35  (meters)          (08/03/04) GPS OBS
 DG7704  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DG7704
 DG7704  HORZ ORDER  -  A
 DG7704  ELLP ORDER  -  FOURTH    CLASS I
 DG7704
 DG7704.The horizontal coordinates were established by GPS observations
 DG7704.and adjusted by the National Geodetic Survey in August 2004..
 DG7704
 DG7704.The orthometric height was determined by GPS observations and a
 DG7704.high-resolution geoid model.
 DG7704
 DG7704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7704
 DG7704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7704
 DG7704.The ellipsoidal height was determined by GPS observations
 DG7704.and is referenced to NAD 83.
 DG7704
 DG7704.The geoid height was determined by GEOID03.
 DG7704
 DG7704;                    North         East     Units Scale Factor Converg.
 DG7704;SPC TN       -   161,032.536   562,482.929   MT  0.99994878   -0 14 34.6
 DG7704;SPC TN       -   528,320.91  1,845,412.74   sFT  0.99994878   -0 14 34.6
 DG7704;UTM  16      - 3,960,152.202   552,868.920   MT  0.99963444   +0 20 31.5
 DG7704
 DG7704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7704!SPC TN       -   0.99997436  x   0.99994878  =   0.99992314
 DG7704!UTM  16      -   0.99997436  x   0.99963444  =   0.99960881
 DG7704
 DG7704                          SUPERSEDED SURVEY CONTROL
 DG7704
 DG7704.No superseded survey control is available for this station.
 DG7704
 DG7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5286960152(NAD 83)
 DG7704_MARKER: DD = SURVEY DISK
 DG7704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7704_STAMPING: CENTER OF POPULATION
 DG7704_MARK LOGO: TAPS  
 DG7704_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7704+STABILITY: SURFACE MOTION
 DG7704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7704+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7704
 DG7704  HISTORY     - Date     Condition        Report By
 DG7704  HISTORY     - 20031010 MONUMENTED       TAPS
 DG7704
 DG7704                          STATION DESCRIPTION
 DG7704
 DG7704'DESCRIBED BY TENNESSEE ASSOC OF PROF SURV 2003 (BES)
 DG7704'THE STATION IS LOCATED IN RUTHERFORD COUNTY AT THE SOUTHERN BOUNDARY
 DG7704'OF THE CITY OF MURFREESBORO, APPROXIMATELY 2.5 MILES SOUTH OF EXIT 81
 DG7704'(US 231) OF INTERSTATE 24 IN BARFIELD CRESCENT PARK.
 DG7704' 
 DG7704'OWNERSHIP--CITY OF MURFREESBORO PARKS AND RECREATION.
 DG7704' 
 DG7704'TO REACH FROM THE INTERSECTION OF US 231 AND BARFIELD CRESCENT ROAD,
 DG7704'PROCEED WEST OF BARFIELD CRESCENT ROAD FOR 0.9 MILES TO ENTRANCE OF
 DG7704'BARFIELD CRESCENT PARK.  TURN LEFT (SOUTH) FOR 0.2 MILES TO ENTRANCE
 DG7704'TO PARKING LOT ON LEFT.  TURN LEFT AND PROCEED TO WEST GATE ENTRANCE
 DG7704'TO BALL FIELD AND THE MARK ON RIGHT SIDE OF ENTRANCE ON EAST SIDE OF
 DG7704'WALKING PATH.
 DG7704' 
 DG7704'THE STATION IS SET IN CONCRETE, 6 MT SOUTH OF WEASTE RECEPTICLE, 9 MT
 DG7704'SOUTH EAST OF SOUTH HEADWALL OF CULVERT UNDER ENTRANCE TO BALL FIELDS
 DG7704'AND 8 MT SOUTHWEST OF OF SIGN SAYING --RULES AND REGULATIONS--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1301 ***********************************************************************
 FE1301  DESIGNATION -  CENTER POINT
 FE1301  PID         -  FE1301
 FE1301  STATE/COUNTY-  TN/FAYETTE
 FE1301  USGS QUAD   -  GALLAWAY (1981)
 FE1301
 FE1301                         *CURRENT SURVEY CONTROL
 FE1301  ___________________________________________________________________
 FE1301* NAD 83(1995)-  35 19 13.71836(N)    089 34 16.26363(W)     ADJUSTED  
 FE1301* NAVD 88     -        98.394  (meters)     322.81   (feet)  ADJUSTED  
 FE1301  ___________________________________________________________________
 FE1301  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE1301  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1301  DYNAMIC HT  -          98.306 (meters)     322.53  (feet)  COMP
 FE1301  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1301
 FE1301  HORZ ORDER  -  THIRD
 FE1301  VERT ORDER  -  SECOND    CLASS 0
 FE1301
 FE1301.The horizontal coordinates were established by classical geodetic methods
 FE1301.and adjusted by the National Geodetic Survey in April 1999..
 FE1301
 FE1301.The orthometric height was determined by differential leveling
 FE1301.and adjusted by the National Geodetic Survey in June 1991..
 FE1301
 FE1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1301
 FE1301.The geoid height was determined by GEOID03.
 FE1301
 FE1301.The dynamic height is computed by dividing the NAVD 88
 FE1301.geopotential number by the normal gravity value computed on the
 FE1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1301.degrees latitude (g = 980.6199 gals.).
 FE1301
 FE1301.The modeled gravity was interpolated from observed gravity values.
 FE1301
 FE1301;                    North         East     Units Scale Factor Converg.
 FE1301;SPC TN       -   115,447.618   275,345.143   MT  0.99998831   -2 05 26.6
 FE1301;SPC TN       -   378,764.39    903,361.52   sFT  0.99998831   -2 05 26.6
 FE1301;UTM  16      - 3,911,616.994   266,267.404   MT  1.00027331   -1 29 13.9
 FE1301
 FE1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1301!SPC TN       -   0.99998886  x   0.99998831  =   0.99997717
 FE1301!UTM  16      -   0.99998886  x   1.00027331  =   1.00026217
 FE1301
 FE1301|---------------------------------------------------------------------|
 FE1301| PID    Reference Object                     Distance      Geod. Az  |
 FE1301|                                                           dddmmss.s |
 FE1301| FE1299 CENTER POINT RM 1                    28.950 METERS 01027     |
 FE1301| FE1300 CENTER POINT RM 2                     4.946 METERS 08733     |
 FE1301| CG3735 CENTER POINT AZ MK                                 3340702.1 |
 FE1301|---------------------------------------------------------------------|
 FE1301
 FE1301                          SUPERSEDED SURVEY CONTROL
 FE1301
 FE1301  NAD 83(1995)-  35 19 13.72422(N)    089 34 16.26375(W) AD(       ) 3
 FE1301  NAD 83(1995)-  35 19 13.72425(N)    089 34 16.26389(W) AD(       ) 3
 FE1301  NAD 83(1986)-  35 19 13.73015(N)    089 34 16.26417(W) AD(       ) 3
 FE1301  NAD 27      -  35 19 13.42300(N)    089 34 15.98520(W) AD(       ) 3
 FE1301  NGVD 29 (??/??/??)   98.376  (m)          322.76   (f) ADJUSTED    2 0
 FE1301
 FE1301.Superseded values are not recommended for survey control.
 FE1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1301.See file dsdata.txt to determine how the superseded data were derived.
 FE1301
 FE1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6626711617(NAD 83)
 FE1301_MARKER: DS = TRIANGULATION STATION DISK
 FE1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1301+STABILITY: SURFACE MOTION
 FE1301
 FE1301  HISTORY     - Date     Condition        Report By
 FE1301  HISTORY     - 1958     MONUMENTED       CGS
 FE1301  HISTORY     - 1958     GOOD             CGS
 FE1301  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE1301
 FE1301                          STATION DESCRIPTION
 FE1301
 FE1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1301'THE STATION IS LOCATED 4 MILES AIRLINE SOUTH OF BRADEN, 2-1/2 MILES
 FE1301'EAST OF GALLAWAY AND 0.15 MILES SOUTH OF THE ABANDONED STORE
 FE1301'IN CENTER POINT NEAR THE EAST EDGE OF A PASTURE. IT IS 18 FEET WEST
 FE1301'OF A CUT BANK AND 17 FEET WEST OF A FENCE. THE MARK IS SET FLUSH
 FE1301'WITH THE SURFACE OF THE GROUND AND IS STAMPED CENTER POINT 1958.
 FE1301'
 FE1301'REFERENCE MARK NO. 1 IS 3 FEET WEST OF A CUT BANK, 2 FEET SOUTH OF A
 FE1301'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE. THE MARK IS SET FLUSH
 FE1301'WITH THE SURFACE OF THE GROUND AND IS STAMPED CENTER POINT NO 1 1958.
 FE1301'
 FE1301'REFERENCE MARK NO. 2 IS 4 FEET WEST OF A CUT BANK AND 1 FOOT WEST OF
 FE1301'A FENCE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1301'STAMPED CENTER POINT NO 2 1958.
 FE1301'
 FE1301'THE AZIMUTH MARK IS LOCATED ACROSS THE ROAD FROM THE PEELERS GRO. AND
 FE1301'SERVICE STATION.  IT IS 32 FEET NORTH-NORTHEAST OF THE CENTER OF A
 FE1301'GRAVELED ROAD AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 FE1301'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE1301'CENTER POINT 1958.
 FE1301'
 FE1301'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 FE1301'GALLAWAY GO NORTH ON AN OILED ROAD FOR 0.1 MILE TO A FORK. TAKE THE
 FE1301'RIGHT FORK, NORTHEAST CROSSING THE RAILROAD TRACKS AND GO 2.55 MILES
 FE1301'TO PEELERS GRO. AND SERVICE STATION ON THE RIGHT AND THE AZIMUTH
 FE1301'MARK ON THE LEFT AS DESCRIBED. FROM THE AZIMUTH MARK CONTINUE
 FE1301'STRAIGHT AHEAD ON THE GRAVELED ROAD AND GO 0.1 MILE TO A
 FE1301'REVERSE Y. TURN A SHARP RIGHT, WEST AND GO 0.1 MILE TO THE SOUTHEAST
 FE1301'CORNER OF A CEMETERY AND A WIRE GAP. PASS THROUGH THE WIRE GAP
 FE1301'AND GO 0.1 MILE TO AN OLD ABANDONED HOUSE, THENCE TURN LEFT, EASTERLY
 FE1301'CROSSING A DRAW BELOW 4 WILLOW TREES FOR 0.15 MILE TO THE STATION AS
 FE1301'DESCRIBED.
 FE1301'
 FE1301'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 FE1301
 FE1301                          STATION RECOVERY (1958)
 FE1301
 FE1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1301'4.4 MI E FROM GALLAWAY.
 FE1301'0.2 MILE SOUTH ALONG A PAVED ROAD, FROM L. AND N. RR CROSSING
 FE1301'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1301'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95
 FE1301'MILE NORTH ALONG A DIRT ROAD, 18 FEET WEST OF A CUT BANK AND
 FE1301'17 FEET WEST OF A FENCE, A C AND GS TRIANGULATION STATION MARK
 FE1301'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH
 FE1301'THE SURFACE OF THE GROUND.
 FE1301
 FE1301                          STATION RECOVERY (1961)
 FE1301
 FE1301'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1301'THE STATION, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 FE1301'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO.  1 WAS
 FE1301'RECOVERED, BUT HAD BEEN DISTURBED AND WAS LOOSE IN THE GROUND. THE
 FE1301'TO-REACH FOR THE STATION IS COMPLETELY ADEQUATE.
 FE1301'
 FE1301'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE
 FE1301'ORIGINAL STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 FE1301'MARK NO. 2 WOULD BE DESTROYED BY CONSTRUCTION.
 FE1301'
 FE1301'A NEW STATION, CENTER POINT 2 1961, REFERENCE MARK NO. 3, AND
 FE1301'REFERENCE MARK NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY
 FE1301'CONTROL SURVEYS PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE
 FE1301'ORIGINAL AZIMUTH MARK CENTER POINT 1958 WAS RETAINED, AND THE
 FE1301'ORIGINAL REFERENCE MARK NO. 1 WAS DUG UP AND RESET AS REFERENCE MARK
 FE1301'NO. 4 AFTER THE ORIGINAL STAMPING WAS EFFACED AND THE DISK
 FE1301'RESTAMPED TO COMPLY WITH THE NEW STATION NAME AND DATE.
 FE1301'
 FE1301'THE NEW STATION WAS ESTABLISHED ON LINE BETWEEN THE OLD STATION AND
 FE1301'THE AZIMUTH MARK.
 FE1301'
 FE1301'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE1301'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE1301'OLD STATION CENTER POINT 1958, AND REFERENCE MARK NO. 2 1958 WERE
 FE1301'DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 FE1301'AND GEODETIC SURVEY OFFICE.
 FE1301'
 FE1301'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK CENTER POINT 1958,
 FE1301'WHICH WAS NOT DISTURBED, THE ORIGINAL STATION CENTER POINT 1958
 FE1301'SHALL BE CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1302 ***********************************************************************
 FE1302  DESIGNATION -  CENTER POINT 2
 FE1302  PID         -  FE1302
 FE1302  STATE/COUNTY-  TN/FAYETTE
 FE1302  USGS QUAD   -  GALLAWAY (1981)
 FE1302
 FE1302                         *CURRENT SURVEY CONTROL
 FE1302  ___________________________________________________________________
 FE1302* NAD 83(1995)-  35 19 14.53235(N)    089 34 16.74553(W)     ADJUSTED  
 FE1302* NAVD 88     -        98.16   (+/-2cm)     322.0    (feet)  VERTCON   
 FE1302  ___________________________________________________________________
 FE1302  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE1302  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1302
 FE1302  HORZ ORDER  -  THIRD
 FE1302  VERT ORDER  -  THIRD (See Below)
 FE1302
 FE1302.The horizontal coordinates were established by classical geodetic methods
 FE1302.and adjusted by the National Geodetic Survey in April 1999..
 FE1302.No horizontal observational check was made to the station.
 FE1302
 FE1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1302.The vertical order pertains to the NGVD 29 superseded value.
 FE1302
 FE1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1302
 FE1302.The geoid height was determined by GEOID03.
 FE1302
 FE1302;                    North         East     Units Scale Factor Converg.
 FE1302;SPC TN       -   115,473.131   275,333.895   MT  0.99998828   -2 05 26.8
 FE1302;SPC TN       -   378,848.10    903,324.62   sFT  0.99998828   -2 05 26.8
 FE1302;UTM  16      - 3,911,642.395   266,255.884   MT  1.00027337   -1 29 14.2
 FE1302
 FE1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1302!SPC TN       -   0.99998890  x   0.99998828  =   0.99997718
 FE1302!UTM  16      -   0.99998890  x   1.00027337  =   1.00026226
 FE1302
 FE1302|---------------------------------------------------------------------|
 FE1302| PID    Reference Object                     Distance      Geod. Az  |
 FE1302|                                                           dddmmss.s |
 FE1302| FE1304 CENTER POINT 2 RM 3                  28.122 METERS 03731     |
 FE1302| FE1303 CENTER POINT 2 RM 4                  17.697 METERS 07907     |
 FE1302| FE1301 CENTER POINT                         27.883 METERS 15407     |
 FE1302| CG3735 CENTER POINT AZ MK                                 3340717.5 |
 FE1302|---------------------------------------------------------------------|
 FE1302
 FE1302                          SUPERSEDED SURVEY CONTROL
 FE1302
 FE1302  NAD 83(1995)-  35 19 14.53821(N)    089 34 16.74565(W) AD(       ) 3
 FE1302  NAD 83(1995)-  35 19 14.53824(N)    089 34 16.74579(W) AD(       ) 3
 FE1302  NAD 83(1986)-  35 19 14.54414(N)    089 34 16.74606(W) AD(       ) 3
 FE1302  NAD 27      -  35 19 14.23700(N)    089 34 16.46720(W) AD(       ) 3
 FE1302  NGVD 29 (??/??/??)   98.15   (m)          322.0    (f) RESET       3  
 FE1302
 FE1302.Superseded values are not recommended for survey control.
 FE1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1302.See file dsdata.txt to determine how the superseded data were derived.
 FE1302
 FE1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6625611642(NAD 83)
 FE1302_MARKER: DS = TRIANGULATION STATION DISK
 FE1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1302_STAMPING: CENTER POINT 2 1961
 FE1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1302+STABILITY: SURFACE MOTION
 FE1302
 FE1302  HISTORY     - Date     Condition        Report By
 FE1302  HISTORY     - 1961     MONUMENTED       TNHD
 FE1302  HISTORY     - 1961     GOOD             TNHD
 FE1302
 FE1302                          STATION DESCRIPTION
 FE1302
 FE1302'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE1302'THE STATION IS LOCATED ALONG THE NORTH EDGE OF INTERSTATE HIGHWAY 40,
 FE1302'ABOUT 4 MILES SOUTH OF BRADEN, 2-1/2 MILES EAST OF GALLAWAY, AND 0.15
 FE1302'MILE SOUTH OF AN ABANDONED STORE IN THE RURAL COMMUNITY OF CENTER
 FE1302'POINT.
 FE1302'
 FE1302'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF GALLAWAY,
 FE1302'GO NORTH ON AN OILED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT
 FE1302'FORK, NORTHEAST, CROSSING THE RAILROAD TRACKS, AND GO 2.55 MILES TO
 FE1302'PEELERS GROCERY AND SERVICE STATION ON THE RIGHT, AND THE AZIMUTH
 FE1302'MARK ON THE LEFT AS DESCRIBED. CONTINUE STRAIGHT AHEAD ON A GRAVELED
 FE1302'ROAD FOR 0.1 MILE TO A REVERSE Y.  HERE TURN SHARP RIGHT, WEST,
 FE1302'AND GO 0.1 MILE TO THE SOUTHEAST CORNER OF A CEMETERY AND A WIRE GATE
 FE1302'ON THE LEFT AT THE NORTHEAST CORNER OF A BARN. TURN LEFT, PASSING
 FE1302'THROUGH THIS WIRE GATE, AND GO SOUTH ON A TRACK ROAD FOR 0.1 MILE,
 FE1302'(EVIDENCE OF AN OLD BUILDING SITE ON THE LEFT). HERE TURN LEFT, EAST,
 FE1302'ACROSS OPEN PASTURE FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 FE1302'
 FE1302'THE STATION MARK IS A STANDARD DISK, STAMPED CENTER POINT 2 1961, SET
 FE1302'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 FE1302'IT IS 81 FEET WEST OF THE CENTER OF A GRADED ROAD AND 58 FEET WEST OF
 FE1302'A NORTH-SOUTH FENCE.
 FE1302'
 FE1302'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CENTER POINT 2 NO 3
 FE1302'1961, SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 FE1302'INCH. IT IS 23 FEET WEST OF THE CENTER OF A GRADED ROAD AND 3 FEET
 FE1302'WEST OF A NORTH-SOUTH FENCE.
 FE1302'
 FE1302'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CENTER POINT 2 NO 4
 FE1302'1961, SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 FE1302'INCH. IT IS 23 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT
 FE1302'WEST OF A NORTH-SOUTH FENCE.
 FE1302'
 FE1302'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CENTER POINT 1958, SET
 FE1302'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FE1302'INCHES. IT IS ACROSS THE ROAD FROM THE PELLERS GROCERY AND SERVICE
 FE1302'STATION, 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 3 FEET
 FE1302'SOUTHEAST OF A WHITE WITNESS POST.
 FE1302'
 FE1302'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION CENTER POINT
 FE1302'1958 (NOW DESTROYED) AND CENTER POINT 2 1961 IS 91.48 FT. - 28.883
 FE1302'M.
 FE1302
 FE1302                          STATION RECOVERY (1961)
 FE1302
 FE1302'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1302'0.2 MI S FROM GALLAWAY.
 FE1302'0.2 MILE SOUTH ALONG A PAVED ROAD, FROM L. AND N. RR CROSSING AT
 FE1302'GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1302'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95 MILE
 FE1302'NORTH ALONG A DIRT ROAD.  THIS MARK IS 81 FT. WEST OF THE
 FE1302'CENTER OF A GRADED ROAD AND 58 FT. WEST OF A NORTH-SOUTH
 FE1302'FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1304 ***********************************************************************
 FE1304  DESIGNATION -  CENTER POINT 2 RM 3
 FE1304  PID         -  FE1304
 FE1304  STATE/COUNTY-  TN/FAYETTE
 FE1304  USGS QUAD   -  GALLAWAY (1981)
 FE1304
 FE1304                         *CURRENT SURVEY CONTROL
 FE1304  ___________________________________________________________________
 FE1304* NAD 83(1986)-  35 19 13.     (N)    089 34 16.     (W)     SCALED    
 FE1304* NAVD 88     -        98.25   (+/-2cm)     322.3    (feet)  VERTCON   
 FE1304  ___________________________________________________________________
 FE1304  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1304
 FE1304  VERT ORDER  -  THIRD (See Below)
 FE1304
 FE1304.The horizontal coordinates were scaled from a topographic map and have
 FE1304.an estimated accuracy of +/- 6 seconds.
 FE1304
 FE1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1304.The vertical order pertains to the NGVD 29 superseded value.
 FE1304
 FE1304.The geoid height was determined by GEOID03.
 FE1304
 FE1304;                    North         East    Units  Estimated Accuracy
 FE1304;SPC TN       -   115,430.      275,350.      MT  (+/- 180 meters Scaled)
 FE1304
 FE1304                          SUPERSEDED SURVEY CONTROL
 FE1304
 FE1304  NGVD 29 (??/??/??)   98.24   (m)          322.3    (f) RESET       3  
 FE1304
 FE1304.Superseded values are not recommended for survey control.
 FE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1304.See file dsdata.txt to determine how the superseded data were derived.
 FE1304
 FE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662115(NAD 83)
 FE1304_MARKER: DR = REFERENCE MARK DISK
 FE1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1304_STAMPING: CENTER POINT 2 NO 3 1961
 FE1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1304+STABILITY: SURFACE MOTION
 FE1304
 FE1304  HISTORY     - Date     Condition        Report By
 FE1304  HISTORY     - 1961     MONUMENTED       TNHD
 FE1304
 FE1304                          STATION DESCRIPTION
 FE1304
 FE1304'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1304'AT CENTER POINT.
 FE1304'THIS MARK IS LOCATED AT THE CENTER POINT 2 1961 STATION SITE,
 FE1304'23 FT. WEST OF THE CENTER OF A GRADED ROAD AND 3 FT. WEST OF A
 FE1304'NORTH-SOUTH FENCE.  THIS DISK IS SET IN TOP OF A CONCRETE POST
 FE1304'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1303 ***********************************************************************
 FE1303  DESIGNATION -  CENTER POINT 2 RM 4
 FE1303  PID         -  FE1303
 FE1303  STATE/COUNTY-  TN/FAYETTE
 FE1303  USGS QUAD   -  GALLAWAY (1981)
 FE1303
 FE1303                         *CURRENT SURVEY CONTROL
 FE1303  ___________________________________________________________________
 FE1303* NAD 83(1986)-  35 19 15.     (N)    089 34 17.     (W)     SCALED    
 FE1303* NAVD 88     -        98.62   (+/-2cm)     323.6    (feet)  VERTCON   
 FE1303  ___________________________________________________________________
 FE1303  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1303
 FE1303  VERT ORDER  -  THIRD (See Below)
 FE1303
 FE1303.The horizontal coordinates were scaled from a topographic map and have
 FE1303.an estimated accuracy of +/- 6 seconds.
 FE1303
 FE1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1303.The vertical order pertains to the NGVD 29 superseded value.
 FE1303
 FE1303.The geoid height was determined by GEOID03.
 FE1303
 FE1303;                    North         East    Units  Estimated Accuracy
 FE1303;SPC TN       -   115,490.      275,330.      MT  (+/- 180 meters Scaled)
 FE1303
 FE1303                          SUPERSEDED SURVEY CONTROL
 FE1303
 FE1303  NGVD 29 (??/??/??)   98.61   (m)          323.5    (f) RESET       3  
 FE1303
 FE1303.Superseded values are not recommended for survey control.
 FE1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1303.See file dsdata.txt to determine how the superseded data were derived.
 FE1303
 FE1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662116(NAD 83)
 FE1303_MARKER: DR = REFERENCE MARK DISK
 FE1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1303_STAMPING: CENTER POINT 2 NO 4 1961
 FE1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1303+STABILITY: SURFACE MOTION
 FE1303
 FE1303  HISTORY     - Date     Condition        Report By
 FE1303  HISTORY     - 1961     MONUMENTED       TNHD
 FE1303
 FE1303                          STATION DESCRIPTION
 FE1303
 FE1303'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1303'AT CENTER POINT.
 FE1303'THIS MARK IS LOCATED AT THE CENTER POINT 2 1961 STATION SITE,
 FE1303'23 FT. WEST OF THE CENTER OF A GRADED ROAD AND 1 FT. WEST OF A
 FE1303'NORTH-SOUTH FENCE.  THIS DISK IS SET IN TOP OF A CONCRETE
 FE1303'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1299 ***********************************************************************
 FE1299  DESIGNATION -  CENTER POINT RM 1
 FE1299  PID         -  FE1299
 FE1299  STATE/COUNTY-  TN/FAYETTE
 FE1299  USGS QUAD   -  GALLAWAY (1981)
 FE1299
 FE1299                         *CURRENT SURVEY CONTROL
 FE1299  ___________________________________________________________________
 FE1299* NAD 83(1986)-  35 19 14.     (N)    089 34 16.     (W)     SCALED    
 FE1299* NAVD 88     -        98.613  (meters)     323.53   (feet)  ADJUSTED  
 FE1299  ___________________________________________________________________
 FE1299  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1299  DYNAMIC HT  -          98.525 (meters)     323.24  (feet)  COMP
 FE1299  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1299
 FE1299  VERT ORDER  -  SECOND    CLASS 0
 FE1299
 FE1299.The horizontal coordinates were scaled from a topographic map and have
 FE1299.an estimated accuracy of +/- 6 seconds.
 FE1299
 FE1299.The orthometric height was determined by differential leveling
 FE1299.and adjusted by the National Geodetic Survey in June 1991..
 FE1299
 FE1299.The geoid height was determined by GEOID03.
 FE1299
 FE1299.The dynamic height is computed by dividing the NAVD 88
 FE1299.geopotential number by the normal gravity value computed on the
 FE1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1299.degrees latitude (g = 980.6199 gals.).
 FE1299
 FE1299.The modeled gravity was interpolated from observed gravity values.
 FE1299
 FE1299;                    North         East    Units  Estimated Accuracy
 FE1299;SPC TN       -   115,460.      275,350.      MT  (+/- 180 meters Scaled)
 FE1299
 FE1299                          SUPERSEDED SURVEY CONTROL
 FE1299
 FE1299  NGVD 29 (??/??/??)   98.596  (m)          323.48   (f) ADJUSTED    2 0
 FE1299
 FE1299.Superseded values are not recommended for survey control.
 FE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1299.See file dsdata.txt to determine how the superseded data were derived.
 FE1299
 FE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662116(NAD 83)
 FE1299_MARKER: DR = REFERENCE MARK DISK
 FE1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1299+STABILITY: SURFACE MOTION
 FE1299
 FE1299  HISTORY     - Date     Condition        Report By
 FE1299  HISTORY     - 1958     MONUMENTED       CGS
 FE1299  HISTORY     - 1958     GOOD             CGS
 FE1299
 FE1299                          STATION DESCRIPTION
 FE1299
 FE1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1299'4.4 MI E FROM GALLAWAY.
 FE1299'0.2 MILE SOUTH ALONG A PAVED ROAD, FROM L. AND N. RR CROSSING
 FE1299'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1299'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95 MILE
 FE1299'NORTH ALONG A DIRT ROAD, 3 FEET WEST OF A CUT BANK, 2 FEET
 FE1299'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE, A
 FE1299'C AND GS TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A
 FE1299'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1300 ***********************************************************************
 FE1300  DESIGNATION -  CENTER POINT RM 2
 FE1300  PID         -  FE1300
 FE1300  STATE/COUNTY-  TN/FAYETTE
 FE1300  USGS QUAD   -  GALLAWAY (1981)
 FE1300
 FE1300                         *CURRENT SURVEY CONTROL
 FE1300  ___________________________________________________________________
 FE1300* NAD 83(1986)-  35 19 14.     (N)    089 34 17.     (W)     SCALED    
 FE1300* NAVD 88     -        98.760  (meters)     324.02   (feet)  ADJUSTED  
 FE1300  ___________________________________________________________________
 FE1300  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1300  DYNAMIC HT  -          98.672 (meters)     323.73  (feet)  COMP
 FE1300  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 FE1300
 FE1300  VERT ORDER  -  SECOND    CLASS 0
 FE1300
 FE1300.The horizontal coordinates were scaled from a topographic map and have
 FE1300.an estimated accuracy of +/- 6 seconds.
 FE1300
 FE1300.The orthometric height was determined by differential leveling
 FE1300.and adjusted by the National Geodetic Survey in June 1991..
 FE1300
 FE1300.The geoid height was determined by GEOID03.
 FE1300
 FE1300.The dynamic height is computed by dividing the NAVD 88
 FE1300.geopotential number by the normal gravity value computed on the
 FE1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1300.degrees latitude (g = 980.6199 gals.).
 FE1300
 FE1300.The modeled gravity was interpolated from observed gravity values.
 FE1300
 FE1300;                    North         East    Units  Estimated Accuracy
 FE1300;SPC TN       -   115,460.      275,330.      MT  (+/- 180 meters Scaled)
 FE1300
 FE1300                          SUPERSEDED SURVEY CONTROL
 FE1300
 FE1300  NGVD 29 (??/??/??)   98.743  (m)          323.96   (f) ADJUSTED    2 0
 FE1300
 FE1300.Superseded values are not recommended for survey control.
 FE1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1300.See file dsdata.txt to determine how the superseded data were derived.
 FE1300
 FE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662116(NAD 83)
 FE1300_MARKER: DR = REFERENCE MARK DISK
 FE1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1300_STAMPING: CENTER POINT NO 2 1958
 FE1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1300+STABILITY: SURFACE MOTION
 FE1300
 FE1300  HISTORY     - Date     Condition        Report By
 FE1300  HISTORY     - 1958     MONUMENTED       CGS
 FE1300  HISTORY     - 1958     GOOD             CGS
 FE1300
 FE1300                          STATION DESCRIPTION
 FE1300
 FE1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1300'4.4 MI E FROM GALLAWAY.
 FE1300'0.2 MILE SOUTH ALONG A GRAVEL ROAD, FROM L. AND N. RR CROSSING
 FE1300'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1300'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95
 FE1300'MILE NORTH ALONG A DIRT ROAD, 4 FEET WEST OF A CUT BANK AND
 FE1300'1 FOOT WEST OF A FENCE, A C AND GS TRIANGULATION REFERENCE
 FE1300'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SET
 FE1300'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2388 ***********************************************************************
 FE2388  DESIGNATION -  CENTERVILLE RESET
 FE2388  PID         -  FE2388
 FE2388  STATE/COUNTY-  TN/GIBSON
 FE2388  USGS QUAD   -  MEDINA (1981)
 FE2388
 FE2388                         *CURRENT SURVEY CONTROL
 FE2388  ___________________________________________________________________
 FE2388* NAD 83(1995)-  35 49 31.68289(N)    088 45 39.09730(W)     ADJUSTED  
 FE2388* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2388  ___________________________________________________________________
 FE2388  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2388  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2388
 FE2388  HORZ ORDER  -  THIRD
 FE2388
 FE2388.The horizontal coordinates were established by classical geodetic methods
 FE2388.and adjusted by the National Geodetic Survey in April 1999..
 FE2388
 FE2388.The orthometric height was scaled from a topographic map.
 FE2388
 FE2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2388
 FE2388.The geoid height was determined by GEOID03.
 FE2388
 FE2388;                    North         East     Units Scale Factor Converg.
 FE2388;SPC TN       -   169,069.205   350,569.259   MT  0.99994841   -1 36 58.7
 FE2388;SPC TN       -   554,687.88  1,150,159.31   sFT  0.99994841   -1 36 58.7
 FE2388;UTM  16      - 3,966,021.404   340,940.936   MT  0.99991176   -1 01 51.2
 FE2388
 FE2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2388!SPC TN       -   0.99997791  x   0.99994841  =   0.99992632
 FE2388!UTM  16      -   0.99997791  x   0.99991176  =   0.99988967
 FE2388
 FE2388|---------------------------------------------------------------------|
 FE2388| PID    Reference Object                     Distance      Geod. Az  |
 FE2388|                                                           dddmmss.s |
 FE2388| CG3740 CENTERVILLE RM 3                     22.452 METERS 01247     |
 FE2388| CG3738 CENTERVILLE RM 1                     22.420 METERS 13347     |
 FE2388| CG3737 CENTERVILLE AZ MK                                  2060700.6 |
 FE2388| FE2391 MEDINA MUNICIPAL TANK               APPROX. 2.9 KM 2090326.8 |
 FE2388| CG3741 CENTERVILLE RM 4                     21.383 METERS 24210     |
 FE2388| CG3742 CENTERVILLE RM 5                     21.715 METERS 34627     |
 FE2388| CG3739 CENTERVILLE RM 2                     19.624 METERS 35414     |
 FE2388|---------------------------------------------------------------------|
 FE2388
 FE2388                          SUPERSEDED SURVEY CONTROL
 FE2388
 FE2388  NAD 83(1995)-  35 49 31.68663(N)    088 45 39.10210(W) AD(       ) 3
 FE2388  NAD 83(1986)-  35 49 31.69421(N)    088 45 39.09768(W) AD(       ) 3
 FE2388  NAD 27      -  35 49 31.45410(N)    088 45 38.88490(W) AD(       ) 3
 FE2388
 FE2388.Superseded values are not recommended for survey control.
 FE2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2388.See file dsdata.txt to determine how the superseded data were derived.
 FE2388
 FE2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4094166021(NAD 83)
 FE2388_MARKER: DS = TRIANGULATION STATION DISK
 FE2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2388
 FE2388  HISTORY     - Date     Condition        Report By
 FE2388  HISTORY     - 1958     MONUMENTED       CGS
 FE2388  HISTORY     - 1972     GOOD             NGS
 FE2388  HISTORY     - 1974     GOOD             NGS
 FE2388
 FE2388                          STATION DESCRIPTION
 FE2388
 FE2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2388'THE STATION IS ABOUT 6 MILES SOUTH OF MILAN, 2 MILES NORTHEAST OF
 FE2388'MEDINA AND IS ON THE PROPERTY OF MR. OTIS HICKS.  IT IS 18 FEET
 FE2388'EAST OF A WIRE FENCE, 16 FEET NORTHEAST OF A WHITE WITNESS POST, 17
 FE2388'FEET NORTHEAST OF A FENCE CORNER, 67 FEET EAST OF THE
 FE2388'CENTERLINE OF U.S. HIGHWAY 45E, 12 FEET NORTH OF A WIRE FENCE, AND 26
 FE2388'FEET SOUTHWEST OF THE CENTERLINE OF A FARM ROAD EAST. THE
 FE2388'MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTERVILLE 1958.
 FE2388'
 FE2388'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN THE
 FE2388'TOWN OF MEDINA, GO NORTHEAST ON U.S. HIGHWAY 45E FOR 1.4 MILE
 FE2388'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTHEAST ON HIGHWAY 45E
 FE2388'FOR 0.4 MILE TO THE STATION ON THE RIGHT (EAST) SIDE OF THE
 FE2388'ROAD.
 FE2388'
 FE2388'REFERENCE MARK 1 IS 86 FEET EAST OF THE WHITE WITNESS POST, 85 FEET
 FE2388'EAST OF A FENCE CORNER, 16 FEET SOUTH OF THE CENTERLINE OF A
 FE2388'FARM ROAD, AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH
 FE2388'AND THE DISK IS STAMPED CENTERVILLE NO 1 1958.
 FE2388'
 FE2388'REFERENCE MARK 2 IS 14 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD,
 FE2388'33 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 45E AND 6
 FE2388'FEET EAST OF A FENCE CORNER. THE MONUMENT PROJECTS 3 INCHES AND THE
 FE2388'DISK IS STAMPED CENTERVILLE NO 2 1958.
 FE2388'
 FE2388'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2388'45E, 14 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2388'DRIVEWAY, 31 FEET NORTHWEST OF A 24 INCH OAK TREE, 2 FEET NORTHWEST
 FE2388'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.
 FE2388'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CENTERVILLE
 FE2388'1958.
 FE2388'
 FE2388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2388
 FE2388                          STATION RECOVERY (1972)
 FE2388
 FE2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2388'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FE2388'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO.  2 WAS
 FE2388'DESTROYED SEVERAL YEARS AGO DURING THE LOWERING OF A BANK THAT
 FE2388'OBSTRUCTED VISION OF A T SIDE ROAD TO THE EAST. THE DISK
 FE2388'WAS NOT RECOVERED. A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED THIS
 FE2388'DATE. THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 FE2388'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS. IN
 FE2388'CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE BETWEEN
 FE2388'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 AGAINST THE 1958
 FE2388'OBSERVATIONS IT FELL WITHIN THE REQUIRED LIMITS. IN CHECKING THE
 FE2388'HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 A DISCREPANCY
 FE2388'OF PLUS 0.05 OF A FOOT WAS NOTED.
 FE2388'
 FE2388'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2388'
 FE2388'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF MILAN, 2 MILES
 FE2388'NORTHEAST OF MEDINA, ACROSS U. S. HIGHWAY 45E EAST OF THE
 FE2388'CENTERVILLE CEMETERY, AND ON THE PROPERTY OF MR. OTIS HICKS.
 FE2388'
 FE2388'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 45E AND STATE
 FE2388'ROUTE 152 ABOUT 0.1 OF A MILE NORTH OF THE POST OFFICE IN
 FE2388'MEDINA, GO NORTHERLY ON U. S. HIGHWAY 45E FOR 1.35 MILES TO THE
 FE2388'AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE
 FE2388'NORTHERLY ON U. S. HIGHWAY 45E FOR 0.4 OF A MILE TO THE CENTERVILLE
 FE2388'CEMETERY ON THE LEFT AND THE STATION ON THE RIGHT AS
 FE2388'DESCRIBED.
 FE2388'
 FE2388'THE STATION IS 319 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FE2388'GRAVELED ROAD LEADING EAST, 290 FEET SOUTH OF A NORTHWEST
 FE2388'FENCE CORNER POST, 67 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FE2388'HIGHWAY 45E, 17 FEET NORTH-NORTHEAST OF A T FENCE CORNER
 FE2388'POST, 16 FEET NORTH OF AN EAST-WEST FENCE, 8.5 FEET EAST OF A
 FE2388'NORTH-SOUTH FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 FE2388'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2388'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2388'CENTERVILLE 1958.
 FE2388'
 FE2388'REFERENCE MARK NO. 1 IS 137 FEET EAST OF THE APPROXIMATE CENTER OF U.
 FE2388'S. HIGHWAY 45E, 78 FEET EAST OF THE T FENCE CORNER POST, 1.0
 FE2388'FOOT NORTH OF AN EAST-WEST FENCE, AND AT THE SOUTH EDGE OF A
 FE2388'CULTIVATED FIELD. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2388'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 FE2388'IS STAMPED CENTERVILLE NO 1 1958.
 FE2388'
 FE2388'REFERENCE MARK NO. 3 IS 246 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FE2388'THE GRAVELED ROAD LEADING EAST, 217 FEET SOUTH OF THE NORTHWEST
 FE2388'FENCE CORNER POST, 87 FEET NORTH OF THE T FENCE CORNER POST, 51 FEET
 FE2388'EAST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 45E, 1.0
 FE2388'FOOT WEST OF A NORTH-SOUTH FENCE, AND 1.0 FOOT SOUTH OF A METAL
 FE2388'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FE2388'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 FE2388'DISK IS STAMPED CENTERVILLE 1958 NO 3 1972.
 FE2388'
 FE2388'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2388'REFERENCE MARK NO. 3 IS 128.13 FEET, (39.054) METERS.
 FE2388'
 FE2388'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE SOUTH-SOUTHWEST OF THE
 FE2388'STATION, 32 FEET NORTHWEST OF A 24-INCH WHITE OAK, 28 FEET
 FE2388'EAST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 45E, 13 FEET NORTH OF
 FE2388'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 10 FEET EAST OF
 FE2388'THE DON D. ATCHISON MAILBOX, 1.5 FEET WEST-NORTHWEST OF A SOUTHWEST
 FE2388'FENCE CORNER POST, 1.0 FOOT WEST OF A METAL WITNESS POST AND
 FE2388'SIGN, AND ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAY. IT IS A
 FE2388'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2388'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2388'CENTERVILLE 1958.
 FE2388'
 FE2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.0 MILES
 FE2388'NORTHEAST OF MEDINA.
 FE2388
 FE2388                          STATION RECOVERY (1974)
 FE2388
 FE2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE2388'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 FE2388'CONDITION. THE SURFACE STATION MARK AND REFERENCE
 FE2388'MARK 3 WERE FOUND DISTURBED BY GRADING. REFERENCE MARK 1 WAS NOT
 FE2388'FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING. A
 FE2388'NEW SURFACE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE SET. A NEW
 FE2388'DESCRIPTION FOLLOWS-
 FE2388'
 FE2388'THE STATION IS 319 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 FE2388'EAST, 67 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 45 E,
 FE2388'ABOUT 200 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE CENTERVILLE
 FE2388'CEMETERY, AND ON THE PROPERTY OF MRS. LOIS AKINS. THE
 FE2388'MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED CENTERVILLE
 FE2388'1958 1974.
 FE2388'
 FE2388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 FE2388'HIGHWAY 152 AT THE NORTH EDGE OF MEDINA, GO NORTH ON HIGHWAY
 FE2388'45 E FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH
 FE2388'ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 FE2388'
 FE2388'REFERENCE MARK 4 IS 1 FOOT NORTH OF A METAL WITNESS POST, 25 FEET
 FE2388'EAST OF THE CENTERLINE OF THE HIGHWAY AND 376 FEET SOUTH OF THE
 FE2388'CENTERLINE OF THE GRAVELED ROAD. THE MONUMENT IS FLUSH AND THE DISK
 FE2388'IS STAMPED CENTERVILLE 1958 NO 4 1974.
 FE2388'
 FE2388'REFERENCE MARK 5 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 23 FEET
 FE2388'EAST OF THE CENTERLINE OF THE HIGHWAY AND 265 FEET SOUTH OF THE
 FE2388'CENTERLINE OF THE ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2388'CENTERVILLE 1958 NO 5 1974.
 FE2388'
 FE2388'THE AZIMUTH MARK IS 32 FEET NORTHWEST OF A 24 INCH OAK TREE, 28 FEET
 FE2388'EAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 FE2388'CENTERLINE OF A DRIVEWAY, 2 FEET NORTHWEST OF A FENCE CORNER AND 1
 FE2388'FOOT WEST OF A METAL WITNESS POST. THE MONUMENT IS FLUSH AND
 FE2388'THE DISK IS STAMPED CENTERVILLE 1958.
 FE2388'
 FE2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES NORTH
 FE2388'OF MEDINA.
 FE2388'
 FE2388'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1528 ***********************************************************************
 FD1528  DESIGNATION -  CENTERVILLE ST FOREST LOT HR 1
 FD1528  PID         -  FD1528
 FD1528  STATE/COUNTY-  TN/HICKMAN
 FD1528  USGS QUAD   -  CENTERVILLE (1987)
 FD1528
 FD1528                         *CURRENT SURVEY CONTROL
 FD1528  ___________________________________________________________________
 FD1528* NAD 83(1995)-  35 48 30.82854(N)    087 28 54.44842(W)     ADJUSTED  
 FD1528* NAVD 88     -                                                        
 FD1528  ___________________________________________________________________
 FD1528  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FD1528  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD1528
 FD1528  HORZ ORDER  -  THIRD
 FD1528
 FD1528.The horizontal coordinates were established by classical geodetic methods
 FD1528.and adjusted by the National Geodetic Survey in April 1999..
 FD1528
 FD1528
 FD1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1528
 FD1528.The geoid height was determined by GEOID03.
 FD1528
 FD1528;                    North         East     Units Scale Factor Converg.
 FD1528;SPC TN       -   164,689.045   466,086.099   MT  0.99994850   -0 52 03.0
 FD1528;SPC TN       -   540,317.31  1,529,150.81   sFT  0.99994850   -0 52 03.0
 FD1528;UTM  16      - 3,962,822.760   456,472.435   MT  0.99962335   -0 16 54.8
 FD1528
 FD1528                          SUPERSEDED SURVEY CONTROL
 FD1528
 FD1528  NAD 83(1995)-  35 48 30.83052(N)    087 28 54.45176(W) AD(       ) 4
 FD1528  NAD 83(1986)-  35 48 30.83956(N)    087 28 54.45009(W) AD(       ) 4
 FD1528  NAD 27      -  35 48 30.60200(N)    087 28 54.39300(W) AD(       ) 3
 FD1528
 FD1528.Superseded values are not recommended for survey control.
 FD1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1528.See file dsdata.txt to determine how the superseded data were derived.
 FD1528
 FD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5647262823(NAD 83)
 FD1528_MARKER: 57 = LOOKOUT TOWER
 FD1528
 FD1528  HISTORY     - Date     Condition        Report By
 FD1528  HISTORY     - 1953     FIRST OBSERVED   CGS
 FD1528
 FD1528                          STATION DESCRIPTION
 FD1528
 FD1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1528'STATION IS THE CENTER OF THE TOP OF THE CENTERVILLE STATE FOREST
 FD1528'LOOKOUT TOWER.  IT IS ABOUT
 FD1528'2.5 MILES NORTH OF CENTERVILLE.  IT IS A FOUR LEGGED
 FD1528'STEEL STRUCTURE WITH A GLASSED
 FD1528'IN OBSERVATION PLATFORM ATOP AND IS
 FD1528'ABOUT 80 FEET HIGH.
 FD1528'
 FD1528'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1528'50 IN CENTERVILLE GO
 FD1528'NORTHEAST ON HIGHWAY 100 FOR 0.8 MILE TO A SIDE ROAD
 FD1528'LEFT (HICKMAN SPGS ROAD).  TURN
 FD1528'LEFT AND GO NORTHWEST FOR 0.5 MILE TO
 FD1528'A SIDE ROAD RIGHT, TURN RIGHT FOR 2.3 MILES TO THE
 FD1528'STATION ON THE
 FD1528'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1658 ***********************************************************************
 FD1658  CBN         -  This is a Cooperative Base Network Control Station.
 FD1658  DESIGNATION -  CENTPORT
 FD1658  PID         -  FD1658
 FD1658  STATE/COUNTY-  TN/HICKMAN
 FD1658  USGS QUAD   -  CENTERVILLE (1987)
 FD1658
 FD1658                         *CURRENT SURVEY CONTROL
 FD1658  ___________________________________________________________________
 FD1658* NAD 83(1995)-  35 50 12.99595(N)    087 26 42.97043(W)     ADJUSTED  
 FD1658* NAVD 88     -       230.6    (meters)     757.     (feet)  GPS OBS   
 FD1658  ___________________________________________________________________
 FD1658  X           -     230,747.993 (meters)                     COMP
 FD1658  Y           -  -5,171,631.086 (meters)                     COMP
 FD1658  Z           -   3,713,657.927 (meters)                     COMP
 FD1658  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FD1658  ELLIP HEIGHT-         202.21  (meters)          (08/03/04) GPS OBS
 FD1658  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1658
 FD1658  HORZ ORDER  -  A
 FD1658  ELLP ORDER  -  FOURTH    CLASS I
 FD1658
 FD1658.This mark is at Centerville Airport (GHM)
 FD1658
 FD1658.The horizontal coordinates were established by GPS observations
 FD1658.and adjusted by the National Geodetic Survey in August 2004..
 FD1658
 FD1658.The orthometric height was determined by GPS observations and a
 FD1658.high-resolution geoid model.
 FD1658
 FD1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1658
 FD1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1658
 FD1658.The ellipsoidal height was determined by GPS observations
 FD1658.and is referenced to NAD 83.
 FD1658
 FD1658.The geoid height was determined by GEOID03.
 FD1658
 FD1658;                    North         East     Units Scale Factor Converg.
 FD1658;SPC TN       -   167,788.087   469,432.925   MT  0.99994840   -0 50 46.0
 FD1658;SPC TN       -   550,484.75  1,540,131.19   sFT  0.99994840   -0 50 46.0
 FD1658;UTM  16      - 3,965,954.818   459,786.335   MT  0.99961993   -0 15 38.5
 FD1658
 FD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1658!SPC TN       -   0.99996826  x   0.99994840  =   0.99991667
 FD1658!UTM  16      -   0.99996826  x   0.99961993  =   0.99958821
 FD1658
 FD1658                          SUPERSEDED SURVEY CONTROL
 FD1658
 FD1658  NAD 83(1995)-  35 50 12.99571(N)    087 26 42.97030(W) AD(       ) 3
 FD1658  ELLIP H (04/12/99)  202.23   (m)                       GP(       ) 4 1
 FD1658  NAD 83(1995)-  35 50 12.99728(N)    087 26 42.97261(W) AD(       ) 3
 FD1658  NGVD 29 (09/17/90)  230.7    (m)          757.     (f) GPS OBS        
 FD1658
 FD1658.Superseded values are not recommended for survey control.
 FD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1658.See file dsdata.txt to determine how the superseded data were derived.
 FD1658
 FD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5978665955(NAD 83)
 FD1658_MARKER: I = METAL ROD
 FD1658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1658_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1658_STAMPING: CENTPORT 1987
 FD1658_MARK LOGO: NGS   
 FD1658_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1658+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1658
 FD1658  HISTORY     - Date     Condition        Report By
 FD1658  HISTORY     - 1987     MONUMENTED       NGS
 FD1658  HISTORY     - 19890720 GOOD
 FD1658  HISTORY     - 20031010 GOOD             TNDT
 FD1658
 FD1658                          STATION DESCRIPTION
 FD1658
 FD1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1658'5-15 MILES NORTHERLY ALONG STATE HIGHWAYS 48 AND 100 FROM
 FD1658'THE COURTHOUSE IN CENTERVILLE, TO A JUNCTION FOR STATE HIGHWAYS
 FD1658'48 AND 100, THENCE 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 48 TO THE
 FD1658'JUNCTION OF AIRPORT ROAD, THENCE 0.35 MILE SOUTHWEST ALONG AIRPORT
 FD1658'ROAD TO A Y JUNCTION, CONTINUE SOUTHWEST ALONG AIRPORT ROAD FOR 0.15
 FD1658'MILE TO THE OFFICE OF CENTERVILLE MUNICIPAL AIRPORT, THENCE EASTERLY
 FD1658'ACROSS PARKING LOT TO MARK, A 3-D MARK, A STAINLESS STEEL ROD
 FD1658'DRIVEN 18.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3
 FD1658'FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH
 FD1658'LOGO CAP, ---STAMPED CENTPORT 1987, 2 INCHES BELOW GROUND, WITH A
 FD1658'RAILROAD SPIKE IN CONCRETE, 221.0 FEET WEST OF SOUTHWEST CORNER OF
 FD1658'AIRPORT OFFICE, 145.0 FEET WEST OF A STEEL FLAGPOLE, 46.5 FEET
 FD1658'SOUTHEAST EDGE OF RUNWAY, 73.0 FEET NORTHEAST OF NORTHEAST EDGE OF
 FD1658'TAXIWAY CROSSOVER, AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS WITNESS
 FD1658'POST.
 FD1658'
 FD1658'NOTE--  NOTIFY MS DORIS SMITH AT 615 729 2266 OFFICE OR
 FD1658'615 729 4170 AT HOME BEFORE WORKING ON AIRPORT
 FD1658
 FD1658                          STATION RECOVERY (1989)
 FD1658
 FD1658'RECOVERED 1989
 FD1658'RECOVERED IN GOOD CONDITION.
 FD1658
 FD1658                          STATION RECOVERY (2003)
 FD1658
 FD1658'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1659 ***********************************************************************
 FD1659  DESIGNATION -  CENTPORT AZ MK
 FD1659  PID         -  FD1659
 FD1659  STATE/COUNTY-  TN/HICKMAN
 FD1659  USGS QUAD   -  CENTERVILLE (1987)
 FD1659
 FD1659                         *CURRENT SURVEY CONTROL
 FD1659  ___________________________________________________________________
 FD1659* NAD 83(1995)-  35 50 28.86975(N)    087 26 36.76729(W)     ADJUSTED  
 FD1659* NAVD 88     -       232.2    (meters)     762.     (feet)  VERTCON   
 FD1659  ___________________________________________________________________
 FD1659  X           -     230,890.799 (meters)                     COMP
 FD1659  Y           -  -5,171,339.166 (meters)                     COMP
 FD1659  Z           -   3,714,055.428 (meters)                     COMP
 FD1659  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FD1659  ELLIP HEIGHT-         203.70  (meters)          (04/12/99) GPS OBS
 FD1659  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FD1659
 FD1659  HORZ ORDER  -  THIRD
 FD1659  ELLP ORDER  -  FOURTH    CLASS I
 FD1659
 FD1659.This mark is at Centerville Airport (GHM)
 FD1659
 FD1659.The horizontal coordinates were established by GPS observations
 FD1659.and adjusted by the National Geodetic Survey in April 1999..
 FD1659
 FD1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1659
 FD1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1659
 FD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1659
 FD1659.The ellipsoidal height was determined by GPS observations
 FD1659.and is referenced to NAD 83.
 FD1659
 FD1659.The geoid height was determined by GEOID03.
 FD1659
 FD1659;                    North         East     Units Scale Factor Converg.
 FD1659;SPC TN       -   168,274.959   469,595.796   MT  0.99994841   -0 50 42.4
 FD1659;SPC TN       -   552,082.09  1,540,665.54   sFT  0.99994841   -0 50 42.4
 FD1659;UTM  16      - 3,966,443.168   459,944.171   MT  0.99961977   -0 15 35.0
 FD1659
 FD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1659!SPC TN       -   0.99996803  x   0.99994841  =   0.99991644
 FD1659!UTM  16      -   0.99996803  x   0.99961977  =   0.99958781
 FD1659
 FD1659                          SUPERSEDED SURVEY CONTROL
 FD1659
 FD1659  NAD 83(1995)-  35 50 28.87133(N)    087 26 36.76962(W) AD(       ) 3
 FD1659  NGVD 29 (09/17/90)  232.2    (m)          762.     (f) GPS OBS        
 FD1659
 FD1659.Superseded values are not recommended for survey control.
 FD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1659.See file dsdata.txt to determine how the superseded data were derived.
 FD1659
 FD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5994466443(NAD 83)
 FD1659_MARKER: I = METAL ROD
 FD1659_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1659_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1659+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1989
 FD1659
 FD1659  HISTORY     - Date     Condition        Report By
 FD1659  HISTORY     - 1987     MONUMENTED       NGS
 FD1659  HISTORY     - 19890720 GOOD
 FD1659
 FD1659                          STATION DESCRIPTION
 FD1659
 FD1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1659'5-15 MILES NORTHERLY ALONG STATE HIGHWAYS 48 AND 100 FROM THE
 FD1659'COURT HOUSE IN CENTERVILLE TO A Y JUNCTION FOR STATE HIGHWAYS 48 AND
 FD1659'100, THENCE 0.65 NORTHWEST ALONG STATE HIGHWAY 48 TO THE JUNCTION OF
 FD1659'AIRPORT ROAD, THENCE 0.35 MILE SOUTHWEST ALONG AIRPORT ROAD TO A Y
 FD1659'JUNCTION CONTINUE SOUTHWEST ALONG AIRPORT ROAD FOR 0.15 MILE TO THE
 FD1659'OFFICE OF THE CENTERVILLE MUNICIPAL AIRPORT, THENCE 0.05 MILE WESTERLY
 FD1659'ALONG TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.35 MILE NORTHEAST ALONG
 FD1659'EASTERLY SIDE OF RUNWAY TO THE MARK AT THE MOST NORTHERLY ONE OF TWO
 FD1659'VASI, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 16.5 FEET TO
 FD1659'REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 FD1659'1 INCH PVC PIPE, ENCASED IN 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED
 FD1659'CENTPORT AZ MK 1987, 1 INCH BELOW GROUND WITH RAILROAD SPIKE IN
 FD1659'CONCRETE, 31.0 FEET SOUTHEAST EDGE OF RUNWAY, 19.3 FEET WEST OF CENTER
 FD1659'OF CONCRETE BASE FOR THE NORTHERN VAGI, AND 1.0 FOOT SOUTHWEST OF A
 FD1659'FIBERGLASS WITNESS POST.
 FD1659
 FD1659                          STATION RECOVERY (1989)
 FD1659
 FD1659'RECOVERED 1989
 FD1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0714 ***********************************************************************
 GC0714  DESIGNATION -  CENTRAL
 GC0714  PID         -  GC0714
 GC0714  STATE/COUNTY-  TN/WILSON
 GC0714  USGS QUAD   -  HERMITAGE (1983)
 GC0714
 GC0714                         *CURRENT SURVEY CONTROL
 GC0714  ___________________________________________________________________
 GC0714* NAD 83(1995)-  36 10 12.07207(N)    086 32 20.45788(W)     ADJUSTED  
 GC0714* NAVD 88     -       203.971  (meters)     669.19   (feet)  ADJUSTED  
 GC0714  ___________________________________________________________________
 GC0714  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC0714  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0714  DYNAMIC HT  -         203.799 (meters)     668.63  (feet)  COMP
 GC0714  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC0714
 GC0714  HORZ ORDER  -  SECOND
 GC0714  VERT ORDER  -  SECOND    CLASS 0
 GC0714
 GC0714.The horizontal coordinates were established by classical geodetic methods
 GC0714.and adjusted by the National Geodetic Survey in April 1999..
 GC0714
 GC0714.The orthometric height was determined by differential leveling
 GC0714.and adjusted by the National Geodetic Survey in June 1991..
 GC0714
 GC0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0714
 GC0714.The geoid height was determined by GEOID03.
 GC0714
 GC0714.The dynamic height is computed by dividing the NAVD 88
 GC0714.geopotential number by the normal gravity value computed on the
 GC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0714.degrees latitude (g = 980.6199 gals.).
 GC0714
 GC0714.The modeled gravity was interpolated from observed gravity values.
 GC0714
 GC0714;                    North         East     Units Scale Factor Converg.
 GC0714;SPC TN       -   203,913.718   551,506.772   MT  0.99996554   -0 18 56.0
 GC0714;SPC TN       -   669,006.92  1,809,401.80   sFT  0.99996554   -0 18 56.0
 GC0714;UTM  16      - 4,002,904.858   541,458.158   MT  0.99962118   +0 16 19.4
 GC0714
 GC0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0714!SPC TN       -   0.99997257  x   0.99996554  =   0.99993811
 GC0714!UTM  16      -   0.99997257  x   0.99962118  =   0.99959376
 GC0714
 GC0714|---------------------------------------------------------------------|
 GC0714| PID    Reference Object                     Distance      Geod. Az  |
 GC0714|                                                           dddmmss.s |
 GC0714| GC0715 CENTRAL RM 1                          7.678 METERS 00910     |
 GC0714| GC0713 CENTRAL RM 2                         21.900 METERS 22529     |
 GC0714| CG5070 CENTRAL AZ MK                                      2451513.7 |
 GC0714|---------------------------------------------------------------------|
 GC0714
 GC0714                          SUPERSEDED SURVEY CONTROL
 GC0714
 GC0714  NAD 83(1995)-  36 10 12.07469(N)    086 32 20.46023(W) AD(       ) 2
 GC0714  NAD 83(1995)-  36 10 12.07695(N)    086 32 20.46081(W) AD(       ) 2
 GC0714  NAD 83(1986)-  36 10 12.08226(N)    086 32 20.46053(W) AD(       ) 2
 GC0714  NAD 27      -  36 10 11.88180(N)    086 32 20.47910(W) AD(       ) 2
 GC0714  NGVD 29 (??/??/92)  204.014  (m)          669.34   (f) ADJ UNCH    2 0
 GC0714
 GC0714.Superseded values are not recommended for survey control.
 GC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0714.See file dsdata.txt to determine how the superseded data were derived.
 GC0714
 GC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4145802905(NAD 83)
 GC0714_MARKER: DE = TRAVERSE STATION DISK
 GC0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0714_STAMPING: CENTRAL 1960
 GC0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0714+STABILITY: SURFACE MOTION
 GC0714
 GC0714  HISTORY     - Date     Condition        Report By
 GC0714  HISTORY     - 1960     MONUMENTED       CGS
 GC0714  HISTORY     - 1960     GOOD             CGS
 GC0714
 GC0714                          STATION DESCRIPTION
 GC0714
 GC0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0714'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.G. HIGHT, ABOUT 7
 GC0714'MILES EAST OF DONELSON, ABOUT 2 MILES SOUTHWEST OF MOUNT JULIET,
 GC0714'AND ON A SMALL BARE KNOLL.
 GC0714'
 GC0714'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0714'NORTHEAST ON U.S. HIGHWAY 70N FOR 2.5 MILES TO CENTRAL PIKE
 GC0714'ROAD ON THE RIGHT, JUST AFTER CROSSING STONES RIVER. TURN RIGHT,
 GC0714'SOUTHEAST, AND GO 1.3 MILES TO A CROSSROAD, AND THE
 GC0714'HERMITAGE POST OFFICE ON THE RIGHT. PROCEED EASTERLY ON CENTRAL PIKE
 GC0714'ROAD FOR 4.1 MILES TO A WHITE FRAME HOUSE ON THE LEFT, AND THE
 GC0714'GATE INTO THE PASTURE AT THE SOUTHEAST CORNER OF FARM YARD. TURN
 GC0714'LEFT, NORTH, PASSING THROUGH GATE, TO THE AZIMUTH MARK. GO EAST,
 GC0714'NORTH, AND EAST, FOLLOWING THE WIRE FENCE FOR 0.2 MILE TO THE
 GC0714'STATION.
 GC0714'
 GC0714'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 GC0714'MONUMENT, STAMPED CENTRAL 1960, AND SET FLUSH. IT IS 61 FEET
 GC0714'NORTH OF A FENCE CORNER POST, 2.7 FEET NORTHWEST OF A WITNESS SIGN,
 GC0714'AND 2 FEET WEST OF A WIRE FENCE.
 GC0714'
 GC0714'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0714'STAMPED CENTRAL NO. 1 1960, AND SET FLUSH. IT IS 27.4 FEET NORTH
 GC0714'OF A WITNESS SIGN AND 1 FOOT WEST OF A WIRE FENCE.
 GC0714'
 GC0714'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0714'STAMPED CENTRAL NO. 2 1960, AND SET FLUSH. IT IS 71.2 FEET
 GC0714'SOUTHWEST OF A WITNESS SIGN, 46 FEET WEST OF A FENCE CORNER POST, AND
 GC0714'JUST NORTH OF A EAST-WEST WIRE FENCE.
 GC0714'
 GC0714'THE AZIMUTH MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A STATION
 GC0714'DISK, SET IN A 6-INCH SQUARE CONCRETE MONUMENT, STAMPED 95 113
 GC0714'28, AND SET FLUSH. IT IS 62 FEET NORTH OF THE CENTER OF CENTRAL PIKE
 GC0714'ROAD, 42 FEET NORTH OF A WIRE FENCE, 38 FEET EAST OF A WIRE
 GC0714'FENCE, AND 12 FEET NORTHEAST OF A POWER LINE POLE.
 GC0714'
 GC0714'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GC0714
 GC0714                          STATION RECOVERY (1960)
 GC0714
 GC0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0714'4.1 MI S FROM MT JULIET.
 GC0714'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0714'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0714'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0714'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0714'ROAD, THEN 0.1 MILE WEST ON CENTRAL PIKE, THEN ABOUT 0.15 MILE
 GC0714'NORTH TO THE CREST OF A SMALL HILL.  THE STATION MARK IS 61 FT.
 GC0714'NORTH OF A FENCE CORNER POST, 2.7 FT. NORTHWEST OF A WITNESS
 GC0714'SIGN, AND 2 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF
 GC0714'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2654 ***********************************************************************
 FB2654  DESIGNATION -  CENTRAL
 FB2654  PID         -  FB2654
 FB2654  STATE/COUNTY-  TN/KNOX
 FB2654  USGS QUAD   -  KNOXVILLE (1978)
 FB2654
 FB2654                         *CURRENT SURVEY CONTROL
 FB2654  ___________________________________________________________________
 FB2654* NAD 83(1995)-  35 58 26.91858(N)    083 55 16.62571(W)     ADJUSTED  
 FB2654* NAVD 88     -       302.8    (meters)     993.     (feet)  VERTCON   
 FB2654  ___________________________________________________________________
 FB2654  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FB2654  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2654
 FB2654  HORZ ORDER  -  SECOND
 FB2654
 FB2654.The horizontal coordinates were established by classical geodetic methods
 FB2654.and adjusted by the National Geodetic Survey in April 1999..
 FB2654
 FB2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2654
 FB2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2654
 FB2654.The geoid height was determined by GEOID03.
 FB2654
 FB2654;                    North         East     Units Scale Factor Converg.
 FB2654;SPC TN       -   184,037.564   787,462.567   MT  0.99995138   +1 13 01.1
 FB2654;SPC TN       -   603,796.57  2,583,533.44   sFT  0.99995138   +1 13 01.1
 FB2654;UTM  17      - 3,985,027.244   236,589.956   MT  1.00045504   -1 43 01.2
 FB2654;UTM  16      - 3,985,464.385   777,609.559   MT  1.00054973   +1 48 34.8
 FB2654
 FB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2654!SPC TN       -   0.99995730  x   0.99995138  =   0.99990869
 FB2654!UTM  17      -   0.99995730  x   1.00045504  =   1.00041233
 FB2654!UTM  16      -   0.99995730  x   1.00054973  =   1.00050701
 FB2654
 FB2654:                Primary Azimuth Mark                     Grid Az
 FB2654:SPC TN       -  KNOXVILLE IMM CONCEPTION CH              181 33 16.9
 FB2654:UTM  17      -  KNOXVILLE IMM CONCEPTION CH              184 29 19.2
 FB2654:UTM  16      -  KNOXVILLE IMM CONCEPTION CH              180 57 43.2
 FB2654
 FB2654|---------------------------------------------------------------------|
 FB2654| PID    Reference Object                     Distance      Geod. Az  |
 FB2654|                                                           dddmmss.s |
 FB2654| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 0.8 KM 1824618.0 |
 FB2654| CZ4747 CENTRAL RM 1                          3.542 METERS 20515     |
 FB2654| FB2661 KNOXVILLE RADIO STA WKGN MAST       APPROX. 2.9 KM 2374023.2 |
 FB2654| CZ4748 CENTRAL RM 2                         18.074 METERS 26911     |
 FB2654|---------------------------------------------------------------------|
 FB2654
 FB2654                          SUPERSEDED SURVEY CONTROL
 FB2654
 FB2654  NAD 83(1995)-  35 58 26.92663(N)    083 55 16.62318(W) AD(       ) 2
 FB2654  NAD 83(1986)-  35 58 26.93220(N)    083 55 16.62147(W) AD(       ) 2
 FB2654  NAD 27      -  35 58 26.63390(N)    083 55 16.96280(W) AD(       ) 2
 FB2654  NGVD 29 (07/19/86)  302.9    (m)          994.     (f) VERT ANG       
 FB2654
 FB2654.Superseded values are not recommended for survey control.
 FB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2654.See file dsdata.txt to determine how the superseded data were derived.
 FB2654
 FB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3659085027(NAD 83)
 FB2654_MARKER: DS = TRIANGULATION STATION DISK
 FB2654_SETTING: 0 = UNSPECIFIED SETTING
 FB2654
 FB2654  HISTORY     - Date     Condition        Report By
 FB2654  HISTORY     - 1960     MONUMENTED       CGS
 FB2654  HISTORY     - 1980     MARK NOT FOUND   NGS
 FB2654
 FB2654                          STATION DESCRIPTION
 FB2654
 FB2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2654'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF DOWNTOWN KNOXVILLE, ON
 FB2654'THE ROOF OF THE KNOXVILLE BOARD OF EDUCATION BUILDING, IN THE
 FB2654'NORTHEAST ANGLE OF THE INTERSECTION OF CENTRAL AVENUE AND 5TH AVENUE
 FB2654'NE.
 FB2654'
 FB2654'THE MARK IS 42.2 FEET EAST OF THE SOUTHWEST CORNER OF THE ROOF, 8.6
 FB2654'FEET WEST OF A BRICK FIRE WALL, AND 2.0 FEET NORTH OF THE SOUTH
 FB2654'FIRE WALL.  IT IS A 3/8-INCH, COPPER NAIL DRIVEN THROUGH A COPPER
 FB2654'DISK INTO THE PLANKING OF THE BUILDING ROOF.  THE ROOF HAS A
 FB2654'BUILT-UP, FELT AND ASPHALT SEAL OVER THE PLANKING AND THE MARK IS
 FB2654'FLUSH WITH THIS ASPHALT BASE.  THE
 FB2654'CENTER OF THE HEAD OF THE NAIL IS MARKED BY A PUNCH MARK AND THE DISK
 FB2654'THROUGH WHICH IT IS DRIVEN IS STAMPED CENTRAL 1960.
 FB2654'
 FB2654'REFERENCE MARK NO. 1 IS 3/8-INCH, COPPER NAIL DRIVEN THROUGH A COPPER
 FB2654'DISK AND CEMENTED IN A DRILL HOLE IN THE CAPSTONE OF THE SOUTH FIRE
 FB2654'WALL.  THE CENTER OF THE HEAD OF THE NAIL IS MARKED WITH A CROSS AND
 FB2654'THE DISK THROUGH WHICH IT IS DRIVED IS STAMPED CENTRAL NO 1 1960.
 FB2654'
 FB2654'REFERENCE MARK NO. 2 IS 3/8-INCH, COPPER NAIL DRIVEN THROUGH A COPPER
 FB2654'DISK AND CEMENTED IN A DRILL HOLE IN THE CAPSTONE OF THE WEST FIRE
 FB2654'WALL.  THE CENTER OF THE HEAD OF THE NAIL IS MARKED WITH A CROSS AND
 FB2654'THE DISK THROUGH WHICH IT IS DRIVEN IS STAMPED CENTRAL NO 2 1960.
 FB2654'
 FB2654'THE KNOXVILLE, IMMACULATE CONCEPTION CHURCH SPIRE WILL SERVE AS AN
 FB2654'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FB2654
 FB2654                          STATION RECOVERY (1980)
 FB2654
 FB2654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FB2654'A SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  THE ROOF IS NOW
 FB2654'BEING COMPLETELY REBUILT AND THE CAPSTONE HAS BEEN COVERED BY TAR
 FB2654'AND ROOFING WHERE THE REFERENCE MARKS WERE SET.  THIS STATION
 FB2654'SHOULD BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2405 ***********************************************************************
 FE2405  DESIGNATION -  CENTRAL
 FE2405  PID         -  FE2405
 FE2405  STATE/COUNTY-  TN/GIBSON
 FE2405  USGS QUAD   -  BRAZIL (1964)
 FE2405
 FE2405                         *CURRENT SURVEY CONTROL
 FE2405  ___________________________________________________________________
 FE2405* NAD 83(1995)-  35 59 05.23077(N)    089 05 59.66162(W)     ADJUSTED  
 FE2405* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2405  ___________________________________________________________________
 FE2405  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FE2405  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2405
 FE2405  HORZ ORDER  -  SECOND
 FE2405
 FE2405.The horizontal coordinates were established by classical geodetic methods
 FE2405.and adjusted by the National Geodetic Survey in April 1999..
 FE2405
 FE2405.The orthometric height was scaled from a topographic map.
 FE2405
 FE2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2405
 FE2405.The geoid height was determined by GEOID03.
 FE2405
 FE2405;                    North         East     Units Scale Factor Converg.
 FE2405;SPC TN       -   187,654.177   320,507.570   MT  0.99995185   -1 48 53.3
 FE2405;SPC TN       -   615,662.08  1,051,531.92   sFT  0.99995185   -1 48 53.3
 FE2405;UTM  16      - 3,984,299.918   310,690.886   MT  1.00004161   -1 14 03.2
 FE2405
 FE2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2405!SPC TN       -   0.99998558  x   0.99995185  =   0.99993743
 FE2405!UTM  16      -   0.99998558  x   1.00004161  =   1.00002719
 FE2405
 FE2405|---------------------------------------------------------------------|
 FE2405| PID    Reference Object                     Distance      Geod. Az  |
 FE2405|                                                           dddmmss.s |
 FE2405| FE2857 CENTRAL RM 1                         27.668 METERS 02349     |
 FE2405| FE2858 CENTRAL RM 2                         23.633 METERS 16911     |
 FE2405| FE2859 CENTRAL AZ MK                                      2175135.6 |
 FE2405|---------------------------------------------------------------------|
 FE2405
 FE2405                          SUPERSEDED SURVEY CONTROL
 FE2405
 FE2405  NAD 83(1995)-  35 59 05.23450(N)    089 05 59.66401(W) AD(       ) 2
 FE2405  NAD 83(1986)-  35 59 05.24215(N)    089 05 59.66162(W) AD(       ) 2
 FE2405  NAD 27      -  35 59 04.98880(N)    089 05 59.41740(W) AD(       ) 2
 FE2405
 FE2405.Superseded values are not recommended for survey control.
 FE2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2405.See file dsdata.txt to determine how the superseded data were derived.
 FE2405
 FE2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1069184300(NAD 83)
 FE2405_MARKER: DS = TRIANGULATION STATION DISK
 FE2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2405_STAMPING: CENTRAL 1959
 FE2405_PROJECTION: FLUSH
 FE2405_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2405
 FE2405  HISTORY     - Date     Condition        Report By
 FE2405  HISTORY     - 1959     MONUMENTED       CGS
 FE2405  HISTORY     - 19961105 GOOD             USE
 FE2405
 FE2405                          STATION DESCRIPTION
 FE2405
 FE2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2405'THE STATION IS ABOUT 8 MILES WEST OF TRENTON, ABOUT 1.5 MILES
 FE2405'SOUTHEAST OF THE SMALL VILLAGE OF CENTRAL, AND IS ON THE PROPERTY
 FE2405'OF JESSIE PATERSON. IT IS 109 FEET WEST OF THE NORTHWEST CORNER OF A
 FE2405'FRAME HOUSE, 23 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 FE2405'23 FEET NORTH OF A TELEPHONE POLE, 5 FEET WEST OF A WHITE WITNESS
 FE2405'POST AND 4 FEET WEST OF A WIRE FENCE. THE MONUMENT IS 14 INCHES
 FE2405'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED CENTRAL 1959.
 FE2405'
 FE2405'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE SMALL VILLAGE OF
 FE2405'CENTRAL, THE CROSSROAD IS ABOUT 0.1 MILE EAST OF A GIN MILL AND A
 FE2405'LARGE STORE AND A GAS STATION SETS IN THE SOUTHEAST ANGLE, GO EAST ON
 FE2405'STATE HIGHWAY 104 FOR 0.9 MILE TO A WHITE HOUSE ON THE LEFT AND A
 FE2405'SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.6 MILE
 FE2405'TO THE TOP OF GRADE AT A FRAME HOUSE ON THE LEFT AND THE STATION ON
 FE2405'THE RIGHT, WEST SIDE OF ROAD.
 FE2405'
 FE2405'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT ROAD
 FE2405'FOR 0.5 MILE TO A T-ROAD. TURN RIGHT AND GO WEST FOR 0.4 MILE TO
 FE2405'THE AZIMUTH MARK ON THE RIGHT AT A POWER POLE WITH A TRANSFORMER.
 FE2405'
 FE2405'REFERENCE MARK 1 IS 38 FEET NORTH OF A FENCE CORNER, 16 FEET EAST OF
 FE2405'THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT WEST OF A WIRE FENCE. THE
 FE2405'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTRAL NO 1 1959.
 FE2405'
 FE2405'REFERENCE MARK 2 IS 34 FEET SOUTH OF A SOUTH GATE POST, 14 FEET WEST
 FE2405'OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT EAST OF A WIRE FENCE. THE
 FE2405'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTRAL NO 2 1959.
 FE2405'
 FE2405'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. W. J. BAILEY, 52 FEET EAST
 FE2405'OF THE CENTERLINE OF A DRIVEWAY, 11 FEET NORTH OF A WIRE FENCE, 32
 FE2405'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 4 FEET SOUTHWEST OF A
 FE2405'POWER POLE WITH TRANSFORMER AND 2 FEET NORTH OF A WHITE WITNESS
 FE2405'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTRAL 1959.
 FE2405'
 FE2405'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2405
 FE2405                          STATION RECOVERY (1996)
 FE2405
 FE2405'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2405'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0715 ***********************************************************************
 GC0715  DESIGNATION -  CENTRAL RM 1
 GC0715  PID         -  GC0715
 GC0715  STATE/COUNTY-  TN/WILSON
 GC0715  USGS QUAD   -  HERMITAGE (1983)
 GC0715
 GC0715                         *CURRENT SURVEY CONTROL
 GC0715  ___________________________________________________________________
 GC0715* NAD 83(1986)-  36 10 11.     (N)    086 32 20.     (W)     SCALED    
 GC0715* NAVD 88     -       203.513  (meters)     667.69   (feet)  ADJUSTED  
 GC0715  ___________________________________________________________________
 GC0715  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0715  DYNAMIC HT  -         203.341 (meters)     667.13  (feet)  COMP
 GC0715  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC0715
 GC0715  VERT ORDER  -  SECOND    CLASS 0
 GC0715
 GC0715.The horizontal coordinates were scaled from a topographic map and have
 GC0715.an estimated accuracy of +/- 6 seconds.
 GC0715
 GC0715.The orthometric height was determined by differential leveling
 GC0715.and adjusted by the National Geodetic Survey in June 1991..
 GC0715
 GC0715.The geoid height was determined by GEOID03.
 GC0715
 GC0715.The dynamic height is computed by dividing the NAVD 88
 GC0715.geopotential number by the normal gravity value computed on the
 GC0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0715.degrees latitude (g = 980.6199 gals.).
 GC0715
 GC0715.The modeled gravity was interpolated from observed gravity values.
 GC0715
 GC0715;                    North         East    Units  Estimated Accuracy
 GC0715;SPC TN       -   203,880.      551,520.      MT  (+/- 180 meters Scaled)
 GC0715
 GC0715                          SUPERSEDED SURVEY CONTROL
 GC0715
 GC0715  NGVD 29 (??/??/92)  203.556  (m)          667.83   (f) ADJ UNCH    2 0
 GC0715
 GC0715.Superseded values are not recommended for survey control.
 GC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0715.See file dsdata.txt to determine how the superseded data were derived.
 GC0715
 GC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF414028(NAD 83)
 GC0715_MARKER: DR = REFERENCE MARK DISK
 GC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0715_STAMPING: CENTRAL NO 1 1960
 GC0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0715+STABILITY: SURFACE MOTION
 GC0715
 GC0715  HISTORY     - Date     Condition        Report By
 GC0715  HISTORY     - 1960     MONUMENTED       CGS
 GC0715
 GC0715                          STATION DESCRIPTION
 GC0715
 GC0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0715'4.1 MI S FROM MOUNT JULIET.
 GC0715'THIS MARK IS LOCATED AT THE CENTRAL 1960 STATION SITE, 25.2 FT.
 GC0715'NORTH OF THE STATION MARK, 27.4 FT. NORTH OF A WITNESS SIGN, AND
 GC0715'1 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0715'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0713 ***********************************************************************
 GC0713  DESIGNATION -  CENTRAL RM 2
 GC0713  PID         -  GC0713
 GC0713  STATE/COUNTY-  TN/WILSON
 GC0713  USGS QUAD   -  HERMITAGE (1983)
 GC0713
 GC0713                         *CURRENT SURVEY CONTROL
 GC0713  ___________________________________________________________________
 GC0713* NAD 83(1986)-  36 10 11.     (N)    086 32 20.     (W)     SCALED    
 GC0713* NAVD 88     -       204.350  (meters)     670.44   (feet)  ADJUSTED  
 GC0713  ___________________________________________________________________
 GC0713  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0713  DYNAMIC HT  -         204.178 (meters)     669.87  (feet)  COMP
 GC0713  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC0713
 GC0713  VERT ORDER  -  SECOND    CLASS 0
 GC0713
 GC0713.The horizontal coordinates were scaled from a topographic map and have
 GC0713.an estimated accuracy of +/- 6 seconds.
 GC0713
 GC0713.The orthometric height was determined by differential leveling
 GC0713.and adjusted by the National Geodetic Survey in June 1991..
 GC0713
 GC0713.The geoid height was determined by GEOID03.
 GC0713
 GC0713.The dynamic height is computed by dividing the NAVD 88
 GC0713.geopotential number by the normal gravity value computed on the
 GC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0713.degrees latitude (g = 980.6199 gals.).
 GC0713
 GC0713.The modeled gravity was interpolated from observed gravity values.
 GC0713
 GC0713;                    North         East    Units  Estimated Accuracy
 GC0713;SPC TN       -   203,880.      551,520.      MT  (+/- 180 meters Scaled)
 GC0713
 GC0713                          SUPERSEDED SURVEY CONTROL
 GC0713
 GC0713  NGVD 29 (??/??/92)  204.393  (m)          670.58   (f) ADJ UNCH    2 0
 GC0713
 GC0713.Superseded values are not recommended for survey control.
 GC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0713.See file dsdata.txt to determine how the superseded data were derived.
 GC0713
 GC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF414028(NAD 83)
 GC0713_MARKER: DB = BENCH MARK DISK
 GC0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0713_STAMPING: CENTRAL NO 2 1960
 GC0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0713+STABILITY: SURFACE MOTION
 GC0713
 GC0713  HISTORY     - Date     Condition        Report By
 GC0713  HISTORY     - 1960     MONUMENTED       CGS
 GC0713
 GC0713                          STATION DESCRIPTION
 GC0713
 GC0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0713'4.1 MI S FROM MOUNT JULIET.
 GC0713'THIS MARK IS LOCATED AT THE CENTRAL 1960 STATION SITE, 71.8 FT.
 GC0713'SOUTHWEST OF THE STATION MARK, 71.2 FT. SOUTHWEST OF A WITNESS
 GC0713'SIGN, 46 FT. WEST OF A FENCE CORNER POST, AND JUST NORTH OF AN
 GC0713'EAST-WEST FENCE LINE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0713'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2242 ***********************************************************************
 FE2242  DESIGNATION -  CERRO GORDO
 FE2242  PID         -  FE2242
 FE2242  STATE/COUNTY-  TN/HARDIN
 FE2242  USGS QUAD   -  HOOKERS BEND (1972)
 FE2242
 FE2242                         *CURRENT SURVEY CONTROL
 FE2242  ___________________________________________________________________
 FE2242* NAD 83(1995)-  35 17 22.13548(N)    088 09 48.80067(W)     ADJUSTED  
 FE2242* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 FE2242  ___________________________________________________________________
 FE2242  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FE2242  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2242
 FE2242  HORZ ORDER  -  SECOND
 FE2242
 FE2242.The horizontal coordinates were established by classical geodetic methods
 FE2242.and adjusted by the National Geodetic Survey in April 1999..
 FE2242
 FE2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2242
 FE2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2242
 FE2242.The geoid height was determined by GEOID03.
 FE2242
 FE2242;                    North         East     Units Scale Factor Converg.
 FE2242;SPC TN       -   108,260.202   403,208.418   MT  0.99999327   -1 15 59.9
 FE2242;SPC TN       -   355,183.68  1,322,859.62   sFT  0.99999327   -1 15 59.9
 FE2242;UTM  16      - 3,905,766.989   394,196.464   MT  0.99973796   -0 40 20.1
 FE2242
 FE2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2242!SPC TN       -   0.99997596  x   0.99999327  =   0.99996923
 FE2242!UTM  16      -   0.99997596  x   0.99973796  =   0.99971392
 FE2242
 FE2242:                Primary Azimuth Mark                     Grid Az
 FE2242:SPC TN       -  CERRO GORDO AZ MK                        023 09 44.5
 FE2242:UTM  16      -  CERRO GORDO AZ MK                        022 34 04.7
 FE2242
 FE2242|---------------------------------------------------------------------|
 FE2242| PID    Reference Object                     Distance      Geod. Az  |
 FE2242|                                                           dddmmss.s |
 FE2242| CG3744 CERRO GORDO AZ MK                                  0215344.6 |
 FE2242| CG3745 CERRO GORDO RM 1                     31.645 METERS 05208     |
 FE2242| CG3746 CERRO GORDO RM 2                     28.165 METERS 16202     |
 FE2242| FE0204 RIGHT RESET                         APPROX.13.2 KM 2723554.0 |
 FE2242|---------------------------------------------------------------------|
 FE2242
 FE2242                          SUPERSEDED SURVEY CONTROL
 FE2242
 FE2242  NAD 83(1995)-  35 17 22.13952(N)    088 09 48.80154(W) AD(       ) 2
 FE2242  NAD 83(1995)-  35 17 22.13972(N)    088 09 48.80150(W) AD(       ) 2
 FE2242  NAD 83(1995)-  35 17 22.14245(N)    088 09 48.80149(W) AD(       ) 2
 FE2242  NAD 83(1986)-  35 17 22.14484(N)    088 09 48.80109(W) AD(       ) 2
 FE2242  NAD 27      -  35 17 21.86300(N)    088 09 48.67600(W) AD(       ) 2
 FE2242  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 FE2242
 FE2242.Superseded values are not recommended for survey control.
 FE2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2242.See file dsdata.txt to determine how the superseded data were derived.
 FE2242
 FE2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9419605767(NAD 83)
 FE2242_MARKER: DS = TRIANGULATION STATION DISK
 FE2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2242
 FE2242  HISTORY     - Date     Condition        Report By
 FE2242  HISTORY     - 1934     MONUMENTED       CGS
 FE2242  HISTORY     - 1949     GOOD             TVA
 FE2242  HISTORY     - 1962     GOOD             TNHD
 FE2242
 FE2242                          STATION DESCRIPTION
 FE2242
 FE2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2242'ABOUT 6.75 MILES NORTHEAST OF SAVANNAH, ON HIGHEST POINT OF LONG
 FE2242'RIDGE PARALLELING ROAD, 45 FEET WEST-NORTHWEST OF CENTER OF
 FE2242'ROAD, AND 15 FEET SOUTHEAST OF TRIPLE-OAK TREE. TO REACH FROM CERRO
 FE2242'GORDO ON CLIFTON-SAVANNAH ROAD, FOLLOW MAIN ROAD SOUTH 1.95
 FE2242'MILES, TURN SHARPLY TO LEFT (NORTHEAST) ONTO DIRT ROAD AND CONTINUE
 FE2242'1.6 MILES TO TOP OF GRADE AND STATION. SURFACE AND UNDERGROUND
 FE2242'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2242'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FE2242'CONCRETE. NO. 1 IS 12 FEET EAST OF CENTER LINE OF ROAD AND
 FE2242'103.96 FEET FROM STATION N 52 DEG 07 MIN E. NO. 2 IS 10
 FE2242'FEET EAST FROM CENTER LINE OF ROAD AND 92.49 FEET FROM STATION
 FE2242'S 17 DEG 50 MIN E.  AZIMUTH MARK IS 65 FEET NORTH OF T-ROAD WEST,
 FE2242'12 FEET WEST OF CENTER LINE OF ROAD, AND 210 YARDS FROM STATION
 FE2242'N 21 DEG 54 MIN E.
 FE2242
 FE2242                          STATION RECOVERY (1949)
 FE2242
 FE2242'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2242'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 6.75 MILES NE
 FE2242'OF SAVANNAH. DISK IS STAMPED CERRO GORDO 1934.
 FE2242'
 FE2242'A STEEL POST IS SET 2 FEET E OF THE MONUMENT.
 FE2242'
 FE2242'REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FE2242
 FE2242                          STATION RECOVERY (1962)
 FE2242
 FE2242'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FE2242'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FE2242'AS DESCRIBED. HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE
 FE2242'REFERENCE MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1934
 FE2242'MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0240 ***********************************************************************
 FD0240  DESIGNATION -  CF 391
 FD0240  PID         -  FD0240
 FD0240  STATE/COUNTY-  TN/COFFEE
 FD0240  USGS QUAD   -  MANCHESTER (1972)
 FD0240
 FD0240                         *CURRENT SURVEY CONTROL
 FD0240  ___________________________________________________________________
 FD0240* NAD 83(1986)-  35 26 38.     (N)    086 01 24.     (W)     SCALED    
 FD0240* NAVD 88     -       330.947  (meters)    1085.78   (feet)  ADJUSTED  
 FD0240  ___________________________________________________________________
 FD0240  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0240  DYNAMIC HT  -         330.629 (meters)    1084.74  (feet)  COMP
 FD0240  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 FD0240
 FD0240  VERT ORDER  -  SECOND    CLASS 0
 FD0240
 FD0240.The horizontal coordinates were scaled from a topographic map and have
 FD0240.an estimated accuracy of +/- 6 seconds.
 FD0240
 FD0240.The orthometric height was determined by differential leveling
 FD0240.and adjusted by the National Geodetic Survey in June 1991..
 FD0240
 FD0240.The geoid height was determined by GEOID03.
 FD0240
 FD0240.The dynamic height is computed by dividing the NAVD 88
 FD0240.geopotential number by the normal gravity value computed on the
 FD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0240.degrees latitude (g = 980.6199 gals.).
 FD0240
 FD0240.The modeled gravity was interpolated from observed gravity values.
 FD0240
 FD0240;                    North         East    Units  Estimated Accuracy
 FD0240;SPC TN       -   123,220.      597,880.      MT  (+/- 180 meters Scaled)
 FD0240
 FD0240                          SUPERSEDED SURVEY CONTROL
 FD0240
 FD0240  NGVD 29 (??/??/92)  330.941  (m)         1085.76   (f) ADJ UNCH    2 0
 FD0240
 FD0240.Superseded values are not recommended for survey control.
 FD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0240.See file dsdata.txt to determine how the superseded data were derived.
 FD0240
 FD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE886227(NAD 83)
 FD0240_MARKER: DE = TRAVERSE STATION DISK
 FD0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0240_STAMPING: CF 391 1951
 FD0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0240+STABILITY: SURFACE MOTION
 FD0240
 FD0240  HISTORY     - Date     Condition        Report By
 FD0240  HISTORY     - 1951     MONUMENTED       DOD
 FD0240  HISTORY     - 1962     GOOD             NGS
 FD0240
 FD0240                          STATION DESCRIPTION
 FD0240
 FD0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0240'4.9 MI SE FROM MANCHESTER.
 FD0240'TO REACH THE MARK FROM THE CITY HALL IN MANCHESTER GO SOUTHEAST
 FD0240'ON U.S. HIGHWAY 41 4.9 MILES TO THE MARK SET NEAR BAINES FRUIT
 FD0240'MARKET, 280.0 FEET EAST OF BAINES FRUIT MARKET, 60.0 FEET
 FD0240'SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 41, 14.0 FEET SOUTHEAST
 FD0240'OF A 12 INCH OAK TREE, AND 1.0 FEET EAST OF A METAL WITNESS SIGN.
 FD0240'A USE TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST
 FD0240'PROJECTING 12 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1118 ***********************************************************************
 FC1118  DESIGNATION -  CFPD 39
 FC1118  PID         -  FC1118
 FC1118  STATE/COUNTY-  TN/HAMILTON
 FC1118  USGS QUAD   -  CHATTANOOGA (1976)
 FC1118
 FC1118                         *CURRENT SURVEY CONTROL
 FC1118  ___________________________________________________________________
 FC1118* NAD 83(1986)-  35 03 18.     (N)    085 16 22.     (W)     SCALED    
 FC1118* NAVD 88     -       203.422  (meters)     667.39   (feet)  ADJUSTED  
 FC1118  ___________________________________________________________________
 FC1118  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1118  DYNAMIC HT  -         203.220 (meters)     666.73  (feet)  COMP
 FC1118  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FC1118
 FC1118  VERT ORDER  -  FIRST     CLASS II
 FC1118
 FC1118.The horizontal coordinates were scaled from a topographic map and have
 FC1118.an estimated accuracy of +/- 6 seconds.
 FC1118
 FC1118.The orthometric height was determined by differential leveling
 FC1118.and adjusted by the National Geodetic Survey in June 1991..
 FC1118
 FC1118.The geoid height was determined by GEOID03.
 FC1118
 FC1118.The dynamic height is computed by dividing the NAVD 88
 FC1118.geopotential number by the normal gravity value computed on the
 FC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1118.degrees latitude (g = 980.6199 gals.).
 FC1118
 FC1118.The modeled gravity was interpolated from observed gravity values.
 FC1118
 FC1118;                    North         East    Units  Estimated Accuracy
 FC1118;SPC TN       -    80,320.      666,340.      MT  (+/- 180 meters Scaled)
 FC1118
 FC1118                          SUPERSEDED SURVEY CONTROL
 FC1118
 FC1118  NGVD 29 (??/??/92)  203.462  (m)          667.52   (f) ADJ UNCH    1 2
 FC1118
 FC1118.Superseded values are not recommended for survey control.
 FC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1118.See file dsdata.txt to determine how the superseded data were derived.
 FC1118
 FC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD575805(NAD 83)
 FC1118_MARKER: DD = SURVEY DISK
 FC1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1118_STAMPING: CFPD 39 1937
 FC1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1118+STABILITY: SURFACE MOTION
 FC1118
 FC1118  HISTORY     - Date     Condition        Report By
 FC1118  HISTORY     - 1931     MONUMENTED       TVA
 FC1118  HISTORY     - 1950     GOOD             NGS
 FC1118
 FC1118                          STATION DESCRIPTION
 FC1118
 FC1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1118'AT CHATTANOOGA.
 FC1118'AT CHATTANOOGA, ABOUT 0.9 MILE NORTHEAST OF THE EAST THIRD
 FC1118'AVENUE VIADUCT OVER THE SOUTHERN RAILWAY YARDS, 353 FEET SOUTHWEST
 FC1118'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE OVERPASS
 FC1118'OF THE KNOXVILLE BRANCH OF THE SOUTHERN RAILWAY OVER THE MAIN
 FC1118'TRACKS, 74 1/2 FEET NORTHEAST OF SEMAPHORE NO. 32A-32B, 54 FEET
 FC1118'EAST-NORTHEAST OF RAILWAY SIGN POST SEC. 325, 17 1/2 FEET SOUTH
 FC1118'OF THE PROLONGED CENTER LINE OF WILSON STREET, 5.3 FEET NORTHWEST
 FC1118'OF THE NORTHWEST RAIL OF THE EXTREME NORTHWEST TRACK, ABOUT 1 FOOT
 FC1118'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1118'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1111 ***********************************************************************
 FC1111  DESIGNATION -  CFPD 40
 FC1111  PID         -  FC1111
 FC1111  STATE/COUNTY-  TN/HAMILTON
 FC1111  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1111
 FC1111                         *CURRENT SURVEY CONTROL
 FC1111  ___________________________________________________________________
 FC1111* NAD 83(1986)-  35 04 55.     (N)    085 14 43.     (W)     SCALED    
 FC1111* NAVD 88     -       207.206  (meters)     679.81   (feet)  ADJUSTED  
 FC1111  ___________________________________________________________________
 FC1111  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC1111  DYNAMIC HT  -         207.000 (meters)     679.13  (feet)  COMP
 FC1111  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 FC1111
 FC1111  VERT ORDER  -  FIRST     CLASS II
 FC1111
 FC1111.The horizontal coordinates were scaled from a topographic map and have
 FC1111.an estimated accuracy of +/- 6 seconds.
 FC1111
 FC1111.The orthometric height was determined by differential leveling
 FC1111.and adjusted by the National Geodetic Survey in June 1991..
 FC1111
 FC1111.The geoid height was determined by GEOID03.
 FC1111
 FC1111.The dynamic height is computed by dividing the NAVD 88
 FC1111.geopotential number by the normal gravity value computed on the
 FC1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1111.degrees latitude (g = 980.6199 gals.).
 FC1111
 FC1111.The modeled gravity was interpolated from observed gravity values.
 FC1111
 FC1111;                    North         East    Units  Estimated Accuracy
 FC1111;SPC TN       -    83,330.      668,830.      MT  (+/- 180 meters Scaled)
 FC1111
 FC1111                          SUPERSEDED SURVEY CONTROL
 FC1111
 FC1111  NGVD 29 (??/??/92)  207.246  (m)          679.94   (f) ADJ UNCH    1 2
 FC1111
 FC1111.Superseded values are not recommended for survey control.
 FC1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1111.See file dsdata.txt to determine how the superseded data were derived.
 FC1111
 FC1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD599835(NAD 83)
 FC1111_MARKER: DD = SURVEY DISK
 FC1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1111_STAMPING: CFPD 40 1937
 FC1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1111+STABILITY: SURFACE MOTION
 FC1111
 FC1111  HISTORY     - Date     Condition        Report By
 FC1111  HISTORY     - 1937     MONUMENTED       TVA
 FC1111  HISTORY     - 1950     GOOD             NGS
 FC1111
 FC1111                          STATION DESCRIPTION
 FC1111
 FC1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1111'0.7 MI NE FROM BOYCE.
 FC1111'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1111'STATION AT BOYCE, ABOUT 0.6 MILE SOUTHWEST OF A BRIDGE OVER
 FC1111'CHICKAMAUGA CREEK, AT A POINT WHERE THE NASHVILLE, CHATTANOOGA
 FC1111'AND ST. LOUIS CURVES EAST AWAY FROM THE SOUTHERN RAILWAY, 358 1/2
 FC1111'FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 333,
 FC1111'37 FEET NORTH OF A TELEPHONE POLE, 5.8 FEET SOUTHEAST OF THE
 FC1111'SOUTHEAST RAIL OF SOUTHERN RAILWAY ABOUT 1 FOOT BELOW THE TRACK
 FC1111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1175 ***********************************************************************
 FC1175  DESIGNATION -  CFPD 57
 FC1175  PID         -  FC1175
 FC1175  STATE/COUNTY-  TN/HAMILTON
 FC1175  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1175
 FC1175                         *CURRENT SURVEY CONTROL
 FC1175  ___________________________________________________________________
 FC1175* NAD 83(1986)-  35 02 52.     (N)    085 12 13.     (W)     SCALED    
 FC1175* NAVD 88     -       200.256  (meters)     657.01   (feet)  ADJUSTED  
 FC1175  ___________________________________________________________________
 FC1175  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1175  DYNAMIC HT  -         200.057 (meters)     656.35  (feet)  COMP
 FC1175  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 FC1175
 FC1175  VERT ORDER  -  SECOND    CLASS 0
 FC1175
 FC1175.The horizontal coordinates were scaled from a topographic map and have
 FC1175.an estimated accuracy of +/- 6 seconds.
 FC1175
 FC1175.The orthometric height was determined by differential leveling
 FC1175.and adjusted by the National Geodetic Survey in June 1991..
 FC1175
 FC1175.The geoid height was determined by GEOID03.
 FC1175
 FC1175.The dynamic height is computed by dividing the NAVD 88
 FC1175.geopotential number by the normal gravity value computed on the
 FC1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1175.degrees latitude (g = 980.6199 gals.).
 FC1175
 FC1175.The modeled gravity was interpolated from observed gravity values.
 FC1175
 FC1175;                    North         East    Units  Estimated Accuracy
 FC1175;SPC TN       -    79,570.      672,660.      MT  (+/- 180 meters Scaled)
 FC1175
 FC1175                          SUPERSEDED SURVEY CONTROL
 FC1175
 FC1175  NGVD 29 (??/??/92)  200.286  (m)          657.11   (f) ADJ UNCH    2 0
 FC1175
 FC1175.Superseded values are not recommended for survey control.
 FC1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1175.See file dsdata.txt to determine how the superseded data were derived.
 FC1175
 FC1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD638798(NAD 83)
 FC1175_MARKER: Z = SEE DESCRIPTION
 FC1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1175_SP_SET: MONUMENT
 FC1175_STAMPING: CFPD 57
 FC1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1175
 FC1175  HISTORY     - Date     Condition        Report By
 FC1175  HISTORY     - UNK      MONUMENTED       TVA
 FC1175  HISTORY     - 1958     GOOD             NGS
 FC1175
 FC1175                          STATION DESCRIPTION
 FC1175
 FC1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1175'0.8 MI N FROM CHATTANOOGA.
 FC1175'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF LOVELL FIELD,
 FC1175'CHATTANOOGA, TENNESSEE.  TO REACH FROM THE CONTROL TOWER AT LOVELL
 FC1175'FIELD, GO NORTH ON AIRPORT ROAD ABOUT 0.8 MILE TO A CONCRETE
 FC1175'BRIDGE OVER A CREEK, CONTINUE AHEAD 300 FEET TO THE STATION ON
 FC1175'THE RIGHT.  THE STATION IS 90 FEET EAST OF THE ROAD AND ABOUT 30
 FC1175'FEET LOWER THAN ROAD SURFACE.  STATION IS A STANDARD TVA BRONZE
 FC1175'TABLET STAMPED CFPD 57, SET IN A PRECAST CONCRETE MONUMENT AND
 FC1175'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1861 ***********************************************************************
 FC1861  DESIGNATION -  CFR 35
 FC1861  PID         -  FC1861
 FC1861  STATE/COUNTY-  TN/HAMILTON
 FC1861  USGS QUAD   -  CHATTANOOGA (1976)
 FC1861
 FC1861                         *CURRENT SURVEY CONTROL
 FC1861  ___________________________________________________________________
 FC1861* NAD 83(1995)-  35 00 06.37799(N)    085 21 18.02756(W)     ADJUSTED  
 FC1861* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 FC1861  ___________________________________________________________________
 FC1861  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FC1861  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1861
 FC1861  HORZ ORDER  -  SECOND
 FC1861
 FC1861.The horizontal coordinates were established by classical geodetic methods
 FC1861.and adjusted by the National Geodetic Survey in April 1999..
 FC1861
 FC1861.The orthometric height was scaled from a topographic map.
 FC1861
 FC1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1861
 FC1861.The geoid height was determined by GEOID03.
 FC1861
 FC1861;                    North         East     Units Scale Factor Converg.
 FC1861;SPC TN       -    74,358.717   658,881.600   MT  1.00005307   +0 22 39.4
 FC1861;SPC TN       -   243,958.56  2,161,680.72   sFT  1.00005307   +0 22 39.4
 FC1861;UTM  16      - 3,874,475.790   650,112.150   MT  0.99987772   +0 56 37.5
 FC1861
 FC1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1861!SPC TN       -   0.99991156  x   1.00005307  =   0.99996462
 FC1861!UTM  16      -   0.99991156  x   0.99987772  =   0.99978929
 FC1861
 FC1861                          SUPERSEDED SURVEY CONTROL
 FC1861
 FC1861  NAD 83(1995)-  35 00 06.37805(N)    085 21 18.02535(W) AD(       ) 2
 FC1861  NAD 83(1995)-  35 00 06.37849(N)    085 21 18.02942(W) AD(       ) 2
 FC1861  NAD 83(1995)-  35 00 06.37919(N)    085 21 18.02763(W) AD(       ) 2
 FC1861  NAD 83(1986)-  35 00 06.37941(N)    085 21 18.02730(W) AD(       ) 2
 FC1861  NAD 27      -  35 00 06.11180(N)    085 21 18.17990(W) AD(       ) 2
 FC1861
 FC1861.Superseded values are not recommended for survey control.
 FC1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1861.See file dsdata.txt to determine how the superseded data were derived.
 FC1861
 FC1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5011274476(NAD 83)
 FC1861_MARKER: DD = SURVEY DISK
 FC1861_SETTING: 66 = SET IN ROCK OUTCROP
 FC1861
 FC1861  HISTORY     - Date     Condition        Report By
 FC1861  HISTORY     - 1961     MONUMENTED       USGS
 FC1861  HISTORY     - 1968     GOOD             CGS
 FC1861  HISTORY     - 19981025 GOOD             USPSQD
 FC1861
 FC1861                          STATION DESCRIPTION
 FC1861
 FC1861'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FC1861'TO REACH THE STATION FROM THE LOOKOUT MOUNTAIN POST OFFICE, GO NORTH
 FC1861'ON STATE ROUTE 148 FOR 0.3 MILE TO A FORK, TAKE THE LEFT FORK, WEST
 FC1861'BROW ROAD, FOR 0.5 MILE TO A PARKING AREA ON THE LEFT AT THE JUNCTION
 FC1861'OF WEST BROW ROAD AND LINDEN WAY.  FROM HERE PACK NORTH DOWN WELL
 FC1861'DEFINED TRAIL FOR ABOUT 5 MINUTES TO SUNSET ROCK POINT AND THE
 FC1861'STATION.
 FC1861'
 FC1861'BM CFR (USGS) IS 6.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF CLIFF.
 FC1861'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED CFR 35
 FC1861'1936 CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC1861
 FC1861                          STATION RECOVERY (1968)
 FC1861
 FC1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1861'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FC1861'
 FC1861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1861'AT LOOKOUT MOUNTAIN.
 FC1861
 FC1861                          STATION RECOVERY (1998)
 FC1861
 FC1861'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0225 ***********************************************************************
 FE0225  DESIGNATION -  CHALK
 FE0225  PID         -  FE0225
 FE0225  STATE/COUNTY-  TN/HARDIN
 FE0225  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0225
 FE0225                         *CURRENT SURVEY CONTROL
 FE0225  ___________________________________________________________________
 FE0225* NAD 83(1995)-  35 16 49.95856(N)    088 17 35.23537(W)     ADJUSTED  
 FE0225* NAVD 88     -       152.895  (meters)     501.62   (feet)  ADJUSTED  
 FE0225  ___________________________________________________________________
 FE0225  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FE0225  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0225  DYNAMIC HT  -         152.757 (meters)     501.17  (feet)  COMP
 FE0225  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0225
 FE0225  HORZ ORDER  -  SECOND
 FE0225  VERT ORDER  -  SECOND    CLASS 0
 FE0225
 FE0225.The horizontal coordinates were established by classical geodetic methods
 FE0225.and adjusted by the National Geodetic Survey in April 1999..
 FE0225
 FE0225.The orthometric height was determined by differential leveling
 FE0225.and adjusted by the National Geodetic Survey in June 1991..
 FE0225
 FE0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0225
 FE0225.The geoid height was determined by GEOID03.
 FE0225
 FE0225.The dynamic height is computed by dividing the NAVD 88
 FE0225.geopotential number by the normal gravity value computed on the
 FE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0225.degrees latitude (g = 980.6199 gals.).
 FE0225
 FE0225.The modeled gravity was interpolated from observed gravity values.
 FE0225
 FE0225;                    North         East     Units Scale Factor Converg.
 FE0225;SPC TN       -   107,537.171   391,402.357   MT  0.99999475   -1 20 32.9
 FE0225;SPC TN       -   352,811.54  1,284,125.90   sFT  0.99999475   -1 20 32.9
 FE0225;UTM  16      - 3,904,921.611   382,401.380   MT  0.99977043   -0 44 49.1
 FE0225
 FE0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0225!SPC TN       -   0.99998034  x   0.99999475  =   0.99997509
 FE0225!UTM  16      -   0.99998034  x   0.99977043  =   0.99975078
 FE0225
 FE0225|---------------------------------------------------------------------|
 FE0225| PID    Reference Object                     Distance      Geod. Az  |
 FE0225|                                                           dddmmss.s |
 FE0225| CG3748 CHALK RM 1                           21.717 METERS 09501     |
 FE0225| CG3749 CHALK RM 2                           25.682 METERS 19238     |
 FE0225| CG5267 RT GN 40                              6.396 METERS 29610     |
 FE0225| FE0222 CHALK AZ MK                                        3015123.4 |
 FE0225|---------------------------------------------------------------------|
 FE0225
 FE0225                          SUPERSEDED SURVEY CONTROL
 FE0225
 FE0225  NAD 83(1995)-  35 16 49.96197(N)    088 17 35.23611(W) AD(       ) 2
 FE0225  NAD 83(1995)-  35 16 49.96229(N)    088 17 35.23565(W) AD(       ) 2
 FE0225  NAD 83(1995)-  35 16 49.96629(N)    088 17 35.23520(W) AD(       ) 2
 FE0225  NAD 83(1986)-  35 16 49.96787(N)    088 17 35.23540(W) AD(       ) 2
 FE0225  NAD 27      -  35 16 49.68330(N)    088 17 35.10150(W) AD(       ) 2
 FE0225  NGVD 29 (??/??/??)  152.907  (m)          501.66   (f) ADJUSTED    2 0
 FE0225
 FE0225.Superseded values are not recommended for survey control.
 FE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0225.See file dsdata.txt to determine how the superseded data were derived.
 FE0225
 FE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8240104922(NAD 83)
 FE0225_MARKER: DS = TRIANGULATION STATION DISK
 FE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0225_STAMPING: CHALK 1962
 FE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0225+STABILITY: SURFACE MOTION
 FE0225
 FE0225  HISTORY     - Date     Condition        Report By
 FE0225  HISTORY     - 1962     MONUMENTED       TNHD
 FE0225  HISTORY     - 1962     GOOD             TNHD
 FE0225  HISTORY     - 1967     GOOD             CGS
 FE0225  HISTORY     - 1973     GOOD             TVA
 FE0225  HISTORY     - 1976     GOOD             NGS
 FE0225
 FE0225                          STATION DESCRIPTION
 FE0225
 FE0225'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0225'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF SAVANNAH.
 FE0225'
 FE0225'TO REACH THE STATION FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH,
 FE0225'GO 2.2 MILES WEST TO A GRAVEL ROAD RIGHT, TURN RIGHT, AND GO 4.1
 FE0225'MILES NORTH TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0225'
 FE0225'THE SURFACE MARK DISK IS CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE
 FE0225'MONUMENT.  IT IS 37 FEET NORTHEAST OF THE CENTERLINE OF A
 FE0225'PAVED ROAD AND 2.1 FEET SOUTHWEST OF A WITNESS POST.
 FE0225'
 FE0225'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0225'DEPARTMENT DISKS STAMPED CHALK 1962.
 FE0225'
 FE0225'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FE0225'
 FE0225'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0225'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE
 FE0225'DISK IS STAMPED CHALK RM-1 1962.  IT IS 30 FEET EAST OF AN 18-INCH
 FE0225'TRIANGLE BLAZED OAK TREE, 29 FEET SOUTH OF A 20-INCH TRIANGLE
 FE0225'BLAZED TWIN TRUNK WHITE OAK TREE, AND 4 FEET SOUTH OF A 6-INCH
 FE0225'TRIANGLE BLAZED SOURWOOD TREE.
 FE0225'
 FE0225'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0225'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE
 FE0225'DISK IS STAMPED CHALK RM-2 1962.  IT IS 26 FEET SOUTHWEST OF THE
 FE0225'CENTERLINE OF A PAVED ROAD, 10 FEET NORTHWEST OF AN 18-INCH WHITE
 FE0225'OAK TREE AND 2 FEET NORTHEAST OF A FENCE.
 FE0225'
 FE0225'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0225'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE DISK
 FE0225'IS STAMPED CHALK AZI 1962.  IT IS 24 FEET SOUTHWEST OF THE CENTERLINE
 FE0225'OF A PAVED ROAD AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 FE0225'
 FE0225'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH 0.2 MILE
 FE0225'NORTHWEST ON THE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0225'
 FE0225'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 FE0225
 FE0225                          STATION RECOVERY (1962)
 FE0225
 FE0225'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0225'5 MI NW FROM SAVANNAH.
 FE0225'TO REACH THE STATION FROM THE HARDIN COUNTY COURT HOUSE IN
 FE0225'SAVANNAH, GO WEST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A GRAVELED
 FE0225'ROAD TO THE RIGHT.  TURN RIGHT AND GO NORTH FOR 3.3 MILES TO A
 FE0225'BRIDGE ACROSS BEASON CREEK AND THE BEGINNING OF A PAVED ROAD,
 FE0225'CONTINUE ON THE PAVED ROAD FOR 0.8 MILES TO THE STATION ON THE
 FE0225'RIGHT AS DESCRIBED.  THE STATION IS LOCATED 37 FEET NORTHEAST
 FE0225'OF THE CENTERLINE OF THE PAVED ROAD AND 2.1 FEET SOUTHWEST OF A
 FE0225'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0225'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FE0225'FLUSH WITH THE GROUND.
 FE0225
 FE0225                          STATION RECOVERY (1967)
 FE0225
 FE0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0225'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE0225'EXCELLENT CONDITION.  THE ORIGINAL TO-REACH IS COMPLETELY
 FE0225'ADEQUATE.
 FE0225
 FE0225                          STATION RECOVERY (1973)
 FE0225
 FE0225'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NOD)
 FE0225'CONDITION OF POINT WHEN FOUND GOOD.
 FE0225'
 FE0225'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CHALK STATION MARK
 FE0225'1962.
 FE0225'
 FE0225'DESC. OF MARKER GOOD.
 FE0225'
 FE0225'ADD. MARKER IS LOCATED 21.0 S 60 E FROM MARKER RT GN-40.
 FE0225'
 FE0225'POST AND SIGN SET 2.0 FEET S OF MARKER.
 FE0225'
 FE0225'CHALK RM NO 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0225'
 FE0225'CHECK AZI AND DISTANCE FROM STATION MARK STATION.  PROBED AREA.
 FE0225'
 FE0225'MARKER NOT FOUND.  POSSIBLEY DESTROYED BY HEAVY TIMER CUTTING
 FE0225'OPERATIONS.
 FE0225'
 FE0225'CHALK RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0225'
 FE0225'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CHALK R.M. 2 1962.
 FE0225'
 FE0225'DESC AND REF GOOD.
 FE0225'
 FE0225'ADD--MON IS SET ON TOP OF KNOLL + OR - 4 FEET ABOVE RD BED ELEV.
 FE0225'26 FEET SW FROM CENTERLINE OF ROAD.
 FE0225'
 FE0225'POST AND SURVEY MARKER SIGN SET 2 FEET E OF MARKER 15.0 N30W
 FE0225'TO 14 INCH HICKORY.
 FE0225'
 FE0225'CHALK AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0225'
 FE0225'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CHALK AZI.
 FE0225'
 FE0225'DESC OF MARKER GOOD.
 FE0225'
 FE0225'ADD TO DESC--MARKER IS SET 180 FEET S 35E FROM CROSS ROADS.
 FE0225'
 FE0225'IT IS DIRECTLY UNDER WIRE FENCE.  2 FEET W OF 8 INCH CREOSOTE
 FE0225'FORESTRY SIGN.  N 20 W 12.0 TO 14 INCH S. GUM.
 FE0225'
 FE0225'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.6 MI ALONG HWY 22 FROM
 FE0225'INT. OF HWY 22 AND 64.
 FE0225
 FE0225                          STATION RECOVERY (1976)
 FE0225
 FE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0225'ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 FE0225'REPORTED AS POSSIBLY BEING DESTROYED BY TIMBERING BUT WAS FOUND IN
 FE0225'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 FE0225'MARKS CHECKED.  A TVA MARK WAS FOUND NEAR THE STATION SITE
 FE0225'AND WAS CUT IN AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 FE0225'
 FE0225'THE STATION IS 31 FEET SOUTHEAST OF A 14 INCH OAK TREE, 37 FEET
 FE0225'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A
 FE0225'METAL WITNESS POST AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 FE0225'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHALK 1962.
 FE0225'
 FE0225'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE AT SAVANNAH,
 FE0225'GO WEST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A ROAD RIGHT.  TURN
 FE0225'RIGHT AND GO NORTHERLY ON THE PAVED ROAD FOR 4.1 MILES TO THE TOP OF
 FE0225'GRADE AND THE STATION ON THE RIGHT.  CONTINUE NORTHWEST ON
 FE0225'THE PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE0225'
 FE0225'REFERENCE MARK 1 IS 9 FEET EAST OF A 10 INCH PINE TREE, 11 FEET
 FE0225'NORTHWEST OF AN 8 INCH OAK TREE AND 10 FEET SOUTHWEST OF A 10 INCH
 FE0225'PINE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHALK
 FE0225'RM-1 1962.
 FE0225'
 FE0225'REFERENCE MARK 2 IS 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FE0225'10 FEET NORTHWEST OF AN 18 INCH OAK TREE, 2 FEET NORTHEAST OF A
 FE0225'FENCE, 2 FEET WEST OF A METAL WITNESS POST AND 15 FEET SOUTHEAST OF
 FE0225'A 14 INCH HICKORY TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE0225'STAMPED CHALK RM -2 1962.
 FE0225'
 FE0225'TVA RTGN IS A STANDARD TVA DISK SET IN THE TOP OF A 6 INCH SQUARE
 FE0225'CONCRETE POST PROJECTING 4 INCHES AND STAMPED RTGN 40, 29 FEET
 FE0225'NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A METAL
 FE0225'WITNESS POST AND 11 FEET SOUTH OF THE 14 INCH OAK TREE.
 FE0225'
 FE0225'THE AZIMUTH MARK IS SET DIRECTLY UNDER A FENCE, 24 FEET SOUTHWEST
 FE0225'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A METAL WITNESS
 FE0225'POST AND 12 FEET SOUTHEAST OF A 14 INCH GUM TREE.
 FE0225'
 FE0225'NOTE--ALL DISK ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
 FE0225'
 FE0225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 FE0225'NORTHWEST OF SAVANNAH.
 FE0225'
 FE0225'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0222 ***********************************************************************
 FE0222  DESIGNATION -  CHALK AZ MK
 FE0222  PID         -  FE0222
 FE0222  STATE/COUNTY-  TN/HARDIN
 FE0222  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0222
 FE0222                         *CURRENT SURVEY CONTROL
 FE0222  ___________________________________________________________________
 FE0222* NAD 83(1986)-  35 16 49.     (N)    088 17 35.     (W)     SCALED    
 FE0222* NAVD 88     -       152.951  (meters)     501.81   (feet)  ADJUSTED  
 FE0222  ___________________________________________________________________
 FE0222  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0222  DYNAMIC HT  -         152.812 (meters)     501.35  (feet)  COMP
 FE0222  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0222
 FE0222  VERT ORDER  -  SECOND    CLASS 0
 FE0222
 FE0222.The horizontal coordinates were scaled from a topographic map and have
 FE0222.an estimated accuracy of +/- 6 seconds.
 FE0222
 FE0222.The orthometric height was determined by differential leveling
 FE0222.and adjusted by the National Geodetic Survey in June 1991..
 FE0222
 FE0222.The geoid height was determined by GEOID03.
 FE0222
 FE0222.The dynamic height is computed by dividing the NAVD 88
 FE0222.geopotential number by the normal gravity value computed on the
 FE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0222.degrees latitude (g = 980.6199 gals.).
 FE0222
 FE0222.The modeled gravity was interpolated from observed gravity values.
 FE0222
 FE0222;                    North         East    Units  Estimated Accuracy
 FE0222;SPC TN       -   107,510.      391,410.      MT  (+/- 180 meters Scaled)
 FE0222
 FE0222                          SUPERSEDED SURVEY CONTROL
 FE0222
 FE0222  NGVD 29 (??/??/??)  152.962  (m)          501.84   (f) ADJUSTED    2 0
 FE0222
 FE0222.Superseded values are not recommended for survey control.
 FE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0222.See file dsdata.txt to determine how the superseded data were derived.
 FE0222
 FE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824048(NAD 83)
 FE0222_MARKER: DZ = AZIMUTH MARK DISK
 FE0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0222_STAMPING: CHALK AZI 1962
 FE0222_MARK LOGO: TNHD  
 FE0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0222+STABILITY: SURFACE MOTION
 FE0222
 FE0222  HISTORY     - Date     Condition        Report By
 FE0222  HISTORY     - 1962     MONUMENTED       TNHD
 FE0222
 FE0222                          STATION DESCRIPTION
 FE0222
 FE0222'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0222'5 MI NW FROM SAVANNAH.
 FE0222'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO WEST ON
 FE0222'U.S. HIGHWAY 64 FOR 2.2 MILES TO A GRAVELED ROAD RIGHT.  TURN
 FE0222'RIGHT AND GO NORTH FOR 3.3 MILES TO A BRIDGE ACROSS BEASON CREEK
 FE0222'AND THE BEGINNING OF A PAVED ROAD, CONTINUE ON PAVED ROAD FOR
 FE0222'1.0 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS 24
 FE0222'FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD AND 1.9
 FE0222'FEET NORTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD
 FE0222'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0222'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0226 ***********************************************************************
 FE0226  DESIGNATION -  CHALK RM 1
 FE0226  PID         -  FE0226
 FE0226  STATE/COUNTY-  TN/HARDIN
 FE0226  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0226
 FE0226                         *CURRENT SURVEY CONTROL
 FE0226  ___________________________________________________________________
 FE0226* NAD 83(1986)-  35 16 49.     (N)    088 17 35.     (W)     SCALED    
 FE0226* NAVD 88     -       154.727  (meters)     507.63   (feet)  ADJUSTED  
 FE0226  ___________________________________________________________________
 FE0226  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0226  DYNAMIC HT  -         154.586 (meters)     507.17  (feet)  COMP
 FE0226  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0226
 FE0226  VERT ORDER  -  SECOND    CLASS 0
 FE0226
 FE0226.The horizontal coordinates were scaled from a topographic map and have
 FE0226.an estimated accuracy of +/- 6 seconds.
 FE0226
 FE0226.The orthometric height was determined by differential leveling
 FE0226.and adjusted by the National Geodetic Survey in June 1991..
 FE0226
 FE0226.The geoid height was determined by GEOID03.
 FE0226
 FE0226.The dynamic height is computed by dividing the NAVD 88
 FE0226.geopotential number by the normal gravity value computed on the
 FE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0226.degrees latitude (g = 980.6199 gals.).
 FE0226
 FE0226.The modeled gravity was interpolated from observed gravity values.
 FE0226
 FE0226;                    North         East    Units  Estimated Accuracy
 FE0226;SPC TN       -   107,510.      391,410.      MT  (+/- 180 meters Scaled)
 FE0226
 FE0226                          SUPERSEDED SURVEY CONTROL
 FE0226
 FE0226  NGVD 29 (??/??/??)  154.738  (m)          507.67   (f) ADJUSTED    2 0
 FE0226
 FE0226.Superseded values are not recommended for survey control.
 FE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0226.See file dsdata.txt to determine how the superseded data were derived.
 FE0226
 FE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824048(NAD 83)
 FE0226_MARKER: DR = REFERENCE MARK DISK
 FE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0226_STAMPING: CHALK RM-1 1962
 FE0226_MARK LOGO: TNHD  
 FE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0226+STABILITY: SURFACE MOTION
 FE0226
 FE0226  HISTORY     - Date     Condition        Report By
 FE0226  HISTORY     - 1962     MONUMENTED       TNHD
 FE0226
 FE0226                          STATION DESCRIPTION
 FE0226
 FE0226'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0226'5 MI NW FROM SAVANNAH.
 FE0226'THIS MARK IS LOCATED AT THE CHALK 1962 STATION SITE, 4 FEET
 FE0226'SOUTH OF A TRIANGULAR BLAZED, 6 INCH SOURWOOD TREE, 30.5 FEET
 FE0226'EAST OF A TRIANGULAR BLAZED 18 INCH WHITE OAK TREE, AND 29 FEET
 FE0226'SOUTH OF A TRIANGULAR BLAZED, 20 INCH, TWIN TRUNKED, WHITE OAK
 FE0226'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0226'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0224 ***********************************************************************
 FE0224  DESIGNATION -  CHALK RM 2
 FE0224  PID         -  FE0224
 FE0224  STATE/COUNTY-  TN/HARDIN
 FE0224  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0224
 FE0224                         *CURRENT SURVEY CONTROL
 FE0224  ___________________________________________________________________
 FE0224* NAD 83(1986)-  35 16 50.     (N)    088 17 35.     (W)     SCALED    
 FE0224* NAVD 88     -       152.246  (meters)     499.49   (feet)  ADJUSTED  
 FE0224  ___________________________________________________________________
 FE0224  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0224  DYNAMIC HT  -         152.108 (meters)     499.04  (feet)  COMP
 FE0224  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0224
 FE0224  VERT ORDER  -  SECOND    CLASS 0
 FE0224
 FE0224.The horizontal coordinates were scaled from a topographic map and have
 FE0224.an estimated accuracy of +/- 6 seconds.
 FE0224
 FE0224.The orthometric height was determined by differential leveling
 FE0224.and adjusted by the National Geodetic Survey in June 1991..
 FE0224
 FE0224.The geoid height was determined by GEOID03.
 FE0224
 FE0224.The dynamic height is computed by dividing the NAVD 88
 FE0224.geopotential number by the normal gravity value computed on the
 FE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0224.degrees latitude (g = 980.6199 gals.).
 FE0224
 FE0224.The modeled gravity was interpolated from observed gravity values.
 FE0224
 FE0224;                    North         East    Units  Estimated Accuracy
 FE0224;SPC TN       -   107,540.      391,410.      MT  (+/- 180 meters Scaled)
 FE0224
 FE0224                          SUPERSEDED SURVEY CONTROL
 FE0224
 FE0224  NGVD 29 (??/??/??)  152.257  (m)          499.53   (f) ADJUSTED    2 0
 FE0224
 FE0224.Superseded values are not recommended for survey control.
 FE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0224.See file dsdata.txt to determine how the superseded data were derived.
 FE0224
 FE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824049(NAD 83)
 FE0224_MARKER: DR = REFERENCE MARK DISK
 FE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0224_STAMPING: CHALK RM-2 1962
 FE0224_MARK LOGO: TNHD  
 FE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0224+STABILITY: SURFACE MOTION
 FE0224
 FE0224  HISTORY     - Date     Condition        Report By
 FE0224  HISTORY     - 1962     MONUMENTED       TNHD
 FE0224
 FE0224                          STATION DESCRIPTION
 FE0224
 FE0224'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0224'5 MI NW FROM SAVANNAH.
 FE0224'THIS MARK IS LOCATED AT THE CHALK 1962 STATION SITE, 26 FEET
 FE0224'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 2 FEET NORTHEAST
 FE0224'OF A FENCE AND 10 FEET NORTHWEST OF AN 18 INCH WHITE OAK TREE.
 FE0224'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FE0224'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1524 ***********************************************************************
 GD1524  DESIGNATION -  CHAMBERS
 GD1524  PID         -  GD1524
 GD1524  STATE/COUNTY-  TN/OBION
 GD1524  USGS QUAD   -  HARRIS (1983)
 GD1524
 GD1524                         *CURRENT SURVEY CONTROL
 GD1524  ___________________________________________________________________
 GD1524* NAD 83(1995)-  36 27 04.23800(N)    088 59 28.46242(W)     ADJUSTED  
 GD1524* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 GD1524  ___________________________________________________________________
 GD1524  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1524  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD1524
 GD1524  HORZ ORDER  -  SECOND
 GD1524
 GD1524.The horizontal coordinates were established by classical geodetic methods
 GD1524.and adjusted by the National Geodetic Survey in April 1999..
 GD1524
 GD1524.The orthometric height was scaled from a topographic map.
 GD1524
 GD1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1524
 GD1524.The geoid height was determined by GEOID03.
 GD1524
 GD1524;                    North         East     Units Scale Factor Converg.
 GD1524;SPC TN       -   239,075.900   331,883.469   MT  1.00000630   -1 45 04.3
 GD1524;SPC TN       -   784,368.18  1,088,854.35   sFT  1.00000630   -1 45 04.3
 GD1524;UTM  16      - 4,035,835.265   321,551.469   MT  0.99999235   -1 11 00.2
 GD1524
 GD1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1524!SPC TN       -   0.99998510  x   1.00000630  =   0.99999140
 GD1524!UTM  16      -   0.99998510  x   0.99999235  =   0.99997745
 GD1524
 GD1524|---------------------------------------------------------------------|
 GD1524| PID    Reference Object                     Distance      Geod. Az  |
 GD1524|                                                           dddmmss.s |
 GD1524| CG3752 CHAMBERS RM 2                        41.179 METERS 00215     |
 GD1524| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX.11.9 KM 0531610.1 |
 GD1524| CG3751 CHAMBERS RM 1                        29.822 METERS 11518     |
 GD1524| CG3750 CHAMBERS AZ MK                                     2224537.4 |
 GD1524| GD1613 UNION CITY CUMBERLAND PRESB CH      APPROX. 6.1 KM 2400841.0 |
 GD1524| GD1612 UNION CITY BROWN BILT SHOE TK       APPROX. 6.2 KM 2501820.8 |
 GD1524|---------------------------------------------------------------------|
 GD1524
 GD1524                          SUPERSEDED SURVEY CONTROL
 GD1524
 GD1524  NAD 83(1995)-  36 27 04.23935(N)    088 59 28.46141(W) AD(       ) 2
 GD1524  NAD 83(1995)-  36 27 04.24044(N)    088 59 28.46210(W) AD(       ) 2
 GD1524  NAD 83(1986)-  36 27 04.25064(N)    088 59 28.46172(W) AD(       ) 2
 GD1524  NAD 27      -  36 27 04.02500(N)    088 59 28.23400(W) AD(       ) 2
 GD1524
 GD1524.Superseded values are not recommended for survey control.
 GD1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1524.See file dsdata.txt to determine how the superseded data were derived.
 GD1524
 GD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2155135835(NAD 83)
 GD1524_MARKER: DS = TRIANGULATION STATION DISK
 GD1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1524+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1524
 GD1524  HISTORY     - Date     Condition        Report By
 GD1524  HISTORY     - 1934     MONUMENTED       CGS
 GD1524  HISTORY     - 1967     GOOD             CGS
 GD1524  HISTORY     - 20030811 GOOD             USACE
 GD1524
 GD1524                          STATION DESCRIPTION
 GD1524
 GD1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1524'ABOUT 4 MILES NORTH OF UNION CITY, 3-3/4 MILES SOUTH OF TENNESSEE
 GD1524'KENTUCKY STATE LINE, AND ON PROPERTY OF T. P. RUCKER.  TO REACH FROM
 GD1524'UNION CITY, FOLLOW U.S. ROUTE 45W NORTH 4.3 MILES TO TOP OF GRADE
 GD1524'AND STATION ON LEFT, ABOUT 250 FEET NORTH-NORTHWEST OF CENTER LINE
 GD1524'OF HIGHWAY, 48.5 FEET SOUTH OF 30-INCH WILD-CHERRY TREE, 16 FEET
 GD1524'NORTH OF SOUTHWEST CORNER OF SMALL CEMETERY, AND 10 INCHES EAST OF
 GD1524'WEST FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1524'STATION DISKS IN CONCRETE.  REFERENCE AND
 GD1524'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1524'NO. 1 IS ALONG FENCE LINE BETWEEN CEMETERY AND HIGHWAY, 30 FEET
 GD1524'SOUTH OF SOUTH FENCE LINE AROUND CEMETERY, AND 97.84 FEET FROM
 GD1524'STATION S 64 DEG 42 MIN E.  NO. 2 IS JUST INSIDE OF
 GD1524'FENCE, 4 FEET EAST OF NORTHWEST CORNER OF NORTH FENCE LINE AROUND
 GD1524'CEMETERY, AND 135.10 FEET FROM STATION N 02 DEG 15 MIN E.
 GD1524'AZIMUTH MARK IS 0.08 MILE SOUTHWEST OF FARM ROAD LEADING NORTHWEST
 GD1524'FROM ROUTE 45E, 25 FEET SOUTHEAST OF CENTER LINE OF ROUTE 45E, 1
 GD1524'FOOT NORTHWEST OF RIGHT-OF-WAY FENCE LINE, AND 0.3 MILE FROM
 GD1524'STATION S 42 DEG 46 MIN W.
 GD1524
 GD1524                          STATION RECOVERY (1967)
 GD1524
 GD1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1524'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1524'CONDITION. DUE TO CHANGES AT THE SITE, THE ORIGINAL DESCRIPTION IS NO
 GD1524'LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1524'
 GD1524'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF UNION CITY, ABOUT 3.75
 GD1524'MILES SOUTH OF THE TENNESSEE-KENTUCKY STATE LINE, AND AT THE SITE
 GD1524'OF A SMALL FAMILY CEMETERY.
 GD1524'
 GD1524'TO REACH THE STATION FROM THE POST OFFICE IN UNION CITY, GO EAST ONE
 GD1524'BLOCK TO U.S. HIGHWAYS 45W AND 51, THIS IS N. FIRST STREET.  HERE
 GD1524'TURN LEFT AND GO NORTH AND NORTHEASTERLY ON U.S. HIGHWAYS 45W AND 51
 GD1524'FOR 4.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1524'CONTINUE NORTHEASTERLY ON THE HIGHWAYS FOR 0.2 MILE TO THE OBION
 GD1524'COUNTY MEMORIAL GARDENS ON THE RIGHT AND THE J. AND J. AUTO
 GD1524'SALVAGE ON THE LEFT.  HERE TURN LEFT ON A PRIVATE DRIVE JUST
 GD1524'NORTHEAST OF THE AUTO SALVAGE OFFICE AND GO NORTHERLY THROUGH THE
 GD1524'LOT FOR ABOUT 0.1 MILE TO A LARGE BLACK CHERRY TREE, A CEMETERY, AND
 GD1524'THE STATION AS DESCRIBED.
 GD1524'
 GD1524'THE STATION IS IN AN OLD FENCE IN A THICKET OF SASSAFRAS SAPLINGS
 GD1524'ALONG THE WEST EDGE OF THE OLD DREWRY FAMILY CEMETERY, 82 FEET
 GD1524'SOUTHWEST OF A 20-INCH CEDAR TREE, 61 FEET WEST OF A 16-INCH
 GD1524'SASSAFRAS TREE, 47 FEET SOUTH OF A 30-INCH BLACK CHERRY TREE, 16.5
 GD1524'FEET WEST-NORTHWEST OF THE HEADSTONE OF THE DICK AND TUSA
 GD1524'DREWRY GRAVE, 15.5 FEET WEST OF THE HEADSTONE OF THE ROY E.
 GD1524'DREWRY GRAVE, AND 0.6 OF A FOOT EAST OF A METAL WITNESS POST AND
 GD1524'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1524'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GD1524'STAMPED CHAMBERS 1934.
 GD1524'
 GD1524'REFERENCE MARK NO. 1 IS 97.84 FEET SOUTHEAST OF THE STATION, 40 FEET
 GD1524'SOUTHEAST OF A 16-INCH SASSAFRAS TREE, 10 FEET NORTH OF AN 8-INCH
 GD1524'SOURWOOD TREE AND 1 FOOT WEST OF A FENCE.  IT IS A STANDARD DISK
 GD1524'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1524'7 INCHES AND THE DISK IS STAMPED CHAMBERS NO 1 1934.
 GD1524'
 GD1524'REFERENCE MARK NO. 2 IS 135.10 FEET NORTH OF THE STATION, 74 FEET
 GD1524'NORTH-NORTHWEST OF A 20-INCH CEDAR TREE, 4 FEET EAST OF THE
 GD1524'NORTHWEST CORNER POST OF THE CEMETERY FENCE, AND 1 FOOT SOUTH OF THE
 GD1524'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1524'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1524'STAMPED CHAMBERS NO 2 1934.
 GD1524'
 GD1524'NO EFFORT WAS MADE TO MEASURE THROUGH THE CEMETERY TO GET A DISTANCE
 GD1524'BETWEEN THE REFERENCE MARKS.
 GD1524'
 GD1524'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTHWEST OF THE STATION, 210
 GD1524'FEET SOUTHWEST OF A POWERLINE TRANSFORMER POLE, 190 FEET NORTHEAST
 GD1524'OF A POWERLINE TRANSFORMER POLE, 136 FEET SOUTHWEST OF A CONCRETE
 GD1524'RIGHT-OF-WAY MARKER POST, 70 FEET EAST OF A MAILBOX PLACED
 GD1524'BETWEEN TWO DRIVEWAYS, 1.3 FEET NORTHWEST OF A WOVEN WIRE FENCE, AND
 GD1524'0.6 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1524'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1524'ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GD1524'STAMPED CHAMBERS AZI 1934.
 GD1524'
 GD1524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 GD1524'NORTH OF UNION CITY.
 GD1524
 GD1524                          STATION RECOVERY (2003)
 GD1524
 GD1524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1524'RM1 AND RM2 FOUND IN GOOD CONDITION. AZ MK NOT SEARCHED FOR. NO MARKS
 GD1524'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1441 ***********************************************************************
 FE1441  DESIGNATION -  CHAPEL
 FE1441  PID         -  FE1441
 FE1441  STATE/COUNTY-  TN/SHELBY
 FE1441  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1441
 FE1441                         *CURRENT SURVEY CONTROL
 FE1441  ___________________________________________________________________
 FE1441* NAD 83(1995)-  35 11 39.47852(N)    089 57 08.50206(W)     ADJUSTED  
 FE1441* NAVD 88     -        74.583  (meters)     244.69   (feet)  ADJUSTED  
 FE1441  ___________________________________________________________________
 FE1441  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE1441  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1441  DYNAMIC HT  -          74.516 (meters)     244.47  (feet)  COMP
 FE1441  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1441
 FE1441  HORZ ORDER  -  SECOND
 FE1441  VERT ORDER  -  SECOND    CLASS 0
 FE1441
 FE1441.The horizontal coordinates were established by classical geodetic methods
 FE1441.and adjusted by the National Geodetic Survey in April 1999..
 FE1441
 FE1441.The orthometric height was determined by differential leveling
 FE1441.and adjusted by the National Geodetic Survey in June 1991..
 FE1441
 FE1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1441
 FE1441.The geoid height was determined by GEOID03.
 FE1441
 FE1441.The dynamic height is computed by dividing the NAVD 88
 FE1441.geopotential number by the normal gravity value computed on the
 FE1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1441.degrees latitude (g = 980.6199 gals.).
 FE1441
 FE1441.The modeled gravity was interpolated from observed gravity values.
 FE1441
 FE1441;                    North         East     Units Scale Factor Converg.
 FE1441;SPC TN       -   102,792.141   240,145.221   MT  1.00001030   -2 18 49.9
 FE1441;SPC TN       -   337,243.88    787,876.45   sFT  1.00001030   -2 18 49.9
 FE1441;UTM  16      - 3,898,584.197   231,190.247   MT  1.00049062   -1 42 09.4
 FE1441;UTM  15      - 3,898,846.308   777,487.324   MT  1.00054906   +1 45 27.5
 FE1441
 FE1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1441!SPC TN       -   0.99999258  x   1.00001030  =   1.00000288
 FE1441!UTM  16      -   0.99999258  x   1.00049062  =   1.00048320
 FE1441!UTM  15      -   0.99999258  x   1.00054906  =   1.00054163
 FE1441
 FE1441|---------------------------------------------------------------------|
 FE1441| PID    Reference Object                     Distance      Geod. Az  |
 FE1441|                                                           dddmmss.s |
 FE1441| FE1442 CHAPEL RM 1                          21.095 METERS 07151     |
 FE1441| FE1444 CHAPEL AZ MK                                       3064121.0 |
 FE1441| FE1443 CHAPEL RM 2                          25.359 METERS 31949     |
 FE1441|---------------------------------------------------------------------|
 FE1441
 FE1441                          SUPERSEDED SURVEY CONTROL
 FE1441
 FE1441  NAD 83(1995)-  35 11 39.48146(N)    089 57 08.50139(W) AD(       ) 2
 FE1441  NAD 83(1995)-  35 11 39.48413(N)    089 57 08.50153(W) AD(       ) 2
 FE1441  NAD 83(1986)-  35 11 39.48923(N)    089 57 08.50302(W) AD(       ) 2
 FE1441  NAD 27      -  35 11 39.17150(N)    089 57 08.18470(W) AD(       ) 2
 FE1441  NGVD 29 (??/??/??)   74.562  (m)          244.63   (f) ADJUSTED    2 0
 FE1441
 FE1441.Superseded values are not recommended for survey control.
 FE1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1441.See file dsdata.txt to determine how the superseded data were derived.
 FE1441
 FE1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3119098584(NAD 83)
 FE1441_MARKER: DE = TRAVERSE STATION DISK
 FE1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1441_STAMPING: CHAPEL 1959
 FE1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1441+STABILITY: SURFACE MOTION
 FE1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1441+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1441
 FE1441  HISTORY     - Date     Condition        Report By
 FE1441  HISTORY     - 1959     MONUMENTED       CGS
 FE1441  HISTORY     - 1959     GOOD             CGS
 FE1441  HISTORY     - 20021015 GOOD             USACE
 FE1441
 FE1441                          STATION DESCRIPTION
 FE1441
 FE1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1441'THE STATION IS LOCATED 6-1/2 MILES NORTHEAST OF DOWNTOWN MEMPHIS, 2
 FE1441'MILES WEST-SOUTHWEST OF RALEIGH ON A HIGH POINT JUST NORTH OF
 FE1441'THE WOLF RIVER ON THE PROPERTY OF THE THOMAS CHAPEL SCHOOL. IT IS 57
 FE1441'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 56
 FE1441'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE AND 3 FEET
 FE1441'NORTHWEST OF A METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 FE1441'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FE1441'SET FLUSH. IT IS STAMPED CHAPEL 1959.
 FE1441'
 FE1441'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH GO NORTH ON THE
 FE1441'AUSTIN PEAY HIGHWAY FOR 0.15 MILE TO A STOP-LIGHT AND A CROSSROAD.
 FE1441'TURN LEFT, WEST, ON JAMES ROAD AND GO 1.3 MILES TO A SIDE ROAD LEFT
 FE1441'(HIGHLAND ROAD). TURN LEFT, SOUTH, AND GO 0.3 MILE TO TURN IN THE
 FE1441'ROAD. TURN RIGHT, WEST, ON JAMES ROAD AND GO 0.4 MILE TO A SIDE ROAD
 FE1441'LEFT. TURN LEFT, S, ON NEW RALEIGH ROAD AND GO 0.3 MILE TO THE END OF
 FE1441'THE OILED ROAD. THE STATION IS ABOUT 50 YARDS SOUTHWEST OF THIS POINT
 FE1441'BEHIND THE THOMAS CHAPEL SCHOOL.
 FE1441'
 FE1441'TO REACH THE AZIMUTH MARK FROM THE THOMAS CHAPEL SCHOOL GO NORTH ON
 FE1441'NEW RALEIGH ROAD FOR 50 YARDS TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 FE1441'ON THE GRAVELED ROAD (CHAPEL ROAD) AND GO 0.2 MILE TO THE AZIMUTH
 FE1441'MARK ON THE LEFT AS DESCRIBED.
 FE1441'
 FE1441'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FE1441'THE SCHOOLHOUSE, 6 FEET WEST-SOUTHWEST OF A SMALL ELM TREE AND 5
 FE1441'FEET WEST OF A CUT-BANK. THE MARK IS A STANDARD REFERENCE MARK DISK
 FE1441'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS 2
 FE1441'FEET HIGHER IN ELEVATION THAN THE STATION MARK. IT IS SET FLUSH AND
 FE1441'IS STAMPED CHAPEL NO 1 1959.
 FE1441'
 FE1441'REFERENCE MARK NO. 2 IS 36 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 FE1441'THE SCHOOLHOUSE AND 31 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 FE1441'OF THE SCHOOLHOUSE. THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FE1441'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT. IT IS SET FLUSH
 FE1441'AND IS STAMPED CHAPEL NO 2 1959.
 FE1441'
 FE1441'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 FE1441'(CHAPEL ROAD), 2 FEET EAST OF A POWER LINE POLE AND 2 FEET NORTH OF A
 FE1441'FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST. THE MARK IS A
 FE1441'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12 INCH SQUARE
 FE1441'CONCRETE MONUMENT. IT IS SET FLUSH AND IS STAMPED CHAPEL 1959.
 FE1441'
 FE1441'HEIGHT OF LIGHT ABOVE STATION MARK 26.09 METERS.
 FE1441
 FE1441                          STATION RECOVERY (1959)
 FE1441
 FE1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1441'IN MEMPHIS.
 FE1441'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH GO NORTH ON
 FE1441'THE AUSTIN PEAY HIGHWAY FOR 0.15 MILE TO A STOP-LIGHT AND A
 FE1441'CROSSROAD.  TURN LEFT, WEST, ON JAMES ROAD AND GO 1.3 MILES TO
 FE1441'A SIDE ROAD LEFT (HIGHLAND ROAD).  TURN LEFT, SOUTH, AND GO 0.3
 FE1441'MILE TO TURN IN THE ROAD.  TURN RIGHT, WEST, ON JAMES ROAD AND
 FE1441'GO 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, ON NEW
 FE1441'RALEIGH ROAD AND GO 0.3 MILE TO THE END OF THE OILED ROAD.  THE
 FE1441'STATION IS ABOUT 50 YARDS SOUTHWEST OF THIS POINT BEHIND THE
 FE1441'THOMAS CHAPEL SCHOOL.  THE MARK IS A STANDARD TRAVERSE DISK SET
 FE1441'IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 57 FEET
 FE1441'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 56 FEET
 FE1441'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 3 FEET
 FE1441'NORTHWEST OF A METAL WITNESS POST.  IT IS LOCATED 1 MILE WEST OF
 FE1441'A 215.
 FE1441
 FE1441                          STATION RECOVERY (2002)
 FE1441
 FE1441'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1444 ***********************************************************************
 FE1444  DESIGNATION -  CHAPEL AZ MK
 FE1444  PID         -  FE1444
 FE1444  STATE/COUNTY-  TN/SHELBY
 FE1444  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1444
 FE1444                         *CURRENT SURVEY CONTROL
 FE1444  ___________________________________________________________________
 FE1444* NAD 83(1986)-  35 11 39.     (N)    089 57 08.     (W)     SCALED    
 FE1444* NAVD 88     -        69.413  (meters)     227.73   (feet)  ADJUSTED  
 FE1444  ___________________________________________________________________
 FE1444  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1444  DYNAMIC HT  -          69.350 (meters)     227.53  (feet)  COMP
 FE1444  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1444
 FE1444  VERT ORDER  -  SECOND    CLASS 0
 FE1444
 FE1444.The horizontal coordinates were scaled from a topographic map and have
 FE1444.an estimated accuracy of +/- 6 seconds.
 FE1444
 FE1444.The orthometric height was determined by differential leveling
 FE1444.and adjusted by the National Geodetic Survey in June 1991..
 FE1444
 FE1444.The geoid height was determined by GEOID03.
 FE1444
 FE1444.The dynamic height is computed by dividing the NAVD 88
 FE1444.geopotential number by the normal gravity value computed on the
 FE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1444.degrees latitude (g = 980.6199 gals.).
 FE1444
 FE1444.The modeled gravity was interpolated from observed gravity values.
 FE1444
 FE1444;                    North         East    Units  Estimated Accuracy
 FE1444;SPC TN       -   102,780.      240,160.      MT  (+/- 180 meters Scaled)
 FE1444
 FE1444                          SUPERSEDED SURVEY CONTROL
 FE1444
 FE1444  NGVD 29 (??/??/??)   69.392  (m)          227.66   (f) ADJUSTED    2 0
 FE1444
 FE1444.Superseded values are not recommended for survey control.
 FE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1444.See file dsdata.txt to determine how the superseded data were derived.
 FE1444
 FE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD312985(NAD 83)
 FE1444_MARKER: DZ = AZIMUTH MARK DISK
 FE1444_SETTING: 0 = UNSPECIFIED SETTING
 FE1444_STAMPING: CHAPEL 1959
 FE1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1444
 FE1444  HISTORY     - Date     Condition        Report By
 FE1444  HISTORY     - 1959     MONUMENTED       CGS
 FE1444  HISTORY     - 1959     GOOD             CGS
 FE1444  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1444
 FE1444                          STATION DESCRIPTION
 FE1444
 FE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1444'IN MEMPHIS.
 FE1444'TO REACH FROM THE THOMAS CHAPEL SCHOOL, GO NORTH ON NEW RALEIGH
 FE1444'ROAD FOR 50 YARDS TO A SIDE ROAD LEFT.  TURN LEFT, WEST, ON THE
 FE1444'GRAVELED ROAD (CHAPEL ROAD) AND GO 0.2 MILE TO THE MARK ON THE
 FE1444'LEFT WHICH IS 19 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 FE1444'(CHAPEL ROAD), 2 FEET EAST OF A POWERLINE POLE, 2 FEET NORTH OF
 FE1444'A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 FE1444
 FE1444                          STATION RECOVERY (2002)
 FE1444
 FE1444'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1442 ***********************************************************************
 FE1442  DESIGNATION -  CHAPEL RM 1
 FE1442  PID         -  FE1442
 FE1442  STATE/COUNTY-  TN/SHELBY
 FE1442  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1442
 FE1442                         *CURRENT SURVEY CONTROL
 FE1442  ___________________________________________________________________
 FE1442* NAD 83(1986)-  35 11 40.     (N)    089 57 09.     (W)     SCALED    
 FE1442* NAVD 88     -        75.371  (meters)     247.28   (feet)  ADJUSTED  
 FE1442  ___________________________________________________________________
 FE1442  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1442  DYNAMIC HT  -          75.303 (meters)     247.06  (feet)  COMP
 FE1442  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FE1442
 FE1442  VERT ORDER  -  SECOND    CLASS 0
 FE1442
 FE1442.The horizontal coordinates were scaled from a topographic map and have
 FE1442.an estimated accuracy of +/- 6 seconds.
 FE1442
 FE1442.The orthometric height was determined by differential leveling
 FE1442.and adjusted by the National Geodetic Survey in June 1991..
 FE1442
 FE1442.The geoid height was determined by GEOID03.
 FE1442
 FE1442.The dynamic height is computed by dividing the NAVD 88
 FE1442.geopotential number by the normal gravity value computed on the
 FE1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1442.degrees latitude (g = 980.6199 gals.).
 FE1442
 FE1442.The modeled gravity was interpolated from observed gravity values.
 FE1442
 FE1442;                    North         East    Units  Estimated Accuracy
 FE1442;SPC TN       -   102,810.      240,130.      MT  (+/- 180 meters Scaled)
 FE1442
 FE1442                          SUPERSEDED SURVEY CONTROL
 FE1442
 FE1442  NGVD 29 (??/??/??)   75.349  (m)          247.21   (f) ADJUSTED    2 0
 FE1442
 FE1442.Superseded values are not recommended for survey control.
 FE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1442.See file dsdata.txt to determine how the superseded data were derived.
 FE1442
 FE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD311986(NAD 83)
 FE1442_MARKER: DR = REFERENCE MARK DISK
 FE1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1442_STAMPING: CHAPEL NO 1 1959
 FE1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1442+STABILITY: SURFACE MOTION
 FE1442
 FE1442  HISTORY     - Date     Condition        Report By
 FE1442  HISTORY     - 1959     MONUMENTED       CGS
 FE1442  HISTORY     - 1959     GOOD             CGS
 FE1442  HISTORY     - 20021015 POOR             USACE
 FE1442
 FE1442                          STATION DESCRIPTION
 FE1442
 FE1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1442'IN MEMPHIS.
 FE1442'IT IS LOCATED AT THE STATION SITE, SET IN THE TOP OF A CONCRETE
 FE1442'MONUMENT WHICH IS FLUSH, 34 FEET SOUTHEAST OF THE SOUTHEAST
 FE1442'CORNER OF THE SCHOOLHOUSE, 6 FEET WEST-SOUTHWEST OF A SMALL ELM
 FE1442'TREE, 5 FEET WEST OF A CUT-BANK, 69.2 FEET NORTHEAST OF THE
 FE1442'STATION MARK.
 FE1442
 FE1442                          STATION RECOVERY (2002)
 FE1442
 FE1442'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1442'MARK DESTROYED. FOUND MONUMENT, DUG UP, LAYING ON SIDE UNDER PORCH OF
 FE1442'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1443 ***********************************************************************
 FE1443  DESIGNATION -  CHAPEL RM 2
 FE1443  PID         -  FE1443
 FE1443  STATE/COUNTY-  TN/SHELBY
 FE1443  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1443
 FE1443                         *CURRENT SURVEY CONTROL
 FE1443  ___________________________________________________________________
 FE1443* NAD 83(1986)-  35 11 40.     (N)    089 57 09.     (W)     SCALED    
 FE1443* NAVD 88     -        74.245  (meters)     243.59   (feet)  ADJUSTED  
 FE1443  ___________________________________________________________________
 FE1443  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1443  DYNAMIC HT  -          74.178 (meters)     243.37  (feet)  COMP
 FE1443  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FE1443
 FE1443  VERT ORDER  -  SECOND    CLASS 0
 FE1443
 FE1443.The horizontal coordinates were scaled from a topographic map and have
 FE1443.an estimated accuracy of +/- 6 seconds.
 FE1443
 FE1443.The orthometric height was determined by differential leveling
 FE1443.and adjusted by the National Geodetic Survey in June 1991..
 FE1443
 FE1443.The geoid height was determined by GEOID03.
 FE1443
 FE1443.The dynamic height is computed by dividing the NAVD 88
 FE1443.geopotential number by the normal gravity value computed on the
 FE1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1443.degrees latitude (g = 980.6199 gals.).
 FE1443
 FE1443.The modeled gravity was interpolated from observed gravity values.
 FE1443
 FE1443;                    North         East    Units  Estimated Accuracy
 FE1443;SPC TN       -   102,810.      240,130.      MT  (+/- 180 meters Scaled)
 FE1443
 FE1443                          SUPERSEDED SURVEY CONTROL
 FE1443
 FE1443  NGVD 29 (??/??/??)   74.223  (m)          243.51   (f) ADJUSTED    2 0
 FE1443
 FE1443.Superseded values are not recommended for survey control.
 FE1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1443.See file dsdata.txt to determine how the superseded data were derived.
 FE1443
 FE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD311986(NAD 83)
 FE1443_MARKER: DR = REFERENCE MARK DISK
 FE1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1443_STAMPING: CHAPEL NO 2 1959
 FE1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1443+STABILITY: SURFACE MOTION
 FE1443
 FE1443  HISTORY     - Date     Condition        Report By
 FE1443  HISTORY     - 1959     MONUMENTED       CGS
 FE1443  HISTORY     - 1959     GOOD             CGS
 FE1443  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1443
 FE1443                          STATION DESCRIPTION
 FE1443
 FE1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1443'IN MEMPHIS.
 FE1443'IT IS LOCATED AT THE STATION SITE, SET IN THE TOP OF A CONCRETE
 FE1443'MONUMENT WHICH IS FLUSH, 36 FEET SOUTHWEST OF THE NORTHWEST
 FE1443'CORNER OF THE SCHOOLHOUSE, 31 FEET WEST-NORTHWEST OF THE
 FE1443'SOUTHWEST CORNER OF SCHOOLHOUSE, 83.2 FEET NORTHWEST OF THE
 FE1443'STATION MARK.
 FE1443
 FE1443                          STATION RECOVERY (2002)
 FE1443
 FE1443'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1443'MONUMENT IS COVERED BY ADDITION TO CHURCH AND SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2636 ***********************************************************************
 FE2636  DESIGNATION -  CHARLESTON
 FE2636  PID         -  FE2636
 FE2636  STATE/COUNTY-  TN/TIPTON
 FE2636  USGS QUAD   -  GIFT (1983)
 FE2636
 FE2636                         *CURRENT SURVEY CONTROL
 FE2636  ___________________________________________________________________
 FE2636* NAD 83(1995)-  35 30 39.75970(N)    089 32 36.09351(W)     ADJUSTED  
 FE2636* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FE2636  ___________________________________________________________________
 FE2636  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FE2636  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2636
 FE2636  HORZ ORDER  -  SECOND
 FE2636
 FE2636.The horizontal coordinates were established by classical geodetic methods
 FE2636.and adjusted by the National Geodetic Survey in April 1999..
 FE2636
 FE2636.The orthometric height was scaled from a topographic map.
 FE2636
 FE2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2636
 FE2636.The geoid height was determined by GEOID03.
 FE2636
 FE2636;                    North         East     Units Scale Factor Converg.
 FE2636;SPC TN       -   136,484.369   278,638.905   MT  0.99996420   -2 04 27.9
 FE2636;SPC TN       -   447,782.47    914,167.81   sFT  0.99996420   -2 04 27.9
 FE2636;UTM  16      - 3,932,693.173   269,341.596   MT  1.00025568   -1 28 40.8
 FE2636
 FE2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2636!SPC TN       -   0.99998389  x   0.99996420  =   0.99994809
 FE2636!UTM  16      -   0.99998389  x   1.00025568  =   1.00023957
 FE2636
 FE2636|---------------------------------------------------------------------|
 FE2636| PID    Reference Object                     Distance      Geod. Az  |
 FE2636|                                                           dddmmss.s |
 FE2636| CG3755 CHARLESTON RM 1                      26.685 METERS 08407     |
 FE2636| FE2520 MASON MUNICIPAL TANK                APPROX.11.1 KM 1753534.2 |
 FE2636| CG3754 CHARLESTON AZ MK                                   2861616.3 |
 FE2636| FE2644 COVINGTON RAD STA WKBL MAST         APPROX.12.1 KM 3141434.9 |
 FE2636| CG3756 CHARLESTON RM 2                      24.337 METERS 32025     |
 FE2636|---------------------------------------------------------------------|
 FE2636
 FE2636                          SUPERSEDED SURVEY CONTROL
 FE2636
 FE2636  NAD 83(1995)-  35 30 39.76637(N)    089 32 36.09433(W) AD(       ) 2
 FE2636  NAD 83(1986)-  35 30 39.77146(N)    089 32 36.09432(W) AD(       ) 2
 FE2636  NAD 27      -  35 30 39.47840(N)    089 32 35.82140(W) AD(       ) 2
 FE2636
 FE2636.Superseded values are not recommended for survey control.
 FE2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2636.See file dsdata.txt to determine how the superseded data were derived.
 FE2636
 FE2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6934232693(NAD 83)
 FE2636_MARKER: DS = TRIANGULATION STATION DISK
 FE2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2636
 FE2636  HISTORY     - Date     Condition        Report By
 FE2636  HISTORY     - 1958     MONUMENTED       CGS
 FE2636
 FE2636                          STATION DESCRIPTION
 FE2636
 FE2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2636'THE STATION IS ABOUT 7 MILES SOUTHEAST OF COVINGTON, ABOUT 8 MILES
 FE2636'NORTHWEST OF STANTON, ABOUT 6-1/2 MILES NORTH OF MASON AND ON
 FE2636'PROPERTY OWNED BY MRS. SHOAF.  IT IS 101 FEET EAST OF A 4 FOOT OAK
 FE2636'TREE, 6 FEET NORTHEAST OF A WHITE WITNESS POST, 119 FEET
 FE2636'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY AND ON THE HIGHEST POINT OF
 FE2636'A SMALL HILL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2636'CHARLESTON 1958.
 FE2636'
 FE2636'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE IN
 FE2636'COVINGTON, GO EAST ON STATE HIGHWAY 54 FOR 0.75 MILE TO A
 FE2636'Y-INTERSECTION.  BEAR RIGHT AND GO SOUTHEAST FOR 5.95 MILES TO THE
 FE2636'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.25 MILE TO THE
 FE2636'TABERNACLE LOOKOUT TOWER AND A FARM DRIVEWAY ON THE LEFT.  TURN LEFT
 FE2636'ON THE DRIVEWAY AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 FE2636'
 FE2636'REFERENCE MARK 1 IS 91 FEET EAST OF A WHITE WITNESS POST, 1 FOOT
 FE2636'NORTHWEST OF A FENCE AND 20 FEET SOUTH OF A 4 FEET OAK TREE.  THE
 FE2636'MONUMENT IS FLUSH AND THE DISK IS STAMPED CHARLESTON NO 1 1958.
 FE2636'
 FE2636'REFERENCE MARK 2 IS 38 FEET SOUTHEAST OF A GRAVELED DRIVEWAY, 88 FEET
 FE2636'NORTH OF A 4 FOOT OAK TREE AND 82 FEET NORTHWEST OF A WHITE WITNESS
 FE2636'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHARLESTON NO 2
 FE2636'1958.
 FE2636'
 FE2636'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED
 FE2636'ROAD, 24 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND
 FE2636'63 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 FE2636'IS FLUSH AND THE DISK IS STAMPED CHARLESTON 1958.
 FE2636'
 FE2636'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1800 ***********************************************************************
 FC1800  DESIGNATION -  CHARLESTON CALHOUN MUN SPIPE
 FC1800  PID         -  FC1800
 FC1800  STATE/COUNTY-  TN/BRADLEY
 FC1800  USGS QUAD   -  CHARLESTON (1980)
 FC1800
 FC1800                         *CURRENT SURVEY CONTROL
 FC1800  ___________________________________________________________________
 FC1800* NAD 83(1995)-  35 16 53.00995(N)    084 45 03.98703(W)     ADJUSTED  
 FC1800* NAVD 88     -                                                        
 FC1800  ___________________________________________________________________
 FC1800  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FC1800  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC1800
 FC1800  HORZ ORDER  -  THIRD
 FC1800
 FC1800.The horizontal coordinates were established by classical geodetic methods
 FC1800.and adjusted by the National Geodetic Survey in April 1999..
 FC1800
 FC1800
 FC1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1800
 FC1800.The geoid height was determined by GEOID03.
 FC1800
 FC1800;                    North         East     Units Scale Factor Converg.
 FC1800;SPC TN       -   105,912.218   713,613.740   MT  0.99999461   +0 43 52.1
 FC1800;SPC TN       -   347,480.34  2,341,247.75   sFT  0.99999461   +0 43 52.1
 FC1800;UTM  16      - 3,906,568.164   704,527.777   MT  1.00011555   +1 17 57.8
 FC1800
 FC1800                          SUPERSEDED SURVEY CONTROL
 FC1800
 FC1800  NAD 83(1995)-  35 16 53.01275(N)    084 45 03.98739(W) AD(       ) 4
 FC1800  NAD 83(1995)-  35 16 53.01194(N)    084 45 03.98753(W) AD(       ) 4
 FC1800  NAD 83(1995)-  35 16 53.01250(N)    084 45 03.98642(W) AD(       ) 4
 FC1800  NAD 83(1986)-  35 16 53.01566(N)    084 45 03.98412(W) AD(       ) 4
 FC1800  NAD 27      -  35 16 52.75200(N)    084 45 04.20400(W) AD(       ) 3
 FC1800
 FC1800.Superseded values are not recommended for survey control.
 FC1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1800.See file dsdata.txt to determine how the superseded data were derived.
 FC1800
 FC1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0452806568(NAD 83)
 FC1800_MARKER: 52 = STANDPIPE TANK
 FC1800
 FC1800  HISTORY     - Date     Condition        Report By
 FC1800  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1800
 FC1800                          STATION DESCRIPTION
 FC1800
 FC1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1800'THE STATION IS LOCATED IN THE EASTERN SECTION OF CHARLESTON, ABOUT
 FC1800'0.2 MILE SOUTH OF THE HIWASSEE RIVER AND ON THE HIGHEST HILL IN
 FC1800'THE IMMEDIATE VICINITY. IT IS A STEEL CYLINDER STRUCTURE, SILVER IN
 FC1800'COLOR AND THE OVER-ALL HEIGHT IS ABOUT 85 FEET. THE POINT
 FC1800'INTERSECTED WAS THE BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0580 ***********************************************************************
 GC0580  DESIGNATION -  CHARLOTTE
 GC0580  PID         -  GC0580
 GC0580  STATE/COUNTY-  TN/DAVIDSON
 GC0580  USGS QUAD   -  SCOTTSBORO (1983)
 GC0580
 GC0580                         *CURRENT SURVEY CONTROL
 GC0580  ___________________________________________________________________
 GC0580* NAD 83(1986)-  36 08 00.     (N)    086 53 28.     (W)     SCALED    
 GC0580* NAVD 88     -       155.750  (meters)     510.99   (feet)  ADJUSTED  
 GC0580  ___________________________________________________________________
 GC0580  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0580  DYNAMIC HT  -         155.616 (meters)     510.55  (feet)  COMP
 GC0580  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0580
 GC0580  VERT ORDER  -  SECOND    CLASS 0
 GC0580
 GC0580.The horizontal coordinates were scaled from a topographic map and have
 GC0580.an estimated accuracy of +/- 6 seconds.
 GC0580
 GC0580.The orthometric height was determined by differential leveling
 GC0580.and adjusted by the National Geodetic Survey in June 1991..
 GC0580
 GC0580.The geoid height was determined by GEOID03.
 GC0580
 GC0580.The dynamic height is computed by dividing the NAVD 88
 GC0580.geopotential number by the normal gravity value computed on the
 GC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0580.degrees latitude (g = 980.6199 gals.).
 GC0580
 GC0580.The modeled gravity was interpolated from observed gravity values.
 GC0580
 GC0580;                    North         East    Units  Estimated Accuracy
 GC0580;SPC TN       -   200,080.      519,790.      MT  (+/- 180 meters Scaled)
 GC0580
 GC0580                          SUPERSEDED SURVEY CONTROL
 GC0580
 GC0580  NGVD 29 (??/??/92)  155.771  (m)          511.06   (f) ADJ UNCH    2 0
 GC0580
 GC0580.Superseded values are not recommended for survey control.
 GC0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0580.See file dsdata.txt to determine how the superseded data were derived.
 GC0580
 GC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097987(NAD 83)
 GC0580_MARKER: DE = TRAVERSE STATION DISK
 GC0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0580_STAMPING: CHARLOTTE 1959
 GC0580_MARK LOGO: CGS   
 GC0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0580+STABILITY: SURFACE MOTION
 GC0580
 GC0580  HISTORY     - Date     Condition        Report By
 GC0580  HISTORY     - 1959     MONUMENTED       CGS
 GC0580
 GC0580                          STATION DESCRIPTION
 GC0580
 GC0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0580'3.2 MI SW FROM NASHVILLE.
 GC0580'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0580'NASHVILLE GO 3.2 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S. HIGHWAY
 GC0580'70 N), 42 FT. SOUTH OF THE CENTER OF U.S. HIGHWAY 70 N 28 FT.
 GC0580'NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 11 FT. NORTH OF
 GC0580'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC0580'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2325 ***********************************************************************
 GC2325  DESIGNATION -  CHARLOTTE
 GC2325  PID         -  GC2325
 GC2325  STATE/COUNTY-  TN/DAVIDSON
 GC2325  USGS QUAD   -  SCOTTSBORO (1983)
 GC2325
 GC2325                         *CURRENT SURVEY CONTROL
 GC2325  ___________________________________________________________________
 GC2325* NAD 83(1995)-  36 08 00.27684(N)    086 53 27.81612(W)     ADJUSTED  
 GC2325* NAVD 88     -       155.75   (+/-2cm)     511.0    (feet)  VERTCON   
 GC2325  ___________________________________________________________________
 GC2325  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GC2325  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC2325
 GC2325  HORZ ORDER  -  SECOND
 GC2325  VERT ORDER  -  THIRD ? (See Below)
 GC2325
 GC2325.The horizontal coordinates were established by classical geodetic methods
 GC2325.and adjusted by the National Geodetic Survey in April 1999..
 GC2325
 GC2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2325.The vertical order pertains to the NGVD 29 superseded value.
 GC2325
 GC2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2325
 GC2325.The geoid height was determined by GEOID03.
 GC2325
 GC2325;                    North         East     Units Scale Factor Converg.
 GC2325;SPC TN       -   200,083.145   519,798.433   MT  0.99996201   -0 31 18.0
 GC2325;SPC TN       -   656,439.45  1,705,372.03   sFT  0.99996201   -0 31 18.0
 GC2325;UTM  16      - 3,998,751.258   509,801.938   MT  0.99960118   +0 03 51.3
 GC2325
 GC2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2325!SPC TN       -   0.99998014  x   0.99996201  =   0.99994215
 GC2325!UTM  16      -   0.99998014  x   0.99960118  =   0.99958133
 GC2325
 GC2325|---------------------------------------------------------------------|
 GC2325| PID    Reference Object                     Distance      Geod. Az  |
 GC2325|                                                           dddmmss.s |
 GC2325| GC0581 CHARLOTTE RM 1                       20.737 METERS 05826     |
 GC2325| GC2326 CHARLOTTE AZ MK                     APPROX. 1.4 KM 2455109.1 |
 GC2325| GC2328 2599                                 28.282 METERS 25349     |
 GC2325|---------------------------------------------------------------------|
 GC2325
 GC2325                          SUPERSEDED SURVEY CONTROL
 GC2325
 GC2325  NAD 83(1995)-  36 08 00.27891(N)    086 53 27.81811(W) AD(       ) 2
 GC2325  NAD 83(1995)-  36 08 00.28038(N)    086 53 27.81866(W) AD(       ) 2
 GC2325  NAD 83(1986)-  36 08 00.28712(N)    086 53 27.81962(W) AD(       ) 2
 GC2325  NAD 27      -  36 08 00.07790(N)    086 53 27.81380(W) AD(       ) 2
 GC2325  NGVD 29 (07/19/86)  155.77   (m)          511.1    (f) LEVELING    3  
 GC2325
 GC2325.Superseded values are not recommended for survey control.
 GC2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2325.See file dsdata.txt to determine how the superseded data were derived.
 GC2325
 GC2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0980298751(NAD 83)
 GC2325_MARKER: DE = TRAVERSE STATION DISK
 GC2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2325
 GC2325  HISTORY     - Date     Condition        Report By
 GC2325  HISTORY     - 1959     MONUMENTED       CGS
 GC2325
 GC2325                          STATION DESCRIPTION
 GC2325
 GC2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2325'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE DOWNTOWN SECTION OF
 GC2325'NASHVILLE AND ABOUT 2-1/2 MILES NORTH-NORTHWEST OF BELLE MEADE
 GC2325'COMMUNITY.
 GC2325'
 GC2325'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC2325'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHARLOTTE ROAD, (U.S.
 GC2325'HIGHWAY 70 N) FOR 3.05 MILES TO A DRIVEWAY LEADING INTO RESIDENCE NO.
 GC2325'6817 CHARLOTTE ROAD AND THE STATION JUST WEST OF THIS DRIVEWAY ON
 GC2325'THE LEFT AS DESCRIBED.
 GC2325'
 GC2325'THE STATION IS 42 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70 N, 28
 GC2325'FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 11 FEET
 GC2325'NORTH OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK SET IN A
 GC2325'10-INCH SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. IT IS
 GC2325'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC2325'CHARLOTTE 1959.
 GC2325'
 GC2325'REFERENCE MARK NO. 1 IS 98 FEET WEST OF THE CENTER OF A DRIVEWAY
 GC2325'LEADING INTO RESIDENCE NO. 6817 CHARLOTTE ROAD, 39 FEET SOUTH OF
 GC2325'THE CENTER OF U.S. HIGHWAY 70 N AND 19 FEET NORTH OF THE CENTER OF A
 GC2325'GRAVELED DRIVEWAY. IT PROJECTS 3 INCHES ABOVE THE SURROUNDING
 GC2325'SURFACE AND THE DISK IS STAMPED CHARLOTTE NO. 1 1959.
 GC2325'
 GC2325'COAST AND GEODETIC SURVEY AND STATE SURVEY MARK NO. 2599 WAS USED AS
 GC2325'REFERENCE MARK NO. 2. IT IS 27 FEET SOUTH OF THE CENTER OF U.S.
 GC2325'HIGHWAY 70 N AND DIRECTLY UNDER A TELEPHONE CABLE. IT IS A BRONZE
 GC2325'DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST, SET FLUSH WITH
 GC2325'THE SURROUNDING SURFACE AND THE DISK IS STAMPED 2599.
 GC2325'
 GC2325'THE AZIMUTH MARK IS ON A SLOPE NORTHWEST OF THE BELLE MEADE SCHOOL,
 GC2325'100 FEET WEST OF THE WEST EDGE OF AN OUTDOOR BASKETBALL
 GC2325'COURT, 78 FEET SOUTHEAST OF A SIGN, (MORENEJON THOMAS AND LIZ-BILL
 GC2325'SIEGRIST), 25 FEET EAST OF AN OILED DRIVEWAY AND 4.5 FEET
 GC2325'NORTHEAST OF A WITNESS SIGN.
 GC2325'
 GC2325'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2325'70 N FOR 1.0 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY
 GC2325'FOR ABOUT 100 YARDS AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2325'
 GC2325'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2554 ***********************************************************************
 GC2554  DESIGNATION -  CHARLOTTE
 GC2554  PID         -  GC2554
 GC2554  STATE/COUNTY-  TN/DICKSON
 GC2554  USGS QUAD   -  CHARLOTTE (1983)
 GC2554
 GC2554                         *CURRENT SURVEY CONTROL
 GC2554  ___________________________________________________________________
 GC2554* NAD 83(1995)-  36 09 05.12381(N)    087 21 04.89855(W)     ADJUSTED  
 GC2554* NAVD 88     -       250.68   (+/-2cm)     822.4    (feet)  VERTCON   
 GC2554  ___________________________________________________________________
 GC2554  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GC2554  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC2554
 GC2554  HORZ ORDER  -  THIRD
 GC2554  VERT ORDER  -  THIRD ? (See Below)
 GC2554
 GC2554.The horizontal coordinates were established by classical geodetic methods
 GC2554.and adjusted by the National Geodetic Survey in April 1999..
 GC2554
 GC2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2554.The vertical order pertains to the NGVD 29 superseded value.
 GC2554
 GC2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2554
 GC2554.The geoid height was determined by GEOID03.
 GC2554
 GC2554;                    North         East     Units Scale Factor Converg.
 GC2554;SPC TN       -   202,556.273   478,397.969   MT  0.99996369   -0 47 28.1
 GC2554;SPC TN       -   664,553.37  1,569,544.00   sFT  0.99996369   -0 47 28.1
 GC2554;UTM  16      - 4,000,800.892   468,393.283   MT  0.99961231   -0 12 26.2
 GC2554
 GC2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2554!SPC TN       -   0.99996520  x   0.99996369  =   0.99992889
 GC2554!UTM  16      -   0.99996520  x   0.99961231  =   0.99957752
 GC2554
 GC2554|---------------------------------------------------------------------|
 GC2554| PID    Reference Object                     Distance      Geod. Az  |
 GC2554|                                                           dddmmss.s |
 GC2554| CG5074 CHARLOTTE RM 2                       15.042 METERS 08822     |
 GC2554| CG5073 CHARLOTTE RM 1                       10.940 METERS 19531     |
 GC2554| CG5072 CHARLOTTE AZ MK                                    2563310.0 |
 GC2554|---------------------------------------------------------------------|
 GC2554
 GC2554                          SUPERSEDED SURVEY CONTROL
 GC2554
 GC2554  NAD 83(1995)-  36 09 05.12570(N)    087 21 04.90133(W) AD(       ) 3
 GC2554  NAD 83(1995)-  36 09 05.12663(N)    087 21 04.90228(W) AD(       ) 3
 GC2554  NAD 83(1986)-  36 09 05.13384(N)    087 21 04.90122(W) AD(       ) 3
 GC2554  NAD 27      -  36 09 04.92500(N)    087 21 04.86400(W) AD(       ) 3
 GC2554  NGVD 29 (07/19/86)  250.69   (m)          822.5    (f) LEVELING    3  
 GC2554
 GC2554.Superseded values are not recommended for survey control.
 GC2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2554.See file dsdata.txt to determine how the superseded data were derived.
 GC2554
 GC2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6839300801(NAD 83)
 GC2554_MARKER: DS = TRIANGULATION STATION DISK
 GC2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2554
 GC2554  HISTORY     - Date     Condition        Report By
 GC2554  HISTORY     - 1953     MONUMENTED       CGS
 GC2554
 GC2554                          STATION DESCRIPTION
 GC2554
 GC2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2554'STATION IS LOCATED ABOUT 2 MILES SOUTH OF CHARLOTTE ON PROPERTY OWNED
 GC2554'BY R. SAM STEELE.  IT IS 57 FEET NORTH OF THE CENTER OF A GRAVEL
 GC2554'ROAD, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 11
 GC2554'FEET SOUTHWEST OF A 48 INCH OAK TREE AND 4.5 FEET NORTHEAST OF A
 GC2554'6 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2554'CHARLOTTE 1953.
 GC2554'
 GC2554'REFERENCE MARK NO. 1 IS 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2554'THE HOUSE, 26 FEET EAST OF A 48 INCH OAK TREE AND 23 FEET WEST
 GC2554'OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 GC2554'STAMPED CHARLOTTE NO. 1 1953.
 GC2554'
 GC2554'REFERENCE MARK NO. 2 IS 21 FEET WEST OF A 20 INCH OAK TREE, 17 FEET
 GC2554'NORTH OF THE CENTER OF A GRAVEL ROAD AND 10 FEET SOUTH OF THE
 GC2554'CENTER OF A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2554'CHARLOTTE NO. 2 1953.
 GC2554'
 GC2554'AZIMUTH MARK IS 78 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 40 FEET
 GC2554'EAST OF THE CENTER OF STATE HIGHWAY 48, 29 FEET SOUTHEAST OF A
 GC2554'TELEPHONE POLE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GC2554'PROJECTS 2 INCHES AND THE DISK IS STAMPED CHARLOTTE 1953.
 GC2554'
 GC2554'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 48 IN
 GC2554'CHARLOTTE.  GO SOUTH ON HIGHWAY 48 FOR 2.0 MILES TO A CROSSROAD AND
 GC2554'AZIMUTH MARKS AS DESCRIBED.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR
 GC2554'0.2 MILE TO A HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 GC2554'
 GC2554'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0578 ***********************************************************************
 GC0578  DESIGNATION -  CHARLOTTE AZ MK
 GC0578  PID         -  GC0578
 GC0578  STATE/COUNTY-  TN/DAVIDSON
 GC0578  USGS QUAD   -  SCOTTSBORO (1983)
 GC0578
 GC0578                         *CURRENT SURVEY CONTROL
 GC0578  ___________________________________________________________________
 GC0578* NAD 83(1986)-  36 07 42.     (N)    086 54 18.     (W)     SCALED    
 GC0578* NAVD 88     -       142.813  (meters)     468.55   (feet)  ADJUSTED  
 GC0578  ___________________________________________________________________
 GC0578  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0578  DYNAMIC HT  -         142.689 (meters)     468.14  (feet)  COMP
 GC0578  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 GC0578
 GC0578  VERT ORDER  -  SECOND    CLASS 0
 GC0578
 GC0578.The horizontal coordinates were scaled from a topographic map and have
 GC0578.an estimated accuracy of +/- 6 seconds.
 GC0578
 GC0578.The orthometric height was determined by differential leveling
 GC0578.and adjusted by the National Geodetic Survey in June 1991..
 GC0578
 GC0578.The geoid height was determined by GEOID03.
 GC0578
 GC0578.The dynamic height is computed by dividing the NAVD 88
 GC0578.geopotential number by the normal gravity value computed on the
 GC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0578.degrees latitude (g = 980.6199 gals.).
 GC0578
 GC0578.The modeled gravity was interpolated from observed gravity values.
 GC0578
 GC0578;                    North         East    Units  Estimated Accuracy
 GC0578;SPC TN       -   199,530.      518,540.      MT  (+/- 180 meters Scaled)
 GC0578
 GC0578                          SUPERSEDED SURVEY CONTROL
 GC0578
 GC0578  NGVD 29 (??/??/92)  142.834  (m)          468.61   (f) ADJ UNCH    2 0
 GC0578
 GC0578.Superseded values are not recommended for survey control.
 GC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0578.See file dsdata.txt to determine how the superseded data were derived.
 GC0578
 GC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085981(NAD 83)
 GC0578_MARKER: DZ = AZIMUTH MARK DISK
 GC0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0578_STAMPING: CHARLOTTE 1959
 GC0578_MARK LOGO: CGS   
 GC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0578+STABILITY: SURFACE MOTION
 GC0578
 GC0578  HISTORY     - Date     Condition        Report By
 GC0578  HISTORY     - 1959     MONUMENTED       CGS
 GC0578
 GC0578                          STATION DESCRIPTION
 GC0578
 GC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0578'4.2 MI SW FROM NASHVILLE.
 GC0578'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0578'NASHVILLE, GO 4.2 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S. HIGHWAY
 GC0578'70 N) TO A DRIVEWAY ON THE LEFT, TURN LEFT ON THE DRIVEWAY FOR
 GC0578'ABOUT 100 YARDS AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 GC0578'THE MARK IS ON A SLOPE NORTHWEST OF THE BELLE MEADE SCHOOL,
 GC0578'100 FT. WEST OF THE WEST EDGE OF AN OUTDOOR BASKETBALL COURT, 78
 GC0578'FT. SOUTHEAST OF A SIGN (MORENEJON THOMAS AND LIZ-BILL SIEGRIST),
 GC0578'25 FT. EAST OF AN OILED DRIVEWAY AND 4.5 FT. NORTHEAST OF A
 GC0578'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0578'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2326 ***********************************************************************
 GC2326  DESIGNATION -  CHARLOTTE AZ MK
 GC2326  PID         -  GC2326
 GC2326  STATE/COUNTY-  TN/DAVIDSON
 GC2326  USGS QUAD   -  SCOTTSBORO (1983)
 GC2326
 GC2326                         *CURRENT SURVEY CONTROL
 GC2326  ___________________________________________________________________
 GC2326* NAD 83(1995)-  36 07 41.95076(N)    086 54 18.19644(W)     ADJUSTED  
 GC2326* NAVD 88     -       142.81   (+/-2cm)     468.5    (feet)  VERTCON   
 GC2326  ___________________________________________________________________
 GC2326  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GC2326  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC2326
 GC2326  HORZ ORDER  -  SECOND
 GC2326  VERT ORDER  -  THIRD ? (See Below)
 GC2326
 GC2326.The horizontal coordinates were established by classical geodetic methods
 GC2326.and adjusted by the National Geodetic Survey in April 1999..
 GC2326
 GC2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2326.The vertical order pertains to the NGVD 29 superseded value.
 GC2326
 GC2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2326
 GC2326.The geoid height was determined by GEOID03.
 GC2326
 GC2326;                    North         East     Units Scale Factor Converg.
 GC2326;SPC TN       -   199,529.891   518,533.640   MT  0.99996155   -0 31 47.5
 GC2326;SPC TN       -   654,624.32  1,701,222.45   sFT  0.99996155   -0 31 47.5
 GC2326;UTM  16      - 3,998,185.305   508,543.323   MT  0.99960090   +0 03 21.5
 GC2326
 GC2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2326!SPC TN       -   0.99998217  x   0.99996155  =   0.99994372
 GC2326!UTM  16      -   0.99998217  x   0.99960090  =   0.99958308
 GC2326
 GC2326:                Primary Azimuth Mark                     Grid Az
 GC2326:SPC TN       -  CHARLOTTE                                066 22 26.9
 GC2326:UTM  16      -  CHARLOTTE                                065 47 17.9
 GC2326
 GC2326|---------------------------------------------------------------------|
 GC2326| PID    Reference Object                     Distance      Geod. Az  |
 GC2326|                                                           dddmmss.s |
 GC2326| GC2325 CHARLOTTE                           APPROX. 1.4 KM 0655039.4 |
 GC2326| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 3.8 KM 0682404.2 |
 GC2326|---------------------------------------------------------------------|
 GC2326
 GC2326                          SUPERSEDED SURVEY CONTROL
 GC2326
 GC2326  NAD 83(1995)-  36 07 41.95284(N)    086 54 18.19843(W) AD(       ) 2
 GC2326  NAD 83(1995)-  36 07 41.95415(N)    086 54 18.19909(W) AD(       ) 2
 GC2326  NAD 83(1986)-  36 07 41.96098(N)    086 54 18.20008(W) AD(       ) 2
 GC2326  NAD 27      -  36 07 41.75170(N)    086 54 18.19160(W) AD(       ) 2
 GC2326  NGVD 29 (07/19/86)  142.83   (m)          468.6    (f) LEVELING    3  
 GC2326
 GC2326.Superseded values are not recommended for survey control.
 GC2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2326.See file dsdata.txt to determine how the superseded data were derived.
 GC2326
 GC2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0854398185(NAD 83)
 GC2326_MARKER: DZ = AZIMUTH MARK DISK
 GC2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2326_MARK LOGO: CGS   
 GC2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2326+STABILITY: SURFACE MOTION
 GC2326
 GC2326  HISTORY     - Date     Condition        Report By
 GC2326  HISTORY     - 1959     MONUMENTED       CGS
 GC2326
 GC2326                          STATION DESCRIPTION
 GC2326
 GC2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2326'SEE STATION CHARLOTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0581 ***********************************************************************
 GC0581  DESIGNATION -  CHARLOTTE RM 1
 GC0581  PID         -  GC0581
 GC0581  STATE/COUNTY-  TN/DAVIDSON
 GC0581  USGS QUAD   -  SCOTTSBORO (1983)
 GC0581
 GC0581                         *CURRENT SURVEY CONTROL
 GC0581  ___________________________________________________________________
 GC0581* NAD 83(1986)-  36 08 00.     (N)    086 53 27.     (W)     SCALED    
 GC0581* NAVD 88     -       155.420  (meters)     509.91   (feet)  ADJUSTED  
 GC0581  ___________________________________________________________________
 GC0581  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0581  DYNAMIC HT  -         155.286 (meters)     509.47  (feet)  COMP
 GC0581  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0581
 GC0581  VERT ORDER  -  SECOND    CLASS 0
 GC0581
 GC0581.The horizontal coordinates were scaled from a topographic map and have
 GC0581.an estimated accuracy of +/- 6 seconds.
 GC0581
 GC0581.The orthometric height was determined by differential leveling
 GC0581.and adjusted by the National Geodetic Survey in June 1991..
 GC0581
 GC0581.The geoid height was determined by GEOID03.
 GC0581
 GC0581.The dynamic height is computed by dividing the NAVD 88
 GC0581.geopotential number by the normal gravity value computed on the
 GC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0581.degrees latitude (g = 980.6199 gals.).
 GC0581
 GC0581.The modeled gravity was interpolated from observed gravity values.
 GC0581
 GC0581;                    North         East    Units  Estimated Accuracy
 GC0581;SPC TN       -   200,070.      519,820.      MT  (+/- 180 meters Scaled)
 GC0581
 GC0581                          SUPERSEDED SURVEY CONTROL
 GC0581
 GC0581  NGVD 29 (??/??/92)  155.441  (m)          509.98   (f) ADJ UNCH    2 0
 GC0581
 GC0581.Superseded values are not recommended for survey control.
 GC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0581.See file dsdata.txt to determine how the superseded data were derived.
 GC0581
 GC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE098987(NAD 83)
 GC0581_MARKER: DR = REFERENCE MARK DISK
 GC0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0581_STAMPING: CHARLOTTE NO 1 1959
 GC0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0581+STABILITY: SURFACE MOTION
 GC0581
 GC0581  HISTORY     - Date     Condition        Report By
 GC0581  HISTORY     - 1959     MONUMENTED       CGS
 GC0581
 GC0581                          STATION DESCRIPTION
 GC0581
 GC0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0581'3.2 MI SW FROM NASHVILLE.
 GC0581'THIS MARK IS LOCATED AT THE CHARLOTTE 1959 STATION SITE, 68 FT.
 GC0581'NORTHEAST OF THE STATION MARK, 98 FT. WEST OF THE CENTER OF A
 GC0581'DRIVEWAY LEADING INTO RESIDENCE NO. 6817 CHARLOTTE ROAD, 39 FT.
 GC0581'SOUTH OF THE CENTER OF U.S. HIGHWAY 70 N, AND 19 FT. NORTH OF THE
 GC0581'CENTER OF A GRAVELED DRIVEWAY, A DISK SET IN TOP OF A CONCRETE
 GC0581'POST PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2568 ***********************************************************************
 GB2568  DESIGNATION -  CHAT
 GB2568  PID         -  GB2568
 GB2568  STATE/COUNTY-  TN/MORGAN
 GB2568  USGS QUAD   -  PETROS (1979)
 GB2568
 GB2568                         *CURRENT SURVEY CONTROL
 GB2568  ___________________________________________________________________
 GB2568* NAD 83(1995)-  36 02 08.79383(N)    084 25 28.10870(W)     ADJUSTED  
 GB2568* NAVD 88     -       337.8    (meters)    1108.     (feet)  VERTCON   
 GB2568  ___________________________________________________________________
 GB2568  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GB2568  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2568
 GB2568  HORZ ORDER  -  SECOND
 GB2568
 GB2568.The horizontal coordinates were established by classical geodetic methods
 GB2568.and adjusted by the National Geodetic Survey in April 1999..
 GB2568
 GB2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2568
 GB2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2568
 GB2568.The geoid height was determined by GEOID03.
 GB2568
 GB2568;                    North         East     Units Scale Factor Converg.
 GB2568;SPC TN       -   190,027.790   741,978.405   MT  0.99995458   +0 55 20.6
 GB2568;SPC TN       -   623,449.51  2,434,307.48   sFT  0.99995458   +0 55 20.6
 GB2568;UTM  16      - 3,990,985.915   732,045.352   MT  1.00026351   +1 30 57.0
 GB2568
 GB2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2568!SPC TN       -   0.99995169  x   0.99995458  =   0.99990627
 GB2568!UTM  16      -   0.99995169  x   1.00026351  =   1.00021518
 GB2568
 GB2568|---------------------------------------------------------------------|
 GB2568| PID    Reference Object                     Distance      Geod. Az  |
 GB2568|                                                           dddmmss.s |
 GB2568| DB8996 CHAT RM 1                             6.930 METERS 10325     |
 GB2568| DB8998 CHAT RM 2                             6.926 METERS 21432     |
 GB2568| DB8995 CHAT AZ MK                                         2940141.0 |
 GB2568|---------------------------------------------------------------------|
 GB2568
 GB2568                          SUPERSEDED SURVEY CONTROL
 GB2568
 GB2568  NAD 83(1995)-  36 02 08.80064(N)    084 25 28.10874(W) AD(       ) 2
 GB2568  NAD 83(1995)-  36 02 08.80083(N)    084 25 28.10553(W) AD(       ) 2
 GB2568  NAD 83(1986)-  36 02 08.80633(N)    084 25 28.10667(W) AD(       ) 2
 GB2568  NAD 27      -  36 02 08.52876(N)    084 25 28.35736(W) AD(       ) 2
 GB2568  NGVD 29 (07/19/86)  337.9    (m)         1109.     (f) VERT ANG       
 GB2568
 GB2568.Superseded values are not recommended for survey control.
 GB2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2568.See file dsdata.txt to determine how the superseded data were derived.
 GB2568
 GB2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3204590986(NAD 83)
 GB2568_MARKER: DD = SURVEY DISK
 GB2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2568
 GB2568  HISTORY     - Date     Condition        Report By
 GB2568  HISTORY     - 1965     MONUMENTED       TNHD
 GB2568
 GB2568                          STATION DESCRIPTION
 GB2568
 GB2568'DESCRIBED BY TN HIGHWAY DEPT 1965 (JA)
 GB2568'THE STATION IS LOCATED ABOUT 5 MILES WEST OF OLIVER SPRINGS.
 GB2568'
 GB2568'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2568'ROUTE 62 IN OLIVER
 GB2568'SPRINGS, GO 5.2 MILES WESTERLY ON STATE ROUTE 62
 GB2568'TO A HIGHWAY CUT ON THE LEFT AND THE
 GB2568'STATION AT THE TOP OF THE BANK
 GB2568'ON THE LEFT, ON THE PROPERTY OF W.  A.  CHATMAN.
 GB2568'
 GB2568'THE STATION MARK IS 8 FEET SOUTHWEST OF THE EDGE OF THE BANK OF A
 GB2568'HIGHWAY CUT, 4
 GB2568'FEET EAST OF A 4-INCH OAK TREE AND 1.5 FEET EAST OF A
 GB2568'WITNESS POST.  THE SURFACE AND
 GB2568'UNDERGROUND MARKS ARE STANDARD
 GB2568'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2568'ARE STAMPED CHAT
 GB2568'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2568'THE SURFACE DISK
 GB2568'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2568'MONUMENT.
 GB2568'
 GB2568'REFERENCE MARK NO. 1 IS 10 FEET NORTHEAST OF A 10-INCH OAK TREE, 8
 GB2568'FEET NORTHWEST OF
 GB2568'A 4-INCH HICKORY TREE, 3 FEET SOUTHWEST OF THE BANK
 GB2568'OF A HIGHWAY CUT AND 1 FOOT
 GB2568'SOUTHWEST OF A 4-INCH PINE TREE.  IT IS A
 GB2568'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2568'IN A 10-INCH SQUARE,
 GB2568'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CHAT RM-1 1965.
 GB2568'
 GB2568'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF A 12-INCH OAK TREE AND 2
 GB2568'FEET SOUTH OF A
 GB2568'3-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2568'DEPARTMENT DISK SET IN A 10-INCH
 GB2568'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2568'THE DISK IS STAMPED CHAT RM-2 1965.
 GB2568'
 GB2568'THE AZIMUTH MARK IS 33 FEET NORTHWEST OF A HIGHWAY GUARD POST, 24
 GB2568'FEET SOUTHWEST OF
 GB2568'THE APPROXIMATE CENTER OF STATE ROUTE 62 AND 1.6
 GB2568'FEET NORTHWEST OF A WITNESS POST.
 GB2568'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2568'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2568'CONCRETE MONUMENT AND
 GB2568'THE DISK IS STAMPED CHAT AZI 1965.
 GB2568'
 GB2568'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE FOR 0.5 MILE
 GB2568'WESTERLY ON STATE
 GB2568'ROUTE 62 TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2568'
 GB2568'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2568'
 GB2568'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1496 ***********************************************************************
 FC1496  DESIGNATION -  CHATTANOOGA
 FC1496  PID         -  FC1496
 FC1496  STATE/COUNTY-  TN/HAMILTON
 FC1496  USGS QUAD   -  CHATTANOOGA (1976)
 FC1496
 FC1496                         *CURRENT SURVEY CONTROL
 FC1496  ___________________________________________________________________
 FC1496* NAD 83(1995)-  35 02 44.70197(N)    085 17 59.46072(W)     ADJUSTED  
 FC1496* NAVD 88     -       231.034  (meters)     757.98   (feet)  ADJUSTED  
 FC1496  ___________________________________________________________________
 FC1496  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 FC1496  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1496  DYNAMIC HT  -         230.805 (meters)     757.23  (feet)  COMP
 FC1496  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1496
 FC1496  HORZ ORDER  -  THIRD
 FC1496  VERT ORDER  -  FIRST     CLASS II
 FC1496
 FC1496.The horizontal coordinates were established by classical geodetic methods
 FC1496.and adjusted by the National Geodetic Survey in April 1999..
 FC1496
 FC1496.The orthometric height was determined by differential leveling
 FC1496.and adjusted by the National Geodetic Survey in June 1991..
 FC1496
 FC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1496
 FC1496.The geoid height was determined by GEOID03.
 FC1496
 FC1496.The dynamic height is computed by dividing the NAVD 88
 FC1496.geopotential number by the normal gravity value computed on the
 FC1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1496.degrees latitude (g = 980.6199 gals.).
 FC1496
 FC1496.The modeled gravity was interpolated from observed gravity values.
 FC1496
 FC1496;                    North         East     Units Scale Factor Converg.
 FC1496;SPC TN       -    79,272.491   663,881.957   MT  1.00004232   +0 24 35.6
 FC1496;SPC TN       -   260,079.83  2,178,086.05   sFT  1.00004232   +0 24 35.6
 FC1496;SPC GA W     -   560,086.252   596,619.384   MT  1.00003168   -0 39 02.8
 FC1496;SPC GA W     - 1,837,549.65  1,957,408.76   sFT  1.00003168   -0 39 02.8
 FC1496;UTM  16      - 3,879,437.953   655,062.897   MT  0.99989634   +0 58 35.3
 FC1496
 FC1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1496!SPC TN       -   0.99996839  x   1.00004232  =   1.00001071
 FC1496!SPC GA W     -   0.99996839  x   1.00003168  =   1.00000007
 FC1496!UTM  16      -   0.99996839  x   0.99989634  =   0.99986474
 FC1496
 FC1496|---------------------------------------------------------------------|
 FC1496| PID    Reference Object                     Distance      Geod. Az  |
 FC1496|                                                           dddmmss.s |
 FC1496| FC1180 CHATTANOOGA RM 2                     28.977 METERS 02645     |
 FC1496| FC1276 MISSIONARY                          APPROX. 4.7 KM 1410956.0 |
 FC1496| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 5.6 KM 2262150.2 |
 FC1496| FC1179 CHATTANOOGA RM 1                     41.188 METERS 25150     |
 FC1496| FC1864 CHATTANOOGA OCTAGONAL BLDG CUP      196.165 METERS 27134     |
 FC1496| FC1863 CHATTANOOGA HAMILTON BANK FP        APPROX. 0.9 KM 2863426.6 |
 FC1496| FC1181 CHATTANOOGA AZ MK                                  2935749.1 |
 FC1496|---------------------------------------------------------------------|
 FC1496
 FC1496                          SUPERSEDED SURVEY CONTROL
 FC1496
 FC1496  NAD 83(1995)-  35 02 44.70224(N)    085 17 59.46101(W) AD(       ) 3
 FC1496  NAD 83(1995)-  35 02 44.70224(N)    085 17 59.46357(W) AD(       ) 3
 FC1496  NAD 83(1995)-  35 02 44.70292(N)    085 17 59.46152(W) AD(       ) 3
 FC1496  NAD 83(1986)-  35 02 44.70327(N)    085 17 59.46092(W) AD(       ) 3
 FC1496  NAD 27      -  35 02 44.43800(N)    085 17 59.61300(W) AD(       ) 3
 FC1496  NGVD 29 (??/??/92)  231.069  (m)          758.10   (f) ADJ UNCH    1 2
 FC1496
 FC1496.Superseded values are not recommended for survey control.
 FC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1496.See file dsdata.txt to determine how the superseded data were derived.
 FC1496
 FC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5506379438(NAD 83)
 FC1496_MARKER: DS = TRIANGULATION STATION DISK
 FC1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1496_MARK LOGO: CGS   
 FC1496
 FC1496  HISTORY     - Date     Condition        Report By
 FC1496  HISTORY     - 1934     MONUMENTED       CGS
 FC1496  HISTORY     - 1946     SEE DESCRIPTION  LOCSUR
 FC1496  HISTORY     - 1950     GOOD             CGS
 FC1496  HISTORY     - 1962     GOOD             CGS
 FC1496
 FC1496                          STATION DESCRIPTION
 FC1496
 FC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1496'IN CITY OF CHATTANOOGA, ABOUT 3/4 MILE NORTHEAST OF MARKET STREET AND
 FC1496'MAIN BUSINESS SECTION, AND ON GROUNDS OF UNIVERSITY OF
 FC1496'CHATTANOOGA. TO REACH FROM INTERSECTION OF MCCALLIE AVENUE (ROUTE 64)
 FC1496'AND GLENWOOD DRIVE, GO WEST 2.2 MILES ON MCCALLIE AVENUE TO THE
 FC1496'UNIVERSITY GROUNDS. STATION IS 133 FEET SOUTHEAST OF LIBRARY, 94 FEET
 FC1496'SOUTH OF ADMINISTRATION BUILDING, AND 24.1 FEET NORTH OF
 FC1496'FLAGPOLE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1496'CONCRETE. REFERENCE MARK NO. 1 IS STANDARD
 FC1496'REFERENCE DISK IN DOORSILL OF LIBRARY ENTRANCE AND 135.13 FEET
 FC1496'FROM STATION. NO. 2 IS STANDARD REFERENCE
 FC1496'DISK IN DOORSILL OF ADMINISTRATION BUILDING AND 95.07 FEET FROM
 FC1496'STATION. DISTANCE BETWEEN REFERENCE MARKS
 FC1496'NO. 1 AND NO. 2 IS 143.52 FEET.  AZIMUTH MARK IS STANDARD
 FC1496'REFERENCE DISK IN CONCRETE. 130.2 FEET FROM CURB LINE AT
 FC1496'NORTHWEST INTERSECTION OF DOUGLAS STREET AND MCCALLIE AVENUE, 9.8
 FC1496'FEET NORTH OF CENTER LINE OF DRIVEWAY TO CHRIST CHURCH, 3.85 FEET
 FC1496'WEST OF CURB LINE OF DOUGLAS STREET, AND ABOUT 300 YARDS FROM
 FC1496'STATION. BEARING FROM STATION TO
 FC1496'FIRST PRESBYTERIAN CHURCH, SPIRE, DISTANT ABOUT 0.2 MILE, IS
 FC1496'N 88 DEG 25 MIN W.
 FC1496
 FC1496                          STATION RECOVERY (1946)
 FC1496
 FC1496'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (DAL)
 FC1496'LETTER OF MR. D.A. LOCKMILLER, UNIVERSITY OF CHATTANOOGA,
 FC1496'CHATTANOOGA, TENN., DATED 3/4/46-
 FC1496'
 FC1496'STATION LOWERED DUE TO CONSTRUCTION ON THE UNIVERSITY GROUNDS. NEW
 FC1496'STATION MARK WAS PLACED ON THE EXACT SITE OF THE OLD ONE ACCORDING
 FC1496'TO DIRECTIONS, ABOUT 10 INCHES LOWER THAN THE OLD MARKER AND STILL
 FC1496'OVER THE UNDERGROUND MARKER.
 FC1496'
 FC1496'STATION DISK STAMPED CHATTANOOGA 1934 RECEIVED AT THIS OFFICE
 FC1496'8/11/47.
 FC1496
 FC1496                          STATION RECOVERY (1950)
 FC1496
 FC1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CS)
 FC1496'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FC1496'CONDITION.
 FC1496'
 FC1496'STATION IS LOCATED ON THE CAMPUS OF UNIVERSITY OF CHATTANOOGA, ALONG
 FC1496'MCCALLIS AVENUE BETWEEN BALDWIN AND DOUGLAS STREETS IN CHATTANOOGA.
 FC1496'IT IS 143 FEET ESE OF THE CENTER OF THE EAST DOORWAY TO THE
 FC1496'ADMINISTRATION PART OF THE BUILDING, 125 FEET W OF THE CENTER OF
 FC1496'THE WEST DOORWAY ENTRANCE TO A CHAPEL, 95 FEET SSW OF THE CENTER OF
 FC1496'THE SOUTH DOORWAY TO SCHOOL BUILDING, 24.3 FEET NNE OF THE FLAGPOLE
 FC1496'IN CENTER OF SIDEWALK OF MAIN ENTRANCE TO BUILDING. THE MARK IS A
 FC1496'TRIANGULATION STATION DISK STAMPED CHATTANOOGA RESET 1946 SET IN THE
 FC1496'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. ELEVATION- 231.069
 FC1496'METERS OR 758.099 FEET.
 FC1496'
 FC1496'R.M. 1 IS 135 FEET WNW OF THE STATION, 143 FEET W OF R.M. 2, 4.3 FEET
 FC1496'N OF THE CENTER OF THE E ENTRANCE TO THE ADM PART OF BUILDING.  THE
 FC1496'MARK IS REFERENCE MARK DISK STAMPED CHATTANOOGA NO 1 1934 SET IN THE
 FC1496'TOP OF THE FLOOR OF THE ENTRANCE. ELEVATION- 230.585 METERS
 FC1496'OR 756.511 FEET.
 FC1496'
 FC1496'R.M. 2 IS 95 FEET NNE OF THE STATION, 143 FEET E OF R.M. 1, AND 3
 FC1496'FEET E OF THE CENTER OF THE MAIN SOUTH ENTRANCE TO SCHOOL
 FC1496'BUILDING. THE MARK IS A REFERENCE MARK DISK STAMPED CHATTANOOGA NO 2
 FC1496'1934 SET IN THE TOP OF THE DOOR SILL OF THE ENTRANCE. ELEVATION-
 FC1496'231.227 METERS OR 758.617 FEET.
 FC1496'
 FC1496'THE AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF MCCALLIE AVENUE
 FC1496'AND DOUGLASS STREET, 130 FEET NE OF THE NORTHEAST CURB OF
 FC1496'MCCALLIE AVENUE, 4 FEET NW OF THE NORTHWEST CURB OF DOUGLASS STREET,
 FC1496'AND 0.8 FOOT NW OF THE SOUTHEAST EDGE OF THE SIDEWALK. THE MARK IS
 FC1496'REFERENCE MARK DISK STAMPED CHATTANOOGA AZI 1934 SET IN THE CONCRETE
 FC1496'SIDEWALK. ELEVATION- 223.459 METERS OR 733.132 FEET.
 FC1496'
 FC1496'NOTE- MARK SHOULD BE USED WITH CAUTION AS A LEVEL MARK DUE TO ITS
 FC1496'LOCATION.
 FC1496
 FC1496                          STATION RECOVERY (1962)
 FC1496
 FC1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1496'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 FC1496'IN GOOD CONDITION. THE AZIMUTH MARK, BEING OBSTRUCTED BY
 FC1496'BUILDING IMPROVEMENTS, WAS DESTROYED AND REPLACED AT ANOTHER
 FC1496'LOCATION.
 FC1496'
 FC1496'THE AZIMUTH MARK IS AT MCCALLIE AVENUE AND DOUGLAS STREET. THE MARK
 FC1496'IS 21 FEET WEST OF THE WEST CURB OF DOUGLAS STREET, 12 FEET SOUTH OF
 FC1496'THE SOUTH CURB OF MCCALLIE AVENUE AND 6.6 FEET NORTHEAST OF THE
 FC1496'NORTHEAST PORCH COLUMN AT THE FIRST PRESBYTERIAN CHURCH. THE MARK
 FC1496'IS A STANDARD AZIMUTH DISK STAMPED CHATTANOOGA 1934 RESET 1962 AND
 FC1496'SET IN A DRILL HOLE IN THE SIDEWALK OF MCCALLIE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1181 ***********************************************************************
 FC1181  DESIGNATION -  CHATTANOOGA AZ MK
 FC1181  PID         -  FC1181
 FC1181  STATE/COUNTY-  TN/HAMILTON
 FC1181  USGS QUAD   -  CHATTANOOGA (1976)
 FC1181
 FC1181                         *CURRENT SURVEY CONTROL
 FC1181  ___________________________________________________________________
 FC1181* NAD 83(1986)-  35 02 46.     (N)    085 18 06.     (W)     SCALED    
 FC1181* NAVD 88     -       223.425  (meters)     733.02   (feet)  ADJUSTED  
 FC1181  ___________________________________________________________________
 FC1181  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1181  DYNAMIC HT  -         223.203 (meters)     732.29  (feet)  COMP
 FC1181  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FC1181
 FC1181  VERT ORDER  -  FIRST     CLASS II
 FC1181
 FC1181.The horizontal coordinates were scaled from a topographic map and have
 FC1181.an estimated accuracy of +/- 6 seconds.
 FC1181
 FC1181.The orthometric height was determined by differential leveling
 FC1181.and adjusted by the National Geodetic Survey in June 1991..
 FC1181
 FC1181.The geoid height was determined by GEOID03.
 FC1181
 FC1181.The dynamic height is computed by dividing the NAVD 88
 FC1181.geopotential number by the normal gravity value computed on the
 FC1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1181.degrees latitude (g = 980.6199 gals.).
 FC1181
 FC1181.The modeled gravity was interpolated from observed gravity values.
 FC1181
 FC1181;                    North         East    Units  Estimated Accuracy
 FC1181;SPC TN       -    79,310.      663,720.      MT  (+/- 180 meters Scaled)
 FC1181
 FC1181                          SUPERSEDED SURVEY CONTROL
 FC1181
 FC1181  NGVD 29 (??/??/92)  223.459  (m)          733.13   (f) ADJ UNCH    1 2
 FC1181
 FC1181.Superseded values are not recommended for survey control.
 FC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1181.See file dsdata.txt to determine how the superseded data were derived.
 FC1181
 FC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548794(NAD 83)
 FC1181_MARKER: DS = TRIANGULATION STATION DISK
 FC1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1181_SP_SET: SIDEWALK
 FC1181_STAMPING: CHATTANOOGA AZI 1934
 FC1181_MARK LOGO: CGS   
 FC1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1181
 FC1181  HISTORY     - Date     Condition        Report By
 FC1181  HISTORY     - 1934     MONUMENTED       CGS
 FC1181  HISTORY     - 1950     GOOD             NGS
 FC1181  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1181
 FC1181                          STATION DESCRIPTION
 FC1181
 FC1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1181'AT CHATTANOOGA.
 FC1181'AT CHATTANOOGA, AT THE INTERSECTION OF MC CALLIE AVENUE AND
 FC1181'DOUGLASS STREET, SET IN THE CONCRETE SIDE WALK, 130 FEET
 FC1181'NORTHEAST OF THE NORTHEAST CURB OF MC CALLIE AVENUE, 4 FEET
 FC1181'NORTHWEST OF THE NORTHWEST CURB OF DOUGLASS STREET, 0.8 FOOT
 FC1181'NORTHWEST OF THE SOUTHEAST EDGE OF THE SIDE WALK.  NOTE-- MARK
 FC1181'SHOULD BE USED WITH CAUTION AS A LEVEL MARK DUE TO ITS LOCATION.
 FC1181
 FC1181                          STATION RECOVERY (1983)
 FC1181
 FC1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1181'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9290 ***********************************************************************
 DG9290  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9290  DESIGNATION -  CHATTANOOGA COOP CORS ARP
 DG9290  CORS_ID     -  EWRX
 DG9290  PID         -  DG9290
 DG9290  STATE/COUNTY-  TN/HAMILTON
 DG9290  USGS QUAD   -  EAST CHATTANOOGA (1976)
 DG9290
 DG9290                         *CURRENT SURVEY CONTROL
 DG9290  ___________________________________________________________________
 DG9290* NAD 83(CORS)-  35 02 00.88626(N)    085 11 02.57019(W)     ADJUSTED  
 DG9290* NAVD 88     -                                                        
 DG9290  ___________________________________________________________________
 DG9290  EPOCH DATE  -        2002.00
 DG9290  X           -     438,956.442 (meters)                     COMP
 DG9290  Y           -  -5,209,995.817 (meters)                     COMP
 DG9290  Z           -   3,641,033.989 (meters)                     COMP
 DG9290  ELLIP HEIGHT-         202.22  (meters)          (03/??/05) GPS OBS
 DG9290  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DG9290
 DG9290  HORZ ORDER  -  SPECIAL (CORS)
 DG9290  ELLP ORDER  -  SPECIAL (CORS)
 DG9290
 DG9290.ITRF positions are available for this station.
 DG9290.The coordinates were established by GPS observations
 DG9290.and adjusted by the National Geodetic Survey in March 2005..
 DG9290.The coordinates are valid at the epoch date displayed above.
 DG9290.The epoch date for horizontal control is a decimal equivalence
 DG9290.of Year/Month/Day.
 DG9290
 DG9290
 DG9290.The PID for the CORS L1 Phase Center is DG9291.
 DG9290
 DG9290.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9290
 DG9290.The ellipsoidal height was determined by GPS observations
 DG9290.and is referenced to NAD 83.
 DG9290
 DG9290.The geoid height was determined by GEOID03.
 DG9290
 DG9290;                    North         East     Units Scale Factor Converg.
 DG9290;SPC TN       -    78,004.048   674,458.894   MT  1.00004524   +0 28 39.7
 DG9290;SPC TN       -   255,918.28  2,212,787.22   sFT  1.00004524   +0 28 39.7
 DG9290
 DG9290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9290!SPC TN       -   0.99996826  x   1.00004524  =   1.00001350
 DG9290
 DG9290                          SUPERSEDED SURVEY CONTROL
 DG9290
 DG9290.No superseded survey control is available for this station.
 DG9290
 DG9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6565178274(NAD 83)
 DG9290_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9290
 DG9290                          STATION DESCRIPTION
 DG9290
 DG9290'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9290'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9290'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9290'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9290'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9290'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9291 ***********************************************************************
 DG9291  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9291  DESIGNATION -  CHATTANOOGA COOP CORS L1 PHASE CENTER
 DG9291  CORS_ID     -  EWRX
 DG9291  PID         -  DG9291
 DG9291  STATE/COUNTY-  TN/HAMILTON
 DG9291  USGS QUAD   -  EAST CHATTANOOGA (1976)
 DG9291
 DG9291                         *CURRENT SURVEY CONTROL
 DG9291  ___________________________________________________________________
 DG9291* NAD 83(CORS)-  35 02 00.88634(N)    085 11 02.57014(W)     ADJUSTED  
 DG9291* NAVD 88     -                                                        
 DG9291  ___________________________________________________________________
 DG9291  EPOCH DATE  -        2002.00
 DG9291  X           -     438,956.450 (meters)                     COMP
 DG9291  Y           -  -5,209,995.897 (meters)                     COMP
 DG9291  Z           -   3,641,034.049 (meters)                     COMP
 DG9291  ELLIP HEIGHT-         202.32  (meters)          (03/??/05) GPS OBS
 DG9291  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DG9291
 DG9291  HORZ ORDER  -  SPECIAL (CORS)
 DG9291  ELLP ORDER  -  SPECIAL (CORS)
 DG9291
 DG9291.ITRF positions are available for this station.
 DG9291.The coordinates were established by GPS observations
 DG9291.and adjusted by the National Geodetic Survey in March 2005..
 DG9291.The coordinates are valid at the epoch date displayed above.
 DG9291.The epoch date for horizontal control is a decimal equivalence
 DG9291.of Year/Month/Day.
 DG9291
 DG9291
 DG9291.The PID for the CORS ARP is DG9290.
 DG9291
 DG9291.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9291
 DG9291.The ellipsoidal height was determined by GPS observations
 DG9291.and is referenced to NAD 83.
 DG9291
 DG9291.The geoid height was determined by GEOID03.
 DG9291
 DG9291;                    North         East     Units Scale Factor Converg.
 DG9291;SPC TN       -    78,004.051   674,458.895   MT  1.00004524   +0 28 39.7
 DG9291;SPC TN       -   255,918.29  2,212,787.22   sFT  1.00004524   +0 28 39.7
 DG9291
 DG9291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9291!SPC TN       -   0.99996824  x   1.00004524  =   1.00001348
 DG9291
 DG9291                          SUPERSEDED SURVEY CONTROL
 DG9291
 DG9291.No superseded survey control is available for this station.
 DG9291
 DG9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6565178274(NAD 83)
 DG9291_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9291
 DG9291                          STATION DESCRIPTION
 DG9291
 DG9291'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9291'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9291'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9291'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9291'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9291'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1862 ***********************************************************************
 FC1862  DESIGNATION -  CHATTANOOGA FIRST METH CHURCH
 FC1862  PID         -  FC1862
 FC1862  STATE/COUNTY-  TN/HAMILTON
 FC1862  USGS QUAD   -  CHATTANOOGA (1976)
 FC1862
 FC1862                         *CURRENT SURVEY CONTROL
 FC1862  ___________________________________________________________________
 FC1862* NAD 83(1995)-  35 02 52.06653(N)    085 18 25.20126(W)     ADJUSTED  
 FC1862* NAVD 88     -                                                        
 FC1862  ___________________________________________________________________
 FC1862  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 FC1862  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1862
 FC1862  HORZ ORDER  -  THIRD
 FC1862
 FC1862.The horizontal coordinates were established by classical geodetic methods
 FC1862.and adjusted by the National Geodetic Survey in April 1999..
 FC1862
 FC1862
 FC1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1862
 FC1862.The geoid height was determined by GEOID03.
 FC1862
 FC1862;                    North         East     Units Scale Factor Converg.
 FC1862;SPC TN       -    79,494.805   663,227.978   MT  1.00004183   +0 24 20.6
 FC1862;SPC TN       -   260,809.21  2,175,940.46   sFT  1.00004183   +0 24 20.6
 FC1862;UTM  16      - 3,879,653.757   654,406.848   MT  0.99989384   +0 58 20.7
 FC1862
 FC1862                          SUPERSEDED SURVEY CONTROL
 FC1862
 FC1862  NAD 83(1995)-  35 02 52.06697(N)    085 18 25.20143(W) AD(       ) 4
 FC1862  NAD 83(1995)-  35 02 52.06698(N)    085 18 25.20380(W) AD(       ) 4
 FC1862  NAD 83(1995)-  35 02 52.06766(N)    085 18 25.20177(W) AD(       ) 4
 FC1862  NAD 83(1986)-  35 02 52.06795(N)    085 18 25.20111(W) AD(       ) 4
 FC1862  NAD 27      -  35 02 51.80400(N)    085 18 25.35400(W) AD(       ) 3
 FC1862
 FC1862.Superseded values are not recommended for survey control.
 FC1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1862.See file dsdata.txt to determine how the superseded data were derived.
 FC1862
 FC1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5440779654(NAD 83)
 FC1862_MARKER: 90 = CHURCH SPIRE
 FC1862
 FC1862  HISTORY     - Date     Condition        Report By
 FC1862  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1862  HISTORY     - 19980117 GOOD             USPSQD
 FC1862
 FC1862                          STATION DESCRIPTION
 FC1862
 FC1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1862'THE STATION IS LOCATED IN THE DOWN TOWN SECTION OF CHATTANOOGA, AT
 FC1862'GEORGIA AND MCCALLIE AVENUES.  IT IS A TALL COPPER COVERED SPIRE
 FC1862'EXTENDING ABOVE THE CHURCH BELL TOWER.  THE OVERALL HEIGHT IS ABOUT
 FC1862'125 FEET.  A ROD PROJECTING FROM THE TOP IS THE POINT INTERSECTED.
 FC1862
 FC1862                          STATION RECOVERY (1998)
 FC1862
 FC1862'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1863 ***********************************************************************
 FC1863  DESIGNATION -  CHATTANOOGA HAMILTON BANK FP
 FC1863  PID         -  FC1863
 FC1863  STATE/COUNTY-  TN/HAMILTON
 FC1863  USGS QUAD   -  CHATTANOOGA (1976)
 FC1863
 FC1863                         *CURRENT SURVEY CONTROL
 FC1863  ___________________________________________________________________
 FC1863* NAD 83(1995)-  35 02 53.43933(N)    085 18 35.16536(W)     ADJUSTED  
 FC1863* NAVD 88     -                                                        
 FC1863  ___________________________________________________________________
 FC1863  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FC1863  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1863
 FC1863  HORZ ORDER  -  THIRD
 FC1863
 FC1863.The horizontal coordinates were established by classical geodetic methods
 FC1863.and adjusted by the National Geodetic Survey in April 1999..
 FC1863
 FC1863
 FC1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1863
 FC1863.The geoid height was determined by GEOID03.
 FC1863
 FC1863;                    North         East     Units Scale Factor Converg.
 FC1863;SPC TN       -    79,535.327   662,975.154   MT  1.00004174   +0 24 14.7
 FC1863;SPC TN       -   260,942.15  2,175,110.98   sFT  1.00004174   +0 24 14.7
 FC1863;SPC GA W     -   560,365.826   595,717.611   MT  1.00003398   -0 39 23.4
 FC1863;SPC GA W     - 1,838,466.88  1,954,450.20   sFT  1.00003398   -0 39 23.4
 FC1863;UTM  16      - 3,879,691.771   654,153.673   MT  0.99989287   +0 58 15.0
 FC1863
 FC1863                          SUPERSEDED SURVEY CONTROL
 FC1863
 FC1863  NAD 83(1995)-  35 02 53.43949(N)    085 18 35.16568(W) AD(       ) 4
 FC1863  NAD 83(1995)-  35 02 53.43952(N)    085 18 35.16818(W) AD(       ) 4
 FC1863  NAD 83(1995)-  35 02 53.44025(N)    085 18 35.16628(W) AD(       ) 4
 FC1863  NAD 83(1986)-  35 02 53.44050(N)    085 18 35.16499(W) AD(       ) 4
 FC1863  NAD 27      -  35 02 53.17400(N)    085 18 35.30900(W) AD(       ) 3
 FC1863
 FC1863.Superseded values are not recommended for survey control.
 FC1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1863.See file dsdata.txt to determine how the superseded data were derived.
 FC1863
 FC1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5415479692(NAD 83)
 FC1863_MARKER: 62 = FLAGPOLE
 FC1863
 FC1863  HISTORY     - Date     Condition        Report By
 FC1863  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1863
 FC1863                          STATION DESCRIPTION
 FC1863
 FC1863'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1864 ***********************************************************************
 FC1864  DESIGNATION -  CHATTANOOGA OCTAGONAL BLDG CUP
 FC1864  PID         -  FC1864
 FC1864  STATE/COUNTY-  TN/HAMILTON
 FC1864  USGS QUAD   -  CHATTANOOGA (1976)
 FC1864
 FC1864                         *CURRENT SURVEY CONTROL
 FC1864  ___________________________________________________________________
 FC1864* NAD 83(1995)-  35 02 44.87684(N)    085 18 07.19800(W)     ADJUSTED  
 FC1864* NAVD 88     -                                                        
 FC1864  ___________________________________________________________________
 FC1864  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 FC1864  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1864
 FC1864  HORZ ORDER  -  THIRD
 FC1864
 FC1864.The horizontal coordinates were established by classical geodetic methods
 FC1864.and adjusted by the National Geodetic Survey in April 1999..
 FC1864
 FC1864
 FC1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1864
 FC1864.The geoid height was determined by GEOID03.
 FC1864
 FC1864;                    North         East     Units Scale Factor Converg.
 FC1864;SPC TN       -    79,276.479   663,685.824   MT  1.00004231   +0 24 31.1
 FC1864;SPC TN       -   260,092.91  2,177,442.57   sFT  1.00004231   +0 24 31.1
 FC1864;UTM  16      - 3,879,440.001   654,866.762   MT  0.99989559   +0 58 30.9
 FC1864
 FC1864                          SUPERSEDED SURVEY CONTROL
 FC1864
 FC1864  NAD 83(1995)-  35 02 44.87710(N)    085 18 07.19836(W) AD(       ) 4
 FC1864  NAD 83(1995)-  35 02 44.87709(N)    085 18 07.20093(W) AD(       ) 4
 FC1864  NAD 83(1995)-  35 02 44.87776(N)    085 18 07.19892(W) AD(       ) 4
 FC1864  NAD 83(1986)-  35 02 44.87812(N)    085 18 07.19774(W) AD(       ) 4
 FC1864  NAD 27      -  35 02 44.60000(N)    085 18 07.37000(W) AD(       ) 3
 FC1864
 FC1864.Superseded values are not recommended for survey control.
 FC1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1864.See file dsdata.txt to determine how the superseded data were derived.
 FC1864
 FC1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5486779440(NAD 83)
 FC1864_MARKER: 86 = CUPOLA
 FC1864
 FC1864  HISTORY     - Date     Condition        Report By
 FC1864  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1864
 FC1864                          STATION DESCRIPTION
 FC1864
 FC1864'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1178 ***********************************************************************
 FC1178  DESIGNATION -  CHATTANOOGA RESET
 FC1178  PID         -  FC1178
 FC1178  STATE/COUNTY-  TN/HAMILTON
 FC1178  USGS QUAD   -  CHATTANOOGA (1976)
 FC1178
 FC1178                         *CURRENT SURVEY CONTROL
 FC1178  ___________________________________________________________________
 FC1178* NAD 83(1986)-  35 02 44.     (N)    085 18 00.     (W)     SCALED    
 FC1178* NAVD 88     -       231.036  (meters)     757.99   (feet)  ADJUSTED  
 FC1178  ___________________________________________________________________
 FC1178  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1178  DYNAMIC HT  -         230.807 (meters)     757.24  (feet)  COMP
 FC1178  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1178
 FC1178  VERT ORDER  -  FIRST     CLASS II
 FC1178
 FC1178.The horizontal coordinates were scaled from a topographic map and have
 FC1178.an estimated accuracy of +/- 6 seconds.
 FC1178
 FC1178.The orthometric height was determined by differential leveling
 FC1178.and adjusted by the National Geodetic Survey in June 1991..
 FC1178
 FC1178.The geoid height was determined by GEOID03.
 FC1178
 FC1178.The dynamic height is computed by dividing the NAVD 88
 FC1178.geopotential number by the normal gravity value computed on the
 FC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1178.degrees latitude (g = 980.6199 gals.).
 FC1178
 FC1178.The modeled gravity was interpolated from observed gravity values.
 FC1178
 FC1178;                    North         East    Units  Estimated Accuracy
 FC1178;SPC TN       -    79,250.      663,870.      MT  (+/- 180 meters Scaled)
 FC1178
 FC1178                          SUPERSEDED SURVEY CONTROL
 FC1178
 FC1178  NGVD 29 (??/??/92)  231.069  (m)          758.10   (f) ADJ UNCH    1 2
 FC1178
 FC1178.Superseded values are not recommended for survey control.
 FC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1178.See file dsdata.txt to determine how the superseded data were derived.
 FC1178
 FC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD550794(NAD 83)
 FC1178_MARKER: DS = TRIANGULATION STATION DISK
 FC1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1178_STAMPING: CHATTANOOGA RESET 1946
 FC1178_MARK LOGO: CGS   
 FC1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1178+STABILITY: SURFACE MOTION
 FC1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1178+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 FC1178
 FC1178  HISTORY     - Date     Condition        Report By
 FC1178  HISTORY     - 1946     MONUMENTED       CGS
 FC1178  HISTORY     - 1950     GOOD             NGS
 FC1178  HISTORY     - 1983     GOOD             NGS
 FC1178  HISTORY     - 20050109 GOOD             GEOCAC
 FC1178
 FC1178                          STATION DESCRIPTION
 FC1178
 FC1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1178'AT CHATTANOOGA.
 FC1178'AT CHATTANOOGA, ON THE CAMPUS OF UNIVERSITY OF CHATTANOOGA,
 FC1178'LOCATED BETWEEN BALDWIN AND DOUGLASS STREETS ALONG MC CALLIE
 FC1178'AVENUE, 143 FEET EAST-SOUTHEAST OF THE CENTER OF THE EAST DOOR
 FC1178'WAY TO THE ADMINSTRATION PART OF THE BUILDING, 135 FEET
 FC1178'EAST-SOUTHEAST OF R.M. NO. 1, 125 FEET WEST OF THE CENTER OF THE
 FC1178'WEST DOORWAY ENTRANCE TO A CHAPEL, 95 FEET SOUTH-SOUTHWEST OF THE
 FC1178'CENTER OF THE SOUTH DOORWAY TO SCHOOL BUILDING, 95 FEET
 FC1178'SOUTH-SOUTHWEST OF R.M. NO. 2, 24.3 FEET NORTH-NORTHEAST OF THE
 FC1178'FLAG POLE IN CENTER OF SIDE WALK OF MAIN ENTRANCE TO BUILDING AND
 FC1178'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE--
 FC1178'LOWERED DUE TO CONST ON U. GROUNDS U. OF CHATT.  3/4/46 ON EXACT
 FC1178'SITE OF OLD MARK 10 INCHES LOWER.
 FC1178
 FC1178                          STATION RECOVERY (1983)
 FC1178
 FC1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1178'RECOVERED IN GOOD CONDITION.
 FC1178
 FC1178                          STATION RECOVERY (2005)
 FC1178
 FC1178'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1178'LOCATED IN THE SIDEWALK LEADING NORTH FROM MCCALLIE AVE TO THE MAIN
 FC1178'ENTRANCE AT THE CENTER OF THE CAMPUS BUILDING IDENTIFIED AS RACE HALL
 FC1178'(WEST OF MAIN ENTRANCE) AND HOOPER HALL (EAST OF MAIN ENTRANCE), 24.3
 FC1178'FEET NORTH-NORTHEAST OF A FLAGPOLE, 94.5 FEET SOUTH-SOUTHWEST OF THE
 FC1178'MAIN ENTRANCE, AND RECESSED 0.5 INCHES INTO THE SIDEWALK.  HANDHELD
 FC1178'COORDINATES ARE N35-02-44.70 W085-17-59.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1179 ***********************************************************************
 FC1179  DESIGNATION -  CHATTANOOGA RM 1
 FC1179  PID         -  FC1179
 FC1179  STATE/COUNTY-  TN/HAMILTON
 FC1179  USGS QUAD   -  CHATTANOOGA (1976)
 FC1179
 FC1179                         *CURRENT SURVEY CONTROL
 FC1179  ___________________________________________________________________
 FC1179* NAD 83(1986)-  35 02 44.     (N)    085 18 00.     (W)     SCALED    
 FC1179* NAVD 88     -       230.550  (meters)     756.40   (feet)  ADJUSTED  
 FC1179  ___________________________________________________________________
 FC1179  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1179  DYNAMIC HT  -         230.321 (meters)     755.64  (feet)  COMP
 FC1179  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1179
 FC1179  VERT ORDER  -  FIRST     CLASS II
 FC1179
 FC1179.The horizontal coordinates were scaled from a topographic map and have
 FC1179.an estimated accuracy of +/- 6 seconds.
 FC1179
 FC1179.The orthometric height was determined by differential leveling
 FC1179.and adjusted by the National Geodetic Survey in June 1991..
 FC1179
 FC1179.The geoid height was determined by GEOID03.
 FC1179
 FC1179.The dynamic height is computed by dividing the NAVD 88
 FC1179.geopotential number by the normal gravity value computed on the
 FC1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1179.degrees latitude (g = 980.6199 gals.).
 FC1179
 FC1179.The modeled gravity was interpolated from observed gravity values.
 FC1179
 FC1179;                    North         East    Units  Estimated Accuracy
 FC1179;SPC TN       -    79,250.      663,870.      MT  (+/- 180 meters Scaled)
 FC1179
 FC1179                          SUPERSEDED SURVEY CONTROL
 FC1179
 FC1179  NGVD 29 (??/??/92)  230.585  (m)          756.51   (f) ADJ UNCH    1 2
 FC1179
 FC1179.Superseded values are not recommended for survey control.
 FC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1179.See file dsdata.txt to determine how the superseded data were derived.
 FC1179
 FC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD550794(NAD 83)
 FC1179_MARKER: DR = REFERENCE MARK DISK
 FC1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1179_SP_SET: FLOOR
 FC1179_STAMPING: CHATTANOOGA NO 1 1934
 FC1179_MARK LOGO: CGS   
 FC1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1179+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 FC1179
 FC1179  HISTORY     - Date     Condition        Report By
 FC1179  HISTORY     - 1934     MONUMENTED       CGS
 FC1179  HISTORY     - 1950     GOOD             NGS
 FC1179  HISTORY     - 1983     GOOD             NGS
 FC1179  HISTORY     - 20050112 GOOD             GEOCAC
 FC1179
 FC1179                          STATION DESCRIPTION
 FC1179
 FC1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1179'AT CHATTANOOGA.
 FC1179'AT CHATTANOOGA, ON THE CAMPUS OF THE UNIVERSITY OF CHATTANOOGA,
 FC1179'LOCATED ALONG MC CALLIE AVENUE BETWEEN BALDWIN AND DOUGLASS
 FC1179'STREETS, SET IN THE TOP OF THE FLOOR OF THE EAST ENTRANCE TO THE
 FC1179'ADMINSTRATION PART OF BUILDING, 135 FEET WEST-NORTHWEST OF THE
 FC1179'STATION, 143 FEET WEST OF R.M. NO. 2, 4.3 FEET NORTH OF THE CENTER
 FC1179'OF THE ENTRANCE.
 FC1179
 FC1179                          STATION RECOVERY (1983)
 FC1179
 FC1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1179'RECOVERED IN GOOD CONDITION, DESIGNATION IS DIFFICULT TO READ.
 FC1179
 FC1179                          STATION RECOVERY (2005)
 FC1179
 FC1179'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1179'THE MARK IS A STANDARD USCGS REFERENCE MARK DISK SET IN THE FLOOR
 FC1179'INSIDE THE EAST ENTRANCE TO UNIVERSITY OF TENNESSEE AT CHATTANOOGA
 FC1179'CAMPUS BUILDING IDENTIFIED AS FOUNDERS HALL, 1.0 FEET WEST OF THE
 FC1179'INSIDE OF PANEL IMMEDIATELY NORTH OF THE DOORWAY, 4.3 FEET NORTH OF
 FC1179'THE CENTER OF THE DOORWAY, AND AT HANDHELD COORDINATES N35-02-45.78
 FC1179'W085-18-00.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1180 ***********************************************************************
 FC1180  DESIGNATION -  CHATTANOOGA RM 2
 FC1180  PID         -  FC1180
 FC1180  STATE/COUNTY-  TN/HAMILTON
 FC1180  USGS QUAD   -  CHATTANOOGA (1976)
 FC1180
 FC1180                         *CURRENT SURVEY CONTROL
 FC1180  ___________________________________________________________________
 FC1180* NAD 83(1986)-  35 02 44.     (N)    085 18 00.     (W)     SCALED    
 FC1180* NAVD 88     -       231.192  (meters)     758.50   (feet)  ADJUSTED  
 FC1180  ___________________________________________________________________
 FC1180  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1180  DYNAMIC HT  -         230.962 (meters)     757.75  (feet)  COMP
 FC1180  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1180
 FC1180  VERT ORDER  -  FIRST     CLASS II
 FC1180
 FC1180.The horizontal coordinates were scaled from a topographic map and have
 FC1180.an estimated accuracy of +/- 6 seconds.
 FC1180
 FC1180.The orthometric height was determined by differential leveling
 FC1180.and adjusted by the National Geodetic Survey in June 1991..
 FC1180
 FC1180.The geoid height was determined by GEOID03.
 FC1180
 FC1180.The dynamic height is computed by dividing the NAVD 88
 FC1180.geopotential number by the normal gravity value computed on the
 FC1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1180.degrees latitude (g = 980.6199 gals.).
 FC1180
 FC1180.The modeled gravity was interpolated from observed gravity values.
 FC1180
 FC1180;                    North         East    Units  Estimated Accuracy
 FC1180;SPC TN       -    79,250.      663,870.      MT  (+/- 180 meters Scaled)
 FC1180
 FC1180                          SUPERSEDED SURVEY CONTROL
 FC1180
 FC1180  NGVD 29 (??/??/92)  231.227  (m)          758.62   (f) ADJ UNCH    1 2
 FC1180
 FC1180.Superseded values are not recommended for survey control.
 FC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1180.See file dsdata.txt to determine how the superseded data were derived.
 FC1180
 FC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD550794(NAD 83)
 FC1180_MARKER: DS = TRIANGULATION STATION DISK
 FC1180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1180_SP_SET: DOOR SILL
 FC1180_STAMPING: CHATTANOOGA NO 2 1934
 FC1180_MARK LOGO: CGS   
 FC1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1180
 FC1180  HISTORY     - Date     Condition        Report By
 FC1180  HISTORY     - 1934     MONUMENTED       CGS
 FC1180  HISTORY     - 1950     GOOD             NGS
 FC1180  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1180
 FC1180                          STATION DESCRIPTION
 FC1180
 FC1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1180'AT CHATTANOOGA.
 FC1180'AT CHATTANOOGA, ON THE CAMPUS OF THE UNIVERSITY OF CHATTANOOGA,
 FC1180'LOCATED ALONG MC CALLIE AVENUE BETWEEN BALDWIN AND DOUGLASS
 FC1180'STREETS, SET IN THE TOP OF THE DOOR SILL OF THE MAIN SOUTH ENTRANCE
 FC1180'TO SCHOOL BUILDING, 143 FEET EAST OF R.M. NO. 1, 95 FEET
 FC1180'NORTH-NORTHEAST OF THE STATION AND 3 FEET EAST OF THE CENTER
 FC1180'OF THE ENTRANCE.
 FC1180
 FC1180                          STATION RECOVERY (1983)
 FC1180
 FC1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1180'NOT RECOVERED, CONSIDERED DESTROYED, THE OLD DOOR HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2060 ***********************************************************************
 EE2060  DESIGNATION -  CHATTANOOGA TENN PROD CHEM STK
 EE2060  PID         -  EE2060
 EE2060  STATE/COUNTY-  TN/HAMILTON
 EE2060  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2060
 EE2060                         *CURRENT SURVEY CONTROL
 EE2060  ___________________________________________________________________
 EE2060* NAD 83(1995)-  34 59 33.34658(N)    085 18 48.08132(W)     ADJUSTED  
 EE2060* NAVD 88     -                                                        
 EE2060  ___________________________________________________________________
 EE2060  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 EE2060  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE2060
 EE2060  HORZ ORDER  -  THIRD
 EE2060
 EE2060.The horizontal coordinates were established by classical geodetic methods
 EE2060.and adjusted by the National Geodetic Survey in April 1999..
 EE2060
 EE2060
 EE2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2060
 EE2060.The geoid height was determined by GEOID03.
 EE2060
 EE2060;                    North         East     Units Scale Factor Converg.
 EE2060;SPC TN       -    73,366.633   662,691.085   MT  1.00005539   +0 24 07.2
 EE2060;SPC TN       -   240,703.70  2,174,179.00   sFT  1.00005539   +0 24 07.2
 EE2060;SPC GA W     -   554,203.529   595,319.465   MT  1.00003501   -0 39 27.5
 EE2060;SPC GA W     - 1,818,249.41  1,953,143.94   sFT  1.00003501   -0 39 27.5
 EE2060;UTM  16      - 3,873,521.534   653,930.599   MT  0.99989203   +0 58 02.8
 EE2060
 EE2060                          SUPERSEDED SURVEY CONTROL
 EE2060
 EE2060  NAD 83(1995)-  34 59 33.34696(N)    085 18 48.08119(W) AD(       ) 4
 EE2060  NAD 83(1995)-  34 59 33.34741(N)    085 18 48.08400(W) AD(       ) 4
 EE2060  NAD 83(1995)-  34 59 33.34788(N)    085 18 48.08195(W) AD(       ) 4
 EE2060  NAD 83(1986)-  34 59 33.34826(N)    085 18 48.08138(W) AD(       ) 4
 EE2060  NAD 27      -  34 59 33.08200(N)    085 18 48.23500(W) AD(       ) 3
 EE2060
 EE2060.Superseded values are not recommended for survey control.
 EE2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2060.See file dsdata.txt to determine how the superseded data were derived.
 EE2060
 EE2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5393173522(NAD 83)
 EE2060_MARKER: 63 = STACK
 EE2060
 EE2060  HISTORY     - Date     Condition        Report By
 EE2060  HISTORY     - 1962     FIRST OBSERVED   CGS
 EE2060
 EE2060                          STATION DESCRIPTION
 EE2060
 EE2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2060'THE STATION IS A LARGE BRICK SMOKE STACK ABOUT 190 FEET HIGH AND 20
 EE2060'FEET ACROSS THE TOP AND LOCATED IN THE ALTON PARK SECTION OF
 EE2060'CHATTANOOGA.  THE STACK IS OWNED BY THE TENNESSEE PRODUCTS AND
 EE2060'CHEMICAL COROPERATION AT 4800 CENTRAL AVENUE.
 EE2060'
 EE2060'TO REACH STATION FROM 38TH STREET AND CENTRAL AVENUE IN ALTON PARK,
 EE2060'GO SOUTH ON CENTRAL AVENUE 0.6 MILE TO THE STATION ON THE LEFT ABOUT
 EE2060'250 FEET EAST OF THE STREET.
 EE2060'
 EE2060'POINT INTERSECTED IS THE TOP AND CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9332 ***********************************************************************
 DG9332  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9332  DESIGNATION -  CHATTANOOGA2 COOP CORS ARP
 DG9332  CORS_ID     -  MWRX
 DG9332  PID         -  DG9332
 DG9332  STATE/COUNTY-  TN/HAMILTON
 DG9332  USGS QUAD   -  DAISY (1976)
 DG9332
 DG9332                         *CURRENT SURVEY CONTROL
 DG9332  ___________________________________________________________________
 DG9332* NAD 83(CORS)-  35 12 50.43259(N)    085 10 56.85101(W)     ADJUSTED  
 DG9332* NAVD 88     -                                                        
 DG9332  ___________________________________________________________________
 DG9332  EPOCH DATE  -        2002.00
 DG9332  X           -     438,134.869 (meters)                     COMP
 DG9332  Y           -  -5,198,521.563 (meters)                     COMP
 DG9332  Z           -   3,657,417.183 (meters)                     COMP
 DG9332  ELLIP HEIGHT-         220.01  (meters)          (03/??/05) GPS OBS
 DG9332  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DG9332
 DG9332  HORZ ORDER  -  SPECIAL (CORS)
 DG9332  ELLP ORDER  -  SPECIAL (CORS)
 DG9332
 DG9332.ITRF positions are available for this station.
 DG9332.The coordinates were established by GPS observations
 DG9332.and adjusted by the National Geodetic Survey in March 2005..
 DG9332.The coordinates are valid at the epoch date displayed above.
 DG9332.The epoch date for horizontal control is a decimal equivalence
 DG9332.of Year/Month/Day.
 DG9332
 DG9332
 DG9332.The PID for the CORS L1 Phase Center is DG9333.
 DG9332
 DG9332.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9332
 DG9332.The ellipsoidal height was determined by GPS observations
 DG9332.and is referenced to NAD 83.
 DG9332
 DG9332.The geoid height was determined by GEOID03.
 DG9332
 DG9332;                    North         East     Units Scale Factor Converg.
 DG9332;SPC TN       -    98,022.427   674,436.644   MT  1.00000655   +0 28 43.0
 DG9332;SPC TN       -   321,595.25  2,212,714.22   sFT  1.00000655   +0 28 43.0
 DG9332
 DG9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9332!SPC TN       -   0.99996547  x   1.00000655  =   0.99997202
 DG9332
 DG9332                          SUPERSEDED SURVEY CONTROL
 DG9332
 DG9332.No superseded survey control is available for this station.
 DG9332
 DG9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6543098290(NAD 83)
 DG9332_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9332
 DG9332                          STATION DESCRIPTION
 DG9332
 DG9332'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9332'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9332'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9332'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9332'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9332'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9333 ***********************************************************************
 DG9333  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9333  DESIGNATION -  CHATTANOOGA2 COOP CORS L1 PHASE CENTER
 DG9333  CORS_ID     -  MWRX
 DG9333  PID         -  DG9333
 DG9333  STATE/COUNTY-  TN/HAMILTON
 DG9333  USGS QUAD   -  DAISY (1976)
 DG9333
 DG9333                         *CURRENT SURVEY CONTROL
 DG9333  ___________________________________________________________________
 DG9333* NAD 83(CORS)-  35 12 50.43267(N)    085 10 56.85096(W)     ADJUSTED  
 DG9333* NAVD 88     -                                                        
 DG9333  ___________________________________________________________________
 DG9333  EPOCH DATE  -        2002.00
 DG9333  X           -     438,134.878 (meters)                     COMP
 DG9333  Y           -  -5,198,521.651 (meters)                     COMP
 DG9333  Z           -   3,657,417.248 (meters)                     COMP
 DG9333  ELLIP HEIGHT-         220.12  (meters)          (03/??/05) GPS OBS
 DG9333  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DG9333
 DG9333  HORZ ORDER  -  SPECIAL (CORS)
 DG9333  ELLP ORDER  -  SPECIAL (CORS)
 DG9333
 DG9333.ITRF positions are available for this station.
 DG9333.The coordinates were established by GPS observations
 DG9333.and adjusted by the National Geodetic Survey in March 2005..
 DG9333.The coordinates are valid at the epoch date displayed above.
 DG9333.The epoch date for horizontal control is a decimal equivalence
 DG9333.of Year/Month/Day.
 DG9333
 DG9333
 DG9333.The PID for the CORS ARP is DG9332.
 DG9333
 DG9333.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9333
 DG9333.The ellipsoidal height was determined by GPS observations
 DG9333.and is referenced to NAD 83.
 DG9333
 DG9333.The geoid height was determined by GEOID03.
 DG9333
 DG9333;                    North         East     Units Scale Factor Converg.
 DG9333;SPC TN       -    98,022.430   674,436.646   MT  1.00000655   +0 28 43.0
 DG9333;SPC TN       -   321,595.26  2,212,714.23   sFT  1.00000655   +0 28 43.0
 DG9333
 DG9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9333!SPC TN       -   0.99996545  x   1.00000655  =   0.99997200
 DG9333
 DG9333                          SUPERSEDED SURVEY CONTROL
 DG9333
 DG9333.No superseded survey control is available for this station.
 DG9333
 DG9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6543098290(NAD 83)
 DG9333_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9333
 DG9333                          STATION DESCRIPTION
 DG9333
 DG9333'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9333'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9333'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9333'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9333'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9333'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2526 ***********************************************************************
 GC2526  DESIGNATION -  CHEAP HILL
 GC2526  PID         -  GC2526
 GC2526  STATE/COUNTY-  TN/CHEATHAM
 GC2526  USGS QUAD   -  CHEATHAM DAM (1983)
 GC2526
 GC2526                         *CURRENT SURVEY CONTROL
 GC2526  ___________________________________________________________________
 GC2526* NAD 83(1995)-  36 19 51.44748(N)    087 09 27.26021(W)     ADJUSTED  
 GC2526* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 GC2526  ___________________________________________________________________
 GC2526  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC2526  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2526
 GC2526  HORZ ORDER  -  SECOND
 GC2526
 GC2526.The horizontal coordinates were established by classical geodetic methods
 GC2526.and adjusted by the National Geodetic Survey in April 1999..
 GC2526
 GC2526.The orthometric height was scaled from a topographic map.
 GC2526
 GC2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2526
 GC2526.The geoid height was determined by GEOID03.
 GC2526
 GC2526;                    North         East     Units Scale Factor Converg.
 GC2526;SPC TN       -   222,252.597   496,070.737   MT  0.99998592   -0 40 39.7
 GC2526;SPC TN       -   729,173.73  1,627,525.41   sFT  0.99998592   -0 40 39.7
 GC2526;UTM  16      - 4,020,669.030   485,857.955   MT  0.99960246   -0 05 36.1
 GC2526
 GC2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2526!SPC TN       -   0.99996992  x   0.99998592  =   0.99995584
 GC2526!UTM  16      -   0.99996992  x   0.99960246  =   0.99957239
 GC2526
 GC2526|---------------------------------------------------------------------|
 GC2526| PID    Reference Object                     Distance      Geod. Az  |
 GC2526|                                                           dddmmss.s |
 GC2526| CG5076 CHEAP HILL RM 1                      29.932 METERS 09441     |
 GC2526| CG5075 CHEAP HILL AZ MK                                   2564244.7 |
 GC2526| CG5077 CHEAP HILL RM 2                      27.478 METERS 25809     |
 GC2526| GC2527 HENRIETTI RESET                     APPROX. 9.8 KM 3361634.5 |
 GC2526|---------------------------------------------------------------------|
 GC2526
 GC2526                          SUPERSEDED SURVEY CONTROL
 GC2526
 GC2526  NAD 83(1995)-  36 19 51.44885(N)    087 09 27.26225(W) AD(       ) 2
 GC2526  NAD 83(1995)-  36 19 51.45118(N)    087 09 27.26363(W) AD(       ) 2
 GC2526  NAD 83(1986)-  36 19 51.45728(N)    087 09 27.26346(W) AD(       ) 2
 GC2526  NAD 27      -  36 19 51.26700(N)    087 09 27.24500(W) AD(       ) 2
 GC2526
 GC2526.Superseded values are not recommended for survey control.
 GC2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2526.See file dsdata.txt to determine how the superseded data were derived.
 GC2526
 GC2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8585820669(NAD 83)
 GC2526_MARKER: DS = TRIANGULATION STATION DISK
 GC2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2526
 GC2526  HISTORY     - Date     Condition        Report By
 GC2526  HISTORY     - 1953     MONUMENTED       CGS
 GC2526
 GC2526                          STATION DESCRIPTION
 GC2526
 GC2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2526'STATION IS LOCATED AT THE SOUTHWEST CORNER OF A SMALL CEMETERY ON THE
 GC2526'PROPERTY OF JAMES M. STONE ABOUT 6-1/2 MILES NORTHWEST OF
 GC2526'ASHLAND CITY.  IT IS 21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 5
 GC2526'FEET WEST OF A WHITE WITNESS POST AND 5 FEET NORTHWEST OF A
 GC2526'FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHEAP HILL
 GC2526'1953.
 GC2526'
 GC2526'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2526'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 GC2526'AND THE DISK IS STAMPED CHEAP HILL NO. 1 1953.
 GC2526'
 GC2526'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF THE GRAVEL
 GC2526'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 GC2526'IS STAMPED CHEAP HILL NO. 2 1953.
 GC2526'
 GC2526'AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2
 GC2526'FEET EAST OF A POWER POLE AND WHITE WITNESS POST AND 1 FOOT
 GC2526'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2526'STAMPED CHEAP HILL 1953.
 GC2526'
 GC2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2526'ASHLAND CITY, GO NORTHWEST ON HIGHWAY 12 FOR 7.5 MILES TO A GRAVEL
 GC2526'CROSSROAD.  TURN LEFT ON GRAVEL ROAD AND GO SOUTHWEST AND WEST FOR
 GC2526'0.1 MILE TO A SMALL CEMETERY ON THE RIGHT AND THE STATION ON THE
 GC2526'RIGHT AS DESCRIBED.  CONTINUE WEST ON THE GRAVEL ROAD FOR 0.15 MILE
 GC2526'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2526'
 GC2526'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0592 ***********************************************************************
 FD0592  DESIGNATION -  CHEEK
 FD0592  PID         -  FD0592
 FD0592  STATE/COUNTY-  TN/MAURY
 FD0592  USGS QUAD   -  GLENDALE (1981)
 FD0592
 FD0592                         *CURRENT SURVEY CONTROL
 FD0592  ___________________________________________________________________
 FD0592* NAD 83(1995)-  35 33 36.80542(N)    086 54 22.67693(W)     ADJUSTED  
 FD0592* NAVD 88     -       203.184  (meters)     666.61   (feet)  ADJUSTED  
 FD0592  ___________________________________________________________________
 FD0592  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD0592  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0592  DYNAMIC HT  -         203.004 (meters)     666.02  (feet)  COMP
 FD0592  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0592
 FD0592  HORZ ORDER  -  SECOND
 FD0592  VERT ORDER  -  SECOND    CLASS 0
 FD0592
 FD0592.The horizontal coordinates were established by classical geodetic methods
 FD0592.and adjusted by the National Geodetic Survey in April 1999..
 FD0592
 FD0592.The orthometric height was determined by differential leveling
 FD0592.and adjusted by the National Geodetic Survey in June 1991..
 FD0592
 FD0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0592
 FD0592.The geoid height was determined by GEOID03.
 FD0592
 FD0592.The dynamic height is computed by dividing the NAVD 88
 FD0592.geopotential number by the normal gravity value computed on the
 FD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0592.degrees latitude (g = 980.6199 gals.).
 FD0592
 FD0592.The modeled gravity was interpolated from observed gravity values.
 FD0592
 FD0592;                    North         East     Units Scale Factor Converg.
 FD0592;SPC TN       -   136,502.905   517,837.932   MT  0.99995976   -0 31 50.1
 FD0592;SPC TN       -   447,843.28  1,698,939.95   sFT  0.99995976   -0 31 50.1
 FD0592;UTM  16      - 3,935,176.663   508,491.674   MT  0.99960089   +0 03 16.2
 FD0592
 FD0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0592!SPC TN       -   0.99997249  x   0.99995976  =   0.99993225
 FD0592!UTM  16      -   0.99997249  x   0.99960089  =   0.99957339
 FD0592
 FD0592:                Primary Azimuth Mark                     Grid Az
 FD0592:SPC TN       -  CHEEK AZ MK                              010 12 07.0
 FD0592:UTM  16      -  CHEEK AZ MK                              009 37 00.7
 FD0592
 FD0592|---------------------------------------------------------------------|
 FD0592| PID    Reference Object                     Distance      Geod. Az  |
 FD0592|                                                           dddmmss.s |
 FD0592| FD0590 CHEEK AZ MK                         APPROX. 0.8 KM 0094016.9 |
 FD0592| FD0591 CHEEK RM 1                           29.337 METERS 04858     |
 FD0592| FD0593 CHEEK RM 2                           22.957 METERS 22246     |
 FD0592|---------------------------------------------------------------------|
 FD0592
 FD0592                          SUPERSEDED SURVEY CONTROL
 FD0592
 FD0592  NAD 83(1995)-  35 33 36.80885(N)    086 54 22.67887(W) AD(       ) 2
 FD0592  NAD 83(1986)-  35 33 36.81605(N)    086 54 22.67798(W) AD(       ) 2
 FD0592  NAD 27      -  35 33 36.56130(N)    086 54 22.67410(W) AD(       ) 2
 FD0592  NGVD 29 (??/??/92)  203.168  (m)          666.56   (f) ADJ UNCH    2 0
 FD0592
 FD0592.Superseded values are not recommended for survey control.
 FD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0592.See file dsdata.txt to determine how the superseded data were derived.
 FD0592
 FD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0849235177(NAD 83)
 FD0592_MARKER: DE = TRAVERSE STATION DISK
 FD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0592_STAMPING: CHEEK 1960
 FD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0592+STABILITY: SURFACE MOTION
 FD0592
 FD0592  HISTORY     - Date     Condition        Report By
 FD0592  HISTORY     - 1960     MONUMENTED       CGS
 FD0592  HISTORY     - 1960     GOOD             CGS
 FD0592  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0592
 FD0592                          STATION DESCRIPTION
 FD0592
 FD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0592'THE STATION IS LOCATED ON THE PROPERTY OF MR HUSTON CHEEK, ABOUT 8
 FD0592'MILES SOUTHEAST OF
 FD0592'COLUMBIA, ABOUT 0.3 MILE SOUTH OF THE DUCK RIVER AND ON
 FD0592'A VERY ROCKY KNOLL.
 FD0592'
 FD0592'TO REACH THE STATION FROM THE INTERSECTION OF 6TH AND GARDEN STREET
 FD0592'IN COLUMBIA, GO
 FD0592'EAST ON 6TH STREET FOR 0.25 MILE TO GLADE STREET, THEN
 FD0592'RIGHT, SOUTH, FOR 0.25 MILE TO
 FD0592'A T-INTERSECTION AT A STOP LIGHT, WITH
 FD0592'AN AMERICAN SERVICE STATION IN THE NORTHEAST
 FD0592'ANGLE.  TURN LEFT, GO
 FD0592'EAST AND SOUTH ON STATE HIGHWAY 50 FOR 2.1 MILES TO A SIDE ROAD
 FD0592'LEFT AT CHEEKS
 FD0592'MARKET AND SERVICE STATION.  TURN LEFT, EAST, AND GO 6.9
 FD0592'MILES TO A LEFT CURVE, A
 FD0592'GRAVELED ROAD RIGHT, AND SIGN HOWARD BRIDGE
 FD0592'ROAD.* TURN RIGHT, GO SOUTH AND WEST FOR
 FD0592'2.25 MILES TO A REVERSE-Y,
 FD0592'JUST BEFORE CROSSING A BRIDGE OVER THE DUCK RIVER.  KEEP
 FD0592'LEFT GOING
 FD0592'ACROSS THE BRIDGE, AND GO SOUTH FOR 0.35 MILE TO A SIDE ROAD LEFT.
 FD0592'TURN LEFT, EAST,
 FD0592'GO 0.95 MILE TO A FORK.  KEEP LEFT, EAST, ON A TRACK
 FD0592'ROAD FOR 0.35 MILE TO THE STATION
 FD0592'ON THE RIGHT.
 FD0592'
 FD0592'*TO REACH THE AZIMUTH MARK FROM THE SIGN HOWARD BRIDGE ROAD, GO
 FD0592'SOUTHERLY FOR 0.9 MILE TO
 FD0592'A WOODEN GATE ON THE LEFT, AND THE RESIDENCE OF MR ROBERT
 FD0592'TRUELOVE.  PASS THROUGH WOODEN
 FD0592'GATE AND GO SOUTH ON A TRACK ROAD FOR
 FD0592'0.45 MILE TO A WOODEN GATE, PROCEED THROUGH GATE,
 FD0592'GO 0.1 MILE TO AN
 FD0592'ABANDONED HOUSE.  KEEP LEFT ON A TRACK ROAD AROUND THE HOUSE, GO 0.2
 FD0592'MILE TO AN OLD
 FD0592'BARN ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 FD0592'ABOUT 0.2 MILE SOUTHWEST TO THE
 FD0592'AZIMUTH MARK IN ABOUT THE CENTER OF A
 FD0592'CULTIVATED FIELD.
 FD0592'
 FD0592'THE STATION MARK IS A TRAVERSE DISK, SET IN A CONCRETE MONUMENT,
 FD0592'STAMPED CHEEK 1960,
 FD0592'AND SET FLUSH.  IT IS 26 FEET SOUTHWEST OF THE CENTER OF
 FD0592'A TRACK ROAD AND 1.4 FEET
 FD0592'SOUTH OF A WITNESS SIGN.
 FD0592'
 FD0592'REFERENCE MARK NO 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 FD0592'OUTCROPPING BEDROCK, STAMPED
 FD0592'CHEEK NO 1 1960, AND SET FLUSH.  IT IS 44 FEET SOUTH
 FD0592'OF THE CENTER OF A WOODEN GATE, 30
 FD0592'FEET SOUTHEAST OF THE CENTER OF A
 FD0592'TRACK ROAD, 16 FEET SOUTHEAST OF A 14-INCH TREE AND
 FD0592'2.5 FEET WEST OF
 FD0592'A WIRE FENCE.
 FD0592'
 FD0592'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0592'STAMPED CHEEK NO 2 1960,
 FD0592'AND SET FLUSH.  IT IS 44 FEET SOUTH OF THE CENTER OF
 FD0592'A TRACK ROAD, 7 FEET WEST OF A
 FD0592'14-INCH TREE AND 6 FEET SOUTH OF A
 FD0592'5-INCH CEDAR TREE.
 FD0592'
 FD0592'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0592'STAMPED CHEEK 1960, AND SET
 FD0592'FLUSH.  IT IS 3.3 FEET EAST OF A WITNESS SIGN AND SET
 FD0592'ON A SMALL KNOLL IN ABOUT THE
 FD0592'CENTER OF A CULTIVATED FIELD.
 FD0592'
 FD0592'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0592'
 FD0592'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FD0592
 FD0592                          STATION RECOVERY (1960)
 FD0592
 FD0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0592'3.6 MI NW FROM BRYANT.
 FD0592'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0592'FOR 0.7 MILE, THEN 2.9 MILES NORTH ON INTERSTATE HIGHWAY 65.
 FD0592'THE STATION MARK IS ON THE HIGHEST POINT OF A HILL ABOUT 200 FT.
 FD0592'EAST OF THE CENTER OF INTERSTATE HIGHWAY 65, 26 FT. SOUTHEAST OF
 FD0592'THE CENTER OF A TRACK ROAD AND 1.4 FT. SOUTH OF A WITNESS SIGN.
 FD0592'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0592'GROUND.
 FD0592
 FD0592                          STATION RECOVERY (1972)
 FD0592
 FD0592'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (S)
 FD0592'CHEEK AND REF. NO. 2 SEARCHED FOR BUT NOT RECOVERED, BELIEVED
 FD0592'DESTROYED BY ROAD CONSTRUCTION.
 FD0592'
 FD0592'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MI SOUTH EAST
 FD0592'OF COLUMBIA, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0590 ***********************************************************************
 FD0590  DESIGNATION -  CHEEK AZ MK
 FD0590  PID         -  FD0590
 FD0590  STATE/COUNTY-  TN/MAURY
 FD0590  USGS QUAD   -  GLENDALE (1981)
 FD0590
 FD0590                         *CURRENT SURVEY CONTROL
 FD0590  ___________________________________________________________________
 FD0590* NAD 83(1995)-  35 34 03.31603(N)    086 54 17.14744(W)     ADJUSTED  
 FD0590* NAVD 88     -       191.059  (meters)     626.83   (feet)  ADJUSTED  
 FD0590  ___________________________________________________________________
 FD0590  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD0590  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0590  DYNAMIC HT  -         190.890 (meters)     626.28  (feet)  COMP
 FD0590  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 FD0590
 FD0590  HORZ ORDER  -  SECOND
 FD0590  VERT ORDER  -  SECOND    CLASS 0
 FD0590
 FD0590.The horizontal coordinates were established by classical geodetic methods
 FD0590.and adjusted by the National Geodetic Survey in April 1999..
 FD0590
 FD0590.The orthometric height was determined by differential leveling
 FD0590.and adjusted by the National Geodetic Survey in June 1991..
 FD0590
 FD0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0590
 FD0590.The geoid height was determined by GEOID03.
 FD0590
 FD0590.The dynamic height is computed by dividing the NAVD 88
 FD0590.geopotential number by the normal gravity value computed on the
 FD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0590.degrees latitude (g = 980.6199 gals.).
 FD0590
 FD0590.The modeled gravity was interpolated from observed gravity values.
 FD0590
 FD0590;                    North         East     Units Scale Factor Converg.
 FD0590;SPC TN       -   137,318.598   517,984.727   MT  0.99995916   -0 31 46.9
 FD0590;SPC TN       -   450,519.43  1,699,421.56   sFT  0.99995916   -0 31 46.9
 FD0590;UTM  16      - 3,935,993.520   508,630.083   MT  0.99960092   +0 03 19.4
 FD0590
 FD0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0590!SPC TN       -   0.99997439  x   0.99995916  =   0.99993355
 FD0590!UTM  16      -   0.99997439  x   0.99960092  =   0.99957532
 FD0590
 FD0590                          SUPERSEDED SURVEY CONTROL
 FD0590
 FD0590  NAD 83(1995)-  35 34 03.31955(N)    086 54 17.14940(W) AD(       ) 2
 FD0590  NAD 83(1986)-  35 34 03.32674(N)    086 54 17.14848(W) AD(       ) 2
 FD0590  NAD 27      -  35 34 03.07220(N)    086 54 17.14520(W) AD(       ) 2
 FD0590  NGVD 29 (??/??/92)  191.042  (m)          626.78   (f) ADJ UNCH    2 0
 FD0590
 FD0590.Superseded values are not recommended for survey control.
 FD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0590.See file dsdata.txt to determine how the superseded data were derived.
 FD0590
 FD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0863035994(NAD 83)
 FD0590_MARKER: DZ = AZIMUTH MARK DISK
 FD0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0590_SP_SET: CULVERT
 FD0590_STAMPING: CHEEK 1960
 FD0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0590
 FD0590  HISTORY     - Date     Condition        Report By
 FD0590  HISTORY     - 1960     MONUMENTED       CGS
 FD0590  HISTORY     - 1960     GOOD             CGS
 FD0590
 FD0590                          STATION DESCRIPTION
 FD0590
 FD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0590'THE STATION IS LOCATED ON THE PROPERTY OF MR HUSTON CHEEK, ABOUT 8
 FD0590'MILES SOUTHEAST OF
 FD0590'COLUMBIA, ABOUT 0.3 MILE SOUTH OF THE DUCK RIVER AND ON
 FD0590'A VERY ROCKY KNOLL.
 FD0590'
 FD0590'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0590'STAMPED CHEEK 1960, AND SET
 FD0590'FLUSH.  IT IS 3.3 FEET EAST OF A WITNESS SIGN AND SET
 FD0590'ON A SMALL KNOLL IN ABOUT THE
 FD0590'CENTER OF A CULTIVATED FIELD.
 FD0590
 FD0590                          STATION RECOVERY (1960)
 FD0590
 FD0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0590'4.1 MI NW FROM BRYANT.
 FD0590'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0590'50 FOR 0.7 MILE, THEN 3.4 MILES NORTH ON INTERSTATE HIGHWAY 65.
 FD0590'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE DUCK RIVER, 3.3
 FD0590'FT. EAST OF A WITNESS SIGN AND SET ON A SMALL KNOLL IN ABOUT THE
 FD0590'CENTER OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0591 ***********************************************************************
 FD0591  DESIGNATION -  CHEEK RM 1
 FD0591  PID         -  FD0591
 FD0591  STATE/COUNTY-  TN/MAURY
 FD0591  USGS QUAD   -  GLENDALE (1981)
 FD0591
 FD0591                         *CURRENT SURVEY CONTROL
 FD0591  ___________________________________________________________________
 FD0591* NAD 83(1986)-  35 33 36.     (N)    086 54 22.     (W)     SCALED    
 FD0591* NAVD 88     -       201.651  (meters)     661.58   (feet)  ADJUSTED  
 FD0591  ___________________________________________________________________
 FD0591  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0591  DYNAMIC HT  -         201.472 (meters)     661.00  (feet)  COMP
 FD0591  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0591
 FD0591  VERT ORDER  -  SECOND    CLASS 0
 FD0591
 FD0591.The horizontal coordinates were scaled from a topographic map and have
 FD0591.an estimated accuracy of +/- 6 seconds.
 FD0591
 FD0591.The orthometric height was determined by differential leveling
 FD0591.and adjusted by the National Geodetic Survey in June 1991..
 FD0591
 FD0591.The geoid height was determined by GEOID03.
 FD0591
 FD0591.The dynamic height is computed by dividing the NAVD 88
 FD0591.geopotential number by the normal gravity value computed on the
 FD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0591.degrees latitude (g = 980.6199 gals.).
 FD0591
 FD0591.The modeled gravity was interpolated from observed gravity values.
 FD0591
 FD0591;                    North         East    Units  Estimated Accuracy
 FD0591;SPC TN       -   136,480.      517,860.      MT  (+/- 180 meters Scaled)
 FD0591
 FD0591                          SUPERSEDED SURVEY CONTROL
 FD0591
 FD0591  NGVD 29 (??/??/92)  201.635  (m)          661.53   (f) ADJ UNCH    2 0
 FD0591
 FD0591.Superseded values are not recommended for survey control.
 FD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0591.See file dsdata.txt to determine how the superseded data were derived.
 FD0591
 FD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085351(NAD 83)
 FD0591_MARKER: DR = REFERENCE MARK DISK
 FD0591_SETTING: 66 = SET IN ROCK OUTCROP
 FD0591_SP_SET: OUTCROPPING BEDROCK
 FD0591_STAMPING: CHEEK NO 1 1960
 FD0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0591+STABILITY: POSITION/ELEVATION WELL
 FD0591
 FD0591  HISTORY     - Date     Condition        Report By
 FD0591  HISTORY     - 1960     MONUMENTED       CGS
 FD0591
 FD0591                          STATION DESCRIPTION
 FD0591
 FD0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0591'3.6 MI NW FROM BRYANT.
 FD0591'THIS MARK IS LOCATED AT THE CHEEK 1960 STATION SITE, 96.3 FT.
 FD0591'NORTHEAST OF THE STATION MARK, 44 FT. SOUTH OF THE CENTER OF A
 FD0591'WOODEN GATE, 30 FT. SOUTHEAST OF THE CENTER OF A TRACK ROAD, 16
 FD0591'FT. SOUTHEAST OF A 14-INCH TREE AND 2.5 FT. WEST OF A WIRE FENCE.
 FD0591'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0593 ***********************************************************************
 FD0593  DESIGNATION -  CHEEK RM 2
 FD0593  PID         -  FD0593
 FD0593  STATE/COUNTY-  TN/MAURY
 FD0593  USGS QUAD   -  GLENDALE (1981)
 FD0593
 FD0593                         *CURRENT SURVEY CONTROL
 FD0593  ___________________________________________________________________
 FD0593* NAD 83(1986)-  35 33 36.     (N)    086 54 22.     (W)     SCALED    
 FD0593* NAVD 88     -       204.148  (meters)     669.78   (feet)  ADJUSTED  
 FD0593  ___________________________________________________________________
 FD0593  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0593  DYNAMIC HT  -         203.967 (meters)     669.18  (feet)  COMP
 FD0593  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0593
 FD0593  VERT ORDER  -  SECOND    CLASS 0
 FD0593
 FD0593.The horizontal coordinates were scaled from a topographic map and have
 FD0593.an estimated accuracy of +/- 6 seconds.
 FD0593
 FD0593.The orthometric height was determined by differential leveling
 FD0593.and adjusted by the National Geodetic Survey in June 1991..
 FD0593
 FD0593.The geoid height was determined by GEOID03.
 FD0593
 FD0593.The dynamic height is computed by dividing the NAVD 88
 FD0593.geopotential number by the normal gravity value computed on the
 FD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0593.degrees latitude (g = 980.6199 gals.).
 FD0593
 FD0593.The modeled gravity was interpolated from observed gravity values.
 FD0593
 FD0593;                    North         East    Units  Estimated Accuracy
 FD0593;SPC TN       -   136,480.      517,860.      MT  (+/- 180 meters Scaled)
 FD0593
 FD0593                          SUPERSEDED SURVEY CONTROL
 FD0593
 FD0593  NGVD 29 (??/??/92)  204.132  (m)          669.72   (f) ADJ UNCH    2 0
 FD0593
 FD0593.Superseded values are not recommended for survey control.
 FD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0593.See file dsdata.txt to determine how the superseded data were derived.
 FD0593
 FD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085351(NAD 83)
 FD0593_MARKER: DR = REFERENCE MARK DISK
 FD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0593_STAMPING: CHEEK NO 2 1960
 FD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0593+STABILITY: SURFACE MOTION
 FD0593
 FD0593  HISTORY     - Date     Condition        Report By
 FD0593  HISTORY     - 1960     MONUMENTED       CGS
 FD0593
 FD0593                          STATION DESCRIPTION
 FD0593
 FD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0593'3.6 MI NW FROM BRYANT.
 FD0593'THIS MARK IS LOCATED AT THE CHEEK 1960 STATION SITE, 75.3 FT.
 FD0593'SOUTHWEST OF THE STATION MARK, 44 FT. SOUTH OF THE CENTER OF A
 FD0593'TRACK ROAD, 7 FT. WEST OF A 14-INCH TREE AND 6 FT. SOUTH OF A
 FD0593'5-INCH CEDAR TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0593'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0412 ***********************************************************************
 FF0412  DESIGNATION -  CHELSEA
 FF0412  PID         -  FF0412
 FF0412  STATE/COUNTY-  TN/SHELBY
 FF0412  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0412
 FF0412                         *CURRENT SURVEY CONTROL
 FF0412  ___________________________________________________________________
 FF0412* NAD 83(1995)-  35 10 22.25313(N)    090 00 59.51487(W)     ADJUSTED  
 FF0412* NAVD 88     -        72.925  (meters)     239.25   (feet)  ADJUSTED  
 FF0412  ___________________________________________________________________
 FF0412  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FF0412  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0412  DYNAMIC HT  -          72.859 (meters)     239.04  (feet)  COMP
 FF0412  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF0412
 FF0412  HORZ ORDER  -  SECOND
 FF0412  VERT ORDER  -  SECOND    CLASS 0
 FF0412
 FF0412.The horizontal coordinates were established by classical geodetic methods
 FF0412.and adjusted by the National Geodetic Survey in April 1999..
 FF0412
 FF0412.The orthometric height was determined by differential leveling
 FF0412.and adjusted by the National Geodetic Survey in June 1991..
 FF0412
 FF0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0412
 FF0412.The geoid height was determined by GEOID03.
 FF0412
 FF0412.The dynamic height is computed by dividing the NAVD 88
 FF0412.geopotential number by the normal gravity value computed on the
 FF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0412.degrees latitude (g = 980.6199 gals.).
 FF0412
 FF0412.The modeled gravity was interpolated from observed gravity values.
 FF0412
 FF0412;                    North         East     Units Scale Factor Converg.
 FF0412;SPC TN       -   100,652.067   234,208.256   MT  1.00001451   -2 21 05.2
 FF0412;SPC TN       -   330,222.66    768,398.25   sFT  1.00001451   -2 21 05.2
 FF0412;SPC AR N     -    94,956.795   580,666.422   MT  0.99996155   +1 09 15.0
 FF0412;SPC AR N     -   311,537.42  1,905,069.75   sFT  0.99996155   +1 09 15.0
 FF0412;UTM  15      - 3,896,288.801   771,714.298   MT  1.00050998   +1 43 10.8
 FF0412;UTM  16      - 3,896,379.737   225,273.533   MT  1.00053027   -1 44 19.5
 FF0412
 FF0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0412!SPC TN       -   0.99999284  x   1.00001451  =   1.00000735
 FF0412!SPC AR N     -   0.99999284  x   0.99996155  =   0.99995439
 FF0412!UTM  15      -   0.99999284  x   1.00050998  =   1.00050281
 FF0412!UTM  16      -   0.99999284  x   1.00053027  =   1.00052310
 FF0412
 FF0412:                Primary Azimuth Mark                     Grid Az
 FF0412:SPC TN       -  CHELSEA AZ MK                            092 34 56.0
 FF0412:SPC AR N     -  CHELSEA AZ MK                            089 04 35.8
 FF0412:UTM  15      -  CHELSEA AZ MK                            088 30 40.0
 FF0412:UTM  16      -  CHELSEA AZ MK                            091 58 10.3
 FF0412
 FF0412|---------------------------------------------------------------------|
 FF0412| PID    Reference Object                     Distance      Geod. Az  |
 FF0412|                                                           dddmmss.s |
 FF0412| CI4104 CHELSEA AZ MK                                      0901350.8 |
 FF0412| FF0413 CHELSEA RM 1                         24.522 METERS 17553     |
 FF0412| FF0411 CHELSEA RM 2                         26.185 METERS 26956     |
 FF0412|---------------------------------------------------------------------|
 FF0412
 FF0412                          SUPERSEDED SURVEY CONTROL
 FF0412
 FF0412  NAD 83(1995)-  35 10 22.25556(N)    090 00 59.51453(W) AD(       ) 2
 FF0412  NAD 83(1995)-  35 10 22.25862(N)    090 00 59.51429(W) AD(       ) 2
 FF0412  NAD 83(1986)-  35 10 22.26343(N)    090 00 59.51601(W) AD(       ) 2
 FF0412  NAD 27      -  35 10 21.94200(N)    090 00 59.19090(W) AD(       ) 2
 FF0412  NGVD 29 (??/??/??)   72.899  (m)          239.17   (f) ADJUSTED    2 0
 FF0412
 FF0412.Superseded values are not recommended for survey control.
 FF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0412.See file dsdata.txt to determine how the superseded data were derived.
 FF0412
 FF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7171496289(NAD 83)
 FF0412_MARKER: DE = TRAVERSE STATION DISK
 FF0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0412_STAMPING: CHELSEA 1959
 FF0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0412+STABILITY: SURFACE MOTION
 FF0412
 FF0412  HISTORY     - Date     Condition        Report By
 FF0412  HISTORY     - 1959     MONUMENTED       CGS
 FF0412  HISTORY     - 1959     GOOD             CGS
 FF0412  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0412
 FF0412                          STATION DESCRIPTION
 FF0412
 FF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0412'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF DOWNTOWN
 FF0412'MEMPHIS, AT THE INTERSECTION OF SYLVAN ST. AND CLYDE AVE.
 FF0412'ON CITY PROPERTY, 30 FEET NORTHWEST OF THE INTERSECTION OF
 FF0412'SYLVAN ST. AND CLYDE AVE., 18 FEET NORTH OF CLYDE AVE. AND
 FF0412'27 FEET SOUTH OF THE RAILROAD TRACKS.  THE MARK IS A STANDARD
 FF0412'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH
 FF0412'WITH THE GROUND AND IS STAMPED CHELSEA 1959.
 FF0412'
 FF0412'THE UNDERGROUND MARK IS A STANDARD TRAVERSE MARK DISK SET
 FF0412'ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 FF0412'CHELSEA 1959.
 FF0412'
 FF0412'TO REACH THE STATION FROM THE INTERSECTION OF CHELSEA AVE.
 FF0412'AND NORTH BELLEVUE BLVD. IN THE NORTHWEST SECTION OF MEMPHIS,
 FF0412'GO NORTH ON NORTH BELLEVUE BLVD. FOR 0.15 MILE TO CLYDE AVE.,
 FF0412'TURN RIGHT ON CLYDE AVE. AND GO EAST FOR 0.1 MILE TO THE
 FF0412'STATION ON THE LEFT AS DESCRIBED.
 FF0412'
 FF0412'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST
 FF0412'ON CLYDE AVE. FOR 0.25 MILE TO CHELSEA AVE., TURN LEFT ON
 FF0412'CHELSEA AVE. AND GO NORTHEAST FOR 0.1 MILE TO THE AZIMUTH
 FF0412'MARK ON THE LEFT AS DESCRIBED.
 FF0412'
 FF0412'REFERENCE MARK NO. 1 IS 25 FEET WEST OF A FIRE PLUG, 22 FEET
 FF0412'SOUTH OF END OF SIDE WALK AND 18 FEET WEST OF THE CENTER
 FF0412'OF SYLVAN ST.  THE MARK IS A STANDARD REFERENCE MARK DISK
 FF0412'CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH
 FF0412'THE SIDE WALK AND IS STAMPED CHELSEA NO 1 1959.
 FF0412'
 FF0412'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE RAILROAD TRACKS AND
 FF0412'15 FEET NORTH OF CLYDE AVE.  THE MARK IS SET FLUSH WITH THE
 FF0412'SURFACE OF THE GROUND AND IS STAMPED CHELSEA NO 2 1959.
 FF0412'
 FF0412'AZIMUTH MARK IS 68 FEET WEST OF A FIRE PLUG, 40 FEET NORTH
 FF0412'OF CHELSEA AVE., 20 FEET EAST OF THE END OF THE CURB, 18 FEET
 FF0412'EAST OF THE RAILROAD TRACKS AND 18 FEET WEST OF A POWERLINE
 FF0412'POLE.  THE MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 FF0412'IN A DRILL HOLE IN THE CURB, SET FLUSH WITH THE CURB AND
 FF0412'IS STAMPED CHELSEA 1959.
 FF0412'
 FF0412'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF0412
 FF0412                          STATION RECOVERY (1959)
 FF0412
 FF0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0412'IN MEMPHIS.
 FF0412'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF DOWNTOWN
 FF0412'MEMPHIS, AT THE INTERSECTION OF SYLVAN ST. AND CLYDE AVE. ON CITY
 FF0412'PROPERTY, 30 FT. NORTHWEST OF THE INTERSECTION OF SYLVAN ST. AND
 FF0412'CLYDE AVE., 18 FT. NORTH OF CLYDE AVE. 27 FT. NORTH OF THE RAILROAD
 FF0412'TRACKS, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FF0412'GROUND.  THIS STATION IS ABOUT 1.1 MILE NORTH OF STATION JACKSON.
 FF0412
 FF0412                          STATION RECOVERY (1995)
 FF0412
 FF0412'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0413 ***********************************************************************
 FF0413  DESIGNATION -  CHELSEA RM 1
 FF0413  PID         -  FF0413
 FF0413  STATE/COUNTY-  TN/SHELBY
 FF0413  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0413
 FF0413                         *CURRENT SURVEY CONTROL
 FF0413  ___________________________________________________________________
 FF0413* NAD 83(1986)-  35 10 22.     (N)    090 00 59.     (W)     SCALED    
 FF0413* NAVD 88     -        73.180  (meters)     240.09   (feet)  ADJUSTED  
 FF0413  ___________________________________________________________________
 FF0413  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0413  DYNAMIC HT  -          73.114 (meters)     239.87  (feet)  COMP
 FF0413  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FF0413
 FF0413  VERT ORDER  -  SECOND    CLASS 0
 FF0413
 FF0413.The horizontal coordinates were scaled from a topographic map and have
 FF0413.an estimated accuracy of +/- 6 seconds.
 FF0413
 FF0413.The orthometric height was determined by differential leveling
 FF0413.and adjusted by the National Geodetic Survey in June 1991..
 FF0413
 FF0413.The geoid height was determined by GEOID03.
 FF0413
 FF0413.The dynamic height is computed by dividing the NAVD 88
 FF0413.geopotential number by the normal gravity value computed on the
 FF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0413.degrees latitude (g = 980.6199 gals.).
 FF0413
 FF0413.The modeled gravity was interpolated from observed gravity values.
 FF0413
 FF0413;                    North         East    Units  Estimated Accuracy
 FF0413;SPC TN       -   100,640.      234,220.      MT  (+/- 180 meters Scaled)
 FF0413
 FF0413                          SUPERSEDED SURVEY CONTROL
 FF0413
 FF0413  NGVD 29 (??/??/??)   73.154  (m)          240.01   (f) ADJUSTED    2 0
 FF0413
 FF0413.Superseded values are not recommended for survey control.
 FF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0413.See file dsdata.txt to determine how the superseded data were derived.
 FF0413
 FF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717962(NAD 83)
 FF0413_MARKER: DR = REFERENCE MARK DISK
 FF0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0413_SP_SET: SIDEWALK
 FF0413_STAMPING: CHELSEA NO 1 1959
 FF0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0413
 FF0413  HISTORY     - Date     Condition        Report By
 FF0413  HISTORY     - 1959     MONUMENTED       CGS
 FF0413  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0413
 FF0413                          STATION DESCRIPTION
 FF0413
 FF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0413'IN MEMPHIS.
 FF0413'THIS MARK IS LOCATED AT THE STATION SITE, 80.5 FT. SOUTH-SOUTHEAST
 FF0413'OF THE STATION MARK, 25 FT. WEST OF A FIRE PLUG, 22 FT. SOUTH
 FF0413'OF THE END OF A SIDE WALK, 18 FT. WEST OF THE CENTER OF SYLVAN
 FF0413'ST., A DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALK.
 FF0413
 FF0413                          STATION RECOVERY (1995)
 FF0413
 FF0413'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0411 ***********************************************************************
 FF0411  DESIGNATION -  CHELSEA RM 2
 FF0411  PID         -  FF0411
 FF0411  STATE/COUNTY-  TN/SHELBY
 FF0411  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0411
 FF0411                         *CURRENT SURVEY CONTROL
 FF0411  ___________________________________________________________________
 FF0411* NAD 83(1986)-  35 10 21.     (N)    090 00 58.     (W)     SCALED    
 FF0411* NAVD 88     -        72.784  (meters)     238.79   (feet)  ADJUSTED  
 FF0411  ___________________________________________________________________
 FF0411  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0411  DYNAMIC HT  -          72.718 (meters)     238.58  (feet)  COMP
 FF0411  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF0411
 FF0411  VERT ORDER  -  SECOND    CLASS 0
 FF0411
 FF0411.The horizontal coordinates were scaled from a topographic map and have
 FF0411.an estimated accuracy of +/- 6 seconds.
 FF0411
 FF0411.The orthometric height was determined by differential leveling
 FF0411.and adjusted by the National Geodetic Survey in June 1991..
 FF0411
 FF0411.The geoid height was determined by GEOID03.
 FF0411
 FF0411.The dynamic height is computed by dividing the NAVD 88
 FF0411.geopotential number by the normal gravity value computed on the
 FF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0411.degrees latitude (g = 980.6199 gals.).
 FF0411
 FF0411.The modeled gravity was interpolated from observed gravity values.
 FF0411
 FF0411;                    North         East    Units  Estimated Accuracy
 FF0411;SPC TN       -   100,610.      234,250.      MT  (+/- 180 meters Scaled)
 FF0411
 FF0411                          SUPERSEDED SURVEY CONTROL
 FF0411
 FF0411  NGVD 29 (??/??/??)   72.757  (m)          238.70   (f) ADJUSTED    2 0
 FF0411
 FF0411.Superseded values are not recommended for survey control.
 FF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0411.See file dsdata.txt to determine how the superseded data were derived.
 FF0411
 FF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717962(NAD 83)
 FF0411_MARKER: DR = REFERENCE MARK DISK
 FF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0411_STAMPING: CHELSEA NO 2 1959
 FF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0411+STABILITY: SURFACE MOTION
 FF0411
 FF0411  HISTORY     - Date     Condition        Report By
 FF0411  HISTORY     - 1959     MONUMENTED       CGS
 FF0411  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0411
 FF0411                          STATION DESCRIPTION
 FF0411
 FF0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0411'IN MEMPHIS.
 FF0411'THIS MARK IS LOCATED AT THE STATION SITE, 85.9 FT. WEST OF THE
 FF0411'STATION MARK, 33 FT. SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FF0411'TRACKS, 15 FT. NORTH OF THE CENTER OF CLYDE AVE., A DISK SET IN
 FF0411'TOP OF A CONCRETE POST, SET FLUSH WITH THE GROUND.
 FF0411
 FF0411                          STATION RECOVERY (1995)
 FF0411
 FF0411'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1872 ***********************************************************************
 FB1872  DESIGNATION -  CHERRY
 FB1872  PID         -  FB1872
 FB1872  STATE/COUNTY-  TN/KNOX
 FB1872  USGS QUAD   -  KNOXVILLE (1978)
 FB1872
 FB1872                         *CURRENT SURVEY CONTROL
 FB1872  ___________________________________________________________________
 FB1872* NAD 83(1995)-  35 59 35.19480(N)    083 54 07.03806(W)     ADJUSTED  
 FB1872* NAVD 88     -       289.093  (meters)     948.47   (feet)  ADJUSTED  
 FB1872  ___________________________________________________________________
 FB1872  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FB1872  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1872  DYNAMIC HT  -         288.827 (meters)     947.59  (feet)  COMP
 FB1872  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FB1872
 FB1872  HORZ ORDER  -  SECOND
 FB1872  VERT ORDER  -  FIRST     CLASS I
 FB1872
 FB1872.The horizontal coordinates were established by classical geodetic methods
 FB1872.and adjusted by the National Geodetic Survey in April 1999..
 FB1872
 FB1872.The orthometric height was determined by differential leveling
 FB1872.and adjusted by the National Geodetic Survey in June 1991..
 FB1872
 FB1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1872
 FB1872.The geoid height was determined by GEOID03.
 FB1872
 FB1872.The dynamic height is computed by dividing the NAVD 88
 FB1872.geopotential number by the normal gravity value computed on the
 FB1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1872.degrees latitude (g = 980.6199 gals.).
 FB1872
 FB1872.The modeled gravity was interpolated from observed gravity values.
 FB1872
 FB1872;                    North         East     Units Scale Factor Converg.
 FB1872;SPC TN       -   186,178.578   789,160.402   MT  0.99995224   +1 13 41.8
 FB1872;SPC TN       -   610,820.88  2,589,103.75   sFT  0.99995224   +1 13 41.8
 FB1872;UTM  17      - 3,987,079.556   238,396.064   MT  1.00044335   -1 42 23.1
 FB1872
 FB1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1872!SPC TN       -   0.99995945  x   0.99995224  =   0.99991169
 FB1872!UTM  17      -   0.99995945  x   1.00044335  =   1.00040278
 FB1872
 FB1872|---------------------------------------------------------------------|
 FB1872| PID    Reference Object                     Distance      Geod. Az  |
 FB1872|                                                           dddmmss.s |
 FB1872| CZ4752 CHERRY AZ MK                                       13035     |
 FB1872| FB1874 CHERRY RM 3                          24.175 METERS 13905     |
 FB1872| FB1873 CHERRY RM 2                          33.638 METERS 23335     |
 FB1872| GA3554 SHARP RESET                         APPROX. 3.9 KM 2872835.7 |
 FB1872| FB2199 CHERRY RM 4                           6.747 METERS 32231     |
 FB1872| FB1871 CHERRY RM 1                          29.768 METERS 32259     |
 FB1872|---------------------------------------------------------------------|
 FB1872
 FB1872                          SUPERSEDED SURVEY CONTROL
 FB1872
 FB1872  NAD 83(1995)-  35 59 35.20329(N)    083 54 07.03547(W) AD(       ) 2
 FB1872  NAD 83(1986)-  35 59 35.20876(N)    083 54 07.03369(W) AD(       ) 2
 FB1872  NAD 27      -  35 59 34.90940(N)    083 54 07.37680(W) AD(       ) 2
 FB1872  NGVD 29 (??/??/92)  289.225  (m)          948.90   (f) ADJ UNCH    1 1
 FB1872
 FB1872.Superseded values are not recommended for survey control.
 FB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1872.See file dsdata.txt to determine how the superseded data were derived.
 FB1872
 FB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3839687080(NAD 83)
 FB1872_MARKER: DE = TRAVERSE STATION DISK
 FB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1872_STAMPING: CHERRY 1960
 FB1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1872+STABILITY: SURFACE MOTION
 FB1872
 FB1872  HISTORY     - Date     Condition        Report By
 FB1872  HISTORY     - 1960     MONUMENTED       CGS
 FB1872  HISTORY     - 1966     GOOD             CGS
 FB1872  HISTORY     - 1967     GOOD             CGS
 FB1872  HISTORY     - 1968     GOOD             CGS
 FB1872  HISTORY     - 1968     GOOD             NGS
 FB1872  HISTORY     - 1975     GOOD             NGS
 FB1872  HISTORY     - 1982     GOOD             LOCENG
 FB1872  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1872
 FB1872                          STATION DESCRIPTION
 FB1872
 FB1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB1872'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN KNOXVILLE, AND
 FB1872'ON THE EAST SIDE OF CHERRY STREET.
 FB1872'
 FB1872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB1872'MAGNOLIA AVENUE, GO EAST ON MAGNOLIA AVENUE FOR 1.9 MILES TO CHERRY
 FB1872'STREET ON THE LEFT, TURN LEFT, NORTH, FOR 0.65 MILE TO THE STATION ON
 FB1872'THE RIGHT.
 FB1872'
 FB1872'STATION MARK IS 46 FEET EAST OF THE CENTER OF CHERRY STREET AND 2.3
 FB1872'FEET NORTH OF A WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE DISK
 FB1872'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CHERRY 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE CENTER OF CHERRY STREET
 FB1872'AND 4 FEET SOUTH OF A POWER LINE GUY POLE. THE MARK IS A STANDARD
 FB1872'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CHERRY NO 1
 FB1872'1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 2 IS 64 FEET WEST OF THE CENTER OF CHERRY STREET
 FB1872'AND 30 FEET WEST OF A POWER LINE POLE. THE MARK IS A STANDARD DISK
 FB1872'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CHERRY NO 2 1960.
 FB1872'
 FB1872'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FB1872'
 FB1872'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 FB1872
 FB1872                          STATION RECOVERY (1966)
 FB1872
 FB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 FB1872'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FB1872'RECOVERED AND FOUND IN GOOD CONDITION. NO AZIMUTH MARK WAS EVER
 FB1872'ESTABLISHED FOR THIS STATION.
 FB1872'
 FB1872'THE STANDARD OIL COMPANY IS BUILDING A SERVICE STATION IN THE
 FB1872'VICINITY OF THE STATION AND THE PRESENT SITE OF THE MARK WILL BE
 FB1872'COVERED WITH ABOUT 8 INCHES OF SURFACE MATERIALS ON A DRIVE LEADING
 FB1872'TO THE REAR OF THE STATION. AN 8-INCH HIGH VALVE COVER OF CAST IRON
 FB1872'WITH A FLUSH LID WILL BE PLACED OVER THE STATION MARK AT THE TIME THE
 FB1872'SURFACING IS DONE AND THE STATION WILL IN NO WAY BE DISTURBED OR ITS
 FB1872'FUTURE USE IMPAIRED. TO MOVE THE STATION WOULD ONLY PLACE IT IN
 FB1872'DANGER OF BEING DESTROYED BY FUTURE IMPROVEMENTS IN THE IMMEDIATE
 FB1872'AREA, WHICH ARE NOW UNDER TENATIVE PLANNING.
 FB1872'
 FB1872'WHEN THE GRADING OPERATIONS ARE COMPLETED, A NEW AND COMPLETE
 FB1872'DESCRIPTION WILL BE WRITTEN FOR THE STATION AND ALL MARKS. THIS
 FB1872'SHOULD BE ACCOMPLISHED IN ABOUT FOUR MONTHS, ACCORDING TO MR. STOKES,
 FB1872'SUPERINTENDENT, ROEHL CONSTRUCTION COMPANY, KNOXVILLE, TENN.
 FB1872'
 FB1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN EAST KNOXVILLE
 FB1872
 FB1872                          STATION RECOVERY (1967)
 FB1872
 FB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 FB1872'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 FB1872'DESCRIPTION IN HORIZONTAL QUAD 350834, STATION 1032 IS ADEQUATE.
 FB1872
 FB1872                          STATION RECOVERY (1968)
 FB1872
 FB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FB1872'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FB1872'RECOVERED AND FOUND IN GOOD CONDITION. DUE TO THE CONSTRUCTION OF A
 FB1872'NEW SERVICE STATION AT THE SITE, THE MARK WAS IN DANGER OF BEING
 FB1872'DISTURBED AND COVERED BY GRADING OPERATIONS. DUE TO THE RAPID
 FB1872'EXPANSION OF THIS AREA FOR COMMERCIAL PROPERTIES, A SUITABLE
 FB1872'LOCATION FOR MOVING THE MARK COULD NOT BE FOUND. THEREFORE, THE
 FB1872'STATION MARK WAS PROTECTED BY SETTING A BARRICADE CONSTRUCTED OF
 FB1872'4-INCH I-BEAMS AROUND THE MARK FOR THE TIME REQUIRED TO READY
 FB1872'THE AREA FOR PAVING. THE BARRICADE WAS THEN REMOVED AND A CAST-IRON
 FB1872'WATER VALVE ACCESS CASING WITH COVER WAS PLACED OVER THE STATION MARK
 FB1872'AND BROUGHT FLUSH WITH THE FINISHED PAVED SURFACE.  DURING THIS
 FB1872'PERIOD, THE STATION MARK WAS IN NO WAY DISTURBED IN EITHER HORIZONTAL
 FB1872'OR VERTICAL POSITION. A REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE
 FB1872'THEN ESTABLISHED. HORIZONTAL DISTANCE MEASUREMENTS WERE CHECKED
 FB1872'BETWEEN THE STATION AND THE REFERENCE MARKS NO. 1 AND NO. 2 AND A
 FB1872'DISCREPANCY OF 0.10 OF A FOOT WAS NOTED IN THE DISTANCE TO REFERENCE
 FB1872'MARK NO. 1. THE THREE ORIGINAL MARKS AT THIS STATION WERE BENCH
 FB1872'MARKS AND THE ELEVATIONS WERE CHECKED BETWEEN THE MARKS. A
 FB1872'DISCREPANCY OF 0.011 OF A FOOT WAS NOTED IN THE ELEVATION OF
 FB1872'REFERENCE MARK NO. 2. THE STATION WAS THEN OCCUPIED AND THE
 FB1872'HORIZONTAL ANGLES OBSERVED FOR ALL MARKS. A DISCREPANCY OF 00 DEG 01
 FB1872'MIN 32.5 SEC WAS NOTED IN THE ANGLE BETWEEN REFERENCE MARK
 FB1872'NO. 1 AND REFERENCE MARK NO. 2. AN ELEVATION WAS TRANSFERRED TO THE
 FB1872'NEW REFERENCE MARK NO. 3 FROM BENCH MARK CHERRY 1960.
 FB1872'
 FB1872'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB1872'
 FB1872'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB1872'ABOUT 0.1 OF A MILE NORTHWEST OF THE INTERCHANGE FOR CHERRY STREET
 FB1872'AND INTERSTATE ROUTE 40, IN THE PAVED DRIVEWAY OF A CHEVRON SERVICE
 FB1872'CENTER ALONG THE EAST SIDE OF CHERRY STREET AND JUST SOUTH OF
 FB1872'THE T INTERSECTION MITCHELL STREET.
 FB1872'
 FB1872'TO REACH THE STATION FROM THE CHERRY STREET AND INTERSTATE ROUTE 40
 FB1872'INTERCHANGE, GO NORTHWESTERLY ON CHERRY STREET FOR 0.1 MILE TO THE
 FB1872'STATION ON THE RIGHT AS DESCRIBED.
 FB1872'
 FB1872'THE STATION IS 71 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE
 FB1872'SERVICE CENTER BUILDING, 46 FEET NORTHEAST OF THE APPROXIMATE
 FB1872'CENTER OF CHERRY STREET, 42.5 FEET EAST-SOUTHEAST OF A LAMP POST,
 FB1872'21.9 FEET SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE PLANTER AT THE
 FB1872'NORTHWEST EDGE OF THE PAVED DRIVE, AND 18.2 FEET NORTHWEST OF THE
 FB1872'WEST CORNER OF A CONCRETE PLANTER AT THE SOUTHEAST EDGE OF THE
 FB1872'PAVED DRIVE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FB1872'SQUARE, CONCRETE MONUMENT ABOUT 0.8 OF A FOOT BELOW THE SURFACE OF
 FB1872'THE PAVED DRIVE AND IS PROTECTED BY A CAST-IRON WATER VALVE ACCESS
 FB1872'CASING WITH A COVER THAT IS FLUSH WITH THE SURFACE OF THE PAVED
 FB1872'DRIVE, AND THE DISK IS STAMPED CHERRY 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 1 IS 55 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FB1872'OF THE T INTERSECTION OF CHERRY STREET AND MITCHELL STREET,
 FB1872'3.5 FEET SOUTHEAST OF A GUYED CROSS-GUY POLE AND 0.9 OF A FOOT
 FB1872'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FB1872'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FB1872'PROJECTS 2 INCHES AND THE DISK IS STAMPED CHERRY NO 1 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 2 IS ACROSS CHERRY STREET SOUTHWEST OF THE
 FB1872'STATION, 101 FEET SOUTH OF THE APPROXIMATE CENTER OF THE T
 FB1872'INTERSECTION OF CHERRY STREET AND MITCHELL STREET, 90 FEET
 FB1872'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF MITCHELL STREET,
 FB1872'64 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF CHERRY STREET, 29 FEET
 FB1872'SOUTHWEST OF A LARGE UTILITY POLE, AND 0.9 OF A FOOT NORTHEAST OF A
 FB1872'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FB1872'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FB1872'AND THE DISK IS STAMPED CHERRY NO 2 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 3 IS 71 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 FB1872'SERVICE CENTER BUILDING, 56 FEET NORTHWEST OF THE WEST END OF A
 FB1872'RIGHT-OF-WAY FENCE, 45 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FB1872'CHERRY STREET, AND 7 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE
 FB1872'METAL WATER METER HOUSING COVER. IT IS A STANDARD DISK CEMENTED IN A
 FB1872'DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE PLANTER AND THE DISK IS
 FB1872'STAMPED CHERRY 1960 NO 3 1968.
 FB1872'
 FB1872'DUE TO BOTH HEAVY TRAFFIC AND THE MANY DECORATIVE SHRUBS ON LINE, NO
 FB1872'EFFORT WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 FB1872'
 FB1872'THE AZIMUTH MARK IS SET IN THE SOUTHEAST END OF A LONG, CONCRETE
 FB1872'TRAFFIC ISLAND ALONG CHERRY STREET THAT CONTROLS CHANNELIZED
 FB1872'TRAFFIC FOR THE INTERSTATE ROUTE 40 INTERCHANGE, ABOUT 0.15 OF A MILE
 FB1872'SOUTHEAST OF THE STATION AND 0.05 OF A MILE SOUTHEAST OF THE OVERPASS
 FB1872'FOR THE INTERSTATE. IT IS 83 FEET SOUTH OF A METAL STREET LAMP POST,
 FB1872'54 FEET NORTHEAST OF A UTILITY AND LIGHT POLE, 20.5 FEET NORTHEAST OF
 FB1872'THE APPROXIMATE CENTER OF CHERRY STREET SOUTHBOUND TRAFFIC LANES, 17
 FB1872'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF CHERRY STREET
 FB1872'NORTHBOUND TRAFFIC LANES, 1.1 FEET NORTHWEST OF THE SOUTHEAST END OF
 FB1872'THE CONCRETE ISLAND, AND ABOUT EQUAL DISTANCE BETWEEN TWO DELINEATOR
 FB1872'MARKERS. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 FB1872'THE CONCRETE DIVIDER AND THE DISK IS STAMPED CHERRY 1968. NO NOTE.
 FB1872'
 FB1872'NOTE- KNOXVILLE, CITY VIEW BAPTIST CHURCH SPIRE IS THE SAME AS THE
 FB1872'UNIDENTIFIED CHURCH SPIRE IN THE 1960 LIST.
 FB1872'
 FB1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 FB1872'NORTHEAST OF KNOXVILLE.
 FB1872
 FB1872                          STATION RECOVERY (1968)
 FB1872
 FB1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1872'2 MI NE FROM KNOXVILLE.
 FB1872'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FB1872'IS AT THE CHERRY 1960 TRAVERSE STATION SITE ABOUT 0.1 OF A MILE
 FB1872'NORTHWEST OF THE CHERRY STREET AND INTERSTATE ROUTE 40 INTERCHANGE
 FB1872'IN NORTHEAST KNOXVILLE.  IT IS 110.36 FEET NORTHEAST OF REFERENCE
 FB1872'MARK NO. 2, 97.67 FEET SOUTH-SOUTHEAST OF REFERENCE MARK NO. 1,
 FB1872'79.30 FEET NORTHWEST OF REFERENCE MARK NO. 3, 71 FEET WEST-SOUTHWEST
 FB1872'OF THE WEST CORNER OF THE CHEVRON SERVICE CENTER BUILDING, 46 FEET
 FB1872'NORTHEAST OF THE APPROXIMATE CENTER OF CHERRY STREET, 42.5 FEET
 FB1872'EAST-SOUTHEAST OF A LAMP POST, 21.9 FEET SOUTHEAST OF THE SOUTH
 FB1872'CORNER OF A CONCRETE PLANTER AT THE NORTHWEST EDGE OF THE PAVED
 FB1872'SERVICE DRIVE, AND 18.2 FEET NORTHWEST OF THE WEST CORNER OF A
 FB1872'CONCRETE PLANTER AT THE SOUTHEAST EDGE OF THE PAVED SERVICE DRIVE.
 FB1872'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FB1872'CONCRETE MONUMENT ABOUT 0.8 OF A FOOT BELOW THE SURFACE OF THE
 FB1872'PAVED DRIVE AND IS PROTECTED BY A CAST-IRON WATER VALVE ACCESS
 FB1872'CASING, WITH A COVER THAT IS FLUSH WITH THE SURFACE OF THE
 FB1872'PAVEMENT AND THE DISK IS STAMPED CHERRY 1960.
 FB1872
 FB1872                          STATION RECOVERY (1975)
 FB1872
 FB1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FB1872'THE STATION MARK, REFERENCE MARKS 2 AND 3 ALONG WITH THE AZIMUTH MARK
 FB1872'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 FB1872'FOUND TO HAVE BEEN DESTROYED BY CONSTRUCTION.  THE DISTANCE AND
 FB1872'DIRECTION TO REFERENCE MARK 3 CHECKED.  THE LINE OF SIGHT TO THE
 FB1872'AZIMUTH MARK WAS OBSTRUCTED BY PARKED VEHICLES AND THE OTHER
 FB1872'AZIMUTH OBJECTS COULD NOT BE TAKEN DUE TO DENSE FOG.  REFERENCE
 FB1872'MARK 4 WAS SET IN ORDER TO HAVE 2 REFERENCE MARKS ON THE SAME
 FB1872'SIDE OF THE STREET AS THE STATION.  THE 1963 DISTANCE TO REFERENCE
 FB1872'MARK 2 WAS USED SINCE IT IS ALMOST IMPOSSIBLE TO MEASURE ACROSS
 FB1872'CHERRY STREET.  THE 1963 RECOVERY NOTE IS GOOD WITH THE DELETION
 FB1872'OF REFERENCE MARK 1 AND THE BELOW ADDED INFORMATION ON REFERENCE
 FB1872'MARK 4.
 FB1872'
 FB1872'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED CHERRY
 FB1872'1960 NO 4 1975, SET IN A DRILL HOLE IN THE TOP AND SOUTH END OF THE
 FB1872'CONCRETE (NORTH) CURBING OF NORTH DRIVEWAY TO SERVICE STATION, 48
 FB1872'FEET NORTHEAST OF THE CENTERLINE OF CHERRY STREET AND 22 FEET
 FB1872'NORTHWEST OF THE CENTERLINE OF THE NORTH DRIVEWAY.
 FB1872'
 FB1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 FB1872'NORTHEAST OF DOWNTOWN KNOXVILLE.
 FB1872'
 FB1872'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FB1872
 FB1872                          STATION RECOVERY (1982)
 FB1872
 FB1872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1872'RECOVERED IN GOOD CONDITION.
 FB1872
 FB1872                          STATION RECOVERY (2001)
 FB1872
 FB1872'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1872'STATION NOT FOUND.  RM 1 PREVIOUSLY NOT FOUND.  RM 2 NOT FOUND.  RM 3
 FB1872'NOT FOUND.  RM 4 NOT FOUND.  OWNER OF SERVICE STATION REMARKED THAT
 FB1872'MARK AND ITS RMS MAY HAVE BEEN DESTROYED WHEN CHERRY STREET WAS
 FB1872'WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1671 ***********************************************************************
 FC1671  DESIGNATION -  CHERRY
 FC1671  PID         -  FC1671
 FC1671  STATE/COUNTY-  TN/MONROE
 FC1671  USGS QUAD   -  PHILADELPHIA (1974)
 FC1671
 FC1671                         *CURRENT SURVEY CONTROL
 FC1671  ___________________________________________________________________
 FC1671* NAD 83(1995)-  35 38 48.15229(N)    084 28 51.26051(W)     ADJUSTED  
 FC1671* NAVD 88     -       297.0    (meters)     974.     (feet)  VERTCON   
 FC1671  ___________________________________________________________________
 FC1671  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FC1671  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC1671
 FC1671  HORZ ORDER  -  SECOND
 FC1671
 FC1671.The horizontal coordinates were established by classical geodetic methods
 FC1671.and adjusted by the National Geodetic Survey in April 1999..
 FC1671
 FC1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1671
 FC1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1671
 FC1671.The geoid height was determined by GEOID03.
 FC1671
 FC1671;                    North         East     Units Scale Factor Converg.
 FC1671;SPC TN       -   146,785.383   737,563.547   MT  0.99995372   +0 53 21.6
 FC1671;SPC TN       -   481,578.38  2,419,823.07   sFT  0.99995372   +0 53 21.6
 FC1671;UTM  16      - 3,947,687.521   728,072.070   MT  1.00024104   +1 28 07.4
 FC1671
 FC1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1671!SPC TN       -   0.99995817  x   0.99995372  =   0.99991189
 FC1671!UTM  16      -   0.99995817  x   1.00024104  =   1.00019920
 FC1671
 FC1671|---------------------------------------------------------------------|
 FC1671| PID    Reference Object                     Distance      Geod. Az  |
 FC1671|                                                           dddmmss.s |
 FC1671| CZ4753 CHERRY RM 1                          10.667 METERS 03010     |
 FC1671| FC0305 WATSON                              APPROX. 3.6 KM 1915642.8 |
 FC1671| CZ4754 CHERRY RM 2                          12.222 METERS 32624     |
 FC1671|---------------------------------------------------------------------|
 FC1671
 FC1671                          SUPERSEDED SURVEY CONTROL
 FC1671
 FC1671  NAD 83(1995)-  35 38 48.15815(N)    084 28 51.26062(W) AD(       ) 2
 FC1671  NAD 83(1986)-  35 38 48.16314(N)    084 28 51.25890(W) AD(       ) 2
 FC1671  NAD 27      -  35 38 47.89460(N)    084 28 51.51360(W) AD(       ) 2
 FC1671  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 FC1671
 FC1671.Superseded values are not recommended for survey control.
 FC1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1671.See file dsdata.txt to determine how the superseded data were derived.
 FC1671
 FC1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2807247688(NAD 83)
 FC1671_MARKER: DE = TRAVERSE STATION DISK
 FC1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1671
 FC1671  HISTORY     - Date     Condition        Report By
 FC1671  HISTORY     - 1961     MONUMENTED       CGS
 FC1671
 FC1671                          STATION DESCRIPTION
 FC1671
 FC1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1671'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF SWEETWATER, ABOUT 3
 FC1671'MILES EAST OF LUTTERELL, ABOUT 1/2 MILE EAST OF THE FORK OF CHERRY
 FC1671'CREEK AND POND CREEK AND ON THE SOUTH SIDE OF A COUNTY ROAD
 FC1671'RIGHT-OF-WAY.
 FC1671'
 FC1671'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO NORTH ON
 FC1671'U.S. HIGHWAY 11 FOR 0.5 MILE TO A SIDE STREET ON THE LEFT, OAKLAND
 FC1671'DRIVE, TURN LEFT ON OAKLAND DRIVE AND GO 0.6 MILE TO A SIDE STREET ON
 FC1671'THE RIGHT, THOMPSON ROAD, TURN RIGHT ON THOMPSON ROAD AND GO
 FC1671'0.65 MILE TO A FORK, KEEP LEFT FORK AND GO 2.4 MILES TO A T ROAD
 FC1671'(OILED ROAD TURNS RIGHT), TURN LEFT ON A GRAVELED ROAD AND GO 0.25
 FC1671'MILE TO THE STATION ON THE LEFT.
 FC1671'
 FC1671'THE STATION IS 55 FEET SOUTHEAST OF A TRIANGLE BLAZED CEDAR TREE, 15
 FC1671'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 13 FEET EAST OF THE
 FC1671'ENTRANCE TO A FIELD.  IT IS A STANDARD TRAVERSE DISK, FLUSH, AND IS
 FC1671'STAMPED CHERRY 1961.
 FC1671'
 FC1671'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF A GRAVELED
 FC1671'ROAD, 2.0 FEET WEST OF A WITNESS POST AND IS SET IN AN EAST-WEST
 FC1671'FENCE LINE.  IT IS A STANDARD DISK, PROJECTING 3 INCHES, AND IS
 FC1671'STAMPED CHERRY NO 1 1961.
 FC1671'
 FC1671'REFERENCE MARK NO. 2 IS 23 FEET EAST OF A TRIANGLE BLAZED CEDAR TREE,
 FC1671'15 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND IS SET IN AN
 FC1671'EAST-WEST FENCE LINE.  IT IS A STANDARD DISK, PROJECTING 3 INCHES,
 FC1671'AND IS STAMPED CHERRY NO 2 1961.
 FC1671'
 FC1671'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 40.0 FEET.
 FC1671'
 FC1671'TRAVERSE STATION WATSON WILL SERVE AS THE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2645 ***********************************************************************
 FE2645  DESIGNATION -  CHERRY RESET
 FE2645  PID         -  FE2645
 FE2645  STATE/COUNTY-  TN/LAUDERDALE
 FE2645  USGS QUAD   -  FORT PILLOW (1972)
 FE2645
 FE2645                         *CURRENT SURVEY CONTROL
 FE2645  ___________________________________________________________________
 FE2645* NAD 83(1995)-  35 41 30.14371(N)    089 43 03.79631(W)     ADJUSTED  
 FE2645* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 FE2645  ___________________________________________________________________
 FE2645  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FE2645  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2645
 FE2645  HORZ ORDER  -  FIRST
 FE2645
 FE2645.The horizontal coordinates were established by classical geodetic methods
 FE2645.and adjusted by the National Geodetic Survey in April 1999..
 FE2645
 FE2645.The orthometric height was scaled from a topographic map.
 FE2645
 FE2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2645
 FE2645.The geoid height was determined by GEOID03.
 FE2645
 FE2645;                    North         East     Units Scale Factor Converg.
 FE2645;SPC TN       -   157,100.434   263,594.001   MT  0.99995147   -2 10 35.4
 FE2645;SPC TN       -   515,420.34    864,807.98   sFT  0.99995147   -2 10 35.4
 FE2645;SPC AR N     -   153,094.188   606,545.239   MT  0.99993769   +1 19 41.0
 FE2645;SPC AR N     -   502,276.52  1,989,973.84   sFT  0.99993769   +1 19 41.0
 FE2645;UTM  16      - 3,953,159.348   254,078.769   MT  1.00034531   -1 35 11.0
 FE2645
 FE2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2645!SPC TN       -   0.99998829  x   0.99995147  =   0.99993976
 FE2645!SPC AR N     -   0.99998829  x   0.99993769  =   0.99992598
 FE2645!UTM  16      -   0.99998829  x   1.00034531  =   1.00033360
 FE2645
 FE2645|---------------------------------------------------------------------|
 FE2645| PID    Reference Object                     Distance      Geod. Az  |
 FE2645|                                                           dddmmss.s |
 FE2645| CG3758 CHERRY RM 1                          57.449 METERS 00951     |
 FE2645| CG3759 CHERRY RM 2                          51.523 METERS 04129     |
 FE2645| FE2632 RIPLEY MUNICIPAL TANK               APPROX.18.1 KM 0704650.7 |
 FE2645| FE2633 RIPLEY RAD STA WTRB MAST            APPROX.16.4 KM 0751116.6 |
 FE2645| CG3760 CHERRY RM 3                          25.816 METERS 07819     |
 FE2645| FE2629 HENNING MUNICIPAL TANK              APPROX.13.1 KM 0981153.4 |
 FE2645| CG3757 CHERRY AZ MK                                       1735653.6 |
 FE2645| CG3761 CHERRY RM 4                          26.869 METERS 18949     |
 FE2645| FE2646 FORT PILLOW STATE FARM TANK         APPROX. 3.9 KM 2135151.2 |
 FE2645|---------------------------------------------------------------------|
 FE2645
 FE2645                          SUPERSEDED SURVEY CONTROL
 FE2645
 FE2645  NAD 83(1995)-  35 41 30.15248(N)    089 43 03.79759(W) AD(       ) 1
 FE2645  NAD 83(1986)-  35 41 30.15540(N)    089 43 03.79720(W) AD(       ) 1
 FE2645  NAD 27      -  35 41 29.87170(N)    089 43 03.51110(W) AD(       ) 1
 FE2645
 FE2645.Superseded values are not recommended for survey control.
 FE2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2645.See file dsdata.txt to determine how the superseded data were derived.
 FE2645
 FE2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5407953159(NAD 83)
 FE2645_MARKER: DS = TRIANGULATION STATION DISK
 FE2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2645
 FE2645  HISTORY     - Date     Condition        Report By
 FE2645  HISTORY     - 1958     MONUMENTED       CGS
 FE2645  HISTORY     - 19710122 MARK NOT FOUND   USGS
 FE2645
 FE2645                          STATION DESCRIPTION
 FE2645
 FE2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2645'THE STATION WAS RECOVERED BUT SURFACE STATION MARK WAS BROKEN AND A
 FE2645'NEW MARK WAS SET USING THE UNDERGROUND MARK.  TWO NEW REFERENCE
 FE2645'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE HOUSE
 FE2645'AND THE OLD BLUFF ROAD MENTIONED IN THE 1929 DESCRIPTION ARE GONE
 FE2645'AND A COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 FE2645'
 FE2645'THE STATION IS ABOUT 10 MILES NORTH OF COVINGTON, ABOUT 8 MILES WEST
 FE2645'OF HENNING AND ON PROPERTY OWNED BY MRS. E.M.  BLACKWELL.  IT IS
 FE2645'91 FEET WEST OF AN OLD WELL, 17 FEET EAST OF A WHITE WITNESS POST AND
 FE2645'ON THE WEST EDGE OF A SMALL KNOLL.  THE MONUMENT IS FLUSH AND
 FE2645'THE DISK IS STAMPED CHERRY 1929 1958.
 FE2645'
 FE2645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2645'HIGHWAY 87 IN HENNING, GO WEST ON HIGHWAY 87 FOR 3.45 MILES TO
 FE2645'THE JUNCTION OF HIGHWAY 87 AND 87 ALTERNATE.  TURN LEFT AND GO
 FE2645'SOUTHWEST AND WEST ON 87 ALTERNATE FOR 4.8 MILES TO A T
 FE2645'INTERSECTION.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.5
 FE2645'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE DIRT SIDE
 FE2645'ROAD FOR 0.15 MILE TO A FARM ROAD TO THE RIGHT.  TURN RIGHT AND GO
 FE2645'NORTH ON THE FARM ROAD FOR 0.05 MILE TO A FRAME HOUSE ON THE LEFT
 FE2645'AND A BARN ON THE RIGHT.  CONTINUE NORTH ON THE FARM ROAD FOR 0.15
 FE2645'MILE TO AN OLD FRAME HOUSE ON THE LEFT AND A GATE STRAIGHT AHEAD.
 FE2645'PASS THROUGH THE GATE AND TURN LEFT AND GO WEST ON A ROUGH FIELD
 FE2645'ROAD FOR 0.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FE2645'CONTINUE WEST ON THE ROAD FOR 0.1 TO A SMALL LAKE ON THE RIGHT.
 FE2645'TURN RIGHT AFTER PASSING THE LAKE AND GO NORTH ON A DIM ROAD AND GO
 FE2645'NORTH FOR 0.25 MILE TO A GAP IN THE FENCE.  TURN RIGHT THROUGH
 FE2645'THE GAP AND GO EAST AND NORTH FOR 0.05 MILE TO THE TOP OF A SMALL
 FE2645'KNOLL AND THE STATION AS DESCRIBED.
 FE2645'
 FE2645'REFERENCE MARK 3 IS 7 FEET NORTHEAST OF THE OLD WELL AND ON THE EAST
 FE2645'EDGE OF THE KNOLL.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2645'STAMPED CHERRY NO 3 1929 1958.
 FE2645'
 FE2645'REFERENCE MARK 4 IS 90 FEET SOUTHEAST OF THE WHITE WITNESS POST AND
 FE2645'57 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.  THE
 FE2645'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CHERRY NO 4 1929
 FE2645'1958.
 FE2645'
 FE2645'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD,
 FE2645'4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 FE2645'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHERRY 1929
 FE2645'1958.
 FE2645'
 FE2645'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2645
 FE2645                          STATION RECOVERY (1971)
 FE2645
 FE2645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RSP)
 FE2645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1873 ***********************************************************************
 FB1873  DESIGNATION -  CHERRY RM 2
 FB1873  PID         -  FB1873
 FB1873  STATE/COUNTY-  TN/KNOX
 FB1873  USGS QUAD   -  KNOXVILLE (1978)
 FB1873
 FB1873                         *CURRENT SURVEY CONTROL
 FB1873  ___________________________________________________________________
 FB1873* NAD 83(1986)-  35 59 35.     (N)    083 54 07.     (W)     SCALED    
 FB1873* NAVD 88     -       289.641  (meters)     950.26   (feet)  ADJUSTED  
 FB1873  ___________________________________________________________________
 FB1873  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1873  DYNAMIC HT  -         289.374 (meters)     949.39  (feet)  COMP
 FB1873  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FB1873
 FB1873  VERT ORDER  -  FIRST     CLASS I
 FB1873
 FB1873.The horizontal coordinates were scaled from a topographic map and have
 FB1873.an estimated accuracy of +/- 6 seconds.
 FB1873
 FB1873.The orthometric height was determined by differential leveling
 FB1873.and adjusted by the National Geodetic Survey in June 1991..
 FB1873.WARNING-Repeat measurements at this control monument indicate possible
 FB1873.vertical movement.
 FB1873
 FB1873.The geoid height was determined by GEOID03.
 FB1873
 FB1873.The dynamic height is computed by dividing the NAVD 88
 FB1873.geopotential number by the normal gravity value computed on the
 FB1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1873.degrees latitude (g = 980.6199 gals.).
 FB1873
 FB1873.The modeled gravity was interpolated from observed gravity values.
 FB1873
 FB1873;                    North         East    Units  Estimated Accuracy
 FB1873;SPC TN       -   186,170.      789,160.      MT  (+/- 180 meters Scaled)
 FB1873
 FB1873                          SUPERSEDED SURVEY CONTROL
 FB1873
 FB1873  NGVD 29 (??/??/92)  289.774  (m)          950.70   (f) ADJ UNCH    1 1
 FB1873
 FB1873.Superseded values are not recommended for survey control.
 FB1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1873.See file dsdata.txt to determine how the superseded data were derived.
 FB1873
 FB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383870(NAD 83)
 FB1873_MARKER: DR = REFERENCE MARK DISK
 FB1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1873_STAMPING: CHERRY NO 2 1960
 FB1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1873+STABILITY: SURFACE MOTION
 FB1873
 FB1873  HISTORY     - Date     Condition        Report By
 FB1873  HISTORY     - 1960     MONUMENTED       CGS
 FB1873  HISTORY     - 1968     GOOD             NGS
 FB1873  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1873
 FB1873                          STATION DESCRIPTION
 FB1873
 FB1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1873'2 MI NE FROM KNOXVILLE.
 FB1873'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FB1873'IS AT THE CHERRY 1960 TRAVERSE STATION SITE, 110.36 FEET
 FB1873'SOUTHWEST OF THE STATION MARK, 101 FEET SOUTH OF THE APPROXIMATE
 FB1873'CENTER OF THE T INTERSECTION OF CHERRY STREET AND MITCHELL STREET,
 FB1873'90 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF MITCHELL
 FB1873'STREET, 64 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF CHERRY
 FB1873'STREET, 29 FEET SOUTHWEST OF A LARGE UTILITY POLE, AND 0.9 OF A
 FB1873'FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FB1873'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FB1873'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHERRY
 FB1873'NO 2 1960.
 FB1873
 FB1873                          STATION RECOVERY (1982)
 FB1873
 FB1873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1874 ***********************************************************************
 FB1874  DESIGNATION -  CHERRY RM 3
 FB1874  PID         -  FB1874
 FB1874  STATE/COUNTY-  TN/KNOX
 FB1874  USGS QUAD   -  KNOXVILLE (1978)
 FB1874
 FB1874                         *CURRENT SURVEY CONTROL
 FB1874  ___________________________________________________________________
 FB1874* NAD 83(1986)-  35 59 35.     (N)    083 54 07.     (W)     SCALED    
 FB1874* NAVD 88     -       289.09   (+/-2cm)     948.5    (feet)  VERTCON   
 FB1874  ___________________________________________________________________
 FB1874  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1874
 FB1874  VERT ORDER  -  THIRD (See Below)
 FB1874
 FB1874.The horizontal coordinates were scaled from a topographic map and have
 FB1874.an estimated accuracy of +/- 6 seconds.
 FB1874
 FB1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1874.The vertical order pertains to the NGVD 29 superseded value.
 FB1874
 FB1874.The geoid height was determined by GEOID03.
 FB1874
 FB1874;                    North         East    Units  Estimated Accuracy
 FB1874;SPC TN       -   186,170.      789,160.      MT  (+/- 180 meters Scaled)
 FB1874
 FB1874                          SUPERSEDED SURVEY CONTROL
 FB1874
 FB1874  NGVD 29 (??/??/??)  289.22   (m)          948.9    (f) RESET       3  
 FB1874
 FB1874.Superseded values are not recommended for survey control.
 FB1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1874.See file dsdata.txt to determine how the superseded data were derived.
 FB1874
 FB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383870(NAD 83)
 FB1874_MARKER: DR = REFERENCE MARK DISK
 FB1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1874_SP_SET: CONCRETE PLANTER
 FB1874_STAMPING: CHERRY 1960 NO 3 1968
 FB1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1874
 FB1874  HISTORY     - Date     Condition        Report By
 FB1874  HISTORY     - 1968     MONUMENTED       CGS
 FB1874  HISTORY     - 1982     GOOD             LOCENG
 FB1874  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1874
 FB1874                          STATION DESCRIPTION
 FB1874
 FB1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1874'2 MI NE FROM KNOXVILLE.
 FB1874'THIS MARK IS LOCATED AT THE CHERRY 1960 TRAVERSE STATION SITE,
 FB1874'AND THE ELEVATION FOR THIS MARK WAS TRANSFERRED FROM BENCH MARK
 FB1874'CHERRY 1960.  IT IS 79.30 FEET SOUTHEAST OF THE STATION MARK,
 FB1874'71 FEET SOUTHWEST OF THE SOUTH CORNER OF A CHEVRON SERVICE CENTER
 FB1874'BUILDING, 56 FEET NORTHWEST OF THE WEST END OF A RIGHT-OF-WAY
 FB1874'FENCE, 45 FEET NORTHEAST OF THE APPROXIMATE CENTER OF CHERRY
 FB1874'STREET, AND 7 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE METAL
 FB1874'WATER METER HOUSING COVER.  IT IS A STANDARD REFERENCE MARK DISK
 FB1874'CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE PLANTER
 FB1874'AND THE DISK IS STAMPED CHERRY 1960 NO 3 1968.
 FB1874
 FB1874                          STATION RECOVERY (1982)
 FB1874
 FB1874'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1874'THE DISK HAS BEEN PAINTED BLACK ALONG WITH THE PLANTER/CURBING IN
 FB1874'WHICH IT IS SET.
 FB1874
 FB1874                          STATION RECOVERY (2001)
 FB1874
 FB1874'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2199 ***********************************************************************
 FB2199  DESIGNATION -  CHERRY RM 4
 FB2199  PID         -  FB2199
 FB2199  STATE/COUNTY-  TN/KNOX
 FB2199  USGS QUAD   -  KNOXVILLE (1978)
 FB2199
 FB2199                         *CURRENT SURVEY CONTROL
 FB2199  ___________________________________________________________________
 FB2199* NAD 83(1986)-  35 59 34.     (N)    083 54 07.     (W)     SCALED    
 FB2199* NAVD 88     -       289.47   (meters)     949.7    (feet)  RESET     
 FB2199  ___________________________________________________________________
 FB2199  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2199
 FB2199  VERT ORDER  -  THIRD
 FB2199
 FB2199.The horizontal coordinates were scaled from a topographic map and have
 FB2199.an estimated accuracy of +/- 6 seconds.
 FB2199
 FB2199.The orthometric height was computed from unverified reset data.
 FB2199.No vertical observational check was made to the station.
 FB2199
 FB2199.The geoid height was determined by GEOID03.
 FB2199
 FB2199;                    North         East    Units  Estimated Accuracy
 FB2199;SPC TN       -   186,140.      789,160.      MT  (+/- 180 meters Scaled)
 FB2199
 FB2199                          SUPERSEDED SURVEY CONTROL
 FB2199
 FB2199  NGVD 29 (10/12/01)  289.60   (m)          950.1    (f) RESET       3  
 FB2199
 FB2199.Superseded values are not recommended for survey control.
 FB2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2199.See file dsdata.txt to determine how the superseded data were derived.
 FB2199
 FB2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383870(NAD 83)
 FB2199_MARKER: DR = REFERENCE MARK DISK
 FB2199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB2199_SP_SET: CURB
 FB2199_STAMPING: CHERRY 1960 NO 4 1975
 FB2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2199
 FB2199  HISTORY     - Date     Condition        Report By
 FB2199  HISTORY     - 1975     MONUMENTED       NGS
 FB2199  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB2199
 FB2199                          STATION DESCRIPTION
 FB2199
 FB2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FB2199'2.0 MI NE FROM KNOXVILLE.
 FB2199'0.1 MILE NORTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FB2199'AND CHERRY STREET, IN THE TOP AND SOUTH END OF THE NORTH CONCRETE
 FB2199'CURBING OF THE NORTH DRIVEWAY TO A CHEVRON SERVICE STATION,48 FEET
 FB2199'NORTHEAST OF THE CENTERLINE OF CHERRY STREET AND 22 FEET NORTHWEST
 FB2199'OF THE CENTERLINE OF THE NORTH DRIVEWAY.
 FB2199
 FB2199                          STATION RECOVERY (2001)
 FB2199
 FB2199'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1834 ***********************************************************************
 FC1834  DESIGNATION -  CHESTNUT RESET
 FC1834  PID         -  FC1834
 FC1834  STATE/COUNTY-  TN/WHITE
 FC1834  USGS QUAD   -  DE ROSSETT (1984)
 FC1834
 FC1834                         *CURRENT SURVEY CONTROL
 FC1834  ___________________________________________________________________
 FC1834* NAD 83(1995)-  35 52 36.66056(N)    085 19 22.56652(W)     ADJUSTED  
 FC1834* NAVD 88     -       607.80   (+/-2cm)    1994.1    (feet)  VERTCON   
 FC1834  ___________________________________________________________________
 FC1834  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FC1834  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FC1834
 FC1834  HORZ ORDER  -  FIRST
 FC1834  VERT ORDER  -  THIRD ? (See Below)
 FC1834
 FC1834.The horizontal coordinates were established by classical geodetic methods
 FC1834.and adjusted by the National Geodetic Survey in April 1999..
 FC1834
 FC1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1834.The vertical order pertains to the NGVD 29 superseded value.
 FC1834
 FC1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1834
 FC1834.The geoid height was determined by GEOID03.
 FC1834
 FC1834;                    North         East     Units Scale Factor Converg.
 FC1834;SPC TN       -   171,463.161   661,137.810   MT  0.99994868   +0 23 47.0
 FC1834;SPC TN       -   562,542.05  2,169,082.96   sFT  0.99994868   +0 23 47.0
 FC1834;UTM  16      - 3,971,588.154   651,391.347   MT  0.99988242   +0 58 58.9
 FC1834
 FC1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1834!SPC TN       -   0.99990912  x   0.99994868  =   0.99985780
 FC1834!UTM  16      -   0.99990912  x   0.99988242  =   0.99979155
 FC1834
 FC1834|---------------------------------------------------------------------|
 FC1834| PID    Reference Object                     Distance      Geod. Az  |
 FC1834|                                                           dddmmss.s |
 FC1834| CG5081 CHESTNUT RM 1                        26.716 METERS 11212     |
 FC1834| CG5082 CHESTNUT RM 2                        23.150 METERS 20027     |
 FC1834| CG5080 CHESTNUT AZ MK                                     2064811.3 |
 FC1834|---------------------------------------------------------------------|
 FC1834
 FC1834                          SUPERSEDED SURVEY CONTROL
 FC1834
 FC1834  NAD 83(1995)-  35 52 36.66457(N)    085 19 22.56844(W) AD(       ) 1
 FC1834  NAD 83(1986)-  35 52 36.67203(N)    085 19 22.56777(W) AD(       ) 1
 FC1834  NAD 27      -  35 52 36.43000(N)    085 19 22.67700(W) AD(       ) 1
 FC1834  NGVD 29 (07/19/86)  607.86   (m)         1994.3    (f) LEVELING    3  
 FC1834
 FC1834.Superseded values are not recommended for survey control.
 FC1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1834.See file dsdata.txt to determine how the superseded data were derived.
 FC1834
 FC1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5139171588(NAD 83)
 FC1834_MARKER: DG = GRAVITY STATION DISK
 FC1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1834
 FC1834  HISTORY     - Date     Condition        Report By
 FC1834  HISTORY     - 1934     MONUMENTED       CGS
 FC1834  HISTORY     - 1934     GOOD             CGS
 FC1834  HISTORY     - 1935     GOOD             CGS
 FC1834  HISTORY     - 1958     GOOD             CGS
 FC1834
 FC1834                          STATION DESCRIPTION
 FC1834
 FC1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1834'STATION IS ABOUT 8-3/4 MILES ESE OF SPARTA, 2-1/4 MILES E OF
 FC1834'GREENTREE POST OFFICE, 4 MILES S BY W OF CLARKSTOWN, ON W END
 FC1834'OF RIDGE CALLED BIG CHESTNUT WHICH IS ON WESTERN EDGE OF THE
 FC1834'CUMBERLAND TABLELAND, ON BACKBONE OF RIDGE, 16.7 FEET N OF
 FC1834'10-INCH BLACK OAK, AND 19.5 FEET ENE OF TRIANGLE-BLAZED 8-INCH
 FC1834'CHESTNUT OAK. TO REACH FROM COURTHOUSE IN SPARTA, GO E
 FC1834'1 BLOCK ON STREET S OF COURTHOUSE, AT STONE HOUSE ON LEFT TURN RIGHT
 FC1834'DOWN HILL, FOLLOW MAIN ROAD THROUGH RAILROAD UNDERPASS 2.75
 FC1834'MILES TO FORK, TURN LEFT ON TO MAIN ROAD, GO 0.9 MILE TO FORK, TURN
 FC1834'LEFT, AND GO 1.75 MILES TO FORK TURN LEFT ONTO UPHILL ROAD,
 FC1834'GO 4.1 MILES TO GREENTREE POST OFFICE, KEEP STRAIGHT AHEAD
 FC1834'1.0 MILE TURN RIGHT, CROSS CREEK BRIDGE, FOLLOW MAIN ROAD UP HILL
 FC1834'1.65 MILES (OR 0.3 MILE AFTER PASSING CAMP OF ROCKY RIVER COAL
 FC1834'AND LUMBER COMPANY) TO ROAD FORK AND TRIANGULAR BLAZE, TURN LEFT,
 FC1834'GO 0.35 MILE TO TRIANGLE- BLAZED CHESTNUT ON RIGHT AND ROAD
 FC1834'FORKS (END OF TRUCK TRAVEL), TURN ON TO DIM RIGHT FORK AND FOLLOW
 FC1834'BLAZES ABOUT 1/4 MILE TO TOP OF HILL AND TRIANGLE-BLAZED OAK
 FC1834'ON LEFT, TURN LEFT AND FOLLOW BLAZES ABOUT 125 FEET TO STATION
 FC1834'SITE. SURFACE MARK IS DRILL HOLE AT INTERSECTION OF N-S AND E-W
 FC1834'GROOVES WITH LETTERS U.S.G.S. CUT IN TOP OF STONE POST, 1 FOOT
 FC1834'SQUARE AND 4 FEET LONG, WITH TOP PROJECTING 6 INCHES ABOVE GROUND.
 FC1834'UNDERGROUND MARK IS CENTER OF MOUTH OF LARGE INK JUG
 FC1834'FILLED WITH ASHES, ABOUT 3-1/2 FEET BELOW SURFACE OF GROUND.
 FC1834'
 FC1834'IN 1934 SURFACE MARK WAS RECOVERED IN GOOD CONDITION BUT UNDERGROUND
 FC1834'MARK WAS NOT LOCATED. CYLINDRICAL CONCRETE MARK WAS SET OVER
 FC1834'CENTER OF STONE POST, THUS REMARKING CENTER OF STATION. THREE
 FC1834'STANDARD REFERENCE DISKS WERE SET IN CONCRETE CYLINDERS.
 FC1834'NO.1 IS 8 FEET S OF 12-INCH CHESTNUT OAK AND 88.12 FEET ALONG
 FC1834'RIDGE FROM STATION. NO.2 IS 11 FEET
 FC1834'SW OF 14-INCH TWIN BLACK OAK AND 76.03 FEET ON DOWNWARD SLOPE FROM
 FC1834'STATION S 20 DEG 25 MIN W. AZIMUTH MARK IS AT LUMBER
 FC1834'CAMP, 7 FEET S OF CENTER LINE OF WOODS ROAD, 90 FEET S OF
 FC1834'BARN, AND ABOUT 0.5 MILE FROM STATION S 26 DEG 48 MIN W.
 FC1834
 FC1834                          STATION RECOVERY (1935)
 FC1834
 FC1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1834'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FC1834'CONDITON. THE STATION IS 2-1/4 MILES E OF GREENTREE POST
 FC1834'OFFICE, 4 MILES S BY W OF CLARKSTOWN, ON THE W END OF A RIDGE CALLED
 FC1834'LOCALLY BIG CHESTNUT. IT IS ON THE WESTERN EDGE OF THE
 FC1834'CUMBERLAND TABLELAND.
 FC1834'
 FC1834'THE STATION MARK IS ON THE BACKBONE OF THE RIDGE, 16.7 FEET N OF A
 FC1834'10-INCH BLACK OAK TREE, 19.5 FEET ENE OF AN 8-INCH CHESTNUT
 FC1834'OAK TREE, BOTH WITH TRIANGULAR BLAZES ON THEM.
 FC1834'
 FC1834'REFERENCE MARK NO.1 IS 8 FEET S OF A 12-INCH CHESTNUT OAK TREE, AND
 FC1834'87.65 FEET (INSTEAD OF 88.12 FEET) S 67 DEG 49 MIN E.
 FC1834'FROM THE STATION.
 FC1834'
 FC1834'REFERENCE MARK NO.2 IS 11 FEET SW OF A 14-INCH TWIN BLACK OAK TREE,
 FC1834'AND 75.95 FEET (INSTEAD OF 76.03 FEET) ON DOWN HILL SLOPE
 FC1834'FROM THE STATION, S 20 DEG 25 MIN W.
 FC1834'
 FC1834'AZIMUTH MARK IS NEAR LUMBER CAMP ON ROAD TO THE STATION, 7 FEET S OF
 FC1834'CENTER LINE OF WOODS ROAD LEADING UPHILL TO SW FROM THE SAID
 FC1834'CAMP, ABOUT 120 YARDS SSW OF CAMP BUILDINGS, 24 YARDS SW OF A DOUBLE
 FC1834'22-INCH POPLAR TREE, PROJECTS ABOUT 10 INCHES ABOVE THE
 FC1834'SURFACE, ABOUT 0.5 MILE, S 26 DEG 48 MIN W. FROM THE
 FC1834'STATION.
 FC1834'
 FC1834'TO REACH THE STATION FROM THE COURT HOUSE IN SPARTA, TENNESSEE, GO E
 FC1834'ON THE STREET ON THE S SIDE OF THE COURTHOUSE FOR 1 BLOCK TO
 FC1834'STONE HOUSE ON LEFT. TURN RIGHT DOWN HILL AND FOLLOW MAIN ROAD
 FC1834'THROUGH UNDERPASS FOR 2.75 MILES TO FORKS. TURN LEFT FOR 0.8
 FC1834'MILE TO FORKS. TURN LEFT FOR 1.75 MILES TO FORKS. TURN LEFT ON UPHILL
 FC1834'ROAD FOR 3.9 MILES TO GREENTREE POST OFFICE. KEEP STRAIGHT
 FC1834'AHEAD HERE FOR 1.0 MILE AND TURN RIGHT ACROSS CREEK BRIDGE. FOLLOW
 FC1834'MAIN ROUGH ROAD UP MOUNTAIN FOR 1.3 MILES (AZIMUTH ABOUT 120
 FC1834'YARDS TO RIGHT HERE), TO LUMBER CAMP BUILDINGS ON RIGHT.
 FC1834'CONTINUE FOR 0.2 MILE TO FORKS. TURN LEFT UP HILL FOR 0.2 MILE TO DIM
 FC1834'ROAD TO RIGHT UP HILL. TURN RIGHT FOR ABOUT 0.1 MILE TO FOOT
 FC1834'OF STEEP ASCENT AND END OF TRUCK TRAVEL. CONTINUE ON DIM ROAD FOR
 FC1834'ABOUT 250 FEET UP HILL TO STATION.
 FC1834'
 FC1834'NOTE-THE AZIMUTH MARK IS VISIBLE FROM THE GROUND WITH CONSIDERABLE
 FC1834'CLEARING.
 FC1834'
 FC1834'NOTE- A 74-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 FC1834
 FC1834                          STATION RECOVERY (1958)
 FC1834
 FC1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1834'THE STATION WAS RECOVERED AS DESCRIBED IN 1935. THE AZIMUTH MARK WAS
 FC1834'NOT RECOVERED. NO TRACE OF THE OLD LUMBER CAMP COULD BE
 FC1834'FOUND. THE GREENTREE POST OFFICE MENTIONED IN THE DIRECTIONS TO REACH
 FC1834'THE STATION IS GONE. A NEW DESCRIPTION FOLLOWS-
 FC1834'
 FC1834'THE STATION IS LOCATED ON A WOODED MOUNTAIN KNOWN AS BIG CHESTNUT
 FC1834'ABOUT 9 MILES SOUTHEAST OF SPARTA. IT IS ABOUT 20 FEET EAST,
 FC1834'NORTHEAST OF A CHESTNUT OAK TREE WITH A WHITE PAINTED BLAZE ON THE
 FC1834'EAST SIDE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FC1834'IS STAMPED CHESTNUT 1934.
 FC1834'
 FC1834'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FC1834'SQUARE IN SPARTA, GO EAST ONE BLOCK TO A PAVED ROAD RIGHT.
 FC1834'TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 2.75 MILES TO A FORK. TAKE
 FC1834'LEFT FORK AND GO 0.8 MILE TO A FORK. TAKE LEFT FORK 1.8
 FC1834'MILES TO A FORK. TURN LEFT AND GO 2.0 MILES TO A T INTERSECTION. TURN
 FC1834'RIGHT ON GRAVELED ROAD AND GO ABOUT 3 MILES TO A BRIDGE. TURN
 FC1834'RIGHT ACROSS BRIDGE AND GO ABOUT 0.3 MILE TO END OF TRUCK TRAVEL JUST
 FC1834'AFTER PASSING FARM HOUSE. FROM HERE PACK UP ROUGH LOGGING ROAD
 FC1834'FOR ABOUT 1 MILE TO A FORK JUST AFTER PASSING LARGE AREA
 FC1834'OF BEDROCK ON LEFT. TAKE LEFT FORK FOR ABOUT 0.2 MILE TO A FORK. TAKE
 FC1834'LEFT FORK UPHILL FOR ABOUT 0.2 MILE TO POINT WHERE ROAD
 FC1834'STARTS DOWNHILL. BEAR RIGHT FOLLOWING TOP OF RIDGE TO SUMMIT AND
 FC1834'STATION.
 FC1834'
 FC1834'REFERENCE MARK 1 IS 8 FEET SOUTH OF A CHESTNUT OAK TREE AND 87.65
 FC1834'FEET FROM THE STATION S 67 DEG 48 MIN E.
 FC1834'(1935 DISTANCE AND AZIMUTH). THE MARK PROJECTS ABOUT 4 INCHES AND THE
 FC1834'DISK IS STAMPED CHESTNUT NO 1 1934.
 FC1834'
 FC1834'REFERENCE MARK 2 IS 11 FEET SOUTHWEST OF A TWIN BLACK OAK TREE AND
 FC1834'75.95 FEET FROM THE STATIONS 20 DEG 27 MIN W.
 FC1834'(1935 DISTANCE AND AZIMUTH). THE MARK PROJECTS ABOUT 4 INCHES
 FC1834'AND THE DISK IS STAMPED CHESTNUT NO 2 1934.
 FC1834'
 FC1834'THE AZIMUTH MARK COULD PROBABLY BE RECOVERED IF A MORE THOROUGH
 FC1834'SEARCH WERE MADE. A LARGE AMOUNT OF CLEARING WOULD BE
 FC1834'REQUIRED TO SEE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1289 ***********************************************************************
 FE1289  DESIGNATION -  CHICK
 FE1289  PID         -  FE1289
 FE1289  STATE/COUNTY-  TN/FAYETTE
 FE1289  USGS QUAD   -  GALLAWAY (1981)
 FE1289
 FE1289                         *CURRENT SURVEY CONTROL
 FE1289  ___________________________________________________________________
 FE1289* NAD 83(1995)-  35 17 31.88159(N)    089 36 42.21661(W)     ADJUSTED  
 FE1289* NAVD 88     -        86.936  (meters)     285.22   (feet)  ADJUSTED  
 FE1289  ___________________________________________________________________
 FE1289  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE1289  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1289  DYNAMIC HT  -          86.858 (meters)     284.97  (feet)  COMP
 FE1289  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FE1289
 FE1289  HORZ ORDER  -  THIRD
 FE1289  VERT ORDER  -  SECOND    CLASS 0
 FE1289
 FE1289.The horizontal coordinates were established by classical geodetic methods
 FE1289.and adjusted by the National Geodetic Survey in April 1999..
 FE1289
 FE1289.The orthometric height was determined by differential leveling
 FE1289.and adjusted by the National Geodetic Survey in June 1991..
 FE1289
 FE1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1289
 FE1289.The geoid height was determined by GEOID03.
 FE1289
 FE1289.The dynamic height is computed by dividing the NAVD 88
 FE1289.geopotential number by the normal gravity value computed on the
 FE1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1289.degrees latitude (g = 980.6199 gals.).
 FE1289
 FE1289.The modeled gravity was interpolated from observed gravity values.
 FE1289
 FE1289;                    North         East     Units Scale Factor Converg.
 FE1289;SPC TN       -   112,446.593   271,545.312   MT  0.99999282   -2 06 52.0
 FE1289;SPC TN       -   368,918.53    890,894.91   sFT  0.99999282   -2 06 52.0
 FE1289;UTM  16      - 3,908,575.176   262,498.322   MT  1.00029520   -1 30 34.6
 FE1289
 FE1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1289!SPC TN       -   0.99999066  x   0.99999282  =   0.99998348
 FE1289!UTM  16      -   0.99999066  x   1.00029520  =   1.00028585
 FE1289
 FE1289|---------------------------------------------------------------------|
 FE1289| PID    Reference Object                     Distance      Geod. Az  |
 FE1289|                                                           dddmmss.s |
 FE1289| FE1290 CHICK RM 1                           39.868 METERS 02611     |
 FE1289| FE1286 CHICK AZ MK                         145.523 METERS 10255     |
 FE1289| FE1287 CHICK AZ MK RESET                                  1681412.9 |
 FE1289| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 4.3 KM 2635718.1 |
 FE1289| FE1285 CHICK RM 2                           23.695 METERS 30027     |
 FE1289|---------------------------------------------------------------------|
 FE1289
 FE1289                          SUPERSEDED SURVEY CONTROL
 FE1289
 FE1289  NAD 83(1995)-  35 17 31.88725(N)    089 36 42.21676(W) AD(       ) 3
 FE1289  NAD 83(1995)-  35 17 31.88742(N)    089 36 42.21690(W) AD(       ) 3
 FE1289  NAD 83(1986)-  35 17 31.89321(N)    089 36 42.21728(W) AD(       ) 3
 FE1289  NAD 27      -  35 17 31.58310(N)    089 36 41.93400(W) AD(       ) 3
 FE1289  NGVD 29 (??/??/??)   86.925  (m)          285.19   (f) ADJUSTED    2 0
 FE1289
 FE1289.Superseded values are not recommended for survey control.
 FE1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1289.See file dsdata.txt to determine how the superseded data were derived.
 FE1289
 FE1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6249808575(NAD 83)
 FE1289_MARKER: DS = TRIANGULATION STATION DISK
 FE1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1289_STAMPING: CHICK 1958
 FE1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1289+STABILITY: SURFACE MOTION
 FE1289
 FE1289  HISTORY     - Date     Condition        Report By
 FE1289  HISTORY     - 1958     MONUMENTED       CGS
 FE1289  HISTORY     - 1958     GOOD             CGS
 FE1289  HISTORY     - 1961     GOOD             TNHD
 FE1289  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1289
 FE1289                          STATION DESCRIPTION
 FE1289
 FE1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1289'THE STATION IS LOCATED 3 MILES AIRLINE EAST OF ARLINGTON AND 2-1/2 MI
 FE1289'AIRLINE SOUTH OF GALLAWAY ON THE PROPERTY OF MR.  C.R. AND W.S.
 FE1289'WILSON. IT IS 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FE1289'19 FEET SOUTHEAST OF A TILE WELL AND 9 FEET SOUTHWEST OF THE
 FE1289'SOUTHEAST CORNER OF A SMALL CHICKEN PEN. THE MARK IS SET FLUSH WITH
 FE1289'THE SURFACE OF THE GROUND AND IS STAMPED CHICK 1958.
 FE1289'
 FE1289'REFERENCE MARK NO. 1 IS 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE1289'A HOUSE, 56 FEET SOUTH OF THE CENTER OF AN OILED ROAD AND 2 FEET
 FE1289'SOUTH OF A POWER LINE POLE. THE MARK IS SET FLUSH WITH THE SURFACE OF
 FE1289'THE GROUND AND IS STAMPED CHICK NO 1 1958.
 FE1289'
 FE1289'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE NORTHWEST CORNER OF A
 FE1289'GARDEN FENCE AND 17 FEET WEST OF THE SOUTHWEST CORNER OF A
 FE1289'HOUSE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1289'STAMPED CHICK NO 2 1958.
 FE1289'
 FE1289'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF AN OILED ROAD,
 FE1289'4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET SOUTHWEST OF
 FE1289'A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1289'STAMPED CHICK 1958.
 FE1289'
 FE1289'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO EASTERLY ON
 FE1289'FOREST STREET FOR 2.3 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 FE1289'AHEAD ON THE OILED ROAD AND GO 0.5 MILE TO A DRIVEWAY ON THE RIGHT.*
 FE1289'TURN RIGHT, SOUTH PASSING ON THE EAST SIDE OF MR. WILSONS HOUSE AND
 FE1289'GO 0.05 MILE TO THE STATION AS DESCRIBED.
 FE1289'
 FE1289'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE ABOVE
 FE1289'DESCRIPTION CONTINUE STRAIGHT AHEAD ON THE OILED ROAD AND GO 0.1
 FE1289'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1289'
 FE1289'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1289
 FE1289                          STATION RECOVERY (1958)
 FE1289
 FE1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1289'2.4 MI S FROM GALLAWAY.
 FE1289'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1289'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG PAVED
 FE1289'ROAD, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FE1289'19 FEET SOUTHEAST OF A TILE WELL, 9 FEET SOUTHWEST OF THE
 FE1289'SOUTHEAST CORNER OF A SMALL CHICKEN PEN, A C AND GS TRIANGULATION
 FE1289'STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1289'GROUND.
 FE1289
 FE1289                          STATION RECOVERY (1961)
 FE1289
 FE1289'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1289'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE1289'EXCELLENT CONDITION. THE ORIGINAL TO REACH FOR THE STATION, AND
 FE1289'DESCRIPTION OF THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK
 FE1289'NO. 2 IS COMPLETELY ADEQUATE.  THE HORIZONTAL DISTANCES WERE
 FE1289'MEASURED BETWEEN THE REFERENCE MARKS AND THE STATION AND WERE FOUND
 FE1289'TO CHECK THE 1958 MEASUREMENTS. THE ORIGINAL AZIMUTH MARK
 FE1289'CHICK 1958 WAS RECOVERED AND FOUND IN EXCELLENT CONDITION, BUT DUE TO
 FE1289'A WIDENED RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE MARK WOULD BE
 FE1289'DESTROYED BY CONSTRUCTION.
 FE1289'
 FE1289'A NEW AZIMUTH MARK CHICK 1958 RESET 1961, WAS ESTABLISHED BY THE
 FE1289'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE. SEE DESCRIPTION
 FE1289'FOR THE NEW AZIMUTH MARK BELOW.
 FE1289'
 FE1289'THE NEW AZIMUTH MARK CHICK 1958 RESET 1961, COULD NOT BE ESTABLISHED
 FE1289'ON A LINE THROUGH THE STATION AND THE OLD AZIMUTH MARK. THEREFORE,
 FE1289'THE VERTICES OF THE TRIANGLE CHICK 1958, CHICK AZIMUTH MARK 1958, AND
 FE1289'CHICK AZIMUTH MARK RESET 1961 WERE OCCUPIED.
 FE1289'
 FE1289'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, AND VERTICAL CONTROL
 FE1289'TRANSFERRED TO THE NEW MARK, THE OLD AZIMUTH MARK CHICK 1958 WAS
 FE1289'DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST AND
 FE1289'GEODETIC SURVEY OFFICE.
 FE1289'
 FE1289'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK-
 FE1289'
 FE1289'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHICK 1958 RESET 1961,
 FE1289'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS
 FE1289'58 FEET EAST OF THE SOUTHEAST CORNER OF A BLOCK PUMP HOUSE, 16 FEET
 FE1289'WEST OF THE CENTER OF A GRADED ROAD, 3 FEET SOUTH OF A T -FENCE
 FE1289'CORNER POST, AND IN THE NORTHWEST CORNER OF A GARDEN PLOT.
 FE1289'
 FE1289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON AN OILED ROAD
 FE1289'FOR 0.05 MILE TO A T-ROAD ON THE RIGHT, TURN RIGHT, SOUTH, AND GO
 FE1289'0.25 MILE ON A GRADED ROAD TO A WINDMILL ON THE LEFT AND THE MARK IN
 FE1289'THE NORTHEAST CORNER OF A GARDEN PLOT AS DESCRIBED.
 FE1289
 FE1289                          STATION RECOVERY (2002)
 FE1289
 FE1289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1289'ALL REFERENCES GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2273 ***********************************************************************
 FE2273  DESIGNATION -  CHICK
 FE2273  PID         -  FE2273
 FE2273  STATE/COUNTY-  TN/HARDEMAN
 FE2273  USGS QUAD   -  MIDDLETON (1980)
 FE2273
 FE2273                         *CURRENT SURVEY CONTROL
 FE2273  ___________________________________________________________________
 FE2273* NAD 83(1995)-  35 01 07.47176(N)    088 55 24.09986(W)     ADJUSTED  
 FE2273* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 FE2273  ___________________________________________________________________
 FE2273  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2273  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2273
 FE2273  HORZ ORDER  -  SECOND
 FE2273
 FE2273.The horizontal coordinates were established by classical geodetic methods
 FE2273.and adjusted by the National Geodetic Survey in April 1999..
 FE2273
 FE2273.The orthometric height was scaled from a topographic map.
 FE2273
 FE2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2273
 FE2273.The geoid height was determined by GEOID03.
 FE2273
 FE2273;                    North         East     Units Scale Factor Converg.
 FE2273;SPC TN       -    80,032.234   333,219.224   MT  1.00004886   -1 42 41.2
 FE2273;SPC TN       -   262,572.42  1,093,236.74   sFT  1.00004886   -1 42 41.2
 FE2273;SPC MS E     -   611,955.999   291,783.817   MT  0.99995083   -0 03 06.0
 FE2273;SPC MS E     - 2,007,725.64    957,294.07   sFT  0.99995083   -0 03 06.0
 FE2273;UTM  16      - 3,876,812.056   324,518.801   MT  0.99997953   -1 06 14.4
 FE2273
 FE2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2273!SPC TN       -   0.99997375  x   1.00004886  =   1.00002261
 FE2273!SPC MS E     -   0.99997375  x   0.99995083  =   0.99992458
 FE2273!UTM  16      -   0.99997375  x   0.99997953  =   0.99995328
 FE2273
 FE2273|---------------------------------------------------------------------|
 FE2273| PID    Reference Object                     Distance      Geod. Az  |
 FE2273|                                                           dddmmss.s |
 FE2273| CG3766 CHICK RM 1                            7.468 METERS 18011     |
 FE2273| CG3765 CHICK AZ MK                                        1952101.4 |
 FE2273| CG3767 CHICK RM 2                            6.166 METERS 32206     |
 FE2273| FE2274 MIDDLETON FIRE TOWER                  2.150 METERS 32528     |
 FE2273|---------------------------------------------------------------------|
 FE2273
 FE2273                          SUPERSEDED SURVEY CONTROL
 FE2273
 FE2273  NAD 83(1995)-  35 01 07.47176(N)    088 55 24.09986(W) AD(       ) 2
 FE2273  NAD 83(1995)-  35 01 07.48258(N)    088 55 24.09815(W) AD(       ) 2
 FE2273  NAD 83(1995)-  35 01 07.48332(N)    088 55 24.09909(W) AD(       ) 2
 FE2273  NAD 83(1986)-  35 01 07.48391(N)    088 55 24.09829(W) AD(       ) 2
 FE2273  NAD 27      -  35 01 07.16150(N)    088 55 23.88479(W) AD(       ) 2
 FE2273
 FE2273.Superseded values are not recommended for survey control.
 FE2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2273.See file dsdata.txt to determine how the superseded data were derived.
 FE2273
 FE2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2451976812(NAD 83)
 FE2273_MARKER: DS = TRIANGULATION STATION DISK
 FE2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2273
 FE2273  HISTORY     - Date     Condition        Report By
 FE2273  HISTORY     - 1967     MONUMENTED       CGS
 FE2273
 FE2273                          STATION DESCRIPTION
 FE2273
 FE2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 FE2273'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF WALNUT,
 FE2273'MISSISSIPPI, 4 MILES SOUTHWEST OF MIDDLETON AND ON HIGH RIDGE
 FE2273'UNDER THE MIDDLETON FIRE TOWER.
 FE2273'
 FE2273'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 57
 FE2273'IN MIDDLETON, GO WEST ON STATE HIGHWAY 57 FOR 1.9 MILES TO
 FE2273'CROSSROAD (NUBBIN RIDGE ROAD) AND SIGN ON LEFT FIRE TOWER, TURN LEFT
 FE2273'AND GO SOUTH ON A SURFACED ROAD 1.4 MILES TO MIDDLETON FIRE TOWER
 FE2273'AND STATION ON RIGHT AS DESCRIBED.
 FE2273'
 FE2273'STATION MARK, STAMPED CHICK 1967, IS SET IN TOP OF A CONCRETE
 FE2273'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  IT IS 35 FEET
 FE2273'WEST OF CENTER OF ROAD, 16 FEET SOUTHWEST OF THE NORTHEAST LEG OF
 FE2273'FIRE TOWER AND 6.5 FEET NORTHWEST OF THE SOUTHEAST LEG OF FIRE
 FE2273'TOWER.
 FE2273'
 FE2273'R.M. 1, STAMPED CHICK NO 1 1967, IS SET IN TOP OF A CONCRETE CYLINDER
 FE2273'WHICH IS SET FLUSH WITH GROUND.  IT IS 27 FEET WEST OF THE CENTER
 FE2273'OF ROAD, 25 FEET SOUTHEAST OF THE SOUTHWEST LEG OF FIRE TOWER AND
 FE2273'21.8 FEET SOUTH OF THE SOUTHEAST LEG OF THE FIRE TOWER.
 FE2273'
 FE2273'R. M. 2, STAMPED CHICK NO 2 1967, IS CEMENTED IN A DRILL HOLE IN TOP
 FE2273'OF CONCRETE FOUNDATION OF NORTHWEST LEG OF THE FIRE TOWER.
 FE2273'
 FE2273'AZIMUTH MARK, STAMPED CHICK 1967, IS SET IN TOP OF A CONCRETE
 FE2273'CYLINDER WHICH IS SET FLUSH.  IT IS 29 FEET EAST OF THE CENTER
 FE2273'OF DIRT ROAD, 17 FEET SOUTH OF THE SOUTH EDGE OF A DIRT PIT, 7 FEET
 FE2273'EAST OF AN 8 INCH TRIANGLE BLAZED OAK TREE AND 2.7 FEET NORTHEAST
 FE2273'OF A METAL WITNESS POST.
 FE2273'
 FE2273'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROAD 0.05
 FE2273'MILE TO FORK, KEEP LEFT STRAIGHT AHEAD AND GO 0.15 MILE TO MARK
 FE2273'ON LEFT AS DESCRIBED.
 FE2273'
 FE2273'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1286 ***********************************************************************
 FE1286  DESIGNATION -  CHICK AZ MK
 FE1286  PID         -  FE1286
 FE1286  STATE/COUNTY-  TN/FAYETTE
 FE1286  USGS QUAD   -  GALLAWAY (1981)
 FE1286
 FE1286                         *CURRENT SURVEY CONTROL
 FE1286  ___________________________________________________________________
 FE1286* NAD 83(1995)-  35 17 30.82537(N)    089 36 36.60324(W)     ADJUSTED  
 FE1286* NAVD 88     -        86.760  (meters)     284.65   (feet)  ADJUSTED  
 FE1286  ___________________________________________________________________
 FE1286  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE1286  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1286  DYNAMIC HT  -          86.682 (meters)     284.39  (feet)  COMP
 FE1286  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FE1286
 FE1286  HORZ ORDER  -  SECOND
 FE1286  VERT ORDER  -  SECOND    CLASS 0
 FE1286
 FE1286.The horizontal coordinates were established by classical geodetic methods
 FE1286.and adjusted by the National Geodetic Survey in April 1999..
 FE1286
 FE1286.The orthometric height was determined by differential leveling
 FE1286.and adjusted by the National Geodetic Survey in June 1991..
 FE1286
 FE1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1286
 FE1286.The geoid height was determined by GEOID03.
 FE1286
 FE1286.The dynamic height is computed by dividing the NAVD 88
 FE1286.geopotential number by the normal gravity value computed on the
 FE1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1286.degrees latitude (g = 980.6199 gals.).
 FE1286
 FE1286.The modeled gravity was interpolated from observed gravity values.
 FE1286
 FE1286;                    North         East     Units Scale Factor Converg.
 FE1286;SPC TN       -   112,408.833   271,685.849   MT  0.99999287   -2 06 48.7
 FE1286;SPC TN       -   368,794.65    891,355.99   sFT  0.99999287   -2 06 48.7
 FE1286;UTM  16      - 3,908,538.890   262,639.292   MT  1.00029438   -1 30 31.4
 FE1286
 FE1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1286!SPC TN       -   0.99999069  x   0.99999287  =   0.99998356
 FE1286!UTM  16      -   0.99999069  x   1.00029438  =   1.00028506
 FE1286
 FE1286:                Primary Azimuth Mark                     Grid Az
 FE1286:SPC TN       -  CHICK AZ MK RESET                        189 44 13.9
 FE1286:UTM  16      -  CHICK AZ MK RESET                        189 07 56.6
 FE1286
 FE1286|---------------------------------------------------------------------|
 FE1286| PID    Reference Object                     Distance      Geod. Az  |
 FE1286|                                                           dddmmss.s |
 FE1286| FE1287 CHICK AZ MK RESET                                  1873725.2 |
 FE1286| FE1289 CHICK                               145.523 METERS 28256     |
 FE1286|---------------------------------------------------------------------|
 FE1286
 FE1286                          SUPERSEDED SURVEY CONTROL
 FE1286
 FE1286  NAD 83(1995)-  35 17 30.83103(N)    089 36 36.60339(W) AD(       ) 2
 FE1286  NAD 83(1995)-  35 17 30.83119(N)    089 36 36.60353(W) AD(       ) 2
 FE1286  NAD 83(1986)-  35 17 30.83700(N)    089 36 36.60393(W) AD(       ) 2
 FE1286  NAD 27      -  35 17 30.52690(N)    089 36 36.32000(W) AD(       ) 2
 FE1286  NGVD 29 (??/??/??)   86.748  (m)          284.61   (f) ADJUSTED    2 0
 FE1286
 FE1286.Superseded values are not recommended for survey control.
 FE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1286.See file dsdata.txt to determine how the superseded data were derived.
 FE1286
 FE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6263908539(NAD 83)
 FE1286_MARKER: DZ = AZIMUTH MARK DISK
 FE1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1286_STAMPING: CHICK 1958
 FE1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1286+STABILITY: SURFACE MOTION
 FE1286
 FE1286  HISTORY     - Date     Condition        Report By
 FE1286  HISTORY     - 1958     MONUMENTED       CGS
 FE1286  HISTORY     - 1958     GOOD             CGS
 FE1286
 FE1286                          STATION DESCRIPTION
 FE1286
 FE1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1286'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO EASTERLY ON
 FE1286'FOREST STREET FOR 2.3 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 FE1286'AHEAD ON THE OILED ROAD AND GO 0.5 MILE TO A DRIVEWAY ON THE RIGHT,
 FE1286'CONTINUE STRAIGHT AHEAD ON THE OILED ROAD AND GO 0.1
 FE1286'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1286'
 FE1286'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF AN OILED ROAD,
 FE1286'4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET SOUTHWEST OF
 FE1286'A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1286'STAMPED CHICK 1958.
 FE1286
 FE1286                          STATION RECOVERY (1958)
 FE1286
 FE1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1286'2.5 MI SSE FROM GALLAWAY.
 FE1286'1.9 MILES SOUTH ON A PAVED ROAD, THENCE 0.6 MILE SOUTHEAST ON
 FE1286'A PAVED ROAD, 204 FT. SOUTHEAST OF THE CENTER OF A DIRT ROAD,
 FE1286'60 FT. NORTHEAST OF A TELEPHONE POLE, 30 FT. SOUTHWEST OF THE
 FE1286'CENTER OF A PAVED ROAD, 2 FT. SOUTHWEST OF A WITNESS POST, A
 FE1286'C AND GS AZIMUTH DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH
 FE1286'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1287 ***********************************************************************
 FE1287  DESIGNATION -  CHICK AZ MK RESET
 FE1287  PID         -  FE1287
 FE1287  STATE/COUNTY-  TN/FAYETTE
 FE1287  USGS QUAD   -  GALLAWAY (1981)
 FE1287
 FE1287                         *CURRENT SURVEY CONTROL
 FE1287  ___________________________________________________________________
 FE1287* NAD 83(1986)-  35 17 31.     (N)    089 36 41.     (W)     SCALED    
 FE1287* NAVD 88     -        92.99   (+/-2cm)     305.1    (feet)  VERTCON   
 FE1287  ___________________________________________________________________
 FE1287  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1287
 FE1287  VERT ORDER  -  THIRD (See Below)
 FE1287
 FE1287.The horizontal coordinates were scaled from a topographic map and have
 FE1287.an estimated accuracy of +/- 6 seconds.
 FE1287
 FE1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1287.The vertical order pertains to the NGVD 29 superseded value.
 FE1287
 FE1287.The geoid height was determined by GEOID03.
 FE1287
 FE1287;                    North         East    Units  Estimated Accuracy
 FE1287;SPC TN       -   112,420.      271,580.      MT  (+/- 180 meters Scaled)
 FE1287
 FE1287                          SUPERSEDED SURVEY CONTROL
 FE1287
 FE1287  NGVD 29 (??/??/??)   92.98   (m)          305.1    (f) RESET       3  
 FE1287
 FE1287.Superseded values are not recommended for survey control.
 FE1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1287.See file dsdata.txt to determine how the superseded data were derived.
 FE1287
 FE1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625085(NAD 83)
 FE1287_MARKER: DZ = AZIMUTH MARK DISK
 FE1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1287_STAMPING: CHICK 1958 RESET 1961
 FE1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1287+STABILITY: SURFACE MOTION
 FE1287
 FE1287  HISTORY     - Date     Condition        Report By
 FE1287  HISTORY     - 1961     MONUMENTED       TNHD
 FE1287
 FE1287                          STATION DESCRIPTION
 FE1287
 FE1287'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1287'1.9 MI S FROM GALLAWAY.
 FE1287'THIS MARK IS LOCATED 1.9 MILES SOUTH ON A PAVED ROAD FROM THE
 FE1287'L. AND N. RR CROSSING AT GALLOWAY, THENCE 0.6 MILE SOUTHEAST
 FE1287'ON A PAVED ROAD, 58 FEET EAST OF THE SOUTHEAST CORNER OF A
 FE1287'BLOCK PUMP HOUSE, 16 FEET WEST OF THE CENTER OF A GRADED ROAD,
 FE1287'3 FEET SOUTH OF A T FENCE CORNER POST, AND IN THE NORTHWEST
 FE1287'CORNER OF A GARDEN PLOT.  THE DISK IS SET IN TOP OF A CONCRETE
 FE1287'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1290 ***********************************************************************
 FE1290  DESIGNATION -  CHICK RM 1
 FE1290  PID         -  FE1290
 FE1290  STATE/COUNTY-  TN/FAYETTE
 FE1290  USGS QUAD   -  GALLAWAY (1981)
 FE1290
 FE1290                         *CURRENT SURVEY CONTROL
 FE1290  ___________________________________________________________________
 FE1290* NAD 83(1986)-  35 17 31.     (N)    089 36 43.     (W)     SCALED    
 FE1290* NAVD 88     -        86.755  (meters)     284.63   (feet)  ADJUSTED  
 FE1290  ___________________________________________________________________
 FE1290  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1290  DYNAMIC HT  -          86.677 (meters)     284.37  (feet)  COMP
 FE1290  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FE1290
 FE1290  VERT ORDER  -  SECOND    CLASS 0
 FE1290
 FE1290.The horizontal coordinates were scaled from a topographic map and have
 FE1290.an estimated accuracy of +/- 6 seconds.
 FE1290
 FE1290.The orthometric height was determined by differential leveling
 FE1290.and adjusted by the National Geodetic Survey in June 1991..
 FE1290
 FE1290.The geoid height was determined by GEOID03.
 FE1290
 FE1290.The dynamic height is computed by dividing the NAVD 88
 FE1290.geopotential number by the normal gravity value computed on the
 FE1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1290.degrees latitude (g = 980.6199 gals.).
 FE1290
 FE1290.The modeled gravity was interpolated from observed gravity values.
 FE1290
 FE1290;                    North         East    Units  Estimated Accuracy
 FE1290;SPC TN       -   112,420.      271,530.      MT  (+/- 180 meters Scaled)
 FE1290
 FE1290                          SUPERSEDED SURVEY CONTROL
 FE1290
 FE1290  NGVD 29 (??/??/??)   86.743  (m)          284.59   (f) ADJUSTED    2 0
 FE1290
 FE1290.Superseded values are not recommended for survey control.
 FE1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1290.See file dsdata.txt to determine how the superseded data were derived.
 FE1290
 FE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE624085(NAD 83)
 FE1290_MARKER: DR = REFERENCE MARK DISK
 FE1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1290_STAMPING: CHICK NO 1 1958
 FE1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1290+STABILITY: SURFACE MOTION
 FE1290
 FE1290  HISTORY     - Date     Condition        Report By
 FE1290  HISTORY     - 1958     MONUMENTED       CGS
 FE1290  HISTORY     - 1958     GOOD             CGS
 FE1290  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1290
 FE1290                          STATION DESCRIPTION
 FE1290
 FE1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1290'2.4 MI S FROM GALLAWAY.
 FE1290'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1290'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG PAVED
 FE1290'ROAD, 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 FE1290'56 FEET SOUTH OF THE CENTER OF A OILED ROAD, 2 FEET SOUTH OF A
 FE1290'POWERLINE POLE, A C AND GS TRIANGULATION REFERENCE MARK DISK
 FE1290'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1290
 FE1290                          STATION RECOVERY (2002)
 FE1290
 FE1290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1290'ALL REFERENCES GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1285 ***********************************************************************
 FE1285  DESIGNATION -  CHICK RM 2
 FE1285  PID         -  FE1285
 FE1285  STATE/COUNTY-  TN/FAYETTE
 FE1285  USGS QUAD   -  GALLAWAY (1981)
 FE1285
 FE1285                         *CURRENT SURVEY CONTROL
 FE1285  ___________________________________________________________________
 FE1285* NAD 83(1986)-  35 17 32.     (N)    089 36 43.     (W)     SCALED    
 FE1285* NAVD 88     -        86.614  (meters)     284.17   (feet)  ADJUSTED  
 FE1285  ___________________________________________________________________
 FE1285  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1285  DYNAMIC HT  -          86.537 (meters)     283.91  (feet)  COMP
 FE1285  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 FE1285
 FE1285  VERT ORDER  -  SECOND    CLASS 0
 FE1285
 FE1285.The horizontal coordinates were scaled from a topographic map and have
 FE1285.an estimated accuracy of +/- 6 seconds.
 FE1285
 FE1285.The orthometric height was determined by differential leveling
 FE1285.and adjusted by the National Geodetic Survey in June 1991..
 FE1285
 FE1285.The geoid height was determined by GEOID03.
 FE1285
 FE1285.The dynamic height is computed by dividing the NAVD 88
 FE1285.geopotential number by the normal gravity value computed on the
 FE1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1285.degrees latitude (g = 980.6199 gals.).
 FE1285
 FE1285.The modeled gravity was interpolated from observed gravity values.
 FE1285
 FE1285;                    North         East    Units  Estimated Accuracy
 FE1285;SPC TN       -   112,450.      271,530.      MT  (+/- 180 meters Scaled)
 FE1285
 FE1285                          SUPERSEDED SURVEY CONTROL
 FE1285
 FE1285  NGVD 29 (??/??/??)   86.603  (m)          284.13   (f) ADJUSTED    2 0
 FE1285
 FE1285.Superseded values are not recommended for survey control.
 FE1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1285.See file dsdata.txt to determine how the superseded data were derived.
 FE1285
 FE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE624085(NAD 83)
 FE1285_MARKER: DR = REFERENCE MARK DISK
 FE1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1285_STAMPING: CHICK NO 2 1958
 FE1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1285+STABILITY: SURFACE MOTION
 FE1285
 FE1285  HISTORY     - Date     Condition        Report By
 FE1285  HISTORY     - 1958     MONUMENTED       CGS
 FE1285  HISTORY     - 1958     GOOD             CGS
 FE1285  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1285
 FE1285                          STATION DESCRIPTION
 FE1285
 FE1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1285'2.4 MI S FROM GALLAWAY.
 FE1285'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1285'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG PAVED
 FE1285'ROAD, 28 FEET NORTH OF THE NORTHWEST CORNER OF A GARDEN FENCE,
 FE1285'17 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, A TRIANGULATION
 FE1285'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FE1285'WITH THE GROUND.
 FE1285
 FE1285                          STATION RECOVERY (2002)
 FE1285
 FE1285'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1285'ALL REFERENCES GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2099 ***********************************************************************
 FE2099  DESIGNATION -  CHICKASAW AZ MK
 FE2099  PID         -  FE2099
 FE2099  STATE/COUNTY-  TN/TIPTON
 FE2099  USGS QUAD   -  NODENA (1983)
 FE2099
 FE2099                         *CURRENT SURVEY CONTROL
 FE2099  ___________________________________________________________________
 FE2099* NAD 83(1995)-  35 30 19.28438(N)    089 53 59.68096(W)     ADJUSTED  
 FE2099* NAVD 88     -       122.913  (meters)     403.26   (feet)  ADJUSTED  
 FE2099  ___________________________________________________________________
 FE2099  X           -       9,080.508 (meters)                     COMP
 FE2099  Y           -  -5,198,135.913 (meters)                     COMP
 FE2099  Z           -   3,683,707.317 (meters)                     COMP
 FE2099  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 FE2099  ELLIP HEIGHT-          95.56  (meters)          (05/31/05) GPS OBS
 FE2099  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE2099  DYNAMIC HT  -         122.807 (meters)     402.91  (feet)  COMP
 FE2099  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE2099
 FE2099  HORZ ORDER  -  FIRST
 FE2099  VERT ORDER  -  FIRST     CLASS I
 FE2099  ELLP ORDER  -  FOURTH    CLASS II
 FE2099
 FE2099.The horizontal coordinates were established by GPS observations
 FE2099.and adjusted by the National Geodetic Survey in May 2005..
 FE2099
 FE2099.The orthometric height was determined by differential leveling
 FE2099.and adjusted by the National Geodetic Survey in June 1991..
 FE2099
 FE2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2099
 FE2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2099
 FE2099.The ellipsoidal height was determined by GPS observations
 FE2099.and is referenced to NAD 83.
 FE2099
 FE2099.The geoid height was determined by GEOID03.
 FE2099
 FE2099.The dynamic height is computed by dividing the NAVD 88
 FE2099.geopotential number by the normal gravity value computed on the
 FE2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2099.degrees latitude (g = 980.6199 gals.).
 FE2099
 FE2099.The modeled gravity was interpolated from observed gravity values.
 FE2099
 FE2099;                    North         East     Units Scale Factor Converg.
 FE2099;SPC TN       -   137,083.513   246,293.002   MT  0.99996476   -2 16 59.4
 FE2099;SPC TN       -   449,748.16    808,046.29   sFT  0.99996476   -2 16 59.4
 FE2099;UTM  16      - 3,932,955.241   236,978.668   MT  1.00045261   -1 41 06.6
 FE2099
 FE2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2099!SPC TN       -   0.99998500  x   0.99996476  =   0.99994976
 FE2099!UTM  16      -   0.99998500  x   1.00045261  =   1.00043760
 FE2099
 FE2099                          SUPERSEDED SURVEY CONTROL
 FE2099
 FE2099  NAVD 88 (05/31/05)  122.91   (m)          403.2    (f) LEVELING    3  
 FE2099  NGVD 29 (??/??/92)  122.887  (m)          403.17   (f) ADJ UNCH    1 1
 FE2099
 FE2099.Superseded values are not recommended for survey control.
 FE2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2099.See file dsdata.txt to determine how the superseded data were derived.
 FE2099
 FE2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3697932955(NAD 83)
 FE2099_MARKER: DZ = AZIMUTH MARK DISK
 FE2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2099_SP_SET: CONCRETE POST
 FE2099_STAMPING: CHICKASAW 1929
 FE2099_MARK LOGO: CGS   
 FE2099_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2099+STABILITY: SURFACE MOTION
 FE2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2099+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FE2099
 FE2099  HISTORY     - Date     Condition        Report By
 FE2099  HISTORY     - 1958     MONUMENTED       CGS
 FE2099  HISTORY     - 19901212 GOOD             NGS
 FE2099  HISTORY     - 20020807 GOOD             USACE
 FE2099  HISTORY     - 20030703 GOOD             EMCINC
 FE2099
 FE2099                          STATION DESCRIPTION
 FE2099
 FE2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FE2099'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF MILLINGTON,
 FE2099'10.5 KM (6.50 MI) WEST OF MUNFORD AND 3.2 KM (2.00 MI) EAST OF
 FE2099'RICHARDSONS LANDING. OWNERSHIP-MRS. HERBERT CATES, RTE 2 BOX 1086,
 FE2099'MUNFORD TN 38058. NO PHONE. TO REACH THE STATION FROM THE JUNCTION OF
 FE2099'U.S.HIGHWAY 51 AND STATE HIGHWAY 54 AND 59 IN THE CENTER OF
 FE2099'COVINGTON. GO WESTERLY ON STATE HIGHWAY 59 FOR 16.75 KM (10.40 MI) TO
 FE2099'THE JUNCTION OF STATE HIGHWAY 178 ON THE LEFT. CONTINUE WESTERLY ON
 FE2099'STATE HIGHWAY 59 FOR 5.92 KM (3.65 MI) TO A PAVED CROSSROAD. CONTINUE
 FE2099'WESTERLY ON STATE HIGHWAY 59 FOR 0.24 KM (0.15 MI) TO THE STATION ON
 FE2099'THE RIGHT. THE STATION IS LOCATED 4.9 M (16.1 FT) NORTH FROM THE
 FE2099'CENTERLINE OF STATE HIGHWAY 39 AND 0.3 M (1.0 FT) NORTHWEST OF A
 FE2099'UTILITY POLE. THE STATION IS FLUSH WITH THE GROUND. DESCRIBED BY
 FE2099'E.J.HANSMANN.
 FE2099
 FE2099                          STATION RECOVERY (2002)
 FE2099
 FE2099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2099'DESCRIPTION IN DATABASE STATES MARK IS 3.65 MI WESTERLY ALONG HWY 59
 FE2099'FROM THE JCT OF HWY 178.
 FE2099' 
 FE2099'THIS DISTANCE SHOULD BE CHANGED TO 5.3 MI.
 FE2099
 FE2099                          STATION RECOVERY (2003)
 FE2099
 FE2099'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2099'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1683 ***********************************************************************
 FE1683  DESIGNATION -  CHICKASAW BOLT
 FE1683  PID         -  FE1683
 FE1683  STATE/COUNTY-  TN/TIPTON
 FE1683  USGS QUAD   -  NODENA (1983)
 FE1683
 FE1683                         *CURRENT SURVEY CONTROL
 FE1683  ___________________________________________________________________
 FE1683* NAD 83(1986)-  35 30 51.     (N)    089 56 10.     (W)     SCALED    
 FE1683* NAVD 88     -        81.861  (meters)     268.57   (feet)  ADJUSTED  
 FE1683  ___________________________________________________________________
 FE1683  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1683  DYNAMIC HT  -          81.789 (meters)     268.34  (feet)  COMP
 FE1683  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1683
 FE1683  VERT ORDER  -  FIRST     CLASS II
 FE1683
 FE1683.The horizontal coordinates were scaled from a topographic map and have
 FE1683.an estimated accuracy of +/- 6 seconds.
 FE1683
 FE1683.The orthometric height was determined by differential leveling
 FE1683.and adjusted by the National Geodetic Survey in June 1991..
 FE1683
 FE1683.The geoid height was determined by GEOID03.
 FE1683
 FE1683.The dynamic height is computed by dividing the NAVD 88
 FE1683.geopotential number by the normal gravity value computed on the
 FE1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1683.degrees latitude (g = 980.6199 gals.).
 FE1683
 FE1683.The modeled gravity was interpolated from observed gravity values.
 FE1683
 FE1683;                    North         East    Units  Estimated Accuracy
 FE1683;SPC TN       -   138,190.      243,050.      MT  (+/- 180 meters Scaled)
 FE1683
 FE1683                          SUPERSEDED SURVEY CONTROL
 FE1683
 FE1683  NGVD 29 (??/??/??)   81.831  (m)          268.47   (f) ADJUSTED    1 2
 FE1683
 FE1683.Superseded values are not recommended for survey control.
 FE1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1683.See file dsdata.txt to determine how the superseded data were derived.
 FE1683
 FE1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE337340(NAD 83)
 FE1683_MARKER: B = BOLT
 FE1683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1683_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1683_STAMPING: 1912
 FE1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1683
 FE1683  HISTORY     - Date     Condition        Report By
 FE1683  HISTORY     - 1912     MONUMENTED       MRC
 FE1683  HISTORY     - 1957     GOOD             CGS
 FE1683
 FE1683                          STATION DESCRIPTION
 FE1683
 FE1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1683'4.7 MI SW FROM RANDOLPH.
 FE1683'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1683'CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTHWEST ALONG A GRAVEL
 FE1683'ROAD, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 59, NEAR THE END
 FE1683'OF STATE HIGHWAY 59, AT RICHARDSONS LANDING, ABOUT 180 YARDS
 FE1683'SOUTHEAST OF THE END OF THE HIGHWAY, 157 FEET SOUTHEAST OF THE
 FE1683'CENTER LINE OF THE HIGHWAY, 153 FEET EAST OF THE EAST CORNER OF
 FE1683'AN ABANDONED STORE BUILDING 74 FEET SOUTH-SOUTHWEST OF A POWER
 FE1683'LINE POLE, 51 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 43 FEET
 FE1683'NORTH OF A LONE 12-INCH GUM TREE, 1 FOOT NORTH OF A WALNUT TREE
 FE1683'STUMP, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, A COPPER
 FE1683'BOLT DIRECTLY UNDER A MRC PIPE AND CAP WHICH PROJECTS 18 INCHES
 FE1683'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1682 ***********************************************************************
 FE1682  DESIGNATION -  CHICKASAW CAP
 FE1682  PID         -  FE1682
 FE1682  STATE/COUNTY-  TN/TIPTON
 FE1682  USGS QUAD   -  NODENA (1983)
 FE1682
 FE1682                         *CURRENT SURVEY CONTROL
 FE1682  ___________________________________________________________________
 FE1682* NAD 83(1986)-  35 30 51.     (N)    089 56 10.     (W)     SCALED    
 FE1682* NAVD 88     -        83.093  (meters)     272.61   (feet)  ADJUSTED  
 FE1682  ___________________________________________________________________
 FE1682  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1682  DYNAMIC HT  -          83.021 (meters)     272.38  (feet)  COMP
 FE1682  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1682
 FE1682  VERT ORDER  -  FIRST     CLASS II
 FE1682
 FE1682.The horizontal coordinates were scaled from a topographic map and have
 FE1682.an estimated accuracy of +/- 6 seconds.
 FE1682
 FE1682.The orthometric height was determined by differential leveling
 FE1682.and adjusted by the National Geodetic Survey in June 1991..
 FE1682
 FE1682.The geoid height was determined by GEOID03.
 FE1682
 FE1682.The dynamic height is computed by dividing the NAVD 88
 FE1682.geopotential number by the normal gravity value computed on the
 FE1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1682.degrees latitude (g = 980.6199 gals.).
 FE1682
 FE1682.The modeled gravity was interpolated from observed gravity values.
 FE1682
 FE1682;                    North         East    Units  Estimated Accuracy
 FE1682;SPC TN       -   138,190.      243,050.      MT  (+/- 180 meters Scaled)
 FE1682
 FE1682                          SUPERSEDED SURVEY CONTROL
 FE1682
 FE1682  NGVD 29 (??/??/??)   83.052  (m)          272.48   (f) ADJUSTED    1 2
 FE1682
 FE1682.Superseded values are not recommended for survey control.
 FE1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1682.See file dsdata.txt to determine how the superseded data were derived.
 FE1682
 FE1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE337340(NAD 83)
 FE1682_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1682_STAMPING: 1912
 FE1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1682
 FE1682  HISTORY     - Date     Condition        Report By
 FE1682  HISTORY     - 1912     MONUMENTED       MRC
 FE1682  HISTORY     - 1957     GOOD             CGS
 FE1682  HISTORY     - 20020412 POOR             USACE
 FE1682
 FE1682                          STATION DESCRIPTION
 FE1682
 FE1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1682'4.7 MI SW FROM RANDOLPH.
 FE1682'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1682'CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTHWEST ALONG A GRAVEL
 FE1682'ROAD, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 59, NEAR THE END
 FE1682'OF STATE HIGHWAY 59, AT RICHARDSONS LANDING, ABOUT 180 YARDS
 FE1682'SOUTHEAST OF THE END OF THE HIGHWAY, 157 FEET SOUTHEAST OF THE
 FE1682'CENTER LINE OF THE HIGHWAY, 153 FEET EAST OF THE EAST CORNER OF
 FE1682'AN ABANDONED STORE BUILDING, 74 FEET SOUTH-SOUTHWEST OF A POWER
 FE1682'LINE POLE, 51 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 43 FEET
 FE1682'NORTH OF A LONE 12-INCH GUM TREE, 1 FOOT NORTH OF A WALNUT TREE
 FE1682'STUMP, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, A MRC PIPE
 FE1682'AND CAP WHICH PROJECTS 18 INCHES ABOVE THE GROUND.
 FE1682
 FE1682                          STATION RECOVERY (2002)
 FE1682
 FE1682'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1682'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1672 ***********************************************************************
 FE1672  DESIGNATION -  CHICKASAW RM 1
 FE1672  PID         -  FE1672
 FE1672  STATE/COUNTY-  TN/TIPTON
 FE1672  USGS QUAD   -  NODENA (1983)
 FE1672
 FE1672                         *CURRENT SURVEY CONTROL
 FE1672  ___________________________________________________________________
 FE1672* NAD 83(1986)-  35 30 31.     (N)    089 54 23.     (W)     SCALED    
 FE1672* NAVD 88     -       125.345  (meters)     411.24   (feet)  ADJUSTED  
 FE1672  ___________________________________________________________________
 FE1672  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1672  DYNAMIC HT  -         125.236 (meters)     410.88  (feet)  COMP
 FE1672  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1672
 FE1672  VERT ORDER  -  FIRST     CLASS I
 FE1672
 FE1672.The horizontal coordinates were scaled from a topographic map and have
 FE1672.an estimated accuracy of +/- 6 seconds.
 FE1672
 FE1672.The orthometric height was determined by differential leveling
 FE1672.and adjusted by the National Geodetic Survey in June 1991..
 FE1672.WARNING-Repeat measurements at this control monument indicate possible
 FE1672.vertical movement.
 FE1672
 FE1672.The geoid height was determined by GEOID03.
 FE1672
 FE1672.The dynamic height is computed by dividing the NAVD 88
 FE1672.geopotential number by the normal gravity value computed on the
 FE1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1672.degrees latitude (g = 980.6199 gals.).
 FE1672
 FE1672.The modeled gravity was interpolated from observed gravity values.
 FE1672
 FE1672;                    North         East    Units  Estimated Accuracy
 FE1672;SPC TN       -   137,470.      245,720.      MT  (+/- 180 meters Scaled)
 FE1672
 FE1672                          SUPERSEDED SURVEY CONTROL
 FE1672
 FE1672  NGVD 29 (??/??/??)  125.318  (m)          411.15   (f) ADJUSTED    1 1
 FE1672
 FE1672.Superseded values are not recommended for survey control.
 FE1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1672.See file dsdata.txt to determine how the superseded data were derived.
 FE1672
 FE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364333(NAD 83)
 FE1672_MARKER: DR = REFERENCE MARK DISK
 FE1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1672_STAMPING: CHICKASAW 1929
 FE1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1672+STABILITY: SURFACE MOTION
 FE1672
 FE1672  HISTORY     - Date     Condition        Report By
 FE1672  HISTORY     - 1929     MONUMENTED       CGS
 FE1672  HISTORY     - 19711201 MARK NOT FOUND   USGS
 FE1672  HISTORY     - 1974     GOOD             NGS
 FE1672
 FE1672                          STATION DESCRIPTION
 FE1672
 FE1672'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LAP)
 FE1672'MARK NOT FOUND.
 FE1672
 FE1672                          STATION RECOVERY (1974)
 FE1672
 FE1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1672'1.9 MI SW FROM RANDOLPH.
 FE1672'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1672'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTH-SOUTHWEST
 FE1672'ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTHWEST ALONG STATE
 FE1672'HIGHWAY 59, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD TO TOP OF
 FE1672'BLUFF OVERLOOKING MISSISSIPPI RIVER, 232 FEET EAST-NORTHEAST OF
 FE1672'TRIANGULATION STATION, 202 FEET EAST-NORTHEAST OF TWO 36-INCH
 FE1672'CONCRETE PIPES PROJECTING 8 FEET ABOVE GROUND, ABOUT 10 FEET
 FE1672'SOUTH OF THE EDGE OF BLUFF, 38 FEET NORTH OF THE NORTH EDGE OF
 FE1672'FEILD, 1.8 FEET NORTH OF A METAL WITNESS POST AND IN THE TOP OF A
 FE1672'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1674 ***********************************************************************
 FE1674  DESIGNATION -  CHICKASAW RM 3
 FE1674  PID         -  FE1674
 FE1674  STATE/COUNTY-  TN/TIPTON
 FE1674  USGS QUAD   -  NODENA (1983)
 FE1674
 FE1674                         *CURRENT SURVEY CONTROL
 FE1674  ___________________________________________________________________
 FE1674* NAD 83(1986)-  35 30 31.     (N)    089 54 23.     (W)     SCALED    
 FE1674* NAVD 88     -       126.018  (meters)     413.44   (feet)  ADJUSTED  
 FE1674  ___________________________________________________________________
 FE1674  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1674  DYNAMIC HT  -         125.909 (meters)     413.09  (feet)  COMP
 FE1674  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1674
 FE1674  VERT ORDER  -  FIRST     CLASS I
 FE1674
 FE1674.The horizontal coordinates were scaled from a topographic map and have
 FE1674.an estimated accuracy of +/- 6 seconds.
 FE1674
 FE1674.The orthometric height was determined by differential leveling
 FE1674.and adjusted by the National Geodetic Survey in June 1991..
 FE1674
 FE1674.The geoid height was determined by GEOID03.
 FE1674
 FE1674.The dynamic height is computed by dividing the NAVD 88
 FE1674.geopotential number by the normal gravity value computed on the
 FE1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1674.degrees latitude (g = 980.6199 gals.).
 FE1674
 FE1674.The modeled gravity was interpolated from observed gravity values.
 FE1674
 FE1674;                    North         East    Units  Estimated Accuracy
 FE1674;SPC TN       -   137,470.      245,720.      MT  (+/- 180 meters Scaled)
 FE1674
 FE1674                          SUPERSEDED SURVEY CONTROL
 FE1674
 FE1674  NGVD 29 (??/??/??)  125.992  (m)          413.36   (f) ADJUSTED    1 1
 FE1674
 FE1674.Superseded values are not recommended for survey control.
 FE1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1674.See file dsdata.txt to determine how the superseded data were derived.
 FE1674
 FE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364333(NAD 83)
 FE1674_MARKER: DR = REFERENCE MARK DISK
 FE1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1674_SP_SET: CONCRETE POST
 FE1674_STAMPING: CHICKASAW NO 3 1929
 FE1674_MARK LOGO: CGS   
 FE1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1674+STABILITY: SURFACE MOTION
 FE1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1674+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 FE1674
 FE1674  HISTORY     - Date     Condition        Report By
 FE1674  HISTORY     - 1958     MONUMENTED       CGS
 FE1674  HISTORY     - 1974     GOOD             NGS
 FE1674  HISTORY     - 19901212 GOOD             NGS
 FE1674
 FE1674                          STATION DESCRIPTION
 FE1674
 FE1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1674'1.9 MI SW FROM RANDOLPH.
 FE1674'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1674'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTH-SOUTHWEST
 FE1674'ALONG AN ASPHALT ROAD THENCE 0.65 MILE NORTHWEST ALONG STATE
 FE1674'HIGHWAY 59, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD TO TOP OF
 FE1674'BLUFF OVERLOOKING MISSISSIPPI RIVER, 85.1 FEET NORTHEAST OF
 FE1674'CHICKASAW TRIANGULATION STATION, 57 FEET NORTHEAST OF TWO 36-INCH
 FE1674'CONCRETE PIPES PROJECTING 8 FEET ABOVE GROUND, 56.4 FEET
 FE1674'NORTHEAST OF A POWER POLE, 13 FEET SOUTH OF THE EDGE OF BLUFF,
 FE1674'34 FEET NORTH OF THE EDGE OF A FIELD AND IN THE TOP OF A CONCRETE
 FE1674'POST PROJECTING 1-INCH.
 FE1674
 FE1674                          STATION RECOVERY (1990)
 FE1674
 FE1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1674'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF MILLINGTON,
 FE1674'10.5 KM (6.50 MI) WEST OF MUNFORD AND 3.2 KM (2.00 MI) EAST OF
 FE1674'RICHARDSONS LANDING. OWNERSHIP-MRS. HERBERT CATES, RTE 2 BOX 1086,
 FE1674'MUNFORD TN 38058. NO PHONE. TO REACH THE STATION FROM THE JUNCTION OF
 FE1674'U.S.HIGHWAY 51 AND STATE HIGHWAY 54 AND 59 IN THE CENTER OF
 FE1674'COVINGTON. GO WESTERLY ON STATE HIGHWAY 59 FOR 16.75 KM (10.40 MI) TO
 FE1674'THE JUNCTION OF STATE HIGHWAY 178 ON THE LEFT. CONTINUE WESTERLY ON
 FE1674'STATE HIGHWAY 59 FOR 5.92 KM (3.65 MI) TO A PAVED CROSSROAD. CONTINUE
 FE1674'WESTERLY ON STATE HIGHWAY 59 FOR 0.33 KM (0.20 MI) TO A FIELD
 FE1674'ENTRANCE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE FIELD ROAD
 FE1674'FOR 0.22 KM (0.15 MI) TO A T JUNCTION. TURN RIGHT AND GO NORTHEAST
 FE1674'ON A FIELD ROAD FOR 0.09 KM (0.05 MI) INTO A GROUP OF TREES AND THE
 FE1674'STATION ON THE LEFT. THE STATION IS LOCATED 25.9 M (85.0 FT)
 FE1674'NORTH-NORTHWEST FROM CHICKASAW 1929 1979, 17.1 M (56.1 FT) NORTH FROM
 FE1674'A UTILITY POLE, 11.5 M (37.7 FT) NORTH FROM THE CENTER OF THE FIELD
 FE1674'ROAD, 4.7 M (15.4 FT) SOUTH FROM THE EDGE OF A BANK AND 3.4 M
 FE1674'(11.2 FT) NORTHEAST FROM A 28-INCH OAK TREE AND 3.2 M (10.5 FT)
 FE1674'NORTHWEST FROM A 14-INCH OAK TREE. THE STATION IS FLUSH WITH THE
 FE1674'GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1675 ***********************************************************************
 FE1675  DESIGNATION -  CHICKASAW RM 4
 FE1675  PID         -  FE1675
 FE1675  STATE/COUNTY-  TN/TIPTON
 FE1675  USGS QUAD   -  NODENA (1983)
 FE1675
 FE1675                         *CURRENT SURVEY CONTROL
 FE1675  ___________________________________________________________________
 FE1675* NAD 83(1986)-  35 30 31.     (N)    089 54 23.     (W)     SCALED    
 FE1675* NAVD 88     -       126.689  (meters)     415.65   (feet)  ADJUSTED  
 FE1675  ___________________________________________________________________
 FE1675  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1675  DYNAMIC HT  -         126.579 (meters)     415.28  (feet)  COMP
 FE1675  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1675
 FE1675  VERT ORDER  -  FIRST     CLASS I
 FE1675
 FE1675.The horizontal coordinates were scaled from a topographic map and have
 FE1675.an estimated accuracy of +/- 6 seconds.
 FE1675
 FE1675.The orthometric height was determined by differential leveling
 FE1675.and adjusted by the National Geodetic Survey in June 1991..
 FE1675
 FE1675.The geoid height was determined by GEOID03.
 FE1675
 FE1675.The dynamic height is computed by dividing the NAVD 88
 FE1675.geopotential number by the normal gravity value computed on the
 FE1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1675.degrees latitude (g = 980.6199 gals.).
 FE1675
 FE1675.The modeled gravity was interpolated from observed gravity values.
 FE1675
 FE1675;                    North         East    Units  Estimated Accuracy
 FE1675;SPC TN       -   137,470.      245,720.      MT  (+/- 180 meters Scaled)
 FE1675
 FE1675                          SUPERSEDED SURVEY CONTROL
 FE1675
 FE1675  NGVD 29 (??/??/??)  126.665  (m)          415.57   (f) ADJUSTED    1 1
 FE1675
 FE1675.Superseded values are not recommended for survey control.
 FE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1675.See file dsdata.txt to determine how the superseded data were derived.
 FE1675
 FE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364333(NAD 83)
 FE1675_MARKER: DR = REFERENCE MARK DISK
 FE1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1675_SP_SET: CONCRETE POST
 FE1675_STAMPING: CHICKASAW NO 4 1929
 FE1675_MARK LOGO: CGS   
 FE1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1675+STABILITY: SURFACE MOTION
 FE1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1675+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 FE1675
 FE1675  HISTORY     - Date     Condition        Report By
 FE1675  HISTORY     - 1958     MONUMENTED       CGS
 FE1675  HISTORY     - 1974     GOOD             NGS
 FE1675  HISTORY     - 19901212 GOOD             NGS
 FE1675
 FE1675                          STATION DESCRIPTION
 FE1675
 FE1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1675'1.9 MI SW FROM RANDOLPH.
 FE1675'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1675'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTH-SOUTHWEST
 FE1675'ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTHWEST ALONG STATE
 FE1675'HIGHWAY 59, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD TO A BLUFF
 FE1675'OVERLOOKING MISSISSIPPI RIVER, 89.9 FEET WEST OF TRIANGULATION
 FE1675'STATION, 83 FEET EAST OF THE EXTENDED CENTERLINE OF A FIELD
 FE1675'ROAD, 18 FEET NORTH OF THE NORTH EDGE OF FIELD, 12 FEET SOUTH
 FE1675'OF THE EDGE OF BLUFF OVERLOOKING RIVER TO THE NORTH, AND IN THE
 FE1675'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1675
 FE1675                          STATION RECOVERY (1990)
 FE1675
 FE1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1675'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF MILLINGTON,
 FE1675'10.5 KM (6.50 MI) WEST OF MUNFORD AND 3.2 KM (2.00 MI) EAST OF
 FE1675'RICHARDSONS LANDING. OWNERSHIP-MRS. HERBERT CATES, RTE 2 BOX 1086,
 FE1675'MUNFORD TN 38058. NO PHONE. TO REACH THE STATION FROM THE JUNCTION OF
 FE1675'U.S.HIGHWAY 51 AND STATE HIGHWAY 54 AND 59 IN THE CENTER OF
 FE1675'COVINGTON. GO WESTERLY ON STATE HIGHWAY 59 FOR 16.75 KM (10.40 MI) TO
 FE1675'THE JUNCTION OF STATE HIGHWAY 178 ON THE LEFT. CONTINUE WESTERLY ON
 FE1675'STATE HIGHWAY 59 FOR 5.92 KM (3.65 MI) TO A PAVED CROSSROAD. CONTINUE
 FE1675'WESTERLY ON STATE HIGHWAY 59 FOR 0.33 KM (0.20 MI) TO A FIELD
 FE1675'ENTRANCE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE FIELD ROAD
 FE1675'FOR 0.22 KM (0.15 MI) TO A T JUNCTION. TURN RIGHT AND GO NORTHEAST
 FE1675'ON A FIELD ROAD FOR 0.09 KM (0.05 MI) INTO A GROUP OF TREES AND THE
 FE1675'STATION ON THE LEFT. THE STATION IS LOCATED 27.6 M (90.6 FT)
 FE1675'EAST-NORTHEAST FROM THE CENTER OF A T ROAD, 27.4 M (89.9 FT) SOUTH
 FE1675'FROM CHICKASAW 1929 1979, 7.2 M (23.6 FT) NORTHEAST FROM A 14-INCH
 FE1675'OAK TREE, 5.5 M (18.0 FT) NORTH FROM THE CENTER OF THE FIELD ROAD AND
 FE1675'2.5 M (8.2 FT) SOUTH FROM A BANK. THE STATION IS FLUSH WITH THE
 FE1675'GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2883 ***********************************************************************
 FE2883  DESIGNATION -  CHICKSAW RESET
 FE2883  PID         -  FE2883
 FE2883  STATE/COUNTY-  TN/TIPTON
 FE2883  USGS QUAD   -  NODENA (1983)
 FE2883
 FE2883                         *CURRENT SURVEY CONTROL
 FE2883  ___________________________________________________________________
 FE2883* NAD 83(1995)-  35 30 31.86950(N)    089 54 24.07849(W)     ADJUSTED  
 FE2883* NAVD 88     -                                                        
 FE2883  ___________________________________________________________________
 FE2883  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FE2883  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2883
 FE2883  HORZ ORDER  -  FIRST
 FE2883
 FE2883.The horizontal coordinates were established by classical geodetic methods
 FE2883.and adjusted by the National Geodetic Survey in April 1999..
 FE2883
 FE2883
 FE2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2883
 FE2883.The geoid height was determined by GEOID03.
 FE2883
 FE2883;                    North         East     Units Scale Factor Converg.
 FE2883;SPC TN       -   137,495.571   245,694.150   MT  0.99996442   -2 17 13.7
 FE2883;SPC TN       -   451,100.05    806,081.56   sFT  0.99996442   -2 17 13.7
 FE2883;UTM  16      - 3,933,361.226   236,375.254   MT  1.00045653   -1 41 21.3
 FE2883
 FE2883|---------------------------------------------------------------------|
 FE2883| PID    Reference Object                     Distance      Geod. Az  |
 FE2883|                                                           dddmmss.s |
 FE2883| FE1674 CHICKASAW RM 3                       25.929 METERS 05446     |
 FE2883| FE1672 CHICKASAW RM 1                       70.714 METERS 07314     |
 FE2883| FE2582 CROSSTOWN                           APPROX.13.2 KM 1110641.7 |
 FE2883| CG3769 CHICKASAW RM 2                      229.515 METERS 11705     |
 FE2883| FE2099 CHICKASAW AZ MK                     APPROX. 0.7 KM 1221438.3 |
 FE2883| FE2585 MUNFORD MUNICIPAL TANK              APPROX.11.1 KM 1272407.8 |
 FE2883| FE1675 CHICKASAW RM 4                       27.414 METERS 26553     |
 FE2883| FE2673 OSCEOLA TANK                        APPROX.22.5 KM 3452938.8 |
 FE2883|---------------------------------------------------------------------|
 FE2883
 FE2883                          SUPERSEDED SURVEY CONTROL
 FE2883
 FE2883  NAD 83(1995)-  35 30 31.88153(N)    089 54 24.08093(W) AD(       ) 1
 FE2883  NAD 83(1986)-  35 30 31.88226(N)    089 54 24.08096(W) AD(       ) 1
 FE2883  NAD 27      -  35 30 31.58740(N)    089 54 23.77360(W) AD(       ) 1
 FE2883
 FE2883.Superseded values are not recommended for survey control.
 FE2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2883.See file dsdata.txt to determine how the superseded data were derived.
 FE2883
 FE2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3637533361(NAD 83)
 FE2883_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2883
 FE2883  HISTORY     - Date     Condition        Report By
 FE2883  HISTORY     - 1979     MONUMENTED       NGS
 FE2883
 FE2883                          STATION DESCRIPTION
 FE2883
 FE2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2883'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 FE2883'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 FE2883'REFERENCE MARK 4 CHECKED.  THE ANGLE BETWEEN REFERENCE MARKS
 FE2883'FAILED TO CHECK BY 2 MINUTES AND 37 SECONDS.  THE DISTANCE TO
 FE2883'REFERENCE MARK 3 FAILED TO CHECK BY 0.009 METER SHORTER.  THE
 FE2883'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  A NEW AZIMUTH
 FE2883'MARK WAS NOT SET AT THIS TIME.  THE SURFACE STATION MARK WAS FOUND
 FE2883'IN POOR CONDITION AND DISTURBED.  THE UNDERGROUND POINT WAS
 FE2883'HELD AND A NEW SURFACE MARK AND UNDERGROUND MARK WERE SET TO A
 FE2883'LOWER DEPTH.  A COMPLETE DESCRIPTION FOLLOWS.
 FE2883'
 FE2883'THE STATION IS LOCATED ABOUT 6.8 KM NORTH OF MILLINGTON, 4 KM
 FE2883'NORTHWEST OF MUNFORD AND ON THE EAST SLIP BANK OF THE MISSISSIPPI
 FE2883'RIVER.  PERMISSION WAS OBTAINED FROM MRS. HERBERT CATES.
 FE2883'
 FE2883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AN
 FE2883'STATE HIGHWAYS 59 AND 54 IN COVINGTON, TN. GO WESTERLY ON STATE
 FE2883'HIGHWAY 59 FOR 6.8 KM (11.0 MI) TO GILE EDGE SCHOOL ON THE
 FE2883'RIGHT.  CONTINUE WESTERLY ON STATE HIGHWAY 59 FOR 3.0 KM (4.8 KM)
 FE2883'TO A PAVED CROSSROAD.  CONTINUE AHEAD, WESTERLY ON STATE
 FE2883'HIGHWAY 59 FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FE2883'CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO A FIELD ROAD RIGHT.  TURN
 FE2883'RIGHT AND GO NORTH ON A FIELD ROAD FOR 0.16 KM (0.1 MI) TO A
 FE2883'FIELD T-ROAD.  TURN RIGHT AND GO NORTHEASTERLY FOR ABOUT
 FE2883'61 METERS (200 FEET) TO THE STATION ON THE LEFT.
 FE2883'
 FE2883'THE STATION IS A STANDARD NGS DISK
 FE2883'STAMPED---CHICKASAW 1929 1979---,
 FE2883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2883'RECESSED 35 CM BELOW THE GROUND.  IT IS LOCATED
 FE2883'13 METERS SOUTH FROM A 100 FOOT SLIP BANK,
 FE2883'11.72 METERS WEST FROM A TELEPHONE POLE AND
 FE2883'3  METERS NORTH FROM THE CENTER OF A FIELD ROAD.
 FE2883'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FE2883'STAMPED---CHICKASAW 1929 1979---,
 FE2883'SET IN AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FE2883'
 FE2883'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 FE2883'STAMPED---CHICKASAW NO 3 1929---,
 FE2883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FE2883'FLUSH WITH GROUND.  IT IS LOCATED
 FE2883'17.1 METERS NORTH FROM THE TELEPHONE POLE,
 FE2883'11.5 METERS NORTH FROM THE CENTER OF FIELD ROAD AND
 FE2883'4.4 METERS SOUTH FROM THE SLIP BANK.
 FE2883'MARK IS ABOVE STATION 0.61 METER.
 FE2883'
 FE2883'REFERENCE MARK NUMBER 04 IS A STANDARD CGS DISK
 FE2883'STAMPED---CHICKASAW NO 4 1929---,
 FE2883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FE2883'FLUSH WITH GROUND.  IT IS LOCATED
 FE2883'27.6 METERS EAST-NORTHEAST FROM THE CENTER OF A T-ROAD,
 FE2883'5.5 METERS NORTH FROM THE CENTER OF A FIELD ROAD AND
 FE2883'2.5 METERS SOUTH FROM THE SLIP BANK.
 FE2883'MARK IS ABOVE STATION 0.61 METER.
 FE2883'
 FE2883'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 FE2883'STAMPED---CHICKASAW 1929---,
 FE2883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 FE2883'FLUSH WITH GROUND.  IT IS LOCATED
 FE2883'4.9 METERS NORTHEAST FROM THE CENTER OF THE ROAD AND
 FE2883'0.3 METER NORTHWEST FROM A UTILITY POLE.
 FE2883'
 FE2883'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY
 FE2883'BRUSH AND SMALL TREE ON LINE.
 FE2883'
 FE2883'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 12.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1659 ***********************************************************************
 GD1659  DESIGNATION -  CHIGGER RESET
 GD1659  PID         -  GD1659
 GD1659  STATE/COUNTY-  TN/OBION
 GD1659  USGS QUAD   -  SAMBURG (1981)
 GD1659
 GD1659                         *CURRENT SURVEY CONTROL
 GD1659  ___________________________________________________________________
 GD1659* NAD 83(1995)-  36 23 12.40220(N)    089 20 05.76861(W)     ADJUSTED  
 GD1659* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 GD1659  ___________________________________________________________________
 GD1659  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GD1659  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1659
 GD1659  HORZ ORDER  -  FIRST
 GD1659
 GD1659.The horizontal coordinates were established by classical geodetic methods
 GD1659.and adjusted by the National Geodetic Survey in April 1999..
 GD1659
 GD1659.The orthometric height was scaled from a topographic map.
 GD1659
 GD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1659
 GD1659.The geoid height was determined by GEOID03.
 GD1659
 GD1659;                    North         East     Units Scale Factor Converg.
 GD1659;SPC TN       -   232,929.571   300,844.480   MT  0.99999484   -1 57 08.7
 GD1659;SPC TN       -   764,203.10    987,020.60   sFT  0.99999484   -1 57 08.7
 GD1659;SPC MO E     -    62,037.245   354,526.336   MT  1.00006790   +0 41 28.4
 GD1659;SPC KY1Z     - 1,012,110.758 1,178,356.842   MT  1.00023931   -2 12 03.6
 GD1659;SPC KY1Z     - 3,320,566.71  3,865,992.41   sFT  1.00023931   -2 12 03.6
 GD1659;SPC KY S     -   512,033.384   178,405.844   MT  1.00008095   -2 10 26.9
 GD1659;SPC KY S     - 1,679,896.19    585,319.84   sFT  1.00008095   -2 10 26.9
 GD1659;UTM  16      - 4,029,381.546   290,572.869   MT  1.00014042   -1 23 08.4
 GD1659
 GD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1659!SPC TN       -   0.99998278  x   0.99999484  =   0.99997762
 GD1659!SPC MO E     -   0.99998278  x   1.00006790  =   1.00005067
 GD1659!SPC KY1Z     -   0.99998278  x   1.00023931  =   1.00022208
 GD1659!SPC KY S     -   0.99998278  x   1.00008095  =   1.00006372
 GD1659!UTM  16      -   0.99998278  x   1.00014042  =   1.00012319
 GD1659
 GD1659|---------------------------------------------------------------------|
 GD1659| PID    Reference Object                     Distance      Geod. Az  |
 GD1659|                                                           dddmmss.s |
 GD1659| GD1660 PTS 11 W TN                           4.167 METERS 00140     |
 GD1659| CG3773 CHIGGER RM 3                         26.126 METERS 03510     |
 GD1659| CG3774 CHIGGER RM 4                         26.204 METERS 03555     |
 GD1659| GD1623 TROY                                APPROX.14.0 KM 1032111.6 |
 GD1659| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 7.2 KM 1310718.0 |
 GD1659| CG3775 CHIGGER RM 5                         17.605 METERS 17349     |
 GD1659| CG3771 CHIGGER RM 1                         30.785 METERS 21125     |
 GD1659| CG3772 CHIGGER RM 2                         53.157 METERS 33544     |
 GD1659|---------------------------------------------------------------------|
 GD1659
 GD1659                          SUPERSEDED SURVEY CONTROL
 GD1659
 GD1659  NAD 83(1995)-  36 23 12.40683(N)    089 20 05.76738(W) AD(       ) 1
 GD1659  NAD 83(1995)-  36 23 12.40974(N)    089 20 05.76799(W) AD(       ) 1
 GD1659  NAD 83(1986)-  36 23 12.41382(N)    089 20 05.76780(W) AD(       ) 1
 GD1659  NAD 27      -  36 23 12.17850(N)    089 20 05.51300(W) AD(       ) 1
 GD1659
 GD1659.Superseded values are not recommended for survey control.
 GD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1659.See file dsdata.txt to determine how the superseded data were derived.
 GD1659
 GD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9057329382(NAD 83)
 GD1659_MARKER: DS = TRIANGULATION STATION DISK
 GD1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1659_STAMPING: CHIGGER 1929 1934 1967
 GD1659_MARK LOGO: CGS   
 GD1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1659+STABILITY: SURFACE MOTION
 GD1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1659+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 GD1659
 GD1659  HISTORY     - Date     Condition        Report By
 GD1659  HISTORY     - 1967     MONUMENTED       CGS
 GD1659  HISTORY     - 1979     GOOD             NGS
 GD1659  HISTORY     - 20010313 GOOD             CGS
 GD1659  HISTORY     - 20010413 GOOD             USACE
 GD1659
 GD1659                          STATION DESCRIPTION
 GD1659
 GD1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1659'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 1929 1934 AND
 GD1659'REFERENCE MARK NO. 3 1929 1934 WERE FOUND UPROOTED AND LAYING SOME
 GD1659'DISTANCE FROM THEIR ORIGINAL SITES.  AFTER AN EXTENDED SEARCH,
 GD1659'REFERENCE MARK NO. 2 1929 1934, PRIM TRAV STAT NO 11W 1921 USGS,
 GD1659'AND THE UNDERGROUND SURFACE MARK WERE RECOVERED.  THE UNDERGROUND
 GD1659'SURFACE MARK AND REFERENCE MARK NO. 2 1929 1934 SHOWED NO SIGN OF
 GD1659'HAVING BEEN DISTURBED IN ANY WAY AND WERE IN EXCELLENT CONDITION,
 GD1659'HOWEVER, THE HORIZONTAL MEASURED DISTANCE BETWEEN THE REFERENCE
 GD1659'MARK AND THE STATION SHOWED A DISCREPANCY OF 0.6 OF A FOOT,
 GD1659'AND 0.043 METERS SHORT OF THE DISTANCES GIVEN IN THE 1929 1934
 GD1659'DESCRIPTION.  PRIM TRAV STAT NO 11W 1921 USGS HAD BEEN STRUCK BY
 GD1659'SOME TYPE OF EQUIPMENT AND WAS LEANING SLIGHTLY TO THE SOUTH AND
 GD1659'WEST, BUT WAS FIRM IN THE GROUND AT THIS TIME.  NEITHER THE
 GD1659'HORIZONTAL ANGLE OF THE MEASURED DISTANCE FOR THIS MARK COULD BE
 GD1659'CHECKED WITH THE 1929 1934 WORK.
 GD1659'
 GD1659'A FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND STATION MARK
 GD1659'TO HOLD THE POINT, AND THE MARK WAS THEN REMOVED.  WHEN THIS WAS DONE
 GD1659'THE CONCRETE SUPPORTING THE DISK WAS FOUND TO BE OF CONSIDERABLE
 GD1659'MASS - APPROXIMATELY 8 INCHES WIDE, 12 INCHES DEEP, AND WELL
 GD1659'BELLED AT THE BOTTOM, WITH THE ENTIRE MASS EMBEDDED IN VERY HEAVY AND
 GD1659'COMPACT CLAY SOIL.  IT WAS ASSUMED THAT THE UNDERGROUND MARK HELD
 GD1659'ITS EXACT, ORIGINAL POSITION.  THE ENTIRE HOLE WAS ENLARGED AND
 GD1659'DEEPENED AND THE ENTIRE STATION LOWERED IN THIS POSITION.  AFTER THE
 GD1659'UNDERGROUND MARK WAS LOWERED AND PROTECTED BY A FIRM SHOULDER OF
 GD1659'UNDISTURBED SOIL, THE OLD CONCRETE MONUMENT FOR THE SURFACE MARK WAS
 GD1659'LOWERED INTO POSITION AND SURROUNDED BY A MASS OF CONCRETE TO
 GD1659'PREVENT ANY POSSIBLE SETTLING OR MOVEMENT.  THE ORIGINAL DISK WAS
 GD1659'ALTERED TO READ CHIGGER 1929 1934 1967.  TWO NEW REFERENCE MARKS NO.
 GD1659'4 AND NO. 5 WERE ESTABLISHED AND THE HORIZONTAL ANGLES FOR ALL
 GD1659'MARKS DETERMINED BY USING THE ORIGINAL REFERENCE MARK NO. 2 1929
 GD1659'1934 AS AN INITIAL POINTING.
 GD1659'
 GD1659'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1659'
 GD1659'THE STATION IS NOW IN OPEN PASTURE LAND ON THE PROPERTY OF FREEMAN
 GD1659'JIM HUTCHCRAFT, NEAR THE SUMMIT OF A RIDGE KNOWN LOCALLY AS CHIGGER
 GD1659'RIDGE.  IT IS ABOUT 8 MILES EAST OF TIPTONVILLE, 1-1/2 MILES
 GD1659'NORTHEAST OF THE SMALL COMMUNITY OF SAMBURG, AND ABOUT 1/2 MILE EAST
 GD1659'OF REELFOOT LAKE.
 GD1659'
 GD1659'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 78, 21 AND 22
 GD1659'IN THE EAST EDGE OF TIPTONVILLE, GO EASTERLY ON STATE ROUTES 21 AND
 GD1659'22 FOR 5.4 MILES TO THEIR JUNCTION.  HERE TURN LEFT AND GO
 GD1659'NORTHERLY ON STATE ROUTE 22 FOR 2.75 MILES TO A CROSSROAD AND
 GD1659'TRAFFIC LIGHT IN THE SMALL COMMUNITY OF SAMBURG, CONTINUE NORTHERLY
 GD1659'ON STATE ROUTE 22 FOR 0.2 MILE TO AN ANGLING, OILED ROAD ON THE
 GD1659'RIGHT.  HERE TURN RIGHT ON THIS OILED ROAD AND GO NORTHEASTERLY,
 GD1659'UPHILL, ON A WINDING ROAD FOR 1.1 MILES TO A DIM TRACK ROAD ON THE
 GD1659'LEFT IN A CURVE.  HERE TURN LEFT ON THE TRACK ROAD AND GO 0.1 MILE
 GD1659'NORTHWESTERLY ACROSS A CLEARING TO WHERE THE ROAD ENTERS THE WOODS,
 GD1659'CONTINUE NORTHWESTERLY ON THE TRACK ROAD THROUGH WOODS ALONG THE
 GD1659'TOP OF A NARROW RIDGE FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 GD1659'THE WIRE GATE AND CONTINUE NORTHWESTERLY AND WEST ON THE WOODS ROAD
 GD1659'FOR 0.1 MILE TO THE EDGE OF A CLEARING AND THE STATION DEAD AHEAD
 GD1659'NEAR THE SUMMIT OF THE RIDGE AS DESCRIBED.
 GD1659'
 GD1659'THE STATION IS SLIGHTLY SOUTH OF THE SUMMIT OF THE RIDGE, 128 FEET
 GD1659'SOUTH-SOUTHWEST OF AN 18-INCH, TRIANGLE BLAZED SWEETGUM TREE, 64
 GD1659'FEET NORTH OF A 20-INCH, TRIANGLE BLAZED WHITE OAK TREE, AND 1.9
 GD1659'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1659'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1659'THE DISK IS STAMPED CHIGGER 1929 1934 1967.
 GD1659'
 GD1659'RM NO. 2 IS IN A BRUSHY AREA ABOUT 20 YARDS EAST OF THE HEAD OF A
 GD1659'RAVINE, 1.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN,
 GD1659'AND ABOUT 5 FEET BELOW THE ELEVATION OF THE STATION MARK.  IT IS A
 GD1659'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE FLUSH,
 GD1659'CONCRETE MONUMENT AND THE DISK IS STAMPED CHIGGER NO 2 1929
 GD1659'1934.
 GD1659'
 GD1659'REFERENCE MARK NO. 4 IS NEAR THE NORTHEAST EDGE OF THE CLEARING, 44
 GD1659'FEET SOUTH OF AN 18-INCH, TRIANGLE BLAZED SWEETGUM TREE, 20 FEET
 GD1659'WEST OF A 20-INCH, TRIANGLE BLAZED BLACK MAPLE TREE, AND ABOUT 1.7
 GD1659'FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK
 GD1659'SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1659'6 INCHES AND THE DISK IS STAMPED CHIGGER NO 4 1929 1967.
 GD1659'
 GD1659'REFERENCE MARK NO. 5 IS LOCATED NEAR THE SOUTH EDGE OF THE CLEARING
 GD1659'AT THE NORTH EDGE OF A SHARP RAVINE, 5 FEET NORTH OF A 20-INCH,
 GD1659'TRIANGLE BLAZED WHITE OAK TREE AND ABOUT 2.5 FEET BELOW THE
 GD1659'ELEVATION OF THE STATION MARK.  IT IS A STANDARD DISK SET IN THE TOP
 GD1659'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD1659'AND THE DISK IS STAMPED CHIGGER NO 5 1929 1967.
 GD1659'
 GD1659'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 GD1659'REFERENCE MARK NO. 5 IS 134.60 FEET - 41.026 METERS.
 GD1659'
 GD1659'THE HORIZONTAL MEASURED DISTANCES BETWEEN REFERENCE MARK NO. 2
 GD1659'AND REFERENCE MARKS NO. 4 AND NO. 5 WERE NOT MEASURED DUE TO THE
 GD1659'DENSE UNDERGROWTH AND DISTANCES INVOLVED.
 GD1659'
 GD1659'P T 11W USGS IS A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED TO THE
 GD1659'TOP OF A 3-INCH GALVANIZED PIPE PROJECTING ABOUT 2 INCHES AND IS
 GD1659'ABOUT 0.5 OF A FOOT ABOVE THE ELEVATION OF THE STATION.  THE BRONZE
 GD1659'CAP IS STAMPED PRIM TRAV STA NO 11W TENN 1921.
 GD1659'
 GD1659'THIS STATION WAS LOWERED AND RE-ESTABLISHED WITH THE PERMISSION OF
 GD1659'MR. FREEMAN JIM HUTCHCRAFT WHO OWNS THE PROPERTY.
 GD1659'
 GD1659'NO AZIMUTH MARK HAS EVER BEEN ESTABLISHED FOR THIS STATION.
 GD1659
 GD1659                          STATION RECOVERY (1979)
 GD1659
 GD1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 GD1659'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 GD1659'IN THE 1967 RECOVERY NOTE.  DUE TO HEAVY BRUSH, RM 4, RM 5 AND
 GD1659'P T 11W (USGS) WERE NOT SEARCHED FOR.
 GD1659'
 GD1659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NE OF
 GD1659'SAMBURG.
 GD1659
 GD1659                          STATION RECOVERY (2001)
 GD1659
 GD1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2001 (JMH)
 GD1659'RECOVERED IN GOOD CONDITION.
 GD1659
 GD1659                          STATION RECOVERY (2001)
 GD1659
 GD1659'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD1659'THE STATION IS LOCATED 1.5 MI (2.4 KM) NE OF SAMBURG, TN, 1 MI (1.6
 GD1659'KM) EAST OF REELFOOT LAKE ON TOP OF CHIGGER RIDGE IN OBION COUNTY, TN.
 GD1659'TO REACH THE STATION FROM THE Y INTERSECTION OF STATE HIGHWAYS 21 AND
 GD1659'22 LOCATED 1.0 MI (1.6 KM) E OF THE LAKE CO OBION CO, TN LINE, PROCEED
 GD1659'NE ALONG HIGHWAY 22 FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF HIGHWAY
 GD1659'22 AND REELFOOT AVENUE IN SAMBURG, TN. PROCEED THROUGH THE
 GD1659'INTERSECTION AND CONTINUE NE ALONG HIGHWAY 22 FOR 0.7 MI (1.1 KM) TO A
 GD1659'PAVED ROAD, OLD SAMBURG ROAD, ON THE RIGHT. TURN RIGHT ON OLD SAMBURG
 GD1659'ROAD AND PROCEED E FOR 0.55 MI (0.89 KM) TO A TRACK ROAD ON THE RIGHT
 GD1659'AND THE STATION ON THE RIGHT.
 GD1659' 
 GD1659'THE STATION IS 61.5 FT (18.7 M) SSW OF THE CENTERLINE OF OLD SAMBURG
 GD1659'ROAD, 17.5 FT (5.3 M) WNW OF THE CENTERLINE OF THE TRACK ROAD, 49 FT
 GD1659'(14.9 M) WNW OF A 30 INCH OAK TREE AND 2.5 FT (0.8 M) N OF AN ORANGE
 GD1659'CARSONITE WITNESS POST.  STATION IS A STANDARD CGS DISK SET IN THE TOP
 GD1659'OF A 12 INCH SQUARE, FLUSH CONCRETE SETTING.  THE DISK IS STAMPED
 GD1659'CHIGGER 1929 1934 1967.  RM 2 AND RM 4 NOT FOUND.  SUSPECT DESTROYED
 GD1659'BY NEW ROAD CONSTRUCTION.  RM 5 AND PTS 11 W TN SEARCHED FOR BUT NOT
 GD1659'FOUND. DESCRIBED BY JAMES M HAMRA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2650 ***********************************************************************
 FB2650  DESIGNATION -  CHILHOWEE
 FB2650  PID         -  FB2650
 FB2650  STATE/COUNTY-  TN/BLOUNT
 FB2650  USGS QUAD   -  WILDWOOD (1988)
 FB2650
 FB2650                         *CURRENT SURVEY CONTROL
 FB2650  ___________________________________________________________________
 FB2650* NAD 83(1995)-  35 45 54.19648(N)    083 45 30.99549(W)     ADJUSTED  
 FB2650* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 FB2650  ___________________________________________________________________
 FB2650  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FB2650  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB2650
 FB2650  HORZ ORDER  -  THIRD
 FB2650
 FB2650.The horizontal coordinates were established by classical geodetic methods
 FB2650.and adjusted by the National Geodetic Survey in April 1999..
 FB2650.No horizontal observational check was made to the station.
 FB2650
 FB2650.The orthometric height was scaled from a topographic map.
 FB2650
 FB2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2650
 FB2650.The geoid height was determined by GEOID03.
 FB2650
 FB2650;                    North         East     Units Scale Factor Converg.
 FB2650;SPC TN       -   161,168.763   802,661.703   MT  0.99994912   +1 18 43.9
 FB2650;SPC TN       -   528,767.85  2,633,399.27   sFT  0.99994912   +1 18 43.9
 FB2650;UTM  17      - 3,961,400.633   250,606.901   MT  1.00036649   -1 36 47.3
 FB2650
 FB2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2650!SPC TN       -   0.99986837  x   0.99994912  =   0.99981750
 FB2650!UTM  17      -   0.99986837  x   1.00036649  =   1.00023481
 FB2650
 FB2650                          SUPERSEDED SURVEY CONTROL
 FB2650
 FB2650  NAD 83(1995)-  35 45 54.20042(N)    083 45 31.00363(W) AD(       ) 3
 FB2650  NAD 83(1986)-  35 45 54.19285(N)    083 45 30.99829(W) AD(       ) 3
 FB2650  NAD 27      -  35 45 53.85427(N)    083 45 31.38262(W) AD(       ) 3
 FB2650
 FB2650.Superseded values are not recommended for survey control.
 FB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2650.See file dsdata.txt to determine how the superseded data were derived.
 FB2650
 FB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5060761401(NAD 83)
 FB2650_MARKER: DD = SURVEY DISK
 FB2650_SETTING: 66 = SET IN ROCK OUTCROP
 FB2650_SP_SET: SET IN ROCK OUTCROP
 FB2650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2650+STABILITY: POSITION/ELEVATION WELL
 FB2650
 FB2650  HISTORY     - Date     Condition        Report By
 FB2650  HISTORY     - 1928     MONUMENTED       USGS
 FB2650
 FB2650                          STATION DESCRIPTION
 FB2650
 FB2650'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 FB2650'STATION IS ON SUMMIT OF CHILHOWEE MOUNTAIN 1.5 MI SW. OF MILLSTONE
 FB2650'GAP, 2.0 MI W. OF DOYLE SPRINGS, 4.0 MI SE. OF ELLIJAY AND ABOUT
 FB2650'4.0 MI NE. OF WALLAND ON LITTLE TENNESSEE RIVER.  THE PEAK IS
 FB2650'BETWEEN HEADWATERS OF READ CREEK ON S. AND ELLIJAY CREEK ON N.
 FB2650'STATION IS ON HIGHEST POINT AND ABOUT MIDWAY OF HOG-BACK SHAPED
 FB2650'MOUNTAIN.  TIMBER WAS CLEARED TO AFFORD A GOOD VIEW.
 FB2650'
 FB2650'STATION MARK, STANDARD DISK SET IN SANDSTONE OUTCROP AND ABOUT
 FB2650'MIDWAY BETWEEN TWO PINE TREES LEFT STANDING AND ABOUT 6 FT APART.
 FB2650'
 FB2650'SIGNAL, TWO PINE TREES WITH TARGET BETWEEN AND FLAGS IN ONE TO E.
 FB2650'OF STATION MARK.
 FB2650'
 FB2650'FROM STATION MARK TO E. PINE EQUAL, S 83 DEG 01 MIN E.
 FB2650'DISTANT 3.2 FT
 FB2650'FROM STATION MARK TO W. PINE EQUAL, N 74 DEG 58 MIN W.
 FB2650'
 FB2650'STATION CAN BE REACHED BY RD. UP WALDEN CREEK TO HORNET POST OFFICE
 FB2650'THENCE BY TRAIL TO MILLSTONE GAP AND SW. BY TRAIL TO STATION.
 FB2650'A RD. AND TRAIL LEAD FROM ELLIJAY TO MILLSTONE GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2121 ***********************************************************************
 FB2121  DESIGNATION -  CHILL
 FB2121  PID         -  FB2121
 FB2121  STATE/COUNTY-  TN/KNOX
 FB2121  USGS QUAD   -  KNOXVILLE (1978)
 FB2121
 FB2121                         *CURRENT SURVEY CONTROL
 FB2121  ___________________________________________________________________
 FB2121* NAD 83(1995)-  35 57 58.90531(N)    083 58 18.37862(W)     ADJUSTED  
 FB2121* NAVD 88     -       327.802  (meters)    1075.46   (feet)  ADJUSTED  
 FB2121  ___________________________________________________________________
 FB2121  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FB2121  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2121  DYNAMIC HT  -         327.497 (meters)    1074.46  (feet)  COMP
 FB2121  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FB2121
 FB2121  HORZ ORDER  -  SECOND
 FB2121  VERT ORDER  -  SECOND    CLASS 0
 FB2121
 FB2121.The horizontal coordinates were established by classical geodetic methods
 FB2121.and adjusted by the National Geodetic Survey in April 1999..
 FB2121
 FB2121.The orthometric height was determined by differential leveling
 FB2121.and adjusted by the National Geodetic Survey in June 1991..
 FB2121
 FB2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2121
 FB2121.The geoid height was determined by GEOID03.
 FB2121
 FB2121.The dynamic height is computed by dividing the NAVD 88
 FB2121.geopotential number by the normal gravity value computed on the
 FB2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2121.degrees latitude (g = 980.6199 gals.).
 FB2121
 FB2121.The modeled gravity was interpolated from observed gravity values.
 FB2121
 FB2121;                    North         East     Units Scale Factor Converg.
 FB2121;SPC TN       -   183,078.841   782,928.110   MT  0.99995106   +1 11 14.7
 FB2121;SPC TN       -   600,651.16  2,568,656.64   sFT  0.99995106   +1 11 14.7
 FB2121;UTM  17      - 3,984,301.491   232,009.996   MT  1.00048504   -1 44 47.0
 FB2121;UTM  16      - 3,984,458.241   773,082.619   MT  1.00051900   +1 46 46.6
 FB2121
 FB2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2121!SPC TN       -   0.99995337  x   0.99995106  =   0.99990444
 FB2121!UTM  17      -   0.99995337  x   1.00048504  =   1.00043839
 FB2121!UTM  16      -   0.99995337  x   1.00051900  =   1.00047235
 FB2121
 FB2121|---------------------------------------------------------------------|
 FB2121| PID    Reference Object                     Distance      Geod. Az  |
 FB2121|                                                           dddmmss.s |
 FB2121| FB2122 CHILL RM 1                           19.284 METERS 17047     |
 FB2121| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 1.1 KM 2384816.5 |
 FB2121| FB2120 CHILL RM 2                           18.593 METERS 25033     |
 FB2121|---------------------------------------------------------------------|
 FB2121
 FB2121                          SUPERSEDED SURVEY CONTROL
 FB2121
 FB2121  NAD 83(1995)-  35 57 58.91276(N)    083 58 18.37655(W) AD(       ) 2
 FB2121  NAD 83(1986)-  35 57 58.91849(N)    083 58 18.37476(W) AD(       ) 2
 FB2121  NAD 27      -  35 57 58.62280(N)    083 58 18.70960(W) AD(       ) 2
 FB2121  NGVD 29 (??/??/92)  327.934  (m)         1075.90   (f) ADJ UNCH    2 0
 FB2121
 FB2121.Superseded values are not recommended for survey control.
 FB2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2121.See file dsdata.txt to determine how the superseded data were derived.
 FB2121
 FB2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3201084301(NAD 83)
 FB2121_MARKER: DE = TRAVERSE STATION DISK
 FB2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2121_STAMPING: CHILL 1960
 FB2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2121+STABILITY: SURFACE MOTION
 FB2121
 FB2121  HISTORY     - Date     Condition        Report By
 FB2121  HISTORY     - 1960     MONUMENTED       CGS
 FB2121  HISTORY     - 1961     GOOD             NGS
 FB2121  HISTORY     - 1982     GOOD             LOCENG
 FB2121
 FB2121                          STATION DESCRIPTION
 FB2121
 FB2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2121'THE STATION IS LOCATED AT THE EXTREME WEST EDGE OF KNOXVILLE, ON
 FB2121'PROPERTY OF THE KNOXVILLE UTILITY BOARD.  IT IS IN AN OPEN AREA
 FB2121'BOUNDED ON THE NORTH BY AZALEA AVENUE, ON THE EAST BY CHILLOCOTHE
 FB2121'STREET NW, AND ON THE SOUTH BY SANDERSON LANE.
 FB2121'
 FB2121'TO REACH THE STATION FROM THE PLEASANT RIDGE ELEMENTARY SCHOOL IN THE
 FB2121'PLEASANT RIDGE PARK COMMUNITY, GO SOUTHEASTERLY ON PLEASANT RIDGE
 FB2121'ROAD FOR 2.55 MILES TO BALL CAMP PIKE, (U.S. HIGHWAY NO. 62).  HERE
 FB2121'SHARP RIGHT, WEST, ON BALL CAMP
 FB2121'PIKE FOR 0.15 MILE TO CHILLOCOTHE STREET NW ON THE LEFT, TURN LEFT,
 FB2121'SOUTH, ON CHILLOCOTHE STREET NW FOR 0.5 MILE TO THE TOP OF
 FB2121'THE HILL AND THE STATION ON THE RIGHT.
 FB2121'
 FB2121'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED CHILL 1960, SET IN A
 FB2121'10-INCH, SQUARE, CONCRETE MONUMENT WHICH IS FLUSH. IT IS 99 FEET
 FB2121'NORTH OF THE MOST NORTHERLY ONE OF TWO POWER LINE POLES, 43 FEET
 FB2121'SOUTHWEST OF A LARGE OAK TREE, 38 FEET WEST OF THE CENTER OF
 FB2121'CHILLOCOTHE STREET NW, AND 2.2 FEET SOUTH OF A WITNESS SIGN.
 FB2121'
 FB2121'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CHILL NO 1 1960, SET
 FB2121'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 FB2121'IT IS 35.5 FEET NORTH OF THE MOST NORTHERLY ONE OF TWO POWER LINE
 FB2121'POLES, 30 FEET WEST OF THE CENTER OF CHILLOCOTHE STREET NW, AND
 FB2121'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.
 FB2121'
 FB2121'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CHILL NO 2 1960, SET
 FB2121'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 FB2121'IT IS 44 FEET NORTH OF A LARGE GUY POLE.
 FB2121'
 FB2121'NO AZIMUTH MARK WAS ESTABLISHED.  KNOXVILLE, RADIO STATION WIVK MAST
 FB2121'ABOUT 0.7 MILE WEST OF THE STATION WILL SERVE AS AN AZIMUTH MARK.
 FB2121'
 FB2121'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FB2121
 FB2121                          STATION RECOVERY (1961)
 FB2121
 FB2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2121'IN KNOXVILLE.
 FB2121'THIS MARK IS LOCATED AT THE INTERSECTION OF CHILLOCOTHE STREET
 FB2121'AND SANDERSON LANE AT THE CREST OF A STEEP HILL, 99 FT. NORTH
 FB2121'OF THE MOST NORTHERLY ON OF TWO POWER LINE POLES, 43 FT. SOUTHWEST
 FB2121'OF A LARGE OAK TREE, 38 FT. WEST OF THE CENTER OF CHILLOCOTHE
 FB2121'STREET, AND 2.2 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET
 FB2121'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3 FT.
 FB2121'BELOW THE LEVEL OF THE ROAD.
 FB2121
 FB2121                          STATION RECOVERY (1982)
 FB2121
 FB2121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2122 ***********************************************************************
 FB2122  DESIGNATION -  CHILL RM 1
 FB2122  PID         -  FB2122
 FB2122  STATE/COUNTY-  TN/KNOX
 FB2122  USGS QUAD   -  KNOXVILLE (1978)
 FB2122
 FB2122                         *CURRENT SURVEY CONTROL
 FB2122  ___________________________________________________________________
 FB2122* NAD 83(1986)-  35 57 58.     (N)    083 58 18.     (W)     SCALED    
 FB2122* NAVD 88     -       327.238  (meters)    1073.61   (feet)  ADJUSTED  
 FB2122  ___________________________________________________________________
 FB2122  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2122  DYNAMIC HT  -         326.934 (meters)    1072.62  (feet)  COMP
 FB2122  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FB2122
 FB2122  VERT ORDER  -  SECOND    CLASS 0
 FB2122
 FB2122.The horizontal coordinates were scaled from a topographic map and have
 FB2122.an estimated accuracy of +/- 6 seconds.
 FB2122
 FB2122.The orthometric height was determined by differential leveling
 FB2122.and adjusted by the National Geodetic Survey in June 1991..
 FB2122
 FB2122.The geoid height was determined by GEOID03.
 FB2122
 FB2122.The dynamic height is computed by dividing the NAVD 88
 FB2122.geopotential number by the normal gravity value computed on the
 FB2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2122.degrees latitude (g = 980.6199 gals.).
 FB2122
 FB2122.The modeled gravity was interpolated from observed gravity values.
 FB2122
 FB2122;                    North         East    Units  Estimated Accuracy
 FB2122;SPC TN       -   183,050.      782,940.      MT  (+/- 180 meters Scaled)
 FB2122
 FB2122                          SUPERSEDED SURVEY CONTROL
 FB2122
 FB2122  NGVD 29 (??/??/92)  327.370  (m)         1074.05   (f) ADJ UNCH    2 0
 FB2122
 FB2122.Superseded values are not recommended for survey control.
 FB2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2122.See file dsdata.txt to determine how the superseded data were derived.
 FB2122
 FB2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320842(NAD 83)
 FB2122_MARKER: DR = REFERENCE MARK DISK
 FB2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2122_STAMPING: CHILL NO 1 1960
 FB2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2122+STABILITY: SURFACE MOTION
 FB2122
 FB2122  HISTORY     - Date     Condition        Report By
 FB2122  HISTORY     - 1960     MONUMENTED       CGS
 FB2122  HISTORY     - 1961     GOOD             NGS
 FB2122  HISTORY     - 1982     GOOD             LOCENG
 FB2122
 FB2122                          STATION DESCRIPTION
 FB2122
 FB2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2122'IN KNOXVILLE.
 FB2122'THIS MARK IS LOCATED AT THE INTERSECTION OF CHILLOCOTHE STREET
 FB2122'AND SANDERSON LANE AT THE CREST OF A STEEP HILL, 63.3 FT. SOUTH
 FB2122'OF THE STATION MARK, 35.5 FT. NORTH OF THE MOST NORTHERLY ONE
 FB2122'OF TWO POWER LINE POLES, 30 FT. WEST OF THE CENTER OF CHILLOCOTHE
 FB2122'STREET.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB2122'THE GROUND AND ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
 FB2122
 FB2122                          STATION RECOVERY (1982)
 FB2122
 FB2122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2120 ***********************************************************************
 FB2120  DESIGNATION -  CHILL RM 2
 FB2120  PID         -  FB2120
 FB2120  STATE/COUNTY-  TN/KNOX
 FB2120  USGS QUAD   -  KNOXVILLE (1978)
 FB2120
 FB2120                         *CURRENT SURVEY CONTROL
 FB2120  ___________________________________________________________________
 FB2120* NAD 83(1986)-  35 57 58.     (N)    083 58 18.     (W)     SCALED    
 FB2120* NAVD 88     -       327.127  (meters)    1073.25   (feet)  ADJUSTED  
 FB2120  ___________________________________________________________________
 FB2120  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2120  DYNAMIC HT  -         326.823 (meters)    1072.25  (feet)  COMP
 FB2120  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FB2120
 FB2120  VERT ORDER  -  SECOND    CLASS 0
 FB2120
 FB2120.The horizontal coordinates were scaled from a topographic map and have
 FB2120.an estimated accuracy of +/- 6 seconds.
 FB2120
 FB2120.The orthometric height was determined by differential leveling
 FB2120.and adjusted by the National Geodetic Survey in June 1991..
 FB2120
 FB2120.The geoid height was determined by GEOID03.
 FB2120
 FB2120.The dynamic height is computed by dividing the NAVD 88
 FB2120.geopotential number by the normal gravity value computed on the
 FB2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2120.degrees latitude (g = 980.6199 gals.).
 FB2120
 FB2120.The modeled gravity was interpolated from observed gravity values.
 FB2120
 FB2120;                    North         East    Units  Estimated Accuracy
 FB2120;SPC TN       -   183,050.      782,940.      MT  (+/- 180 meters Scaled)
 FB2120
 FB2120                          SUPERSEDED SURVEY CONTROL
 FB2120
 FB2120  NGVD 29 (??/??/92)  327.259  (m)         1073.68   (f) ADJ UNCH    2 0
 FB2120
 FB2120.Superseded values are not recommended for survey control.
 FB2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2120.See file dsdata.txt to determine how the superseded data were derived.
 FB2120
 FB2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320842(NAD 83)
 FB2120_MARKER: DR = REFERENCE MARK DISK
 FB2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2120_STAMPING: CHILL NO 2 1960
 FB2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2120+STABILITY: SURFACE MOTION
 FB2120
 FB2120  HISTORY     - Date     Condition        Report By
 FB2120  HISTORY     - 1960     MONUMENTED       CGS
 FB2120  HISTORY     - 1961     GOOD             NGS
 FB2120  HISTORY     - 1982     GOOD             LOCENG
 FB2120
 FB2120                          STATION DESCRIPTION
 FB2120
 FB2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2120'IN KNOXVILLE.
 FB2120'THIS MARK IS LOCATED AT THE INTERSECTION OF CHILLOCOTHE STREET
 FB2120'AND SANDERSON LANE AT THE CREST OF A STEEP HILL, 61 FT. WEST
 FB2120'OF THE STATION MARK, AND 44 FT. NORTH OF A LARGE GUY POLE.  THE
 FB2120'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FB2120'AND ABOUT 6 FT. BELOW THE LEVEL OF THE ROAD.
 FB2120
 FB2120                          STATION RECOVERY (1982)
 FB2120
 FB2120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3395 ***********************************************************************
 GA3395  DESIGNATION -  CHIMNEY MT LOOKOUT TOWER
 GA3395  PID         -  GA3395
 GA3395  STATE/COUNTY-  TN/HAWKINS
 GA3395  USGS QUAD   -  LOVELACE (1971)
 GA3395
 GA3395                         *CURRENT SURVEY CONTROL
 GA3395  ___________________________________________________________________
 GA3395* NAD 83(1995)-  36 24 29.38367(N)    082 42 25.11623(W)     ADJUSTED  
 GA3395* NAVD 88     -                                                        
 GA3395  ___________________________________________________________________
 GA3395  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GA3395  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA3395
 GA3395  HORZ ORDER  -  THIRD
 GA3395
 GA3395.The horizontal coordinates were established by classical geodetic methods
 GA3395.and adjusted by the National Geodetic Survey in April 1999..
 GA3395
 GA3395
 GA3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3395
 GA3395.The geoid height was determined by GEOID03.
 GA3395
 GA3395;                    North         East     Units Scale Factor Converg.
 GA3395;SPC TN       -   235,173.786   895,317.426   MT  0.99999850   +1 55 40.3
 GA3395;SPC TN       -   771,566.00  2,937,387.26   sFT  0.99999850   +1 55 40.3
 GA3395;UTM  17      - 4,030,574.603   346,944.168   MT  0.99988863   -1 00 48.0
 GA3395
 GA3395                          SUPERSEDED SURVEY CONTROL
 GA3395
 GA3395  NAD 83(1995)-  36 24 29.38575(N)    082 42 25.11901(W) AD(       ) 4
 GA3395  NAD 83(1995)-  36 24 29.39313(N)    082 42 25.13433(W) AD(       ) 4
 GA3395  NAD 83(1995)-  36 24 29.38875(N)    082 42 25.11916(W) AD(       ) 4
 GA3395  NAD 83(1986)-  36 24 29.39124(N)    082 42 25.12021(W) AD(       ) 4
 GA3395  NAD 27      -  36 24 29.03010(N)    082 42 25.54850(W) AD(       ) 3
 GA3395
 GA3395.Superseded values are not recommended for survey control.
 GA3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3395.See file dsdata.txt to determine how the superseded data were derived.
 GA3395
 GA3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4694430575(NAD 83)
 GA3395_MARKER: 57 = LOOKOUT TOWER
 GA3395_MARK LOGO: CGS   
 GA3395
 GA3395  HISTORY     - Date     Condition        Report By
 GA3395  HISTORY     - 1961     FIRST OBSERVED   CGS
 GA3395
 GA3395                          STATION DESCRIPTION
 GA3395
 GA3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3395'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF FALL BRANCH, 3
 GA3395'MILES NORTH OF
 GA3395'JEAROLDSTOWN, AT THE TRI-COUNTY CORNER OF HAWKINS,
 GA3395'GREENE AND SULLIVAN AND ON THE
 GA3395'SOUTHWESTERLY AND HIGHEST KNOB OF THE
 GA3395'BAYS MOUNTAIN LOCALLY KNOWN AS CHIMNEY TOP
 GA3395'MOUNTAIN.
 GA3395'
 GA3395'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA3395'STATE HIGHWAY 81 FOR 1.5
 GA3395'MILES TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT
 GA3395'AND GO 5.5 MILES TO A SIDE ROAD ON
 GA3395'THE RIGHT, JUST AFTER PASSING A
 GA3395'CITIES SERVICE STATION ON THE RIGHT, TURN RIGHT AND
 GA3395'GO 1.0 MILE TO A
 GA3395'FORK, KEEP RIGHT AND GO 0.05 MILE TO A FORK, KEEP LEFT AND GO 0.15
 GA3395'MILE TO A WIRE
 GA3395'GATE AT A HOUSE ON THE RIGHT, PASS THROUGH GATE AND GO
 GA3395'0.45 MILE TO A GAP IN FENCE, PASS
 GA3395'THROUGH GAP AND GO 0.05 MILE TO A
 GA3395'FORK, KEEP RIGHT, UP HILL AND GO 0.5 MILE TO THE END
 GA3395'OF TRUCK TRAVEL.
 GA3395'HERE PACK NORTHERLY TO THE TOP OF THE RIDGE, THEN RIGHT ALONG RIDGE
 GA3395'TO THE TOP OF KNOB
 GA3395'AND THE STATION.
 GA3395'
 GA3395'THE STATION IS A 4-LEGGED WOODEN STRUCTURE WITH A CAB, ITS OVER-ALL
 GA3395'HEIGHT IS ABOUT 20 FEET.
 GA3395'
 GA3395'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHIMNEY TO
 GA3395'THE INTERSECTION OF
 GA3395'DIAGONALS BETWEEN THE BASE OF THE LEGS.  THIS WAS THE
 GA3395'POINT INTERSECTED.  THE DISTANCE
 GA3395'IS 4.815 METERS - 15.80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3396 ***********************************************************************
 GA3396  DESIGNATION -  CHIMNEY RESET
 GA3396  PID         -  GA3396
 GA3396  STATE/COUNTY-  TN/HAWKINS
 GA3396  USGS QUAD   -  LOVELACE (1971)
 GA3396
 GA3396                         *CURRENT SURVEY CONTROL
 GA3396  ___________________________________________________________________
 GA3396* NAD 83(1995)-  36 24 29.42548(N)    082 42 24.93002(W)     ADJUSTED  
 GA3396* NAVD 88     -       949.1    (meters)    3114.     (feet)  VERTCON   
 GA3396  ___________________________________________________________________
 GA3396  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA3396  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA3396
 GA3396  HORZ ORDER  -  FIRST
 GA3396
 GA3396.The horizontal coordinates were established by classical geodetic methods
 GA3396.and adjusted by the National Geodetic Survey in April 1999..
 GA3396
 GA3396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3396
 GA3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3396
 GA3396.The geoid height was determined by GEOID03.
 GA3396
 GA3396;                    North         East     Units Scale Factor Converg.
 GA3396;SPC TN       -   235,175.230   895,322.020   MT  0.99999850   +1 55 40.4
 GA3396;SPC TN       -   771,570.73  2,937,402.33   sFT  0.99999850   +1 55 40.4
 GA3396;UTM  17      - 4,030,575.809   346,948.829   MT  0.99988861   -1 00 47.9
 GA3396
 GA3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3396!SPC TN       -   0.99985600  x   0.99999850  =   0.99985450
 GA3396!UTM  17      -   0.99985600  x   0.99988861  =   0.99974462
 GA3396
 GA3396:                Primary Azimuth Mark                     Grid Az
 GA3396:SPC TN       -  CHIMNEY AZ MK                            054 10 49.4
 GA3396:UTM  17      -  CHIMNEY AZ MK                            057 07 17.7
 GA3396
 GA3396|---------------------------------------------------------------------|
 GA3396| PID    Reference Object                     Distance      Geod. Az  |
 GA3396|                                                           dddmmss.s |
 GA3396| DB9008 CHIMNEY AZ MK                                      0560629.8 |
 GA3396| GA3392 AIRWAY BEACON 23                    444.767 METERS 0564350.8 |
 GA3396| DB9011 CHIMNEY RM 3                          3.983 METERS 09240     |
 GA3396| DB9010 CHIMNEY RM 2                          3.551 METERS 17556     |
 GA3396| DB9009 CHIMNEY RM 1                          6.688 METERS 25404     |
 GA3396| GA3395 CHIMNEY MT LOOKOUT TOWER              4.815 METERS 25429     |
 GA3396|---------------------------------------------------------------------|
 GA3396
 GA3396                          SUPERSEDED SURVEY CONTROL
 GA3396
 GA3396  NAD 83(1995)-  36 24 29.42756(N)    082 42 24.93281(W) AD(       ) 1
 GA3396  NAD 83(1995)-  36 24 29.43494(N)    082 42 24.94812(W) AD(       ) 1
 GA3396  NAD 83(1995)-  36 24 29.43056(N)    082 42 24.93295(W) AD(       ) 1
 GA3396  NAD 83(1986)-  36 24 29.43304(N)    082 42 24.93401(W) AD(       ) 1
 GA3396  NAD 27      -  36 24 29.07191(N)    082 42 25.36232(W) AD(       ) 1
 GA3396  NGVD 29 (07/19/86)  949.2    (m)         3114.     (f) VERT ANG       
 GA3396
 GA3396.Superseded values are not recommended for survey control.
 GA3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3396.See file dsdata.txt to determine how the superseded data were derived.
 GA3396
 GA3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4694930576(NAD 83)
 GA3396_MARKER: H = DRILL HOLE
 GA3396_SETTING: 80 = SET IN A BOULDER
 GA3396
 GA3396  HISTORY     - Date     Condition        Report By
 GA3396  HISTORY     - 1894     MONUMENTED       CGS
 GA3396  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GA3396  HISTORY     - 1961     GOOD             CGS
 GA3396  HISTORY     - 1963     GOOD             TNHD
 GA3396  HISTORY     - 1964     GOOD             CGS
 GA3396
 GA3396                          STATION DESCRIPTION
 GA3396
 GA3396'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (AHB)
 GA3396'ABOUT 4-1/2 MILES WEST-SOUTHWEST OF FALL BRANCH, ABOUT 3 MILES NORTH
 GA3396'OF JEAROLDSTOWN, AT
 GA3396'TRICOUNTY CORNER OF HAWKINS, GREENE, AND SULLIVAN
 GA3396'COUNTIES, AND ON MOST SOUTHWESTERLY
 GA3396'AND HIGHEST KNOB OF SPUR OF BAYS
 GA3396'MOUNTAIN (KNOWN AS CHIMNEYTOP MOUNTAIN.  TO REACH FROM
 GA3396'POST OFFICE AT
 GA3396'FALL BRANCH, FOLLOW ROUTE 81 NORTH 1.5 MILES, TURN SHARPLY TO LEFT
 GA3396'ONTO GRAVEL ROAD,
 GA3396'GO 0.8 MILE, TURN ONTO T-ROAD TO RIGHT, FOLLOW MAIN
 GA3396'ROAD STRAIGHT AHEAD 3.7 MILES TO
 GA3396'FORK, TURN RIGHT AND GO 0.2 MILE TO
 GA3396'CHIMNEY TOP SCHOOL AND CHURCH, THENCE CONTINUE ON
 GA3396'FOOT BY TRAIL UP
 GA3396'RIDGE PAST HOUSE OF LOM (LUM) BAXTER 1-1/4 MILES TO TOP OF RIDGE,
 GA3396'TURN LEFT ALONG
 GA3396'FENCE LINE AND PROCEED ABOUT 1/4 MILE TO
 GA3396'TRIANGLE-BLAZED OAK ON WEST SIDE
 GA3396'OF CHIMNEYS, FROM WHICH POINT CLIMB
 GA3396'TO TOP OF CLIFF AND CONTINUE ALONG TOP ABOUT 1/2
 GA3396'MILE TO TOP OF KNOB
 GA3396'AND STATION SITE AT NORTHERN END OF RIDGE.  MARK WAS DRILL HOLE AT
 GA3396'INTERSECTION OF
 GA3396'NORTH-SOUTH AND EAST-WEST GROOVES CUT IN ROCK IN
 GA3396'SITU.  WITNESS MARKS WERE DRILL
 GA3396'HOLES, AT MORE DISTANT ENDS OF ARROWS
 GA3396'WHICH POINTED TOWARD STATION, CUT IN ROCK.  ONE
 GA3396'WAS 11 FEET 8 INCHES
 GA3396'FROM STATION S 4 DEG 18 MIN E,  SECOND WAS 6.688 METERS
 GA3396'(21.94 FEET)
 GA3396'FROM STATION S 74 DEG 04 MIN W, AND THIRD WAS 10 FEET 8 INCHES
 GA3396'FROM STATION N 12 DEG 16 MIN W.
 GA3396
 GA3396                          STATION RECOVERY (1934)
 GA3396
 GA3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GA3396'IN 1934 STANDARD STATION DISK WAS SET IN DRILL HOLE OF STATION
 GA3396'MARK, AND TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 GA3396'ESTABLISHED BY SETTING STANDARD REFERENCE DISKS IN BOULDERS.
 GA3396'REFERENCE MARK NO. 1 IS ALONG TOP OF RIDGE, IN OLD DRILL HOLE,
 GA3396'6.688 METERS (21.94 FEET) FROM STATION S 74 DEG 04 MIN W.
 GA3396'NO. 2 IS ON DOWNWARD SLOPE OF RIDGE, 3.551 METERS (11.65
 GA3396'FEET) FROM STATION.  AZIMUTH MARK IS ON
 GA3396'KNOB SLIGHTLY LOWER THAN AND 0.25 MILE FROM STATION.
 GA3396'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM
 GA3396'STATION - KINGSPORT, EASTMAN KODAK CORPORATION, STACK, 12
 GA3396'MILES, 049 DEG 02 MIN 13 SEC, AND FALL BRANCH BAPTIST CHURCH
 GA3396'(WHITE), 5 MILES, 082 DEG 19 MIN 54 SEC.
 GA3396
 GA3396                          STATION RECOVERY (1961)
 GA3396
 GA3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3396'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GA3396'RECOVERED AND FOUND IN FAIR
 GA3396'CONDITION, THE DISKS HAVE BEEN DEFACED AND ARE NOT VERY
 GA3396'LEGIBLE.  REFERENCE MARK NO.  1
 GA3396'WAS NOT FOUND.  THIS PARTY
 GA3396'ESTABLISHED REFERENCE MARK NO. 3.  A LOOKOUT TOWER
 GA3396'HAS BEEN BUILT NEAR
 GA3396'THE STATION.
 GA3396'
 GA3396'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF FALL BRANCH,
 GA3396'ABOUT 3 MILES NORTH OF
 GA3396'JEAROLDSTOWN, AT THE TRI-COUNTY CORNER OF HAWKINS,
 GA3396'GREENE AND SULLIVAN AND ON THE
 GA3396'SOUTHWESTERLY AND HIGHEST KNOB OF THE
 GA3396'BAYS MOUNTAIN LOCALLY KNOWN AS CHIMNEY TOP
 GA3396'MOUNTAIN.
 GA3396'
 GA3396'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA3396'STATE HIGHWAY 81 FOR 1.5
 GA3396'MILES TO A SIDE ROAD ON THE LEFT TURN SHARP LEFT
 GA3396'AND GO 5.5 MILES TO A SIDE ROAD ON
 GA3396'THE RIGHT, JUST AFTER PASSING A
 GA3396'CITIES SERVICE STATION ON THE RIGHT, TURN RIGHT AND
 GA3396'GO 1.0 MILE TO A
 GA3396'FORK, KEEP RIGHT AND GO 0.05 MILE TO A FORK, KEEP LEFT AND GO 0.15
 GA3396'MILE TO A WIRE
 GA3396'GATE AT A HOUSE ON THE RIGHT, PASS THROUGH GATE AND GO
 GA3396'0.45 MILE TO A GAP IN FENCE, PASS
 GA3396'THROUGH GAP AND GO 0.05 MILE TO A
 GA3396'FORK, KEEP RIGHT, UP HILL AND GO 0.5 MILE TO THE END
 GA3396'OF TRUCK TRAVEL.
 GA3396'HERE PACK NORTHERLY TO THE TOP OF THE RIDGE, THEN RIGHT ALONG RIDGE
 GA3396'TO THE TOP OF KNOB
 GA3396'AND THE STATION NEAR THE LOOKOUT TOWER.
 GA3396'
 GA3396'THE STATION MARK IS A STANDARD DISK, STAMPED CHIMNEY 1934, CEMENTED
 GA3396'IN A DRILLED HOLE IN
 GA3396'A BOULDER FLUSH.  THE BOULDER PROJECTS ABOUT 2 FEET
 GA3396'ON THE EASTERN SIDE.  IT IS 11.3
 GA3396'FEET EAST OF THE SOUTHEAST LEG OF
 GA3396'THE LOOKOUT TOWER.
 GA3396'
 GA3396'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CHIMNEY NO 2 1934,
 GA3396'CEMENTED IN A DRILLED HOLE
 GA3396'IN A BOULDER FLUSH.  THE BOULDER PROJECTS ABOUT 2 FEET
 GA3396'OF THE SOUTHERN SIDE.  IT IS 12.4
 GA3396'FEET SOUTH OF THE SOUTHEAST LEG OF
 GA3396'THE LOOKOUT TOWER.
 GA3396'
 GA3396'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CHIMNEY NO 3 1894
 GA3396'1934, CEMENTED IN A
 GA3396'DRILLED HOLE IN A BOULDER FLUSH.  IT IS 23.8 FEET EAST
 GA3396'OF THE SOUTHEAST LEG OF THE
 GA3396'LOOKOUT TOWER.
 GA3396'
 GA3396'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED CHIMNEY AZI
 GA3396'1934, CEMENTED IN A
 GA3396'DRILLED HOLE IN A BOULDER FLUSH.  IT IS 35 FEET
 GA3396'NORTHWEST OF THE AIRWAY BEACON
 GA3396'NO. 23 AND SET ON THE NORTHERN SLOPE
 GA3396'OF THE RIDGE.
 GA3396
 GA3396                          STATION RECOVERY (1963)
 GA3396
 GA3396'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3396'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GA3396'HORIZONTAL DISTANCES
 GA3396'WERE MEASURED BETWEEN THE STATION AND THE REFERENCE MARKS
 GA3396'AND WERE FOUND TO CHECK THE
 GA3396'1961 MEASUREMENTS.  THE 1961 DESCRIPTION
 GA3396'IS ADEQUATE.
 GA3396
 GA3396                          STATION RECOVERY (1964)
 GA3396
 GA3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3396'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AND
 GA3396'FOUND FAIR CONDITION.
 GA3396'ALL DISKS HAVE BEEN DEFACED AND ARE NOT VERY
 GA3396'LEGIBLE.  THE DESCRIPTION TO REACH
 GA3396'THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0631 ***********************************************************************
 GB0631  DESIGNATION -  CHISELED SQUARE
 GB0631  PID         -  GB0631
 GB0631  STATE/COUNTY-  TN/ANDERSON
 GB0631  USGS QUAD   -  NORRIS (1990)
 GB0631
 GB0631                         *CURRENT SURVEY CONTROL
 GB0631  ___________________________________________________________________
 GB0631* NAD 83(1986)-  36 11 33.     (N)    084 03 16.     (W)     SCALED    
 GB0631* NAVD 88     -       288.34   (+/-2cm)     946.0    (feet)  VERTCON   
 GB0631  ___________________________________________________________________
 GB0631  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0631
 GB0631  VERT ORDER  -  ? (See Below)
 GB0631
 GB0631.The horizontal coordinates were scaled from a topographic map and have
 GB0631.an estimated accuracy of +/- 6 seconds.
 GB0631
 GB0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0631.The vertical order pertains to the NGVD 29 superseded value.
 GB0631
 GB0631.The geoid height was determined by GEOID03.
 GB0631
 GB0631;                    North         East    Units  Estimated Accuracy
 GB0631;SPC TN       -   208,010.      774,970.      MT  (+/- 180 meters Scaled)
 GB0631
 GB0631                          SUPERSEDED SURVEY CONTROL
 GB0631
 GB0631  NGVD 29 (??/??/92)  288.469  (m)          946.42   (f) ADJ UNCH    ?  
 GB0631
 GB0631.Superseded values are not recommended for survey control.
 GB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0631.See file dsdata.txt to determine how the superseded data were derived.
 GB0631
 GB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF648093(NAD 83)
 GB0631_MARKER: Q = CHISELED SQUARE
 GB0631_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0631_SP_SET: UNSPECIFIED ROCK
 GB0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0631
 GB0631  HISTORY     - Date     Condition        Report By
 GB0631  HISTORY     - UNK      MONUMENTED       RBNF
 GB0631  HISTORY     - 1936     GOOD             NGS
 GB0631
 GB0631                          STATION DESCRIPTION
 GB0631
 GB0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0631'1.1 MI SW FROM ANDERSONVILLE.
 GB0631'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0631'AT ANDERSONVILLE, ANDERSON COUNTY, AND ON THE TOP OF A ROCK.  A
 GB0631'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1047 ***********************************************************************
 FE1047  DESIGNATION -  CHISELED SQUARE
 FE1047  PID         -  FE1047
 FE1047  STATE/COUNTY-  TN/HARDEMAN
 FE1047  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1047
 FE1047                         *CURRENT SURVEY CONTROL
 FE1047  ___________________________________________________________________
 FE1047* NAD 83(1986)-  35 16 38.     (N)    089 03 53.     (W)     SCALED    
 FE1047* NAVD 88     -       145.761  (meters)     478.22   (feet)  ADJUSTED  
 FE1047  ___________________________________________________________________
 FE1047  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE1047  DYNAMIC HT  -         145.627 (meters)     477.78  (feet)  COMP
 FE1047  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 FE1047
 FE1047  VERT ORDER  -  SECOND    CLASS 0
 FE1047
 FE1047.The horizontal coordinates were scaled from a topographic map and have
 FE1047.an estimated accuracy of +/- 6 seconds.
 FE1047
 FE1047.The orthometric height was determined by differential leveling
 FE1047.and adjusted by the National Geodetic Survey in June 1991..
 FE1047
 FE1047.The geoid height was determined by GEOID03.
 FE1047
 FE1047.The dynamic height is computed by dividing the NAVD 88
 FE1047.geopotential number by the normal gravity value computed on the
 FE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1047.degrees latitude (g = 980.6199 gals.).
 FE1047
 FE1047.The modeled gravity was interpolated from observed gravity values.
 FE1047
 FE1047;                    North         East    Units  Estimated Accuracy
 FE1047;SPC TN       -   109,090.      321,220.      MT  (+/- 180 meters Scaled)
 FE1047
 FE1047                          SUPERSEDED SURVEY CONTROL
 FE1047
 FE1047  NGVD 29 (??/??/??)  145.746  (m)          478.17   (f) ADJUSTED    2 0
 FE1047
 FE1047.Superseded values are not recommended for survey control.
 FE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1047.See file dsdata.txt to determine how the superseded data were derived.
 FE1047
 FE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE122057(NAD 83)
 FE1047_MARKER: Q = CHISELED SQUARE
 FE1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1047_SP_SET: CULVERT
 FE1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1047
 FE1047  HISTORY     - Date     Condition        Report By
 FE1047  HISTORY     - UNK      MONUMENTED       CGS
 FE1047  HISTORY     - 1935     GOOD             CGS
 FE1047  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1047
 FE1047                          STATION DESCRIPTION
 FE1047
 FE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1047'4.6 MI W FROM BOLIVAR.
 FE1047'4.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1047'PLANT AT BOLIVAR, HARDEMAN COUNTY, 0.8 MILE WEST OF BENCH MARK
 FE1047'G 72 DESCRIBED BELOW, AT THE FOOT OF A HILL, AT A CULVERT, AND ON
 FE1047'THE TOP OF THE WEST END OF A SOUTH HEADWALL.  A CHISELED SQUARE.
 FE1047
 FE1047                          STATION RECOVERY (2002)
 FE1047
 FE1047'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1047'NO SIGN OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2377 ***********************************************************************
 GB2377  DESIGNATION -  CHOATE
 GB2377  PID         -  GB2377
 GB2377  STATE/COUNTY-  TN/FENTRESS
 GB2377  USGS QUAD   -  RIVERTON (1981)
 GB2377
 GB2377                         *CURRENT SURVEY CONTROL
 GB2377  ___________________________________________________________________
 GB2377* NAD 83(1995)-  36 29 45.61466(N)    085 04 17.19988(W)     ADJUSTED  
 GB2377* NAVD 88     -       542.75   (+/-2cm)    1780.7    (feet)  VERTCON   
 GB2377  ___________________________________________________________________
 GB2377  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 GB2377  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2377
 GB2377  HORZ ORDER  -  SECOND
 GB2377  VERT ORDER  -  THIRD ? (See Below)
 GB2377
 GB2377.The horizontal coordinates were established by classical geodetic methods
 GB2377.and adjusted by the National Geodetic Survey in April 1999..
 GB2377
 GB2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2377.The vertical order pertains to the NGVD 29 superseded value.
 GB2377
 GB2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2377
 GB2377.The geoid height was determined by GEOID03.
 GB2377
 GB2377;                    North         East     Units Scale Factor Converg.
 GB2377;SPC TN       -   240,347.281   683,194.594   MT  1.00001503   +0 32 37.0
 GB2377;SPC TN       -   788,539.37  2,241,447.60   sFT  1.00001503   +0 32 37.0
 GB2377;UTM  16      - 4,040,694.220   672,730.807   MT  0.99996760   +1 08 50.4
 GB2377
 GB2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2377!SPC TN       -   0.99991953  x   1.00001503  =   0.99993456
 GB2377!UTM  16      -   0.99991953  x   0.99996760  =   0.99988713
 GB2377
 GB2377:                Primary Azimuth Mark                     Grid Az
 GB2377:SPC TN       -  CHOATE AZ MK                             009 25 39.1
 GB2377:UTM  16      -  CHOATE AZ MK                             008 49 25.7
 GB2377
 GB2377|---------------------------------------------------------------------|
 GB2377| PID    Reference Object                     Distance      Geod. Az  |
 GB2377|                                                           dddmmss.s |
 GB2377| CG5086 CHOATE AZ MK                                       0095816.1 |
 GB2377| GB2382 PILOT                               APPROX.16.8 KM 2414028.3 |
 GB2377| CG5088 CHOATE RM 2                          32.153 METERS 25035     |
 GB2377| CG5087 CHOATE RM 1                          32.589 METERS 32152     |
 GB2377|---------------------------------------------------------------------|
 GB2377
 GB2377                          SUPERSEDED SURVEY CONTROL
 GB2377
 GB2377  NAD 83(1995)-  36 29 45.61473(N)    085 04 17.20073(W) AD(       ) 2
 GB2377  NAD 83(1995)-  36 29 45.62512(N)    085 04 17.20424(W) AD(       ) 2
 GB2377  NAD 83(1986)-  36 29 45.62557(N)    085 04 17.20514(W) AD(       ) 2
 GB2377  NAD 27      -  36 29 45.38300(N)    085 04 17.37800(W) AD(       ) 2
 GB2377  NGVD 29 (07/19/86)  542.85   (m)         1781.0    (f) LEVELING    3  
 GB2377
 GB2377.Superseded values are not recommended for survey control.
 GB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2377.See file dsdata.txt to determine how the superseded data were derived.
 GB2377
 GB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF7273140694(NAD 83)
 GB2377_MARKER: DS = TRIANGULATION STATION DISK
 GB2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2377
 GB2377  HISTORY     - Date     Condition        Report By
 GB2377  HISTORY     - 1935     MONUMENTED       CGS
 GB2377
 GB2377                          STATION DESCRIPTION
 GB2377
 GB2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2377'STATION IS 5-3/4 MILES SE OF BYRDSTOWN, 8-1/2 MILES S OF THE
 GB2377'TENNESSEE-KENTUCKY STATE LINE, 9-1/2 MILES NE OF JAMESTOWN, ON THE
 GB2377'HIGHEST PART OF RIDGE WHICH IS PART OF DOUBLETOP MOUNTAIN, BETWEEN
 GB2377'THE OBEY RIVER AND CRICKET CREEK, ON THE PROPERTY OF MR. J.K.
 GB2377'CHOATE.
 GB2377'
 GB2377'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2377'DISKS SET IN CONCRETE.
 GB2377'
 GB2377'STATION IS IN A CLEARED FIELD OVER-GROWN WITH BRUSH, 300 YARDS E OF
 GB2377'HOME OF DAVE STEVENS, 115 PACES N OF ROAD, 25 PACES NW OF A 3-FOOT
 GB2377'CHESTNUT TREE WITH A TRIANGULAR BLAZE, 29 FEET WSW OF STUMP 3 FEET
 GB2377'HIGH, AND 60.7 FEET WNW OF A 12-INCH WHITE OAK WHICH IS LEANING TO
 GB2377'THE N.
 GB2377'
 GB2377'REFERENCE MARK NO. 1 IS NW OF STATION IN FIELD AND PROJECTS 3 INCHES.
 GB2377'
 GB2377'REFERENCE MARK NO. 2 IS WSW OF STATION, 22 YARDS E OF A 24-INCH
 GB2377'DOUBLE OAK, AND PROJECTS 6 INCHES.
 GB2377'
 GB2377'AZIMUTH MARK IS N OF STATION AT POINT WHERE RIDGE STARTS SLOPING OFF
 GB2377'SHARPLY TO THE NW, 4 YARDS SOUTHERLY FROM FRINGE OF WOODS, AND IS
 GB2377'FLUSH WITH THE GROUND.
 GB2377'
 GB2377'TO REACH FROM STATIC POST OFFICE, AT THE JUNCTION OF ROUTES 42 AND
 GB2377'28, GO SOUTHERLY ON ROUTE 28 FOR 15.4 MILES TO A GRAVEL T-ROAD
 GB2377'RIGHT.  TURN RIGHT AND GO 6.3 MILES TO THE DOUBLETOP STORE ON LEFT.
 GB2377'CONTINUE 1.0 MILE TO FORKS JUST BEYOND SCHOOLHOUSE, TAKE THE
 GB2377'RIGHT FORK AND GO 0.25 MILE TO A 9-INCH PINE, WITH TRIANGULAR BLAZE
 GB2377'AND STATION 100 YARDS TO THE N.
 GB2377'
 GB2377'A 90-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2366 ***********************************************************************
 GB2366  DESIGNATION -  CHOWNING
 GB2366  PID         -  GB2366
 GB2366  STATE/COUNTY-  TN/CLAY
 GB2366  USGS QUAD   -  DALE HOLLOW RESERVOIR SE (1968)
 GB2366
 GB2366                         *CURRENT SURVEY CONTROL
 GB2366  ___________________________________________________________________
 GB2366* NAD 83(1995)-  36 31 58.69752(N)    085 21 53.96292(W)     ADJUSTED  
 GB2366* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 GB2366  ___________________________________________________________________
 GB2366  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GB2366  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2366
 GB2366  HORZ ORDER  -  SECOND
 GB2366
 GB2366.The horizontal coordinates were established by classical geodetic methods
 GB2366.and adjusted by the National Geodetic Survey in April 1999..
 GB2366
 GB2366.The orthometric height was scaled from a topographic map.
 GB2366
 GB2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2366
 GB2366.The geoid height was determined by GEOID03.
 GB2366
 GB2366;                    North         East     Units Scale Factor Converg.
 GB2366;SPC TN       -   244,239.405   656,868.033   MT  1.00002270   +0 22 18.3
 GB2366;SPC TN       -   801,308.78  2,155,074.54   sFT  1.00002270   +0 22 18.3
 GB2366;UTM  16      - 4,044,308.810   646,367.515   MT  0.99986395   +0 58 24.5
 GB2366
 GB2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2366!SPC TN       -   0.99994313  x   1.00002270  =   0.99996583
 GB2366!UTM  16      -   0.99994313  x   0.99986395  =   0.99980709
 GB2366
 GB2366:                Primary Azimuth Mark                     Grid Az
 GB2366:SPC TN       -  BARNES                                   086 43 09.2
 GB2366:UTM  16      -  BARNES                                   086 07 03.0
 GB2366
 GB2366|---------------------------------------------------------------------|
 GB2366| PID    Reference Object                     Distance      Geod. Az  |
 GB2366|                                                           dddmmss.s |
 GB2366| GB2365 BARNES                              APPROX. 9.6 KM 0870527.5 |
 GB2366| CG5089 CHOWNING AZ MK                                     1104858.1 |
 GB2366| CG5090 CHOWNING RM 1                        21.174 METERS 18919     |
 GB2366| CG5091 CHOWNING RM 2                        20.613 METERS 29517     |
 GB2366|---------------------------------------------------------------------|
 GB2366
 GB2366                          SUPERSEDED SURVEY CONTROL
 GB2366
 GB2366  NAD 83(1995)-  36 31 58.69799(N)    085 21 53.96359(W) AD(       ) 2
 GB2366  NAD 83(1995)-  36 31 58.70727(N)    085 21 53.96726(W) AD(       ) 2
 GB2366  NAD 83(1986)-  36 31 58.70847(N)    085 21 53.96762(W) AD(       ) 2
 GB2366  NAD 27      -  36 31 58.48200(N)    085 21 54.09600(W) AD(       ) 2
 GB2366
 GB2366.Superseded values are not recommended for survey control.
 GB2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2366.See file dsdata.txt to determine how the superseded data were derived.
 GB2366
 GB2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4636844309(NAD 83)
 GB2366_MARKER: DS = TRIANGULATION STATION DISK
 GB2366_SETTING: 66 = SET IN ROCK OUTCROP
 GB2366
 GB2366  HISTORY     - Date     Condition        Report By
 GB2366  HISTORY     - 1949     MONUMENTED       CGS
 GB2366  HISTORY     - 1976     GOOD             NGS
 GB2366
 GB2366                          STATION DESCRIPTION
 GB2366
 GB2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2366'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LIVINGSTON AND 8 MILES
 GB2366'SOUTHEAST OF CELINA. IT IS 20 FEET SOUTH OF AN 8 INCH HICKORY TREE
 GB2366'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 9 FEET SOUTHWEST OF A 12
 GB2366'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 9 FEET
 GB2366'NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GB2366'STAMPED CHOWNING 1949.
 GB2366'
 GB2366'REFERENCE MARK NO. 1 IS 13 FEET SOUTH OF AN 8 INCH CEDAR TREE WITH A
 GB2366'TRIANGLE BLAZE ON THE SOUTH SIDE. THE MARK PROJECTS ABOUT 1 FOOT AND
 GB2366'THE DISK IS STAMPED CHOWNING NO 1 1949.
 GB2366'
 GB2366'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF AN 8 INCH OAK TREE WITH A
 GB2366'TRIANGLE BLAZE ON THE SOUTH SIDE. THE MARK IS FLUSH AND THE DISK IS
 GB2366'STAMPED CHOWNING NO 2 1949.
 GB2366'
 GB2366'AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2
 GB2366'FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 4
 GB2366'INCHES AND THE DISK IS STAMPED CHOWNING 1949.
 GB2366'
 GB2366'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2366'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 4.7 MILES TO
 GB2366'A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 6.8 MILES TO A GRAVEL
 GB2366'T-ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 1.4 MILE TO A GRAVEL
 GB2366'T-ROAD LEFT, TURN LEFT AND GO WEST FOR 0.9 MILE TO A T-ROAD LEFT,
 GB2366'TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GB2366'FOR 0.55 MILE TO A DIM WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND
 GB2366'GO 0.25 MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2366'
 GB2366'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2366
 GB2366                          STATION RECOVERY (1976)
 GB2366
 GB2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB2366'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB2366'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE MARK COULD NOT BE
 GB2366'CHECKED BY ANGLE DUE TO TREES AT THE STATION SITE.  THE DESCRIPTION
 GB2366'IS GOOD WITH THE FOLLOWING.
 GB2366'
 GB2366'THE STATION MARK IS 19 FEET NORTH WEST OF AN 8 INCH HICKORY TREE WITH
 GB2366'A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 6 FEET NORTHEAST OF A 10
 GB2366'INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE.
 GB2366'
 GB2366'REFERENCE MARK 1 IS 4 FEET NORTHWEST OF AN 8 INCH CEDAR TREE WITH A
 GB2366'TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 9 FEET SOUTHEAST OF A 10
 GB2366'INCH CEDAR TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.
 GB2366'
 GB2366'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF A 14 INCH OAK TREE WITH A
 GB2366'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE AND 4 FEET SOUTHWEST OF A 6
 GB2366'INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE.
 GB2366'
 GB2366'THE 6.8 MILES IN THE TO REACH SHOULD BE 5.8 MILES.
 GB2366'
 GB2366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 GB2366'SOUTHEAST OF CELINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0625 ***********************************************************************
 FE0625  DESIGNATION -  CHRISTMAS
 FE0625  PID         -  FE0625
 FE0625  STATE/COUNTY-  TN/MADISON
 FE0625  USGS QUAD   -  JACKSON NORTH (1983)
 FE0625
 FE0625                         *CURRENT SURVEY CONTROL
 FE0625  ___________________________________________________________________
 FE0625* NAD 83(1995)-  35 40 48.41217(N)    088 46 50.88178(W)     ADJUSTED  
 FE0625* NAVD 88     -       159.363  (meters)     522.84   (feet)  ADJUSTED  
 FE0625  ___________________________________________________________________
 FE0625  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE0625  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0625  DYNAMIC HT  -         159.221 (meters)     522.38  (feet)  COMP
 FE0625  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0625
 FE0625  HORZ ORDER  -  SECOND
 FE0625  VERT ORDER  -  SECOND    CLASS 0
 FE0625
 FE0625.The horizontal coordinates were established by classical geodetic methods
 FE0625.and adjusted by the National Geodetic Survey in April 1999..
 FE0625
 FE0625.The orthometric height was determined by differential leveling
 FE0625.and adjusted by the National Geodetic Survey in June 1991..
 FE0625
 FE0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0625
 FE0625.The geoid height was determined by GEOID03.
 FE0625
 FE0625.The dynamic height is computed by dividing the NAVD 88
 FE0625.geopotential number by the normal gravity value computed on the
 FE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0625.degrees latitude (g = 980.6199 gals.).
 FE0625
 FE0625.The modeled gravity was interpolated from observed gravity values.
 FE0625
 FE0625;                    North         East     Units Scale Factor Converg.
 FE0625;SPC TN       -   152,999.974   348,310.085   MT  0.99995199   -1 37 40.8
 FE0625;SPC TN       -   501,967.41  1,142,747.34   sFT  0.99995199   -1 37 40.8
 FE0625;UTM  16      - 3,949,930.406   338,846.652   MT  0.99992003   -1 02 20.0
 FE0625
 FE0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0625!SPC TN       -   0.99997942  x   0.99995199  =   0.99993141
 FE0625!UTM  16      -   0.99997942  x   0.99992003  =   0.99989945
 FE0625
 FE0625|---------------------------------------------------------------------|
 FE0625| PID    Reference Object                     Distance      Geod. Az  |
 FE0625|                                                           dddmmss.s |
 FE0625| FE0624 CHRISTMAS RM 2                        8.521 METERS 00013     |
 FE0625| FE0627 TS E 1                              APPROX. 2.1 KM 0885947.5 |
 FE0625| FE0623 CHRISTMAS RM 1                       27.497 METERS 11332     |
 FE0625|---------------------------------------------------------------------|
 FE0625
 FE0625                          SUPERSEDED SURVEY CONTROL
 FE0625
 FE0625  NAD 83(1995)-  35 40 48.41649(N)    088 46 50.88685(W) AD(       ) 2
 FE0625  NAD 83(1986)-  35 40 48.42348(N)    088 46 50.88261(W) AD(       ) 2
 FE0625  NAD 27      -  35 40 48.17320(N)    088 46 50.66950(W) AD(       ) 2
 FE0625  NGVD 29 (??/??/??)  159.399  (m)          522.96   (f) ADJUSTED    2 0
 FE0625
 FE0625.Superseded values are not recommended for survey control.
 FE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0625.See file dsdata.txt to determine how the superseded data were derived.
 FE0625
 FE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3884749930(NAD 83)
 FE0625_MARKER: DS = TRIANGULATION STATION DISK
 FE0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0625_STAMPING: CHRISTMAS 1958
 FE0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0625+STABILITY: SURFACE MOTION
 FE0625
 FE0625  HISTORY     - Date     Condition        Report By
 FE0625  HISTORY     - 1959     MONUMENTED       CGS
 FE0625  HISTORY     - 1959     GOOD             CGS
 FE0625  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0625
 FE0625                          STATION DESCRIPTION
 FE0625
 FE0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0625'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH-NORTHEAST OF THE
 FE0625'CENTER OF JACKSON, ALONG THE WEST SIDE OF CHRISTMASVILLE
 FE0625'ROAD.
 FE0625'
 FE0625'THE STATION IS A STANDARD TRAVERSE STATION MARK DISK STAMPED
 FE0625'CHRISTMAS 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE0625'WHICH IS ABOUT FLUSH WITH THE GROUND. IT IS 33 FEET WEST OF THE
 FE0625'CENTER OF CHRISTMASVILLE ROAD, 30 FEET SOUTH-SOUTHEAST OF
 FE0625'THE SOUTHEAST CORNER OF A GARAGE AND 2 FEET EAST OF A WHITE WITNESS
 FE0625'POST.
 FE0625'
 FE0625'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHRISTMAS NO 1
 FE0625'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE0625'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FE0625'ELEVATION AS THE STATION. IT IS 36 FEET EAST OF THE CENTER OF
 FE0625'CHRISTMASVILLE ROAD.
 FE0625'
 FE0625'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHRISTMAS NO 2
 FE0625'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE0625'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FE0625'ELEVATION AS THE STATION. IT IS 55 FEET WEST OF THE CENTER OF
 FE0625'CHRISTMASVILLE ROAD.
 FE0625'
 FE0625'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0625'HIGHWAY 45 (TRUCK ROUTE) IN EAST JACKSON, GO NORTH ON STATE
 FE0625'HIGHWAY 45 FOR 1.3 MILES, KEEP STRAIGHT AHEAD, LEAVING STATE HIGHWAY
 FE0625'45, NORTHEASTERLY ON ROYAL STREET WHICH LATER BECOMES
 FE0625'CHRISTMASVILLE ROAD FOR 3.1 MILES TO A RAILROAD OVERPASS. PASS UNDER
 FE0625'AND CONTINUE NORTHEASTERLY ON CHRISTMASVILLE ROAD FOR 0.6 TO
 FE0625'A WHITE WITNESS POST ON THE LEFT, WEST SIDE AND THE STATION.
 FE0625
 FE0625                          STATION RECOVERY (1959)
 FE0625
 FE0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0625'9.6 MI N FROM JACKSON.
 FE0625'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0625'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.8 MILES NORTHEAST ALONG
 FE0625'INTERSTATE HIGHWAY 40, THENCE .15 MILES NORTH ALONG CHRISTMASVILLE
 FE0625'ROAD.  IT IS 33 FEET WEST OF THE CENTER LINE OF CHRISTMASVILLE
 FE0625'ROAD, 30 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A GARAGE
 FE0625'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  THE MARK IS SET
 FE0625'IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE GROUND.
 FE0625
 FE0625                          STATION RECOVERY (2002)
 FE0625
 FE0625'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0623 ***********************************************************************
 FE0623  DESIGNATION -  CHRISTMAS RM 1
 FE0623  PID         -  FE0623
 FE0623  STATE/COUNTY-  TN/MADISON
 FE0623  USGS QUAD   -  JACKSON NORTH (1983)
 FE0623
 FE0623                         *CURRENT SURVEY CONTROL
 FE0623  ___________________________________________________________________
 FE0623* NAD 83(1986)-  35 40 48.     (N)    088 46 50.     (W)     SCALED    
 FE0623* NAVD 88     -       159.239  (meters)     522.44   (feet)  ADJUSTED  
 FE0623  ___________________________________________________________________
 FE0623  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0623  DYNAMIC HT  -         159.098 (meters)     521.97  (feet)  COMP
 FE0623  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0623
 FE0623  VERT ORDER  -  SECOND    CLASS 0
 FE0623
 FE0623.The horizontal coordinates were scaled from a topographic map and have
 FE0623.an estimated accuracy of +/- 6 seconds.
 FE0623
 FE0623.The orthometric height was determined by differential leveling
 FE0623.and adjusted by the National Geodetic Survey in June 1991..
 FE0623
 FE0623.The geoid height was determined by GEOID03.
 FE0623
 FE0623.The dynamic height is computed by dividing the NAVD 88
 FE0623.geopotential number by the normal gravity value computed on the
 FE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0623.degrees latitude (g = 980.6199 gals.).
 FE0623
 FE0623.The modeled gravity was interpolated from observed gravity values.
 FE0623
 FE0623;                    North         East    Units  Estimated Accuracy
 FE0623;SPC TN       -   152,990.      348,330.      MT  (+/- 180 meters Scaled)
 FE0623
 FE0623                          SUPERSEDED SURVEY CONTROL
 FE0623
 FE0623  NGVD 29 (??/??/??)  159.276  (m)          522.56   (f) ADJUSTED    2 0
 FE0623
 FE0623.Superseded values are not recommended for survey control.
 FE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0623.See file dsdata.txt to determine how the superseded data were derived.
 FE0623
 FE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388499(NAD 83)
 FE0623_MARKER: DR = REFERENCE MARK DISK
 FE0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0623_STAMPING: CHRISTMAS NO 1 1959
 FE0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0623+STABILITY: SURFACE MOTION
 FE0623
 FE0623  HISTORY     - Date     Condition        Report By
 FE0623  HISTORY     - 1959     MONUMENTED       CGS
 FE0623  HISTORY     - 1959     GOOD             CGS
 FE0623
 FE0623                          STATION DESCRIPTION
 FE0623
 FE0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0623'9.6 MI N FROM JACKSON.
 FE0623'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0623'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.8 MILES NORTHEAST ALONG
 FE0623'INTERSTATE HIGHWAY 40, THENCE .15 MILE NORTH ALONG CHRISTMASVILLE
 FE0623'ROAD.  IT IS 36 FEET EAST OF THE CENTER LINE OF CHRISTMASVILLE
 FE0623'ROAD, 90.2 FEET EAST-SOUTHEAST OF THE TRIANGULATION STATION
 FE0623'CHRISTMAS 1958, AND ABOUT THE SAME ELEVATION.  THE MARK IS SET
 FE0623'IN THE TOP OF A CONCRETE POST, WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0624 ***********************************************************************
 FE0624  DESIGNATION -  CHRISTMAS RM 2
 FE0624  PID         -  FE0624
 FE0624  STATE/COUNTY-  TN/MADISON
 FE0624  USGS QUAD   -  JACKSON NORTH (1983)
 FE0624
 FE0624                         *CURRENT SURVEY CONTROL
 FE0624  ___________________________________________________________________
 FE0624* NAD 83(1986)-  35 40 48.     (N)    088 46 50.     (W)     SCALED    
 FE0624* NAVD 88     -       159.285  (meters)     522.59   (feet)  ADJUSTED  
 FE0624  ___________________________________________________________________
 FE0624  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0624  DYNAMIC HT  -         159.144 (meters)     522.12  (feet)  COMP
 FE0624  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0624
 FE0624  VERT ORDER  -  SECOND    CLASS 0
 FE0624
 FE0624.The horizontal coordinates were scaled from a topographic map and have
 FE0624.an estimated accuracy of +/- 6 seconds.
 FE0624
 FE0624.The orthometric height was determined by differential leveling
 FE0624.and adjusted by the National Geodetic Survey in June 1991..
 FE0624
 FE0624.The geoid height was determined by GEOID03.
 FE0624
 FE0624.The dynamic height is computed by dividing the NAVD 88
 FE0624.geopotential number by the normal gravity value computed on the
 FE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0624.degrees latitude (g = 980.6199 gals.).
 FE0624
 FE0624.The modeled gravity was interpolated from observed gravity values.
 FE0624
 FE0624;                    North         East    Units  Estimated Accuracy
 FE0624;SPC TN       -   152,990.      348,330.      MT  (+/- 180 meters Scaled)
 FE0624
 FE0624                          SUPERSEDED SURVEY CONTROL
 FE0624
 FE0624  NGVD 29 (??/??/??)  159.322  (m)          522.71   (f) ADJUSTED    2 0
 FE0624
 FE0624.Superseded values are not recommended for survey control.
 FE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0624.See file dsdata.txt to determine how the superseded data were derived.
 FE0624
 FE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388499(NAD 83)
 FE0624_MARKER: DR = REFERENCE MARK DISK
 FE0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0624_STAMPING: CHRISTMAS NO 2 1959
 FE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0624+STABILITY: SURFACE MOTION
 FE0624
 FE0624  HISTORY     - Date     Condition        Report By
 FE0624  HISTORY     - 1959     MONUMENTED       CGS
 FE0624  HISTORY     - 1959     GOOD             CGS
 FE0624
 FE0624                          STATION DESCRIPTION
 FE0624
 FE0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0624'9.6 MI N FROM JACKSON.
 FE0624'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0624'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.8 MILES NORTHEAST ALONG
 FE0624'INTERSTATE HIGHWAY 40, THENCE .15 MILE NORTH ALONG CHRISTMASVILLE
 FE0624'ROAD.  IT IS 55 FEET WEST OF THE CENTER LINE OF CHRISTMASVILLE
 FE0624'ROAD, 27.9 FEET NORTH OF THE TRIANGULATION STATION CHRISTMAS 1958,
 FE0624'AND ABOUT THE SAME ELEVATION AS IT.  THE MARK IS SET IN THE TOP
 FE0624'OF A CONCRETE POST, WHICH PROJECTS ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0840 ***********************************************************************
 GC0840  DESIGNATION -  CHURCH
 GC0840  PID         -  GC0840
 GC0840  STATE/COUNTY-  TN/DAVIDSON
 GC0840  USGS QUAD   -  OAK HILL (1968)
 GC0840
 GC0840                         *CURRENT SURVEY CONTROL
 GC0840  ___________________________________________________________________
 GC0840* NAD 83(1986)-  36 04 35.     (N)    086 50 20.     (W)     SCALED    
 GC0840* NAVD 88     -       194.651  (meters)     638.62   (feet)  ADJUSTED  
 GC0840  ___________________________________________________________________
 GC0840  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0840  DYNAMIC HT  -         194.482 (meters)     638.06  (feet)  COMP
 GC0840  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC0840
 GC0840  VERT ORDER  -  SECOND    CLASS 0
 GC0840
 GC0840.The horizontal coordinates were scaled from a topographic map and have
 GC0840.an estimated accuracy of +/- 6 seconds.
 GC0840
 GC0840.The orthometric height was determined by differential leveling
 GC0840.and adjusted by the National Geodetic Survey in June 1991..
 GC0840
 GC0840.The geoid height was determined by GEOID03.
 GC0840
 GC0840.The dynamic height is computed by dividing the NAVD 88
 GC0840.geopotential number by the normal gravity value computed on the
 GC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0840.degrees latitude (g = 980.6199 gals.).
 GC0840
 GC0840.The modeled gravity was interpolated from observed gravity values.
 GC0840
 GC0840;                    North         East    Units  Estimated Accuracy
 GC0840;SPC TN       -   193,720.      524,440.      MT  (+/- 180 meters Scaled)
 GC0840
 GC0840                          SUPERSEDED SURVEY CONTROL
 GC0840
 GC0840  NGVD 29 (??/??/92)  194.667  (m)          638.67   (f) ADJ UNCH    2 0
 GC0840
 GC0840.Superseded values are not recommended for survey control.
 GC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0840.See file dsdata.txt to determine how the superseded data were derived.
 GC0840
 GC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145924(NAD 83)
 GC0840_MARKER: DD = SURVEY DISK
 GC0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0840_STAMPING: CHURCH 1963
 GC0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0840+STABILITY: SURFACE MOTION
 GC0840
 GC0840  HISTORY     - Date     Condition        Report By
 GC0840  HISTORY     - 1963     MONUMENTED       TNHD
 GC0840
 GC0840                          STATION DESCRIPTION
 GC0840
 GC0840'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0840'4 MI S FROM NASHVILLE.
 GC0840'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 2.35 MILES
 GC0840'SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.  THE
 GC0840'MARK IS 35 FEET NORTHWEST OF A 36-INCH HACKBERRY TREE, 30 FEET
 GC0840'EAST OF THE CENTER LINE OF U.S. HIGHWAY 431, AND 11 FEET WEST
 GC0840'OF A ROCK WALL.  IT IS SET 10-INCH SQUARE, FLUSH, CONCRETE
 GC0840'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3522 ***********************************************************************
 GA3522  DESIGNATION -  CHURCH
 GA3522  PID         -  GA3522
 GA3522  STATE/COUNTY-  TN/GRAINGER
 GA3522  USGS QUAD   -  AVONDALE (1979)
 GA3522
 GA3522                         *CURRENT SURVEY CONTROL
 GA3522  ___________________________________________________________________
 GA3522* NAD 83(1995)-  36 20 26.02747(N)    083 23 15.78896(W)     ADJUSTED  
 GA3522* NAVD 88     -       332.6    (meters)    1091.     (feet)  VERTCON   
 GA3522  ___________________________________________________________________
 GA3522  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GA3522  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA3522
 GA3522  HORZ ORDER  -  SECOND
 GA3522
 GA3522.The horizontal coordinates were established by classical geodetic methods
 GA3522.and adjusted by the National Geodetic Survey in April 1999..
 GA3522
 GA3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3522
 GA3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3522
 GA3522.The geoid height was determined by GEOID03.
 GA3522
 GA3522;                    North         East     Units Scale Factor Converg.
 GA3522;SPC TN       -   225,833.438   834,485.216   MT  0.99998739   +1 31 45.6
 GA3522;SPC TN       -   740,921.87  2,737,806.91   sFT  0.99998739   +1 31 45.6
 GA3522;UTM  17      - 4,024,369.793   285,710.991   MT  1.00016581   -1 24 55.7
 GA3522
 GA3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3522!SPC TN       -   0.99995267  x   0.99998739  =   0.99994006
 GA3522!UTM  17      -   0.99995267  x   1.00016581  =   1.00011847
 GA3522
 GA3522:                Primary Azimuth Mark                     Grid Az
 GA3522:SPC TN       -  CHURCH AZ MK                             025 33 48.0
 GA3522:UTM  17      -  CHURCH AZ MK                             028 30 29.3
 GA3522
 GA3522|---------------------------------------------------------------------|
 GA3522| PID    Reference Object                     Distance      Geod. Az  |
 GA3522|                                                           dddmmss.s |
 GA3522| DB9014 CHURCH AZ MK                                       0270533.6 |
 GA3522| DB9015 CHURCH RM 1                           7.251 METERS 08801     |
 GA3522| DB9016 CHURCH RM 2                           7.574 METERS 26618     |
 GA3522| GA2115 GAP                                 APPROX. 1.4 KM 3203311.1 |
 GA3522|---------------------------------------------------------------------|
 GA3522
 GA3522                          SUPERSEDED SURVEY CONTROL
 GA3522
 GA3522  NAD 83(1995)-  36 20 26.03097(N)    083 23 15.79214(W) AD(       ) 2
 GA3522  NAD 83(1995)-  36 20 26.03557(N)    083 23 15.78389(W) AD(       ) 2
 GA3522  NAD 83(1995)-  36 20 26.03421(N)    083 23 15.79137(W) AD(       ) 2
 GA3522  NAD 83(1986)-  36 20 26.03635(N)    083 23 15.79119(W) AD(       ) 2
 GA3522  NAD 27      -  36 20 25.71361(N)    083 23 16.16043(W) AD(       ) 2
 GA3522  NGVD 29 (07/19/86)  332.7    (m)         1092.     (f) VERT ANG       
 GA3522
 GA3522.Superseded values are not recommended for survey control.
 GA3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3522.See file dsdata.txt to determine how the superseded data were derived.
 GA3522
 GA3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8571124370(NAD 83)
 GA3522_MARKER: DD = SURVEY DISK
 GA3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3522
 GA3522  HISTORY     - Date     Condition        Report By
 GA3522  HISTORY     - 1963     MONUMENTED       TNHD
 GA3522
 GA3522                          STATION DESCRIPTION
 GA3522
 GA3522'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3522'THE STATION IS LOCATED IN THE SMALL VILLAGE OF ROCK HAVEN JUST
 GA3522'SOUTHEAST OF THE CLINCH
 GA3522'MOUNTAIN GAP.
 GA3522'
 GA3522'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA3522'U. S.  HIGHWAY 11W FOR
 GA3522'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25 E ON
 GA3522'THE RIGHT.  HERE TURN RIGHT ON U.
 GA3522'S.  HIGHWAY 25E AND GO NORTH AND
 GA3522'WEST FOR 3.2 MILES TO A SIDE ROAD ON THE LEFT, TURN
 GA3522'LEFT, DOWN THE
 GA3522'MOUNTAIN, AND GO SOUTHWESTERLY FOR 1.45 MILES TO A SMALL STORE ON THE
 GA3522'LEFT AND LHT 203
 GA3522'1937 (USGS) MARK ON THE RIGHT, CONTINUE FOR 0.05
 GA3522'MILE TO A GRAVELED ROAD ON THE
 GA3522'RIGHT, TURN RIGHT AND GO NORTHWESTERLY
 GA3522'FOR 0.1 MILE TO A SMALL WHITE CHURCH AND THE
 GA3522'STATION ON THE LEFT.
 GA3522'
 GA3522'THE STATION IS 19 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GA3522'CHURCH, 15 FEET SOUTH OF THE
 GA3522'APPROXIMATE CENTER OF A GRAVELED ROAD AND 6 FEET WEST OF
 GA3522'A METAL WITNESS POST AND SIGN.
 GA3522'THE SURFACE AND UNDERGROUND MARKS ARE
 GA3522'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA3522'ARE STAMPED CHURCH
 GA3522'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA3522'THE SURFACE
 GA3522'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3522'MONUMENT.
 GA3522'
 GA3522'REFERENCE MARK NO. 1 IS 16 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA3522'THE CHURCH 12 FEET SOUTH OF
 GA3522'THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 5 FEET NORTHEAST
 GA3522'OF A 8 INCH TREE. IT IS A STANDARD TENN. HWY. DEPT. DISK 10-INCH SQUAR
 GA3522'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3522'STAMPED CHURCH RM-1 1963.
 GA3522'
 GA3522'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GA3522'GRAVELED ROAD, 14 FEET
 GA3522'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH AND 3
 GA3522'FEET SOUTH OF A 6-INCH SYCAMORE
 GA3522'TREE.  IT IS A STANDARD TENNESSEE
 GA3522'HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH ROUND,
 GA3522'FLUSH, CONCRETE
 GA3522'MONUMENT AND THE DISK IS STAMPED CHURCH RM-2 1963.
 GA3522'
 GA3522'TRAVERSE STATION GAP WILL SERVE AS AN AZIMUTH MARK.
 GA3522'
 GA3522'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2499 ***********************************************************************
 FE2499  DESIGNATION -  CHURCH
 FE2499  PID         -  FE2499
 FE2499  STATE/COUNTY-  TN/FAYETTE
 FE2499  USGS QUAD   -  MOSCOW (1965)
 FE2499
 FE2499                         *CURRENT SURVEY CONTROL
 FE2499  ___________________________________________________________________
 FE2499* NAD 83(1995)-  35 00 43.49482(N)    089 28 44.38803(W)     ADJUSTED  
 FE2499* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 FE2499  ___________________________________________________________________
 FE2499  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2499  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2499
 FE2499  HORZ ORDER  -  FIRST
 FE2499
 FE2499.The horizontal coordinates were established by classical geodetic methods
 FE2499.and adjusted by the National Geodetic Survey in April 1999..
 FE2499
 FE2499.The orthometric height was scaled from a topographic map.
 FE2499
 FE2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2499
 FE2499.The geoid height was determined by GEOID03.
 FE2499
 FE2499;                    North         East     Units Scale Factor Converg.
 FE2499;SPC TN       -    80,952.279   282,506.291   MT  1.00005050   -2 02 12.3
 FE2499;SPC TN       -   265,590.94    926,856.06   sFT  1.00005050   -2 02 12.3
 FE2499;SPC MS E     -   611,403.950   241,069.757   MT  0.99999278   -0 22 13.7
 FE2499;SPC MS E     - 2,005,914.46    790,909.69   sFT  0.99999278   -0 22 13.7
 FE2499;UTM  16      - 3,877,191.600   273,796.397   MT  1.00023067   -1 25 22.5
 FE2499
 FE2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2499!SPC TN       -   0.99998110  x   1.00005050  =   1.00003160
 FE2499!SPC MS E     -   0.99998110  x   0.99999278  =   0.99997388
 FE2499!UTM  16      -   0.99998110  x   1.00023067  =   1.00021177
 FE2499
 FE2499:                Primary Azimuth Mark                     Grid Az
 FE2499:SPC TN       -  CHURCH AZ MK                             030 35 01.7
 FE2499:SPC MS E     -  CHURCH AZ MK                             028 55 03.1
 FE2499:UTM  16      -  CHURCH AZ MK                             029 58 11.9
 FE2499
 FE2499|---------------------------------------------------------------------|
 FE2499| PID    Reference Object                     Distance      Geod. Az  |
 FE2499|                                                           dddmmss.s |
 FE2499| CG3781 CHURCH AZ MK                                       0283249.4 |
 FE2499| CG3782 CHURCH RM 1                          14.829 METERS 03159     |
 FE2499| EG1709 SLAYDEN COUNTY HS TANK              APPROX. 8.0 KM 1514823.3 |
 FE2499| CG3784 CHURCH RM 3                          23.336 METERS 24407     |
 FE2499| CG3783 CHURCH RM 2                          65.678 METERS 35654     |
 FE2499|---------------------------------------------------------------------|
 FE2499
 FE2499                          SUPERSEDED SURVEY CONTROL
 FE2499
 FE2499  NAD 83(1995)-  35 00 43.49482(N)    089 28 44.38783(W) AD(       ) 1
 FE2499  NAD 83(1995)-  35 00 43.50096(N)    089 28 44.38553(W) AD(       ) 1
 FE2499  NAD 83(1986)-  35 00 43.50608(N)    089 28 44.38792(W) AD(       ) 1
 FE2499  NAD 27      -  35 00 43.17700(N)    089 28 44.11100(W) AD(       ) 1
 FE2499
 FE2499.Superseded values are not recommended for survey control.
 FE2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2499.See file dsdata.txt to determine how the superseded data were derived.
 FE2499
 FE2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7379677192(NAD 83)
 FE2499_MARKER: DS = TRIANGULATION STATION DISK
 FE2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2499+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE2499
 FE2499  HISTORY     - Date     Condition        Report By
 FE2499  HISTORY     - 1914     MONUMENTED       CGS
 FE2499  HISTORY     - 1934     GOOD             CGS
 FE2499  HISTORY     - 1955     GOOD             CGS
 FE2499  HISTORY     - 1957     GOOD             CGS
 FE2499  HISTORY     - 20060430 GOOD             GEOCAC
 FE2499
 FE2499                          STATION DESCRIPTION
 FE2499
 FE2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FE2499'ABOUT 6 MILES SOUTHWEST OF MOSCOW, ABOUT 5 MILES NORTH-NORTHEAST OF
 FE2499'MOUNT PLEASANT, MISS., ABOUT 2 MILES SOUTHWEST OF ROSSVILLE, ABOUT
 FE2499'1-1/2 MILES NORTH OF MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 0.2 MILE
 FE2499'SOUTHWEST OF PLEASANT GROVE CHURCH, IN CLEARED FIELD, ON
 FE2499'PROPERTY OF MISS IRENE CHEEK, AND ON HIGHEST GROUND IN VICINITY.
 FE2499'STATION IS ABOUT 60 METERS (197 FEET)
 FE2499'SOUTH OF MOSCOW-MOUNT PLEASANT WAGON ROAD AND WEST OF ROAD WHICH
 FE2499'BRANCHES OFF ABOUT 200 METERS (656 FEET) WEST OF CHURCH AND LEADS
 FE2499'SOUTH.
 FE2499'
 FE2499'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2499'STATION DISKS IN CONCRETE. REFERENCE MARKS ARE
 FE2499'STANDARD REFERENCE DISKS IN CONCRETE.  ONE IS
 FE2499'3 METERS (10 FEET) EAST OF LONE CEDAR TREE, ON
 FE2499'NORTH SIDE OF ROAD, ABOUT 20 METERS (66 FEET) WEST FROM FORK OF ROAD,
 FE2499'AND 2-1/2 METERS (8 FEET) BELOW STATION IN ELEVATION.
 FE2499'ANOTHER REFERENCE MARK IS
 FE2499'ABOUT 50 METERS (164 FEET) SOUTH OF ROAD FORK, AND AT
 FE2499'SAME ELEVATION AS STATION.
 FE2499
 FE2499                          STATION RECOVERY (1934)
 FE2499
 FE2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FE2499'IN 1934 STATION WAS DESCRIBED AS BEING 44 FEET WEST OF
 FE2499'CENTER LINE OF ROAD, 28 FEET WEST OF NORTH-AND-SOUTH FENCE LINE, 52
 FE2499'FEET SOUTH-SOUTHWEST OF 18-INCH RED OAK, AND 39 FEET NORTHWEST
 FE2499'OF 18-INCH BLACK GUM TREE WITH TRIANGULAR BLAZE.
 FE2499'
 FE2499'TO REACH FROM POST
 FE2499'OFFICE AT MOUNT PLEASANT, MISS., GO NORTH 0.9 MILE ON COUNTY ROAD,
 FE2499'KEEP MAIN LEFT FORK, FOLLOW 4.9 MILES TO STATE ROUTE 57, TURN RIGHT,
 FE2499'GO 2.25 MILES, TURN RIGHT (SOUTH), GO 2.55 MILES TO PLEASANT GROVE
 FE2499'CHURCH, TURN ONTO RIGHT FORK, AND GO 0.2 MILE TO TRIANGLE-BLAZED
 FE2499'TREE AND STATION SITE.
 FE2499'
 FE2499'AN RM IS AT EDGE OF WOODS, 40 FEET WEST OF
 FE2499'NORTH-AND-SOUTH FENCE LINE, AND 215.67 FEET FROM STATION.
 FE2499'ANOTHER RM IS ON
 FE2499'NORTH-AND-SOUTH FENCE LINE, 16 FEET WEST OF CENTER LINE OF ROAD, 4
 FE2499'FEET SOUTH OF 18-INCH RED OAK, AND 48.70 FEET FROM STATION.
 FE2499'
 FE2499'AZIMUTH MARK, STANDARD REFERENCE DISK
 FE2499'IN CONCRETE, WAS ESTABLISHED IN SMALL ORCHARD,
 FE2499'ABOUT 100 FEET SOUTHWEST OF FRAME DWELLING, 24 FEET EAST OF LANE
 FE2499'LEADING TO HOUSE, 110 FEET EAST OF MAIN ROAD, AND ABOUT 0.4 MILE
 FE2499'FROM STATION.
 FE2499
 FE2499                          STATION RECOVERY (1955)
 FE2499
 FE2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FE2499'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2499'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2499'
 FE2499'AN ADDITIONAL REFERENCE MARK, NO. 3 WAS ESTABLISHED.
 FE2499'
 FE2499'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2499'
 FE2499'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF THE VILLAGE OF
 FE2499'SLAYDEN, MISSISSIPPI, ABOUT 4 MILES NORTH-NORTHEAST OF MT.
 FE2499'PLEASANT, MISSISSIPPI, ABOUT 1.5 MILES NORTH OF THE
 FE2499'MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 0.2 MILE SOUTHWEST OF THE
 FE2499'PLEASANT GROVE CHURCH, IN CLEARED FIELD, ON THE HIGHEST GROUND IN THE
 FE2499'VICINITY, IN SECTION 11, T. 1 S., R. 3 W. AND ON PROPERTY OWNED BY
 FE2499'MR. JIM TREADWELL WHO LIVES IN COLLIERVILLE, TENNESSEE.
 FE2499'
 FE2499'TO REACH THE STATION FROM THE CROSSROADS IN THE VILLAGE OF SLAYDEN,
 FE2499'MISSISSIPPI, GO WEST ON U.S. HIGHWAY 72 FOR 1.5 MILES TO
 FE2499'CROSSROADS, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.7 MILES TO A
 FE2499'T-ROAD, KEEP LEFT AND GO NORTHWEST ON BLADED ROAD FOR 0.7 MILE TO
 FE2499'FORKS, TAKE THE RIGHT FORK AND GO NORTH AND WEST ON BLADED ROAD FOR
 FE2499'2.6 MILES TO FORKS AND THE PLEASANT GROVE CHURCH, (CONTINUE
 FE2499'NORTH ON BLADED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE2499'DESCRIBED.) TURN SHARP LEFT AND GO WEST AND SOUTH ON DIRT
 FE2499'ROAD FOR 0.25 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT,
 FE2499'THROUGH GATE AND GO NORTHWEST FOR APPROXIMATELY 35 FEET TO THE
 FE2499'STATION.
 FE2499'
 FE2499'STATION MARK, A STANDARD DISK, STAMPED CHURCH 1914 1934, IS SET IN
 FE2499'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES. IT IS
 FE2499'51 FEET SOUTHWEST OF A RED OAK TREE, 35 FEET NORTHWEST OF A WIRE GATE
 FE2499'AND 30 FEET NORTH OF ROAD LEADING WESTERLY THROUGH FIELD.
 FE2499'
 FE2499'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHURCH NO 1 1914 1934,
 FE2499'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 FE2499'SURFACE OF THE GROUND. IT IS 3 FEET SOUTH OF A RED OAK TREE AND 1
 FE2499'FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 FE2499'
 FE2499'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CHURCH NO 2 1914 1934,
 FE2499'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL
 FE2499'WITH THE SURFACE OF THE GROUND. IT IS 38 FEET WEST OF A NORTH-SOUTH
 FE2499'FENCE LINE, 35 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 FE2499'APPROXIMATELY 3 FEET LOWER THAN THE STATION.
 FE2499'
 FE2499'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CHURCH NO. 3 1914 1934
 FE2499'1955, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 8
 FE2499'INCHES. IT IS 50 FEET NORTH OF THE CENTER OF A TRACK
 FE2499'ROAD.
 FE2499'
 FE2499'AZIMUTH MARK, A STANDARD DISK, STAMPED CHURCH AZI 1934, IS SET IN THE
 FE2499'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES. IT IS 14
 FE2499'FEET WEST-SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF AN EAST-WEST
 FE2499'FENCE LINE, 3 FEET WEST OF A PEAR TREE, 1 FOOT EAST OF A WHITE
 FE2499'WITNESS POST AND IN THE NORTHEAST CORNER OF THE YARD OF MR. V. A.
 FE2499'KENNON JR.
 FE2499
 FE2499                          STATION RECOVERY (1957)
 FE2499
 FE2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2499'THE STATION WAS RECOVERED AS DESCRIBED BY N.E.T. IN 1955 AND ALL
 FE2499'MARKS WERE FOUND IN GOOD CONDITION.
 FE2499'
 FE2499'TO REACH THE STATION FROM ROSSVILLE GO EAST ON STATE HIGHWAY 57 FOR 4
 FE2499'MILES TO A SIDE ROAD RIGHT AND SIGN HAYES COMMUNITY, TURN
 FE2499'RIGHT, SOUTH, AND GO 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FE2499'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORKS AND A CHURCH ON
 FE2499'THE RIGHT, TAKE THE MIDDLE ROAD AND GO 0.3 MILE TO THE STATION ON THE
 FE2499'RIGHT AT AN OPENING IN A FENCE LINE.
 FE2499
 FE2499                          STATION RECOVERY (2006)
 FE2499
 FE2499'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2499'STATION RECOVERED AS DESCRIBED, REFERENCE MARKS AND AZIMUTH MARK NOT
 FE2499'SEARCHED FOR AT THIS TIME.  TO REACH THE STATION FROM ROSSVILLE GO
 FE2499'EAST ON STATE HIGHWAY 57 FOR 4 MILES TO PLEASANT VALLY ROAD, THEN
 FE2499'RIGHT, SOUTH, AND GO 2.1 MILES TO THE AZIMUTH MARK ON LEFT,
 FE2499'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A THREE WAY FORK AND A CHURCH
 FE2499'ON THE RIGHT, TAKE THE MIDDLE ROAD, AND GO 0.3 MILES TO A FORK AT THE
 FE2499'TOP OF THE HILL, TAKE THE RIGHT FORK AND BEAR LEFT, STATION IS ON THE
 FE2499'LEFT.
 FE2499' 
 FE2499'STATION CAN ALSO BE REACHED BY TAKING A HARD LEFT AT THE LAST FORK AND
 FE2499'THEN PROCEEDING RIGHT THROUGH THE NEXT OPENING.
 FE2499' 
 FE2499'NOTE, AT THE THREE WAY FORK BY THE CHURCH THE ROAD WAS CLOSED WITH A
 FE2499'LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2296 ***********************************************************************
 GC2296  DESIGNATION -  CHURCH
 GC2296  PID         -  GC2296
 GC2296  STATE/COUNTY-  TN/DAVIDSON
 GC2296  USGS QUAD   -  OAK HILL (1968)
 GC2296
 GC2296                         *CURRENT SURVEY CONTROL
 GC2296  ___________________________________________________________________
 GC2296* NAD 83(1995)-  36 04 34.56118(N)    086 50 19.88239(W)     ADJUSTED  
 GC2296* NAVD 88     -       194.65   (+/-2cm)     638.6    (feet)  VERTCON   
 GC2296  ___________________________________________________________________
 GC2296  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GC2296  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC2296
 GC2296  HORZ ORDER  -  SECOND
 GC2296  VERT ORDER  -  THIRD ? (See Below)
 GC2296
 GC2296.The horizontal coordinates were established by classical geodetic methods
 GC2296.and adjusted by the National Geodetic Survey in April 1999..
 GC2296
 GC2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2296.The vertical order pertains to the NGVD 29 superseded value.
 GC2296
 GC2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2296
 GC2296.The geoid height was determined by GEOID03.
 GC2296
 GC2296;                    North         East     Units Scale Factor Converg.
 GC2296;SPC TN       -   193,701.439   524,442.673   MT  0.99995731   -0 29 28.0
 GC2296;SPC TN       -   635,502.14  1,720,609.00   sFT  0.99995731   -0 29 28.0
 GC2296;UTM  16      - 3,992,419.647   514,509.515   MT  0.99960259   +0 05 41.6
 GC2296
 GC2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2296!SPC TN       -   0.99997402  x   0.99995731  =   0.99993133
 GC2296!UTM  16      -   0.99997402  x   0.99960259  =   0.99957662
 GC2296
 GC2296|---------------------------------------------------------------------|
 GC2296| PID    Reference Object                     Distance      Geod. Az  |
 GC2296|                                                           dddmmss.s |
 GC2296| GC0841 CHURCH RM 1                          20.850 METERS 02932     |
 GC2296| GC0839 CHURCH RM 2                          18.897 METERS 20649     |
 GC2296| CG5093 CHURCH AZ MK                                       2080428.4 |
 GC2296|---------------------------------------------------------------------|
 GC2296
 GC2296                          SUPERSEDED SURVEY CONTROL
 GC2296
 GC2296  NAD 83(1995)-  36 04 34.56346(N)    086 50 19.88433(W) AD(       ) 2
 GC2296  NAD 83(1995)-  36 04 34.56463(N)    086 50 19.88444(W) AD(       ) 2
 GC2296  NAD 83(1986)-  36 04 34.57160(N)    086 50 19.88585(W) AD(       ) 2
 GC2296  NAD 27      -  36 04 34.35520(N)    086 50 19.88230(W) AD(       ) 2
 GC2296  NGVD 29 (07/19/86)  194.67   (m)          638.7    (f) LEVELING    3  
 GC2296
 GC2296.Superseded values are not recommended for survey control.
 GC2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2296.See file dsdata.txt to determine how the superseded data were derived.
 GC2296
 GC2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1451092420(NAD 83)
 GC2296_MARKER: DD = SURVEY DISK
 GC2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2296
 GC2296  HISTORY     - Date     Condition        Report By
 GC2296  HISTORY     - 1963     MONUMENTED       TNHD
 GC2296
 GC2296                          STATION DESCRIPTION
 GC2296
 GC2296'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2296'THE STATION IS LOCATED AOBUT 4 MILES SOUTH OF NASHVILLE.
 GC2296'
 GC2296'TO REACH THE STATION FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO
 GC2296'2.35 MILES SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE
 GC2296'LEFT.
 GC2296'
 GC2296'THE STATION IS 35 FEET NORTHWEST OF A 36-INCH HACKBERRY TREE, 30 FEET
 GC2296'EAST OF THE APPROXIMATE CENTER OF U.S.HIGHWAY 431, AND 11 FEET WEST
 GC2296'OF A ROCK WALL. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2296'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED CHURCH
 GC2296'1963. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2296'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2296'
 GC2296'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2296'U.S. HIGHWAY 431, 5 FEET WEST OF A ROCK WALL, AND 2 FEET SOUTHWEST
 GC2296'OF THE TELEPHONE POLE NO. 171. THE MARK IS A STANDARD TENNESSEE
 GC2296'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2296'MONUMENT AND THE DISK IS STAMPED CHURCH RM-1 1963.
 GC2296'
 GC2296'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC2296'THE PAVED DRIVE TO THE HILLSBORO PRESBYTERIAN CHURCH, 27 FEET EAST OF
 GC2296'THE APPROXIMATE CENTER OF U.S. HIGHWAY 431, AND 8 FEET WEST OF THE
 GC2296'TELEPHONE POLE NO. 42. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2296'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2296'THE DISK IS STAMPED CHURCH RM-2 1963.
 GC2296'
 GC2296'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC2296'HIGHWAY 431, 7 FEET SE OF THE CORNER OF A WHITE WOODEN FENCE,
 GC2296'AND 1 FOOT NORTH OF A POWER POLE. THE MARK IS A STANDARD TENNESSEE
 GC2296'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2296'CONCRETE MONUMENT AND THE DISK IS STAMPED CHURCH AZI 1963.
 GC2296'
 GC2296'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U.S.
 GC2296'HIGHWAY 431 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GC2296'
 GC2296'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0838 ***********************************************************************
 GC0838  DESIGNATION -  CHURCH AZ MK
 GC0838  PID         -  GC0838
 GC0838  STATE/COUNTY-  TN/DAVIDSON
 GC0838  USGS QUAD   -  OAK HILL (1968)
 GC0838
 GC0838                         *CURRENT SURVEY CONTROL
 GC0838  ___________________________________________________________________
 GC0838* NAD 83(1986)-  36 04 20.     (N)    086 50 28.     (W)     SCALED    
 GC0838* NAVD 88     -       191.002  (meters)     626.65   (feet)  ADJUSTED  
 GC0838  ___________________________________________________________________
 GC0838  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC0838  DYNAMIC HT  -         190.837 (meters)     626.10  (feet)  COMP
 GC0838  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GC0838
 GC0838  VERT ORDER  -  SECOND    CLASS 0
 GC0838
 GC0838.The horizontal coordinates were scaled from a topographic map and have
 GC0838.an estimated accuracy of +/- 6 seconds.
 GC0838
 GC0838.The orthometric height was determined by differential leveling
 GC0838.and adjusted by the National Geodetic Survey in June 1991..
 GC0838
 GC0838.The geoid height was determined by GEOID03.
 GC0838
 GC0838.The dynamic height is computed by dividing the NAVD 88
 GC0838.geopotential number by the normal gravity value computed on the
 GC0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0838.degrees latitude (g = 980.6199 gals.).
 GC0838
 GC0838.The modeled gravity was interpolated from observed gravity values.
 GC0838
 GC0838;                    North         East    Units  Estimated Accuracy
 GC0838;SPC TN       -   193,250.      524,240.      MT  (+/- 180 meters Scaled)
 GC0838
 GC0838                          SUPERSEDED SURVEY CONTROL
 GC0838
 GC0838  NGVD 29 (??/??/??)  191.05   (m)          626.8    (f) RESET       3  
 GC0838
 GC0838.Superseded values are not recommended for survey control.
 GC0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0838.See file dsdata.txt to determine how the superseded data were derived.
 GC0838
 GC0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE143919(NAD 83)
 GC0838_MARKER: DD = SURVEY DISK
 GC0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0838_STAMPING: CHURCH AZI 1963
 GC0838_MARK LOGO: TNHD  
 GC0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0838+STABILITY: SURFACE MOTION
 GC0838
 GC0838  HISTORY     - Date     Condition        Report By
 GC0838  HISTORY     - 1963     MONUMENTED       TNHD
 GC0838
 GC0838                          STATION DESCRIPTION
 GC0838
 GC0838'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0838'4 MI S FROM NASHVILLE.
 GC0838'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 2.60 MILES SOUTH
 GC0838'ON U.S. HIGHWAY 431 TO THE MARK ON THE RIGHT.  THE MARK IS 30
 GC0838'FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 431, 7 FEET
 GC0838'SOUTHEAST OF THE CORNER OF A WHITE WOODEN FENCE, AND 1 FOOT
 GC0838'NORTH OF A POWER POLE.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0838'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0388 ***********************************************************************
 EE0388  DESIGNATION -  CHURCH AZ MK
 EE0388  PID         -  EE0388
 EE0388  STATE/COUNTY-  TN/MARION
 EE0388  USGS QUAD   -  HOOKER (1982)
 EE0388
 EE0388                         *CURRENT SURVEY CONTROL
 EE0388  ___________________________________________________________________
 EE0388* NAD 83(1986)-  34 59 22.     (N)    085 29 59.     (W)     SCALED    
 EE0388* NAVD 88     -       265.648  (meters)     871.55   (feet)  ADJUSTED  
 EE0388  ___________________________________________________________________
 EE0388  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE0388  DYNAMIC HT  -         265.389 (meters)     870.70  (feet)  COMP
 EE0388  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE0388
 EE0388  VERT ORDER  -  FIRST     CLASS II
 EE0388
 EE0388.The horizontal coordinates were scaled from a topographic map and have
 EE0388.an estimated accuracy of +/- 6 seconds.
 EE0388
 EE0388.The orthometric height was determined by differential leveling
 EE0388.and adjusted by the National Geodetic Survey in June 1991..
 EE0388
 EE0388.The geoid height was determined by GEOID03.
 EE0388
 EE0388.The dynamic height is computed by dividing the NAVD 88
 EE0388.geopotential number by the normal gravity value computed on the
 EE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0388.degrees latitude (g = 980.6199 gals.).
 EE0388
 EE0388.The modeled gravity was interpolated from observed gravity values.
 EE0388
 EE0388;                    North         East    Units  Estimated Accuracy
 EE0388;SPC TN       -    72,910.      645,680.      MT  (+/- 180 meters Scaled)
 EE0388
 EE0388                          SUPERSEDED SURVEY CONTROL
 EE0388
 EE0388  NGVD 29 (??/??/92)  265.655  (m)          871.57   (f) ADJ UNCH    1 2
 EE0388
 EE0388.Superseded values are not recommended for survey control.
 EE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0388.See file dsdata.txt to determine how the superseded data were derived.
 EE0388
 EE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD369729(NAD 83)
 EE0388_MARKER: DZ = AZIMUTH MARK DISK
 EE0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0388_STAMPING: CHURCH 1962
 EE0388_MARK LOGO: CGS   
 EE0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0388+STABILITY: SURFACE MOTION
 EE0388
 EE0388  HISTORY     - Date     Condition        Report By
 EE0388  HISTORY     - 1962     MONUMENTED       CGS
 EE0388  HISTORY     - 1972     GOOD             NGS
 EE0388
 EE0388                          STATION DESCRIPTION
 EE0388
 EE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0388'8.8 MI SW FROM WAUHATCHIE.
 EE0388'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 EE0388'THE MARK FROM THE RAILROAD CONTROL TOWER AT WAUHATCHIE, GO
 EE0388'SOUTHWEST ALONG THE LOUISVILLE-NASHVILLE RAILROAD FOR 8.75 MILES
 EE0388'TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 165 FEET WEST-SOUTHWEST
 EE0388'OF THE APPROXIMATE CENTER OF A RAILROAD OVERPASS, 80 FEET WEST
 EE0388'OF TELEGRAPH POLE 5E, 64 FEET EAST-NORTHEAST OF TELEGRAPH MILEAGE
 EE0388'POLE 136-30, 8.7 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 EE0388'TRACKS, 7.5 FEET EAST OF THE EAST EDGE OF THE CONCRETE BASE
 EE0388'FOR A FORMER BLOCK SIGNAL (NOW DISMANTLED), 1.2 FEET NORTH OF
 EE0388'A METAL WITNESS POST AND SIGN, AND ABOUT 2 FEET BELOW THE
 EE0388'LEVEL OF THE RAILROAD TRACK.  IT IS A STANDARD AZIMUTH MARK
 EE0388'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 EE0388'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED CHURCH 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3438 ***********************************************************************
 GA3438  DESIGNATION -  CHURCH HILL FIRST BAPTIST CH
 GA3438  PID         -  GA3438
 GA3438  STATE/COUNTY-  TN/HAWKINS
 GA3438  USGS QUAD   -  CHURCH HILL (1991)
 GA3438
 GA3438                         *CURRENT SURVEY CONTROL
 GA3438  ___________________________________________________________________
 GA3438* NAD 83(1995)-  36 31 21.12750(N)    082 42 32.77427(W)     ADJUSTED  
 GA3438* NAVD 88     -                                                        
 GA3438  ___________________________________________________________________
 GA3438  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA3438  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3438
 GA3438  HORZ ORDER  -  THIRD
 GA3438
 GA3438.The horizontal coordinates were established by classical geodetic methods
 GA3438.and adjusted by the National Geodetic Survey in April 1999..
 GA3438
 GA3438
 GA3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3438
 GA3438.The geoid height was determined by GEOID03.
 GA3438
 GA3438;                    North         East     Units Scale Factor Converg.
 GA3438;SPC TN       -   247,852.046   894,700.034   MT  1.00002049   +1 55 35.8
 GA3438;SPC TN       -   813,161.25  2,935,361.69   sFT  1.00002049   +1 55 35.8
 GA3438;UTM  17      - 4,043,266.309   346,978.429   MT  0.99988849   -1 01 02.5
 GA3438
 GA3438                          SUPERSEDED SURVEY CONTROL
 GA3438
 GA3438  NAD 83(1995)-  36 31 21.12868(N)    082 42 32.77588(W) AD(       ) 4
 GA3438  NAD 83(1995)-  36 31 21.13205(N)    082 42 32.78955(W) AD(       ) 4
 GA3438  NAD 83(1995)-  36 31 21.13356(N)    082 42 32.77715(W) AD(       ) 4
 GA3438  NAD 83(1986)-  36 31 21.13494(N)    082 42 32.77763(W) AD(       ) 4
 GA3438  NAD 27      -  36 31 20.78039(N)    082 42 33.19977(W) AD(       ) 3
 GA3438
 GA3438.Superseded values are not recommended for survey control.
 GA3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3438.See file dsdata.txt to determine how the superseded data were derived.
 GA3438
 GA3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4697843266(NAD 83)
 GA3438_MARKER: 90 = CHURCH SPIRE
 GA3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3438+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 GA3438
 GA3438  HISTORY     - Date     Condition        Report By
 GA3438  HISTORY     - 1963     FIRST OBSERVED   TNHD
 GA3438  HISTORY     - 20030828 GOOD             GEOCAC
 GA3438
 GA3438                          STATION DESCRIPTION
 GA3438
 GA3438'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3438'THE STATION IS LOCATED IN CHURCH HILL.
 GA3438'
 GA3438'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 0.1 MILE
 GA3438'EAST ON U.S.  HIGHWAY
 GA3438'11W TO RIDGEWAY AVE.  ON THE RIGHT AND THE STATION
 GA3438'ON THE RIGHT.  IT IS A RED BRICK
 GA3438'BUILDING, TRIMMED IN WHITE, WITH A
 GA3438'DARK GRAY ROOF.  IT HAS A LARGE SPIRE IN FRONT,
 GA3438'PAINTED WHITE, WITH
 GA3438'AN OVER-ALL HEIGHT OF ABOUT 120 FEET.  THE POINT INTERSECTED WAS
 GA3438'THE ALUMINUM
 GA3438'COVERED APEX OF THE SPIRE.
 GA3438
 GA3438                          STATION RECOVERY (2003)
 GA3438
 GA3438'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3452 ***********************************************************************
 GA3452  DESIGNATION -  CHURCH HILL KGSPORT PRESS 2 TK
 GA3452  PID         -  GA3452
 GA3452  STATE/COUNTY-  TN/HAWKINS
 GA3452  USGS QUAD   -  PLUM GROVE (1991)
 GA3452
 GA3452                         *CURRENT SURVEY CONTROL
 GA3452  ___________________________________________________________________
 GA3452* NAD 83(1995)-  36 30 35.10758(N)    082 46 14.29598(W)     ADJUSTED  
 GA3452* NAVD 88     -                                                        
 GA3452  ___________________________________________________________________
 GA3452  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GA3452  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA3452
 GA3452  HORZ ORDER  -  THIRD
 GA3452
 GA3452.The horizontal coordinates were established by classical geodetic methods
 GA3452.and adjusted by the National Geodetic Survey in April 1999..
 GA3452
 GA3452
 GA3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3452
 GA3452.The geoid height was determined by GEOID03.
 GA3452
 GA3452;                    North         East     Units Scale Factor Converg.
 GA3452;SPC TN       -   246,250.685   889,238.496   MT  1.00001783   +1 53 26.1
 GA3452;SPC TN       -   807,907.46  2,917,443.30   sFT  1.00001783   +1 53 26.1
 GA3452;UTM  17      - 4,041,947.737   341,442.515   MT  0.99990975   -1 03 13.2
 GA3452
 GA3452                          SUPERSEDED SURVEY CONTROL
 GA3452
 GA3452  NAD 83(1995)-  36 30 35.10957(N)    082 46 14.29794(W) AD(       ) 4
 GA3452  NAD 83(1995)-  36 30 35.11606(N)    082 46 14.31131(W) AD(       ) 4
 GA3452  NAD 83(1995)-  36 30 35.11397(N)    082 46 14.29951(W) AD(       ) 4
 GA3452  NAD 83(1986)-  36 30 35.11587(N)    082 46 14.29985(W) AD(       ) 4
 GA3452  NAD 27      -  36 30 34.76607(N)    082 46 14.71787(W) AD(       ) 3
 GA3452
 GA3452.Superseded values are not recommended for survey control.
 GA3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3452.See file dsdata.txt to determine how the superseded data were derived.
 GA3452
 GA3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4144341948(NAD 83)
 GA3452_MARKER: 53 = ELEVATED TANK
 GA3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3452+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 GA3452
 GA3452  HISTORY     - Date     Condition        Report By
 GA3452  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3452  HISTORY     - 20030909 GOOD             GEOCAC
 GA3452
 GA3452                          STATION DESCRIPTION
 GA3452
 GA3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3452'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CHURCH HILL.
 GA3452'
 GA3452'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 3.5
 GA3452'MILES WEST ON U.S.
 GA3452'HIGHWAY 11W TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 GA3452'GO 0.2 MILE SOUTH ON THE PAVED
 GA3452'ROAD TO THE TANK ON THE LEFT, ABOUT
 GA3452'0.2 MILE NORTHEAST OF THE PAVED ROAD.
 GA3452'
 GA3452'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH BLACK
 GA3452'LETTERING KINGSPORT
 GA3452'PRESS INC.  PLANT NO.  2 ON THE SIDE OF THE TANK.  IT HAS
 GA3452'AN OVER-ALL HEIGHT OF ABOUT
 GA3452'80 FEET.  THE POINT INTERSECTED WAS THE
 GA3452'BALL ON TOP OF THE TANK.
 GA3452
 GA3452                          STATION RECOVERY (2003)
 GA3452
 GA3452'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3453 ***********************************************************************
 GA3453  DESIGNATION -  CHURCH HILL LYONS PARK BAP CH
 GA3453  PID         -  GA3453
 GA3453  STATE/COUNTY-  TN/HAWKINS
 GA3453  USGS QUAD   -  PLUM GROVE (1991)
 GA3453
 GA3453                         *CURRENT SURVEY CONTROL
 GA3453  ___________________________________________________________________
 GA3453* NAD 83(1995)-  36 30 54.28771(N)    082 46 06.20538(W)     ADJUSTED  
 GA3453* NAVD 88     -                                                        
 GA3453  ___________________________________________________________________
 GA3453  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GA3453  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3453
 GA3453  HORZ ORDER  -  THIRD
 GA3453
 GA3453.The horizontal coordinates were established by classical geodetic methods
 GA3453.and adjusted by the National Geodetic Survey in April 1999..
 GA3453
 GA3453
 GA3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3453
 GA3453.The geoid height was determined by GEOID03.
 GA3453
 GA3453;                    North         East     Units Scale Factor Converg.
 GA3453;SPC TN       -   246,848.238   889,420.191   MT  1.00001894   +1 53 30.9
 GA3453;SPC TN       -   809,867.93  2,918,039.41   sFT  1.00001894   +1 53 30.9
 GA3453;UTM  17      - 4,042,535.103   341,654.641   MT  0.99990892   -1 03 08.9
 GA3453
 GA3453                          SUPERSEDED SURVEY CONTROL
 GA3453
 GA3453  NAD 83(1995)-  36 30 54.28950(N)    082 46 06.20738(W) AD(       ) 4
 GA3453  NAD 83(1995)-  36 30 54.29584(N)    082 46 06.22034(W) AD(       ) 4
 GA3453  NAD 83(1995)-  36 30 54.29422(N)    082 46 06.20874(W) AD(       ) 4
 GA3453  NAD 83(1986)-  36 30 54.29563(N)    082 46 06.20943(W) AD(       ) 4
 GA3453  NAD 27      -  36 30 53.94535(N)    082 46 06.62767(W) AD(       ) 3
 GA3453
 GA3453.Superseded values are not recommended for survey control.
 GA3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3453.See file dsdata.txt to determine how the superseded data were derived.
 GA3453
 GA3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4165542535(NAD 83)
 GA3453_MARKER: 90 = CHURCH SPIRE
 GA3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3453+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 GA3453
 GA3453  HISTORY     - Date     Condition        Report By
 GA3453  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3453  HISTORY     - 20030908 GOOD             GEOCAC
 GA3453
 GA3453                          STATION DESCRIPTION
 GA3453
 GA3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3453'THE STATION IS LOCATED ABOUT 3 MILES WEST OF CHURCH HILL.
 GA3453'
 GA3453'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 3.1
 GA3453'MILES WEST ON U.S.
 GA3453'HIGHWAY 11W TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND
 GA3453'GO 0.2 MILE NORTH ON THE
 GA3453'GRAVELED ROAD TO THE STATION.
 GA3453'
 GA3453'IT IS A RED BRICK BUILDING, TRIMMED IN WHITE, WITH A GRAY SLATE ROOF.
 GA3453'IT HAS A SMALL SPIRE
 GA3453'AT THE FRONT, PAINTED BLACK, WITH AN OVER-ALL
 GA3453'HEIGHT OF ABOUT 70 FEET.  THE POINT
 GA3453'INTERSECTED WAS THE TOP OF THE
 GA3453'SPIRE.
 GA3453
 GA3453                          STATION RECOVERY (2003)
 GA3453
 GA3453'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3439 ***********************************************************************
 GA3439  DESIGNATION -  CHURCH HILL RAD STA WMCH MAST
 GA3439  PID         -  GA3439
 GA3439  STATE/COUNTY-  TN/HAWKINS
 GA3439  USGS QUAD   -  CHURCH HILL (1991)
 GA3439
 GA3439                         *CURRENT SURVEY CONTROL
 GA3439  ___________________________________________________________________
 GA3439* NAD 83(1995)-  36 31 14.66338(N)    082 44 52.21608(W)     ADJUSTED  
 GA3439* NAVD 88     -                                                        
 GA3439  ___________________________________________________________________
 GA3439  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GA3439  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA3439
 GA3439  HORZ ORDER  -  THIRD
 GA3439
 GA3439.The horizontal coordinates were established by classical geodetic methods
 GA3439.and adjusted by the National Geodetic Survey in April 1999..
 GA3439
 GA3439
 GA3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3439
 GA3439.The geoid height was determined by GEOID03.
 GA3439
 GA3439;                    North         East     Units Scale Factor Converg.
 GA3439;SPC TN       -   247,536.948   891,239.320   MT  1.00002011   +1 54 14.2
 GA3439;SPC TN       -   812,127.47  2,924,007.67   sFT  1.00002011   +1 54 14.2
 GA3439;UTM  17      - 4,043,129.395   343,506.533   MT  0.99990173   -1 02 25.3
 GA3439
 GA3439                          SUPERSEDED SURVEY CONTROL
 GA3439
 GA3439  NAD 83(1995)-  36 31 14.66505(N)    082 44 52.21779(W) AD(       ) 4
 GA3439  NAD 83(1995)-  36 31 14.67020(N)    082 44 52.23137(W) AD(       ) 4
 GA3439  NAD 83(1995)-  36 31 14.66967(N)    082 44 52.21949(W) AD(       ) 4
 GA3439  NAD 83(1986)-  36 31 14.67135(N)    082 44 52.21955(W) AD(       ) 4
 GA3439  NAD 27      -  36 31 14.32007(N)    082 44 52.63892(W) AD(       ) 3
 GA3439
 GA3439.Superseded values are not recommended for survey control.
 GA3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3439.See file dsdata.txt to determine how the superseded data were derived.
 GA3439
 GA3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4350743129(NAD 83)
 GA3439_MARKER: 42 = RADIO/TV MAST
 GA3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3439+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 GA3439
 GA3439  HISTORY     - Date     Condition        Report By
 GA3439  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3439  HISTORY     - 20031127 GOOD             GEOCAC
 GA3439
 GA3439                          STATION DESCRIPTION
 GA3439
 GA3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3439'THE STATION IS LOCATED ABOUT 2 MILES WEST OF CHURCH HILL.
 GA3439'
 GA3439'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 2.3
 GA3439'MILES WEST ON U.  S.
 GA3439'HIGHWAY 11W TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT
 GA3439'AND GO 0.35 MILE EAST ON THE
 GA3439'GRAVELED ROAD TO THE STATION.
 GA3439'
 GA3439'IT IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES PAINTED IN ALTERNATE
 GA3439'COLORS OF RED AND WHITE
 GA3439'WITH AN OVER-ALL HEIGHT OF ABOUT 150 FEET.  THE
 GA3439'POINT INTERSECTED WAS THE RED LIGHT
 GA3439'AT THE TOP.
 GA3439
 GA3439                          STATION RECOVERY (2003)
 GA3439
 GA3439'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0841 ***********************************************************************
 GC0841  DESIGNATION -  CHURCH RM 1
 GC0841  PID         -  GC0841
 GC0841  STATE/COUNTY-  TN/DAVIDSON
 GC0841  USGS QUAD   -  OAK HILL (1968)
 GC0841
 GC0841                         *CURRENT SURVEY CONTROL
 GC0841  ___________________________________________________________________
 GC0841* NAD 83(1986)-  36 04 35.     (N)    086 50 20.     (W)     SCALED    
 GC0841* NAVD 88     -       195.354  (meters)     640.92   (feet)  ADJUSTED  
 GC0841  ___________________________________________________________________
 GC0841  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0841  DYNAMIC HT  -         195.185 (meters)     640.37  (feet)  COMP
 GC0841  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC0841
 GC0841  VERT ORDER  -  SECOND    CLASS 0
 GC0841
 GC0841.The horizontal coordinates were scaled from a topographic map and have
 GC0841.an estimated accuracy of +/- 6 seconds.
 GC0841
 GC0841.The orthometric height was determined by differential leveling
 GC0841.and adjusted by the National Geodetic Survey in June 1991..
 GC0841
 GC0841.The geoid height was determined by GEOID03.
 GC0841
 GC0841.The dynamic height is computed by dividing the NAVD 88
 GC0841.geopotential number by the normal gravity value computed on the
 GC0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0841.degrees latitude (g = 980.6199 gals.).
 GC0841
 GC0841.The modeled gravity was interpolated from observed gravity values.
 GC0841
 GC0841;                    North         East    Units  Estimated Accuracy
 GC0841;SPC TN       -   193,720.      524,440.      MT  (+/- 180 meters Scaled)
 GC0841
 GC0841                          SUPERSEDED SURVEY CONTROL
 GC0841
 GC0841  NGVD 29 (??/??/92)  195.370  (m)          640.98   (f) ADJ UNCH    2 0
 GC0841
 GC0841.Superseded values are not recommended for survey control.
 GC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0841.See file dsdata.txt to determine how the superseded data were derived.
 GC0841
 GC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145924(NAD 83)
 GC0841_MARKER: DD = SURVEY DISK
 GC0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0841_STAMPING: CHURCH RM-1 1963
 GC0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0841+STABILITY: SURFACE MOTION
 GC0841
 GC0841  HISTORY     - Date     Condition        Report By
 GC0841  HISTORY     - 1963     MONUMENTED       TNHD
 GC0841
 GC0841                          STATION DESCRIPTION
 GC0841
 GC0841'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0841'4 MI S FROM NASHVILLE.
 GC0841'THE MARK IS LOCATED AT THE CHURCH 1963 STATION SITE, 34 FEET
 GC0841'EAST OF THE CENTER LINE OF U.S. HIGHWAY 431, 5 FEET WEST OF
 GC0841'A ROCK WALL, AND 2 FEET SOUTHWEST OF THE TELEPHONE POLE NO. 171.
 GC0841'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0839 ***********************************************************************
 GC0839  DESIGNATION -  CHURCH RM 2
 GC0839  PID         -  GC0839
 GC0839  STATE/COUNTY-  TN/DAVIDSON
 GC0839  USGS QUAD   -  OAK HILL (1968)
 GC0839
 GC0839                         *CURRENT SURVEY CONTROL
 GC0839  ___________________________________________________________________
 GC0839* NAD 83(1986)-  36 04 35.     (N)    086 50 20.     (W)     SCALED    
 GC0839* NAVD 88     -       194.129  (meters)     636.90   (feet)  ADJUSTED  
 GC0839  ___________________________________________________________________
 GC0839  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0839  DYNAMIC HT  -         193.961 (meters)     636.35  (feet)  COMP
 GC0839  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC0839
 GC0839  VERT ORDER  -  SECOND    CLASS 0
 GC0839
 GC0839.The horizontal coordinates were scaled from a topographic map and have
 GC0839.an estimated accuracy of +/- 6 seconds.
 GC0839
 GC0839.The orthometric height was determined by differential leveling
 GC0839.and adjusted by the National Geodetic Survey in June 1991..
 GC0839
 GC0839.The geoid height was determined by GEOID03.
 GC0839
 GC0839.The dynamic height is computed by dividing the NAVD 88
 GC0839.geopotential number by the normal gravity value computed on the
 GC0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0839.degrees latitude (g = 980.6199 gals.).
 GC0839
 GC0839.The modeled gravity was interpolated from observed gravity values.
 GC0839
 GC0839;                    North         East    Units  Estimated Accuracy
 GC0839;SPC TN       -   193,720.      524,440.      MT  (+/- 180 meters Scaled)
 GC0839
 GC0839                          SUPERSEDED SURVEY CONTROL
 GC0839
 GC0839  NGVD 29 (??/??/92)  194.146  (m)          636.96   (f) ADJ UNCH    2 0
 GC0839
 GC0839.Superseded values are not recommended for survey control.
 GC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0839.See file dsdata.txt to determine how the superseded data were derived.
 GC0839
 GC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145924(NAD 83)
 GC0839_MARKER: DD = SURVEY DISK
 GC0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0839_STAMPING: CHURCH RM-2 1963
 GC0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0839+STABILITY: SURFACE MOTION
 GC0839
 GC0839  HISTORY     - Date     Condition        Report By
 GC0839  HISTORY     - 1963     MONUMENTED       TNHD
 GC0839
 GC0839                          STATION DESCRIPTION
 GC0839
 GC0839'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0839'4 MI S FROM NASHVILLE.
 GC0839'THE MARK IS LOCATED AT THE CHURCH 1963 STATION SITE, 37 FEET
 GC0839'NORTH OF THE CENTER LINE OF THE PAVED DRIVE TO THE HILLSBORO
 GC0839'PRESBYTERIAN CHURCH, 27 FEET EAST OF THE CENTER LINE OF U.S.
 GC0839'HIGHWAY 431, AND 8 FEET WEST OF THE TELEPHONE POLE NO. 42.  IT
 GC0839'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1632 ***********************************************************************
 GD1632  DESIGNATION -  CHURCHTON
 GD1632  PID         -  GD1632
 GD1632  STATE/COUNTY-  TN/DYER
 GD1632  USGS QUAD   -  TATUMVILLE (1981)
 GD1632
 GD1632                         *CURRENT SURVEY CONTROL
 GD1632  ___________________________________________________________________
 GD1632* NAD 83(1995)-  36 07 10.91201(N)    089 10 58.96464(W)     ADJUSTED  
 GD1632* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 GD1632  ___________________________________________________________________
 GD1632  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GD1632  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1632
 GD1632  HORZ ORDER  -  THIRD
 GD1632
 GD1632.The horizontal coordinates were established by classical geodetic methods
 GD1632.and adjusted by the National Geodetic Survey in April 1999..
 GD1632
 GD1632.The orthometric height was scaled from a topographic map.
 GD1632
 GD1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1632
 GD1632.The geoid height was determined by GEOID03.
 GD1632
 GD1632;                    North         East     Units Scale Factor Converg.
 GD1632;SPC TN       -   202,855.985   313,500.937   MT  0.99996079   -1 51 48.5
 GD1632;SPC TN       -   665,536.68  1,028,544.32   sFT  0.99996079   -1 51 48.5
 GD1632;UTM  16      - 3,999,431.769   303,530.406   MT  1.00007564   -1 17 14.1
 GD1632
 GD1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1632!SPC TN       -   0.99998779  x   0.99996079  =   0.99994858
 GD1632!UTM  16      -   0.99998779  x   1.00007564  =   1.00006343
 GD1632
 GD1632|---------------------------------------------------------------------|
 GD1632| PID    Reference Object                     Distance      Geod. Az  |
 GD1632|                                                           dddmmss.s |
 GD1632| GD1634 TT 11 RJH                            24.762 METERS 07856     |
 GD1632| GD1645 NEWBERN MUNICIPAL TANK              APPROX. 7.5 KM 2653521.9 |
 GD1632| CG3786 CHURCHTON AZ MK                                    2695904.1 |
 GD1632| CG3787 CHURCHTON RM 1                       33.672 METERS 35107     |
 GD1632| GD1636 TRIMBLE MUNICIPAL TANK              APPROX. 9.4 KM 3553641.4 |
 GD1632|---------------------------------------------------------------------|
 GD1632
 GD1632                          SUPERSEDED SURVEY CONTROL
 GD1632
 GD1632  NAD 83(1995)-  36 07 10.91538(N)    089 10 58.96563(W) AD(       ) 3
 GD1632  NAD 83(1995)-  36 07 10.91594(N)    089 10 58.96533(W) AD(       ) 3
 GD1632  NAD 83(1986)-  36 07 10.92356(N)    089 10 58.96448(W) AD(       ) 3
 GD1632  NAD 27      -  36 07 10.67610(N)    089 10 58.72210(W) AD(       ) 3
 GD1632
 GD1632.Superseded values are not recommended for survey control.
 GD1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1632.See file dsdata.txt to determine how the superseded data were derived.
 GD1632
 GD1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0353099432(NAD 83)
 GD1632_MARKER: DS = TRIANGULATION STATION DISK
 GD1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1632_STAMPING: CHURCHTON 1959
 GD1632_PROJECTION: FLUSH
 GD1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1632
 GD1632  HISTORY     - Date     Condition        Report By
 GD1632  HISTORY     - 1959     MONUMENTED       CGS
 GD1632  HISTORY     - 1967     GOOD             CGS
 GD1632  HISTORY     - 19961105 GOOD             USE
 GD1632
 GD1632                          STATION DESCRIPTION
 GD1632
 GD1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1632'THE STATION IS ABOUT 5.5 MILES EAST OF NEWBERN, 4 MILES NORTHWEST OF
 GD1632'YORKVILLE AND IS IN THE SOUTHWEST CORNER OF THE CHURCH GROUNDS OF
 GD1632'THE LEMASAMAC CHURCH OF CHRIST.  IT IS 84 FEET WEST OF THE SOUTHWEST
 GD1632'CORNER OF THE CHURCH HOUSE, 71 FEET SOUTHWEST OF A 30 INCH
 GD1632'PECAN TREE, 61 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 80 FEET
 GD1632'NORTH OF THE CENTERLINE OF STATE HIGHWAY 77, 40 FEET NORTHEAST OF A
 GD1632'POWER POLE AND 36 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 GD1632'IS FLUSH AND THE DISK IS STAMPED CHURCHTON 1959.
 GD1632'
 GD1632'TO REACH THE STATION FROM THE POST OFFICE IN NEWBERN, GO NORTH ON
 GD1632'U.S. HIGHWAY 51 FOR 0.35 MILES TO A JUNCTION WITH STATE HIGHWAY 77.
 GD1632'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 77 FOR 0.6 MILE TO A
 GD1632'RAILROAD CROSSING.  CONTINUE EASTERLY ON HIGHWAY 77 FOR 2.8 MILES
 GD1632'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON
 GD1632'HIGHWAY 77 FOR 1.0 MILE TO A CROSSROAD, AND CHURCH ON THE LEFT,
 GD1632'AND STATION ON THE LEFT.
 GD1632'
 GD1632'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1632'27 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTH OF
 GD1632'OF THE WEST END OF A BUSHY FENCE ROW.  THE MONUMENT PROJECTS 2
 GD1632'INCHES AND THE DISK IS STAMPED CHURCHTON NO 1 1959.
 GD1632'
 GD1632'TT 11 USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 GD1632'IN THE TOP OF AN 8 X 8 INCH SQUARE CONCRETE POST SET FLUSH WITH THE
 GD1632'GROUND STAMPED TT 11 RJH 1956.  IT IS 33 FEET NORTHWEST OF A 24
 GD1632'INCH TREE, 33 FEET SOUTHEAST OF THE 30 INCH PECAN TREE AND 3 FEET
 GD1632'WEST OF THE SOUTHWEST CORNER OF THE CHURCH HOUSE.
 GD1632'
 GD1632'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 GD1632'77, 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 1
 GD1632'FOOT WEST OF A WIRE FENCE, 5 FEET SOUTH OF A TELEPHONE POLE AND 4
 GD1632'FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2
 GD1632'INCHES AND THE DISK IS STAMPED CHURCHTON 1959.
 GD1632'
 GD1632'TRAVERSE DISTANCE GIVEN FOR STATION TT 11 USGS.
 GD1632'
 GD1632'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1632
 GD1632                          STATION RECOVERY (1967)
 GD1632
 GD1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1632'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 GD1632'CONDITION OF ALL MARKS GOOD.
 GD1632'
 GD1632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GD1632'NORTHWEST OF YORKVILLE.
 GD1632
 GD1632                          STATION RECOVERY (1996)
 GD1632
 GD1632'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 GD1632'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1618 ***********************************************************************
 GD1618  DESIGNATION -  CITY PARK
 GD1618  PID         -  GD1618
 GD1618  STATE/COUNTY-  TN/OBION
 GD1618  USGS QUAD   -  OBION (1983)
 GD1618
 GD1618                         *CURRENT SURVEY CONTROL
 GD1618  ___________________________________________________________________
 GD1618* NAD 83(1995)-  36 20 19.82584(N)    089 09 52.61827(W)     ADJUSTED  
 GD1618* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 GD1618  ___________________________________________________________________
 GD1618  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GD1618  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1618
 GD1618  HORZ ORDER  -  THIRD
 GD1618
 GD1618.The horizontal coordinates were established by classical geodetic methods
 GD1618.and adjusted by the National Geodetic Survey in April 1999..
 GD1618
 GD1618.The orthometric height was scaled from a topographic map.
 GD1618
 GD1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1618
 GD1618.The geoid height was determined by GEOID03.
 GD1618
 GD1618;                    North         East     Units Scale Factor Converg.
 GD1618;SPC TN       -   227,105.607   315,945.300   MT  0.99998712   -1 51 09.7
 GD1618;SPC TN       -   745,095.65  1,036,563.87   sFT  0.99998712   -1 51 09.7
 GD1618;UTM  16      - 4,023,706.989   305,732.388   MT  1.00006501   -1 16 59.0
 GD1618
 GD1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1618!SPC TN       -   0.99998606  x   0.99998712  =   0.99997318
 GD1618!UTM  16      -   0.99998606  x   1.00006501  =   1.00005107
 GD1618
 GD1618|---------------------------------------------------------------------|
 GD1618| PID    Reference Object                     Distance      Geod. Az  |
 GD1618|                                                           dddmmss.s |
 GD1618| CG3789 CITY PARK RM 1                       25.911 METERS 08541     |
 GD1618| GD0779 P 13                                 18.845 METERS 18225     |
 GD1618| GD1622 TROY MUNICIPAL TANK                 474.160 METERS 2941751.3 |
 GD1618| GD1623 TROY                                APPROX. 2.7 KM 3210101.1 |
 GD1618| CG3788 CITY PARK AZ MK                                    3432430.3 |
 GD1618|---------------------------------------------------------------------|
 GD1618
 GD1618                          SUPERSEDED SURVEY CONTROL
 GD1618
 GD1618  NAD 83(1995)-  36 20 19.82908(N)    089 09 52.61762(W) AD(       ) 3
 GD1618  NAD 83(1995)-  36 20 19.83132(N)    089 09 52.61763(W) AD(       ) 3
 GD1618  NAD 83(1986)-  36 20 19.83789(N)    089 09 52.61763(W) AD(       ) 3
 GD1618  NAD 27      -  36 20 19.59620(N)    089 09 52.37370(W) AD(       ) 3
 GD1618
 GD1618.Superseded values are not recommended for survey control.
 GD1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1618.See file dsdata.txt to determine how the superseded data were derived.
 GD1618
 GD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0573223707(NAD 83)
 GD1618_MARKER: DS = TRIANGULATION STATION DISK
 GD1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1618
 GD1618  HISTORY     - Date     Condition        Report By
 GD1618  HISTORY     - 1959     MONUMENTED       CGS
 GD1618  HISTORY     - 1967     GOOD             CGS
 GD1618
 GD1618                          STATION DESCRIPTION
 GD1618
 GD1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1618'THE STATION IS IN THE CITY PARK OF TROY, IN THE SOUTHWEST CORNER OF
 GD1618'THE PARK, WHICH IS CENTRALY LOCATED IN TROY.  IT IS 120 FEET NORTH
 GD1618'OF THE CENTERLINE OF STATE HIGHWAY 21, 81 FEET EAST OF THE
 GD1618'CENTERLINE OF A PAVED STREET, 18 FEET EAST OF THE EAST EDGE OF A
 GD1618'SIDEWALK, 40 FEET SOUTH OF A 12 INCH LOCUST TREE AND
 GD1618'35 FEET NORTHWEST OF A 12 INCH LOCUST TREE.  THE MONUMENT IS FLUSH
 GD1618'AND THE DISK IS STAMPED CITY PARK 1959.
 GD1618'
 GD1618'REFERENCE MARK 1 IS 128 FEET NORTH OF THE CENTERLINE OF HIGHWAY 21,
 GD1618'130 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 29 FEET
 GD1618'NORTHWEST OF A 10 INCH LOCUST TREE, 40 FEET SOUTH OF A 16 INCH
 GD1618'LOCUST TREE AND 36 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT IS
 GD1618'FLUSH AND THE DISK IS STAMPED CITY PARK NO 1 1959.
 GD1618'
 GD1618'BENCH MARK P 13 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD1618'MARK DISK SET FLUSH IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT
 GD1618'PROJECTS 3 INCHES.  THE DISK IS STAMPED P 13 1935.  IT IS 56 FEET
 GD1618'NORTH OF THE CENTERLINE OF HIGHWAY 21, 79 FEET EAST OF THE
 GD1618'CENTERLINE OF THE PAVED STREET AND 39 FEET SOUTHEAST OF A 14 INCH
 GD1618'LOCUST TREE.
 GD1618'
 GD1618'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. S. R. MALONE, 15 FEET
 GD1618'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 23 FEET NORTH OF THE
 GD1618'CENTERLINE OF A PAVED STREET AND 60 FEET EAST OF A POWER POLE.  THE
 GD1618'MONUMENT IS FLUSH AND THE DISK IS STAMPED CITY PARK 1959.
 GD1618'
 GD1618'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, AT THE NORTHWEST
 GD1618'CORNER OF THE CITY PARK AND ABOUT 300 FEET NORTH OF THE STATION, GO
 GD1618'WEST ON A PAVED STREET FOR 0.05 MILE TO A T-STREET.  TURN RIGHT AND
 GD1618'GO NORTH ON A PAVED STREET FOR 0.05 MILE TO A CROSS STREET.  CONTINUE
 GD1618'NORTH ON THE PAVED STREET FOR 0.05 MILE TO A T-STREET.  TURN
 GD1618'RIGHT AND GO EAST FOR ABOUT 120 FEET TO THE AZIMUTH MARK ON THE LEFT.
 GD1618'
 GD1618'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1618
 GD1618                          STATION RECOVERY (1967)
 GD1618
 GD1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1618'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 GD1618'
 GD1618'THE DETAILED DESCRIPTION OF THE STATION AND ALL MARKS, AND THE
 GD1618'STATION TO-REACH ARE CORRECT AND COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4387 ***********************************************************************
 AA4387  SACS        -  This is a Secondary Airport Control Station.
 AA4387  DESIGNATION -  CKV AP 1967 STA B
 AA4387  PID         -  AA4387
 AA4387  STATE/COUNTY-  TN/MONTGOMERY
 AA4387  USGS QUAD   -  NEW PROVIDENCE (1986)
 AA4387
 AA4387                         *CURRENT SURVEY CONTROL
 AA4387  ___________________________________________________________________
 AA4387* NAD 83(1995)-  36 36 52.57615(N)    087 24 45.03596(W)     ADJUSTED  
 AA4387* NAVD 88     -       166.37   (+/-2cm)     545.8    (feet)  VERTCON   
 AA4387  ___________________________________________________________________
 AA4387  X           -     231,400.275 (meters)                     COMP
 AA4387  Y           -  -5,120,500.829 (meters)                     COMP
 AA4387  Z           -   3,783,231.645 (meters)                     COMP
 AA4387  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA4387  ELLIP HEIGHT-         136.73  (meters)          (02/25/99) GPS OBS
 AA4387  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AA4387
 AA4387  HORZ ORDER  -  FIRST
 AA4387  VERT ORDER  -  THIRD ? (See Below)
 AA4387  ELLP ORDER  -  FOURTH    CLASS II
 AA4387
 AA4387.This mark is at Outlaw Field Airport (CKV)
 AA4387
 AA4387.The horizontal coordinates were established by GPS observations
 AA4387.and adjusted by the National Geodetic Survey in February 1999..
 AA4387
 AA4387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4387
 AA4387.GPS derived orthometric heights for airport stations designated as
 AA4387.PACS or SACS are published to 2 decimal places.  This maintains
 AA4387.centimeter relative accuracy between the PACS and SACS.  It does
 AA4387.not indicate centimeter accuracy relative to other marks which are
 AA4387.part of the NAVD 88 network.
 AA4387.The vertical order pertains to the NGVD 29 superseded value.
 AA4387
 AA4387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4387
 AA4387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4387
 AA4387.The ellipsoidal height was determined by GPS observations
 AA4387.and is referenced to NAD 83.
 AA4387
 AA4387.The geoid height was determined by GEOID03.
 AA4387
 AA4387;                    North         East     Units Scale Factor Converg.
 AA4387;SPC TN       -   254,025.880   473,637.614   MT  1.00004110   -0 49 37.0
 AA4387;SPC TN       -   833,416.57  1,553,926.07   sFT  1.00004110   -0 49 37.0
 AA4387;UTM  16      - 4,052,199.783   463,111.981   MT  0.99961676   -0 14 45.7
 AA4387
 AA4387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4387!SPC TN       -   0.99997854  x   1.00004110  =   1.00001964
 AA4387!UTM  16      -   0.99997854  x   0.99961676  =   0.99959531
 AA4387
 AA4387:                Primary Azimuth Mark                     Grid Az
 AA4387:SPC TN       -  CKV ARP 1967                             346 58 17.2
 AA4387:UTM  16      -  CKV ARP 1967                             346 23 25.9
 AA4387
 AA4387|---------------------------------------------------------------------|
 AA4387| PID    Reference Object                     Distance      Geod. Az  |
 AA4387|                                                           dddmmss.s |
 AA4387| AA4386 CKV ARP 1967                        APPROX. 0.7 KM 3460840.2 |
 AA4387|---------------------------------------------------------------------|
 AA4387
 AA4387                          SUPERSEDED SURVEY CONTROL
 AA4387
 AA4387  NAD 83(1995)-  36 36 52.57739(N)    087 24 45.04012(W) AD(       ) 1
 AA4387  NAD 83(1995)-  36 36 52.57740(N)    087 24 45.04013(W) AD(       ) 1
 AA4387  ELLIP H (09/30/94)  136.69   (m)                       GP(       ) 4 2
 AA4387  NGVD 29 (09/30/94)  166.43   (m)          546.0    (f) LEVELING    3  
 AA4387
 AA4387.Superseded values are not recommended for survey control.
 AA4387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4387.See file dsdata.txt to determine how the superseded data were derived.
 AA4387
 AA4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6311252200(NAD 83)
 AA4387_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4387_SP_SET: CONCRETE POST
 AA4387_STAMPING: AP 1967 STA B
 AA4387_MARK LOGO: CGS   
 AA4387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4387+STABILITY: SURFACE MOTION
 AA4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4387+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA4387
 AA4387  HISTORY     - Date     Condition        Report By
 AA4387  HISTORY     - 1967     MONUMENTED       CGS
 AA4387  HISTORY     - 19870320 GOOD             NGS
 AA4387
 AA4387                          STATION DESCRIPTION
 AA4387
 AA4387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DLW)
 AA4387'STATION IS LOCATED ON OUTLAW FIELD AIRPORT WHICH IS LOCATED NORTHWEST
 AA4387'OF THE CITY OF CLARKSVILLE, TN JUST SOUTH OF THE KENTUCKY-TENNESSEE
 AA4387'BORDER EAST OF ALTERNATE US HIGHWAY 41 AND SOUTH OF STATE HIGHWAY 236.
 AA4387'FROM THE TERMINAL RAMP DRIVE EAST TO THE TAXIWAY RUNNING NORTH-SOUTH
 AA4387'AND PARALLEL TO THE RUNWAY.  TURN SOUTH ONTO TAXIWAY AND PROCEED ON
 AA4387'TAXIWAY CROSSING AN EAST-WEST TAXIWAY TO RUNWAY 5/23 THEN ACROSS
 AA4387'RUNWAY 5/23. CONTINUE ON TAXIWAY TO RUNWAY END 35. CROSS RUNWAY END 35
 AA4387'TO STATION ON EAST SIDE OF RUNWAY ABOUT 418 FT (127.4 M) NNE OF THE
 AA4387'CENTERLINE END OF RUNWAY 35 ABOUT 100 FT (30.5 M) EAST OF THE EAST
 AA4387'EDGE OF THE RUNWAY. IT IS ABOUT 418 FT (127.4 M) NNE OF THE CENTERLINE
 AA4387'END OF RUNWAY 34, 150 FT (45.7 M) E OF THE CENTERLINE OF THE RUNWAY,
 AA4387'91.1 FT (27.8 M) E OF THE SECOND RUNWAY LIGHT NORTH OF THE RUNWAY END
 AA4387'(NUMBER 63), 207.4 FT (63.2 M) SE OF THE THIRD RUNWAY LIGHT FROM THE
 AA4387'END (NUMBER 61) AND 269.6 FT (82.2 M) SE OF THE SE CONCRETE FOOTING OF
 AA4387'THE MOST SOUTHEASTERLY OF 4 VASI LIGHT BOXES.
 AA4387
 AA4387                          STATION RECOVERY (1987)
 AA4387
 AA4387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AA4387'STATION IS LOCATED ABOUT 418 FT (127.4 M) NNE OF THE CENTERLINE END OF
 AA4387'RWY 34, 150 FT (45.7 M) EAST OF THE CENTERLINE OF THE RUNWAY, 91.1 FT
 AA4387'(27.8 M) EAST OF THE SECOND RWY LT NORTH OF THE RWY END ON THE EAST
 AA4387'SIDE OF THE RWY (LT 63), 207.4 FT (63.2 M) SE OF THE NEXT RWY LT TO
 AA4387'THE NORTH (LT 61) AND 269.6 FT (82.2 M) SE OF THE SE CONCRETE FOOTING
 AA4387'OF THE MOST SOUTHERLY OF 4 VASI LIGHT BOXES.  THE STATION IS A
 AA4387'STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AA4387'THE GROUND AND STAMPED AP 1967 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4386 ***********************************************************************
 AA4386  PACS        -  This is a Primary Airport Control Station.
 AA4386  DESIGNATION -  CKV ARP 1967
 AA4386  PID         -  AA4386
 AA4386  STATE/COUNTY-  TN/MONTGOMERY
 AA4386  USGS QUAD   -  NEW PROVIDENCE (1986)
 AA4386
 AA4386                         *CURRENT SURVEY CONTROL
 AA4386  ___________________________________________________________________
 AA4386* NAD 83(1995)-  36 37 15.27325(N)    087 24 51.98098(W)     ADJUSTED  
 AA4386* NAVD 88     -       164.33   (+/-2cm)     539.1    (feet)  VERTCON   
 AA4386  ___________________________________________________________________
 AA4386  X           -     231,208.965 (meters)                     COMP
 AA4386  Y           -  -5,120,090.064 (meters)                     COMP
 AA4386  Z           -   3,783,791.983 (meters)                     COMP
 AA4386  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA4386  ELLIP HEIGHT-         134.67  (meters)          (02/25/99) GPS OBS
 AA4386  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AA4386
 AA4386  HORZ ORDER  -  B
 AA4386  VERT ORDER  -  THIRD ? (See Below)
 AA4386  ELLP ORDER  -  FOURTH    CLASS II
 AA4386
 AA4386.This mark is at Outlaw Field Airport (CKV)
 AA4386
 AA4386.The horizontal coordinates were established by GPS observations
 AA4386.and adjusted by the National Geodetic Survey in February 1999..
 AA4386
 AA4386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4386
 AA4386.GPS derived orthometric heights for airport stations designated as
 AA4386.PACS or SACS are published to 2 decimal places.  This maintains
 AA4386.centimeter relative accuracy between the PACS and SACS.  It does
 AA4386.not indicate centimeter accuracy relative to other marks which are
 AA4386.part of the NAVD 88 network.
 AA4386.The vertical order pertains to the NGVD 29 superseded value.
 AA4386
 AA4386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4386
 AA4386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4386
 AA4386.The ellipsoidal height was determined by GPS observations
 AA4386.and is referenced to NAD 83.
 AA4386
 AA4386.The geoid height was determined by GEOID03.
 AA4386
 AA4386;                    North         East     Units Scale Factor Converg.
 AA4386;SPC TN       -   254,727.970   473,475.155   MT  1.00004261   -0 49 41.0
 AA4386;SPC TN       -   835,720.01  1,553,393.07   sFT  1.00004261   -0 49 41.0
 AA4386;UTM  16      - 4,052,899.893   462,942.485   MT  0.99961692   -0 14 50.0
 AA4386
 AA4386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4386!SPC TN       -   0.99997887  x   1.00004261  =   1.00002147
 AA4386!UTM  16      -   0.99997887  x   0.99961692  =   0.99959579
 AA4386
 AA4386:                Primary Azimuth Mark                     Grid Az
 AA4386:SPC TN       -  CKV AP 1967 STA B                        166 58 17.1
 AA4386:UTM  16      -  CKV AP 1967 STA B                        166 23 26.1
 AA4386
 AA4386|---------------------------------------------------------------------|
 AA4386| PID    Reference Object                     Distance      Geod. Az  |
 AA4386|                                                           dddmmss.s |
 AA4386| AA4387 CKV AP 1967 STA B                   APPROX. 0.7 KM 1660836.1 |
 AA4386|---------------------------------------------------------------------|
 AA4386
 AA4386                          SUPERSEDED SURVEY CONTROL
 AA4386
 AA4386  NAD 83(1995)-  36 37 15.27449(N)    087 24 51.98515(W) AD(       ) B
 AA4386  ELLIP H (09/30/94)  134.64   (m)                       GP(       ) 4 2
 AA4386  NGVD 29 (09/30/94)  164.39   (m)          539.3    (f) LEVELING    3  
 AA4386
 AA4386.Superseded values are not recommended for survey control.
 AA4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4386.See file dsdata.txt to determine how the superseded data were derived.
 AA4386
 AA4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6294252900(NAD 83)
 AA4386_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4386_SP_SET: CONCRETE POST
 AA4386_STAMPING: ARP 1967
 AA4386_MARK LOGO: CGS   
 AA4386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4386+STABILITY: SURFACE MOTION
 AA4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4386+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA4386
 AA4386  HISTORY     - Date     Condition        Report By
 AA4386  HISTORY     - 1967     MONUMENTED       CGS
 AA4386  HISTORY     - 19870320 GOOD             NGS
 AA4386
 AA4386                          STATION DESCRIPTION
 AA4386
 AA4386'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DLW)
 AA4386'STATION IS LOCATED ON OUTLAW FIELD AIRPORT WHICH IS LOCATED NORTHWEST
 AA4386'OF THE CITY OF CLARKSVILLE, TN JUST SOUTH OF THE KENTUCKY-TENNESSEE
 AA4386'BORDER EAST OF ALTERNATE US HIGHWAY 41 AND SOUTH OF STATE HIGHWAY 236.
 AA4386'FROM THE TERMINAL RAMP DRIVE EAST TO THE TAXIWAY RUNNING NORTH-SOUTH
 AA4386'AND PARALLEL TO THE RUNWAY.  TURN SOUTH ONTO TAXIWAY AND PROCEED ON
 AA4386'TAXIWAY CROSSING AN EAST-WEST TAXIWAY TO RUNWAY 5/23.  PROCEED ONTO
 AA4386'RUNWAY ACROSS THE INTERSECTION OF RUNWAYS 5/23 AND 17/35 TO THE GRASS
 AA4386'SOUTHEAST OF THE INTERSECTION OF RUNWAY.  GO SOUTHERLY ALONG THE EAST
 AA4386'EDGE OF RUNWAY 17/35 FOR 0.1 MI (0.2 KM) TO THE STATION ON LEFT. IT IS
 AA4386'150 FT (45.7 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY, 500
 AA4386'FT (152.4 M) SE OF THE RUNWAY INTERSECTION, 653 FT (199.0 M) SW OF A
 AA4386'RADAR SITE (VOR), 183.7 FT (56.0 M) SE OF THE SECOND RUNWAY LIGHT
 AA4386'SOUTH OF THE INTERSECTION OF RUNWAY AND 97.0 FT (29.6 M) NE OF THE
 AA4386'THIRD RUNWAY LIGHT FROM THE INTERSECTION.
 AA4386
 AA4386                          STATION RECOVERY (1987)
 AA4386
 AA4386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AA4386'STATION IS LOCATED 150 FT (45.7 M) EAST OF THE CENTERLINE OF RWY
 AA4386'16-34, 500 FT (152.4 M) SE OF THE INTERSECTION OF THE RUNWAYS, 653 FT
 AA4386'(199.0 M) SW OF THE VOR, 183.7 FT (56.0 M) SE OF THE SECOND RWY LT
 AA4386'SOUTH OF THE INTERSECTION OF THE RUNWAYS ON THE EAST SIDE OF RWY 16-34
 AA4386'(LT 37), AND 97.0 FT (29.6 M) NE OF THE NEXT RWY LT TO THE SOUTH (LT
 AA4386'39).  THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 AA4386'MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4388 ***********************************************************************
 AA4388  SACS        -  This is a Secondary Airport Control Station.
 AA4388  DESIGNATION -  CKV C 1993
 AA4388  PID         -  AA4388
 AA4388  STATE/COUNTY-  TN/MONTGOMERY
 AA4388  USGS QUAD   -  NEW PROVIDENCE (1986)
 AA4388
 AA4388                         *CURRENT SURVEY CONTROL
 AA4388  ___________________________________________________________________
 AA4388* NAD 83(1995)-  36 37 36.66322(N)    087 25 01.59031(W)     ADJUSTED  
 AA4388* NAVD 88     -       160.28   (+/-2cm)     525.9    (feet)  VERTCON   
 AA4388  ___________________________________________________________________
 AA4388  X           -     230,952.561 (meters)                     COMP
 AA4388  Y           -  -5,119,704.649 (meters)                     COMP
 AA4388  Z           -   3,784,318.763 (meters)                     COMP
 AA4388  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4388  ELLIP HEIGHT-         130.64  (meters)          (02/25/99) GPS OBS
 AA4388  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AA4388
 AA4388  HORZ ORDER  -  FIRST
 AA4388  VERT ORDER  -  THIRD ? (See Below)
 AA4388  ELLP ORDER  -  FOURTH    CLASS II
 AA4388
 AA4388.This mark is at Outlaw Field Airport (CKV)
 AA4388
 AA4388.The horizontal coordinates were established by GPS observations
 AA4388.and adjusted by the National Geodetic Survey in February 1999..
 AA4388
 AA4388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4388
 AA4388.GPS derived orthometric heights for airport stations designated as
 AA4388.PACS or SACS are published to 2 decimal places.  This maintains
 AA4388.centimeter relative accuracy between the PACS and SACS.  It does
 AA4388.not indicate centimeter accuracy relative to other marks which are
 AA4388.part of the NAVD 88 network.
 AA4388.The vertical order pertains to the NGVD 29 superseded value.
 AA4388
 AA4388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4388
 AA4388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4388
 AA4388.The ellipsoidal height was determined by GPS observations
 AA4388.and is referenced to NAD 83.
 AA4388
 AA4388.The geoid height was determined by GEOID03.
 AA4388
 AA4388;                    North         East     Units Scale Factor Converg.
 AA4388;SPC TN       -   255,390.733   473,245.947   MT  1.00004404   -0 49 46.7
 AA4388;SPC TN       -   837,894.43  1,552,641.08   sFT  1.00004404   -0 49 46.7
 AA4388;UTM  16      - 4,053,560.017   462,706.671   MT  0.99961713   -0 14 55.9
 AA4388
 AA4388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4388!SPC TN       -   0.99997950  x   1.00004404  =   1.00002354
 AA4388!UTM  16      -   0.99997950  x   0.99961713  =   0.99959664
 AA4388
 AA4388                          SUPERSEDED SURVEY CONTROL
 AA4388
 AA4388  NAD 83(1995)-  36 37 36.66446(N)    087 25 01.59447(W) AD(       ) 1
 AA4388  NAD 83(1995)-  36 37 36.66447(N)    087 25 01.59448(W) AD(       ) 1
 AA4388  ELLIP H (09/30/94)  130.61   (m)                       GP(       ) 4 2
 AA4388  NGVD 29 (09/30/94)  160.34   (m)          526.0    (f) LEVELING    3  
 AA4388
 AA4388.Superseded values are not recommended for survey control.
 AA4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4388.See file dsdata.txt to determine how the superseded data were derived.
 AA4388
 AA4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6270753560(NAD 83)
 AA4388_MARKER: DD = SURVEY DISK
 AA4388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4388_SP_SET: CONCRETE POST
 AA4388_STAMPING: CKV C 1993
 AA4388_MARK LOGO: NOS   
 AA4388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4388+STABILITY: SURFACE MOTION
 AA4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4388+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4388
 AA4388  HISTORY     - Date     Condition        Report By
 AA4388  HISTORY     - 1993     MONUMENTED       NOS
 AA4388  HISTORY     - 19930315 GOOD             NGS
 AA4388
 AA4388                          STATION DESCRIPTION
 AA4388
 AA4388'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA4388'STATION IS LOCATED ON OUTLAW FIELD AIRPORT WHICH IS LOCATED NORTHWEST
 AA4388'OF THE CITY OF CLARKSVILLE, TN JUST SOUTH OF THE KENTUCKY/TENNESSE
 AA4388'STATE LINE EAST OF ALTERNATE US HIGHWAY 41 AND SOUTH OF STATE HIGHWAY
 AA4388'236. FROM THE TERMINAL AREA PROCEED EAST TO THE TAXIWAY RUNNING
 AA4388'PARALLEL WITH THE NORTH-SOUTH RUNWAY.  GO NORTH ON THE TAXIWAY TO
 AA4388'WHERE IT JOGS EAST TO THE RUNWAY AND THE STATION WHICH IS ON THE WEST
 AA4388'SIDE OF THE RUNWAY NORTH OF THE TAXIWAY. IT IS 12.9 M (42.3 FT) NE OF
 AA4388'THE N EDGE OF THE TAXIWAY, 12.7 M (41.7 FT) WSW OF THE WEST EDGE OF
 AA4388'THE RUNWAY, 10.6 M (34.8 FT) W OF A RUNWAY LIGHT AND 10.5 M (34.4 FT)
 AA4388'N OF THE SECOND TAXIWAY LIGHT W OF THE RUNWAY EDGE.
 AA4388
 AA4388                          STATION RECOVERY (1993)
 AA4388
 AA4388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA4388'THE STATION IS LOCATED NORTH OF THE INTERSECTION OF A TAXIWAY AND WEST
 AA4388'OF RUNWAY 17-35 NEAR THE NORTH END OF THE AIRFIELD.  42.4 FT (12.9 M)
 AA4388'NORTHEAST OF THE NORTH EDGE OF THE TAXIWAY, 41.6 FT (12.7 M)
 AA4388'WEST-SOUTHWEST OF THE WEST EDGE OF RUNWAY 17-35, 34.8 FT (10.6 M) WEST
 AA4388'OF THE FIRST RUNWAY LIGHT NORTH OF THE INTERSECTION WITH TAXIWAY AND
 AA4388'34.7 FT (10.6 M) NORTH OF THE 2ND TAXIWAY LT WEST OF RUNWAY 17-35.
 AA4388'THE STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE
 AA4388'MONUMENT 0.5 FT (15.2 CM) BELOW THE GROUND SURFACE.  DISK IS STAMPED
 AA4388'CKV C 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2218 ***********************************************************************
 FE2218  DESIGNATION -  CLARK
 FE2218  PID         -  FE2218
 FE2218  STATE/COUNTY-  TN/CARROLL
 FE2218  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE2218
 FE2218                         *CURRENT SURVEY CONTROL
 FE2218  ___________________________________________________________________
 FE2218* NAD 83(1995)-  35 57 17.00930(N)    088 14 14.41550(W)     ADJUSTED  
 FE2218* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 FE2218  ___________________________________________________________________
 FE2218  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FE2218  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FE2218
 FE2218  HORZ ORDER  -  SECOND
 FE2218
 FE2218.The horizontal coordinates were established by classical geodetic methods
 FE2218.and adjusted by the National Geodetic Survey in April 1999..
 FE2218
 FE2218.The orthometric height was scaled from a topographic map.
 FE2218
 FE2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2218
 FE2218.The geoid height was determined by GEOID03.
 FE2218
 FE2218;                    North         East     Units Scale Factor Converg.
 FE2218;SPC TN       -   182,198.932   398,185.694   MT  0.99995061   -1 18 35.4
 FE2218;SPC TN       -   597,764.33  1,306,380.90   sFT  0.99995061   -1 18 35.4
 FE2218;UTM  16      - 3,979,634.290   388,415.274   MT  0.99975342   -0 43 35.7
 FE2218
 FE2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2218!SPC TN       -   0.99997557  x   0.99995061  =   0.99992618
 FE2218!UTM  16      -   0.99997557  x   0.99975342  =   0.99972900
 FE2218
 FE2218:                Primary Azimuth Mark                     Grid Az
 FE2218:SPC TN       -  CLARK AZ MK                              003 11 31.4
 FE2218:UTM  16      -  CLARK AZ MK                              002 36 31.7
 FE2218
 FE2218|---------------------------------------------------------------------|
 FE2218| PID    Reference Object                     Distance      Geod. Az  |
 FE2218|                                                           dddmmss.s |
 FE2218| CG3790 CLARK AZ MK                                        0015256.0 |
 FE2218| CG3793 CLARK RM 3                            9.414 METERS 07645     |
 FE2218| FE2219 SMOTHERS                            APPROX. 3.6 KM 0855755.0 |
 FE2218| CG3792 CLARK RM 2                           19.428 METERS 20701     |
 FE2218| CG3791 CLARK RM 1                           21.068 METERS 35246     |
 FE2218|---------------------------------------------------------------------|
 FE2218
 FE2218                          SUPERSEDED SURVEY CONTROL
 FE2218
 FE2218  NAD 83(1995)-  35 57 17.01125(N)    088 14 14.42235(W) AD(       ) 2
 FE2218  NAD 83(1986)-  35 57 17.01935(N)    088 14 14.41596(W) AD(       ) 2
 FE2218  NAD 27      -  35 57 16.79700(N)    088 14 14.26000(W) AD(       ) 2
 FE2218
 FE2218.Superseded values are not recommended for survey control.
 FE2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2218.See file dsdata.txt to determine how the superseded data were derived.
 FE2218
 FE2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8841579634(NAD 83)
 FE2218_MARKER: DS = TRIANGULATION STATION DISK
 FE2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2218
 FE2218  HISTORY     - Date     Condition        Report By
 FE2218  HISTORY     - 1934     MONUMENTED       CGS
 FE2218  HISTORY     - 1976     GOOD             NGS
 FE2218
 FE2218                          STATION DESCRIPTION
 FE2218
 FE2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2218'ABOUT 3 MILES EAST OF BUENA VISTA, 1/4 MILE SOUTH OF POND BRANCH
 FE2218'SCHOOL, AND ON PROPERTY OF J. G. CLARK. TO REACH FROM BUENA VISTA,
 FE2218'GO EAST 0.2 MILE, TAKE T-ROAD RIGHT AND GO 1.7 MILES TO BIG SANDY
 FE2218'BRIDGE, TAKE LEFT FORK AND GO 2.7 MILES NORTHEAST TO TOP OF RIDGE
 FE2218'AND T-ROAD LEFT LEADING TO POND BRANCH SCHOOL. TURN LEFT AND GO 200
 FE2218'FEET TO SLIGHT RISE, BLAZED OAK TREE ON LEFT, AND STATION SITE.
 FE2218'STATION IS ABOUT 8 FEET ABOVE AND 51.4 FEET WEST OF CENTER LINE OF
 FE2218'DIRT ROAD AND 28.8 FEET WEST OF 10-INCH OAK TREE WITH TWO TRIANGULAR
 FE2218'BLAZES. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FE2218'IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE2218'STANDARD REFERENCE DISKS IN CONCRETE. NO.  1 IS IN FIELD,
 FE2218'33.8 FEET WEST OF CENTER LINE OF ROAD TO POND BRANCH SCHOOL AND
 FE2218'BRUCETON, AND 69.12 FEET FROM STATION N 31 DEG 50 MIN E. NO.
 FE2218'2 IS IN FIELD, ABOUT 150 FEET NORTH OF ROAD FROM BUENA VISTA-SMOTHERS
 FE2218'CROSSROAD, AND 63.75 FEET FROM STATION S 27 DEG W.
 FE2218'AZIMUTH MARK IS ON ROAD TO POND BRANCH SCHOOL AND BRUCETON, 11 FEET
 FE2218'WEST OF CENTER LINE OF ROAD, AND 0.2 MILE FROM STATION
 FE2218'N 1 DEG 52 MIN E. POND BRANCH SCHOOL, SOUTHEAST CORNER UNDER
 FE2218'EAVE OF ROOF, IS 1/4 MILE FROM STATION N 2 DEG 40 MIN W.
 FE2218
 FE2218                          STATION RECOVERY (1976)
 FE2218
 FE2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2218'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 FE2218'REFERENCE MARK 1 WAS FOUND DESTROYED BY FARMING AND THE DISK WAS
 FE2218'SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 FE2218'DESTROYED BY ROAD WORK.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 FE2218'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 FE2218'
 FE2218'THE STATION IS 1 FOOT EAST OF A METAL WITNESS POST, 17 FEET WEST OF
 FE2218'A FENCE, 52 FEET WEST OF THE CENTERLINE OF GRADED ROAD, 25 FEET WEST
 FE2218'OF A 6 INCH OAK TREE, 28 FEET WEST OF AN 8 INCH CEDAR TREE AND IN
 FE2218'AN OVERGROWN GARDEN AREA.  THE MONUMENT PROJECTS 12 INCHES AND THE
 FE2218'DISK IS STAMPED CLARK 1934.
 FE2218'
 FE2218'TO REACH THE STATION FROM THE BUENA VISTA POST OFFICE AND RAILROAD
 FE2218'CROSSING, GO EAST ON PAVED ROAD FOR 0.4 MILE TO A PAVED ROAD.  TURN
 FE2218'RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.9 MILE TO PAVED AND GRAVELED
 FE2218'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON THE ROAD FOR 0.85 MILE TO
 FE2218'A METAL BRIDGE OVER RIVER.  CONTINUE ON THE GRAVELED ROAD FOR 2.25
 FE2218'MILES TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH FOR ABOUT 150
 FE2218'FEET TO TOP OF GRADE AND THE STATION ON THE LEFT.
 FE2218'
 FE2218'REFERENCE MARK 2 IS 3 FEET SOUTH OF OLD GARDEN FENCE, 4 FEET
 FE2218'NORTHEAST OF A 6 INCH PERSIMMON TREE, 13 FEET NORTHWEST OF A 10 INCH
 FE2218'PERSIMMON TREE AND ABOUT 40 FEET NORTHEAST OF A SMALL FARM POND.
 FE2218'THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED CLARK NO 2
 FE2218'1934.
 FE2218'
 FE2218'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2218'MAGNETS, STAMPED CLARK 1934 NO 3 1976, PROJECTING 3 INCHES, 1 FOOT
 FE2218'SOUTH OF A METAL WITNESS POST, 21 FEET WEST OF THE CENTERLINE OF
 FE2218'THE ROAD, 14 FEET EAST OF THE FENCE, 6 FEET SOUTH OF THE 8 INCH
 FE2218'CEDAR TREE AND 7 FEET EAST OF THE 6 INCH OAK TREE.
 FE2218'
 FE2218'NOTE--LOCAL RESIDENTS WERE QUESTIONED ABOUT THE OWNERSHIP OF THE
 FE2218'PROPERTY BUT NO ONE KNEW WHO THE PRESENT PROPERTY OWNER IS.
 FE2218'
 FE2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FE2218'EAST OF BUENA VISTA.
 FE2218'
 FE2218'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2474 ***********************************************************************
 GC2474  DESIGNATION -  CLARKS
 GC2474  PID         -  GC2474
 GC2474  STATE/COUNTY-  TN/MONTGOMERY
 GC2474  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2474
 GC2474                         *CURRENT SURVEY CONTROL
 GC2474  ___________________________________________________________________
 GC2474* NAD 83(1995)-  36 33 08.09985(N)    087 25 00.65742(W)     ADJUSTED  
 GC2474* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 GC2474  ___________________________________________________________________
 GC2474  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GC2474  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2474
 GC2474  HORZ ORDER  -  SECOND
 GC2474
 GC2474.The horizontal coordinates were established by classical geodetic methods
 GC2474.and adjusted by the National Geodetic Survey in April 1999..
 GC2474
 GC2474.The orthometric height was scaled from a topographic map.
 GC2474
 GC2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2474
 GC2474.The geoid height was determined by GEOID03.
 GC2474
 GC2474;                    North         East     Units Scale Factor Converg.
 GC2474;SPC TN       -   247,112.509   473,149.276   MT  1.00002686   -0 49 46.1
 GC2474;SPC TN       -   810,734.96  1,552,323.92   sFT  1.00002686   -0 49 46.1
 GC2474;UTM  16      - 4,045,284.700   462,693.953   MT  0.99961715   -0 14 53.7
 GC2474
 GC2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2474!SPC TN       -   0.99997295  x   1.00002686  =   0.99999981
 GC2474!UTM  16      -   0.99997295  x   0.99961715  =   0.99959011
 GC2474
 GC2474:                Primary Azimuth Mark                     Grid Az
 GC2474:SPC TN       -  CLARKSVILLE S MUNICIPAL TANK             120 01 24.3
 GC2474:UTM  16      -  CLARKSVILLE S MUNICIPAL TANK             119 26 31.9
 GC2474
 GC2474|---------------------------------------------------------------------|
 GC2474| PID    Reference Object                     Distance      Geod. Az  |
 GC2474|                                                           dddmmss.s |
 GC2474| GC2467 CLARKSVILLE S MUNICIPAL TANK        APPROX. 6.7 KM 1191138.2 |
 GC2474| GC2466 CLARKSVILLE RADIO WJZM MAST         APPROX. 7.2 KM 1235515.9 |
 GC2474| CG5098 CLARKS RM 1                          30.919 METERS 18908     |
 GC2474| CG5099 CLARKS RM 2                          27.697 METERS 26920     |
 GC2474| CG5097 CLARKS AZ MK                                       2760046.9 |
 GC2474|---------------------------------------------------------------------|
 GC2474
 GC2474                          SUPERSEDED SURVEY CONTROL
 GC2474
 GC2474  NAD 83(1995)-  36 33 08.10079(N)    087 25 00.65826(W) AD(       ) 2
 GC2474  NAD 83(1995)-  36 33 08.10539(N)    087 25 00.66045(W) AD(       ) 2
 GC2474  NAD 83(1986)-  36 33 08.10974(N)    087 25 00.66046(W) AD(       ) 2
 GC2474  NAD 27      -  36 33 07.93700(N)    087 25 00.62800(W) AD(       ) 2
 GC2474
 GC2474.Superseded values are not recommended for survey control.
 GC2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2474.See file dsdata.txt to determine how the superseded data were derived.
 GC2474
 GC2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6269445285(NAD 83)
 GC2474_MARKER: DS = TRIANGULATION STATION DISK
 GC2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2474
 GC2474  HISTORY     - Date     Condition        Report By
 GC2474  HISTORY     - 1953     MONUMENTED       CGS
 GC2474  HISTORY     - 1957     MARK NOT FOUND   CGS
 GC2474  HISTORY     - 1981     MARK NOT FOUND   NGS
 GC2474
 GC2474                          STATION DESCRIPTION
 GC2474
 GC2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2474'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF CLARKSVILLE, ON
 GC2474'PROPERTY OWNED BY MR. LAWRENCE BOOTH. IT IS 73 FEET NORTH OF THE
 GC2474'CENTER OF U.S. HIGHWAY 79, 32 FEET SOUTHWEST OF A FENCE CORNER AND A
 GC2474'LONE CEDAR TREE AND 10 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 GC2474'IS FLUSH AND THE DISK IS STAMPED CLARKS 1953.
 GC2474'
 GC2474'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC2474'AND 2 FEET NORTH OF A TELEPHONE POLE. THE MARK IS FLUSH AND THE
 GC2474'DISK IS STAMPED CLARKS NO 1 1953.
 GC2474'
 GC2474'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 GC2474'THE MARK IS FLUSH AND THE DISK IS STAMPED CLARKS NO 2 1953.
 GC2474'
 GC2474'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 79, 3
 GC2474'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2474'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLARKS 1953.
 GC2474'
 GC2474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41A AND 79
 GC2474'ABOUT 2 MILES NORTHWEST OF CLARKSVILLE, GO WEST ON U.S. HIGHWAY 79
 GC2474'FOR 1.55 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE
 GC2474'WEST ON HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GC2474'DESCRIBED.
 GC2474'
 GC2474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2474
 GC2474                          STATION RECOVERY (1957)
 GC2474
 GC2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2474'THE STATION WAS SEARCHED FOR, BUT COULD NOT BE LOCATED. WWHERE THE
 GC2474'STATION SHOULD BE THERE HAS BEEN GRADING FOR A YARD AND YARD WAS
 GC2474'LOWERED ABOUT 1-1/2 FEET.
 GC2474'
 GC2474'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED, CONDITION GOOD.
 GC2474
 GC2474                          STATION RECOVERY (1981)
 GC2474
 GC2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2474'A LONG SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND EXCEPT THE
 GC2474'AZIMUTH MARK.  REFERENCE MARK 1 WAS NOT FOUND AND THOUGHT DESTROYED
 GC2474'BY UTILITY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2233 ***********************************************************************
 FE2233  DESIGNATION -  CLARKSBURG 2
 FE2233  PID         -  FE2233
 FE2233  STATE/COUNTY-  TN/CARROLL
 FE2233  USGS QUAD   -  CLARKSBURG (1986)
 FE2233
 FE2233                         *CURRENT SURVEY CONTROL
 FE2233  ___________________________________________________________________
 FE2233* NAD 83(1995)-  35 52 02.65304(N)    088 23 26.92489(W)     ADJUSTED  
 FE2233* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2233  ___________________________________________________________________
 FE2233  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2233  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2233
 FE2233  HORZ ORDER  -  SECOND
 FE2233
 FE2233.The horizontal coordinates were established by classical geodetic methods
 FE2233.and adjusted by the National Geodetic Survey in April 1999..
 FE2233
 FE2233.The orthometric height was scaled from a topographic map.
 FE2233
 FE2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2233
 FE2233.The geoid height was determined by GEOID03.
 FE2233
 FE2233;                    North         East     Units Scale Factor Converg.
 FE2233;SPC TN       -   172,840.721   384,107.832   MT  0.99994857   -1 23 58.8
 FE2233;SPC TN       -   567,061.60  1,260,193.78   sFT  0.99994857   -1 23 58.8
 FE2233;UTM  16      - 3,970,134.763   374,435.977   MT  0.99979428   -0 48 54.0
 FE2233
 FE2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2233!SPC TN       -   0.99997839  x   0.99994857  =   0.99992696
 FE2233!UTM  16      -   0.99997839  x   0.99979428  =   0.99977267
 FE2233
 FE2233|---------------------------------------------------------------------|
 FE2233| PID    Reference Object                     Distance      Geod. Az  |
 FE2233|                                                           dddmmss.s |
 FE2233| FE2230 CLARKSBURG RESET                     14.150 METERS 02301     |
 FE2233| CG3797 CLARKSBURG RM 3                      17.127 METERS 13933     |
 FE2233| CG3800 CLARKSBURG AZ MK RESET                             1875134.3 |
 FE2233| CG3799 CLARKSBURG 2 RM 5                     9.977 METERS 26802     |
 FE2233|---------------------------------------------------------------------|
 FE2233
 FE2233                          SUPERSEDED SURVEY CONTROL
 FE2233
 FE2233  NAD 83(1995)-  35 52 02.65562(N)    088 23 26.93154(W) AD(       ) 2
 FE2233  NAD 83(1986)-  35 52 02.66360(N)    088 23 26.92541(W) AD(       ) 2
 FE2233  NAD 27      -  35 52 02.43340(N)    088 23 26.74642(W) AD(       ) 2
 FE2233
 FE2233.Superseded values are not recommended for survey control.
 FE2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2233.See file dsdata.txt to determine how the superseded data were derived.
 FE2233
 FE2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7443670135(NAD 83)
 FE2233_MARKER: DS = TRIANGULATION STATION DISK
 FE2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2233
 FE2233  HISTORY     - Date     Condition        Report By
 FE2233  HISTORY     - 1974     MONUMENTED       NGS
 FE2233
 FE2233                          STATION DESCRIPTION
 FE2233
 FE2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE2233'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF CLARKSBURG, AT
 FE2233'THE CLARKSBURG CHURCH OF CHRIST, 47 FEET SOUTHEAST OF A 24 INCH
 FE2233'OAK TREE, 10 FEET NORTHEAST OF THE CENTERLINE OF CHURCH DRIVEWAY,
 FE2233'91 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 143 FEET
 FE2233'NORTH OF THE CENTERLINE OF CLARKSBURG-YUMA ROAD, 27 FEET
 FE2233'NORTHEAST OF THE NORTHEAST CORNER OF BRICK ADDITION TO CHURCH
 FE2233'(HEATING PLANT) AND 41 FEET WEST OF A FENCE.  THE MONUMENT
 FE2233'IS FLUSH AND THE DISK IS STAMPED CLARKSBURG 2 1974.
 FE2233'
 FE2233'REFERENCE MARK 3 IS 81 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FE2233'OF THE CHURCH, 104 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40
 FE2233'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY AND 2 FEET WEST OF
 FE2233'THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2233'CLARKSBURG NO 3 1934.
 FE2233'
 FE2233'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CLARKSBURG 2 NO 5
 FE2233'1974, SET IN A DRILL HOLE IN TOP AND NORTHEAST CORNER OF THE
 FE2233'CONCRETE OF A LARGE AIR-CONDITIONING UNIT, 27 FEET SOUTHEAST OF
 FE2233'THE 24 INCH OAK TREE, 4 FEET NORTHWEST OF A LIGHT POLE, 22 FEET
 FE2233'WEST OF THE CENTERLINE OF THE DRIVEWAY AND 9 FEET NORTHWEST OF THE
 FE2233'NORTHEAST CORNER OF THE ADDITION.
 FE2233'
 FE2233'THE AZIMUTH MARK IS 0.05 MILE WEST ALONG CLARKSBURG-YUMA ROAD,
 FE2233'THENCE SOUTH ON STATE HIGHWAY 22 FOR 0.5 MILE TO THE MARK ON THE
 FE2233'RIGHT, 79 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 FE2233'SOUTHWEST OF THE SOUTH EDGE OF CONCRETE STEP OF EAST ENTRANCE TO
 FE2233'OLD SCHOOL AND 7 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL.
 FE2233'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLARKSBURG 1934
 FE2233'RESET 1959.
 FE2233'
 FE2233'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2230 ***********************************************************************
 FE2230  DESIGNATION -  CLARKSBURG RESET
 FE2230  PID         -  FE2230
 FE2230  STATE/COUNTY-  TN/CARROLL
 FE2230  USGS QUAD   -  CLARKSBURG (1986)
 FE2230
 FE2230                         *CURRENT SURVEY CONTROL
 FE2230  ___________________________________________________________________
 FE2230* NAD 83(1995)-  35 52 03.07562(N)    088 23 26.70442(W)     ADJUSTED  
 FE2230* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2230  ___________________________________________________________________
 FE2230  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2230  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2230
 FE2230  HORZ ORDER  -  SECOND
 FE2230
 FE2230.The horizontal coordinates were established by classical geodetic methods
 FE2230.and adjusted by the National Geodetic Survey in April 1999..
 FE2230
 FE2230.The orthometric height was scaled from a topographic map.
 FE2230
 FE2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2230
 FE2230.The geoid height was determined by GEOID03.
 FE2230
 FE2230;                    North         East     Units Scale Factor Converg.
 FE2230;SPC TN       -   172,853.606   384,113.679   MT  0.99994857   -1 23 58.7
 FE2230;SPC TN       -   567,103.87  1,260,212.96   sFT  0.99994857   -1 23 58.7
 FE2230;UTM  16      - 3,970,147.705   374,441.692   MT  0.99979426   -0 48 53.9
 FE2230
 FE2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2230!SPC TN       -   0.99997839  x   0.99994857  =   0.99992696
 FE2230!UTM  16      -   0.99997839  x   0.99979426  =   0.99977265
 FE2230
 FE2230:                Primary Azimuth Mark                     Grid Az
 FE2230:SPC TN       -  BRUCETON MUNICIPAL TANK                  036 52 02.0
 FE2230:UTM  16      -  BRUCETON MUNICIPAL TANK                  036 16 57.2
 FE2230
 FE2230|---------------------------------------------------------------------|
 FE2230| PID    Reference Object                     Distance      Geod. Az  |
 FE2230|                                                           dddmmss.s |
 FE2230| GD1477 BRUCETON MUNICIPAL TANK             APPROX.22.7 KM 0352803.3 |
 FE2230| CG3794 CLARKSBURG AZ MK                                   1010328.4 |
 FE2230| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX.15.1 KM 1372024.4 |
 FE2230| CG3797 CLARKSBURG RM 3                      26.646 METERS 16755     |
 FE2230| CG3795 CLARKSBURG RM 1                      29.282 METERS 18222     |
 FE2230| CG3800 CLARKSBURG AZ MK RESET                             1880554.8 |
 FE2230| FE2233 CLARKSBURG 2                         14.150 METERS 20301     |
 FE2230| CG3796 CLARKSBURG RM 2                      37.344 METERS 24236     |
 FE2230| CG3798 CLARKSBURG RM 4                      26.975 METERS 27437     |
 FE2230|---------------------------------------------------------------------|
 FE2230
 FE2230                          SUPERSEDED SURVEY CONTROL
 FE2230
 FE2230  NAD 83(1995)-  35 52 03.07820(N)    088 23 26.71108(W) AD(       ) 2
 FE2230  NAD 83(1986)-  35 52 03.08618(N)    088 23 26.70495(W) AD(       ) 2
 FE2230  NAD 27      -  35 52 02.85600(N)    088 23 26.52600(W) AD(       ) 2
 FE2230
 FE2230.Superseded values are not recommended for survey control.
 FE2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2230.See file dsdata.txt to determine how the superseded data were derived.
 FE2230
 FE2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7444270148(NAD 83)
 FE2230_MARKER: DS = TRIANGULATION STATION DISK
 FE2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2230_STAMPING: CLARKSBURG 1934 1959
 FE2230_MARK LOGO: CGS   
 FE2230
 FE2230  HISTORY     - Date     Condition        Report By
 FE2230  HISTORY     - 1934     MONUMENTED       CGS
 FE2230  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE2230  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FE2230
 FE2230                          STATION DESCRIPTION
 FE2230
 FE2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2230'IN VILLAGE OF CLARKSBURG, ABOUT 0.3 MILE SOUTHEAST OF POST OFFICE,
 FE2230'120 YARDS EAST OF STATE ROUTE 22, ON GROUNDS AND IN REAR OF OLD
 FE2230'CHURCH BUILDING, 60 YARDS NORTH OF CLARKSBURG-YUMA ROAD, 40 FEET
 FE2230'SOUTHWEST OF 40-INCH OAK TREE, AND 20 FEET WEST-NORTHWEST OF WEST
 FE2230'EDGE OF PLOWED FIELD. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2230'STATION DISKS IN CONCRETE. REFERENCE AND AZIMUTH
 FE2230'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS
 FE2230'ABOUT 75 FEET NORTH-NORTHWEST OF CENTER OF ROAD, 6 FEET NORTH
 FE2230'OF 14-INCH OAK TREE, AND 96.07 FEET FROM STATION S 2 DEG 22 MIN W.
 FE2230'NO. 2 IS 15 FEET NORTHWEST OF NORTHWEST CORNER OF CONCRETE
 FE2230'FOUNDATION OF OLD FRAME BUILDING AND 122.52 FEET FROM STATION
 FE2230'S 62 DEG 36 MIN W. AZIMUTH MARK IS ON SUMMIT OF SECOND SMALL RISE
 FE2230'OF GROUND EAST OF STATION, 14 FEET NORTH OF CENTER LINE OF
 FE2230'CLARKSBURG-YUMA ROAD, ON TOP OF 4-FOOT BANK, AND 0.4 MILE FROM
 FE2230'STATION.
 FE2230
 FE2230                          STATION RECOVERY (1959)
 FE2230
 FE2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2230'A NEW SURFACE STATION MARK WAS ESTABLISHED IN THE EXACT ORIGINAL
 FE2230'POSITION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2230'AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT FOUND. REFERENCE MARK NO.
 FE2230'3, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE ESTABLISHED BY
 FE2230'THIS PARTY. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2230'
 FE2230'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF HUNTINGTON,
 FE2230'ABOUT 0.3 MILE SOUTHEAST OF THE POST OFFICE IN THE SMALL VILLAGE OF
 FE2230'CLARKSBURG AND BEHIND THE CHURCH OF CHRIST.
 FE2230'
 FE2230'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF CLARKSBURG, GO
 FE2230'SOUTH ON STATE HIGHWAY 22 FOR 0.2 MILE TO A SIDE ROAD LEFT, AT
 FE2230'COTTON GIN, TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.05 MILE TO THE
 FE2230'CHURCH OF CHRIST ON THE LEFT AND STATION SITE BEHIND THE CHURCH
 FE2230'AS DESCRIBED.
 FE2230'
 FE2230'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CLARKSBURG, GO
 FE2230'SOUTH-SOUTHEAST ON STATE HIGHWAY 22 FOR 0.7 MILE TO A SCHOOL ON THE
 FE2230'RIGHT AND AZIMUTH MARK AS DESCRIBED.
 FE2230'
 FE2230'THE STATION IS A STANDARD DISK. IT IS
 FE2230'STAMPED CLARKSBURG 1934 1959 AND IS FLUSH WITH THE SURFACE OF THE
 FE2230'GROUND. THE MARK IS ABOUT 60 YARDS NORTH OF THE CLARKSBURG-YUMA ROAD,
 FE2230'67 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH OF CHRIST
 FE2230'AND 27 FEET NORTHEAST OF A 40-INCH OAK TREE.
 FE2230'
 FE2230'REFERENCE MARK NO. 3 IS A STANDARD DISK. IT
 FE2230'IS STAMPED CLARKSBURG NO 3 1934 AND PROJECTS 3 INCHES ABOVE THE
 FE2230'SURFACE OF THE GROUND. THE MARK IS 71 FEET EAST-SOUTHEAST OF THE
 FE2230'NORTHEAST CORNER OF THE CHURCH, 2 FEET WEST OF A NORTH-SOUTH
 FE2230'FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FE2230'
 FE2230'REFERENCE MARK NO. 4 IS A STANDARD DISK. IT
 FE2230'IS STAMPED CLARKSBURG NO 4 1934 AND IS FLUSH WITH THE SURFACE OF
 FE2230'THE GROUND. THE MARK IS 60 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2230'CHURCH, 38 FEET NORTHWEST OF A 26-INCH OAK TREE AND ABOUT 4
 FE2230'FEET LOWER THAN THE STATION MARK.
 FE2230'
 FE2230'THE AZIMUTH MARK IS A STANDARD DISK. IT IS
 FE2230'STAMPED CLARKSBURG 1934 RESET 1959 AND IS FLUSH WITH THE SURFACE OF
 FE2230'THE GROUND. THE MARK IS 79 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FE2230'22, 15 FEET SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE STEP AND 7
 FE2230'FEET EAST OF THE SOUTHEAST CORNER OF SCHOOL.
 FE2230'
 FE2230'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 26.5 - METERS.
 FE2230
 FE2230                          STATION RECOVERY (1974)
 FE2230
 FE2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE2230'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND
 FE2230'IN GOOD CONDITION.  REFERENCE MARK 4 WAS NOT FOUND AND ASSUMED
 FE2230'TO EITHER HAVE DESTROYED OR PAVED OVER.  THE DISTANCE AND DIRECTION
 FE2230'TO REFERENCE MARK 3 CHECKED.  THE STATION MARK WAS IN THE WAY OF
 FE2230'CONSTRUCTION AND THE SURFACE MARK WAS DESTROYED AFTER A NEW
 FE2230'STATION CLARKSBURG 2 1974.  THE UNDERGROUND STATION MARK,
 FE2230'AZIMUTH MARK AND REFERENCE MARK 3 WERE LEFT INTACT.
 FE2230'
 FE2230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLARKSBURG.
 FE2230'
 FE2230'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2468 ***********************************************************************
 GC2468  DESIGNATION -  CLARKSVILLE
 GC2468  PID         -  GC2468
 GC2468  STATE/COUNTY-  TN/MONTGOMERY
 GC2468  USGS QUAD   -  CLARKSVILLE (1984)
 GC2468
 GC2468                         *CURRENT SURVEY CONTROL
 GC2468  ___________________________________________________________________
 GC2468* NAD 83(1995)-  36 30 48.53840(N)    087 20 55.27918(W)     ADJUSTED  
 GC2468* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 GC2468  ___________________________________________________________________
 GC2468  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GC2468  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2468
 GC2468  HORZ ORDER  -  SECOND
 GC2468
 GC2468.The horizontal coordinates were established by classical geodetic methods
 GC2468.and adjusted by the National Geodetic Survey in April 1999..
 GC2468
 GC2468.The orthometric height was scaled from a topographic map.
 GC2468
 GC2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2468
 GC2468.The geoid height was determined by GEOID03.
 GC2468
 GC2468;                    North         East     Units Scale Factor Converg.
 GC2468;SPC TN       -   242,724.660   479,192.027   MT  1.00001860   -0 47 22.5
 GC2468;SPC TN       -   796,339.16  1,572,149.18   sFT  1.00001860   -0 47 22.5
 GC2468;SPC KY1Z     - 1,021,221.904 1,356,777.073   MT  1.00018499   -0 58 53.5
 GC2468;SPC KY1Z     - 3,350,458.86  4,451,359.45   sFT  1.00018499   -0 58 53.5
 GC2468;SPC KY S     -   521,203.708   356,796.639   MT  1.00004717   -0 58 10.4
 GC2468;SPC KY S     - 1,709,982.50  1,170,590.31   sFT  1.00004717   -0 58 10.4
 GC2468;UTM  16      - 4,040,960.188   468,778.453   MT  0.99961201   -0 12 26.9
 GC2468
 GC2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2468!SPC TN       -   0.99997907  x   1.00001860  =   0.99999767
 GC2468!SPC KY1Z     -   0.99997907  x   1.00018499  =   1.00016405
 GC2468!SPC KY S     -   0.99997907  x   1.00004717  =   1.00002623
 GC2468!UTM  16      -   0.99997907  x   0.99961201  =   0.99959108
 GC2468
 GC2468:                Primary Azimuth Mark                     Grid Az
 GC2468:SPC TN       -  CLARKSVILLE GARRETT SNUFF S TK           003 56 07.3
 GC2468:SPC KY1Z     -  CLARKSVILLE GARRETT SNUFF S TK           004 07 38.3
 GC2468:SPC KY S     -  CLARKSVILLE GARRETT SNUFF S TK           004 06 55.2
 GC2468:UTM  16      -  CLARKSVILLE GARRETT SNUFF S TK           003 21 11.7
 GC2468
 GC2468|---------------------------------------------------------------------|
 GC2468| PID    Reference Object                     Distance      Geod. Az  |
 GC2468|                                                           dddmmss.s |
 GC2468| GC2461 CLARKSVILLE GARRETT SNUFF S TK      APPROX. 1.6 KM 0030844.8 |
 GC2468| CG5101 CLARKSVILLE RM 1                     29.788 METERS 05842     |
 GC2468| CG5100 CLARKSVILLE AZ MK                                  2590034.2 |
 GC2468| CG5102 CLARKSVILLE RM 2                     37.722 METERS 26236     |
 GC2468| GC2463 CLARKSVILLE MONTGOMERY CTHSE        APPROX. 1.7 KM 3303639.5 |
 GC2468| GC2459 CLARKSVILLE AMER SNUFF CO TANK      APPROX. 1.6 KM 3411435.4 |
 GC2468|---------------------------------------------------------------------|
 GC2468
 GC2468                          SUPERSEDED SURVEY CONTROL
 GC2468
 GC2468  NAD 83(1995)-  36 30 48.53953(N)    087 20 55.28015(W) AD(       ) 2
 GC2468  NAD 83(1995)-  36 30 48.54358(N)    087 20 55.28286(W) AD(       ) 2
 GC2468  NAD 83(1986)-  36 30 48.54792(N)    087 20 55.28233(W) AD(       ) 2
 GC2468  NAD 27      -  36 30 48.37400(N)    087 20 55.25300(W) AD(       ) 2
 GC2468
 GC2468.Superseded values are not recommended for survey control.
 GC2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2468.See file dsdata.txt to determine how the superseded data were derived.
 GC2468
 GC2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6877840960(NAD 83)
 GC2468_MARKER: DS = TRIANGULATION STATION DISK
 GC2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2468
 GC2468  HISTORY     - Date     Condition        Report By
 GC2468  HISTORY     - 1934     MONUMENTED       CGS
 GC2468  HISTORY     - 1957     GOOD             CGS
 GC2468  HISTORY     - 1965     GOOD             TNDT
 GC2468
 GC2468                          STATION DESCRIPTION
 GC2468
 GC2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2468'ABOUT 1 MILE SOUTH OF CLARKSVILLE, NEAR CITY-LIMIT LINE, 0.3 MILE
 GC2468'EAST OF STATE ROUTE 13, 8 YARDS NORTH OF CENTER LINE OF PAVED ROAD
 GC2468'ALONG NORTH SIDE OF CIVILIAN CONSERVATION CORPS CAMP NO. 1474, 50
 GC2468'YARDS WEST OF INTERSECTION WITH SIDE ROAD, AND 15 YARDS SOUTH OF
 GC2468'DIRT SIDE ROAD. TO REACH FROM COURTHOUSE IN CLARKSVILLE, GO SOUTH 1.3
 GC2468'MILES ON STATE ROUTE 13, TURN LEFT ONTO MACADAM ROAD AND GO 0.3
 GC2468'MILE TO STATION ON LEFT SIDE OF ROAD. SURFACE AND UNDERGROUND MARKS
 GC2468'ARE STANDARD STATION DISKS IN CONCRETE.
 GC2468'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GC2468'CONCRETE. NO. 1 IS 6 YARDS NORTH OF SIDE ROAD, 16 YARDS
 GC2468'NORTH OF CENTER LINE OF HIGHWAY, AND 97.73 FEET FROM STATION,
 GC2468'N 58 DEG 42 MIN E.  NO. 2 IS 7 YARDS NORTH OF CENTER LINE OF
 GC2468'HIGHWAY AND 123.76 FEET FROM STATION S 82 DEG 36 MIN W.
 GC2468'AZIMUTH MARK IS 20 YARDS SOUTH OF CENTER LINE OF HIGHWAY, 10 YARDS
 GC2468'FROM SIDE ROAD LEADING TO CIVILIAN CONSERVATION CORPS BLACKSMITH
 GC2468'SHOP, AND 0.2 MILE BY ROAD FROM STATION S 79 DEG 00 MIN 33 SEC W.
 GC2468
 GC2468                          STATION RECOVERY (1957)
 GC2468
 GC2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2468'STATION RECOVERED AS DESCRIBED.
 GC2468
 GC2468                          STATION RECOVERY (1965)
 GC2468
 GC2468'RECOVERY NOTE BY TN DEPT OF TRANSP 1965 (JAG)
 GC2468'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 GC2468'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2458 ***********************************************************************
 GC2458  DESIGNATION -  CLARKSVILLE AMER SNUFF CO STK
 GC2458  PID         -  GC2458
 GC2458  STATE/COUNTY-  TN/MONTGOMERY
 GC2458  USGS QUAD   -  CLARKSVILLE (1984)
 GC2458
 GC2458                         *CURRENT SURVEY CONTROL
 GC2458  ___________________________________________________________________
 GC2458* NAD 83(1995)-  36 31 39.29855(N)    087 20 49.88744(W)     ADJUSTED  
 GC2458* NAVD 88     -                                                        
 GC2458  ___________________________________________________________________
 GC2458  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2458  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2458
 GC2458  HORZ ORDER  -  THIRD
 GC2458
 GC2458.The horizontal coordinates were established by classical geodetic methods
 GC2458.and adjusted by the National Geodetic Survey in April 1999..
 GC2458
 GC2458
 GC2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2458
 GC2458.The geoid height was determined by GEOID03.
 GC2458
 GC2458;                    North         East     Units Scale Factor Converg.
 GC2458;SPC TN       -   244,287.358   479,347.712   MT  1.00002155   -0 47 19.3
 GC2458;SPC TN       -   801,466.11  1,572,659.95   sFT  1.00002155   -0 47 19.3
 GC2458;SPC KY1Z     - 1,022,784.325 1,356,938.019   MT  1.00017924   -0 58 50.2
 GC2458;SPC KY1Z     - 3,355,584.91  4,451,887.48   sFT  1.00017924   -0 58 50.2
 GC2458;SPC KY S     -   522,765.949   356,957.236   MT  1.00004371   -0 58 07.1
 GC2458;SPC KY S     - 1,715,107.95  1,171,117.20   sFT  1.00004371   -0 58 07.1
 GC2458;UTM  16      - 4,042,523.749   468,918.198   MT  0.99961190   -0 12 24.0
 GC2458
 GC2458                          SUPERSEDED SURVEY CONTROL
 GC2458
 GC2458  NAD 83(1995)-  36 31 39.29983(N)    087 20 49.88853(W) AD(       ) 4
 GC2458  NAD 83(1995)-  36 31 39.30378(N)    087 20 49.89117(W) AD(       ) 4
 GC2458  NAD 83(1986)-  36 31 39.30812(N)    087 20 49.89061(W) AD(       ) 4
 GC2458  NAD 27      -  36 31 39.14000(N)    087 20 49.86000(W) AD(       ) 3
 GC2458
 GC2458.Superseded values are not recommended for survey control.
 GC2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2458.See file dsdata.txt to determine how the superseded data were derived.
 GC2458
 GC2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6891842524(NAD 83)
 GC2458_MARKER: 63 = STACK
 GC2458
 GC2458  HISTORY     - Date     Condition        Report By
 GC2458  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2458  HISTORY     - 1953     MARK NOT FOUND   CGS
 GC2458
 GC2458                          STATION DESCRIPTION
 GC2458
 GC2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2458'THIS STACK COULD NOT BE LOCATED AFTER BEING SEARCHED FOR BY THIS
 GC2458'PARTY AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2459 ***********************************************************************
 GC2459  DESIGNATION -  CLARKSVILLE AMER SNUFF CO TANK
 GC2459  PID         -  GC2459
 GC2459  STATE/COUNTY-  TN/MONTGOMERY
 GC2459  USGS QUAD   -  CLARKSVILLE (1984)
 GC2459
 GC2459                         *CURRENT SURVEY CONTROL
 GC2459  ___________________________________________________________________
 GC2459* NAD 83(1995)-  36 31 36.66313(N)    087 21 15.52847(W)     ADJUSTED  
 GC2459* NAVD 88     -                                                        
 GC2459  ___________________________________________________________________
 GC2459  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GC2459  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2459
 GC2459  HORZ ORDER  -  THIRD
 GC2459
 GC2459.The horizontal coordinates were established by classical geodetic methods
 GC2459.and adjusted by the National Geodetic Survey in April 1999..
 GC2459
 GC2459
 GC2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2459
 GC2459.The geoid height was determined by GEOID03.
 GC2459
 GC2459;                    North         East     Units Scale Factor Converg.
 GC2459;SPC TN       -   244,214.932   478,708.748   MT  1.00002140   -0 47 34.3
 GC2459;SPC TN       -   801,228.49  1,570,563.62   sFT  1.00002140   -0 47 34.3
 GC2459;UTM  16      - 4,042,444.868   468,280.264   MT  0.99961240   -0 12 39.2
 GC2459
 GC2459                          SUPERSEDED SURVEY CONTROL
 GC2459
 GC2459  NAD 83(1995)-  36 31 36.66415(N)    087 21 15.52930(W) AD(       ) 4
 GC2459  NAD 83(1995)-  36 31 36.66868(N)    087 21 15.53234(W) AD(       ) 4
 GC2459  NAD 83(1986)-  36 31 36.67273(N)    087 21 15.53162(W) AD(       ) 4
 GC2459  NAD 27      -  36 31 36.50000(N)    087 21 15.50200(W) AD(       ) 3
 GC2459
 GC2459.Superseded values are not recommended for survey control.
 GC2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2459.See file dsdata.txt to determine how the superseded data were derived.
 GC2459
 GC2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6828042445(NAD 83)
 GC2459_MARKER: 53 = ELEVATED TANK
 GC2459
 GC2459  HISTORY     - Date     Condition        Report By
 GC2459  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2459  HISTORY     - 1953     GOOD             CGS
 GC2459  HISTORY     - 19960308 GOOD             USPSQD
 GC2459
 GC2459                          STATION DESCRIPTION
 GC2459
 GC2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2459'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE METAL
 GC2459'BALL AT THE APEX OF THE ROOF OF THE TANK.  THE TANK IS LOCATED AT
 GC2459'THE PLANT OF THE AMERICAN SNUFF CO., ON THE EAST SIDE OF 5TH STREET
 GC2459'AND ABOUT 100 FEET SOUTH OF COMMERCE STREET IN CLARKSVILLE.  IT IS
 GC2459'A STEEL TANK ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS
 GC2459'ABOUT 175 FEET HIGH.  THE TANK HAS THE LEGEND GARRETT DENTAL SNUFF
 GC2459'PAINTED IN LARGE BLACK LETTERS ON THE NORTH SIDE.
 GC2459
 GC2459                          STATION RECOVERY (1996)
 GC2459
 GC2459'RECOVERY NOTE BY US POWER SQUADRON 1996
 GC2459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2460 ***********************************************************************
 GC2460  DESIGNATION -  CLARKSVILLE FIRST PRESB SPIRE
 GC2460  PID         -  GC2460
 GC2460  STATE/COUNTY-  TN/MONTGOMERY
 GC2460  USGS QUAD   -  CLARKSVILLE (1984)
 GC2460
 GC2460                         *CURRENT SURVEY CONTROL
 GC2460  ___________________________________________________________________
 GC2460* NAD 83(1995)-  36 31 44.99468(N)    087 21 30.31545(W)     ADJUSTED  
 GC2460* NAVD 88     -                                                        
 GC2460  ___________________________________________________________________
 GC2460  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GC2460  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2460
 GC2460  HORZ ORDER  -  THIRD
 GC2460
 GC2460.The horizontal coordinates were established by classical geodetic methods
 GC2460.and adjusted by the National Geodetic Survey in April 1999..
 GC2460
 GC2460
 GC2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2460
 GC2460.The geoid height was determined by GEOID03.
 GC2460
 GC2460;                    North         East     Units Scale Factor Converg.
 GC2460;SPC TN       -   244,476.829   478,344.473   MT  1.00002189   -0 47 43.0
 GC2460;SPC TN       -   802,087.73  1,569,368.49   sFT  1.00002189   -0 47 43.0
 GC2460;UTM  16      - 4,042,702.945   467,913.497   MT  0.99961268   -0 12 48.0
 GC2460
 GC2460                          SUPERSEDED SURVEY CONTROL
 GC2460
 GC2460  NAD 83(1995)-  36 31 44.99563(N)    087 21 30.31619(W) AD(       ) 4
 GC2460  NAD 83(1995)-  36 31 45.00032(N)    087 21 30.31937(W) AD(       ) 4
 GC2460  NAD 83(1986)-  36 31 45.00423(N)    087 21 30.31854(W) AD(       ) 4
 GC2460  NAD 27      -  36 31 44.83100(N)    087 21 30.28800(W) AD(       ) 3
 GC2460
 GC2460.Superseded values are not recommended for survey control.
 GC2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2460.See file dsdata.txt to determine how the superseded data were derived.
 GC2460
 GC2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6791342703(NAD 83)
 GC2460_MARKER: 90 = CHURCH SPIRE
 GC2460
 GC2460  HISTORY     - Date     Condition        Report By
 GC2460  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2460
 GC2460                          STATION DESCRIPTION
 GC2460
 GC2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2460'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE CENTER
 GC2460'OF THE TOP OF THE SPIRE OF THE CHURCH, WHICH IS LOCATED AT THE
 GC2460'NORTHWEST CORNER OF MAIN AND THIRD STREETS IN CLARKSVILLE.  IT IS A
 GC2460'LARGE RED BRICK BUILDING, WITH A COPPER COVERED SPIRE ATOP AND
 GC2460'IS ABOUT 175 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2461 ***********************************************************************
 GC2461  DESIGNATION -  CLARKSVILLE GARRETT SNUFF S TK
 GC2461  PID         -  GC2461
 GC2461  STATE/COUNTY-  TN/MONTGOMERY
 GC2461  USGS QUAD   -  CLARKSVILLE (1984)
 GC2461
 GC2461                         *CURRENT SURVEY CONTROL
 GC2461  ___________________________________________________________________
 GC2461* NAD 83(1995)-  36 31 40.81437(N)    087 20 51.71928(W)     ADJUSTED  
 GC2461* NAVD 88     -                                                        
 GC2461  ___________________________________________________________________
 GC2461  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GC2461  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2461
 GC2461  HORZ ORDER  -  THIRD
 GC2461
 GC2461.The horizontal coordinates were established by classical geodetic methods
 GC2461.and adjusted by the National Geodetic Survey in April 1999..
 GC2461
 GC2461
 GC2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2461
 GC2461.The geoid height was determined by GEOID03.
 GC2461
 GC2461;                    North         East     Units Scale Factor Converg.
 GC2461;SPC TN       -   244,334.707   479,302.787   MT  1.00002164   -0 47 20.4
 GC2461;SPC TN       -   801,621.45  1,572,512.56   sFT  1.00002164   -0 47 20.4
 GC2461;UTM  16      - 4,042,570.619   468,872.813   MT  0.99961194   -0 12 25.0
 GC2461
 GC2461                          SUPERSEDED SURVEY CONTROL
 GC2461
 GC2461  NAD 83(1995)-  36 31 40.81538(N)    087 20 51.72013(W) AD(       ) 4
 GC2461  NAD 83(1995)-  36 31 40.81976(N)    087 20 51.72288(W) AD(       ) 4
 GC2461  NAD 83(1986)-  36 31 40.82397(N)    087 20 51.72247(W) AD(       ) 4
 GC2461  NAD 27      -  36 31 40.65100(N)    087 20 51.69300(W) AD(       ) 3
 GC2461
 GC2461.Superseded values are not recommended for survey control.
 GC2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2461.See file dsdata.txt to determine how the superseded data were derived.
 GC2461
 GC2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6887342571(NAD 83)
 GC2461_MARKER: 53 = ELEVATED TANK
 GC2461
 GC2461  HISTORY     - Date     Condition        Report By
 GC2461  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2461  HISTORY     - 1953     GOOD             CGS
 GC2461  HISTORY     - 1957     GOOD             CGS
 GC2461
 GC2461                          STATION DESCRIPTION
 GC2461
 GC2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2461'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE METAL
 GC2461'BALL AT THE APEX OF THE ROOF OF THE TANK.  THE TANK IS LOCATED ATOP
 GC2461'A LARGE RED BRICK BUILDING OF THE SNUFF PLANT, ABOUT 300 FEET WEST OF
 GC2461'10TH STREET AND 100 FEET SOUTH OF COMMERCE STREET IN CLARKSVILLE.
 GC2461'IT IS THE MOST SOUTHERLY OF TWO ALMOST IDENTICAL TANKS.  THE TANK IS
 GC2461'LOCATED ATOP A FOUR LEGGED STEEL STRUCTURE, ABOUT 40 FEET HIGH IS
 GC2461'PAINTED SILVER AND HAS THE LEGEND GARRETTS DENTAL AND SWEET SNUFF
 GC2461'PAINTED IN LARGE BLACK LETTERS ON THE SOUTH SIDE OF THE TANK.
 GC2461
 GC2461                          STATION RECOVERY (1957)
 GC2461
 GC2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2461'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2462 ***********************************************************************
 GC2462  DESIGNATION -  CLARKSVILLE GOODRICH RUBBER TK
 GC2462  PID         -  GC2462
 GC2462  STATE/COUNTY-  TN/MONTGOMERY
 GC2462  USGS QUAD   -  CLARKSVILLE (1984)
 GC2462
 GC2462                         *CURRENT SURVEY CONTROL
 GC2462  ___________________________________________________________________
 GC2462* NAD 83(1995)-  36 32 11.71072(N)    087 20 35.76878(W)     ADJUSTED  
 GC2462* NAVD 88     -                                                        
 GC2462  ___________________________________________________________________
 GC2462  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GC2462  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2462
 GC2462  HORZ ORDER  -  THIRD
 GC2462
 GC2462.The horizontal coordinates were established by classical geodetic methods
 GC2462.and adjusted by the National Geodetic Survey in April 1999..
 GC2462
 GC2462
 GC2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2462
 GC2462.The geoid height was determined by GEOID03.
 GC2462
 GC2462;                    North         East     Units Scale Factor Converg.
 GC2462;SPC TN       -   245,281.554   479,712.638   MT  1.00002347   -0 47 11.1
 GC2462;SPC TN       -   804,727.90  1,573,857.21   sFT  1.00002347   -0 47 11.1
 GC2462;UTM  16      - 4,043,521.190   469,272.859   MT  0.99961163   -0 12 15.7
 GC2462
 GC2462                          SUPERSEDED SURVEY CONTROL
 GC2462
 GC2462  NAD 83(1995)-  36 32 11.71138(N)    087 20 35.76968(W) AD(       ) 4
 GC2462  NAD 83(1995)-  36 32 11.71668(N)    087 20 35.77202(W) AD(       ) 4
 GC2462  NAD 83(1986)-  36 32 11.72033(N)    087 20 35.77215(W) AD(       ) 4
 GC2462  NAD 27      -  36 32 11.54800(N)    087 20 35.75100(W) AD(       ) 3
 GC2462
 GC2462.Superseded values are not recommended for survey control.
 GC2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2462.See file dsdata.txt to determine how the superseded data were derived.
 GC2462
 GC2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6927343521(NAD 83)
 GC2462_MARKER: 53 = ELEVATED TANK
 GC2462
 GC2462  HISTORY     - Date     Condition        Report By
 GC2462  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2462
 GC2462                          STATION DESCRIPTION
 GC2462
 GC2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2462'STATION IS THE BALL AT THE APEX OF THE ROOF OF THE GOODRICH RUBBER
 GC2462'COMPANY WATER TANK IN THE EAST SECTION OF CLARKSVILLE.
 GC2462'IT IS AT THE NORTH SIDE OF THE GOODRICH CO. PLANT, ABOUT 200 FEET
 GC2462'EAST OF THE INTERSECTION OF RED RIVER AND HYMAN STREETS.  IT IS A
 GC2462'STEEL TANK ATOP A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS
 GC2462'ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2463 ***********************************************************************
 GC2463  DESIGNATION -  CLARKSVILLE MONTGOMERY CTHSE
 GC2463  PID         -  GC2463
 GC2463  STATE/COUNTY-  TN/MONTGOMERY
 GC2463  USGS QUAD   -  CLARKSVILLE (1984)
 GC2463
 GC2463                         *CURRENT SURVEY CONTROL
 GC2463  ___________________________________________________________________
 GC2463* NAD 83(1995)-  36 31 36.54598(N)    087 21 28.78220(W)     ADJUSTED  
 GC2463* NAVD 88     -                                                        
 GC2463  ___________________________________________________________________
 GC2463  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GC2463  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2463
 GC2463  HORZ ORDER  -  THIRD
 GC2463
 GC2463.The horizontal coordinates were established by classical geodetic methods
 GC2463.and adjusted by the National Geodetic Survey in April 1999..
 GC2463
 GC2463
 GC2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2463
 GC2463.The geoid height was determined by GEOID03.
 GC2463
 GC2463;                    North         East     Units Scale Factor Converg.
 GC2463;SPC TN       -   244,215.891   478,378.999   MT  1.00002139   -0 47 42.1
 GC2463;SPC TN       -   801,231.64  1,569,481.77   sFT  1.00002139   -0 47 42.1
 GC2463;UTM  16      - 4,042,442.478   467,950.656   MT  0.99961265   -0 12 47.1
 GC2463
 GC2463                          SUPERSEDED SURVEY CONTROL
 GC2463
 GC2463  NAD 83(1995)-  36 31 36.54678(N)    087 21 28.78300(W) AD(       ) 4
 GC2463  NAD 83(1995)-  36 31 36.55176(N)    087 21 28.78615(W) AD(       ) 4
 GC2463  NAD 83(1986)-  36 31 36.55564(N)    087 21 28.78532(W) AD(       ) 4
 GC2463  NAD 27      -  36 31 36.38000(N)    087 21 28.75300(W) AD(       ) 3
 GC2463
 GC2463.Superseded values are not recommended for survey control.
 GC2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2463.See file dsdata.txt to determine how the superseded data were derived.
 GC2463
 GC2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6795142442(NAD 83)
 GC2463_MARKER: 55 = TOWER
 GC2463
 GC2463  HISTORY     - Date     Condition        Report By
 GC2463  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2463  HISTORY     - 1953     GOOD             CGS
 GC2463  HISTORY     - 1957     GOOD             CGS
 GC2463
 GC2463                          STATION DESCRIPTION
 GC2463
 GC2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2463'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE BASE OF
 GC2463'AN ORNAMENT AT THE APEX OF THE ROOF OF THE CLOCK, LOCATED ATOP THE
 GC2463'COURTHOUSE, NEAR THE CENTER OF CLARKSVILLE.  IT IS A RED BRICK
 GC2463'STRUCTURE WITH A GRAY SLATE COVERED ROOF AND IS ABOUT 140 FEET
 GC2463'HIGH.
 GC2463
 GC2463                          STATION RECOVERY (1957)
 GC2463
 GC2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2463'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2464 ***********************************************************************
 GC2464  DESIGNATION -  CLARKSVILLE N MUNICIPAL TANK
 GC2464  PID         -  GC2464
 GC2464  STATE/COUNTY-  TN/MONTGOMERY
 GC2464  USGS QUAD   -  CLARKSVILLE (1984)
 GC2464
 GC2464                         *CURRENT SURVEY CONTROL
 GC2464  ___________________________________________________________________
 GC2464* NAD 83(1995)-  36 32 00.27399(N)    087 20 49.97788(W)     ADJUSTED  
 GC2464* NAVD 88     -                                                        
 GC2464  ___________________________________________________________________
 GC2464  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GC2464  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2464
 GC2464  HORZ ORDER  -  THIRD
 GC2464
 GC2464.The horizontal coordinates were established by classical geodetic methods
 GC2464.and adjusted by the National Geodetic Survey in April 1999..
 GC2464
 GC2464
 GC2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2464
 GC2464.The geoid height was determined by GEOID03.
 GC2464
 GC2464;                    North         East     Units Scale Factor Converg.
 GC2464;SPC TN       -   244,933.904   479,354.363   MT  1.00002279   -0 47 19.4
 GC2464;SPC TN       -   803,587.32  1,572,681.77   sFT  1.00002279   -0 47 19.4
 GC2464;UTM  16      - 4,043,170.063   468,918.280   MT  0.99961190   -0 12 24.1
 GC2464
 GC2464                          SUPERSEDED SURVEY CONTROL
 GC2464
 GC2464  NAD 83(1995)-  36 32 00.27465(N)    087 20 49.97879(W) AD(       ) 4
 GC2464  NAD 83(1995)-  36 32 00.27980(N)    087 20 49.98135(W) AD(       ) 4
 GC2464  NAD 83(1986)-  36 32 00.28373(N)    087 20 49.98121(W) AD(       ) 4
 GC2464  NAD 27      -  36 32 00.11100(N)    087 20 49.95400(W) AD(       ) 3
 GC2464
 GC2464.Superseded values are not recommended for survey control.
 GC2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2464.See file dsdata.txt to determine how the superseded data were derived.
 GC2464
 GC2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6891843170(NAD 83)
 GC2464_MARKER: 53 = ELEVATED TANK
 GC2464
 GC2464  HISTORY     - Date     Condition        Report By
 GC2464  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2464
 GC2464                          STATION DESCRIPTION
 GC2464
 GC2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2464'THE STATION IS THE CENTER OF THE ROOF OF THE TANK, LOCATED IN THE
 GC2464'EAST SECTION OF CLARKSVILLE, ABOUT 200 FEET NORTH OF COLLEGE STREET
 GC2464'AND 150 FEET EAST OF 9TH STREET.  IT IS A LARGE STEEL TANK, ATOP AN 8
 GC2464'LEGGED STEEL STRUCTURE, ABOUT 200 FEET HIGH AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2465 ***********************************************************************
 GC2465  DESIGNATION -  CLARKSVILLE RADIO KID 279 MAST
 GC2465  PID         -  GC2465
 GC2465  STATE/COUNTY-  TN/MONTGOMERY
 GC2465  USGS QUAD   -  CLARKSVILLE (1984)
 GC2465
 GC2465                         *CURRENT SURVEY CONTROL
 GC2465  ___________________________________________________________________
 GC2465* NAD 83(1995)-  36 35 10.91238(N)    087 20 33.24281(W)     ADJUSTED  
 GC2465* NAVD 88     -                                                        
 GC2465  ___________________________________________________________________
 GC2465  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2465  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2465
 GC2465  HORZ ORDER  -  THIRD
 GC2465
 GC2465.The horizontal coordinates were established by classical geodetic methods
 GC2465.and adjusted by the National Geodetic Survey in April 1999..
 GC2465
 GC2465
 GC2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2465
 GC2465.The geoid height was determined by GEOID03.
 GC2465
 GC2465;                    North         East     Units Scale Factor Converg.
 GC2465;SPC TN       -   250,804.195   479,851.243   MT  1.00003450   -0 47 09.6
 GC2465;SPC TN       -   822,846.76  1,574,311.95   sFT  1.00003450   -0 47 09.6
 GC2465;UTM  16      - 4,049,042.649   469,355.333   MT  0.99961157   -0 12 15.1
 GC2465
 GC2465                          SUPERSEDED SURVEY CONTROL
 GC2465
 GC2465  NAD 83(1995)-  36 35 10.91284(N)    087 20 33.24344(W) AD(       ) 4
 GC2465  NAD 83(1995)-  36 35 10.91905(N)    087 20 33.24633(W) AD(       ) 4
 GC2465  NAD 83(1986)-  36 35 10.92166(N)    087 20 33.24600(W) AD(       ) 4
 GC2465  NAD 27      -  36 35 10.75500(N)    087 20 33.21900(W) AD(       ) 3
 GC2465
 GC2465.Superseded values are not recommended for survey control.
 GC2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2465.See file dsdata.txt to determine how the superseded data were derived.
 GC2465
 GC2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6935549043(NAD 83)
 GC2465_MARKER: 42 = RADIO/TV MAST
 GC2465
 GC2465  HISTORY     - Date     Condition        Report By
 GC2465  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2465
 GC2465                          STATION DESCRIPTION
 GC2465
 GC2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2465'STATION IS THE CENTER OF TWO VERTICAL STEEL MASTS, LOCATED ABOUT 4
 GC2465'MILES NORTHEAST OF CLARKSVILLE, AND IS OWNED BY THE MID-VALLEY
 GC2465'PIPELINE CO.  THE MASTS ARE ABOUT 200 FEET HIGH, SET IN AN EAST-WEST
 GC2465'DIRECTION AND ARE ABOUT 10 FEET APART.  THEY ARE PAINTED IN
 GC2465'ALTERNATE RED AND WHITE SECTIONS AND HAVE 2 RECTANGULAR MICRO-WAVE
 GC2465'REFLECTORS SUSPENDED BETWEEN THEM.
 GC2465'
 GC2465'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND
 GC2465'STATE HIGHWAY 48, 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTH ON
 GC2465'HIGHWAY 48 FOR 2.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR
 GC2465'1.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2466 ***********************************************************************
 GC2466  DESIGNATION -  CLARKSVILLE RADIO WJZM MAST
 GC2466  PID         -  GC2466
 GC2466  STATE/COUNTY-  TN/MONTGOMERY
 GC2466  USGS QUAD   -  CLARKSVILLE (1984)
 GC2466
 GC2466                         *CURRENT SURVEY CONTROL
 GC2466  ___________________________________________________________________
 GC2466* NAD 83(1995)-  36 30 58.05947(N)    087 21 01.22376(W)     ADJUSTED  
 GC2466* NAVD 88     -                                                        
 GC2466  ___________________________________________________________________
 GC2466  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GC2466  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2466
 GC2466  HORZ ORDER  -  THIRD
 GC2466
 GC2466.The horizontal coordinates were established by classical geodetic methods
 GC2466.and adjusted by the National Geodetic Survey in April 1999..
 GC2466
 GC2466
 GC2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2466
 GC2466.The geoid height was determined by GEOID03.
 GC2466
 GC2466;                    North         East     Units Scale Factor Converg.
 GC2466;SPC TN       -   243,020.160   479,048.174   MT  1.00001915   -0 47 26.0
 GC2466;SPC TN       -   797,308.64  1,571,677.22   sFT  1.00001915   -0 47 26.0
 GC2466;UTM  16      - 4,041,254.092   468,631.665   MT  0.99961212   -0 12 30.5
 GC2466
 GC2466                          SUPERSEDED SURVEY CONTROL
 GC2466
 GC2466  NAD 83(1995)-  36 30 58.06012(N)    087 21 01.22481(W) AD(       ) 4
 GC2466  NAD 83(1995)-  36 30 58.06530(N)    087 21 01.22717(W) AD(       ) 4
 GC2466  NAD 83(1986)-  36 30 58.06931(N)    087 21 01.22707(W) AD(       ) 4
 GC2466  NAD 27      -  36 30 57.89500(N)    087 21 01.20000(W) AD(       ) 3
 GC2466
 GC2466.Superseded values are not recommended for survey control.
 GC2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2466.See file dsdata.txt to determine how the superseded data were derived.
 GC2466
 GC2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6863241254(NAD 83)
 GC2466_MARKER: 42 = RADIO/TV MAST
 GC2466
 GC2466  HISTORY     - Date     Condition        Report By
 GC2466  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2466
 GC2466                          STATION DESCRIPTION
 GC2466
 GC2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2466'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED BETWEEN
 GC2466'MARTIN AND GREENWOOD AVENUES, IN THE SOUTH SECTION OF
 GC2466'CLARKSVILLE.  IT IS A STANDARD CROSS-SECTIONED GUYED MAST, 179 FEET
 GC2466'HIGH, PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2467 ***********************************************************************
 GC2467  DESIGNATION -  CLARKSVILLE S MUNICIPAL TANK
 GC2467  PID         -  GC2467
 GC2467  STATE/COUNTY-  TN/MONTGOMERY
 GC2467  USGS QUAD   -  CLARKSVILLE (1984)
 GC2467
 GC2467                         *CURRENT SURVEY CONTROL
 GC2467  ___________________________________________________________________
 GC2467* NAD 83(1995)-  36 31 21.99462(N)    087 21 05.51799(W)     ADJUSTED  
 GC2467* NAVD 88     -                                                        
 GC2467  ___________________________________________________________________
 GC2467  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2467  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2467
 GC2467  HORZ ORDER  -  THIRD
 GC2467
 GC2467.The horizontal coordinates were established by classical geodetic methods
 GC2467.and adjusted by the National Geodetic Survey in April 1999..
 GC2467
 GC2467
 GC2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2467
 GC2467.The geoid height was determined by GEOID03.
 GC2467
 GC2467;                    North         East     Units Scale Factor Converg.
 GC2467;SPC TN       -   243,759.372   478,951.525   MT  1.00002054   -0 47 28.5
 GC2467;SPC TN       -   799,733.87  1,571,360.13   sFT  1.00002054   -0 47 28.5
 GC2467;UTM  16      - 4,041,991.982   468,527.554   MT  0.99961220   -0 12 33.2
 GC2467
 GC2467                          SUPERSEDED SURVEY CONTROL
 GC2467
 GC2467  NAD 83(1995)-  36 31 21.99535(N)    087 21 05.51907(W) AD(       ) 4
 GC2467  NAD 83(1995)-  36 31 22.00040(N)    087 21 05.52143(W) AD(       ) 4
 GC2467  NAD 83(1986)-  36 31 22.00447(N)    087 21 05.52134(W) AD(       ) 4
 GC2467  NAD 27      -  36 31 21.83000(N)    087 21 05.49400(W) AD(       ) 3
 GC2467
 GC2467.Superseded values are not recommended for survey control.
 GC2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2467.See file dsdata.txt to determine how the superseded data were derived.
 GC2467
 GC2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6852841992(NAD 83)
 GC2467_MARKER: 53 = ELEVATED TANK
 GC2467
 GC2467  HISTORY     - Date     Condition        Report By
 GC2467  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2467  HISTORY     - 19960319 GOOD             USPSQD
 GC2467
 GC2467                          STATION DESCRIPTION
 GC2467
 GC2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2467'THE STATION IS THE BASE OF A LIGHTNING ROD AT THE APEX OF THE ROOF OF
 GC2467'THE TANK, LOCATED IN THE SOUTH SECTION OF CLARKSVILLE, ABOUT
 GC2467'150 FEET NORTHWEST OF THE INTERSECTION OF WASHINGTON AND ELDER
 GC2467'STREETS.  IT IS A LARGE STEEL TANK, ATOP AN 8-LEGGED STEEL
 GC2467'STRUCTURE, ABOUT 225 FEET HIGH, PAINTED SILVER AND HAS THE LEGEND
 GC2467'CLARKSVILLE, TENN. PAINTED IN LARGE BLACK LETTERS ON 4 SIDES OF
 GC2467'THE TANK.
 GC2467
 GC2467                          STATION RECOVERY (1996)
 GC2467
 GC2467'RECOVERY NOTE BY US POWER SQUADRON 1996
 GC2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0885 ***********************************************************************
 GC0885  DESIGNATION -  CLAY
 GC0885  PID         -  GC0885
 GC0885  STATE/COUNTY-  TN/DAVIDSON
 GC0885  USGS QUAD   -  WHITES CREEK (1994)
 GC0885
 GC0885                         *CURRENT SURVEY CONTROL
 GC0885  ___________________________________________________________________
 GC0885* NAD 83(1986)-  36 18 29.     (N)    086 49 28.     (W)     SCALED    
 GC0885* NAVD 88     -       168.041  (meters)     551.31   (feet)  ADJUSTED  
 GC0885  ___________________________________________________________________
 GC0885  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0885  DYNAMIC HT  -         167.897 (meters)     550.84  (feet)  COMP
 GC0885  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0885
 GC0885  VERT ORDER  -  SECOND    CLASS 0
 GC0885
 GC0885.The horizontal coordinates were scaled from a topographic map and have
 GC0885.an estimated accuracy of +/- 6 seconds.
 GC0885
 GC0885.The orthometric height was determined by differential leveling
 GC0885.and adjusted by the National Geodetic Survey in June 1991..
 GC0885
 GC0885.The geoid height was determined by GEOID03.
 GC0885
 GC0885.The dynamic height is computed by dividing the NAVD 88
 GC0885.geopotential number by the normal gravity value computed on the
 GC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0885.degrees latitude (g = 980.6199 gals.).
 GC0885
 GC0885.The modeled gravity was interpolated from observed gravity values.
 GC0885
 GC0885;                    North         East    Units  Estimated Accuracy
 GC0885;SPC TN       -   219,410.      525,960.      MT  (+/- 180 meters Scaled)
 GC0885
 GC0885                          SUPERSEDED SURVEY CONTROL
 GC0885
 GC0885  NGVD 29 (??/??/92)  168.083  (m)          551.45   (f) ADJ UNCH    2 0
 GC0885
 GC0885.Superseded values are not recommended for survey control.
 GC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0885.See file dsdata.txt to determine how the superseded data were derived.
 GC0885
 GC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157181(NAD 83)
 GC0885_MARKER: DD = SURVEY DISK
 GC0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0885_STAMPING: CLAY 1965
 GC0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0885+STABILITY: SURFACE MOTION
 GC0885
 GC0885  HISTORY     - Date     Condition        Report By
 GC0885  HISTORY     - 1965     MONUMENTED       TNHD
 GC0885
 GC0885                          STATION DESCRIPTION
 GC0885
 GC0885'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0885'2.5 MI SE FROM JOELTON.
 GC0885'FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON OLD CLARKSVILLE
 GC0885'PIKE FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 431, TURN
 GC0885'LEFT, NORTH, AND GO 0.15 MILE ON U.S. HIGHWAY 431 TO A PAVED ROAD
 GC0885'RIGHT (UNION HILL ROAD), TURN RIGHT, EAST, AND GO 0.3 MILE TO A
 GC0885'POINT WHERE UNION HILL ROAD TURNS LEFT AND CLAYLICK ROAD GOES
 GC0885'STRAIGHT AHEAD, CONTINUE STRAIGHT AND FOLLOW CLAYLICK ROAD
 GC0885'SOUTHERLY AND EASTERLY FOR 2.5 MILES TO A GRAVELED LANE ON THE
 GC0885'RIGHT, TURN RIGHT, AND GO SOUTHERLY, CROSSING OVER A SMALL WOODEN
 GC0885'BRIDGE, FOR 0.1 MILE TO THE MARK ON THE RIGHT, 12 FEET NORTHWEST
 GC0885'OF THE GRAVELED LANE, 4.3 FEET SOUTH OF A METAL WITNESS POST WITH
 GC0885'SIGN AND 2 FEET SOUTHEAST OF A BARBED WIRE FENCE.  IT IS A
 GC0885'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0885'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2353 ***********************************************************************
 GC2353  DESIGNATION -  CLAY
 GC2353  PID         -  GC2353
 GC2353  STATE/COUNTY-  TN/DAVIDSON
 GC2353  USGS QUAD   -  WHITES CREEK (1994)
 GC2353
 GC2353                         *CURRENT SURVEY CONTROL
 GC2353  ___________________________________________________________________
 GC2353* NAD 83(1995)-  36 18 29.16059(N)    086 49 27.71018(W)     ADJUSTED  
 GC2353* NAVD 88     -       168.02   (+/-2cm)     551.2    (feet)  VERTCON   
 GC2353  ___________________________________________________________________
 GC2353  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GC2353  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2353
 GC2353  HORZ ORDER  -  SECOND
 GC2353  VERT ORDER  -  THIRD ? (See Below)
 GC2353
 GC2353.The horizontal coordinates were established by classical geodetic methods
 GC2353.and adjusted by the National Geodetic Survey in April 1999..
 GC2353
 GC2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2353.The vertical order pertains to the NGVD 29 superseded value.
 GC2353
 GC2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2353
 GC2353.The geoid height was determined by GEOID03.
 GC2353
 GC2353;                    North         East     Units Scale Factor Converg.
 GC2353;SPC TN       -   219,413.429   525,964.665   MT  0.99998254   -0 28 57.4
 GC2353;SPC TN       -   719,858.89  1,725,602.41   sFT  0.99998254   -0 28 57.4
 GC2353;UTM  16      - 4,018,136.456   515,767.866   MT  0.99960306   +0 06 14.4
 GC2353
 GC2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2353!SPC TN       -   0.99997825  x   0.99998254  =   0.99996079
 GC2353!UTM  16      -   0.99997825  x   0.99960306  =   0.99958132
 GC2353
 GC2353|---------------------------------------------------------------------|
 GC2353| PID    Reference Object                     Distance      Geod. Az  |
 GC2353|                                                           dddmmss.s |
 GC2353| GC0884 CLAY RM 1                            13.919 METERS 05500     |
 GC2353| CG5104 CLAY RM 3                                          0903137.7 |
 GC2353| GC0886 CLAY RM 2                            14.329 METERS 16240     |
 GC2353| GC2352 B 13                                  1.610 METERS 18353     |
 GC2353| CG5103 CLAY AZ MK                                         3174717.6 |
 GC2353|---------------------------------------------------------------------|
 GC2353
 GC2353                          SUPERSEDED SURVEY CONTROL
 GC2353
 GC2353  NAD 83(1995)-  36 18 29.16216(N)    086 49 27.71193(W) AD(       ) 2
 GC2353  NAD 83(1995)-  36 18 29.16506(N)    086 49 27.71295(W) AD(       ) 2
 GC2353  NAD 83(1986)-  36 18 29.17071(N)    086 49 27.71326(W) AD(       ) 2
 GC2353  NAD 27      -  36 18 28.98478(N)    086 49 27.72048(W) AD(       ) 2
 GC2353  NGVD 29 (07/19/86)  168.08   (m)          551.4    (f) LEVELING    3  
 GC2353
 GC2353.Superseded values are not recommended for survey control.
 GC2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2353.See file dsdata.txt to determine how the superseded data were derived.
 GC2353
 GC2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1576818136(NAD 83)
 GC2353_MARKER: DD = SURVEY DISK
 GC2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2353
 GC2353  HISTORY     - Date     Condition        Report By
 GC2353  HISTORY     - 1965     MONUMENTED       TNHD
 GC2353  HISTORY     - 1973     GOOD             NGS
 GC2353
 GC2353                          STATION DESCRIPTION
 GC2353
 GC2353'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2353'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DOWNTOWN NASHVILLE, 3
 GC2353'MILES NORTH OF WHITES CREEK AND 2-1/2 MILES SOUTHEAST OF
 GC2353'JOELTON.
 GC2353'
 GC2353'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON
 GC2353'OLD CLARKSVILLE PIKE FOR 0.1 MILE TO THE INTERSECTION OF
 GC2353'U.S. HIGHWAY 431, TURN LEFT, NORTH, AND GO 0.15 MILES ON U.S. HIGHWAY
 GC2353'431 TO A PAVED ROAD RIGHT (UNION HILL ROAD), TURN RIGHT, EAST, AND
 GC2353'GO 0.3 MILE TO A POINT WHERE UNION HILL ROAD TURNS LEFT AND CLAYLICK
 GC2353'ROAD GOES STRAIGHT AHEAD, CONTINUE STRAIGHT AND FOLLOW
 GC2353'CLAYLICK ROAD SOUTHERLY AND EASTERLY FOR 1.9 MILES TO THE AZIMUTH
 GC2353'MARK ON THE LEFT. CONTINUE ON CLAYLICK ROAD FOR 0.65 MILE TO A
 GC2353'GRAVELED LANE ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY, CROSSING
 GC2353'OVER A SMALL WOODEN BRIDGE, FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GC2353'
 GC2353'THE STATION IS 12 FEET NORTHWEST OF THE GRAVELED LANE, 4.3 FEET SOUTH
 GC2353'OF A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTHEAST OF A
 GC2353'BARBED WIRE FENCE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2353'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED CLAY
 GC2353'1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2353'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2353'CONCRETE MONUMENT.
 GC2353'
 GC2353'REFERENCE MARK NO. 1 IS 8 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2353'THE GRAVELED LANE AND 1 FOOT NORTHWEST OF A BARBED WIRE FENCE.
 GC2353'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC2353'TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2353'STAMPED CLAY RM-1 1965.
 GC2353'
 GC2353'REFERENCE MARK NO. 2 IS 8 FEET EAST OF THE APPROXIMAE CENTER OF THE
 GC2353'GRAVELED LANE AND 1 FOOT WEST OF A BARBED WIRE FENCE. THE MARK
 GC2353'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2353'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2353'CLAY RM-2 1965.
 GC2353'
 GC2353'B 13 IS 15 FEET NORTHWEST OF THE GRAVELED LANE AND 2 FEET SOUTHEAST
 GC2353'OF A BARBED WIRE FENCE. THE MARK IS A METAL DISK SET IN THE TOP
 GC2353'OF A 5-INCH, ROUND, CONCRETE MONUMENT PROJECTING 6 INCHES AND THE
 GC2353'DISK IS STAMPED B 13.
 GC2353'
 GC2353'THE AZIMUTH MARK IS 112 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC2353'JUNCTION OF CLAYLICK ROAD AND A GRAVELED DRIVE, 19 FEET NORTH OF
 GC2353'THE APPROXIMATE CENTER OF CLAYLICK ROAD AND ABOUT 3 FEET SOUTH OF A
 GC2353'ROCK BLUFF. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2353'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2353'AND THE DISK IS STAMPED CLAY AZI 1965.
 GC2353'
 GC2353'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2353'
 GC2353'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2353
 GC2353                          STATION RECOVERY (1973)
 GC2353
 GC2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GC2353'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2353'CONDITION.  DUE TO THE RELOCATION OF CLAYLICK ROAD ALONGSIDE OF
 GC2353'INTERSTATE 24, THE AZIMUTH MARK WOULD BE DESTROYED.  A NEW MARK
 GC2353'CLAY 1965 R. M. NO. 3 (AZIMUTH MARK) WAS ESTABLISHED.  THE STATION
 GC2353'WAS OCCUPIED AND ALL HORIZONTAL ANGLES AND DISTANCES CHECKED.
 GC2353'
 GC2353'THE STATION IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED
 GC2353'CLAY 1965, SET IN A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 GC2353'GROUND SURFACE.  IT IS 375 FEET SOUTHWEST OF THE APPROXIMATE
 GC2353'CENTERLINE MEDIAN OF I-24, 195 FEET SOUTHWEST OF THE APPROXIMATE
 GC2353'CENTERLINE OF FRONTAGE ROAD F, 150 FEET SOUTHWEST OF RIGHT-OF-WAY
 GC2353'FENCE FOR FRONTAGE ROAD F ALONG THE SOUTHWEST SIDE OF I-24.  IT
 GC2353'IS 13 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF GRAVELED ROAD,
 GC2353'2.5 FEET SOUTHEAST OF A WOVEN WIRE FENCE, AND 1.0 FEET NORTHEAST
 GC2353'OF A METAL WITNESS POST AND SIGN.
 GC2353'
 GC2353'REFERENCE MARK 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2353'STAMPED CLAY R. M. 1 1965, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 GC2353'FLUSH WITH THE GROUND SURFACE.  IT IS 230 FEET SOUTHWEST OF THE
 GC2353'APPROXIMATE CENTERLINE OF MEDIAN OF I-24, 151 FEET SOUTHWEST OF
 GC2353'THE APPROXIMATE CENTERLINE OF FRONTAGE ROAD F, 106 FEET SOUTHWEST
 GC2353'OF RIGHT-OF-WAY FENCE OF FRONTAGE ROAD F ALONG THE SOUTHWEST
 GC2353'SIDE OF I-24.  IT IS 8 FEET SOUTHEAST OF APPROXIMATE CENTERLINE
 GC2353'OF GRAVELED ROAD, 1.0 FEET NORTHWEST OF A FENCE AND 0.9 FEET
 GC2353'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GC2353'
 GC2353'REFERENCE MARK 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2353'STAMPED CLAY R. M. 2 1965, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 GC2353'FLUSH WITH THE GROUND SURFACE.  IT IS 185 FEET SOUTHWEST OF
 GC2353'RIGHT-OF-WAY FENCE OF FRONTAGE ROAD F ALONG SOUTHWEST SIDE OF
 GC2353'I-24, 230 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF FRONTAGE
 GC2353'ROAD F, 410 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF THE
 GC2353'MEDIAN OF I-24.  IT IS 8 FEET EAST OF APPROXIMATE CENTERLINE OF
 GC2353'GRAVELED ROAD, 1.5 FEET WEST OF A FENCE AND 1.2 FEET WEST OF A
 GC2353'METAL WITNESS POST AND SIGN.
 GC2353'
 GC2353'BENCH MARK B13 IS PRIVATE SURVEY ALUMINUM CAP MARK WITH CENTER
 GC2353'POINT.  THE MARK IS STAMPED B13 AND SET IN A 4-INCH ROUND CONCRETE
 GC2353'POST PROJECTING 6-INCHES.  IT IS SET IN 380 FEET SOUTHWEST OF
 GC2353'APPROXIMATE CENTERLINE OF THE MEDIAN OF I-24, 200 FEET SOUTHWEST
 GC2353'OF APPROXIMATE CENTERLINE OF FRONTAGE ROAD F, AND 155 FEET
 GC2353'SOUTHWEST OF RIGHT-OF-WAY FENCE AT FRONTAGE ROAD F ALONG SOUTHWEST
 GC2353'SIDE OF I-24.  IT IS 14 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF
 GC2353'A GRAVELED ROAD, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN
 GC2353'AND 2.0 FEET SOUTHEAST OF A WOVEN WIRE FENCE.
 GC2353'
 GC2353'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAY 1965 NO. 3 1973
 GC2353'AND SET IN A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 2 INCHES
 GC2353'ABOVE THE GROUND SURFACE.  IT IS 230 FEET NNE OF THE APPROXIMATE
 GC2353'CENTERLINE MEDIAN OF I-24 AND 130 FEET NNE OF THE APPROXIMATE
 GC2353'CENTERLINE OF LICKTON PIKE.  IT IS 1.0 FEET NNW OF A METAL
 GC2353'WITNESS POST AND SIGN, AND 1.0 FEET SSW OF THE
 GC2353'RIGHT-OF-WAY OF LICKTON PIKE.
 GC2353'
 GC2353'TO REACH THE STATION FROM THE OLD HICKORY BOULEVARD AND INTERSTATE
 GC2353'ROUTE 24 INTERCHANGE NORTH OF NASHVILLE, GO WESTERLY ON OLD HICKORY
 GC2353'BOULEVARD FOR 1.0 MILE TO THE T INTERSECTION OF LICKTON PIKE ON THE
 GC2353'RIGHT (CONCRETE BRIDGE JUST EAST OF THIS INTERSECTION).  HERE,
 GC2353'TURN SHARP RIGHT ON LICKTON PIKE AND GO NORTH-NORTHEASTERLY FOR
 GC2353'1.95 MILES TO A FRONTAGE ROAD F ON THE LEFT.* HERE TURN LEFT ON
 GC2353'THIS FRONTAGE ROAD AND GO WEST-NORTHWESTERLY FOR 0.95 OF A MILE TO
 GC2353'A GRAVELED DRIVE LEFT AND THE STATION ABOUT 195 FEET LEFT ALONG
 GC2353'DRIVE AND ON RIGHT SIDE OF DRIVE AS DESCRIBED.
 GC2353'
 GC2353'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF FRONTAGE ROAD F
 GC2353'AND LICKTON PIKE, CONTINUE NORTHERLY ON LICKTON PIKE FOR ABOUT 0.05
 GC2353'OF A MILE TO THE T INTERSECTION OF CLAYLICK ROAD ON THE LEFT.
 GC2353'(STONE HOUSE IN NW ANGLE).  HERE TURN SHARP LEFT ON CLAYLICK ROAD
 GC2353'AND GO WEST-NORTHWESTERLY FOR 0.75 OF A MILE TO THE MARK ON THE
 GC2353'RIGHT ALONG NORTH RIGHT-OF-WAY FENCE OF CLAYLICK ROAD RELOCATED AS
 GC2353'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0883 ***********************************************************************
 GC0883  DESIGNATION -  CLAY AZ MK
 GC0883  PID         -  GC0883
 GC0883  STATE/COUNTY-  TN/DAVIDSON
 GC0883  USGS QUAD   -  WHITES CREEK (1994)
 GC0883
 GC0883                         *CURRENT SURVEY CONTROL
 GC0883  ___________________________________________________________________
 GC0883* NAD 83(1986)-  36 18 52.     (N)    086 49 52.     (W)     SCALED    
 GC0883* NAVD 88     -       173.035  (meters)     567.70   (feet)  ADJUSTED  
 GC0883  ___________________________________________________________________
 GC0883  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0883  DYNAMIC HT  -         172.887 (meters)     567.21  (feet)  COMP
 GC0883  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0883
 GC0883  VERT ORDER  -  SECOND    CLASS 0
 GC0883
 GC0883.The horizontal coordinates were scaled from a topographic map and have
 GC0883.an estimated accuracy of +/- 6 seconds.
 GC0883
 GC0883.The orthometric height was determined by differential leveling
 GC0883.and adjusted by the National Geodetic Survey in June 1991..
 GC0883
 GC0883.The geoid height was determined by GEOID03.
 GC0883
 GC0883.The dynamic height is computed by dividing the NAVD 88
 GC0883.geopotential number by the normal gravity value computed on the
 GC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0883.degrees latitude (g = 980.6199 gals.).
 GC0883
 GC0883.The modeled gravity was interpolated from observed gravity values.
 GC0883
 GC0883;                    North         East    Units  Estimated Accuracy
 GC0883;SPC TN       -   220,120.      525,370.      MT  (+/- 180 meters Scaled)
 GC0883
 GC0883                          SUPERSEDED SURVEY CONTROL
 GC0883
 GC0883  NGVD 29 (??/??/92)  173.077  (m)          567.84   (f) ADJ UNCH    2 0
 GC0883
 GC0883.Superseded values are not recommended for survey control.
 GC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0883.See file dsdata.txt to determine how the superseded data were derived.
 GC0883
 GC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF151188(NAD 83)
 GC0883_MARKER: DD = SURVEY DISK
 GC0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0883_STAMPING: CLAY AZI 1965
 GC0883_MARK LOGO: TNHD  
 GC0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0883+STABILITY: SURFACE MOTION
 GC0883
 GC0883  HISTORY     - Date     Condition        Report By
 GC0883  HISTORY     - 1965     MONUMENTED       TNHD
 GC0883
 GC0883                          STATION DESCRIPTION
 GC0883
 GC0883'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0883'2 MI SE FROM JOELTON.
 GC0883'FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON OLD CLARKSVILLE
 GC0883'PIKE FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 431, TURN
 GC0883'LEFT, NORTH, AND GO 0.15 MILE ON U.S. HIGHWAY 431 TO A PAVED ROAD
 GC0883'RIGHT (UNION HILL ROAD).  TURN RIGHT, EAST, AND GO 0.3 MILE TO A
 GC0883'POINT WHERE UNION HILL ROAD TURNS LEFT AND CLAYLICK ROAD GOES
 GC0883'STRAIGHT AHEAD.  CONTINUE STRAIGHT AND FOLLOW CLAYLICK ROAD
 GC0883'SOUTHERLY AND EASTERLY FOR 1.9 MILES TO THE MARK ON THE LEFT,
 GC0883'112 FEET EAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 GC0883'CLAYLICK ROAD AND A GRAVELED DRIVE, 19 FEET NORTH OF THE
 GC0883'APPROXIMATE CENTER OF CLAYLICK ROAD AND ABOUT 3 FEET SOUTH OF A ROCK
 GC0883'BLUFF.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC0883'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0884 ***********************************************************************
 GC0884  DESIGNATION -  CLAY RM 1
 GC0884  PID         -  GC0884
 GC0884  STATE/COUNTY-  TN/DAVIDSON
 GC0884  USGS QUAD   -  WHITES CREEK (1994)
 GC0884
 GC0884                         *CURRENT SURVEY CONTROL
 GC0884  ___________________________________________________________________
 GC0884* NAD 83(1986)-  36 18 29.     (N)    086 49 28.     (W)     SCALED    
 GC0884* NAVD 88     -       167.553  (meters)     549.71   (feet)  ADJUSTED  
 GC0884  ___________________________________________________________________
 GC0884  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0884  DYNAMIC HT  -         167.409 (meters)     549.24  (feet)  COMP
 GC0884  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0884
 GC0884  VERT ORDER  -  SECOND    CLASS 0
 GC0884
 GC0884.The horizontal coordinates were scaled from a topographic map and have
 GC0884.an estimated accuracy of +/- 6 seconds.
 GC0884
 GC0884.The orthometric height was determined by differential leveling
 GC0884.and adjusted by the National Geodetic Survey in June 1991..
 GC0884
 GC0884.The geoid height was determined by GEOID03.
 GC0884
 GC0884.The dynamic height is computed by dividing the NAVD 88
 GC0884.geopotential number by the normal gravity value computed on the
 GC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0884.degrees latitude (g = 980.6199 gals.).
 GC0884
 GC0884.The modeled gravity was interpolated from observed gravity values.
 GC0884
 GC0884;                    North         East    Units  Estimated Accuracy
 GC0884;SPC TN       -   219,410.      525,960.      MT  (+/- 180 meters Scaled)
 GC0884
 GC0884                          SUPERSEDED SURVEY CONTROL
 GC0884
 GC0884  NGVD 29 (??/??/92)  167.595  (m)          549.85   (f) ADJ UNCH    2 0
 GC0884
 GC0884.Superseded values are not recommended for survey control.
 GC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0884.See file dsdata.txt to determine how the superseded data were derived.
 GC0884
 GC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157181(NAD 83)
 GC0884_MARKER: DD = SURVEY DISK
 GC0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0884_STAMPING: CLAY RM-1 1965
 GC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0884+STABILITY: SURFACE MOTION
 GC0884
 GC0884  HISTORY     - Date     Condition        Report By
 GC0884  HISTORY     - 1965     MONUMENTED       TNHD
 GC0884
 GC0884                          STATION DESCRIPTION
 GC0884
 GC0884'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0884'2.5 MI SE FROM JOELTON.
 GC0884'AT THE CLAY 1965 STATION SITE, 8 FEET SOUTHEAST OF THE APPROXIMATE
 GC0884'CENTER OF A GRAVELED LANE AND 1 FOOT NORTHWEST OF A BARBED WIRE
 GC0884'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC0884'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0886 ***********************************************************************
 GC0886  DESIGNATION -  CLAY RM 2
 GC0886  PID         -  GC0886
 GC0886  STATE/COUNTY-  TN/DAVIDSON
 GC0886  USGS QUAD   -  WHITES CREEK (1994)
 GC0886
 GC0886                         *CURRENT SURVEY CONTROL
 GC0886  ___________________________________________________________________
 GC0886* NAD 83(1986)-  36 18 29.     (N)    086 49 28.     (W)     SCALED    
 GC0886* NAVD 88     -       167.432  (meters)     549.32   (feet)  ADJUSTED  
 GC0886  ___________________________________________________________________
 GC0886  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0886  DYNAMIC HT  -         167.288 (meters)     548.84  (feet)  COMP
 GC0886  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0886
 GC0886  VERT ORDER  -  SECOND    CLASS 0
 GC0886
 GC0886.The horizontal coordinates were scaled from a topographic map and have
 GC0886.an estimated accuracy of +/- 6 seconds.
 GC0886
 GC0886.The orthometric height was determined by differential leveling
 GC0886.and adjusted by the National Geodetic Survey in June 1991..
 GC0886
 GC0886.The geoid height was determined by GEOID03.
 GC0886
 GC0886.The dynamic height is computed by dividing the NAVD 88
 GC0886.geopotential number by the normal gravity value computed on the
 GC0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0886.degrees latitude (g = 980.6199 gals.).
 GC0886
 GC0886.The modeled gravity was interpolated from observed gravity values.
 GC0886
 GC0886;                    North         East    Units  Estimated Accuracy
 GC0886;SPC TN       -   219,410.      525,960.      MT  (+/- 180 meters Scaled)
 GC0886
 GC0886                          SUPERSEDED SURVEY CONTROL
 GC0886
 GC0886  NGVD 29 (??/??/92)  167.475  (m)          549.46   (f) ADJ UNCH    2 0
 GC0886
 GC0886.Superseded values are not recommended for survey control.
 GC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0886.See file dsdata.txt to determine how the superseded data were derived.
 GC0886
 GC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157181(NAD 83)
 GC0886_MARKER: DD = SURVEY DISK
 GC0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0886_STAMPING: CLAY RM-2 1965
 GC0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0886+STABILITY: SURFACE MOTION
 GC0886
 GC0886  HISTORY     - Date     Condition        Report By
 GC0886  HISTORY     - 1965     MONUMENTED       TNHD
 GC0886
 GC0886                          STATION DESCRIPTION
 GC0886
 GC0886'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0886'2.5 MI SE FROM JOELTON.
 GC0886'AT THE CLAY 1965 STATION SITE, 8 FEET EAST OF THE APPROXIMATE
 GC0886'CENTER OF A GRAVELED LANE AND 1 FOOT WEST OF A BARBED WIRE FENCE.
 GC0886'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0886'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2548 ***********************************************************************
 GC2548  DESIGNATION -  CLAYLICK
 GC2548  PID         -  GC2548
 GC2548  STATE/COUNTY-  TN/DICKSON
 GC2548  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2548
 GC2548                         *CURRENT SURVEY CONTROL
 GC2548  ___________________________________________________________________
 GC2548* NAD 83(1995)-  36 08 48.54254(N)    087 13 58.21666(W)     ADJUSTED  
 GC2548* NAVD 88     -       240.92   (+/-2cm)     790.4    (feet)  VERTCON   
 GC2548  ___________________________________________________________________
 GC2548  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GC2548  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC2548
 GC2548  HORZ ORDER  -  SECOND
 GC2548  VERT ORDER  -  THIRD ? (See Below)
 GC2548
 GC2548.The horizontal coordinates were established by classical geodetic methods
 GC2548.and adjusted by the National Geodetic Survey in April 1999..
 GC2548
 GC2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2548.The vertical order pertains to the NGVD 29 superseded value.
 GC2548
 GC2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2548
 GC2548.The geoid height was determined by GEOID03.
 GC2548
 GC2548;                    North         East     Units Scale Factor Converg.
 GC2548;SPC TN       -   201,904.444   489,056.195   MT  0.99996325   -0 43 18.3
 GC2548;SPC TN       -   662,414.83  1,604,511.87   sFT  0.99996325   -0 43 18.3
 GC2548;UTM  16      - 4,000,257.950   479,053.816   MT  0.99960541   -0 08 14.4
 GC2548
 GC2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2548!SPC TN       -   0.99996673  x   0.99996325  =   0.99992998
 GC2548!UTM  16      -   0.99996673  x   0.99960541  =   0.99957216
 GC2548
 GC2548:                Primary Azimuth Mark                     Grid Az
 GC2548:SPC TN       -  CLAYLICK AZ MK                           049 41 34.9
 GC2548:UTM  16      -  CLAYLICK AZ MK                           049 06 31.0
 GC2548
 GC2548|---------------------------------------------------------------------|
 GC2548| PID    Reference Object                     Distance      Geod. Az  |
 GC2548|                                                           dddmmss.s |
 GC2548| CG5105 CLAYLICK AZ MK                                     0485816.6 |
 GC2548| CG5106 CLAYLICK RM 1                        30.117 METERS 06429     |
 GC2548| GC2553 TT 7 D                               20.565 METERS 15159     |
 GC2548| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 4.7 KM 1654751.4 |
 GC2548|---------------------------------------------------------------------|
 GC2548
 GC2548                          SUPERSEDED SURVEY CONTROL
 GC2548
 GC2548  NAD 83(1995)-  36 08 48.54420(N)    087 13 58.21953(W) AD(       ) 2
 GC2548  NAD 83(1995)-  36 08 48.54544(N)    087 13 58.22000(W) AD(       ) 2
 GC2548  NAD 83(1986)-  36 08 48.55264(N)    087 13 58.21966(W) AD(       ) 2
 GC2548  NAD 27      -  36 08 48.34400(N)    087 13 58.19100(W) AD(       ) 2
 GC2548  NGVD 29 (07/19/86)  240.93   (m)          790.5    (f) LEVELING    3  
 GC2548
 GC2548.Superseded values are not recommended for survey control.
 GC2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2548.See file dsdata.txt to determine how the superseded data were derived.
 GC2548
 GC2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7905400258(NAD 83)
 GC2548_MARKER: DS = TRIANGULATION STATION DISK
 GC2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2548
 GC2548  HISTORY     - Date     Condition        Report By
 GC2548  HISTORY     - 1953     MONUMENTED       CGS
 GC2548
 GC2548                          STATION DESCRIPTION
 GC2548
 GC2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2548'STATION IS LOCATED ABOUT 6 MILES EAST OF CHARLOTTE AND 3 MILES
 GC2548'NORTHWEST OF WHITE BLUFF ON PROPERTY OWNED BY MR. E.V.  COCKE.  IT
 GC2548'IS 61 FEET NORTHWEST OF THE INTERSECTION OF PETTY ROAD AND A PAVED
 GC2548'ROAD, 34 FEET NORTHEAST OF A 16 INCH OAK TREE, 16 FEET
 GC2548'SOUTHWEST OF A 12 INCH OAK TREE AND 5 FEET NORTHWEST OF A WHITE
 GC2548'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2548'CLAYLICK 1953.
 GC2548'
 GC2548'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE PAVED ROAD
 GC2548'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2
 GC2548'INCHES AND THE DISK IS STAMPED CLAYLICK NO. 1 1953.
 GC2548'
 GC2548'TT 7 D (USGS) B.M. IS 33 FEET NORTHWEST OF A 24 INCH OAK TREE, 20
 GC2548'FEET EAST OF THE ROAD INTERSECTION AND 12 FEET NORTH OF A
 GC2548'TELEPHONE POLE.  THE MARK IS A 6X6 INCH CONCRETE POST PROJECTING
 GC2548'ABOUT 14 INCHES WITH A BRONZE U.S.  GEOLOGICAL SURVEY DISK
 GC2548'IN THE TOP STAMPED TT 7 D 1929.
 GC2548'
 GC2548'AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF A PAVED ROAD, 3 FEET
 GC2548'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 GC2548'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CLAYLICK 1953.
 GC2548'
 GC2548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2548'HIGHWAY 47 IN WHITE BLUFF, GO NORTHWEST ON HIGHWAY 47 FOR 2.35
 GC2548'MILES TO A FORK, KEEP RIGHT LEAVING HIGHWAY AND GO NORTHEAST ON PAVED
 GC2548'ROAD FOR 0.75 MILE TO A GRAVEL SIDE ROAD LEFT (PETTY ROAD) AND THE
 GC2548'STATION ON THE LEFT IN NORTHWEST ANGLE OF THE INTERSECTION AS
 GC2548'DESCRIBED.  CONTINUE NORTHEAST ON PAVED ROAD FOR 0.25 MILE TO
 GC2548'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2548'
 GC2548'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0532 ***********************************************************************
 FC0532  DESIGNATION -  CLEAGE
 FC0532  PID         -  FC0532
 FC0532  STATE/COUNTY-  TN/MCMINN
 FC0532  USGS QUAD   -  ATHENS (1990)
 FC0532
 FC0532                         *CURRENT SURVEY CONTROL
 FC0532  ___________________________________________________________________
 FC0532* NAD 83(1995)-  35 29 53.97581(N)    084 37 13.43768(W)     ADJUSTED  
 FC0532* NAVD 88     -       277.052  (meters)     908.96   (feet)  ADJUSTED  
 FC0532  ___________________________________________________________________
 FC0532  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FC0532  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0532  DYNAMIC HT  -         276.781 (meters)     908.07  (feet)  COMP
 FC0532  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0532
 FC0532  HORZ ORDER  -  SECOND
 FC0532  VERT ORDER  -  SECOND    CLASS 0
 FC0532
 FC0532.The horizontal coordinates were established by classical geodetic methods
 FC0532.and adjusted by the National Geodetic Survey in April 1999..
 FC0532
 FC0532.The orthometric height was determined by differential leveling
 FC0532.and adjusted by the National Geodetic Survey in June 1991..
 FC0532
 FC0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0532
 FC0532.The geoid height was determined by GEOID03.
 FC0532
 FC0532.The dynamic height is computed by dividing the NAVD 88
 FC0532.geopotential number by the normal gravity value computed on the
 FC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0532.degrees latitude (g = 980.6199 gals.).
 FC0532
 FC0532.The modeled gravity was interpolated from observed gravity values.
 FC0532
 FC0532;                    North         East     Units Scale Factor Converg.
 FC0532;SPC TN       -   130,137.437   725,164.455   MT  0.99996547   +0 48 27.6
 FC0532;SPC TN       -   426,959.24  2,379,143.72   sFT  0.99996547   +0 48 27.6
 FC0532;UTM  16      - 3,930,911.399   715,838.212   MT  1.00017413   +1 22 56.3
 FC0532
 FC0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0532!SPC TN       -   0.99996128  x   0.99996547  =   0.99992675
 FC0532!UTM  16      -   0.99996128  x   1.00017413  =   1.00013541
 FC0532
 FC0532:                Primary Azimuth Mark                     Grid Az
 FC0532:SPC TN       -  5452                                     006 50 23.0
 FC0532:UTM  16      -  5452                                     006 15 54.3
 FC0532
 FC0532|---------------------------------------------------------------------|
 FC0532| PID    Reference Object                     Distance      Geod. Az  |
 FC0532|                                                           dddmmss.s |
 FC0532| CZ4609 5452                                               0073850.6 |
 FC0532| FC0940 SNYDER                              APPROX. 4.5 KM 0422945.2 |
 FC0532| FC0531 CLEAGE RM 1                          17.855 METERS 09133     |
 FC0532| FC0533 CLEAGE RM 2                          17.550 METERS 17749     |
 FC0532| FC1783 ATHENS PLANTATION PL MICROWAVE      APPROX. 4.5 KM 1784600.0 |
 FC0532|---------------------------------------------------------------------|
 FC0532
 FC0532                          SUPERSEDED SURVEY CONTROL
 FC0532
 FC0532  NAD 83(1995)-  35 29 53.98001(N)    084 37 13.43774(W) AD(       ) 2
 FC0532  NAD 83(1995)-  35 29 53.97973(N)    084 37 13.43781(W) AD(       ) 2
 FC0532  NAD 83(1995)-  35 29 53.98015(N)    084 37 13.43803(W) AD(       ) 2
 FC0532  NAD 83(1986)-  35 29 53.98464(N)    084 37 13.43598(W) AD(       ) 2
 FC0532  NAD 27      -  35 29 53.71930(N)    084 37 13.67400(W) AD(       ) 2
 FC0532  NGVD 29 (??/??/92)  277.121  (m)          909.19   (f) ADJ UNCH    2 0
 FC0532
 FC0532.Superseded values are not recommended for survey control.
 FC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0532.See file dsdata.txt to determine how the superseded data were derived.
 FC0532
 FC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1583830911(NAD 83)
 FC0532_MARKER: DE = TRAVERSE STATION DISK
 FC0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0532_STAMPING: CLEAGE 1961
 FC0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0532+STABILITY: SURFACE MOTION
 FC0532
 FC0532  HISTORY     - Date     Condition        Report By
 FC0532  HISTORY     - 1961     MONUMENTED       CGS
 FC0532  HISTORY     - 1961     GOOD             CGS
 FC0532
 FC0532                          STATION DESCRIPTION
 FC0532
 FC0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0532'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NIOTA, 3-1/2 MILES
 FC0532'NORTH OF ATHENS AND ON THE PROPERTY OF MR. CLIFFORD F. CLEAGE.
 FC0532'
 FC0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0532'HIGHWAY 30 ABOUT 1 MILE WEST OF ATHENS, GO NORTH ON U.S. HIGHWAY
 FC0532'11 FOR 1.45 MILES TO A CROSSROAD AT CAUTION LIGHT, TURN LEFT ON OILED
 FC0532'ROAD AND GO 0.1 MILE TO A FORK, KEEP RIGHT ON OILED ROAD AND GO
 FC0532'1.5 MILE TO A BRIDGE AND WHERE OILED ROAD TURNS RIGHT, CONTINUE
 FC0532'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON
 FC0532'THE LEFT.
 FC0532'
 FC0532'THE STATION IS 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 8
 FC0532'FEET WEST OF A WIRE FENCE. THE DISK IS SET IN A SQUARE CONCRETE
 FC0532'MONUMENT, PROJECTING 3 INCHES, AND IS STAMPED CLEAGE 1961.
 FC0532'
 FC0532'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 FC0532'AND IS SET IN A FENCE LINE ON THE EAST SIDE OF THE ROAD. THE DISK
 FC0532'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES, AND THE
 FC0532'DISK IS STAMPED CLEAGE NO 1 1961.
 FC0532'
 FC0532'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 FC0532'AND 6 FEET WEST OF A WIRE FENCE. IT IS A STANDARD DISK, PROJECTING 4
 FC0532'INCHES, AND IS STAMPED CLEAGE NO 2 1961.
 FC0532'
 FC0532'THE AZIMUTH MARK IS 33 FEET NORTHEAST OF AN INTERSECTION AND 31 FEET
 FC0532'NORTHWEST OF TELEPHONE POLE NO. 7. IT IS A TENNESSEE
 FC0532'DIVISION OF GEOLOGY W.P.A. STATION AND IS STAMPED 5452.
 FC0532'
 FC0532'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON GRAVELED ROAD
 FC0532'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FC0532'
 FC0532'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 FC0532
 FC0532                          STATION RECOVERY (1961)
 FC0532
 FC0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0532'4.8 MI NW FROM ATHENS.
 FC0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 11 AND
 FC0532'STATE HWY 30 ABOUT 1 MILE WEST OF ATHENS, GO NORTH ON U.S. HIGHWAY
 FC0532'11 FOR 1.45 MILES TO A CROSSROAD AT CAUTION LIGHT, TURN LEFT
 FC0532'ON OILED ROAD AND GO 0.1 MILE TO A FORK, KEEP RIGHT ON OILED ROAD
 FC0532'AND GO 1.5 MILE TO A BRIDGE AND WHERE OILED ROAD TURNS RIGHT,
 FC0532'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.8 MILE TO THE
 FC0532'STATION ON THE LEFT, 33 FEET WEST OF THE GRAVELED ROAD, 8 FEET WEST OF
 FC0532'A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0532'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0531 ***********************************************************************
 FC0531  DESIGNATION -  CLEAGE RM 1
 FC0531  PID         -  FC0531
 FC0531  STATE/COUNTY-  TN/MCMINN
 FC0531  USGS QUAD   -  ATHENS (1990)
 FC0531
 FC0531                         *CURRENT SURVEY CONTROL
 FC0531  ___________________________________________________________________
 FC0531* NAD 83(1986)-  35 29 53.     (N)    084 37 13.     (W)     SCALED    
 FC0531* NAVD 88     -       277.704  (meters)     911.10   (feet)  ADJUSTED  
 FC0531  ___________________________________________________________________
 FC0531  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0531  DYNAMIC HT  -         277.431 (meters)     910.20  (feet)  COMP
 FC0531  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0531
 FC0531  VERT ORDER  -  SECOND    CLASS 0
 FC0531
 FC0531.The horizontal coordinates were scaled from a topographic map and have
 FC0531.an estimated accuracy of +/- 6 seconds.
 FC0531
 FC0531.The orthometric height was determined by differential leveling
 FC0531.and adjusted by the National Geodetic Survey in June 1991..
 FC0531
 FC0531.The geoid height was determined by GEOID03.
 FC0531
 FC0531.The dynamic height is computed by dividing the NAVD 88
 FC0531.geopotential number by the normal gravity value computed on the
 FC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0531.degrees latitude (g = 980.6199 gals.).
 FC0531
 FC0531.The modeled gravity was interpolated from observed gravity values.
 FC0531
 FC0531;                    North         East    Units  Estimated Accuracy
 FC0531;SPC TN       -   130,110.      725,180.      MT  (+/- 180 meters Scaled)
 FC0531
 FC0531                          SUPERSEDED SURVEY CONTROL
 FC0531
 FC0531  NGVD 29 (??/??/92)  277.773  (m)          911.33   (f) ADJ UNCH    2 0
 FC0531
 FC0531.Superseded values are not recommended for survey control.
 FC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0531.See file dsdata.txt to determine how the superseded data were derived.
 FC0531
 FC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158308(NAD 83)
 FC0531_MARKER: DR = REFERENCE MARK DISK
 FC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0531_STAMPING: CLEAGE NO 1 1961
 FC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0531+STABILITY: SURFACE MOTION
 FC0531
 FC0531  HISTORY     - Date     Condition        Report By
 FC0531  HISTORY     - 1961     MONUMENTED       CGS
 FC0531
 FC0531                          STATION DESCRIPTION
 FC0531
 FC0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0531'4.8 MI NW FROM ATHENS.
 FC0531'THIS MARK IS LOCATED AT THE CLEAGE 1961 STATION SITE.  58.5 FEET
 FC0531'EAST OF CLEAGE 1961 STATION, 24 FEET EAST OF THE CENTER OF A
 FC0531'GRAVELED ROAD, THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0531'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0533 ***********************************************************************
 FC0533  DESIGNATION -  CLEAGE RM 2
 FC0533  PID         -  FC0533
 FC0533  STATE/COUNTY-  TN/MCMINN
 FC0533  USGS QUAD   -  ATHENS (1990)
 FC0533
 FC0533                         *CURRENT SURVEY CONTROL
 FC0533  ___________________________________________________________________
 FC0533* NAD 83(1986)-  35 29 53.     (N)    084 37 13.     (W)     SCALED    
 FC0533* NAVD 88     -       277.359  (meters)     909.97   (feet)  ADJUSTED  
 FC0533  ___________________________________________________________________
 FC0533  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0533  DYNAMIC HT  -         277.087 (meters)     909.08  (feet)  COMP
 FC0533  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0533
 FC0533  VERT ORDER  -  SECOND    CLASS 0
 FC0533
 FC0533.The horizontal coordinates were scaled from a topographic map and have
 FC0533.an estimated accuracy of +/- 6 seconds.
 FC0533
 FC0533.The orthometric height was determined by differential leveling
 FC0533.and adjusted by the National Geodetic Survey in June 1991..
 FC0533
 FC0533.The geoid height was determined by GEOID03.
 FC0533
 FC0533.The dynamic height is computed by dividing the NAVD 88
 FC0533.geopotential number by the normal gravity value computed on the
 FC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0533.degrees latitude (g = 980.6199 gals.).
 FC0533
 FC0533.The modeled gravity was interpolated from observed gravity values.
 FC0533
 FC0533;                    North         East    Units  Estimated Accuracy
 FC0533;SPC TN       -   130,110.      725,180.      MT  (+/- 180 meters Scaled)
 FC0533
 FC0533                          SUPERSEDED SURVEY CONTROL
 FC0533
 FC0533  NGVD 29 (??/??/92)  277.428  (m)          910.20   (f) ADJ UNCH    2 0
 FC0533
 FC0533.Superseded values are not recommended for survey control.
 FC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0533.See file dsdata.txt to determine how the superseded data were derived.
 FC0533
 FC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158308(NAD 83)
 FC0533_MARKER: DR = REFERENCE MARK DISK
 FC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0533_STAMPING: CLEAGE NO 2 1961
 FC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0533+STABILITY: SURFACE MOTION
 FC0533
 FC0533  HISTORY     - Date     Condition        Report By
 FC0533  HISTORY     - 1961     MONUMENTED       CGS
 FC0533
 FC0533                          STATION DESCRIPTION
 FC0533
 FC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0533'4.8 MI NW FROM ATHENS.
 FC0533'THIS MARK IS LOCATED AT THE CLEAGE 1961 STATION SITE, 57.5 FEET
 FC0533'SOUTH OF CLEAGE 1961 STATION, 31 FEET WEST OF THE CENTER OF A
 FC0533'GRAVELED ROAD AND 6 FEET WEST OF A WIRE FENCE.  THE DISK IS SET
 FC0533'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2472 ***********************************************************************
 FE2472  DESIGNATION -  CLEAR
 FE2472  PID         -  FE2472
 FE2472  STATE/COUNTY-  TN/HARDEMAN
 FE2472  USGS QUAD   -  WHITEVILLE (1981)
 FE2472
 FE2472                         *CURRENT SURVEY CONTROL
 FE2472  ___________________________________________________________________
 FE2472* NAD 83(1995)-  35 16 38.29983(N)    089 10 13.58527(W)     ADJUSTED  
 FE2472* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 FE2472  ___________________________________________________________________
 FE2472  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FE2472  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2472
 FE2472  HORZ ORDER  -  THIRD
 FE2472
 FE2472.The horizontal coordinates were established by classical geodetic methods
 FE2472.and adjusted by the National Geodetic Survey in April 1999..
 FE2472
 FE2472.The orthometric height was scaled from a topographic map.
 FE2472
 FE2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2472
 FE2472.The geoid height was determined by GEOID03.
 FE2472
 FE2472;                    North         East     Units Scale Factor Converg.
 FE2472;SPC TN       -   109,405.609   311,607.923   MT  0.99999529   -1 51 22.0
 FE2472;SPC TN       -   358,941.57  1,022,333.66   sFT  0.99999529   -1 51 22.0
 FE2472;UTM  16      - 3,905,955.857   302,598.375   MT  1.00008025   -1 15 14.1
 FE2472
 FE2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2472!SPC TN       -   0.99997736  x   0.99999529  =   0.99997265
 FE2472!UTM  16      -   0.99997736  x   1.00008025  =   1.00005761
 FE2472
 FE2472|---------------------------------------------------------------------|
 FE2472| PID    Reference Object                     Distance      Geod. Az  |
 FE2472|                                                           dddmmss.s |
 FE2472| CG3802 CLEAR RM 1                           21.874 METERS 00714     |
 FE2472| FE2473 35 54 17                              3.092 METERS 14155     |
 FE2472| CG3801 CLEAR AZ MK                                        1804753.0 |
 FE2472| CG3803 CLEAR RM 2                           21.644 METERS 26400     |
 FE2472|---------------------------------------------------------------------|
 FE2472
 FE2472                          SUPERSEDED SURVEY CONTROL
 FE2472
 FE2472  NAD 83(1995)-  35 16 38.30495(N)    089 10 13.58710(W) AD(       ) 3
 FE2472  NAD 83(1995)-  35 16 38.30610(N)    089 10 13.58711(W) AD(       ) 3
 FE2472  NAD 83(1986)-  35 16 38.31176(N)    089 10 13.58556(W) AD(       ) 3
 FE2472  NAD 27      -  35 16 38.01120(N)    089 10 13.34880(W) AD(       ) 3
 FE2472
 FE2472.Superseded values are not recommended for survey control.
 FE2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2472.See file dsdata.txt to determine how the superseded data were derived.
 FE2472
 FE2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0259805956(NAD 83)
 FE2472_MARKER: DS = TRIANGULATION STATION DISK
 FE2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2472
 FE2472  HISTORY     - Date     Condition        Report By
 FE2472  HISTORY     - 1958     MONUMENTED       CGS
 FE2472
 FE2472                          STATION DESCRIPTION
 FE2472
 FE2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2472'THE STATION IS ABOUT 10 MILES WEST OF BOLIVAR, 3 MILES SOUTH OF
 FE2472'WHITEVILLE AND 1 MILE WEST OF CLEAR CREEK ON PROPERTY OWNED BY MR.
 FE2472'JIM HERRON. IT IS 29 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE2472'22 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 49 FEET WEST OF AN
 FE2472'18 INCH OAK TREE AND 7 FEET WEST OF A WHITE WITNESS POST. THE
 FE2472'MONUMENT IS FLUSH AND THE DISK IS STAMPED CLEAR 1958.
 FE2472'
 FE2472'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO
 FE2472'SOUTHWEST ON U.S. HIGHWAY 64 FOR 0.05 MILE TO A PAVED SIDEROAD
 FE2472'LEFT. TURN LEFT AND GO SOUTH AND SOUTHWEST ON THE PAVED ROAD FOR 1.95
 FE2472'MILE TO THE END OF THE PAVEMENT.  CONTINUE SOUTHWEST ON THE
 FE2472'MAIN ROAD FOR 1.45 MILES TO A CROSSROAD (JUST PAST A HOUSE ON THE
 FE2472'RIGHT WITH THREE GABLES).  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 FE2472'FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 FE2472'
 FE2472'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE MAIN
 FE2472'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 FE2472'
 FE2472'REFERENCE MARK 1 IS 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 FE2472'GRAVELED ROAD, 50 FEET SOUTHEAST OF A TELEPHONE POLE AND 6
 FE2472'INCHES WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2472'STAMPED CLEAR NO 1 1958.
 FE2472'
 FE2472'REFERENCE MARK 2 IS 76 FEET WEST OF A WHITE WITNESS POST, 20 FEET
 FE2472'NORTH OF THE CENTERLINE OF A FARM ROAD AND 6 FEET NORTH OF A
 FE2472'WIRE FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FE2472'CLEAR NO 2 1958.
 FE2472'
 FE2472'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2472'ROAD, 6 INCHES WEST OF A WIRE FENCE, 2 FEET NORTH OF A GATE POST
 FE2472'AND 1 FOOT NORTH OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND
 FE2472'THE DISK IS STAMPED CLEAR 1958.
 FE2472'
 FE2472'THE TENNESSEE DIVISION OF GEOLOGY BENCH MARK IS A 3 INCH BRASS DISK
 FE2472'SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 3
 FE2472'INCHES AND THE DISK IS STAMPED W.P.A. 35-54-17. IT IS 27 FEET WEST OF
 FE2472'THE CENTERLINE OF THE GRAVELED ROAD, 12 FEET NORTH OF THE CENTERLINE
 FE2472'OF THE FARM ROAD, 19 FEET NORTH OF A WIRE FENCE AND 13 FEET SOUTH OF
 FE2472'A WHITE WITNESS POST.
 FE2472'
 FE2472'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1690 ***********************************************************************
 GC1690  DESIGNATION -  CLEDON
 GC1690  PID         -  GC1690
 GC1690  STATE/COUNTY-  TN/HUMPHREYS
 GC1690  USGS QUAD   -  WAVERLY (1987)
 GC1690
 GC1690                         *CURRENT SURVEY CONTROL
 GC1690  ___________________________________________________________________
 GC1690* NAD 83(1986)-  36 05 14.     (N)    087 48 09.     (W)     SCALED    
 GC1690* NAVD 88     -       154.992  (meters)     508.50   (feet)  ADJUSTED  
 GC1690  ___________________________________________________________________
 GC1690  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1690  DYNAMIC HT  -         154.858 (meters)     508.06  (feet)  COMP
 GC1690  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1690
 GC1690  VERT ORDER  -  SECOND    CLASS 0
 GC1690
 GC1690.The horizontal coordinates were scaled from a topographic map and have
 GC1690.an estimated accuracy of +/- 6 seconds.
 GC1690
 GC1690.The orthometric height was determined by differential leveling
 GC1690.and adjusted by the National Geodetic Survey in June 1991..
 GC1690
 GC1690.The geoid height was determined by GEOID03.
 GC1690
 GC1690.The dynamic height is computed by dividing the NAVD 88
 GC1690.geopotential number by the normal gravity value computed on the
 GC1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1690.degrees latitude (g = 980.6199 gals.).
 GC1690
 GC1690.The modeled gravity was interpolated from observed gravity values.
 GC1690
 GC1690;                    North         East    Units  Estimated Accuracy
 GC1690;SPC TN       -   196,090.      437,680.      MT  (+/- 180 meters Scaled)
 GC1690
 GC1690                          SUPERSEDED SURVEY CONTROL
 GC1690
 GC1690  NGVD 29 (??/??/??)  155.02   (m)          508.6    (f) RESET       3  
 GC1690
 GC1690.Superseded values are not recommended for survey control.
 GC1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1690.See file dsdata.txt to determine how the superseded data were derived.
 GC1690
 GC1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE277939(NAD 83)
 GC1690_MARKER: DD = SURVEY DISK
 GC1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1690_STAMPING: CLEDON 1961
 GC1690_MARK LOGO: TNHD  
 GC1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1690+STABILITY: SURFACE MOTION
 GC1690
 GC1690  HISTORY     - Date     Condition        Report By
 GC1690  HISTORY     - 1961     MONUMENTED       TNHD
 GC1690  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1690
 GC1690                          STATION DESCRIPTION
 GC1690
 GC1690'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1690'IN WAVERLY.
 GC1690'FROM THE COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR
 GC1690'0.3 MILE TO THE INTERSECTION OF CLYDETON ROAD RIGHT.  TURN RIGHT
 GC1690'AND GO NORTH FOR 0.3 MILE TO THE MARK ON THE RIGHT.  THE STATION
 GC1690'IS 50 FEET NORTHWEST OF A DRIVEWAY, 25 FEET NORTHEAST OF THE
 GC1690'CENTERLINE OF CLYDETON ROAD, 19 FEET NORTHWEST OF A 2-INCH
 GC1690'TRIANGLE BLAZED MAPLE TREE AND 2 FEET SOUTHWEST OF A WITNESS
 GC1690'POST.  THE STATION DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1690'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1690
 GC1690                          STATION RECOVERY (1988)
 GC1690
 GC1690'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2613 ***********************************************************************
 GC2613  DESIGNATION -  CLEDON
 GC2613  PID         -  GC2613
 GC2613  STATE/COUNTY-  TN/HUMPHREYS
 GC2613  USGS QUAD   -  WAVERLY (1987)
 GC2613
 GC2613                         *CURRENT SURVEY CONTROL
 GC2613  ___________________________________________________________________
 GC2613* NAD 83(1995)-  36 05 13.76819(N)    087 48 08.68419(W)     ADJUSTED  
 GC2613* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 GC2613  ___________________________________________________________________
 GC2613  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GC2613  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC2613
 GC2613  HORZ ORDER  -  SECOND
 GC2613
 GC2613.The horizontal coordinates were established by classical geodetic methods
 GC2613.and adjusted by the National Geodetic Survey in April 1999..
 GC2613
 GC2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2613
 GC2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2613
 GC2613.The geoid height was determined by GEOID03.
 GC2613
 GC2613;                    North         East     Units Scale Factor Converg.
 GC2613;SPC TN       -   196,080.748   437,682.846   MT  0.99995813   -1 03 18.7
 GC2613;SPC TN       -   643,308.25  1,435,964.47   sFT  0.99995813   -1 03 18.7
 GC2613;UTM  16      - 3,993,913.569   427,759.421   MT  0.99966430   -0 28 21.6
 GC2613
 GC2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2613!SPC TN       -   0.99998016  x   0.99995813  =   0.99993829
 GC2613!UTM  16      -   0.99998016  x   0.99966430  =   0.99964446
 GC2613
 GC2613|---------------------------------------------------------------------|
 GC2613| PID    Reference Object                     Distance      Geod. Az  |
 GC2613|                                                           dddmmss.s |
 GC2613| GC1692 CLEDON RM 1                          24.630 METERS 11636     |
 GC2613| GC1693 CLEDON AZ MK                                       1355357.0 |
 GC2613| GC2617 WAVERLY MUNICIPAL STANDPIPE         APPROX. 1.3 KM 1544150.7 |
 GC2613| GC1691 CLEDON RM 2                          31.394 METERS 16441     |
 GC2613|---------------------------------------------------------------------|
 GC2613
 GC2613                          SUPERSEDED SURVEY CONTROL
 GC2613
 GC2613  NAD 83(1995)-  36 05 13.77004(N)    087 48 08.68792(W) AD(       ) 2
 GC2613  NAD 83(1995)-  36 05 13.77055(N)    087 48 08.68963(W) AD(       ) 2
 GC2613  NAD 83(1986)-  36 05 13.77792(N)    087 48 08.68656(W) AD(       ) 2
 GC2613  NAD 27      -  36 05 13.56101(N)    087 48 08.59974(W) AD(       ) 2
 GC2613  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 GC2613
 GC2613.Superseded values are not recommended for survey control.
 GC2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2613.See file dsdata.txt to determine how the superseded data were derived.
 GC2613
 GC2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2775993914(NAD 83)
 GC2613_MARKER: DD = SURVEY DISK
 GC2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2613_MARK LOGO: TNHD  
 GC2613
 GC2613  HISTORY     - Date     Condition        Report By
 GC2613  HISTORY     - 1961     MONUMENTED       TNHD
 GC2613  HISTORY     - 1972     GOOD             LOCSUR
 GC2613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC2613
 GC2613                          STATION DESCRIPTION
 GC2613
 GC2613'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2613'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF WAVERLY.
 GC2613'
 GC2613'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 GC2613'COUNTY COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 0.3
 GC2613'MILE TO CLYDETON ROAD RIGHT, TURN RIGHT AND GO NORTH ON CLYDETON
 GC2613'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2613'
 GC2613'THE STATION IS 50 FEET NORTHWEST OF A DRIVEWAY, 25 FEET
 GC2613'NORTHEAST OF THE APPROXIMATE CENTER OF CLYDETON ROAD, 19 FEET
 GC2613'NORTHWEST OF A 20-INCH TRIANGLE BLAZED SUGAR MAPLE TREE AND 2
 GC2613'FEET SOUTHWEST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 GC2613'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED CLEDON
 GC2613'1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2613'SURFACE.  THE SURFACE STATION MARK DISK IS SET IN A 10-INCH
 GC2613'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2613'
 GC2613'REFERENCE MARK NO. 1 IS 49 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2613'OF CLYDETON ROAD, 30 FEET NORTHEAST OF A 12-INCH TRIANGLE BLAZED
 GC2613'SUGAR MAPLE TREE AND 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2613'A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2613'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2613'DISK IS STAMPED CLEDON RM-1 1961.
 GC2613'
 GC2613'REFERENCE MARK NO. 2 IS 48 FEET EAST OF A POWER POLE, 21 FEET
 GC2613'SOUTHWEST OF THE APPROXIMATE CENTER OF CLYDETON ROAD AND 3 FEET
 GC2613'NORTHWEST OF A 12-INCH TRIANGLE BLAZED SUGAR MAPLE TREE.  THE MARK
 GC2613'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2613'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2613'CLEDON RM-2 1961.
 GC2613'
 GC2613'THE AZIMUTH MARK IS 35 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2613'CLYDETON ROAD, 18 FEET SOUTH OF ENTRANCE TO A BALL PARK, 3 FEET
 GC2613'WEST OF A FENCE, AND 1.6 FEET WEST OF A WITNESS POST.  THE MARK IS
 GC2613'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2613'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CLEDON
 GC2613'AZI 1961.
 GC2613'
 GC2613'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GC2613'CLYDETON ROAD 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2613'
 GC2613'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2613
 GC2613                          STATION RECOVERY (1972)
 GC2613
 GC2613'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2613'CLEDON TRIANGULATION STATION GOOD ADD TO DESCRIPTION 59.2
 GC2613'N.E. TO S.E. COR BRICK HOUSE 12.3 N.W. TO 12 MAPLE TREE.
 GC2613'
 GC2613'REF. MK. NO. 1 NOT FOUND - BELIEVED DESTROYED.
 GC2613'
 GC2613'REF. MK. NO. 2 - GOOD - ADD TO DESCRIPTION 11.75 FT N.W. TO 10 IN
 GC2613'POPLAR TREE.
 GC2613'
 GC2613'AZ. MK. NOT FOUND - BELIEVE DESTROYED BY CONSTRUCTION OF
 GC2613'SHOPPING CENTER.
 GC2613
 GC2613                          STATION RECOVERY (1988)
 GC2613
 GC2613'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC2613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1693 ***********************************************************************
 GC1693  DESIGNATION -  CLEDON AZ MK
 GC1693  PID         -  GC1693
 GC1693  STATE/COUNTY-  TN/HUMPHREYS
 GC1693  USGS QUAD   -  WAVERLY (1987)
 GC1693
 GC1693                         *CURRENT SURVEY CONTROL
 GC1693  ___________________________________________________________________
 GC1693* NAD 83(1986)-  36 05 09.     (N)    087 48 02.     (W)     SCALED    
 GC1693* NAVD 88     -       154.367  (meters)     506.45   (feet)  ADJUSTED  
 GC1693  ___________________________________________________________________
 GC1693  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1693  DYNAMIC HT  -         154.234 (meters)     506.02  (feet)  COMP
 GC1693  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GC1693
 GC1693  VERT ORDER  -  SECOND    CLASS 0
 GC1693
 GC1693.The horizontal coordinates were scaled from a topographic map and have
 GC1693.an estimated accuracy of +/- 6 seconds.
 GC1693
 GC1693.The orthometric height was determined by differential leveling
 GC1693.and adjusted by the National Geodetic Survey in June 1991..
 GC1693
 GC1693.The geoid height was determined by GEOID03.
 GC1693
 GC1693.The dynamic height is computed by dividing the NAVD 88
 GC1693.geopotential number by the normal gravity value computed on the
 GC1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1693.degrees latitude (g = 980.6199 gals.).
 GC1693
 GC1693.The modeled gravity was interpolated from observed gravity values.
 GC1693
 GC1693;                    North         East    Units  Estimated Accuracy
 GC1693;SPC TN       -   195,930.      437,850.      MT  (+/- 180 meters Scaled)
 GC1693
 GC1693                          SUPERSEDED SURVEY CONTROL
 GC1693
 GC1693  NGVD 29 (??/??/??)  154.42   (m)          506.6    (f) RESET       3  
 GC1693
 GC1693.Superseded values are not recommended for survey control.
 GC1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1693.See file dsdata.txt to determine how the superseded data were derived.
 GC1693
 GC1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE279937(NAD 83)
 GC1693_MARKER: DZ = AZIMUTH MARK DISK
 GC1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1693_STAMPING: CLEDON AZI 1961
 GC1693_MARK LOGO: TNHD  
 GC1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1693+STABILITY: SURFACE MOTION
 GC1693
 GC1693  HISTORY     - Date     Condition        Report By
 GC1693  HISTORY     - 1961     MONUMENTED       TNHD
 GC1693  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1693
 GC1693                          STATION DESCRIPTION
 GC1693
 GC1693'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1693'IN WAVERLY.
 GC1693'FROM THE COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR
 GC1693'0.3 MILE TO THE INTERSECTION OF CLYDETON ROAD RIGHT.  TURN RIGHT
 GC1693'AND GO NORTH FOR 0.15 MILE TO THE MARK ON THE RIGHT.  THE MARK IS
 GC1693'35 FEET EAST OF THE CENTERLINE OF CLYDETON ROAD, 18 FEET SOUTH
 GC1693'OF THE ENTRANCE TO A BALL PARK, 3 FEET WEST OF A FENCE AND 1.6
 GC1693'FEET WEST OF A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH
 GC1693'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1693
 GC1693                          STATION RECOVERY (1988)
 GC1693
 GC1693'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1692 ***********************************************************************
 GC1692  DESIGNATION -  CLEDON RM 1
 GC1692  PID         -  GC1692
 GC1692  STATE/COUNTY-  TN/HUMPHREYS
 GC1692  USGS QUAD   -  WAVERLY (1987)
 GC1692
 GC1692                         *CURRENT SURVEY CONTROL
 GC1692  ___________________________________________________________________
 GC1692* NAD 83(1986)-  36 05 14.     (N)    087 48 09.     (W)     SCALED    
 GC1692* NAVD 88     -       155.063  (meters)     508.74   (feet)  ADJUSTED  
 GC1692  ___________________________________________________________________
 GC1692  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1692  DYNAMIC HT  -         154.929 (meters)     508.30  (feet)  COMP
 GC1692  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1692
 GC1692  VERT ORDER  -  SECOND    CLASS 0
 GC1692
 GC1692.The horizontal coordinates were scaled from a topographic map and have
 GC1692.an estimated accuracy of +/- 6 seconds.
 GC1692
 GC1692.The orthometric height was determined by differential leveling
 GC1692.and adjusted by the National Geodetic Survey in June 1991..
 GC1692
 GC1692.The geoid height was determined by GEOID03.
 GC1692
 GC1692.The dynamic height is computed by dividing the NAVD 88
 GC1692.geopotential number by the normal gravity value computed on the
 GC1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1692.degrees latitude (g = 980.6199 gals.).
 GC1692
 GC1692.The modeled gravity was interpolated from observed gravity values.
 GC1692
 GC1692;                    North         East    Units  Estimated Accuracy
 GC1692;SPC TN       -   196,090.      437,680.      MT  (+/- 180 meters Scaled)
 GC1692
 GC1692                          SUPERSEDED SURVEY CONTROL
 GC1692
 GC1692  NGVD 29 (??/??/??)  155.09   (m)          508.8    (f) RESET       3  
 GC1692
 GC1692.Superseded values are not recommended for survey control.
 GC1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1692.See file dsdata.txt to determine how the superseded data were derived.
 GC1692
 GC1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE277939(NAD 83)
 GC1692_MARKER: DR = REFERENCE MARK DISK
 GC1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1692_STAMPING: CLEDON RM-1 1961
 GC1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1692+STABILITY: SURFACE MOTION
 GC1692
 GC1692  HISTORY     - Date     Condition        Report By
 GC1692  HISTORY     - 1961     MONUMENTED       TNHD
 GC1692  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1692
 GC1692                          STATION DESCRIPTION
 GC1692
 GC1692'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1692'IN WAVERLY.
 GC1692'THIS MARK IS LOCATED AT THE CLEDON 1961 STATION SITE, 49 FEET
 GC1692'NORTHEAST OF THE CENTERLINE OF CLYDETON ROAD, 30 FEET NORTHEAST
 GC1692'OF A 12-INCH TRIANGLE BLAZED SUGAR MAPLE TREE, 22 FEET SOUTHEAST
 GC1692'OF THE CENTERLINE OF A DRIVEWAY AND 103 FEET SOUTH OF THE
 GC1692'STATION.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC1692'MONUMENT FLUSH WITH THE GROUND.
 GC1692
 GC1692                          STATION RECOVERY (1988)
 GC1692
 GC1692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1691 ***********************************************************************
 GC1691  DESIGNATION -  CLEDON RM 2
 GC1691  PID         -  GC1691
 GC1691  STATE/COUNTY-  TN/HUMPHREYS
 GC1691  USGS QUAD   -  WAVERLY (1987)
 GC1691
 GC1691                         *CURRENT SURVEY CONTROL
 GC1691  ___________________________________________________________________
 GC1691* NAD 83(1986)-  36 05 14.     (N)    087 48 09.     (W)     SCALED    
 GC1691* NAVD 88     -       154.871  (meters)     508.11   (feet)  ADJUSTED  
 GC1691  ___________________________________________________________________
 GC1691  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1691  DYNAMIC HT  -         154.737 (meters)     507.67  (feet)  COMP
 GC1691  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1691
 GC1691  VERT ORDER  -  SECOND    CLASS 0
 GC1691
 GC1691.The horizontal coordinates were scaled from a topographic map and have
 GC1691.an estimated accuracy of +/- 6 seconds.
 GC1691
 GC1691.The orthometric height was determined by differential leveling
 GC1691.and adjusted by the National Geodetic Survey in June 1991..
 GC1691
 GC1691.The geoid height was determined by GEOID03.
 GC1691
 GC1691.The dynamic height is computed by dividing the NAVD 88
 GC1691.geopotential number by the normal gravity value computed on the
 GC1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1691.degrees latitude (g = 980.6199 gals.).
 GC1691
 GC1691.The modeled gravity was interpolated from observed gravity values.
 GC1691
 GC1691;                    North         East    Units  Estimated Accuracy
 GC1691;SPC TN       -   196,090.      437,680.      MT  (+/- 180 meters Scaled)
 GC1691
 GC1691                          SUPERSEDED SURVEY CONTROL
 GC1691
 GC1691  NGVD 29 (??/??/??)  154.90   (m)          508.2    (f) RESET       3  
 GC1691
 GC1691.Superseded values are not recommended for survey control.
 GC1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1691.See file dsdata.txt to determine how the superseded data were derived.
 GC1691
 GC1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE277939(NAD 83)
 GC1691_MARKER: DR = REFERENCE MARK DISK
 GC1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1691_STAMPING: CLEDON RM-2 1961
 GC1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1691+STABILITY: SURFACE MOTION
 GC1691
 GC1691  HISTORY     - Date     Condition        Report By
 GC1691  HISTORY     - 1961     MONUMENTED       TNHD
 GC1691
 GC1691                          STATION DESCRIPTION
 GC1691
 GC1691'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1691'IN WAVERLY.
 GC1691'THIS MARK IS LOCATED AT THE CLEDON 1961 STATION SITE, 48 FEET
 GC1691'EAST OF A POWER POLE, 21 FEET SOUTHWEST OF THE CENTERLINE OF
 GC1691'CLYDETON ROAD, 3 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED
 GC1691'SUGAR MAPLE TREE AND 80.8 FEET EAST OF THE STATION.  THE DISK
 GC1691'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC1691'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0610 ***********************************************************************
 FC0610  DESIGNATION -  CLEVE
 FC0610  PID         -  FC0610
 FC0610  STATE/COUNTY-  TN/BRADLEY
 FC0610  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0610
 FC0610                         *CURRENT SURVEY CONTROL
 FC0610  ___________________________________________________________________
 FC0610* NAD 83(1995)-  35 11 28.63099(N)    084 53 15.97323(W)     ADJUSTED  
 FC0610* NAVD 88     -       300.764  (meters)     986.76   (feet)  ADJUSTED  
 FC0610  ___________________________________________________________________
 FC0610  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FC0610  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0610  DYNAMIC HT  -         300.468 (meters)     985.79  (feet)  COMP
 FC0610  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FC0610
 FC0610  HORZ ORDER  -  SECOND
 FC0610  VERT ORDER  -  SECOND    CLASS 0
 FC0610
 FC0610.The horizontal coordinates were established by classical geodetic methods
 FC0610.and adjusted by the National Geodetic Survey in April 1999..
 FC0610
 FC0610.The orthometric height was determined by differential leveling
 FC0610.and adjusted by the National Geodetic Survey in June 1991..
 FC0610
 FC0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0610
 FC0610.The geoid height was determined by GEOID03.
 FC0610
 FC0610.The dynamic height is computed by dividing the NAVD 88
 FC0610.geopotential number by the normal gravity value computed on the
 FC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0610.degrees latitude (g = 980.6199 gals.).
 FC0610
 FC0610.The modeled gravity was interpolated from observed gravity values.
 FC0610
 FC0610;                    North         East     Units Scale Factor Converg.
 FC0610;SPC TN       -    95,766.147   701,295.479   MT  1.00001088   +0 39 04.1
 FC0610;SPC TN       -   314,192.77  2,300,833.58   sFT  1.00001088   +0 39 04.1
 FC0610;UTM  16      - 3,896,299.764   692,309.575   MT  1.00005580   +1 13 03.6
 FC0610
 FC0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0610!SPC TN       -   0.99995752  x   1.00001088  =   0.99996840
 FC0610!UTM  16      -   0.99995752  x   1.00005580  =   1.00001332
 FC0610
 FC0610|---------------------------------------------------------------------|
 FC0610| PID    Reference Object                     Distance      Geod. Az  |
 FC0610|                                                           dddmmss.s |
 FC0610| FB1380 CLEVE RM 1                           15.746 METERS 01344     |
 FC0610| FC1798 CLEVELAND RADIO STA WCLE MAST       APPROX. 1.1 KM 0562049.3 |
 FC0610| FC1795 CLEVELAND ATT MAIN MICROWAVE        APPROX. 6.2 KM 0685025.3 |
 FC0610| CZ4758 CLEVE AZ MK                                        1214553.3 |
 FC0610| FB1382 CLEVE RM 2                           20.823 METERS 13324     |
 FC0610| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX. 2.0 KM 1550029.9 |
 FC0610|---------------------------------------------------------------------|
 FC0610
 FC0610                          SUPERSEDED SURVEY CONTROL
 FC0610
 FC0610  NAD 83(1995)-  35 11 28.63295(N)    084 53 15.97394(W) AD(       ) 2
 FC0610  NAD 83(1995)-  35 11 28.63206(N)    084 53 15.97443(W) AD(       ) 2
 FC0610  NAD 83(1995)-  35 11 28.63239(N)    084 53 15.97314(W) AD(       ) 2
 FC0610  NAD 83(1986)-  35 11 28.63473(N)    084 53 15.97096(W) AD(       ) 2
 FC0610  NAD 27      -  35 11 28.37430(N)    084 53 16.16200(W) AD(       ) 2
 FC0610  NGVD 29 (??/??/92)  300.790  (m)          986.84   (f) ADJ UNCH    2 0
 FC0610
 FC0610.Superseded values are not recommended for survey control.
 FC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0610.See file dsdata.txt to determine how the superseded data were derived.
 FC0610
 FC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9231096300(NAD 83)
 FC0610_MARKER: DE = TRAVERSE STATION DISK
 FC0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0610_STAMPING: CLEVE 1961
 FC0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0610+STABILITY: SURFACE MOTION
 FC0610
 FC0610  HISTORY     - Date     Condition        Report By
 FC0610  HISTORY     - 1961     MONUMENTED       CGS
 FC0610  HISTORY     - 1968     GOOD             CGS
 FC0610  HISTORY     - 1968     GOOD             NGS
 FC0610
 FC0610                          STATION DESCRIPTION
 FC0610
 FC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0610'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.L. MCGUIRE, ABOUT 2
 FC0610'MILES NORTHWEST OF CLEVELAND AND 0.1 MILE SOUTH OF STATE ROUTE 60.
 FC0610'
 FC0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0610'ROUTE 60 IN CLEVELAND, GO NORTH ON STATE ROUTE 60 FOR 2.45 MILES
 FC0610'TO A SIDE ROAD ON THE LEFT AT TOP OF HILL, TURN LEFT AND GO 0.15 MILE
 FC0610'TO THE EDGE OF WOODS, A FRAME HOUSE ON THE LEFT AND THE STATION
 FC0610'ON THE RIGHT.
 FC0610'
 FC0610'THE STATION MARK IS 186 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC0610'HOUSE, 20 FEET EAST OF A WIRE FENCE, 4.4 FEET SOUTH OF A METAL
 FC0610'WITNESS POST AND ON THE SOUTHWEST SLOPE OF HILL. IT IS A STANDARD
 FC0610'TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FC0610'INCHES AND IS STAMPED CLEVE 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 1 IS 48 FEET NORTHEAST OF A METAL WITNESS POST, 10
 FC0610'FEET EAST OF A WIRE FENCE AND ABOUT 3 FEET HIGHER THAN THE STATION
 FC0610'MARK. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC0610'PROJECTS 6 INCHES AND IS STAMPED CLEVE NO 1 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 2 IS 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC0610'HOUSE AND 17 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 FC0610'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC0610'PROJECTS 3 INCHES AND IS STAMPED CLEVE NO 2 1961.
 FC0610'
 FC0610'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. CLEVELAND, WCLE
 FC0610'RADIO CORP. MAST WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FC0610'THEREOF.
 FC0610'
 FC0610'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FC0610
 FC0610                          STATION RECOVERY (1968)
 FC0610
 FC0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC0610'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC0610'RECOVERED AND FOUND IN EXCELLENT CONDITION. IT WAS FEARED THAT
 FC0610'THIS STATION WOULD BE DESTROYED BY THE CONSTRUCTION OF A LARGE MOTEL
 FC0610'BY JAFCO, INC. WHEN GRADES WERE DETERMINED, THE SITE OF THE MOTEL
 FC0610'HAD TO BE BROUGHT DOWN THE HILL TO A LOWER ELEVATION, AND THIS
 FC0610'STATION WILL IN NO WAY BE ENDANGERED. THIS STATION DID NOT HAVE
 FC0610'AN AZIMUTH MARK SET WHEN FIRST ESTABLISHED, THEREFORE, AN AZIMUTH
 FC0610'MARK WAS ESTABLISHED THIS DATE. THE STATION WAS OCCUPIED AND ALL
 FC0610'HORIZONTAL ANGLES OBSERVED FOR THE MARKS USING CLEVELAND, RADIO
 FC0610'STATION WCLE MAST AS AN INITIAL. WHEN THE HORIZONTAL DISTANCE
 FC0610'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS WERE
 FC0610'CHECKED, A DISCREPANCY OF MINUS 0.02 OF A FOOT WAS NOTED ON BOTH
 FC0610'MARKS.
 FC0610'
 FC0610'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0610'
 FC0610'THE STATION IS NOW LOCATED ON THE PROPERTY OF JAFCO, INC. ABOUT 2
 FC0610'MILES NORTHWEST OF DOWNTOWN CLEVELAND AND ABOUT 0.15 OF A MILE
 FC0610'SOUTHEAST OF THE STATE ROUTE 60 AND INTERSTATE ROUTE 75 INTERCHANGE.
 FC0610'
 FC0610'TO REACH THE STATION FROM THE STATE ROUTE 60 AND INTERSTATE ROUTE 75
 FC0610'INTERCHANGE NORTHWEST OF CLEVELAND, GO SOUTHEASTERLY ON
 FC0610'STATE ROUTE 60 FOR 0.15 MILE TO A CROSSROAD, AND LARGE MOTEL IN THE
 FC0610'NORTHEAST ANGLE. HERE TURN RIGHT TO AN ACCESS ROAD ON THE RIGHT
 FC0610'ALONG THE INSIDE OF THE RIGHT-OF-WAY FENCE. HERE TURN RIGHT ON THIS
 FC0610'ACCESS ROAD AND GO NORTHWESTERLY UP A STEEP HILL FOR 0.1 MILE TO A
 FC0610'TRACK ROAD LEFT, TURN LEFT ON THIS TRACK AND GRADED ROAD AND GO
 FC0610'NORTHWESTERLY FOR 0.1 OF A MILE TO THE TOP OF THE HILL AND THE
 FC0610'STATION ON THE RIGHT.
 FC0610'
 FC0610'THE STATION IS 46 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0610'THE GRADED ROAD, 31 FEET NORTHWEST OF A 10-INCH BLACK OAK TREE,
 FC0610'21 FEET NORTHEAST OF A 20-INCH CHESTNUT OAK TREE, 4.3 FEET
 FC0610'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 0.7 OF A
 FC0610'FOOT NORTHWEST OF AN OLD POST AND SIGN. IT IS A STANDARD DISK SET IN
 FC0610'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0610'3 INCHES AND THE DISK IS STAMPED CLEVE 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 3.5 FEET
 FC0610'ABOVE THE ELEVATION OF THE STATION, 88 FEET NORTH-NORTHWEST OF
 FC0610'THE APPROXIMATE CENTER OF THE GRADED ROAD, 21 FEET SOUTHEAST OF A
 FC0610'20-INCH WHITE OAK TREE, AND 0.9 OF A FOOT EAST-SOUTHEAST OF A
 FC0610'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC0610'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 FC0610'THE DISK IS STAMPED CLEVE NO 1 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL ABOUT 1
 FC0610'FOOT BELOW THE ELEVATION OF THE STATION, 15 FEET SOUTH OF THE
 FC0610'APPROXIMATE CENTER OF THE GRADED ROAD, 10 FEET EAST-NORTHEAST OF A
 FC0610'14-INCH WHITE OAK TREE, AND 0.9 OF A FOOT WEST-NORTHWEST OF A
 FC0610'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC0610'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 FC0610'AND THE DISK IS STAMPED CLEVE NO 2 1961.
 FC0610'
 FC0610'DUE TO BRUSH AND TREES ON LINE BETWEEN THE REFERENCE MARKS, NO EFFORT
 FC0610'WAS MADE TO MEASURE BETWEEN THEM.
 FC0610'
 FC0610'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHEAST EDGE OF A GRAVELED
 FC0610'ROAD IN A LARGE OUTCROPPING LIMESTONE BEDROCK ABOUT 0.45 OF A
 FC0610'MILE EAST-SOUTHEAST OF THE STATION. IT IS 66 FEET SOUTH OF THE
 FC0610'APPROXIMATE INTERSECTION OF GRAVELED ROADS, 43 FEET
 FC0610'SOUTH-SOUTHEAST OF A FENCE CORNER POST, 18 FEET SOUTHEAST OF THE
 FC0610'APPROXIMATE CENTER OF A GRAVELED ROAD, ABOUT 4 FEET ABOVE THE
 FC0610'LEVEL OF THE ROAD, AND 1.9 FEET WEST OF A METAL WITNESS POST AND
 FC0610'SIGN. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FC0610'OUTCROPPING BEDROCK AND THE DISK IS STAMPED CLEVE 1968.
 FC0610'
 FC0610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON A
 FC0610'GRADED ROAD FOR 0.1 OF A MILE TO A T CROSSROAD AND GUARDRAIL
 FC0610'ALONG THE STATE ROUTE 60 RIGHT-OF-WAY FENCE. HERE TURN RIGHT AND GO
 FC0610'SOUTHEASTERLY ON THE ACCESS ROAD ALONG THE INSIDE OF THE
 FC0610'RIGHT-OF-WAY FENCE FOR 0.1 OF A MILE TO A PAVED STREET, TURN LEFT AND
 FC0610'GO 0.05 OF A MILE NORTHEAST TO STATE ROUTE 60. HERE TURN RIGHT AND
 FC0610'GO SOUTHEAST ON STATE ROUTE 60 FOR 0.1 OF A MILE TO AN OILED ROAD
 FC0610'RIGHT, TURN RIGHT ON THIS OILED ROAD AND GO SOUTHWESTERLY FOR
 FC0610'0.1 OF A MILE TO A GRAVELED T CROSSROAD. HERE TURN LEFT ON THE
 FC0610'GRAVELED ROAD AND GO SOUTHEASTERLY FOR 0.15 OF A MILE TO A GRAVELED
 FC0610'T CROSSROAD AND THE MARK IN ROCK OUTCROP.
 FC0610'
 FC0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES
 FC0610'NORTHWEST OF CLEVELAND.
 FC0610
 FC0610                          STATION RECOVERY (1968)
 FC0610
 FC0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0610'2 MI NW FROM CLEVELAND.
 FC0610'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC0610'IS AT THE CLEVE 1961 TRAVERSE STATION SITE ON THE PROPERTY OF
 FC0610'JAFCO, INC. ABOUT 2 MILES NORTHWEST OF DOWNTOWN CLEVELAND AND
 FC0610'ABOUT 0.15 OF A MILE SOUTHEAST OF THE STATE ROUTE 60 AND INTERSTATE
 FC0610'ROUTE 75 INTERCHANGE.  TO REACH THE MARK FROM THIS INTERCHANGE,
 FC0610'GO SOUTHEASTERLY ON STATE ROUTE 60 FOR 0.15 MILE TO A CROSSROAD,
 FC0610'AND LARGE MOTEL IN THE NORTHEAST ANGLE.  HERE TURN RIGHT ON AN
 FC0610'ACCESS ROAD AND GO NORTHWESTERLY UP A STEEP HILL FOR 0.1 MILE TO
 FC0610'A TRACK ROAD LEFT, KEEP LEFT ON THIS TRACK AND GRADED ROAD AND
 FC0610'GO NORTHWESTERLY FOR 0.1 OF A MILE TO THE TOP OF THE HILL AND THE
 FC0610'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 68.32 FEET NORTHWEST
 FC0610'OF REFERENCE MARK NO. 2, 51.66 FEET SOUTH OF REFERENCE MARK NO. 1,
 FC0610'46 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE GRADED
 FC0610'ROAD, 31 FEET NORTHWEST OF A 10-INCH BLACK OAK TREE, 21 FEET
 FC0610'NORTHEAST OF A 20-INCH CHESTNUT OAK TREE, AND 4.3 FEET
 FC0610'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0610'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 10-INCH,
 FC0610'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 FC0610'STAMPED CLEVE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1381 ***********************************************************************
 FB1381  DESIGNATION -  CLEVE
 FB1381  PID         -  FB1381
 FB1381  STATE/COUNTY-  TN/COCKE
 FB1381  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1381
 FB1381                         *CURRENT SURVEY CONTROL
 FB1381  ___________________________________________________________________
 FB1381* NAD 83(1995)-  35 58 10.00378(N)    083 15 41.76306(W)     ADJUSTED  
 FB1381* NAVD 88     -       404.006  (meters)    1325.48   (feet)  ADJUSTED  
 FB1381  ___________________________________________________________________
 FB1381  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FB1381  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1381  DYNAMIC HT  -         403.627 (meters)    1324.23  (feet)  COMP
 FB1381  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1381
 FB1381  HORZ ORDER  -  SECOND
 FB1381  VERT ORDER  -  SECOND    CLASS 0
 FB1381
 FB1381.The horizontal coordinates were established by classical geodetic methods
 FB1381.and adjusted by the National Geodetic Survey in April 1999..
 FB1381
 FB1381.The orthometric height was determined by differential leveling
 FB1381.and adjusted by the National Geodetic Survey in June 1991..
 FB1381
 FB1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1381
 FB1381.The geoid height was determined by GEOID03.
 FB1381
 FB1381.The dynamic height is computed by dividing the NAVD 88
 FB1381.geopotential number by the normal gravity value computed on the
 FB1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1381.degrees latitude (g = 980.6199 gals.).
 FB1381
 FB1381.The modeled gravity was interpolated from observed gravity values.
 FB1381
 FB1381;                    North         East     Units Scale Factor Converg.
 FB1381;SPC TN       -   184,980.513   846,955.088   MT  0.99995118   +1 36 11.4
 FB1381;SPC TN       -   606,890.23  2,778,718.48   sFT  0.99995118   +1 36 11.4
 FB1381;UTM  17      - 3,982,924.194   296,072.132   MT  1.00011245   -1 19 43.7
 FB1381
 FB1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1381!SPC TN       -   0.99994143  x   0.99995118  =   0.99989261
 FB1381!UTM  17      -   0.99994143  x   1.00011245  =   1.00005387
 FB1381
 FB1381|---------------------------------------------------------------------|
 FB1381| PID    Reference Object                     Distance      Geod. Az  |
 FB1381|                                                           dddmmss.s |
 FB1381| FB1380 CLEVE RM 1                            8.418 METERS 07854     |
 FB1381| CZ4757 CLEVE AZ MK                                        0922139.2 |
 FB1381| FB1382 CLEVE RM 2                            9.161 METERS 26216     |
 FB1381|---------------------------------------------------------------------|
 FB1381
 FB1381                          SUPERSEDED SURVEY CONTROL
 FB1381
 FB1381  NAD 83(1995)-  35 58 10.00914(N)    083 15 41.76680(W) AD(       ) 2
 FB1381  NAD 83(1986)-  35 58 10.01398(N)    083 15 41.76596(W) AD(       ) 2
 FB1381  NAD 27      -  35 58 09.66960(N)    083 15 42.18610(W) AD(       ) 2
 FB1381  NGVD 29 (??/??/92)  404.166  (m)         1326.00   (f) ADJ UNCH    2 0
 FB1381
 FB1381.Superseded values are not recommended for survey control.
 FB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1381.See file dsdata.txt to determine how the superseded data were derived.
 FB1381
 FB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9607282924(NAD 83)
 FB1381_MARKER: DE = TRAVERSE STATION DISK
 FB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1381_STAMPING: CLEVE 1961
 FB1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1381+STABILITY: SURFACE MOTION
 FB1381
 FB1381  HISTORY     - Date     Condition        Report By
 FB1381  HISTORY     - 1961     MONUMENTED       CGS
 FB1381  HISTORY     - 1961     GOOD             CGS
 FB1381
 FB1381                          STATION DESCRIPTION
 FB1381
 FB1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB1381'THE STATION IS LOCATED ABOUT 4 MILES WEST OF NEWPORT AT THE JUNCTION
 FB1381'OF THE INTERSTATE HIGHWAY AND U. S. HIGHWAY 70.
 FB1381'
 FB1381'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND U. S.
 FB1381'HIGHWAY 411, ABOUT 4 MILES WEST OF NEWPORT, GO EAST ON U. S.
 FB1381'HIGHWAY 70 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 FB1381'
 FB1381'STATION MARK IS 35 FEET NORTH OF A HIGHWAY CUT, 2.5 FEET SOUTHWEST OF
 FB1381'A WITNESS SIGN AND 1.6 FEET SOUTH OF A WIRE FENCE. THE MARK IS
 FB1381'A STANDARD TRAVERSE DISK, FLUSH AND IS STAMPED CLEVE 1961.
 FB1381'
 FB1381'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF A HIGHWAY CUT AND 1 FOOT
 FB1381'SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD DISK, FLUSH AND IS
 FB1381'STAMPED CLEVE NO 1 1961.
 FB1381'
 FB1381'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF A HIGHWAY CUT AND 1 FOOT
 FB1381'SOUTH OF A WIRE FENCE. THE MARK IS A STANDARD DISK, FLUSH AND IS
 FB1381'STAMPED CLEVE NO 2 1961.
 FB1381'
 FB1381'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLL IN THE EAST
 FB1381'END ON THE SOUTH SIDE OF A BRIDGE IN THE SIDE WALK, FLUSH AND
 FB1381'IS STAMPED CLEVE 1961.
 FB1381'
 FB1381'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U. S. HIGHWAY
 FB1381'70 FOR 0.55 MILE TO AN ACCESS ROAD TO THE INTERSTATE
 FB1381'HIGHWAY, TURN RIGHT, ON ACCESS ROAD AND GO 0.15 MILE TO A CONCRETE
 FB1381'BRIDGE ON THE LEFT AND AZIMUTH MARK.
 FB1381'
 FB1381'HEIGHT OF LIGHT ABOVE STATION MARK 1.78 METERS.
 FB1381
 FB1381                          STATION RECOVERY (1961)
 FB1381
 FB1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB1381'5 MI W FROM NEWPORT.
 FB1381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70, AND
 FB1381'U.S. HIGHWAY 411, ABOUT 5 MILES WEST OF NEWPORT, GO EAST ON U.S.
 FB1381'HIGHWAY 70 FOR 0.1 MILE TO THE STATION ON THE LEFT ON THE CREST
 FB1381'OF A CUT.  THE STATION MARK IS 35 FT. NORTH OF THE HIGHWAY CUT,
 FB1381'2.5 FT. SOUTHWEST OF A WITNESS SIGN, AND 1.6 FT. SOUTH OF A WIRE
 FB1381'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB1381'THE GROUND AND IS ABOUT 40 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0611 ***********************************************************************
 FC0611  DESIGNATION -  CLEVE RM 1
 FC0611  PID         -  FC0611
 FC0611  STATE/COUNTY-  TN/BRADLEY
 FC0611  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0611
 FC0611                         *CURRENT SURVEY CONTROL
 FC0611  ___________________________________________________________________
 FC0611* NAD 83(1986)-  35 11 28.     (N)    084 53 16.     (W)     SCALED    
 FC0611* NAVD 88     -       301.860  (meters)     990.35   (feet)  ADJUSTED  
 FC0611  ___________________________________________________________________
 FC0611  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0611  DYNAMIC HT  -         301.563 (meters)     989.38  (feet)  COMP
 FC0611  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FC0611
 FC0611  VERT ORDER  -  SECOND    CLASS 0
 FC0611
 FC0611.The horizontal coordinates were scaled from a topographic map and have
 FC0611.an estimated accuracy of +/- 6 seconds.
 FC0611
 FC0611.The orthometric height was determined by differential leveling
 FC0611.and adjusted by the National Geodetic Survey in June 1991..
 FC0611
 FC0611.The geoid height was determined by GEOID03.
 FC0611
 FC0611.The dynamic height is computed by dividing the NAVD 88
 FC0611.geopotential number by the normal gravity value computed on the
 FC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0611.degrees latitude (g = 980.6199 gals.).
 FC0611
 FC0611.The modeled gravity was interpolated from observed gravity values.
 FC0611
 FC0611;                    North         East    Units  Estimated Accuracy
 FC0611;SPC TN       -    95,750.      701,300.      MT  (+/- 180 meters Scaled)
 FC0611
 FC0611                          SUPERSEDED SURVEY CONTROL
 FC0611
 FC0611  NGVD 29 (??/??/92)  301.886  (m)          990.44   (f) ADJ UNCH    2 0
 FC0611
 FC0611.Superseded values are not recommended for survey control.
 FC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0611.See file dsdata.txt to determine how the superseded data were derived.
 FC0611
 FC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923962(NAD 83)
 FC0611_MARKER: DR = REFERENCE MARK DISK
 FC0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0611_STAMPING: CLEVE NO 1 1961
 FC0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0611+STABILITY: SURFACE MOTION
 FC0611
 FC0611  HISTORY     - Date     Condition        Report By
 FC0611  HISTORY     - 1961     MONUMENTED       CGS
 FC0611  HISTORY     - 1968     GOOD             NGS
 FC0611
 FC0611                          STATION DESCRIPTION
 FC0611
 FC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0611'2 MI NW FROM CLEVELAND.
 FC0611'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 FC0611'LOCATED AT THE CLEVE 1961 TRAVERSE STATION SITE, ON THE SOUTH
 FC0611'SLOPE OF THE HILL ABOUT 3.5 FEET ABOVE THE ELEVATION OF THE
 FC0611'STATION, 88 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FC0611'GRADED ROAD, 51.66 FEET NORTH OF THE STATION MARK, 21 FEET
 FC0611'SOUTHEAST OF A 20-INCH WHITE OAK TREE, AND 0.9 OF A FOOT
 FC0611'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0611'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0611'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FC0611'CLEVE NO 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1380 ***********************************************************************
 FB1380  DESIGNATION -  CLEVE RM 1
 FB1380  PID         -  FB1380
 FB1380  STATE/COUNTY-  TN/COCKE
 FB1380  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1380
 FB1380                         *CURRENT SURVEY CONTROL
 FB1380  ___________________________________________________________________
 FB1380* NAD 83(1986)-  35 58 09.     (N)    083 15 42.     (W)     SCALED    
 FB1380* NAVD 88     -       404.004  (meters)    1325.47   (feet)  ADJUSTED  
 FB1380  ___________________________________________________________________
 FB1380  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1380  DYNAMIC HT  -         403.624 (meters)    1324.22  (feet)  COMP
 FB1380  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1380
 FB1380  VERT ORDER  -  SECOND    CLASS 0
 FB1380
 FB1380.The horizontal coordinates were scaled from a topographic map and have
 FB1380.an estimated accuracy of +/- 6 seconds.
 FB1380
 FB1380.The orthometric height was determined by differential leveling
 FB1380.and adjusted by the National Geodetic Survey in June 1991..
 FB1380
 FB1380.The geoid height was determined by GEOID03.
 FB1380
 FB1380.The dynamic height is computed by dividing the NAVD 88
 FB1380.geopotential number by the normal gravity value computed on the
 FB1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1380.degrees latitude (g = 980.6199 gals.).
 FB1380
 FB1380.The modeled gravity was interpolated from observed gravity values.
 FB1380
 FB1380;                    North         East    Units  Estimated Accuracy
 FB1380;SPC TN       -   184,950.      846,950.      MT  (+/- 180 meters Scaled)
 FB1380
 FB1380                          SUPERSEDED SURVEY CONTROL
 FB1380
 FB1380  NGVD 29 (??/??/92)  404.164  (m)         1325.99   (f) ADJ UNCH    2 0
 FB1380
 FB1380.Superseded values are not recommended for survey control.
 FB1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1380.See file dsdata.txt to determine how the superseded data were derived.
 FB1380
 FB1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV960828(NAD 83)
 FB1380_MARKER: DR = REFERENCE MARK DISK
 FB1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1380_STAMPING: CLEVE NO 1 1961
 FB1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1380+STABILITY: SURFACE MOTION
 FB1380
 FB1380  HISTORY     - Date     Condition        Report By
 FB1380  HISTORY     - 1961     MONUMENTED       CGS
 FB1380
 FB1380                          STATION DESCRIPTION
 FB1380
 FB1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1380'5 MI W FROM NEWPORT.
 FB1380'THIS MARK IS LOCATED AT THE CLEVE 1961 STATION SITE, 27.6 FT.
 FB1380'EAST OF THE STATION MARK, 37 FT. NORTH OF A HIGHWAY CUT, AND
 FB1380'1 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FB1380'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0609 ***********************************************************************
 FC0609  DESIGNATION -  CLEVE RM 2
 FC0609  PID         -  FC0609
 FC0609  STATE/COUNTY-  TN/BRADLEY
 FC0609  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0609
 FC0609                         *CURRENT SURVEY CONTROL
 FC0609  ___________________________________________________________________
 FC0609* NAD 83(1986)-  35 11 28.     (N)    084 53 16.     (W)     SCALED    
 FC0609* NAVD 88     -       300.492  (meters)     985.86   (feet)  ADJUSTED  
 FC0609  ___________________________________________________________________
 FC0609  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0609  DYNAMIC HT  -         300.196 (meters)     984.89  (feet)  COMP
 FC0609  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FC0609
 FC0609  VERT ORDER  -  SECOND    CLASS 0
 FC0609
 FC0609.The horizontal coordinates were scaled from a topographic map and have
 FC0609.an estimated accuracy of +/- 6 seconds.
 FC0609
 FC0609.The orthometric height was determined by differential leveling
 FC0609.and adjusted by the National Geodetic Survey in June 1991..
 FC0609
 FC0609.The geoid height was determined by GEOID03.
 FC0609
 FC0609.The dynamic height is computed by dividing the NAVD 88
 FC0609.geopotential number by the normal gravity value computed on the
 FC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0609.degrees latitude (g = 980.6199 gals.).
 FC0609
 FC0609.The modeled gravity was interpolated from observed gravity values.
 FC0609
 FC0609;                    North         East    Units  Estimated Accuracy
 FC0609;SPC TN       -    95,750.      701,300.      MT  (+/- 180 meters Scaled)
 FC0609
 FC0609                          SUPERSEDED SURVEY CONTROL
 FC0609
 FC0609  NGVD 29 (??/??/92)  300.518  (m)          985.95   (f) ADJ UNCH    2 0
 FC0609
 FC0609.Superseded values are not recommended for survey control.
 FC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0609.See file dsdata.txt to determine how the superseded data were derived.
 FC0609
 FC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923962(NAD 83)
 FC0609_MARKER: DR = REFERENCE MARK DISK
 FC0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0609_STAMPING: CLEVE NO 2 1961
 FC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0609+STABILITY: SURFACE MOTION
 FC0609
 FC0609  HISTORY     - Date     Condition        Report By
 FC0609  HISTORY     - 1961     MONUMENTED       CGS
 FC0609  HISTORY     - 1968     GOOD             NGS
 FC0609
 FC0609                          STATION DESCRIPTION
 FC0609
 FC0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0609'2 MI NW FROM CLEVELAND.
 FC0609'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 FC0609'LOCATED AT THE CLEVE 1961 TRAVERSE STATION SITE, ON THE SOUTHEAST
 FC0609'SLOPE OF THE HILL ABOUT 1 FOOT BELOW THE ELEVATION OF THE
 FC0609'STATION, 68.32 FEET SOUTHEAST OF THE STATION MARK, 15 FEET SOUTH
 FC0609'OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 10 FEET EAST-NORTHEAST
 FC0609'OF A 14-INCH WHITE OAK TREE, AND 0.9 OF A FOOT WEST-NORTHWEST OF
 FC0609'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 FC0609'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC0609'PROJECTS 3 INCHES AND THE DISK IS STAMPED CLEVE NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1382 ***********************************************************************
 FB1382  DESIGNATION -  CLEVE RM 2
 FB1382  PID         -  FB1382
 FB1382  STATE/COUNTY-  TN/COCKE
 FB1382  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1382
 FB1382                         *CURRENT SURVEY CONTROL
 FB1382  ___________________________________________________________________
 FB1382* NAD 83(1986)-  35 58 09.     (N)    083 15 42.     (W)     SCALED    
 FB1382* NAVD 88     -       403.944  (meters)    1325.27   (feet)  ADJUSTED  
 FB1382  ___________________________________________________________________
 FB1382  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1382  DYNAMIC HT  -         403.564 (meters)    1324.03  (feet)  COMP
 FB1382  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1382
 FB1382  VERT ORDER  -  SECOND    CLASS 0
 FB1382
 FB1382.The horizontal coordinates were scaled from a topographic map and have
 FB1382.an estimated accuracy of +/- 6 seconds.
 FB1382
 FB1382.The orthometric height was determined by differential leveling
 FB1382.and adjusted by the National Geodetic Survey in June 1991..
 FB1382
 FB1382.The geoid height was determined by GEOID03.
 FB1382
 FB1382.The dynamic height is computed by dividing the NAVD 88
 FB1382.geopotential number by the normal gravity value computed on the
 FB1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1382.degrees latitude (g = 980.6199 gals.).
 FB1382
 FB1382.The modeled gravity was interpolated from observed gravity values.
 FB1382
 FB1382;                    North         East    Units  Estimated Accuracy
 FB1382;SPC TN       -   184,950.      846,950.      MT  (+/- 180 meters Scaled)
 FB1382
 FB1382                          SUPERSEDED SURVEY CONTROL
 FB1382
 FB1382  NGVD 29 (??/??/92)  404.104  (m)         1325.80   (f) ADJ UNCH    2 0
 FB1382
 FB1382.Superseded values are not recommended for survey control.
 FB1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1382.See file dsdata.txt to determine how the superseded data were derived.
 FB1382
 FB1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV960828(NAD 83)
 FB1382_MARKER: DR = REFERENCE MARK DISK
 FB1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1382_SP_SET: SQUARE CONCRETE MONUMENT
 FB1382_STAMPING: CLEVE NO 2 1961
 FB1382_MARK LOGO: CGS   
 FB1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1382+STABILITY: SURFACE MOTION
 FB1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1382+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 FB1382
 FB1382  HISTORY     - Date     Condition        Report By
 FB1382  HISTORY     - 1961     MONUMENTED       CGS
 FB1382  HISTORY     - 19881104 GOOD             TNDT
 FB1382
 FB1382                          STATION DESCRIPTION
 FB1382
 FB1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1382'5 MI W FROM NEWPORT.
 FB1382'THIS MARK IS LOCATED AT THE CLEVE 1961 STATION SITE, 30 FT. WEST
 FB1382'OF THE STATION MARK, 37 FT. NORTH OF A HIGHWAY CUT AND 1 FT.
 FB1382'SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FB1382'POST FLUSH WITH THE GROUND.
 FB1382
 FB1382                          STATION RECOVERY (1988)
 FB1382
 FB1382'RECOVERY NOTE BY TN DEPT OF TRANSP 1988
 FB1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0463 ***********************************************************************
 FC0463  DESIGNATION -  CLEVELAND
 FC0463  PID         -  FC0463
 FC0463  STATE/COUNTY-  TN/BRADLEY
 FC0463  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0463
 FC0463                         *CURRENT SURVEY CONTROL
 FC0463  ___________________________________________________________________
 FC0463* NAD 83(1995)-  35 09 07.60963(N)    084 53 03.45603(W)     ADJUSTED  
 FC0463* NAVD 88     -       301.633  (meters)     989.61   (feet)  ADJUSTED  
 FC0463  ___________________________________________________________________
 FC0463  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FC0463  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0463  DYNAMIC HT  -         301.335 (meters)     988.63  (feet)  COMP
 FC0463  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC0463
 FC0463  HORZ ORDER  -  THIRD
 FC0463  VERT ORDER  -  FIRST     CLASS I
 FC0463
 FC0463.The horizontal coordinates were established by classical geodetic methods
 FC0463.and adjusted by the National Geodetic Survey in April 1999..
 FC0463
 FC0463.The orthometric height was determined by differential leveling
 FC0463.and adjusted by the National Geodetic Survey in June 1991..
 FC0463
 FC0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0463
 FC0463.The geoid height was determined by GEOID03.
 FC0463
 FC0463.The dynamic height is computed by dividing the NAVD 88
 FC0463.geopotential number by the normal gravity value computed on the
 FC0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0463.degrees latitude (g = 980.6199 gals.).
 FC0463
 FC0463.The modeled gravity was interpolated from observed gravity values.
 FC0463
 FC0463;                    North         East     Units Scale Factor Converg.
 FC0463;SPC TN       -    91,424.016   701,661.675   MT  1.00001872   +0 39 11.4
 FC0463;SPC TN       -   299,946.96  2,302,035.01   sFT  1.00001872   +0 39 11.4
 FC0463;UTM  16      - 3,891,961.279   692,718.657   MT  1.00005774   +1 13 06.6
 FC0463
 FC0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0463!SPC TN       -   0.99995737  x   1.00001872  =   0.99997609
 FC0463!UTM  16      -   0.99995737  x   1.00005774  =   1.00001511
 FC0463
 FC0463:                Primary Azimuth Mark                     Grid Az
 FC0463:SPC TN       -  CLEVELAND AZ MK                          018 56 40.2
 FC0463:UTM  16      -  CLEVELAND AZ MK                          018 22 45.0
 FC0463
 FC0463|---------------------------------------------------------------------|
 FC0463| PID    Reference Object                     Distance      Geod. Az  |
 FC0463|                                                           dddmmss.s |
 FC0463| CZ4759 CLEVELAND AZ MK                                    0193551.6 |
 FC0463| FC0462 CLEVELAND RM 1                       18.434 METERS 11732     |
 FC0463| FC0464 CLEVELAND RM 2                       21.840 METERS 21900     |
 FC0463| FC1841 BUNCOMBE                            APPROX.12.7 KM 2683401.6 |
 FC0463|---------------------------------------------------------------------|
 FC0463
 FC0463                          SUPERSEDED SURVEY CONTROL
 FC0463
 FC0463  NAD 83(1995)-  35 09 07.60963(N)    084 53 03.45602(W) AD(       ) 3
 FC0463  NAD 83(1995)-  35 09 07.61167(N)    084 53 03.45901(W) AD(       ) 3
 FC0463  NAD 83(1995)-  35 09 07.61167(N)    084 53 03.45901(W) AD(       ) 3
 FC0463  NAD 83(1986)-  35 09 07.61309(N)    084 53 03.44978(W) AD(       ) 3
 FC0463  NAD 27      -  35 09 07.34400(N)    084 53 03.64300(W) AD(       ) 3
 FC0463  NGVD 29 (07/19/86)  301.64   (m)          989.6    (f) LEVELING    3  
 FC0463
 FC0463.Superseded values are not recommended for survey control.
 FC0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0463.See file dsdata.txt to determine how the superseded data were derived.
 FC0463
 FC0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9271991961(NAD 83)
 FC0463_MARKER: DS = TRIANGULATION STATION DISK
 FC0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0463_STAMPING: CLEVELAND 1934
 FC0463_MARK LOGO: CGS   
 FC0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0463+STABILITY: SURFACE MOTION
 FC0463
 FC0463  HISTORY     - Date     Condition        Report By
 FC0463  HISTORY     - 1934     MONUMENTED       CGS
 FC0463  HISTORY     - 1937     SEE DESCRIPTION  LOCENG
 FC0463  HISTORY     - 1949     GOOD             TVA
 FC0463  HISTORY     - 1968     GOOD             CGS
 FC0463  HISTORY     - 1968     GOOD             NGS
 FC0463  HISTORY     - 1973     GOOD             NGS
 FC0463  HISTORY     - 1973     GOOD             NGS
 FC0463  HISTORY     - 1983     GOOD             NGS
 FC0463
 FC0463                          STATION DESCRIPTION
 FC0463
 FC0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC0463'ABOUT 0.5 MILE SOUTHWEST OF CLEVELAND, ON HIGHEST POINT OF FORT HILL
 FC0463'CEMETERY, 13.7 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF SHIELDS
 FC0463'VAULT, 7.8 FEET EAST OF ROAD IN FRONT OF VAULT, 3.6 FEET SOUTHEAST
 FC0463'OF SOUTH SIDE OF JOSEPH P. DICKEY HEADSTONE, AND IN WALKWAY BETWEEN
 FC0463'SHIELDS AND DICKEYS PLOTS.  SURFACE AND UNDERGROUND MARKS ARE
 FC0463'STANDARD STATION DISK IN CONCRETE.  UPPER MARK IS
 FC0463'FLUSH WITH GROUND.  REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK
 FC0463'IN CONCRETE, 7 FEET EAST OF CENTER LINE OF ROAD BEHIND
 FC0463'SHIELDS VAULT, 6.7 FEET NORTH-NORTHWEST OF NORTH SIDE OF MOORES
 FC0463'HEADSTONE, 2.5 FEET SOUTH OF SOUTHWEST CORNER OF COPING SURROUNDING
 FC0463'HENDERSONS LOT, AND 60.48 FEET FROM STATION S 62 DEG 31 MIN E.
 FC0463'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 FC0463'55.9 FEET SOUTH OF SOUTHWEST CORNER OF SHIELDS VAULT,
 FC0463'21.4 FEET EAST OF SOUTHEAST EDGE OF MILLS HEADSTONE, 6.5 FEET WEST OF
 FC0463'CENTER LINE OF ROAD, 2 FEET SOUTH OF SOUTHEAST CORNER OF MILLS
 FC0463'LOT, AND 71.60 FEET FROM STATION S 39 DEG 00 MIN E.
 FC0463'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 102.70 FEET.
 FC0463'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE SIDEWALK AT
 FC0463'NORTHWEST CORNER OF THIRTY-SECOND STREET AND YOUNG AVENUE, 38.48 FEET
 FC0463'NORTH OF INTERSECTION OF TWO STREETS, 34.10 FEET NORTHEAST OF CENTER
 FC0463'LINE OF THIRTY-SECOND STREET, 14.60 FEET NORTHWEST OF CENTER LINE OF
 FC0463'YOUNG AVENUE, 1 FOOT NORTHWEST OF EDGE OF SIDEWALK, AND ABOUT
 FC0463'0.7 MILE FROM STATION N 19 DEG 36 MIN E.
 FC0463'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION TO POINTS IN
 FC0463'CLEVELAND- COURTHOUSE, TOP OF DOME, ROD, 0.7 MILE, N 40 DEG 54 MIN E.
 FC0463'HARDWICK MILLS, RED BRICK STACK, 0.5 MILE N 58 DEG 03 MIN E.
 FC0463'AND CLEVELAND CHAIR CO., LONE ALUMINUM STACK, 0.5 MILE
 FC0463'S 87 DEG 19 MIN E.
 FC0463
 FC0463                          STATION RECOVERY (1937)
 FC0463
 FC0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (TLJ)
 FC0463'LETTER OF MR. T.L. JOHNSTON, 910 HOLLY STREET, CHATTANOOGA, TENNESSEE
 FC0463'2/1/37-
 FC0463'
 FC0463'DUE TO CONSTRUCTION OF A GAS-AND-OIL SERVICE STATION ON THE LOT AT
 FC0463'THE NW CORNER OF THE INTERSECTION OF YOUNG AVENUE AND 32ND STREET,
 FC0463'CLEVELAND, TENNESSEE, IT WAS NECESSARY TO REMOVE THE AZIMUTH MARK.
 FC0463'
 FC0463'MARK RECEIVED IN WASHINGTON OFFICE STAMPED CLEVELAND AZIMUTH 1934.
 FC0463
 FC0463                          STATION RECOVERY (1949)
 FC0463
 FC0463'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WPM)
 FC0463'STATION WAS RECOVERED IN GOOD CONDITION.  STATION DISK IS STAMPED
 FC0463'CLEVELAND 1934.
 FC0463'
 FC0463'REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION BUT THE AZIMUTH MARK
 FC0463'HAS BEEN DESTROYED.
 FC0463
 FC0463                          STATION RECOVERY (1968)
 FC0463
 FC0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 FC0463'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 FC0463'AS DESCRIBED.
 FC0463
 FC0463                          STATION RECOVERY (1968)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0463'AT CLEVELAND.
 FC0463'AT CLEVELAND, ON ABOUT THE HIGHEST POINT OF FORT HILL CEMETERY,
 FC0463'14.7 FEET NORTH OF THE NORTH CORNER OF SHIELDS VAULT, 6 1/2 FEET
 FC0463'SOUTHEAST OF THE CENTER LINE OF A GRAVELED DRIVE, 3.6 FEET
 FC0463'SOUTHWEST OF THE WEST CORNER OF THE JOSEPH B. DICKEY MONUMENT,
 FC0463'1 FOOT ABOVE THE LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE
 FC0463'POST FLUSH WITH THE SURFACE OF THE GROUND.
 FC0463
 FC0463                          STATION RECOVERY (1973)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 FC0463'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 FC0463'BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AS WAS
 FC0463'NOTED IN THE 1949 RECOVERY.  THE DISTANCE TO R. M. 1 CHECKED.  THE
 FC0463'DISTANCE TO R. M. 2 WAS FOUND TO BE GREATER BY 0.08 FEET.  THE
 FC0463'DISTANCE FROM R. M. 1 TO R. M. 2 WAS FOUND TO BE SHORTER BY .115
 FC0463'FEET.  MOST OF THE INTERSECTION POINTS ORIGINALLY OBSERVED OFF
 FC0463'THIS STATION ARE NOW OBSCURED BY TREES.
 FC0463'
 FC0463'SOME OF THE LENGTHS IN THE ORIGINAL DESCRIPTION WERE FOUND TO BE IN
 FC0463'ERROR.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FC0463'
 FC0463'TO REACH FROM THE POST OFFICE IN CLEVELAND, GO SOUTHEAST ON BROAD
 FC0463'STREET WHICH CHANGES TO OCOEE STREET SOUTHWEST FOR 0.7 MILE TO 12TH
 FC0463'STREET SOUTHWEST ON THE RIGHT.  TURN RIGHT AND GO WEST-NORTHWEST ON
 FC0463'12TH STREET SOUTHWEST FOR 0.2 MILE THRU THE FORT HILL CEMETERY TO
 FC0463'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO SHIELDS
 FC0463'VAULT ON THE LEFT AND THE STATION AS DESCRIBED.
 FC0463'
 FC0463'STATION MARK, A STANDARD DISK STAMPED, CLEVELAND 1934, IS SET IN THE
 FC0463'TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 FC0463'THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 FC0463'IRREGULAR MASS OF CONCRETE AN UNKNOWN DISTANCE BELOW THE GROUND
 FC0463'SURFACE.  IT IS 14.2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 FC0463'OF SHIELDS VAULT, 7.5 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 FC0463'ROAD, AND 4.2 FEET SOUTHWEST OF THE HEADSTONE OF JOSEPH B. DICKEY.
 FC0463'
 FC0463'REFERENCE MARK 1, A STANDARD DISK STAMPED, CLEVELAND NO 1 1934, IS
 FC0463'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FC0463'1-INCH BELOW THE GROUND SURFACE.  IT IS 6.8 FEET NORTHEAST OF THE
 FC0463'MOORE HEADSTONE, 6.6 FEET EAST-SOUTHEAST OF THE CENTER OF A
 FC0463'GRAVELED ROAD, AND 2.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FC0463'OF HENDERSONS BURIAL PLOT.
 FC0463'
 FC0463'REFERENCE MARK 2, A STANDARD DISK STAMPED, CLEVELAND NO 2 1934, IS
 FC0463'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 5 INCHES BELOW
 FC0463'THE GROUND SURFACE.  IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST
 FC0463'CORNER OF SHIELDS VAULT, 11.3 FEET SOUTHEAST OF THE HOWARD MILL
 FC0463'HEADSTONE, AND 7.0 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 FC0463'ROAD.
 FC0463'
 FC0463'REFERENCE MARK 2 WAS USED FOR GEOCEIVER STATION T1006.
 FC0463'
 FC0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE SOUTHWEST
 FC0463'OF CLEVELAND.
 FC0463
 FC0463                          STATION RECOVERY (1973)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FC0463'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED
 FC0463'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND WAS
 FC0463'REPORTED AS BEING DESTROYED IN 1937.  THE STATION WAS OCCUPIED TO
 FC0463'VERIFY THE AZIMUTH TO REFERENCE MARK 2.  THE DISTANCE AND
 FC0463'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO THE
 FC0463'CLEVELAND CHAIR CO. STACK CHECKED WITHIN 20 SECONDS TO THE 1934
 FC0463'VALUE.  THIS VERIFIED THE STACKS.  THE 1973 RECOVERY NOTE IS GOOD.
 FC0463'
 FC0463'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0463'
 FC0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLEVELAND.
 FC0463
 FC0463                          STATION RECOVERY (1983)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1795 ***********************************************************************
 FC1795  DESIGNATION -  CLEVELAND ATT MAIN MICROWAVE
 FC1795  PID         -  FC1795
 FC1795  STATE/COUNTY-  TN/BRADLEY
 FC1795  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1795
 FC1795                         *CURRENT SURVEY CONTROL
 FC1795  ___________________________________________________________________
 FC1795* NAD 83(1995)-  35 12 41.36649(N)    084 49 26.81523(W)     ADJUSTED  
 FC1795* NAVD 88     -                                                        
 FC1795  ___________________________________________________________________
 FC1795  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FC1795  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC1795
 FC1795  HORZ ORDER  -  THIRD
 FC1795
 FC1795.The horizontal coordinates were established by classical geodetic methods
 FC1795.and adjusted by the National Geodetic Survey in April 1999..
 FC1795
 FC1795
 FC1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1795
 FC1795.The geoid height was determined by GEOID03.
 FC1795
 FC1795;                    North         East     Units Scale Factor Converg.
 FC1795;SPC TN       -    98,075.327   707,065.607   MT  1.00000702   +0 41 18.3
 FC1795;SPC TN       -   321,768.80  2,319,764.41   sFT  1.00000702   +0 41 18.3
 FC1795;UTM  16      - 3,898,666.030   698,056.936   MT  1.00008345   +1 15 18.1
 FC1795
 FC1795                          SUPERSEDED SURVEY CONTROL
 FC1795
 FC1795  NAD 83(1995)-  35 12 41.36876(N)    084 49 26.81561(W) AD(       ) 4
 FC1795  NAD 83(1995)-  35 12 41.36782(N)    084 49 26.81617(W) AD(       ) 4
 FC1795  NAD 83(1995)-  35 12 41.36825(N)    084 49 26.81490(W) AD(       ) 4
 FC1795  NAD 83(1986)-  35 12 41.37089(N)    084 49 26.81227(W) AD(       ) 4
 FC1795  NAD 27      -  35 12 41.11000(N)    084 49 27.02300(W) AD(       ) 3
 FC1795
 FC1795.Superseded values are not recommended for survey control.
 FC1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1795.See file dsdata.txt to determine how the superseded data were derived.
 FC1795
 FC1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9805798666(NAD 83)
 FC1795_MARKER: 45 = MICROWAVE TOWER
 FC1795
 FC1795  HISTORY     - Date     Condition        Report By
 FC1795  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1795
 FC1795                          STATION DESCRIPTION
 FC1795
 FC1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1795'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF CLEVELAND, 0.6 MILE
 FC1795'EAST OF HARDWICK FIELD, CLEVELANDS MUNICIPAL AIRPORT, AND ON THE
 FC1795'SUMMIT OF A HIGH RIDGE. IT IS A 4-LEGGED STEEL STRUCTURE PAINTED
 FC1795'ALTERNATE RED AND WHITE AND THE OVER-ALL HEIGHT IS ABOUT 50 FEET.
 FC1795'IT HAS FOUR REFLECTORS ON THE TOP. THE POINT INTERSECTED WAS THE RED
 FC1795'LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0383 ***********************************************************************
 FC0383  DESIGNATION -  CLEVELAND BM
 FC0383  PID         -  FC0383
 FC0383  STATE/COUNTY-  TN/BRADLEY
 FC0383  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0383
 FC0383                         *CURRENT SURVEY CONTROL
 FC0383  ___________________________________________________________________
 FC0383* NAD 83(1986)-  35 09 59.     (N)    084 50 21.     (W)     SCALED    
 FC0383* NAVD 88     -       276.085  (meters)     905.79   (feet)  ADJUSTED  
 FC0383  ___________________________________________________________________
 FC0383  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0383  DYNAMIC HT  -         275.813 (meters)     904.90  (feet)  COMP
 FC0383  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 FC0383
 FC0383  VERT ORDER  -  FIRST     CLASS I
 FC0383
 FC0383.The horizontal coordinates were scaled from a topographic map and have
 FC0383.an estimated accuracy of +/- 6 seconds.
 FC0383
 FC0383.The orthometric height was determined by differential leveling
 FC0383.and adjusted by the National Geodetic Survey in June 1991..
 FC0383.WARNING-Repeat measurements at this control monument indicate possible
 FC0383.vertical movement.
 FC0383
 FC0383.The geoid height was determined by GEOID03.
 FC0383
 FC0383.The dynamic height is computed by dividing the NAVD 88
 FC0383.geopotential number by the normal gravity value computed on the
 FC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0383.degrees latitude (g = 980.6199 gals.).
 FC0383
 FC0383.The modeled gravity was interpolated from observed gravity values.
 FC0383
 FC0383;                    North         East    Units  Estimated Accuracy
 FC0383;SPC TN       -    93,060.      705,760.      MT  (+/- 180 meters Scaled)
 FC0383
 FC0383                          SUPERSEDED SURVEY CONTROL
 FC0383
 FC0383.No superseded survey control is available for this station.
 FC0383
 FC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD967936(NAD 83)
 FC0383_MARKER: DB = BENCH MARK DISK
 FC0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0383_SP_SET: CULVERT
 FC0383_STAMPING: CLEVELAND 1934
 FC0383_MARK LOGO: CGS   
 FC0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0383
 FC0383  HISTORY     - Date     Condition        Report By
 FC0383  HISTORY     - 1934     MONUMENTED       CGS
 FC0383  HISTORY     - 1968     GOOD             NGS
 FC0383  HISTORY     - 1983     GOOD             NGS
 FC0383
 FC0383                          STATION DESCRIPTION
 FC0383
 FC0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0383'2.2 MI NE FROM CLEVELAND.
 FC0383'ABOUT 2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0383'STATION AT CLEVELAND, ABOUT 0.4 MILE EAST OF MILEPOST 211, ON THE
 FC0383'OUTSIDE OF A LONG CURVE WITH TANGENTS TO THE WEST AND SOUTHEAST,
 FC0383'SET IN THE TOP AND ABOUT THE CENTER OF THE NORTHEAST HEAD WALL
 FC0383'OF A 4-FOOT STONE BOX CULVERT, 10.8 FEET NORTHEAST OF THE NORTHEAST
 FC0383'RAIL AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- NOT
 FC0383'TO BE CONFUSED WITH TRIANGULATION STA. CLEVELAND ON LINE 102.
 FC0383
 FC0383                          STATION RECOVERY (1983)
 FC0383
 FC0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9338 ***********************************************************************
 DG9338  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9338  DESIGNATION -  CLEVELAND COOP CORS ARP
 DG9338  CORS_ID     -  CUBC
 DG9338  PID         -  DG9338
 DG9338  STATE/COUNTY-  TN/BRADLEY
 DG9338  USGS QUAD   -  SOUTH CLEVELAND (1974)
 DG9338
 DG9338                         *CURRENT SURVEY CONTROL
 DG9338  ___________________________________________________________________
 DG9338* NAD 83(CORS)-  35 11 18.07831(N)    084 53 03.06210(W)     ADJUSTED  
 DG9338* NAVD 88     -                                                        
 DG9338  ___________________________________________________________________
 DG9338  EPOCH DATE  -        2002.00
 DG9338  X           -     465,339.023 (meters)                     COMP
 DG9338  Y           -  -5,197,816.221 (meters)                     COMP
 DG9338  Z           -   3,655,099.749 (meters)                     COMP
 DG9338  ELLIP HEIGHT-         234.48  (meters)          (03/??/05) GPS OBS
 DG9338  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DG9338
 DG9338  HORZ ORDER  -  SPECIAL (CORS)
 DG9338  ELLP ORDER  -  SPECIAL (CORS)
 DG9338
 DG9338.ITRF positions are available for this station.
 DG9338.The coordinates were established by GPS observations
 DG9338.and adjusted by the National Geodetic Survey in March 2005..
 DG9338.The coordinates are valid at the epoch date displayed above.
 DG9338.The epoch date for horizontal control is a decimal equivalence
 DG9338.of Year/Month/Day.
 DG9338
 DG9338
 DG9338.The PID for the CORS L1 Phase Center is DG9339.
 DG9338
 DG9338.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9338
 DG9338.The ellipsoidal height was determined by GPS observations
 DG9338.and is referenced to NAD 83.
 DG9338
 DG9338.The geoid height was determined by GEOID03.
 DG9338
 DG9338;                    North         East     Units Scale Factor Converg.
 DG9338;SPC TN       -    95,444.672   701,625.804   MT  1.00001145   +0 39 11.7
 DG9338;SPC TN       -   313,138.06  2,301,917.33   sFT  1.00001145   +0 39 11.7
 DG9338
 DG9338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9338!SPC TN       -   0.99996320  x   1.00001145  =   0.99997465
 DG9338
 DG9338                          SUPERSEDED SURVEY CONTROL
 DG9338
 DG9338.No superseded survey control is available for this station.
 DG9338
 DG9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9264395982(NAD 83)
 DG9338_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9338
 DG9338                          STATION DESCRIPTION
 DG9338
 DG9338'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9338'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9338'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9338'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9338'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9338'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9339 ***********************************************************************
 DG9339  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9339  DESIGNATION -  CLEVELAND COOP CORS L1 PHASE CENTER
 DG9339  CORS_ID     -  CUBC
 DG9339  PID         -  DG9339
 DG9339  STATE/COUNTY-  TN/BRADLEY
 DG9339  USGS QUAD   -  SOUTH CLEVELAND (1974)
 DG9339
 DG9339                         *CURRENT SURVEY CONTROL
 DG9339  ___________________________________________________________________
 DG9339* NAD 83(CORS)-  35 11 18.07839(N)    084 53 03.06205(W)     ADJUSTED  
 DG9339* NAVD 88     -                                                        
 DG9339  ___________________________________________________________________
 DG9339  EPOCH DATE  -        2002.00
 DG9339  X           -     465,339.031 (meters)                     COMP
 DG9339  Y           -  -5,197,816.301 (meters)                     COMP
 DG9339  Z           -   3,655,099.809 (meters)                     COMP
 DG9339  ELLIP HEIGHT-         234.58  (meters)          (03/??/05) GPS OBS
 DG9339  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DG9339
 DG9339  HORZ ORDER  -  SPECIAL (CORS)
 DG9339  ELLP ORDER  -  SPECIAL (CORS)
 DG9339
 DG9339.ITRF positions are available for this station.
 DG9339.The coordinates were established by GPS observations
 DG9339.and adjusted by the National Geodetic Survey in March 2005..
 DG9339.The coordinates are valid at the epoch date displayed above.
 DG9339.The epoch date for horizontal control is a decimal equivalence
 DG9339.of Year/Month/Day.
 DG9339
 DG9339
 DG9339.The PID for the CORS ARP is DG9338.
 DG9339
 DG9339.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9339
 DG9339.The ellipsoidal height was determined by GPS observations
 DG9339.and is referenced to NAD 83.
 DG9339
 DG9339.The geoid height was determined by GEOID03.
 DG9339
 DG9339;                    North         East     Units Scale Factor Converg.
 DG9339;SPC TN       -    95,444.675   701,625.805   MT  1.00001145   +0 39 11.7
 DG9339;SPC TN       -   313,138.07  2,301,917.33   sFT  1.00001145   +0 39 11.7
 DG9339
 DG9339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9339!SPC TN       -   0.99996318  x   1.00001145  =   0.99997463
 DG9339
 DG9339                          SUPERSEDED SURVEY CONTROL
 DG9339
 DG9339.No superseded survey control is available for this station.
 DG9339
 DG9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9264395982(NAD 83)
 DG9339_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9339
 DG9339                          STATION DESCRIPTION
 DG9339
 DG9339'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9339'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9339'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9339'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9339'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9339'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1797 ***********************************************************************
 FC1797  DESIGNATION -  CLEVELAND RADIO STA WBAC MAST
 FC1797  PID         -  FC1797
 FC1797  STATE/COUNTY-  TN/BRADLEY
 FC1797  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1797
 FC1797                         *CURRENT SURVEY CONTROL
 FC1797  ___________________________________________________________________
 FC1797* NAD 83(1995)-  35 10 28.46485(N)    084 52 41.81738(W)     ADJUSTED  
 FC1797* NAVD 88     -                                                        
 FC1797  ___________________________________________________________________
 FC1797  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FC1797  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC1797
 FC1797  HORZ ORDER  -  THIRD
 FC1797
 FC1797.The horizontal coordinates were established by classical geodetic methods
 FC1797.and adjusted by the National Geodetic Survey in April 1999..
 FC1797
 FC1797
 FC1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1797
 FC1797.The geoid height was determined by GEOID03.
 FC1797
 FC1797;                    North         East     Units Scale Factor Converg.
 FC1797;SPC TN       -    93,921.922   702,180.781   MT  1.00001417   +0 39 24.1
 FC1797;SPC TN       -   308,142.17  2,303,738.11   sFT  1.00001417   +0 39 24.1
 FC1797;UTM  16      - 3,894,464.294   693,213.101   MT  1.00006009   +1 13 21.5
 FC1797
 FC1797                          SUPERSEDED SURVEY CONTROL
 FC1797
 FC1797  NAD 83(1995)-  35 10 28.46680(N)    084 52 41.81799(W) AD(       ) 4
 FC1797  NAD 83(1995)-  35 10 28.46577(N)    084 52 41.81844(W) AD(       ) 4
 FC1797  NAD 83(1995)-  35 10 28.46612(N)    084 52 41.81710(W) AD(       ) 4
 FC1797  NAD 83(1986)-  35 10 28.46847(N)    084 52 41.81487(W) AD(       ) 4
 FC1797  NAD 27      -  35 10 28.20800(N)    084 52 42.00700(W) AD(       ) 3
 FC1797
 FC1797.Superseded values are not recommended for survey control.
 FC1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1797.See file dsdata.txt to determine how the superseded data were derived.
 FC1797
 FC1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9321394464(NAD 83)
 FC1797_MARKER: 42 = RADIO/TV MAST
 FC1797
 FC1797  HISTORY     - Date     Condition        Report By
 FC1797  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1797
 FC1797                          STATION DESCRIPTION
 FC1797
 FC1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1797'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CLEVELAND, JUST
 FC1797'SOUTH OF THE GEORGE R. STUART ELEMENTARY SCHOOL WHICH IS
 FC1797'LOCATED ON 20TH STREET AND JUST WEST OF THE U.S. HIGHWAY 11 BY-PASS.
 FC1797'IT IS A TRUSSED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 FC1797'WHITE AND THE OVER-ALL HEIGHT IS 301 FEET. THE POINT INTERSECTED WAS
 FC1797'THE RED LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1798 ***********************************************************************
 FC1798  DESIGNATION -  CLEVELAND RADIO STA WCLE MAST
 FC1798  PID         -  FC1798
 FC1798  STATE/COUNTY-  TN/BRADLEY
 FC1798  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1798
 FC1798                         *CURRENT SURVEY CONTROL
 FC1798  ___________________________________________________________________
 FC1798* NAD 83(1995)-  35 11 47.62729(N)    084 52 41.20893(W)     ADJUSTED  
 FC1798* NAVD 88     -                                                        
 FC1798  ___________________________________________________________________
 FC1798  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FC1798  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1798
 FC1798  HORZ ORDER  -  THIRD
 FC1798
 FC1798.The horizontal coordinates were established by classical geodetic methods
 FC1798.and adjusted by the National Geodetic Survey in April 1999..
 FC1798
 FC1798
 FC1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1798
 FC1798.The geoid height was determined by GEOID03.
 FC1798
 FC1798;                    North         East     Units Scale Factor Converg.
 FC1798;SPC TN       -    96,361.577   702,168.211   MT  1.00000986   +0 39 24.5
 FC1798;SPC TN       -   316,146.27  2,303,696.87   sFT  1.00000986   +0 39 24.5
 FC1798;UTM  16      - 3,896,903.824   693,176.418   MT  1.00005992   +1 13 24.2
 FC1798
 FC1798                          SUPERSEDED SURVEY CONTROL
 FC1798
 FC1798  NAD 83(1995)-  35 11 47.62926(N)    084 52 41.20973(W) AD(       ) 4
 FC1798  NAD 83(1995)-  35 11 47.62849(N)    084 52 41.20995(W) AD(       ) 4
 FC1798  NAD 83(1995)-  35 11 47.62882(N)    084 52 41.20865(W) AD(       ) 4
 FC1798  NAD 83(1986)-  35 11 47.63125(N)    084 52 41.20657(W) AD(       ) 4
 FC1798  NAD 27      -  35 11 47.36900(N)    084 52 41.40200(W) AD(       ) 3
 FC1798
 FC1798.Superseded values are not recommended for survey control.
 FC1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1798.See file dsdata.txt to determine how the superseded data were derived.
 FC1798
 FC1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9317696904(NAD 83)
 FC1798_MARKER: 42 = RADIO/TV MAST
 FC1798
 FC1798  HISTORY     - Date     Condition        Report By
 FC1798  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1798
 FC1798                          STATION DESCRIPTION
 FC1798
 FC1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1798'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF CLEVELAND.
 FC1798'
 FC1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1798'HIGHWAY 60 IN CLEVELAND, GO NORTHERLY ON STATE HIGHWAY 60 FOR
 FC1798'2.35 MILES TO A FORK, KEEP RIGHT ON A GRAVELED ROAD AND GO 0.45 MILE
 FC1798'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO A FORK
 FC1798'AND HOUSE ON THE RIGHT, KEEP RIGHT AND FOLLOW A TRACK ROAD FOR 0.15
 FC1798'MILE TO THE STATION.
 FC1798'
 FC1798'THE STATION IS A TRUSSED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 FC1798'WHITE AND THE OVER-ALL HEIGHT IS 308 FEET. THE POINT INTERSECTED WAS
 FC1798'THE RED LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0462 ***********************************************************************
 FC0462  DESIGNATION -  CLEVELAND RM 1
 FC0462  PID         -  FC0462
 FC0462  STATE/COUNTY-  TN/BRADLEY
 FC0462  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0462
 FC0462                         *CURRENT SURVEY CONTROL
 FC0462  ___________________________________________________________________
 FC0462* NAD 83(1986)-  35 09 08.     (N)    084 53 04.     (W)     SCALED    
 FC0462* NAVD 88     -       300.959  (meters)     987.40   (feet)  ADJUSTED  
 FC0462  ___________________________________________________________________
 FC0462  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0462  DYNAMIC HT  -         300.662 (meters)     986.42  (feet)  COMP
 FC0462  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC0462
 FC0462  VERT ORDER  -  FIRST     CLASS I
 FC0462
 FC0462.The horizontal coordinates were scaled from a topographic map and have
 FC0462.an estimated accuracy of +/- 6 seconds.
 FC0462
 FC0462.The orthometric height was determined by differential leveling
 FC0462.and adjusted by the National Geodetic Survey in June 1991..
 FC0462.WARNING-Repeat measurements at this control monument indicate possible
 FC0462.vertical movement.
 FC0462
 FC0462.The geoid height was determined by GEOID03.
 FC0462
 FC0462.The dynamic height is computed by dividing the NAVD 88
 FC0462.geopotential number by the normal gravity value computed on the
 FC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0462.degrees latitude (g = 980.6199 gals.).
 FC0462
 FC0462.The modeled gravity was interpolated from observed gravity values.
 FC0462
 FC0462;                    North         East    Units  Estimated Accuracy
 FC0462;SPC TN       -    91,440.      701,650.      MT  (+/- 180 meters Scaled)
 FC0462
 FC0462                          SUPERSEDED SURVEY CONTROL
 FC0462
 FC0462  NGVD 29 (??/??/92)  300.970  (m)          987.43   (f) ADJ UNCH    1 1
 FC0462
 FC0462.Superseded values are not recommended for survey control.
 FC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0462.See file dsdata.txt to determine how the superseded data were derived.
 FC0462
 FC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD927919(NAD 83)
 FC0462_MARKER: DR = REFERENCE MARK DISK
 FC0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0462_STAMPING: CLEVELAND NO 1 1934
 FC0462_MARK LOGO: CGS   
 FC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0462+STABILITY: SURFACE MOTION
 FC0462
 FC0462  HISTORY     - Date     Condition        Report By
 FC0462  HISTORY     - 1934     MONUMENTED       CGS
 FC0462  HISTORY     - 1968     GOOD             NGS
 FC0462  HISTORY     - 1983     GOOD             NGS
 FC0462
 FC0462                          STATION DESCRIPTION
 FC0462
 FC0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0462'AT CLEVELAND.
 FC0462'AT CLEVELAND, AT THE FORT HILL CEMETERY, 60.6 FEET SOUTHEAST OF
 FC0462'CLEVELAND 1934 DESCRIBED, 40.7 FEET EAST OF THE EAST CORNER OF
 FC0462'SHIELDS VAULT, 6.7 FEET NORTHEAST OF THE NORTH CORNER OF THE MOORE
 FC0462'MONUMENT, 5 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 FC0462'DRIVE, 2.4 FEET SOUTHWEST OF THE WEST CORNER OF A LOW CONCRETE
 FC0462'WALL AROUND THE HENDERSON PLOT, ABOUT 1 FOOT BELOW THE LEVEL OF
 FC0462'THE DRIVE AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 FC0462'SURFACE OF THE GROUND.
 FC0462
 FC0462                          STATION RECOVERY (1983)
 FC0462
 FC0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0464 ***********************************************************************
 FC0464  CBN         -  This is a Cooperative Base Network Control Station.
 FC0464  DESIGNATION -  CLEVELAND RM 2
 FC0464  PID         -  FC0464
 FC0464  STATE/COUNTY-  TN/BRADLEY
 FC0464  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0464
 FC0464                         *CURRENT SURVEY CONTROL
 FC0464  ___________________________________________________________________
 FC0464* NAD 83(1995)-  35 09 07.05893(N)    084 53 03.99911(W)     ADJUSTED  
 FC0464* NAVD 88     -       301.003  (meters)     987.54   (feet)  ADJUSTED  
 FC0464  ___________________________________________________________________
 FC0464  X           -     465,525.452 (meters)                     COMP
 FC0464  Y           -  -5,200,164.607 (meters)                     COMP
 FC0464  Z           -   3,651,820.015 (meters)                     COMP
 FC0464  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FC0464  ELLIP HEIGHT-         270.95  (meters)          (12/14/95) GPS OBS
 FC0464  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0464  DYNAMIC HT  -         300.705 (meters)     986.56  (feet)  COMP
 FC0464  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC0464
 FC0464  HORZ ORDER  -  B
 FC0464  VERT ORDER  -  FIRST     CLASS I
 FC0464  ELLP ORDER  -  FIRST     CLASS II
 FC0464
 FC0464.The horizontal coordinates were established by GPS observations
 FC0464.and adjusted by the National Geodetic Survey in December 1995..
 FC0464
 FC0464.The orthometric height was determined by differential leveling
 FC0464.and adjusted by the National Geodetic Survey in June 1991..
 FC0464
 FC0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0464
 FC0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0464
 FC0464.The ellipsoidal height was determined by GPS observations
 FC0464.and is referenced to NAD 83.
 FC0464
 FC0464.The geoid height was determined by GEOID03.
 FC0464
 FC0464.The dynamic height is computed by dividing the NAVD 88
 FC0464.geopotential number by the normal gravity value computed on the
 FC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0464.degrees latitude (g = 980.6199 gals.).
 FC0464
 FC0464.The modeled gravity was interpolated from observed gravity values.
 FC0464
 FC0464;                    North         East     Units Scale Factor Converg.
 FC0464;SPC TN       -    91,406.888   701,648.123   MT  1.00001875   +0 39 11.1
 FC0464;SPC TN       -   299,890.77  2,301,990.55   sFT  1.00001875   +0 39 11.1
 FC0464;UTM  16      - 3,891,944.018   692,705.274   MT  1.00005768   +1 13 06.2
 FC0464
 FC0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0464!SPC TN       -   0.99995747  x   1.00001875  =   0.99997622
 FC0464!UTM  16      -   0.99995747  x   1.00005768  =   1.00001515
 FC0464
 FC0464                          SUPERSEDED SURVEY CONTROL
 FC0464
 FC0464  NAD 83(1995)-  35 09 07.06097(N)    084 53 04.00209(W) AD(       ) B
 FC0464  ELLIP H (09/07/90)  270.86   (m)                       GP(       ) 4 1
 FC0464  NAD 83(1986)-  35 09 07.06241(N)    084 53 03.99284(W) AD(       ) 2
 FC0464  NAD 27      -  35 09 06.79314(N)    084 53 04.18626(W) AD(       ) 2
 FC0464  NAVD 88 (12/14/95)  301.00   (m)          987.5    (f) LEVELING    3  
 FC0464  NGVD 29 (??/??/92)  301.012  (m)          987.57   (f) ADJ UNCH    1 1
 FC0464
 FC0464.Superseded values are not recommended for survey control.
 FC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0464.See file dsdata.txt to determine how the superseded data were derived.
 FC0464
 FC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9270591944(NAD 83)
 FC0464_MARKER: DR = REFERENCE MARK DISK
 FC0464_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC0464_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FC0464_STAMPING: CLEVELAND NO.2 1934
 FC0464_MARK LOGO: CGS   
 FC0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0464+STABILITY: SURFACE MOTION
 FC0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0464+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0464
 FC0464  HISTORY     - Date     Condition        Report By
 FC0464  HISTORY     - 1934     MONUMENTED       CGS
 FC0464  HISTORY     - 1968     GOOD             NGS
 FC0464  HISTORY     - 1973     GOOD             NGS
 FC0464  HISTORY     - 197706   GOOD
 FC0464  HISTORY     - 1983     GOOD             NGS
 FC0464  HISTORY     - 1987     GOOD             NGS
 FC0464  HISTORY     - 1987     GOOD             NGS
 FC0464  HISTORY     - 19950606 GOOD             NGS
 FC0464  HISTORY     - 20040128 GOOD             BAKER
 FC0464
 FC0464                          STATION DESCRIPTION
 FC0464
 FC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0464'AT CLEVELAND.
 FC0464'AT CLEVELAND, AT THE FORT HILL CEMETERY, 71.7 FEET SOUTHWEST OF
 FC0464'CLEVELAND 1934 DESCRIBED, 55.9 FEET WEST OF THE WEST CORNER OF
 FC0464'SHIELDS VAULT, 21.4 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF
 FC0464'THE BASE OF THE MILLS MONUMENT, 17 FEET EAST OF THE EAST CORNER
 FC0464'OF THE BASE OF THE CARD MONUMENT, 7 FEET NORTHWEST OF THE CENTER
 FC0464'LINE OF A GRAVELED DRIVE, 3.2 FEET WEST OF THE SOUTH CORNER
 FC0464'MARKER OF THE MILLS PLOT, ABOUT LEVEL WITH THE DRIVE AND SET IN
 FC0464'THE TOP OF A CONCRETE POST 1/2 FOOT BELOW THE SURFACE OF THE
 FC0464'GROUND.
 FC0464
 FC0464                          STATION RECOVERY (1973)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 FC0464'THE STATION IS LOCATED IN THE FORT HILL CEMETERY ABOUT 0.5 MILE
 FC0464'SOUTHWEST OF CLEVELAND.  THE STATION WAS USED AS THE ANTENNA SITE
 FC0464'FOR GEOCEIVER STATION 51006.
 FC0464'
 FC0464'TO REACH FROM THE POST OFFICE IN CLEVELAND, GO SOUTHEAST ON BROAD
 FC0464'STREET WHICH CHANGES TO OCOEE STREET SOUTHWEST FOR 0.7 MILE TO 12TH
 FC0464'STREET SOUTHWEST ON THE RIGHT.  TURN RIGHT AND GO WEST-NORTHWEST ON
 FC0464'12TH STREET SOUTHWEST FOR 0.2 MILE THRU THE FORT HILL CEMETERY TO
 FC0464'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO THE
 FC0464'STATION ON THE LEFT NEAR THE TOMBSTONE OF HOWARD M. MILLS.
 FC0464'
 FC0464'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED CLEVELAND NO 2
 FC0464'1934, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 5 INCHES
 FC0464'BELOW THE GROUND SURFACE.  IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST
 FC0464'CORNER OF SHIELDS VAULT, 11.3 FEET SOUTHEAST OF THE HOWARD MILL
 FC0464'HEADSTONE, AND 7.0 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 FC0464'ROAD.
 FC0464'
 FC0464'CLEVELAND 1934 IS A STANDARD TRIANGULATION DISK STAMPED CLEVELAND
 FC0464'1934, THE TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FC0464'FLUSH WITH THE GROUND SURFACE.
 FC0464'IT IS 14.2 FEET NORTH-NORTHWEST OF THE
 FC0464'NORTHWEST CORNER OF SHIELDS VAULT, 7.5 FEET SOUTHEAST OF THE CENTER
 FC0464'OF A GRAVELED ROAD, AND 4.2 FEET SOUTHWEST OF THE HEADSTONE OF
 FC0464'JOSEPH B. DICKEY.
 FC0464'
 FC0464'REFERENCE MARK 1, A STANDARD DISK STAMPED, CLEVELAND NO 1 1934, IS
 FC0464'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FC0464'1-INCH BELOW THE GROUND SURFACE.  IT IS 6.8 FEET NORTHEAST OF THE
 FC0464'MOORE HEADSTONE, 6.6 FEET EAST-SOUTHEAST OF THE CENTER OF A
 FC0464'GRAVELED ROAD, AND 2.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FC0464'OF HENDERSONS BURIAL PLOT.
 FC0464
 FC0464                          STATION RECOVERY (1977)
 FC0464
 FC0464'RECOVERED 1977
 FC0464'RECOVERED IN GOOD CONDITION.
 FC0464
 FC0464                          STATION RECOVERY (1983)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0464'RECOVERED IN GOOD CONDITION.
 FC0464
 FC0464                          STATION RECOVERY (1987)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 FC0464'THE STATION WAS RECOVERED AT THIS DATE.
 FC0464'AS DESCRIBED BY G. PERTERKIN IN 1973.
 FC0464'
 FC0464'TYPED BY R.L. ZURFLUH.
 FC0464
 FC0464                          STATION RECOVERY (1987)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC0464'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 FC0464'SOUTHWEST OF CLEVELAND, ON THE HIGHEST POINT OF FORT HILL CEMETERY.
 FC0464'OWNERSHIP--FORT HILL CEMETERY.
 FC0464'
 FC0464'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 11
 FC0464'JUST WEST-SOUTHWEST OF CLEVELAND GO NORTH FOR
 FC0464'5.8 KM (3.6 MI) ON U.S. HIGHWAY 11 TO A (Y) JUNCTION WHERE U.S.
 FC0464'HIGHWAY 11 BUSINESS AND BYPASS SEPERATE.  BEAR RIGHT AND GO NORTHEAST
 FC0464'FOR 0.8 KM (0.5 MI) ON U.S. HIGHWAY 11 BUSINESS TO THE JUNCTION OF
 FC0464'BROAD STREET. TURN RIGHT AND GO SOUTHWEST FOR O.2 KM (0.1 MI) ON
 FC0464'BROAD STREET TO THE POINT WHERE IT CHANGES NAMES TO OCOEE STREET.
 FC0464'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.6 KM (0.4 MI) ON
 FC0464'OCOEE STREET TO THE JUNCTION OF 12TH STREET SW. TURN RIGHT AND GO
 FC0464'WEST FOR 0.2 KM (0.1 MI) ON 12TH STREET SW TO THE TOP OF THE HILL
 FC0464'AND A GRAVEL ROAD LEFT AT THE FORT HILL CEMETARY. TURN LEFT AND GO
 FC0464'SOUTH FOR 85 METERS (280 FT) TO THE STATION ON THE RIGHT.
 FC0464'
 FC0464'THE STATION IS A STANDARD USCGS DISK
 FC0464'STAMPED---CLEVELAND NO.2 1934---,
 FC0464'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 FC0464'15 CM BELOW GROUND.  LOCATED
 FC0464'17.04 METERS (55.9 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 FC0464'SHIELDS VAULT,
 FC0464'6.52 METERS (21.4 FT) EAST FROM THE SOUTHEAST EDGE OF THE MILLS
 FC0464'HEADSTONE,
 FC0464'2.0 METERS (6.5 FT) WEST FROM THE CENTERLINE OF A GRAVEL ROAD,
 FC0464'0.6 METERS (2.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE MILLS
 FC0464'LOT CORNER MONUMENT,
 FC0464'21.824 METERS (71.60 FT) SOUTHWEST FROM THE USCGS STATION CLEVELAND
 FC0464'1934.
 FC0464
 FC0464                          STATION RECOVERY (1995)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC0464'RECOVERED AS DESCRIBED.
 FC0464
 FC0464                          STATION RECOVERY (2004)
 FC0464
 FC0464'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1960 ***********************************************************************
 FC1960  CBN         -  This is a Cooperative Base Network Control Station.
 FC1960  DESIGNATION -  CLEVPORT
 FC1960  PID         -  FC1960
 FC1960  STATE/COUNTY-  TN/BRADLEY
 FC1960  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1960
 FC1960                         *CURRENT SURVEY CONTROL
 FC1960  ___________________________________________________________________
 FC1960* NAD 83(1995)-  35 13 11.65519(N)    084 49 55.56384(W)     ADJUSTED  
 FC1960* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 FC1960  ___________________________________________________________________
 FC1960  X           -     469,881.484 (meters)                     COMP
 FC1960  Y           -  -5,195,375.965 (meters)                     COMP
 FC1960  Z           -   3,657,956.048 (meters)                     COMP
 FC1960  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FC1960  ELLIP HEIGHT-         227.84  (meters)          (08/03/04) GPS OBS
 FC1960  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1960
 FC1960  HORZ ORDER  -  A
 FC1960  ELLP ORDER  -  FOURTH    CLASS I
 FC1960
 FC1960.This mark is at Hardwick Field Airport (HDI)
 FC1960
 FC1960.The horizontal coordinates were established by GPS observations
 FC1960.and adjusted by the National Geodetic Survey in August 2004..
 FC1960
 FC1960.The orthometric height was determined by GPS observations and a
 FC1960.high-resolution geoid model.
 FC1960
 FC1960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1960
 FC1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1960
 FC1960.The ellipsoidal height was determined by GPS observations
 FC1960.and is referenced to NAD 83.
 FC1960
 FC1960.The geoid height was determined by GEOID03.
 FC1960
 FC1960;                    North         East     Units Scale Factor Converg.
 FC1960;SPC TN       -    98,999.994   706,327.394   MT  1.00000545   +0 41 01.4
 FC1960;SPC TN       -   324,802.48  2,317,342.46   sFT  1.00000545   +0 41 01.4
 FC1960;UTM  16      - 3,899,583.420   697,309.555   MT  1.00007981   +1 15 02.4
 FC1960
 FC1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1960!SPC TN       -   0.99996424  x   1.00000545  =   0.99996969
 FC1960!UTM  16      -   0.99996424  x   1.00007981  =   1.00004405
 FC1960
 FC1960                          SUPERSEDED SURVEY CONTROL
 FC1960
 FC1960  NAD 83(1995)-  35 13 11.65521(N)    084 49 55.56436(W) AD(       ) 3
 FC1960  ELLIP H (04/12/99)  227.82   (m)                       GP(       ) 4 1
 FC1960  NAD 83(1995)-  35 13 11.65535(N)    084 49 55.56398(W) AD(       ) 3
 FC1960  NAD 83(1995)-  35 13 11.65750(N)    084 49 55.56635(W) AD(       ) 3
 FC1960  NGVD 29 (09/17/90)  258.1    (m)          847.     (f) GPS OBS        
 FC1960
 FC1960.Superseded values are not recommended for survey control.
 FC1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1960.See file dsdata.txt to determine how the superseded data were derived.
 FC1960
 FC1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9731099583(NAD 83)
 FC1960_MARKER: I = METAL ROD
 FC1960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1960_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1960_STAMPING: CLEVEPORT 1987
 FC1960_MARK LOGO: NGS   
 FC1960_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1960+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1960
 FC1960  HISTORY     - Date     Condition        Report By
 FC1960  HISTORY     - 1987     MONUMENTED       NGS
 FC1960  HISTORY     - 19890717 GOOD
 FC1960  HISTORY     - 20031010 GOOD             TNHD
 FC1960
 FC1960                          STATION DESCRIPTION
 FC1960
 FC1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1960'3.75 MILES NORTH ALONG US HIGHWAY II BY PASS AND US HIGHWAY II FROM
 FC1960'THE JUNCTION OF STATE HIGHWAY 60 IN NORTH CLEVELAND TO THE JUNCTION
 FC1960'OF AIRPORT ROAD, THENCE NORTHWEST ALONG AIRPORT ROAD FOR 0.25 MILE TO
 FC1960'THE OFFICE OF THE CLEVELAND MUNICIPAL AIRPORT AND MARK NEAR A WIND
 FC1960'SOCK IN A GRASSY AREA, A 3-D MARK, A STAINLESS STEEL ROAD DRIVEN 22.0
 FC1960'FEET TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FC1960'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP,
 FC1960'---STAMPED CLEVPORT 1987, 1 INCH BELOW GROUND, WITH REBAR IN CONCRETE
 FC1960'53.3 FEET NORTHWEST OF A POLE SUPPORTING A WIND SOCK, 49.6 FEET
 FC1960'SOUTHEAST OF SOUTHEAST EDGE OF RUNWAY, 185.3 FEET SOUTHWEST OF
 FC1960'SOUTHWEST CORNER OF OFFICE BUILDING, 163.9 FEET NORTHWEST OF NORTHWEST
 FC1960'EDGE OF TAXIWAY, AND 1.0 FOOT NORTHEAST OF A FIBERGLASS WITNESS POST.
 FC1960'CONTACT J.C. GARRISON AT 472 9210 OR 472 2674 FROM HOURS 9 TO 6 AND
 FC1960'476 4003 AFTER 6--00 PM.
 FC1960
 FC1960                          STATION RECOVERY (1989)
 FC1960
 FC1960'RECOVERED 1989
 FC1960'RECOVERED IN GOOD CONDITION.
 FC1960
 FC1960                          STATION RECOVERY (2003)
 FC1960
 FC1960'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 FC1960'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1961 ***********************************************************************
 FC1961  DESIGNATION -  CLEVPORT AZ MK
 FC1961  PID         -  FC1961
 FC1961  STATE/COUNTY-  TN/BRADLEY
 FC1961  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1961
 FC1961                         *CURRENT SURVEY CONTROL
 FC1961  ___________________________________________________________________
 FC1961* NAD 83(1995)-  35 12 56.73789(N)    084 50 04.67232(W)     ADJUSTED  
 FC1961* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 FC1961  ___________________________________________________________________
 FC1961  X           -     469,675.295 (meters)                     COMP
 FC1961  Y           -  -5,195,653.743 (meters)                     COMP
 FC1961  Z           -   3,657,575.488 (meters)                     COMP
 FC1961  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FC1961  ELLIP HEIGHT-         219.22  (meters)          (04/12/99) GPS OBS
 FC1961  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1961
 FC1961  HORZ ORDER  -  THIRD
 FC1961  ELLP ORDER  -  FOURTH    CLASS I
 FC1961
 FC1961.This mark is at Hardwick Field Airport (HDI)
 FC1961
 FC1961.The horizontal coordinates were established by GPS observations
 FC1961.and adjusted by the National Geodetic Survey in April 1999..
 FC1961
 FC1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1961
 FC1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1961
 FC1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1961
 FC1961.The ellipsoidal height was determined by GPS observations
 FC1961.and is referenced to NAD 83.
 FC1961
 FC1961.The geoid height was determined by GEOID03.
 FC1961
 FC1961;                    North         East     Units Scale Factor Converg.
 FC1961;SPC TN       -    98,537.558   706,102.531   MT  1.00000622   +0 40 56.1
 FC1961;SPC TN       -   323,285.30  2,316,604.72   sFT  1.00000622   +0 40 56.1
 FC1961;UTM  16      - 3,899,118.747   697,089.263   MT  1.00007874   +1 14 56.7
 FC1961
 FC1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1961!SPC TN       -   0.99996559  x   1.00000622  =   0.99997181
 FC1961!UTM  16      -   0.99996559  x   1.00007874  =   1.00004433
 FC1961
 FC1961                          SUPERSEDED SURVEY CONTROL
 FC1961
 FC1961  NAD 83(1995)-  35 12 56.73803(N)    084 50 04.67195(W) AD(       ) 3
 FC1961  NAD 83(1995)-  35 12 56.74018(N)    084 50 04.67434(W) AD(       ) 3
 FC1961  NGVD 29 (09/17/90)  249.4    (m)          818.     (f) GPS OBS        
 FC1961
 FC1961.Superseded values are not recommended for survey control.
 FC1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1961.See file dsdata.txt to determine how the superseded data were derived.
 FC1961
 FC1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9708999119(NAD 83)
 FC1961_MARKER: I = METAL ROD
 FC1961_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1961_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1961+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 FC1961
 FC1961  HISTORY     - Date     Condition        Report By
 FC1961  HISTORY     - 1987     MONUMENTED       NGS
 FC1961  HISTORY     - 19890717 GOOD
 FC1961
 FC1961                          STATION DESCRIPTION
 FC1961
 FC1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1961'3.75 MILES NORTH ALONG US HIGHWAY 11 BY PASS AND US HIGHWAY 11 FROM
 FC1961'THE JUNCTION OF STATE HIGHWAY 60 IN NORTH CLEVELAND, TO THE JUNCTION
 FC1961'AIRPORT ROAD, THENCE NORTHWEST ALONG AIRPORT ROAD FOR 0.25 MILE TO THE
 FC1961'OFFICE OF THE CLEVELAND MUNICIPAL AIRPORT, THENCE 0.30 MILE SOUTHWEST
 FC1961'ALONG TAXIWAY AND RUNWAY TO THE END OF RUNWAY AND MARK, A 3-D MARK,
 FC1961'A STAINLESS STEEL ROD DRIVEN 21.5 FEET TO REFUSAL, 3 INCHES BELOW
 FC1961'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN
 FC1961'A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED CLEVPORT AZ MK 1987, 1
 FC1961'INCH BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 129.5 FEET
 FC1961'NORTHEAST OF A AT+T CABLE POLE, 33.4 FEET SOUTHEAST OF THE MOST
 FC1961'SOUTHEAST ONE OF THREE RUNNING LIGHTS 33.0 FEET WEST OF AN APPROACH
 FC1961'BOX LIGHT 42.8 FEET SOUTHEAST OF THE EXTENDED SOUTHEAST EDGE OF
 FC1961'RUNWAY, 1.0 FOOT NORTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--
 FC1961'CONTACT J.C. GARRISON AT 472 9210 OR 472 2674 FOR HOURS 9 TO 6
 FC1961'AFTER 6--00 PM TO GET ON AIRPORT.
 FC1961
 FC1961                          STATION RECOVERY (1989)
 FC1961
 FC1961'RECOVERED 1989
 FC1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2253 ***********************************************************************
 GC2253  DESIGNATION -  CLIFF
 GC2253  PID         -  GC2253
 GC2253  STATE/COUNTY-  TN/DAVIDSON
 GC2253  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2253
 GC2253                         *CURRENT SURVEY CONTROL
 GC2253  ___________________________________________________________________
 GC2253* NAD 83(1995)-  36 11 52.66969(N)    086 49 48.14178(W)     ADJUSTED  
 GC2253* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 GC2253  ___________________________________________________________________
 GC2253  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2253  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2253
 GC2253  HORZ ORDER  -  SECOND
 GC2253
 GC2253.The horizontal coordinates were established by classical geodetic methods
 GC2253.and adjusted by the National Geodetic Survey in April 1999..
 GC2253
 GC2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2253
 GC2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2253
 GC2253.The geoid height was determined by GEOID03.
 GC2253
 GC2253;                    North         East     Units Scale Factor Converg.
 GC2253;SPC TN       -   207,197.342   525,351.325   MT  0.99996851   -0 29 09.4
 GC2253;SPC TN       -   679,779.95  1,723,590.14   sFT  0.99996851   -0 29 09.4
 GC2253;UTM  16      - 4,005,919.280   515,279.777   MT  0.99960288   +0 06 01.4
 GC2253
 GC2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2253!SPC TN       -   0.99997464  x   0.99996851  =   0.99994315
 GC2253!UTM  16      -   0.99997464  x   0.99960288  =   0.99957753
 GC2253
 GC2253|---------------------------------------------------------------------|
 GC2253| PID    Reference Object                     Distance      Geod. Az  |
 GC2253|                                                           dddmmss.s |
 GC2253| CG5111 CLIFF RM 1                           14.404 METERS 03502     |
 GC2253| GC2281 TAYLOR RESET                        APPROX. 8.6 KM 0525754.9 |
 GC2253| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 7.9 KM 0762908.9 |
 GC2253| GC2237 NASHVILLE D W SWINDLE CO TANK       APPROX. 7.3 KM 0860053.0 |
 GC2253| GC2292 2608                                 32.157 METERS 09457     |
 GC2253| GC2291 2608                                 32.369 METERS 09458     |
 GC2253| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 5.0 KM 0972349.1 |
 GC2253| CG5112 CLIFF RM 2                           11.893 METERS 11605     |
 GC2253| GC2274 NASHVILLE RADIO STA WSOK MAST       APPROX. 7.2 KM 1253425.0 |
 GC2253| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 7.0 KM 1304952.0 |
 GC2253| GC2293 NASHVILLE STATE CAPITOL CUPOLA      APPROX. 5.4 KM 1305152.5 |
 GC2253| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 5.5 KM 1305143.1 |
 GC2253| GC2264 NASHVILLE FIRST BAP CH SPIRE        APPROX. 6.2 KM 1340422.9 |
 GC2253| GC2269 NASHVILLE OLD PO BLDG CLOCKTWR      APPROX. 6.2 KM 1344205.5 |
 GC2253| GC2267 NASHVILLE L AND N RR STA BALL       APPROX. 6.1 KM 1375711.8 |
 GC2253| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 5.6 KM 1534046.8 |
 GC2253| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 8.3 KM 1550536.9 |
 GC2253| GC2284 VANDERBILT U KIRKLAND HALL TWR      APPROX. 6.1 KM 1555628.3 |
 GC2253| GC2285 VANDERBILT U POWERHOUSE STACK       APPROX. 6.3 KM 1573412.6 |
 GC2253| GC2314 AIRWAY BEACON 63                    APPROX.14.8 KM 1975932.0 |
 GC2253|---------------------------------------------------------------------|
 GC2253
 GC2253                          SUPERSEDED SURVEY CONTROL
 GC2253
 GC2253  NAD 83(1995)-  36 11 52.67165(N)    086 49 48.14358(W) AD(       ) 2
 GC2253  NAD 83(1995)-  36 11 52.67382(N)    086 49 48.14431(W) AD(       ) 2
 GC2253  NAD 83(1986)-  36 11 52.67990(N)    086 49 48.14495(W) AD(       ) 2
 GC2253  NAD 27      -  36 11 52.47900(N)    086 49 48.14900(W) AD(       ) 2
 GC2253  NGVD 29 (07/19/86)  191.0    (m)          627.     (f) VERT ANG       
 GC2253
 GC2253.Superseded values are not recommended for survey control.
 GC2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2253.See file dsdata.txt to determine how the superseded data were derived.
 GC2253
 GC2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1528005919(NAD 83)
 GC2253_MARKER: DS = TRIANGULATION STATION DISK
 GC2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2253
 GC2253  HISTORY     - Date     Condition        Report By
 GC2253  HISTORY     - 1953     MONUMENTED       CGS
 GC2253  HISTORY     - 1959     GOOD             CGS
 GC2253  HISTORY     - 1961     GOOD             TNHD
 GC2253
 GC2253                          STATION DESCRIPTION
 GC2253
 GC2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2253'STATION IS LOCATED IN A SMALL FRUIT ORCHARD ON THE SOUTHEAST SIDE OF
 GC2253'A HIGH HILL, ABOUT 4 MILES NORTHWEST OF THE CENTER OF NASHVILLE AND
 GC2253'1/2 MILE NORTHEAST OF BORDEAUX ON PROPERTY OWNED BY MR. JOSEPH BALTZ.
 GC2253'IT IS 98 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 GC2253'68 FEET SOUTHWEST OF THE CENTER OF CLIFF DRIVE AND 19 FEET NORTHWEST
 GC2253'OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2253'CLIFF 1953.
 GC2253'
 GC2253'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF THE CENTER OF CLIFF
 GC2253'DRIVE AND 6 FEET SOUTHWEST OF A FENCE. THE MARK IS FLUSH AND THE
 GC2253'DISK IS STAMPED CLIFF NO. 1 1953.
 GC2253'
 GC2253'REFERENCE MARK NO. 2 IS 58 FEET SOUTHWEST OF THE CENTER OF CLIFF
 GC2253'DRIVE, 30 FEET SOUTHWEST OF A POWER LINE POLE, 7 FEET SOUTHEAST OF
 GC2253'THE CENTER OF AN UNIMPROVED STREET AND 1 FOOT NORTHWEST OF A FENCE.
 GC2253'THE MARK IS FLUSH AND THE DISK IS STAMPED CLIFF NO. 2 1953.
 GC2253'
 GC2253'NO. 2608 (TENN. GEOD. S.) CAN BE USED AS A REFERENCE MARK. IT IS 13
 GC2253'FEET SOUTHWEST OF THE CENTER OF CLIFF DRIVE, 18 FEET SOUTHEAST
 GC2253'OF A POWER LINE POLE AND 3 FEET NORTHEAST OF A FENCE. THE MARK IS A
 GC2253'6X6 INCH CONCRETE POST THAT PROJECTS ABOUT 12 INCHES WITH A BRONZE
 GC2253'U.S. COAST AND GEODETIC AND STATE SURVEY DISK IN THE TOP STAMPED NO.
 GC2253'2608.
 GC2253'
 GC2253'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 GC2253'CUMBERLAND RIVER NEAR THE CITY LIMITS OF BORDEAUX AND ABOUT 4
 GC2253'MILES NORTHWEST OF NASHVILLE, GO NORTHWEST ON U.S. HIGHWAY 41A FOR
 GC2253'0.2 MILE TO A CROSS STREET (BUENA VISTA PIKE) TURN RIGHT AND GO
 GC2253'NORTHEAST ON BUENA VISTA PIKE FOR 0.3 MILE TO SIDE ROAD LEFT, (CLIFF
 GC2253'DRIVE) TURN LEFT AND GO NORTHWEST UP STEEP HILL ON CLIFF DRIVE
 GC2253'FOR 0.1 MILE TO AN UNIMPROVED STREET ON THE LEFT AND STATION ON THE
 GC2253'LEFT AS DESCRIBED.
 GC2253'
 GC2253'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2253
 GC2253                          STATION RECOVERY (1959)
 GC2253
 GC2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2253'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND NO. 2608 (TENN. GEOD.
 GC2253'S. ( WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 GC2253'DIRECTIONS TO THE MARKS CHECKED WITHIN THE LIMITS. THE DIRECTIONS TO
 GC2253'THE INTERSECTIONS LISTED IN THE DESCRIPTION COULD NOT BE
 GC2253'VERIFIED. THE DISTANCES TO THE MARKS COULD NOT BE VERIFIED. A SHORTER
 GC2253'MEASUREMENT WAS FOUND TO REFERENCE MARKS 1 AND 2, WHILE A LONGER
 GC2253'MEASUREMENT WAS FOUND TO NO. 2608 (TNGS).  NO 2608 (TNGS) IS
 GC2253'SET AT THE EDGE OF A DITCH AND COULD HAVE BEEN HIT BY ROAD
 GC2253'EQUIPMENT. THE PREVIOUS ROUTE TO THE STATION WAS VERIFIED BY THE
 GC2253'BUILDING PARTY. A NEW ROUTE WAS USED TO REACH THE STATION. A COMPLETE
 GC2253'NEW DESCRIPTION FOLLOWS-
 GC2253'
 GC2253'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF NASHVILLE, 1/2 MILE
 GC2253'NORTHEAST OF BORDEAUX AND IS ON THE PROPERTY OWNED BY MR.
 GC2253'JOSEPH EALTS. IT IS IN A SMALL FRUIT ORCHARD ON THE SOUTHEAST SIDE OF
 GC2253'A HIGH HILL.
 GC2253'
 GC2253'TO REACH THE STATION FROM THE INTERSECTION OF WEST TRINITY LANE AND
 GC2253'U.S. HIGHWAYS 41 AND 31W (ABOUT 3 MILES NORTH OF NASHVILLE) GO
 GC2253'WEST ON WEST TRINITY LANE FOR 3.6 MILES TO CLIFF DRIVE. TURN RIGHT
 GC2253'ONTO CLIFF DRIVE AND GO 0.15 MILE TO A METAL GATE ON THE LEFT AND
 GC2253'THE STATION AS DESCRIBED.
 GC2253'
 GC2253'THE STATION MARK, A STANDARD DISK STAMPED CLIFF 1953, IS SET IN THE
 GC2253'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 GC2253'IT IS 98 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 68 FEET
 GC2253'SOUTHWEST OF THE CENTER OF CLIFF DRIVE AND 19 FEET NORTHWEST OF A
 GC2253'FENCE LINE.
 GC2253'
 GC2253'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED CLIFF 1953 AND IS
 GC2253'ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC2253'
 GC2253'REFERENCE MARK 1, A STANDARD DISK STAMPED CLIFF NO. 1 1953, IS SET IN
 GC2253'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC2253'GROUND. IT IS 20 FEET SOUTHWEST OF THE CENTER OF CLIFF DRIVE AND 6
 GC2253'FEET SOUTHWEST OF A FENCE LINE.
 GC2253'
 GC2253'REFERENCE MARK 2, A STANDARD DISK STAMPED CLIFF NO. 2 1953, IS SET IN
 GC2253'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC2253'GROUND. IT IS 31 FEET SOUTHWEST OF A POWER LINE POLE, 6 FEET
 GC2253'SOUTHEAST OF THE CENTER OF AN ALLEY AND 1 FOOT NORTHWEST OF A
 GC2253'FENCE LINE.
 GC2253'
 GC2253'NO. 2608 (TNGS), A U.S. COAST AND GEODETIC AND STATE SURVEY DISK
 GC2253'STAMPED NO. 2608, IS SET IN THE TOP OF A CONCRETE POST
 GC2253'THAT IS 6 INCHES SQUARE AND PROJECTS 1 FOOT ABOVE THE GROUND. IT IS
 GC2253'18 FEET SOUTHEAST OF A POWERLINE POLE, 13 FEET SOUTHWEST OF THE
 GC2253'CENTER OF CLIFF DRIVE AND 3 FEET NORTHEAST OF A FENCE LINE.
 GC2253'
 GC2253'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC2253'
 GC2253'OBSERVATIONS WERE TAKEN FROM A 4 FOOT STAND.
 GC2253
 GC2253                          STATION RECOVERY (1961)
 GC2253
 GC2253'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2253'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2253'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE
 GC2253'MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1953 MEASUREMENTS.
 GC2253'THE 1953 DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0620 ***********************************************************************
 GC0620  DESIGNATION -  CLIFTON
 GC0620  PID         -  GC0620
 GC0620  STATE/COUNTY-  TN/DAVIDSON
 GC0620  USGS QUAD   -  OAK HILL (1968)
 GC0620
 GC0620                         *CURRENT SURVEY CONTROL
 GC0620  ___________________________________________________________________
 GC0620* NAD 83(1995)-  36 06 50.32495(N)    086 47 33.93207(W)     ADJUSTED  
 GC0620* NAVD 88     -       169.864  (meters)     557.30   (feet)  ADJUSTED  
 GC0620  ___________________________________________________________________
 GC0620  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GC0620  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0620  DYNAMIC HT  -         169.718 (meters)     556.82  (feet)  COMP
 GC0620  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0620
 GC0620  HORZ ORDER  -  SECOND
 GC0620  VERT ORDER  -  SECOND    CLASS 0
 GC0620
 GC0620.The horizontal coordinates were established by classical geodetic methods
 GC0620.and adjusted by the National Geodetic Survey in April 1999..
 GC0620
 GC0620.The orthometric height was determined by differential leveling
 GC0620.and adjusted by the National Geodetic Survey in June 1991..
 GC0620
 GC0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0620
 GC0620.The geoid height was determined by GEOID03.
 GC0620
 GC0620.The dynamic height is computed by dividing the NAVD 88
 GC0620.geopotential number by the normal gravity value computed on the
 GC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0620.degrees latitude (g = 980.6199 gals.).
 GC0620
 GC0620.The modeled gravity was interpolated from observed gravity values.
 GC0620
 GC0620;                    North         East     Units Scale Factor Converg.
 GC0620;SPC TN       -   197,851.088   528,628.544   MT  0.99996030   -0 27 50.8
 GC0620;SPC TN       -   649,116.44  1,734,342.15   sFT  0.99996030   -0 27 50.8
 GC0620;UTM  16      - 3,996,610.409   518,651.245   MT  0.99960429   +0 07 19.7
 GC0620
 GC0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0620!SPC TN       -   0.99997792  x   0.99996030  =   0.99993822
 GC0620!UTM  16      -   0.99997792  x   0.99960429  =   0.99958222
 GC0620
 GC0620:                Primary Azimuth Mark                     Grid Az
 GC0620:SPC TN       -  NASHVILLE TV STA WSM MICROWAVE           004 54 07.6
 GC0620:UTM  16      -  NASHVILLE TV STA WSM MICROWAVE           004 18 57.1
 GC0620
 GC0620|---------------------------------------------------------------------|
 GC0620| PID    Reference Object                     Distance      Geod. Az  |
 GC0620|                                                           dddmmss.s |
 GC0620| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 1.8 KM 0042616.8 |
 GC0620| GC0621 CLIFTON RM 1                         36.570 METERS 20023     |
 GC0620| GC0622 CLIFTON RM 2                         28.773 METERS 28559     |
 GC0620|---------------------------------------------------------------------|
 GC0620
 GC0620                          SUPERSEDED SURVEY CONTROL
 GC0620
 GC0620  NAD 83(1995)-  36 06 50.32712(N)    086 47 33.93401(W) AD(       ) 2
 GC0620  NAD 83(1995)-  36 06 50.32885(N)    086 47 33.93388(W) AD(       ) 2
 GC0620  NAD 83(1986)-  36 06 50.33501(N)    086 47 33.93519(W) AD(       ) 2
 GC0620  NAD 27      -  36 06 50.12510(N)    086 47 33.93540(W) AD(       ) 2
 GC0620  NGVD 29 (??/??/92)  169.885  (m)          557.36   (f) ADJ UNCH    2 0
 GC0620
 GC0620.Superseded values are not recommended for survey control.
 GC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0620.See file dsdata.txt to determine how the superseded data were derived.
 GC0620
 GC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1865196610(NAD 83)
 GC0620_MARKER: DS = TRIANGULATION STATION DISK
 GC0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0620_STAMPING: CLIFTON 1959
 GC0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0620+STABILITY: SURFACE MOTION
 GC0620
 GC0620  HISTORY     - Date     Condition        Report By
 GC0620  HISTORY     - 1959     MONUMENTED       CGS
 GC0620  HISTORY     - 1960     GOOD             NGS
 GC0620
 GC0620                          STATION DESCRIPTION
 GC0620
 GC0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0620'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DOWNTOWN NASHVILLE,
 GC0620'ABOUT 0.1 MILE SOUTH OF THE SOUTH CITY LIMITS, IN THE LAWN OF THE
 GC0620'STEPHEN FOSTER APARTMENTS WHICH IS JUST WEST OF THE INTERSECTION OF
 GC0620'GRANNY WHITE PIKE AND CLIFTON AVENUE AND ON MR. J. E. CRAIN
 GC0620'PROPERTY.
 GC0620'
 GC0620'STATION MARK IS 78 FEET NORTH OF THE NORTH EDGE OF PAVED PARKING AREA
 GC0620'AND 38 FEET SOUTH OF THE CENTER OF CLIFTON AVENUE. THE MARK IS SET
 GC0620'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CLIFTON 1959.
 GC0620'
 GC0620'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC0620'BRICK HOUSE, 2 FEET SOUTH OF THE SOUTH EDGE OF DRIVEWAY AND 1
 GC0620'FOOT EAST OF THE WEST EDGE OF THE SIDE WALK. THE MARK IS A STANDARD
 GC0620'DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALL, SET FLUSH WITH
 GC0620'THE SIDE WALL AND IS STAMPED CLIFTON NO. 1 1959.
 GC0620'
 GC0620'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF A POWER LINE POLE WITH A
 GC0620'SMALL TRANSFORMER ON THE POLE, SET FLUSH WITH THE SURFACE OF
 GC0620'THE GROUND AND IS STAMPED CLIFTON NO. 2 1959.
 GC0620'
 GC0620'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 GC0620'
 GC0620'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 GC0620
 GC0620                          STATION RECOVERY (1960)
 GC0620
 GC0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0620'AT NASHVILLE.
 GC0620'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DOWNTOWN NASHVILLE,
 GC0620'ABOUT 0.1 MILE SOUTH OF THE SOUTH CITY LIMITS, IN THE LAWN OF THE
 GC0620'STEPHEN FOSTER APARTMENTS WHICH IS JUST WEST OF THE INTERSECTION
 GC0620'OF GRANNY WHITE PIKE AND CLIFTON AVENUE AND ON MR. J.E. CRAIN
 GC0620'PROPERTY.  THE STATION MARK IS 78 FT. NORTH OF THE NORTH EDGE OF
 GC0620'PAVED PARKING AREA AND 38 FT. SOUTH OF THE CENTER OF CLIFTON AVENUE,
 GC0620'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 GC0620'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1613 ***********************************************************************
 FD1613  DESIGNATION -  CLIFTON
 FD1613  PID         -  FD1613
 FD1613  STATE/COUNTY-  TN/WAYNE
 FD1613  USGS QUAD   -  CLIFTON (1972)
 FD1613
 FD1613                         *CURRENT SURVEY CONTROL
 FD1613  ___________________________________________________________________
 FD1613* NAD 83(1995)-  35 25 09.88130(N)    087 58 30.20915(W)     ADJUSTED  
 FD1613* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 FD1613  ___________________________________________________________________
 FD1613  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FD1613  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1613
 FD1613  HORZ ORDER  -  SECOND
 FD1613
 FD1613.The horizontal coordinates were established by classical geodetic methods
 FD1613.and adjusted by the National Geodetic Survey in April 1999..
 FD1613
 FD1613.The orthometric height was scaled from a topographic map.
 FD1613
 FD1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1613
 FD1613.The geoid height was determined by GEOID03.
 FD1613
 FD1613;                    North         East     Units Scale Factor Converg.
 FD1613;SPC TN       -   122,309.795   420,642.138   MT  0.99997443   -1 09 22.6
 FD1613;SPC TN       -   401,278.05  1,380,056.75   sFT  0.99997443   -1 09 22.6
 FD1613;UTM  16      - 3,919,992.375   411,479.306   MT  0.99969656   -0 33 54.5
 FD1613
 FD1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1613!SPC TN       -   0.99997145  x   0.99997443  =   0.99994588
 FD1613!UTM  16      -   0.99997145  x   0.99969656  =   0.99966802
 FD1613
 FD1613:                Primary Azimuth Mark                     Grid Az
 FD1613:SPC TN       -  MAYBERRY                                 028 41 47.5
 FD1613:UTM  16      -  MAYBERRY                                 028 06 19.4
 FD1613
 FD1613|---------------------------------------------------------------------|
 FD1613| PID    Reference Object                     Distance      Geod. Az  |
 FD1613|                                                           dddmmss.s |
 FD1613| FD1031 MAYBERRY                            APPROX. 9.3 KM 0273224.9 |
 FD1613| CG5113 CLIFTON RM 1                         22.680 METERS 03853     |
 FD1613| FD1347 CLIFTON AZ MK                                      0801317.7 |
 FD1613| CG5114 CLIFTON RM 2                         23.790 METERS 24739     |
 FD1613|---------------------------------------------------------------------|
 FD1613
 FD1613                          SUPERSEDED SURVEY CONTROL
 FD1613
 FD1613  NAD 83(1995)-  35 25 09.88670(N)    087 58 30.20930(W) AD(       ) 2
 FD1613  NAD 83(1995)-  35 25 09.88697(N)    087 58 30.20984(W) AD(       ) 2
 FD1613  NAD 83(1986)-  35 25 09.89107(N)    087 58 30.20963(W) AD(       ) 2
 FD1613  NAD 27      -  35 25 09.62100(N)    087 58 30.10400(W) AD(       ) 2
 FD1613
 FD1613.Superseded values are not recommended for survey control.
 FD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1613.See file dsdata.txt to determine how the superseded data were derived.
 FD1613
 FD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1147919992(NAD 83)
 FD1613_MARKER: DS = TRIANGULATION STATION DISK
 FD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1613
 FD1613  HISTORY     - Date     Condition        Report By
 FD1613  HISTORY     - 1934     MONUMENTED       CGS
 FD1613  HISTORY     - 1950     GOOD             TVA
 FD1613  HISTORY     - 1962     GOOD             CGS
 FD1613
 FD1613                          STATION DESCRIPTION
 FD1613
 FD1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1613'ABOUT 2.5 MILES NORTH-NORTHEAST OF CLIFTON, ABOUT 0.5 MILE NORTH OF
 FD1613'TENNESSEE RIVER,
 FD1613'IN APPROXIMATE CENTER OF SUMMIT OF HILL, AND 12.4
 FD1613'FEET EAST OF 12-INCH HICKORY TREE
 FD1613'WITH TRIANGULAR BLAZE.  TO REACH
 FD1613'FROM RIVER FRONT AT CLIFTON, FOLLOW LINDEN-CLIFTON
 FD1613'ROAD NORTHEAST 3.8
 FD1613'MILES TO OLD STORE ON LEFT (AL STEELES HOME) AND DIM WAGON ROAD
 FD1613'LEADING TO WEST UP
 FD1613'RIDGE, TURN WEST ONTO OLD AND GO ABOUT 0.7 MILE TO
 FD1613'END OF TRUCK TRAVEL AT BASE OF HILL,
 FD1613'AND CONTINUE ABOUT 0.25 MILE UP
 FD1613'HILL TO HIGHEST POINT OF RIDGE AND STATION.  SURFACE
 FD1613'AND UNDERGROUND
 FD1613'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1613'REFERENCE AND
 FD1613'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FD1613'NO 1 IS ON NORTHEAST
 FD1613'EDGE OF SUMMIT AND 74.41 FEET FROM
 FD1613'STATION N 38 DEG 53 MIN E. NO 2, STAMPED
 FD1613'II, IS ON WEST EDGE
 FD1613'OF SUMMIT AND 78.05 FEET FROM STATION S 67 DEG 39 MIN W.
 FD1613'AZIMUTH MARK IS 8
 FD1613'FEET EAST OF CENTER OF LINDEN-CLIFTON ROAD, 528
 FD1613'FEET NORTH OF HOME OF MR ALTENCUP,
 FD1613'ON TOP OF BANK, 2 FEET WEST OF
 FD1613'FENCE, AND 0.6 MILE FROM STATION N 80 DEG 13 MIN E.
 FD1613
 FD1613                          STATION RECOVERY (1950)
 FD1613
 FD1613'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (MAH)
 FD1613'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED CLIFTON 1934.
 FD1613'STEEL POST WITH
 FD1613'CONTROL MARKER SIGN SET 2 FEET N OF MARK.
 FD1613'
 FD1613'AZIMUTH MARK DESTROYED WHEN NEW ROAD WAS BUILT.  FOUND MARKER LYING
 FD1613'ON SIDE ON ROAD.
 FD1613'
 FD1613'STATION IS LOCATED 4.25 MILES NE OF CLIFTON.
 FD1613
 FD1613                          STATION RECOVERY (1962)
 FD1613
 FD1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1613'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1613'RECOVERED AND FOUND IN
 FD1613'GOOD CONDITION.  A SEARCH WAS MADE TO RECOVER THE DISK FROM
 FD1613'THE DESTROYED AZIMUTH MARK
 FD1613'AS REPORTED BY TVA IN 1950, BUT THE OLD
 FD1613'MARK COULD NOT BE FOUND.
 FD1613'
 FD1613'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1613'
 FD1613'THE MARK IS ON THE PROPERTY OF MR WILLIAM GARDNER, ON TOP OF BEECH
 FD1613'CREEK BLUFF, ABOUT 2.5 MILES
 FD1613'NORTH-NORTHEAST OF CLIFTON, AND OVERLOOKS THE
 FD1613'TENNESSEE RIVER TO THE NORTH AND WEST.
 FD1613'
 FD1613'TO REACH FROM THE POST OFFICE IN CLIFTON, GO NORTH ON STATE ROUTE 114
 FD1613'FOR 0.15 MILE TO WHERE
 FD1613'STATE ROUTE 114 MEETS THE FERRY ACROSS THE TENNESSEE
 FD1613'RIVER AND A PAVED CROSSROAD.
 FD1613'HERE TURN RIGHT ON THE LINDEN-CLIFTON
 FD1613'ROAD AND GO EAST AND NORTH ALONG THE RIVER FOR
 FD1613'3.75 MILES TO A
 FD1613'GRAVELED ROAD LEFT JUST BEFORE COMING TO TWO HOUSES IN THE
 FD1613'NORTHWEST ANGLE,
 FD1613'TURN LEFT, SOUTHWESTERLY, ON THIS GRAVELED ROAD AND GO 0.25
 FD1613'MILE TO A LARGE STOCKPILE
 FD1613'OF CRUSHED ROCK ON THE RIGHT AND THE
 FD1613'TENNESSEE RIVER BLUFF STRAIGHT AHEAD.  HERE
 FD1613'TURN SHARP RIGHT AROUND
 FD1613'THE WEST DISE OF THIS STOCKPILE AND GO IN A GENERALLY
 FD1613'NORTHWEST
 FD1613'DIRECTION ON A WOODS ROAD FOR 0.65 MILE TO A LARGE, BLAZED, OAK TREE
 FD1613'ON THE RIGHT AND
 FD1613'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY
 FD1613'UP A STEEP, HEAVILY WOODED SLOPE
 FD1613'FOR ABOUT 0.2 MILE TO THE HIGHEST
 FD1613'POINT AND THE STATION.  THIS IS ABOUT A 10 MINUTE PACK.
 FD1613'
 FD1613'THE STATION IS 34 FEET WEST OF A 12-INCH, TRIANGLE BLAZED HICKORY
 FD1613'TREE, 17 FEET NORTH OF A
 FD1613'14-INCH, TRIANGLE BLAZED OAK TREE, 11 FEET SOUTHEAST OF AN
 FD1613'18-INCH, TRIANGLE BLAZED
 FD1613'HICKORY TREE, AND 1.0 FOOT SOUTH OF A METAL
 FD1613'WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1613'DISK SET IN THE TOP OF A
 FD1613'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 FD1613'AND THE DISK
 FD1613'IS STAMPED CLIFTON 1934.
 FD1613'
 FD1613'REFERENCE MARK NO 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 17 FEET
 FD1613'SOUTHEAST OF A 14 INCH,
 FD1613'TRIANGLE BLAZED HICKORY TREE AND 8 FEET NORTH OF A
 FD1613'10-INCH, TRIANGLE BLAZED
 FD1613'HICKORY TREE.  IT IS A STANDARD DISK SET IN
 FD1613'THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1613'MONUMENT THAT PROJECTS 6 INCHES
 FD1613'AND THE DISK IS STAMPED CLIFTON NO 1 1934.
 FD1613'
 FD1613'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE HILL, 25 FEET NORTH
 FD1613'OF A 12-INCH,
 FD1613'TRIANGLE BLAZED OAK TREE, 17 FEET SOUTHEAST OF A 12-INCH,
 FD1613'TRIANGLE BLAZED HICKORY
 FD1613'TREE, AND 12 FEET WEST OF A 10-INCH, TRIANGLE
 FD1613'BLAZED HICKORY TREE.  IT IS A STANDARD
 FD1613'DISK SET IN THE TOP OF A
 FD1613'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES
 FD1613'AND THE DISK
 FD1613'IS STAMPED CLIFTON NO II 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0621 ***********************************************************************
 GC0621  DESIGNATION -  CLIFTON RM 1
 GC0621  PID         -  GC0621
 GC0621  STATE/COUNTY-  TN/DAVIDSON
 GC0621  USGS QUAD   -  OAK HILL (1968)
 GC0621
 GC0621                         *CURRENT SURVEY CONTROL
 GC0621  ___________________________________________________________________
 GC0621* NAD 83(1986)-  36 06 50.     (N)    086 47 33.     (W)     SCALED    
 GC0621* NAVD 88     -       170.288  (meters)     558.69   (feet)  ADJUSTED  
 GC0621  ___________________________________________________________________
 GC0621  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0621  DYNAMIC HT  -         170.141 (meters)     558.20  (feet)  COMP
 GC0621  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0621
 GC0621  VERT ORDER  -  SECOND    CLASS 0
 GC0621
 GC0621.The horizontal coordinates were scaled from a topographic map and have
 GC0621.an estimated accuracy of +/- 6 seconds.
 GC0621
 GC0621.The orthometric height was determined by differential leveling
 GC0621.and adjusted by the National Geodetic Survey in June 1991..
 GC0621
 GC0621.The geoid height was determined by GEOID03.
 GC0621
 GC0621.The dynamic height is computed by dividing the NAVD 88
 GC0621.geopotential number by the normal gravity value computed on the
 GC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0621.degrees latitude (g = 980.6199 gals.).
 GC0621
 GC0621.The modeled gravity was interpolated from observed gravity values.
 GC0621
 GC0621;                    North         East    Units  Estimated Accuracy
 GC0621;SPC TN       -   197,840.      528,650.      MT  (+/- 180 meters Scaled)
 GC0621
 GC0621                          SUPERSEDED SURVEY CONTROL
 GC0621
 GC0621  NGVD 29 (??/??/92)  170.309  (m)          558.76   (f) ADJ UNCH    2 0
 GC0621
 GC0621.Superseded values are not recommended for survey control.
 GC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0621.See file dsdata.txt to determine how the superseded data were derived.
 GC0621
 GC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE186966(NAD 83)
 GC0621_MARKER: DR = REFERENCE MARK DISK
 GC0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0621_SP_SET: SIDEWALK
 GC0621_STAMPING: CLIFTON NO 1 1959
 GC0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0621
 GC0621  HISTORY     - Date     Condition        Report By
 GC0621  HISTORY     - 1959     MONUMENTED       CGS
 GC0621  HISTORY     - 1960     GOOD             NGS
 GC0621
 GC0621                          STATION DESCRIPTION
 GC0621
 GC0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0621'AT NASHVILLE.
 GC0621'THIS MARK IS LOCATED AT THE CLIFTON 1959 STATION SITE, 120 FT.
 GC0621'SOUTHWEST OF THE STATION MARK, 25 FT. EAST OF THE NORTHEAST CORNER
 GC0621'OF THE BRICK HOUSE, 2 FT. SOUTH OF THE SOUTH EDGE OF DRIVEWAY AND
 GC0621'1 FT. EAST OF THE WEST EDGE OF THE SIDEWALK, DRILLED IN THE TOP
 GC0621'OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0622 ***********************************************************************
 GC0622  DESIGNATION -  CLIFTON RM 2
 GC0622  PID         -  GC0622
 GC0622  STATE/COUNTY-  TN/DAVIDSON
 GC0622  USGS QUAD   -  OAK HILL (1968)
 GC0622
 GC0622                         *CURRENT SURVEY CONTROL
 GC0622  ___________________________________________________________________
 GC0622* NAD 83(1986)-  36 06 50.     (N)    086 47 33.     (W)     SCALED    
 GC0622* NAVD 88     -       169.995  (meters)     557.73   (feet)  ADJUSTED  
 GC0622  ___________________________________________________________________
 GC0622  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0622  DYNAMIC HT  -         169.849 (meters)     557.25  (feet)  COMP
 GC0622  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0622
 GC0622  VERT ORDER  -  SECOND    CLASS 0
 GC0622
 GC0622.The horizontal coordinates were scaled from a topographic map and have
 GC0622.an estimated accuracy of +/- 6 seconds.
 GC0622
 GC0622.The orthometric height was determined by differential leveling
 GC0622.and adjusted by the National Geodetic Survey in June 1991..
 GC0622
 GC0622.The geoid height was determined by GEOID03.
 GC0622
 GC0622.The dynamic height is computed by dividing the NAVD 88
 GC0622.geopotential number by the normal gravity value computed on the
 GC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0622.degrees latitude (g = 980.6199 gals.).
 GC0622
 GC0622.The modeled gravity was interpolated from observed gravity values.
 GC0622
 GC0622;                    North         East    Units  Estimated Accuracy
 GC0622;SPC TN       -   197,840.      528,650.      MT  (+/- 180 meters Scaled)
 GC0622
 GC0622                          SUPERSEDED SURVEY CONTROL
 GC0622
 GC0622  NGVD 29 (??/??/92)  170.017  (m)          557.80   (f) ADJ UNCH    2 0
 GC0622
 GC0622.Superseded values are not recommended for survey control.
 GC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0622.See file dsdata.txt to determine how the superseded data were derived.
 GC0622
 GC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE186966(NAD 83)
 GC0622_MARKER: DR = REFERENCE MARK DISK
 GC0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0622_STAMPING: CLIFTON NO 2 1959
 GC0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0622+STABILITY: SURFACE MOTION
 GC0622
 GC0622  HISTORY     - Date     Condition        Report By
 GC0622  HISTORY     - 1959     MONUMENTED       CGS
 GC0622  HISTORY     - 1960     GOOD             NGS
 GC0622
 GC0622                          STATION DESCRIPTION
 GC0622
 GC0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0622'AT NASHVILLE.
 GC0622'THIS MARK IS LOCATED AT THE CLIFTON 1959 STATION SITE, 94.4 FT.
 GC0622'NORTHWEST OF THE STATION MARK, AND 2 FT. SOUTH OF A POWER LINE POLE
 GC0622'WITH A SMALL TRANSFORMER ON THE POLE, IN THE TOP OF A CONCRETE
 GC0622'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2080 ***********************************************************************
 GC2080  DESIGNATION -  CLIFTY
 GC2080  PID         -  GC2080
 GC2080  STATE/COUNTY-  TN/MACON
 GC2080  USGS QUAD   -  WESTMORELAND (1979)
 GC2080
 GC2080                         *CURRENT SURVEY CONTROL
 GC2080  ___________________________________________________________________
 GC2080* NAD 83(1995)-  36 32 09.13630(N)    086 08 47.15234(W)     ADJUSTED  
 GC2080* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 GC2080  ___________________________________________________________________
 GC2080  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GC2080  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC2080
 GC2080  HORZ ORDER  -  SECOND
 GC2080
 GC2080.The horizontal coordinates were established by classical geodetic methods
 GC2080.and adjusted by the National Geodetic Survey in April 1999..
 GC2080
 GC2080.The orthometric height was scaled from a topographic map.
 GC2080
 GC2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2080
 GC2080.The geoid height was determined by GEOID03.
 GC2080
 GC2080;                    North         East     Units Scale Factor Converg.
 GC2080;SPC TN       -   244,386.502   586,886.820   MT  1.00002331   -0 05 08.6
 GC2080;SPC TN       -   801,791.38  1,925,477.84   sFT  1.00002331   -0 05 08.6
 GC2080;UTM  16      - 4,043,725.906   576,407.135   MT  0.99967193   +0 30 29.4
 GC2080
 GC2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2080!SPC TN       -   0.99995460  x   1.00002331  =   0.99997791
 GC2080!UTM  16      -   0.99995460  x   0.99967193  =   0.99962654
 GC2080
 GC2080:                Primary Azimuth Mark                     Grid Az
 GC2080:SPC TN       -  LAFAYETTE MUNICIPAL TANK                 095 18 41.9
 GC2080:UTM  16      -  LAFAYETTE MUNICIPAL TANK                 094 43 03.9
 GC2080
 GC2080|---------------------------------------------------------------------|
 GC2080| PID    Reference Object                     Distance      Geod. Az  |
 GC2080|                                                           dddmmss.s |
 GC2080| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX.11.1 KM 0951333.3 |
 GC2080| CG5116 CLIFTY RM 1                          21.699 METERS 10334     |
 GC2080| CG5117 CLIFTY RM 2                          32.985 METERS 20029     |
 GC2080| CG5115 CLIFTY AZ MK                                       2961254.7 |
 GC2080|---------------------------------------------------------------------|
 GC2080
 GC2080                          SUPERSEDED SURVEY CONTROL
 GC2080
 GC2080  NAD 83(1995)-  36 32 09.13669(N)    086 08 47.15302(W) AD(       ) 2
 GC2080  NAD 83(1995)-  36 32 09.14534(N)    086 08 47.15640(W) AD(       ) 2
 GC2080  NAD 83(1986)-  36 32 09.14633(N)    086 08 47.15592(W) AD(       ) 2
 GC2080  NAD 27      -  36 32 08.97900(N)    086 08 47.20700(W) AD(       ) 2
 GC2080
 GC2080.Superseded values are not recommended for survey control.
 GC2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2080.See file dsdata.txt to determine how the superseded data were derived.
 GC2080
 GC2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7640743726(NAD 83)
 GC2080_MARKER: DS = TRIANGULATION STATION DISK
 GC2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2080
 GC2080  HISTORY     - Date     Condition        Report By
 GC2080  HISTORY     - 1950     MONUMENTED       CGS
 GC2080
 GC2080                          STATION DESCRIPTION
 GC2080
 GC2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2080'STATION IS LOCATED 6 MILES NORTHWEST OF LAFAYETTE AND 6 MILES
 GC2080'SOUTHEAST OF WESTMORELAND.  IT IS 62 FEET SOUTHWEST OF THE NORTHWEST
 GC2080'CORNER OF BARN, 35 FEET WEST OF THE SOUTHWEST CORNER OF BARN, 22 FEET
 GC2080'NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET NORTHEAST OF A
 GC2080'FENCELINE AND 8 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GC2080'PROJECTS 2 INCHES AND THE DISK IS STAMPED CLIFTY 1950.
 GC2080'
 GC2080'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 GC2080'20 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BARN, 13 FEET NORTH OF
 GC2080'A FENCELINE AND 1 FOOT NORTH OF A FENCELINE. THE MARK IS FLUSH AND
 GC2080'THE DISK IS STAMPED CLIFTY NO 1 1950.
 GC2080'
 GC2080'REFERENCE MARK NO. 2 IS 98 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 GC2080'44 FEET SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE AND 1 FOOT
 GC2080'EAST OF THE NORTHEAST CORNER OF A SMALL FRAME BUILDING. THE MARK
 GC2080'PROJECTS 4 INCHES AND THE DISK IS STAMPED CIFTY NO 2 1950.
 GC2080'
 GC2080'AZIMUTH MARK IS 11 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND 2 FEET
 GC2080'WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 8 INCHES AND
 GC2080'THE DISK IS STAMPED CLIFTY 1950.
 GC2080'
 GC2080'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE MACON COUNTY
 GC2080'COURT HOUSE SQUARE IN LAFAYETTE, GO WEST ON STATE HIGHWAY NO. 52
 GC2080'FOR 8.9 MILES TO A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO
 GC2080'NORTH FOR 0.45 MILE TO A GRAVEL T-ROAD RIGHT, CONTINUE NORTH ON
 GC2080'GRAVEL ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2080'
 GC2080'TO REACH THE AZIMUTH MARK FROM THE STATION. GO SOUTH ON GRAVEL ROAD
 GC2080'FOR 0.4 MILE TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO 0.5 TO A
 GC2080'FORK IN ROAD. TAKE RIGHT FORK AND GO 0.5 MILE TO THE AZIMUTH MARK ON
 GC2080'THE RIGHT.
 GC2080'
 GC2080'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2603 ***********************************************************************
 GB2603  DESIGNATION -  CLIMB
 GB2603  PID         -  GB2603
 GB2603  STATE/COUNTY-  TN/MORGAN
 GB2603  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2603
 GB2603                         *CURRENT SURVEY CONTROL
 GB2603  ___________________________________________________________________
 GB2603* NAD 83(1995)-  36 08 12.50127(N)    084 37 37.46827(W)     ADJUSTED  
 GB2603* NAVD 88     -       338.7    (meters)    1111.     (feet)  VERTCON   
 GB2603  ___________________________________________________________________
 GB2603  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GB2603  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GB2603
 GB2603  HORZ ORDER  -  SECOND
 GB2603
 GB2603.The horizontal coordinates were established by classical geodetic methods
 GB2603.and adjusted by the National Geodetic Survey in April 1999..
 GB2603
 GB2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2603
 GB2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2603
 GB2603.The geoid height was determined by GEOID03.
 GB2603
 GB2603;                    North         East     Units Scale Factor Converg.
 GB2603;SPC TN       -   200,961.533   723,565.160   MT  0.99996232   +0 48 13.6
 GB2603;SPC TN       -   659,321.30  2,373,896.70   sFT  0.99996232   +0 48 13.6
 GB2603;UTM  16      - 4,001,730.634   713,514.888   MT  1.00016175   +1 23 59.6
 GB2603
 GB2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2603!SPC TN       -   0.99995144  x   0.99996232  =   0.99991376
 GB2603!UTM  16      -   0.99995144  x   1.00016175  =   1.00011318
 GB2603
 GB2603|---------------------------------------------------------------------|
 GB2603| PID    Reference Object                     Distance      Geod. Az  |
 GB2603|                                                           dddmmss.s |
 GB2603| DB9039 CLIMB RM 1                            8.950 METERS 19601     |
 GB2603| DB9040 CLIMB RM 2                            9.387 METERS 25347     |
 GB2603| DB9038 CLIMB AZ MK                                        3221815.6 |
 GB2603|---------------------------------------------------------------------|
 GB2603
 GB2603                          SUPERSEDED SURVEY CONTROL
 GB2603
 GB2603  NAD 83(1995)-  36 08 12.50641(N)    084 37 37.46932(W) AD(       ) 2
 GB2603  NAD 83(1995)-  36 08 12.50881(N)    084 37 37.47156(W) AD(       ) 2
 GB2603  NAD 83(1986)-  36 08 12.51240(N)    084 37 37.46842(W) AD(       ) 2
 GB2603  NAD 27      -  36 08 12.23977(N)    084 37 37.67512(W) AD(       ) 2
 GB2603  NGVD 29 (07/19/86)  338.8    (m)         1112.     (f) VERT ANG       
 GB2603
 GB2603.Superseded values are not recommended for survey control.
 GB2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2603.See file dsdata.txt to determine how the superseded data were derived.
 GB2603
 GB2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1351501731(NAD 83)
 GB2603_MARKER: DD = SURVEY DISK
 GB2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2603
 GB2603  HISTORY     - Date     Condition        Report By
 GB2603  HISTORY     - 1965     MONUMENTED       TNHD
 GB2603
 GB2603                          STATION DESCRIPTION
 GB2603
 GB2603'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2603'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF WARTBURG.
 GB2603'
 GB2603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2603'ROUTE 62 IN WARTBURG, GO 3.7 MILES NORTHERLY ON U.S. HIGHWAY 27 TO
 GB2603'THE BANK OF A HIGHWAY CUT AND THE STATION ON THE RIGHT ABOUT 200 FEET
 GB2603'NORTHEAST OF THE HIGHWAY.
 GB2603'
 GB2603'THE STATION IS AT THE WEST EDGE OF A RIGHT-OF-WAY CLEARING, 25 FEET
 GB2603'NORTHEAST OF A 13-INCH PINE TREE AND 1.5 FEET SOUTHWEST OF A
 GB2603'WITNESS POST AND SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB2603'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2603'CLIMB 1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2603'SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2603'FLUSH, CONCRETE MONUMENT.
 GB2603'
 GB2603'REFERENCE MARK NO. 1 IS 17 FEET SOUTHEAST OF A 13-INCH PINE TREE AND
 GB2603'12 FEET NORTHEAST OF AN 8-INCH OAK TREE.  IT IS A STANDARD
 GB2603'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2603'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CLIMB RM-1
 GB2603'1965.
 GB2603'
 GB2603'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF THE WEST EDGE OF THE
 GB2603'RIGHT-OF-WAY CLEARING AND 11 FEET NORTHWEST OF A 13-INCH PINE
 GB2603'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB2603'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2603'IS STAMPED CLIMB RM-2 1965.
 GB2603'
 GB2603'THE AZIMUTH MARK IS 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2603'U.S. HIGHWAY 27 AND 9 FEET WEST OF A TELEPHONE POLE WITH A WITNESS
 GB2603'SIGN ATTACHED.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2603'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE
 GB2603'CULVERT AND THE DISK IS STAMPED CLIMB AZI 1965.
 GB2603'
 GB2603'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 GB2603'U.S. HIGHWAY 27 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS
 GB2603'DESCRIBED.
 GB2603'
 GB2603'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2603'
 GB2603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3542 ***********************************************************************
 GA3542  DESIGNATION -  CLINCH RESET
 GA3542  PID         -  GA3542
 GA3542  STATE/COUNTY-  TN/UNION
 GA3542  USGS QUAD   -  LUTTRELL (1988)
 GA3542
 GA3542                         *CURRENT SURVEY CONTROL
 GA3542  ___________________________________________________________________
 GA3542* NAD 83(1995)-  36 10 32.78407(N)    083 43 28.24183(W)     ADJUSTED  
 GA3542* NAVD 88     -       709.3    (meters)    2327.     (feet)  VERTCON   
 GA3542  ___________________________________________________________________
 GA3542  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GA3542  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA3542
 GA3542  HORZ ORDER  -  FIRST
 GA3542
 GA3542.The horizontal coordinates were established by classical geodetic methods
 GA3542.and adjusted by the National Geodetic Survey in April 1999..
 GA3542
 GA3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3542
 GA3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3542
 GA3542.The geoid height was determined by GEOID03.
 GA3542
 GA3542;                    North         East     Units Scale Factor Converg.
 GA3542;SPC TN       -   206,798.187   804,684.793   MT  0.99996613   +1 19 55.8
 GA3542;SPC TN       -   678,470.39  2,640,036.69   sFT  0.99996613   +1 19 55.8
 GA3542;UTM  17      - 4,006,884.923   254,964.078   MT  1.00033987   -1 36 32.3
 GA3542
 GA3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3542!SPC TN       -   0.99989352  x   0.99996613  =   0.99985966
 GA3542!UTM  17      -   0.99989352  x   1.00033987  =   1.00023336
 GA3542
 GA3542|---------------------------------------------------------------------|
 GA3542| PID    Reference Object                     Distance      Geod. Az  |
 GA3542|                                                           dddmmss.s |
 GA3542| DB9042 CLINCH RM 1                           7.943 METERS 13603     |
 GA3542| DB9044 CLINCH RM 3                           7.944 METERS 13603     |
 GA3542| GA3541 BLAINE TV STATION WBIR MAST         APPROX. 4.5 KM 1795522.1 |
 GA3542| DB9043 CLINCH RM 2                           5.199 METERS 20216     |
 GA3542| DB9041 CLINCH AZ MK                                       3174333.1 |
 GA3542|---------------------------------------------------------------------|
 GA3542
 GA3542                          SUPERSEDED SURVEY CONTROL
 GA3542
 GA3542  NAD 83(1995)-  36 10 32.78857(N)    083 43 28.24420(W) AD(       ) 1
 GA3542  NAD 83(1995)-  36 10 32.79035(N)    083 43 28.24234(W) AD(       ) 1
 GA3542  NAD 83(1995)-  36 10 32.79087(N)    083 43 28.24275(W) AD(       ) 1
 GA3542  NAD 83(1986)-  36 10 32.79499(N)    083 43 28.24204(W) AD(       ) 1
 GA3542  NAD 27      -  36 10 32.49400(N)    083 43 28.58600(W) AD(       ) 1
 GA3542  NGVD 29 (07/19/86)  709.4    (m)         2327.     (f) VERT ANG       
 GA3542
 GA3542.Superseded values are not recommended for survey control.
 GA3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3542.See file dsdata.txt to determine how the superseded data were derived.
 GA3542
 GA3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5496406885(NAD 83)
 GA3542
 GA3542  HISTORY     - Date     Condition        Report By
 GA3542  HISTORY     - 1934     MONUMENTED       CGS
 GA3542  HISTORY     - 1934     GOOD             CGS
 GA3542  HISTORY     - 1935     GOOD             CGS
 GA3542  HISTORY     - 1949     GOOD             TVA
 GA3542  HISTORY     - 1964     GOOD             TNHD
 GA3542
 GA3542                          STATION DESCRIPTION
 GA3542
 GA3542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA3542'ABOUT 3 MILES NORTHEAST OF CORYTON, ABOUT 2 MILES SOUTHEAST
 GA3542'OF LUTTRELL, AND ABOUT 2 MILES
 GA3542'NORTHWEST OF BLAINE, AND ON TOP OF HIGHER AND MORE NORTHERLY OF TWO
 GA3542'POINTS AT
 GA3542'SOUTHWESTERN TERMINUS OF CLINCH FOUNTAINS.  TO REACH FROM
 GA3542'JUNCTION OF ROUTES 11W AND
 GA3542'92 IN RUTLEDGE, GO SOUTH 12 MILES ON ROUTE
 GA3542'11W TO SIGN ON LEFT (EAST) LEAS LAKE (WHICH
 GA3542'IS 1.7 MILES NORTH OF
 GA3542'BLAINE ON ROUTE 11W), TURN RIGHT (WEST) ONTO LEAS LAKE ROAD AND
 GA3542'GO 1 MILE TO DIM
 GA3542'T-ROAD ON LEFT AT TRIANGLE-BLAZED TREE, TURN LEFT AND
 GA3542'FOLLOW NARROW DIRT ROAD 0.35
 GA3542'MILE TO STREAM WHERE ROAD ENDS, THENCE
 GA3542'ON FOOT BY PATH ACROSS STREAM AND TO LEFT ABOUT
 GA3542'100 YARDS TO SPRING,
 GA3542'KEEP RIGHT-HAND PATH HERE WHICH BEARS IMMEDIATELY TO LEFT,
 GA3542'CONTINUE 150
 GA3542'YARDS AND TAKE RIGHT FORK UP DIVIDE, PROCEED 1-1/2 MILES TO
 GA3542'WATERFALL, ALONG MOST
 GA3542'PROMINENT PATH, TO TOP OF RIDGE.  STATION SITE
 GA3542'CAN BE SEEN ABOUT 700 YARDS DISTANT
 GA3542'DIRECTLY WEST ALONG TOP OF RIDGE.
 GA3542'SURFACE MARK WAS DRILL HOLE AT INTERSECTION OF
 GA3542'NORTH-AND-SOUTH AND
 GA3542'EAST-AND-WEST GROOVES CUT IN LARGE HEAVY STONE SET FIRMLY IN
 GA3542'GROUND WITH TOP
 GA3542'PROJECTING JUST ABOVE SURFACE.  THREE REFERENCE MARKS WERE
 GA3542'DRILL DOLES IN ROCKS IN SITU
 GA3542'WITH ARROWS POINTING TOWARD STATION.
 GA3542'NO.  1 WAS 26 FEET 8 INCHES FROM STATION.
 GA3542'NO.  2, 17 FEET 4 INCHES, AND NO. 3,
 GA3542'21 FEET 9
 GA3542'INCHES, N 87 DEG 25 MIN W. IN 1930 STANDARD DISKS WERE
 GA3542'SET IN DRILL HOLES OF
 GA3542'STATION SURFACE MARK AND REFERENCE MARKS NOS.
 GA3542'1 AND 2.  IN 1934 REFERENCE MARK TIES
 GA3542'WERE REMEASURED AND DESCRIBED
 GA3542'AS FOLLOWS-REFERENCE MARK NO.  1 IS STANDARD DISK IN
 GA3542'CONCRETE IN TOP
 GA3542'OF ROCK 4 FEET BY 3 FEET PROJECTION 8 INCHES ABOVE GROUND, ON TOP OF
 GA3542'RIDGE, ABOUT SAME
 GA3542'ELEVATION AS STATION, AND 26.06 FEET FROM STATION. NO. 2
 GA3542'NO. 2 IS STANDARD DISK IN CONCRETE IN
 GA3542'OUTCROPPING ROCK 2 FEET BY 3 FEET, PROJECTING 2-1/2
 GA3542'FEET AVOVE GROUND
 GA3542'ON LOWER SIDE AND 3 INCHES ON UPPER SIDE, ON EDGE OF CLIFF, 24.82
 GA3542'FEET FROM
 GA3542'REFERENCE MARK NO. 1, AND 17.05 FEET FROM STATION.
 GA3542'AZIMUTH MARK ESTABLISHED IN 1934 IS STANDARD
 GA3542'REFERENCE DISK IN CONCRETE IN LARGE
 GA3542'OUTCROPPING ROCK ABOUT 2 FEET BY
 GA3542'8 FEET PROJECTING 4 FEET ABOVE GROUND, ON WEST END OF
 GA3542'SAME KNOB AS
 GA3542'STATION, 3 FEET NORTH-NORTHEAST OF 12-INCH PINE TREE, AND 50 YARDS
 GA3542'FROM STATION.
 GA3542
 GA3542                          STATION RECOVERY (1935)
 GA3542
 GA3542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GA3542'THE STATION AND ALL REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 GA3542'IN FAIR CONDITION
 GA3542'AS FOLLOWS.
 GA3542'
 GA3542'THE STATION IS ON THE TOP OF THE HIGHER AND MORE NORTHERLY ONE OF TWO
 GA3542'PEAKS AT THE
 GA3542'SOUTHWESTERN TERMINUS OF THE CLINCH MOUNTAIN RANGE,
 GA3542'WHICH RUNS NE FROM HERE INTO
 GA3542'VIRGINIA.  IT IS ABOUT 3 MILES NE OF
 GA3542'CORRYTON.
 GA3542'
 GA3542'THE STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE, IS IN THE
 GA3542'TOP OF A FLAT ROCK
 GA3542'WHICH IS FLUSH WITH THE GROUND.  THE DISK IS SET
 GA3542'ABOUT 1/2 INCH ABOVE THE ROCK.
 GA3542'
 GA3542'REFERENCE MARK NO. 1 IS ESE OF THE STATION, ON TOP OF THE RIDGE AND
 GA3542'ABOUT THE SAME
 GA3542'ELEVATION AS THE STATION.  IT IS SET IN THE TOP OF A
 GA3542'4-BY 3-FOOT ROCK OUTCROP, WHICH
 GA3542'PROJECTS ABOUT 8 INCHES ABOVE THE
 GA3542'SURFACE.  IT IS 24.82 FEET DISTANT FROM REFERENCE
 GA3542'MARK NO.2.  THE
 GA3542'DISK IS SET ABOUT 1/2 INCH ABOVE THE ROCK.
 GA3542'
 GA3542'REFERENCE MARK NO. 2 IS S OF THE STATION ON EDGE OF CLIFF IN A 2- BY
 GA3542'3-FOOT ROCK
 GA3542'OUTCROP WHICH PROJECTS ABOUT 2-1/2 FEET ON THE LOWER SIDE
 GA3542'AND ABOUT 3 INCHES ON THE
 GA3542'UPPER SIDE TOWARD THE STATION.  THE DISK IS
 GA3542'SET ABOUY 1/2 INCH ABOVE THE ROCK.
 GA3542'
 GA3542'AZIMUTH MARK IS WNW OF THE STATION AT THE W END OF THE KNOB ON WHICH
 GA3542'THE STATION IS
 GA3542'LOCATED.  IT IS A STANDARD DISK SET IN CONCRETE IN THE
 GA3542'TOP OF A LARGE OUTCROPPING ROCK,
 GA3542'WHICH PROJECTS ABOUT 4 FEET AND IS 2
 GA3542'FEET BY 8 FEET, THE LONGEST DIMENSION RUNNING N AND
 GA3542'S.  IT IS 3 FEET
 GA3542'NNE OF A 12-INCH PINE TREE.
 GA3542'
 GA3542'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 11W AND 11E,
 GA3542'ABOUT 5 MILES E OF
 GA3542'THE CENTER OF TOWN, IN KNOXVILLE, GO NE ON ROUTE
 GA3542'11W FOR ABOUT 14 MILES TO ITS
 GA3542'INTERSECTION WITH STATE ROUTE 61 IN
 GA3542'BLAINE.  TURN LEFT ON ROUTE 61 FOR 2.2 MILES TO
 GA3542'CROSS ROAD.  TURN
 GA3542'RIGHT WITH ROUTE 61 AND CONTINUE FOR ABOUT 1.0 MILE TO A T-LANE
 GA3542'LEADING INTO
 GA3542'MR.  C.  C.  DEVAULTS HOUSE.  TURN RIGHT INTO LANE AND
 GA3542'GO 0.3 MILE TO MR.  DEVAULTS
 GA3542'HOUSE AND END OF TRUCK TRAVEL.  FROM
 GA3542'HERE TAKE TRAIL UP HOLLOW TO E FOR ABOUT 300
 GA3542'YARDS.  TURN RIGHT DOWN
 GA3542'HILL ON VERY DIM TRAIL VIA SPRING, THENCE UP SIDE OF RIDGE TO
 GA3542'GAP.  TURN LEFT
 GA3542'ALONG TOP OF RIDGE, WHICH BEARS TO LEFT IN LARGE
 GA3542'SEMI-CIRCLE, TO THE HIGHEST
 GA3542'POINT AND STATION.  TOTAL WALK ABOUT 1
 GA3542'3/4 MILES.
 GA3542'
 GA3542'NOTE-THE ABOVE DISTANCES AND DIRECTIONS WERE MEASURED AT A PREVIOUS
 GA3542'OCCUPATION.
 GA3542'
 GA3542'A 4-FOOT INSTRUMENT STAND WAS USED AND WILL CLEAR ALL LINES.
 GA3542
 GA3542                          STATION RECOVERY (1949)
 GA3542
 GA3542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA3542'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON TOP OF HIGHER AND
 GA3542'MORE NORTHERLY OF
 GA3542'TWO POINTS AT SOUTHWESTERN TERMINUS OF CLINCH
 GA3542'MOUNTAIN KNOWN AS SIGNAL POINT.  TO
 GA3542'REACH FROM JUNCTION OF ROUTES U.
 GA3542'S.  HWY 11W AND TENN.  STATE HWY 61 AT BLAINE, GO W ON
 GA3542'HWY 61 2.08
 GA3542'MILES TO CROSSROADS WHERE HWY 61 TURNS NORTH, STILL FOLLOWING HWY 61,
 GA3542'GO N 1.32 MILES TO
 GA3542'INTERSECTION OF HWY 61 AND FARM ROAD TO THE EAST
 GA3542'(0.45 MI.  N OF UNION-KNOX CO.
 GA3542'LINE), THENCE 0.27 MILE E ON FARM
 GA3542'ROAD TO END OF ROAD AT FARM HOUSE, THENCE E BY
 GA3542'FOOT 0.8 MILE ON OLD
 GA3542'WAGON ROAD ON RIGHT BANK OF BRANCH (ROAD CAN BE DRIVEN OVER WITH
 GA3542'A JEEP) TO END
 GA3542'OF ROAD, CONTINUE IN AN EASTERLY DIRECTION FOR 0.05 MILE
 GA3542'TO DRAIN, TURN LEFT (NORTHERLY
 GA3542'DIRECTION) AND GO 0.33 MILE UP THE
 GA3542'DRAIN TO FOOT PATH ON TOP OF RIDGE, TURN LEFT
 GA3542'(WESTERLY DIRECTION)
 GA3542'AND GO BY THE FOOT PATH 0.3 MILE TO STATION SITE.  STATION IS A
 GA3542'STANDARD
 GA3542'USC AND GS BRONZE TABLET IN ROCK OUTCROP WHOSE TOP JUST PROJECTS
 GA3542'ABOVE SURFACE.
 GA3542'
 GA3542'REFERENCE MARK NO. 1 BRONZE DISK HAS BEEN DESTROYED, BUT HOLE (0.06
 GA3542'FOOT DOWN) WHERE
 GA3542'DISK WAS, RECOVERED.  DISTANCE TO STATION FROM HOLE
 GA3542'IS 25.97 FEET (LEVEL).
 GA3542'
 GA3542'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.  DISTANCE TO DRILL
 GA3542'HOLE (RM NO.  1)
 GA3542'IS 24.67 FEET (LEVEL AND DISTANCE TO STATION WAS
 GA3542'FOUND TO BE 17.11 FEET (LEVEL).
 GA3542'
 GA3542'REFERENCE MARK NO.  3 WAS DESTROYED DUE TO WEATHERING, DRILL HOLE
 GA3542'DESTROYED.
 GA3542'
 GA3542'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  DISTANCE FROM STATION IS
 GA3542'100.03 FEET
 GA3542'(LEVEL).
 GA3542
 GA3542                          STATION RECOVERY (1964)
 GA3542
 GA3542'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3542'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK RECOVERED
 GA3542'IN GOOD CONDITION.
 GA3542'THE DISK HAD BEEN REMOVED FROM THE DRILLED HOLE AT
 GA3542'REFERENCE MARK NO.  1.  REFERENCE
 GA3542'MARK NO.  3 WAS SET IN THE
 GA3542'REFERENCE MARK NO.  1 DRILLED HOLE AND THE DISTANCE
 GA3542'WAS CHECKED.  A
 GA3542'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3542'
 GA3542'THE STATION IS LOCATED ON TOP OF THE HIGHEST AND MOST NORTHWESTERLY
 GA3542'OF TWO PEAKS AT THE
 GA3542'SOUTHWEST TERMINUS OF CLINCH MOUNTAIN, ABOUT 10 MILES
 GA3542'NORTHEAST OF KNOXVILLE AND ON
 GA3542'THE PROPERTY OF MR.  CHARLES WAYLAND OF
 GA3542'KNOXVILLE.
 GA3542'
 GA3542'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND U. S.
 GA3542'HIGHWAY 11W AT BLAINE,
 GA3542'WHICH IS ABOUT 14 MILES NORTHEAST OF KNOXVILLE, GO
 GA3542'NORTHEAST ON U.S.  HIGHWAY 11W
 GA3542'FOR 1.9 MILES TO A SIDE ROAD ON THE
 GA3542'LEFT, TURN LEFT ON A GRAVELED ROAD AND GO 0.95
 GA3542'MILE TO A PRIVATE
 GA3542'DRIVE ON THE LEFT AND A SIGN GAME RESERVE, TURN LEFT AND GOGO
 GA3542'0.75 MILE TO
 GA3542'THE HOME OF HOY BENNETT, TURN LEFT, CROSSING A DAM AND GO 0.7
 GA3542'MILE TO A SMALL LOG CABIN
 GA3542'ON THE RIGHT, HERE PACK UP A TRACK ROAD FOR
 GA3542'15 MINUTES TO A SIDE ROAD ON THE RIGHT, TURN
 GA3542'RIGHT AND PACK 30
 GA3542'MINUTES TO A SADDLE AND THE END OF THE TRACK ROAD, THIS MAY BE
 GA3542'DRIVEN WITH A
 GA3542'4-WHEEL DRIVE VEHICLE IN DRY WEATHER, PACK NORTHWEST OVER THE
 GA3542'FIRST PEAK THEN ACROSS A
 GA3542'SADDLE AND UP THE SECOND PEAK TO THE SUMMIT
 GA3542'AND THE STATION.
 GA3542'
 GA3542'THE STATION IS A STANDARD TRIANGULATION DISK CEMENTED IN A DRILLED
 GA3542'HOLE IN A BURIED BOULDER
 GA3542'WHICH IS FLUSH. THE DISK IS STAMPED CLINCH
 GA3542'1930.
 GA3542'
 GA3542'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  IT IS A STANDARD
 GA3542'REFERENCE MARK DISK
 GA3542'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS ABOUT 30
 GA3542'INCHES. THE
 GA3542'DISK IS STAMPED CLINCH NO 2 1930.
 GA3542'
 GA3542'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST AND THE SAME ELEVATION OF THE
 GA3542'STATION.  IT IS A STANDARD
 GA3542'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GA3542'DRILLED HOLE IN A 4 BY 4 FOOT ROCK
 GA3542'OUTCROP WHICH PROJECTS ABOUT 10
 GA3542'INCHES.  THE DISK IS STAMPED CLINCH NO 3 1930 1964.
 GA3542'
 GA3542'THE AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION AND AT THE
 GA3542'NORTHWEST END OF THE PEAK.
 GA3542'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILLED
 GA3542'HOLE IN A BOULDER WHICH
 GA3542'PROJECTS ABOUT 4 FEET. THE DISK
 GA3542'IS STAMPED CLINCH AZI 1934.
 GA3542'
 GA3542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR ABOUT
 GA3542'100 FEET TO THE AZIMUTH
 GA3542'MARK IN A BOULDER.
 GA3542'
 GA3542'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0724 ***********************************************************************
 FC0724  DESIGNATION -  CLINCH RIVER
 FC0724  PID         -  FC0724
 FC0724  STATE/COUNTY-  TN/ROANE
 FC0724  USGS QUAD   -  HARRIMAN (1980)
 FC0724
 FC0724                         *CURRENT SURVEY CONTROL
 FC0724  ___________________________________________________________________
 FC0724* NAD 83(1986)-  35 53 18.     (N)    084 31 40.     (W)     SCALED    
 FC0724* NAVD 88     -       237.376  (meters)     778.79   (feet)  ADJUSTED  
 FC0724  ___________________________________________________________________
 FC0724  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0724  DYNAMIC HT  -         237.156 (meters)     778.07  (feet)  COMP
 FC0724  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FC0724
 FC0724  VERT ORDER  -  SECOND    CLASS 0
 FC0724
 FC0724.The horizontal coordinates were scaled from a topographic map and have
 FC0724.an estimated accuracy of +/- 6 seconds.
 FC0724
 FC0724.The orthometric height was determined by differential leveling
 FC0724.and adjusted by the National Geodetic Survey in June 1991..
 FC0724
 FC0724.The geoid height was determined by GEOID03.
 FC0724
 FC0724.The dynamic height is computed by dividing the NAVD 88
 FC0724.geopotential number by the normal gravity value computed on the
 FC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0724.degrees latitude (g = 980.6199 gals.).
 FC0724
 FC0724.The modeled gravity was interpolated from observed gravity values.
 FC0724
 FC0724;                    North         East    Units  Estimated Accuracy
 FC0724;SPC TN       -   173,530.      732,920.      MT  (+/- 180 meters Scaled)
 FC0724
 FC0724                          SUPERSEDED SURVEY CONTROL
 FC0724
 FC0724  NGVD 29 (??/??/92)  237.485  (m)          779.15   (f) ADJ UNCH    2 0
 FC0724
 FC0724.Superseded values are not recommended for survey control.
 FC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0724.See file dsdata.txt to determine how the superseded data were derived.
 FC0724
 FC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE231743(NAD 83)
 FC0724_MARKER: DD = SURVEY DISK
 FC0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0724_SP_SET: PIER BRIDGE
 FC0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0724
 FC0724  HISTORY     - Date     Condition        Report By
 FC0724  HISTORY     - UNK      MONUMENTED       DOD
 FC0724  HISTORY     - 1960     GOOD             NGS
 FC0724
 FC0724                          STATION DESCRIPTION
 FC0724
 FC0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0724'2.1 MI NW FROM KINGSTON.
 FC0724'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0724'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY 40,
 FC0724'THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 0.25 MILE NORTHWEST ON
 FC0724'U.S. HIGHWAY 70 TO THE WEST END OF A BRIDGE OVER THE CLINCH RIVER.
 FC0724'THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0724'FIRST PIER EAST OF THE WEST ABUTMENT, 1 FT. SOUTH OF THE SOUTH
 FC0724'EDGE OF A STEEL TRUSS, AND ABOUT 7 FT. BELOW THE LEVEL OF THE
 FC0724'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0775 ***********************************************************************
 GB0775  DESIGNATION -  CLINT
 GB0775  PID         -  GB0775
 GB0775  STATE/COUNTY-  TN/ANDERSON
 GB0775  USGS QUAD   -  POWELL (1976)
 GB0775
 GB0775                         *CURRENT SURVEY CONTROL
 GB0775  ___________________________________________________________________
 GB0775* NAD 83(1995)-  36 06 46.54924(N)    084 07 08.58822(W)     ADJUSTED  
 GB0775* NAVD 88     -       262.004  (meters)     859.59   (feet)  ADJUSTED  
 GB0775  ___________________________________________________________________
 GB0775  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GB0775  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0775  DYNAMIC HT  -         261.765 (meters)     858.81  (feet)  COMP
 GB0775  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GB0775
 GB0775  HORZ ORDER  -  SECOND
 GB0775  VERT ORDER  -  SECOND    CLASS 0
 GB0775
 GB0775.The horizontal coordinates were established by classical geodetic methods
 GB0775.and adjusted by the National Geodetic Survey in April 1999..
 GB0775
 GB0775.The orthometric height was determined by differential leveling
 GB0775.and adjusted by the National Geodetic Survey in June 1991..
 GB0775
 GB0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0775
 GB0775.The geoid height was determined by GEOID03.
 GB0775
 GB0775.The dynamic height is computed by dividing the NAVD 88
 GB0775.geopotential number by the normal gravity value computed on the
 GB0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0775.degrees latitude (g = 980.6199 gals.).
 GB0775
 GB0775.The modeled gravity was interpolated from observed gravity values.
 GB0775
 GB0775;                    North         East     Units Scale Factor Converg.
 GB0775;SPC TN       -   199,072.934   769,333.894   MT  0.99996021   +1 06 04.3
 GB0775;SPC TN       -   653,125.12  2,524,056.28   sFT  0.99996021   +1 06 04.3
 GB0775;UTM  16      - 4,000,318.514   759,315.907   MT  1.00042864   +1 41 56.1
 GB0775
 GB0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0775!SPC TN       -   0.99996367  x   0.99996021  =   0.99992388
 GB0775!UTM  16      -   0.99996367  x   1.00042864  =   1.00039230
 GB0775
 GB0775|---------------------------------------------------------------------|
 GB0775| PID    Reference Object                     Distance      Geod. Az  |
 GB0775|                                                           dddmmss.s |
 GB0775| GB0774 CLINT RM 1                            5.887 METERS 13315     |
 GB0775| GB2553 RIDE                                APPROX. 1.6 KM 2663728.5 |
 GB0775| GB0773 CLINT AZ MK                                        3081055.8 |
 GB0775| GB0776 CLINT RM 2                            5.302 METERS 31103     |
 GB0775|---------------------------------------------------------------------|
 GB0775
 GB0775                          SUPERSEDED SURVEY CONTROL
 GB0775
 GB0775  NAD 83(1995)-  36 06 46.55348(N)    084 07 08.59067(W) AD(       ) 2
 GB0775  NAD 83(1995)-  36 06 46.55354(N)    084 07 08.58987(W) AD(       ) 2
 GB0775  NAD 83(1986)-  36 06 46.56055(N)    084 07 08.58645(W) AD(       ) 2
 GB0775  NAD 27      -  36 06 46.27658(N)    084 07 08.88361(W) AD(       ) 2
 GB0775  NGVD 29 (??/??/92)  262.138  (m)          860.03   (f) ADJ UNCH    2 0
 GB0775
 GB0775.Superseded values are not recommended for survey control.
 GB0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0775.See file dsdata.txt to determine how the superseded data were derived.
 GB0775
 GB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5931600319(NAD 83)
 GB0775_MARKER: DD = SURVEY DISK
 GB0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0775_STAMPING: CLINT 1964
 GB0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0775+STABILITY: SURFACE MOTION
 GB0775
 GB0775  HISTORY     - Date     Condition        Report By
 GB0775  HISTORY     - 1964     MONUMENTED       TNHD
 GB0775  HISTORY     - 1964     GOOD             TNHD
 GB0775  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0775
 GB0775                          STATION DESCRIPTION
 GB0775
 GB0775'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0775'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF DOWNTOWN CLINTON.
 GB0775'
 GB0775'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO SOUTH ON
 GB0775'U.S. HIGHWAY 25W FOR 0.05
 GB0775'MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0775'ONTO STATE ROUTE 61 AND GO 1.0
 GB0775'MILE TO A GRAVELED ROAD ON THE RIGHT,
 GB0775'JUST AFTER PASSING THE CLINTON SANITATION AND
 GB0775'STREET DEPARTMENT
 GB0775'BUILDING, AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 GB0775'0.15 MILE
 GB0775'SOUTHEAST ON THE GRAVELED ROAD TO THE STATION ON THE LEFT .
 GB0775'
 GB0775'THE STATION MARK IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB0775'THE GRAVELED ROAD,
 GB0775'7 FEET SOUTHEAST OF A FENCE POST, 2.3 FEET WEST OF A
 GB0775'WITNESS POST AND 1 FOOT SOUTHWEST
 GB0775'OF A BARB WIRE FENCE.  THE SURFACE
 GB0775'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0775'DEPARTMENT DISKS
 GB0775'AND THE DISKS ARE STAMPED CLINT 1964.  THE UNDERGROUND MARK IS ABOUT
 GB0775'30 INCHES BELOW
 GB0775'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB0775'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0775'
 GB0775'REFERENCE MARK NO. 1 IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0775'OF THE GRAVELED ROAD, 9
 GB0775'FEET NORTHWEST OF A FENCE POST AND 1 FOOT SOUTHWEST
 GB0775'OF THE FENCE.  IT IS A STANDARD
 GB0775'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0775'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB0775'THE DISK IS STAMPED
 GB0775'CLINT RM-1 1964.
 GB0775'
 GB0775'REFERENCE MARK NO. 2 IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0775'OF THE GRAVELED ROAD, 8
 GB0775'FEET SOUTHEAST OF A FENCE POST AND 1 FOOT SOUTHWEST
 GB0775'OF THE FENCE.  IT IS A STANDARD
 GB0775'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0775'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB0775'THE DISK IS STAMPED
 GB0775'CLINT RM-2 1964.
 GB0775'
 GB0775'THE AZIMUTH MARK IS 56 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0775'STATE ROUTE 61, 23 FEET
 GB0775'EAST OF THE CORNER OF A WOVEN FENCE, 17 FEET SOUTHWEST OF
 GB0775'THE APPROXIMATE CENTER OF THE
 GB0775'GRAVELED ROAD, 3 FEET SOUTH OF A POWER
 GB0775'POLE AND 2.1 FEET NORTHEAST OF A WITNESS POST.
 GB0775'IT IS A STANDARD
 GB0775'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0775'CONCRETE
 GB0775'MONUMENT AND THE DISK IS STAMPED CLINT AZI 1964.
 GB0775'
 GB0775'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0775'
 GB0775'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0775
 GB0775                          STATION RECOVERY (1964)
 GB0775
 GB0775'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0775'1.2 MI S FROM CLINTON.
 GB0775'FROM THE POST OFFICE IN CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0775'FOR 0.05 MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0775'ONTO STATE ROUTE 61, AND GO 1.0 MILE TO A GRAVELED ROAD ON
 GB0775'THE RIGHT, JUST AFTER PASSING THE CLINTON SANITATION AND STREET
 GB0775'DEPARTMENT BUILDING, TURN RIGHT ON THE GRAVELED ROAD AND GO
 GB0775'0.15 MILE SOUTHEASTERLY TO THE STATION ON THE LEFT.  THE STATION
 GB0775'MARK IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GB0775'GRAVELED ROAD, 7 FEET SOUTHEAST OF A FENCE POST, 2.3 FEET
 GB0775'WEST OF A METAL WITNESS POST AND SIGN, 1 FOOT SOUTHWEST OF A
 GB0775'BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0775'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0775'MONUMENT, FLUSH WITH THE GROUND.
 GB0775
 GB0775                          STATION RECOVERY (1980)
 GB0775
 GB0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0775'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GB0775'STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AND
 GB0775'ARE ASSUMED DESTROYED BY NEW HOUSING AT THE SITE.  SINCE THE AZIMUTH
 GB0775'MARK IS A BM IT WAS LEFT INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0773 ***********************************************************************
 GB0773  DESIGNATION -  CLINT AZ MK
 GB0773  PID         -  GB0773
 GB0773  STATE/COUNTY-  TN/ANDERSON
 GB0773  USGS QUAD   -  POWELL (1976)
 GB0773
 GB0773                         *CURRENT SURVEY CONTROL
 GB0773  ___________________________________________________________________
 GB0773* NAD 83(1986)-  36 06 49.     (N)    084 07 14.     (W)     SCALED    
 GB0773* NAVD 88     -       258.005  (meters)     846.47   (feet)  ADJUSTED  
 GB0773  ___________________________________________________________________
 GB0773  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0773  DYNAMIC HT  -         257.770 (meters)     845.70  (feet)  COMP
 GB0773  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GB0773
 GB0773  VERT ORDER  -  SECOND    CLASS 0
 GB0773
 GB0773.The horizontal coordinates were scaled from a topographic map and have
 GB0773.an estimated accuracy of +/- 6 seconds.
 GB0773
 GB0773.The orthometric height was determined by differential leveling
 GB0773.and adjusted by the National Geodetic Survey in June 1991..
 GB0773
 GB0773.The geoid height was determined by GEOID03.
 GB0773
 GB0773.The dynamic height is computed by dividing the NAVD 88
 GB0773.geopotential number by the normal gravity value computed on the
 GB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0773.degrees latitude (g = 980.6199 gals.).
 GB0773
 GB0773.The modeled gravity was interpolated from observed gravity values.
 GB0773
 GB0773;                    North         East    Units  Estimated Accuracy
 GB0773;SPC TN       -   199,150.      769,200.      MT  (+/- 180 meters Scaled)
 GB0773
 GB0773                          SUPERSEDED SURVEY CONTROL
 GB0773
 GB0773  NGVD 29 (??/??/??)  258.18   (m)          847.0    (f) RESET       3  
 GB0773
 GB0773.Superseded values are not recommended for survey control.
 GB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0773.See file dsdata.txt to determine how the superseded data were derived.
 GB0773
 GB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF591003(NAD 83)
 GB0773_MARKER: DZ = AZIMUTH MARK DISK
 GB0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0773_STAMPING: CLINT AZI 1964
 GB0773_MARK LOGO: TNHD  
 GB0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0773+STABILITY: SURFACE MOTION
 GB0773
 GB0773  HISTORY     - Date     Condition        Report By
 GB0773  HISTORY     - 1964     MONUMENTED       TNHD
 GB0773
 GB0773                          STATION DESCRIPTION
 GB0773
 GB0773'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0773'1 MI S FROM CLINTON.
 GB0773'FROM THE POST OFFICE IN CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0773'FOR 0.05 MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0773'ONTO STATE ROUTE 61 AND GO SOUTHEASTERLY FOR 1.0 MILE TO A
 GB0773'GRAVELED ROAD ON THE RIGHT, JUST AFTER PASSING THE CLINTON
 GB0773'SANITATION AND STREET DEPARTMENT BUILDING, AND THE AZIMUTH MARK
 GB0773'ON THE RIGHT.  THE AZIMUTH MARK IS 56 FEET SOUTHEAST OF THE
 GB0773'APPROXIMATE CENTER OF STATE ROUTE 61, 23 FEET EAST OF THE
 GB0773'CORNER OF A WIRE FENCE, 17 FEET SOUTHWEST OF THE APPROXIMATE
 GB0773'CENTER OF THE GRAVELED ROAD, 3 FEET SOUTH OF A POWER POLE AND
 GB0773'2.1 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN.  THE MARK IS
 GB0773'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB0773'OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0774 ***********************************************************************
 GB0774  DESIGNATION -  CLINT RM 1
 GB0774  PID         -  GB0774
 GB0774  STATE/COUNTY-  TN/ANDERSON
 GB0774  USGS QUAD   -  POWELL (1976)
 GB0774
 GB0774                         *CURRENT SURVEY CONTROL
 GB0774  ___________________________________________________________________
 GB0774* NAD 83(1986)-  36 06 46.     (N)    084 07 08.     (W)     SCALED    
 GB0774* NAVD 88     -       262.091  (meters)     859.88   (feet)  ADJUSTED  
 GB0774  ___________________________________________________________________
 GB0774  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0774  DYNAMIC HT  -         261.853 (meters)     859.10  (feet)  COMP
 GB0774  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GB0774
 GB0774  VERT ORDER  -  SECOND    CLASS 0
 GB0774
 GB0774.The horizontal coordinates were scaled from a topographic map and have
 GB0774.an estimated accuracy of +/- 6 seconds.
 GB0774
 GB0774.The orthometric height was determined by differential leveling
 GB0774.and adjusted by the National Geodetic Survey in June 1991..
 GB0774
 GB0774.The geoid height was determined by GEOID03.
 GB0774
 GB0774.The dynamic height is computed by dividing the NAVD 88
 GB0774.geopotential number by the normal gravity value computed on the
 GB0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0774.degrees latitude (g = 980.6199 gals.).
 GB0774
 GB0774.The modeled gravity was interpolated from observed gravity values.
 GB0774
 GB0774;                    North         East    Units  Estimated Accuracy
 GB0774;SPC TN       -   199,060.      769,350.      MT  (+/- 180 meters Scaled)
 GB0774
 GB0774                          SUPERSEDED SURVEY CONTROL
 GB0774
 GB0774  NGVD 29 (??/??/92)  262.226  (m)          860.32   (f) ADJ UNCH    2 0
 GB0774
 GB0774.Superseded values are not recommended for survey control.
 GB0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0774.See file dsdata.txt to determine how the superseded data were derived.
 GB0774
 GB0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF593003(NAD 83)
 GB0774_MARKER: DR = REFERENCE MARK DISK
 GB0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0774_STAMPING: CLINT RM-1 1964
 GB0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0774+STABILITY: SURFACE MOTION
 GB0774
 GB0774  HISTORY     - Date     Condition        Report By
 GB0774  HISTORY     - 1964     MONUMENTED       TNHD
 GB0774
 GB0774                          STATION DESCRIPTION
 GB0774
 GB0774'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0774'1.2 MI S FROM CLINTON.
 GB0774'THE MARK IS LOCATED AT THE CLINT 1964 STATION SITE.  THE MARK IS
 GB0774'15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB0774'ROAD, 9 FEET NORTHWEST OF A FENCE POST AND 1 FOOT SOUTHWEST OF
 GB0774'THE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0774'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GB0774'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0776 ***********************************************************************
 GB0776  DESIGNATION -  CLINT RM 2
 GB0776  PID         -  GB0776
 GB0776  STATE/COUNTY-  TN/ANDERSON
 GB0776  USGS QUAD   -  POWELL (1976)
 GB0776
 GB0776                         *CURRENT SURVEY CONTROL
 GB0776  ___________________________________________________________________
 GB0776* NAD 83(1986)-  36 06 46.     (N)    084 07 08.     (W)     SCALED    
 GB0776* NAVD 88     -       261.862  (meters)     859.13   (feet)  ADJUSTED  
 GB0776  ___________________________________________________________________
 GB0776  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0776  DYNAMIC HT  -         261.624 (meters)     858.34  (feet)  COMP
 GB0776  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GB0776
 GB0776  VERT ORDER  -  SECOND    CLASS 0
 GB0776
 GB0776.The horizontal coordinates were scaled from a topographic map and have
 GB0776.an estimated accuracy of +/- 6 seconds.
 GB0776
 GB0776.The orthometric height was determined by differential leveling
 GB0776.and adjusted by the National Geodetic Survey in June 1991..
 GB0776
 GB0776.The geoid height was determined by GEOID03.
 GB0776
 GB0776.The dynamic height is computed by dividing the NAVD 88
 GB0776.geopotential number by the normal gravity value computed on the
 GB0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0776.degrees latitude (g = 980.6199 gals.).
 GB0776
 GB0776.The modeled gravity was interpolated from observed gravity values.
 GB0776
 GB0776;                    North         East    Units  Estimated Accuracy
 GB0776;SPC TN       -   199,060.      769,350.      MT  (+/- 180 meters Scaled)
 GB0776
 GB0776                          SUPERSEDED SURVEY CONTROL
 GB0776
 GB0776  NGVD 29 (??/??/92)  261.996  (m)          859.57   (f) ADJ UNCH    2 0
 GB0776
 GB0776.Superseded values are not recommended for survey control.
 GB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0776.See file dsdata.txt to determine how the superseded data were derived.
 GB0776
 GB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF593003(NAD 83)
 GB0776_MARKER: DR = REFERENCE MARK DISK
 GB0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0776_STAMPING: CLINT RM-2 1964
 GB0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0776+STABILITY: SURFACE MOTION
 GB0776
 GB0776  HISTORY     - Date     Condition        Report By
 GB0776  HISTORY     - 1964     MONUMENTED       TNHD
 GB0776
 GB0776                          STATION DESCRIPTION
 GB0776
 GB0776'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0776'1.2 MI S FROM CLINTON.
 GB0776'THE MARK IS LOCATED AT THE CLINT 1964 STATION SITE.  THE MARK
 GB0776'IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB0776'ROAD, 8 FEET SOUTHEAST OF A FENCE POST AND 1 FOOT SOUTHWEST
 GB0776'OF THE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0776'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GB0776'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2549 ***********************************************************************
 GB2549  DESIGNATION -  CLINTON MAGNET MILLS TANK
 GB2549  PID         -  GB2549
 GB2549  STATE/COUNTY-  TN/ANDERSON
 GB2549  USGS QUAD   -  CLINTON (1990)
 GB2549
 GB2549                         *CURRENT SURVEY CONTROL
 GB2549  ___________________________________________________________________
 GB2549* NAD 83(1995)-  36 06 01.13485(N)    084 07 50.60648(W)     ADJUSTED  
 GB2549* NAVD 88     -                                                        
 GB2549  ___________________________________________________________________
 GB2549  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GB2549  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB2549
 GB2549  HORZ ORDER  -  THIRD
 GB2549
 GB2549.The horizontal coordinates were established by classical geodetic methods
 GB2549.and adjusted by the National Geodetic Survey in April 1999..
 GB2549
 GB2549
 GB2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2549
 GB2549.The geoid height was determined by GEOID03.
 GB2549
 GB2549;                    North         East     Units Scale Factor Converg.
 GB2549;SPC TN       -   197,653.329   768,309.998   MT  0.99995916   +1 05 39.7
 GB2549;SPC TN       -   648,467.63  2,520,697.05   sFT  0.99995916   +1 05 39.7
 GB2549;UTM  16      - 3,998,887.644   758,306.399   MT  1.00042220   +1 41 29.5
 GB2549
 GB2549                          SUPERSEDED SURVEY CONTROL
 GB2549
 GB2549  NAD 83(1995)-  36 06 01.13922(N)    084 07 50.60877(W) AD(       ) 4
 GB2549  NAD 83(1995)-  36 06 01.13920(N)    084 07 50.60807(W) AD(       ) 4
 GB2549  NAD 83(1986)-  36 06 01.14609(N)    084 07 50.60452(W) AD(       ) 4
 GB2549  NAD 27      -  36 06 00.86230(N)    084 07 50.90050(W) AD(       ) 3
 GB2549
 GB2549.Superseded values are not recommended for survey control.
 GB2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2549.See file dsdata.txt to determine how the superseded data were derived.
 GB2549
 GB2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5830698888(NAD 83)
 GB2549_MARKER: 51 = TANK
 GB2549
 GB2549  HISTORY     - Date     Condition        Report By
 GB2549  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GB2549
 GB2549                          STATION DESCRIPTION
 GB2549
 GB2549'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2549'THE STATION IS LOCATED IN CLINTON.
 GB2549'
 GB2549'TO REACH THE STATION FROM THE COURT HOUSE IN CLINTON, GO SOUTHERLY ON
 GB2549'U. S.  HIGHWAY 25W FOR
 GB2549'0.05 MILE TO THE INTERSECTION OF WEST BROAD ST.  TURN
 GB2549'LEFT AND GO 0.1 MILE TO THE
 GB2549'INTERSECTION OF CALLOM ST., CONTINUE
 GB2549'STRAIGHT AHEAD FOR 0.05 MILE TO THE END OF THE
 GB2549'PAVEMENT.  TURN LEFT,
 GB2549'PASSING THROUGH A GATE (ENTRANCE TO THE MAGNET MILLS PLANT) AND
 GB2549'GO 0.1 MILE TO
 GB2549'THE STATION.
 GB2549'
 GB2549'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 GB2549'LETTERING MAGNET MILLS INC.
 GB2549'CLINTON, TENN.  PAINTED ON THE SIDE OF THE TANK.
 GB2549'IT HAS AN OVER-ALL HEIGHT OF ABOUT
 GB2549'120 FEET.  THE POINT INTERSECTED
 GB2549'WAS THE APEX AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2152 ***********************************************************************
 GA2152  DESIGNATION -  CLOUD
 GA2152  PID         -  GA2152
 GA2152  STATE/COUNTY-  TN/HAWKINS
 GA2152  USGS QUAD   -  CAMELOT (1976)
 GA2152
 GA2152                         *CURRENT SURVEY CONTROL
 GA2152  ___________________________________________________________________
 GA2152* NAD 83(1995)-  36 23 08.72552(N)    083 05 53.12520(W)     ADJUSTED  
 GA2152* NAVD 88     -       333.440  (meters)    1093.96   (feet)  ADJUSTED  
 GA2152  ___________________________________________________________________
 GA2152  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GA2152  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2152  DYNAMIC HT  -         333.134 (meters)    1092.96  (feet)  COMP
 GA2152  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2152
 GA2152  HORZ ORDER  -  SECOND
 GA2152  VERT ORDER  -  SECOND    CLASS 0
 GA2152
 GA2152.The horizontal coordinates were established by classical geodetic methods
 GA2152.and adjusted by the National Geodetic Survey in April 1999..
 GA2152
 GA2152.The orthometric height was determined by differential leveling
 GA2152.and adjusted by the National Geodetic Survey in June 1991..
 GA2152
 GA2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2152
 GA2152.The geoid height was determined by GEOID03.
 GA2152
 GA2152.The dynamic height is computed by dividing the NAVD 88
 GA2152.geopotential number by the normal gravity value computed on the
 GA2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2152.degrees latitude (g = 980.6199 gals.).
 GA2152
 GA2152.The modeled gravity was interpolated from observed gravity values.
 GA2152
 GA2152;                    North         East     Units Scale Factor Converg.
 GA2152;SPC TN       -   231,578.554   860,327.146   MT  0.99999466   +1 41 56.0
 GA2152;SPC TN       -   759,770.64  2,822,589.98   sFT  0.99999466   +1 41 56.0
 GA2152;UTM  17      - 4,028,780.400   311,816.750   MT  1.00003633   -1 14 42.0
 GA2152
 GA2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2152!SPC TN       -   0.99995258  x   0.99999466  =   0.99994724
 GA2152!UTM  17      -   0.99995258  x   1.00003633  =   0.99998890
 GA2152
 GA2152|---------------------------------------------------------------------|
 GA2152| PID    Reference Object                     Distance      Geod. Az  |
 GA2152|                                                           dddmmss.s |
 GA2152| GA2151 CLOUD RM 1                           25.260 METERS 06437     |
 GA2152| GA2154 CLOUD AZ MK                                        2731326.6 |
 GA2152| GA2153 CLOUD RM 2                           22.825 METERS 28845     |
 GA2152|---------------------------------------------------------------------|
 GA2152
 GA2152                          SUPERSEDED SURVEY CONTROL
 GA2152
 GA2152  NAD 83(1995)-  36 23 08.72977(N)    083 05 53.12899(W) AD(       ) 2
 GA2152  NAD 83(1995)-  36 23 08.74095(N)    083 05 53.12929(W) AD(       ) 2
 GA2152  NAD 83(1995)-  36 23 08.73220(N)    083 05 53.12720(W) AD(       ) 2
 GA2152  NAD 83(1986)-  36 23 08.73439(N)    083 05 53.12798(W) AD(       ) 2
 GA2152  NAD 27      -  36 23 08.39725(N)    083 05 53.52668(W) AD(       ) 2
 GA2152  NGVD 29 (??/??/92)  333.582  (m)         1094.43   (f) ADJ UNCH    2 0
 GA2152
 GA2152.Superseded values are not recommended for survey control.
 GA2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2152.See file dsdata.txt to determine how the superseded data were derived.
 GA2152
 GA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1181728780(NAD 83)
 GA2152_MARKER: DD = SURVEY DISK
 GA2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2152_STAMPING: CLOUD 1963
 GA2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2152+STABILITY: SURFACE MOTION
 GA2152
 GA2152  HISTORY     - Date     Condition        Report By
 GA2152  HISTORY     - 1963     MONUMENTED       TNHD
 GA2152  HISTORY     - 1964     GOOD             TNGS
 GA2152
 GA2152                          STATION DESCRIPTION
 GA2152
 GA2152'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2152'THE STATION IS LOCATED ABOUT 11 MILES EAST OF BEAN STATION, 6 MILES
 GA2152'SOUTHWEST OF ROGERSVILLE
 GA2152'AND ALONG THE NORTH SIDE OF U.  S.  HIGHWAY 11W.
 GA2152'
 GA2152'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2152'SOUTHWEST ON U.S.  HIGHWAY
 GA2152'11W FOR 6.05 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GA2152'
 GA2152'THE STATION IS 190 FEET EAST OF THE INDIAN BOUNDARY TENNESSEE
 GA2152'HISTORICAL MARKER, 55
 GA2152'FEET SOUTH OF A FENCE, 31 FEET NORTH OF THE APPROXIMATE
 GA2152'CENTER OF U.S.  HIGHWAY 11W
 GA2152'AND 28.0 FEET SOUTH OF A WITNESS POST.
 GA2152'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2152'TENNESSEE HIGHWAY
 GA2152'DEPARTMENT DISKS AND ARE STAMPED CLOUD 1963.  THE UNDERGROUND
 GA2152'MARK IS ABOUT 30
 GA2152'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2152'10-INCH SQUARE, FLUSH,
 GA2152'CONCRETE MONUMENT.
 GA2152'
 GA2152'REFERENCE MARK NO. 1 IS 55 FEET SNORTH OF TEH APPROXIMTATE CENTER OF
 GA2152'U.S.  HIGHWAY 11W, 13
 GA2152'FEET EAST OF POWER POLE NO.  B61 AND 12 FEET SOUTH OF
 GA2152'A WIRE FENCE.  IT IS A STANDARD
 GA2152'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2152'IN A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING
 GA2152'2 INCHES, AND IS
 GA2152'STAMPED CLOUD RM-1 1963.
 GA2152'
 GA2152'REFERENCE MARK NO. 2 IS 64 FEET NORTH OF U.S. HIGHWAY 11W, 31 FEET
 GA2152'SOUTH OF A FENCE AND 26
 GA2152'FEET SOUTH OF A SMALL CEDAR TREE.  IT IS A STANDARD
 GA2152'TENNESSEE HIGHWAY DEPARTMENT
 GA2152'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2152'CONCRETE MONUMENT AND THE DISK IS STAMPED CLOUD
 GA2152'RM-2 1963.
 GA2152'
 GA2152'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA2152'HIGHWAY 11W, 17 FEET
 GA2152'EAST OF TELEPHONE POLE NO.  78 AND 23 FEET NORTH OF A
 GA2152'WITNESS POST.  IT IS A STANDARD
 GA2152'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2152'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2152'THE DISK IS STAMPED
 GA2152'CLOUD AZI 1963.
 GA2152'
 GA2152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.HIGHWAY
 GA2152'11W FOR 0.45 MILE TO
 GA2152'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GA2152'
 GA2152'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA2152'
 GA2152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2152
 GA2152                          STATION RECOVERY (1964)
 GA2152
 GA2152'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2152'6 MI SW FROM ROGERSVILLE.
 GA2152'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2152'SOUTHWEST ON U.S. HIGHWAY 11W FOR 6.05 MILES TO THE STATION ON
 GA2152'THE RIGHT.  THE STATION IS 190 FEET EAST OF THE INDIAN BOUNDARY
 GA2152'TENNESSEE HISTORICAL MARKER, 55 FEET SOUTH OF A FENCE, 31 FEET NORTH
 GA2152'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 28.0 FEET SOUTH
 GA2152'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2152'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2152'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0985 ***********************************************************************
 FD0985  DESIGNATION -  CLOUD
 FD0985  PID         -  FD0985
 FD0985  STATE/COUNTY-  TN/WAYNE
 FD0985  USGS QUAD   -  WAYNESBORO (1968)
 FD0985
 FD0985                         *CURRENT SURVEY CONTROL
 FD0985  ___________________________________________________________________
 FD0985* NAD 83(1995)-  35 18 41.27791(N)    087 47 10.66777(W)     ADJUSTED  
 FD0985* NAVD 88     -       288.725  (meters)     947.26   (feet)  ADJUSTED  
 FD0985  ___________________________________________________________________
 FD0985  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FD0985  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0985  DYNAMIC HT  -         288.453 (meters)     946.37  (feet)  COMP
 FD0985  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0985
 FD0985  HORZ ORDER  -  SECOND
 FD0985  VERT ORDER  -  SECOND    CLASS 0
 FD0985
 FD0985.The horizontal coordinates were established by classical geodetic methods
 FD0985.and adjusted by the National Geodetic Survey in April 1999..
 FD0985
 FD0985.The orthometric height was determined by differential leveling
 FD0985.and adjusted by the National Geodetic Survey in June 1991..
 FD0985
 FD0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0985
 FD0985.The geoid height was determined by GEOID03.
 FD0985
 FD0985.The dynamic height is computed by dividing the NAVD 88
 FD0985.geopotential number by the normal gravity value computed on the
 FD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0985.degrees latitude (g = 980.6199 gals.).
 FD0985
 FD0985.The modeled gravity was interpolated from observed gravity values.
 FD0985
 FD0985;                    North         East     Units Scale Factor Converg.
 FD0985;SPC TN       -   110,006.356   437,563.261   MT  0.99998972   -1 02 44.8
 FD0985;SPC TN       -   360,912.52  1,435,572.13   sFT  0.99998972   -1 02 44.8
 FD0985;UTM  16      - 3,907,867.869   428,521.327   MT  0.99966296   -0 27 16.3
 FD0985
 FD0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0985!SPC TN       -   0.99995906  x   0.99998972  =   0.99994878
 FD0985!UTM  16      -   0.99995906  x   0.99966296  =   0.99962203
 FD0985
 FD0985:                Primary Azimuth Mark                     Grid Az
 FD0985:SPC TN       -  CLOUD AZ MK                              002 24 47.1
 FD0985:UTM  16      -  CLOUD AZ MK                              001 49 18.6
 FD0985
 FD0985|---------------------------------------------------------------------|
 FD0985| PID    Reference Object                     Distance      Geod. Az  |
 FD0985|                                                           dddmmss.s |
 FD0985| FD0987 CLOUD AZ MK                                        0012202.3 |
 FD0985| FD0986 CLOUD RM 1                           25.125 METERS 05420     |
 FD0985| FD1591 HOUSTON                             APPROX.13.5 KM 2202329.2 |
 FD0985| FD0984 CLOUD RM 2                           27.355 METERS 28938     |
 FD0985|---------------------------------------------------------------------|
 FD0985
 FD0985                          SUPERSEDED SURVEY CONTROL
 FD0985
 FD0985  NAD 83(1995)-  35 18 41.28212(N)    087 47 10.66875(W) AD(       ) 2
 FD0985  NAD 83(1995)-  35 18 41.28214(N)    087 47 10.66881(W) AD(       ) 2
 FD0985  NAD 83(1995)-  35 18 41.28329(N)    087 47 10.66796(W) AD(       ) 2
 FD0985  NAD 83(1986)-  35 18 41.28754(N)    087 47 10.66701(W) AD(       ) 2
 FD0985  NAD 27      -  35 18 41.00680(N)    087 47 10.57360(W) AD(       ) 2
 FD0985  NGVD 29 (??/??/92)  288.698  (m)          947.17   (f) ADJ UNCH    2 0
 FD0985
 FD0985.Superseded values are not recommended for survey control.
 FD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0985.See file dsdata.txt to determine how the superseded data were derived.
 FD0985
 FD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2852107868(NAD 83)
 FD0985_MARKER: DD = SURVEY DISK
 FD0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0985_STAMPING: CLOUD 1962
 FD0985_MARK LOGO: TNHD  
 FD0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0985+STABILITY: SURFACE MOTION
 FD0985
 FD0985  HISTORY     - Date     Condition        Report By
 FD0985  HISTORY     - 1962     MONUMENTED       TNHD
 FD0985  HISTORY     - 1962     GOOD             TNHD
 FD0985
 FD0985                          STATION DESCRIPTION
 FD0985
 FD0985'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0985'1.6 MI W FROM WAYNESBORO.
 FD0985'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0985'HIGHWAY 64 FOR 1.6 MILES TO THE CREST OF A LONG HILL AND THE MARK
 FD0985'ON THE LEFT.  THE STATION IS 245 FEET SOUTH OF THE CENTERLINE OF
 FD0985'U.S. HIGHWAY 64, 200 FEET SOUTHEAST OF A LARGE FRAME HOUSE, 38
 FD0985'FEET NORTH OF AN 18-INCH OAK TREE, 24 FEET SOUTH OF AN 18-INCH
 FD0985'OAK TREE AND 1.6 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS
 FD0985'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0985'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0985
 FD0985                          STATION RECOVERY (1962)
 FD0985
 FD0985'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0985'THE STATION IS LOCATED 1.6 MILES WEST OF WAYNESBORO.
 FD0985'
 FD0985'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD0985'GO 1.6 MILES WEST ON
 FD0985'STATE ROUTE 15 TO THE CREST OF A LONG HILL AND A
 FD0985'DRIVEWAY ON THE LEFT AND THE STATION
 FD0985'
 FD0985'THE STATION IS ABOUT 245 FEET SOUTH OF OF THE APPROXIMATE CENTER OF
 FD0985'STATE ROUTE 15,
 FD0985'APPROXIMATELY 200 FEET SOUTHEAST OF A LARGE FRAME HOUSE, 38
 FD0985'FEET NORTH OF AN 18-INCH OAK
 FD0985'TREE, 24 FEET SOUTH OF AN 18-INCH OAK
 FD0985'TREE, AND 1.6 FEET NORTHWEST OF A WITNESS POST.
 FD0985'SURFACE AND
 FD0985'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD0985'STAMPED CLOUD
 FD0985'1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 FD0985'THE SURFACE.  THE SURFACE MARK
 FD0985'DISK IS SET IN A 10-INCH SQUARE,
 FD0985'FLUSH, CONCRETE MONUMENT.
 FD0985'
 FD0985'REFERENCE MARK NO 1 IS 28 FEET NORTH OF A 10-INCH PINE TREE AND 18
 FD0985'FEET SOUTH OF AN
 FD0985'8-INCH PINE TREE.  THE MARK IS A STANDARD TENNESSEE
 FD0985'HIGHWAY DEPARTMENT DISK SET IN
 FD0985'A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0985'MONUMENT AND THE DISK IS STAMPED CLOUD RM 1 1962.
 FD0985'
 FD0985'REFERENCE MARK NO 2 IS 22 FEET NORTH OF A TWIN TRUNKED BEECH TREE AND
 FD0985'6 FEET SOUTH OF AN
 FD0985'18-INCH OAK TREE.  THE MARK IS A STANDARD TENNESSEE
 FD0985'HIGHWAY DEPARTMENT DISK SET IN A
 FD0985'10-INCH SQUARE, FLUSH, CONCRETE
 FD0985'MONUMENT AND THE DISK IS STAMPED CLOUD RM 2 1962.
 FD0985'
 FD0985'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FD0985'FRAME HOUSE, 24 FEET
 FD0985'SOUTHEAST OF AN 18-INCH OAK TREE, AND 1 FOOT NORTH OF
 FD0985'A FENCE.  THE MARK IS A STANDARD
 FD0985'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0985'SET IN A 10-INCH SQUARE FLUSH, CONCRETE MONUMENT
 FD0985'AND THE DISK IS
 FD0985'STAMPED CLOUD AZI 1962.
 FD0985'
 FD0985'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE SOUTH DOWN
 FD0985'DRIVEWAY, CROSSING STATE
 FD0985'ROUTE 15, AND UP DRIVEWAY ON OTHER SIDE TO AZIMUTH
 FD0985'MARK ON THE LEFT.
 FD0985'
 FD0985'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2154 ***********************************************************************
 GA2154  DESIGNATION -  CLOUD AZ MK
 GA2154  PID         -  GA2154
 GA2154  STATE/COUNTY-  TN/HAWKINS
 GA2154  USGS QUAD   -  CAMELOT (1976)
 GA2154
 GA2154                         *CURRENT SURVEY CONTROL
 GA2154  ___________________________________________________________________
 GA2154* NAD 83(1986)-  36 23 10.     (N)    083 06 20.     (W)     SCALED    
 GA2154* NAVD 88     -       335.783  (meters)    1101.65   (feet)  ADJUSTED  
 GA2154  ___________________________________________________________________
 GA2154  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA2154  DYNAMIC HT  -         335.475 (meters)    1100.64  (feet)  COMP
 GA2154  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2154
 GA2154  VERT ORDER  -  SECOND    CLASS 0
 GA2154
 GA2154.The horizontal coordinates were scaled from a topographic map and have
 GA2154.an estimated accuracy of +/- 6 seconds.
 GA2154
 GA2154.The orthometric height was determined by differential leveling
 GA2154.and adjusted by the National Geodetic Survey in June 1991..
 GA2154
 GA2154.The geoid height was determined by GEOID03.
 GA2154
 GA2154.The dynamic height is computed by dividing the NAVD 88
 GA2154.geopotential number by the normal gravity value computed on the
 GA2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2154.degrees latitude (g = 980.6199 gals.).
 GA2154
 GA2154.The modeled gravity was interpolated from observed gravity values.
 GA2154
 GA2154;                    North         East    Units  Estimated Accuracy
 GA2154;SPC TN       -   231,600.      859,660.      MT  (+/- 180 meters Scaled)
 GA2154
 GA2154                          SUPERSEDED SURVEY CONTROL
 GA2154
 GA2154  NGVD 29 (??/??/92)  335.979  (m)         1102.29   (f) ADJ UNCH    2 0
 GA2154
 GA2154.Superseded values are not recommended for survey control.
 GA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2154.See file dsdata.txt to determine how the superseded data were derived.
 GA2154
 GA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA111288(NAD 83)
 GA2154_MARKER: DD = SURVEY DISK
 GA2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2154_STAMPING: CLOUD AZI 1963
 GA2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2154+STABILITY: SURFACE MOTION
 GA2154
 GA2154  HISTORY     - Date     Condition        Report By
 GA2154  HISTORY     - 1963     MONUMENTED       TNHD
 GA2154  HISTORY     - 1964     GOOD             TNGS
 GA2154
 GA2154                          STATION DESCRIPTION
 GA2154
 GA2154'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2154'6.5 MI SW FROM ROGERSVILLE.
 GA2154'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2154'SOUTHWEST ON U.S. HIGHWAY 11W FOR 6.5 MILES TO THE MARK ON THE
 GA2154'LEFT.  THE MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA2154'HIGHWAY 11W, 17 FEET EAST OF TELEPHONE POLE NO. 78 AND 23 FEET
 GA2154'NORTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2154'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GA2154'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0987 ***********************************************************************
 FD0987  DESIGNATION -  CLOUD AZ MK
 FD0987  PID         -  FD0987
 FD0987  STATE/COUNTY-  TN/WAYNE
 FD0987  USGS QUAD   -  WAYNESBORO (1968)
 FD0987
 FD0987                         *CURRENT SURVEY CONTROL
 FD0987  ___________________________________________________________________
 FD0987* NAD 83(1986)-  35 18 46.     (N)    087 47 13.     (W)     SCALED    
 FD0987* NAVD 88     -       288.045  (meters)     945.03   (feet)  ADJUSTED  
 FD0987  ___________________________________________________________________
 FD0987  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0987  DYNAMIC HT  -         287.773 (meters)     944.14  (feet)  COMP
 FD0987  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0987
 FD0987  VERT ORDER  -  SECOND    CLASS 0
 FD0987
 FD0987.The horizontal coordinates were scaled from a topographic map and have
 FD0987.an estimated accuracy of +/- 6 seconds.
 FD0987
 FD0987.The orthometric height was determined by differential leveling
 FD0987.and adjusted by the National Geodetic Survey in June 1991..
 FD0987
 FD0987.The geoid height was determined by GEOID03.
 FD0987
 FD0987.The dynamic height is computed by dividing the NAVD 88
 FD0987.geopotential number by the normal gravity value computed on the
 FD0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0987.degrees latitude (g = 980.6199 gals.).
 FD0987
 FD0987.The modeled gravity was interpolated from observed gravity values.
 FD0987
 FD0987;                    North         East    Units  Estimated Accuracy
 FD0987;SPC TN       -   110,150.      437,510.      MT  (+/- 180 meters Scaled)
 FD0987
 FD0987                          SUPERSEDED SURVEY CONTROL
 FD0987
 FD0987  NGVD 29 (??/??/92)  288.018  (m)          944.94   (f) ADJ UNCH    2 0
 FD0987
 FD0987.Superseded values are not recommended for survey control.
 FD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0987.See file dsdata.txt to determine how the superseded data were derived.
 FD0987
 FD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284080(NAD 83)
 FD0987_MARKER: DD = SURVEY DISK
 FD0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0987_STAMPING: CLOUD AZI 1962
 FD0987_MARK LOGO: TNHD  
 FD0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0987+STABILITY: SURFACE MOTION
 FD0987
 FD0987  HISTORY     - Date     Condition        Report By
 FD0987  HISTORY     - 1962     MONUMENTED       TNHD
 FD0987
 FD0987                          STATION DESCRIPTION
 FD0987
 FD0987'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0987'1.6 MI W FROM WAYNESBORO.
 FD0987'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON
 FD0987'U.S. HIGHWAY 64 FOR 1.6 MILES TO A DRIVEWAY RIGHT.  TURN RIGHT
 FD0987'AND GO 0.1 MILE NORTH TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FD0987'IS 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL FRAME
 FD0987'HOUSE, 24 FEET SOUTHEAST OF AN 18-INCH OAK TREE, AND 1 FOOT
 FD0987'NORTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0987'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0987'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2151 ***********************************************************************
 GA2151  DESIGNATION -  CLOUD RM 1
 GA2151  PID         -  GA2151
 GA2151  STATE/COUNTY-  TN/HAWKINS
 GA2151  USGS QUAD   -  CAMELOT (1976)
 GA2151
 GA2151                         *CURRENT SURVEY CONTROL
 GA2151  ___________________________________________________________________
 GA2151* NAD 83(1986)-  36 23 09.     (N)    083 05 53.     (W)     SCALED    
 GA2151* NAVD 88     -       333.620  (meters)    1094.55   (feet)  ADJUSTED  
 GA2151  ___________________________________________________________________
 GA2151  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2151  DYNAMIC HT  -         333.315 (meters)    1093.55  (feet)  COMP
 GA2151  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2151
 GA2151  VERT ORDER  -  SECOND    CLASS 0
 GA2151
 GA2151.The horizontal coordinates were scaled from a topographic map and have
 GA2151.an estimated accuracy of +/- 6 seconds.
 GA2151
 GA2151.The orthometric height was determined by differential leveling
 GA2151.and adjusted by the National Geodetic Survey in June 1991..
 GA2151
 GA2151.The geoid height was determined by GEOID03.
 GA2151
 GA2151.The dynamic height is computed by dividing the NAVD 88
 GA2151.geopotential number by the normal gravity value computed on the
 GA2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2151.degrees latitude (g = 980.6199 gals.).
 GA2151
 GA2151.The modeled gravity was interpolated from observed gravity values.
 GA2151
 GA2151;                    North         East    Units  Estimated Accuracy
 GA2151;SPC TN       -   231,590.      860,330.      MT  (+/- 180 meters Scaled)
 GA2151
 GA2151                          SUPERSEDED SURVEY CONTROL
 GA2151
 GA2151  NGVD 29 (??/??/92)  333.763  (m)         1095.02   (f) ADJ UNCH    2 0
 GA2151
 GA2151.Superseded values are not recommended for survey control.
 GA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2151.See file dsdata.txt to determine how the superseded data were derived.
 GA2151
 GA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA118287(NAD 83)
 GA2151_MARKER: DD = SURVEY DISK
 GA2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2151_STAMPING: CLOUD RM-1 1963
 GA2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2151+STABILITY: SURFACE MOTION
 GA2151
 GA2151  HISTORY     - Date     Condition        Report By
 GA2151  HISTORY     - 1963     MONUMENTED       TNHD
 GA2151  HISTORY     - 1964     GOOD             TNGS
 GA2151
 GA2151                          STATION DESCRIPTION
 GA2151
 GA2151'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2151'6 MI SW FROM ROGERSVILLE.
 GA2151'THE MARK IS LOCATED AT THE CLOUD 1963 STATION SITE, 55 FEET NORTH
 GA2151'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 13 FEET EAST OF
 GA2151'POWER POLE NO. B61 AND 12 FEET SOUTH OF A WIRE FENCE.  THE MARK
 GA2151'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2151'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2151'DESCR. SEE STATION CLOUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0986 ***********************************************************************
 FD0986  DESIGNATION -  CLOUD RM 1
 FD0986  PID         -  FD0986
 FD0986  STATE/COUNTY-  TN/WAYNE
 FD0986  USGS QUAD   -  WAYNESBORO (1968)
 FD0986
 FD0986                         *CURRENT SURVEY CONTROL
 FD0986  ___________________________________________________________________
 FD0986* NAD 83(1986)-  35 18 44.     (N)    087 47 14.     (W)     SCALED    
 FD0986* NAVD 88     -       287.505  (meters)     943.26   (feet)  ADJUSTED  
 FD0986  ___________________________________________________________________
 FD0986  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0986  DYNAMIC HT  -         287.234 (meters)     942.37  (feet)  COMP
 FD0986  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0986
 FD0986  VERT ORDER  -  SECOND    CLASS 0
 FD0986
 FD0986.The horizontal coordinates were scaled from a topographic map and have
 FD0986.an estimated accuracy of +/- 6 seconds.
 FD0986
 FD0986.The orthometric height was determined by differential leveling
 FD0986.and adjusted by the National Geodetic Survey in June 1991..
 FD0986
 FD0986.The geoid height was determined by GEOID03.
 FD0986
 FD0986.The dynamic height is computed by dividing the NAVD 88
 FD0986.geopotential number by the normal gravity value computed on the
 FD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0986.degrees latitude (g = 980.6199 gals.).
 FD0986
 FD0986.The modeled gravity was interpolated from observed gravity values.
 FD0986
 FD0986;                    North         East    Units  Estimated Accuracy
 FD0986;SPC TN       -   110,090.      437,480.      MT  (+/- 180 meters Scaled)
 FD0986
 FD0986                          SUPERSEDED SURVEY CONTROL
 FD0986
 FD0986  NGVD 29 (??/??/92)  287.477  (m)          943.16   (f) ADJ UNCH    2 0
 FD0986
 FD0986.Superseded values are not recommended for survey control.
 FD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0986.See file dsdata.txt to determine how the superseded data were derived.
 FD0986
 FD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284079(NAD 83)
 FD0986_MARKER: DD = SURVEY DISK
 FD0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0986_STAMPING: CLOUD RM 1 1962
 FD0986_MARK LOGO: TNHD  
 FD0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0986+STABILITY: SURFACE MOTION
 FD0986
 FD0986  HISTORY     - Date     Condition        Report By
 FD0986  HISTORY     - 1962     MONUMENTED       TNHD
 FD0986
 FD0986                          STATION DESCRIPTION
 FD0986
 FD0986'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0986'1.6 MI W FROM WAYNESBORO.
 FD0986'THIS MARK IS LOCATED AT THE CLOUD 1962 STATION SITE, 28 FEET
 FD0986'NORTH OF A 10-INCH PINE TREE, 18 FEET SOUTH OF AN 8-INCH PINE
 FD0986'TREE AND 82 FEET NORTHEAST OF THE STATION.  THE MARK IS A STANDARD
 FD0986'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0986'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2153 ***********************************************************************
 GA2153  DESIGNATION -  CLOUD RM 2
 GA2153  PID         -  GA2153
 GA2153  STATE/COUNTY-  TN/HAWKINS
 GA2153  USGS QUAD   -  CAMELOT (1976)
 GA2153
 GA2153                         *CURRENT SURVEY CONTROL
 GA2153  ___________________________________________________________________
 GA2153* NAD 83(1986)-  36 23 09.     (N)    083 05 53.     (W)     SCALED    
 GA2153* NAVD 88     -       331.738  (meters)    1088.38   (feet)  ADJUSTED  
 GA2153  ___________________________________________________________________
 GA2153  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2153  DYNAMIC HT  -         331.435 (meters)    1087.38  (feet)  COMP
 GA2153  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2153
 GA2153  VERT ORDER  -  SECOND    CLASS 0
 GA2153
 GA2153.The horizontal coordinates were scaled from a topographic map and have
 GA2153.an estimated accuracy of +/- 6 seconds.
 GA2153
 GA2153.The orthometric height was determined by differential leveling
 GA2153.and adjusted by the National Geodetic Survey in June 1991..
 GA2153
 GA2153.The geoid height was determined by GEOID03.
 GA2153
 GA2153.The dynamic height is computed by dividing the NAVD 88
 GA2153.geopotential number by the normal gravity value computed on the
 GA2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2153.degrees latitude (g = 980.6199 gals.).
 GA2153
 GA2153.The modeled gravity was interpolated from observed gravity values.
 GA2153
 GA2153;                    North         East    Units  Estimated Accuracy
 GA2153;SPC TN       -   231,590.      860,330.      MT  (+/- 180 meters Scaled)
 GA2153
 GA2153                          SUPERSEDED SURVEY CONTROL
 GA2153
 GA2153  NGVD 29 (??/??/92)  331.881  (m)         1088.85   (f) ADJ UNCH    2 0
 GA2153
 GA2153.Superseded values are not recommended for survey control.
 GA2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2153.See file dsdata.txt to determine how the superseded data were derived.
 GA2153
 GA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA118287(NAD 83)
 GA2153_MARKER: DD = SURVEY DISK
 GA2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2153_STAMPING: CLOUD RM-2 1963
 GA2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2153+STABILITY: SURFACE MOTION
 GA2153
 GA2153  HISTORY     - Date     Condition        Report By
 GA2153  HISTORY     - 1963     MONUMENTED       TNHD
 GA2153  HISTORY     - 1964     GOOD             TNGS
 GA2153
 GA2153                          STATION DESCRIPTION
 GA2153
 GA2153'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2153'6 MI SW FROM ROGERSVILLE.
 GA2153'THE MARK IS LOCATED AT THE CLOUD 1963 STATION SITE, 64 FEET NORTH
 GA2153'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 31 FEET SOUTH OF
 GA2153'A FENCE AND 26 FEET SOUTH OF A SMALL CEDAR TREE.  THE MARK IS A
 GA2153'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2153'CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE
 GA2153'STATION CLOUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0984 ***********************************************************************
 FD0984  DESIGNATION -  CLOUD RM 2
 FD0984  PID         -  FD0984
 FD0984  STATE/COUNTY-  TN/WAYNE
 FD0984  USGS QUAD   -  WAYNESBORO (1968)
 FD0984
 FD0984                         *CURRENT SURVEY CONTROL
 FD0984  ___________________________________________________________________
 FD0984* NAD 83(1986)-  35 18 44.     (N)    087 47 14.     (W)     SCALED    
 FD0984* NAVD 88     -       287.940  (meters)     944.68   (feet)  ADJUSTED  
 FD0984  ___________________________________________________________________
 FD0984  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0984  DYNAMIC HT  -         287.669 (meters)     943.79  (feet)  COMP
 FD0984  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0984
 FD0984  VERT ORDER  -  SECOND    CLASS 0
 FD0984
 FD0984.The horizontal coordinates were scaled from a topographic map and have
 FD0984.an estimated accuracy of +/- 6 seconds.
 FD0984
 FD0984.The orthometric height was determined by differential leveling
 FD0984.and adjusted by the National Geodetic Survey in June 1991..
 FD0984
 FD0984.The geoid height was determined by GEOID03.
 FD0984
 FD0984.The dynamic height is computed by dividing the NAVD 88
 FD0984.geopotential number by the normal gravity value computed on the
 FD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0984.degrees latitude (g = 980.6199 gals.).
 FD0984
 FD0984.The modeled gravity was interpolated from observed gravity values.
 FD0984
 FD0984;                    North         East    Units  Estimated Accuracy
 FD0984;SPC TN       -   110,090.      437,480.      MT  (+/- 180 meters Scaled)
 FD0984
 FD0984                          SUPERSEDED SURVEY CONTROL
 FD0984
 FD0984  NGVD 29 (??/??/92)  287.913  (m)          944.59   (f) ADJ UNCH    2 0
 FD0984
 FD0984.Superseded values are not recommended for survey control.
 FD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0984.See file dsdata.txt to determine how the superseded data were derived.
 FD0984
 FD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284079(NAD 83)
 FD0984_MARKER: DD = SURVEY DISK
 FD0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0984_STAMPING: CLOUD RM 2 1962
 FD0984_MARK LOGO: TNHD  
 FD0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0984+STABILITY: SURFACE MOTION
 FD0984
 FD0984  HISTORY     - Date     Condition        Report By
 FD0984  HISTORY     - 1962     MONUMENTED       TNHD
 FD0984
 FD0984                          STATION DESCRIPTION
 FD0984
 FD0984'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0984'1.6 MI W FROM WAYNESBORO.
 FD0984'THIS MARK IS LOCATED AT THE CLOUD 1962 STATION SITE, 22 FEET
 FD0984'NORTH OF A TWIN TRUNKED BEECH TREE, 6 FEET SOUTH OF AN 18-INCH
 FD0984'OAK TREE AND 90 FEET WEST OF THE STATION.  THE MARK IS A STANDARD
 FD0984'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0984'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0346 ***********************************************************************
 GA0346  DESIGNATION -  CLOVER
 GA0346  PID         -  GA0346
 GA0346  STATE/COUNTY-  TN/SULLIVAN
 GA0346  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0346
 GA0346                         *CURRENT SURVEY CONTROL
 GA0346  ___________________________________________________________________
 GA0346* NAD 83(1995)-  36 35 10.87833(N)    082 15 41.55325(W)     ADJUSTED  
 GA0346* NAVD 88     -       546.083  (meters)    1791.61   (feet)  ADJUSTED  
 GA0346  ___________________________________________________________________
 GA0346  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GA0346  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0346  DYNAMIC HT  -         545.577 (meters)    1789.95  (feet)  COMP
 GA0346  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0346
 GA0346  HORZ ORDER  -  SECOND
 GA0346  VERT ORDER  -  SECOND    CLASS 0
 GA0346
 GA0346.The horizontal coordinates were established by classical geodetic methods
 GA0346.and adjusted by the National Geodetic Survey in April 1999..
 GA0346
 GA0346.The orthometric height was determined by differential leveling
 GA0346.and adjusted by the National Geodetic Survey in June 1991..
 GA0346
 GA0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0346
 GA0346.The geoid height was determined by GEOID03.
 GA0346
 GA0346.The dynamic height is computed by dividing the NAVD 88
 GA0346.geopotential number by the normal gravity value computed on the
 GA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0346.degrees latitude (g = 980.6199 gals.).
 GA0346
 GA0346.The modeled gravity was interpolated from observed gravity values.
 GA0346
 GA0346;                    North         East     Units Scale Factor Converg.
 GA0346;SPC TN       -   256,368.400   934,490.401   MT  1.00003450   +2 11 19.1
 GA0346;SPC TN       -   841,101.99  3,065,907.26   sFT  1.00003450   +2 11 19.1
 GA0346;SPC VA S     - 1,034,785.055 3,163,450.265   MT  1.00003762   -2 16 58.7
 GA0346;SPC VA S     - 3,394,957.30 10,378,753.08   sFT  1.00003762   -2 16 58.7
 GA0346;UTM  17      - 4,049,727.591   387,145.139   MT  0.99975691   -0 45 07.2
 GA0346
 GA0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0346!SPC TN       -   0.99991921  x   1.00003450  =   0.99995370
 GA0346!SPC VA S     -   0.99991921  x   1.00003762  =   0.99995682
 GA0346!UTM  17      -   0.99991921  x   0.99975691  =   0.99967614
 GA0346
 GA0346:                Primary Azimuth Mark                     Grid Az
 GA0346:SPC TN       -  CLOVER AZ MK                             051 14 57.9
 GA0346:SPC VA S     -  CLOVER AZ MK                             055 43 15.7
 GA0346:UTM  17      -  CLOVER AZ MK                             054 11 24.2
 GA0346
 GA0346|---------------------------------------------------------------------|
 GA0346| PID    Reference Object                     Distance      Geod. Az  |
 GA0346|                                                           dddmmss.s |
 GA0346| DB9057 CLOVER AZ MK                                       0532617.0 |
 GA0346| GA0345 CLOVER RM 1                          11.811 METERS 23747     |
 GA0346| GA0347 CLOVER RM 2                          18.502 METERS 35807     |
 GA0346|---------------------------------------------------------------------|
 GA0346
 GA0346                          SUPERSEDED SURVEY CONTROL
 GA0346
 GA0346  NAD 83(1995)-  36 35 10.87902(N)    082 15 41.55324(W) AD(       ) 2
 GA0346  NAD 83(1995)-  36 35 10.87979(N)    082 15 41.55781(W) AD(       ) 2
 GA0346  NAD 83(1995)-  36 35 10.89189(N)    082 15 41.55955(W) AD(       ) 2
 GA0346  NAD 83(1986)-  36 35 10.89213(N)    082 15 41.56008(W) AD(       ) 2
 GA0346  NAD 27      -  36 35 10.50181(N)    082 15 42.07327(W) AD(       ) 2
 GA0346  NGVD 29 (??/??/92)  546.216  (m)         1792.04   (f) ADJ UNCH    2 0
 GA0346
 GA0346.Superseded values are not recommended for survey control.
 GA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0346.See file dsdata.txt to determine how the superseded data were derived.
 GA0346
 GA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8714549728(NAD 83)
 GA0346_MARKER: DE = TRAVERSE STATION DISK
 GA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0346_STAMPING: CLOVER 1961
 GA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0346+STABILITY: SURFACE MOTION
 GA0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0346+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 GA0346
 GA0346  HISTORY     - Date     Condition        Report By
 GA0346  HISTORY     - 1961     MONUMENTED       CGS
 GA0346  HISTORY     - 1961     GOOD             CGS
 GA0346  HISTORY     - 1963     GOOD             CGS
 GA0346  HISTORY     - 20030526 GOOD             GEOCAC
 GA0346
 GA0346                          STATION DESCRIPTION
 GA0346
 GA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0346'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BLOUNTVILLE, AND
 GA0346'ABOUT 4 MILES WEST OF
 GA0346'BRISTOL.
 GA0346'
 GA0346'THE STATION IS REACHED FROM THE POST OFFICE IN BLOUNTVILLE, GO NORTH
 GA0346'ON BLACKTOP ROAD FOR
 GA0346'2.0 MILES TO A CROSSROADS AND CHURCH, TURN RIGHT ON
 GA0346'GRAVELED ROAD AND GO 0.65 MILE TO A
 GA0346'RIGHT FORK, TAKE THE RIGHT FORK
 GA0346'AND GO 1.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 GA0346'STRAIGHT AHEAD FOR 0.2
 GA0346'MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE
 GA0346'TO A T-ROAD, TURN
 GA0346'LEFT AND GO 2.1 MILE TO A CROSSROADS AND WALNUT HILL
 GA0346'SCHOOL, CONTINUE STRAIGHT AHEAD
 GA0346'FOR 0.4 MILE TO U.  S.  HIGHWAY 11W,
 GA0346'TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD RIGHT
 GA0346'WHICH IS THE
 GA0346'APPROACH TO THE WEST BOUND TRAFFIC LANES OF THE NEW INTERSTATE
 GA0346'HIGHWAY, TURN
 GA0346'RIGHT AND GO DOWN APPROACH TO HIGHWAY, FROM HERE THE
 GA0346'STATION IS ABOUT 100 YARDS SOUTH
 GA0346'ACROSS THE FOUR TRAFFIC LANES ON TOP
 GA0346'OF A LOW RIGHT-OF-WAY CUT.
 GA0346'
 GA0346'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CLOVER 1961,
 GA0346'SET IN A SQUARE CONCRETE
 GA0346'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 16 FEET SOUTH
 GA0346'OF HIGHWAY RIGHT-OF-WAY CUT, 5
 GA0346'FEET NORTH OF A FENCE LINE, AND 2 FEET
 GA0346'SOUTHWEST OF A WITNESS POST AND SIGN.
 GA0346'
 GA0346'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CLOVER NO. 1 1961, IS
 GA0346'CEMENTED IN A DRILLED HOLE
 GA0346'IN OUTCROPPING BEDROCK ON THE NORTH SLOPE OF
 GA0346'HIGHWAY RIGHT-OF-WAY.  IT IS 59.6
 GA0346'FEET NORTH OF A FENCE LINE, 59.3
 GA0346'FEET NORTHEAST OF A WITNESS POST, AND 8.3 FEET SOUTH
 GA0346'OF A SHARP CUT
 GA0346'IN RIGHT-OF-WAY.  IT IS ABOUT 3 FEET LOWER THAN STATION.
 GA0346'
 GA0346'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CLOVER NO. 2 1961,
 GA0346'SET IN A SQUARE CONCRETE
 GA0346'MONUMENT WHICH IS FLUSH, 16 FEET SOUTH OF HIGHWAY
 GA0346'RIGHT-OF-WAY CUT AND 3 FEET NORTH
 GA0346'OF A FENCE.  IT IS THE SAME
 GA0346'ELEVATION AS STATION.
 GA0346'
 GA0346'THE AZIMUTH MARK IS A STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS
 GA0346'ELEVATION DISK, NO STAMPING,
 GA0346'CEMENTED IN WALKWAY AT THE SOUTHWEST END OF THE WEST
 GA0346'BOUND TRAFFIC LANES OF OVERPASS
 GA0346'ON U.  S.  HIGHWAY 11W.  IT IS 19.5
 GA0346'FEET SOUTH OF THE CENTER OF WEST BOUND TRAFFIC
 GA0346'LANES AND 1 FOOT WEST
 GA0346'OF EAST END OF WALKWAY.
 GA0346'
 GA0346'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON INTERSTATE HIGHWAY
 GA0346'FOR 0.25 MILE TO AN
 GA0346'OVERPASS, U.  S.  HIGHWAY 11W, AND AZIMUTH AS DESCRIBED.
 GA0346'
 GA0346'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GA0346
 GA0346                          STATION RECOVERY (1961)
 GA0346
 GA0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0346'1.1 MI W FROM BRISTOL.
 GA0346'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0346'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON INTERSTATE HIGHWAY
 GA0346'81 TO A LOW HIGHWAY CUT AND THE STATION ON THE SOUTH CUT.  THE
 GA0346'STATION MARK IS 16 FT. SOUTH OF HIGHWAY CUT, 5 FT. NORTH OF THE
 GA0346'RIGHT-OF-WAY FENCE, AND 2 FT. SOUTHWEST OF A WITNESS SIGN.  THE
 GA0346'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS
 GA0346'ABOUT 25 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 GA0346
 GA0346                          STATION RECOVERY (1963)
 GA0346
 GA0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA0346'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  NO
 GA0346'SEARCH WAS MADE FOR THE
 GA0346'AZIMUTH MARK.
 GA0346
 GA0346                          STATION RECOVERY (2003)
 GA0346
 GA0346'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA0346'ERROR IN PRESENT REFERENCE POINT LOCATION DESCRIPTION SHOULD BE
 GA0346'CHANGED TO REFLECT
 GA0346'CLOVER RM 1 IS LOCATED 38 FEET SW OF STATION MARK AND
 GA0346'CLOVER RM 2 IS LOCATED 60 FEET N  OF STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2288 ***********************************************************************
 FE2288  DESIGNATION -  CLOVER
 FE2288  PID         -  FE2288
 FE2288  STATE/COUNTY-  TN/MADISON
 FE2288  USGS QUAD   -  TEAGUE (1981)
 FE2288
 FE2288                         *CURRENT SURVEY CONTROL
 FE2288  ___________________________________________________________________
 FE2288* NAD 83(1995)-  35 25 52.32786(N)    088 52 36.17216(W)     ADJUSTED  
 FE2288* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 FE2288  ___________________________________________________________________
 FE2288  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2288  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2288
 FE2288  HORZ ORDER  -  THIRD
 FE2288
 FE2288.The horizontal coordinates were established by classical geodetic methods
 FE2288.and adjusted by the National Geodetic Survey in April 1999..
 FE2288
 FE2288.The orthometric height was scaled from a topographic map.
 FE2288
 FE2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2288
 FE2288.The geoid height was determined by GEOID03.
 FE2288
 FE2288;                    North         East     Units Scale Factor Converg.
 FE2288;SPC TN       -   125,646.884   338,819.758   MT  0.99997297   -1 41 02.9
 FE2288;SPC TN       -   412,226.49  1,111,611.16   sFT  0.99997297   -1 41 02.9
 FE2288;UTM  16      - 3,922,481.259   329,639.865   MT  0.99995767   -1 05 17.7
 FE2288
 FE2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2288!SPC TN       -   0.99998024  x   0.99997297  =   0.99995322
 FE2288!UTM  16      -   0.99998024  x   0.99995767  =   0.99993792
 FE2288
 FE2288|---------------------------------------------------------------------|
 FE2288| PID    Reference Object                     Distance      Geod. Az  |
 FE2288|                                                           dddmmss.s |
 FE2288| CG3805 CLOVER RM 1                          21.022 METERS 08637     |
 FE2288| CG3804 CLOVER AZ MK                                       1413541.9 |
 FE2288| CG3806 CLOVER RM 2                          20.640 METERS 22558     |
 FE2288|---------------------------------------------------------------------|
 FE2288
 FE2288                          SUPERSEDED SURVEY CONTROL
 FE2288
 FE2288  NAD 83(1995)-  35 25 52.33387(N)    088 52 36.17661(W) AD(       ) 3
 FE2288  NAD 83(1986)-  35 25 52.33965(N)    088 52 36.17297(W) AD(       ) 3
 FE2288  NAD 27      -  35 25 52.05550(N)    088 52 35.96020(W) AD(       ) 3
 FE2288
 FE2288.Superseded values are not recommended for survey control.
 FE2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2288.See file dsdata.txt to determine how the superseded data were derived.
 FE2288
 FE2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2964022481(NAD 83)
 FE2288_MARKER: DS = TRIANGULATION STATION DISK
 FE2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2288
 FE2288  HISTORY     - Date     Condition        Report By
 FE2288  HISTORY     - 1958     MONUMENTED       CGS
 FE2288
 FE2288                          STATION DESCRIPTION
 FE2288
 FE2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2288'THE STATION IS ABOUT 2.0 MILES SOUTH OF THE VILLAGE OF MEDON AND
 FE2288'ABOUT 200 FEET WEST OF STATE HIGHWAY 18 ON THE PROPERTY OF MR. SAM
 FE2288'WILSON. IT IS 32 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE2288'15 FEET WEST OF A 16 INCH OAK TREE AND 6 FEET SOUTH OF A WHITE
 FE2288'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLOVER
 FE2288'1958.
 FE2288'
 FE2288'TO REACH THE STATION FROM THE BAPTIST CHURCH IN THE SOUTHERN SECTION
 FE2288'OF THE TOWN OF MEDON, GO SOUTHERLY ON STATE HIGHWAY 18 FOR
 FE2288'1.5 MILES TO THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 FE2288'
 FE2288'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 18 AND A
 FE2288'GRAVELED ROAD WEST (ABOUT 200 FEET EAST OF THE STATION), GO
 FE2288'SOUTH ON HIGHWAY 18 FOR 0.2 MILE TO A GRAVELED DRIVEWAY LEFT. TURN
 FE2288'LEFT AND GO EAST ON THE DRIVEWAY FOR 0.1 MILE TO A HOUSE ON THE
 FE2288'RIGHT AND A FIELD ROAD LEFT. TURN LEFT AND GO NORTH ON THE FIELD ROAD
 FE2288'FOR 0.1 MILE TO A FIELD T-ROAD. TURN RIGHT AND GO EAST ON A FIELD
 FE2288'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2288'
 FE2288'REFERENCE MARK 1 IS 127 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 FE2288'18, 16 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 14 FEET
 FE2288'EAST OF A 16 INCH GUM TREE AND 15 FEET SOUTHWEST OF A 6 INCH PINE
 FE2288'TREE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLOVER
 FE2288'NO 1 1958.
 FE2288'
 FE2288'REFERENCE MARK 2 IS 29 FEET SOUTHEAST OF A WIRE FENCE, 11 FEET
 FE2288'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET EAST OF A
 FE2288'16 INCH OAK TREE AND 71 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 FE2288'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CLOVER NO 2 1958.
 FE2288'
 FE2288'THE AZIMUTH MARK IS 114 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD,
 FE2288'32 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BARN, 6
 FE2288'INCHES NORTH OF A WIRE FENCE AND 2 FEET EAST OF A T-FENCE CORNER. THE
 FE2288'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED CLOVER 1958.
 FE2288'
 FE2288'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1690 ***********************************************************************
 GB1690  DESIGNATION -  CLOVER 2
 GB1690  PID         -  GB1690
 GB1690  STATE/COUNTY-  TN/PUTNAM
 GB1690  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1690
 GB1690                         *CURRENT SURVEY CONTROL
 GB1690  ___________________________________________________________________
 GB1690* NAD 83(1995)-  36 08 01.45933(N)    085 27 03.66006(W)     ADJUSTED  
 GB1690* NAVD 88     -       375.99   (meters)    1233.6    (feet)  RESET     
 GB1690  ___________________________________________________________________
 GB1690  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GB1690  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1690
 GB1690  HORZ ORDER  -  SECOND
 GB1690  VERT ORDER  -  THIRD
 GB1690
 GB1690.The horizontal coordinates were established by classical geodetic methods
 GB1690.and adjusted by the National Geodetic Survey in April 1999..
 GB1690
 GB1690.The orthometric height was computed from unverified reset data.
 GB1690
 GB1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1690
 GB1690.The geoid height was determined by GEOID03.
 GB1690
 GB1690;                    North         East     Units Scale Factor Converg.
 GB1690;SPC TN       -   199,893.070   649,412.515   MT  0.99996204   +0 19 17.0
 GB1690;SPC TN       -   655,815.85  2,130,614.23   sFT  0.99996204   +0 19 17.0
 GB1690;UTM  16      - 3,999,893.293   639,375.305   MT  0.99983935   +0 54 48.7
 GB1690
 GB1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1690!SPC TN       -   0.99994560  x   0.99996204  =   0.99990764
 GB1690!UTM  16      -   0.99994560  x   0.99983935  =   0.99978496
 GB1690
 GB1690|---------------------------------------------------------------------|
 GB1690| PID    Reference Object                     Distance      Geod. Az  |
 GB1690|                                                           dddmmss.s |
 GB1690| GB1689 CLOVER                               24.726 METERS 00953     |
 GB1690| GB2394 TS H2                               APPROX. 1.8 KM 0831733.6 |
 GB1690| GB1691 CLOVER 2 RM 3                        15.786 METERS 10332     |
 GB1690| GB1692 CLOVER 2 RM 4                        16.386 METERS 19117     |
 GB1690| GB2392 COOKEVILLE LOOKOUT TOWER NC 33      APPROX. 1.8 KM 3042405.1 |
 GB1690|---------------------------------------------------------------------|
 GB1690
 GB1690                          SUPERSEDED SURVEY CONTROL
 GB1690
 GB1690  NAD 83(1995)-  36 08 01.46180(N)    085 27 03.66203(W) AD(       ) 2
 GB1690  NAD 83(1995)-  36 08 01.46473(N)    085 27 03.66364(W) AD(       ) 2
 GB1690  NAD 83(1986)-  36 08 01.47204(N)    085 27 03.66252(W) AD(       ) 2
 GB1690  NAD 27      -  36 08 01.24621(N)    085 27 03.74773(W) AD(       ) 2
 GB1690  NGVD 29 (07/19/86)  376.05   (m)         1233.8    (f) LEVELING    3  
 GB1690
 GB1690.Superseded values are not recommended for survey control.
 GB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1690.See file dsdata.txt to determine how the superseded data were derived.
 GB1690
 GB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3937599893(NAD 83)
 GB1690_MARKER: DE = TRAVERSE STATION DISK
 GB1690_SETTING: 66 = SET IN ROCK OUTCROP
 GB1690_SP_SET: BEDROCK
 GB1690_STAMPING: CLOVER 2 1968
 GB1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1690+STABILITY: POSITION/ELEVATION WELL
 GB1690
 GB1690  HISTORY     - Date     Condition        Report By
 GB1690  HISTORY     - 1968     MONUMENTED       CGS
 GB1690  HISTORY     - 1968     GOOD             CGS
 GB1690
 GB1690                          STATION DESCRIPTION
 GB1690
 GB1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GB1690'THE STATION IS LOCATED ATOP A LOW HILL ABOUT 4 MILES SOUTH OF
 GB1690'ALGOOD, 3 MILES SOUTHEAST OF COOKEVILLE AND ABOUT 0.15 OF A MILE
 GB1690'SOUTH-SOUTHWEST OF THE DIAMOND INTERCHANGE WHERE U. S. HIGHWAY 70N
 GB1690'PASSES OVER INTERSTATE ROUTE 40.  IT IS ON THE PROPERTY OF MR.
 GB1690'F. C. FOWLER.
 GB1690'
 GB1690'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUTNAM COUNTY
 GB1690'COURTHOUSE SQUARE IN COOKEVILLE, GO EAST AND SOUTH ON U. S. HIGHWAY
 GB1690'70N FOR 3.45 MILES TO A DIAMOND INTERCHANGE FOR INTERSTATE ROUTE
 GB1690'40.  PASS OVER INTERSTATE ROUTE 40 AND CONTINUE SOUTH ON U. S.
 GB1690'HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP RIGHT DIRECTLY
 GB1690'WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.  HERE TURN SHARP
 GB1690'RIGHT ON THIS GRAVELED ROAD AND GO NORTHWEST AND WEST FOR 0.1 OF A
 GB1690'MILE TO A FIELD ROAD LEFT, TURN LEFT ON THIS FIELD ROAD AND
 GB1690'GO SOUTH 0.15 OF A MILE TO A WOVEN WIRE FENCE AND THE STATION
 GB1690'JUST SOUTH OF THIS FENCE AS DESCRIBED.  THIS POINT WILL BE
 GB1690'JUST SOUTH OF A HOWARD JOHNSONS MOTOR LODGE WHEN IT IS
 GB1690'COMPLETED.
 GB1690'
 GB1690'THE STATION IS IN A SMALL PASTURE ON THE EAST SLOPE OF THE HILL
 GB1690'AND ABOUT 6 FEET BELOW THE HIGHEST POINT, 74 FEET EAST OF A
 GB1690'NORTHWEST FENCE CORNER POST, 57 FEET WEST OF A 12-INCH FORKED
 GB1690'TRUNKED CEDAR TREE, 4.2 FEET SOUTH OF A WOVEN WIRE FENCE, AND 4.1
 GB1690'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GB1690'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK
 GB1690'AND THE DISK IS STAMPED CLOVER 2 1968.
 GB1690'
 GB1690'REFERENCE MARK NO. 3 IS ON THE EAST SLOPE OF THE HILL ABOUT 7 FEET
 GB1690'BELOW THE ELEVATION OF THE STATION, 50 FEET EAST OF A METAL WITNESS
 GB1690'POST AND SIGN, 7 FEET WEST OF A 12-INCH FORKED TRUNKED CEDAR TREE,
 GB1690'AND 5.5 FEET SOUTH OF A WOVEN WIRE FENCE.  IT IS A STANDARD DISK
 GB1690'CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK AND
 GB1690'THE DISK IS STAMPED CLOVER 2 NO 3 1968.
 GB1690'
 GB1690'REFERENCE MARK NO. 4 IS ON THE EAST SLOPE OF THE HILL ABOUT 1 FOOT
 GB1690'ABOVE THE ELEVATION OF THE STATION, 56 FEET SOUTH OF A WOVEN
 GB1690'WIRE FENCE, 56 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND
 GB1690'5 FEET WEST OF A 16-INCH CEDAR TREE.  IT IS A STANDARD DISK
 GB1690'CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK AND
 GB1690'THE DISK IS STAMPED CLOVER 2 NO 4 1968.
 GB1690'
 GB1690'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GB1690'REFERENCE MARK NO. 4 IS 73.16 FEET - 22.298 METERS.
 GB1690'
 GB1690'TRAVERSE STATION TS-H2 1960 ABOUT 1.1 MILE EAST OF THE STATION WILL
 GB1690'SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GB1690
 GB1690                          STATION RECOVERY (1968)
 GB1690
 GB1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GB1690'3 MI SE FROM COOKEVILLE.
 GB1690'THIS MARK IS AT THE CLOVER 2 1968 TRAVERSE STATION SITE.  IT IS
 GB1690'3.45 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 70N FROM THE
 GB1690'SOUTHEAST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE
 GB1690'TO THE DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.  CONTINUE
 GB1690'SOUTH ON U.S. HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP
 GB1690'RIGHT DIRECTLY WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.
 GB1690'HERE TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON THE
 GB1690'GRAVELED ROAD FOR 0.1 MILE TO A FIELD ROAD LEFT, TURN LEFT ON
 GB1690'THE FIELD ROAD AND GO SOUTH 0.15 OF A MILE TO A WOVEN WIRE FENCE
 GB1690'AND THE MARK AS DESCRIBED.  IT IS 74 FEET EAST OF A NORTHWEST
 GB1690'FENCE CORNER POST, 57 FEET WEST OF A 12-INCH FORKED TRUNKED
 GB1690'CEDAR TREE, 53.76 FEET NORTH OF REFERENCE MARK NO. 4, 51.79
 GB1690'FEET WEST-NORTHWEST OF REFERENCE MARK NO. 3, 4.2 FEET SOUTH OF
 GB1690'THE WOVEN WIRE FENCE, AND 4.1 FEET SOUTH OF A METAL WITNESS
 GB1690'POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GB1690'IN OUTCROPPING LIMESTONE BEDROCK AND THE DISK IS STAMPED CLOVER
 GB1690'2 1968.  NOTE-- THIS MARK WILL BE JUST SOUTH OF A HOWARD
 GB1690'JOHNSONS MOTOR LODGE WHEN IT IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1691 ***********************************************************************
 GB1691  DESIGNATION -  CLOVER 2 RM 3
 GB1691  PID         -  GB1691
 GB1691  STATE/COUNTY-  TN/PUTNAM
 GB1691  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1691
 GB1691                         *CURRENT SURVEY CONTROL
 GB1691  ___________________________________________________________________
 GB1691* NAD 83(1986)-  36 08 02.     (N)    085 27 03.     (W)     SCALED    
 GB1691* NAVD 88     -       373.90   (meters)    1226.7    (feet)  RESET     
 GB1691  ___________________________________________________________________
 GB1691  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1691
 GB1691  VERT ORDER  -  THIRD
 GB1691
 GB1691.The horizontal coordinates were scaled from a topographic map and have
 GB1691.an estimated accuracy of +/- 6 seconds.
 GB1691
 GB1691.The orthometric height was computed from unverified reset data.
 GB1691
 GB1691.The geoid height was determined by GEOID03.
 GB1691
 GB1691;                    North         East    Units  Estimated Accuracy
 GB1691;SPC TN       -   199,910.      649,430.      MT  (+/- 180 meters Scaled)
 GB1691
 GB1691                          SUPERSEDED SURVEY CONTROL
 GB1691
 GB1691.No superseded survey control is available for this station.
 GB1691
 GB1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE393999(NAD 83)
 GB1691_MARKER: DR = REFERENCE MARK DISK
 GB1691_SETTING: 66 = SET IN ROCK OUTCROP
 GB1691_SP_SET: BEDROCK
 GB1691_STAMPING: CLOVER 2 NO 3 1968
 GB1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1691+STABILITY: POSITION/ELEVATION WELL
 GB1691
 GB1691  HISTORY     - Date     Condition        Report By
 GB1691  HISTORY     - 1968     MONUMENTED       CGS
 GB1691
 GB1691                          STATION DESCRIPTION
 GB1691
 GB1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB1691'3 MI SE FROM COOKEVILLE.
 GB1691'THIS MARK IS AT THE CLOVER 2 1968 TRAVERSE STATION SITE.  IT IS
 GB1691'3.45 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 70N FROM THE
 GB1691'SOUTHEAST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE
 GB1691'TO THE DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.  CONTINUE
 GB1691'SOUTH ON U.S. HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP
 GB1691'RIGHT DIRECTLY WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.  HERE
 GB1691'TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON THE GRAVELED ROAD
 GB1691'FOR 0.1 MILE TO A FIELD ROAD LEFT, TURN LEFT ON THE FIELD ROAD
 GB1691'AND GO SOUTH FOR 0.15 OF A MILE TO A WOVEN WIRE FENCE AND THE
 GB1691'MARK AS DESCRIBED.  IT IS 73.16 FEET NORTHEAST OF REFERENCE MARK NO.
 GB1691'4, 51.79 FEET EAST-SOUTHEAST OF THE STATION MARK, 50 FEET EAST
 GB1691'OF A METAL WITNESS POST AND SIGN, 7 FEET WEST OF A 12-INCH
 GB1691'FORKED TRUNKED CEDAR TREE, AND 5.5 FEET SOUTH OF A WOVEN WIRE
 GB1691'FENCE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 GB1691'HOLE IN OUTCROPPING LIMESTONE BEDROCK AND THE DISK IS STAMPED
 GB1691'CLOVER 2 NO 3 1968.  NOTE-- THIS MARK WILL BE JUST SOUTH OF A
 GB1691'HOWARD JOHNSONS MOTOR LODGE WHEN IT IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1692 ***********************************************************************
 GB1692  DESIGNATION -  CLOVER 2 RM 4
 GB1692  PID         -  GB1692
 GB1692  STATE/COUNTY-  TN/PUTNAM
 GB1692  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1692
 GB1692                         *CURRENT SURVEY CONTROL
 GB1692  ___________________________________________________________________
 GB1692* NAD 83(1986)-  36 08 02.     (N)    085 27 03.     (W)     SCALED    
 GB1692* NAVD 88     -       375.73   (meters)    1232.7    (feet)  RESET     
 GB1692  ___________________________________________________________________
 GB1692  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1692
 GB1692  VERT ORDER  -  THIRD
 GB1692
 GB1692.The horizontal coordinates were scaled from a topographic map and have
 GB1692.an estimated accuracy of +/- 6 seconds.
 GB1692
 GB1692.The orthometric height was computed from unverified reset data.
 GB1692
 GB1692.The geoid height was determined by GEOID03.
 GB1692
 GB1692;                    North         East    Units  Estimated Accuracy
 GB1692;SPC TN       -   199,910.      649,430.      MT  (+/- 180 meters Scaled)
 GB1692
 GB1692                          SUPERSEDED SURVEY CONTROL
 GB1692
 GB1692.No superseded survey control is available for this station.
 GB1692
 GB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE393999(NAD 83)
 GB1692_MARKER: DR = REFERENCE MARK DISK
 GB1692_SETTING: 66 = SET IN ROCK OUTCROP
 GB1692_SP_SET: BEDROCK
 GB1692_STAMPING: CLOVER 2 NO 4 1968
 GB1692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1692+STABILITY: POSITION/ELEVATION WELL
 GB1692
 GB1692  HISTORY     - Date     Condition        Report By
 GB1692  HISTORY     - 1968     MONUMENTED       CGS
 GB1692
 GB1692                          STATION DESCRIPTION
 GB1692
 GB1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB1692'3 MI SE FROM COOKEVILLE.
 GB1692'THIS MARK IS AT THE CLOVER 2 1968 TRAVERSE STATION SITE.  IT IS
 GB1692'3.45 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 70N FROM THE
 GB1692'SOUTHEAST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE
 GB1692'TO THE DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.  CONTINUE
 GB1692'SOUTH ON U.S. HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP
 GB1692'RIGHT DIRECTLY WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.  HERE
 GB1692'TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON THE GRAVELED ROAD
 GB1692'FOR 0.1 MILE TO A FIELD ROAD LEFT, TURN LEFT ON THE FIELD ROAD
 GB1692'AND GO SOUTH FOR 0.15 OF A MILE TO A WOVEN WIRE FENCE AND THE
 GB1692'MARK DESCRIBED.  IT IS 73.16 FEET SOUTHWEST OF REFERENCE MARK NO.
 GB1692'3, 56 FEET SOUTH OF A WOVEN WIRE FENCE, 56 FEET SOUTH OF A METAL
 GB1692'WITNESS POST AND SIGN, 53.76 FEET SOUTH OF THE STATION MARK, AND
 GB1692'5 FEET WEST OF A 16-INCH CEDAR TREE.  IT IS A STANDARD DISK
 GB1692'CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK AND
 GB1692'THE DISK IS STAMPED CLOVER 2 NO 4 1968.  NOTE-- THIS MARK WILL
 GB1692'BE JUST SOUTH OF A HOWARD JOHNSONS MOTOR LODGE WHEN IT IS
 GB1692'COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0345 ***********************************************************************
 GA0345  DESIGNATION -  CLOVER RM 1
 GA0345  PID         -  GA0345
 GA0345  STATE/COUNTY-  TN/SULLIVAN
 GA0345  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0345
 GA0345                         *CURRENT SURVEY CONTROL
 GA0345  ___________________________________________________________________
 GA0345* NAD 83(1986)-  36 35 10.     (N)    082 15 41.     (W)     SCALED    
 GA0345* NAVD 88     -       545.775  (meters)    1790.60   (feet)  ADJUSTED  
 GA0345  ___________________________________________________________________
 GA0345  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0345  DYNAMIC HT  -         545.269 (meters)    1788.94  (feet)  COMP
 GA0345  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0345
 GA0345  VERT ORDER  -  SECOND    CLASS 0
 GA0345
 GA0345.The horizontal coordinates were scaled from a topographic map and have
 GA0345.an estimated accuracy of +/- 6 seconds.
 GA0345
 GA0345.The orthometric height was determined by differential leveling
 GA0345.and adjusted by the National Geodetic Survey in June 1991..
 GA0345
 GA0345.The geoid height was determined by GEOID03.
 GA0345
 GA0345.The dynamic height is computed by dividing the NAVD 88
 GA0345.geopotential number by the normal gravity value computed on the
 GA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0345.degrees latitude (g = 980.6199 gals.).
 GA0345
 GA0345.The modeled gravity was interpolated from observed gravity values.
 GA0345
 GA0345;                    North         East    Units  Estimated Accuracy
 GA0345;SPC TN       -   256,340.      934,510.      MT  (+/- 180 meters Scaled)
 GA0345
 GA0345                          SUPERSEDED SURVEY CONTROL
 GA0345
 GA0345  NGVD 29 (??/??/92)  545.907  (m)         1791.03   (f) ADJ UNCH    2 0
 GA0345
 GA0345.Superseded values are not recommended for survey control.
 GA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0345.See file dsdata.txt to determine how the superseded data were derived.
 GA0345
 GA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871497(NAD 83)
 GA0345_MARKER: DR = REFERENCE MARK DISK
 GA0345_SETTING: 66 = SET IN ROCK OUTCROP
 GA0345_SP_SET: OUTCROPPING BEDROCK
 GA0345_STAMPING: CLOVER NO 1 1961
 GA0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0345+STABILITY: POSITION/ELEVATION WELL
 GA0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0345+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 GA0345
 GA0345  HISTORY     - Date     Condition        Report By
 GA0345  HISTORY     - 1961     MONUMENTED       CGS
 GA0345  HISTORY     - 20030526 GOOD             GEOCAC
 GA0345
 GA0345                          STATION DESCRIPTION
 GA0345
 GA0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0345'1.1 MI W FROM BRISTOL.
 GA0345'THIS MARK IS LOCATED AT THE CLOVER 1961 STATION SITE, 38.7 FT.
 GA0345'SOUTHWEST OF THE STATION MARK, 59.6 FT. NORTH OF FENCE LINE, 59.3
 GA0345'FT. NORTHEAST OF A WITNESS SIGN, AND 8.3 FT. SOUTH OF A SHARP CUT
 GA0345'IN RIGHT-OF-WAY CUT.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA0345'TOP OF OUTCROPPING BEDROCK AND IS ABOUT 20 FT. ABOVE THE LEVEL OF
 GA0345'THE HIGHWAY.
 GA0345
 GA0345                          STATION RECOVERY (2003)
 GA0345
 GA0345'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA0345'ERRORS IN STATION DESCRIPTION AND OFFICIAL HISTORY SHOULD BE CHANGED
 GA0345'TO REFLECT THE FACT THAT CLOVER RM 1 IS LOCATED AT THE CLOVER 1961
 GA0345'STATION SITE, 39.6 FEET SW OF THE STATION MARK AND 3 FEET FROM A
 GA0345'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0345'GROUND AND IS ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0347 ***********************************************************************
 GA0347  DESIGNATION -  CLOVER RM 2
 GA0347  PID         -  GA0347
 GA0347  STATE/COUNTY-  TN/SULLIVAN
 GA0347  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0347
 GA0347                         *CURRENT SURVEY CONTROL
 GA0347  ___________________________________________________________________
 GA0347* NAD 83(1986)-  36 35 10.     (N)    082 15 41.     (W)     SCALED    
 GA0347* NAVD 88     -       542.496  (meters)    1779.84   (feet)  ADJUSTED  
 GA0347  ___________________________________________________________________
 GA0347  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0347  DYNAMIC HT  -         541.993 (meters)    1778.19  (feet)  COMP
 GA0347  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0347
 GA0347  VERT ORDER  -  SECOND    CLASS 0
 GA0347
 GA0347.The horizontal coordinates were scaled from a topographic map and have
 GA0347.an estimated accuracy of +/- 6 seconds.
 GA0347
 GA0347.The orthometric height was determined by differential leveling
 GA0347.and adjusted by the National Geodetic Survey in June 1991..
 GA0347
 GA0347.The geoid height was determined by GEOID03.
 GA0347
 GA0347.The dynamic height is computed by dividing the NAVD 88
 GA0347.geopotential number by the normal gravity value computed on the
 GA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0347.degrees latitude (g = 980.6199 gals.).
 GA0347
 GA0347.The modeled gravity was interpolated from observed gravity values.
 GA0347
 GA0347;                    North         East    Units  Estimated Accuracy
 GA0347;SPC TN       -   256,340.      934,510.      MT  (+/- 180 meters Scaled)
 GA0347
 GA0347                          SUPERSEDED SURVEY CONTROL
 GA0347
 GA0347  NGVD 29 (??/??/92)  542.628  (m)         1780.27   (f) ADJ UNCH    2 0
 GA0347
 GA0347.Superseded values are not recommended for survey control.
 GA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0347.See file dsdata.txt to determine how the superseded data were derived.
 GA0347
 GA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871497(NAD 83)
 GA0347_MARKER: DR = REFERENCE MARK DISK
 GA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0347_STAMPING: CLOVER NO 2 1961
 GA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0347+STABILITY: SURFACE MOTION
 GA0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0347+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 GA0347
 GA0347  HISTORY     - Date     Condition        Report By
 GA0347  HISTORY     - 1961     MONUMENTED       CGS
 GA0347  HISTORY     - 20030526 GOOD             GEOCAC
 GA0347
 GA0347                          STATION DESCRIPTION
 GA0347
 GA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0347'1.1 MI W FROM BRISTOL.
 GA0347'THIS MARK IS LOCATED AT THE CLOVER 1961 STATION SITE, 60.7 FT.
 GA0347'NORTH OF THE STATION MARK, 16 FT. SOUTH OF HIGHWAY CUT, AND 3 FT.
 GA0347'NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0347'FLUSH WITH THE GROUND AND IS ABOUT 25 FT. ABOVE THE LEVEL OF THE
 GA0347'HIGHWAY.
 GA0347
 GA0347                          STATION RECOVERY (2003)
 GA0347
 GA0347'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA0347'ERRORS IN BOTH THE STATION DESCRIPTION AND THE OFFICIAL HISTORY SHOULD
 GA0347'BE CHANGED TO REFLECT THE FACT THAT
 GA0347'CLOVER RM 2 IS LOCATED AT THE CLOVER 1961 STATION SITE, 61 FEET N OF
 GA0347'THE STATION MARK, 16 FEET S OF THE HIGHWAY CUT.  THE DISK IS CEMENTED
 GA0347'IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK AND IS ABOUT 20 FEET
 GA0347'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1666 ***********************************************************************
 FC1666  DESIGNATION -  CLOYD
 FC1666  PID         -  FC1666
 FC1666  STATE/COUNTY-  TN/LOUDON
 FC1666  USGS QUAD   -  MEADOW (1984)
 FC1666
 FC1666                         *CURRENT SURVEY CONTROL
 FC1666  ___________________________________________________________________
 FC1666* NAD 83(1995)-  35 42 37.93150(N)    084 10 46.12012(W)     ADJUSTED  
 FC1666* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 FC1666  ___________________________________________________________________
 FC1666  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 FC1666  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC1666
 FC1666  HORZ ORDER  -  SECOND
 FC1666
 FC1666.The horizontal coordinates were established by classical geodetic methods
 FC1666.and adjusted by the National Geodetic Survey in April 1999..
 FC1666
 FC1666.The orthometric height was scaled from a topographic map.
 FC1666
 FC1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1666
 FC1666.The geoid height was determined by GEOID03.
 FC1666
 FC1666;                    North         East     Units Scale Factor Converg.
 FC1666;SPC TN       -   154,331.401   764,725.130   MT  0.99995071   +1 03 56.9
 FC1666;SPC TN       -   506,335.60  2,508,935.70   sFT  0.99995071   +1 03 56.9
 FC1666;UTM  16      - 3,955,511.143   755,165.797   MT  1.00040240   +1 38 49.9
 FC1666
 FC1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1666!SPC TN       -   0.99994202  x   0.99995071  =   0.99989274
 FC1666!UTM  16      -   0.99994202  x   1.00040240  =   1.00034440
 FC1666
 FC1666|---------------------------------------------------------------------|
 FC1666| PID    Reference Object                     Distance      Geod. Az  |
 FC1666|                                                           dddmmss.s |
 FC1666| CZ4763 CLOYD RM 1                           23.592 METERS 09507     |
 FC1666| CZ4764 CLOYD RM 2                           17.816 METERS 17823     |
 FC1666| CZ4762 CLOYD AZ MK                                        2782645.2 |
 FC1666|---------------------------------------------------------------------|
 FC1666
 FC1666                          SUPERSEDED SURVEY CONTROL
 FC1666
 FC1666  NAD 83(1995)-  35 42 37.93848(N)    084 10 46.11848(W) AD(       ) 2
 FC1666  NAD 83(1986)-  35 42 37.94412(N)    084 10 46.11640(W) AD(       ) 2
 FC1666  NAD 27      -  35 42 37.66300(N)    084 10 46.42600(W) AD(       ) 2
 FC1666
 FC1666.Superseded values are not recommended for survey control.
 FC1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1666.See file dsdata.txt to determine how the superseded data were derived.
 FC1666
 FC1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5516655511(NAD 83)
 FC1666_MARKER: DS = TRIANGULATION STATION DISK
 FC1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1666
 FC1666  HISTORY     - Date     Condition        Report By
 FC1666  HISTORY     - 1934     MONUMENTED       CGS
 FC1666  HISTORY     - 1935     GOOD             CGS
 FC1666
 FC1666                          STATION DESCRIPTION
 FC1666
 FC1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1666'ABOUT 4-1/4 MILES SOUTHWEST OF FRIENDSVILLE, 3-1/2 MILES
 FC1666'NORTH-NORTHEAST OF MORGANTON, 3/4 MILE NORTHWEST OF MEADOW, ON
 FC1666'HIGH POINTED KNOB, AND ON PROPERTY OF JOE TUCK. TO REACH FROM POST
 FC1666'OFFICE AT LENOIR CITY, GO NORTH 0.3 MILE ON U.S.  ROUTE 11, TURN
 FC1666'RIGHT ONTO PAVED STREET AND GO 0.8 MILE TO FERRY, AFTER CROSSING
 FC1666'FERRY FOLLOW MAIN ROAD 5.1 MILES TO T-ROAD, FOLLOW RIGHT FORK
 FC1666'(MAIN ROAD) 1.3 MILES TO TURPENTINE, FOLLOW LEFT FORK BETWEEN TWO
 FC1666'STORES AND GO EAST 0.3 MILE TO FORKS (LOCATION OF AZIMUTH MARK),
 FC1666'FOLLOW RIGHT FORK 1.3 MILES TO TRIANGLE-BLAZED CEDAR TREE, TURN LEFT
 FC1666'ONTO ROUGH FARM ROAD AND GO 0.2 MILE TO CULTIVATED FIELD (END OF
 FC1666'TRUCK TRAVEL), AND FOLLOW WAGON ROAD STRAIGHT AHEAD ABOUT 1/4
 FC1666'MILE TO TOP OF HILL AND STATION SITE AT NORTHWEST EDGE OF PEACH
 FC1666'ORCHARD, 54 FEET NORTHEAST OF 12-INCH BLAZED LOCUST TREE AND ABOUT 40
 FC1666'FEET NORTHWEST OF AND 3 FEET LOWER THAN HIGHEST POINT. SURFACE AND
 FC1666'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1666'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FC1666'CONCRETE.  NO. 1 IS IN ORCHARD, ON HIGHEST POINT OF
 FC1666'RIDGE, AND 77.40 FEET FROM STATION. NO. 2
 FC1666'IS IN ORCHARD, SLIGHTLY LOWER THAN HIGHEST POINT OF RIDGE, AND
 FC1666'58.45 FEET FROM STATION. AZIMUTH MARK IS
 FC1666'0.3 MILE EAST OF TURPENTINE, IN PASTURE OF H.C. GREENWAYS FARM, NEAR
 FC1666'FORK IN ROAD MENTIONED ABOVE, 79.7 FEET FROM JUNCTION OF CENTER
 FC1666'LINES MEASURED ALONG NORTH FORK, 24.9 FEET EAST OF CENTER LINE OF
 FC1666'NORTH FORK, 1.9 FEET INSIDE OF FENCE LINE, AND ABOUT 1.25 MILES
 FC1666'FROM STATION.
 FC1666
 FC1666                          STATION RECOVERY (1935)
 FC1666
 FC1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1666'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FC1666'AS DESCRIBED.
 FC1666'
 FC1666'AZIMUTH MARK IS SET IN A CONCRETE CYLINDER ABOUT 1.25 MILES WSW OF
 FC1666'THE STATION.
 FC1666'
 FC1666'A 4-FOOT INSTRUMENT STAND WILL CLEAR ALL LINES. THE REFERENCE MARKS
 FC1666'AND THE AZIMUTH MARK ARE ALL VISIBLE FROM THE GROUND AT THE STATION
 FC1666'WITH THE POSSIBLE EXCEPTION OF THE CLEARING OF A FEW SMALL WEEDS AND
 FC1666'BUSHES WHICH GROW UP VERY RAPIDLY AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2502 ***********************************************************************
 FE2502  DESIGNATION -  COATS
 FE2502  PID         -  FE2502
 FE2502  STATE/COUNTY-  TN/FAYETTE
 FE2502  USGS QUAD   -  MACON (1983)
 FE2502
 FE2502                         *CURRENT SURVEY CONTROL
 FE2502  ___________________________________________________________________
 FE2502* NAD 83(1995)-  35 14 00.64991(N)    089 26 34.06455(W)     ADJUSTED  
 FE2502* NAVD 88     -       131.09   (+/-2cm)     430.1    (feet)  VERTCON   
 FE2502  ___________________________________________________________________
 FE2502  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2502  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2502
 FE2502  HORZ ORDER  -  THIRD
 FE2502  VERT ORDER  -  THIRD ? (See Below)
 FE2502
 FE2502.The horizontal coordinates were established by classical geodetic methods
 FE2502.and adjusted by the National Geodetic Survey in April 1999..
 FE2502
 FE2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2502.The vertical order pertains to the NGVD 29 superseded value.
 FE2502
 FE2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2502
 FE2502.The geoid height was determined by GEOID03.
 FE2502
 FE2502;                    North         East     Units Scale Factor Converg.
 FE2502;SPC TN       -   105,387.166   286,672.662   MT  1.00000295   -2 00 56.0
 FE2502;SPC TN       -   345,757.73    940,525.23   sFT  1.00000295   -2 00 56.0
 FE2502;UTM  16      - 3,901,674.197   277,703.262   MT  1.00020904   -1 24 35.5
 FE2502
 FE2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2502!SPC TN       -   0.99998375  x   1.00000295  =   0.99998670
 FE2502!UTM  16      -   0.99998375  x   1.00020904  =   1.00019279
 FE2502
 FE2502|---------------------------------------------------------------------|
 FE2502| PID    Reference Object                     Distance      Geod. Az  |
 FE2502|                                                           dddmmss.s |
 FE2502| CG3808 COATS RM 1                           21.240 METERS 07851     |
 FE2502| CG3809 COATS RM 2                           23.366 METERS 16202     |
 FE2502| CG3807 COATS AZ MK                                        2615527.2 |
 FE2502|---------------------------------------------------------------------|
 FE2502
 FE2502                          SUPERSEDED SURVEY CONTROL
 FE2502
 FE2502  NAD 83(1995)-  35 14 00.65362(N)    089 26 34.06461(W) AD(       ) 3
 FE2502  NAD 83(1995)-  35 14 00.65421(N)    089 26 34.06463(W) AD(       ) 3
 FE2502  NAD 83(1986)-  35 14 00.66192(N)    089 26 34.06485(W) AD(       ) 3
 FE2502  NAD 27      -  35 14 00.34910(N)    089 26 33.79960(W) AD(       ) 3
 FE2502  NGVD 29 (07/19/86)  131.06   (m)          430.0    (f) LEVELING    3  
 FE2502
 FE2502.Superseded values are not recommended for survey control.
 FE2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2502.See file dsdata.txt to determine how the superseded data were derived.
 FE2502
 FE2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7770301674(NAD 83)
 FE2502_MARKER: DS = TRIANGULATION STATION DISK
 FE2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2502
 FE2502  HISTORY     - Date     Condition        Report By
 FE2502  HISTORY     - 1958     MONUMENTED       CGS
 FE2502  HISTORY     - 20040804 MARK NOT FOUND   USACE
 FE2502
 FE2502                          STATION DESCRIPTION
 FE2502
 FE2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2502'THE STATION IS ABOUT 5.5 MILES WEST OF SOMERVILLE, 4 MILES EAST OF
 FE2502'OAKLAND, IN THE NORTHEAST CORNER OF WARREN JUNCTION, AND ON THE
 FE2502'PROPERTY OF MR. COATS. IT IS 106 FEET NORTH OF THE CENTER LINE OF
 FE2502'U.S. HIGHWAY 64, 50 FEET EAST OF THE CENTER LINE OF A PAVED
 FE2502'ROAD, 119 FEET NORTH-NORTHEAST OF THE CENTER LINES OF U.S. HIGHWAY 64
 FE2502'AND THE PAVED ROAD (PICTURE POINT), 13 FEET SOUTH OF FENCE LINE, 19
 FE2502'FEET SOUTHEAST OF THE CORNER OF FENCE LINE, 13 FEET SOUTHEAST OF A
 FE2502'WHITE WITNESS POST, AND 130 FEET WEST OF THE SOUTHWEST CORNER
 FE2502'OF STABLE. THE MONUMENT IS FLUSH AND THE DISK STAMPED COATS
 FE2502'1958.
 FE2502'
 FE2502'TO REACH THE STATION FROM THE BRICK SCHOOL HOUSE ON THE SOUTH SIDE OF
 FE2502'U.S. HIGHWAY 64 IN OAKLAND, GO EAST FOR 4.3 MILES ON U.S.
 FE2502'HIGHWAY 64 TO THE STATION ON THE LEFT. TO REACH THE AZIMUTH MARK, GO
 FE2502'WEST ON U.S. HIGHWAY 64 FOR 0.2 MILES TO MARK ON RIGHT.
 FE2502'
 FE2502'REFERENCE MARK 1 IS IN THE FENCE LINE, 60 FEET WEST OF THE SOUTHWEST
 FE2502'CORNER OF THE STABLE, AND 76 FEET EAST OF A WHITE WITNESS POST. THE
 FE2502'MONUMENT IS FLUSH AND THE DISK STAMPED COATS NO 1 1958.
 FE2502'
 FE2502'REFERENCE MARK 2 IS IN THE FENCE LINE, 30 FEET NORTH OF THE CENTER
 FE2502'LINE OF U.S. HIGHWAY 64, 74 FEET EAST OF THE CENTER LINE OF PAVED
 FE2502'ROAD, AND 25 FEET WEST OF A LOCUST TREE. THE MONUMENT IS FLUSH AND
 FE2502'THE DISK STAMPED COATS NO 2 1958.
 FE2502'
 FE2502'AZIMUTH MARK IS IN THE FENCE LINE, 33 FEET NORTH OF THE CENTER LINE
 FE2502'OF U.S. HIGHWAY 64, 1 FOOT EAST OF WHITE WITNESS POST, AND 24
 FE2502'FEET SOUTH OF A POWER LINE POLE. THE MONUMENT IS FLUSH AND THE DISK
 FE2502'STAMPED COATS 1958.
 FE2502'
 FE2502'TT 8 (USGS) MARK IS IN THE FENCE LINE, 32 FEET WEST OF THE CENTER
 FE2502'LINE OF U.S. HIGHWAY 64, AND 68 FEET WEST OF THE CENTER LINE OF
 FE2502'PAVED ROAD. MARK IS A STANDARD USGS (BM) DISK, STAMPED TT 8 CWH 1951,
 FE2502'AND IS SET IN A 8X8 INCH CONCRETE MONUMENT, PROJECTING 4 INCHES
 FE2502'ABOVE GROUND.
 FE2502'
 FE2502'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2502
 FE2502                          STATION RECOVERY (2004)
 FE2502
 FE2502'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 FE2502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1625 ***********************************************************************
 FD1625  DESIGNATION -  COBEL
 FD1625  PID         -  FD1625
 FD1625  STATE/COUNTY-  TN/HICKMAN
 FD1625  USGS QUAD   -  PLEASANTVILLE (1968)
 FD1625
 FD1625                         *CURRENT SURVEY CONTROL
 FD1625  ___________________________________________________________________
 FD1625* NAD 83(1995)-  35 43 27.10792(N)    087 40 35.92810(W)     ADJUSTED  
 FD1625* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 FD1625  ___________________________________________________________________
 FD1625  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1625  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD1625
 FD1625  HORZ ORDER  -  SECOND
 FD1625
 FD1625.The horizontal coordinates were established by classical geodetic methods
 FD1625.and adjusted by the National Geodetic Survey in April 1999..
 FD1625
 FD1625.The orthometric height was scaled from a topographic map.
 FD1625
 FD1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1625
 FD1625.The geoid height was determined by GEOID03.
 FD1625
 FD1625;                    North         East     Units Scale Factor Converg.
 FD1625;SPC TN       -   155,614.151   448,317.698   MT  0.99995023   -0 58 53.7
 FD1625;SPC TN       -   510,544.09  1,470,855.65   sFT  0.99995023   -0 58 53.7
 FD1625;UTM  16      - 3,953,569.530   438,803.348   MT  0.99964615   -0 23 42.3
 FD1625
 FD1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1625!SPC TN       -   0.99996378  x   0.99995023  =   0.99991402
 FD1625!UTM  16      -   0.99996378  x   0.99964615  =   0.99960995
 FD1625
 FD1625|---------------------------------------------------------------------|
 FD1625| PID    Reference Object                     Distance      Geod. Az  |
 FD1625|                                                           dddmmss.s |
 FD1625| CG5122 COBEL RM 1                            3.387 METERS 00659     |
 FD1625| CG5123 COBEL RM 2                            6.200 METERS 11425     |
 FD1625| CG5121 COBEL AZ MK                                        1190103.0 |
 FD1625| FD1619 AIRCON                              APPROX. 8.4 KM 3273147.7 |
 FD1625|---------------------------------------------------------------------|
 FD1625
 FD1625                          SUPERSEDED SURVEY CONTROL
 FD1625
 FD1625  NAD 83(1995)-  35 43 27.11013(N)    087 40 35.93161(W) AD(       ) 2
 FD1625  NAD 83(1986)-  35 43 27.11856(N)    087 40 35.92893(W) AD(       ) 2
 FD1625  NAD 27      -  35 43 26.87500(N)    087 40 35.85800(W) AD(       ) 2
 FD1625
 FD1625.Superseded values are not recommended for survey control.
 FD1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1625.See file dsdata.txt to determine how the superseded data were derived.
 FD1625
 FD1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3880353570(NAD 83)
 FD1625_MARKER: DS = TRIANGULATION STATION DISK
 FD1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1625
 FD1625  HISTORY     - Date     Condition        Report By
 FD1625  HISTORY     - 1934     MONUMENTED       CGS
 FD1625  HISTORY     - 1962     GOOD             CGS
 FD1625
 FD1625                          STATION DESCRIPTION
 FD1625
 FD1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1625'ABOUT 7 MILES EAST-SOUTHEAST OF LOBELVILLE, 7.5 MILES EAST OF
 FD1625'BEARDSTOWN, 2.7
 FD1625'MILES EAST OF HICKMAN-PERRY COUNTY LINE, ON
 FD1625'RIGHT-OF-WAY OF AND 29 FEET SOUTH
 FD1625'OF CENTER LINE OF STATE ROUTE 50,
 FD1625'AT PROPERTY OF SCOTT TIE CO, 15 FEET SOUTHEAST OF
 FD1625'6-INCH DOUBLE OAK
 FD1625'TREE, AND 30 FEET NORTH-NORTHEAST OF 12-INCH WHITE-OAK TREE.  TO
 FD1625'REACH FROM
 FD1625'JUNCTION OF ROUTES 13 AND 50 IN BEARDSTOWN, GO EAST 7.5
 FD1625'MILES ON ROUTE 50 TO TOP OF
 FD1625'GRADE AND STATION SITE.  SURFACE AND
 FD1625'UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FD1625'IN CONCRETE.
 FD1625'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1625'DISKS IN
 FD1625'CONCRETE.  NO 1 IS 64 FEET NORTH OF CENTER LINE OF ROAD, 24
 FD1625'FEET NORTH OF
 FD1625'8-INCH OAK TREE, 51 FEET EAST-SOUTHEAST OF 16-INCH OAK
 FD1625'TREE, AND 111.13 FEET FROM
 FD1625'STATION N 06 DEG 59 MIN E.  NO 2
 FD1625'IS 25 FEET NORTH OF CENTER LINE OF ROAD, 8
 FD1625'FEET SOUTHEAST OF 5-INCH
 FD1625'OAK TREE, AND 203.40 FEET FROM STATION S 65 DEG 35 MIN E.
 FD1625'AZIMUTH MARK IS 50 FEET SOUTH OF CENTER LINE OF HIGHWAY, 25 FEET EAST
 FD1625'OF INTERSECTION WITH DIM
 FD1625'SIDE ROAD TO RIGHT, 18 FEET NORTH OF DIM
 FD1625'SIDE ROAD, AND 0.1 MILE BY ROAD FROM
 FD1625'STATION N 49 DEG 01 MIN E.
 FD1625
 FD1625                          STATION RECOVERY (1962)
 FD1625
 FD1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1625'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION MARK SHOWS
 FD1625'EVIDENCE OF HAVING BEEN
 FD1625'STRUCK, BUT THE MARK IS PLUMB, SOLID IN THE GROUND AND
 FD1625'THE MEASUREMENTS TO THE
 FD1625'REFERENCE MARKS CHECK VERY CLOSE.  REFERENCE
 FD1625'MARK NO 1, REFERENCE MARK NO 2 AND THE
 FD1625'AZIMUTH MARK WERE RECOVERED IN
 FD1625'GOOD CONDITION.
 FD1625'
 FD1625'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1625'
 FD1625'THE STATION IS ON THE RIGHT-OF-WAY OF STATE ROUTE 50 (THIS IS KNOWN
 FD1625'AS THE JIM MCCORD HIGHWAY)
 FD1625'ABOUT 7.5 MILES EAST OF BEARDSTOWN, 7 MILES
 FD1625'EAST-SOUTHEAST OF LOBELVILLE 5
 FD1625'MILES SOUTH-SOUTHWEST OF COBLE, AND
 FD1625'2.7 MILES EAST OF THE PERRY-HICKMAN COUNTY LINE.
 FD1625'
 FD1625'TO REACH FROM THE BUFFALO RIVER BRIDGE AT THE JUNCTION OF STATE
 FD1625'ROUTES 50 AND 13 IN THE
 FD1625'SMALL COMMUNITY OF BEARDSTOWN, GO EAST ON STATE ROUTE 50
 FD1625'FOR 2.5 MILES TO THE CANE
 FD1625'CREEK BRIDGE, CONTINUE EAST FOR 2.5 MILES
 FD1625'TO THE PERRY-HICKMAN COUNTY LINE, CONTINUE
 FD1625'EAST FOR 2.7 MILES TO A
 FD1625'WOODS ROAD SHARP LEFT, AND 18-INCH, TRIANGLE BLAZED OAK TREE
 FD1625'ON THE LEFT AND
 FD1625'THE STATION ON THE RIGHT AS DESCRIBED.
 FD1625'
 FD1625'THE STATION IS 38 FEET SOUTHEAST OF A 10-INCH HICKORY TREE WITH A
 FD1625'WHITE PAINT BLAZE, 31 FEET
 FD1625'NORTH OF AN 8-INCH PINE TREE, 29 FEET SOUTH OF THE
 FD1625'APPROXIMATE CENTER OF STATE ROUTE
 FD1625'50, 26 FEET WEST OF A HIGHWAY CURVE
 FD1625'SIGN, AND 2.1 FEET NORTHEAST OF A METAL WITNESS POST
 FD1625'AND TVA SIGN.
 FD1625'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1625'MONUMENT THAT
 FD1625'PROJECTS 5 INCHES AND THE DISK IS STAMPED COBEL 1934.
 FD1625'
 FD1625'REFERENCE MARK NO 1 IS 75 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1625'STATE ROUTE 50, 10 FEET
 FD1625'NORTHEAST OF THE APPROXIMATE CENTER OF A WOODS ROAD, 2.4
 FD1625'FEET SOUTHWEST OF A METAL
 FD1625'WITNESS POST AND TVA SIGN, AND 2 FEET SOUTH
 FD1625'OF AN 8-INCH OAK TREE WITH A WHITE PAINT
 FD1625'BLAZE.  IT IS A STANDARD
 FD1625'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1625'PROJECTS 6 INCHES AND THE DISK IS STAMPED COBEL NO 1 1934.
 FD1625'
 FD1625'REFERENCE MARK NO 2 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FD1625'STATE ROUTE 50, 15 FEET
 FD1625'WEST OF A 6-INCH CHESTNUT OAK TREE WITH A WHITE
 FD1625'PAINT BLAZE, 6 FEET SOUTHEAST OF A
 FD1625'6-INCH HICKORY TREE WITH A WHITE
 FD1625'PAINT BLAZE, AND 2.4 FEET SOUTHWEST OF A METAL
 FD1625'WITNESS POST AND TVA
 FD1625'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1625'CONCRETE
 FD1625'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FD1625'COBEL NO 2 1934.
 FD1625'
 FD1625'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FD1625'ROUTE 50, 30 FEET SOUTHWEST
 FD1625'OF A 6-INCH OAK WITH A WHITE PAINT BLAZE AND 2.4
 FD1625'FEET NORTH OF A METAL WITNESS POST
 FD1625'AND TVA SIGN.  IT IS A STANDARD
 FD1625'REFERENCE DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1625'CONCRETE MONUMENT
 FD1625'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED COBEL AZI 1934.
 FD1625'
 FD1625'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON STATE
 FD1625'ROUTE 50 FOR 0.1 MILE TO A
 FD1625'VERY DIM ROAD ON THE RIGHT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1664 ***********************************************************************
 FC1664  DESIGNATION -  COCKSPUR RESET
 FC1664  PID         -  FC1664
 FC1664  STATE/COUNTY-  TN/BLOUNT
 FC1664  USGS QUAD   -  TALLASSEE (1985)
 FC1664
 FC1664                         *CURRENT SURVEY CONTROL
 FC1664  ___________________________________________________________________
 FC1664* NAD 83(1995)-  35 35 00.26116(N)    084 01 32.38910(W)     ADJUSTED  
 FC1664* NAVD 88     -       821.5    (meters)    2695.     (feet)  VERTCON   
 FC1664  ___________________________________________________________________
 FC1664  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 FC1664  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1664
 FC1664  HORZ ORDER  -  FIRST
 FC1664
 FC1664.The horizontal coordinates were established by classical geodetic methods
 FC1664.and adjusted by the National Geodetic Survey in April 1999..
 FC1664
 FC1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1664
 FC1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1664
 FC1664.The geoid height was determined by GEOID03.
 FC1664
 FC1664;                    North         East     Units Scale Factor Converg.
 FC1664;SPC TN       -   140,499.287   778,925.307   MT  0.99995792   +1 09 21.1
 FC1664;SPC TN       -   460,954.74  2,555,524.11   sFT  0.99995792   +1 09 21.1
 FC1664;SPC NC       -   214,907.644   154,342.614   MT  0.99988929   -2 54 02.4
 FC1664;SPC NC       -   705,076.16    506,372.39   sFT  0.99988929   -2 54 02.4
 FC1664;UTM  16      - 3,941,816.389   769,512.046   MT  1.00049520   +1 43 54.4
 FC1664;UTM  17      - 3,941,958.264   225,835.667   MT  1.00052638   -1 45 42.1
 FC1664
 FC1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1664!SPC TN       -   0.99987576  x   0.99995792  =   0.99983369
 FC1664!SPC NC       -   0.99987576  x   0.99988929  =   0.99976507
 FC1664!UTM  16      -   0.99987576  x   1.00049520  =   1.00037090
 FC1664!UTM  17      -   0.99987576  x   1.00052638  =   1.00040208
 FC1664
 FC1664|---------------------------------------------------------------------|
 FC1664| PID    Reference Object                     Distance      Geod. Az  |
 FC1664|                                                           dddmmss.s |
 FC1664| CZ4766 COCKSPUR RM                                        04828     |
 FC1664| FB2636 LITTLE BALD                         APPROX.16.1 KM 1153700.3 |
 FC1664| FC1691 LITTLE FODDERSTACK                  APPROX.14.8 KM 1763939.0 |
 FC1664| FC1690 BIG FODDERSTACK                     APPROX.19.0 KM 1802955.8 |
 FC1664|---------------------------------------------------------------------|
 FC1664
 FC1664                          SUPERSEDED SURVEY CONTROL
 FC1664
 FC1664  NAD 83(1995)-  35 35 00.26816(N)    084 01 32.38687(W) AD(       ) 1
 FC1664  NAD 83(1986)-  35 35 00.27328(N)    084 01 32.38541(W) AD(       ) 1
 FC1664  NAD 27      -  35 34 59.97500(N)    084 01 32.73300(W) AD(       ) 1
 FC1664  NGVD 29 (07/19/86)  821.6    (m)         2696.     (f) VERT ANG       
 FC1664
 FC1664.Superseded values are not recommended for survey control.
 FC1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1664.See file dsdata.txt to determine how the superseded data were derived.
 FC1664
 FC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6951241816(NAD 83)
 FC1664_MARKER: X = CHISELED CROSS
 FC1664_SETTING: 66 = SET IN ROCK OUTCROP
 FC1664_SP_SET: PARTIALLY EXPOSED BEDROCK
 FC1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1664
 FC1664  HISTORY     - Date     Condition        Report By
 FC1664  HISTORY     - 1941     MONUMENTED       CGS
 FC1664  HISTORY     - 1934     GOOD             CGS
 FC1664  HISTORY     - 1980     GOOD             NGS
 FC1664
 FC1664                          STATION DESCRIPTION
 FC1664
 FC1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1664'ABOUT 2-1/2 MILES SOUTH OF YELLOW SULPHUR, ON HIGH SHARP POINT ON
 FC1664'CHILHOWEE MOUNTAIN, ABOUT 1/2 MILE WEST OF DOUBLE POWER LINES
 FC1664'CROSSING SAME. TO REACH FROM POST OFFICE IN MARYVILLE, GO 6.0 MILES
 FC1664'SOUTHWEST ON STATE ROUTE 33, TURN LEFT (SOUTHEAST) ONTO STATE ROUTE
 FC1664'115 (CALDERWOOD ROAD), GO 4.1 MILES TO JUNCTION, TURN LEFT
 FC1664'(NORTHEAST), GO 2.2 MILES, MAKE U-TURN TO RIGHT (SOUTH), GO 0.4
 FC1664'MILE, CROSS SOUTHERN RAILWAY TRACKS, GO 1.7 MILES TO JUNCTION, TURN
 FC1664'RIGHT (SOUTHEAST), GO 2.6 MILES TO CROSS ROADS, TURN LEFT (EAST),
 FC1664'GO 0.7 MILE TO ALLEGHANY SPRINGS, AND FOLLOW TRAIL ABOUT 1-1/2 MILES
 FC1664'UP SIDE OF MOUNTAIN TO STATION SITE. STATION IS MARKED BY DRILL
 FC1664'HOLE 1/2 INCH DEEP AT INTERSECTION OF NORTH-AND-SOUTH AND
 FC1664'EAST-AND-WEST CROSS GROOVES IN TOP OF VERY HARD POTSDAM SANDSTONE IN
 FC1664'SITU. REFERENCE MARKS ARE CROSSES CUT ON ROCKS.  NO. 1 IS ON LARGE
 FC1664'ROCK 39 FEET 10 INCHES (SLOPE DISTANCE) S. 85-1/2 DEG W. FROM
 FC1664'STATION. NO. 2 IS ON SMALL ROCK 15 FEET 7-1/2 INCHES (SLOPE
 FC1664'DISTANCE) S. 1 DEG W. NO. 3 WAS ON SMALL ROCK 14 FEET 9 INCHES, N. 88
 FC1664'1/4 DEG E. IN 1934 IT WAS REPORTED THAT TOP OF ROCK BEARING NO.
 FC1664'3 HAD WEATHERED SO THAT CROSS HAD WORN OFF.
 FC1664
 FC1664                          STATION RECOVERY (1980)
 FC1664
 FC1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC1664'THE STATION WAS FOUND AT THIS TIME WITH A DISK SET.  BOTH REFERENCE
 FC1664'CROSSES WERE FOUND IN GOOD CONDITION.  THE DIRECTION BETWEEN THE
 FC1664'CROSSES CHECKED AND THE DISTANCE WAS MEASURED HORIZONAL AT THIS
 FC1664'TIME.  REFERENCE MARKS 4 AND 5 WERE SET AT THIS TIME SINCE THE CROSSES
 FC1664'ARE VERY DIM.  A NEW DESCRIPTION FOLLOWS.
 FC1664'
 FC1664'THE STATION IS LOCATED ON A SHARP HIGH POINT ON CHILHOWEE MOUNTAIN
 FC1664'LOCALLY KNOWN AS COCKSPUR KNOB, ON THE HIGHEST POINT OF THE KNOB, 4
 FC1664'FEET SOUTHEAST OF A 6 INCH LOCUST TREE WITH A WITNESS SIGN NAILED TO
 FC1664'THE SOUTHEAST SIDE AND 13 FEET NORTHWEST OF AN 8 INCH OAK TREE WITH A
 FC1664'WITNESS SIGN NAILED ON THE WEST SIDE.  THE STATION MARK IS A STANDARD
 FC1664'TENN. DIV. OF GEOLOGY WPA DISK STAMPED---COCKSPUR 1941---SET IN A
 FC1664'DRILL HOLE IN TOP OF A LARGE BOULDER PROJECTING ABOUT 2 FEET.
 FC1664'
 FC1664'TO REACH THE STATION FROM THE JUNCTION OF THE FOOTHILLS PARKWAY AND
 FC1664'U.S. HIGHWAY 129, ABOUT 14 MILES SOUTH OF MARYVILLE, GO WESTERLY
 FC1664'ON HIGHWAY 129 FOR ABOUT 300 FEET TO A ROUGH GRADED ROAD UPHILL ON
 FC1664'THE RIGHT.  TURN RIGHT PASSING THROUGH A LOCKED GATE AND GO
 FC1664'NORTHERLY UP THE ROUGH ROAD FOR 3.75 MILES TO A GRADED ROAD LEFT
 FC1664'JUST AFTER CROSSING SADDLE OF MOUNTAIN.  TURN LEFT AND GO WEST FOR
 FC1664'ABOUT 200 FEET TO A TRAIL FORK.  TAKE THE RIGHT TRAIL UPHILL FOR
 FC1664'0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT 0.2 MILE
 FC1664'TO THE TOP OF KNOB AND THE STATION AS DESCRIBED.
 FC1664'
 FC1664'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---COCKSPUR 1885 NO 4
 FC1664'1979, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 FC1664'1 FOOT, 7 FEET SOUTHWEST OF THE 8 INCH OAK TREE AND ON THE SOUTH SLOPE
 FC1664'
 FC1664'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---COCKSPUR 1885 NO 5
 FC1664'1979---SET IN A DRILL HOLE IN TOP OF A LARGE BOULDER ON THE WEST
 FC1664'SLOPE OF THE SLOPE AND PROJECTING ABOUT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0595 ***********************************************************************
 FC0595  DESIGNATION -  CODY
 FC0595  PID         -  FC0595
 FC0595  STATE/COUNTY-  TN/BRADLEY
 FC0595  USGS QUAD   -  CHARLESTON (1980)
 FC0595
 FC0595                         *CURRENT SURVEY CONTROL
 FC0595  ___________________________________________________________________
 FC0595* NAD 83(1995)-  35 16 39.63935(N)    084 49 19.27062(W)     ADJUSTED  
 FC0595* NAVD 88     -       261.436  (meters)     857.73   (feet)  ADJUSTED  
 FC0595  ___________________________________________________________________
 FC0595  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FC0595  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0595  DYNAMIC HT  -         261.180 (meters)     856.89  (feet)  COMP
 FC0595  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0595
 FC0595  HORZ ORDER  -  SECOND
 FC0595  VERT ORDER  -  SECOND    CLASS 0
 FC0595
 FC0595.The horizontal coordinates were established by classical geodetic methods
 FC0595.and adjusted by the National Geodetic Survey in April 1999..
 FC0595
 FC0595.The orthometric height was determined by differential leveling
 FC0595.and adjusted by the National Geodetic Survey in June 1991..
 FC0595
 FC0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0595
 FC0595.The geoid height was determined by GEOID03.
 FC0595
 FC0595.The dynamic height is computed by dividing the NAVD 88
 FC0595.geopotential number by the normal gravity value computed on the
 FC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0595.degrees latitude (g = 980.6199 gals.).
 FC0595
 FC0595.The modeled gravity was interpolated from observed gravity values.
 FC0595
 FC0595;                    North         East     Units Scale Factor Converg.
 FC0595;SPC TN       -   105,420.207   707,168.033   MT  0.99999523   +0 41 22.7
 FC0595;SPC TN       -   345,866.13  2,320,100.45   sFT  0.99999523   +0 41 22.7
 FC0595;UTM  16      - 3,906,012.171   698,086.595   MT  1.00008359   +1 15 29.8
 FC0595
 FC0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0595!SPC TN       -   0.99996370  x   0.99999523  =   0.99995893
 FC0595!UTM  16      -   0.99996370  x   1.00008359  =   1.00004729
 FC0595
 FC0595|---------------------------------------------------------------------|
 FC0595| PID    Reference Object                     Distance      Geod. Az  |
 FC0595|                                                           dddmmss.s |
 FC0595| FC0596 CODY RM 2                            25.576 METERS 00431     |
 FC0595| FC1800 CHARLESTON CALHOUN MUN SPIPE        APPROX. 6.5 KM 0861929.7 |
 FC0595| CZ4770 CODY AZ MK                                         1712841.9 |
 FC0595| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX.12.5 KM 2040815.5 |
 FC0595| FC1798 CLEVELAND RADIO STA WCLE MAST       APPROX.10.3 KM 2093507.7 |
 FC0595| FC0594 CODY RM 1                            25.231 METERS 29309     |
 FC0595|---------------------------------------------------------------------|
 FC0595
 FC0595                          SUPERSEDED SURVEY CONTROL
 FC0595
 FC0595  NAD 83(1995)-  35 16 39.64197(N)    084 49 19.27139(W) AD(       ) 2
 FC0595  NAD 83(1995)-  35 16 39.64113(N)    084 49 19.27157(W) AD(       ) 2
 FC0595  NAD 83(1995)-  35 16 39.64147(N)    084 49 19.27059(W) AD(       ) 2
 FC0595  NAD 83(1986)-  35 16 39.64445(N)    084 49 19.26845(W) AD(       ) 2
 FC0595  NAD 27      -  35 16 39.38090(N)    084 49 19.47460(W) AD(       ) 2
 FC0595  NGVD 29 (??/??/92)  261.479  (m)          857.87   (f) ADJ UNCH    2 0
 FC0595
 FC0595.Superseded values are not recommended for survey control.
 FC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0595.See file dsdata.txt to determine how the superseded data were derived.
 FC0595
 FC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9808706012(NAD 83)
 FC0595_MARKER: DE = TRAVERSE STATION DISK
 FC0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0595_STAMPING: CODY 1961
 FC0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0595+STABILITY: SURFACE MOTION
 FC0595
 FC0595  HISTORY     - Date     Condition        Report By
 FC0595  HISTORY     - 1961     MONUMENTED       CGS
 FC0595  HISTORY     - 1967     GOOD             CGS
 FC0595  HISTORY     - 1967     GOOD             NGS
 FC0595
 FC0595                          STATION DESCRIPTION
 FC0595
 FC0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0595'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE BOWATER PAPER
 FC0595'MILL PLANT AND ON THE PROPERTY OF MR. D. D. CODY.
 FC0595'
 FC0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 BY-PASS AND
 FC0595'STATE HIGHWAY 60 IN THE SOUTHWEST EDGE OF CLEVELAND, GO
 FC0595'NORTH ON U.S. HIGHWAY 11 BY-PASS FOR 3.1 MILES TO A CROSSROAD, TURN
 FC0595'LEFT ON AN OILED ROAD AND GO 0.9 MILE TO A SIDE ROAD LEFT AND
 FC0595'AN ABANDON RED BRICK SCHOOL ON THE RIGHT, CONTINUE ON THE OILED ROAD
 FC0595'FOR 4.95 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE 0.2 MILE TO
 FC0595'WHERE OILED ROAD TURNS RIGHT AND MR. D. D. CODYS DRIVEWAY IS ON THE
 FC0595'LEFT, TURN LEFT INTO MR. D. D. CODYS DRIVEWAY AND GO 0.15 MILE TO
 FC0595'THE NORTHEAST SILO AND A GATE AT A SMALL SHED, PASS THROUGH THE
 FC0595'GATE AND GO WEST 0.1 MILE TO A STOCK POND, CONTINUE UP HILL FOR 0.2
 FC0595'MILE TO THE STATION.
 FC0595'
 FC0595'THE STATION IS 29 FEET NORTHEAST OF A TRIANGLE BLAZED TREE THAT FORKS
 FC0595'FOUR WAYS AT THE GROUND AND 2.3 FEET NORTHWEST OF A METAL WITNESS
 FC0595'POST. THE DISK IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 3
 FC0595'INCHES, AND THE DISK IS STAMPED CODY 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 1 IS 64 FEET WEST OF A TRIANGLE BLAZED TREE THAT
 FC0595'FORKS FOUR WAYS AT THE GROUND AND IS SET ON THE WEST SLOPE OF
 FC0595'HILL ABOUT 6 FEET LOWER THAN THE STATION. THE DISK IS SET IN A SQUARE
 FC0595'CONCRETE MONUMENT, PROJECTING 3 INCHES, AND THE DISK IS STAMPED
 FC0595'CODY NO 1 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF A LONE 12-INCH TREE SET
 FC0595'ON THE CREST OF THE RIDGE ABOUT LEVEL WITH THE STATION. THE DISK
 FC0595'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES, AND THE
 FC0595'DISK IS STAMPED CODY NO 2 1961.
 FC0595'
 FC0595'THE AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER OF AN
 FC0595'OILED ROAD AND 2.1 FEET SOUTHEAST OF A METAL WITNESS POST. THE
 FC0595'DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND THE DISK IS
 FC0595'STAMPED CODY 1961.
 FC0595'
 FC0595'HEIGHT OF LIGHT ABOVE STATION MARK 30.10 METERS.
 FC0595
 FC0595                          STATION RECOVERY (1967)
 FC0595
 FC0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FC0595'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0595'HOWEVER, DUE TO CHANGES IN THE AREA, THE ORIGINAL STATION TO-REACH
 FC0595'IS NO LONGER COMPLETELY ADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 FC0595'DESCRIPTION.
 FC0595'
 FC0595'THE STATION IS LOCATED ON THE PROPERTY OF MR. D. D. CODY ABOUT 9-1/2
 FC0595'MILES NORTH OF CLEVELAND AND ABOUT 4 MILES SOUTHWEST OF THE
 FC0595'BOWATER PAPER MILL PLANT.
 FC0595'
 FC0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0595'ROUTE 60 AT THE WEST EDGE OF CLEVELAND, GO NORTHEASTERLY ON
 FC0595'U.S. HIGHWAY 11 FOR 3.1 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE
 FC0595'NORTHEASTERLY ON THE HIGHWAY FOR 0.1 MILE TO A CROSSROAD. HERE
 FC0595'TURN LEFT AND GO NORTHWESTERLY ON AN OILED ROAD FOR 0.85 MILE TO THE
 FC0595'VALLEY HEAD SCHOOL ON THE RIGHT AND A CHURCH ON THE LEFT. HERE
 FC0595'TURN RIGHT AND GO NORTHEASTERLY ON AN OILED ROAD FOR 4.95 MILES TO
 FC0595'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEAST ON THE OILED
 FC0595'ROAD FOR 0.2 MILE TO WHERE THE OILED ROAD TURNS RIGHT AND A FARM
 FC0595'DRIVEWAY ON THE LEFT LEADING TO THE D. D. CODY FARM BUILDINGS. HERE
 FC0595'TURN LEFT ON THIS FARM DRIVE AND GO WESTERLY FOR ABOUT 0.15
 FC0595'MILE TO A GATE BETWEEN A LARGE SILO AND A SMALL SHED, PASS THROUGH
 FC0595'THIS GATE AND CONTINUE WESTERLY ON FARM ROAD FOR 0.1 MILE TO A
 FC0595'STOCK POND, CONTINUE WESTERLY ACROSS PASTURE LAND FOR 0.2 MILE TO THE
 FC0595'STATION.
 FC0595'
 FC0595'THE STATION IS 29 FEET NORTHEAST OF A TRIANGLE BLAZED, FORKED TRUNKED
 FC0595'TREE AND 2.3 FEET NORTHWEST OF A METAL WITNESS POST AND
 FC0595'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0595'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FC0595'STAMPED CODY 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 1 IS 64 FEET WEST OF A TRIANGLE BLAZED, FORKED
 FC0595'TRUNKED TREE AND IS ON THE WEST SLOPE OF THE HILL ABOUT 2-1/2
 FC0595'FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN
 FC0595'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FC0595'INCHES AND THE DISK IS STAMPED CODY NO 1 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 2 IS SET ON THE CREST OF THE RIDGE NORTH OF THE
 FC0595'STATION, 35 FEET NORTHEAST OF A 12-INCH OAK TREE AND ABOUT THE
 FC0595'SAME ELEVATION AS THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 FC0595'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 FC0595'INCHES AND THE DISK IS STAMPED CODY NO 2 1961.
 FC0595'
 FC0595'THE AZIMUTH MARK IS 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF AN
 FC0595'OILED ROAD AND 2.1 FEET SOUTHEAST OF A METAL WITNESS POST AND
 FC0595'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0595'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CODY 1961.
 FC0595'
 FC0595'DUE TO A PILE OF BALED HAY AT THE STATION SITE, THE REFERENCE MARKS
 FC0595'COULD NOT BE MEASURED BETWEEN.
 FC0595'
 FC0595'THIS WAS NOT AN OCCUPIED STATION.
 FC0595
 FC0595                          STATION RECOVERY (1967)
 FC0595
 FC0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0595'9.6 MI N FROM CLEVELAND.
 FC0595'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0595'ROUTE 60 AT THE WEST EDGE OF CLEVELAND, GO NORTHEASTERLY ON U.S.
 FC0595'HIGHWAY 11 FOR 3.1 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE ON
 FC0595'HIGHWAY 0.1 MILE TO A CROSSROAD, THENCE LEFT, NORTHWESTERLY ON AN
 FC0595'OILED ROAD FOR 0.85 MILE TO THE VALLEY HEAD SCHOOL ON THE RIGHT
 FC0595'AND CHURCH ON THE LEFT, THENCE RIGHT, NORTHEASTERLY ON AN OILED ROAD
 FC0595'FOR 5.15 MILES TO WHERE THE OILED ROAD BEARS RIGHT AND A FARM
 FC0595'DRIVEWAY ON THE LEFT LEADING INTO THE D.D. CODY FARM BUILDINGS.
 FC0595'HERE TURN LEFT ON THIS FARM DRIVE AND GO 0.15 MILE TO A GATE
 FC0595'BETWEEN A SILO AND SMALL WOODEN SHED, PASS THROUGH GATE AND GO
 FC0595'WESTERLY 0.1 MILE TO A STOCK POND, CONTINUE WESTERLY ON FARM
 FC0595'ROAD UP THE HILL ACROSS PASTURE LAND FOR 0.2 MILE AND THE MARK
 FC0595'AS DESCRIBED.  IT IS 29 FEET NORTHEAST OF A TRIANGLE BLAZED,
 FC0595'FORKED TRUNKED TREE AND 2.3 FEET NORTHWEST OF A METAL WITNESS
 FC0595'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0595'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FC0595'THE DISK IS STAMPED CODY 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0594 ***********************************************************************
 FC0594  DESIGNATION -  CODY RM 1
 FC0594  PID         -  FC0594
 FC0594  STATE/COUNTY-  TN/BRADLEY
 FC0594  USGS QUAD   -  CHARLESTON (1980)
 FC0594
 FC0594                         *CURRENT SURVEY CONTROL
 FC0594  ___________________________________________________________________
 FC0594* NAD 83(1986)-  35 16 39.     (N)    084 49 19.     (W)     SCALED    
 FC0594* NAVD 88     -       260.364  (meters)     854.21   (feet)  ADJUSTED  
 FC0594  ___________________________________________________________________
 FC0594  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0594  DYNAMIC HT  -         260.109 (meters)     853.37  (feet)  COMP
 FC0594  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0594
 FC0594  VERT ORDER  -  SECOND    CLASS 0
 FC0594
 FC0594.The horizontal coordinates were scaled from a topographic map and have
 FC0594.an estimated accuracy of +/- 6 seconds.
 FC0594
 FC0594.The orthometric height was determined by differential leveling
 FC0594.and adjusted by the National Geodetic Survey in June 1991..
 FC0594
 FC0594.The geoid height was determined by GEOID03.
 FC0594
 FC0594.The dynamic height is computed by dividing the NAVD 88
 FC0594.geopotential number by the normal gravity value computed on the
 FC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0594.degrees latitude (g = 980.6199 gals.).
 FC0594
 FC0594.The modeled gravity was interpolated from observed gravity values.
 FC0594
 FC0594;                    North         East    Units  Estimated Accuracy
 FC0594;SPC TN       -   105,400.      707,180.      MT  (+/- 180 meters Scaled)
 FC0594
 FC0594                          SUPERSEDED SURVEY CONTROL
 FC0594
 FC0594  NGVD 29 (??/??/92)  260.406  (m)          854.35   (f) ADJ UNCH    2 0
 FC0594
 FC0594.Superseded values are not recommended for survey control.
 FC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0594.See file dsdata.txt to determine how the superseded data were derived.
 FC0594
 FC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE980059(NAD 83)
 FC0594_MARKER: DR = REFERENCE MARK DISK
 FC0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0594_STAMPING: CODY NO 1 1961
 FC0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0594+STABILITY: SURFACE MOTION
 FC0594
 FC0594  HISTORY     - Date     Condition        Report By
 FC0594  HISTORY     - 1961     MONUMENTED       CGS
 FC0594  HISTORY     - 1967     GOOD             NGS
 FC0594
 FC0594                          STATION DESCRIPTION
 FC0594
 FC0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0594'9.6 MI N FROM CLEVELAND.
 FC0594'THIS MARK IS LOCATED AT THE CODY 1961 STATION SITE, 82.7 FEET
 FC0594'WEST OF THE STATION, 64 FEET WEST OF A TRIANGLE BLAZED TREE THAT
 FC0594'FORKS FOUR WAYS AT THE GROUND AND IS SET ON THE WEST SLOPE OF
 FC0594'A HILL, 6 FEET LOWER THAN THE STATION.  THE DISK IS SET IN THE
 FC0594'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0594
 FC0594                          STATION RECOVERY (1967)
 FC0594
 FC0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0596 ***********************************************************************
 FC0596  DESIGNATION -  CODY RM 2
 FC0596  PID         -  FC0596
 FC0596  STATE/COUNTY-  TN/BRADLEY
 FC0596  USGS QUAD   -  CHARLESTON (1980)
 FC0596
 FC0596                         *CURRENT SURVEY CONTROL
 FC0596  ___________________________________________________________________
 FC0596* NAD 83(1986)-  35 16 39.     (N)    084 49 20.     (W)     SCALED    
 FC0596* NAVD 88     -       261.292  (meters)     857.26   (feet)  ADJUSTED  
 FC0596  ___________________________________________________________________
 FC0596  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0596  DYNAMIC HT  -         261.037 (meters)     856.42  (feet)  COMP
 FC0596  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0596
 FC0596  VERT ORDER  -  SECOND    CLASS 0
 FC0596
 FC0596.The horizontal coordinates were scaled from a topographic map and have
 FC0596.an estimated accuracy of +/- 6 seconds.
 FC0596
 FC0596.The orthometric height was determined by differential leveling
 FC0596.and adjusted by the National Geodetic Survey in June 1991..
 FC0596
 FC0596.The geoid height was determined by GEOID03.
 FC0596
 FC0596.The dynamic height is computed by dividing the NAVD 88
 FC0596.geopotential number by the normal gravity value computed on the
 FC0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0596.degrees latitude (g = 980.6199 gals.).
 FC0596
 FC0596.The modeled gravity was interpolated from observed gravity values.
 FC0596
 FC0596;                    North         East    Units  Estimated Accuracy
 FC0596;SPC TN       -   105,400.      707,150.      MT  (+/- 180 meters Scaled)
 FC0596
 FC0596                          SUPERSEDED SURVEY CONTROL
 FC0596
 FC0596  NGVD 29 (??/??/92)  261.335  (m)          857.40   (f) ADJ UNCH    2 0
 FC0596
 FC0596.Superseded values are not recommended for survey control.
 FC0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0596.See file dsdata.txt to determine how the superseded data were derived.
 FC0596
 FC0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE980059(NAD 83)
 FC0596_MARKER: DR = REFERENCE MARK DISK
 FC0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0596_STAMPING: CODY NO 2
 FC0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0596+STABILITY: SURFACE MOTION
 FC0596
 FC0596  HISTORY     - Date     Condition        Report By
 FC0596  HISTORY     - 1961     MONUMENTED       CGS
 FC0596  HISTORY     - 1961     SEE DESCRIPTION  NGS
 FC0596  HISTORY     - 1967     GOOD             NGS
 FC0596
 FC0596                          STATION DESCRIPTION
 FC0596
 FC0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0596'9.6 MI N FROM CLEVELAND.
 FC0596'THIS MARK IS LOCATED AT THE CODY 1961 STATION SITE, 83.9 FEET
 FC0596'NORTH OF STATION MARK, 35 FEET NORTHEAST OF A LONE 12 INCH TREE.
 FC0596'THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0596
 FC0596                          STATION RECOVERY (1967)
 FC0596
 FC0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1406 ***********************************************************************
 FD1406  DESIGNATION -  COFFEE
 FD1406  PID         -  FD1406
 FD1406  STATE/COUNTY-  TN/COFFEE
 FD1406  USGS QUAD   -  NOAH (1976)
 FD1406
 FD1406                         *CURRENT SURVEY CONTROL
 FD1406  ___________________________________________________________________
 FD1406* NAD 83(1995)-  35 35 35.70653(N)    086 14 29.47953(W)     ADJUSTED  
 FD1406* NAVD 88     -       361.0    (meters)    1184.     (feet)  VERTCON   
 FD1406  ___________________________________________________________________
 FD1406  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FD1406  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1406
 FD1406  HORZ ORDER  -  SECOND
 FD1406
 FD1406.The horizontal coordinates were established by classical geodetic methods
 FD1406.and adjusted by the National Geodetic Survey in April 1999..
 FD1406
 FD1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1406
 FD1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1406
 FD1406.The geoid height was determined by GEOID03.
 FD1406
 FD1406;                    North         East     Units Scale Factor Converg.
 FD1406;SPC TN       -   139,813.834   578,113.162   MT  0.99995719   -0 08 29.0
 FD1406;SPC TN       -   458,705.89  1,896,692.93   sFT  0.99995719   -0 08 29.0
 FD1406;UTM  16      - 3,939,100.372   568,709.771   MT  0.99965818   +0 26 29.3
 FD1406
 FD1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1406!SPC TN       -   0.99994783  x   0.99995719  =   0.99990503
 FD1406!UTM  16      -   0.99994783  x   0.99965818  =   0.99960603
 FD1406
 FD1406|---------------------------------------------------------------------|
 FD1406| PID    Reference Object                     Distance      Geod. Az  |
 FD1406|                                                           dddmmss.s |
 FD1406| CG5124 COFFEE RM 1                           9.701 METERS 08401     |
 FD1406| FD0122 NOAH                                APPROX. 2.6 KM 1632950.7 |
 FD1406| CG5125 COFFEE RM 2                           9.899 METERS 23232     |
 FD1406|---------------------------------------------------------------------|
 FD1406
 FD1406                          SUPERSEDED SURVEY CONTROL
 FD1406
 FD1406  NAD 83(1995)-  35 35 35.71340(N)    086 14 29.48061(W) AD(       ) 2
 FD1406  NAD 83(1986)-  35 35 35.71742(N)    086 14 29.47829(W) AD(       ) 2
 FD1406  NAD 27      -  35 35 35.45300(N)    086 14 29.50050(W) AD(       ) 2
 FD1406  NGVD 29 (07/19/86)  361.0    (m)         1184.     (f) VERT ANG       
 FD1406
 FD1406.Superseded values are not recommended for survey control.
 FD1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1406.See file dsdata.txt to determine how the superseded data were derived.
 FD1406
 FD1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6871039100(NAD 83)
 FD1406_MARKER: DE = TRAVERSE STATION DISK
 FD1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1406
 FD1406  HISTORY     - Date     Condition        Report By
 FD1406  HISTORY     - 1960     MONUMENTED       CGS
 FD1406
 FD1406                          STATION DESCRIPTION
 FD1406
 FD1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1406'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 2.5 MILES SOUTH OF
 FD1406'BEECH GROVE,
 FD1406'APPROXIMATELY 400 FDEET EAST OF THE BEDFORD-COFFEE COUNTY
 FD1406'LINE, AND ON THE PROPERTY
 FD1406'OF MR BILL WALKER.
 FD1406'
 FD1406'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD1406'SOUTHEAST ON U S HIGHWAY
 FD1406'41 FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY 64.  HERE
 FD1406'TURN RIGHT, SOUTH, ON
 FD1406'STATE HIGHWAY 64 FOR 0.05 MILE TO A CROSSROAD,
 FD1406'TURN LEFT AND GO SOUTHEASTERLY ON AN
 FD1406'OILED ROAD FOR 0.4 MILE TO A
 FD1406'SIDE ROAD RIGHT JUST BEFORE REACHING THE BEECH GROVE
 FD1406'SCHOOL.  HERE
 FD1406'TURN RIGHT AND GO SOUTH AND SOUTHWESTERLY FOR 1.1 MILES TO A FORK,
 FD1406'TAKE THE LEFT
 FD1406'FORK, SOUTHERLY, AND FOLLOW A NARROW ROAD FOR 1.2 MILES
 FD1406'TO A BOARD GATE AND FARM
 FD1406'DRIVEWAY ON THE LEFT.  TURN LEFT THROUGH
 FD1406'THIS GATE AND GO EAST, FORDING A STREAM,
 FD1406'FOR 0.15 MILE TO THE WALKER
 FD1406'FARM BUILDINGS.  PASS THROUGH A BOARD GATE JUST NORTH OF
 FD1406'THE FARM
 FD1406'BUILDINGS, AND FOLLOW A TRACK ROAD NORTHEASTERLY AND NORTH, ACROSS
 FD1406'OPEN PASTURE FOR
 FD1406'0.25 MILE TO A GATE N THE NORTHEAST CORNER OF THE
 FD1406'PASTURE.  PASS THROUGH THIS GATE
 FD1406'AND TURN SHARP RIGHT, FOLLOWING A
 FD1406'DIM TRACK ROAD SOUTH AND SOUTHEASTERLY ACROSS OPEN
 FD1406'PASTURE FOR ABOUT
 FD1406'0.15 MILE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK EAST UP
 FD1406'STEEP HILLSIDE FOR
 FD1406'ABOUT 0.1 MILE TO THE STATION ON THE SUMMIT.  THIS
 FD1406'IS ABOUT A 5-MINUTE PACK.
 FD1406'
 FD1406'THE STATION IS ON THE SUMMIT OF A ROUND, BARE TOPPED, GRASSY HILL,
 FD1406'THE MOST PROMINENT IN
 FD1406'THE IMMEDIATE VICINITY, ABOUT 120 YARDS WEST OF THE EDGE
 FD1406'OF HEAVY TIMBER AND A WOVEN
 FD1406'WIRE FENCE, AND 2.5 FEET WEST OF A
 FD1406'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK,
 FD1406'SET IN A FLUSH,
 FD1406'10-INCH SQUARE CONCRETE MONUMENT, AND THE DISK IS STAMPED COFFEE
 FD1406'NO 1 1960.
 FD1406'
 FD1406'REFERENCE MARK NO 1 IS ON THE EAST SLOPE OF THE HILL, ABOUT 1.5 FEET
 FD1406'BELOW THE ELEVATION OF THE
 FD1406'STATION, AND 30.0 FEET EAST OF A WITNESS POST.  IT
 FD1406'IS A STANDARD DISK, SET IN A FLUSH,
 FD1406'10-INCH SQUARE CONCRETE MONUMENT,
 FD1406'AND THE DISK IS STAMPED COFFEE NO 1 1960.
 FD1406'
 FD1406'REFERENCE MARK NO 2 IS ON THE SOUTHWEST SLOPE OF THE HILL, ABOUT 1
 FD1406'FOOT BELOW THE ELEVATION
 FD1406'OF THE STATION AND 35.0 FEET SOUTHWEST OF A WITNESS
 FD1406'POST.  IT IS A STANDARD DISK SET
 FD1406'IN A FLUSH, 10-INCH SQUARE CONCRETE
 FD1406'MONUMENT, AND THE DISK IS STAMPED COFFEE NO 2 1960.
 FD1406'
 FD1406'TRAVERSE STATION NOAH WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD1406'DESCRIPTION
 FD1406'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0313 ***********************************************************************
 GC0313  DESIGNATION -  COKER
 GC0313  PID         -  GC0313
 GC0313  STATE/COUNTY-  TN/TROUSDALE
 GC0313  USGS QUAD   -  BETHPAGE (1994)
 GC0313
 GC0313                         *CURRENT SURVEY CONTROL
 GC0313  ___________________________________________________________________
 GC0313* NAD 83(1986)-  36 24 44.     (N)    086 16 03.     (W)     SCALED    
 GC0313* NAVD 88     -       226.369  (meters)     742.68   (feet)  ADJUSTED  
 GC0313  ___________________________________________________________________
 GC0313  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0313  DYNAMIC HT  -         226.184 (meters)     742.07  (feet)  COMP
 GC0313  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GC0313
 GC0313  VERT ORDER  -  SECOND    CLASS 0
 GC0313
 GC0313.The horizontal coordinates were scaled from a topographic map and have
 GC0313.an estimated accuracy of +/- 6 seconds.
 GC0313
 GC0313.The orthometric height was determined by differential leveling
 GC0313.and adjusted by the National Geodetic Survey in June 1991..
 GC0313
 GC0313.The geoid height was determined by GEOID03.
 GC0313
 GC0313.The dynamic height is computed by dividing the NAVD 88
 GC0313.geopotential number by the normal gravity value computed on the
 GC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0313.degrees latitude (g = 980.6199 gals.).
 GC0313
 GC0313.The modeled gravity was interpolated from observed gravity values.
 GC0313
 GC0313;                    North         East    Units  Estimated Accuracy
 GC0313;SPC TN       -   230,690.      576,010.      MT  (+/- 180 meters Scaled)
 GC0313
 GC0313                          SUPERSEDED SURVEY CONTROL
 GC0313
 GC0313  NGVD 29 (??/??/??)  226.47   (m)          743.0    (f) RESET       3  
 GC0313
 GC0313.Superseded values are not recommended for survey control.
 GC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0313.See file dsdata.txt to determine how the superseded data were derived.
 GC0313
 GC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656299(NAD 83)
 GC0313_MARKER: DD = SURVEY DISK
 GC0313_SETTING: 66 = SET IN ROCK OUTCROP
 GC0313_SP_SET: BEDROCK
 GC0313_STAMPING: COKER 1961
 GC0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0313+STABILITY: POSITION/ELEVATION WELL
 GC0313
 GC0313  HISTORY     - Date     Condition        Report By
 GC0313  HISTORY     - 1961     MONUMENTED       TNHD
 GC0313
 GC0313                          STATION DESCRIPTION
 GC0313
 GC0313'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0313'7.5 MI NW FROM HARTSVILLE.
 GC0313'FROM THE JUNCTION OF STATE ROUTE 25 AND STATE ROUTE 10-A, GO
 GC0313'NORTHWEST ON STATE ROUTE 10-A FOR 1.7 MILES TO THE STATION ON
 GC0313'THE RIGHT.  THE STATION IS 108 FEET SOUTH OF A T FENCE CORNER AT
 GC0313'A 14-INCH CEDAR TREE, 10 FEET EAST OF THE EDGE OF A HIGHWAY CUT,
 GC0313'7 FEET WEST OF A FENCE, 9 FEET NORTHWEST OF A WITNESS POST, AND
 GC0313'CEMENTED FLUSH IN A DRILLED HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2416 ***********************************************************************
 FE2416  DESIGNATION -  COKER
 FE2416  PID         -  FE2416
 FE2416  STATE/COUNTY-  TN/CROCKETT
 FE2416  USGS QUAD   -  FRIENDSHIP (1981)
 FE2416
 FE2416                         *CURRENT SURVEY CONTROL
 FE2416  ___________________________________________________________________
 FE2416* NAD 83(1995)-  35 56 53.34498(N)    089 10 38.58925(W)     ADJUSTED  
 FE2416* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2416  ___________________________________________________________________
 FE2416  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FE2416  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE2416
 FE2416  HORZ ORDER  -  THIRD
 FE2416
 FE2416.The horizontal coordinates were established by classical geodetic methods
 FE2416.and adjusted by the National Geodetic Survey in April 1999..
 FE2416
 FE2416.The orthometric height was scaled from a topographic map.
 FE2416
 FE2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2416
 FE2416.The geoid height was determined by GEOID03.
 FE2416
 FE2416;                    North         East     Units Scale Factor Converg.
 FE2416;SPC TN       -   183,815.596   313,392.341   MT  0.99995038   -1 51 36.6
 FE2416;SPC TN       -   603,068.33  1,028,188.04   sFT  0.99995038   -1 51 36.6
 FE2416;UTM  16      - 3,980,388.959   303,614.191   MT  1.00007525   -1 16 43.1
 FE2416
 FE2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2416!SPC TN       -   0.99998511  x   0.99995038  =   0.99993549
 FE2416!UTM  16      -   0.99998511  x   1.00007525  =   1.00006035
 FE2416
 FE2416|---------------------------------------------------------------------|
 FE2416| PID    Reference Object                     Distance      Geod. Az  |
 FE2416|                                                           dddmmss.s |
 FE2416| CG3814 COKER RM 1                            9.435 METERS 16653     |
 FE2416| CG3813 COKER AZ MK                                        2003140.8 |
 FE2416| CG3815 COKER RM 2                           11.478 METERS 26426     |
 FE2416| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX.21.0 KM 2954308.4 |
 FE2416|---------------------------------------------------------------------|
 FE2416
 FE2416                          SUPERSEDED SURVEY CONTROL
 FE2416
 FE2416  NAD 83(1995)-  35 56 53.34908(N)    089 10 38.59110(W) AD(       ) 3
 FE2416  NAD 83(1986)-  35 56 53.35623(N)    089 10 38.58922(W) AD(       ) 3
 FE2416  NAD 27      -  35 56 53.09800(N)    089 10 38.34430(W) AD(       ) 3
 FE2416
 FE2416.Superseded values are not recommended for survey control.
 FE2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2416.See file dsdata.txt to determine how the superseded data were derived.
 FE2416
 FE2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0361480389(NAD 83)
 FE2416_MARKER: DS = TRIANGULATION STATION DISK
 FE2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2416
 FE2416  HISTORY     - Date     Condition        Report By
 FE2416  HISTORY     - 1959     MONUMENTED       CGS
 FE2416
 FE2416                          STATION DESCRIPTION
 FE2416
 FE2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2416'THE STATION IS ABOUT 4 MILES NORTHEAST OF THE TOWN OF FRIENDSHIP,
 FE2416'ABOUT 5 MILES SOUTHEAST OF THE TOWN OF ROELLEN NEAR THE SUMMIT OF
 FE2416'A PROMINENT HILL, ON LAND OWNED BY MR. J. A. WHITE, IN A GROVE OF
 FE2416'SMALL CEDAR TREES. IT IS 6 FEET NORTHEAST OF A WHITE WITNESS
 FE2416'POST, 38 FEET NORTHWEST OF AN 8 INCH GUM TREE, 43 FEET WEST OF A
 FE2416'TWIN-TRUNK THORN TREE, 37 FEET SOUTH OF THE SOUTHEAST EDGE OF A
 FE2416'LARGE GULLEY, AND 77 FEET WEST OF THE NORTHWEST EDGE OF A GULLEY. THE
 FE2416'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COKER 1959.
 FE2416'
 FE2416'TO REACH THE STATION FROM THE STOP-AND-GO LIGHT AT THE FRIENDSHIP
 FE2416'HIGH SCHOOL ON STATE HIGHWAY 20 IN FRIENDSHIP, GO SOUTH ON
 FE2416'HIGHWAY 20 FOR 0.15 MILE TO AN OVERPASS AND A PAVED SIDE ROAD LEFT.
 FE2416'TURN LEFT AND GO EAST FOR 0.15 MILE TO A RAILROAD. CONTINUE AHEAD
 FE2416'FOR 0.45 MILE TO A FORK AND FOLLOW THE LEFT FORK ALONG THE PAVED ROAD
 FE2416'FOR 1.55 MILES TO A GRAVEL CROSS ROAD AT JACKSONS STORE. TURN
 FE2416'LEFT AND GO NORTH FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2416'CONTINUE NORTH FOR 0.45 AND TURN RIGHT AND GO EAST ACROSS THE
 FE2416'FIELD AND UP THE HILL FOR 0.25 MILE TO THE STATION.
 FE2416'
 FE2416'REFERENCE MARK 1 IS 28 FEET SOUTHEAST OF A WHITE WITNESS POST, 17
 FE2416'FEET WEST OF AN 8 INCH GUM TREE, AND 31 FEET NORTHEAST OF A 4 INCH
 FE2416'THORN TREE. THE MONUMENT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 FE2416'COKER NO 1 1959.
 FE2416'
 FE2416'REFERENCE MARK 2 IS 33 FEET WEST OF A WHITE WITNESS POST, AND 50 FEET
 FE2416'EAST OF A 9 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE
 FE2416'DISK IS STAMPED COKER NO 2 1959.
 FE2416'
 FE2416'THE AZIMUTH MARK IS 6 INCHES SOUTH OF A WIRE FENCE, 2 FEET WEST OF A
 FE2416'WHITE WITNESS POST, 15 FEET WEST OF A 20 INCH OAK TREE, 63 FEET
 FE2416'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 63 FEET NORTHEAST OF
 FE2416'THE NORTHEAST CORNER OF A BARN. THE MONUMENT PROJECTS 2 INCHES AND
 FE2416'THE DISK IS STAMPED COKER 1959.
 FE2416'
 FE2416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2169 ***********************************************************************
 GC2169  DESIGNATION -  COKER
 GC2169  PID         -  GC2169
 GC2169  STATE/COUNTY-  TN/TROUSDALE
 GC2169  USGS QUAD   -  BETHPAGE (1994)
 GC2169
 GC2169                         *CURRENT SURVEY CONTROL
 GC2169  ___________________________________________________________________
 GC2169* NAD 83(1995)-  36 24 45.64975(N)    086 16 02.66599(W)     ADJUSTED  
 GC2169* NAVD 88     -       226.3    (meters)     742.     (feet)  VERTCON   
 GC2169  ___________________________________________________________________
 GC2169  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2169  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2169
 GC2169  HORZ ORDER  -  SECOND
 GC2169
 GC2169.The horizontal coordinates were established by classical geodetic methods
 GC2169.and adjusted by the National Geodetic Survey in April 1999..
 GC2169
 GC2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2169
 GC2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2169
 GC2169.The geoid height was determined by GEOID03.
 GC2169
 GC2169;                    North         East     Units Scale Factor Converg.
 GC2169;SPC TN       -   230,739.105   576,015.868   MT  0.99999930   -0 09 23.6
 GC2169;SPC TN       -   757,016.55  1,889,812.06   sFT  0.99999930   -0 09 23.6
 GC2169;UTM  16      - 4,029,971.596   565,681.662   MT  0.99965315   +0 26 05.6
 GC2169
 GC2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2169!SPC TN       -   0.99996909  x   0.99999930  =   0.99996839
 GC2169!UTM  16      -   0.99996909  x   0.99965315  =   0.99962225
 GC2169
 GC2169|---------------------------------------------------------------------|
 GC2169| PID    Reference Object                     Distance      Geod. Az  |
 GC2169|                                                           dddmmss.s |
 GC2169| GC0314 COKER RM 1                            8.348 METERS 17014     |
 GC2169| CG5126 COKER AZ MK                                        1761906.5 |
 GC2169| GC0312 COKER RM 2                           18.932 METERS 35446     |
 GC2169|---------------------------------------------------------------------|
 GC2169
 GC2169                          SUPERSEDED SURVEY CONTROL
 GC2169
 GC2169  NAD 83(1995)-  36 24 45.65051(N)    086 16 02.66724(W) AD(       ) 2
 GC2169  NAD 83(1995)-  36 24 45.65750(N)    086 16 02.66926(W) AD(       ) 2
 GC2169  NAD 83(1986)-  36 24 45.65936(N)    086 16 02.66920(W) AD(       ) 2
 GC2169  NAD 27      -  36 24 45.49470(N)    086 16 02.70750(W) AD(       ) 2
 GC2169  NGVD 29 (07/19/86)  226.4    (m)          743.     (f) VERT ANG       
 GC2169
 GC2169.Superseded values are not recommended for survey control.
 GC2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2169.See file dsdata.txt to determine how the superseded data were derived.
 GC2169
 GC2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6568229972(NAD 83)
 GC2169_MARKER: DD = SURVEY DISK
 GC2169_SETTING: 66 = SET IN ROCK OUTCROP
 GC2169
 GC2169  HISTORY     - Date     Condition        Report By
 GC2169  HISTORY     - 1961     MONUMENTED       TNHD
 GC2169
 GC2169                          STATION DESCRIPTION
 GC2169
 GC2169'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2169'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE JUNCTION OF
 GC2169'STATE ROUTE NO. 25 AND STATE ROUTE NO. 10-A.
 GC2169'
 GC2169'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 25 AND
 GC2169'STATE ROUTE NO. 10-A, GO NORTHWEST ON STATE ROUTE NO. 10-A FOR 1.65
 GC2169'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2169'
 GC2169'THE STATION IS 108 FEET SOUTH OF A T FENCE CORNER AT A 14-INCH CEDAR
 GC2169'TREE, 10 FEET EAST OF EDGE OF A HIGHWAY CUT, 7 FEET WEST OF A
 GC2169'FENCE, AND 8.9 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A
 GC2169'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 GC2169'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED COKER 1961.  NO
 GC2169'UNDERGROUND MARK WAS ESTABLISHED.
 GC2169'
 GC2169'REFERENCE MARK NO. 1 IS 12 FEET EAST OF HIGHWAY CUT ON THE SOUTH
 GC2169'SLOPE OF THE HILL AND 4 FEET WEST OF A FENCE.  THE MARK IS A
 GC2169'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 GC2169'IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED COKER RM-1 1961.
 GC2169'
 GC2169'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF A T FENCE CORNER AT A
 GC2169'14-INCH CEDAR TREE, 12 FEET EAST OF A HIGHWAY CUT, AND 9 FEET WEST
 GC2169'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2169'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK
 GC2169'IS STAMPED COKER RM-2 1961.
 GC2169'
 GC2169'THE AZIMUTH MARK IS 25 FEET WEST OF STATE ROUTE NO. 10-A, 24 FEET
 GC2169'EAST OF FENCE, 2 FEET SOUTH OF A WHITE GUARD POST FOR CULVERT,
 GC2169'AND 1.8 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC2169'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED
 GC2169'HOLE IN THE NORTH EDGE OF A BRIDGE ABUTMENT AND THE DISK IS STAMPED
 GC2169'COKER AZI 1961.
 GC2169'
 GC2169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON STATE
 GC2169'ROUTE NO. 10-A FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2169'
 GC2169'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0315 ***********************************************************************
 GC0315  DESIGNATION -  COKER AZ MK
 GC0315  PID         -  GC0315
 GC0315  STATE/COUNTY-  TN/TROUSDALE
 GC0315  USGS QUAD   -  BETHPAGE (1994)
 GC0315
 GC0315                         *CURRENT SURVEY CONTROL
 GC0315  ___________________________________________________________________
 GC0315* NAD 83(1986)-  36 24 34.     (N)    086 16 02.     (W)     SCALED    
 GC0315* NAVD 88     -       208.500  (meters)     684.05   (feet)  ADJUSTED  
 GC0315  ___________________________________________________________________
 GC0315  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0315  DYNAMIC HT  -         208.329 (meters)     683.49  (feet)  COMP
 GC0315  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GC0315
 GC0315  VERT ORDER  -  SECOND    CLASS 0
 GC0315
 GC0315.The horizontal coordinates were scaled from a topographic map and have
 GC0315.an estimated accuracy of +/- 6 seconds.
 GC0315
 GC0315.The orthometric height was determined by differential leveling
 GC0315.and adjusted by the National Geodetic Survey in June 1991..
 GC0315
 GC0315.The geoid height was determined by GEOID03.
 GC0315
 GC0315.The dynamic height is computed by dividing the NAVD 88
 GC0315.geopotential number by the normal gravity value computed on the
 GC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0315.degrees latitude (g = 980.6199 gals.).
 GC0315
 GC0315.The modeled gravity was interpolated from observed gravity values.
 GC0315
 GC0315;                    North         East    Units  Estimated Accuracy
 GC0315;SPC TN       -   230,380.      576,030.      MT  (+/- 180 meters Scaled)
 GC0315
 GC0315                          SUPERSEDED SURVEY CONTROL
 GC0315
 GC0315  NGVD 29 (??/??/??)  208.60   (m)          684.4    (f) RESET       3  
 GC0315
 GC0315.Superseded values are not recommended for survey control.
 GC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0315.See file dsdata.txt to determine how the superseded data were derived.
 GC0315
 GC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657296(NAD 83)
 GC0315_MARKER: DD = SURVEY DISK
 GC0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0315_SP_SET: CULVERT
 GC0315_STAMPING: COKER AZI 1961
 GC0315_MARK LOGO: TNHD  
 GC0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0315
 GC0315  HISTORY     - Date     Condition        Report By
 GC0315  HISTORY     - 1961     MONUMENTED       TNHD
 GC0315
 GC0315                          STATION DESCRIPTION
 GC0315
 GC0315'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0315'7.3 MI NW FROM HARTSVILLE.
 GC0315'FROM THE JUNCTION OF STATE ROUTE 25 AND STATE ROUTE 10-A, GO
 GC0315'NORTHWEST FOR 1.2 MILES TO THE MARK ON THE LEFT, 25 FEET WEST
 GC0315'OF THE CENTERLINE OF STATE ROUTE 10-A, 24 FEET EAST OF A FENCE,
 GC0315'2 FEET SOUTH OF A WHITE GUARD POST FOR CULVERT, 1.8 FEET SOUTH
 GC0315'OF A WITNESS POST, AND CEMENTED FLUSH IN A DRILLED HOLE AT
 GC0315'THE SOUTHWEST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0314 ***********************************************************************
 GC0314  DESIGNATION -  COKER RM 1
 GC0314  PID         -  GC0314
 GC0314  STATE/COUNTY-  TN/TROUSDALE
 GC0314  USGS QUAD   -  BETHPAGE (1994)
 GC0314
 GC0314                         *CURRENT SURVEY CONTROL
 GC0314  ___________________________________________________________________
 GC0314* NAD 83(1986)-  36 24 44.     (N)    086 16 03.     (W)     SCALED    
 GC0314* NAVD 88     -       225.939  (meters)     741.27   (feet)  ADJUSTED  
 GC0314  ___________________________________________________________________
 GC0314  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0314  DYNAMIC HT  -         225.754 (meters)     740.66  (feet)  COMP
 GC0314  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GC0314
 GC0314  VERT ORDER  -  SECOND    CLASS 0
 GC0314
 GC0314.The horizontal coordinates were scaled from a topographic map and have
 GC0314.an estimated accuracy of +/- 6 seconds.
 GC0314
 GC0314.The orthometric height was determined by differential leveling
 GC0314.and adjusted by the National Geodetic Survey in June 1991..
 GC0314
 GC0314.The geoid height was determined by GEOID03.
 GC0314
 GC0314.The dynamic height is computed by dividing the NAVD 88
 GC0314.geopotential number by the normal gravity value computed on the
 GC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0314.degrees latitude (g = 980.6199 gals.).
 GC0314
 GC0314.The modeled gravity was interpolated from observed gravity values.
 GC0314
 GC0314;                    North         East    Units  Estimated Accuracy
 GC0314;SPC TN       -   230,690.      576,010.      MT  (+/- 180 meters Scaled)
 GC0314
 GC0314                          SUPERSEDED SURVEY CONTROL
 GC0314
 GC0314  NGVD 29 (??/??/92)  226.002  (m)          741.47   (f) ADJ UNCH    2 0
 GC0314
 GC0314.Superseded values are not recommended for survey control.
 GC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0314.See file dsdata.txt to determine how the superseded data were derived.
 GC0314
 GC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656299(NAD 83)
 GC0314_MARKER: DD = SURVEY DISK
 GC0314_SETTING: 66 = SET IN ROCK OUTCROP
 GC0314_SP_SET: BEDROCK
 GC0314_STAMPING: COKER RM-1 1961
 GC0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0314+STABILITY: POSITION/ELEVATION WELL
 GC0314
 GC0314  HISTORY     - Date     Condition        Report By
 GC0314  HISTORY     - 1961     MONUMENTED       TNHD
 GC0314
 GC0314                          STATION DESCRIPTION
 GC0314
 GC0314'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0314'7.5 MI NW FROM HARTSVILLE.
 GC0314'THIS MARK IS LOCATED AT THE COKER 1961 STATION SITE, 12 FEET
 GC0314'EAST OF A HIGHWAY CUT ON THE SOUTH SLOPE OF THE HILL, 4 FEET
 GC0314'WEST OF A FENCE, 27 FEET SOUTH OF THE STATION, AND CEMENTED
 GC0314'FLUSH IN A DRILLED HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0312 ***********************************************************************
 GC0312  DESIGNATION -  COKER RM 2
 GC0312  PID         -  GC0312
 GC0312  STATE/COUNTY-  TN/TROUSDALE
 GC0312  USGS QUAD   -  BETHPAGE (1994)
 GC0312
 GC0312                         *CURRENT SURVEY CONTROL
 GC0312  ___________________________________________________________________
 GC0312* NAD 83(1986)-  36 24 44.     (N)    086 16 03.     (W)     SCALED    
 GC0312* NAVD 88     -       226.798  (meters)     744.09   (feet)  ADJUSTED  
 GC0312  ___________________________________________________________________
 GC0312  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0312  DYNAMIC HT  -         226.612 (meters)     743.48  (feet)  COMP
 GC0312  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GC0312
 GC0312  VERT ORDER  -  SECOND    CLASS 0
 GC0312
 GC0312.The horizontal coordinates were scaled from a topographic map and have
 GC0312.an estimated accuracy of +/- 6 seconds.
 GC0312
 GC0312.The orthometric height was determined by differential leveling
 GC0312.and adjusted by the National Geodetic Survey in June 1991..
 GC0312
 GC0312.The geoid height was determined by GEOID03.
 GC0312
 GC0312.The dynamic height is computed by dividing the NAVD 88
 GC0312.geopotential number by the normal gravity value computed on the
 GC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0312.degrees latitude (g = 980.6199 gals.).
 GC0312
 GC0312.The modeled gravity was interpolated from observed gravity values.
 GC0312
 GC0312;                    North         East    Units  Estimated Accuracy
 GC0312;SPC TN       -   230,690.      576,010.      MT  (+/- 180 meters Scaled)
 GC0312
 GC0312                          SUPERSEDED SURVEY CONTROL
 GC0312
 GC0312  NGVD 29 (??/??/92)  226.861  (m)          744.29   (f) ADJ UNCH    2 0
 GC0312
 GC0312.Superseded values are not recommended for survey control.
 GC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0312.See file dsdata.txt to determine how the superseded data were derived.
 GC0312
 GC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656299(NAD 83)
 GC0312_MARKER: DD = SURVEY DISK
 GC0312_SETTING: 66 = SET IN ROCK OUTCROP
 GC0312_SP_SET: BEDROCK
 GC0312_STAMPING: COKER RM-2 1961
 GC0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0312+STABILITY: POSITION/ELEVATION WELL
 GC0312
 GC0312  HISTORY     - Date     Condition        Report By
 GC0312  HISTORY     - 1961     MONUMENTED       TNHD
 GC0312
 GC0312                          STATION DESCRIPTION
 GC0312
 GC0312'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0312'7.5 MI NW FROM HARTSVILLE.
 GC0312'THIS MARK IS LOCATED AT THE COKER 1961 STATION SITE, 45 FEET
 GC0312'SOUTHWEST OF A T FENCE CORNER AT A 14-INCH CEDAR TREE, 12 FEET
 GC0312'EAST OF A HIGHWAY CUT, AND 9 FEET WEST OF A FENCE.  THE MARK
 GC0312'IS 62 FEET NORTH OF THE STATION AND CEMENTED FLUSH IN A DRILLED
 GC0312'HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0206 ***********************************************************************
 FD0206  DESIGNATION -  COLE
 FD0206  PID         -  FD0206
 FD0206  STATE/COUNTY-  TN/FRANKLIN
 FD0206  USGS QUAD   -  BELVIDERE (1982)
 FD0206
 FD0206                         *CURRENT SURVEY CONTROL
 FD0206  ___________________________________________________________________
 FD0206* NAD 83(1995)-  35 08 45.59484(N)    086 12 06.08280(W)     ADJUSTED  
 FD0206* NAVD 88     -       328.714  (meters)    1078.46   (feet)  ADJUSTED  
 FD0206  ___________________________________________________________________
 FD0206  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FD0206  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0206  DYNAMIC HT  -         328.393 (meters)    1077.40  (feet)  COMP
 FD0206  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0206
 FD0206  HORZ ORDER  -  SECOND
 FD0206  VERT ORDER  -  FIRST     CLASS II
 FD0206
 FD0206.The horizontal coordinates were established by classical geodetic methods
 FD0206.and adjusted by the National Geodetic Survey in April 1999..
 FD0206
 FD0206.The orthometric height was determined by differential leveling
 FD0206.and adjusted by the National Geodetic Survey in June 1991..
 FD0206
 FD0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0206
 FD0206.The geoid height was determined by GEOID03.
 FD0206
 FD0206.The dynamic height is computed by dividing the NAVD 88
 FD0206.geopotential number by the normal gravity value computed on the
 FD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0206.degrees latitude (g = 980.6199 gals.).
 FD0206
 FD0206.The modeled gravity was interpolated from observed gravity values.
 FD0206
 FD0206;                    North         East     Units Scale Factor Converg.
 FD0206;SPC TN       -    90,185.014   581,620.528   MT  1.00001998   -0 07 05.1
 FD0206;SPC TN       -   295,882.00  1,908,200.02   sFT  1.00001998   -0 07 05.1
 FD0206;UTM  16      - 3,889,525.586   572,718.311   MT  0.99966517   +0 27 34.5
 FD0206
 FD0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0206!SPC TN       -   0.99995291  x   1.00001998  =   0.99997289
 FD0206!UTM  16      -   0.99995291  x   0.99966517  =   0.99961809
 FD0206
 FD0206:                Primary Azimuth Mark                     Grid Az
 FD0206:SPC TN       -  PTS 13 T=KASSERMAN                       072 58 22.7
 FD0206:UTM  16      -  PTS 13 T=KASSERMAN                       072 23 43.1
 FD0206
 FD0206|---------------------------------------------------------------------|
 FD0206| PID    Reference Object                     Distance      Geod. Az  |
 FD0206|                                                           dddmmss.s |
 FD0206| FD0211 PTS 13 T=KASSERMAN                  APPROX. 5.1 KM 0725117.6 |
 FD0206| FD0207 COLE RM 1                            39.975 METERS 18152     |
 FD0206| FD0205 COLE AZ MK                                         2192637.5 |
 FD0206| FD0208 COLE RM 2                            37.095 METERS 26126     |
 FD0206|---------------------------------------------------------------------|
 FD0206
 FD0206                          SUPERSEDED SURVEY CONTROL
 FD0206
 FD0206  NAD 83(1995)-  35 08 45.59502(N)    086 12 06.08274(W) AD(       ) 2
 FD0206  NAD 83(1995)-  35 08 45.59685(N)    086 12 06.08100(W) AD(       ) 2
 FD0206  NAD 83(1995)-  35 08 45.60738(N)    086 12 06.08366(W) AD(       ) 2
 FD0206  NAD 83(1986)-  35 08 45.60905(N)    086 12 06.08257(W) AD(       ) 2
 FD0206  NAD 27      -  35 08 45.30100(N)    086 12 06.12800(W) AD(       ) 2
 FD0206  NGVD 29 (??/??/92)  328.683  (m)         1078.35   (f) ADJ UNCH    1 2
 FD0206
 FD0206.Superseded values are not recommended for survey control.
 FD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0206.See file dsdata.txt to determine how the superseded data were derived.
 FD0206
 FD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7271889526(NAD 83)
 FD0206_MARKER: DS = TRIANGULATION STATION DISK
 FD0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0206_STAMPING: COLE 1934
 FD0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0206+STABILITY: SURFACE MOTION
 FD0206
 FD0206  HISTORY     - Date     Condition        Report By
 FD0206  HISTORY     - 1934     MONUMENTED       CGS
 FD0206  HISTORY     - 1949     GOOD             NGS
 FD0206  HISTORY     - 1972     POOR             TVA
 FD0206  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FD0206
 FD0206                          STATION DESCRIPTION
 FD0206
 FD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0206'ABOUT 14.8 MILES SOUTH OF TULLAHOMA, 5.9 MILES SOUTHWEST OF
 FD0206'WINCHESTER, 1.5
 FD0206'MILES NORTHWEST OF BELVIDERE, IN SMALL CLEARED
 FD0206'UNCULTIVATED AREA, ON PROPERTY OF
 FD0206'WILLARK COLE, 105.35 FEET EAST OF
 FD0206'SOUTHEAST CORNER OF HIS HOUSE, 26 FEET SOUTH OF
 FD0206'CENTER OF LANE TO
 FD0206'HOUSE, AND 8 FEET EAST OF YARD FENCE ON EAST SIDE OF HOUSE.  TO
 FD0206'REACH FROM
 FD0206'RAILROAD CROSSING IN BELVIDERE, FOLLOW U S ROUTE 97 NORTHEAST
 FD0206'0.35 MILE, TURN NORTH
 FD0206'(LEFT) IN SIDE ROAD LEADING TO FIRST REFORMED
 FD0206'CHURCH AND CONTINUE 1.5 MILES ON MAIN
 FD0206'ROAD, KEEP STRAIGHT AHEAD
 FD0206'(WEST) ON SIDE ROAD, CONTINUE 0.35 MILE TO DIM WOODS
 FD0206'ROAD TO RIGHT,
 FD0206'TURN RIGHT AND CONTINUE 0.2 MILE TO HOME OF WILLARD COLE AND STATION
 FD0206'SITE.  SURFACE AND
 FD0206'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FD0206'CONCRETE.  REFERENCE
 FD0206'MARKS ARE STANDARD REFERENCE
 FD0206'DISKS IN CONCRETE.  NO 1 IS ON PROPERTY OF
 FD0206'ALFRED WAMBROAD,
 FD0206'ALONG FENCE LINE, IN WOODED AREA EAST OF COLES CULTIVATED FIELD, AND
 FD0206'131.  53 FEET FROM
 FD0206'STATION S 1 DEG 52 MIN W.  NO 2 IS IN COLES
 FD0206'YARD, 26.7 FEET SOUTH FO SOUTH FACE
 FD0206'OF CONCRETE FOUNDATION OF HOUSE,
 FD0206'1 FOOT NORTH OF FENCE, AND 121.71 FEET FROM STATION
 FD0206'S 81 DEG 26 MIN W.
 FD0206'DISTANCE BETWEEN NO 1 AND NO 2 IS 162.2 FEET.  AZIMUTH MARK
 FD0206'IS STANDARD REFERENCE
 FD0206'DISK IN CONCRETE, ON PROPERTY OF
 FD0206'HENRY GLAUS, ON NORTH SIDE OF ROAD
 FD0206'LEADING TO COLES HOUSE, 46 FEET
 FD0206'DUE NORTH OF LONE CEDAR TREE, 10 FEET NORTH OF CENTER
 FD0206'OF ROAD, IN
 FD0206'EDGE OF CULTIVATED FIELD, AND 0.2 MILE FROM STATION S 39 DEG 27 MIN W.
 FD0206
 FD0206                          STATION RECOVERY (1949)
 FD0206
 FD0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0206'2.4 MI N FROM BELVIDERE.
 FD0206'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0206'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0206'MILE NORTH ALONG A GRAVEL ROAD THENCE ABOUT 0.85 MILE WEST ALONG
 FD0206'A GRAVEL ROAD THENCE ABOUT 0.2 MILE NORTH ALONG A PRIVATE ROAD
 FD0206'TO THE TOP OF A HILL AND RESIDENCE OF WILLARD COLE, 134.3 FEET
 FD0206'NORTH OF R.M. NO. 1, 122 FEET EAST-NORTHEAST OF R.M. NO. 2,
 FD0206'105 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 7 FEET SOUTHWEST
 FD0206'OF THE CENTER LINE OF THE DRIVE TO HOUSE, AND SET IN THE TOP OF
 FD0206'A CONCRETE POST PROJECTING 6 INCHES.
 FD0206
 FD0206                          STATION RECOVERY (1972)
 FD0206
 FD0206'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0206'COLE RECOVERED DISTURBED.
 FD0206'
 FD0206'TOP OF MON. BROKEN OFF.  BASE STILL IN LOCATED IN CENTER OF
 FD0206'GRAVEL RD. FLUSH WITH RD.  POSITION RETAINED BECAUSE OF UNDERGROUND
 FD0206'MARK AND REFERENCES.
 FD0206'
 FD0206'COLE AZ. MK. DESTROYED.
 FD0206'
 FD0206'FOUND PUSHED OUT OF GROUND.
 FD0206'
 FD0206'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI N-W OF
 FD0206'BELVIDERE.
 FD0206
 FD0206                          STATION RECOVERY (1975)
 FD0206
 FD0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD0206'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 FD0206'CONDITION.  THE SURFACE STATION MARK WAS FOUND WITH THE DISK GONE.
 FD0206'A NEW SURFACE STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.
 FD0206'THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 FD0206'REFERENCE MARK 1 CHECKED BY MEASUREING SLOPE.  THE MARK WAS
 FD0206'MEASURED HORIZONAL AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 2
 FD0206'CHECKED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED
 FD0206'SINCE IT WAS REPORTED AS SUCH IN 1972.  A NEW DESCRIPTION
 FD0206'FOLLOWS--
 FD0206'
 FD0206'THE STATION IS 12 FEET EAST OF AN 8 INCH HOLLY TREE, 73 FEET NORTH
 FD0206'OF A FENCE CORNER, 52 FEET SOUTHEAST OF A FENCE CORNER, 40 FEET
 FD0206'SOUTH OF A 16 INCH OAK TREE, 31 FEET NORTHEAST OF A 10 INCH DOGWOOD
 FD0206'TREE AND IN A GRAVELED DRIVEWAY ON THE PROPERTY OF MR. HOWARD
 FD0206'RAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COLES 1934
 FD0206'1975.
 FD0206'
 FD0206'TO REACH THE STATION FROM THE RAILROAD CROSSING (JUST WEST OF THE
 FD0206'POST OFFICE AT BELVIDERE), GO NORTHEAST ON U. S. HIGHWAY 64 FOR 0.35
 FD0206'MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON PAVED
 FD0206'ROAD FOR 1.9 MILES TO A SHARP CURVE RIGHT AND A GRAVELED ROAD
 FD0206'STRAIGHT AHEAD.  CONTINUE WEST AND SOUTH ON THE GRAVELED ROAD
 FD0206'FOR 0.5 MILE TO TOP OF GRADE AND THE STATION.
 FD0206'
 FD0206'REFERENCE MARK 1 IS 6 FEET WEST OF A FENCE AND 58 FEET SOUTH OF A
 FD0206'FENCE CORNER.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 FD0206'STAMPED COLES NO 1 1934.
 FD0206'
 FD0206'REFERENCE MARK 2 IS 30 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 FD0206'HOUSE, 30 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 8
 FD0206'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS
 FD0206'8 INCHES AND THE DISK IS STAMPED COLES NO 2 1934.
 FD0206'
 FD0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 FD0206'NORTHWEST OF BELVIDERE.
 FD0206'
 FD0206'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0205 ***********************************************************************
 FD0205  DESIGNATION -  COLE AZ MK
 FD0205  PID         -  FD0205
 FD0205  STATE/COUNTY-  TN/FRANKLIN
 FD0205  USGS QUAD   -  BELVIDERE (1982)
 FD0205
 FD0205                         *CURRENT SURVEY CONTROL
 FD0205  ___________________________________________________________________
 FD0205* NAD 83(1986)-  35 08 38.     (N)    086 12 14.     (W)     SCALED    
 FD0205* NAVD 88     -       310.210  (meters)    1017.75   (feet)  ADJUSTED  
 FD0205  ___________________________________________________________________
 FD0205  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0205  DYNAMIC HT  -         309.906 (meters)    1016.75  (feet)  COMP
 FD0205  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0205
 FD0205  VERT ORDER  -  FIRST     CLASS II
 FD0205
 FD0205.The horizontal coordinates were scaled from a topographic map and have
 FD0205.an estimated accuracy of +/- 6 seconds.
 FD0205
 FD0205.The orthometric height was determined by differential leveling
 FD0205.and adjusted by the National Geodetic Survey in June 1991..
 FD0205
 FD0205.The geoid height was determined by GEOID03.
 FD0205
 FD0205.The dynamic height is computed by dividing the NAVD 88
 FD0205.geopotential number by the normal gravity value computed on the
 FD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0205.degrees latitude (g = 980.6199 gals.).
 FD0205
 FD0205.The modeled gravity was interpolated from observed gravity values.
 FD0205
 FD0205;                    North         East    Units  Estimated Accuracy
 FD0205;SPC TN       -    89,950.      581,420.      MT  (+/- 180 meters Scaled)
 FD0205
 FD0205                          SUPERSEDED SURVEY CONTROL
 FD0205
 FD0205  NGVD 29 (??/??/92)  310.179  (m)         1017.65   (f) ADJ UNCH    1 2
 FD0205
 FD0205.Superseded values are not recommended for survey control.
 FD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0205.See file dsdata.txt to determine how the superseded data were derived.
 FD0205
 FD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED725892(NAD 83)
 FD0205_MARKER: DS = TRIANGULATION STATION DISK
 FD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0205_STAMPING: COLE 1934 AZI
 FD0205_MARK LOGO: CGS   
 FD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0205+STABILITY: SURFACE MOTION
 FD0205
 FD0205  HISTORY     - Date     Condition        Report By
 FD0205  HISTORY     - 1934     MONUMENTED       CGS
 FD0205  HISTORY     - 1949     GOOD             CGS
 FD0205
 FD0205                          STATION DESCRIPTION
 FD0205
 FD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0205'2.4 MI N FROM BELVIDERE.
 FD0205'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0205'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0205'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST
 FD0205'ALONG A GRAVEL ROAD AND ABOUT 0.2 MILE WEST ALONG A FARM ROAD,
 FD0205'48 FEET NORTH-NORTHWEST AND ACROSS FARM ROAD FROM A 12-INCH
 FD0205'CEDAR TREE IN A FENCE LINE RUNNING SOUTH, 24 1/2 FEET
 FD0205'NORTH-NORTHWEST AND ACROSS ROAD FROM THE CENTER OF A GATE IN
 FD0205'SOUTH FENCE LINE, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FD0205'2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 FD0205'WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP
 FD0205'OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0207 ***********************************************************************
 FD0207  DESIGNATION -  COLE RM 1
 FD0207  PID         -  FD0207
 FD0207  STATE/COUNTY-  TN/FRANKLIN
 FD0207  USGS QUAD   -  BELVIDERE (1982)
 FD0207
 FD0207                         *CURRENT SURVEY CONTROL
 FD0207  ___________________________________________________________________
 FD0207* NAD 83(1986)-  35 08 45.     (N)    086 12 06.     (W)     SCALED    
 FD0207* NAVD 88     -       325.300  (meters)    1067.26   (feet)  ADJUSTED  
 FD0207  ___________________________________________________________________
 FD0207  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0207  DYNAMIC HT  -         324.982 (meters)    1066.21  (feet)  COMP
 FD0207  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0207
 FD0207  VERT ORDER  -  FIRST     CLASS II
 FD0207
 FD0207.The horizontal coordinates were scaled from a topographic map and have
 FD0207.an estimated accuracy of +/- 6 seconds.
 FD0207
 FD0207.The orthometric height was determined by differential leveling
 FD0207.and adjusted by the National Geodetic Survey in June 1991..
 FD0207
 FD0207.The geoid height was determined by GEOID03.
 FD0207
 FD0207.The dynamic height is computed by dividing the NAVD 88
 FD0207.geopotential number by the normal gravity value computed on the
 FD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0207.degrees latitude (g = 980.6199 gals.).
 FD0207
 FD0207.The modeled gravity was interpolated from observed gravity values.
 FD0207
 FD0207;                    North         East    Units  Estimated Accuracy
 FD0207;SPC TN       -    90,170.      581,620.      MT  (+/- 180 meters Scaled)
 FD0207
 FD0207                          SUPERSEDED SURVEY CONTROL
 FD0207
 FD0207  NGVD 29 (??/??/92)  325.269  (m)         1067.15   (f) ADJ UNCH    1 2
 FD0207
 FD0207.Superseded values are not recommended for survey control.
 FD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0207.See file dsdata.txt to determine how the superseded data were derived.
 FD0207
 FD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED727895(NAD 83)
 FD0207_MARKER: DR = REFERENCE MARK DISK
 FD0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0207_STAMPING: COLE NO 1 1934
 FD0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0207+STABILITY: SURFACE MOTION
 FD0207
 FD0207  HISTORY     - Date     Condition        Report By
 FD0207  HISTORY     - 1934     MONUMENTED       CGS
 FD0207  HISTORY     - 1949     GOOD             NGS
 FD0207
 FD0207                          STATION DESCRIPTION
 FD0207
 FD0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0207'2.4 MI N FROM BELVIDERE.
 FD0207'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0207'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0207'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST ALONG
 FD0207'A GRAVEL ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD TO THE
 FD0207'TOP OF A HILL AND THE RESIDENCE OF WILLARD COLE, 171 1/2 FEET
 FD0207'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 131.3 FEET
 FD0207'SOUTH OF THE STATION MARK, 162 FEET SOUTHEAST OF R.M. NO. 2, 11
 FD0207'FEET EAST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 FD0207'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0207'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0208 ***********************************************************************
 FD0208  DESIGNATION -  COLE RM 2
 FD0208  PID         -  FD0208
 FD0208  STATE/COUNTY-  TN/FRANKLIN
 FD0208  USGS QUAD   -  BELVIDERE (1982)
 FD0208
 FD0208                         *CURRENT SURVEY CONTROL
 FD0208  ___________________________________________________________________
 FD0208* NAD 83(1995)-  35 08 45.41546(N)    086 12 07.53192(W)     ADJUSTED  
 FD0208* NAVD 88     -       328.590  (meters)    1078.05   (feet)  ADJUSTED  
 FD0208  ___________________________________________________________________
 FD0208  X           -     345,850.175 (meters)                     COMP
 FD0208  Y           -  -5,209,901.218 (meters)                     COMP
 FD0208  Z           -   3,651,291.279 (meters)                     COMP
 FD0208  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FD0208  ELLIP HEIGHT-         299.90  (meters)          (07/29/02) GPS OBS
 FD0208  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0208  DYNAMIC HT  -         328.269 (meters)    1077.00  (feet)  COMP
 FD0208  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0208
 FD0208  HORZ ORDER  -  FIRST
 FD0208  VERT ORDER  -  FIRST     CLASS II
 FD0208  ELLP ORDER  -  FOURTH    CLASS I
 FD0208
 FD0208.The horizontal coordinates were established by GPS observations
 FD0208.and adjusted by the National Geodetic Survey in April 1999..
 FD0208
 FD0208.The orthometric height was determined by differential leveling
 FD0208.and adjusted by the National Geodetic Survey in June 1991..
 FD0208
 FD0208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0208
 FD0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0208
 FD0208.The ellipsoidal height was determined by GPS observations
 FD0208.and is referenced to NAD 83.
 FD0208
 FD0208.The geoid height was determined by GEOID03.
 FD0208
 FD0208.The dynamic height is computed by dividing the NAVD 88
 FD0208.geopotential number by the normal gravity value computed on the
 FD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0208.degrees latitude (g = 980.6199 gals.).
 FD0208
 FD0208.The modeled gravity was interpolated from observed gravity values.
 FD0208
 FD0208;                    North         East     Units Scale Factor Converg.
 FD0208;SPC TN       -    90,179.562   581,583.835   MT  1.00001999   -0 07 05.9
 FD0208;SPC TN       -   295,864.11  1,908,079.63   sFT  1.00001999   -0 07 05.9
 FD0208;UTM  16      - 3,889,519.765   572,681.687   MT  0.99966510   +0 27 33.6
 FD0208
 FD0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0208!SPC TN       -   0.99995293  x   1.00001999  =   0.99997292
 FD0208!UTM  16      -   0.99995293  x   0.99966510  =   0.99961804
 FD0208
 FD0208                          SUPERSEDED SURVEY CONTROL
 FD0208
 FD0208  ELLIP H (04/12/99)  299.96   (m)                       GP(       ) 4 1
 FD0208  NAD 83(1995)-  35 08 45.41547(N)    086 12 07.53202(W) AD(       ) 1
 FD0208  NAD 83(1995)-  35 08 45.41743(N)    086 12 07.53009(W) AD(       ) 1
 FD0208  ELLIP H (12/04/92)  299.89   (m)                       GP(       ) 4 1
 FD0208  NAD 83(1995)-  35 08 45.42814(N)    086 12 07.53280(W) AD(       ) 1
 FD0208  NGVD 29 (??/??/92)  328.560  (m)         1077.95   (f) ADJ UNCH    1 2
 FD0208
 FD0208.Superseded values are not recommended for survey control.
 FD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0208.See file dsdata.txt to determine how the superseded data were derived.
 FD0208
 FD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7268289520(NAD 83)
 FD0208_MARKER: DR = REFERENCE MARK DISK
 FD0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0208_SP_SET: CONCRETE POST
 FD0208_STAMPING: COLE NO 2 1934
 FD0208_MARK LOGO: CGS   
 FD0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0208+STABILITY: SURFACE MOTION
 FD0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0208+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 FD0208
 FD0208  HISTORY     - Date     Condition        Report By
 FD0208  HISTORY     - 1934     MONUMENTED       CGS
 FD0208  HISTORY     - 1949     GOOD             NGS
 FD0208  HISTORY     - 19900626 GOOD             ALHD
 FD0208  HISTORY     - 19910205 GOOD
 FD0208  HISTORY     - 19931118 GOOD             ALHD
 FD0208
 FD0208                          STATION DESCRIPTION
 FD0208
 FD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0208'2.4 MI N FROM BELVIDERE.
 FD0208'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0208'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85 MILE
 FD0208'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST ALONG A
 FD0208'GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTH ALONG A PRIVATE ROAD
 FD0208'TO THE TOP OF A HILL AND THE RESIDENCE OF WILLARD COLE, 162
 FD0208'FEET NORTHWEST OF R.M. NO. 1, 122 FEET WEST-SOUTHWEST OF THE STATION
 FD0208'MARK, 30 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE,
 FD0208'9 FEET SOUTH OF THE CENTER LINE OF A DRIVE, 1 1/2 FEET NORTH OF
 FD0208'A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FD0208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD0208
 FD0208                          STATION RECOVERY (1990)
 FD0208
 FD0208'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FD0208'THE STATION IS LOCATED IN FRANKLIN COUNTY ON PROPERTY OWNED BY MR. RAY
 FD0208'HINSHAW, ABOUT 9.50 KM (5.90 MI) SOUTHWEST OF WINCHESTER AND ABOUT
 FD0208'23.82 KM (14.80 MI) SOUTH OF TULLAHOMA.
 FD0208'TO REACH THE STATION FROM THE JUNCTION OF U. S. 64 AND MINGO ROAD,
 FD0208'MILE POST 12.15 ON U. S. 64, ABOUT 4.35 KM (2.70 MI) SOUTHWEST OF
 FD0208'DOWNTOWN WINCHESTER, DRIVE NORTHWEST AND THEN WEST ON MINGO ROAD 4.75
 FD0208'KM (2.95 MI) TO A PAVED CROSS ROAD WITH OWL HOLLOW ROAD LEFT AND
 FD0208'RIGHT, TURN LEFT ON OWL HOLLOW ROAD AND DRIVE SOUTH 1.93 KM
 FD0208'(1.20 MI) TO HINSHAW LANE ON THE RIGHT, TURN RIGHT ON GRAVEL HINSHAW
 FD0208'LANE AND DRIVE WEST AND THEN SOUTH 0.80 KM (0.50 MI) TO THE TOP OF A
 FD0208'HILL, AN OLD HOUSE, AND THE STATION ON THE RIGHT.
 FD0208'THE STATION IS 2.04 M (6.69 FT) EAST - NORTHEAST OF THE EAST END OF A
 FD0208'GRAPE ARBOR, 2.59 M (8.50 FT) SOUTH OF THE CENTER OF A GRAVEL
 FD0208'DRIVEWAY, 9.05 M (29.69 FT) SOUTH - SOUTHEAST OF THE SOUTHWEST CORNER
 FD0208'OF AN OLD FRAME HOUSE, 9.27 M (30.41 FT) SOUTHWEST OF THE SOUTHEAST
 FD0208'CORNER OF AN OLD FRAME HOUSE, 13.41 M (44.00 FT) NORTH OF A HOG WIRE
 FD0208'FENCE WITHE ONE STRAND OF BARBED WIRE ON WOOD POSTS, 13.56 M
 FD0208'(44.49 FT) NORTH - NORTHEAST OF A POWER LINE SERVICE POLE, AND
 FD0208'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND.
 FD0208'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FD0208'MR. RAY HINSHAW
 FD0208'ROUTE 2, BOX 221
 FD0208'BELVIDERE, TENNESSEE 37306
 FD0208'PHONE 615 - 967 - 2006 HOME OR 615 - 967 - 1968 WORK.
 FD0208
 FD0208                          STATION RECOVERY (1991)
 FD0208
 FD0208'RECOVERED 1991
 FD0208'RECOVERED IN GOOD CONDITION.
 FD0208
 FD0208                          STATION RECOVERY (1993)
 FD0208
 FD0208'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 FD0208'THE STATION IS LOCATED IN FRANKLIN COUNTY ON PROPERTY OWNED BY MR. RAY
 FD0208'HINSHAW, ABOUT 9.50 KM (5.90 MI) SOUTHWEST OF WINCHESTER AND ABOUT
 FD0208'23.82 KM (14.80 MI) SOUTH OF TULLAHOMA. TO REACH THE STATION FROM THE
 FD0208'JUNCTION OF U.S. 64 AND MINGO ROAD, MILE POST 12.15 ON U.S. 64, ABOUT
 FD0208'4.35 KM (2.70 MI) SOUTHWEST OF DOWNTOWN WINCHESTER, DRIVE NORTHWEST
 FD0208'AND THEN WEST ON MINGO ROAD FOR 4.75 KM (2.95 MI) TO A PAVED CROSS
 FD0208'ROAD WITH OWL HOLLOW ROAD LEFT AND RIGHT, TURN LEFT ON OWL HOLLOW ROAD
 FD0208'AND DRIVE SOUTH FOR 1.93 KM (1.20 MI) TO HINSHAW LANE ON THE RIGHT,
 FD0208'TURN RIGHT ON GRAVEL HINSHAW LANE AND DRIVE WEST AND THEN SOUTH FOR
 FD0208'0.80 KM (0.50 MI) TO THE TOP OF A HILL, AN OLD HOUSE, AND THE STATION
 FD0208'ON THE RIGHT. THE STATION IS 2.04 M (6.69 FT) EAST-NORTHEAST OF THE
 FD0208'EAST END OF A GRAPE ARBOR, 2.59 M (8.50 FT) SOUTH OF THE CENTER OF A
 FD0208'GRAVEL DRIVEWAY, 9.05 M (29.69 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 FD0208'CORNER OF AN OLD FRAME HOUSE, 9.27 M (30.41 FT) SOUTHWEST OF THE
 FD0208'SOUTHEAST CORNER OF AN OLD FRAME HOUSE, 13.41 M (44.00 FT) NORTH OF A
 FD0208'HOG WIRE FENCE WITHE ONE STRAND OF BARBED WIRE ON WOOD POSTS, 13.56 M
 FD0208'(44.49 FT) NORTH-NORTHEAST OF A POWER LINE SERVICE POLE, AND PROJECTS
 FD0208'0.15 M (0.49 FT) ABOVE THE GROUND. BEFORE USING THIS STATION AT NIGHT,
 FD0208'PLEASE NOTIFY - MR. RAY HINSHAW, ROUTE 2, BOX 221, BELVIDERE,
 FD0208'TENNESSEE 37306, PHONE 615-967-2006 HOME OR 615-967-1968 WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2183 ***********************************************************************
 FE2183  DESIGNATION -  COLLIER
 FE2183  PID         -  FE2183
 FE2183  STATE/COUNTY-  TN/SHELBY
 FE2183  USGS QUAD   -  COLLIERVILLE (1965)
 FE2183
 FE2183                         *CURRENT SURVEY CONTROL
 FE2183  ___________________________________________________________________
 FE2183* NAD 83(1995)-  35 02 45.91520(N)    089 39 49.64019(W)     ADJUSTED  
 FE2183* NAVD 88     -       123.064  (meters)     403.75   (feet)  ADJUSTED  
 FE2183  ___________________________________________________________________
 FE2183  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FE2183  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2183  DYNAMIC HT  -         122.949 (meters)     403.38  (feet)  COMP
 FE2183  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE2183
 FE2183  HORZ ORDER  -  THIRD
 FE2183  VERT ORDER  -  FIRST     CLASS II
 FE2183
 FE2183.The horizontal coordinates were established by classical geodetic methods
 FE2183.and adjusted by the National Geodetic Survey in April 1999..
 FE2183
 FE2183.The orthometric height was determined by differential leveling
 FE2183.and adjusted by the National Geodetic Survey in June 1991..
 FE2183
 FE2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2183
 FE2183.The geoid height was determined by GEOID03.
 FE2183
 FE2183.The dynamic height is computed by dividing the NAVD 88
 FE2183.geopotential number by the normal gravity value computed on the
 FE2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2183.degrees latitude (g = 980.6199 gals.).
 FE2183
 FE2183.The modeled gravity was interpolated from observed gravity values.
 FE2183
 FE2183;                    North         East     Units Scale Factor Converg.
 FE2183;SPC TN       -    85,337.836   265,791.009   MT  1.00004224   -2 08 41.7
 FE2183;SPC TN       -   279,979.22    872,016.00   sFT  1.00004224   -2 08 41.7
 FE2183;UTM  16      - 3,881,398.702   257,031.172   MT  1.00032762   -1 31 49.4
 FE2183
 FE2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2183!SPC TN       -   0.99998501  x   1.00004224  =   1.00002725
 FE2183!UTM  16      -   0.99998501  x   1.00032762  =   1.00031262
 FE2183
 FE2183|---------------------------------------------------------------------|
 FE2183| PID    Reference Object                     Distance      Geod. Az  |
 FE2183|                                                           dddmmss.s |
 FE2183| FE2185 COLLIER RM 1                         31.513 METERS 07723     |
 FE2183| FE2182 COLLIER AZ MK                                      0783144.9 |
 FE2183| FE2184 COLLIER RM 2                         32.110 METERS 19122     |
 FE2183| FE2561 MARTIN                              APPROX.12.7 KM 2861317.7 |
 FE2183| FE2553 MEMPHIS TV STA WKNO MAST            APPROX.18.7 KM 3094358.1 |
 FE2183| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.13.2 KM 3133257.9 |
 FE2183|---------------------------------------------------------------------|
 FE2183
 FE2183                          SUPERSEDED SURVEY CONTROL
 FE2183
 FE2183  NAD 83(1995)-  35 02 45.91678(N)    089 39 49.64148(W) AD(       ) 3
 FE2183  NAD 83(1995)-  35 02 45.91828(N)    089 39 49.64254(W) AD(       ) 3
 FE2183  NAD 83(1986)-  35 02 45.92616(N)    089 39 49.63999(W) AD(       ) 3
 FE2183  NAD 27      -  35 02 45.59460(N)    089 39 49.34320(W) AD(       ) 3
 FE2183
 FE2183.Superseded values are not recommended for survey control.
 FE2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2183.See file dsdata.txt to determine how the superseded data were derived.
 FE2183
 FE2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5703181399(NAD 83)
 FE2183_MARKER: DS = TRIANGULATION STATION DISK
 FE2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2183_SP_SET: CONCRETE POST
 FE2183_STAMPING: COLLIER 1957
 FE2183_MARK LOGO: CGS   
 FE2183_PROJECTION: FLUSH
 FE2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2183+STABILITY: SURFACE MOTION
 FE2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2183+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2183
 FE2183  HISTORY     - Date     Condition        Report By
 FE2183  HISTORY     - 1957     MONUMENTED       CGS
 FE2183  HISTORY     - 1983     GOOD             NGS
 FE2183  HISTORY     - 19880523 GOOD             NGS
 FE2183  HISTORY     - 20021001 GOOD             USACE
 FE2183
 FE2183                          STATION DESCRIPTION
 FE2183
 FE2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2183'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF COLLIERVILLE ON
 FE2183'PROPERTY OWNED BY DR. RICHARD KELSEY. IT IS 240 FEET NORTH OF THE
 FE2183'CENTERLINE OF STATE HIGHWAY 57, 62 FEET NORTHWEST OF THE NORTHWEST
 FE2183'CORNER OF A FRAME GARAGE, 33 FEET NORTH OF A WOODEN FENCE AND 20
 FE2183'FEET EAST OF A FENCE AND A WHITE WITNESS POST. THE MONUMENT IS FLUSH
 FE2183'AND THE DISK IS STAMPED COLLIER 1957.
 FE2183'
 FE2183'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COLLIERVILLE
 FE2183'HIGH SCHOOL, GO EAST ON STATE HIGHWAY 57 FOR 0.2 MILE TO A
 FE2183'CHURCH ON THE RIGHT AND A DRIVEWAY ON THE LEFT.* TURN LEFT ON THE
 FE2183'DRIVEWAY AND GO NORTH ABOUT 200 FEET TO A WOODEN FENCE AND THE
 FE2183'STATION AS DESCRIBED.
 FE2183'
 FE2183'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 57 FOR
 FE2183'0.05 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON THE ROAD
 FE2183'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2183'
 FE2183'REFERENCE MARK 1 IS 57 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST
 FE2183'OF A WOODEN FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2183'COLLIER NO 1 1957.
 FE2183'
 FE2183'REFERENCE MARK 2 IS 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE2183'GARAGE AND 1 FOOT EAST OF A HEDGE ROW. THE MONUMENT IS FLUSH AND THE
 FE2183'DISK IS STAMPED COLLIER NO 2 1957.
 FE2183'
 FE2183'THE AZIMUTH MARK IS ON PROPERTY OWNED BY MR. E.L. ASHFORD. IT IS 138
 FE2183'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 63 FEET NORTH OF THE
 FE2183'NORTHWEST CORNER OF A FRAME GARAGE, 3 FEET SOUTH OF A FENCE AND 2
 FE2183'FEET WEST OF THE NORTHWEST CORNER OF A DOG LOT. THE MONUMENT IS FLUSH
 FE2183'AND THE DISK IS STAMPED COLLIER 1957.
 FE2183'
 FE2183'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2183
 FE2183                          STATION RECOVERY (1983)
 FE2183
 FE2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2183'IN COLLIERVILLE.
 FE2183'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2183'AND STATE ROUTE 57, ON PROPERTY OF MRS. RICHARD KELSEY, LOCATED INSIDE
 FE2183'OF A SMALL FENCED IN PONY CORRAL, 73.2 METERS (240.0 FT) NORTH OF THE
 FE2183'CENTERLINE OF THE HIGHWAY, 18.9 METERS (62.0 FT) NORTHWEST OF THE
 FE2183'NORTHWEST CORNER OF A GARAGE, 10.1 METERS (33.0 FT) NORTH OF A WOODEN
 FE2183'FENCE, 6.1 METERS (20.0 FT) EAST OF A WOODEN FENCE, 31.7 METERS
 FE2183'(104.0 FT) WEST OF A WOODEN AND WIRE FENCE, 31.4 METERS (103.0 FT)
 FE2183'WEST OF REFERENCE MARK 1, AND 32.0 METERS (105.0 FT) NORTH OF
 FE2183'REFERENCE MARK 2.
 FE2183
 FE2183                          STATION RECOVERY (1988)
 FE2183
 FE2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 FE2183'RECOVERED IN GOOD CONDITION.
 FE2183
 FE2183                          STATION RECOVERY (2002)
 FE2183
 FE2183'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1434 ***********************************************************************
 FC1434  DESIGNATION -  COLLIER
 FC1434  PID         -  FC1434
 FC1434  STATE/COUNTY-  TN/COFFEE
 FC1434  USGS QUAD   -  HILLSBORO (1983)
 FC1434
 FC1434                         *CURRENT SURVEY CONTROL
 FC1434  ___________________________________________________________________
 FC1434* NAD 83(1995)-  35 23 06.08679(N)    085 59 03.18870(W)     ADJUSTED  
 FC1434* NAVD 88     -       316.889  (meters)    1039.66   (feet)  ADJUSTED  
 FC1434  ___________________________________________________________________
 FC1434  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FC1434  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1434  DYNAMIC HT  -         316.584 (meters)    1038.66  (feet)  COMP
 FC1434  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1434
 FC1434  HORZ ORDER  -  SECOND
 FC1434  VERT ORDER  -  SECOND    CLASS 0
 FC1434
 FC1434.The horizontal coordinates were established by classical geodetic methods
 FC1434.and adjusted by the National Geodetic Survey in April 1999..
 FC1434
 FC1434.The orthometric height was determined by differential leveling
 FC1434.and adjusted by the National Geodetic Survey in June 1991..
 FC1434
 FC1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1434
 FC1434.The geoid height was determined by GEOID03.
 FC1434
 FC1434.The dynamic height is computed by dividing the NAVD 88
 FC1434.geopotential number by the normal gravity value computed on the
 FC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1434.degrees latitude (g = 980.6199 gals.).
 FC1434
 FC1434.The modeled gravity was interpolated from observed gravity values.
 FC1434
 FC1434;                    North         East     Units Scale Factor Converg.
 FC1434;SPC TN       -   116,684.934   601,433.800   MT  0.99997892   +0 00 33.3
 FC1434;SPC TN       -   382,823.82  1,973,204.06   sFT  0.99997892   +0 00 33.3
 FC1434;UTM  16      - 3,916,215.724   592,257.018   MT  0.99970489   +0 35 17.7
 FC1434
 FC1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1434!SPC TN       -   0.99995479  x   0.99997892  =   0.99993371
 FC1434!UTM  16      -   0.99995479  x   0.99970489  =   0.99965970
 FC1434
 FC1434|---------------------------------------------------------------------|
 FC1434| PID    Reference Object                     Distance      Geod. Az  |
 FC1434|                                                           dddmmss.s |
 FC1434| FC1435 COLLIER RM 1                         17.372 METERS 02950     |
 FC1434| FC1433 COLLIER RM 2                         37.018 METERS 11129     |
 FC1434| FC1432 COLLIER AZ MK                                      1671041.0 |
 FC1434|---------------------------------------------------------------------|
 FC1434
 FC1434                          SUPERSEDED SURVEY CONTROL
 FC1434
 FC1434  NAD 83(1995)-  35 23 06.09298(N)    085 59 03.18920(W) AD(       ) 2
 FC1434  NAD 83(1995)-  35 23 06.09262(N)    085 59 03.18964(W) AD(       ) 2
 FC1434  NAD 83(1995)-  35 23 06.09434(N)    085 59 03.18707(W) AD(       ) 2
 FC1434  NAD 83(1986)-  35 23 06.09688(N)    085 59 03.18548(W) AD(       ) 2
 FC1434  NAD 27      -  35 23 05.81310(N)    085 59 03.24500(W) AD(       ) 2
 FC1434  NGVD 29 (??/??/92)  316.883  (m)         1039.64   (f) ADJ UNCH    2 0
 FC1434
 FC1434.Superseded values are not recommended for survey control.
 FC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1434.See file dsdata.txt to determine how the superseded data were derived.
 FC1434
 FC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9225716216(NAD 83)
 FC1434_MARKER: DE = TRAVERSE STATION DISK
 FC1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1434_STAMPING: COLLIER 1962
 FC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1434+STABILITY: SURFACE MOTION
 FC1434
 FC1434  HISTORY     - Date     Condition        Report By
 FC1434  HISTORY     - 1962     MONUMENTED       CGS
 FC1434  HISTORY     - 1962     GOOD             CGS
 FC1434
 FC1434                          STATION DESCRIPTION
 FC1434
 FC1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1434'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MANCHESTER, ABOUT 2
 FC1434'MILES SOUTHWEST OF HILLSBORO AND ON THE PROPERTY OF MR. GEORGE
 FC1434'DODSON.
 FC1434'
 FC1434'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO SOUTHWEST
 FC1434'ON BLACKTOP ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK, TAKE RIGHT
 FC1434'FORK STRAIGHT AHEAD FOR 1.45 MILES TO A SIDE ROAD RIGHT,* TURN RIGHT,
 FC1434'FOR 0.1 MILE TO A T ROAD, TURN LEFT, FOR 0.05 MILE TO THE STATION
 FC1434'ON THE RIGHT.
 FC1434'
 FC1434'STATION MARK IS 142 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1434'ROAD, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF LOG BUILDING, 53
 FC1434'FEET EAST OF THE SOUTHWEST CORNER OF GARDEN, 11 FEET NORTH OF A
 FC1434'CULTIVATED FIELD AND 3.0 FEET EAST OF A METAL WITNESS POST.  THE MARK
 FC1434'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH AND
 FC1434'STAMPED COLLIER 1962.
 FC1434'
 FC1434'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE NORTHWEST CORNER OF LOG
 FC1434'BUILDING.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1434'POST, FLUSH AND STAMPED COLLIER NO 1 1962.
 FC1434'
 FC1434'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC1434'GRAVELED ROAD AND 4 FEET WEST OF A POWER POLE.  THE MARK IS A
 FC1434'STANDARD DISK SET IN A ROUND CONCRETE POST, WHICH PROJECTS 8-INCHES
 FC1434'AND STAMPED COLLIER NO 2 1962.
 FC1434'
 FC1434'AZIMUTH MARK IS 33 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A FARM
 FC1434'DRIVE, 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A BLACKTOP ROAD
 FC1434'AND 3.4 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 FC1434'DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 2-INCHES AND
 FC1434'STAMPED COLLIER 1962.
 FC1434'
 FC1434'CONTINUE ON BLACKTOP ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 FC1434'RIGHT.
 FC1434'
 FC1434'HEIGHT OF LIGHT ABOVE STATION MARK 21.9 METERS.
 FC1434
 FC1434                          STATION RECOVERY (1962)
 FC1434
 FC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1434'2 MI SW FROM HILLSBORO.
 FC1434'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO
 FC1434'SOUTHWEST ON BLACKTOP ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK,
 FC1434'TAKE RIGHT FORK STRAIGHT AHEAD FOR 1.45 MILES TO A SIDE ROAD
 FC1434'RIGHT, TURN RIGHT FOR 0.1 MILE TO A T ROAD, TURN LEFT FOR
 FC1434'0.05 MILE TO THE STATION THE RIGHT, 142 FEET WEST OF THE CENTER
 FC1434'OF A GRAVELED ROAD, 121.5 FEET WEST OF REFERENCE MARK NO. 2,
 FC1434'57.0 FEET SOUTHWEST OF REFERENCE MARK NO. 2, 53 FEET EAST OF
 FC1434'THE SOUTHWEST CORNER OF A GARDEN, 11 FEET NORTH OF A CULTIVATED
 FC1434'FIELD AND 3 FEET EAST OF A METAL WITNESS POST.  A STANDARD
 FC1434'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST, FLUSH
 FC1434'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2182 ***********************************************************************
 FE2182  DESIGNATION -  COLLIER AZ MK
 FE2182  PID         -  FE2182
 FE2182  STATE/COUNTY-  TN/SHELBY
 FE2182  USGS QUAD   -  COLLIERVILLE (1965)
 FE2182
 FE2182                         *CURRENT SURVEY CONTROL
 FE2182  ___________________________________________________________________
 FE2182* NAD 83(1986)-  35 02 46.     (N)    089 39 40.     (W)     SCALED    
 FE2182* NAVD 88     -       124.537  (meters)     408.59   (feet)  ADJUSTED  
 FE2182  ___________________________________________________________________
 FE2182  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2182  DYNAMIC HT  -         124.421 (meters)     408.20  (feet)  COMP
 FE2182  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE2182
 FE2182  VERT ORDER  -  FIRST     CLASS II
 FE2182
 FE2182.The horizontal coordinates were scaled from a topographic map and have
 FE2182.an estimated accuracy of +/- 6 seconds.
 FE2182
 FE2182.The orthometric height was determined by differential leveling
 FE2182.and adjusted by the National Geodetic Survey in June 1991..
 FE2182
 FE2182.The geoid height was determined by GEOID03.
 FE2182
 FE2182.The dynamic height is computed by dividing the NAVD 88
 FE2182.geopotential number by the normal gravity value computed on the
 FE2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2182.degrees latitude (g = 980.6199 gals.).
 FE2182
 FE2182.The modeled gravity was interpolated from observed gravity values.
 FE2182
 FE2182;                    North         East    Units  Estimated Accuracy
 FE2182;SPC TN       -    85,330.      266,040.      MT  (+/- 180 meters Scaled)
 FE2182
 FE2182                          SUPERSEDED SURVEY CONTROL
 FE2182
 FE2182.No superseded survey control is available for this station.
 FE2182
 FE2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD572813(NAD 83)
 FE2182_MARKER: DZ = AZIMUTH MARK DISK
 FE2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2182_SP_SET: CONCRETE POST
 FE2182_STAMPING: COLLIER 1957
 FE2182_MARK LOGO: CGS   
 FE2182_PROJECTION: FLUSH
 FE2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2182+STABILITY: SURFACE MOTION
 FE2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2182+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2182
 FE2182  HISTORY     - Date     Condition        Report By
 FE2182  HISTORY     - 1957     MONUMENTED       CGS
 FE2182  HISTORY     - 1983     GOOD             NGS
 FE2182  HISTORY     - 20021001 GOOD             USACE
 FE2182
 FE2182                          STATION DESCRIPTION
 FE2182
 FE2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2182'IN COLLIERVILLE.
 FE2182'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2182'AND STATE HIGHWAY 57, ABOUT 0.16 KM (0.1 MI) EAST OF TRIANGULATION
 FE2182'STATION COLLIER, ON THE PROPERTY OF MR. E. L. ASHFORD, ALSO 0.4 KM
 FE2182'(0.25 MI) EAST ALONG U.S. HIGHWAY 72 AND STATE ROUTE 57 FROM THE
 FE2182'NORTHEAST CORNER OF COLLIERVILLE HIGH SCHOOL IN COLLIERVILLE, THENCE
 FE2182'0.2 KM (0.1 MI) NORTH ALONG NORTH MAIN STREET TO THE MARK ON THE
 FE2182'RIGHT, 42.7 METERS (140.0 FT) EAST OF THE APPROXIMATE CENTER OF NORTH
 FE2182'MAIN STREET, 19.2 METERS (63.0 FT) NORTH OF THE NORTHWEST CORNER OF A
 FE2182'GARAGE, AND 1.5 METERS (5.0 FT) SOUTH OF A HEDGE LINE.
 FE2182
 FE2182                          STATION RECOVERY (2002)
 FE2182
 FE2182'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1432 ***********************************************************************
 FC1432  DESIGNATION -  COLLIER AZ MK
 FC1432  PID         -  FC1432
 FC1432  STATE/COUNTY-  TN/COFFEE
 FC1432  USGS QUAD   -  HILLSBORO (1983)
 FC1432
 FC1432                         *CURRENT SURVEY CONTROL
 FC1432  ___________________________________________________________________
 FC1432* NAD 83(1986)-  35 22 50.     (N)    085 59 01.     (W)     SCALED    
 FC1432* NAVD 88     -       305.719  (meters)    1003.01   (feet)  ADJUSTED  
 FC1432  ___________________________________________________________________
 FC1432  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1432  DYNAMIC HT  -         305.425 (meters)    1002.05  (feet)  COMP
 FC1432  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1432
 FC1432  VERT ORDER  -  SECOND    CLASS 0
 FC1432
 FC1432.The horizontal coordinates were scaled from a topographic map and have
 FC1432.an estimated accuracy of +/- 6 seconds.
 FC1432
 FC1432.The orthometric height was determined by differential leveling
 FC1432.and adjusted by the National Geodetic Survey in June 1991..
 FC1432
 FC1432.The geoid height was determined by GEOID03.
 FC1432
 FC1432.The dynamic height is computed by dividing the NAVD 88
 FC1432.geopotential number by the normal gravity value computed on the
 FC1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1432.degrees latitude (g = 980.6199 gals.).
 FC1432
 FC1432.The modeled gravity was interpolated from observed gravity values.
 FC1432
 FC1432;                    North         East    Units  Estimated Accuracy
 FC1432;SPC TN       -   116,190.      601,490.      MT  (+/- 180 meters Scaled)
 FC1432
 FC1432                          SUPERSEDED SURVEY CONTROL
 FC1432
 FC1432  NGVD 29 (??/??/92)  305.714  (m)         1003.00   (f) ADJ UNCH    2 0
 FC1432
 FC1432.Superseded values are not recommended for survey control.
 FC1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1432.See file dsdata.txt to determine how the superseded data were derived.
 FC1432
 FC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE923157(NAD 83)
 FC1432_MARKER: DZ = AZIMUTH MARK DISK
 FC1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1432_STAMPING: COLLIER 1962
 FC1432_MARK LOGO: CGS   
 FC1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1432+STABILITY: SURFACE MOTION
 FC1432
 FC1432  HISTORY     - Date     Condition        Report By
 FC1432  HISTORY     - 1962     MONUMENTED       CGS
 FC1432
 FC1432                          STATION DESCRIPTION
 FC1432
 FC1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1432'2.2 MI SW FROM HILLSBORO.
 FC1432'TO REACH THE MARK FROM THE POST OFFICE IN HILLSBORO, GO
 FC1432'SOUTHWEST ON BLACKTOP ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK,
 FC1432'TAKE RIGHT FORK STRAIGHT AHEAD FOR 1.45 MILES TO A SIDE ROAD
 FC1432'RIGHT, CONTINUE ON BLACKTOP ROAD FOR 0.3 MILE TO THE MARK ON
 FC1432'THE RIGHT, 33 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP
 FC1432'ROAD, AND 3.4 FEET EAST OF A METAL WITNESS POST.  A STANDARD
 FC1432'AZIMUTH MARK DISK SET IN A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2185 ***********************************************************************
 FE2185  DESIGNATION -  COLLIER RM 1
 FE2185  PID         -  FE2185
 FE2185  STATE/COUNTY-  TN/SHELBY
 FE2185  USGS QUAD   -  COLLIERVILLE (1965)
 FE2185
 FE2185                         *CURRENT SURVEY CONTROL
 FE2185  ___________________________________________________________________
 FE2185* NAD 83(1986)-  35 02 46.     (N)    089 39 48.     (W)     SCALED    
 FE2185* NAVD 88     -       122.641  (meters)     402.36   (feet)  ADJUSTED  
 FE2185  ___________________________________________________________________
 FE2185  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2185  DYNAMIC HT  -         122.527 (meters)     401.99  (feet)  COMP
 FE2185  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FE2185
 FE2185  VERT ORDER  -  FIRST     CLASS II
 FE2185
 FE2185.The horizontal coordinates were scaled from a topographic map and have
 FE2185.an estimated accuracy of +/- 6 seconds.
 FE2185
 FE2185.The orthometric height was determined by differential leveling
 FE2185.and adjusted by the National Geodetic Survey in June 1991..
 FE2185
 FE2185.The geoid height was determined by GEOID03.
 FE2185
 FE2185.The dynamic height is computed by dividing the NAVD 88
 FE2185.geopotential number by the normal gravity value computed on the
 FE2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2185.degrees latitude (g = 980.6199 gals.).
 FE2185
 FE2185.The modeled gravity was interpolated from observed gravity values.
 FE2185
 FE2185;                    North         East    Units  Estimated Accuracy
 FE2185;SPC TN       -    85,340.      265,830.      MT  (+/- 180 meters Scaled)
 FE2185
 FE2185                          SUPERSEDED SURVEY CONTROL
 FE2185
 FE2185.No superseded survey control is available for this station.
 FE2185
 FE2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD570814(NAD 83)
 FE2185_MARKER: DR = REFERENCE MARK DISK
 FE2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2185_SP_SET: CONCRETE POST
 FE2185_STAMPING: COLLIER NO 1 1957
 FE2185_MARK LOGO: CGS   
 FE2185_PROJECTION: PROJECTING 15 CENTIMETERS
 FE2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2185+STABILITY: SURFACE MOTION
 FE2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2185+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2185
 FE2185  HISTORY     - Date     Condition        Report By
 FE2185  HISTORY     - 1957     MONUMENTED       CGS
 FE2185  HISTORY     - 1983     GOOD             NGS
 FE2185  HISTORY     - 19880523 GOOD             MSHD
 FE2185  HISTORY     - 20021001 GOOD             USACE
 FE2185
 FE2185                          STATION DESCRIPTION
 FE2185
 FE2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2185'IN COLLIERVILLE.
 FE2185'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2185'AND STATE ROUTE 57, ON PROPERTY OF MRS. RICHARD KELSEY, LOCATED INSIDE
 FE2185'A SMALL PONY CORRAL JUST NORTH OF RESIDENCE, 17.4 METERS (57.0 FT)
 FE2185'NORTH OF AN EAST-WEST WOODEN FENCE, 0.31 METER (1.0 FT) WEST OF A
 FE2185'NORTH-SOUTH WOODEN FENCE, AND 31.5 METERS (103.4 FT) EAST OF STATION
 FE2185'COLLIER.  NOTE, MONUMENT APPEARS SOMEWHAT UNDERMINED BUT STABLE.
 FE2185
 FE2185                          STATION RECOVERY (1988)
 FE2185
 FE2185'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 FE2185'RECOVERED IN GOOD CONDITION.
 FE2185
 FE2185                          STATION RECOVERY (2002)
 FE2185
 FE2185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1435 ***********************************************************************
 FC1435  DESIGNATION -  COLLIER RM 1
 FC1435  PID         -  FC1435
 FC1435  STATE/COUNTY-  TN/COFFEE
 FC1435  USGS QUAD   -  HILLSBORO (1983)
 FC1435
 FC1435                         *CURRENT SURVEY CONTROL
 FC1435  ___________________________________________________________________
 FC1435* NAD 83(1986)-  35 23 05.     (N)    085 59 03.     (W)     SCALED    
 FC1435* NAVD 88     -       316.295  (meters)    1037.71   (feet)  ADJUSTED  
 FC1435  ___________________________________________________________________
 FC1435  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1435  DYNAMIC HT  -         315.991 (meters)    1036.71  (feet)  COMP
 FC1435  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1435
 FC1435  VERT ORDER  -  SECOND    CLASS 0
 FC1435
 FC1435.The horizontal coordinates were scaled from a topographic map and have
 FC1435.an estimated accuracy of +/- 6 seconds.
 FC1435
 FC1435.The orthometric height was determined by differential leveling
 FC1435.and adjusted by the National Geodetic Survey in June 1991..
 FC1435
 FC1435.The geoid height was determined by GEOID03.
 FC1435
 FC1435.The dynamic height is computed by dividing the NAVD 88
 FC1435.geopotential number by the normal gravity value computed on the
 FC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1435.degrees latitude (g = 980.6199 gals.).
 FC1435
 FC1435.The modeled gravity was interpolated from observed gravity values.
 FC1435
 FC1435;                    North         East    Units  Estimated Accuracy
 FC1435;SPC TN       -   116,650.      601,440.      MT  (+/- 180 meters Scaled)
 FC1435
 FC1435                          SUPERSEDED SURVEY CONTROL
 FC1435
 FC1435  NGVD 29 (??/??/92)  316.290  (m)         1037.69   (f) ADJ UNCH    2 0
 FC1435
 FC1435.Superseded values are not recommended for survey control.
 FC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1435.See file dsdata.txt to determine how the superseded data were derived.
 FC1435
 FC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE922161(NAD 83)
 FC1435_MARKER: DR = REFERENCE MARK DISK
 FC1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1435_STAMPING: COLLIER NO 1 1962
 FC1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1435+STABILITY: SURFACE MOTION
 FC1435
 FC1435  HISTORY     - Date     Condition        Report By
 FC1435  HISTORY     - 1962     MONUMENTED       CGS
 FC1435
 FC1435                          STATION DESCRIPTION
 FC1435
 FC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1435'2 MI SW FROM HILLSBORO.
 FC1435'AT THE COLLIER STATION SITE, 57.0 FEET NORTHEAST OF THE STATION
 FC1435'MARK, 33 FEET WEST OF THE NORTHWEST CORNER OF A LOG BUILDING.
 FC1435'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FC1435'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2184 ***********************************************************************
 FE2184  DESIGNATION -  COLLIER RM 2
 FE2184  PID         -  FE2184
 FE2184  STATE/COUNTY-  TN/SHELBY
 FE2184  USGS QUAD   -  COLLIERVILLE (1965)
 FE2184
 FE2184                         *CURRENT SURVEY CONTROL
 FE2184  ___________________________________________________________________
 FE2184* NAD 83(1986)-  35 02 46.     (N)    089 39 48.     (W)     SCALED    
 FE2184* NAVD 88     -       123.765  (meters)     406.05   (feet)  ADJUSTED  
 FE2184  ___________________________________________________________________
 FE2184  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2184  DYNAMIC HT  -         123.649 (meters)     405.67  (feet)  COMP
 FE2184  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FE2184
 FE2184  VERT ORDER  -  FIRST     CLASS II
 FE2184
 FE2184.The horizontal coordinates were scaled from a topographic map and have
 FE2184.an estimated accuracy of +/- 6 seconds.
 FE2184
 FE2184.The orthometric height was determined by differential leveling
 FE2184.and adjusted by the National Geodetic Survey in June 1991..
 FE2184
 FE2184.The geoid height was determined by GEOID03.
 FE2184
 FE2184.The dynamic height is computed by dividing the NAVD 88
 FE2184.geopotential number by the normal gravity value computed on the
 FE2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2184.degrees latitude (g = 980.6199 gals.).
 FE2184
 FE2184.The modeled gravity was interpolated from observed gravity values.
 FE2184
 FE2184;                    North         East    Units  Estimated Accuracy
 FE2184;SPC TN       -    85,340.      265,830.      MT  (+/- 180 meters Scaled)
 FE2184
 FE2184                          SUPERSEDED SURVEY CONTROL
 FE2184
 FE2184.No superseded survey control is available for this station.
 FE2184
 FE2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD570814(NAD 83)
 FE2184_MARKER: DR = REFERENCE MARK DISK
 FE2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2184_SP_SET: CONCRETE POST
 FE2184_STAMPING: COLLIER NO 2 1957
 FE2184_MARK LOGO: CGS   
 FE2184_PROJECTION: FLUSH
 FE2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2184+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2184
 FE2184  HISTORY     - Date     Condition        Report By
 FE2184  HISTORY     - 1957     MONUMENTED       CGS
 FE2184  HISTORY     - 1983     GOOD             NGS
 FE2184  HISTORY     - 19880523 GOOD             MSHD
 FE2184  HISTORY     - 20021001 GOOD             USACE
 FE2184
 FE2184                          STATION DESCRIPTION
 FE2184
 FE2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2184'IN COLLIERVILLE.
 FE2184'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2184'AND STATE ROUTE 57, ON PROPERTY OF MRS. RICHARD KELSEY, ABOUT
 FE2184'41 METERS (135 FEET) NORTH OF CENTERLINE OF HIGHWAYS, 16.8 METERS
 FE2184'(55.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF MRS. KELSEYS GARAGE,
 FE2184'0.31 METERS (1.0 FT) EAST OF A HEDGE ROW, AND 32.1 METERS (105.4 FT)
 FE2184'SOUTH OF TRIANGULATION STATION COLLIER.
 FE2184
 FE2184                          STATION RECOVERY (1988)
 FE2184
 FE2184'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 FE2184'RECOVERED IN GOOD CONDITION.
 FE2184
 FE2184                          STATION RECOVERY (2002)
 FE2184
 FE2184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1433 ***********************************************************************
 FC1433  DESIGNATION -  COLLIER RM 2
 FC1433  PID         -  FC1433
 FC1433  STATE/COUNTY-  TN/COFFEE
 FC1433  USGS QUAD   -  HILLSBORO (1983)
 FC1433
 FC1433                         *CURRENT SURVEY CONTROL
 FC1433  ___________________________________________________________________
 FC1433* NAD 83(1986)-  35 23 05.     (N)    085 59 03.     (W)     SCALED    
 FC1433* NAVD 88     -       316.175  (meters)    1037.32   (feet)  ADJUSTED  
 FC1433  ___________________________________________________________________
 FC1433  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1433  DYNAMIC HT  -         315.871 (meters)    1036.32  (feet)  COMP
 FC1433  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1433
 FC1433  VERT ORDER  -  SECOND    CLASS 0
 FC1433
 FC1433.The horizontal coordinates were scaled from a topographic map and have
 FC1433.an estimated accuracy of +/- 6 seconds.
 FC1433
 FC1433.The orthometric height was determined by differential leveling
 FC1433.and adjusted by the National Geodetic Survey in June 1991..
 FC1433
 FC1433.The geoid height was determined by GEOID03.
 FC1433
 FC1433.The dynamic height is computed by dividing the NAVD 88
 FC1433.geopotential number by the normal gravity value computed on the
 FC1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1433.degrees latitude (g = 980.6199 gals.).
 FC1433
 FC1433.The modeled gravity was interpolated from observed gravity values.
 FC1433
 FC1433;                    North         East    Units  Estimated Accuracy
 FC1433;SPC TN       -   116,650.      601,440.      MT  (+/- 180 meters Scaled)
 FC1433
 FC1433                          SUPERSEDED SURVEY CONTROL
 FC1433
 FC1433  NGVD 29 (??/??/92)  316.170  (m)         1037.30   (f) ADJ UNCH    2 0
 FC1433
 FC1433.Superseded values are not recommended for survey control.
 FC1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1433.See file dsdata.txt to determine how the superseded data were derived.
 FC1433
 FC1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE922161(NAD 83)
 FC1433_MARKER: DR = REFERENCE MARK DISK
 FC1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1433_STAMPING: COLLIER NO 2 1962
 FC1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1433+STABILITY: SURFACE MOTION
 FC1433
 FC1433  HISTORY     - Date     Condition        Report By
 FC1433  HISTORY     - 1962     MONUMENTED       CGS
 FC1433
 FC1433                          STATION DESCRIPTION
 FC1433
 FC1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1433'2 MI SW FROM HILLSBORO.
 FC1433'AT THE COLLIER STATION SITE, 121.4 FEET EAST OF THE STATION
 FC1433'MARK, 21 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 4 FEET
 FC1433'WEST OF A POWER LINE POLE.  A STANDARD REFERENCE MARK DISK
 FC1433'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2543 ***********************************************************************
 FE2543  DESIGNATION -  COLLIERVILLE TANK
 FE2543  PID         -  FE2543
 FE2543  STATE/COUNTY-  TN/SHELBY
 FE2543  USGS QUAD   -  COLLIERVILLE (1965)
 FE2543
 FE2543                         *CURRENT SURVEY CONTROL
 FE2543  ___________________________________________________________________
 FE2543* NAD 83(1995)-  35 02 36.31828(N)    089 39 50.41987(W)     ADJUSTED  
 FE2543* NAVD 88     -                                                        
 FE2543  ___________________________________________________________________
 FE2543  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FE2543  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2543
 FE2543  HORZ ORDER  -  THIRD
 FE2543
 FE2543.The horizontal coordinates were established by classical geodetic methods
 FE2543.and adjusted by the National Geodetic Survey in April 1999..
 FE2543
 FE2543
 FE2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2543
 FE2543.The geoid height was determined by GEOID03.
 FE2543
 FE2543;                    North         East     Units Scale Factor Converg.
 FE2543;SPC TN       -    85,043.021   265,760.192   MT  1.00004288   -2 08 42.2
 FE2543;SPC TN       -   279,011.98    871,914.90   sFT  1.00004288   -2 08 42.2
 FE2543;UTM  16      - 3,881,103.490   257,003.511   MT  1.00032779   -1 31 49.5
 FE2543
 FE2543                          SUPERSEDED SURVEY CONTROL
 FE2543
 FE2543  NAD 83(1995)-  35 02 36.31921(N)    089 39 50.41994(W) AD(       ) 4
 FE2543  NAD 83(1995)-  35 02 36.32180(N)    089 39 50.41914(W) AD(       ) 4
 FE2543  NAD 83(1986)-  35 02 36.32892(N)    089 39 50.42026(W) AD(       ) 4
 FE2543  NAD 27      -  35 02 36.00700(N)    089 39 50.12500(W) AD(       ) 3
 FE2543
 FE2543.Superseded values are not recommended for survey control.
 FE2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2543.See file dsdata.txt to determine how the superseded data were derived.
 FE2543
 FE2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5700481103(NAD 83)
 FE2543_MARKER: 51 = TANK
 FE2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2543+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 FE2543
 FE2543  HISTORY     - Date     Condition        Report By
 FE2543  HISTORY     - 1914     FIRST OBSERVED   CGS
 FE2543  HISTORY     - 20010320 GOOD             INDIV
 FE2543  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE2543
 FE2543                          STATION DESCRIPTION
 FE2543
 FE2543'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2001 (LPS)
 FE2543'RECOVERED IN GOOD CONDITION.
 FE2543
 FE2543                          STATION RECOVERY (2006)
 FE2543
 FE2543'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2543'THE TANK CURRENTLY IN COLLIERVILLE IS TOO NEW TO BE THE TANK ORIGNALLY
 FE2543'DESCRIBED, AND IS NOT AT THE CORRECT COORDINATES.  ORIGNAL TANK MUST
 FE2543'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1587 ***********************************************************************
 FD1587  DESIGNATION -  COLLINGWOOD CONCRETE STACK
 FD1587  PID         -  FD1587
 FD1587  STATE/COUNTY-  TN/WAYNE
 FD1587  USGS QUAD   -  COLLINWOOD (1975)
 FD1587
 FD1587                         *CURRENT SURVEY CONTROL
 FD1587  ___________________________________________________________________
 FD1587* NAD 83(1995)-  35 10 20.43478(N)    087 43 58.47143(W)     ADJUSTED  
 FD1587* NAVD 88     -                                                        
 FD1587  ___________________________________________________________________
 FD1587  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 FD1587  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1587
 FD1587  HORZ ORDER  -  THIRD
 FD1587
 FD1587.The horizontal coordinates were established by classical geodetic methods
 FD1587.and adjusted by the National Geodetic Survey in April 1999..
 FD1587
 FD1587
 FD1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1587
 FD1587.The geoid height was determined by GEOID03.
 FD1587
 FD1587;                    North         East     Units Scale Factor Converg.
 FD1587;SPC TN       -    94,486.450   442,144.280   MT  1.00001461   -1 00 52.2
 FD1587;SPC TN       -   309,994.29  1,450,601.69   sFT  1.00001461   -1 00 52.2
 FD1587;UTM  16      - 3,892,401.411   433,260.777   MT  0.99965489   -0 25 19.9
 FD1587
 FD1587                          SUPERSEDED SURVEY CONTROL
 FD1587
 FD1587  NAD 83(1995)-  35 10 20.43895(N)    087 43 58.47182(W) AD(       ) 4
 FD1587  NAD 83(1995)-  35 10 20.43897(N)    087 43 58.47193(W) AD(       ) 4
 FD1587  NAD 83(1995)-  35 10 20.44091(N)    087 43 58.47238(W) AD(       ) 4
 FD1587  NAD 83(1986)-  35 10 20.44451(N)    087 43 58.46973(W) AD(       ) 4
 FD1587  NAD 27      -  35 10 20.14700(N)    087 43 58.38000(W) AD(       ) 3
 FD1587
 FD1587.Superseded values are not recommended for survey control.
 FD1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1587.See file dsdata.txt to determine how the superseded data were derived.
 FD1587
 FD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3326192401(NAD 83)
 FD1587_MARKER: 63 = STACK
 FD1587
 FD1587  HISTORY     - Date     Condition        Report By
 FD1587  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1587
 FD1587                          STATION DESCRIPTION
 FD1587
 FD1587'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0737 ***********************************************************************
 GC0737  DESIGNATION -  COLLINS 2
 GC0737  PID         -  GC0737
 GC0737  STATE/COUNTY-  TN/DAVIDSON
 GC0737  USGS QUAD   -  ANTIOCH (1983)
 GC0737
 GC0737                         *CURRENT SURVEY CONTROL
 GC0737  ___________________________________________________________________
 GC0737* NAD 83(1995)-  36 02 46.23471(N)    086 39 31.45079(W)     ADJUSTED  
 GC0737* NAVD 88     -       160.70   (+/-2cm)     527.2    (feet)  VERTCON   
 GC0737  ___________________________________________________________________
 GC0737  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GC0737  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0737
 GC0737  HORZ ORDER  -  SECOND
 GC0737  VERT ORDER  -  THIRD (See Below)
 GC0737
 GC0737.The horizontal coordinates were established by classical geodetic methods
 GC0737.and adjusted by the National Geodetic Survey in April 1999..
 GC0737
 GC0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0737.The vertical order pertains to the NGVD 29 superseded value.
 GC0737
 GC0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0737
 GC0737.The geoid height was determined by GEOID03.
 GC0737
 GC0737;                    North         East     Units Scale Factor Converg.
 GC0737;SPC TN       -   190,238.664   540,643.653   MT  0.99995523   -0 23 08.3
 GC0737;SPC TN       -   624,141.35  1,773,761.72   sFT  0.99995523   -0 23 08.3
 GC0737;UTM  16      - 3,989,123.969   530,739.399   MT  0.99961164   +0 12 02.9
 GC0737
 GC0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0737!SPC TN       -   0.99997934  x   0.99995523  =   0.99993457
 GC0737!UTM  16      -   0.99997934  x   0.99961164  =   0.99959099
 GC0737
 GC0737:                Primary Azimuth Mark                     Grid Az
 GC0737:SPC TN       -  MOUNT                                    130 30 00.5
 GC0737:UTM  16      -  MOUNT                                    129 54 49.3
 GC0737
 GC0737|---------------------------------------------------------------------|
 GC0737| PID    Reference Object                     Distance      Geod. Az  |
 GC0737|                                                           dddmmss.s |
 GC0737| GC0740 MOUNT                               APPROX. 1.6 KM 1300652.2 |
 GC0737| GC0735 COLLINS RM 2                         25.171 METERS 15611     |
 GC0737| GC0738 COLLINS 2 RM 3                       13.150 METERS 28556     |
 GC0737| GC0736 COLLINS                              14.640 METERS 33601     |
 GC0737|---------------------------------------------------------------------|
 GC0737
 GC0737                          SUPERSEDED SURVEY CONTROL
 GC0737
 GC0737  NAD 83(1995)-  36 02 46.23805(N)    086 39 31.45317(W) AD(       ) 2
 GC0737  NAD 83(1995)-  36 02 46.23931(N)    086 39 31.45245(W) AD(       ) 2
 GC0737  NAD 83(1986)-  36 02 46.24509(N)    086 39 31.45352(W) AD(       ) 2
 GC0737  NAD 27      -  36 02 46.03205(N)    086 39 31.46252(W) AD(       ) 2
 GC0737  NGVD 29 (??/??/??)  160.72   (m)          527.3    (f) RESET       3  
 GC0737
 GC0737.Superseded values are not recommended for survey control.
 GC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0737.See file dsdata.txt to determine how the superseded data were derived.
 GC0737
 GC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3073989124(NAD 83)
 GC0737_MARKER: DE = TRAVERSE STATION DISK
 GC0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0737_STAMPING: COLLINS 2 1971
 GC0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0737+STABILITY: SURFACE MOTION
 GC0737
 GC0737  HISTORY     - Date     Condition        Report By
 GC0737  HISTORY     - 1971     MONUMENTED       NGS
 GC0737  HISTORY     - 1971     GOOD             NGS
 GC0737
 GC0737                          STATION DESCRIPTION
 GC0737
 GC0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC0737'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE ANTIOCH
 GC0737'CONSOLIDATED SCHOOL, ALONG THE NORTH RIGHT-OF-WAY OF INTERSTATE
 GC0737'ROUTE 24, AND IN THE NORTHWEST ANGLE OF THE INTERSTATE ROUTE 24 AND
 GC0737'BELL ROAD INTERCHANGE.
 GC0737'
 GC0737'NO TO-REACH SEEMED NECESSARY.
 GC0737'
 GC0737'THE STATION IS ABOUT 185 FEET SOUTH OF THE SOUTH RAIL OF THE
 GC0737'LOUISVILLE AND NASHVILLE RAILROAD, 213 FEET WEST OF THE APPROXIMATE
 GC0737'CENTER OF BELL ROAD, 103 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 GC0737'MARKER IN JOG OF RIGHT-OF-WAY FENCE, 82 FEET NORTH OF THE
 GC0737'APPROXIMATE CENTER OF THE ON RAMP FOR THE INTERSTATE WEST
 GC0737'BOUND LANES, 1.1 FEET SOUTH OF THE RIGHT OF WAY FENCE, AND 1.0
 GC0737'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0737'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH,
 GC0737'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GC0737'STAMPED COLLINS 2 1971.  THE UNDERGROUND STATION MARK IS SET ABOUT
 GC0737'36 INCHES BELOW THE SURFACE.
 GC0737'
 GC0737'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 135 FEET
 GC0737'WEST OF THE APPROXIMATE CENTER OF BELL ROAD, 82 FEET SOUTH-SOUTHWEST
 GC0737'OF THE CONCRETE RIGHT-OF-WAY MARKER IN JOG IN RIGHT-OF-WAY FENCE,
 GC0737'20 FEET NORTH OF THE APPROXIMATE CENTER OF THE ON RAMP FOR THE
 GC0737'INTERSTATE WEST BOUND LANES, AND 0.7 OF A FOOT EAST OF THE WEST
 GC0737'END OF A CONCRETE HEADWALL.  IT IS A STANDARD DISK CEMENTED IN A
 GC0737'DRILL HOLE IN THE TOP OF THE WEST END OF A CONCRETE HEADWALL
 GC0737'FOR A CONCRETE CULVERT UNDER THE INTERSTATE AND THE DISK IS
 GC0737'STAMPED COLLINS NO 2 1960.
 GC0737'
 GC0737'REFERENCE MARK NO. 3 IS 146 FEET WEST OF THE CONCRETE RIGHT-OF-WAY
 GC0737'MARKER IN JOG OF RIGHT-OF-WAY FENCE, 83 FEET NORTH OF THE
 GC0737'APPROXIMATE CENTER OF THE ON RAMP FOR THE INTERSTATE WEST BOUND
 GC0737'LANES, 1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT SOUTH
 GC0737'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GC0737'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 GC0737'DISK IS STAMPED COLLINS 2 NO 3 1971.
 GC0737'
 GC0737'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GC0737'REFERENCE MARK NO. 3 IS 115.04 FEET - (35.064) METERS.
 GC0737'
 GC0737'TRAVERSE STATION MOUNT 1960 1971 SERVES AS THE AZIMUTH MARK FOR
 GC0737'THIS STATION.  SEE DESCRIPTION THEREOF.
 GC0737'
 GC0737'ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GC0737'
 GC0737'NOTE--COLLINS 1960 HAS BEEN COMPLETELY DESTROYED AND THE DISK
 GC0737'REMOVED.
 GC0737
 GC0737                          STATION RECOVERY (1971)
 GC0737
 GC0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC0737'1 MI SE FROM ANTIOCH.
 GC0737'THE MARK IS LOCATED AT THE COLLINS 2 1971 TRAVERSE STATION SITE,
 GC0737'ABOUT 1.0 MILE EAST OF THE ANTIOCH CONSOLIDATED SCHOOL, ALONG THE
 GC0737'NORTH RIGHT-OF-WAY OF INTERSTATE ROUTE 24, AND IN THE NORTHEAST
 GC0737'ANGLE OF THE INTERSTATE ROUTE 24 AND BELL ROAD INTERCHANGE.  IT
 GC0737'IS 213 FEET WEST OF THE APPROXIMATE CENTER OF BELL ROAD, ABOUT
 GC0737'185 FEET SOUTH OF THE SOUTH RAIL OF THE LOUISVILLE AND NASHVILLE
 GC0737'RAILROAD, 103 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER IN JOG
 GC0737'OF RIGHT-OF-WAY FENCE, 82.58 FEET NORTH-NORTHWEST OF COLLINS R.M.
 GC0737'2 1960, 82 FEET NORTH OF THE APPROXIMATE CENTER OF THE ON RAMP FOR
 GC0737'THE INTERSTATE WEST BOUND LANES, 43.14 FEET EAST OF COLLINS 2 R.M.
 GC0737'3 1971, 1.1 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT
 GC0737'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE
 GC0737'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GC0737'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED COLLINS 2
 GC0737'1971.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 GC0737'COLLINS R.M. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0738 ***********************************************************************
 GC0738  DESIGNATION -  COLLINS 2 RM 3
 GC0738  PID         -  GC0738
 GC0738  STATE/COUNTY-  TN/DAVIDSON
 GC0738  USGS QUAD   -  ANTIOCH (1983)
 GC0738
 GC0738                         *CURRENT SURVEY CONTROL
 GC0738  ___________________________________________________________________
 GC0738* NAD 83(1986)-  36 02 46.     (N)    086 39 31.     (W)     SCALED    
 GC0738* NAVD 88     -       160.64   (+/-2cm)     527.0    (feet)  VERTCON   
 GC0738  ___________________________________________________________________
 GC0738  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0738
 GC0738  VERT ORDER  -  THIRD (See Below)
 GC0738
 GC0738.The horizontal coordinates were scaled from a topographic map and have
 GC0738.an estimated accuracy of +/- 6 seconds.
 GC0738
 GC0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0738.The vertical order pertains to the NGVD 29 superseded value.
 GC0738
 GC0738.The geoid height was determined by GEOID03.
 GC0738
 GC0738;                    North         East    Units  Estimated Accuracy
 GC0738;SPC TN       -   190,230.      540,660.      MT  (+/- 180 meters Scaled)
 GC0738
 GC0738                          SUPERSEDED SURVEY CONTROL
 GC0738
 GC0738  NGVD 29 (??/??/??)  160.66   (m)          527.1    (f) RESET       3  
 GC0738
 GC0738.Superseded values are not recommended for survey control.
 GC0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0738.See file dsdata.txt to determine how the superseded data were derived.
 GC0738
 GC0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE307891(NAD 83)
 GC0738_MARKER: DR = REFERENCE MARK DISK
 GC0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0738_STAMPING: COLLINS 2 NO 3 1971
 GC0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0738+STABILITY: SURFACE MOTION
 GC0738
 GC0738  HISTORY     - Date     Condition        Report By
 GC0738  HISTORY     - 1971     MONUMENTED       NGS
 GC0738
 GC0738                          STATION DESCRIPTION
 GC0738
 GC0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0738'1 MI SE FROM ANTIOCH.
 GC0738'THIS MARK IS LOCATED AT THE COLLINS 2 1971 TRAVERSE STATION SITE.
 GC0738'IT IS 146 FEET WEST OF THE CONCRETE RIGHT-OF-WAY MARKER IN JOG OF
 GC0738'RIGHT-OF-WAY FENCE, 115.04 FEET NORTHWEST OF COLLINS R.M. 2 1960,
 GC0738'83 FEET NORTH OF THE APPROXIMATE CENTER OF THE ON RAMP FOR THE
 GC0738'INTERSTATE WEST BOUND LANES, 43.14 FEET WEST OF COLLINS 2 1971,
 GC0738'1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT SOUTH OF A
 GC0738'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GC0738'SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 GC0738'AND THE DISK IS STAMPED COLLINS 2 NO 3 1971.  AN ELEVATION WAS
 GC0738'TRANSFERRED TO THIS MARK FROM BENCH MARK COLLINS 2 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0735 ***********************************************************************
 GC0735  DESIGNATION -  COLLINS RM 2
 GC0735  PID         -  GC0735
 GC0735  STATE/COUNTY-  TN/DAVIDSON
 GC0735  USGS QUAD   -  ANTIOCH (1983)
 GC0735
 GC0735                         *CURRENT SURVEY CONTROL
 GC0735  ___________________________________________________________________
 GC0735* NAD 83(1986)-  36 02 46.     (N)    086 39 31.     (W)     SCALED    
 GC0735* NAVD 88     -       159.333  (meters)     522.75   (feet)  ADJUSTED  
 GC0735  ___________________________________________________________________
 GC0735  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0735  DYNAMIC HT  -         159.195 (meters)     522.29  (feet)  COMP
 GC0735  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0735
 GC0735  VERT ORDER  -  SECOND    CLASS 0
 GC0735
 GC0735.The horizontal coordinates were scaled from a topographic map and have
 GC0735.an estimated accuracy of +/- 6 seconds.
 GC0735
 GC0735.The orthometric height was determined by differential leveling
 GC0735.and adjusted by the National Geodetic Survey in June 1991..
 GC0735
 GC0735.The geoid height was determined by GEOID03.
 GC0735
 GC0735.The dynamic height is computed by dividing the NAVD 88
 GC0735.geopotential number by the normal gravity value computed on the
 GC0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0735.degrees latitude (g = 980.6199 gals.).
 GC0735
 GC0735.The modeled gravity was interpolated from observed gravity values.
 GC0735
 GC0735;                    North         East    Units  Estimated Accuracy
 GC0735;SPC TN       -   190,230.      540,660.      MT  (+/- 180 meters Scaled)
 GC0735
 GC0735                          SUPERSEDED SURVEY CONTROL
 GC0735
 GC0735  NGVD 29 (??/??/92)  159.355  (m)          522.82   (f) ADJ UNCH    2 0
 GC0735
 GC0735.Superseded values are not recommended for survey control.
 GC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0735.See file dsdata.txt to determine how the superseded data were derived.
 GC0735
 GC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE307891(NAD 83)
 GC0735_MARKER: DR = REFERENCE MARK DISK
 GC0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0735_SP_SET: CULVERT
 GC0735_STAMPING: COLLINS NO 2 1960
 GC0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0735
 GC0735  HISTORY     - Date     Condition        Report By
 GC0735  HISTORY     - 1960     MONUMENTED       CGS
 GC0735  HISTORY     - 1971     GOOD             NGS
 GC0735
 GC0735                          STATION DESCRIPTION
 GC0735
 GC0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0735'1 MI SE FROM ANTIOCH.
 GC0735'THIS MARK WAS RECOVERED AND FOUND IN EXCELLENT CONDITION.  FOLLOWING
 GC0735'IS A NEW AND COMPLETE DESCRIPTION.  THE MARK IS LOCATED IN THE
 GC0735'NORTHWEST ANGLE OF THE INTERSTATE ROUTE 24 AND BELL ROAD INTERCHANGE
 GC0735'ABOUT 1.0 MILE EAST OF THE ANTIOCH CONSOLIDATED SCHOOL, AND AT
 GC0735'THE COLLINS 2 1971 TRAVERSE STATION SITE.  IT IS 135 FEET WEST OF
 GC0735'THE APPROXIMATE CENTER OF BELL ROAD, 115.04 FEET SOUTHEAST OF
 GC0735'COLLINS 2 R.M. 3 1971, 82.58 FEET SOUTH-SOUTHEAST OF COLLINS 2 1971,
 GC0735'82 FEET SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER POST IN THE CORNER
 GC0735'OF A JOG IN THE RIGHT-OF-WAY FENCE, 20 FEET NORTH OF THE APPROXIMATE
 GC0735'CENTER OF THE ON RAMP FOR THE WEST BOUND LANES OF INTERSTATE ROUTE
 GC0735'24, AND 0.7 OF A FOOT EAST OF THE WEST END OF A CONCRETE HEADWALL.
 GC0735'A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 GC0735'TOP OF THE WEST END OF THE CONCRETE HEADWALL FOR A CONCRETE
 GC0735'CULVERT UNDER THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0713 ***********************************************************************
 FD0713  DESIGNATION -  COLUMBIA
 FD0713  PID         -  FD0713
 FD0713  STATE/COUNTY-  TN/MAURY
 FD0713  USGS QUAD   -  COLUMBIA (1989)
 FD0713
 FD0713                         *CURRENT SURVEY CONTROL
 FD0713  ___________________________________________________________________
 FD0713* NAD 83(1995)-  35 37 03.48713(N)    087 02 40.24170(W)     ADJUSTED  
 FD0713* NAVD 88     -       259.929  (meters)     852.78   (feet)  ADJUSTED  
 FD0713  ___________________________________________________________________
 FD0713  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FD0713  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0713  DYNAMIC HT  -         259.701 (meters)     852.04  (feet)  COMP
 FD0713  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0713
 FD0713  HORZ ORDER  -  FIRST
 FD0713  VERT ORDER  -  FIRST     CLASS II
 FD0713
 FD0713.The horizontal coordinates were established by classical geodetic methods
 FD0713.and adjusted by the National Geodetic Survey in April 1999..
 FD0713
 FD0713.The orthometric height was determined by differential leveling
 FD0713.and adjusted by the National Geodetic Survey in June 1991..
 FD0713
 FD0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0713
 FD0713.The geoid height was determined by GEOID03.
 FD0713
 FD0713.The dynamic height is computed by dividing the NAVD 88
 FD0713.geopotential number by the normal gravity value computed on the
 FD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0713.degrees latitude (g = 980.6199 gals.).
 FD0713
 FD0713.The modeled gravity was interpolated from observed gravity values.
 FD0713
 FD0713;                    North         East     Units Scale Factor Converg.
 FD0713;SPC TN       -   142,997.047   505,376.476   MT  0.99995550   -0 36 41.4
 FD0713;SPC TN       -   469,149.48  1,658,055.99   sFT  0.99995550   -0 36 41.4
 FD0713;UTM  16      - 3,941,540.885   495,969.001   MT  0.99960020   -0 01 33.3
 FD0713
 FD0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0713!SPC TN       -   0.99996359  x   0.99995550  =   0.99991909
 FD0713!UTM  16      -   0.99996359  x   0.99960020  =   0.99956380
 FD0713
 FD0713|---------------------------------------------------------------------|
 FD0713| PID    Reference Object                     Distance      Geod. Az  |
 FD0713|                                                           dddmmss.s |
 FD0713| FD0714 COLUMBIA RM 2                        32.583 METERS 06151     |
 FD0713| FD1513 COLUMBIA MAURY CO CTHSE DOME        APPROX. 1.0 KM 1074610.0 |
 FD0713| FD0712 COLUMBIA AZ MK                                     2575116.3 |
 FD0713| CG5129 COLUMBIA RM 3                        16.133 METERS 30222     |
 FD0713| FD1307 COLUMBIA RM 1                        41.118 METERS 31152     |
 FD0713|---------------------------------------------------------------------|
 FD0713
 FD0713                          SUPERSEDED SURVEY CONTROL
 FD0713
 FD0713  NAD 83(1995)-  35 37 03.48986(N)    087 02 40.24377(W) AD(       ) 1
 FD0713  NAD 83(1986)-  35 37 03.49808(N)    087 02 40.24347(W) AD(       ) 1
 FD0713  NAD 27      -  35 37 03.23900(N)    087 02 40.22700(W) AD(       ) 1
 FD0713  NGVD 29 (??/??/92)  259.908  (m)          852.71   (f) ADJ UNCH    1 2
 FD0713
 FD0713.Superseded values are not recommended for survey control.
 FD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0713.See file dsdata.txt to determine how the superseded data were derived.
 FD0713
 FD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9596941541(NAD 83)
 FD0713_MARKER: DD = SURVEY DISK
 FD0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0713_STAMPING: COLUMBIA 1934
 FD0713_MARK LOGO: CGS   
 FD0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0713+STABILITY: SURFACE MOTION
 FD0713
 FD0713  HISTORY     - Date     Condition        Report By
 FD0713  HISTORY     - 1934     MONUMENTED       CGS
 FD0713  HISTORY     - 1949     GOOD             NGS
 FD0713  HISTORY     - 1953     GOOD             CGS
 FD0713  HISTORY     - 1962     GOOD             TNHD
 FD0713  HISTORY     - 1962     GOOD             CGS
 FD0713  HISTORY     - 1980     SEE DESCRIPTION  NGS
 FD0713  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0713
 FD0713                          STATION DESCRIPTION
 FD0713
 FD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD0713'IN SOUTHWEST PART OF COLUMBIA, ON HIGH HILL AT RESERVOIR OF TENNESSEE
 FD0713'POWER AND LIGHT
 FD0713'CO.  TO REACH FROM COURTHOUSE, GO WEST 0.55 MILE ON
 FD0713'WEST SEVENTH STREET (ROUTE 50),
 FD0713'TURN RIGHT (NORTH) ONTO CROCKETT
 FD0713'STREET (STONE) AND GO 0.1 MILE TO TOP OF GRADE,
 FD0713'TURN RIGHT, GO 100
 FD0713'FEET TO SEVERAL SMALL FRAME HOUSES ON LEFT, TURN LEFT PAST HOUSES
 FD0713'AND GO 200 FEET TO
 FD0713'GATE AND WIRE FENCE ON RIGHT, FOLLOW DIM ROAD THROUGH
 FD0713'GATE AND UP HILL ABOUT 100 YARDS
 FD0713'TO RESERVOIR AND STATION SITE.
 FD0713'STATION IS 55.6 FEET WEST OF CENTER OF GATE, 35
 FD0713'FEET NORTH OF SOUTH
 FD0713'SLOPE OF HILL, 22.6 FEET SOUTH OF RESERVOIR WALL, AND 11.7 FEET
 FD0713'NORTH OF HEAVY
 FD0713'WIRE FENCE WHICH ENCIRCLES TOP OF HILL.  SURFACE AND
 FD0713'UNDERGROUND MARKS ARE
 FD0713'STANDARD STATION DISKS IN CONCRETE.
 FD0713'UPPER MARK PROJECTS 13 INCHES
 FD0713'ABOVE GROUND.  REFERENCE AND
 FD0713'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD0713'NO 1,
 FD0713'PROJECTING 10 INCHES ABOVE GROUND, IS 30 FEET EAST OF WEST SLOPE
 FD0713'OF HILL, 24.5 FEET
 FD0713'WEST OF RESERVOIR WALL, 2 FEET EAST OF FENCE, AND
 FD0713'134.90 FEET FROM STATION.
 FD0713'NO 2 PROJECTING
 FD0713'9 INCHES ABOVE GROUND, IS 32 FEET EAST OF RESERVOIR
 FD0713'WALL, 1 FOOT WEST
 FD0713'OF FENCE LINE ON EAST SLOPE OF HILL, AND 106.90 FEET FROM STATION.
 FD0713'AZIMUTH MARK, PROJECTING 12 INCHES ABOVE
 FD0713'GROUND, IS AT NORTH EDGE OF PUBLIC
 FD0713'SCHOOL GROUNDS, ABOUT 150 YARDS
 FD0713'NORTH OF ROUTE 90, 50 YARDS NORTH OF SCHOOLHOUSE, 13
 FD0713'PACES SOUTH OF
 FD0713'LANE, AND ABOUT 0.3 MILE FROM STATION S 77 DEG 51 MIN W.
 FD0713'FOLLOWING BEARINGS ARE FROM STATION--COLUMBIA MAURY COUNTY
 FD0713'COURTHOUSE DOME, S 72 DEG 14 MIN E, MASSACHUSETTS KNITTING
 FD0713'MILL WATER TANK, FINIAL, S 18 DEG 08 MIN E.
 FD0713
 FD0713                          STATION RECOVERY (1949)
 FD0713
 FD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0713'AT COLUMBIA.
 FD0713'AT COLUMBIA, MAURY COUNTY, 0.5 MILE WEST ALONG WEST 7TH STREET
 FD0713'(STATE HIGHWAY 50) FROM THE COURTHOUSE, THENCE 0.1 MILE NORTH
 FD0713'ALONG NORTH BECKETT STREET, THENCE 0.15 MILE WEST AND NORTH ALONG
 FD0713'A GRAVEL STREET TO THE TOP OF A HILL AND THE CITY WATER
 FD0713'RESERVOIR, ON THE SOUTH SIDE OF THE RESERVOIR AND INSIDE THE
 FD0713'STEEL FENCE, 77 FEET SOUTHEAST OF THE SOUTH CORNER OF A LOOKOUT
 FD0713'HOUSE FOR THE RESERVOIR, 56 FEET NORTHWEST OF THE CENTER OF THE
 FD0713'ENTRANCE GATE THROUGH STEEL FENCE, 23 FEET SOUTH OF THE SOUTH
 FD0713'EDGE OF THE RESERVIOR, 14.5 FEET NORTHEAST OF A CORNER IN
 FD0713'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0713'9 INCHES.  A STANDARD DISK, STAMPED COLUMBIA 1934.
 FD0713
 FD0713                          STATION RECOVERY (1953)
 FD0713
 FD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD0713'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND IN GOOD
 FD0713'CONDITION.  THE
 FD0713'DISTANCES AND DIRECTIONS TO REFERENCE MARK 2 AND THE
 FD0713'AZIMUTH MARK WERE CHECKED AND
 FD0713'FOUND TO BE CORRECT.  THE DIRECTIONS TO
 FD0713'THE OBJECTS VISIBLE FROM THE GROUND WERE CHECKED
 FD0713'AND FOUND TO BE
 FD0713'CORRECT.  THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 FD0713'EXCEPTIONS-
 FD0713'
 FD0713'DUE TO THE CONSTRUCTION OF A NEW RESERVOIR, REFERENCE MARK 1 WAS
 FD0713'DESTROYED AT THE
 FD0713'REQUEST OF THE CITY OF COLUMBIA.  REFERENCE MARK 3
 FD0713'WAS SET BY THIS PARTY.
 FD0713'
 FD0713'REFERENCE MARK 3 IS 52.93 FT SW OF THE STATION, 23 FT S OF THE
 FD0713'RESERVOIR WALL,
 FD0713'AND 1 FT N OF A FENCE LINE.  IT IS A STANDARD
 FD0713'REFERENCE-MARK DISK, STAMPED
 FD0713'COLUMBIA NO 3 1934 AND SET IN THE TOP OF
 FD0713'A CONCRETE POST FLUSH WITH THE GROUND.
 FD0713
 FD0713                          STATION RECOVERY (1962)
 FD0713
 FD0713'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JHG)
 FD0713'THE STATION WAS FOUND AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND THE
 FD0713'DESCRIPTION IS
 FD0713'COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN AND THE
 FD0713'1934 OBSERVATIONS WERE CHECKED.
 FD0713'A DISCREPANCY WAS NOTED IN THE
 FD0713'DIRECTION TO THE AZIMUTH MARK AND A SECOND SET OF 4
 FD0713'POSITIONS WAS
 FD0713'TAKEN AND MEANED.
 FD0713
 FD0713                          STATION RECOVERY (1962)
 FD0713
 FD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD0713'THE STATION AND ALL MARKS WERE RECOVERED AS SHOWN IN THE 1953
 FD0713'RECOVERY NOTE AND FOUND IN
 FD0713'EXCELLENT CONDITION.  DUE TO CHANGES IN THIS AREA THE TO
 FD0713'REACH IS NO LONGER
 FD0713'ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 FD0713'DESCRIPTION.
 FD0713'
 FD0713'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF COLUMBIA, ON A
 FD0713'HIGH HILL AT THE SITE OF A
 FD0713'RESERVOIR ON THE PROPERTY OF THE COLUMBIA WATER
 FD0713'DISTRICT.
 FD0713'
 FD0713'TO REACH FROM THE WEST SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD0713'COLUMBIA, GO WEST ON WEST
 FD0713'SEVENTH STREET (HIGHWAYS 43, 50 AND 99) FOR 0.6 MILE
 FD0713'TO NORTH BECKETT STREET, TURN
 FD0713'RIGHT, NORTH, AND GO 0.1 MILE ON NORTH
 FD0713'BECKETT STREET TO THE TOP OF GRADE AND THE
 FD0713'JUNCTION WITH WEST SIXTH
 FD0713'STREET.  HERE TURN LEFT, WEST, ON WEST SIXTH STREET FOR 0.15
 FD0713'MILE TO AN OILED
 FD0713'ROAD SHARP RIGHT, TURN SHARP RIGHT AND GO EASTERLY FOR 0.05
 FD0713'MILE TO A GRAVELED ROAD
 FD0713'LEFT, TURN LEFT ON THIS GRAVELED ROAD AND GO
 FD0713'NORTHWESTERLY FOR 0.1 MILE TO THE TOP OF
 FD0713'THE HILL AND LARGE CONCRETE,
 FD0713'WATER SUPPLY TANK, AND END OF TRUCK TRAVEL.  HERE GO SOUTH
 FD0713'UP A FLIGHT
 FD0713'OF STEPS TO A LOCKED GATE IN THE FENCE AROUND AN OPEN
 FD0713'RESERVOIR (KEY TO BE
 FD0713'OBTAINED FROM THE OFFICE OF THE COLUMBIA WATER
 FD0713'DISTRICT ON NORTH MAIN STREET), AND THE
 FD0713'STATION IN THE SOUTHWEST
 FD0713'CORNER OF THIS FENCED AREA.
 FD0713'
 FD0713'THE STATION IS 55.6 FEET WEST OF THE CENTER OF A DOUBLE GATE IN THE
 FD0713'EAST FENCE, 22.6 FEET SOUTH
 FD0713'OF THE RESERVOIR WALL AND 11.7 FEET NORTH OF THE
 FD0713'CHAIN LINK FENCE SURROUNDING THE
 FD0713'HILLTOP.  IT IS A STANDARD DISK SET
 FD0713'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FD0713'THAT PROJECTS 12
 FD0713'INCHES AND THE DISK IS STAMPED COLUMBIA 1934.
 FD0713'
 FD0713'REFERENCE MARK NO 2 IS 32 FEET EAST OF THE RESERVOIR WALL, 1.8 FEET
 FD0713'SOUTH OF A METAL WITNESS
 FD0713'POST AND TVA SIGN, 1 FOOT WEST OF THE CHAIN LINK FENCE
 FD0713'ALONG EAST SIDE OF HILL, AND IN
 FD0713'A SMALL FENCED ENCLOSURE AROUND A
 FD0713'CIVIL DEFENCE LOOKOUT.  IT IS A STANDARD DISK SET
 FD0713'IN THE TOP OF A
 FD0713'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD0713'DISK IS STAMPED
 FD0713'COLUMBIA NO 2 1934.
 FD0713'
 FD0713'REFERENCE MARK NO 3 IS 23 FEET SOUTH OF THE RESERVOIR WALL, 2.8 FEET
 FD0713'EAST OF A FENCE CORNER
 FD0713'POST, 1 FOOT NORTH OF THE CHAIN LINK FENCE ALONG WEST
 FD0713'SIDE OF HILL, AND 0.6 FOOT
 FD0713'NORTH OF A METAL WITNESS POST AND TVA
 FD0713'SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FD0713'OF A 10-INCH, SQUARE,
 FD0713'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 FD0713'AND THE DISK IS
 FD0713'STAMPED COLUMBIA NO 3 1934.
 FD0713'
 FD0713'THE AZIMUTH MARK IS LOCATED IN A FENCED PLAYGROUND AT THE MCDOWELL
 FD0713'SCHOOL, 155 NORTH OF THE
 FD0713'NORTHEAST CORNER OF THE MAIN SCHOOL BUILDING, 54 FEET
 FD0713'SOUTHEAST OF A 24-INCH
 FD0713'HACKBERRY TREE, 49 FEET NORTH OF THE
 FD0713'APPROXIMATE CENTER OF A PAVED DRIVE
 FD0713'BETWEEN THE SCHOOL AND THE
 FD0713'PLAYGROUND, 13 FEET WEST OF THE CENTER OF THE
 FD0713'PLAYGROUND GATE, AND AT
 FD0713'THE EAST END OF A ROW OF SWINGS.  IT IS A STANDARD REFERENCE
 FD0713'MARK DISK SET
 FD0713'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 FD0713'PROJECTS 5 INCHES AND THE
 FD0713'DISK IS STAMPED COLUMBIA AZIMUTH 1934.
 FD0713'
 FD0713'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF NORTH BECKETT
 FD0713'STREET AND WEST SIXTH
 FD0713'STREET, GO WEST ON WEST SIXTH STREET FOR 0.25 MILE TO
 FD0713'MCGUIRE STREET ON LEFT, TURN
 FD0713'LEFT, SOUTH, ON MCGUIRE STREET AND GO
 FD0713'0.1 MILE TO AN OILED DRIVE ON THE RIGHT, TURN
 FD0713'RIGHT, WEST, ON THIS
 FD0713'OILED DRIVE AND GO 0.05 MILE TO A POINT BETWEEN THE SCHOOL ON
 FD0713'THE LEFT AND
 FD0713'THE CONCRETE RAMP LEADING INTO THE PLAYGROUND ON THE RIGHT
 FD0713'AND THE MARK JUST INSIDE
 FD0713'THE PLAYGROUND FENCE AS DESCRIBED.
 FD0713'
 FD0713'THIS STATION WILL BE OCCUPIED BY THE TENNESSEE HIGHWAY CONTROL
 FD0713'SURVEYS PARTY.
 FD0713
 FD0713                          STATION RECOVERY (1980)
 FD0713
 FD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FD0713'THE STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.  THE
 FD0713'AZIMUTH MARK WAS NOT SEARCHED FOR SINCE IT WOULD BE OBSTRUCTED TO
 FD0713'THE STATION BY DENSE GROWTH.  REFERENCE MARK 2 WAS NOT FOUND.  THE
 FD0713'STATION MARK AND REFERENCE MARK 3 WERE DESTROYED AT THE REQUEST OF THE
 FD0713'CITY SO THAT THE TOP OF THE HILL COULD BE GRADED DOWN ABOUT 18
 FD0713'FEET.  A NEW STATION---COLUMBIA 2 1980---WAS ESTABLISHED.
 FD0713
 FD0713                          STATION RECOVERY (1984)
 FD0713
 FD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0713'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1513 ***********************************************************************
 FD1513  DESIGNATION -  COLUMBIA MAURY CO CTHSE DOME
 FD1513  PID         -  FD1513
 FD1513  STATE/COUNTY-  TN/MAURY
 FD1513  USGS QUAD   -  COLUMBIA (1989)
 FD1513
 FD1513                         *CURRENT SURVEY CONTROL
 FD1513  ___________________________________________________________________
 FD1513* NAD 83(1995)-  35 36 53.45156(N)    087 02 01.89940(W)     ADJUSTED  
 FD1513* NAVD 88     -                                                        
 FD1513  ___________________________________________________________________
 FD1513  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1513  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1513
 FD1513  HORZ ORDER  -  THIRD
 FD1513
 FD1513.The horizontal coordinates were established by classical geodetic methods
 FD1513.and adjusted by the National Geodetic Survey in April 1999..
 FD1513
 FD1513
 FD1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1513
 FD1513.The geoid height was determined by GEOID03.
 FD1513
 FD1513;                    North         East     Units Scale Factor Converg.
 FD1513;SPC TN       -   142,677.537   506,338.026   MT  0.99995568   -0 36 18.9
 FD1513;SPC TN       -   468,101.22  1,661,210.67   sFT  0.99995568   -0 36 18.9
 FD1513;UTM  16      - 3,941,231.328   496,933.423   MT  0.99960012   -0 01 11.0
 FD1513
 FD1513                          SUPERSEDED SURVEY CONTROL
 FD1513
 FD1513  NAD 83(1995)-  35 36 53.45431(N)    087 02 01.90156(W) AD(       ) 4
 FD1513  NAD 83(1986)-  35 36 53.46258(N)    087 02 01.90111(W) AD(       ) 4
 FD1513  NAD 27      -  35 36 53.20400(N)    087 02 01.88500(W) AD(       ) 3
 FD1513
 FD1513.Superseded values are not recommended for survey control.
 FD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1513.See file dsdata.txt to determine how the superseded data were derived.
 FD1513
 FD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9693341231(NAD 83)
 FD1513_MARKER: 87 = DOME
 FD1513
 FD1513  HISTORY     - Date     Condition        Report By
 FD1513  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1513
 FD1513                          STATION DESCRIPTION
 FD1513
 FD1513'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0714 ***********************************************************************
 FD0714  DESIGNATION -  COLUMBIA RM 2
 FD0714  PID         -  FD0714
 FD0714  STATE/COUNTY-  TN/MAURY
 FD0714  USGS QUAD   -  COLUMBIA (1989)
 FD0714
 FD0714                         *CURRENT SURVEY CONTROL
 FD0714  ___________________________________________________________________
 FD0714* NAD 83(1986)-  35 37 03.     (N)    087 02 40.     (W)     SCALED    
 FD0714* NAVD 88     -       259.490  (meters)     851.34   (feet)  ADJUSTED  
 FD0714  ___________________________________________________________________
 FD0714  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0714  DYNAMIC HT  -         259.262 (meters)     850.60  (feet)  COMP
 FD0714  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0714
 FD0714  VERT ORDER  -  FIRST     CLASS II
 FD0714
 FD0714.The horizontal coordinates were scaled from a topographic map and have
 FD0714.an estimated accuracy of +/- 6 seconds.
 FD0714
 FD0714.The orthometric height was determined by differential leveling
 FD0714.and adjusted by the National Geodetic Survey in June 1991..
 FD0714
 FD0714.The geoid height was determined by GEOID03.
 FD0714
 FD0714.The dynamic height is computed by dividing the NAVD 88
 FD0714.geopotential number by the normal gravity value computed on the
 FD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0714.degrees latitude (g = 980.6199 gals.).
 FD0714
 FD0714.The modeled gravity was interpolated from observed gravity values.
 FD0714
 FD0714;                    North         East    Units  Estimated Accuracy
 FD0714;SPC TN       -   142,980.      505,380.      MT  (+/- 180 meters Scaled)
 FD0714
 FD0714                          SUPERSEDED SURVEY CONTROL
 FD0714
 FD0714  NGVD 29 (??/??/92)  259.468  (m)          851.27   (f) ADJ UNCH    1 2
 FD0714
 FD0714.Superseded values are not recommended for survey control.
 FD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0714.See file dsdata.txt to determine how the superseded data were derived.
 FD0714
 FD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE959415(NAD 83)
 FD0714_MARKER: DR = REFERENCE MARK DISK
 FD0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0714_STAMPING: COLUMBIA NO 2 1934
 FD0714_MARK LOGO: CGS   
 FD0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0714+STABILITY: SURFACE MOTION
 FD0714
 FD0714  HISTORY     - Date     Condition        Report By
 FD0714  HISTORY     - 1934     MONUMENTED       CGS
 FD0714  HISTORY     - 1949     GOOD             NGS
 FD0714  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0714
 FD0714                          STATION DESCRIPTION
 FD0714
 FD0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0714'AT COLUMBIA.
 FD0714'AT COLUMBIA, ABOUT 0.5 MILE WEST ALONG WEST 7TH STREET FROM
 FD0714'THE COURT HOUSE, THENCE ABOUT 0.1 MILE NORTH ALONG NORTH BECKETT
 FD0714'STREET, THENCE ABOUT 0.15 MILE WEST AND NORTH ALONG A GRAVEL
 FD0714'STREET TO THE TOP OF A HILL AND THE CITY WATER RESERVOIR, ON
 FD0714'THE EAST SIDE OF THE RESERVOIR AND INSIDE THE STEEL FENCE,
 FD0714'107 FEET EAST-NORTHEAST OF THE STATION MARK, 72 FEET NORTHEAST
 FD0714'OF THE CENTER OF THE ENTRANCE GATE THROUGH STEEL FENCE, 30 1/2
 FD0714'FEET EAST OF THE EAST EDGE OF THE RESERVOIR, 1 FOOT WEST OF THE
 FD0714'STEEL FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0714'9 INCHES.
 FD0714
 FD0714                          STATION RECOVERY (1984)
 FD0714
 FD0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0714'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1894 ***********************************************************************
 FC1894  DESIGNATION -  COMFORT
 FC1894  PID         -  FC1894
 FC1894  STATE/COUNTY-  TN/MARION
 FC1894  USGS QUAD   -  MONTEAGLE (1982)
 FC1894
 FC1894                         *CURRENT SURVEY CONTROL
 FC1894  ___________________________________________________________________
 FC1894* NAD 83(1995)-  35 09 12.95530(N)    085 45 04.60704(W)     ADJUSTED  
 FC1894* NAVD 88     -       544.1    (meters)    1785.     (feet)  VERTCON   
 FC1894  ___________________________________________________________________
 FC1894  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FC1894  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1894
 FC1894  HORZ ORDER  -  SECOND
 FC1894
 FC1894.The horizontal coordinates were established by classical geodetic methods
 FC1894.and adjusted by the National Geodetic Survey in April 1999..
 FC1894
 FC1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1894
 FC1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1894
 FC1894.The geoid height was determined by GEOID03.
 FC1894
 FC1894;                    North         East     Units Scale Factor Converg.
 FC1894;SPC TN       -    91,038.073   622,663.101   MT  1.00001841   +0 08 44.2
 FC1894;SPC TN       -   298,680.74  2,042,853.86   sFT  1.00001841   +0 08 44.2
 FC1894;UTM  16      - 3,890,790.476   613,737.510   MT  0.99975943   +0 43 08.6
 FC1894
 FC1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1894!SPC TN       -   0.99991913  x   1.00001841  =   0.99993754
 FC1894!UTM  16      -   0.99991913  x   0.99975943  =   0.99967858
 FC1894
 FC1894|---------------------------------------------------------------------|
 FC1894| PID    Reference Object                     Distance      Geod. Az  |
 FC1894|                                                           dddmmss.s |
 FC1894| CG5131 COMFORT RM 1                         22.885 METERS 04355     |
 FC1894| CG5130 COMFORT AZ MK                                      0713747.7 |
 FC1894| FC1890 FULLER RESET                        APPROX.11.8 KM 1355033.7 |
 FC1894| CG5132 COMFORT RM 2                         26.083 METERS 14240     |
 FC1894| FC1907 SEWANEE MUNICIPAL TANK              APPROX.16.3 KM 2905409.3 |
 FC1894| FC1906 SEWANEE LOOKOUT TOWER SC 1          APPROX.14.5 KM 3003304.5 |
 FC1894| FC1909 SEWANEE TVA RADIO MAST              APPROX.14.4 KM 3003801.0 |
 FC1894| FC1905 SEWANEE ATT RELAY TOWER             APPROX.14.2 KM 3005547.8 |
 FC1894| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX.12.5 KM 3202421.8 |
 FC1894|---------------------------------------------------------------------|
 FC1894
 FC1894                          SUPERSEDED SURVEY CONTROL
 FC1894
 FC1894  NAD 83(1995)-  35 09 12.95668(N)    085 45 04.60678(W) AD(       ) 2
 FC1894  NAD 83(1995)-  35 09 12.95685(N)    085 45 04.60755(W) AD(       ) 2
 FC1894  NAD 83(1995)-  35 09 12.95989(N)    085 45 04.60474(W) AD(       ) 2
 FC1894  NAD 83(1986)-  35 09 12.96044(N)    085 45 04.60430(W) AD(       ) 2
 FC1894  NAD 27      -  35 09 12.67000(N)    085 45 04.70900(W) AD(       ) 2
 FC1894  NGVD 29 (07/19/86)  544.1    (m)         1785.     (f) VERT ANG       
 FC1894
 FC1894.Superseded values are not recommended for survey control.
 FC1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1894.See file dsdata.txt to determine how the superseded data were derived.
 FC1894
 FC1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1373890790(NAD 83)
 FC1894_MARKER: DS = TRIANGULATION STATION DISK
 FC1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1894
 FC1894  HISTORY     - Date     Condition        Report By
 FC1894  HISTORY     - 1934     MONUMENTED       CGS
 FC1894  HISTORY     - 1962     GOOD             CGS
 FC1894
 FC1894                          STATION DESCRIPTION
 FC1894
 FC1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1894'ABOUT 10 MILES EAST-SOUTHEAST OF SEWANEE, 8.75 MILES WEST-NORTHWEST
 FC1894'OF JASPER, 7.75 MILES SOUTH-SOUTHWEST OF TRACY CITY, BETWEEN EAST
 FC1894'FORK OF BATTLE CREEK AND BIG FIERY GIZZARD CREEK, ON SOUTH END OF
 FC1894'EAST ONE OF TWO PARALLEL RIDGES OF SAME ELEVATION, AND ON WHAT IS
 FC1894'KNOWN LOCALLY AS SPIEGER POINT.  TO REACH FROM JUNCTION OF STATE
 FC1894'ROUTES 2 AND 56 IN MONTEAGLE, FOLLOW ROUTE 56 NORTHEAST 3.95 MILES TO
 FC1894'CROSSROADS, TURN RIGHT, GO 1.4 MILES, TURN ONTO LEFT FORK AND FOLLOW
 FC1894'MAIN ROAD 1.35 MILES TO CROSSROADS, TURN RIGHT, GO 1.45 MILES, TURN
 FC1894'ONTO LEFT FORK UP HILL, GO 2.9 MILES, PASS THROUGH BARRED GATE AT
 FC1894'HOUSE, GO 0.3 MILE, FOLLOW RIGHT FORK 0.3 MILE, FOLLOW LEFT FORK 0.9
 FC1894'MILE, TURN ONTO EXTREME RIGHT-HAND FORK AT TREE ON LEFT WITH
 FC1894'TRIANGULAR BLAZE, GO 0.55 MILE, TURN ONTO RIGHT FORK AT TREE ON RIGHT
 FC1894'WITH TRIANGULAR BLAZE AND GO 0.15 MILE TO TOP OF GRADE AT
 FC1894'CULTIVATED FIELDS AND STATION SITE ON UNCULTIVATED TONGUE OF LAND
 FC1894'BETWEEN TWO CULTIVATED FIELDS, AT POINT WHERE SLOPE BREAKS TO EAST
 FC1894'AND SOUTH, 200 FEET NORTH OF ROAD, AND 80 FEET SOUTHWEST OF HIGH
 FC1894'POINT OF SUMMIT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC1894'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 FC1894'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 FC1894'NEAR CENTER OF FIELD, ON HIGH POINT OF GROUND, AND 75.10 FEET FROM
 FC1894'STATION.  NO. 2 IS AT NORTHWEST EDGE OF
 FC1894'FIELD, ON SOUTH SLOPE OF POINT, AND 85.88 FEET FROM STATION
 FC1894'AZIMUTH MARK IS AT NORTHEAST EDGE OF SAGE
 FC1894'FIELD, 20 FEET SOUTHWEST OF CENTER OF ROAD, AND 0.15 MILE FROM
 FC1894'STATION.
 FC1894
 FC1894                          STATION RECOVERY (1962)
 FC1894
 FC1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1894'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC1894'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 FC1894'DISCREPANCY WAS FOUND IN THE HORIZONTAL DIRECTION TO THE AZIMUTH
 FC1894'MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1894'
 FC1894'THE STATION IS LOCATED ABOUT 10 MILES EAST OF SEWANEE, 9 MILES
 FC1894'NORTHWEST OF JASPER, 8 MILES SOUTH OF TRACY CITY, 8 MILES SOUTHEAST
 FC1894'OF MONTEAGLE, AND NEAR THE SOUTHERN END OF THE EAST ONE OF TWO
 FC1894'PARALLEL RIDGES OF ABOUT THE SAME ELEVATION, AND WHAT IS KNOWN
 FC1894'LOCALLY AS SPIEGER POINT.
 FC1894'
 FC1894'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO EASTERLY
 FC1894'ON U.S. HIGHWAY 41 FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY
 FC1894'41 AND STATE ROUTE 56, FOLLOW STATE ROUTE 56 NORTHEAST FOR 4.25 MILES
 FC1894'TO A SIDE ROAD ON THE RIGHT AT SIGN, THE EPISCOPAL CHURCH
 FC1894'WELCOMES YOU TO TRACY CITY, TURN RIGHT AND GO 0.15 MILE TO A RAILROAD
 FC1894'CROSSING, CONTINUE FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT,
 FC1894'CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A CROSSROAD, CONTINUE ON
 FC1894'MAIN ROAD FOR 0.55 MILE TO A CONCRETE BRIDGE, CONTINUE FOR 0.2 MILE
 FC1894'TO A FORK, KEEP RIGHT AND GO 0.3 MILE TO A FORK, KEEP LEFT AND
 FC1894'FOLLOW MAIN TRACK ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AT
 FC1894'AN OLD SAW MILL ON THE LEFT AND AN OLD CORRAL ON THE RIGHT, CONTINUE
 FC1894'STRAIGHT AHEAD AND GO 0.55 MILE TO A FORK, KEEP RIGHT ON MAIN TRACK
 FC1894'ROAD FOR 2.1 MILES TO A FORK, KEEP LEFT AND GO 0.9 MILE TO A WIRE
 FC1894'GAP, PASS THROUGH GAP, KEEP RIGHT ON MAIN TRACK ROAD FOR 0.65 MILE TO
 FC1894'ANOTHER WIRE GAP AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH
 FC1894'THE GAP AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 FC1894'
 FC1894'THE STATION MARK IS 8 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 FC1894'ROAD AND 2.3 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 FC1894'DISK SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 FC1894'STAMPED COMFORT 1934.
 FC1894'
 FC1894'REFERENCE MARK NO. 1 IS 76.6 FEET NORTHEAST OF A METAL WITNESS POST,
 FC1894'61 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND ABOUT
 FC1894'THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN
 FC1894'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS STAMPED
 FC1894'COMFORT NO 1 1934.
 FC1894'
 FC1894'REFERENCE MARK NO. 2 IS 87.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 FC1894'58 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND ON THE
 FC1894'SOUTH SLOPE OF THE RIDGE ABOUT 5 FEET BELOW THE ELEVATION OF THE
 FC1894'STATION MARK.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE
 FC1894'MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED COMFORT NO 2 1934.
 FC1894'
 FC1894'THE AZIMUTH MARK IS 69 FEET NORTHEAST OF A GAP IN THE FENCE, 42 FEET
 FC1894'NORTH OF THE APPROXIMATE CENTER OF A TRACK, 14 FEET WEST OF A TWIN
 FC1894'TRUCKED WHITE OAK TREE AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 FC1894'IT IS A STANDARD REFERENCE DISK SET IN A ROUND CONCRETE MONUMENT
 FC1894'WHICH PROJECTS 1 FOOT AND IS STAMPED COMFORT AZI 1934.
 FC1894'
 FC1894'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1790 ***********************************************************************
 FC1790  DESIGNATION -  CONASAUGA
 FC1790  PID         -  FC1790
 FC1790  STATE/COUNTY-  TN/POLK
 FC1790  USGS QUAD   -  PARKSVILLE (1974)
 FC1790
 FC1790                         *CURRENT SURVEY CONTROL
 FC1790  ___________________________________________________________________
 FC1790* NAD 83(1995)-  35 00 50.29217(N)    084 43 48.22673(W)     ADJUSTED  
 FC1790* NAVD 88     -       241.1    (meters)     791.     (feet)  VERTCON   
 FC1790  ___________________________________________________________________
 FC1790  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 FC1790  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC1790
 FC1790  HORZ ORDER  -  SECOND
 FC1790
 FC1790.The horizontal coordinates were established by classical geodetic methods
 FC1790.and adjusted by the National Geodetic Survey in April 1999..
 FC1790
 FC1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1790
 FC1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1790
 FC1790.The geoid height was determined by GEOID03.
 FC1790
 FC1790;                    North         East     Units Scale Factor Converg.
 FC1790;SPC TN       -    76,270.112   715,913.066   MT  1.00005003   +0 44 36.5
 FC1790;SPC TN       -   250,229.53  2,348,791.45   sFT  1.00005003   +0 44 36.5
 FC1790;UTM  16      - 3,876,947.112   707,118.960   MT  1.00012873   +1 18 10.4
 FC1790
 FC1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1790!SPC TN       -   0.99996682  x   1.00005003  =   1.00001685
 FC1790!UTM  16      -   0.99996682  x   1.00012873  =   1.00009555
 FC1790
 FC1790|---------------------------------------------------------------------|
 FC1790| PID    Reference Object                     Distance      Geod. Az  |
 FC1790|                                                           dddmmss.s |
 FC1790| CZ4774 CONASAUGA RM 1                       12.887 METERS 01309     |
 FC1790| FC1789 CONASAUGA PTA                         6.122 METERS 14851     |
 FC1790| CZ4775 CONASAUGA RM 2                       10.626 METERS 23345     |
 FC1790| FC1792 JEB 2                               341.095 METERS 27629     |
 FC1790| FC1791 JEB 2 PTA                           336.330 METERS 27629     |
 FC1790|---------------------------------------------------------------------|
 FC1790
 FC1790                          SUPERSEDED SURVEY CONTROL
 FC1790
 FC1790  NAD 83(1995)-  35 00 50.29229(N)    084 43 48.22630(W) AD(       ) 2
 FC1790  NAD 83(1995)-  35 00 50.29481(N)    084 43 48.23235(W) AD(       ) 2
 FC1790  NAD 83(1995)-  35 00 50.29572(N)    084 43 48.23176(W) AD(       ) 2
 FC1790  NAD 83(1986)-  35 00 50.29584(N)    084 43 48.23189(W) AD(       ) 2
 FC1790  NAD 27      -  35 00 50.02330(N)    084 43 48.45205(W) AD(       ) 2
 FC1790  NGVD 29 (07/19/86)  241.1    (m)          791.     (f) VERT ANG       
 FC1790
 FC1790.Superseded values are not recommended for survey control.
 FC1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1790.See file dsdata.txt to determine how the superseded data were derived.
 FC1790
 FC1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0711976947(NAD 83)
 FC1790_MARKER: DS = TRIANGULATION STATION DISK
 FC1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1790
 FC1790  HISTORY     - Date     Condition        Report By
 FC1790  HISTORY     - 1978     MONUMENTED       NGS
 FC1790
 FC1790                          STATION DESCRIPTION
 FC1790
 FC1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1790'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE GEORGIA
 FC1790'AND TENNESSEE BORDER, 3/4 MILE NORTH OF THE TOWN OF
 FC1790'CONASAUGA, 4 MILES SOUTH OF OLD FORT AND ON THE RIGHT-OF-WAY OF
 FC1790'THE LOUISVILLE AND NASHVILLE RAILROAD.
 FC1790'
 FC1790'TO REACH THE STATION FROM THE TENNESSEE AND GEORIGA STATE LINE
 FC1790'AT TENNGA, GEORGIA, GO NORTH ON U.S. HIGHWAY 411 FOR 1.6 MILES
 FC1790'TO A BRIDGE ACROSS THE CONASAUGA RIVER.  CONTINUE NORTH FOR 0.3
 FC1790'MILE TO A CROSSROAD AND STATION JEB 2 TVA ON THE LEFT.
 FC1790'TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE STATION ON THE LEFT,
 FC1790'AS DESCRIBED.
 FC1790'
 FC1790'THE STATION IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA 1978---,
 FC1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1790'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1790'44.6 FEET SOUTH-SOUTHWEST FROM A TELEPHONE POLE,
 FC1790'43.8 FEET WEST FROM THE WEST RAIL OF THE RAILROAD TRACK, AND
 FC1790'3.7 FEET NORTH FROM A METAL WITNESS POST.
 FC1790'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA 1978---, SET INTO AN IRREGULAR
 FC1790'MASS OF CONCRETE 1 METER BELOW THE GROUND SURFACE.
 FC1790'
 FC1790'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA NO 1 1978---,
 FC1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1790'FLUSH WITH GROUND.  IT IS LOCATED
 FC1790'46  FEET NORTH FROM A METAL WITNESS POST AND
 FC1790'8 FEET WEST FROM A TELEPHONE POLE.
 FC1790'MARK IS LEVEL WITH STATION.
 FC1790'
 FC1790'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA NO 2 1978---,
 FC1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1790'FLUSH WITH GROUND.  IT IS LOCATED
 FC1790'67.7 FEET WEST FROM THE WEST RAIL OF THE RAILROAD TRACK,
 FC1790'32.5 FEET SOUTHWEST FROM A METAL WITNESS POST AND
 FC1790'22 FEET NORTH FROM THE CENTER OF A GRADED ROAD.
 FC1790'MARK IS ABOVE STATION 0.6 METER.
 FC1790'
 FC1790'AZIMUTH MARK NUMBER 1 IS A TVA DISK
 FC1790'STAMPED---JEB 2 1942---,
 FC1790'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 5 CM ON A SIDE
 FC1790'FLUSH WITH GROUND.  IT IS LOCATED
 FC1790'62 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 411,
 FC1790'38.6 FEET WEST FROM A POWER POLE AND
 FC1790'25 FEET SOUTH FROM THE CENTER OF A GRADED ROAD.
 FC1790'
 FC1790'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH AND
 FC1790'TREES ON LINE.
 FC1790'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2382 ***********************************************************************
 FE2382  DESIGNATION -  CONCORD
 FE2382  PID         -  FE2382
 FE2382  STATE/COUNTY-  TN/GIBSON
 FE2382  USGS QUAD   -  MILAN (1983)
 FE2382
 FE2382                         *CURRENT SURVEY CONTROL
 FE2382  ___________________________________________________________________
 FE2382* NAD 83(1995)-  35 58 40.27405(N)    088 50 42.16551(W)     ADJUSTED  
 FE2382* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 FE2382  ___________________________________________________________________
 FE2382  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FE2382  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2382
 FE2382  HORZ ORDER  -  SECOND
 FE2382
 FE2382.The horizontal coordinates were established by classical geodetic methods
 FE2382.and adjusted by the National Geodetic Survey in April 1999..
 FE2382
 FE2382.The orthometric height was scaled from a topographic map.
 FE2382
 FE2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2382
 FE2382.The geoid height was determined by GEOID03.
 FE2382
 FE2382;                    North         East     Units Scale Factor Converg.
 FE2382;SPC TN       -   186,187.404   343,457.033   MT  0.99995154   -1 39 56.2
 FE2382;SPC TN       -   610,849.84  1,126,825.28   sFT  0.99995154   -1 39 56.2
 FE2382;UTM  16      - 3,983,065.896   333,654.927   MT  0.99994096   -1 05 03.0
 FE2382
 FE2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2382!SPC TN       -   0.99997963  x   0.99995154  =   0.99993118
 FE2382!UTM  16      -   0.99997963  x   0.99994096  =   0.99992060
 FE2382
 FE2382:                Primary Azimuth Mark                     Grid Az
 FE2382:SPC TN       -  BRADFORD MUNICIPAL TANK                  019 10 12.4
 FE2382:UTM  16      -  BRADFORD MUNICIPAL TANK                  018 35 19.2
 FE2382
 FE2382|---------------------------------------------------------------------|
 FE2382| PID    Reference Object                     Distance      Geod. Az  |
 FE2382|                                                           dddmmss.s |
 FE2382| GD1505 BRADFORD MUNICIPAL TANK             APPROX.11.4 KM 0173016.2 |
 FE2382| FE2387 TT 24                                46.307 METERS 03817     |
 FE2382| CG3830 CONCORD AZ MK                                      0384039.7 |
 FE2382| FE2308 MILAN ORDNANCE DEPOT B TANK         APPROX.17.5 KM 1224419.7 |
 FE2382| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX.14.9 KM 1243210.6 |
 FE2382| FE2383 MILAN COMPRESS TANK                 APPROX.10.2 KM 1265823.0 |
 FE2382| FE2385 MILAN RAD STA WKBJ MAST             APPROX.10.3 KM 1453033.1 |
 FE2382| CG3831 CONCORD RM 1                         23.195 METERS 25035     |
 FE2382| FE2400 TRENTON BROWN SHOE TANK             APPROX. 9.4 KM 2630940.5 |
 FE2382| FE2401 TRENTON COUNTY CTHSE TOWER          APPROX. 8.7 KM 2722702.8 |
 FE2382|---------------------------------------------------------------------|
 FE2382
 FE2382                          SUPERSEDED SURVEY CONTROL
 FE2382
 FE2382  NAD 83(1995)-  35 58 40.27730(N)    088 50 42.16933(W) AD(       ) 2
 FE2382  NAD 83(1986)-  35 58 40.28545(N)    088 50 42.16528(W) AD(       ) 2
 FE2382  NAD 27      -  35 58 40.04330(N)    088 50 41.93380(W) AD(       ) 2
 FE2382
 FE2382.Superseded values are not recommended for survey control.
 FE2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2382.See file dsdata.txt to determine how the superseded data were derived.
 FE2382
 FE2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3365583066(NAD 83)
 FE2382_MARKER: DS = TRIANGULATION STATION DISK
 FE2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2382
 FE2382  HISTORY     - Date     Condition        Report By
 FE2382  HISTORY     - 1958     MONUMENTED       CGS
 FE2382
 FE2382                          STATION DESCRIPTION
 FE2382
 FE2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2382'THE STATION IS ABOUT 5 MILES EAST OF TRENTON, ABOUT 3-1/2 MILES WEST
 FE2382'OF CADES, ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF BRADFORD AND ON
 FE2382'PROPERTY OWNED BY MR. H.H. STEPHENS. IT IS 2 FEET NORTH OF A WHITE
 FE2382'WITNESS POST, 2 FEET NORTH OF A FENCE CORNER, 82 FEET EAST OF
 FE2382'THE SOUTHEAST CORNER OF A FRAME HOUSE, 117.5 FEET SOUTH OF THE CENTER
 FE2382'OF THE INTERSECTION OF A PAVED ROAD AND A DRIVEWAY
 FE2382'SOUTHWEST AND 15 FEET SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY. THE
 FE2382'MONUMENT IS FLUSH AND THE DISK IS STAMPED CONCORD 1958.
 FE2382'
 FE2382'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE CORNER, 20 FEET SOUTHEAST
 FE2382'OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 76 FEET WEST OF A
 FE2382'WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2382'CONCORD NO 1 1958.
 FE2382'
 FE2382'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT
 FE2382'SOUTH OF A FENCE, 40 FEET NORTH OF THE CENTERLINE OF A
 FE2382'PAVED ROAD AND 69 FEET NORTHEAST OF THE CENTER OF A Y-INTERSECTION.
 FE2382'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CONCORD 1958.
 FE2382'
 FE2382'TT 24 1947 (TVA) IS 13 FEET EAST OF A 2 FOOT OAK TREE, 23 FEET
 FE2382'NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 30 FEET
 FE2382'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY AND 35 FEET SOUTH OF THE
 FE2382'CENTERLINE OF A PAVED ROAD. IT IS A BRONZE DISK SET IN THE
 FE2382'TOP OF A PRECAST CONCRETE POST PROJECTING 8 INCHES AND STAMPED TT24
 FE2382'TVA 1947.
 FE2382'
 FE2382'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2431 ***********************************************************************
 GB2431  DESIGNATION -  CONGO
 GB2431  PID         -  GB2431
 GB2431  STATE/COUNTY-  TN/SMITH
 GB2431  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB2431
 GB2431                         *CURRENT SURVEY CONTROL
 GB2431  ___________________________________________________________________
 GB2431* NAD 83(1995)-  36 08 43.61457(N)    085 52 06.11119(W)     ADJUSTED  
 GB2431* NAVD 88     -       184.4    (meters)     605.     (feet)  VERTCON   
 GB2431  ___________________________________________________________________
 GB2431  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GB2431  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2431
 GB2431  HORZ ORDER  -  SECOND
 GB2431
 GB2431.The horizontal coordinates were established by classical geodetic methods
 GB2431.and adjusted by the National Geodetic Survey in April 1999..
 GB2431
 GB2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2431
 GB2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2431
 GB2431.The geoid height was determined by GEOID03.
 GB2431
 GB2431;                    North         East     Units Scale Factor Converg.
 GB2431;SPC TN       -   201,061.737   611,846.494   MT  0.99996312   +0 04 37.4
 GB2431;SPC TN       -   659,650.05  2,007,366.37   sFT  0.99996312   +0 04 37.4
 GB2431;UTM  16      - 4,000,674.065   601,806.061   MT  0.99972770   +0 40 03.1
 GB2431
 GB2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2431!SPC TN       -   0.99997569  x   0.99996312  =   0.99993881
 GB2431!UTM  16      -   0.99997569  x   0.99972770  =   0.99970340
 GB2431
 GB2431|---------------------------------------------------------------------|
 GB2431| PID    Reference Object                     Distance      Geod. Az  |
 GB2431|                                                           dddmmss.s |
 GB2431| CG5135 CONGO RM 1                            8.559 METERS 01303     |
 GB2431| GB2432 HELM                                APPROX. 1.3 KM 0913119.5 |
 GB2431| CG5136 CONGO RM 2                           11.461 METERS 29733     |
 GB2431|---------------------------------------------------------------------|
 GB2431
 GB2431                          SUPERSEDED SURVEY CONTROL
 GB2431
 GB2431  NAD 83(1995)-  36 08 43.61691(N)    085 52 06.11521(W) AD(       ) 2
 GB2431  NAD 83(1995)-  36 08 43.61653(N)    085 52 06.11583(W) AD(       ) 2
 GB2431  NAD 83(1986)-  36 08 43.62671(N)    085 52 06.11116(W) AD(       ) 2
 GB2431  NAD 27      -  36 08 43.41030(N)    085 52 06.16500(W) AD(       ) 2
 GB2431  NGVD 29 (07/19/86)  184.5    (m)          605.     (f) VERT ANG       
 GB2431
 GB2431.Superseded values are not recommended for survey control.
 GB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2431.See file dsdata.txt to determine how the superseded data were derived.
 GB2431
 GB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0180600674(NAD 83)
 GB2431_MARKER: DS = TRIANGULATION STATION DISK
 GB2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2431
 GB2431  HISTORY     - Date     Condition        Report By
 GB2431  HISTORY     - 1960     MONUMENTED       CGS
 GB2431  HISTORY     - 1963     MARK NOT FOUND   CGS
 GB2431
 GB2431                          STATION DESCRIPTION
 GB2431
 GB2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2431'THE STATION IS LOCATED IN OPEN PASTURE LAND, ABOUT 4.5 MILES EAST OF
 GB2431'GORDONSVILLE, 1.5 MILES NORTHWEST OF LANCASTER, 1.0 MILE SOUTH OF
 GB2431'COVE SPRINGS AND ON PROPERTY OWNED BY THE KIRBY BROTHERS.
 GB2431'
 GB2431'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO EAST ON
 GB2431'STATE HIGHWAY 141 FOR 0.6 MILE TO A FORKS, TAKE THE LEFT FORK,
 GB2431'NORTHEAST, FOR 1.0 MILE TO A FORK. HERE TAKE THE RIGHT FORK, EAST,
 GB2431'CROSSING OVER THE CANEY FORK RIVER, FOR 1.0 MILE TO A FORK IN THE
 GB2431'VILLAGE OF STONEWALL. HERE TURN RIGHT, SOUTHEAST, FOR ABOUT 50 YARDS
 GB2431'TO A FORK, TAKE THE RIGHT FORK, SOUTHEAST, FOR 4.0 MILES TO A STORE
 GB2431'ON THE LEFT IN THE VILLAGE OF COVE SPRINGS. CONTINUE STRAIGHT AHEAD,
 GB2431'SOUTH, FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 GB2431'SOUTHWEST, FOR 0.85 MILE TO A FORK, TAKE THE LEFT FORK, SOUTH,
 GB2431'FOR 0.25 MILE TO THE KIRBY FARM HOUSE ON THE LEFT AND A WOODEN GATE
 GB2431'STRAIGHT AHEAD. PASS THROUGH THIS GATE AND TURN RIGHT, NORTHERLY,
 GB2431'FOR 0.05 MILE TO THE STATION.
 GB2431'
 GB2431'STATION MARK IS 150 FEET SOUTH AND ABOUT 2 FEET LOWER THAN THE
 GB2431'HIGHEST PART OF THE HILL, AND 4.2 FEET SOUTH OF A WITNESS SIGN. THE
 GB2431'MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND
 GB2431'IS STAMPED CONGO 1960.
 GB2431'
 GB2431'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GB2431'POST, FLUSH, AND IS STAMPED CONGO NO 1 1960.
 GB2431'
 GB2431'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GB2431'POST, FLUSH, AND IS STAMPED CONGO NO 2 1960.
 GB2431'
 GB2431'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GB2431'40.9 FEET.
 GB2431'
 GB2431'TRAVERSE STATION HELM WILL SERVE AS THE AZIMUTH MARK.  SEE
 GB2431'DESCRIPTION THEREOF.
 GB2431'
 GB2431'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GB2431
 GB2431                          STATION RECOVERY (1963)
 GB2431
 GB2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2431'NO MARKS WERE RECOVERED.  LAND OWNER SAID HE HAD SEEN THE MONUMENTS
 GB2431'BEFORE CONSTRUCTION OF INTERSTATE 40 WAS COMPLETED.  THE MONUMENTS
 GB2431'APPARENTLY WERE DESTROYED WHEN THE HILL WAS SCRAPED FOR ROAD
 GB2431'CONSTRUCTION OF THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1706 ***********************************************************************
 GB1706  DESIGNATION -  CONLEY
 GB1706  PID         -  GB1706
 GB1706  STATE/COUNTY-  TN/PUTNAM
 GB1706  USGS QUAD   -  MONTEREY (1981)
 GB1706
 GB1706                         *CURRENT SURVEY CONTROL
 GB1706  ___________________________________________________________________
 GB1706* NAD 83(1995)-  36 07 47.47090(N)    085 21 25.01522(W)     ADJUSTED  
 GB1706* NAVD 88     -       555.927  (meters)    1823.90   (feet)  ADJUSTED  
 GB1706  ___________________________________________________________________
 GB1706  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 GB1706  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1706  DYNAMIC HT  -         555.417 (meters)    1822.23  (feet)  COMP
 GB1706  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB1706
 GB1706  HORZ ORDER  -  SECOND
 GB1706  VERT ORDER  -  SECOND    CLASS 0
 GB1706
 GB1706.The horizontal coordinates were established by classical geodetic methods
 GB1706.and adjusted by the National Geodetic Survey in April 1999..
 GB1706
 GB1706.The orthometric height was determined by differential leveling
 GB1706.and adjusted by the National Geodetic Survey in June 1991..
 GB1706
 GB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1706
 GB1706.The geoid height was determined by GEOID03.
 GB1706
 GB1706.The dynamic height is computed by dividing the NAVD 88
 GB1706.geopotential number by the normal gravity value computed on the
 GB1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1706.degrees latitude (g = 980.6199 gals.).
 GB1706
 GB1706.The modeled gravity was interpolated from observed gravity values.
 GB1706
 GB1706;                    North         East     Units Scale Factor Converg.
 GB1706;SPC TN       -   199,513.499   657,882.045   MT  0.99996168   +0 22 35.3
 GB1706;SPC TN       -   654,570.54  2,158,401.34   sFT  0.99996168   +0 22 35.3
 GB1706;UTM  16      - 3,999,601.328   647,847.393   MT  0.99986934   +0 58 08.2
 GB1706
 GB1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1706!SPC TN       -   0.99991734  x   0.99996168  =   0.99987902
 GB1706!UTM  16      -   0.99991734  x   0.99986934  =   0.99978669
 GB1706
 GB1706:                Primary Azimuth Mark                     Grid Az
 GB1706:SPC TN       -  CONLEY AZ MK                             039 37 18.1
 GB1706:UTM  16      -  CONLEY AZ MK                             039 01 45.2
 GB1706
 GB1706|---------------------------------------------------------------------|
 GB1706| PID    Reference Object                     Distance      Geod. Az  |
 GB1706|                                                           dddmmss.s |
 GB1706| GB1708 CONLEY AZ MK                                       0395953.4 |
 GB1706| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 8.3 KM 0761757.4 |
 GB1706| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 5.8 KM 0941421.8 |
 GB1706| GB1707 CONLEY RM 1                          24.850 METERS 14158     |
 GB1706| GB1705 CONLEY RM 2                          23.823 METERS 24727     |
 GB1706| GB1689 CLOVER                              APPROX. 8.5 KM 2730631.1 |
 GB1706|---------------------------------------------------------------------|
 GB1706
 GB1706                          SUPERSEDED SURVEY CONTROL
 GB1706
 GB1706  NAD 83(1995)-  36 07 47.47376(N)    085 21 25.01699(W) AD(       ) 2
 GB1706  NAD 83(1995)-  36 07 47.47676(N)    085 21 25.01814(W) AD(       ) 2
 GB1706  NAD 83(1986)-  36 07 47.48338(N)    085 21 25.01728(W) AD(       ) 2
 GB1706  NAD 27      -  36 07 47.25650(N)    085 21 25.10630(W) AD(       ) 2
 GB1706  NGVD 29 (??/??/92)  555.962  (m)         1824.02   (f) ADJ UNCH    2 0
 GB1706
 GB1706.Superseded values are not recommended for survey control.
 GB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1706.See file dsdata.txt to determine how the superseded data were derived.
 GB1706
 GB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE4784799601(NAD 83)
 GB1706_MARKER: DE = TRAVERSE STATION DISK
 GB1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1706_STAMPING: CONLEY 1960
 GB1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1706+STABILITY: SURFACE MOTION
 GB1706
 GB1706  HISTORY     - Date     Condition        Report By
 GB1706  HISTORY     - 1960     MONUMENTED       CGS
 GB1706  HISTORY     - 1960     GOOD             CGS
 GB1706
 GB1706                          STATION DESCRIPTION
 GB1706
 GB1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1706'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF MONTEREY AND ON
 GB1706'PROPERTY OWNED BY MR. WADE CONLEY.
 GB1706'
 GB1706'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 N AND
 GB1706'STATE HIGHWAY 84 IN THE SOUTHWEST PART OF MONTEREY, GO WEST ON U. S.
 GB1706'HIGHWAY 70 N FOR 4.4 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN
 GB1706'SAND INC., TURN RIGHT, NORTHWEST, FOR 0.2 MILE TO A SIDE ROAD ON
 GB1706'THE RIGHT, TURN RIGHT, WESTERLY, FOR 0.7 MILE TO THE AZIMUTH MARK ON
 GB1706'THE RIGHT, CONTINUE STRAIGHT AHEAD, SOUTHWEST, FOR 0.15 MILE TO
 GB1706'THE STATION ON THE RIGHT.
 GB1706'
 GB1706'STATION MARK IS 39 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 2.8
 GB1706'FEET SOUTHEAST OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK
 GB1706'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CONLEY 1960.
 GB1706'
 GB1706'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF THE PAVED ROAD
 GB1706'AND 5 FEET EAST OF A POWERLINE POLE.  THE MARK IS A STANDARD DISK
 GB1706'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CONLEY NO 1 1960.
 GB1706'
 GB1706'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF THE PAVED
 GB1706'ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET
 GB1706'FLUSH, AND IS STAMPED CONLEY NO 2 1960.
 GB1706'
 GB1706'AZIMUTH MARK IS 41 FEET NORTH OF A POWERLINE POLE, 18 FEET WEST OF
 GB1706'THE CENTER OF THE PAVED ROAD AND 1.8 FEET NORTH OF A WITNESS
 GB1706'SIGN.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 GB1706'AND IS STAMPED CONLEY 1960.
 GB1706'
 GB1706'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 GB1706
 GB1706                          STATION RECOVERY (1960)
 GB1706
 GB1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1706'5.8 MI W FROM MONTEREY.
 GB1706'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1706'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1706'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1706'0.85 MILE WEST ON A PAVED ROAD.  THE STATION MARK IS 39 FT. NORTH
 GB1706'OF THE CENTER OF THE PAVED ROAD AND 2.8 FT. SOUTHEAST OF A
 GB1706'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1706'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1708 ***********************************************************************
 GB1708  DESIGNATION -  CONLEY AZ MK
 GB1708  PID         -  GB1708
 GB1708  STATE/COUNTY-  TN/PUTNAM
 GB1708  USGS QUAD   -  MONTEREY (1981)
 GB1708
 GB1708                         *CURRENT SURVEY CONTROL
 GB1708  ___________________________________________________________________
 GB1708* NAD 83(1986)-  36 07 53.     (N)    085 21 21.     (W)     SCALED    
 GB1708* NAVD 88     -       557.284  (meters)    1828.36   (feet)  ADJUSTED  
 GB1708  ___________________________________________________________________
 GB1708  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB1708  DYNAMIC HT  -         556.772 (meters)    1826.68  (feet)  COMP
 GB1708  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 GB1708
 GB1708  VERT ORDER  -  SECOND    CLASS 0
 GB1708
 GB1708.The horizontal coordinates were scaled from a topographic map and have
 GB1708.an estimated accuracy of +/- 6 seconds.
 GB1708
 GB1708.The orthometric height was determined by differential leveling
 GB1708.and adjusted by the National Geodetic Survey in June 1991..
 GB1708
 GB1708.The geoid height was determined by GEOID03.
 GB1708
 GB1708.The dynamic height is computed by dividing the NAVD 88
 GB1708.geopotential number by the normal gravity value computed on the
 GB1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1708.degrees latitude (g = 980.6199 gals.).
 GB1708
 GB1708.The modeled gravity was interpolated from observed gravity values.
 GB1708
 GB1708;                    North         East    Units  Estimated Accuracy
 GB1708;SPC TN       -   199,690.      657,980.      MT  (+/- 180 meters Scaled)
 GB1708
 GB1708                          SUPERSEDED SURVEY CONTROL
 GB1708
 GB1708  NGVD 29 (??/??/92)  557.319  (m)         1828.47   (f) ADJ UNCH    2 0
 GB1708
 GB1708.Superseded values are not recommended for survey control.
 GB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1708.See file dsdata.txt to determine how the superseded data were derived.
 GB1708
 GB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE479997(NAD 83)
 GB1708_MARKER: DZ = AZIMUTH MARK DISK
 GB1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1708_STAMPING: CONLEY 1960
 GB1708_MARK LOGO: CGS   
 GB1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1708+STABILITY: SURFACE MOTION
 GB1708
 GB1708  HISTORY     - Date     Condition        Report By
 GB1708  HISTORY     - 1960     MONUMENTED       CGS
 GB1708
 GB1708                          STATION DESCRIPTION
 GB1708
 GB1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1708'5.6 MI W FROM MONTEREY.
 GB1708'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1708'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1708'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1708'0.7 MILE WEST ON A PAVED ROAD.  THE AZIMUTH MARK IS 41 FT. NORTH
 GB1708'OF A POWER LINE POLE, 18 FT. WEST OF THE CENTER OF THE PAVED ROAD
 GB1708'AND 1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1708'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1707 ***********************************************************************
 GB1707  DESIGNATION -  CONLEY RM 1
 GB1707  PID         -  GB1707
 GB1707  STATE/COUNTY-  TN/PUTNAM
 GB1707  USGS QUAD   -  MONTEREY (1981)
 GB1707
 GB1707                         *CURRENT SURVEY CONTROL
 GB1707  ___________________________________________________________________
 GB1707* NAD 83(1986)-  36 07 47.     (N)    085 21 25.     (W)     SCALED    
 GB1707* NAVD 88     -       558.029  (meters)    1830.80   (feet)  ADJUSTED  
 GB1707  ___________________________________________________________________
 GB1707  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1707  DYNAMIC HT  -         557.517 (meters)    1829.12  (feet)  COMP
 GB1707  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB1707
 GB1707  VERT ORDER  -  SECOND    CLASS 0
 GB1707
 GB1707.The horizontal coordinates were scaled from a topographic map and have
 GB1707.an estimated accuracy of +/- 6 seconds.
 GB1707
 GB1707.The orthometric height was determined by differential leveling
 GB1707.and adjusted by the National Geodetic Survey in June 1991..
 GB1707
 GB1707.The geoid height was determined by GEOID03.
 GB1707
 GB1707.The dynamic height is computed by dividing the NAVD 88
 GB1707.geopotential number by the normal gravity value computed on the
 GB1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1707.degrees latitude (g = 980.6199 gals.).
 GB1707
 GB1707.The modeled gravity was interpolated from observed gravity values.
 GB1707
 GB1707;                    North         East    Units  Estimated Accuracy
 GB1707;SPC TN       -   199,500.      657,880.      MT  (+/- 180 meters Scaled)
 GB1707
 GB1707                          SUPERSEDED SURVEY CONTROL
 GB1707
 GB1707  NGVD 29 (??/??/92)  558.065  (m)         1830.92   (f) ADJ UNCH    2 0
 GB1707
 GB1707.Superseded values are not recommended for survey control.
 GB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1707.See file dsdata.txt to determine how the superseded data were derived.
 GB1707
 GB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE478995(NAD 83)
 GB1707_MARKER: DR = REFERENCE MARK DISK
 GB1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1707_STAMPING: CONLEY NO 1 1960
 GB1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1707+STABILITY: SURFACE MOTION
 GB1707
 GB1707  HISTORY     - Date     Condition        Report By
 GB1707  HISTORY     - 1960     MONUMENTED       CGS
 GB1707
 GB1707                          STATION DESCRIPTION
 GB1707
 GB1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1707'5.8 MI W FROM MONTEREY.
 GB1707'THIS MARK IS LOCATED AT THE CONLEY 1960 STATION SITE, 81.5 FT.
 GB1707'SOUTHEAST OF THE STATION MARK, 33 FT. SOUTH OF THE CENTER OF THE
 GB1707'PAVED ROAD AND 2.8 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS
 GB1707'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 GB1707'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1705 ***********************************************************************
 GB1705  DESIGNATION -  CONLEY RM 2
 GB1705  PID         -  GB1705
 GB1705  STATE/COUNTY-  TN/PUTNAM
 GB1705  USGS QUAD   -  MONTEREY (1981)
 GB1705
 GB1705                         *CURRENT SURVEY CONTROL
 GB1705  ___________________________________________________________________
 GB1705* NAD 83(1986)-  36 07 47.     (N)    085 21 25.     (W)     SCALED    
 GB1705* NAVD 88     -       556.056  (meters)    1824.33   (feet)  ADJUSTED  
 GB1705  ___________________________________________________________________
 GB1705  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1705  DYNAMIC HT  -         555.546 (meters)    1822.65  (feet)  COMP
 GB1705  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB1705
 GB1705  VERT ORDER  -  SECOND    CLASS 0
 GB1705
 GB1705.The horizontal coordinates were scaled from a topographic map and have
 GB1705.an estimated accuracy of +/- 6 seconds.
 GB1705
 GB1705.The orthometric height was determined by differential leveling
 GB1705.and adjusted by the National Geodetic Survey in June 1991..
 GB1705
 GB1705.The geoid height was determined by GEOID03.
 GB1705
 GB1705.The dynamic height is computed by dividing the NAVD 88
 GB1705.geopotential number by the normal gravity value computed on the
 GB1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1705.degrees latitude (g = 980.6199 gals.).
 GB1705
 GB1705.The modeled gravity was interpolated from observed gravity values.
 GB1705
 GB1705;                    North         East    Units  Estimated Accuracy
 GB1705;SPC TN       -   199,500.      657,880.      MT  (+/- 180 meters Scaled)
 GB1705
 GB1705                          SUPERSEDED SURVEY CONTROL
 GB1705
 GB1705  NGVD 29 (??/??/92)  556.092  (m)         1824.45   (f) ADJ UNCH    2 0
 GB1705
 GB1705.Superseded values are not recommended for survey control.
 GB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1705.See file dsdata.txt to determine how the superseded data were derived.
 GB1705
 GB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE478995(NAD 83)
 GB1705_MARKER: DR = REFERENCE MARK DISK
 GB1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1705_STAMPING: CONLEY NO 2 1960
 GB1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1705+STABILITY: SURFACE MOTION
 GB1705
 GB1705  HISTORY     - Date     Condition        Report By
 GB1705  HISTORY     - 1960     MONUMENTED       CGS
 GB1705
 GB1705                          STATION DESCRIPTION
 GB1705
 GB1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1705'5.8 MI W FROM MONTEREY.
 GB1705'THIS MARK IS LOCATED AT THE CONLEY 1960 STATION SITE, 78 FT. WEST
 GB1705'OF THE STATION MARK, 24 FT. NORTH OF THE CENTER OF THE PAVED
 GB1705'ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1705'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0431 ***********************************************************************
 FF0431  DESIGNATION -  CONNAH
 FF0431  PID         -  FF0431
 FF0431  STATE/COUNTY-  TN/SHELBY
 FF0431  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0431
 FF0431                         *CURRENT SURVEY CONTROL
 FF0431  ___________________________________________________________________
 FF0431* NAD 83(1995)-  35 04 36.68331(N)    090 03 29.23287(W)     ADJUSTED  
 FF0431* NAVD 88     -        73.595  (meters)     241.45   (feet)  ADJUSTED  
 FF0431  ___________________________________________________________________
 FF0431  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF0431  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0431  DYNAMIC HT  -          73.527 (meters)     241.23  (feet)  COMP
 FF0431  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FF0431
 FF0431  HORZ ORDER  -  SECOND
 FF0431  VERT ORDER  -  FIRST     CLASS I
 FF0431
 FF0431.The horizontal coordinates were established by classical geodetic methods
 FF0431.and adjusted by the National Geodetic Survey in April 1999..
 FF0431
 FF0431.The orthometric height was determined by differential leveling
 FF0431.and adjusted by the National Geodetic Survey in July 1994..
 FF0431.WARNING-Repeat measurements at this control monument indicate possible
 FF0431.vertical movement.
 FF0431
 FF0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0431
 FF0431.The geoid height was determined by GEOID03.
 FF0431
 FF0431.The dynamic height is computed by dividing the NAVD 88
 FF0431.geopotential number by the normal gravity value computed on the
 FF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0431.degrees latitude (g = 980.6199 gals.).
 FF0431
 FF0431.The modeled gravity was interpolated from observed gravity values.
 FF0431
 FF0431;                    North         East     Units Scale Factor Converg.
 FF0431;SPC TN       -    90,167.620   229,981.430   MT  1.00003507   -2 22 32.8
 FF0431;SPC TN       -   295,824.93    754,530.74   sFT  1.00003507   -2 22 32.8
 FF0431;SPC AR N     -    84,234.113   577,088.808   MT  0.99997488   +1 07 47.9
 FF0431;SPC AR N     -   276,358.09  1,893,332.20   sFT  0.99997488   +1 07 47.9
 FF0431;UTM  15      - 3,885,525.743   768,240.482   MT  1.00048687   +1 41 29.9
 FF0431;UTM  16      - 3,885,845.056   221,157.339   MT  1.00055838   -1 45 30.8
 FF0431
 FF0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0431!SPC TN       -   0.99999273  x   1.00003507  =   1.00002780
 FF0431!SPC AR N     -   0.99999273  x   0.99997488  =   0.99996761
 FF0431!UTM  15      -   0.99999273  x   1.00048687  =   1.00047960
 FF0431!UTM  16      -   0.99999273  x   1.00055838  =   1.00055111
 FF0431
 FF0431|---------------------------------------------------------------------|
 FF0431| PID    Reference Object                     Distance      Geod. Az  |
 FF0431|                                                           dddmmss.s |
 FF0431| FF0433 CONNAH RM 1                          11.121 METERS 01310     |
 FF0431| FF0430 CONNAH RM 2                          10.728 METERS 10510     |
 FF0431| FF0434 TS K 1                              APPROX. 1.0 KM 2773438.5 |
 FF0431|---------------------------------------------------------------------|
 FF0431
 FF0431                          SUPERSEDED SURVEY CONTROL
 FF0431
 FF0431  NAD 83(1995)-  35 04 36.68544(N)    090 03 29.23260(W) AD(       ) 2
 FF0431  NAD 83(1995)-  35 04 36.68933(N)    090 03 29.23299(W) AD(       ) 2
 FF0431  NAD 83(1986)-  35 04 36.69331(N)    090 03 29.23406(W) AD(       ) 2
 FF0431  NAD 27      -  35 04 36.36370(N)    090 03 28.90050(W) AD(       ) 2
 FF0431  NAVD 88 (06/15/91)   73.598  (m)          241.46   (f) UNKNOWN     1 1
 FF0431  NGVD 29 (??/??/??)   73.576  (m)          241.39   (f) ADJUSTED    1 1
 FF0431
 FF0431.Superseded values are not recommended for survey control.
 FF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0431.See file dsdata.txt to determine how the superseded data were derived.
 FF0431
 FF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6824085526(NAD 83)
 FF0431_MARKER: DS = TRIANGULATION STATION DISK
 FF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0431_SP_SET: CONCRETE POST
 FF0431_STAMPING: CONNAH 1956
 FF0431_MARK LOGO: CGS   
 FF0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0431+STABILITY: SURFACE MOTION
 FF0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0431+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0431
 FF0431  HISTORY     - Date     Condition        Report By
 FF0431  HISTORY     - 1959     MONUMENTED       CGS
 FF0431  HISTORY     - 1959     GOOD             CGS
 FF0431  HISTORY     - 1974     GOOD             NGS
 FF0431  HISTORY     - 1976     GOOD             NGS
 FF0431  HISTORY     - 19911112 GOOD             NGS
 FF0431  HISTORY     - 19950311 GOOD             TN1620
 FF0431  HISTORY     - 20021028 GOOD             USACE
 FF0431
 FF0431                          STATION DESCRIPTION
 FF0431
 FF0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0431'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF THE DOWNTOWN
 FF0431'SECTION OF MEMPHIS, 5.0 MILES NORTH-NORTHWEST OF WHITEHAVEN,
 FF0431'0.05 MILE NORTH OF NONCONNAH CREEK, AND ABOUT 200 FEET EAST
 FF0431'OF THE EAST EDGE OF THE NONCONNAH CREEK PUMPING STATION.  IT IS
 FF0431'ON THE TOP OF A LEVEE AND IS 100 FEET WEST OF THE APPROXIMATE
 FF0431'CENTER OF U.S. HIGHWAY 61, 48 FEET SOUTH OF A PAVED ROAD AND 27
 FF0431'FEET SOUTH OF THE SOUTHEAST EDGE OF A SIGN NONCONNAH CREEK
 FF0431'PUMPING STATION.
 FF0431'
 FF0431'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0431'CONNAH 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0431'MONUMENT THAT IS FLUSH WITH THE GROUND.
 FF0431'
 FF0431'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0431'DISK STAMPED CONNAH 1959 IS SET ABOUT 30 INCHES BELOW THE
 FF0431'SURFACE OF THE GROUND.
 FF0431'
 FF0431'REFERENCE MARK 1, A STANDARD DISK STAMPED CONNAH NO 1 1959,
 FF0431'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0431'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 12
 FF0431'FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 1
 FF0431'FOOT NORTHWEST OF THE NORTHWEST CORNER OF A SIGN.
 FF0431'
 FF0431'REFERENCE MARK 2, A STANDARD DISK STAMPED CONNAH NO 2 1959,
 FF0431'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FF0431'SET FLUSH WITH THE GROUND.  IT IS 65 FEET WEST OF THE APPROXIMATE
 FF0431'CENTER OF U.S. HIGHWAY 61 AND 35 FEET SOUTHEAST OF THE SOUTHEAST
 FF0431'EDGE OF A SIGN.
 FF0431'
 FF0431'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 FF0431'
 FF0431'TRIANGULATION STATION TS KL CAN BE USED FOR AN AZIMUTH.
 FF0431
 FF0431                          STATION RECOVERY (1959)
 FF0431
 FF0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0431'0.2 MI S FROM MEMPHIS.
 FF0431'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0431'FROM INTERSTATE 55 UNDERPASS AT MEMPHIS, 241 FEET EAST OF THE
 FF0431'EAST WALL OF THE NONCONNAH PUMPING STATION, 76 FEET WEST OF THE
 FF0431'WEST CONCRETE CURBLINE OF THE WEST LANE OF U.S. HIGHWAY 61,
 FF0431'68 FEET WEST OF A CHAIN LINK FENCE, 22 FEET SOUTH OF THE
 FF0431'CENTER LINE OF A NARROW ASPHALT ROAD, ON TOP OF A NARROW DIRT
 FF0431'LEVEE, 4 FEET ABOVE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 FF0431'CONCRETE POST FLUSH WITH THE GROUND.
 FF0431
 FF0431                          STATION RECOVERY (1974)
 FF0431
 FF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 FF0431'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF0431'
 FF0431'RM 1 AND RM 2 WAS NOT RECOVERED AT THIS TIME.
 FF0431'
 FF0431'TRIANGULATION STATION TS K1 WAS NOT VISITED BY THIS PARTY.
 FF0431'
 FF0431'THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE AS
 FF0431'DESCRIBED IN QUAD 350902 STATION 1012 DATED OCTOBER 1959.
 FF0431'
 FF0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0431'ABOUT 5 MILES SOUTH OF THE DOWNTOWN SECTION OF MEMPHIS.
 FF0431
 FF0431                          STATION RECOVERY (1976)
 FF0431
 FF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0431'RECOVERED IN GOOD CONDITION.
 FF0431
 FF0431                          STATION RECOVERY (1991)
 FF0431
 FF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0431'0.3 KM (0.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0431'INTERSTATE HIGHWAY 55 IN MEMPHIS, 73.4 M (240.8 FT) EAST OF THE EAST
 FF0431'FACE OF THE NONCONNAH CREEK PUMPING STATION, 30.7 M (100.7 FT) WEST
 FF0431'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 18.2 M
 FF0431'(59.7 FT) NORTHWEST OF A UTILITY POLE, 6.0 M (19.7 FT) SOUTH OF THE
 FF0431'CENTER OF THE PUMPING STATION ENTRANCE ROAD, 1.3 M (4.3 FT) ABOVE THE
 FF0431'LEVEL OF THE HIGHWAY, AND NEAR THE CENTER OF THREE METAL PIPES.
 FF0431
 FF0431                          STATION RECOVERY (1995)
 FF0431
 FF0431'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0431'RECOVERED IN GOOD CONDITION.
 FF0431
 FF0431                          STATION RECOVERY (2002)
 FF0431
 FF0431'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0431'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0433 ***********************************************************************
 FF0433  DESIGNATION -  CONNAH RM 1
 FF0433  PID         -  FF0433
 FF0433  STATE/COUNTY-  TN/SHELBY
 FF0433  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0433
 FF0433                         *CURRENT SURVEY CONTROL
 FF0433  ___________________________________________________________________
 FF0433* NAD 83(1986)-  35 04 36.     (N)    090 03 28.     (W)     SCALED    
 FF0433* NAVD 88     -        72.276  (meters)     237.13   (feet)  ADJUSTED  
 FF0433  ___________________________________________________________________
 FF0433  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0433  DYNAMIC HT  -          72.210 (meters)     236.91  (feet)  COMP
 FF0433  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FF0433
 FF0433  VERT ORDER  -  SECOND    CLASS 0
 FF0433
 FF0433.The horizontal coordinates were scaled from a topographic map and have
 FF0433.an estimated accuracy of +/- 6 seconds.
 FF0433
 FF0433.The orthometric height was determined by differential leveling
 FF0433.and adjusted by the National Geodetic Survey in June 1991..
 FF0433
 FF0433.The geoid height was determined by GEOID03.
 FF0433
 FF0433.The dynamic height is computed by dividing the NAVD 88
 FF0433.geopotential number by the normal gravity value computed on the
 FF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0433.degrees latitude (g = 980.6199 gals.).
 FF0433
 FF0433.The modeled gravity was interpolated from observed gravity values.
 FF0433
 FF0433;                    North         East    Units  Estimated Accuracy
 FF0433;SPC TN       -    90,150.      230,010.      MT  (+/- 180 meters Scaled)
 FF0433
 FF0433                          SUPERSEDED SURVEY CONTROL
 FF0433
 FF0433  NGVD 29 (??/??/??)   72.245  (m)          237.02   (f) ADJUSTED    2 0
 FF0433
 FF0433.Superseded values are not recommended for survey control.
 FF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0433.See file dsdata.txt to determine how the superseded data were derived.
 FF0433
 FF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU682855(NAD 83)
 FF0433_MARKER: DR = REFERENCE MARK DISK
 FF0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0433_STAMPING: CONNAH NO 1 1959
 FF0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0433+STABILITY: SURFACE MOTION
 FF0433
 FF0433  HISTORY     - Date     Condition        Report By
 FF0433  HISTORY     - 1959     MONUMENTED       CGS
 FF0433  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0433
 FF0433                          STATION DESCRIPTION
 FF0433
 FF0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0433'IN MEMPHIS.
 FF0433'THIS MARK IS LOCATED AT THE STATION SITE, 36.5 FT. NORTH OF THE
 FF0433'STATION MARK, 12 FT. SOUTH OF THE CENTER OF A PAVED ROAD, 1 FT.
 FF0433'NORTHWEST OF THE NORTHWEST CORNER OF A SIGN, A DISK SET IN TOP
 FF0433'OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0433
 FF0433                          STATION RECOVERY (1974)
 FF0433
 FF0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0430 ***********************************************************************
 FF0430  DESIGNATION -  CONNAH RM 2
 FF0430  PID         -  FF0430
 FF0430  STATE/COUNTY-  TN/SHELBY
 FF0430  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0430
 FF0430                         *CURRENT SURVEY CONTROL
 FF0430  ___________________________________________________________________
 FF0430* NAD 83(1986)-  35 04 36.     (N)    090 03 28.     (W)     SCALED    
 FF0430* NAVD 88     -        73.511  (meters)     241.18   (feet)  ADJUSTED  
 FF0430  ___________________________________________________________________
 FF0430  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0430  DYNAMIC HT  -          73.444 (meters)     240.96  (feet)  COMP
 FF0430  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FF0430
 FF0430  VERT ORDER  -  SECOND    CLASS 0
 FF0430
 FF0430.The horizontal coordinates were scaled from a topographic map and have
 FF0430.an estimated accuracy of +/- 6 seconds.
 FF0430
 FF0430.The orthometric height was determined by differential leveling
 FF0430.and adjusted by the National Geodetic Survey in June 1991..
 FF0430
 FF0430.The geoid height was determined by GEOID03.
 FF0430
 FF0430.The dynamic height is computed by dividing the NAVD 88
 FF0430.geopotential number by the normal gravity value computed on the
 FF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0430.degrees latitude (g = 980.6199 gals.).
 FF0430
 FF0430.The modeled gravity was interpolated from observed gravity values.
 FF0430
 FF0430;                    North         East    Units  Estimated Accuracy
 FF0430;SPC TN       -    90,150.      230,010.      MT  (+/- 180 meters Scaled)
 FF0430
 FF0430                          SUPERSEDED SURVEY CONTROL
 FF0430
 FF0430  NGVD 29 (??/??/??)   73.479  (m)          241.07   (f) ADJUSTED    2 0
 FF0430
 FF0430.Superseded values are not recommended for survey control.
 FF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0430.See file dsdata.txt to determine how the superseded data were derived.
 FF0430
 FF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU682855(NAD 83)
 FF0430_MARKER: DR = REFERENCE MARK DISK
 FF0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0430_STAMPING: CONNAH NO 2 1959
 FF0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0430+STABILITY: SURFACE MOTION
 FF0430
 FF0430  HISTORY     - Date     Condition        Report By
 FF0430  HISTORY     - 1959     MONUMENTED       CGS
 FF0430  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0430
 FF0430                          STATION DESCRIPTION
 FF0430
 FF0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0430'IN MEMPHIS.
 FF0430'THIS MARK IS LOCATED AT THE STATION SITE, 35.2 FT. EAST OF THE
 FF0430'STATION MARK, 65 FT. WEST OF THE CENTER OF U.S. HIGHWAY 61, 35
 FF0430'FT. SOUTHEAST OF THE SOUTHEAST EDGE OF A SIGN, A DISK SET IN
 FF0430'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FF0430
 FF0430                          STATION RECOVERY (1974)
 FF0430
 FF0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2444 ***********************************************************************
 FE2444  DESIGNATION -  CONNER
 FE2444  PID         -  FE2444
 FE2444  STATE/COUNTY-  TN/LAUDERDALE
 FE2444  USGS QUAD   -  DURHAMVILLE (1981)
 FE2444
 FE2444                         *CURRENT SURVEY CONTROL
 FE2444  ___________________________________________________________________
 FE2444* NAD 83(1995)-  35 43 50.32317(N)    089 27 29.39395(W)     ADJUSTED  
 FE2444* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 FE2444  ___________________________________________________________________
 FE2444  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FE2444  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2444
 FE2444  HORZ ORDER  -  THIRD
 FE2444
 FE2444.The horizontal coordinates were established by classical geodetic methods
 FE2444.and adjusted by the National Geodetic Survey in April 1999..
 FE2444
 FE2444.The orthometric height was scaled from a topographic map.
 FE2444
 FE2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2444
 FE2444.The geoid height was determined by GEOID03.
 FE2444
 FE2444;                    North         East     Units Scale Factor Converg.
 FE2444;SPC TN       -   160,556.865   287,222.982   MT  0.99995002   -2 01 28.4
 FE2444;SPC TN       -   526,760.31    942,330.73   sFT  0.99995002   -2 01 28.4
 FE2444;UTM  16      - 3,956,859.811   277,678.629   MT  1.00020911   -1 26 09.9
 FE2444
 FE2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2444!SPC TN       -   0.99998143  x   0.99995002  =   0.99993145
 FE2444!UTM  16      -   0.99998143  x   1.00020911  =   1.00019053
 FE2444
 FE2444|---------------------------------------------------------------------|
 FE2444| PID    Reference Object                     Distance      Geod. Az  |
 FE2444|                                                           dddmmss.s |
 FE2444| CG3833 CONNER RM 1                           9.548 METERS 02526     |
 FE2444| CG3832 CONNER AZ MK                                       1313453.9 |
 FE2444| CG3834 CONNER RM 2                           7.977 METERS 19516     |
 FE2444| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 6.6 KM 2842006.7 |
 FE2444|---------------------------------------------------------------------|
 FE2444
 FE2444                          SUPERSEDED SURVEY CONTROL
 FE2444
 FE2444  NAD 83(1995)-  35 43 50.32912(N)    089 27 29.39539(W) AD(       ) 3
 FE2444  NAD 83(1986)-  35 43 50.33418(N)    089 27 29.39475(W) AD(       ) 3
 FE2444  NAD 27      -  35 43 50.05420(N)    089 27 29.12920(W) AD(       ) 3
 FE2444
 FE2444.Superseded values are not recommended for survey control.
 FE2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2444.See file dsdata.txt to determine how the superseded data were derived.
 FE2444
 FE2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7767956860(NAD 83)
 FE2444_MARKER: DS = TRIANGULATION STATION DISK
 FE2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2444
 FE2444  HISTORY     - Date     Condition        Report By
 FE2444  HISTORY     - 1958     MONUMENTED       CGS
 FE2444
 FE2444                          STATION DESCRIPTION
 FE2444
 FE2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2444'THE STATION IS ABOUT 4 MILES EAST OF RIPLEY AND 3.5 MILES NORTHWEST
 FE2444'OF THE VILLAGE OF NUTBUSH ON A HIGH HILL. IT IS ON PROPERTY OWNED
 FE2444'BY MR. ROGER BELTON. IT IS 58 FEET SOUTH OF A 16 INCH CEDAR TREE, 54
 FE2444'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 9 FEET SOUTHEAST OF A
 FE2444'POWER LINE POLE, 4 FEET NORTHWEST OF A WHITE WITNESS POST AND 4 FEET
 FE2444'WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2444'STAMPED CONNER 1958.
 FE2444'
 FE2444'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2444'SQUARE IN RIPLEY, GO EAST ON STATE HIGHWAY 19 FOR 4.7 MILES TO A
 FE2444'GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON THE GRAVELED ROAD
 FE2444'FOR 1.35 MILES TO A GRAVELED CROSSROAD*. CONTINUE STRAIGHT AHEAD
 FE2444'(NORTH) ON A GRADED DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE
 FE2444'RIGHT.
 FE2444'
 FE2444'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE GRAVELED
 FE2444'ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT, SOUTH SIDE OF THE
 FE2444'ROAD.
 FE2444'
 FE2444'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE 16 INCH CEDAR TREE, 61 FEET
 FE2444'EAST OF THE CENTERLINE OF A DIRT ROAD, 30 FEET NORTH OF A WHITE
 FE2444'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH
 FE2444'AND THE DISK IS STAMPED CONNER NO 1 1958.
 FE2444'
 FE2444'REFERENCE MARK 2 IS 48 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 FE2444'26 FEET SOUTH OF A WHITE WITNESS POST, 19 FEET NORTH OF A FENCE
 FE2444'CORNER AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2444'DISK IS STAMPED CONNER NO 2 1958.
 FE2444'
 FE2444'THE AZIMUTH MARK IS 64 FEET SOUTH OF A 50 INCH OAK TREE, 20 FEET
 FE2444'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT NORTH OF A
 FE2444'WIRE FENCE AND 2 FEET WEST OF A WHITE WITNESS POST. THE MONUMENT
 FE2444'PROJECTS 3 INCHES AND THE DISK IS STAMPED CONNER 1958.
 FE2444'
 FE2444'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2530 ***********************************************************************
 GA2530  DESIGNATION -  COOK
 GA2530  PID         -  GA2530
 GA2530  STATE/COUNTY-  TN/UNION
 GA2530  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2530
 GA2530                         *CURRENT SURVEY CONTROL
 GA2530  ___________________________________________________________________
 GA2530* NAD 83(1995)-  36 16 29.52719(N)    083 45 55.60917(W)     ADJUSTED  
 GA2530* NAVD 88     -       496.428  (meters)    1628.70   (feet)  ADJUSTED  
 GA2530  ___________________________________________________________________
 GA2530  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GA2530  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2530  DYNAMIC HT  -         495.970 (meters)    1627.19  (feet)  COMP
 GA2530  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA2530
 GA2530  HORZ ORDER  -  SECOND
 GA2530  VERT ORDER  -  SECOND    CLASS 0
 GA2530
 GA2530.The horizontal coordinates were established by classical geodetic methods
 GA2530.and adjusted by the National Geodetic Survey in April 1999..
 GA2530
 GA2530.The orthometric height was determined by differential leveling
 GA2530.and adjusted by the National Geodetic Survey in June 1991..
 GA2530
 GA2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2530
 GA2530.The geoid height was determined by GEOID03.
 GA2530
 GA2530.The dynamic height is computed by dividing the NAVD 88
 GA2530.geopotential number by the normal gravity value computed on the
 GA2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2530.degrees latitude (g = 980.6199 gals.).
 GA2530
 GA2530.The modeled gravity was interpolated from observed gravity values.
 GA2530
 GA2530;                    North         East     Units Scale Factor Converg.
 GA2530;SPC TN       -   217,706.098   800,752.185   MT  0.99997792   +1 18 29.5
 GA2530;SPC TN       -   714,257.42  2,627,134.46   sFT  0.99997792   +1 18 29.5
 GA2530;UTM  17      - 4,017,984.566   251,595.457   MT  1.00036034   -1 38 13.3
 GA2530
 GA2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2530!SPC TN       -   0.99992691  x   0.99997792  =   0.99990483
 GA2530!UTM  17      -   0.99992691  x   1.00036034  =   1.00028723
 GA2530
 GA2530|---------------------------------------------------------------------|
 GA2530| PID    Reference Object                     Distance      Geod. Az  |
 GA2530|                                                           dddmmss.s |
 GA2530| GA2532 COOK RM 1                            21.197 METERS 03024     |
 GA2530| GA2531 COOK RM 2                            21.098 METERS 15854     |
 GA2530| GA2535 COOK AZ MK                                         2055109.2 |
 GA2530| GA2537 MONROE                              APPROX. 4.1 KM 2210827.2 |
 GA2530|---------------------------------------------------------------------|
 GA2530
 GA2530                          SUPERSEDED SURVEY CONTROL
 GA2530
 GA2530  NAD 83(1995)-  36 16 29.53133(N)    083 45 55.61081(W) AD(       ) 2
 GA2530  NAD 83(1995)-  36 16 29.53195(N)    083 45 55.60832(W) AD(       ) 2
 GA2530  NAD 83(1995)-  36 16 29.53504(N)    083 45 55.61038(W) AD(       ) 2
 GA2530  NAD 83(1986)-  36 16 29.53849(N)    083 45 55.60921(W) AD(       ) 2
 GA2530  NAD 27      -  36 16 29.24762(N)    083 45 55.93565(W) AD(       ) 2
 GA2530  NGVD 29 (??/??/92)  496.494  (m)         1628.91   (f) ADJ UNCH    2 0
 GA2530
 GA2530.Superseded values are not recommended for survey control.
 GA2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2530.See file dsdata.txt to determine how the superseded data were derived.
 GA2530
 GA2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5159517985(NAD 83)
 GA2530_MARKER: DD = SURVEY DISK
 GA2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2530_STAMPING: COOK 1964
 GA2530_MARK LOGO: TNHD  
 GA2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2530+STABILITY: SURFACE MOTION
 GA2530
 GA2530  HISTORY     - Date     Condition        Report By
 GA2530  HISTORY     - 1964     MONUMENTED       TNHD
 GA2530  HISTORY     - 1964     GOOD             TNHD
 GA2530  HISTORY     - 1980     GOOD             NGS
 GA2530
 GA2530                          STATION DESCRIPTION
 GA2530
 GA2530'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2530'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MAYNARDVILLE.
 GA2530'
 GA2530'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 1.3
 GA2530'MILES NORTHEAST ON
 GA2530'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, * CONTINUE
 GA2530'STRAIGHT AHEAD AND GO 1.4 MILES
 GA2530'NORTHEAST ON STATE ROUTE 33 TO THE
 GA2530'STATION ON THE RIGHT ABOUT 200 FEET EAST OF THE
 GA2530'ROAD ON THE WEST SIDE
 GA2530'OF A WOODED HILL.
 GA2530'
 GA2530'THE STATION 35 FEET EAST OF A 9-INCH OAK TREE, 14 FEET NORTHEAST OF A
 GA2530'21-INCH TREE STUMP
 GA2530'AND 3.5 FEET WEST OF A WITNESS POST.  THE SURFACE
 GA2530'AND UNDERGROUND MARKS ARE STANDARD
 GA2530'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA2530'AND THE DISKS ARE STAMPED COOK 1964.  THE UNDERGROUND
 GA2530'MARK IS ABOUT 30
 GA2530'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GA2530'SQUARE, FLUSH,
 GA2530'CONCRETE MONUMENT.
 GA2530'
 GA2530'REFERENCE MARK NO. 1 IS 14 FEET WEST OF A 16-INCH TREE STUMP AND 5
 GA2530'FEET EAST OF THE
 GA2530'APPROXIMATE CENTER OF A TRACK ROAD.  IT IS A STANDARD
 GA2530'TENNESSEE HIGHWAY
 GA2530'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2530'CONCRETE MONUMENT AND THE DISK IS
 GA2530'STAMPED COOK RM-1 1964.
 GA2530'
 GA2530'REFERENCE MARK NO. 2 IS 55 FEET EAST OF A 20-INCH OAK TREE, 31 FEET
 GA2530'NORTH OF A
 GA2530'TWIN-TRUNKED 36-INCH OAK TREE AND 15 FEET NORTHWEST OF A 12-INCH
 GA2530'HICKORY TREE.  IT IS A
 GA2530'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2530'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2530'MONUMENT AND THE DISK IS STAMPED
 GA2530'COOK RM-2 1964.
 GA2530'
 GA2530'THE AZIMUTH MARK IS 35 FEET EAST OF A FENCE CORNER, 17 FEET NORTH OF
 GA2530'THE APPROXIMATE
 GA2530'CENTER OF A PAVED ROAD AND 2 FEET WEST OF A FENCE POST.
 GA2530'IT IS A STANDARD TENNESSEE
 GA2530'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2530'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2530'IS STAMPED COOK AZI
 GA2530'1964.
 GA2530'
 GA2530'TO REACH THE AZIMUTH MARK, * TURN RIGHT AND GO 0.25 MILE EAST TO THE
 GA2530'MARK ON THE LEFT.
 GA2530'
 GA2530'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2530'
 GA2530'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA2530
 GA2530                          STATION RECOVERY (1964)
 GA2530
 GA2530'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2530'2 MI NE FROM MAYNARDVILLE.
 GA2530'FROM THE POST OFFICE IN MAYNARDVILLE, GO 1.3 MILES NORTHEAST ON
 GA2530'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, CONTINUE STRAIGHT
 GA2530'AHEAD AND GO 1.4 MILES NORTHEAST ON STATE ROUTE 33 TO THE STATION
 GA2530'ON THE RIGHT ABOUT 200 FEET EAST OF THE ROAD ON THE WEST SIDE
 GA2530'OF A WOODED HILL.  THE STATION MARK IS 35 FEET EAST OF A 9-INCH
 GA2530'OAK TREE, 14 FEET NORTHEAST OF A 21-INCH TREE STUMP AND 3.5 FEET
 GA2530'WEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2530'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2530'MONUMENT FLUSH WITH THE GROUND.
 GA2530
 GA2530                          STATION RECOVERY (1980)
 GA2530
 GA2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2530'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH, THE
 GA2530'AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED BY
 GA2530'TREES.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED DESTROYED BY
 GA2530'GRADING.  REFERENCE MARK 2 WAS FOUND SOLID BUT LEANING SLIGHTLY TO
 GA2530'THE SOUTH AND THE DISTANCE WAS FOUND TO BE IN ERROR Y 0.06 OF A
 GA2530'FOOT.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2530'
 GA2530'THE STATION IS 18 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GA2530'CARPORT, 22 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CARPORT, 38
 GA2530'FEET EAST OF A UTILITY POLE, 35 FEET SOUTHEAST OF A 14 INCH CHESNUT
 GA2530'OAK TREE AND 47 FEET EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 GA2530'3 INCHES UNDERGROUND AND THE DISK IS STAMPED---COOK 1964---.
 GA2530'
 GA2530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 33
 GA2530'ABOUT 1.5 MILES NORTH OF MAYNARDVILLE, GO NORTH ON HIGHWAY 33 FOR
 GA2530'1.2 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 GA2530'FROM THE JUNCTION GO EAST ON HIGHWAY 61 FOR 0.1 MILE TO OLD HIGHWAY
 GA2530'33 TO THE RIGHT.  TURN RIGHT ON THE HIGHWAY AND GO SOUTH FOR 0.15
 GA2530'MILE TO A ROAD LEFT.  TURN LEFT ON LUTTERAL ROAD FOR 0.25 MILE TO
 GA2530'THE MARK ON THE LEFT.
 GA2530'
 GA2530'REFERENCE MARK 2 IS 15 FEET NORTHWEST OF A 16 INCH HICKORY TREE, 30
 GA2530'FEET NORTHEAST OF A TWIN TRUNK 36 INCH OAK TREE AND 38 FEET SOUTHEAST
 GA2530'OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS 2 INCHES
 GA2530'UNDERGROUND AND THE DISK IS STAMPED---COOK RM 2 1964---.
 GA2530'
 GA2530'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GA2530'STAMPED---COOK THO 1964 1980---PROJECTING 2 INCHES, 26 FEET
 GA2530'SOUTHWEST OF THE CHESNUT OAK TREE, 1 FOOT NORTHEAST OF A UTILITY
 GA2530'POLE, 45 FEET SOUTH WEST OF SOUTHWEST CORNER OF THE CARPORT AND 30
 GA2530'FEET SOUTH OF A METAL WITNESS POST.
 GA2530'
 GA2530'THE AZIMUTH MARK IS 47 FEET NORTHEAST OF POWER POLE NO. 174, 56
 GA2530'FEET SOUTHEAST OF THE CONCRETE BLOCK PORCH COLUMN OF THE RESIDENCE
 GA2530'OF JULIA FAYE CAMPBELL ON THE NORTH SIDE OF OLD LUTTRELL ROAD, 1 FOOT
 GA2530'NORTHWEST OF A METAL WITNESS POST AND 17 FEET NORTH OF THE CENTERLINE
 GA2530'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2535 ***********************************************************************
 GA2535  DESIGNATION -  COOK AZ MK
 GA2535  PID         -  GA2535
 GA2535  STATE/COUNTY-  TN/UNION
 GA2535  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2535
 GA2535                         *CURRENT SURVEY CONTROL
 GA2535  ___________________________________________________________________
 GA2535* NAD 83(1986)-  36 15 31.     (N)    083 46 29.     (W)     SCALED    
 GA2535* NAVD 88     -       380.793  (meters)    1249.32   (feet)  ADJUSTED  
 GA2535  ___________________________________________________________________
 GA2535  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2535  DYNAMIC HT  -         380.442 (meters)    1248.17  (feet)  COMP
 GA2535  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA2535
 GA2535  VERT ORDER  -  SECOND    CLASS 0
 GA2535
 GA2535.The horizontal coordinates were scaled from a topographic map and have
 GA2535.an estimated accuracy of +/- 6 seconds.
 GA2535
 GA2535.The orthometric height was determined by differential leveling
 GA2535.and adjusted by the National Geodetic Survey in June 1991..
 GA2535
 GA2535.The geoid height was determined by GEOID03.
 GA2535
 GA2535.The dynamic height is computed by dividing the NAVD 88
 GA2535.geopotential number by the normal gravity value computed on the
 GA2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2535.degrees latitude (g = 980.6199 gals.).
 GA2535
 GA2535.The modeled gravity was interpolated from observed gravity values.
 GA2535
 GA2535;                    North         East    Units  Estimated Accuracy
 GA2535;SPC TN       -   215,880.      799,960.      MT  (+/- 180 meters Scaled)
 GA2535
 GA2535                          SUPERSEDED SURVEY CONTROL
 GA2535
 GA2535  NGVD 29 (??/??/??)  380.92   (m)         1249.7    (f) RESET       3  
 GA2535
 GA2535.Superseded values are not recommended for survey control.
 GA2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2535.See file dsdata.txt to determine how the superseded data were derived.
 GA2535
 GA2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA507162(NAD 83)
 GA2535_MARKER: DD = SURVEY DISK
 GA2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2535_STAMPING: COOK AZI 1964
 GA2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2535+STABILITY: SURFACE MOTION
 GA2535
 GA2535  HISTORY     - Date     Condition        Report By
 GA2535  HISTORY     - 1964     MONUMENTED       TNHD
 GA2535
 GA2535                          STATION DESCRIPTION
 GA2535
 GA2535'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2535'2 MI NE FROM MAYNARDVILLE.
 GA2535'FROM THE POST OFFICE IN MAYNARDVILLE, GO 1.3 MILES NORTHEAST ON
 GA2535'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO
 GA2535'0.25 MILE EAST TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 GA2535'IS 35 FEET EAST OF A FENCE CORNER, 17 FEET NORTH OF THE APPROXIMATE
 GA2535'CENTER OF A PAVED ROAD AND 2 FEET WEST OF A FENCE POST.  THE MARK
 GA2535'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2535'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2532 ***********************************************************************
 GA2532  DESIGNATION -  COOK RM 1
 GA2532  PID         -  GA2532
 GA2532  STATE/COUNTY-  TN/UNION
 GA2532  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2532
 GA2532                         *CURRENT SURVEY CONTROL
 GA2532  ___________________________________________________________________
 GA2532* NAD 83(1986)-  36 16 29.     (N)    083 45 55.     (W)     SCALED    
 GA2532* NAVD 88     -       498.851  (meters)    1636.65   (feet)  ADJUSTED  
 GA2532  ___________________________________________________________________
 GA2532  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2532  DYNAMIC HT  -         498.390 (meters)    1635.13  (feet)  COMP
 GA2532  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA2532
 GA2532  VERT ORDER  -  SECOND    CLASS 0
 GA2532
 GA2532.The horizontal coordinates were scaled from a topographic map and have
 GA2532.an estimated accuracy of +/- 6 seconds.
 GA2532
 GA2532.The orthometric height was determined by differential leveling
 GA2532.and adjusted by the National Geodetic Survey in June 1991..
 GA2532
 GA2532.The geoid height was determined by GEOID03.
 GA2532
 GA2532.The dynamic height is computed by dividing the NAVD 88
 GA2532.geopotential number by the normal gravity value computed on the
 GA2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2532.degrees latitude (g = 980.6199 gals.).
 GA2532
 GA2532.The modeled gravity was interpolated from observed gravity values.
 GA2532
 GA2532;                    North         East    Units  Estimated Accuracy
 GA2532;SPC TN       -   217,690.      800,770.      MT  (+/- 180 meters Scaled)
 GA2532
 GA2532                          SUPERSEDED SURVEY CONTROL
 GA2532
 GA2532  NGVD 29 (??/??/92)  498.916  (m)         1636.86   (f) ADJ UNCH    2 0
 GA2532
 GA2532.Superseded values are not recommended for survey control.
 GA2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2532.See file dsdata.txt to determine how the superseded data were derived.
 GA2532
 GA2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516179(NAD 83)
 GA2532_MARKER: DD = SURVEY DISK
 GA2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2532_STAMPING: COOK RM-1 1964
 GA2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2532+STABILITY: SURFACE MOTION
 GA2532
 GA2532  HISTORY     - Date     Condition        Report By
 GA2532  HISTORY     - 1964     MONUMENTED       TNHD
 GA2532  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2532
 GA2532                          STATION DESCRIPTION
 GA2532
 GA2532'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2532'2 MI NE FROM MAYNARDVILLE.
 GA2532'THIS MARK IS LOCATED AT THE COOK 1964 STATION SITE, 14 FEET WEST
 GA2532'OF A 16-INCH TREE STUMP, 5 FEET EAST OF THE APPROXIMATE CENTER
 GA2532'OF A TRACK ROAD AND 70 FEET NORTHEAST OF THE STATION.  THE MARK
 GA2532'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2532'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2532
 GA2532                          STATION RECOVERY (1980)
 GA2532
 GA2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2531 ***********************************************************************
 GA2531  DESIGNATION -  COOK RM 2
 GA2531  PID         -  GA2531
 GA2531  STATE/COUNTY-  TN/UNION
 GA2531  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2531
 GA2531                         *CURRENT SURVEY CONTROL
 GA2531  ___________________________________________________________________
 GA2531* NAD 83(1986)-  36 16 29.     (N)    083 45 55.     (W)     SCALED    
 GA2531* NAVD 88     -       495.468  (meters)    1625.55   (feet)  ADJUSTED  
 GA2531  ___________________________________________________________________
 GA2531  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2531  DYNAMIC HT  -         495.011 (meters)    1624.05  (feet)  COMP
 GA2531  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA2531
 GA2531  VERT ORDER  -  SECOND    CLASS 0
 GA2531
 GA2531.The horizontal coordinates were scaled from a topographic map and have
 GA2531.an estimated accuracy of +/- 6 seconds.
 GA2531
 GA2531.The orthometric height was determined by differential leveling
 GA2531.and adjusted by the National Geodetic Survey in June 1991..
 GA2531
 GA2531.The geoid height was determined by GEOID03.
 GA2531
 GA2531.The dynamic height is computed by dividing the NAVD 88
 GA2531.geopotential number by the normal gravity value computed on the
 GA2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2531.degrees latitude (g = 980.6199 gals.).
 GA2531
 GA2531.The modeled gravity was interpolated from observed gravity values.
 GA2531
 GA2531;                    North         East    Units  Estimated Accuracy
 GA2531;SPC TN       -   217,690.      800,770.      MT  (+/- 180 meters Scaled)
 GA2531
 GA2531                          SUPERSEDED SURVEY CONTROL
 GA2531
 GA2531  NGVD 29 (??/??/92)  495.534  (m)         1625.76   (f) ADJ UNCH    2 0
 GA2531
 GA2531.Superseded values are not recommended for survey control.
 GA2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2531.See file dsdata.txt to determine how the superseded data were derived.
 GA2531
 GA2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516179(NAD 83)
 GA2531_MARKER: DD = SURVEY DISK
 GA2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2531_STAMPING: COOK RM-2 1964
 GA2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2531+STABILITY: SURFACE MOTION
 GA2531
 GA2531  HISTORY     - Date     Condition        Report By
 GA2531  HISTORY     - 1964     MONUMENTED       TNHD
 GA2531  HISTORY     - 1980     GOOD             NGS
 GA2531
 GA2531                          STATION DESCRIPTION
 GA2531
 GA2531'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2531'2 MI NE FROM MAYNARDVILLE.
 GA2531'THIS MARK IS LOCATED AT THE COOK 1964 STATION SITE, 55 FEET EAST
 GA2531'OF A 20-INCH OAK TREE, 31 FEET NORTH OF A TWIN-TRUNKED 36-INCH
 GA2531'OAK TREE, 15 FEET NORTHWEST OF A 12-INCH HICKORY TREE AND 69
 GA2531'FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2531'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2531'FLUSH WITH THE GROUND.
 GA2531
 GA2531                          STATION RECOVERY (1980)
 GA2531
 GA2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2531'IT IS 15 FEET NORTHWEST OF A 16 INCH HICKORY TREE, 30 FEET NORTHEAST
 GA2531'OF A TWIN TRUNK 36 INCH OAK TREE,AND 38 FEET SOUTHEAST OF THE
 GA2531'CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3258 ***********************************************************************
 GA3258  DESIGNATION -  COOK RM 3
 GA3258  PID         -  GA3258
 GA3258  STATE/COUNTY-  TN/UNION
 GA3258  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3258
 GA3258                         *CURRENT SURVEY CONTROL
 GA3258  ___________________________________________________________________
 GA3258* NAD 83(1986)-  36 16 29.     (N)    083 45 55.     (W)     SCALED    
 GA3258* NAVD 88     -       494.97   (meters)    1623.9    (feet)  RESET     
 GA3258  ___________________________________________________________________
 GA3258  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3258
 GA3258  VERT ORDER  -  THIRD
 GA3258
 GA3258.The horizontal coordinates were scaled from a topographic map and have
 GA3258.an estimated accuracy of +/- 6 seconds.
 GA3258
 GA3258.The orthometric height was computed from unverified reset data.
 GA3258.No vertical observational check was made to the station.
 GA3258
 GA3258.The geoid height was determined by GEOID03.
 GA3258
 GA3258;                    North         East    Units  Estimated Accuracy
 GA3258;SPC TN       -   217,690.      800,770.      MT  (+/- 180 meters Scaled)
 GA3258
 GA3258                          SUPERSEDED SURVEY CONTROL
 GA3258
 GA3258  NGVD 29 (10/12/01)  495.04   (m)         1624.1    (f) RESET       3  
 GA3258
 GA3258.Superseded values are not recommended for survey control.
 GA3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3258.See file dsdata.txt to determine how the superseded data were derived.
 GA3258
 GA3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516179(NAD 83)
 GA3258_MARKER: DR = REFERENCE MARK DISK
 GA3258_SETTING: 0 = UNSPECIFIED SETTING
 GA3258_STAMPING: COOK THD 1964 NO 3 1980
 GA3258_MARK LOGO: NGS   
 GA3258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3258
 GA3258  HISTORY     - Date     Condition        Report By
 GA3258  HISTORY     - 1980     MONUMENTED       NGS
 GA3258
 GA3258                          STATION DESCRIPTION
 GA3258
 GA3258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3258'2.0 MI NE FROM MAYNARDVILLE.
 GA3258'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA3258'STATE HIGHWAY 61, 26 FEET SOUTHWEST OF A 14-INCH CHESNUT OAK TREE,
 GA3258'1 FOOT NORTHEAST OF A UTILITY POLE, AND 45 FEET SOUTHWEST OFTHE
 GA3258'SOUTHWEST CORNER OF A CARPORT, IN TOP OF AN PRE-CAST ALUMINUM
 GA3258'MONUMENT.
 GA3258'THE MARK IS 30 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1802 ***********************************************************************
 GB1802  DESIGNATION -  COOKEVILLE
 GB1802  PID         -  GB1802
 GB1802  STATE/COUNTY-  TN/PUTNAM
 GB1802  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1802
 GB1802                         *CURRENT SURVEY CONTROL
 GB1802  ___________________________________________________________________
 GB1802* NAD 83(1986)-  36 10 29.     (N)    085 30 17.     (W)     SCALED    
 GB1802* NAVD 88     -       346.361  (meters)    1136.35   (feet)  ADJUSTED  
 GB1802  ___________________________________________________________________
 GB1802  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1802  DYNAMIC HT  -         346.052 (meters)    1135.34  (feet)  COMP
 GB1802  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1802
 GB1802  VERT ORDER  -  SECOND    CLASS 0
 GB1802
 GB1802.The horizontal coordinates were scaled from a topographic map and have
 GB1802.an estimated accuracy of +/- 6 seconds.
 GB1802
 GB1802.The orthometric height was determined by differential leveling
 GB1802.and adjusted by the National Geodetic Survey in June 1991..
 GB1802
 GB1802.The geoid height was determined by GEOID03.
 GB1802
 GB1802.The dynamic height is computed by dividing the NAVD 88
 GB1802.geopotential number by the normal gravity value computed on the
 GB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1802.degrees latitude (g = 980.6199 gals.).
 GB1802
 GB1802.The modeled gravity was interpolated from observed gravity values.
 GB1802
 GB1802;                    North         East    Units  Estimated Accuracy
 GB1802;SPC TN       -   204,420.      644,560.      MT  (+/- 180 meters Scaled)
 GB1802
 GB1802                          SUPERSEDED SURVEY CONTROL
 GB1802
 GB1802  NGVD 29 (??/??/92)  346.442  (m)         1136.62   (f) ADJ UNCH    2 0
 GB1802
 GB1802.Superseded values are not recommended for survey control.
 GB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1802.See file dsdata.txt to determine how the superseded data were derived.
 GB1802
 GB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344043(NAD 83)
 GB1802_MARKER: DB = BENCH MARK DISK
 GB1802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1802_SP_SET: RETAINING WALL
 GB1802_STAMPING: COOKEVILLE 1935
 GB1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1802
 GB1802  HISTORY     - Date     Condition        Report By
 GB1802  HISTORY     - 1935     MONUMENTED       CGS
 GB1802  HISTORY     - 1966     GOOD             NGS
 GB1802
 GB1802                          STATION DESCRIPTION
 GB1802
 GB1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1802'AT COOKEVILLE.
 GB1802'AT COOKEVILLE, PUTNAM COUNTY, AT THE TENNESSEE POLYTECHNICAL
 GB1802'INSTITUTE, 18 FEET WEST OF THE SOUTHWEST CORNER OF THE ENGINEERING
 GB1802'BUILDING, IN THE TOP OF A CONCRETE RETAINING WALL, AND 0.8 FOOT EAST
 GB1802'OF THE WEST END.  A STANDARD DISK, STAMPED COOKEVILLE 1935.
 GB1802
 GB1802                          STATION RECOVERY (1966)
 GB1802
 GB1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2393 ***********************************************************************
 GB2393  DESIGNATION -  COOKEVILLE
 GB2393  PID         -  GB2393
 GB2393  STATE/COUNTY-  TN/PUTNAM
 GB2393  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2393
 GB2393                         *CURRENT SURVEY CONTROL
 GB2393  ___________________________________________________________________
 GB2393* NAD 83(1995)-  36 11 37.22681(N)    085 29 24.72390(W)     ADJUSTED  
 GB2393* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 GB2393  ___________________________________________________________________
 GB2393  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GB2393  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2393
 GB2393  HORZ ORDER  -  THIRD
 GB2393
 GB2393.The horizontal coordinates were established by classical geodetic methods
 GB2393.and adjusted by the National Geodetic Survey in April 1999..
 GB2393
 GB2393.The orthometric height was scaled from a topographic map.
 GB2393
 GB2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2393
 GB2393.The geoid height was determined by GEOID03.
 GB2393
 GB2393;                    North         East     Units Scale Factor Converg.
 GB2393;SPC TN       -   206,524.225   645,851.024   MT  0.99996804   +0 17 54.4
 GB2393;SPC TN       -   677,571.56  2,118,929.57   sFT  0.99996804   +0 17 54.4
 GB2393;UTM  16      - 4,006,486.382   635,745.888   MT  0.99982705   +0 53 30.1
 GB2393
 GB2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2393!SPC TN       -   0.99995036  x   0.99996804  =   0.99991840
 GB2393!UTM  16      -   0.99995036  x   0.99982705  =   0.99977741
 GB2393
 GB2393|---------------------------------------------------------------------|
 GB2393| PID    Reference Object                     Distance      Geod. Az  |
 GB2393|                                                           dddmmss.s |
 GB2393| CG5139 COOKEVILLE RM 1                      22.448 METERS 04141     |
 GB2393| CG5138 COOKEVILLE AZ MK                                   0895433.4 |
 GB2393| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX. 3.9 KM 1842202.6 |
 GB2393| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 3.4 KM 2232100.8 |
 GB2393| CG5140 COOKEVILLE RM 2                      31.583 METERS 25426     |
 GB2393|---------------------------------------------------------------------|
 GB2393
 GB2393                          SUPERSEDED SURVEY CONTROL
 GB2393
 GB2393  NAD 83(1995)-  36 11 37.22923(N)    085 29 24.72599(W) AD(       ) 3
 GB2393  NAD 83(1995)-  36 11 37.23255(N)    085 29 24.72652(W) AD(       ) 3
 GB2393  NAD 83(1986)-  36 11 37.23926(N)    085 29 24.72620(W) AD(       ) 3
 GB2393  NAD 27      -  36 11 37.01700(N)    085 29 24.81700(W) AD(       ) 3
 GB2393
 GB2393.Superseded values are not recommended for survey control.
 GB2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2393.See file dsdata.txt to determine how the superseded data were derived.
 GB2393
 GB2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3574606486(NAD 83)
 GB2393_MARKER: DS = TRIANGULATION STATION DISK
 GB2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2393_STAMPING: COOKEVILLE 1949
 GB2393_MARK LOGO: CGS   
 GB2393_PROJECTION: FLUSH
 GB2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2393
 GB2393  HISTORY     - Date     Condition        Report By
 GB2393  HISTORY     - 1949     MONUMENTED       CGS
 GB2393  HISTORY     - 1966     GOOD             CGS
 GB2393  HISTORY     - 19820929 GOOD             NGS
 GB2393
 GB2393                          STATION DESCRIPTION
 GB2393
 GB2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2393'STATION IS LOCATED ABOUT 2 MILES NORTH OF COOKEVILLE ON THE
 GB2393'COOKEVILLE AIRPORT.  IT IS 196 FEET SOUTHEAST OF THE
 GB2393'SOUTHEAST CORNER OF HANGAR AND 32 FEET EAST OF A 24 INCH OAK TREE AND
 GB2393'IS IN THE CENTER OF A CIRCLE GRAVEL DRIVE.  THE MARK IS FLUSH AND
 GB2393'THE DISK IS STAMPED COOKEVILLE 1949.
 GB2393'
 GB2393'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE CENTER OF GRAVEL
 GB2393'DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COOKEVILLE NO
 GB2393'1 1949.
 GB2393'
 GB2393'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF GRAVEL DRIVE
 GB2393'AND 6 FEET EAST OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND THE
 GB2393'DISK IS STAMPED COOKEVILLE NO 2 1949.
 GB2393'
 GB2393'AZIMUTH MARK IS ON THE EAST EDGE OF THE NORTH-SOUTH RUNWAY.  THE MARK
 GB2393'PROJECTS 4 INCHES AND THE DISK IS STAMPED COOKEVILLE 1949.
 GB2393'
 GB2393'TO REACH THE STATION FROM THE PUTNAM COUNTY COURT HOUSE IN
 GB2393'COOKEVILLE, GO NORTH ON STATE HIGHWAY NO. 42 AND NO. 136 FOR 0.8
 GB2393'MILE TO THE JUNCTION OF STATE HIGHWAY NO. 136 AND NO. 42, CONTINUE
 GB2393'NORTH ON STATE HIGHWAY NO. 136 FOR 1.4 MILES TO A DRIVEWAY ON THE
 GB2393'RIGHT, TURN RIGHT ON DRIVEWAY AND GO 0.2 MILE TO THE STATION AS
 GB2393'DESCRIBED.
 GB2393'
 GB2393'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS THE AIRPORT
 GB2393'TO THE EAST SIDE OF THE NORTH-SOUTH RUNWAY AND THE AZIMUTH MARK AS
 GB2393'DESCRIBED.
 GB2393'
 GB2393'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2393
 GB2393                          STATION RECOVERY (1966)
 GB2393
 GB2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2393'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1949
 GB2393'DESCRIPTION IS ADEQUATE.
 GB2393
 GB2393                          STATION RECOVERY (1982)
 GB2393
 GB2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GB2393'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. THE
 GB2393'AZIMUTH MARK WAS NOT FOUND AND THOUGHT DESTROYED BY RUNWAY WORK. THE
 GB2393'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.20 OF A
 GB2393'FOOT.  THE DISTANCE TO REFERENCE MARK 2 CHECKED AS DID THE DIRECTION
 GB2393'TO THE REFERENCE MARKS.  A TIE WAS MADE TO THE 150 METER (492.1 FT)
 GB2393'POINT AND THE 400 METER (1312.3 FT) POINT OF THE COOKEVILLE
 GB2393'CALIBRATION BASELINE AND THE 150 METER (492.1 FT) POINT WAS USED AS AN
 GB2393'AZIMUTH MARK AFTER A POLARIS OBSERVATION WAS MADE.  A NEW DESCRIPTION
 GB2393'FOLLOWS.
 GB2393' 
 GB2393'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE CENTER OF
 GB2393'COOKEVILLE, ON THE GROUNDS OF THE COOKEVILLE AIRPORT, 32 FT (9.8 M)
 GB2393'EAST OF A 40 INCH OAK TREE, 59 FT (18.0 M) SOUTH OF A CHAIN LINE
 GB2393'FENCE, 63 FT (19.2 M) SOUTHWEST OF A POWER TRANSFORMER POLE, 88 FT
 GB2393'(26.8 M) SOUTHWEST OF THE SOUTHWEST LEG OF THE AIRPORT BEACON, 82 FT
 GB2393'(25.0 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE BOLCK OFFICE
 GB2393'BUILDING AND  19 FT (5.8 M) NORTHWEST OF A UTILITY POLE AND THE EAST
 GB2393'END OF A GRASSY PLOT.  THE MONUMENT IS FLUSH AND THE DISK IS
 GB2393'STAMPED---COOKEVILLE 1949---.
 GB2393' 
 GB2393'REFERENCE MARK 1 IS 1 FOOT (0.3 M) SOUTH OF THE FENCE, 2 FT (0.6 M)
 GB2393'SOUTHWEST OF A POWER POLE GUY WIRE, 29 FT (8.8 M) EAST OF THE POWER
 GB2393'TRANSFORMER POLE AND 51 FT (15.5 M) NORTHWEST OF THE NORTHWEST LEG OF
 GB2393'THE BEACON.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED--COOKEVILLE
 GB2393'NO 1 1949--.
 GB2393' 
 GB2393'REFERENCE MARK 2 IS 53 FT (16.2 M) NORTHEAST OF A 30 INCH OAK TREE, 74
 GB2393'FT (22.6 M) NORTH OF THE FENCE AND 14 FT (4.3 M) WEST OF THE EAST EDGE
 GB2393'OF A GRASSY ISLAND.  THE MONUMENT IS FLUSH AND THE DISK IS
 GB2393'STAMPED--COOKEVILLE NO 2 1949--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2391 ***********************************************************************
 GB2391  DESIGNATION -  COOKEVILLE LARGE MUNICIPAL TK
 GB2391  PID         -  GB2391
 GB2391  STATE/COUNTY-  TN/PUTNAM
 GB2391  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2391
 GB2391                         *CURRENT SURVEY CONTROL
 GB2391  ___________________________________________________________________
 GB2391* NAD 83(1995)-  36 09 32.10517(N)    085 29 36.50787(W)     ADJUSTED  
 GB2391* NAVD 88     -                                                        
 GB2391  ___________________________________________________________________
 GB2391  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GB2391  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2391
 GB2391  HORZ ORDER  -  THIRD
 GB2391
 GB2391.The horizontal coordinates were established by classical geodetic methods
 GB2391.and adjusted by the National Geodetic Survey in April 1999..
 GB2391
 GB2391
 GB2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2391
 GB2391.The geoid height was determined by GEOID03.
 GB2391
 GB2391;                    North         East     Units Scale Factor Converg.
 GB2391;SPC TN       -   202,666.272   645,576.585   MT  0.99996443   +0 17 47.5
 GB2391;SPC TN       -   664,914.26  2,118,029.18   sFT  0.99996443   +0 17 47.5
 GB2391;UTM  16      - 4,002,626.335   635,511.415   MT  0.99982626   +0 53 20.5
 GB2391
 GB2391                          SUPERSEDED SURVEY CONTROL
 GB2391
 GB2391  NAD 83(1995)-  36 09 32.10769(N)    085 29 36.51007(W) AD(       ) 4
 GB2391  NAD 83(1995)-  36 09 32.11088(N)    085 29 36.51073(W) AD(       ) 4
 GB2391  NAD 83(1986)-  36 09 32.11808(N)    085 29 36.50999(W) AD(       ) 4
 GB2391  NAD 27      -  36 09 31.89400(N)    085 29 36.59900(W) AD(       ) 3
 GB2391
 GB2391.Superseded values are not recommended for survey control.
 GB2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2391.See file dsdata.txt to determine how the superseded data were derived.
 GB2391
 GB2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3551102626(NAD 83)
 GB2391_MARKER: 53 = ELEVATED TANK
 GB2391
 GB2391  HISTORY     - Date     Condition        Report By
 GB2391  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2391  HISTORY     - 1960     GOOD             CGS
 GB2391
 GB2391                          STATION DESCRIPTION
 GB2391
 GB2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2391'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 GB2391'COOKEVILLE ABOUT 250 FEET SOUTHEAST OF THE INTERSECTION OF HILL AND
 GB2391'HUDGENS STREETS.  IT IS AN 8 LEGGED STEEL STRUCTURE WITH A TANK ATOP,
 GB2391'PAINTED SILVER, ABOUT 200 FEET HIGH AND HAS THE LEGEND COOKEVILLE
 GB2391'PAINTED IN LARGE BLACK LETTERS ON THE WEST SIDE OF THE TANK.
 GB2391'
 GB2391'THE POINT OF INTERSECTION WAS THE BALL AT THE CENTER OF THE TOP OF
 GB2391'THE TANK.
 GB2391
 GB2391                          STATION RECOVERY (1960)
 GB2391
 GB2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2391'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS
 GB2391'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2392 ***********************************************************************
 GB2392  DESIGNATION -  COOKEVILLE LOOKOUT TOWER NC 33
 GB2392  PID         -  GB2392
 GB2392  STATE/COUNTY-  TN/PUTNAM
 GB2392  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2392
 GB2392                         *CURRENT SURVEY CONTROL
 GB2392  ___________________________________________________________________
 GB2392* NAD 83(1995)-  36 08 33.88373(N)    085 28 02.04732(W)     ADJUSTED  
 GB2392* NAVD 88     -                                                        
 GB2392  ___________________________________________________________________
 GB2392  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GB2392  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB2392
 GB2392  HORZ ORDER  -  THIRD
 GB2392
 GB2392.The horizontal coordinates were established by classical geodetic methods
 GB2392.and adjusted by the National Geodetic Survey in April 1999..
 GB2392
 GB2392
 GB2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2392
 GB2392.The geoid height was determined by GEOID03.
 GB2392
 GB2392;                    North         East     Units Scale Factor Converg.
 GB2392;SPC TN       -   200,884.356   647,947.290   MT  0.99996287   +0 18 42.8
 GB2392;SPC TN       -   659,068.09  2,125,807.07   sFT  0.99996287   +0 18 42.8
 GB2392;UTM  16      - 4,000,869.259   637,900.097   MT  0.99983431   +0 54 15.0
 GB2392
 GB2392                          SUPERSEDED SURVEY CONTROL
 GB2392
 GB2392  NAD 83(1995)-  36 08 33.88613(N)    085 28 02.04936(W) AD(       ) 4
 GB2392  NAD 83(1995)-  36 08 33.88906(N)    085 28 02.05104(W) AD(       ) 4
 GB2392  NAD 83(1986)-  36 08 33.89649(N)    085 28 02.04954(W) AD(       ) 4
 GB2392  NAD 27      -  36 08 33.67300(N)    085 28 02.13800(W) AD(       ) 3
 GB2392
 GB2392.Superseded values are not recommended for survey control.
 GB2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2392.See file dsdata.txt to determine how the superseded data were derived.
 GB2392
 GB2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3790000869(NAD 83)
 GB2392_MARKER: 57 = LOOKOUT TOWER
 GB2392
 GB2392  HISTORY     - Date     Condition        Report By
 GB2392  HISTORY     - 1960     FIRST OBSERVED   CGS
 GB2392  HISTORY     - 1974     GOOD             TVA
 GB2392
 GB2392                          STATION DESCRIPTION
 GB2392
 GB2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2392'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF COOKEVILLE.
 GB2392'
 GB2392'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE, GO SOUTHEAST
 GB2392'ON U. S. HIGHWAY 70 N FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT,
 GB2392'TURN RIGHT, SOUTH, FOR 0.3 MILE TO A FORK, TAKE THE RIGHT FORK,
 GB2392'SOUTHERLY, FOR 0.4 MILE TO THE STATION.
 GB2392'
 GB2392'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 GB2392'CAB, COLORED GRAY AND IS ABOUT 95 FEET IN OVERALL HEIGHT. THE TOP
 GB2392'AND CENTER WAS THE POINT INTERSECTED.
 GB2392
 GB2392                          STATION RECOVERY (1974)
 GB2392
 GB2392'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB2392'COOKEVILLE LOOKOUT TOWER NO. NC 33 RECOVERED IN GOOD CONDITION.
 GB2392'
 GB2392'FIRE TOWER FOUND STAMPED ON THE POINT.
 GB2392'
 GB2392'DESCRIPTION IS GOOD.
 GB2392'
 GB2392'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI SE FROM COOKEVILLE,
 GB2392'TN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2418 ***********************************************************************
 GB2418  DESIGNATION -  COOKEVILLE SMALL MUNICIPAL TK
 GB2418  PID         -  GB2418
 GB2418  STATE/COUNTY-  TN/PUTNAM
 GB2418  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2418
 GB2418                         *CURRENT SURVEY CONTROL
 GB2418  ___________________________________________________________________
 GB2418* NAD 83(1995)-  36 10 17.31766(N)    085 30 57.75004(W)     ADJUSTED  
 GB2418* NAVD 88     -                                                        
 GB2418  ___________________________________________________________________
 GB2418  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 GB2418  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB2418
 GB2418  HORZ ORDER  -  THIRD
 GB2418
 GB2418.The horizontal coordinates were established by classical geodetic methods
 GB2418.and adjusted by the National Geodetic Survey in April 1999..
 GB2418
 GB2418
 GB2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2418
 GB2418.The geoid height was determined by GEOID03.
 GB2418
 GB2418;                    North         East     Units Scale Factor Converg.
 GB2418;SPC TN       -   204,049.506   643,539.135   MT  0.99996569   +0 16 60.0
 GB2418;SPC TN       -   669,452.42  2,111,344.65   sFT  0.99996569   +0 16 60.0
 GB2418;UTM  16      - 4,003,988.231   633,460.060   MT  0.99981946   +0 52 33.5
 GB2418
 GB2418                          SUPERSEDED SURVEY CONTROL
 GB2418
 GB2418  NAD 83(1995)-  36 10 17.32004(N)    085 30 57.75244(W) AD(       ) 4
 GB2418  NAD 83(1995)-  36 10 17.32286(N)    085 30 57.75342(W) AD(       ) 4
 GB2418  NAD 83(1986)-  36 10 17.33040(N)    085 30 57.75200(W) AD(       ) 4
 GB2418  NAD 27      -  36 10 17.10600(N)    085 30 57.83900(W) AD(       ) 3
 GB2418
 GB2418.Superseded values are not recommended for survey control.
 GB2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2418.See file dsdata.txt to determine how the superseded data were derived.
 GB2418
 GB2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3346003988(NAD 83)
 GB2418_MARKER: 51 = TANK
 GB2418
 GB2418  HISTORY     - Date     Condition        Report By
 GB2418  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2418  HISTORY     - 1960     GOOD             CGS
 GB2418
 GB2418                          STATION DESCRIPTION
 GB2418
 GB2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2418'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 GB2418'COOKEVILLE, ABOUT 300 FEET NORTHWEST OF THE INTERSECTION OF FRANKLIN
 GB2418'AND 5TH STREETS AND 200 FEET SOUTHWEST OF THE INTERSECTION OF
 GB2418'FRANKLIN AND 6TH STREETS. IT IS A 6 LEGGED STEEL STRUCTURE WITH A
 GB2418'TANK ATOP, PAINTED SILVER AND IS ABOUT 150 FEET HIGH.
 GB2418'
 GB2418'THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE ROOF.
 GB2418
 GB2418                          STATION RECOVERY (1960)
 GB2418
 GB2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2418'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 GB2418'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2673 ***********************************************************************
 GB2673  DESIGNATION -  COOKPORT
 GB2673  PID         -  GB2673
 GB2673  STATE/COUNTY-  TN/PUTNAM
 GB2673  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2673
 GB2673                         *CURRENT SURVEY CONTROL
 GB2673  ___________________________________________________________________
 GB2673* NAD 83(1995)-  36 11 35.99217(N)    085 29 17.04893(W)     ADJUSTED  
 GB2673* NAVD 88     -       347.2    (meters)    1139.     (feet)  VERTCON   
 GB2673  ___________________________________________________________________
 GB2673  X           -     405,417.928 (meters)                     COMP
 GB2673  Y           -  -5,137,645.353 (meters)                     COMP
 GB2673  Z           -   3,745,713.081 (meters)                     COMP
 GB2673  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GB2673  ELLIP HEIGHT-         317.58  (meters)          (04/12/99) GPS OBS
 GB2673  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2673
 GB2673  HORZ ORDER  -  THIRD
 GB2673  ELLP ORDER  -  FOURTH    CLASS I
 GB2673
 GB2673.The horizontal coordinates were established by GPS observations
 GB2673.and adjusted by the National Geodetic Survey in April 1999..
 GB2673
 GB2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2673
 GB2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2673
 GB2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2673
 GB2673.The ellipsoidal height was determined by GPS observations
 GB2673.and is referenced to NAD 83.
 GB2673
 GB2673.The geoid height was determined by GEOID03.
 GB2673
 GB2673;                    North         East     Units Scale Factor Converg.
 GB2673;SPC TN       -   206,487.172   646,042.967   MT  0.99996800   +0 17 58.9
 GB2673;SPC TN       -   677,450.00  2,119,559.30   sFT  0.99996800   +0 17 58.9
 GB2673;UTM  16      - 4,006,451.324   635,938.176   MT  0.99982769   +0 53 34.6
 GB2673
 GB2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2673!SPC TN       -   0.99995016  x   0.99996800  =   0.99991816
 GB2673!UTM  16      -   0.99995016  x   0.99982769  =   0.99977786
 GB2673
 GB2673:                Primary Azimuth Mark                     Grid Az
 GB2673:SPC TN       -  COOKPORT AZ MK                           159 04 03.0
 GB2673:UTM  16      -  COOKPORT AZ MK                           158 28 27.3
 GB2673
 GB2673|---------------------------------------------------------------------|
 GB2673| PID    Reference Object                     Distance      Geod. Az  |
 GB2673|                                                           dddmmss.s |
 GB2673| GB2674 COOKPORT AZ MK                      463.165 METERS 1592201.9 |
 GB2673|---------------------------------------------------------------------|
 GB2673
 GB2673                          SUPERSEDED SURVEY CONTROL
 GB2673
 GB2673  NAD 83(1995)-  36 11 35.99482(N)    085 29 17.05444(W) AD(       ) 3
 GB2673  ELLIP H (08/24/92)  317.43   (m)                       GP(       ) 5 2
 GB2673  NAD 83(1995)-  36 11 35.99554(N)    085 29 17.05306(W) AD(       ) 3
 GB2673  NGVD 29 (09/17/90)  347.3    (m)         1139.     (f) GPS OBS        
 GB2673
 GB2673.Superseded values are not recommended for survey control.
 GB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2673.See file dsdata.txt to determine how the superseded data were derived.
 GB2673
 GB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3593806451(NAD 83)
 GB2673_MARKER: I = METAL ROD
 GB2673_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2673_SP_SET: DRIVEN INTO GROUND
 GB2673_MARK LOGO: NGS   
 GB2673_MAGNETIC: I = MARKER IS A STEEL ROD
 GB2673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2673+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1992
 GB2673
 GB2673  HISTORY     - Date     Condition        Report By
 GB2673  HISTORY     - 1987     MONUMENTED       NGS
 GB2673  HISTORY     - 1987     GOOD             NGS
 GB2673  HISTORY     - 19890821 GOOD
 GB2673  HISTORY     - 19920514 GOOD             NGS
 GB2673
 GB2673                          STATION DESCRIPTION
 GB2673
 GB2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2673'2.35 MILES NORTH ALONG STATE HIGHWAY 136 (N. WASHINGTON AVENUE) FROM
 GB2673'THE COURTHOUSE IN COOKEVILLE, TO THE JUNCTION OF THE PUTNAM COUNTY
 GB2673'AIRPORT ROAD, THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD TO PUTNAM
 GB2673'COUNTY AIRPORT OFFICE, CONTINUE EASTERLY ACROSS TAXIWAY FOR 0.05 MILE
 GB2673'TO MARK NEAR A WIND SOCK, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN
 GB2673'12.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 GB2673'GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH
 GB2673'LOGO CAP AND ---STAMPED COOKPORT 1987, RECESSED 1 INCH BELOW GROUND,
 GB2673'46.0 FEET EAST OF A STEEL POLE FOR A WIND SOCK, 181.0 FEET SOUTH OF
 GB2673'SOUTH EDGE OF TAXIWAY, 323.0 FEET WEST OF WEST EDGE OF RUNWAY, AND
 GB2673'1.5 FEET NORTH OF A FIBERGLASS WITNESS POST.  A REBAR WAS PLACED IN
 GB2673'CONCRETE AND 0.3 MILE NORTHEAST OF COOKPORT AZ MK.  NOTE--  CONTACT
 GB2673'MR. TOMMY THOMPSON AT 615-526-5726 FOR GETTING ON AIRPORT
 GB2673'AFTER DARK.
 GB2673
 GB2673                          STATION RECOVERY (1987)
 GB2673
 GB2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2673'RECOVERED IN GOOD CONDITION.
 GB2673
 GB2673                          STATION RECOVERY (1989)
 GB2673
 GB2673'RECOVERED 1989
 GB2673'RECOVERED IN GOOD CONDITION.
 GB2673
 GB2673                          STATION RECOVERY (1992)
 GB2673
 GB2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GB2673'THE STATION IS LOCATED ABOUT 3.2 KM (1.99 MI) NORTH OF COOKEVILLE AND
 GB2673'6.4 KM (3.98 MI) SOUTHWEST OF ALGOOD. OWNERSHIP-- PUTNAM COUNTY.
 GB2673'CONTACT MR. TOMMY THOMPSON, TELEPHONE NUMBER 615-526-5726.
 GB2673'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE GO NORTH ON
 GB2673'STATE HIGHWAY 136 (NORTH WASHINGTON AVENUE) FOR 3.8 KM (2.36 MI) TO
 GB2673'THE JUNCTION OF PUTNAM COUNTY AIRPORT ROAD. TURN RIGHT AND GO EAST
 GB2673'ALONG AIRPORT ROAD TO THE AIRPORT OFFICE. CONTINUE EASTERLY ACROSS A
 GB2673'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE STATION NEAR A WINDSOCK.
 GB2673'THE STATION MARK IS SET 98.45 M (323.00 FT) WEST OF THE WEST ADGE OF A
 GB2673'RUNWAY , 55.2 M (181.10 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY,
 GB2673'14.0 M (45.93 FT) EAST OF A STEEL POLE FOR THE WINDSOCK AND 0.46 M
 GB2673'(1.51 FT) NORTH OF A WITNESS POST. THE LOGO CAP IS RECESSED 3 CM
 GB2673'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2674 ***********************************************************************
 GB2674  DESIGNATION -  COOKPORT AZ MK
 GB2674  PID         -  GB2674
 GB2674  STATE/COUNTY-  TN/PUTNAM
 GB2674  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2674
 GB2674                         *CURRENT SURVEY CONTROL
 GB2674  ___________________________________________________________________
 GB2674* NAD 83(1995)-  36 11 21.92931(N)    085 29 10.51676(W)     ADJUSTED  
 GB2674* NAVD 88     -       346.2    (meters)    1136.     (feet)  VERTCON   
 GB2674  ___________________________________________________________________
 GB2674  X           -     405,600.705 (meters)                     COMP
 GB2674  Y           -  -5,137,886.796 (meters)                     COMP
 GB2674  Z           -   3,745,362.592 (meters)                     COMP
 GB2674  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 GB2674  ELLIP HEIGHT-         316.48  (meters)          (04/12/99) GPS OBS
 GB2674  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB2674
 GB2674  HORZ ORDER  -  THIRD
 GB2674  ELLP ORDER  -  FOURTH    CLASS I
 GB2674
 GB2674.The horizontal coordinates were established by GPS observations
 GB2674.and adjusted by the National Geodetic Survey in April 1999..
 GB2674
 GB2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2674
 GB2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2674
 GB2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2674
 GB2674.The ellipsoidal height was determined by GPS observations
 GB2674.and is referenced to NAD 83.
 GB2674
 GB2674.The geoid height was determined by GEOID03.
 GB2674
 GB2674;                    North         East     Units Scale Factor Converg.
 GB2674;SPC TN       -   206,054.588   646,208.435   MT  0.99996758   +0 18 02.8
 GB2674;SPC TN       -   676,030.76  2,120,102.17   sFT  0.99996758   +0 18 02.8
 GB2674;UTM  16      - 4,006,020.537   636,108.091   MT  0.99982826   +0 53 38.2
 GB2674
 GB2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2674!SPC TN       -   0.99995033  x   0.99996758  =   0.99991791
 GB2674!UTM  16      -   0.99995033  x   0.99982826  =   0.99977860
 GB2674
 GB2674:                Primary Azimuth Mark                     Grid Az
 GB2674:SPC TN       -  COOKPORT                                 339 04 03.0
 GB2674:UTM  16      -  COOKPORT                                 338 28 27.6
 GB2674
 GB2674|---------------------------------------------------------------------|
 GB2674| PID    Reference Object                     Distance      Geod. Az  |
 GB2674|                                                           dddmmss.s |
 GB2674| GB2673 COOKPORT                            463.165 METERS 3392205.8 |
 GB2674|---------------------------------------------------------------------|
 GB2674
 GB2674                          SUPERSEDED SURVEY CONTROL
 GB2674
 GB2674  NAD 83(1995)-  36 11 21.93196(N)    085 29 10.52227(W) AD(       ) 3
 GB2674  ELLIP H (08/24/92)  316.40   (m)                       GP(       ) 5 2
 GB2674  NAD 83(1995)-  36 11 21.93238(N)    085 29 10.52151(W) AD(       ) 3
 GB2674  NGVD 29 (09/17/90)  346.3    (m)         1136.     (f) GPS OBS        
 GB2674
 GB2674.Superseded values are not recommended for survey control.
 GB2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2674.See file dsdata.txt to determine how the superseded data were derived.
 GB2674
 GB2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3610806021(NAD 83)
 GB2674_MARKER: I = METAL ROD
 GB2674_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2674_SP_SET: DRIVEN INTO GROUND
 GB2674_MARK LOGO: NGS   
 GB2674_MAGNETIC: I = MARKER IS A STEEL ROD
 GB2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2674+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1992
 GB2674
 GB2674  HISTORY     - Date     Condition        Report By
 GB2674  HISTORY     - 1987     MONUMENTED       NGS
 GB2674  HISTORY     - 1987     GOOD             NGS
 GB2674  HISTORY     - 19890821 GOOD
 GB2674  HISTORY     - 19920514 GOOD             NGS
 GB2674
 GB2674                          STATION DESCRIPTION
 GB2674
 GB2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2674'2.35 MILES NORTH ALONG STATE HIGHWAY 136 (N. WASHINGTON AVENUE)
 GB2674'FROM THE COURTHOUSE IN COOKEVILLE, TO THE JUNCTION OF THE PUTNAM
 GB2674'COUNTRY AIRPORT ROAD, THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD
 GB2674'TO PUTNAM COUNTY AIRPORT OFFICE, CONTINUE EASTERLY ALONG TAXIWAY
 GB2674'FOR ABOUT 0.1 MILE TO JUNCTION OF RUNWAY, THENCE 0.3 MILE SOUTHERLY
 GB2674'ALONG RUNWAY TO MARK ON RIGHT AND NEAR A VASI, A 3-D MARK, A STAINLESS
 GB2674'STEEL ROD DRIVEN 9.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND ENCASED
 GB2674'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE
 GB2674'WITH LOGO CAP ---STAMPED COOKPORT AZ MK 1987 RECESSED 1 INCH BELOW
 GB2674'GROUND WITH A REBAR IN CONCRETE, 64.3 FEET WEST OF WEST EDGE OF RUNWAY
 GB2674'15.6 FEET WEST OF A VASI, 32.4 FEET SOUTHWEST OF A METAL ELECTRICAL
 GB2674'BOX FOR VASI, AND 1.3 FEET EAST OF A FIBERGLASS WITNESS POST. ALSO
 GB2674'0.3 MILE SOUTHWEST OF COOKPORT 1987.
 GB2674
 GB2674                          STATION RECOVERY (1987)
 GB2674
 GB2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2674'RECOVERED IN GOOD CONDITION.
 GB2674
 GB2674                          STATION RECOVERY (1989)
 GB2674
 GB2674'RECOVERED 1989
 GB2674'RECOVERED IN GOOD CONDITION.
 GB2674
 GB2674                          STATION RECOVERY (1992)
 GB2674
 GB2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GB2674'THE STATION IS LOCATED ABOUT 3.2 KM (1.99 MI) NORTH OF COOKEVILLE, 6.4
 GB2674'KM (3.98 MI) SOUTHWEST OF ALGOOD, AND AT THE PUTNAM COUNTY AIRPORT.
 GB2674'CONTACT MR. TOMMY THOMPSON, TELEPHONE NUMBER 615-526-5726.
 GB2674'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE GO NORTH ON
 GB2674'STATE HIGHWAY 136 (NORTH WASHINGTON AVENUE) FOR 3.8 KM (2.36 MI) TO
 GB2674'THE JUNCTION OF PUTNAM COUNTY ROAD. GO EAST ON AIRPORT ROAD FOR 0.16
 GB2674'KM (0.10 MI) TO THE AIRPORT OFFICE. CONTINUE EASTERLY ALONG TAXIWAY
 GB2674'FOR ABOUT 0.16 KM (0.10 MI) TO A RUNWAY JUNCTION. GO SOUTHERLY FOR
 GB2674'0.48 KM (0.30 MI) ALONG THE RUNWAY TO THE MARK ON THE RIGHT NEAR A
 GB2674'VASI.
 GB2674'THE STATION IS SET 19.6 M (64.30 FT) WEST OF THE WEST EDGE OF A RUNWAY
 GB2674', 4.75 M (15.58 FT) WEST OF THE VASI, 9.88 M (32.41 FT) SOUTHWEST OF A
 GB2674'METAL ELECTRICAL BOX AND 0.40 M (1.31 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2600 ***********************************************************************
 GB2600  DESIGNATION -  COOPER
 GB2600  PID         -  GB2600
 GB2600  STATE/COUNTY-  TN/MORGAN
 GB2600  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2600
 GB2600                         *CURRENT SURVEY CONTROL
 GB2600  ___________________________________________________________________
 GB2600* NAD 83(1995)-  36 00 19.24539(N)    084 31 31.56617(W)     ADJUSTED  
 GB2600* NAVD 88     -       360.4    (meters)    1182.     (feet)  VERTCON   
 GB2600  ___________________________________________________________________
 GB2600  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GB2600  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB2600
 GB2600  HORZ ORDER  -  SECOND
 GB2600
 GB2600.The horizontal coordinates were established by classical geodetic methods
 GB2600.and adjusted by the National Geodetic Survey in April 1999..
 GB2600
 GB2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2600
 GB2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2600
 GB2600.The geoid height was determined by GEOID03.
 GB2600
 GB2600;                    North         East     Units Scale Factor Converg.
 GB2600;SPC TN       -   186,510.050   732,931.943   MT  0.99995285   +0 51 47.8
 GB2600;SPC TN       -   611,908.39  2,404,627.55   sFT  0.99995285   +0 51 47.8
 GB2600;UTM  16      - 3,987,373.750   723,033.202   MT  1.00021298   +1 27 19.1
 GB2600
 GB2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2600!SPC TN       -   0.99994813  x   0.99995285  =   0.99990098
 GB2600!UTM  16      -   0.99994813  x   1.00021298  =   1.00016110
 GB2600
 GB2600|---------------------------------------------------------------------|
 GB2600| PID    Reference Object                     Distance      Geod. Az  |
 GB2600|                                                           dddmmss.s |
 GB2600| DB9095 COOPER RM 2                           6.185 METERS 00100     |
 GB2600| GB2601 TS 2T                               APPROX. 5.0 KM 0091227.9 |
 GB2600| DB9094 COOPER RM 1                           7.397 METERS 16142     |
 GB2600| DB9093 COOPER AZ MK                                       2153246.7 |
 GB2600|---------------------------------------------------------------------|
 GB2600
 GB2600                          SUPERSEDED SURVEY CONTROL
 GB2600
 GB2600  NAD 83(1995)-  36 00 19.25307(N)    084 31 31.56613(W) AD(       ) 2
 GB2600  NAD 83(1995)-  36 00 19.25358(N)    084 31 31.56626(W) AD(       ) 2
 GB2600  NAD 83(1986)-  36 00 19.25802(N)    084 31 31.56423(W) AD(       ) 2
 GB2600  NAD 27      -  36 00 18.98395(N)    084 31 31.79509(W) AD(       ) 2
 GB2600  NGVD 29 (07/19/86)  360.5    (m)         1183.     (f) VERT ANG       
 GB2600
 GB2600.Superseded values are not recommended for survey control.
 GB2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2600.See file dsdata.txt to determine how the superseded data were derived.
 GB2600
 GB2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2303387374(NAD 83)
 GB2600_MARKER: DD = SURVEY DISK
 GB2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2600
 GB2600  HISTORY     - Date     Condition        Report By
 GB2600  HISTORY     - 1965     MONUMENTED       TNHD
 GB2600
 GB2600                          STATION DESCRIPTION
 GB2600
 GB2600'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2600'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF HARRIMAN.
 GB2600'
 GB2600'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND U.S.
 GB2600'HIGHWAY 27 IN HARRIMAN, GO 7.15 MILES NORTHERLY ON U.S. HIGHWAY 27
 GB2600'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD ON U.S.
 GB2600'HIGHWAY 27 FOR 0.2 MILE TO MR.  COOPERS DRIVEWAY ON THE RIGHT,
 GB2600'TURN RIGHT AND GO UPHILL AND BEHIND A HOUSE FOR 0.2 MILE ON THE
 GB2600'GRAVELED DRIVE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GB2600'
 GB2600'THE STATION MARK IS 12 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2600'GRAVELED DRIVE, 5 FEET SOUTHWEST OF A 6-INCH OAK TREE, 1.7 FEET
 GB2600'NORTHEAST OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE SURFACE
 GB2600'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2600'DEPARTMENT DISKS AND THE DISKS ARE STAMPED COOPER 1965.  THE
 GB2600'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2600'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2600'
 GB2600'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF A UTILITY POLE, 9 FEET
 GB2600'WEST OF THE GRAVELED DRIVE AND 2 FEET EAST OF THE FENCE.  IT IS A
 GB2600'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2600'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER RM-1
 GB2600'1965.
 GB2600'
 GB2600'REFERENCE MARK NO. 2 IS 7 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2600'GRAVELED DRIVE, 6 FEET EAST OF THE FENCE AND 3 FEET EAST OF A 5-INCH
 GB2600'OAK TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2600'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2600'COOPER RM-2 1965.
 GB2600'
 GB2600'THE AZIMUTH MARK IS 35 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2600'HIGHWAY 27, 20 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2600'DRIVE, 7 FEET SOUTH OF AN 18-INCH OAK TREE, 4 FEET NORTH OF A 12-INCH
 GB2600'OAK TREE AND 1.9 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 GB2600'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2600'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER AZI 1965.
 GB2600'
 GB2600'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2338 ***********************************************************************
 GC2338  DESIGNATION -  COOPER
 GC2338  PID         -  GC2338
 GC2338  STATE/COUNTY-  TN/DAVIDSON
 GC2338  USGS QUAD   -  WHITES CREEK (1994)
 GC2338
 GC2338                         *CURRENT SURVEY CONTROL
 GC2338  ___________________________________________________________________
 GC2338* NAD 83(1995)-  36 20 16.05311(N)    086 52 11.12444(W)     ADJUSTED  
 GC2338* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 GC2338  ___________________________________________________________________
 GC2338  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2338  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2338
 GC2338  HORZ ORDER  -  FIRST
 GC2338
 GC2338.The horizontal coordinates were established by classical geodetic methods
 GC2338.and adjusted by the National Geodetic Survey in April 1999..
 GC2338
 GC2338.The orthometric height was scaled from a topographic map.
 GC2338
 GC2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2338
 GC2338.The geoid height was determined by GEOID03.
 GC2338
 GC2338;                    North         East     Units Scale Factor Converg.
 GC2338;SPC TN       -   222,743.347   521,917.362   MT  0.99998696   -0 30 33.1
 GC2338;SPC TN       -   730,783.80  1,712,323.88   sFT  0.99998696   -0 30 33.1
 GC2338;UTM  16      - 4,021,423.513   511,688.250   MT  0.99960168   +0 04 37.8
 GC2338
 GC2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2338!SPC TN       -   0.99996320  x   0.99998696  =   0.99995016
 GC2338!UTM  16      -   0.99996320  x   0.99960168  =   0.99956489
 GC2338
 GC2338:                Primary Azimuth Mark                     Grid Az
 GC2338:SPC TN       -  AIRWAY BEACON 24                         014 01 03.4
 GC2338:UTM  16      -  AIRWAY BEACON 24                         013 25 52.5
 GC2338
 GC2338|---------------------------------------------------------------------|
 GC2338| PID    Reference Object                     Distance      Geod. Az  |
 GC2338|                                                           dddmmss.s |
 GC2338| GC2329 AIRWAY BEACON 24                    APPROX. 8.8 KM 0133030.3 |
 GC2338| GC2294 AIRWAY BEACON 63                    APPROX.30.8 KM 1795916.2 |
 GC2338| GC2357 AIRWAY BEACON 23                    APPROX. 5.5 KM 1871812.5 |
 GC2338| CG5142 COOPER RM 1                                        21243     |
 GC2338| CG5143 COOPER RM 2                                        29323     |
 GC2338| CG5141 COOPER AZ MK                                       3343944.7 |
 GC2338|---------------------------------------------------------------------|
 GC2338
 GC2338                          SUPERSEDED SURVEY CONTROL
 GC2338
 GC2338  NAD 83(1995)-  36 20 16.05480(N)    086 52 11.12584(W) AD(       ) 1
 GC2338  NAD 83(1995)-  36 20 16.05727(N)    086 52 11.12781(W) AD(       ) 1
 GC2338  NAD 83(1986)-  36 20 16.06314(N)    086 52 11.12741(W) AD(       ) 1
 GC2338  NAD 27      -  36 20 15.88000(N)    086 52 11.13200(W) AD(       ) 1
 GC2338
 GC2338.Superseded values are not recommended for survey control.
 GC2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2338.See file dsdata.txt to determine how the superseded data were derived.
 GC2338
 GC2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1168821424(NAD 83)
 GC2338_MARKER: DS = TRIANGULATION STATION DISK
 GC2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2338
 GC2338  HISTORY     - Date     Condition        Report By
 GC2338  HISTORY     - 1933     MONUMENTED       CGS
 GC2338  HISTORY     - 1953     MARK NOT FOUND   CGS
 GC2338
 GC2338                          STATION DESCRIPTION
 GC2338
 GC2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2338'ABOUT 14 MILES NORTH OF NASHVILLE, 8.3 MILES WEST BY NORTH OF
 GC2338'GOODLETTSVILLE, 1.7 MILES NORTH OF JOELTON, ON LAND OWNED AND
 GC2338'OCCUPIED BY J. T. COOPER, ABOUT 225 YARDS SOUTH OF MR. COOPERS HOUSE,
 GC2338'280 FEET EAST OF HIGHWAY, ON HIGHEST POINT OF KNOB ON WEST EDGE
 GC2338'OF CULTIVATED FIELD, AND 103 FEET WEST OF NORTHWEST CORNER OF TENANT
 GC2338'HOUSE. TO REACH FROM JOELTON, GO TO LARGE BRICK SCHOOLHOUSE AT EAST
 GC2338'EDGE OF TOWN, TURN NORTH AND GO 1.7 MILES TO FARM OF MR. COOPER AND
 GC2338'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GC2338'DISKS IN CONCRET.  UPPER MARK IS 14 INCHES BELOW
 GC2338'SURFACE OF GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2338'DISKS IN CONCRETE, PROJECTING 12 INCHES ABOVE GROUND. NO.
 GC2338'1 IS ON WEST SLOPE OF KNOB, ABOUT 40 YARDS SOUTH OF CORNER OF TENANT
 GC2338'HOUSE, 21 FEET EAST OF CENTER LINE OF HIGHWAY, ON EAST EDGE OF
 GC2338'HIGHWAY RIGHT-OF-WAY, AND 247.31 FEET (SLOPE DISTANCE) FROM STATION,
 GC2338'S 32 DEG 43 MIN W.  43 MIN. NO. 2 IS ON EAST EDGE OF HIGHWAY
 GC2338'RIGHT-OF-WAY, 16 FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, AND
 GC2338'309.26 FEET (SLOPE DISTANCE) FROM STATION, N 66 DEG 37 MIN W.
 GC2338'
 GC2338'AZIMUTH MARK IS 125 FEET WEST OF MR. COOPERS HOUSE, 15 FEET WEST OF
 GC2338'CENTER LINE OF HIGHWAY, ALONG TELEPHONE LINE, AND APPROXIMATELY
 GC2338'0.2 MILE FROM STATION, N 43 DEG 38 MIN 01 SEC W.
 GC2338
 GC2338                          STATION RECOVERY (1953)
 GC2338
 GC2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2338'STATION WAS SEARCHED FOR AFTER COOPER 2 WAS ESTABLISHED. IT WAS NOT
 GC2338'FOUND AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2339 ***********************************************************************
 GC2339  DESIGNATION -  COOPER 2
 GC2339  PID         -  GC2339
 GC2339  STATE/COUNTY-  TN/DAVIDSON
 GC2339  USGS QUAD   -  WHITES CREEK (1994)
 GC2339
 GC2339                         *CURRENT SURVEY CONTROL
 GC2339  ___________________________________________________________________
 GC2339* NAD 83(1995)-  36 20 16.65756(N)    086 52 11.13428(W)     ADJUSTED  
 GC2339* NAVD 88     -       260.6    (meters)     855.     (feet)  VERTCON   
 GC2339  ___________________________________________________________________
 GC2339  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2339  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2339
 GC2339  HORZ ORDER  -  SECOND
 GC2339
 GC2339.The horizontal coordinates were established by classical geodetic methods
 GC2339.and adjusted by the National Geodetic Survey in April 1999..
 GC2339
 GC2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2339
 GC2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2339
 GC2339.The geoid height was determined by GEOID03.
 GC2339
 GC2339;                    North         East     Units Scale Factor Converg.
 GC2339;SPC TN       -   222,761.979   521,917.282   MT  0.99998699   -0 30 33.1
 GC2339;SPC TN       -   730,844.93  1,712,323.62   sFT  0.99998699   -0 30 33.1
 GC2339;UTM  16      - 4,021,442.136   511,687.979   MT  0.99960168   +0 04 37.8
 GC2339
 GC2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2339!SPC TN       -   0.99996372  x   0.99998699  =   0.99995071
 GC2339!UTM  16      -   0.99996372  x   0.99960168  =   0.99956541
 GC2339
 GC2339|---------------------------------------------------------------------|
 GC2339| PID    Reference Object                     Distance      Geod. Az  |
 GC2339|                                                           dddmmss.s |
 GC2339| CG5145 COOPER 2 RM 1                        26.932 METERS 00316     |
 GC2339| CG5144 COOPER 2 AZ MK                                     0080548.5 |
 GC2339| GC2330 GREENBRIER MUNICIPAL TANK           APPROX.11.7 KM 0313629.7 |
 GC2339| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 0.8 KM 1053819.8 |
 GC2339| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX.10.7 KM 1362610.1 |
 GC2339| CG5146 COOPER 2 RM 2                        28.816 METERS 13733     |
 GC2339| GC2359 JOELTON MUNICIPAL TANK              APPROX. 2.4 KM 1930712.5 |
 GC2339|---------------------------------------------------------------------|
 GC2339
 GC2339                          SUPERSEDED SURVEY CONTROL
 GC2339
 GC2339  NAD 83(1995)-  36 20 16.65901(N)    086 52 11.13599(W) AD(       ) 2
 GC2339  NAD 83(1995)-  36 20 16.66183(N)    086 52 11.13740(W) AD(       ) 2
 GC2339  NAD 83(1986)-  36 20 16.66752(N)    086 52 11.13755(W) AD(       ) 2
 GC2339  NAD 27      -  36 20 16.48370(N)    086 52 11.14190(W) AD(       ) 2
 GC2339  NGVD 29 (07/19/86)  260.7    (m)          855.     (f) VERT ANG       
 GC2339
 GC2339.Superseded values are not recommended for survey control.
 GC2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2339.See file dsdata.txt to determine how the superseded data were derived.
 GC2339
 GC2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1168821442(NAD 83)
 GC2339_MARKER: DS = TRIANGULATION STATION DISK
 GC2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2339
 GC2339  HISTORY     - Date     Condition        Report By
 GC2339  HISTORY     - 1953     MONUMENTED       CGS
 GC2339  HISTORY     - 1965     GOOD             CGS
 GC2339
 GC2339                          STATION DESCRIPTION
 GC2339
 GC2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2339'STATION IS LOCATED 14 MILES NORTHWEST OF NASHVILLE AND 2 MILES NORTH
 GC2339'OF JOELTON ON PROPERTY OWNED BY MRS. J.T. COOPER.  IT IS 106 FEET
 GC2339'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE AND 13 FEET SOUTH
 GC2339'OF A FENCE CORNER AND A WHITE WITNESS POST. THE MARK PROJECTS
 GC2339'2 INCHES AND THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF A 4 INCH APPLE TREE AND 1
 GC2339'FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 GC2339'DISK IS STAMPED COOPER 2 NO. 1 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A FENCE LINE. THE MARK IS
 GC2339'FLUSH AND THE DISK IS STAMPED COOPER 2 NO. 2 1953.
 GC2339'
 GC2339'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A DIRT DRIVEWAY, 2
 GC2339'FEET NORTH OF A FENCE LINE, 1 FOOT EAST OF A WHITE WITNESS POST
 GC2339'AND 1 FOOT WEST OF A POWER LINE POLE. THE MARK PROJECTS 2 INCHES AND
 GC2339'THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 65 AND
 GC2339'OLD CLARKSVILLE PIKE AT THE JOELTON HIGH SCHOOL IN JOELTON, GO
 GC2339'NORTH ON HIGHWAY 65 FOR 1.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 GC2339'RIGHT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2339'
 GC2339'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE DRIVEWAY
 GC2339'FOR 0.1 MILE TO HIGHWAY 65, TURN RIGHT AND GO NORTH FOR 0.2 MILE TO
 GC2339'A DIRT DRIVEWAY, TURN RIGHT AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 GC2339'THE RIGHT AS DESCRIBED.
 GC2339'
 GC2339'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2339
 GC2339                          STATION RECOVERY (1965)
 GC2339
 GC2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2339'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. DUE TO
 GC2339'MINOR DISCREPANCIES AND CHANGES, A NEW AND COMPLETE DESCRIPTION
 GC2339'FOLLOWS-
 GC2339'
 GC2339'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF NASHVILLE AND
 GC2339'ABOUT 2 MILES NORTH OF JOELTON.
 GC2339'
 GC2339'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO 0.1 MILE
 GC2339'EASTERLY ON OLD CLARKSVILLE PIKE TO THE JUNCTION OF U.S. HIGHWAY
 GC2339'431. TURN LEFT, NORTH, AND GO 1.8 MILES ON U.S. HIGHWAY 431 TO A
 GC2339'DRIVE ON THE RIGHT LEADING TO A BRICK HOUSE, *TURN RIGHT, EAST,
 GC2339'AND GO 0.1 MILE TO THE END OF THE DRIVE AND THE STATION ABOUT 100
 GC2339'FEET STRAIGHT AHEAD.
 GC2339'
 GC2339'THE STATION IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 GC2339'ATTACHED BRICK GARAGE, 13 FEET SOUTH OF A FENCE CORNER- POST AND
 GC2339'12.2 FEET SOUTH OF A WHITE, WOODEN, WITNESS POST. THE MARK IS A
 GC2339'STANDARD U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP
 GC2339'OF A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 GC2339'AND THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 1 IS 7 FT S OF A 12-IN TREE. THE MK IS A STANDARD
 GC2339'U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2339'10-INCH, SQUARE, CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES, AND
 GC2339'THE DISK IS STAMPED COOPER 2 NO. 1 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 2 IS 8 FEET NORTHEAST OF AN 8-INCH APPLE TREE. THE
 GC2339'MARK IS A STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF A 10-INCH,
 GC2339'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER 2 NO.
 GC2339'2 1953.
 GC2339'
 GC2339'THE AZIMUTH MARK IS 20 FEET SOUTH OF A DIRT ROAD, 2 FEET NORTH OF A
 GC2339'FENCE LINE, 1 FOOT WEST OF A POWER POLE AND 1 FOOT EAST OF A WHITE,
 GC2339'WOODEN, WITNESS POST. THE MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH
 GC2339'MARK DISK SET IN THE TOP OF A 10- INCH, SQUARE, FLUSH, CONCRETE
 GC2339'MONUMENT AND THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'TO REACH THE AZIMUTH MARK, *CONTINUE NORTH ON U.S. HIGHWAY 431 FOR
 GC2339'0.3 MILE TO A DIRT ROAD, RIGHT, TURN RIGHT, EAST, GO 0.15 MILE TO
 GC2339'THE MARK ON THE RIGHT.
 GC2339'
 GC2339'ALL OBSERVATIONS WERE MADE FROM A 90 FEET STEEL TOWER.
 GC2339'
 GC2339'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2147 ***********************************************************************
 GA2147  DESIGNATION -  COPE
 GA2147  PID         -  GA2147
 GA2147  STATE/COUNTY-  TN/HAWKINS
 GA2147  USGS QUAD   -  CAMELOT (1976)
 GA2147
 GA2147                         *CURRENT SURVEY CONTROL
 GA2147  ___________________________________________________________________
 GA2147* NAD 83(1995)-  36 22 53.21933(N)    083 03 23.55382(W)     ADJUSTED  
 GA2147* NAVD 88     -       365.121  (meters)    1197.90   (feet)  ADJUSTED  
 GA2147  ___________________________________________________________________
 GA2147  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GA2147  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2147  DYNAMIC HT  -         364.787 (meters)    1196.81  (feet)  COMP
 GA2147  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2147
 GA2147  HORZ ORDER  -  SECOND
 GA2147  VERT ORDER  -  SECOND    CLASS 0
 GA2147
 GA2147.The horizontal coordinates were established by classical geodetic methods
 GA2147.and adjusted by the National Geodetic Survey in April 1999..
 GA2147
 GA2147.The orthometric height was determined by differential leveling
 GA2147.and adjusted by the National Geodetic Survey in June 1991..
 GA2147
 GA2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2147
 GA2147.The geoid height was determined by GEOID03.
 GA2147
 GA2147.The dynamic height is computed by dividing the NAVD 88
 GA2147.geopotential number by the normal gravity value computed on the
 GA2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2147.degrees latitude (g = 980.6199 gals.).
 GA2147
 GA2147.The modeled gravity was interpolated from observed gravity values.
 GA2147
 GA2147;                    North         East     Units Scale Factor Converg.
 GA2147;SPC TN       -   231,212.119   864,067.594   MT  0.99999394   +1 43 23.6
 GA2147;SPC TN       -   758,568.43  2,834,861.76   sFT  0.99999394   +1 43 23.6
 GA2147;UTM  17      - 4,028,222.342   315,533.568   MT  1.00001927   -1 13 12.7
 GA2147
 GA2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2147!SPC TN       -   0.99994761  x   0.99999394  =   0.99994155
 GA2147!UTM  17      -   0.99994761  x   1.00001927  =   0.99996688
 GA2147
 GA2147:                Primary Azimuth Mark                     Grid Az
 GA2147:SPC TN       -  COPE AZ MK                               043 51 00.5
 GA2147:UTM  17      -  COPE AZ MK                               046 47 36.8
 GA2147
 GA2147|---------------------------------------------------------------------|
 GA2147| PID    Reference Object                     Distance      Geod. Az  |
 GA2147|                                                           dddmmss.s |
 GA2147| GA2145 COPE AZ MK                                         0453424.1 |
 GA2147| GA2146 COPE RM 1                            24.180 METERS 05308     |
 GA2147| GA3411 ROGERSVILLE TVA STM PLT MAST        APPROX. 5.5 KM 0764705.9 |
 GA2147| GA2148 COPE RM 2                            22.939 METERS 23050     |
 GA2147|---------------------------------------------------------------------|
 GA2147
 GA2147                          SUPERSEDED SURVEY CONTROL
 GA2147
 GA2147  NAD 83(1995)-  36 22 53.22339(N)    083 03 23.55741(W) AD(       ) 2
 GA2147  NAD 83(1995)-  36 22 53.23446(N)    083 03 23.56030(W) AD(       ) 2
 GA2147  NAD 83(1995)-  36 22 53.22633(N)    083 03 23.56009(W) AD(       ) 2
 GA2147  NAD 83(1986)-  36 22 53.22839(N)    083 03 23.55722(W) AD(       ) 2
 GA2147  NAD 27      -  36 22 52.88845(N)    083 03 23.96228(W) AD(       ) 2
 GA2147  NGVD 29 (??/??/92)  365.269  (m)         1198.39   (f) ADJ UNCH    2 0
 GA2147
 GA2147.Superseded values are not recommended for survey control.
 GA2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2147.See file dsdata.txt to determine how the superseded data were derived.
 GA2147
 GA2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1553428222(NAD 83)
 GA2147_MARKER: DD = SURVEY DISK
 GA2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2147_STAMPING: COPE 1964
 GA2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2147+STABILITY: SURFACE MOTION
 GA2147
 GA2147  HISTORY     - Date     Condition        Report By
 GA2147  HISTORY     - 1964     MONUMENTED       TNHD
 GA2147  HISTORY     - 1964     GOOD             TNGS
 GA2147
 GA2147                          STATION DESCRIPTION
 GA2147
 GA2147'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2147'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF ROGERSVILLE.
 GA2147'
 GA2147'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.1
 GA2147'MILES SOUTHWEST ON
 GA2147'U.S.  HIGHWAY 11W TO THE AZIMUTH MARK ON THE RIGHT,
 GA2147'CONTINUE FOR 0.2 MILE SOUTHWEST
 GA2147'ON U.S.  HIGHWAY 11W TO AN ABANDONED
 GA2147'WHITE FRAME CHURCH ON THE LEFT AND THE STATION ON
 GA2147'THE LEFT AS
 GA2147'DESCRIBED.
 GA2147'
 GA2147'THE STATION IS 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA2147'CHURCH, 60 FEET SOUTH OF
 GA2147'A 14-INCH PINE TREE, 37 FEET NORTH OF A 5-INCH PINE
 GA2147'TREE AND 5.1 FEET WEST OF A
 GA2147'WITNESS POST.  THE SURFACE AND
 GA2147'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2147'HIGHWAY DEPARTMENT DISKS AND
 GA2147'ARE STAMPED COPE 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GA2147'INCHES BELOW THE
 GA2147'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2147'CONCRETE MONUMENT.
 GA2147'
 GA2147'REFERENCE MARK NO. 1 IS 58 FEET EAST OF A 14-INCH PINE TREE AND 26
 GA2147'FEET SOUTHWEST OF A
 GA2147'9-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2147'DEPARTMENT DISK SET IN A 10-INCH
 GA2147'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2147'THE DISK IS STAMPED COPE RM-1 1964.
 GA2147'
 GA2147'REFERENCE MARK NO. 2 IS 34 FEET EAST OF A 3-INCH PINE TREE, 24 FEET
 GA2147'WEST OF A 5-INCH PINE TREE
 GA2147'AND 18 FEET NORTH OF A 5-INCH PINE TREE.  IT IS A
 GA2147'STANDARD TENNESSEE HIGHWAY
 GA2147'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2147'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2147'STAMPED COPE RM-2 1964.
 GA2147'
 GA2147'THE AZIMUTH MARK IS 55 FEET NORTHEAST OF A UTILITY POLE WSPIT2, 20
 GA2147'FEET WEST OF THE
 GA2147'APPROXIMATE CENTER OF U.S.  HIGHWAY 11W, 4 FEET WEST OF A MAIL
 GA2147'BOX AND 2.7 FEET
 GA2147'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 GA2147'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2147'AND THE DISK IS STAMPED COPE AZI
 GA2147'1964.
 GA2147'
 GA2147'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2147'
 GA2147'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA2147
 GA2147                          STATION RECOVERY (1964)
 GA2147
 GA2147'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2147'3 MI SW FROM ROGERSVILLE.
 GA2147'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.3
 GA2147'MILES SOUTHWEST ON U.S. HIGHWAY 11W TO AN ABANDONED WHITE FRAME
 GA2147'CHURCH ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS
 GA2147'118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 60
 GA2147'FEET SOUTH OF A 14-INCH PINE TREE, 37 FEET NORTH OF A 5-INCH PINE
 GA2147'TREE AND 5.1 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2147'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2147'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1914 ***********************************************************************
 FC1914  DESIGNATION -  COPE
 FC1914  PID         -  FC1914
 FC1914  STATE/COUNTY-  TN/WARREN
 FC1914  USGS QUAD   -  CAMPAIGN (1981)
 FC1914
 FC1914                         *CURRENT SURVEY CONTROL
 FC1914  ___________________________________________________________________
 FC1914* NAD 83(1995)-  35 47 46.31452(N)    085 43 08.97344(W)     ADJUSTED  
 FC1914* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 FC1914  ___________________________________________________________________
 FC1914  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FC1914  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1914
 FC1914  HORZ ORDER  -  SECOND
 FC1914
 FC1914.The horizontal coordinates were established by classical geodetic methods
 FC1914.and adjusted by the National Geodetic Survey in April 1999..
 FC1914
 FC1914.The orthometric height was scaled from a topographic map.
 FC1914
 FC1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1914
 FC1914.The geoid height was determined by GEOID03.
 FC1914
 FC1914;                    North         East     Units Scale Factor Converg.
 FC1914;SPC TN       -   162,339.778   625,385.286   MT  0.99994862   +0 09 51.9
 FC1914;SPC TN       -   532,609.75  2,051,784.89   sFT  0.99994862   +0 09 51.9
 FC1914;UTM  16      - 3,962,101.011   615,738.488   MT  0.99976506   +0 44 57.3
 FC1914
 FC1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1914!SPC TN       -   0.99994476  x   0.99994862  =   0.99989339
 FC1914!UTM  16      -   0.99994476  x   0.99976506  =   0.99970984
 FC1914
 FC1914|---------------------------------------------------------------------|
 FC1914| PID    Reference Object                     Distance      Geod. Az  |
 FC1914|                                                           dddmmss.s |
 FC1914| CG5151 COPE RM 1                            15.277 METERS 01056     |
 FC1914| CG5152 COPE RM 2                            24.155 METERS 07520     |
 FC1914| CG5150 COPE AZ MK                                         1560227.5 |
 FC1914| FC1916 MCMINNVILLE MUNICIPAL TANK          APPROX.12.5 KM 2022100.8 |
 FC1914|---------------------------------------------------------------------|
 FC1914
 FC1914                          SUPERSEDED SURVEY CONTROL
 FC1914
 FC1914  NAD 83(1995)-  35 47 46.31878(N)    085 43 08.97773(W) AD(       ) 2
 FC1914  NAD 83(1986)-  35 47 46.32633(N)    085 43 08.97363(W) AD(       ) 2
 FC1914  NAD 27      -  35 47 46.07700(N)    085 43 09.04100(W) AD(       ) 2
 FC1914
 FC1914.Superseded values are not recommended for survey control.
 FC1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1914.See file dsdata.txt to determine how the superseded data were derived.
 FC1914
 FC1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1573862101(NAD 83)
 FC1914_MARKER: DS = TRIANGULATION STATION DISK
 FC1914_SETTING: 66 = SET IN ROCK OUTCROP
 FC1914
 FC1914  HISTORY     - Date     Condition        Report By
 FC1914  HISTORY     - 1934     MONUMENTED       CGS
 FC1914
 FC1914                          STATION DESCRIPTION
 FC1914
 FC1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1914'ABOUT 8-1/2 MILES NORTH-NORTHEAST OF MCMINNVILLE, 12.8 MILES
 FC1914'SOUTH-SOUTHEAST OF SMITHVILLE, AND ON SUMMIT OF COPE MOUNTAIN.
 FC1914'TO REACH FROM MCMINNVILLE, TAKE MAIN MACADAM ROAD TOWARD MOUNTAIN
 FC1914'CITY WOOLEN MILLS AND GO 9 MILES TO GREENS CROSSROAD, TURN LEFT AND
 FC1914'FOLLOW GRAVEL ROAD 0.5 MILE TO ROCK QUARRY, AND CONTINUE ABOUT 0.25
 FC1914'MILE UP HILL FROM QUARRY.  STATION IS IN 4-BY 3-FOOT FLAT
 FC1914'OUTCROPPING ROCK WHICH IS FLUSH WITH GROUND AND IN CENTER OF GROUP OF
 FC1914'LARGE ROCKS, 21 FEET WEST-SOUTHWEST OF 14-INCH OAK TREE WITH
 FC1914'TRIANGULAR BLAZE ON WEST SIDE, AND 16.5 FEET SOUTH OF FENCE LINE.
 FC1914'MARK IS STANDARD DISK STATION MARK WEDGED IN DRILL HOLE IN ROCK.
 FC1914'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN OUTCROPPING
 FC1914'BEDROCK.  NO. 1 IS IN 2- BY 1-FOOT FLAT ROCK OUTCROP WHICH
 FC1914'PROTRUDES ABOUT 2 INCHES AND 50.12 FEET FROM STATION
 FC1914'N 10 DEG 56 MIN E. NO. 2 IS IN 3- BY 2-FOOT ROCK OUTCROP WHICH
 FC1914'PROTRUDES ABOUT 4 INCHES AND 79.25 FEET FROM STATION N 75
 FC1914'DEG 20 MIN E.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 FC1914'ON PROPERTY OF W.F. SMITH, 40 YARDS NORTH OF GREENS
 FC1914'CROSSROAD SCHOOL, 10 YARDS EAST OF CENTER LINE OF COUNTY ROAD, 25
 FC1914'YARDS NORTHEAST OF CROSSROAD, AND 0.5 MILE FROM STATION
 FC1914'S 23 DEG 58 MIN E. FOLLOWING DISTANCES AND BEARINGS ARE FROM
 FC1914'STATION- MCMINNVILLE, MUNICIPAL WATER TANK (ALUMINUM), 7.8 MILES, S 22
 FC1914'DEG 21 MIN W. AND CAMPAIGN, ROCK RIVER COAL AND LUMBER CO.,
 FC1914'ALUMINUM WATER TANK, BALL ON TOP, 5 MILES, S 69 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2145 ***********************************************************************
 GA2145  DESIGNATION -  COPE AZ MK
 GA2145  PID         -  GA2145
 GA2145  STATE/COUNTY-  TN/HAWKINS
 GA2145  USGS QUAD   -  CAMELOT (1976)
 GA2145
 GA2145                         *CURRENT SURVEY CONTROL
 GA2145  ___________________________________________________________________
 GA2145* NAD 83(1986)-  36 23 01.     (N)    083 03 15.     (W)     SCALED    
 GA2145* NAVD 88     -       359.175  (meters)    1178.39   (feet)  ADJUSTED  
 GA2145  ___________________________________________________________________
 GA2145  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA2145  DYNAMIC HT  -         358.846 (meters)    1177.31  (feet)  COMP
 GA2145  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2145
 GA2145  VERT ORDER  -  SECOND    CLASS 0
 GA2145
 GA2145.The horizontal coordinates were scaled from a topographic map and have
 GA2145.an estimated accuracy of +/- 6 seconds.
 GA2145
 GA2145.The orthometric height was determined by differential leveling
 GA2145.and adjusted by the National Geodetic Survey in June 1991..
 GA2145
 GA2145.The geoid height was determined by GEOID03.
 GA2145
 GA2145.The dynamic height is computed by dividing the NAVD 88
 GA2145.geopotential number by the normal gravity value computed on the
 GA2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2145.degrees latitude (g = 980.6199 gals.).
 GA2145
 GA2145.The modeled gravity was interpolated from observed gravity values.
 GA2145
 GA2145;                    North         East    Units  Estimated Accuracy
 GA2145;SPC TN       -   231,460.      864,270.      MT  (+/- 180 meters Scaled)
 GA2145
 GA2145                          SUPERSEDED SURVEY CONTROL
 GA2145
 GA2145  NGVD 29 (??/??/92)  359.380  (m)         1179.07   (f) ADJ UNCH    2 0
 GA2145
 GA2145.Superseded values are not recommended for survey control.
 GA2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2145.See file dsdata.txt to determine how the superseded data were derived.
 GA2145
 GA2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA157284(NAD 83)
 GA2145_MARKER: DD = SURVEY DISK
 GA2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2145_STAMPING: COPE AZI 1964
 GA2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2145+STABILITY: SURFACE MOTION
 GA2145
 GA2145  HISTORY     - Date     Condition        Report By
 GA2145  HISTORY     - 1964     MONUMENTED       TNHD
 GA2145
 GA2145                          STATION DESCRIPTION
 GA2145
 GA2145'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2145'3 MI SW FROM ROGERSVILLE.
 GA2145'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2145'3.1 MILES SOUTHWEST ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.
 GA2145'THE MARK IS 55 FEET NORTHEAST OF UTILITY POLE NO. WSP1T2, 20 FEET
 GA2145'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 4 FEET WEST
 GA2145'OF A MAIL BOX AND 2.7 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 GA2145'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2145'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2146 ***********************************************************************
 GA2146  DESIGNATION -  COPE RM 1
 GA2146  PID         -  GA2146
 GA2146  STATE/COUNTY-  TN/HAWKINS
 GA2146  USGS QUAD   -  CAMELOT (1976)
 GA2146
 GA2146                         *CURRENT SURVEY CONTROL
 GA2146  ___________________________________________________________________
 GA2146* NAD 83(1986)-  36 22 52.     (N)    083 03 23.     (W)     SCALED    
 GA2146* NAVD 88     -       365.636  (meters)    1199.59   (feet)  ADJUSTED  
 GA2146  ___________________________________________________________________
 GA2146  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2146  DYNAMIC HT  -         365.301 (meters)    1198.49  (feet)  COMP
 GA2146  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2146
 GA2146  VERT ORDER  -  SECOND    CLASS 0
 GA2146
 GA2146.The horizontal coordinates were scaled from a topographic map and have
 GA2146.an estimated accuracy of +/- 6 seconds.
 GA2146
 GA2146.The orthometric height was determined by differential leveling
 GA2146.and adjusted by the National Geodetic Survey in June 1991..
 GA2146
 GA2146.The geoid height was determined by GEOID03.
 GA2146
 GA2146.The dynamic height is computed by dividing the NAVD 88
 GA2146.geopotential number by the normal gravity value computed on the
 GA2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2146.degrees latitude (g = 980.6199 gals.).
 GA2146
 GA2146.The modeled gravity was interpolated from observed gravity values.
 GA2146
 GA2146;                    North         East    Units  Estimated Accuracy
 GA2146;SPC TN       -   231,180.      864,080.      MT  (+/- 180 meters Scaled)
 GA2146
 GA2146                          SUPERSEDED SURVEY CONTROL
 GA2146
 GA2146  NGVD 29 (??/??/92)  365.783  (m)         1200.07   (f) ADJ UNCH    2 0
 GA2146
 GA2146.Superseded values are not recommended for survey control.
 GA2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2146.See file dsdata.txt to determine how the superseded data were derived.
 GA2146
 GA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA155281(NAD 83)
 GA2146_MARKER: DD = SURVEY DISK
 GA2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2146_STAMPING: COPE RM-1 1964
 GA2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2146+STABILITY: SURFACE MOTION
 GA2146
 GA2146  HISTORY     - Date     Condition        Report By
 GA2146  HISTORY     - 1964     MONUMENTED       TNHD
 GA2146
 GA2146                          STATION DESCRIPTION
 GA2146
 GA2146'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2146'3 MI SW FROM ROGERSVILLE.
 GA2146'THE MARK IS LOCATED AT THE COPE 1964 STATION SITE, 58 FEET EAST
 GA2146'OF A 14-INCH PINE TREE AND 26 FEET SOUTHWEST OF A 9-INCH PINE TREE.
 GA2146'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2146'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2146'NOTE-- FOR DESCR. SEE STATION COPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2148 ***********************************************************************
 GA2148  DESIGNATION -  COPE RM 2
 GA2148  PID         -  GA2148
 GA2148  STATE/COUNTY-  TN/HAWKINS
 GA2148  USGS QUAD   -  CAMELOT (1976)
 GA2148
 GA2148                         *CURRENT SURVEY CONTROL
 GA2148  ___________________________________________________________________
 GA2148* NAD 83(1986)-  36 22 52.     (N)    083 03 23.     (W)     SCALED    
 GA2148* NAVD 88     -       364.071  (meters)    1194.46   (feet)  ADJUSTED  
 GA2148  ___________________________________________________________________
 GA2148  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2148  DYNAMIC HT  -         363.738 (meters)    1193.36  (feet)  COMP
 GA2148  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2148
 GA2148  VERT ORDER  -  SECOND    CLASS 0
 GA2148
 GA2148.The horizontal coordinates were scaled from a topographic map and have
 GA2148.an estimated accuracy of +/- 6 seconds.
 GA2148
 GA2148.The orthometric height was determined by differential leveling
 GA2148.and adjusted by the National Geodetic Survey in June 1991..
 GA2148
 GA2148.The geoid height was determined by GEOID03.
 GA2148
 GA2148.The dynamic height is computed by dividing the NAVD 88
 GA2148.geopotential number by the normal gravity value computed on the
 GA2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2148.degrees latitude (g = 980.6199 gals.).
 GA2148
 GA2148.The modeled gravity was interpolated from observed gravity values.
 GA2148
 GA2148;                    North         East    Units  Estimated Accuracy
 GA2148;SPC TN       -   231,180.      864,080.      MT  (+/- 180 meters Scaled)
 GA2148
 GA2148                          SUPERSEDED SURVEY CONTROL
 GA2148
 GA2148  NGVD 29 (??/??/92)  364.219  (m)         1194.94   (f) ADJ UNCH    2 0
 GA2148
 GA2148.Superseded values are not recommended for survey control.
 GA2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2148.See file dsdata.txt to determine how the superseded data were derived.
 GA2148
 GA2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA155281(NAD 83)
 GA2148_MARKER: DD = SURVEY DISK
 GA2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2148_STAMPING: COPE RM-2 1964
 GA2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2148+STABILITY: SURFACE MOTION
 GA2148
 GA2148  HISTORY     - Date     Condition        Report By
 GA2148  HISTORY     - 1964     MONUMENTED       TNHD
 GA2148
 GA2148                          STATION DESCRIPTION
 GA2148
 GA2148'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2148'3 MI SW FROM ROGERSVILLE.
 GA2148'THE MARK IS LOCATED AT THE COPE 1964 STATION SITE, 34 FEET EAST OF
 GA2148'A 3-INCH PINE TREE, 24 FEET WEST OF A 5-INCH PINE TREE AND 18
 GA2148'FEET NORTH OF A 5-INCH PINE TREE.  THE MARK IS A STANDARD TENNESSEE
 GA2148'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2148'MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION COPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0048 ***********************************************************************
 EE0048  DESIGNATION -  COPPERHILL
 EE0048  PID         -  EE0048
 EE0048  STATE/COUNTY-  TN/POLK
 EE0048  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0048
 EE0048                         *CURRENT SURVEY CONTROL
 EE0048  ___________________________________________________________________
 EE0048* NAD 83(1986)-  34 59 20.     (N)    084 22 13.     (W)     SCALED    
 EE0048* NAVD 88     -       449.800  (meters)    1475.72   (feet)  ADJUSTED  
 EE0048  ___________________________________________________________________
 EE0048  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0048  DYNAMIC HT  -         449.342 (meters)    1474.22  (feet)  COMP
 EE0048  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 EE0048
 EE0048  VERT ORDER  -  SECOND    CLASS 0
 EE0048
 EE0048.The horizontal coordinates were scaled from a topographic map and have
 EE0048.an estimated accuracy of +/- 6 seconds.
 EE0048
 EE0048.The orthometric height was determined by differential leveling
 EE0048.and adjusted by the National Geodetic Survey in June 1991..
 EE0048
 EE0048.The geoid height was determined by GEOID03.
 EE0048
 EE0048.The dynamic height is computed by dividing the NAVD 88
 EE0048.geopotential number by the normal gravity value computed on the
 EE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0048.degrees latitude (g = 980.6199 gals.).
 EE0048
 EE0048.The modeled gravity was interpolated from observed gravity values.
 EE0048
 EE0048;                    North         East    Units  Estimated Accuracy
 EE0048;SPC TN       -    73,970.      748,800.      MT  (+/- 180 meters Scaled)
 EE0048
 EE0048                          SUPERSEDED SURVEY CONTROL
 EE0048
 EE0048  NGVD 29 (??/??/92)  449.830  (m)         1475.82   (f) ADJ UNCH    2 0
 EE0048
 EE0048.Superseded values are not recommended for survey control.
 EE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0048.See file dsdata.txt to determine how the superseded data were derived.
 EE0048
 EE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD400749(NAD 83)
 EE0048_MARKER: DB = BENCH MARK DISK
 EE0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0048_SP_SET: BUILDING
 EE0048_STAMPING: COPPERHILL 1933
 EE0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0048
 EE0048  HISTORY     - Date     Condition        Report By
 EE0048  HISTORY     - 1933     MONUMENTED       CGS
 EE0048  HISTORY     - 1951     GOOD             NGS
 EE0048  HISTORY     - 20010315 POOR             LOCSUR
 EE0048
 EE0048                          STATION DESCRIPTION
 EE0048
 EE0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EE0048'AT COPPERHILL.
 EE0048'AT COPPERHILL, POLK COUNTY, IN THE EAST FACE OF THE CITY HALL,
 EE0048'AT THE CORNER OF E. MAIN AND NORTH GRAND STREETS, 37.4 WEST OF
 EE0048'SOUTHWEST CORNER OF WEAVER STUDIO BUILDING, 31.7 FEET NORTH OF
 EE0048'NORTH RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD, 10.8 FEET
 EE0048'SOUTH OF CENTERLINE OF DOOR TO CITY HALL, 5.0 FEET ABOVE LEVEL
 EE0048'OF STREET AND 2.9 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 EE0048
 EE0048                          STATION RECOVERY (2001)
 EE0048
 EE0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 EE0048'OLD CITY HALL BUILDING HAS BEEN REMOVED.  ONLY FOUNDATION AT SIDEWALK
 EE0048'LEVEL REMAINS.  NO MONUMENT REMAINS WERE FOUND AT THIS LOCATION.
 EE0048'CURRENT CITY HALL IS OLD YMCA BUILDING WHICH WAS BEHIND OLD CITY HALL.
 EE0048' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1105 ***********************************************************************
 GA1105  DESIGNATION -  CORBIN
 GA1105  PID         -  GA1105
 GA1105  STATE/COUNTY-  TN/HAWKINS
 GA1105  USGS QUAD   -  BUREM (1976)
 GA1105
 GA1105                         *CURRENT SURVEY CONTROL
 GA1105  ___________________________________________________________________
 GA1105* NAD 83(1995)-  36 27 26.53171(N)    082 56 44.43755(W)     ADJUSTED  
 GA1105* NAVD 88     -       385.429  (meters)    1264.53   (feet)  ADJUSTED  
 GA1105  ___________________________________________________________________
 GA1105  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA1105  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1105  DYNAMIC HT  -         385.080 (meters)    1263.38  (feet)  COMP
 GA1105  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA1105
 GA1105  HORZ ORDER  -  SECOND
 GA1105  VERT ORDER  -  SECOND    CLASS 0
 GA1105
 GA1105.The horizontal coordinates were established by classical geodetic methods
 GA1105.and adjusted by the National Geodetic Survey in April 1999..
 GA1105
 GA1105.The orthometric height was determined by differential leveling
 GA1105.and adjusted by the National Geodetic Survey in June 1991..
 GA1105
 GA1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1105
 GA1105.The geoid height was determined by GEOID03.
 GA1105
 GA1105.The dynamic height is computed by dividing the NAVD 88
 GA1105.geopotential number by the normal gravity value computed on the
 GA1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1105.degrees latitude (g = 980.6199 gals.).
 GA1105
 GA1105.The modeled gravity was interpolated from observed gravity values.
 GA1105
 GA1105;                    North         East     Units Scale Factor Converg.
 GA1105;SPC TN       -   239,937.401   873,747.679   MT  1.00000747   +1 47 17.2
 GA1105;SPC TN       -   787,194.62  2,866,620.51   sFT  1.00000747   +1 47 17.2
 GA1105;UTM  17      - 4,036,438.906   325,648.971   MT  0.99997454   -1 09 23.3
 GA1105
 GA1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1105!SPC TN       -   0.99994442  x   1.00000747  =   0.99995189
 GA1105!UTM  17      -   0.99994442  x   0.99997454  =   0.99991897
 GA1105
 GA1105:                Primary Azimuth Mark                     Grid Az
 GA1105:SPC TN       -  SNIP                                     055 18 17.2
 GA1105:UTM  17      -  SNIP                                     058 14 57.7
 GA1105
 GA1105|---------------------------------------------------------------------|
 GA1105| PID    Reference Object                     Distance      Geod. Az  |
 GA1105|                                                           dddmmss.s |
 GA1105| GA1108 SNIP                                APPROX. 2.6 KM 0570534.4 |
 GA1105| GA1106 CORBIN RM 1                           5.852 METERS 10459     |
 GA1105| GA1104 CORBIN RM 2                           5.066 METERS 23631     |
 GA1105|---------------------------------------------------------------------|
 GA1105
 GA1105                          SUPERSEDED SURVEY CONTROL
 GA1105
 GA1105  NAD 83(1995)-  36 27 26.53504(N)    082 56 44.44023(W) AD(       ) 2
 GA1105  NAD 83(1995)-  36 27 26.54602(N)    082 56 44.44929(W) AD(       ) 2
 GA1105  NAD 83(1995)-  36 27 26.53896(N)    082 56 44.44251(W) AD(       ) 2
 GA1105  NAD 83(1986)-  36 27 26.54138(N)    082 56 44.44193(W) AD(       ) 2
 GA1105  NAD 27      -  36 27 26.19749(N)    082 56 44.84787(W) AD(       ) 2
 GA1105  NGVD 29 (??/??/92)  385.579  (m)         1265.02   (f) ADJ UNCH    2 0
 GA1105
 GA1105.Superseded values are not recommended for survey control.
 GA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1105.See file dsdata.txt to determine how the superseded data were derived.
 GA1105
 GA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2564936439(NAD 83)
 GA1105_MARKER: DD = SURVEY DISK
 GA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1105_STAMPING: CORBIN 1963
 GA1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1105+STABILITY: SURFACE MOTION
 GA1105
 GA1105  HISTORY     - Date     Condition        Report By
 GA1105  HISTORY     - 1963     MONUMENTED       TNHD
 GA1105  HISTORY     - 1964     GOOD             TNHD
 GA1105
 GA1105                          STATION DESCRIPTION
 GA1105
 GA1105'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1105'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ROGERSVILLE.
 GA1105'
 GA1105'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 5.1
 GA1105'MILES NORTHEAST ON
 GA1105'U.S.  HIGHWAY 11W TO THE STATION ON THE LEFT AS
 GA1105'DESCRIBED.
 GA1105'
 GA1105'THE STATION IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA1105'HIGHWAY 11W, 18 FEET
 GA1105'WEST-NORTHWEST OF A POWER POLE, 4 FEET WEST-NORTHWEST OF
 GA1105'A 5-INCH LOCUST TREE AND 2.0
 GA1105'FEET WEST OF A WITNESS POST.  NO
 GA1105'UNDERGROUND MARK WAS ESTABLISHED AT THIS
 GA1105'STATION.  THE SURFACE DISK
 GA1105'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND IS
 GA1105'STAMPED CORBIN
 GA1105'1963.  THE SURFACE MARK IS 24 INCHES DEEP AND IS RESTING ON
 GA1105'SOLID BEDROCK.
 GA1105'
 GA1105'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE APPROXIMATE CENTER OF
 GA1105'U.S. HIGHWAY 11W AND 3 FEET
 GA1105'NORTHEAST OF A POWER POLE.  IT IS A STANDARD TENNESSEE
 GA1105'HIGHWAY DEPARTMENT DISK SET IN A
 GA1105'10-INCH SQUARE, FLUSH, CONCRETE
 GA1105'MONUMENT AND IS STAMPED CORBIN RM-1 1963.
 GA1105'
 GA1105'REFERENCE MARK NO. 2 IS 42 FEET WEST OF A POWER POLE, 30 FEET
 GA1105'NORTHWEST OF THE
 GA1105'APPROXIMATE CENTER OF U.S.  HIGHWAY 11W AND 19 FEET WEST OF A 5-INCH
 GA1105'LOCUST TREE.  IT
 GA1105'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1105'IN A 10-INCH SQUARE, FLUSH,
 GA1105'CONCRETE MONUMENT AND IS STAMPED CORBIN
 GA1105'RM-2 1963.
 GA1105'
 GA1105'THE TRAVERSE GROUND STATION SNIP WILL SERVE AS THE AZIMUTH MARK.
 GA1105'
 GA1105'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA1105
 GA1105                          STATION RECOVERY (1964)
 GA1105
 GA1105'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1105'5 MI NE FROM ROGERSVILLE.
 GA1105'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 5.1
 GA1105'MILES NORTHEAST ON U.S. HIGHWAY 11W TO THE STATION ON THE LEFT.
 GA1105'THE STATION IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA1105'HIGHWAY 11W, 18 FEET WEST-NORTHWEST OF A POWER POLE, 4 FEET
 GA1105'WEST-NORTHWEST OF A 5-INCH LOCUST TREE AND 2.0 FEET WEST OF A
 GA1105'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1105'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1106 ***********************************************************************
 GA1106  DESIGNATION -  CORBIN RM 1
 GA1106  PID         -  GA1106
 GA1106  STATE/COUNTY-  TN/HAWKINS
 GA1106  USGS QUAD   -  BUREM (1976)
 GA1106
 GA1106                         *CURRENT SURVEY CONTROL
 GA1106  ___________________________________________________________________
 GA1106* NAD 83(1986)-  36 27 26.     (N)    082 56 44.     (W)     SCALED    
 GA1106* NAVD 88     -       385.783  (meters)    1265.69   (feet)  ADJUSTED  
 GA1106  ___________________________________________________________________
 GA1106  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1106  DYNAMIC HT  -         385.433 (meters)    1264.54  (feet)  COMP
 GA1106  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA1106
 GA1106  VERT ORDER  -  SECOND    CLASS 0
 GA1106
 GA1106.The horizontal coordinates were scaled from a topographic map and have
 GA1106.an estimated accuracy of +/- 6 seconds.
 GA1106
 GA1106.The orthometric height was determined by differential leveling
 GA1106.and adjusted by the National Geodetic Survey in June 1991..
 GA1106
 GA1106.The geoid height was determined by GEOID03.
 GA1106
 GA1106.The dynamic height is computed by dividing the NAVD 88
 GA1106.geopotential number by the normal gravity value computed on the
 GA1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1106.degrees latitude (g = 980.6199 gals.).
 GA1106
 GA1106.The modeled gravity was interpolated from observed gravity values.
 GA1106
 GA1106;                    North         East    Units  Estimated Accuracy
 GA1106;SPC TN       -   239,920.      873,760.      MT  (+/- 180 meters Scaled)
 GA1106
 GA1106                          SUPERSEDED SURVEY CONTROL
 GA1106
 GA1106  NGVD 29 (??/??/92)  385.933  (m)         1266.18   (f) ADJ UNCH    2 0
 GA1106
 GA1106.Superseded values are not recommended for survey control.
 GA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1106.See file dsdata.txt to determine how the superseded data were derived.
 GA1106
 GA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA256364(NAD 83)
 GA1106_MARKER: DD = SURVEY DISK
 GA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1106_STAMPING: CORBIN RM-1 1963
 GA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1106+STABILITY: SURFACE MOTION
 GA1106
 GA1106  HISTORY     - Date     Condition        Report By
 GA1106  HISTORY     - 1963     MONUMENTED       TNHD
 GA1106  HISTORY     - 1964     GOOD             TNHD
 GA1106
 GA1106                          STATION DESCRIPTION
 GA1106
 GA1106'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1106'5 MI NE FROM ROGERSVILLE.
 GA1106'THE MARK IS LOCATED AT THE CORBIN 1963 STATION SITE, 25 FEET WEST
 GA1106'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 3 FEET
 GA1106'NORTHEAST OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 GA1106'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1106'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1104 ***********************************************************************
 GA1104  DESIGNATION -  CORBIN RM 2
 GA1104  PID         -  GA1104
 GA1104  STATE/COUNTY-  TN/HAWKINS
 GA1104  USGS QUAD   -  BUREM (1976)
 GA1104
 GA1104                         *CURRENT SURVEY CONTROL
 GA1104  ___________________________________________________________________
 GA1104* NAD 83(1986)-  36 27 26.     (N)    082 56 44.     (W)     SCALED    
 GA1104* NAVD 88     -       385.357  (meters)    1264.29   (feet)  ADJUSTED  
 GA1104  ___________________________________________________________________
 GA1104  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1104  DYNAMIC HT  -         385.007 (meters)    1263.14  (feet)  COMP
 GA1104  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA1104
 GA1104  VERT ORDER  -  SECOND    CLASS 0
 GA1104
 GA1104.The horizontal coordinates were scaled from a topographic map and have
 GA1104.an estimated accuracy of +/- 6 seconds.
 GA1104
 GA1104.The orthometric height was determined by differential leveling
 GA1104.and adjusted by the National Geodetic Survey in June 1991..
 GA1104
 GA1104.The geoid height was determined by GEOID03.
 GA1104
 GA1104.The dynamic height is computed by dividing the NAVD 88
 GA1104.geopotential number by the normal gravity value computed on the
 GA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1104.degrees latitude (g = 980.6199 gals.).
 GA1104
 GA1104.The modeled gravity was interpolated from observed gravity values.
 GA1104
 GA1104;                    North         East    Units  Estimated Accuracy
 GA1104;SPC TN       -   239,920.      873,760.      MT  (+/- 180 meters Scaled)
 GA1104
 GA1104                          SUPERSEDED SURVEY CONTROL
 GA1104
 GA1104  NGVD 29 (??/??/92)  385.506  (m)         1264.78   (f) ADJ UNCH    2 0
 GA1104
 GA1104.Superseded values are not recommended for survey control.
 GA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1104.See file dsdata.txt to determine how the superseded data were derived.
 GA1104
 GA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA256364(NAD 83)
 GA1104_MARKER: DD = SURVEY DISK
 GA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1104_STAMPING: CORBIN RM-2 1963
 GA1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1104+STABILITY: SURFACE MOTION
 GA1104
 GA1104  HISTORY     - Date     Condition        Report By
 GA1104  HISTORY     - 1963     MONUMENTED       TNHD
 GA1104  HISTORY     - 1964     GOOD             TNHD
 GA1104
 GA1104                          STATION DESCRIPTION
 GA1104
 GA1104'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1104'5 MI NE FROM ROGERSVILLE.
 GA1104'THE MARK IS LOCATED AT THE CORBIN 1963 STATION SITE, 42 FEET
 GA1104'WEST OF A POWER POLE, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA1104'OF U.S. HIGHWAY 11W AND 19 FEET WEST OF A 5-INCH LOCUST TREE.
 GA1104'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1104'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1104'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2369 ***********************************************************************
 GB2369  DESIGNATION -  CORDELL
 GB2369  PID         -  GB2369
 GB2369  STATE/COUNTY-  TN/CLAY
 GB2369  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2369
 GB2369                         *CURRENT SURVEY CONTROL
 GB2369  ___________________________________________________________________
 GB2369* NAD 83(1995)-  36 30 37.97471(N)    085 27 46.81963(W)     ADJUSTED  
 GB2369* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 GB2369  ___________________________________________________________________
 GB2369  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GB2369  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2369
 GB2369  HORZ ORDER  -  THIRD
 GB2369
 GB2369.The horizontal coordinates were established by classical geodetic methods
 GB2369.and adjusted by the National Geodetic Survey in April 1999..
 GB2369
 GB2369.The orthometric height was scaled from a topographic map.
 GB2369
 GB2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2369
 GB2369.The geoid height was determined by GEOID03.
 GB2369
 GB2369;                    North         East     Units Scale Factor Converg.
 GB2369;SPC TN       -   241,698.582   648,104.030   MT  1.00001800   +0 18 51.8
 GB2369;SPC TN       -   792,972.76  2,126,321.31   sFT  1.00001800   +0 18 51.8
 GB2369;UTM  16      - 4,041,676.656   637,632.145   MT  0.99983338   +0 54 52.6
 GB2369
 GB2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2369!SPC TN       -   0.99995693  x   1.00001800  =   0.99997493
 GB2369!UTM  16      -   0.99995693  x   0.99983338  =   0.99979032
 GB2369
 GB2369|---------------------------------------------------------------------|
 GB2369| PID    Reference Object                     Distance      Geod. Az  |
 GB2369|                                                           dddmmss.s |
 GB2369| CG5154 CORDELL RM 1                         13.152 METERS 00816     |
 GB2369| CG5153 CORDELL AZ MK                                      1403122.9 |
 GB2369| CG5155 CORDELL RM 2                          9.048 METERS 27930     |
 GB2369|---------------------------------------------------------------------|
 GB2369
 GB2369                          SUPERSEDED SURVEY CONTROL
 GB2369
 GB2369  NAD 83(1995)-  36 30 37.97545(N)    085 27 46.82026(W) AD(       ) 3
 GB2369  NAD 83(1995)-  36 30 37.98389(N)    085 27 46.82423(W) AD(       ) 3
 GB2369  NAD 83(1986)-  36 30 37.98550(N)    085 27 46.82399(W) AD(       ) 3
 GB2369  NAD 27      -  36 30 37.75800(N)    085 27 46.93700(W) AD(       ) 3
 GB2369
 GB2369.Superseded values are not recommended for survey control.
 GB2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2369.See file dsdata.txt to determine how the superseded data were derived.
 GB2369
 GB2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3763241677(NAD 83)
 GB2369_MARKER: DS = TRIANGULATION STATION DISK
 GB2369_SETTING: 66 = SET IN ROCK OUTCROP
 GB2369_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GB2369
 GB2369  HISTORY     - Date     Condition        Report By
 GB2369  HISTORY     - 1949     MONUMENTED       CGS
 GB2369
 GB2369                          STATION DESCRIPTION
 GB2369
 GB2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2369'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF LIVINGTON AND 4 MILES
 GB2369'SOUTHEAST OF CELINA. IT IS 20 FEET EAST OF THE CENTER OF STATE
 GB2369'HIGHWAY 52 AND ABOUT 10 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY,
 GB2369'AND 7 FEET WEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 GB2369'DISK IS STAMPED CORDELL 1949.
 GB2369'
 GB2369'REFERENCE MARK NO. 1 IS 5 FEET HIGHER THAN THE STATION MARK. IT IS 21
 GB2369'FEET EAST OF A 7 INCH HICKORY TREE. THE MARK IS FLUSH AND THE DISK
 GB2369'IS STAMED CORDELL NO 1 1949.
 GB2369'
 GB2369'REFERENCE MARK NO. 2 IS 4 FEET HIGHER THAN THE STATION MARK. IT IS 27
 GB2369'FT NORTHEAST OF THE CENTER OF THE HIGHWAY AND 17 FEET SOUTH OF A 17
 GB2369'INCH OAK TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED CORDELL NO 2
 GB2369'1949.
 GB2369'
 GB2369'AZIMUTH MARK IS 59 FEET WEST OF THE CENTER OF THE HIGHWAY, 43 FEET
 GB2369'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 11 FEET
 GB2369'NORTHWEST OF A 4 INCH APPLE TREE AND 8 FEET NORTHWEST OF A WHITE
 GB2369'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED CORDELL 1949.
 GB2369'
 GB2369'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 52 AND 42
 GB2369'AT THE COURTHOUSE SQUARE IN LIVINGSTON GO NORTHWEST ON
 GB2369'HIGHWAY 52 FOR 14.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 GB2369'DESCRIBED, CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO THE
 GB2369'STATION ON THE RIGHT AS DESCRIBED.
 GB2369'
 GB2369'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2550 ***********************************************************************
 FE2550  DESIGNATION -  CORDOVA RAD STA KIT 54 TOWER
 FE2550  PID         -  FE2550
 FE2550  STATE/COUNTY-  TN/SHELBY
 FE2550  USGS QUAD   -  ELLENDALE (1993)
 FE2550
 FE2550                         *CURRENT SURVEY CONTROL
 FE2550  ___________________________________________________________________
 FE2550* NAD 83(1995)-  35 07 41.28490(N)    089 46 08.05454(W)     ADJUSTED  
 FE2550* NAVD 88     -                                                        
 FE2550  ___________________________________________________________________
 FE2550  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FE2550  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2550
 FE2550  HORZ ORDER  -  THIRD
 FE2550
 FE2550.The horizontal coordinates were established by classical geodetic methods
 FE2550.and adjusted by the National Geodetic Survey in April 1999..
 FE2550
 FE2550
 FE2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2550
 FE2550.The geoid height was determined by GEOID03.
 FE2550
 FE2550;                    North         East     Units Scale Factor Converg.
 FE2550;SPC TN       -    94,797.977   256,557.600   MT  1.00002374   -2 12 23.3
 FE2550;SPC TN       -   311,016.36    841,722.73   sFT  1.00002374   -2 12 23.3
 FE2550;UTM  16      - 3,890,762.464   247,693.986   MT  1.00038461   -1 35 38.7
 FE2550
 FE2550                          SUPERSEDED SURVEY CONTROL
 FE2550
 FE2550  NAD 83(1995)-  35 07 41.28810(N)    089 46 08.05366(W) AD(       ) 4
 FE2550  NAD 83(1995)-  35 07 41.28974(N)    089 46 08.05480(W) AD(       ) 4
 FE2550  NAD 83(1986)-  35 07 41.29580(N)    089 46 08.05488(W) AD(       ) 4
 FE2550  NAD 27      -  35 07 40.97200(N)    089 46 07.75000(W) AD(       ) 3
 FE2550
 FE2550.Superseded values are not recommended for survey control.
 FE2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2550.See file dsdata.txt to determine how the superseded data were derived.
 FE2550
 FE2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4769490762(NAD 83)
 FE2550_MARKER: 53 = ELEVATED TANK
 FE2550
 FE2550  HISTORY     - Date     Condition        Report By
 FE2550  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2550  HISTORY     - 1959     GOOD             CGS
 FE2550
 FE2550                          STATION DESCRIPTION
 FE2550
 FE2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2550'THE STATION IS THE RED LIGHT ON THE CENTER OF THE TOP OF THE RADIO
 FE2550'STATION KIT 54 TOWER, LOCATED ABOUT 2 MILES SOUTH OF CORDOVA. THE
 FE2550'TOWER IS A 4-LEGGED STEEL STRUCTURE WITH ELLIPOSIDIAL FANS ON THE
 FE2550'EAST AND WEST SIDES. THE OVERALL HEIGHT IS APPROXIMATELY 375 FEET
 FE2550'AND THE TOWER IS PAINTED INTERNATIONAL RED AND WHITE IN ALTERNATE
 FE2550'SECTIONS.
 FE2550
 FE2550                          STATION RECOVERY (1959)
 FE2550
 FE2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2550'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE OLD
 FE2550'DESCRIPTION WAS FOUND TO BE IN ERROR. THE STEEL STRUCTURE IS A
 FE2550'MAST AND IS GUYED AT KEY POINTS. IT IS A TRIANGULAR STEEL STRUCTURE,
 FE2550'2 FEET WIDE AT THE BASE AND THE TOP, AND IS PAINTED RED AND WHITE IN
 FE2550'COLOR IN ALTERNATING SECTIONS.
 FE2550'
 FE2550'IT IS LOCATED ABOUT 2.0 MILES SOUTH OF CORDOVA AND 0.1 MILE EAST OF
 FE2550'THE INTERSECTION OF RALEIGH LAGRANGE RD. AND SANGA RD., AND 160
 FE2550'FEET NORTH OF THE APPROXIMATE CENTER OF RALEIGH LAGRANGE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2228 ***********************************************************************
 GC2228  DESIGNATION -  CORNELIA
 GC2228  PID         -  GC2228
 GC2228  STATE/COUNTY-  TN/DAVIDSON
 GC2228  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2228
 GC2228                         *CURRENT SURVEY CONTROL
 GC2228  ___________________________________________________________________
 GC2228* NAD 83(1995)-  36 11 35.20517(N)    086 42 13.38097(W)     ADJUSTED  
 GC2228* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 GC2228  ___________________________________________________________________
 GC2228  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GC2228  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC2228
 GC2228  HORZ ORDER  -  THIRD
 GC2228
 GC2228.The horizontal coordinates were established by classical geodetic methods
 GC2228.and adjusted by the National Geodetic Survey in April 1999..
 GC2228
 GC2228.The orthometric height was scaled from a topographic map.
 GC2228
 GC2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2228
 GC2228.The geoid height was determined by GEOID03.
 GC2228
 GC2228;                    North         East     Units Scale Factor Converg.
 GC2228;SPC TN       -   206,570.044   536,707.911   MT  0.99996798   -0 24 43.1
 GC2228;SPC TN       -   677,721.89  1,760,849.20   sFT  0.99996798   -0 24 43.1
 GC2228;UTM  16      - 4,005,408.474   526,638.069   MT  0.99960874   +0 10 29.9
 GC2228
 GC2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2228!SPC TN       -   0.99998452  x   0.99996798  =   0.99995250
 GC2228!UTM  16      -   0.99998452  x   0.99960874  =   0.99959327
 GC2228
 GC2228:                Primary Azimuth Mark                     Grid Az
 GC2228:SPC TN       -  NASHVILLE RADIO WSIX AM S MAST           015 13 05.0
 GC2228:UTM  16      -  NASHVILLE RADIO WSIX AM S MAST           014 37 52.0
 GC2228
 GC2228|---------------------------------------------------------------------|
 GC2228| PID    Reference Object                     Distance      Geod. Az  |
 GC2228|                                                           dddmmss.s |
 GC2228| GC2241 NASHVILLE RADIO WSIX AM S MAST      APPROX. 2.5 KM 0144821.9 |
 GC2228| GC2239 NASHVILLE RAD WSIX AM MID MAST      APPROX. 2.6 KM 0155915.5 |
 GC2228| GC2240 NASHVILLE RADIO WSIX AM N MAST      APPROX. 2.7 KM 0163738.3 |
 GC2228| CG5161 CORNELIA RM 3                         7.552 METERS 07723     |
 GC2228| CG5160 CORNELIA RM 2                         6.814 METERS 09240     |
 GC2228| GC2229 CORNELIA AZ MK                      APPROX. 0.5 KM 1851559.8 |
 GC2228| CG5159 CORNELIA RM 1                         6.727 METERS 29036     |
 GC2228| CG5162 CORNELIA RM 4                         6.723 METERS 29637     |
 GC2228|---------------------------------------------------------------------|
 GC2228
 GC2228                          SUPERSEDED SURVEY CONTROL
 GC2228
 GC2228  NAD 83(1995)-  36 11 35.20716(N)    086 42 13.38327(W) AD(       ) 3
 GC2228  NAD 83(1995)-  36 11 35.20972(N)    086 42 13.38304(W) AD(       ) 3
 GC2228  NAD 83(1986)-  36 11 35.21567(N)    086 42 13.38433(W) AD(       ) 3
 GC2228  NAD 27      -  36 11 35.01400(N)    086 42 13.38900(W) AD(       ) 3
 GC2228
 GC2228.Superseded values are not recommended for survey control.
 GC2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2228.See file dsdata.txt to determine how the superseded data were derived.
 GC2228
 GC2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2663805408(NAD 83)
 GC2228_MARKER: DS = TRIANGULATION STATION DISK
 GC2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2228
 GC2228  HISTORY     - Date     Condition        Report By
 GC2228  HISTORY     - 1953     MONUMENTED       CGS
 GC2228  HISTORY     - 1959     GOOD             CGS
 GC2228  HISTORY     - 1970     GOOD             NGS
 GC2228
 GC2228                          STATION DESCRIPTION
 GC2228
 GC2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2228'STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE AT THE NORTH
 GC2228'END OF THE CRONELIA FORT AIR BASE. IT IS 400 FEET NORTH OF THE
 GC2228'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING AND A REPAIR SHOP, 6
 GC2228'FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF A
 GC2228'FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED CORNELIA 1953.
 GC2228'
 GC2228'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE LINE. THE MARK IS
 GC2228'FLUSH AND THE DISK IS STAMPED CORNELIA NO. 1 1953.
 GC2228'
 GC2228'REFERENCE MARK NO. 2 IS 2 FEET WEST OF THE WEST END OF A GATE AND 1
 GC2228'FOOT SOUTH OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS
 GC2228'STAMPED CORNELIA NO. 2 1953.
 GC2228'
 GC2228'AZIMUTH MARK IS 500 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC2228'HANGAR AT THE SOUTHWEST CORNER OF THE RUNWAY. THE MARK IS FLUSH AND
 GC2228'THE DISK IS STAMPED CORNELIA 1953.
 GC2228'
 GC2228'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2228
 GC2228                          STATION RECOVERY (1959)
 GC2228
 GC2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 GC2228'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION,
 GC2228'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT LOCATED, BUT IS BELIEVED
 GC2228'TO BE IN ITS POSITION BUT COVERED OVER WITH DIRT AND GRASS.
 GC2228
 GC2228                          STATION RECOVERY (1970)
 GC2228
 GC2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC2228'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GC2228'CONDITION. REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED BY SEWER
 GC2228'LINE AND GRADING OPERATIONS. THE DISK WERE NOT RECOVERED. TWO NEW
 GC2228'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED THIS DATE.
 GC2228'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING
 GC2228'POSITIONED INTERSECTION STATION DONELSON, TVA MICRO-WAVE STATION MAST
 GC2228'1953 AS THE INITIAL. ALL POINTS REOBSERVED UPON CHECKED THE 1953
 GC2228'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS, WITH THE EXCEPTION OF
 GC2228'NASHVILLE, RADIO STATION WSIX AM MAST (MIDDLE) 1953 WHERE A
 GC2228'DISCREPANCY OF PLUS 07.6 SEC WAS NOTED.
 GC2228'
 GC2228'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2228'
 GC2228'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE CORNELIA FORT
 GC2228'AIRPARK (PRIVATE) IN NORTHEAST NASHVILLE.
 GC2228'
 GC2228'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GC2228'GALLATIN ROAD (U.S. HIGHWAY 31E) AND CAHAL AVENUE IN EAST
 GC2228'NASHVILLE, GO EASTERLY ON CAHAL AVENUE FOR 0.95 OF A MILE TO THE
 GC2228'JUNCTION WITH PORTER ROAD. HERE CONTINUE EASTERLY ON PORTER
 GC2228'ROAD FOR 0.45 OF A MILE TO THE STRATFORD SCHOOL ON THE LEFT, CONTINUE
 GC2228'EASTERLY ON PORTER ROAD FOR 0.45 OF A MILE TO ROSEBANK AVENUE.
 GC2228'HERE TURN RIGHT ON ROSEBANK AVENUE AND GO SOUTHERLY FOR 0.2 OF A MILE
 GC2228'TO AIR PARK DRIVE ON THE LEFT. HERE TURN LEFT ON AIR PARK DRIVE
 GC2228'AND GO SOUTHEASTERLY FOR 0.3 OF A MILE TO SHADOW LANE ON THE RIGHT
 GC2228'AND A PRIVATE ROAD LEADING LEFT INTO THE CORNELIA AIRPARK. HERE TURN
 GC2228'LEFT ON PRIVATE ROAD AND GO NORTHERLY ALONG THE WEST SIDE OF THE
 GC2228'AIRPORT FOR 0.25 OF A MILE TO THE END OF THE PAVED ROAD. CONTINUE
 GC2228'NORTHERLY ON A TRACK ROAD FOR 0.05 OF A MILE TO THE STATION ON THE
 GC2228'LEFT JUST SOUTH OF A FENCE AS DESCRIBED.
 GC2228'
 GC2228'THE STATION IS 367 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GC2228'NASHVILLE PARACHUTE CLUB HANGAR, 144 FEET NORTH-NORTHEAST OF GUYED
 GC2228'UTILITY AND TRANSFORMER POLE NO. 8713-81, 110 FEET NORTHEAST OF THE
 GC2228'NORTHEAST CORNER OF A METAL BUILDING, 41 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF THE TRACK ROAD, 23.5 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF A STORM SEWER COVER, 3 FEET SOUTH OF A
 GC2228'WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 GC2228'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2228'CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE AND THE DISK IS
 GC2228'STAMPED CORNELIA 1953.
 GC2228'
 GC2228'REFERENCE MARK NO. 3 IS 121 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2228'THE METAL BUILDING, 161 FEET NORTH-NORTHEAST OF GUYED UTILITY AND
 GC2228'TRANSFORMER POLE NO. 8713-81, 17 FEET WEST OF THE APPROXIMATE CENTER
 GC2228'OF THE TRACK ROAD, 5 FEET NORTH OF THE WOVEN WIRE FENCE, 1.5 FEET
 GC2228'EAST OF THE APPROXIMATE CENTER OF THE STORM SEWER COVER, AND ABOUT
 GC2228'THE SAME ELEVATION AS THE STATION MARK. IT IS A STANDARD REFERENCE
 GC2228'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST EDGE OF A
 GC2228'LARGE CONCRETE STORM SEWER, AND THE DISK IS STAMPED CORNELIA 1953
 GC2228'NO. 3 1970.
 GC2228'
 GC2228'REFERENCE MARK NO. 4 IS 146 FEET NORTH-NORTHEAST OF THE GUYED UTILITY
 GC2228'AND TRANSFORMER POLE NO. 8713-81, 108 FEET NORTH -NORTHEAST OF THE
 GC2228'NORTHEAST CORNER OF THE METAL BUILDING, 61 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF THE TRACK ROAD, 43 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF THE STORM SEWER COVER, 4 FEET NORTH OF THE
 GC2228'WOVEN WIRE FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 GC2228'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GC2228'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2228'CORNELIA 1953 NO. 4 1970.
 GC2228'
 GC2228'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2228'REFERENCE MARK NO. 4 IS 44.12 FEET-13.450 METERS.
 GC2228'
 GC2228'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTH OF THE STATION, 432
 GC2228'FEET SOUTHEAST OF A FIRE HYDRANT IN THE SOUTHEAST ANGLE OF THE T
 GC2228'INTERSECTION OF AIR PARK DRIVE AND SHADOW LANE, 409 FEET SOUTH OF THE
 GC2228'SOUTHEAST CORNER OF THE MOST SOUTHERLY HANGAR, 390 FEET
 GC2228'SOUTHEAST OF THE T INTERSECTION OF SHADOW LANE AND COLBERT DRIVE, 289
 GC2228'FEET EAST OF THE NORTHEAST CORNER OF A BRICK GARAGE, 124.0
 GC2228'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN, 109.5 FEET
 GC2228'NORTH OF A METAL WITNESS POST AND SIGN, AND 73 FEET
 GC2228'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF AN OLD TRACK ROAD. IT IS
 GC2228'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC2228'MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF THE SWARD AND THE DISK
 GC2228'IS STAMPED CORNELIA 1953.  IN 1953 A TAPED TRAVERSE TIE WAS
 GC2228'MADE TO THIS MARK FROM CORNELIA 1953 THE DISTANCE BEING 1706.30
 GC2228'FEET- 520.079 METERS. THIS DISTANCE WAS NOT CHECKED DURING THIS
 GC2228'OCCUPATION, HOWEVER A ROUGH DISTANCE WAS CHAINED IN ORDER TO
 GC2228'LOCATE THE MARK AND CAME VERY CLOSE TO THE 1953 MEASUREMENT.
 GC2228'
 GC2228'NOTE- THE TWO METAL WITNESS POST AND SIGNS SET NEAR THE AZIMUTH MARK
 GC2228'WERE PUT THERE AT THE AIRPARK MANAGERS REQUEST. THE POST ARE DRIVEN
 GC2228'DEEP AND THE DISTANCE FROM EACH POST TO THE AZIMUTH MARK IS STAMPED
 GC2228'WITH DIES INTO THE METAL WITNESS SIGNS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2229 ***********************************************************************
 GC2229  DESIGNATION -  CORNELIA AZ MK
 GC2229  PID         -  GC2229
 GC2229  STATE/COUNTY-  TN/DAVIDSON
 GC2229  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2229
 GC2229                         *CURRENT SURVEY CONTROL
 GC2229  ___________________________________________________________________
 GC2229* NAD 83(1995)-  36 11 18.40350(N)    086 42 15.29156(W)     ADJUSTED  
 GC2229* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 GC2229  ___________________________________________________________________
 GC2229  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GC2229  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC2229
 GC2229  HORZ ORDER  -  SECOND
 GC2229
 GC2229.The horizontal coordinates were established by classical geodetic methods
 GC2229.and adjusted by the National Geodetic Survey in April 1999..
 GC2229
 GC2229.The orthometric height was scaled from a topographic map.
 GC2229
 GC2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2229
 GC2229.The geoid height was determined by GEOID03.
 GC2229
 GC2229;                    North         East     Units Scale Factor Converg.
 GC2229;SPC TN       -   206,052.541   536,656.452   MT  0.99996747   -0 24 44.3
 GC2229;SPC TN       -   676,024.04  1,760,680.38   sFT  0.99996747   -0 24 44.3
 GC2229;UTM  16      - 4,004,890.657   526,591.931   MT  0.99960871   +0 10 28.7
 GC2229
 GC2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2229!SPC TN       -   0.99998452  x   0.99996747  =   0.99995199
 GC2229!UTM  16      -   0.99998452  x   0.99960871  =   0.99959324
 GC2229
 GC2229:                Primary Azimuth Mark                     Grid Az
 GC2229:SPC TN       -  CORNELIA                                 005 40 43.0
 GC2229:UTM  16      -  CORNELIA                                 005 05 30.0
 GC2229
 GC2229|---------------------------------------------------------------------|
 GC2229| PID    Reference Object                     Distance      Geod. Az  |
 GC2229|                                                           dddmmss.s |
 GC2229| GC2228 CORNELIA                            APPROX. 0.5 KM 0051558.7 |
 GC2229| GC2241 NASHVILLE RADIO WSIX AM S MAST      APPROX. 3.1 KM 0131126.8 |
 GC2229| GC2239 NASHVILLE RAD WSIX AM MID MAST      APPROX. 3.1 KM 0141217.9 |
 GC2229| GC2240 NASHVILLE RADIO WSIX AM N MAST      APPROX. 3.2 KM 0144659.0 |
 GC2229|---------------------------------------------------------------------|
 GC2229
 GC2229                          SUPERSEDED SURVEY CONTROL
 GC2229
 GC2229  NAD 83(1995)-  36 11 18.40549(N)    086 42 15.29385(W) AD(       ) 2
 GC2229  NAD 83(1995)-  36 11 18.40804(N)    086 42 15.29360(W) AD(       ) 2
 GC2229  NAD 83(1986)-  36 11 18.41390(N)    086 42 15.29492(W) AD(       ) 2
 GC2229  NAD 27      -  36 11 18.21200(N)    086 42 15.30000(W) AD(       ) 2
 GC2229
 GC2229.Superseded values are not recommended for survey control.
 GC2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2229.See file dsdata.txt to determine how the superseded data were derived.
 GC2229
 GC2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2659204891(NAD 83)
 GC2229_MARKER: DZ = AZIMUTH MARK DISK
 GC2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2229_MARK LOGO: CGS   
 GC2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2229+STABILITY: SURFACE MOTION
 GC2229
 GC2229  HISTORY     - Date     Condition        Report By
 GC2229  HISTORY     - 1953     MONUMENTED       CGS
 GC2229  HISTORY     - 1970     GOOD             NGS
 GC2229
 GC2229                          STATION DESCRIPTION
 GC2229
 GC2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2229'STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE AT THE SOUTH
 GC2229'END OF THE CORNELIA FORT AIR BASE.  IT IS 500 FEET SOUTHEAST OF THE
 GC2229'SOUTHEAST CORNER OF A HANGAR AND AT THE SOUTHWEST CORNER OF THE
 GC2229'RUNWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORNELIA 1953.
 GC2229'
 GC2229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
 GC2229
 GC2229                          STATION RECOVERY (1970)
 GC2229
 GC2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC2229'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 GC2229'WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING CORNELIA
 GC2229'1953 AS THE INITIAL.  ALL POINTS REOBSERVED UPON CHECKED THE 1953
 GC2229'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS, WITH THE EXCEPTION OF
 GC2229'NASHVILLE, RADIO STATION WSIX AM MAST (N) 1953, WHERE A DISCREPANCY
 GC2229'OF PLUS 06.9 SEC WAS NOTED.
 GC2229'
 GC2229'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2229'
 GC2229'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE CORNELIA FORT
 GC2229'AIRPORT (PRIVATE) IN NORTHEAST NASHVILLE.
 GC2229'
 GC2229'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GC2229'GALLATIN ROAD (U.S. HIGHWAY 31E) AND CAHAL AVENUE IN EAST NASHVILLE,
 GC2229'GO EASTERLY ON CAHAL AVENUE FOR 0.95 OF A MILE TO THE JUNCTION WITH
 GC2229'PORTER ROAD.  HERE CONTINUE EASTERLY ON PORTER ROAD FOR 0.45 OF A
 GC2229'MILE TO THE STRATFORD SCHOOL ON THE LEFT, CONTINUE EASTERLY ON PORTER
 GC2229'ROAD FOR 0.45 OF A MILE TO ROSEBANK AVENUE.  HERE TURN RIGHT ON
 GC2229'ROSEBANK AVENUE AND GO SOUTHERLY FOR 0.2 OF A MILE TO AIR PARK DRIVE
 GC2229'ON THE LEFT.  HERE TURN LEFT ON AIR PARK DRIVE AND GO SOUTHEASTERLY
 GC2229'FOR 0.3 OF A MILE TO SHADOW LANE ON THE RIGHT AND A PRIVATE ROAD
 GC2229'LEADING LEFT INTO THE CORNELIA AIRPARK.  FROM THIS POINT LEAVE THE
 GC2229'SURFACED STREETS AND CONTINUE SOUTHEASTERLY ACROSS A GRASSY AREA
 GC2229'SOUTH OF A HANGAR FOR ABOUT 450 FEET TO THE MARK AS DESCRIBED.
 GC2229'
 GC2229'THE MARK IS ABOUT 0.3 OF A MILE SOUTH OF TRIANGULATION STATION
 GC2229'CORNELIA 1953, 432 FEET SOUTHEAST OF A FIRE HYDRANT IN THE
 GC2229'SOUTHEAST ANGLE OF THE T INTERSECTION OF AIR PARK DRIVE AND SHADOW
 GC2229'LANE, 409 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MOST SOUTHERLY
 GC2229'HANGAR, 390 FEET SOUTHEAST OF THE T INTERSECTION OF SHADOW LANE AND
 GC2229'COLBERT DRIVE, 289 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 GC2229'GARAGE, 124.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN,
 GC2229'109.5 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 73 FEET
 GC2229'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF AN OLD TRACK ROAD.  IT
 GC2229'IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GC2229'SQUARE, CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF THE
 GC2229'SWARD AND THE DISK IS STAMPED CORNELIA 1953.  IN 1953 A
 GC2229'TAPED TRAVERSE TIE WAS MADE TO THIS MARK FROM CORNELIA 1953 THE
 GC2229'DISTANCE BEING 1706.30 FEET- 520.079 METERS.  THIS DISTANCE WAS NOT
 GC2229'CHECKED DURING THIS OCCUPATION, HOWEVER, A ROUGH DISTANCE WAS
 GC2229'CHAINED IN ORDER TO LOCATE THE MARK, AND CAME VERY CLOSE TO THE 1953
 GC2229'MEASUREMENT.
 GC2229'
 GC2229'NOTE- THE TWO METAL WITNESS POST AND SIGNS SET NEAR THE AZIMUTH MARK
 GC2229'WERE PUT THERE AT THE AIRPARK MANAGERS REQUEST.  THE POST ARE
 GC2229'DRIVEN DEEP AND THE DISTANCE FROM EACH POST TO THE AZIMUTH MARK IS
 GC2229'STAMPED WITH DIES INTO THE METAL WITNESS SIGNS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2667 ***********************************************************************
 AJ2667  DESIGNATION -  CORO
 AJ2667  PID         -  AJ2667
 AJ2667  STATE/COUNTY-  TN/SHELBY
 AJ2667  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2667
 AJ2667                         *CURRENT SURVEY CONTROL
 AJ2667  ___________________________________________________________________
 AJ2667* NAD 83(1995)-  35 00 29.00546(N)    090 07 02.96054(W)     ADJUSTED  
 AJ2667* NAVD 88     -        70.83   (meters)     232.4    (feet)  LEVELING  
 AJ2667  ___________________________________________________________________
 AJ2667  X           -     -10,724.374 (meters)                     COMP
 AJ2667  Y           -  -5,229,938.818 (meters)                     COMP
 AJ2667  Z           -   3,638,624.097 (meters)                     COMP
 AJ2667  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AJ2667  ELLIP HEIGHT-          43.61  (meters)          (04/26/01) GPS OBS
 AJ2667  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2667
 AJ2667  HORZ ORDER  -  FIRST
 AJ2667  VERT ORDER  -  THIRD ?
 AJ2667  ELLP ORDER  -  FOURTH    CLASS I
 AJ2667
 AJ2667.The horizontal coordinates were established by GPS observations
 AJ2667.and adjusted by the National Geodetic Survey in April 2001..
 AJ2667
 AJ2667.The orthometric height was determined by differential leveling.
 AJ2667.The vertical network tie was performed by a horz. field party for horz.
 AJ2667.obs reductions. Reset procedures were used to establish the elevation.
 AJ2667
 AJ2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2667
 AJ2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2667
 AJ2667.The ellipsoidal height was determined by GPS observations
 AJ2667.and is referenced to NAD 83.
 AJ2667
 AJ2667.The geoid height was determined by GEOID03.
 AJ2667
 AJ2667;                    North         East     Units Scale Factor Converg.
 AJ2667;SPC TN       -    82,767.448   224,250.325   MT  1.00005150   -2 24 37.9
 AJ2667;SPC TN       -   271,546.20    735,727.94   sFT  1.00005150   -2 24 37.9
 AJ2667;UTM  15      - 3,877,734.482   763,046.338   MT  1.00045287   +1 39 16.6
 AJ2667
 AJ2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2667!SPC TN       -   0.99999315  x   1.00005150  =   1.00004465
 AJ2667!UTM  15      -   0.99999315  x   1.00045287  =   1.00044602
 AJ2667
 AJ2667                          SUPERSEDED SURVEY CONTROL
 AJ2667
 AJ2667.No superseded survey control is available for this station.
 AJ2667
 AJ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6304677734(NAD 83)
 AJ2667_MARKER: DD = SURVEY DISK
 AJ2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2667_MARK LOGO: TN1620
 AJ2667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2667+STABILITY: SURFACE MOTION
 AJ2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2667+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 AJ2667
 AJ2667  HISTORY     - Date     Condition        Report By
 AJ2667  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2667  HISTORY     - 20040218 GOOD             TN1620
 AJ2667
 AJ2667                          STATION DESCRIPTION
 AJ2667
 AJ2667'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2667'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN THE CORO LAKE
 AJ2667'COMMUNITY.
 AJ2667'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 61 (HWY-61) AND
 AJ2667'HOLMES ROAD WEST, PROCEED WEST ON HOLMES ROAD APPROXIMATELY 0.70 MILE,
 AJ2667'(1.13 KM) CROSSING THE CORO LAKE SPILLWAY DISCHARGE OUTLET, TO CORO
 AJ2667'ROAD.  THE STATION IS ON THE RIGHT.
 AJ2667'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2667'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2667'THE GROUND.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF HOLMES
 AJ2667'ROAD WEST AND CORO ROAD, AT THE BACK OF CURB AT THE END OF CURB RADIUS
 AJ2667'(ER) ON HOLMES ROAD SIDE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2667'GROUND.
 AJ2667
 AJ2667                          STATION RECOVERY (2004)
 AJ2667
 AJ2667'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (MP)
 AJ2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0653 ***********************************************************************
 FD0653  DESIGNATION -  COTTON
 FD0653  PID         -  FD0653
 FD0653  STATE/COUNTY-  TN/WILLIAMSON
 FD0653  USGS QUAD   -  SPRING HILL (1979)
 FD0653
 FD0653                         *CURRENT SURVEY CONTROL
 FD0653  ___________________________________________________________________
 FD0653* NAD 83(1995)-  35 49 25.39549(N)    086 53 10.66835(W)     ADJUSTED  
 FD0653* NAVD 88     -       237.515  (meters)     779.25   (feet)  ADJUSTED  
 FD0653  ___________________________________________________________________
 FD0653  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FD0653  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD0653  DYNAMIC HT  -         237.305 (meters)     778.56  (feet)  COMP
 FD0653  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0653
 FD0653  HORZ ORDER  -  SECOND
 FD0653  VERT ORDER  -  SECOND    CLASS 0
 FD0653
 FD0653.The horizontal coordinates were established by classical geodetic methods
 FD0653.and adjusted by the National Geodetic Survey in April 1999..
 FD0653
 FD0653.The orthometric height was determined by differential leveling
 FD0653.and adjusted by the National Geodetic Survey in June 1991..
 FD0653
 FD0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0653
 FD0653.The geoid height was determined by GEOID03.
 FD0653
 FD0653.The dynamic height is computed by dividing the NAVD 88
 FD0653.geopotential number by the normal gravity value computed on the
 FD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0653.degrees latitude (g = 980.6199 gals.).
 FD0653
 FD0653.The modeled gravity was interpolated from observed gravity values.
 FD0653
 FD0653;                    North         East     Units Scale Factor Converg.
 FD0653;SPC TN       -   165,719.595   519,915.977   MT  0.99994842   -0 31 07.9
 FD0653;SPC TN       -   543,698.37  1,705,757.67   sFT  0.99994842   -0 31 07.9
 FD0653;UTM  16      - 3,964,402.784   510,270.562   MT  0.99960130   +0 03 59.6
 FD0653
 FD0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0653!SPC TN       -   0.99996718  x   0.99994842  =   0.99991561
 FD0653!UTM  16      -   0.99996718  x   0.99960130  =   0.99956850
 FD0653
 FD0653:                Primary Azimuth Mark                     Grid Az
 FD0653:SPC TN       -  DAVIS                                    003 30 20.3
 FD0653:UTM  16      -  DAVIS                                    002 55 12.8
 FD0653
 FD0653|---------------------------------------------------------------------|
 FD0653| PID    Reference Object                     Distance      Geod. Az  |
 FD0653|                                                           dddmmss.s |
 FD0653| FD0657 DAVIS                               APPROX. 3.5 KM 0025912.4 |
 FD0653| CG5163 COTTON RM 1                           9.827 METERS 03118     |
 FD0653| CG5164 COTTON RM 2                           8.690 METERS 21458     |
 FD0653|---------------------------------------------------------------------|
 FD0653
 FD0653                          SUPERSEDED SURVEY CONTROL
 FD0653
 FD0653  NAD 83(1995)-  35 49 25.39771(N)    086 53 10.66963(W) AD(       ) 2
 FD0653  NAD 83(1986)-  35 49 25.40626(N)    086 53 10.67059(W) AD(       ) 2
 FD0653  NAD 27      -  35 49 25.16470(N)    086 53 10.66650(W) AD(       ) 2
 FD0653  NGVD 29 (??/??/??)  237.48   (m)          779.1    (f) RESET       3  
 FD0653
 FD0653.Superseded values are not recommended for survey control.
 FD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0653.See file dsdata.txt to determine how the superseded data were derived.
 FD0653
 FD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1027164403(NAD 83)
 FD0653_MARKER: DD = SURVEY DISK
 FD0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0653_STAMPING: COTTON 1963
 FD0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0653+STABILITY: SURFACE MOTION
 FD0653
 FD0653  HISTORY     - Date     Condition        Report By
 FD0653  HISTORY     - 1963     MONUMENTED       TNHD
 FD0653  HISTORY     - 1963     GOOD             TNHD
 FD0653  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0653
 FD0653                          STATION DESCRIPTION
 FD0653
 FD0653'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0653'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF FRANKLIN.
 FD0653'
 FD0653'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO 7.3 MILES
 FD0653'SOUTH ON U S HIGHWAY 31
 FD0653'TO THE STATION ON THE RIGHT.
 FD0653'
 FD0653'THE STATION IS 31 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U S
 FD0653'HIGHWAY 31, 3 FEET WEST OF
 FD0653'A POWER POLE, 2 FEET SOUTHEAST OF A WIRE FENCE AND 2.9
 FD0653'FEET EAST OF A WITNESS SIGN.  THE
 FD0653'SURFACE AND UNDERGROUND MARKS ARE
 FD0653'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 FD0653'DISKS ARE STAMPED
 FD0653'COTTON 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FD0653'SURFACE.  THE
 FD0653'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0653'CONCRETE MONUMENT.
 FD0653'
 FD0653'REFERENCE MARK NO 1 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD0653'U S HIGHWAY 31, 31
 FD0653'FEET NORTHEAST OF A POWER POLE AND 2 FEET SOUTHEAST OF
 FD0653'A WIRE FENCE.  THE MARK IS A
 FD0653'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0653'DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0653'MONUMENT AND THE DISK
 FD0653'IS STAMPED COTTON RM-1 1963.
 FD0653'
 FD0653'REFERENCE MARK NO 2 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD0653'U S HIGHWAY 31, 30
 FD0653'FEET SOUTHWEST OF A POWER POLE AND 1 FOOT SOUTHEAST OF
 FD0653'A WIRE FENCE.  THE MARK IS A
 FD0653'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0653'DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0653'MONUMENT AND THE DISK
 FD0653'IS STAMPED COTTON RM-2 1963.
 FD0653'
 FD0653'TRAVERSE STATION DAVIS IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 FD0653'THE AZIMUTH.
 FD0653'
 FD0653'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0653
 FD0653                          STATION RECOVERY (1963)
 FD0653
 FD0653'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0653'7.3 MI S FROM FRANKLIN.
 FD0653'FROM THE POST OFFICE IN FRANKLIN GO 7.3 MILES SOUTH ON U.S.
 FD0653'HIGHWAY 31 TO THE STATION ON THE RIGHT.  THE MARK IS 31 FEET
 FD0653'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 31, 3 FEET WEST OF
 FD0653'A POWER POLE, 2 FEET SOUTHEAST OF A WIRE FENCE AND 2.9 FEET
 FD0653'EAST OF A WITNESS SIGN.  THE MARK IS SET IN A 10-INCH, SQUARE,
 FD0653'FLUSH, CONCRETE MONUMENT.
 FD0653
 FD0653                          STATION RECOVERY (1984)
 FD0653
 FD0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0653'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0654 ***********************************************************************
 FD0654  DESIGNATION -  COTTON RM 1
 FD0654  PID         -  FD0654
 FD0654  STATE/COUNTY-  TN/WILLIAMSON
 FD0654  USGS QUAD   -  SPRING HILL (1979)
 FD0654
 FD0654                         *CURRENT SURVEY CONTROL
 FD0654  ___________________________________________________________________
 FD0654* NAD 83(1986)-  35 49 23.     (N)    086 53 12.     (W)     SCALED    
 FD0654* NAVD 88     -       237.308  (meters)     778.57   (feet)  ADJUSTED  
 FD0654  ___________________________________________________________________
 FD0654  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0654  DYNAMIC HT  -         237.098 (meters)     777.88  (feet)  COMP
 FD0654  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0654
 FD0654  VERT ORDER  -  SECOND    CLASS 0
 FD0654
 FD0654.The horizontal coordinates were scaled from a topographic map and have
 FD0654.an estimated accuracy of +/- 6 seconds.
 FD0654
 FD0654.The orthometric height was determined by differential leveling
 FD0654.and adjusted by the National Geodetic Survey in June 1991..
 FD0654
 FD0654.The geoid height was determined by GEOID03.
 FD0654
 FD0654.The dynamic height is computed by dividing the NAVD 88
 FD0654.geopotential number by the normal gravity value computed on the
 FD0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0654.degrees latitude (g = 980.6199 gals.).
 FD0654
 FD0654.The modeled gravity was interpolated from observed gravity values.
 FD0654
 FD0654;                    North         East    Units  Estimated Accuracy
 FD0654;SPC TN       -   165,650.      519,880.      MT  (+/- 180 meters Scaled)
 FD0654
 FD0654                          SUPERSEDED SURVEY CONTROL
 FD0654
 FD0654  NGVD 29 (??/??/??)  237.28   (m)          778.5    (f) RESET       3  
 FD0654
 FD0654.Superseded values are not recommended for survey control.
 FD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0654.See file dsdata.txt to determine how the superseded data were derived.
 FD0654
 FD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102643(NAD 83)
 FD0654_MARKER: DD = SURVEY DISK
 FD0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0654_STAMPING: COTTON RM 1 1963
 FD0654_MARK LOGO: TNHD  
 FD0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0654+STABILITY: SURFACE MOTION
 FD0654
 FD0654  HISTORY     - Date     Condition        Report By
 FD0654  HISTORY     - 1963     MONUMENTED       TNHD
 FD0654  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0654
 FD0654                          STATION DESCRIPTION
 FD0654
 FD0654'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0654'7.3 MI S FROM FRANKLIN.
 FD0654'THE MARK IS LOCATED AT THE COTTON 1963 STATION SITE.  IT IS 32
 FD0654'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31, 31 FEET NORTHEAST
 FD0654'OF A POWER POLE AND 2 FEET SOUTHEAST OF A WIRE FENCE.  THE MARK
 FD0654'IS SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0654
 FD0654                          STATION RECOVERY (1984)
 FD0654
 FD0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0654'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0652 ***********************************************************************
 FD0652  DESIGNATION -  COTTON RM 2
 FD0652  PID         -  FD0652
 FD0652  STATE/COUNTY-  TN/WILLIAMSON
 FD0652  USGS QUAD   -  SPRING HILL (1979)
 FD0652
 FD0652                         *CURRENT SURVEY CONTROL
 FD0652  ___________________________________________________________________
 FD0652* NAD 83(1986)-  35 49 23.     (N)    086 53 12.     (W)     SCALED    
 FD0652* NAVD 88     -       237.756  (meters)     780.04   (feet)  ADJUSTED  
 FD0652  ___________________________________________________________________
 FD0652  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0652  DYNAMIC HT  -         237.546 (meters)     779.35  (feet)  COMP
 FD0652  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0652
 FD0652  VERT ORDER  -  SECOND    CLASS 0
 FD0652
 FD0652.The horizontal coordinates were scaled from a topographic map and have
 FD0652.an estimated accuracy of +/- 6 seconds.
 FD0652
 FD0652.The orthometric height was determined by differential leveling
 FD0652.and adjusted by the National Geodetic Survey in June 1991..
 FD0652
 FD0652.The geoid height was determined by GEOID03.
 FD0652
 FD0652.The dynamic height is computed by dividing the NAVD 88
 FD0652.geopotential number by the normal gravity value computed on the
 FD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0652.degrees latitude (g = 980.6199 gals.).
 FD0652
 FD0652.The modeled gravity was interpolated from observed gravity values.
 FD0652
 FD0652;                    North         East    Units  Estimated Accuracy
 FD0652;SPC TN       -   165,650.      519,880.      MT  (+/- 180 meters Scaled)
 FD0652
 FD0652                          SUPERSEDED SURVEY CONTROL
 FD0652
 FD0652  NGVD 29 (??/??/??)  237.72   (m)          779.9    (f) RESET       3  
 FD0652
 FD0652.Superseded values are not recommended for survey control.
 FD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0652.See file dsdata.txt to determine how the superseded data were derived.
 FD0652
 FD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102643(NAD 83)
 FD0652_MARKER: DD = SURVEY DISK
 FD0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0652_STAMPING: COTTON RM 2 1963
 FD0652_MARK LOGO: TNHD  
 FD0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0652+STABILITY: SURFACE MOTION
 FD0652
 FD0652  HISTORY     - Date     Condition        Report By
 FD0652  HISTORY     - 1963     MONUMENTED       TNHD
 FD0652  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0652
 FD0652                          STATION DESCRIPTION
 FD0652
 FD0652'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0652'7.3 MI S FROM FRANKLIN.
 FD0652'THE MARK IS LOCATED AT THE COTTON 1963 STATION SITE, 32 FEET
 FD0652'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 31, 30 FEET SOUTHWEST
 FD0652'OF A POWER POLE AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  IT IS
 FD0652'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0652
 FD0652                          STATION RECOVERY (1984)
 FD0652
 FD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0652'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2258 ***********************************************************************
 FE2258  DESIGNATION -  COUNCE
 FE2258  PID         -  FE2258
 FE2258  STATE/COUNTY-  TN/HARDIN
 FE2258  USGS QUAD   -  COUNCE (1984)
 FE2258
 FE2258                         *CURRENT SURVEY CONTROL
 FE2258  ___________________________________________________________________
 FE2258* NAD 83(1995)-  35 00 36.10571(N)    088 15 55.26306(W)     ADJUSTED  
 FE2258* NAVD 88     -       208.4    (meters)     684.     (feet)  VERTCON   
 FE2258  ___________________________________________________________________
 FE2258  X           -     158,313.922 (meters)                     COMP
 FE2258  Y           -  -5,227,540.107 (meters)                     COMP
 FE2258  Z           -   3,638,882.126 (meters)                     COMP
 FE2258  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FE2258  ELLIP HEIGHT-         180.98  (meters)          (07/29/02) GPS OBS
 FE2258  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2258
 FE2258  HORZ ORDER  -  FIRST
 FE2258  ELLP ORDER  -  FOURTH    CLASS I
 FE2258
 FE2258.The horizontal coordinates were established by GPS observations
 FE2258.and adjusted by the National Geodetic Survey in April 1999..
 FE2258
 FE2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2258
 FE2258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2258
 FE2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2258
 FE2258.The ellipsoidal height was determined by GPS observations
 FE2258.and is referenced to NAD 83.
 FE2258
 FE2258.The geoid height was determined by GEOID03.
 FE2258
 FE2258;                    North         East     Units Scale Factor Converg.
 FE2258;SPC TN       -    77,473.973   393,233.421   MT  1.00005101   -1 19 34.4
 FE2258;SPC TN       -   254,179.19  1,290,133.32   sFT  1.00005101   -1 19 34.4
 FE2258;UTM  16      - 3,874,886.778   384,545.497   MT  0.99976428   -0 43 33.7
 FE2258
 FE2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2258!SPC TN       -   0.99997159  x   1.00005101  =   1.00002260
 FE2258!UTM  16      -   0.99997159  x   0.99976428  =   0.99973588
 FE2258
 FE2258|---------------------------------------------------------------------|
 FE2258| PID    Reference Object                     Distance      Geod. Az  |
 FE2258|                                                           dddmmss.s |
 FE2258| CG3852 COUNCE RM 2                          32.288 METERS 00302     |
 FE2258| FE2249 HOLLAND RIM 48 LOT                  APPROX. 4.3 KM 0452951.1 |
 FE2258| FE2250 PICKWICK TVA MICROWAVE KIE 35       APPROX. 2.9 KM 0605008.6 |
 FE2258| CG3850 COUNCE AZ MK                                       2550821.4 |
 FE2258| CG3851 COUNCE RM 1                          40.807 METERS 28326     |
 FE2258| FE2259 COUNCE TN RIVER PULP CO TANK        APPROX. 3.9 KM 3562123.5 |
 FE2258|---------------------------------------------------------------------|
 FE2258
 FE2258                          SUPERSEDED SURVEY CONTROL
 FE2258
 FE2258  ELLIP H (04/12/99)  181.03   (m)                       GP(       ) 4 1
 FE2258  NAD 83(1995)-  35 00 36.10558(N)    088 15 55.26290(W) AD(       ) 1
 FE2258  ELLIP H (12/04/92)  181.02   (m)                       GP(       ) 4 1
 FE2258  NAD 83(1995)-  35 00 36.11431(N)    088 15 55.26076(W) AD(       ) 1
 FE2258  NAD 83(1986)-  35 00 36.11474(N)    088 15 55.25986(W) AD(       ) 1
 FE2258  NAD 27      -  35 00 35.80500(N)    088 15 55.11100(W) AD(       ) 1
 FE2258  NGVD 29 (12/04/92)  208.4    (m)          684.     (f) GPS OBS        
 FE2258
 FE2258.Superseded values are not recommended for survey control.
 FE2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2258.See file dsdata.txt to determine how the superseded data were derived.
 FE2258
 FE2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8454574887(NAD 83)
 FE2258_MARKER: DS = TRIANGULATION STATION DISK
 FE2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2258_SP_SET: CONCRETE POST
 FE2258_STAMPING: COUNCE 1934
 FE2258_MARK LOGO: CGS   
 FE2258_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2258+STABILITY: SURFACE MOTION
 FE2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2258+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 FE2258
 FE2258  HISTORY     - Date     Condition        Report By
 FE2258  HISTORY     - 1934     MONUMENTED       CGS
 FE2258  HISTORY     - 1934     GOOD             CGS
 FE2258  HISTORY     - 1949     GOOD             TVA
 FE2258  HISTORY     - 1962     GOOD             CGS
 FE2258  HISTORY     - 1970     GOOD             NGS
 FE2258  HISTORY     - 19900214 GOOD             ALHD
 FE2258
 FE2258                          STATION DESCRIPTION
 FE2258
 FE2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FE2258'ABOUT 3.75 MILES EAST OF DAMON, 3-1/2 MILES WEST OF TENNESSEE RIVER,
 FE2258'3.8 MILES A LITTLE NORTH OF WEST OF
 FE2258'TENNESSEE-ALABAMA-MISSISSIPPI CORNER, 2 MILES SOUTH BY EAST OF
 FE2258'COUNCE, 0.9 MILE NORTH OF TENNESSEE-MISSISSIPPI STATE LINE, ON
 FE2258'HIGH WOODED KNOB KNOWN LOCALLY AS KERN BROWNS HILL, AND ON LAND OWNED
 FE2258'BY THE INDIANA TIE CO. TO REACH FROM COUNCE POST OFFICE, GO
 FE2258'SOUTHEAST ABOUT 0.1 MILE, FOLLOW RIGHT FORK 1.7 MILES, TURN RIGHT
 FE2258'ONTO DIM CROSSROAD AT HOUSE WITH HEDGE ON RIGHT, GO 0.35 MILE,
 FE2258'FOLLOW RIGHT FORK AT LONE TWIN PINE TREE, PASS OLD CHIMNEY ON RIGHT,
 FE2258'CONTINUE 1.05 MILES ALONG TRIPLE-NOTCH-BLAZE ROAD, FOLLOW RIGHT
 FE2258'FORK 0.1 MILE AROUND RIGHT EDGE OF HILL TO FORK ON TOP OF HILL,
 FE2258'FOLLOW LEFT FORK 75 FEET TO 2 TRIANGLE-BLAZED TREES AND STATION
 FE2258'SITE. STATION IS 85 FEET SOUTH-SOUTHEAST OF FORK OF WOODS ROAD
 FE2258'OVER RIDGE, 60 FEET EAST OF LEFT FORK, 60 FEET SOUTHEAST OF
 FE2258'TRIPLE-NOTCH-BLAZE OAK, 25 FEET NORTHWEST OF 18-INCH
 FE2258'TRIANGLE-BLAZED OAK, AND 21 FEET NORTHWEST OF 8-INCH TRIANGLE-BLAZED
 FE2258'PINE TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2258'DISKS IN CONCRETE. UPPER MARK PROJECTS 7 INCHES
 FE2258'ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2258'REFERENCE DISKS IN CONCRETE. NO. 1, PROJECTING 6 INCHES
 FE2258'ABOVE GROUND, IS 115 FEET SOUTHWEST OF FORKS, 63 FEET WEST OF LEFT
 FE2258'FORK, 20 FEET EAST OF RIGHT FORK, AND 133.92 FEET FROM STATION N 76 DE
 FE2258'34 MIN W.  NO. 2, PROJECTING 5 INCHES ABOVE GROUND, IS
 FE2258'40 FEET NORTHEAST OF FORKS, 10 FEET SOUTHEAST OF MAIN ROAD, 3 FEET
 FE2258'LOWER THAN, AND 106.06 FEET (SLOPE DISTANCE) FROM STATION N 3 DEG
 FE2258'03 MIN E.  REFERENCE MARK NO. 1 IS 154.92 FEET SOUTHWEST OF
 FE2258'REFERENCE MARK NO. 2. AZIMUTH MARK, PROJECTING 6 INCHES ABOVE GROUND,
 FE2258'IS 20 FEET NORTHWEST OF 24-INCH OAK TREE, 7 FEET SOUTHEAST OF WOODS
 FE2258'ROAD (RIGHT FORK 220 YARDS BY TRAIL FROM STATION), AND ABOUT 0.15
 FE2258'MILE FROM STATION S 75 DEG 08 MIN W.
 FE2258
 FE2258                          STATION RECOVERY (1934)
 FE2258
 FE2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FE2258'RECOVERED IN GOOD CONDITION.
 FE2258
 FE2258                          STATION RECOVERY (1949)
 FE2258
 FE2258'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2258'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 4.1 MILES S OF
 FE2258'COUNCE. A STEEL POST IS SET 2 FEET S OF THE MARK.  REFERENCE MARK WAS
 FE2258'RECOVERED IN GOOD CONDITION. DISK IS STAMPED COUNCE 1934.
 FE2258
 FE2258                          STATION RECOVERY (1962)
 FE2258
 FE2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2258'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2258'DUE TO CHANGES IN ROADS AND PROPERTY OWNERS THE ORIGINAL
 FE2258'DESCRIPTION IS COMPLETELY INADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 FE2258'DESCRIPTION.
 FE2258'
 FE2258'THE STATION IS ON THE TOP OF A HIGH, WOODED HILL KNOWN LOCALLY AS
 FE2258'KERN BROWNS HILL AND IS ON THE PROPERTY OF THE TENNESSEE PULP
 FE2258'AND PAPER COMPANY, ABOUT 3-1/2 MILES SOUTHWEST OF PICKWICK VILLAGE ON
 FE2258'THE TENNESSEE RIVER, 2-1/2 MILES SOUTH OF COUNCE, AND 0.9 OF A
 FE2258'MILE NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE.
 FE2258'
 FE2258'TO REACH FROM THE POST OFFICE AND THE J. R. PURNELL STORE IN COUNCE,
 FE2258'GO SOUTH ON AN OILED ROAD FOR 0.05 MILE TO A FORK, KEEP LEFT FORK
 FE2258'AND CONTINUE SOUTHEAST FOR 0.3 MILE TO A FORK, KEEP RIGHT FORK,
 FE2258'SOUTHEAST, AND GO 1.8 MILES TO A GRAVELED ROAD ON THE LEFT,
 FE2258'A WOODS ROAD ON THE RIGHT, AND OLD HOUSE IN THE NORTHWEST ANGLE. HERE
 FE2258'TURN RIGHT ON THE WOODS ROAD AND GO SOUTH FOR 0.5 MILE TO A
 FE2258'FORK, KEEP RIGHT FORK, WESTERLY FOR 0.25 MILE TO WHERE T. V. A.
 FE2258'TRANSMISSION LINES CROSS OVER, CONTINUE 0.5 MILE TO AN OLD SAWMILL
 FE2258'SITE ON THE RIGHT, CONTINUE SOUTHWESTERLY FOR 0.25 MILE TO A FORK,
 FE2258'KEEP LEFT FORK AND GO SOUTHWESTERLY UP A STEEP KNOLL FOR 0.1 MILE TO
 FE2258'THE TOP OF THE GRADE AND THE STATION ON THE LEFT AT HIGHEST POINT
 FE2258'ABOUT 40 YARDS FROM THE ROAD.
 FE2258'
 FE2258'THE STATION IS 117 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODS
 FE2258'ROAD, 20 FEET EAST OF THE APPROXIMATE CENTER OF A DIM TRACK ROAD
 FE2258'AND 1.8 FEET NORTH OF A METAL WITNESS POST AND TVA SIGN. IT IS A
 FE2258'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FE2258'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED COUNCE 1934.
 FE2258'
 FE2258'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND 42 FEET
 FE2258'SOUTH OF THE APPROXIMATE CENTER OF THE WOODS ROAD. IT IS A STANDARD
 FE2258'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2258'PROJECTS 8 INCHES AND THE DISK IS STAMPED COUNCE NO 1 1934.
 FE2258'
 FE2258'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL, 11 FEET SOUTH
 FE2258'OF THE APPROXIMATE CENTER OF THE WOODS ROAD AND 1.0 FOOT NORTH OF
 FE2258'A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP
 FE2258'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 FE2258'AND THE DISK IS STAMPED COUNCE NO 2 1934.
 FE2258'
 FE2258'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FE2258'MARK NO. 2 IS 154.9 FEET.
 FE2258'
 FE2258'THE AZIMUTH MARK IS 29 FEET SOUTH OF A 10-INCH OAK TREE WITH A WHITE
 FE2258'RING BLAZE, 19 FEET NORTH OF A 14-INCH OAK TREE, 8 FEET SOUTHEAST
 FE2258'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND 1.0 FOOT NORTHWEST
 FE2258'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 FE2258'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2258'PROJECTS 5 INCHES AND THE DISK IS STAMPED COUNCE AZIMUTH 1934.
 FE2258'
 FE2258'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON THE
 FE2258'WOODS ROAD FOR 0.1 MILE TO A FORK, KEEP LEFT FORK AND GO 0.05 MILE
 FE2258'TO THE MARK ON THE LEFT AS DESCRIBED.
 FE2258
 FE2258                          STATION RECOVERY (1970)
 FE2258
 FE2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2258'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FE2258'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 FE2258'MACHINERY.  A LONGER DISTANCE WAS MEASURED TO REFERENCE MARK 1,
 FE2258'THE DISTANCE BEING 0.88 FEET.  THIS MEASUREMENT WAS VERIFIED BY
 FE2258'SEPERATE OBSERVING UNITS ON DIFFERENT NIGHTS.  THE DISTANCE TO
 FE2258'REFERENCE MARK 2 COMPARED FAVORABLE WITH THE 1934 MEASUREMENTS.
 FE2258'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FE2258'
 FE2258'THE STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHWEST OF IUKA,
 FE2258'3 MILES SOUTH-SOUTHWEST OF THE SOUTH END OF THE PICKWICK
 FE2258'DAM AND 2 MILES SOUTH OF COUNCE.  THE STATION IS ON PROPERTY
 FE2258'OWNED BY THE TENNESSEE RIVER PULP AND PAPER COMPANY, COUNCE,
 FE2258'TENNESSEE.
 FE2258'
 FE2258'TO REACH THE STATION FROM THE POST OFFICE IN COUNCE, GO
 FE2258'EASTERLY ON STATE HIGHWAY 57 FOR 0.9 MILE TO THE JUNCTION
 FE2258'OF STATE HIGHWAY 128.  TURN RIGHT AND GO SOUTH ON STATE
 FE2258'HIGHWAY 57 FOR 5.2 MILES TO A FIELD ROAD ON THE RIGHT NEAR
 FE2258'MR. J.D. FINCHS MAIL BOX.  (THIS IS 0.1 MILE NORTH OF THE
 FE2258'MISSISSIPPI-TENNESSEE STATE LINE.) TURN RIGHT AND GO NORTHWEST,
 FE2258'WEST AND SOUTH FOR 0.5 MILE TO FORKS.  TURN SHARP RIGHT AND GO
 FE2258'NORTHWEST AND NORTH FOR 1.35 MILES TO A FORK.  TAKE LEFT FORK
 FE2258'UP HILL FOR 0.5 MILE TO THE STATION ON THE LEFT.  (THIS IS A
 FE2258'4-WHEEL DRIVE STATION IN WET WEATHER.)
 FE2258'
 FE2258'THE STATION MARK IS A STANDARD DISK, STAMPED COUNCE 1934, SET IN
 FE2258'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FE2258'8-INCHES.  IT IS 66 FEET EAST OF THE CENTER OF A FIELD ROAD,
 FE2258'20.5 FEET EAST-NORTHEAST OF A 6-INCH PINE TREE AND 2.0 FEET
 FE2258'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FE2258'
 FE2258'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COUNCE NO 1 1934,
 FE2258'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FE2258'PROJECTS 8-INCHES.  IT IS 135 FEET WEST OF THE METAL WITNESS
 FE2258'POST WITH SIGN, 66 FEET WEST OF THE CENTER OF A FIELD ROAD
 FE2258'AND 44 FEET SOUTH OF A FIELD ROAD.
 FE2258'
 FE2258'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COUNCE NO 2 1934,
 FE2258'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FE2258'PROJECTS 8-INCHES.  IT IS 10 FEET SOUTHEAST OF THE CENTER OF THE
 FE2258'FIELD ROAD AND 1.0 FEET NORTHWEST OF A METAL WITNESS POST
 FE2258'WITH SIGN.
 FE2258'
 FE2258'THE COUNCE TENNESSEE RIVER PULP AND PAPER COMPANY WATER TANK
 FE2258'IS VISIBLE FROM THE GROUND AND CAN BE USED AS AN AZIMUTH FOR
 FE2258'THIS STATION.
 FE2258'
 FE2258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FE2258'2 MILES SOUTH-SOUTHEAST OF COUNCE.
 FE2258
 FE2258                          STATION RECOVERY (1990)
 FE2258
 FE2258'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FE2258'THE STATION IS LOCATED IN HARDIN COUNTY TENNESSEE ON PROPERTY OWNED BY
 FE2258'TENNESSEE PULP AND PAPER COMPANY, ABOUT 5.63 KM (3.50 MI) SOUTHWEST
 FE2258'OF PICKWICK VILLAGE AND ABOUT 23.98 KM (14.90 MI) SOUTH - SOUTHWEST
 FE2258'OF SAVANNAH, TENNESSEE.
 FE2258'TO REACH THE STATION FROM THE MISSISSIPPI - TENNESSEE STATE LINE ON
 FE2258'MISSISSIPPI STATE HIGHWAY 25 AND TENNESSEE STATE HIGHWAY 57, DRIVE
 FE2258'NORTH ON TENNESSEE STATE HIGHWAY 57 0.08 KM (0.05 MI) TO A PAVED ROAD
 FE2258'LEFT, TURN LEFT ON THE PAVED ROAD AND DRIVE WESTERLY 0.80 KM
 FE2258'(0.50 MI) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD
 FE2258'AND DRIVE NORTHWESTERLY 2.25 KM (1.40 MI) TO THE TOP OF A RIDGE, A Y
 FE2258'INTERSECTION AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 FE2258'INTERSECTION.
 FE2258'THE STATION IS 0.30 M (0.98 FT) NORTHWEST OF A CARSONITE WITNESS POST,
 FE2258'21.21 M (69.59 FT) EAST OF THE CENTER OF THE LEFT FORK OF THE WOODS
 FE2258'ROAD, 28.96 M (95.01 FT) SOUTH - SOUTHEAST OF THE CENTER OF THE MAIN
 FE2258'WOODS ROAD, AND PROJECTS FOUR INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2259 ***********************************************************************
 FE2259  DESIGNATION -  COUNCE TN RIVER PULP CO TANK
 FE2259  PID         -  FE2259
 FE2259  STATE/COUNTY-  TN/HARDIN
 FE2259  USGS QUAD   -  COUNCE (1984)
 FE2259
 FE2259                         *CURRENT SURVEY CONTROL
 FE2259  ___________________________________________________________________
 FE2259* NAD 83(1995)-  35 02 42.02146(N)    088 16 05.01237(W)     ADJUSTED  
 FE2259* NAVD 88     -                                                        
 FE2259  ___________________________________________________________________
 FE2259  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FE2259  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE2259
 FE2259  HORZ ORDER  -  THIRD
 FE2259
 FE2259.The horizontal coordinates were established by classical geodetic methods
 FE2259.and adjusted by the National Geodetic Survey in April 1999..
 FE2259
 FE2259
 FE2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2259
 FE2259.The geoid height was determined by GEOID03.
 FE2259
 FE2259;                    North         East     Units Scale Factor Converg.
 FE2259;SPC TN       -    81,359.179   393,076.205   MT  1.00004250   -1 19 40.1
 FE2259;SPC TN       -   266,925.91  1,289,617.52   sFT  1.00004250   -1 19 40.1
 FE2259;UTM  16      - 3,878,769.029   384,347.669   MT  0.99976484   -0 43 41.6
 FE2259
 FE2259                          SUPERSEDED SURVEY CONTROL
 FE2259
 FE2259  NAD 83(1995)-  35 02 42.02134(N)    088 16 05.01244(W) AD(       ) 4
 FE2259  NAD 83(1995)-  35 02 42.02131(N)    088 16 05.01259(W) AD(       ) 4
 FE2259  NAD 83(1995)-  35 02 42.02986(N)    088 16 05.00984(W) AD(       ) 4
 FE2259  NAD 83(1986)-  35 02 42.03027(N)    088 16 05.00915(W) AD(       ) 4
 FE2259  NAD 27      -  35 02 41.72331(N)    088 16 04.86104(W) AD(       ) 3
 FE2259
 FE2259.Superseded values are not recommended for survey control.
 FE2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2259.See file dsdata.txt to determine how the superseded data were derived.
 FE2259
 FE2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8434878769(NAD 83)
 FE2259_MARKER: 53 = ELEVATED TANK
 FE2259
 FE2259  HISTORY     - Date     Condition        Report By
 FE2259  HISTORY     - 1970     FIRST OBSERVED   NGS
 FE2259
 FE2259                          STATION DESCRIPTION
 FE2259
 FE2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2259'THE STATION IS THE FINIAL KNOB ATOP THE COUNCE, TENNESSEE
 FE2259'RIVER PULP AND PAPER COMPANY WATER TANK THAT IS LOCATED ABOUT
 FE2259'0.2 MILE NORTH OF STATE HIGHWAY 57 AND ON THE SOUTHWEST EDGE
 FE2259'OF THE MILL SITE.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED
 FE2259'BY FOUR TUBULAR STEEL LEGS AND IS PAINTED LIGHT GREEN IN
 FE2259'COLOR.  IT IS 130 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0721 ***********************************************************************
 FC0721  DESIGNATION -  COURTHOUSE
 FC0721  PID         -  FC0721
 FC0721  STATE/COUNTY-  TN/ROANE
 FC0721  USGS QUAD   -  BACON GAP (1980)
 FC0721
 FC0721                         *CURRENT SURVEY CONTROL
 FC0721  ___________________________________________________________________
 FC0721* NAD 83(1986)-  35 52 16.     (N)    084 30 54.     (W)     SCALED    
 FC0721* NAVD 88     -       233.456  (meters)     765.93   (feet)  ADJUSTED  
 FC0721  ___________________________________________________________________
 FC0721  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0721  DYNAMIC HT  -         233.240 (meters)     765.22  (feet)  COMP
 FC0721  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FC0721
 FC0721  VERT ORDER  -  SECOND    CLASS 0
 FC0721
 FC0721.The horizontal coordinates were scaled from a topographic map and have
 FC0721.an estimated accuracy of +/- 6 seconds.
 FC0721
 FC0721.The orthometric height was determined by differential leveling
 FC0721.and adjusted by the National Geodetic Survey in June 1991..
 FC0721
 FC0721.The geoid height was determined by GEOID03.
 FC0721
 FC0721.The dynamic height is computed by dividing the NAVD 88
 FC0721.geopotential number by the normal gravity value computed on the
 FC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0721.degrees latitude (g = 980.6199 gals.).
 FC0721
 FC0721.The modeled gravity was interpolated from observed gravity values.
 FC0721
 FC0721;                    North         East    Units  Estimated Accuracy
 FC0721;SPC TN       -   171,630.      734,100.      MT  (+/- 180 meters Scaled)
 FC0721
 FC0721                          SUPERSEDED SURVEY CONTROL
 FC0721
 FC0721  NGVD 29 (??/??/92)  233.566  (m)          766.29   (f) ADJ UNCH    2 0
 FC0721
 FC0721.Superseded values are not recommended for survey control.
 FC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0721.See file dsdata.txt to determine how the superseded data were derived.
 FC0721
 FC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE243725(NAD 83)
 FC0721_MARKER: DB = BENCH MARK DISK
 FC0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0721_SP_SET: PLATFORM
 FC0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0721
 FC0721  HISTORY     - Date     Condition        Report By
 FC0721  HISTORY     - UNK      MONUMENTED       DOD
 FC0721  HISTORY     - 1960     GOOD             NGS
 FC0721
 FC0721                          STATION DESCRIPTION
 FC0721
 FC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0721'AT KINGSTON.
 FC0721'THIS BENCH MARK IS LOCATED AT THE ROANE COUNTY COURT HOUSE IN
 FC0721'KINGSTON, IN TOP OF THE CONCRETE PLATFORM, 18 FT. NORTHWEST OF
 FC0721'THE CENTER OF THE NORTHEAST ENTRANCE, 18 FT. SOUTHEAST OF THE
 FC0721'SOUTHEAST CORNER, AND ABOUT LEVEL WITH THE PILLAR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2434 ***********************************************************************
 GB2434  DESIGNATION -  COVE 2
 GB2434  PID         -  GB2434
 GB2434  STATE/COUNTY-  TN/SMITH
 GB2434  USGS QUAD   -  GORDONSVILLE (1986)
 GB2434
 GB2434                         *CURRENT SURVEY CONTROL
 GB2434  ___________________________________________________________________
 GB2434* NAD 83(1995)-  36 09 29.49793(N)    085 52 51.84057(W)     ADJUSTED  
 GB2434* NAVD 88     -       176.8    (meters)     580.     (feet)  VERTCON   
 GB2434  ___________________________________________________________________
 GB2434  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GB2434  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2434
 GB2434  HORZ ORDER  -  SECOND
 GB2434
 GB2434.The horizontal coordinates were established by classical geodetic methods
 GB2434.and adjusted by the National Geodetic Survey in April 1999..
 GB2434
 GB2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2434
 GB2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2434
 GB2434.The geoid height was determined by GEOID03.
 GB2434
 GB2434;                    North         East     Units Scale Factor Converg.
 GB2434;SPC TN       -   202,474.472   610,701.612   MT  0.99996435   +0 04 10.7
 GB2434;SPC TN       -   664,285.00  2,003,610.21   sFT  0.99996435   +0 04 10.7
 GB2434;UTM  16      - 4,002,074.592   600,646.954   MT  0.99972481   +0 39 36.9
 GB2434
 GB2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2434!SPC TN       -   0.99997689  x   0.99996435  =   0.99994124
 GB2434!UTM  16      -   0.99997689  x   0.99972481  =   0.99970170
 GB2434
 GB2434:                Primary Azimuth Mark                     Grid Az
 GB2434:SPC TN       -  CONGO                                    140 58 42.9
 GB2434:UTM  16      -  CONGO                                    140 23 16.7
 GB2434
 GB2434|---------------------------------------------------------------------|
 GB2434| PID    Reference Object                     Distance      Geod. Az  |
 GB2434|                                                           dddmmss.s |
 GB2434| GB2431 CONGO                               APPROX. 1.8 KM 1410253.6 |
 GB2434| CG5166 COVE 2 RM 3                          13.080 METERS 17215     |
 GB2434| CG5167 COVE 2 RM 4                          23.979 METERS 27512     |
 GB2434|---------------------------------------------------------------------|
 GB2434
 GB2434                          SUPERSEDED SURVEY CONTROL
 GB2434
 GB2434  NAD 83(1995)-  36 09 29.50033(N)    085 52 51.84448(W) AD(       ) 2
 GB2434  NAD 83(1995)-  36 09 29.50005(N)    085 52 51.84526(W) AD(       ) 2
 GB2434  NAD 83(1986)-  36 09 29.51009(N)    085 52 51.84065(W) AD(       ) 2
 GB2434  NAD 27      -  36 09 29.29510(N)    085 52 51.89430(W) AD(       ) 2
 GB2434  NGVD 29 (07/19/86)  176.9    (m)          580.     (f) VERT ANG       
 GB2434
 GB2434.Superseded values are not recommended for survey control.
 GB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2434.See file dsdata.txt to determine how the superseded data were derived.
 GB2434
 GB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0064702075(NAD 83)
 GB2434_MARKER: DS = TRIANGULATION STATION DISK
 GB2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2434
 GB2434  HISTORY     - Date     Condition        Report By
 GB2434  HISTORY     - 1960     MONUMENTED       CGS
 GB2434  HISTORY     - 1963     GOOD             CGS
 GB2434
 GB2434                          STATION DESCRIPTION
 GB2434
 GB2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2434'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF GORDONSVILLE, 2.5
 GB2434'MILES NORTHWEST OF LANCASTER AND 0.1 MILE NORTHEAST OF THE TENNESSEE
 GB2434'CENTRAL RAILROAD.
 GB2434'
 GB2434'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO EAST ON
 GB2434'STATE HIGHWAY 141 FOR 0.65 MILE TO A FORK, TAKE THE RIGHT FORK,
 GB2434'EAST, FOR 1.7 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, EASTERLY,
 GB2434'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD,
 GB2434'EASTERLY, FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT AND A BRIDGE, TURN
 GB2434'LEFT, NORTHERLY, FOR 0.1 MILE TO THE TRAFFIC ISLAND ON THE INTERSTATE
 GB2434'HIGHWAY, WHICH IS NOW UNDER CONSTRUCTION, TURN LEFT, WEST, FOR 0.1
 GB2434'MILE TO THE STATION.
 GB2434'
 GB2434'STATION MARK IS 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 2.0
 GB2434'FEET NORTH OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GB2434'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED COVE 2 1960.
 GB2434'
 GB2434'REFERENCE MARK NO. 3 IS 1.3 FEET WEST OF A WITNESS SIGN. THE MARK IS
 GB2434'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 GB2434'COVE 2 NO 3 1960.
 GB2434'
 GB2434'REFERENCE MARK NO. 4 IS 1.7 FEET EAST OF A WITNESS SIGN.  THE MARK IS
 GB2434'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 GB2434'COVE 2 NO 4 1960.
 GB2434'
 GB2434'TRAVERSE STATION CONGO WILL SERVE AS THE AZIMUTH MARK. SEE
 GB2434'DESCRIPTION THEREOF.
 GB2434'
 GB2434'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GB2434
 GB2434                          STATION RECOVERY (1963)
 GB2434
 GB2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2434'STATION AND BOTH RMS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB2434'WITNESS POST INTACT.
 GB2434'
 GB2434'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 GB2434'
 GB2434'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 GB2434'TENNESSEE STATE HIGHWAY 56 (5 MILES SOUTH OF CARTHAGE, TENNESSEE),
 GB2434'GO EAST ON INTERSTATE 40 FOR 4.1 MILES TO THE STATION ON THE LEFT
 GB2434'(NORTH) SIDE OF INTERSTATE 40 IN A TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2632 ***********************************************************************
 FB2632  DESIGNATION -  COVE MTN LOT
 FB2632  PID         -  FB2632
 FB2632  STATE/COUNTY-  TN/SEVIER
 FB2632  USGS QUAD   -  GATLINBURG (1979)
 FB2632
 FB2632                         *CURRENT SURVEY CONTROL
 FB2632  ___________________________________________________________________
 FB2632* NAD 83(1995)-  35 41 48.03831(N)    083 36 35.02534(W)     ADJUSTED  
 FB2632* NAVD 88     -      1244.9    (meters)    4084.     (feet)  VERTCON   
 FB2632  ___________________________________________________________________
 FB2632  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 FB2632  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB2632
 FB2632  HORZ ORDER  -  THIRD
 FB2632
 FB2632.The horizontal coordinates were established by classical geodetic methods
 FB2632.and adjusted by the National Geodetic Survey in April 1999..
 FB2632
 FB2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2632
 FB2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2632
 FB2632.The geoid height was determined by GEOID03.
 FB2632
 FB2632;                    North         East     Units Scale Factor Converg.
 FB2632;SPC TN       -   153,903.205   816,305.841   MT  0.99995126   +1 23 57.7
 FB2632;SPC TN       -   504,930.77  2,678,163.41   sFT  0.99995126   +1 23 57.7
 FB2632;UTM  17      - 3,953,445.523   263,867.632   MT  1.00028715   -1 31 24.5
 FB2632
 FB2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2632!SPC TN       -   0.99980928  x   0.99995126  =   0.99976055
 FB2632!UTM  17      -   0.99980928  x   1.00028715  =   1.00009637
 FB2632
 FB2632                          SUPERSEDED SURVEY CONTROL
 FB2632
 FB2632  NAD 83(1995)-  35 41 48.04248(N)    083 36 35.03288(W) AD(       ) 4
 FB2632  NAD 83(1986)-  35 41 48.04266(N)    083 36 35.03245(W) AD(       ) 4
 FB2632  NAD 27      -  35 41 47.70724(N)    083 36 35.44287(W) AD(       ) 3
 FB2632  NGVD 29 (07/19/86) 1245.0    (m)         4085.     (f) VERT ANG       
 FB2632
 FB2632.Superseded values are not recommended for survey control.
 FB2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2632.See file dsdata.txt to determine how the superseded data were derived.
 FB2632
 FB2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6386853446(NAD 83)
 FB2632_MARKER: 57 = LOOKOUT TOWER
 FB2632
 FB2632  HISTORY     - Date     Condition        Report By
 FB2632  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2632
 FB2632                          STATION DESCRIPTION
 FB2632
 FB2632'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2632'GATLINBURG, 2.5 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441
 FB2632'TO T-RD. NW., THENCE NW. RIGHT 0.1 MI TO T-RD. SW., THENCE SW.
 FB2632'LEFT 0.1 MI TO T-RD.N., THENCE N. RIGHT 8.7 MI ON JEEP ROAD TO
 FB2632'60 FT STEEL LOOKOUT TOWER, DESIGNATED---COVE MOUNTAIN LOOKOUT
 FB2632'TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1749 ***********************************************************************
 GB1749  DESIGNATION -  COVE RM 1
 GB1749  PID         -  GB1749
 GB1749  STATE/COUNTY-  TN/SMITH
 GB1749  USGS QUAD   -  GORDONSVILLE (1986)
 GB1749
 GB1749                         *CURRENT SURVEY CONTROL
 GB1749  ___________________________________________________________________
 GB1749* NAD 83(1986)-  36 09 30.     (N)    085 52 52.     (W)     SCALED    
 GB1749* NAVD 88     -       176.888  (meters)     580.34   (feet)  ADJUSTED  
 GB1749  ___________________________________________________________________
 GB1749  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1749  DYNAMIC HT  -         176.736 (meters)     579.84  (feet)  COMP
 GB1749  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GB1749
 GB1749  VERT ORDER  -  SECOND    CLASS 0
 GB1749
 GB1749.The horizontal coordinates were scaled from a topographic map and have
 GB1749.an estimated accuracy of +/- 6 seconds.
 GB1749
 GB1749.The orthometric height was determined by differential leveling
 GB1749.and adjusted by the National Geodetic Survey in June 1991..
 GB1749
 GB1749.The geoid height was determined by GEOID03.
 GB1749
 GB1749.The dynamic height is computed by dividing the NAVD 88
 GB1749.geopotential number by the normal gravity value computed on the
 GB1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1749.degrees latitude (g = 980.6199 gals.).
 GB1749
 GB1749.The modeled gravity was interpolated from observed gravity values.
 GB1749
 GB1749;                    North         East    Units  Estimated Accuracy
 GB1749;SPC TN       -   202,490.      610,700.      MT  (+/- 180 meters Scaled)
 GB1749
 GB1749                          SUPERSEDED SURVEY CONTROL
 GB1749
 GB1749  NGVD 29 (??/??/92)  176.955  (m)          580.56   (f) ADJ UNCH    2 0
 GB1749
 GB1749.Superseded values are not recommended for survey control.
 GB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1749.See file dsdata.txt to determine how the superseded data were derived.
 GB1749
 GB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF006020(NAD 83)
 GB1749_MARKER: DR = REFERENCE MARK DISK
 GB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1749_STAMPING: COVE NO 1 1960
 GB1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1749+STABILITY: SURFACE MOTION
 GB1749
 GB1749  HISTORY     - Date     Condition        Report By
 GB1749  HISTORY     - 1960     MONUMENTED       CGS
 GB1749
 GB1749                          STATION DESCRIPTION
 GB1749
 GB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1749'2.5 MI E FROM CARTHAGE JUNCTION.
 GB1749'THIS MARK IS LOCATED AT THE COVE 1960 STATION SITE, 60 FT. EAST
 GB1749'OF THE STATION MARK, 26 FT. SOUTHEAST OF A T-FENCE CORNER POST,
 GB1749'14 FT. SOUTH OF A WIRE FENCE, 7 FT. SOUTH OF THE CENTER OF A
 GB1749'TRACK ROAD, AND ABOUT 2 FT. HIGHER THAN THE STATION.  THE DISK
 GB1749'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1747 ***********************************************************************
 GB1747  DESIGNATION -  COVE RM 2
 GB1747  PID         -  GB1747
 GB1747  STATE/COUNTY-  TN/SMITH
 GB1747  USGS QUAD   -  GORDONSVILLE (1986)
 GB1747
 GB1747                         *CURRENT SURVEY CONTROL
 GB1747  ___________________________________________________________________
 GB1747* NAD 83(1986)-  36 09 30.     (N)    085 52 52.     (W)     SCALED    
 GB1747* NAVD 88     -       176.072  (meters)     577.66   (feet)  ADJUSTED  
 GB1747  ___________________________________________________________________
 GB1747  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1747  DYNAMIC HT  -         175.920 (meters)     577.16  (feet)  COMP
 GB1747  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GB1747
 GB1747  VERT ORDER  -  SECOND    CLASS 0
 GB1747
 GB1747.The horizontal coordinates were scaled from a topographic map and have
 GB1747.an estimated accuracy of +/- 6 seconds.
 GB1747
 GB1747.The orthometric height was determined by differential leveling
 GB1747.and adjusted by the National Geodetic Survey in June 1991..
 GB1747
 GB1747.The geoid height was determined by GEOID03.
 GB1747
 GB1747.The dynamic height is computed by dividing the NAVD 88
 GB1747.geopotential number by the normal gravity value computed on the
 GB1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1747.degrees latitude (g = 980.6199 gals.).
 GB1747
 GB1747.The modeled gravity was interpolated from observed gravity values.
 GB1747
 GB1747;                    North         East    Units  Estimated Accuracy
 GB1747;SPC TN       -   202,490.      610,700.      MT  (+/- 180 meters Scaled)
 GB1747
 GB1747                          SUPERSEDED SURVEY CONTROL
 GB1747
 GB1747  NGVD 29 (??/??/92)  176.138  (m)          577.88   (f) ADJ UNCH    2 0
 GB1747
 GB1747.Superseded values are not recommended for survey control.
 GB1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1747.See file dsdata.txt to determine how the superseded data were derived.
 GB1747
 GB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF006020(NAD 83)
 GB1747_MARKER: DR = REFERENCE MARK DISK
 GB1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1747_STAMPING: COVE NO 2 1960
 GB1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1747+STABILITY: SURFACE MOTION
 GB1747
 GB1747  HISTORY     - Date     Condition        Report By
 GB1747  HISTORY     - 1960     MONUMENTED       CGS
 GB1747
 GB1747                          STATION DESCRIPTION
 GB1747
 GB1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1747'2.5 MI E FROM CARTHAGE JUNCTION.
 GB1747'THIS MARK IS LOCATED AT THE COVE 1960 STATION SITE, 42 FT. WEST
 GB1747'OF THE STATION MARK, 19 FT. SOUTH OF A 24-INCH TREE, 6 FT. NORTH
 GB1747'OF THE NORTHWEST CORNER OF BARN, AND 3 FT. EAST OF A WIRE FENCE.
 GB1747'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1747'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1737 ***********************************************************************
 FE1737  DESIGNATION -  COVINGTON
 FE1737  PID         -  FE1737
 FE1737  STATE/COUNTY-  TN/TIPTON
 FE1737  USGS QUAD   -  COVINGTON (1983)
 FE1737
 FE1737                         *CURRENT SURVEY CONTROL
 FE1737  ___________________________________________________________________
 FE1737* NAD 83(1995)-  35 33 27.00722(N)    089 39 00.34887(W)     ADJUSTED  
 FE1737* NAVD 88     -       108.480  (meters)     355.90   (feet)  ADJUSTED  
 FE1737  ___________________________________________________________________
 FE1737  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FE1737  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1737  DYNAMIC HT  -         108.389 (meters)     355.61  (feet)  COMP
 FE1737  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1737
 FE1737  HORZ ORDER  -  THIRD
 FE1737  VERT ORDER  -  FIRST     CLASS I
 FE1737
 FE1737.The horizontal coordinates were established by classical geodetic methods
 FE1737.and adjusted by the National Geodetic Survey in April 1999..
 FE1737
 FE1737.The orthometric height was determined by differential leveling
 FE1737.and adjusted by the National Geodetic Survey in June 1991..
 FE1737
 FE1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1737
 FE1737.The geoid height was determined by GEOID03.
 FE1737
 FE1737.The dynamic height is computed by dividing the NAVD 88
 FE1737.geopotential number by the normal gravity value computed on the
 FE1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1737.degrees latitude (g = 980.6199 gals.).
 FE1737
 FE1737.The modeled gravity was interpolated from observed gravity values.
 FE1737
 FE1737;                    North         East     Units Scale Factor Converg.
 FE1737;SPC TN       -   141,990.845   269,155.070   MT  0.99995999   -2 08 12.9
 FE1737;SPC TN       -   465,848.30    883,052.93   sFT  0.99995999   -2 08 12.9
 FE1737;UTM  16      - 3,938,102.475   259,797.953   MT  1.00031106   -1 32 30.6
 FE1737
 FE1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1737!SPC TN       -   0.99998725  x   0.99995999  =   0.99994724
 FE1737!UTM  16      -   0.99998725  x   1.00031106  =   1.00029831
 FE1737
 FE1737:                Primary Azimuth Mark                     Grid Az
 FE1737:SPC TN       -  COVINGTON RAD STA WKBL MAST              018 53 59.6
 FE1737:UTM  16      -  COVINGTON RAD STA WKBL MAST              018 18 17.3
 FE1737
 FE1737|---------------------------------------------------------------------|
 FE1737| PID    Reference Object                     Distance      Geod. Az  |
 FE1737|                                                           dddmmss.s |
 FE1737| FE2644 COVINGTON RAD STA WKBL MAST         APPROX. 3.4 KM 0164546.7 |
 FE1737| FE2643 COVINGTON MUNICIPAL TANK            APPROX. 0.9 KM 0193336.8 |
 FE1737| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 1.8 KM 0300917.8 |
 FE1737| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX. 1.2 KM 0472057.5 |
 FE1737| FE1738 COVINGTON RM 1                       24.171 METERS 06204     |
 FE1737| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX. 7.2 KM 1210643.4 |
 FE1737| CG3856 COVINGTON RM 2                       29.196 METERS 13403     |
 FE1737| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX. 1.0 KM 1645933.2 |
 FE1737| FE2535 MT CARMEL                           APPROX. 6.7 KM 1781501.4 |
 FE1737| FE1739 COVINGTON AZ MK                                    2350048.0 |
 FE1737|---------------------------------------------------------------------|
 FE1737
 FE1737                          SUPERSEDED SURVEY CONTROL
 FE1737
 FE1737  NAD 83(1995)-  35 33 27.01445(N)    089 39 00.34942(W) AD(       ) 3
 FE1737  NAD 83(1986)-  35 33 27.01886(N)    089 39 00.34997(W) AD(       ) 3
 FE1737  NAD 27      -  35 33 26.72220(N)    089 39 00.06790(W) AD(       ) 3
 FE1737  NGVD 29 (??/??/??)  108.450  (m)          355.81   (f) ADJUSTED    1 1
 FE1737
 FE1737.Superseded values are not recommended for survey control.
 FE1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1737.See file dsdata.txt to determine how the superseded data were derived.
 FE1737
 FE1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5979838102(NAD 83)
 FE1737_MARKER: DS = TRIANGULATION STATION DISK
 FE1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1737_STAMPING: COVINGTON 1958
 FE1737_MARK LOGO: CGS   
 FE1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1737+STABILITY: SURFACE MOTION
 FE1737
 FE1737  HISTORY     - Date     Condition        Report By
 FE1737  HISTORY     - 1958     MONUMENTED       CGS
 FE1737  HISTORY     - 1958     GOOD             CGS
 FE1737  HISTORY     - 1974     GOOD             NGS
 FE1737  HISTORY     - 19740615 GOOD             NGS
 FE1737  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1737
 FE1737                          STATION DESCRIPTION
 FE1737
 FE1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1737'THE STATION IS IN THE SOUTH PART OF THE TOWN OF COVINGTON AND ON THE
 FE1737'GROUNDS OF THE COVINGTON HIGH SCHOOL.  IT IS 82 FEET NORTHEAST OF
 FE1737'THE NORTHEAST CORNER OF THE PORCH OF A WHITE FRAME HOUSE, 80 FEET
 FE1737'SOUTHWEST OF THE NORTHWEST CORNER OF THE BRICK SCHOOL BUILDING, 55
 FE1737'FEET SOUTHWEST OF A 30 INCH TREE AND 35 FEET SOUTH OF A POWERLINE
 FE1737'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COVINGTON
 FE1737'1958.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, IN A
 FE1737'COFFEE CAN, WHICH SETS ON THE TOP OF A SEWER LINE.
 FE1737'
 FE1737'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COVINGTON, AT THE
 FE1737'CORNER OF WEST WASHINGTON AVENUE AND SOUTH MAIN STREET, GO
 FE1737'SOUTHEAST ON STATE HIGHWAY 59 FOR 0.35 MILE TO WEST SHERROD STREET.
 FE1737'TURN RIGHT AND GO WEST ON WEST SHERROD STREET FOR 0.2 MILE
 FE1737'TO THE COVINGTON HIGH SCHOOL ON THE LEFT AND THE STATION AT THE
 FE1737'NORTHWEST CORNER OF THE PARKING AREA.
 FE1737'
 FE1737'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON WEST
 FE1737'SHERROD STREET FOR 0.15 MILE TO SOUTH HIGH STREET AND THE AZIMUTH
 FE1737'MARK AT THE NORTHWEST CORNER OF THE INTERSECTION.
 FE1737'
 FE1737'REFERENCE MARK 1 IS 45 FEET EAST OF A 30 INCH TREE AND 10 INCHES WEST
 FE1737'OF THE NORTHWEST CORNER OF THE BRICK SCHOOL BUILDING.  THE
 FE1737'MONUMENT IS FLUSH AND THE DISK IS STAMPED COVINGTON NO 1 1958.
 FE1737'
 FE1737'REFERENCE MARK 2 IS 103 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 FE1737'BRICK SCHOOL BUILDING AND 12 FEET WEST OF THE SOUTHWEST
 FE1737'CORNER OF THE BRICK SCHOOL BUILDING.  THE MONUMENT IS FLUSH AND THE
 FE1737'DISK IS STAMPED COVINGTON NO 2 1958.
 FE1737'
 FE1737'THE AZIMUTH MARK IS 50 FEET NORTHWEST OF THE INTERSECTION OF WEST
 FE1737'SHERROD STREET AND SOUTH HIGH STREET, 29 FEET EAST OF A 16 INCH
 FE1737'PECAN TREE, 27 FEET NORTH OF A 16 INCH ELM TREE, 1 FOOT WEST OF A
 FE1737'WIRE FENCE AND 4 FEET NORTH OF A WHITE WITNESS POST.
 FE1737'
 FE1737'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE1737
 FE1737                          STATION RECOVERY (1958)
 FE1737
 FE1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1737'AT COVINGTON.
 FE1737'AT COVINGTON, 0.35 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE
 FE1737'POST OFFICE, THENCE 0.2 MILE WEST ALONG SHERROD AVENUE, ABOUT
 FE1737'1 BLOCK WEST OF SOUTH COLLEGE STREET, AT THE WEST SIDE OF PARKING
 FE1737'LOT, 80 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE MOST
 FE1737'WESTERLY BRICK SCHOOL BUILDING, 57.7 FEET SOUTHEAST OF THE CENTER
 FE1737'LINE OF SHERROD AVENUE, 82 FEET NORTHEAST OF THE NORTHEAST CORNER
 FE1737'OF PORCH OF FRAME HOUSE 503, 163 FEET NORTH OF THE NORTH CORNER
 FE1737'OF BRICK INDUSTRIAL ARTS BUILDING, 79.3 FEET SOUTHWEST OF
 FE1737'COVINGTON RM 1, 34.8 FEET SOUTH OF POWER POLE BEARING STREET
 FE1737'LIGHT, 5 1/2 FEET ABOVE STREET LEVEL AND IN THE TOP OF A CONCRETE
 FE1737'POST 6-INCHES UNDERGROUND.
 FE1737
 FE1737                          STATION RECOVERY (1974)
 FE1737
 FE1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1737'THE STATION, R.M. 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FE1737'CONDITION AND LEVELED OVER DURING THE 1974 RELEVELING.
 FE1737'
 FE1737'TO REACH FROM THE POST OFFICE AT COVINGTON, GO 0.35 MILE SOUTH ALONG
 FE1737'MAIN STREET, THENCE 0.2 MILE WEST ALONG SHERROD ROAD, AT THE WEST
 FE1737'SIDE OF A PARKING LOT, 57.7 FEET SOUTHEAST OF THE CENTER LINE OF
 FE1737'SHERROD ROAD, 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE1737'PORCH OF A HOUSE AT 503 SHERROD, IN A CONCRETE POST.
 FE1737'
 FE1737'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED COVINGTON NO 1
 FE1737'1958.  79.3 FEET NORTHEAST OF THE STATION.
 FE1737'
 FE1737'R.M. WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATA.
 FE1737'
 FE1737'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED COVINGTON
 FE1737'1958.  0.2 MILE NORTHEAST OF THE STATION, ALONG SHERROD AVENUE, AT
 FE1737'THE INTERSECTION OF SOUTH HIGH STREET, 43 FEET NORTHWEST OF THE
 FE1737'CENTER LINE OF SHERROD AVENUE, 29 FEET NORTHEAST OF THE EAST
 FE1737'CORNER OF A BRICK HOUSE, IN A CONCRETE POST.
 FE1737'
 FE1737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COVINGTON.
 FE1737
 FE1737                          STATION RECOVERY (1974)
 FE1737
 FE1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE1737'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FE1737'REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED DESTROYED.  THE AZIMUTH
 FE1737'MARK WAS NOT FOUND BUT POSSIBLY BE IN A FLOWER BED AND WAS NOT DUG
 FE1737'FOR, THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 1 WAS
 FE1737'IN THE WAY OF PROPOSED CONSTRUCTION AND WAS DESTROYED.  REFERENCE
 FE1737'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 FE1737'LOCATED JUST SOUTH OF THE MAIN SECTION OF COVINGTON, ON THE NORTHWEST
 FE1737'EDGE OF THE GROUNDS OF THE COVINGTON HIGH SCHOOL, 58 FT (17.7 M) SOUTH
 FE1737'OF THE CENTERLINE OF SHERROD STREET, 54 FT (16.5 M) EAST OF A 20 INCH
 FE1737'MAPLE TREE, 36 FT (11.0 M) EAST OF THE CENTERLINE OF A DIM DRIVEWAY
 FE1737'AND 35 FT (10.7 M) SOUTH OF A POWER, LIGHT AND TRANSFORMER POLE.  THE
 FE1737'MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED--COVINGTON
 FE1737'1958--.
 FE1737' 
 FE1737'REFERENCE MARK 3 IS A STANDARD PRECAST ALUMINUM MONUMENT, FLUSH WITH
 FE1737'THE GROUND, STAMPED---COVINGTON 1958 NO 3 1981--, 12 FT (3.7 M)
 FE1737'SOUTHEAST OF THE CENTERLINE OF THE DIM DRIVEWAY, 28 FT (8.5 M)
 FE1737'SOUTHEAST OF THE 20 INCH MAPLE TREE, 64 FT (19.5 M) SOUTH OF THE
 FE1737'CENTERLINE OF THE STREET AND 1 FOOT (0.3 M) NORTH OF A METAL WITNESS
 FE1737'POST.
 FE1737' 
 FE1737'REFERENCE MARK 4 IS 1 FOOT (0.3 M) EAST OF THE POWER, LIGHT AND
 FE1737'TRANSFORMER POLE, 23 FT (7.0 M) SOUTH OF THE CENTERLINE OF THE STREET
 FE1737'AND 6 INCHES WEST OF A METAL WITNESS POST.  IT IS A STANDARD PRECAST
 FE1737'ALUMINUM MONUMENT PROJECTING 2 INCHES, AND STAMPED--COVINGTON 1958 NO
 FE1737'4 1981--.
 FE1737
 FE1737                          STATION RECOVERY (2002)
 FE1737
 FE1737'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1737'AFTER SPEAKING TO SCHOOL PRINCIPAL, SCHOOL HAD CONSTRUCTION PERFORMED
 FE1737'IN AREA IN 1980. MARK MAY BE PRESENT, BUT PROBABLY UNDER 6 TO 10 FT.
 FE1737'OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1453 ***********************************************************************
 FE1453  DESIGNATION -  COVINGTON
 FE1453  PID         -  FE1453
 FE1453  STATE/COUNTY-  TN/SHELBY
 FE1453  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1453
 FE1453                         *CURRENT SURVEY CONTROL
 FE1453  ___________________________________________________________________
 FE1453* NAD 83(1995)-  35 09 56.04342(N)    089 54 29.10016(W)     ADJUSTED  
 FE1453* NAVD 88     -        77.301  (meters)     253.61   (feet)  ADJUSTED  
 FE1453  ___________________________________________________________________
 FE1453  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE1453  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1453  DYNAMIC HT  -          77.231 (meters)     253.38  (feet)  COMP
 FE1453  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1453
 FE1453  HORZ ORDER  -  SECOND
 FE1453  VERT ORDER  -  SECOND    CLASS 0
 FE1453
 FE1453.The horizontal coordinates were established by classical geodetic methods
 FE1453.and adjusted by the National Geodetic Survey in April 1999..
 FE1453
 FE1453.The orthometric height was determined by differential leveling
 FE1453.and adjusted by the National Geodetic Survey in June 1991..
 FE1453
 FE1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1453
 FE1453.The geoid height was determined by GEOID03.
 FE1453
 FE1453.The dynamic height is computed by dividing the NAVD 88
 FE1453.geopotential number by the normal gravity value computed on the
 FE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1453.degrees latitude (g = 980.6199 gals.).
 FE1453
 FE1453.The modeled gravity was interpolated from observed gravity values.
 FE1453
 FE1453;                    North         East     Units Scale Factor Converg.
 FE1453;SPC TN       -    99,445.107   244,047.261   MT  1.00001597   -2 17 16.6
 FE1453;SPC TN       -   326,262.82    800,678.39   sFT  1.00001597   -2 17 16.6
 FE1453;UTM  16      - 3,895,277.475   235,129.625   MT  1.00046471   -1 40 33.1
 FE1453
 FE1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1453!SPC TN       -   0.99999216  x   1.00001597  =   1.00000813
 FE1453!UTM  16      -   0.99999216  x   1.00046471  =   1.00045687
 FE1453
 FE1453|---------------------------------------------------------------------|
 FE1453| PID    Reference Object                     Distance      Geod. Az  |
 FE1453|                                                           dddmmss.s |
 FE1453| FE1456 COVINGTON RM 1                       10.790 METERS 01419     |
 FE1453| FE1454 COVINGTON AZ MK                                    1911101.0 |
 FE1453| FE1455 COVINGTON RM 2                       10.461 METERS 29710     |
 FE1453|---------------------------------------------------------------------|
 FE1453
 FE1453                          SUPERSEDED SURVEY CONTROL
 FE1453
 FE1453  NAD 83(1995)-  35 09 56.04626(N)    089 54 29.09912(W) AD(       ) 2
 FE1453  NAD 83(1995)-  35 09 56.04874(N)    089 54 29.09955(W) AD(       ) 2
 FE1453  NAD 83(1986)-  35 09 56.05396(N)    089 54 29.10077(W) AD(       ) 2
 FE1453  NAD 27      -  35 09 55.73460(N)    089 54 28.78610(W) AD(       ) 2
 FE1453  NGVD 29 (??/??/??)   77.366  (m)          253.82   (f) ADJUSTED    2 0
 FE1453
 FE1453.Superseded values are not recommended for survey control.
 FE1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1453.See file dsdata.txt to determine how the superseded data were derived.
 FE1453
 FE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3513095277(NAD 83)
 FE1453_MARKER: DE = TRAVERSE STATION DISK
 FE1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1453_STAMPING: COVINGTON 1959
 FE1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1453+STABILITY: SURFACE MOTION
 FE1453
 FE1453  HISTORY     - Date     Condition        Report By
 FE1453  HISTORY     - 1959     MONUMENTED       CGS
 FE1453  HISTORY     - 1959     GOOD             CGS
 FE1453  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1453
 FE1453                          STATION DESCRIPTION
 FE1453
 FE1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1453'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST-NORTHEAST OF DOWNTOWN
 FE1453'MEMPHIS AND ABOUT 3-1/2 MILES SOUTHEAST OF BARTLETT, 16 FEET WEST OF
 FE1453'A CULTIVATED FIELD AND 3 FEET NORTH-NORTHEAST OF A WITNESS POST. IT
 FE1453'IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST
 FE1453'WITH AN UNDERGROUND MARK. THE MARK PROJECTS 2 INCHES ABOVE THE
 FE1453'SURFACE OF THE GROUND AND IS STAMPED COVINGTON 1959.
 FE1453'
 FE1453'TO REACH THE STATION FROM THE INTERSECTION OF MACON RD. AND WELLS
 FE1453'STATION RD., GO EAST ON MACON RD. FOR 0.3 MILE TO MARTIN AIRPORT
 FE1453'OFFICE, CONTINUE EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FE1453'AS DESCRIBED, TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE NORTH EDGE
 FE1453'OF AIRPORT, CONTINUE NORTH ALONG THE WEST EDGE OF FIELD FOR 0.1 MILE
 FE1453'TO THE STATION AS DESCRIBED.
 FE1453'
 FE1453'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE EDGE OF A CULTIVATED
 FE1453'FIELD. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1453'AND IS STAMPED COVINGTON NO 1 1959.
 FE1453'
 FE1453'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE EDGE OF A CULTIVATED
 FE1453'FIELD. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1453'AND IS STAMPED COVINGTON NO 2 1959.
 FE1453'
 FE1453'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 43.48 FEET.
 FE1453'
 FE1453'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF MACON RD., 26 FEET
 FE1453'SOUTHWEST OF A POWER LINE POLE NO. 38464, 10 FEET NORTHEAST OF
 FE1453'STREET MARKER MACON RD. AND MCCRORY RD.  IT IS A STANDARD DISK
 FE1453'CEMENTED IN A DRILL HOLE IN A CONCRETE WALK, SET FLUSH WITH THE
 FE1453'SURROUNDING SURFACE AND IS STAMPED COVINGTON 1959.
 FE1453'
 FE1453'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 FE1453
 FE1453                          STATION RECOVERY (1959)
 FE1453
 FE1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1453'IN MEMPHIS.
 FE1453'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF DOWNTOWN
 FE1453'MEMPHIS.  TO REACH THE STATION FROM THE INTERSECTION OF MACON RD.
 FE1453'AND WELLS STATION RD., GO EAST ON MACON RD. FOR 0.3 MILE TO
 FE1453'MARTIN AIRPORT OFFICE, CONTINUE EAST FOR 0.1 MILE TO THE AZIMUTH
 FE1453'MARK ON THE RIGHT, TURN LEFT AND GO NORTH FOR 0.2 MILE ACROSS
 FE1453'FIELD TO THE STATION SITE.  THE MARK IS 16 FEET WEST OF A
 FE1453'CULTIVATED FIELD AND 3 FEET NORTH-NORTHEAST OF A WITNESS POST.
 FE1453'THE MARK IS A STANDARD TRIANGULATION STATION DISK CEMENTED IN
 FE1453'A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES
 FE1453'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS ABOUT 1.3 NORTHWEST
 FE1453'OF STATION SUMMER.
 FE1453
 FE1453                          STATION RECOVERY (1989)
 FE1453
 FE1453'RECOVERY NOTE BY US ENGINEERS 1989 (MH)
 FE1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1739 ***********************************************************************
 FE1739  DESIGNATION -  COVINGTON AZ MK
 FE1739  PID         -  FE1739
 FE1739  STATE/COUNTY-  TN/TIPTON
 FE1739  USGS QUAD   -  COVINGTON (1983)
 FE1739
 FE1739                         *CURRENT SURVEY CONTROL
 FE1739  ___________________________________________________________________
 FE1739* NAD 83(1986)-  35 33 20.     (N)    089 39 09.     (W)     SCALED    
 FE1739* NAVD 88     -       104.901  (meters)     344.16   (feet)  ADJUSTED  
 FE1739  ___________________________________________________________________
 FE1739  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1739  DYNAMIC HT  -         104.812 (meters)     343.87  (feet)  COMP
 FE1739  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 FE1739
 FE1739  VERT ORDER  -  FIRST     CLASS I
 FE1739
 FE1739.The horizontal coordinates were scaled from a topographic map and have
 FE1739.an estimated accuracy of +/- 6 seconds.
 FE1739
 FE1739.The orthometric height was determined by differential leveling
 FE1739.and adjusted by the National Geodetic Survey in June 1991..
 FE1739
 FE1739.The geoid height was determined by GEOID03.
 FE1739
 FE1739.The dynamic height is computed by dividing the NAVD 88
 FE1739.geopotential number by the normal gravity value computed on the
 FE1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1739.degrees latitude (g = 980.6199 gals.).
 FE1739
 FE1739.The modeled gravity was interpolated from observed gravity values.
 FE1739
 FE1739;                    North         East    Units  Estimated Accuracy
 FE1739;SPC TN       -   141,780.      268,930.      MT  (+/- 180 meters Scaled)
 FE1739
 FE1739                          SUPERSEDED SURVEY CONTROL
 FE1739
 FE1739  NGVD 29 (??/??/??)  104.871  (m)          344.06   (f) ADJUSTED    1 1
 FE1739
 FE1739.Superseded values are not recommended for survey control.
 FE1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1739.See file dsdata.txt to determine how the superseded data were derived.
 FE1739
 FE1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE595378(NAD 83)
 FE1739_MARKER: DZ = AZIMUTH MARK DISK
 FE1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1739_STAMPING: COVINGTON 1958
 FE1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1739+STABILITY: SURFACE MOTION
 FE1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1739+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1739
 FE1739  HISTORY     - Date     Condition        Report By
 FE1739  HISTORY     - 1958     MONUMENTED       CGS
 FE1739  HISTORY     - 1974     GOOD             NGS
 FE1739  HISTORY     - 20020529 GOOD             USACE
 FE1739
 FE1739                          STATION DESCRIPTION
 FE1739
 FE1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1739'AT COVINGTON.
 FE1739'AT COVINGTON, 0.35 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE
 FE1739'POST OFFICE THENCE 0.4 MILE SOUTHWEST ALONG SHERROD AVENUE, 0.2
 FE1739'MILE SOUTHWEST OF THE COVINGTON HIGH SCHOOL, AT INTERSECTION OF
 FE1739'SOUTH HIGH STREET AND WEST SHERROD AVENUE, 43 FEET NORTHWEST
 FE1739'OF THE CENTER LINE OF WEST SHERROD AVENUE, 21 FEET SOUTHWEST OF
 FE1739'THE CENTER LINE OF SOUTH HIGH STREET, 29 FEET NORTHEAST OF THE
 FE1739'EAST CORNER OF BRICK HOUSE, 12 FEET SOUTHEAST OF THE CENTER LINE
 FE1739'OF AN ASPHALT DRIVEWAY TO GARAGE PORTION OF HOUSE, ABOUT LEVEL
 FE1739'WITH THE AVENUE AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 FE1739'INCHES.
 FE1739
 FE1739                          STATION RECOVERY (2002)
 FE1739
 FE1739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1454 ***********************************************************************
 FE1454  DESIGNATION -  COVINGTON AZ MK
 FE1454  PID         -  FE1454
 FE1454  STATE/COUNTY-  TN/SHELBY
 FE1454  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1454
 FE1454                         *CURRENT SURVEY CONTROL
 FE1454  ___________________________________________________________________
 FE1454* NAD 83(1986)-  35 09 55.     (N)    089 54 28.     (W)     SCALED    
 FE1454* NAVD 88     -        77.382  (meters)     253.88   (feet)  ADJUSTED  
 FE1454  ___________________________________________________________________
 FE1454  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1454  DYNAMIC HT  -          77.312 (meters)     253.65  (feet)  COMP
 FE1454  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1454
 FE1454  VERT ORDER  -  SECOND    CLASS 0
 FE1454
 FE1454.The horizontal coordinates were scaled from a topographic map and have
 FE1454.an estimated accuracy of +/- 6 seconds.
 FE1454
 FE1454.The orthometric height was determined by differential leveling
 FE1454.and adjusted by the National Geodetic Survey in June 1991..
 FE1454
 FE1454.The geoid height was determined by GEOID03.
 FE1454
 FE1454.The dynamic height is computed by dividing the NAVD 88
 FE1454.geopotential number by the normal gravity value computed on the
 FE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1454.degrees latitude (g = 980.6199 gals.).
 FE1454
 FE1454.The modeled gravity was interpolated from observed gravity values.
 FE1454
 FE1454;                    North         East    Units  Estimated Accuracy
 FE1454;SPC TN       -    99,410.      244,070.      MT  (+/- 180 meters Scaled)
 FE1454
 FE1454                          SUPERSEDED SURVEY CONTROL
 FE1454
 FE1454  NGVD 29 (??/??/??)   77.285  (m)          253.56   (f) ADJUSTED    2 0
 FE1454
 FE1454.Superseded values are not recommended for survey control.
 FE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1454.See file dsdata.txt to determine how the superseded data were derived.
 FE1454
 FE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351952(NAD 83)
 FE1454_MARKER: DZ = AZIMUTH MARK DISK
 FE1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1454_SP_SET: SIDEWALK
 FE1454_STAMPING: COVINGTON 1959
 FE1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1454
 FE1454  HISTORY     - Date     Condition        Report By
 FE1454  HISTORY     - 1959     MONUMENTED       CGS
 FE1454  HISTORY     - 1959     GOOD             CGS
 FE1454  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FE1454
 FE1454                          STATION DESCRIPTION
 FE1454
 FE1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1454'IN MEMPHIS.
 FE1454'THE MARK IS LOCATED 0.2 MILE SOUTH OF COVINGTON STATION SITE ON
 FE1454'MACON RD. AND MC CRORY RD.  IT IS 35 FEET SOUTH OF THE CENTER
 FE1454'OF MACON RD., 26 FEET SOUTHWEST OF A POWER LINE POLE 38464, 10
 FE1454'FEET NORTHEAST OF STREET MARKER MACON RD. AND MC CRORY RD.  THE
 FE1454'MARK IS A STANDARD AZIMUTH DISK CEMENTED IN A DRILL HOLE IN A
 FE1454'CONCRETE WALK, WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE1454
 FE1454                          STATION RECOVERY (1995)
 FE1454
 FE1454'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2640 ***********************************************************************
 FE2640  DESIGNATION -  COVINGTON FED COMP WHSE N TANK
 FE2640  PID         -  FE2640
 FE2640  STATE/COUNTY-  TN/TIPTON
 FE2640  USGS QUAD   -  COVINGTON (1983)
 FE2640
 FE2640                         *CURRENT SURVEY CONTROL
 FE2640  ___________________________________________________________________
 FE2640* NAD 83(1995)-  35 34 17.18535(N)    089 38 24.66741(W)     ADJUSTED  
 FE2640* NAVD 88     -                                                        
 FE2640  ___________________________________________________________________
 FE2640  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FE2640  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2640
 FE2640  HORZ ORDER  -  THIRD
 FE2640
 FE2640.The horizontal coordinates were established by classical geodetic methods
 FE2640.and adjusted by the National Geodetic Survey in April 1999..
 FE2640
 FE2640
 FE2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2640
 FE2640.The geoid height was determined by GEOID03.
 FE2640
 FE2640;                    North         East     Units Scale Factor Converg.
 FE2640;SPC TN       -   143,502.727   270,110.541   MT  0.99995885   -2 07 52.0
 FE2640;SPC TN       -   470,808.53    886,187.67   sFT  0.99995885   -2 07 52.0
 FE2640;UTM  16      - 3,939,624.725   260,738.005   MT  1.00030550   -1 32 11.7
 FE2640
 FE2640                          SUPERSEDED SURVEY CONTROL
 FE2640
 FE2640  NAD 83(1995)-  35 34 17.19290(N)    089 38 24.66774(W) AD(       ) 4
 FE2640  NAD 83(1986)-  35 34 17.19709(N)    089 38 24.66842(W) AD(       ) 4
 FE2640  NAD 27      -  35 34 16.90400(N)    089 38 24.38400(W) AD(       ) 3
 FE2640
 FE2640.Superseded values are not recommended for survey control.
 FE2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2640.See file dsdata.txt to determine how the superseded data were derived.
 FE2640
 FE2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6073839625(NAD 83)
 FE2640_MARKER: 53 = ELEVATED TANK
 FE2640
 FE2640  HISTORY     - Date     Condition        Report By
 FE2640  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2640
 FE2640                          STATION DESCRIPTION
 FE2640
 FE2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2640'THE STATION IS THE BALL ATOP THE NORTH WATER TANK OF THE FEDERAL
 FE2640'COMPRESS AND WAREHOUSE CO., IN THE NORTHEAST SECTION OF THE TOWN OF
 FE2640'COVINGTON.  THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH
 FE2640'AN OVERALL HEIGHT OF 130 FEET.  THE TANK AND SUPPORTING STRUCTURE
 FE2640'ARE PAINTED SILVER.
 FE2640'
 FE2640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2640'HIGHWAYS 54 AND 59, GO NORTH ON HIGHWAY 51 FOR 0.3 MILE TO A
 FE2640'TRAFFIC LIGHT AND PAVED CROSS STREET.  TURN RIGHT AND GO EAST ON EAST
 FE2640'RIPLEY AVENUE FOR 0.4 MILE TO THE ILLINOIS CENTRAL RAILROAD
 FE2640'TRACK AND A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD
 FE2640'FOR 0.25 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2641 ***********************************************************************
 FE2641  DESIGNATION -  COVINGTON FED COMP WHSE S TANK
 FE2641  PID         -  FE2641
 FE2641  STATE/COUNTY-  TN/TIPTON
 FE2641  USGS QUAD   -  COVINGTON (1983)
 FE2641
 FE2641                         *CURRENT SURVEY CONTROL
 FE2641  ___________________________________________________________________
 FE2641* NAD 83(1995)-  35 33 52.93558(N)    089 38 25.89928(W)     ADJUSTED  
 FE2641* NAVD 88     -                                                        
 FE2641  ___________________________________________________________________
 FE2641  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 FE2641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2641
 FE2641  HORZ ORDER  -  THIRD
 FE2641
 FE2641.The horizontal coordinates were established by classical geodetic methods
 FE2641.and adjusted by the National Geodetic Survey in April 1999..
 FE2641
 FE2641
 FE2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2641
 FE2641.The geoid height was determined by GEOID03.
 FE2641
 FE2641;                    North         East     Units Scale Factor Converg.
 FE2641;SPC TN       -   142,757.057   270,051.751   MT  0.99995939   -2 07 52.7
 FE2641;SPC TN       -   468,362.11    885,994.79   sFT  0.99995939   -2 07 52.7
 FE2641;UTM  16      - 3,938,878.226   260,686.940   MT  1.00030581   -1 32 11.5
 FE2641
 FE2641                          SUPERSEDED SURVEY CONTROL
 FE2641
 FE2641  NAD 83(1995)-  35 33 52.94289(N)    089 38 25.89968(W) AD(       ) 4
 FE2641  NAD 83(1986)-  35 33 52.94723(N)    089 38 25.90035(W) AD(       ) 4
 FE2641  NAD 27      -  35 33 52.65200(N)    089 38 25.61700(W) AD(       ) 3
 FE2641
 FE2641.Superseded values are not recommended for survey control.
 FE2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2641.See file dsdata.txt to determine how the superseded data were derived.
 FE2641
 FE2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6068738878(NAD 83)
 FE2641_MARKER: 53 = ELEVATED TANK
 FE2641
 FE2641  HISTORY     - Date     Condition        Report By
 FE2641  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2641
 FE2641                          STATION DESCRIPTION
 FE2641
 FE2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2641'THE STATION IS THE BALL ATOP SOUTH WATER TANK OF THE FEDERAL COMPRESS
 FE2641'AND WAREHOUSE CO., IN THE EASTERN SECTION OF THE TOWN OF COVINGTON.
 FE2641'IT IS 27 FEET EAST OF THE CENTERLINE OF UNION STREET AND 75 FEET
 FE2641'NORTH OF THE CENTERLINE OF EAST LIBERTY AVENUE.
 FE2641'
 FE2641'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN OVERALL
 FE2641'HEIGHT OF 105 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 FE2641'PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2642 ***********************************************************************
 FE2642  DESIGNATION -  COVINGTON HYDE PARK MILLS TANK
 FE2642  PID         -  FE2642
 FE2642  STATE/COUNTY-  TN/TIPTON
 FE2642  USGS QUAD   -  COVINGTON (1983)
 FE2642
 FE2642                         *CURRENT SURVEY CONTROL
 FE2642  ___________________________________________________________________
 FE2642* NAD 83(1995)-  35 32 54.68998(N)    089 38 49.74768(W)     ADJUSTED  
 FE2642* NAVD 88     -                                                        
 FE2642  ___________________________________________________________________
 FE2642  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FE2642  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE2642
 FE2642  HORZ ORDER  -  THIRD
 FE2642
 FE2642.The horizontal coordinates were established by classical geodetic methods
 FE2642.and adjusted by the National Geodetic Survey in April 1999..
 FE2642
 FE2642
 FE2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2642
 FE2642.The geoid height was determined by GEOID03.
 FE2642
 FE2642;                    North         East     Units Scale Factor Converg.
 FE2642;SPC TN       -   140,985.619   269,384.754   MT  0.99996075   -2 08 06.7
 FE2642;SPC TN       -   462,550.32    883,806.48   sFT  0.99996075   -2 08 06.7
 FE2642;UTM  16      - 3,937,099.338   260,038.151   MT  1.00030964   -1 32 23.2
 FE2642
 FE2642                          SUPERSEDED SURVEY CONTROL
 FE2642
 FE2642  NAD 83(1995)-  35 32 54.69730(N)    089 38 49.74827(W) AD(       ) 4
 FE2642  NAD 83(1986)-  35 32 54.70171(N)    089 38 49.74879(W) AD(       ) 4
 FE2642  NAD 27      -  35 32 54.40800(N)    089 38 49.46800(W) AD(       ) 3
 FE2642
 FE2642.Superseded values are not recommended for survey control.
 FE2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2642.See file dsdata.txt to determine how the superseded data were derived.
 FE2642
 FE2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6003837099(NAD 83)
 FE2642_MARKER: 53 = ELEVATED TANK
 FE2642
 FE2642  HISTORY     - Date     Condition        Report By
 FE2642  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2642
 FE2642                          STATION DESCRIPTION
 FE2642
 FE2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2642'THE STATION IS THE BALL ATOP THE HYDE PARK MILLS INC. TANK, LOCATED
 FE2642'IN THE SOUTHERN SECTION OF THE TOWN OF COVINGTON.  THE TANK IS
 FE2642'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 FE2642'APPROXIMATELY 100 FEET.  THE TANK HAS THE WORDS HYDE PARK MILLS INC.
 FE2642'TEXTILE YARNS COVINGTON, TENN. PRINTED ON THE EAST AND WEST SIDES.
 FE2642'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER AND THE
 FE2642'LETTERING IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2643 ***********************************************************************
 FE2643  DESIGNATION -  COVINGTON MUNICIPAL TANK
 FE2643  PID         -  FE2643
 FE2643  STATE/COUNTY-  TN/TIPTON
 FE2643  USGS QUAD   -  COVINGTON (1983)
 FE2643
 FE2643                         *CURRENT SURVEY CONTROL
 FE2643  ___________________________________________________________________
 FE2643* NAD 83(1995)-  35 33 54.58269(N)    089 38 48.35782(W)     ADJUSTED  
 FE2643* NAVD 88     -                                                        
 FE2643  ___________________________________________________________________
 FE2643  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FE2643  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2643
 FE2643  HORZ ORDER  -  THIRD
 FE2643
 FE2643.The horizontal coordinates were established by classical geodetic methods
 FE2643.and adjusted by the National Geodetic Survey in April 1999..
 FE2643
 FE2643
 FE2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2643
 FE2643.The geoid height was determined by GEOID03.
 FE2643
 FE2643;                    North         East     Units Scale Factor Converg.
 FE2643;SPC TN       -   142,828.833   269,488.497   MT  0.99995935   -2 08 05.9
 FE2643;SPC TN       -   468,597.60    884,146.84   sFT  0.99995935   -2 08 05.9
 FE2643;UTM  16      - 3,938,944.175   260,122.775   MT  1.00030914   -1 32 24.6
 FE2643
 FE2643                          SUPERSEDED SURVEY CONTROL
 FE2643
 FE2643  NAD 83(1995)-  35 33 54.59025(N)    089 38 48.35822(W) AD(       ) 4
 FE2643  NAD 83(1986)-  35 33 54.59445(N)    089 38 48.35888(W) AD(       ) 4
 FE2643  NAD 27      -  35 33 54.30000(N)    089 38 48.07600(W) AD(       ) 3
 FE2643
 FE2643.Superseded values are not recommended for survey control.
 FE2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2643.See file dsdata.txt to determine how the superseded data were derived.
 FE2643
 FE2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6012338944(NAD 83)
 FE2643_MARKER: 53 = ELEVATED TANK
 FE2643
 FE2643  HISTORY     - Date     Condition        Report By
 FE2643  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2643
 FE2643                          STATION DESCRIPTION
 FE2643
 FE2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2643'THE STATION IS THE BALL ATOP THE COVINGTON MUNICIPAL WATER TANK.  THE
 FE2643'TANK IS SUPPORTED BY A 7-LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS
 FE2643'175 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.  THE
 FE2643'WORD COVINGTON IS PRINTED IN LARGE BLACK LETTERS ON THE NORTH AND
 FE2643'EAST SIDES OF THE TANK.
 FE2643'
 FE2643'THE STATION IS LOCATED IN THE MAIN BUSINESS SECTION OF THE TOWN OF
 FE2643'COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2644 ***********************************************************************
 FE2644  DESIGNATION -  COVINGTON RAD STA WKBL MAST
 FE2644  PID         -  FE2644
 FE2644  STATE/COUNTY-  TN/TIPTON
 FE2644  USGS QUAD   -  COVINGTON (1983)
 FE2644
 FE2644                         *CURRENT SURVEY CONTROL
 FE2644  ___________________________________________________________________
 FE2644* NAD 83(1995)-  35 35 13.94751(N)    089 38 20.91443(W)     ADJUSTED  
 FE2644* NAVD 88     -                                                        
 FE2644  ___________________________________________________________________
 FE2644  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FE2644  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2644
 FE2644  HORZ ORDER  -  THIRD
 FE2644
 FE2644.The horizontal coordinates were established by classical geodetic methods
 FE2644.and adjusted by the National Geodetic Survey in April 1999..
 FE2644
 FE2644
 FE2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2644
 FE2644.The geoid height was determined by GEOID03.
 FE2644
 FE2644;                    North         East     Units Scale Factor Converg.
 FE2644;SPC TN       -   145,247.329   270,270.005   MT  0.99995763   -2 07 49.8
 FE2644;SPC TN       -   476,532.28    886,710.84   sFT  0.99995763   -2 07 49.8
 FE2644;UTM  16      - 3,941,371.493   260,879.415   MT  1.00030467   -1 32 11.6
 FE2644
 FE2644                          SUPERSEDED SURVEY CONTROL
 FE2644
 FE2644  NAD 83(1995)-  35 35 13.95532(N)    089 38 20.91474(W) AD(       ) 4
 FE2644  NAD 83(1986)-  35 35 13.95925(N)    089 38 20.91546(W) AD(       ) 4
 FE2644  NAD 27      -  35 35 13.66800(N)    089 38 20.63300(W) AD(       ) 3
 FE2644
 FE2644.Superseded values are not recommended for survey control.
 FE2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2644.See file dsdata.txt to determine how the superseded data were derived.
 FE2644
 FE2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6087941371(NAD 83)
 FE2644_MARKER: 42 = RADIO/TV MAST
 FE2644
 FE2644  HISTORY     - Date     Condition        Report By
 FE2644  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2644
 FE2644                          STATION DESCRIPTION
 FE2644
 FE2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2644'THE STATION IS THE CENTER OF THE TOP OF THE RADIO STATION WKBL MAST.
 FE2644'THE MAST IS A STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 FE2644'INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT IS 223 FEET.
 FE2644'
 FE2644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2644'HIGHWAYS 54 AND 59, GO NORTHEAST ON U.S. HIGHWAY 51 FOR 1.6 MILES TO
 FE2644'THE STATION ABOUT 100 YARDS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1738 ***********************************************************************
 FE1738  DESIGNATION -  COVINGTON RM 1
 FE1738  PID         -  FE1738
 FE1738  STATE/COUNTY-  TN/TIPTON
 FE1738  USGS QUAD   -  COVINGTON (1983)
 FE1738
 FE1738                         *CURRENT SURVEY CONTROL
 FE1738  ___________________________________________________________________
 FE1738* NAD 83(1986)-  35 33 26.     (N)    089 39 00.     (W)     SCALED    
 FE1738* NAVD 88     -       108.602  (meters)     356.31   (feet)  ADJUSTED  
 FE1738  ___________________________________________________________________
 FE1738  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1738  DYNAMIC HT  -         108.510 (meters)     356.00  (feet)  COMP
 FE1738  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1738
 FE1738  VERT ORDER  -  FIRST     CLASS I
 FE1738
 FE1738.The horizontal coordinates were scaled from a topographic map and have
 FE1738.an estimated accuracy of +/- 6 seconds.
 FE1738
 FE1738.The orthometric height was determined by differential leveling
 FE1738.and adjusted by the National Geodetic Survey in June 1991..
 FE1738
 FE1738.The geoid height was determined by GEOID03.
 FE1738
 FE1738.The dynamic height is computed by dividing the NAVD 88
 FE1738.geopotential number by the normal gravity value computed on the
 FE1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1738.degrees latitude (g = 980.6199 gals.).
 FE1738
 FE1738.The modeled gravity was interpolated from observed gravity values.
 FE1738
 FE1738;                    North         East    Units  Estimated Accuracy
 FE1738;SPC TN       -   141,960.      269,160.      MT  (+/- 180 meters Scaled)
 FE1738
 FE1738                          SUPERSEDED SURVEY CONTROL
 FE1738
 FE1738  NGVD 29 (??/??/??)  108.572  (m)          356.21   (f) ADJUSTED    1 1
 FE1738
 FE1738.Superseded values are not recommended for survey control.
 FE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1738.See file dsdata.txt to determine how the superseded data were derived.
 FE1738
 FE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598380(NAD 83)
 FE1738_MARKER: DR = REFERENCE MARK DISK
 FE1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1738_STAMPING: COVINGTON NO 1 1958
 FE1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1738+STABILITY: SURFACE MOTION
 FE1738
 FE1738  HISTORY     - Date     Condition        Report By
 FE1738  HISTORY     - 1958     MONUMENTED       CGS
 FE1738  HISTORY     - 1974     GOOD             NGS
 FE1738  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1738
 FE1738                          STATION DESCRIPTION
 FE1738
 FE1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1738'AT COVINGTON.
 FE1738'AT COVINGTON, 0.35 MILE SOUTH ALONG MAIN STREET FROM THE POST
 FE1738'OFFICE, THENCE 0.2 MILE WEST ALONG SHERROD AVENUE, ABOUT 1 BLOCK
 FE1738'WEST OF SOUTH COLLEGE STREET, 65.5 FEET SOUTH-SOUTHEAST OF THE
 FE1738'CENTER LINE OF SHERROD AVENUE, 1 FOOT SOUTHWEST OF THE NORTHWEST
 FE1738'CORNER OF THE MOST WESTERLY SCHOOL BUILDING OF THE BYERS HALL
 FE1738'HIGH SCHOOL, 79.3 FEET NORTHEAST OF COVINGTON 1958 TRIANGULATION
 FE1738'STATION, 5 FEET ABOVE SHERROD AVENUE AND IN THE TOP OF A CONCRETE
 FE1738'POST 1-INCH BELOW LEVEL OF THE GROUND.
 FE1738
 FE1738                          STATION RECOVERY (2002)
 FE1738
 FE1738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1738'DESCRIPTION FOR COVINGTON PID FE1738 REPORTS RM1 DESTROYED IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1456 ***********************************************************************
 FE1456  DESIGNATION -  COVINGTON RM 1
 FE1456  PID         -  FE1456
 FE1456  STATE/COUNTY-  TN/SHELBY
 FE1456  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1456
 FE1456                         *CURRENT SURVEY CONTROL
 FE1456  ___________________________________________________________________
 FE1456* NAD 83(1986)-  35 09 55.     (N)    089 54 28.     (W)     SCALED    
 FE1456* NAVD 88     -        77.128  (meters)     253.04   (feet)  ADJUSTED  
 FE1456  ___________________________________________________________________
 FE1456  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1456  DYNAMIC HT  -          77.058 (meters)     252.81  (feet)  COMP
 FE1456  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1456
 FE1456  VERT ORDER  -  SECOND    CLASS 0
 FE1456
 FE1456.The horizontal coordinates were scaled from a topographic map and have
 FE1456.an estimated accuracy of +/- 6 seconds.
 FE1456
 FE1456.The orthometric height was determined by differential leveling
 FE1456.and adjusted by the National Geodetic Survey in June 1991..
 FE1456
 FE1456.The geoid height was determined by GEOID03.
 FE1456
 FE1456.The dynamic height is computed by dividing the NAVD 88
 FE1456.geopotential number by the normal gravity value computed on the
 FE1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1456.degrees latitude (g = 980.6199 gals.).
 FE1456
 FE1456.The modeled gravity was interpolated from observed gravity values.
 FE1456
 FE1456;                    North         East    Units  Estimated Accuracy
 FE1456;SPC TN       -    99,410.      244,070.      MT  (+/- 180 meters Scaled)
 FE1456
 FE1456                          SUPERSEDED SURVEY CONTROL
 FE1456
 FE1456  NGVD 29 (??/??/??)   77.112  (m)          252.99   (f) ADJUSTED    2 0
 FE1456
 FE1456.Superseded values are not recommended for survey control.
 FE1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1456.See file dsdata.txt to determine how the superseded data were derived.
 FE1456
 FE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351952(NAD 83)
 FE1456_MARKER: DR = REFERENCE MARK DISK
 FE1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1456_STAMPING: COVINGTON NO 1 1959
 FE1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1456+STABILITY: SURFACE MOTION
 FE1456
 FE1456  HISTORY     - Date     Condition        Report By
 FE1456  HISTORY     - 1959     MONUMENTED       CGS
 FE1456  HISTORY     - 1959     GOOD             CGS
 FE1456
 FE1456                          STATION DESCRIPTION
 FE1456
 FE1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1456'IN MEMPHIS.
 FE1456'THE MARK IS LOCATED AT THE COVINGTON STATION SITE.  IT IS 35.40
 FE1456'FEET NORTH-NORTHEAST OF THE STATION MARK AND 16 FEET WEST OF THE
 FE1456'EDGE OF A CULTIVATED FIELD.  THE MARK IS A STANDARD REFERENCE
 FE1456'DISK CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH
 FE1456'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1455 ***********************************************************************
 FE1455  DESIGNATION -  COVINGTON RM 2
 FE1455  PID         -  FE1455
 FE1455  STATE/COUNTY-  TN/SHELBY
 FE1455  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1455
 FE1455                         *CURRENT SURVEY CONTROL
 FE1455  ___________________________________________________________________
 FE1455* NAD 83(1986)-  35 09 55.     (N)    089 54 28.     (W)     SCALED    
 FE1455* NAVD 88     -        77.001  (meters)     252.63   (feet)  ADJUSTED  
 FE1455  ___________________________________________________________________
 FE1455  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1455  DYNAMIC HT  -          76.931 (meters)     252.40  (feet)  COMP
 FE1455  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1455
 FE1455  VERT ORDER  -  SECOND    CLASS 0
 FE1455
 FE1455.The horizontal coordinates were scaled from a topographic map and have
 FE1455.an estimated accuracy of +/- 6 seconds.
 FE1455
 FE1455.The orthometric height was determined by differential leveling
 FE1455.and adjusted by the National Geodetic Survey in June 1991..
 FE1455
 FE1455.The geoid height was determined by GEOID03.
 FE1455
 FE1455.The dynamic height is computed by dividing the NAVD 88
 FE1455.geopotential number by the normal gravity value computed on the
 FE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1455.degrees latitude (g = 980.6199 gals.).
 FE1455
 FE1455.The modeled gravity was interpolated from observed gravity values.
 FE1455
 FE1455;                    North         East    Units  Estimated Accuracy
 FE1455;SPC TN       -    99,410.      244,070.      MT  (+/- 180 meters Scaled)
 FE1455
 FE1455                          SUPERSEDED SURVEY CONTROL
 FE1455
 FE1455  NGVD 29 (??/??/??)   76.984  (m)          252.57   (f) ADJUSTED    2 0
 FE1455
 FE1455.Superseded values are not recommended for survey control.
 FE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1455.See file dsdata.txt to determine how the superseded data were derived.
 FE1455
 FE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351952(NAD 83)
 FE1455_MARKER: DR = REFERENCE MARK DISK
 FE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1455_STAMPING: COVINGTON NO 2 1959
 FE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1455+STABILITY: SURFACE MOTION
 FE1455
 FE1455  HISTORY     - Date     Condition        Report By
 FE1455  HISTORY     - 1959     MONUMENTED       CGS
 FE1455  HISTORY     - 1959     GOOD             CGS
 FE1455
 FE1455                          STATION DESCRIPTION
 FE1455
 FE1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1455'IN MEMPHIS.
 FE1455'THE MARK IS LOCATED AT THE COVINGTON STATION SITE.  IT IS 50 FEET
 FE1455'WEST OF THE EDGE OF A CULTIVATED FIELD AND 34.32 FEET NORTHWEST
 FE1455'OF THE STATION MARK.  THE MARK IS A STANDARD REFERENCE DISK
 FE1455'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 FE1455'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1134 ***********************************************************************
 FD1134  DESIGNATION -  COW
 FD1134  PID         -  FD1134
 FD1134  STATE/COUNTY-  TN/HUMPHREYS
 FD1134  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1134
 FD1134                         *CURRENT SURVEY CONTROL
 FD1134  ___________________________________________________________________
 FD1134* NAD 83(1995)-  35 52 43.49037(N)    087 48 05.63673(W)     ADJUSTED  
 FD1134* NAVD 88     -       145.803  (meters)     478.36   (feet)  ADJUSTED  
 FD1134  ___________________________________________________________________
 FD1134  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FD1134  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1134  DYNAMIC HT  -         145.678 (meters)     477.95  (feet)  COMP
 FD1134  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1134
 FD1134  HORZ ORDER  -  SECOND
 FD1134  VERT ORDER  -  SECOND    CLASS 0
 FD1134
 FD1134.The horizontal coordinates were established by classical geodetic methods
 FD1134.and adjusted by the National Geodetic Survey in April 1999..
 FD1134
 FD1134.The orthometric height was determined by differential leveling
 FD1134.and adjusted by the National Geodetic Survey in June 1991..
 FD1134
 FD1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1134
 FD1134.The geoid height was determined by GEOID03.
 FD1134
 FD1134.The dynamic height is computed by dividing the NAVD 88
 FD1134.geopotential number by the normal gravity value computed on the
 FD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1134.degrees latitude (g = 980.6199 gals.).
 FD1134
 FD1134.The modeled gravity was interpolated from observed gravity values.
 FD1134
 FD1134;                    North         East     Units Scale Factor Converg.
 FD1134;SPC TN       -   172,959.409   437,333.428   MT  0.99994870   -1 03 16.9
 FD1134;SPC TN       -   567,450.99  1,434,818.09   sFT  0.99994870   -1 03 16.9
 FD1134;UTM  16      - 3,970,796.528   427,645.611   MT  0.99966451   -0 28 11.3
 FD1134
 FD1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1134!SPC TN       -   0.99998158  x   0.99994870  =   0.99993028
 FD1134!UTM  16      -   0.99998158  x   0.99966451  =   0.99964609
 FD1134
 FD1134|---------------------------------------------------------------------|
 FD1134| PID    Reference Object                     Distance      Geod. Az  |
 FD1134|                                                           dddmmss.s |
 FD1134| FD1135 COW RM 1                             19.346 METERS 04323     |
 FD1134| FD1133 COW RM 2                             20.166 METERS 26808     |
 FD1134| FD1132 COW AZ MK                                          3511332.4 |
 FD1134|---------------------------------------------------------------------|
 FD1134
 FD1134                          SUPERSEDED SURVEY CONTROL
 FD1134
 FD1134  NAD 83(1995)-  35 52 43.49173(N)    087 48 05.64142(W) AD(       ) 2
 FD1134  NAD 83(1986)-  35 52 43.50063(N)    087 48 05.63753(W) AD(       ) 2
 FD1134  NAD 27      -  35 52 43.27190(N)    087 48 05.54920(W) AD(       ) 2
 FD1134  NGVD 29 (??/??/92)  145.839  (m)          478.47   (f) ADJ UNCH    2 0
 FD1134
 FD1134.Superseded values are not recommended for survey control.
 FD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1134.See file dsdata.txt to determine how the superseded data were derived.
 FD1134
 FD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2764670797(NAD 83)
 FD1134_MARKER: DE = TRAVERSE STATION DISK
 FD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1134_STAMPING: COW 1959
 FD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1134+STABILITY: SURFACE MOTION
 FD1134
 FD1134  HISTORY     - Date     Condition        Report By
 FD1134  HISTORY     - 1959     MONUMENTED       CGS
 FD1134  HISTORY     - 1967     MARK NOT FOUND   CGS
 FD1134  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1134  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1134  HISTORY     - 1975     MARK NOT FOUND   NGS
 FD1134
 FD1134                          STATION DESCRIPTION
 FD1134
 FD1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1134'THE STATION IS LOCATED ON A LOW WOODED KNOLL ON THE EAST SIDE OF
 FD1134'STATE HIGHWAY NO 13, ABOUT
 FD1134'14.0 MILES NORTH OF WAVERLY, ABOUT 7.0 MILES EAST OF THE
 FD1134'TENNESSEE RIVER AND ON MR.
 FD1134'GEORGE DUNCAN PROPERTY.
 FD1134'
 FD1134'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1134'STATE HIGHWAY NO 13 FOR
 FD1134'15.2 MILES TO AN ESSO SERVICE STATION ON THE LEFT, CONTINUE
 FD1134'SOUTH ON STATE HIGHWAY NO 13
 FD1134'FOR 0.2 MILE TO A DIM TRACK ROAD ON THE
 FD1134'LEFT, TURN LEFT AND GO EASTERLY FOR 150 FEET TO
 FD1134'THE STATION ON THE RIGHT.
 FD1134'
 FD1134'STATION MARK IS 150 FEET EAST OF THE CENTER OF STATE HIGHWAY NO 13,
 FD1134'33 FEET EAST OF A
 FD1134'TRIANGLE BLAZED OAK TREE, 26 FEET SOUTH OF THE CENTER OF
 FD1134'THE DIM TRACK ROAD AND 4
 FD1134'FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 FD1134'STANDARD TRAVERSE DISK SET IN THE TOP OF A
 FD1134'CONCRETE POST, SET FLUSH
 FD1134'WITH THE SURFACE OF THE GROUND AND IS STAMPED COW 1959.
 FD1134'
 FD1134'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 FD1134'INCHES BELOW THE SURFACE OF
 FD1134'THE GROUND AND IS STAMPED COW 1959.
 FD1134'
 FD1134'REFERENCE MARK NO 1 IS 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 FD1134'THE MARK PROJECTS 2 INCHES
 FD1134'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COW NO 1 1959.
 FD1134'
 FD1134'REFERENCE MARK NO 2 IS 6 FEET NORTHWEST OF THE CENTER OF THE TRACK
 FD1134'ROAD AND 3 FEET SOUTHEAST
 FD1134'OF A 14-INCH OAK TREE.  THE MARK PROJECTS 4 INCHES
 FD1134'ABOVE THE SURFACE OF THE GROUND
 FD1134'AND IS STAMPED COW NO 2 1959.
 FD1134'
 FD1134'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 6
 FD1134'INCHES SOUTHEAST OF A
 FD1134'WITNESS SIGN AND SET IN AN EAST-WEST FENCE LINE.  THE
 FD1134'MARK PROJECTS 5 INCHES ABOVE THE
 FD1134'SURFACE OF THE GROUND AND IS STAMPED COW 1959.
 FD1134'
 FD1134'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FD1134'NO 13 FOR 0.25 MILE TO A
 FD1134'PAVED ROAD ON THE LEFT, TURN LEFT AND GO WEST FOR 0.15
 FD1134'MILE TO THE MARK ON THE RIGHT.
 FD1134'
 FD1134'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FD1134
 FD1134                          STATION RECOVERY (1967)
 FD1134
 FD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1134'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT
 FD1134'COULD NOT BE FOUND.
 FD1134'
 FD1134'DUE TO CONSTRUCTION ALONG INTERSTATE ROUTE 40 IT IS ASSUMED THAT THE
 FD1134'COMPLETE STATION
 FD1134'WAS DESTROYED DURING THE BUILDING OF THE RAMPS AND
 FD1134'ACCESS ROADS FOR THE BUFFALO INTERCHANGE.
 FD1134'
 FD1134'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  SINCE
 FD1134'THIS MARK IS A
 FD1134'BENCE MARK, IT WAS IN NO WAY DISTURBED.
 FD1134
 FD1134                          STATION RECOVERY (1967)
 FD1134
 FD1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FD1134'0.8 MI SE FROM BUFFALO.
 FD1134'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1134'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1134'GO EAST FOR 0.4 MILE, THENCE 0.45 MILE SOUTH ON STATE HIGHWAY 13
 FD1134'TO A DIM TRACK ROAD, THENCE ABOUT 150 FT. EAST ON THE TRACK
 FD1134'ROAD, 150 FT. EAST OF STATE HIGHWAY 13, 33 FT. EAST OF A TRIANGLE
 FD1134'BLAZED TREE, 26 FT. SOUTH OF THE CENTER OF THE DIM TRACK ROAD,
 FD1134'4 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 FD1134'POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
 FD1134
 FD1134                          STATION RECOVERY (1973)
 FD1134
 FD1134'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1134'COW NOT FOUND.
 FD1134'
 FD1134'NOTE--UNABLE TO LOCATE REF. MARKS.
 FD1134'
 FD1134'DISTANCE AND DIRECTION FROM NEAREST TOWN 14.0 MI. NORTH OF
 FD1134'WAVERLY.
 FD1134'
 FD1134'COW AZI. RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1134'
 FD1134'ADD TO DESCRIPTION.
 FD1134'STATION IS 0.18 MI. WEST OF HIGHWAY 13 AND NEW
 FD1134'BUFFALO AND 0.25 MI. EAST OF OLD BUFFALO POST OFFICE AND 32.0, FT.
 FD1134'NORTH OF CENTERLINE AND BLACKTOP ROAD.  140.0 FT. NORTH OF WHITE
 FD1134'STONE HOUSE, 1.0 FT. NORTH OF FENCELINE AND 4.0 FT HIGHER THAN ROAD.
 FD1134'
 FD1134'USC AND GS POST AND SIGN.
 FD1134'
 FD1134'DISTANCE AND DIRECTION FROM NEAREST TOWN 15.2 MI. SOUTH OF
 FD1134'WAVERLY.
 FD1134
 FD1134                          STATION RECOVERY (1975)
 FD1134
 FD1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1134'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION AND
 FD1134'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE
 FD1134'BEEN DESTROYED BY CONSTRUCTION OF INTERSTATE HIGHWAY 40.  AZIMUTH
 FD1134'MARK WAS LEFT INTACT SINCE IT IS A BENCH MARK.
 FD1134'
 FD1134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 FD1134'SOUTH OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1132 ***********************************************************************
 FD1132  DESIGNATION -  COW AZ MK
 FD1132  PID         -  FD1132
 FD1132  STATE/COUNTY-  TN/HUMPHREYS
 FD1132  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1132
 FD1132                         *CURRENT SURVEY CONTROL
 FD1132  ___________________________________________________________________
 FD1132* NAD 83(1986)-  35 53 04.     (N)    087 48 11.     (W)     SCALED    
 FD1132* NAVD 88     -       143.952  (meters)     472.28   (feet)  ADJUSTED  
 FD1132  ___________________________________________________________________
 FD1132  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1132  DYNAMIC HT  -         143.828 (meters)     471.88  (feet)  COMP
 FD1132  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1132
 FD1132  VERT ORDER  -  SECOND    CLASS 0
 FD1132
 FD1132.The horizontal coordinates were scaled from a topographic map and have
 FD1132.an estimated accuracy of +/- 6 seconds.
 FD1132
 FD1132.The orthometric height was determined by differential leveling
 FD1132.and adjusted by the National Geodetic Survey in June 1991..
 FD1132
 FD1132.The geoid height was determined by GEOID03.
 FD1132
 FD1132.The dynamic height is computed by dividing the NAVD 88
 FD1132.geopotential number by the normal gravity value computed on the
 FD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1132.degrees latitude (g = 980.6199 gals.).
 FD1132
 FD1132.The modeled gravity was interpolated from observed gravity values.
 FD1132
 FD1132;                    North         East    Units  Estimated Accuracy
 FD1132;SPC TN       -   173,590.      437,210.      MT  (+/- 180 meters Scaled)
 FD1132
 FD1132                          SUPERSEDED SURVEY CONTROL
 FD1132
 FD1132  NGVD 29 (??/??/92)  143.988  (m)          472.40   (f) ADJ UNCH    2 0
 FD1132
 FD1132.Superseded values are not recommended for survey control.
 FD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1132.See file dsdata.txt to determine how the superseded data were derived.
 FD1132
 FD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE275714(NAD 83)
 FD1132_MARKER: DZ = AZIMUTH MARK DISK
 FD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1132_STAMPING: COW 1959
 FD1132_MARK LOGO: CGS   
 FD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1132+STABILITY: SURFACE MOTION
 FD1132
 FD1132  HISTORY     - Date     Condition        Report By
 FD1132  HISTORY     - 1959     MONUMENTED       CGS
 FD1132  HISTORY     - 1967     GOOD             NGS
 FD1132
 FD1132                          STATION DESCRIPTION
 FD1132
 FD1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1132'0.2 MI E FROM BUFFALO.
 FD1132'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT
 FD1132'9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON
 FD1132'STATE ROUTE 13 FOR 0.2 MILE TO AN OILED ROAD LEFT AND THE
 FD1132'BUFFALO METHODIST CHURCH IN THE SOUTHWEST ANGLE.  HERE TURN
 FD1132'LEFT AND GO WEST ON THE OILED ROAD FOR 0.2 MILE TO A LARGE
 FD1132'STONE HOUSE ON THE LEFT AND THE MARK ON THE RIGHT AT TOP OF
 FD1132'BANK AS DESCRIBED.  IT IS 28 FEET NORTH OF THE APPROXIMATE
 FD1132'CENTER OF THE OILED ROAD, 0.7 OF A FOOT SOUTHEAST OF A METAL
 FD1132'WITNESS POST AND SIGN, 0.5 OF A FOOT NORTH OF A FENCE, AND ABOUT
 FD1132'4 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK
 FD1132'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1132'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COW 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1135 ***********************************************************************
 FD1135  DESIGNATION -  COW RM 1
 FD1135  PID         -  FD1135
 FD1135  STATE/COUNTY-  TN/HUMPHREYS
 FD1135  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1135
 FD1135                         *CURRENT SURVEY CONTROL
 FD1135  ___________________________________________________________________
 FD1135* NAD 83(1986)-  35 52 43.     (N)    087 48 05.     (W)     SCALED    
 FD1135* NAVD 88     -       146.076  (meters)     479.25   (feet)  ADJUSTED  
 FD1135  ___________________________________________________________________
 FD1135  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1135  DYNAMIC HT  -         145.950 (meters)     478.84  (feet)  COMP
 FD1135  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1135
 FD1135  VERT ORDER  -  SECOND    CLASS 0
 FD1135
 FD1135.The horizontal coordinates were scaled from a topographic map and have
 FD1135.an estimated accuracy of +/- 6 seconds.
 FD1135
 FD1135.The orthometric height was determined by differential leveling
 FD1135.and adjusted by the National Geodetic Survey in June 1991..
 FD1135
 FD1135.The geoid height was determined by GEOID03.
 FD1135
 FD1135.The dynamic height is computed by dividing the NAVD 88
 FD1135.geopotential number by the normal gravity value computed on the
 FD1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1135.degrees latitude (g = 980.6199 gals.).
 FD1135
 FD1135.The modeled gravity was interpolated from observed gravity values.
 FD1135
 FD1135;                    North         East    Units  Estimated Accuracy
 FD1135;SPC TN       -   172,940.      437,350.      MT  (+/- 180 meters Scaled)
 FD1135
 FD1135                          SUPERSEDED SURVEY CONTROL
 FD1135
 FD1135  NGVD 29 (??/??/92)  146.111  (m)          479.37   (f) ADJ UNCH    2 0
 FD1135
 FD1135.Superseded values are not recommended for survey control.
 FD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1135.See file dsdata.txt to determine how the superseded data were derived.
 FD1135
 FD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE276707(NAD 83)
 FD1135_MARKER: DR = REFERENCE MARK DISK
 FD1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1135_STAMPING: COW NO 1 1959
 FD1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1135+STABILITY: SURFACE MOTION
 FD1135
 FD1135  HISTORY     - Date     Condition        Report By
 FD1135  HISTORY     - 1959     MONUMENTED       CGS
 FD1135  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1135
 FD1135                          STATION DESCRIPTION
 FD1135
 FD1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1135'0.8 MI SE FROM BUFFALO.
 FD1135'THIS MARK IS LOCATED AT THE COW 1959 STATION SITE, 63.5 FT.
 FD1135'NORTH-NORTHEAST OF THE STATION MARK, 15 FT. NORTH OF THE CENTER
 FD1135'OF A TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1135'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1133 ***********************************************************************
 FD1133  DESIGNATION -  COW RM 2
 FD1133  PID         -  FD1133
 FD1133  STATE/COUNTY-  TN/HUMPHREYS
 FD1133  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1133
 FD1133                         *CURRENT SURVEY CONTROL
 FD1133  ___________________________________________________________________
 FD1133* NAD 83(1986)-  35 52 43.     (N)    087 48 05.     (W)     SCALED    
 FD1133* NAVD 88     -       144.767  (meters)     474.96   (feet)  ADJUSTED  
 FD1133  ___________________________________________________________________
 FD1133  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1133  DYNAMIC HT  -         144.643 (meters)     474.55  (feet)  COMP
 FD1133  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1133
 FD1133  VERT ORDER  -  SECOND    CLASS 0
 FD1133
 FD1133.The horizontal coordinates were scaled from a topographic map and have
 FD1133.an estimated accuracy of +/- 6 seconds.
 FD1133
 FD1133.The orthometric height was determined by differential leveling
 FD1133.and adjusted by the National Geodetic Survey in June 1991..
 FD1133
 FD1133.The geoid height was determined by GEOID03.
 FD1133
 FD1133.The dynamic height is computed by dividing the NAVD 88
 FD1133.geopotential number by the normal gravity value computed on the
 FD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1133.degrees latitude (g = 980.6199 gals.).
 FD1133
 FD1133.The modeled gravity was interpolated from observed gravity values.
 FD1133
 FD1133;                    North         East    Units  Estimated Accuracy
 FD1133;SPC TN       -   172,940.      437,350.      MT  (+/- 180 meters Scaled)
 FD1133
 FD1133                          SUPERSEDED SURVEY CONTROL
 FD1133
 FD1133  NGVD 29 (??/??/92)  144.803  (m)          475.07   (f) ADJ UNCH    2 0
 FD1133
 FD1133.Superseded values are not recommended for survey control.
 FD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1133.See file dsdata.txt to determine how the superseded data were derived.
 FD1133
 FD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE276707(NAD 83)
 FD1133_MARKER: DR = REFERENCE MARK DISK
 FD1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1133_STAMPING: COW NO 2 1959
 FD1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1133+STABILITY: SURFACE MOTION
 FD1133
 FD1133  HISTORY     - Date     Condition        Report By
 FD1133  HISTORY     - 1959     MONUMENTED       CGS
 FD1133  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1133
 FD1133                          STATION DESCRIPTION
 FD1133
 FD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1133'0.8 MI SE FROM BUFFALO.
 FD1133'THIS MARK IS LOCATED AT THE COW 1959 STATION SITE, 66.2 FT.
 FD1133'WEST OF THE STATION MARK, 6 FT. NORTHWEST OF THE CENTER OF THE
 FD1133'TRACK ROAD, 3 FT. SOUTHEAST OF A 14-INCH OAK TREE, A DISK SET
 FD1133'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0333 ***********************************************************************
 GA0333  DESIGNATION -  COX
 GA0333  PID         -  GA0333
 GA0333  STATE/COUNTY-  TN/SULLIVAN
 GA0333  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0333
 GA0333                         *CURRENT SURVEY CONTROL
 GA0333  ___________________________________________________________________
 GA0333* NAD 83(1995)-  36 32 25.16003(N)    082 22 17.22628(W)     ADJUSTED  
 GA0333* NAVD 88     -       588.524  (meters)    1930.85   (feet)  ADJUSTED  
 GA0333  ___________________________________________________________________
 GA0333  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GA0333  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0333  DYNAMIC HT  -         587.985 (meters)    1929.08  (feet)  COMP
 GA0333  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0333
 GA0333  HORZ ORDER  -  SECOND
 GA0333  VERT ORDER  -  SECOND    CLASS 0
 GA0333
 GA0333.The horizontal coordinates were established by classical geodetic methods
 GA0333.and adjusted by the National Geodetic Survey in April 1999..
 GA0333
 GA0333.The orthometric height was determined by differential leveling
 GA0333.and adjusted by the National Geodetic Survey in June 1991..
 GA0333
 GA0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0333
 GA0333.The geoid height was determined by GEOID03.
 GA0333
 GA0333.The dynamic height is computed by dividing the NAVD 88
 GA0333.geopotential number by the normal gravity value computed on the
 GA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0333.degrees latitude (g = 980.6199 gals.).
 GA0333
 GA0333.The modeled gravity was interpolated from observed gravity values.
 GA0333
 GA0333;                    North         East     Units Scale Factor Converg.
 GA0333;SPC TN       -   250,893.393   924,850.445   MT  1.00002427   +2 07 27.5
 GA0333;SPC TN       -   823,139.41  3,034,280.17   sFT  1.00002427   +2 07 27.5
 GA0333;UTM  17      - 4,044,755.649   377,239.545   MT  0.99978567   -0 48 59.9
 GA0333
 GA0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0333!SPC TN       -   0.99991257  x   1.00002427  =   0.99993683
 GA0333!UTM  17      -   0.99991257  x   0.99978567  =   0.99969825
 GA0333
 GA0333|---------------------------------------------------------------------|
 GA0333| PID    Reference Object                     Distance      Geod. Az  |
 GA0333|                                                           dddmmss.s |
 GA0333| GA0334 COX RM 1                              4.938 METERS 07930     |
 GA0333| GA0331 COX AZ MK                                          2332905.6 |
 GA0333| GA0332 COX RM 2                              4.960 METERS 25231     |
 GA0333|---------------------------------------------------------------------|
 GA0333
 GA0333                          SUPERSEDED SURVEY CONTROL
 GA0333
 GA0333  NAD 83(1995)-  36 32 25.16328(N)    082 22 17.22716(W) AD(       ) 2
 GA0333  NAD 83(1995)-  36 32 25.17244(N)    082 22 17.24310(W) AD(       ) 2
 GA0333  NAD 83(1995)-  36 32 25.16886(N)    082 22 17.23054(W) AD(       ) 2
 GA0333  NAD 83(1986)-  36 32 25.17075(N)    082 22 17.23260(W) AD(       ) 2
 GA0333  NAD 27      -  36 32 24.79396(N)    082 22 17.72734(W) AD(       ) 2
 GA0333  NGVD 29 (??/??/92)  588.667  (m)         1931.32   (f) ADJ UNCH    2 0
 GA0333
 GA0333.Superseded values are not recommended for survey control.
 GA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0333.See file dsdata.txt to determine how the superseded data were derived.
 GA0333
 GA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7724044756(NAD 83)
 GA0333_MARKER: DE = TRAVERSE STATION DISK
 GA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0333_STAMPING: COX 1961
 GA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0333+STABILITY: SURFACE MOTION
 GA0333
 GA0333  HISTORY     - Date     Condition        Report By
 GA0333  HISTORY     - 1961     MONUMENTED       CGS
 GA0333  HISTORY     - 1961     GOOD             CGS
 GA0333
 GA0333                          STATION DESCRIPTION
 GA0333
 GA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0333'THE STATION IS LOCATED NEAR THE SUMMIT OF A RATHER PROMINENT, WOODED
 GA0333'HILL, ABOUT 11 MILES
 GA0333'EAST OF KINGSPORT AND 4 MILES WEST OF BLOUNTVILLE.
 GA0333'
 GA0333'TO REACH THE STATION FROM THE HOLT BROTHERS GROCERY AND SERVICE
 GA0333'STATION, IN THE
 GA0333'COMMUNITY OF INDIAN SPRINGS, (ABOUT 6-1/2 MILES EAST ON THE OLD
 GA0333'BLOUNTVILLE HIGHWAY
 GA0333'FROM THE TRAFFIC CIRCLE AT THE SOUTHEAST CORNER
 GA0333'OF KINGSPORT) GO EASTERLY ON THE OLD
 GA0333'BLOUNTVILLE HIGHWAY FOR 2.45
 GA0333'MILES TO A GULF SERVICE STATION ON THE LEFT, CONTINUE
 GA0333'EAST ABOUT 0.1
 GA0333'MILE TO OVERHILL DRIVE ON THE LEFT.  HERE TURN LEFT, NORTH, ON
 GA0333'OVERHILL DRIVE AND
 GA0333'GO 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT,
 GA0333'EASTERLY, ON A GRAVELED ROAD FOR 0.45
 GA0333'MILE TO A FENCE CORNER ON THE
 GA0333'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 GA0333'EASTERLY FOR 0.1
 GA0333'MILE TO A WIRE GATE ON THE LEFT, TURN LEFT, PASSING THROUGH THIS
 GA0333'WIRE GATE AND GO
 GA0333'NORTHEAST ACROSS OPEN PASTURE FOR ABOUT 0.25 MILE TO A
 GA0333'WIRE GATE IN A FENCE CORNER.
 GA0333'THE STATION IS ON THE NORTH SIDE OF THE
 GA0333'FENCE ABOUT 100 FEET EAST OF THIS GATE.
 GA0333'
 GA0333'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED COX 1961, SET IN A
 GA0333'FLUSH CONCRETE
 GA0333'MONUMENT.  IT IS 99 FEET EAST OF A T-FENCE CORNER, 33 FEET
 GA0333'SOUTHEAST OF A 14-INCH
 GA0333'SWEET GUM TREE, 30 FEET WEST OF A 20-INCH
 GA0333'CHESTNUT OAK TREE, AND 4.3 FEET NORTHEAST
 GA0333'OF A WITNESS POST, AND 2
 GA0333'FEET NORTH OF A WOVEN WIRE FENCE.
 GA0333'
 GA0333'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED COX NO 1 1961, SET
 GA0333'IN A CONCRETE MONUMENT
 GA0333'THAT PROJECTS 1 INCH.  IT IS 20 FEET EAST OF A
 GA0333'WITNESS POST, 15 FEET SOUTHWEST OF A
 GA0333'20-INCH CHESTNUT OAK TREE AND
 GA0333'1.3 FEET NORTH OF A WOVEN WIRE FENCE.
 GA0333'
 GA0333'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED COX NO 2 1961, SET
 GA0333'IN A FLUSH CONCRETE
 GA0333'MONUMENT.  IT IS 83 FEET EAST OF A T-FENCE CORNER, 12.4 FEET
 GA0333'WEST OF A WITNESS POST AND
 GA0333'1.5 FEET NORTH OF A WOVEN WIRE FENCE.
 GA0333'
 GA0333'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COX 1961, SET IN A
 GA0333'CONCRETE MONUMENT
 GA0333'THAT PROJECTS 6 INCHES.  IT IS 40 FEET NORTH OF A POWER LINE
 GA0333'TRANSFORMER POLE, 20 FEET
 GA0333'NORTH OF THE CENTER OF A GRAVELED ROAD, 11
 GA0333'FEET EAST OF A FENCE CORNER POST AT THE
 GA0333'SOUTHWEST CORNER OF A
 GA0333'PASTURE, AND 2.3 FEET EAST OF A WITNESS POST, AND 0.5 OF A
 GA0333'FOOT.
 GA0333
 GA0333                          STATION RECOVERY (1961)
 GA0333
 GA0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0333'5 MI W FROM BLOUNTVILLE.
 GA0333'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.75 MILES WEST ON U.S.
 GA0333'HIGHWAY 11W TO A Y JUNCTION JUST AFTER PASSING A CEMETARY ON
 GA0333'THE RIGHT, THEN GO 0.45 MILE NORTH ON A GRAVELED ROAD TO A
 GA0333'T JUNCTION, THEN 0.55 MILE EAST ON A GRAVELED ROAD TO A WIRE
 GA0333'GATE ON THE LEFT, THEN LEFT, PASSING THROUGH THIS WIRE GATE
 GA0333'AND GO NORTHEAST ACROSS OPEN PASTURE FOR ABOUT 0.25 MILE TO A
 GA0333'WIRE GATE IN A FENCE CORNER.  THE STATION MARK IS ON THE NORTH
 GA0333'SIDE OF THE FENCE ABOUT 100 FT. EAST OF THIS GATE, 99 FT. EAST
 GA0333'OF A T FENCE CORNER, 33 FT. SOUTHEAST OF A 14-INCH SWEET GUM
 GA0333'TREE, 30 FT. WEST OF A 20-INCH CHESTNUT OAK TREE, AND 4.3 FT.
 GA0333'NORTHEAST OF A WITNESS SIGN, AND 2 FT. NORTH OF A WOVEN WIRE
 GA0333'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GA0333'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1501 ***********************************************************************
 FD1501  DESIGNATION -  COX
 FD1501  PID         -  FD1501
 FD1501  STATE/COUNTY-  TN/WILLIAMSON
 FD1501  USGS QUAD   -  FAIRVIEW (1951)
 FD1501
 FD1501                         *CURRENT SURVEY CONTROL
 FD1501  ___________________________________________________________________
 FD1501* NAD 83(1995)-  35 56 54.79847(N)    087 01 47.42313(W)     ADJUSTED  
 FD1501* NAVD 88     -       290.0    (meters)     951.     (feet)  VERTCON   
 FD1501  ___________________________________________________________________
 FD1501  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FD1501  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1501
 FD1501  HORZ ORDER  -  FIRST
 FD1501
 FD1501.The horizontal coordinates were established by classical geodetic methods
 FD1501.and adjusted by the National Geodetic Survey in April 1999..
 FD1501
 FD1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1501
 FD1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1501
 FD1501.The geoid height was determined by GEOID03.
 FD1501
 FD1501;                    North         East     Units Scale Factor Converg.
 FD1501;SPC TN       -   179,696.303   507,091.904   MT  0.99995039   -0 36 10.5
 FD1501;SPC TN       -   589,553.62  1,663,684.02   sFT  0.99995039   -0 36 10.5
 FD1501;UTM  16      - 3,978,242.901   497,308.868   MT  0.99960009   -0 01 03.1
 FD1501
 FD1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1501!SPC TN       -   0.99995899  x   0.99995039  =   0.99990938
 FD1501!UTM  16      -   0.99995899  x   0.99960009  =   0.99955909
 FD1501
 FD1501:                Primary Azimuth Mark                     Grid Az
 FD1501:SPC TN       -  NASHVILLE TV STA WSM NEW MAST            035 16 18.3
 FD1501:UTM  16      -  NASHVILLE TV STA WSM NEW MAST            034 41 10.9
 FD1501
 FD1501|---------------------------------------------------------------------|
 FD1501| PID    Reference Object                     Distance      Geod. Az  |
 FD1501|                                                           dddmmss.s |
 FD1501| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.26.0 KM 0344007.8 |
 FD1501| GC2294 AIRWAY BEACON 63                    APPROX.19.1 KM 0491322.1 |
 FD1501| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX.21.1 KM 0583544.5 |
 FD1501| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.22.2 KM 0753623.3 |
 FD1501| CG5170 COX AZ MK                                          0842314.2 |
 FD1501| FD1506 COX RM A                             26.630 METERS 13453     |
 FD1501| CG5171 COX RM 1                             35.262 METERS 14637     |
 FD1501| FD1504 HAMILTON RM 6                       APPROX.11.0 KM 2294303.3 |
 FD1501| CG5172 COX RM 2                             37.509 METERS 23933     |
 FD1501| CG5173 COX RM 3                             37.487 METERS 23933     |
 FD1501| FD1503 HOLLAND RIM 30 LOT                  APPROX. 9.5 KM 2404411.3 |
 FD1501| FD1505 FAIRVIEW MUN TANK                   APPROX. 9.3 KM 2963005.4 |
 FD1501| GC2535 AIRWAY BEACON 62                    APPROX. 6.9 KM 3481925.3 |
 FD1501|---------------------------------------------------------------------|
 FD1501
 FD1501                          SUPERSEDED SURVEY CONTROL
 FD1501
 FD1501  NAD 83(1995)-  35 56 54.80051(N)    087 01 47.42576(W) AD(       ) 1
 FD1501  NAD 83(1986)-  35 56 54.80940(N)    087 01 47.42628(W) AD(       ) 1
 FD1501  NAD 27      -  35 56 54.57900(N)    087 01 47.41000(W) AD(       ) 1
 FD1501  NGVD 29 (07/19/86)  290.0    (m)          951.     (f) VERT ANG       
 FD1501
 FD1501.Superseded values are not recommended for survey control.
 FD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1501.See file dsdata.txt to determine how the superseded data were derived.
 FD1501
 FD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9730978243(NAD 83)
 FD1501_MARKER: DS = TRIANGULATION STATION DISK
 FD1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1501
 FD1501  HISTORY     - Date     Condition        Report By
 FD1501  HISTORY     - 1934     MONUMENTED       CGS
 FD1501  HISTORY     - 1953     GOOD             CGS
 FD1501  HISTORY     - 1962     GOOD             CGS
 FD1501  HISTORY     - 1963     GOOD             TNHD
 FD1501  HISTORY     - 1970     GOOD             NGS
 FD1501
 FD1501                          STATION DESCRIPTION
 FD1501
 FD1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1501'ABOUT 20 MILES SOUTHWEST OF NASHVILLE, 9 MILES AIRLINE WEST BY NORTH
 FD1501'OF FRANKLIN, 3
 FD1501'MILES AIRLINE EAST OF FERNVALE, ON HIGH POINT OF LONG
 FD1501'CROOKED RIDGE, AND ON LAND OWNED
 FD1501'BY B E COX AND OCCUPIED BY J A
 FD1501'REDFORD.  TO REACH FROM LARGE CONCRETE BRIDGE AT
 FD1501'NORTH END OF LINTON,
 FD1501'GO SOUTH ABOUT 100 YARDS TO MACADAM ROAD, TURN LEFT, GO 1.25 MILES
 FD1501'ON MAIN-TRAVELED
 FD1501'ROAD TO GRAVEL ROAD ON LEFT ALONG WEST BANK OF EAST
 FD1501'FORK, TURN LEFT, FOLLOW ROAD UP
 FD1501'STREAM 3.9 MILES TO ROAD TO RIGHT
 FD1501'LEADING UP SMALL BRANCH TO SMALL HOUSE TURN RIGHT
 FD1501'ONTO THIS ROAD,
 FD1501'FOLLOW 0.25 MILE TO REDFORDS HOUSE, PASS BETWEEN HOUSE AND BARN,
 FD1501'FOLLOW OLD WOODS
 FD1501'ROAD TO TOP OF HILL, TURN LEFT AND GO 0.25 MILE TO
 FD1501'STATION SITE ON HIGHEST POINT OF
 FD1501'RIDGE.  STATION IS 44 FEET SOUTH OF
 FD1501'24-INCH OAK TREE ALONG TRAIL, 36 FEET WEST OF
 FD1501'30-INCH TRIANGLE-BLAZED
 FD1501'OAK TREE, AND 18 FEET SOUTHEAST OF TRAIL ALONG TOP OF RIDGE.
 FD1501'SURFACE AND
 FD1501'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1501'SURFACE
 FD1501'MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE
 FD1501'AND AZIMUTH MARKS ARE STANDARD
 FD1501'REFERENCE DISKS IN CONCRETE.
 FD1501'REFERENCE MARKS PROJECT 6 INCHES ABOVE GROUND.
 FD1501'NO 1 IS ON SOUTHEAST
 FD1501'SLOPE OF RIDGE, 94 FEET SOUTH-SOUTHEAST OF BLAZED OAK TREE, AND
 FD1501'115.96 (SLOPE
 FD1501'DISTANCE) FEET FROM STATION.
 FD1501'NO 2 IS ON SOUTHWEST SLOPE OF
 FD1501'RIDGE, BESIDE TRAIL ALONG TOP OF RIDGE,
 FD1501'10 FEET WEST OF 10-INCH BLAZED HICKORY TREE, AND
 FD1501'123.06 FEET FROM
 FD1501'STATION.  AZIMUTH MARK, PROJECTING 3
 FD1501'INCHES ABOVE
 FD1501'GROUND, IS IN FENCE LINE AT EDGE OF CULTIVATED FIELD, BESIDE
 FD1501'ROAD LEADING TO REDFORDS
 FD1501'HOUSE, 30 FEET EAST OF TWIN TREES AT CORNER
 FD1501'OF FIELD, AND ABOUT 0.6 MILE FROM STATION.
 FD1501
 FD1501                          STATION RECOVERY (1953)
 FD1501
 FD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1501'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK NO 1,
 FD1501'AND THE AZIMUTH MARK WERE
 FD1501'FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 HAD
 FD1501'BEEN DESTROYED.  THE DISTANCE TO
 FD1501'REFERENCE MARK NO 1 DID NOT CHECK.
 FD1501'THE DIRECTIONS TO REFERENCE MARK NO 1 AND THE
 FD1501'AZIMUTH MARK DID NOT
 FD1501'CHECK.  REFERENCE MARK NO 3 WAS ESTABLISHED BY THIS PARTY.  IT
 FD1501'IS SET IN A
 FD1501'DRILLHOLE IN THE OLD REFERENCE MARK NO 2 MARK AND IS 58 FEET
 FD1501'SOUTHWEST OF A FENCE.
 FD1501'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FD1501'IS STAMPED COX NO 3 1953.
 FD1501'
 FD1501'THE STATION IS NOW ON THE PROPERTY OF R L PARNELL.  THE OLD
 FD1501'DESCRIPTION TO REACH
 FD1501'THE STATION IS ADEQUATE.
 FD1501'
 FD1501'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK-
 FD1501'
 FD1501'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1501
 FD1501                          STATION RECOVERY (1962)
 FD1501
 FD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1501'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1953
 FD1501'RECOVERY NOTE AND FOUND IN
 FD1501'GOOD CONDITION.  HOWEVER, THE TO REACH IS NOW COMPLETELY
 FD1501'INADEQUATE.  FOLLOWING IS A NEW
 FD1501'AND COMPLETE DESCRIPTION.
 FD1501'
 FD1501'THE STATION IS ON THE HIGH POINT OF REDFORD RIDGE, ABOUT 20 MILES
 FD1501'SOUTHWEST OF NASHVILLE, 9
 FD1501'MILES WEST OF FRANKLIN, 3 MILES EAST OF FERNVALE, 2
 FD1501'MILES NORTH OF KINGFIELD, AND
 FD1501'ON THE PROPERTY OF HAROLD FREMAN.
 FD1501'
 FD1501'TO REACH FROM THE JUNCTION OF U S HIGHWAY 31 AND STATE ROUTE 96, ONE
 FD1501'BLOCK SOUTH OF THE POST
 FD1501'OFFICE IN FRANKLIN, GO SOUTHWEST AND WEST ON STATE
 FD1501'ROUTE 96 FOR 8.4 MILES TO THE SMALL
 FD1501'COMMUNITY OF HILLSBORO, CONTINUE
 FD1501'NORTHWESTERLY TOWARD KINGFIELD ON STATE ROUTE 96 FOR
 FD1501'3.1 MILES TO A
 FD1501'GRAVELED ROAD ON THE RIGHT JUST AFTER PASSING ON OILED T ROAD ON THE
 FD1501'LEFT.  HERE TURN
 FD1501'SHARP RIGHT ON THIS GRAVELED ROAD AND GO
 FD1501'EAST-NORTHEASTERLY FOR 0.3 MILE TO
 FD1501'A POINT WHERE THE GRAVELED ROAD
 FD1501'BEARS SHARP RIGHT AND A GRADED FARM ROAD CONTINUES
 FD1501'STRAIGHT AHEAD
 FD1501'THROUGH A CATTLE GUARD.  PASS THROUGH THIS CATTLE GUARD FOLLOW FARM
 FD1501'ROAD PASSING JUST
 FD1501'TO THE RIGHT OF A BARN AND GO 0.3 MILE TO A SECOND
 FD1501'CATTLE GUARD, PASS THROUGH THIS
 FD1501'CATTLE GUARD AND CONTINUE NORTHERLY
 FD1501'FOR 0.15 MILE TO A POLE GATE AT OLD LOG BARN ON
 FD1501'THE LEFT, PASS
 FD1501'THROUGH THIS POLE GATE AND FOLLOW WOODS ROAD NORTHERLY FOR 0.15
 FD1501'MILE TO A FORK,
 FD1501'KEEP RIGHT FORK AND FOLLOW THIS WINDING WOODS ROAD
 FD1501'NORTHEASTERLY AND NORTH FOR
 FD1501'1.15 MILES TO A FORK AT THE SUMMIT OF A
 FD1501'SHARP RISE, HERE KEEP RIGHT FORK AND CONTINUE
 FD1501'NORTHWESTERLY ON WOODS
 FD1501'ROAD FOR 0.35 MILE TO TOP OF GRADE, A 16-INCH, TRIANGLE BLAZED
 FD1501'HICKORY TREE
 FD1501'ON THE LEFT, AND THE STATION ON THE RIGHT TO THE
 FD1501'NORTHEAST ACROSS A WOVEN WIRE
 FD1501'FENCE.
 FD1501'
 FD1501'THE STATION IS 50 FEET EAST OF A WOVEN WIRE FENCE, 23 FEET SOUTHWEST
 FD1501'OF A 14-INCH, TRIANGLE
 FD1501'BLAZED HICKORY TREE, 22 FEET WEST OF A 10-INCH,
 FD1501'TRIANGLE BLAZED OAK TREE, 20 FEET
 FD1501'NORTHWEST OF A 6-INCH, TRIANGLE
 FD1501'BLAZED OAK TREE, AND 6.6 FEET NORTH OF A WHITE,
 FD1501'WOODEN WITNESS POST.
 FD1501'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FD1501'MONUMENT THAT
 FD1501'PROJECTS 4 INCHES AND THE DISK IS STAMPED COX 1934.
 FD1501'
 FD1501'REFERENCE MARK NO 1 IS ON THE SOUTHEAST SLOPE OF THE RIDGE ABOUT 6
 FD1501'FEET BELOW THE ELEVATION
 FD1501'OF THE STATION AND 3 FEET EAST OF A 6-INCH, TRIANGLE
 FD1501'BLAZED SASSAFRAS TREE.  IT IS A
 FD1501'STANDARD DISK SET IN THE TOP OF A
 FD1501'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6
 FD1501'INCHES AND THE DISK
 FD1501'IS STAMPED COX NO 1 1934.
 FD1501'
 FD1501'REFERENCE MARK NO 3 IS ACROSS THE WOVEN WIRE FENCE FROM THE STATION
 FD1501'AND ON THE SOUTHWEST SLOPE
 FD1501'OF THE RIDGE ON THE PROPERTY OF MR NOBLE KING.  IT IS
 FD1501'57 FEET SOUTHWEST OF THE WOVEN
 FD1501'WIRE FENCE AT A POINT IN LINE WITH THE
 FD1501'STATION, 39 FEET EAST OF A 16-INCH, TRIANGLE
 FD1501'BLAZED HICKORY TREE, 20
 FD1501'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND
 FD1501'19 FEET SOUTH
 FD1501'OF A 12-INCH, TRIANGLE BLAZED OAK TREE.  IT IS A STANDARD
 FD1501'DISK CEMENTED IN A DRILL HOLE
 FD1501'IN THE TOP OF A 10-INCH, ROUND,
 FD1501'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FD1501'DISK IS STAMPED COX
 FD1501'NO 3 1934.
 FD1501'
 FD1501'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST OF THE STATION AND ABOUT 0.1
 FD1501'MILE EAST OF MR. HAROLD
 FD1501'FREMANS HOUSE.  IT IS 35 FEET SOUTHWEST OF A
 FD1501'TWIN-TRUNKED TREE, 9 FEET
 FD1501'NORTHWEST OF THE APPROXIMATE CENTER OF A
 FD1501'LANE LEADING INTO THE FREMAN FARM AND 1 FOOT
 FD1501'EAST OF A RAIL FENCE.
 FD1501'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD1501'10-INCH,
 FD1501'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FD1501'COX AZEMUTH 1934.
 FD1501'
 FD1501'TO REACH THE AZIMUTH FROM THE STATION, PACK DOWN SHARP SLOPE TO THE
 FD1501'EAST TO THE FREMAN HOME,
 FD1501'THENCE EASTERLY ON THE FARM LANE FOR 0.1 MILE TO THE
 FD1501'MARK ON THE LEFT, JUST BEFORE
 FD1501'COMING TO A FORD ACROSS SMALL BRANCH.
 FD1501'THIS IS A DIFFICULT PACK.
 FD1501'
 FD1501'TO REACH THE AZIMUTH MARK BY TRUCK FROM THE POINT ON STATE ROUTE 96
 FD1501'WHERE YOU START INTO THE
 FD1501'STATION, CONTINUE NORTHWESTERLY ON STATE ROUTE 96 FOR
 FD1501'ABOUT 12.5 MILES TO THE JUNCTION
 FD1501'OF STATE ROUTE 100, HERE TURN RIGHT
 FD1501'ON STATE ROUTE 100 AND GO NORTHEASTERLY ABOUT 5
 FD1501'MILES TO THE SMALL
 FD1501'COMMUNITY OF LINTON.  HERE TURN RIGHT AND GO SOUTHERLY ON OLD
 FD1501'HARDING PIKE FOR
 FD1501'1.25 MILES TO BIG EAST FORK ROAD ON THE LEFT JUST AFTER
 FD1501'CROSSING A SMALL BRIDGE,
 FD1501'TURN LEFT ON BIG EAST FORK ROAD AND CONTINUE
 FD1501'GENERALLY SOUTH FOR 0.85 MILE TO THE END OF
 FD1501'THE PAVED ROAD AT THE
 FD1501'DAVIDSON-WILLIAMSON COUNTY LINE.  HERE CONTINUE SOUTHERLY ON A
 FD1501'GRAVELED
 FD1501'ROAD FOR 3.05 MILES TO A WOODEN GATE ON THE RIGHT AND A
 FD1501'LARGE, BLACK, MAILBOX BELLE
 FD1501'MOOR FARMS FREMANS-PROCTORS.  HERE TURN
 FD1501'RIGHT THROUGH THIS GATE AND GO EAST ON FARM
 FD1501'LANE ALONG SOUTH SIDE OF
 FD1501'A SMALL BRANCH FOR 0.15 MILE TO A FORD AND THE MARK ON THE
 FD1501'RIGHT JUST AFTER
 FD1501'CROSSING THE BRANCH.  THE HIGH POINT OF THE RIDGE ON WHICH THE
 FD1501'STATION IS LOCATED IS
 FD1501'EASILY VISIBLE FROM THIS POINT.
 FD1501
 FD1501                          STATION RECOVERY (1963)
 FD1501
 FD1501'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FD1501'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 FD1501'1953 AND THE 1953
 FD1501'DESCRIPTION IS COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN
 FD1501'AND CHECKED.  ALL
 FD1501'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1501
 FD1501                          STATION RECOVERY (1970)
 FD1501
 FD1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1501'THE STATION MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED AS
 FD1501'DESCRIBED IN 1952 IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 FD1501'DESTROYED.  THERE WAS NO SUITABLE PLACE TO SET A NEW AZIMUTH
 FD1501'MARK.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 COMPARED
 FD1501'FAVORABLY TO THAT OF 1952.  THE DISTANCE TO REFERENCE MARK 1 WAS
 FD1501'DIFFERENT AND WAS CHECKED AND VERIFIED.  THE DIRECTION COMPARED
 FD1501'FAVORABLY.  A MEASUREMENT BETWEEN THE REFERENCE MARKS WAS NOT
 FD1501'MADE DUE TO TREES AND TERRAIN.
 FD1501'
 FD1501'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1501'
 FD1501'THE FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 FD1501'
 FD1501'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF NASHVILLE,
 FD1501'9 MILES WEST-NORTHWEST OF FRANKLIN, 4 MILES NORTHWEST OF
 FD1501'HILLSBORO, ON A HIGH POINT OF A LONG CROOKED RIDGE AND ON
 FD1501'PROPERTY OWNED BY MR. BOUDLOAUX OF 215 NEPTUNE DRIVE,
 FD1501'HENDERSONVILLE, TENNESSEE.
 FD1501'
 FD1501'TO REACH THE STATION FROM HILLSBORO GO NORTH ON STATE
 FD1501'HIGHWAY 96 FOR 3.05 MILES TO A GRAVELED SIDE ROAD ON THE
 FD1501'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO A Y-FORK.
 FD1501'TAKE LEFT FORK FOR ABOUT 100 FEET TO A METAL GATE.  PASS THROUGH
 FD1501'THE GATE AND FOLLOW A TRACK ROAD NORTH FOR 0.7 MILE TO AN
 FD1501'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND FOLLOW WOODS ROAD
 FD1501'NORTHERLY FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 FD1501'NORTHERLY FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 FD1501'NORTHEAST FOR 0.35 MILE TO A Y-FORK.  TAKE THE RIGHT FORK
 FD1501'AND GO NORTHEAST FOR ABOUT 50 YARDS TO THE STATION.
 FD1501'
 FD1501'THE STATION MARK IS A STANDARD DISK STAMPED COX 1934, SET IN
 FD1501'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FD1501'WHICH PROJECTS 2 INCHES.  IT IS 24.8 FEET SOUTH OF A 14-INCH
 FD1501'TRIANGULAR BLAZED HICKORY TREE, 22 FEET SOUTH-SOUTHWEST OF A
 FD1501'14-INCH TRIANGULAR BLAZED OAK TREE AND 4.8 FEET EAST OF A METAL
 FD1501'WITNESS POST WITH SIGN ATTACHED.
 FD1501'
 FD1501'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COX NO 1 1934,
 FD1501'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FD1501'WHICH PROJECTS 8 INCHES.  IT IS 36 FEET SOUTHWEST OF A METAL
 FD1501'WITNESS POST WITH SIGN ATTACHED.  IT IS 5 FEET LOWER IN
 FD1501'ELEVATION THAN THE STATION MARK.
 FD1501'
 FD1501'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COX NO 3 1934,
 FD1501'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 FD1501'3 INCHES.  IT IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD,
 FD1501'7 FEET SOUTH OF A TRACK ROAD LEADING TO THE STATION, 2.5
 FD1501'FEET NORTH OF A 6-INCH OAK TREE AND 1.5 FEET NORTHWEST OF A
 FD1501'METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 2 FEET LOWER
 FD1501'THAN THE STATION.
 FD1501'
 FD1501'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 FD1501'
 FD1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FD1501'4 MILES NORTHWEST OF HILLSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0331 ***********************************************************************
 GA0331  DESIGNATION -  COX AZ MK
 GA0331  PID         -  GA0331
 GA0331  STATE/COUNTY-  TN/SULLIVAN
 GA0331  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0331
 GA0331                         *CURRENT SURVEY CONTROL
 GA0331  ___________________________________________________________________
 GA0331* NAD 83(1986)-  36 32 14.     (N)    082 22 35.     (W)     SCALED    
 GA0331* NAVD 88     -       544.769  (meters)    1787.30   (feet)  ADJUSTED  
 GA0331  ___________________________________________________________________
 GA0331  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0331  DYNAMIC HT  -         544.269 (meters)    1785.66  (feet)  COMP
 GA0331  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 GA0331
 GA0331  VERT ORDER  -  SECOND    CLASS 0
 GA0331
 GA0331.The horizontal coordinates were scaled from a topographic map and have
 GA0331.an estimated accuracy of +/- 6 seconds.
 GA0331
 GA0331.The orthometric height was determined by differential leveling
 GA0331.and adjusted by the National Geodetic Survey in June 1991..
 GA0331
 GA0331.The geoid height was determined by GEOID03.
 GA0331
 GA0331.The dynamic height is computed by dividing the NAVD 88
 GA0331.geopotential number by the normal gravity value computed on the
 GA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0331.degrees latitude (g = 980.6199 gals.).
 GA0331
 GA0331.The modeled gravity was interpolated from observed gravity values.
 GA0331
 GA0331;                    North         East    Units  Estimated Accuracy
 GA0331;SPC TN       -   250,530.      924,420.      MT  (+/- 180 meters Scaled)
 GA0331
 GA0331                          SUPERSEDED SURVEY CONTROL
 GA0331
 GA0331  NGVD 29 (??/??/92)  544.910  (m)         1787.76   (f) ADJ UNCH    2 0
 GA0331
 GA0331.Superseded values are not recommended for survey control.
 GA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0331.See file dsdata.txt to determine how the superseded data were derived.
 GA0331
 GA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA767444(NAD 83)
 GA0331_MARKER: DZ = AZIMUTH MARK DISK
 GA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0331_STAMPING: COX 1961
 GA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0331+STABILITY: SURFACE MOTION
 GA0331
 GA0331  HISTORY     - Date     Condition        Report By
 GA0331  HISTORY     - 1961     MONUMENTED       CGS
 GA0331
 GA0331                          STATION DESCRIPTION
 GA0331
 GA0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0331'4.6 MI W FROM BLOUNTVILLE.
 GA0331'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.75 MILES WEST ON
 GA0331'U.S. HIGHWAY 11W TO A Y JUNCTION JUST AFTER PASSING A CEMETARY
 GA0331'ON THE RIGHT, THEN GO 0.45 MILE NORTH ON A GRAVELED ROAD TO
 GA0331'A T JUNCTION, THEN 0.45 MILE EAST ON THE GRAVELED ROAD TO A
 GA0331'FENCE CORNER ON THE LEFT.  THE AZIMUTH MARK IS 40 FT. NORTH
 GA0331'OF A POWER LINE POLE WITH TRANSFORMER, 20 FT. NORTH OF THE
 GA0331'CENTER OF A GRAVELED ROAD, 11 FT. EAST OF A FENCE CORNER POST
 GA0331'AT THE SOUTHWEST CORNER OF A PASTURE, AND 2.3 FT. EAST OF A
 GA0331'WITNESS SIGN, AND 0.5 FT. SOUTH OF A WIRE FENCE.  THE DISK IS
 GA0331'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT
 GA0331'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0334 ***********************************************************************
 GA0334  DESIGNATION -  COX RM 1
 GA0334  PID         -  GA0334
 GA0334  STATE/COUNTY-  TN/SULLIVAN
 GA0334  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0334
 GA0334                         *CURRENT SURVEY CONTROL
 GA0334  ___________________________________________________________________
 GA0334* NAD 83(1986)-  36 32 24.     (N)    082 22 17.     (W)     SCALED    
 GA0334* NAVD 88     -       588.521  (meters)    1930.84   (feet)  ADJUSTED  
 GA0334  ___________________________________________________________________
 GA0334  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0334  DYNAMIC HT  -         587.981 (meters)    1929.07  (feet)  COMP
 GA0334  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0334
 GA0334  VERT ORDER  -  SECOND    CLASS 0
 GA0334
 GA0334.The horizontal coordinates were scaled from a topographic map and have
 GA0334.an estimated accuracy of +/- 6 seconds.
 GA0334
 GA0334.The orthometric height was determined by differential leveling
 GA0334.and adjusted by the National Geodetic Survey in June 1991..
 GA0334
 GA0334.The geoid height was determined by GEOID03.
 GA0334
 GA0334.The dynamic height is computed by dividing the NAVD 88
 GA0334.geopotential number by the normal gravity value computed on the
 GA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0334.degrees latitude (g = 980.6199 gals.).
 GA0334
 GA0334.The modeled gravity was interpolated from observed gravity values.
 GA0334
 GA0334;                    North         East    Units  Estimated Accuracy
 GA0334;SPC TN       -   250,860.      924,860.      MT  (+/- 180 meters Scaled)
 GA0334
 GA0334                          SUPERSEDED SURVEY CONTROL
 GA0334
 GA0334  NGVD 29 (??/??/92)  588.663  (m)         1931.31   (f) ADJ UNCH    2 0
 GA0334
 GA0334.Superseded values are not recommended for survey control.
 GA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0334.See file dsdata.txt to determine how the superseded data were derived.
 GA0334
 GA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA772447(NAD 83)
 GA0334_MARKER: DR = REFERENCE MARK DISK
 GA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0334_STAMPING: COX NO 1 1961
 GA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0334+STABILITY: SURFACE MOTION
 GA0334
 GA0334  HISTORY     - Date     Condition        Report By
 GA0334  HISTORY     - 1961     MONUMENTED       CGS
 GA0334
 GA0334                          STATION DESCRIPTION
 GA0334
 GA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0334'5 MI NW FROM BLOUNTVILLE.
 GA0334'THIS MARK IS LOCATED AT THE COX 1961 STATION SITE, 16.2 FT.
 GA0334'EAST OF THE STATION MARK, 20 FT. EAST OF A WITNESS SIGN, 15 FT.
 GA0334'SOUTHWEST OF A 20-INCH CHESTNUT OAK TREE, AND 1.3 FT. NORTH
 GA0334'OF A WOVEN WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA0334'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0332 ***********************************************************************
 GA0332  DESIGNATION -  COX RM 2
 GA0332  PID         -  GA0332
 GA0332  STATE/COUNTY-  TN/SULLIVAN
 GA0332  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0332
 GA0332                         *CURRENT SURVEY CONTROL
 GA0332  ___________________________________________________________________
 GA0332* NAD 83(1986)-  36 32 24.     (N)    082 22 17.     (W)     SCALED    
 GA0332* NAVD 88     -       588.379  (meters)    1930.37   (feet)  ADJUSTED  
 GA0332  ___________________________________________________________________
 GA0332  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0332  DYNAMIC HT  -         587.839 (meters)    1928.60  (feet)  COMP
 GA0332  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0332
 GA0332  VERT ORDER  -  SECOND    CLASS 0
 GA0332
 GA0332.The horizontal coordinates were scaled from a topographic map and have
 GA0332.an estimated accuracy of +/- 6 seconds.
 GA0332
 GA0332.The orthometric height was determined by differential leveling
 GA0332.and adjusted by the National Geodetic Survey in June 1991..
 GA0332
 GA0332.The geoid height was determined by GEOID03.
 GA0332
 GA0332.The dynamic height is computed by dividing the NAVD 88
 GA0332.geopotential number by the normal gravity value computed on the
 GA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0332.degrees latitude (g = 980.6199 gals.).
 GA0332
 GA0332.The modeled gravity was interpolated from observed gravity values.
 GA0332
 GA0332;                    North         East    Units  Estimated Accuracy
 GA0332;SPC TN       -   250,860.      924,860.      MT  (+/- 180 meters Scaled)
 GA0332
 GA0332                          SUPERSEDED SURVEY CONTROL
 GA0332
 GA0332  NGVD 29 (??/??/92)  588.521  (m)         1930.84   (f) ADJ UNCH    2 0
 GA0332
 GA0332.Superseded values are not recommended for survey control.
 GA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0332.See file dsdata.txt to determine how the superseded data were derived.
 GA0332
 GA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA772447(NAD 83)
 GA0332_MARKER: DR = REFERENCE MARK DISK
 GA0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0332_STAMPING: COX NO 2 1961
 GA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0332+STABILITY: SURFACE MOTION
 GA0332
 GA0332  HISTORY     - Date     Condition        Report By
 GA0332  HISTORY     - 1961     MONUMENTED       CGS
 GA0332
 GA0332                          STATION DESCRIPTION
 GA0332
 GA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0332'5 MI W FROM BLOUNTVILLE.
 GA0332'THIS MARK IS LOCATED AT THE COX 1961 STATION SITE, 16.3 FT.
 GA0332'WEST OF THE STATION MARK, 83 FT. EAST OF A T FENCE CORNER, 12.4
 GA0332'FT. WEST OF A WITNESS SIGN, AND 1.5 FT. NORTH OF A WOVEN WIRE
 GA0332'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0332'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1506 ***********************************************************************
 FD1506  DESIGNATION -  COX RM A
 FD1506  PID         -  FD1506
 FD1506  STATE/COUNTY-  TN/WILLIAMSON
 FD1506  USGS QUAD   -  FAIRVIEW (1951)
 FD1506
 FD1506                         *CURRENT SURVEY CONTROL
 FD1506  ___________________________________________________________________
 FD1506* NAD 83(1995)-  35 56 54.18873(N)    087 01 46.67029(W)     ADJUSTED  
 FD1506* NAVD 88     -       287.8    (meters)     944.     (feet)  VERTCON   
 FD1506  ___________________________________________________________________
 FD1506  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FD1506  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1506
 FD1506  HORZ ORDER  -  FIRST
 FD1506
 FD1506.The horizontal coordinates were established by classical geodetic methods
 FD1506.and adjusted by the National Geodetic Survey in April 1999..
 FD1506
 FD1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1506
 FD1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1506
 FD1506.The geoid height was determined by GEOID03.
 FD1506
 FD1506;                    North         East     Units Scale Factor Converg.
 FD1506;SPC TN       -   179,677.313   507,110.572   MT  0.99995038   -0 36 10.0
 FD1506;SPC TN       -   589,491.32  1,663,745.27   sFT  0.99995038   -0 36 10.0
 FD1506;UTM  16      - 3,978,224.110   497,327.722   MT  0.99960009   -0 01 02.6
 FD1506
 FD1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1506!SPC TN       -   0.99995933  x   0.99995038  =   0.99990972
 FD1506!UTM  16      -   0.99995933  x   0.99960009  =   0.99955944
 FD1506
 FD1506:                Primary Azimuth Mark                     Grid Az
 FD1506:SPC TN       -  GOURLEY                                  007 03 26.2
 FD1506:UTM  16      -  GOURLEY                                  006 28 18.8
 FD1506
 FD1506|---------------------------------------------------------------------|
 FD1506| PID    Reference Object                     Distance      Geod. Az  |
 FD1506|                                                           dddmmss.s |
 FD1506| GC1318 GOURLEY                             APPROX.18.3 KM 0062716.2 |
 FD1506| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.26.0 KM 0343640.2 |
 FD1506| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX.21.1 KM 0583131.6 |
 FD1506| FD1503 HOLLAND RIM 30 LOT                  APPROX. 9.5 KM 2405327.6 |
 FD1506| FD1505 FAIRVIEW MUN TANK                   APPROX. 9.3 KM 2963312.3 |
 FD1506| FD1501 COX                                  26.630 METERS 31453     |
 FD1506|---------------------------------------------------------------------|
 FD1506
 FD1506                          SUPERSEDED SURVEY CONTROL
 FD1506
 FD1506  NAD 83(1995)-  35 56 54.19078(N)    087 01 46.67292(W) AD(       ) 1
 FD1506  NAD 83(1986)-  35 56 54.19976(N)    087 01 46.67355(W) AD(       ) 1
 FD1506  NAD 27      -  35 56 53.96926(N)    087 01 46.65719(W) AD(       ) 1
 FD1506  NGVD 29 (07/19/86)  287.8    (m)          944.     (f) VERT ANG       
 FD1506
 FD1506.Superseded values are not recommended for survey control.
 FD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1506.See file dsdata.txt to determine how the superseded data were derived.
 FD1506
 FD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9732878224(NAD 83)
 FD1506_MARKER: DS = TRIANGULATION STATION DISK
 FD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1506_STAMPING: COX RM A 1970
 FD1506_MARK LOGO: CGS   
 FD1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1506+STABILITY: SURFACE MOTION
 FD1506
 FD1506  HISTORY     - Date     Condition        Report By
 FD1506  HISTORY     - 1970     MONUMENTED       CGS
 FD1506
 FD1506                          STATION DESCRIPTION
 FD1506
 FD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1506'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF NASHVILLE, 9
 FD1506'MILES WEST-NORTHWEST OF FRANKLIN, 4 MILES NORTHWEST OF HILLSBORO,
 FD1506'ON A HIGH POINT OF A LONG CROOKED RIDGE AND ON PROPERTY OWNED
 FD1506'BY MR. BOUDLOAUX OF 215 NEPTUNE DRIVE, HENDERSONVILLE,
 FD1506'TENNESSEE.
 FD1506'
 FD1506'THE STATION MARK IS A STANDARD DISK STAMPED COX RM A 1970, SET
 FD1506'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FD1506'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1506'IS 92 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 FD1506'25 FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED WALNUT TREE,
 FD1506'AND 5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 FD1506'ATTACHED.
 FD1506'
 FD1506'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COX 1934,
 FD1506'THE DIRECTION AND THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0342 ***********************************************************************
 FE0342  DESIGNATION -  COY
 FE0342  PID         -  FE0342
 FE0342  STATE/COUNTY-  TN/HARDIN
 FE0342  USGS QUAD   -  OLIVEHILL (1972)
 FE0342
 FE0342                         *CURRENT SURVEY CONTROL
 FE0342  ___________________________________________________________________
 FE0342* NAD 83(1995)-  35 15 57.65490(N)    088 03 04.51133(W)     ADJUSTED  
 FE0342* NAVD 88     -       222.004  (meters)     728.36   (feet)  ADJUSTED  
 FE0342  ___________________________________________________________________
 FE0342  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FE0342  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0342  DYNAMIC HT  -         221.797 (meters)     727.68  (feet)  COMP
 FE0342  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FE0342
 FE0342  HORZ ORDER  -  SECOND
 FE0342  VERT ORDER  -  SECOND    CLASS 0
 FE0342
 FE0342.The horizontal coordinates were established by classical geodetic methods
 FE0342.and adjusted by the National Geodetic Survey in April 1999..
 FE0342
 FE0342.The orthometric height was determined by differential leveling
 FE0342.and adjusted by the National Geodetic Survey in June 1991..
 FE0342
 FE0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0342
 FE0342.The geoid height was determined by GEOID03.
 FE0342
 FE0342.The dynamic height is computed by dividing the NAVD 88
 FE0342.geopotential number by the normal gravity value computed on the
 FE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0342.degrees latitude (g = 980.6199 gals.).
 FE0342
 FE0342.The modeled gravity was interpolated from observed gravity values.
 FE0342
 FE0342;                    North         East     Units Scale Factor Converg.
 FE0342;SPC TN       -   105,437.287   413,367.078   MT  0.99999721   -1 12 03.2
 FE0342;SPC TN       -   345,922.17  1,356,188.49   sFT  0.99999721   -1 12 03.2
 FE0342;UTM  16      - 3,903,050.298   404,381.098   MT  0.99971268   -0 36 25.2
 FE0342
 FE0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0342!SPC TN       -   0.99996951  x   0.99999721  =   0.99996672
 FE0342!UTM  16      -   0.99996951  x   0.99971268  =   0.99968220
 FE0342
 FE0342|---------------------------------------------------------------------|
 FE0342| PID    Reference Object                     Distance      Geod. Az  |
 FE0342|                                                           dddmmss.s |
 FE0342| FE0343 COY RM 1                             20.488 METERS 04336     |
 FE0342| FE0341 COY RM 2                             17.482 METERS 30039     |
 FE0342| FE0340 COY AZ MK                                          3133548.7 |
 FE0342|---------------------------------------------------------------------|
 FE0342
 FE0342                          SUPERSEDED SURVEY CONTROL
 FE0342
 FE0342  NAD 83(1995)-  35 15 57.65880(N)    088 03 04.51150(W) AD(       ) 2
 FE0342  NAD 83(1995)-  35 15 57.65897(N)    088 03 04.51158(W) AD(       ) 2
 FE0342  NAD 83(1995)-  35 15 57.66105(N)    088 03 04.51147(W) AD(       ) 2
 FE0342  NAD 83(1986)-  35 15 57.66401(N)    088 03 04.51089(W) AD(       ) 2
 FE0342  NAD 27      -  35 15 57.38380(N)    088 03 04.40580(W) AD(       ) 2
 FE0342  NGVD 29 (??/??/??)  222.005  (m)          728.36   (f) ADJUSTED    2 0
 FE0342
 FE0342.Superseded values are not recommended for survey control.
 FE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0342.See file dsdata.txt to determine how the superseded data were derived.
 FE0342
 FE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0438103050(NAD 83)
 FE0342_MARKER: DS = TRIANGULATION STATION DISK
 FE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0342_STAMPING: COY 1962
 FE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0342+STABILITY: SURFACE MOTION
 FE0342
 FE0342  HISTORY     - Date     Condition        Report By
 FE0342  HISTORY     - 1962     MONUMENTED       TNHD
 FE0342  HISTORY     - 1962     GOOD             TNHD
 FE0342
 FE0342                          STATION DESCRIPTION
 FE0342
 FE0342'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0342'THE STATION IS LOCATED ABOUT 1 MILE WEST OF OLIVE HILL.
 FE0342'
 FE0342'TO REACH THE STATION FROM THE POST OFFICE IN OLIVE HILL, GO 1.2 MILES
 FE0342'WEST ON STATE ROUTE 15 TO A GRAVEL ROAD RIGHT, TURN RIGHT, AND GO
 FE0342'0.1 MILE NORTH TO A SIDE TRACK ROAD RIGHT, TURN RIGHT, AND GO 0.1
 FE0342'MILE SOUTH TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0342'
 FE0342'THE STATION IS 34 FEET SOUTHEAST OF A UTILITY POLE, 22 FEET WEST OF A
 FE0342'10-INCH TRIANGLE BLAZED ELM TREE, 20 FEET NORTHWEST OF A
 FE0342'10-INCH TRIANGLE BLAZED PINE TREE, AND 2.6 FEET WEST OF A WITNESS
 FE0342'POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FE0342'HIGHWAY DEPARTMENT DISKS STAMPED COY 1962.  THE UNDERGROUND MARK IS
 FE0342'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET
 FE0342'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE0342'
 FE0342'REFERENCE MARK NO. 1 IS 58 FEET NORTHEAST OF A UTILITY POLE, 21 FEET
 FE0342'EAST OF A 5-INCH TRIANGLE BLAZED OAK TREE.  THE MARK IS A
 FE0342'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FE0342'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COY RM-1 1962.
 FE0342'
 FE0342'REFERENCE MARK NO. 2 IS 40 FEET WEST OF A UTILITY POLE, 26 FEET SOUTH
 FE0342'OF A 6-INCH TRIANGLE BLAZED PINE TREE, AND 24 FEET NORTH OF A 7-INCH
 FE0342'TRIANGLE BLAZED OAK TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0342'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FE0342'AND THE DISK IS STAMPED COY RM-2 1962.
 FE0342'
 FE0342'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FE0342'GRAVEL ROAD, 13 FEET NORTHEAST OF A 15-INCH TRIANGLE BLAZED
 FE0342'OAK TREE, AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 FE0342'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FE0342'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COY AZI 1962.
 FE0342'
 FE0342'TO REACH THE AZIMUTH FROM THE INTERSECTION OF STATE ROUTE 15 AND THE
 FE0342'GRAVEL ROAD, GO 0.2 MILE NORTH ON THE GRAVEL ROAD TO THE MARK ON
 FE0342'THE LEFT AS DESCRIBED.
 FE0342'
 FE0342'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 FE0342
 FE0342                          STATION RECOVERY (1962)
 FE0342
 FE0342'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0342'1.2 MI W FROM OLIVE HILL.
 FE0342'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64 FOR
 FE0342'1.2 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.1
 FE0342'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE SOUTH
 FE0342'TO THE MARK ON THE LEFT.  THE STATION IS 34 FEET SOUTHEAST OF A
 FE0342'UTILITY POLE, 22 FEET WEST OF A 10-INCH TRIANGLE BLAZED ELM TREE,
 FE0342'20 FEET NORTHWEST OF A 10-INCH TRIANGLE BLAZED PINE TREE AND
 FE0342'2.6 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0342'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0342'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0340 ***********************************************************************
 FE0340  DESIGNATION -  COY AZ MK
 FE0340  PID         -  FE0340
 FE0340  STATE/COUNTY-  TN/HARDIN
 FE0340  USGS QUAD   -  OLIVEHILL (1972)
 FE0340
 FE0340                         *CURRENT SURVEY CONTROL
 FE0340  ___________________________________________________________________
 FE0340* NAD 83(1986)-  35 16 03.     (N)    088 03 11.     (W)     SCALED    
 FE0340* NAVD 88     -       225.121  (meters)     738.58   (feet)  ADJUSTED  
 FE0340  ___________________________________________________________________
 FE0340  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0340  DYNAMIC HT  -         224.912 (meters)     737.90  (feet)  COMP
 FE0340  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE0340
 FE0340  VERT ORDER  -  SECOND    CLASS 0
 FE0340
 FE0340.The horizontal coordinates were scaled from a topographic map and have
 FE0340.an estimated accuracy of +/- 6 seconds.
 FE0340
 FE0340.The orthometric height was determined by differential leveling
 FE0340.and adjusted by the National Geodetic Survey in June 1991..
 FE0340
 FE0340.The geoid height was determined by GEOID03.
 FE0340
 FE0340.The dynamic height is computed by dividing the NAVD 88
 FE0340.geopotential number by the normal gravity value computed on the
 FE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0340.degrees latitude (g = 980.6199 gals.).
 FE0340
 FE0340.The modeled gravity was interpolated from observed gravity values.
 FE0340
 FE0340;                    North         East    Units  Estimated Accuracy
 FE0340;SPC TN       -   105,610.      413,210.      MT  (+/- 180 meters Scaled)
 FE0340
 FE0340                          SUPERSEDED SURVEY CONTROL
 FE0340
 FE0340  NGVD 29 (??/??/??)  225.122  (m)          738.59   (f) ADJUSTED    2 0
 FE0340
 FE0340.Superseded values are not recommended for survey control.
 FE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0340.See file dsdata.txt to determine how the superseded data were derived.
 FE0340
 FE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042032(NAD 83)
 FE0340_MARKER: DZ = AZIMUTH MARK DISK
 FE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0340_STAMPING: COY AZI 1962
 FE0340_MARK LOGO: TNHD  
 FE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0340+STABILITY: SURFACE MOTION
 FE0340
 FE0340  HISTORY     - Date     Condition        Report By
 FE0340  HISTORY     - 1962     MONUMENTED       TNHD
 FE0340
 FE0340                          STATION DESCRIPTION
 FE0340
 FE0340'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0340'1.2 MI W FROM OLIVE HILL.
 FE0340'FROM OLIVE HILL, GO WEST ON U.S. HIGHWAY 64 FOR 1.2 MILES TO A
 FE0340'GRAVEL ROAD RIGHT.  TURN RIGHT ON THE GRAVEL ROAD AND GO NORTH
 FE0340'FOR 0.2 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 21
 FE0340'FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, 13 FEET
 FE0340'NORTHEAST OF A 15-INCH TRIANGLE BLAZED OAK TREE AND 2.5 FEET
 FE0340'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0340'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0340'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0343 ***********************************************************************
 FE0343  DESIGNATION -  COY RM 1
 FE0343  PID         -  FE0343
 FE0343  STATE/COUNTY-  TN/HARDIN
 FE0343  USGS QUAD   -  OLIVEHILL (1972)
 FE0343
 FE0343                         *CURRENT SURVEY CONTROL
 FE0343  ___________________________________________________________________
 FE0343* NAD 83(1986)-  35 15 57.     (N)    088 03 03.     (W)     SCALED    
 FE0343* NAVD 88     -       221.425  (meters)     726.46   (feet)  ADJUSTED  
 FE0343  ___________________________________________________________________
 FE0343  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0343  DYNAMIC HT  -         221.219 (meters)     725.78  (feet)  COMP
 FE0343  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE0343
 FE0343  VERT ORDER  -  SECOND    CLASS 0
 FE0343
 FE0343.The horizontal coordinates were scaled from a topographic map and have
 FE0343.an estimated accuracy of +/- 6 seconds.
 FE0343
 FE0343.The orthometric height was determined by differential leveling
 FE0343.and adjusted by the National Geodetic Survey in June 1991..
 FE0343
 FE0343.The geoid height was determined by GEOID03.
 FE0343
 FE0343.The dynamic height is computed by dividing the NAVD 88
 FE0343.geopotential number by the normal gravity value computed on the
 FE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0343.degrees latitude (g = 980.6199 gals.).
 FE0343
 FE0343.The modeled gravity was interpolated from observed gravity values.
 FE0343
 FE0343;                    North         East    Units  Estimated Accuracy
 FE0343;SPC TN       -   105,420.      413,410.      MT  (+/- 180 meters Scaled)
 FE0343
 FE0343                          SUPERSEDED SURVEY CONTROL
 FE0343
 FE0343  NGVD 29 (??/??/??)  221.426  (m)          726.46   (f) ADJUSTED    2 0
 FE0343
 FE0343.Superseded values are not recommended for survey control.
 FE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0343.See file dsdata.txt to determine how the superseded data were derived.
 FE0343
 FE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044030(NAD 83)
 FE0343_MARKER: DR = REFERENCE MARK DISK
 FE0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0343_STAMPING: COY RM-1 1962
 FE0343_MARK LOGO: TNHD  
 FE0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0343+STABILITY: SURFACE MOTION
 FE0343
 FE0343  HISTORY     - Date     Condition        Report By
 FE0343  HISTORY     - 1962     MONUMENTED       TNHD
 FE0343
 FE0343                          STATION DESCRIPTION
 FE0343
 FE0343'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0343'1.2 MI W FROM OLIVE HILL.
 FE0343'THIS MARK IS LOCATED AT THE COY 1962 STATION SITE, 58 FEET
 FE0343'NORTHEAST OF A UTILITY POLE, 21 FEET EAST OF A 5-INCH TRIANGLE
 FE0343'BLAZED OAK TREE AND 67 FEET NORTHEAST OF THE STATION.  THE
 FE0343'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0343'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0341 ***********************************************************************
 FE0341  DESIGNATION -  COY RM 2
 FE0341  PID         -  FE0341
 FE0341  STATE/COUNTY-  TN/HARDIN
 FE0341  USGS QUAD   -  OLIVEHILL (1972)
 FE0341
 FE0341                         *CURRENT SURVEY CONTROL
 FE0341  ___________________________________________________________________
 FE0341* NAD 83(1986)-  35 15 57.     (N)    088 03 03.     (W)     SCALED    
 FE0341* NAVD 88     -       220.881  (meters)     724.67   (feet)  ADJUSTED  
 FE0341  ___________________________________________________________________
 FE0341  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0341  DYNAMIC HT  -         220.675 (meters)     724.00  (feet)  COMP
 FE0341  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE0341
 FE0341  VERT ORDER  -  SECOND    CLASS 0
 FE0341
 FE0341.The horizontal coordinates were scaled from a topographic map and have
 FE0341.an estimated accuracy of +/- 6 seconds.
 FE0341
 FE0341.The orthometric height was determined by differential leveling
 FE0341.and adjusted by the National Geodetic Survey in June 1991..
 FE0341
 FE0341.The geoid height was determined by GEOID03.
 FE0341
 FE0341.The dynamic height is computed by dividing the NAVD 88
 FE0341.geopotential number by the normal gravity value computed on the
 FE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0341.degrees latitude (g = 980.6199 gals.).
 FE0341
 FE0341.The modeled gravity was interpolated from observed gravity values.
 FE0341
 FE0341;                    North         East    Units  Estimated Accuracy
 FE0341;SPC TN       -   105,420.      413,410.      MT  (+/- 180 meters Scaled)
 FE0341
 FE0341                          SUPERSEDED SURVEY CONTROL
 FE0341
 FE0341  NGVD 29 (??/??/??)  220.882  (m)          724.68   (f) ADJUSTED    2 0
 FE0341
 FE0341.Superseded values are not recommended for survey control.
 FE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0341.See file dsdata.txt to determine how the superseded data were derived.
 FE0341
 FE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044030(NAD 83)
 FE0341_MARKER: DR = REFERENCE MARK DISK
 FE0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0341_STAMPING: COY RM-2 1962
 FE0341_MARK LOGO: TNHD  
 FE0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0341+STABILITY: SURFACE MOTION
 FE0341
 FE0341  HISTORY     - Date     Condition        Report By
 FE0341  HISTORY     - 1962     MONUMENTED       TNHD
 FE0341
 FE0341                          STATION DESCRIPTION
 FE0341
 FE0341'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0341'1.2 MI W FROM OLIVE HILL.
 FE0341'THIS MARK IS LOCATED AT THE COY 1962 STATION SITE, 40 FEET WEST
 FE0341'OF A UTILITY POLE, 26 FEET SOUTH OF A 6-INCH TRIANGLE BLAZED
 FE0341'PINE TREE, 24 FEET NORTH OF A 7-INCH TRIANGLE BLAZED OAK TREE
 FE0341'AND 57 FEET NORTHWEST OF THE STATION.  THE MARK IS STANDARD
 FE0341'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FE0341'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0725 ***********************************************************************
 GA0725  DESIGNATION -  CP 110
 GA0725  PID         -  GA0725
 GA0725  STATE/COUNTY-  TN/HAWKINS
 GA0725  USGS QUAD   -  MC CLOUD (1961)
 GA0725
 GA0725                         *CURRENT SURVEY CONTROL
 GA0725  ___________________________________________________________________
 GA0725* NAD 83(1986)-  36 22 26.     (N)    082 57 28.     (W)     SCALED    
 GA0725* NAVD 88     -       342.334  (meters)    1123.14   (feet)  ADJUSTED  
 GA0725  ___________________________________________________________________
 GA0725  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0725  DYNAMIC HT  -         342.022 (meters)    1122.12  (feet)  COMP
 GA0725  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 GA0725
 GA0725  VERT ORDER  -  FIRST     CLASS I
 GA0725
 GA0725.The horizontal coordinates were scaled from a topographic map and have
 GA0725.an estimated accuracy of +/- 6 seconds.
 GA0725
 GA0725.The orthometric height was determined by differential leveling
 GA0725.and adjusted by the National Geodetic Survey in June 1991..
 GA0725
 GA0725.The geoid height was determined by GEOID03.
 GA0725
 GA0725.The dynamic height is computed by dividing the NAVD 88
 GA0725.geopotential number by the normal gravity value computed on the
 GA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0725.degrees latitude (g = 980.6199 gals.).
 GA0725
 GA0725.The modeled gravity was interpolated from observed gravity values.
 GA0725
 GA0725;                    North         East    Units  Estimated Accuracy
 GA0725;SPC TN       -   230,640.      872,950.      MT  (+/- 180 meters Scaled)
 GA0725
 GA0725                          SUPERSEDED SURVEY CONTROL
 GA0725
 GA0725  NGVD 29 (??/??/92)  342.492  (m)         1123.66   (f) ADJ UNCH    1 1
 GA0725
 GA0725.Superseded values are not recommended for survey control.
 GA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0725.See file dsdata.txt to determine how the superseded data were derived.
 GA0725
 GA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA243271(NAD 83)
 GA0725_MARKER: DD = SURVEY DISK
 GA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0725_STAMPING: CP 110 1953
 GA0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0725+STABILITY: SURFACE MOTION
 GA0725
 GA0725  HISTORY     - Date     Condition        Report By
 GA0725  HISTORY     - 1953     MONUMENTED       TVA
 GA0725  HISTORY     - 1967     GOOD             NGS
 GA0725
 GA0725                          STATION DESCRIPTION
 GA0725
 GA0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0725'4 MI SW FROM BUREM.
 GA0725'ABOUT 4.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0725'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0725'ROAD AT BUREM, 0.15 MILE NORTHEAST OF MILEPOST 74, 67 1/2 FEET
 GA0725'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 37 1/2 FEET
 GA0725'EAST OF A POLE, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GA0725'IN THE TOP OF A CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE
 GA0725'GROUND AND IS SURROUNDED BY 3 4-INCH IRON PIPES WHICH ARE FILLED
 GA0725'WITH CONCRETE AND PROJECT ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GA0725'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0726 ***********************************************************************
 GA0726  DESIGNATION -  CP 136
 GA0726  PID         -  GA0726
 GA0726  STATE/COUNTY-  TN/HAWKINS
 GA0726  USGS QUAD   -  MC CLOUD (1961)
 GA0726
 GA0726                         *CURRENT SURVEY CONTROL
 GA0726  ___________________________________________________________________
 GA0726* NAD 83(1986)-  36 22 17.     (N)    082 57 42.     (W)     SCALED    
 GA0726* NAVD 88     -       339.596  (meters)    1114.16   (feet)  ADJUSTED  
 GA0726  ___________________________________________________________________
 GA0726  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0726  DYNAMIC HT  -         339.286 (meters)    1113.14  (feet)  COMP
 GA0726  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA0726
 GA0726  VERT ORDER  -  FIRST     CLASS I
 GA0726
 GA0726.The horizontal coordinates were scaled from a topographic map and have
 GA0726.an estimated accuracy of +/- 6 seconds.
 GA0726
 GA0726.The orthometric height was determined by differential leveling
 GA0726.and adjusted by the National Geodetic Survey in June 1991..
 GA0726
 GA0726.The geoid height was determined by GEOID03.
 GA0726
 GA0726.The dynamic height is computed by dividing the NAVD 88
 GA0726.geopotential number by the normal gravity value computed on the
 GA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0726.degrees latitude (g = 980.6199 gals.).
 GA0726
 GA0726.The modeled gravity was interpolated from observed gravity values.
 GA0726
 GA0726;                    North         East    Units  Estimated Accuracy
 GA0726;SPC TN       -   230,360.      872,610.      MT  (+/- 180 meters Scaled)
 GA0726
 GA0726                          SUPERSEDED SURVEY CONTROL
 GA0726
 GA0726  NGVD 29 (??/??/92)  339.754  (m)         1114.68   (f) ADJ UNCH    1 1
 GA0726
 GA0726.Superseded values are not recommended for survey control.
 GA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0726.See file dsdata.txt to determine how the superseded data were derived.
 GA0726
 GA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA240269(NAD 83)
 GA0726_MARKER: DD = SURVEY DISK
 GA0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0726_SP_SET: CULVERT
 GA0726_STAMPING: CP 136 1961
 GA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0726
 GA0726  HISTORY     - Date     Condition        Report By
 GA0726  HISTORY     - 1961     MONUMENTED       TVA
 GA0726  HISTORY     - 1967     GOOD             NGS
 GA0726
 GA0726                          STATION DESCRIPTION
 GA0726
 GA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0726'4.3 MI SW FROM BUREM.
 GA0726'ABOUT 4.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0726'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0726'ROAD AT BUREM, 0.1 MILE WEST OF MILEPOST 74, 25 1/2 FEET SOUTH
 GA0726'OF THE SOUTH RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF
 GA0726'THE SOUTH CONCRETE HEAD WALL OF A CULVERT UNDER THE TRACK, 72
 GA0726'FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND AN
 GA0726'ABANDONED ROAD, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0118 ***********************************************************************
 FE0118  DESIGNATION -  CP RT 18
 FE0118  PID         -  FE0118
 FE0118  STATE/COUNTY-  TN/PERRY
 FE0118  USGS QUAD   -  PERRYVILLE (1986)
 FE0118
 FE0118                         *CURRENT SURVEY CONTROL
 FE0118  ___________________________________________________________________
 FE0118* NAD 83(1986)-  35 37 00.     (N)    088 00 59.     (W)     SCALED    
 FE0118* NAVD 88     -       138.782  (meters)     455.32   (feet)  ADJUSTED  
 FE0118  ___________________________________________________________________
 FE0118  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0118  DYNAMIC HT  -         138.660 (meters)     454.92  (feet)  COMP
 FE0118  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FE0118
 FE0118  VERT ORDER  -  FIRST     CLASS II
 FE0118
 FE0118.The horizontal coordinates were scaled from a topographic map and have
 FE0118.an estimated accuracy of +/- 6 seconds.
 FE0118
 FE0118.The orthometric height was determined by differential leveling
 FE0118.and adjusted by the National Geodetic Survey in June 1991..
 FE0118
 FE0118.The geoid height was determined by GEOID03.
 FE0118
 FE0118.The dynamic height is computed by dividing the NAVD 88
 FE0118.geopotential number by the normal gravity value computed on the
 FE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0118.degrees latitude (g = 980.6199 gals.).
 FE0118
 FE0118.The modeled gravity was interpolated from observed gravity values.
 FE0118
 FE0118;                    North         East    Units  Estimated Accuracy
 FE0118;SPC TN       -   144,270.      417,340.      MT  (+/- 180 meters Scaled)
 FE0118
 FE0118                          SUPERSEDED SURVEY CONTROL
 FE0118
 FE0118  NGVD 29 (??/??/??)  138.796  (m)          455.37   (f) ADJUSTED    1 2
 FE0118
 FE0118.Superseded values are not recommended for survey control.
 FE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0118.See file dsdata.txt to determine how the superseded data were derived.
 FE0118
 FE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE079419(NAD 83)
 FE0118_MARKER: DD = SURVEY DISK
 FE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0118_STAMPING: CP RT 18 1935
 FE0118_MARK LOGO: TVA   
 FE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0118+STABILITY: SURFACE MOTION
 FE0118
 FE0118  HISTORY     - Date     Condition        Report By
 FE0118  HISTORY     - 1935     MONUMENTED       TVA
 FE0118  HISTORY     - 1947     GOOD             CGS
 FE0118
 FE0118                          STATION DESCRIPTION
 FE0118
 FE0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0118'1.6 MI W FROM POPE.
 FE0118'1.55 MILES WEST ALONG STATE HIGHWAY 20 AND 100 FROM HINSONS
 FE0118'GROCERY AT POPE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF THE BLOUNTS
 FE0118'LANDING ROAD, ABOUT 0.1 MILE EAST OF A RED LOG CABIN, 331 FEET
 FE0118'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WHITE HOUSE, 132
 FE0118'FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST GUARD RAIL
 FE0118'ALONG THE HIGHWAY, 32 FEET NORTHWEST OF A 14-INCH TRIANGULAR
 FE0118'BLAZED OAK TREE, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0118'HIGHWAY, 61 FEET SOUTHEAST OF A SIGN FRANK WEEMS FARM, 2 FEET
 FE0118'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 FE0118'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1823 ***********************************************************************
 FC1823  DESIGNATION -  CRAB
 FC1823  PID         -  FC1823
 FC1823  STATE/COUNTY-  TN/CUMBERLAND
 FC1823  USGS QUAD   -  OZONE (1989)
 FC1823
 FC1823                         *CURRENT SURVEY CONTROL
 FC1823  ___________________________________________________________________
 FC1823* NAD 83(1995)-  35 53 29.50570(N)    084 51 59.76707(W)     ADJUSTED  
 FC1823* NAVD 88     -       811.2    (meters)    2661.     (feet)  VERTCON   
 FC1823  ___________________________________________________________________
 FC1823  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 FC1823  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC1823
 FC1823  HORZ ORDER  -  SECOND
 FC1823
 FC1823.The horizontal coordinates were established by classical geodetic methods
 FC1823.and adjusted by the National Geodetic Survey in April 1999..
 FC1823
 FC1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1823
 FC1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1823
 FC1823.The geoid height was determined by GEOID03.
 FC1823
 FC1823;                    North         East     Units Scale Factor Converg.
 FC1823;SPC TN       -   173,472.861   702,323.591   MT  0.99994890   +0 39 48.7
 FC1823;SPC TN       -   569,135.54  2,304,206.65   sFT  0.99994890   +0 39 48.7
 FC1823;UTM  16      - 3,974,019.793   692,555.090   MT  1.00005689   +1 15 03.9
 FC1823
 FC1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1823!SPC TN       -   0.99987727  x   0.99994890  =   0.99982617
 FC1823!UTM  16      -   0.99987727  x   1.00005689  =   0.99993415
 FC1823
 FC1823:                Primary Azimuth Mark                     Grid Az
 FC1823:SPC TN       -  LUPER RESET                              044 24 04.7
 FC1823:UTM  16      -  LUPER RESET                              043 48 49.5
 FC1823
 FC1823|---------------------------------------------------------------------|
 FC1823| PID    Reference Object                     Distance      Geod. Az  |
 FC1823|                                                           dddmmss.s |
 FC1823| FC1824 LUPER RESET                         APPROX. 9.9 KM 0450353.4 |
 FC1823| CZ4778 CRAB RM 1                            25.372 METERS 13659     |
 FC1823| CZ4779 CRAB RM 2                            34.726 METERS 26840     |
 FC1823|---------------------------------------------------------------------|
 FC1823
 FC1823                          SUPERSEDED SURVEY CONTROL
 FC1823
 FC1823  NAD 83(1995)-  35 53 29.51056(N)    084 51 59.76757(W) AD(       ) 2
 FC1823  NAD 83(1986)-  35 53 29.51705(N)    084 51 59.76638(W) AD(       ) 2
 FC1823  NAD 27      -  35 53 29.26220(N)    084 51 59.95720(W) AD(       ) 2
 FC1823  NGVD 29 (07/19/86)  811.3    (m)         2662.     (f) VERT ANG       
 FC1823
 FC1823.Superseded values are not recommended for survey control.
 FC1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1823.See file dsdata.txt to determine how the superseded data were derived.
 FC1823
 FC1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9255574020(NAD 83)
 FC1823_MARKER: DE = TRAVERSE STATION DISK
 FC1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1823
 FC1823  HISTORY     - Date     Condition        Report By
 FC1823  HISTORY     - 1960     MONUMENTED       CGS
 FC1823
 FC1823                          STATION DESCRIPTION
 FC1823
 FC1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1823'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF CRAB ORCHARD
 FC1823'AND ON HALEY MOUNTAIN, NORTHERN END.
 FC1823'
 FC1823'TO REACH THE STATION FROM THE CROSS ROADS IN CRAB ORCHARD, GO EAST ON
 FC1823'U.S. HIGHWAY 70 FOR 2.75 MILES TO A MOUNTAIN ROAD RIGHT AFTER
 FC1823'CROSSING A CONCRETE BRIDGE, TURN RIGHT, SOUTH, FOR ABOUT 100 YARDS TO
 FC1823'A FORK, TAKE RIGHT FORK, WESTERLY, FOR 1.6 MILES TO TOP OF HILL AND A
 FC1823'T ROAD RIGHT, JUST BEFORE REACHING A SIGN PAPIN AVE. U.S.A. TURN
 FC1823'RIGHT, NORTHERLY, FOR 0.3 MILE TO A FORK, TAKE RIGHT FORK,
 FC1823'NORTHERLY, FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK, NORTH FOR 0.05
 FC1823'MILE TO A FORK, TAKE RIGHT FORK, NORTHERLY, FOR 0.2 MILE TO THE
 FC1823'STATION ON THE RIGHT.
 FC1823'
 FC1823'STATION MARK IS 17 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1.9
 FC1823'FEET SOUTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 FC1823'TRAVERSE DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CRAB
 FC1823'1960.
 FC1823'
 FC1823'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 FC1823'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 FC1823'AND IS STAMPED CRAB NO 1 1960.
 FC1823'
 FC1823'REFERENCE MARK NO. 2 IS 6 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 FC1823'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 FC1823'AND IS STAMPED CRAB NO 2 1960.
 FC1823'
 FC1823'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FC1823'
 FC1823'HEIGHT OF LIGHT ABOVE STATION MARK 27.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1827 ***********************************************************************
 FC1827  DESIGNATION -  CRAB ORCHARD 2
 FC1827  PID         -  FC1827
 FC1827  STATE/COUNTY-  TN/CUMBERLAND
 FC1827  USGS QUAD   -  DORTON (1991)
 FC1827
 FC1827                         *CURRENT SURVEY CONTROL
 FC1827  ___________________________________________________________________
 FC1827* NAD 83(1995)-  35 54 33.68475(N)    084 52 42.75107(W)     ADJUSTED  
 FC1827* NAVD 88     -       510.58   (+/-2cm)    1675.1    (feet)  VERTCON   
 FC1827  ___________________________________________________________________
 FC1827  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FC1827  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1827
 FC1827  HORZ ORDER  -  THIRD
 FC1827  VERT ORDER  -  THIRD ? (See Below)
 FC1827
 FC1827.The horizontal coordinates were established by classical geodetic methods
 FC1827.and adjusted by the National Geodetic Survey in April 1999..
 FC1827.No horizontal observational check was made to the station.
 FC1827
 FC1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1827.The vertical order pertains to the NGVD 29 superseded value.
 FC1827
 FC1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1827
 FC1827.The geoid height was determined by GEOID03.
 FC1827
 FC1827;                    North         East     Units Scale Factor Converg.
 FC1827;SPC TN       -   175,438.303   701,223.025   MT  0.99994926   +0 39 23.6
 FC1827;SPC TN       -   575,583.83  2,300,595.87   sFT  0.99994926   +0 39 23.6
 FC1827;UTM  16      - 3,975,974.046   691,434.301   MT  1.00005159   +1 14 40.6
 FC1827
 FC1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1827!SPC TN       -   0.99992443  x   0.99994926  =   0.99987370
 FC1827!UTM  16      -   0.99992443  x   1.00005159  =   0.99997602
 FC1827
 FC1827|---------------------------------------------------------------------|
 FC1827| PID    Reference Object                     Distance      Geod. Az  |
 FC1827|                                                           dddmmss.s |
 FC1827| CZ4780 CRAB ORCHARD RM 3                    27.115 METERS 08051     |
 FC1827| CZ4781 CRAB ORCHARD RM 4                    37.539 METERS 11713     |
 FC1827| FC0811 P 8                                 486.038 METERS 1193332.4 |
 FC1827| FC0810 CRAB ORCHARD RESET                   18.520 METERS 13417     |
 FC1827|---------------------------------------------------------------------|
 FC1827
 FC1827                          SUPERSEDED SURVEY CONTROL
 FC1827
 FC1827  NAD 83(1995)-  35 54 33.68947(N)    084 52 42.75145(W) AD(       ) 3
 FC1827  NAD 83(1986)-  35 54 33.69602(N)    084 52 42.75031(W) AD(       ) 3
 FC1827  NAD 27      -  35 54 33.44257(N)    084 52 42.93834(W) AD(       ) 3
 FC1827  NGVD 29 (07/19/86)  510.66   (m)         1675.4    (f) LEVELING    3  
 FC1827
 FC1827.Superseded values are not recommended for survey control.
 FC1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1827.See file dsdata.txt to determine how the superseded data were derived.
 FC1827
 FC1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9143475974(NAD 83)
 FC1827_MARKER: DS = TRIANGULATION STATION DISK
 FC1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1827
 FC1827  HISTORY     - Date     Condition        Report By
 FC1827  HISTORY     - 1979     MONUMENTED       NGS
 FC1827
 FC1827                          STATION DESCRIPTION
 FC1827
 FC1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FC1827'THE STATION IS LOCATED ABOUT 300 FEET NORTHWEST OF THE CRAB ORCHARD
 FC1827'POST OFFICE, 43 FEET NORTHWEST OF CENTERLINE OF ENTRANCE ROAD, 26
 FC1827'FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD, SIDETRACK, 27 FEET
 FC1827'SOUTHWEST OF THE CENTERLINE OF PAVED ROAD, 95 FEET SOUTHEAST OF
 FC1827'POWER TRANSFORMER POLE NO. 13 AND 1 FOOT NORTHEAST OF A METAL
 FC1827'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FC1827'STAMPED---CRAB ORCHARD 2 1979---.
 FC1827'
 FC1827'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CRAB ORCHARD 1960 NO
 FC1827'3 1977---SET IN A DRILL HOLE IN THE TOP AND SOUTHEAST END OF A
 FC1827'CONCRETE HEADWALL, 28 FEET NORTHWEST OF THE CENTERLINE OF PAVED ROAD,
 FC1827'AND 35 FEET NORTHEAST OF THE CENTERLINE OF PAVED ROAD.
 FC1827'
 FC1827'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CRAB ORCHARD 1960 NO
 FC1827'4 1977---SET IN A DRILL HOLE IN THE TOP AND SE END OF A CONCRETE
 FC1827'HEAD WALL, 19 FEET SOUTHWEST OF CENTERLINE OF PAVED ROAD AND 13 FEET
 FC1827'SOUTH EAST OF EXTENDED CENTERLINE OF PAVED ROAD.
 FC1827'
 FC1827'THE AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK DISK,
 FC1827'STAMPED---P 8 1931---SET IN A DRILL HOLE IN A LIMESTONE LEDGE, 23
 FC1827'FEET NORTH EAST OF NORTHEAST RAIL OF RAILROAD, 30 FEET SOUTHEAST OF
 FC1827'THE CENTERLINE OF RAILROAD OVERPASS OVER ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0810 ***********************************************************************
 FC0810  DESIGNATION -  CRAB ORCHARD RESET
 FC0810  PID         -  FC0810
 FC0810  STATE/COUNTY-  TN/CUMBERLAND
 FC0810  USGS QUAD   -  DORTON (1991)
 FC0810
 FC0810                         *CURRENT SURVEY CONTROL
 FC0810  ___________________________________________________________________
 FC0810* NAD 83(1995)-  35 54 33.26520(N)    084 52 42.22230(W)     ADJUSTED  
 FC0810* NAVD 88     -       510.599  (meters)    1675.19   (feet)  ADJUSTED  
 FC0810  ___________________________________________________________________
 FC0810  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FC0810  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC0810  DYNAMIC HT  -         510.124 (meters)    1673.63  (feet)  COMP
 FC0810  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0810
 FC0810  HORZ ORDER  -  SECOND
 FC0810  VERT ORDER  -  SECOND    CLASS 0
 FC0810
 FC0810.The horizontal coordinates were established by classical geodetic methods
 FC0810.and adjusted by the National Geodetic Survey in April 1999..
 FC0810
 FC0810.The orthometric height was determined by differential leveling
 FC0810.and adjusted by the National Geodetic Survey in June 1991..
 FC0810
 FC0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0810
 FC0810.The geoid height was determined by GEOID03.
 FC0810
 FC0810.The dynamic height is computed by dividing the NAVD 88
 FC0810.geopotential number by the normal gravity value computed on the
 FC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0810.degrees latitude (g = 980.6199 gals.).
 FC0810
 FC0810.The modeled gravity was interpolated from observed gravity values.
 FC0810
 FC0810;                    North         East     Units Scale Factor Converg.
 FC0810;SPC TN       -   175,425.525   701,236.430   MT  0.99994926   +0 39 23.9
 FC0810;SPC TN       -   575,541.91  2,300,639.85   sFT  0.99994926   +0 39 23.9
 FC0810;UTM  16      - 3,975,961.405   691,447.838   MT  1.00005165   +1 14 40.9
 FC0810
 FC0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0810!SPC TN       -   0.99992443  x   0.99994926  =   0.99987369
 FC0810!UTM  16      -   0.99992443  x   1.00005165  =   0.99997607
 FC0810
 FC0810|---------------------------------------------------------------------|
 FC0810| PID    Reference Object                     Distance      Geod. Az  |
 FC0810|                                                           dddmmss.s |
 FC0810| CZ4780 CRAB ORCHARD RM 3                    21.897 METERS 03803     |
 FC0810| CZ4781 CRAB ORCHARD RM 4                    20.553 METERS 10152     |
 FC0810| FC0811 P 8                                 468.150 METERS 1185858.6 |
 FC0810| FC0809 CRAB ORCHARD RM 1                    12.511 METERS 15831     |
 FC0810| FC0808 CRAB ORCHARD RM 2                     9.516 METERS 23848     |
 FC0810| FC1827 CRAB ORCHARD 2                       18.520 METERS 31417     |
 FC0810|---------------------------------------------------------------------|
 FC0810
 FC0810                          SUPERSEDED SURVEY CONTROL
 FC0810
 FC0810  NAD 83(1995)-  35 54 33.26991(N)    084 52 42.22268(W) AD(       ) 2
 FC0810  NAD 83(1986)-  35 54 33.27634(N)    084 52 42.22139(W) AD(       ) 2
 FC0810  NAD 27      -  35 54 33.02300(N)    084 52 42.40960(W) AD(       ) 2
 FC0810  NGVD 29 (??/??/92)  510.685  (m)         1675.47   (f) ADJ UNCH    2 0
 FC0810
 FC0810.Superseded values are not recommended for survey control.
 FC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0810.See file dsdata.txt to determine how the superseded data were derived.
 FC0810
 FC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9144875961(NAD 83)
 FC0810_MARKER: DE = TRAVERSE STATION DISK
 FC0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0810_STAMPING: CRAB ORCHARD 1960
 FC0810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0810+STABILITY: SURFACE MOTION
 FC0810
 FC0810  HISTORY     - Date     Condition        Report By
 FC0810  HISTORY     - 1960     MONUMENTED       CGS
 FC0810  HISTORY     - 1977     SEE DESCRIPTION  NGS
 FC0810  HISTORY     - 1977     GOOD             NGS
 FC0810  HISTORY     - 1979     SEE DESCRIPTION  NGS
 FC0810
 FC0810                          STATION DESCRIPTION
 FC0810
 FC0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0810'THE STATION IS LOCATED IN THE SMALL TOWN OF CRAB ORCHARD.
 FC0810'
 FC0810'TO REACH FROM THE POST OFFICE IN CRAB ORCHARD, GO NORTHWEST FOR 0.05
 FC0810'MILE TO THE STATION ON THE LEFT.
 FC0810'
 FC0810'THE STATION IS 43 FEET WEST OF THE CENTER OF AN OILED ROAD, 11 FEET
 FC0810'EAST OF THE CENTER OF THE EAST RAILROAD TRACKS AND 3.5 FEET SOUTH
 FC0810'OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 FC0810'SQUARE CONCRETE POST, PROJECTING 2 INCHES, AND IS STAMPED CRAB
 FC0810'ORCHARD 1960.
 FC0810'
 FC0810'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE CENTER OF THE EAST
 FC0810'RAILROAD TRACKS.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC0810'CONCRETE POST, FLUSH, AND IS STAMPED CRAB ORCHARD NO 1 1960.
 FC0810'
 FC0810'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF A TELEPHONE POLE.  IT IS A
 FC0810'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FC0810'STAMPED CRAB ORCHARD NO 2 1960.
 FC0810'
 FC0810'AN AZIMUTH MARK WAS NOT ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 FC0810'FOUND.
 FC0810
 FC0810                          STATION RECOVERY (1977)
 FC0810
 FC0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FC0810'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE
 FC0810'SURFACE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 FC0810'GONE.  REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK WAS
 FC0810'SALVAGED.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED THAT
 FC0810'IT WAS DESTROYED BY GRADING.  A NEW SURFACE STATION MARK, REFERENCE
 FC0810'MARKS 3 AND 4 AND P 8 1931 WERE ESTABLISHED.  A POLARIS
 FC0810'OBSERVATION WAS TAKEN ON P 8 1931.  A NEW DESCRIPTION FOLLOWS--
 FC0810'
 FC0810'THE STATION IS LOCATED ABOUT 300 FEET NORTHWEST OF THE CRAB ORCHARD
 FC0810'POST OFFICE, 9 FEET EAST OF THE EAST RAIL OF A RAILROAD SIDE TRACK,
 FC0810'44 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 67 FEET NORTHWEST
 FC0810'OF A CONCRETE HEADWALL, 73 FEET WEST OF A CONCRETE HEADWALL, 51 FEET
 FC0810'NORTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD AND ABOUT 150 FEET
 FC0810'NORTHWEST OF THE CHURCH OF GOD.  THE MONUMENT PROJECTS 3
 FC0810'INCHES AND THE DISK IS STAMPED CRAB ORCHARD 1960 1977.
 FC0810'
 FC0810'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRAB ORCHARD 1960 NO 3
 FC0810'1977 SET IN A DRILL HOLE IN THE TOP AND SOUTH END OF A CONCRETE
 FC0810'HEADWALL, 28 FEET EAST OF THE CENTERLINE OF PAVED ROAD AND 35 FEET
 FC0810'NORTH OF THE CENTERLINE OF A PAVED ROAD.
 FC0810'
 FC0810'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CRAB ORCHARD 1960 NO 4
 FC0810'1977 SET IN A DRILL HOLE IN THE TOP AND NORTHWEST END OF A CONCRETE
 FC0810'HEADWALL, 19 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 13
 FC0810'FEET SOUTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD.
 FC0810'
 FC0810'P 8 1931 IS A STANDARD USC AND GS BENCH MARK DISK SET IN A DRILL HOLE
 FC0810'IN A LIMESTONE LEDGE, STAMPED P 8 1931, 23 FEET EAST OF THE EAST
 FC0810'RAIL OF RAILROAD TRACKS, 30 FEET SOUTH OF THE CENTER OF RAILROAD
 FC0810'OVERPASS OF ABANDONED ROAD AND 0.25 MILE SOUTHEAST ALONG THE
 FC0810'RAILROAD FROM THE STATION.
 FC0810'
 FC0810'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0810'
 FC0810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CRAB ORCHARD.
 FC0810
 FC0810                          STATION RECOVERY (1977)
 FC0810
 FC0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FC0810'AT CRAB ORCHARD.
 FC0810'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.05 MILE NORTHWEST ON
 FC0810'A PAVED ROAD.  THE STATION MARK IS 43 FT. WEST OF THE CENTER OF
 FC0810'THE PAVED ROAD, 11 FT. EAST OF THE CENTER OF THE EAST RAILROAD
 FC0810'TRACKS, AND 3.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN
 FC0810'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 FC0810'THE ROAD.
 FC0810
 FC0810                          STATION RECOVERY (1979)
 FC0810
 FC0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FC0810'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 FC0810'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION
 FC0810'MARK WAS FOUND DESTROYED BY GRADING FOR A NEW DRIVE TO RAILROAD
 FC0810'SIDING.  THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.  A NEW
 FC0810'STATION WAS ESTABLISHED AT THIS TIME.  ALL THE MARKS WERE LEFT
 FC0810'INTACT.  FOR ANY FUTURE USE STATION---CRAB ORCHARD 2 1979---SHOULD
 FC0810'BE USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0809 ***********************************************************************
 FC0809  DESIGNATION -  CRAB ORCHARD RM 1
 FC0809  PID         -  FC0809
 FC0809  STATE/COUNTY-  TN/CUMBERLAND
 FC0809  USGS QUAD   -  DORTON (1991)
 FC0809
 FC0809                         *CURRENT SURVEY CONTROL
 FC0809  ___________________________________________________________________
 FC0809* NAD 83(1986)-  35 54 33.     (N)    084 52 42.     (W)     SCALED    
 FC0809* NAVD 88     -       510.611  (meters)    1675.23   (feet)  ADJUSTED  
 FC0809  ___________________________________________________________________
 FC0809  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC0809  DYNAMIC HT  -         510.136 (meters)    1673.67  (feet)  COMP
 FC0809  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0809
 FC0809  VERT ORDER  -  SECOND    CLASS 0
 FC0809
 FC0809.The horizontal coordinates were scaled from a topographic map and have
 FC0809.an estimated accuracy of +/- 6 seconds.
 FC0809
 FC0809.The orthometric height was determined by differential leveling
 FC0809.and adjusted by the National Geodetic Survey in June 1991..
 FC0809
 FC0809.The geoid height was determined by GEOID03.
 FC0809
 FC0809.The dynamic height is computed by dividing the NAVD 88
 FC0809.geopotential number by the normal gravity value computed on the
 FC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0809.degrees latitude (g = 980.6199 gals.).
 FC0809
 FC0809.The modeled gravity was interpolated from observed gravity values.
 FC0809
 FC0809;                    North         East    Units  Estimated Accuracy
 FC0809;SPC TN       -   175,420.      701,240.      MT  (+/- 180 meters Scaled)
 FC0809
 FC0809                          SUPERSEDED SURVEY CONTROL
 FC0809
 FC0809  NGVD 29 (??/??/92)  510.698  (m)         1675.52   (f) ADJ UNCH    2 0
 FC0809
 FC0809.Superseded values are not recommended for survey control.
 FC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0809.See file dsdata.txt to determine how the superseded data were derived.
 FC0809
 FC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE914759(NAD 83)
 FC0809_MARKER: DR = REFERENCE MARK DISK
 FC0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0809_STAMPING: CRAB ORCHARD NO 1 1960
 FC0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0809+STABILITY: SURFACE MOTION
 FC0809
 FC0809  HISTORY     - Date     Condition        Report By
 FC0809  HISTORY     - 1960     MONUMENTED       CGS
 FC0809
 FC0809                          STATION DESCRIPTION
 FC0809
 FC0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0809'AT CRAB ORCHARD.
 FC0809'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.05 MILE NORTHWEST ON
 FC0809'A PAVED ROAD.  THE REFERENCE MARK IS 41 FT. SOUTHEAST OF THE
 FC0809'STATION MARK AND 16 FT. WEST OF THE CENTER OF THE EAST RAILROAD
 FC0809'TRACKS.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0809'WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0808 ***********************************************************************
 FC0808  DESIGNATION -  CRAB ORCHARD RM 2
 FC0808  PID         -  FC0808
 FC0808  STATE/COUNTY-  TN/CUMBERLAND
 FC0808  USGS QUAD   -  DORTON (1991)
 FC0808
 FC0808                         *CURRENT SURVEY CONTROL
 FC0808  ___________________________________________________________________
 FC0808* NAD 83(1986)-  35 54 33.     (N)    084 52 42.     (W)     SCALED    
 FC0808* NAVD 88     -       510.688  (meters)    1675.48   (feet)  ADJUSTED  
 FC0808  ___________________________________________________________________
 FC0808  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC0808  DYNAMIC HT  -         510.213 (meters)    1673.92  (feet)  COMP
 FC0808  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0808
 FC0808  VERT ORDER  -  SECOND    CLASS 0
 FC0808
 FC0808.The horizontal coordinates were scaled from a topographic map and have
 FC0808.an estimated accuracy of +/- 6 seconds.
 FC0808
 FC0808.The orthometric height was determined by differential leveling
 FC0808.and adjusted by the National Geodetic Survey in June 1991..
 FC0808
 FC0808.The geoid height was determined by GEOID03.
 FC0808
 FC0808.The dynamic height is computed by dividing the NAVD 88
 FC0808.geopotential number by the normal gravity value computed on the
 FC0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0808.degrees latitude (g = 980.6199 gals.).
 FC0808
 FC0808.The modeled gravity was interpolated from observed gravity values.
 FC0808
 FC0808;                    North         East    Units  Estimated Accuracy
 FC0808;SPC TN       -   175,420.      701,240.      MT  (+/- 180 meters Scaled)
 FC0808
 FC0808                          SUPERSEDED SURVEY CONTROL
 FC0808
 FC0808  NGVD 29 (??/??/92)  510.775  (m)         1675.77   (f) ADJ UNCH    2 0
 FC0808
 FC0808.Superseded values are not recommended for survey control.
 FC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0808.See file dsdata.txt to determine how the superseded data were derived.
 FC0808
 FC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE914759(NAD 83)
 FC0808_MARKER: DR = REFERENCE MARK DISK
 FC0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0808_STAMPING: CRAB ORCHARD NO 2 1960
 FC0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0808+STABILITY: SURFACE MOTION
 FC0808
 FC0808  HISTORY     - Date     Condition        Report By
 FC0808  HISTORY     - 1960     MONUMENTED       CGS
 FC0808
 FC0808                          STATION DESCRIPTION
 FC0808
 FC0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0808'AT CRAB ORCHARD.
 FC0808'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.05 MILE NORTHWEST ON
 FC0808'A PAVED ROAD.  THE REFERENCE MARK IS 31.2 FT. SOUTHWEST OF THE
 FC0808'STATION MARK AND 3 FT. SOUTH OF A TELEPHONE POLE.  THE DISK IS
 FC0808'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FC0808'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1069 ***********************************************************************
 FD1069  DESIGNATION -  CRC 206
 FD1069  PID         -  FD1069
 FD1069  STATE/COUNTY-  TN/LAWRENCE
 FD1069  USGS QUAD   -  ST JOSEPH (1976)
 FD1069
 FD1069                         *CURRENT SURVEY CONTROL
 FD1069  ___________________________________________________________________
 FD1069* NAD 83(1986)-  35 01 20.     (N)    087 30 30.     (W)     SCALED    
 FD1069* NAVD 88     -       241.031  (meters)     790.78   (feet)  ADJUSTED  
 FD1069  ___________________________________________________________________
 FD1069  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1069  DYNAMIC HT  -         240.802 (meters)     790.03  (feet)  COMP
 FD1069  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FD1069
 FD1069  VERT ORDER  -  SECOND    CLASS 0
 FD1069
 FD1069.The horizontal coordinates were scaled from a topographic map and have
 FD1069.an estimated accuracy of +/- 6 seconds.
 FD1069
 FD1069.The orthometric height was determined by differential leveling
 FD1069.and adjusted by the National Geodetic Survey in June 1991..
 FD1069
 FD1069.The geoid height was determined by GEOID03.
 FD1069
 FD1069.The dynamic height is computed by dividing the NAVD 88
 FD1069.geopotential number by the normal gravity value computed on the
 FD1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1069.degrees latitude (g = 980.6199 gals.).
 FD1069
 FD1069.The modeled gravity was interpolated from observed gravity values.
 FD1069
 FD1069;                    North         East    Units  Estimated Accuracy
 FD1069;SPC TN       -    77,490.      462,340.      MT  (+/- 180 meters Scaled)
 FD1069
 FD1069                          SUPERSEDED SURVEY CONTROL
 FD1069
 FD1069  NGVD 29 (??/??/92)  240.998  (m)          790.67   (f) ADJ UNCH    2 0
 FD1069
 FD1069.Superseded values are not recommended for survey control.
 FD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1069.See file dsdata.txt to determine how the superseded data were derived.
 FD1069
 FD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD536756(NAD 83)
 FD1069_MARKER: DD = SURVEY DISK
 FD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1069_STAMPING: CRC 206 1948
 FD1069_MARK LOGO: TVA   
 FD1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1069+STABILITY: SURFACE MOTION
 FD1069
 FD1069  HISTORY     - Date     Condition        Report By
 FD1069  HISTORY     - 1948     MONUMENTED       TVA
 FD1069  HISTORY     - 1962     GOOD             NGS
 FD1069  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1069
 FD1069                          STATION DESCRIPTION
 FD1069
 FD1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD1069'AT ST JOSEPH.
 FD1069'AT ST. JOSEPH, LAWRENCE COUNTY, AT THE SOUTH EDGE OF TOWN NEAR
 FD1069'THE INTERSECTION OF U.S. HIGHWAY 43 AND MAIN STREET.  THE MARK
 FD1069'IS 53 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 6 FEET
 FD1069'SOUTHWEST OF UTILITY POLE NO. 35 AND 41 FEET SOUTHWEST OF THE
 FD1069'CENTERLINE OF MAIN STREET IN ST. JOSEPH.  THE MARK IS A STANDARD
 FD1069'T.V.A. DISK SET IN A 6-INCH SQUARE, CONCRETE MONUMENT, AND PROJECTS
 FD1069'2 INCHES ABOVE THE GROUND.
 FD1069
 FD1069                          STATION RECOVERY (1983)
 FD1069
 FD1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1069'NOT RECOVERED, POSSIBLY COVERED OVER OR REMOVED WHEN TELEPHONE CABLE
 FD1069'JUNCTION BOX WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0751 ***********************************************************************
 FD0751  DESIGNATION -  CRC 213
 FD0751  PID         -  FD0751
 FD0751  STATE/COUNTY-  TN/LEWIS
 FD0751  USGS QUAD   -  GORDONSBURG (1979)
 FD0751
 FD0751                         *CURRENT SURVEY CONTROL
 FD0751  ___________________________________________________________________
 FD0751* NAD 83(1986)-  35 30 11.     (N)    087 27 26.     (W)     SCALED    
 FD0751* NAVD 88     -       286.997  (meters)     941.59   (feet)  ADJUSTED  
 FD0751  ___________________________________________________________________
 FD0751  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FD0751  DYNAMIC HT  -         286.733 (meters)     940.72  (feet)  COMP
 FD0751  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FD0751
 FD0751  VERT ORDER  -  FIRST     CLASS II
 FD0751
 FD0751.The horizontal coordinates were scaled from a topographic map and have
 FD0751.an estimated accuracy of +/- 6 seconds.
 FD0751
 FD0751.The orthometric height was determined by differential leveling
 FD0751.and adjusted by the National Geodetic Survey in June 1991..
 FD0751
 FD0751.The geoid height was determined by GEOID03.
 FD0751
 FD0751.The dynamic height is computed by dividing the NAVD 88
 FD0751.geopotential number by the normal gravity value computed on the
 FD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0751.degrees latitude (g = 980.6199 gals.).
 FD0751
 FD0751.The modeled gravity was interpolated from observed gravity values.
 FD0751
 FD0751;                    North         East    Units  Estimated Accuracy
 FD0751;SPC TN       -   130,760.      467,800.      MT  (+/- 180 meters Scaled)
 FD0751
 FD0751                          SUPERSEDED SURVEY CONTROL
 FD0751
 FD0751  NGVD 29 (??/??/92)  286.974  (m)          941.51   (f) ADJ UNCH    1 2
 FD0751
 FD0751.Superseded values are not recommended for survey control.
 FD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0751.See file dsdata.txt to determine how the superseded data were derived.
 FD0751
 FD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE585289(NAD 83)
 FD0751_MARKER: DD = SURVEY DISK
 FD0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0751_STAMPING: CRC 213 1948
 FD0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0751+STABILITY: SURFACE MOTION
 FD0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0751+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 FD0751
 FD0751  HISTORY     - Date     Condition        Report By
 FD0751  HISTORY     - 1948     MONUMENTED       TVA
 FD0751  HISTORY     - 1949     GOOD             TVA
 FD0751  HISTORY     - 20060109 GOOD             INDIV
 FD0751
 FD0751                          STATION DESCRIPTION
 FD0751
 FD0751'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FD0751'6.9 MI E FROM HOHENWALD.
 FD0751'ABOUT 6.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0751'NATIONAL BANK AT HOHENWALD, ABOUT 1.0 MILE NORTHWEST OF THE
 FD0751'JUNCTION OF A ROAD SOUTH TO NAPIER AND HIMES CEMETERY, ABOUT 0.3
 FD0751'MILE EAST OF THE ENTRANCE TO MERIWETHER LEWIS NATIONAL PARK,
 FD0751'42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33.5 FEET
 FD0751'NORTHWEST OF A 16-INCH OAK TREE, 29 FEET SOUTHEAST OF A POWER
 FD0751'POLE FROM WHICH LINE CROSSES HIGHWAY IN BOTH DIRECTIONS, ABOUT
 FD0751'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FD0751'PROJECTING 4 INCHES.
 FD0751
 FD0751                          STATION RECOVERY (2006)
 FD0751
 FD0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LEL)
 FD0751'THE 1948 DESCRIPTION IS ON LONGER ADEQUATE. ST. HWY 20 WAS MOVED SW
 FD0751'ABOUT 90' WHEN NATCHEZ TRACE PARKWAY WAS CONTRUCTED.
 FD0751'THE DISTANCE FROM THE ENTRANCE TO MERIWETHER LEWIS NATIONAL PARK IS
 FD0751'STILL GOOD (THE PARK ENTRANCE IS NOW ALSO THE ENTRANCE TO NACHEZ TRACE
 FD0751'PARKWAY).
 FD0751'THE MARK IS LOCATED APPROX. 360' SE FROM THE INTERSECTION OF ST. HWY
 FD0751'20 AND NATCHEZ TRACE PARKWAY.
 FD0751'IT IS 135' NE OF THE CENTERLINE OF ST. HWY 20, 240' EAST OF ST. HWY 20
 FD0751'MILEPOST NO. 13, 116' NE OF THE INLET OF AN 18 INCH RCP CULVERT UNDER
 FD0751'ST. HWY 20 AT HWY MILE 13.05, THE 16 INCH OAK TREE IS NOW 24 INCH AND
 FD0751'THE POWER POLE NO LONGER EXISTS. THE CONCRETE POST IS PROJECTING 3
 FD0751'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0749 ***********************************************************************
 FD0749  DESIGNATION -  CRC 214
 FD0749  PID         -  FD0749
 FD0749  STATE/COUNTY-  TN/LEWIS
 FD0749  USGS QUAD   -  GORDONSBURG (1979)
 FD0749
 FD0749                         *CURRENT SURVEY CONTROL
 FD0749  ___________________________________________________________________
 FD0749* NAD 83(1986)-  35 31 15.     (N)    087 28 54.     (W)     SCALED    
 FD0749* NAVD 88     -       281.330  (meters)     923.00   (feet)  ADJUSTED  
 FD0749  ___________________________________________________________________
 FD0749  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD0749  DYNAMIC HT  -         281.072 (meters)     922.15  (feet)  COMP
 FD0749  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0749
 FD0749  VERT ORDER  -  FIRST     CLASS II
 FD0749
 FD0749.The horizontal coordinates were scaled from a topographic map and have
 FD0749.an estimated accuracy of +/- 6 seconds.
 FD0749
 FD0749.The orthometric height was determined by differential leveling
 FD0749.and adjusted by the National Geodetic Survey in June 1991..
 FD0749
 FD0749.The geoid height was determined by GEOID03.
 FD0749
 FD0749.The dynamic height is computed by dividing the NAVD 88
 FD0749.geopotential number by the normal gravity value computed on the
 FD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0749.degrees latitude (g = 980.6199 gals.).
 FD0749
 FD0749.The modeled gravity was interpolated from observed gravity values.
 FD0749
 FD0749;                    North         East    Units  Estimated Accuracy
 FD0749;SPC TN       -   132,770.      465,610.      MT  (+/- 180 meters Scaled)
 FD0749
 FD0749                          SUPERSEDED SURVEY CONTROL
 FD0749
 FD0749  NGVD 29 (??/??/92)  281.309  (m)          922.93   (f) ADJ UNCH    1 2
 FD0749
 FD0749.Superseded values are not recommended for survey control.
 FD0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0749.See file dsdata.txt to determine how the superseded data were derived.
 FD0749
 FD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE563309(NAD 83)
 FD0749_MARKER: DD = SURVEY DISK
 FD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0749_STAMPING: CRC 214 1948
 FD0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0749+STABILITY: SURFACE MOTION
 FD0749
 FD0749  HISTORY     - Date     Condition        Report By
 FD0749  HISTORY     - 1948     MONUMENTED       TVA
 FD0749  HISTORY     - 1949     GOOD             TVA
 FD0749
 FD0749                          STATION DESCRIPTION
 FD0749
 FD0749'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FD0749'5 MI E FROM HOHENWALD.
 FD0749'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0749'NATIONAL BANK AT HOHENWALD, ABOUT 0.6 MILE EAST OF SPRINGER CHURCH
 FD0749'OF CHRIST, ABOUT 1.55 MILES WEST OF THE ENTRANCE TO THE MERIWETHER
 FD0749'LEWIS NATIONAL PARK, AT THE TOP OF A GRADE AND ON TOP OF A CUT,
 FD0749'36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 FD0749'SOUTHEAST OF THE CENTER OF A GATE TO A PEACH ORCHARD, 3 FEET
 FD0749'NORTHEAST OF THE FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 FD0749'WOODEN WITNESS POST, 4 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 FD0749'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0762 ***********************************************************************
 FD0762  DESIGNATION -  CRC 215
 FD0762  PID         -  FD0762
 FD0762  STATE/COUNTY-  TN/MAURY
 FD0762  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0762
 FD0762                         *CURRENT SURVEY CONTROL
 FD0762  ___________________________________________________________________
 FD0762* NAD 83(1986)-  35 32 33.     (N)    087 12 09.     (W)     SCALED    
 FD0762* NAVD 88     -       196.734  (meters)     645.45   (feet)  ADJUSTED  
 FD0762  ___________________________________________________________________
 FD0762  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0762  DYNAMIC HT  -         196.555 (meters)     644.86  (feet)  COMP
 FD0762  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 FD0762
 FD0762  VERT ORDER  -  FIRST     CLASS II
 FD0762
 FD0762.The horizontal coordinates were scaled from a topographic map and have
 FD0762.an estimated accuracy of +/- 6 seconds.
 FD0762
 FD0762.The orthometric height was determined by differential leveling
 FD0762.and adjusted by the National Geodetic Survey in June 1991..
 FD0762
 FD0762.The geoid height was determined by GEOID03.
 FD0762
 FD0762.The dynamic height is computed by dividing the NAVD 88
 FD0762.geopotential number by the normal gravity value computed on the
 FD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0762.degrees latitude (g = 980.6199 gals.).
 FD0762
 FD0762.The modeled gravity was interpolated from observed gravity values.
 FD0762
 FD0762;                    North         East    Units  Estimated Accuracy
 FD0762;SPC TN       -   134,830.      490,960.      MT  (+/- 180 meters Scaled)
 FD0762
 FD0762                          SUPERSEDED SURVEY CONTROL
 FD0762
 FD0762  NGVD 29 (??/??/92)  196.730  (m)          645.44   (f) ADJ UNCH    1 2
 FD0762
 FD0762.Superseded values are not recommended for survey control.
 FD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0762.See file dsdata.txt to determine how the superseded data were derived.
 FD0762
 FD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE816332(NAD 83)
 FD0762_MARKER: DD = SURVEY DISK
 FD0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0762_STAMPING: CRC-215 1949
 FD0762_MARK LOGO: TVA   
 FD0762_PROJECTION: FLUSH
 FD0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0762+STABILITY: SURFACE MOTION
 FD0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0762+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0762
 FD0762  HISTORY     - Date     Condition        Report By
 FD0762  HISTORY     - 1949     MONUMENTED       TVA
 FD0762  HISTORY     - 1963     GOOD             TNHD
 FD0762  HISTORY     - 1982     GOOD             LOCSUR
 FD0762  HISTORY     - 1983     POOR             NGS
 FD0762  HISTORY     - 20020514 GOOD             TNDT
 FD0762
 FD0762                          STATION DESCRIPTION
 FD0762
 FD0762'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0762'0.6 MI N FROM MT PLEASANT.
 FD0762'FROM THE SQUARE IN MT. PLEASANT, GO NORTH ON U.S. HIGHWAY 43 FOR
 FD0762'0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS 25 FEET NORTHWEST
 FD0762'OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET NORTH OF POWER POLE
 FD0762'NO. 14, 11 FEET NORTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHEAST
 FD0762'OF A WITNESS SIGN.  THE MARK IS A STANDARD T.V.A. DISK SET IN TOP
 FD0762'OF A 6-INCH SQUARE, CONCRETE MONUMENT, 4 INCHES BELOW THE
 FD0762'SURFACE OF THE GROUND.
 FD0762
 FD0762                          STATION RECOVERY (1982)
 FD0762
 FD0762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0762'RECOVERED IN GOOD CONDITION.
 FD0762
 FD0762                          STATION RECOVERY (1983)
 FD0762
 FD0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0762'RECOVERED IN POOR CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW.
 FD0762'27.98 METERS (91.8 FT) EAST OF THE SOUTHEAST CORNER OF A ONE LEVEL
 FD0762'BRICK BUILDING (AT PRESENT THE CITY MARKET), AND 0.37 METERS (1.2 FT)
 FD0762'NORTHEAST OF THE CENTER OF A WATER METER.
 FD0762'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD0762
 FD0762                          STATION RECOVERY (2002)
 FD0762
 FD0762'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0756 ***********************************************************************
 FD0756  DESIGNATION -  CRC 216
 FD0756  PID         -  FD0756
 FD0756  STATE/COUNTY-  TN/MAURY
 FD0756  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0756
 FD0756                         *CURRENT SURVEY CONTROL
 FD0756  ___________________________________________________________________
 FD0756* NAD 83(1986)-  35 30 29.     (N)    087 13 35.     (W)     SCALED    
 FD0756* NAVD 88     -       224.406  (meters)     736.24   (feet)  ADJUSTED  
 FD0756  ___________________________________________________________________
 FD0756  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0756  DYNAMIC HT  -         224.202 (meters)     735.57  (feet)  COMP
 FD0756  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FD0756
 FD0756  VERT ORDER  -  FIRST     CLASS II
 FD0756
 FD0756.The horizontal coordinates were scaled from a topographic map and have
 FD0756.an estimated accuracy of +/- 6 seconds.
 FD0756
 FD0756.The orthometric height was determined by differential leveling
 FD0756.and adjusted by the National Geodetic Survey in June 1991..
 FD0756.WARNING-Repeat measurements at this control monument indicate possible
 FD0756.vertical movement.
 FD0756
 FD0756.The geoid height was determined by GEOID03.
 FD0756
 FD0756.The dynamic height is computed by dividing the NAVD 88
 FD0756.geopotential number by the normal gravity value computed on the
 FD0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0756.degrees latitude (g = 980.6199 gals.).
 FD0756
 FD0756.The modeled gravity was interpolated from observed gravity values.
 FD0756
 FD0756;                    North         East    Units  Estimated Accuracy
 FD0756;SPC TN       -   131,030.      488,750.      MT  (+/- 180 meters Scaled)
 FD0756
 FD0756                          SUPERSEDED SURVEY CONTROL
 FD0756
 FD0756  NGVD 29 (??/??/92)  224.397  (m)          736.21   (f) ADJ UNCH    1 2
 FD0756
 FD0756.Superseded values are not recommended for survey control.
 FD0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0756.See file dsdata.txt to determine how the superseded data were derived.
 FD0756
 FD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE794294(NAD 83)
 FD0756_MARKER: DD = SURVEY DISK
 FD0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0756_STAMPING: CRC 216 1948
 FD0756_MARK LOGO: TVA   
 FD0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0756+STABILITY: SURFACE MOTION
 FD0756
 FD0756  HISTORY     - Date     Condition        Report By
 FD0756  HISTORY     - 1948     MONUMENTED       TVA
 FD0756  HISTORY     - 1963     GOOD             TNHD
 FD0756  HISTORY     - 1983     POOR             NGS
 FD0756  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0756
 FD0756                          STATION DESCRIPTION
 FD0756
 FD0756'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0756'2.2 MI S FROM MT PLEASANT.
 FD0756'FROM THE SQUARE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY 43
 FD0756'FOR 2.25 MILES TO THE MARK ON THE LEFT.  THE MARK IS 27 FEET
 FD0756'EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET SOUTHWEST OF
 FD0756'THE CENTERLINE OF A DRIVEWAY, 3 FEET WEST OF A FENCE CORNER AND
 FD0756'1 FOOT WEST OF A WITNESS SIGN.  THE MARK IS A STANDARD T.V.A.
 FD0756'DISK SET IN A 6-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0756'GROUND.
 FD0756
 FD0756                          STATION RECOVERY (1983)
 FD0756
 FD0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0756'RECOVERED IN POOR CONDITION.
 FD0756'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD0756
 FD0756                          STATION RECOVERY (2002)
 FD0756
 FD0756'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0756'A NEW ROAD WAS BUILT OVER THE STATION SITE IN THE LATE 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0755 ***********************************************************************
 FD0755  DESIGNATION -  CRC 217
 FD0755  PID         -  FD0755
 FD0755  STATE/COUNTY-  TN/MAURY
 FD0755  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0755
 FD0755                         *CURRENT SURVEY CONTROL
 FD0755  ___________________________________________________________________
 FD0755* NAD 83(1986)-  35 30 25.     (N)    087 13 40.     (W)     SCALED    
 FD0755* NAVD 88     -       219.665  (meters)     720.68   (feet)  ADJUSTED  
 FD0755  ___________________________________________________________________
 FD0755  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0755  DYNAMIC HT  -         219.465 (meters)     720.03  (feet)  COMP
 FD0755  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 FD0755
 FD0755  VERT ORDER  -  FIRST     CLASS II
 FD0755
 FD0755.The horizontal coordinates were scaled from a topographic map and have
 FD0755.an estimated accuracy of +/- 6 seconds.
 FD0755
 FD0755.The orthometric height was determined by differential leveling
 FD0755.and adjusted by the National Geodetic Survey in June 1991..
 FD0755
 FD0755.The geoid height was determined by GEOID03.
 FD0755
 FD0755.The dynamic height is computed by dividing the NAVD 88
 FD0755.geopotential number by the normal gravity value computed on the
 FD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0755.degrees latitude (g = 980.6199 gals.).
 FD0755
 FD0755.The modeled gravity was interpolated from observed gravity values.
 FD0755
 FD0755;                    North         East    Units  Estimated Accuracy
 FD0755;SPC TN       -   130,910.      488,620.      MT  (+/- 180 meters Scaled)
 FD0755
 FD0755                          SUPERSEDED SURVEY CONTROL
 FD0755
 FD0755  NGVD 29 (??/??/92)  219.648  (m)          720.63   (f) ADJ UNCH    1 2
 FD0755
 FD0755.Superseded values are not recommended for survey control.
 FD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0755.See file dsdata.txt to determine how the superseded data were derived.
 FD0755
 FD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE793292(NAD 83)
 FD0755_MARKER: DD = SURVEY DISK
 FD0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0755_STAMPING: CRC 217 1948
 FD0755_MARK LOGO: TVA   
 FD0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0755+STABILITY: SURFACE MOTION
 FD0755
 FD0755  HISTORY     - Date     Condition        Report By
 FD0755  HISTORY     - 1948     MONUMENTED       TVA
 FD0755  HISTORY     - 1963     GOOD             TNHD
 FD0755  HISTORY     - 1983     POOR             NGS
 FD0755  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0755
 FD0755                          STATION DESCRIPTION
 FD0755
 FD0755'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0755'2.4 MI S FROM MT PLEASANT.
 FD0755'FROM THE SQUARE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY
 FD0755'43 FOR 2.4 MILES TO THE MARK ON THE MARK ON THE LEFT.  THE MARK
 FD0755'IS 26 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 6
 FD0755'FEET SOUTHWEST OF UTILITY POLE NO. 476, 4 FEET NORTHWEST OF A
 FD0755'FENCE AND 1.5 FEET NORTHWEST OF A WITNESS SIGN.  THE MARK IS A
 FD0755'STANDARD T.V.A. DISK SET IN TOP OF A 6-INCH SQUARE, CONCRETE
 FD0755'MONUMENT, FLUSH WITH A CONCRETE BASE.
 FD0755
 FD0755                          STATION RECOVERY (1983)
 FD0755
 FD0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0755'RECOVERED IN POOR CONDITION, THE UTILITY POLE IS NO LONGER THERE, A
 FD0755'NEW ONE HAS BEEN PUT IN 1.83 METERS (6.0 FT) NORTH OF THE MARK.
 FD0755'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD0755
 FD0755                          STATION RECOVERY (2002)
 FD0755
 FD0755'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0755'A NEW ROAD WAS BUILT OVER THE STATION SITE IN THE LATE 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1530 ***********************************************************************
 FD1530  DESIGNATION -  CRC 285
 FD1530  PID         -  FD1530
 FD1530  STATE/COUNTY-  TN/HICKMAN
 FD1530  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD1530
 FD1530                         *CURRENT SURVEY CONTROL
 FD1530  ___________________________________________________________________
 FD1530* NAD 83(1995)-  35 59 02.52192(N)    087 29 22.91910(W)     ADJUSTED  
 FD1530* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 FD1530  ___________________________________________________________________
 FD1530  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD1530  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD1530
 FD1530  HORZ ORDER  -  SECOND
 FD1530
 FD1530.The horizontal coordinates were established by classical geodetic methods
 FD1530.and adjusted by the National Geodetic Survey in April 1999..
 FD1530
 FD1530.The orthometric height was scaled from a topographic map.
 FD1530
 FD1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1530
 FD1530.The geoid height was determined by GEOID03.
 FD1530
 FD1530;                    North         East     Units Scale Factor Converg.
 FD1530;SPC TN       -   184,166.335   465,667.769   MT  0.99995181   -0 52 19.7
 FD1530;SPC TN       -   604,219.05  1,527,778.34   sFT  0.99995181   -0 52 19.7
 FD1530;UTM  16      - 3,982,288.422   455,855.463   MT  0.99962401   -0 17 15.8
 FD1530
 FD1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1530!SPC TN       -   0.99996604  x   0.99995181  =   0.99991786
 FD1530!UTM  16      -   0.99996604  x   0.99962401  =   0.99959007
 FD1530
 FD1530                          SUPERSEDED SURVEY CONTROL
 FD1530
 FD1530  NAD 83(1995)-  35 59 02.52411(N)    087 29 22.92297(W) AD(       ) 2
 FD1530  NAD 83(1986)-  35 59 02.53215(N)    087 29 22.92147(W) AD(       ) 2
 FD1530  NAD 27      -  35 59 02.30500(N)    087 29 22.86400(W) AD(       ) 2
 FD1530
 FD1530.Superseded values are not recommended for survey control.
 FD1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1530.See file dsdata.txt to determine how the superseded data were derived.
 FD1530
 FD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5585582288(NAD 83)
 FD1530_MARKER: DD = SURVEY DISK
 FD1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1530_STAMPING: CRC 285 1948
 FD1530_MARK LOGO: TVA   
 FD1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1530+STABILITY: SURFACE MOTION
 FD1530
 FD1530  HISTORY     - Date     Condition        Report By
 FD1530  HISTORY     - 1953     MONUMENTED       CGS
 FD1530
 FD1530                          STATION DESCRIPTION
 FD1530
 FD1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FD1530'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF DICKSON, ABOUT 0.3
 FD1530'MILE SOUTH OF THE
 FD1530'HICKMAN-DICKSON COUNTY LINE AND ON MR R L MCCLEAREN
 FD1530'PROPERTY.
 FD1530'
 FD1530'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD1530'HIGHWAY NO 48 IN DICKSON,
 FD1530'GO SOUTH ON STATE HIGHWAY NO 48 FOR 9.4 MILES TO A
 FD1530'RED BRICK HOUSE ON THE RIGHT AND THE
 FD1530'AZIMUTH MARK ON THE RIGHT,
 FD1530'CONTINUE SOUTH ON STATE HIGHWAY NO 48 FOR
 FD1530'0.15 MILE TO THE
 FD1530'STATION ON THE RIGHT.
 FD1530'
 FD1530'CRC 285 (TVA) WAS USED AS REFERENCE MARK NO 2.  IT IS 28 FEET SOUTH
 FD1530'OF THE CENTER OF A
 FD1530'TRACK ROAD, 27 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FD1530'NO 48 AND IS ABOUT 4 FEET
 FD1530'LOWER THAN THE STATION.  THE MARK IS A 6X6
 FD1530'INCH CONCRETE POST WITH A BRONZE TENNESSEE
 FD1530'VALLEY AUTHORITY SURVEY
 FD1530'MARKER DISK, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 FD1530'GROUND AND IS
 FD1530'STAMPED CRC 285 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0175 ***********************************************************************
 GD0175  DESIGNATION -  CRC 4
 GD0175  PID         -  GD0175
 GD0175  STATE/COUNTY-  TN/HENRY
 GD0175  USGS QUAD   -  OSAGE (1985)
 GD0175
 GD0175                         *CURRENT SURVEY CONTROL
 GD0175  ___________________________________________________________________
 GD0175* NAD 83(1986)-  36 17 18.     (N)    088 27 28.     (W)     SCALED    
 GD0175* NAVD 88     -       158.564  (meters)     520.22   (feet)  ADJUSTED  
 GD0175  ___________________________________________________________________
 GD0175  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0175  DYNAMIC HT  -         158.433 (meters)     519.79  (feet)  COMP
 GD0175  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 GD0175
 GD0175  VERT ORDER  -  FIRST     CLASS II
 GD0175
 GD0175.The horizontal coordinates were scaled from a topographic map and have
 GD0175.an estimated accuracy of +/- 6 seconds.
 GD0175
 GD0175.The orthometric height was determined by differential leveling
 GD0175.and adjusted by the National Geodetic Survey in June 1991..
 GD0175
 GD0175.The geoid height was determined by GEOID03.
 GD0175
 GD0175.The dynamic height is computed by dividing the NAVD 88
 GD0175.geopotential number by the normal gravity value computed on the
 GD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0175.degrees latitude (g = 980.6199 gals.).
 GD0175
 GD0175.The modeled gravity was interpolated from observed gravity values.
 GD0175
 GD0175;                    North         East    Units  Estimated Accuracy
 GD0175;SPC TN       -   219,680.      379,240.      MT  (+/- 180 meters Scaled)
 GD0175
 GD0175                          SUPERSEDED SURVEY CONTROL
 GD0175
 GD0175  NGVD 29 (??/??/??)  158.599  (m)          520.34   (f) ADJUSTED    1 2
 GD0175
 GD0175.Superseded values are not recommended for survey control.
 GD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0175.See file dsdata.txt to determine how the superseded data were derived.
 GD0175
 GD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF690169(NAD 83)
 GD0175_MARKER: DD = SURVEY DISK
 GD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0175_STAMPING: CRC 4 1948
 GD0175_MARK LOGO: TVA   
 GD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0175+STABILITY: SURFACE MOTION
 GD0175
 GD0175  HISTORY     - Date     Condition        Report By
 GD0175  HISTORY     - 1948     MONUMENTED       TVA
 GD0175  HISTORY     - 1949     GOOD             CGS
 GD0175  HISTORY     - 1968     MARK NOT FOUND   CGS
 GD0175
 GD0175                          STATION DESCRIPTION
 GD0175
 GD0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0175'7.4 MI W FROM PARIS.
 GD0175'ABOUT 7.45 MILES WEST ALONG STATE HIGHWAY 54 FROM THE COURT HOUSE
 GD0175'AT PARIS, ABOUT 2.95 MILES EAST OF THE MAIN CROSSROADS AT COMO,
 GD0175'ABOUT 0.65 MILE EAST OF A NORTH-SOUTH CROSSROAD AND COTHRANS
 GD0175'STORE, ABOUT 0.2 MILE EAST OF A CROSSROAD, ON THE TOP OF A 5-FOOT
 GD0175'CUT, ABOUT 0.1 MILE WEST OF A CURVE IN THE HIGHWAY WITH TANGENTS
 GD0175'WEST AND EAST-NORTHEAST, 35 FEET SOUTH OF THE CENTER LINE OF
 GD0175'THE HIGHWAY, 63.8 FEET SOUTH AND ACROSS THE HIGHWAY FROM A POWER
 GD0175'POLE, 3 FEET NORTH OF A R/W FENCE LINE, 25.5 FEET SOUTH OF
 GD0175'STATION NO. 722+00 STAMPED IN SOUTH EDGE OF HIGHWAY PAVEMENT,
 GD0175'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE
 GD0175'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0175'IN.  NOTE-- STEEL POST WITH CONTROL MARKER SIGN SET 1 FOOT WEST
 GD0175'OF MONUMENT.  THE METAL WITNESS POST AND SIGN SET BY TVA IN
 GD0175'1953 WAS FOUND ON THE SLOPE OF A BANK AT THE SITE, BUT ALL
 GD0175'EVIDENCE POINTS TO THE MARK HAVING BEEN DESTROYED DURING THE
 GD0175'GRADING OF THE BACKSLOPE.
 GD0175
 GD0175                          STATION RECOVERY (1968)
 GD0175
 GD0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GD0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0301 ***********************************************************************
 GD0301  DESIGNATION -  CRC 5
 GD0301  PID         -  GD0301
 GD0301  STATE/COUNTY-  TN/HENRY
 GD0301  USGS QUAD   -  COMO (1985)
 GD0301
 GD0301                         *CURRENT SURVEY CONTROL
 GD0301  ___________________________________________________________________
 GD0301* NAD 83(1986)-  36 17 33.     (N)    088 30 33.     (W)     SCALED    
 GD0301* NAVD 88     -       139.646  (meters)     458.16   (feet)  ADJUSTED  
 GD0301  ___________________________________________________________________
 GD0301  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0301  DYNAMIC HT  -         139.532 (meters)     457.78  (feet)  COMP
 GD0301  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0301
 GD0301  VERT ORDER  -  FIRST     CLASS II
 GD0301
 GD0301.The horizontal coordinates were scaled from a topographic map and have
 GD0301.an estimated accuracy of +/- 6 seconds.
 GD0301
 GD0301.The orthometric height was determined by differential leveling
 GD0301.and adjusted by the National Geodetic Survey in June 1991..
 GD0301
 GD0301.The geoid height was determined by GEOID03.
 GD0301
 GD0301.The dynamic height is computed by dividing the NAVD 88
 GD0301.geopotential number by the normal gravity value computed on the
 GD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0301.degrees latitude (g = 980.6199 gals.).
 GD0301
 GD0301.The modeled gravity was interpolated from observed gravity values.
 GD0301
 GD0301;                    North         East    Units  Estimated Accuracy
 GD0301;SPC TN       -   220,260.      374,630.      MT  (+/- 180 meters Scaled)
 GD0301
 GD0301                          SUPERSEDED SURVEY CONTROL
 GD0301
 GD0301  NGVD 29 (??/??/??)  139.681  (m)          458.27   (f) ADJUSTED    1 2
 GD0301
 GD0301.Superseded values are not recommended for survey control.
 GD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0301.See file dsdata.txt to determine how the superseded data were derived.
 GD0301
 GD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF644174(NAD 83)
 GD0301_MARKER: DD = SURVEY DISK
 GD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0301_STAMPING: CRC 5 1948
 GD0301_MARK LOGO: TVA   
 GD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0301+STABILITY: SURFACE MOTION
 GD0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0301+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0301
 GD0301  HISTORY     - Date     Condition        Report By
 GD0301  HISTORY     - 1948     MONUMENTED       TVA
 GD0301  HISTORY     - 1967     GOOD             CGS
 GD0301  HISTORY     - 20020826 GOOD             USACE
 GD0301
 GD0301                          STATION DESCRIPTION
 GD0301
 GD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0301'10.3 MI W FROM PARIS.
 GD0301'THIS MARK IS ABOUT 10.3 MILES WEST ALONG STATE ROUTE 54 FROM THE
 GD0301'HENRY COUNTY COURTHOUSE IN PARIS, ABOUT 0.1 MILE EAST OF THE MAIN
 GD0301'CROSSROAD IN THE SMALL COMMUNITY OF COMO, 63.5 FEET NORTHWEST OF
 GD0301'THE NORTHWEST CORNER OF A PORCH ON A 1 1/2 STORY, FRAME HOUSE, 25
 GD0301'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 5.5 FEET
 GD0301'NORTH OF THE NORTHWEST CORNER POST OF THE YARD, AND 1.5 FEET
 GD0301'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A TENNESSEE VALLEY
 GD0301'AUTHORITY DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 GD0301'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED CRC 5
 GD0301'1948.
 GD0301
 GD0301                          STATION RECOVERY (2002)
 GD0301
 GD0301'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0300 ***********************************************************************
 GD0300  DESIGNATION -  CRC 6
 GD0300  PID         -  GD0300
 GD0300  STATE/COUNTY-  TN/HENRY
 GD0300  USGS QUAD   -  COMO (1985)
 GD0300
 GD0300                         *CURRENT SURVEY CONTROL
 GD0300  ___________________________________________________________________
 GD0300* NAD 83(1986)-  36 17 35.     (N)    088 30 42.     (W)     SCALED    
 GD0300* NAVD 88     -       138.228  (meters)     453.50   (feet)  ADJUSTED  
 GD0300  ___________________________________________________________________
 GD0300  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0300  DYNAMIC HT  -         138.115 (meters)     453.13  (feet)  COMP
 GD0300  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0300
 GD0300  VERT ORDER  -  FIRST     CLASS II
 GD0300
 GD0300.The horizontal coordinates were scaled from a topographic map and have
 GD0300.an estimated accuracy of +/- 6 seconds.
 GD0300
 GD0300.The orthometric height was determined by differential leveling
 GD0300.and adjusted by the National Geodetic Survey in June 1991..
 GD0300
 GD0300.The geoid height was determined by GEOID03.
 GD0300
 GD0300.The dynamic height is computed by dividing the NAVD 88
 GD0300.geopotential number by the normal gravity value computed on the
 GD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0300.degrees latitude (g = 980.6199 gals.).
 GD0300
 GD0300.The modeled gravity was interpolated from observed gravity values.
 GD0300
 GD0300;                    North         East    Units  Estimated Accuracy
 GD0300;SPC TN       -   220,330.      374,410.      MT  (+/- 180 meters Scaled)
 GD0300
 GD0300                          SUPERSEDED SURVEY CONTROL
 GD0300
 GD0300  NGVD 29 (??/??/??)  138.263  (m)          453.62   (f) ADJUSTED    1 2
 GD0300
 GD0300.Superseded values are not recommended for survey control.
 GD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0300.See file dsdata.txt to determine how the superseded data were derived.
 GD0300
 GD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF642175(NAD 83)
 GD0300_MARKER: DD = SURVEY DISK
 GD0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0300_STAMPING: CRC 6 1948
 GD0300_MARK LOGO: TVA   
 GD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0300+STABILITY: SURFACE MOTION
 GD0300
 GD0300  HISTORY     - Date     Condition        Report By
 GD0300  HISTORY     - 1948     MONUMENTED       TVA
 GD0300  HISTORY     - 1949     GOOD             CGS
 GD0300  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0300
 GD0300                          STATION DESCRIPTION
 GD0300
 GD0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0300'10.4 MI W FROM PARIS.
 GD0300'ABOUT 10.4 MILES WEST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0300'HOUSE AT PARIS, AT THE MAIN CROSSROADS AT COMO, ABOUT 0.65 MILE
 GD0300'EAST OF THE HENRY-WEAKLEY COUNTY LINE, 22 FEET NORTH OF THE CENTER
 GD0300'LINE OF THE HIGHWAY, 80 FEET EAST OF THE CENTER LINE OF THE ROAD
 GD0300'NORTH, 44 FEET EAST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH,
 GD0300'15 FEET EAST-SOUTHEAST OF A POWER POLE, 70 FEET WEST-SOUTHWEST
 GD0300'OF THE SOUTHWEST PORCH CORNER OF A HOUSE, ABOUT LEVEL WITH THE
 GD0300'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0300'INCHES.  NOTE-- A HOUSE HAS BEEN MOVED ONTO A LOT DIRECTLY N OF
 GD0300'THE ORIGINAL SITE OF THE MARK, AND THE AREA HAS BEEN GRADED AND
 GD0300'A DRIVEWAY BUILT INTO THIS HOUSE.  ACCORDING TO THE OLD DISTANCE
 GD0300'MEASUREMENTS SHOWN FOR THIS MARK, IT WOULD NOW FALL IN THE BOTTOM
 GD0300'OF A THREE FOOT DEEP DITCH ALONG THE N SIDE OF THE HIGHWAY.
 GD0300
 GD0300                          STATION RECOVERY (1967)
 GD0300
 GD0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0087 ***********************************************************************
 GC0087  DESIGNATION -  CREEK
 GC0087  PID         -  GC0087
 GC0087  STATE/COUNTY-  TN/SUMNER
 GC0087  USGS QUAD   -  PETROLEUM (1994)
 GC0087
 GC0087                         *CURRENT SURVEY CONTROL
 GC0087  ___________________________________________________________________
 GC0087* NAD 83(1986)-  36 37 40.     (N)    086 14 28.     (W)     SCALED    
 GC0087* NAVD 88     -       239.881  (meters)     787.01   (feet)  ADJUSTED  
 GC0087  ___________________________________________________________________
 GC0087  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0087  DYNAMIC HT  -         239.688 (meters)     786.38  (feet)  COMP
 GC0087  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0087
 GC0087  VERT ORDER  -  SECOND    CLASS 0
 GC0087
 GC0087.The horizontal coordinates were scaled from a topographic map and have
 GC0087.an estimated accuracy of +/- 6 seconds.
 GC0087
 GC0087.The orthometric height was determined by differential leveling
 GC0087.and adjusted by the National Geodetic Survey in June 1991..
 GC0087
 GC0087.The geoid height was determined by GEOID03.
 GC0087
 GC0087.The dynamic height is computed by dividing the NAVD 88
 GC0087.geopotential number by the normal gravity value computed on the
 GC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0087.degrees latitude (g = 980.6199 gals.).
 GC0087
 GC0087.The modeled gravity was interpolated from observed gravity values.
 GC0087
 GC0087;                    North         East    Units  Estimated Accuracy
 GC0087;SPC TN       -   254,600.      578,430.      MT  (+/- 180 meters Scaled)
 GC0087
 GC0087                          SUPERSEDED SURVEY CONTROL
 GC0087
 GC0087  NGVD 29 (??/??/??)  240.03   (m)          787.5    (f) RESET       3  
 GC0087
 GC0087.Superseded values are not recommended for survey control.
 GC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0087.See file dsdata.txt to determine how the superseded data were derived.
 GC0087
 GC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF678538(NAD 83)
 GC0087_MARKER: DD = SURVEY DISK
 GC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0087_STAMPING: CREEK 1961
 GC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0087+STABILITY: SURFACE MOTION
 GC0087
 GC0087  HISTORY     - Date     Condition        Report By
 GC0087  HISTORY     - 1961     MONUMENTED       TNHD
 GC0087
 GC0087                          STATION DESCRIPTION
 GC0087
 GC0087'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0087'7 MI N FROM WESTMORELAND.
 GC0087'FROM THE JUNCTION OF STATE ROUTE 52 AND STATE ROUTE 6 AT
 GC0087'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES TO A ROAD
 GC0087'RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 1.6 MILES TO A ROAD
 GC0087'RIGHT, TURN RIGHT AND GO EAST FOR 0.6 MILE TO A T-INTERSECTION,
 GC0087'TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE GARRETT CREEK CHURCH
 GC0087'AND A TRACK ROAD LEFT.  HERE TURN LEFT ON THE TRACK ROAD AND
 GC0087'GO NORTHWESTERLY FOR 0.1 MILE TO A BARN, FOLLOW TRACK ROAD LEFT,
 GC0087'WESTERLY, AROUND A FIELD FOR 0.1 MILE TO A Y-INTERSECTION, TURN
 GC0087'RIGHT, NORTHEASTERLY, AND GO 0.2 MILE TO A TRACK ROAD RIGHT,
 GC0087'TURN RIGHT, SOUTH, AND GO 0.2 MILE TO THE STATION.  THE STATION
 GC0087'IS 150 FEET SOUTHWEST OF AN 8-INCH SYCAMORE TREE, 58 FEET EAST
 GC0087'OF A 4-INCH BIRCH TREE, 2 FEET SOUTHEAST OF A WITNESS POST,
 GC0087'AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2088 ***********************************************************************
 GC2088  DESIGNATION -  CREEK
 GC2088  PID         -  GC2088
 GC2088  STATE/COUNTY-  TN/SUMNER
 GC2088  USGS QUAD   -  PETROLEUM (1994)
 GC2088
 GC2088                         *CURRENT SURVEY CONTROL
 GC2088  ___________________________________________________________________
 GC2088* NAD 83(1995)-  36 37 40.89185(N)    086 14 28.35734(W)     ADJUSTED  
 GC2088* NAVD 88     -       239.88   (+/-2cm)     787.0    (feet)  VERTCON   
 GC2088  ___________________________________________________________________
 GC2088  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GC2088  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC2088
 GC2088  HORZ ORDER  -  SECOND
 GC2088  VERT ORDER  -  THIRD ? (See Below)
 GC2088
 GC2088.The horizontal coordinates were established by classical geodetic methods
 GC2088.and adjusted by the National Geodetic Survey in April 1999..
 GC2088
 GC2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2088.The vertical order pertains to the NGVD 29 superseded value.
 GC2088
 GC2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2088
 GC2088.The geoid height was determined by GEOID03.
 GC2088
 GC2088;                    North         East     Units Scale Factor Converg.
 GC2088;SPC TN       -   254,629.973   578,424.393   MT  1.00004432   -0 08 28.4
 GC2088;SPC TN       -   835,398.50  1,897,714.03   sFT  1.00004432   -0 08 28.4
 GC2088;SPC KY1Z     - 1,032,823.559 1,456,058.532   MT  1.00014001   -0 18 05.7
 GC2088;SPC KY1Z     - 3,388,521.96  4,777,085.37   sFT  1.00014001   -0 18 05.7
 GC2088;SPC KY S     -   532,817.452   456,063.765   MT  1.00002078   -0 17 52.4
 GC2088;SPC KY S     - 1,748,085.26  1,496,269.20   sFT  1.00002078   -0 17 52.4
 GC2088;UTM  16      - 4,053,877.353   567,842.144   MT  0.99965670   +0 27 09.8
 GC2088
 GC2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2088!SPC TN       -   0.99996701  x   1.00004432  =   1.00001132
 GC2088!SPC KY1Z     -   0.99996701  x   1.00014001  =   1.00010701
 GC2088!SPC KY S     -   0.99996701  x   1.00002078  =   0.99998778
 GC2088!UTM  16      -   0.99996701  x   0.99965670  =   0.99962372
 GC2088
 GC2088|---------------------------------------------------------------------|
 GC2088| PID    Reference Object                     Distance      Geod. Az  |
 GC2088|                                                           dddmmss.s |
 GC2088| GC0086 CREEK RM 1                           10.702 METERS 10639     |
 GC2088| GC0088 CREEK RM 2                           14.301 METERS 18750     |
 GC2088| GC0079 TENTUCK                             APPROX. 1.5 KM 3541208.5 |
 GC2088|---------------------------------------------------------------------|
 GC2088
 GC2088                          SUPERSEDED SURVEY CONTROL
 GC2088
 GC2088  NAD 83(1995)-  36 37 40.89194(N)    086 14 28.35745(W) AD(       ) 2
 GC2088  NAD 83(1995)-  36 37 40.90120(N)    086 14 28.36083(W) AD(       ) 2
 GC2088  NAD 83(1986)-  36 37 40.90172(N)    086 14 28.36085(W) AD(       ) 2
 GC2088  NAD 27      -  36 37 40.75030(N)    086 14 28.40670(W) AD(       ) 2
 GC2088  NGVD 29 (07/19/86)  239.99   (m)          787.4    (f) LEVELING    3  
 GC2088
 GC2088.Superseded values are not recommended for survey control.
 GC2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2088.See file dsdata.txt to determine how the superseded data were derived.
 GC2088
 GC2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6784253877(NAD 83)
 GC2088_MARKER: DD = SURVEY DISK
 GC2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2088
 GC2088  HISTORY     - Date     Condition        Report By
 GC2088  HISTORY     - 1961     MONUMENTED       TNHD
 GC2088
 GC2088                          STATION DESCRIPTION
 GC2088
 GC2088'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2088'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF WESTMORELAND.
 GC2088'
 GC2088'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 52 AND
 GC2088'STATE ROUTE NO. 6 AT WESTMORELAND, GO NORTH ON STATE ROUTE NO. 6
 GC2088'FOR 4.5 MILES TO A ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR
 GC2088'1.55 MILES TO A ROAD RIGHT, TURN RIGHT, EAST, AND GO 0.55 MILE TO A
 GC2088'T-INTERSECTION, TURN LEFT, NORTH, AND GO 0.5 MILE TO THE GARRETT
 GC2088'CREEK CHURCH AND A TRACK ROAD LEFT. HERE TURN LEFT ON THE TRACK
 GC2088'ROAD AND GO NORTHEASTERLY FOR 0.1 MILE TO A BARN, FOLLOW TRACK ROAD
 GC2088'LEFT, WESTERLY, AROUND A FIELD FOR 0.1 MILE TO A
 GC2088'Y-INTERSECTION, TURN RIGHT, NORTHEASTERLY, AND GO 0.15 MILE TO A
 GC2088'TRACK ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.15 MILE TO THE
 GC2088'STATION AS DESCRIBED.
 GC2088'
 GC2088'THE STATION IS 150 FEET SOUTHWEST OF AN 8-INCH SYCAMORE TREE, 58 FEET
 GC2088'EAST OF A 4-INCH BIRCH TREE AND 2 FEET SOUTHEAST OF A WITNESS POST.
 GC2088'UNDERGROUND AND SURFACE MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2088'DEPARTMENT DISKS, STAMPED CREEK 1961.  THE UNDERGROUND MARK IS
 GC2088'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC2088'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2088'
 GC2088'REFERENCE MARK NO. 1 IS 23 FEET WEST OF A 4-INCH WILD CHERRY TREE AND
 GC2088'2 FEET NORTHWEST OF A SMALL CEDAR TREE. THE MARK IS A STANDARD
 GC2088'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2088'CONCRETE MONUMENT, AND THE DISK IS STAMPED CREEK RM-1 1961.
 GC2088'
 GC2088'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF A 3-INCH WALNUT TREE. THE
 GC2088'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2088'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2088'CREEK RM-2 1961.
 GC2088'
 GC2088'TRAVERSE STATION BOBI WILL SERVE AS AN AZIMUTH MARK. SEE DESCRIPTION
 GC2088'THEREOF.
 GC2088'
 GC2088'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0086 ***********************************************************************
 GC0086  DESIGNATION -  CREEK RM 1
 GC0086  PID         -  GC0086
 GC0086  STATE/COUNTY-  TN/SUMNER
 GC0086  USGS QUAD   -  PETROLEUM (1994)
 GC0086
 GC0086                         *CURRENT SURVEY CONTROL
 GC0086  ___________________________________________________________________
 GC0086* NAD 83(1986)-  36 37 40.     (N)    086 14 28.     (W)     SCALED    
 GC0086* NAVD 88     -       238.750  (meters)     783.30   (feet)  ADJUSTED  
 GC0086  ___________________________________________________________________
 GC0086  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0086  DYNAMIC HT  -         238.559 (meters)     782.67  (feet)  COMP
 GC0086  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0086
 GC0086  VERT ORDER  -  SECOND    CLASS 0
 GC0086
 GC0086.The horizontal coordinates were scaled from a topographic map and have
 GC0086.an estimated accuracy of +/- 6 seconds.
 GC0086
 GC0086.The orthometric height was determined by differential leveling
 GC0086.and adjusted by the National Geodetic Survey in June 1991..
 GC0086
 GC0086.The geoid height was determined by GEOID03.
 GC0086
 GC0086.The dynamic height is computed by dividing the NAVD 88
 GC0086.geopotential number by the normal gravity value computed on the
 GC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0086.degrees latitude (g = 980.6199 gals.).
 GC0086
 GC0086.The modeled gravity was interpolated from observed gravity values.
 GC0086
 GC0086;                    North         East    Units  Estimated Accuracy
 GC0086;SPC TN       -   254,600.      578,430.      MT  (+/- 180 meters Scaled)
 GC0086
 GC0086                          SUPERSEDED SURVEY CONTROL
 GC0086
 GC0086  NGVD 29 (??/??/92)  238.856  (m)          783.65   (f) ADJ UNCH    2 0
 GC0086
 GC0086.Superseded values are not recommended for survey control.
 GC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0086.See file dsdata.txt to determine how the superseded data were derived.
 GC0086
 GC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF678538(NAD 83)
 GC0086_MARKER: DR = REFERENCE MARK DISK
 GC0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0086_STAMPING: CREEK RM-1 1961
 GC0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0086+STABILITY: SURFACE MOTION
 GC0086
 GC0086  HISTORY     - Date     Condition        Report By
 GC0086  HISTORY     - 1961     MONUMENTED       TNHD
 GC0086
 GC0086                          STATION DESCRIPTION
 GC0086
 GC0086'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0086'7 MI N FROM WESTMORELAND.
 GC0086'THIS MARK IS LOCATED AT THE CREEK 1961 STATION SITE, 23 FEET
 GC0086'WEST OF A 4-INCH WILD CHERRY TREE, 2 FEET NORTHWEST OF A SMALL
 GC0086'CEDAR TREE, 35 FEET WEST FROM THE STATION AND SET IN A 10-INCH
 GC0086'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0088 ***********************************************************************
 GC0088  DESIGNATION -  CREEK RM 2
 GC0088  PID         -  GC0088
 GC0088  STATE/COUNTY-  TN/SUMNER
 GC0088  USGS QUAD   -  PETROLEUM (1994)
 GC0088
 GC0088                         *CURRENT SURVEY CONTROL
 GC0088  ___________________________________________________________________
 GC0088* NAD 83(1986)-  36 37 40.     (N)    086 14 28.     (W)     SCALED    
 GC0088* NAVD 88     -       240.644  (meters)     789.51   (feet)  ADJUSTED  
 GC0088  ___________________________________________________________________
 GC0088  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0088  DYNAMIC HT  -         240.451 (meters)     788.88  (feet)  COMP
 GC0088  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0088
 GC0088  VERT ORDER  -  SECOND    CLASS 0
 GC0088
 GC0088.The horizontal coordinates were scaled from a topographic map and have
 GC0088.an estimated accuracy of +/- 6 seconds.
 GC0088
 GC0088.The orthometric height was determined by differential leveling
 GC0088.and adjusted by the National Geodetic Survey in June 1991..
 GC0088
 GC0088.The geoid height was determined by GEOID03.
 GC0088
 GC0088.The dynamic height is computed by dividing the NAVD 88
 GC0088.geopotential number by the normal gravity value computed on the
 GC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0088.degrees latitude (g = 980.6199 gals.).
 GC0088
 GC0088.The modeled gravity was interpolated from observed gravity values.
 GC0088
 GC0088;                    North         East    Units  Estimated Accuracy
 GC0088;SPC TN       -   254,600.      578,430.      MT  (+/- 180 meters Scaled)
 GC0088
 GC0088                          SUPERSEDED SURVEY CONTROL
 GC0088
 GC0088  NGVD 29 (??/??/92)  240.750  (m)          789.86   (f) ADJ UNCH    2 0
 GC0088
 GC0088.Superseded values are not recommended for survey control.
 GC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0088.See file dsdata.txt to determine how the superseded data were derived.
 GC0088
 GC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF678538(NAD 83)
 GC0088_MARKER: DR = REFERENCE MARK DISK
 GC0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0088_STAMPING: CREEK RM-2 1961
 GC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0088+STABILITY: SURFACE MOTION
 GC0088
 GC0088  HISTORY     - Date     Condition        Report By
 GC0088  HISTORY     - 1961     MONUMENTED       TNHD
 GC0088
 GC0088                          STATION DESCRIPTION
 GC0088
 GC0088'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0088'7 MI N FROM WESTMORELAND.
 GC0088'THIS MARK IS LOCATED AT THE CREEK 1961 STATION SITE, 45 FEET
 GC0088'SOUTH OF A 3-INCH WALNUT TREE, 47 FEET SOUTH OF THE STATION,
 GC0088'AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0799 ***********************************************************************
 GC0799  DESIGNATION -  CRESCENT
 GC0799  PID         -  GC0799
 GC0799  STATE/COUNTY-  TN/DAVIDSON
 GC0799  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0799
 GC0799                         *CURRENT SURVEY CONTROL
 GC0799  ___________________________________________________________________
 GC0799* NAD 83(1995)-  36 12 40.22496(N)    086 43 59.17612(W)     ADJUSTED  
 GC0799* NAVD 88     -       167.210  (meters)     548.59   (feet)  ADJUSTED  
 GC0799  ___________________________________________________________________
 GC0799  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC0799  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0799  DYNAMIC HT  -         167.068 (meters)     548.12  (feet)  COMP
 GC0799  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0799
 GC0799  HORZ ORDER  -  SECOND
 GC0799  VERT ORDER  -  SECOND    CLASS 0
 GC0799
 GC0799.The horizontal coordinates were established by classical geodetic methods
 GC0799.and adjusted by the National Geodetic Survey in April 1999..
 GC0799
 GC0799.The orthometric height was determined by differential leveling
 GC0799.and adjusted by the National Geodetic Survey in June 1991..
 GC0799
 GC0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0799
 GC0799.The geoid height was determined by GEOID03.
 GC0799
 GC0799.The dynamic height is computed by dividing the NAVD 88
 GC0799.geopotential number by the normal gravity value computed on the
 GC0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0799.degrees latitude (g = 980.6199 gals.).
 GC0799
 GC0799.The modeled gravity was interpolated from observed gravity values.
 GC0799
 GC0799;                    North         East     Units Scale Factor Converg.
 GC0799;SPC TN       -   208,593.432   534,079.864   MT  0.99997000   -0 25 45.1
 GC0799;SPC TN       -   684,360.28  1,752,227.02   sFT  0.99997000   -0 25 45.1
 GC0799;UTM  16      - 4,007,404.115   523,990.391   MT  0.99960709   +0 09 27.6
 GC0799
 GC0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0799!SPC TN       -   0.99997837  x   0.99997000  =   0.99994837
 GC0799!UTM  16      -   0.99997837  x   0.99960709  =   0.99958547
 GC0799
 GC0799|---------------------------------------------------------------------|
 GC0799| PID    Reference Object                     Distance      Geod. Az  |
 GC0799|                                                           dddmmss.s |
 GC0799| GC0798 CRESCENT RM 1                        26.090 METERS 04246     |
 GC0799| GC0800 CRESCENT RM 2                        27.460 METERS 20011     |
 GC0799| GC0801 CRESCENT AZ MK                                     2063528.7 |
 GC0799|---------------------------------------------------------------------|
 GC0799
 GC0799                          SUPERSEDED SURVEY CONTROL
 GC0799
 GC0799  NAD 83(1995)-  36 12 40.22672(N)    086 43 59.17808(W) AD(       ) 2
 GC0799  NAD 83(1995)-  36 12 40.22942(N)    086 43 59.17803(W) AD(       ) 2
 GC0799  NAD 83(1986)-  36 12 40.23500(N)    086 43 59.17896(W) AD(       ) 2
 GC0799  NAD 27      -  36 12 40.04100(N)    086 43 59.18860(W) AD(       ) 2
 GC0799  NGVD 29 (??/??/92)  167.246  (m)          548.71   (f) ADJ UNCH    2 0
 GC0799
 GC0799.Superseded values are not recommended for survey control.
 GC0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0799.See file dsdata.txt to determine how the superseded data were derived.
 GC0799
 GC0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2399007404(NAD 83)
 GC0799_MARKER: DD = SURVEY DISK
 GC0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0799_STAMPING: CRESCENT 1961
 GC0799_MARK LOGO: TNHD  
 GC0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0799+STABILITY: SURFACE MOTION
 GC0799
 GC0799  HISTORY     - Date     Condition        Report By
 GC0799  HISTORY     - 1961     MONUMENTED       TNHD
 GC0799  HISTORY     - 1961     GOOD             TNHD
 GC0799  HISTORY     - 1967     GOOD             NGS
 GC0799  HISTORY     - 1967     GOOD             CGS
 GC0799
 GC0799                          STATION DESCRIPTION
 GC0799
 GC0799'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0799'5 MI NE FROM NASHVILLE.
 GC0799'FROM THE COURTHOUSE IN NASHVILLE, GO NORTHEAST ACROSS VICTORY
 GC0799'MEMORIAL BRIDGE ON MAIN STREET AND U.S. HIGHWAY 31E FOR 5.0
 GC0799'MILES TO THE INGLEWOOD METHODIST CHURCH AND THE MARK ON THE
 GC0799'LEFT.  THE MARK IS LOCATED 56 FEET NORTHWEST OF THE CENTERLINE
 GC0799'OF U.S. HIGHWAY 31E, 78 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GC0799'CHURCH, AND 18 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS
 GC0799'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0799'GROUND.
 GC0799
 GC0799                          STATION RECOVERY (1961)
 GC0799
 GC0799'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0799'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MADISON.
 GC0799'
 GC0799'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO SOUTHWEST ON
 GC0799'U.S. HIGHWAY 31E FOR 3.6 MILES TO THE STATION ON THE RIGHT AS
 GC0799'DESCRIBED.
 GC0799'
 GC0799'THE STATION IS 56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC0799'HIGHWAY 31E AND 17.1 FEET SOUTHEAST OF A WITNESS POST.  THE
 GC0799'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0799'DEPARTMENT DISK STAMPED CRESCENT 1961.  THE UNDERGROUND MARK IS
 GC0799'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC0799'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0799'
 GC0799'REFERENCE MARK NO. 1 IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC0799'OF U.S. HIGHWAY 31E, 19 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC0799'INGLEWOOD METHODIST CHURCH AND 4 FEET NORTH OF A TELEPHONE POLE.  THE
 GC0799'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC0799'FLUSH IN A DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED
 GC0799'CRESCENT RM-1 1961.
 GC0799'
 GC0799'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC0799'OF U.S. HIGHWAY 31E AND 4 FEET NORTH OF A POWER POLE.  THE MARK
 GC0799'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GC0799'DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED CRESCENT RM-2
 GC0799'1961.
 GC0799'
 GC0799'THE AZIMUTH MARK IS 55 FEET NORTH OF A PILLAR OF A RAILROAD OVERPASS,
 GC0799'31 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S.
 GC0799'HIGHWAY 31E AND 0.5 OF A FOOT SOUTH OF THE NORTH END OF THE MEDIAN
 GC0799'STRIP OF THE RAILROAD OVERPASS.  THE MEDIAN STRIP PROJECTS
 GC0799'8-INCHES ABOVE THE HIGHWAY PAVEMENT.  THE MARK IS A STANDARD
 GC0799'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GC0799'HOLE IN THE NORTH END OF THE MEDIAN STRIP AND THE DISK IS STAMPED
 GC0799'CRESCENT AZI 1961.
 GC0799'
 GC0799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GC0799'HIGHWAY 31E FOR 0.2 MILE TO THE MARK AS DESCRIBED.
 GC0799'
 GC0799'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 GC0799
 GC0799                          STATION RECOVERY (1967)
 GC0799
 GC0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0799'RECOVERED IN GOOD CONDITION.
 GC0799
 GC0799                          STATION RECOVERY (1967)
 GC0799
 GC0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0799'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0801 ***********************************************************************
 GC0801  DESIGNATION -  CRESCENT AZ MK
 GC0801  PID         -  GC0801
 GC0801  STATE/COUNTY-  TN/DAVIDSON
 GC0801  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0801
 GC0801                         *CURRENT SURVEY CONTROL
 GC0801  ___________________________________________________________________
 GC0801* NAD 83(1986)-  36 12 32.     (N)    086 44 05.     (W)     SCALED    
 GC0801* NAVD 88     -       161.817  (meters)     530.89   (feet)  ADJUSTED  
 GC0801  ___________________________________________________________________
 GC0801  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0801  DYNAMIC HT  -         161.679 (meters)     530.44  (feet)  COMP
 GC0801  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GC0801
 GC0801  VERT ORDER  -  SECOND    CLASS 0
 GC0801
 GC0801.The horizontal coordinates were scaled from a topographic map and have
 GC0801.an estimated accuracy of +/- 6 seconds.
 GC0801
 GC0801.The orthometric height was determined by differential leveling
 GC0801.and adjusted by the National Geodetic Survey in June 1991..
 GC0801
 GC0801.The geoid height was determined by GEOID03.
 GC0801
 GC0801.The dynamic height is computed by dividing the NAVD 88
 GC0801.geopotential number by the normal gravity value computed on the
 GC0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0801.degrees latitude (g = 980.6199 gals.).
 GC0801
 GC0801.The modeled gravity was interpolated from observed gravity values.
 GC0801
 GC0801;                    North         East    Units  Estimated Accuracy
 GC0801;SPC TN       -   208,340.      533,930.      MT  (+/- 180 meters Scaled)
 GC0801
 GC0801                          SUPERSEDED SURVEY CONTROL
 GC0801
 GC0801  NGVD 29 (??/??/??)  161.88   (m)          531.1    (f) RESET       3  
 GC0801
 GC0801.Superseded values are not recommended for survey control.
 GC0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0801.See file dsdata.txt to determine how the superseded data were derived.
 GC0801
 GC0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF238071(NAD 83)
 GC0801_MARKER: DD = SURVEY DISK
 GC0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0801_SP_SET: OVERPASS
 GC0801_STAMPING: CRESCENT AZI 1961
 GC0801_MARK LOGO: TNHD  
 GC0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0801
 GC0801  HISTORY     - Date     Condition        Report By
 GC0801  HISTORY     - 1961     MONUMENTED       TNHD
 GC0801  HISTORY     - 1967     GOOD             NGS
 GC0801
 GC0801                          STATION DESCRIPTION
 GC0801
 GC0801'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0801'4.8 MI NE FROM NASHVILLE.
 GC0801'FROM THE COURTHOUSE IN NASHVILLE, GO NORTHEAST ACROSS VICTORY
 GC0801'MEMORIAL BRIDGE ON MAIN STREET AND U.S. HIGHWAY 31E FOR 4.8 MILES
 GC0801'TO A RR OVERPASS AND THE MARK IN THE CENTER OF U.S. HIGHWAY 31E
 GC0801'MEDIAN STRIP.  THE MARK IS LOCATED 54 FEET NORTH OF A COLUMN OF
 GC0801'A RR OVERPASS.  THE MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN
 GC0801'THE MEDIAN STRIP.
 GC0801
 GC0801                          STATION RECOVERY (1967)
 GC0801
 GC0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0798 ***********************************************************************
 GC0798  DESIGNATION -  CRESCENT RM 1
 GC0798  PID         -  GC0798
 GC0798  STATE/COUNTY-  TN/DAVIDSON
 GC0798  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0798
 GC0798                         *CURRENT SURVEY CONTROL
 GC0798  ___________________________________________________________________
 GC0798* NAD 83(1986)-  36 12 40.     (N)    086 43 59.     (W)     SCALED    
 GC0798* NAVD 88     -       167.936  (meters)     550.97   (feet)  ADJUSTED  
 GC0798  ___________________________________________________________________
 GC0798  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0798  DYNAMIC HT  -         167.794 (meters)     550.50  (feet)  COMP
 GC0798  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0798
 GC0798  VERT ORDER  -  SECOND    CLASS 0
 GC0798
 GC0798.The horizontal coordinates were scaled from a topographic map and have
 GC0798.an estimated accuracy of +/- 6 seconds.
 GC0798
 GC0798.The orthometric height was determined by differential leveling
 GC0798.and adjusted by the National Geodetic Survey in June 1991..
 GC0798
 GC0798.The geoid height was determined by GEOID03.
 GC0798
 GC0798.The dynamic height is computed by dividing the NAVD 88
 GC0798.geopotential number by the normal gravity value computed on the
 GC0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0798.degrees latitude (g = 980.6199 gals.).
 GC0798
 GC0798.The modeled gravity was interpolated from observed gravity values.
 GC0798
 GC0798;                    North         East    Units  Estimated Accuracy
 GC0798;SPC TN       -   208,590.      534,080.      MT  (+/- 180 meters Scaled)
 GC0798
 GC0798                          SUPERSEDED SURVEY CONTROL
 GC0798
 GC0798  NGVD 29 (??/??/92)  167.972  (m)          551.09   (f) ADJ UNCH    2 0
 GC0798
 GC0798.Superseded values are not recommended for survey control.
 GC0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0798.See file dsdata.txt to determine how the superseded data were derived.
 GC0798
 GC0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF239073(NAD 83)
 GC0798_MARKER: DD = SURVEY DISK
 GC0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0798_SP_SET: SIDEWALK
 GC0798_STAMPING: CRESCENT RM-1 1961
 GC0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0798
 GC0798  HISTORY     - Date     Condition        Report By
 GC0798  HISTORY     - 1961     MONUMENTED       TNHD
 GC0798  HISTORY     - 1967     GOOD             NGS
 GC0798
 GC0798                          STATION DESCRIPTION
 GC0798
 GC0798'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0798'5 MI NE FROM NASHVILLE.
 GC0798'THIS MARK IS LOCATED AT THE CRESCENT 1961 STATION SITE, 37
 GC0798'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 19 FEET
 GC0798'EAST OF THE SOUTHEAST CORNER OF THE INGLEWOOD METHODIST CHURCH,
 GC0798'86 FEET NORTHEAST OF THE STATION, AND 4 FEET NORTH OF A TELEPHONE
 GC0798'POLE.  THE MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GC0798'SIDEWALK.
 GC0798
 GC0798                          STATION RECOVERY (1967)
 GC0798
 GC0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0800 ***********************************************************************
 GC0800  DESIGNATION -  CRESCENT RM 2
 GC0800  PID         -  GC0800
 GC0800  STATE/COUNTY-  TN/DAVIDSON
 GC0800  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0800
 GC0800                         *CURRENT SURVEY CONTROL
 GC0800  ___________________________________________________________________
 GC0800* NAD 83(1986)-  36 12 40.     (N)    086 43 59.     (W)     SCALED    
 GC0800* NAVD 88     -       166.539  (meters)     546.39   (feet)  ADJUSTED  
 GC0800  ___________________________________________________________________
 GC0800  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0800  DYNAMIC HT  -         166.397 (meters)     545.92  (feet)  COMP
 GC0800  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0800
 GC0800  VERT ORDER  -  SECOND    CLASS 0
 GC0800
 GC0800.The horizontal coordinates were scaled from a topographic map and have
 GC0800.an estimated accuracy of +/- 6 seconds.
 GC0800
 GC0800.The orthometric height was determined by differential leveling
 GC0800.and adjusted by the National Geodetic Survey in June 1991..
 GC0800
 GC0800.The geoid height was determined by GEOID03.
 GC0800
 GC0800.The dynamic height is computed by dividing the NAVD 88
 GC0800.geopotential number by the normal gravity value computed on the
 GC0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0800.degrees latitude (g = 980.6199 gals.).
 GC0800
 GC0800.The modeled gravity was interpolated from observed gravity values.
 GC0800
 GC0800;                    North         East    Units  Estimated Accuracy
 GC0800;SPC TN       -   208,590.      534,080.      MT  (+/- 180 meters Scaled)
 GC0800
 GC0800                          SUPERSEDED SURVEY CONTROL
 GC0800
 GC0800  NGVD 29 (??/??/92)  166.574  (m)          546.50   (f) ADJ UNCH    2 0
 GC0800
 GC0800.Superseded values are not recommended for survey control.
 GC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0800.See file dsdata.txt to determine how the superseded data were derived.
 GC0800
 GC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF239073(NAD 83)
 GC0800_MARKER: DD = SURVEY DISK
 GC0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0800_SP_SET: SIDEWALK
 GC0800_STAMPING: CRESCENT RM-2 1961
 GC0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0800
 GC0800  HISTORY     - Date     Condition        Report By
 GC0800  HISTORY     - 1961     MONUMENTED       TNHD
 GC0800  HISTORY     - 1967     GOOD             NGS
 GC0800
 GC0800                          STATION DESCRIPTION
 GC0800
 GC0800'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0800'5 MI NE FROM NASHVILLE.
 GC0800'THIS MARK IS LOCATED AT THE CRESCENT 1961 STATION SITE, 40 FEET
 GC0800'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 4 FEET NORTH OF
 GC0800'A POWER POLE, AND 90 FEET SOUTH OF THE STATION.  THE MARK IS
 GC0800'CEMENTED FLUSH IN A DRILLED HOLE IN THE SIDEWALK.
 GC0800
 GC0800                          STATION RECOVERY (1967)
 GC0800
 GC0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1006 ***********************************************************************
 FZ1006  DESIGNATION -  CRESS
 FZ1006  PID         -  FZ1006
 FZ1006  STATE/COUNTY-  TN/JOHNSON
 FZ1006  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1006
 FZ1006                         *CURRENT SURVEY CONTROL
 FZ1006  ___________________________________________________________________
 FZ1006* NAD 83(1995)-  36 29 39.50748(N)    081 51 57.10363(W)     ADJUSTED  
 FZ1006* NAVD 88     -       972.014  (meters)    3189.02   (feet)  ADJUSTED  
 FZ1006  ___________________________________________________________________
 FZ1006  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 FZ1006  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1006  DYNAMIC HT  -         971.062 (meters)    3185.89  (feet)  COMP
 FZ1006  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 FZ1006
 FZ1006  HORZ ORDER  -  SECOND
 FZ1006  VERT ORDER  -  SECOND    CLASS 0
 FZ1006
 FZ1006.The horizontal coordinates were established by classical geodetic methods
 FZ1006.and adjusted by the National Geodetic Survey in April 1999..
 FZ1006
 FZ1006.The orthometric height was determined by differential leveling
 FZ1006.and adjusted by the National Geodetic Survey in June 1991..
 FZ1006
 FZ1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1006
 FZ1006.The geoid height was determined by GEOID03.
 FZ1006
 FZ1006.The dynamic height is computed by dividing the NAVD 88
 FZ1006.geopotential number by the normal gravity value computed on the
 FZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1006.degrees latitude (g = 980.6199 gals.).
 FZ1006
 FZ1006.The modeled gravity was interpolated from observed gravity values.
 FZ1006
 FZ1006;                    North         East     Units Scale Factor Converg.
 FZ1006;SPC TN       -   247,586.718   970,304.363   MT  1.00001469   +2 25 13.0
 FZ1006;SPC TN       -   812,290.76  3,183,406.90   sFT  1.00001469   +2 25 13.0
 FZ1006;UTM  17      - 4,039,125.178   422,450.942   MT  0.99967409   -0 30 54.0
 FZ1006
 FZ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1006!SPC TN       -   0.99985234  x   1.00001469  =   0.99986702
 FZ1006!UTM  17      -   0.99985234  x   0.99967409  =   0.99952647
 FZ1006
 FZ1006:                Primary Azimuth Mark                     Grid Az
 FZ1006:SPC TN       -  CRESS AZ MK                              008 17 41.5
 FZ1006:UTM  17      -  CRESS AZ MK                              011 13 48.5
 FZ1006
 FZ1006|---------------------------------------------------------------------|
 FZ1006| PID    Reference Object                     Distance      Geod. Az  |
 FZ1006|                                                           dddmmss.s |
 FZ1006| DC4027 CRESS AZ MK                                        0104254.5 |
 FZ1006| DC4028 CRESS RM 1                           10.863 METERS 13431     |
 FZ1006| DC4029 CRESS RM 2                           11.317 METERS 24428     |
 FZ1006| FZ2169 SHADY                               APPROX. 2.0 KM 2955555.5 |
 FZ1006|---------------------------------------------------------------------|
 FZ1006
 FZ1006                          SUPERSEDED SURVEY CONTROL
 FZ1006
 FZ1006  NAD 83(1995)-  36 29 39.51164(N)    081 51 57.10579(W) AD(       ) 2
 FZ1006  NAD 83(1995)-  36 29 39.51909(N)    081 51 57.10804(W) AD(       ) 2
 FZ1006  NAD 83(1986)-  36 29 39.51925(N)    081 51 57.10781(W) AD(       ) 2
 FZ1006  NAD 27      -  36 29 39.09666(N)    081 51 57.68343(W) AD(       ) 2
 FZ1006  NGVD 29 (??/??/92)  972.092  (m)         3189.27   (f) ADJ UNCH    2 0
 FZ1006
 FZ1006.Superseded values are not recommended for survey control.
 FZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1006.See file dsdata.txt to determine how the superseded data were derived.
 FZ1006
 FZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2245139125(NAD 83)
 FZ1006_MARKER: DB = BENCH MARK DISK
 FZ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1006_STAMPING: CRESS 1934
 FZ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1006+STABILITY: SURFACE MOTION
 FZ1006
 FZ1006  HISTORY     - Date     Condition        Report By
 FZ1006  HISTORY     - 1934     MONUMENTED       CGS
 FZ1006  HISTORY     - 1934     GOOD             CGS
 FZ1006
 FZ1006                          STATION DESCRIPTION
 FZ1006
 FZ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1006'ABOUT 31/2 MILES NORTH-NORTHWEST OF MOUNTAIN CITY, 5 FEET ABOVE AND
 FZ1006'39.7 FEET FROM
 FZ1006'CENTER LINE ON EAST EDGE OF RIGHT-OF-WAY OF U.S.
 FZ1006'ROUTE 421, AT VERTEX OF HAIRPIN
 FZ1006'CURVE ON SOUTHWEST SLOPE OF IRON
 FZ1006'MOUNTAIN, 19.1 FEET SOUTH OF POINT WHERE WOOD ROAD
 FZ1006'ENTERS HIGHWAY,
 FZ1006'84.5 FEET FROM SOUTH END POST OF GUARD RAIL ON DOWNWARD SIDE, 65.7
 FZ1006'FEET FROM EAST END
 FZ1006'POST GUARD RAIL ON UPWARD SIDE, AND 18.4 FEET
 FZ1006'NORTH OF 6-INCH, BLAZED CHESTNUT
 FZ1006'TREE.  TO REACH FROM COURTHOUSE IN
 FZ1006'MOUNTAIN CITY, GO WEST 5.2 MILES ON ROUTE 421 (OR
 FZ1006'0.9 MILE BEYOND
 FZ1006'UNAKA NATIONAL FOREST ENTRANCE SIGN) TO SHARP CURVE TO RIGHT, WOOD
 FZ1006'T-ROAD TO LEFT,
 FZ1006'6-INCH BLAZED CHESTNUT TREE, AND STATION SITE.
 FZ1006'SURFACE AND UNDERGROUND MARKS ARE
 FZ1006'STANDARD STATION DISKS IN CONCRETE, REFERENCE AND AZIMUTH MARKS ARE
 FZ1006'STANDARD REFERENCE
 FZ1006'DISKS IN CONCRETE,   NO.  1 IS IN SECOND-GROWTH HARDWOOD
 FZ1006'AND BRUSH, 16.4
 FZ1006'FEET FROM 4-INCH CHESTNUT TREE, AND 5 FEET BELOW AND
 FZ1006'35.64 FEET FROM STATION
 FZ1006'S 45 DEG 29 MIN E.  NO.  2 IS
 FZ1006'6 FEET BELOW AND 42.6 FEET FROM CENTER LINE
 FZ1006'OF HIGHWAY ON EDGE OF
 FZ1006'SIDE-SLOPE FILL, 12.4 FEET FROM 3-INCH DOGWOOD TREE ON EDGE OF
 FZ1006'WOODS, 33.6 FEET
 FZ1006'FROM EAST END POST OF GUARD RAIL ON UPHILL SIDE, AND 8 FEET
 FZ1006'BELOW AND 37.13 FEET FROM
 FZ1006'AZIMUTH MARK IS ON EDGE OF WOODS, 25 FEET
 FZ1006'ABOVE AND 36.7 FEET (SLOPE
 FZ1006'DISTANCE) NORTH OF CENTER LINE OF ROUTE 421, 19.5 FEET
 FZ1006'SOUTHEAST OF 4-
 FZ1006'INCH PINE TREE, 16.6 FEET SOUTHWEST OF 4-INCH PINE TREE, AND 400
 FZ1006'YARDS FROM STATION
 FZ1006'S 10 DEG 42 MIN W
 FZ1006'STATIONS SHADY, TROUT, AND BALD KNOB,
 FZ1006'(U.S.G.S.) ARE VISIBLE FROM GROUND.
 FZ1006
 FZ1006                          STATION RECOVERY (1934)
 FZ1006
 FZ1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FZ1006'5.1 MI NW FROM MOUNTAIN CITY.
 FZ1006'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1006'AT MOUNTAIN CITY, JOHNSON COUNTY, ON THE EAST SIDE OF THE HIGHWAY,
 FZ1006'AT THE POINT OF A HAIRPIN CURVE ON THE SOUTHEAST SLOPE OF IRON
 FZ1006'MOUNTAIN, 84.5 FEET FROM THE SOUTH END OF THE GUARDRAIL ON THE
 FZ1006'DOWNHILL SLOPE, 65.7 FEET FROM THE EAST END OF THE GUARDRAIL ON
 FZ1006'THE UPHILL SLOPE, 39.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FZ1006'19 FEET SOUTH OF THE POINT WHERE A WOODS ROAD ENTERS THE HIGHWAY,
 FZ1006'18.4 FEET NORTH OF A BLAZED 6-INCH CHESTNUT TREE, AND LEVEL WITH
 FZ1006'THE HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CRESS
 FZ1006'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2579 ***********************************************************************
 GB2579  DESIGNATION -  CREST
 GB2579  PID         -  GB2579
 GB2579  STATE/COUNTY-  TN/CAMPBELL
 GB2579  USGS QUAD   -  BLOCK (1979)
 GB2579
 GB2579                         *CURRENT SURVEY CONTROL
 GB2579  ___________________________________________________________________
 GB2579* NAD 83(1995)-  36 17 31.27151(N)    084 15 02.99842(W)     ADJUSTED  
 GB2579* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 GB2579  ___________________________________________________________________
 GB2579  LAPLACE CORR-          -8.73  (seconds)                    DEFLEC99
 GB2579  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB2579
 GB2579  HORZ ORDER  -  FIRST
 GB2579
 GB2579.The horizontal coordinates were established by classical geodetic methods
 GB2579.and adjusted by the National Geodetic Survey in April 1999..
 GB2579
 GB2579.The orthometric height was scaled from a topographic map.
 GB2579
 GB2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2579
 GB2579.The geoid height was determined by GEOID03.
 GB2579
 GB2579;                    North         East     Units Scale Factor Converg.
 GB2579;SPC TN       -   218,721.396   757,116.403   MT  0.99998027   +1 01 26.5
 GB2579;SPC TN       -   717,588.45  2,483,972.73   sFT  0.99998027   +1 01 26.5
 GB2579;UTM  16      - 4,019,845.957   746,887.794   MT  1.00035108   +1 37 41.0
 GB2579
 GB2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2579!SPC TN       -   0.99986892  x   0.99998027  =   0.99984919
 GB2579!UTM  16      -   0.99986892  x   1.00035108  =   1.00021995
 GB2579
 GB2579|---------------------------------------------------------------------|
 GB2579| PID    Reference Object                     Distance      Geod. Az  |
 GB2579|                                                           dddmmss.s |
 GB2579| DB9120 CREST RM 2                           23.723 METERS 16722     |
 GB2579| GB2580 HURRICANE                           APPROX. 2.5 KM 2360144.8 |
 GB2579| GB2581 TT 124 E                             79.401 METERS 31117     |
 GB2579| DB9119 CREST RM 1                           16.127 METERS 34924     |
 GB2579|---------------------------------------------------------------------|
 GB2579
 GB2579                          SUPERSEDED SURVEY CONTROL
 GB2579
 GB2579  NAD 83(1995)-  36 17 31.27360(N)    084 15 03.00092(W) AD(       ) 1
 GB2579  NAD 83(1995)-  36 17 31.27812(N)    084 15 03.00273(W) AD(       ) 1
 GB2579  NAD 83(1986)-  36 17 31.28167(N)    084 15 02.99942(W) AD(       ) 1
 GB2579  NAD 27      -  36 17 30.99500(N)    084 15 03.25600(W) AD(       ) 1
 GB2579
 GB2579.Superseded values are not recommended for survey control.
 GB2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2579.See file dsdata.txt to determine how the superseded data were derived.
 GB2579
 GB2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4688819846(NAD 83)
 GB2579_MARKER: DS = TRIANGULATION STATION DISK
 GB2579_SETTING: 0 = UNSPECIFIED SETTING
 GB2579
 GB2579  HISTORY     - Date     Condition        Report By
 GB2579  HISTORY     - 1935     MONUMENTED       CGS
 GB2579
 GB2579                          STATION DESCRIPTION
 GB2579
 GB2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2579'STATION IS ABOUT 100 YARDS SE OF THE POINT WHERE BEECH FORK-CARYVILLE
 GB2579'ROAD CROSSES THE
 GB2579'DIVIDE BETWEEN COVE CREEK AND BEECH FORK CREEK,
 GB2579'ABOUT 2 MILES SSW OF CARYVILLE AND
 GB2579'6 MILES NNW OF COAL CREEK, AIRLINE DISTANCES.
 GB2579'
 GB2579'STATION MARK IS A STANDARD BRONZE DISK SET IN A LARGE FLAT STONE,
 GB2579'30.5 FEET S OF
 GB2579'CENTER OF WOODS ROAD, 38 FEET SW OF TRIANGULAR BLAZED
 GB2579'24-INCH BLACK OAK TREE WHICH IS
 GB2579'ON THE N SIDE OF THE WOODS ROAD.
 GB2579'
 GB2579'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A BURIED ROCK
 GB2579'PROJECTING ABOUT 3
 GB2579'INCHES ABOVE THE GROUND.  IT IS NNW OF STATION, 5
 GB2579'PACES N OF CENTER OF WOODS ROAD.
 GB2579'
 GB2579'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A ROCK OUTCROP.
 GB2579'IT IS SSE OF THE
 GB2579'STATION AND 2 FEET LOWER IN ELEVATION.
 GB2579'
 GB2579'AZIMUTH MARK (TT 124-E 1930) IS NW OF STATION.  IT IS A STANDARD
 GB2579'U.S.G.S.  BRONZE
 GB2579'DISK SET IN CONCRETE POST 8 INCHES IN DIAMETER,
 GB2579'PROJECTING ABOUT 2 INCHES ABOVE THE
 GB2579'GROUND, 16.7 FEET WSW OF 20-INCH
 GB2579'OAK, WITH TRIANGULAR BLAZE, ON W SIDE, 21 FEET E OF
 GB2579'THE CARYVILLE
 GB2579'ROAD AND IN THE NE ANGLE OF THE INTERSECTION OF THE CARYVILLE ROAD
 GB2579'AND WOODS ROAD.
 GB2579'
 GB2579'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GB2579'HIGHWAY 63, IN THE
 GB2579'E EDGE OF CARYVILLE, GO W ON STATE HIGHWAY 63 FOR
 GB2579'0.3 MILE TO WHERE IT TURNS (N) RIGHT,
 GB2579'CONTINUE STRAIGHT (W) FOR 0.25
 GB2579'MILE TO THE CARYVILLE RAILROAD STATION, CROSS TRACKS
 GB2579'JUST S OF
 GB2579'STATION AND GO 3.5 MILES TO CROSSROADS, KEEP STRAIGHT AHEAD ON MAIN
 GB2579'ROAD FOR 0.85 MILE
 GB2579'TO CROSSROADS AT TOP OF DIVIDE.  (TT 124-E 1930 IS
 GB2579'20 FEET NE OF THIS CROSS ROAD
 GB2579'INTERSECTION).  TURN LEFT (SE) AND GO
 GB2579'ABOUT 100 YARDS TO LARGE ROCK OUTCROP AND
 GB2579'STATION ON RIGHT.
 GB2579'
 GB2579'A 4-FOOT STAND IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2647 ***********************************************************************
 FB2647  DESIGNATION -  CREWES
 FB2647  PID         -  FB2647
 FB2647  STATE/COUNTY-  TN/KNOX
 FB2647  USGS QUAD   -  WILDWOOD (1988)
 FB2647
 FB2647                         *CURRENT SURVEY CONTROL
 FB2647  ___________________________________________________________________
 FB2647* NAD 83(1995)-  35 51 58.04935(N)    083 49 29.52968(W)     ADJUSTED  
 FB2647* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 FB2647  ___________________________________________________________________
 FB2647  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FB2647  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB2647
 FB2647  HORZ ORDER  -  SECOND
 FB2647
 FB2647.The horizontal coordinates were established by classical geodetic methods
 FB2647.and adjusted by the National Geodetic Survey in April 1999..
 FB2647
 FB2647.The orthometric height was scaled from a topographic map.
 FB2647
 FB2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2647
 FB2647.The geoid height was determined by GEOID03.
 FB2647
 FB2647;                    North         East     Units Scale Factor Converg.
 FB2647;SPC TN       -   172,244.544   796,422.456   MT  0.99994856   +1 16 24.3
 FB2647;SPC TN       -   565,105.64  2,612,929.34   sFT  0.99994856   +1 16 24.3
 FB2647;UTM  17      - 3,972,785.552   244,938.963   MT  1.00040171   -1 39 21.5
 FB2647
 FB2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2647!SPC TN       -   0.99993686  x   0.99994856  =   0.99988542
 FB2647!UTM  17      -   0.99993686  x   1.00040171  =   1.00033854
 FB2647
 FB2647|---------------------------------------------------------------------|
 FB2647| PID    Reference Object                     Distance      Geod. Az  |
 FB2647|                                                           dddmmss.s |
 FB2647| CZ4784 CREWES RM 2                          12.485 METERS 03807     |
 FB2647| CZ4783 CREWES RM 1                           9.336 METERS 27458     |
 FB2647| CZ4782 CREWES AZ MK                                       3241731.7 |
 FB2647|---------------------------------------------------------------------|
 FB2647
 FB2647                          SUPERSEDED SURVEY CONTROL
 FB2647
 FB2647  NAD 83(1995)-  35 51 58.05747(N)    083 49 29.52851(W) AD(       ) 2
 FB2647  NAD 83(1986)-  35 51 58.06296(N)    083 49 29.52710(W) AD(       ) 2
 FB2647  NAD 27      -  35 51 57.75700(N)    083 49 29.89300(W) AD(       ) 2
 FB2647
 FB2647.Superseded values are not recommended for survey control.
 FB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2647.See file dsdata.txt to determine how the superseded data were derived.
 FB2647
 FB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4493972786(NAD 83)
 FB2647_MARKER: DS = TRIANGULATION STATION DISK
 FB2647_SETTING: 80 = SET IN A BOULDER
 FB2647_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FB2647
 FB2647  HISTORY     - Date     Condition        Report By
 FB2647  HISTORY     - 1934     MONUMENTED       CGS
 FB2647  HISTORY     - 1950     MARK NOT FOUND   TVA
 FB2647  HISTORY     - 1963     POOR             CGS
 FB2647
 FB2647                          STATION DESCRIPTION
 FB2647
 FB2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FB2647'ABOUT 8-1/2 MILES SOUTHEAST OF KNOXVILLE, 7-1/4 MILES EAST-NORTHEAST
 FB2647'OF ROCKFORD, APPROXIMATELY ON KNOX-BLOUNT COUNTY LINE, ON HIGHEST
 FB2647'POINT OF KNOB LOCALLY KNOWN AS STIFF KNEE (HIGHEST POINT OF RIDGE
 FB2647'KNOWN AS BAYS MOUNTAIN), AND ON PROPERTY OF JACK SHULER.  TO
 FB2647'REACH FROM ANDREW JACKSON HOTEL IN KNOXVILLE, FOLLOW STATE ROUTE 35
 FB2647'EAST 10.6 MILES (0.2 MILE BEYOND RAILROAD CROSSING AND COUNTY
 FB2647'LINE), TURN RIGHT ONTO COUNTY ROAD AT BURNETTS CASH STORE AND GO 0.15
 FB2647'MILE TO T-ROAD, TURN RIGHT AND GO 1.35 MILES TO T-ROAD, TURN
 FB2647'RIGHT AND GO 1.0 MILE, TURN LEFT AND GO 0.85 MILE (0.05 MILE
 FB2647'BEYOND SAWMILL), TURN LEFT AND GO 0.15 MILE TO FENCE LINE (END OF
 FB2647'TRUCK TRAVEL), FOLLOW TRAIL STRAIGHT AHEAD UP RIDGE 1/3 MILE TO
 FB2647'STATION SITE 34.5 FEET SOUTH-SOUTHEAST OF 36-INCH ELM TREE AND 9 FEET
 FB2647'NORTHEAST OF 12-INCH TRIANGLE- BLAZED PINE TREE.  MARK IS STANDARD
 FB2647'STATION DISK IN BURIED STONE.  REFERENCE MARKS ARE STANDARD
 FB2647'REFERENCE DISKS IN BOULDERS. 1 IS ON DOWNWARD SLOPE,
 FB2647'5 FEET NORTH-NORTHWEST OF 30-INCH ELM TREE, AND 30.63 FEET FROM
 FB2647'STATION S 94 DEG 58 MIN W.  NO. 2 IS ALONG TOP OF RIDGE, 11
 FB2647'FEET EAST-NORTHEAST OF 36-INCH ELM TREE, AND 40.96 FEET FROM
 FB2647'STATION N 38 DEG 08 MIN E.  DISTANCE BETWEEN REFERENCE MARKS
 FB2647'NO. 1 AND NO. 2 IS 63.15 FEET.  AZIMUTH MARK IS STANDARD REFERENCE
 FB2647'DISK IN CONCRETE, ON PROPERTY OF MR. WHALAY, 18 FEET
 FB2647'NORTHWEST OF COUNTY ROAD, 18 FEET SOUTH-SOUTHWEST OF 8-INCH BLAZED
 FB2647'PINE TREE, 11 FEET SOUTHEAST OF FARM ROAD, AND ABOUT 1.0 MILE FROM
 FB2647'STATION N 35 DEG 43 MIN W.
 FB2647
 FB2647                          STATION RECOVERY (1950)
 FB2647
 FB2647'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (LDB)
 FB2647'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FB2647'ADEQUATE.  IT IS LOCATED 8-1/2 MILES SE OF KNOXVILLE.
 FB2647
 FB2647                          STATION RECOVERY (1963)
 FB2647
 FB2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2647'THE STATION WAS RECOVERED BUT IT HAS BEEN BATTERED AND IS A LITTLE
 FB2647'LOOSE.  THE REFERENCE MARKS WERE NOT FOUND, HOWEVER WE FOUND A DRILL
 FB2647'HOLE IN A ROCK AND A HOLE IN THE GROUND WHICH CORRESPONDS IN
 FB2647'AZIMUTH AND DISTANCE WITH THE REFERENCE MARKS.  IT IS SUGGESTED
 FB2647'THAT THE REFERENCE MARKS BE CONSIDERED DESTROYED.
 FB2647'
 FB2647'THE PREVIOUS DESCRIPTION IS NOT ADEQUATE AND A NEW ONE FOLLOWS--TO
 FB2647'REACH THE STATION FROM THE CENTER OF ROCKFORD GO SOUTH ON STATE
 FB2647'ROUTE 29 FOR 0.4 MILE, TURN LEFT ON PAVED ROAD AND GO 3.4 MILE TO Y
 FB2647'INTERSECTION, MAKE A LEFT AND GO 1.1 MILES TO T INTERSECTION
 FB2647'TURN LEFT, STAY ON THIS ROAD FOR 2.5 MILES THEN MAKE A SHARP
 FB2647'RIGHT AND CONTINUE ON THIS ROAD FOR 2.5 MILES, MAKE A LEFT AT
 FB2647'INTERSECTION AND GO 0.8 MILE TO GRAVEL ROAD, TURN LEFT AND FOLLOW
 FB2647'ROAD 0.6 MILE TO GRAVEL ROAD BY FARM BUILDINGS, TURN LEFT AND
 FB2647'FOLLOW GRAVEL ROAD FOR 0.5 MILE TO CAMP WITH OVAL DRIVE.  THIS IS
 FB2647'THE END OF TRUCK TRAVEL.  FROM DRIVE GO STRAIGHT UP THE MOUNTAIN TO
 FB2647'HIGHEST RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1799 ***********************************************************************
 FC1799  DESIGNATION -  CRISP
 FC1799  PID         -  FC1799
 FC1799  STATE/COUNTY-  TN/MCMINN
 FC1799  USGS QUAD   -  GOODFIELD (1990)
 FC1799
 FC1799                         *CURRENT SURVEY CONTROL
 FC1799  ___________________________________________________________________
 FC1799* NAD 83(1995)-  35 23 50.29959(N)    084 50 13.51942(W)     ADJUSTED  
 FC1799* NAVD 88     -       324.7    (meters)    1065.     (feet)  VERTCON   
 FC1799  ___________________________________________________________________
 FC1799  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FC1799  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC1799
 FC1799  HORZ ORDER  -  SECOND
 FC1799
 FC1799.The horizontal coordinates were established by classical geodetic methods
 FC1799.and adjusted by the National Geodetic Survey in April 1999..
 FC1799
 FC1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1799
 FC1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1799
 FC1799.The geoid height was determined by GEOID03.
 FC1799
 FC1799;                    North         East     Units Scale Factor Converg.
 FC1799;SPC TN       -   118,675.010   705,639.468   MT  0.99997727   +0 40 50.9
 FC1799;SPC TN       -   389,352.93  2,315,085.49   sFT  0.99997727   +0 40 50.9
 FC1799;UTM  16      - 3,919,252.336   696,425.962   MT  1.00007550   +1 15 11.7
 FC1799
 FC1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1799!SPC TN       -   0.99995378  x   0.99997727  =   0.99993105
 FC1799!UTM  16      -   0.99995378  x   1.00007550  =   1.00002927
 FC1799
 FC1799|---------------------------------------------------------------------|
 FC1799| PID    Reference Object                     Distance      Geod. Az  |
 FC1799|                                                           dddmmss.s |
 FC1799| CZ4786 CRISP RM 1                           71.704 METERS 11816     |
 FC1799| CZ4787 CRISP RM 2                           42.335 METERS 20232     |
 FC1799| CZ4785 CRISP AZ MK                                        2384034.1 |
 FC1799|---------------------------------------------------------------------|
 FC1799
 FC1799                          SUPERSEDED SURVEY CONTROL
 FC1799
 FC1799  NAD 83(1995)-  35 23 50.30274(N)    084 50 13.52028(W) AD(       ) 2
 FC1799  NAD 83(1995)-  35 23 50.30220(N)    084 50 13.52130(W) AD(       ) 2
 FC1799  NAD 83(1995)-  35 23 50.30245(N)    084 50 13.52095(W) AD(       ) 2
 FC1799  NAD 83(1986)-  35 23 50.30585(N)    084 50 13.51859(W) AD(       ) 2
 FC1799  NAD 27      -  35 23 50.04500(N)    084 50 13.71700(W) AD(       ) 2
 FC1799  NGVD 29 (07/19/86)  324.8    (m)         1066.     (f) VERT ANG       
 FC1799
 FC1799.Superseded values are not recommended for survey control.
 FC1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1799.See file dsdata.txt to determine how the superseded data were derived.
 FC1799
 FC1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9642619252(NAD 83)
 FC1799_MARKER: DS = TRIANGULATION STATION DISK
 FC1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1799+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 FC1799
 FC1799  HISTORY     - Date     Condition        Report By
 FC1799  HISTORY     - 1934     MONUMENTED       CGS
 FC1799  HISTORY     - 1949     GOOD             TVA
 FC1799  HISTORY     - 1961     GOOD             CGS
 FC1799  HISTORY     - 20040607 GOOD             INDIV
 FC1799
 FC1799                          STATION DESCRIPTION
 FC1799
 FC1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1799'ABOUT 8-3/4 MILES NORTH-NORTHWEST OF CALHOUN, 8 MILES WEST-NORTHWEST
 FC1799'OF RICEVILLE, 3-3/4 MILES EAST OF BIG SPRINGS, ON HIGHEST POINT OF
 FC1799'HILL ALONG MCMINN RIDGE, AND ON PROPERTY OF J.H. CRISP.  TO REACH
 FC1799'FROM POST OFFICE AT BIG SPRINGS, FOLLOW ROUTE 58 NORTH 4.0
 FC1799'MILES, TURN RIGHT (EAST) ONTO ROUGH COUNTY ROAD AT TRIANGLE-BLAZED
 FC1799'OAK TREE ON LEFT, PROCEED 0.45 MILE AND BEAR RIGHT, CONTINUE 1.1
 FC1799'MILES TO FORKS WITH CHURCH ON RIGHT, TURN LEFT AND GO 1.45 MILES TO
 FC1799'T-ROAD, TURN RIGHT AND GO 1.0 MILE TO J.H. CRISPS HOME, TURN LEFT
 FC1799'ONTO FARM ROAD AND GO 0.3 MILE TO CREEK (END OF TRUCK TRAVEL),
 FC1799'AND FOLLOW TRAIL EAST UP RIDGE ABOUT 1/3 MILE TO STATION SITE IN
 FC1799'CULTIVATED FIELD, ABOUT 130 YARDS NORTH-NORTHWEST OF SMALL SHED,
 FC1799'50 YARDS SOUTH-SOUTHEAST OF WOODS, AND 130 FEET NORTH OF ORCHARD.
 FC1799'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1799'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1799'REFERENCE DISKS IN CONCRETE, NO. 1 IS ABOUT 100
 FC1799'FEET WEST OF WOODS, 6 FEET NORTH OF EDGE OF ORCHARD, AND 235.25 FEET
 FC1799'FROM STATION NO. 2 IS 10 FEET
 FC1799'SOUTH OF EDGE OF ORCHARD AND 138.95 FEET FROM STATION
 FC1799'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF J.H. CRISPS
 FC1799'HOME, 35 FEET SOUTH OF FENCE CORNER, 20 FEET SOUTH OF FARM ROAD, 20
 FC1799'FEET WEST OF COUNTY ROAD, AND 1.0 MILE FROM STATION.
 FC1799
 FC1799                          STATION RECOVERY (1949)
 FC1799
 FC1799'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1799'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  STATION
 FC1799'DISK IS STAMPED CRISP 1934.
 FC1799'
 FC1799'A POST WAS SET 0.9 FOOT DUE E OF THE MONUMENT.
 FC1799
 FC1799                          STATION RECOVERY (1961)
 FC1799
 FC1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1799'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1799'RECOVERED AND IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK
 FC1799'WAS FOUND TO BE IN ERROR BY 08.0 SECONDS, A CHECK WAS MADE AND MEANED
 FC1799'THE FIRST RUN.  DUE TO ROAD CONSTRUCTION, IT IS POSSIBLE THE
 FC1799'MONUMENT COULD HAVE BEEN DISTURBED.
 FC1799'
 FC1799'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS.
 FC1799'
 FC1799'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF CALHOUN, 8 MILES
 FC1799'WEST OF RICEVILLE, 4 MILES EAST OF BIG SPRINGS AND THE HIGHEST
 FC1799'POINT ON MCMINN RIDGE AND ON THE PROPERTY OF MR. J. H. CRISP ABOUT
 FC1799'3/4 MILE NORTHEAST OF HIS HOME.
 FC1799'
 FC1799'TO REACH THE STATION FROM THE ENTRANCE TO THE BOWATER PAPER MILL
 FC1799'PLANT, GO NORTH ON U.S. HIGHWAY 11 FOR 0.8 MILE TO A SIDE ROAD ON
 FC1799'THE LEFT AND SIGN HIAWASSEE LAND COMPANY, TURN LEFT AND FOLLOW OILED
 FC1799'ROAD FOR 9.5 MILES TO A BRIDGE, CONTINUE 0.15 MILE TO A SIDE
 FC1799'ROAD ON THE RIGHT, TURN RIGHT ON OILED ROAD AND GO 2.3 MILES TO THE
 FC1799'AZIMUTH MARK ON THE LEFT, CONTINUE 0.3 MILE TO THE HOME OF MR.
 FC1799'J.H. CRISP, CONTINUE ON OILED ROAD FOR 1.1 MILE TO A T JUNCTION AND
 FC1799'THE END OF BLACK TOP, TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD
 FC1799'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A SIDE ROAD ON THE
 FC1799'RIGHT AND A SMALL BRIDGE, TURN RIGHT AND GO 0.7 MILE TO MR. F.M.
 FC1799'SEWELLS DRIVEWAY ON THE RIGHT, TURN RIGHT PASSING ON THE RIGHT SIDE
 FC1799'OF HOUSE AND TO THE LEFT OF THE BARN FOR 0.1 MILE, CONTINUE ON WOODS
 FC1799'ROAD FOR 0.2 MILE TO A T JUNCTION, TURN LEFT AND GO 0.4 MILE
 FC1799'ALONG TOP OF RIDGE TO AN OPEN FIELD, TURN RIGHT ALONG EDGE OF WOODS
 FC1799'FOR 0.05 MILE TO A GATE, PASS THROUGH THE GATE AND TURN LEFT, UP
 FC1799'HILL, FOR ABOUT 50 YARDS TO AN OPEN PASTURE, BEAR RIGHT AND GO 200
 FC1799'YARDS TO THE TOP OF THE HILL AND THE STATION.
 FC1799'
 FC1799'THE STATION IS 130 YARDS NORTH OF A SMALL SHED, 50 YARDS SOUTH OF THE
 FC1799'EDGE OF WOODS, 298 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FC1799'CEMETERY AND 240 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD DISK,
 FC1799'PROJECTING 3 INCHES, AND IS STAMPED CRISP 1934.
 FC1799'
 FC1799'REFERENCE MARK NO. 1 IS 107 FEET NORTH OF THE NORTHWEST CORNER OF A
 FC1799'CEMETERY, 100 FEET WEST OF THE EDGE OF WOODS AND 5 FEET WEST OF A
 FC1799'FENCE LINE.  IT IS A STANDARD DISK, FLUSH, AND IS STAMPED CRISP NO 1
 FC1799'1934.
 FC1799'
 FC1799'REFERENCE MARK NO. 2 IS 50 YARDS EAST OF THE EDGE OF WOODS AND ON THE
 FC1799'SOUTHWEST SLOPE OF THE HILL.  IT IS A STANDARD DISK, PROJECTING 4
 FC1799'INCHES, AND IS STAMPED CRISP NO 2 1934.
 FC1799'
 FC1799'THE AZIMUTH MARK IS 18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF AN
 FC1799'OILED ROAD, 7 FEET SOUTHWEST OF A CULVERT AND 1.7 FEET SOUTH OF A
 FC1799'METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, PROJECTING
 FC1799'10 INCHES, AND IS STAMPED CRISP AZI 1934.
 FC1799'
 FC1799'HEIGHT OF LIGHT ABOVE STATION MARK 22.08 METERS.
 FC1799
 FC1799                          STATION RECOVERY (2004)
 FC1799
 FC1799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEL)
 FC1799'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 FC1799' 
 FC1799'REFERENCE MARK NO. 1 WAS FOUND BUT IS DESTROYED (MONUMENT LAYING ON
 FC1799'IT'S SIDE WITH DISK INTACT).
 FC1799'UPDATED DIRECTIONS TO THE STATION - FROM THE INTERSECTION OF MCMINN
 FC1799'COUNTY ROADS 42  AND 44 GO SOUTH ON CO. RD. NO. 42 100' TO NEW GRAVEL
 FC1799'ACCESS ROAD TO SEWELL CEMETARY ON THE RIGHT. PROCEED TO THE DEADEND AT
 FC1799'THE CEMETARY. PROCEED ON FOOT NW ABOUT 150' YARDS TO THE STATION ON
 FC1799'TOP OF THE HILL IN AN OPEN FIELD. THE STATION IS 1.0' EAST OF AN
 FC1799'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3512 ***********************************************************************
 GA3512  DESIGNATION -  CROCKETT
 GA3512  PID         -  GA3512
 GA3512  STATE/COUNTY-  TN/HAMBLEN
 GA3512  USGS QUAD   -  MORRISTOWN (1979)
 GA3512
 GA3512                         *CURRENT SURVEY CONTROL
 GA3512  ___________________________________________________________________
 GA3512* NAD 83(1995)-  36 13 40.84433(N)    083 19 57.57622(W)     ADJUSTED  
 GA3512* NAVD 88     -       594.9    (meters)    1952.     (feet)  VERTCON   
 GA3512  ___________________________________________________________________
 GA3512  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GA3512  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3512
 GA3512  HORZ ORDER  -  SECOND
 GA3512
 GA3512.The horizontal coordinates were established by classical geodetic methods
 GA3512.and adjusted by the National Geodetic Survey in April 1999..
 GA3512
 GA3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3512
 GA3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3512
 GA3512.The geoid height was determined by GEOID03.
 GA3512
 GA3512;                    North         East     Units Scale Factor Converg.
 GA3512;SPC TN       -   213,482.516   839,766.590   MT  0.99997197   +1 33 41.6
 GA3512;SPC TN       -   700,400.55  2,755,134.22   sFT  0.99997197   +1 33 41.6
 GA3512;UTM  17      - 4,011,761.827   290,352.144   MT  1.00014157   -1 22 44.8
 GA3512
 GA3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3512!SPC TN       -   0.99991152  x   0.99997197  =   0.99988349
 GA3512!UTM  17      -   0.99991152  x   1.00014157  =   1.00005308
 GA3512
 GA3512:                Primary Azimuth Mark                     Grid Az
 GA3512:SPC TN       -  SHORT RESET                              037 20 30.4
 GA3512:UTM  17      -  SHORT RESET                              040 16 56.8
 GA3512
 GA3512|---------------------------------------------------------------------|
 GA3512| PID    Reference Object                     Distance      Geod. Az  |
 GA3512|                                                           dddmmss.s |
 GA3512| GA3503 SHORT RESET                         APPROX.21.8 KM 0385412.0 |
 GA3512| DB9121 CROCKETT AZ MK                                     0495306.8 |
 GA3512| DB9122 CROCKETT RM 1                        18.490 METERS 16936     |
 GA3512| DB9123 CROCKETT RM 2                        14.890 METERS 23808     |
 GA3512|---------------------------------------------------------------------|
 GA3512
 GA3512                          SUPERSEDED SURVEY CONTROL
 GA3512
 GA3512  NAD 83(1995)-  36 13 40.84896(N)    083 19 57.57995(W) AD(       ) 2
 GA3512  NAD 83(1995)-  36 13 40.85418(N)    083 19 57.58233(W) AD(       ) 2
 GA3512  NAD 83(1995)-  36 13 40.85079(N)    083 19 57.57956(W) AD(       ) 2
 GA3512  NAD 83(1986)-  36 13 40.85421(N)    083 19 57.57884(W) AD(       ) 2
 GA3512  NAD 27      -  36 13 40.52500(N)    083 19 57.96100(W) AD(       ) 2
 GA3512  NGVD 29 (07/19/86)  595.0    (m)         1952.     (f) VERT ANG       
 GA3512
 GA3512.Superseded values are not recommended for survey control.
 GA3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3512.See file dsdata.txt to determine how the superseded data were derived.
 GA3512
 GA3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9035211762(NAD 83)
 GA3512_MARKER: DS = TRIANGULATION STATION DISK
 GA3512_SETTING: 66 = SET IN ROCK OUTCROP
 GA3512
 GA3512  HISTORY     - Date     Condition        Report By
 GA3512  HISTORY     - 1934     MONUMENTED       CGS
 GA3512  HISTORY     - 1949     GOOD             TVA
 GA3512  HISTORY     - 1963     GOOD             TNHD
 GA3512  HISTORY     - 1965     GOOD             CGS
 GA3512
 GA3512                          STATION DESCRIPTION
 GA3512
 GA3512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3512'ABOUT 2-1/2 MILES WEST-NORTHWEST OF MORRISTOWN, 0.25 MILE NORTH OF
 GA3512'HOME OF JIM EPPS,
 GA3512'ON HIGHEST PART OF AND NEAR WEST EDGE OF HIGH
 GA3512'CLEARED KNOLL, HIGHEST POINT OF
 GA3512'CROCKETT RIDGE, 120 FEET EAST OF ROW
 GA3512'OF SMALL TREES ON WEST EDGE OF SUMMIT, AND ON
 GA3512'PROPERTY OF I. F.
 GA3512'MILLER.  TO REACH FROM CENTER OF MORRISTOWN, FOLLOW U.S.  ROUTE
 GA3512'11 SOUTH 2.45
 GA3512'MILES TO GRAVEL ROAD, TURN WEST ONTO GRAVEL ROAD AND GO
 GA3512'2.05 MILES, TURN NORTH ALONG
 GA3512'SMALL CREEK ONTO ROUGH DIRT ROAD, GO 0.2
 GA3512'MILE, KEEP TO LEFT AROUND UNPAINTED HOUSE AND
 GA3512'CONTINUE ON WINDING
 GA3512'ROAD 0.7 MILE TO HOME OF JIM EPPS.  GO THROUGH HIS BARNYARD AND
 GA3512'PAST HOUSE 0.25
 GA3512'MILE TO SUMMIT OF HILL AND STATION.  MARK IS STANDARD
 GA3512'STATION DISK IN OUTCROPPING
 GA3512'BEDROCK.  REFERENCE AND AZIMUTH
 GA3512'MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 GA3512'NO. 1 IS
 GA3512'IN LARGE OUTCROPPING ROCK PROJECTING ABOUT 2 FEET ABOVE GROUND
 GA3512'AND 60.65 FEET
 GA3512'FROM STATION S 10 DEG 23 MIN E.  NO. 2 IS
 GA3512'IN FLAT ROCK OUTCROP AND
 GA3512'48.85 FEET FROM STATION S 58 DEG 08 MIN W.
 GA3512'DISTANCE BETWEEN
 GA3512'REFERENCE MARKS NO. 1 AND NO.
 GA3512'2 IS 62.46 FEET.  AZIMUTH MARK IS ABOUT 200 FEET
 GA3512'NORTHEAST OF END OF
 GA3512'FARM ROAD, IN SOUTHWEST CORNER OF PEACH ORCHARD, IN SECOND ROW OF
 GA3512'TREES FROM WEST
 GA3512'EDGE, AND ABOUT 1,000 FEET FROM STATION N 49 DEG 53 MIN E.
 GA3512
 GA3512                          STATION RECOVERY (1949)
 GA3512
 GA3512'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3512'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED CROCKETT 1934,
 GA3512'DESCRIPTION IS
 GA3512'ADEQUATE.  STEEL POST WITH CONTROL MARKER SIGN SET 2
 GA3512'FEET SW OF CAP.
 GA3512'
 GA3512'STATION IS LOCATED 2.5 MILES WNW OF MORRISTOWN.
 GA3512
 GA3512                          STATION RECOVERY (1963)
 GA3512
 GA3512'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3512'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED.  THE
 GA3512'DISTANCE BETWEEN THE
 GA3512'REFERENCE MARKS CHECKED.  THE DISTANCE AND DIRECTION DID
 GA3512'NOT CHECK AND THE STATION IS
 GA3512'PRESUMED TO BE DISTURBED.  THE AZIMUTH
 GA3512'MARK WAS NOT RECOVERED.
 GA3512'
 GA3512'THE STATION IS ABOUT 2.5 MILES WEST-NORTHWEST OF MORRISTOWN, 0.25
 GA3512'MILE NORTH OF AN
 GA3512'ABANDONED FARM HOUSE ON THE HIGHEST PART OF AND NEAR THE
 GA3512'NORTHWEST EDGE OF A HIGH
 GA3512'CLEARED KNOLL, LOCALLY KNOWN AS CROCKETT
 GA3512'RIDGE AND OWNED BY I.F.  MILLER.
 GA3512'
 GA3512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E, W. FIRST
 GA3512'STREET AND U.S.  HIGHWAY
 GA3512'25E IN MORRISTOWN, GO WESTERLY ON U.S.  HIGHWAY 11E
 GA3512'AND W.  FIRST STREET FOR 2.7 MILES
 GA3512'TO W.  ECONOMY ROAD ON THE RIGHT,
 GA3512'TURN RIGHT AND GO 0.9 MILE TO A T JUNCTION AND W.
 GA3512'ECONOMY ROAD TO
 GA3512'THE RIGHT AND A GRAVELED ROAD TO THE LEFT, TURN LEFT AND GO 0.85 MILE
 GA3512'TO A GRAVELED ROAD
 GA3512'ON THE RIGHT, TURN RIGHT AND GO 0.9 MILE TO A
 GA3512'TRACK ROAD RIGHT, UP HILL, TURN SHARP
 GA3512'RIGHT AND GO 0.45 MILE TO A T
 GA3512'JUNCTION, TURN RIGHT, PASS THROUGH TWO GATES AND GO 0.15
 GA3512'MILE TO AN
 GA3512'ABANDONED FARM HOUSE AND A BARN, CONTINUE FOR 0.2 MILE TO A FORK IN
 GA3512'THE FARM ROAD,
 GA3512'TURN LEFT AND GO IN A WESTERLY DIRECTION FOR 0.15 MILE
 GA3512'TO THE SUMMIT AND THE STATION.
 GA3512'
 GA3512'THE STATION IS ABOUT 150 YARDS NORTH OF A SMALL WHITE BUILDING, 98
 GA3512'FEET SOUTH OF THE SOUTH
 GA3512'EDGE OF A SMALL GROUP OF SUMAC BUSHES AND 2 FEET SOUTH
 GA3512'OF A WITNESS POST (TVA).  IT IS
 GA3512'A STANDARD TRIANGULATION DISK
 GA3512'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH
 GA3512'PROJECTS ABOUT 18
 GA3512'INCHES.  THE DISK IS STAMPED CROCKETT 1934.
 GA3512'
 GA3512'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GA3512'DRILLED HOLE IN
 GA3512'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 24 INCHES.
 GA3512'THE DISK IS STAMPED
 GA3512'CROCKETT NO 1 1934.
 GA3512'
 GA3512'REFERENCE MARK NO. 2 IS 16 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT
 GA3512'IS A STANDARD REFERENCE
 GA3512'MARK DISK CEMENTED IN A DRILLED HOLE IN
 GA3512'OUTCROPPING BEDROCK WHICH PROJECTS
 GA3512'ABOUT 6 INCHES.  THE
 GA3512'DISK IS STAMPED CROCKETT NO 2 1934.
 GA3512'
 GA3512'TRAVERSE STATIONS SCARCE AND/OR TIE MAY SERVE AS THE AZIMUTH MARK.
 GA3512'SEE DESCRIPTION
 GA3512'
 GA3512'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3512'
 GA3512'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3512
 GA3512                          STATION RECOVERY (1965)
 GA3512
 GA3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GA3512'THIS STATION WAS RECOVERED AS DESCRIBED BY THE RECOVERY NOTE AS
 GA3512'WRITTEN BY THE TENNESSEE
 GA3512'HIGHWAY DEPARTMENT IN 1963, AND THE STATION TO-REACH IS
 GA3512'COMPLETELY ADEQUATE.
 GA3512'
 GA3512'UPON INSTRUCTION FROM THE WASHINGTON OFFICE, THE STAMPING OF THE
 GA3512'STATION MARK DISK WAS
 GA3512'ALTERED TO READ CROCKETT 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2412 ***********************************************************************
 FE2412  DESIGNATION -  CROCKETT
 FE2412  PID         -  FE2412
 FE2412  STATE/COUNTY-  TN/CROCKETT
 FE2412  USGS QUAD   -  MAURY CITY (1981)
 FE2412
 FE2412                         *CURRENT SURVEY CONTROL
 FE2412  ___________________________________________________________________
 FE2412* NAD 83(1995)-  35 52 05.93564(N)    089 09 42.25487(W)     ADJUSTED  
 FE2412* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2412  ___________________________________________________________________
 FE2412  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2412  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2412
 FE2412  HORZ ORDER  -  SECOND
 FE2412
 FE2412.The horizontal coordinates were established by classical geodetic methods
 FE2412.and adjusted by the National Geodetic Survey in April 1999..
 FE2412
 FE2412.The orthometric height was scaled from a topographic map.
 FE2412
 FE2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2412
 FE2412.The geoid height was determined by GEOID03.
 FE2412
 FE2412;                    North         East     Units Scale Factor Converg.
 FE2412;SPC TN       -   174,916.574   314,517.258   MT  0.99994858   -1 51 03.6
 FE2412;SPC TN       -   573,872.13  1,031,878.70   sFT  0.99994858   -1 51 03.6
 FE2412;UTM  16      - 3,971,500.746   304,829.711   MT  1.00006939   -1 16 01.3
 FE2412
 FE2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2412!SPC TN       -   0.99998510  x   0.99994858  =   0.99993368
 FE2412!UTM  16      -   0.99998510  x   1.00006939  =   1.00005449
 FE2412
 FE2412:                Primary Azimuth Mark                     Grid Az
 FE2412:SPC TN       -  CROCKETT AZ MK                           006 26 52.6
 FE2412:UTM  16      -  CROCKETT AZ MK                           005 51 50.3
 FE2412
 FE2412|---------------------------------------------------------------------|
 FE2412| PID    Reference Object                     Distance      Geod. Az  |
 FE2412|                                                           dddmmss.s |
 FE2412| FE2862 CROCKETT AZ MK                                     0043549.0 |
 FE2412| FE2407 ALAMO MUNICIPAL TANK                APPROX.10.6 KM 1561439.7 |
 FE2412| FE2413 MAURY CITY MUN TANK                 APPROX. 8.3 KM 2252551.5 |
 FE2412| FE2860 CROCKETT RM 1                        26.210 METERS 23835     |
 FE2412| FE2411 CROCKETT MILLS CUPOLA                41.773 METERS 28203     |
 FE2412| FE2861 CROCKETT RM 2                        27.500 METERS 33419     |
 FE2412|---------------------------------------------------------------------|
 FE2412
 FE2412                          SUPERSEDED SURVEY CONTROL
 FE2412
 FE2412  NAD 83(1995)-  35 52 05.94008(N)    089 09 42.25716(W) AD(       ) 2
 FE2412  NAD 83(1986)-  35 52 05.94682(N)    089 09 42.25520(W) AD(       ) 2
 FE2412  NAD 27      -  35 52 05.68330(N)    089 09 42.00930(W) AD(       ) 2
 FE2412
 FE2412.Superseded values are not recommended for survey control.
 FE2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2412.See file dsdata.txt to determine how the superseded data were derived.
 FE2412
 FE2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0483071501(NAD 83)
 FE2412_MARKER: DS = TRIANGULATION STATION DISK
 FE2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2412_STAMPING: CROCKETT 1959
 FE2412_PROJECTION: FLUSH
 FE2412_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2412
 FE2412  HISTORY     - Date     Condition        Report By
 FE2412  HISTORY     - 1959     MONUMENTED       CGS
 FE2412  HISTORY     - 19961105 GOOD             USE
 FE2412
 FE2412                          STATION DESCRIPTION
 FE2412
 FE2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2412'THE STATION IS IN THE EASTERN EDGE OF CROCKETT MILLS, ON PROPERTY
 FE2412'OWNED BY MR. JOE CARTER. IT IS 108.7 FEET EAST OF THE SOUTHEAST
 FE2412'CORNER OF A PORCH, 76 FEET WEST OF A FENCE CORNER, 32 FEET SOUTH OF
 FE2412'THE CENTERLINE OF A DRIVEWAY AND 27 FEET EAST OF THE CENTERLINE OF
 FE2412'A DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT
 FE2412'1959.
 FE2412'
 FE2412'TO REACH THE STATION FROM THE HAMLET ROBERTSON SCHOOL IN CROCKETT
 FE2412'MILLS, GO EAST ON A PAVED ROAD FOR 0.35 MILE TO A CROSSROAD.
 FE2412'TURN LEFT, NORTH, ON PAVED ROAD AND GO 0.15 MILE TO A DRIVEWAY ON THE
 FE2412'LEFT. *TURN LEFT INTO DRIVE AND GO WEST FOR 0.05 MILE TO THE STATION
 FE2412'ON THE LEFT.
 FE2412'
 FE2412'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON PAVED
 FE2412'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2412'
 FE2412'REFERENCE MARK 1 IS 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2412'PORCH, 24 FEET SOUTHEAST OF A LARGE PINE TREE AND 1 FOOT NORTH OF A
 FE2412'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT NO 1
 FE2412'1959.
 FE2412'
 FE2412'REFERENCE MARK 2 IS 74 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2412'PORCH, 13 FEET SOUTHEAST OF A DRIVEWAY TO THE BARN, 10 FEET NORTH OF
 FE2412'THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTH OF A FENCE. THE
 FE2412'MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT NO 2 1959.
 FE2412'
 FE2412'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 FE2412'1 FOOT SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 FE2412'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT 1959.
 FE2412'
 FE2412'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2412
 FE2412                          STATION RECOVERY (1996)
 FE2412
 FE2412'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2412'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3513 ***********************************************************************
 GA3513  DESIGNATION -  CROCKETT 2
 GA3513  PID         -  GA3513
 GA3513  STATE/COUNTY-  TN/HAMBLEN
 GA3513  USGS QUAD   -  MORRISTOWN (1979)
 GA3513
 GA3513                         *CURRENT SURVEY CONTROL
 GA3513  ___________________________________________________________________
 GA3513* NAD 83(1995)-  36 13 40.89197(N)    083 19 57.61048(W)     ADJUSTED  
 GA3513* NAVD 88     -       594.9    (meters)    1952.     (feet)  VERTCON   
 GA3513  ___________________________________________________________________
 GA3513  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GA3513  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3513
 GA3513  HORZ ORDER  -  SECOND
 GA3513
 GA3513.The horizontal coordinates were established by classical geodetic methods
 GA3513.and adjusted by the National Geodetic Survey in April 1999..
 GA3513
 GA3513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3513
 GA3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3513
 GA3513.The geoid height was determined by GEOID03.
 GA3513
 GA3513;                    North         East     Units Scale Factor Converg.
 GA3513;SPC TN       -   213,483.960   839,765.695   MT  0.99997198   +1 33 41.6
 GA3513;SPC TN       -   700,405.29  2,755,131.28   sFT  0.99997198   +1 33 41.6
 GA3513;UTM  17      - 4,011,763.316   290,351.323   MT  1.00014158   -1 22 44.8
 GA3513
 GA3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3513!SPC TN       -   0.99991152  x   0.99997198  =   0.99988350
 GA3513!UTM  17      -   0.99991152  x   1.00014158  =   1.00005309
 GA3513
 GA3513:                Primary Azimuth Mark                     Grid Az
 GA3513:SPC TN       -  TIE                                      021 44 54.4
 GA3513:UTM  17      -  TIE                                      024 41 20.8
 GA3513
 GA3513|---------------------------------------------------------------------|
 GA3513| PID    Reference Object                     Distance      Geod. Az  |
 GA3513|                                                           dddmmss.s |
 GA3513| GA2134 TIE                                 APPROX.11.7 KM 0231836.0 |
 GA3513| DB9122 CROCKETT RM 1                        19.778 METERS 16729     |
 GA3513| DB9123 CROCKETT RM 2                        14.745 METERS 23225     |
 GA3513| GA3523 SCARCE                              APPROX.14.9 KM 3361130.9 |
 GA3513|---------------------------------------------------------------------|
 GA3513
 GA3513                          SUPERSEDED SURVEY CONTROL
 GA3513
 GA3513  NAD 83(1995)-  36 13 40.89595(N)    083 19 57.61365(W) AD(       ) 2
 GA3513  NAD 83(1995)-  36 13 40.90342(N)    083 19 57.60289(W) AD(       ) 2
 GA3513  NAD 83(1995)-  36 13 40.89734(N)    083 19 57.61355(W) AD(       ) 2
 GA3513  NAD 83(1986)-  36 13 40.89987(N)    083 19 57.61359(W) AD(       ) 2
 GA3513  NAD 27      -  36 13 40.56160(N)    083 19 57.99940(W) AD(       ) 2
 GA3513  NGVD 29 (07/19/86)  595.0    (m)         1952.     (f) VERT ANG       
 GA3513
 GA3513.Superseded values are not recommended for survey control.
 GA3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3513.See file dsdata.txt to determine how the superseded data were derived.
 GA3513
 GA3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9035111763(NAD 83)
 GA3513_MARKER: DS = TRIANGULATION STATION DISK
 GA3513_SETTING: 80 = SET IN A BOULDER
 GA3513_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3513
 GA3513  HISTORY     - Date     Condition        Report By
 GA3513  HISTORY     - 1965     MONUMENTED       CGS
 GA3513
 GA3513                          STATION DESCRIPTION
 GA3513
 GA3513'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GA3513'THE STATION IS LOCATED ON THE PROPERTY OF MR. I. F. MILLER ABOUT 2.5
 GA3513'MILES WEST-NORTHWEST OF
 GA3513'MORRISTOWN, 0.25 MILE NORTH OF AN ABANDONED FARM
 GA3513'HOUSE AND ON THE HIGH POINT AND NEAR
 GA3513'THE NORTHWEST EDGE OF A HIGH,
 GA3513'CLEARED KNOLL, KNOWN LOCALLY AS CROCKETT RIDGE.
 GA3513'
 GA3513'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND U.S.
 GA3513'HIGHWAY 25E IN
 GA3513'MORRISTOWN, GO WESTERLY ON U.S.  HIGHWAY 11E (THIS IS
 GA3513'W.  FIRST STREET), FOR 2.7 MILES
 GA3513'TO W.  ECONOMY ROAD ON THE RIGHT.
 GA3513'HERE TURN RIGHT AND GO NORTH ON W.  ECONOMY ROAD
 GA3513'FOR 0.9 MILE TO A T
 GA3513'JUNCTION WHERE E, ECONOMY ROAD GOES RIGHT AND A GRAVELED ROAD GOES
 GA3513'LEFT, TURN LEFT
 GA3513'AND GO WEST AND NORTH ON THE GRAVELED ROAD FOR 0.85
 GA3513'MILE TO A GRAVELED ROAD RIGHT JUST
 GA3513'AFTER PASSING A SMALL FRAME HOUSE
 GA3513'ON THE RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.9
 GA3513'MILE TO A TRACK ROAD SHARP RIGHT.  HERE TURN SHARP RIGHT AND GO
 GA3513'SOUTHERLY FOR 0.45
 GA3513'MILE TO A TRACK ROAD ON THE LEFT, TURN PASSING
 GA3513'THROUGH A WIRE GATE AND GO 0.15 MILE
 GA3513'TO AN ABANDONED FARM HOUSE, KEEP
 GA3513'LEFT ALONG THE NORTH SIDE OF THE FARM HOUSE AND GO EAST
 GA3513'AND NORTH ON
 GA3513'TRACK ROAD FOR 0.2 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT
 GA3513'AND GO WESTERLY ON
 GA3513'THIS DIM TRACK ROAD FOR 0.15 MILE TO THE SUMMIT OF
 GA3513'THE KNOLL AND THE STATION AS DESCRIBED.
 GA3513'
 GA3513'THE STATION IS ABOUT 150 YARDS NORTH OF A SMALL WHITE BUILDING
 GA3513'CONSTRUCTED OF CONCRETE
 GA3513'BLOCKS, 98 FEET SOUTH OF THE SOUTH EDGE OF A SUMAC THICKET
 GA3513'AND 2.0 FEET SOUTH OF A
 GA3513'METAL WITNESS POST AND SIGN.  (TVA).  IT IS A
 GA3513'STANDARD TRIANGULATION STATION DISK
 GA3513'CEMENTED IN A DRILL HOLE IN A
 GA3513'LARGE BOULDER THAT PROJECTS ABOUT 18 INCHES AND THE
 GA3513'DISK IS STAMPED CROCKETT 2 1963.
 GA3513'
 GA3513'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GA3513'DRILL HOLE IN A LARGE
 GA3513'ROCK OUTCROP WHICH PROJECTS ABOUT 24 INCHES AND THE
 GA3513'DISK IS STAMPED CROCKETT NO 1 1934.
 GA3513'
 GA3513'REFERENCE MARK NO. 2 IS 16 FEET EAST OF A NORTH-SOUTH FENCE.  IT IS A
 GA3513'STANDARD REFERENCE MARK
 GA3513'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GA3513'WHICH PROJECTS ABOUT 6 INCHES AND
 GA3513'THE DISK IS STAMPED CROCKETT NO 2 1934.
 GA3513'
 GA3513'TRAVERSE STATIONS SCARCE (THD) AND/OR TIE (THD) WILL SERVE AS THE
 GA3513'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2411 ***********************************************************************
 FE2411  DESIGNATION -  CROCKETT MILLS CUPOLA
 FE2411  PID         -  FE2411
 FE2411  STATE/COUNTY-  TN/CROCKETT
 FE2411  USGS QUAD   -  MAURY CITY (1981)
 FE2411
 FE2411                         *CURRENT SURVEY CONTROL
 FE2411  ___________________________________________________________________
 FE2411* NAD 83(1995)-  35 52 06.21870(N)    089 09 43.88326(W)     ADJUSTED  
 FE2411* NAVD 88     -                                                        
 FE2411  ___________________________________________________________________
 FE2411  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2411  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2411
 FE2411  HORZ ORDER  -  THIRD
 FE2411
 FE2411.The horizontal coordinates were established by classical geodetic methods
 FE2411.and adjusted by the National Geodetic Survey in April 1999..
 FE2411
 FE2411
 FE2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2411
 FE2411.The geoid height was determined by GEOID03.
 FE2411
 FE2411;                    North         East     Units Scale Factor Converg.
 FE2411;SPC TN       -   174,926.613   314,476.712   MT  0.99994858   -1 51 04.6
 FE2411;SPC TN       -   573,905.06  1,031,745.68   sFT  0.99994858   -1 51 04.6
 FE2411;UTM  16      - 3,971,510.372   304,789.060   MT  1.00006959   -1 16 02.2
 FE2411
 FE2411                          SUPERSEDED SURVEY CONTROL
 FE2411
 FE2411  NAD 83(1995)-  35 52 06.22311(N)    089 09 43.88535(W) AD(       ) 4
 FE2411  NAD 83(1986)-  35 52 06.23018(N)    089 09 43.88338(W) AD(       ) 4
 FE2411  NAD 27      -  35 52 05.96600(N)    089 09 43.63800(W) AD(       ) 3
 FE2411
 FE2411.Superseded values are not recommended for survey control.
 FE2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2411.See file dsdata.txt to determine how the superseded data were derived.
 FE2411
 FE2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0478971510(NAD 83)
 FE2411_MARKER: 86 = CUPOLA
 FE2411
 FE2411  HISTORY     - Date     Condition        Report By
 FE2411  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2411
 FE2411                          STATION DESCRIPTION
 FE2411
 FE2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2411'THE STATION IS THE FINIAL ATOP THE CUPOLA ON THE HOUSE OWNED BY MR.
 FE2411'JOE CARTER.  IT IS AT THE EASTERN EDGE OF CROCKETT MILLS.  THE
 FE2411'CUPOLA IS WHITE AND ABOUT 35 FEET HIGH.  THE HOUSE IS ON A SMALL HILL
 FE2411'WHICH MAKES THE CUPOLA RATHER PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2091 ***********************************************************************
 GA2091  DESIGNATION -  CROKITE
 GA2091  PID         -  GA2091
 GA2091  STATE/COUNTY-  TN/GREENE
 GA2091  USGS QUAD   -  MOHAWK (1980)
 GA2091
 GA2091                         *CURRENT SURVEY CONTROL
 GA2091  ___________________________________________________________________
 GA2091* NAD 83(1995)-  36 13 25.12743(N)    083 02 36.25763(W)     ADJUSTED  
 GA2091* NAVD 88     -       348.828  (meters)    1144.45   (feet)  ADJUSTED  
 GA2091  ___________________________________________________________________
 GA2091  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA2091  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA2091  DYNAMIC HT  -         348.507 (meters)    1143.39  (feet)  COMP
 GA2091  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA2091
 GA2091  HORZ ORDER  -  SECOND
 GA2091  VERT ORDER  -  SECOND    CLASS 0
 GA2091
 GA2091.The horizontal coordinates were established by classical geodetic methods
 GA2091.and adjusted by the National Geodetic Survey in April 1999..
 GA2091
 GA2091.The orthometric height was determined by differential leveling
 GA2091.and adjusted by the National Geodetic Survey in June 1991..
 GA2091
 GA2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2091
 GA2091.The geoid height was determined by GEOID03.
 GA2091
 GA2091.The dynamic height is computed by dividing the NAVD 88
 GA2091.geopotential number by the normal gravity value computed on the
 GA2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2091.degrees latitude (g = 980.6199 gals.).
 GA2091
 GA2091.The modeled gravity was interpolated from observed gravity values.
 GA2091
 GA2091;                    North         East     Units Scale Factor Converg.
 GA2091;SPC TN       -   213,745.366   865,774.781   MT  0.99997145   +1 43 51.3
 GA2091;SPC TN       -   701,262.92  2,840,462.76   sFT  0.99997145   +1 43 51.3
 GA2091;UTM  17      - 4,010,690.382   316,342.331   MT  1.00001561   -1 12 28.3
 GA2091
 GA2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2091!SPC TN       -   0.99995017  x   0.99997145  =   0.99992162
 GA2091!UTM  17      -   0.99995017  x   1.00001561  =   0.99996578
 GA2091
 GA2091:                Primary Azimuth Mark                     Grid Az
 GA2091:SPC TN       -  CROKITE AZ MK                            074 06 05.7
 GA2091:UTM  17      -  CROKITE AZ MK                            077 02 25.3
 GA2091
 GA2091|---------------------------------------------------------------------|
 GA2091| PID    Reference Object                     Distance      Geod. Az  |
 GA2091|                                                           dddmmss.s |
 GA2091| GA2092 CROKITE AZ MK                                      0754957.0 |
 GA2091| GA2089 CROKITE RM 1                         41.294 METERS 11007     |
 GA2091| GA2090 CROKITE RM 2                         38.969 METERS 18855     |
 GA2091|---------------------------------------------------------------------|
 GA2091
 GA2091                          SUPERSEDED SURVEY CONTROL
 GA2091
 GA2091  NAD 83(1995)-  36 13 25.13141(N)    083 02 36.26163(W) AD(       ) 2
 GA2091  NAD 83(1995)-  36 13 25.13913(N)    083 02 36.26591(W) AD(       ) 2
 GA2091  NAD 83(1995)-  36 13 25.13293(N)    083 02 36.26062(W) AD(       ) 2
 GA2091  NAD 83(1986)-  36 13 25.13569(N)    083 02 36.26100(W) AD(       ) 2
 GA2091  NAD 27      -  36 13 24.78500(N)    083 02 36.68160(W) AD(       ) 2
 GA2091  NGVD 29 (??/??/92)  348.990  (m)         1144.98   (f) ADJ UNCH    2 0
 GA2091
 GA2091.Superseded values are not recommended for survey control.
 GA2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2091.See file dsdata.txt to determine how the superseded data were derived.
 GA2091
 GA2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1634210690(NAD 83)
 GA2091_MARKER: DE = TRAVERSE STATION DISK
 GA2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2091_STAMPING: CROKITE 1961
 GA2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2091+STABILITY: SURFACE MOTION
 GA2091
 GA2091  HISTORY     - Date     Condition        Report By
 GA2091  HISTORY     - 1961     MONUMENTED       CGS
 GA2091  HISTORY     - 1961     GOOD             CGS
 GA2091  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2091  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2091
 GA2091                          STATION DESCRIPTION
 GA2091
 GA2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2091'THE STATION IS LOCATED 2 MILES NORTHEAST OF MOHAWK, 0.75 MILE
 GA2091'NORTHWEST OF MOHAWK
 GA2091'CROSSROAD AND 0.05 MILE WEST OF SUNRISE MISSIONERY CHURCH,
 GA2091'CLOSE TO THE PROPERTY
 GA2091'LINE OF MR. J.C.CROCKETT AND MR. P.M.KITE.
 GA2091'
 GA2091'TO REACH FROM MOHAWK CROSSROAD, 12 MILES NORTHWEST OF GREENEVILLE, ON
 GA2091'U.S.  HIGHWAY 11E, GO
 GA2091'NORTHWEST ON U.S.  HIGHWAY 11E FOR 0.8 MILES TO A T
 GA2091'ROAD LEFT, OPPOSITE THE SUNRISE
 GA2091'MISSIONERY CHURCH, TURN LEFT AND GO
 GA2091'0.05 MILE TO A T JUNCTION AND THE STATION STRAIGHT
 GA2091'AHEAD.
 GA2091'
 GA2091'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 GA2091'SQUARE CONCRETE MONUMENT
 GA2091'WHICH PROJECTS 2-INCHES AND IS STAMPED CROKITE 1961.  IT IS
 GA2091'42 FEET SOUTHEAST OF A
 GA2091'POWER LINE POLE, 25 FEET SOUTH OF THE CENTER
 GA2091'OF A GRAVEL ROAD, 3.9 FEET SOUTHWEST OF A
 GA2091'METAL WITNESS SIGN AND 1
 GA2091'FOOT WEST OF A PROPERTY LINE FENCE.
 GA2091'
 GA2091'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GA2091'CONCRETE POST WHICH IS
 GA2091'FLUSH AND IS STAMPED CROKITE NO 1 1961.  IT IS 27 FEET
 GA2091'SOUTH OF THE CENTER OF A GRAVEL
 GA2091'ROAD, 11 FEET SOUTH OF A WIRE FENCE
 GA2091'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GA2091'
 GA2091'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GA2091'POST WHICH PROJECTS 1-INCH
 GA2091'AND IS STAMPED CROKITE NO 2 1961.  IT IS 2 FEET WEST
 GA2091'OF A WIRE FENCE AND ABOUT THE SAME
 GA2091'ELEVATION AS THE STATION.
 GA2091'
 GA2091'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GA2091'WHICH PROJECTS
 GA2091'1-INCH AND IS STAMPED CROKITE 1961.  IT IS 50 FEET WEST OF
 GA2091'THE NORTHWEST CORNER OF A
 GA2091'WHITE HOUSE, 6 FEET WEST OF THE NORTH GATE
 GA2091'POST AT YARD ENTRANCE, 2.6 FEET SOUTHEAST OF
 GA2091'A METAL WITNESS SIGN AND
 GA2091'2 FEET SOUTH OF A WIRE FENCE.
 GA2091'
 GA2091'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 GA2091'0.05 MILE TO THE JUNCTION OF
 GA2091'U.S. HIGHWAY 11E, TURN RIGHT, SOUTHEAST, GO 0.2 MILES
 GA2091'TO A FARM LANE TO THE LEFT, NORTH,
 GA2091'TURN LEFT AND GO 0.1 MILE TO A
 GA2091'YARD FENCE AND THE MARK TO THE LEFT OF THE GATE.
 GA2091'
 GA2091'HEIGHT OF LIGHT ABOVE STATION MARK 30.20 METERS.
 GA2091
 GA2091                          STATION RECOVERY (1961)
 GA2091
 GA2091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2091'0.8 MI NW FROM MOHAWK CROSSROADS.
 GA2091'TO REACH FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES NORTHWEST
 GA2091'OF GREENEVILLE), GO 0.8 MILES NORTHWEST OF U.S. HIGHWAY 11E TO A T
 GA2091'ROAD LEFT, OPPOSITE THE SUNRISE MISSIONERY CHURCH, TURN LEFT AND
 GA2091'GO 0.05 MILE TO A T JUNCTION AND THE STATION STRAIGHT AHEAD.  THE
 GA2091'STATION MARK IS 42 FT. SOUTHEAST OF A POWER LINE POLE, 25 FT.
 GA2091'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.9 FT. SOUTHWEST OF A
 GA2091'WITNESS SIGN, AND 1 FT. WEST OF A PROPERTY LINE FENCE.  THE DISK
 GA2091'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT
 GA2091'LEVEL WITH THE ROAD.
 GA2091
 GA2091                          STATION RECOVERY (1980)
 GA2091
 GA2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2091'NONE OF THE MARKS WERE FOUND AND ARE ASSUMED DESTROYED BY INTERSTATE
 GA2091'HIGHWAY CONSTRUCTION.
 GA2091
 GA2091                          STATION RECOVERY (1980)
 GA2091
 GA2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2092 ***********************************************************************
 GA2092  DESIGNATION -  CROKITE AZ MK
 GA2092  PID         -  GA2092
 GA2092  STATE/COUNTY-  TN/GREENE
 GA2092  USGS QUAD   -  MOHAWK (1980)
 GA2092
 GA2092                         *CURRENT SURVEY CONTROL
 GA2092  ___________________________________________________________________
 GA2092* NAD 83(1986)-  36 13 28.     (N)    083 02 16.     (W)     SCALED    
 GA2092* NAVD 88     -       350.647  (meters)    1150.41   (feet)  ADJUSTED  
 GA2092  ___________________________________________________________________
 GA2092  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA2092  DYNAMIC HT  -         350.323 (meters)    1149.35  (feet)  COMP
 GA2092  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 GA2092
 GA2092  VERT ORDER  -  SECOND    CLASS 0
 GA2092
 GA2092.The horizontal coordinates were scaled from a topographic map and have
 GA2092.an estimated accuracy of +/- 6 seconds.
 GA2092
 GA2092.The orthometric height was determined by differential leveling
 GA2092.and adjusted by the National Geodetic Survey in June 1991..
 GA2092
 GA2092.The geoid height was determined by GEOID03.
 GA2092
 GA2092.The dynamic height is computed by dividing the NAVD 88
 GA2092.geopotential number by the normal gravity value computed on the
 GA2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2092.degrees latitude (g = 980.6199 gals.).
 GA2092
 GA2092.The modeled gravity was interpolated from observed gravity values.
 GA2092
 GA2092;                    North         East    Units  Estimated Accuracy
 GA2092;SPC TN       -   213,850.      866,280.      MT  (+/- 180 meters Scaled)
 GA2092
 GA2092                          SUPERSEDED SURVEY CONTROL
 GA2092
 GA2092  NGVD 29 (??/??/92)  350.808  (m)         1150.94   (f) ADJ UNCH    2 0
 GA2092
 GA2092.Superseded values are not recommended for survey control.
 GA2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2092.See file dsdata.txt to determine how the superseded data were derived.
 GA2092
 GA2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA168107(NAD 83)
 GA2092_MARKER: DZ = AZIMUTH MARK DISK
 GA2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2092_STAMPING: CROKITE 1961
 GA2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2092+STABILITY: SURFACE MOTION
 GA2092
 GA2092  HISTORY     - Date     Condition        Report By
 GA2092  HISTORY     - 1961     MONUMENTED       CGS
 GA2092
 GA2092                          STATION DESCRIPTION
 GA2092
 GA2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2092'0.7 MI NW FROM MOHAWK CROSSROADS.
 GA2092'TO REACH FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES NORTHWEST
 GA2092'OF GREENEVILLE ON U.S. HIGHWAY 11E), GO 0.6 MILE NORTHWEST ON
 GA2092'U.S. HIGHWAY 11E TO A PRIVATE DRIVE LEADING NORTH, THEN GO 0.1
 GA2092'MILE NORTH ON THE PRIVATE DRIVE.  THE AZIMUTH MARK IS 50 FT. WEST
 GA2092'OF THE NORTHWEST CORNER OF A HOUSE, 6 FT. WEST OF THE NORTH GATE
 GA2092'POST AT YARD ENTRANCE, 2.6 FT. SOUTHEAST OF A WITNESS SIGN AND
 GA2092'2 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2092'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2089 ***********************************************************************
 GA2089  DESIGNATION -  CROKITE RM 1
 GA2089  PID         -  GA2089
 GA2089  STATE/COUNTY-  TN/GREENE
 GA2089  USGS QUAD   -  MOHAWK (1980)
 GA2089
 GA2089                         *CURRENT SURVEY CONTROL
 GA2089  ___________________________________________________________________
 GA2089* NAD 83(1986)-  36 13 24.     (N)    083 02 36.     (W)     SCALED    
 GA2089* NAVD 88     -       348.723  (meters)    1144.10   (feet)  ADJUSTED  
 GA2089  ___________________________________________________________________
 GA2089  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA2089  DYNAMIC HT  -         348.401 (meters)    1143.05  (feet)  COMP
 GA2089  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA2089
 GA2089  VERT ORDER  -  SECOND    CLASS 0
 GA2089
 GA2089.The horizontal coordinates were scaled from a topographic map and have
 GA2089.an estimated accuracy of +/- 6 seconds.
 GA2089
 GA2089.The orthometric height was determined by differential leveling
 GA2089.and adjusted by the National Geodetic Survey in June 1991..
 GA2089
 GA2089.The geoid height was determined by GEOID03.
 GA2089
 GA2089.The dynamic height is computed by dividing the NAVD 88
 GA2089.geopotential number by the normal gravity value computed on the
 GA2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2089.degrees latitude (g = 980.6199 gals.).
 GA2089
 GA2089.The modeled gravity was interpolated from observed gravity values.
 GA2089
 GA2089;                    North         East    Units  Estimated Accuracy
 GA2089;SPC TN       -   213,710.      865,780.      MT  (+/- 180 meters Scaled)
 GA2089
 GA2089                          SUPERSEDED SURVEY CONTROL
 GA2089
 GA2089  NGVD 29 (??/??/92)  348.884  (m)         1144.63   (f) ADJ UNCH    2 0
 GA2089
 GA2089.Superseded values are not recommended for survey control.
 GA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2089.See file dsdata.txt to determine how the superseded data were derived.
 GA2089
 GA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA163106(NAD 83)
 GA2089_MARKER: DR = REFERENCE MARK DISK
 GA2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2089_STAMPING: CROKITE NO 1 1961
 GA2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2089+STABILITY: SURFACE MOTION
 GA2089
 GA2089  HISTORY     - Date     Condition        Report By
 GA2089  HISTORY     - 1961     MONUMENTED       CGS
 GA2089  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2089
 GA2089                          STATION DESCRIPTION
 GA2089
 GA2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2089'0.8 MI NW FROM MOHAWK CROSSROADS.
 GA2089'THIS MARK IS LOCATED AT THE CROKITE 1961 STATION SITE, 135.5 FT.
 GA2089'SOUTHEAST OF THE STATION MARK, 27 FT. SOUTH OF THE CENTER OF A
 GA2089'GRAVELED ROAD, AND 11 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET
 GA2089'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- FOR DESCR.
 GA2089'SEE STATION CROKITE.
 GA2089
 GA2089                          STATION RECOVERY (1980)
 GA2089
 GA2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2090 ***********************************************************************
 GA2090  DESIGNATION -  CROKITE RM 2
 GA2090  PID         -  GA2090
 GA2090  STATE/COUNTY-  TN/GREENE
 GA2090  USGS QUAD   -  MOHAWK (1980)
 GA2090
 GA2090                         *CURRENT SURVEY CONTROL
 GA2090  ___________________________________________________________________
 GA2090* NAD 83(1986)-  36 13 24.     (N)    083 02 36.     (W)     SCALED    
 GA2090* NAVD 88     -       348.772  (meters)    1144.26   (feet)  ADJUSTED  
 GA2090  ___________________________________________________________________
 GA2090  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA2090  DYNAMIC HT  -         348.451 (meters)    1143.21  (feet)  COMP
 GA2090  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA2090
 GA2090  VERT ORDER  -  SECOND    CLASS 0
 GA2090
 GA2090.The horizontal coordinates were scaled from a topographic map and have
 GA2090.an estimated accuracy of +/- 6 seconds.
 GA2090
 GA2090.The orthometric height was determined by differential leveling
 GA2090.and adjusted by the National Geodetic Survey in June 1991..
 GA2090
 GA2090.The geoid height was determined by GEOID03.
 GA2090
 GA2090.The dynamic height is computed by dividing the NAVD 88
 GA2090.geopotential number by the normal gravity value computed on the
 GA2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2090.degrees latitude (g = 980.6199 gals.).
 GA2090
 GA2090.The modeled gravity was interpolated from observed gravity values.
 GA2090
 GA2090;                    North         East    Units  Estimated Accuracy
 GA2090;SPC TN       -   213,710.      865,780.      MT  (+/- 180 meters Scaled)
 GA2090
 GA2090                          SUPERSEDED SURVEY CONTROL
 GA2090
 GA2090  NGVD 29 (??/??/92)  348.934  (m)         1144.79   (f) ADJ UNCH    2 0
 GA2090
 GA2090.Superseded values are not recommended for survey control.
 GA2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2090.See file dsdata.txt to determine how the superseded data were derived.
 GA2090
 GA2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA163106(NAD 83)
 GA2090_MARKER: DR = REFERENCE MARK DISK
 GA2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2090_STAMPING: CROKITE NO 2 1961
 GA2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2090+STABILITY: SURFACE MOTION
 GA2090
 GA2090  HISTORY     - Date     Condition        Report By
 GA2090  HISTORY     - 1961     MONUMENTED       CGS
 GA2090  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2090
 GA2090                          STATION DESCRIPTION
 GA2090
 GA2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2090'0.8 MI NW FROM MOHAWK CROSSROADS.
 GA2090'THIS MARK IS LOCATED AT THE CROKITE 1961 STATION SITE, 128 FT.
 GA2090'SOUTH OF THE STATION MARK AND 2 FT. WEST OF A WIRE FENCE.  THE
 GA2090'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH AND IS
 GA2090'ABOUT THE SAME ELEVATION AS THE STATION.  NOTE-- FOR DESCR. SEE
 GA2090'STATION CROKITE.
 GA2090
 GA2090                          STATION RECOVERY (1980)
 GA2090
 GA2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0385 ***********************************************************************
 EE0385  DESIGNATION -  CROSS AZ MK
 EE0385  PID         -  EE0385
 EE0385  STATE/COUNTY-  TN/HAMILTON
 EE0385  USGS QUAD   -  HOOKER (1982)
 EE0385
 EE0385                         *CURRENT SURVEY CONTROL
 EE0385  ___________________________________________________________________
 EE0385* NAD 83(1986)-  34 59 01.     (N)    085 27 44.     (W)     SCALED    
 EE0385* NAVD 88     -       282.442  (meters)     926.65   (feet)  ADJUSTED  
 EE0385  ___________________________________________________________________
 EE0385  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0385  DYNAMIC HT  -         282.166 (meters)     925.74  (feet)  COMP
 EE0385  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 EE0385
 EE0385  VERT ORDER  -  FIRST     CLASS II
 EE0385
 EE0385.The horizontal coordinates were scaled from a topographic map and have
 EE0385.an estimated accuracy of +/- 6 seconds.
 EE0385
 EE0385.The orthometric height was determined by differential leveling
 EE0385.and adjusted by the National Geodetic Survey in June 1991..
 EE0385
 EE0385.The geoid height was determined by GEOID03.
 EE0385
 EE0385.The dynamic height is computed by dividing the NAVD 88
 EE0385.geopotential number by the normal gravity value computed on the
 EE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0385.degrees latitude (g = 980.6199 gals.).
 EE0385
 EE0385.The modeled gravity was interpolated from observed gravity values.
 EE0385
 EE0385;                    North         East    Units  Estimated Accuracy
 EE0385;SPC TN       -    72,290.      649,110.      MT  (+/- 180 meters Scaled)
 EE0385
 EE0385                          SUPERSEDED SURVEY CONTROL
 EE0385
 EE0385  NGVD 29 (??/??/92)  282.448  (m)          926.66   (f) ADJ UNCH    1 2
 EE0385
 EE0385.Superseded values are not recommended for survey control.
 EE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0385.See file dsdata.txt to determine how the superseded data were derived.
 EE0385
 EE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD403723(NAD 83)
 EE0385_MARKER: DZ = AZIMUTH MARK DISK
 EE0385_SETTING: 66 = SET IN ROCK OUTCROP
 EE0385_SP_SET: BEDROCK
 EE0385_STAMPING: CROSS 1962
 EE0385_MARK LOGO: CGS   
 EE0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0385+STABILITY: POSITION/ELEVATION WELL
 EE0385
 EE0385  HISTORY     - Date     Condition        Report By
 EE0385  HISTORY     - 1962     MONUMENTED       CGS
 EE0385  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0385
 EE0385                          STATION DESCRIPTION
 EE0385
 EE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0385'6.2 MI SW FROM WAUHATCHIE.
 EE0385'TO REACH THE MARK FROM THE RAILROAD CONTROL TOWER AT WAUHATCHIE
 EE0385'GO SOUTHWEST ON THE NASHVILLE, CHATTANOOGE, AND ST. LOUIS
 EE0385'RAILWAY FOR 6.2 MILES TO A POINT 0.15 MILE NORTHWEST OF THE
 EE0385'GEORGIA-TENNESSEE STATE LINE AND THE MARK SET BETWEEN THE
 EE0385'RAILROAD AND TENNESSEE STATE HIGHWAY 134, 35 FEET SOUTHWEST
 EE0385'OF TELEPHONE POLE NUMBER 4233, 50 FEET SOUTH OF THE TRACK,
 EE0385'37 FEET NORTH OF THE CENTER OF STATE HIGHWAY 134, AND ABOUT
 EE0385'10 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD AZIMUTH
 EE0385'MARK DISK DRILLED IN BEDROCK AND ABOUT 25 FEET BELOW THE LEVEL
 EE0385'OF THE TRACK.
 EE0385
 EE0385                          STATION RECOVERY (1983)
 EE0385
 EE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0385'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2556 ***********************************************************************
 GB2556  DESIGNATION -  CROSS RESET
 GB2556  PID         -  GB2556
 GB2556  STATE/COUNTY-  TN/ANDERSON
 GB2556  USGS QUAD   -  LAKE CITY (1973)
 GB2556
 GB2556                         *CURRENT SURVEY CONTROL
 GB2556  ___________________________________________________________________
 GB2556* NAD 83(1995)-  36 11 53.26406(N)    084 13 50.09804(W)     ADJUSTED  
 GB2556* NAVD 88     -      1077.4    (meters)    3535.     (feet)  VERTCON   
 GB2556  ___________________________________________________________________
 GB2556  X           -     518,096.170 (meters)                     COMP
 GB2556  Y           -  -5,127,784.150 (meters)                     COMP
 GB2556  Z           -   3,746,573.786 (meters)                     COMP
 GB2556  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 GB2556  ELLIP HEIGHT-        1047.47  (meters)          (04/12/99) GPS OBS
 GB2556  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GB2556
 GB2556  HORZ ORDER  -  FIRST
 GB2556  ELLP ORDER  -  FOURTH    CLASS I
 GB2556
 GB2556.The horizontal coordinates were established by GPS observations
 GB2556.and adjusted by the National Geodetic Survey in April 1999..
 GB2556
 GB2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2556
 GB2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2556
 GB2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2556
 GB2556.The ellipsoidal height was determined by GPS observations
 GB2556.and is referenced to NAD 83.
 GB2556
 GB2556.The geoid height was determined by GEOID03.
 GB2556
 GB2556;                    North         East     Units Scale Factor Converg.
 GB2556;SPC TN       -   208,337.591   759,123.490   MT  0.99996853   +1 02 09.2
 GB2556;SPC TN       -   683,520.91  2,490,557.65   sFT  0.99996853   +1 02 09.2
 GB2556;UTM  16      - 4,009,479.851   749,004.730   MT  1.00036403   +1 38 11.0
 GB2556
 GB2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2556!SPC TN       -   0.99983563  x   0.99996853  =   0.99980417
 GB2556!UTM  16      -   0.99983563  x   1.00036403  =   1.00019960
 GB2556
 GB2556|---------------------------------------------------------------------|
 GB2556| PID    Reference Object                     Distance      Geod. Az  |
 GB2556|                                                           dddmmss.s |
 GB2556| DB9127 CROSS RM 1                            1.988 METERS 00139     |
 GB2556| DB9126 CROSS RM                                           01149     |
 GB2556| GB2535 WALNUT                              APPROX.24.0 KM 0115016.0 |
 GB2556| DB9125 CROSS AZ MK RESET                                  0301213.8 |
 GB2556| DB9132 CROSS RP E                            1.905 METERS 09106     |
 GB2556| DB9124 CROSS AZ MK                                        1163620.9 |
 GB2556| FB2657 KNOXVILLE COLLEGE CUPOLA            APPROX.38.3 KM 1340831.2 |
 GB2556| DB9129 CROSS RM 3                           28.740 METERS 14613     |
 GB2556| DB9130 CROSS RM 4                           28.650 METERS 14628     |
 GB2556| DB9133 CROSS RP S                            1.920 METERS 18207     |
 GB2556| DB9131 CROSS RM 5                           11.049 METERS 23625     |
 GB2556| DB9128 CROSS RM 2                            1.969 METERS 26950     |
 GB2556|---------------------------------------------------------------------|
 GB2556
 GB2556                          SUPERSEDED SURVEY CONTROL
 GB2556
 GB2556  NAD 83(1995)-  36 11 53.26691(N)    084 13 50.10336(W) AD(       ) 1
 GB2556  ELLIP H (09/07/90) 1047.40   (m)                       GP(       ) 4 1
 GB2556  NAD 83(1986)-  36 11 53.27503(N)    084 13 50.09908(W) AD(       ) 1
 GB2556  NAD 27      -  36 11 53.00440(N)    084 13 50.37010(W) AD(       ) 1
 GB2556  NGVD 29 (09/07/90) 1077.5    (m)         3535.     (f) GPS OBS        
 GB2556
 GB2556.Superseded values are not recommended for survey control.
 GB2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2556.See file dsdata.txt to determine how the superseded data were derived.
 GB2556
 GB2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4900509480(NAD 83)
 GB2556_MARKER: X = CHISELED CROSS
 GB2556_SETTING: 0 = UNSPECIFIED SETTING
 GB2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2556+SATELLITE: SATELLITE OBSERVATIONS - 1987
 GB2556
 GB2556  HISTORY     - Date     Condition        Report By
 GB2556  HISTORY     - 1935     MONUMENTED       CGS
 GB2556  HISTORY     - 1934     GOOD             CGS
 GB2556  HISTORY     - 1935     GOOD             CGS
 GB2556  HISTORY     - 1961     GOOD             CGS
 GB2556  HISTORY     - 1964     GOOD             TNHD
 GB2556  HISTORY     - 1973     POOR             TVA
 GB2556  HISTORY     - 1975     SEE DESCRIPTION  NGS
 GB2556  HISTORY     - 1987     SEE DESCRIPTION  AEROS
 GB2556
 GB2556                          STATION DESCRIPTION
 GB2556
 GB2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB2556'STATION IS ABOUT 7 MILES S OF CARYVILLE, ABOUT 4 MILES SW OF COAL
 GB2556'CREEK, ABOUT 3
 GB2556'MILES NW OF BRICEVILLE, NEAR ANDERSON AND CAMPBELL
 GB2556'COUNTY LINE, ON CROSS MOUNTAIN,
 GB2556'AND IN OLD FIELD CALLED VOWELL FIELD.
 GB2556'TO REACH FROM JUNCTION OF BRICEVILLE ROAD AND U.S.
 GB2556'ROUTE 25W AT COAL
 GB2556'CREEK, GO SW 0.6 MILE ON BRICEVILLE ROAD, TURN RIGHT, GO 0.2 MILE,
 GB2556'TURN LEFT AT
 GB2556'RAILROAD CROSSING, GO 100 YARDS, CROSS RAILROAD TRACKS,
 GB2556'AND FOLLOW ROAD UP MOUNTAIN.
 GB2556'CAR CAN BE DRIVED UP CROSS MOUNTAIN 4.2
 GB2556'MILES.  FROM HERE FOLLOW TRAIL ABOUT 3 MILES TO
 GB2556'MOUNTAIN TOP AND STATION SITE.
 GB2556'
 GB2556'SURFACE MARK IS DRILL HOLE AT INTERSECTION OF N-S AND E-W GROOVES,
 GB2556'SURROUNDED BY
 GB2556'LETTERS U.S.C.S.  CUT IN TOP OF SANDSTONE, 15 INCHES
 GB2556'SQUARE BY 2-3/4 FEET LONG, WITH
 GB2556'TOP PROJECTING ABOUT 4 INCHES.
 GB2556'
 GB2556'UNDERGROUND MARK IS CENTER OF MOUTH OF INK JUG, ABOUT 3 FEET BELOW
 GB2556'SURFACE OF GROUND.
 GB2556'
 GB2556'REFERENCE MARKS ARE DRILL HOLES AND ARROW HEADS IN SANDSTONES SIMILAR
 GB2556'TO SURFACE MARK,
 GB2556'AND ARE 2 METERS (7 FEET) N, E, S, AND W FROM STATION.
 GB2556
 GB2556                          STATION RECOVERY (1935)
 GB2556
 GB2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2556'THE STATION WAS RECOVERED IN GOOD CONDITION AS FOLLOWS- THE STATION
 GB2556'IS ON THE HIGHEST
 GB2556'PART OF CLEARED GRASSY KNOB, ABOUT 1/4 MILE S OF
 GB2556'JAKE WILSONS HOUSE.  THE STATION
 GB2556'MARK IS A STANDARD DISK SET IN THE
 GB2556'TOP OF THE OLD SAND STONE ROCK WHICH PREVIOUSLY
 GB2556'MARKED THE STATION.
 GB2556'THE ROCK HAS N-S AND E-W LINES MARKED ON TOP OF IT.  THE
 GB2556'INTERSECTION OF
 GB2556'THESE LINES MARKED THE STATION AND THE BRONZE DISK WAS SET IN THE
 GB2556'INTERSECTION.  THE
 GB2556'STONE IS ABOUT 10 BY 16 INCHES ON TOP AND PROJECTS
 GB2556'ABOUT 8 INCHES ABOVE THE SURFACE, AND
 GB2556'BEARS THE LETTERS U.S.C.S.  IT
 GB2556'IS ABOUT 50 FEET N OF THE S EDGE OF FIELD.  THERE ARE
 GB2556'FOUR OLD
 GB2556'REFERENCE MARKS, TWO OF WHICH WERE REMARKED WITH STANDARD DISKS.
 GB2556'THESE MARKS WERE
 GB2556'SAND STONE POSTS, WITH ARROWS CUT IN THE STONE AND
 GB2556'POINTING TO THE STATION.
 GB2556'
 GB2556'REFERENCE MARK NO. 1 IS N OF THE STATION.  IT IS A STANDARD BRONZE
 GB2556'DISK SET IN THE
 GB2556'TOP OF THE OLD N REFERENCE STONE WHICH IS 6 BY 8
 GB2556'INCHES AND PROTRUDES ABOUT 4 INCHES.
 GB2556'
 GB2556'REFERENCE MARK NO.2 IS W OF THE STATION.  IT IS A STANDARD BRONZE
 GB2556'DISK SET IN THE
 GB2556'OLD W REFERENCE STONE WHICH IS 5 BY 8 INCHES AND
 GB2556'PROJECTS ABOUT 4 INCHES.
 GB2556'
 GB2556'AZIMUTH MARK IS ESE OF THE STATION AT THE EDGE OF CLEARING.  IT IS A
 GB2556'STANDARD DISK SET
 GB2556'IN THE TOP OF A 6-BY 8-INCH ROCK, WHICH IS FLUSH
 GB2556'WITH THE GROUND.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE POST OFFICE IN COAL CREEK, TENNESSEE,
 GB2556'GO N ON U.S.
 GB2556'HIGHWAY 25W FOR 0.05 MILE TO A T-STREET, LEFT, ALONG
 GB2556'THE S SIDE OF THE FIRST NATIONAL
 GB2556'BANK.  TURN LEFT AND GO 0.05 MILE TO
 GB2556'RAILROAD TRACKS.  CROSS TRACKS AND GO 0.65 MILE TO
 GB2556'A Y RIGHT, DOWN
 GB2556'HILL.  TURN RIGHT AND GO 0.1 MILE TO T-ROAD, LEFT, JUST E OF RAILROAD
 GB2556'TRACKS.  TURN LEFT
 GB2556'AND GO 0.05 MILE ALONG RAILROAD TRACKS TO RAILROAD
 GB2556'CROSSING.  CROSS TRACKS AND TAKE
 GB2556'RIGHT FORK (NEW GRADED ROAD) AND GO
 GB2556'UP HILL FOR 4.2 MILES TO END OF NEW ROAD AND END OF
 GB2556'TRUCK TRAVEL.
 GB2556'TAKE PATH TO LEFT WHICH RUNS INTO OLD WAGON ROAD IN ABOUT 200 YARDS
 GB2556'AND FOLLOW SAID
 GB2556'ROAD FOR 2-1/2 MILES (KEEPING STRAIGHT AT CROSS
 GB2556'TRAILS JUST BEYOND CHURCH AND LEFT
 GB2556'AT FORKS ABOUT 1/4 MILE BEYOND
 GB2556'CROSS TRAILS) TO JAKE WILSONS HOUSE.  HERE TURN LEFT
 GB2556'AND GO ABOUT 1/4
 GB2556'MILE TO TOP OF KNOB AND STATION.
 GB2556'
 GB2556'NOTE- A 4-FOOT INSTRUMENT STAND WAS USED AND WILL CLEAR ALL LINES
 GB2556'EXCEPT TO CAPUCHIN
 GB2556'WHICH WAS PARTIALLY BLOCKED BY A RIDGE ABOUT 6
 GB2556'MILES DISTANT.  A 15-FOOT STAND WILL
 GB2556'CLEAR THE LINE TO CAPUCHIN.
 GB2556'
 GB2556'NOTE- THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 SHOULD BE
 GB2556'STAMPED 1891 AS
 GB2556'WELL AS 1935.  THE ORIGINAL DATE WAS NOT KNOWN AT THE
 GB2556'TIME THE STATION WAS REMARKED.
 GB2556
 GB2556                          STATION RECOVERY (1961)
 GB2556
 GB2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2556'THE STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD
 GB2556'CONDITION.  THE
 GB2556'AZIMUTH MARK AND REFERENCE MARK NO.  2 WERE SEARCHED
 GB2556'FOR AND NOT FOUND.  REFERENCE MARK
 GB2556'NO.  3 AND RESET AZIMUTH WERE
 GB2556'ESTABLISHED.  A NEW DESCRIPTION OF THE STATION FOLLOWS.
 GB2556'
 GB2556'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN THE
 GB2556'TOP OF A 5-INCH SQUARE
 GB2556'SANDSTONE BLOCK WHICH PROJECTS 4 INCHES.  THE DISK
 GB2556'IS STAMPED CROSS 1935.  THE STATION
 GB2556'IS 52.3 FEET SOUTH OF THE
 GB2556'APPROXIMATE CENTER OF A BLACK TOP ROAD AND 46.4 FEET
 GB2556'EAST OF THE
 GB2556'APPROXIMATE CENTER OF A BLACK TOP ROAD.
 GB2556'
 GB2556'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 GB2556'THE TOP OF A 6-INCH
 GB2556'SQUARE SANDSTONE BLOCK WHICH PROJECTS 2 INCHES.  THE
 GB2556'DISK IS STAMPED CROSS NO 1 1935.
 GB2556'
 GB2556'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A DRILLED HOLE OF A
 GB2556'CONCRETE SIDEWALK, AND
 GB2556'IS 3.6 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 GB2556'BUILDING.  THE DISK IS STAMPED
 GB2556'CROSS NO 3 1935.
 GB2556'
 GB2556'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A ELEVEN INCH
 GB2556'SQUARE CONCRETE BLOCK
 GB2556'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 60 FEET
 GB2556'WEST OF A GRAVELED DRIVEWAY.  THE
 GB2556'DISK IS STAMPED CROSS 1935 RESET 1961.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2556'HIGHWAY 116 IN THE
 GB2556'NORTHERN SECTION OF LAKE CITY, GO SOUTHWEST ON STATE
 GB2556'HIGHWAY 116 FOR 0.6 MILE TO A
 GB2556'FORK, TURN RIGHT AND GO DOWN HILL FOR
 GB2556'0.15 MILE TO A SIDE ROAD LEFT.
 GB2556'
 GB2556'(THIS POINT IS JUST BEFORE THE MAIN ROAD CROSSES A RAILROAD TRACK.)
 GB2556'TURN LEFT AND GO 0.05 MILE
 GB2556'TO RAILROAD CROSSING, CONTINUE ON FOR 2.5 MILES TO
 GB2556'AN OLD CHURCH AND CEMETERY ON THE
 GB2556'LEFT, CONTINUE STRAIGHT AHEAD FOR
 GB2556'0.8 MILE TO A CROSSROAD AND THE VOWELL SCHOOL ON THE
 GB2556'LEFT, CONTINUE
 GB2556'STRAIGHT AHEAD FOR 2.0 MILES TO A ROAD FORK, TURN RIGHT AND GO 1.0
 GB2556'MILES TO A LOCKED
 GB2556'GATE, PASS THROUGH GATE AND FOLLOW BLACK TOP ROAD
 GB2556'FOR 0.1 MILE TO THE SUMMIT OF HILL
 GB2556'AND STATION AS DESCRIBED.
 GB2556'
 GB2556'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2556
 GB2556                          STATION RECOVERY (1964)
 GB2556
 GB2556'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2556'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GB2556'DESCRIBED.  DISTANCES
 GB2556'AND DIRECTIONS WERE TAKEN AND DID CHECK THE 1961
 GB2556'DESCRIPTION WITH THE
 GB2556'EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO.
 GB2556'3 WHICH SHOWED A SLIGHT DISCREPANCY.
 GB2556'DUE TO STRIP-MINING IN THE
 GB2556'AREA, SOME ROADS HAVE BEEN CHANGED.  A NEW TO REACH FOLLOWS.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE SCHOOL IN BRICEVILLE, GO NORTH FOR 1.05
 GB2556'MILES TO A SIDE ROAD LEFT,
 GB2556'TURN LEFT, UP HILL, AND GO 2.7 MILES TO A T ROAD
 GB2556'RIGHT, KEEP STRAIGHT AHEAD AND GO
 GB2556'0.95 MILE TO A Y, KEEP LEFT AND GO
 GB2556'0.25 MILE TO A SIDE ROAD RIGHT, TURN SHARP RIGHT AND
 GB2556'GO 1.0 MILE TO
 GB2556'WHERE THE ROAD HAS SEVERAL FORKS, TAKE FORK LEADING UP HILL AND GO
 GB2556'0.8 MILE TO A T
 GB2556'ROAD, TURN LEFT AND GO 0.1 MILE TO A REVERSE Y, TURN
 GB2556'SHARP RIGHT AND GO 0.15 MILE TO
 GB2556'THE HIGHEST POINT AT AN ABANDONED
 GB2556'RADAR STATION AND THE STATION ON THE LEFT.
 GB2556'
 GB2556'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GB2556
 GB2556                          STATION RECOVERY (1973)
 GB2556
 GB2556'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB2556'CROSS RECOVERED IN FAIR CONDITION.
 GB2556'
 GB2556'ROCK SET IN PLACE AS DESCRIBED WITH MARKINGS AS DESCRIBED.  CAP IS
 GB2556'BROKEN OUT BUT STEM IS STILL IN PLACE.  CAN BE USED FOR POSITION.
 GB2556'REF. NO. 1 FOUND IN GOOD CONDITION.
 GB2556'REF. NO. 2 NOT FOUND.
 GB2556'REF. NO. 3 FOUND BUT CAP HAS BEEN BROKEN OUT, STEM IS STILL IN
 GB2556'SIDEWALK.  BLDG THAT IT IS REF. FROM HAS BEEN TORN DOWN BUT
 GB2556'FOUNDATION IS STILL IN.
 GB2556'
 GB2556'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 7 MI. SOUTH OF
 GB2556'CADYVILLE.
 GB2556
 GB2556                          STATION RECOVERY (1975)
 GB2556
 GB2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GB2556'REFERENCE MARK 1 AND THE 1961 AZIMUTH MARK WERE FOUND IN GOOD
 GB2556'CONDITION.  REFERENCE MARK 3 FOUND DESTROYED.  THE STATION MARK DISK
 GB2556'IS GONE BUT THE STEM REMAINS AND THIS WAS CROSSED AND LEFT INTACT.
 GB2556'REFERENCE MARKS 4 AND 5 WERE SET.  THE DISTANCE TO REFERENCE MARK
 GB2556'1 CHECKED BUT THE DIRECTION WAS FOUND TO BE IN ERROR.  A NEW
 GB2556'DESCRIPTION FOLLOWS--
 GB2556'
 GB2556'THE STATION IS LOCATED ON THE HIGHEST POINT OF A WIRE ENCLOSED HILL
 GB2556'TOP WHICH WAS ONCE A RADAR SITE, 57 FEET NORTHEAST OF THE SOUTHEAST
 GB2556'CORNER OF WOVEN WIRE FENCE AROUND CONCRETE BLOCK TRANSMITTER
 GB2556'BUILDING, 44 FEET EAST OF THE CENTERLINE OF PAVED ROAD, 51 FEET SOUTH
 GB2556'OF THE CENTERLINE OF PAVED ROAD, 84 FEET SOUTHEAST OF THE
 GB2556'NORTHEAST CORNER OF THE FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 GB2556'POST.  THE POINT IS A CROSS IN THE STEM OF A STATION MARK SET IN
 GB2556'DRILL HOLE IN SANDSTONE ROCK WITH USCS CHISELED ON THE TOP.
 GB2556'
 GB2556'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROSS NO 1 1935 SET IN
 GB2556'THE TOP OF 6 INCH SQUARE SANDSTONE BLOCK FLUSH WITH THE GROUND, 44
 GB2556'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 80 FEET SOUTHEAST
 GB2556'OF THE NORTHEAST CORNER OF THE FENCE AND 43 FEET EAST OF THE
 GB2556'CENTERLINE OF PAVED ROAD.
 GB2556'
 GB2556'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CROSS 1891 NO 4 1975 SET
 GB2556'IN A DRILL HOLE IN CONCRETE SIDEWALK, 3 FEET NORTH OF THE NORTHEAST
 GB2556'CORNER OF CONCRETE BLOCK FOUNDATION OF OLD BUILDING, 80 FEET WEST
 GB2556'OF THE CENTERLINE OF PAVED ROAD AND 5 FEET WEST OF A 6 INCH CHERRY
 GB2556'TREE.
 GB2556'
 GB2556'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CROSS 1891 NO 5 1975 SET
 GB2556'IN A DRILL HOLE IN THE TOP AND NORTH SIDE OF CONCRETE WALL OF CABLE
 GB2556'TROUGHT, 21 FEET EAST OF THE CENTERLINE OF PAVED ROAD, AND 30 FEET
 GB2556'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOVEN WIRE FENCE.
 GB2556'
 GB2556'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 GB2556'40 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 8 FEET SOUTHWEST
 GB2556'OF A 4 INCH PINE TREE.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE BRICEVILLE SCHOOL AT BRICEVILLE, GO
 GB2556'NORTH ON PAVED ROAD FOR 1.0 MILE TO A GRAVELED ROAD LEFT.  TURN LEFT
 GB2556'AND GO WESTERLY UPHILL ON GRADED ROAD (FOLLOWING MAIN ROAD) FOR 5.0
 GB2556'MILES TO THE TOP OF HILL AND A ROAD RIGHT.  TURN SHARP RIGHT AND
 GB2556'FOLLOW GRADED ROAD 0.2 MILE TO OLD RADAR SITE AND THE STATION.
 GB2556'
 GB2556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GB2556'NORTHWEST OF BRICEVILLE.
 GB2556'
 GB2556'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GB2556
 GB2556                          STATION RECOVERY (1987)
 GB2556
 GB2556'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GB2556'THE STATION WAS RECOVERED AT THIS DATE.
 GB2556'THE DISK IS BROKEN OFF OF STATION CROSS AND THE STATION IS NOW A
 GB2556'CHISELED CROSS IN THE SHANK.  RM 1, RM 3 WITH DISK BROKEN OFF BUT
 GB2556'SHANK STILL IN PLACE, AND RM 5 WERE ALSO RECOVERED AT THIS DATE.  A
 GB2556'NEW TO REACH DESCRIPTION FOLLOWS.
 GB2556'
 GB2556'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF CARYVILLE,
 GB2556'6.4 KM (4 MI) SOUTHWEST OF COAL CREEK,
 GB2556'4.8 KM (3 MI) NORTHWEST OF BRICEVILLE.
 GB2556'OWNERSHIP--ROCK CREEK MINING COMPANY.  A KEY WILL NEED TO BE
 GB2556'OBTAINED TO ENTER THE PROPERTY BY CONTACTING ROBERT SWISHER AT THE
 GB2556'ROCK CREEK OFFICE, TELEPHONE (615)426-2737.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 GB2556'INTERSTATE 75 (EXIT 128) JUST NORTH OF LAKE CITY GO
 GB2556'WEST FOR 0.72 KM (0.45 MI) ON U.S. HIGHWAY 441 TO THE JUNCTION OF
 GB2556'U.S. ROUTE 25W AT A (T) JUNCTION.
 GB2556'TURN LEFT AND GO SOUTH FOR 1.0 KM (0.6 MI) ON U.S. HIGHWAY 25W TO A
 GB2556'STOP LIGHT AT THE JUNCTION OF STATE ROUTE 116.
 GB2556'TURN RIGHT AND GO SOUTH FOR 6.1 KM (3.8 MI) ON STATE ROUTE 116 TO
 GB2556'AN UNMARKED ROAD ON THE RIGHT JUST PAST SOME RAILROAD TRACKS.
 GB2556'TURN RIGHT AND GO FOR 1.4 KM (0.9 MI) ON THIS UNMARKED ROAD
 GB2556'PAST THE BRICEVILLE SCHOOL TO THE GATE OF THE ROCK CREEK MINING
 GB2556'COMPANY AND THE JUNCTION OF THREE GRAVEL ROADS.  FOLLOW THE LEFT
 GB2556'MOST OF THESE THREE ROADS AND GO 6.4 KM (4.0 MI) ON THE GRAVEL ROAD
 GB2556'UP THE MOUNTAIN TO A LOCKED IRON GATE ON THE RIGHT.  PASS THROUGH
 GB2556'THE GATE AND GO 1.9 KM (1.2 MI) TO A SWITCHBACK ON THE RIGHT.  TAKE
 GB2556'THIS SWITCHBACK AND GO 0.16 KM (0.1 MI) TO A FORK.  FOLLOW THE LEFT
 GB2556'FORK AND GO 0.3 KM (0.2 MI) ON A PAVED ROAD TO THE STATION ON THE
 GB2556'LEFT.
 GB2556'
 GB2556'THE STATION IS A CHISELED X IN THE TOP OF THE SHANK OF THE BROKEN
 GB2556'OFF DISK SET INTO A DRILL HOLE IN THE TOP OF A SQUARE SANDSTONE
 GB2556'MONUMENT 38 CM ON SIDE PROJECTING 13 CM ABOVE GROUND.  THE
 GB2556'UNDERGROUND MARK IS THE CENTER OF THE MOUTH OF AN INK BOTTLE
 GB2556'RECESSED ABOUT 0.9 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2582 ***********************************************************************
 FE2582  DESIGNATION -  CROSSTOWN
 FE2582  PID         -  FE2582
 FE2582  STATE/COUNTY-  TN/TIPTON
 FE2582  USGS QUAD   -  MUNFORD (1983)
 FE2582
 FE2582                         *CURRENT SURVEY CONTROL
 FE2582  ___________________________________________________________________
 FE2582* NAD 83(1995)-  35 27 57.06278(N)    089 46 14.85220(W)     ADJUSTED  
 FE2582* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FE2582  ___________________________________________________________________
 FE2582  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FE2582  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE2582
 FE2582  HORZ ORDER  -  SECOND
 FE2582
 FE2582.The horizontal coordinates were established by classical geodetic methods
 FE2582.and adjusted by the National Geodetic Survey in April 1999..
 FE2582
 FE2582.The orthometric height was scaled from a topographic map.
 FE2582
 FE2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2582
 FE2582.The geoid height was determined by GEOID03.
 FE2582
 FE2582;                    North         East     Units Scale Factor Converg.
 FE2582;SPC TN       -   132,244.809   257,828.881   MT  0.99996893   -2 12 27.3
 FE2582;SPC TN       -   433,873.18    845,893.59   sFT  0.99996893   -2 12 27.3
 FE2582;UTM  16      - 3,928,235.191   248,569.664   MT  1.00037912   -1 36 30.6
 FE2582
 FE2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2582!SPC TN       -   0.99998324  x   0.99996893  =   0.99995217
 FE2582!UTM  16      -   0.99998324  x   1.00037912  =   1.00036235
 FE2582
 FE2582|---------------------------------------------------------------------|
 FE2582| PID    Reference Object                     Distance      Geod. Az  |
 FE2582|                                                           dddmmss.s |
 FE2582| CG3865 CROSSTOWN RM 1                       27.260 METERS 04843     |
 FE2582| CG3864 CROSSTOWN AZ MK                                    2263437.8 |
 FE2582| FE2585 MUNFORD MUNICIPAL TANK              APPROX. 4.0 KM 2401859.5 |
 FE2582| CG3866 CROSSTOWN RM 2                       29.857 METERS 31000     |
 FE2582|---------------------------------------------------------------------|
 FE2582
 FE2582                          SUPERSEDED SURVEY CONTROL
 FE2582
 FE2582  NAD 83(1995)-  35 27 57.07113(N)    089 46 14.85327(W) AD(       ) 2
 FE2582  NAD 83(1986)-  35 27 57.07470(N)    089 46 14.85363(W) AD(       ) 2
 FE2582  NAD 27      -  35 27 56.77700(N)    089 46 14.55950(W) AD(       ) 2
 FE2582
 FE2582.Superseded values are not recommended for survey control.
 FE2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2582.See file dsdata.txt to determine how the superseded data were derived.
 FE2582
 FE2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4857028235(NAD 83)
 FE2582_MARKER: DS = TRIANGULATION STATION DISK
 FE2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2582
 FE2582  HISTORY     - Date     Condition        Report By
 FE2582  HISTORY     - 1958     MONUMENTED       CGS
 FE2582
 FE2582                          STATION DESCRIPTION
 FE2582
 FE2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2582'THE STATION IS ABOUT 3 MILES SOUTHWEST OF BRIGHTON, ABOUT 2.5 MILES
 FE2582'NORTHEAST OF MUNFORD, ABOUT 2 MILES NORTH OF ATOKA AND ON PROPERTY
 FE2582'OWNED BY DR. ABERNATHY OF COVINGTON.  IT IS 6 FEET NORTHWEST OF A
 FE2582'WHITE WITNESS POST, 32 FEET SOUTH OF A GRAVELED ROAD LEADING TO AN
 FE2582'ABANDONED GRAVEL PIT, 61 FEET NORTHWEST OF A 16 INCH TRIANGULAR
 FE2582'BLAZED TREE AND 172 FEET EAST OF THE CENTER OF A T-ROAD
 FE2582'INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2582'CROSSTOWN 1958.
 FE2582'
 FE2582'TO REACH THE STATION FROM THE ELEMENTARY GRADE SCHOOL IN BRIGHTON, GO
 FE2582'WEST ON A PAVED STREET FOR 0.55 MILE TO U.S.  HIGHWAY 51.  TURN
 FE2582'LEFT, SOUTHWEST ON HIGHWAY 51 FOR 3.45 MILES TO A REVERSE
 FE2582'Y-INTERSECTION.  TURN SHARP RIGHT AND GO NORTH ON A GRAVELED ROAD
 FE2582'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 FE2582'CONTINUE NORTH AND NORTHEAST FOR 0.3 MILE TO A GATE ACROSS A
 FE2582'SIDE ROAD RIGHT.  TURN RIGHT, EAST, PASSING THROUGH THE GATE, FOR
 FE2582'0.05 MILE TO THE STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 FE2582'
 FE2582'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE CORNER AND 41 FEET NORTH
 FE2582'OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH
 FE2582'AND THE DISK IS STAMPED CROSSTOWN NO 1 1958.
 FE2582'
 FE2582'REFERENCE MARK 2 IS 22 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2582'ROAD, 11 FEET SOUTHEAST OF A POWERLINE POLE AND 81 FEET EAST OF
 FE2582'THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2582'DISK IS STAMPED CROSSTOWN NO 2 1958.
 FE2582'
 FE2582'THE AZIMUTH MARK IS 3 FEET NORTHEAST OF A WHITE WITNESS POST, 24 FEET
 FE2582'SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 69 FEET WEST OF
 FE2582'THE CENTERLINE OF A GRAVELED ROAD AND ON PROPERTY OWNED BY CLARENCE
 FE2582'MCPEAK OF ATOKA.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2582'CROSSTOWN 1958.
 FE2582'
 FE2582'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1828 ***********************************************************************
 FC1828  DESIGNATION -  CROSSVILLE RADIO STA WAEW MAST
 FC1828  PID         -  FC1828
 FC1828  STATE/COUNTY-  TN/CUMBERLAND
 FC1828  USGS QUAD   -  CROSSVILLE (1982)
 FC1828
 FC1828                         *CURRENT SURVEY CONTROL
 FC1828  ___________________________________________________________________
 FC1828* NAD 83(1995)-  35 57 00.51328(N)    085 02 08.38047(W)     ADJUSTED  
 FC1828* NAVD 88     -                                                        
 FC1828  ___________________________________________________________________
 FC1828  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FC1828  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1828
 FC1828  HORZ ORDER  -  THIRD
 FC1828
 FC1828.The horizontal coordinates were established by classical geodetic methods
 FC1828.and adjusted by the National Geodetic Survey in April 1999..
 FC1828
 FC1828
 FC1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1828
 FC1828.The geoid height was determined by GEOID03.
 FC1828
 FC1828;                    North         East     Units Scale Factor Converg.
 FC1828;SPC TN       -   179,812.222   686,997.316   MT  0.99995045   +0 33 52.4
 FC1828;SPC TN       -   589,933.93  2,253,923.69   sFT  0.99995045   +0 33 52.4
 FC1828;UTM  16      - 3,980,201.903   677,163.430   MT  0.99998676   +1 09 12.7
 FC1828
 FC1828                          SUPERSEDED SURVEY CONTROL
 FC1828
 FC1828  NAD 83(1995)-  35 57 00.51821(N)    085 02 08.38090(W) AD(       ) 4
 FC1828  NAD 83(1986)-  35 57 00.52474(N)    085 02 08.38024(W) AD(       ) 4
 FC1828  NAD 27      -  35 57 00.28300(N)    085 02 08.53300(W) AD(       ) 3
 FC1828
 FC1828.Superseded values are not recommended for survey control.
 FC1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1828.See file dsdata.txt to determine how the superseded data were derived.
 FC1828
 FC1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7716380202(NAD 83)
 FC1828_MARKER: 42 = RADIO/TV MAST
 FC1828
 FC1828  HISTORY     - Date     Condition        Report By
 FC1828  HISTORY     - 1960     FIRST OBSERVED   CGS
 FC1828  HISTORY     - 1969     GOOD             CGS
 FC1828
 FC1828                          STATION DESCRIPTION
 FC1828
 FC1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1828'THE STATION IS LOCATED IN THE WEST PART OF CROSSVILLE. THE MAST IS
 FC1828'200 FEET IN OVER-ALL HEIGHT, COLORED RED AND WHITE AND THE
 FC1828'FLASHING RED LIGHT ON TOP WAS THE POINT INTERSECTED.
 FC1828
 FC1828                          STATION RECOVERY (1969)
 FC1828
 FC1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 FC1828'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1828'
 FC1828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST PART OF
 FC1828'CROSSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0811 ***********************************************************************
 FD0811  DESIGNATION -  CROW
 FD0811  PID         -  FD0811
 FD0811  STATE/COUNTY-  TN/LAWRENCE
 FD0811  USGS QUAD   -  DEERFIELD (1976)
 FD0811
 FD0811                         *CURRENT SURVEY CONTROL
 FD0811  ___________________________________________________________________
 FD0811* NAD 83(1995)-  35 15 31.60147(N)    087 22 30.38583(W)     ADJUSTED  
 FD0811* NAVD 88     -       273.603  (meters)     897.65   (feet)  ADJUSTED  
 FD0811  ___________________________________________________________________
 FD0811  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FD0811  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0811  DYNAMIC HT  -         273.343 (meters)     896.79  (feet)  COMP
 FD0811  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FD0811
 FD0811  HORZ ORDER  -  SECOND
 FD0811  VERT ORDER  -  SECOND    CLASS 0
 FD0811
 FD0811.The horizontal coordinates were established by classical geodetic methods
 FD0811.and adjusted by the National Geodetic Survey in April 1999..
 FD0811
 FD0811.The orthometric height was determined by differential leveling
 FD0811.and adjusted by the National Geodetic Survey in June 1991..
 FD0811
 FD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0811
 FD0811.The geoid height was determined by GEOID03.
 FD0811
 FD0811.The dynamic height is computed by dividing the NAVD 88
 FD0811.geopotential number by the normal gravity value computed on the
 FD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0811.degrees latitude (g = 980.6199 gals.).
 FD0811
 FD0811.The modeled gravity was interpolated from observed gravity values.
 FD0811
 FD0811;                    North         East     Units Scale Factor Converg.
 FD0811;SPC TN       -   103,557.536   474,869.780   MT  0.99999846   -0 48 18.2
 FD0811;SPC TN       -   339,755.02  1,557,968.60   sFT  0.99999846   -0 48 18.2
 FD0811;UTM  16      - 3,901,805.673   465,878.880   MT  0.99961435   -0 12 59.5
 FD0811
 FD0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0811!SPC TN       -   0.99996140  x   0.99999846  =   0.99995986
 FD0811!UTM  16      -   0.99996140  x   0.99961435  =   0.99957577
 FD0811
 FD0811|---------------------------------------------------------------------|
 FD0811| PID    Reference Object                     Distance      Geod. Az  |
 FD0811|                                                           dddmmss.s |
 FD0811| FD0812 CROW RM 1                            24.377 METERS 12405     |
 FD0811| FD0809 CROW AZ MK                                         2862225.5 |
 FD0811| FD0810 CROW RM 2                            24.657 METERS 30034     |
 FD0811|---------------------------------------------------------------------|
 FD0811
 FD0811                          SUPERSEDED SURVEY CONTROL
 FD0811
 FD0811  NAD 83(1995)-  35 15 31.60312(N)    087 22 30.38697(W) AD(       ) 2
 FD0811  NAD 83(1995)-  35 15 31.60961(N)    087 22 30.38737(W) AD(       ) 2
 FD0811  NAD 83(1986)-  35 15 31.61272(N)    087 22 30.38670(W) AD(       ) 2
 FD0811  NAD 27      -  35 15 31.32300(N)    087 22 30.31480(W) AD(       ) 2
 FD0811  NGVD 29 (??/??/92)  273.562  (m)          897.51   (f) ADJ UNCH    2 0
 FD0811
 FD0811.Superseded values are not recommended for survey control.
 FD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0811.See file dsdata.txt to determine how the superseded data were derived.
 FD0811
 FD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6587901806(NAD 83)
 FD0811_MARKER: DD = SURVEY DISK
 FD0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0811_STAMPING: CROW 1962
 FD0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0811+STABILITY: SURFACE MOTION
 FD0811
 FD0811  HISTORY     - Date     Condition        Report By
 FD0811  HISTORY     - 1962     MONUMENTED       TNHD
 FD0811  HISTORY     - 1962     GOOD             TNHD
 FD0811
 FD0811                          STATION DESCRIPTION
 FD0811
 FD0811'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0811'3 MI W FROM LAWRENCEBURG.
 FD0811'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0811'IN LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 3.2 MILES TO THE
 FD0811'STATION ON THE RIGHT.  THE STATION IS 29 FEET NORTHEAST OF THE
 FD0811'CENTERLINE OF U.S. HIGHWAY 64, 71 FEET EAST OF A UTILITY POLE 117,
 FD0811'15 FEET SOUTH OF A WIRE FENCE AND 35 FEET WEST OF THE CENTER OF
 FD0811'A WIRE FENCE GATE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0811'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0811'FLUSH WITH THE GROUND.
 FD0811
 FD0811                          STATION RECOVERY (1962)
 FD0811
 FD0811'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0811'THE STATION IS LOCATED ABOUT 3 MILES WEST OF LAWRENCEBURG.
 FD0811'
 FD0811'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 64 AND U S
 FD0811'HIGHWAY 43 IN LAWRENCEBURG,
 FD0811'GO 3.2 MILES WEST ON U S HIGHWAY 64 TO THE STATION
 FD0811'ON THE RIGHT.
 FD0811'
 FD0811'THE STATION IS 71 FEET EAST OF UTILITY POLE 117, 35 FEET WEST OF THE
 FD0811'CENTER OF A WIRE FENCE
 FD0811'GATE, 29 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0811'HIGHWAY 64, AND 15 FEET SOUTH
 FD0811'OF A WIRE FENCE.  THE SURFACE AND
 FD0811'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0811'DEPARTMENT DISKS AND
 FD0811'THE DISKS ARE STAMPED CROW 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0811'INCHES BELOW THE
 FD0811'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH
 FD0811'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0811'
 FD0811'REFERENCE MARK NO 1 IS 54 FEET NORTHWEST OF UTILITY POLE 116, 29 FEET
 FD0811'NORTHEAST OF THE APPROXIMATE
 FD0811'CENTER OF U S HIGHWAY 64, AND 3 FEET SOUTHWEST OF
 FD0811'A WIRE FENCE.  IT IS A STANDARD
 FD0811'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0811'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0811'THE DISK IS STAMPED
 FD0811'CROW RM 1 1962.
 FD0811'
 FD0811'REFERENCE MARK NO 2 IS 64 FEET NORTH OF UTILITY POLE 117, 33 FEET
 FD0811'NORTHEAST OF THE
 FD0811'APPROXIMATE CENTER OF U S HIGHWAY 64, AND 6 FEET OF A WIRE FENCE.
 FD0811'IT IS A STANDARD
 FD0811'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0811'SQUARE CONCRETE MONUMENT,
 FD0811'PROJECTING 1 INCH, AND THE DISK IS STAMPED
 FD0811'CROW RM 2 1962.
 FD0811'
 FD0811'THE AZIMUTH MARK IS 51 FEET SOUTH OF THE APPROXIMATE CENTER OF U S
 FD0811'HIGHWAY 64, 30 FEET EAST OF
 FD0811'UTILITY POLE 121, AND 2.4 FEET SOUTHEAST OF A SIGN
 FD0811'POST.  IT IS A STANDARD TENNESSEE
 FD0811'HIGHWAY DEPARTMENT REFERENCE MARK
 FD0811'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0811'MONUMENT AND THE DISK
 FD0811'IS STAMPED CROW AZI 1962.
 FD0811'
 FD0811'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILES WEST ON U S
 FD0811'HIGHWAY 64 TO THE MARK ON
 FD0811'THE LEFT.
 FD0811'
 FD0811'OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FD0811'
 FD0811'HEIGHT OF LIGHT ABOVE STATION MARK 26.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0809 ***********************************************************************
 FD0809  DESIGNATION -  CROW AZ MK
 FD0809  PID         -  FD0809
 FD0809  STATE/COUNTY-  TN/LAWRENCE
 FD0809  USGS QUAD   -  DEERFIELD (1976)
 FD0809
 FD0809                         *CURRENT SURVEY CONTROL
 FD0809  ___________________________________________________________________
 FD0809* NAD 83(1986)-  35 15 35.     (N)    087 22 43.     (W)     SCALED    
 FD0809* NAVD 88     -       263.147  (meters)     863.34   (feet)  ADJUSTED  
 FD0809  ___________________________________________________________________
 FD0809  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0809  DYNAMIC HT  -         262.896 (meters)     862.52  (feet)  COMP
 FD0809  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FD0809
 FD0809  VERT ORDER  -  SECOND    CLASS 0
 FD0809
 FD0809.The horizontal coordinates were scaled from a topographic map and have
 FD0809.an estimated accuracy of +/- 6 seconds.
 FD0809
 FD0809.The orthometric height was determined by differential leveling
 FD0809.and adjusted by the National Geodetic Survey in June 1991..
 FD0809
 FD0809.The geoid height was determined by GEOID03.
 FD0809
 FD0809.The dynamic height is computed by dividing the NAVD 88
 FD0809.geopotential number by the normal gravity value computed on the
 FD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0809.degrees latitude (g = 980.6199 gals.).
 FD0809
 FD0809.The modeled gravity was interpolated from observed gravity values.
 FD0809
 FD0809;                    North         East    Units  Estimated Accuracy
 FD0809;SPC TN       -   103,670.      474,550.      MT  (+/- 180 meters Scaled)
 FD0809
 FD0809                          SUPERSEDED SURVEY CONTROL
 FD0809
 FD0809  NGVD 29 (??/??/92)  263.104  (m)          863.20   (f) ADJ UNCH    2 0
 FD0809
 FD0809.Superseded values are not recommended for survey control.
 FD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0809.See file dsdata.txt to determine how the superseded data were derived.
 FD0809
 FD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE655019(NAD 83)
 FD0809_MARKER: DD = SURVEY DISK
 FD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0809_STAMPING: CROW AZI 1962
 FD0809_MARK LOGO: TNHD  
 FD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0809+STABILITY: SURFACE MOTION
 FD0809
 FD0809  HISTORY     - Date     Condition        Report By
 FD0809  HISTORY     - 1962     MONUMENTED       TNHD
 FD0809
 FD0809                          STATION DESCRIPTION
 FD0809
 FD0809'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0809'3 MI W FROM LAWRENCEBURG.
 FD0809'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0809'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 3.4 MILES TO THE
 FD0809'MARK ON THE LEFT.  THE AZIMUTH MARK IS 51 FEET SOUTH OF THE
 FD0809'CENTERLINE OF U.S. HIGHWAY 64, 30 FEET EAST OF UTILITY POLE 121
 FD0809'AND 2.4 FEET SOUTHEAST OF A SIGN POST.  THE MARK IS A STANDARD
 FD0809'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0809'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0812 ***********************************************************************
 FD0812  DESIGNATION -  CROW RM 1
 FD0812  PID         -  FD0812
 FD0812  STATE/COUNTY-  TN/LAWRENCE
 FD0812  USGS QUAD   -  DEERFIELD (1976)
 FD0812
 FD0812                         *CURRENT SURVEY CONTROL
 FD0812  ___________________________________________________________________
 FD0812* NAD 83(1986)-  35 15 31.     (N)    087 22 30.     (W)     SCALED    
 FD0812* NAVD 88     -       273.841  (meters)     898.43   (feet)  ADJUSTED  
 FD0812  ___________________________________________________________________
 FD0812  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0812  DYNAMIC HT  -         273.580 (meters)     897.57  (feet)  COMP
 FD0812  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FD0812
 FD0812  VERT ORDER  -  SECOND    CLASS 0
 FD0812
 FD0812.The horizontal coordinates were scaled from a topographic map and have
 FD0812.an estimated accuracy of +/- 6 seconds.
 FD0812
 FD0812.The orthometric height was determined by differential leveling
 FD0812.and adjusted by the National Geodetic Survey in June 1991..
 FD0812
 FD0812.The geoid height was determined by GEOID03.
 FD0812
 FD0812.The dynamic height is computed by dividing the NAVD 88
 FD0812.geopotential number by the normal gravity value computed on the
 FD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0812.degrees latitude (g = 980.6199 gals.).
 FD0812
 FD0812.The modeled gravity was interpolated from observed gravity values.
 FD0812
 FD0812;                    North         East    Units  Estimated Accuracy
 FD0812;SPC TN       -   103,540.      474,880.      MT  (+/- 180 meters Scaled)
 FD0812
 FD0812                          SUPERSEDED SURVEY CONTROL
 FD0812
 FD0812  NGVD 29 (??/??/92)  273.799  (m)          898.29   (f) ADJ UNCH    2 0
 FD0812
 FD0812.Superseded values are not recommended for survey control.
 FD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0812.See file dsdata.txt to determine how the superseded data were derived.
 FD0812
 FD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE658017(NAD 83)
 FD0812_MARKER: DD = SURVEY DISK
 FD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0812_STAMPING: CROW RM 1 1962
 FD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0812+STABILITY: SURFACE MOTION
 FD0812
 FD0812  HISTORY     - Date     Condition        Report By
 FD0812  HISTORY     - 1962     MONUMENTED       TNHD
 FD0812
 FD0812                          STATION DESCRIPTION
 FD0812
 FD0812'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0812'3 MI W FROM LAWRENCEBURG.
 FD0812'THIS MARK IS LOCATED AT THE CROW 1962 STATION SITE, 29 FEET
 FD0812'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 54 FEET NORTHWEST
 FD0812'OF UTILITY POLE 116, 3 FEET SOUTHWEST OF A WIRE FENCE AND 80
 FD0812'FEET SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0812'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0812'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0810 ***********************************************************************
 FD0810  DESIGNATION -  CROW RM 2
 FD0810  PID         -  FD0810
 FD0810  STATE/COUNTY-  TN/LAWRENCE
 FD0810  USGS QUAD   -  DEERFIELD (1976)
 FD0810
 FD0810                         *CURRENT SURVEY CONTROL
 FD0810  ___________________________________________________________________
 FD0810* NAD 83(1986)-  35 15 31.     (N)    087 22 30.     (W)     SCALED    
 FD0810* NAVD 88     -       274.243  (meters)     899.75   (feet)  ADJUSTED  
 FD0810  ___________________________________________________________________
 FD0810  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0810  DYNAMIC HT  -         273.981 (meters)     898.89  (feet)  COMP
 FD0810  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FD0810
 FD0810  VERT ORDER  -  SECOND    CLASS 0
 FD0810
 FD0810.The horizontal coordinates were scaled from a topographic map and have
 FD0810.an estimated accuracy of +/- 6 seconds.
 FD0810
 FD0810.The orthometric height was determined by differential leveling
 FD0810.and adjusted by the National Geodetic Survey in June 1991..
 FD0810
 FD0810.The geoid height was determined by GEOID03.
 FD0810
 FD0810.The dynamic height is computed by dividing the NAVD 88
 FD0810.geopotential number by the normal gravity value computed on the
 FD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0810.degrees latitude (g = 980.6199 gals.).
 FD0810
 FD0810.The modeled gravity was interpolated from observed gravity values.
 FD0810
 FD0810;                    North         East    Units  Estimated Accuracy
 FD0810;SPC TN       -   103,540.      474,880.      MT  (+/- 180 meters Scaled)
 FD0810
 FD0810                          SUPERSEDED SURVEY CONTROL
 FD0810
 FD0810  NGVD 29 (??/??/92)  274.200  (m)          899.60   (f) ADJ UNCH    2 0
 FD0810
 FD0810.Superseded values are not recommended for survey control.
 FD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0810.See file dsdata.txt to determine how the superseded data were derived.
 FD0810
 FD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE658017(NAD 83)
 FD0810_MARKER: DD = SURVEY DISK
 FD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0810_STAMPING: CROW RM 2 1962
 FD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0810+STABILITY: SURFACE MOTION
 FD0810
 FD0810  HISTORY     - Date     Condition        Report By
 FD0810  HISTORY     - 1962     MONUMENTED       TNHD
 FD0810
 FD0810                          STATION DESCRIPTION
 FD0810
 FD0810'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0810'3 MI W FROM LAWRENCEBURG.
 FD0810'THIS MARK IS LOCATED AT THE CROW 1962 STATION SITE, 33 FEET
 FD0810'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 64 FEET NORTH
 FD0810'OF UTILITY POLE 117, 6 FEET SOUTH OF A WIRE FENCE AND 81 FEET
 FD0810'NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0810'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0810'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1558 ***********************************************************************
 FD1558  DESIGNATION -  CROWDER 2 AZ MK
 FD1558  PID         -  FD1558
 FD1558  STATE/COUNTY-  TN/LAWRENCE
 FD1558  USGS QUAD   -  BONNERTOWN (1988)
 FD1558
 FD1558                         *CURRENT SURVEY CONTROL
 FD1558  ___________________________________________________________________
 FD1558* NAD 83(1995)-  35 00 19.54766(N)    087 15 15.37530(W)     ADJUSTED  
 FD1558* NAVD 88     -       265.8    (meters)     872.     (feet)  VERTCON   
 FD1558  ___________________________________________________________________
 FD1558  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FD1558  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FD1558
 FD1558  HORZ ORDER  -  SECOND
 FD1558
 FD1558.The horizontal coordinates were established by classical geodetic methods
 FD1558.and adjusted by the National Geodetic Survey in April 1999..
 FD1558
 FD1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1558
 FD1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1558
 FD1558.The geoid height was determined by GEOID03.
 FD1558
 FD1558;                    North         East     Units Scale Factor Converg.
 FD1558;SPC TN       -    75,304.252   485,504.631   MT  1.00005216   -0 44 03.5
 FD1558;SPC TN       -   247,060.70  1,592,859.78   sFT  1.00005216   -0 44 03.5
 FD1558;UTM  16      - 3,873,674.753   476,798.865   MT  0.99960663   -0 08 45.1
 FD1558
 FD1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1558!SPC TN       -   0.99996258  x   1.00005216  =   1.00001474
 FD1558!UTM  16      -   0.99996258  x   0.99960663  =   0.99956923
 FD1558
 FD1558                          SUPERSEDED SURVEY CONTROL
 FD1558
 FD1558  NAD 83(1995)-  35 00 19.54766(N)    087 15 15.37532(W) AD(       ) 2
 FD1558  NAD 83(1995)-  35 00 19.55635(N)    087 15 15.38001(W) AD(       ) 2
 FD1558  NAD 83(1986)-  35 00 19.55811(N)    087 15 15.37858(W) AD(       ) 2
 FD1558  NAD 27      -  35 00 19.25865(N)    087 15 15.31822(W) AD(       ) 2
 FD1558  NGVD 29 (07/19/86)  265.7    (m)          872.     (f) VERT ANG       
 FD1558
 FD1558.Superseded values are not recommended for survey control.
 FD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1558.See file dsdata.txt to determine how the superseded data were derived.
 FD1558
 FD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7679973675(NAD 83)
 FD1558_MARKER: DZ = AZIMUTH MARK DISK
 FD1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1558+STABILITY: SURFACE MOTION
 FD1558
 FD1558  HISTORY     - Date     Condition        Report By
 FD1558  HISTORY     - 1979     MONUMENTED       NGS
 FD1558
 FD1558                          STATION DESCRIPTION
 FD1558
 FD1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1558'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF
 FD1558'LEXINGTON, ALABAMA, 2-1/2 MILES EAST OF BONNERTOWN,
 FD1558'TENNESSEE, 2 MILES WEST OF THE GILES-LAWRENCE COUNTY
 FD1558'LINE, 0.35 MILE NORTH OF THE ALABAMA STATE LINE, AND ON
 FD1558'PROPERTY OF DR. V.H. CROWDER, P.O. BOX 530,
 FD1558'LAWRENCEBURG, TN 38464.
 FD1558'TELEPHONE NUMBER 615-762-4601.
 FD1558'
 FD1558'TO REACH THE STATION FROM THE CROSSROAD IN BONNERTOWN, WHICH IS
 FD1558'0.4 MILE NORTH OF THE ALABAMA STATE LINE ON STATE ROUTE 98,
 FD1558'GO EASTERLY ON A PAVED ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT.
 FD1558'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO THE
 FD1558'STATION ON THE LEFT.
 FD1558'
 FD1558'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FD1558'STAMPED---CROWDER 2 1979---,
 FD1558'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FD1558'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 FD1558'45  FEET SOUTH FROM A 30-INCH OAK TREE AND
 FD1558'25 FEET EAST FROM THE CENTER OF THE DIRT ROAD.
 FD1558'
 FD1558'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2586 ***********************************************************************
 GC2586  DESIGNATION -  CROWEL
 GC2586  PID         -  GC2586
 GC2586  STATE/COUNTY-  TN/HUMPHREYS
 GC2586  USGS QUAD   -  TENNESSEE CITY (1973)
 GC2586
 GC2586                         *CURRENT SURVEY CONTROL
 GC2586  ___________________________________________________________________
 GC2586* NAD 83(1995)-  36 01 10.67474(N)    087 32 55.75277(W)     ADJUSTED  
 GC2586* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 GC2586  ___________________________________________________________________
 GC2586  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC2586  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC2586
 GC2586  HORZ ORDER  -  SECOND
 GC2586
 GC2586.The horizontal coordinates were established by classical geodetic methods
 GC2586.and adjusted by the National Geodetic Survey in April 1999..
 GC2586
 GC2586.The orthometric height was scaled from a topographic map.
 GC2586
 GC2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2586
 GC2586.The geoid height was determined by GEOID03.
 GC2586
 GC2586;                    North         East     Units Scale Factor Converg.
 GC2586;SPC TN       -   188,198.332   460,399.579   MT  0.99995363   -0 54 24.3
 GC2586;SPC TN       -   617,447.36  1,510,494.29   sFT  0.99995363   -0 54 24.3
 GC2586;UTM  16      - 3,986,265.199   450,548.166   MT  0.99963013   -0 19 21.9
 GC2586
 GC2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2586!SPC TN       -   0.99996495  x   0.99995363  =   0.99991858
 GC2586!UTM  16      -   0.99996495  x   0.99963013  =   0.99959510
 GC2586
 GC2586|---------------------------------------------------------------------|
 GC2586| PID    Reference Object                     Distance      Geod. Az  |
 GC2586|                                                           dddmmss.s |
 GC2586| CG5186 CROWEL RM 1                          33.592 METERS 00559     |
 GC2586| CG5185 CROWEL AZ MK                                       0340607.6 |
 GC2586| CG5188 CROWEL RM 3                          12.133 METERS 20528     |
 GC2586| CG5187 CROWEL RM 2                          33.879 METERS 24548     |
 GC2586|---------------------------------------------------------------------|
 GC2586
 GC2586                          SUPERSEDED SURVEY CONTROL
 GC2586
 GC2586  NAD 83(1995)-  36 01 10.67621(N)    087 32 55.75625(W) AD(       ) 2
 GC2586  NAD 83(1995)-  36 01 10.67718(N)    087 32 55.75655(W) AD(       ) 2
 GC2586  NAD 83(1986)-  36 01 10.68502(N)    087 32 55.75464(W) AD(       ) 2
 GC2586  NAD 27      -  36 01 10.46400(N)    087 32 55.70100(W) AD(       ) 2
 GC2586
 GC2586.Superseded values are not recommended for survey control.
 GC2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2586.See file dsdata.txt to determine how the superseded data were derived.
 GC2586
 GC2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5054886265(NAD 83)
 GC2586_MARKER: DS = TRIANGULATION STATION DISK
 GC2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2586_STAMPING: CROWEL 1934
 GC2586_MARK LOGO: CGS   
 GC2586
 GC2586  HISTORY     - Date     Condition        Report By
 GC2586  HISTORY     - 1934     MONUMENTED       CGS
 GC2586  HISTORY     - 1953     GOOD             CGS
 GC2586  HISTORY     - 1972     GOOD             LOCENG
 GC2586  HISTORY     - 1975     GOOD             NGS
 GC2586
 GC2586                          STATION DESCRIPTION
 GC2586
 GC2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2586'ABOUT 6-1/2 MILES SOUTH OF TENNESSEE CITY, ABOUT 7-3/4 MILES
 GC2586'SOUTH-SOUTHEAST OF MCEWEN, 2.7 MILES EAST-SOUTHEAST OF HOLLAND
 GC2586'SCHOOL, ON PROPERTY OF LEE CROWEL, 16 FEET NORTHWEST OF 12-INCH
 GC2586'TRIANGLE-BLAZED OAK TREE, 13 YARDS EAST OF ROAD TO TENNESSEE CITY,
 GC2586'AND 6 YARDS EAST OF 4-INCH DOUBLE-OAK TREE.  TO REACH FROM MCEWEN, GO
 GC2586'EAST 0.3 MILE ON U.S. ROUTE 70 AND TURN SOUTH (RIGHT) ONTO GRAVEL
 GC2586'ROAD JUST PAST NEW BRICK HOUSE ON RIGHT, GO 2.65 MILES AND TURN RIGHT
 GC2586'ACROSS CREEK AT WHITE HOUSE ON LEFT, GO 0.7 MILE AND KEEP RIGHT ON
 GC2586'MAIN ROAD ACROSS CREEK, FOLLOW MAIN ROAD 3.05 MILES AND TURN
 GC2586'SHARPLY TO LEFT ACROSS WOODEN BRIDGE AT TWO MAIL BOXES ON LEFT, GO
 GC2586'0.6 MILE AND TURN RIGHT ACROSS CREEK AT TWO MAIL BOXES JUST
 GC2586'BEFORE REACHING HOLLAND SCHOOL FOLLOW MAIN ROAD 2.85 MILES AND TURN
 GC2586'LEFT ONTO DIM ROAD AT TRIANGLE-BLAZED TREE ON RIGHT, GO 0.2 MILE,
 GC2586'AND CONTINUE STRAIGHT AHEAD AT T-ROAD ON RIGHT 0.2 MILE TO WHERE ROAD
 GC2586'RUNS OUT OF WOODS AT STATION.  SURFACE AND UNDERGROUND MARKS ARE
 GC2586'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 GC2586'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2586'NO. 1 IS 5 YARDS EAST OF 4-INCH DOUBLE PERSIMMON TREE, 20 YARDS
 GC2586'EAST OF ROAD TO TENNESSEE CITY, AND 110.21 FEET FROM STATION.
 GC2586'NO. 2 IS 6 YARDS NORTH-NORTHWEST OF
 GC2586'8-INCH HICKORY TREE AND ACROSS ROAD FROM AND 111.17 FEET FROM STATION.
 GC2586'AZIMUTH MARK IS 18 YARDS SOUTHEAST OF
 GC2586'CENTER LINE OF ROAD TO TENNESSEE CITY, 5 YARDS SOUTHWEST OF 24-INCH
 GC2586'OAK TREE, AND 250 YARDS FROM STATION.
 GC2586
 GC2586                          STATION RECOVERY (1953)
 GC2586
 GC2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2586'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2586'CONDITION.  DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  THE
 GC2586'OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE PROPERTY OWNER
 GC2586'WHO IS NOW MR. JIM HUSTED.  A NEW TO REACH FOLLOWS.
 GC2586'
 GC2586'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC2586'STATE HIGHWAY 48, IN DICKSON, GO SOUTH ON HIGHWAY 48 FOR 8.0 MILE
 GC2586'TO THE TOWN OF OAK GROVE AND THE INTERSECTION OF SAM HOLLOW ROAD.
 GC2586'TURN RIGHT AND GO WEST ON SAM HOLLOW ROAD FOR 2.1 MILE TO THE
 GC2586'INTERSECTION OF GARNER CREEK ROAD.  CONTINUE ON SAM HOLLOW ROAD FOR
 GC2586'0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.7 MILES TO A T-ROAD
 GC2586'RIGHT.  TURN RIGHT AND GO 0.3 MILE TO THE STATION ON THE LEFT.
 GC2586'CONTINUE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC2586'
 GC2586'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 GC2586
 GC2586                          STATION RECOVERY (1972)
 GC2586
 GC2586'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JEV)
 GC2586'CROWEL STATION MARK RECOVERED IN GOOD CONDITION.
 GC2586'
 GC2586'CROWEL STATION MARK 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GC2586'
 GC2586'ADD--STATION IS 55 FEET N. W. FROM CENTERLINE PRESENT ROAD.  AND
 GC2586'CHANGE 12 INCH BLAZED OAK TREE TO READ 20.2 FEET NORTHWEST OF 20
 GC2586'INCH BLAZED OAK TREE.
 GC2586'
 GC2586'R. M. CROWEL NO. 1 FOUND BROKE.  + OR - (14 INCHES BROKEN OFF).
 GC2586'
 GC2586'STATION DESTROYED.
 GC2586'
 GC2586'R. M. 2 (CROWEL) RECOVERED IN GOOD CONDITION.
 GC2586'
 GC2586'CROWEL NO. 2 1934 FOUND STAMPED ON THE POINT.
 GC2586'
 GC2586'CHANGE DESCRIPTION TO READ R. M. NO. 2 IS S 60 W FROM STATION AND ON
 GC2586'SAME SIDE OF ROAD.
 GC2586'T. V. A. POST AND SIGN.
 GC2586'
 GC2586'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.75 MI. SSE. OF MCEWEN.
 GC2586
 GC2586                          STATION RECOVERY (1975)
 GC2586
 GC2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2586'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GC2586'IN GOOD CONDITION AFTER A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND
 GC2586'WITH THE TOP PORTION BROKEN OFF AND THE DISK WAS SALVAGED.
 GC2586'REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 GC2586'MARK 1 CHECKED.  THE 1953 RECOVERY NOTE WAS POOR AND IN ERROR
 GC2586'ON THE TO REACH.  A NEW AND WHAT IS THOUGHT TO BE A BETTER
 GC2586'DESCRIPTION FOLLOWS--
 GC2586'
 GC2586'THE STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF MCEWEN, 1 FOOT
 GC2586'SOUTHWEST OF A METAL WITNESS POST, 21 FEET NORTHWEST OF A 24 INCH
 GC2586'OAK TREE, 56 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED ROAD, 42
 GC2586'FEET NORTHEAST OF A 10 INCH OAK TREE AND 25 FEET EAST OF THE
 GC2586'CENTERLINE OF A FIELD ENTRANCE.  THE MONUMENT PROJECTS 4 INCHES
 GC2586'AND THE DISK IS STAMPED CROWEL 1934.
 GC2586'
 GC2586'TO REACH THE STATION FROM THE MAIN CROSSROAD AT TENNESSEE CITY
 GC2586'(STEDWELLS GROCERY AND SERVICE STATION IN NORTHEAST ANGLE), GO WEST
 GC2586'ON U. S. HIGHWAY 70 FOR 0.25 MILE TO A PAVED ROAD LEFT.  TURN LEFT
 GC2586'AND GO SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO A ROAD FORK.  TAKE
 GC2586'THE RIGHT FORK AND CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 1.1 MILES
 GC2586'TO A ROAD FORK.  KEEP LEFT FORK AND CONTINUE SOUTHERLY FOR 1.0 MILE
 GC2586'TO A FORK.  KEEP RIGHT FORK AND CONTINUE SOUTHERLY ON GRAVELED
 GC2586'ROAD FOR 0.55 MILE TO A ROAD RIGHT.  CONTINUE SOUTHERLY ON
 GC2586'THE ROAD FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GC2586'CONTINUE SOUTHERLY ON THE ROAD FOR 0.25 MILE TO THE TOP OF GRADE
 GC2586'AND THE STATION ON THE RIGHT.
 GC2586'
 GC2586'REFERENCE MARK 2 IS 14 FEET WEST OF THE 14 INCH OAK TREE, 1 FOOT
 GC2586'NORTH OF A METAL WITNESS POST, AT THE SOUTHWEST EDGE OF CLEARED
 GC2586'FIELD AND 12 FEET EAST OF A 10 INCH OAK TREE.  THE MONUMENT
 GC2586'PROJECTS 12 INCHES AND THE DISK IS STAMPED CROWEL NO 2 1934.
 GC2586'
 GC2586'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM POST WITH A SCREW
 GC2586'TYPE CAP STAMPED CROWEL 1934 NO 3 1975, PROJECTING 4 INCHES, 1 FOOT
 GC2586'SOUTHEAST OF A METAL WITNESS POST, 4 FEET EAST OF A 10 INCH OAK
 GC2586'TREE, 26 FEET SOUTHWEST OF THE 24 INCH OAK TREE, 38 FEET NORTHWEST
 GC2586'OF THE CENTERLINE OF THE ROAD AND 9 FEET SOUTHWEST OF THE CENTERLINE
 GC2586'OF THE FIELD ENTRANCE.
 GC2586'
 GC2586'THE AZIMUTH MARK IS 176 FEET WEST OF THE CENTERLINE OF THE ROAD, 16
 GC2586'FEET SOUTHWEST OF A 40 INCH OAK TREE, 1 FOOT SOUTHEAST OF A METAL
 GC2586'WITNESS POST AND 80 FEET WEST OF A POWER POLE.  THE MONUMENT
 GC2586'PROJECTS 8 INCHES AND THE DISK IS STAMPED CROWEL AZ 1934.
 GC2586'
 GC2586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 GC2586'SOUTH OF TENN. CITY.
 GC2586'
 GC2586'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2266 ***********************************************************************
 FE2266  DESIGNATION -  CROWN
 FE2266  PID         -  FE2266
 FE2266  STATE/COUNTY-  TN/CHESTER
 FE2266  USGS QUAD   -  MASSEYVILLE (1961)
 FE2266
 FE2266                         *CURRENT SURVEY CONTROL
 FE2266  ___________________________________________________________________
 FE2266* NAD 83(1995)-  35 22 12.56530(N)    088 43 29.31207(W)     ADJUSTED  
 FE2266* NAVD 88     -       181.45   (+/-2cm)     595.3    (feet)  VERTCON   
 FE2266  ___________________________________________________________________
 FE2266  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FE2266  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2266
 FE2266  HORZ ORDER  -  SECOND
 FE2266  VERT ORDER  -  THIRD ? (See Below)
 FE2266
 FE2266.The horizontal coordinates were established by classical geodetic methods
 FE2266.and adjusted by the National Geodetic Survey in April 1999..
 FE2266
 FE2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2266.The vertical order pertains to the NGVD 29 superseded value.
 FE2266
 FE2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2266
 FE2266.The geoid height was determined by GEOID03.
 FE2266
 FE2266;                    North         East     Units Scale Factor Converg.
 FE2266;SPC TN       -   118,482.142   352,419.240   MT  0.99998097   -1 35 42.8
 FE2266;SPC TN       -   388,720.16  1,156,228.79   sFT  0.99998097   -1 35 42.8
 FE2266;UTM  16      - 3,915,458.761   343,312.527   MT  0.99990256   -0 59 55.0
 FE2266
 FE2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2266!SPC TN       -   0.99997593  x   0.99998097  =   0.99995690
 FE2266!UTM  16      -   0.99997593  x   0.99990256  =   0.99987849
 FE2266
 FE2266|---------------------------------------------------------------------|
 FE2266| PID    Reference Object                     Distance      Geod. Az  |
 FE2266|                                                           dddmmss.s |
 FE2266| CG3868 CROWN RM 1                           23.076 METERS 01855     |
 FE2266| CG3870 CROWN RM 3                           20.010 METERS 02057     |
 FE2266| FE2267 HENDERSON BLACK TANK                APPROX.10.9 KM 0442940.0 |
 FE2266| CG3869 CROWN RM 2                           26.498 METERS 13603     |
 FE2266| FE2279 ROSS                                APPROX.10.0 KM 2252630.6 |
 FE2266| CG3867 CROWN AZ MK                                        3101452.6 |
 FE2266|---------------------------------------------------------------------|
 FE2266
 FE2266                          SUPERSEDED SURVEY CONTROL
 FE2266
 FE2266  NAD 83(1995)-  35 22 12.57195(N)    088 43 29.31763(W) AD(       ) 2
 FE2266  NAD 83(1986)-  35 22 12.57733(N)    088 43 29.31318(W) AD(       ) 2
 FE2266  NAD 27      -  35 22 12.29000(N)    088 43 29.11500(W) AD(       ) 2
 FE2266  NGVD 29 (07/19/86)  181.46   (m)          595.3    (f) LEVELING    3  
 FE2266
 FE2266.Superseded values are not recommended for survey control.
 FE2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2266.See file dsdata.txt to determine how the superseded data were derived.
 FE2266
 FE2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4331315459(NAD 83)
 FE2266_MARKER: DS = TRIANGULATION STATION DISK
 FE2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2266_STAMPING: CROWN 1934
 FE2266_MARK LOGO: CGS   
 FE2266
 FE2266  HISTORY     - Date     Condition        Report By
 FE2266  HISTORY     - 1934     MONUMENTED       CGS
 FE2266  HISTORY     - 1973     GOOD             TVA
 FE2266  HISTORY     - 1976     GOOD             NGS
 FE2266
 FE2266                          STATION DESCRIPTION
 FE2266
 FE2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2266'ON SITE OF OLD CROWN POINT SCHOOL (DESTROYED), 2.2 MILES SOUTHWEST OF
 FE2266'MONTEZUMA, 6.9 MILES NORTHEAST OF SILERTON, 7 MILES SOUTHWEST OF
 FE2266'HENDERSON, AND ON CLEARED PATCH OF LAND BELONGING TO MRS. OLIVER
 FE2266'STUMP. TO REACH FROM RAILROAD STATION IN SILERTON, GO
 FE2266'NORTHEAST 6.1 MILES ON ROUTE 105 (5.6 MILES FROM COUNTY LINE) TO
 FE2266'CROSSROADS, TURN LEFT ONTO DIRT ROAD, AND GO 0.6 MILE TO TOP OF
 FE2266'RIDGE AND STATION. ALSO REACHED FROM NORTHEAST BY TAKING ROUTE 105
 FE2266'SOUTHWEST FROM HENDERSON 7.0 MILES, OR 2.2 MILES SOUTHWEST OF
 FE2266'MONTEZUMA. STATION IS 77 FEET SOUTHWEST OF CENTER LINE OF ROAD AND 39
 FE2266'FEET SOUTHWEST OF 16-INCH OAK TREE WITH TRIANGULAR BLAZE. SURFACE
 FE2266'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2266'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2266'DISKS IN CONCRETE.  NO. 1 IS 18 FEET SOUTHWEST OF CENTER
 FE2266'LINE OF ROAD, 5.7 FEET SOUTH OF 6-INCH OAK TREE, AND 75.71 FEET FROM
 FE2266'STATION N 18 DEG 55 MIN E. NO. 2 IS 25 FEET EAST OF DIM
 FE2266'WOODS ROAD AND 86.83 FEET FROM STATION S 43 DEG 37 MIN E.
 FE2266'AZIMUTH MARK IS AT INTERSECTION OF ROADS ON PROPERTY OF JAKE DROKE,
 FE2266'ABOUT 17 YARDS WEST OF 24-INCH OAK TREE IN INTERSECTION OF ROAD,
 FE2266'ABOUT 25 FEET SOUTH OF CENTER LINE OF MAIN ROAD, 20 FEET NORTH OF
 FE2266'ROAD TO HOUSE, AND 0.3 MILE FROM STATION N 49 DEG 46 MIN W.
 FE2266
 FE2266                          STATION RECOVERY (1973)
 FE2266
 FE2266'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NOD)
 FE2266'CONDITION OF POINT WHEN FOUND GOOD.
 FE2266'
 FE2266'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CROWN STATION MARK
 FE2266'STA.
 FE2266'
 FE2266'MARKER OKAY.  DESC IN BULLETIN GOOD.
 FE2266'
 FE2266'ADD NEW REFS.
 FE2266'
 FE2266'POST AND SIGN SET 2.0 FEET W OF MARKER.
 FE2266'
 FE2266'N 20 E 70.0 TO POWER POLE.
 FE2266'S 23.0 TO 8 INCH RED OAK.
 FE2266'N 15 W 50.0 TO 12 INCH POST OAK.
 FE2266'
 FE2266'CROWN RM NO 1-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2266'
 FE2266'THIS REF MARK MON HAS BEEN DESTROYED BY DOZER WORK.
 FE2266'
 FE2266'MON AND CAP STILL INTACT.
 FE2266'
 FE2266'CROWN RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2266'
 FE2266'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT R.M NO 2.
 FE2266'
 FE2266'R.M NO. 2 IS IN GOOD CONDITION--DESC. IN BULLETIN OKAY.
 FE2266'
 FE2266'ADD NEW REFS.
 FE2266'8.0 FEET S 20 E TO 10 INCH PINE.
 FE2266'12.5 S 50 W TO 16 INCH BLACK JACK OAK.
 FE2266'2.0 FEET W TO POST AND SIGN.
 FE2266'
 FE2266'CROWN AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2266'
 FE2266'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CROWN AZI.
 FE2266'
 FE2266'DESC. IN BULLETIN GOOD.
 FE2266'
 FE2266'ADD NEW REFS.
 FE2266'107.5 E TO POWER POLE.
 FE2266'54.5 S 50 E TO 12 INCH POST OAK.
 FE2266'
 FE2266'POST AND SIGN SET 1.5 FEET S.W. OF MARKER.
 FE2266'
 FE2266'MARKER SET IN NE CORNER OF TRIANGLE FORMED BY ROAD DITCHES.
 FE2266'
 FE2266'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MI SW OF MONTEZUMA.
 FE2266
 FE2266                          STATION RECOVERY (1976)
 FE2266
 FE2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2266'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 FE2266'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND THE DISK
 FE2266'WAS SALVAGED.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED
 FE2266'BY TREES AND COULD NOT BE TAKEN AT THIS TIME.  REFERENCE MARK 3
 FE2266'WAS SET.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN
 FE2266'ERROR BY 0.11 OF A FOOT AND THIS IS THOUGHT TO BE AN ERROR IN THE
 FE2266'ORIGINAL MEASUREMENT.  A NEW DESCRIPTION FOLLOWS--
 FE2266'
 FE2266'THE STATION IS 77 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD, 78
 FE2266'FEET SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A METAL WITNESS POST,
 FE2266'23 FEET NORTH OF AN 8 INCH RED OAK AND 50 FEET SOUTHEAST OF A 12
 FE2266'INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 FE2266'STAMPED CROWN 1934.
 FE2266'
 FE2266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2266'HIGHWAY 100 AT THE WEST EDGE OF HENDERSON, GO WESTERLY ON HIGHWAY
 FE2266'100 FOR 3.9 MILES TO A CROSSROADS WITH A STORE IN THE NORTHEAST
 FE2266'ANGLE.  TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR 1.6 MILES TO
 FE2266'A PAVED T-ROAD IN THE SMALL SETTLEMENT OF MONTEZUMA.  TURN RIGHT
 FE2266'AND GO WESTERLY ON PAVED ROAD FOR 2.3 MILES TO A CROSSROAD.
 FE2266'TURN RIGHT AND GO NORTHERLY ON GRAVELED ROAD FOR 0.6 MILE TO THE
 FE2266'TOP OF GRADE AND THE STATION ON THE LEFT.  CONTINUE NORTHWEST ON
 FE2266'THE ROAD FOR 0.3 MILE TO A ROAD FORK AND THE AZIMUTH MARK.
 FE2266'
 FE2266'REFERENCE MARK 2 IS 13 FEET NORTHEAST OF A 16 INCH OAK TREE, 7 FEET
 FE2266'NORTHWEST OF A 10 INCH PINE TREE, 2 FEET EAST OF A METAL WITNESS
 FE2266'POST AND 50 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 FE2266'PROJECTS 6 INCHES AND THE DISK IS STAMPED CROWN NO 2 1934.
 FE2266'
 FE2266'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE2266'CROWN 1934 NO 3 1976, PROJECTING 2 INCHES, 1 FOOT SOUTH OF A METAL
 FE2266'WITNESS POST, 13 FEET SOUTHWEST OF THE POWER POLE AND 28 FEET WEST
 FE2266'OF THE CENTERLINE OF THE ROAD.
 FE2266'
 FE2266'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF ROAD, 20 FEET
 FE2266'NORTH OF THE CENTERLINE OF ROAD, 108 FEET WEST OF A POWER POLE, 54
 FE2266'FEET NORTHWEST OF A 12 INCH OAK TREE AND 2 FEET NORTHEAST OF A
 FE2266'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 FE2266'IS STAMPED CROWN AZI 1934.
 FE2266'
 FE2266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 FE2266'SOUTHWEST OF MONTEZUMA.
 FE2266'
 FE2266'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0249 ***********************************************************************
 FE0249  DESIGNATION -  CRUMP
 FE0249  PID         -  FE0249
 FE0249  STATE/COUNTY-  TN/HARDIN
 FE0249  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0249
 FE0249                         *CURRENT SURVEY CONTROL
 FE0249  ___________________________________________________________________
 FE0249* NAD 83(1995)-  35 11 10.13571(N)    088 20 04.18237(W)     ADJUSTED  
 FE0249* NAVD 88     -       155.771  (meters)     511.06   (feet)  ADJUSTED  
 FE0249  ___________________________________________________________________
 FE0249  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FE0249  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0249  DYNAMIC HT  -         155.629 (meters)     510.59  (feet)  COMP
 FE0249  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FE0249
 FE0249  HORZ ORDER  -  SECOND
 FE0249  VERT ORDER  -  FIRST     CLASS II
 FE0249
 FE0249.The horizontal coordinates were established by classical geodetic methods
 FE0249.and adjusted by the National Geodetic Survey in April 1999..
 FE0249
 FE0249.The orthometric height was determined by differential leveling
 FE0249.and adjusted by the National Geodetic Survey in June 1991..
 FE0249
 FE0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0249
 FE0249.The geoid height was determined by GEOID03.
 FE0249
 FE0249.The dynamic height is computed by dividing the NAVD 88
 FE0249.geopotential number by the normal gravity value computed on the
 FE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0249.degrees latitude (g = 980.6199 gals.).
 FE0249
 FE0249.The modeled gravity was interpolated from observed gravity values.
 FE0249
 FE0249;                    North         East     Units Scale Factor Converg.
 FE0249;SPC TN       -    97,156.433   387,389.606   MT  1.00001188   -1 22 00.1
 FE0249;SPC TN       -   318,754.06  1,270,960.73   sFT  1.00001188   -1 22 00.1
 FE0249;UTM  16      - 3,894,502.021   378,497.815   MT  0.99978194   -0 46 08.7
 FE0249
 FE0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0249!SPC TN       -   0.99997988  x   1.00001188  =   0.99999176
 FE0249!UTM  16      -   0.99997988  x   0.99978194  =   0.99976182
 FE0249
 FE0249|---------------------------------------------------------------------|
 FE0249| PID    Reference Object                     Distance      Geod. Az  |
 FE0249|                                                           dddmmss.s |
 FE0249| FE0250 CRUMP RM 1                          102.914 METERS 02059     |
 FE0249| FE2257 SAVENNAH CTHSE CUPOLA               APPROX. 8.8 KM 0604106.1 |
 FE0249| FE0251 CRUMP RM 2                           24.037 METERS 11030     |
 FE0249| FE2255 SHILOH NATL PARK MAIN FLAGPOLE      APPROX. 4.1 KM 1632711.6 |
 FE0249| FE2254 SHILOH NATL PARK IOWA MON           APPROX. 4.0 KM 1664630.6 |
 FE0249| CG3874 CRUMP AZ MK                                        2971849.4 |
 FE0249| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 6.6 KM 3200533.2 |
 FE0249|---------------------------------------------------------------------|
 FE0249
 FE0249                          SUPERSEDED SURVEY CONTROL
 FE0249
 FE0249  NAD 83(1995)-  35 11 10.13809(N)    088 20 04.18257(W) AD(       ) 2
 FE0249  NAD 83(1995)-  35 11 10.13884(N)    088 20 04.18203(W) AD(       ) 2
 FE0249  NAD 83(1995)-  35 11 10.14328(N)    088 20 04.18280(W) AD(       ) 2
 FE0249  NAD 83(1986)-  35 11 10.14457(N)    088 20 04.18231(W) AD(       ) 2
 FE0249  NAD 27      -  35 11 09.84800(N)    088 20 04.04500(W) AD(       ) 2
 FE0249  NGVD 29 (??/??/??)  155.779  (m)          511.08   (f) ADJUSTED    1 2
 FE0249
 FE0249.Superseded values are not recommended for survey control.
 FE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0249.See file dsdata.txt to determine how the superseded data were derived.
 FE0249
 FE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7849894502(NAD 83)
 FE0249_MARKER: DS = TRIANGULATION STATION DISK
 FE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0249_STAMPING: CRUMP 1934
 FE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0249+STABILITY: SURFACE MOTION
 FE0249
 FE0249  HISTORY     - Date     Condition        Report By
 FE0249  HISTORY     - 1934     MONUMENTED       CGS
 FE0249  HISTORY     - 1947     GOOD             CGS
 FE0249  HISTORY     - 1949     GOOD             TVA
 FE0249  HISTORY     - 1962     GOOD             TNHD
 FE0249  HISTORY     - 1967     GOOD             CGS
 FE0249
 FE0249                          STATION DESCRIPTION
 FE0249
 FE0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE0249'ABOUT 5-1/2 MILES WEST-SOUTHWEST OF SAVANNAH, NEAR SHILOH NATIONAL
 FE0249'PARK, ON STATE ROUTE 22, 2.65 MILES SOUTH ALONG ROUTE 22 FROM
 FE0249'JUNCTION OF STATE ROUTE 22 AND U. S. ROUTE 64 AT CRUMP, 200 FEET
 FE0249'SOUTHWEST OF HOME OF S.P.BARLOW, AT SOUTHEAST CORNER OF
 FE0249'FIELD, AT NORTH EDGE OF WOODS, 47.8 FEET NORTHWEST OF CENTER OF
 FE0249'HIGHWAY, AND 38.1 FEET NORTH-NORTHWEST OF LARGE DOUBLE-OAK
 FE0249'TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE0249'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE0249'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS ON WEST
 FE0249'SIDE OF ROAD, 30 FEET SOUTHEAST OF LARGE OAK TREE, AND 337.65 FEET
 FE0249'FROM STATION.  NO. 2 IS ON
 FE0249'EAST SIDE OF ROAD, ABOUT 30 FEET FROM CENTER LINE THEREOF, AND 78.87
 FE0249'FEET FROM STATION. AZIMUTH MARK IS
 FE0249'AT EAST EDGE OF WOODS AND WEST EDGE OF FIELD, ABOUT 100 FEET SOUTH OF
 FE0249'MID-POINT, 25 FEET SOUTHEAST OF 15-INCH HICKORY, 10 FEET
 FE0249'EAST OF FENCE, AND ABOUT 300 YARDS FROM STATION.
 FE0249
 FE0249                          STATION RECOVERY (1947)
 FE0249
 FE0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 FE0249'2.7 MI S FROM CRUMP.
 FE0249'2.45 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0249'AND CEMETERY AT CRUMP, THENCE ABOUT 0.25 MILE WEST ALONG A
 FE0249'GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST,
 FE0249'300 FEET SOUTHWEST AND ACROSS THE ROAD NORTHWEST FROM A SMALL
 FE0249'FARM HOUSE, 49 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 150
 FE0249'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST, 37 FEET
 FE0249'NORTH OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 69 FEET NORTHWEST
 FE0249'AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 8-INCH WILD CHERRY
 FE0249'TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 FE0249'FOOT ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 FE0249'PROJECTING 6 INCHES.
 FE0249
 FE0249                          STATION RECOVERY (1949)
 FE0249
 FE0249'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE0249'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 5-1/2 MILES SW
 FE0249'OF SAVANNAH. THE DISK IS STAMPED CRUMP 1934.
 FE0249'
 FE0249'ADD 80 FEET NE OF A Y-INTERSECTION AND 0.2 MILE NE OF STATE HIGHWAY
 FE0249'22. A STEEL POST IS SET 2 FEET E OF THE MARK.
 FE0249
 FE0249                          STATION RECOVERY (1962)
 FE0249
 FE0249'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FE0249'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE OLD
 FE0249'DESCRIPTION WAS FOUND TO BE INADEQUATE AND A COMPLETE
 FE0249'DESCRIPTION FOLLOWS-
 FE0249'
 FE0249'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF ADAMSVILLE.
 FE0249'
 FE0249'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 15 AND 22,
 FE0249'GO 2.5 MILES SOUTH ON STATE ROUTE 22 TO A PAVED ROAD, TURN
 FE0249'RIGHT, WEST, AND GO 0.3 MILE TO THE STATION ON THE RIGHT AS
 FE0249'DESCRIBED. ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 FE0249'
 FE0249'THE STATION IS 48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FE0249'PAVED ROAD, 33 FEET EAST OF A 20-INCH OAK TREE, 2.5 FEET
 FE0249'NORTHWEST OF A WITNESS POST. IT IS STAMPED CRUMP 1934.
 FE0249'
 FE0249'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE APPROXIMATE CENTER OF A
 FE0249'GRAVEL ROAD AND 20 FEET NORTHWEST OF A 5-INCH PINE TREE. IT IS
 FE0249'STAMPED CRUMP NO. 1 1934.
 FE0249'
 FE0249'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FE0249'OF A PAVED ROAD AND 9 FEET NORTHWEST OF A UTILITY POLE. IT
 FE0249'IS STAMPED CRUMP NO. 2 1934.
 FE0249'
 FE0249'THE AZIMUTH MARK IS IN THE EAST EDGE OF WOODS AND WEST EDGE OF FIELD
 FE0249'ABOUT 300 YARDS NORTHWEST OF THE STATION.
 FE0249'
 FE0249'IT IS 21 FEET NORTHEAST OF A TRIANGLE BLAZED 16-INCH SWEET GUM TREE
 FE0249'AND 14 FEET NORTHWEST OF A TRINGLE BLAZED 10-INCH OAK
 FE0249'TREE. IT IS STAMPED CRUMP 1934.
 FE0249
 FE0249                          STATION RECOVERY (1967)
 FE0249
 FE0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0249'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1962
 FE0249'RECOVERY NOTE AND FOUND IN GOOD CONDITION. THE 1962 TO-REACH
 FE0249'IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0448 ***********************************************************************
 FF0448  DESIGNATION -  CRUMP
 FF0448  PID         -  FF0448
 FF0448  STATE/COUNTY-  TN/SHELBY
 FF0448  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0448
 FF0448                         *CURRENT SURVEY CONTROL
 FF0448  ___________________________________________________________________
 FF0448* NAD 83(1995)-  35 07 31.86139(N)    090 04 22.60717(W)     ADJUSTED  
 FF0448* NAVD 88     -        91.381  (meters)     299.81   (feet)  ADJUSTED  
 FF0448  ___________________________________________________________________
 FF0448  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FF0448  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0448  DYNAMIC HT  -          91.298 (meters)     299.53  (feet)  COMP
 FF0448  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FF0448
 FF0448  HORZ ORDER  -  SECOND
 FF0448  VERT ORDER  -  SECOND    CLASS 0
 FF0448
 FF0448.The horizontal coordinates were established by classical geodetic methods
 FF0448.and adjusted by the National Geodetic Survey in April 1999..
 FF0448
 FF0448.The orthometric height was determined by differential leveling
 FF0448.and adjusted by the National Geodetic Survey in June 1991..
 FF0448
 FF0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0448
 FF0448.The geoid height was determined by GEOID03.
 FF0448
 FF0448.The dynamic height is computed by dividing the NAVD 88
 FF0448.geopotential number by the normal gravity value computed on the
 FF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0448.degrees latitude (g = 980.6199 gals.).
 FF0448
 FF0448.The modeled gravity was interpolated from observed gravity values.
 FF0448
 FF0448;                    North         East     Units Scale Factor Converg.
 FF0448;SPC TN       -    95,617.785   228,854.971   MT  1.00002430   -2 23 04.1
 FF0448;SPC TN       -   313,706.02    750,835.02   sFT  1.00002430   -2 23 04.1
 FF0448;SPC AR N     -    89,604.884   575,631.267   MT  0.99996778   +1 07 16.9
 FF0448;SPC AR N     -   293,978.69  1,888,550.25   sFT  0.99996778   +1 07 16.9
 FF0448;UTM  15      - 3,890,884.674   766,729.493   MT  1.00047690   +1 41 06.5
 FF0448;UTM  16      - 3,891,285.688   219,971.696   MT  1.00056653   -1 46 09.2
 FF0448
 FF0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0448!SPC TN       -   0.99998994  x   1.00002430  =   1.00001424
 FF0448!SPC AR N     -   0.99998994  x   0.99996778  =   0.99995772
 FF0448!UTM  15      -   0.99998994  x   1.00047690  =   1.00046683
 FF0448!UTM  16      -   0.99998994  x   1.00056653  =   1.00055646
 FF0448
 FF0448:                Primary Azimuth Mark                     Grid Az
 FF0448:SPC TN       -  CRUMP AZ MK                              107 49 46.9
 FF0448:SPC AR N     -  CRUMP AZ MK                              104 19 25.9
 FF0448:UTM  15      -  CRUMP AZ MK                              103 45 36.3
 FF0448:UTM  16      -  CRUMP AZ MK                              107 12 52.0
 FF0448
 FF0448|---------------------------------------------------------------------|
 FF0448| PID    Reference Object                     Distance      Geod. Az  |
 FF0448|                                                           dddmmss.s |
 FF0448| FF0449 CRUMP AZ MK                                        1052642.8 |
 FF0448| FF0446 CRUMP RM 1                           22.269 METERS 14536     |
 FF0448| FF0447 CRUMP RM 2                           31.309 METERS 29723     |
 FF0448|---------------------------------------------------------------------|
 FF0448
 FF0448                          SUPERSEDED SURVEY CONTROL
 FF0448
 FF0448  NAD 83(1995)-  35 07 31.86363(N)    090 04 22.60678(W) AD(       ) 2
 FF0448  NAD 83(1995)-  35 07 31.86743(N)    090 04 22.60654(W) AD(       ) 2
 FF0448  NAD 83(1986)-  35 07 31.87164(N)    090 04 22.60845(W) AD(       ) 2
 FF0448  NAD 27      -  35 07 31.54420(N)    090 04 22.27360(W) AD(       ) 2
 FF0448  NGVD 29 (??/??/??)   91.345  (m)          299.69   (f) ADJUSTED    2 0
 FF0448
 FF0448.Superseded values are not recommended for survey control.
 FF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0448.See file dsdata.txt to determine how the superseded data were derived.
 FF0448
 FF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6672990885(NAD 83)
 FF0448_MARKER: DE = TRAVERSE STATION DISK
 FF0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0448_STAMPING: CRUMP 1959
 FF0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0448+STABILITY: SURFACE MOTION
 FF0448
 FF0448  HISTORY     - Date     Condition        Report By
 FF0448  HISTORY     - 1959     MONUMENTED       CGS
 FF0448  HISTORY     - 1959     GOOD             CGS
 FF0448  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0448  HISTORY     - 20001128 MARK NOT FOUND   USE
 FF0448
 FF0448                          STATION DESCRIPTION
 FF0448
 FF0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0448'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 FF0448'MEMPHIS-ARKANSAS BRIDGE.  IT IS 33 FEET EAST OF THE NORTHEAST
 FF0448'CORNER STONE OF THE BRIDGE AND 24 FEET NORTH OF THE NORTH
 FF0448'CURB OF THE HIGHWAY.
 FF0448'
 FF0448'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0448'CRUMP 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0448'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FF0448'
 FF0448'THE UNDERGROUND MARK IS A STANDARD TRAVERSE STATION DISK
 FF0448'STAMPED CRUMP 1959 AND IS SET ABOUT 30 INCHES BELOW THE
 FF0448'SURFACE OF THE GROUND.
 FF0448'
 FF0448'REFERENCE MARK 1, A STANDARD DISK STAMPED CRUMP NO 1 1959,
 FF0448'IS SET IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 19 FEET
 FF0448'EAST OF A LIGHT POST, 4 FEET NORTH OF THE NORTH CURB OF
 FF0448'THE HIGHWAY, AND 1 FOOT NORTH OF THE SOUTH EDGE OF THE WALK.
 FF0448'
 FF0448'REFERENCE MARK 2, A STANDARD DISK STAMPED CRUMP NO 2 1959,
 FF0448'IS SET IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 6 FEET
 FF0448'SOUTH OF A CONCRETE GUARD WALL, 2 FEET NORTH OF THE NORTH
 FF0448'CURB OF THE HIGHWAY, AND 2 FEET SOUTH OF THE SOUTH EDGE
 FF0448'OF THE FIRST SPAN OF THE BRIDGE.
 FF0448'
 FF0448'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRUMP 1959, IS
 FF0448'SET IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 72 FEET
 FF0448'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE TOWN PARK MOTEL
 FF0448'RESTAURANT.
 FF0448
 FF0448                          STATION RECOVERY (1959)
 FF0448
 FF0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0448'AT MEMPHIS.
 FF0448'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 FF0448'MEMPHIS-ARKANSAS BRIDGE.  IT IS 33 FEET EAST OF THE NORTHEAST
 FF0448'CORNER STONE OF THE BRIDGE AND 24 FEET NORTH OF THE NORTH CURB
 FF0448'OF THE HIGHWAY.  THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 FF0448'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 0.9 MILE NORTH
 FF0448'OF X 214.
 FF0448
 FF0448                          STATION RECOVERY (1995)
 FF0448
 FF0448'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0448'MARK NOT FOUND.
 FF0448
 FF0448                          STATION RECOVERY (2000)
 FF0448
 FF0448'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0448'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0449 ***********************************************************************
 FF0449  DESIGNATION -  CRUMP AZ MK
 FF0449  PID         -  FF0449
 FF0449  STATE/COUNTY-  TN/SHELBY
 FF0449  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0449
 FF0449                         *CURRENT SURVEY CONTROL
 FF0449  ___________________________________________________________________
 FF0449* NAD 83(1986)-  35 07 27.     (N)    090 04 02.     (W)     SCALED    
 FF0449* NAVD 88     -        86.510  (meters)     283.82   (feet)  ADJUSTED  
 FF0449  ___________________________________________________________________
 FF0449  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0449  DYNAMIC HT  -          86.432 (meters)     283.57  (feet)  COMP
 FF0449  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FF0449
 FF0449  VERT ORDER  -  SECOND    CLASS 0
 FF0449
 FF0449.The horizontal coordinates were scaled from a topographic map and have
 FF0449.an estimated accuracy of +/- 6 seconds.
 FF0449
 FF0449.The orthometric height was determined by differential leveling
 FF0449.and adjusted by the National Geodetic Survey in June 1991..
 FF0449
 FF0449.The geoid height was determined by GEOID03.
 FF0449
 FF0449.The dynamic height is computed by dividing the NAVD 88
 FF0449.geopotential number by the normal gravity value computed on the
 FF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0449.degrees latitude (g = 980.6199 gals.).
 FF0449
 FF0449.The modeled gravity was interpolated from observed gravity values.
 FF0449
 FF0449;                    North         East    Units  Estimated Accuracy
 FF0449;SPC TN       -    95,450.      229,370.      MT  (+/- 180 meters Scaled)
 FF0449
 FF0449                          SUPERSEDED SURVEY CONTROL
 FF0449
 FF0449  NGVD 29 (??/??/??)   86.474  (m)          283.71   (f) ADJUSTED    2 0
 FF0449
 FF0449.Superseded values are not recommended for survey control.
 FF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0449.See file dsdata.txt to determine how the superseded data were derived.
 FF0449
 FF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU672907(NAD 83)
 FF0449_MARKER: DZ = AZIMUTH MARK DISK
 FF0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0449_SP_SET: SIDEWALK
 FF0449_STAMPING: CRUMP 1959
 FF0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0449
 FF0449  HISTORY     - Date     Condition        Report By
 FF0449  HISTORY     - 1959     MONUMENTED       CGS
 FF0449  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0449
 FF0449                          STATION DESCRIPTION
 FF0449
 FF0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0449'AT MEMPHIS.
 FF0449'THIS MARK IS 0.3 MILE EAST ALONG CRUMP BLVD. FROM THE EAST END
 FF0449'OF THE MISSISSIPPI RIVER BRIDGE, SET IN A DRILL HOLE IN A CONCRETE
 FF0449'WALK.  IT IS 71 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CURB OF A
 FF0449'CUT-OFF FROM CRUMP BLVD. TO PENNSYLVANIA STREET, 71 FEET
 FF0449'NORTHWEST OF THE NORTHEAST CORNER OF THE TOWN PARK MOTOR
 FF0449'HOTEL, 63 FEET SOUTH-SOUTHEAST OF A LAMP POST.
 FF0449
 FF0449                          STATION RECOVERY (1995)
 FF0449
 FF0449'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0250 ***********************************************************************
 FE0250  DESIGNATION -  CRUMP RM 1
 FE0250  PID         -  FE0250
 FE0250  STATE/COUNTY-  TN/HARDIN
 FE0250  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0250
 FE0250                         *CURRENT SURVEY CONTROL
 FE0250  ___________________________________________________________________
 FE0250* NAD 83(1986)-  35 11 10.     (N)    088 20 03.     (W)     SCALED    
 FE0250* NAVD 88     -       155.475  (meters)     510.09   (feet)  ADJUSTED  
 FE0250  ___________________________________________________________________
 FE0250  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0250  DYNAMIC HT  -         155.333 (meters)     509.62  (feet)  COMP
 FE0250  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE0250
 FE0250  VERT ORDER  -  FIRST     CLASS II
 FE0250
 FE0250.The horizontal coordinates were scaled from a topographic map and have
 FE0250.an estimated accuracy of +/- 6 seconds.
 FE0250
 FE0250.The orthometric height was determined by differential leveling
 FE0250.and adjusted by the National Geodetic Survey in June 1991..
 FE0250
 FE0250.The geoid height was determined by GEOID03.
 FE0250
 FE0250.The dynamic height is computed by dividing the NAVD 88
 FE0250.geopotential number by the normal gravity value computed on the
 FE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0250.degrees latitude (g = 980.6199 gals.).
 FE0250
 FE0250.The modeled gravity was interpolated from observed gravity values.
 FE0250
 FE0250;                    North         East    Units  Estimated Accuracy
 FE0250;SPC TN       -    97,150.      387,420.      MT  (+/- 180 meters Scaled)
 FE0250
 FE0250                          SUPERSEDED SURVEY CONTROL
 FE0250
 FE0250  NGVD 29 (??/??/??)  155.483  (m)          510.11   (f) ADJUSTED    1 2
 FE0250
 FE0250.Superseded values are not recommended for survey control.
 FE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0250.See file dsdata.txt to determine how the superseded data were derived.
 FE0250
 FE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD785944(NAD 83)
 FE0250_MARKER: DR = REFERENCE MARK DISK
 FE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0250_STAMPING: CRUMP NO 1 1934
 FE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0250+STABILITY: SURFACE MOTION
 FE0250
 FE0250  HISTORY     - Date     Condition        Report By
 FE0250  HISTORY     - 1934     MONUMENTED       CGS
 FE0250  HISTORY     - 1947     GOOD             CGS
 FE0250
 FE0250                          STATION DESCRIPTION
 FE0250
 FE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0250'2.7 MI S FROM CRUMP.
 FE0250'2.45 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0250'AND CEMETERY AT CRUMP, THENCE ABOUT 0.25 MILE WEST ALONG A
 FE0250'GRAVEL ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 250
 FE0250'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 130 FEET
 FE0250'WEST AND ACROSS THE ROAD NORTHWEST FROM THE NORTHWEST CORNER OF
 FE0250'A SMALL FRAME HOUSE, 20 FEET SOUTHWEST OF THE CENTER LINE OF A
 FE0250'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD NORTHWEST AND
 FE0250'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0446 ***********************************************************************
 FF0446  DESIGNATION -  CRUMP RM 1
 FF0446  PID         -  FF0446
 FF0446  STATE/COUNTY-  TN/SHELBY
 FF0446  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0446
 FF0446                         *CURRENT SURVEY CONTROL
 FF0446  ___________________________________________________________________
 FF0446* NAD 83(1986)-  35 07 30.     (N)    090 04 20.     (W)     SCALED    
 FF0446* NAVD 88     -        90.745  (meters)     297.72   (feet)  ADJUSTED  
 FF0446  ___________________________________________________________________
 FF0446  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0446  DYNAMIC HT  -          90.663 (meters)     297.45  (feet)  COMP
 FF0446  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FF0446
 FF0446  VERT ORDER  -  SECOND    CLASS 0
 FF0446
 FF0446.The horizontal coordinates were scaled from a topographic map and have
 FF0446.an estimated accuracy of +/- 6 seconds.
 FF0446
 FF0446.The orthometric height was determined by differential leveling
 FF0446.and adjusted by the National Geodetic Survey in June 1991..
 FF0446
 FF0446.The geoid height was determined by GEOID03.
 FF0446
 FF0446.The dynamic height is computed by dividing the NAVD 88
 FF0446.geopotential number by the normal gravity value computed on the
 FF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0446.degrees latitude (g = 980.6199 gals.).
 FF0446
 FF0446.The modeled gravity was interpolated from observed gravity values.
 FF0446
 FF0446;                    North         East    Units  Estimated Accuracy
 FF0446;SPC TN       -    95,560.      228,920.      MT  (+/- 180 meters Scaled)
 FF0446
 FF0446                          SUPERSEDED SURVEY CONTROL
 FF0446
 FF0446  NGVD 29 (??/??/??)   90.710  (m)          297.60   (f) ADJUSTED    2 0
 FF0446
 FF0446.Superseded values are not recommended for survey control.
 FF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0446.See file dsdata.txt to determine how the superseded data were derived.
 FF0446
 FF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU667908(NAD 83)
 FF0446_MARKER: DR = REFERENCE MARK DISK
 FF0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0446_SP_SET: SIDEWALK
 FF0446_STAMPING: CRUMP NO 1 1959
 FF0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0446
 FF0446  HISTORY     - Date     Condition        Report By
 FF0446  HISTORY     - 1959     MONUMENTED       CGS
 FF0446  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0446
 FF0446                          STATION DESCRIPTION
 FF0446
 FF0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0446'AT MEMPHIS.
 FF0446'THE MARK IS LOCATED AT THE CRUMP STATION SITE, SET IN A DRILL
 FF0446'HOLE IN A CONCRETE WALK.  IT IS 73.1 FEET SOUTHEAST OF THE
 FF0446'STATION MARK, 19 FEET EAST OF A LIGHT POST, 4 FEET NORTH OF
 FF0446'THE NORTH CURB OF THE HIGHWAY, AND 1 FOOT NORTH OF THE SOUTH
 FF0446'EDGE OF THE WALK.
 FF0446
 FF0446                          STATION RECOVERY (1995)
 FF0446
 FF0446'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0251 ***********************************************************************
 FE0251  DESIGNATION -  CRUMP RM 2
 FE0251  PID         -  FE0251
 FE0251  STATE/COUNTY-  TN/HARDIN
 FE0251  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0251
 FE0251                         *CURRENT SURVEY CONTROL
 FE0251  ___________________________________________________________________
 FE0251* NAD 83(1986)-  35 11 09.     (N)    088 20 03.     (W)     SCALED    
 FE0251* NAVD 88     -       155.380  (meters)     509.78   (feet)  ADJUSTED  
 FE0251  ___________________________________________________________________
 FE0251  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0251  DYNAMIC HT  -         155.238 (meters)     509.31  (feet)  COMP
 FE0251  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE0251
 FE0251  VERT ORDER  -  FIRST     CLASS II
 FE0251
 FE0251.The horizontal coordinates were scaled from a topographic map and have
 FE0251.an estimated accuracy of +/- 6 seconds.
 FE0251
 FE0251.The orthometric height was determined by differential leveling
 FE0251.and adjusted by the National Geodetic Survey in June 1991..
 FE0251
 FE0251.The geoid height was determined by GEOID03.
 FE0251
 FE0251.The dynamic height is computed by dividing the NAVD 88
 FE0251.geopotential number by the normal gravity value computed on the
 FE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0251.degrees latitude (g = 980.6199 gals.).
 FE0251
 FE0251.The modeled gravity was interpolated from observed gravity values.
 FE0251
 FE0251;                    North         East    Units  Estimated Accuracy
 FE0251;SPC TN       -    97,120.      387,420.      MT  (+/- 180 meters Scaled)
 FE0251
 FE0251                          SUPERSEDED SURVEY CONTROL
 FE0251
 FE0251  NGVD 29 (??/??/??)  155.388  (m)          509.80   (f) ADJUSTED    1 2
 FE0251
 FE0251.Superseded values are not recommended for survey control.
 FE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0251.See file dsdata.txt to determine how the superseded data were derived.
 FE0251
 FE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD785944(NAD 83)
 FE0251_MARKER: DR = REFERENCE MARK DISK
 FE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0251_STAMPING: CRUMP NO 2 1934
 FE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0251+STABILITY: SURFACE MOTION
 FE0251
 FE0251  HISTORY     - Date     Condition        Report By
 FE0251  HISTORY     - 1934     MONUMENTED       CGS
 FE0251  HISTORY     - 1947     GOOD             CGS
 FE0251
 FE0251                          STATION DESCRIPTION
 FE0251
 FE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0251'2.7 MI S FROM CRUMP.
 FE0251'2.45 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0251'AND CEMETERY AT CRUMP, THENCE ABOUT 0.25 MILE WEST ALONG A GRAVEL
 FE0251'ROAD AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 286 FEET SOUTH
 FE0251'OF THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 106 FEET
 FE0251'SOUTHWEST OF THE PROLONGED CENTER LINE OF THE ROAD NORTHWEST, 33
 FE0251'FEET NORTHEAST OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 20 FEET
 FE0251'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 FE0251'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET
 FE0251'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0447 ***********************************************************************
 FF0447  DESIGNATION -  CRUMP RM 2
 FF0447  PID         -  FF0447
 FF0447  STATE/COUNTY-  TN/SHELBY
 FF0447  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0447
 FF0447                         *CURRENT SURVEY CONTROL
 FF0447  ___________________________________________________________________
 FF0447* NAD 83(1986)-  35 07 30.     (N)    090 04 20.     (W)     SCALED    
 FF0447* NAVD 88     -        91.960  (meters)     301.71   (feet)  ADJUSTED  
 FF0447  ___________________________________________________________________
 FF0447  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0447  DYNAMIC HT  -          91.877 (meters)     301.43  (feet)  COMP
 FF0447  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FF0447
 FF0447  VERT ORDER  -  SECOND    CLASS 0
 FF0447
 FF0447.The horizontal coordinates were scaled from a topographic map and have
 FF0447.an estimated accuracy of +/- 6 seconds.
 FF0447
 FF0447.The orthometric height was determined by differential leveling
 FF0447.and adjusted by the National Geodetic Survey in June 1991..
 FF0447
 FF0447.The geoid height was determined by GEOID03.
 FF0447
 FF0447.The dynamic height is computed by dividing the NAVD 88
 FF0447.geopotential number by the normal gravity value computed on the
 FF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0447.degrees latitude (g = 980.6199 gals.).
 FF0447
 FF0447.The modeled gravity was interpolated from observed gravity values.
 FF0447
 FF0447;                    North         East    Units  Estimated Accuracy
 FF0447;SPC TN       -    95,560.      228,920.      MT  (+/- 180 meters Scaled)
 FF0447
 FF0447                          SUPERSEDED SURVEY CONTROL
 FF0447
 FF0447  NGVD 29 (??/??/??)   91.924  (m)          301.59   (f) ADJUSTED    2 0
 FF0447
 FF0447.Superseded values are not recommended for survey control.
 FF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0447.See file dsdata.txt to determine how the superseded data were derived.
 FF0447
 FF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU667908(NAD 83)
 FF0447_MARKER: DR = REFERENCE MARK DISK
 FF0447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF0447_SP_SET: DRILL HOLE IN SIDEWALK
 FF0447_STAMPING: CRUMP NO 2 1959
 FF0447_MARK LOGO: CGS   
 FF0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0447+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0447
 FF0447  HISTORY     - Date     Condition        Report By
 FF0447  HISTORY     - 1959     MONUMENTED       CGS
 FF0447  HISTORY     - 1985     SEE DESCRIPTION  ARHD
 FF0447  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0447  HISTORY     - 20001127 GOOD             CGS
 FF0447  HISTORY     - 20001127 GOOD             USACE
 FF0447  HISTORY     - 20021028 GOOD             USACE
 FF0447
 FF0447                          STATION DESCRIPTION
 FF0447
 FF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0447'AT MEMPHIS.
 FF0447'THIS MARK IS LOCATED AT THE STATION SITE, 102.7 FT. WEST-NORTHWEST
 FF0447'OF THE STATION MARK, 6 FT. SOUTH OF A CONCRETE GUARD WALL, 2 FT.
 FF0447'NORTH OF THE NORTH CURB OF THE HIGHWAY, 2 FT. SOUTH OF THE SOUTH
 FF0447'EDGE OF THE FIRST SPAN OF THE BRIDGE, A DISK SET IN A DRILL HOLE
 FF0447'IN A CONCRETE WALK.
 FF0447
 FF0447                          STATION RECOVERY (1985)
 FF0447
 FF0447'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1985 (RO)
 FF0447'RECOVERED AS DESCRIBED.
 FF0447
 FF0447                          STATION RECOVERY (1995)
 FF0447
 FF0447'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0447'MARK NOT FOUND.
 FF0447
 FF0447                          STATION RECOVERY (2000)
 FF0447
 FF0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 FF0447'RECOVERED IN GOOD CONDITION.
 FF0447
 FF0447                          STATION RECOVERY (2000)
 FF0447
 FF0447'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF0447'MARK WAS RECOVERED IN GOOD CONDITION.
 FF0447
 FF0447                          STATION RECOVERY (2002)
 FF0447
 FF0447'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2443 ***********************************************************************
 FE2443  DESIGNATION -  CRYSA
 FE2443  PID         -  FE2443
 FE2443  STATE/COUNTY-  TN/HAYWOOD
 FE2443  USGS QUAD   -  TURNPIKE (1981)
 FE2443
 FE2443                         *CURRENT SURVEY CONTROL
 FE2443  ___________________________________________________________________
 FE2443* NAD 83(1995)-  35 37 05.65136(N)    089 27 47.58784(W)     ADJUSTED  
 FE2443* NAVD 88     -       107.06   (+/-2cm)     351.2    (feet)  VERTCON   
 FE2443  ___________________________________________________________________
 FE2443  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 FE2443  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2443
 FE2443  HORZ ORDER  -  SECOND
 FE2443  VERT ORDER  -  THIRD ? (See Below)
 FE2443
 FE2443.The horizontal coordinates were established by classical geodetic methods
 FE2443.and adjusted by the National Geodetic Survey in April 1999..
 FE2443
 FE2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2443.The vertical order pertains to the NGVD 29 superseded value.
 FE2443
 FE2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2443
 FE2443.The geoid height was determined by GEOID03.
 FE2443
 FE2443;                    North         East     Units Scale Factor Converg.
 FE2443;SPC TN       -   148,109.335   286,324.839   MT  0.99995546   -2 01 39.0
 FE2443;SPC TN       -   485,922.04    939,384.08   sFT  0.99995546   -2 01 39.0
 FE2443;UTM  16      - 3,944,400.463   276,908.600   MT  1.00021335   -1 26 06.5
 FE2443
 FE2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2443!SPC TN       -   0.99998752  x   0.99995546  =   0.99994298
 FE2443!UTM  16      -   0.99998752  x   1.00021335  =   1.00020087
 FE2443
 FE2443|---------------------------------------------------------------------|
 FE2443| PID    Reference Object                     Distance      Geod. Az  |
 FE2443|                                                           dddmmss.s |
 FE2443| CG3876 CRYSA RM 1                           26.375 METERS 12317     |
 FE2443| FE2517 STANTON MUNICIPAL TANK              APPROX.18.1 KM 1614524.2 |
 FE2443| FE2637 TABERNACLE LOT                      APPROX.14.1 KM 2120505.2 |
 FE2443| CG3877 CRYSA RM 2                           27.994 METERS 22014     |
 FE2443| CG3875 CRYSA AZ MK                                        2820341.9 |
 FE2443| FE2632 RIPLEY MUNICIPAL TANK               APPROX.15.3 KM 3371427.7 |
 FE2443|---------------------------------------------------------------------|
 FE2443
 FE2443                          SUPERSEDED SURVEY CONTROL
 FE2443
 FE2443  NAD 83(1995)-  35 37 05.65755(N)    089 27 47.58913(W) AD(       ) 2
 FE2443  NAD 83(1986)-  35 37 05.66271(N)    089 27 47.58878(W) AD(       ) 2
 FE2443  NAD 27      -  35 37 05.37720(N)    089 27 47.32510(W) AD(       ) 2
 FE2443  NGVD 29 (07/19/86)  107.05   (m)          351.2    (f) LEVELING    3  
 FE2443
 FE2443.Superseded values are not recommended for survey control.
 FE2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2443.See file dsdata.txt to determine how the superseded data were derived.
 FE2443
 FE2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7690944400(NAD 83)
 FE2443_MARKER: DS = TRIANGULATION STATION DISK
 FE2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2443
 FE2443  HISTORY     - Date     Condition        Report By
 FE2443  HISTORY     - 1958     MONUMENTED       CGS
 FE2443
 FE2443                          STATION DESCRIPTION
 FE2443
 FE2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2443'THE STATION IS ABOUT 11 MILES NORTHEAST OF COVINGTON, ABOUT 9-1/2
 FE2443'MILES SOUTHEAST OF RIPLEY AND IS ON THE PROPERTY OF MR. L.B.
 FE2443'ESTES. IT IS 117 FEET EAST OF THE NORTHEAST CORNER OF A FRAME STORE
 FE2443'BUILDING, 33 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 25 FEET
 FE2443'WEST OF TWIN MAPLE TREES AND 10 FEET SOUTH OF A WHITE WITNESS POST.
 FE2443'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CRYSA 1958.
 FE2443'
 FE2443'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HENNING, GO EAST
 FE2443'UNDER UNDERPASS ON PAVED ROAD FOR 0.25 MILE TO A ROAD FORK. TAKE
 FE2443'LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 5.7 MILES TO A SIDE ROAD
 FE2443'LEFT. CONTINUE AHEAD EAST FOR 1.75 MILES TO A SIDE ROAD LEFT
 FE2443'AND THE AZIMUTH MARK AT THE NORTHEAST CORNER OF THE INTERSECTION.
 FE2443'CONTINUE AHEAD FOR 0.25 MILES TO THE STATION ON THE RIGHT.
 FE2443'
 FE2443'REFERENCE MARK 1 IS 118 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2443'FRAME HOUSE, 75 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FE2443'DRIVEWAY AND 70 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD. THE
 FE2443'MONUMENT IS FLUSH AND THE DISK IS STAMPED CRYSA NO 1 1958.
 FE2443'
 FE2443'REFERENCE MARK 2 IS 113 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 FE2443'ROAD, 65 EAST OF THE SOUTHEAST CORNER OF THE FRAME STORE BUILDING
 FE2443'AND 49 FEET NORTHEAST OF A 18 INCH CEDAR TREE. THE MONUMENT IS FLUSH
 FE2443'AND THE DISK IS STAMPED CRYSA NO 2 1958.
 FE2443'
 FE2443'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2443'20 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 3 FEET NORTH OF A
 FE2443'POWERLINE POLE WITH TRANSFORMER AND 2 FEET EAST OF A WHITE WITNESS
 FE2443'POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CRYSA
 FE2443'1958.
 FE2443'
 FE2443'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4374 ***********************************************************************
 AA4374  PACS        -  This is a Primary Airport Control Station.
 AA4374  DESIGNATION -  CSV ARP
 AA4374  PID         -  AA4374
 AA4374  STATE/COUNTY-  TN/CUMBERLAND
 AA4374  USGS QUAD   -  CROSSVILLE (1982)
 AA4374
 AA4374                         *CURRENT SURVEY CONTROL
 AA4374  ___________________________________________________________________
 AA4374* NAD 83(1995)-  35 57 03.69668(N)    085 05 04.74264(W)     ADJUSTED  
 AA4374* NAVD 88     -       567.71   (+/-2cm)    1862.6    (feet)  VERTCON   
 AA4374  ___________________________________________________________________
 AA4374  X           -     442,953.493 (meters)                     COMP
 AA4374  Y           -  -5,150,615.295 (meters)                     COMP
 AA4374  Z           -   3,724,110.554 (meters)                     COMP
 AA4374  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA4374  ELLIP HEIGHT-         538.98  (meters)          (02/25/99) GPS OBS
 AA4374  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA4374
 AA4374  HORZ ORDER  -  B
 AA4374  VERT ORDER  -  THIRD ? (See Below)
 AA4374  ELLP ORDER  -  FOURTH    CLASS II
 AA4374
 AA4374.This mark is at Crossville Memorial Airport (CSV)
 AA4374
 AA4374.The horizontal coordinates were established by GPS observations
 AA4374.and adjusted by the National Geodetic Survey in February 1999..
 AA4374
 AA4374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4374
 AA4374.GPS derived orthometric heights for airport stations designated as
 AA4374.PACS or SACS are published to 2 decimal places.  This maintains
 AA4374.centimeter relative accuracy between the PACS and SACS.  It does
 AA4374.not indicate centimeter accuracy relative to other marks which are
 AA4374.part of the NAVD 88 network.
 AA4374.The vertical order pertains to the NGVD 29 superseded value.
 AA4374
 AA4374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4374
 AA4374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4374
 AA4374.The ellipsoidal height was determined by GPS observations
 AA4374.and is referenced to NAD 83.
 AA4374
 AA4374.The geoid height was determined by GEOID03.
 AA4374
 AA4374;                    North         East     Units Scale Factor Converg.
 AA4374;SPC TN       -   179,867.888   682,576.969   MT  0.99995048   +0 32 09.2
 AA4374;SPC TN       -   590,116.56  2,239,421.27   sFT  0.99995048   +0 32 09.2
 AA4374;UTM  16      - 3,980,212.133   672,742.627   MT  0.99996770   +1 07 29.2
 AA4374
 AA4374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4374!SPC TN       -   0.99991541  x   0.99995048  =   0.99986590
 AA4374!UTM  16      -   0.99991541  x   0.99996770  =   0.99988312
 AA4374
 AA4374                          SUPERSEDED SURVEY CONTROL
 AA4374
 AA4374  NAD 83(1995)-  35 57 03.69957(N)    085 05 04.74782(W) AD(       ) B
 AA4374  ELLIP H (09/03/94)  538.93   (m)                       GP(       ) 4 2
 AA4374  NGVD 29 (09/03/94)  567.76   (m)         1862.7    (f) LEVELING    3  
 AA4374
 AA4374.Superseded values are not recommended for survey control.
 AA4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4374.See file dsdata.txt to determine how the superseded data were derived.
 AA4374
 AA4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7274380212(NAD 83)
 AA4374_MARKER: DD = SURVEY DISK
 AA4374_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AA4374_STAMPING: ARP 1969 CSV RESET 1975
 AA4374_MARK LOGO: NOS   
 AA4374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4374+SATELLITE: SATELLITE OBSERVATIONS - 1975
 AA4374
 AA4374  HISTORY     - Date     Condition        Report By
 AA4374  HISTORY     - 1975     MONUMENTED       NOS
 AA4374  HISTORY     - 19940502 GOOD             NGS
 AA4374
 AA4374                          STATION DESCRIPTION
 AA4374
 AA4374'DESCRIBED BY NATIONAL OCEAN SERVICE 1975 (JVD)
 AA4374'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY AND US HIGHWAY
 AA4374'127 (EXIT 317) PROCEED SOUTH ON US 127 TO THE INTERSECTION WITH US
 AA4374'HIGHWAY 70N.  TURN WEST THEN ABOUT 3.5 MI (5.63 KM) TO THE AIRPORT
 AA4374'ENTRANCE SIGN JUST PAST THE CUMBERLAND COUNTY PLAYHOUSE. FROM THE MAIN
 AA4374'RAMP PROCEED WEST ON THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY TO THE
 AA4374'FIRST TAXIWAY CONNECTING TO THE RUNWAY.  CROSS RUNWAY TO THE STATION
 AA4374'ON THE SOUTH SIDE OF THE RUNWAY JUST WEST OF THE PROJECTION OF THE
 AA4374'TAXIWAY ACROSS THE RUNWAY. IT IS 176.1 FT (53.68 M) SOUTHWEST OF A
 AA4374'RUNWAY LIGHT (NUMBER 30), 69.0 FT (21.03 M) SOUTHEAST OF THE EDGE OF
 AA4374'THE RUNWAY AND 60.4 FT (18.41 M) SOUTHEAST OF A RUNWAY LIGHT (NUMBER
 AA4374'31) WHICH IS CLOSEST TO THE EXTENSION OF THE CROSSING TAXIWAY. STATION
 AA4374'MARK IS 0.5 FT (0.15 M) BELOW SURFACE OF GROUND IN A DRILL HOLE IN
 AA4374'ROCK.  THERE IS A CONCRETE WELL AROUND THE DISK.
 AA4374
 AA4374                          STATION RECOVERY (1994)
 AA4374
 AA4374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA4374'THE STATION IS LOCATED AT THE CROSSVILLE MEMORIAL AIRPORT, 176.1 FEET
 AA4374'(53.7 M) SOUTHWEST OF RUNWAY LIGHT 31, 69.0 FEET (21.0 M) SOUTHEAST
 AA4374'AND PERPENDICULAR FROM THE SOUTHEAST EDGE OF RUNWAY 7-25 AND 60.4 FEET
 AA4374'(18.4 M) SOUTHEAST OF RUNWAY LIGHT 32.  THE STATION IS A STANDARD NOS
 AA4374'DISK STAMPED ARP 1969 CSV RESET 1975 SET IN A DRILL HOLE IN A ROCK 0.5
 AA4374'FEET (15.2 CM) BELOW THE SURFACE OF THE GROUND WITH A CONCRETE WELL
 AA4374'BUILT AROUND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4376 ***********************************************************************
 AA4376  SACS        -  This is a Secondary Airport Control Station.
 AA4376  DESIGNATION -  CSV C
 AA4376  PID         -  AA4376
 AA4376  STATE/COUNTY-  TN/CUMBERLAND
 AA4376  USGS QUAD   -  CROSSVILLE (1982)
 AA4376
 AA4376                         *CURRENT SURVEY CONTROL
 AA4376  ___________________________________________________________________
 AA4376* NAD 83(1995)-  35 57 13.61507(N)    085 04 34.19191(W)     ADJUSTED  
 AA4376* NAVD 88     -       568.38   (+/-2cm)    1864.8    (feet)  VERTCON   
 AA4376  ___________________________________________________________________
 AA4376  X           -     443,701.006 (meters)                     COMP
 AA4376  Y           -  -5,150,371.329 (meters)                     COMP
 AA4376  Z           -   3,724,358.429 (meters)                     COMP
 AA4376  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AA4376  ELLIP HEIGHT-         539.64  (meters)          (02/25/99) GPS OBS
 AA4376  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA4376
 AA4376  HORZ ORDER  -  FIRST
 AA4376  VERT ORDER  -  THIRD ? (See Below)
 AA4376  ELLP ORDER  -  FOURTH    CLASS II
 AA4376
 AA4376.This mark is at Crossville Memorial Airport (CSV)
 AA4376
 AA4376.The horizontal coordinates were established by GPS observations
 AA4376.and adjusted by the National Geodetic Survey in February 1999..
 AA4376
 AA4376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4376
 AA4376.GPS derived orthometric heights for airport stations designated as
 AA4376.PACS or SACS are published to 2 decimal places.  This maintains
 AA4376.centimeter relative accuracy between the PACS and SACS.  It does
 AA4376.not indicate centimeter accuracy relative to other marks which are
 AA4376.part of the NAVD 88 network.
 AA4376.The vertical order pertains to the NGVD 29 superseded value.
 AA4376
 AA4376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4376
 AA4376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4376
 AA4376.The ellipsoidal height was determined by GPS observations
 AA4376.and is referenced to NAD 83.
 AA4376
 AA4376.The geoid height was determined by GEOID03.
 AA4376
 AA4376;                    North         East     Units Scale Factor Converg.
 AA4376;SPC TN       -   180,180.755   683,339.642   MT  0.99995058   +0 32 27.1
 AA4376;SPC TN       -   591,143.03  2,241,923.48   sFT  0.99995058   +0 32 27.1
 AA4376;UTM  16      - 3,980,532.828   673,502.058   MT  0.99997094   +1 07 47.4
 AA4376
 AA4376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4376!SPC TN       -   0.99991531  x   0.99995058  =   0.99986589
 AA4376!UTM  16      -   0.99991531  x   0.99997094  =   0.99988625
 AA4376
 AA4376                          SUPERSEDED SURVEY CONTROL
 AA4376
 AA4376  NAD 83(1995)-  35 57 13.61795(N)    085 04 34.19715(W) AD(       ) 1
 AA4376  ELLIP H (09/03/94)  539.60   (m)                       GP(       ) 4 2
 AA4376  NGVD 29 (09/03/94)  568.43   (m)         1864.9    (f) LEVELING    3  
 AA4376
 AA4376.Superseded values are not recommended for survey control.
 AA4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4376.See file dsdata.txt to determine how the superseded data were derived.
 AA4376
 AA4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7350280533(NAD 83)
 AA4376_MARKER: DD = SURVEY DISK
 AA4376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4376_SP_SET: REIL BASE
 AA4376_STAMPING: CSV C 1993
 AA4376_MARK LOGO: NOS   
 AA4376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4376+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4376
 AA4376  HISTORY     - Date     Condition        Report By
 AA4376  HISTORY     - 1993     MONUMENTED       NOS
 AA4376  HISTORY     - 19940524 GOOD             NGS
 AA4376
 AA4376                          STATION DESCRIPTION
 AA4376
 AA4376'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA4376'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY AND US HIGHWAY
 AA4376'127 (EXIT 317) PROCEED SOUTH ON US 127 TO THE INTERSECTION WITH US
 AA4376'HIGHWAY 70N.  TURN WEST THEN ABOUT 3.5 MI (5.63 KM) TO THE AIRPORT
 AA4376'ENTRANCE SIGN JUST PAST THE CUMBERLAND COUNTY PLAYHOUSE. FROM THE MAIN
 AA4376'RAMP PROCEED SOUTH TO TAXIWAY RUNNING PARALLEL TO THE RUNWAY THEN
 AA4376'NORTHEAST ON THE TAXIWAY TO ITS EAST END AND THE STATION NORTH OF THE
 AA4376'RUNWAY END IN THE CONCRETE BASE FOR A STROBE LIGHT (REIL). IT IS 41.51
 AA4376'M (136.19 FT) NORTH OF THE CENTERLINE END OF RUNWAY 26, 23.50 M (77.10
 AA4376'FT) NORTH OF THE NORTHERNOST THRESHOLD LIGHT (SHOWS GREEN AND RED) AND
 AA4376'14.78 M (48.49 FT) ENE OF THE EAST EDGE OF THE TAXIWAY. STATION IS SET
 AA4376'IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 AA4376'STROBE LIGHT SERVING RUNWAY END 26.
 AA4376
 AA4376                          STATION RECOVERY (1994)
 AA4376
 AA4376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA4376'THE STATION IS LOCATED NEAR RUNWAY END 26.  136.2 FT (41.5 M) NORTH OF
 AA4376'THE CL END OF RUNWAY 26, 77.7 FT (23.7 M) SOUTHEAST OF THE FIRST
 AA4376'TAXIWAY LIGHT NORTH OF THE RUNWAY END, 77.1 FT (23.5 M) NORTH FROM THE
 AA4376'NORTHERNMOST THRESHOLD LIGHT AND 48.5 FT (14.8 M) EAST-NORTHEAST OF
 AA4376'THE WESTERLY EDGE OF THE TAXIWAY.  THE STATION IS A STANDARD NOS DISK
 AA4376'SET IN A DRILL HOLE IN THE WEST CORNER OF THE CONCRETE BASE FOR THE
 AA4376'NORTHERNMOST REIL.  DISK IS STAMPED CSV C 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0596 ***********************************************************************
 FE0596  DESIGNATION -  CUB
 FE0596  PID         -  FE0596
 FE0596  STATE/COUNTY-  TN/MADISON
 FE0596  USGS QUAD   -  WESTOVER (1981)
 FE0596
 FE0596                         *CURRENT SURVEY CONTROL
 FE0596  ___________________________________________________________________
 FE0596* NAD 83(1995)-  35 37 23.22346(N)    088 58 56.89811(W)     ADJUSTED  
 FE0596* NAVD 88     -       135.697  (meters)     445.20   (feet)  ADJUSTED  
 FE0596  ___________________________________________________________________
 FE0596  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE0596  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0596  DYNAMIC HT  -         135.576 (meters)     444.80  (feet)  COMP
 FE0596  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE0596
 FE0596  HORZ ORDER  -  SECOND
 FE0596  VERT ORDER  -  SECOND    CLASS 0
 FE0596
 FE0596.The horizontal coordinates were established by classical geodetic methods
 FE0596.and adjusted by the National Geodetic Survey in April 1999..
 FE0596
 FE0596.The orthometric height was determined by differential leveling
 FE0596.and adjusted by the National Geodetic Survey in June 1991..
 FE0596
 FE0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0596
 FE0596.The geoid height was determined by GEOID03.
 FE0596
 FE0596.The dynamic height is computed by dividing the NAVD 88
 FE0596.geopotential number by the normal gravity value computed on the
 FE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0596.degrees latitude (g = 980.6199 gals.).
 FE0596
 FE0596.The modeled gravity was interpolated from observed gravity values.
 FE0596
 FE0596;                    North         East     Units Scale Factor Converg.
 FE0596;SPC TN       -   147,216.702   329,869.629   MT  0.99995514   -1 44 45.8
 FE0596;SPC TN       -   482,993.46  1,082,247.27   sFT  0.99995514   -1 44 45.8
 FE0596;UTM  16      - 3,943,957.511   320,466.649   MT  0.99999721   -1 09 18.0
 FE0596
 FE0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0596!SPC TN       -   0.99998312  x   0.99995514  =   0.99993826
 FE0596!UTM  16      -   0.99998312  x   0.99999721  =   0.99998033
 FE0596
 FE0596:                Primary Azimuth Mark                     Grid Az
 FE0596:SPC TN       -  DEER                                     070 39 34.6
 FE0596:UTM  16      -  DEER                                     070 04 06.8
 FE0596
 FE0596|---------------------------------------------------------------------|
 FE0596| PID    Reference Object                     Distance      Geod. Az  |
 FE0596|                                                           dddmmss.s |
 FE0596| FE0599 DEER                                APPROX. 3.0 KM 0685448.8 |
 FE0596| FE0597 CUB RM 1                             11.183 METERS 08323     |
 FE0596| FE0595 CUB RM 2                             10.597 METERS 24642     |
 FE0596|---------------------------------------------------------------------|
 FE0596
 FE0596                          SUPERSEDED SURVEY CONTROL
 FE0596
 FE0596  NAD 83(1995)-  35 37 23.22855(N)    088 58 56.90191(W) AD(       ) 2
 FE0596  NAD 83(1986)-  35 37 23.23501(N)    088 58 56.89892(W) AD(       ) 2
 FE0596  NAD 27      -  35 37 22.96630(N)    088 58 56.67030(W) AD(       ) 2
 FE0596  NGVD 29 (??/??/??)  135.722  (m)          445.28   (f) ADJUSTED    2 0
 FE0596
 FE0596.Superseded values are not recommended for survey control.
 FE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0596.See file dsdata.txt to determine how the superseded data were derived.
 FE0596
 FE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2046743958(NAD 83)
 FE0596_MARKER: DE = TRAVERSE STATION DISK
 FE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0596_STAMPING: CUB 1959
 FE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0596+STABILITY: SURFACE MOTION
 FE0596
 FE0596  HISTORY     - Date     Condition        Report By
 FE0596  HISTORY     - 1959     MONUMENTED       CGS
 FE0596  HISTORY     - 1959     GOOD             CGS
 FE0596  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0596
 FE0596                          STATION DESCRIPTION
 FE0596
 FE0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0596'THE STATION IS LOCATED, AIRLINE, ABOUT 13 MILES EAST OF BROWNSVILLE
 FE0596'AND ABOUT 1/2 MILE NORTH OF HUNTERSVILLE, ALONG THE NORTH SIDE OF
 FE0596'INTERSTATE HIGHWAY 40.
 FE0596'
 FE0596'THE STATION IS A STANDARD TRAVERSE STATION MARK STAMPED CUB 1959 SET
 FE0596'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0596'FLUSH WITH THE GROUND.  IT IS ABOUT 110 FEET EAST-NORTHEAST OF THE
 FE0596'NORTHEAST CORNER OF THE OVER-PASS, 16 FEET NORTH OF THE NORTH
 FE0596'EDGE OF THE CUT-BANK AND 3.5 FEET SOUTHEAST OF A METAL WITNESS SIGN.
 FE0596'
 FE0596'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CUB NO 1 1959 SET IN
 FE0596'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE0596'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 6
 FE0596'FEET NORTH OF THE NORTH EDGE OF A CUT-BANK.
 FE0596'
 FE0596'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CUB NO 2 1959 SET IN
 FE0596'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE0596'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 14
 FE0596'FEET NORTH OF THE NORTH EDGE OF A CUT-BANK.
 FE0596'
 FE0596'TRAVERSE STATION DEER CAN BE USED AS THE AZIMUTH MARK.  IT IS ABOUT 2
 FE0596'MILES W-SW OF THE STATION, ALONG THE NORTH SIDE OF INTERSTATE
 FE0596'HIGHWAY 40.
 FE0596'
 FE0596'TO REACH THE STATION FROM THE HUNTERSVILLE SCHOOL IN HUNTERSVILLE, GO
 FE0596'WEST ON U.S.HIGHWAY 70 FOR 0.3 MILE, TURN RIGHT OFF THE HIGHWAY
 FE0596'AND GO NORTH ON THE HUNTERSVILLE-PROVIDENCE ROAD FOR 0.5
 FE0596'MILE TO AN OVER-PASS, OVER
 FE0596'INTERSTATE HIGHWAY 40 AND THE STATION.
 FE0596'
 FE0596'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 FE0596
 FE0596                          STATION RECOVERY (1959)
 FE0596
 FE0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0596'16.4 MI ENE FROM BROWNSVILLE.
 FE0596'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0596'BROWNSVILLE, THENCE 6.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0596'40, 0.05 MILE EAST FROM NO. 1 (T.S.H.D.).  IT IS 110 FEET
 FE0596'EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN OVERPASS, 16 FEET
 FE0596'NORTH OF THE NORTH EDGE OF A ROAD-CUT AND 3.5 FEET SOUTHEAST OF
 FE0596'A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0596'MONUMENT WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE0596
 FE0596                          STATION RECOVERY (2002)
 FE0596
 FE0596'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0597 ***********************************************************************
 FE0597  DESIGNATION -  CUB RM 1
 FE0597  PID         -  FE0597
 FE0597  STATE/COUNTY-  TN/MADISON
 FE0597  USGS QUAD   -  WESTOVER (1981)
 FE0597
 FE0597                         *CURRENT SURVEY CONTROL
 FE0597  ___________________________________________________________________
 FE0597* NAD 83(1986)-  35 37 23.     (N)    088 58 58.     (W)     SCALED    
 FE0597* NAVD 88     -       135.759  (meters)     445.40   (feet)  ADJUSTED  
 FE0597  ___________________________________________________________________
 FE0597  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0597  DYNAMIC HT  -         135.638 (meters)     445.01  (feet)  COMP
 FE0597  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FE0597
 FE0597  VERT ORDER  -  SECOND    CLASS 0
 FE0597
 FE0597.The horizontal coordinates were scaled from a topographic map and have
 FE0597.an estimated accuracy of +/- 6 seconds.
 FE0597
 FE0597.The orthometric height was determined by differential leveling
 FE0597.and adjusted by the National Geodetic Survey in June 1991..
 FE0597
 FE0597.The geoid height was determined by GEOID03.
 FE0597
 FE0597.The dynamic height is computed by dividing the NAVD 88
 FE0597.geopotential number by the normal gravity value computed on the
 FE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0597.degrees latitude (g = 980.6199 gals.).
 FE0597
 FE0597.The modeled gravity was interpolated from observed gravity values.
 FE0597
 FE0597;                    North         East    Units  Estimated Accuracy
 FE0597;SPC TN       -   147,210.      329,840.      MT  (+/- 180 meters Scaled)
 FE0597
 FE0597                          SUPERSEDED SURVEY CONTROL
 FE0597
 FE0597  NGVD 29 (??/??/??)  135.784  (m)          445.48   (f) ADJUSTED    2 0
 FE0597
 FE0597.Superseded values are not recommended for survey control.
 FE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0597.See file dsdata.txt to determine how the superseded data were derived.
 FE0597
 FE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE204439(NAD 83)
 FE0597_MARKER: DR = REFERENCE MARK DISK
 FE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0597_STAMPING: CUB NO 1 1959
 FE0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0597+STABILITY: SURFACE MOTION
 FE0597
 FE0597  HISTORY     - Date     Condition        Report By
 FE0597  HISTORY     - 1959     MONUMENTED       CGS
 FE0597  HISTORY     - 1959     GOOD             CGS
 FE0597
 FE0597                          STATION DESCRIPTION
 FE0597
 FE0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0597'16.4 MI ENE FROM BROWNSVILLE.
 FE0597'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0597'BROWNSVILLE, THENCE 6.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0597'40, 0.05 MILE EAST FROM NO. 1 (T.S.H.D.).  IT IS 36.6 FEET EAST
 FE0597'OF THE STATION MARK, 6 FEET NORTH OF THE NORTH EDGE OF A ROAD-CUT,
 FE0597'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK IS SET
 FE0597'IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE0597'SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0595 ***********************************************************************
 FE0595  DESIGNATION -  CUB RM 2
 FE0595  PID         -  FE0595
 FE0595  STATE/COUNTY-  TN/MADISON
 FE0595  USGS QUAD   -  WESTOVER (1981)
 FE0595
 FE0595                         *CURRENT SURVEY CONTROL
 FE0595  ___________________________________________________________________
 FE0595* NAD 83(1986)-  35 37 22.     (N)    088 58 59.     (W)     SCALED    
 FE0595* NAVD 88     -       135.562  (meters)     444.76   (feet)  ADJUSTED  
 FE0595  ___________________________________________________________________
 FE0595  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0595  DYNAMIC HT  -         135.441 (meters)     444.36  (feet)  COMP
 FE0595  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FE0595
 FE0595  VERT ORDER  -  SECOND    CLASS 0
 FE0595
 FE0595.The horizontal coordinates were scaled from a topographic map and have
 FE0595.an estimated accuracy of +/- 6 seconds.
 FE0595
 FE0595.The orthometric height was determined by differential leveling
 FE0595.and adjusted by the National Geodetic Survey in June 1991..
 FE0595
 FE0595.The geoid height was determined by GEOID03.
 FE0595
 FE0595.The dynamic height is computed by dividing the NAVD 88
 FE0595.geopotential number by the normal gravity value computed on the
 FE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0595.degrees latitude (g = 980.6199 gals.).
 FE0595
 FE0595.The modeled gravity was interpolated from observed gravity values.
 FE0595
 FE0595;                    North         East    Units  Estimated Accuracy
 FE0595;SPC TN       -   147,180.      329,820.      MT  (+/- 180 meters Scaled)
 FE0595
 FE0595                          SUPERSEDED SURVEY CONTROL
 FE0595
 FE0595  NGVD 29 (??/??/??)  135.587  (m)          444.84   (f) ADJUSTED    2 0
 FE0595
 FE0595.Superseded values are not recommended for survey control.
 FE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0595.See file dsdata.txt to determine how the superseded data were derived.
 FE0595
 FE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE204439(NAD 83)
 FE0595_MARKER: DR = REFERENCE MARK DISK
 FE0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0595_STAMPING: CUB NO 2 1959
 FE0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0595+STABILITY: SURFACE MOTION
 FE0595
 FE0595  HISTORY     - Date     Condition        Report By
 FE0595  HISTORY     - 1959     MONUMENTED       CGS
 FE0595  HISTORY     - 1959     GOOD             CGS
 FE0595
 FE0595                          STATION DESCRIPTION
 FE0595
 FE0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0595'16.4 MI ENE FROM BROWNSVILLE.
 FE0595'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0595'BROWNSVILLE, THENCE 6.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0595'40, 0.05 MILE EAST FROM NO. 1 (T.S. H.D.).  IT IS 34.7 FEET
 FE0595'WEST-SOUTHWEST OF THE STATION MARK, 14 FEET NORTH OF THE NORTH
 FE0595'EDGE OF A ROAD-CUT, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FE0595'THE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 FE0595'FLUSH WITH THE SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1144 ***********************************************************************
 FD1144  DESIGNATION -  CUFF
 FD1144  PID         -  FD1144
 FD1144  STATE/COUNTY-  TN/HUMPHREYS
 FD1144  USGS QUAD   -  BUCKSNORT (1968)
 FD1144
 FD1144                         *CURRENT SURVEY CONTROL
 FD1144  ___________________________________________________________________
 FD1144* NAD 83(1995)-  35 52 32.92367(N)    087 42 55.30519(W)     ADJUSTED  
 FD1144* NAVD 88     -       174.522  (meters)     572.58   (feet)  ADJUSTED  
 FD1144  ___________________________________________________________________
 FD1144  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1144  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1144  DYNAMIC HT  -         174.372 (meters)     572.09  (feet)  COMP
 FD1144  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 FD1144
 FD1144  HORZ ORDER  -  SECOND
 FD1144  VERT ORDER  -  SECOND    CLASS 0
 FD1144
 FD1144.The horizontal coordinates were established by classical geodetic methods
 FD1144.and adjusted by the National Geodetic Survey in April 1999..
 FD1144
 FD1144.The orthometric height was determined by differential leveling
 FD1144.and adjusted by the National Geodetic Survey in June 1991..
 FD1144
 FD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1144
 FD1144.The geoid height was determined by GEOID03.
 FD1144
 FD1144.The dynamic height is computed by dividing the NAVD 88
 FD1144.geopotential number by the normal gravity value computed on the
 FD1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1144.degrees latitude (g = 980.6199 gals.).
 FD1144
 FD1144.The modeled gravity was interpolated from observed gravity values.
 FD1144
 FD1144;                    North         East     Units Scale Factor Converg.
 FD1144;SPC TN       -   172,493.945   445,110.344   MT  0.99994867   -1 00 15.3
 FD1144;SPC TN       -   565,923.88  1,460,332.85   sFT  0.99994867   -1 00 15.3
 FD1144;UTM  16      - 3,970,410.597   435,424.610   MT  0.99965138   -0 25 09.3
 FD1144
 FD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1144!SPC TN       -   0.99997707  x   0.99994867  =   0.99992574
 FD1144!UTM  16      -   0.99997707  x   0.99965138  =   0.99962846
 FD1144
 FD1144|---------------------------------------------------------------------|
 FD1144| PID    Reference Object                     Distance      Geod. Az  |
 FD1144|                                                           dddmmss.s |
 FD1144| FD1145 CUFF RM 1                            17.474 METERS 06116     |
 FD1144| FD1143 CUFF RM 2                            21.473 METERS 31011     |
 FD1144|---------------------------------------------------------------------|
 FD1144
 FD1144                          SUPERSEDED SURVEY CONTROL
 FD1144
 FD1144  NAD 83(1995)-  35 52 32.92530(N)    087 42 55.30835(W) AD(       ) 2
 FD1144  NAD 83(1986)-  35 52 32.93392(N)    087 42 55.30563(W) AD(       ) 2
 FD1144  NAD 27      -  35 52 32.70420(N)    087 42 55.22700(W) AD(       ) 2
 FD1144  NGVD 29 (??/??/92)  174.553  (m)          572.68   (f) ADJ UNCH    2 0
 FD1144
 FD1144.Superseded values are not recommended for survey control.
 FD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1144.See file dsdata.txt to determine how the superseded data were derived.
 FD1144
 FD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3542570411(NAD 83)
 FD1144_MARKER: DE = TRAVERSE STATION DISK
 FD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1144_STAMPING: CUFF 1959
 FD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1144+STABILITY: SURFACE MOTION
 FD1144
 FD1144  HISTORY     - Date     Condition        Report By
 FD1144  HISTORY     - 1959     MONUMENTED       CGS
 FD1144  HISTORY     - 1959     GOOD             CGS
 FD1144  HISTORY     - 1967     MARK NOT FOUND   CGS
 FD1144
 FD1144                          STATION DESCRIPTION
 FD1144
 FD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1144'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF WAVERLY, 5 MILES
 FD1144'EAST OF BUFFALO, 2 MILES
 FD1144'NORTHWEST OF ONLY, ABOUT 0.2 MILE WEST OF THE
 FD1144'HUMPHREYS-HICKMAN COUNTY LINE AND
 FD1144'ON THE EXTREME SOUTHERN END OF A
 FD1144'SPUR RIDGE WHICH LEADS NORTH TO THE MAIN DIVIDE AND
 FD1144'JUST NORTH OF THE
 FD1144'BUFFALO ONLY COUNTY ROAD.
 FD1144'
 FD1144'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE
 FD1144'HIGHWAY 13 IN WAVERLY, GO
 FD1144'SOUTH ON STATE HIGHWAY 13 FOR 10.85 MILES TO A STEEL
 FD1144'BRIDGE OVER DUCK RIVER, CONTINUE
 FD1144'SOUTH ON STATE HIGHWAY 13 FOR 4.3
 FD1144'MILES TO A SIDE ROAD ON THE LEFT, (ABOUT 0.05 MILE
 FD1144'BEFORE REACHING
 FD1144'ESSO SERVICE STATION AND STORE) TURN LEFT AND GO EASTERLY FOR 5.4
 FD1144'MILES TO STATION
 FD1144'KNOLL ON THE LEFT, CONTINUE EASTERLY FOR 0.45 MILE
 FD1144'TO A FORK AT RIVERSIDE FARM, KEEP
 FD1144'LEFT FORK AND GO NORTHERLY FOR 0.65
 FD1144'MILE TO A DIM TRACK ROAD LEFT LEADING INTO THE
 FD1144'WOODS, TURN LEFT AND
 FD1144'GO 0.05 MILE TO A FORK, KEEP RIGHT FORK AND GO 0.4 MILE TO A
 FD1144'TRIANGULAR
 FD1144'BLAZED OAK TREE ON THE RIGHT, THENCE BEAR LEFT FOLLOWING
 FD1144'TRACK ROAD FOR 0.45 MILE TO
 FD1144'STATION SITE.
 FD1144'
 FD1144'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CUFF 1959.  THE
 FD1144'DISK IS CEMENTED IN A
 FD1144'10-INCH SQUARE CONCRETE POST AND PROJECTS 1 INCH ABOVE
 FD1144'THE SURFACE OF THE GROUND.  IT
 FD1144'IS 14 FEET EAST OF A 16-INCH
 FD1144'TRIANGULAR BLAZED OAK TREE, 8 FEET SOUTH OF A
 FD1144'WITNESS SIGN AND SET ON
 FD1144'THE SOUTHERN SLOPE RIDGE.
 FD1144'
 FD1144'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD1144'36 INCHES BELOW THE
 FD1144'SURFACE OF THE GROUND AND IS STAMPED CUFF 1959.
 FD1144'
 FD1144'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED CUFF NO 1
 FD1144'1959.  THE DISK IS
 FD1144'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1144'INCHES ABOVE THE SURFACE
 FD1144'OF THE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 FD1144'THAN THE STATION MARK.
 FD1144'
 FD1144'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED CUFF NO 2
 FD1144'1959.  THE DISK IS
 FD1144'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1144'INCHES ABOVE THE SURFACE
 FD1144'OF THE GROUND.  IT IS 12 FEET WEST-SOUTHWEST
 FD1144'OF A 16-INCH TRIANGULAR BLAZED OAK TREE AND
 FD1144'ABOUT 2 FEET HIGHER THAN
 FD1144'THE STATION MARK.
 FD1144'
 FD1144'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1144'SUITABLE SITE.
 FD1144'
 FD1144'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FD1144
 FD1144                          STATION RECOVERY (1959)
 FD1144
 FD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1144'2 MI W FROM ONLY.
 FD1144'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1144'GO WEST ON A GRAVELED ROAD 2.0 MILES, THENCE GO ABOUT 0.2 MILE
 FD1144'UP THE SIDE OF A VERY STEEP HILL TO THE CREST OF THE HILL AND
 FD1144'THE STATION AS DESCRIBED, 14 FT. EAST OF A 16-INCH TRIANGULAR
 FD1144'BLAZED OAK TREE, 8 FT. SOUTH OF A WITNESS SIGN, A DISK SET
 FD1144'IN TOP OF A CONCRETE POST PROJECTING 1 INCH, AND SET ON THE
 FD1144'SOUTHERN SLOPE RIDGE.
 FD1144
 FD1144                          STATION RECOVERY (1967)
 FD1144
 FD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1144'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT
 FD1144'COULD NOT BE FOUND.  THE KNOLL ON WHICH THE MARKS WERE ESTABLISHED
 FD1144'WAS PURCHASED BY THE CONTRACTORS DURING THE CONSTRUCTION OF
 FD1144'INTERSTATE ROUTE 40 AND USED AS A BORROW PIT.  EITHER THE STATION
 FD1144'HAS BEEN COVERED BY A LARGE MASS OF OVERBURDEN, OR WAS COMPLETELY
 FD1144'DESTROYED BY REMOVAL OF FILL DIRT.  THE STATION AND ALL MARKS
 FD1144'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1145 ***********************************************************************
 FD1145  DESIGNATION -  CUFF RM 1
 FD1145  PID         -  FD1145
 FD1145  STATE/COUNTY-  TN/HUMPHREYS
 FD1145  USGS QUAD   -  BUCKSNORT (1968)
 FD1145
 FD1145                         *CURRENT SURVEY CONTROL
 FD1145  ___________________________________________________________________
 FD1145* NAD 83(1986)-  35 52 33.     (N)    087 42 54.     (W)     SCALED    
 FD1145* NAVD 88     -       174.774  (meters)     573.40   (feet)  ADJUSTED  
 FD1145  ___________________________________________________________________
 FD1145  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1145  DYNAMIC HT  -         174.623 (meters)     572.91  (feet)  COMP
 FD1145  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 FD1145
 FD1145  VERT ORDER  -  SECOND    CLASS 0
 FD1145
 FD1145.The horizontal coordinates were scaled from a topographic map and have
 FD1145.an estimated accuracy of +/- 6 seconds.
 FD1145
 FD1145.The orthometric height was determined by differential leveling
 FD1145.and adjusted by the National Geodetic Survey in June 1991..
 FD1145
 FD1145.The geoid height was determined by GEOID03.
 FD1145
 FD1145.The dynamic height is computed by dividing the NAVD 88
 FD1145.geopotential number by the normal gravity value computed on the
 FD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1145.degrees latitude (g = 980.6199 gals.).
 FD1145
 FD1145.The modeled gravity was interpolated from observed gravity values.
 FD1145
 FD1145;                    North         East    Units  Estimated Accuracy
 FD1145;SPC TN       -   172,500.      445,140.      MT  (+/- 180 meters Scaled)
 FD1145
 FD1145                          SUPERSEDED SURVEY CONTROL
 FD1145
 FD1145  NGVD 29 (??/??/92)  174.804  (m)          573.50   (f) ADJ UNCH    2 0
 FD1145
 FD1145.Superseded values are not recommended for survey control.
 FD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1145.See file dsdata.txt to determine how the superseded data were derived.
 FD1145
 FD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE354704(NAD 83)
 FD1145_MARKER: DR = REFERENCE MARK DISK
 FD1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1145_STAMPING: CUFF NO 1 1959
 FD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1145+STABILITY: SURFACE MOTION
 FD1145
 FD1145  HISTORY     - Date     Condition        Report By
 FD1145  HISTORY     - 1959     MONUMENTED       CGS
 FD1145
 FD1145                          STATION DESCRIPTION
 FD1145
 FD1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1145'2 MI W FROM ONLY.
 FD1145'THIS MARK IS LOCATED AT THE CUFF 1959 STATION SITE, 57.3 FT.
 FD1145'NORTH-NORTHEAST OF THE STATION MARK, A DISK SET IN TOP OF A
 FD1145'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 1 FT. HIGHER THAN
 FD1145'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2494 ***********************************************************************
 GB2494  DESIGNATION -  CUPP
 GB2494  PID         -  GB2494
 GB2494  STATE/COUNTY-  TN/CAMPBELL
 GB2494  USGS QUAD   -  JELLICO WEST (1979)
 GB2494
 GB2494                         *CURRENT SURVEY CONTROL
 GB2494  ___________________________________________________________________
 GB2494* NAD 83(1995)-  36 30 31.07797(N)    084 12 05.38914(W)     ADJUSTED  
 GB2494* NAVD 88     -       658.0    (meters)    2159.     (feet)  VERTCON   
 GB2494  ___________________________________________________________________
 GB2494  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GB2494  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GB2494
 GB2494  HORZ ORDER  -  SECOND
 GB2494
 GB2494.The horizontal coordinates were established by classical geodetic methods
 GB2494.and adjusted by the National Geodetic Survey in April 1999..
 GB2494
 GB2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2494
 GB2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2494
 GB2494.The geoid height was determined by GEOID03.
 GB2494
 GB2494;                    North         East     Units Scale Factor Converg.
 GB2494;SPC TN       -   242,834.366   761,105.744   MT  1.00001760   +1 03 10.5
 GB2494;SPC TN       -   796,699.08  2,497,061.10   sFT  1.00001760   +1 03 10.5
 GB2494;SPC KY1Z     - 1,020,607.855 1,638,736.259   MT  1.00018698   +0 57 02.6
 GB2494;SPC KY1Z     - 3,348,444.27  5,376,420.54   sFT  1.00018698   +0 57 02.6
 GB2494;SPC KY S     -   520,590.667   638,717.187   MT  1.00004838   +0 56 20.8
 GB2494;SPC KY S     - 1,707,971.21  2,095,524.64   sFT  1.00004838   +0 56 20.8
 GB2494;UTM  16      - 4,044,008.741   750,622.213   MT  1.00037394   +1 39 56.9
 GB2494
 GB2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2494!SPC TN       -   0.99990140  x   1.00001760  =   0.99991900
 GB2494!SPC KY1Z     -   0.99990140  x   1.00018698  =   1.00008836
 GB2494!SPC KY S     -   0.99990140  x   1.00004838  =   0.99994978
 GB2494!UTM  16      -   0.99990140  x   1.00037394  =   1.00027531
 GB2494
 GB2494|---------------------------------------------------------------------|
 GB2494| PID    Reference Object                     Distance      Geod. Az  |
 GB2494|                                                           dddmmss.s |
 GB2494| DB9138 CUPP RM 1                            13.743 METERS 05349     |
 GB2494| DB9137 CUPP AZ MK                                         2215226.8 |
 GB2494| DB9139 CUPP RM 2                            14.371 METERS 22603     |
 GB2494|---------------------------------------------------------------------|
 GB2494
 GB2494                          SUPERSEDED SURVEY CONTROL
 GB2494
 GB2494  NAD 83(1995)-  36 30 31.07861(N)    084 12 05.39005(W) AD(       ) 2
 GB2494  NAD 83(1995)-  36 30 31.08754(N)    084 12 05.39226(W) AD(       ) 2
 GB2494  NAD 83(1986)-  36 30 31.08901(N)    084 12 05.39102(W) AD(       ) 2
 GB2494  NAD 27      -  36 30 30.79330(N)    084 12 05.63100(W) AD(       ) 2
 GB2494  NGVD 29 (07/19/86)  658.1    (m)         2159.     (f) VERT ANG       
 GB2494
 GB2494.Superseded values are not recommended for survey control.
 GB2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2494.See file dsdata.txt to determine how the superseded data were derived.
 GB2494
 GB2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5062244009(NAD 83)
 GB2494_MARKER: DE = TRAVERSE STATION DISK
 GB2494_SETTING: 80 = SET IN A BOULDER
 GB2494
 GB2494  HISTORY     - Date     Condition        Report By
 GB2494  HISTORY     - 1961     MONUMENTED       CGS
 GB2494  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GB2494
 GB2494                          STATION DESCRIPTION
 GB2494
 GB2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2494'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF LA FOLLETTE,
 GB2494'ABOUT 6-1/2 MILES SOUTHWEST
 GB2494'OF JELLICO, AND ON PINE MOUNTAIN AT THE HEAD OF CUPP BRANCH.
 GB2494'
 GB2494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2494'ROUTE 63 IN LA FOLLETTE,
 GB2494'FOLLOW U.S.  HIGHWAY 25W NORTHERLY FOR 10.0 MILES TO
 GB2494'A SIGN ON THE LEFT, WYNN-HABERSHAM
 GB2494'SCHOOL AND R.  MILLERS ESSO
 GB2494'SERVICE STATION AND GROCERY ON THE RIGHT.  PROCEED
 GB2494'NORTHERLY ON U.S.
 GB2494'HIGHWAY 25W FOR 0.5 MILE TO A T-ROAD LEFT, JUST AFTER CROSSING A
 GB2494'CONCRETE BRIDGE.
 GB2494'TURN LEFT AND FOLLOW THE MAIN ROAD FOR 5.0 MILES TO
 GB2494'A FORK AT FRANK AYERS GROCERY.  KEEP
 GB2494'LEFT, CROSSING A BRIDGE AND GO
 GB2494'0.75 MILE TO A FORK.  KEEP RIGHT, STRAIGHT AHEAD AND GO
 GB2494'1.5 MILES TO A
 GB2494'WHITE FRAME HOUSE ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN
 GB2494'RIGHT AND GO 1.1
 GB2494'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO
 GB2494'0.6 MILE TO A FRAME HOUSE ON THE
 GB2494'RIGHT.  PROCEED ON MOUNTAIN ROAD FOR
 GB2494'0.55 MILE TO A SIDE ROAD ON THE LEFT, JUST BEFORE
 GB2494'REACHING THE TOP OF
 GB2494'THE RIDGE.  TURN LEFT AND FOLLOW THE TRACK ROAD ALONG THE RIDGE FOR
 GB2494'0.85 MILE TO A
 GB2494'TRACK ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 GB2494'AN ANGLING CROSSROAD.  TURN SHARP RIGHT UP THE HILL AND GO 0.55
 GB2494'MILE TO A TRIANGULAR BLAZED TREE ON
 GB2494'THE LEFT.  HERE PACK SOUTHEAST ABOUT
 GB2494'150 YARDS TO THE TOP THE RIDGE AND THE STATION AS
 GB2494'DESCRIBED.  (A
 GB2494'4-WHEEL DRIVE).
 GB2494'
 GB2494'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CUPP 1961,
 GB2494'CEMENTED IN A DRILL HOLE IN
 GB2494'A BOULDER, FLUSH.  IT IS 15 FEET EAST OF A TRIANGULAR
 GB2494'BLAZED TREE, 2.4 FEET WEST OF A
 GB2494'WITNESS SIGN, AND SET IN ABOUT THE
 GB2494'MIDDLE OF THE RIDGE.
 GB2494'
 GB2494'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CUPP NO 1 1961, SET
 GB2494'IN A CONCRETE MONUMENT
 GB2494'WHICH PROJECTS 2 INCHES.  IT IS 43.7 FEET NORTHEAST
 GB2494'OF A WITNESS SIGN, 8 FEET SOUTHEAST
 GB2494'OF A 10-INCH TREE STUMP WHICH
 GB2494'PROJECTS ABOUT 2 FEET, AND THE MARK IS ABOUT THE SAME
 GB2494'ELEVATION AS
 GB2494'THE STATION MARK.
 GB2494'
 GB2494'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CUPP NO 2 1961, SET
 GB2494'IN A CONCRETE MONUMENT
 GB2494'WHICH PROJECTS 3 INCHES.  IT IS 10 FEET NORTH OF A
 GB2494'TRIANGULAR BLAZED TREE, 1.7 FEET
 GB2494'NORTHEAST OF A WITNESS SIGN, AND
 GB2494'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GB2494'
 GB2494'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUPP 1961, CEMENTED IN A
 GB2494'DRILL HOLE IN A BOULDER,
 GB2494'FLUSH.  THE BOULDER PROJECTS ABOUT 6 FEET ON THE
 GB2494'WESTERN SIDE.  THE MARK IS 23 FEET
 GB2494'SOUTHWEST OF A TRIANGULAR BLAZED
 GB2494'TREE, 7.2 FEET NORTHWEST OF A WITNESS SIGN, AND SET
 GB2494'ON THE WESTERN
 GB2494'SIDE OF THE RIDGE.
 GB2494'
 GB2494'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST ALONG THE
 GB2494'RIDGE FOR APPROXIMATELY 0.1
 GB2494'MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 GB2494'
 GB2494'HEIGHT OF LIGHT ABOVE STATION MARK 14.6 METERS.
 GB2494
 GB2494                          STATION RECOVERY (1965)
 GB2494
 GB2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GB2494'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB2494'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 GB2494'BEEN DESTROYED BY MACHINERY USED IN CLEARING THE RIGHT-OF-WAY FOR
 GB2494'INTERSTATE ROUTE 75.  DUE TO THE LOCATION OF THIS STATION ATOP
 GB2494'A HIGH, NARROW RIDGE WHICH WILL BE TRAVERSED BY INTERSTATE
 GB2494'ROUTE 75, IT WAS IMPOSSIBLE TO MOVE THE STATION OUT OF THE
 GB2494'CONSTRUCTION AREA.  THEREFORE, THE STATION AND ALL MARKS WERE
 GB2494'COMPLETELY DESTROYED AND THE DISKS REMOVED FOR SUBMISSION TO THE
 GB2494'WASHINGTON OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0525 ***********************************************************************
 FD0525  DESIGNATION -  CURD
 FD0525  PID         -  FD0525
 FD0525  STATE/COUNTY-  TN/WILLIAMSON
 FD0525  USGS QUAD   -  FRANKLIN (1981)
 FD0525
 FD0525                         *CURRENT SURVEY CONTROL
 FD0525  ___________________________________________________________________
 FD0525* NAD 83(1995)-  35 55 19.51437(N)    086 49 31.72769(W)     ADJUSTED  
 FD0525* NAVD 88     -       268.989  (meters)     882.51   (feet)  ADJUSTED  
 FD0525  ___________________________________________________________________
 FD0525  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FD0525  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0525  DYNAMIC HT  -         268.753 (meters)     881.73  (feet)  COMP
 FD0525  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FD0525
 FD0525  HORZ ORDER  -  SECOND
 FD0525  VERT ORDER  -  SECOND    CLASS 0
 FD0525
 FD0525.The horizontal coordinates were established by classical geodetic methods
 FD0525.and adjusted by the National Geodetic Survey in April 1999..
 FD0525
 FD0525.The orthometric height was determined by differential leveling
 FD0525.and adjusted by the National Geodetic Survey in June 1991..
 FD0525
 FD0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0525
 FD0525.The geoid height was determined by GEOID03.
 FD0525
 FD0525.The dynamic height is computed by dividing the NAVD 88
 FD0525.geopotential number by the normal gravity value computed on the
 FD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0525.degrees latitude (g = 980.6199 gals.).
 FD0525
 FD0525.The modeled gravity was interpolated from observed gravity values.
 FD0525
 FD0525;                    North         East     Units Scale Factor Converg.
 FD0525;SPC TN       -   176,584.990   525,503.185   MT  0.99994958   -0 28 59.8
 FD0525;SPC TN       -   579,345.92  1,724,088.37   sFT  0.99994958   -0 28 59.8
 FD0525;UTM  16      - 3,975,320.923   515,744.545   MT  0.99960305   +0 06 08.6
 FD0525
 FD0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0525!SPC TN       -   0.99996229  x   0.99994958  =   0.99991187
 FD0525!UTM  16      -   0.99996229  x   0.99960305  =   0.99956536
 FD0525
 FD0525:                Primary Azimuth Mark                     Grid Az
 FD0525:SPC TN       -  CURD AZ MK                               169 56 28.3
 FD0525:UTM  16      -  CURD AZ MK                               169 21 19.9
 FD0525
 FD0525|---------------------------------------------------------------------|
 FD0525| PID    Reference Object                     Distance      Geod. Az  |
 FD0525|                                                           dddmmss.s |
 FD0525| FD0530 CURD AZ MK                          APPROX. 1.0 KM 1692728.5 |
 FD0525| FD0526 CURD RM 1                            11.867 METERS 24719     |
 FD0525| FD1489 FRANKLIN MUNICIPAL TANK             APPROX. 3.9 KM 2734151.7 |
 FD0525| FD1488 FRANKLIN MAGIC CHEF WATER TANK      APPROX. 3.4 KM 2893828.9 |
 FD0525| FD0527 CURD RM 2                            19.833 METERS 34829     |
 FD0525| FD1490 FRANKLIN RADIO STA WAGG MAST        APPROX. 3.9 KM 3484925.9 |
 FD0525|---------------------------------------------------------------------|
 FD0525
 FD0525                          SUPERSEDED SURVEY CONTROL
 FD0525
 FD0525  NAD 83(1995)-  35 55 19.51696(N)    086 49 31.72883(W) AD(       ) 2
 FD0525  NAD 83(1986)-  35 55 19.52513(N)    086 49 31.73019(W) AD(       ) 2
 FD0525  NAD 27      -  35 55 19.29360(N)    086 49 31.72480(W) AD(       ) 2
 FD0525  NGVD 29 (??/??/92)  268.979  (m)          882.48   (f) ADJ UNCH    2 0
 FD0525
 FD0525.Superseded values are not recommended for survey control.
 FD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0525.See file dsdata.txt to determine how the superseded data were derived.
 FD0525
 FD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1574575321(NAD 83)
 FD0525_MARKER: DE = TRAVERSE STATION DISK
 FD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0525_STAMPING: CURD 1960
 FD0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0525+STABILITY: SURFACE MOTION
 FD0525
 FD0525  HISTORY     - Date     Condition        Report By
 FD0525  HISTORY     - 1960     MONUMENTED       TNHD
 FD0525  HISTORY     - 1960     GOOD             CGS
 FD0525  HISTORY     - 1963     GOOD             CGS
 FD0525
 FD0525                          STATION DESCRIPTION
 FD0525
 FD0525'DESCRIBED BY TN HIGHWAY DEPT 1960 (SLH)
 FD0525'THE STATION IS LCOATED ON THE SUMMIT OF A SMALL DOME TOP HILL, ABOUT
 FD0525'2.5 MILES EAST OF FRANKLIN
 FD0525'AND ON THE PROPERTY OWNED BY MR L V HUFFINES.
 FD0525'
 FD0525'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO EAST ON
 FD0525'STATE HIGHWAY NO 96 FOR
 FD0525'2.1 MILES TO A DIRT CROSS ROAD, TURN LEFT, NORTH,
 FD0525'FOR 0.9 MILE TO JUNCTION WITH PAVED
 FD0525'ROAD, TURN RIGHT, EAST, FOR 0.5
 FD0525'MILE TO A WHITE GATE ON THE RIGHT AND THE END OF TRUCK
 FD0525'TRAVEL, PACK
 FD0525'SOUTH ACROSS PASTURE LAND FOR ABOUT 0.4 MILE TO THE STATION.
 FD0525'
 FD0525'STATION MARK IS SET ON THE HIGHEST PART OF THE HILL AND IS 12 FEET
 FD0525'NORTH OF A WITNESS SIGN.
 FD0525'THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 FD0525'CONCRETE POST, SET 2 INCHES BELOW
 FD0525'THE GROUND AND IS STAMPED CURD
 FD0525'1960.
 FD0525'
 FD0525'REFERENCE MARK NO 1 IS SET ON THE WEST SLOPE OF THE HILL, SET FLUSH
 FD0525'AND IS STAMPED CURD NO
 FD0525'1 1960.
 FD0525'
 FD0525'REFERENCE MARK NO 2 IS SET ON THE NORTH SLOPE OF THE HILL, SET FLUSH
 FD0525'AND IS STAMPED CURD NO 2
 FD0525'1960.
 FD0525'
 FD0525'DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS 82.03
 FD0525'FEET.
 FD0525'
 FD0525'AZIMUTH MARK IS 40 FEET EAST OF CAROTHERS ROAD, 39 FEET EAST OF A
 FD0525'FENCE CORNER, 36 FEET SOUTH
 FD0525'OF THE CENTER OF STATE HIGHWAY NO 96, 4 FEET WEST OF A
 FD0525'WITNESS SIGN AND 2 FEET NORTH OF
 FD0525'A BOARD FENCE.  THE MARK PROJECTS 2
 FD0525'INCHES AND IS STAMPED CURD 1960.
 FD0525'
 FD0525'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO
 FD0525'EAST ON STATE HIGHWAY NO 96
 FD0525'FOR 2.6 MILES TO THE MARK ON THE RIGHT.
 FD0525'
 FD0525'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0525
 FD0525                          STATION RECOVERY (1960)
 FD0525
 FD0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0525'3.4 MI E FROM FRANKLIN.
 FD0525'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILES SOUTH ON THE
 FD0525'L. AND N. RAILROAD, THEN 2.5 MILES EAST ON STATE HIGHWAY 96,
 FD0525'THEN 0.6 MILE NORTH ON INTERSTATE HIGHWAY 65, THEN 0.2 MILE CROSS
 FD0525'COUNTRY TO THE CREST OF LARGE HILL.  THE STATION MARK IS SET
 FD0525'ON THE HIGHEST PART OF THE HILL AND 12 FT. NORTH OF A WITNESS
 FD0525'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES
 FD0525'BELOW THE SURFACE OF THE GROUND.
 FD0525
 FD0525                          STATION RECOVERY (1963)
 FD0525
 FD0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD0525'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD0525'EXCELLENT CONDITION.  THE
 FD0525'ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0530 ***********************************************************************
 FD0530  DESIGNATION -  CURD AZ MK
 FD0530  PID         -  FD0530
 FD0530  STATE/COUNTY-  TN/WILLIAMSON
 FD0530  USGS QUAD   -  FRANKLIN (1981)
 FD0530
 FD0530                         *CURRENT SURVEY CONTROL
 FD0530  ___________________________________________________________________
 FD0530* NAD 83(1995)-  35 54 46.05222(N)    086 49 24.07271(W)     ADJUSTED  
 FD0530* NAVD 88     -       224.653  (meters)     737.05   (feet)  ADJUSTED  
 FD0530  ___________________________________________________________________
 FD0530  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD0530  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0530  DYNAMIC HT  -         224.455 (meters)     736.40  (feet)  COMP
 FD0530  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FD0530
 FD0530  HORZ ORDER  -  SECOND
 FD0530  VERT ORDER  -  SECOND    CLASS 0
 FD0530
 FD0530.The horizontal coordinates were established by classical geodetic methods
 FD0530.and adjusted by the National Geodetic Survey in April 1999..
 FD0530
 FD0530.The orthometric height was determined by differential leveling
 FD0530.and adjusted by the National Geodetic Survey in June 1991..
 FD0530
 FD0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0530
 FD0530.The geoid height was determined by GEOID03.
 FD0530
 FD0530.The dynamic height is computed by dividing the NAVD 88
 FD0530.geopotential number by the normal gravity value computed on the
 FD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0530.degrees latitude (g = 980.6199 gals.).
 FD0530
 FD0530.The modeled gravity was interpolated from observed gravity values.
 FD0530
 FD0530;                    North         East     Units Scale Factor Converg.
 FD0530;SPC TN       -   175,552.108   525,686.404   MT  0.99994934   -0 28 55.3
 FD0530;SPC TN       -   575,957.21  1,724,689.48   sFT  0.99994934   -0 28 55.3
 FD0530;UTM  16      - 3,974,290.324   515,938.244   MT  0.99960313   +0 06 13.0
 FD0530
 FD0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0530!SPC TN       -   0.99996925  x   0.99994934  =   0.99991859
 FD0530!UTM  16      -   0.99996925  x   0.99960313  =   0.99957239
 FD0530
 FD0530                          SUPERSEDED SURVEY CONTROL
 FD0530
 FD0530  NAD 83(1995)-  35 54 46.05470(N)    086 49 24.07380(W) AD(       ) 2
 FD0530  NAD 83(1986)-  35 54 46.06290(N)    086 49 24.07519(W) AD(       ) 2
 FD0530  NAD 27      -  35 54 45.82880(N)    086 49 24.06960(W) AD(       ) 2
 FD0530  NGVD 29 (??/??/92)  224.640  (m)          737.01   (f) ADJ UNCH    2 0
 FD0530
 FD0530.Superseded values are not recommended for survey control.
 FD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0530.See file dsdata.txt to determine how the superseded data were derived.
 FD0530
 FD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1593874290(NAD 83)
 FD0530_MARKER: DZ = AZIMUTH MARK DISK
 FD0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0530_STAMPING: CURD 1960
 FD0530_MARK LOGO: TNHD  
 FD0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0530+STABILITY: SURFACE MOTION
 FD0530
 FD0530  HISTORY     - Date     Condition        Report By
 FD0530  HISTORY     - 1960     MONUMENTED       TNHD
 FD0530  HISTORY     - 1960     GOOD             CGS
 FD0530  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 FD0530
 FD0530                          STATION DESCRIPTION
 FD0530
 FD0530'DESCRIBED BY TN HIGHWAY DEPT 1960
 FD0530'THE STATION IS LCOATED ON THE SUMMIT OF A SMALL DOME TOP HILL, ABOUT
 FD0530'2.5 MILES EAST OF FRANKLIN
 FD0530'AND ON THE PROPERTY OWNED BY MR L V HUFFINES.
 FD0530'
 FD0530'AZIMUTH MARK IS 40 FEET EAST OF CAROTHERS ROAD, 39 FEET EAST OF A
 FD0530'FENCE CORNER, 36 FEET SOUTH
 FD0530'OF THE CENTER OF STATE HIGHWAY NO 96, 4 FEET WEST OF A
 FD0530'WITNESS SIGN AND 2 FEET NORTH OF
 FD0530'A BOARD FENCE.  THE MARK PROJECTS 2
 FD0530'INCHES AND IS STAMPED CURD 1960.
 FD0530'
 FD0530'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO
 FD0530'EAST ON STATE HIGHWAY NO 96
 FD0530'FOR 2.6 MILES TO THE MARK ON THE RIGHT.
 FD0530
 FD0530                          STATION RECOVERY (1960)
 FD0530
 FD0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0530'2.7 MI E FROM FRANKLIN.
 FD0530'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0530'L. AND N. RAILROAD, THEN 2.55 MILE EAST ON STATE HIGHWAY 96.
 FD0530'THE BENCH MARK IS 40 FT. EAST OF CAROTHERS ROAD, 39 FT. EAST OF
 FD0530'A FENCE CORNER, 36 FT. SOUTH OF THE CENTER OF STATE HIGHWAY 96,
 FD0530'4 FT. WEST OF A WITNESS SIGN AND 2 FT. NORTH OF A BOARD FENCE.
 FD0530'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FD0530'AND ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FD0530
 FD0530                          STATION RECOVERY (1979)
 FD0530
 FD0530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 FD0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0526 ***********************************************************************
 FD0526  DESIGNATION -  CURD RM 1
 FD0526  PID         -  FD0526
 FD0526  STATE/COUNTY-  TN/WILLIAMSON
 FD0526  USGS QUAD   -  FRANKLIN (1981)
 FD0526
 FD0526                         *CURRENT SURVEY CONTROL
 FD0526  ___________________________________________________________________
 FD0526* NAD 83(1986)-  35 55 19.     (N)    086 49 31.     (W)     SCALED    
 FD0526* NAVD 88     -       268.548  (meters)     881.06   (feet)  ADJUSTED  
 FD0526  ___________________________________________________________________
 FD0526  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0526  DYNAMIC HT  -         268.312 (meters)     880.29  (feet)  COMP
 FD0526  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FD0526
 FD0526  VERT ORDER  -  SECOND    CLASS 0
 FD0526
 FD0526.The horizontal coordinates were scaled from a topographic map and have
 FD0526.an estimated accuracy of +/- 6 seconds.
 FD0526
 FD0526.The orthometric height was determined by differential leveling
 FD0526.and adjusted by the National Geodetic Survey in June 1991..
 FD0526
 FD0526.The geoid height was determined by GEOID03.
 FD0526
 FD0526.The dynamic height is computed by dividing the NAVD 88
 FD0526.geopotential number by the normal gravity value computed on the
 FD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0526.degrees latitude (g = 980.6199 gals.).
 FD0526
 FD0526.The modeled gravity was interpolated from observed gravity values.
 FD0526
 FD0526;                    North         East    Units  Estimated Accuracy
 FD0526;SPC TN       -   176,570.      525,520.      MT  (+/- 180 meters Scaled)
 FD0526
 FD0526                          SUPERSEDED SURVEY CONTROL
 FD0526
 FD0526  NGVD 29 (??/??/92)  268.538  (m)          881.03   (f) ADJ UNCH    2 0
 FD0526
 FD0526.Superseded values are not recommended for survey control.
 FD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0526.See file dsdata.txt to determine how the superseded data were derived.
 FD0526
 FD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE157753(NAD 83)
 FD0526_MARKER: DR = REFERENCE MARK DISK
 FD0526_SETTING: 66 = SET IN ROCK OUTCROP
 FD0526_SP_SET: BEDROCK
 FD0526_STAMPING: CURD NO 1 1960
 FD0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0526+STABILITY: POSITION/ELEVATION WELL
 FD0526
 FD0526  HISTORY     - Date     Condition        Report By
 FD0526  HISTORY     - 1960     MONUMENTED       CGS
 FD0526
 FD0526                          STATION DESCRIPTION
 FD0526
 FD0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0526'3.4 MI E FROM FRANKLIN.
 FD0526'THIS MARK IS LOCATED AT THE CURD 1960 STATION SITE, 39 FT.
 FD0526'WEST OF THE STATION MARK AND SET ON THE WEST SLOPE OF THE HILL.
 FD0526'THE DISK IS SET IN A DRILL HOLE IN THE TOP OF A BED ROCK THAT
 FD0526'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0527 ***********************************************************************
 FD0527  DESIGNATION -  CURD RM 2
 FD0527  PID         -  FD0527
 FD0527  STATE/COUNTY-  TN/WILLIAMSON
 FD0527  USGS QUAD   -  FRANKLIN (1981)
 FD0527
 FD0527                         *CURRENT SURVEY CONTROL
 FD0527  ___________________________________________________________________
 FD0527* NAD 83(1986)-  35 55 19.     (N)    086 49 31.     (W)     SCALED    
 FD0527* NAVD 88     -       268.165  (meters)     879.80   (feet)  ADJUSTED  
 FD0527  ___________________________________________________________________
 FD0527  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0527  DYNAMIC HT  -         267.930 (meters)     879.03  (feet)  COMP
 FD0527  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FD0527
 FD0527  VERT ORDER  -  SECOND    CLASS 0
 FD0527
 FD0527.The horizontal coordinates were scaled from a topographic map and have
 FD0527.an estimated accuracy of +/- 6 seconds.
 FD0527
 FD0527.The orthometric height was determined by differential leveling
 FD0527.and adjusted by the National Geodetic Survey in June 1991..
 FD0527
 FD0527.The geoid height was determined by GEOID03.
 FD0527
 FD0527.The dynamic height is computed by dividing the NAVD 88
 FD0527.geopotential number by the normal gravity value computed on the
 FD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0527.degrees latitude (g = 980.6199 gals.).
 FD0527
 FD0527.The modeled gravity was interpolated from observed gravity values.
 FD0527
 FD0527;                    North         East    Units  Estimated Accuracy
 FD0527;SPC TN       -   176,570.      525,520.      MT  (+/- 180 meters Scaled)
 FD0527
 FD0527                          SUPERSEDED SURVEY CONTROL
 FD0527
 FD0527  NGVD 29 (??/??/92)  268.155  (m)          879.77   (f) ADJ UNCH    2 0
 FD0527
 FD0527.Superseded values are not recommended for survey control.
 FD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0527.See file dsdata.txt to determine how the superseded data were derived.
 FD0527
 FD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE157753(NAD 83)
 FD0527_MARKER: DR = REFERENCE MARK DISK
 FD0527_SETTING: 66 = SET IN ROCK OUTCROP
 FD0527_SP_SET: BEDROCK
 FD0527_STAMPING: CURD NO 2 1960
 FD0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0527+STABILITY: POSITION/ELEVATION WELL
 FD0527
 FD0527  HISTORY     - Date     Condition        Report By
 FD0527  HISTORY     - 1960     MONUMENTED       CGS
 FD0527
 FD0527                          STATION DESCRIPTION
 FD0527
 FD0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0527'3.4 MI E FROM FRANKLIN.
 FD0527'THIS MARK IS LOCATED AT THE CURD 1960 STATION SITE, 65 FT.
 FD0527'NORTH OF THE STATION MARK AND SET ON THE NORTH SLOPE OF THE HILL.
 FD0527'THE DISK IS CEMENTED IN A DRILL IN THE TOP OF A BED ROCK THAT IS
 FD0527'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2453 ***********************************************************************
 FE2453  DESIGNATION -  CURVE
 FE2453  PID         -  FE2453
 FE2453  STATE/COUNTY-  TN/LAUDERDALE
 FE2453  USGS QUAD   -  GATES (1983)
 FE2453
 FE2453                         *CURRENT SURVEY CONTROL
 FE2453  ___________________________________________________________________
 FE2453* NAD 83(1995)-  35 47 21.30117(N)    089 27 13.57887(W)     ADJUSTED  
 FE2453* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 FE2453  ___________________________________________________________________
 FE2453  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 FE2453  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2453
 FE2453  HORZ ORDER  -  SECOND
 FE2453
 FE2453.The horizontal coordinates were established by classical geodetic methods
 FE2453.and adjusted by the National Geodetic Survey in April 1999..
 FE2453
 FE2453.The orthometric height was scaled from a topographic map.
 FE2453
 FE2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2453
 FE2453.The geoid height was determined by GEOID03.
 FE2453
 FE2453;                    North         East     Units Scale Factor Converg.
 FE2453;SPC TN       -   167,040.948   287,849.567   MT  0.99994871   -2 01 19.1
 FE2453;SPC TN       -   548,033.51    944,386.45   sFT  0.99994871   -2 01 19.1
 FE2453;UTM  16      - 3,963,351.654   278,238.849   MT  1.00020603   -1 26 08.0
 FE2453
 FE2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2453!SPC TN       -   0.99997971  x   0.99994871  =   0.99992843
 FE2453!UTM  16      -   0.99997971  x   1.00020603  =   1.00018574
 FE2453
 FE2453:                Primary Azimuth Mark                     Grid Az
 FE2453:SPC TN       -  CURVE AZ MK                              029 25 51.4
 FE2453:UTM  16      -  CURVE AZ MK                              028 50 40.3
 FE2453
 FE2453|---------------------------------------------------------------------|
 FE2453| PID    Reference Object                     Distance      Geod. Az  |
 FE2453|                                                           dddmmss.s |
 FE2453| CG3882 CURVE AZ MK                                        0272432.3 |
 FE2453| FE2454 HALLS MUNICIPAL TANK                APPROX.10.9 KM 0292214.9 |
 FE2453| CG3883 CURVE RM 1                           20.765 METERS 06356     |
 FE2453| FE2428 EAGLE LOT WT 34                     APPROX.22.8 KM 1162728.3 |
 FE2453| FE2436 BROWNSVILLE MUN TANK                APPROX.27.8 KM 1404112.9 |
 FE2453| CG3884 CURVE RM 2                           19.770 METERS 22308     |
 FE2453| FE2633 RIPLEY RAD STA WTRB MAST            APPROX.10.4 KM 2302430.9 |
 FE2453| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 8.3 KM 2341457.3 |
 FE2453| FE2452 CURVE ELEMENTARY SCH STACK          APPROX. 1.8 KM 3491611.2 |
 FE2453|---------------------------------------------------------------------|
 FE2453
 FE2453                          SUPERSEDED SURVEY CONTROL
 FE2453
 FE2453  NAD 83(1995)-  35 47 21.30656(N)    089 27 13.58031(W) AD(       ) 2
 FE2453  NAD 83(1986)-  35 47 21.31206(N)    089 27 13.57980(W) AD(       ) 2
 FE2453  NAD 27      -  35 47 21.03750(N)    089 27 13.31680(W) AD(       ) 2
 FE2453
 FE2453.Superseded values are not recommended for survey control.
 FE2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2453.See file dsdata.txt to determine how the superseded data were derived.
 FE2453
 FE2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7823963352(NAD 83)
 FE2453_MARKER: DS = TRIANGULATION STATION DISK
 FE2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2453
 FE2453  HISTORY     - Date     Condition        Report By
 FE2453  HISTORY     - 1958     MONUMENTED       CGS
 FE2453  HISTORY     - 1959     GOOD             CGS
 FE2453  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE2453  HISTORY     - 1972     GOOD             NGS
 FE2453
 FE2453                          STATION DESCRIPTION
 FE2453
 FE2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2453'THE STATION IS ABOUT 5 MILES NORTHEAST OF RIPLEY, 1 MILE SOUTH OF
 FE2453'CURVE AND ON PROPERTY OWNED BY MR. ROBERT METER. IT IS 32 FEET
 FE2453'SOUTHEAST OF A WHITE WITNESS POST, 51 FEET SOUTHWEST OF THE NORTHWEST
 FE2453'CORNER OF AN OLD FRAME HOUSE AND 42 FEET SOUTHEAST OF A FENCE
 FE2453'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE 1958.
 FE2453'
 FE2453'TO REACH THE STATION FROM THE CURVE ELEMENTARY GRADE SCHOOL IN CURVE,
 FE2453'GO SOUTHERLY ON A WINDING ROAD FOR 0.35 MILE TO A Y-INTERSECTION.
 FE2453'BEAR LEFT, SOUTH, PASSING UNDER THE RAILROAD TRACKS, FOR 0.75 MILE TO
 FE2453'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO A
 FE2453'SIDE ROAD LEFT. TURN SHARP LEFT AND GO 0.1 MILE TO A DRIVEWAY LEFT TO
 FE2453'AN OLD FARM HOUSE. TURN LEFT INTO DRIVEWAY FOR 0.05 MILE TO THE
 FE2453'STATION SET IN THE MIDDLE OF THE DRIVEWAY.
 FE2453'
 FE2453'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 18 FEET NORTHEAST OF THE
 FE2453'NORTHWEST CORNER OF THE OLD FRAME HOUSE AND 40 FEET WEST OF A
 FE2453'FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO
 FE2453'1 1958.
 FE2453'
 FE2453'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A FENCE, 65 FEET SOUTH OF A
 FE2453'WHITE WITNESS POST AND 33 FEET NORTHWEST OF A 3 FOOT OAK TREE. THE
 FE2453'MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO 2 1958.
 FE2453'
 FE2453'THE AZIMUTH MARK IS 1 FOOT WEST OF A POWER LINE POLE, 24 FEET EAST OF
 FE2453'THE CENTERLINE OF A PAVED ROAD, 1 FOOT SOUTHWEST OF A FENCE CORNER
 FE2453'AND 1 FOOT WEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND
 FE2453'THE DISK IS STAMPED CURVE 1958.
 FE2453'
 FE2453'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2453
 FE2453                          STATION RECOVERY (1959)
 FE2453
 FE2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2453'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FE2453'RECOVERED IN GOOD CONDITION. THE DIRECTION TO THE AZIMUTH MARK
 FE2453'CHECKED. THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2
 FE2453'CHECKED. THE FENCE MENTIONED AS A REFERENCE TO REFERENCE MARK 1 IS
 FE2453'NO LONGER THERE. THE FENCE CORNERS USED AS REFERENCE POINTS TO THE
 FE2453'STATION AND TO REFERENCE MARK 1 ARE NO LONGER THERE. SOME NEW
 FE2453'REFERENCE POINTS WERE ADDED. A COMPLETE NEW DESCRIPTION AND TO REACH
 FE2453'FOLLOWS-
 FE2453'
 FE2453'THE STATION IS ABOUT 5 MILES NORTHEAST OF RIPLEY, 1 MILE SOUTH OF
 FE2453'CURVE AND ON PROPERTY OWNED BY MR. ROBERT METER. IT IS 51 FEET
 FE2453'SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 42 FEET
 FE2453'SOUTHEAST OF A 10 INCH OAK TREE AND 32 FEET SOUTHEAST OF A WHITE
 FE2453'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE
 FE2453'1958.
 FE2453'
 FE2453'TO REACH THE STATION FROM THE CURVE ELEMENTARY GRADE SCHOOL IN CURVE,
 FE2453'GO SOUTHERLY ON A WINDING ROAD FOR 0.35 MILE TO A Y-INTERSECTION.
 FE2453'BEAR LEFT, SOUTH, PASSING UNDER THE RAILROAD TRACKS FOR 0.75 MILE TO
 FE2453'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO A
 FE2453'SIDE ROAD LEFT. TURN SHARP LEFT AND GO 0.1 MILE TO A DRIVEWAY LEFT TO
 FE2453'AN OLD FARM HOUSE. TURN LEFT INTO DRIVEWAY FOR 0.05 MILE TO THE
 FE2453'STATION IN THE MIDDLE OF THE DRIVEWAY.
 FE2453'
 FE2453'REFERENCE MARK 1 IS 78 FEET EAST OF A 10 INCH OAK TREE AND 18 FEET
 FE2453'NORTHEAST OF THE NORTHWEST CORNER OF THE OLD FRAME HOUSE. THE
 FE2453'MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO 1 1958.
 FE2453'
 FE2453'REFERENCE MARK 2 IS 65 FEET SOUTH OF A WHITE WITNESS POST, 33 FEET
 FE2453'NORTHWEST OF A 36 INCH OAK TREE AND 1 FOOT NORTHEAST OF A WIRE
 FE2453'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO 2
 FE2453'1958.
 FE2453'
 FE2453'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 1
 FE2453'FOOT SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A POWER POLE AND 1
 FE2453'FOOT WEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK
 FE2453'IS STAMPED CURVE 1958. NO MEASUREMENT BETWEEN RM 1 AND RM
 FE2453'2, HOUSE ON LINE.
 FE2453'
 FE2453'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2453
 FE2453                          STATION RECOVERY (1971)
 FE2453
 FE2453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE2453'REFERENCE MARK 2 SEARCHED FOR AND NOT FOUND.
 FE2453'
 FE2453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILE NORTHEAST OF
 FE2453'RIPLEY, 1 MI SOUTH OF CURVE
 FE2453
 FE2453                          STATION RECOVERY (1972)
 FE2453
 FE2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2453'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2453'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 FE2453'THE AZIMUTH MARK AND THE REFERENCE MARKS. IN CHECKING THE ANGLES
 FE2453'OBSERVED THIS DATE AGAINST THOSE OBSERVED IN 1959, A
 FE2453'DISCREPANCY OF PLUS 01 MIN 04.7 SEC WAS NOTED FOR REFERENCE MARK NO.
 FE2453'2 WHILE REFERENCE MARK NO. 1 CHECKED WITHIN THE ALLOWABLE LIMITS.
 FE2453'IN CHECKING THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND
 FE2453'THE REFERENCE MARKS, A DISCREPANCY OF PLUS 0.04 OF A FOOT WAS NOTED
 FE2453'FOR REFERENCE MARK NO. 1 AND MINUS 0.01 OF A FOOT FOR REFERENCE
 FE2453'MARK NO. 2.
 FE2453'
 FE2453'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2453'
 FE2453'THE STATION IS ABOUT 5 MILES NORTHEAST OF RIPLEY, ABOUT 1 MILE SOUTH
 FE2453'OF THE SMALL COMMUNITY OF CURVE, AND IS IN A FIELD ON THE PROPERTY
 FE2453'OF THE GEORGE MCWILLIAMS ESTATE.
 FE2453'
 FE2453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND COUNTY
 FE2453'ROAD R 8127 (HOWARDS STORE IN THE EAST ANGLE) IN THE SMALL
 FE2453'COMMUNITY OF CURVE, GO EASTERLY AND SOUTHERLY (PASSING UNDER THE
 FE2453'ILLINOIS-CENTRAL RAILROAD) ON COUNTY ROAD R 8127 FOR 1.15 MILES
 FE2453'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTHERLY ON COUNTY ROAD R
 FE2453'8127 FOR 0.25 OF A MILE TO THE JUNCTION OF COUNTY ROAD S 8202/5)
 FE2453'(CONCORD ROAD) ON THE LEFT, TURN LEFT ON CONCORD ROAD AND GO EASTERLY
 FE2453'FOR 0.1 OF A MILE TO A DRIVEWAY ON THE LEFT LEADING INTO A FIELD AND
 FE2453'THE STATION ABOUT 40 YARDS NORTH IN FIELD AS DESCRIBED.
 FE2453'
 FE2453'THE STATION IS 121 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 FE2453'COUNTY ROAD S 8202, 91 FEET NORTH-NORTHEAST OF A FENCE, 73 FEET
 FE2453'SOUTH OF AN 18-INCH BLACK WALNUT TREE, 52 FEET EAST OF A 16-INCH,
 FE2453'FORKED TRUNKED OAK TREE, 33 FEET EAST-SOUTHEAST OF A FENCE,
 FE2453'AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2453'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FE2453'AND THE DISK IS STAMPED CURVE 1958.
 FE2453'
 FE2453'REFERENCE MARK NO. 1 IS 177 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 FE2453'CENTER OF COUNTY ROAD S 8202, 147 FEET NORTH-NORTHEAST
 FE2453'OF A FENCE, 86 FEET EAST-SOUTHEAST OF THE 18-INCH BLACK WALNUT TREE,
 FE2453'68 FEET EAST-SOUTHEAST OF A FENCE, 0.9 OF A FOOT SOUTH OF A METAL
 FE2453'WITNESS POST AND SIGN, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FE2453'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2453'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CURVE NO 1
 FE2453'1958.
 FE2453'
 FE2453'REFERENCE MARK NO. 2 IS 61 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 FE2453'CENTER OF COUNTY ROAD S 8202, 37 FEET SOUTH OF THE 16-INCH, FORKED
 FE2453'TRUNKED OAK TREE, 31 FEET NORTH-NORTHEAST OF A FENCE, 8 FEET
 FE2453'EAST-SOUTHEAST OF A FENCE, 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 FE2453'POST AND SIGN, AND ABOUT 3 FEET BELOW THE ELEVATION OF THE STATION.
 FE2453'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2453'MONUMENT ABOUT 2 INCHES BELOW THE SURROUNDING SURFACE AND THE DISK IS
 FE2453'STAMPED CURVE NO 2 1958.
 FE2453'
 FE2453'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2453'REFERENCE MARK NO. 2 IS 130.76 FEET - (39.855) METERS.
 FE2453'
 FE2453'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE NORTH-NORTHEAST OF THE
 FE2453'STATION, 36 FEET WEST OF THE SOUTHEAST CORNER OF AN ABANDONED
 FE2453'FRAME HOUSE, 27 FEET WEST OF A 10-INCH CEDAR TREE, 24 FEET
 FE2453'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD R 8127, 12
 FE2453'FEET SOUTHWEST OF A 16-INCH HONEY LOCUST TREE, AND 0.8 OF A FOOT
 FE2453'SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FE2453'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FE2453'IS STAMPED CURVE 1958.
 FE2453'
 FE2453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.0 MILE
 FE2453'SOUTH OF CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2452 ***********************************************************************
 FE2452  DESIGNATION -  CURVE ELEMENTARY SCH STACK
 FE2452  PID         -  FE2452
 FE2452  STATE/COUNTY-  TN/LAUDERDALE
 FE2452  USGS QUAD   -  GATES (1983)
 FE2452
 FE2452                         *CURRENT SURVEY CONTROL
 FE2452  ___________________________________________________________________
 FE2452* NAD 83(1995)-  35 48 19.43477(N)    089 27 27.10231(W)     ADJUSTED  
 FE2452* NAVD 88     -                                                        
 FE2452  ___________________________________________________________________
 FE2452  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FE2452  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2452
 FE2452  HORZ ORDER  -  THIRD
 FE2452
 FE2452.The horizontal coordinates were established by classical geodetic methods
 FE2452.and adjusted by the National Geodetic Survey in April 1999..
 FE2452
 FE2452
 FE2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2452
 FE2452.The geoid height was determined by GEOID03.
 FE2452
 FE2452;                    North         East     Units Scale Factor Converg.
 FE2452;SPC TN       -   168,843.456   287,573.480   MT  0.99994853   -2 01 27.0
 FE2452;SPC TN       -   553,947.24    943,480.66   sFT  0.99994853   -2 01 27.0
 FE2452;UTM  16      - 3,965,151.708   277,944.260   MT  1.00020764   -1 26 18.0
 FE2452
 FE2452                          SUPERSEDED SURVEY CONTROL
 FE2452
 FE2452  NAD 83(1995)-  35 48 19.43990(N)    089 27 27.10356(W) AD(       ) 4
 FE2452  NAD 83(1986)-  35 48 19.44507(N)    089 27 27.10301(W) AD(       ) 4
 FE2452  NAD 27      -  35 48 19.17000(N)    089 27 26.83900(W) AD(       ) 3
 FE2452
 FE2452.Superseded values are not recommended for survey control.
 FE2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2452.See file dsdata.txt to determine how the superseded data were derived.
 FE2452
 FE2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7794465152(NAD 83)
 FE2452_MARKER: 63 = STACK
 FE2452
 FE2452  HISTORY     - Date     Condition        Report By
 FE2452  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2452
 FE2452                          STATION DESCRIPTION
 FE2452
 FE2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2452'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A SILVER
 FE2452'COLORED, METAL STACK ABOUT 50 FEET HIGH AND IS LOCATED AT THE
 FE2452'REAR OF THE CURVE ELEMENTARY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2322 ***********************************************************************
 GB2322  DESIGNATION -  CUSTRED RESET
 GB2322  PID         -  GB2322
 GB2322  STATE/COUNTY-  TN/CUMBERLAND
 GB2322  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2322
 GB2322                         *CURRENT SURVEY CONTROL
 GB2322  ___________________________________________________________________
 GB2322* NAD 83(1986)-  36 02 54.     (N)    085 09 07.     (W)     SCALED    
 GB2322* NAVD 88     -       608.96   (meters)    1997.9    (feet)  RESET     
 GB2322  ___________________________________________________________________
 GB2322  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB2322
 GB2322  VERT ORDER  -  THIRD
 GB2322
 GB2322.The horizontal coordinates were scaled from a topographic map and have
 GB2322.an estimated accuracy of +/- 6 seconds.
 GB2322
 GB2322.The orthometric height was computed from unverified reset data.
 GB2322.No vertical observational check was made to the station.
 GB2322
 GB2322.The geoid height was determined by GEOID03.
 GB2322
 GB2322;                    North         East    Units  Estimated Accuracy
 GB2322;SPC TN       -   190,610.      676,410.      MT  (+/- 180 meters Scaled)
 GB2322
 GB2322                          SUPERSEDED SURVEY CONTROL
 GB2322
 GB2322  NGVD 29 (10/12/01)  608.99   (m)         1998.0    (f) RESET       3  
 GB2322
 GB2322.Superseded values are not recommended for survey control.
 GB2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2322.See file dsdata.txt to determine how the superseded data were derived.
 GB2322
 GB2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE664908(NAD 83)
 GB2322_MARKER: DS = TRIANGULATION STATION DISK
 GB2322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB2322_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GB2322_STAMPING: CUSTRED 1960 1977
 GB2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2322
 GB2322  HISTORY     - Date     Condition        Report By
 GB2322  HISTORY     - 1977     MONUMENTED       NGS
 GB2322  HISTORY     - 1977     GOOD             NGS
 GB2322
 GB2322                          STATION DESCRIPTION
 GB2322
 GB2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GB2322'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GB2322'CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED BY GRADING
 GB2322'AS WAS REFERENCE MARK 1.  REFERENCE MARK 2 WAS VERY NEAR A GRADED
 GB2322'DITCH AND WAS DESTROYED.  THE DISTANCE TO REFERENCE MARK 2
 GB2322'CHECKED.  THE AZIMUTH MARK WAS NOT FOUND BUT SOME BROKEN CONCRETE
 GB2322'WAS FOUND AND THE MARK IS ASSUMED TO HAVE BEEN DESTROYED BY FARMING.
 GB2322'A NEW SURFACE STATION MARK AND REFERENCE MARK 3 AND 4 WERE SET.  A
 GB2322'NEW DESCRIPTION FOLLOWS--
 GB2322'
 GB2322'THE STATION IS LOCATED IN A GRASSY TRIANGLE ABOUT 0.1 MILE
 GB2322'SOUTHWEST OF INTERSTATE HIGHWAY 40, 37 FEET SOUTH OF THE CENTERLINE
 GB2322'OF A PAVED ROAD, 21 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 GB2322'1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A METAL
 GB2322'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GB2322'STAMPED CUSTRED 1960 1977.
 GB2322'
 GB2322'TO REACH THE STATION FROM THE RAILROAD DEPOT AND POST OFFICE AT
 GB2322'MAYLAND, GO EASTERLY ON U. S. HIGHWAY 70N FOR 1.75 MILES TO A PAVED
 GB2322'ROAD LEFT.  TURN LEFT ON THE PAVED ROAD AND GO NORTH AND EAST FOR
 GB2322'1.1 MILES TO A ROAD FORK AND THE STATION.
 GB2322'
 GB2322'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2322'MAGNETS, STAMPED CUSTRED 1960 NO 3 1977, PROJECTING 3 INCHES,
 GB2322'19 FEET SOUTH OF THE CENTERLINE OF THE MAIN PAVED ROAD AND 6 INCHES
 GB2322'WEST OF A METAL WITNESS POST.
 GB2322'
 GB2322'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2322'MAGNETS, STAMPED CUSTRED 1960 NO 4 1977, PROJECTING 3 INCHES, 21
 GB2322'FEET SOUTHEAST OF THE CENTERLINE OF PAVED ROAD, 69 FEET SOUTH OF THE
 GB2322'CENTERLINE OF THE MAIN PAVED ROAD, 40 FEET EAST OF AN 18 INCH
 GB2322'OAK TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 GB2322'
 GB2322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 GB2322'EAST OF MAYLAND.
 GB2322'
 GB2322'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GB2322
 GB2322                          STATION RECOVERY (1977)
 GB2322
 GB2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GB2322'2.85 MI EAST FROM MAYLAND.
 GB2322'1.75 MILES EAST ALONG U.S. HIGHWAY 70 NORTH FROM THE RAILROAD STATION
 GB2322'AND POST OFFICE IN MAYLAND THENCE 1.1 MILES NORTHEAST ALONGA PAVED
 GB2322'ROAD AT A ROAD FORK, 45.97 FEET NORTHEAST OF ROOM 4, 17.85 SOUTH
 GB2322'OF ROOM 3, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21 FEET
 GB2322'NORTHEAST OF THE CENTERLINE OF PAVED ROAD, BETWEEN TWO METAL
 GB2322'WITNESS POSTS 24-INCHES APART, IN TOP OF AN PRE-CAST ALUMINUM
 GB2322'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2323 ***********************************************************************
 GB2323  DESIGNATION -  CUSTRED RM 3
 GB2323  PID         -  GB2323
 GB2323  STATE/COUNTY-  TN/CUMBERLAND
 GB2323  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2323
 GB2323                         *CURRENT SURVEY CONTROL
 GB2323  ___________________________________________________________________
 GB2323* NAD 83(1986)-  36 02 54.     (N)    085 09 07.     (W)     SCALED    
 GB2323* NAVD 88     -       609.00   (meters)    1998.0    (feet)  RESET     
 GB2323  ___________________________________________________________________
 GB2323  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB2323
 GB2323  VERT ORDER  -  THIRD
 GB2323
 GB2323.The horizontal coordinates were scaled from a topographic map and have
 GB2323.an estimated accuracy of +/- 6 seconds.
 GB2323
 GB2323.The orthometric height was computed from unverified reset data.
 GB2323.No vertical observational check was made to the station.
 GB2323
 GB2323.The geoid height was determined by GEOID03.
 GB2323
 GB2323;                    North         East    Units  Estimated Accuracy
 GB2323;SPC TN       -   190,610.      676,410.      MT  (+/- 180 meters Scaled)
 GB2323
 GB2323                          SUPERSEDED SURVEY CONTROL
 GB2323
 GB2323  NGVD 29 (10/12/01)  609.03   (m)         1998.1    (f) RESET       3  
 GB2323
 GB2323.Superseded values are not recommended for survey control.
 GB2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2323.See file dsdata.txt to determine how the superseded data were derived.
 GB2323
 GB2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE664908(NAD 83)
 GB2323_MARKER: DR = REFERENCE MARK DISK
 GB2323_SETTING: 0 = UNSPECIFIED SETTING
 GB2323_STAMPING: CUSTRED 1960 NO 3 1977
 GB2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2323
 GB2323  HISTORY     - Date     Condition        Report By
 GB2323  HISTORY     - 1977     MONUMENTED       NGS
 GB2323
 GB2323                          STATION DESCRIPTION
 GB2323
 GB2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GB2323'2.85 MI EAST FROM MAYLAND.
 GB2323'1.75 MILES EAST ALONG U.S. HIGHWAY 70 NORTH FROM THE RAILROAD
 GB2323'STATION AND POST OFFICE IN MAYLAND, THENCE 1.1 MILES NORTHEAST
 GB2323'ALONG A PAVED ROAD, AT A ROAD FOR, 59.6 FEET NORTH-NORTHEAST OF
 GB2323'ROOM 4, 19 FEET SOUTH OF THE MAIN PAVED ROAD, 17.85 FEET NORTH
 GB2323'OF THE STATION, AND IN TOP OF AN PRE-CAST ALUMINUM MONUMENT.
 GB2323'THE MARK IS 0.5 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2324 ***********************************************************************
 GB2324  DESIGNATION -  CUSTRED RM 4
 GB2324  PID         -  GB2324
 GB2324  STATE/COUNTY-  TN/CUMBERLAND
 GB2324  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2324
 GB2324                         *CURRENT SURVEY CONTROL
 GB2324  ___________________________________________________________________
 GB2324* NAD 83(1986)-  36 02 54.     (N)    085 09 07.     (W)     SCALED    
 GB2324* NAVD 88     -       608.90   (meters)    1997.7    (feet)  RESET     
 GB2324  ___________________________________________________________________
 GB2324  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB2324
 GB2324  VERT ORDER  -  THIRD
 GB2324
 GB2324.The horizontal coordinates were scaled from a topographic map and have
 GB2324.an estimated accuracy of +/- 6 seconds.
 GB2324
 GB2324.The orthometric height was computed from unverified reset data.
 GB2324.No vertical observational check was made to the station.
 GB2324
 GB2324.The geoid height was determined by GEOID03.
 GB2324
 GB2324;                    North         East    Units  Estimated Accuracy
 GB2324;SPC TN       -   190,610.      676,410.      MT  (+/- 180 meters Scaled)
 GB2324
 GB2324                          SUPERSEDED SURVEY CONTROL
 GB2324
 GB2324  NGVD 29 (10/12/01)  608.94   (m)         1997.8    (f) RESET       3  
 GB2324
 GB2324.Superseded values are not recommended for survey control.
 GB2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2324.See file dsdata.txt to determine how the superseded data were derived.
 GB2324
 GB2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE664908(NAD 83)
 GB2324_MARKER: DR = REFERENCE MARK DISK
 GB2324_SETTING: 0 = UNSPECIFIED SETTING
 GB2324_STAMPING: CUSTRED 960 NO 4 1977
 GB2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2324
 GB2324  HISTORY     - Date     Condition        Report By
 GB2324  HISTORY     - 1977     MONUMENTED       NGS
 GB2324
 GB2324                          STATION DESCRIPTION
 GB2324
 GB2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GB2324'2.85 MI EAST FROM MAYLAND.
 GB2324'1.75 MILES EAST ALONG U.S. HIGHWAY 70 NORTH FROM THE RAILROAD
 GB2324'STATION AND POST OFFICE IN MAYLAND, THENCE 1.1 MILES NORTHEAST
 GB2324'ALONG A PAVED ROAD, AT A ROAD FORK, 69 FEET SOUTH OF THE CENTERLINE
 GB2324'OF THE MAIN PAVED ROAD, 59.6 FEET SOUTH-SOUTHWEST OF ROOM 3,
 GB2324'45.9 FEET SOUTHWEST OF THE STATION, 21 FEET SOUTHWEST OF THE
 GB2324'CENTERLINE OF THE MAIN PAVED ROAD, AND 40 FEET SOUTHEAST OF
 GB2324'A 18-INCH OAK TREE, IN TOP OF AN PRE-CAST ALUMINUM MONUMENT.
 GB2324'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1339 ***********************************************************************
 FC1339  DESIGNATION -  CUT
 FC1339  PID         -  FC1339
 FC1339  STATE/COUNTY-  TN/MARION
 FC1339  USGS QUAD   -  MONTEAGLE (1982)
 FC1339
 FC1339                         *CURRENT SURVEY CONTROL
 FC1339  ___________________________________________________________________
 FC1339* NAD 83(1995)-  35 10 45.07906(N)    085 48 31.07291(W)     ADJUSTED  
 FC1339* NAVD 88     -       290.369  (meters)     952.65   (feet)  ADJUSTED  
 FC1339  ___________________________________________________________________
 FC1339  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FC1339  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1339  DYNAMIC HT  -         290.075 (meters)     951.69  (feet)  COMP
 FC1339  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FC1339
 FC1339  HORZ ORDER  -  SECOND
 FC1339  VERT ORDER  -  SECOND    CLASS 0
 FC1339
 FC1339.The horizontal coordinates were established by classical geodetic methods
 FC1339.and adjusted by the National Geodetic Survey in April 1999..
 FC1339
 FC1339.The orthometric height was determined by differential leveling
 FC1339.and adjusted by the National Geodetic Survey in June 1991..
 FC1339
 FC1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1339
 FC1339.The geoid height was determined by GEOID03.
 FC1339
 FC1339.The dynamic height is computed by dividing the NAVD 88
 FC1339.geopotential number by the normal gravity value computed on the
 FC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1339.degrees latitude (g = 980.6199 gals.).
 FC1339
 FC1339.The modeled gravity was interpolated from observed gravity values.
 FC1339
 FC1339;                    North         East     Units Scale Factor Converg.
 FC1339;SPC TN       -    93,865.403   617,431.743   MT  1.00001325   +0 06 43.3
 FC1339;SPC TN       -   307,956.74  2,025,690.64   sFT  1.00001325   +0 06 43.3
 FC1339;UTM  16      - 3,893,564.530   608,479.481   MT  0.99974503   +0 41 11.2
 FC1339
 FC1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1339!SPC TN       -   0.99995895  x   1.00001325  =   0.99997220
 FC1339!UTM  16      -   0.99995895  x   0.99974503  =   0.99970399
 FC1339
 FC1339|---------------------------------------------------------------------|
 FC1339| PID    Reference Object                     Distance      Geod. Az  |
 FC1339|                                                           dddmmss.s |
 FC1339| FC1338 CUT RM 2                             13.350 METERS 15603     |
 FC1339| FC1341 CUT AZ MK                                          3361858.6 |
 FC1339| FC1340 CUT RM 1                              5.937 METERS 35151     |
 FC1339|---------------------------------------------------------------------|
 FC1339
 FC1339                          SUPERSEDED SURVEY CONTROL
 FC1339
 FC1339  NAD 83(1995)-  35 10 45.08084(N)    085 48 31.07267(W) AD(       ) 2
 FC1339  NAD 83(1995)-  35 10 45.08104(N)    085 48 31.07368(W) AD(       ) 2
 FC1339  NAD 83(1995)-  35 10 45.08454(N)    085 48 31.07081(W) AD(       ) 2
 FC1339  NAD 83(1986)-  35 10 45.08530(N)    085 48 31.07025(W) AD(       ) 2
 FC1339  NAD 27      -  35 10 44.79200(N)    085 48 31.16700(W) AD(       ) 2
 FC1339  NGVD 29 (??/??/92)  290.352  (m)          952.60   (f) ADJ UNCH    2 0
 FC1339
 FC1339.Superseded values are not recommended for survey control.
 FC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1339.See file dsdata.txt to determine how the superseded data were derived.
 FC1339
 FC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0847993565(NAD 83)
 FC1339_MARKER: DE = TRAVERSE STATION DISK
 FC1339_SETTING: 66 = SET IN ROCK OUTCROP
 FC1339_SP_SET: OUTCROP
 FC1339_STAMPING: CUT 1962
 FC1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1339+STABILITY: POSITION/ELEVATION WELL
 FC1339
 FC1339  HISTORY     - Date     Condition        Report By
 FC1339  HISTORY     - 1962     MONUMENTED       CGS
 FC1339  HISTORY     - 1964     GOOD             CGS
 FC1339  HISTORY     - 1964     GOOD             NGS
 FC1339
 FC1339                          STATION DESCRIPTION
 FC1339
 FC1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1339'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MONTEAGLE, 1 MILE
 FC1339'NORTHWEST OF MARTIN SPRINGS AND ALONG THE SOUTHWEST SIDE
 FC1339'OF U.S. HIGHWAY 41.
 FC1339'
 FC1339'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTH ON
 FC1339'U.S. HIGHWAY 41 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE
 FC1339'RIGHT, CONTINUE ON U.S. HIGHWAY 41 FOR 0.25 MILE TO THE STATION ON
 FC1339'THE RIGHT.
 FC1339'
 FC1339'THE STATION IS 8 FEET SOUTHWEST OF A 30 FOOT HIGHWAY CUT AND 3.1 FEET
 FC1339'EAST OF A METAL WITNESS POST. IT IS A STANDARD TRAVERSE
 FC1339'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK, WHICH
 FC1339'PROJECTS 3 INCHES, AND IS STAMPED CUT 1962.
 FC1339'
 FC1339'REFERENCE MARK NO. 1 IS 3 FEET SOUTHWEST OF A 30 FOOT HIGHWAY CUT. IT
 FC1339'IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FC1339'OUTCROPPING BEDROCK, WHICH PROJECTS 2 INCHES, AND IS STAMPED CUT NO 1
 FC1339'1962.
 FC1339'
 FC1339'REFERENCE MARK NO. 2 IS 12 FEET SOUTHWEST OF A 30 FOOT HIGHWAY CUT.
 FC1339'IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FC1339'OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES AND IS STAMPED CUT NO 2
 FC1339'1962.
 FC1339'
 FC1339'THE AZIMUTH MARK IS 51 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FC1339'U.S. HIGHWAY 41, 40 FEET NORTHWEST OF A GUARD RAIL AND 1.6
 FC1339'FEET SOUTH OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN A
 FC1339'SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, AND IS
 FC1339'STAMPED CUT 1962.
 FC1339
 FC1339                          STATION RECOVERY (1964)
 FC1339
 FC1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FC1339'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FC1339'CONDITION.  THE ORIGINAL TO-REACH AS GIVEN IN 1962 IS COMPLETELY
 FC1339'ADEQUATE.
 FC1339
 FC1339                          STATION RECOVERY (1964)
 FC1339
 FC1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC1339'5 MI SE FROM MONTEAGLE.
 FC1339'THIS MARK IS AT THE CUT 1962 TRAVERSE STATION SITE.  TO REACH
 FC1339'THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON
 FC1339'U.S. HIGHWAYS 41 AND 64 FOR 5.0 MILES TO THE STATION ON THE
 FC1339'RIGHT.  IT IS 8 FEET SOUTHWEST OF THE EDGE OF A 30 FOOT HIGHWAY
 FC1339'CUT AND 3.1 FEET EAST OF A METAL WITNESS POST AND SIGN.  A
 FC1339'STANDARD TRAVERSE STATION DISK CEMENTED IN A DRILL HOLE IN
 FC1339'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 INCHES AND IS ABOUT
 FC1339'30 FEET ABOVE THE ELEVATION OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2123 ***********************************************************************
 GA2123  DESIGNATION -  CUT
 GA2123  PID         -  GA2123
 GA2123  STATE/COUNTY-  TN/GRAINGER
 GA2123  USGS QUAD   -  BEAN STATION (1976)
 GA2123
 GA2123                         *CURRENT SURVEY CONTROL
 GA2123  ___________________________________________________________________
 GA2123* NAD 83(1995)-  36 21 07.27589(N)    083 20 21.10521(W)     ADJUSTED  
 GA2123* NAVD 88     -       330.475  (meters)    1084.23   (feet)  ADJUSTED  
 GA2123  ___________________________________________________________________
 GA2123  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GA2123  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA2123  DYNAMIC HT  -         330.176 (meters)    1083.25  (feet)  COMP
 GA2123  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2123
 GA2123  HORZ ORDER  -  SECOND
 GA2123  VERT ORDER  -  SECOND    CLASS 0
 GA2123
 GA2123.The horizontal coordinates were established by classical geodetic methods
 GA2123.and adjusted by the National Geodetic Survey in April 1999..
 GA2123
 GA2123.The orthometric height was determined by differential leveling
 GA2123.and adjusted by the National Geodetic Survey in June 1991..
 GA2123
 GA2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2123
 GA2123.The geoid height was determined by GEOID03.
 GA2123
 GA2123.The dynamic height is computed by dividing the NAVD 88
 GA2123.geopotential number by the normal gravity value computed on the
 GA2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2123.degrees latitude (g = 980.6199 gals.).
 GA2123
 GA2123.The modeled gravity was interpolated from observed gravity values.
 GA2123
 GA2123;                    North         East     Units Scale Factor Converg.
 GA2123;SPC TN       -   227,221.722   838,805.166   MT  0.99998917   +1 33 27.9
 GA2123;SPC TN       -   745,476.60  2,751,979.95   sFT  0.99998917   +1 33 27.9
 GA2123;UTM  17      - 4,025,534.505   290,097.286   MT  1.00014288   -1 23 13.4
 GA2123
 GA2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2123!SPC TN       -   0.99995301  x   0.99998917  =   0.99994218
 GA2123!UTM  17      -   0.99995301  x   1.00014288  =   1.00009588
 GA2123
 GA2123|---------------------------------------------------------------------|
 GA2123| PID    Reference Object                     Distance      Geod. Az  |
 GA2123|                                                           dddmmss.s |
 GA2123| GA2122 CUT RM 1                             11.492 METERS 08448     |
 GA2123| GA2126 DAM                                 APPROX. 1.1 KM 1602914.7 |
 GA2123| GA2124 CUT RM 2                             12.867 METERS 18732     |
 GA2123|---------------------------------------------------------------------|
 GA2123
 GA2123                          SUPERSEDED SURVEY CONTROL
 GA2123
 GA2123  NAD 83(1995)-  36 21 07.27962(N)    083 20 21.10866(W) AD(       ) 2
 GA2123  NAD 83(1995)-  36 21 07.28588(N)    083 20 21.10195(W) AD(       ) 2
 GA2123  NAD 83(1995)-  36 21 07.28258(N)    083 20 21.10741(W) AD(       ) 2
 GA2123  NAD 83(1986)-  36 21 07.28472(N)    083 20 21.10734(W) AD(       ) 2
 GA2123  NAD 27      -  36 21 06.95969(N)    083 20 21.47945(W) AD(       ) 2
 GA2123  NGVD 29 (??/??/92)  330.608  (m)         1084.67   (f) ADJ UNCH    2 0
 GA2123
 GA2123.Superseded values are not recommended for survey control.
 GA2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2123.See file dsdata.txt to determine how the superseded data were derived.
 GA2123
 GA2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9009725535(NAD 83)
 GA2123_MARKER: DD = SURVEY DISK
 GA2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2123_STAMPING: CUT 1963
 GA2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2123+STABILITY: SURFACE MOTION
 GA2123
 GA2123  HISTORY     - Date     Condition        Report By
 GA2123  HISTORY     - 1963     MONUMENTED       TNHD
 GA2123  HISTORY     - 1963     GOOD             TNGS
 GA2123  HISTORY     - 1978     GOOD             NGS
 GA2123  HISTORY     - 1978     GOOD             NGS
 GA2123
 GA2123                          STATION DESCRIPTION
 GA2123
 GA2123'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2123'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BEAN STATION AND 0.75
 GA2123'MILE NORTH OF U.  S.
 GA2123'HIGHWAY 11W.  ALONG THE RIGHT-OF-WAY OF U.S.  HIGHWAY 25E.
 GA2123'
 GA2123'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA2123'U.S.  HIGHWAY 11W FOR
 GA2123'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E, TURN
 GA2123'RIGHT AND GO NORTHERLY ON U.S.
 GA2123'HIGHWAY 25E FOR 0.7 MILE TO THE
 GA2123'STATION ON THE LEFT AS DESCRIBED.
 GA2123'
 GA2123'THE STATION IS 28 FEET NORTH OF TELEPHONE POLE NO. 46 1/2, 26.4 FEET
 GA2123'NORTH OF A METAL WITNESS
 GA2123'POST AND SIGN AND 21 FEET WEST OF THE APPROXIMATE
 GA2123'CENTER OF U.S.  HIGHWAY 25E.
 GA2123'THE SURFACE AND UNDERGROUND MARKS ARE
 GA2123'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2123'ARE STAMPED CUT 1963.
 GA2123'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2123'SURFACE DISK IS
 GA2123'SET IN A 12-INCH ROUND, CONCRETE MONUMENT ABOUT 6
 GA2123'INCHES BELOW THE SURFACE OF THE
 GA2123'GROUND.
 GA2123'
 GA2123'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2123'U.S. HIGHWAY 25E.  IT IS A
 GA2123'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 GA2123'A DRILL HOLE IN THE EAST
 GA2123'HEADWALL OF A METAL CULVERT AND THE DISK IS
 GA2123'STAMPED CUT RM-1 1963.
 GA2123'
 GA2123'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE APPROXIMATE CENTER OF
 GA2123'U.S. HIGHWAY 25E, 13.5 FEET
 GA2123'SOUTHWEST OF A METAL WITNESS POST AND SIGN AND 13 FEET
 GA2123'SOUTHWEST OF TELEPHONE POLE NO.
 GA2123'46 1/2.  IT IS A STANDARD TENNESSEE
 GA2123'HIGHWAY DEPARTMENT DISK SET IN A DRILL HOLE IN
 GA2123'OUTCROPPING BEDROCK
 GA2123'AND IS STAMPED CUT RM-2 1963.
 GA2123'
 GA2123'TRAVERSE STATION DAM WILL SERVE AS AN AZIMUTH MARK.
 GA2123'
 GA2123'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2123
 GA2123                          STATION RECOVERY (1963)
 GA2123
 GA2123'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2123'2.7 MI W FROM BEAN STATION.
 GA2123'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY
 GA2123'11W FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E.  TURN
 GA2123'RIGHT AND GO NORTH ON U.S. HIGHWAY 25E FOR 0.7 MILE TO THE
 GA2123'STATION ON THE LEFT.  THE STATION MARK IS 28 FEET NORTH OF
 GA2123'TELEPHONE POLE NO. 46 1/2, 26.4 FEET NORTH OF A WITNESS POST
 GA2123'AND 21 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E.  THE
 GA2123'STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2123'SET IN TOP OF A 12-INCH ROUND, CONCRETE MONUMENT ABOUT 6 INCHES
 GA2123'BELOW THE SURFACE OF THE GROUND.
 GA2123
 GA2123                          STATION RECOVERY (1978)
 GA2123
 GA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GA2123'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GA2123'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED
 GA2123'OR COVERED BY FILL AT THE SITE.  REFERENCE MARK 3 WAS SET.  THE
 GA2123'1963 DISTANCE TO THE REFERENCE MARK WAS USED TO TO HEAVY TRAFFIC
 GA2123'AND CROOKED ROAD.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA2123'
 GA2123'THE STATION MARK IS 26 FEET NORTH OF A METAL WITNESS POST.
 GA2123'
 GA2123'REFERENCE MARK 3 IS 2 FEET NORTHWEST OF POWER POLE NO 46 1.5, 6
 GA2123'FEET NORTHEAST OF A METAL WITNESS POST AND 22 FEET WEST OF THE
 GA2123'CENTERLINE OF THE HIGHWAY.
 GA2123
 GA2123                          STATION RECOVERY (1978)
 GA2123
 GA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GA2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1341 ***********************************************************************
 FC1341  DESIGNATION -  CUT AZ MK
 FC1341  PID         -  FC1341
 FC1341  STATE/COUNTY-  TN/MARION
 FC1341  USGS QUAD   -  MONTEAGLE (1982)
 FC1341
 FC1341                         *CURRENT SURVEY CONTROL
 FC1341  ___________________________________________________________________
 FC1341* NAD 83(1986)-  35 10 56.     (N)    085 48 37.     (W)     SCALED    
 FC1341* NAVD 88     -       309.016  (meters)    1013.83   (feet)  ADJUSTED  
 FC1341  ___________________________________________________________________
 FC1341  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1341  DYNAMIC HT  -         308.703 (meters)    1012.80  (feet)  COMP
 FC1341  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 FC1341
 FC1341  VERT ORDER  -  SECOND    CLASS 0
 FC1341
 FC1341.The horizontal coordinates were scaled from a topographic map and have
 FC1341.an estimated accuracy of +/- 6 seconds.
 FC1341
 FC1341.The orthometric height was determined by differential leveling
 FC1341.and adjusted by the National Geodetic Survey in June 1991..
 FC1341
 FC1341.The geoid height was determined by GEOID03.
 FC1341
 FC1341.The dynamic height is computed by dividing the NAVD 88
 FC1341.geopotential number by the normal gravity value computed on the
 FC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1341.degrees latitude (g = 980.6199 gals.).
 FC1341
 FC1341.The modeled gravity was interpolated from observed gravity values.
 FC1341
 FC1341;                    North         East    Units  Estimated Accuracy
 FC1341;SPC TN       -    94,200.      617,280.      MT  (+/- 180 meters Scaled)
 FC1341
 FC1341                          SUPERSEDED SURVEY CONTROL
 FC1341
 FC1341  NGVD 29 (??/??/92)  308.999  (m)         1013.77   (f) ADJ UNCH    2 0
 FC1341
 FC1341.Superseded values are not recommended for survey control.
 FC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1341.See file dsdata.txt to determine how the superseded data were derived.
 FC1341
 FC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD083938(NAD 83)
 FC1341_MARKER: DZ = AZIMUTH MARK DISK
 FC1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1341_STAMPING: CUT 1962
 FC1341_MARK LOGO: CGS   
 FC1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1341+STABILITY: SURFACE MOTION
 FC1341
 FC1341  HISTORY     - Date     Condition        Report By
 FC1341  HISTORY     - 1962     MONUMENTED       CGS
 FC1341  HISTORY     - 1964     GOOD             NGS
 FC1341
 FC1341                          STATION DESCRIPTION
 FC1341
 FC1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1341'4.8 MI SE FROM MONTEAGLE.
 FC1341'THIS MARK IS ABOUT 0.25 MILE NORTHWEST OF TRAVERSE STATION CUT
 FC1341'1962.  TO REACH FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON
 FC1341'U.S. HIGHWAYS 41 AND 64 FOR 4.8 MILES TO THE MARK ON THE RIGHT.
 FC1341'IT IS 51 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1341'41 AND 64, 40 FEET NORTHWEST OF A GUARDRAIL AND 1.6 FEET SOUTH
 FC1341'OF A METAL WITNESS POST AND SIGN.  A STANDARD AZIMUTH MARK DISK
 FC1341'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1341'PROJECTS 4 INCHES AND IS ABOUT 2 FEET BELOW THE ELEVATION OF THE
 FC1341'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1340 ***********************************************************************
 FC1340  DESIGNATION -  CUT RM 1
 FC1340  PID         -  FC1340
 FC1340  STATE/COUNTY-  TN/MARION
 FC1340  USGS QUAD   -  MONTEAGLE (1982)
 FC1340
 FC1340                         *CURRENT SURVEY CONTROL
 FC1340  ___________________________________________________________________
 FC1340* NAD 83(1986)-  35 10 44.     (N)    085 48 31.     (W)     SCALED    
 FC1340* NAVD 88     -       290.770  (meters)     953.97   (feet)  ADJUSTED  
 FC1340  ___________________________________________________________________
 FC1340  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1340  DYNAMIC HT  -         290.476 (meters)     953.00  (feet)  COMP
 FC1340  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FC1340
 FC1340  VERT ORDER  -  SECOND    CLASS 0
 FC1340
 FC1340.The horizontal coordinates were scaled from a topographic map and have
 FC1340.an estimated accuracy of +/- 6 seconds.
 FC1340
 FC1340.The orthometric height was determined by differential leveling
 FC1340.and adjusted by the National Geodetic Survey in June 1991..
 FC1340
 FC1340.The geoid height was determined by GEOID03.
 FC1340
 FC1340.The dynamic height is computed by dividing the NAVD 88
 FC1340.geopotential number by the normal gravity value computed on the
 FC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1340.degrees latitude (g = 980.6199 gals.).
 FC1340
 FC1340.The modeled gravity was interpolated from observed gravity values.
 FC1340
 FC1340;                    North         East    Units  Estimated Accuracy
 FC1340;SPC TN       -    93,830.      617,430.      MT  (+/- 180 meters Scaled)
 FC1340
 FC1340                          SUPERSEDED SURVEY CONTROL
 FC1340
 FC1340  NGVD 29 (??/??/92)  290.754  (m)          953.92   (f) ADJ UNCH    2 0
 FC1340
 FC1340.Superseded values are not recommended for survey control.
 FC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1340.See file dsdata.txt to determine how the superseded data were derived.
 FC1340
 FC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD084935(NAD 83)
 FC1340_MARKER: DR = REFERENCE MARK DISK
 FC1340_SETTING: 66 = SET IN ROCK OUTCROP
 FC1340_SP_SET: OUTCROP
 FC1340_STAMPING: CUT NO 1 1962
 FC1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1340+STABILITY: POSITION/ELEVATION WELL
 FC1340
 FC1340  HISTORY     - Date     Condition        Report By
 FC1340  HISTORY     - 1962     MONUMENTED       CGS
 FC1340  HISTORY     - 1964     GOOD             NGS
 FC1340
 FC1340                          STATION DESCRIPTION
 FC1340
 FC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1340'5 MI SE FROM MONTEAGLE.
 FC1340'THIS MARK IS AT THE CUT 1962 TRAVERSE STATION SITE.  IT IS 19.48
 FC1340'FEET NORTH OF THE STATION CUT 1962 AND 3 FEET SOUTHWEST OF THE
 FC1340'EDGE OF A 30 FOOT HIGHWAY CUT.  A STANDARD REFERENCE MARK DISK
 FC1340'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 FC1340'ABOUT 2 INCHES AND IS ABOUT 1 1/2 FEET ABOVE THE STATION
 FC1340'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2122 ***********************************************************************
 GA2122  DESIGNATION -  CUT RM 1
 GA2122  PID         -  GA2122
 GA2122  STATE/COUNTY-  TN/GRAINGER
 GA2122  USGS QUAD   -  BEAN STATION (1976)
 GA2122
 GA2122                         *CURRENT SURVEY CONTROL
 GA2122  ___________________________________________________________________
 GA2122* NAD 83(1986)-  36 21 06.     (N)    083 20 21.     (W)     SCALED    
 GA2122* NAVD 88     -       329.808  (meters)    1082.05   (feet)  ADJUSTED  
 GA2122  ___________________________________________________________________
 GA2122  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA2122  DYNAMIC HT  -         329.510 (meters)    1081.07  (feet)  COMP
 GA2122  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2122
 GA2122  VERT ORDER  -  SECOND    CLASS 0
 GA2122
 GA2122.The horizontal coordinates were scaled from a topographic map and have
 GA2122.an estimated accuracy of +/- 6 seconds.
 GA2122
 GA2122.The orthometric height was determined by differential leveling
 GA2122.and adjusted by the National Geodetic Survey in June 1991..
 GA2122
 GA2122.The geoid height was determined by GEOID03.
 GA2122
 GA2122.The dynamic height is computed by dividing the NAVD 88
 GA2122.geopotential number by the normal gravity value computed on the
 GA2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2122.degrees latitude (g = 980.6199 gals.).
 GA2122
 GA2122.The modeled gravity was interpolated from observed gravity values.
 GA2122
 GA2122;                    North         East    Units  Estimated Accuracy
 GA2122;SPC TN       -   227,180.      838,810.      MT  (+/- 180 meters Scaled)
 GA2122
 GA2122                          SUPERSEDED SURVEY CONTROL
 GA2122
 GA2122  NGVD 29 (??/??/92)  329.941  (m)         1082.48   (f) ADJ UNCH    2 0
 GA2122
 GA2122.Superseded values are not recommended for survey control.
 GA2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2122.See file dsdata.txt to determine how the superseded data were derived.
 GA2122
 GA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA900254(NAD 83)
 GA2122_MARKER: DD = SURVEY DISK
 GA2122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2122_SP_SET: CULVERT
 GA2122_STAMPING: CUT RM-1
 GA2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2122
 GA2122  HISTORY     - Date     Condition        Report By
 GA2122  HISTORY     - 1963     MONUMENTED       TNHD
 GA2122  HISTORY     - 1963     GOOD             TNGS
 GA2122  HISTORY     - 1980     GOOD             NGS
 GA2122
 GA2122                          STATION DESCRIPTION
 GA2122
 GA2122'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2122'3 MI W FROM BEAN STATION.
 GA2122'THIS MARK IS LOCATED AT THE CUT 1963 STATION SITE, 17 FEET EAST
 GA2122'OF THE CENTERLINE OF U.S. HIGHWAY 25E, AND 38 FEET EAST OF THE
 GA2122'STATION.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2122'CEMENTED IN A DRILLED HOLE IN THE EAST HEADWALL OF A METAL CULVERT.
 GA2122'NOTE-- FOR DESCR. SEE STATION CUT.
 GA2122
 GA2122                          STATION RECOVERY (1980)
 GA2122
 GA2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1338 ***********************************************************************
 FC1338  DESIGNATION -  CUT RM 2
 FC1338  PID         -  FC1338
 FC1338  STATE/COUNTY-  TN/MARION
 FC1338  USGS QUAD   -  MONTEAGLE (1982)
 FC1338
 FC1338                         *CURRENT SURVEY CONTROL
 FC1338  ___________________________________________________________________
 FC1338* NAD 83(1986)-  35 10 44.     (N)    085 48 31.     (W)     SCALED    
 FC1338* NAVD 88     -       289.279  (meters)     949.08   (feet)  ADJUSTED  
 FC1338  ___________________________________________________________________
 FC1338  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1338  DYNAMIC HT  -         288.987 (meters)     948.12  (feet)  COMP
 FC1338  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FC1338
 FC1338  VERT ORDER  -  SECOND    CLASS 0
 FC1338
 FC1338.The horizontal coordinates were scaled from a topographic map and have
 FC1338.an estimated accuracy of +/- 6 seconds.
 FC1338
 FC1338.The orthometric height was determined by differential leveling
 FC1338.and adjusted by the National Geodetic Survey in June 1991..
 FC1338
 FC1338.The geoid height was determined by GEOID03.
 FC1338
 FC1338.The dynamic height is computed by dividing the NAVD 88
 FC1338.geopotential number by the normal gravity value computed on the
 FC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1338.degrees latitude (g = 980.6199 gals.).
 FC1338
 FC1338.The modeled gravity was interpolated from observed gravity values.
 FC1338
 FC1338;                    North         East    Units  Estimated Accuracy
 FC1338;SPC TN       -    93,830.      617,430.      MT  (+/- 180 meters Scaled)
 FC1338
 FC1338                          SUPERSEDED SURVEY CONTROL
 FC1338
 FC1338  NGVD 29 (??/??/92)  289.263  (m)          949.02   (f) ADJ UNCH    2 0
 FC1338
 FC1338.Superseded values are not recommended for survey control.
 FC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1338.See file dsdata.txt to determine how the superseded data were derived.
 FC1338
 FC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD084935(NAD 83)
 FC1338_MARKER: DR = REFERENCE MARK DISK
 FC1338_SETTING: 66 = SET IN ROCK OUTCROP
 FC1338_SP_SET: OUTCROP
 FC1338_STAMPING: CUT NO 2 1962
 FC1338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1338+STABILITY: POSITION/ELEVATION WELL
 FC1338
 FC1338  HISTORY     - Date     Condition        Report By
 FC1338  HISTORY     - 1962     MONUMENTED       CGS
 FC1338  HISTORY     - 1964     GOOD             NGS
 FC1338
 FC1338                          STATION DESCRIPTION
 FC1338
 FC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1338'5 MI SE FROM MONTEAGLE.
 FC1338'THIS MARK IS AT THE CUT 1962 TRAVERSE STATION SITE.  IT IS
 FC1338'43.80 FEET SOUTHEAST OF THE STATION CUT 1962 AND 12 FEET
 FC1338'SOUTHEAST OF THE EDGE OF A 30 FOOT HIGHWAY CUT.  A STANDARD
 FC1338'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1338'BEDROCK THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT 3 1/2 FEET
 FC1338'BELOW THE STATION ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2124 ***********************************************************************
 GA2124  DESIGNATION -  CUT RM 2
 GA2124  PID         -  GA2124
 GA2124  STATE/COUNTY-  TN/GRAINGER
 GA2124  USGS QUAD   -  BEAN STATION (1976)
 GA2124
 GA2124                         *CURRENT SURVEY CONTROL
 GA2124  ___________________________________________________________________
 GA2124* NAD 83(1986)-  36 21 06.     (N)    083 20 21.     (W)     SCALED    
 GA2124* NAVD 88     -       330.714  (meters)    1085.02   (feet)  ADJUSTED  
 GA2124  ___________________________________________________________________
 GA2124  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA2124  DYNAMIC HT  -         330.415 (meters)    1084.04  (feet)  COMP
 GA2124  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2124
 GA2124  VERT ORDER  -  SECOND    CLASS 0
 GA2124
 GA2124.The horizontal coordinates were scaled from a topographic map and have
 GA2124.an estimated accuracy of +/- 6 seconds.
 GA2124
 GA2124.The orthometric height was determined by differential leveling
 GA2124.and adjusted by the National Geodetic Survey in June 1991..
 GA2124
 GA2124.The geoid height was determined by GEOID03.
 GA2124
 GA2124.The dynamic height is computed by dividing the NAVD 88
 GA2124.geopotential number by the normal gravity value computed on the
 GA2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2124.degrees latitude (g = 980.6199 gals.).
 GA2124
 GA2124.The modeled gravity was interpolated from observed gravity values.
 GA2124
 GA2124;                    North         East    Units  Estimated Accuracy
 GA2124;SPC TN       -   227,180.      838,810.      MT  (+/- 180 meters Scaled)
 GA2124
 GA2124                          SUPERSEDED SURVEY CONTROL
 GA2124
 GA2124  NGVD 29 (??/??/92)  330.846  (m)         1085.45   (f) ADJ UNCH    2 0
 GA2124
 GA2124.Superseded values are not recommended for survey control.
 GA2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2124.See file dsdata.txt to determine how the superseded data were derived.
 GA2124
 GA2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA900254(NAD 83)
 GA2124_MARKER: DD = SURVEY DISK
 GA2124_SETTING: 66 = SET IN ROCK OUTCROP
 GA2124_SP_SET: BEDROCK OUTCROP
 GA2124_STAMPING: CUT RM-2 1963
 GA2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2124+STABILITY: POSITION/ELEVATION WELL
 GA2124
 GA2124  HISTORY     - Date     Condition        Report By
 GA2124  HISTORY     - 1963     MONUMENTED       TNHD
 GA2124  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2124
 GA2124                          STATION DESCRIPTION
 GA2124
 GA2124'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2124'3 MI W FROM BEAN STATION.
 GA2124'THIS MARK IS LOCATED AT THE CUT 1963 STATION SITE, 40 FEET
 GA2124'WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 13.5 FEET SOUTHWEST
 GA2124'OF A WITNESS POST, 13 FEET SOUTHWEST OF TELEPHONE POLE NO. 46 1/2
 GA2124'AND 42 FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD
 GA2124'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 GA2124'IN OUT-CROPPING BEDROCK.  NOTE-- FOR DESCR. SEE STATION CUT.
 GA2124
 GA2124                          STATION RECOVERY (1980)
 GA2124
 GA2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3252 ***********************************************************************
 GA3252  DESIGNATION -  CUT RM 3
 GA3252  PID         -  GA3252
 GA3252  STATE/COUNTY-  TN/GRAINGER
 GA3252  USGS QUAD   -  BEAN STATION (1976)
 GA3252
 GA3252                         *CURRENT SURVEY CONTROL
 GA3252  ___________________________________________________________________
 GA3252* NAD 83(1986)-  36 21 06.     (N)    083 20 21.     (W)     SCALED    
 GA3252* NAVD 88     -       330.84   (meters)    1085.4    (feet)  RESET     
 GA3252  ___________________________________________________________________
 GA3252  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA3252
 GA3252  VERT ORDER  -  THIRD
 GA3252
 GA3252.The horizontal coordinates were scaled from a topographic map and have
 GA3252.an estimated accuracy of +/- 6 seconds.
 GA3252
 GA3252.The orthometric height was computed from unverified reset data.
 GA3252.No vertical observational check was made to the station.
 GA3252
 GA3252.The geoid height was determined by GEOID03.
 GA3252
 GA3252;                    North         East    Units  Estimated Accuracy
 GA3252;SPC TN       -   227,180.      838,810.      MT  (+/- 180 meters Scaled)
 GA3252
 GA3252                          SUPERSEDED SURVEY CONTROL
 GA3252
 GA3252  NGVD 29 (10/12/01)  330.97   (m)         1085.9    (f) RESET       3  
 GA3252
 GA3252.Superseded values are not recommended for survey control.
 GA3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3252.See file dsdata.txt to determine how the superseded data were derived.
 GA3252
 GA3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA900254(NAD 83)
 GA3252_MARKER: DR = REFERENCE MARK DISK
 GA3252_SETTING: 0 = UNSPECIFIED SETTING
 GA3252_STAMPING: CUT THD 1963 NO 3 1978
 GA3252_MARK LOGO: NGS   
 GA3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3252
 GA3252  HISTORY     - Date     Condition        Report By
 GA3252  HISTORY     - 1980     MONUMENTED       NGS
 GA3252
 GA3252                          STATION DESCRIPTION
 GA3252
 GA3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3252'2.7 MI WEST FROM BEAN STATION.
 GA3252'2.7 MILES WEST ALONG U.S. HIGHWAY 11W FROM THE POST OFFICE IN
 GA3252'BEAN STATION, TO THE JUNCTION OF U.S. HIGHWAY 25E, THENCE
 GA3252'0.7 MILE NORTH ALONG U.S. HIGHWAY 25E TO THE STATION,
 GA3252'25.8 FEET SOUTH OF STATION CUT THD 1963 PRE-CAST ALUMINUM MONUMENT
 GA3252'WITH MAGNETS, 2 FEET NORTHWEST OF POWER POLE NO H 6 1.5, AND 22 FEET
 GA3252'WEST OF THE CENTERLINE OF U.S. HIGHWAY 25 EAST.
 GA3252'THE MARK IS 6 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0852 ***********************************************************************
 FE0852  DESIGNATION -  CYP
 FE0852  PID         -  FE0852
 FE0852  STATE/COUNTY-  TN/MADISON
 FE0852  USGS QUAD   -  DENMARK (1981)
 FE0852
 FE0852                         *CURRENT SURVEY CONTROL
 FE0852  ___________________________________________________________________
 FE0852* NAD 83(1995)-  35 35 44.33063(N)    089 03 25.23019(W)     ADJUSTED  
 FE0852* NAVD 88     -       122.463  (meters)     401.78   (feet)  ADJUSTED  
 FE0852  ___________________________________________________________________
 FE0852  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FE0852  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0852  DYNAMIC HT  -         122.353 (meters)     401.42  (feet)  COMP
 FE0852  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0852
 FE0852  HORZ ORDER  -  SECOND
 FE0852  VERT ORDER  -  SECOND    CLASS 0
 FE0852
 FE0852.The horizontal coordinates were established by classical geodetic methods
 FE0852.and adjusted by the National Geodetic Survey in April 1999..
 FE0852
 FE0852.The orthometric height was determined by differential leveling
 FE0852.and adjusted by the National Geodetic Survey in June 1991..
 FE0852
 FE0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0852
 FE0852.The geoid height was determined by GEOID03.
 FE0852
 FE0852.The dynamic height is computed by dividing the NAVD 88
 FE0852.geopotential number by the normal gravity value computed on the
 FE0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0852.degrees latitude (g = 980.6199 gals.).
 FE0852
 FE0852.The modeled gravity was interpolated from observed gravity values.
 FE0852
 FE0852;                    North         East     Units Scale Factor Converg.
 FE0852;SPC TN       -   144,378.754   323,025.628   MT  0.99995701   -1 47 22.9
 FE0852;SPC TN       -   473,682.63  1,059,793.25   sFT  0.99995701   -1 47 22.9
 FE0852;UTM  16      - 3,941,048.891   313,651.928   MT  1.00002794   -1 11 51.5
 FE0852
 FE0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0852!SPC TN       -   0.99998519  x   0.99995701  =   0.99994220
 FE0852!UTM  16      -   0.99998519  x   1.00002794  =   1.00001313
 FE0852
 FE0852:                Primary Azimuth Mark                     Grid Az
 FE0852:SPC TN       -  CYP AZ MK                                059 48 10.0
 FE0852:UTM  16      -  CYP AZ MK                                059 12 38.6
 FE0852
 FE0852|---------------------------------------------------------------------|
 FE0852| PID    Reference Object                     Distance      Geod. Az  |
 FE0852|                                                           dddmmss.s |
 FE0852| FE0854 CYP AZ MK                           APPROX. 0.8 KM 0580047.1 |
 FE0852| FE0853 CYP RM 1                             18.353 METERS 06546     |
 FE0852| FE0851 CYP RM 2                             14.282 METERS 24208     |
 FE0852|---------------------------------------------------------------------|
 FE0852
 FE0852                          SUPERSEDED SURVEY CONTROL
 FE0852
 FE0852  NAD 83(1995)-  35 35 44.33590(N)    089 03 25.23367(W) AD(       ) 2
 FE0852  NAD 83(1986)-  35 35 44.34216(N)    089 03 25.23108(W) AD(       ) 2
 FE0852  NAD 27      -  35 35 44.06960(N)    089 03 24.99800(W) AD(       ) 2
 FE0852  NGVD 29 (??/??/??)  122.483  (m)          401.85   (f) ADJUSTED    2 0
 FE0852
 FE0852.Superseded values are not recommended for survey control.
 FE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0852.See file dsdata.txt to determine how the superseded data were derived.
 FE0852
 FE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1365241049(NAD 83)
 FE0852_MARKER: DS = TRIANGULATION STATION DISK
 FE0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0852_STAMPING: CYP 1959
 FE0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0852+STABILITY: SURFACE MOTION
 FE0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0852+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0852
 FE0852  HISTORY     - Date     Condition        Report By
 FE0852  HISTORY     - 1959     MONUMENTED       CGS
 FE0852  HISTORY     - 1959     GOOD             CGS
 FE0852  HISTORY     - 20020905 GOOD             USACE
 FE0852
 FE0852                          STATION DESCRIPTION
 FE0852
 FE0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0852'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-SOUTHWEST OF
 FE0852'HUNTERSVILLE, ABOUT 3.5 MILES EAST OF UNION, ABOUT 0.1 MILE
 FE0852'WEST OF WHERE STATE HIGHWAY NO. 138 CROSSES THE INTERSTATE HIGHWAY
 FE0852'AND ON THE SOUTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY.
 FE0852'THE MARK IS 29 FEET SOUTH OF A CUT-BANK WHICH IS ABOUT 20 FEET HIGHER
 FE0852'THAN THE HIGHWAY, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 FE0852'AND 2 FEET NORTH OF A WITNESS POST. THE MARK IS SET FLUSH WITH THE
 FE0852'SURFACE OF THE GROUND AND IS STAMPED CYP 1959.
 FE0852'
 FE0852'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CUT-BANK, 4 FEET WEST OF
 FE0852'A WITNESS POST AND 1 FOOT NORTH OF THE FENCE. THE MARK IS
 FE0852'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CYP NO 1
 FE0852'1959.
 FE0852'
 FE0852'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CUT-BANK, 2 FEET EAST OF
 FE0852'A WITNESS POST AND 1 FOOT NORTH OF THE FENCE. THE MARK IS
 FE0852'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CYP NO 2
 FE0852'1959.
 FE0852'
 FE0852'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY,
 FE0852'34 FEET NORTH OF A CUT-BANK WHICH IS ABOUT 10 FEET HIGHER
 FE0852'THAN THE INTERSTATE HIGHWAY, 4 FEET SOUTH OF A WIRE FENCE AND WITNESS
 FE0852'POST. THE MARK PROJECTS 1-INCH ABOVE THE SURFACE OF THE
 FE0852'GROUND AND IS STAMPED CYP 1959.
 FE0852'
 FE0852'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 70 AND
 FE0852'STATE HIGHWAY NO. 138 WHICH IS ABOUT 12 MILES EAST OF
 FE0852'BROWNSVILLE, GO NORTH ON STATE HIGHWAY NO. 138 FOR 0.75 MILE TO THE
 FE0852'INTERSTATE HIGHWAY, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE
 FE0852'STATION ON THE LEFT AS DESCRIBED.
 FE0852'
 FE0852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE INTERSTATE
 FE0852'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE0852'
 FE0852'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE0852
 FE0852                          STATION RECOVERY (1959)
 FE0852
 FE0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0852'12 MI ENE FROM BROWNSVILLE.
 FE0852'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0852'BROWNSVILLE, THENCE 2.35 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0852'40, 0.7 MILE EAST OF J 215.  THE STATION LOCATED 29 FEET SOUTH
 FE0852'OF A ROAD-CUT, WHICH IS ABOUT 20 HIGHER THAN THE HIGHWAY,
 FE0852'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A
 FE0852'WHITE WITNESS POST.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0852'POST, WHICH IS FLUSH WITH THE GROUND.
 FE0852
 FE0852                          STATION RECOVERY (2002)
 FE0852
 FE0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0852'THE STATION IS 0.15 MI WEST OF EXIT 68, I40, 3.0 FT N OF ROW FENCE FOR
 FE0852'I40 EAST BOUND NEAR CENTER OF TA TRUCK STOP SCALES.
 FE0852' 
 FE0852'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0854 ***********************************************************************
 FE0854  DESIGNATION -  CYP AZ MK
 FE0854  PID         -  FE0854
 FE0854  STATE/COUNTY-  TN/MADISON
 FE0854  USGS QUAD   -  DENMARK (1981)
 FE0854
 FE0854                         *CURRENT SURVEY CONTROL
 FE0854  ___________________________________________________________________
 FE0854* NAD 83(1995)-  35 35 58.18732(N)    089 02 58.06332(W)     ADJUSTED  
 FE0854* NAVD 88     -       126.096  (meters)     413.70   (feet)  ADJUSTED  
 FE0854  ___________________________________________________________________
 FE0854  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FE0854  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0854  DYNAMIC HT  -         125.984 (meters)     413.33  (feet)  COMP
 FE0854  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FE0854
 FE0854  HORZ ORDER  -  SECOND
 FE0854  VERT ORDER  -  SECOND    CLASS 0
 FE0854
 FE0854.The horizontal coordinates were established by classical geodetic methods
 FE0854.and adjusted by the National Geodetic Survey in April 1999..
 FE0854
 FE0854.The orthometric height was determined by differential leveling
 FE0854.and adjusted by the National Geodetic Survey in June 1991..
 FE0854
 FE0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0854
 FE0854.The geoid height was determined by GEOID03.
 FE0854
 FE0854.The dynamic height is computed by dividing the NAVD 88
 FE0854.geopotential number by the normal gravity value computed on the
 FE0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0854.degrees latitude (g = 980.6199 gals.).
 FE0854
 FE0854.The modeled gravity was interpolated from observed gravity values.
 FE0854
 FE0854;                    North         East     Units Scale Factor Converg.
 FE0854;SPC TN       -   144,784.260   323,722.433   MT  0.99995674   -1 47 07.0
 FE0854;SPC TN       -   475,013.03  1,062,079.35   sFT  0.99995674   -1 47 07.0
 FE0854;UTM  16      - 3,941,461.603   314,344.555   MT  1.00002476   -1 11 36.1
 FE0854
 FE0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0854!SPC TN       -   0.99998462  x   0.99995674  =   0.99994136
 FE0854!UTM  16      -   0.99998462  x   1.00002476  =   1.00000938
 FE0854
 FE0854:                Primary Azimuth Mark                     Grid Az
 FE0854:SPC TN       -  CYP                                      239 48 09.9
 FE0854:UTM  16      -  CYP                                      239 12 39.0
 FE0854
 FE0854|---------------------------------------------------------------------|
 FE0854| PID    Reference Object                     Distance      Geod. Az  |
 FE0854|                                                           dddmmss.s |
 FE0854| FE0852 CYP                                 APPROX. 0.8 KM 2380102.9 |
 FE0854|---------------------------------------------------------------------|
 FE0854
 FE0854                          SUPERSEDED SURVEY CONTROL
 FE0854
 FE0854  NAD 83(1995)-  35 35 58.19259(N)    089 02 58.06678(W) AD(       ) 2
 FE0854  NAD 83(1986)-  35 35 58.19887(N)    089 02 58.06416(W) AD(       ) 2
 FE0854  NAD 27      -  35 35 57.92660(N)    089 02 57.83280(W) AD(       ) 2
 FE0854  NGVD 29 (??/??/??)  126.117  (m)          413.77   (f) ADJUSTED    2 0
 FE0854
 FE0854.Superseded values are not recommended for survey control.
 FE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0854.See file dsdata.txt to determine how the superseded data were derived.
 FE0854
 FE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1434541462(NAD 83)
 FE0854_MARKER: DZ = AZIMUTH MARK DISK
 FE0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0854_STAMPING: CYP 1959
 FE0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0854+STABILITY: SURFACE MOTION
 FE0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0854+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0854
 FE0854  HISTORY     - Date     Condition        Report By
 FE0854  HISTORY     - 1959     MONUMENTED       CGS
 FE0854  HISTORY     - 1959     GOOD             CGS
 FE0854  HISTORY     - 20020907 GOOD             USACE
 FE0854
 FE0854                          STATION DESCRIPTION
 FE0854
 FE0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0854'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST OF BROWNSVILLE,
 FE0854'ABOUT 4 MILES WEST-SOUTHWEST OF HUNTERSVILLE, ABOUT 4 MILES
 FE0854'EAST OF UNION AND ABOUT 3/4 MILE NORTH OF US HIGHWAY 70, ALONG THE
 FE0854'NORTH SIDE OF THE INTERSTATE HIGHWAY.
 FE0854'
 FE0854'THE STATION IS A STANDARD AZIMUTH MARK STAMPED CYP 1959 SET IN TOP OF
 FE0854'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FE0854'INCHES ABOVE THE GROUND. IT IS 82 FEET NORTH OF THE CENTER OF THE
 FE0854'WEST BOUND LANE OF INTERSTATE HIGHWAY 40, 34 FEET NORTH OF
 FE0854'THE NORTH EDGE OF A CUT-BANK AND 4 FEET SOUTH OF AN EAST-WEST FENCE
 FE0854'LINE AND WHITE WITNESS POST.
 FE0854'
 FE0854'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0854'HIGHWAY 138 WHICH IS ABOUT 12 MILES EAST OF BROWNSVILLE ON
 FE0854'US HIGHWAY 70, GO NORTH ON STATE HIGHWAY 138 FOR 0.75 MILE TO
 FE0854'INTERSTATE HIGHWAY 40, TURN RIGHT ONTO INTERSTATE HIGHWAY
 FE0854'40 AND GO EAST FOR 0.4 MILE TO A WHITE WITNESS POST ON THE LEFT,
 FE0854'NORTH SIDE AND THE STATION.
 FE0854
 FE0854                          STATION RECOVERY (1959)
 FE0854
 FE0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0854'12.6 MI ENE FROM BROWNSVILLE.
 FE0854'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0854'BROWNSVILLE, THENCE 2.85 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0854'40, 0.5 MILE EAST FROM CYP 1959.  IT IS 104 FEET NORTH-NORTHWEST
 FE0854'OF THE CENTER OF THE WEST BOUND TRAFFIC LANE OF THE INTERSTATE
 FE0854'HIGHWAY, 4 FEET SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 4
 FE0854'FEET SOUTH-SOUTHWEST OF A WITNESS SIGN, 15 FEET ABOVE THE LEVEL
 FE0854'OF THE HIGHWAY.  IT IS LOCATED AT THE TOP OF THE FIRST SMALL
 FE0854'HILL JUST EAST OF AN OVERPASS.  THE DISK IS SET IN THE TOP OF A
 FE0854'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FE0854
 FE0854                          STATION RECOVERY (2002)
 FE0854
 FE0854'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0854'MARK IS APPROX 0.5 MI E OF I40 EXIT 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0853 ***********************************************************************
 FE0853  DESIGNATION -  CYP RM 1
 FE0853  PID         -  FE0853
 FE0853  STATE/COUNTY-  TN/MADISON
 FE0853  USGS QUAD   -  DENMARK (1981)
 FE0853
 FE0853                         *CURRENT SURVEY CONTROL
 FE0853  ___________________________________________________________________
 FE0853* NAD 83(1986)-  35 35 43.     (N)    089 03 25.     (W)     SCALED    
 FE0853* NAVD 88     -       122.356  (meters)     401.43   (feet)  ADJUSTED  
 FE0853  ___________________________________________________________________
 FE0853  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0853  DYNAMIC HT  -         122.247 (meters)     401.07  (feet)  COMP
 FE0853  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0853
 FE0853  VERT ORDER  -  SECOND    CLASS 0
 FE0853
 FE0853.The horizontal coordinates were scaled from a topographic map and have
 FE0853.an estimated accuracy of +/- 6 seconds.
 FE0853
 FE0853.The orthometric height was determined by differential leveling
 FE0853.and adjusted by the National Geodetic Survey in June 1991..
 FE0853
 FE0853.The geoid height was determined by GEOID03.
 FE0853
 FE0853.The dynamic height is computed by dividing the NAVD 88
 FE0853.geopotential number by the normal gravity value computed on the
 FE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0853.degrees latitude (g = 980.6199 gals.).
 FE0853
 FE0853.The modeled gravity was interpolated from observed gravity values.
 FE0853
 FE0853;                    North         East    Units  Estimated Accuracy
 FE0853;SPC TN       -   144,340.      323,030.      MT  (+/- 180 meters Scaled)
 FE0853
 FE0853                          SUPERSEDED SURVEY CONTROL
 FE0853
 FE0853  NGVD 29 (??/??/??)  122.376  (m)          401.50   (f) ADJUSTED    2 0
 FE0853
 FE0853.Superseded values are not recommended for survey control.
 FE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0853.See file dsdata.txt to determine how the superseded data were derived.
 FE0853
 FE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE136410(NAD 83)
 FE0853_MARKER: DR = REFERENCE MARK DISK
 FE0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0853_STAMPING: CYP NO 1 1959
 FE0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0853+STABILITY: SURFACE MOTION
 FE0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0853+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0853
 FE0853  HISTORY     - Date     Condition        Report By
 FE0853  HISTORY     - 1959     MONUMENTED       CGS
 FE0853  HISTORY     - 1959     GOOD             CGS
 FE0853  HISTORY     - 20020907 GOOD             USACE
 FE0853
 FE0853                          STATION DESCRIPTION
 FE0853
 FE0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0853'12 MI ENE FROM BROWNSVILLE.
 FE0853'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0853'BROWNSVILLE, THENCE 2.35 MILES NORTHEAST OF INTERSTATE HIGHWAY
 FE0853'40, 0.7 MILE EAST OF J 215.  THE MARK IS LOCATED 60.2 FEET
 FE0853'EAST-NORTHEAST OF THE TRIANGULATION STATION CXP 1959, IT IS
 FE0853'30 FEET SOUTH OF A ROAD-CUT, 4 FEET WEST OF A WHITE WITNESS
 FE0853'POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 FE0853'SET IN THE TOP OF A CONCRETE POST AND IS FLUSH WITH THE ROAD.
 FE0853
 FE0853                          STATION RECOVERY (2002)
 FE0853
 FE0853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0853'THE STATION IS 0.15 MI WEST OF EXIT 68, I40, 1.0 FT N OF ROW FENCE FOR
 FE0853'I40 EAST BOUND AT E END OF TA TRUCK STOP SCALES.
 FE0853' 
 FE0853'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0851 ***********************************************************************
 FE0851  DESIGNATION -  CYP RM 2
 FE0851  PID         -  FE0851
 FE0851  STATE/COUNTY-  TN/MADISON
 FE0851  USGS QUAD   -  DENMARK (1981)
 FE0851
 FE0851                         *CURRENT SURVEY CONTROL
 FE0851  ___________________________________________________________________
 FE0851* NAD 83(1986)-  35 35 43.     (N)    089 03 25.     (W)     SCALED    
 FE0851* NAVD 88     -       122.415  (meters)     401.62   (feet)  ADJUSTED  
 FE0851  ___________________________________________________________________
 FE0851  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0851  DYNAMIC HT  -         122.306 (meters)     401.27  (feet)  COMP
 FE0851  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0851
 FE0851  VERT ORDER  -  SECOND    CLASS 0
 FE0851
 FE0851.The horizontal coordinates were scaled from a topographic map and have
 FE0851.an estimated accuracy of +/- 6 seconds.
 FE0851
 FE0851.The orthometric height was determined by differential leveling
 FE0851.and adjusted by the National Geodetic Survey in June 1991..
 FE0851
 FE0851.The geoid height was determined by GEOID03.
 FE0851
 FE0851.The dynamic height is computed by dividing the NAVD 88
 FE0851.geopotential number by the normal gravity value computed on the
 FE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0851.degrees latitude (g = 980.6199 gals.).
 FE0851
 FE0851.The modeled gravity was interpolated from observed gravity values.
 FE0851
 FE0851;                    North         East    Units  Estimated Accuracy
 FE0851;SPC TN       -   144,340.      323,030.      MT  (+/- 180 meters Scaled)
 FE0851
 FE0851                          SUPERSEDED SURVEY CONTROL
 FE0851
 FE0851  NGVD 29 (??/??/??)  122.435  (m)          401.69   (f) ADJUSTED    2 0
 FE0851
 FE0851.Superseded values are not recommended for survey control.
 FE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0851.See file dsdata.txt to determine how the superseded data were derived.
 FE0851
 FE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE136410(NAD 83)
 FE0851_MARKER: DR = REFERENCE MARK DISK
 FE0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0851_STAMPING: CYP NO 2 1959
 FE0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0851+STABILITY: SURFACE MOTION
 FE0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0851+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0851
 FE0851  HISTORY     - Date     Condition        Report By
 FE0851  HISTORY     - 1959     MONUMENTED       CGS
 FE0851  HISTORY     - 1959     GOOD             CGS
 FE0851  HISTORY     - 20020907 GOOD             USACE
 FE0851
 FE0851                          STATION DESCRIPTION
 FE0851
 FE0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0851'12 MI ENE FROM BROWNSVILLE.
 FE0851'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0851'BROWNSVILLE, THENCE 2.35 MILES NORTHEAST OF INTERSTATE HIGHWAY
 FE0851'40, 0.7 MILE EAST OF J 215.  THE MARK IS LOCATED 46.8 FEET
 FE0851'WEST-SOUTHWEST OF THE TRIANGULATION STATION CYP 1959, IT IS
 FE0851'30 FEET SOUTH OF ROAD-CUT, 2 FEET EAST OF A WHITE WITNESS POST AND
 FE0851'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS SET IN THE
 FE0851'TOP OF A CONCRETE POST AND IS FLUSH WITH THE GROUND.
 FE0851
 FE0851                          STATION RECOVERY (2002)
 FE0851
 FE0851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0851'THE STATION IS 0.15 MI WEST OF EXIT 68, I40, 1.0 FT N OF ROW FENCE FOR
 FE0851'I40 EAST BOUND AT W END OF TA TRUCK STOP SCALES.
 FE0851' 
 FE0851'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2270 ***********************************************************************
 FE2270  DESIGNATION -  CYPRESS
 FE2270  PID         -  FE2270
 FE2270  STATE/COUNTY-  TN/MCNAIRY
 FE2270  USGS QUAD   -  CHEWALLA (1983)
 FE2270
 FE2270                         *CURRENT SURVEY CONTROL
 FE2270  ___________________________________________________________________
 FE2270* NAD 83(1995)-  35 03 06.76700(N)    088 44 15.32586(W)     ADJUSTED  
 FE2270* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FE2270  ___________________________________________________________________
 FE2270  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FE2270  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2270
 FE2270  HORZ ORDER  -  FIRST
 FE2270
 FE2270.The horizontal coordinates were established by classical geodetic methods
 FE2270.and adjusted by the National Geodetic Survey in April 1999..
 FE2270
 FE2270.The orthometric height was scaled from a topographic map.
 FE2270
 FE2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2270
 FE2270.The geoid height was determined by GEOID03.
 FE2270
 FE2270;                    North         East     Units Scale Factor Converg.
 FE2270;SPC TN       -    83,216.971   350,270.572   MT  1.00004087   -1 36 09.7
 FE2270;SPC TN       -   273,021.01  1,149,179.37   sFT  1.00004087   -1 36 09.7
 FE2270;UTM  16      - 3,880,176.618   341,533.794   MT  0.99990949   -0 59 53.3
 FE2270
 FE2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2270!SPC TN       -   0.99997517  x   1.00004087  =   1.00001604
 FE2270!UTM  16      -   0.99997517  x   0.99990949  =   0.99988466
 FE2270
 FE2270:                Primary Azimuth Mark                     Grid Az
 FE2270:SPC TN       -  SELMER RESET                             043 12 23.6
 FE2270:UTM  16      -  SELMER RESET                             042 36 07.2
 FE2270
 FE2270|---------------------------------------------------------------------|
 FE2270| PID    Reference Object                     Distance      Geod. Az  |
 FE2270|                                                           dddmmss.s |
 FE2270| FE2094 SELMER RESET                        APPROX.19.4 KM 0413613.9 |
 FE2270| CG3886 CYPRESS RM 1                         19.852 METERS 10130     |
 FE2270| CG3887 CYPRESS RM 1 OLD                      7.930 METERS 10254     |
 FE2270| CG3885 CYPRESS AZ MK                                      2292137.9 |
 FE2270| CG3888 CYPRESS RM 2                         47.494 METERS 34752     |
 FE2270|---------------------------------------------------------------------|
 FE2270
 FE2270                          SUPERSEDED SURVEY CONTROL
 FE2270
 FE2270  NAD 83(1995)-  35 03 06.76755(N)    088 44 15.32594(W) AD(       ) 1
 FE2270  NAD 83(1995)-  35 03 06.77518(N)    088 44 15.32160(W) AD(       ) 1
 FE2270  NAD 83(1995)-  35 03 06.77765(N)    088 44 15.32360(W) AD(       ) 1
 FE2270  NAD 83(1986)-  35 03 06.77778(N)    088 44 15.32319(W) AD(       ) 1
 FE2270  NAD 27      -  35 03 06.46400(N)    088 44 15.13300(W) AD(       ) 1
 FE2270
 FE2270.Superseded values are not recommended for survey control.
 FE2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2270.See file dsdata.txt to determine how the superseded data were derived.
 FE2270
 FE2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4153480177(NAD 83)
 FE2270_MARKER: DS = TRIANGULATION STATION DISK
 FE2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2270_STAMPING: CYPRESS 1934
 FE2270_MARK LOGO: CGS   
 FE2270_PROJECTION: FLUSH
 FE2270_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2270+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2001
 FE2270
 FE2270  HISTORY     - Date     Condition        Report By
 FE2270  HISTORY     - 1914     MONUMENTED       CGS
 FE2270  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FE2270  HISTORY     - 1957     GOOD             CGS
 FE2270  HISTORY     - 1972     GOOD             TVA
 FE2270  HISTORY     - 19970501 GOOD             USE
 FE2270  HISTORY     - 20010125 GOOD             INDIV
 FE2270  HISTORY     - 20010526 GOOD             INDIV
 FE2270
 FE2270                          STATION DESCRIPTION
 FE2270
 FE2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2270'ABOUT 4 MILES EAST OF POCAHONTAS, 2 MILES NORTHWEST OF CYPRESS SWITCH
 FE2270'AND TANK, 1-1/2 MILES SOUTH OF KNOLL CLEARED ON ITS SOUTH SLOPE
 FE2270'AND HAVING ROAD PASSING OVER ITS EAST SLOPE, ABOUT 1-1/2 MILES NORTH
 FE2270'OF PROMINENT HILL, 3/4 MILE NORTH OF RAILROAD, 1/2 MILE SOUTH OF
 FE2270'RIDGE ROAD LEADING NORTHEAST FROM POCAHONTAS, 1/2 MILE WEST OF CABIN
 FE2270'OWNED BY MRS. CLARK, AND ON HIGHEST KNOB IN THIS VICINITY. TO REACH
 FE2270'FROM CORINTH, MISS., GO NORTH ON U.S. ROUTES 45 AND 72 ABOUT 10 MILES
 FE2270'TO EASTVIEW SINCLAIR FILLING STATION, TURN LEFT ONTO GRAVEL ROAD AT
 FE2270'ARROW POCAHONTAS 20 MILES-RAMER 4 MILES, ETC., AND FOLLOW 9.9
 FE2270'MILES (OR 5.6 MILES BEYOND RAILROAD CROSSING AT RAMER) TO FORKS AT
 FE2270'TOP OF HILL, KEEP STRAIGHT AHEAD ON DIM ROAD 1.4 MILES TO FORK JUST
 FE2270'AFTER PASSING HOME OF MR. KENNEDY, TURN LEFT, CONTINUE 0.6 MILE TO
 FE2270'ANOTHER FORK, TURN RIGHT, GO 0.4 MILE TO FORK AT TRIANGLE-BLAZED
 FE2270'TREE, TURN LEFT, GO 0.2 MILE TO FORK AT TRIANGLE-BLAZED TREE ON LEFT,
 FE2270'TURN RIGHT, AND PROCEED 0.4 MILE UP RIDGE TO HIGHEST POINT AND
 FE2270'STATION SITE. STATION IS ABOUT 40 METERS (131 FEET) S 16 DEG E
 FE2270'FROM HIGHEST TREE WHICH HAS TRIANGULAR BLAZE ON SOUTH SIDE AND
 FE2270'HAS DOUBLE-CROOKED TRUNK, ABOUT 35 FT WEST OF EDGE OF SUMMIT, 38.8
 FE2270'FEET EAST OF 10-INCH PINE WITH TRIANGULAR BLAZE, AND 33 FEET
 FE2270'NORTH-NORTHEAST OF 16-INCH PINE. SURFACE AND UNDERGROUND MARKS ARE
 FE2270'STANDARD STATION DISKS IN CONCRETE.  SURFACE MARK IS
 FE2270'FLUSH WITH SURFACE OF GROUND. REFERENCE MARK NO. 1 WAS STANDARD
 FE2270'REFERENCE DISK IN ROCKY OUTCROP AT SOUTH BROW OF HILL, 7.93 METERS
 FE2270'(26.0 FEET) FROM STATION S 77 DEG 07 MIN E.  REFERENCE MARK
 FE2270'NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE, ON NORTH SIDE
 FE2270'OF HILL, ABOUT 9 FEET EAST OF WOODS ROAD LEADING SOUTH OVER HILL,
 FE2270'AND 47.50 METERS (155.8 FEET) FROM STATION N 12 DEG 07 MIN W.
 FE2270'IN 1934 REFERENCE MARK NO. 1 REPORTED DESTROYED. NEW REFERENCE
 FE2270'MARK, ALSO CALLED NO. 1, CONSISTING OF STANDARD REFERENCE DISK IN
 FE2270'CONCRETE, WAS ESTABLISHED ON DOWNWARD SLOPE, 10 FEET
 FE2270'WEST-SOUTHWEST OF 15-INCH WHITE OAK, AND 65.81 FEET FROM STATION
 FE2270'S 78 DEG 30 MIN E.  AZIMUTH MARK, STANDARD REFERENCE DISK IN
 FE2270'CONCRETE, PROJECTING ABOUT 8 INCHES, WAS ESTABLISHED IN
 FE2270'1934 ON HIGH KNOB SOUTHWEST OF STATION, ABOUT 100 FEET SOUTHEAST OF
 FE2270'TOP ON DOWNWARD SLOPE, ABOUT 9 FEET SOUTH-SOUTHEAST OF 5-INCH BLAZED
 FE2270'PINE, AND ABOUT 300 YARDS FROM STATION S 49 DEG 21 MIN W.
 FE2270
 FE2270                          STATION RECOVERY (1957)
 FE2270
 FE2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2270'THE STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 FE2270'CONDITION. BOTH REFERENCE MARKS HAVE BEEN DESTROYED, HOWEVER THE
 FE2270'MONUMENTS ARE IN THEIR ORIGINAL POSITIONS AND DEPRESSIONS OF THE
 FE2270'SHAFTS OF THE REFERENCE MARK DISKS ARE VISIBLE IN THE REMAINING
 FE2270'PORTIONS OF THE MONUMENTS. NO SEARCH FOR THE AZIMUTH MARK WAS MADE.
 FE2270'
 FE2270'TO REACH THE STATION FROM THE RAILROAD CROSSING IN REAMER, GO WEST ON
 FE2270'STATE HIGHWAY 57 FOR 5.2 MILES TO A SIDE ROAD RIGHT AND A STATE
 FE2270'FOREST LOOKOUT TOWER ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.3
 FE2270'MILES TO A CROSSROAD AND AN ABANDONED BUILDING IN THE
 FE2270'SOUTHWEST ANGLE, TURN LEFT, SOUTHERLY, AND GO 0.5 MILE ON A TRACK
 FE2270'ROAD TO A FORK, TAKE THE RIGHT ROAD AND GO 0.4 MILE ON A DIM TRACK
 FE2270'ROAD TO ANOTHER FORK, TURN LEFT AND GO 0.2 MILE TO ANOTHER FORK, TAKE
 FE2270'THE RIGHT ROAD AND GO 0.6 MILE TO THE SUMMIT OF A SMALL RISE AND
 FE2270'THE STATION SITE.
 FE2270
 FE2270                          STATION RECOVERY (1972)
 FE2270
 FE2270'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NOD)
 FE2270'CONDITION OF POINT WHEN FOUND GOOD.
 FE2270'
 FE2270'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CYPRESS 1934.
 FE2270'
 FE2270'CHANGE DESC, TO REACH FROM RAMER.  TAKE HWY 57, 6.9 MILES FROM
 FE2270'R.R., TO CROSS ROAD ON TOP OF HILL, TURN LEFT ON WOODS ROAD AND
 FE2270'TRAVEL 0.6 MI AND KEEP RIGHT FORK, ETC, ETC.
 FE2270'MON IS SET IN E EDGE OF WOODS ROAD AND 45 FEET N OF WOODS ROAD
 FE2270'INTERSECTION.
 FE2270'
 FE2270'REFS--8 FEET E TO WITNESS POST.
 FE2270'30 FEET S 45 W TO PAINTED CROSS ON 12 INCH FORKED POST OAK.
 FE2270
 FE2270                          STATION RECOVERY (1997)
 FE2270
 FE2270'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2270'FOUND MARK AND AZ MARK GOOD.  RM 1 AND RM 2 AND OLD RM 1 DESTROYED.
 FE2270
 FE2270                          STATION RECOVERY (2001)
 FE2270
 FE2270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LPS)
 FE2270'RECOVERED IN GOOD CONDITION.
 FE2270
 FE2270                          STATION RECOVERY (2001)
 FE2270
 FE2270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LPS)
 FE2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2420 ***********************************************************************
 FE2420  DESIGNATION -  CYPRESS
 FE2420  PID         -  FE2420
 FE2420  STATE/COUNTY-  TN/MADISON
 FE2420  USGS QUAD   -  DENMARK (1981)
 FE2420
 FE2420                         *CURRENT SURVEY CONTROL
 FE2420  ___________________________________________________________________
 FE2420* NAD 83(1995)-  35 35 16.39021(N)    089 02 33.19639(W)     ADJUSTED  
 FE2420* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FE2420  ___________________________________________________________________
 FE2420  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FE2420  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2420
 FE2420  HORZ ORDER  -  THIRD
 FE2420
 FE2420.The horizontal coordinates were established by classical geodetic methods
 FE2420.and adjusted by the National Geodetic Survey in April 1999..
 FE2420
 FE2420.The orthometric height was scaled from a topographic map.
 FE2420
 FE2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2420
 FE2420.The geoid height was determined by GEOID03.
 FE2420
 FE2420;                    North         East     Units Scale Factor Converg.
 FE2420;SPC TN       -   143,477.279   324,308.002   MT  0.99995758   -1 46 52.4
 FE2420;SPC TN       -   470,725.04  1,064,000.50   sFT  0.99995758   -1 46 52.4
 FE2420;UTM  16      - 3,940,160.657   314,943.637   MT  1.00002203   -1 11 20.4
 FE2420
 FE2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2420!SPC TN       -   0.99998197  x   0.99995758  =   0.99993955
 FE2420!UTM  16      -   0.99998197  x   1.00002203  =   1.00000400
 FE2420
 FE2420|---------------------------------------------------------------------|
 FE2420| PID    Reference Object                     Distance      Geod. Az  |
 FE2420|                                                           dddmmss.s |
 FE2420| CG3890 CYPRESS RM 1                         16.686 METERS 13343     |
 FE2420| CG3891 CYPRESS RM 2                         13.704 METERS 24015     |
 FE2420| CG3889 CYPRESS AZ MK                                      2451916.1 |
 FE2420|---------------------------------------------------------------------|
 FE2420
 FE2420                          SUPERSEDED SURVEY CONTROL
 FE2420
 FE2420  NAD 83(1995)-  35 35 16.39553(N)    089 02 33.19999(W) AD(       ) 3
 FE2420  NAD 83(1986)-  35 35 16.40174(N)    089 02 33.19730(W) AD(       ) 3
 FE2420  NAD 27      -  35 35 16.12930(N)    089 02 32.96580(W) AD(       ) 3
 FE2420
 FE2420.Superseded values are not recommended for survey control.
 FE2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2420.See file dsdata.txt to determine how the superseded data were derived.
 FE2420
 FE2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1494440161(NAD 83)
 FE2420_MARKER: DS = TRIANGULATION STATION DISK
 FE2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2420
 FE2420  HISTORY     - Date     Condition        Report By
 FE2420  HISTORY     - 1958     MONUMENTED       CGS
 FE2420  HISTORY     - 1959     GOOD             CGS
 FE2420
 FE2420                          STATION DESCRIPTION
 FE2420
 FE2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2420'THE STATION IS ABOUT 12-1/2 MILES EAST OF BROWNSVILLE, ABOUT 12-1/2
 FE2420'MILES WEST OF JACKSON AND ON PROPERTY OWNED BY MR. BOND MORRIS.
 FE2420'IT IS 84 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF AN OLD FRAME
 FE2420'HOUSE, 20 FEET EAST OF A 24 INCH CYPRESS TREE AND IN THE
 FE2420'CENTER OF A LAWN FORMED BY A CIRCULAR DRIVE IN FRONT OF THE OLD
 FE2420'HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CYPRESS
 FE2420'1958.
 FE2420'
 FE2420'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 138 AND U.S.
 FE2420'HIGHWAY 70, ABOUT 12 MILES EAST OF BROWNSVILLE, GO EAST ON HIGHWAY
 FE2420'70 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR
 FE2420'0.25 MILE TO A DRIVEWAY ON THE NORTH SIDE OF THE HIGHWAY. TURN
 FE2420'LEFT ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION IN THE CENTER OF
 FE2420'THE CIRCULAR DRIVE.
 FE2420'
 FE2420'REFERENCE MARK 1 IS 9 FEET EAST OF THE CENTER OF THE EAST DRIVE AND
 FE2420'73 FEET EAST-SOUTHEAST OF THE 24 INCH CYPRESS TREE.  THE MONUMENT IS
 FE2420'FLUSH AND THE DISK IS STAMPED CYPRESS NO 1 1958.
 FE2420'
 FE2420'REFERENCE MARK 2 IS 32 FEET SOUTHWEST OF THE 24 INCH CYPRESS TREE, 12
 FE2420'FEET WEST OF THE CENTER OF THE WEST DRIVE AND 104 FEET SOUTH OF THE
 FE2420'SOUTHWEST CORNER OF THE OLD FRAME HOUSE. THE MONUMENT IS FLUSH AND
 FE2420'THE DISK IS STAMPED CYPRESS NO 2 1958.
 FE2420'
 FE2420'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE, 48 FEET NORTH OF THE
 FE2420'CENTERLINE OF U.S. HIGHWAY 70, 1 FOOT EAST OF A WHITE WITNESS POST
 FE2420'AND 38 FEET NORTHWEST OF A POWERLINE POLE. THE MONUMENT PROJECTS 2
 FE2420'INCHES AND THE DISK IS STAMPED CYPRESS 1958.
 FE2420'
 FE2420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2420
 FE2420                          STATION RECOVERY (1959)
 FE2420
 FE2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2420'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2420'GOOD CONDITION. THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0852 ***********************************************************************
 FD0852  DESIGNATION -  D 10
 FD0852  PID         -  FD0852
 FD0852  STATE/COUNTY-  TN/LAWRENCE
 FD0852  USGS QUAD   -  LORETTO (1976)
 FD0852
 FD0852                         *CURRENT SURVEY CONTROL
 FD0852  ___________________________________________________________________
 FD0852* NAD 83(1986)-  35 06 46.     (N)    087 24 30.     (W)     SCALED    
 FD0852* NAVD 88     -       269.716  (meters)     884.89   (feet)  ADJUSTED  
 FD0852  ___________________________________________________________________
 FD0852  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD0852  DYNAMIC HT  -         269.458 (meters)     884.05  (feet)  COMP
 FD0852  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD0852
 FD0852  VERT ORDER  -  FIRST     CLASS II
 FD0852
 FD0852.The horizontal coordinates were scaled from a topographic map and have
 FD0852.an estimated accuracy of +/- 6 seconds.
 FD0852
 FD0852.The orthometric height was determined by differential leveling
 FD0852.and adjusted by the National Geodetic Survey in June 1991..
 FD0852
 FD0852.The geoid height was determined by GEOID03.
 FD0852
 FD0852.The dynamic height is computed by dividing the NAVD 88
 FD0852.geopotential number by the normal gravity value computed on the
 FD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0852.degrees latitude (g = 980.6199 gals.).
 FD0852
 FD0852.The modeled gravity was interpolated from observed gravity values.
 FD0852
 FD0852;                    North         East    Units  Estimated Accuracy
 FD0852;SPC TN       -    87,400.      471,610.      MT  (+/- 180 meters Scaled)
 FD0852
 FD0852                          SUPERSEDED SURVEY CONTROL
 FD0852
 FD0852  NGVD 29 (??/??/92)  269.679  (m)          884.77   (f) ADJ UNCH    1 2
 FD0852
 FD0852.Superseded values are not recommended for survey control.
 FD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0852.See file dsdata.txt to determine how the superseded data were derived.
 FD0852
 FD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD627856(NAD 83)
 FD0852_MARKER: DB = BENCH MARK DISK
 FD0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0852_STAMPING: D 10 1931
 FD0852_MARK LOGO: CGS   
 FD0852_PROJECTION: PROJECTING 15 CENTIMETERS
 FD0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0852+STABILITY: SURFACE MOTION
 FD0852
 FD0852  HISTORY     - Date     Condition        Report By
 FD0852  HISTORY     - 1931     MONUMENTED       CGS
 FD0852  HISTORY     - 1962     GOOD             NGS
 FD0852  HISTORY     - 1972     GOOD             TVA
 FD0852  HISTORY     - 1983     GOOD             NGS
 FD0852
 FD0852                          STATION DESCRIPTION
 FD0852
 FD0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0852'2.2 MI S FROM SPRINGERS.
 FD0852'2.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0852'SPRINGERS, LAWRENCE COUNTY, 5-1/2 RAILS SOUTH OF THE CROSSING
 FD0852'OF OLD STATE HIGHWAY 6, 35 FEET EAST OF THE CENTERLINE OF THE
 FD0852'HIGHWAY, 23 FEET WEST OF THE WEST RAIL AND 2 FEET SOUTH OF A STEEL
 FD0852'POST, AND SET IN THE TOP OF A CONCRETE POST.
 FD0852
 FD0852                          STATION RECOVERY (1972)
 FD0852
 FD0852'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0852'RECOVERED IN GOOD CONDITION.
 FD0852
 FD0852                          STATION RECOVERY (1983)
 FD0852
 FD0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0852'RECOVERED IN GOOD CONDITION.  NOTE, SOME OF THE DIRECTIONS IN THE
 FD0852'ORIGINAL DESCRIPTIONS ARE WRONG, BELOW ARE THE MEASUREMENTS WITH
 FD0852'ACCURATE DIRECTIONS, 11.6 METERS (38.0 FT) SOUTHEAST OF THE
 FD0852'APPROXIMATE CENTER OF A GRAVEL ROAD, 12.8 METERS (42.0 FT) NORTHWEST
 FD0852'OF THE NORTHWEST RAIL, 0.61 METERS (2.0 FT) SOUTH OF A TVA WITNESS
 FD0852'POST, AND 6.5 METERS (21.3 FT) SOUTHEAST OF A GUYED POWERLINE POLE.
 FD0852'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0879 ***********************************************************************
 GA0879  DESIGNATION -  D 100
 GA0879  PID         -  GA0879
 GA0879  STATE/COUNTY-  TN/GREENE
 GA0879  USGS QUAD   -  GREENEVILLE (1961)
 GA0879
 GA0879                         *CURRENT SURVEY CONTROL
 GA0879  ___________________________________________________________________
 GA0879* NAD 83(1986)-  36 14 48.     (N)    082 52 25.     (W)     SCALED    
 GA0879* NAVD 88     -       363.839  (meters)    1193.70   (feet)  ADJUSTED  
 GA0879  ___________________________________________________________________
 GA0879  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0879  DYNAMIC HT  -         363.500 (meters)    1192.58  (feet)  COMP
 GA0879  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0879
 GA0879  VERT ORDER  -  SECOND    CLASS 0
 GA0879
 GA0879.The horizontal coordinates were scaled from a topographic map and have
 GA0879.an estimated accuracy of +/- 6 seconds.
 GA0879
 GA0879.The orthometric height was determined by differential leveling
 GA0879.and adjusted by the National Geodetic Survey in June 1991..
 GA0879
 GA0879.The geoid height was determined by GEOID03.
 GA0879
 GA0879.The dynamic height is computed by dividing the NAVD 88
 GA0879.geopotential number by the normal gravity value computed on the
 GA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0879.degrees latitude (g = 980.6199 gals.).
 GA0879
 GA0879.The modeled gravity was interpolated from observed gravity values.
 GA0879
 GA0879;                    North         East    Units  Estimated Accuracy
 GA0879;SPC TN       -   216,770.      880,950.      MT  (+/- 180 meters Scaled)
 GA0879
 GA0879                          SUPERSEDED SURVEY CONTROL
 GA0879
 GA0879  NGVD 29 (??/??/92)  363.981  (m)         1194.16   (f) ADJ UNCH    2 0
 GA0879
 GA0879.Superseded values are not recommended for survey control.
 GA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0879.See file dsdata.txt to determine how the superseded data were derived.
 GA0879
 GA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA316129(NAD 83)
 GA0879_MARKER: DB = BENCH MARK DISK
 GA0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0879_STAMPING: D 100 1935
 GA0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0879+STABILITY: SURFACE MOTION
 GA0879
 GA0879  HISTORY     - Date     Condition        Report By
 GA0879  HISTORY     - 1935     MONUMENTED       CGS
 GA0879  HISTORY     - 1950     GOOD             TVA
 GA0879
 GA0879                          STATION DESCRIPTION
 GA0879
 GA0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0879'2 MI E FROM ALBANY.
 GA0879'2.0 MILES EAST ALONG THE LOCUST SPRING ROAD FROM THE INTERSECTION
 GA0879'OF STATE HIGHWAY 70 AT ALBANY, GREENE COUNTY, 90 YARDS NORTHWEST
 GA0879'OF THE NORTHWEST CORNER OF THE T.A. LADY RESIDENCE, AT THE
 GA0879'JUNCTION OF THE GREENEVILLE ROAD, 25 FEET WEST OF THE CENTERLINE
 GA0879'OF THE LOCUST SPRING ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE
 GA0879'GREENEVILLE ROAD, 2-1/2 FEET HIGHER THAN THE ROAD, AND 1.4
 GA0879'FEET NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0879'D 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0879
 GA0879                          STATION RECOVERY (1950)
 GA0879
 GA0879'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0466 ***********************************************************************
 GA0466  DESIGNATION -  D 101
 GA0466  PID         -  GA0466
 GA0466  STATE/COUNTY-  TN/CARTER
 GA0466  USGS QUAD   -  ELIZABETHTON (1968)
 GA0466
 GA0466                         *CURRENT SURVEY CONTROL
 GA0466  ___________________________________________________________________
 GA0466* NAD 83(1986)-  36 21 32.     (N)    082 14 09.     (W)     SCALED    
 GA0466* NAVD 88     -       456.567  (meters)    1497.92   (feet)  ADJUSTED  
 GA0466  ___________________________________________________________________
 GA0466  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0466  DYNAMIC HT  -         456.134 (meters)    1496.50  (feet)  COMP
 GA0466  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 GA0466
 GA0466  VERT ORDER  -  SECOND    CLASS 0
 GA0466
 GA0466.The horizontal coordinates were scaled from a topographic map and have
 GA0466.an estimated accuracy of +/- 6 seconds.
 GA0466
 GA0466.The orthometric height was determined by differential leveling
 GA0466.and adjusted by the National Geodetic Survey in June 1991..
 GA0466
 GA0466.The geoid height was determined by GEOID03.
 GA0466
 GA0466.The dynamic height is computed by dividing the NAVD 88
 GA0466.geopotential number by the normal gravity value computed on the
 GA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0466.degrees latitude (g = 980.6199 gals.).
 GA0466
 GA0466.The modeled gravity was interpolated from observed gravity values.
 GA0466
 GA0466;                    North         East    Units  Estimated Accuracy
 GA0466;SPC TN       -   231,230.      937,760.      MT  (+/- 180 meters Scaled)
 GA0466
 GA0466                          SUPERSEDED SURVEY CONTROL
 GA0466
 GA0466  NGVD 29 (??/??/92)  456.714  (m)         1498.40   (f) ADJ UNCH    2 0
 GA0466
 GA0466.Superseded values are not recommended for survey control.
 GA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0466.See file dsdata.txt to determine how the superseded data were derived.
 GA0466
 GA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA891244(NAD 83)
 GA0466_MARKER: DB = BENCH MARK DISK
 GA0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0466_STAMPING: D 101 1935
 GA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0466+STABILITY: SURFACE MOTION
 GA0466
 GA0466  HISTORY     - Date     Condition        Report By
 GA0466  HISTORY     - 1935     MONUMENTED       CGS
 GA0466  HISTORY     - 1959     GOOD             TVA
 GA0466
 GA0466                          STATION DESCRIPTION
 GA0466
 GA0466'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0466'1.6 MI NW FROM ELIZABETHTON.
 GA0466'1.6 MILES NORTHWEST ALONG THE WATAUGA HIGHWAY FROM THE SOUTHERN
 GA0466'RAILWAY STATION AT ELIZABETHTON, CARTER COUNTY, AT A ROAD
 GA0466'INTERSECTION, 34 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE
 GA0466'CULVERT, 41.8 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED HIGHWAY,
 GA0466'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0466'D 101 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH
 GA0466'MARK IS IN BOTTOM OF 3 FOOT DITCH AND IN RIGHT BANK STANDING ABOUT
 GA0466'2 FEET ABOVE BOTTOM AND IS DIRECTLY WEST OF NORTH FACE OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1003 ***********************************************************************
 FZ1003  DESIGNATION -  D 103
 FZ1003  PID         -  FZ1003
 FZ1003  STATE/COUNTY-  TN/JOHNSON
 FZ1003  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1003
 FZ1003                         *CURRENT SURVEY CONTROL
 FZ1003  ___________________________________________________________________
 FZ1003* NAD 83(1986)-  36 29 17.     (N)    081 49 20.     (W)     SCALED    
 FZ1003* NAVD 88     -       754.545  (meters)    2475.54   (feet)  ADJUSTED  
 FZ1003  ___________________________________________________________________
 FZ1003  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1003  DYNAMIC HT  -         753.797 (meters)    2473.08  (feet)  COMP
 FZ1003  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 FZ1003
 FZ1003  VERT ORDER  -  SECOND    CLASS 0
 FZ1003
 FZ1003.The horizontal coordinates were scaled from a topographic map and have
 FZ1003.an estimated accuracy of +/- 6 seconds.
 FZ1003
 FZ1003.The orthometric height was determined by differential leveling
 FZ1003.and adjusted by the National Geodetic Survey in June 1991..
 FZ1003
 FZ1003.The geoid height was determined by GEOID03.
 FZ1003
 FZ1003.The dynamic height is computed by dividing the NAVD 88
 FZ1003.geopotential number by the normal gravity value computed on the
 FZ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1003.degrees latitude (g = 980.6199 gals.).
 FZ1003
 FZ1003.The modeled gravity was interpolated from observed gravity values.
 FZ1003
 FZ1003;                    North         East    Units  Estimated Accuracy
 FZ1003;SPC TN       -   247,060.      974,240.      MT  (+/- 180 meters Scaled)
 FZ1003
 FZ1003                          SUPERSEDED SURVEY CONTROL
 FZ1003
 FZ1003  NGVD 29 (??/??/92)  754.607  (m)         2475.74   (f) ADJ UNCH    2 0
 FZ1003
 FZ1003.Superseded values are not recommended for survey control.
 FZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1003.See file dsdata.txt to determine how the superseded data were derived.
 FZ1003
 FZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA263383(NAD 83)
 FZ1003_MARKER: DB = BENCH MARK DISK
 FZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1003_STAMPING: D 103 1935
 FZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1003+STABILITY: SURFACE MOTION
 FZ1003
 FZ1003  HISTORY     - Date     Condition        Report By
 FZ1003  HISTORY     - 1935     MONUMENTED       CGS
 FZ1003
 FZ1003                          STATION DESCRIPTION
 FZ1003
 FZ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1003'1.9 MI NW FROM MOUNTAIN CITY.
 FZ1003'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE AT
 FZ1003'MOUNTAIN CITY, JOHNSON COUNTY, 0.4 MILE WEST OF THE GOOSE CREEK
 FZ1003'ROAD, 0.3 MILE EAST OF VALLEY VIEW CHURCH, AT THE A.C. SLEMP
 FZ1003'RESIDENCE, 33 YARDS EAST OF A PRIVATE DRIVEWAY LEADING TO THE
 FZ1003'HOUSE, 28.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A
 FZ1003'FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 FZ1003'D 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1017 ***********************************************************************
 FZ1017  DESIGNATION -  D 104
 FZ1017  PID         -  FZ1017
 FZ1017  STATE/COUNTY-  TN/JOHNSON
 FZ1017  USGS QUAD   -  ELK MILLS (1994)
 FZ1017
 FZ1017                         *CURRENT SURVEY CONTROL
 FZ1017  ___________________________________________________________________
 FZ1017* NAD 83(1986)-  36 21 03.     (N)    081 58 29.     (W)     SCALED    
 FZ1017* NAVD 88     -       573.601  (meters)    1881.89   (feet)  ADJUSTED  
 FZ1017  ___________________________________________________________________
 FZ1017  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ1017  DYNAMIC HT  -         573.024 (meters)    1880.00  (feet)  COMP
 FZ1017  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 FZ1017
 FZ1017  VERT ORDER  -  SECOND    CLASS 0
 FZ1017
 FZ1017.The horizontal coordinates were scaled from a topographic map and have
 FZ1017.an estimated accuracy of +/- 6 seconds.
 FZ1017
 FZ1017.The orthometric height was determined by differential leveling
 FZ1017.and adjusted by the National Geodetic Survey in June 1991..
 FZ1017
 FZ1017.The geoid height was determined by GEOID03.
 FZ1017
 FZ1017.The dynamic height is computed by dividing the NAVD 88
 FZ1017.geopotential number by the normal gravity value computed on the
 FZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1017.degrees latitude (g = 980.6199 gals.).
 FZ1017
 FZ1017.The modeled gravity was interpolated from observed gravity values.
 FZ1017
 FZ1017;                    North         East    Units  Estimated Accuracy
 FZ1017;SPC TN       -   231,270.      961,210.      MT  (+/- 180 meters Scaled)
 FZ1017
 FZ1017                          SUPERSEDED SURVEY CONTROL
 FZ1017
 FZ1017  NGVD 29 (??/??/92)  573.698  (m)         1882.21   (f) ADJ UNCH    2 0
 FZ1017
 FZ1017.Superseded values are not recommended for survey control.
 FZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1017.See file dsdata.txt to determine how the superseded data were derived.
 FZ1017
 FZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA125233(NAD 83)
 FZ1017_MARKER: DB = BENCH MARK DISK
 FZ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1017_STAMPING: D 104 1935
 FZ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1017+STABILITY: SURFACE MOTION
 FZ1017
 FZ1017  HISTORY     - Date     Condition        Report By
 FZ1017  HISTORY     - 1935     MONUMENTED       CGS
 FZ1017
 FZ1017                          STATION DESCRIPTION
 FZ1017
 FZ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1017'1.8 MI NE FROM BUTLER.
 FZ1017'1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ1017'AT BUTLER, JOHNSON COUNTY, 0.2 MILE NORTHEAST OF THE FLAG STOP
 FZ1017'AT EASTMAN, 600 FEET NORTHEAST OF THE SIDING, 120 FEET NORTHEAST
 FZ1017'OF MILEPOST 112, ON THE JAMES K. STOUT PROPERTY, 325 FEET NORTHEAST
 FZ1017'OF A ONE-STORY STORE BUILDING, 275 FEET NORTH OF A FARMYARD GATE,
 FZ1017'200 FEET SOUTHEAST OF A BARN, 90 FEET EAST OF A STATION-ONE-MILE
 FZ1017'SIGN, 90 FEET WEST OF A TWO-STORY FARMHOUSE, NEAR POWERLINE POLE
 FZ1017'54, 20 FEET EAST OF A ROAD CROSSING, IN THE NORTHEAST CORNER
 FZ1017'OF THE BARNYARD NEAR THE GATE, AND 1 FOOT LOWER THAN THE TRACK.  A
 FZ1017'STANDARD DISK, STAMPED D 104 1935 AND SET IN THE TOP OF A CONCRETE
 FZ1017'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0451 ***********************************************************************
 GA0451  DESIGNATION -  D 105
 GA0451  PID         -  GA0451
 GA0451  STATE/COUNTY-  TN/CARTER
 GA0451  USGS QUAD   -  JOHNSON CITY (1968)
 GA0451
 GA0451                         *CURRENT SURVEY CONTROL
 GA0451  ___________________________________________________________________
 GA0451* NAD 83(1986)-  36 18 37.     (N)    082 17 40.     (W)     SCALED    
 GA0451* NAVD 88     -       487.926  (meters)    1600.80   (feet)  ADJUSTED  
 GA0451  ___________________________________________________________________
 GA0451  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0451  DYNAMIC HT  -         487.462 (meters)    1599.28  (feet)  COMP
 GA0451  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 GA0451
 GA0451  VERT ORDER  -  SECOND    CLASS 0
 GA0451
 GA0451.The horizontal coordinates were scaled from a topographic map and have
 GA0451.an estimated accuracy of +/- 6 seconds.
 GA0451
 GA0451.The orthometric height was determined by differential leveling
 GA0451.and adjusted by the National Geodetic Survey in June 1991..
 GA0451
 GA0451.The geoid height was determined by GEOID03.
 GA0451
 GA0451.The dynamic height is computed by dividing the NAVD 88
 GA0451.geopotential number by the normal gravity value computed on the
 GA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0451.degrees latitude (g = 980.6199 gals.).
 GA0451
 GA0451.The modeled gravity was interpolated from observed gravity values.
 GA0451
 GA0451;                    North         East    Units  Estimated Accuracy
 GA0451;SPC TN       -   225,640.      932,710.      MT  (+/- 180 meters Scaled)
 GA0451
 GA0451                          SUPERSEDED SURVEY CONTROL
 GA0451
 GA0451  NGVD 29 (??/??/92)  488.071  (m)         1601.28   (f) ADJ UNCH    2 0
 GA0451
 GA0451.Superseded values are not recommended for survey control.
 GA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0451.See file dsdata.txt to determine how the superseded data were derived.
 GA0451
 GA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837191(NAD 83)
 GA0451_MARKER: DB = BENCH MARK DISK
 GA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0451_STAMPING: D 105 1935
 GA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0451+STABILITY: SURFACE MOTION
 GA0451
 GA0451  HISTORY     - Date     Condition        Report By
 GA0451  HISTORY     - 1935     MONUMENTED       CGS
 GA0451
 GA0451                          STATION DESCRIPTION
 GA0451
 GA0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0451'AT MILLIGAN STATION.
 GA0451'AT MILLIGAN STATION, CARTER COUNTY, ON THE EAST TENNESSEE AND
 GA0451'WESTERN NORTH CAROLINA RAILROAD, 235 YARDS NORTH OF THE
 GA0451'INTERSECTION OF STATE HIGHWAY 67 AND A ROAD LEADING TO THE OLD
 GA0451'STATION, 85 YARDS EAST OF THE INTERSECTION OF THE JOHNSON CITY
 GA0451'DIRT ROAD AND A ROAD LEADING TO THE STATION, 16 YARDS EAST OF A
 GA0451'ROAD CROSSING, 8 YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 GA0451'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 105 1935
 GA0451'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0827 ***********************************************************************
 GA0827  DESIGNATION -  D 106
 GA0827  PID         -  GA0827
 GA0827  STATE/COUNTY-  TN/GREENE
 GA0827  USGS QUAD   -  GREENEVILLE (1961)
 GA0827
 GA0827                         *CURRENT SURVEY CONTROL
 GA0827  ___________________________________________________________________
 GA0827* NAD 83(1986)-  36 12 17.     (N)    082 48 00.     (W)     SCALED    
 GA0827* NAVD 88     -       473.179  (meters)    1552.42   (feet)  ADJUSTED  
 GA0827  ___________________________________________________________________
 GA0827  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0827  DYNAMIC HT  -         472.732 (meters)    1550.95  (feet)  COMP
 GA0827  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 GA0827
 GA0827  VERT ORDER  -  SECOND    CLASS 0
 GA0827
 GA0827.The horizontal coordinates were scaled from a topographic map and have
 GA0827.an estimated accuracy of +/- 6 seconds.
 GA0827
 GA0827.The orthometric height was determined by differential leveling
 GA0827.and adjusted by the National Geodetic Survey in June 1991..
 GA0827
 GA0827.The geoid height was determined by GEOID03.
 GA0827
 GA0827.The dynamic height is computed by dividing the NAVD 88
 GA0827.geopotential number by the normal gravity value computed on the
 GA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0827.degrees latitude (g = 980.6199 gals.).
 GA0827
 GA0827.The modeled gravity was interpolated from observed gravity values.
 GA0827
 GA0827;                    North         East    Units  Estimated Accuracy
 GA0827;SPC TN       -   212,340.      887,720.      MT  (+/- 180 meters Scaled)
 GA0827
 GA0827                          SUPERSEDED SURVEY CONTROL
 GA0827
 GA0827  NGVD 29 (??/??/92)  473.308  (m)         1552.84   (f) ADJ UNCH    2 0
 GA0827
 GA0827.Superseded values are not recommended for survey control.
 GA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0827.See file dsdata.txt to determine how the superseded data were derived.
 GA0827
 GA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA381081(NAD 83)
 GA0827_MARKER: DB = BENCH MARK DISK
 GA0827_SETTING: 66 = SET IN ROCK OUTCROP
 GA0827_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA0827_STAMPING: D 106 1935
 GA0827_MARK LOGO: CGS   
 GA0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0827+STABILITY: POSITION/ELEVATION WELL
 GA0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0827+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1987
 GA0827
 GA0827  HISTORY     - Date     Condition        Report By
 GA0827  HISTORY     - 1935     MONUMENTED       CGS
 GA0827  HISTORY     - 1955     GOOD             TVA
 GA0827  HISTORY     - 19870521 GOOD             TNDT
 GA0827
 GA0827                          STATION DESCRIPTION
 GA0827
 GA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0827'3.7 MI NE FROM GREENEVILLE.
 GA0827'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0827'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 100 YARDS NORTH
 GA0827'OF THE W.K. ROSS STORE, AT THE BEN DICKSON RESIDENCE, 14 YARDS
 GA0827'WEST OF THE CENTERLINE OF THE HIGHWAY, 13 YARDS NORTHEAST OF
 GA0827'THE NORTHEAST CORNER OF THE HOUSE, 4 FEET SOUTHWEST OF A WIRE
 GA0827'FENCE LINE, IN THE TOP OF A ROCK OUTCROP, AND 3 FEET LOWER THAN
 GA0827'THE HIGHWAY, 6 FEET SOUTHEAST OF STEEL WITNESS POST, 7 1/2
 GA0827'FEET NORTHWEST OF NAIL IN BOTTLE CAP IN POWER LINE POLE.  A
 GA0827'STANDARD DISK, STAMPED D 106 1935.
 GA0827
 GA0827                          STATION RECOVERY (1955)
 GA0827
 GA0827'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0827'RECOVERED IN GOOD CONDITION.
 GA0827
 GA0827                          STATION RECOVERY (1987)
 GA0827
 GA0827'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0894 ***********************************************************************
 GA0894  DESIGNATION -  D 107 RESET
 GA0894  PID         -  GA0894
 GA0894  STATE/COUNTY-  TN/GREENE
 GA0894  USGS QUAD   -  BAILEYTON (1971)
 GA0894
 GA0894                         *CURRENT SURVEY CONTROL
 GA0894  ___________________________________________________________________
 GA0894* NAD 83(1986)-  36 20 46.     (N)    082 50 35.     (W)     SCALED    
 GA0894* NAVD 88     -       374.30   (meters)    1228.0    (feet)  RESET     
 GA0894  ___________________________________________________________________
 GA0894  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0894
 GA0894  VERT ORDER  -  THIRD
 GA0894
 GA0894.The horizontal coordinates were scaled from a topographic map and have
 GA0894.an estimated accuracy of +/- 6 seconds.
 GA0894
 GA0894.The orthometric height was computed from unverified reset data.
 GA0894
 GA0894.The geoid height was determined by GEOID03.
 GA0894
 GA0894;                    North         East    Units  Estimated Accuracy
 GA0894;SPC TN       -   227,890.      883,340.      MT  (+/- 180 meters Scaled)
 GA0894
 GA0894                          SUPERSEDED SURVEY CONTROL
 GA0894
 GA0894.No superseded survey control is available for this station.
 GA0894
 GA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA346239(NAD 83)
 GA0894_MARKER: DB = BENCH MARK DISK
 GA0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0894_STAMPING: D 107 RESET 1972
 GA0894_MARK LOGO: NGS   
 GA0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0894+STABILITY: SURFACE MOTION
 GA0894
 GA0894  HISTORY     - Date     Condition        Report By
 GA0894  HISTORY     - 1972     MONUMENTED       NGS
 GA0894
 GA0894                          STATION DESCRIPTION
 GA0894
 GA0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0894'1.2 MI N FROM BAILEYTON.
 GA0894'TO REACH THE STATION FROM THE BAILEYTON PUBLIC SCHOOL IN BAILEYTON,
 GA0894'GO EAST ON COUNTY ROUTE FAP 2371 FOR 0.1 OF A MILE TO A CAUTION
 GA0894'LIGHT AT THE INTERSECTION OF COUNTY ROUTE 2492 (VAN HILL ROAD).
 GA0894'HERE TURN LEFT AND GO NORTH-NORTHWESTERLY ON COUNTY ROUTE 2492
 GA0894'FOR 0.3 OF A MILE TO THE END OF THE OILED SURFACE, CONTINUE
 GA0894'NORTH-NORTHWESTERLY AND NORTHERLY ON GRAVELED COUNTY ROUTE 2492
 GA0894'FOR 0.75 OF A MILE ALONG THE WEST SIDE OF GARDNER CREEK TO THE
 GA0894'MARK ON THE LEFT AS DESCRIBED.  IT IS 152 FEET SOUTH OF POWERLINE
 GA0894'POLE 31, 65 FEET EAST-NORTHEAST OF GUYED POWERLINE POLE 30, 49
 GA0894'FEET WEST OF THE APPROXIMATE CENTER OF NEW COUNTY ROUTE 2492
 GA0894'(VAN HILL ROAD), 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 1.0
 GA0894'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA0894'DISK SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE MONUMENT THAT
 GA0894'PROJECTS 5 INCHES AND THE DISK IS STAMPED D 107 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0952 ***********************************************************************
 GA0952  DESIGNATION -  D 108
 GA0952  PID         -  GA0952
 GA0952  STATE/COUNTY-  TN/WASHINGTON
 GA0952  USGS QUAD   -  TELFORD (1971)
 GA0952
 GA0952                         *CURRENT SURVEY CONTROL
 GA0952  ___________________________________________________________________
 GA0952* NAD 83(1986)-  36 14 30.     (N)    082 36 54.     (W)     SCALED    
 GA0952* NAVD 88     -       422.731  (meters)    1386.91   (feet)  ADJUSTED  
 GA0952  ___________________________________________________________________
 GA0952  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0952  DYNAMIC HT  -         422.327 (meters)    1385.58  (feet)  COMP
 GA0952  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0952
 GA0952  VERT ORDER  -  SECOND    CLASS 0
 GA0952
 GA0952.The horizontal coordinates were scaled from a topographic map and have
 GA0952.an estimated accuracy of +/- 6 seconds.
 GA0952
 GA0952.The orthometric height was determined by differential leveling
 GA0952.and adjusted by the National Geodetic Survey in June 1991..
 GA0952
 GA0952.The geoid height was determined by GEOID03.
 GA0952
 GA0952.The dynamic height is computed by dividing the NAVD 88
 GA0952.geopotential number by the normal gravity value computed on the
 GA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0952.degrees latitude (g = 980.6199 gals.).
 GA0952
 GA0952.The modeled gravity was interpolated from observed gravity values.
 GA0952
 GA0952;                    North         East    Units  Estimated Accuracy
 GA0952;SPC TN       -   216,990.      904,200.      MT  (+/- 180 meters Scaled)
 GA0952
 GA0952                          SUPERSEDED SURVEY CONTROL
 GA0952
 GA0952  NGVD 29 (??/??/92)  422.873  (m)         1387.38   (f) ADJ UNCH    2 0
 GA0952
 GA0952.Superseded values are not recommended for survey control.
 GA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0952.See file dsdata.txt to determine how the superseded data were derived.
 GA0952
 GA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA548119(NAD 83)
 GA0952_MARKER: DB = BENCH MARK DISK
 GA0952_SETTING: 66 = SET IN ROCK OUTCROP
 GA0952_SP_SET: ROCK OUTCROP
 GA0952_STAMPING: D 108 1935
 GA0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0952+STABILITY: POSITION/ELEVATION WELL
 GA0952
 GA0952  HISTORY     - Date     Condition        Report By
 GA0952  HISTORY     - 1935     MONUMENTED       CGS
 GA0952  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0952
 GA0952                          STATION DESCRIPTION
 GA0952
 GA0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0952'1.4 MI NE FROM LIMESTONE.
 GA0952'1.4 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0952'AT LIMESTONE, WASHINGTON COUNTY, 35 YARDS NORTHWEST OF A BRICK
 GA0952'RESIDENCE, 29 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0952'38 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE, IN
 GA0952'THE TOP OF A ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 GA0952'A STANDARD DISK, STAMPED D 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1779 ***********************************************************************
 FB1779  DESIGNATION -  D 11
 FB1779  PID         -  FB1779
 FB1779  STATE/COUNTY-  TN/BLOUNT
 FB1779  USGS QUAD   -  CALDERWOOD (1964)
 FB1779
 FB1779                         *CURRENT SURVEY CONTROL
 FB1779  ___________________________________________________________________
 FB1779* NAD 83(1986)-  35 30 28.     (N)    083 59 42.     (W)     SCALED    
 FB1779* NAVD 88     -       270.397  (meters)     887.13   (feet)  ADJUSTED  
 FB1779  ___________________________________________________________________
 FB1779  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FB1779  DYNAMIC HT  -         270.133 (meters)     886.26  (feet)  COMP
 FB1779  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FB1779
 FB1779  VERT ORDER  -  FIRST     CLASS II
 FB1779
 FB1779.The horizontal coordinates were scaled from a topographic map and have
 FB1779.an estimated accuracy of +/- 6 seconds.
 FB1779
 FB1779.The orthometric height was determined by differential leveling
 FB1779.and adjusted by the National Geodetic Survey in June 1991..
 FB1779
 FB1779.The geoid height was determined by GEOID03.
 FB1779
 FB1779.The dynamic height is computed by dividing the NAVD 88
 FB1779.geopotential number by the normal gravity value computed on the
 FB1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1779.degrees latitude (g = 980.6199 gals.).
 FB1779
 FB1779.The modeled gravity was interpolated from observed gravity values.
 FB1779
 FB1779;                    North         East    Units  Estimated Accuracy
 FB1779;SPC TN       -   132,170.      781,880.      MT  (+/- 180 meters Scaled)
 FB1779
 FB1779                          SUPERSEDED SURVEY CONTROL
 FB1779
 FB1779  NGVD 29 (??/??/92)  270.508  (m)          887.49   (f) ADJ UNCH    1 2
 FB1779
 FB1779.Superseded values are not recommended for survey control.
 FB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1779.See file dsdata.txt to determine how the superseded data were derived.
 FB1779
 FB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV283334(NAD 83)
 FB1779_MARKER: DB = BENCH MARK DISK
 FB1779_SETTING: 80 = SET IN A BOULDER
 FB1779_SP_SET: BOULDER
 FB1779_STAMPING: 887.682 D 11 1932
 FB1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1779+STABILITY: SURFACE MOTION
 FB1779
 FB1779  HISTORY     - Date     Condition        Report By
 FB1779  HISTORY     - 1932     MONUMENTED       CGS
 FB1779  HISTORY     - 1943     GOOD             NGS
 FB1779
 FB1779                          STATION DESCRIPTION
 FB1779
 FB1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1779'AT CALDERWOOD.
 FB1779'AT CALDERWOOD, ON THE MAIN ROAD, ABOUT 1700 FEET NORTHWEST OF THE
 FB1779'ALUMINUM CO. OF AMERICA, CALDERWOOD SERVICE BUILDING, ABOUT 335
 FB1779'FEET NORTHWEST OF THE CENTERLINE OF A CONCRETE CULVERT UNDER THE
 FB1779'MAIN ROAD, 71 FEET SOUTHEAST OF A FIRE PLUG, 17 FEET NORTHEAST
 FB1779'OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LARGE GRANITE
 FB1779'BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1195 ***********************************************************************
 FZ1195  DESIGNATION -  D 110
 FZ1195  PID         -  FZ1195
 FZ1195  STATE/COUNTY-  TN/JOHNSON
 FZ1195  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1195
 FZ1195                         *CURRENT SURVEY CONTROL
 FZ1195  ___________________________________________________________________
 FZ1195* NAD 83(1986)-  36 34 27.     (N)    081 54 55.     (W)     SCALED    
 FZ1195* NAVD 88     -      1113.31   (+/-2cm)    3652.6    (feet)  VERTCON   
 FZ1195  ___________________________________________________________________
 FZ1195  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1195
 FZ1195  VERT ORDER  -  ? (See Below)
 FZ1195
 FZ1195.The horizontal coordinates were scaled from a topographic map and have
 FZ1195.an estimated accuracy of +/- 6 seconds.
 FZ1195
 FZ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1195.The vertical order pertains to the NGVD 29 superseded value.
 FZ1195
 FZ1195.The geoid height was determined by GEOID03.
 FZ1195
 FZ1195;                    North         East    Units  Estimated Accuracy
 FZ1195;SPC TN       -   256,260.      965,510.      MT  (+/- 180 meters Scaled)
 FZ1195
 FZ1195                          SUPERSEDED SURVEY CONTROL
 FZ1195
 FZ1195  NGVD 29 (??/??/92) 1113.402  (m)         3652.89   (f) ADJ UNCH    ?  
 FZ1195
 FZ1195.Superseded values are not recommended for survey control.
 FZ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1195.See file dsdata.txt to determine how the superseded data were derived.
 FZ1195
 FZ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA181480(NAD 83)
 FZ1195_MARKER: DB = BENCH MARK DISK
 FZ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1195_STAMPING: D 110 1935
 FZ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1195+STABILITY: SURFACE MOTION
 FZ1195
 FZ1195  HISTORY     - Date     Condition        Report By
 FZ1195  HISTORY     - 1935     MONUMENTED       CGS
 FZ1195  HISTORY     - 1937     GOOD             TVA
 FZ1195
 FZ1195                          STATION DESCRIPTION
 FZ1195
 FZ1195'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1195'3 MI NW FROM CRANDULL.
 FZ1195'3 MILES NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1195'JOHNSON COUNTY, AT THE JOHNSON-SULLIVAN COUNTY LINE, IN THE
 FZ1195'CHEROKEE NATIONAL FOREST, AT THE INTERSECTION OF THE APPALACHIAN
 FZ1195'TRAIL, 20 FEET NORTHWEST OF THE INTERSECTION, 120 FEET NORTH OF
 FZ1195'A 20-INCH HICKORY TREE, 49.3 FEET NORTHWEST OF A 14-INCH FORKED
 FZ1195'MAPLE TREE, 51.4 FEET WEST OF A 44-INCH CHESTNUT OAK TREE, WEST
 FZ1195'OF THE ROAD, AND NEAR TWIN 10-INCH POPLAR TREES.  A STANDARD DISK,
 FZ1195'STAMPED D 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0437 ***********************************************************************
 GA0437  DESIGNATION -  D 111
 GA0437  PID         -  GA0437
 GA0437  STATE/COUNTY-  TN/JOHNSON
 GA0437  USGS QUAD   -  WATAUGA DAM (1960)
 GA0437
 GA0437                         *CURRENT SURVEY CONTROL
 GA0437  ___________________________________________________________________
 GA0437* NAD 83(1986)-  36 20 06.     (N)    082 00 09.     (W)     SCALED    
 GA0437* NAVD 88     -       562.310  (meters)    1844.85   (feet)  ADJUSTED  
 GA0437  ___________________________________________________________________
 GA0437  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0437  DYNAMIC HT  -         561.742 (meters)    1842.98  (feet)  COMP
 GA0437  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 GA0437
 GA0437  VERT ORDER  -  SECOND    CLASS 0
 GA0437
 GA0437.The horizontal coordinates were scaled from a topographic map and have
 GA0437.an estimated accuracy of +/- 6 seconds.
 GA0437
 GA0437.The orthometric height was determined by differential leveling
 GA0437.and adjusted by the National Geodetic Survey in June 1991..
 GA0437
 GA0437.The geoid height was determined by GEOID03.
 GA0437
 GA0437.The dynamic height is computed by dividing the NAVD 88
 GA0437.geopotential number by the normal gravity value computed on the
 GA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0437.degrees latitude (g = 980.6199 gals.).
 GA0437
 GA0437.The modeled gravity was interpolated from observed gravity values.
 GA0437
 GA0437;                    North         East    Units  Estimated Accuracy
 GA0437;SPC TN       -   229,420.      958,790.      MT  (+/- 180 meters Scaled)
 GA0437
 GA0437                          SUPERSEDED SURVEY CONTROL
 GA0437
 GA0437  NGVD 29 (??/??/92)  562.410  (m)         1845.17   (f) ADJ UNCH    2 0
 GA0437
 GA0437.Superseded values are not recommended for survey control.
 GA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0437.See file dsdata.txt to determine how the superseded data were derived.
 GA0437
 GA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA100215(NAD 83)
 GA0437_MARKER: DB = BENCH MARK DISK
 GA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0437_STAMPING: D 111 1935
 GA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0437+STABILITY: SURFACE MOTION
 GA0437
 GA0437  HISTORY     - Date     Condition        Report By
 GA0437  HISTORY     - 1935     MONUMENTED       CGS
 GA0437
 GA0437                          STATION DESCRIPTION
 GA0437
 GA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0437'AT BUTLER.
 GA0437'AT BUTLER, JOHNSON COUNTY, AT THE SOUTHERN RAILWAY STATION,
 GA0437'AT THE SPRING STREET CROSSING, BETWEEN THE TRACKS AND TADPOLE
 GA0437'AVENUE, 140 FEET EAST OF A BRICK SERVICE STATION, 90 FEET
 GA0437'NORTHEAST OF ANOTHER SERVICE STATION, 30 FEET NORTH OF THE
 GA0437'STREET CROSSING, 29.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 GA0437'OF THE STATION, 30 FEET WEST OF THE MAIN ENTRANCE, NEAR A
 GA0437'JUNCTION POLE, AND 12 FEET NORTHWEST OF THE NORTHWEST RAIL.
 GA0437'A STANDARD DISK, STAMPED D 111 1935 AND SET IN THE TOP OF A
 GA0437'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0454 ***********************************************************************
 GA0454  DESIGNATION -  D 112
 GA0454  PID         -  GA0454
 GA0454  STATE/COUNTY-  TN/CARTER
 GA0454  USGS QUAD   -  JOHNSON CITY (1968)
 GA0454
 GA0454                         *CURRENT SURVEY CONTROL
 GA0454  ___________________________________________________________________
 GA0454* NAD 83(1986)-  36 17 51.     (N)    082 17 05.     (W)     SCALED    
 GA0454* NAVD 88     -       490.092  (meters)    1607.91   (feet)  ADJUSTED  
 GA0454  ___________________________________________________________________
 GA0454  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0454  DYNAMIC HT  -         489.623 (meters)    1606.37  (feet)  COMP
 GA0454  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 GA0454
 GA0454  VERT ORDER  -  SECOND    CLASS 0
 GA0454
 GA0454.The horizontal coordinates were scaled from a topographic map and have
 GA0454.an estimated accuracy of +/- 6 seconds.
 GA0454
 GA0454.The orthometric height was determined by differential leveling
 GA0454.and adjusted by the National Geodetic Survey in June 1991..
 GA0454
 GA0454.The geoid height was determined by GEOID03.
 GA0454
 GA0454.The dynamic height is computed by dividing the NAVD 88
 GA0454.geopotential number by the normal gravity value computed on the
 GA0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0454.degrees latitude (g = 980.6199 gals.).
 GA0454
 GA0454.The modeled gravity was interpolated from observed gravity values.
 GA0454
 GA0454;                    North         East    Units  Estimated Accuracy
 GA0454;SPC TN       -   224,260.      933,630.      MT  (+/- 180 meters Scaled)
 GA0454
 GA0454                          SUPERSEDED SURVEY CONTROL
 GA0454
 GA0454  NGVD 29 (??/??/92)  490.235  (m)         1608.38   (f) ADJ UNCH    2 0
 GA0454
 GA0454.Superseded values are not recommended for survey control.
 GA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0454.See file dsdata.txt to determine how the superseded data were derived.
 GA0454
 GA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA846177(NAD 83)
 GA0454_MARKER: DB = BENCH MARK DISK
 GA0454_SETTING: 66 = SET IN ROCK OUTCROP
 GA0454_SP_SET: SET IN ROCK OUTCROP
 GA0454_STAMPING: D 112 1935
 GA0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0454+STABILITY: POSITION/ELEVATION WELL
 GA0454
 GA0454  HISTORY     - Date     Condition        Report By
 GA0454  HISTORY     - 1935     MONUMENTED       CGS
 GA0454
 GA0454                          STATION DESCRIPTION
 GA0454
 GA0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0454'0.9 MI SE FROM MILLIGAN COLLEGE.
 GA0454'0.9 MILE SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE AT
 GA0454'MILLIGAN COLLEGE, CARTER COUNTY, 30 YARDS NORTH OF A FORD ACROSS
 GA0454'TOLL BRANCH, AT THE T.H. VERRAN RESIDENCE, 11 YARDS NORTHWEST
 GA0454'OF THE CENTERLINE OF THE ROAD, 58 YARDS NORTHWEST OF THE HOUSE,
 GA0454'27 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 7 YARDS
 GA0454'NORTHWEST OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP, AND 1
 GA0454'FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0969 ***********************************************************************
 GA0969  DESIGNATION -  D 113
 GA0969  PID         -  GA0969
 GA0969  STATE/COUNTY-  TN/WASHINGTON
 GA0969  USGS QUAD   -  TELFORD (1971)
 GA0969
 GA0969                         *CURRENT SURVEY CONTROL
 GA0969  ___________________________________________________________________
 GA0969* NAD 83(1986)-  36 13 07.     (N)    082 34 16.     (W)     SCALED    
 GA0969* NAVD 88     -       482.008  (meters)    1581.39   (feet)  POSTED    
 GA0969  ___________________________________________________________________
 GA0969  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0969  DYNAMIC HT  -         481.550 (meters)    1579.89  (feet)  COMP
 GA0969  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 GA0969
 GA0969  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0969
 GA0969.The horizontal coordinates were scaled from a topographic map and have
 GA0969.an estimated accuracy of +/- 6 seconds.
 GA0969
 GA0969.The orthometric height was determined by differential leveling
 GA0969.and adjusted by the National Geodetic Survey in 1992..
 GA0969.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0969.rate of 0.0 thru 1.0 mm/km.
 GA0969
 GA0969.The geoid height was determined by GEOID03.
 GA0969
 GA0969.The dynamic height is computed by dividing the NAVD 88
 GA0969.geopotential number by the normal gravity value computed on the
 GA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0969.degrees latitude (g = 980.6199 gals.).
 GA0969
 GA0969.The modeled gravity was interpolated from observed gravity values.
 GA0969
 GA0969;                    North         East    Units  Estimated Accuracy
 GA0969;SPC TN       -   214,570.      908,230.      MT  (+/- 180 meters Scaled)
 GA0969
 GA0969                          SUPERSEDED SURVEY CONTROL
 GA0969
 GA0969  NGVD 29 (??/??/92)  482.153  (m)         1581.86   (f) ADJ UNCH    2 0
 GA0969
 GA0969.Superseded values are not recommended for survey control.
 GA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0969.See file dsdata.txt to determine how the superseded data were derived.
 GA0969
 GA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA587093(NAD 83)
 GA0969_MARKER: DB = BENCH MARK DISK
 GA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0969_STAMPING: D 113 1935
 GA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0969+STABILITY: SURFACE MOTION
 GA0969
 GA0969  HISTORY     - Date     Condition        Report By
 GA0969  HISTORY     - 1935     MONUMENTED       CGS
 GA0969  HISTORY     - 1955     GOOD             NGS
 GA0969
 GA0969                          STATION DESCRIPTION
 GA0969
 GA0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0969'3 MI SW FROM TELFORD.
 GA0969'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0969'AT TELFORD, WASHINGTON COUNTY, THENCE 0.3 MILE SOUTH ALONG A
 GA0969'COUNTY ROAD LEADING TO WASHINGTON COLLEGE, AT WASHINGTON COLLEGE,
 GA0969'AT THE SOUTHEAST CORNER OF THE CAMPUS, 30 YARDS SOUTHEAST OF THE
 GA0969'BOYS DORMITORY, 20 FEET NORTHWEST OF THE CENTERLINE OF A PRIVATE
 GA0969'DRIVEWAY, 11.5 FEET WEST OF THE CENTERLINE OF A WALK, AND LEVEL
 GA0969'WITH THE ROAD.  A STANDARD DISK, STAMPED D 113 1935 AND SET IN
 GA0969'THE TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1915 ***********************************************************************
 GA1915  DESIGNATION -  D 114
 GA1915  PID         -  GA1915
 GA1915  STATE/COUNTY-  TN/GREENE
 GA1915  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1915
 GA1915                         *CURRENT SURVEY CONTROL
 GA1915  ___________________________________________________________________
 GA1915* NAD 83(1986)-  36 06 18.     (N)    083 03 24.     (W)     SCALED    
 GA1915* NAVD 88     -       343.470  (meters)    1126.87   (feet)  ADJUSTED  
 GA1915  ___________________________________________________________________
 GA1915  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1915  DYNAMIC HT  -         343.148 (meters)    1125.81  (feet)  COMP
 GA1915  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GA1915
 GA1915  VERT ORDER  -  SECOND    CLASS 0
 GA1915
 GA1915.The horizontal coordinates were scaled from a topographic map and have
 GA1915.an estimated accuracy of +/- 6 seconds.
 GA1915
 GA1915.The orthometric height was determined by differential leveling
 GA1915.and adjusted by the National Geodetic Survey in June 1991..
 GA1915
 GA1915.The geoid height was determined by GEOID03.
 GA1915
 GA1915.The dynamic height is computed by dividing the NAVD 88
 GA1915.geopotential number by the normal gravity value computed on the
 GA1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1915.degrees latitude (g = 980.6199 gals.).
 GA1915
 GA1915.The modeled gravity was interpolated from observed gravity values.
 GA1915
 GA1915;                    North         East    Units  Estimated Accuracy
 GA1915;SPC TN       -   200,550.      864,980.      MT  (+/- 180 meters Scaled)
 GA1915
 GA1915                          SUPERSEDED SURVEY CONTROL
 GA1915
 GA1915  NGVD 29 (??/??/92)  343.624  (m)         1127.37   (f) ADJ UNCH    2 0
 GA1915
 GA1915.Superseded values are not recommended for survey control.
 GA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1915.See file dsdata.txt to determine how the superseded data were derived.
 GA1915
 GA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV148975(NAD 83)
 GA1915_MARKER: DB = BENCH MARK DISK
 GA1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1915_SP_SET: BUILDING
 GA1915_STAMPING: D 114 1935
 GA1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1915
 GA1915  HISTORY     - Date     Condition        Report By
 GA1915  HISTORY     - 1935     MONUMENTED       CGS
 GA1915  HISTORY     - 1950     GOOD             NGS
 GA1915
 GA1915                          STATION DESCRIPTION
 GA1915
 GA1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA1915'3.1 MI SE FROM WARRENSBURG.
 GA1915'3.1 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1915'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, AT THE BEWLEY CHAPEL
 GA1915'OF THE METHODIST CHURCH, 24 YARDS NORTHEAST OF THE CENTERLINE
 GA1915'OF THE HIGHWAY, 5 FEET SOUTHEAST OF THE CENTERLINE OF THE FRONT
 GA1915'ENTRANCE, IN THE TOP OF THE CONCRETE LANDING, 6 INCHES SOUTHWEST
 GA1915'OF THE FRONT FACE OF THE BOTTOM STEP AND 6 INCHES NORTHWEST OF
 GA1915'THE RAILING.  A STANDARD DISK, STAMPED D 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0684 ***********************************************************************
 GA0684  DESIGNATION -  D 115
 GA0684  PID         -  GA0684
 GA0684  STATE/COUNTY-  TN/GREENE
 GA0684  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0684
 GA0684                         *CURRENT SURVEY CONTROL
 GA0684  ___________________________________________________________________
 GA0684* NAD 83(1986)-  36 04 54.     (N)    082 48 52.     (W)     SCALED    
 GA0684* NAVD 88     -       412.914  (meters)    1354.70   (feet)  ADJUSTED  
 GA0684  ___________________________________________________________________
 GA0684  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0684  DYNAMIC HT  -         412.518 (meters)    1353.40  (feet)  COMP
 GA0684  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 GA0684
 GA0684  VERT ORDER  -  SECOND    CLASS 0
 GA0684
 GA0684.The horizontal coordinates were scaled from a topographic map and have
 GA0684.an estimated accuracy of +/- 6 seconds.
 GA0684
 GA0684.The orthometric height was determined by differential leveling
 GA0684.and adjusted by the National Geodetic Survey in June 1991..
 GA0684
 GA0684.The geoid height was determined by GEOID03.
 GA0684
 GA0684.The dynamic height is computed by dividing the NAVD 88
 GA0684.geopotential number by the normal gravity value computed on the
 GA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0684.degrees latitude (g = 980.6199 gals.).
 GA0684
 GA0684.The modeled gravity was interpolated from observed gravity values.
 GA0684
 GA0684;                    North         East    Units  Estimated Accuracy
 GA0684;SPC TN       -   198,650.      886,860.      MT  (+/- 180 meters Scaled)
 GA0684
 GA0684                          SUPERSEDED SURVEY CONTROL
 GA0684
 GA0684  NGVD 29 (??/??/92)  413.034  (m)         1355.10   (f) ADJ UNCH    2 0
 GA0684
 GA0684.Superseded values are not recommended for survey control.
 GA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0684.See file dsdata.txt to determine how the superseded data were derived.
 GA0684
 GA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV366945(NAD 83)
 GA0684_MARKER: DB = BENCH MARK DISK
 GA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0684_STAMPING: D 115 1935
 GA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0684+STABILITY: SURFACE MOTION
 GA0684
 GA0684  HISTORY     - Date     Condition        Report By
 GA0684  HISTORY     - 1935     MONUMENTED       CGS
 GA0684  HISTORY     - 1950     GOOD             TVA
 GA0684
 GA0684                          STATION DESCRIPTION
 GA0684
 GA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0684'4.1 MI SW FROM JONES BRIDGE.
 GA0684'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0684'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 3.1
 GA0684'MILES SOUTHWEST ALONG THE OLD JONESBORO HIGHWAY, 0.4 MILE WEST
 GA0684'OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO BIRD BRIDGE, ON
 GA0684'THE PROPERTY OF JOHN S. BROYLES, 38 YARDS EAST OF THE WHITE HOUSE,
 GA0684'47.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RED GARAGE,
 GA0684'25.5 FEET EAST OF THE CENTERLINE OF THE DRIVE LEADING TO THE
 GA0684'GARAGE, 19.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.4
 GA0684'FEET SOUTHEAST OF THE EAST END POST OF A GATE, AND 2 FEET HIGHER
 GA0684'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 115 1935 AND SET
 GA0684'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GA0684
 GA0684                          STATION RECOVERY (1950)
 GA0684
 GA0684'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0695 ***********************************************************************
 GA0695  DESIGNATION -  D 117
 GA0695  PID         -  GA0695
 GA0695  STATE/COUNTY-  TN/GREENE
 GA0695  USGS QUAD   -  CHUCKEY (1971)
 GA0695
 GA0695                         *CURRENT SURVEY CONTROL
 GA0695  ___________________________________________________________________
 GA0695* NAD 83(1986)-  36 07 56.     (N)    082 40 13.     (W)     SCALED    
 GA0695* NAVD 88     -       478.078  (meters)    1568.49   (feet)  ADJUSTED  
 GA0695  ___________________________________________________________________
 GA0695  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0695  DYNAMIC HT  -         477.616 (meters)    1566.98  (feet)  COMP
 GA0695  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 GA0695
 GA0695  VERT ORDER  -  SECOND    CLASS 0
 GA0695
 GA0695.The horizontal coordinates were scaled from a topographic map and have
 GA0695.an estimated accuracy of +/- 6 seconds.
 GA0695
 GA0695.The orthometric height was determined by differential leveling
 GA0695.and adjusted by the National Geodetic Survey in June 1991..
 GA0695
 GA0695.The geoid height was determined by GEOID03.
 GA0695
 GA0695.The dynamic height is computed by dividing the NAVD 88
 GA0695.geopotential number by the normal gravity value computed on the
 GA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0695.degrees latitude (g = 980.6199 gals.).
 GA0695
 GA0695.The modeled gravity was interpolated from observed gravity values.
 GA0695
 GA0695;                    North         East    Units  Estimated Accuracy
 GA0695;SPC TN       -   204,680.      899,650.      MT  (+/- 180 meters Scaled)
 GA0695
 GA0695                          SUPERSEDED SURVEY CONTROL
 GA0695
 GA0695  NGVD 29 (??/??/92)  478.205  (m)         1568.91   (f) ADJ UNCH    2 0
 GA0695
 GA0695.Superseded values are not recommended for survey control.
 GA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0695.See file dsdata.txt to determine how the superseded data were derived.
 GA0695
 GA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV497999(NAD 83)
 GA0695_MARKER: DB = BENCH MARK DISK
 GA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0695_STAMPING: D 117 1935
 GA0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0695+STABILITY: SURFACE MOTION
 GA0695
 GA0695  HISTORY     - Date     Condition        Report By
 GA0695  HISTORY     - 1935     MONUMENTED       CGS
 GA0695  HISTORY     - 1955     GOOD             NGS
 GA0695
 GA0695                          STATION DESCRIPTION
 GA0695
 GA0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0695'1.6 MI W FROM PLEASANT HILL.
 GA0695'1.6 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 GA0695'PLEASANT HILL, GREENE COUNTY, 0.5 MILE NORTHEAST OF THE GREEN
 GA0695'RIDGE CHURCH, AT THE JUNCTION OF A ROAD LEADING WEST, 35 YARDS
 GA0695'SOUTHEAST OF THE CENTER OF THE JUNCTION, 34 YARDS EAST OF A GRIST
 GA0695'MILL, AT THE J.S. PRATHER RESIDENCE, 32 FEET NORTHEAST OF THE
 GA0695'NORTHEAST CORNER OF THE HOUSE, 23.5 FEET SOUTH OF THE CENTERLINE
 GA0695'OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 GA0695'D 117 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 GA0695'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0988 ***********************************************************************
 GA0988  DESIGNATION -  D 118
 GA0988  PID         -  GA0988
 GA0988  STATE/COUNTY-  TN/GREENE
 GA0988  USGS QUAD   -  MOSHEIM (1971)
 GA0988
 GA0988                         *CURRENT SURVEY CONTROL
 GA0988  ___________________________________________________________________
 GA0988* NAD 83(1986)-  36 07 43.     (N)    082 53 26.     (W)     SCALED    
 GA0988* NAVD 88     -       452.132  (meters)    1483.37   (feet)  ADJUSTED  
 GA0988  ___________________________________________________________________
 GA0988  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0988  DYNAMIC HT  -         451.704 (meters)    1481.97  (feet)  COMP
 GA0988  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 GA0988
 GA0988  VERT ORDER  -  SECOND    CLASS 0
 GA0988
 GA0988.The horizontal coordinates were scaled from a topographic map and have
 GA0988.an estimated accuracy of +/- 6 seconds.
 GA0988
 GA0988.The orthometric height was determined by differential leveling
 GA0988.and adjusted by the National Geodetic Survey in June 1991..
 GA0988
 GA0988.The geoid height was determined by GEOID03.
 GA0988
 GA0988.The dynamic height is computed by dividing the NAVD 88
 GA0988.geopotential number by the normal gravity value computed on the
 GA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0988.degrees latitude (g = 980.6199 gals.).
 GA0988
 GA0988.The modeled gravity was interpolated from observed gravity values.
 GA0988
 GA0988;                    North         East    Units  Estimated Accuracy
 GA0988;SPC TN       -   203,630.      879,850.      MT  (+/- 180 meters Scaled)
 GA0988
 GA0988                          SUPERSEDED SURVEY CONTROL
 GA0988
 GA0988  NGVD 29 (??/??/92)  452.271  (m)         1483.83   (f) ADJ UNCH    2 0
 GA0988
 GA0988.Superseded values are not recommended for survey control.
 GA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0988.See file dsdata.txt to determine how the superseded data were derived.
 GA0988
 GA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV298998(NAD 83)
 GA0988_MARKER: DB = BENCH MARK DISK
 GA0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0988_STAMPING: D 118 1935
 GA0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0988+STABILITY: SURFACE MOTION
 GA0988
 GA0988  HISTORY     - Date     Condition        Report By
 GA0988  HISTORY     - 1935     MONUMENTED       CGS
 GA0988  HISTORY     - 1950     GOOD             TVA
 GA0988
 GA0988                          STATION DESCRIPTION
 GA0988
 GA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0988'4.2 MI SW FROM GREENEVILLE.
 GA0988'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0988'AT GREENEVILLE, GREENE COUNTY, 210 FEET EAST OF A WHITE FRAME
 GA0988'CHURCH, 43 FEET WEST OF THE INTERSECTION OF A COUNTY ROAD, 15
 GA0988'YARDS SOUTH OF THE CENTERLINE OF A DRIVEWAY, TO THE CHURCH,
 GA0988'14 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET HIGHER
 GA0988'THAN THE HIGHWAY AND 30.4 FEET SOUTHWEST OF STEEL POST BEARING
 GA0988'SIGN CEDAR HILL CHURCH.  A STANDARD DISK, STAMPED D 118 1935
 GA0988'AND SET IN THE TOP OF A CONCRETE POST.
 GA0988
 GA0988                          STATION RECOVERY (1950)
 GA0988
 GA0988'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0412 ***********************************************************************
 GA0412  DESIGNATION -  D 12
 GA0412  PID         -  GA0412
 GA0412  STATE/COUNTY-  TN/CARTER
 GA0412  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0412
 GA0412                         *CURRENT SURVEY CONTROL
 GA0412  ___________________________________________________________________
 GA0412* NAD 83(1986)-  36 12 31.     (N)    082 06 21.     (W)     SCALED    
 GA0412* NAVD 88     -       764.914  (meters)    2509.56   (feet)  ADJUSTED  
 GA0412  ___________________________________________________________________
 GA0412  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA0412  DYNAMIC HT  -         764.126 (meters)    2506.97  (feet)  COMP
 GA0412  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 GA0412
 GA0412  VERT ORDER  -  FIRST     CLASS II
 GA0412
 GA0412.The horizontal coordinates were scaled from a topographic map and have
 GA0412.an estimated accuracy of +/- 6 seconds.
 GA0412
 GA0412.The orthometric height was determined by differential leveling
 GA0412.and adjusted by the National Geodetic Survey in June 1991..
 GA0412
 GA0412.The geoid height was determined by GEOID03.
 GA0412
 GA0412.The dynamic height is computed by dividing the NAVD 88
 GA0412.geopotential number by the normal gravity value computed on the
 GA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0412.degrees latitude (g = 980.6199 gals.).
 GA0412
 GA0412.The modeled gravity was interpolated from observed gravity values.
 GA0412
 GA0412;                    North         East    Units  Estimated Accuracy
 GA0412;SPC TN       -   215,030.      950,080.      MT  (+/- 180 meters Scaled)
 GA0412
 GA0412                          SUPERSEDED SURVEY CONTROL
 GA0412
 GA0412  NGVD 29 (??/??/92)  765.017  (m)         2509.89   (f) ADJ UNCH    1 2
 GA0412
 GA0412.Superseded values are not recommended for survey control.
 GA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0412.See file dsdata.txt to determine how the superseded data were derived.
 GA0412
 GA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA005076(NAD 83)
 GA0412_MARKER: DB = BENCH MARK DISK
 GA0412_SETTING: 66 = SET IN ROCK OUTCROP
 GA0412_SP_SET: SET IN ROCK OUTCROP
 GA0412_STAMPING: 2510.077 D 12 1933
 GA0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0412+STABILITY: POSITION/ELEVATION WELL
 GA0412
 GA0412  HISTORY     - Date     Condition        Report By
 GA0412  HISTORY     - 1933     MONUMENTED       CGS
 GA0412
 GA0412                          STATION DESCRIPTION
 GA0412
 GA0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0412'2.4 MI NW FROM ROAN MOUNTAIN.
 GA0412'2.4 MILES NORTHWEST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0412'CAROLINA RAILROAD FROM ROAN MOUNTAIN, CARTER COUNTY, 495 FEET
 GA0412'SOUTHWEST OF MILEPOST 23, 12 FEET SOUTHEAST OF THE CENTERLINE OF
 GA0412'THE TRACK, 1-1/2 FEET HIGHER THAN THE RAIL, AND IN THE TOP OF A ROCK
 GA0412'LEDGE IN THE SIDE OF THE MOUNTAIN.  A STANDARD DISK, STAMPED
 GA0412'2510.077 D 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1117 ***********************************************************************
 FB1117  DESIGNATION -  D 121
 FB1117  PID         -  FB1117
 FB1117  STATE/COUNTY-  TN/GREENE
 FB1117  USGS QUAD   -  HOT SPRINGS (1991)
 FB1117
 FB1117                         *CURRENT SURVEY CONTROL
 FB1117  ___________________________________________________________________
 FB1117* NAD 83(1986)-  35 58 56.     (N)    082 51 54.     (W)     SCALED    
 FB1117* NAVD 88     -       482.31   (+/-2cm)    1582.4    (feet)  VERTCON   
 FB1117  ___________________________________________________________________
 FB1117  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1117
 FB1117  VERT ORDER  -  ? (See Below)
 FB1117
 FB1117.The horizontal coordinates were scaled from a topographic map and have
 FB1117.an estimated accuracy of +/- 6 seconds.
 FB1117
 FB1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1117.The vertical order pertains to the NGVD 29 superseded value.
 FB1117
 FB1117.The geoid height was determined by GEOID03.
 FB1117
 FB1117;                    North         East    Units  Estimated Accuracy
 FB1117;SPC TN       -   187,470.      882,670.      MT  (+/- 180 meters Scaled)
 FB1117
 FB1117                          SUPERSEDED SURVEY CONTROL
 FB1117
 FB1117  NGVD 29 (??/??/92)  482.430  (m)         1582.77   (f) ADJ UNCH    ?  
 FB1117
 FB1117.Superseded values are not recommended for survey control.
 FB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1117.See file dsdata.txt to determine how the superseded data were derived.
 FB1117
 FB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV318835(NAD 83)
 FB1117_MARKER: DB = BENCH MARK DISK
 FB1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1117+STABILITY: SURFACE MOTION
 FB1117
 FB1117  HISTORY     - Date     Condition        Report By
 FB1117  HISTORY     - UNK      MONUMENTED       CGS
 FB1117  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB1117
 FB1117                          STATION DESCRIPTION
 FB1117
 FB1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1117'11.4 MI NE FROM WOLF CREEK.
 FB1117'IN GREENE COUNTY, 11.4 MILES NORTHEAST ALONG THE COVE CREEK
 FB1117'ROAD FROM WOLF CREEK, COCKE COUNTY, 9.4 MILE NORTHEAST OF PINE
 FB1117'SPRING CHURCH AND CEMETERY, ON THE J.A. MILLS PROPERTY, 140 FEET
 FB1117'NORTH OF A LARGE BARN, 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB1117'OF THE HOUSE, 34.7 FEET NORTHEAST OF A 16-INCH WALNUT TREE, IN
 FB1117'THE NORTHWEST CORNER OF THE YARD, 32 FEET SOUTH OF THE CONCRETE
 FB1117'STEPS, 17 FEET SOUTHEAST OF THE ROAD, AND 6 FEET SOUTHEAST OF A
 FB1117'FENCE CORNER.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FB1117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1278 ***********************************************************************
 FB1278  DESIGNATION -  D 122
 FB1278  PID         -  FB1278
 FB1278  STATE/COUNTY-  TN/COCKE
 FB1278  USGS QUAD   -  JONES COVE (1978)
 FB1278
 FB1278                         *CURRENT SURVEY CONTROL
 FB1278  ___________________________________________________________________
 FB1278* NAD 83(1986)-  35 52 08.     (N)    083 16 12.     (W)     SCALED    
 FB1278* NAVD 88     -       418.88   (+/-2cm)    1374.3    (feet)  VERTCON   
 FB1278  ___________________________________________________________________
 FB1278  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1278
 FB1278  VERT ORDER  -  ? (See Below)
 FB1278
 FB1278.The horizontal coordinates were scaled from a topographic map and have
 FB1278.an estimated accuracy of +/- 6 seconds.
 FB1278
 FB1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1278.The vertical order pertains to the NGVD 29 superseded value.
 FB1278
 FB1278.The geoid height was determined by GEOID03.
 FB1278
 FB1278;                    North         East    Units  Estimated Accuracy
 FB1278;SPC TN       -   173,810.      846,510.      MT  (+/- 180 meters Scaled)
 FB1278
 FB1278                          SUPERSEDED SURVEY CONTROL
 FB1278
 FB1278  NGVD 29 (??/??/92)  419.038  (m)         1374.79   (f) ADJ UNCH    ?  
 FB1278
 FB1278.Superseded values are not recommended for survey control.
 FB1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1278.See file dsdata.txt to determine how the superseded data were derived.
 FB1278
 FB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV950717(NAD 83)
 FB1278_MARKER: DB = BENCH MARK DISK
 FB1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1278_STAMPING: D 122 1935
 FB1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1278+STABILITY: SURFACE MOTION
 FB1278
 FB1278  HISTORY     - Date     Condition        Report By
 FB1278  HISTORY     - 1935     MONUMENTED       CGS
 FB1278  HISTORY     - 1949     GOOD             NGS
 FB1278
 FB1278                          STATION DESCRIPTION
 FB1278
 FB1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1278'1 MI SW FROM JENKINS CHURCH.
 FB1278'1.0 MILE SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1278'COCKE COUNTY, 100 FEET EAST OF THE JUNCTION OF A Y-ROAD LEADING
 FB1278'NORTHEAST, 115 FEET WEST OF THE MRS. J.T. MC GAHA HOUSE, 190
 FB1278'FEET NORTH OF A BARN, 92 FEET WEST OF A 14-INCH SILVER MAPLE
 FB1278'WHICH IS NORTHERNMOST OF TWO ON WEST SIDE OF TWO-STORY HOUSE, 84
 FB1278'FEET SOUTHWEST OF A 40-INCH CHESTNUT TREE STUMP, 34.4 FEET
 FB1278'SOUTHEAST ACROSS THE ROAD FROM A 12-INCH TWIN WHITE OAK TREE
 FB1278'MARKED WITH NAIL AND BOTTLE CAP, 12 FEET SOUTHWEST OF A PATH,
 FB1278'7.4 FEET EAST OF A 14-INCH LOCUST TREE, AND 19 FEET SOUTH OF THE
 FB1278'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 122 1935 AND
 FB1278'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1373 ***********************************************************************
 FB1373  DESIGNATION -  D 122 X
 FB1373  PID         -  FB1373
 FB1373  STATE/COUNTY-  TN/JEFFERSON
 FB1373  USGS QUAD   -  SHADY GROVE (1980)
 FB1373
 FB1373                         *CURRENT SURVEY CONTROL
 FB1373  ___________________________________________________________________
 FB1373* NAD 83(1986)-  35 57 54.     (N)    083 23 31.     (W)     SCALED    
 FB1373* NAVD 88     -       305.37   (+/-2cm)    1001.9    (feet)  VERTCON   
 FB1373  ___________________________________________________________________
 FB1373  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1373
 FB1373  VERT ORDER  -  ? (See Below)
 FB1373
 FB1373.The horizontal coordinates were scaled from a topographic map and have
 FB1373.an estimated accuracy of +/- 6 seconds.
 FB1373
 FB1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1373.The vertical order pertains to the NGVD 29 superseded value.
 FB1373
 FB1373.The geoid height was determined by GEOID03.
 FB1373
 FB1373;                    North         East    Units  Estimated Accuracy
 FB1373;SPC TN       -   184,170.      835,220.      MT  (+/- 180 meters Scaled)
 FB1373
 FB1373                          SUPERSEDED SURVEY CONTROL
 FB1373
 FB1373  NGVD 29 (??/??/92)  305.543  (m)         1002.44   (f) ADJ UNCH    ?  
 FB1373
 FB1373.Superseded values are not recommended for survey control.
 FB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1373.See file dsdata.txt to determine how the superseded data were derived.
 FB1373
 FB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV843827(NAD 83)
 FB1373_MARKER: DB = BENCH MARK DISK
 FB1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1373+STABILITY: SURFACE MOTION
 FB1373
 FB1373  HISTORY     - Date     Condition        Report By
 FB1373  HISTORY     - UNK      MONUMENTED       CGS
 FB1373  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1373
 FB1373                          STATION DESCRIPTION
 FB1373
 FB1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1373'4.5 MI SE FROM DANDRIDGE.
 FB1373'4.5 MILES SOUTHEAST OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1373'COUNTY, 1.2 MILES NORTHWEST OF SANDY RIDGE, AT A ROAD INTERSECTION,
 FB1373'27 FEET NORTHWEST OF THE MUDDY CREEK ROAD, 20 FEET SOUTHWEST OF
 FB1373'THE CROSSROAD, ON THE SAM MILLER PROPERTY, 225 FEET SOUTHEAST
 FB1373'OF THE HOUSE, 80.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FB1373'LARGE BARN, 18 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FB1373'GARAGE, AND 2 FEET NORTHWEST OF THE GARAGE.  A STANDARD DISK,
 FB1373'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1328 ***********************************************************************
 FB1328  DESIGNATION -  D 125
 FB1328  PID         -  FB1328
 FB1328  STATE/COUNTY-  TN/COCKE
 FB1328  USGS QUAD   -  HARTFORD (1968)
 FB1328
 FB1328                         *CURRENT SURVEY CONTROL
 FB1328  ___________________________________________________________________
 FB1328* NAD 83(1986)-  35 49 21.     (N)    083 07 47.     (W)     SCALED    
 FB1328* NAVD 88     -       405.98   (+/-2cm)    1332.0    (feet)  VERTCON   
 FB1328  ___________________________________________________________________
 FB1328  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB1328
 FB1328  VERT ORDER  -  ? (See Below)
 FB1328
 FB1328.The horizontal coordinates were scaled from a topographic map and have
 FB1328.an estimated accuracy of +/- 6 seconds.
 FB1328
 FB1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1328.The vertical order pertains to the NGVD 29 superseded value.
 FB1328
 FB1328.The geoid height was determined by GEOID03.
 FB1328
 FB1328;                    North         East    Units  Estimated Accuracy
 FB1328;SPC TN       -   169,020.      859,320.      MT  (+/- 180 meters Scaled)
 FB1328
 FB1328                          SUPERSEDED SURVEY CONTROL
 FB1328
 FB1328  NGVD 29 (??/??/92)  406.121  (m)         1332.42   (f) ADJ UNCH    ?  
 FB1328
 FB1328.Superseded values are not recommended for survey control.
 FB1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1328.See file dsdata.txt to determine how the superseded data were derived.
 FB1328
 FB1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV076663(NAD 83)
 FB1328_MARKER: DB = BENCH MARK DISK
 FB1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1328_STAMPING: D 125 1935
 FB1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1328+STABILITY: SURFACE MOTION
 FB1328
 FB1328  HISTORY     - Date     Condition        Report By
 FB1328  HISTORY     - 1935     MONUMENTED       CGS
 FB1328  HISTORY     - 1949     GOOD             NGS
 FB1328
 FB1328                          STATION DESCRIPTION
 FB1328
 FB1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1328'0.9 MI NE FROM HARTFORD.
 FB1328'0.9 MILE NORTHEAST ALONG THE CRIPPLE CREEK ROAD FROM HARTFORD,
 FB1328'COCKE COUNTY, 40 FEET SOUTHWEST OF THE JUNCTION OF BLACK ROAD,
 FB1328'180 FEET NORTHWEST OF A NEW UNPAINTED HOUSE, 71.5 FEET SOUTHWEST
 FB1328'OF THE SOUTHWEST CORNER OF A NEW BARN, 48 FEET SOUTH OF THE FOOT
 FB1328'OF THE BRIDGE OVER CRIPPLE CREEK, 18.5 FEET SOUTH OF A FENCE
 FB1328'CORNER, 18 FEET WEST OF CRIPPLE CREEK, AND 1 FOOT EAST OF A
 FB1328'WIRE FENCE.  A STANDARD DISK, STAMPED D 125 1935 AND SET IN THE
 FB1328'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2061 ***********************************************************************
 FB2061  DESIGNATION -  D 127
 FB2061  PID         -  FB2061
 FB2061  STATE/COUNTY-  TN/SEVIER
 FB2061  USGS QUAD   -  PIGEON FORGE (1970)
 FB2061
 FB2061                         *CURRENT SURVEY CONTROL
 FB2061  ___________________________________________________________________
 FB2061* NAD 83(1986)-  35 45 47.     (N)    083 33 58.     (W)     SCALED    
 FB2061* NAVD 88     -       349.395  (meters)    1146.31   (feet)  ADJUSTED  
 FB2061  ___________________________________________________________________
 FB2061  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB2061  DYNAMIC HT  -         349.060 (meters)    1145.21  (feet)  COMP
 FB2061  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 FB2061
 FB2061  VERT ORDER  -  SECOND    CLASS 0
 FB2061
 FB2061.The horizontal coordinates were scaled from a topographic map and have
 FB2061.an estimated accuracy of +/- 6 seconds.
 FB2061
 FB2061.The orthometric height was determined by differential leveling
 FB2061.and adjusted by the National Geodetic Survey in June 1991..
 FB2061
 FB2061.The geoid height was determined by GEOID03.
 FB2061
 FB2061.The dynamic height is computed by dividing the NAVD 88
 FB2061.geopotential number by the normal gravity value computed on the
 FB2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2061.degrees latitude (g = 980.6199 gals.).
 FB2061
 FB2061.The modeled gravity was interpolated from observed gravity values.
 FB2061
 FB2061;                    North         East    Units  Estimated Accuracy
 FB2061;SPC TN       -   161,360.      820,070.      MT  (+/- 180 meters Scaled)
 FB2061
 FB2061                          SUPERSEDED SURVEY CONTROL
 FB2061
 FB2061  NGVD 29 (??/??/92)  349.510  (m)         1146.68   (f) ADJ UNCH    2 0
 FB2061
 FB2061.Superseded values are not recommended for survey control.
 FB2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2061.See file dsdata.txt to determine how the superseded data were derived.
 FB2061
 FB2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV680607(NAD 83)
 FB2061_MARKER: DB = BENCH MARK DISK
 FB2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2061_STAMPING: D 127 1935
 FB2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2061+STABILITY: SURFACE MOTION
 FB2061
 FB2061  HISTORY     - Date     Condition        Report By
 FB2061  HISTORY     - 1935     MONUMENTED       CGS
 FB2061  HISTORY     - 1949     GOOD             NGS
 FB2061  HISTORY     - 1972     GOOD             TVA
 FB2061
 FB2061                          STATION DESCRIPTION
 FB2061
 FB2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2061'3.3 MI SW FROM PIGEON FORGE.
 FB2061'3.3 MILES SOUTHWEST OF PIGEON FORGE, ON THE MILL CREEK ROAD,
 FB2061'0.2 MILE SOUTHEAST OF THE INTERSECTION OF THE LITTLE COVE CREEK
 FB2061'ROAD, 135 FEET NORTHEAST OF MILL CREEK, 115 FEET NORTHWEST OF
 FB2061'THE JOHN OGLE HOUSE, 40 FEET NORTH OF AN APPLE ORCHARD, AND
 FB2061'12 FEET SOUTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED D 127
 FB2061'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONTROL
 FB2061'MARKER SIGN SET 1.0 FT SOUTHWEST OF MONUMENT.
 FB2061
 FB2061                          STATION RECOVERY (1972)
 FB2061
 FB2061'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2059 ***********************************************************************
 FB2059  DESIGNATION -  D 127 X
 FB2059  PID         -  FB2059
 FB2059  STATE/COUNTY-  TN/SEVIER
 FB2059  USGS QUAD   -  PIGEON FORGE (1970)
 FB2059
 FB2059                         *CURRENT SURVEY CONTROL
 FB2059  ___________________________________________________________________
 FB2059* NAD 83(1986)-  35 46 03.     (N)    083 34 52.     (W)     SCALED    
 FB2059* NAVD 88     -       350.397  (meters)    1149.59   (feet)  ADJUSTED  
 FB2059  ___________________________________________________________________
 FB2059  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB2059  DYNAMIC HT  -         350.061 (meters)    1148.49  (feet)  COMP
 FB2059  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 FB2059
 FB2059  VERT ORDER  -  SECOND    CLASS 0
 FB2059
 FB2059.The horizontal coordinates were scaled from a topographic map and have
 FB2059.an estimated accuracy of +/- 6 seconds.
 FB2059
 FB2059.The orthometric height was determined by differential leveling
 FB2059.and adjusted by the National Geodetic Survey in June 1991..
 FB2059
 FB2059.The geoid height was determined by GEOID03.
 FB2059
 FB2059.The dynamic height is computed by dividing the NAVD 88
 FB2059.geopotential number by the normal gravity value computed on the
 FB2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2059.degrees latitude (g = 980.6199 gals.).
 FB2059
 FB2059.The modeled gravity was interpolated from observed gravity values.
 FB2059
 FB2059;                    North         East    Units  Estimated Accuracy
 FB2059;SPC TN       -   161,820.      818,700.      MT  (+/- 180 meters Scaled)
 FB2059
 FB2059                          SUPERSEDED SURVEY CONTROL
 FB2059
 FB2059  NGVD 29 (??/??/92)  350.511  (m)         1149.97   (f) ADJ UNCH    2 0
 FB2059
 FB2059.Superseded values are not recommended for survey control.
 FB2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2059.See file dsdata.txt to determine how the superseded data were derived.
 FB2059
 FB2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV666612(NAD 83)
 FB2059_MARKER: DB = BENCH MARK DISK
 FB2059_SETTING: 66 = SET IN ROCK OUTCROP
 FB2059_SP_SET: BEDROCK
 FB2059_STAMPING: D 127 X
 FB2059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2059+STABILITY: POSITION/ELEVATION WELL
 FB2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2059+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 FB2059
 FB2059  HISTORY     - Date     Condition        Report By
 FB2059  HISTORY     - UNK      MONUMENTED       CGS
 FB2059  HISTORY     - 1949     GOOD             NGS
 FB2059  HISTORY     - 1972     GOOD             TVA
 FB2059  HISTORY     - 20040512 GOOD             USACEN
 FB2059
 FB2059                          STATION DESCRIPTION
 FB2059
 FB2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2059'4.3 MI SW FROM PIGEON FIRGE.
 FB2059'4 MILES SOUTHWEST ALONG THE LITTLE COVE CREEK ROAD FROM THE
 FB2059'POST OFFICE AT PIGEON FORGE, 250 FEET WEST OF THE JUNCTION OF A
 FB2059'ROAD LEADING NORTH AND BACK TO PIGEON FORGE, 40 FEET SOUTH OF
 FB2059'THE CENTERLINE OF THE ROAD, 82.8 FEET NORTHEAST OF AN 8-INCH
 FB2059'SYCAMORE TREE, 78.5 FEET SOUTHEAST OF A 12-INCH PINE TREE, 77.4
 FB2059'FEET SOUTH OF A 4-INCH PINE TREE, 4 FEET SOUTH OF THE CENTERLINE
 FB2059'OF LITTLE COVE CREEK, AND IN BEDROCK.  A STANDARD DISK, STAMPED
 FB2059'D 127 X.  NOTE-- CONTROL MARKER SIGN SET 2.5 FEET SOUTHWEST OF
 FB2059'MONUMENT.  BENCH MARK IS USUALLY UNDER WATER.
 FB2059
 FB2059                          STATION RECOVERY (1972)
 FB2059
 FB2059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2059'RECOVERED IN GOOD CONDITION.
 FB2059
 FB2059                          STATION RECOVERY (2004)
 FB2059
 FB2059'RECOVERY NOTE BY COE NASHVILLE 2004 (PNB)
 FB2059'RECOVERED AS DESCRIBED, MARK IS COVERED BY WATER MOST OF THE YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1795 ***********************************************************************
 GA1795  DESIGNATION -  D 129
 GA1795  PID         -  GA1795
 GA1795  STATE/COUNTY-  TN/HAMBLEN
 GA1795  USGS QUAD   -  MORRISTOWN (1979)
 GA1795
 GA1795                         *CURRENT SURVEY CONTROL
 GA1795  ___________________________________________________________________
 GA1795* NAD 83(1986)-  36 12 23.     (N)    083 18 31.     (W)     SCALED    
 GA1795* NAVD 88     -       405.650  (meters)    1330.87   (feet)  POSTED    
 GA1795  ___________________________________________________________________
 GA1795  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1795  DYNAMIC HT  -         405.280 (meters)    1329.66  (feet)  COMP
 GA1795  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1795
 GA1795  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA1795
 GA1795.The horizontal coordinates were scaled from a topographic map and have
 GA1795.an estimated accuracy of +/- 6 seconds.
 GA1795
 GA1795.The orthometric height was determined by differential leveling
 GA1795.and adjusted by the National Geodetic Survey in 1992..
 GA1795.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA1795.rate of 0.0 thru 1.0 mm/km.
 GA1795
 GA1795.The geoid height was determined by GEOID03.
 GA1795
 GA1795.The dynamic height is computed by dividing the NAVD 88
 GA1795.geopotential number by the normal gravity value computed on the
 GA1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1795.degrees latitude (g = 980.6199 gals.).
 GA1795
 GA1795.The modeled gravity was interpolated from observed gravity values.
 GA1795
 GA1795;                    North         East    Units  Estimated Accuracy
 GA1795;SPC TN       -   211,140.      841,990.      MT  (+/- 180 meters Scaled)
 GA1795
 GA1795                          SUPERSEDED SURVEY CONTROL
 GA1795
 GA1795  NGVD 29 (??/??/92)  405.773  (m)         1331.27   (f) ADJ UNCH    1 2
 GA1795
 GA1795.Superseded values are not recommended for survey control.
 GA1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1795.See file dsdata.txt to determine how the superseded data were derived.
 GA1795
 GA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA924093(NAD 83)
 GA1795_MARKER: DB = BENCH MARK DISK
 GA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1795_STAMPING: D 129 1936
 GA1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1795+STABILITY: SURFACE MOTION
 GA1795
 GA1795  HISTORY     - Date     Condition        Report By
 GA1795  HISTORY     - 1936     MONUMENTED       CGS
 GA1795  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA1795  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1795
 GA1795                          STATION DESCRIPTION
 GA1795
 GA1795'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA1795'0.9 MI SW FROM MORRISTOWN.
 GA1795'0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA1795'AT MORRISTOWN, 50 YARDS SOUTH OF THE SOUTH CORNER OF THE
 GA1795'MORRISTOWN TOBACCO WAREHOUSE, 54 FEET FROM THE CENTER OF THE
 GA1795'INTERSECTION OF TWO PAVED ROADS OPPOSITE A GULF REFINING
 GA1795'DISTRIBUTION STATION, ACROSS MAIN STREET FROM THE WEST MAIN STREET
 GA1795'GULF SERVICE STATION, 24.2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GA1795'AND 14.9 FEET SOUTHEAST OF THE EAST CURB OF MAIN STREET.  A
 GA1795'STANDARD DISK, STAMPED D 129 1936 AND SET IN THE TOP OF A CONCRETE
 GA1795'POST.
 GA1795
 GA1795                          STATION RECOVERY (1967)
 GA1795
 GA1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0767 ***********************************************************************
 GD0767  DESIGNATION -  D 13
 GD0767  PID         -  GD0767
 GD0767  STATE/COUNTY-  TN/LAKE
 GD0767  USGS QUAD   -  RIDGELY (1981)
 GD0767
 GD0767                         *CURRENT SURVEY CONTROL
 GD0767  ___________________________________________________________________
 GD0767* NAD 83(1986)-  36 21 44.     (N)    089 25 58.     (W)     SCALED    
 GD0767* NAVD 88     -        88.871  (meters)     291.57   (feet)  ADJUSTED  
 GD0767  ___________________________________________________________________
 GD0767  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0767  DYNAMIC HT  -          88.800 (meters)     291.34  (feet)  COMP
 GD0767  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GD0767
 GD0767  VERT ORDER  -  SECOND    CLASS 0
 GD0767
 GD0767.The horizontal coordinates were scaled from a topographic map and have
 GD0767.an estimated accuracy of +/- 6 seconds.
 GD0767
 GD0767.The orthometric height was determined by differential leveling
 GD0767.and adjusted by the National Geodetic Survey in June 1991..
 GD0767
 GD0767.The geoid height was determined by GEOID03.
 GD0767
 GD0767.The dynamic height is computed by dividing the NAVD 88
 GD0767.geopotential number by the normal gravity value computed on the
 GD0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0767.degrees latitude (g = 980.6199 gals.).
 GD0767
 GD0767.The modeled gravity was interpolated from observed gravity values.
 GD0767
 GD0767;                    North         East    Units  Estimated Accuracy
 GD0767;SPC TN       -   230,510.      291,980.      MT  (+/- 180 meters Scaled)
 GD0767
 GD0767                          SUPERSEDED SURVEY CONTROL
 GD0767
 GD0767  NGVD 29 (??/??/??)   88.808  (m)          291.36   (f) ADJUSTED    2 0
 GD0767
 GD0767.Superseded values are not recommended for survey control.
 GD0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0767.See file dsdata.txt to determine how the superseded data were derived.
 GD0767
 GD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF817268(NAD 83)
 GD0767_MARKER: DB = BENCH MARK DISK
 GD0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0767_STAMPING: D 13 1935
 GD0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0767+STABILITY: SURFACE MOTION
 GD0767
 GD0767  HISTORY     - Date     Condition        Report By
 GD0767  HISTORY     - 1935     MONUMENTED       CGS
 GD0767  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0767
 GD0767                          STATION DESCRIPTION
 GD0767
 GD0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0767'2.8 MI E FROM TIPTONVILLE.
 GD0767'2.8 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 GD0767'AT TIPTONVILLE, LAKE COUNTY, 0.1 MILE SOUTH OF REELFOOT STATE
 GD0767'PARK, NEAR REELFOOT LAKE, SOUTHWEST OF A GENERAL STORE AND A
 GD0767'SERVICE STATION, AT THE JUNCTION OF A ROAD LEADING SOUTH, 69 FEET
 GD0767'WEST OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTHWEST OF THE
 GD0767'CENTERLINE OF THE HIGHWAY, AND AT THE SOUTHEAST CORNER OF A YARD
 GD0767'ENCLOSED BY A PICKET FENCE.  A STANDARD DISK, STAMPED D 13 1935
 GD0767'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM BELIEVED TO
 GD0767'BE COVERED BY 1-3 IN OF BLACKTOP.
 GD0767
 GD0767                          STATION RECOVERY (1963)
 GD0767
 GD0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2222 ***********************************************************************
 GA2222  DESIGNATION -  D 130
 GA2222  PID         -  GA2222
 GA2222  STATE/COUNTY-  TN/KNOX
 GA2222  USGS QUAD   -  JOHN SEVIER (1992)
 GA2222
 GA2222                         *CURRENT SURVEY CONTROL
 GA2222  ___________________________________________________________________
 GA2222* NAD 83(1986)-  36 03 34.     (N)    083 45 23.     (W)     SCALED    
 GA2222* NAVD 88     -       265.085  (meters)     869.70   (feet)  POSTED    
 GA2222  ___________________________________________________________________
 GA2222  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2222  DYNAMIC HT  -         264.840 (meters)     868.90  (feet)  COMP
 GA2222  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA2222
 GA2222  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2222
 GA2222.The horizontal coordinates were scaled from a topographic map and have
 GA2222.an estimated accuracy of +/- 6 seconds.
 GA2222
 GA2222.The orthometric height was determined by differential leveling
 GA2222.and adjusted by the National Geodetic Survey in 1992..
 GA2222.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2222.rate of 0.0 thru 1.0 mm/km.
 GA2222
 GA2222.The geoid height was determined by GEOID03.
 GA2222
 GA2222.The dynamic height is computed by dividing the NAVD 88
 GA2222.geopotential number by the normal gravity value computed on the
 GA2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2222.degrees latitude (g = 980.6199 gals.).
 GA2222
 GA2222.The modeled gravity was interpolated from observed gravity values.
 GA2222
 GA2222;                    North         East    Units  Estimated Accuracy
 GA2222;SPC TN       -   193,830.      802,110.      MT  (+/- 180 meters Scaled)
 GA2222
 GA2222                          SUPERSEDED SURVEY CONTROL
 GA2222
 GA2222  NGVD 29 (??/??/92)  265.215  (m)          870.13   (f) ADJ UNCH    1 2
 GA2222
 GA2222.Superseded values are not recommended for survey control.
 GA2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2222.See file dsdata.txt to determine how the superseded data were derived.
 GA2222
 GA2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV517940(NAD 83)
 GA2222_MARKER: DD = SURVEY DISK
 GA2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2222_STAMPING: D 130 1936
 GA2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2222+STABILITY: SURFACE MOTION
 GA2222
 GA2222  HISTORY     - Date     Condition        Report By
 GA2222  HISTORY     - 1936     MONUMENTED       SOURR
 GA2222  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2222  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2222
 GA2222                          STATION DESCRIPTION
 GA2222
 GA2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2222'1.6 MI SW FROM MASCOT.
 GA2222'1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2222'AT MASCOT, KNOX COUNTY, 400 FEET NORTH OF HOLSTON RIVER, 6
 GA2222'POWER-TRANSMISSION LINE POLES EAST OF A RAILROAD SIGNAL STAND,
 GA2222'5-1/2 POLES WEST OF A CUT, 3-1/2 POLES NORTHWEST OF A CULVERT
 GA2222'OVER ROSEBERRY CREEK, 6 RAILS NORTHWEST OF A GRADE CROSSING,
 GA2222'30.4 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 GA2222'A STANDARD DISK, STAMPED D 130 1936 AND SET IN A CONCRETE POST.
 GA2222
 GA2222                          STATION RECOVERY (1967)
 GA2222
 GA2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0003 ***********************************************************************
 FC0003  DESIGNATION -  D 131
 FC0003  PID         -  FC0003
 FC0003  STATE/COUNTY-  TN/MONROE
 FC0003  USGS QUAD   -  SWEETWATER (1989)
 FC0003
 FC0003                         *CURRENT SURVEY CONTROL
 FC0003  ___________________________________________________________________
 FC0003* NAD 83(1986)-  35 34 39.     (N)    084 28 54.     (W)     SCALED    
 FC0003* NAVD 88     -       287.433  (meters)     943.02   (feet)  ADJUSTED  
 FC0003  ___________________________________________________________________
 FC0003  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0003  DYNAMIC HT  -         287.153 (meters)     942.10  (feet)  COMP
 FC0003  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC0003
 FC0003  VERT ORDER  -  FIRST     CLASS I
 FC0003
 FC0003.The horizontal coordinates were scaled from a topographic map and have
 FC0003.an estimated accuracy of +/- 6 seconds.
 FC0003
 FC0003.The orthometric height was determined by differential leveling
 FC0003.and adjusted by the National Geodetic Survey in June 1991..
 FC0003
 FC0003.The geoid height was determined by GEOID03.
 FC0003
 FC0003.The dynamic height is computed by dividing the NAVD 88
 FC0003.geopotential number by the normal gravity value computed on the
 FC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0003.degrees latitude (g = 980.6199 gals.).
 FC0003
 FC0003.The modeled gravity was interpolated from observed gravity values.
 FC0003
 FC0003;                    North         East    Units  Estimated Accuracy
 FC0003;SPC TN       -   139,110.      737,610.      MT  (+/- 180 meters Scaled)
 FC0003
 FC0003                          SUPERSEDED SURVEY CONTROL
 FC0003
 FC0003  NGVD 29 (??/??/92)  287.504  (m)          943.25   (f) ADJ UNCH    1 1
 FC0003
 FC0003.Superseded values are not recommended for survey control.
 FC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0003.See file dsdata.txt to determine how the superseded data were derived.
 FC0003
 FC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE282400(NAD 83)
 FC0003_MARKER: DD = SURVEY DISK
 FC0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0003_STAMPING: D 131 1936
 FC0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0003+STABILITY: SURFACE MOTION
 FC0003
 FC0003  HISTORY     - Date     Condition        Report By
 FC0003  HISTORY     - 1936     MONUMENTED       TNGS
 FC0003  HISTORY     - 1968     GOOD             NGS
 FC0003
 FC0003                          STATION DESCRIPTION
 FC0003
 FC0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0003'2 MI SW FROM SWEETWATER.
 FC0003'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0003'STATION AT SWEETWATER, ABOUT 2 1/2 RAILS SOUTHWEST OF MILEPOST
 FC0003'174, ABOUT 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ON TOP OF
 FC0003'A HIGH CUT BETWEEN THE TRACK AND A PRIVATE ROAD LEADING TO A
 FC0003'ONE STORY WHITE FRAME HOUSE, 78 FEET WEST OF THE WEST LEG OF A
 FC0003'STEEL POWER LINE TOWER, 10 1/2 FEET NORTHWEST OF THE CENTER LINE
 FC0003'OF THE PRIVATE ROAD, 4 FEET NORTHEAST OF THE EXTENDED LINE OF A
 FC0003'SOUTHEAST-NORTHWEST FENCE LINE, 0.5 FOOT SOUTHEAST OF A METAL
 FC0003'WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT
 FC0003'2 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FC0003'CONCRETE POST 1/2 FOOT BELOW THE SURFACE OF THE GROUND.  NOTE--
 FC0003'ALSO MAY BE REACHED BY GOING ABOUT 2.3 MILE SOUTHWEST ALONG
 FC0003'U.S. HIGHWAY 11 FROM THE POST OFFICE AT SWEETWATER, THENCE 0.3
 FC0003'MILE SOUTH ALONG A BLACKTOP ROAD, THENCE 0.35 MILE NORTHEAST
 FC0003'ALONG THE SOUTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2006 ***********************************************************************
 FB2006  DESIGNATION -  D 132
 FB2006  PID         -  FB2006
 FB2006  STATE/COUNTY-  TN/BLOUNT
 FB2006  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2006
 FB2006                         *CURRENT SURVEY CONTROL
 FB2006  ___________________________________________________________________
 FB2006* NAD 83(1986)-  35 43 23.     (N)    083 56 19.     (W)     SCALED    
 FB2006* NAVD 88     -       312.557  (meters)    1025.45   (feet)  ADJUSTED  
 FB2006  ___________________________________________________________________
 FB2006  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB2006  DYNAMIC HT  -         312.260 (meters)    1024.47  (feet)  COMP
 FB2006  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FB2006
 FB2006  VERT ORDER  -  SECOND    CLASS 0
 FB2006
 FB2006.The horizontal coordinates were scaled from a topographic map and have
 FB2006.an estimated accuracy of +/- 6 seconds.
 FB2006
 FB2006.The orthometric height was determined by differential leveling
 FB2006.and adjusted by the National Geodetic Survey in June 1991..
 FB2006
 FB2006.The geoid height was determined by GEOID03.
 FB2006
 FB2006.The dynamic height is computed by dividing the NAVD 88
 FB2006.geopotential number by the normal gravity value computed on the
 FB2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2006.degrees latitude (g = 980.6199 gals.).
 FB2006
 FB2006.The modeled gravity was interpolated from observed gravity values.
 FB2006
 FB2006;                    North         East    Units  Estimated Accuracy
 FB2006;SPC TN       -   156,150.      786,490.      MT  (+/- 180 meters Scaled)
 FB2006
 FB2006                          SUPERSEDED SURVEY CONTROL
 FB2006
 FB2006  NGVD 29 (??/??/92)  312.670  (m)         1025.82   (f) ADJ UNCH    2 0
 FB2006
 FB2006.Superseded values are not recommended for survey control.
 FB2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2006.See file dsdata.txt to determine how the superseded data were derived.
 FB2006
 FB2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV341572(NAD 83)
 FB2006_MARKER: DB = BENCH MARK DISK
 FB2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2006_STAMPING: D 132 1935
 FB2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2006+STABILITY: SURFACE MOTION
 FB2006
 FB2006  HISTORY     - Date     Condition        Report By
 FB2006  HISTORY     - 1935     MONUMENTED       CGS
 FB2006
 FB2006                          STATION DESCRIPTION
 FB2006
 FB2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2006'2.8 MI SE FROM MARYVILLE.
 FB2006'2.8 MILES SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM THE COURTHOUSE
 FB2006'AT MARYVILLE, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 FB2006'LEADING SOUTHWEST, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 FB2006'AT A LUTHERAN CHURCH, 59.8 FEET NORTH-NORTHWEST OF A WOODEN
 FB2006'POWER-TRANSMISSION LINE POLE, 19.4 FEET NORTH OF THE WEST END OF
 FB2006'A STEEL CULVERT, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 36
 FB2006'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL FRAME CHURCH,
 FB2006'AND 1 FOOT EAST OF A BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED
 FB2006'D 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2266 ***********************************************************************
 GA2266  DESIGNATION -  D 132
 GA2266  PID         -  GA2266
 GA2266  STATE/COUNTY-  TN/UNION
 GA2266  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2266
 GA2266                         *CURRENT SURVEY CONTROL
 GA2266  ___________________________________________________________________
 GA2266* NAD 83(1986)-  36 15 58.     (N)    083 50 20.     (W)     SCALED    
 GA2266* NAVD 88     -       335.197  (meters)    1099.73   (feet)  ADJUSTED  
 GA2266  ___________________________________________________________________
 GA2266  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2266  DYNAMIC HT  -         334.894 (meters)    1098.73  (feet)  COMP
 GA2266  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 GA2266
 GA2266  VERT ORDER  -  SECOND    CLASS 0
 GA2266
 GA2266.The horizontal coordinates were scaled from a topographic map and have
 GA2266.an estimated accuracy of +/- 6 seconds.
 GA2266
 GA2266.The orthometric height was determined by differential leveling
 GA2266.and adjusted by the National Geodetic Survey in June 1991..
 GA2266
 GA2266.The geoid height was determined by GEOID03.
 GA2266
 GA2266.The dynamic height is computed by dividing the NAVD 88
 GA2266.geopotential number by the normal gravity value computed on the
 GA2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2266.degrees latitude (g = 980.6199 gals.).
 GA2266
 GA2266.The modeled gravity was interpolated from observed gravity values.
 GA2266
 GA2266;                    North         East    Units  Estimated Accuracy
 GA2266;SPC TN       -   216,590.      794,180.      MT  (+/- 180 meters Scaled)
 GA2266
 GA2266                          SUPERSEDED SURVEY CONTROL
 GA2266
 GA2266  NGVD 29 (??/??/92)  335.292  (m)         1100.04   (f) ADJ UNCH    2 0
 GA2266
 GA2266.Superseded values are not recommended for survey control.
 GA2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2266.See file dsdata.txt to determine how the superseded data were derived.
 GA2266
 GA2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA449172(NAD 83)
 GA2266_MARKER: DB = BENCH MARK DISK
 GA2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2266_STAMPING: D 132 1936
 GA2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2266+STABILITY: SURFACE MOTION
 GA2266
 GA2266  HISTORY     - Date     Condition        Report By
 GA2266  HISTORY     - 1936     MONUMENTED       CGS
 GA2266  HISTORY     - 1949     GOOD             NGS
 GA2266  HISTORY     - 1968     MARK NOT FOUND   TNDT
 GA2266
 GA2266                          STATION DESCRIPTION
 GA2266
 GA2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2266'2.6 MI W FROM ESCO.
 GA2266'2.6 MILES WEST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2266'AT ESCO, UNION COUNTY, 1.1 MILES EAST OF AN OLD CHURCH, 150
 GA2266'YARDS EAST OF A BRIDGE OVER CROOKED CREEK, OPPOSITE A SHARP BEND
 GA2266'IN CROOKED CREEK, 134 FEET NORTHEAST OF THE CENTER OF THE
 GA2266'JUNCTION OF THE MALOLE GAP ROAD, 114 FEET WEST OF A SMALL WOODEN
 GA2266'DRAINAGE BRIDGE, AT BUCKNER SCHOOL, 85 FEET NORTHWEST OF THE
 GA2266'NORTHWEST CORNER OF THE SCHOOLHOUSE, 25 FEET SOUTHEAST OF THE
 GA2266'CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A WIRE FENCE, AND NEAR
 GA2266'A STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK,
 GA2266'STAMPED D 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
 GA2266
 GA2266                          STATION RECOVERY (1968)
 GA2266
 GA2266'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA2266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0134 ***********************************************************************
 FC0134  DESIGNATION -  D 133
 FC0134  PID         -  FC0134
 FC0134  STATE/COUNTY-  TN/LOUDON
 FC0134  USGS QUAD   -  LENOIR CITY (1986)
 FC0134
 FC0134                         *CURRENT SURVEY CONTROL
 FC0134  ___________________________________________________________________
 FC0134* NAD 83(1986)-  35 49 30.     (N)    084 17 22.     (W)     SCALED    
 FC0134* NAVD 88     -       284.377  (meters)     932.99   (feet)  ADJUSTED  
 FC0134  ___________________________________________________________________
 FC0134  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0134  DYNAMIC HT  -         284.106 (meters)     932.10  (feet)  COMP
 FC0134  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC0134
 FC0134  VERT ORDER  -  SECOND    CLASS 0
 FC0134
 FC0134.The horizontal coordinates were scaled from a topographic map and have
 FC0134.an estimated accuracy of +/- 6 seconds.
 FC0134
 FC0134.The orthometric height was determined by differential leveling
 FC0134.and adjusted by the National Geodetic Survey in June 1991..
 FC0134
 FC0134.The geoid height was determined by GEOID03.
 FC0134
 FC0134.The dynamic height is computed by dividing the NAVD 88
 FC0134.geopotential number by the normal gravity value computed on the
 FC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0134.degrees latitude (g = 980.6199 gals.).
 FC0134
 FC0134.The modeled gravity was interpolated from observed gravity values.
 FC0134
 FC0134;                    North         East    Units  Estimated Accuracy
 FC0134;SPC TN       -   166,850.      754,550.      MT  (+/- 180 meters Scaled)
 FC0134
 FC0134                          SUPERSEDED SURVEY CONTROL
 FC0134
 FC0134  NGVD 29 (??/??/92)  284.488  (m)          933.36   (f) ADJ UNCH    2 0
 FC0134
 FC0134.Superseded values are not recommended for survey control.
 FC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0134.See file dsdata.txt to determine how the superseded data were derived.
 FC0134
 FC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE448679(NAD 83)
 FC0134_MARKER: DD = SURVEY DISK
 FC0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0134_STAMPING: D 133 1936
 FC0134_MARK LOGO: TVA   
 FC0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0134+STABILITY: SURFACE MOTION
 FC0134
 FC0134  HISTORY     - Date     Condition        Report By
 FC0134  HISTORY     - 1936     MONUMENTED       TVA
 FC0134  HISTORY     - 1961     GOOD             NGS
 FC0134
 FC0134                          STATION DESCRIPTION
 FC0134
 FC0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0134'1 MI S FROM EATON CROSSROADS.
 FC0134'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0134'EATON SCHOOL, GO 1.0 MILE SOUTH ON STATE HIGHWAY 95 TO A SMALL
 FC0134'HOUSE ON THE WEST SIDE OF THE HIGHWAY.  THE BENCH MARK IS ABOUT
 FC0134'0.1 MILE SOUTH OF A SMALL CREEK UNDER THE HIGHWAY, 22 FT. WEST OF
 FC0134'THE CENTER OF STATE HIGHWAY 95, 13 FT. NORTH OF THE CENTER OF
 FC0134'THE DRIVE LEADING TO THE HOUSE, AND 1.8 FT. SOUTH OF A WITNESS
 FC0134'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0134'2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0726 ***********************************************************************
 GD0726  DESIGNATION -  D 134
 GD0726  PID         -  GD0726
 GD0726  STATE/COUNTY-  TN/LAKE
 GD0726  USGS QUAD   -  TIPTONVILLE (1981)
 GD0726
 GD0726                         *CURRENT SURVEY CONTROL
 GD0726  ___________________________________________________________________
 GD0726* NAD 83(1986)-  36 24 25.     (N)    089 28 31.     (W)     SCALED    
 GD0726* NAVD 88     -        92.327  (meters)     302.91   (feet)  POSTED    
 GD0726  ___________________________________________________________________
 GD0726  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0726  DYNAMIC HT  -          92.250 (meters)     302.66  (feet)  COMP
 GD0726  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GD0726
 GD0726  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0726
 GD0726.The horizontal coordinates were scaled from a topographic map and have
 GD0726.an estimated accuracy of +/- 6 seconds.
 GD0726
 GD0726.The orthometric height was determined by differential leveling
 GD0726.and adjusted by the National Geodetic Survey in 1992..
 GD0726.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0726.rate of 1.1 thru 2.0 mm/km.
 GD0726
 GD0726.The geoid height was determined by GEOID03.
 GD0726
 GD0726.The dynamic height is computed by dividing the NAVD 88
 GD0726.geopotential number by the normal gravity value computed on the
 GD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0726.degrees latitude (g = 980.6199 gals.).
 GD0726
 GD0726.The modeled gravity was interpolated from observed gravity values.
 GD0726
 GD0726;                    North         East    Units  Estimated Accuracy
 GD0726;SPC TN       -   235,600.      288,340.      MT  (+/- 180 meters Scaled)
 GD0726
 GD0726                          SUPERSEDED SURVEY CONTROL
 GD0726
 GD0726  NGVD 29 (??/??/??)   92.248  (m)          302.65   (f) ADJUSTED    1 2
 GD0726
 GD0726.Superseded values are not recommended for survey control.
 GD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0726.See file dsdata.txt to determine how the superseded data were derived.
 GD0726
 GD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF780319(NAD 83)
 GD0726_MARKER: DB = BENCH MARK DISK
 GD0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0726_STAMPING: D 134 1957
 GD0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0726+STABILITY: SURFACE MOTION
 GD0726
 GD0726  HISTORY     - Date     Condition        Report By
 GD0726  HISTORY     - 1957     MONUMENTED       CGS
 GD0726  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0726
 GD0726                          STATION DESCRIPTION
 GD0726
 GD0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0726'2.1 MI N FROM TIPTONVILLE.
 GD0726'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0726'OF STATE HIGHWAY 21 AT TIPTONVILLE, 0.9 MILE SOUTH OF AN EAST-WEST
 GD0726'GRAVEL CROSSROAD, AT A FARM HOUSE, 34 FEET EAST OF CENTER LINE
 GD0726'OF HIGHWAY, 114 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE,
 GD0726'160 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF A WOODEN BRIDGE
 GD0726'OVER A DRAINAGE DITCH, 6 1/2 FEET EAST OF A TELEPHONE POLE, 1
 GD0726'FOOT NORTH OF A FENCE LINE, 66 FEET SOUTH OF CENTER LINE OF DRIVE
 GD0726'TO HOUSE, 1 1/2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT
 GD0726'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0726'3 INCHES.
 GD0726
 GD0726                          STATION RECOVERY (2002)
 GD0726
 GD0726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0811 ***********************************************************************
 GD0811  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0811  DESIGNATION -  D 135
 GD0811  PID         -  GD0811
 GD0811  STATE/COUNTY-  TN/DYER
 GD0811  USGS QUAD   -  DYERSBURG (1983)
 GD0811
 GD0811                         *CURRENT SURVEY CONTROL
 GD0811  ___________________________________________________________________
 GD0811* NAD 83(1995)-  36 02 09.57826(N)    089 24 42.06794(W)     ADJUSTED  
 GD0811* NAVD 88     -        84.20   (meters)     276.2    (feet)  GPS OBS   
 GD0811  ___________________________________________________________________
 GD0811  X           -      53,020.020 (meters)                     COMP
 GD0811  Y           -  -5,163,423.288 (meters)                     COMP
 GD0811  Z           -   3,731,454.976 (meters)                     COMP
 GD0811  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD0811  ELLIP HEIGHT-          55.98  (meters)          (04/05/04) GPS OBS
 GD0811  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0811  DYNAMIC HT  -          84.13  (meters)     276.0   (feet)  COMP
 GD0811  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GD0811
 GD0811  HORZ ORDER  -  B
 GD0811  VERT ORDER  -  THIRD (See Below)
 GD0811  ELLP ORDER  -  FOURTH    CLASS I
 GD0811
 GD0811.The horizontal coordinates were established by GPS observations
 GD0811.and adjusted by the National Geodetic Survey in April 2004..
 GD0811
 GD0811.The orthometric height was determined by GPS observations and a
 GD0811.high-resolution geoid model using precise GPS observation and
 GD0811.processing techniques. It supersedes the leveled height previously
 GD0811.determined for this station.
 GD0811.The vertical order pertains to the first NAVD 88 superseded value.
 GD0811
 GD0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0811
 GD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0811
 GD0811.The ellipsoidal height was determined by GPS observations
 GD0811.and is referenced to NAD 83.
 GD0811
 GD0811.The geoid height was determined by GEOID03.
 GD0811
 GD0811.The dynamic height is computed by dividing the NAVD 88
 GD0811.geopotential number by the normal gravity value computed on the
 GD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0811.degrees latitude (g = 980.6199 gals.).
 GD0811
 GD0811.The modeled gravity was interpolated from observed gravity values.
 GD0811
 GD0811;                    North         East     Units Scale Factor Converg.
 GD0811;SPC TN       -   194,267.560   292,605.925   MT  0.99995459   -1 59 50.4
 GD0811;SPC TN       -   637,359.49    959,991.27   sFT  0.99995459   -1 59 50.4
 GD0811;UTM  16      - 3,990,631.837   282,719.409   MT  1.00018176   -1 25 09.6
 GD0811
 GD0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0811!SPC TN       -   0.99999121  x   0.99995459  =   0.99994580
 GD0811!UTM  16      -   0.99999121  x   1.00018176  =   1.00017297
 GD0811
 GD0811                          SUPERSEDED SURVEY CONTROL
 GD0811
 GD0811  NAVD 88 (06/15/91)   84.182  (m)          276.19   (f) ADJUSTED    2 0
 GD0811  NGVD 29 (??/??/??)   84.110  (m)          275.95   (f) ADJUSTED    2 0
 GD0811
 GD0811.Superseded values are not recommended for survey control.
 GD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0811.See file dsdata.txt to determine how the superseded data were derived.
 GD0811
 GD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8271990632(NAD 83)
 GD0811_MARKER: DB = BENCH MARK DISK
 GD0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0811_SP_SET: CULVERT
 GD0811_STAMPING: D 135 1957
 GD0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0811+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 GD0811
 GD0811  HISTORY     - Date     Condition        Report By
 GD0811  HISTORY     - 1957     MONUMENTED       CGS
 GD0811  HISTORY     - 20020419 GOOD             USACE
 GD0811  HISTORY     - 20020419 GOOD             USACE
 GD0811
 GD0811                          STATION DESCRIPTION
 GD0811
 GD0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0811'1.4 MI W FROM DYERSBURG.
 GD0811'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 GD0811'AT DYERSBURG, AT JUNCTION OF HIGHWAY 20 AND U.S. HIGHWAY 51
 GD0811'BY-PASS (PRESENTLY UNDER CONSTRUCTION), IN THE TOP OF THE NORTH
 GD0811'END OF THE EAST 15-FOOT CONCRETE HEAD WALL OF A 48-INCH PIPE
 GD0811'CULVERT UNDERCONNECTING ROAD BETWEEN HIGHWAY 20 AND BY-PASS,
 GD0811'254 FEET NORTH OF CENTER LINE OF CENTER LINE OF HIGHWAY 20, 26
 GD0811'FEET EAST OF CENTER LINE OF CONNECTING LANE, 69 FEET SOUTHEAST
 GD0811'OF CENTER LINE OF NORTH BOUND LANE OF HIGHWAY 51 BY-PASS AND ABOUT
 GD0811'LEVEL WITH ROADS.
 GD0811
 GD0811                          STATION RECOVERY (2002)
 GD0811
 GD0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0811'RECOVERED IN GOOD CONDITION.
 GD0811
 GD0811                          STATION RECOVERY (2002)
 GD0811
 GD0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0811'STATE HWY 20 IS NOW STATE HWY 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0387 ***********************************************************************
 GD0387  DESIGNATION -  D 14
 GD0387  PID         -  GD0387
 GD0387  STATE/COUNTY-  TN/WEAKLEY
 GD0387  USGS QUAD   -  GARDNER (1985)
 GD0387
 GD0387                         *CURRENT SURVEY CONTROL
 GD0387  ___________________________________________________________________
 GD0387* NAD 83(1986)-  36 22 09.     (N)    088 55 23.     (W)     SCALED    
 GD0387* NAVD 88     -       100.530  (meters)     329.82   (feet)  ADJUSTED  
 GD0387  ___________________________________________________________________
 GD0387  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0387  DYNAMIC HT  -         100.449 (meters)     329.56  (feet)  COMP
 GD0387  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GD0387
 GD0387  VERT ORDER  -  SECOND    CLASS 0
 GD0387
 GD0387.The horizontal coordinates were scaled from a topographic map and have
 GD0387.an estimated accuracy of +/- 6 seconds.
 GD0387
 GD0387.The orthometric height was determined by differential leveling
 GD0387.and adjusted by the National Geodetic Survey in June 1991..
 GD0387
 GD0387.The geoid height was determined by GEOID03.
 GD0387
 GD0387.The dynamic height is computed by dividing the NAVD 88
 GD0387.geopotential number by the normal gravity value computed on the
 GD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0387.degrees latitude (g = 980.6199 gals.).
 GD0387
 GD0387.The modeled gravity was interpolated from observed gravity values.
 GD0387
 GD0387;                    North         East    Units  Estimated Accuracy
 GD0387;SPC TN       -   229,800.      337,720.      MT  (+/- 180 meters Scaled)
 GD0387
 GD0387                          SUPERSEDED SURVEY CONTROL
 GD0387
 GD0387  NGVD 29 (??/??/??)  100.535  (m)          329.84   (f) ADJUSTED    2 0
 GD0387
 GD0387.Superseded values are not recommended for survey control.
 GD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0387.See file dsdata.txt to determine how the superseded data were derived.
 GD0387
 GD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF274266(NAD 83)
 GD0387_MARKER: DB = BENCH MARK DISK
 GD0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0387_SP_SET: CONCRETE BASE
 GD0387_STAMPING: D 14 1935
 GD0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0387
 GD0387  HISTORY     - Date     Condition        Report By
 GD0387  HISTORY     - 1935     MONUMENTED       CGS
 GD0387  HISTORY     - 1967     GOOD             CGS
 GD0387  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0387
 GD0387                          STATION DESCRIPTION
 GD0387
 GD0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0387'4.4 MI W FROM MARTIN.
 GD0387'THE MARK IS 4.4 MILES WEST ALONG STATE ROUTE 22 FROM MARTIN, AT
 GD0387'A THREE-SPAN, SKEW, CONCRETE BRIDGE, AND IN THE TOP OF THE EAST
 GD0387'END OF THE CONCRETE BASE OF THE SOUTH RAIL.  A STANDARD DISK
 GD0387'CEMENTED IN A DRILL HOLE AND THE DISK IS STAMPED D 14 1935.
 GD0387'NOTE-- HOWEVER, A DISCREPANCY WAS NOTED IN THE MILEAGE FROM
 GD0387'MARTIN TO THE MARK.
 GD0387
 GD0387                          STATION RECOVERY (2002)
 GD0387
 GD0387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0387'MARK DESTROYED. BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0902 ***********************************************************************
 FC0902  DESIGNATION -  D 142
 FC0902  PID         -  FC0902
 FC0902  STATE/COUNTY-  TN/CUMBERLAND
 FC0902  USGS QUAD   -  CARDIFF (1990)
 FC0902
 FC0902                         *CURRENT SURVEY CONTROL
 FC0902  ___________________________________________________________________
 FC0902* NAD 83(1995)-  35 55 04.66688(N)    084 41 53.34924(W)     ADJUSTED  
 FC0902* NAVD 88     -       501.860  (meters)    1646.52   (feet)  ADJUSTED  
 FC0902  ___________________________________________________________________
 FC0902  X           -     477,881.442 (meters)                     COMP
 FC0902  Y           -  -5,149,600.234 (meters)                     COMP
 FC0902  Z           -   3,721,100.625 (meters)                     COMP
 FC0902  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 FC0902  ELLIP HEIGHT-         472.19  (meters)          (01/28/03) GPS OBS
 FC0902  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC0902  DYNAMIC HT  -         501.391 (meters)    1644.98  (feet)  COMP
 FC0902  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0902
 FC0902  HORZ ORDER  -  FIRST
 FC0902  VERT ORDER  -  SECOND    CLASS 0
 FC0902  ELLP ORDER  -  FIRST     CLASS I
 FC0902
 FC0902.This mark is at Rockwood Airport (RKW)
 FC0902
 FC0902.The horizontal coordinates were established by GPS observations
 FC0902.and adjusted by the National Geodetic Survey in January 2003..
 FC0902
 FC0902.The orthometric height was determined by differential leveling
 FC0902.and adjusted by the National Geodetic Survey in June 1991..
 FC0902
 FC0902.Photographs are available for this station.
 FC0902
 FC0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0902
 FC0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0902
 FC0902.The ellipsoidal height was determined by GPS observations
 FC0902.and is referenced to NAD 83.
 FC0902
 FC0902.The geoid height was determined by GEOID03.
 FC0902
 FC0902.The dynamic height is computed by dividing the NAVD 88
 FC0902.geopotential number by the normal gravity value computed on the
 FC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0902.degrees latitude (g = 980.6199 gals.).
 FC0902
 FC0902.The modeled gravity was interpolated from observed gravity values.
 FC0902
 FC0902;                    North         East     Units Scale Factor Converg.
 FC0902;SPC TN       -   176,594.664   717,491.413   MT  0.99994947   +0 45 43.8
 FC0902;SPC TN       -   579,377.66  2,353,969.74   sFT  0.99994947   +0 45 43.8
 FC0902;UTM  16      - 3,977,297.588   707,692.260   MT  1.00013155   +1 21 02.9
 FC0902
 FC0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0902!SPC TN       -   0.99992589  x   0.99994947  =   0.99987537
 FC0902!UTM  16      -   0.99992589  x   1.00013155  =   1.00005744
 FC0902
 FC0902                          SUPERSEDED SURVEY CONTROL
 FC0902
 FC0902  NAVD 88 (01/28/03)  501.86   (m)         1646.5    (f) LEVELING    3  
 FC0902  NGVD 29 (??/??/92)  501.960  (m)         1646.85   (f) ADJ UNCH    2 0
 FC0902
 FC0902.Superseded values are not recommended for survey control.
 FC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0902.See file dsdata.txt to determine how the superseded data were derived.
 FC0902
 FC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0769277298(NAD 83)
 FC0902_MARKER: DB = BENCH MARK DISK
 FC0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0902_STAMPING: D 142 1967
 FC0902_MARK LOGO: CGS   
 FC0902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0902+STABILITY: SURFACE MOTION
 FC0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0902+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 FC0902
 FC0902  HISTORY     - Date     Condition        Report By
 FC0902  HISTORY     - 1967     MONUMENTED       CGS
 FC0902  HISTORY     - 1972     GOOD             TVA
 FC0902  HISTORY     - 20020207 GOOD             NGS
 FC0902  HISTORY     - 20060304 GOOD             CAS
 FC0902
 FC0902                          STATION DESCRIPTION
 FC0902
 FC0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0902'3 MI N FROM ROCKWOOD.
 FC0902'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.,
 FC0902'FOR 0.6 MILE, THEN TURN RIGHT ON SPRING ST., AND GO .75 MILE TO
 FC0902'INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE LEFT
 FC0902'FORK (NORTHWEST) 1.25 MILES TO FORK, TURN RIGHT (NORTH) 1.15
 FC0902'MILES TO CROSSROAD GO RIGHT 0.3 MILES TO AIRPORT AND STATION
 FC0902'SITE.  THE STATION IS 4.4 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF
 FC0902'SIDEWALK, 4.8 FT. NORTHEAST OF NORTHEAST EDGE OF SIDEWALK, 5.6
 FC0902'FT. NORTHWEST OF NORTHWEST EDGE OF RAMP, AND 26.4 FT. SOUTHEAST
 FC0902'OF FRONT OF TERMINAL BUILDING.  STATION IS IN CENTER OF GRASS
 FC0902'AREA BETWEEN SIDEWALKS.
 FC0902
 FC0902                          STATION RECOVERY (1972)
 FC0902
 FC0902'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0902'RECOVERED IN GOOD CONDITION.
 FC0902
 FC0902                          STATION RECOVERY (2002)
 FC0902
 FC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC0902'THIS STATION IS ABOUT 3 MILES NORTHWEST OF THE TOWN OF ROCKWOOD, TN.
 FC0902'THE STATION IS
 FC0902'LOCATED AT THE ROCKWOOD MUNICIPAL AIRPORT (RKW) ON THE NORTH EAST
 FC0902'CORNER OF
 FC0902'TERMINAL ENTRANCE TO AIRCRAFT PARKING APRON.  OWNERSHIP IS THE TOWN OF
 FC0902'ROCKWOOD,P.O.
 FC0902'BOX 4,  ROCKWOOD, TN.  37854.  CONTACT AIRPORT MANAGER JEFF DIETZ
 FC0902'BEFORE ACESSING
 FC0902'AIRCRAFT MOVEMENT AREA.   PHONE (865) 354-3023.
 FC0902' 
 FC0902'TO REACH THIS STATION FROM INTERSTATE 40 AND THE AIRPORT ROAD OVERPASS
 FC0902'FOR
 FC0902'INTERSTATE 40, GO NORTHEASTERLY ON AIRPORT ROAD FOR 1.4 MILES TO
 FC0902'AIRPORT ENTRANCE
 FC0902'ROAD ON RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.3 MILES TO PARKING AREA
 FC0902'AND GATE ON RIGHT.
 FC0902'CONTINUE AHEAD, NORTHEAST, THROUGH THE GATE ON PAVED ACCESS ROAD FOR
 FC0902'0.05 MILES TO
 FC0902'AIRCRAFT PARKING APRON. CONTINUE NORTHEAST ACROSS APRON 0.05 MILES TO
 FC0902'STATION ON LEFT.
 FC0902' 
 FC0902'THE STATION IS A CONCRETE POST SET FLUSH WITH THE GROUND AND IN THE
 FC0902'CENTER OF  A GRASS
 FC0902'AREA BETWEEN TWO SIDEWALKS OF TERMINAL ENTRANCE.  IT IS 26.4 FT
 FC0902'SOUTHEAST OF THE
 FC0902'TERMINAL BUILDING, 5.6 FT NORTHWEST OF THE NORTHWEST EDGE OF THE
 FC0902'APRON, 4.4 FEET
 FC0902'SOUTHWEST OF THE SOUTHWEST EDGE OF SIDEWALK, AND 4.8 FEET NORTHEAST OF
 FC0902'THE
 FC0902'NORTHEAST EDGE OF SIDEWALK.
 FC0902' 
 FC0902' 
 FC0902' 
 FC0902'
 FC0902
 FC0902                          STATION RECOVERY (2006)
 FC0902
 FC0902'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0828 ***********************************************************************
 FC0828  DESIGNATION -  D 15
 FC0828  PID         -  FC0828
 FC0828  STATE/COUNTY-  TN/RHEA
 FC0828  USGS QUAD   -  EVENSVILLE (1990)
 FC0828
 FC0828                         *CURRENT SURVEY CONTROL
 FC0828  ___________________________________________________________________
 FC0828* NAD 83(1986)-  35 31 08.     (N)    084 55 35.     (W)     SCALED    
 FC0828* NAVD 88     -       219.316  (meters)     719.54   (feet)  ADJUSTED  
 FC0828  ___________________________________________________________________
 FC0828  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0828  DYNAMIC HT  -         219.108 (meters)     718.86  (feet)  COMP
 FC0828  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FC0828
 FC0828  VERT ORDER  -  SECOND    CLASS 0
 FC0828
 FC0828.The horizontal coordinates were scaled from a topographic map and have
 FC0828.an estimated accuracy of +/- 6 seconds.
 FC0828
 FC0828.The orthometric height was determined by differential leveling
 FC0828.and adjusted by the National Geodetic Survey in June 1991..
 FC0828
 FC0828.The geoid height was determined by GEOID03.
 FC0828
 FC0828.The dynamic height is computed by dividing the NAVD 88
 FC0828.geopotential number by the normal gravity value computed on the
 FC0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0828.degrees latitude (g = 980.6199 gals.).
 FC0828
 FC0828.The modeled gravity was interpolated from observed gravity values.
 FC0828
 FC0828;                    North         East    Units  Estimated Accuracy
 FC0828;SPC TN       -   132,070.      697,380.      MT  (+/- 180 meters Scaled)
 FC0828
 FC0828                          SUPERSEDED SURVEY CONTROL
 FC0828
 FC0828  NGVD 29 (??/??/92)  219.394  (m)          719.80   (f) ADJ UNCH    2 0
 FC0828
 FC0828.Superseded values are not recommended for survey control.
 FC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0828.See file dsdata.txt to determine how the superseded data were derived.
 FC0828
 FC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE880325(NAD 83)
 FC0828_MARKER: DB = BENCH MARK DISK
 FC0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0828_SP_SET: CULVERT
 FC0828_STAMPING: D 15 1933
 FC0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0828
 FC0828  HISTORY     - Date     Condition        Report By
 FC0828  HISTORY     - 1933     MONUMENTED       CGS
 FC0828  HISTORY     - 1949     GOOD             NGS
 FC0828  HISTORY     - 1973     MARK NOT FOUND   TVA
 FC0828
 FC0828                          STATION DESCRIPTION
 FC0828
 FC0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0828'5.7 MI E FROM DAYTON.
 FC0828'5.7 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0828'BETWEEN THE TOWN AND TENNESSEE RIVER, 1.6 MILES WEST OF
 FC0828'WASHINGTON, AT A CONCRETE CULVERT OVER A DRY BRANCH, AND IN THE
 FC0828'TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL, ABOUT 1.4
 FC0828'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 15 1933.
 FC0828
 FC0828                          STATION RECOVERY (1973)
 FC0828
 FC0828'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1005 ***********************************************************************
 FE1005  DESIGNATION -  D 155
 FE1005  PID         -  FE1005
 FE1005  STATE/COUNTY-  TN/HARDEMAN
 FE1005  USGS QUAD   -  SAULSBURY (1981)
 FE1005
 FE1005                         *CURRENT SURVEY CONTROL
 FE1005  ___________________________________________________________________
 FE1005* NAD 83(1986)-  35 02 51.     (N)    089 03 49.     (W)     SCALED    
 FE1005* NAVD 88     -       167.549  (meters)     549.70   (feet)  ADJUSTED  
 FE1005  ___________________________________________________________________
 FE1005  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE1005  DYNAMIC HT  -         167.390 (meters)     549.18  (feet)  COMP
 FE1005  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 FE1005
 FE1005  VERT ORDER  -  FIRST     CLASS II
 FE1005
 FE1005.The horizontal coordinates were scaled from a topographic map and have
 FE1005.an estimated accuracy of +/- 6 seconds.
 FE1005
 FE1005.The orthometric height was determined by differential leveling
 FE1005.and adjusted by the National Geodetic Survey in June 1991..
 FE1005
 FE1005.The geoid height was determined by GEOID03.
 FE1005
 FE1005.The dynamic height is computed by dividing the NAVD 88
 FE1005.geopotential number by the normal gravity value computed on the
 FE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1005.degrees latitude (g = 980.6199 gals.).
 FE1005
 FE1005.The modeled gravity was interpolated from observed gravity values.
 FE1005
 FE1005;                    North         East    Units  Estimated Accuracy
 FE1005;SPC TN       -    83,610.      320,520.      MT  (+/- 180 meters Scaled)
 FE1005
 FE1005                          SUPERSEDED SURVEY CONTROL
 FE1005
 FE1005  NGVD 29 (??/??/??)  167.497  (m)          549.53   (f) ADJUSTED    1 2
 FE1005
 FE1005.Superseded values are not recommended for survey control.
 FE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1005.See file dsdata.txt to determine how the superseded data were derived.
 FE1005
 FE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD117802(NAD 83)
 FE1005_MARKER: DB = BENCH MARK DISK
 FE1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1005_SP_SET: CONCRETE BASE
 FE1005_STAMPING: D 155 1944
 FE1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1005
 FE1005  HISTORY     - Date     Condition        Report By
 FE1005  HISTORY     - 1944     MONUMENTED       CGS
 FE1005  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1005
 FE1005                          STATION DESCRIPTION
 FE1005
 FE1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1005'1.4 MI E FROM SAULSBURY.
 FE1005'1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1005'SAULSBURY, HARDEMAN COUNTY, 0.2 MILE EAST OF MILEPOST 493, AT
 FE1005'BLOCK SIGNAL 4927 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE1005'CONCRETE BASE, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 FE1005'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE1005'D 155 1944.
 FE1005
 FE1005                          STATION RECOVERY (1983)
 FE1005
 FE1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1005'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0557 ***********************************************************************
 FE0557  DESIGNATION -  D 156
 FE0557  PID         -  FE0557
 FE0557  STATE/COUNTY-  TN/MCNAIRY
 FE0557  USGS QUAD   -  GUYS (1983)
 FE0557
 FE0557                         *CURRENT SURVEY CONTROL
 FE0557  ___________________________________________________________________
 FE0557* NAD 83(1986)-  35 02 27.     (N)    088 34 01.     (W)     SCALED    
 FE0557* NAVD 88     -       133.148  (meters)     436.84   (feet)  ADJUSTED  
 FE0557  ___________________________________________________________________
 FE0557  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0557  DYNAMIC HT  -         133.022 (meters)     436.42  (feet)  COMP
 FE0557  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 FE0557
 FE0557  VERT ORDER  -  FIRST     CLASS II
 FE0557
 FE0557.The horizontal coordinates were scaled from a topographic map and have
 FE0557.an estimated accuracy of +/- 6 seconds.
 FE0557
 FE0557.The orthometric height was determined by differential leveling
 FE0557.and adjusted by the National Geodetic Survey in June 1991..
 FE0557
 FE0557.The geoid height was determined by GEOID03.
 FE0557
 FE0557.The dynamic height is computed by dividing the NAVD 88
 FE0557.geopotential number by the normal gravity value computed on the
 FE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0557.degrees latitude (g = 980.6199 gals.).
 FE0557
 FE0557.The modeled gravity was interpolated from observed gravity values.
 FE0557
 FE0557;                    North         East    Units  Estimated Accuracy
 FE0557;SPC TN       -    81,570.      365,800.      MT  (+/- 180 meters Scaled)
 FE0557
 FE0557                          SUPERSEDED SURVEY CONTROL
 FE0557
 FE0557  NGVD 29 (??/??/??)  133.135  (m)          436.79   (f) ADJUSTED    1 2
 FE0557
 FE0557.Superseded values are not recommended for survey control.
 FE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0557.See file dsdata.txt to determine how the superseded data were derived.
 FE0557
 FE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570786(NAD 83)
 FE0557_MARKER: DB = BENCH MARK DISK
 FE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0557_STAMPING: D 156 1944
 FE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0557+STABILITY: SURFACE MOTION
 FE0557
 FE0557  HISTORY     - Date     Condition        Report By
 FE0557  HISTORY     - 1944     MONUMENTED       CGS
 FE0557  HISTORY     - 1948     GOOD             CGS
 FE0557  HISTORY     - 1972     GOOD             TVA
 FE0557
 FE0557                          STATION DESCRIPTION
 FE0557
 FE0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0557'0.8 MI N FROM GUYS.
 FE0557'ABOUT 0.85 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0557'FROM THE STATION AT GUYS, ABOUT 85 YARDS NORTHWEST OF MILE POST
 FE0557'337, AT A PUBLIC ROAD CROSSING, 45 FEET SOUTHWEST OF THE
 FE0557'SOUTHWEST RAIL, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3
 FE0557'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 5.5 FEET SOUTHEAST
 FE0557'OF A CURVE WITH TANGENTS SOUTHEAST AND WEST, 3 FEET NORTHWEST
 FE0557'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 FE0557'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- TVA
 FE0557'POST AND SIGN SET 1.5 SW FROM STATION MONUMENT IS FLUSH WITH
 FE0557'GROUND.  (DELETE WOOD WITNESS POST.)
 FE0557
 FE0557                          STATION RECOVERY (1972)
 FE0557
 FE0557'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0964 ***********************************************************************
 FE0964  DESIGNATION -  D 157
 FE0964  PID         -  FE0964
 FE0964  STATE/COUNTY-  TN/FAYETTE
 FE0964  USGS QUAD   -  MOSCOW (1965)
 FE0964
 FE0964                         *CURRENT SURVEY CONTROL
 FE0964  ___________________________________________________________________
 FE0964* NAD 83(1986)-  35 03 18.     (N)    089 29 35.     (W)     SCALED    
 FE0964* NAVD 88     -        98.881  (meters)     324.41   (feet)  ADJUSTED  
 FE0964  ___________________________________________________________________
 FE0964  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0964  DYNAMIC HT  -          98.789 (meters)     324.11  (feet)  COMP
 FE0964  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FE0964
 FE0964  VERT ORDER  -  FIRST     CLASS II
 FE0964
 FE0964.The horizontal coordinates were scaled from a topographic map and have
 FE0964.an estimated accuracy of +/- 6 seconds.
 FE0964
 FE0964.The orthometric height was determined by differential leveling
 FE0964.and adjusted by the National Geodetic Survey in June 1991..
 FE0964
 FE0964.The geoid height was determined by GEOID03.
 FE0964
 FE0964.The dynamic height is computed by dividing the NAVD 88
 FE0964.geopotential number by the normal gravity value computed on the
 FE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0964.degrees latitude (g = 980.6199 gals.).
 FE0964
 FE0964.The modeled gravity was interpolated from observed gravity values.
 FE0964
 FE0964;                    North         East    Units  Estimated Accuracy
 FE0964;SPC TN       -    85,760.      281,390.      MT  (+/- 180 meters Scaled)
 FE0964
 FE0964                          SUPERSEDED SURVEY CONTROL
 FE0964
 FE0964  NGVD 29 (??/??/??)   98.826  (m)          324.23   (f) ADJUSTED    1 2
 FE0964
 FE0964.Superseded values are not recommended for survey control.
 FE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0964.See file dsdata.txt to determine how the superseded data were derived.
 FE0964
 FE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD726819(NAD 83)
 FE0964_MARKER: DB = BENCH MARK DISK
 FE0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0964_SP_SET: BLOCK SIGNAL
 FE0964_STAMPING: D 157 1944
 FE0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0964
 FE0964  HISTORY     - Date     Condition        Report By
 FE0964  HISTORY     - 1944     MONUMENTED       CGS
 FE0964  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0964
 FE0964                          STATION DESCRIPTION
 FE0964
 FE0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0964'5.3 MI W FROM MOSCOW.
 FE0964'5.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0964'MOSCOW, FAYETTE COUNTY, 140 FEET WEST OF MILEPOST 518, AT BLOCK
 FE0964'SIGNAL 5181 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 FE0964'BASE, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE0964'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 157
 FE0964'1944.
 FE0964
 FE0964                          STATION RECOVERY (1983)
 FE0964
 FE0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0964'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD TO STATE HIGHWAY
 FE0964'57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0546 ***********************************************************************
 FE0546  DESIGNATION -  D 158
 FE0546  PID         -  FE0546
 FE0546  STATE/COUNTY-  TN/MCNAIRY
 FE0546  USGS QUAD   -  PURDY (1984)
 FE0546
 FE0546                         *CURRENT SURVEY CONTROL
 FE0546  ___________________________________________________________________
 FE0546* NAD 83(1986)-  35 08 42.     (N)    088 36 08.     (W)     SCALED    
 FE0546* NAVD 88     -       131.817  (meters)     432.47   (feet)  ADJUSTED  
 FE0546  ___________________________________________________________________
 FE0546  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0546  DYNAMIC HT  -         131.694 (meters)     432.07  (feet)  COMP
 FE0546  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FE0546
 FE0546  VERT ORDER  -  FIRST     CLASS II
 FE0546
 FE0546.The horizontal coordinates were scaled from a topographic map and have
 FE0546.an estimated accuracy of +/- 6 seconds.
 FE0546
 FE0546.The orthometric height was determined by differential leveling
 FE0546.and adjusted by the National Geodetic Survey in June 1991..
 FE0546
 FE0546.The geoid height was determined by GEOID03.
 FE0546
 FE0546.The dynamic height is computed by dividing the NAVD 88
 FE0546.geopotential number by the normal gravity value computed on the
 FE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0546.degrees latitude (g = 980.6199 gals.).
 FE0546
 FE0546.The modeled gravity was interpolated from observed gravity values.
 FE0546
 FE0546;                    North         East    Units  Estimated Accuracy
 FE0546;SPC TN       -    93,210.      362,890.      MT  (+/- 180 meters Scaled)
 FE0546
 FE0546                          SUPERSEDED SURVEY CONTROL
 FE0546
 FE0546  NGVD 29 (??/??/??)  131.812  (m)          432.45   (f) ADJUSTED    1 2
 FE0546
 FE0546.Superseded values are not recommended for survey control.
 FE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0546.See file dsdata.txt to determine how the superseded data were derived.
 FE0546
 FE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD540902(NAD 83)
 FE0546_MARKER: DB = BENCH MARK DISK
 FE0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0546_STAMPING: D 158 1944
 FE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0546+STABILITY: SURFACE MOTION
 FE0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0546+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0546
 FE0546  HISTORY     - Date     Condition        Report By
 FE0546  HISTORY     - 1944     MONUMENTED       CGS
 FE0546  HISTORY     - 1948     GOOD             CGS
 FE0546  HISTORY     - 1972     GOOD             TVA
 FE0546  HISTORY     - 20020918 GOOD             USACE
 FE0546
 FE0546                          STATION DESCRIPTION
 FE0546
 FE0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0546'1.8 MI SW FROM SELMER.
 FE0546'ABOUT 1.8 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0546'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.15 MILE NORTH OF
 FE0546'MILE POST 346, ABOUT 145 YARDS SOUTH OF A PUBLIC ROAD CROSSING,
 FE0546'AT THE ABANDONED FALCON SIDING, 125 FEET EAST OF THE NORTHEAST
 FE0546'CORNER OF RAILROAD SECTION FORMANS RESIDENCE, 66 FEET NORTHWEST
 FE0546'OF THE CENTER OF A PRIVATE ROAD CROSSING, 47 FEET NORTH OF A
 FE0546'50-INCH OAK TREE, 12 FEET SOUTH OF A 50-INCH OAK TREE, 84 FEET
 FE0546'SOUTHEAST OF THE CENTER OF A CONCRETE CASING WELL, 40 FEET WEST
 FE0546'OF THE WEST RAIL OF THE TRACK, 2 FEET NORTH OF A WHITE WOODEN
 FE0546'WITNESS POST, 1.5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 FE0546'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A STEEL POST WAS SET
 FE0546'2 FEET NORTH OF MARKER.  EXCEPT THE 50 FT ELM HAS BEEN CUT.
 FE0546'PLUS OR MINUS 2 FT OF STUMP STILL REMAINS.
 FE0546
 FE0546                          STATION RECOVERY (1972)
 FE0546
 FE0546'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0546'RECOVERED IN GOOD CONDITION.
 FE0546
 FE0546                          STATION RECOVERY (2002)
 FE0546
 FE0546'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0546'PRIVATE ROAD CROSSING NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0502 ***********************************************************************
 FC0502  DESIGNATION -  D 16
 FC0502  PID         -  FC0502
 FC0502  STATE/COUNTY-  TN/POLK
 FC0502  USGS QUAD   -  ETOWAH (1975)
 FC0502
 FC0502                         *CURRENT SURVEY CONTROL
 FC0502  ___________________________________________________________________
 FC0502* NAD 83(1986)-  35 15 20.     (N)    084 33 05.     (W)     SCALED    
 FC0502* NAVD 88     -       248.749  (meters)     816.10   (feet)  ADJUSTED  
 FC0502  ___________________________________________________________________
 FC0502  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0502  DYNAMIC HT  -         248.507 (meters)     815.31  (feet)  COMP
 FC0502  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FC0502
 FC0502  VERT ORDER  -  SECOND    CLASS 0
 FC0502
 FC0502.The horizontal coordinates were scaled from a topographic map and have
 FC0502.an estimated accuracy of +/- 6 seconds.
 FC0502
 FC0502.The orthometric height was determined by differential leveling
 FC0502.and adjusted by the National Geodetic Survey in June 1991..
 FC0502
 FC0502.The geoid height was determined by GEOID03.
 FC0502
 FC0502.The dynamic height is computed by dividing the NAVD 88
 FC0502.geopotential number by the normal gravity value computed on the
 FC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0502.degrees latitude (g = 980.6199 gals.).
 FC0502
 FC0502.The modeled gravity was interpolated from observed gravity values.
 FC0502
 FC0502;                    North         East    Units  Estimated Accuracy
 FC0502;SPC TN       -   103,300.      731,820.      MT  (+/- 180 meters Scaled)
 FC0502
 FC0502                          SUPERSEDED SURVEY CONTROL
 FC0502
 FC0502  NGVD 29 (??/??/92)  248.822  (m)          816.34   (f) ADJ UNCH    2 0
 FC0502
 FC0502.Superseded values are not recommended for survey control.
 FC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0502.See file dsdata.txt to determine how the superseded data were derived.
 FC0502
 FC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE227041(NAD 83)
 FC0502_MARKER: DB = BENCH MARK DISK
 FC0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0502_STAMPING: D 16 1933
 FC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0502+STABILITY: SURFACE MOTION
 FC0502
 FC0502  HISTORY     - Date     Condition        Report By
 FC0502  HISTORY     - 1933     MONUMENTED       CGS
 FC0502  HISTORY     - 1949     GOOD             NGS
 FC0502
 FC0502                          STATION DESCRIPTION
 FC0502
 FC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0502'AT WETMORE.
 FC0502'AT WETMORE, POLK COUNTY, 30 FEET SOUTH OF THE SOUTH END OF THE
 FC0502'LOUISVILLE AND NASHVILLE RAILROAD STATION, 100 FEET SOUTHEAST
 FC0502'OF THE POST OFFICE, 25.4 FEET WEST OF THE WEST RAIL OF THE
 FC0502'MAIN TRACK, AND ABOUT 3 FEET WEST OF A ROW OF POLES.  A STANDARD
 FC0502'DISK, STAMPED D 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0713 ***********************************************************************
 FE0713  DESIGNATION -  D 160
 FE0713  PID         -  FE0713
 FE0713  STATE/COUNTY-  TN/MADISON
 FE0713  USGS QUAD   -  JACKSON NORTH (1983)
 FE0713
 FE0713                         *CURRENT SURVEY CONTROL
 FE0713  ___________________________________________________________________
 FE0713* NAD 83(1986)-  35 40 29.     (N)    088 47 19.     (W)     SCALED    
 FE0713* NAVD 88     -       138.851  (meters)     455.55   (feet)  ADJUSTED  
 FE0713  ___________________________________________________________________
 FE0713  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0713  DYNAMIC HT  -         138.727 (meters)     455.14  (feet)  COMP
 FE0713  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE0713
 FE0713  VERT ORDER  -  FIRST     CLASS II
 FE0713
 FE0713.The horizontal coordinates were scaled from a topographic map and have
 FE0713.an estimated accuracy of +/- 6 seconds.
 FE0713
 FE0713.The orthometric height was determined by differential leveling
 FE0713.and adjusted by the National Geodetic Survey in June 1991..
 FE0713
 FE0713.The geoid height was determined by GEOID03.
 FE0713
 FE0713.The dynamic height is computed by dividing the NAVD 88
 FE0713.geopotential number by the normal gravity value computed on the
 FE0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0713.degrees latitude (g = 980.6199 gals.).
 FE0713
 FE0713.The modeled gravity was interpolated from observed gravity values.
 FE0713
 FE0713;                    North         East    Units  Estimated Accuracy
 FE0713;SPC TN       -   152,420.      347,590.      MT  (+/- 180 meters Scaled)
 FE0713
 FE0713                          SUPERSEDED SURVEY CONTROL
 FE0713
 FE0713  NGVD 29 (??/??/??)  138.889  (m)          455.67   (f) ADJUSTED    1 2
 FE0713
 FE0713.Superseded values are not recommended for survey control.
 FE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0713.See file dsdata.txt to determine how the superseded data were derived.
 FE0713
 FE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE381493(NAD 83)
 FE0713_MARKER: DB = BENCH MARK DISK
 FE0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0713_STAMPING: D 160 1944
 FE0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0713+STABILITY: SURFACE MOTION
 FE0713
 FE0713  HISTORY     - Date     Condition        Report By
 FE0713  HISTORY     - 1944     MONUMENTED       CGS
 FE0713  HISTORY     - 1959     GOOD             CGS
 FE0713
 FE0713                          STATION DESCRIPTION
 FE0713
 FE0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0713'4.2 MI N FROM JACKSON.
 FE0713'4.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0713'UNION STATION AT JACKSON, 2.6 MILES SOUTH OF THE STATION AT
 FE0713'OAKFIELD, 0.15 MILE NORTH OF A TRESTLE OVER A GRAVEL ROAD, 130
 FE0713'YARDS SOUTH OF MILEPOST C 466, AT A FIELD ROAD CROSSING, 24.5
 FE0713'FEET EAST OF THE EAST RAIL, 11 FEET NORTH OF THE CENTERLINE OF
 FE0713'THE FIELD ROAD, 23 FEET WEST OF A GATE POST, 63.5 FEET EAST AND
 FE0713'ACROSS THE TRACK FROM A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 FE0713'WOODEN WITNESS POST, LEVEL WITH THE TRACK AND SET IN THE TOP OF
 FE0713'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1266 ***********************************************************************
 GA1266  DESIGNATION -  D 162
 GA1266  PID         -  GA1266
 GA1266  STATE/COUNTY-  TN/HAWKINS
 GA1266  USGS QUAD   -  CHURCH HILL (1991)
 GA1266
 GA1266                         *CURRENT SURVEY CONTROL
 GA1266  ___________________________________________________________________
 GA1266* NAD 83(1986)-  36 35 37.     (N)    082 37 49.     (W)     SCALED    
 GA1266* NAVD 88     -       405.914  (meters)    1331.74   (feet)  ADJUSTED  
 GA1266  ___________________________________________________________________
 GA1266  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1266  DYNAMIC HT  -         405.551 (meters)    1330.55  (feet)  COMP
 GA1266  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1266
 GA1266  VERT ORDER  -  FIRST     CLASS I
 GA1266
 GA1266.The horizontal coordinates were scaled from a topographic map and have
 GA1266.an estimated accuracy of +/- 6 seconds.
 GA1266
 GA1266.The orthometric height was determined by differential leveling
 GA1266.and adjusted by the National Geodetic Survey in June 1991..
 GA1266
 GA1266.The geoid height was determined by GEOID03.
 GA1266
 GA1266.The dynamic height is computed by dividing the NAVD 88
 GA1266.geopotential number by the normal gravity value computed on the
 GA1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1266.degrees latitude (g = 980.6199 gals.).
 GA1266
 GA1266.The modeled gravity was interpolated from observed gravity values.
 GA1266
 GA1266;                    North         East    Units  Estimated Accuracy
 GA1266;SPC TN       -   255,980.      901,490.      MT  (+/- 180 meters Scaled)
 GA1266
 GA1266                          SUPERSEDED SURVEY CONTROL
 GA1266
 GA1266  NGVD 29 (??/??/92)  406.057  (m)         1332.21   (f) ADJ UNCH    1 1
 GA1266
 GA1266.Superseded values are not recommended for survey control.
 GA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1266.See file dsdata.txt to determine how the superseded data were derived.
 GA1266
 GA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA541510(NAD 83)
 GA1266_MARKER: DB = BENCH MARK DISK
 GA1266_SETTING: 66 = SET IN ROCK OUTCROP
 GA1266_SP_SET: ROCK OUTCROP
 GA1266_STAMPING: D 162 1967
 GA1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1266+STABILITY: POSITION/ELEVATION WELL
 GA1266
 GA1266  HISTORY     - Date     Condition        Report By
 GA1266  HISTORY     - 1967     MONUMENTED       CGS
 GA1266  HISTORY     - 20050904 GOOD             GEOCAC
 GA1266
 GA1266                          STATION DESCRIPTION
 GA1266
 GA1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1266'7.8 MI NE FROM CHURCH HILL.
 GA1266'ABOUT 7.85 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1266'RAILROAD FROM THE STATION AT CHURCH HILL, OR ABOUT 2.15 MILES
 GA1266'SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1266'PROSPECT METHODIST CHURCH AT YUMA, VIRGINIA, 0.1 MILE SOUTHWEST
 GA1266'OF MILEPOST 46, 163 FEET SOUTH AND ACROSS 7 TRACKS FROM A STEEL
 GA1266'MARKER POST WHICH IS LOCATED ON THE VIRGINIA-TENNESSEE BOUNDARY
 GA1266'LINE, 69 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 GA1266'SET IN THE TOP OF A 24- X 24-INCH ROCK OUTCROP IN THE SOUTHEAST
 GA1266'BANK OF A CUT FOR THE RAILROAD, 31 1/2 FEET SOUTHWEST OF A POWER
 GA1266'POLE WHICH BEARS A LIGHT, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GA1266'OF THE MOST SOUTHEASTERLY TRACK, ABOUT 2 FEET ABOVE THE LEVEL
 GA1266'OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1266
 GA1266                          STATION RECOVERY (2005)
 GA1266
 GA1266'RECOVERY NOTE BY GEOCACHING 2005 (CV)
 GA1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1844 ***********************************************************************
 GA1844  DESIGNATION -  D 163
 GA1844  PID         -  GA1844
 GA1844  STATE/COUNTY-  TN/HAWKINS
 GA1844  USGS QUAD   -  BULLS GAP (1976)
 GA1844
 GA1844                         *CURRENT SURVEY CONTROL
 GA1844  ___________________________________________________________________
 GA1844* NAD 83(1986)-  36 17 12.     (N)    083 03 08.     (W)     SCALED    
 GA1844* NAVD 88     -       355.356  (meters)    1165.86   (feet)  ADJUSTED  
 GA1844  ___________________________________________________________________
 GA1844  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1844  DYNAMIC HT  -         355.030 (meters)    1164.79  (feet)  COMP
 GA1844  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA1844
 GA1844  VERT ORDER  -  FIRST     CLASS I
 GA1844
 GA1844.The horizontal coordinates were scaled from a topographic map and have
 GA1844.an estimated accuracy of +/- 6 seconds.
 GA1844
 GA1844.The orthometric height was determined by differential leveling
 GA1844.and adjusted by the National Geodetic Survey in June 1991..
 GA1844
 GA1844.The geoid height was determined by GEOID03.
 GA1844
 GA1844.The dynamic height is computed by dividing the NAVD 88
 GA1844.geopotential number by the normal gravity value computed on the
 GA1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1844.degrees latitude (g = 980.6199 gals.).
 GA1844
 GA1844.The modeled gravity was interpolated from observed gravity values.
 GA1844
 GA1844;                    North         East    Units  Estimated Accuracy
 GA1844;SPC TN       -   220,710.      864,770.      MT  (+/- 180 meters Scaled)
 GA1844
 GA1844                          SUPERSEDED SURVEY CONTROL
 GA1844
 GA1844  NGVD 29 (??/??/92)  355.513  (m)         1166.38   (f) ADJ UNCH    1 1
 GA1844
 GA1844.Superseded values are not recommended for survey control.
 GA1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1844.See file dsdata.txt to determine how the superseded data were derived.
 GA1844
 GA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA156176(NAD 83)
 GA1844_MARKER: DB = BENCH MARK DISK
 GA1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1844_SP_SET: CULVERT
 GA1844_STAMPING: D 163 1967
 GA1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1844
 GA1844  HISTORY     - Date     Condition        Report By
 GA1844  HISTORY     - 1967     MONUMENTED       CGS
 GA1844
 GA1844                          STATION DESCRIPTION
 GA1844
 GA1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1844'3 MI NE FROM BULLS GAP.
 GA1844'ABOUT 3.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1844'RAILROAD FROM THE STATION AT BULLS GAP, 0.3 MILE NORTHEAST OF
 GA1844'MILEPOST 84, 0.3 MILE NORTHEAST OF THE WHITE HORN STATION SIGN,
 GA1844'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 GA1844'HEAD WALL OF 2 40-INCH CORRUGATED METAL CULVERTS UNDER THE TRACK,
 GA1844'19 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, AND ABOUT
 GA1844'4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1760 ***********************************************************************
 GA1760  DESIGNATION -  D 164
 GA1760  PID         -  GA1760
 GA1760  STATE/COUNTY-  TN/COCKE
 GA1760  USGS QUAD   -  RANKIN (1980)
 GA1760
 GA1760                         *CURRENT SURVEY CONTROL
 GA1760  ___________________________________________________________________
 GA1760* NAD 83(1986)-  36 04 49.     (N)    083 14 37.     (W)     SCALED    
 GA1760* NAVD 88     -       307.510  (meters)    1008.89   (feet)  ADJUSTED  
 GA1760  ___________________________________________________________________
 GA1760  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1760  DYNAMIC HT  -         307.223 (meters)    1007.95  (feet)  COMP
 GA1760  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA1760
 GA1760  VERT ORDER  -  FIRST     CLASS I
 GA1760
 GA1760.The horizontal coordinates were scaled from a topographic map and have
 GA1760.an estimated accuracy of +/- 6 seconds.
 GA1760
 GA1760.The orthometric height was determined by differential leveling
 GA1760.and adjusted by the National Geodetic Survey in June 1991..
 GA1760
 GA1760.The geoid height was determined by GEOID03.
 GA1760
 GA1760.The dynamic height is computed by dividing the NAVD 88
 GA1760.geopotential number by the normal gravity value computed on the
 GA1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1760.degrees latitude (g = 980.6199 gals.).
 GA1760
 GA1760.The modeled gravity was interpolated from observed gravity values.
 GA1760
 GA1760;                    North         East    Units  Estimated Accuracy
 GA1760;SPC TN       -   197,320.      848,230.      MT  (+/- 180 meters Scaled)
 GA1760
 GA1760                          SUPERSEDED SURVEY CONTROL
 GA1760
 GA1760  NGVD 29 (??/??/92)  307.653  (m)         1009.36   (f) ADJ UNCH    1 1
 GA1760
 GA1760.Superseded values are not recommended for survey control.
 GA1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1760.See file dsdata.txt to determine how the superseded data were derived.
 GA1760
 GA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV979951(NAD 83)
 GA1760_MARKER: DB = BENCH MARK DISK
 GA1760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1760_SP_SET: SIGNAL BASE
 GA1760_STAMPING: D 164 1967
 GA1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1760
 GA1760  HISTORY     - Date     Condition        Report By
 GA1760  HISTORY     - 1967     MONUMENTED       CGS
 GA1760
 GA1760                          STATION DESCRIPTION
 GA1760
 GA1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1760'3.5 MI SE FROM WHITE PINE.
 GA1760'ABOUT 3.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1760'RAILROAD FROM THE POST OFFICE AT WHITE PINE, AT THE NORTHWEST
 GA1760'END OF A SIDING, 0.5 MILE SOUTHEAST OF MILEPOST 216, 8 FEET
 GA1760'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE
 GA1760'CENTER OF THE TOP OF AN ABANDONED FOUNDATION FOR A SEMAPHORE,
 GA1760'137 FEET NORTHWEST OF A METAL BATTERY BOX WHICH IS LOCATED
 GA1760'ON THE SOUTHWEST SIDE OF THE TRACK, 86 FEET NORTHWEST OF A
 GA1760'SWITCH CONTROL, 21 FEET NORTHEAST AND ACROSS THE TRACK FROM A
 GA1760'SEMAPHORE, 16 FEET WEST OF A POLE, AND ABOUT 1/2 FOOT BELOW
 GA1760'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0686 ***********************************************************************
 FB0686  DESIGNATION -  D 165
 FB0686  PID         -  FB0686
 FB0686  STATE/COUNTY-  TN/COCKE
 FB0686  USGS QUAD   -  PAINT ROCK (1991)
 FB0686
 FB0686                         *CURRENT SURVEY CONTROL
 FB0686  ___________________________________________________________________
 FB0686* NAD 83(1986)-  35 55 05.     (N)    082 58 29.     (W)     SCALED    
 FB0686* NAVD 88     -       357.415  (meters)    1172.62   (feet)  ADJUSTED  
 FB0686  ___________________________________________________________________
 FB0686  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0686  DYNAMIC HT  -         357.070 (meters)    1171.49  (feet)  COMP
 FB0686  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FB0686
 FB0686  VERT ORDER  -  FIRST     CLASS I
 FB0686
 FB0686.The horizontal coordinates were scaled from a topographic map and have
 FB0686.an estimated accuracy of +/- 6 seconds.
 FB0686
 FB0686.The orthometric height was determined by differential leveling
 FB0686.and adjusted by the National Geodetic Survey in June 1991..
 FB0686
 FB0686.The geoid height was determined by GEOID03.
 FB0686
 FB0686.The dynamic height is computed by dividing the NAVD 88
 FB0686.geopotential number by the normal gravity value computed on the
 FB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0686.degrees latitude (g = 980.6199 gals.).
 FB0686
 FB0686.The modeled gravity was interpolated from observed gravity values.
 FB0686
 FB0686;                    North         East    Units  Estimated Accuracy
 FB0686;SPC TN       -   180,040.      873,000.      MT  (+/- 180 meters Scaled)
 FB0686
 FB0686                          SUPERSEDED SURVEY CONTROL
 FB0686
 FB0686  NGVD 29 (??/??/92)  357.566  (m)         1173.11   (f) ADJ UNCH    1 1
 FB0686
 FB0686.Superseded values are not recommended for survey control.
 FB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0686.See file dsdata.txt to determine how the superseded data were derived.
 FB0686
 FB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218766(NAD 83)
 FB0686_MARKER: DB = BENCH MARK DISK
 FB0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0686_SP_SET: BUILDING
 FB0686_STAMPING: D 165 1967
 FB0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0686
 FB0686  HISTORY     - Date     Condition        Report By
 FB0686  HISTORY     - 1967     MONUMENTED       CGS
 FB0686
 FB0686                          STATION DESCRIPTION
 FB0686
 FB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0686'4 MI E FROM DEL RIO.
 FB0686'ABOUT 4.0 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0686'FROM THE STATION AT DEL RIO, 13 1/2 RAILS SOUTH OF MILEPOST 191,
 FB0686'11 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, SET IN THE TOP
 FB0686'OF THE EAST CORNER OF THE SOUTHEAST CONCRETE FOOTING FOR A RADIO
 FB0686'TOWER, 14 1/2 FEET EAST OF TELEPHONE POLE NUMBER 40 F, 6 FEET
 FB0686'NORTH OF THE NORTHEAST CORNER OF METAL CONTROL BUILDING NUMBER
 FB0686'S 181-1, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 FB0686'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0205 ***********************************************************************
 GD0205  DESIGNATION -  D 166
 GD0205  PID         -  GD0205
 GD0205  STATE/COUNTY-  TN/HENRY
 GD0205  USGS QUAD   -  PARIS LANDING (1981)
 GD0205
 GD0205                         *CURRENT SURVEY CONTROL
 GD0205  ___________________________________________________________________
 GD0205* NAD 83(1986)-  36 25 37.     (N)    088 06 03.     (W)     SCALED    
 GD0205* NAVD 88     -       116.145  (meters)     381.05   (feet)  ADJUSTED  
 GD0205  ___________________________________________________________________
 GD0205  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD0205  DYNAMIC HT  -         116.050 (meters)     380.74  (feet)  COMP
 GD0205  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GD0205
 GD0205  VERT ORDER  -  FIRST     CLASS II
 GD0205
 GD0205.The horizontal coordinates were scaled from a topographic map and have
 GD0205.an estimated accuracy of +/- 6 seconds.
 GD0205
 GD0205.The orthometric height was determined by differential leveling
 GD0205.and adjusted by the National Geodetic Survey in June 1991..
 GD0205
 GD0205.The geoid height was determined by GEOID03.
 GD0205
 GD0205.The dynamic height is computed by dividing the NAVD 88
 GD0205.geopotential number by the normal gravity value computed on the
 GD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0205.degrees latitude (g = 980.6199 gals.).
 GD0205
 GD0205.The modeled gravity was interpolated from observed gravity values.
 GD0205
 GD0205;                    North         East    Units  Estimated Accuracy
 GD0205;SPC TN       -   234,310.      411,620.      MT  (+/- 180 meters Scaled)
 GD0205
 GD0205                          SUPERSEDED SURVEY CONTROL
 GD0205
 GD0205  NGVD 29 (??/??/??)  116.188  (m)          381.19   (f) ADJUSTED    1 2
 GD0205
 GD0205.Superseded values are not recommended for survey control.
 GD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0205.See file dsdata.txt to determine how the superseded data were derived.
 GD0205
 GD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF013318(NAD 83)
 GD0205_MARKER: DB = BENCH MARK DISK
 GD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0205_STAMPING: D 166 1947
 GD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0205+STABILITY: SURFACE MOTION
 GD0205
 GD0205  HISTORY     - Date     Condition        Report By
 GD0205  HISTORY     - 1947     MONUMENTED       CGS
 GD0205  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0205
 GD0205                          STATION DESCRIPTION
 GD0205
 GD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0205'18.2 MI NE FROM PARIS.
 GD0205'ABOUT 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0205'COURTHOUSE AT PARIS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG OLD
 GD0205'STATE HIGHWAY 76, AND THENCE ABOUT 0.8 MILE SOUTH ALONG THE
 GD0205'GRAVEL ROAD LEADING TO THE EAGLE CREEK MALARIA CONTROL OPERATION
 GD0205'BASE, ABOUT 210 FEET SOUTHEAST OF THE EAGLE CREEK GAGING STATION,
 GD0205'AT THE OPERATION BASE, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD0205'OF A WELL CURB, IN THE FOUNDATION OF THE STORAGE TANK, IN THE
 GD0205'NORTHEAST FACE OF THE NORTHWEST CONCRETE UPRIGHT, AND 2.3 FEET
 GD0205'ABOVE GROUND.
 GD0205
 GD0205                          STATION RECOVERY (1971)
 GD0205
 GD0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1654 ***********************************************************************
 GC1654  DESIGNATION -  D 167
 GC1654  PID         -  GC1654
 GC1654  STATE/COUNTY-  TN/HOUSTON
 GC1654  USGS QUAD   -  STEWART (1982)
 GC1654
 GC1654                         *CURRENT SURVEY CONTROL
 GC1654  ___________________________________________________________________
 GC1654* NAD 83(1986)-  36 19 04.     (N)    087 51 55.     (W)     SCALED    
 GC1654* NAVD 88     -       135.461  (meters)     444.43   (feet)  ADJUSTED  
 GC1654  ___________________________________________________________________
 GC1654  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1654  DYNAMIC HT  -         135.349 (meters)     444.06  (feet)  COMP
 GC1654  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GC1654
 GC1654  VERT ORDER  -  FIRST     CLASS II
 GC1654
 GC1654.The horizontal coordinates were scaled from a topographic map and have
 GC1654.an estimated accuracy of +/- 6 seconds.
 GC1654
 GC1654.The orthometric height was determined by differential leveling
 GC1654.and adjusted by the National Geodetic Survey in June 1991..
 GC1654
 GC1654.The geoid height was determined by GEOID03.
 GC1654
 GC1654.The dynamic height is computed by dividing the NAVD 88
 GC1654.geopotential number by the normal gravity value computed on the
 GC1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1654.degrees latitude (g = 980.6199 gals.).
 GC1654
 GC1654.The modeled gravity was interpolated from observed gravity values.
 GC1654
 GC1654;                    North         East    Units  Estimated Accuracy
 GC1654;SPC TN       -   221,770.      432,510.      MT  (+/- 180 meters Scaled)
 GC1654
 GC1654                          SUPERSEDED SURVEY CONTROL
 GC1654
 GC1654  NGVD 29 (??/??/92)  135.498  (m)          444.55   (f) ADJ UNCH    1 2
 GC1654
 GC1654.Superseded values are not recommended for survey control.
 GC1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1654.See file dsdata.txt to determine how the superseded data were derived.
 GC1654
 GC1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF223195(NAD 83)
 GC1654_MARKER: DB = BENCH MARK DISK
 GC1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1654_SP_SET: CULVERT
 GC1654_STAMPING: D 167 1947
 GC1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1654
 GC1654  HISTORY     - Date     Condition        Report By
 GC1654  HISTORY     - 1947     MONUMENTED       CGS
 GC1654  HISTORY     - 1972     GOOD             TVA
 GC1654  HISTORY     - 1987     GOOD             USPSQD
 GC1654
 GC1654                          STATION DESCRIPTION
 GC1654
 GC1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1654'1.4 MI W FROM STEWART.
 GC1654'1.4 MILES WEST ALONG THE DANVILLE-STEWART ROAD FROM THE
 GC1654'LOUISVILLE AND NASHVILLE RAILROAD STATION AT STEWART, ABOUT 100
 GC1654'YARDS NORTHEAST OF A CURVE WITH TANGENTS LEADING NORTHEAST AND
 GC1654'NORTHWEST, ABOUT 65 YARDS NORTHEAST OF A SMALL FRAME FARMHOUSE,
 GC1654'AT A 12-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST
 GC1654'CONCRETE HEAD WALL, 1 FOOT NORTHEAST OF THE SOUTHWEST END, 14
 GC1654'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1-1/2
 GC1654'FEET HIGHER THAN THE ROAD.  NOTE-- 15.1 E FROM SE CORNER OF A
 GC1654'SMALL WOODEN SHED.
 GC1654
 GC1654                          STATION RECOVERY (1972)
 GC1654
 GC1654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1654'RECOVERED IN GOOD CONDITION.
 GC1654
 GC1654                          STATION RECOVERY (1987)
 GC1654
 GC1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1573 ***********************************************************************
 GC1573  DESIGNATION -  D 168
 GC1573  PID         -  GC1573
 GC1573  STATE/COUNTY-  TN/HUMPHREYS
 GC1573  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1573
 GC1573                         *CURRENT SURVEY CONTROL
 GC1573  ___________________________________________________________________
 GC1573* NAD 83(1986)-  36 02 53.     (N)    087 55 15.     (W)     SCALED    
 GC1573* NAVD 88     -       117.584  (meters)     385.77   (feet)  ADJUSTED  
 GC1573  ___________________________________________________________________
 GC1573  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GC1573  DYNAMIC HT  -         117.484 (meters)     385.45  (feet)  COMP
 GC1573  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC1573
 GC1573  VERT ORDER  -  FIRST     CLASS II
 GC1573
 GC1573.The horizontal coordinates were scaled from a topographic map and have
 GC1573.an estimated accuracy of +/- 6 seconds.
 GC1573
 GC1573.The orthometric height was determined by differential leveling
 GC1573.and adjusted by the National Geodetic Survey in June 1991..
 GC1573
 GC1573.The geoid height was determined by GEOID03.
 GC1573
 GC1573.The dynamic height is computed by dividing the NAVD 88
 GC1573.geopotential number by the normal gravity value computed on the
 GC1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1573.degrees latitude (g = 980.6199 gals.).
 GC1573
 GC1573.The modeled gravity was interpolated from observed gravity values.
 GC1573
 GC1573;                    North         East    Units  Estimated Accuracy
 GC1573;SPC TN       -   191,950.      426,940.      MT  (+/- 180 meters Scaled)
 GC1573
 GC1573                          SUPERSEDED SURVEY CONTROL
 GC1573
 GC1573  NGVD 29 (??/??/92)  117.616  (m)          385.88   (f) ADJ UNCH    1 2
 GC1573
 GC1573.Superseded values are not recommended for survey control.
 GC1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1573.See file dsdata.txt to determine how the superseded data were derived.
 GC1573
 GC1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE170896(NAD 83)
 GC1573_MARKER: DD = SURVEY DISK
 GC1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1573_SP_SET: CULVERT
 GC1573_STAMPING: D 168 1947
 GC1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1573
 GC1573  HISTORY     - Date     Condition        Report By
 GC1573  HISTORY     - UNK      MONUMENTED       TVA
 GC1573  HISTORY     - 1947     GOOD             NGS
 GC1573  HISTORY     - 1961     GOOD             USGS
 GC1573  HISTORY     - 1972     GOOD             TVA
 GC1573
 GC1573                          STATION DESCRIPTION
 GC1573
 GC1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1573'8.1 MI W FROM WAVERLY.
 GC1573'8.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1573'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 4.6 MILES NORTHEAST OF
 GC1573'THE STATION AT JOHNSONVILLE, ABOUT 0.15 MILE EAST ALONG A GRAVEL
 GC1573'ROAD FROM THE POST OFFICE AT DENVER, 102 FEET SOUTH AND ACROSS
 GC1573'THE TRACK FROM THE FIRST POLE EAST OF POLE 74/30, AT THE CROSSING
 GC1573'OF THE GRAVEL ROAD LEADING INTO DENVER FROM U.S. HIGHWAY 70, AT
 GC1573'A 12-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, IN THE CENTER OF
 GC1573'THE TOP OF THE WEST CONCRETE HEAD WALL, 70 FEET SOUTH OF THE
 GC1573'SOUTH RAIL, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 GC1573'ABOUT 8 FEET LOWER THAN THE TRACK.  NOTE-- THIS BENCH MARK WAS
 GC1573'RECOVERED AND STAMPED BY THIS PARTY.
 GC1573
 GC1573                          STATION RECOVERY (1961)
 GC1573
 GC1573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1573'RECOVERED IN GOOD CONDITION.
 GC1573
 GC1573                          STATION RECOVERY (1972)
 GC1573
 GC1573'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1269 ***********************************************************************
 FD1269  DESIGNATION -  D 169
 FD1269  PID         -  FD1269
 FD1269  STATE/COUNTY-  TN/DECATUR
 FD1269  USGS QUAD   -  DANIELS LANDING (1992)
 FD1269
 FD1269                         *CURRENT SURVEY CONTROL
 FD1269  ___________________________________________________________________
 FD1269* NAD 83(1986)-  35 47 38.     (N)    087 59 02.     (W)     SCALED    
 FD1269* NAVD 88     -       111.110  (meters)     364.53   (feet)  ADJUSTED  
 FD1269  ___________________________________________________________________
 FD1269  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1269  DYNAMIC HT  -         111.014 (meters)     364.22  (feet)  COMP
 FD1269  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1269
 FD1269  VERT ORDER  -  FIRST     CLASS II
 FD1269
 FD1269.The horizontal coordinates were scaled from a topographic map and have
 FD1269.an estimated accuracy of +/- 6 seconds.
 FD1269
 FD1269.The orthometric height was determined by differential leveling
 FD1269.and adjusted by the National Geodetic Survey in June 1991..
 FD1269
 FD1269.The geoid height was determined by GEOID03.
 FD1269
 FD1269.The dynamic height is computed by dividing the NAVD 88
 FD1269.geopotential number by the normal gravity value computed on the
 FD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1269.degrees latitude (g = 980.6199 gals.).
 FD1269
 FD1269.The modeled gravity was interpolated from observed gravity values.
 FD1269
 FD1269;                    North         East    Units  Estimated Accuracy
 FD1269;SPC TN       -   163,870.      420,680.      MT  (+/- 180 meters Scaled)
 FD1269
 FD1269                          SUPERSEDED SURVEY CONTROL
 FD1269
 FD1269  NGVD 29 (??/??/92)  111.131  (m)          364.60   (f) ADJ UNCH    1 2
 FD1269
 FD1269.Superseded values are not recommended for survey control.
 FD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1269.See file dsdata.txt to determine how the superseded data were derived.
 FD1269
 FD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE110615(NAD 83)
 FD1269_MARKER: DB = BENCH MARK DISK
 FD1269_SETTING: 0 = UNSPECIFIED SETTING
 FD1269_STAMPING: D 169 1947
 FD1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1269
 FD1269  HISTORY     - Date     Condition        Report By
 FD1269  HISTORY     - 1947     MONUMENTED       CGS
 FD1269  HISTORY     - 1973     GOOD             TVA
 FD1269
 FD1269                          STATION DESCRIPTION
 FD1269
 FD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1269'19.8 MI NE FROM PARSONS.
 FD1269'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION WITH
 FD1269'STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FD1269'ABOUT 0.3 MILE EAST AND 1.2 MILES SOUTHEAST ALONG HOG CREEK ROAD,
 FD1269'THENCE ABOUT 2.0 MILES EAST ALONG THE EAST FORK OF HOG CREEK ROAD,
 FD1269'AND THENCE ABOUT 1.1 MILES EAST ALONG A DIM ROAD LEADING TO
 FD1269'TENNESSEE RIVER, ABOUT 4.4 MILES SOUTHEAST OF THE POST OFFICE AT
 FD1269'SUGAR TREE, ABOUT 0.4 MILE WEST ALONG A VERY DIM ROAD FROM A
 FD1269'POINT ON THE WEST BANK OF TENNESSEE RIVER OPPOSITE BRITTS LANDING,
 FD1269'ON THE WEST BANK OF A SLOUGH, AT THE JUNCTION OF A DIM LOGGING
 FD1269'ROAD LEADING NORTH, 40 FEET EAST OF THE CENTER LINE OF THE
 FD1269'LOGGING ROAD, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD
 FD1269'LEADING TO THE RIVER, 56 FEET WEST OF A BLAZED TWIN OAK TREE,
 FD1269'26 FEET NORTH ACROSS THE ROAD FROM A BLAZED GUM TREE, IN THE
 FD1269'TOP OF THE SOUTH END OF A SANDSTONE OUTCROP, AND ABOUT 3 FEET
 FD1269'HIGHER THAN THE ROAD.  NOTE-- STATION IS ON LEFT BANK OF KY
 FD1269'RESERVOIR OPPOSITE RIVER MILE 121.75 ABOUT 165 FT SOUTH FROM
 FD1269'TVA BOUNDARY LINE NEAR CAT CAVE AND ABOUT 6.0 FT LOWER THAN NORTH
 FD1269'AND SOUTH RD. 11.1 FT S 85 W TO 8 IN RED OAK, 21.0 FT N 30 E
 FD1269'TO 10 IN WHITE OAK.
 FD1269
 FD1269                          STATION RECOVERY (1973)
 FD1269
 FD1269'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1254 ***********************************************************************
 FD1254  DESIGNATION -  D 170
 FD1254  PID         -  FD1254
 FD1254  STATE/COUNTY-  TN/PERRY
 FD1254  USGS QUAD   -  POPE (1973)
 FD1254
 FD1254                         *CURRENT SURVEY CONTROL
 FD1254  ___________________________________________________________________
 FD1254* NAD 83(1986)-  35 32 48.     (N)    087 57 35.     (W)     SCALED    
 FD1254* NAVD 88     -       114.926  (meters)     377.05   (feet)  ADJUSTED  
 FD1254  ___________________________________________________________________
 FD1254  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1254  DYNAMIC HT  -         114.821 (meters)     376.71  (feet)  COMP
 FD1254  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FD1254
 FD1254  VERT ORDER  -  FIRST     CLASS II
 FD1254
 FD1254.The horizontal coordinates were scaled from a topographic map and have
 FD1254.an estimated accuracy of +/- 6 seconds.
 FD1254
 FD1254.The orthometric height was determined by differential leveling
 FD1254.and adjusted by the National Geodetic Survey in June 1991..
 FD1254
 FD1254.The geoid height was determined by GEOID03.
 FD1254
 FD1254.The dynamic height is computed by dividing the NAVD 88
 FD1254.geopotential number by the normal gravity value computed on the
 FD1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1254.degrees latitude (g = 980.6199 gals.).
 FD1254
 FD1254.The modeled gravity was interpolated from observed gravity values.
 FD1254
 FD1254;                    North         East    Units  Estimated Accuracy
 FD1254;SPC TN       -   136,400.      422,320.      MT  (+/- 180 meters Scaled)
 FD1254
 FD1254                          SUPERSEDED SURVEY CONTROL
 FD1254
 FD1254  NGVD 29 (??/??/92)  114.934  (m)          377.08   (f) ADJ UNCH    1 2
 FD1254
 FD1254.Superseded values are not recommended for survey control.
 FD1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1254.See file dsdata.txt to determine how the superseded data were derived.
 FD1254
 FD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE130340(NAD 83)
 FD1254_MARKER: DD = SURVEY DISK
 FD1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1254_SP_SET: CULVERT
 FD1254_STAMPING: D 170 1947
 FD1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1254
 FD1254  HISTORY     - Date     Condition        Report By
 FD1254  HISTORY     - 1947     MONUMENTED       TVA
 FD1254  HISTORY     - 1947     GOOD             NGS
 FD1254
 FD1254                          STATION DESCRIPTION
 FD1254
 FD1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1254'9.2 MI SE FROM POPE.
 FD1254'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1254'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1254'MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT 4.85 MILES SOUTH
 FD1254'ALONG A GRAVEL ROAD, ABOUT 0.65 MILE NORTH OF MOORES GENERAL
 FD1254'STORE, AT THE FOOT OF A STEEP GRADE, AT THE DRIVE WAY TO A
 FD1254'FARM HOUSE, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEAD
 FD1254'WALL OF A DOUBLE 16-FOOT CONCRETE BOX CULVERT, 55 FEET SOUTHEAST
 FD1254'OF THE CENTER LINE OF THE DRIVE, 14 FEET NORTHEAST OF THE CENTER
 FD1254'LINE OF THE ROAD, AND ABOUT 2.5 FEET BELOW THE ROAD.  MARK FOUND
 FD1254'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0227 ***********************************************************************
 FE0227  DESIGNATION -  D 171
 FE0227  PID         -  FE0227
 FE0227  STATE/COUNTY-  TN/HARDIN
 FE0227  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0227
 FE0227                         *CURRENT SURVEY CONTROL
 FE0227  ___________________________________________________________________
 FE0227* NAD 83(1986)-  35 16 34.     (N)    088 17 34.     (W)     SCALED    
 FE0227* NAVD 88     -       128.945  (meters)     423.05   (feet)  ADJUSTED  
 FE0227  ___________________________________________________________________
 FE0227  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0227  DYNAMIC HT  -         128.828 (meters)     422.66  (feet)  COMP
 FE0227  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FE0227
 FE0227  VERT ORDER  -  FIRST     CLASS II
 FE0227
 FE0227.The horizontal coordinates were scaled from a topographic map and have
 FE0227.an estimated accuracy of +/- 6 seconds.
 FE0227
 FE0227.The orthometric height was determined by differential leveling
 FE0227.and adjusted by the National Geodetic Survey in June 1991..
 FE0227
 FE0227.The geoid height was determined by GEOID03.
 FE0227
 FE0227.The dynamic height is computed by dividing the NAVD 88
 FE0227.geopotential number by the normal gravity value computed on the
 FE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0227.degrees latitude (g = 980.6199 gals.).
 FE0227
 FE0227.The modeled gravity was interpolated from observed gravity values.
 FE0227
 FE0227;                    North         East    Units  Estimated Accuracy
 FE0227;SPC TN       -   107,050.      391,420.      MT  (+/- 180 meters Scaled)
 FE0227
 FE0227                          SUPERSEDED SURVEY CONTROL
 FE0227
 FE0227  NGVD 29 (??/??/??)  128.956  (m)          423.08   (f) ADJUSTED    1 2
 FE0227
 FE0227.Superseded values are not recommended for survey control.
 FE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0227.See file dsdata.txt to determine how the superseded data were derived.
 FE0227
 FE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824044(NAD 83)
 FE0227_MARKER: DD = SURVEY DISK
 FE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0227_STAMPING: D 171 1947
 FE0227_MARK LOGO: TVA   
 FE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0227+STABILITY: SURFACE MOTION
 FE0227
 FE0227  HISTORY     - Date     Condition        Report By
 FE0227  HISTORY     - 1947     MONUMENTED       TVA
 FE0227  HISTORY     - 1947     GOOD             CGS
 FE0227  HISTORY     - 1973     GOOD             TVA
 FE0227
 FE0227                          STATION DESCRIPTION
 FE0227
 FE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0227'6.2 MI NW FROM SAVANNAH.
 FE0227'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0227'SAVANNAH, THENCE ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0227'ABOUT 0.3 MILE NORTH OF THE ENTRANCE TO COFFEE LANDING, AT
 FE0227'THE JUNCTION OF A DIM ROAD LEADING EAST TO THE COFFEE LANDING
 FE0227'GAGING STATION, 240 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE0227'THE CONCRETE GAGE STATION, 62 FEET EAST OF THE CENTER LINE OF THE
 FE0227'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD, 2 FEET
 FE0227'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY
 FE0227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0227'NOTE-- A STEEL POST WAS SET 2.0 FEET SOUTH OF MARKER, 11.7 SW
 FE0227'TO 18 IN PINE, 9.4 N 60 W TO 14 IN PINE.
 FE0227
 FE0227                          STATION RECOVERY (1973)
 FE0227
 FE0227'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0470 ***********************************************************************
 GC0470  DESIGNATION -  D 172
 GC0470  PID         -  GC0470
 GC0470  STATE/COUNTY-  TN/DAVIDSON
 GC0470  USGS QUAD   -  BELLEVUE (1983)
 GC0470
 GC0470                         *CURRENT SURVEY CONTROL
 GC0470  ___________________________________________________________________
 GC0470* NAD 83(1986)-  36 04 06.     (N)    086 56 44.     (W)     SCALED    
 GC0470* NAVD 88     -       178.621  (meters)     586.03   (feet)  ADJUSTED  
 GC0470  ___________________________________________________________________
 GC0470  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0470  DYNAMIC HT  -         178.465 (meters)     585.51  (feet)  COMP
 GC0470  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 GC0470
 GC0470  VERT ORDER  -  FIRST     CLASS II
 GC0470
 GC0470.The horizontal coordinates were scaled from a topographic map and have
 GC0470.an estimated accuracy of +/- 6 seconds.
 GC0470
 GC0470.The orthometric height was determined by differential leveling
 GC0470.and adjusted by the National Geodetic Survey in June 1991..
 GC0470
 GC0470.The geoid height was determined by GEOID03.
 GC0470
 GC0470.The dynamic height is computed by dividing the NAVD 88
 GC0470.geopotential number by the normal gravity value computed on the
 GC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0470.degrees latitude (g = 980.6199 gals.).
 GC0470
 GC0470.The modeled gravity was interpolated from observed gravity values.
 GC0470
 GC0470;                    North         East    Units  Estimated Accuracy
 GC0470;SPC TN       -   192,910.      514,820.      MT  (+/- 180 meters Scaled)
 GC0470
 GC0470                          SUPERSEDED SURVEY CONTROL
 GC0470
 GC0470  NGVD 29 (??/??/92)  178.640  (m)          586.09   (f) ADJ UNCH    1 2
 GC0470
 GC0470.Superseded values are not recommended for survey control.
 GC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0470.See file dsdata.txt to determine how the superseded data were derived.
 GC0470
 GC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE049915(NAD 83)
 GC0470_MARKER: DB = BENCH MARK DISK
 GC0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0470_STAMPING: D 172 1948
 GC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0470+STABILITY: SURFACE MOTION
 GC0470
 GC0470  HISTORY     - Date     Condition        Report By
 GC0470  HISTORY     - 1948     MONUMENTED       CGS
 GC0470
 GC0470                          STATION DESCRIPTION
 GC0470
 GC0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0470'0.4 MI W FROM BELLEVUE.
 GC0470'0.4 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0470'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, ABOUT 5 1/2
 GC0470'RAILS EAST OF THE WEST END OF A SIDE TRACK, IN THE SOUTHWEST
 GC0470'ANGLE OF A PRIVATE ROAD CROSSING LEADING TO A WHITE FRAME HOUSE,
 GC0470'50.5 FEET SOUTHEAST AND ACROSS TRACK FROM POLE 12+30, 27 FEET SOUTH
 GC0470'OF THE SOUTH RAIL OF THE MAIN TRACK, 11 FEET WEST OF THE CENTER
 GC0470'LINE OF THE ROAD, 25 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 GC0470'POWER POLE, 5.5 FEET NORTHWEST OF A GATE POST, 2.5 FEET NORTHEAST OF
 GC0470'A FENCE CORNER, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 GC0470'1 1/2 FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE
 GC0470'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1547 ***********************************************************************
 GC1547  DESIGNATION -  D 173
 GC1547  PID         -  GC1547
 GC1547  STATE/COUNTY-  TN/HUMPHREYS
 GC1547  USGS QUAD   -  MC EWEN (1982)
 GC1547
 GC1547                         *CURRENT SURVEY CONTROL
 GC1547  ___________________________________________________________________
 GC1547* NAD 83(1986)-  36 06 16.     (N)    087 39 19.     (W)     SCALED    
 GC1547* NAVD 88     -       239.136  (meters)     784.57   (feet)  ADJUSTED  
 GC1547  ___________________________________________________________________
 GC1547  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1547  DYNAMIC HT  -         238.927 (meters)     783.88  (feet)  COMP
 GC1547  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 GC1547
 GC1547  VERT ORDER  -  FIRST     CLASS II
 GC1547
 GC1547.The horizontal coordinates were scaled from a topographic map and have
 GC1547.an estimated accuracy of +/- 6 seconds.
 GC1547
 GC1547.The orthometric height was determined by differential leveling
 GC1547.and adjusted by the National Geodetic Survey in June 1991..
 GC1547
 GC1547.The geoid height was determined by GEOID03.
 GC1547
 GC1547.The dynamic height is computed by dividing the NAVD 88
 GC1547.geopotential number by the normal gravity value computed on the
 GC1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1547.degrees latitude (g = 980.6199 gals.).
 GC1547
 GC1547.The modeled gravity was interpolated from observed gravity values.
 GC1547
 GC1547;                    North         East    Units  Estimated Accuracy
 GC1547;SPC TN       -   197,760.      450,960.      MT  (+/- 180 meters Scaled)
 GC1547
 GC1547                          SUPERSEDED SURVEY CONTROL
 GC1547
 GC1547  NGVD 29 (??/??/92)  239.139  (m)          784.58   (f) ADJ UNCH    1 2
 GC1547
 GC1547.Superseded values are not recommended for survey control.
 GC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1547.See file dsdata.txt to determine how the superseded data were derived.
 GC1547
 GC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE410957(NAD 83)
 GC1547_MARKER: DB = BENCH MARK DISK
 GC1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1547_SP_SET: CULVERT
 GC1547_STAMPING: D 173 1948
 GC1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1547
 GC1547  HISTORY     - Date     Condition        Report By
 GC1547  HISTORY     - 1948     MONUMENTED       CGS
 GC1547  HISTORY     - 1972     GOOD             TVA
 GC1547  HISTORY     - 1988     GOOD             USPSQD
 GC1547
 GC1547                          STATION DESCRIPTION
 GC1547
 GC1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1547'1.2 MI W FROM MC EWEN.
 GC1547'1.2 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1547'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 0.1 MILE WEST OF MILE
 GC1547'POST 58, 54 FEET SOUTHEAST OF POLE 58+5, 9 FEET NORTH OF THE NORTH
 GC1547'RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 GC1547'26-INCH CONCRETE PIPE CULVERT, ABOUT 1 1/2 FEET BELOW THE TRACK
 GC1547'LEVEL.
 GC1547
 GC1547                          STATION RECOVERY (1972)
 GC1547
 GC1547'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1547'RECOVERED IN GOOD CONDITION.
 GC1547
 GC1547                          STATION RECOVERY (1988)
 GC1547
 GC1547'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0563 ***********************************************************************
 FE0563  DESIGNATION -  D 174
 FE0563  PID         -  FE0563
 FE0563  STATE/COUNTY-  TN/MCNAIRY
 FE0563  USGS QUAD   -  GUYS (1983)
 FE0563
 FE0563                         *CURRENT SURVEY CONTROL
 FE0563  ___________________________________________________________________
 FE0563* NAD 83(1986)-  35 00 25.     (N)    088 31 53.     (W)     SCALED    
 FE0563* NAVD 88     -       146.295  (meters)     479.97   (feet)  ADJUSTED  
 FE0563  ___________________________________________________________________
 FE0563  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0563  DYNAMIC HT  -         146.157 (meters)     479.52  (feet)  COMP
 FE0563  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FE0563
 FE0563  VERT ORDER  -  FIRST     CLASS II
 FE0563
 FE0563.The horizontal coordinates were scaled from a topographic map and have
 FE0563.an estimated accuracy of +/- 6 seconds.
 FE0563
 FE0563.The orthometric height was determined by differential leveling
 FE0563.and adjusted by the National Geodetic Survey in June 1991..
 FE0563
 FE0563.The geoid height was determined by GEOID03.
 FE0563
 FE0563.The dynamic height is computed by dividing the NAVD 88
 FE0563.geopotential number by the normal gravity value computed on the
 FE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0563.degrees latitude (g = 980.6199 gals.).
 FE0563
 FE0563.The modeled gravity was interpolated from observed gravity values.
 FE0563
 FE0563;                    North         East    Units  Estimated Accuracy
 FE0563;SPC TN       -    77,730.      368,950.      MT  (+/- 180 meters Scaled)
 FE0563
 FE0563                          SUPERSEDED SURVEY CONTROL
 FE0563
 FE0563  NGVD 29 (??/??/??)  146.279  (m)          479.92   (f) ADJUSTED    1 2
 FE0563
 FE0563.Superseded values are not recommended for survey control.
 FE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0563.See file dsdata.txt to determine how the superseded data were derived.
 FE0563
 FE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD602748(NAD 83)
 FE0563_MARKER: DB = BENCH MARK DISK
 FE0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0563_STAMPING: D 174 1948
 FE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0563+STABILITY: SURFACE MOTION
 FE0563
 FE0563  HISTORY     - Date     Condition        Report By
 FE0563  HISTORY     - 1948     MONUMENTED       CGS
 FE0563  HISTORY     - 1972     GOOD             TVA
 FE0563
 FE0563                          STATION DESCRIPTION
 FE0563
 FE0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0563'2.3 MI SE FROM GUYS.
 FE0563'ABOUT 2.3 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0563'RAILROAD FROM THE STATION AT GUYS, ABOUT 0.8 MILE NORTH OF THE
 FE0563'MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 0.1 MILE SOUTH OF MILE
 FE0563'POST 334, AT A FIELD ROAD CROSSING, 46.5 FEET EAST OF THE EAST
 FE0563'RAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD,
 FE0563'60.5 FEET SOUTHEAST OF A TELEPHONE POLE, 56 FEET NORTHEAST OF THE
 FE0563'CENTER OF THE CROSSING, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE0563'POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, ABOUT 5.5 FEET
 FE0563'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0563'4 INCHES.  NOTE-- POST AND SIGN SET 2 FT W OF MONUMENT LARGE
 FE0563'WHITE CROSS PAINTED OF TELEPHONE POLE AND LETTERS BM PAINTED ON
 FE0563'CROSSTIE IN MIDDLE OF RR OPPOSITE MONUMENT.
 FE0563
 FE0563                          STATION RECOVERY (1972)
 FE0563
 FE0563'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0409 ***********************************************************************
 FE0409  DESIGNATION -  D 175
 FE0409  PID         -  FE0409
 FE0409  STATE/COUNTY-  TN/MCNAIRY
 FE0409  USGS QUAD   -  STANTONVILLE (1992)
 FE0409
 FE0409                         *CURRENT SURVEY CONTROL
 FE0409  ___________________________________________________________________
 FE0409* NAD 83(1986)-  35 13 31.     (N)    088 24 52.     (W)     SCALED    
 FE0409* NAVD 88     -       128.524  (meters)     421.67   (feet)  ADJUSTED  
 FE0409  ___________________________________________________________________
 FE0409  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0409  DYNAMIC HT  -         128.407 (meters)     421.28  (feet)  COMP
 FE0409  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 FE0409
 FE0409  VERT ORDER  -  FIRST     CLASS II
 FE0409
 FE0409.The horizontal coordinates were scaled from a topographic map and have
 FE0409.an estimated accuracy of +/- 6 seconds.
 FE0409
 FE0409.The orthometric height was determined by differential leveling
 FE0409.and adjusted by the National Geodetic Survey in June 1991..
 FE0409
 FE0409.The geoid height was determined by GEOID03.
 FE0409
 FE0409.The dynamic height is computed by dividing the NAVD 88
 FE0409.geopotential number by the normal gravity value computed on the
 FE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0409.degrees latitude (g = 980.6199 gals.).
 FE0409
 FE0409.The modeled gravity was interpolated from observed gravity values.
 FE0409
 FE0409;                    North         East    Units  Estimated Accuracy
 FE0409;SPC TN       -   101,670.      380,220.      MT  (+/- 180 meters Scaled)
 FE0409
 FE0409                          SUPERSEDED SURVEY CONTROL
 FE0409
 FE0409  NGVD 29 (??/??/??)  128.529  (m)          421.68   (f) ADJUSTED    1 2
 FE0409
 FE0409.Superseded values are not recommended for survey control.
 FE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0409.See file dsdata.txt to determine how the superseded data were derived.
 FE0409
 FE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD712989(NAD 83)
 FE0409_MARKER: DB = BENCH MARK DISK
 FE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0409_STAMPING: D 175 1949
 FE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0409+STABILITY: SURFACE MOTION
 FE0409
 FE0409  HISTORY     - Date     Condition        Report By
 FE0409  HISTORY     - 1949     MONUMENTED       CGS
 FE0409  HISTORY     - 1949     GOOD             CGS
 FE0409
 FE0409                          STATION DESCRIPTION
 FE0409
 FE0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0409'1.6 MI SW FROM ADAMSVILLE.
 FE0409'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0409'AT ADAMSVILLE, ABOUT 0.75 MILE NORTHEAST OF THE NORTHEAST END OF
 FE0409'A CONCRETE BRIDGE OVER SNAKE CREEK, AT THE Y JUNCTION OF A
 FE0409'GRAVEL ROAD NORTH, 75 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE0409'HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD NORTH,
 FE0409'108.5 FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM POWER
 FE0409'POLE NO. 468, 14 FEET SOUTH OF A 24-INCH BLACK GUM TREE, 24 FEET
 FE0409'SOUTH OF A 24-INCH HICKORY TREE, 2 FEET SOUTH OF A WHITE
 FE0409'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 FE0409'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A STEEL POST
 FE0409'WAS SET 2 FEET SOUTH OF MARKER.
 FE0409
 FE0409                          STATION RECOVERY (1949)
 FE0409
 FE0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0842 ***********************************************************************
 FD0842  DESIGNATION -  D 176
 FD0842  PID         -  FD0842
 FD0842  STATE/COUNTY-  TN/LAWRENCE
 FD0842  USGS QUAD   -  SUMMERTOWN (1976)
 FD0842
 FD0842                         *CURRENT SURVEY CONTROL
 FD0842  ___________________________________________________________________
 FD0842* NAD 83(1986)-  35 22 59.     (N)    087 18 05.     (W)     SCALED    
 FD0842* NAVD 88     -       287.574  (meters)     943.48   (feet)  ADJUSTED  
 FD0842  ___________________________________________________________________
 FD0842  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0842  DYNAMIC HT  -         287.306 (meters)     942.60  (feet)  COMP
 FD0842  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FD0842
 FD0842  VERT ORDER  -  FIRST     CLASS II
 FD0842
 FD0842.The horizontal coordinates were scaled from a topographic map and have
 FD0842.an estimated accuracy of +/- 6 seconds.
 FD0842
 FD0842.The orthometric height was determined by differential leveling
 FD0842.and adjusted by the National Geodetic Survey in June 1991..
 FD0842
 FD0842.The geoid height was determined by GEOID03.
 FD0842
 FD0842.The dynamic height is computed by dividing the NAVD 88
 FD0842.geopotential number by the normal gravity value computed on the
 FD0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0842.degrees latitude (g = 980.6199 gals.).
 FD0842
 FD0842.The modeled gravity was interpolated from observed gravity values.
 FD0842
 FD0842;                    North         East    Units  Estimated Accuracy
 FD0842;SPC TN       -   117,250.      481,760.      MT  (+/- 180 meters Scaled)
 FD0842
 FD0842                          SUPERSEDED SURVEY CONTROL
 FD0842
 FD0842  NGVD 29 (??/??/92)  287.540  (m)          943.37   (f) ADJ UNCH    1 2
 FD0842
 FD0842.Superseded values are not recommended for survey control.
 FD0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0842.See file dsdata.txt to determine how the superseded data were derived.
 FD0842
 FD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE726155(NAD 83)
 FD0842_MARKER: DB = BENCH MARK DISK
 FD0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0842_STAMPING: D 176 1949
 FD0842_MARK LOGO: CGS   
 FD0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0842+STABILITY: SURFACE MOTION
 FD0842
 FD0842  HISTORY     - Date     Condition        Report By
 FD0842  HISTORY     - 1949     MONUMENTED       CGS
 FD0842  HISTORY     - 1973     GOOD             TVA
 FD0842  HISTORY     - 1983     GOOD             NGS
 FD0842
 FD0842                          STATION DESCRIPTION
 FD0842
 FD0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0842'0.8 MI N FROM BRACE.
 FD0842'ABOUT 0.75 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0842'FROM THE FLAG STATION AT BRACE, ABOUT 0.55 MILE SOUTH OF TRESTLE
 FD0842'NO. 43 OVER BUFFALO RIVER, AT THE NORTH END OF A CUT AND THE
 FD0842'SOUTH END OF A SHORT FILL, 50 FEET WEST-NORTHWEST OF THE
 FD0842'WEST-NORTHWEST RAIL, 1 FOOT WEST-NORTHWEST OF THE R/W FENCE
 FD0842'LINE, 65 FEET SOUTHWEST OF A TALL TELEPHONE STANDING IN A LOW PLACE,
 FD0842'17.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH OAK TREE,
 FD0842'95 FEET SOUTHWEST OF THE WEST END OF A 22-INCH PIPE CULVERT UNDER
 FD0842'RAILROAD, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2
 FD0842'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0842'PROJECTING 3 INCHES.  NOTE-- SIGN AND STEEL POST SET 1 FOOT EAST.
 FD0842
 FD0842                          STATION RECOVERY (1973)
 FD0842
 FD0842'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0842'RECOVERED IN GOOD CONDITION.
 FD0842
 FD0842                          STATION RECOVERY (1983)
 FD0842
 FD0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0842'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1261 ***********************************************************************
 FD1261  DESIGNATION -  D 177
 FD1261  PID         -  FD1261
 FD1261  STATE/COUNTY-  TN/LEWIS
 FD1261  USGS QUAD   -  HOHENWALD (1991)
 FD1261
 FD1261                         *CURRENT SURVEY CONTROL
 FD1261  ___________________________________________________________________
 FD1261* NAD 83(1986)-  35 32 27.     (N)    087 32 58.     (W)     SCALED    
 FD1261* NAVD 88     -       294.919  (meters)     967.58   (feet)  ADJUSTED  
 FD1261  ___________________________________________________________________
 FD1261  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1261  DYNAMIC HT  -         294.646 (meters)     966.68  (feet)  COMP
 FD1261  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FD1261
 FD1261  VERT ORDER  -  FIRST     CLASS II
 FD1261
 FD1261.The horizontal coordinates were scaled from a topographic map and have
 FD1261.an estimated accuracy of +/- 6 seconds.
 FD1261
 FD1261.The orthometric height was determined by differential leveling
 FD1261.and adjusted by the National Geodetic Survey in June 1991..
 FD1261
 FD1261.The geoid height was determined by GEOID03.
 FD1261
 FD1261.The dynamic height is computed by dividing the NAVD 88
 FD1261.geopotential number by the normal gravity value computed on the
 FD1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1261.degrees latitude (g = 980.6199 gals.).
 FD1261
 FD1261.The modeled gravity was interpolated from observed gravity values.
 FD1261
 FD1261;                    North         East    Units  Estimated Accuracy
 FD1261;SPC TN       -   135,080.      459,500.      MT  (+/- 180 meters Scaled)
 FD1261
 FD1261                          SUPERSEDED SURVEY CONTROL
 FD1261
 FD1261  NGVD 29 (??/??/92)  294.894  (m)          967.50   (f) ADJ UNCH    1 2
 FD1261
 FD1261.Superseded values are not recommended for survey control.
 FD1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1261.See file dsdata.txt to determine how the superseded data were derived.
 FD1261
 FD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE501331(NAD 83)
 FD1261_MARKER: DB = BENCH MARK DISK
 FD1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1261_STAMPING: D 177 1949
 FD1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1261+STABILITY: SURFACE MOTION
 FD1261
 FD1261  HISTORY     - Date     Condition        Report By
 FD1261  HISTORY     - 1949     MONUMENTED       CGS
 FD1261  HISTORY     - 1953     GOOD             TVA
 FD1261
 FD1261                          STATION DESCRIPTION
 FD1261
 FD1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1261'0.6 MI SE FROM HOHENWALD.
 FD1261'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1261'NATIONAL BANK AT HOHENWALD, ABOUT 0.2 MILE SOUTHEAST OF THE
 FD1261'JUNCTION OF STATE HIGHWAY 48, 49 FEET NORTH OF THE SOUTHWEST
 FD1261'CORNER OF A CEMETERY, 24 FEET EAST OF THE CENTER LINE OF THE
 FD1261'HIGHWAY, 1 FOOT WEST OF THE CEMETERY FENCE, 24 FEET WEST OF THE
 FD1261'TOMBSTONE OF RICHARD AND IRENE UNDERWOOD, 2 FEET SOUTH OF A
 FD1261'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 FD1261'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IT IS
 FD1261'46 FEET NORTH OF A POWER POLE WITH A PAINTED CROSS AND 18 FEET
 FD1261'SOUTH OF A CITY LIMITS SIGN.
 FD1261
 FD1261                          STATION RECOVERY (1953)
 FD1261
 FD1261'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0181 ***********************************************************************
 FD0181  DESIGNATION -  D 179
 FD0181  PID         -  FD0181
 FD0181  STATE/COUNTY-  TN/LINCOLN
 FD0181  USGS QUAD   -  FLINTVILLE (1972)
 FD0181
 FD0181                         *CURRENT SURVEY CONTROL
 FD0181  ___________________________________________________________________
 FD0181* NAD 83(1986)-  35 02 03.     (N)    086 23 05.     (W)     SCALED    
 FD0181* NAVD 88     -       271.816  (meters)     891.78   (feet)  ADJUSTED  
 FD0181  ___________________________________________________________________
 FD0181  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD0181  DYNAMIC HT  -         271.549 (meters)     890.91  (feet)  COMP
 FD0181  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 FD0181
 FD0181  VERT ORDER  -  FIRST     CLASS II
 FD0181
 FD0181.The horizontal coordinates were scaled from a topographic map and have
 FD0181.an estimated accuracy of +/- 6 seconds.
 FD0181
 FD0181.The orthometric height was determined by differential leveling
 FD0181.and adjusted by the National Geodetic Survey in June 1991..
 FD0181
 FD0181.The geoid height was determined by GEOID03.
 FD0181
 FD0181.The dynamic height is computed by dividing the NAVD 88
 FD0181.geopotential number by the normal gravity value computed on the
 FD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0181.degrees latitude (g = 980.6199 gals.).
 FD0181
 FD0181.The modeled gravity was interpolated from observed gravity values.
 FD0181
 FD0181;                    North         East    Units  Estimated Accuracy
 FD0181;SPC TN       -    77,830.      564,890.      MT  (+/- 180 meters Scaled)
 FD0181
 FD0181                          SUPERSEDED SURVEY CONTROL
 FD0181
 FD0181  NGVD 29 (??/??/92)  271.777  (m)          891.65   (f) ADJ UNCH    1 2
 FD0181
 FD0181.Superseded values are not recommended for survey control.
 FD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0181.See file dsdata.txt to determine how the superseded data were derived.
 FD0181
 FD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED561770(NAD 83)
 FD0181_MARKER: DB = BENCH MARK DISK
 FD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0181_STAMPING: D 179 1949
 FD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0181+STABILITY: SURFACE MOTION
 FD0181
 FD0181  HISTORY     - Date     Condition        Report By
 FD0181  HISTORY     - 1949     MONUMENTED       CGS
 FD0181  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0181
 FD0181                          STATION DESCRIPTION
 FD0181
 FD0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0181'2.1 MI NW FROM ELORA.
 FD0181'2.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0181'LOUIS RAILWAY FROM THE STATION AT ELORA, ABOUT 2.75 MILES SOUTHEAST
 FD0181'OF THE STATION AT FLINTVILLE, BETWEEN THE TRACK AND A DIM ROAD
 FD0181'PARALLELING THE TRACK, 47 FEET SOUTHEAST OF POLE NO. 23/19, 22
 FD0181'FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 FD0181'SOUTHWEST TO A FARM HOUSE AND THE DIM ROAD, 19 FEET NORTHEAST
 FD0181'OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF THE SOUTHWEST
 FD0181'RAIL, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 FD0181'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0181'3 INCHES.
 FD0181
 FD0181                          STATION RECOVERY (2001)
 FD0181
 FD0181'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0216 ***********************************************************************
 GD0216  DESIGNATION -  D 18
 GD0216  PID         -  GD0216
 GD0216  STATE/COUNTY-  TN/HENRY
 GD0216  USGS QUAD   -  PURYEAR (1985)
 GD0216
 GD0216                         *CURRENT SURVEY CONTROL
 GD0216  ___________________________________________________________________
 GD0216* NAD 83(1986)-  36 24 40.     (N)    088 20 50.     (W)     SCALED    
 GD0216* NAVD 88     -       155.129  (meters)     508.95   (feet)  ADJUSTED  
 GD0216  ___________________________________________________________________
 GD0216  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0216  DYNAMIC HT  -         155.002 (meters)     508.54  (feet)  COMP
 GD0216  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GD0216
 GD0216  VERT ORDER  -  FIRST     CLASS II
 GD0216
 GD0216.The horizontal coordinates were scaled from a topographic map and have
 GD0216.an estimated accuracy of +/- 6 seconds.
 GD0216
 GD0216.The orthometric height was determined by differential leveling
 GD0216.and adjusted by the National Geodetic Survey in June 1991..
 GD0216
 GD0216.The geoid height was determined by GEOID03.
 GD0216
 GD0216.The dynamic height is computed by dividing the NAVD 88
 GD0216.geopotential number by the normal gravity value computed on the
 GD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0216.degrees latitude (g = 980.6199 gals.).
 GD0216
 GD0216.The modeled gravity was interpolated from observed gravity values.
 GD0216
 GD0216;                    North         East    Units  Estimated Accuracy
 GD0216;SPC TN       -   233,060.      389,490.      MT  (+/- 180 meters Scaled)
 GD0216
 GD0216                          SUPERSEDED SURVEY CONTROL
 GD0216
 GD0216  NGVD 29 (??/??/??)  155.173  (m)          509.10   (f) ADJUSTED    1 2
 GD0216
 GD0216.Superseded values are not recommended for survey control.
 GD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0216.See file dsdata.txt to determine how the superseded data were derived.
 GD0216
 GD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF792303(NAD 83)
 GD0216_MARKER: DB = BENCH MARK DISK
 GD0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0216_STAMPING: D 18 1934 509.326
 GD0216_MARK LOGO: CGS   
 GD0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0216+STABILITY: SURFACE MOTION
 GD0216
 GD0216  HISTORY     - Date     Condition        Report By
 GD0216  HISTORY     - 1934     MONUMENTED       CGS
 GD0216  HISTORY     - 1968     GOOD             CGS
 GD0216  HISTORY     - 1971     GOOD             NGS
 GD0216  HISTORY     - 20000101 GOOD             NGS
 GD0216
 GD0216                          STATION DESCRIPTION
 GD0216
 GD0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0216'2.5 MI S FROM PURYEAR.
 GD0216'THE MARK IS ABOUT 2.5 MILES SOUTH ALONG THE OLD NASHVILLE,
 GD0216'CHATTANOOGA AND ST. LOUIS RAILROAD FROM PURYEAR.  (THIS IS NOW
 GD0216'THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 9 POLES SOUTH
 GD0216'OF A GRADED ROAD CROSSING, 6 RAILS SOUTH OF THE SOUTH END OF
 GD0216'RAILROAD BRIDGE NO. 555, 66 FEET AND ACROSS THE RAILROAD TRACKS
 GD0216'WEST OF TELEGRAPH POLE NO. 516, 56 FEET NORTHEAST OF THE NORTHEAST
 GD0216'CORNER OF THE CONCRETE FOUNDATION OF AN OLD CLAY LOADING HOPPER,
 GD0216'34 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 0.7 OF A
 GD0216'FOOT EAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 2 FEET
 GD0216'BELOW THE LEVEL OF THE TRACKS.  IT IS A STANDARD DISK SET IN THE
 GD0216'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD0216'AND THE DISK IS STAMPED D 18 1934 509.326.  NOTE-- 36.7 FT N
 GD0216'65 W OF CENTERLINE RR TRACK.  56.7 FT N 50 E OF THE TOP OF NE
 GD0216'CORNER OF OLD CONCRETE FOUNDATION (SHED OR BUILDING GONE).  POST
 GD0216'AND SIGN AT MONUMENT.
 GD0216
 GD0216                          STATION RECOVERY (1971)
 GD0216
 GD0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0216'RECOVERED IN GOOD CONDITION.
 GD0216
 GD0216                          STATION RECOVERY (2000)
 GD0216
 GD0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 GD0216'THE STATION IS LOCATED IN PURYEAR.  OWNERHIP IS USGS.  FOUND AS
 GD0216'DESCRIBED.  DESCRIBED BY RANDALL S CARMACK. FULL DESCRIPTION IN
 GD0216'DATABASE.  MAY HOLD WELL, BUT SUBJECT TO GROUND MOVEMENT.  FLUSH WITH
 GD0216'GROUND.  MARK IS NOT SUITABLE FOR GPS USE. PACK TIME, HIKE, TO MARK 10
 GD0216'MM.  CONTAINS MAGNETIC MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0328 ***********************************************************************
 FD0328  DESIGNATION -  D 180
 FD0328  PID         -  FD0328
 FD0328  STATE/COUNTY-  TN/LINCOLN
 FD0328  USGS QUAD   -  BELLEVILLE (1982)
 FD0328
 FD0328                         *CURRENT SURVEY CONTROL
 FD0328  ___________________________________________________________________
 FD0328* NAD 83(1986)-  35 15 19.     (N)    086 37 21.     (W)     SCALED    
 FD0328* NAVD 88     -       213.983  (meters)     702.04   (feet)  ADJUSTED  
 FD0328  ___________________________________________________________________
 FD0328  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0328  DYNAMIC HT  -         213.786 (meters)     701.40  (feet)  COMP
 FD0328  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FD0328
 FD0328  VERT ORDER  -  FIRST     CLASS II
 FD0328
 FD0328.The horizontal coordinates were scaled from a topographic map and have
 FD0328.an estimated accuracy of +/- 6 seconds.
 FD0328
 FD0328.The orthometric height was determined by differential leveling
 FD0328.and adjusted by the National Geodetic Survey in June 1991..
 FD0328
 FD0328.The geoid height was determined by GEOID03.
 FD0328
 FD0328.The dynamic height is computed by dividing the NAVD 88
 FD0328.geopotential number by the normal gravity value computed on the
 FD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0328.degrees latitude (g = 980.6199 gals.).
 FD0328
 FD0328.The modeled gravity was interpolated from observed gravity values.
 FD0328
 FD0328;                    North         East    Units  Estimated Accuracy
 FD0328;SPC TN       -   102,470.      543,350.      MT  (+/- 180 meters Scaled)
 FD0328
 FD0328                          SUPERSEDED SURVEY CONTROL
 FD0328
 FD0328  NGVD 29 (??/??/92)  213.963  (m)          701.98   (f) ADJ UNCH    1 2
 FD0328
 FD0328.Superseded values are not recommended for survey control.
 FD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0328.See file dsdata.txt to determine how the superseded data were derived.
 FD0328
 FD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE343014(NAD 83)
 FD0328_MARKER: DB = BENCH MARK DISK
 FD0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0328_SP_SET: ABUTMENT
 FD0328_STAMPING: D 180 1949
 FD0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0328
 FD0328  HISTORY     - Date     Condition        Report By
 FD0328  HISTORY     - 1949     MONUMENTED       CGS
 FD0328
 FD0328                          STATION DESCRIPTION
 FD0328
 FD0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0328'4.4 MI SE FROM PETERSBURG.
 FD0328'4.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0328'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, BETWEEN POLES
 FD0328'47/20 AND 47/21, SET IN THE TOP OF THE FIRST STONE DOWN FROM THE
 FD0328'TOP STONE OF THE NORTHWEST ABUTMENT AT THE NORTHWEST END OF BRIDGE
 FD0328'NO. 47.8 OVER GINGERBREAD CREEK, 6 1/2 FEET NORTHEAST OF THE
 FD0328'NORTHEAST RAIL AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1395 ***********************************************************************
 GC1395  DESIGNATION -  D 182
 GC1395  PID         -  GC1395
 GC1395  STATE/COUNTY-  TN/MONTGOMERY
 GC1395  USGS QUAD   -  EXCELL (1983)
 GC1395
 GC1395                         *CURRENT SURVEY CONTROL
 GC1395  ___________________________________________________________________
 GC1395* NAD 83(1986)-  36 23 36.     (N)    087 15 41.     (W)     SCALED    
 GC1395* NAVD 88     -       123.089  (meters)     403.83   (feet)  ADJUSTED  
 GC1395  ___________________________________________________________________
 GC1395  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1395  DYNAMIC HT  -         122.986 (meters)     403.50  (feet)  COMP
 GC1395  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GC1395
 GC1395  VERT ORDER  -  FIRST     CLASS II
 GC1395
 GC1395.The horizontal coordinates were scaled from a topographic map and have
 GC1395.an estimated accuracy of +/- 6 seconds.
 GC1395
 GC1395.The orthometric height was determined by differential leveling
 GC1395.and adjusted by the National Geodetic Survey in June 1991..
 GC1395
 GC1395.The geoid height was determined by GEOID03.
 GC1395
 GC1395.The dynamic height is computed by dividing the NAVD 88
 GC1395.geopotential number by the normal gravity value computed on the
 GC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1395.degrees latitude (g = 980.6199 gals.).
 GC1395
 GC1395.The modeled gravity was interpolated from observed gravity values.
 GC1395
 GC1395;                    North         East    Units  Estimated Accuracy
 GC1395;SPC TN       -   229,290.      486,840.      MT  (+/- 180 meters Scaled)
 GC1395
 GC1395                          SUPERSEDED SURVEY CONTROL
 GC1395
 GC1395  NGVD 29 (??/??/92)  123.150  (m)          404.03   (f) ADJ UNCH    1 2
 GC1395
 GC1395.Superseded values are not recommended for survey control.
 GC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1395.See file dsdata.txt to determine how the superseded data were derived.
 GC1395
 GC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF765276(NAD 83)
 GC1395_MARKER: DB = BENCH MARK DISK
 GC1395_SETTING: 66 = SET IN ROCK OUTCROP
 GC1395_SP_SET: ROCK OUTCROP
 GC1395_STAMPING: D 182 1949
 GC1395_MARK LOGO: CGS   
 GC1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1395+STABILITY: POSITION/ELEVATION WELL
 GC1395
 GC1395  HISTORY     - Date     Condition        Report By
 GC1395  HISTORY     - 1949     MONUMENTED       CGS
 GC1395  HISTORY     - 1984     GOOD             NGS
 GC1395
 GC1395                          STATION DESCRIPTION
 GC1395
 GC1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1395'12.3 MI SE FROM CLARKSVILLE.
 GC1395'12.3 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1395'STATION AT CLARKSVILLE, ABOUT 1.35 MILES NORTHWEST OF THE
 GC1395'MONTGOMERY-CHEATHAM COUNTY LINE, 170.5 FEET NORTHWEST OF THE
 GC1395'NORTH CORNER OF TRESTLE NO. H-43-58 OVER SHELTON BRANCH, 74
 GC1395'FEET NORTHWEST OF THE NORTHWEST CONCRETE STAND FOR A RAIL
 GC1395'SUPPORT, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE
 GC1395'TOP OF A PROJECTION OF ROCK IN DITCH, AND ABOUT LEVEL WITH THE
 GC1395'TRACK.
 GC1395
 GC1395                          STATION RECOVERY (1984)
 GC1395
 GC1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1395'RECOVERED IN GOOD CONDTION.  NOTE, THE TRACKS ARE NOT BEING USED AT
 GC1395'THE PRESENT TIME IN THIS AREA.  NOT LEVELED TO THIS SURVEY.
 GC1395'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1120 ***********************************************************************
 GC1120  DESIGNATION -  D 183
 GC1120  PID         -  GC1120
 GC1120  STATE/COUNTY-  TN/MONTGOMERY
 GC1120  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1120
 GC1120                         *CURRENT SURVEY CONTROL
 GC1120  ___________________________________________________________________
 GC1120* NAD 83(1986)-  36 37 14.     (N)    087 25 14.     (W)     SCALED    
 GC1120* NAVD 88     -       163.908  (meters)     537.75   (feet)  ADJUSTED  
 GC1120  ___________________________________________________________________
 GC1120  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1120  DYNAMIC HT  -         163.772 (meters)     537.31  (feet)  COMP
 GC1120  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GC1120
 GC1120  VERT ORDER  -  FIRST     CLASS II
 GC1120
 GC1120.This mark is at Outlaw Field Airport (CKV)
 GC1120
 GC1120.The horizontal coordinates were scaled from a topographic map and have
 GC1120.an estimated accuracy of +/- 6 seconds.
 GC1120
 GC1120.The orthometric height was determined by differential leveling
 GC1120.and adjusted by the National Geodetic Survey in June 1991..
 GC1120
 GC1120.The geoid height was determined by GEOID03.
 GC1120
 GC1120.The dynamic height is computed by dividing the NAVD 88
 GC1120.geopotential number by the normal gravity value computed on the
 GC1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1120.degrees latitude (g = 980.6199 gals.).
 GC1120
 GC1120.The modeled gravity was interpolated from observed gravity values.
 GC1120
 GC1120;                    North         East    Units  Estimated Accuracy
 GC1120;SPC TN       -   254,700.      472,930.      MT  (+/- 180 meters Scaled)
 GC1120
 GC1120                          SUPERSEDED SURVEY CONTROL
 GC1120
 GC1120  NGVD 29 (??/??/92)  163.966  (m)          537.95   (f) ADJ UNCH    1 2
 GC1120
 GC1120.Superseded values are not recommended for survey control.
 GC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1120.See file dsdata.txt to determine how the superseded data were derived.
 GC1120
 GC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF623528(NAD 83)
 GC1120_MARKER: DB = BENCH MARK DISK
 GC1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1120_STAMPING: D 183 1949
 GC1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1120+STABILITY: SURFACE MOTION
 GC1120
 GC1120  HISTORY     - Date     Condition        Report By
 GC1120  HISTORY     - 1949     MONUMENTED       CGS
 GC1120  HISTORY     - 1967     GOOD             NGS
 GC1120
 GC1120                          STATION DESCRIPTION
 GC1120
 GC1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1120'11.1 MI N FROM CLARKSVILLE.
 GC1120'11.1 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1120'STATION AT CLARKSVILLE, AT THE WEST EDGE OF OUTLAW FIELD
 GC1120'AIRPORT, 215 YARDS SOUTH OF THE AIRPORT ENTRANCE ROAD, 37 FEET
 GC1120'EAST OF THE EAST RAIL OF THE MAIN TRACK, ABOUT 85 YARDS
 GC1120'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR, 166 FEET WEST
 GC1120'OF THE SOUTHWEST END OF A 12-INCH DRAIN EMPTYING INTO A DITCH,
 GC1120'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 6 FEET ABOVE THE
 GC1120'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1120
 GC1120                          STATION RECOVERY (1967)
 GC1120
 GC1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0293 ***********************************************************************
 FD0293  DESIGNATION -  D 185
 FD0293  PID         -  FD0293
 FD0293  STATE/COUNTY-  TN/MARSHALL
 FD0293  USGS QUAD   -  LEWISBURG (1981)
 FD0293
 FD0293                         *CURRENT SURVEY CONTROL
 FD0293  ___________________________________________________________________
 FD0293* NAD 83(1986)-  35 28 46.     (N)    086 48 26.     (W)     SCALED    
 FD0293* NAVD 88     -       223.837  (meters)     734.37   (feet)  ADJUSTED  
 FD0293  ___________________________________________________________________
 FD0293  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0293  DYNAMIC HT  -         223.636 (meters)     733.71  (feet)  COMP
 FD0293  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FD0293
 FD0293  VERT ORDER  -  FIRST     CLASS II
 FD0293
 FD0293.The horizontal coordinates were scaled from a topographic map and have
 FD0293.an estimated accuracy of +/- 6 seconds.
 FD0293
 FD0293.The orthometric height was determined by differential leveling
 FD0293.and adjusted by the National Geodetic Survey in June 1991..
 FD0293
 FD0293.The geoid height was determined by GEOID03.
 FD0293
 FD0293.The dynamic height is computed by dividing the NAVD 88
 FD0293.geopotential number by the normal gravity value computed on the
 FD0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0293.degrees latitude (g = 980.6199 gals.).
 FD0293
 FD0293.The modeled gravity was interpolated from observed gravity values.
 FD0293
 FD0293;                    North         East    Units  Estimated Accuracy
 FD0293;SPC TN       -   127,460.      526,750.      MT  (+/- 180 meters Scaled)
 FD0293
 FD0293                          SUPERSEDED SURVEY CONTROL
 FD0293
 FD0293  NGVD 29 (??/??/92)  223.814  (m)          734.30   (f) ADJ UNCH    1 2
 FD0293
 FD0293.Superseded values are not recommended for survey control.
 FD0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0293.See file dsdata.txt to determine how the superseded data were derived.
 FD0293
 FD0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE174262(NAD 83)
 FD0293_MARKER: DB = BENCH MARK DISK
 FD0293_SETTING: 66 = SET IN ROCK OUTCROP
 FD0293_SP_SET: SET IN ROCK OUTCROP
 FD0293_STAMPING: D 185 1949
 FD0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0293+STABILITY: POSITION/ELEVATION WELL
 FD0293
 FD0293  HISTORY     - Date     Condition        Report By
 FD0293  HISTORY     - 1949     MONUMENTED       CGS
 FD0293
 FD0293                          STATION DESCRIPTION
 FD0293
 FD0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0293'2.2 MI NW FROM LEWISBURG.
 FD0293'2.15 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0293'GRAMMAR SCHOOL AT LEWISBURG, AT A CURVE IN THE ROAD WITH TANGENTS
 FD0293'SOUTHEAST AND NORTH AND THE JUNCTION OF A DRIVE WEST TO A FARM,
 FD0293'SET IN THE TOP OF A PROJECTION OF ROCK, ACROSS ROAD FROM A
 FD0293'TWO STORY WHITE HOUSE, 89 FEET WEST-SOUTHWEST OF THE CENTER LINE
 FD0293'OF THE ROAD, 61 FEET WEST-SOUTHWEST OF THE NORTH STONE GATE POST
 FD0293'AT DRIVE, 47 1/2 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 49,
 FD0293'34 1/2 FEET EAST OF A 10-INCH FORKED HEDGE TREE, 6 1/2 FEET
 FD0293'SOUTH OF A FENCE LINE, 12 FEET NORTH OF THE CENTER LINE OF THE
 FD0293'FARM ROAD, AND ABOUT 1 1/2 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0050 ***********************************************************************
 FD0050  DESIGNATION -  D 186
 FD0050  PID         -  FD0050
 FD0050  STATE/COUNTY-  TN/RUTHERFORD
 FD0050  USGS QUAD   -  WALTERHILL (1998)
 FD0050
 FD0050                         *CURRENT SURVEY CONTROL
 FD0050  ___________________________________________________________________
 FD0050* NAD 83(1986)-  35 54 22.     (N)    086 27 10.     (W)     SCALED    
 FD0050* NAVD 88     -       165.997  (meters)     544.61   (feet)  ADJUSTED  
 FD0050  ___________________________________________________________________
 FD0050  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0050  DYNAMIC HT  -         165.853 (meters)     544.14  (feet)  COMP
 FD0050  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 FD0050
 FD0050  VERT ORDER  -  FIRST     CLASS II
 FD0050
 FD0050.The horizontal coordinates were scaled from a topographic map and have
 FD0050.an estimated accuracy of +/- 6 seconds.
 FD0050
 FD0050.The orthometric height was determined by differential leveling
 FD0050.and adjusted by the National Geodetic Survey in June 1991..
 FD0050
 FD0050.The geoid height was determined by GEOID03.
 FD0050
 FD0050.The dynamic height is computed by dividing the NAVD 88
 FD0050.geopotential number by the normal gravity value computed on the
 FD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0050.degrees latitude (g = 980.6199 gals.).
 FD0050
 FD0050.The modeled gravity was interpolated from observed gravity values.
 FD0050
 FD0050;                    North         East    Units  Estimated Accuracy
 FD0050;SPC TN       -   174,590.      559,130.      MT  (+/- 180 meters Scaled)
 FD0050
 FD0050                          SUPERSEDED SURVEY CONTROL
 FD0050
 FD0050  NGVD 29 (??/??/92)  166.013  (m)          544.66   (f) ADJ UNCH    1 2
 FD0050
 FD0050.Superseded values are not recommended for survey control.
 FD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0050.See file dsdata.txt to determine how the superseded data were derived.
 FD0050
 FD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE493736(NAD 83)
 FD0050_MARKER: DB = BENCH MARK DISK
 FD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0050_STAMPING: D 186 1949
 FD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0050+STABILITY: SURFACE MOTION
 FD0050
 FD0050  HISTORY     - Date     Condition        Report By
 FD0050  HISTORY     - 1949     MONUMENTED       CGS
 FD0050  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0050
 FD0050                          STATION DESCRIPTION
 FD0050
 FD0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0050'5.2 MI NW FROM MURFREESBORO.
 FD0050'5.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0050'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 1.0 MILE
 FD0050'SOUTHEAST OF THE ROAD CROSSING AND FLAG STATION AT FLORENCE, ABOUT
 FD0050'0.1 MILE SOUTHEAST OF A FARM ROAD CROSSING, 82 FEET WEST AND ACROSS
 FD0050'THE TRACK FROM POLE 26/20, 70 FEET NORTHWEST OF THE NORTH END
 FD0050'OF A STONE FENCE, 57 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 FD0050'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT NORTHEAST OF
 FD0050'THE FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FD0050'3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0050'PROJECTING 3 INCHES.
 FD0050
 FD0050                          STATION RECOVERY (2001)
 FD0050
 FD0050'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0050'THERE HAS BEEN EXTENSIVE GRADING IN THE IMMEDIATE VICINITY OF THE
 FD0050'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0413 ***********************************************************************
 GC0413  DESIGNATION -  D 187
 GC0413  PID         -  GC0413
 GC0413  STATE/COUNTY-  TN/DAVIDSON
 GC0413  USGS QUAD   -  ANTIOCH (1983)
 GC0413
 GC0413                         *CURRENT SURVEY CONTROL
 GC0413  ___________________________________________________________________
 GC0413* NAD 83(1986)-  36 02 37.     (N)    086 39 04.     (W)     SCALED    
 GC0413* NAVD 88     -       171.819  (meters)     563.71   (feet)  ADJUSTED  
 GC0413  ___________________________________________________________________
 GC0413  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0413  DYNAMIC HT  -         171.670 (meters)     563.22  (feet)  COMP
 GC0413  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0413
 GC0413  VERT ORDER  -  FIRST     CLASS II
 GC0413
 GC0413.The horizontal coordinates were scaled from a topographic map and have
 GC0413.an estimated accuracy of +/- 6 seconds.
 GC0413
 GC0413.The orthometric height was determined by differential leveling
 GC0413.and adjusted by the National Geodetic Survey in June 1991..
 GC0413
 GC0413.The geoid height was determined by GEOID03.
 GC0413
 GC0413.The dynamic height is computed by dividing the NAVD 88
 GC0413.geopotential number by the normal gravity value computed on the
 GC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0413.degrees latitude (g = 980.6199 gals.).
 GC0413
 GC0413.The modeled gravity was interpolated from observed gravity values.
 GC0413
 GC0413;                    North         East    Units  Estimated Accuracy
 GC0413;SPC TN       -   189,950.      541,330.      MT  (+/- 180 meters Scaled)
 GC0413
 GC0413                          SUPERSEDED SURVEY CONTROL
 GC0413
 GC0413  NGVD 29 (??/??/92)  171.839  (m)          563.78   (f) ADJ UNCH    1 2
 GC0413
 GC0413.Superseded values are not recommended for survey control.
 GC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0413.See file dsdata.txt to determine how the superseded data were derived.
 GC0413
 GC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE314888(NAD 83)
 GC0413_MARKER: DB = BENCH MARK DISK
 GC0413_SETTING: 66 = SET IN ROCK OUTCROP
 GC0413_SP_SET: ROCK OUTCROP
 GC0413_STAMPING: D 187 1949
 GC0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0413+STABILITY: POSITION/ELEVATION WELL
 GC0413
 GC0413  HISTORY     - Date     Condition        Report By
 GC0413  HISTORY     - 1949     MONUMENTED       CGS
 GC0413  HISTORY     - 1960     GOOD             NGS
 GC0413
 GC0413                          STATION DESCRIPTION
 GC0413
 GC0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0413'1.7 MI SE FROM ANTIOCH.
 GC0413'1.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0413'LOUIS RAILWAY FROM THE STATION AT ANTIOCH, 0.3 MILE WEST OF A
 GC0413'ROAD CROSSING, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GC0413'NORTHWEST AND EAST, 150 FEET WEST OF A RAILROAD BATTERY BOX, 93.8
 GC0413'FEET WEST OF A TELEPHONE POLE 11/15, 63.3 FEET EAST-SOUTHEAST
 GC0413'OF POLE 11/14, 23 1/2 FEET NORTH OF THE NORTH RAIL, 14 FEET SOUTH
 GC0413'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT BELOW THE TRACK AND SET
 GC0413'IN THE TOP OF A FLAT OUTCROP OF ROCK ABOUT 4 BY 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0388 ***********************************************************************
 GC0388  DESIGNATION -  D 188
 GC0388  PID         -  GC0388
 GC0388  STATE/COUNTY-  TN/DAVIDSON
 GC0388  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0388
 GC0388                         *CURRENT SURVEY CONTROL
 GC0388  ___________________________________________________________________
 GC0388* NAD 83(1986)-  36 11 38.     (N)    086 48 24.     (W)     SCALED    
 GC0388* NAVD 88     -       123.602  (meters)     405.52   (feet)  ADJUSTED  
 GC0388  ___________________________________________________________________
 GC0388  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0388  DYNAMIC HT  -         123.496 (meters)     405.17  (feet)  COMP
 GC0388  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0388
 GC0388  VERT ORDER  -  FIRST     CLASS II
 GC0388
 GC0388.The horizontal coordinates were scaled from a topographic map and have
 GC0388.an estimated accuracy of +/- 6 seconds.
 GC0388
 GC0388.The orthometric height was determined by differential leveling
 GC0388.and adjusted by the National Geodetic Survey in June 1991..
 GC0388
 GC0388.The geoid height was determined by GEOID03.
 GC0388
 GC0388.The dynamic height is computed by dividing the NAVD 88
 GC0388.geopotential number by the normal gravity value computed on the
 GC0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0388.degrees latitude (g = 980.6199 gals.).
 GC0388
 GC0388.The modeled gravity was interpolated from observed gravity values.
 GC0388
 GC0388;                    North         East    Units  Estimated Accuracy
 GC0388;SPC TN       -   206,730.      527,450.      MT  (+/- 180 meters Scaled)
 GC0388
 GC0388                          SUPERSEDED SURVEY CONTROL
 GC0388
 GC0388  NGVD 29 (??/??/92)  123.630  (m)          405.61   (f) ADJ UNCH    1 2
 GC0388
 GC0388.Superseded values are not recommended for survey control.
 GC0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0388.See file dsdata.txt to determine how the superseded data were derived.
 GC0388
 GC0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF173054(NAD 83)
 GC0388_MARKER: DB = BENCH MARK DISK
 GC0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0388_STAMPING: D 188 1949
 GC0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0388+STABILITY: SURFACE MOTION
 GC0388
 GC0388  HISTORY     - Date     Condition        Report By
 GC0388  HISTORY     - 1949     MONUMENTED       CGS
 GC0388  HISTORY     - 1960     MARK NOT FOUND   NGS
 GC0388
 GC0388                          STATION DESCRIPTION
 GC0388
 GC0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0388'AT NASHVILLE.
 GC0388'AT NASHVILLE, DAVIDSON COUNTY, 1.05 MILES NORTH ALONG 9TH AVENUE
 GC0388'NORTH FROM THE R.W. JONES SCHOOL AND INTERSECTION OF BUCHANAN
 GC0388'STREET, AT THE SOUTHEAST CORNER OF THE CUMBERLAND AIRPORT AND
 GC0388'ACROSS ROAD FROM A BASEBALL PARK, AT THE ENTRANCE ROAD LEADING WEST
 GC0388'TO TRI-AERO OPERATIONS BUILDING, 24 FEET WEST OF THE CENTERLINE
 GC0388'OF THE ROAD, 27 FEET NORTH OF THE CENTERLINE OF THE SOUTH ONE OF 2
 GC0388'ENTRANCE ROADS, 17 FEET SOUTH OF THE NORTH ENTRANCE ROAD, 1 1/2
 GC0388'FEET NORTH OF A WHITE WITNESS POST, 1/2 FOOT BELOW THE ROAD AND SET
 GC0388'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- A BRICK
 GC0388'PLANT HAS BEEN BUILT AT THE LOCATION OF THE MARK AND IT APPEARS
 GC0388'THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1076 ***********************************************************************
 FC1076  DESIGNATION -  D 189
 FC1076  PID         -  FC1076
 FC1076  STATE/COUNTY-  TN/HAMILTON
 FC1076  USGS QUAD   -  GRAYSVILLE (1990)
 FC1076
 FC1076                         *CURRENT SURVEY CONTROL
 FC1076  ___________________________________________________________________
 FC1076* NAD 83(1986)-  35 23 14.     (N)    085 06 38.     (W)     SCALED    
 FC1076* NAVD 88     -       224.984  (meters)     738.13   (feet)  ADJUSTED  
 FC1076  ___________________________________________________________________
 FC1076  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1076  DYNAMIC HT  -         224.767 (meters)     737.42  (feet)  COMP
 FC1076  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1076
 FC1076  VERT ORDER  -  FIRST     CLASS II
 FC1076
 FC1076.The horizontal coordinates were scaled from a topographic map and have
 FC1076.an estimated accuracy of +/- 6 seconds.
 FC1076
 FC1076.The orthometric height was determined by differential leveling
 FC1076.and adjusted by the National Geodetic Survey in June 1991..
 FC1076
 FC1076.The geoid height was determined by GEOID03.
 FC1076
 FC1076.The dynamic height is computed by dividing the NAVD 88
 FC1076.geopotential number by the normal gravity value computed on the
 FC1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1076.degrees latitude (g = 980.6199 gals.).
 FC1076
 FC1076.The modeled gravity was interpolated from observed gravity values.
 FC1076
 FC1076;                    North         East    Units  Estimated Accuracy
 FC1076;SPC TN       -   117,300.      680,810.      MT  (+/- 180 meters Scaled)
 FC1076
 FC1076                          SUPERSEDED SURVEY CONTROL
 FC1076
 FC1076  NGVD 29 (??/??/92)  225.042  (m)          738.33   (f) ADJ UNCH    1 2
 FC1076
 FC1076.Superseded values are not recommended for survey control.
 FC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1076.See file dsdata.txt to determine how the superseded data were derived.
 FC1076
 FC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE716176(NAD 83)
 FC1076_MARKER: DB = BENCH MARK DISK
 FC1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1076_STAMPING: D 189 1950
 FC1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1076+STABILITY: SURFACE MOTION
 FC1076
 FC1076  HISTORY     - Date     Condition        Report By
 FC1076  HISTORY     - 1950     MONUMENTED       CGS
 FC1076  HISTORY     - 1972     GOOD             TVA
 FC1076
 FC1076                          STATION DESCRIPTION
 FC1076
 FC1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1076'0.4 MI N FROM SALE CREEK.
 FC1076'ABOUT 0.35 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1076'STATION AT SALE CREEK, AT A ROAD CROSSING, 13 RAILS NORTH OF
 FC1076'SEMAPHORE NO. 309/5, 58 FEET NORTHEAST OF THE CENTER OF THE
 FC1076'CROSSING, 44 FEET EAST OF THE EAST RAIL, 31 FEET NORTH OF THE
 FC1076'CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A TELEPHONE POLE,
 FC1076'4 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A T.V.A. STEEL
 FC1076'WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 FC1076'CONCRETE POST PROJECTING 4 INCHES.
 FC1076
 FC1076                          STATION RECOVERY (1972)
 FC1076
 FC1076'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0051 ***********************************************************************
 FE0051  DESIGNATION -  D 19
 FE0051  PID         -  FE0051
 FE0051  STATE/COUNTY-  TN/CARROLL
 FE0051  USGS QUAD   -  BUENA VISTA (1973)
 FE0051
 FE0051                         *CURRENT SURVEY CONTROL
 FE0051  ___________________________________________________________________
 FE0051* NAD 83(1986)-  35 57 02.     (N)    088 18 06.     (W)     SCALED    
 FE0051* NAVD 88     -       127.998  (meters)     419.94   (feet)  ADJUSTED  
 FE0051  ___________________________________________________________________
 FE0051  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FE0051  DYNAMIC HT  -         127.887 (meters)     419.58  (feet)  COMP
 FE0051  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 FE0051
 FE0051  VERT ORDER  -  FIRST     CLASS II
 FE0051
 FE0051.The horizontal coordinates were scaled from a topographic map and have
 FE0051.an estimated accuracy of +/- 6 seconds.
 FE0051
 FE0051.The orthometric height was determined by differential leveling
 FE0051.and adjusted by the National Geodetic Survey in June 1991..
 FE0051
 FE0051.The geoid height was determined by GEOID03.
 FE0051
 FE0051.The dynamic height is computed by dividing the NAVD 88
 FE0051.geopotential number by the normal gravity value computed on the
 FE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0051.degrees latitude (g = 980.6199 gals.).
 FE0051
 FE0051.The modeled gravity was interpolated from observed gravity values.
 FE0051
 FE0051;                    North         East    Units  Estimated Accuracy
 FE0051;SPC TN       -   181,870.      392,370.      MT  (+/- 180 meters Scaled)
 FE0051
 FE0051                          SUPERSEDED SURVEY CONTROL
 FE0051
 FE0051  NGVD 29 (??/??/??)  128.022  (m)          420.02   (f) ADJUSTED    1 2
 FE0051
 FE0051.Superseded values are not recommended for survey control.
 FE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0051.See file dsdata.txt to determine how the superseded data were derived.
 FE0051
 FE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE826792(NAD 83)
 FE0051_MARKER: DB = BENCH MARK DISK
 FE0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0051_STAMPING: 420.193 D 19 1934
 FE0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0051+STABILITY: SURFACE MOTION
 FE0051
 FE0051  HISTORY     - Date     Condition        Report By
 FE0051  HISTORY     - 1934     MONUMENTED       CGS
 FE0051  HISTORY     - 1937     GOOD             CGS
 FE0051  HISTORY     - 1973     MARK NOT FOUND   TVA
 FE0051
 FE0051                          STATION DESCRIPTION
 FE0051
 FE0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0051'2.1 MI S FROM BUENA VISTA.
 FE0051'2.1 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0051'RAILWAY FROM THE STATION AT BUENA VISTA, CARROLL COUNTY, 13-1/2
 FE0051'POLES SOUTH OF MILEPOST 94, AT A PRIVATE-ROAD CROSSING, 36 FEET
 FE0051'WEST OF THE WEST RAIL, AN 24 FEET NORTH OF THE CENTERLINE OF THE
 FE0051'ROAD.  A STANDARD DISK, STAMPED 420.193 D 19 1934 AND SET IN THE
 FE0051'TOP OF A CONCRETE POST.
 FE0051
 FE0051                          STATION RECOVERY (1973)
 FE0051
 FE0051'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0481 ***********************************************************************
 GB0481  DESIGNATION -  D 190
 GB0481  PID         -  GB0481
 GB0481  STATE/COUNTY-  TN/ANDERSON
 GB0481  USGS QUAD   -  POWELL (1976)
 GB0481
 GB0481                         *CURRENT SURVEY CONTROL
 GB0481  ___________________________________________________________________
 GB0481* NAD 83(1986)-  36 02 08.     (N)    084 07 18.     (W)     SCALED    
 GB0481* NAVD 88     -       266.133  (meters)     873.14   (feet)  ADJUSTED  
 GB0481  ___________________________________________________________________
 GB0481  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0481  DYNAMIC HT  -         265.887 (meters)     872.33  (feet)  COMP
 GB0481  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GB0481
 GB0481  VERT ORDER  -  FIRST     CLASS II
 GB0481
 GB0481.The horizontal coordinates were scaled from a topographic map and have
 GB0481.an estimated accuracy of +/- 6 seconds.
 GB0481
 GB0481.The orthometric height was determined by differential leveling
 GB0481.and adjusted by the National Geodetic Survey in June 1991..
 GB0481
 GB0481.The geoid height was determined by GEOID03.
 GB0481
 GB0481.The dynamic height is computed by dividing the NAVD 88
 GB0481.geopotential number by the normal gravity value computed on the
 GB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0481.degrees latitude (g = 980.6199 gals.).
 GB0481
 GB0481.The modeled gravity was interpolated from observed gravity values.
 GB0481
 GB0481;                    North         East    Units  Estimated Accuracy
 GB0481;SPC TN       -   190,490.      769,260.      MT  (+/- 180 meters Scaled)
 GB0481
 GB0481                          SUPERSEDED SURVEY CONTROL
 GB0481
 GB0481  NGVD 29 (??/??/92)  266.262  (m)          873.56   (f) ADJ UNCH    1 2
 GB0481
 GB0481.Superseded values are not recommended for survey control.
 GB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0481.See file dsdata.txt to determine how the superseded data were derived.
 GB0481
 GB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE593917(NAD 83)
 GB0481_MARKER: DB = BENCH MARK DISK
 GB0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0481_STAMPING: D 190 1950
 GB0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0481+STABILITY: SURFACE MOTION
 GB0481
 GB0481  HISTORY     - Date     Condition        Report By
 GB0481  HISTORY     - 1950     MONUMENTED       CGS
 GB0481  HISTORY     - 1967     GOOD             NGS
 GB0481  HISTORY     - 1973     GOOD             LOCSUR
 GB0481
 GB0481                          STATION DESCRIPTION
 GB0481
 GB0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0481'5.4 MI SE FROM CLINTON.
 GB0481'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0481'COURTHOUSE AT CLINTON, THENCE 0.5 MILE WEST ALONG RACOON VALLEY
 GB0481'ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A PAVED ROAD, AT THE
 GB0481'ABANDONED CLINTON-OAK RIDGE AIRPORT, 58 FEET NORTHWEST OF THE
 GB0481'CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 GB0481'A DRIVE LEADING NORTHWEST TO A TWO STORY WHITE HOUSE, 1 1/2 FEET
 GB0481'SOUTHWEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 GB0481'2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 GB0481'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GB0481
 GB0481                          STATION RECOVERY (1973)
 GB0481
 GB0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0845 ***********************************************************************
 GB0845  DESIGNATION -  D 191
 GB0845  PID         -  GB0845
 GB0845  STATE/COUNTY-  TN/MORGAN
 GB0845  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0845
 GB0845                         *CURRENT SURVEY CONTROL
 GB0845  ___________________________________________________________________
 GB0845* NAD 83(1986)-  36 00 59.     (N)    084 34 24.     (W)     SCALED    
 GB0845* NAVD 88     -       249.067  (meters)     817.15   (feet)  ADJUSTED  
 GB0845  ___________________________________________________________________
 GB0845  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB0845  DYNAMIC HT  -         248.842 (meters)     816.41  (feet)  COMP
 GB0845  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GB0845
 GB0845  VERT ORDER  -  FIRST     CLASS I
 GB0845
 GB0845.The horizontal coordinates were scaled from a topographic map and have
 GB0845.an estimated accuracy of +/- 6 seconds.
 GB0845
 GB0845.The orthometric height was determined by differential leveling
 GB0845.and adjusted by the National Geodetic Survey in June 1991..
 GB0845
 GB0845.The geoid height was determined by GEOID03.
 GB0845
 GB0845.The dynamic height is computed by dividing the NAVD 88
 GB0845.geopotential number by the normal gravity value computed on the
 GB0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0845.degrees latitude (g = 980.6199 gals.).
 GB0845
 GB0845.The modeled gravity was interpolated from observed gravity values.
 GB0845
 GB0845;                    North         East    Units  Estimated Accuracy
 GB0845;SPC TN       -   187,670.      728,600.      MT  (+/- 180 meters Scaled)
 GB0845
 GB0845                          SUPERSEDED SURVEY CONTROL
 GB0845
 GB0845  NGVD 29 (??/??/92)  249.181  (m)          817.52   (f) ADJ UNCH    1 1
 GB0845
 GB0845.Superseded values are not recommended for survey control.
 GB0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0845.See file dsdata.txt to determine how the superseded data were derived.
 GB0845
 GB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE186884(NAD 83)
 GB0845_MARKER: DB = BENCH MARK DISK
 GB0845_SETTING: 66 = SET IN ROCK OUTCROP
 GB0845_SP_SET: ROCK CUT
 GB0845_STAMPING: D 191 1950
 GB0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0845+STABILITY: POSITION/ELEVATION WELL
 GB0845
 GB0845  HISTORY     - Date     Condition        Report By
 GB0845  HISTORY     - 1950     MONUMENTED       CGS
 GB0845  HISTORY     - 1968     GOOD             NGS
 GB0845
 GB0845                          STATION DESCRIPTION
 GB0845
 GB0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0845'2 MI N FROM OAKDALE.
 GB0845'ABOUT 1.95 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0845'AT OAKDALE, 0.3 MILE SOUTHEAST OF MILEPOST 252, 0.3 MILE NORTH OF
 GB0845'A SIGNAL GANTRY, 0.3 MILE SOUTH OF A RAILROAD BRIDGE OVER COAL
 GB0845'CUT BRANCH, SET VERTICALLY IN THE WEST FACE OF THE EAST ROCK WALL
 GB0845'OF A CUT FOR THE RAILROAD, 22 FEET EAST OF THE EAST RAIL OF THE EAST
 GB0845'TRACK, 165 FEET SOUTHEAST OF THE SOUTHEAST END OF THE CONCRETE
 GB0845'HEADWALL OF A CAST IRON CULVERT UNDER THE TRACK, AND ABOUT 2 FEET
 GB0845'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1068 ***********************************************************************
 FC1068  DESIGNATION -  D 192
 FC1068  PID         -  FC1068
 FC1068  STATE/COUNTY-  TN/RHEA
 FC1068  USGS QUAD   -  GRAYSVILLE (1990)
 FC1068
 FC1068                         *CURRENT SURVEY CONTROL
 FC1068  ___________________________________________________________________
 FC1068* NAD 83(1986)-  35 26 45.     (N)    085 04 06.     (W)     SCALED    
 FC1068* NAVD 88     -       232.307  (meters)     762.16   (feet)  ADJUSTED  
 FC1068  ___________________________________________________________________
 FC1068  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1068  DYNAMIC HT  -         232.082 (meters)     761.42  (feet)  COMP
 FC1068  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FC1068
 FC1068  VERT ORDER  -  FIRST     CLASS II
 FC1068
 FC1068.The horizontal coordinates were scaled from a topographic map and have
 FC1068.an estimated accuracy of +/- 6 seconds.
 FC1068
 FC1068.The orthometric height was determined by differential leveling
 FC1068.and adjusted by the National Geodetic Survey in June 1991..
 FC1068
 FC1068.The geoid height was determined by GEOID03.
 FC1068
 FC1068.The dynamic height is computed by dividing the NAVD 88
 FC1068.geopotential number by the normal gravity value computed on the
 FC1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1068.degrees latitude (g = 980.6199 gals.).
 FC1068
 FC1068.The modeled gravity was interpolated from observed gravity values.
 FC1068
 FC1068;                    North         East    Units  Estimated Accuracy
 FC1068;SPC TN       -   123,830.      684,580.      MT  (+/- 180 meters Scaled)
 FC1068
 FC1068                          SUPERSEDED SURVEY CONTROL
 FC1068
 FC1068  NGVD 29 (??/??/92)  232.368  (m)          762.36   (f) ADJ UNCH    1 2
 FC1068
 FC1068.Superseded values are not recommended for survey control.
 FC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1068.See file dsdata.txt to determine how the superseded data were derived.
 FC1068
 FC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE753242(NAD 83)
 FC1068_MARKER: DB = BENCH MARK DISK
 FC1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1068_STAMPING: D 192 1950
 FC1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1068+STABILITY: SURFACE MOTION
 FC1068
 FC1068  HISTORY     - Date     Condition        Report By
 FC1068  HISTORY     - 1950     MONUMENTED       CGS
 FC1068  HISTORY     - 1972     GOOD             TVA
 FC1068
 FC1068                          STATION DESCRIPTION
 FC1068
 FC1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1068'0.8 MI NE FROM GRAYSVILLE.
 FC1068'ABOUT 0.85 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1068'STATION AT GRAYSVILLE, AT A GRAVEL ROAD CROSSING, 81 FEET
 FC1068'SOUTHEAST OF THE SOUTHEAST RAIL, 108 FEET SOUTH OF THE CENTER OF
 FC1068'THE CROSSING, 36 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 FC1068'27, 73 FEET SOUTH OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT
 FC1068'UNDER GRAVEL ROAD, 2 FEET WEST OF A T.V.A. STEEL WITNESS POST,
 FC1068'ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1068'POST PROJECTING 3 INCHES.
 FC1068
 FC1068                          STATION RECOVERY (1972)
 FC1068
 FC1068'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0753 ***********************************************************************
 FC0753  DESIGNATION -  D 193
 FC0753  PID         -  FC0753
 FC0753  STATE/COUNTY-  TN/MEIGS
 FC0753  USGS QUAD   -  DECATUR (1973)
 FC0753
 FC0753                         *CURRENT SURVEY CONTROL
 FC0753  ___________________________________________________________________
 FC0753* NAD 83(1986)-  35 37 19.     (N)    084 46 45.     (W)     SCALED    
 FC0753* NAVD 88     -       229.155  (meters)     751.82   (feet)  ADJUSTED  
 FC0753  ___________________________________________________________________
 FC0753  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0753  DYNAMIC HT  -         228.937 (meters)     751.10  (feet)  COMP
 FC0753  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FC0753
 FC0753  VERT ORDER  -  FIRST     CLASS II
 FC0753
 FC0753.The horizontal coordinates were scaled from a topographic map and have
 FC0753.an estimated accuracy of +/- 6 seconds.
 FC0753
 FC0753.The orthometric height was determined by differential leveling
 FC0753.and adjusted by the National Geodetic Survey in June 1991..
 FC0753
 FC0753.The geoid height was determined by GEOID03.
 FC0753
 FC0753.The dynamic height is computed by dividing the NAVD 88
 FC0753.geopotential number by the normal gravity value computed on the
 FC0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0753.degrees latitude (g = 980.6199 gals.).
 FC0753
 FC0753.The modeled gravity was interpolated from observed gravity values.
 FC0753
 FC0753;                    North         East    Units  Estimated Accuracy
 FC0753;SPC TN       -   143,660.      710,590.      MT  (+/- 180 meters Scaled)
 FC0753
 FC0753                          SUPERSEDED SURVEY CONTROL
 FC0753
 FC0753  NGVD 29 (??/??/92)  229.237  (m)          752.09   (f) ADJ UNCH    1 2
 FC0753
 FC0753.Superseded values are not recommended for survey control.
 FC0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0753.See file dsdata.txt to determine how the superseded data were derived.
 FC0753
 FC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE011442(NAD 83)
 FC0753_MARKER: DB = BENCH MARK DISK
 FC0753_SETTING: 0 = UNSPECIFIED SETTING
 FC0753_STAMPING: D 193 1950
 FC0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0753
 FC0753  HISTORY     - Date     Condition        Report By
 FC0753  HISTORY     - 1950     MONUMENTED       CGS
 FC0753
 FC0753                          STATION DESCRIPTION
 FC0753
 FC0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0753'1.6 MI W FROM PEAKLAND.
 FC0753'0.45 WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT PEAKLAND,
 FC0753'THENCE ABOUT 1.1 MILES WEST ALONG A BLACK TOP ROAD LEADING TO THE
 FC0753'EAST END OF WATTS BAR DAM, AT THE EAST END OF THE DAM, 90 FEET
 FC0753'SOUTH OF THE SOUTHWEST CORNER OF THE LOCK CONTROL AND OBSERVATION
 FC0753'BUILDING, 1.3 FEET WEST OF THE EDGE OF THE EAST WALL OF THE DAM
 FC0753'LOCK, 1.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE TOP
 FC0753'PLATFORM OF CONCRETE STAIRS LEADING DOWN TO A SMALL PARKING
 FC0753'AREA, AND ABOUT LEVEL WITH THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0664 ***********************************************************************
 FC0664  DESIGNATION -  D 194
 FC0664  PID         -  FC0664
 FC0664  STATE/COUNTY-  TN/RHEA
 FC0664  USGS QUAD   -  RODDY (1976)
 FC0664
 FC0664                         *CURRENT SURVEY CONTROL
 FC0664  ___________________________________________________________________
 FC0664* NAD 83(1986)-  35 47 40.     (N)    084 45 15.     (W)     SCALED    
 FC0664* NAVD 88     -       241.189  (meters)     791.30   (feet)  ADJUSTED  
 FC0664  ___________________________________________________________________
 FC0664  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0664  DYNAMIC HT  -         240.962 (meters)     790.56  (feet)  COMP
 FC0664  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FC0664
 FC0664  VERT ORDER  -  FIRST     CLASS II
 FC0664
 FC0664.The horizontal coordinates were scaled from a topographic map and have
 FC0664.an estimated accuracy of +/- 6 seconds.
 FC0664
 FC0664.The orthometric height was determined by differential leveling
 FC0664.and adjusted by the National Geodetic Survey in June 1991..
 FC0664
 FC0664.The geoid height was determined by GEOID03.
 FC0664
 FC0664.The dynamic height is computed by dividing the NAVD 88
 FC0664.geopotential number by the normal gravity value computed on the
 FC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0664.degrees latitude (g = 980.6199 gals.).
 FC0664
 FC0664.The modeled gravity was interpolated from observed gravity values.
 FC0664
 FC0664;                    North         East    Units  Estimated Accuracy
 FC0664;SPC TN       -   162,830.      712,610.      MT  (+/- 180 meters Scaled)
 FC0664
 FC0664                          SUPERSEDED SURVEY CONTROL
 FC0664
 FC0664  NGVD 29 (??/??/92)  241.281  (m)          791.60   (f) ADJ UNCH    1 2
 FC0664
 FC0664.Superseded values are not recommended for survey control.
 FC0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0664.See file dsdata.txt to determine how the superseded data were derived.
 FC0664
 FC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE029634(NAD 83)
 FC0664_MARKER: DB = BENCH MARK DISK
 FC0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0664_SP_SET: BRIDGE
 FC0664_STAMPING: D 194 1950
 FC0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0664
 FC0664  HISTORY     - Date     Condition        Report By
 FC0664  HISTORY     - 1950     MONUMENTED       CGS
 FC0664
 FC0664                          STATION DESCRIPTION
 FC0664
 FC0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0664'6.4 MI SW FROM ROCKWOOD.
 FC0664'6.35 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0664'AT ROCKWOOD, ABOUT 1.0 MILE SOUTHWEST OF THE STATION SIGN AT
 FC0664'GLEN ALICE, 20 FEET NORTH OF MILE POST 274, SET IN THE TOP OF
 FC0664'THE HIGHEST PART OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 FC0664'OF A 300-FOOT BRIDGE OVER WHITES CREEK, 19 FEET WEST OF THE
 FC0664'WEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0718 ***********************************************************************
 FC0718  DESIGNATION -  D 195
 FC0718  PID         -  FC0718
 FC0718  STATE/COUNTY-  TN/ROANE
 FC0718  USGS QUAD   -  HARRIMAN (1980)
 FC0718
 FC0718                         *CURRENT SURVEY CONTROL
 FC0718  ___________________________________________________________________
 FC0718* NAD 83(1986)-  35 57 37.     (N)    084 31 29.     (W)     SCALED    
 FC0718* NAVD 88     -       244.480  (meters)     802.10   (feet)  ADJUSTED  
 FC0718  ___________________________________________________________________
 FC0718  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0718  DYNAMIC HT  -         244.256 (meters)     801.36  (feet)  COMP
 FC0718  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FC0718
 FC0718  VERT ORDER  -  FIRST     CLASS I
 FC0718
 FC0718.The horizontal coordinates were scaled from a topographic map and have
 FC0718.an estimated accuracy of +/- 6 seconds.
 FC0718
 FC0718.The orthometric height was determined by differential leveling
 FC0718.and adjusted by the National Geodetic Survey in June 1991..
 FC0718
 FC0718.The geoid height was determined by GEOID03.
 FC0718
 FC0718.The dynamic height is computed by dividing the NAVD 88
 FC0718.geopotential number by the normal gravity value computed on the
 FC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0718.degrees latitude (g = 980.6199 gals.).
 FC0718
 FC0718.The modeled gravity was interpolated from observed gravity values.
 FC0718
 FC0718;                    North         East    Units  Estimated Accuracy
 FC0718;SPC TN       -   181,510.      733,070.      MT  (+/- 180 meters Scaled)
 FC0718
 FC0718                          SUPERSEDED SURVEY CONTROL
 FC0718
 FC0718  NGVD 29 (??/??/92)  244.596  (m)          802.48   (f) ADJ UNCH    1 1
 FC0718
 FC0718.Superseded values are not recommended for survey control.
 FC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0718.See file dsdata.txt to determine how the superseded data were derived.
 FC0718
 FC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232823(NAD 83)
 FC0718_MARKER: DB = BENCH MARK DISK
 FC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0718_STAMPING: D 195 1950
 FC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0718+STABILITY: SURFACE MOTION
 FC0718
 FC0718  HISTORY     - Date     Condition        Report By
 FC0718  HISTORY     - 1950     MONUMENTED       CGS
 FC0718  HISTORY     - 1967     GOOD             NGS
 FC0718  HISTORY     - 1972     GOOD             TVA
 FC0718
 FC0718                          STATION DESCRIPTION
 FC0718
 FC0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0718'2.1 MI NE FROM HARRIMAN.
 FC0718'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0718'STATION AT HARRIMAN, 105 FEET SOUTHWEST OF MILEPOST 48, 86 FEET
 FC0718'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 61 AND U.S. HIGHWAY
 FC0718'27, 19.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 1/2 FEET
 FC0718'NORTHEAST OF A TELEGRAPH POLE WITH A GUY WIRE, 2.1 FEET NORTH
 FC0718'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2
 FC0718'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FC0718'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 FC0718
 FC0718                          STATION RECOVERY (1972)
 FC0718
 FC0718'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0845 ***********************************************************************
 FC0845  DESIGNATION -  D 196
 FC0845  PID         -  FC0845
 FC0845  STATE/COUNTY-  TN/MORGAN
 FC0845  USGS QUAD   -  HARRIMAN (1980)
 FC0845
 FC0845                         *CURRENT SURVEY CONTROL
 FC0845  ___________________________________________________________________
 FC0845* NAD 83(1986)-  35 58 14.     (N)    084 33 56.     (W)     SCALED    
 FC0845* NAVD 88     -       241.052  (meters)     790.85   (feet)  ADJUSTED  
 FC0845  ___________________________________________________________________
 FC0845  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0845  DYNAMIC HT  -         240.831 (meters)     790.13  (feet)  COMP
 FC0845  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FC0845
 FC0845  VERT ORDER  -  FIRST     CLASS I
 FC0845
 FC0845.The horizontal coordinates were scaled from a topographic map and have
 FC0845.an estimated accuracy of +/- 6 seconds.
 FC0845
 FC0845.The orthometric height was determined by differential leveling
 FC0845.and adjusted by the National Geodetic Survey in June 1991..
 FC0845
 FC0845.The geoid height was determined by GEOID03.
 FC0845
 FC0845.The dynamic height is computed by dividing the NAVD 88
 FC0845.geopotential number by the normal gravity value computed on the
 FC0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0845.degrees latitude (g = 980.6199 gals.).
 FC0845
 FC0845.The modeled gravity was interpolated from observed gravity values.
 FC0845
 FC0845;                    North         East    Units  Estimated Accuracy
 FC0845;SPC TN       -   182,600.      729,370.      MT  (+/- 180 meters Scaled)
 FC0845
 FC0845                          SUPERSEDED SURVEY CONTROL
 FC0845
 FC0845  NGVD 29 (??/??/92)  241.168  (m)          791.23   (f) ADJ UNCH    1 1
 FC0845
 FC0845.Superseded values are not recommended for survey control.
 FC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0845.See file dsdata.txt to determine how the superseded data were derived.
 FC0845
 FC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195834(NAD 83)
 FC0845_MARKER: DB = BENCH MARK DISK
 FC0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0845_SP_SET: CULVERT
 FC0845_STAMPING: D 196 1950
 FC0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0845
 FC0845  HISTORY     - Date     Condition        Report By
 FC0845  HISTORY     - 1950     MONUMENTED       CGS
 FC0845  HISTORY     - 1968     GOOD             NGS
 FC0845  HISTORY     - 1972     GOOD             TVA
 FC0845
 FC0845                          STATION DESCRIPTION
 FC0845
 FC0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0845'4 MI NW FROM HARRIMAN.
 FC0845'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0845'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET,
 FC0845'THENCE 2.5 MILES NORTH ALONG THE SOUTHERN RAILWAY, OR ABOUT 1.2
 FC0845'MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT OAKDALE,
 FC0845'0.2 MILE NORTH OF MILEPOST 256, 0.2 MILE SOUTH OF THE SOUTH END OF
 FC0845'TUNNEL NUMBER 26, SET VERTICALLY IN THE WEST FACE OF THE EAST ROCK
 FC0845'WALL OF A CUT FOR THE RAILROAD, 9 FEET EAST OF THE EAST RAIL OF THE
 FC0845'EAST TRACK, 130 FEET NORTH OF THE NORTH END OF THE EAST CONCRETE
 FC0845'HEADWALL OF A CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT BELOW
 FC0845'THE LEVEL OF THE TRACK.
 FC0845
 FC0845                          STATION RECOVERY (1972)
 FC0845
 FC0845'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0926 ***********************************************************************
 GB0926  DESIGNATION -  D 197
 GB0926  PID         -  GB0926
 GB0926  STATE/COUNTY-  TN/SCOTT
 GB0926  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0926
 GB0926                         *CURRENT SURVEY CONTROL
 GB0926  ___________________________________________________________________
 GB0926* NAD 83(1986)-  36 22 50.     (N)    084 33 17.     (W)     SCALED    
 GB0926* NAVD 88     -       373.151  (meters)    1224.25   (feet)  ADJUSTED  
 GB0926  ___________________________________________________________________
 GB0926  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0926  DYNAMIC HT  -         372.832 (meters)    1223.20  (feet)  COMP
 GB0926  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB0926
 GB0926  VERT ORDER  -  FIRST     CLASS I
 GB0926
 GB0926.The horizontal coordinates were scaled from a topographic map and have
 GB0926.an estimated accuracy of +/- 6 seconds.
 GB0926
 GB0926.The orthometric height was determined by differential leveling
 GB0926.and adjusted by the National Geodetic Survey in June 1991..
 GB0926
 GB0926.The geoid height was determined by GEOID03.
 GB0926
 GB0926.The dynamic height is computed by dividing the NAVD 88
 GB0926.geopotential number by the normal gravity value computed on the
 GB0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0926.degrees latitude (g = 980.6199 gals.).
 GB0926
 GB0926.The modeled gravity was interpolated from observed gravity values.
 GB0926
 GB0926;                    North         East    Units  Estimated Accuracy
 GB0926;SPC TN       -   228,100.      729,680.      MT  (+/- 180 meters Scaled)
 GB0926
 GB0926                          SUPERSEDED SURVEY CONTROL
 GB0926
 GB0926  NGVD 29 (??/??/92)  373.287  (m)         1224.69   (f) ADJ UNCH    1 1
 GB0926
 GB0926.Superseded values are not recommended for survey control.
 GB0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0926.See file dsdata.txt to determine how the superseded data were derived.
 GB0926
 GB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF193289(NAD 83)
 GB0926_MARKER: DB = BENCH MARK DISK
 GB0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0926_SP_SET: ABUTMENT
 GB0926_STAMPING: D 197 1950
 GB0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0926
 GB0926  HISTORY     - Date     Condition        Report By
 GB0926  HISTORY     - 1950     MONUMENTED       CGS
 GB0926  HISTORY     - 1968     GOOD             NGS
 GB0926
 GB0926                          STATION DESCRIPTION
 GB0926
 GB0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0926'2.9 MI NE FROM ROBBINS.
 GB0926'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0926'STATION AT ROBBINS, SET IN THE TOP AND 2.3 FEET NORTH OF THE
 GB0926'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 GB0926'OVER NEW RIVER, 4 1/2 FEET SOUTH OF THE SOUTH RAIL, 0.7 FOOT
 GB0926'EAST OF CHISELED SQUARE E 49 C, AND ABOUT 2 FEET BELOW THE LEVEL
 GB0926'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0012 ***********************************************************************
 GB0012  DESIGNATION -  D 198
 GB0012  PID         -  GB0012
 GB0012  STATE/COUNTY-  TN/SCOTT
 GB0012  USGS QUAD   -  WINFIELD (1982)
 GB0012
 GB0012                         *CURRENT SURVEY CONTROL
 GB0012  ___________________________________________________________________
 GB0012* NAD 83(1986)-  36 33 58.     (N)    084 26 59.     (W)     SCALED    
 GB0012* NAVD 88     -       398.298  (meters)    1306.75   (feet)  ADJUSTED  
 GB0012  ___________________________________________________________________
 GB0012  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GB0012  DYNAMIC HT  -         397.964 (meters)    1305.65  (feet)  COMP
 GB0012  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GB0012
 GB0012  VERT ORDER  -  FIRST     CLASS I
 GB0012
 GB0012.The horizontal coordinates were scaled from a topographic map and have
 GB0012.an estimated accuracy of +/- 6 seconds.
 GB0012
 GB0012.The orthometric height was determined by differential leveling
 GB0012.and adjusted by the National Geodetic Survey in June 1991..
 GB0012.WARNING-Repeat measurements at this control monument indicate possible
 GB0012.vertical movement.
 GB0012
 GB0012.The geoid height was determined by GEOID03.
 GB0012
 GB0012.The dynamic height is computed by dividing the NAVD 88
 GB0012.geopotential number by the normal gravity value computed on the
 GB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0012.degrees latitude (g = 980.6199 gals.).
 GB0012
 GB0012.The modeled gravity was interpolated from observed gravity values.
 GB0012
 GB0012;                    North         East    Units  Estimated Accuracy
 GB0012;SPC TN       -   248,830.      738,770.      MT  (+/- 180 meters Scaled)
 GB0012
 GB0012                          SUPERSEDED SURVEY CONTROL
 GB0012
 GB0012  NGVD 29 (??/??/92)  398.425  (m)         1307.17   (f) ADJ UNCH    1 1
 GB0012
 GB0012.Superseded values are not recommended for survey control.
 GB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0012.See file dsdata.txt to determine how the superseded data were derived.
 GB0012
 GB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF282497(NAD 83)
 GB0012_MARKER: DB = BENCH MARK DISK
 GB0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0012_SP_SET: ABUTMENT
 GB0012_STAMPING: D 198 1950
 GB0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0012
 GB0012  HISTORY     - Date     Condition        Report By
 GB0012  HISTORY     - 1950     MONUMENTED       CGS
 GB0012  HISTORY     - 1968     GOOD             NGS
 GB0012
 GB0012                          STATION DESCRIPTION
 GB0012
 GB0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0012'0.7 MI N FROM WINFIELD.
 GB0012'ABOUT 0.7 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0012'OFFICE AT WINFIELD, 130 YARDS NORTH OF MILEPOST 203, SET IN THE
 GB0012'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A STEEL
 GB0012'RAILROAD BRIDGE OVER A GRAVELED ROAD AND PAUNCH CREEK, 20 FEET
 GB0012'EAST OF THE EAST RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GB0012'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0767 ***********************************************************************
 FE0767  DESIGNATION -  D 20
 FE0767  PID         -  FE0767
 FE0767  STATE/COUNTY-  TN/HENDERSON
 FE0767  USGS QUAD   -  LURAY (1983)
 FE0767
 FE0767                         *CURRENT SURVEY CONTROL
 FE0767  ___________________________________________________________________
 FE0767* NAD 83(1986)-  35 35 35.     (N)    088 35 56.     (W)     SCALED    
 FE0767* NAVD 88     -       119.812  (meters)     393.08   (feet)  ADJUSTED  
 FE0767  ___________________________________________________________________
 FE0767  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0767  DYNAMIC HT  -         119.705 (meters)     392.73  (feet)  COMP
 FE0767  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 FE0767
 FE0767  VERT ORDER  -  SECOND    CLASS 0
 FE0767
 FE0767.The horizontal coordinates were scaled from a topographic map and have
 FE0767.an estimated accuracy of +/- 6 seconds.
 FE0767
 FE0767.The orthometric height was determined by differential leveling
 FE0767.and adjusted by the National Geodetic Survey in June 1991..
 FE0767
 FE0767.The geoid height was determined by GEOID03.
 FE0767
 FE0767.The dynamic height is computed by dividing the NAVD 88
 FE0767.geopotential number by the normal gravity value computed on the
 FE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0767.degrees latitude (g = 980.6199 gals.).
 FE0767
 FE0767.The modeled gravity was interpolated from observed gravity values.
 FE0767
 FE0767;                    North         East    Units  Estimated Accuracy
 FE0767;SPC TN       -   142,890.      364,510.      MT  (+/- 180 meters Scaled)
 FE0767
 FE0767                          SUPERSEDED SURVEY CONTROL
 FE0767
 FE0767  NGVD 29 (??/??/??)  119.839  (m)          393.17   (f) ADJUSTED    2 0
 FE0767
 FE0767.Superseded values are not recommended for survey control.
 FE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0767.See file dsdata.txt to determine how the superseded data were derived.
 FE0767
 FE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE551399(NAD 83)
 FE0767_MARKER: DB = BENCH MARK DISK
 FE0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0767_STAMPING: 393.277 D 20 1934
 FE0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0767+STABILITY: SURFACE MOTION
 FE0767
 FE0767  HISTORY     - Date     Condition        Report By
 FE0767  HISTORY     - 1934     MONUMENTED       CGS
 FE0767  HISTORY     - 1935     GOOD             CGS
 FE0767
 FE0767                          STATION DESCRIPTION
 FE0767
 FE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0767'1.9 MI E FROM BEECH BLUFF.
 FE0767'IN HENDERSON COUNTY, 1.9 MILES EAST ALONG THE NASHVILLE,
 FE0767'CHATTANOOGA AND ST. LOUIS RAILWAY FROM BEECH BLUFF, MADISON
 FE0767'COUNTY, 22 POLES WEST OF MILEPOST 131, OPPOSITE SURVEY STATION
 FE0767'6942+35, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, 5 FEET
 FE0767'WEST OF A ROAD THROUGH A FIELD, AND 1 FOOT INSIDE THE
 FE0767'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 393.277 D 20 1934
 FE0767'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0150 ***********************************************************************
 GB0150  DESIGNATION -  D 201
 GB0150  PID         -  GB0150
 GB0150  STATE/COUNTY-  TN/SCOTT
 GB0150  USGS QUAD   -  WINFIELD (1982)
 GB0150
 GB0150                         *CURRENT SURVEY CONTROL
 GB0150  ___________________________________________________________________
 GB0150* NAD 83(1986)-  36 34 58.     (N)    084 24 52.     (W)     SCALED    
 GB0150* NAVD 88     -       417.127  (meters)    1368.52   (feet)  ADJUSTED  
 GB0150  ___________________________________________________________________
 GB0150  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB0150  DYNAMIC HT  -         416.780 (meters)    1367.39  (feet)  COMP
 GB0150  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GB0150
 GB0150  VERT ORDER  -  SECOND    CLASS 0
 GB0150
 GB0150.The horizontal coordinates were scaled from a topographic map and have
 GB0150.an estimated accuracy of +/- 6 seconds.
 GB0150
 GB0150.The orthometric height was determined by differential leveling
 GB0150.and adjusted by the National Geodetic Survey in June 1991..
 GB0150
 GB0150.The geoid height was determined by GEOID03.
 GB0150
 GB0150.The dynamic height is computed by dividing the NAVD 88
 GB0150.geopotential number by the normal gravity value computed on the
 GB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0150.degrees latitude (g = 980.6199 gals.).
 GB0150
 GB0150.The modeled gravity was interpolated from observed gravity values.
 GB0150
 GB0150;                    North         East    Units  Estimated Accuracy
 GB0150;SPC TN       -   250,730.      741,900.      MT  (+/- 180 meters Scaled)
 GB0150
 GB0150                          SUPERSEDED SURVEY CONTROL
 GB0150
 GB0150  NGVD 29 (??/??/92)  417.262  (m)         1368.97   (f) ADJ UNCH    2 0
 GB0150
 GB0150.Superseded values are not recommended for survey control.
 GB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0150.See file dsdata.txt to determine how the superseded data were derived.
 GB0150
 GB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF313517(NAD 83)
 GB0150_MARKER: DB = BENCH MARK DISK
 GB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0150_STAMPING: D 201 1951 1368.967
 GB0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0150+STABILITY: SURFACE MOTION
 GB0150
 GB0150  HISTORY     - Date     Condition        Report By
 GB0150  HISTORY     - 1951     MONUMENTED       CGS
 GB0150  HISTORY     - 1957     GOOD             NGS
 GB0150
 GB0150                          STATION DESCRIPTION
 GB0150
 GB0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0150'2.1 MI SE FROM ISHAM.
 GB0150'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE
 GB0150'KENTUCKY-TENNESSEE STATE LINE AT ISHAM, THENCE ABOUT 1.55 MILES
 GB0150'EAST ALONG A DIRT ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A
 GB0150'DIRT ROAD, AT THE JUNCTION OF A DRIVE EAST TO A HOUSE WITH
 GB0150'IMITATION BRICK SIDING, 51 FEET EAST OF THE CENTER LINE OF ROAD
 GB0150'AT THE JUNCTION OF SOUTH LEG OF DRIVE, 18 FEET SOUTH OF THE CENTER
 GB0150'LINE OF DRIVE, 32 FEET SOUTHEAST OF A 30-INCH FORKED OAK TREE IN
 GB0150'TRIANGLE FORMED BY DRIVE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GB0150'WITNESS POST, ABOUT 5 FEET ABOVE THE ROAD AND SET IN THE TOP
 GB0150'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 GB0150'REACHED FROM THE BAPTIST CHURCH AND SCHOOL AT PLEASANT GROVE
 GB0150'BY GOING ABOUT 0.1 MILE WEST ALONG A DIRT ROAD, THENCE ABOUT
 GB0150'0.25 MILE NORTH ALONG A DIRT ROAD.
 GB0150
 GB0150                          STATION RECOVERY (1957)
 GB0150
 GB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0142 ***********************************************************************
 GB0142  DESIGNATION -  D 202
 GB0142  PID         -  GB0142
 GB0142  STATE/COUNTY-  TN/CAMPBELL
 GB0142  USGS QUAD   -  JELLICO WEST (1979)
 GB0142
 GB0142                         *CURRENT SURVEY CONTROL
 GB0142  ___________________________________________________________________
 GB0142* NAD 83(1986)-  36 34 03.     (N)    084 09 21.     (W)     SCALED    
 GB0142* NAVD 88     -       295.045  (meters)     967.99   (feet)  ADJUSTED  
 GB0142  ___________________________________________________________________
 GB0142  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0142  DYNAMIC HT  -         294.788 (meters)     967.15  (feet)  COMP
 GB0142  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 GB0142
 GB0142  VERT ORDER  -  SECOND    CLASS 0
 GB0142
 GB0142.The horizontal coordinates were scaled from a topographic map and have
 GB0142.an estimated accuracy of +/- 6 seconds.
 GB0142
 GB0142.The orthometric height was determined by differential leveling
 GB0142.and adjusted by the National Geodetic Survey in June 1991..
 GB0142
 GB0142.The geoid height was determined by GEOID03.
 GB0142
 GB0142.The dynamic height is computed by dividing the NAVD 88
 GB0142.geopotential number by the normal gravity value computed on the
 GB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0142.degrees latitude (g = 980.6199 gals.).
 GB0142
 GB0142.The modeled gravity was interpolated from observed gravity values.
 GB0142
 GB0142;                    North         East    Units  Estimated Accuracy
 GB0142;SPC TN       -   249,440.      765,070.      MT  (+/- 180 meters Scaled)
 GB0142
 GB0142                          SUPERSEDED SURVEY CONTROL
 GB0142
 GB0142  NGVD 29 (??/??/92)  295.187  (m)          968.46   (f) ADJ UNCH    2 0
 GB0142
 GB0142.Superseded values are not recommended for survey control.
 GB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0142.See file dsdata.txt to determine how the superseded data were derived.
 GB0142
 GB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF545506(NAD 83)
 GB0142_MARKER: DB = BENCH MARK DISK
 GB0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0142_STAMPING: D 202 1951 968.459
 GB0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0142+STABILITY: SURFACE MOTION
 GB0142
 GB0142  HISTORY     - Date     Condition        Report By
 GB0142  HISTORY     - 1951     MONUMENTED       CGS
 GB0142  HISTORY     - 1957     POOR             NGS
 GB0142  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0142
 GB0142                          STATION DESCRIPTION
 GB0142
 GB0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0142'2.2 MI SW FROM JELLICO.
 GB0142'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0142'STATION AT JELLICO, ABOUT 1.15 MILES NORTHEAST OF THE STATION
 GB0142'AT NEWCOMB, ABOUT 7 RAILS NORTHEAST OF MILE POST 63, SET AT
 GB0142'A GRAVEL ROAD CROSSING, 20 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GB0142'RAIL, 47 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 GB0142'FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET SOUTH OF THE
 GB0142'SOUTHEAST END OF A 3-FOOT STONE CULVERT UNDER TRACK, 52 FEET
 GB0142'NORTHWEST OF THE NORTH CORNER OF A SMALL CONCRETE BLOCK STORE
 GB0142'BUILDING, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 GB0142'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0142'PROJECTING 6 INCHES.
 GB0142
 GB0142                          STATION RECOVERY (1957)
 GB0142
 GB0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0142'MARK RECOVERED IN POOR CONDITION.
 GB0142
 GB0142                          STATION RECOVERY (1977)
 GB0142
 GB0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1093 ***********************************************************************
 GB1093  DESIGNATION -  D 203
 GB1093  PID         -  GB1093
 GB1093  STATE/COUNTY-  TN/SCOTT
 GB1093  USGS QUAD   -  SHARP PLACE (1981)
 GB1093
 GB1093                         *CURRENT SURVEY CONTROL
 GB1093  ___________________________________________________________________
 GB1093* NAD 83(1986)-  36 36 08.     (N)    084 46 46.     (W)     SCALED    
 GB1093* NAVD 88     -       480.310  (meters)    1575.82   (feet)  ADJUSTED  
 GB1093  ___________________________________________________________________
 GB1093  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1093  DYNAMIC HT  -         479.910 (meters)    1574.50  (feet)  COMP
 GB1093  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 GB1093
 GB1093  VERT ORDER  -  SECOND    CLASS 0
 GB1093
 GB1093.The horizontal coordinates were scaled from a topographic map and have
 GB1093.an estimated accuracy of +/- 6 seconds.
 GB1093
 GB1093.The orthometric height was determined by differential leveling
 GB1093.and adjusted by the National Geodetic Survey in June 1991..
 GB1093
 GB1093.The geoid height was determined by GEOID03.
 GB1093
 GB1093.The dynamic height is computed by dividing the NAVD 88
 GB1093.geopotential number by the normal gravity value computed on the
 GB1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1093.degrees latitude (g = 980.6199 gals.).
 GB1093
 GB1093.The modeled gravity was interpolated from observed gravity values.
 GB1093
 GB1093;                    North         East    Units  Estimated Accuracy
 GB1093;SPC TN       -   252,420.      709,210.      MT  (+/- 180 meters Scaled)
 GB1093
 GB1093                          SUPERSEDED SURVEY CONTROL
 GB1093
 GB1093  NGVD 29 (??/??/92)  480.446  (m)         1576.26   (f) ADJ UNCH    2 0
 GB1093
 GB1093.Superseded values are not recommended for survey control.
 GB1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1093.See file dsdata.txt to determine how the superseded data were derived.
 GB1093
 GB1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF986530(NAD 83)
 GB1093_MARKER: DB = BENCH MARK DISK
 GB1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1093_STAMPING: D 203 1951 1576.263
 GB1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1093+STABILITY: SURFACE MOTION
 GB1093
 GB1093  HISTORY     - Date     Condition        Report By
 GB1093  HISTORY     - 1951     MONUMENTED       CGS
 GB1093  HISTORY     - 1958     GOOD             NGS
 GB1093
 GB1093                          STATION DESCRIPTION
 GB1093
 GB1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1093'16.2 MI N FROM EAST JAMESTOWN.
 GB1093'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1093'AT EAST JAMESTOWN, THENCE ABOUT 10.1 MILES NORTHWEST AND NORTHEAST
 GB1093'ALONG A GRAVEL ROAD, NEAR THE KENTUCKY-TENNESSEE STATE LINE,
 GB1093'21 FEET NORTHWEST OF CENTER LINE OF ROAD, 152 FEET SOUTHWEST
 GB1093'OF STATE LINE, 36 FEET NORTHWEST AND ACROSS ROAD FROM A SLASH
 GB1093'BLAZED 6-INCH PINE TREE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 GB1093'WITNESS POST, ABOUT 2 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB1093'CONCRETE POST PROJECTING 5 INCHES.
 GB1093
 GB1093                          STATION RECOVERY (1958)
 GB1093
 GB1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1568 ***********************************************************************
 GB1568  DESIGNATION -  D 204
 GB1568  PID         -  GB1568
 GB1568  STATE/COUNTY-  TN/CLAY
 GB1568  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1568
 GB1568                         *CURRENT SURVEY CONTROL
 GB1568  ___________________________________________________________________
 GB1568* NAD 83(1986)-  36 35 50.     (N)    085 26 09.     (W)     SCALED    
 GB1568* NAVD 88     -       325.502  (meters)    1067.92   (feet)  ADJUSTED  
 GB1568  ___________________________________________________________________
 GB1568  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1568  DYNAMIC HT  -         325.223 (meters)    1067.00  (feet)  COMP
 GB1568  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 GB1568
 GB1568  VERT ORDER  -  SECOND    CLASS 0
 GB1568
 GB1568.The horizontal coordinates were scaled from a topographic map and have
 GB1568.an estimated accuracy of +/- 6 seconds.
 GB1568
 GB1568.The orthometric height was determined by differential leveling
 GB1568.and adjusted by the National Geodetic Survey in June 1991..
 GB1568
 GB1568.The geoid height was determined by GEOID03.
 GB1568
 GB1568.The dynamic height is computed by dividing the NAVD 88
 GB1568.geopotential number by the normal gravity value computed on the
 GB1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1568.degrees latitude (g = 980.6199 gals.).
 GB1568
 GB1568.The modeled gravity was interpolated from observed gravity values.
 GB1568
 GB1568;                    North         East    Units  Estimated Accuracy
 GB1568;SPC TN       -   251,330.      650,480.      MT  (+/- 180 meters Scaled)
 GB1568
 GB1568                          SUPERSEDED SURVEY CONTROL
 GB1568
 GB1568  NGVD 29 (??/??/92)  325.608  (m)         1068.27   (f) ADJ UNCH    2 0
 GB1568
 GB1568.Superseded values are not recommended for survey control.
 GB1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1568.See file dsdata.txt to determine how the superseded data were derived.
 GB1568
 GB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF399513(NAD 83)
 GB1568_MARKER: DB = BENCH MARK DISK
 GB1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1568_STAMPING: D 204 1951
 GB1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1568+STABILITY: SURFACE MOTION
 GB1568
 GB1568  HISTORY     - Date     Condition        Report By
 GB1568  HISTORY     - 1951     MONUMENTED       CGS
 GB1568  HISTORY     - 1966     GOOD             NGS
 GB1568
 GB1568                          STATION DESCRIPTION
 GB1568
 GB1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1568'1 MI SW FROM THOMPSONS STORE.
 GB1568'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 53 FROM THE
 GB1568'CROSSROADS AT THOMPSONS STORE, AT PLAINVIEW SCHOOL, 63 FEET
 GB1568'NORTH OF CENTER LINE OF HIGHWAY, 105 FEET SOUTHEAST OF SOUTHEAST
 GB1568'PORCH CORNER OF SCHOOL BUILDING, 7 FEET NORTH OF NORTHEAST CORNER
 GB1568'OF A SMALL CONCRETE BLOCK BUILDING HOUSING PUMP HOUSE, IN LINE
 GB1568'WITH EAST WALL OF PUMP HOUSE, 2 FEET EAST OF A WHITE WOODEN
 GB1568'WITNESS POST, 4 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A
 GB1568'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- A METAL WITNESS
 GB1568'SING HAS BEEN SECURED TO THE NORTHWEST CORNER OF THE PUMP
 GB1568'HOUSE.
 GB1568
 GB1568                          STATION RECOVERY (1966)
 GB1568
 GB1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0144 ***********************************************************************
 FE0144  DESIGNATION -  D 21
 FE0144  PID         -  FE0144
 FE0144  STATE/COUNTY-  TN/DECATUR
 FE0144  USGS QUAD   -  PERRYVILLE (1986)
 FE0144
 FE0144                         *CURRENT SURVEY CONTROL
 FE0144  ___________________________________________________________________
 FE0144* NAD 83(1986)-  35 36 35.     (N)    088 07 14.     (W)     SCALED    
 FE0144* NAVD 88     -       131.330  (meters)     430.87   (feet)  POSTED    
 FE0144  ___________________________________________________________________
 FE0144  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0144  DYNAMIC HT  -         131.210 (meters)     430.48  (feet)  COMP
 FE0144  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 FE0144
 FE0144  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FE0144
 FE0144.The horizontal coordinates were scaled from a topographic map and have
 FE0144.an estimated accuracy of +/- 6 seconds.
 FE0144
 FE0144.The orthometric height was determined by differential leveling
 FE0144.and adjusted by the National Geodetic Survey in 1992..
 FE0144.No vertical observational check was made to the station.
 FE0144.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FE0144.was located on a no-check spur therefore a value was not computed.
 FE0144
 FE0144.The geoid height was determined by GEOID03.
 FE0144
 FE0144.The dynamic height is computed by dividing the NAVD 88
 FE0144.geopotential number by the normal gravity value computed on the
 FE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0144.degrees latitude (g = 980.6199 gals.).
 FE0144
 FE0144.The modeled gravity was interpolated from observed gravity values.
 FE0144
 FE0144;                    North         East    Units  Estimated Accuracy
 FE0144;SPC TN       -   143,700.      407,890.      MT  (+/- 180 meters Scaled)
 FE0144
 FE0144                          SUPERSEDED SURVEY CONTROL
 FE0144
 FE0144  NGVD 29 (??/??/??)  131.341  (m)          430.91   (f) ADJUSTED    2 0
 FE0144
 FE0144.Superseded values are not recommended for survey control.
 FE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0144.See file dsdata.txt to determine how the superseded data were derived.
 FE0144
 FE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE985412(NAD 83)
 FE0144_MARKER: DB = BENCH MARK DISK
 FE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0144_STAMPING: 430.990 D 21 1934
 FE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0144+STABILITY: SURFACE MOTION
 FE0144
 FE0144  HISTORY     - Date     Condition        Report By
 FE0144  HISTORY     - 1934     MONUMENTED       CGS
 FE0144  HISTORY     - 1935     GOOD             CGS
 FE0144  HISTORY     - 1971     MARK NOT FOUND   TVA
 FE0144
 FE0144                          STATION DESCRIPTION
 FE0144
 FE0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0144'2.8 MI S FROM PARSONS.
 FE0144'2.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM PARSONS, DECATUR
 FE0144'COUNTY, 400 FEET SOUTH OF A ROAD INTERSECTION, 180 FEET EAST OF
 FE0144'A HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 FE0144'WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED 430.990 D 21 1934
 FE0144'AND SET IN THE TOP OF A CONCRETE POST.
 FE0144
 FE0144                          STATION RECOVERY (1971)
 FE0144
 FE0144'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1246 ***********************************************************************
 FE1246  DESIGNATION -  D 212
 FE1246  PID         -  FE1246
 FE1246  STATE/COUNTY-  TN/SHELBY
 FE1246  USGS QUAD   -  ELLENDALE (1993)
 FE1246
 FE1246                         *CURRENT SURVEY CONTROL
 FE1246  ___________________________________________________________________
 FE1246* NAD 83(1986)-  35 12 18.     (N)    089 50 04.     (W)     SCALED    
 FE1246* NAVD 88     -        85.722  (meters)     281.24   (feet)  ADJUSTED  
 FE1246  ___________________________________________________________________
 FE1246  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1246  DYNAMIC HT  -          85.644 (meters)     280.98  (feet)  COMP
 FE1246  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FE1246
 FE1246  VERT ORDER  -  SECOND    CLASS 0
 FE1246
 FE1246.The horizontal coordinates were scaled from a topographic map and have
 FE1246.an estimated accuracy of +/- 6 seconds.
 FE1246
 FE1246.The orthometric height was determined by differential leveling
 FE1246.and adjusted by the National Geodetic Survey in June 1991..
 FE1246
 FE1246.The geoid height was determined by GEOID03.
 FE1246
 FE1246.The dynamic height is computed by dividing the NAVD 88
 FE1246.geopotential number by the normal gravity value computed on the
 FE1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1246.degrees latitude (g = 980.6199 gals.).
 FE1246
 FE1246.The modeled gravity was interpolated from observed gravity values.
 FE1246
 FE1246;                    North         East    Units  Estimated Accuracy
 FE1246;SPC TN       -   103,550.      250,920.      MT  (+/- 180 meters Scaled)
 FE1246
 FE1246                          SUPERSEDED SURVEY CONTROL
 FE1246
 FE1246  NGVD 29 (??/??/??)   85.709  (m)          281.20   (f) ADJUSTED    2 0
 FE1246
 FE1246.Superseded values are not recommended for survey control.
 FE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1246.See file dsdata.txt to determine how the superseded data were derived.
 FE1246
 FE1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD419994(NAD 83)
 FE1246_MARKER: DB = BENCH MARK DISK
 FE1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1246_SP_SET: BRIDGE
 FE1246_STAMPING: D 212 1958
 FE1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1246
 FE1246  HISTORY     - Date     Condition        Report By
 FE1246  HISTORY     - 1958     MONUMENTED       CGS
 FE1246  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1246
 FE1246                          STATION DESCRIPTION
 FE1246
 FE1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1246'1.9 MI E FROM BARTLETT.
 FE1246'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1246'AT BARTLETT 121 FT. SOUTH OF THE CENTER LINE OF THE JUNCTION OF
 FE1246'U.S. HIGHWAY 70 AND 79, AND HIGHWAY 64 LEADING EAST, AND STAGE
 FE1246'ROAD LEADING WEST, 121 FT. EAST OF THE CENTER LINE OF HIGHWAY 70
 FE1246'AND 79, 71 FT. SOUTH OF A POWER LINE POLE, 1.7 FT SOUTH OF THE
 FE1246'NORTH END OF A CONCRETE ABUTMENT OF A 12 FT. CULVERT OVER A
 FE1246'CREEK.  A C AND GS DISK DRILLED IN THE TOP OF A CONCRETE ABUTMENT
 FE1246'ABOUT LEVEL WITH THE HIGHWAY.
 FE1246
 FE1246                          STATION RECOVERY (1992)
 FE1246
 FE1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1291 ***********************************************************************
 FE1291  DESIGNATION -  D 213
 FE1291  PID         -  FE1291
 FE1291  STATE/COUNTY-  TN/FAYETTE
 FE1291  USGS QUAD   -  ARLINGTON (1973)
 FE1291
 FE1291                         *CURRENT SURVEY CONTROL
 FE1291  ___________________________________________________________________
 FE1291* NAD 83(1986)-  35 17 44.     (N)    089 37 56.     (W)     SCALED    
 FE1291* NAVD 88     -        84.806  (meters)     278.23   (feet)  ADJUSTED  
 FE1291  ___________________________________________________________________
 FE1291  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1291  DYNAMIC HT  -          84.730 (meters)     277.99  (feet)  COMP
 FE1291  MODELED GRAV-     979,738.0   (mgal)                       NAVD 88
 FE1291
 FE1291  VERT ORDER  -  SECOND    CLASS 0
 FE1291
 FE1291.The horizontal coordinates were scaled from a topographic map and have
 FE1291.an estimated accuracy of +/- 6 seconds.
 FE1291
 FE1291.The orthometric height was determined by differential leveling
 FE1291.and adjusted by the National Geodetic Survey in June 1991..
 FE1291
 FE1291.The geoid height was determined by GEOID03.
 FE1291
 FE1291.The dynamic height is computed by dividing the NAVD 88
 FE1291.geopotential number by the normal gravity value computed on the
 FE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1291.degrees latitude (g = 980.6199 gals.).
 FE1291
 FE1291.The modeled gravity was interpolated from observed gravity values.
 FE1291
 FE1291;                    North         East    Units  Estimated Accuracy
 FE1291;SPC TN       -   112,890.      269,700.      MT  (+/- 180 meters Scaled)
 FE1291
 FE1291                          SUPERSEDED SURVEY CONTROL
 FE1291
 FE1291  NGVD 29 (??/??/??)   84.796  (m)          278.20   (f) ADJUSTED    2 0
 FE1291
 FE1291.Superseded values are not recommended for survey control.
 FE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1291.See file dsdata.txt to determine how the superseded data were derived.
 FE1291
 FE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE606089(NAD 83)
 FE1291_MARKER: DB = BENCH MARK DISK
 FE1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1291_STAMPING: D 213 1959
 FE1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1291+STABILITY: SURFACE MOTION
 FE1291
 FE1291  HISTORY     - Date     Condition        Report By
 FE1291  HISTORY     - 1959     MONUMENTED       CGS
 FE1291  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1291
 FE1291                          STATION DESCRIPTION
 FE1291
 FE1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1291'2.6 MI SW FROM GALLAWAY.
 FE1291'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1291'CROSSING AT GALLAWAY, THENCE 0.7 MILE WEST ALONG A PAVED ROAD,
 FE1291'59.0 FT. SOUTH OF A TELEPHONE POLE, 29.2 FT. SOUTH OF THE
 FE1291'CENTER LINE OF A PAVED ROAD, 2.0 FT. EAST OF A WITNESS POST,
 FE1291'1.1 FT. NORTH OF AN EAST-WEST FENCE LINE, A C AND GS DISK SET
 FE1291'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT 2.0 FT.
 FE1291'ABOVE THE LEVEL OF THE ROAD.
 FE1291
 FE1291                          STATION RECOVERY (2002)
 FE1291
 FE1291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0626 ***********************************************************************
 FE0626  DESIGNATION -  D 216
 FE0626  PID         -  FE0626
 FE0626  STATE/COUNTY-  TN/MADISON
 FE0626  USGS QUAD   -  JACKSON NORTH (1983)
 FE0626
 FE0626                         *CURRENT SURVEY CONTROL
 FE0626  ___________________________________________________________________
 FE0626* NAD 83(1986)-  35 40 51.     (N)    088 45 42.     (W)     SCALED    
 FE0626* NAVD 88     -       163.623  (meters)     536.82   (feet)  ADJUSTED  
 FE0626  ___________________________________________________________________
 FE0626  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0626  DYNAMIC HT  -         163.478 (meters)     536.34  (feet)  COMP
 FE0626  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FE0626
 FE0626  VERT ORDER  -  SECOND    CLASS 0
 FE0626
 FE0626.The horizontal coordinates were scaled from a topographic map and have
 FE0626.an estimated accuracy of +/- 6 seconds.
 FE0626
 FE0626.The orthometric height was determined by differential leveling
 FE0626.and adjusted by the National Geodetic Survey in June 1991..
 FE0626
 FE0626.The geoid height was determined by GEOID03.
 FE0626
 FE0626.The dynamic height is computed by dividing the NAVD 88
 FE0626.geopotential number by the normal gravity value computed on the
 FE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0626.degrees latitude (g = 980.6199 gals.).
 FE0626
 FE0626.The modeled gravity was interpolated from observed gravity values.
 FE0626
 FE0626;                    North         East    Units  Estimated Accuracy
 FE0626;SPC TN       -   153,030.      350,040.      MT  (+/- 180 meters Scaled)
 FE0626
 FE0626                          SUPERSEDED SURVEY CONTROL
 FE0626
 FE0626  NGVD 29 (??/??/??)  163.659  (m)          536.94   (f) ADJUSTED    2 0
 FE0626
 FE0626.Superseded values are not recommended for survey control.
 FE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0626.See file dsdata.txt to determine how the superseded data were derived.
 FE0626
 FE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE405499(NAD 83)
 FE0626_MARKER: DB = BENCH MARK DISK
 FE0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0626_STAMPING: D 216 1959
 FE0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0626+STABILITY: SURFACE MOTION
 FE0626
 FE0626  HISTORY     - Date     Condition        Report By
 FE0626  HISTORY     - 1959     MONUMENTED       CGS
 FE0626  HISTORY     - 1959     GOOD             CGS
 FE0626  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0626
 FE0626                          STATION DESCRIPTION
 FE0626
 FE0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0626'10.6 MI N FROM JACKSON.
 FE0626'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0626'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 6.9 MILES NORTHEAST ALONG
 FE0626'INTERSTATE HIGHWAY 40.  IT IS 105 FEET SOUTH OF THE CENTER LINE
 FE0626'OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 40, 1 FOOT
 FE0626'NORTH OF RIGHT-OF-WAY FENCE, AND 2.5 FEET WEST OF A WITNESS
 FE0626'SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH IS
 FE0626'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 FE0626
 FE0626                          STATION RECOVERY (2002)
 FE0626
 FE0626'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0626'LOCATION IS AT NEW DELTA FAUCET CORP. GROUND AND FENCE HAVE BEEN
 FE0626'WORKED ON, NEW LANDSCAPE AND NEW FENCE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0038 ***********************************************************************
 FE0038  DESIGNATION -  D 217
 FE0038  PID         -  FE0038
 FE0038  STATE/COUNTY-  TN/BENTON
 FE0038  USGS QUAD   -  SUGAR TREE (1986)
 FE0038
 FE0038                         *CURRENT SURVEY CONTROL
 FE0038  ___________________________________________________________________
 FE0038* NAD 83(1986)-  35 50 38.     (N)    088 04 52.     (W)     SCALED    
 FE0038* NAVD 88     -       181.401  (meters)     595.15   (feet)  ADJUSTED  
 FE0038  ___________________________________________________________________
 FE0038  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0038  DYNAMIC HT  -         181.244 (meters)     594.63  (feet)  COMP
 FE0038  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0038
 FE0038  VERT ORDER  -  SECOND    CLASS 0
 FE0038
 FE0038.The horizontal coordinates were scaled from a topographic map and have
 FE0038.an estimated accuracy of +/- 6 seconds.
 FE0038
 FE0038.The orthometric height was determined by differential leveling
 FE0038.and adjusted by the National Geodetic Survey in June 1991..
 FE0038
 FE0038.The geoid height was determined by GEOID03.
 FE0038
 FE0038.The dynamic height is computed by dividing the NAVD 88
 FE0038.geopotential number by the normal gravity value computed on the
 FE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0038.degrees latitude (g = 980.6199 gals.).
 FE0038
 FE0038.The modeled gravity was interpolated from observed gravity values.
 FE0038
 FE0038;                    North         East    Units  Estimated Accuracy
 FE0038;SPC TN       -   169,590.      412,010.      MT  (+/- 180 meters Scaled)
 FE0038
 FE0038                          SUPERSEDED SURVEY CONTROL
 FE0038
 FE0038  NGVD 29 (??/??/??)  181.422  (m)          595.22   (f) ADJUSTED    2 0
 FE0038
 FE0038.Superseded values are not recommended for survey control.
 FE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0038.See file dsdata.txt to determine how the superseded data were derived.
 FE0038
 FE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023671(NAD 83)
 FE0038_MARKER: DB = BENCH MARK DISK
 FE0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0038_STAMPING: D 217 1959
 FE0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0038+STABILITY: SURFACE MOTION
 FE0038
 FE0038  HISTORY     - Date     Condition        Report By
 FE0038  HISTORY     - 1959     MONUMENTED       CGS
 FE0038  HISTORY     - 1972     GOOD             TVA
 FE0038
 FE0038                          STATION DESCRIPTION
 FE0038
 FE0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0038'1.7 MI S FROM MC ILLWAIN.
 FE0038'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0038'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0038'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0038'69, THENCE 1.2 MILES SOUTH ON A GRAVELED ROAD, THENCE 0.4 MILE
 FE0038'SOUTHEAST ON A FARM ROAD, THE MARK IS ABOUT 0.05 MILE WEST OF A
 FE0038'FARM HOUSE, ABOUT 150 FT. NORTH-NORTHWEST OF THE PROPOSED CENTER
 FE0038'LINE OF INTERSTATE HIGHWAY 40, 93 FT. SOUTH OF THE SOUTHWEST
 FE0038'CORNER OF A BARN, 27 FT. NORTHEAST OF THE CENTER OF A DIRT ROAD,
 FE0038'1.6 FT. NORTH-NORTHWEST OF A WITNESS POST, A DISK SET IN TOP OF A
 FE0038'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 6 FT. ABOVE THE LEVEL
 FE0038'OF THE ROAD.  TO REACH TRIANGULATION STATION MC ILLWAIN 1959
 FE0038'FROM THIS BENCH MARK, GO 0.65 MILES NORTHEAST ACROSS COUNTRY TO A
 FE0038'GRAVELED ROAD, THENCE 0.6 MILES EAST ON A GRAVELED ROAD, THENCE 0.1
 FE0038'MILE NORTH ON STATE HIGHWAY 69.
 FE0038
 FE0038                          STATION RECOVERY (1972)
 FE0038
 FE0038'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1138 ***********************************************************************
 FD1138  DESIGNATION -  D 218
 FD1138  PID         -  FD1138
 FD1138  STATE/COUNTY-  TN/HUMPHREYS
 FD1138  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1138
 FD1138                         *CURRENT SURVEY CONTROL
 FD1138  ___________________________________________________________________
 FD1138* NAD 83(1986)-  35 52 58.     (N)    087 45 35.     (W)     SCALED    
 FD1138* NAVD 88     -       165.570  (meters)     543.21   (feet)  ADJUSTED  
 FD1138  ___________________________________________________________________
 FD1138  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1138  DYNAMIC HT  -         165.428 (meters)     542.74  (feet)  COMP
 FD1138  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1138
 FD1138  VERT ORDER  -  SECOND    CLASS 0
 FD1138
 FD1138.The horizontal coordinates were scaled from a topographic map and have
 FD1138.an estimated accuracy of +/- 6 seconds.
 FD1138
 FD1138.The orthometric height was determined by differential leveling
 FD1138.and adjusted by the National Geodetic Survey in June 1991..
 FD1138
 FD1138.The geoid height was determined by GEOID03.
 FD1138
 FD1138.The dynamic height is computed by dividing the NAVD 88
 FD1138.geopotential number by the normal gravity value computed on the
 FD1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1138.degrees latitude (g = 980.6199 gals.).
 FD1138
 FD1138.The modeled gravity was interpolated from observed gravity values.
 FD1138
 FD1138;                    North         East    Units  Estimated Accuracy
 FD1138;SPC TN       -   173,340.      441,120.      MT  (+/- 180 meters Scaled)
 FD1138
 FD1138                          SUPERSEDED SURVEY CONTROL
 FD1138
 FD1138  NGVD 29 (??/??/92)  165.603  (m)          543.32   (f) ADJ UNCH    2 0
 FD1138
 FD1138.Superseded values are not recommended for survey control.
 FD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1138.See file dsdata.txt to determine how the superseded data were derived.
 FD1138
 FD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE314712(NAD 83)
 FD1138_MARKER: DB = BENCH MARK DISK
 FD1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1138_STAMPING: D 218 1959
 FD1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1138+STABILITY: SURFACE MOTION
 FD1138
 FD1138  HISTORY     - Date     Condition        Report By
 FD1138  HISTORY     - 1959     MONUMENTED       CGS
 FD1138  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1138  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1138
 FD1138                          STATION DESCRIPTION
 FD1138
 FD1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1138'2.8 MI E FROM BUFFALO.
 FD1138'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1138'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1138'GO EAST FOR 2.8 MILES ON AN ASPHALT AND GRAVELED ROAD, 25 FT.
 FD1138'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 13 FT NORTH OF A
 FD1138'SMALL DOGWOOD TREE, 2.3 FT. SOUTHWEST OF A WITNESS SIGN, AND
 FD1138'ABOUT 100 FT. SOUTH OF A CURVE IN THE ROAD, A DISK SET IN TOP
 FD1138'OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE
 FD1138'ROAD.
 FD1138
 FD1138                          STATION RECOVERY (1973)
 FD1138
 FD1138'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1434 ***********************************************************************
 GC1434  DESIGNATION -  D 219
 GC1434  PID         -  GC1434
 GC1434  STATE/COUNTY-  TN/DICKSON
 GC1434  USGS QUAD   -  DICKSON (1986)
 GC1434
 GC1434                         *CURRENT SURVEY CONTROL
 GC1434  ___________________________________________________________________
 GC1434* NAD 83(1986)-  36 00 02.     (N)    087 25 11.     (W)     SCALED    
 GC1434* NAVD 88     -       195.128  (meters)     640.18   (feet)  ADJUSTED  
 GC1434  ___________________________________________________________________
 GC1434  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1434  DYNAMIC HT  -         194.957 (meters)     639.62  (feet)  COMP
 GC1434  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 GC1434
 GC1434  VERT ORDER  -  SECOND    CLASS 0
 GC1434
 GC1434.The horizontal coordinates were scaled from a topographic map and have
 GC1434.an estimated accuracy of +/- 6 seconds.
 GC1434
 GC1434.The orthometric height was determined by differential leveling
 GC1434.and adjusted by the National Geodetic Survey in June 1991..
 GC1434
 GC1434.The geoid height was determined by GEOID03.
 GC1434
 GC1434.The dynamic height is computed by dividing the NAVD 88
 GC1434.geopotential number by the normal gravity value computed on the
 GC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1434.degrees latitude (g = 980.6199 gals.).
 GC1434
 GC1434.The modeled gravity was interpolated from observed gravity values.
 GC1434
 GC1434;                    North         East    Units  Estimated Accuracy
 GC1434;SPC TN       -   185,910.      472,000.      MT  (+/- 180 meters Scaled)
 GC1434
 GC1434                          SUPERSEDED SURVEY CONTROL
 GC1434
 GC1434  NGVD 29 (??/??/92)  195.123  (m)          640.17   (f) ADJ UNCH    2 0
 GC1434
 GC1434.Superseded values are not recommended for survey control.
 GC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1434.See file dsdata.txt to determine how the superseded data were derived.
 GC1434
 GC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE621840(NAD 83)
 GC1434_MARKER: DB = BENCH MARK DISK
 GC1434_SETTING: 80 = SET IN A BOULDER
 GC1434_SP_SET: BOULDER
 GC1434_STAMPING: D 219 1959
 GC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1434+STABILITY: SURFACE MOTION
 GC1434
 GC1434  HISTORY     - Date     Condition        Report By
 GC1434  HISTORY     - 1959     MONUMENTED       CGS
 GC1434
 GC1434                          STATION DESCRIPTION
 GC1434
 GC1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1434'4.8 MI SE FROM OAK GROVE.
 GC1434'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 GC1434'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 GC1434'ON A GRAVELED ROAD FOR 2.95 MILES, THENCE SOUTH ON A GRAVELED
 GC1434'ROAD FOR 0.4 MILE, THENCE EAST ON A GRAVELED ROAD FOR 1.45 MILES,
 GC1434'19 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, A DISK
 GC1434'DRILLED IN THE TOP OF A LARGE BOULDER ABOUT 0.05 MILE WEST OF A SHARP
 GC1434'CURVE, AND 8 FT. NORTH OF THE EDGE OF A ROCK BLUFF, AND ABOUT 2 FT.
 GC1434'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0719 ***********************************************************************
 FD0719  DESIGNATION -  D 22
 FD0719  PID         -  FD0719
 FD0719  STATE/COUNTY-  TN/DICKSON
 FD0719  USGS QUAD   -  LYLES (1992)
 FD0719
 FD0719                         *CURRENT SURVEY CONTROL
 FD0719  ___________________________________________________________________
 FD0719* NAD 83(1995)-  35 58 33.69424(N)    087 19 06.06159(W)     ADJUSTED  
 FD0719* NAVD 88     -       277.792  (meters)     911.39   (feet)  ADJUSTED  
 FD0719  ___________________________________________________________________
 FD0719  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FD0719  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD0719  DYNAMIC HT  -         277.550 (meters)     910.60  (feet)  COMP
 FD0719  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0719
 FD0719  HORZ ORDER  -  SECOND
 FD0719  VERT ORDER  -  SECOND    CLASS 0
 FD0719
 FD0719.The horizontal coordinates were established by classical geodetic methods
 FD0719.and adjusted by the National Geodetic Survey in April 1999..
 FD0719
 FD0719.The orthometric height was determined by differential leveling
 FD0719.and adjusted by the National Geodetic Survey in June 1991..
 FD0719
 FD0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0719
 FD0719.The geoid height was determined by GEOID03.
 FD0719
 FD0719.The dynamic height is computed by dividing the NAVD 88
 FD0719.geopotential number by the normal gravity value computed on the
 FD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0719.degrees latitude (g = 980.6199 gals.).
 FD0719
 FD0719.The modeled gravity was interpolated from observed gravity values.
 FD0719
 FD0719;                    North         East     Units Scale Factor Converg.
 FD0719;SPC TN       -   183,056.270   481,106.063   MT  0.99995146   -0 46 18.5
 FD0719;SPC TN       -   600,577.11  1,578,428.81   sFT  0.99995146   -0 46 18.5
 FD0719;UTM  16      - 3,981,336.252   471,299.104   MT  0.99961015   -0 11 13.3
 FD0719
 FD0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0719!SPC TN       -   0.99996089  x   0.99995146  =   0.99991235
 FD0719!UTM  16      -   0.99996089  x   0.99961015  =   0.99957105
 FD0719
 FD0719                          SUPERSEDED SURVEY CONTROL
 FD0719
 FD0719  NAD 83(1995)-  35 58 33.69658(N)    087 19 06.06498(W) AD(       ) 2
 FD0719  NAD 83(1986)-  35 58 33.70482(N)    087 19 06.06422(W) AD(       ) 2
 FD0719  NAD 27      -  35 58 33.47900(N)    087 19 06.02500(W) AD(       ) 2
 FD0719  NGVD 29 (??/??/92)  277.779  (m)          911.35   (f) ADJ UNCH    2 0
 FD0719
 FD0719.Superseded values are not recommended for survey control.
 FD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0719.See file dsdata.txt to determine how the superseded data were derived.
 FD0719
 FD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7129981336(NAD 83)
 FD0719_MARKER: DB = BENCH MARK DISK
 FD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0719_STAMPING: D 22 1934
 FD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0719+STABILITY: SURFACE MOTION
 FD0719
 FD0719  HISTORY     - Date     Condition        Report By
 FD0719  HISTORY     - 1953     MONUMENTED       CGS
 FD0719  HISTORY     - 1953     GOOD             NGS
 FD0719
 FD0719                          STATION DESCRIPTION
 FD0719
 FD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FD0719'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF DICKSON,
 FD0719'ABOUT 0.4 MILE NORTH OF
 FD0719'THE HICKMAN-DICKSON COUNTY LINE AND ON THE PROPERTY
 FD0719'OWNED BY MRS V M MOORE.
 FD0719'
 FD0719'TO REACH THE STATION FROM JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD0719'HIGHWAY NO 48 IN DICKSON,
 FD0719'GO SOUTH ON STATE HIGHWAY NO 48 FOR 7.7 MILES TO A
 FD0719'CROSSROAD AND STORE ON THE LEFT,
 FD0719'CONTINUE SOUTH ON STATE HIGHWAY NO
 FD0719'48 FOR 1.0 MILE TO THE MOORE DRIVEWAY ON THE LEFT,
 FD0719'TURN LEFT AND GO
 FD0719'EAST THROUGH THE FARM YARD FOR 0.1 MILE TO THE BARN AND THE STATION
 FD0719'AS DESCRIBED.
 FD0719'
 FD0719'BENCH MARK B 22 IS USED AS A REFERENCE MARK.  IT IS 36 FEET EAST OF
 FD0719'THE EAST RAIL OF THE RAIL
 FD0719'ROAD TRACK AND 10 FEET EAST OF THE CENTER OF A
 FD0719'GRAVEL ROAD.  THE MARK IS A 6 X 6
 FD0719'INCH CONCRETE POST, WHICH PROJECTS
 FD0719'4 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK ATOP
 FD0719'STAMPED B 22
 FD0719'1934.
 FD0719
 FD0719                          STATION RECOVERY (1953)
 FD0719
 FD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD0719'1.7 MI N FROM BON AQUA.
 FD0719'IN DICKSON COUNTY, 1.7 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA
 FD0719'AND ST. LOUIS RAILWAY FROM BON AQUA, HICKMAN COUNTY, 7-3/4
 FD0719'POLES SOUTH OF MILEPOST 9, 25 FEET NORTH OF THE STATION SIGN
 FD0719'AT ABIFF, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF
 FD0719'THE TRACK, 5 FEET SOUTH OF THE ROAD, 20 FEET SOUTHWEST OF A
 FD0719'FRAME STORE BUILDING, AND 1 FOOT WEST OF A FENCE CORNER A
 FD0719'STANDARD DISK, STAMPED D 22 1934 AND SET IN THE TOP OF A
 FD0719'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1447 ***********************************************************************
 GC1447  DESIGNATION -  D 220
 GC1447  PID         -  GC1447
 GC1447  STATE/COUNTY-  TN/DICKSON
 GC1447  USGS QUAD   -  BURNS (1986)
 GC1447
 GC1447                         *CURRENT SURVEY CONTROL
 GC1447  ___________________________________________________________________
 GC1447* NAD 83(1986)-  36 00 16.     (N)    087 19 51.     (W)     SCALED    
 GC1447* NAVD 88     -       258.320  (meters)     847.50   (feet)  ADJUSTED  
 GC1447  ___________________________________________________________________
 GC1447  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GC1447  DYNAMIC HT  -         258.094 (meters)     846.76  (feet)  COMP
 GC1447  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GC1447
 GC1447  VERT ORDER  -  SECOND    CLASS 0
 GC1447
 GC1447.The horizontal coordinates were scaled from a topographic map and have
 GC1447.an estimated accuracy of +/- 6 seconds.
 GC1447
 GC1447.The orthometric height was determined by differential leveling
 GC1447.and adjusted by the National Geodetic Survey in June 1991..
 GC1447
 GC1447.The geoid height was determined by GEOID03.
 GC1447
 GC1447.The dynamic height is computed by dividing the NAVD 88
 GC1447.geopotential number by the normal gravity value computed on the
 GC1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1447.degrees latitude (g = 980.6199 gals.).
 GC1447
 GC1447.The modeled gravity was interpolated from observed gravity values.
 GC1447
 GC1447;                    North         East    Units  Estimated Accuracy
 GC1447;SPC TN       -   186,220.      480,020.      MT  (+/- 180 meters Scaled)
 GC1447
 GC1447                          SUPERSEDED SURVEY CONTROL
 GC1447
 GC1447  NGVD 29 (??/??/92)  258.307  (m)          847.46   (f) ADJ UNCH    2 0
 GC1447
 GC1447.Superseded values are not recommended for survey control.
 GC1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1447.See file dsdata.txt to determine how the superseded data were derived.
 GC1447
 GC1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701844(NAD 83)
 GC1447_MARKER: DB = BENCH MARK DISK
 GC1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1447_STAMPING: D 220 1959
 GC1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1447+STABILITY: SURFACE MOTION
 GC1447
 GC1447  HISTORY     - Date     Condition        Report By
 GC1447  HISTORY     - 1959     MONUMENTED       CGS
 GC1447
 GC1447                          STATION DESCRIPTION
 GC1447
 GC1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1447'0.6 MI S FROM TIDWELL.
 GC1447'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1447'TIDWELL, GO 0.55 MILE SOUTH ON THE NASHVILLE CHATTANOOGA AND ST.
 GC1447'LOUIS RAILROAD, 81 FT. SOUTHWEST OF STATE HIGHWAY 46, 48 FT. NORTH
 GC1447'OF THE CENTER OF A RAIL ROAD CROSSING AND A DIRT ROAD, 18.5
 GC1447'FT. EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL OF MAIN TRACKS,
 GC1447'2 FT. SOUTH OF A TELEPHONE POLE AND 2 FT. NORTHEAST OF A WITNESS
 GC1447'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 GC1447'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0541 ***********************************************************************
 GC0541  DESIGNATION -  D 221 RESET
 GC0541  PID         -  GC0541
 GC0541  STATE/COUNTY-  TN/ROBERTSON
 GC0541  USGS QUAD   -  WHITE HOUSE (1981)
 GC0541
 GC0541                         *CURRENT SURVEY CONTROL
 GC0541  ___________________________________________________________________
 GC0541* NAD 83(1986)-  36 28 08.     (N)    086 41 12.     (W)     SCALED    
 GC0541* NAVD 88     -       258.45   (+/-2cm)     847.9    (feet)  VERTCON   
 GC0541  ___________________________________________________________________
 GC0541  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0541
 GC0541  VERT ORDER  -  THIRD (See Below)
 GC0541
 GC0541.The horizontal coordinates were scaled from a topographic map and have
 GC0541.an estimated accuracy of +/- 6 seconds.
 GC0541
 GC0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0541.The vertical order pertains to the NGVD 29 superseded value.
 GC0541
 GC0541.The geoid height was determined by GEOID03.
 GC0541
 GC0541;                    North         East    Units  Estimated Accuracy
 GC0541;SPC TN       -   237,160.      538,460.      MT  (+/- 180 meters Scaled)
 GC0541
 GC0541                          SUPERSEDED SURVEY CONTROL
 GC0541
 GC0541  NGVD 29 (??/??/??)  258.51   (m)          848.1    (f) RESET       3  
 GC0541
 GC0541.Superseded values are not recommended for survey control.
 GC0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0541.See file dsdata.txt to determine how the superseded data were derived.
 GC0541
 GC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF280360(NAD 83)
 GC0541_MARKER: DB = BENCH MARK DISK
 GC0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0541_STAMPING: D 221 RESET 1970
 GC0541_MARK LOGO: CGS   
 GC0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0541+STABILITY: SURFACE MOTION
 GC0541
 GC0541  HISTORY     - Date     Condition        Report By
 GC0541  HISTORY     - 1970     MONUMENTED       CGS
 GC0541
 GC0541                          STATION DESCRIPTION
 GC0541
 GC0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 GC0541'2 MI W FROM WHITE HOUSE.
 GC0541'FROM THE NEW POST OFFICE IN WHITE HOUSE, GO WESTERLY ON STATE
 GC0541'ROUTE 76 FOR 1.8 MILES TO THE MARK ON THE RIGHT, 338 FEET EAST
 GC0541'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY NORTH JUST
 GC0541'EAST OF THE KELLY FAMILY CEMETERY, 160 FEET WEST OF GUYED
 GC0541'TELEPHONE POLE NO. P1, 137 FEET SOUTH OF GUYED POWERLINE
 GC0541'TRANSFORMER POLE NO. G 34 ST 13, 132 FEET WEST OF THE
 GC0541'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY INTO A BRICK PARSONAGE,
 GC0541'106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK PARSONAGE,
 GC0541'25 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 76, 2
 GC0541'FEET NORTHEAST OF A SOUTHEAST FENCE CORNER POST, 1.1 FEET EAST
 GC0541'OF A METAL WITNESS POST AND SIGN, AND IN THE SOUTHWEST CORNER
 GC0541'OF PROPERTY OWNED BY THE MT. PLEASANT - PLEASANT GROVE
 GC0541'METHODIST CHURCH.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC0541'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 GC0541'THE DISK IS STAMPED D 221 RESET 1970.  THE MARK IS ABOUT 3 FEET
 GC0541'ABOVE THE HIGHWAY LEVEL ON A LOW BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0611 ***********************************************************************
 GC0611  DESIGNATION -  D 222
 GC0611  PID         -  GC0611
 GC0611  STATE/COUNTY-  TN/DAVIDSON
 GC0611  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0611
 GC0611                         *CURRENT SURVEY CONTROL
 GC0611  ___________________________________________________________________
 GC0611* NAD 83(1986)-  36 08 13.     (N)    086 49 18.     (W)     SCALED    
 GC0611* NAVD 88     -       178.008  (meters)     584.01   (feet)  ADJUSTED  
 GC0611  ___________________________________________________________________
 GC0611  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0611  DYNAMIC HT  -         177.855 (meters)     583.51  (feet)  COMP
 GC0611  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GC0611
 GC0611  VERT ORDER  -  SECOND    CLASS 0
 GC0611
 GC0611.The horizontal coordinates were scaled from a topographic map and have
 GC0611.an estimated accuracy of +/- 6 seconds.
 GC0611
 GC0611.The orthometric height was determined by differential leveling
 GC0611.and adjusted by the National Geodetic Survey in June 1991..
 GC0611
 GC0611.The geoid height was determined by GEOID03.
 GC0611
 GC0611.The dynamic height is computed by dividing the NAVD 88
 GC0611.geopotential number by the normal gravity value computed on the
 GC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0611.degrees latitude (g = 980.6199 gals.).
 GC0611
 GC0611.The modeled gravity was interpolated from observed gravity values.
 GC0611
 GC0611;                    North         East    Units  Estimated Accuracy
 GC0611;SPC TN       -   200,420.      526,050.      MT  (+/- 180 meters Scaled)
 GC0611
 GC0611                          SUPERSEDED SURVEY CONTROL
 GC0611
 GC0611  NGVD 29 (??/??/92)  178.028  (m)          584.08   (f) ADJ UNCH    2 0
 GC0611
 GC0611.Superseded values are not recommended for survey control.
 GC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0611.See file dsdata.txt to determine how the superseded data were derived.
 GC0611
 GC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE160991(NAD 83)
 GC0611_MARKER: DB = BENCH MARK DISK
 GC0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0611_SP_SET: OVERPASS
 GC0611_STAMPING: D 222 1959
 GC0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0611
 GC0611  HISTORY     - Date     Condition        Report By
 GC0611  HISTORY     - 1959     MONUMENTED       CGS
 GC0611  HISTORY     - 1960     GOOD             NGS
 GC0611
 GC0611                          STATION DESCRIPTION
 GC0611
 GC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0611'AT NASHVILLE.
 GC0611'THIS BENCH MARK IS LOCATED IN SOUTHWEST NASHVILLE, DRILLED IN THE
 GC0611'TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A RAILROAD OVERPASS OVER
 GC0611'WEST END AVENUE, 7 FT. EAST OF THE EAST RAIL AND ABOUT 2 FT. BELOW
 GC0611'THE LEVEL OF THE TRACK.  THE OVERPASS IS ABOUT 0.3 MILE SOUTHWEST
 GC0611'OF THE INTERSECTION OF WEST END AVENUE AND MURPHY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0668 ***********************************************************************
 GC0668  DESIGNATION -  D 223
 GC0668  PID         -  GC0668
 GC0668  STATE/COUNTY-  TN/DAVIDSON
 GC0668  USGS QUAD   -  OAK HILL (1968)
 GC0668
 GC0668                         *CURRENT SURVEY CONTROL
 GC0668  ___________________________________________________________________
 GC0668* NAD 83(1986)-  36 06 12.     (N)    086 45 53.     (W)     SCALED    
 GC0668* NAVD 88     -       165.231  (meters)     542.10   (feet)  ADJUSTED  
 GC0668  ___________________________________________________________________
 GC0668  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0668  DYNAMIC HT  -         165.089 (meters)     541.63  (feet)  COMP
 GC0668  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 GC0668
 GC0668  VERT ORDER  -  SECOND    CLASS 0
 GC0668
 GC0668.The horizontal coordinates were scaled from a topographic map and have
 GC0668.an estimated accuracy of +/- 6 seconds.
 GC0668
 GC0668.The orthometric height was determined by differential leveling
 GC0668.and adjusted by the National Geodetic Survey in June 1991..
 GC0668
 GC0668.The geoid height was determined by GEOID03.
 GC0668
 GC0668.The dynamic height is computed by dividing the NAVD 88
 GC0668.geopotential number by the normal gravity value computed on the
 GC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0668.degrees latitude (g = 980.6199 gals.).
 GC0668
 GC0668.The modeled gravity was interpolated from observed gravity values.
 GC0668
 GC0668;                    North         East    Units  Estimated Accuracy
 GC0668;SPC TN       -   196,650.      531,140.      MT  (+/- 180 meters Scaled)
 GC0668
 GC0668                          SUPERSEDED SURVEY CONTROL
 GC0668
 GC0668  NGVD 29 (??/??/92)  165.251  (m)          542.16   (f) ADJ UNCH    2 0
 GC0668
 GC0668.Superseded values are not recommended for survey control.
 GC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0668.See file dsdata.txt to determine how the superseded data were derived.
 GC0668
 GC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE211954(NAD 83)
 GC0668_MARKER: DB = BENCH MARK DISK
 GC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0668_STAMPING: D 223 1960
 GC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0668+STABILITY: SURFACE MOTION
 GC0668
 GC0668  HISTORY     - Date     Condition        Report By
 GC0668  HISTORY     - 1960     MONUMENTED       CGS
 GC0668
 GC0668                          STATION DESCRIPTION
 GC0668
 GC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0668'4 MI SE FROM NASHVILLE.
 GC0668'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 4.0 MILES SOUTHEAST
 GC0668'ON THE L. AND N. RAILROAD.  THE BENCH MARK IS 89 FT. WEST OF THE
 GC0668'WEST RAIL OF THE MOST WESTERLY TRACKS, 8 FT. SOUTHEAST OF A
 GC0668'TELEPHONE POLE, AND 7 FT. SOUTH OF A SIGNAL BOX.  THE DISK IS
 GC0668'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OLD CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0491 ***********************************************************************
 FD0491  DESIGNATION -  D 224
 FD0491  PID         -  FD0491
 FD0491  STATE/COUNTY-  TN/WILLIAMSON
 FD0491  USGS QUAD   -  SPRING HILL (1979)
 FD0491
 FD0491                         *CURRENT SURVEY CONTROL
 FD0491  ___________________________________________________________________
 FD0491* NAD 83(1986)-  35 49 52.     (N)    086 53 57.     (W)     SCALED    
 FD0491* NAVD 88     -       215.948  (meters)     708.49   (feet)  ADJUSTED  
 FD0491  ___________________________________________________________________
 FD0491  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FD0491  DYNAMIC HT  -         215.757 (meters)     707.86  (feet)  COMP
 FD0491  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FD0491
 FD0491  VERT ORDER  -  SECOND    CLASS 0
 FD0491
 FD0491.The horizontal coordinates were scaled from a topographic map and have
 FD0491.an estimated accuracy of +/- 6 seconds.
 FD0491
 FD0491.The orthometric height was determined by differential leveling
 FD0491.and adjusted by the National Geodetic Survey in June 1991..
 FD0491
 FD0491.The geoid height was determined by GEOID03.
 FD0491
 FD0491.The dynamic height is computed by dividing the NAVD 88
 FD0491.geopotential number by the normal gravity value computed on the
 FD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0491.degrees latitude (g = 980.6199 gals.).
 FD0491
 FD0491.The modeled gravity was interpolated from observed gravity values.
 FD0491
 FD0491;                    North         East    Units  Estimated Accuracy
 FD0491;SPC TN       -   166,550.      518,760.      MT  (+/- 180 meters Scaled)
 FD0491
 FD0491                          SUPERSEDED SURVEY CONTROL
 FD0491
 FD0491  NGVD 29 (??/??/92)  215.916  (m)          708.38   (f) ADJ UNCH    2 0
 FD0491
 FD0491.Superseded values are not recommended for survey control.
 FD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0491.See file dsdata.txt to determine how the superseded data were derived.
 FD0491
 FD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE091652(NAD 83)
 FD0491_MARKER: DB = BENCH MARK DISK
 FD0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0491_SP_SET: BRIDGE
 FD0491_STAMPING: D 224 1960
 FD0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0491
 FD0491  HISTORY     - Date     Condition        Report By
 FD0491  HISTORY     - 1960     MONUMENTED       CGS
 FD0491  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0491
 FD0491                          STATION DESCRIPTION
 FD0491
 FD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0491'0.8 MI S FROM WEST HARPETH.
 FD0491'THIS MARK IS 0.8 MILE SOUTH ON THE L. AND N. RAILROAD FROM THE
 FD0491'GRAVEL ROAD CROSSING IN WEST HARPETH.  THE DISK IS CEMENTED IN
 FD0491'A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 FD0491'BRIDGE, 10 FT. EAST OF THE EAST RAIL AND ABOUT 14 FT. BELOW THE
 FD0491'LEVEL OF THE TRACKS.
 FD0491
 FD0491                          STATION RECOVERY (1984)
 FD0491
 FD0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0491'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0410 ***********************************************************************
 FD0410  DESIGNATION -  D 225
 FD0410  PID         -  FD0410
 FD0410  STATE/COUNTY-  TN/GILES
 FD0410  USGS QUAD   -  TARPLEY (1982)
 FD0410
 FD0410                         *CURRENT SURVEY CONTROL
 FD0410  ___________________________________________________________________
 FD0410* NAD 83(1986)-  35 12 37.     (N)    086 52 43.     (W)     SCALED    
 FD0410* NAVD 88     -       224.114  (meters)     735.28   (feet)  ADJUSTED  
 FD0410  ___________________________________________________________________
 FD0410  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0410  DYNAMIC HT  -         223.905 (meters)     734.60  (feet)  COMP
 FD0410  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FD0410
 FD0410  VERT ORDER  -  SECOND    CLASS 0
 FD0410
 FD0410.The horizontal coordinates were scaled from a topographic map and have
 FD0410.an estimated accuracy of +/- 6 seconds.
 FD0410
 FD0410.The orthometric height was determined by differential leveling
 FD0410.and adjusted by the National Geodetic Survey in June 1991..
 FD0410
 FD0410.The geoid height was determined by GEOID03.
 FD0410
 FD0410.The dynamic height is computed by dividing the NAVD 88
 FD0410.geopotential number by the normal gravity value computed on the
 FD0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0410.degrees latitude (g = 980.6199 gals.).
 FD0410
 FD0410.The modeled gravity was interpolated from observed gravity values.
 FD0410
 FD0410;                    North         East    Units  Estimated Accuracy
 FD0410;SPC TN       -    97,660.      520,000.      MT  (+/- 180 meters Scaled)
 FD0410
 FD0410                          SUPERSEDED SURVEY CONTROL
 FD0410
 FD0410  NGVD 29 (??/??/92)  224.089  (m)          735.20   (f) ADJ UNCH    2 0
 FD0410
 FD0410.Superseded values are not recommended for survey control.
 FD0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0410.See file dsdata.txt to determine how the superseded data were derived.
 FD0410
 FD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110963(NAD 83)
 FD0410_MARKER: DB = BENCH MARK DISK
 FD0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0410_STAMPING: D 225 1960
 FD0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0410+STABILITY: SURFACE MOTION
 FD0410
 FD0410  HISTORY     - Date     Condition        Report By
 FD0410  HISTORY     - 1960     MONUMENTED       CGS
 FD0410
 FD0410                          STATION DESCRIPTION
 FD0410
 FD0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0410'1.7 MI S FROM BEECH HILL.
 FD0410'FROM THE BEECH SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED ROAD
 FD0410'1.5 MILES, THEN 0.2 MILE WEST ON A GRAVELED ROAD.  THE BENCH
 FD0410'MARK IS ABOUT 300 FT. EAST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0410'HIGHWAY, 57 FT. SOUTHEAST OF THE CENTER OF A GATE AND TRACK
 FD0410'ROAD LEADING TO A FIELD, 15 FT. SOUTH OF THE CENTER OF THE
 FD0410'GRAVELED ROAD, AND 2 FT. NORTH OF A WITNESS SIGN.  THE DISK
 FD0410'IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0712 ***********************************************************************
 GC0712  DESIGNATION -  D 226
 GC0712  PID         -  GC0712
 GC0712  STATE/COUNTY-  TN/WILSON
 GC0712  USGS QUAD   -  HERMITAGE (1983)
 GC0712
 GC0712                         *CURRENT SURVEY CONTROL
 GC0712  ___________________________________________________________________
 GC0712* NAD 83(1986)-  36 10 07.     (N)    086 33 07.     (W)     SCALED    
 GC0712* NAVD 88     -       187.977  (meters)     616.72   (feet)  ADJUSTED  
 GC0712  ___________________________________________________________________
 GC0712  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0712  DYNAMIC HT  -         187.818 (meters)     616.20  (feet)  COMP
 GC0712  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0712
 GC0712  VERT ORDER  -  SECOND    CLASS 0
 GC0712
 GC0712.The horizontal coordinates were scaled from a topographic map and have
 GC0712.an estimated accuracy of +/- 6 seconds.
 GC0712
 GC0712.The orthometric height was determined by differential leveling
 GC0712.and adjusted by the National Geodetic Survey in June 1991..
 GC0712
 GC0712.The geoid height was determined by GEOID03.
 GC0712
 GC0712.The dynamic height is computed by dividing the NAVD 88
 GC0712.geopotential number by the normal gravity value computed on the
 GC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0712.degrees latitude (g = 980.6199 gals.).
 GC0712
 GC0712.The modeled gravity was interpolated from observed gravity values.
 GC0712
 GC0712;                    North         East    Units  Estimated Accuracy
 GC0712;SPC TN       -   203,760.      550,340.      MT  (+/- 180 meters Scaled)
 GC0712
 GC0712                          SUPERSEDED SURVEY CONTROL
 GC0712
 GC0712  NGVD 29 (??/??/92)  188.019  (m)          616.86   (f) ADJ UNCH    2 0
 GC0712
 GC0712.Superseded values are not recommended for survey control.
 GC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0712.See file dsdata.txt to determine how the superseded data were derived.
 GC0712
 GC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF402027(NAD 83)
 GC0712_MARKER: DB = BENCH MARK DISK
 GC0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0712_SP_SET: CULVERT
 GC0712_STAMPING: D 226 1960
 GC0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0712
 GC0712  HISTORY     - Date     Condition        Report By
 GC0712  HISTORY     - 1960     MONUMENTED       CGS
 GC0712
 GC0712                          STATION DESCRIPTION
 GC0712
 GC0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0712'4.8 MI SW FROM MOUNT JULIET.
 GC0712'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE
 GC0712'NORTH ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE
 GC0712'CENTRAL RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN
 GC0712'1.2 MILE SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON
 GC0712'A GRAVELED ROAD, THEN 0.8 MILE WEST ON CENTRAL PIKE ROAD TO THE
 GC0712'T JUNCTION OF HAGAR ROAD AND CENTRAL PIKE ROAD.  THE BENCH MARK
 GC0712'IS 78 FT. WEST OF THE CENTER OF THE T JUNCTION OF HAGAR ROAD AND
 GC0712'CENTRAL PIKE ROAD, AND 13.5 FT. SOUTH OF THE CENTER OF CENTRAL
 GC0712'PIKE ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 GC0712'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 GC0712'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0279 ***********************************************************************
 GC0279  DESIGNATION -  D 227
 GC0279  PID         -  GC0279
 GC0279  STATE/COUNTY-  TN/WILSON
 GC0279  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0279
 GC0279                         *CURRENT SURVEY CONTROL
 GC0279  ___________________________________________________________________
 GC0279* NAD 83(1986)-  36 10 56.     (N)    086 09 12.     (W)     SCALED    
 GC0279* NAVD 88     -       223.529  (meters)     733.36   (feet)  ADJUSTED  
 GC0279  ___________________________________________________________________
 GC0279  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0279  DYNAMIC HT  -         223.341 (meters)     732.74  (feet)  COMP
 GC0279  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC0279
 GC0279  VERT ORDER  -  SECOND    CLASS 0
 GC0279
 GC0279.The horizontal coordinates were scaled from a topographic map and have
 GC0279.an estimated accuracy of +/- 6 seconds.
 GC0279
 GC0279.The orthometric height was determined by differential leveling
 GC0279.and adjusted by the National Geodetic Survey in June 1991..
 GC0279
 GC0279.The geoid height was determined by GEOID03.
 GC0279
 GC0279.The dynamic height is computed by dividing the NAVD 88
 GC0279.geopotential number by the normal gravity value computed on the
 GC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0279.degrees latitude (g = 980.6199 gals.).
 GC0279
 GC0279.The modeled gravity was interpolated from observed gravity values.
 GC0279
 GC0279;                    North         East    Units  Estimated Accuracy
 GC0279;SPC TN       -   205,150.      586,210.      MT  (+/- 180 meters Scaled)
 GC0279
 GC0279                          SUPERSEDED SURVEY CONTROL
 GC0279
 GC0279  NGVD 29 (??/??/92)  223.591  (m)          733.56   (f) ADJ UNCH    2 0
 GC0279
 GC0279.Superseded values are not recommended for survey control.
 GC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0279.See file dsdata.txt to determine how the superseded data were derived.
 GC0279
 GC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF761044(NAD 83)
 GC0279_MARKER: DB = BENCH MARK DISK
 GC0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0279_STAMPING: D 227 1960
 GC0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0279+STABILITY: SURFACE MOTION
 GC0279
 GC0279  HISTORY     - Date     Condition        Report By
 GC0279  HISTORY     - 1960     MONUMENTED       CGS
 GC0279
 GC0279                          STATION DESCRIPTION
 GC0279
 GC0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0279'8 MI E FROM LEBANON.
 GC0279'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0279'MILE, THEN 7.4 MILES EAST ON BLUE BIRD ROAD.  THE BENCH MARK IS
 GC0279'ABOUT 0.1 MILE WEST OF A T JUNCTION, ABOUT 400 FT. EAST OF THE
 GC0279'CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 27 FT. SOUTHWEST
 GC0279'OF THE CENTER OF BLUE BIRD ROAD, 1 FT. NORTH OF A FENCE, AND
 GC0279'1.9 FT. SOUTHWEST OF A WITNESS SIGN, AND SET NEAR THE BOTTOM
 GC0279'OF A SMALL HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0279'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0623 ***********************************************************************
 FD0623  DESIGNATION -  D 228
 FD0623  PID         -  FD0623
 FD0623  STATE/COUNTY-  TN/RUTHERFORD
 FD0623  USGS QUAD   -  MURFREESBORO (1983)
 FD0623
 FD0623                         *CURRENT SURVEY CONTROL
 FD0623  ___________________________________________________________________
 FD0623* NAD 83(1986)-  35 52 08.     (N)    086 27 42.     (W)     SCALED    
 FD0623* NAVD 88     -       177.594  (meters)     582.66   (feet)  ADJUSTED  
 FD0623  ___________________________________________________________________
 FD0623  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0623  DYNAMIC HT  -         177.439 (meters)     582.15  (feet)  COMP
 FD0623  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 FD0623
 FD0623  VERT ORDER  -  SECOND    CLASS 0
 FD0623
 FD0623.The horizontal coordinates were scaled from a topographic map and have
 FD0623.an estimated accuracy of +/- 6 seconds.
 FD0623
 FD0623.The orthometric height was determined by differential leveling
 FD0623.and adjusted by the National Geodetic Survey in June 1991..
 FD0623
 FD0623.The geoid height was determined by GEOID03.
 FD0623
 FD0623.The dynamic height is computed by dividing the NAVD 88
 FD0623.geopotential number by the normal gravity value computed on the
 FD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0623.degrees latitude (g = 980.6199 gals.).
 FD0623
 FD0623.The modeled gravity was interpolated from observed gravity values.
 FD0623
 FD0623;                    North         East    Units  Estimated Accuracy
 FD0623;SPC TN       -   170,470.      558,310.      MT  (+/- 180 meters Scaled)
 FD0623
 FD0623                          SUPERSEDED SURVEY CONTROL
 FD0623
 FD0623  NGVD 29 (??/??/92)  177.607  (m)          582.70   (f) ADJ UNCH    2 0
 FD0623
 FD0623.Superseded values are not recommended for survey control.
 FD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0623.See file dsdata.txt to determine how the superseded data were derived.
 FD0623
 FD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE485695(NAD 83)
 FD0623_MARKER: DB = BENCH MARK DISK
 FD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0623_STAMPING: D 228 1960
 FD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0623+STABILITY: SURFACE MOTION
 FD0623
 FD0623  HISTORY     - Date     Condition        Report By
 FD0623  HISTORY     - 1960     MONUMENTED       CGS
 FD0623
 FD0623                          STATION DESCRIPTION
 FD0623
 FD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0623'7.5 MI NW FROM MURFREESBORO.
 FD0623'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0623'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0623'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24.  THE BENCH MARK IS
 FD0623'AT THE INTERSECTION OF MANSON PIKE LEADING EAST AND WEST AND A
 FD0623'GRAVELED ROAD LEADING NORTH, 35 FT. NORTHEAST OF THE CENTER OF
 FD0623'MANSON PIKE, 16 FT. NORTHEAST OF A TELEPHONE BRACE POLE, 31 FT.
 FD0623'WEST OF THE CENTER OF THE GRAVELED ROAD, 14 FT. WEST OF A FENCE
 FD0623'CORNER, 2 FT. SOUTHEAST OF A FENCE LINE, AND 1.5 FT. EAST OF A
 FD0623'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0623'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH MANSON PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0073 ***********************************************************************
 FD0073  DESIGNATION -  D 229
 FD0073  PID         -  FD0073
 FD0073  STATE/COUNTY-  TN/RUTHERFORD
 FD0073  USGS QUAD   -  MURFREESBORO (1983)
 FD0073
 FD0073                         *CURRENT SURVEY CONTROL
 FD0073  ___________________________________________________________________
 FD0073* NAD 83(1986)-  35 50 08.     (N)    086 25 28.     (W)     SCALED    
 FD0073* NAVD 88     -       176.892  (meters)     580.35   (feet)  ADJUSTED  
 FD0073  ___________________________________________________________________
 FD0073  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0073  DYNAMIC HT  -         176.737 (meters)     579.84  (feet)  COMP
 FD0073  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD0073
 FD0073  VERT ORDER  -  SECOND    CLASS 0
 FD0073
 FD0073.The horizontal coordinates were scaled from a topographic map and have
 FD0073.an estimated accuracy of +/- 6 seconds.
 FD0073
 FD0073.The orthometric height was determined by differential leveling
 FD0073.and adjusted by the National Geodetic Survey in June 1991..
 FD0073
 FD0073.The geoid height was determined by GEOID03.
 FD0073
 FD0073.The dynamic height is computed by dividing the NAVD 88
 FD0073.geopotential number by the normal gravity value computed on the
 FD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0073.degrees latitude (g = 980.6199 gals.).
 FD0073
 FD0073.The modeled gravity was interpolated from observed gravity values.
 FD0073
 FD0073;                    North         East    Units  Estimated Accuracy
 FD0073;SPC TN       -   166,750.      561,650.      MT  (+/- 180 meters Scaled)
 FD0073
 FD0073                          SUPERSEDED SURVEY CONTROL
 FD0073
 FD0073  NGVD 29 (??/??/92)  176.864  (m)          580.26   (f) ADJ UNCH    2 0
 FD0073
 FD0073.Superseded values are not recommended for survey control.
 FD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0073.See file dsdata.txt to determine how the superseded data were derived.
 FD0073
 FD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE519658(NAD 83)
 FD0073_MARKER: DB = BENCH MARK DISK
 FD0073_SETTING: 66 = SET IN ROCK OUTCROP
 FD0073_SP_SET: BEDROCK
 FD0073_STAMPING: D 229 1960
 FD0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0073+STABILITY: POSITION/ELEVATION WELL
 FD0073
 FD0073  HISTORY     - Date     Condition        Report By
 FD0073  HISTORY     - 1960     MONUMENTED       CGS
 FD0073
 FD0073                          STATION DESCRIPTION
 FD0073
 FD0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0073'4.4 MI SW FROM MURFREESBORO.
 FD0073'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0073'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0073'2.3 MILES NORTHWEST ON INTERSTATE HIGHWAY 24.  THE BENCH MARK
 FD0073'IS 62.6 FT. NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 19.7
 FD0073'FT. EAST OF A FENCE CORNER POST, 55 FT. WEST OF A POWER LINE
 FD0073'POLE WITH TRANSFORMER, 28 FT. SOUTH OF THE CENTER OF A TRACK
 FD0073'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 3 X 5 OUTCROPPING
 FD0073'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0270 ***********************************************************************
 GD0270  DESIGNATION -  D 23
 GD0270  PID         -  GD0270
 GD0270  STATE/COUNTY-  TN/WEAKLEY
 GD0270  USGS QUAD   -  MARTIN (1983)
 GD0270
 GD0270                         *CURRENT SURVEY CONTROL
 GD0270  ___________________________________________________________________
 GD0270* NAD 83(1986)-  36 19 23.     (N)    088 47 15.     (W)     SCALED    
 GD0270* NAVD 88     -       133.438  (meters)     437.79   (feet)  ADJUSTED  
 GD0270  ___________________________________________________________________
 GD0270  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0270  DYNAMIC HT  -         133.329 (meters)     437.43  (feet)  COMP
 GD0270  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GD0270
 GD0270  VERT ORDER  -  FIRST     CLASS II
 GD0270
 GD0270.The horizontal coordinates were scaled from a topographic map and have
 GD0270.an estimated accuracy of +/- 6 seconds.
 GD0270
 GD0270.The orthometric height was determined by differential leveling
 GD0270.and adjusted by the National Geodetic Survey in June 1991..
 GD0270
 GD0270.The geoid height was determined by GEOID03.
 GD0270
 GD0270.The dynamic height is computed by dividing the NAVD 88
 GD0270.geopotential number by the normal gravity value computed on the
 GD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0270.degrees latitude (g = 980.6199 gals.).
 GD0270
 GD0270.The modeled gravity was interpolated from observed gravity values.
 GD0270
 GD0270;                    North         East    Units  Estimated Accuracy
 GD0270;SPC TN       -   224,330.      349,740.      MT  (+/- 180 meters Scaled)
 GD0270
 GD0270                          SUPERSEDED SURVEY CONTROL
 GD0270
 GD0270  NGVD 29 (??/??/??)  133.453  (m)          437.84   (f) ADJUSTED    1 2
 GD0270
 GD0270.Superseded values are not recommended for survey control.
 GD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0270.See file dsdata.txt to determine how the superseded data were derived.
 GD0270
 GD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF395212(NAD 83)
 GD0270_MARKER: DB = BENCH MARK DISK
 GD0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0270_SP_SET: SQUARE CONCRETE MONUMENT
 GD0270_STAMPING: D 23 1934 438.004
 GD0270_MARK LOGO: CGS   
 GD0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0270+STABILITY: SURFACE MOTION
 GD0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0270+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0270
 GD0270  HISTORY     - Date     Condition        Report By
 GD0270  HISTORY     - 1934     MONUMENTED       CGS
 GD0270  HISTORY     - 1967     GOOD             CGS
 GD0270  HISTORY     - 1987     GOOD             LOCSUR
 GD0270  HISTORY     - 19870617 GOOD             LOCENG
 GD0270  HISTORY     - 20020820 GOOD             USACE
 GD0270
 GD0270                          STATION DESCRIPTION
 GD0270
 GD0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0270'3.8 MI SE FROM MARTIN.
 GD0270'ABOUT 3.75 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GD0270'RAILROAD FROM THE OLD UNION STATION AT MARTIN, 42 FEET
 GD0270'WEST-NORTHWEST OF THE WEST GATE POST OF A WHITE WOODEN GATE, 37
 GD0270'FEET NORTH OF THE APPROXIMATE CENTER OF THE RAILROAD CROSSING, 32
 GD0270'FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE RAILROAD
 GD0270'CROSSING, 32 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 GD0270'A GRAVELED DRIVE, 28 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GD0270'RAILROAD TRACK, 22 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER
 GD0270'POST, 15 FEET SOUTH OF TELEGRAPH POLE 137/8, AND 0.8 OF A FOOT
 GD0270'WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN
 GD0270'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GD0270'6 INCHES AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GD0270
 GD0270                          STATION RECOVERY (1987)
 GD0270
 GD0270'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0270'RECOVERED IN GOOD CONDITION.
 GD0270
 GD0270                          STATION RECOVERY (1987)
 GD0270
 GD0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0270'ABOUT 0.9 MILES SOUTHEAST ALONG TN STATE ROUTE 22 FROM THE JUNCTION
 GD0270'OF ROUTE 8011 AT RALSTON.  THEN NORTH NORTHWEST ALONG A GRAVEL ROAD
 GD0270'FOR 0.3 MILES TO A GRAVEL DRIVE TO THE NORTH.  THE MARK IS 40 FEET
 GD0270'NORTH OF THE GRAVEL ROAD, 30 FEET NORTH OF THE CENTER OF AN ABANDONED
 GD0270'RAILROAD BED, AND 22 FEET SOUTHEAST OF THE SOUTHWEST YARD CORNER OF
 GD0270'AN ABANDONED STUCCO FASRM HOUSE.  THE MARK IS IN AN 18 INCH SQUARE
 GD0270'CONCRETE BASE APPROXIMATELY 8 INCHES ABOVE GRADE AN WITNESSED BY A U.
 GD0270'S. GOVERNMENT SIGN 2 FEET TO THE NORTH.
 GD0270
 GD0270                          STATION RECOVERY (2002)
 GD0270
 GD0270'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1840 ***********************************************************************
 GB1840  DESIGNATION -  D 230
 GB1840  PID         -  GB1840
 GB1840  STATE/COUNTY-  TN/PUTNAM
 GB1840  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1840
 GB1840                         *CURRENT SURVEY CONTROL
 GB1840  ___________________________________________________________________
 GB1840* NAD 83(1986)-  36 08 25.     (N)    085 36 46.     (W)     SCALED    
 GB1840* NAVD 88     -       320.097  (meters)    1050.18   (feet)  ADJUSTED  
 GB1840  ___________________________________________________________________
 GB1840  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1840  DYNAMIC HT  -         319.810 (meters)    1049.24  (feet)  COMP
 GB1840  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GB1840
 GB1840  VERT ORDER  -  SECOND    CLASS 0
 GB1840
 GB1840.The horizontal coordinates were scaled from a topographic map and have
 GB1840.an estimated accuracy of +/- 6 seconds.
 GB1840
 GB1840.The orthometric height was determined by differential leveling
 GB1840.and adjusted by the National Geodetic Survey in June 1991..
 GB1840
 GB1840.The geoid height was determined by GEOID03.
 GB1840
 GB1840.The dynamic height is computed by dividing the NAVD 88
 GB1840.geopotential number by the normal gravity value computed on the
 GB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1840.degrees latitude (g = 980.6199 gals.).
 GB1840
 GB1840.The modeled gravity was interpolated from observed gravity values.
 GB1840
 GB1840;                    North         East    Units  Estimated Accuracy
 GB1840;SPC TN       -   200,550.      634,850.      MT  (+/- 180 meters Scaled)
 GB1840
 GB1840                          SUPERSEDED SURVEY CONTROL
 GB1840
 GB1840  NGVD 29 (??/??/92)  320.161  (m)         1050.39   (f) ADJ UNCH    2 0
 GB1840
 GB1840.Superseded values are not recommended for survey control.
 GB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1840.See file dsdata.txt to determine how the superseded data were derived.
 GB1840
 GB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF248003(NAD 83)
 GB1840_MARKER: DB = BENCH MARK DISK
 GB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1840_STAMPING: D 230 1960
 GB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1840+STABILITY: SURFACE MOTION
 GB1840
 GB1840  HISTORY     - Date     Condition        Report By
 GB1840  HISTORY     - 1960     MONUMENTED       CGS
 GB1840
 GB1840                          STATION DESCRIPTION
 GB1840
 GB1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1840'2.6 MI SE FROM BAXTER.
 GB1840'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1840'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN 0.5
 GB1840'MILE SOUTH ON A GRAVELED ROAD, THEN 1.2 MILES EAST ON INTERSTATE
 GB1840'HIGHWAY 40.  THE BENCH MARK IS SET ON THE NORTH RIGHT OF WAY FOR
 GB1840'INTERSTATE HIGHWAY 40, 2.4 FT. SOUTH OF THE RIGHT OF WAY FENCE
 GB1840'AND 2.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1840'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 2 FT. ABOVE THE
 GB1840'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1715 ***********************************************************************
 GB1715  DESIGNATION -  D 231
 GB1715  PID         -  GB1715
 GB1715  STATE/COUNTY-  TN/PUTNAM
 GB1715  USGS QUAD   -  MONTEREY (1981)
 GB1715
 GB1715                         *CURRENT SURVEY CONTROL
 GB1715  ___________________________________________________________________
 GB1715* NAD 83(1986)-  36 08 20.     (N)    085 18 37.     (W)     SCALED    
 GB1715* NAVD 88     -       559.176  (meters)    1834.56   (feet)  ADJUSTED  
 GB1715  ___________________________________________________________________
 GB1715  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB1715  DYNAMIC HT  -         558.659 (meters)    1832.87  (feet)  COMP
 GB1715  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GB1715
 GB1715  VERT ORDER  -  SECOND    CLASS 0
 GB1715
 GB1715.The horizontal coordinates were scaled from a topographic map and have
 GB1715.an estimated accuracy of +/- 6 seconds.
 GB1715
 GB1715.The orthometric height was determined by differential leveling
 GB1715.and adjusted by the National Geodetic Survey in June 1991..
 GB1715
 GB1715.The geoid height was determined by GEOID03.
 GB1715
 GB1715.The dynamic height is computed by dividing the NAVD 88
 GB1715.geopotential number by the normal gravity value computed on the
 GB1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1715.degrees latitude (g = 980.6199 gals.).
 GB1715
 GB1715.The modeled gravity was interpolated from observed gravity values.
 GB1715
 GB1715;                    North         East    Units  Estimated Accuracy
 GB1715;SPC TN       -   200,550.      662,080.      MT  (+/- 180 meters Scaled)
 GB1715
 GB1715                          SUPERSEDED SURVEY CONTROL
 GB1715
 GB1715  NGVD 29 (??/??/92)  559.199  (m)         1834.64   (f) ADJ UNCH    2 0
 GB1715
 GB1715.Superseded values are not recommended for survey control.
 GB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1715.See file dsdata.txt to determine how the superseded data were derived.
 GB1715
 GB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF520006(NAD 83)
 GB1715_MARKER: DB = BENCH MARK DISK
 GB1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1715_STAMPING: D 231 1960
 GB1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1715+STABILITY: SURFACE MOTION
 GB1715
 GB1715  HISTORY     - Date     Condition        Report By
 GB1715  HISTORY     - 1960     MONUMENTED       CGS
 GB1715
 GB1715                          STATION DESCRIPTION
 GB1715
 GB1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1715'2.6 MI W FROM MONTEREY.
 GB1715'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1715'STATE HIGHWAY 84, THEN 2.35 MILES WEST ON U.S. HIGHWAY 70N.
 GB1715'THE BENCH MARK IS 114 FT. NORTHWEST OF THE NORTHWEST CORNER OF A
 GB1715'GARAGE, 25 FT. EAST OF THE CENTER OF U.S. HIGHWAY 70N, 2 FT.
 GB1715'SOUTH OF A POWER LINE POLE, AND 1.7 FT. NORTH OF A WITNESS SIGN.
 GB1715'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB1715'AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0806 ***********************************************************************
 FC0806  DESIGNATION -  D 232
 FC0806  PID         -  FC0806
 FC0806  STATE/COUNTY-  TN/CUMBERLAND
 FC0806  USGS QUAD   -  DORTON (1991)
 FC0806
 FC0806                         *CURRENT SURVEY CONTROL
 FC0806  ___________________________________________________________________
 FC0806* NAD 83(1986)-  35 55 25.     (N)    084 54 46.     (W)     SCALED    
 FC0806* NAVD 88     -       493.647  (meters)    1619.57   (feet)  ADJUSTED  
 FC0806  ___________________________________________________________________
 FC0806  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC0806  DYNAMIC HT  -         493.191 (meters)    1618.08  (feet)  COMP
 FC0806  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0806
 FC0806  VERT ORDER  -  SECOND    CLASS 0
 FC0806
 FC0806.The horizontal coordinates were scaled from a topographic map and have
 FC0806.an estimated accuracy of +/- 6 seconds.
 FC0806
 FC0806.The orthometric height was determined by differential leveling
 FC0806.and adjusted by the National Geodetic Survey in June 1991..
 FC0806
 FC0806.The geoid height was determined by GEOID03.
 FC0806
 FC0806.The dynamic height is computed by dividing the NAVD 88
 FC0806.geopotential number by the normal gravity value computed on the
 FC0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0806.degrees latitude (g = 980.6199 gals.).
 FC0806
 FC0806.The modeled gravity was interpolated from observed gravity values.
 FC0806
 FC0806;                    North         East    Units  Estimated Accuracy
 FC0806;SPC TN       -   176,990.      698,120.      MT  (+/- 180 meters Scaled)
 FC0806
 FC0806                          SUPERSEDED SURVEY CONTROL
 FC0806
 FC0806  NGVD 29 (??/??/92)  493.736  (m)         1619.87   (f) ADJ UNCH    2 0
 FC0806
 FC0806.Superseded values are not recommended for survey control.
 FC0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0806.See file dsdata.txt to determine how the superseded data were derived.
 FC0806
 FC0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE883774(NAD 83)
 FC0806_MARKER: DB = BENCH MARK DISK
 FC0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0806_STAMPING: D 232 1960
 FC0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0806+STABILITY: SURFACE MOTION
 FC0806
 FC0806  HISTORY     - Date     Condition        Report By
 FC0806  HISTORY     - 1960     MONUMENTED       CGS
 FC0806
 FC0806                          STATION DESCRIPTION
 FC0806
 FC0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0806'2.4 MI NW FROM CRAB ORCHARD.
 FC0806'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST
 FC0806'ON A PAVED ROAD TO A SHARP CURVE AND A HOUSE.  THE BENCH MARK IS
 FC0806'40 FT. EAST OF THE NORTHEAST CORNER OF THE HOUSE, 40 FT. NORTH OF
 FC0806'THE CENTER OF THE GRAVELED ROAD, 2.4 FT. SOUTH OF A FENCE CORNER
 FC0806'POST, AND 2.6 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN
 FC0806'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE
 FC0806'THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0919 ***********************************************************************
 FC0919  DESIGNATION -  D 233
 FC0919  PID         -  FC0919
 FC0919  STATE/COUNTY-  TN/ROANE
 FC0919  USGS QUAD   -  HARRIMAN (1980)
 FC0919
 FC0919                         *CURRENT SURVEY CONTROL
 FC0919  ___________________________________________________________________
 FC0919* NAD 83(1986)-  35 52 51.     (N)    084 30 30.     (W)     SCALED    
 FC0919* NAVD 88     -       239.632  (meters)     786.19   (feet)  ADJUSTED  
 FC0919  ___________________________________________________________________
 FC0919  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0919  DYNAMIC HT  -         239.411 (meters)     785.47  (feet)  COMP
 FC0919  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 FC0919
 FC0919  VERT ORDER  -  SECOND    CLASS 0
 FC0919
 FC0919.The horizontal coordinates were scaled from a topographic map and have
 FC0919.an estimated accuracy of +/- 6 seconds.
 FC0919
 FC0919.The orthometric height was determined by differential leveling
 FC0919.and adjusted by the National Geodetic Survey in June 1991..
 FC0919
 FC0919.The geoid height was determined by GEOID03.
 FC0919
 FC0919.The dynamic height is computed by dividing the NAVD 88
 FC0919.geopotential number by the normal gravity value computed on the
 FC0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0919.degrees latitude (g = 980.6199 gals.).
 FC0919
 FC0919.The modeled gravity was interpolated from observed gravity values.
 FC0919
 FC0919;                    North         East    Units  Estimated Accuracy
 FC0919;SPC TN       -   172,720.      734,680.      MT  (+/- 180 meters Scaled)
 FC0919
 FC0919                          SUPERSEDED SURVEY CONTROL
 FC0919
 FC0919  NGVD 29 (??/??/92)  239.743  (m)          786.56   (f) ADJ UNCH    2 0
 FC0919
 FC0919.Superseded values are not recommended for survey control.
 FC0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0919.See file dsdata.txt to determine how the superseded data were derived.
 FC0919
 FC0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE249735(NAD 83)
 FC0919_MARKER: DB = BENCH MARK DISK
 FC0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0919_SP_SET: BRIDGE
 FC0919_STAMPING: D 233 1960
 FC0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0919
 FC0919  HISTORY     - Date     Condition        Report By
 FC0919  HISTORY     - 1960     MONUMENTED       CGS
 FC0919
 FC0919                          STATION DESCRIPTION
 FC0919
 FC0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0919'0.8 MI NE FROM KINGSTON.
 FC0919'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0919'FOR 0.8 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 40.  THE
 FC0919'BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH
 FC0919'CONCRETE WINGWALL AT THE SOUTHEAST END OF THE SOUTHEAST BOUND
 FC0919'TRAFFIC LANES OF THE OVERPASS AND IS ABOUT 1 FT. ABOVE THE LEVEL
 FC0919'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0219 ***********************************************************************
 FC0219  DESIGNATION -  D 234
 FC0219  PID         -  FC0219
 FC0219  STATE/COUNTY-  TN/KNOX
 FC0219  USGS QUAD   -  LOVELL (1990)
 FC0219
 FC0219                         *CURRENT SURVEY CONTROL
 FC0219  ___________________________________________________________________
 FC0219* NAD 83(1986)-  35 52 55.     (N)    084 13 48.     (W)     SCALED    
 FC0219* NAVD 88     -       273.430  (meters)     897.08   (feet)  ADJUSTED  
 FC0219  ___________________________________________________________________
 FC0219  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0219  DYNAMIC HT  -         273.171 (meters)     896.23  (feet)  COMP
 FC0219  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FC0219
 FC0219  VERT ORDER  -  SECOND    CLASS 0
 FC0219
 FC0219.The horizontal coordinates were scaled from a topographic map and have
 FC0219.an estimated accuracy of +/- 6 seconds.
 FC0219
 FC0219.The orthometric height was determined by differential leveling
 FC0219.and adjusted by the National Geodetic Survey in June 1991..
 FC0219
 FC0219.The geoid height was determined by GEOID03.
 FC0219
 FC0219.The dynamic height is computed by dividing the NAVD 88
 FC0219.geopotential number by the normal gravity value computed on the
 FC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0219.degrees latitude (g = 980.6199 gals.).
 FC0219
 FC0219.The modeled gravity was interpolated from observed gravity values.
 FC0219
 FC0219;                    North         East    Units  Estimated Accuracy
 FC0219;SPC TN       -   173,260.      759,810.      MT  (+/- 180 meters Scaled)
 FC0219
 FC0219                          SUPERSEDED SURVEY CONTROL
 FC0219
 FC0219  NGVD 29 (??/??/92)  273.544  (m)          897.45   (f) ADJ UNCH    2 0
 FC0219
 FC0219.Superseded values are not recommended for survey control.
 FC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0219.See file dsdata.txt to determine how the superseded data were derived.
 FC0219
 FC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE500743(NAD 83)
 FC0219_MARKER: DB = BENCH MARK DISK
 FC0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0219_SP_SET: CULVERT
 FC0219_STAMPING: D 234 1960
 FC0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0219
 FC0219  HISTORY     - Date     Condition        Report By
 FC0219  HISTORY     - 1960     MONUMENTED       CGS
 FC0219
 FC0219                          STATION DESCRIPTION
 FC0219
 FC0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0219'4.8 MI NE FROM EATON CROSSROADS.
 FC0219'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0219'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0219'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 1.7
 FC0219'MILES EAST ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT UNDER
 FC0219'THE HIGHWAY.  THE BENCH MARK IS 42 FT. NORTHWEST OF THE CENTER
 FC0219'OF THE WEST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL
 FC0219'HOLE IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 FC0219'HEADWALL OF THE CULVERT, AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE
 FC0219'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2243 ***********************************************************************
 GA2243  DESIGNATION -  D 235
 GA2243  PID         -  GA2243
 GA2243  STATE/COUNTY-  TN/KNOX
 GA2243  USGS QUAD   -  JOHN SEVIER (1992)
 GA2243
 GA2243                         *CURRENT SURVEY CONTROL
 GA2243  ___________________________________________________________________
 GA2243* NAD 83(1986)-  36 00 36.     (N)    083 52 28.     (W)     SCALED    
 GA2243* NAVD 88     -       279.893  (meters)     918.28   (feet)  ADJUSTED  
 GA2243  ___________________________________________________________________
 GA2243  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2243  DYNAMIC HT  -         279.635 (meters)     917.44  (feet)  COMP
 GA2243  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA2243
 GA2243  VERT ORDER  -  FIRST     CLASS I
 GA2243
 GA2243.The horizontal coordinates were scaled from a topographic map and have
 GA2243.an estimated accuracy of +/- 6 seconds.
 GA2243
 GA2243.The orthometric height was determined by differential leveling
 GA2243.and adjusted by the National Geodetic Survey in June 1991..
 GA2243
 GA2243.The geoid height was determined by GEOID03.
 GA2243
 GA2243.The dynamic height is computed by dividing the NAVD 88
 GA2243.geopotential number by the normal gravity value computed on the
 GA2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2243.degrees latitude (g = 980.6199 gals.).
 GA2243
 GA2243.The modeled gravity was interpolated from observed gravity values.
 GA2243
 GA2243;                    North         East    Units  Estimated Accuracy
 GA2243;SPC TN       -   188,110.      791,600.      MT  (+/- 180 meters Scaled)
 GA2243
 GA2243                          SUPERSEDED SURVEY CONTROL
 GA2243
 GA2243  NGVD 29 (??/??/92)  280.029  (m)          918.73   (f) ADJ UNCH    1 1
 GA2243
 GA2243.Superseded values are not recommended for survey control.
 GA2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2243.See file dsdata.txt to determine how the superseded data were derived.
 GA2243
 GA2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409888(NAD 83)
 GA2243_MARKER: DB = BENCH MARK DISK
 GA2243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2243_SP_SET: CULVERT
 GA2243_STAMPING: D 235 1961
 GA2243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2243
 GA2243  HISTORY     - Date     Condition        Report By
 GA2243  HISTORY     - 1961     MONUMENTED       CGS
 GA2243  HISTORY     - 1967     GOOD             NGS
 GA2243  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2243
 GA2243                          STATION DESCRIPTION
 GA2243
 GA2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2243'4.2 MI NE FROM KNOXVILLE.
 GA2243'ABOUT 4.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2243'STATION AT KNOXVILLE, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 127,
 GA2243'AT THE CROSSING OF AULT ROAD, SET ON THE TOP OF THE SOUTHEAST
 GA2243'END OF THE NORTHEAST CONCRETE HEAD WALL FOR A 24-INCH PIPE
 GA2243'CULVERT UNDER THE ROAD, 9.4 FEET SOUTHEAST OF THE SOUTHEAST
 GA2243'RAIL OF THE EASTBOUND TRACK, 9 FEET NORTHEAST OF THE CENTER LINE
 GA2243'OF THE ROAD AND ABOUT LEVEL WITH THE TRACK.
 GA2243
 GA2243                          STATION RECOVERY (1982)
 GA2243
 GA2243'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0714 ***********************************************************************
 GB0714  DESIGNATION -  D 236
 GB0714  PID         -  GB0714
 GB0714  STATE/COUNTY-  TN/CAMPBELL
 GB0714  USGS QUAD   -  JACKSBORO (1991)
 GB0714
 GB0714                         *CURRENT SURVEY CONTROL
 GB0714  ___________________________________________________________________
 GB0714* NAD 83(1986)-  36 15 28.     (N)    084 11 02.     (W)     SCALED    
 GB0714* NAVD 88     -       297.246  (meters)     975.21   (feet)  ADJUSTED  
 GB0714  ___________________________________________________________________
 GB0714  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0714  DYNAMIC HT  -         296.980 (meters)     974.34  (feet)  COMP
 GB0714  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GB0714
 GB0714  VERT ORDER  -  SECOND    CLASS 0
 GB0714
 GB0714.The horizontal coordinates were scaled from a topographic map and have
 GB0714.an estimated accuracy of +/- 6 seconds.
 GB0714
 GB0714.The orthometric height was determined by differential leveling
 GB0714.and adjusted by the National Geodetic Survey in June 1991..
 GB0714
 GB0714.The geoid height was determined by GEOID03.
 GB0714
 GB0714.The dynamic height is computed by dividing the NAVD 88
 GB0714.geopotential number by the normal gravity value computed on the
 GB0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0714.degrees latitude (g = 980.6199 gals.).
 GB0714
 GB0714.The modeled gravity was interpolated from observed gravity values.
 GB0714
 GB0714;                    North         East    Units  Estimated Accuracy
 GB0714;SPC TN       -   215,030.      763,200.      MT  (+/- 180 meters Scaled)
 GB0714
 GB0714                          SUPERSEDED SURVEY CONTROL
 GB0714
 GB0714  NGVD 29 (??/??/92)  297.357  (m)          975.58   (f) ADJ UNCH    2 0
 GB0714
 GB0714.Superseded values are not recommended for survey control.
 GB0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0714.See file dsdata.txt to determine how the superseded data were derived.
 GB0714
 GB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF530162(NAD 83)
 GB0714_MARKER: DB = BENCH MARK DISK
 GB0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0714_SP_SET: CULVERT
 GB0714_STAMPING: D 236 1961
 GB0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0714
 GB0714  HISTORY     - Date     Condition        Report By
 GB0714  HISTORY     - 1961     MONUMENTED       CGS
 GB0714  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0714
 GB0714                          STATION DESCRIPTION
 GB0714
 GB0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0714'3.4 MI N FROM LAKE CITY.
 GB0714'FROM THE POST OFFICE IN LAKE CITY, GO 3.4 MILES NORTH ON U.S.
 GB0714'HIGHWAY 25W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH
 GB0714'MARK IS ABOUT 0.1 MILE NORTH OF THE RIDGEWOOD RESTAURANT AND 29 FT.
 GB0714'EAST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK IS CEMENTED IN A
 GB0714'DRILL HOLE IN TOP OF THE MIDDLE OF THE EAST CONCRETE HEADWALL OF
 GB0714'THE CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
 GB0714'NOTE-- THIS MARK IS 0.9 MILE SOUTH ON U.S. HIGHWAY 25W FROM C 236.
 GB0714
 GB0714                          STATION RECOVERY (1973)
 GB0714
 GB0714'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2132 ***********************************************************************
 FB2132  DESIGNATION -  D 237
 FB2132  PID         -  FB2132
 FB2132  STATE/COUNTY-  TN/SEVIER
 FB2132  USGS QUAD   -  BOYDS CREEK (1986)
 FB2132
 FB2132                         *CURRENT SURVEY CONTROL
 FB2132  ___________________________________________________________________
 FB2132* NAD 83(1986)-  35 59 05.     (N)    083 38 41.     (W)     SCALED    
 FB2132* NAVD 88     -       285.682  (meters)     937.27   (feet)  ADJUSTED  
 FB2132  ___________________________________________________________________
 FB2132  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2132  DYNAMIC HT  -         285.416 (meters)     936.40  (feet)  COMP
 FB2132  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FB2132
 FB2132  VERT ORDER  -  SECOND    CLASS 0
 FB2132
 FB2132.The horizontal coordinates were scaled from a topographic map and have
 FB2132.an estimated accuracy of +/- 6 seconds.
 FB2132
 FB2132.The orthometric height was determined by differential leveling
 FB2132.and adjusted by the National Geodetic Survey in June 1991..
 FB2132
 FB2132.The geoid height was determined by GEOID03.
 FB2132
 FB2132.The dynamic height is computed by dividing the NAVD 88
 FB2132.geopotential number by the normal gravity value computed on the
 FB2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2132.degrees latitude (g = 980.6199 gals.).
 FB2132
 FB2132.The modeled gravity was interpolated from observed gravity values.
 FB2132
 FB2132;                    North         East    Units  Estimated Accuracy
 FB2132;SPC TN       -   185,780.      812,370.      MT  (+/- 180 meters Scaled)
 FB2132
 FB2132                          SUPERSEDED SURVEY CONTROL
 FB2132
 FB2132  NGVD 29 (??/??/92)  285.833  (m)          937.77   (f) ADJ UNCH    2 0
 FB2132
 FB2132.Superseded values are not recommended for survey control.
 FB2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2132.See file dsdata.txt to determine how the superseded data were derived.
 FB2132
 FB2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV615854(NAD 83)
 FB2132_MARKER: DB = BENCH MARK DISK
 FB2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2132_STAMPING: D 237 1961
 FB2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2132+STABILITY: SURFACE MOTION
 FB2132
 FB2132  HISTORY     - Date     Condition        Report By
 FB2132  HISTORY     - 1961     MONUMENTED       CGS
 FB2132  HISTORY     - 1972     GOOD             TVA
 FB2132
 FB2132                          STATION DESCRIPTION
 FB2132
 FB2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2132'1.4 MI NW FROM KODAK.
 FB2132'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2132'KODAK (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2132'70 AND 25W, AND STATE HIGHWAY 139 WHICH IS ABOUT 18 MILES EAST
 FB2132'OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY 139, THEN
 FB2132'0.7 MILE WEST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF
 FB2132'A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 300 FT. NORTH OF A
 FB2132'WOOD BRIDGE, 200 FT. NORTH OF A HIGH LINE OVER THE GRAVEL ROAD,
 FB2132'17 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 4 FT. SOUTH
 FB2132'OF A POWER LINE POLE WITH TRANSFORMER AND GUY LINE, AND 1.6 FT.
 FB2132'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FB2132'POST PROJECTING 6 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL
 FB2132'OF THE GRAVELED ROAD.
 FB2132
 FB2132                          STATION RECOVERY (1972)
 FB2132
 FB2132'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0263 ***********************************************************************
 FC0263  DESIGNATION -  D 238
 FC0263  PID         -  FC0263
 FC0263  STATE/COUNTY-  TN/LOUDON
 FC0263  USGS QUAD   -  LENOIR CITY (1986)
 FC0263
 FC0263                         *CURRENT SURVEY CONTROL
 FC0263  ___________________________________________________________________
 FC0263* NAD 83(1986)-  35 47 05.     (N)    084 20 26.     (W)     SCALED    
 FC0263* NAVD 88     -       242.879  (meters)     796.85   (feet)  ADJUSTED  
 FC0263  ___________________________________________________________________
 FC0263  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0263  DYNAMIC HT  -         242.646 (meters)     796.08  (feet)  COMP
 FC0263  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FC0263
 FC0263  VERT ORDER  -  SECOND    CLASS 0
 FC0263
 FC0263.The horizontal coordinates were scaled from a topographic map and have
 FC0263.an estimated accuracy of +/- 6 seconds.
 FC0263
 FC0263.The orthometric height was determined by differential leveling
 FC0263.and adjusted by the National Geodetic Survey in June 1991..
 FC0263
 FC0263.The geoid height was determined by GEOID03.
 FC0263
 FC0263.The dynamic height is computed by dividing the NAVD 88
 FC0263.geopotential number by the normal gravity value computed on the
 FC0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0263.degrees latitude (g = 980.6199 gals.).
 FC0263
 FC0263.The modeled gravity was interpolated from observed gravity values.
 FC0263
 FC0263;                    North         East    Units  Estimated Accuracy
 FC0263;SPC TN       -   162,300.      750,010.      MT  (+/- 180 meters Scaled)
 FC0263
 FC0263                          SUPERSEDED SURVEY CONTROL
 FC0263
 FC0263  NGVD 29 (??/??/92)  242.991  (m)          797.21   (f) ADJ UNCH    2 0
 FC0263
 FC0263.Superseded values are not recommended for survey control.
 FC0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0263.See file dsdata.txt to determine how the superseded data were derived.
 FC0263
 FC0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE403633(NAD 83)
 FC0263_MARKER: DB = BENCH MARK DISK
 FC0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0263_SP_SET: CULVERT GUARDRAIL
 FC0263_STAMPING: D 238 1961
 FC0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0263
 FC0263  HISTORY     - Date     Condition        Report By
 FC0263  HISTORY     - 1961     MONUMENTED       CGS
 FC0263  HISTORY     - 1965     GOOD             NGS
 FC0263  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0263
 FC0263                          STATION DESCRIPTION
 FC0263
 FC0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0263'5.3 MI SW FROM EATON CROSSROADS.
 FC0263'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0263'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0263'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 3.65
 FC0263'MILES TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH MARK IS
 FC0263'CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE SOUTH
 FC0263'CONCRETE GUARDRAIL OF THE CULVERT AND IS ABOUT 3 FEET ABOVE THE
 FC0263'LEVEL OF THE ROAD.  THE DISK IS STAMPED D 238 1961.
 FC0263
 FC0263                          STATION RECOVERY (2005)
 FC0263
 FC0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0263'GUARD RAIL HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2053 ***********************************************************************
 GA2053  DESIGNATION -  D 239
 GA2053  PID         -  GA2053
 GA2053  STATE/COUNTY-  TN/JEFFERSON
 GA2053  USGS QUAD   -  WHITE PINE (1961)
 GA2053
 GA2053                         *CURRENT SURVEY CONTROL
 GA2053  ___________________________________________________________________
 GA2053* NAD 83(1986)-  36 07 13.     (N)    083 19 47.     (W)     SCALED    
 GA2053* NAVD 88     -       366.214  (meters)    1201.49   (feet)  ADJUSTED  
 GA2053  ___________________________________________________________________
 GA2053  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA2053  DYNAMIC HT  -         365.873 (meters)    1200.37  (feet)  COMP
 GA2053  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA2053
 GA2053  VERT ORDER  -  SECOND    CLASS 0
 GA2053
 GA2053.The horizontal coordinates were scaled from a topographic map and have
 GA2053.an estimated accuracy of +/- 6 seconds.
 GA2053
 GA2053.The orthometric height was determined by differential leveling
 GA2053.and adjusted by the National Geodetic Survey in June 1991..
 GA2053
 GA2053.The geoid height was determined by GEOID03.
 GA2053
 GA2053.The dynamic height is computed by dividing the NAVD 88
 GA2053.geopotential number by the normal gravity value computed on the
 GA2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2053.degrees latitude (g = 980.6199 gals.).
 GA2053
 GA2053.The modeled gravity was interpolated from observed gravity values.
 GA2053
 GA2053;                    North         East    Units  Estimated Accuracy
 GA2053;SPC TN       -   201,540.      840,360.      MT  (+/- 180 meters Scaled)
 GA2053
 GA2053                          SUPERSEDED SURVEY CONTROL
 GA2053
 GA2053  NGVD 29 (??/??/92)  366.357  (m)         1201.96   (f) ADJ UNCH    2 0
 GA2053
 GA2053.Superseded values are not recommended for survey control.
 GA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2053.See file dsdata.txt to determine how the superseded data were derived.
 GA2053
 GA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV903998(NAD 83)
 GA2053_MARKER: DB = BENCH MARK DISK
 GA2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2053_STAMPING: D 239 1961
 GA2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2053+STABILITY: SURFACE MOTION
 GA2053
 GA2053  HISTORY     - Date     Condition        Report By
 GA2053  HISTORY     - 1961     MONUMENTED       CGS
 GA2053
 GA2053                          STATION DESCRIPTION
 GA2053
 GA2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2053'5 MI NW FROM WHITE PINE.
 GA2053'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2053'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2053'3.2 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF
 GA2053'BELL ROAD.  THE BENCH MARK IS ABOUT 400 FT. NORTHWEST OF INTERSTATE
 GA2053'81, 13 FT. NORTHEAST OF THE CENTER OF BELL ROAD, 1.6 FT. WEST OF
 GA2053'A POWER LINE POLE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 GA2053'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT
 GA2053'LEVEL WITH BELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0166 ***********************************************************************
 GD0166  DESIGNATION -  D 24
 GD0166  PID         -  GD0166
 GD0166  STATE/COUNTY-  TN/HENRY
 GD0166  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0166
 GD0166                         *CURRENT SURVEY CONTROL
 GD0166  ___________________________________________________________________
 GD0166* NAD 83(1986)-  36 17 44.     (N)    088 09 35.     (W)     SCALED    
 GD0166* NAVD 88     -       107.948  (meters)     354.16   (feet)  ADJUSTED  
 GD0166  ___________________________________________________________________
 GD0166  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0166  DYNAMIC HT  -         107.860 (meters)     353.87  (feet)  COMP
 GD0166  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GD0166
 GD0166  VERT ORDER  -  SECOND    CLASS 0
 GD0166
 GD0166.The horizontal coordinates were scaled from a topographic map and have
 GD0166.an estimated accuracy of +/- 6 seconds.
 GD0166
 GD0166.The orthometric height was determined by differential leveling
 GD0166.and adjusted by the National Geodetic Survey in June 1991..
 GD0166
 GD0166.The geoid height was determined by GEOID03.
 GD0166
 GD0166.The dynamic height is computed by dividing the NAVD 88
 GD0166.geopotential number by the normal gravity value computed on the
 GD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0166.degrees latitude (g = 980.6199 gals.).
 GD0166
 GD0166.The modeled gravity was interpolated from observed gravity values.
 GD0166
 GD0166;                    North         East    Units  Estimated Accuracy
 GD0166;SPC TN       -   219,850.      406,020.      MT  (+/- 180 meters Scaled)
 GD0166
 GD0166                          SUPERSEDED SURVEY CONTROL
 GD0166
 GD0166  NGVD 29 (??/??/??)  107.994  (m)          354.31   (f) ADJUSTED    2 0
 GD0166
 GD0166.Superseded values are not recommended for survey control.
 GD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0166.See file dsdata.txt to determine how the superseded data were derived.
 GD0166
 GD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF958173(NAD 83)
 GD0166_MARKER: DB = BENCH MARK DISK
 GD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0166_STAMPING: 354.556 D 24 1934
 GD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0166+STABILITY: SURFACE MOTION
 GD0166
 GD0166  HISTORY     - Date     Condition        Report By
 GD0166  HISTORY     - 1934     MONUMENTED       CGS
 GD0166  HISTORY     - 1952     GOOD             CGS
 GD0166  HISTORY     - 1971     GOOD             NGS
 GD0166
 GD0166                          STATION DESCRIPTION
 GD0166
 GD0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0166'0.9 MI NW FROM SPRINGVILLE.
 GD0166'0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0166'FROM SPRINGVILLE, HENRY COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 GD0166'237, 90 YARDS NORTHWEST OF A ROAD CROSSING, 9 YARDS SOUTHWEST
 GD0166'OF THE CENTERLINE OF THE TRACK, IN A FARMYARD, AND 1 YARD
 GD0166'SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED 354.556 D 24
 GD0166'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MONUMENT
 GD0166'IS LOCATED BELOW NORMAL POOL ELEVATION OF KY. LAKE, BUT IS IN
 GD0166'WEST SANDY DEWATERING AREA.  2400 FT S OF CONCRETE BRIDGE.  NEW
 GD0166'POST AND SIGN SET THIS DATE.
 GD0166
 GD0166                          STATION RECOVERY (1971)
 GD0166
 GD0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2070 ***********************************************************************
 GA2070  DESIGNATION -  D 240
 GA2070  PID         -  GA2070
 GA2070  STATE/COUNTY-  TN/HAMBLEN
 GA2070  USGS QUAD   -  SPRINGVALE (1980)
 GA2070
 GA2070                         *CURRENT SURVEY CONTROL
 GA2070  ___________________________________________________________________
 GA2070* NAD 83(1986)-  36 10 13.     (N)    083 12 41.     (W)     SCALED    
 GA2070* NAVD 88     -       352.004  (meters)    1154.87   (feet)  ADJUSTED  
 GA2070  ___________________________________________________________________
 GA2070  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA2070  DYNAMIC HT  -         351.679 (meters)    1153.80  (feet)  COMP
 GA2070  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA2070
 GA2070  VERT ORDER  -  SECOND    CLASS 0
 GA2070
 GA2070.The horizontal coordinates were scaled from a topographic map and have
 GA2070.an estimated accuracy of +/- 6 seconds.
 GA2070
 GA2070.The orthometric height was determined by differential leveling
 GA2070.and adjusted by the National Geodetic Survey in June 1991..
 GA2070
 GA2070.The geoid height was determined by GEOID03.
 GA2070
 GA2070.The dynamic height is computed by dividing the NAVD 88
 GA2070.geopotential number by the normal gravity value computed on the
 GA2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2070.degrees latitude (g = 980.6199 gals.).
 GA2070
 GA2070.The modeled gravity was interpolated from observed gravity values.
 GA2070
 GA2070;                    North         East    Units  Estimated Accuracy
 GA2070;SPC TN       -   207,380.      850,850.      MT  (+/- 180 meters Scaled)
 GA2070
 GA2070                          SUPERSEDED SURVEY CONTROL
 GA2070
 GA2070  NGVD 29 (??/??/92)  352.137  (m)         1155.30   (f) ADJ UNCH    2 0
 GA2070
 GA2070.Superseded values are not recommended for survey control.
 GA2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2070.See file dsdata.txt to determine how the superseded data were derived.
 GA2070
 GA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA011051(NAD 83)
 GA2070_MARKER: DB = BENCH MARK DISK
 GA2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2070_STAMPING: D 240 1961
 GA2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2070+STABILITY: SURFACE MOTION
 GA2070
 GA2070  HISTORY     - Date     Condition        Report By
 GA2070  HISTORY     - 1961     MONUMENTED       CGS
 GA2070
 GA2070                          STATION DESCRIPTION
 GA2070
 GA2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2070'1.5 MI NW FROM LOWLAND.
 GA2070'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2070'MILES SOUTHEAST OF MORRISTOWN), GO 0.9 MILE WEST ON A PAVED AND
 GA2070'GRAVELED ROAD TO A T JUNCTION OF A GRAVELED ROAD LEADING
 GA2070'NORTHEAST, THEN GO 0.6 MILE NORTHEAST ON THE GRAVELED ROAD TO
 GA2070'A HOUSE OWNED BY LUTHER HELTON.  THE BENCH MARK IS 71 FT.
 GA2070'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19 FT. EAST OF
 GA2070'THE CENTER OF THE GRAVELED ROAD, AND 2.2 FT. NORTHEAST OF A
 GA2070'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2070'PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1060 ***********************************************************************
 GA1060  DESIGNATION -  D 241
 GA1060  PID         -  GA1060
 GA1060  STATE/COUNTY-  TN/GREENE
 GA1060  USGS QUAD   -  BAILEYTON (1971)
 GA1060
 GA1060                         *CURRENT SURVEY CONTROL
 GA1060  ___________________________________________________________________
 GA1060* NAD 83(1986)-  36 21 08.     (N)    082 46 10.     (W)     SCALED    
 GA1060* NAVD 88     -       378.504  (meters)    1241.81   (feet)  ADJUSTED  
 GA1060  ___________________________________________________________________
 GA1060  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1060  DYNAMIC HT  -         378.152 (meters)    1240.65  (feet)  COMP
 GA1060  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GA1060
 GA1060  VERT ORDER  -  SECOND    CLASS 0
 GA1060
 GA1060.The horizontal coordinates were scaled from a topographic map and have
 GA1060.an estimated accuracy of +/- 6 seconds.
 GA1060
 GA1060.The orthometric height was determined by differential leveling
 GA1060.and adjusted by the National Geodetic Survey in June 1991..
 GA1060
 GA1060.The geoid height was determined by GEOID03.
 GA1060
 GA1060.The dynamic height is computed by dividing the NAVD 88
 GA1060.geopotential number by the normal gravity value computed on the
 GA1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1060.degrees latitude (g = 980.6199 gals.).
 GA1060
 GA1060.The modeled gravity was interpolated from observed gravity values.
 GA1060
 GA1060;                    North         East    Units  Estimated Accuracy
 GA1060;SPC TN       -   228,780.      889,920.      MT  (+/- 180 meters Scaled)
 GA1060
 GA1060                          SUPERSEDED SURVEY CONTROL
 GA1060
 GA1060  NGVD 29 (??/??/92)  378.642  (m)         1242.26   (f) ADJ UNCH    2 0
 GA1060
 GA1060.Superseded values are not recommended for survey control.
 GA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1060.See file dsdata.txt to determine how the superseded data were derived.
 GA1060
 GA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA412244(NAD 83)
 GA1060_MARKER: DB = BENCH MARK DISK
 GA1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1060_STAMPING: D 241 1961
 GA1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1060+STABILITY: SURFACE MOTION
 GA1060
 GA1060  HISTORY     - Date     Condition        Report By
 GA1060  HISTORY     - 1961     MONUMENTED       CGS
 GA1060
 GA1060                          STATION DESCRIPTION
 GA1060
 GA1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1060'4.1 MI E FROM BAILEYTON.
 GA1060'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 4.1 MILES EAST ON ROMEO
 GA1060'ROAD TO A T JUNCTION OF A TRACK ROAD ON THE RIGHT.  THE BENCH MARK
 GA1060'IS 0.1 MILE EAST OF A T JUNCTION OF A GRAVELED ROAD LEADING NORTH,
 GA1060'ABOUT 0.15 MILE WEST OF A LARGE CORRUGATED STEEL CULVERT UNDER THE
 GA1060'ROAD, 142 FT. EAST OF A FENCE CORNER POST, 64 FT. SOUTH AND ACROSS
 GA1060'THE ROAD FROM A POWER LINE POLE, 34 FT. SOUTH OF THE CENTER OF
 GA1060'PAVED ROAD, 15 FT. WEST OF THE CENTER OF THE TRACK ROAD, AND 1.8
 GA1060'FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1060'POST PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0335 ***********************************************************************
 GA0335  DESIGNATION -  D 242
 GA0335  PID         -  GA0335
 GA0335  STATE/COUNTY-  TN/SULLIVAN
 GA0335  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0335
 GA0335                         *CURRENT SURVEY CONTROL
 GA0335  ___________________________________________________________________
 GA0335* NAD 83(1986)-  36 32 12.     (N)    082 21 47.     (W)     SCALED    
 GA0335* NAVD 88     -       498.405  (meters)    1635.18   (feet)  ADJUSTED  
 GA0335  ___________________________________________________________________
 GA0335  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0335  DYNAMIC HT  -         497.946 (meters)    1633.68  (feet)  COMP
 GA0335  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA0335
 GA0335  VERT ORDER  -  SECOND    CLASS 0
 GA0335
 GA0335.The horizontal coordinates were scaled from a topographic map and have
 GA0335.an estimated accuracy of +/- 6 seconds.
 GA0335
 GA0335.The orthometric height was determined by differential leveling
 GA0335.and adjusted by the National Geodetic Survey in June 1991..
 GA0335
 GA0335.The geoid height was determined by GEOID03.
 GA0335
 GA0335.The dynamic height is computed by dividing the NAVD 88
 GA0335.geopotential number by the normal gravity value computed on the
 GA0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0335.degrees latitude (g = 980.6199 gals.).
 GA0335
 GA0335.The modeled gravity was interpolated from observed gravity values.
 GA0335
 GA0335;                    North         East    Units  Estimated Accuracy
 GA0335;SPC TN       -   250,520.      925,620.      MT  (+/- 180 meters Scaled)
 GA0335
 GA0335                          SUPERSEDED SURVEY CONTROL
 GA0335
 GA0335  NGVD 29 (??/??/92)  498.545  (m)         1635.64   (f) ADJ UNCH    2 0
 GA0335
 GA0335.Superseded values are not recommended for survey control.
 GA0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0335.See file dsdata.txt to determine how the superseded data were derived.
 GA0335
 GA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA779443(NAD 83)
 GA0335_MARKER: DB = BENCH MARK DISK
 GA0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0335_STAMPING: D 242 1961
 GA0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0335+STABILITY: SURFACE MOTION
 GA0335
 GA0335  HISTORY     - Date     Condition        Report By
 GA0335  HISTORY     - 1961     MONUMENTED       CGS
 GA0335
 GA0335                          STATION DESCRIPTION
 GA0335
 GA0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0335'2.6 MI W FROM BLOUNTVILLE.
 GA0335'FROM THE POST OFFICE IN BLOUNTVILLE, GO 2.45 MILES WEST ON
 GA0335'U.S. HIGHWAY 11W TO A T JUNCTION OF A GRAVELED ROAD LEADING
 GA0335'TO THE FORDHAVEN FARM ANGUS CATTLE BARN, THEN GO 0.15 MILE
 GA0335'NORTH ON THE GRAVELED ROAD TO A SHARP CURVE AND A HOUSE ON THE
 GA0335'LEFT.  THE BENCH MARK IS ABOUT 250 YARDS NORTH OF THE CATTLE
 GA0335'BARN, ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY 81,
 GA0335'47.4 FT. EAST OF THE SOUTHEAST CORNER OF A 2 STORY FRAME HOUSE,
 GA0335'32 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 15.5 FT. EAST
 GA0335'OF A FENCE CORNER, 0.8 FT. SOUTH OF A FENCE, AND 2 FT. EAST
 GA0335'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0335'PROJECTING 1 INCH AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GA0335'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0614 ***********************************************************************
 FC0614  DESIGNATION -  D 243
 FC0614  PID         -  FC0614
 FC0614  STATE/COUNTY-  TN/BRADLEY
 FC0614  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0614
 FC0614                         *CURRENT SURVEY CONTROL
 FC0614  ___________________________________________________________________
 FC0614* NAD 83(1986)-  35 10 22.     (N)    084 54 32.     (W)     SCALED    
 FC0614* NAVD 88     -       225.776  (meters)     740.73   (feet)  ADJUSTED  
 FC0614  ___________________________________________________________________
 FC0614  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0614  DYNAMIC HT  -         225.553 (meters)     740.00  (feet)  COMP
 FC0614  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC0614
 FC0614  VERT ORDER  -  SECOND    CLASS 0
 FC0614
 FC0614.The horizontal coordinates were scaled from a topographic map and have
 FC0614.an estimated accuracy of +/- 6 seconds.
 FC0614
 FC0614.The orthometric height was determined by differential leveling
 FC0614.and adjusted by the National Geodetic Survey in June 1991..
 FC0614
 FC0614.The geoid height was determined by GEOID03.
 FC0614
 FC0614.The dynamic height is computed by dividing the NAVD 88
 FC0614.geopotential number by the normal gravity value computed on the
 FC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0614.degrees latitude (g = 980.6199 gals.).
 FC0614
 FC0614.The modeled gravity was interpolated from observed gravity values.
 FC0614
 FC0614;                    North         East    Units  Estimated Accuracy
 FC0614;SPC TN       -    93,690.      699,400.      MT  (+/- 180 meters Scaled)
 FC0614
 FC0614                          SUPERSEDED SURVEY CONTROL
 FC0614
 FC0614  NGVD 29 (??/??/92)  225.796  (m)          740.80   (f) ADJ UNCH    2 0
 FC0614
 FC0614.Superseded values are not recommended for survey control.
 FC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0614.See file dsdata.txt to determine how the superseded data were derived.
 FC0614
 FC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD904942(NAD 83)
 FC0614_MARKER: DB = BENCH MARK DISK
 FC0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0614_SP_SET: SIDEWALK
 FC0614_STAMPING: D 243 1961
 FC0614_MARK LOGO: CGS   
 FC0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0614
 FC0614  HISTORY     - Date     Condition        Report By
 FC0614  HISTORY     - 1961     MONUMENTED       CGS
 FC0614  HISTORY     - 1967     GOOD             NGS
 FC0614  HISTORY     - 1970     GOOD             NGS
 FC0614  HISTORY     - 1983     GOOD             NGS
 FC0614
 FC0614                          STATION DESCRIPTION
 FC0614
 FC0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0614'2.4 MI W FROM CLEVELAND.
 FC0614'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON
 FC0614'STATE ROUTE 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION
 FC0614'OF GEORGETOWN PIKE AND HARRISON PIKE.  HERE CONTINUE WESTERLY
 FC0614'ON HARRISON PIKE FOR 0.65 MILE TO A CONCRETE BRIDGE OVER CANDIES
 FC0614'CREEK AND THE MARK ON THE LEFT.  IT IS SET IN THE EAST END OF THE
 FC0614'SOUTH SIDEWALK OF THE BRIDGE, 13 FEET SOUTH OF THE APPROXIMATE
 FC0614'CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF THE CONCRETE
 FC0614'GUARDRAIL OF THE BRIDGE.  A STANDARD DISK CEMENTED IN A DRILL
 FC0614'HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED D 243 1961.
 FC0614
 FC0614                          STATION RECOVERY (1970)
 FC0614
 FC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FC0614'RECOVERED IN GOOD CONDITION.
 FC0614
 FC0614                          STATION RECOVERY (1983)
 FC0614
 FC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1453 ***********************************************************************
 FC1453  DESIGNATION -  D 246
 FC1453  PID         -  FC1453
 FC1453  STATE/COUNTY-  TN/MARION
 FC1453  USGS QUAD   -  SEQUATCHIE (1982)
 FC1453
 FC1453                         *CURRENT SURVEY CONTROL
 FC1453  ___________________________________________________________________
 FC1453* NAD 83(1986)-  35 03 57.     (N)    085 36 23.     (W)     SCALED    
 FC1453* NAVD 88     -       191.004  (meters)     626.65   (feet)  ADJUSTED  
 FC1453  ___________________________________________________________________
 FC1453  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1453  DYNAMIC HT  -         190.819 (meters)     626.05  (feet)  COMP
 FC1453  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FC1453
 FC1453  VERT ORDER  -  SECOND    CLASS 0
 FC1453
 FC1453.The horizontal coordinates were scaled from a topographic map and have
 FC1453.an estimated accuracy of +/- 6 seconds.
 FC1453
 FC1453.The orthometric height was determined by differential leveling
 FC1453.and adjusted by the National Geodetic Survey in June 1991..
 FC1453
 FC1453.The geoid height was determined by GEOID03.
 FC1453
 FC1453.The dynamic height is computed by dividing the NAVD 88
 FC1453.geopotential number by the normal gravity value computed on the
 FC1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1453.degrees latitude (g = 980.6199 gals.).
 FC1453
 FC1453.The modeled gravity was interpolated from observed gravity values.
 FC1453
 FC1453;                    North         East    Units  Estimated Accuracy
 FC1453;SPC TN       -    81,340.      635,900.      MT  (+/- 180 meters Scaled)
 FC1453
 FC1453                          SUPERSEDED SURVEY CONTROL
 FC1453
 FC1453  NGVD 29 (??/??/92)  191.015  (m)          626.69   (f) ADJ UNCH    2 0
 FC1453
 FC1453.Superseded values are not recommended for survey control.
 FC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1453.See file dsdata.txt to determine how the superseded data were derived.
 FC1453
 FC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD270812(NAD 83)
 FC1453_MARKER: DB = BENCH MARK DISK
 FC1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1453_SP_SET: BRIDGE
 FC1453_STAMPING: D 246 1962
 FC1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1453
 FC1453  HISTORY     - Date     Condition        Report By
 FC1453  HISTORY     - 1962     MONUMENTED       CGS
 FC1453
 FC1453                          STATION DESCRIPTION
 FC1453
 FC1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1453'1.3 MI SE FROM JASPER.
 FC1453'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST ON
 FC1453'U.S. HIGHWAYS 41-64-72 FOR 1.3 MILES TO THE MARK SET IN THE
 FC1453'NORTHWEST WINGWALL OF A BRIDGE OVER SEQUATCHIE RIVER, 13.0 FEET
 FC1453'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64-72, AND 3.0 FEET
 FC1453'EAST OF A METAL GUARD RAIL.  A STANDARD DISK DRILLED IN A CONCRETE
 FC1453'BRIDGE ABOUT 1.2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1808 ***********************************************************************
 GA1808  DESIGNATION -  D 247
 GA1808  PID         -  GA1808
 GA1808  STATE/COUNTY-  TN/HAMBLEN
 GA1808  USGS QUAD   -  TALBOTT (1980)
 GA1808
 GA1808                         *CURRENT SURVEY CONTROL
 GA1808  ___________________________________________________________________
 GA1808* NAD 83(1995)-  36 10 45.41991(N)    083 22 37.48478(W)     ADJUSTED  
 GA1808* NAVD 88     -       393.022  (meters)    1289.44   (feet)  ADJUSTED  
 GA1808  ___________________________________________________________________
 GA1808  X           -     594,500.255 (meters)                     COMP
 GA1808  Y           -  -5,120,174.798 (meters)                     COMP
 GA1808  Z           -   3,744,481.149 (meters)                     COMP
 GA1808  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GA1808  ELLIP HEIGHT-         362.01  (meters)          (08/29/02) GPS OBS
 GA1808  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1808  DYNAMIC HT  -         392.660 (meters)    1288.25  (feet)  COMP
 GA1808  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA1808
 GA1808  HORZ ORDER  -  FIRST
 GA1808  VERT ORDER  -  FIRST     CLASS I
 GA1808  ELLP ORDER  -  FIRST     CLASS II
 GA1808
 GA1808.This mark is at Moore-Murrell Airport (MOR)
 GA1808
 GA1808.The horizontal coordinates were established by GPS observations
 GA1808.and adjusted by the National Geodetic Survey in June 2002..
 GA1808
 GA1808.The orthometric height was determined by differential leveling
 GA1808.and adjusted by the National Geodetic Survey in June 1991..
 GA1808
 GA1808.Photographs are available for this station.
 GA1808
 GA1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1808
 GA1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1808
 GA1808.The ellipsoidal height was determined by GPS observations
 GA1808.and is referenced to NAD 83.
 GA1808
 GA1808.The geoid height was determined by GEOID03.
 GA1808
 GA1808.The dynamic height is computed by dividing the NAVD 88
 GA1808.geopotential number by the normal gravity value computed on the
 GA1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1808.degrees latitude (g = 980.6199 gals.).
 GA1808
 GA1808.The modeled gravity was interpolated from observed gravity values.
 GA1808
 GA1808;                    North         East     Units Scale Factor Converg.
 GA1808;SPC TN       -   207,969.602   835,919.628   MT  0.99996650   +1 32 08.0
 GA1808;SPC TN       -   682,313.60  2,742,512.98   sFT  0.99996650   +1 32 08.0
 GA1808;UTM  17      - 4,006,452.509   286,226.732   MT  1.00016311   -1 24 13.5
 GA1808
 GA1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1808!SPC TN       -   0.99994319  x   0.99996650  =   0.99990969
 GA1808!UTM  17      -   0.99994319  x   1.00016311  =   1.00010629
 GA1808
 GA1808|---------------------------------------------------------------------|
 GA1808| PID    Reference Object                     Distance      Geod. Az  |
 GA1808|                                                           dddmmss.s |
 GA1808| GA3658 MORRPORT                            126.274 METERS 07622     |
 GA1808|---------------------------------------------------------------------|
 GA1808
 GA1808                          SUPERSEDED SURVEY CONTROL
 GA1808
 GA1808  ELLIP H (06/06/02)  362.02   (m)                       GP(       ) 1 2
 GA1808  NAVD 88 (06/06/02)  393.02   (m)         1289.4    (f) LEVELING    3  
 GA1808  NGVD 29 (??/??/92)  393.148  (m)         1289.85   (f) ADJ UNCH    1 1
 GA1808
 GA1808.Superseded values are not recommended for survey control.
 GA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1808.See file dsdata.txt to determine how the superseded data were derived.
 GA1808
 GA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8622706453(NAD 83)
 GA1808_MARKER: DB = BENCH MARK DISK
 GA1808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1808_SP_SET: 2X2 FOOT CONCRETE BASE
 GA1808_STAMPING: D 247 1967
 GA1808_MARK LOGO: CGS   
 GA1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1808+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 GA1808
 GA1808  HISTORY     - Date     Condition        Report By
 GA1808  HISTORY     - 1967     MONUMENTED       CGS
 GA1808  HISTORY     - 20020118 GOOD             NGS
 GA1808  HISTORY     - 20020131 GOOD             NGS
 GA1808  HISTORY     - 20050726 GOOD             CAS
 GA1808
 GA1808                          STATION DESCRIPTION
 GA1808
 GA1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1808'5.2 MI SW FROM MORRISTOWN.
 GA1808'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1808'MORRISTOWN, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK TOPPED ROAD,
 GA1808'AT THE MORRISTOWN MUNICIPAL AIRPORT, NEAR THE EAST CORNER OF
 GA1808'A LARGE CONCRETE BLOCK HANGAR, SET ON THE TOP OF THE NORTH CORNER
 GA1808'OF A 2 1/2 FOOT SQUARE CONCRETE BASE FOR AN OIL PUMP, 7.6 FEET
 GA1808'NORTHEAST OF THE EAST CORNER OF A HANGAR AND 1/2 FOOT ABOVE THE
 GA1808'LEVEL OF A BLACK TOP RAMP.
 GA1808
 GA1808                          STATION RECOVERY (2002)
 GA1808
 GA1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1808'THIS STATION IS LOCATED ON THE SOUTHWEST RAMP AREA OF THE
 GA1808'MOORE-MURRELL AIRPORT, AND
 GA1808'ADJACENT TO A CONCRETE HANGAR WITH AN EXTENDED STEEL DOOR FRAME.  THIS
 GA1808'AIRPORT IS
 GA1808'LOCATED ABOUT 5 MILES SOUTHWEST OF MORRISTOWN  ON U.S. HIGHWAY 11E.
 GA1808'OWNERSHIP IS THE
 GA1808'CITY OF MORRISTOWN.  AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O. BOX
 GA1808'1013,
 GA1808'MORRISTOWN, TENNESSEE 37816, PHONE (615)  586 2483  OR 586 2483.
 GA1808'PERMISSION SHOULD BE
 GA1808'OBTAINED FROM ON SIGHT AIRPORT PERSONNEL BEFORE ENTERING AIRCRAFT
 GA1808'MOVEMENT AREA.
 GA1808' 
 GA1808'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 GA1808'U.S. HWY 11E, GO
 GA1808'SOUTHEAST ON U.S. OLD HIGHWAY 11 FOR 0.45 MILES TO AIRPORT ENTRANCE
 GA1808'ROAD.   TURN LEFT,
 GA1808'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO A GATE.
 GA1808'TURN LEFT, NORTHEAST,
 GA1808'ON PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTH,
 GA1808'ON RAMP TO THE
 GA1808'PARALELL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON PARALLEL TAXIWAY FOR 0.15
 GA1808'MILES TO STATION
 GA1808'ON RIGHT.
 GA1808' 
 GA1808' 
 GA1808'THE STATION IS SET IN THE BASE OF A GAS PUMP  2.5 FT SQUARE (WITH PUMP
 GA1808'REMOVED) ROJECTING
 GA1808'10 CM ABOVE THE RAMP SURFACE.   IT IS 7.6 FEET NORTHEAST OF THE EAST
 GA1808'CORNER OF A
 GA1808'HANGAR.
 GA1808' 
 GA1808' 
 GA1808' 
 GA1808'
 GA1808
 GA1808                          STATION RECOVERY (2002)
 GA1808
 GA1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1808'THIS STATION IS LOCATED ON THE SOUTHWEST RAMP AREA OF THE
 GA1808'MOORE-MURRELL AIRPORT.  THIS AIRPORT IS LOCATED ABOUT 5 MILES
 GA1808'SOUTHWEST OF MORRISTOWN  ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE
 GA1808'CITY OF MORRISTOWN.  AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O.
 GA1808'BOX 1013, MORRISTOWN, TENNESSEE 37816, PHONE (615)  586-2483
 GA1808'586-2483.  PERMISSION SHOULD BE OBTAINED FROM ON SIGHT AIRPORT
 GA1808'PERSONNEL BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 GA1808' 
 GA1808'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11
 GA1808'AND OLD U.S. HWY 11E.  GO SOUTHEAST ON U.S. OLD HIGHWAY 11 FOR 0.45
 GA1808'MILES TO AIRPORT ENTRANCE ROAD.   TURN LEFT, EAST, ON THE ROAD FOR
 GA1808'0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN LEFT,  NORTHEAST, ON
 GA1808'THE PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT,
 GA1808'SOUTH, ON RAMP TO THE PARALLEL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON
 GA1808'PARALLEL TAXIWAY FOR 0.15  MILES TO STATION ON RIGHT.
 GA1808' 
 GA1808'THE STATION IS NEAR THE EAST CORNER OF A LARGE CONCRETE BLOCK
 GA1808'HANGER, SET IN THE TOP OF THE NORTH CORNER OF A 2 1/2 FOOT SQUARE
 GA1808'CONCRETE BASE.  7.6 FEET NORTHEAST OF THE EAST CORNER OF A
 GA1808'HANGAR AND O.5 FEET ABOVE THE LEVEL OF THE BLACK TOP RAMP.
 GA1808' 
 GA1808' 
 GA1808' 
 GA1808' 
 GA1808'
 GA1808
 GA1808                          STATION RECOVERY (2005)
 GA1808
 GA1808'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2208 ***********************************************************************
 GA2208  DESIGNATION -  D 248
 GA2208  PID         -  GA2208
 GA2208  STATE/COUNTY-  TN/JEFFERSON
 GA2208  USGS QUAD   -  MASCOT (1987)
 GA2208
 GA2208                         *CURRENT SURVEY CONTROL
 GA2208  ___________________________________________________________________
 GA2208* NAD 83(1986)-  36 03 49.     (N)    083 40 58.     (W)     SCALED    
 GA2208* NAVD 88     -       275.344  (meters)     903.36   (feet)  ADJUSTED  
 GA2208  ___________________________________________________________________
 GA2208  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2208  DYNAMIC HT  -         275.091 (meters)     902.53  (feet)  COMP
 GA2208  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2208
 GA2208  VERT ORDER  -  FIRST     CLASS I
 GA2208
 GA2208.The horizontal coordinates were scaled from a topographic map and have
 GA2208.an estimated accuracy of +/- 6 seconds.
 GA2208
 GA2208.The orthometric height was determined by differential leveling
 GA2208.and adjusted by the National Geodetic Survey in June 1991..
 GA2208
 GA2208.The geoid height was determined by GEOID03.
 GA2208
 GA2208.The dynamic height is computed by dividing the NAVD 88
 GA2208.geopotential number by the normal gravity value computed on the
 GA2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2208.degrees latitude (g = 980.6199 gals.).
 GA2208
 GA2208.The modeled gravity was interpolated from observed gravity values.
 GA2208
 GA2208;                    North         East    Units  Estimated Accuracy
 GA2208;SPC TN       -   194,450.      808,730.      MT  (+/- 180 meters Scaled)
 GA2208
 GA2208                          SUPERSEDED SURVEY CONTROL
 GA2208
 GA2208  NGVD 29 (??/??/92)  275.471  (m)          903.77   (f) ADJ UNCH    1 1
 GA2208
 GA2208.Superseded values are not recommended for survey control.
 GA2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2208.See file dsdata.txt to determine how the superseded data were derived.
 GA2208
 GA2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV583943(NAD 83)
 GA2208_MARKER: DB = BENCH MARK DISK
 GA2208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2208_SP_SET: BUILDING
 GA2208_STAMPING: D 248 1967
 GA2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2208
 GA2208  HISTORY     - Date     Condition        Report By
 GA2208  HISTORY     - 1967     MONUMENTED       CGS
 GA2208
 GA2208                          STATION DESCRIPTION
 GA2208
 GA2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2208'AT STRAWBERRY PLAINS.
 GA2208'AT STRAWBERRY PLAINS, ABOUT 0.2 MILE EAST ALONG A BLACK TOPPED
 GA2208'ROAD FROM THE POST OFFICE, ALONG THE EAST SIDE OF A LARGE CEMETERY,
 GA2208'SET VERTICALLY IN THE WEST FACE AND AT THE NORTHWEST CORNER OF THE
 GA2208'CONCRETE FOUNDATION OF ASCHOOL BUILDING, 2.1 FEET SOUTH OF THE
 GA2208'NORTHWEST CORNER OF THE BUILDING AND 1.8 FEET ABOVE THE LEVEL OF
 GA2208'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1921 ***********************************************************************
 FB1921  DESIGNATION -  D 249
 FB1921  PID         -  FB1921
 FB1921  STATE/COUNTY-  TN/KNOX
 FB1921  USGS QUAD   -  KNOXVILLE (1978)
 FB1921
 FB1921                         *CURRENT SURVEY CONTROL
 FB1921  ___________________________________________________________________
 FB1921* NAD 83(1986)-  35 58 56.     (N)    083 56 11.     (W)     SCALED    
 FB1921* NAVD 88     -       277.261  (meters)     909.65   (feet)  ADJUSTED  
 FB1921  ___________________________________________________________________
 FB1921  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1921  DYNAMIC HT  -         277.004 (meters)     908.80  (feet)  COMP
 FB1921  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FB1921
 FB1921  VERT ORDER  -  FIRST     CLASS I
 FB1921
 FB1921.The horizontal coordinates were scaled from a topographic map and have
 FB1921.an estimated accuracy of +/- 6 seconds.
 FB1921
 FB1921.The orthometric height was determined by differential leveling
 FB1921.and adjusted by the National Geodetic Survey in June 1991..
 FB1921
 FB1921.The geoid height was determined by GEOID03.
 FB1921
 FB1921.The dynamic height is computed by dividing the NAVD 88
 FB1921.geopotential number by the normal gravity value computed on the
 FB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1921.degrees latitude (g = 980.6199 gals.).
 FB1921
 FB1921.The modeled gravity was interpolated from observed gravity values.
 FB1921
 FB1921;                    North         East    Units  Estimated Accuracy
 FB1921;SPC TN       -   184,910.      786,080.      MT  (+/- 180 meters Scaled)
 FB1921
 FB1921                          SUPERSEDED SURVEY CONTROL
 FB1921
 FB1921  NGVD 29 (??/??/92)  277.390  (m)          910.07   (f) ADJ UNCH    1 1
 FB1921
 FB1921.Superseded values are not recommended for survey control.
 FB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1921.See file dsdata.txt to determine how the superseded data were derived.
 FB1921
 FB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV352859(NAD 83)
 FB1921_MARKER: DB = BENCH MARK DISK
 FB1921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1921_SP_SET: PIER
 FB1921_STAMPING: D 249 1967
 FB1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1921
 FB1921  HISTORY     - Date     Condition        Report By
 FB1921  HISTORY     - 1967     MONUMENTED       CGS
 FB1921  HISTORY     - 1982     POOR             LOCENG
 FB1921
 FB1921                          STATION DESCRIPTION
 FB1921
 FB1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1921'AT KNOXVILLE.
 FB1921'AT KNOXVILLE, ABOUT 1.4 MILES NORTHWEST ALONG THE SOUTHERN
 FB1921'RAILWAY FROM THE STATION, SET VERTICALLY IN THE NORTHEAST FACE
 FB1921'AT THE NORTHWEST END OF THE SOUTHWEST CONCRETE PIER UNDER
 FB1921'WOODLAND AVENUE ENTRANCE TO INTERSTATE HIGHWAY 75, 9 FEET
 FB1921'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 1.9 FEET
 FB1921'SOUTHEAST OF THE NORTHWEST END OF THE PIER, 2.8 FEET ABOVE THE
 FB1921'LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1921
 FB1921                          STATION RECOVERY (1982)
 FB1921
 FB1921'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1921'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1673 ***********************************************************************
 GC1673  DESIGNATION -  D 25
 GC1673  PID         -  GC1673
 GC1673  STATE/COUNTY-  TN/MONTGOMERY
 GC1673  USGS QUAD   -  NEEDMORE (1983)
 GC1673
 GC1673                         *CURRENT SURVEY CONTROL
 GC1673  ___________________________________________________________________
 GC1673* NAD 83(1986)-  36 26 13.     (N)    087 32 57.     (W)     SCALED    
 GC1673* NAVD 88     -       116.776  (meters)     383.12   (feet)  ADJUSTED  
 GC1673  ___________________________________________________________________
 GC1673  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC1673  DYNAMIC HT  -         116.678 (meters)     382.80  (feet)  COMP
 GC1673  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC1673
 GC1673  VERT ORDER  -  SECOND    CLASS 0
 GC1673
 GC1673.The horizontal coordinates were scaled from a topographic map and have
 GC1673.an estimated accuracy of +/- 6 seconds.
 GC1673
 GC1673.The orthometric height was determined by differential leveling
 GC1673.and adjusted by the National Geodetic Survey in June 1991..
 GC1673
 GC1673.The geoid height was determined by GEOID03.
 GC1673
 GC1673.The dynamic height is computed by dividing the NAVD 88
 GC1673.geopotential number by the normal gravity value computed on the
 GC1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1673.degrees latitude (g = 980.6199 gals.).
 GC1673
 GC1673.The modeled gravity was interpolated from observed gravity values.
 GC1673
 GC1673;                    North         East    Units  Estimated Accuracy
 GC1673;SPC TN       -   234,500.      461,100.      MT  (+/- 180 meters Scaled)
 GC1673
 GC1673                          SUPERSEDED SURVEY CONTROL
 GC1673
 GC1673  NGVD 29 (??/??/92)  116.830  (m)          383.30   (f) ADJ UNCH    2 0
 GC1673
 GC1673.Superseded values are not recommended for survey control.
 GC1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1673.See file dsdata.txt to determine how the superseded data were derived.
 GC1673
 GC1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF507325(NAD 83)
 GC1673_MARKER: DB = BENCH MARK DISK
 GC1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1673_STAMPING: 383.552 D 25 1934
 GC1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1673+STABILITY: SURFACE MOTION
 GC1673
 GC1673  HISTORY     - Date     Condition        Report By
 GC1673  HISTORY     - 1934     MONUMENTED       CGS
 GC1673
 GC1673                          STATION DESCRIPTION
 GC1673
 GC1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1673'2.4 MI SW FROM CORBANDALE.
 GC1673'2.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1673'FROM CORBANDALE, MONTGOMERY COUNTY, 1 YARD NORTHWEST OF MILEPOST
 GC1673'193, 3 YARDS SOUTHWEST OF A FARM-ROAD CROSSING, AND 4 YARDS
 GC1673'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 GC1673'STAMPED 383.552 D 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0856 ***********************************************************************
 GB0856  DESIGNATION -  D 250
 GB0856  PID         -  GB0856
 GB0856  STATE/COUNTY-  TN/MORGAN
 GB0856  USGS QUAD   -  LANCING (1984)
 GB0856
 GB0856                         *CURRENT SURVEY CONTROL
 GB0856  ___________________________________________________________________
 GB0856* NAD 83(1986)-  36 03 22.     (N)    084 37 40.     (W)     SCALED    
 GB0856* NAVD 88     -       265.453  (meters)     870.91   (feet)  ADJUSTED  
 GB0856  ___________________________________________________________________
 GB0856  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB0856  DYNAMIC HT  -         265.213 (meters)     870.12  (feet)  COMP
 GB0856  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 GB0856
 GB0856  VERT ORDER  -  FIRST     CLASS I
 GB0856
 GB0856.The horizontal coordinates were scaled from a topographic map and have
 GB0856.an estimated accuracy of +/- 6 seconds.
 GB0856
 GB0856.The orthometric height was determined by differential leveling
 GB0856.and adjusted by the National Geodetic Survey in June 1991..
 GB0856
 GB0856.The geoid height was determined by GEOID03.
 GB0856
 GB0856.The dynamic height is computed by dividing the NAVD 88
 GB0856.geopotential number by the normal gravity value computed on the
 GB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0856.degrees latitude (g = 980.6199 gals.).
 GB0856
 GB0856.The modeled gravity was interpolated from observed gravity values.
 GB0856
 GB0856;                    North         East    Units  Estimated Accuracy
 GB0856;SPC TN       -   192,010.      723,630.      MT  (+/- 180 meters Scaled)
 GB0856
 GB0856                          SUPERSEDED SURVEY CONTROL
 GB0856
 GB0856  NGVD 29 (??/??/92)  265.569  (m)          871.29   (f) ADJ UNCH    1 1
 GB0856
 GB0856.Superseded values are not recommended for survey control.
 GB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0856.See file dsdata.txt to determine how the superseded data were derived.
 GB0856
 GB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE136927(NAD 83)
 GB0856_MARKER: DB = BENCH MARK DISK
 GB0856_SETTING: 66 = SET IN ROCK OUTCROP
 GB0856_SP_SET: ROCK OUTCROP
 GB0856_STAMPING: D 250 1968
 GB0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0856+STABILITY: POSITION/ELEVATION WELL
 GB0856
 GB0856  HISTORY     - Date     Condition        Report By
 GB0856  HISTORY     - 1968     MONUMENTED       CGS
 GB0856
 GB0856                          STATION DESCRIPTION
 GB0856
 GB0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0856'6.6 MI NW FROM OAKDALE.
 GB0856'ABOUT 6.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0856'AT OAKDALE, OR ABOUT 6.65 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GB0856'FROM THE STATION AT LANCING, 0.3 MILE NORTHWEST OF MILEPOST 248,
 GB0856'SET IN THE TOP OF THE SOUTH CORNER OF A 2- X 3-FOOT ROCK OUTCROP AT
 GB0856'THE SOUTHEAST END OF A CUT FOR THE RAILROAD, 24 FEET NORTHEAST OF
 GB0856'THE NORTHEAST RAIL, 13.2 FEET SOUTHEAST OF A 7-INCH TRIANGLE WHICH
 GB0856'IS INSCRIBED IN THE SOUTHWEST FACE OF THE NORTHEAST ROCK WALL OF THE
 GB0856'CUT, 127 YARDS SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE CULVERT
 GB0856'UNDER THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1039 ***********************************************************************
 GD1039  DESIGNATION -  D 251
 GD1039  PID         -  GD1039
 GD1039  STATE/COUNTY-  TN/LAKE
 GD1039  USGS QUAD   -  TENNEMO (1983)
 GD1039
 GD1039                         *CURRENT SURVEY CONTROL
 GD1039  ___________________________________________________________________
 GD1039* NAD 83(1986)-  36 13 13.     (N)    089 36 00.     (W)     SCALED    
 GD1039* NAVD 88     -        82.953  (meters)     272.15   (feet)  ADJUSTED  
 GD1039  ___________________________________________________________________
 GD1039  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1039  DYNAMIC HT  -          82.885 (meters)     271.93  (feet)  COMP
 GD1039  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GD1039
 GD1039  VERT ORDER  -  FIRST     CLASS I
 GD1039
 GD1039.The horizontal coordinates were scaled from a topographic map and have
 GD1039.an estimated accuracy of +/- 6 seconds.
 GD1039
 GD1039.The orthometric height was determined by differential leveling
 GD1039.and adjusted by the National Geodetic Survey in June 1991..
 GD1039
 GD1039.The geoid height was determined by GEOID03.
 GD1039
 GD1039.The dynamic height is computed by dividing the NAVD 88
 GD1039.geopotential number by the normal gravity value computed on the
 GD1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1039.degrees latitude (g = 980.6199 gals.).
 GD1039
 GD1039.The modeled gravity was interpolated from observed gravity values.
 GD1039
 GD1039;                    North         East    Units  Estimated Accuracy
 GD1039;SPC TN       -   215,310.      276,400.      MT  (+/- 180 meters Scaled)
 GD1039
 GD1039                          SUPERSEDED SURVEY CONTROL
 GD1039
 GD1039  NGVD 29 (??/??/??)   82.872  (m)          271.89   (f) ADJUSTED    1 1
 GD1039
 GD1039.Superseded values are not recommended for survey control.
 GD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1039.See file dsdata.txt to determine how the superseded data were derived.
 GD1039
 GD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF662115(NAD 83)
 GD1039_MARKER: DB = BENCH MARK DISK
 GD1039_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1039+WITH SETTING: INTO GROUND
 GD1039_SP_SET: METAL ROD WITH BASE PLATE
 GD1039_STAMPING: D 251 1976
 GD1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1039+STABILITY: SURFACE MOTION
 GD1039
 GD1039  HISTORY     - Date     Condition        Report By
 GD1039  HISTORY     - 1976     MONUMENTED       NGS
 GD1039  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD1039
 GD1039                          STATION DESCRIPTION
 GD1039
 GD1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1039'7.8 MI SW FROM RIDGLEY.
 GD1039'1.5 MILE WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1039'RAILROAD STATION AT RIDGLEY, THENCE SOUTH ON COUNTY ROAD 8157 FOR
 GD1039'0.6 MILE TO THE JUNCTION OF COUNTY ROAD 8151, THENCE 2.8 MILE SOUTH
 GD1039'ON COUNTYROAD 8151, THENCE 3.0 MILES WEST ON STATE HIGHWAY 79, 2.5
 GD1039'FEET NORTH OF A BUSH, 44 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 GD1039'AND 217 FEET SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD.
 GD1039
 GD1039                          STATION RECOVERY (2002)
 GD1039
 GD1039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0450 ***********************************************************************
 FC0450  DESIGNATION -  D 256
 FC0450  PID         -  FC0450
 FC0450  STATE/COUNTY-  TN/BRADLEY
 FC0450  USGS QUAD   -  MC DONALD (1976)
 FC0450
 FC0450                         *CURRENT SURVEY CONTROL
 FC0450  ___________________________________________________________________
 FC0450* NAD 83(1986)-  35 05 34.     (N)    084 54 19.     (W)     SCALED    
 FC0450* NAVD 88     -       271.619  (meters)     891.14   (feet)  ADJUSTED  
 FC0450  ___________________________________________________________________
 FC0450  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FC0450  DYNAMIC HT  -         271.349 (meters)     890.25  (feet)  COMP
 FC0450  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 FC0450
 FC0450  VERT ORDER  -  FIRST     CLASS I
 FC0450
 FC0450.The horizontal coordinates were scaled from a topographic map and have
 FC0450.an estimated accuracy of +/- 6 seconds.
 FC0450
 FC0450.The orthometric height was determined by differential leveling
 FC0450.and adjusted by the National Geodetic Survey in June 1991..
 FC0450
 FC0450.The geoid height was determined by GEOID03.
 FC0450
 FC0450.The dynamic height is computed by dividing the NAVD 88
 FC0450.geopotential number by the normal gravity value computed on the
 FC0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0450.degrees latitude (g = 980.6199 gals.).
 FC0450
 FC0450.The modeled gravity was interpolated from observed gravity values.
 FC0450
 FC0450;                    North         East    Units  Estimated Accuracy
 FC0450;SPC TN       -    84,820.      699,820.      MT  (+/- 180 meters Scaled)
 FC0450
 FC0450                          SUPERSEDED SURVEY CONTROL
 FC0450
 FC0450  NGVD 29 (??/??/92)  271.617  (m)          891.13   (f) ADJ UNCH    1 1
 FC0450
 FC0450.Superseded values are not recommended for survey control.
 FC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0450.See file dsdata.txt to determine how the superseded data were derived.
 FC0450
 FC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD909853(NAD 83)
 FC0450_MARKER: DB = BENCH MARK DISK
 FC0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0450_SP_SET: CULVERT
 FC0450_STAMPING: D 256 1968
 FC0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0450
 FC0450  HISTORY     - Date     Condition        Report By
 FC0450  HISTORY     - 1968     MONUMENTED       CGS
 FC0450
 FC0450                          STATION DESCRIPTION
 FC0450
 FC0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0450'4.6 MI SW FROM CLEVELAND.
 FC0450'ABOUT 4.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0450'STATION AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST OF A PRIVATE ROAD
 FC0450'CROSSING, ABOUT 0.1 MILE SOUTHWEST OF A NARROW GRAVELED ROAD
 FC0450'CROSSING, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FC0450'STONE HEAD WALL TO A 36-INCH METAL PIPE CULVERT, 17 FEET SOUTHEAST
 FC0450'OF THE SOUTHEAST RAIL, 3 FEET SOUTHWEST OF THE NORTHEAST END OF
 FC0450'THE HEAD WALL AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0414 ***********************************************************************
 FC0414  DESIGNATION -  D 257
 FC0414  PID         -  FC0414
 FC0414  STATE/COUNTY-  TN/MCMINN
 FC0414  USGS QUAD   -  CALHOUN (1980)
 FC0414
 FC0414                         *CURRENT SURVEY CONTROL
 FC0414  ___________________________________________________________________
 FC0414* NAD 83(1986)-  35 18 14.     (N)    084 44 53.     (W)     SCALED    
 FC0414* NAVD 88     -       215.851  (meters)     708.17   (feet)  ADJUSTED  
 FC0414  ___________________________________________________________________
 FC0414  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0414  DYNAMIC HT  -         215.640 (meters)     707.48  (feet)  COMP
 FC0414  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0414
 FC0414  VERT ORDER  -  FIRST     CLASS I
 FC0414
 FC0414.The horizontal coordinates were scaled from a topographic map and have
 FC0414.an estimated accuracy of +/- 6 seconds.
 FC0414
 FC0414.The orthometric height was determined by differential leveling
 FC0414.and adjusted by the National Geodetic Survey in June 1991..
 FC0414
 FC0414.The geoid height was determined by GEOID03.
 FC0414
 FC0414.The dynamic height is computed by dividing the NAVD 88
 FC0414.geopotential number by the normal gravity value computed on the
 FC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0414.degrees latitude (g = 980.6199 gals.).
 FC0414
 FC0414.The modeled gravity was interpolated from observed gravity values.
 FC0414
 FC0414;                    North         East    Units  Estimated Accuracy
 FC0414;SPC TN       -   108,410.      713,860.      MT  (+/- 180 meters Scaled)
 FC0414
 FC0414                          SUPERSEDED SURVEY CONTROL
 FC0414
 FC0414  NGVD 29 (??/??/92)  215.889  (m)          708.30   (f) ADJ UNCH    1 1
 FC0414
 FC0414.Superseded values are not recommended for survey control.
 FC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0414.See file dsdata.txt to determine how the superseded data were derived.
 FC0414
 FC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE047090(NAD 83)
 FC0414_MARKER: DB = BENCH MARK DISK
 FC0414_SETTING: 66 = SET IN ROCK OUTCROP
 FC0414_SP_SET: SET IN ROCK OUTCROP
 FC0414_STAMPING: D 257 1968
 FC0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0414+STABILITY: POSITION/ELEVATION WELL
 FC0414
 FC0414  HISTORY     - Date     Condition        Report By
 FC0414  HISTORY     - 1968     MONUMENTED       CGS
 FC0414
 FC0414                          STATION DESCRIPTION
 FC0414
 FC0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0414'0.9 MI NE FROM CALHOUN.
 FC0414'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0414'END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT CALHOUN, 206
 FC0414'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF BIG SPRINGS
 FC0414'CALHOUN ROAD LEADING NORTHWEST, 149.5 FEET NORTHEAST OF BENCH
 FC0414'MARK J244 DESCRIBED, SET IN THE TOP OF AN OUTCROP OF ROCK THAT
 FC0414'IS ABOUT 4 FEET LONG AND 2 FEET WIDE AND ABOUT LEVEL WITH THE
 FC0414'GROUND, 46 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 FC0414'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0421 ***********************************************************************
 FC0421  DESIGNATION -  D 258
 FC0421  PID         -  FC0421
 FC0421  STATE/COUNTY-  TN/MCMINN
 FC0421  USGS QUAD   -  CALHOUN (1980)
 FC0421
 FC0421                         *CURRENT SURVEY CONTROL
 FC0421  ___________________________________________________________________
 FC0421* NAD 83(1986)-  35 20 52.     (N)    084 42 56.     (W)     SCALED    
 FC0421* NAVD 88     -       249.859  (meters)     819.75   (feet)  ADJUSTED  
 FC0421  ___________________________________________________________________
 FC0421  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0421  DYNAMIC HT  -         249.615 (meters)     818.95  (feet)  COMP
 FC0421  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 FC0421
 FC0421  VERT ORDER  -  FIRST     CLASS I
 FC0421
 FC0421.The horizontal coordinates were scaled from a topographic map and have
 FC0421.an estimated accuracy of +/- 6 seconds.
 FC0421
 FC0421.The orthometric height was determined by differential leveling
 FC0421.and adjusted by the National Geodetic Survey in June 1991..
 FC0421
 FC0421.The geoid height was determined by GEOID03.
 FC0421
 FC0421.The dynamic height is computed by dividing the NAVD 88
 FC0421.geopotential number by the normal gravity value computed on the
 FC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0421.degrees latitude (g = 980.6199 gals.).
 FC0421
 FC0421.The modeled gravity was interpolated from observed gravity values.
 FC0421
 FC0421;                    North         East    Units  Estimated Accuracy
 FC0421;SPC TN       -   113,320.      716,750.      MT  (+/- 180 meters Scaled)
 FC0421
 FC0421                          SUPERSEDED SURVEY CONTROL
 FC0421
 FC0421  NGVD 29 (??/??/92)  249.900  (m)          819.88   (f) ADJ UNCH    1 1
 FC0421
 FC0421.Superseded values are not recommended for survey control.
 FC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0421.See file dsdata.txt to determine how the superseded data were derived.
 FC0421
 FC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE075140(NAD 83)
 FC0421_MARKER: DB = BENCH MARK DISK
 FC0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0421_SP_SET: 29 FEET
 FC0421_STAMPING: D 258 1968
 FC0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0421
 FC0421  HISTORY     - Date     Condition        Report By
 FC0421  HISTORY     - 1968     MONUMENTED       CGS
 FC0421
 FC0421                          STATION DESCRIPTION
 FC0421
 FC0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0421'2.6 MI SW FROM RICEVILLE.
 FC0421'ABOUT 2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0421'OFFICE AT RICEVILLE, 107 FEET NORTHEAST OF THE SOUTHERN RAILWAY
 FC0421'MILEPOST 196, 46 1/2 FEET WEST OF THE CENTER OF THE CROSSING
 FC0421'OF THE SOUTHERN RAILWAY TRACK AND A PRIVATE ROAD, 40 1/2 FEET
 FC0421'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33.6 FEET NORTHWEST
 FC0421'OF THE NORTHWEST RAIL, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 FC0421'THE ROAD, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 FC0421'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 2 FEET BELOW
 FC0421'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 FC0421'COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 FC0421'GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 4
 FC0421'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 FC0421'REFUSAL AT A 29 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0025 ***********************************************************************
 FC0025  DESIGNATION -  D 259
 FC0025  PID         -  FC0025
 FC0025  STATE/COUNTY-  TN/MONROE
 FC0025  USGS QUAD   -  PHILADELPHIA (1974)
 FC0025
 FC0025                         *CURRENT SURVEY CONTROL
 FC0025  ___________________________________________________________________
 FC0025* NAD 83(1986)-  35 39 23.     (N)    084 25 08.     (W)     SCALED    
 FC0025* NAVD 88     -       273.066  (meters)     895.88   (feet)  ADJUSTED  
 FC0025  ___________________________________________________________________
 FC0025  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC0025  DYNAMIC HT  -         272.804 (meters)     895.02  (feet)  COMP
 FC0025  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 FC0025
 FC0025  VERT ORDER  -  FIRST     CLASS I
 FC0025
 FC0025.The horizontal coordinates were scaled from a topographic map and have
 FC0025.an estimated accuracy of +/- 6 seconds.
 FC0025
 FC0025.The orthometric height was determined by differential leveling
 FC0025.and adjusted by the National Geodetic Survey in June 1991..
 FC0025
 FC0025.The geoid height was determined by GEOID03.
 FC0025
 FC0025.The dynamic height is computed by dividing the NAVD 88
 FC0025.geopotential number by the normal gravity value computed on the
 FC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0025.degrees latitude (g = 980.6199 gals.).
 FC0025
 FC0025.The modeled gravity was interpolated from observed gravity values.
 FC0025
 FC0025;                    North         East    Units  Estimated Accuracy
 FC0025;SPC TN       -   147,950.      743,160.      MT  (+/- 180 meters Scaled)
 FC0025
 FC0025                          SUPERSEDED SURVEY CONTROL
 FC0025
 FC0025  NGVD 29 (??/??/92)  273.147  (m)          896.15   (f) ADJ UNCH    1 1
 FC0025
 FC0025.Superseded values are not recommended for survey control.
 FC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0025.See file dsdata.txt to determine how the superseded data were derived.
 FC0025
 FC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE336489(NAD 83)
 FC0025_MARKER: DB = BENCH MARK DISK
 FC0025_SETTING: 66 = SET IN ROCK OUTCROP
 FC0025_SP_SET: OUTCROP
 FC0025_STAMPING: D 259 1968
 FC0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0025+STABILITY: POSITION/ELEVATION WELL
 FC0025
 FC0025  HISTORY     - Date     Condition        Report By
 FC0025  HISTORY     - 1968     MONUMENTED       CGS
 FC0025
 FC0025                          STATION DESCRIPTION
 FC0025
 FC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0025'1.8 MI SW FROM PHILADELPHIA.
 FC0025'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0025'FIRST BAPTIST CHURCH AT PHILADELPHIA, ABOUT 0.2 MILE SOUTHWEST
 FC0025'OF MILEPOST 167, ABOUT 150 YARDS WEST OF AND ACROSS U.S. HIGHWAY
 FC0025'11 FROM A LARGE ONE STORY STONE HOUSE, IN THE NORTHEAST END OF A
 FC0025'SMALL NARROW FIELD, SET IN THE TOP OF A ROCK THAT THE EXPOSED
 FC0025'PORTION IS ABOUT 12 FEET LONG BY 3 FEET WIDE AND IS PART OF AN
 FC0025'OUTCROP THAT COVERS THE WHOLE END OF THE FIELD, 46.2 FEET SOUTHEAST
 FC0025'OF THE SOUTHEAST RAIL AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FC0025'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0248 ***********************************************************************
 GD0248  DESIGNATION -  D 26
 GD0248  PID         -  GD0248
 GD0248  STATE/COUNTY-  TN/BENTON
 GD0248  USGS QUAD   -  CAMDEN (1984)
 GD0248
 GD0248                         *CURRENT SURVEY CONTROL
 GD0248  ___________________________________________________________________
 GD0248* NAD 83(1986)-  36 02 54.     (N)    088 06 30.     (W)     SCALED    
 GD0248* NAVD 88     -       131.675  (meters)     432.00   (feet)  ADJUSTED  
 GD0248  ___________________________________________________________________
 GD0248  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0248  DYNAMIC HT  -         131.564 (meters)     431.64  (feet)  COMP
 GD0248  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GD0248
 GD0248  VERT ORDER  -  FIRST     CLASS II
 GD0248
 GD0248.The horizontal coordinates were scaled from a topographic map and have
 GD0248.an estimated accuracy of +/- 6 seconds.
 GD0248
 GD0248.The orthometric height was determined by differential leveling
 GD0248.and adjusted by the National Geodetic Survey in June 1991..
 GD0248
 GD0248.The geoid height was determined by GEOID03.
 GD0248
 GD0248.The dynamic height is computed by dividing the NAVD 88
 GD0248.geopotential number by the normal gravity value computed on the
 GD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0248.degrees latitude (g = 980.6199 gals.).
 GD0248
 GD0248.The modeled gravity was interpolated from observed gravity values.
 GD0248
 GD0248;                    North         East    Units  Estimated Accuracy
 GD0248;SPC TN       -   192,320.      410,040.      MT  (+/- 180 meters Scaled)
 GD0248
 GD0248                          SUPERSEDED SURVEY CONTROL
 GD0248
 GD0248  NGVD 29 (??/??/??)  131.704  (m)          432.10   (f) ADJUSTED    1 2
 GD0248
 GD0248.Superseded values are not recommended for survey control.
 GD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0248.See file dsdata.txt to determine how the superseded data were derived.
 GD0248
 GD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE001898(NAD 83)
 GD0248_MARKER: DB = BENCH MARK DISK
 GD0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0248_SP_SET: SQUARE CONCRETE MONUMENT
 GD0248_STAMPING: D 26 1934 432.263
 GD0248_MARK LOGO: CGS   
 GD0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0248+STABILITY: SURFACE MOTION
 GD0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0248+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1987
 GD0248
 GD0248  HISTORY     - Date     Condition        Report By
 GD0248  HISTORY     - 1934     MONUMENTED       CGS
 GD0248  HISTORY     - 1969     GOOD             CGS
 GD0248  HISTORY     - 1971     GOOD             NGS
 GD0248  HISTORY     - 19870618 GOOD             LOCENG
 GD0248
 GD0248                          STATION DESCRIPTION
 GD0248
 GD0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0248'0.6 MI W FROM CAMDEN.
 GD0248'THE MARK IS ABOUT 0.6 OF A MILE ALONG THE OLD NASHVILLE,
 GD0248'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN CAMDEN.
 GD0248'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD), NEAR A
 GD0248'RAILROAD OVERPASS OVER STATE ROUTE 69, AND ABOUT 20 FEET ABOVE
 GD0248'THE HIGHWAY.  IT IS 127 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GD0248'A FRAME HOUSE, 85 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 GD0248'OF A FRAME HOUSE, 85 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 GD0248'OF THE WEST END OF THE CONCRETE HEADWALL OF THE OVERPASS, 47.7
 GD0248'FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 44 FEET WEST-NORTHWEST
 GD0248'OF TELEGRAPH POLE NO. 86-15, AND 0.7 OF A FOOT WEST OF A METAL
 GD0248'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0248'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 GD0248'THE DISK IS STAMPED D 26 1934.
 GD0248
 GD0248                          STATION RECOVERY (1971)
 GD0248
 GD0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0248'RECOVERED IN GOOD CONDITION.
 GD0248
 GD0248                          STATION RECOVERY (1987)
 GD0248
 GD0248'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0092 ***********************************************************************
 FC0092  DESIGNATION -  D 260
 FC0092  PID         -  FC0092
 FC0092  STATE/COUNTY-  TN/KNOX
 FC0092  USGS QUAD   -  CONCORD (1984)
 FC0092
 FC0092                         *CURRENT SURVEY CONTROL
 FC0092  ___________________________________________________________________
 FC0092* NAD 83(1986)-  35 51 56.     (N)    084 08 14.     (W)     SCALED    
 FC0092* NAVD 88     -       250.460  (meters)     821.72   (feet)  ADJUSTED  
 FC0092  ___________________________________________________________________
 FC0092  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0092  DYNAMIC HT  -         250.225 (meters)     820.95  (feet)  COMP
 FC0092  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FC0092
 FC0092  VERT ORDER  -  FIRST     CLASS I
 FC0092
 FC0092.The horizontal coordinates were scaled from a topographic map and have
 FC0092.an estimated accuracy of +/- 6 seconds.
 FC0092
 FC0092.The orthometric height was determined by differential leveling
 FC0092.and adjusted by the National Geodetic Survey in June 1991..
 FC0092
 FC0092.The geoid height was determined by GEOID03.
 FC0092
 FC0092.The dynamic height is computed by dividing the NAVD 88
 FC0092.geopotential number by the normal gravity value computed on the
 FC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0092.degrees latitude (g = 980.6199 gals.).
 FC0092
 FC0092.The modeled gravity was interpolated from observed gravity values.
 FC0092
 FC0092;                    North         East    Units  Estimated Accuracy
 FC0092;SPC TN       -   171,600.      768,220.      MT  (+/- 180 meters Scaled)
 FC0092
 FC0092                          SUPERSEDED SURVEY CONTROL
 FC0092
 FC0092  NGVD 29 (??/??/92)  250.586  (m)          822.13   (f) ADJ UNCH    1 1
 FC0092
 FC0092.Superseded values are not recommended for survey control.
 FC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0092.See file dsdata.txt to determine how the superseded data were derived.
 FC0092
 FC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584728(NAD 83)
 FC0092_MARKER: DB = BENCH MARK DISK
 FC0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0092_SP_SET: WALL
 FC0092_STAMPING: D 260 1968
 FC0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0092
 FC0092  HISTORY     - Date     Condition        Report By
 FC0092  HISTORY     - 1968     MONUMENTED       CGS
 FC0092
 FC0092                          STATION DESCRIPTION
 FC0092
 FC0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0092'AT CONCORD.
 FC0092'AT CONCORD, ABOUT 100 YARDS EAST ALONG THE SOUTHERN RAILWAY FROM
 FC0092'THE EAST CORNER OF THE POST OFFICE, ABOUT 80 YARDS NORTHEAST
 FC0092'OF MILEPOST 145, SET IN THE TOP OF THE SOUTHWEST END OF A
 FC0092'CONCRETE RETAINING WALL, 33 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC0092'OF THE MAIN TRACK, 15 1/2 FEET NORTHEAST OF THE EXTENDED CENTER
 FC0092'LINE OF OLIVE ROAD, 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF
 FC0092'THE WALL, ABOUT LEVEL WITH THE GROUND ALONG THE TRACK AND ABOUT
 FC0092'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0464 ***********************************************************************
 FF0464  DESIGNATION -  D 261
 FF0464  PID         -  FF0464
 FF0464  STATE/COUNTY-  TN/SHELBY
 FF0464  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0464
 FF0464                         *CURRENT SURVEY CONTROL
 FF0464  ___________________________________________________________________
 FF0464* NAD 83(1986)-  35 04 48.     (N)    090 03 26.     (W)     SCALED    
 FF0464* NAVD 88     -        72.639  (meters)     238.32   (feet)  ADJUSTED  
 FF0464  ___________________________________________________________________
 FF0464  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0464  DYNAMIC HT  -          72.572 (meters)     238.10  (feet)  COMP
 FF0464  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FF0464
 FF0464  VERT ORDER  -  FIRST     CLASS I
 FF0464
 FF0464.The horizontal coordinates were scaled from a topographic map and have
 FF0464.an estimated accuracy of +/- 6 seconds.
 FF0464
 FF0464.The orthometric height was determined by differential leveling
 FF0464.and adjusted by the National Geodetic Survey in June 1991..
 FF0464
 FF0464.The geoid height was determined by GEOID03.
 FF0464
 FF0464.The dynamic height is computed by dividing the NAVD 88
 FF0464.geopotential number by the normal gravity value computed on the
 FF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0464.degrees latitude (g = 980.6199 gals.).
 FF0464
 FF0464.The modeled gravity was interpolated from observed gravity values.
 FF0464
 FF0464;                    North         East    Units  Estimated Accuracy
 FF0464;SPC TN       -    90,510.      230,080.      MT  (+/- 180 meters Scaled)
 FF0464
 FF0464                          SUPERSEDED SURVEY CONTROL
 FF0464
 FF0464  NGVD 29 (??/??/??)   72.617  (m)          238.24   (f) ADJUSTED    1 1
 FF0464
 FF0464.Superseded values are not recommended for survey control.
 FF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0464.See file dsdata.txt to determine how the superseded data were derived.
 FF0464
 FF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683858(NAD 83)
 FF0464_MARKER: DV = VERTICAL CONTROL DISK
 FF0464_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0464_SP_SET: ABUTMENT
 FF0464_STAMPING: D 261 1974
 FF0464_MARK LOGO: NGS   
 FF0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0464+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 FF0464
 FF0464  HISTORY     - Date     Condition        Report By
 FF0464  HISTORY     - 1974     MONUMENTED       NGS
 FF0464  HISTORY     - 1976     GOOD             NGS
 FF0464  HISTORY     - 19911112 GOOD             NGS
 FF0464  HISTORY     - 19950321 GOOD             TN1620
 FF0464  HISTORY     - 20021028 MARK NOT FOUND   USACE
 FF0464
 FF0464                          STATION DESCRIPTION
 FF0464
 FF0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0464'AT MEMPHIS.
 FF0464'IN THE SOUTH PART OF MEMPHIS, AT THE NORTHWEST CORNER OF THE
 FF0464'OVERPASS AT U.S. HIGHWAY 61 (SOUTH THIRD STREET) OVER THE NORTH
 FF0464'LANE OF INTERSTATE 55, 0.45 MILE SOUTH OF THE INTERSECTION OF
 FF0464'MALLORY AVENUE AND SOUTH THIRD STREET, 45 FEET WEST OF THE
 FF0464'CENTER LINE OF 4 LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 FF0464'WEST END OF THE NORTH CONCRETE ABUTMENT (WHICH IS ALSO A DIVIDING
 FF0464'WALL AT THE NORTH END OF THE WEST WALKWAY), 5.5 FEET WEST OF THE
 FF0464'WEST CURB LINE, 0.7 FOOT EAST OF THE WEST BANNISTER, 10-INCHES
 FF0464'ABOVE LEVEL OF THE HIGHWAY.
 FF0464
 FF0464                          STATION RECOVERY (1976)
 FF0464
 FF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0464'RECOVERED IN GOOD CONDITION.
 FF0464
 FF0464                          STATION RECOVERY (1991)
 FF0464
 FF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0464'IN MEMPHIS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 55 AND U.S.
 FF0464'HIGHWAY 61 (THIRD STREET), IN TOP OF AND 0.5 M (1.6 FT) EAST OF THE
 FF0464'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE U.S. HIGHWAY OVERPASS
 FF0464'OF THE INTERSTATE HIGHWAY, 20.0 M (65.6 FT) NORTH OF THE CENTER OF
 FF0464'THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 8.4 M (27.6 FT) WEST
 FF0464'OF AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES OF THE U.S.
 FF0464'HIGHWAY, AND 0.2 M (0.7 FT) EAST OF THE WEST BRIDGE RAIL.
 FF0464
 FF0464                          STATION RECOVERY (1995)
 FF0464
 FF0464'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0464'RECOVERED IN GOOD CONDITION.
 FF0464
 FF0464                          STATION RECOVERY (2002)
 FF0464
 FF0464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1361 ***********************************************************************
 FE1361  DESIGNATION -  D 262
 FE1361  PID         -  FE1361
 FE1361  STATE/COUNTY-  TN/TIPTON
 FE1361  USGS QUAD   -  MUNFORD (1983)
 FE1361
 FE1361                         *CURRENT SURVEY CONTROL
 FE1361  ___________________________________________________________________
 FE1361* NAD 83(1986)-  35 25 13.     (N)    089 49 11.     (W)     SCALED    
 FE1361* NAVD 88     -       117.586  (meters)     385.78   (feet)  ADJUSTED  
 FE1361  ___________________________________________________________________
 FE1361  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1361  DYNAMIC HT  -         117.483 (meters)     385.44  (feet)  COMP
 FE1361  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1361
 FE1361  VERT ORDER  -  FIRST     CLASS I
 FE1361
 FE1361.The horizontal coordinates were scaled from a topographic map and have
 FE1361.an estimated accuracy of +/- 6 seconds.
 FE1361
 FE1361.The orthometric height was determined by differential leveling
 FE1361.and adjusted by the National Geodetic Survey in June 1991..
 FE1361
 FE1361.The geoid height was determined by GEOID03.
 FE1361
 FE1361.The dynamic height is computed by dividing the NAVD 88
 FE1361.geopotential number by the normal gravity value computed on the
 FE1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1361.degrees latitude (g = 980.6199 gals.).
 FE1361
 FE1361.The modeled gravity was interpolated from observed gravity values.
 FE1361
 FE1361;                    North         East    Units  Estimated Accuracy
 FE1361;SPC TN       -   127,370.      253,190.      MT  (+/- 180 meters Scaled)
 FE1361
 FE1361                          SUPERSEDED SURVEY CONTROL
 FE1361
 FE1361  NGVD 29 (??/??/??)  117.557  (m)          385.68   (f) ADJUSTED    1 1
 FE1361
 FE1361.Superseded values are not recommended for survey control.
 FE1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1361.See file dsdata.txt to determine how the superseded data were derived.
 FE1361
 FE1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE439233(NAD 83)
 FE1361_MARKER: DB = BENCH MARK DISK
 FE1361_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1361+WITH SETTING: INTO GROUND
 FE1361_STAMPING: D 262 1974
 FE1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1361+STABILITY: SURFACE MOTION
 FE1361
 FE1361  HISTORY     - Date     Condition        Report By
 FE1361  HISTORY     - 1974     MONUMENTED       NGS
 FE1361  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1361
 FE1361                          STATION DESCRIPTION
 FE1361
 FE1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1361'2.4 MI SW FROM CROSSTOWN.
 FE1361'ABOUT 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1361'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, ABOUT 350 FEET
 FE1361'SOUTHWEST OF THE CENTER OF A PAVED ROAD INTERSECTION, NORTHWEST
 FE1361'OF AND ACROSS 4 LANES OF THE HIGHWAY FROM LITTLE PORKYS DRIVE-IN
 FE1361'RESTAURANT, ON SMALL KNOLL AND CLUSTER OF TREES ON SOUTHWEST
 FE1361'SIDE OF A DRAW, 108 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1361'NORTHWEST LANE OF THE HIGHWAY, 123 FEET NORTHEAST OF TELEPHONE
 FE1361'CABLE PED. D-20A, 5 FEET NORTHEAST OF A CORNER POST, 1 FOOT SOUTH
 FE1361'OF A METAL WITNESS POST, 6 FEET ABOVE HIGHWAY AND ON THE TOP OF A
 FE1361'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 FE1361'PLATE.  THE DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A
 FE1361'4-INCH PLASTIC PIPE PROJECTING 1-INCH.
 FE1361
 FE1361                          STATION RECOVERY (2002)
 FE1361
 FE1361'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1361'SUSPECTED DESTROYED, NEW PHONE AND WATER LINES IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1707 ***********************************************************************
 FE1707  DESIGNATION -  D 263
 FE1707  PID         -  FE1707
 FE1707  STATE/COUNTY-  TN/LAUDERDALE
 FE1707  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1707
 FE1707                         *CURRENT SURVEY CONTROL
 FE1707  ___________________________________________________________________
 FE1707* NAD 83(1986)-  35 41 32.     (N)    089 34 39.     (W)     SCALED    
 FE1707* NAVD 88     -       108.837  (meters)     357.08   (feet)  ADJUSTED  
 FE1707  ___________________________________________________________________
 FE1707  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1707  DYNAMIC HT  -         108.744 (meters)     356.77  (feet)  COMP
 FE1707  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 FE1707
 FE1707  VERT ORDER  -  FIRST     CLASS I
 FE1707
 FE1707.The horizontal coordinates were scaled from a topographic map and have
 FE1707.an estimated accuracy of +/- 6 seconds.
 FE1707
 FE1707.The orthometric height was determined by differential leveling
 FE1707.and adjusted by the National Geodetic Survey in June 1991..
 FE1707
 FE1707.The geoid height was determined by GEOID03.
 FE1707
 FE1707.The dynamic height is computed by dividing the NAVD 88
 FE1707.geopotential number by the normal gravity value computed on the
 FE1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1707.degrees latitude (g = 980.6199 gals.).
 FE1707
 FE1707.The modeled gravity was interpolated from observed gravity values.
 FE1707
 FE1707;                    North         East    Units  Estimated Accuracy
 FE1707;SPC TN       -   156,690.      276,280.      MT  (+/- 180 meters Scaled)
 FE1707
 FE1707                          SUPERSEDED SURVEY CONTROL
 FE1707
 FE1707  NGVD 29 (??/??/??)  108.798  (m)          356.95   (f) ADJUSTED    1 1
 FE1707
 FE1707.Superseded values are not recommended for survey control.
 FE1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1707.See file dsdata.txt to determine how the superseded data were derived.
 FE1707
 FE1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE667528(NAD 83)
 FE1707_MARKER: DB = BENCH MARK DISK
 FE1707_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1707+WITH SETTING: INTO GROUND
 FE1707_STAMPING: D 263 1974
 FE1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1707+STABILITY: SURFACE MOTION
 FE1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1707+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1707
 FE1707  HISTORY     - Date     Condition        Report By
 FE1707  HISTORY     - 1974     MONUMENTED       NGS
 FE1707  HISTORY     - 20020808 GOOD             USACE
 FE1707
 FE1707                          STATION DESCRIPTION
 FE1707
 FE1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1707'1.8 MI N FROM HENNING.
 FE1707'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1707'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 1.05 MILES NORTH
 FE1707'ALONG NEW 4 LANES OF U.S. HIGHWAY 51, 119 YARDS NORTH OF THE
 FE1707'CENTER OF THE INTERSECTION WITH AN ASPHALT ROAD LEADING WEST,
 FE1707'86 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BLOCK BUILDING
 FE1707'RUTHS SHOPPE READY-TO-WEAR, 144.7 FEET NORTHEAST OF THE NORTHEAST
 FE1707'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 93 FEET NORTHWEST
 FE1707'OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 10
 FE1707'FEET SOUTHWEST OF A PIPE POST AT THE NORTHEAST END OF A WOVEN
 FE1707'WIRE FENCE, 10.2 FEET SOUTHWEST OF CONCRETE HIGHWAY R.O.W. MARKER,
 FE1707'0.4 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE HIGHWAY
 FE1707'AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FE1707'TO A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW GROUND AND
 FE1707'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1707
 FE1707                          STATION RECOVERY (2002)
 FE1707
 FE1707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1860 ***********************************************************************
 FE1860  DESIGNATION -  D 264
 FE1860  PID         -  FE1860
 FE1860  STATE/COUNTY-  TN/LAUDERDALE
 FE1860  USGS QUAD   -  KNOB CREEK (1972)
 FE1860
 FE1860                         *CURRENT SURVEY CONTROL
 FE1860  ___________________________________________________________________
 FE1860* NAD 83(1986)-  35 55 07.     (N)    089 33 21.     (W)     SCALED    
 FE1860* NAVD 88     -        77.685  (meters)     254.87   (feet)  ADJUSTED  
 FE1860  ___________________________________________________________________
 FE1860  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1860  DYNAMIC HT  -          77.619 (meters)     254.66  (feet)  COMP
 FE1860  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1860
 FE1860  VERT ORDER  -  FIRST     CLASS I
 FE1860
 FE1860.The horizontal coordinates were scaled from a topographic map and have
 FE1860.an estimated accuracy of +/- 6 seconds.
 FE1860
 FE1860.The orthometric height was determined by differential leveling
 FE1860.and adjusted by the National Geodetic Survey in June 1991..
 FE1860
 FE1860.The geoid height was determined by GEOID03.
 FE1860
 FE1860.The dynamic height is computed by dividing the NAVD 88
 FE1860.geopotential number by the normal gravity value computed on the
 FE1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1860.degrees latitude (g = 980.6199 gals.).
 FE1860
 FE1860.The modeled gravity was interpolated from observed gravity values.
 FE1860
 FE1860;                    North         East    Units  Estimated Accuracy
 FE1860;SPC TN       -   181,710.      279,150.      MT  (+/- 180 meters Scaled)
 FE1860
 FE1860                          SUPERSEDED SURVEY CONTROL
 FE1860
 FE1860  NGVD 29 (??/??/??)   77.627  (m)          254.68   (f) ADJUSTED    1 1
 FE1860
 FE1860.Superseded values are not recommended for survey control.
 FE1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1860.See file dsdata.txt to determine how the superseded data were derived.
 FE1860
 FE1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE693779(NAD 83)
 FE1860_MARKER: DB = BENCH MARK DISK
 FE1860_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1860+WITH SETTING: INTO GROUND
 FE1860_STAMPING: D 264 1974
 FE1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1860+STABILITY: SURFACE MOTION
 FE1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1860+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 FE1860
 FE1860  HISTORY     - Date     Condition        Report By
 FE1860  HISTORY     - 1974     MONUMENTED       NGS
 FE1860  HISTORY     - 20020806 GOOD             USACE
 FE1860
 FE1860                          STATION DESCRIPTION
 FE1860
 FE1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1860'9.8 MI W FROM HALLS.
 FE1860'ABOUT 9.75 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1860'BAPTIST CHURCH AT HALLS, ABOUT 4 MILES EAST OF THE ABANDONED
 FE1860'HALES POINT BAPTIST CHURCH, ABOUT 3.25 MILES WEST OF SMALL
 FE1860'COMMUNITY OF PORTER GAP, 30 FEET SOUTH OF THE CENTER LINE OF
 FE1860'THE HIGHWAY, 63.8 FEET NORTHWEST OF A 48-INCH OAK TREE, 4.3 FEET
 FE1860'EAST OF A POWER POLE WITH WITNESS SIGN, 96.2 FEET EAST OF THE
 FE1860'EAST ONE OF THREE OAK TREES IN A ROW, 4 FEET BELOW LEVEL OF THE
 FE1860'HIGHWAY AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 FE1860'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE
 FE1860'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 4-INCHES.
 FE1860
 FE1860                          STATION RECOVERY (2002)
 FE1860
 FE1860'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1131 ***********************************************************************
 GD1131  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1131  DESIGNATION -  D 265
 GD1131  PID         -  GD1131
 GD1131  STATE/COUNTY-  TN/DYER
 GD1131  USGS QUAD   -  MISTON (1983)
 GD1131
 GD1131                         *CURRENT SURVEY CONTROL
 GD1131  ___________________________________________________________________
 GD1131* NAD 83(1995)-  36 11 55.11409(N)    089 27 26.61010(W)     ADJUSTED  
 GD1131* NAVD 88     -        86.01   (meters)     282.2    (feet)  GPS OBS   
 GD1131  ___________________________________________________________________
 GD1131  X           -      48,800.290 (meters)                     COMP
 GD1131  Y           -  -5,152,827.624 (meters)                     COMP
 GD1131  Z           -   3,746,035.236 (meters)                     COMP
 GD1131  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GD1131  ELLIP HEIGHT-          57.65  (meters)          (05/31/05) GPS OBS
 GD1131  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1131  DYNAMIC HT  -          85.94  (meters)     282.0   (feet)  COMP
 GD1131  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GD1131
 GD1131  HORZ ORDER  -  FIRST
 GD1131  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1131  ELLP ORDER  -  FOURTH    CLASS II
 GD1131
 GD1131.The horizontal coordinates were established by GPS observations
 GD1131.and adjusted by the National Geodetic Survey in May 2005..
 GD1131
 GD1131.The orthometric height was determined by GPS observations and a
 GD1131.high-resolution geoid model using precise GPS observation and
 GD1131.processing techniques. It supersedes the leveled height previously
 GD1131.determined for this station.
 GD1131.The vertical order pertains to the first NAVD 88 superseded value.
 GD1131
 GD1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1131
 GD1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1131
 GD1131.The ellipsoidal height was determined by GPS observations
 GD1131.and is referenced to NAD 83.
 GD1131
 GD1131.The geoid height was determined by GEOID03.
 GD1131
 GD1131.The dynamic height is computed by dividing the NAVD 88
 GD1131.geopotential number by the normal gravity value computed on the
 GD1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1131.degrees latitude (g = 980.6199 gals.).
 GD1131
 GD1131.The modeled gravity was interpolated from observed gravity values.
 GD1131
 GD1131;                    North         East     Units Scale Factor Converg.
 GD1131;SPC TN       -   212,447.821   289,126.902   MT  0.99996859   -2 01 26.7
 GD1131;SPC TN       -   697,005.89    948,577.18   sFT  0.99996859   -2 01 26.7
 GD1131;UTM  16      - 4,008,780.447   279,057.231   MT  1.00020151   -1 27 06.8
 GD1131
 GD1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1131!SPC TN       -   0.99999095  x   0.99996859  =   0.99995954
 GD1131!UTM  16      -   0.99999095  x   1.00020151  =   1.00019246
 GD1131
 GD1131                          SUPERSEDED SURVEY CONTROL
 GD1131
 GD1131  NAVD 88 (06/15/91)   85.984  (m)          282.10   (f) ADJUSTED    1 1
 GD1131  NGVD 29 (??/??/??)   85.907  (m)          281.85   (f) ADJUSTED    1 1
 GD1131
 GD1131.Superseded values are not recommended for survey control.
 GD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1131.See file dsdata.txt to determine how the superseded data were derived.
 GD1131
 GD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7905708780(NAD 83)
 GD1131_MARKER: DB = BENCH MARK DISK
 GD1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1131_SP_SET: ABUTMENT
 GD1131_STAMPING: D 265 1974
 GD1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1131+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1131
 GD1131  HISTORY     - Date     Condition        Report By
 GD1131  HISTORY     - 1974     MONUMENTED       NGS
 GD1131  HISTORY     - 20020802 GOOD             USACE
 GD1131  HISTORY     - 20030709 GOOD             EMCINC
 GD1131
 GD1131                          STATION DESCRIPTION
 GD1131
 GD1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1131'2.90 MI NW FROM BOGOTA.
 GD1131'ABOUT 2.90 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1131'WITH STATE HIGHWAY 103, SET IN THE TOP OF THE SOUTHWEST ABUTMENT OF
 GD1131'THE NORTHWEST END OF BRIDGE NO. 23/78/12.53, 18.5 FEET SOUTHWEST OF
 GD1131'THE CENTER LINE OF STATE HIGHWAY 78, 3.8 FEET SOUTH OF THE WEST CORNER
 GD1131'OF CONCRETE GUARD RAIL OF BRIDGE, 1.7 FEET SOUTHWEST OF THE SOUTHWEST
 GD1131'FACE OF THE SOUTHWEST CONCRETE GUARD RAIL OF BRIDGE AND 0.5 FOOT ABOVE
 GD1131'THE HIGHWAY.
 GD1131
 GD1131                          STATION RECOVERY (2002)
 GD1131
 GD1131'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1131'RECOVERED IN GOOD CONDITION.
 GD1131
 GD1131                          STATION RECOVERY (2003)
 GD1131
 GD1131'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1131'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1094 ***********************************************************************
 FD1094  DESIGNATION -  D 27
 FD1094  PID         -  FD1094
 FD1094  STATE/COUNTY-  TN/HUMPHREYS
 FD1094  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1094
 FD1094                         *CURRENT SURVEY CONTROL
 FD1094  ___________________________________________________________________
 FD1094* NAD 83(1986)-  35 59 05.     (N)    087 46 59.     (W)     SCALED    
 FD1094* NAVD 88     -       188.625  (meters)     618.85   (feet)  ADJUSTED  
 FD1094  ___________________________________________________________________
 FD1094  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1094  DYNAMIC HT  -         188.462 (meters)     618.31  (feet)  COMP
 FD1094  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 FD1094
 FD1094  VERT ORDER  -  SECOND    CLASS 0
 FD1094
 FD1094.The horizontal coordinates were scaled from a topographic map and have
 FD1094.an estimated accuracy of +/- 6 seconds.
 FD1094
 FD1094.The orthometric height was determined by differential leveling
 FD1094.and adjusted by the National Geodetic Survey in June 1991..
 FD1094
 FD1094.The geoid height was determined by GEOID03.
 FD1094
 FD1094.The dynamic height is computed by dividing the NAVD 88
 FD1094.geopotential number by the normal gravity value computed on the
 FD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1094.degrees latitude (g = 980.6199 gals.).
 FD1094
 FD1094.The modeled gravity was interpolated from observed gravity values.
 FD1094
 FD1094;                    North         East    Units  Estimated Accuracy
 FD1094;SPC TN       -   184,690.      439,220.      MT  (+/- 180 meters Scaled)
 FD1094
 FD1094                          SUPERSEDED SURVEY CONTROL
 FD1094
 FD1094  NGVD 29 (??/??/92)  188.657  (m)          618.95   (f) ADJ UNCH    2 0
 FD1094
 FD1094.Superseded values are not recommended for survey control.
 FD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1094.See file dsdata.txt to determine how the superseded data were derived.
 FD1094
 FD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE294825(NAD 83)
 FD1094_MARKER: DB = BENCH MARK DISK
 FD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1094_STAMPING: D 27 1934
 FD1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1094+STABILITY: SURFACE MOTION
 FD1094
 FD1094  HISTORY     - Date     Condition        Report By
 FD1094  HISTORY     - 1934     MONUMENTED       CGS
 FD1094  HISTORY     - 1939     GOOD             NGS
 FD1094  HISTORY     - 1973     GOOD             TVA
 FD1094
 FD1094                          STATION DESCRIPTION
 FD1094
 FD1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FD1094'7.7 MI S FROM WAVERLY.
 FD1094'7.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1094'COUNTY, ABOUT 4-1/2 MILES NORTHEAST OF THE BRIDGE OVER DUCK
 FD1094'RIVER, 20 FEET NORTHWEST OF A 14-INCH OAK TREE, AND 20 FEET EAST
 FD1094'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 27
 FD1094'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION IS
 FD1094'24.00 FEET EAST OF A ROAD 15.90 FEET WEST OF 8 INCH WHITE OAK
 FD1094'18.40 FEET NORTH 30 WEST OF 18 INCH RED OAK 13.20 FEET SOUTH
 FD1094'5 WEST OF SIX INCH HICKORY TVA POST AND SIGN SET AT MON.
 FD1094
 FD1094                          STATION RECOVERY (1973)
 FD1094
 FD1094'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1346 ***********************************************************************
 GC1346  DESIGNATION -  D 28
 GC1346  PID         -  GC1346
 GC1346  STATE/COUNTY-  TN/DICKSON
 GC1346  USGS QUAD   -  BURNS (1986)
 GC1346
 GC1346                         *CURRENT SURVEY CONTROL
 GC1346  ___________________________________________________________________
 GC1346* NAD 83(1986)-  36 03 57.     (N)    087 16 40.     (W)     SCALED    
 GC1346* NAVD 88     -       243.329  (meters)     798.32   (feet)  ADJUSTED  
 GC1346  ___________________________________________________________________
 GC1346  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1346  DYNAMIC HT  -         243.116 (meters)     797.62  (feet)  COMP
 GC1346  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 GC1346
 GC1346  VERT ORDER  -  FIRST     CLASS II
 GC1346
 GC1346.The horizontal coordinates were scaled from a topographic map and have
 GC1346.an estimated accuracy of +/- 6 seconds.
 GC1346
 GC1346.The orthometric height was determined by differential leveling
 GC1346.and adjusted by the National Geodetic Survey in June 1991..
 GC1346
 GC1346.The geoid height was determined by GEOID03.
 GC1346
 GC1346.The dynamic height is computed by dividing the NAVD 88
 GC1346.geopotential number by the normal gravity value computed on the
 GC1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1346.degrees latitude (g = 980.6199 gals.).
 GC1346
 GC1346.The modeled gravity was interpolated from observed gravity values.
 GC1346
 GC1346;                    North         East    Units  Estimated Accuracy
 GC1346;SPC TN       -   192,970.      484,900.      MT  (+/- 180 meters Scaled)
 GC1346
 GC1346                          SUPERSEDED SURVEY CONTROL
 GC1346
 GC1346  NGVD 29 (??/??/92)  243.327  (m)          798.32   (f) ADJ UNCH    1 2
 GC1346
 GC1346.Superseded values are not recommended for survey control.
 GC1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1346.See file dsdata.txt to determine how the superseded data were derived.
 GC1346
 GC1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE749912(NAD 83)
 GC1346_MARKER: DB = BENCH MARK DISK
 GC1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1346_STAMPING: 798.607 D 28 1934
 GC1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1346+STABILITY: SURFACE MOTION
 GC1346
 GC1346  HISTORY     - Date     Condition        Report By
 GC1346  HISTORY     - 1934     MONUMENTED       CGS
 GC1346  HISTORY     - 1948     GOOD             NGS
 GC1346
 GC1346                          STATION DESCRIPTION
 GC1346
 GC1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1346'2.2 MI E FROM BURNS.
 GC1346'2.2 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1346'RAILWAY FROM THE STATION AT BURNS, IN THE SOUTH ANGLE OF A DIM
 GC1346'ABANDONED ROAD CROSSING 32 2/3 POLES WEST OF MILE POST 34, 44
 GC1346'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 39 FEET
 GC1346'SOUTH OF A CROSSING WARNING SIGNAL, 29 FEET SOUTHWEST OF A
 GC1346'TELEPHONE POLE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GC1346'ROAD, 4 FEET WEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A WHITE
 GC1346'WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND SET IN THE
 GC1346'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0730 ***********************************************************************
 FD0730  DESIGNATION -  D 29
 FD0730  PID         -  FD0730
 FD0730  STATE/COUNTY-  TN/HICKMAN
 FD0730  USGS QUAD   -  CENTERVILLE (1987)
 FD0730
 FD0730                         *CURRENT SURVEY CONTROL
 FD0730  ___________________________________________________________________
 FD0730* NAD 83(1986)-  35 45 50.     (N)    087 27 50.     (W)     SCALED    
 FD0730* NAVD 88     -       147.919  (meters)     485.30   (feet)  ADJUSTED  
 FD0730  ___________________________________________________________________
 FD0730  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0730  DYNAMIC HT  -         147.788 (meters)     484.87  (feet)  COMP
 FD0730  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0730
 FD0730  VERT ORDER  -  SECOND    CLASS 0
 FD0730
 FD0730.The horizontal coordinates were scaled from a topographic map and have
 FD0730.an estimated accuracy of +/- 6 seconds.
 FD0730
 FD0730.The orthometric height was determined by differential leveling
 FD0730.and adjusted by the National Geodetic Survey in June 1991..
 FD0730
 FD0730.The geoid height was determined by GEOID03.
 FD0730
 FD0730.The dynamic height is computed by dividing the NAVD 88
 FD0730.geopotential number by the normal gravity value computed on the
 FD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0730.degrees latitude (g = 980.6199 gals.).
 FD0730
 FD0730.The modeled gravity was interpolated from observed gravity values.
 FD0730
 FD0730;                    North         East    Units  Estimated Accuracy
 FD0730;SPC TN       -   159,710.      467,630.      MT  (+/- 180 meters Scaled)
 FD0730
 FD0730                          SUPERSEDED SURVEY CONTROL
 FD0730
 FD0730  NGVD 29 (??/??/92)  147.904  (m)          485.25   (f) ADJ UNCH    2 0
 FD0730
 FD0730.Superseded values are not recommended for survey control.
 FD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0730.See file dsdata.txt to determine how the superseded data were derived.
 FD0730
 FD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE580578(NAD 83)
 FD0730_MARKER: DB = BENCH MARK DISK
 FD0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0730_STAMPING: D 29 1934
 FD0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0730+STABILITY: SURFACE MOTION
 FD0730
 FD0730  HISTORY     - Date     Condition        Report By
 FD0730  HISTORY     - 1934     MONUMENTED       CGS
 FD0730
 FD0730                          STATION DESCRIPTION
 FD0730
 FD0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0730'1.2 MI S FROM CENTERVILLE.
 FD0730'1.2 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0730'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 1/2 RAIL SOUTH OF
 FD0730'THE SOUTH END OF THE STATION AT TWOMEY, 11 POLES SOUTH OF
 FD0730'MILEPOST 33, 3 RAILS SOUTH OF CULVERT 33.4, 2-1/2 RAILS SOUTH
 FD0730'OF A ROAD CROSSING, 50 FEET NORTHWEST OF THE FENCE AROUND A
 FD0730'SUB-STATION OF THE TENNESSEE POWER CO., 50 FEET EAST OF THE
 FD0730'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF A POWER-TRANSMISSION
 FD0730'LINE POLE.  A STANDARD DISK, STAMPED D 29 1934 AND SET IN THE
 FD0730'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2407 ***********************************************************************
 FB2407  DESIGNATION -  D 292
 FB2407  PID         -  FB2407
 FB2407  STATE/COUNTY-  TN/KNOX
 FB2407  USGS QUAD   -  KNOXVILLE (1978)
 FB2407
 FB2407                         *CURRENT SURVEY CONTROL
 FB2407  ___________________________________________________________________
 FB2407* NAD 83(1986)-  35 56 46.     (N)    083 54 43.     (W)     SCALED    
 FB2407* NAVD 88     -       285.120  (meters)     935.43   (feet)  ADJUSTED  
 FB2407  ___________________________________________________________________
 FB2407  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2407  DYNAMIC HT  -         284.857 (meters)     934.57  (feet)  COMP
 FB2407  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 FB2407
 FB2407  VERT ORDER  -  FIRST     CLASS II
 FB2407
 FB2407.The horizontal coordinates were scaled from a topographic map and have
 FB2407.an estimated accuracy of +/- 6 seconds.
 FB2407
 FB2407.The orthometric height was determined by differential leveling
 FB2407.and adjusted by the National Geodetic Survey in June 1991..
 FB2407
 FB2407.The geoid height was determined by GEOID03.
 FB2407
 FB2407.The dynamic height is computed by dividing the NAVD 88
 FB2407.geopotential number by the normal gravity value computed on the
 FB2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2407.degrees latitude (g = 980.6199 gals.).
 FB2407
 FB2407.The modeled gravity was interpolated from observed gravity values.
 FB2407
 FB2407;                    North         East    Units  Estimated Accuracy
 FB2407;SPC TN       -   180,950.      788,370.      MT  (+/- 180 meters Scaled)
 FB2407
 FB2407                          SUPERSEDED SURVEY CONTROL
 FB2407
 FB2407  NGVD 29 (12/12/91)  285.255  (m)          935.87   (f) ADJUSTED    1 2
 FB2407
 FB2407.Superseded values are not recommended for survey control.
 FB2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2407.See file dsdata.txt to determine how the superseded data were derived.
 FB2407
 FB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373818(NAD 83)
 FB2407_MARKER: DB = BENCH MARK DISK
 FB2407_SETTING: 66 = SET IN ROCK OUTCROP
 FB2407_SP_SET: ROCK OUTCROP
 FB2407_STAMPING: D 292 1983
 FB2407_MARK LOGO: NGS   
 FB2407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2407+STABILITY: POSITION/ELEVATION WELL
 FB2407
 FB2407  HISTORY     - Date     Condition        Report By
 FB2407  HISTORY     - 1983     MONUMENTED       NGS
 FB2407
 FB2407                          STATION DESCRIPTION
 FB2407
 FB2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2407'IN SOUTH KNOXVILLE.
 FB2407'IN SOUTH KNOXVILLE, 1.1 KM (0.7 MI) SOUTHEAST ALONG U.S HIGHWAY 441
 FB2407'FROM THE SOUTHEAST END OF THE KENLEY STREET BRIDGE OVER THE TENNESSEE
 FB2407'RIVER TO THE MARK ON THE LEFT, AT THE JUNCTION OF OLD MARTIN MILL
 FB2407'PIKE, 3.50 METERS (11.5 FT) NORTHEAST OF THE NORTHEAST CURB OF THE
 FB2407'HIGHWAY, 29.87 METERS (98.0 FT) SOUTHEAST OF THE CENTER OF OLD MARTIN
 FB2407'MILL PIKE, 11.27 METERS (37.0 FT) EAST-SOUTHEAST OF POWER POLE 33493
 FB2407'WITH A TRANSFORMER AND A STREET LIGHT.
 FB2407'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 FB2407'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1620 ***********************************************************************
 FC1620  DESIGNATION -  D 293
 FC1620  PID         -  FC1620
 FC1620  STATE/COUNTY-  TN/MARION
 FC1620  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1620
 FC1620                         *CURRENT SURVEY CONTROL
 FC1620  ___________________________________________________________________
 FC1620* NAD 83(1986)-  35 00 43.     (N)    085 40 38.     (W)     SCALED    
 FC1620* NAVD 88     -       204.087  (meters)     669.58   (feet)  ADJUSTED  
 FC1620  ___________________________________________________________________
 FC1620  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1620  DYNAMIC HT  -         203.887 (meters)     668.92  (feet)  COMP
 FC1620  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC1620
 FC1620  VERT ORDER  -  FIRST     CLASS II
 FC1620
 FC1620.The horizontal coordinates were scaled from a topographic map and have
 FC1620.an estimated accuracy of +/- 6 seconds.
 FC1620
 FC1620.The orthometric height was determined by differential leveling
 FC1620.and adjusted by the National Geodetic Survey in June 1991..
 FC1620
 FC1620.The geoid height was determined by GEOID03.
 FC1620
 FC1620.The dynamic height is computed by dividing the NAVD 88
 FC1620.geopotential number by the normal gravity value computed on the
 FC1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1620.degrees latitude (g = 980.6199 gals.).
 FC1620
 FC1620.The modeled gravity was interpolated from observed gravity values.
 FC1620
 FC1620;                    North         East    Units  Estimated Accuracy
 FC1620;SPC TN       -    75,340.      629,460.      MT  (+/- 180 meters Scaled)
 FC1620
 FC1620                          SUPERSEDED SURVEY CONTROL
 FC1620
 FC1620.No superseded survey control is available for this station.
 FC1620
 FC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD206751(NAD 83)
 FC1620_MARKER: I = METAL ROD
 FC1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1620_SP_SET: STAINLESS STEEL ROD
 FC1620_STAMPING: D 293 1983
 FC1620_MARK LOGO: NGS   
 FC1620_PROJECTION: RECESSED 5 CENTIMETERS
 FC1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1620_ROD/PIPE-DEPTH: 14.0 meters
 FC1620
 FC1620  HISTORY     - Date     Condition        Report By
 FC1620  HISTORY     - 1983     MONUMENTED       NGS
 FC1620
 FC1620                          STATION DESCRIPTION
 FC1620
 FC1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1620'3.2 KM (2.0 MI) EAST FROM SOUTH PITTSBURG.
 FC1620'0.1 KM (0.05 MI) NORTH ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH
 FC1620'PITTSBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 3RD STREET, THENCE
 FC1620'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR AVENUE),
 FC1620'THENCE 2.3 KM (1.45 MI) EASTERLY ALONG STATE HIGHWAY 156, AT THE SMALL
 FC1620'COMMUNITY OF NEW HOPE, 5.79 METERS (19.0 FT) NORTH-NORTHEAST OF THE
 FC1620'CENTERLINE OF THE HIGHWAY, 41.14 METERS (135.0 FT) WEST-SOUTHWEST OF A
 FC1620'POWERLINE POLE WITH ONE GUY WIRE, 9.60 METERS (31.5 FT) SOUTHEAST OF
 FC1620'THE CENTER OF A PAVED ROAD LEADING NORTHEAST, 1.73 METERS (5.7 FT)
 FC1620'SOUTHEAST OF THE CENTER OF THE NORTHERNMOST ONE OF TWO TELEPHONE
 FC1620'JUNCTION BOXES, AND 1.06 METERS (3.5 FT) SOUTHEAST OF A POWERLINE POLE
 FC1620'WITH A TRANSFORMER AND ONE GUY WIRE.  NOTE, THE ROD WAS DRIVEN TO
 FC1620'REFUSAL.
 FC1620'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 FC1620'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1642 ***********************************************************************
 FC1642  DESIGNATION -  D 294
 FC1642  PID         -  FC1642
 FC1642  STATE/COUNTY-  TN/HAMILTON
 FC1642  USGS QUAD   -  OOLTEWAH (1976)
 FC1642
 FC1642                         *CURRENT SURVEY CONTROL
 FC1642  ___________________________________________________________________
 FC1642* NAD 83(1986)-  35 04 49.     (N)    085 05 12.     (W)     SCALED    
 FC1642* NAVD 88     -       262.005  (meters)     859.59   (feet)  ADJUSTED  
 FC1642  ___________________________________________________________________
 FC1642  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC1642  DYNAMIC HT  -         261.743 (meters)     858.74  (feet)  COMP
 FC1642  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 FC1642
 FC1642  VERT ORDER  -  FIRST     CLASS II
 FC1642
 FC1642.The horizontal coordinates were scaled from a topographic map and have
 FC1642.an estimated accuracy of +/- 6 seconds.
 FC1642
 FC1642.The orthometric height was determined by differential leveling
 FC1642.and adjusted by the National Geodetic Survey in June 1991..
 FC1642
 FC1642.The geoid height was determined by GEOID03.
 FC1642
 FC1642.The dynamic height is computed by dividing the NAVD 88
 FC1642.geopotential number by the normal gravity value computed on the
 FC1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1642.degrees latitude (g = 980.6199 gals.).
 FC1642
 FC1642.The modeled gravity was interpolated from observed gravity values.
 FC1642
 FC1642;                    North         East    Units  Estimated Accuracy
 FC1642;SPC TN       -    83,260.      683,300.      MT  (+/- 180 meters Scaled)
 FC1642
 FC1642                          SUPERSEDED SURVEY CONTROL
 FC1642
 FC1642.No superseded survey control is available for this station.
 FC1642
 FC1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD744836(NAD 83)
 FC1642_MARKER: I = METAL ROD
 FC1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1642_SP_SET: STAINLESS STEEL ROD
 FC1642_STAMPING: D 294 1983
 FC1642_MARK LOGO: NGS   
 FC1642_PROJECTION: FLUSH
 FC1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1642_ROD/PIPE-DEPTH: 13.4 meters
 FC1642
 FC1642  HISTORY     - Date     Condition        Report By
 FC1642  HISTORY     - 1983     MONUMENTED       NGS
 FC1642
 FC1642                          STATION DESCRIPTION
 FC1642
 FC1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1642'3.0 KM (1.85 MI) WEST FROM OOLTEWAH.
 FC1642'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 11 AND 64 FROM THE
 FC1642'OOLTEWAH CHURCH OF GOD IN OOLTEWAH, THENCE 1.8 KM (1.1 MI) SOUTHWEST
 FC1642'ALONG INTERSTATE HIGHWAY 75, 12.37 METERS (40.6 FT) SOUTH OF THE
 FC1642'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 99.30 METERS
 FC1642'(325.8 FT) EAST OF THE SOUTH STEEL SUPPORT BEAM FOR THE OOLTEWAH
 FC1642'HIGHWAY ROAD SIGN, AND 23.16 METERS (76.0 FT) WEST OF THE CENTER OF
 FC1642'HIGHWAY TURNOUT.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1642'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 FC1642'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1606 ***********************************************************************
 FC1606  CBN         -  This is a Cooperative Base Network Control Station.
 FC1606  DESIGNATION -  D 295
 FC1606  PID         -  FC1606
 FC1606  STATE/COUNTY-  TN/BLOUNT
 FC1606  USGS QUAD   -  TALLASSEE (1985)
 FC1606
 FC1606                         *CURRENT SURVEY CONTROL
 FC1606  ___________________________________________________________________
 FC1606* NAD 83(1995)-  35 36 43.83069(N)    084 05 27.31702(W)     ADJUSTED  
 FC1606* NAVD 88     -       275.802  (meters)     904.86   (feet)  ADJUSTED  
 FC1606  ___________________________________________________________________
 FC1606  X           -     534,452.684 (meters)                     COMP
 FC1606  Y           -  -5,163,789.378 (meters)                     COMP
 FC1606  Z           -   3,693,436.389 (meters)                     COMP
 FC1606  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 FC1606  ELLIP HEIGHT-         245.70  (meters)          (08/03/04) GPS OBS
 FC1606  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC1606  DYNAMIC HT  -         275.539 (meters)     904.00  (feet)  COMP
 FC1606  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FC1606
 FC1606  HORZ ORDER  -  A
 FC1606  VERT ORDER  -  FIRST     CLASS II
 FC1606  ELLP ORDER  -  FOURTH    CLASS I
 FC1606
 FC1606.The horizontal coordinates were established by GPS observations
 FC1606.and adjusted by the National Geodetic Survey in August 2004..
 FC1606
 FC1606.The orthometric height was determined by differential leveling
 FC1606.and adjusted by the National Geodetic Survey in June 1991..
 FC1606
 FC1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1606
 FC1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1606
 FC1606.The ellipsoidal height was determined by GPS observations
 FC1606.and is referenced to NAD 83.
 FC1606
 FC1606.The geoid height was determined by GEOID03.
 FC1606
 FC1606.The dynamic height is computed by dividing the NAVD 88
 FC1606.geopotential number by the normal gravity value computed on the
 FC1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1606.degrees latitude (g = 980.6199 gals.).
 FC1606
 FC1606.The modeled gravity was interpolated from observed gravity values.
 FC1606
 FC1606;                    North         East     Units Scale Factor Converg.
 FC1606;SPC TN       -   143,573.207   772,949.792   MT  0.99995586   +1 07 03.5
 FC1606;SPC TN       -   471,039.76  2,535,919.44   sFT  0.99995586   +1 07 03.5
 FC1606;UTM  16      - 3,944,831.583   763,502.785   MT  1.00045572   +1 41 41.7
 FC1606
 FC1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1606!SPC TN       -   0.99996144  x   0.99995586  =   0.99991730
 FC1606!UTM  16      -   0.99996144  x   1.00045572  =   1.00041714
 FC1606
 FC1606                          SUPERSEDED SURVEY CONTROL
 FC1606
 FC1606  NAVD 88 (08/03/04)  275.80   (m)          904.9    (f) LEVELING    3  
 FC1606  NGVD 29 (12/12/91)  275.918  (m)          905.24   (f) ADJUSTED    1 2
 FC1606
 FC1606.Superseded values are not recommended for survey control.
 FC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1606.See file dsdata.txt to determine how the superseded data were derived.
 FC1606
 FC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6350344832(NAD 83)
 FC1606_MARKER: I = METAL ROD
 FC1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1606_SP_SET: STAINLESS STEEL ROD
 FC1606_STAMPING: D 295 1983
 FC1606_MARK LOGO: NGS   
 FC1606_PROJECTION: FLUSH
 FC1606_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1606+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1606_ROD/PIPE-DEPTH: 6.70 meters
 FC1606
 FC1606  HISTORY     - Date     Condition        Report By
 FC1606  HISTORY     - 1983     MONUMENTED       NGS
 FC1606  HISTORY     - 20031010 GOOD             TNDT
 FC1606
 FC1606                          STATION DESCRIPTION
 FC1606
 FC1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1606'11.2 KM (6.95 MI) NW FROM TALLASSEE.
 FC1606'11.2 KM (6.95 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1606'OFFICE IN TALLASSEE TO THE MARK ON THE RIGHT, AT THE INTERSECTION OF
 FC1606'BRICK MILL ROAD RUNNING NORTHWEST AND SIX MILE ROAD RUNNING SOUTHEAST,
 FC1606'7.68 METERS (25.2 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 FC1606'11.43 METERS (37.5 FT) NORTHWEST OF THE CENTER OF SIX MILE ROAD,
 FC1606'3.90 METERS (12.8 FT) SOUTH-SOUTHWEST OF A HISTORICAL MARKER FOR
 FC1606'ALLEGHANY SPRINGS, 1.00 METER (3.3 FT) SOUTH-SOUTHWEST OF A UTILITY
 FC1606'POLE 91 WITH ONE GUY.
 FC1606'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 FC1606'THE MARK IS 0.30 M BELOW HIGHWAY.
 FC1606
 FC1606                          STATION RECOVERY (2003)
 FC1606
 FC1606'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2115 ***********************************************************************
 FE2115  DESIGNATION -  D 297
 FE2115  PID         -  FE2115
 FE2115  STATE/COUNTY-  TN/MCNAIRY
 FE2115  USGS QUAD   -  GUYS (1983)
 FE2115
 FE2115                         *CURRENT SURVEY CONTROL
 FE2115  ___________________________________________________________________
 FE2115* NAD 83(1986)-  35 02 23.     (N)    088 31 50.     (W)     SCALED    
 FE2115* NAVD 88     -       132.264  (meters)     433.94   (feet)  ADJUSTED  
 FE2115  ___________________________________________________________________
 FE2115  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2115  DYNAMIC HT  -         132.139 (meters)     433.53  (feet)  COMP
 FE2115  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FE2115
 FE2115  VERT ORDER  -  FIRST     CLASS II
 FE2115
 FE2115.The horizontal coordinates were scaled from a topographic map and have
 FE2115.an estimated accuracy of +/- 6 seconds.
 FE2115
 FE2115.The orthometric height was determined by differential leveling
 FE2115.and adjusted by the National Geodetic Survey in June 1991..
 FE2115
 FE2115.The geoid height was determined by GEOID03.
 FE2115
 FE2115.The dynamic height is computed by dividing the NAVD 88
 FE2115.geopotential number by the normal gravity value computed on the
 FE2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2115.degrees latitude (g = 980.6199 gals.).
 FE2115
 FE2115.The modeled gravity was interpolated from observed gravity values.
 FE2115
 FE2115;                    North         East    Units  Estimated Accuracy
 FE2115;SPC TN       -    81,360.      369,120.      MT  (+/- 180 meters Scaled)
 FE2115
 FE2115                          SUPERSEDED SURVEY CONTROL
 FE2115
 FE2115.No superseded survey control is available for this station.
 FE2115
 FE2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD603785(NAD 83)
 FE2115_MARKER: I = METAL ROD
 FE2115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2115_SP_SET: STAINLESS STEEL ROD
 FE2115_STAMPING: D 297 1983
 FE2115_MARK LOGO: NGS   
 FE2115_PROJECTION: FLUSH
 FE2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2115_ROD/PIPE-DEPTH: 6.7  meters
 FE2115
 FE2115  HISTORY     - Date     Condition        Report By
 FE2115  HISTORY     - 1983     MONUMENTED       NGS
 FE2115  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE2115
 FE2115                          STATION DESCRIPTION
 FE2115
 FE2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2115'12.1 KM (7.5 MI) NORTH FROM CORINTH MS.
 FE2115'12.1 KM (7.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2115'CORINTH, MISSISSIPPI TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY AND
 FE2115'SOUTH OF POWERLINE POLE NUMBER 4279 WITH AN ELECTRICAL BOX,
 FE2115'13.90 METERS (45.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE2115'6.49 METERS (21.3 FT) WEST OF THE GUY WIRE ANCHOR FOR A POWERLINE
 FE2115'POLE, AND 0.97 METER (3.2 FT) EAST OF A POWERLINE POLE.
 FE2115'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2115'THE MARK IS 0.3 M BELOW HIGHWAY.
 FE2115
 FE2115                          STATION RECOVERY (2002)
 FE2115
 FE2115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2115'STATION IS SUSPECTED DESTROYED DUE TO NEW HWY 45 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2141 ***********************************************************************
 FE2141  DESIGNATION -  D 298
 FE2141  PID         -  FE2141
 FE2141  STATE/COUNTY-  TN/HARDEMAN
 FE2141  USGS QUAD   -  MIDDLETON (1980)
 FE2141
 FE2141                         *CURRENT SURVEY CONTROL
 FE2141  ___________________________________________________________________
 FE2141* NAD 83(1986)-  35 02 11.     (N)    088 55 41.     (W)     SCALED    
 FE2141* NAVD 88     -       153.912  (meters)     504.96   (feet)  ADJUSTED  
 FE2141  ___________________________________________________________________
 FE2141  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2141  DYNAMIC HT  -         153.766 (meters)     504.48  (feet)  COMP
 FE2141  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FE2141
 FE2141  VERT ORDER  -  FIRST     CLASS II
 FE2141
 FE2141.The horizontal coordinates were scaled from a topographic map and have
 FE2141.an estimated accuracy of +/- 6 seconds.
 FE2141
 FE2141.The orthometric height was determined by differential leveling
 FE2141.and adjusted by the National Geodetic Survey in June 1991..
 FE2141
 FE2141.The geoid height was determined by GEOID03.
 FE2141
 FE2141.The dynamic height is computed by dividing the NAVD 88
 FE2141.geopotential number by the normal gravity value computed on the
 FE2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2141.degrees latitude (g = 980.6199 gals.).
 FE2141
 FE2141.The modeled gravity was interpolated from observed gravity values.
 FE2141
 FE2141;                    North         East    Units  Estimated Accuracy
 FE2141;SPC TN       -    82,000.      332,850.      MT  (+/- 180 meters Scaled)
 FE2141
 FE2141                          SUPERSEDED SURVEY CONTROL
 FE2141
 FE2141.No superseded survey control is available for this station.
 FE2141
 FE2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD241787(NAD 83)
 FE2141_MARKER: I = METAL ROD
 FE2141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2141_SP_SET: STAINLESS STEEL ROD
 FE2141_STAMPING: D 298 1983
 FE2141_MARK LOGO: NGS   
 FE2141_PROJECTION: FLUSH
 FE2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2141+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2141_ROD/PIPE-DEPTH: 8.53 meters
 FE2141
 FE2141  HISTORY     - Date     Condition        Report By
 FE2141  HISTORY     - 1983     MONUMENTED       NGS
 FE2141  HISTORY     - 20020919 GOOD             USACE
 FE2141
 FE2141                          STATION DESCRIPTION
 FE2141
 FE2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2141'5.7 KM (3.55 MI) SW FROM MIDDLETON.
 FE2141'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2141'SOUTHERN RAILROAD IN MIDDLETON, THENCE 3.3 KM (2.05 MI) WEST ALONG
 FE2141'STATE HIGHWAY 57 TO THE MARK ON THE RIGHT, 13.41 METERS (44.0 FT)
 FE2141'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.28 METERS (37.0 FT) WEST OF
 FE2141'A LARGE TREE BEING USED AS A CORNER FENCE POST, 8.59 METERS (28.2 FT)
 FE2141'EAST OF THE WEST GUY WIRE ANCHOR FOR A POWERLINE POLE, 4.51 METERS
 FE2141'(14.8 FT) NORTHEAST OF THE SOUTH GUY WIRE ANCHOR FOR THE POWERLINE
 FE2141'POLE, AND 0.79 METER (2.6 FT) SOUTH OF A POWERLINE POLE WITH A
 FE2141'TRANSFORMER AND TWO GUY WIRES.
 FE2141'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2141'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2141
 FE2141                          STATION RECOVERY (2002)
 FE2141
 FE2141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2141'POWERPOLE AT SITE HAS BEEN REPLACED AND MOVED. MONUMENT NOW 3.0 FT ENE
 FE2141'OF POWERPOLE WITH TRANSFORMER AND NO GUY WIRES. ALL OTHER REFERENCES
 FE2141'OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2167 ***********************************************************************
 FE2167  DESIGNATION -  D 299
 FE2167  PID         -  FE2167
 FE2167  STATE/COUNTY-  TN/FAYETTE
 FE2167  USGS QUAD   -  MOSCOW (1965)
 FE2167
 FE2167                         *CURRENT SURVEY CONTROL
 FE2167  ___________________________________________________________________
 FE2167* NAD 83(1986)-  35 03 41.     (N)    089 23 38.     (W)     SCALED    
 FE2167* NAVD 88     -       118.744  (meters)     389.58   (feet)  ADJUSTED  
 FE2167  ___________________________________________________________________
 FE2167  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2167  DYNAMIC HT  -         118.632 (meters)     389.21  (feet)  COMP
 FE2167  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FE2167
 FE2167  VERT ORDER  -  FIRST     CLASS II
 FE2167
 FE2167.The horizontal coordinates were scaled from a topographic map and have
 FE2167.an estimated accuracy of +/- 6 seconds.
 FE2167
 FE2167.The orthometric height was determined by differential leveling
 FE2167.and adjusted by the National Geodetic Survey in June 1991..
 FE2167
 FE2167.The geoid height was determined by GEOID03.
 FE2167
 FE2167.The dynamic height is computed by dividing the NAVD 88
 FE2167.geopotential number by the normal gravity value computed on the
 FE2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2167.degrees latitude (g = 980.6199 gals.).
 FE2167
 FE2167.The modeled gravity was interpolated from observed gravity values.
 FE2167
 FE2167;                    North         East    Units  Estimated Accuracy
 FE2167;SPC TN       -    86,150.      290,460.      MT  (+/- 180 meters Scaled)
 FE2167
 FE2167                          SUPERSEDED SURVEY CONTROL
 FE2167
 FE2167.No superseded survey control is available for this station.
 FE2167
 FE2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD816824(NAD 83)
 FE2167_MARKER: I = METAL ROD
 FE2167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2167_SP_SET: STAINLESS STEEL ROD
 FE2167_STAMPING: D 299 1983
 FE2167_MARK LOGO: NGS   
 FE2167_PROJECTION: FLUSH
 FE2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2167+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2167_ROD/PIPE-DEPTH: 12.2 meters
 FE2167
 FE2167  HISTORY     - Date     Condition        Report By
 FE2167  HISTORY     - 1983     MONUMENTED       NGS
 FE2167  HISTORY     - 20020924 GOOD             USACE
 FE2167  HISTORY     - 20060506 GOOD             GEOCAC
 FE2167
 FE2167                          STATION DESCRIPTION
 FE2167
 FE2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2167'IN MOSCOW.
 FE2167'IN MOSCOW, 0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 76 FROM THE
 FE2167'JUNCTION OF STATE HIGHWAY 57 TO THE INTERSECTION OF DACUS AVENUE AND
 FE2167'THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 10.09 METERS
 FE2167'(33.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.45 METERS (17.9 FT)
 FE2167'SOUTH OF THE APPROXIMATE CENTER OF THE AVENUE, 0.40 METER (1.3 FT)
 FE2167'WEST OF A CORNER FENCE POST OF A CHAIN LINK FENCE, AND 0.37 METER
 FE2167'(1.2 FT) NORTH OF A CHAIN LINK FENCE.
 FE2167'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2167'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2167
 FE2167                          STATION RECOVERY (2002)
 FE2167
 FE2167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2167'RECOVERED IN GOOD CONDITION.
 FE2167
 FE2167                          STATION RECOVERY (2006)
 FE2167
 FE2167'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2167'RECOVERED AS DESCRIBED.  MARK IS IN THE SOUTHWEST CORNER OF THE
 FE2167'INTERSECTION BETWEEN DACUS STREET AND HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1146 ***********************************************************************
 GC1146  DESIGNATION -  D 3
 GC1146  PID         -  GC1146
 GC1146  STATE/COUNTY-  TN/MONTGOMERY
 GC1146  USGS QUAD   -  SANGO (1984)
 GC1146
 GC1146                         *CURRENT SURVEY CONTROL
 GC1146  ___________________________________________________________________
 GC1146* NAD 83(1986)-  36 36 45.     (N)    087 13 37.     (W)     SCALED    
 GC1146* NAVD 88     -       165.488  (meters)     542.94   (feet)  ADJUSTED  
 GC1146  ___________________________________________________________________
 GC1146  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1146  DYNAMIC HT  -         165.354 (meters)     542.50  (feet)  COMP
 GC1146  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GC1146
 GC1146  VERT ORDER  -  FIRST     CLASS II
 GC1146
 GC1146.The horizontal coordinates were scaled from a topographic map and have
 GC1146.an estimated accuracy of +/- 6 seconds.
 GC1146
 GC1146.The orthometric height was determined by differential leveling
 GC1146.and adjusted by the National Geodetic Survey in June 1991..
 GC1146
 GC1146.The geoid height was determined by GEOID03.
 GC1146
 GC1146.The dynamic height is computed by dividing the NAVD 88
 GC1146.geopotential number by the normal gravity value computed on the
 GC1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1146.degrees latitude (g = 980.6199 gals.).
 GC1146
 GC1146.The modeled gravity was interpolated from observed gravity values.
 GC1146
 GC1146;                    North         East    Units  Estimated Accuracy
 GC1146;SPC TN       -   253,570.      490,230.      MT  (+/- 180 meters Scaled)
 GC1146
 GC1146                          SUPERSEDED SURVEY CONTROL
 GC1146
 GC1146  NGVD 29 (??/??/92)  165.562  (m)          543.18   (f) ADJ UNCH    1 2
 GC1146
 GC1146.Superseded values are not recommended for survey control.
 GC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1146.See file dsdata.txt to determine how the superseded data were derived.
 GC1146
 GC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF797519(NAD 83)
 GC1146_MARKER: DB = BENCH MARK DISK
 GC1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1146_STAMPING: D 3 1921
 GC1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1146+STABILITY: SURFACE MOTION
 GC1146
 GC1146  HISTORY     - Date     Condition        Report By
 GC1146  HISTORY     - 1921     MONUMENTED       CGS
 GC1146  HISTORY     - 1954     GOOD             NGS
 GC1146  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1146
 GC1146                          STATION DESCRIPTION
 GC1146
 GC1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1146'5 MI NE FROM ST BETHLEHEM.
 GC1146'4.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1146'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1146'438 YARDS SOUTHWEST OF MILE POST 168, ABOUT 230 YARDS SOUTHWEST OF
 GC1146'THE ROAD CROSSING AT BELDON (HAMPTON STATION), 21 FEET SOUTHEAST
 GC1146'OF THE SOUTHEAST RAIL, 38 FEET SOUTH OF CENTER OF A PRIVATE ROAD
 GC1146'LEADING TO A HOUSE NORTHWEST OF TRACK, 106 FEET SOUTHEAST AND
 GC1146'ACROSS TRACK FROM THE EAST CORNER OF HOUSE AND 3 1/2 FEET SOUTHWEST
 GC1146'OF THE EXTENDED NORTHEAST FACE OF HOUSE, 7 FEET NORTHEAST OF THE
 GC1146'5TH TELEPHONE POLE SOUTHWEST OF CROSSING, ABOUT 2 FEET BELOW
 GC1146'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1146'3 INCHES.
 GC1146
 GC1146                          STATION RECOVERY (1984)
 GC1146
 GC1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1146'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0715 ***********************************************************************
 FD0715  DESIGNATION -  D 30
 FD0715  PID         -  FD0715
 FD0715  STATE/COUNTY-  TN/MAURY
 FD0715  USGS QUAD   -  COLUMBIA (1989)
 FD0715
 FD0715                         *CURRENT SURVEY CONTROL
 FD0715  ___________________________________________________________________
 FD0715* NAD 83(1986)-  35 35 59.     (N)    087 01 40.     (W)     SCALED    
 FD0715* NAVD 88     -       205.944  (meters)     675.67   (feet)  ADJUSTED  
 FD0715  ___________________________________________________________________
 FD0715  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0715  DYNAMIC HT  -         205.762 (meters)     675.07  (feet)  COMP
 FD0715  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 FD0715
 FD0715  VERT ORDER  -  FIRST     CLASS II
 FD0715
 FD0715.The horizontal coordinates were scaled from a topographic map and have
 FD0715.an estimated accuracy of +/- 6 seconds.
 FD0715
 FD0715.The orthometric height was determined by differential leveling
 FD0715.and adjusted by the National Geodetic Survey in June 1991..
 FD0715
 FD0715.The geoid height was determined by GEOID03.
 FD0715
 FD0715.The dynamic height is computed by dividing the NAVD 88
 FD0715.geopotential number by the normal gravity value computed on the
 FD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0715.degrees latitude (g = 980.6199 gals.).
 FD0715
 FD0715.The modeled gravity was interpolated from observed gravity values.
 FD0715
 FD0715;                    North         East    Units  Estimated Accuracy
 FD0715;SPC TN       -   140,990.      506,870.      MT  (+/- 180 meters Scaled)
 FD0715
 FD0715                          SUPERSEDED SURVEY CONTROL
 FD0715
 FD0715  NGVD 29 (??/??/92)  205.924  (m)          675.60   (f) ADJ UNCH    1 2
 FD0715
 FD0715.Superseded values are not recommended for survey control.
 FD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0715.See file dsdata.txt to determine how the superseded data were derived.
 FD0715
 FD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE974395(NAD 83)
 FD0715_MARKER: DB = BENCH MARK DISK
 FD0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0715_STAMPING: D 30 1934
 FD0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0715+STABILITY: SURFACE MOTION
 FD0715
 FD0715  HISTORY     - Date     Condition        Report By
 FD0715  HISTORY     - 1934     MONUMENTED       CGS
 FD0715  HISTORY     - 1958     GOOD             NGS
 FD0715  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0715
 FD0715                          STATION DESCRIPTION
 FD0715
 FD0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FD0715'0.7 MI SE FROM COLUMBIA.
 FD0715'0.7 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0715'FROM THE STATION AT COLUMBIA, AT A PRIVATE ROAD CROSSING, 2
 FD0715'RAILS NORTH OF A GRADE CROSSING, 35 FEET EAST OF THE CENTERLINE
 FD0715'OF THE TRACK, 127 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 FD0715'OF A 2-STORY HOUSE WITH A RED METAL ROOF, 68 FEET NORTH OF
 FD0715'THE CENTER OF THE CROSSING, 68 FEET NORTHWEST OF POWER POLE
 FD0715'12/0, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET
 FD0715'WEST-NORTHWEST OF A 15-INCH BLACK WALNUT TREE, 2 FEET EAST OF A
 FD0715'FENCE CORNER, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FD0715'ABOUT 1-1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0715'POST.  A STANDARD DISK, STAMPED D 30 1934.
 FD0715
 FD0715                          STATION RECOVERY (1984)
 FD0715
 FD0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0715'SEARCHED FOR BUT NOT RECOVERED.  A NEW FENCE HAS BEEN PUT IN POSSIBLY
 FD0715'DISTURBING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2157 ***********************************************************************
 FE2157  DESIGNATION -  D 300
 FE2157  PID         -  FE2157
 FE2157  STATE/COUNTY-  TN/HARDEMAN
 FE2157  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2157
 FE2157                         *CURRENT SURVEY CONTROL
 FE2157  ___________________________________________________________________
 FE2157* NAD 83(1986)-  35 02 59.     (N)    089 11 09.     (W)     SCALED    
 FE2157* NAVD 88     -       176.548  (meters)     579.22   (feet)  ADJUSTED  
 FE2157  ___________________________________________________________________
 FE2157  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2157  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 FE2157  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE2157
 FE2157  VERT ORDER  -  FIRST     CLASS II
 FE2157
 FE2157.The horizontal coordinates were scaled from a topographic map and have
 FE2157.an estimated accuracy of +/- 6 seconds.
 FE2157
 FE2157.The orthometric height was determined by differential leveling
 FE2157.and adjusted by the National Geodetic Survey in June 1991..
 FE2157
 FE2157.The geoid height was determined by GEOID03.
 FE2157
 FE2157.The dynamic height is computed by dividing the NAVD 88
 FE2157.geopotential number by the normal gravity value computed on the
 FE2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2157.degrees latitude (g = 980.6199 gals.).
 FE2157
 FE2157.The modeled gravity was interpolated from observed gravity values.
 FE2157
 FE2157;                    North         East    Units  Estimated Accuracy
 FE2157;SPC TN       -    84,220.      309,390.      MT  (+/- 180 meters Scaled)
 FE2157
 FE2157                          SUPERSEDED SURVEY CONTROL
 FE2157
 FE2157.No superseded survey control is available for this station.
 FE2157
 FE2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD006807(NAD 83)
 FE2157_MARKER: I = METAL ROD
 FE2157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2157_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2157_STAMPING: D 300 1983
 FE2157_MARK LOGO: NGS   
 FE2157_PROJECTION: RECESSED 3 CENTIMETERS
 FE2157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2157+STABILITY: POSITION/ELEVATION WELL
 FE2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2157+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE2157_ROD/PIPE-DEPTH: 13.4 meters
 FE2157_SLEEVE-DEPTH  : 6.09 meters
 FE2157
 FE2157  HISTORY     - Date     Condition        Report By
 FE2157  HISTORY     - 1983     MONUMENTED       NGS
 FE2157  HISTORY     - 20020923 GOOD             USACE
 FE2157  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 FE2157
 FE2157                          STATION DESCRIPTION
 FE2157
 FE2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2157'IN GRAND JUNCTION.
 FE2157'IN GRAND JUNCTION, SET BETWEEN THE TWO SOUTH LEGS OF THE OLD WATER
 FE2157'TOWER, 59.13 METERS (194.0 FT) SOUTH OF THE CENTERLINE OF STATE
 FE2157'HIGHWAY 57, 35.36 METERS (116.0 FT) NORTHWEST OF THE NORTHWEST CORNER
 FE2157'OF THE POST OFFICE, 5.18 METERS (17.0 FT) SOUTH OF THE STANDPIPE,
 FE2157'3.90 METERS (12.8 FT) EAST OF THE EAST CORNER OF THE CONCRETE
 FE2157'FOUNDATION OF THE SOUTHWEST LEG, AND 2.68 METERS (8.8 FT) WEST OF THE
 FE2157'WEST CORNER OF THE FOUNDATION OF THE SOUTHEAST LEG.
 FE2157'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 FE2157'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2157
 FE2157                          STATION RECOVERY (2002)
 FE2157
 FE2157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2157'RECOVERED IN GOOD CONDITION.
 FE2157
 FE2157                          STATION RECOVERY (2004)
 FE2157
 FE2157'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2157'COULD NOT GET INTO FENCED AND LOCKED AREA AROUND BASE OF WATER TOWER.
 FE2157' 
 FE2157'USING BINOCULARS I WAS UNABLE TO SEE IF MARK IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1354 ***********************************************************************
 FD1354  DESIGNATION -  D 301
 FD1354  PID         -  FD1354
 FD1354  STATE/COUNTY-  TN/LAWRENCE
 FD1354  USGS QUAD   -  ST JOSEPH (1976)
 FD1354
 FD1354                         *CURRENT SURVEY CONTROL
 FD1354  ___________________________________________________________________
 FD1354* NAD 83(1986)-  35 01 56.     (N)    087 32 47.     (W)     SCALED    
 FD1354* NAVD 88     -       200.494  (meters)     657.79   (feet)  ADJUSTED  
 FD1354  ___________________________________________________________________
 FD1354  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1354  DYNAMIC HT  -         200.305 (meters)     657.17  (feet)  COMP
 FD1354  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FD1354
 FD1354  VERT ORDER  -  FIRST     CLASS II
 FD1354
 FD1354.The horizontal coordinates were scaled from a topographic map and have
 FD1354.an estimated accuracy of +/- 6 seconds.
 FD1354
 FD1354.The orthometric height was determined by differential leveling
 FD1354.and adjusted by the National Geodetic Survey in June 1991..
 FD1354
 FD1354.The geoid height was determined by GEOID03.
 FD1354
 FD1354.The dynamic height is computed by dividing the NAVD 88
 FD1354.geopotential number by the normal gravity value computed on the
 FD1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1354.degrees latitude (g = 980.6199 gals.).
 FD1354
 FD1354.The modeled gravity was interpolated from observed gravity values.
 FD1354
 FD1354;                    North         East    Units  Estimated Accuracy
 FD1354;SPC TN       -    78,660.      458,890.      MT  (+/- 180 meters Scaled)
 FD1354
 FD1354                          SUPERSEDED SURVEY CONTROL
 FD1354
 FD1354.No superseded survey control is available for this station.
 FD1354
 FD1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD501767(NAD 83)
 FD1354_MARKER: DB = BENCH MARK DISK
 FD1354_SETTING: 66 = SET IN ROCK OUTCROP
 FD1354_SP_SET: ROCK OUTCROP
 FD1354_STAMPING: D 301 1983
 FD1354_MARK LOGO: NGS   
 FD1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1354+STABILITY: POSITION/ELEVATION WELL
 FD1354
 FD1354  HISTORY     - Date     Condition        Report By
 FD1354  HISTORY     - 1983     MONUMENTED       NGS
 FD1354
 FD1354                          STATION DESCRIPTION
 FD1354
 FD1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1354'3.7 KM (2.3 MI) EAST FROM IRON CITY.
 FD1354'0.2 KM (0.15 MI) NORTH ALONG SOUTH WALNUT STREET FROM THE POST OFFICE
 FD1354'IN IRON CITY TO A FORK IN THE ROAD, THENCE 0.1 KM (0.05 MI) NORTHEAST
 FD1354'AT THE FORK TO THE JUNCTION OF IRON CITY ROAD, THENCE 3.4 KM (2.1 MI)
 FD1354'EAST ALONG IRON CITY ROAD TO THE MARK ON THE RIGHT, A DISK SET IN
 FD1354'BEDROCK, ALSO, 0.1 KM (0.05 MI) WEST ALONG WALNUT STREET FROM THE POST
 FD1354'OFFICE IN ST. JOSEPH TO THE JUNCTION OF MAIN STREET, THENCE 0.2 KM
 FD1354'(0.1 MI) NORTH ALONG MAIN STREET TO THE JUNCTION OF IRON CITY ROAD,
 FD1354'THENCE 4.3 KM (2.65 MI) WEST ALONG IRON CITY ROAD TO THE MARK ON THE
 FD1354'LEFT, 10.18 METERS (33.4 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 FD1354'20.97 METERS (68.8 FT) NORTH-NORTHWEST CORNER OF A ONE LEVEL WOODEN
 FD1354'HOUSE, 17.93 METERS (55.9 FT) WEST OF THE APPROXIMATE CENTER OF A
 FD1354'WOODEN BRIDGE OVER THE PINHOOK BRANCH CREEK.  NOTE, SET ON THE
 FD1354'NORTHWEST BANK OF A SMALL STREAM (PINHOOK BRANCH).
 FD1354'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 FD1354'THE MARK IS 0.61 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1387 ***********************************************************************
 FD1387  DESIGNATION -  D 302
 FD1387  PID         -  FD1387
 FD1387  STATE/COUNTY-  TN/MAURY
 FD1387  USGS QUAD   -  GODWIN (1988)
 FD1387
 FD1387                         *CURRENT SURVEY CONTROL
 FD1387  ___________________________________________________________________
 FD1387* NAD 83(1986)-  35 40 14.     (N)    087 00 16.     (W)     SCALED    
 FD1387* NAVD 88     -       186.499  (meters)     611.87   (feet)  ADJUSTED  
 FD1387  ___________________________________________________________________
 FD1387  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD1387  DYNAMIC HT  -         186.334 (meters)     611.33  (feet)  COMP
 FD1387  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FD1387
 FD1387  VERT ORDER  -  FIRST     CLASS II
 FD1387
 FD1387.The horizontal coordinates were scaled from a topographic map and have
 FD1387.an estimated accuracy of +/- 6 seconds.
 FD1387
 FD1387.The orthometric height was determined by differential leveling
 FD1387.and adjusted by the National Geodetic Survey in June 1991..
 FD1387
 FD1387.The geoid height was determined by GEOID03.
 FD1387
 FD1387.The dynamic height is computed by dividing the NAVD 88
 FD1387.geopotential number by the normal gravity value computed on the
 FD1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1387.degrees latitude (g = 980.6199 gals.).
 FD1387
 FD1387.The modeled gravity was interpolated from observed gravity values.
 FD1387
 FD1387;                    North         East    Units  Estimated Accuracy
 FD1387;SPC TN       -   148,830.      509,070.      MT  (+/- 180 meters Scaled)
 FD1387
 FD1387                          SUPERSEDED SURVEY CONTROL
 FD1387
 FD1387.No superseded survey control is available for this station.
 FD1387
 FD1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995474(NAD 83)
 FD1387_MARKER: I = METAL ROD
 FD1387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1387_SP_SET: STAINLESS STEEL ROD
 FD1387_STAMPING: D 302 1984
 FD1387_MARK LOGO: NGS   
 FD1387_PROJECTION: FLUSH
 FD1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1387_ROD/PIPE-DEPTH: 9.75 meters
 FD1387
 FD1387  HISTORY     - Date     Condition        Report By
 FD1387  HISTORY     - 1984     MONUMENTED       NGS
 FD1387
 FD1387                          STATION DESCRIPTION
 FD1387
 FD1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1387'7.6 KM (4.7 MI) NORTH FROM COLUMBIA.
 FD1387'0.5 KM EAST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN COLUMBIA,
 FD1387'THENCE 7.1 KM (4.4 MI) NORTH ALONG U.S. HIGHWAY 31 TO THE INTERSECTION
 FD1387'OF CARTERS CREEK PIKE AND THE MARK ON THE LEFT, 13.96 METERS (45.8 FT)
 FD1387'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 FD1387'12.25 METERS (40.2 FT) NORTH OF THE CENTERLINE OF CARTERS CREEK PIKE,
 FD1387'2.53 METERS (8.3 FT) WEST OF THE EAST GUY WIRE ANCHOR FOR A POWERLINE
 FD1387'POLE, AND 2.19 METERS (7.2 FT) EAST OF A POWERLINE POLE WITH 2 GUY
 FD1387'WIRES.
 FD1387'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1371 ***********************************************************************
 FD1371  DESIGNATION -  D 303
 FD1371  PID         -  FD1371
 FD1371  STATE/COUNTY-  TN/LAWRENCE
 FD1371  USGS QUAD   -  SUMMERTOWN (1976)
 FD1371
 FD1371                         *CURRENT SURVEY CONTROL
 FD1371  ___________________________________________________________________
 FD1371* NAD 83(1986)-  35 26 22.     (N)    087 17 25.     (W)     SCALED    
 FD1371* NAVD 88     -       313.036  (meters)    1027.02   (feet)  ADJUSTED  
 FD1371  ___________________________________________________________________
 FD1371  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1371  DYNAMIC HT  -         312.747 (meters)    1026.07  (feet)  COMP
 FD1371  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FD1371
 FD1371  VERT ORDER  -  FIRST     CLASS II
 FD1371
 FD1371.The horizontal coordinates were scaled from a topographic map and have
 FD1371.an estimated accuracy of +/- 6 seconds.
 FD1371
 FD1371.The orthometric height was determined by differential leveling
 FD1371.and adjusted by the National Geodetic Survey in June 1991..
 FD1371
 FD1371.The geoid height was determined by GEOID03.
 FD1371
 FD1371.The dynamic height is computed by dividing the NAVD 88
 FD1371.geopotential number by the normal gravity value computed on the
 FD1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1371.degrees latitude (g = 980.6199 gals.).
 FD1371
 FD1371.The modeled gravity was interpolated from observed gravity values.
 FD1371
 FD1371;                    North         East    Units  Estimated Accuracy
 FD1371;SPC TN       -   123,500.      482,850.      MT  (+/- 180 meters Scaled)
 FD1371
 FD1371                          SUPERSEDED SURVEY CONTROL
 FD1371
 FD1371.No superseded survey control is available for this station.
 FD1371
 FD1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE736218(NAD 83)
 FD1371_MARKER: I = METAL ROD
 FD1371_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1371_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1371_STAMPING: D 303 1984
 FD1371_MARK LOGO: NGS   
 FD1371_PROJECTION: RECESSED 3 CENTIMETERS
 FD1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1371+STABILITY: POSITION/ELEVATION WELL
 FD1371_ROD/PIPE-DEPTH: 7.47 meters
 FD1371_SLEEVE-DEPTH  : 6.09 meters
 FD1371
 FD1371  HISTORY     - Date     Condition        Report By
 FD1371  HISTORY     - 1984     MONUMENTED       NGS
 FD1371
 FD1371                          STATION DESCRIPTION
 FD1371
 FD1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1371'1.5 KM (0.95 MI) EAST FROM SUMMERTOWN.
 FD1371'1.5 KM (0.95 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1371'SUMMERTOWN TO THE JUNCTION OF STATE HIGHWAY 20 NORTH, SET AT A
 FD1371'TRIANGLE IN THE ROAD BY A LARGE WAR MEMORIAL MONUMENT, 25.75 METERS
 FD1371'(84.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.88 METERS
 FD1371'(19.3 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE TRIANGLE,
 FD1371'10.91 METERS (35.8 FT) SOUTHWEST OF THE CENTER OF THE TOP STEP OF TWO
 FD1371'STEPS LEADING TO THE MONUMENT ON THE NORTHEAST SIDE OF THE TRIANGLE,
 FD1371'9.14 METERS (30.0 FT) WEST OF A LONE LARGE TREE, AND 2.89 METERS
 FD1371'(9.5 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE BASE OF THE MONUMENT.
 FD1371'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1975 ***********************************************************************
 GC1975  DESIGNATION -  D 304
 GC1975  PID         -  GC1975
 GC1975  STATE/COUNTY-  TN/DAVIDSON
 GC1975  USGS QUAD   -  SCOTTSBORO (1983)
 GC1975
 GC1975                         *CURRENT SURVEY CONTROL
 GC1975  ___________________________________________________________________
 GC1975* NAD 83(1986)-  36 12 37.     (N)    086 53 04.     (W)     SCALED    
 GC1975* NAVD 88     -       145.077  (meters)     475.97   (feet)  ADJUSTED  
 GC1975  ___________________________________________________________________
 GC1975  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1975  DYNAMIC HT  -         144.952 (meters)     475.56  (feet)  COMP
 GC1975  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC1975
 GC1975  VERT ORDER  -  FIRST     CLASS II
 GC1975
 GC1975.The horizontal coordinates were scaled from a topographic map and have
 GC1975.an estimated accuracy of +/- 6 seconds.
 GC1975
 GC1975.The orthometric height was determined by differential leveling
 GC1975.and adjusted by the National Geodetic Survey in June 1991..
 GC1975
 GC1975.The geoid height was determined by GEOID03.
 GC1975
 GC1975.The dynamic height is computed by dividing the NAVD 88
 GC1975.geopotential number by the normal gravity value computed on the
 GC1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1975.degrees latitude (g = 980.6199 gals.).
 GC1975
 GC1975.The modeled gravity was interpolated from observed gravity values.
 GC1975
 GC1975;                    North         East    Units  Estimated Accuracy
 GC1975;SPC TN       -   208,610.      520,470.      MT  (+/- 180 meters Scaled)
 GC1975
 GC1975                          SUPERSEDED SURVEY CONTROL
 GC1975
 GC1975.No superseded survey control is available for this station.
 GC1975
 GC1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF103072(NAD 83)
 GC1975_MARKER: DB = BENCH MARK DISK
 GC1975_SETTING: 66 = SET IN ROCK OUTCROP
 GC1975_SP_SET: ROCK OUTCROP
 GC1975_STAMPING: D 304 1984
 GC1975_MARK LOGO: NGS   
 GC1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1975+STABILITY: POSITION/ELEVATION WELL
 GC1975
 GC1975  HISTORY     - Date     Condition        Report By
 GC1975  HISTORY     - 1984     MONUMENTED       NGS
 GC1975
 GC1975                          STATION DESCRIPTION
 GC1975
 GC1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1975'6.1 KM (3.8 MI) NW FROM NASHVILLE.
 GC1975'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1975'NORTHWEST END OF THE BRIDGE OVER CUMBERLAND RIVER IN NASHVILLE, THENCE
 GC1975'5.0 KM (3.1 MI) WEST ALONG STATE HIGHWAY 12 TO THE MARK ON THE LEFT, A
 GC1975'DISK SET IN BEDROCK, 20.97 METERS (68.8 FT) SOUTH OF THE CENTERLINE OF
 GC1975'THE HIGHWAY, 12.16 METERS (39.9 FT) NORTH OF A LONE PINE TREE, AND
 GC1975'8.66 METERS (28.4 FT) WEST-NORTHWEST OF THE LARGEST PINE TREE IN THE
 GC1975'IMMEDIATE AREA.
 GC1975'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 GC1975'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1999 ***********************************************************************
 GC1999  DESIGNATION -  D 305
 GC1999  PID         -  GC1999
 GC1999  STATE/COUNTY-  TN/CHEATHAM
 GC1999  USGS QUAD   -  HENRIETTA (1983)
 GC1999
 GC1999                         *CURRENT SURVEY CONTROL
 GC1999  ___________________________________________________________________
 GC1999* NAD 83(1986)-  36 24 04.     (N)    087 12 12.     (W)     SCALED    
 GC1999* NAVD 88     -       187.882  (meters)     616.41   (feet)  ADJUSTED  
 GC1999  ___________________________________________________________________
 GC1999  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1999  DYNAMIC HT  -         187.724 (meters)     615.89  (feet)  COMP
 GC1999  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC1999
 GC1999  VERT ORDER  -  FIRST     CLASS II
 GC1999
 GC1999.The horizontal coordinates were scaled from a topographic map and have
 GC1999.an estimated accuracy of +/- 6 seconds.
 GC1999
 GC1999.The orthometric height was determined by differential leveling
 GC1999.and adjusted by the National Geodetic Survey in June 1991..
 GC1999
 GC1999.The geoid height was determined by GEOID03.
 GC1999
 GC1999.The dynamic height is computed by dividing the NAVD 88
 GC1999.geopotential number by the normal gravity value computed on the
 GC1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1999.degrees latitude (g = 980.6199 gals.).
 GC1999
 GC1999.The modeled gravity was interpolated from observed gravity values.
 GC1999
 GC1999;                    North         East    Units  Estimated Accuracy
 GC1999;SPC TN       -   230,090.      492,060.      MT  (+/- 180 meters Scaled)
 GC1999
 GC1999                          SUPERSEDED SURVEY CONTROL
 GC1999
 GC1999.No superseded survey control is available for this station.
 GC1999
 GC1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF817284(NAD 83)
 GC1999_MARKER: DB = BENCH MARK DISK
 GC1999_SETTING: 66 = SET IN ROCK OUTCROP
 GC1999_SP_SET: ROCK OUTCROP
 GC1999_STAMPING: D 305 1984
 GC1999_MARK LOGO: NGS   
 GC1999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1999+STABILITY: POSITION/ELEVATION WELL
 GC1999
 GC1999  HISTORY     - Date     Condition        Report By
 GC1999  HISTORY     - 1984     MONUMENTED       NGS
 GC1999
 GC1999                          STATION DESCRIPTION
 GC1999
 GC1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1999'9.5 KM (5.9 MI) NW FROM CHEAP HILL.
 GC1999'9.5 KM (5.9 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1999'IN CHEAP HILL TO THE MARK ON THE RIGHT, SET IN THE LOWEST LEVEL OF AND
 GC1999'ON THE SOUTHWEST SIDE OF A ROCK FORMATION IN A PASTURE OF ROCK
 GC1999'OUTCROP, 69.22 METERS (227.1 FT) EAST OF THE CENTERLINE OF THE
 GC1999'HIGHWAY, AND 1.19 METERS (3.9 FT) NORTH OF THE SOUTH EDGE OF A 5.0 BY
 GC1999'3.0 FOOT ROCK.
 GC1999'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 GC1999'THE MARK IS 0.15 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1205 ***********************************************************************
 FD1205  DESIGNATION -  D 31
 FD1205  PID         -  FD1205
 FD1205  STATE/COUNTY-  TN/PERRY
 FD1205  USGS QUAD   -  LINDEN (1968)
 FD1205
 FD1205                         *CURRENT SURVEY CONTROL
 FD1205  ___________________________________________________________________
 FD1205* NAD 83(1986)-  35 35 18.     (N)    087 48 50.     (W)     SCALED    
 FD1205* NAVD 88     -       240.266  (meters)     788.27   (feet)  ADJUSTED  
 FD1205  ___________________________________________________________________
 FD1205  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1205  DYNAMIC HT  -         240.048 (meters)     787.56  (feet)  COMP
 FD1205  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 FD1205
 FD1205  VERT ORDER  -  FIRST     CLASS II
 FD1205
 FD1205.The horizontal coordinates were scaled from a topographic map and have
 FD1205.an estimated accuracy of +/- 6 seconds.
 FD1205
 FD1205.The orthometric height was determined by differential leveling
 FD1205.and adjusted by the National Geodetic Survey in June 1991..
 FD1205
 FD1205.The geoid height was determined by GEOID03.
 FD1205
 FD1205.The dynamic height is computed by dividing the NAVD 88
 FD1205.geopotential number by the normal gravity value computed on the
 FD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1205.degrees latitude (g = 980.6199 gals.).
 FD1205
 FD1205.The modeled gravity was interpolated from observed gravity values.
 FD1205
 FD1205;                    North         East    Units  Estimated Accuracy
 FD1205;SPC TN       -   140,760.      435,620.      MT  (+/- 180 meters Scaled)
 FD1205
 FD1205                          SUPERSEDED SURVEY CONTROL
 FD1205
 FD1205  NGVD 29 (??/??/92)  240.259  (m)          788.25   (f) ADJ UNCH    1 2
 FD1205
 FD1205.Superseded values are not recommended for survey control.
 FD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1205.See file dsdata.txt to determine how the superseded data were derived.
 FD1205
 FD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE262385(NAD 83)
 FD1205_MARKER: DB = BENCH MARK DISK
 FD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1205_STAMPING: D 31 1934
 FD1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1205+STABILITY: SURFACE MOTION
 FD1205
 FD1205  HISTORY     - Date     Condition        Report By
 FD1205  HISTORY     - 1934     MONUMENTED       CGS
 FD1205  HISTORY     - 1949     GOOD             NGS
 FD1205  HISTORY     - 1974     POOR             TVA
 FD1205
 FD1205                          STATION DESCRIPTION
 FD1205
 FD1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1205'3.2 MI SE FROM LINDEN.
 FD1205'ABOUT 3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1205'HOUSE AT LINDEN, ABOUT 0.1 MILE WEST OF THE TOP OF A LONG GRADE,
 FD1205'128 YARDS WEST-NORTHWEST OF THE Y JUNCTION OF A GRAVEL ROAD SOUTH
 FD1205'AND UPHILL, 43 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FD1205'35.5 FEET WEST-NORTHWEST OF THE WEST END POST OF A ROW OF GUARD
 FD1205'RAIL POSTS, 34 FEET SOUTHWEST OF A 4-INCH OAK TREE, 1 1/2 FEET
 FD1205'NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY
 FD1205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1205
 FD1205                          STATION RECOVERY (1974)
 FD1205
 FD1205'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1205'ADD TO DESCRIPTION-- 18.3 FT S 55 W. TO POWER-P. 17.3 FT. N 45 E TO 4
 FD1205'IN. WHITE OAK 43.0 FT. S 85 W TO 10 IN. RED OAK POST AND SIGN SET AT
 FD1205'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1485 ***********************************************************************
 FC1485  DESIGNATION -  D 32
 FC1485  PID         -  FC1485
 FC1485  STATE/COUNTY-  TN/WARREN
 FC1485  USGS QUAD   -  MC MINNVILLE (1984)
 FC1485
 FC1485                         *CURRENT SURVEY CONTROL
 FC1485  ___________________________________________________________________
 FC1485* NAD 83(1986)-  35 42 30.     (N)    085 51 46.     (W)     SCALED    
 FC1485* NAVD 88     -       331.717  (meters)    1088.31   (feet)  ADJUSTED  
 FC1485  ___________________________________________________________________
 FC1485  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1485  DYNAMIC HT  -         331.409 (meters)    1087.30  (feet)  COMP
 FC1485  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FC1485
 FC1485  VERT ORDER  -  SECOND    CLASS 0
 FC1485
 FC1485.The horizontal coordinates were scaled from a topographic map and have
 FC1485.an estimated accuracy of +/- 6 seconds.
 FC1485
 FC1485.The orthometric height was determined by differential leveling
 FC1485.and adjusted by the National Geodetic Survey in June 1991..
 FC1485
 FC1485.The geoid height was determined by GEOID03.
 FC1485
 FC1485.The dynamic height is computed by dividing the NAVD 88
 FC1485.geopotential number by the normal gravity value computed on the
 FC1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1485.degrees latitude (g = 980.6199 gals.).
 FC1485
 FC1485.The modeled gravity was interpolated from observed gravity values.
 FC1485
 FC1485;                    North         East    Units  Estimated Accuracy
 FC1485;SPC TN       -   152,560.      612,420.      MT  (+/- 180 meters Scaled)
 FC1485
 FC1485                          SUPERSEDED SURVEY CONTROL
 FC1485
 FC1485.No superseded survey control is available for this station.
 FC1485
 FC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE028521(NAD 83)
 FC1485_MARKER: DB = BENCH MARK DISK
 FC1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1485_STAMPING: D 32 1934
 FC1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1485+STABILITY: SURFACE MOTION
 FC1485
 FC1485  HISTORY     - Date     Condition        Report By
 FC1485  HISTORY     - 1934     MONUMENTED       CGS
 FC1485  HISTORY     - 1935     GOOD             NGS
 FC1485
 FC1485                          STATION DESCRIPTION
 FC1485
 FC1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1485'5.7 MI W FROM MC MINNVILLE.
 FC1485'5.7 MILES WEST ALONG STATE HIGHWAY 1 FROM THE PUBLIC SQUARE AT
 FC1485'MC MINNVILLE, WARREN COUNTY, 34 FEET EAST OF THE H.L. MELTON
 FC1485'STORE IN 1935, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1485'AND 1 FOOT WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED D 32
 FC1485'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0037 ***********************************************************************
 FD0037  DESIGNATION -  D 33
 FD0037  PID         -  FD0037
 FD0037  STATE/COUNTY-  TN/BEDFORD
 FD0037  USGS QUAD   -  WARTRACE (1980)
 FD0037
 FD0037                         *CURRENT SURVEY CONTROL
 FD0037  ___________________________________________________________________
 FD0037* NAD 83(1986)-  35 31 30.     (N)    086 20 02.     (W)     SCALED    
 FD0037* NAVD 88     -       250.210  (meters)     820.90   (feet)  ADJUSTED  
 FD0037  ___________________________________________________________________
 FD0037  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0037  DYNAMIC HT  -         249.979 (meters)     820.14  (feet)  COMP
 FD0037  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FD0037
 FD0037  VERT ORDER  -  SECOND    CLASS 0
 FD0037
 FD0037.The horizontal coordinates were scaled from a topographic map and have
 FD0037.an estimated accuracy of +/- 6 seconds.
 FD0037
 FD0037.The orthometric height was determined by differential leveling
 FD0037.and adjusted by the National Geodetic Survey in June 1991..
 FD0037
 FD0037.The geoid height was determined by GEOID03.
 FD0037
 FD0037.The dynamic height is computed by dividing the NAVD 88
 FD0037.geopotential number by the normal gravity value computed on the
 FD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0037.degrees latitude (g = 980.6199 gals.).
 FD0037
 FD0037.The modeled gravity was interpolated from observed gravity values.
 FD0037
 FD0037;                    North         East    Units  Estimated Accuracy
 FD0037;SPC TN       -   132,270.      569,720.      MT  (+/- 180 meters Scaled)
 FD0037
 FD0037                          SUPERSEDED SURVEY CONTROL
 FD0037
 FD0037  NGVD 29 (??/??/92)  250.209  (m)          820.89   (f) ADJ UNCH    2 0
 FD0037
 FD0037.Superseded values are not recommended for survey control.
 FD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0037.See file dsdata.txt to determine how the superseded data were derived.
 FD0037
 FD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE603314(NAD 83)
 FD0037_MARKER: DB = BENCH MARK DISK
 FD0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0037_STAMPING: D 33 1934
 FD0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0037+STABILITY: SURFACE MOTION
 FD0037
 FD0037  HISTORY     - Date     Condition        Report By
 FD0037  HISTORY     - 1934     MONUMENTED       CGS
 FD0037  HISTORY     - 1960     GOOD             NGS
 FD0037
 FD0037                          STATION DESCRIPTION
 FD0037
 FD0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0037'0.2 MI NE FROM WARTRACE.
 FD0037'FROM THE DEPOT IN WARTRACE, GO ABOUT 0.2 MILE NORTHEAST ON THE
 FD0037'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY TO A ROAD CROSSING.
 FD0037'THE BENCH MARK IS 80 FT. EAST OF THE NORTHEAST CORNER OF A
 FD0037'POTATOE BUILDING, 26 FT. EAST OF THE SOUTH RAIL AND THE CENTER
 FD0037'OF STATE HIGHWAY 64, 24 FT. SOUTHEAST OF A RAILROAD CROSSING
 FD0037'SIGN, 1.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0037'OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH
 FD0037'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0827 ***********************************************************************
 FD0827  DESIGNATION -  D 34
 FD0827  PID         -  FD0827
 FD0827  STATE/COUNTY-  TN/GILES
 FD0827  USGS QUAD   -  BODENHAM (1986)
 FD0827
 FD0827                         *CURRENT SURVEY CONTROL
 FD0827  ___________________________________________________________________
 FD0827* NAD 83(1986)-  35 13 50.     (N)    087 08 47.     (W)     SCALED    
 FD0827* NAVD 88     -       209.302  (meters)     686.68   (feet)  ADJUSTED  
 FD0827  ___________________________________________________________________
 FD0827  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0827  DYNAMIC HT  -         209.104 (meters)     686.04  (feet)  COMP
 FD0827  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 FD0827
 FD0827  VERT ORDER  -  SECOND    CLASS 0
 FD0827
 FD0827.The horizontal coordinates were scaled from a topographic map and have
 FD0827.an estimated accuracy of +/- 6 seconds.
 FD0827
 FD0827.The orthometric height was determined by differential leveling
 FD0827.and adjusted by the National Geodetic Survey in June 1991..
 FD0827
 FD0827.The geoid height was determined by GEOID03.
 FD0827
 FD0827.The dynamic height is computed by dividing the NAVD 88
 FD0827.geopotential number by the normal gravity value computed on the
 FD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0827.degrees latitude (g = 980.6199 gals.).
 FD0827
 FD0827.The modeled gravity was interpolated from observed gravity values.
 FD0827
 FD0827;                    North         East    Units  Estimated Accuracy
 FD0827;SPC TN       -   100,160.      495,650.      MT  (+/- 180 meters Scaled)
 FD0827
 FD0827                          SUPERSEDED SURVEY CONTROL
 FD0827
 FD0827  NGVD 29 (??/??/92)  209.263  (m)          686.56   (f) ADJ UNCH    2 0
 FD0827
 FD0827.Superseded values are not recommended for survey control.
 FD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0827.See file dsdata.txt to determine how the superseded data were derived.
 FD0827
 FD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD866986(NAD 83)
 FD0827_MARKER: DB = BENCH MARK DISK
 FD0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0827_STAMPING: D 34 1934
 FD0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0827+STABILITY: SURFACE MOTION
 FD0827
 FD0827  HISTORY     - Date     Condition        Report By
 FD0827  HISTORY     - 1934     MONUMENTED       CGS
 FD0827  HISTORY     - 1953     GOOD             TVA
 FD0827
 FD0827                          STATION DESCRIPTION
 FD0827
 FD0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0827'0.5 MI E FROM BODENHAM.
 FD0827'ABOUT 1/2 MILE EAST ALONG U.S. HIGHWAY 64 FROM BODENHAM, GILES
 FD0827'COUNTY, 7.0 MILES WEST OF PULASKI, 112 FEET SOUTH OF THE HIGHWAY,
 FD0827'IN THE NORTHWEST CORNER OF THE YARD OF THE WHITE FARMHOUSE OWNED
 FD0827'IN 1934 BY WESLEY LONG, AT A T-ROAD INTERSECTION, AND AT A CURVE.
 FD0827'A STANDARD DISK, STAMPED D 34 1934 AND SET IN THE TOP OF A CONCRETE
 FD0827'POST.  NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2
 FD0827'FEET SOUTH OF MONUMENT.  THERE IS A PAINTED WHITE CROSS ON
 FD0827'TELEPHONE POLE.  THIS MARK IS 5 FEET NORTHWEST OF A TELEPHONE POLE
 FD0827'AND 5 FEET SOUTH OF A FENCE CORNER.
 FD0827
 FD0827                          STATION RECOVERY (1953)
 FD0827
 FD0827'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0235 ***********************************************************************
 FE0235  DESIGNATION -  D 35
 FE0235  PID         -  FE0235
 FE0235  STATE/COUNTY-  TN/HARDIN
 FE0235  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0235
 FE0235                         *CURRENT SURVEY CONTROL
 FE0235  ___________________________________________________________________
 FE0235* NAD 83(1986)-  35 13 36.     (N)    088 17 41.     (W)     SCALED    
 FE0235* NAVD 88     -       124.231  (meters)     407.58   (feet)  ADJUSTED  
 FE0235  ___________________________________________________________________
 FE0235  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0235  DYNAMIC HT  -         124.119 (meters)     407.21  (feet)  COMP
 FE0235  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 FE0235
 FE0235  VERT ORDER  -  FIRST     CLASS II
 FE0235
 FE0235.The horizontal coordinates were scaled from a topographic map and have
 FE0235.an estimated accuracy of +/- 6 seconds.
 FE0235
 FE0235.The orthometric height was determined by differential leveling
 FE0235.and adjusted by the National Geodetic Survey in June 1991..
 FE0235
 FE0235.The geoid height was determined by GEOID03.
 FE0235
 FE0235.The dynamic height is computed by dividing the NAVD 88
 FE0235.geopotential number by the normal gravity value computed on the
 FE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0235.degrees latitude (g = 980.6199 gals.).
 FE0235
 FE0235.The modeled gravity was interpolated from observed gravity values.
 FE0235
 FE0235;                    North         East    Units  Estimated Accuracy
 FE0235;SPC TN       -   101,570.      391,120.      MT  (+/- 180 meters Scaled)
 FE0235
 FE0235                          SUPERSEDED SURVEY CONTROL
 FE0235
 FE0235  NGVD 29 (??/??/??)  124.243  (m)          407.62   (f) ADJUSTED    1 2
 FE0235
 FE0235.Superseded values are not recommended for survey control.
 FE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0235.See file dsdata.txt to determine how the superseded data were derived.
 FE0235
 FE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD821989(NAD 83)
 FE0235_MARKER: DB = BENCH MARK DISK
 FE0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0235_SP_SET: BRIDGE
 FE0235_STAMPING: D 35 1934 407.676
 FE0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0235
 FE0235  HISTORY     - Date     Condition        Report By
 FE0235  HISTORY     - 1934     MONUMENTED       CGS
 FE0235  HISTORY     - 1947     GOOD             CGS
 FE0235
 FE0235                          STATION DESCRIPTION
 FE0235
 FE0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0235'2.5 MI W FROM SAVANNAH.
 FE0235'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0235'SAVANNAH, ABOUT 0.35 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 FE0235'22, SET IN THE TOP OF THE CONCRETE BASE OF THE SOUTH CONCRETE
 FE0235'BRIDGE RAILING AT THE EAST END OF A 320-FOOT CONCRETE BRIDGE,
 FE0235'10 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE
 FE0235'HIGHWAY AND 3 FEET WEST OF THE EAST END OF THE RAILING.
 FE0235'NOTE-- RECOVERED IN GOOD CONDITION IN AUGUST 1949.  NO STEEL
 FE0235'POST WAS SET AS TABLET IS IN CURB OF OVERFLOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0337 ***********************************************************************
 FE0337  DESIGNATION -  D 36
 FE0337  PID         -  FE0337
 FE0337  STATE/COUNTY-  TN/HARDIN
 FE0337  USGS QUAD   -  OLIVEHILL (1972)
 FE0337
 FE0337                         *CURRENT SURVEY CONTROL
 FE0337  ___________________________________________________________________
 FE0337* NAD 83(1986)-  35 15 23.     (N)    088 04 23.     (W)     SCALED    
 FE0337* NAVD 88     -       147.934  (meters)     485.35   (feet)  ADJUSTED  
 FE0337  ___________________________________________________________________
 FE0337  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0337  DYNAMIC HT  -         147.798 (meters)     484.90  (feet)  COMP
 FE0337  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FE0337
 FE0337  VERT ORDER  -  SECOND    CLASS 0
 FE0337
 FE0337.The horizontal coordinates were scaled from a topographic map and have
 FE0337.an estimated accuracy of +/- 6 seconds.
 FE0337
 FE0337.The orthometric height was determined by differential leveling
 FE0337.and adjusted by the National Geodetic Survey in June 1991..
 FE0337
 FE0337.The geoid height was determined by GEOID03.
 FE0337
 FE0337.The dynamic height is computed by dividing the NAVD 88
 FE0337.geopotential number by the normal gravity value computed on the
 FE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0337.degrees latitude (g = 980.6199 gals.).
 FE0337
 FE0337.The modeled gravity was interpolated from observed gravity values.
 FE0337
 FE0337;                    North         East    Units  Estimated Accuracy
 FE0337;SPC TN       -   104,410.      411,360.      MT  (+/- 180 meters Scaled)
 FE0337
 FE0337                          SUPERSEDED SURVEY CONTROL
 FE0337
 FE0337  NGVD 29 (??/??/??)  147.943  (m)          485.38   (f) ADJUSTED    2 0
 FE0337
 FE0337.Superseded values are not recommended for survey control.
 FE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0337.See file dsdata.txt to determine how the superseded data were derived.
 FE0337
 FE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023020(NAD 83)
 FE0337_MARKER: DB = BENCH MARK DISK
 FE0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0337_SP_SET: BRIDGE
 FE0337_STAMPING: D 36 1934
 FE0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0337
 FE0337  HISTORY     - Date     Condition        Report By
 FE0337  HISTORY     - 1934     MONUMENTED       CGS
 FE0337  HISTORY     - 1949     GOOD             CGS
 FE0337  HISTORY     - 1962     GOOD             TVA
 FE0337
 FE0337                          STATION DESCRIPTION
 FE0337
 FE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0337'2.5 MI SW FROM OLIVE HILL.
 FE0337'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0337'COUNTY, AT A FOUR-SPAN CONCRETE BRIDGE OVER SMITHS FORK, AND IN
 FE0337'THE TOP OF THE NORTH END OF THE WEST RAIL FOUNDATION.  A
 FE0337'STANDARD DISK, STAMPED D 36 1934.
 FE0337
 FE0337                          STATION RECOVERY (1962)
 FE0337
 FE0337'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0338 ***********************************************************************
 FE0338  DESIGNATION -  D 36 RESET
 FE0338  PID         -  FE0338
 FE0338  STATE/COUNTY-  TN/HARDIN
 FE0338  USGS QUAD   -  OLIVEHILL (1972)
 FE0338
 FE0338                         *CURRENT SURVEY CONTROL
 FE0338  ___________________________________________________________________
 FE0338* NAD 83(1986)-  35 15 23.     (N)    088 04 23.     (W)     SCALED    
 FE0338* NAVD 88     -       148.15   (+/-2cm)     486.1    (feet)  VERTCON   
 FE0338  ___________________________________________________________________
 FE0338  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0338
 FE0338  VERT ORDER  -  THIRD (See Below)
 FE0338
 FE0338.The horizontal coordinates were scaled from a topographic map and have
 FE0338.an estimated accuracy of +/- 6 seconds.
 FE0338
 FE0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0338.The vertical order pertains to the NGVD 29 superseded value.
 FE0338
 FE0338.The geoid height was determined by GEOID03.
 FE0338
 FE0338;                    North         East    Units  Estimated Accuracy
 FE0338;SPC TN       -   104,410.      411,360.      MT  (+/- 180 meters Scaled)
 FE0338
 FE0338                          SUPERSEDED SURVEY CONTROL
 FE0338
 FE0338  NGVD 29 (??/??/??)  148.16   (m)          486.1    (f) RESET       3  
 FE0338
 FE0338.Superseded values are not recommended for survey control.
 FE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0338.See file dsdata.txt to determine how the superseded data were derived.
 FE0338
 FE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023020(NAD 83)
 FE0338_MARKER: DD = SURVEY DISK
 FE0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0338_SP_SET: BRIDGE
 FE0338_STAMPING: D 36 1934 RESET 1966
 FE0338_MARK LOGO: CGS   
 FE0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0338
 FE0338  HISTORY     - Date     Condition        Report By
 FE0338  HISTORY     - 1966     MONUMENTED       TNHD
 FE0338
 FE0338                          STATION DESCRIPTION
 FE0338
 FE0338'DESCRIBED BY TN HIGHWAY DEPT 1966
 FE0338'2.5 MI SW FROM OLIVE HILL.
 FE0338'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 64 FROM
 FE0338'OLIVE HILL, IT IS A FOURSPAN CONCRETE BRIDGE AND IN THE TOP OF
 FE0338'THE NORTH END OF THE EAST RAIL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1344 ***********************************************************************
 FC1344  DESIGNATION -  D 38
 FC1344  PID         -  FC1344
 FC1344  STATE/COUNTY-  TN/MARION
 FC1344  USGS QUAD   -  MONTEAGLE (1982)
 FC1344
 FC1344                         *CURRENT SURVEY CONTROL
 FC1344  ___________________________________________________________________
 FC1344* NAD 83(1986)-  35 11 40.     (N)    085 48 55.     (W)     SCALED    
 FC1344* NAVD 88     -       407.013  (meters)    1335.34   (feet)  ADJUSTED  
 FC1344  ___________________________________________________________________
 FC1344  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC1344  DYNAMIC HT  -         406.600 (meters)    1333.99  (feet)  COMP
 FC1344  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 FC1344
 FC1344  VERT ORDER  -  SECOND    CLASS 0
 FC1344
 FC1344.The horizontal coordinates were scaled from a topographic map and have
 FC1344.an estimated accuracy of +/- 6 seconds.
 FC1344
 FC1344.The orthometric height was determined by differential leveling
 FC1344.and adjusted by the National Geodetic Survey in June 1991..
 FC1344
 FC1344.The geoid height was determined by GEOID03.
 FC1344
 FC1344.The dynamic height is computed by dividing the NAVD 88
 FC1344.geopotential number by the normal gravity value computed on the
 FC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1344.degrees latitude (g = 980.6199 gals.).
 FC1344
 FC1344.The modeled gravity was interpolated from observed gravity values.
 FC1344
 FC1344;                    North         East    Units  Estimated Accuracy
 FC1344;SPC TN       -    95,560.      616,820.      MT  (+/- 180 meters Scaled)
 FC1344
 FC1344                          SUPERSEDED SURVEY CONTROL
 FC1344
 FC1344  NGVD 29 (??/??/92)  407.000  (m)         1335.30   (f) ADJ UNCH    2 0
 FC1344
 FC1344.Superseded values are not recommended for survey control.
 FC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1344.See file dsdata.txt to determine how the superseded data were derived.
 FC1344
 FC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD078952(NAD 83)
 FC1344_MARKER: DB = BENCH MARK DISK
 FC1344_SETTING: 66 = SET IN ROCK OUTCROP
 FC1344_SP_SET: BEDROCK
 FC1344_STAMPING: D 38 1934
 FC1344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1344+STABILITY: POSITION/ELEVATION WELL
 FC1344
 FC1344  HISTORY     - Date     Condition        Report By
 FC1344  HISTORY     - 1934     MONUMENTED       CGS
 FC1344  HISTORY     - 1962     GOOD             NGS
 FC1344
 FC1344                          STATION DESCRIPTION
 FC1344
 FC1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1344'3.9 MI SE FROM MONTEAGLE.
 FC1344'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1344'ON U.S. HIGHWAYS 41-64 FOR 3.9 MILES TO THE MARK SET IN THE FIRST
 FC1344'STRATA OF ROCK ABOVE A SMALL MOUNTAIN STREAM, 0.05 MILE SOUTHEAST
 FC1344'OF A ROADSIDE PARK, 100 FEET EAST OF THE CENTER OF THE NEW
 FC1344'HIGHWAY, 43 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 15.5 FEET
 FC1344'NORTH OF THE END OF A PIPE CULVERT UNDER THE OLD HIGHWAY, 10
 FC1344'FEET SOUTHWEST OF A LARGE, ROUND, BOULDER PROJECTING ABOUT 8 FEET,
 FC1344'AND 7 FEET NORTH OF A SMALL MOUNTAIN STREAM.  A STANDARD DISK
 FC1344'DRILLED IN BEDROCK AND ABOUT 35 FEET ABOVE THE LEVEL OF THE NEW
 FC1344'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1169 ***********************************************************************
 FC1169  DESIGNATION -  D 39
 FC1169  PID         -  FC1169
 FC1169  STATE/COUNTY-  TN/HAMILTON
 FC1169  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1169
 FC1169                         *CURRENT SURVEY CONTROL
 FC1169  ___________________________________________________________________
 FC1169* NAD 83(1986)-  35 03 57.     (N)    085 08 05.     (W)     SCALED    
 FC1169* NAVD 88     -       238.364  (meters)     782.03   (feet)  ADJUSTED  
 FC1169  ___________________________________________________________________
 FC1169  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1169  DYNAMIC HT  -         238.126 (meters)     781.25  (feet)  COMP
 FC1169  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 FC1169
 FC1169  VERT ORDER  -  SECOND    CLASS 0
 FC1169
 FC1169.The horizontal coordinates were scaled from a topographic map and have
 FC1169.an estimated accuracy of +/- 6 seconds.
 FC1169
 FC1169.The orthometric height was determined by differential leveling
 FC1169.and adjusted by the National Geodetic Survey in June 1991..
 FC1169.WARNING-Repeat measurements at this control monument indicate possible
 FC1169.vertical movement.
 FC1169
 FC1169.The geoid height was determined by GEOID03.
 FC1169
 FC1169.The dynamic height is computed by dividing the NAVD 88
 FC1169.geopotential number by the normal gravity value computed on the
 FC1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1169.degrees latitude (g = 980.6199 gals.).
 FC1169
 FC1169.The modeled gravity was interpolated from observed gravity values.
 FC1169
 FC1169;                    North         East    Units  Estimated Accuracy
 FC1169;SPC TN       -    81,620.      678,930.      MT  (+/- 180 meters Scaled)
 FC1169
 FC1169                          SUPERSEDED SURVEY CONTROL
 FC1169
 FC1169  NGVD 29 (??/??/92)  238.383  (m)          782.09   (f) ADJ UNCH    2 0
 FC1169
 FC1169.Superseded values are not recommended for survey control.
 FC1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1169.See file dsdata.txt to determine how the superseded data were derived.
 FC1169
 FC1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD700819(NAD 83)
 FC1169_MARKER: DB = BENCH MARK DISK
 FC1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1169_STAMPING: D 39 1934
 FC1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1169+STABILITY: SURFACE MOTION
 FC1169
 FC1169  HISTORY     - Date     Condition        Report By
 FC1169  HISTORY     - 1934     MONUMENTED       CGS
 FC1169  HISTORY     - 1949     GOOD             NGS
 FC1169  HISTORY     - 1972     GOOD             TVA
 FC1169
 FC1169                          STATION DESCRIPTION
 FC1169
 FC1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1169'1.2 MI E FROM TYNER.
 FC1169'1-1/4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1169'TYNER, HAMILTON COUNTY, 3 RAILS EAST AND ACROSS THE TRACK FROM
 FC1169'MILEPOST 231, 8 RAILS EAST OF A ROAD CROSSING, 20 FEET SOUTH OF
 FC1169'THE TRACK, AND 2 FEET OUTSIDE A CEMETERY FENCE.  A STANDARD DISK,
 FC1169'STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1169
 FC1169                          STATION RECOVERY (1972)
 FC1169
 FC1169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1141 ***********************************************************************
 FC1141  DESIGNATION -  D 40
 FC1141  PID         -  FC1141
 FC1141  STATE/COUNTY-  TN/HAMILTON
 FC1141  USGS QUAD   -  CHATTANOOGA (1976)
 FC1141
 FC1141                         *CURRENT SURVEY CONTROL
 FC1141  ___________________________________________________________________
 FC1141* NAD 83(1986)-  35 04 20.     (N)    085 19 09.     (W)     SCALED    
 FC1141* NAVD 88     -       241.996  (meters)     793.95   (feet)  ADJUSTED  
 FC1141  ___________________________________________________________________
 FC1141  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FC1141  DYNAMIC HT  -         241.754 (meters)     793.15  (feet)  COMP
 FC1141  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 FC1141
 FC1141  VERT ORDER  -  SECOND    CLASS 0
 FC1141
 FC1141.The horizontal coordinates were scaled from a topographic map and have
 FC1141.an estimated accuracy of +/- 6 seconds.
 FC1141
 FC1141.The orthometric height was determined by differential leveling
 FC1141.and adjusted by the National Geodetic Survey in June 1991..
 FC1141
 FC1141.The geoid height was determined by GEOID03.
 FC1141
 FC1141.The dynamic height is computed by dividing the NAVD 88
 FC1141.geopotential number by the normal gravity value computed on the
 FC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1141.degrees latitude (g = 980.6199 gals.).
 FC1141
 FC1141.The modeled gravity was interpolated from observed gravity values.
 FC1141
 FC1141;                    North         East    Units  Estimated Accuracy
 FC1141;SPC TN       -    82,200.      662,100.      MT  (+/- 180 meters Scaled)
 FC1141
 FC1141                          SUPERSEDED SURVEY CONTROL
 FC1141
 FC1141  NGVD 29 (??/??/92)  242.029  (m)          794.06   (f) ADJ UNCH    2 0
 FC1141
 FC1141.Superseded values are not recommended for survey control.
 FC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1141.See file dsdata.txt to determine how the superseded data were derived.
 FC1141
 FC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD532823(NAD 83)
 FC1141_MARKER: DB = BENCH MARK DISK
 FC1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1141_SP_SET: TUNNEL
 FC1141_STAMPING: D 40 1934
 FC1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1141
 FC1141  HISTORY     - Date     Condition        Report By
 FC1141  HISTORY     - 1934     MONUMENTED       CGS
 FC1141  HISTORY     - 1984     GOOD             USPSQD
 FC1141  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FC1141
 FC1141                          STATION DESCRIPTION
 FC1141
 FC1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1141'AT CHATTANOOGA.
 FC1141'AT THE NORTH EDGE OF CHATTANOOGA, HAMILTON COUNTY, ON CHEROKEE
 FC1141'BOULEVARD, AT THE SOUTH END OF THE TUNNEL THROUGH STRINGERS
 FC1141'RIDGE, IN THE FACE OF THE END OF THE SOUTHEAST WINGWALL, AND
 FC1141'16 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED D 40 1934
 FC1141'AND SET VERTICALLY.
 FC1141
 FC1141                          STATION RECOVERY (1984)
 FC1141
 FC1141'RECOVERY NOTE BY US POWER SQUADRON 1984
 FC1141'RECOVERED IN GOOD CONDITION.
 FC1141
 FC1141                          STATION RECOVERY (1989)
 FC1141
 FC1141'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1017 ***********************************************************************
 FC1017  DESIGNATION -  D 43
 FC1017  PID         -  FC1017
 FC1017  STATE/COUNTY-  TN/VAN BUREN
 FC1017  USGS QUAD   -  BALD KNOB (1979)
 FC1017
 FC1017                         *CURRENT SURVEY CONTROL
 FC1017  ___________________________________________________________________
 FC1017* NAD 83(1986)-  35 48 31.     (N)    085 27 51.     (W)     SCALED    
 FC1017* NAVD 88     -       276.212  (meters)     906.21   (feet)  ADJUSTED  
 FC1017  ___________________________________________________________________
 FC1017  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1017  DYNAMIC HT  -         275.963 (meters)     905.39  (feet)  COMP
 FC1017  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FC1017
 FC1017  VERT ORDER  -  SECOND    CLASS 0
 FC1017
 FC1017.The horizontal coordinates were scaled from a topographic map and have
 FC1017.an estimated accuracy of +/- 6 seconds.
 FC1017
 FC1017.The orthometric height was determined by differential leveling
 FC1017.and adjusted by the National Geodetic Survey in June 1991..
 FC1017
 FC1017.The geoid height was determined by GEOID03.
 FC1017
 FC1017.The dynamic height is computed by dividing the NAVD 88
 FC1017.geopotential number by the normal gravity value computed on the
 FC1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1017.degrees latitude (g = 980.6199 gals.).
 FC1017
 FC1017.The modeled gravity was interpolated from observed gravity values.
 FC1017
 FC1017;                    North         East    Units  Estimated Accuracy
 FC1017;SPC TN       -   163,810.      648,430.      MT  (+/- 180 meters Scaled)
 FC1017
 FC1017                          SUPERSEDED SURVEY CONTROL
 FC1017
 FC1017  NGVD 29 (??/??/92)  276.269  (m)          906.39   (f) ADJ UNCH    2 0
 FC1017
 FC1017.Superseded values are not recommended for survey control.
 FC1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1017.See file dsdata.txt to determine how the superseded data were derived.
 FC1017
 FC1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE387638(NAD 83)
 FC1017_MARKER: DB = BENCH MARK DISK
 FC1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1017_STAMPING: D 43 1934
 FC1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1017+STABILITY: SURFACE MOTION
 FC1017
 FC1017  HISTORY     - Date     Condition        Report By
 FC1017  HISTORY     - 1934     MONUMENTED       CGS
 FC1017  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1017
 FC1017                          STATION DESCRIPTION
 FC1017
 FC1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1017'4.7 MI SE FROM DOYLE.
 FC1017'IN VAN BUREN COUNTY, 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 FC1017'111 FROM DOYLE, WHITE COUNTY, 0.2 MILE NORTHWEST OF THE POST
 FC1017'OFFICE AT CUMMINGSVILLE, AT THE TOP OF A HILL, 110 FEET SOUTH
 FC1017'OF AN OLD STORE BUILDING, AND 25 FEET SOUTHWEST OF THE CENTERLINE
 FC1017'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 43 1934 AND SET IN THE
 FC1017'TOP OF A CONCRETE POST.
 FC1017
 FC1017                          STATION RECOVERY (2002)
 FC1017
 FC1017'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1043 ***********************************************************************
 FC1043  DESIGNATION -  D 44
 FC1043  PID         -  FC1043
 FC1043  STATE/COUNTY-  TN/BLEDSOE
 FC1043  USGS QUAD   -  PIKEVILLE (1977)
 FC1043
 FC1043                         *CURRENT SURVEY CONTROL
 FC1043  ___________________________________________________________________
 FC1043* NAD 83(1986)-  35 34 41.     (N)    085 09 21.     (W)     SCALED    
 FC1043* NAVD 88     -       433.081  (meters)    1420.87   (feet)  ADJUSTED  
 FC1043  ___________________________________________________________________
 FC1043  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FC1043  DYNAMIC HT  -         432.662 (meters)    1419.49  (feet)  COMP
 FC1043  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC1043
 FC1043  VERT ORDER  -  SECOND    CLASS 0
 FC1043
 FC1043.The horizontal coordinates were scaled from a topographic map and have
 FC1043.an estimated accuracy of +/- 6 seconds.
 FC1043
 FC1043.The orthometric height was determined by differential leveling
 FC1043.and adjusted by the National Geodetic Survey in June 1991..
 FC1043
 FC1043.The geoid height was determined by GEOID03.
 FC1043
 FC1043.The dynamic height is computed by dividing the NAVD 88
 FC1043.geopotential number by the normal gravity value computed on the
 FC1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1043.degrees latitude (g = 980.6199 gals.).
 FC1043
 FC1043.The modeled gravity was interpolated from observed gravity values.
 FC1043
 FC1043;                    North         East    Units  Estimated Accuracy
 FC1043;SPC TN       -   138,430.      676,510.      MT  (+/- 180 meters Scaled)
 FC1043
 FC1043                          SUPERSEDED SURVEY CONTROL
 FC1043
 FC1043  NGVD 29 (??/??/92)  433.134  (m)         1421.04   (f) ADJ UNCH    2 0
 FC1043
 FC1043.Superseded values are not recommended for survey control.
 FC1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1043.See file dsdata.txt to determine how the superseded data were derived.
 FC1043
 FC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE671387(NAD 83)
 FC1043_MARKER: DB = BENCH MARK DISK
 FC1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1043_STAMPING: D 44 1934
 FC1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1043+STABILITY: SURFACE MOTION
 FC1043
 FC1043  HISTORY     - Date     Condition        Report By
 FC1043  HISTORY     - 1934     MONUMENTED       CGS
 FC1043
 FC1043                          STATION DESCRIPTION
 FC1043
 FC1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1043'4.4 MI E FROM PIKEVILLE.
 FC1043'4.4 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1043'COUNTY, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 FC1043'WEST OF A LINE OF GUARD POSTS, AND LEVEL WITH THE HIGHWAY.
 FC1043'A STANDARD DISK, STAMPED D 44 1934 AND SET IN THE TOP OF A
 FC1043'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1924 ***********************************************************************
 FB1924  DESIGNATION -  D 45
 FB1924  PID         -  FB1924
 FB1924  STATE/COUNTY-  TN/KNOX
 FB1924  USGS QUAD   -  KNOXVILLE (1978)
 FB1924
 FB1924                         *CURRENT SURVEY CONTROL
 FB1924  ___________________________________________________________________
 FB1924* NAD 83(1986)-  35 59 32.     (N)    083 56 42.     (W)     SCALED    
 FB1924* NAVD 88     -       296.752  (meters)     973.59   (feet)  ADJUSTED  
 FB1924  ___________________________________________________________________
 FB1924  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1924  DYNAMIC HT  -         296.477 (meters)     972.69  (feet)  COMP
 FB1924  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FB1924
 FB1924  VERT ORDER  -  FIRST     CLASS I
 FB1924
 FB1924.The horizontal coordinates were scaled from a topographic map and have
 FB1924.an estimated accuracy of +/- 6 seconds.
 FB1924
 FB1924.The orthometric height was determined by differential leveling
 FB1924.and adjusted by the National Geodetic Survey in June 1991..
 FB1924
 FB1924.The geoid height was determined by GEOID03.
 FB1924
 FB1924.The dynamic height is computed by dividing the NAVD 88
 FB1924.geopotential number by the normal gravity value computed on the
 FB1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1924.degrees latitude (g = 980.6199 gals.).
 FB1924
 FB1924.The modeled gravity was interpolated from observed gravity values.
 FB1924
 FB1924;                    North         East    Units  Estimated Accuracy
 FB1924;SPC TN       -   186,000.      785,280.      MT  (+/- 180 meters Scaled)
 FB1924
 FB1924                          SUPERSEDED SURVEY CONTROL
 FB1924
 FB1924  NGVD 29 (??/??/92)  296.880  (m)          974.01   (f) ADJ UNCH    1 1
 FB1924
 FB1924.Superseded values are not recommended for survey control.
 FB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1924.See file dsdata.txt to determine how the superseded data were derived.
 FB1924
 FB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV345870(NAD 83)
 FB1924_MARKER: DB = BENCH MARK DISK
 FB1924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1924_SP_SET: ABUTMENT
 FB1924_STAMPING: D 45 1934
 FB1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1924
 FB1924  HISTORY     - Date     Condition        Report By
 FB1924  HISTORY     - 1934     MONUMENTED       CGS
 FB1924  HISTORY     - 1967     GOOD             NGS
 FB1924  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 FB1924
 FB1924                          STATION DESCRIPTION
 FB1924
 FB1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1924'AT KNOXVILLE.
 FB1924'AT KNOXVILLE, ABOUT 2.2 MILES NORTHWEST ALONG THE SOUTHERN
 FB1924'RAILWAY FROM THE STATION, THENCE 0.2 MILE NORTH ALONG A SPUR
 FB1924'TRACK OF THE SOUTHERN RAILWAY, NEAR THE JUNCTION OF CENTRAL
 FB1924'AVENUE AND GORAM STREET NE, SET ON THE TOP OF THE NORTHWEST END
 FB1924'OF THE NORTHEAST ABUTMENT OF THE OVERPASS OVER CENTRAL AVENUE,
 FB1924'5.6 FEET NORTHWEST OF THE NORTHWEST RAIL AND 1 1/2 FEET BELOW THE
 FB1924'LEVEL OF THE TRACK.
 FB1924
 FB1924                          STATION RECOVERY (1977)
 FB1924
 FB1924'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FB1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2283 ***********************************************************************
 GA2283  DESIGNATION -  D 46
 GA2283  PID         -  GA2283
 GA2283  STATE/COUNTY-  TN/CLAIBORNE
 GA2283  USGS QUAD   -  TAZEWELL (1971)
 GA2283
 GA2283                         *CURRENT SURVEY CONTROL
 GA2283  ___________________________________________________________________
 GA2283* NAD 83(1986)-  36 25 47.     (N)    083 35 41.     (W)     SCALED    
 GA2283* NAVD 88     -       418.559  (meters)    1373.22   (feet)  ADJUSTED  
 GA2283  ___________________________________________________________________
 GA2283  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2283  DYNAMIC HT  -         418.179 (meters)    1371.98  (feet)  COMP
 GA2283  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2283
 GA2283  VERT ORDER  -  SECOND    CLASS 0
 GA2283
 GA2283.The horizontal coordinates were scaled from a topographic map and have
 GA2283.an estimated accuracy of +/- 6 seconds.
 GA2283
 GA2283.The orthometric height was determined by differential leveling
 GA2283.and adjusted by the National Geodetic Survey in June 1991..
 GA2283
 GA2283.The geoid height was determined by GEOID03.
 GA2283
 GA2283.The dynamic height is computed by dividing the NAVD 88
 GA2283.geopotential number by the normal gravity value computed on the
 GA2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2283.degrees latitude (g = 980.6199 gals.).
 GA2283
 GA2283.The modeled gravity was interpolated from observed gravity values.
 GA2283
 GA2283;                    North         East    Units  Estimated Accuracy
 GA2283;SPC TN       -   235,250.      815,670.      MT  (+/- 180 meters Scaled)
 GA2283
 GA2283                          SUPERSEDED SURVEY CONTROL
 GA2283
 GA2283  NGVD 29 (??/??/92)  418.673  (m)         1373.60   (f) ADJ UNCH    2 0
 GA2283
 GA2283.Superseded values are not recommended for survey control.
 GA2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2283.See file dsdata.txt to determine how the superseded data were derived.
 GA2283
 GA2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA673347(NAD 83)
 GA2283_MARKER: DB = BENCH MARK DISK
 GA2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2283_STAMPING: D 46 1934
 GA2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2283+STABILITY: SURFACE MOTION
 GA2283
 GA2283  HISTORY     - Date     Condition        Report By
 GA2283  HISTORY     - 1934     MONUMENTED       CGS
 GA2283  HISTORY     - 1950     GOOD             NGS
 GA2283  HISTORY     - 1963     GOOD             NGS
 GA2283
 GA2283                          STATION DESCRIPTION
 GA2283
 GA2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2283'1.5 MI SE FROM TAZEWELL.
 GA2283'1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2283'AT TAZEWELL, CLAIBORNE COUNTY, 600 FEET SOUTHWEST OF A LARGE
 GA2283'TWO-STORY FRAMEHOUSE, 400 FEET WEST OF A BARN, 200 FEET NORTHEAST
 GA2283'OF A ONE-STORY HOUSE WITH BRICK SIDING AND A TIN ROOF, 150 FEET
 GA2283'NORTH OF THE CENTER OF THE CROSSING OF A PRIVATE ROAD, 49 FEET
 GA2283'WEST OF THE CENTERLINE OF A COUNTY ROAD, 11.7 FEET WEST OF THE
 GA2283'WEST OUTSIDE RAIL, 16 FEET NORTH OF THE NORTHEAST CORNER OF A
 GA2283'GARDEN FENCE, 97.1 FEET SOUTHWEST OF A NAIL AND BOTTLE CAP IN A
 GA2283'FENCE POST, 85.9 FEET NORTHWEST OF A NAIL AND BOTTLE CAP IN A
 GA2283'TELEPHONE POLE, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A
 GA2283'STANDARD DISK, STAMPED D 46 1934 AND SET IN THE TOP OF A CONCRETE
 GA2283'POST.
 GA2283
 GA2283                          STATION RECOVERY (1963)
 GA2283
 GA2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1145 ***********************************************************************
 FB1145  DESIGNATION -  D 47
 FB1145  PID         -  FB1145
 FB1145  STATE/COUNTY-  TN/SEVIER
 FB1145  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1145
 FB1145                         *CURRENT SURVEY CONTROL
 FB1145  ___________________________________________________________________
 FB1145* NAD 83(1986)-  35 51 34.     (N)    083 29 59.     (W)     SCALED    
 FB1145* NAVD 88     -       286.922  (meters)     941.34   (feet)  ADJUSTED  
 FB1145  ___________________________________________________________________
 FB1145  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1145  DYNAMIC HT  -         286.651 (meters)     940.45  (feet)  COMP
 FB1145  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FB1145
 FB1145  VERT ORDER  -  SECOND    CLASS 0
 FB1145
 FB1145.The horizontal coordinates were scaled from a topographic map and have
 FB1145.an estimated accuracy of +/- 6 seconds.
 FB1145
 FB1145.The orthometric height was determined by differential leveling
 FB1145.and adjusted by the National Geodetic Survey in June 1991..
 FB1145
 FB1145.The geoid height was determined by GEOID03.
 FB1145
 FB1145.The dynamic height is computed by dividing the NAVD 88
 FB1145.geopotential number by the normal gravity value computed on the
 FB1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1145.degrees latitude (g = 980.6199 gals.).
 FB1145
 FB1145.The modeled gravity was interpolated from observed gravity values.
 FB1145
 FB1145;                    North         East    Units  Estimated Accuracy
 FB1145;SPC TN       -   172,210.      825,800.      MT  (+/- 180 meters Scaled)
 FB1145
 FB1145                          SUPERSEDED SURVEY CONTROL
 FB1145
 FB1145  NGVD 29 (??/??/92)  287.062  (m)          941.80   (f) ADJ UNCH    2 0
 FB1145
 FB1145.Superseded values are not recommended for survey control.
 FB1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1145.See file dsdata.txt to determine how the superseded data were derived.
 FB1145
 FB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV742712(NAD 83)
 FB1145_MARKER: DB = BENCH MARK DISK
 FB1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1145_STAMPING: D 47 1934
 FB1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1145+STABILITY: SURFACE MOTION
 FB1145
 FB1145  HISTORY     - Date     Condition        Report By
 FB1145  HISTORY     - 1934     MONUMENTED       CGS
 FB1145  HISTORY     - 1936     GOOD             NGS
 FB1145
 FB1145                          STATION DESCRIPTION
 FB1145
 FB1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1145'4.9 MI E FROM SEVIERVILLE.
 FB1145'4.9 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1145'COUNTY, AT LITTLE PIGEON CORNERS, 45 FEET EAST OF THE CENTER
 FB1145'OF GREENBRIAR ROAD, OPPOSITE A SINCLAIR SERVICE STATION, AT THE
 FB1145'SOUTHWEST CORNER OF A HOUSE, AND 30 FEET NORTH, 49 FEET SOUTHEAST
 FB1145'OF CENTERLINE OF THE HIGHWAY, 47 FEET NORTHEAST OF CENTER OF
 FB1145'GREENBRIAR ROAD, AND 1 FEET NORTH OF NORTHWEST CORNER OF SMALL
 FB1145'FRAMEHOUSE.  A STANDARD DISK, STAMPED D 47 1934 AND SET IN THE
 FB1145'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1679 ***********************************************************************
 GB1679  DESIGNATION -  D 48
 GB1679  PID         -  GB1679
 GB1679  STATE/COUNTY-  TN/FENTRESS
 GB1679  USGS QUAD   -  CLARKRANGE (1974)
 GB1679
 GB1679                         *CURRENT SURVEY CONTROL
 GB1679  ___________________________________________________________________
 GB1679* NAD 83(1986)-  36 10 17.     (N)    085 01 17.     (W)     SCALED    
 GB1679* NAVD 88     -       540.655  (meters)    1773.80   (feet)  ADJUSTED  
 GB1679  ___________________________________________________________________
 GB1679  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB1679  DYNAMIC HT  -         540.164 (meters)    1772.19  (feet)  COMP
 GB1679  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GB1679
 GB1679  VERT ORDER  -  SECOND    CLASS 0
 GB1679
 GB1679.The horizontal coordinates were scaled from a topographic map and have
 GB1679.an estimated accuracy of +/- 6 seconds.
 GB1679
 GB1679.The orthometric height was determined by differential leveling
 GB1679.and adjusted by the National Geodetic Survey in June 1991..
 GB1679
 GB1679.The geoid height was determined by GEOID03.
 GB1679
 GB1679.The dynamic height is computed by dividing the NAVD 88
 GB1679.geopotential number by the normal gravity value computed on the
 GB1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1679.degrees latitude (g = 980.6199 gals.).
 GB1679
 GB1679.The modeled gravity was interpolated from observed gravity values.
 GB1679
 GB1679;                    North         East    Units  Estimated Accuracy
 GB1679;SPC TN       -   204,370.      688,040.      MT  (+/- 180 meters Scaled)
 GB1679
 GB1679                          SUPERSEDED SURVEY CONTROL
 GB1679
 GB1679  NGVD 29 (??/??/92)  540.732  (m)         1774.05   (f) ADJ UNCH    2 0
 GB1679
 GB1679.Superseded values are not recommended for survey control.
 GB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1679.See file dsdata.txt to determine how the superseded data were derived.
 GB1679
 GB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF779047(NAD 83)
 GB1679_MARKER: DB = BENCH MARK DISK
 GB1679_SETTING: 66 = SET IN ROCK OUTCROP
 GB1679_SP_SET: ROCK LEDGE
 GB1679_STAMPING: D 48 1934
 GB1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1679+STABILITY: POSITION/ELEVATION WELL
 GB1679
 GB1679  HISTORY     - Date     Condition        Report By
 GB1679  HISTORY     - 1934     MONUMENTED       CGS
 GB1679
 GB1679                          STATION DESCRIPTION
 GB1679
 GB1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1679'1.1 MI S FROM CLARKRANGE.
 GB1679'1.1 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CLARKRANGE, FENTRESS
 GB1679'COUNTY, 0.6 MILE NORTH OF THE BRIDGE OVER CLEAR CREEK, NEAR THE
 GB1679'SUMMIT OF A MOUNTAIN, 25 FEET WEST OF THE CENTERLINE OF THE
 GB1679'HIGHWAY, AND IN THE TOP OF A SANDSTONE LEDGE, ABOUT 1 FOOT HIGHER
 GB1679'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0988 ***********************************************************************
 GB0988  DESIGNATION -  D 49
 GB0988  PID         -  GB0988
 GB0988  STATE/COUNTY-  TN/MORGAN
 GB0988  USGS QUAD   -  RUGBY (1984)
 GB0988
 GB0988                         *CURRENT SURVEY CONTROL
 GB0988  ___________________________________________________________________
 GB0988* NAD 83(1986)-  36 16 09.     (N)    084 40 25.     (W)     SCALED    
 GB0988* NAVD 88     -       444.367  (meters)    1457.89   (feet)  ADJUSTED  
 GB0988  ___________________________________________________________________
 GB0988  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0988  DYNAMIC HT  -         443.980 (meters)    1456.62  (feet)  COMP
 GB0988  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 GB0988
 GB0988  VERT ORDER  -  SECOND    CLASS 0
 GB0988
 GB0988.The horizontal coordinates were scaled from a topographic map and have
 GB0988.an estimated accuracy of +/- 6 seconds.
 GB0988
 GB0988.The orthometric height was determined by differential leveling
 GB0988.and adjusted by the National Geodetic Survey in June 1991..
 GB0988
 GB0988.The geoid height was determined by GEOID03.
 GB0988
 GB0988.The dynamic height is computed by dividing the NAVD 88
 GB0988.geopotential number by the normal gravity value computed on the
 GB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0988.degrees latitude (g = 980.6199 gals.).
 GB0988
 GB0988.The modeled gravity was interpolated from observed gravity values.
 GB0988
 GB0988;                    North         East    Units  Estimated Accuracy
 GB0988;SPC TN       -   215,590.      719,180.      MT  (+/- 180 meters Scaled)
 GB0988
 GB0988                          SUPERSEDED SURVEY CONTROL
 GB0988
 GB0988  NGVD 29 (??/??/92)  444.476  (m)         1458.25   (f) ADJ UNCH    2 0
 GB0988
 GB0988.Superseded values are not recommended for survey control.
 GB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0988.See file dsdata.txt to determine how the superseded data were derived.
 GB0988
 GB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF089163(NAD 83)
 GB0988_MARKER: DB = BENCH MARK DISK
 GB0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0988_STAMPING: D 49 1934
 GB0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0988+STABILITY: SURFACE MOTION
 GB0988
 GB0988  HISTORY     - Date     Condition        Report By
 GB0988  HISTORY     - 1934     MONUMENTED       CGS
 GB0988  HISTORY     - 1935     GOOD             NGS
 GB0988
 GB0988                          STATION DESCRIPTION
 GB0988
 GB0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0988'2.2 MI NW FROM SUNBRIGHT.
 GB0988'2.2 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0988'SUNBRIGHT, MORGAN COUNTY, 1.5 MILES WEST OF THE JUNCTION OF
 GB0988'U.S. HIGHWAY 27, ON THE FIRST BENCH OF A HILL, 18 FEET SOUTHEAST
 GB0988'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET HIGHER
 GB0988'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 49 1934 AND SET
 GB0988'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1409 ***********************************************************************
 GC1409  DESIGNATION -  D 4=PTS 2
 GC1409  PID         -  GC1409
 GC1409  STATE/COUNTY-  TN/CHEATHAM
 GC1409  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1409
 GC1409                         *CURRENT SURVEY CONTROL
 GC1409  ___________________________________________________________________
 GC1409* NAD 83(1986)-  36 18 43.     (N)    087 08 28.     (W)     SCALED    
 GC1409* NAVD 88     -       120.300  (meters)     394.68   (feet)  ADJUSTED  
 GC1409  ___________________________________________________________________
 GC1409  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1409  DYNAMIC HT  -         120.200 (meters)     394.36  (feet)  COMP
 GC1409  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GC1409
 GC1409  VERT ORDER  -  FIRST     CLASS II
 GC1409
 GC1409.The horizontal coordinates were scaled from a topographic map and have
 GC1409.an estimated accuracy of +/- 6 seconds.
 GC1409
 GC1409.The orthometric height was determined by differential leveling
 GC1409.and adjusted by the National Geodetic Survey in June 1991..
 GC1409
 GC1409.The geoid height was determined by GEOID03.
 GC1409
 GC1409.The dynamic height is computed by dividing the NAVD 88
 GC1409.geopotential number by the normal gravity value computed on the
 GC1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1409.degrees latitude (g = 980.6199 gals.).
 GC1409
 GC1409.The modeled gravity was interpolated from observed gravity values.
 GC1409
 GC1409;                    North         East    Units  Estimated Accuracy
 GC1409;SPC TN       -   220,130.      497,520.      MT  (+/- 180 meters Scaled)
 GC1409
 GC1409                          SUPERSEDED SURVEY CONTROL
 GC1409
 GC1409  NGVD 29 (??/??/92)  120.356  (m)          394.87   (f) ADJ UNCH    1 2
 GC1409
 GC1409.Superseded values are not recommended for survey control.
 GC1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1409.See file dsdata.txt to determine how the superseded data were derived.
 GC1409
 GC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF873185(NAD 83)
 GC1409_MARKER: DB = BENCH MARK DISK
 GC1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1409_STAMPING: D 4 1921 PT STA NO 2 W 1925 TENN
 GC1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1409+STABILITY: SURFACE MOTION
 GC1409
 GC1409  HISTORY     - Date     Condition        Report By
 GC1409  HISTORY     - 1921     MONUMENTED       CGS
 GC1409  HISTORY     - 1949     GOOD             NGS
 GC1409  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1409
 GC1409                          STATION DESCRIPTION
 GC1409
 GC1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1409'4.8 MI NW FROM ASHLAND CITY.
 GC1409'4.75 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1409'THE STATION AT ASHLAND CITY, ABOUT 0.1 MILE WEST OF THE STATION
 GC1409'AT CHAPMANSBORO, 27 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 GC1409'TRESTLE NO. 33-93, 52 FEET EAST OF THE CENTER LINE OF A GRAVEL
 GC1409'ROAD, 32 FEET SOUTH OF THE SOUTH RAIL (MEASURED ALONG SLOPE),
 GC1409'39 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF THE
 GC1409'CENTER OF A DITCH, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 GC1409'POST, ABOUT 10 FEET BELOW THE TRACK AND SE IN THE TOP OF A
 GC1409'CONCRETE POST PROJECTING 4 INCHES.
 GC1409
 GC1409                          STATION RECOVERY (1984)
 GC1409
 GC1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1409'SEARCHED FOR BUT NOT RECOVERED.  RAILROAD REPAIR AND ASPHALT NOW
 GC1409'COVERS THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1876 ***********************************************************************
 GA1876  DESIGNATION -  D 5 RESET
 GA1876  PID         -  GA1876
 GA1876  STATE/COUNTY-  TN/HAMBLEN
 GA1876  USGS QUAD   -  MORRISTOWN (1979)
 GA1876
 GA1876                         *CURRENT SURVEY CONTROL
 GA1876  ___________________________________________________________________
 GA1876* NAD 83(1986)-  36 12 45.     (N)    083 17 33.     (W)     SCALED    
 GA1876* NAVD 88     -       390.43   (meters)    1280.9    (feet)  RESET     
 GA1876  ___________________________________________________________________
 GA1876  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1876
 GA1876  VERT ORDER  -  THIRD
 GA1876
 GA1876.The horizontal coordinates were scaled from a topographic map and have
 GA1876.an estimated accuracy of +/- 6 seconds.
 GA1876
 GA1876.The orthometric height was computed from unverified reset data.
 GA1876
 GA1876.The geoid height was determined by GEOID03.
 GA1876
 GA1876;                    North         East    Units  Estimated Accuracy
 GA1876;SPC TN       -   211,860.      843,420.      MT  (+/- 180 meters Scaled)
 GA1876
 GA1876                          SUPERSEDED SURVEY CONTROL
 GA1876
 GA1876.No superseded survey control is available for this station.
 GA1876
 GA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA939099(NAD 83)
 GA1876_MARKER: DB = BENCH MARK DISK
 GA1876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1876_SP_SET: SIGNAL BASE
 GA1876_STAMPING: D 5 1931 RESET 1965
 GA1876_MARK LOGO: CGS   
 GA1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1876
 GA1876  HISTORY     - Date     Condition        Report By
 GA1876  HISTORY     - 1965     MONUMENTED       CGS
 GA1876  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1876
 GA1876                          STATION DESCRIPTION
 GA1876
 GA1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GA1876'AT MORRISTOWN.
 GA1876'THE MARK IS NEAR THE NORTHEAST CORNER OF THE MORRISTOWN CITY
 GA1876'PARKING LOT, 81 FEET EAST OF MILEPOST NO. 89, 72 FEET EAST OF A
 GA1876'BLOCK SIGNAL NORTH OF THE RAILROAD TRACKS, 55 FEET EAST OF THE
 GA1876'APPROXIMATE CENTER OF A LARGE, METAL, MANHOLE COVER, 18.5 FEET
 GA1876'NORTH OF THE NORTH RAIL OF THE MAIN LINE OF THE RAILROAD, 18
 GA1876'FEET WEST OF A TELEGRAPH POLE, 11 FEET EAST OF A RAILROAD
 GA1876'SWITCH, AND 5.5 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 GA1876'SPUR.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GA1876'SOUTHEAST CORNER OF THE CONCRETE BASE OF RAILROAD SEMAPHORE
 GA1876'NO. 212 11XA.
 GA1876
 GA1876                          STATION RECOVERY (1967)
 GA1876
 GA1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0571 ***********************************************************************
 GB0571  DESIGNATION -  D 50
 GB0571  PID         -  GB0571
 GB0571  STATE/COUNTY-  TN/CAMPBELL
 GB0571  USGS QUAD   -  JACKSBORO (1991)
 GB0571
 GB0571                         *CURRENT SURVEY CONTROL
 GB0571  ___________________________________________________________________
 GB0571* NAD 83(1986)-  36 16 14.     (N)    084 11 43.     (W)     SCALED    
 GB0571* NAVD 88     -       339.313  (meters)    1113.23   (feet)  ADJUSTED  
 GB0571  ___________________________________________________________________
 GB0571  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0571  DYNAMIC HT  -         339.010 (meters)    1112.24  (feet)  COMP
 GB0571  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 GB0571
 GB0571  VERT ORDER  -  SECOND    CLASS 0
 GB0571
 GB0571.The horizontal coordinates were scaled from a topographic map and have
 GB0571.an estimated accuracy of +/- 6 seconds.
 GB0571
 GB0571.The orthometric height was determined by differential leveling
 GB0571.and adjusted by the National Geodetic Survey in June 1991..
 GB0571
 GB0571.The geoid height was determined by GEOID03.
 GB0571
 GB0571.The dynamic height is computed by dividing the NAVD 88
 GB0571.geopotential number by the normal gravity value computed on the
 GB0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0571.degrees latitude (g = 980.6199 gals.).
 GB0571
 GB0571.The modeled gravity was interpolated from observed gravity values.
 GB0571
 GB0571;                    North         East    Units  Estimated Accuracy
 GB0571;SPC TN       -   216,430.      762,150.      MT  (+/- 180 meters Scaled)
 GB0571
 GB0571                          SUPERSEDED SURVEY CONTROL
 GB0571
 GB0571  NGVD 29 (??/??/92)  339.422  (m)         1113.59   (f) ADJ UNCH    2 0
 GB0571
 GB0571.Superseded values are not recommended for survey control.
 GB0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0571.See file dsdata.txt to determine how the superseded data were derived.
 GB0571
 GB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF519176(NAD 83)
 GB0571_MARKER: DB = BENCH MARK DISK
 GB0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0571_STAMPING: D 50 1934
 GB0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0571+STABILITY: SURFACE MOTION
 GB0571
 GB0571  HISTORY     - Date     Condition        Report By
 GB0571  HISTORY     - 1934     MONUMENTED       CGS
 GB0571  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0571  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0571
 GB0571                          STATION DESCRIPTION
 GB0571
 GB0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0571'AT VASPER.
 GB0571'AT VASPER, CAMPBELL COUNTY, ON THE SOUTHERN RAILWAY, 7 RAILS
 GB0571'SOUTH OF THE STATION, 95 FEET SOUTH OF THE POST OFFICE, AND
 GB0571'33 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED D 50 1934
 GB0571'AND SET IN THE TOP OF A CONCRETE POST.
 GB0571
 GB0571                          STATION RECOVERY (1973)
 GB0571
 GB0571'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0602 ***********************************************************************
 GB0602  DESIGNATION -  D 51
 GB0602  PID         -  GB0602
 GB0602  STATE/COUNTY-  TN/CAMPBELL
 GB0602  USGS QUAD   -  LA FOLLETTE (1990)
 GB0602
 GB0602                         *CURRENT SURVEY CONTROL
 GB0602  ___________________________________________________________________
 GB0602* NAD 83(1986)-  36 27 46.     (N)    084 03 23.     (W)     SCALED    
 GB0602* NAVD 88     -       425.901  (meters)    1397.31   (feet)  ADJUSTED  
 GB0602  ___________________________________________________________________
 GB0602  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GB0602  DYNAMIC HT  -         425.522 (meters)    1396.07  (feet)  COMP
 GB0602  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 GB0602
 GB0602  VERT ORDER  -  SECOND    CLASS 0
 GB0602
 GB0602.The horizontal coordinates were scaled from a topographic map and have
 GB0602.an estimated accuracy of +/- 6 seconds.
 GB0602
 GB0602.The orthometric height was determined by differential leveling
 GB0602.and adjusted by the National Geodetic Survey in June 1991..
 GB0602
 GB0602.The geoid height was determined by GEOID03.
 GB0602
 GB0602.The dynamic height is computed by dividing the NAVD 88
 GB0602.geopotential number by the normal gravity value computed on the
 GB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0602.degrees latitude (g = 980.6199 gals.).
 GB0602
 GB0602.The modeled gravity was interpolated from observed gravity values.
 GB0602
 GB0602;                    North         East    Units  Estimated Accuracy
 GB0602;SPC TN       -   238,000.      774,200.      MT  (+/- 180 meters Scaled)
 GB0602
 GB0602                          SUPERSEDED SURVEY CONTROL
 GB0602
 GB0602  NGVD 29 (??/??/92)  426.001  (m)         1397.64   (f) ADJ UNCH    2 0
 GB0602
 GB0602.Superseded values are not recommended for survey control.
 GB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0602.See file dsdata.txt to determine how the superseded data were derived.
 GB0602
 GB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF637393(NAD 83)
 GB0602_MARKER: DB = BENCH MARK DISK
 GB0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0602_STAMPING: D 51 1934
 GB0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0602+STABILITY: SURFACE MOTION
 GB0602
 GB0602  HISTORY     - Date     Condition        Report By
 GB0602  HISTORY     - 1934     MONUMENTED       CGS
 GB0602  HISTORY     - 1952     MARK NOT FOUND   TVA
 GB0602
 GB0602                          STATION DESCRIPTION
 GB0602
 GB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0602'1.5 MI SW FROM COTULA.
 GB0602'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0602'FROM COTULA, CAMPBELL COUNTY, AT MILEAGE 216.5, 20 FEET NORTH OF
 GB0602'A FARM-ROAD CROSSING, 5 FEET NORTH OF A POLE.  A STANDARD DISK,
 GB0602'STAMPED D 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0602
 GB0602                          STATION RECOVERY (1952)
 GB0602
 GB0602'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0681 ***********************************************************************
 GA0681  DESIGNATION -  D 52
 GA0681  PID         -  GA0681
 GA0681  STATE/COUNTY-  TN/UNICOI
 GA0681  USGS QUAD   -  FLAG POND (1939)
 GA0681
 GA0681                         *CURRENT SURVEY CONTROL
 GA0681  ___________________________________________________________________
 GA0681* NAD 83(1986)-  36 03 00.     (N)    082 31 58.     (W)     SCALED    
 GA0681* NAVD 88     -       604.935  (meters)    1984.69   (feet)  ADJUSTED  
 GA0681  ___________________________________________________________________
 GA0681  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA0681  DYNAMIC HT  -         604.325 (meters)    1982.69  (feet)  COMP
 GA0681  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 GA0681
 GA0681  VERT ORDER  -  SECOND    CLASS 0
 GA0681
 GA0681.The horizontal coordinates were scaled from a topographic map and have
 GA0681.an estimated accuracy of +/- 6 seconds.
 GA0681
 GA0681.The orthometric height was determined by differential leveling
 GA0681.and adjusted by the National Geodetic Survey in June 1991..
 GA0681
 GA0681.The geoid height was determined by GEOID03.
 GA0681
 GA0681.The dynamic height is computed by dividing the NAVD 88
 GA0681.geopotential number by the normal gravity value computed on the
 GA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0681.degrees latitude (g = 980.6199 gals.).
 GA0681
 GA0681.The modeled gravity was interpolated from observed gravity values.
 GA0681
 GA0681;                    North         East    Units  Estimated Accuracy
 GA0681;SPC TN       -   196,000.      912,340.      MT  (+/- 180 meters Scaled)
 GA0681
 GA0681                          SUPERSEDED SURVEY CONTROL
 GA0681
 GA0681  NGVD 29 (??/??/92)  605.041  (m)         1985.04   (f) ADJ UNCH    2 0
 GA0681
 GA0681.Superseded values are not recommended for survey control.
 GA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0681.See file dsdata.txt to determine how the superseded data were derived.
 GA0681
 GA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV619905(NAD 83)
 GA0681_MARKER: DB = BENCH MARK DISK
 GA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0681_STAMPING: D 52 1934
 GA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0681+STABILITY: SURFACE MOTION
 GA0681
 GA0681  HISTORY     - Date     Condition        Report By
 GA0681  HISTORY     - 1934     MONUMENTED       CGS
 GA0681
 GA0681                          STATION DESCRIPTION
 GA0681
 GA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0681'2 MI E FROM ROCKY FORK.
 GA0681'2.0 MILES EAST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0681'UNICOI COUNTY, 2.8 MILES WEST OF THE JUNCTION WITH U.S. HIGHWAY
 GA0681'23, AT THE HOME OF W.J. WILLIS, 18 FEET NORTH OF THE CENTERLINE
 GA0681'OF THE HIGHWAY, AND 3 FEET EAST AND 8 FEET NORTH OF A FENCE CORNER.
 GA0681'A STANDARD DISK, STAMPED D 52 1934 AND SET IN THE TOP OF A CONCRETE
 GA0681'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1798 ***********************************************************************
 FB1798  DESIGNATION -  D 53
 FB1798  PID         -  FB1798
 FB1798  STATE/COUNTY-  TN/SEVIER
 FB1798  USGS QUAD   -  GATLINBURG (1979)
 FB1798
 FB1798                         *CURRENT SURVEY CONTROL
 FB1798  ___________________________________________________________________
 FB1798* NAD 83(1986)-  35 42 13.     (N)    083 31 28.     (W)     SCALED    
 FB1798* NAVD 88     -       412.142  (meters)    1352.17   (feet)  ADJUSTED  
 FB1798  ___________________________________________________________________
 FB1798  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FB1798  DYNAMIC HT  -         411.735 (meters)    1350.83  (feet)  COMP
 FB1798  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 FB1798
 FB1798  VERT ORDER  -  SECOND    CLASS 0
 FB1798
 FB1798.The horizontal coordinates were scaled from a topographic map and have
 FB1798.an estimated accuracy of +/- 6 seconds.
 FB1798
 FB1798.The orthometric height was determined by differential leveling
 FB1798.and adjusted by the National Geodetic Survey in June 1991..
 FB1798
 FB1798.The geoid height was determined by GEOID03.
 FB1798
 FB1798.The dynamic height is computed by dividing the NAVD 88
 FB1798.geopotential number by the normal gravity value computed on the
 FB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1798.degrees latitude (g = 980.6199 gals.).
 FB1798
 FB1798.The modeled gravity was interpolated from observed gravity values.
 FB1798
 FB1798;                    North         East    Units  Estimated Accuracy
 FB1798;SPC TN       -   154,860.      824,000.      MT  (+/- 180 meters Scaled)
 FB1798
 FB1798                          SUPERSEDED SURVEY CONTROL
 FB1798
 FB1798  NGVD 29 (??/??/92)  412.240  (m)         1352.49   (f) ADJ UNCH    2 0
 FB1798
 FB1798.Superseded values are not recommended for survey control.
 FB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1798.See file dsdata.txt to determine how the superseded data were derived.
 FB1798
 FB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV716540(NAD 83)
 FB1798_MARKER: DB = BENCH MARK DISK
 FB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1798_STAMPING: D 53 1934
 FB1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1798+STABILITY: SURFACE MOTION
 FB1798
 FB1798  HISTORY     - Date     Condition        Report By
 FB1798  HISTORY     - 1934     MONUMENTED       CGS
 FB1798  HISTORY     - 1940     GOOD             NGS
 FB1798
 FB1798                          STATION DESCRIPTION
 FB1798
 FB1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1798'0.9 MI S FROM GATLINBURG.
 FB1798'0.9 MILE SOUTH ALONG STATE HIGHWAY 71 FROM GATLINBURG, 60 FEET
 FB1798'EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 45 FEET SOUTHEAST OF
 FB1798'POLE 1625, 8 FEET WEST OF A LARGE BOULDER, AND ABOUT 1 FOOT
 FB1798'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 53 1934 AND
 FB1798'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0166 ***********************************************************************
 FC0166  DESIGNATION -  D 54
 FC0166  PID         -  FC0166
 FC0166  STATE/COUNTY-  TN/MONROE
 FC0166  USGS QUAD   -  MADISONVILLE (1984)
 FC0166
 FC0166                         *CURRENT SURVEY CONTROL
 FC0166  ___________________________________________________________________
 FC0166* NAD 83(1986)-  35 34 10.     (N)    084 17 27.     (W)     SCALED    
 FC0166* NAVD 88     -       263.429  (meters)     864.27   (feet)  ADJUSTED  
 FC0166  ___________________________________________________________________
 FC0166  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0166  DYNAMIC HT  -         263.178 (meters)     863.44  (feet)  COMP
 FC0166  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FC0166
 FC0166  VERT ORDER  -  SECOND    CLASS 0
 FC0166
 FC0166.The horizontal coordinates were scaled from a topographic map and have
 FC0166.an estimated accuracy of +/- 6 seconds.
 FC0166
 FC0166.The orthometric height was determined by differential leveling
 FC0166.and adjusted by the National Geodetic Survey in June 1991..
 FC0166
 FC0166.The geoid height was determined by GEOID03.
 FC0166
 FC0166.The dynamic height is computed by dividing the NAVD 88
 FC0166.geopotential number by the normal gravity value computed on the
 FC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0166.degrees latitude (g = 980.6199 gals.).
 FC0166
 FC0166.The modeled gravity was interpolated from observed gravity values.
 FC0166
 FC0166;                    North         East    Units  Estimated Accuracy
 FC0166;SPC TN       -   138,500.      754,920.      MT  (+/- 180 meters Scaled)
 FC0166
 FC0166                          SUPERSEDED SURVEY CONTROL
 FC0166
 FC0166  NGVD 29 (??/??/92)  263.532  (m)          864.60   (f) ADJ UNCH    2 0
 FC0166
 FC0166.Superseded values are not recommended for survey control.
 FC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0166.See file dsdata.txt to determine how the superseded data were derived.
 FC0166
 FC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE455395(NAD 83)
 FC0166_MARKER: DB = BENCH MARK DISK
 FC0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0166_SP_SET: BRIDGE
 FC0166_STAMPING: D 54 1934
 FC0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0166
 FC0166  HISTORY     - Date     Condition        Report By
 FC0166  HISTORY     - 1934     MONUMENTED       CGS
 FC0166  HISTORY     - 1949     GOOD             NGS
 FC0166
 FC0166                          STATION DESCRIPTION
 FC0166
 FC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0166'AT KINCAID.
 FC0166'AT KINCAID, MONROE COUNTY, 25-1/2 RAILS SOUTHWEST OF THE
 FC0166'LOUISVILLE AND NASHVILLE RAILROAD STATION SIGNBOARD, 23-1/2
 FC0166'RAILS SOUTHWEST OF A WATER TANK, AT BRIDGE 111, IN THE TOP OF THE
 FC0166'SOUTHWEST CONCRETE ABUTMENT, 3 FEET FROM THE NORTHWEST END, AND
 FC0166'6 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FC0166'DISK, STAMPED D 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0768 ***********************************************************************
 GA0768  DESIGNATION -  D 55
 GA0768  PID         -  GA0768
 GA0768  STATE/COUNTY-  TN/HAWKINS
 GA0768  USGS QUAD   -  BUREM (1976)
 GA0768
 GA0768                         *CURRENT SURVEY CONTROL
 GA0768  ___________________________________________________________________
 GA0768* NAD 83(1986)-  36 26 52.     (N)    082 59 18.     (W)     SCALED    
 GA0768* NAVD 88     -       363.778  (meters)    1193.49   (feet)  ADJUSTED  
 GA0768  ___________________________________________________________________
 GA0768  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0768  DYNAMIC HT  -         363.447 (meters)    1192.41  (feet)  COMP
 GA0768  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA0768
 GA0768  VERT ORDER  -  SECOND    CLASS 0
 GA0768
 GA0768.The horizontal coordinates were scaled from a topographic map and have
 GA0768.an estimated accuracy of +/- 6 seconds.
 GA0768
 GA0768.The orthometric height was determined by differential leveling
 GA0768.and adjusted by the National Geodetic Survey in June 1991..
 GA0768
 GA0768.The geoid height was determined by GEOID03.
 GA0768
 GA0768.The dynamic height is computed by dividing the NAVD 88
 GA0768.geopotential number by the normal gravity value computed on the
 GA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0768.degrees latitude (g = 980.6199 gals.).
 GA0768
 GA0768.The modeled gravity was interpolated from observed gravity values.
 GA0768
 GA0768;                    North         East    Units  Estimated Accuracy
 GA0768;SPC TN       -   238,760.      869,960.      MT  (+/- 180 meters Scaled)
 GA0768
 GA0768                          SUPERSEDED SURVEY CONTROL
 GA0768
 GA0768  NGVD 29 (??/??/92)  363.923  (m)         1193.97   (f) ADJ UNCH    2 0
 GA0768
 GA0768.Superseded values are not recommended for survey control.
 GA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0768.See file dsdata.txt to determine how the superseded data were derived.
 GA0768
 GA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218354(NAD 83)
 GA0768_MARKER: DB = BENCH MARK DISK
 GA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0768_STAMPING: D 55 1934
 GA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0768+STABILITY: SURFACE MOTION
 GA0768
 GA0768  HISTORY     - Date     Condition        Report By
 GA0768  HISTORY     - 1934     MONUMENTED       CGS
 GA0768  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA0768
 GA0768                          STATION DESCRIPTION
 GA0768
 GA0768'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA0768'3.8 MI NE FROM ROGERSVILLE.
 GA0768'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA0768'HAWKINS COUNTY, 65 FEET NORTH OF THE SOUTH CANEY CREEK BRIDGE,
 GA0768'AND 90 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GA0768'DISK, STAMPED D 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA0768'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0735 ***********************************************************************
 GA0735  DESIGNATION -  D 56
 GA0735  PID         -  GA0735
 GA0735  STATE/COUNTY-  TN/GREENE
 GA0735  USGS QUAD   -  MOSHEIM (1971)
 GA0735
 GA0735                         *CURRENT SURVEY CONTROL
 GA0735  ___________________________________________________________________
 GA0735* NAD 83(1986)-  36 10 15.     (N)    082 55 59.     (W)     SCALED    
 GA0735* NAVD 88     -       370.353  (meters)    1215.07   (feet)  ADJUSTED  
 GA0735  ___________________________________________________________________
 GA0735  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0735  DYNAMIC HT  -         370.006 (meters)    1213.93  (feet)  COMP
 GA0735  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 GA0735
 GA0735  VERT ORDER  -  SECOND    CLASS 0
 GA0735
 GA0735.The horizontal coordinates were scaled from a topographic map and have
 GA0735.an estimated accuracy of +/- 6 seconds.
 GA0735
 GA0735.The orthometric height was determined by differential leveling
 GA0735.and adjusted by the National Geodetic Survey in June 1991..
 GA0735
 GA0735.The geoid height was determined by GEOID03.
 GA0735
 GA0735.The dynamic height is computed by dividing the NAVD 88
 GA0735.geopotential number by the normal gravity value computed on the
 GA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0735.degrees latitude (g = 980.6199 gals.).
 GA0735
 GA0735.The modeled gravity was interpolated from observed gravity values.
 GA0735
 GA0735;                    North         East    Units  Estimated Accuracy
 GA0735;SPC TN       -   208,190.      875,880.      MT  (+/- 180 meters Scaled)
 GA0735
 GA0735                          SUPERSEDED SURVEY CONTROL
 GA0735
 GA0735  NGVD 29 (??/??/92)  370.501  (m)         1215.55   (f) ADJ UNCH    2 0
 GA0735
 GA0735.Superseded values are not recommended for survey control.
 GA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0735.See file dsdata.txt to determine how the superseded data were derived.
 GA0735
 GA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA261046(NAD 83)
 GA0735_MARKER: DB = BENCH MARK DISK
 GA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0735_STAMPING: D 56 1934
 GA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0735+STABILITY: SURFACE MOTION
 GA0735
 GA0735  HISTORY     - Date     Condition        Report By
 GA0735  HISTORY     - 1934     MONUMENTED       CGS
 GA0735  HISTORY     - 1950     GOOD             TVA
 GA0735  HISTORY     - 1981     GOOD             LOCENG
 GA0735
 GA0735                          STATION DESCRIPTION
 GA0735
 GA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0735'6.9 MI W FROM GREENEVILLE.
 GA0735'6.9 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0735'GREENEVILLE, GREENE COUNTY, 80 FEET E OF THE STATION AT RADER,
 GA0735'AT MILEAGE 63.6, 100 FEET W OF A GRADE CROSSING, 25 FEET S OF
 GA0735'THE CENTERLINE OF THE MAIN TRACK, 8 FEET N OF A FENCE.  64.3 FEET
 GA0735'SOUTHEAST OF SOUTHEAST CORNER OF STATION, 28 FEET SOUTH OF THE
 GA0735'CENTERLINE OF TRACK, 125 FEET NORTHWEST OF THE CENTERLINE OF
 GA0735'MAIN TRACK AND ROAD.  69 FEET SOUTHWEST OF SOUTHEAST CORNER OF 1
 GA0735'STORY HOUSE 5.5 FEET SOUTHEAST TO NAIL AND BOTTLE CAP IN POWER
 GA0735'POLE, 7.8 FEET EAST OF WHISTLE SIGN POSTS.  A STANDARD DISK,
 GA0735'STAMPED D 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0735
 GA0735                          STATION RECOVERY (1950)
 GA0735
 GA0735'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0735'RECOVERED IN GOOD CONDITION.
 GA0735
 GA0735                          STATION RECOVERY (1981)
 GA0735
 GA0735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0573 ***********************************************************************
 GA0573  DESIGNATION -  D 57
 GA0573  PID         -  GA0573
 GA0573  STATE/COUNTY-  TN/WASHINGTON
 GA0573  USGS QUAD   -  JOHNSON CITY (1968)
 GA0573
 GA0573                         *CURRENT SURVEY CONTROL
 GA0573  ___________________________________________________________________
 GA0573* NAD 83(1986)-  36 18 56.     (N)    082 21 11.     (W)     SCALED    
 GA0573* NAVD 88     -       494.094  (meters)    1621.04   (feet)  ADJUSTED  
 GA0573  ___________________________________________________________________
 GA0573  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0573  DYNAMIC HT  -         493.626 (meters)    1619.50  (feet)  COMP
 GA0573  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 GA0573
 GA0573  VERT ORDER  -  SECOND    CLASS 0
 GA0573
 GA0573.The horizontal coordinates were scaled from a topographic map and have
 GA0573.an estimated accuracy of +/- 6 seconds.
 GA0573
 GA0573.The orthometric height was determined by differential leveling
 GA0573.and adjusted by the National Geodetic Survey in June 1991..
 GA0573
 GA0573.The geoid height was determined by GEOID03.
 GA0573
 GA0573.The dynamic height is computed by dividing the NAVD 88
 GA0573.geopotential number by the normal gravity value computed on the
 GA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0573.degrees latitude (g = 980.6199 gals.).
 GA0573
 GA0573.The modeled gravity was interpolated from observed gravity values.
 GA0573
 GA0573;                    North         East    Units  Estimated Accuracy
 GA0573;SPC TN       -   226,030.      927,430.      MT  (+/- 180 meters Scaled)
 GA0573
 GA0573                          SUPERSEDED SURVEY CONTROL
 GA0573
 GA0573  NGVD 29 (??/??/92)  494.238  (m)         1621.51   (f) ADJ UNCH    2 0
 GA0573
 GA0573.Superseded values are not recommended for survey control.
 GA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0573.See file dsdata.txt to determine how the superseded data were derived.
 GA0573
 GA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785197(NAD 83)
 GA0573_MARKER: DB = BENCH MARK DISK
 GA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0573_STAMPING: 1821.512 D 57 1934
 GA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0573+STABILITY: SURFACE MOTION
 GA0573
 GA0573  HISTORY     - Date     Condition        Report By
 GA0573  HISTORY     - 1934     MONUMENTED       CGS
 GA0573  HISTORY     - 1953     GOOD             NGS
 GA0573  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0573
 GA0573                          STATION DESCRIPTION
 GA0573
 GA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA0573'AT JOHNSON CITY.
 GA0573'AT JOHNSON CITY, WASHINGTON COUNTY, IN THE TRIANGLE PARK EAST OF
 GA0573'THE SOUTHERN RAILWAY TRACK, 36 FEET EAST OF THE EAST RAIL, 35
 GA0573'FEET SOUTHWEST OF A FLAGPOLE, AND 5 FEET NORTH OF A SIDEWALK.  A
 GA0573'STANDARD DISK, STAMPED 1821.512 D 57 1934 AND SET IN THE TOP OF
 GA0573'A CONCRETE POST.
 GA0573
 GA0573                          STATION RECOVERY (2001)
 GA0573
 GA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0577 ***********************************************************************
 GA0577  DESIGNATION -  D 58
 GA0577  PID         -  GA0577
 GA0577  STATE/COUNTY-  TN/CARTER
 GA0577  USGS QUAD   -  JOHNSON CITY (1968)
 GA0577
 GA0577                         *CURRENT SURVEY CONTROL
 GA0577  ___________________________________________________________________
 GA0577* NAD 83(1986)-  36 18 38.     (N)    082 18 11.     (W)     SCALED    
 GA0577* NAVD 88     -       503.831  (meters)    1652.99   (feet)  ADJUSTED  
 GA0577  ___________________________________________________________________
 GA0577  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0577  DYNAMIC HT  -         503.352 (meters)    1651.41  (feet)  COMP
 GA0577  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 GA0577
 GA0577  VERT ORDER  -  SECOND    CLASS 0
 GA0577
 GA0577.The horizontal coordinates were scaled from a topographic map and have
 GA0577.an estimated accuracy of +/- 6 seconds.
 GA0577
 GA0577.The orthometric height was determined by differential leveling
 GA0577.and adjusted by the National Geodetic Survey in June 1991..
 GA0577
 GA0577.The geoid height was determined by GEOID03.
 GA0577
 GA0577.The dynamic height is computed by dividing the NAVD 88
 GA0577.geopotential number by the normal gravity value computed on the
 GA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0577.degrees latitude (g = 980.6199 gals.).
 GA0577
 GA0577.The modeled gravity was interpolated from observed gravity values.
 GA0577
 GA0577;                    North         East    Units  Estimated Accuracy
 GA0577;SPC TN       -   225,640.      931,930.      MT  (+/- 180 meters Scaled)
 GA0577
 GA0577                          SUPERSEDED SURVEY CONTROL
 GA0577
 GA0577  NGVD 29 (??/??/92)  503.964  (m)         1653.42   (f) ADJ UNCH    2 0
 GA0577
 GA0577.Superseded values are not recommended for survey control.
 GA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0577.See file dsdata.txt to determine how the superseded data were derived.
 GA0577
 GA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA830191(NAD 83)
 GA0577_MARKER: DB = BENCH MARK DISK
 GA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0577_STAMPING: D 58 1934
 GA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0577+STABILITY: SURFACE MOTION
 GA0577
 GA0577  HISTORY     - Date     Condition        Report By
 GA0577  HISTORY     - 1934     MONUMENTED       CGS
 GA0577  HISTORY     - 1935     GOOD             NGS
 GA0577
 GA0577                          STATION DESCRIPTION
 GA0577
 GA0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0577'3 MI E FROM JOHNSON CITY.
 GA0577'IN CARTER COUNTY, 3 MILES EAST ALONG THE EAST TENNESSEE AND
 GA0577'WESTERN NORTH CAROLINA RAILROAD FROM THE STATION AT JOHNSON CITY,
 GA0577'WASHINGTON COUNTY, 230 FEET EAST OF MILEPOST 3, 80 FEET WEST OF
 GA0577'A CROSSING, 18 FEET SOUTHWEST OF A ROAD, 15 FEET NORTH OF THE
 GA0577'CENTERLINE OF THE MAIN TRACK, AND 4 FEET HIGHER THAN THE TRACK.
 GA0577'A STANDARD DISK, STAMPED D 58 1934 AND SET IN THE TOP OF A CONCRETE
 GA0577'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0797 ***********************************************************************
 GD0797  DESIGNATION -  D 59
 GD0797  PID         -  GD0797
 GD0797  STATE/COUNTY-  TN/OBION
 GD0797  USGS QUAD   -  RIVES (1980)
 GD0797
 GD0797                         *CURRENT SURVEY CONTROL
 GD0797  ___________________________________________________________________
 GD0797* NAD 83(1986)-  36 16 17.     (N)    089 02 05.     (W)     SCALED    
 GD0797* NAVD 88     -        89.236  (meters)     292.77   (feet)  ADJUSTED  
 GD0797  ___________________________________________________________________
 GD0797  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0797  DYNAMIC HT  -          89.163 (meters)     292.53  (feet)  COMP
 GD0797  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 GD0797
 GD0797  VERT ORDER  -  SECOND    CLASS 0
 GD0797
 GD0797.The horizontal coordinates were scaled from a topographic map and have
 GD0797.an estimated accuracy of +/- 6 seconds.
 GD0797
 GD0797.The orthometric height was determined by differential leveling
 GD0797.and adjusted by the National Geodetic Survey in June 1991..
 GD0797
 GD0797.The geoid height was determined by GEOID03.
 GD0797
 GD0797.The dynamic height is computed by dividing the NAVD 88
 GD0797.geopotential number by the normal gravity value computed on the
 GD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0797.degrees latitude (g = 980.6199 gals.).
 GD0797
 GD0797.The modeled gravity was interpolated from observed gravity values.
 GD0797
 GD0797;                    North         East    Units  Estimated Accuracy
 GD0797;SPC TN       -   219,260.      327,370.      MT  (+/- 180 meters Scaled)
 GD0797
 GD0797                          SUPERSEDED SURVEY CONTROL
 GD0797
 GD0797  NGVD 29 (??/??/??)   89.248  (m)          292.81   (f) ADJUSTED    2 0
 GD0797
 GD0797.Superseded values are not recommended for survey control.
 GD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0797.See file dsdata.txt to determine how the superseded data were derived.
 GD0797
 GD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF172159(NAD 83)
 GD0797_MARKER: DB = BENCH MARK DISK
 GD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0797_STAMPING: D 59 1935
 GD0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0797+STABILITY: SURFACE MOTION
 GD0797
 GD0797  HISTORY     - Date     Condition        Report By
 GD0797  HISTORY     - 1935     MONUMENTED       CGS
 GD0797  HISTORY     - 1967     GOOD             CGS
 GD0797
 GD0797                          STATION DESCRIPTION
 GD0797
 GD0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0797'5 MI N FROM KENTON.
 GD0797'5.0 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0797'STATION AT KENTON, OBION COUNTY, 1.9 MILES SOUTH OF THE CROCKETT
 GD0797'STATION, 5 YARDS NORTH OF MILEPOST 436, AT THE NORTH END OF A
 GD0797'RAIL RACK, 24 YARDS SOUTH OF A LONG TRESTLE OVER A SWAMP, AND
 GD0797'4 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GD0797'STAMPED D 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0797
 GD0797                          STATION RECOVERY (1967)
 GD0797
 GD0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0554 ***********************************************************************
 GA0554  DESIGNATION -  D 59
 GA0554  PID         -  GA0554
 GA0554  STATE/COUNTY-  TN/WASHINGTON
 GA0554  USGS QUAD   -  JONESBOROUGH (1968)
 GA0554
 GA0554                         *CURRENT SURVEY CONTROL
 GA0554  ___________________________________________________________________
 GA0554* NAD 83(1986)-  36 17 23.     (N)    082 28 44.     (W)     SCALED    
 GA0554* NAVD 88     -       511.392  (meters)    1677.79   (feet)  ADJUSTED  
 GA0554  ___________________________________________________________________
 GA0554  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0554  DYNAMIC HT  -         510.903 (meters)    1676.19  (feet)  COMP
 GA0554  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 GA0554
 GA0554  VERT ORDER  -  SECOND    CLASS 0
 GA0554
 GA0554.The horizontal coordinates were scaled from a topographic map and have
 GA0554.an estimated accuracy of +/- 6 seconds.
 GA0554
 GA0554.The orthometric height was determined by differential leveling
 GA0554.and adjusted by the National Geodetic Survey in June 1991..
 GA0554
 GA0554.The geoid height was determined by GEOID03.
 GA0554
 GA0554.The dynamic height is computed by dividing the NAVD 88
 GA0554.geopotential number by the normal gravity value computed on the
 GA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0554.degrees latitude (g = 980.6199 gals.).
 GA0554
 GA0554.The modeled gravity was interpolated from observed gravity values.
 GA0554
 GA0554;                    North         East    Units  Estimated Accuracy
 GA0554;SPC TN       -   222,750.      916,240.      MT  (+/- 180 meters Scaled)
 GA0554
 GA0554                          SUPERSEDED SURVEY CONTROL
 GA0554
 GA0554  NGVD 29 (??/??/92)  511.527  (m)         1678.23   (f) ADJ UNCH    2 0
 GA0554
 GA0554.Superseded values are not recommended for survey control.
 GA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0554.See file dsdata.txt to determine how the superseded data were derived.
 GA0554
 GA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA671170(NAD 83)
 GA0554_MARKER: DB = BENCH MARK DISK
 GA0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0554_STAMPING: D 59 1934
 GA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0554+STABILITY: SURFACE MOTION
 GA0554
 GA0554  HISTORY     - Date     Condition        Report By
 GA0554  HISTORY     - 1934     MONUMENTED       CGS
 GA0554  HISTORY     - 1979     POOR             TVA
 GA0554  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0554
 GA0554                          STATION DESCRIPTION
 GA0554
 GA0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0554'AT JONESBORO.
 GA0554'AT JONESBORO, WASHINGTON COUNTY, 240 FEET WEST OF THE WEST SIDE
 GA0554'OF THE SOUTHERN RAILWAY STATION, 55 FEET EAST OF A CROSSING,
 GA0554'24 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 4 FEET
 GA0554'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 59 1934 AND SET
 GA0554'IN THE TOP OF A CONCRETE POST.
 GA0554
 GA0554                          STATION RECOVERY (1979)
 GA0554
 GA0554'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0554'MARK RECOVERED IN POOR CONDITION.
 GA0554
 GA0554                          STATION RECOVERY (2001)
 GA0554
 GA0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0007 ***********************************************************************
 FD0007  DESIGNATION -  D 6
 FD0007  PID         -  FD0007
 FD0007  STATE/COUNTY-  TN/RUTHERFORD
 FD0007  USGS QUAD   -  FOSTERVILLE (1980)
 FD0007
 FD0007                         *CURRENT SURVEY CONTROL
 FD0007  ___________________________________________________________________
 FD0007* NAD 83(1986)-  35 42 44.     (N)    086 23 59.     (W)     SCALED    
 FD0007* NAVD 88     -       214.165  (meters)     702.64   (feet)  ADJUSTED  
 FD0007  ___________________________________________________________________
 FD0007  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD0007  DYNAMIC HT  -         213.974 (meters)     702.01  (feet)  COMP
 FD0007  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FD0007
 FD0007  VERT ORDER  -  FIRST     CLASS II
 FD0007
 FD0007.The horizontal coordinates were scaled from a topographic map and have
 FD0007.an estimated accuracy of +/- 6 seconds.
 FD0007
 FD0007.The orthometric height was determined by differential leveling
 FD0007.and adjusted by the National Geodetic Survey in June 1991..
 FD0007
 FD0007.The geoid height was determined by GEOID03.
 FD0007
 FD0007.The dynamic height is computed by dividing the NAVD 88
 FD0007.geopotential number by the normal gravity value computed on the
 FD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0007.degrees latitude (g = 980.6199 gals.).
 FD0007
 FD0007.The modeled gravity was interpolated from observed gravity values.
 FD0007
 FD0007;                    North         East    Units  Estimated Accuracy
 FD0007;SPC TN       -   153,060.      563,830.      MT  (+/- 180 meters Scaled)
 FD0007
 FD0007                          SUPERSEDED SURVEY CONTROL
 FD0007
 FD0007  NGVD 29 (??/??/92)  214.171  (m)          702.66   (f) ADJ UNCH    1 2
 FD0007
 FD0007.Superseded values are not recommended for survey control.
 FD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0007.See file dsdata.txt to determine how the superseded data were derived.
 FD0007
 FD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE542521(NAD 83)
 FD0007_MARKER: DB = BENCH MARK DISK
 FD0007_SETTING: 66 = SET IN ROCK OUTCROP
 FD0007_SP_SET: ROCK LEDGE
 FD0007_STAMPING: 703.040 D 6 1930
 FD0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0007+STABILITY: POSITION/ELEVATION WELL
 FD0007
 FD0007  HISTORY     - Date     Condition        Report By
 FD0007  HISTORY     - 1930     MONUMENTED       CGS
 FD0007  HISTORY     - 1936     GOOD             NGS
 FD0007
 FD0007                          STATION DESCRIPTION
 FD0007
 FD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FD0007'0.2 MI N FROM CHRISTIANA.
 FD0007'0.25 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0007'RAILWAY FROM THE STATION AT CHRISTIANA, RUTHERFORD COUNTY, IN
 FD0007'THE TOP OF A CIRCULAR ROCKY LEDGE, 1 FOOT FROM THE WEST EDGE,
 FD0007'17 FEET WEST OF THE WEST RAIL, 4.5 FEET LOWER THAN THE TRACK,
 FD0007'AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 703.040
 FD0007'D 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0739 ***********************************************************************
 GD0739  DESIGNATION -  D 60
 GD0739  PID         -  GD0739
 GD0739  STATE/COUNTY-  TN/LAKE
 GD0739  USGS QUAD   -  TIPTONVILLE (1981)
 GD0739
 GD0739                         *CURRENT SURVEY CONTROL
 GD0739  ___________________________________________________________________
 GD0739* NAD 83(1986)-  36 23 37.     (N)    089 27 39.     (W)     SCALED    
 GD0739* NAVD 88     -        91.694  (meters)     300.83   (feet)  ADJUSTED  
 GD0739  ___________________________________________________________________
 GD0739  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0739  DYNAMIC HT  -          91.621 (meters)     300.59  (feet)  COMP
 GD0739  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GD0739
 GD0739  VERT ORDER  -  SECOND    CLASS 0
 GD0739
 GD0739.The horizontal coordinates were scaled from a topographic map and have
 GD0739.an estimated accuracy of +/- 6 seconds.
 GD0739
 GD0739.The orthometric height was determined by differential leveling
 GD0739.and adjusted by the National Geodetic Survey in June 1991..
 GD0739
 GD0739.The geoid height was determined by GEOID03.
 GD0739
 GD0739.The dynamic height is computed by dividing the NAVD 88
 GD0739.geopotential number by the normal gravity value computed on the
 GD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0739.degrees latitude (g = 980.6199 gals.).
 GD0739
 GD0739.The modeled gravity was interpolated from observed gravity values.
 GD0739
 GD0739;                    North         East    Units  Estimated Accuracy
 GD0739;SPC TN       -   234,080.      289,580.      MT  (+/- 180 meters Scaled)
 GD0739
 GD0739                          SUPERSEDED SURVEY CONTROL
 GD0739
 GD0739  NGVD 29 (??/??/??)   91.751  (m)          301.02   (f) ADJUSTED    2 0
 GD0739
 GD0739.Superseded values are not recommended for survey control.
 GD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0739.See file dsdata.txt to determine how the superseded data were derived.
 GD0739
 GD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF792304(NAD 83)
 GD0739_MARKER: DB = BENCH MARK DISK
 GD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0739_STAMPING: D 60 1935
 GD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0739+STABILITY: SURFACE MOTION
 GD0739
 GD0739  HISTORY     - Date     Condition        Report By
 GD0739  HISTORY     - 1935     MONUMENTED       CGS
 GD0739  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0739
 GD0739                          STATION DESCRIPTION
 GD0739
 GD0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0739'1.2 MI NE FROM TIPTONVILLE.
 GD0739'1.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0739'STATION AT TIPTONVILLE, LAKE COUNTY, 20 YARDS NORTHWEST OF THE
 GD0739'CENTERLINE OF THE TRACK, 7 YARDS SOUTH OF THE CENTERLINE OF A
 GD0739'GRAVEL CROSSROAD, AND 2 YARDS EAST OF A POLE.  A STANDARD DISK,
 GD0739'STAMPED D 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0739
 GD0739                          STATION RECOVERY (2002)
 GD0739
 GD0739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0935 ***********************************************************************
 FE0935  DESIGNATION -  D 61
 FE0935  PID         -  FE0935
 FE0935  STATE/COUNTY-  TN/LAUDERDALE
 FE0935  USGS QUAD   -  GATES (1983)
 FE0935
 FE0935                         *CURRENT SURVEY CONTROL
 FE0935  ___________________________________________________________________
 FE0935* NAD 83(1986)-  35 50 17.     (N)    089 24 23.     (W)     SCALED    
 FE0935* NAVD 88     -        94.806  (meters)     311.04   (feet)  ADJUSTED  
 FE0935  ___________________________________________________________________
 FE0935  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0935  DYNAMIC HT  -          94.725 (meters)     310.78  (feet)  COMP
 FE0935  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 FE0935
 FE0935  VERT ORDER  -  SECOND    CLASS 0
 FE0935
 FE0935.The horizontal coordinates were scaled from a topographic map and have
 FE0935.an estimated accuracy of +/- 6 seconds.
 FE0935
 FE0935.The orthometric height was determined by differential leveling
 FE0935.and adjusted by the National Geodetic Survey in June 1991..
 FE0935
 FE0935.The geoid height was determined by GEOID03.
 FE0935
 FE0935.The dynamic height is computed by dividing the NAVD 88
 FE0935.geopotential number by the normal gravity value computed on the
 FE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0935.degrees latitude (g = 980.6199 gals.).
 FE0935
 FE0935.The modeled gravity was interpolated from observed gravity values.
 FE0935
 FE0935;                    North         East    Units  Estimated Accuracy
 FE0935;SPC TN       -   172,300.      292,320.      MT  (+/- 180 meters Scaled)
 FE0935
 FE0935                          SUPERSEDED SURVEY CONTROL
 FE0935
 FE0935  NGVD 29 (??/??/??)   94.795  (m)          311.01   (f) ADJUSTED    2 0
 FE0935
 FE0935.Superseded values are not recommended for survey control.
 FE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0935.See file dsdata.txt to determine how the superseded data were derived.
 FE0935
 FE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE826686(NAD 83)
 FE0935_MARKER: DB = BENCH MARK DISK
 FE0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0935_STAMPING: D 61 1935
 FE0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0935+STABILITY: SURFACE MOTION
 FE0935
 FE0935  HISTORY     - Date     Condition        Report By
 FE0935  HISTORY     - 1935     MONUMENTED       CGS
 FE0935  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0935
 FE0935                          STATION DESCRIPTION
 FE0935
 FE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0935'AT GATES.
 FE0935'ORIGINAL DESCRIPTION-- AT GATES, LAUDERDALE COUNTY, 2 RAILS
 FE0935'NORTH OF THE NORTH END OF THE ILLINOIS CENTRAL RAILROAD STATION,
 FE0935'AND 25 FEET WEST OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 FE0935'D 61 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FE0935'EVIDENT THAT A FILL HAS BEEN MADE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1059 ***********************************************************************
 FE1059  DESIGNATION -  D 64
 FE1059  PID         -  FE1059
 FE1059  STATE/COUNTY-  TN/HARDEMAN
 FE1059  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1059
 FE1059                         *CURRENT SURVEY CONTROL
 FE1059  ___________________________________________________________________
 FE1059* NAD 83(1986)-  35 03 33.     (N)    089 11 03.     (W)     SCALED    
 FE1059* NAVD 88     -       176.877  (meters)     580.30   (feet)  ADJUSTED  
 FE1059  ___________________________________________________________________
 FE1059  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1059  DYNAMIC HT  -         176.709 (meters)     579.75  (feet)  COMP
 FE1059  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE1059
 FE1059  VERT ORDER  -  SECOND    CLASS 0
 FE1059
 FE1059.The horizontal coordinates were scaled from a topographic map and have
 FE1059.an estimated accuracy of +/- 6 seconds.
 FE1059
 FE1059.The orthometric height was determined by differential leveling
 FE1059.and adjusted by the National Geodetic Survey in June 1991..
 FE1059
 FE1059.The geoid height was determined by GEOID03.
 FE1059
 FE1059.The dynamic height is computed by dividing the NAVD 88
 FE1059.geopotential number by the normal gravity value computed on the
 FE1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1059.degrees latitude (g = 980.6199 gals.).
 FE1059
 FE1059.The modeled gravity was interpolated from observed gravity values.
 FE1059
 FE1059;                    North         East    Units  Estimated Accuracy
 FE1059;SPC TN       -    85,260.      309,570.      MT  (+/- 180 meters Scaled)
 FE1059
 FE1059                          SUPERSEDED SURVEY CONTROL
 FE1059
 FE1059  NGVD 29 (??/??/??)  176.833  (m)          580.16   (f) ADJUSTED    2 0
 FE1059
 FE1059.Superseded values are not recommended for survey control.
 FE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1059.See file dsdata.txt to determine how the superseded data were derived.
 FE1059
 FE1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD008817(NAD 83)
 FE1059_MARKER: DB = BENCH MARK DISK
 FE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1059_STAMPING: D 64 1935
 FE1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1059+STABILITY: SURFACE MOTION
 FE1059
 FE1059  HISTORY     - Date     Condition        Report By
 FE1059  HISTORY     - 1935     MONUMENTED       CGS
 FE1059  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1059
 FE1059                          STATION DESCRIPTION
 FE1059
 FE1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1059'0.8 MI N FROM GRAND JUNCTION.
 FE1059'0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1059'STATION AT GRAND JUNCTION, HARDEMAN COUNTY, 100 YARDS SOUTH OF A
 FE1059'WHITE HOUSE, AT A ROAD CROSSING, 3 RAILS NORTH OF THE ROAD, AND
 FE1059'30 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED D 64 1935
 FE1059'AND SET IN THE TOP OF A CONCRETE POST.
 FE1059
 FE1059                          STATION RECOVERY (2002)
 FE1059
 FE1059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1059'SUSPECTED DESTROYED, AREA DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0777 ***********************************************************************
 FE0777  DESIGNATION -  D 65
 FE0777  PID         -  FE0777
 FE0777  STATE/COUNTY-  TN/MADISON
 FE0777  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0777
 FE0777                         *CURRENT SURVEY CONTROL
 FE0777  ___________________________________________________________________
 FE0777* NAD 83(1986)-  35 31 44.     (N)    088 50 18.     (W)     SCALED    
 FE0777* NAVD 88     -       147.351  (meters)     483.43   (feet)  ADJUSTED  
 FE0777  ___________________________________________________________________
 FE0777  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0777  DYNAMIC HT  -         147.217 (meters)     482.99  (feet)  COMP
 FE0777  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FE0777
 FE0777  VERT ORDER  -  SECOND    CLASS 0
 FE0777
 FE0777.The horizontal coordinates were scaled from a topographic map and have
 FE0777.an estimated accuracy of +/- 6 seconds.
 FE0777
 FE0777.The orthometric height was determined by differential leveling
 FE0777.and adjusted by the National Geodetic Survey in June 1991..
 FE0777
 FE0777.The geoid height was determined by GEOID03.
 FE0777
 FE0777.The dynamic height is computed by dividing the NAVD 88
 FE0777.geopotential number by the normal gravity value computed on the
 FE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0777.degrees latitude (g = 980.6199 gals.).
 FE0777
 FE0777.The modeled gravity was interpolated from observed gravity values.
 FE0777
 FE0777;                    North         East    Units  Estimated Accuracy
 FE0777;SPC TN       -   136,380.      342,620.      MT  (+/- 180 meters Scaled)
 FE0777
 FE0777                          SUPERSEDED SURVEY CONTROL
 FE0777
 FE0777  NGVD 29 (??/??/??)  147.374  (m)          483.51   (f) ADJUSTED    2 0
 FE0777
 FE0777.Superseded values are not recommended for survey control.
 FE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0777.See file dsdata.txt to determine how the superseded data were derived.
 FE0777
 FE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE333332(NAD 83)
 FE0777_MARKER: DB = BENCH MARK DISK
 FE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0777_STAMPING: D 65 1935
 FE0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0777+STABILITY: SURFACE MOTION
 FE0777
 FE0777  HISTORY     - Date     Condition        Report By
 FE0777  HISTORY     - 1935     MONUMENTED       CGS
 FE0777  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0777
 FE0777                          STATION DESCRIPTION
 FE0777
 FE0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0777'1.2 MI S FROM MALESUS.
 FE0777'1-1/4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0777'STATION AT MALESUS, MADISON COUNTY, 1/4 MILE SOUTH OF MILEPOST
 FE0777'435, 100 FEET NORTH OF A WHITE HOUSE, 90 FEET SOUTH OF A FISH
 FE0777'POND, AT A ROAD CROSSING, 40 FEET NORTH OF THE ROAD, 40 FEET WEST
 FE0777'OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 FE0777'D 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0777
 FE0777                          STATION RECOVERY (2002)
 FE0777
 FE0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0777'SUSPECTED DESTROYED, TRACKS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0699 ***********************************************************************
 FE0699  DESIGNATION -  D 66
 FE0699  PID         -  FE0699
 FE0699  STATE/COUNTY-  TN/GIBSON
 FE0699  USGS QUAD   -  SPRING CREEK (1983)
 FE0699
 FE0699                         *CURRENT SURVEY CONTROL
 FE0699  ___________________________________________________________________
 FE0699* NAD 83(1986)-  35 50 25.     (N)    088 44 58.     (W)     SCALED    
 FE0699* NAVD 88     -       150.660  (meters)     494.29   (feet)  ADJUSTED  
 FE0699  ___________________________________________________________________
 FE0699  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0699  DYNAMIC HT  -         150.529 (meters)     493.86  (feet)  COMP
 FE0699  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0699
 FE0699  VERT ORDER  -  FIRST     CLASS II
 FE0699
 FE0699.The horizontal coordinates were scaled from a topographic map and have
 FE0699.an estimated accuracy of +/- 6 seconds.
 FE0699
 FE0699.The orthometric height was determined by differential leveling
 FE0699.and adjusted by the National Geodetic Survey in June 1991..
 FE0699
 FE0699.The geoid height was determined by GEOID03.
 FE0699
 FE0699.The dynamic height is computed by dividing the NAVD 88
 FE0699.geopotential number by the normal gravity value computed on the
 FE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0699.degrees latitude (g = 980.6199 gals.).
 FE0699
 FE0699.The modeled gravity was interpolated from observed gravity values.
 FE0699
 FE0699;                    North         East    Units  Estimated Accuracy
 FE0699;SPC TN       -   170,680.      351,650.      MT  (+/- 180 meters Scaled)
 FE0699
 FE0699                          SUPERSEDED SURVEY CONTROL
 FE0699
 FE0699  NGVD 29 (??/??/??)  150.712  (m)          494.46   (f) ADJUSTED    1 2
 FE0699
 FE0699.Superseded values are not recommended for survey control.
 FE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0699.See file dsdata.txt to determine how the superseded data were derived.
 FE0699
 FE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE420676(NAD 83)
 FE0699_MARKER: DB = BENCH MARK DISK
 FE0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0699_STAMPING: D 66 1935
 FE0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0699+STABILITY: SURFACE MOTION
 FE0699
 FE0699  HISTORY     - Date     Condition        Report By
 FE0699  HISTORY     - 1935     MONUMENTED       CGS
 FE0699  HISTORY     - 1948     GOOD             CGS
 FE0699  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0699
 FE0699                          STATION DESCRIPTION
 FE0699
 FE0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0699'3.1 MI N FROM MEDINA.
 FE0699'ABOUT 3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0699'STATION AT MEDINA, ABOUT 0.1 MILE NORTH OF MILE POST C 454,
 FE0699'AT THE TELEGRAPH OFFICE AT WEST SIDING, AND AT THE CROSSING OF AN
 FE0699'EAST-WEST BLACK TOP ROAD (LEADING EAST TO GOVERNMENT PROPERTY)
 FE0699'47 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 76 FEET
 FE0699'EAST-NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF
 FE0699'THE TELEGRAPH OFFICE, 146 FEET NORTH OF THE CENTER LINE OF THE BLACK
 FE0699'TOP ROAD, 54 FEET NORTH OF A 50-INCH OAK TREE, 3.5 FEET WEST
 FE0699'OF THE EAST R/W FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 FE0699'WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 FE0699'CONCRETE POST PROJECTING 1 INCH.
 FE0699
 FE0699                          STATION RECOVERY (2002)
 FE0699
 FE0699'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0699'SUSPECTED DESTROYED, AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1170 ***********************************************************************
 FE1170  DESIGNATION -  D 67
 FE1170  PID         -  FE1170
 FE1170  STATE/COUNTY-  TN/TIPTON
 FE1170  USGS QUAD   -  MASON (1973)
 FE1170
 FE1170                         *CURRENT SURVEY CONTROL
 FE1170  ___________________________________________________________________
 FE1170* NAD 83(1986)-  35 23 41.     (N)    089 33 08.     (W)     SCALED    
 FE1170* NAVD 88     -        91.240  (meters)     299.34   (feet)  ADJUSTED  
 FE1170  ___________________________________________________________________
 FE1170  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1170  DYNAMIC HT  -          91.159 (meters)     299.08  (feet)  COMP
 FE1170  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FE1170
 FE1170  VERT ORDER  -  SECOND    CLASS 0
 FE1170
 FE1170.The horizontal coordinates were scaled from a topographic map and have
 FE1170.an estimated accuracy of +/- 6 seconds.
 FE1170
 FE1170.The orthometric height was determined by differential leveling
 FE1170.and adjusted by the National Geodetic Survey in June 1991..
 FE1170
 FE1170.The geoid height was determined by GEOID03.
 FE1170
 FE1170.The dynamic height is computed by dividing the NAVD 88
 FE1170.geopotential number by the normal gravity value computed on the
 FE1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1170.degrees latitude (g = 980.6199 gals.).
 FE1170
 FE1170.The modeled gravity was interpolated from observed gravity values.
 FE1170
 FE1170;                    North         East    Units  Estimated Accuracy
 FE1170;SPC TN       -   123,620.      277,370.      MT  (+/- 180 meters Scaled)
 FE1170
 FE1170                          SUPERSEDED SURVEY CONTROL
 FE1170
 FE1170  NGVD 29 (??/??/??)   91.228  (m)          299.30   (f) ADJUSTED    2 0
 FE1170
 FE1170.Superseded values are not recommended for survey control.
 FE1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1170.See file dsdata.txt to determine how the superseded data were derived.
 FE1170
 FE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682198(NAD 83)
 FE1170_MARKER: DB = BENCH MARK DISK
 FE1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1170_STAMPING: D 67 1935
 FE1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1170+STABILITY: SURFACE MOTION
 FE1170
 FE1170  HISTORY     - Date     Condition        Report By
 FE1170  HISTORY     - 1935     MONUMENTED       CGS
 FE1170  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1170
 FE1170                          STATION DESCRIPTION
 FE1170
 FE1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1170'1.6 MI S FROM MASON.
 FE1170'1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1170'THE STATION AT MASON, TIPTON COUNTY, 60 FEET NORTH OF MILEPOST L 343,
 FE1170'ABOUT 100 FEET NORTHEAST OF A FARMHOUSE, AND 30 FEET WEST OF THE
 FE1170'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 67 1935
 FE1170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FE1170'GROUND.
 FE1170
 FE1170                          STATION RECOVERY (1963)
 FE1170
 FE1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0351 ***********************************************************************
 FF0351  DESIGNATION -  D 68
 FF0351  PID         -  FF0351
 FF0351  STATE/COUNTY-  TN/SHELBY
 FF0351  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0351
 FF0351                         *CURRENT SURVEY CONTROL
 FF0351  ___________________________________________________________________
 FF0351* NAD 83(1986)-  35 09 11.     (N)    090 00 45.     (W)     SCALED    
 FF0351* NAVD 88     -        75.902  (meters)     249.02   (feet)  ADJUSTED  
 FF0351  ___________________________________________________________________
 FF0351  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0351  DYNAMIC HT  -          75.833 (meters)     248.80  (feet)  COMP
 FF0351  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FF0351
 FF0351  VERT ORDER  -  FIRST     CLASS I
 FF0351
 FF0351.The horizontal coordinates were scaled from a topographic map and have
 FF0351.an estimated accuracy of +/- 6 seconds.
 FF0351
 FF0351.The orthometric height was determined by differential leveling
 FF0351.and adjusted by the National Geodetic Survey in June 1991..
 FF0351
 FF0351.The geoid height was determined by GEOID03.
 FF0351
 FF0351.The dynamic height is computed by dividing the NAVD 88
 FF0351.geopotential number by the normal gravity value computed on the
 FF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0351.degrees latitude (g = 980.6199 gals.).
 FF0351
 FF0351.The modeled gravity was interpolated from observed gravity values.
 FF0351
 FF0351;                    North         East    Units  Estimated Accuracy
 FF0351;SPC TN       -    98,440.      234,490.      MT  (+/- 180 meters Scaled)
 FF0351
 FF0351                          SUPERSEDED SURVEY CONTROL
 FF0351
 FF0351  NGVD 29 (??/??/??)   75.867  (m)          248.91   (f) ADJUSTED    1 1
 FF0351
 FF0351.Superseded values are not recommended for survey control.
 FF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0351.See file dsdata.txt to determine how the superseded data were derived.
 FF0351
 FF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU721941(NAD 83)
 FF0351_MARKER: DB = BENCH MARK DISK
 FF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0351+STABILITY: SURFACE MOTION
 FF0351
 FF0351  HISTORY     - Date     Condition        Report By
 FF0351  HISTORY     - 1935     MONUMENTED       CGS
 FF0351  HISTORY     - 1974     GOOD             NGS
 FF0351  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0351
 FF0351                          STATION DESCRIPTION
 FF0351
 FF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0351'AT MEMPHIS.
 FF0351'AT MEMPHIS, AT THE INTERSECTION OF NORTH PARKWAY-WATKINS STREET
 FF0351'AND THE CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD, 18 FEET
 FF0351'NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK, 61 FEET WEST OF THE
 FF0351'CENTER LINE OF WATKINS STREET, 31.6 FEET NORTH OF AND ACROSS TRACK
 FF0351'FROM THE NORTH CORNER OF AN ANGLE IN CONCRETE WALL AROUND
 FF0351'PARKING AREA OF SEARS ROEBUCK AND COMPANY BUILDING, 30.2 FEET WEST
 FF0351'OF A SIGNAL CROSSING LIGHT, 31.5 FEET SOUTHWEST OF THE SOUTHWEST
 FF0351'CORNER OF A TRAFFIC SIGNAL CONTROL BOX, 11 FEET SOUTH-SOUTHEAST
 FF0351'OF A POWER POLE 63487, ABOUT LEVEL WITH THE RAILS AND IN THE TOP
 FF0351'OF A CONCRETE POST 1-INCH BELOW GROUND.  NOTE-- MARK BATTERED,
 FF0351'STAMPING AND CASTING ON DISK ILLEGIBLE.
 FF0351
 FF0351                          STATION RECOVERY (1995)
 FF0351
 FF0351'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0239 ***********************************************************************
 FD0239  DESIGNATION -  D 7
 FD0239  PID         -  FD0239
 FD0239  STATE/COUNTY-  TN/COFFEE
 FD0239  USGS QUAD   -  MANCHESTER (1972)
 FD0239
 FD0239                         *CURRENT SURVEY CONTROL
 FD0239  ___________________________________________________________________
 FD0239* NAD 83(1986)-  35 28 49.     (N)    086 05 08.     (W)     SCALED    
 FD0239* NAVD 88     -       319.066  (meters)    1046.80   (feet)  ADJUSTED  
 FD0239  ___________________________________________________________________
 FD0239  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0239  DYNAMIC HT  -         318.761 (meters)    1045.80  (feet)  COMP
 FD0239  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0239
 FD0239  VERT ORDER  -  SECOND    CLASS 0
 FD0239
 FD0239.The horizontal coordinates were scaled from a topographic map and have
 FD0239.an estimated accuracy of +/- 6 seconds.
 FD0239
 FD0239.The orthometric height was determined by differential leveling
 FD0239.and adjusted by the National Geodetic Survey in June 1991..
 FD0239
 FD0239.The geoid height was determined by GEOID03.
 FD0239
 FD0239.The dynamic height is computed by dividing the NAVD 88
 FD0239.geopotential number by the normal gravity value computed on the
 FD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0239.degrees latitude (g = 980.6199 gals.).
 FD0239
 FD0239.The modeled gravity was interpolated from observed gravity values.
 FD0239
 FD0239;                    North         East    Units  Estimated Accuracy
 FD0239;SPC TN       -   127,260.      592,240.      MT  (+/- 180 meters Scaled)
 FD0239
 FD0239                          SUPERSEDED SURVEY CONTROL
 FD0239
 FD0239  NGVD 29 (??/??/92)  319.062  (m)         1046.79   (f) ADJ UNCH    2 0
 FD0239
 FD0239.Superseded values are not recommended for survey control.
 FD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0239.See file dsdata.txt to determine how the superseded data were derived.
 FD0239
 FD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE829266(NAD 83)
 FD0239_MARKER: DB = BENCH MARK DISK
 FD0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0239_SP_SET: PIER
 FD0239_STAMPING: D 7 1930 1047.098
 FD0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0239
 FD0239  HISTORY     - Date     Condition        Report By
 FD0239  HISTORY     - 1930     MONUMENTED       CGS
 FD0239  HISTORY     - 1960     GOOD             NGS
 FD0239  HISTORY     - 1962     GOOD             NGS
 FD0239
 FD0239                          STATION DESCRIPTION
 FD0239
 FD0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0239'AT MANCHESTER.
 FD0239'AT MANCHESTER, COFFEE COUNTY, 1 BLOCK SOUTH OF THE NASHVILLE,
 FD0239'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, AT THE OVERHEAD
 FD0239'CROSSING OF U.S. HIGHWAY 41, IN THE EAST FACE OF THE CENTRAL PIER,
 FD0239'11-1/2 FEET NORTH OF THE SOUTH END, 6.7 FEET WEST OF THE WEST RAIL,
 FD0239'AND 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 FD0239'1047.098 D 7 1930 AND SET VERTICALLY.
 FD0239
 FD0239                          STATION RECOVERY (1962)
 FD0239
 FD0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1056 ***********************************************************************
 FE1056  DESIGNATION -  D 72
 FE1056  PID         -  FE1056
 FE1056  STATE/COUNTY-  TN/HARDEMAN
 FE1056  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1056
 FE1056                         *CURRENT SURVEY CONTROL
 FE1056  ___________________________________________________________________
 FE1056* NAD 83(1986)-  35 15 23.     (N)    089 00 10.     (W)     SCALED    
 FE1056* NAVD 88     -       147.180  (meters)     482.87   (feet)  ADJUSTED  
 FE1056  ___________________________________________________________________
 FE1056  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1056  DYNAMIC HT  -         147.044 (meters)     482.43  (feet)  COMP
 FE1056  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FE1056
 FE1056  VERT ORDER  -  SECOND    CLASS 0
 FE1056
 FE1056.The horizontal coordinates were scaled from a topographic map and have
 FE1056.an estimated accuracy of +/- 6 seconds.
 FE1056
 FE1056.The orthometric height was determined by differential leveling
 FE1056.and adjusted by the National Geodetic Survey in June 1991..
 FE1056
 FE1056.The geoid height was determined by GEOID03.
 FE1056
 FE1056.The dynamic height is computed by dividing the NAVD 88
 FE1056.geopotential number by the normal gravity value computed on the
 FE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1056.degrees latitude (g = 980.6199 gals.).
 FE1056
 FE1056.The modeled gravity was interpolated from observed gravity values.
 FE1056
 FE1056;                    North         East    Units  Estimated Accuracy
 FE1056;SPC TN       -   106,610.      326,780.      MT  (+/- 180 meters Scaled)
 FE1056
 FE1056                          SUPERSEDED SURVEY CONTROL
 FE1056
 FE1056  NGVD 29 (??/??/??)  147.165  (m)          482.82   (f) ADJUSTED    2 0
 FE1056
 FE1056.Superseded values are not recommended for survey control.
 FE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1056.See file dsdata.txt to determine how the superseded data were derived.
 FE1056
 FE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE178033(NAD 83)
 FE1056_MARKER: DB = BENCH MARK DISK
 FE1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1056_STAMPING: D 72 1935
 FE1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1056+STABILITY: SURFACE MOTION
 FE1056
 FE1056  HISTORY     - Date     Condition        Report By
 FE1056  HISTORY     - 1935     MONUMENTED       CGS
 FE1056  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1056
 FE1056                          STATION DESCRIPTION
 FE1056
 FE1056'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1056'0.5 MI W FROM BOLIVAR.
 FE1056'0.5 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1056'PLANT AT BOLIVAR, HARDEMAN COUNTY, 100 FEET SOUTH OF A SINCLAIR
 FE1056'OIL CO. SERVICE STATION IN 1934, AT THE JUNCTION OF A ROAD, 40
 FE1056'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET NORTH OF
 FE1056'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 72 1935
 FE1056'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1024 ***********************************************************************
 FE1024  DESIGNATION -  D 73
 FE1024  PID         -  FE1024
 FE1024  STATE/COUNTY-  TN/FAYETTE
 FE1024  USGS QUAD   -  LACONIA (1983)
 FE1024
 FE1024                         *CURRENT SURVEY CONTROL
 FE1024  ___________________________________________________________________
 FE1024* NAD 83(1986)-  35 15 15.     (N)    089 21 06.     (W)     SCALED    
 FE1024* NAVD 88     -       107.487  (meters)     352.65   (feet)  ADJUSTED  
 FE1024  ___________________________________________________________________
 FE1024  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1024  DYNAMIC HT  -         107.390 (meters)     352.33  (feet)  COMP
 FE1024  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 FE1024
 FE1024  VERT ORDER  -  SECOND    CLASS 0
 FE1024
 FE1024.The horizontal coordinates were scaled from a topographic map and have
 FE1024.an estimated accuracy of +/- 6 seconds.
 FE1024
 FE1024.The orthometric height was determined by differential leveling
 FE1024.and adjusted by the National Geodetic Survey in June 1991..
 FE1024
 FE1024.The geoid height was determined by GEOID03.
 FE1024
 FE1024.The dynamic height is computed by dividing the NAVD 88
 FE1024.geopotential number by the normal gravity value computed on the
 FE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1024.degrees latitude (g = 980.6199 gals.).
 FE1024
 FE1024.The modeled gravity was interpolated from observed gravity values.
 FE1024
 FE1024;                    North         East    Units  Estimated Accuracy
 FE1024;SPC TN       -   107,390.      295,040.      MT  (+/- 180 meters Scaled)
 FE1024
 FE1024                          SUPERSEDED SURVEY CONTROL
 FE1024
 FE1024  NGVD 29 (??/??/??)  107.472  (m)          352.60   (f) ADJUSTED    2 0
 FE1024
 FE1024.Superseded values are not recommended for survey control.
 FE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1024.See file dsdata.txt to determine how the superseded data were derived.
 FE1024
 FE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE860037(NAD 83)
 FE1024_MARKER: DB = BENCH MARK DISK
 FE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1024_STAMPING: D 73 1935
 FE1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1024+STABILITY: SURFACE MOTION
 FE1024
 FE1024  HISTORY     - Date     Condition        Report By
 FE1024  HISTORY     - 1935     MONUMENTED       CGS
 FE1024  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1024
 FE1024                          STATION DESCRIPTION
 FE1024
 FE1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1024'0.7 MI W FROM SOMERVILLE.
 FE1024'0.7 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1024'RAILWAY FROM THE STATION AT SOMERVILLE, FAYETTE COUNTY, AT THE
 FE1024'CROSSING OF STATE HIGHWAY 50, 40 FEET EAST OF THE CENTERLINE OF THE
 FE1024'HIGHWAY, 40 FEET SOUTH OF CENTERLINE OF THE TRACK.  A STANDARD
 FE1024'DISK, STAMPED D 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1024
 FE1024                          STATION RECOVERY (2002)
 FE1024
 FE1024'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1024'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0483 ***********************************************************************
 FF0483  DESIGNATION -  D 75
 FF0483  PID         -  FF0483
 FF0483  STATE/COUNTY-  TN/SHELBY
 FF0483  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0483
 FF0483                         *CURRENT SURVEY CONTROL
 FF0483  ___________________________________________________________________
 FF0483* NAD 83(1986)-  35 07 38.     (N)    090 03 42.     (W)     SCALED    
 FF0483* NAVD 88     -        81.902  (meters)     268.71   (feet)  ADJUSTED  
 FF0483  ___________________________________________________________________
 FF0483  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0483  DYNAMIC HT  -          81.828 (meters)     268.46  (feet)  COMP
 FF0483  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 FF0483
 FF0483  VERT ORDER  -  FIRST     CLASS I
 FF0483
 FF0483.The horizontal coordinates were scaled from a topographic map and have
 FF0483.an estimated accuracy of +/- 6 seconds.
 FF0483
 FF0483.The orthometric height was determined by differential leveling
 FF0483.and adjusted by the National Geodetic Survey in June 1991..
 FF0483.WARNING-Repeat measurements at this control monument indicate possible
 FF0483.vertical movement.
 FF0483
 FF0483.The geoid height was determined by GEOID03.
 FF0483
 FF0483.The dynamic height is computed by dividing the NAVD 88
 FF0483.geopotential number by the normal gravity value computed on the
 FF0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0483.degrees latitude (g = 980.6199 gals.).
 FF0483
 FF0483.The modeled gravity was interpolated from observed gravity values.
 FF0483
 FF0483;                    North         East    Units  Estimated Accuracy
 FF0483;SPC TN       -    95,760.      229,890.      MT  (+/- 180 meters Scaled)
 FF0483
 FF0483                          SUPERSEDED SURVEY CONTROL
 FF0483
 FF0483  NGVD 29 (??/??/??)   81.882  (m)          268.64   (f) ADJUSTED    1 1
 FF0483
 FF0483.Superseded values are not recommended for survey control.
 FF0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0483.See file dsdata.txt to determine how the superseded data were derived.
 FF0483
 FF0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677911(NAD 83)
 FF0483_MARKER: DB = BENCH MARK DISK
 FF0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0483_STAMPING: D 75 1956
 FF0483_MARK LOGO: CGS   
 FF0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0483+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 FF0483
 FF0483  HISTORY     - Date     Condition        Report By
 FF0483  HISTORY     - 1956     MONUMENTED       CGS
 FF0483  HISTORY     - 1974     GOOD             NGS
 FF0483  HISTORY     - 1974     GOOD             NGS
 FF0483  HISTORY     - 1983     GOOD             NGS
 FF0483  HISTORY     - 1990     GOOD             USPSQD
 FF0483  HISTORY     - 19950510 GOOD             TN1620
 FF0483  HISTORY     - 20021024 GOOD             USACE
 FF0483  HISTORY     - 20060208 GOOD             TN1620
 FF0483
 FF0483                          STATION DESCRIPTION
 FF0483
 FF0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0483'AT MEMPHIS.
 FF0483'AT MEMPHIS, 0.2 MILE NORTH ALONG FLORIDA STREET FROM THE INTERSECTION
 FF0483'WITH CRUMP BOULEVARD, AT THE ST. LOUIS-SAN FRANCISCO-MISSOURI
 FF0483'PACIFIC RAILROAD OVERPASS, 31 1/2 FEET WEST OF THE CENTER LINE OF
 FF0483'FLORIDA STREET, 21.5 FEET SOUTH OF THE SOUTH RAIL OF THE MOST
 FF0483'SOUTHERLY TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 FF0483'CONCRETE ABUTMENT, 0.6 FOOT SOUTH OF A CONCRETE PILLAR AT THE WEST
 FF0483'END OF A BANNISTER, 1 FOOT WEST OF A PIPE RAILING AND 1/2 FOOT BELOW
 FF0483'LEVEL OF THE RAILS.
 FF0483
 FF0483                          STATION RECOVERY (1974)
 FF0483
 FF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (1983)
 FF0483
 FF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (1990)
 FF0483
 FF0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (1995)
 FF0483
 FF0483'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (2002)
 FF0483
 FF0483'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (2006)
 FF0483
 FF0483'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (KG)
 FF0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0431 ***********************************************************************
 FC0431  DESIGNATION -  D 77
 FC0431  PID         -  FC0431
 FC0431  STATE/COUNTY-  TN/MCMINN
 FC0431  USGS QUAD   -  RICEVILLE (1990)
 FC0431
 FC0431                         *CURRENT SURVEY CONTROL
 FC0431  ___________________________________________________________________
 FC0431* NAD 83(1986)-  35 25 21.     (N)    084 39 18.     (W)     SCALED    
 FC0431* NAVD 88     -       265.439  (meters)     870.86   (feet)  ADJUSTED  
 FC0431  ___________________________________________________________________
 FC0431  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0431  DYNAMIC HT  -         265.180 (meters)     870.01  (feet)  COMP
 FC0431  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 FC0431
 FC0431  VERT ORDER  -  FIRST     CLASS I
 FC0431
 FC0431.The horizontal coordinates were scaled from a topographic map and have
 FC0431.an estimated accuracy of +/- 6 seconds.
 FC0431
 FC0431.The orthometric height was determined by differential leveling
 FC0431.and adjusted by the National Geodetic Survey in June 1991..
 FC0431
 FC0431.The geoid height was determined by GEOID03.
 FC0431
 FC0431.The dynamic height is computed by dividing the NAVD 88
 FC0431.geopotential number by the normal gravity value computed on the
 FC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0431.degrees latitude (g = 980.6199 gals.).
 FC0431
 FC0431.The modeled gravity was interpolated from observed gravity values.
 FC0431
 FC0431;                    North         East    Units  Estimated Accuracy
 FC0431;SPC TN       -   121,680.      722,140.      MT  (+/- 180 meters Scaled)
 FC0431
 FC0431                          SUPERSEDED SURVEY CONTROL
 FC0431
 FC0431  NGVD 29 (??/??/92)  265.486  (m)          871.02   (f) ADJ UNCH    1 1
 FC0431
 FC0431.Superseded values are not recommended for survey control.
 FC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0431.See file dsdata.txt to determine how the superseded data were derived.
 FC0431
 FC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE128224(NAD 83)
 FC0431_MARKER: DB = BENCH MARK DISK
 FC0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0431_SP_SET: CULVERT
 FC0431_STAMPING: D 77 1934
 FC0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0431
 FC0431  HISTORY     - Date     Condition        Report By
 FC0431  HISTORY     - 1934     MONUMENTED       CGS
 FC0431  HISTORY     - 1968     GOOD             NGS
 FC0431
 FC0431                          STATION DESCRIPTION
 FC0431
 FC0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0431'3.6 MI NE FROM RICEVILLE.
 FC0431'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0431'OFFICE AT RICEVILLE, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 FC0431'GRAVELED ROAD, AT THE CROSSING OF THE SOUTHERN RAILWAY TRACK,
 FC0431'ABOUT 0.2 MILE NORTHEAST OF RAILWAY MILEPOST 190, SET IN THE TOP
 FC0431'OF WHAT WAS ONCE THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT
 FC0431'UNDER THE ROAD, 10.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 8
 FC0431'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 FC0431'BELOW THE LEVEL OF THE TRACK AND ABOUT 1 1/2 FEET BELOW THE
 FC0431'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1663 ***********************************************************************
 GB1663  DESIGNATION -  D 78
 GB1663  PID         -  GB1663
 GB1663  STATE/COUNTY-  TN/OVERTON
 GB1663  USGS QUAD   -  LIVINGSTON (1986)
 GB1663
 GB1663                         *CURRENT SURVEY CONTROL
 GB1663  ___________________________________________________________________
 GB1663* NAD 83(1986)-  36 23 00.     (N)    085 19 20.     (W)     SCALED    
 GB1663* NAVD 88     -       316.630  (meters)    1038.81   (feet)  ADJUSTED  
 GB1663  ___________________________________________________________________
 GB1663  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB1663  DYNAMIC HT  -         316.347 (meters)    1037.88  (feet)  COMP
 GB1663  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GB1663
 GB1663  VERT ORDER  -  SECOND    CLASS 0
 GB1663
 GB1663.The horizontal coordinates were scaled from a topographic map and have
 GB1663.an estimated accuracy of +/- 6 seconds.
 GB1663
 GB1663.The orthometric height was determined by differential leveling
 GB1663.and adjusted by the National Geodetic Survey in June 1991..
 GB1663
 GB1663.The geoid height was determined by GEOID03.
 GB1663
 GB1663.The dynamic height is computed by dividing the NAVD 88
 GB1663.geopotential number by the normal gravity value computed on the
 GB1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1663.degrees latitude (g = 980.6199 gals.).
 GB1663
 GB1663.The modeled gravity was interpolated from observed gravity values.
 GB1663
 GB1663;                    North         East    Units  Estimated Accuracy
 GB1663;SPC TN       -   227,660.      660,810.      MT  (+/- 180 meters Scaled)
 GB1663
 GB1663                          SUPERSEDED SURVEY CONTROL
 GB1663
 GB1663  NGVD 29 (??/??/92)  316.712  (m)         1039.08   (f) ADJ UNCH    2 0
 GB1663
 GB1663.Superseded values are not recommended for survey control.
 GB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1663.See file dsdata.txt to determine how the superseded data were derived.
 GB1663
 GB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF504277(NAD 83)
 GB1663_MARKER: DB = BENCH MARK DISK
 GB1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1663_SP_SET: BUILDING
 GB1663_STAMPING: D 78 1935
 GB1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1663
 GB1663  HISTORY     - Date     Condition        Report By
 GB1663  HISTORY     - 1935     MONUMENTED       CGS
 GB1663  HISTORY     - 1942     GOOD             NGS
 GB1663
 GB1663                          STATION DESCRIPTION
 GB1663
 GB1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1663'AT LIVINGSTON.
 GB1663'AT LIVINGSTON, OVERTON COUNTY, IN THE NORTH WALL OF THE UNION TRUST
 GB1663'BANK BUILDING, IN THE CENTER SUPPORT POST, AND ABOUT 2 FEET ABOVE
 GB1663'THE SIDEWALK.  A STANDARD DISK, STAMPED D 78 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0234 ***********************************************************************
 GC0234  DESIGNATION -  D 79
 GC0234  PID         -  GC0234
 GC0234  STATE/COUNTY-  TN/DE KALB
 GC0234  USGS QUAD   -  ALEXANDRIA (1983)
 GC0234
 GC0234                         *CURRENT SURVEY CONTROL
 GC0234  ___________________________________________________________________
 GC0234* NAD 83(1986)-  36 03 16.     (N)    086 01 26.     (W)     SCALED    
 GC0234* NAVD 88     -       216.044  (meters)     708.80   (feet)  ADJUSTED  
 GC0234  ___________________________________________________________________
 GC0234  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0234  DYNAMIC HT  -         215.855 (meters)     708.18  (feet)  COMP
 GC0234  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0234
 GC0234  VERT ORDER  -  SECOND    CLASS 0
 GC0234
 GC0234.The horizontal coordinates were scaled from a topographic map and have
 GC0234.an estimated accuracy of +/- 6 seconds.
 GC0234
 GC0234.The orthometric height was determined by differential leveling
 GC0234.and adjusted by the National Geodetic Survey in June 1991..
 GC0234
 GC0234.The geoid height was determined by GEOID03.
 GC0234
 GC0234.The dynamic height is computed by dividing the NAVD 88
 GC0234.geopotential number by the normal gravity value computed on the
 GC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0234.degrees latitude (g = 980.6199 gals.).
 GC0234
 GC0234.The modeled gravity was interpolated from observed gravity values.
 GC0234
 GC0234;                    North         East    Units  Estimated Accuracy
 GC0234;SPC TN       -   190,960.      597,850.      MT  (+/- 180 meters Scaled)
 GC0234
 GC0234                          SUPERSEDED SURVEY CONTROL
 GC0234
 GC0234  NGVD 29 (??/??/92)  216.092  (m)          708.96   (f) ADJ UNCH    2 0
 GC0234
 GC0234.Superseded values are not recommended for survey control.
 GC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0234.See file dsdata.txt to determine how the superseded data were derived.
 GC0234
 GC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE879904(NAD 83)
 GC0234_MARKER: DB = BENCH MARK DISK
 GC0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0234_STAMPING: D 79 1935
 GC0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0234+STABILITY: SURFACE MOTION
 GC0234
 GC0234  HISTORY     - Date     Condition        Report By
 GC0234  HISTORY     - 1935     MONUMENTED       CGS
 GC0234
 GC0234                          STATION DESCRIPTION
 GC0234
 GC0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0234'1.7 MI E FROM ALEXANDRIA.
 GC0234'1.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0234'ALEXANDRIA, DE KALB COUNTY, 100 YARDS SOUTHEAST OF A.M. PATTERSON
 GC0234'IN 1935, 28 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17
 GC0234'FEET WEST OF A 3-INCH OAK TREE, 13 FEET SOUTHEAST OF A STILE OVER
 GC0234'A FENCE, 2 FEET SOUTHWEST OF A WIRE FENCE, AND LEVEL WITH THE
 GC0234'HIGHWAY.  A STANDARD DISK, STAMPED D 79 1935 AND SET IN THE TOP
 GC0234'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1003 ***********************************************************************
 FC1003  DESIGNATION -  D 8
 FC1003  PID         -  FC1003
 FC1003  STATE/COUNTY-  TN/CUMBERLAND
 FC1003  USGS QUAD   -  DE ROSSETT (1984)
 FC1003
 FC1003                         *CURRENT SURVEY CONTROL
 FC1003  ___________________________________________________________________
 FC1003* NAD 83(1986)-  35 57 58.     (N)    085 15 12.     (W)     SCALED    
 FC1003* NAVD 88     -       606.521  (meters)    1989.89   (feet)  ADJUSTED  
 FC1003  ___________________________________________________________________
 FC1003  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FC1003  DYNAMIC HT  -         605.953 (meters)    1988.03  (feet)  COMP
 FC1003  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC1003
 FC1003  VERT ORDER  -  SECOND    CLASS 0
 FC1003
 FC1003.The horizontal coordinates were scaled from a topographic map and have
 FC1003.an estimated accuracy of +/- 6 seconds.
 FC1003
 FC1003.The orthometric height was determined by differential leveling
 FC1003.and adjusted by the National Geodetic Survey in June 1991..
 FC1003
 FC1003.The geoid height was determined by GEOID03.
 FC1003
 FC1003.The dynamic height is computed by dividing the NAVD 88
 FC1003.geopotential number by the normal gravity value computed on the
 FC1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1003.degrees latitude (g = 980.6199 gals.).
 FC1003
 FC1003.The modeled gravity was interpolated from observed gravity values.
 FC1003
 FC1003;                    North         East    Units  Estimated Accuracy
 FC1003;SPC TN       -   181,410.      667,350.      MT  (+/- 180 meters Scaled)
 FC1003
 FC1003                          SUPERSEDED SURVEY CONTROL
 FC1003
 FC1003  NGVD 29 (??/??/92)  606.573  (m)         1990.06   (f) ADJ UNCH    2 0
 FC1003
 FC1003.Superseded values are not recommended for survey control.
 FC1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1003.See file dsdata.txt to determine how the superseded data were derived.
 FC1003
 FC1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE574816(NAD 83)
 FC1003_MARKER: DB = BENCH MARK DISK
 FC1003_SETTING: 66 = SET IN ROCK OUTCROP
 FC1003_SP_SET: ROCK LEDGE
 FC1003_STAMPING: 1990.239 D 8 1931
 FC1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1003+STABILITY: POSITION/ELEVATION WELL
 FC1003
 FC1003  HISTORY     - Date     Condition        Report By
 FC1003  HISTORY     - 1931     MONUMENTED       CGS
 FC1003  HISTORY     - 1934     GOOD             NGS
 FC1003
 FC1003                          STATION DESCRIPTION
 FC1003
 FC1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1003'3.8 MI E FROM DE ROSSET.
 FC1003'IN CUMBERLAND COUNTY, ABOUT 3.8 MILES EAST ALONG U.S. HIGHWAY
 FC1003'70 A FROM DE ROSSET, WHITE COUNTY, ABOUT 0.7 MILE EAST OF THE
 FC1003'WHITE-CUMBERLAND COUNTY LINE, ABOUT 80 FEET WEST OF THE FIRST
 FC1003'HIGHWAY CULVERT WEST OF THE LOG CABIN TOURIST CAMP, ABOUT 90
 FC1003'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IN A ROCK LEDGE,
 FC1003'10 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED 1990.239 D 8
 FC1003'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1735 ***********************************************************************
 GB1735  DESIGNATION -  D 80
 GB1735  PID         -  GB1735
 GB1735  STATE/COUNTY-  TN/SMITH
 GB1735  USGS QUAD   -  GORDONSVILLE (1986)
 GB1735
 GB1735                         *CURRENT SURVEY CONTROL
 GB1735  ___________________________________________________________________
 GB1735* NAD 83(1986)-  36 07 31.     (N)    085 58 39.     (W)     SCALED    
 GB1735* NAVD 88     -       172.113  (meters)     564.67   (feet)  ADJUSTED  
 GB1735  ___________________________________________________________________
 GB1735  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1735  DYNAMIC HT  -         171.965 (meters)     564.19  (feet)  COMP
 GB1735  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GB1735
 GB1735  VERT ORDER  -  SECOND    CLASS 0
 GB1735
 GB1735.The horizontal coordinates were scaled from a topographic map and have
 GB1735.an estimated accuracy of +/- 6 seconds.
 GB1735
 GB1735.The orthometric height was determined by differential leveling
 GB1735.and adjusted by the National Geodetic Survey in June 1991..
 GB1735
 GB1735.The geoid height was determined by GEOID03.
 GB1735
 GB1735.The dynamic height is computed by dividing the NAVD 88
 GB1735.geopotential number by the normal gravity value computed on the
 GB1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1735.degrees latitude (g = 980.6199 gals.).
 GB1735
 GB1735.The modeled gravity was interpolated from observed gravity values.
 GB1735
 GB1735;                    North         East    Units  Estimated Accuracy
 GB1735;SPC TN       -   198,820.      602,030.      MT  (+/- 180 meters Scaled)
 GB1735
 GB1735                          SUPERSEDED SURVEY CONTROL
 GB1735
 GB1735  NGVD 29 (??/??/92)  172.177  (m)          564.88   (f) ADJ UNCH    2 0
 GB1735
 GB1735.Superseded values are not recommended for survey control.
 GB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1735.See file dsdata.txt to determine how the superseded data were derived.
 GB1735
 GB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE920983(NAD 83)
 GB1735_MARKER: DB = BENCH MARK DISK
 GB1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1735_STAMPING: D 80 1935
 GB1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1735+STABILITY: SURFACE MOTION
 GB1735
 GB1735  HISTORY     - Date     Condition        Report By
 GB1735  HISTORY     - 1935     MONUMENTED       CGS
 GB1735  HISTORY     - 1956     MARK NOT FOUND   NGS
 GB1735
 GB1735                          STATION DESCRIPTION
 GB1735
 GB1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GB1735'3.1 MI E FROM NORTH ALEXANDRIA.
 GB1735'3.1 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1735'STATION AT NORTH ALEXANDRIA, SMITH COUNTY, AT FLAG STATION SYKES,
 GB1735'AT THE NORTH SIDE OF A SMALL STORE, 39 FEET NORTHEAST OF THE
 GB1735'NORTHEAST CORNER OF THE CONCRETE PORCH, 29 FEET WEST OF THE
 GB1735'CENTERLINE OF A DIRT ROAD, 22 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
 GB1735'NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 GB1735'STANDARD DISK, STAMPED D 80 1935 AND SET IN THE TOP OF A CONCRETE
 GB1735'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1620 ***********************************************************************
 GB1620  DESIGNATION -  D 81
 GB1620  PID         -  GB1620
 GB1620  STATE/COUNTY-  TN/PUTNAM
 GB1620  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1620
 GB1620                         *CURRENT SURVEY CONTROL
 GB1620  ___________________________________________________________________
 GB1620* NAD 83(1986)-  36 11 44.     (N)    085 26 45.     (W)     SCALED    
 GB1620* NAVD 88     -       339.889  (meters)    1115.12   (feet)  ADJUSTED  
 GB1620  ___________________________________________________________________
 GB1620  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1620  DYNAMIC HT  -         339.585 (meters)    1114.12  (feet)  COMP
 GB1620  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1620
 GB1620  VERT ORDER  -  SECOND    CLASS 0
 GB1620
 GB1620.The horizontal coordinates were scaled from a topographic map and have
 GB1620.an estimated accuracy of +/- 6 seconds.
 GB1620
 GB1620.The orthometric height was determined by differential leveling
 GB1620.and adjusted by the National Geodetic Survey in June 1991..
 GB1620
 GB1620.The geoid height was determined by GEOID03.
 GB1620
 GB1620.The dynamic height is computed by dividing the NAVD 88
 GB1620.geopotential number by the normal gravity value computed on the
 GB1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1620.degrees latitude (g = 980.6199 gals.).
 GB1620
 GB1620.The modeled gravity was interpolated from observed gravity values.
 GB1620
 GB1620;                    North         East    Units  Estimated Accuracy
 GB1620;SPC TN       -   206,760.      649,840.      MT  (+/- 180 meters Scaled)
 GB1620
 GB1620                          SUPERSEDED SURVEY CONTROL
 GB1620
 GB1620  NGVD 29 (??/??/92)  339.976  (m)         1115.40   (f) ADJ UNCH    2 0
 GB1620
 GB1620.Superseded values are not recommended for survey control.
 GB1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1620.See file dsdata.txt to determine how the superseded data were derived.
 GB1620
 GB1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF397067(NAD 83)
 GB1620_MARKER: DB = BENCH MARK DISK
 GB1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1620_STAMPING: D 81 1935
 GB1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1620+STABILITY: SURFACE MOTION
 GB1620
 GB1620  HISTORY     - Date     Condition        Report By
 GB1620  HISTORY     - 1935     MONUMENTED       CGS
 GB1620
 GB1620                          STATION DESCRIPTION
 GB1620
 GB1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1620'AT ALGOOD.
 GB1620'AT ALGOOD, PUTNAM COUNTY, ON THE TENNESSEE CENTRAL RAILWAY, AT
 GB1620'THE CROSSING OF STATE HIGHWAY 42, 57 FEET SOUTHEAST OF THE
 GB1620'INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF THE
 GB1620'HIGHWAY, 15 FEET SOUTH OF THE SOUTH RAIL, AND 5 FEET WEST OF A
 GB1620'POLE.  A STANDARD DISK, STAMPED D 81 1935 AND SET IN THE TOP
 GB1620'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1984 ***********************************************************************
 GB1984  DESIGNATION -  D 82
 GB1984  PID         -  GB1984
 GB1984  STATE/COUNTY-  TN/CLAY
 GB1984  USGS QUAD   -  CELINA (1981)
 GB1984
 GB1984                         *CURRENT SURVEY CONTROL
 GB1984  ___________________________________________________________________
 GB1984* NAD 83(1986)-  36 35 01.     (N)    085 33 56.     (W)     SCALED    
 GB1984* NAVD 88     -       277.168  (meters)     909.34   (feet)  ADJUSTED  
 GB1984  ___________________________________________________________________
 GB1984  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB1984  DYNAMIC HT  -         276.934 (meters)     908.57  (feet)  COMP
 GB1984  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB1984
 GB1984  VERT ORDER  -  SECOND    CLASS 0
 GB1984
 GB1984.The horizontal coordinates were scaled from a topographic map and have
 GB1984.an estimated accuracy of +/- 6 seconds.
 GB1984
 GB1984.The orthometric height was determined by differential leveling
 GB1984.and adjusted by the National Geodetic Survey in June 1991..
 GB1984
 GB1984.The geoid height was determined by GEOID03.
 GB1984
 GB1984.The dynamic height is computed by dividing the NAVD 88
 GB1984.geopotential number by the normal gravity value computed on the
 GB1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1984.degrees latitude (g = 980.6199 gals.).
 GB1984
 GB1984.The modeled gravity was interpolated from observed gravity values.
 GB1984
 GB1984;                    North         East    Units  Estimated Accuracy
 GB1984;SPC TN       -   249,760.      638,880.      MT  (+/- 180 meters Scaled)
 GB1984
 GB1984                          SUPERSEDED SURVEY CONTROL
 GB1984
 GB1984  NGVD 29 (??/??/92)  277.284  (m)          909.72   (f) ADJ UNCH    2 0
 GB1984
 GB1984.Superseded values are not recommended for survey control.
 GB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1984.See file dsdata.txt to determine how the superseded data were derived.
 GB1984
 GB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF283496(NAD 83)
 GB1984_MARKER: DB = BENCH MARK DISK
 GB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1984_STAMPING: D 82 1951
 GB1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1984+STABILITY: SURFACE MOTION
 GB1984
 GB1984  HISTORY     - Date     Condition        Report By
 GB1984  HISTORY     - 1951     MONUMENTED       CGS
 GB1984  HISTORY     - 1951     GOOD             NGS
 GB1984  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1984
 GB1984                          STATION DESCRIPTION
 GB1984
 GB1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1984'4.2 MI NW FROM CELINA.
 GB1984'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1984'HOUSE AT CELINA, ABOUT 50 YARDS NORTHWEST OF THE TOP OF A GRADE,
 GB1984'33 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 25 FEET NORTHWEST
 GB1984'OF CENTER LINE OF A DRIVE SOUTHWEST TO A HOUSE NOW UNDER
 GB1984'CONSTRUCTION, 113 FEET NORTH OF NORTH CORNER OF CONCRETE BLOCK
 GB1984'BASEMENT OF NEW HOUSE, 1 FOOT NORTHEAST OF A WIRE FENCE, 6 FEET
 GB1984'NORTHWEST OF A 5-INCH OAK TREE SERVING AS A FENCE CORNER, 38
 GB1984'FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT
 GB1984'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GB1984'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1984'4 INCHES.
 GB1984
 GB1984                          STATION RECOVERY (2002)
 GB1984
 GB1984'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1984'PER LANDOWNER, MARK WAS DESTROYED DURING INSTALLATION OF WATER LINE A
 GB1984'FEW YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0226 ***********************************************************************
 GC0226  DESIGNATION -  D 83
 GC0226  PID         -  GC0226
 GC0226  STATE/COUNTY-  TN/TROUSDALE
 GC0226  USGS QUAD   -  HILLSDALE (1994)
 GC0226
 GC0226                         *CURRENT SURVEY CONTROL
 GC0226  ___________________________________________________________________
 GC0226* NAD 83(1986)-  36 24 32.     (N)    086 07 15.     (W)     SCALED    
 GC0226* NAVD 88     -       173.018  (meters)     567.64   (feet)  ADJUSTED  
 GC0226  ___________________________________________________________________
 GC0226  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0226  DYNAMIC HT  -         172.876 (meters)     567.18  (feet)  COMP
 GC0226  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GC0226
 GC0226  VERT ORDER  -  SECOND    CLASS 0
 GC0226
 GC0226.The horizontal coordinates were scaled from a topographic map and have
 GC0226.an estimated accuracy of +/- 6 seconds.
 GC0226
 GC0226.The orthometric height was determined by differential leveling
 GC0226.and adjusted by the National Geodetic Survey in June 1991..
 GC0226
 GC0226.The geoid height was determined by GEOID03.
 GC0226
 GC0226.The dynamic height is computed by dividing the NAVD 88
 GC0226.geopotential number by the normal gravity value computed on the
 GC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0226.degrees latitude (g = 980.6199 gals.).
 GC0226
 GC0226.The modeled gravity was interpolated from observed gravity values.
 GC0226
 GC0226;                    North         East    Units  Estimated Accuracy
 GC0226;SPC TN       -   230,290.      589,160.      MT  (+/- 180 meters Scaled)
 GC0226
 GC0226                          SUPERSEDED SURVEY CONTROL
 GC0226
 GC0226  NGVD 29 (??/??/92)  173.096  (m)          567.90   (f) ADJ UNCH    2 0
 GC0226
 GC0226.Superseded values are not recommended for survey control.
 GC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0226.See file dsdata.txt to determine how the superseded data were derived.
 GC0226
 GC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF788296(NAD 83)
 GC0226_MARKER: DB = BENCH MARK DISK
 GC0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0226_STAMPING: D 83 1935
 GC0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0226+STABILITY: SURFACE MOTION
 GC0226
 GC0226  HISTORY     - Date     Condition        Report By
 GC0226  HISTORY     - 1935     MONUMENTED       CGS
 GC0226  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0226
 GC0226                          STATION DESCRIPTION
 GC0226
 GC0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0226'3.9 MI NE FROM HARTSVILLE.
 GC0226'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 GC0226'AT HARTSVILLE, TROUSDALE COUNTY, 220 YARDS WEST OF A FARMHOUSE
 GC0226'OWNED BY SAM CELSOR, 35 FEET EAST OF THE CENTERLINE OF A T-ROAD
 GC0226'LEADING NORTH, 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GC0226'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 83 1935
 GC0226'AND SET IN THE TOP OF A CONCRETE POST.
 GC0226
 GC0226                          STATION RECOVERY (2001)
 GC0226
 GC0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0226'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0226'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1794 ***********************************************************************
 GB1794  DESIGNATION -  D 84
 GB1794  PID         -  GB1794
 GB1794  STATE/COUNTY-  TN/PUTNAM
 GB1794  USGS QUAD   -  BAXTER (1981)
 GB1794
 GB1794                         *CURRENT SURVEY CONTROL
 GB1794  ___________________________________________________________________
 GB1794* NAD 83(1986)-  36 09 14.     (N)    085 38 31.     (W)     SCALED    
 GB1794* NAVD 88     -       314.162  (meters)    1030.71   (feet)  ADJUSTED  
 GB1794  ___________________________________________________________________
 GB1794  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1794  DYNAMIC HT  -         313.881 (meters)    1029.79  (feet)  COMP
 GB1794  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GB1794
 GB1794  VERT ORDER  -  SECOND    CLASS 0
 GB1794
 GB1794.The horizontal coordinates were scaled from a topographic map and have
 GB1794.an estimated accuracy of +/- 6 seconds.
 GB1794
 GB1794.The orthometric height was determined by differential leveling
 GB1794.and adjusted by the National Geodetic Survey in June 1991..
 GB1794
 GB1794.The geoid height was determined by GEOID03.
 GB1794
 GB1794.The dynamic height is computed by dividing the NAVD 88
 GB1794.geopotential number by the normal gravity value computed on the
 GB1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1794.degrees latitude (g = 980.6199 gals.).
 GB1794
 GB1794.The modeled gravity was interpolated from observed gravity values.
 GB1794
 GB1794;                    North         East    Units  Estimated Accuracy
 GB1794;SPC TN       -   202,050.      632,220.      MT  (+/- 180 meters Scaled)
 GB1794
 GB1794                          SUPERSEDED SURVEY CONTROL
 GB1794
 GB1794  NGVD 29 (??/??/92)  314.227  (m)         1030.93   (f) ADJ UNCH    2 0
 GB1794
 GB1794.Superseded values are not recommended for survey control.
 GB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1794.See file dsdata.txt to determine how the superseded data were derived.
 GB1794
 GB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF221018(NAD 83)
 GB1794_MARKER: DB = BENCH MARK DISK
 GB1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1794_STAMPING: D 84 1935
 GB1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1794+STABILITY: SURFACE MOTION
 GB1794
 GB1794  HISTORY     - Date     Condition        Report By
 GB1794  HISTORY     - 1935     MONUMENTED       CGS
 GB1794  HISTORY     - 1950     GOOD             NGS
 GB1794  HISTORY     - 1960     GOOD             NGS
 GB1794
 GB1794                          STATION DESCRIPTION
 GB1794
 GB1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1794'AT BAXTER.
 GB1794'AT BAXTER, PUTNAM COUNTY, 23 YARDS WEST OF THE WEST END OF THE
 GB1794'TENNESSEE CENTRAL RAILWAY STATION, 21 FEET NORTH OF THE NORTH
 GB1794'RAIL, 2.5 FEET EAST OF AN IRON GUARD RAIL, AND 0.5 FOOT LOWER
 GB1794'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 84 1935
 GB1794'AND SET IN THE TOP OF A CONCRETE POST.
 GB1794
 GB1794                          STATION RECOVERY (1960)
 GB1794
 GB1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0161 ***********************************************************************
 GC0161  DESIGNATION -  D 85
 GC0161  PID         -  GC0161
 GC0161  STATE/COUNTY-  TN/WILSON
 GC0161  USGS QUAD   -  LEBANON (1983)
 GC0161
 GC0161                         *CURRENT SURVEY CONTROL
 GC0161  ___________________________________________________________________
 GC0161* NAD 83(1986)-  36 14 10.     (N)    086 22 22.     (W)     SCALED    
 GC0161* NAVD 88     -       179.709  (meters)     589.60   (feet)  ADJUSTED  
 GC0161  ___________________________________________________________________
 GC0161  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0161  DYNAMIC HT  -         179.560 (meters)     589.11  (feet)  COMP
 GC0161  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GC0161
 GC0161  VERT ORDER  -  SECOND    CLASS 0
 GC0161
 GC0161.The horizontal coordinates were scaled from a topographic map and have
 GC0161.an estimated accuracy of +/- 6 seconds.
 GC0161
 GC0161.The orthometric height was determined by differential leveling
 GC0161.and adjusted by the National Geodetic Survey in June 1991..
 GC0161
 GC0161.The geoid height was determined by GEOID03.
 GC0161
 GC0161.The dynamic height is computed by dividing the NAVD 88
 GC0161.geopotential number by the normal gravity value computed on the
 GC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0161.degrees latitude (g = 980.6199 gals.).
 GC0161
 GC0161.The modeled gravity was interpolated from observed gravity values.
 GC0161
 GC0161;                    North         East    Units  Estimated Accuracy
 GC0161;SPC TN       -   211,180.      566,490.      MT  (+/- 180 meters Scaled)
 GC0161
 GC0161                          SUPERSEDED SURVEY CONTROL
 GC0161
 GC0161  NGVD 29 (??/??/92)  179.765  (m)          589.78   (f) ADJ UNCH    2 0
 GC0161
 GC0161.Superseded values are not recommended for survey control.
 GC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0161.See file dsdata.txt to determine how the superseded data were derived.
 GC0161
 GC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF563103(NAD 83)
 GC0161_MARKER: DB = BENCH MARK DISK
 GC0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0161_STAMPING: D 85 1935
 GC0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0161+STABILITY: SURFACE MOTION
 GC0161
 GC0161  HISTORY     - Date     Condition        Report By
 GC0161  HISTORY     - 1935     MONUMENTED       CGS
 GC0161
 GC0161                          STATION DESCRIPTION
 GC0161
 GC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0161'5.2 MI NW FROM LEBANON.
 GC0161'5.2 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC0161'THE STATION AT LEBANON, WILSON COUNTY, AT FLAG STATION
 GC0161'HORNSPRINGS, 30 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 GC0161'32 FEET NORTHEAST OF THE NORTHEAST RAIL, 10 FEET SOUTHWEST
 GC0161'OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GC0161'STAMPED D 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1622 ***********************************************************************
 FE1622  DESIGNATION -  D 89
 FE1622  PID         -  FE1622
 FE1622  STATE/COUNTY-  TN/LAUDERDALE
 FE1622  USGS QUAD   -  FORT PILLOW (1972)
 FE1622
 FE1622                         *CURRENT SURVEY CONTROL
 FE1622  ___________________________________________________________________
 FE1622* NAD 83(1986)-  35 39 53.     (N)    089 44 29.     (W)     SCALED    
 FE1622* NAVD 88     -        86.688  (meters)     284.41   (feet)  ADJUSTED  
 FE1622  ___________________________________________________________________
 FE1622  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1622  DYNAMIC HT  -          86.615 (meters)     284.17  (feet)  COMP
 FE1622  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 FE1622
 FE1622  VERT ORDER  -  FIRST     CLASS II
 FE1622
 FE1622.The horizontal coordinates were scaled from a topographic map and have
 FE1622.an estimated accuracy of +/- 6 seconds.
 FE1622
 FE1622.The orthometric height was determined by differential leveling
 FE1622.and adjusted by the National Geodetic Survey in June 1991..
 FE1622
 FE1622.The geoid height was determined by GEOID03.
 FE1622
 FE1622.The dynamic height is computed by dividing the NAVD 88
 FE1622.geopotential number by the normal gravity value computed on the
 FE1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1622.degrees latitude (g = 980.6199 gals.).
 FE1622
 FE1622.The modeled gravity was interpolated from observed gravity values.
 FE1622
 FE1622;                    North         East    Units  Estimated Accuracy
 FE1622;SPC TN       -   154,190.      261,340.      MT  (+/- 180 meters Scaled)
 FE1622
 FE1622                          SUPERSEDED SURVEY CONTROL
 FE1622
 FE1622  NGVD 29 (??/??/??)   86.651  (m)          284.29   (f) ADJUSTED    1 2
 FE1622
 FE1622.Superseded values are not recommended for survey control.
 FE1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1622.See file dsdata.txt to determine how the superseded data were derived.
 FE1622
 FE1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE518502(NAD 83)
 FE1622_MARKER: DB = BENCH MARK DISK
 FE1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1622_SP_SET: CULVERT
 FE1622_STAMPING: D 89 1957
 FE1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1622
 FE1622  HISTORY     - Date     Condition        Report By
 FE1622  HISTORY     - 1957     MONUMENTED       CGS
 FE1622  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1622
 FE1622                          STATION DESCRIPTION
 FE1622
 FE1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1622'2 MI SW FROM CHERRY.
 FE1622'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1622'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, ON THE
 FE1622'GROUNDS OF THE FORT PILLOW STATE PRISON, ON TOP OF THE NORTHEAST
 FE1622'CONCRETE HEAD WALL OF AN ARCHED CULVERT UNDER A CINDER ROAD
 FE1622'ALONG THE NORTHEAST SIDE OF MAIN ENTRANCE TO PRISON, ABOUT 0.1
 FE1622'MILE NORTHWEST OF THE MAIN BUILDING, 196 FEET SOUTH-SOUTHEAST
 FE1622'OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST-NORTHEAST OF THE
 FE1622'CENTER LINE OF THE CINDER ROAD, 1.4 FEET SOUTHEAST OF THE
 FE1622'NORTHWEST END OF THE HEADWALL AND ABOUT 3 FEET BELOW THE LEVEL
 FE1622'OF THE HIGHWAY.
 FE1622
 FE1622                          STATION RECOVERY (2002)
 FE1622
 FE1622'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1622'MARK DESTROYED DUE TO NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0488 ***********************************************************************
 FD0488  DESIGNATION -  D 9
 FD0488  PID         -  FD0488
 FD0488  STATE/COUNTY-  TN/WILLIAMSON
 FD0488  USGS QUAD   -  LEIPERS FORK (1981)
 FD0488
 FD0488                         *CURRENT SURVEY CONTROL
 FD0488  ___________________________________________________________________
 FD0488* NAD 83(1986)-  35 52 32.     (N)    086 52 56.     (W)     SCALED    
 FD0488* NAVD 88     -       227.023  (meters)     744.82   (feet)  ADJUSTED  
 FD0488  ___________________________________________________________________
 FD0488  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0488  DYNAMIC HT  -         226.823 (meters)     744.17  (feet)  COMP
 FD0488  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FD0488
 FD0488  VERT ORDER  -  FIRST     CLASS II
 FD0488
 FD0488.The horizontal coordinates were scaled from a topographic map and have
 FD0488.an estimated accuracy of +/- 6 seconds.
 FD0488
 FD0488.The orthometric height was determined by differential leveling
 FD0488.and adjusted by the National Geodetic Survey in June 1991..
 FD0488
 FD0488.The geoid height was determined by GEOID03.
 FD0488
 FD0488.The dynamic height is computed by dividing the NAVD 88
 FD0488.geopotential number by the normal gravity value computed on the
 FD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0488.degrees latitude (g = 980.6199 gals.).
 FD0488
 FD0488.The modeled gravity was interpolated from observed gravity values.
 FD0488
 FD0488;                    North         East    Units  Estimated Accuracy
 FD0488;SPC TN       -   171,470.      520,340.      MT  (+/- 180 meters Scaled)
 FD0488
 FD0488                          SUPERSEDED SURVEY CONTROL
 FD0488
 FD0488  NGVD 29 (??/??/92)  226.993  (m)          744.73   (f) ADJ UNCH    1 2
 FD0488
 FD0488.Superseded values are not recommended for survey control.
 FD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0488.See file dsdata.txt to determine how the superseded data were derived.
 FD0488
 FD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106701(NAD 83)
 FD0488_MARKER: DB = BENCH MARK DISK
 FD0488_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FD0488_STAMPING: 745.002 D 9 1931
 FD0488_MARK LOGO: CGS   
 FD0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0488+STABILITY: POSITION/ELEVATION WELL
 FD0488
 FD0488  HISTORY     - Date     Condition        Report By
 FD0488  HISTORY     - 1931     MONUMENTED       CGS
 FD0488  HISTORY     - 1953     GOOD             NGS
 FD0488  HISTORY     - 1963     GOOD             NGS
 FD0488  HISTORY     - 1984     GOOD             NGS
 FD0488
 FD0488                          STATION DESCRIPTION
 FD0488
 FD0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0488'3.7 MI S FROM FRANKLIN.
 FD0488'3.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0488'THE STATION AT FRANKLIN, WILLIAMSON COUNTY, AT THE OVERHEAD
 FD0488'CROSSING OF U.S. HIGHWAY 31, IN THE FACE OF THE NORTH CENTER PIER,
 FD0488'NEAR THE MIDDLE OF THE SIDE FACING THE TRACK, 8 FEET NORTH OF
 FD0488'THE NORTH RAIL, AND 4.7 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FD0488'STAMPED 745.002 D 9 1931 AND SET VERTICALLY.
 FD0488
 FD0488                          STATION RECOVERY (1963)
 FD0488
 FD0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0488'RECOVERED IN GOOD CONDITION.
 FD0488
 FD0488                          STATION RECOVERY (1984)
 FD0488
 FD0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0326 ***********************************************************************
 FF0326  DESIGNATION -  D 90
 FF0326  PID         -  FF0326
 FF0326  STATE/COUNTY-  TN/SHELBY
 FF0326  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0326
 FF0326                         *CURRENT SURVEY CONTROL
 FF0326  ___________________________________________________________________
 FF0326* NAD 83(1986)-  35 12 21.     (N)    090 01 59.     (W)     SCALED    
 FF0326* NAVD 88     -        75.047  (meters)     246.22   (feet)  ADJUSTED  
 FF0326  ___________________________________________________________________
 FF0326  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0326  DYNAMIC HT  -          74.980 (meters)     246.00  (feet)  COMP
 FF0326  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FF0326
 FF0326  VERT ORDER  -  FIRST     CLASS I
 FF0326
 FF0326.The horizontal coordinates were scaled from a topographic map and have
 FF0326.an estimated accuracy of +/- 6 seconds.
 FF0326
 FF0326.The orthometric height was determined by differential leveling
 FF0326.and adjusted by the National Geodetic Survey in June 1991..
 FF0326
 FF0326.The geoid height was determined by GEOID03.
 FF0326
 FF0326.The dynamic height is computed by dividing the NAVD 88
 FF0326.geopotential number by the normal gravity value computed on the
 FF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0326.degrees latitude (g = 980.6199 gals.).
 FF0326
 FF0326.The modeled gravity was interpolated from observed gravity values.
 FF0326
 FF0326;                    North         East    Units  Estimated Accuracy
 FF0326;SPC TN       -   104,370.      232,860.      MT  (+/- 180 meters Scaled)
 FF0326
 FF0326                          SUPERSEDED SURVEY CONTROL
 FF0326
 FF0326  NGVD 29 (??/??/??)   75.006  (m)          246.08   (f) ADJUSTED    1 1
 FF0326
 FF0326.Superseded values are not recommended for survey control.
 FF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0326.See file dsdata.txt to determine how the superseded data were derived.
 FF0326
 FF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU701999(NAD 83)
 FF0326_MARKER: DB = BENCH MARK DISK
 FF0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0326_SP_SET: PIER
 FF0326_STAMPING: D90 1957
 FF0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0326+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0326
 FF0326  HISTORY     - Date     Condition        Report By
 FF0326  HISTORY     - 1957     MONUMENTED       CGS
 FF0326  HISTORY     - 1974     GOOD             NGS
 FF0326  HISTORY     - 19941201 GOOD             TN1620
 FF0326  HISTORY     - 20021022 GOOD             USACE
 FF0326
 FF0326                          STATION DESCRIPTION
 FF0326
 FF0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0326'AT FRAYSER.
 FF0326'AT FRAYSER, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHWEST
 FF0326'CONCRETE PIER OF U.S. HIGHWAY 51 OVERPASS OVER THE ILLINOIS
 FF0326'CENTRAL RAILROAD, 22 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 FF0326'MAIN TRACK, 7.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF SIDE
 FF0326'TRACK, 5 FEET SOUTHWEST OF THE NORTHEAST END OF PIER, 3.2 FEET
 FF0326'ABOVE GROUND.
 FF0326
 FF0326                          STATION RECOVERY (1994)
 FF0326
 FF0326'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0326'RECOVERED IN GOOD CONDITION.
 FF0326
 FF0326                          STATION RECOVERY (2002)
 FF0326
 FF0326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0327 ***********************************************************************
 FF0327  DESIGNATION -  D 91
 FF0327  PID         -  FF0327
 FF0327  STATE/COUNTY-  TN/SHELBY
 FF0327  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0327
 FF0327                         *CURRENT SURVEY CONTROL
 FF0327  ___________________________________________________________________
 FF0327* NAD 83(1986)-  35 12 17.     (N)    090 02 05.     (W)     SCALED    
 FF0327* NAVD 88     -        73.895  (meters)     242.44   (feet)  ADJUSTED  
 FF0327  ___________________________________________________________________
 FF0327  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0327  DYNAMIC HT  -          73.829 (meters)     242.22  (feet)  COMP
 FF0327  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FF0327
 FF0327  VERT ORDER  -  FIRST     CLASS I
 FF0327
 FF0327.The horizontal coordinates were scaled from a topographic map and have
 FF0327.an estimated accuracy of +/- 6 seconds.
 FF0327
 FF0327.The orthometric height was determined by differential leveling
 FF0327.and adjusted by the National Geodetic Survey in June 1991..
 FF0327
 FF0327.The geoid height was determined by GEOID03.
 FF0327
 FF0327.The dynamic height is computed by dividing the NAVD 88
 FF0327.geopotential number by the normal gravity value computed on the
 FF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0327.degrees latitude (g = 980.6199 gals.).
 FF0327
 FF0327.The modeled gravity was interpolated from observed gravity values.
 FF0327
 FF0327;                    North         East    Units  Estimated Accuracy
 FF0327;SPC TN       -   104,250.      232,700.      MT  (+/- 180 meters Scaled)
 FF0327
 FF0327                          SUPERSEDED SURVEY CONTROL
 FF0327
 FF0327  NGVD 29 (??/??/??)   73.854  (m)          242.30   (f) ADJUSTED    1 1
 FF0327
 FF0327.Superseded values are not recommended for survey control.
 FF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0327.See file dsdata.txt to determine how the superseded data were derived.
 FF0327
 FF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU699997(NAD 83)
 FF0327_MARKER: DB = BENCH MARK DISK
 FF0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0327_SP_SET: 32 FEET
 FF0327_STAMPING: D 91 1957
 FF0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0327
 FF0327  HISTORY     - Date     Condition        Report By
 FF0327  HISTORY     - 1957     MONUMENTED       CGS
 FF0327  HISTORY     - 1974     GOOD             NGS
 FF0327  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0327
 FF0327                          STATION DESCRIPTION
 FF0327
 FF0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0327'0.2 MI SW FROM FRAYSER.
 FF0327'ABOUT 0.2 MILE SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FF0327'THE U.S. HIGHWAY 51 OVERPASS AT FRAYSER, INSIDE OF A Y FORMED BY
 FF0327'MAIN TRACK AND SPUR TRACK LEADING SOUTHWEST, 122 FEET
 FF0327'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF MAIN TRACK, 31 FEET
 FF0327'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF SPUR TRACK, 52
 FF0327'FEET NORTH-NORTHWEST OF A LARGE FORKED ELM TREE IN HEAVY THICKET,
 FF0327'6 FEET SOUTHWEST OF A PIPE CORNER POST IN AN OLD FENCE LINE,
 FF0327'1 1/2 FEET NORTH-NORTHEAST OF A WHITE 4 FT BY 4 FT CONCRETE
 FF0327'WITNESS POST, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 FF0327'WITH MAIN TRACK AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH
 FF0327'UNDERGROUND AND PROTECTED BY A 4-INCH CLAY TILE PIPE, 1-INCH
 FF0327'UNDERGROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 FF0327
 FF0327                          STATION RECOVERY (2002)
 FF0327
 FF0327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0327'LARGE PILE OF RR DEBRIS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1570 ***********************************************************************
 FE1570  DESIGNATION -  D 92
 FE1570  PID         -  FE1570
 FE1570  STATE/COUNTY-  TN/LAUDERDALE
 FE1570  USGS QUAD   -  OPEN LAKE (1983)
 FE1570
 FE1570                         *CURRENT SURVEY CONTROL
 FE1570  ___________________________________________________________________
 FE1570* NAD 83(1986)-  35 48 59.     (N)    089 39 29.     (W)     SCALED    
 FE1570* NAVD 88     -        77.687  (meters)     254.88   (feet)  ADJUSTED  
 FE1570  ___________________________________________________________________
 FE1570  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1570  DYNAMIC HT  -          77.621 (meters)     254.66  (feet)  COMP
 FE1570  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 FE1570
 FE1570  VERT ORDER  -  FIRST     CLASS II
 FE1570
 FE1570.The horizontal coordinates were scaled from a topographic map and have
 FE1570.an estimated accuracy of +/- 6 seconds.
 FE1570
 FE1570.The orthometric height was determined by differential leveling
 FE1570.and adjusted by the National Geodetic Survey in June 1991..
 FE1570
 FE1570.The geoid height was determined by GEOID03.
 FE1570
 FE1570.The dynamic height is computed by dividing the NAVD 88
 FE1570.geopotential number by the normal gravity value computed on the
 FE1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1570.degrees latitude (g = 980.6199 gals.).
 FE1570
 FE1570.The modeled gravity was interpolated from observed gravity values.
 FE1570
 FE1570;                    North         East    Units  Estimated Accuracy
 FE1570;SPC TN       -   170,720.      269,510.      MT  (+/- 180 meters Scaled)
 FE1570
 FE1570                          SUPERSEDED SURVEY CONTROL
 FE1570
 FE1570  NGVD 29 (??/??/??)   77.643  (m)          254.73   (f) ADJUSTED    1 2
 FE1570
 FE1570.Superseded values are not recommended for survey control.
 FE1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1570.See file dsdata.txt to determine how the superseded data were derived.
 FE1570
 FE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598668(NAD 83)
 FE1570_MARKER: DB = BENCH MARK DISK
 FE1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1570_STAMPING: D 92 1957
 FE1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1570+STABILITY: SURFACE MOTION
 FE1570
 FE1570  HISTORY     - Date     Condition        Report By
 FE1570  HISTORY     - 1957     MONUMENTED       CGS
 FE1570  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1570
 FE1570                          STATION DESCRIPTION
 FE1570
 FE1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1570'6.6 MI NW FROM ARP.
 FE1570'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1570'ELEMENTARY SCHOOL AT ARP, THENCE 5.05 MILES NORTHWEST ALONG THE
 FE1570'GRAVEL ROAD LEADING TO BARR, 58 FEET SOUTH OF THE CENTER LINE OF
 FE1570'THE ROAD, 60 FEET NORTHWEST OF A WELL PUMP, 23 FEET NORTH OF
 FE1570'A 24-INCH FORKED HICKORY TREE, 16 FEET WEST-NORTHWEST OF THE
 FE1570'NORTHWEST CORNER OF AN ELEVATED FRAME HOUSE, 11 FEET SOUTH OF A
 FE1570'LONE 4-INCH PECAN TREE, 18 FEET EAST OF THE CENTER LINE OF A
 FE1570'DRIVEWAY, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FE1570'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1570'POST PROJECTING 4 INCHES.
 FE1570
 FE1570                          STATION RECOVERY (1971)
 FE1570
 FE1570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1366 ***********************************************************************
 FE1366  DESIGNATION -  D 93
 FE1366  PID         -  FE1366
 FE1366  STATE/COUNTY-  TN/TIPTON
 FE1366  USGS QUAD   -  MUNFORD (1983)
 FE1366
 FE1366                         *CURRENT SURVEY CONTROL
 FE1366  ___________________________________________________________________
 FE1366* NAD 83(1986)-  35 24 31.     (N)    089 49 43.     (W)     SCALED    
 FE1366* NAVD 88     -       108.431  (meters)     355.74   (feet)  ADJUSTED  
 FE1366  ___________________________________________________________________
 FE1366  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1366  DYNAMIC HT  -         108.336 (meters)     355.43  (feet)  COMP
 FE1366  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1366
 FE1366  VERT ORDER  -  SECOND    CLASS 0
 FE1366
 FE1366.The horizontal coordinates were scaled from a topographic map and have
 FE1366.an estimated accuracy of +/- 6 seconds.
 FE1366
 FE1366.The orthometric height was determined by differential leveling
 FE1366.and adjusted by the National Geodetic Survey in June 1991..
 FE1366
 FE1366.The geoid height was determined by GEOID03.
 FE1366
 FE1366.The dynamic height is computed by dividing the NAVD 88
 FE1366.geopotential number by the normal gravity value computed on the
 FE1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1366.degrees latitude (g = 980.6199 gals.).
 FE1366
 FE1366.The modeled gravity was interpolated from observed gravity values.
 FE1366
 FE1366;                    North         East    Units  Estimated Accuracy
 FE1366;SPC TN       -   126,100.      252,340.      MT  (+/- 180 meters Scaled)
 FE1366
 FE1366                          SUPERSEDED SURVEY CONTROL
 FE1366
 FE1366  NGVD 29 (??/??/??)  108.404  (m)          355.66   (f) ADJUSTED    2 0
 FE1366
 FE1366.Superseded values are not recommended for survey control.
 FE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1366.See file dsdata.txt to determine how the superseded data were derived.
 FE1366
 FE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE431220(NAD 83)
 FE1366_MARKER: DB = BENCH MARK DISK
 FE1366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1366_SP_SET: BRIDGE
 FE1366_STAMPING: D 93 1957
 FE1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1366
 FE1366  HISTORY     - Date     Condition        Report By
 FE1366  HISTORY     - 1957     MONUMENTED       CGS
 FE1366
 FE1366                          STATION DESCRIPTION
 FE1366
 FE1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1366'3.7 MI SW FROM ATOKA.
 FE1366'ABOUT 3.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1366'FROM THE STATION AT ATOKA, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 FE1366'NO. 368, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 FE1366'HEADWALL OF A 45 FOOT LONG ARCHED BRIDGE OVER BIG CREEK, 9 1/2
 FE1366'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT SOUTHWEST OF THE
 FE1366'NORTHEAST END OF THE HEADWALL AND 2-1/2 FEET BELOW THE LEVEL
 FE1366'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1732 ***********************************************************************
 FE1732  DESIGNATION -  D 94
 FE1732  PID         -  FE1732
 FE1732  STATE/COUNTY-  TN/TIPTON
 FE1732  USGS QUAD   -  COVINGTON (1983)
 FE1732
 FE1732                         *CURRENT SURVEY CONTROL
 FE1732  ___________________________________________________________________
 FE1732* NAD 83(1986)-  35 34 16.     (N)    089 38 24.     (W)     SCALED    
 FE1732* NAVD 88     -        88.660  (meters)     290.88   (feet)  ADJUSTED  
 FE1732  ___________________________________________________________________
 FE1732  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1732  DYNAMIC HT  -          88.586 (meters)     290.64  (feet)  COMP
 FE1732  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1732
 FE1732  VERT ORDER  -  FIRST     CLASS I
 FE1732
 FE1732.The horizontal coordinates were scaled from a topographic map and have
 FE1732.an estimated accuracy of +/- 6 seconds.
 FE1732
 FE1732.The orthometric height was determined by differential leveling
 FE1732.and adjusted by the National Geodetic Survey in June 1991..
 FE1732
 FE1732.The geoid height was determined by GEOID03.
 FE1732
 FE1732.The dynamic height is computed by dividing the NAVD 88
 FE1732.geopotential number by the normal gravity value computed on the
 FE1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1732.degrees latitude (g = 980.6199 gals.).
 FE1732
 FE1732.The modeled gravity was interpolated from observed gravity values.
 FE1732
 FE1732;                    North         East    Units  Estimated Accuracy
 FE1732;SPC TN       -   143,470.      270,130.      MT  (+/- 180 meters Scaled)
 FE1732
 FE1732                          SUPERSEDED SURVEY CONTROL
 FE1732
 FE1732  NGVD 29 (??/??/??)   88.630  (m)          290.78   (f) ADJUSTED    1 1
 FE1732
 FE1732.Superseded values are not recommended for survey control.
 FE1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1732.See file dsdata.txt to determine how the superseded data were derived.
 FE1732
 FE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE607395(NAD 83)
 FE1732_MARKER: DB = BENCH MARK DISK
 FE1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1732_SP_SET: CONCRETE FOOTING
 FE1732_STAMPING: D 94 1957
 FE1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1732+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1732
 FE1732  HISTORY     - Date     Condition        Report By
 FE1732  HISTORY     - 1957     MONUMENTED       CGS
 FE1732  HISTORY     - 1974     GOOD             NGS
 FE1732  HISTORY     - 1987     GOOD             USPSQD
 FE1732  HISTORY     - 20020529 GOOD             USACE
 FE1732
 FE1732                          STATION DESCRIPTION
 FE1732
 FE1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1732'0.4 MI N FROM COVINGTON.
 FE1732'ABOUT 0.4 MILE NORTH ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1732'STATION AT COVINGTON, 0.2 MILE NORTH OF MILEPOST 352, 0.1 MILE
 FE1732'NORTH-NORTHWEST OF THE CROSSING WITH EAST RIPLEY AVENUE, ABOUT 100
 FE1732'YARDS WEST OF THE MAIN TRACK, SET IN TOP OF THE SOUTH CORNER OF
 FE1732'THE SOUTHWEST CONCRETE FOOTING OF THE SOUTHWEST LEG OF A WATER
 FE1732'TOWER AND 2 FEET ABOVE GROUND.
 FE1732
 FE1732                          STATION RECOVERY (1987)
 FE1732
 FE1732'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1732'RECOVERED IN GOOD CONDITION.
 FE1732
 FE1732                          STATION RECOVERY (2002)
 FE1732
 FE1732'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1523 ***********************************************************************
 FE1523  DESIGNATION -  D 95
 FE1523  PID         -  FE1523
 FE1523  STATE/COUNTY-  TN/DYER
 FE1523  USGS QUAD   -  CHIC (1983)
 FE1523
 FE1523                         *CURRENT SURVEY CONTROL
 FE1523  ___________________________________________________________________
 FE1523* NAD 83(1995)-  35 59 58.88785(N)    089 41 20.65668(W)     ADJUSTED  
 FE1523* NAVD 88     -        80.059  (meters)     262.66   (feet)  ADJUSTED  
 FE1523  ___________________________________________________________________
 FE1523  X           -      28,034.678 (meters)                     COMP
 FE1523  Y           -  -5,165,984.821 (meters)                     COMP
 FE1523  Z           -   3,728,194.432 (meters)                     COMP
 FE1523  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FE1523  ELLIP HEIGHT-          51.87  (meters)          (05/31/05) GPS OBS
 FE1523  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE1523  DYNAMIC HT  -          79.992 (meters)     262.44  (feet)  COMP
 FE1523  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 FE1523
 FE1523  HORZ ORDER  -  FIRST
 FE1523  VERT ORDER  -  FIRST     CLASS II
 FE1523  ELLP ORDER  -  FOURTH    CLASS II
 FE1523
 FE1523.The horizontal coordinates were established by GPS observations
 FE1523.and adjusted by the National Geodetic Survey in May 2005..
 FE1523
 FE1523.The orthometric height was determined by differential leveling
 FE1523.and adjusted by the National Geodetic Survey in June 1991..
 FE1523
 FE1523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1523
 FE1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1523
 FE1523.The ellipsoidal height was determined by GPS observations
 FE1523.and is referenced to NAD 83.
 FE1523
 FE1523.The geoid height was determined by GEOID03.
 FE1523
 FE1523.The dynamic height is computed by dividing the NAVD 88
 FE1523.geopotential number by the normal gravity value computed on the
 FE1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1523.degrees latitude (g = 980.6199 gals.).
 FE1523
 FE1523.The modeled gravity was interpolated from observed gravity values.
 FE1523
 FE1523;                    North         East     Units Scale Factor Converg.
 FE1523;SPC TN       -   191,149.109   267,472.967   MT  0.99995256   -2 09 35.0
 FE1523;SPC TN       -   627,128.37    877,534.23   sFT  0.99995256   -2 09 35.0
 FE1523;UTM  16      - 3,987,258.929   257,611.718   MT  1.00032400   -1 34 52.9
 FE1523
 FE1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1523!SPC TN       -   0.99999186  x   0.99995256  =   0.99994442
 FE1523!UTM  16      -   0.99999186  x   1.00032400  =   1.00031586
 FE1523
 FE1523                          SUPERSEDED SURVEY CONTROL
 FE1523
 FE1523  NAVD 88 (05/31/05)   80.06   (m)          262.7    (f) LEVELING    3  
 FE1523  NGVD 29 (??/??/??)   80.001  (m)          262.47   (f) ADJUSTED    1 2
 FE1523
 FE1523.Superseded values are not recommended for survey control.
 FE1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1523.See file dsdata.txt to determine how the superseded data were derived.
 FE1523
 FE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5761287259(NAD 83)
 FE1523_MARKER: DB = BENCH MARK DISK
 FE1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1523_STAMPING: D 95 1957
 FE1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1523+STABILITY: SURFACE MOTION
 FE1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1523+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 FE1523
 FE1523  HISTORY     - Date     Condition        Report By
 FE1523  HISTORY     - 1957     MONUMENTED       CGS
 FE1523  HISTORY     - 20020806 GOOD             USACE
 FE1523  HISTORY     - 20030708 GOOD             EMCINC
 FE1523
 FE1523                          STATION DESCRIPTION
 FE1523
 FE1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1523'0.4 MI S FROM MIDWAY.
 FE1523'0.45 MILE SOUTH ALONG A ONE-LANE PAVED ROAD FROM THE BAPTIST
 FE1523'CHURCH AT MIDWAY, 56 FEET EAST OF EAST EDGE OF PAVEMENT, 135
 FE1523'FEET WEST OF TELEPHONE POLE NO. 162, 48 FEET NORTHEAST OF A
 FE1523'POWER LINE BRANCH POLE, 39 1/2 FEET SOUTH OF SOUTHWEST CORNER
 FE1523'OF A HOUSE OWNED IN 1957 BY A.B. WILLARD, 67 3/4 FEET SOUTHWEST
 FE1523'OF A WELL WITH PUMP, 6 1/2 FEET WEST OF A 3-INCH MULBERRY TREE
 FE1523'WHICH IS IN A FENCE LINE, 2 FEET WEST OF A CONCRETE WITNESS
 FE1523'POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 FE1523'CONCRETE POST PROJECTING 3 INCHES.
 FE1523
 FE1523                          STATION RECOVERY (2002)
 FE1523
 FE1523'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1523'RECOVERED IN GOOD CONDITION.
 FE1523
 FE1523                          STATION RECOVERY (2003)
 FE1523
 FE1523'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0888 ***********************************************************************
 GD0888  DESIGNATION -  D 96
 GD0888  PID         -  GD0888
 GD0888  STATE/COUNTY-  TN/DYER
 GD0888  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0888
 GD0888                         *CURRENT SURVEY CONTROL
 GD0888  ___________________________________________________________________
 GD0888* NAD 83(1986)-  36 05 07.     (N)    089 37 51.     (W)     SCALED    
 GD0888* NAVD 88     -        81.770  (meters)     268.27   (feet)  ADJUSTED  
 GD0888  ___________________________________________________________________
 GD0888  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0888  DYNAMIC HT  -          81.702 (meters)     268.05  (feet)  COMP
 GD0888  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GD0888
 GD0888  VERT ORDER  -  FIRST     CLASS II
 GD0888
 GD0888.The horizontal coordinates were scaled from a topographic map and have
 GD0888.an estimated accuracy of +/- 6 seconds.
 GD0888
 GD0888.The orthometric height was determined by differential leveling
 GD0888.and adjusted by the National Geodetic Survey in June 1991..
 GD0888
 GD0888.The geoid height was determined by GEOID03.
 GD0888
 GD0888.The dynamic height is computed by dividing the NAVD 88
 GD0888.geopotential number by the normal gravity value computed on the
 GD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0888.degrees latitude (g = 980.6199 gals.).
 GD0888
 GD0888.The modeled gravity was interpolated from observed gravity values.
 GD0888
 GD0888;                    North         East    Units  Estimated Accuracy
 GD0888;SPC TN       -   200,440.      273,070.      MT  (+/- 180 meters Scaled)
 GD0888
 GD0888                          SUPERSEDED SURVEY CONTROL
 GD0888
 GD0888  NGVD 29 (??/??/??)   81.705  (m)          268.06   (f) ADJUSTED    1 2
 GD0888
 GD0888.Superseded values are not recommended for survey control.
 GD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0888.See file dsdata.txt to determine how the superseded data were derived.
 GD0888
 GD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE631966(NAD 83)
 GD0888_MARKER: DB = BENCH MARK DISK
 GD0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0888_STAMPING: D 96 1957
 GD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0888+STABILITY: SURFACE MOTION
 GD0888
 GD0888  HISTORY     - Date     Condition        Report By
 GD0888  HISTORY     - 1957     MONUMENTED       CGS
 GD0888  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0888
 GD0888                          STATION DESCRIPTION
 GD0888
 GD0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0888'4.2 MI NE FROM HELOISE.
 GD0888'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0888'LANDING AT HELOISE, THENCE ABOUT 2.15 MILES NORTH ALONG A
 GD0888'GRAVEL ROAD, ABOUT 0.8 MILE NORTHEAST OF BOOTHSPOINT POST
 GD0888'OFFICE, AT A POINT WHERE A PRIVATE DRIVE LEADS NORTHEAST ACROSS
 GD0888'OLD LEVEE TO A FARM HOUSE, 75 FEET EAST AND ACROSS LEVEE FROM
 GD0888'CENTER LINE OF ROAD, 39 FEET EAST OF CENTER OF TOP OF LEVEE,
 GD0888'82 FEET WEST OF NORTHWEST CORNER OF A HOUSE, 43 1/2 FEET NORTH
 GD0888'OF NORTHEAST CORNER OF A MACHINE SHED, 57 FEET NORTHWEST OF A
 GD0888'POWER POLE WITH A TRANSFORMER, 3 FEET EAST OF A FENCE CORNER,
 GD0888'3 FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND
 GD0888'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GD0888'NOTE-- LEVEE AND ROAD CHANGED, HOUSE MOVED ABOUT ONE QUARTER
 GD0888'MILE EAST.  POST COULD VERY LIKELY BE IN MISSISSIPPI RIVER.
 GD0888
 GD0888                          STATION RECOVERY (1969)
 GD0888
 GD0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0946 ***********************************************************************
 GA0946  DESIGNATION -  D 97
 GA0946  PID         -  GA0946
 GA0946  STATE/COUNTY-  TN/WASHINGTON
 GA0946  USGS QUAD   -  LEESBURG (1971)
 GA0946
 GA0946                         *CURRENT SURVEY CONTROL
 GA0946  ___________________________________________________________________
 GA0946* NAD 83(1986)-  36 19 36.     (N)    082 33 55.     (W)     SCALED    
 GA0946* NAVD 88     -       475.494  (meters)    1560.02   (feet)  ADJUSTED  
 GA0946  ___________________________________________________________________
 GA0946  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0946  DYNAMIC HT  -         475.045 (meters)    1558.54  (feet)  COMP
 GA0946  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0946
 GA0946  VERT ORDER  -  SECOND    CLASS 0
 GA0946
 GA0946.The horizontal coordinates were scaled from a topographic map and have
 GA0946.an estimated accuracy of +/- 6 seconds.
 GA0946
 GA0946.The orthometric height was determined by differential leveling
 GA0946.and adjusted by the National Geodetic Survey in June 1991..
 GA0946
 GA0946.The geoid height was determined by GEOID03.
 GA0946
 GA0946.The dynamic height is computed by dividing the NAVD 88
 GA0946.geopotential number by the normal gravity value computed on the
 GA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0946.degrees latitude (g = 980.6199 gals.).
 GA0946
 GA0946.The modeled gravity was interpolated from observed gravity values.
 GA0946
 GA0946;                    North         East    Units  Estimated Accuracy
 GA0946;SPC TN       -   226,570.      908,340.      MT  (+/- 180 meters Scaled)
 GA0946
 GA0946                          SUPERSEDED SURVEY CONTROL
 GA0946
 GA0946  NGVD 29 (??/??/92)  475.637  (m)         1560.49   (f) ADJ UNCH    2 0
 GA0946
 GA0946.Superseded values are not recommended for survey control.
 GA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0946.See file dsdata.txt to determine how the superseded data were derived.
 GA0946
 GA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595213(NAD 83)
 GA0946_MARKER: DB = BENCH MARK DISK
 GA0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0946_STAMPING: D 107 1935
 GA0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0946+STABILITY: SURFACE MOTION
 GA0946
 GA0946  HISTORY     - Date     Condition        Report By
 GA0946  HISTORY     - 1935     MONUMENTED       CGS
 GA0946
 GA0946                          STATION DESCRIPTION
 GA0946
 GA0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0946'2.4 MI NW FROM FAIRVIEW.
 GA0946'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0946'AT FAIRVIEW, WASHINGTON COUNTY, 200 FEET WEST OF A FARMHOUSE,
 GA0946'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A
 GA0946'FENCE, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0946'STAMPED D 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3239 ***********************************************************************
 GA3239  DESIGNATION -  D 97 RESET
 GA3239  PID         -  GA3239
 GA3239  STATE/COUNTY-  TN/WASHINGTON
 GA3239  USGS QUAD   -  LEESBURG (1971)
 GA3239
 GA3239                         *CURRENT SURVEY CONTROL
 GA3239  ___________________________________________________________________
 GA3239* NAD 83(1986)-  36 19 36.     (N)    082 33 55.     (W)     SCALED    
 GA3239* NAVD 88     -       475.67   (meters)    1560.6    (feet)  RESET     
 GA3239  ___________________________________________________________________
 GA3239  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3239
 GA3239  VERT ORDER  -  THIRD
 GA3239
 GA3239.The horizontal coordinates were scaled from a topographic map and have
 GA3239.an estimated accuracy of +/- 6 seconds.
 GA3239
 GA3239.The orthometric height was computed from unverified reset data.
 GA3239.No vertical observational check was made to the station.
 GA3239
 GA3239.The geoid height was determined by GEOID03.
 GA3239
 GA3239;                    North         East    Units  Estimated Accuracy
 GA3239;SPC TN       -   226,570.      908,340.      MT  (+/- 180 meters Scaled)
 GA3239
 GA3239                          SUPERSEDED SURVEY CONTROL
 GA3239
 GA3239  NGVD 29 (10/12/01)  475.81   (m)         1561.1    (f) RESET       3  
 GA3239
 GA3239.Superseded values are not recommended for survey control.
 GA3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3239.See file dsdata.txt to determine how the superseded data were derived.
 GA3239
 GA3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595213(NAD 83)
 GA3239_MARKER: DB = BENCH MARK DISK
 GA3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3239_STAMPING: D 97 RESET 1980
 GA3239_MARK LOGO: NGS   
 GA3239_PROJECTION: PROJECTING 8 CENTIMETERS
 GA3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3239+STABILITY: SURFACE MOTION
 GA3239
 GA3239  HISTORY     - Date     Condition        Report By
 GA3239  HISTORY     - 1980     MONUMENTED       NGS
 GA3239
 GA3239                          STATION DESCRIPTION
 GA3239
 GA3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3239'2.4 MI NW FROM FAIRVIEW.
 GA3239'2.4 MILES NORTHWEST OF FAIRVIEW ALONG STATE HIGHWAY 81 FROMTHE
 GA3239'UNITED METHODIST CHURCH IN FAIRVIEW, 52 FEET NORTHEAST OF THE
 GA3239'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A POWER POLE NO 137112,
 GA3239'AND 5 FEET SOUTHWEST OF A FENCE.
 GA3239'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 GA3239'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0803 ***********************************************************************
 GA0803  DESIGNATION -  D 98
 GA0803  PID         -  GA0803
 GA0803  STATE/COUNTY-  TN/SULLIVAN
 GA0803  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0803
 GA0803                         *CURRENT SURVEY CONTROL
 GA0803  ___________________________________________________________________
 GA0803* NAD 83(1986)-  36 26 44.     (N)    082 32 08.     (W)     SCALED    
 GA0803* NAVD 88     -       458.975  (meters)    1505.82   (feet)  ADJUSTED  
 GA0803  ___________________________________________________________________
 GA0803  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0803  DYNAMIC HT  -         458.549 (meters)    1504.42  (feet)  COMP
 GA0803  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA0803
 GA0803  VERT ORDER  -  SECOND    CLASS 0
 GA0803
 GA0803.The horizontal coordinates were scaled from a topographic map and have
 GA0803.an estimated accuracy of +/- 6 seconds.
 GA0803
 GA0803.The orthometric height was determined by differential leveling
 GA0803.and adjusted by the National Geodetic Survey in June 1991..
 GA0803
 GA0803.The geoid height was determined by GEOID03.
 GA0803
 GA0803.The dynamic height is computed by dividing the NAVD 88
 GA0803.geopotential number by the normal gravity value computed on the
 GA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0803.degrees latitude (g = 980.6199 gals.).
 GA0803
 GA0803.The modeled gravity was interpolated from observed gravity values.
 GA0803
 GA0803;                    North         East    Units  Estimated Accuracy
 GA0803;SPC TN       -   239,850.      910,540.      MT  (+/- 180 meters Scaled)
 GA0803
 GA0803                          SUPERSEDED SURVEY CONTROL
 GA0803
 GA0803  NGVD 29 (??/??/92)  459.114  (m)         1506.28   (f) ADJ UNCH    2 0
 GA0803
 GA0803.Superseded values are not recommended for survey control.
 GA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0803.See file dsdata.txt to determine how the superseded data were derived.
 GA0803
 GA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA623344(NAD 83)
 GA0803_MARKER: DB = BENCH MARK DISK
 GA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0803_STAMPING: D 98 1935
 GA0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0803+STABILITY: SURFACE MOTION
 GA0803
 GA0803  HISTORY     - Date     Condition        Report By
 GA0803  HISTORY     - 1935     MONUMENTED       CGS
 GA0803  HISTORY     - 1961     GOOD             NGS
 GA0803
 GA0803                          STATION DESCRIPTION
 GA0803
 GA0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0803'2.4 MI W FROM FORDTOWN.
 GA0803'2.5 MILES SOUTHWEST ALONG THE GREENEVILLE ROAD FROM THE CLINCHFIELD,
 GA0803'CAROLINA AND OHIO RAILWAY STATION AT FORDTOWN, SULLIVAN COUNTY,
 GA0803'AT THE JESSE FAULKERSON RESIDENCE, 72 FEET WEST OF THE CENTERLINE
 GA0803'OF THE ROAD, 72 FEET EAST OF THE HOUSE, 6 FEET EAST OF A 4-INCH
 GA0803'MAPLE TREE, AND 2 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 GA0803'STAMPED D 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0793 ***********************************************************************
 GA0793  DESIGNATION -  D 99
 GA0793  PID         -  GA0793
 GA0793  STATE/COUNTY-  TN/GREENE
 GA0793  USGS QUAD   -  MOSHEIM (1971)
 GA0793
 GA0793                         *CURRENT SURVEY CONTROL
 GA0793  ___________________________________________________________________
 GA0793* NAD 83(1986)-  36 11 36.     (N)    082 52 51.     (W)     SCALED    
 GA0793* NAVD 88     -       358.664  (meters)    1176.72   (feet)  ADJUSTED  
 GA0793  ___________________________________________________________________
 GA0793  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0793  DYNAMIC HT  -         358.326 (meters)    1175.61  (feet)  COMP
 GA0793  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 GA0793
 GA0793  VERT ORDER  -  SECOND    CLASS 0
 GA0793
 GA0793.The horizontal coordinates were scaled from a topographic map and have
 GA0793.an estimated accuracy of +/- 6 seconds.
 GA0793
 GA0793.The orthometric height was determined by differential leveling
 GA0793.and adjusted by the National Geodetic Survey in June 1991..
 GA0793
 GA0793.The geoid height was determined by GEOID03.
 GA0793
 GA0793.The dynamic height is computed by dividing the NAVD 88
 GA0793.geopotential number by the normal gravity value computed on the
 GA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0793.degrees latitude (g = 980.6199 gals.).
 GA0793
 GA0793.The modeled gravity was interpolated from observed gravity values.
 GA0793
 GA0793;                    North         East    Units  Estimated Accuracy
 GA0793;SPC TN       -   210,840.      880,490.      MT  (+/- 180 meters Scaled)
 GA0793
 GA0793                          SUPERSEDED SURVEY CONTROL
 GA0793
 GA0793  NGVD 29 (??/??/92)  358.795  (m)         1177.15   (f) ADJ UNCH    2 0
 GA0793
 GA0793.Superseded values are not recommended for survey control.
 GA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0793.See file dsdata.txt to determine how the superseded data were derived.
 GA0793
 GA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA308070(NAD 83)
 GA0793_MARKER: DB = BENCH MARK DISK
 GA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0793_STAMPING: D 99 1935
 GA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0793+STABILITY: SURFACE MOTION
 GA0793
 GA0793  HISTORY     - Date     Condition        Report By
 GA0793  HISTORY     - 1935     MONUMENTED       CGS
 GA0793  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA0793  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0793
 GA0793                          STATION DESCRIPTION
 GA0793
 GA0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0793'3.6 MI NW FROM GREENEVILLE.
 GA0793'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE AT
 GA0793'GREENEVILLE, GREENE COUNTY, 500 FEET NORTH OF THE CROSSING OF
 GA0793'A POWER LINE, 35 YARDS SOUTHEAST OF A CONCRETE BRIDGE OVER A
 GA0793'CREEK, AT THE JUNCTION OF A COUNTY ROAD, 25 YARDS EAST OF THE
 GA0793'CENTERLINE OF THE ROAD, 10 YARDS NORTHEAST OF THE CENTERLINE
 GA0793'OF THE HIGHWAY, 13 YARDS WEST OF THE SOUTH CORNER OF A ONE-STORY
 GA0793'FRAME HOUSE, AND 3-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GA0793'DISK, STAMPED D 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0793
 GA0793                          STATION RECOVERY (1981)
 GA0793
 GA0793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0690 ***********************************************************************
 GC0690  DESIGNATION -  DABBS
 GC0690  PID         -  GC0690
 GC0690  STATE/COUNTY-  TN/DAVIDSON
 GC0690  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0690
 GC0690                         *CURRENT SURVEY CONTROL
 GC0690  ___________________________________________________________________
 GC0690* NAD 83(1995)-  36 08 44.93263(N)    086 41 57.16847(W)     ADJUSTED  
 GC0690* NAVD 88     -       166.274  (meters)     545.52   (feet)  ADJUSTED  
 GC0690  ___________________________________________________________________
 GC0690  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GC0690  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0690  DYNAMIC HT  -         166.132 (meters)     545.05  (feet)  COMP
 GC0690  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0690
 GC0690  HORZ ORDER  -  SECOND
 GC0690  VERT ORDER  -  SECOND    CLASS 0
 GC0690
 GC0690.The horizontal coordinates were established by classical geodetic methods
 GC0690.and adjusted by the National Geodetic Survey in April 1999..
 GC0690
 GC0690.The orthometric height was determined by differential leveling
 GC0690.and adjusted by the National Geodetic Survey in June 1991..
 GC0690
 GC0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0690
 GC0690.The geoid height was determined by GEOID03.
 GC0690
 GC0690.The dynamic height is computed by dividing the NAVD 88
 GC0690.geopotential number by the normal gravity value computed on the
 GC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0690.degrees latitude (g = 980.6199 gals.).
 GC0690
 GC0690.The modeled gravity was interpolated from observed gravity values.
 GC0690
 GC0690;                    North         East     Units Scale Factor Converg.
 GC0690;SPC TN       -   201,319.177   537,075.450   MT  0.99996316   -0 24 33.7
 GC0690;SPC TN       -   660,494.67  1,762,055.04   sFT  0.99996316   -0 24 33.7
 GC0690;UTM  16      - 4,000,163.518   527,059.221   MT  0.99960902   +0 10 38.7
 GC0690
 GC0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0690!SPC TN       -   0.99997850  x   0.99996316  =   0.99994166
 GC0690!UTM  16      -   0.99997850  x   0.99960902  =   0.99958752
 GC0690
 GC0690|---------------------------------------------------------------------|
 GC0690| PID    Reference Object                     Distance      Geod. Az  |
 GC0690|                                                           dddmmss.s |
 GC0690| GC0691 DABBS RM 1                           22.128 METERS 14940     |
 GC0690| GC0692 DABBS AZ MK                                        1713109.9 |
 GC0690| GC0689 DABBS RM 2                           21.999 METERS 32340     |
 GC0690|---------------------------------------------------------------------|
 GC0690
 GC0690                          SUPERSEDED SURVEY CONTROL
 GC0690
 GC0690  NAD 83(1995)-  36 08 44.93474(N)    086 41 57.17076(W) AD(       ) 2
 GC0690  NAD 83(1995)-  36 08 44.93698(N)    086 41 57.17027(W) AD(       ) 2
 GC0690  NAD 83(1986)-  36 08 44.94274(N)    086 41 57.17147(W) AD(       ) 2
 GC0690  NAD 27      -  36 08 44.73810(N)    086 41 57.18020(W) AD(       ) 2
 GC0690  NGVD 29 (??/??/92)  166.295  (m)          545.59   (f) ADJ UNCH    2 0
 GC0690
 GC0690.Superseded values are not recommended for survey control.
 GC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0690.See file dsdata.txt to determine how the superseded data were derived.
 GC0690
 GC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2705900164(NAD 83)
 GC0690_MARKER: DE = TRAVERSE STATION DISK
 GC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0690_STAMPING: DABBS 1959
 GC0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0690+STABILITY: SURFACE MOTION
 GC0690
 GC0690  HISTORY     - Date     Condition        Report By
 GC0690  HISTORY     - 1959     MONUMENTED       CGS
 GC0690  HISTORY     - 1960     GOOD             NGS
 GC0690  HISTORY     - 1964     GOOD             CGS
 GC0690
 GC0690                          STATION DESCRIPTION
 GC0690
 GC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0690'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF DOWNTOWN
 GC0690'NASHVILLE AND 2-1/2 MILES NORTH-NORTHWEST OF NASHVILLE MUNUCIPAL
 GC0690'AIRPORT.
 GC0690'
 GC0690'TO REACH FROM THE JUNCTION OF MURFREESBORO PIKE AND ELM HILL PIKE IN
 GC0690'EAST NASHVILLE, GO EAST ON ELM HILL PIKE FOR 2.45 MILE TO A FORK,
 GC0690'ELM HILL PIKE CONTINUES ON TO THE LEFT AND DABBS AVENUE TURNS RIGHT,
 GC0690'TURN RIGHT, SOUTHEAST, AND FOLLOW DABBS AVENUE FOR 0.55 MILE TO A
 GC0690'FARM ROAD LEFT, NORTH, TURN SHARP LEFT AND GO 0.25 MILE TO A CATTLE
 GC0690'SHED, TURN LEFT AROUND CATTLE SHED AND GO 0.05 MILE TO A FARM
 GC0690'ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.05 TO A FORK AT A HAY SHED,
 GC0690'TAKE RIGHT FORK, NORTH, PASSING THROUGH A WOODEN GATE AND GO 0.1
 GC0690'MILE TO THE STATION JUST WEST OF A WIRE FENCE.
 GC0690'
 GC0690'THE STATION IS 5 FEET NORTH OF A WITNESS SIGN AND 1 FOOT WEST OF A
 GC0690'FNCE.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GC0690'POST SET FLUSH WITH THE GROUND AND IS STAMPED DABBS 1959.
 GC0690'
 GC0690'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 GC0690'WEST OF A FENCE.  IT IS A STANDARD DISC SET IN THE TOP OF A SQUARE
 GC0690'CONCRETE POST SET FLUSH WITH THE GROUND AND AND IS STAMPED DABBS NO.
 GC0690'1 1959.
 GC0690'
 GC0690'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 1
 GC0690'FOOT WEST OF A FENCE.  IT IS A STANDARD DISC SET IN THE TOP OF A
 GC0690'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED DABBS
 GC0690'NO. 2 1959.
 GC0690'
 GC0690'THE AZIMUTH MARK IS 30 FEET EAST OF A LARGE OAK TREE, 21 FEET NORTH
 GC0690'OF THE CENTER OF DABBS AVENUE AND 2 FEET WEST OF A WITNESS SIGN.
 GC0690'IT IS A STANDARD DISC SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GC0690'PROJECTS 2 INCHES AND IS STAMPED DABBS 1959.
 GC0690'
 GC0690'TO REACH THE AZIMUTH MARK FROM THE FARM ROAD LEFT MENTIONED IN THE
 GC0690'DESCRIPTION AND DABBS AVENUE, CONTINUE SOUTHEAST ON DABBS AVENUE
 GC0690'FOR 50 FEET TO THE MARK ON THE LEFT.
 GC0690'
 GC0690'HEIGHT OF LIGHT ABOVE STATION MARK 18.00 METERS.
 GC0690
 GC0690                          STATION RECOVERY (1960)
 GC0690
 GC0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0690'7.2 MI E FROM NASHVILLE.
 GC0690'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0690'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0690'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0690'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0690'MILE EAST ON ELM HILL PIKE, THEN 0.35 MILE EAST ON A PRIVATE
 GC0690'DRIVE TO A HOUSE, THEN GO ABOUT 0.15 MILE NORTH.  THE STATION
 GC0690'MARK IS ABOUT 160 FT. NORTHEAST OF THE NORTHEAST LEG OF A HIGH
 GC0690'LINE TOWER, 1.2 FT. SOUTHWEST OF A FENCE, 1.5 FT. NORTHWEST OF
 GC0690'A WITNESS SIGN AND THE NORTH EDGE OF A FIELD.  THE DISK IS SET
 GC0690'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0690
 GC0690                          STATION RECOVERY (1964)
 GC0690
 GC0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC0690'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 GC0690'PREVIOUS DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING--DABBS AVE.
 GC0690'HAS BEEN CLOSED OFF BETWEEN THE STATION AND THE AZIMUTH MARK BY THE
 GC0690'CONSTRUCTION OF INTERSTATE 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0692 ***********************************************************************
 GC0692  DESIGNATION -  DABBS AZ MK
 GC0692  PID         -  GC0692
 GC0692  STATE/COUNTY-  TN/DAVIDSON
 GC0692  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0692
 GC0692                         *CURRENT SURVEY CONTROL
 GC0692  ___________________________________________________________________
 GC0692* NAD 83(1986)-  36 08 24.     (N)    086 41 54.     (W)     SCALED    
 GC0692* NAVD 88     -       168.414  (meters)     552.54   (feet)  ADJUSTED  
 GC0692  ___________________________________________________________________
 GC0692  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0692  DYNAMIC HT  -         168.270 (meters)     552.07  (feet)  COMP
 GC0692  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GC0692
 GC0692  VERT ORDER  -  SECOND    CLASS 0
 GC0692
 GC0692.The horizontal coordinates were scaled from a topographic map and have
 GC0692.an estimated accuracy of +/- 6 seconds.
 GC0692
 GC0692.The orthometric height was determined by differential leveling
 GC0692.and adjusted by the National Geodetic Survey in June 1991..
 GC0692
 GC0692.The geoid height was determined by GEOID03.
 GC0692
 GC0692.The dynamic height is computed by dividing the NAVD 88
 GC0692.geopotential number by the normal gravity value computed on the
 GC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0692.degrees latitude (g = 980.6199 gals.).
 GC0692
 GC0692.The modeled gravity was interpolated from observed gravity values.
 GC0692
 GC0692;                    North         East    Units  Estimated Accuracy
 GC0692;SPC TN       -   200,670.      537,150.      MT  (+/- 180 meters Scaled)
 GC0692
 GC0692                          SUPERSEDED SURVEY CONTROL
 GC0692
 GC0692  NGVD 29 (??/??/92)  168.435  (m)          552.61   (f) ADJ UNCH    2 0
 GC0692
 GC0692.Superseded values are not recommended for survey control.
 GC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0692.See file dsdata.txt to determine how the superseded data were derived.
 GC0692
 GC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE271995(NAD 83)
 GC0692_MARKER: DZ = AZIMUTH MARK DISK
 GC0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0692_STAMPING: DABBS 1959
 GC0692_MARK LOGO: CGS   
 GC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0692+STABILITY: SURFACE MOTION
 GC0692
 GC0692  HISTORY     - Date     Condition        Report By
 GC0692  HISTORY     - 1959     MONUMENTED       CGS
 GC0692  HISTORY     - 1960     GOOD             NGS
 GC0692
 GC0692                          STATION DESCRIPTION
 GC0692
 GC0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0692'7.3 MI E FROM NASHVILLE.
 GC0692'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0692'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0692'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0692'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0692'MILE EAST ON ELM HILL PIKE, THEN 0.6 MILE SOUTHEAST ON DABBS
 GC0692'AVENUE.  THE MARK IS 33 FT. EAST OF A 40-INCH OAK TREE, 29 FT.
 GC0692'NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, 18 FT. NORTH
 GC0692'OF THE CENTER OF DABBS AVENUE, AND 2.2 FT. WEST OF A WITNESS
 GC0692'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 GC0692'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0691 ***********************************************************************
 GC0691  DESIGNATION -  DABBS RM 1
 GC0691  PID         -  GC0691
 GC0691  STATE/COUNTY-  TN/DAVIDSON
 GC0691  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0691
 GC0691                         *CURRENT SURVEY CONTROL
 GC0691  ___________________________________________________________________
 GC0691* NAD 83(1986)-  36 08 44.     (N)    086 41 57.     (W)     SCALED    
 GC0691* NAVD 88     -       165.130  (meters)     541.76   (feet)  ADJUSTED  
 GC0691  ___________________________________________________________________
 GC0691  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0691  DYNAMIC HT  -         164.989 (meters)     541.30  (feet)  COMP
 GC0691  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0691
 GC0691  VERT ORDER  -  SECOND    CLASS 0
 GC0691
 GC0691.The horizontal coordinates were scaled from a topographic map and have
 GC0691.an estimated accuracy of +/- 6 seconds.
 GC0691
 GC0691.The orthometric height was determined by differential leveling
 GC0691.and adjusted by the National Geodetic Survey in June 1991..
 GC0691
 GC0691.The geoid height was determined by GEOID03.
 GC0691
 GC0691.The dynamic height is computed by dividing the NAVD 88
 GC0691.geopotential number by the normal gravity value computed on the
 GC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0691.degrees latitude (g = 980.6199 gals.).
 GC0691
 GC0691.The modeled gravity was interpolated from observed gravity values.
 GC0691
 GC0691;                    North         East    Units  Estimated Accuracy
 GC0691;SPC TN       -   201,290.      537,080.      MT  (+/- 180 meters Scaled)
 GC0691
 GC0691                          SUPERSEDED SURVEY CONTROL
 GC0691
 GC0691  NGVD 29 (??/??/92)  165.151  (m)          541.83   (f) ADJ UNCH    2 0
 GC0691
 GC0691.Superseded values are not recommended for survey control.
 GC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0691.See file dsdata.txt to determine how the superseded data were derived.
 GC0691
 GC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF270001(NAD 83)
 GC0691_MARKER: DR = REFERENCE MARK DISK
 GC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0691_STAMPING: DABBS NO 1 1959
 GC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0691+STABILITY: SURFACE MOTION
 GC0691
 GC0691  HISTORY     - Date     Condition        Report By
 GC0691  HISTORY     - 1959     MONUMENTED       CGS
 GC0691  HISTORY     - 1960     GOOD             NGS
 GC0691
 GC0691                          STATION DESCRIPTION
 GC0691
 GC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0691'7.2 MI E FROM NASHVILLE.
 GC0691'THIS MARK IS LOCATED AT THE DABBS 1959 STATION SITE, 72.6 FT.
 GC0691'SOUTHEAST OF THE STATION MARK, 60 FT. NORTHWEST OF A FENCE
 GC0691'CORNER, AND 1.2 FT. SOUTHWEST OF A FENCE.  THE DISK IS SET IN TOP
 GC0691'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0689 ***********************************************************************
 GC0689  DESIGNATION -  DABBS RM 2
 GC0689  PID         -  GC0689
 GC0689  STATE/COUNTY-  TN/DAVIDSON
 GC0689  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0689
 GC0689                         *CURRENT SURVEY CONTROL
 GC0689  ___________________________________________________________________
 GC0689* NAD 83(1986)-  36 08 44.     (N)    086 41 57.     (W)     SCALED    
 GC0689* NAVD 88     -       166.353  (meters)     545.78   (feet)  ADJUSTED  
 GC0689  ___________________________________________________________________
 GC0689  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0689  DYNAMIC HT  -         166.212 (meters)     545.31  (feet)  COMP
 GC0689  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0689
 GC0689  VERT ORDER  -  SECOND    CLASS 0
 GC0689
 GC0689.The horizontal coordinates were scaled from a topographic map and have
 GC0689.an estimated accuracy of +/- 6 seconds.
 GC0689
 GC0689.The orthometric height was determined by differential leveling
 GC0689.and adjusted by the National Geodetic Survey in June 1991..
 GC0689
 GC0689.The geoid height was determined by GEOID03.
 GC0689
 GC0689.The dynamic height is computed by dividing the NAVD 88
 GC0689.geopotential number by the normal gravity value computed on the
 GC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0689.degrees latitude (g = 980.6199 gals.).
 GC0689
 GC0689.The modeled gravity was interpolated from observed gravity values.
 GC0689
 GC0689;                    North         East    Units  Estimated Accuracy
 GC0689;SPC TN       -   201,290.      537,080.      MT  (+/- 180 meters Scaled)
 GC0689
 GC0689                          SUPERSEDED SURVEY CONTROL
 GC0689
 GC0689  NGVD 29 (??/??/92)  166.375  (m)          545.85   (f) ADJ UNCH    2 0
 GC0689
 GC0689.Superseded values are not recommended for survey control.
 GC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0689.See file dsdata.txt to determine how the superseded data were derived.
 GC0689
 GC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF270001(NAD 83)
 GC0689_MARKER: DR = REFERENCE MARK DISK
 GC0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0689_STAMPING: DABBS NO 2 1959
 GC0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0689+STABILITY: SURFACE MOTION
 GC0689
 GC0689  HISTORY     - Date     Condition        Report By
 GC0689  HISTORY     - 1959     MONUMENTED       CGS
 GC0689  HISTORY     - 1960     GOOD             NGS
 GC0689
 GC0689                          STATION DESCRIPTION
 GC0689
 GC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0689'7.2 MI E FROM NASHVILLE.
 GC0689'THIS MARK IS LOCATED AT THE DABBS 1959 STATION SITE, 72 FT.
 GC0689'NORTHWEST OF THE STATION MARK, 15 FT. SOUTHEAST OF A LONE CEDAR
 GC0689'TREE AND 1.2 FT. SOUTHWEST OF A FENCE.  THE DISK IS SET IN TOP
 GC0689'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2466 ***********************************************************************
 FE2466  DESIGNATION -  DAIN
 FE2466  PID         -  FE2466
 FE2466  STATE/COUNTY-  TN/HARDEMAN
 FE2466  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2466
 FE2466                         *CURRENT SURVEY CONTROL
 FE2466  ___________________________________________________________________
 FE2466* NAD 83(1995)-  35 17 39.29087(N)    089 06 54.82602(W)     ADJUSTED  
 FE2466* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 FE2466  ___________________________________________________________________
 FE2466  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 FE2466  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2466
 FE2466  HORZ ORDER  -  THIRD
 FE2466
 FE2466.The horizontal coordinates were established by classical geodetic methods
 FE2466.and adjusted by the National Geodetic Survey in April 1999..
 FE2466
 FE2466.The orthometric height was scaled from a topographic map.
 FE2466
 FE2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2466
 FE2466.The geoid height was determined by GEOID03.
 FE2466
 FE2466;                    North         East     Units Scale Factor Converg.
 FE2466;SPC TN       -   111,123.008   316,688.169   MT  0.99999249   -1 49 25.6
 FE2466;SPC TN       -   364,576.07  1,039,001.10   sFT  0.99999249   -1 49 25.6
 FE2466;UTM  16      - 3,907,726.646   307,660.680   MT  1.00005593   -1 13 21.0
 FE2466
 FE2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2466!SPC TN       -   0.99997894  x   0.99999249  =   0.99997143
 FE2466!UTM  16      -   0.99997894  x   1.00005593  =   1.00003487
 FE2466
 FE2466:                Primary Azimuth Mark                     Grid Az
 FE2466:SPC TN       -  BOLIVAR WESTERN ST HOSP TANK             107 15 41.2
 FE2466:UTM  16      -  BOLIVAR WESTERN ST HOSP TANK             106 39 36.6
 FE2466
 FE2466|---------------------------------------------------------------------|
 FE2466| PID    Reference Object                     Distance      Geod. Az  |
 FE2466|                                                           dddmmss.s |
 FE2466| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX. 8.3 KM 1052615.6 |
 FE2466| FE2282 BOLIVAR N MUNICIPAL TANK            APPROX.11.9 KM 1094512.7 |
 FE2466| CG3893 DAIN RM 1                            25.045 METERS 11203     |
 FE2466| CG3894 DAIN RM 2                            23.967 METERS 29912     |
 FE2466| CG3892 DAIN AZ MK                                         3050433.5 |
 FE2466| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 4.7 KM 3190649.6 |
 FE2466|---------------------------------------------------------------------|
 FE2466
 FE2466                          SUPERSEDED SURVEY CONTROL
 FE2466
 FE2466  NAD 83(1995)-  35 17 39.29616(N)    089 06 54.82755(W) AD(       ) 3
 FE2466  NAD 83(1995)-  35 17 39.29730(N)    089 06 54.82805(W) AD(       ) 3
 FE2466  NAD 83(1986)-  35 17 39.30283(N)    089 06 54.82638(W) AD(       ) 3
 FE2466  NAD 27      -  35 17 39.00520(N)    089 06 54.59480(W) AD(       ) 3
 FE2466
 FE2466.Superseded values are not recommended for survey control.
 FE2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2466.See file dsdata.txt to determine how the superseded data were derived.
 FE2466
 FE2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0766107727(NAD 83)
 FE2466_MARKER: DS = TRIANGULATION STATION DISK
 FE2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2466
 FE2466  HISTORY     - Date     Condition        Report By
 FE2466  HISTORY     - 1958     MONUMENTED       CGS
 FE2466
 FE2466                          STATION DESCRIPTION
 FE2466
 FE2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2466'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF WHITEVILLE AND ABOUT 8
 FE2466'MILES NORTHWEST OF BOLIVAR ON THE SOUTH SIDE OF U.S. HIGHWAY
 FE2466'64. IT IS ON PROPERTY OWNED BY MR. JAMES W. BISHOP. IT IS 43 FEET
 FE2466'SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 64, 12 FEET
 FE2466'SOUTHWEST OF A BOARD FENCE, 32 FEET SOUTHEAST OF THE CENTERLINE OF A
 FE2466'GRAVELED DRIVEWAY, AND 11 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FE2466'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DAIN 1958.
 FE2466'
 FE2466'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2466'WHITEVILLE, GO SOUTHEAST ON U.S. HIGHWAY 64 FOR 3.05 MILES TO THE
 FE2466'AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHEAST ON HIGHWAY 64 FOR 0.25
 FE2466'MILE TO THE STATION ON THE RIGHT.
 FE2466'
 FE2466'REFERENCE MARK 1 IS 33 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 FE2466'HIGHWAY 64, 82 FEET SOUTHEAST OF A WHITE WITNESS POST, AND 1 FOOT
 FE2466'SOUTHWEST OF A BOARD FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2466'STAMPED DAIN NO 1 1958.
 FE2466'
 FE2466'REFERENCE MARK 2 IS 79 FEET WEST OF A WHITE WITNESS POST, 47 FEET
 FE2466'NORTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 11 FEET
 FE2466'SOUTHWEST OF A BOARD FENCE, 44 FEET SOUTHWEST OF THE CENTERLINE OF
 FE2466'U.S. HIGHWAY 64 AND 6 INCHES SOUTHEAST OF A WIRE FENCE. THE
 FE2466'MONUMENT IS FLUSH AND THE DISK IS STAMPED DAIN NO 2 1958.
 FE2466'
 FE2466'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 FE2466'HIGHWAY 64, 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 6 INCHES
 FE2466'NORTHEAST OF A WIRE FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK
 FE2466'IS STAMPED DAIN 1958.
 FE2466'
 FE2466'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1583 ***********************************************************************
 GB1583  DESIGNATION -  DALE
 GB1583  PID         -  GB1583
 GB1583  STATE/COUNTY-  TN/CLAY
 GB1583  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1583
 GB1583                         *CURRENT SURVEY CONTROL
 GB1583  ___________________________________________________________________
 GB1583* NAD 83(1995)-  36 32 41.96518(N)    085 27 47.02112(W)     ADJUSTED  
 GB1583* NAVD 88     -       167.197  (meters)     548.55   (feet)  ADJUSTED  
 GB1583  ___________________________________________________________________
 GB1583  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GB1583  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1583  DYNAMIC HT  -         167.053 (meters)     548.07  (feet)  COMP
 GB1583  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GB1583
 GB1583  HORZ ORDER  -  SECOND
 GB1583  VERT ORDER  -  SECOND    CLASS 0
 GB1583
 GB1583.The horizontal coordinates were established by classical geodetic methods
 GB1583.and adjusted by the National Geodetic Survey in April 1999..
 GB1583
 GB1583.The orthometric height was determined by differential leveling
 GB1583.and adjusted by the National Geodetic Survey in June 1991..
 GB1583
 GB1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1583
 GB1583.The geoid height was determined by GEOID03.
 GB1583
 GB1583.The dynamic height is computed by dividing the NAVD 88
 GB1583.geopotential number by the normal gravity value computed on the
 GB1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1583.degrees latitude (g = 980.6199 gals.).
 GB1583
 GB1583.The modeled gravity was interpolated from observed gravity values.
 GB1583
 GB1583;                    North         East     Units Scale Factor Converg.
 GB1583;SPC TN       -   245,520.545   648,078.048   MT  1.00002528   +0 18 51.6
 GB1583;SPC TN       -   805,511.99  2,126,236.06   sFT  1.00002528   +0 18 51.6
 GB1583;SPC KY1Z     - 1,023,531.574 1,525,696.647   MT  1.00017223   +0 10 34.2
 GB1583;SPC KY1Z     - 3,358,036.51  5,005,556.42   sFT  1.00017223   +0 10 34.2
 GB1583;SPC KY S     -   523,527.566   525,693.239   MT  1.00003952   +0 10 26.5
 GB1583;SPC KY S     - 1,717,606.69  1,724,711.90   sFT  1.00003952   +0 10 26.5
 GB1583;UTM  16      - 4,045,497.417   637,566.113   MT  0.99983316   +0 54 55.2
 GB1583
 GB1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1583!SPC TN       -   0.99997855  x   1.00002528  =   1.00000383
 GB1583!SPC KY1Z     -   0.99997855  x   1.00017223  =   1.00015077
 GB1583!SPC KY S     -   0.99997855  x   1.00003952  =   1.00001807
 GB1583!UTM  16      -   0.99997855  x   0.99983316  =   0.99981171
 GB1583
 GB1583:                Primary Azimuth Mark                     Grid Az
 GB1583:SPC TN       -  DALE AZ MK                               053 55 11.3
 GB1583:SPC KY1Z     -  DALE AZ MK                               054 03 28.7
 GB1583:SPC KY S     -  DALE AZ MK                               054 03 36.4
 GB1583:UTM  16      -  DALE AZ MK                               053 19 07.7
 GB1583
 GB1583|---------------------------------------------------------------------|
 GB1583| PID    Reference Object                     Distance      Geod. Az  |
 GB1583|                                                           dddmmss.s |
 GB1583| GB1581 DALE AZ MK                                         0541402.9 |
 GB1583| GB1582 DALE RM 1                            20.509 METERS 08620     |
 GB1583| GB1584 DALE RM 2                            19.432 METERS 25520     |
 GB1583|---------------------------------------------------------------------|
 GB1583
 GB1583                          SUPERSEDED SURVEY CONTROL
 GB1583
 GB1583  NAD 83(1995)-  36 32 41.96572(N)    085 27 47.02159(W) AD(       ) 2
 GB1583  NAD 83(1995)-  36 32 41.97456(N)    085 27 47.02594(W) AD(       ) 2
 GB1583  NAD 83(1986)-  36 32 41.97584(N)    085 27 47.02574(W) AD(       ) 2
 GB1583  NAD 27      -  36 32 41.75297(N)    085 27 47.14094(W) AD(       ) 2
 GB1583  NGVD 29 (??/??/92)  167.306  (m)          548.90   (f) ADJ UNCH    2 0
 GB1583
 GB1583.Superseded values are not recommended for survey control.
 GB1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1583.See file dsdata.txt to determine how the superseded data were derived.
 GB1583
 GB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3756645497(NAD 83)
 GB1583_MARKER: DD = SURVEY DISK
 GB1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1583_STAMPING: DALE 1966
 GB1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1583+STABILITY: SURFACE MOTION
 GB1583
 GB1583  HISTORY     - Date     Condition        Report By
 GB1583  HISTORY     - 1966     MONUMENTED       TNHD
 GB1583  HISTORY     - 1971     GOOD             NGS
 GB1583  HISTORY     - 1971     GOOD             NGS
 GB1583
 GB1583                          STATION DESCRIPTION
 GB1583
 GB1583'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1583'THE STATION IS ABOUT 2-1/2 MILES EAST OF CELINA AND ABOUT 1 MILE
 GB1583'NORTHWEST OF DALE HOLLOW DAM.
 GB1583'
 GB1583'TO REACH THE STATION FROM THE NORTH END OF DALE HOLLOW DAM, ABOUT 3
 GB1583'MILES EAST OF CELINA, GO NORTHWESTERLY ON A PAVED ROAD FOR 0.95
 GB1583'MILE TO STATE ROUTE 53 AND THE MARK IN THE TRIANGLE OF THE JUNCTION.
 GB1583'
 GB1583'THE STATION IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1583'53 AND 1.1 FEET NORTH OF A WITNESS SIGN ATTACHED TO A METAL POST
 GB1583'SUPPORTING A METAL SIGN, DALE HOLLOW DAM.  THE SURFACE AND
 GB1583'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1583'DISKS AND THE DISKS ARE STAMPED DALE 1966.  THE UNDERGROUND MARK IS
 GB1583'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GB1583'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1583'
 GB1583'REFERENCE MARK NO. 1 IS 50 FEET WEST OF UTILITY POLE NO. 45 AND 45
 GB1583'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53.  THE MARK
 GB1583'IS A STADARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1583'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1583'STAMPED DALE RM-1 1966.
 GB1583'
 GB1583'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB1583'STATE ROUTE 53.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1583'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1583'MONUMENT AND THE DISK IS STAMPED DALE RM-2 1966.
 GB1583'
 GB1583'THE AZIMUTH MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB1583'STATE ROUTE 53, 7.4 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN
 GB1583'AND 4 FEET SOUTHWEST OF A HIGHWAY SIGN.  THE MARK IS A STANDARD
 GB1583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DALE AZI
 GB1583'1966.
 GB1583'
 GB1583'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON STATE
 GB1583'ROUTE 53 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GB1583'
 GB1583'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1583'
 GB1583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1583
 GB1583                          STATION RECOVERY (1971)
 GB1583
 GB1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB1583'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB1583'RECOVERED IN EXCELLENT CONDITION.  THE CONCRETE MONUMENT FOR
 GB1583'REFERENCE MARK NO. 2 HAD BEEN CREASED ALONG THE NORTH SIDE BY THE
 GB1583'BLADE OF A GRADER, BUT WAS FIRM IN THE GROUND.  THE STATION MARK
 GB1583'IS NOW INSIDE A LANDSCAPED STONE PLANTER AND IS COVERED BY ABOUT 18
 GB1583'INCHES OF PLANTING SOIL.  THE MARK WAS UNCOVERED AND A SLEEVE MADE
 GB1583'FROM AN 18-INCH LENGTH OF 10-INCH STEEL PIPE WITH A LID SECURED BY
 GB1583'TWO BOLTS, WAS CENTERED OVER THE MARK AND BROUGHT FLUSH WITH THE
 GB1583'PLANTING SURFACE.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 GB1583'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN
 GB1583'CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THOSE OBSERVED IN
 GB1583'1966, A DISCREPANCY OF -02 MIN 05.4 SEC WAS NOTED FOR REFERENCE MARK
 GB1583'NO. 2.  IN CHECKING THE HORIZONTAL MEASURED DISTANCES
 GB1583'BETWEEN THE STATION AND THE REFERENCE MARKS, A DESCREPANCY OF +0.03
 GB1583'OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 2.
 GB1583'
 GB1583'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GB1583'
 GB1583'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE ROUTE 53 ABOUT
 GB1583'2.5 MILES EAST OF CELINA, AND ABOUT 1.0 MILE NORTHEAST OF THE
 GB1583'SITE OF THE DALE HOLLOW DAM OF THE OBEY RIVER.
 GB1583'
 GB1583'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 52 AND 53 ONE
 GB1583'BLOCK EAST OF THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE
 GB1583'SQUARE IN CELINA, GO EASTERLY ON NORTHEASTERLY ON STATE ROUTE 53 FOR
 GB1583'2.9 MILES TO A PAVED ROAD ON THE RIGHT LEADING INTO THE DALE HOLLOW
 GB1583'DAM SITE, AND THE STATION IN A LANDSCAPED STONE PLANTER IN THE
 GB1583'TRIANGLE FORMED BY THE HIGHWAY AND ENTRANCE ROADS TO THE DAM
 GB1583'SITE.
 GB1583'
 GB1583'THE STATION IS 112 FEET WEST AND ACROSS THE EAST ENTRANCE ROAD FROM A
 GB1583'GUYED POWERLINE POLE, 29 FEET SOUTH OF THE APPROXIMATE CENTER
 GB1583'OF STATE ROUTE 53, 23.5 FEET NORTH OF THE SOUTH CORNER OF THE STONE
 GB1583'PLANTER, 16.7 FEET WEST OF THE EAST CORNER OF THE STONE PLANTER,
 GB1583'13.8 FEET EAST OF THE WEST CORNER OF THE STONE PLANTER, 5.8 FEET
 GB1583'NORTH OF THE NORTH END OF A LARGE SIGN DALE HOLLOW DAM U.S. ARMY
 GB1583'CORPS OF ENGINEERS, AND 2.0 FEET SOUTH OF THE NORTH WALL OF THE STONE
 GB1583'PLANTER.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB1583'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 18
 GB1583'INCHES BELOW THE SURFACE OF THE PLANTER AND SURROUNDED BY AN 18-INCH
 GB1583'LENGTH OF 10-INCH STEEL PIPE WITH BOLTED COVER, AND THE DISK IS
 GB1583'STAMPED DALE 1966.
 GB1583'
 GB1583'REFERENCE MARK NO. 1 IS EAST ACROSS THE EAST ENTRANCE ROAD FROM THE
 GB1583'STATION, 69 FEET EAST OF THE SOUTH CORNER OF THE STONE PLANTER,
 GB1583'50 FEET WEST OF A GUYED POWERLINE POLE, 43 FEET SOUTH OF THE
 GB1583'APPROXIMATE CENTER OF STATE ROUTE 53, 27 FEET SOUTHEAST OF THE
 GB1583'APPROXIMATE CENTER OF THE EAST ENTRANCE ROAD, AND 0.8 OF A FOOT WEST
 GB1583'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GB1583'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB1583'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED DALE RM-1
 GB1583'1966.
 GB1583'
 GB1583'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST AND ACROSS THE WEST ENTRANCE
 GB1583'ROAD FROM THE STATION, 50 FEET WEST OF THE WEST CORNER OF THE
 GB1583'STONE PLANTER, 32 FEET WEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 GB1583'ROAD, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB1583'ROUTE 53, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 GB1583'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1583'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1583'STAMPED DALE RM-2 1966.
 GB1583'
 GB1583'DUE TO LANDSCAPING AND STONEWORK ON LINE BETWEEN THE REFERENCE MARKS,
 GB1583'THEY COULD NOT BE MEASURED BETWEEN.
 GB1583'
 GB1583'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 86 FEET WEST OF
 GB1583'THE APPROXIMATE CENTER OF A GRAVELED TURNING AREA, 75 FEET WEST OF
 GB1583'A POINT DIRECTLY UNDER OVERHEAD POWER TRANSMISSION LINES, 43.5 FEET
 GB1583'SOUTH AND ACROSS STATE ROUTE 53 FROM A GUYED POWERLINE POLE, AND 14
 GB1583'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53.  IT IS A
 GB1583'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1583'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1583'DALE AZI 1966.  DUE TO CONFINED AREA NEAR MARK, NO
 GB1583'WITNESS POST WAS SET.
 GB1583'
 GB1583'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 GB1583'EAST-NORTH-EASTERLY ON STATE ROUTE 53 FOR 0.25 OF A MILE TO THE
 GB1583'MARK ON THE RIGHT AS DESCRIBED.
 GB1583'
 GB1583'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GB1583
 GB1583                          STATION RECOVERY (1971)
 GB1583
 GB1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GB1583'2.5 MI E FROM CELINA.
 GB1583'ABOUT 2.9 MILES EAST ALONG STATE ROUTE 53 FROM ITS JUNCTION
 GB1583'WITH STATE ROUTE 52 ONE BLOCK EAST OF THE SOUTHEAST CORNER OF THE
 GB1583'CLAY COUNTY COURTHOUSE SQUARE IN CELINA, ABOUT 0.95 OF A MILE
 GB1583'NORTH-NORTHEAST OF DALE HOLLOW DAM, AND IN THE TRIANGLE FORMED
 GB1583'BY THESE ROADS AT THE DALE 1966 TRAVERSE STATION SITE, IN A
 GB1583'LANDSCAPED STONE PLANTER.  IT IS 112 FEET WEST AND ACROSS THE
 GB1583'EAST ENTRANCE ROAD FROM A GUYED POWERLINE POLE, 67.29 FEET WEST
 GB1583'OF DALE RM-1, 63.75 FEET EAST-NORTHEAST OF DALE RM-2, 29 FEET
 GB1583'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 23.5 FEET NORTH
 GB1583'OF THE SOUTH CORNER OF THE STONE PLANTER, 16.7 FEET WEST OF THE
 GB1583'EAST CORNER OF THE STONE PLANTER, 13.8 FEET EAST OF THE WEST
 GB1583'CORNER OF THE STONE PLANTER, 5.8 FEET NORTH OF THE NORTH END OF A
 GB1583'LARGE SIGN DALE HOLLOW DAM U.S. ARMY CORPS OF ENGINEERS, AND
 GB1583'2.0 FEET SOUTH OF THE NORTH WALL OF THE STONE PLANTER.  IT
 GB1583'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1583'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 18 INCHES BELOW
 GB1583'THE SURFACE OF THE PLANTER AND SURROUNDED BY AN 18-INCH LENGTH
 GB1583'OF 10-INCH STEEL PIPE WITH BOLTED COVER, AND THE DISK IS STAMPED
 GB1583'DALE 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1581 ***********************************************************************
 GB1581  DESIGNATION -  DALE AZ MK
 GB1581  PID         -  GB1581
 GB1581  STATE/COUNTY-  TN/CLAY
 GB1581  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1581
 GB1581                         *CURRENT SURVEY CONTROL
 GB1581  ___________________________________________________________________
 GB1581* NAD 83(1986)-  36 32 48.     (N)    085 27 36.     (W)     SCALED    
 GB1581* NAVD 88     -       179.983  (meters)     590.49   (feet)  ADJUSTED  
 GB1581  ___________________________________________________________________
 GB1581  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1581  DYNAMIC HT  -         179.827 (meters)     589.98  (feet)  COMP
 GB1581  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GB1581
 GB1581  VERT ORDER  -  SECOND    CLASS 0
 GB1581
 GB1581.The horizontal coordinates were scaled from a topographic map and have
 GB1581.an estimated accuracy of +/- 6 seconds.
 GB1581
 GB1581.The orthometric height was determined by differential leveling
 GB1581.and adjusted by the National Geodetic Survey in June 1991..
 GB1581
 GB1581.The geoid height was determined by GEOID03.
 GB1581
 GB1581.The dynamic height is computed by dividing the NAVD 88
 GB1581.geopotential number by the normal gravity value computed on the
 GB1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1581.degrees latitude (g = 980.6199 gals.).
 GB1581
 GB1581.The modeled gravity was interpolated from observed gravity values.
 GB1581
 GB1581;                    North         East    Units  Estimated Accuracy
 GB1581;SPC TN       -   245,710.      648,350.      MT  (+/- 180 meters Scaled)
 GB1581
 GB1581                          SUPERSEDED SURVEY CONTROL
 GB1581
 GB1581  NGVD 29 (??/??/??)  180.12   (m)          590.9    (f) RESET       3  
 GB1581
 GB1581.Superseded values are not recommended for survey control.
 GB1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1581.See file dsdata.txt to determine how the superseded data were derived.
 GB1581
 GB1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF378456(NAD 83)
 GB1581_MARKER: DZ = AZIMUTH MARK DISK
 GB1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1581_STAMPING: DALE AZI 1966
 GB1581_MARK LOGO: TNHD  
 GB1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1581+STABILITY: SURFACE MOTION
 GB1581
 GB1581  HISTORY     - Date     Condition        Report By
 GB1581  HISTORY     - 1966     MONUMENTED       TNHD
 GB1581  HISTORY     - 1971     GOOD             NGS
 GB1581
 GB1581                          STATION DESCRIPTION
 GB1581
 GB1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GB1581'2.8 MI E FROM CELINA.
 GB1581'ABOUT 3.15 MILES EAST ALONG STATE ROUTE 53 FROM ITS JUNCTION
 GB1581'WITH STATE ROUTE 52 ONE BLOCK EAST OF THE SOUTHEAST CORNER
 GB1581'OF THE CLAY COUNTY COURTHOUSE SQUARE IN CELINA, ABOUT 1.15 MILES
 GB1581'NORTHEAST OF DALE HOLLOW DAM, ABOUT 0.25 OF A MILE EAST-NORTHEAST
 GB1581'OF THE DALE 1966 TRAVERSE STATION SITE, 86 FEET WEST OF THE
 GB1581'APPROXIMATE CENTER OF A GRAVELED TURNING AREA, 75 FEET WEST OF
 GB1581'A POINT DIRECTLY UNDER OVERHEAD POWER TRANSMISSION LINES, 43.5
 GB1581'FEET SOUTH AND ACROSS THE HIGHWAY FROM A GUYED POWERLINE POLE,
 GB1581'AND 14 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53.
 GB1581'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1581'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB1581'IS STAMPED DALE AZI 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1582 ***********************************************************************
 GB1582  DESIGNATION -  DALE RM 1
 GB1582  PID         -  GB1582
 GB1582  STATE/COUNTY-  TN/CLAY
 GB1582  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1582
 GB1582                         *CURRENT SURVEY CONTROL
 GB1582  ___________________________________________________________________
 GB1582* NAD 83(1986)-  36 32 42.     (N)    085 27 47.     (W)     SCALED    
 GB1582* NAVD 88     -       167.240  (meters)     548.69   (feet)  ADJUSTED  
 GB1582  ___________________________________________________________________
 GB1582  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1582  DYNAMIC HT  -         167.096 (meters)     548.21  (feet)  COMP
 GB1582  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1582
 GB1582  VERT ORDER  -  SECOND    CLASS 0
 GB1582
 GB1582.The horizontal coordinates were scaled from a topographic map and have
 GB1582.an estimated accuracy of +/- 6 seconds.
 GB1582
 GB1582.The orthometric height was determined by differential leveling
 GB1582.and adjusted by the National Geodetic Survey in June 1991..
 GB1582
 GB1582.The geoid height was determined by GEOID03.
 GB1582
 GB1582.The dynamic height is computed by dividing the NAVD 88
 GB1582.geopotential number by the normal gravity value computed on the
 GB1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1582.degrees latitude (g = 980.6199 gals.).
 GB1582
 GB1582.The modeled gravity was interpolated from observed gravity values.
 GB1582
 GB1582;                    North         East    Units  Estimated Accuracy
 GB1582;SPC TN       -   245,520.      648,080.      MT  (+/- 180 meters Scaled)
 GB1582
 GB1582                          SUPERSEDED SURVEY CONTROL
 GB1582
 GB1582  NGVD 29 (??/??/92)  167.350  (m)          549.05   (f) ADJ UNCH    2 0
 GB1582
 GB1582.Superseded values are not recommended for survey control.
 GB1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1582.See file dsdata.txt to determine how the superseded data were derived.
 GB1582
 GB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375454(NAD 83)
 GB1582_MARKER: DR = REFERENCE MARK DISK
 GB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1582_STAMPING: DALE RM-1 1966
 GB1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1582+STABILITY: SURFACE MOTION
 GB1582
 GB1582  HISTORY     - Date     Condition        Report By
 GB1582  HISTORY     - 1966     MONUMENTED       TNHD
 GB1582  HISTORY     - 1971     GOOD             NGS
 GB1582
 GB1582                          STATION DESCRIPTION
 GB1582
 GB1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GB1582'2.5 MI E FROM CELINA.
 GB1582'THIS MARK IS LOCATED AT THE DALE 1966 TRAVERSE STATION SITE,
 GB1582'69 FEET EAST OF THE SOUTH CORNER OF A LANDSCAPED STONE PLANTER,
 GB1582'67.29 FEET EAST AND ACROSS THE EAST ENTRANCE ROAD FROM DALE 1966,
 GB1582'50 FEET WEST OF A GUYED POWERLINE POLE, 43 FEET SOUTH OF THE
 GB1582'APPROXIMATE CENTER OF STATE ROUTE 53, 27 FEET SOUTHEAST OF THE
 GB1582'APPROXIMATE CENTER OF THE EAST ENTRANCE ROAD, AND 0.8 OF A FOOT
 GB1582'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GB1582'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1582'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GB1582'STAMPED DALE RM-1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1584 ***********************************************************************
 GB1584  DESIGNATION -  DALE RM 2
 GB1584  PID         -  GB1584
 GB1584  STATE/COUNTY-  TN/CLAY
 GB1584  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1584
 GB1584                         *CURRENT SURVEY CONTROL
 GB1584  ___________________________________________________________________
 GB1584* NAD 83(1986)-  36 32 42.     (N)    085 27 47.     (W)     SCALED    
 GB1584* NAVD 88     -       166.506  (meters)     546.28   (feet)  ADJUSTED  
 GB1584  ___________________________________________________________________
 GB1584  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1584  DYNAMIC HT  -         166.362 (meters)     545.81  (feet)  COMP
 GB1584  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1584
 GB1584  VERT ORDER  -  SECOND    CLASS 0
 GB1584
 GB1584.The horizontal coordinates were scaled from a topographic map and have
 GB1584.an estimated accuracy of +/- 6 seconds.
 GB1584
 GB1584.The orthometric height was determined by differential leveling
 GB1584.and adjusted by the National Geodetic Survey in June 1991..
 GB1584
 GB1584.The geoid height was determined by GEOID03.
 GB1584
 GB1584.The dynamic height is computed by dividing the NAVD 88
 GB1584.geopotential number by the normal gravity value computed on the
 GB1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1584.degrees latitude (g = 980.6199 gals.).
 GB1584
 GB1584.The modeled gravity was interpolated from observed gravity values.
 GB1584
 GB1584;                    North         East    Units  Estimated Accuracy
 GB1584;SPC TN       -   245,520.      648,080.      MT  (+/- 180 meters Scaled)
 GB1584
 GB1584                          SUPERSEDED SURVEY CONTROL
 GB1584
 GB1584  NGVD 29 (??/??/92)  166.615  (m)          546.64   (f) ADJ UNCH    2 0
 GB1584
 GB1584.Superseded values are not recommended for survey control.
 GB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1584.See file dsdata.txt to determine how the superseded data were derived.
 GB1584
 GB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375454(NAD 83)
 GB1584_MARKER: DR = REFERENCE MARK DISK
 GB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1584_STAMPING: DALE RM-2 1966
 GB1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1584+STABILITY: SURFACE MOTION
 GB1584
 GB1584  HISTORY     - Date     Condition        Report By
 GB1584  HISTORY     - 1966     MONUMENTED       TNHD
 GB1584  HISTORY     - 1971     GOOD             NGS
 GB1584
 GB1584                          STATION DESCRIPTION
 GB1584
 GB1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GB1584'2.5 MI E FROM CELINA.
 GB1584'THIS MARK IS LOCATED AT THE DALE 1966 TRAVERSE STATION SITE,
 GB1584'63.75 FEET WEST-SOUTHWEST OF DALE 1966, 50 FEET WEST OF THE
 GB1584'WEST CORNER OF THE LANDSCAPED STONE PLANTER, 32 FEET WEST OF THE
 GB1584'APPROXIMATE CENTER OF THE WEST ENTRANCE ROAD, 19 FEET SOUTH OF
 GB1584'THE APPROXIMATE CENTER OF STATE ROUTE 53, AND 0.8 OF A FOOT
 GB1584'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GB1584'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1584'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DALE
 GB1584'RM-2 1966.  NOTE-- THE CONCRETE MONUMENT FOR THIS MARK HAS
 GB1584'BEEN CREASED ALONG THE NORTH SIDE BY THE BLADE OF A GRADER, AND
 GB1584'ALTHOUGH FIRM IN THE GROUND THE ELEVATION SHOULD BE USED WITH
 GB1584'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1522 ***********************************************************************
 FD1522  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 60
 FD1522  PID         -  FD1522
 FD1522  STATE/COUNTY-  TN/HICKMAN
 FD1522  USGS QUAD   -  LYLES (1992)
 FD1522
 FD1522                         *CURRENT SURVEY CONTROL
 FD1522  ___________________________________________________________________
 FD1522* NAD 83(1995)-  35 56 08.36002(N)    087 15 58.19173(W)     ADJUSTED  
 FD1522* NAVD 88     -                                                        
 FD1522  ___________________________________________________________________
 FD1522  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FD1522  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1522
 FD1522  HORZ ORDER  -  THIRD
 FD1522
 FD1522.The horizontal coordinates were established by classical geodetic methods
 FD1522.and adjusted by the National Geodetic Survey in April 1999..
 FD1522
 FD1522
 FD1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1522
 FD1522.The geoid height was determined by GEOID03.
 FD1522
 FD1522;                    North         East     Units Scale Factor Converg.
 FD1522;SPC TN       -   178,515.273   485,754.188   MT  0.99994997   -0 44 28.5
 FD1522;SPC TN       -   585,678.86  1,593,678.53   sFT  0.99994997   -0 44 28.5
 FD1522;UTM  16      - 3,976,844.480   475,991.739   MT  0.99960710   -0 09 22.3
 FD1522
 FD1522                          SUPERSEDED SURVEY CONTROL
 FD1522
 FD1522  NAD 83(1995)-  35 56 08.36199(N)    087 15 58.19474(W) AD(       ) 4
 FD1522  NAD 83(1986)-  35 56 08.37094(N)    087 15 58.19444(W) AD(       ) 4
 FD1522  NAD 27      -  35 56 08.14000(N)    087 15 58.16300(W) AD(       ) 3
 FD1522
 FD1522.Superseded values are not recommended for survey control.
 FD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1522.See file dsdata.txt to determine how the superseded data were derived.
 FD1522
 FD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7599276844(NAD 83)
 FD1522_MARKER: 22 = AIRWAY BEACON
 FD1522
 FD1522  HISTORY     - Date     Condition        Report By
 FD1522  HISTORY     - 1933     FIRST OBSERVED   CGS
 FD1522  HISTORY     - 1953     GOOD             CGS
 FD1522
 FD1522                          STATION DESCRIPTION
 FD1522
 FD1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1522'A 36-INCH BEACON ON 51-FOOT STEEL TOWER, ABOUT 5 MILES EAST-NORTHEAST
 FD1522'OF LYLES.  TO
 FD1522'REACH FROM LYLES, GO EAST ON DIRT ROAD 1.3 MILES TO
 FD1522'INTERSECTION WITH ROUTE 100 AND
 FD1522'THENCE EAST ON ROUTE 100 3.4 MILES TO
 FD1522'BEACON SITE WHICH IS ON LEFT SIDE OF ROAD ABOUT
 FD1522'300 FEET EAST OF A
 FD1522'FARMHOUSE.
 FD1522
 FD1522                          STATION RECOVERY (1953)
 FD1522
 FD1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1522'STATION WAS RECOVERED IN GOOD CONDITION.
 FD1522'
 FD1522'A NEW DESCRIPTION FOLLOWS-
 FD1522'
 FD1522'STATION IS A REVOLVING LIGHT AT THE TOP OF A STEEL TOWER LOCATED
 FD1522'ABOUT 2 MILES SOUTHEAST OF
 FD1522'BON AQUA, 1.2 MILES EAST FO THE JUNCTION OF STATE
 FD1522'HIGHWAYS 100 AND 46 AND ABOUT
 FD1522'150 FEET NORTH OF HIGHWAY 100.  THE
 FD1522'TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 75
 FD1522'FEET HIGH.
 FD1522'
 FD1522'THIS BEACON HAS BEEN DECOMMISSIONED BY CAA AND WILL BE DISMANTLED
 FD1522'SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1531 ***********************************************************************
 FD1531  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 59
 FD1531  PID         -  FD1531
 FD1531  STATE/COUNTY-  TN/HICKMAN
 FD1531  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD1531
 FD1531                         *CURRENT SURVEY CONTROL
 FD1531  ___________________________________________________________________
 FD1531* NAD 83(1995)-  35 52 39.07264(N)    087 29 11.83103(W)     ADJUSTED  
 FD1531* NAVD 88     -                                                        
 FD1531  ___________________________________________________________________
 FD1531  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FD1531  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1531
 FD1531  HORZ ORDER  -  THIRD
 FD1531
 FD1531.The horizontal coordinates were established by classical geodetic methods
 FD1531.and adjusted by the National Geodetic Survey in April 1999..
 FD1531
 FD1531
 FD1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1531
 FD1531.The geoid height was determined by GEOID03.
 FD1531
 FD1531;                    North         East     Units Scale Factor Converg.
 FD1531;SPC TN       -   172,345.551   465,765.977   MT  0.99994869   -0 52 13.2
 FD1531;SPC TN       -   565,437.03  1,528,100.54   sFT  0.99994869   -0 52 13.2
 FD1531;UTM  16      - 3,970,473.110   456,074.237   MT  0.99962377   -0 17 06.7
 FD1531
 FD1531                          SUPERSEDED SURVEY CONTROL
 FD1531
 FD1531  NAD 83(1995)-  35 52 39.07468(N)    087 29 11.83436(W) AD(       ) 4
 FD1531  NAD 83(1986)-  35 52 39.08338(N)    087 29 11.83285(W) AD(       ) 4
 FD1531  NAD 27      -  35 52 38.84500(N)    087 29 11.77000(W) AD(       ) 3
 FD1531
 FD1531.Superseded values are not recommended for survey control.
 FD1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1531.See file dsdata.txt to determine how the superseded data were derived.
 FD1531
 FD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5607470473(NAD 83)
 FD1531_MARKER: 22 = AIRWAY BEACON
 FD1531
 FD1531  HISTORY     - Date     Condition        Report By
 FD1531  HISTORY     - 1953     FIRST OBSERVED   CGS
 FD1531
 FD1531                          STATION DESCRIPTION
 FD1531
 FD1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1531'THE CENTER OF THE TOP OF THE AIRWAY BEACON NO 59, LOCATED ABOUT 7
 FD1531'MILES NORTH OF CENTERVILLE
 FD1531'AND ON PROPERTY OWNED BY MR E J MAYS.  IT IS A FOUR
 FD1531'LEGGED STEEL STRUCTURE, PAINTED
 FD1531'IN ALTERNATE SECTION OF RED AND WHITE
 FD1531'AND IS 90 FEET HIGH WITH A REVOLVING LIGHT ATOP.
 FD1531'
 FD1531'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1531'48, 5 MILES NORTH OF
 FD1531'CENTERVILLE, GO NORTH ON HIGHWAY 48 FOR 4.6 MILES TO
 FD1531'THE INTERSECTION OF AIR PORT
 FD1531'ROAD.  TURN LEFT AND GO WEST ON AIR PORT
 FD1531'ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2126 ***********************************************************************
 GA2126  DESIGNATION -  DAM
 GA2126  PID         -  GA2126
 GA2126  STATE/COUNTY-  TN/GRAINGER
 GA2126  USGS QUAD   -  BEAN STATION (1976)
 GA2126
 GA2126                         *CURRENT SURVEY CONTROL
 GA2126  ___________________________________________________________________
 GA2126* NAD 83(1995)-  36 20 34.54622(N)    083 20 06.76886(W)     ADJUSTED  
 GA2126* NAVD 88     -       329.607  (meters)    1081.39   (feet)  ADJUSTED  
 GA2126  ___________________________________________________________________
 GA2126  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GA2126  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2126  DYNAMIC HT  -         329.309 (meters)    1080.41  (feet)  COMP
 GA2126  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA2126
 GA2126  HORZ ORDER  -  SECOND
 GA2126  VERT ORDER  -  SECOND    CLASS 0
 GA2126
 GA2126.The horizontal coordinates were established by classical geodetic methods
 GA2126.and adjusted by the National Geodetic Survey in April 1999..
 GA2126
 GA2126.The orthometric height was determined by differential leveling
 GA2126.and adjusted by the National Geodetic Survey in June 1991..
 GA2126
 GA2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2126
 GA2126.The geoid height was determined by GEOID03.
 GA2126
 GA2126.The dynamic height is computed by dividing the NAVD 88
 GA2126.geopotential number by the normal gravity value computed on the
 GA2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2126.degrees latitude (g = 980.6199 gals.).
 GA2126
 GA2126.The modeled gravity was interpolated from observed gravity values.
 GA2126
 GA2126;                    North         East     Units Scale Factor Converg.
 GA2126;SPC TN       -   226,222.981   839,189.954   MT  0.99998775   +1 33 36.3
 GA2126;SPC TN       -   742,199.90  2,753,242.37   sFT  0.99998775   +1 33 36.3
 GA2126;UTM  17      - 4,024,517.160   290,430.311   MT  1.00014116   -1 23 03.8
 GA2126
 GA2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2126!SPC TN       -   0.99995315  x   0.99998775  =   0.99994090
 GA2126!UTM  17      -   0.99995315  x   1.00014116  =   1.00009430
 GA2126
 GA2126|---------------------------------------------------------------------|
 GA2126| PID    Reference Object                     Distance      Geod. Az  |
 GA2126|                                                           dddmmss.s |
 GA2126| GA2125 DAM RM 1                             12.442 METERS 07318     |
 GA2126| GA3519 JOHNSON                             APPROX. 1.0 KM 0733318.5 |
 GA2126| GA2127 DAM RM 2                             12.735 METERS 24359     |
 GA2126|---------------------------------------------------------------------|
 GA2126
 GA2126                          SUPERSEDED SURVEY CONTROL
 GA2126
 GA2126  NAD 83(1995)-  36 20 34.55004(N)    083 20 06.77230(W) AD(       ) 2
 GA2126  NAD 83(1995)-  36 20 34.55674(N)    083 20 06.76527(W) AD(       ) 2
 GA2126  NAD 83(1995)-  36 20 34.55291(N)    083 20 06.77110(W) AD(       ) 2
 GA2126  NAD 83(1986)-  36 20 34.55508(N)    083 20 06.77106(W) AD(       ) 2
 GA2126  NAD 27      -  36 20 34.22926(N)    083 20 07.14464(W) AD(       ) 2
 GA2126  NGVD 29 (??/??/92)  329.741  (m)         1081.83   (f) ADJ UNCH    2 0
 GA2126
 GA2126.Superseded values are not recommended for survey control.
 GA2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2126.See file dsdata.txt to determine how the superseded data were derived.
 GA2126
 GA2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9043024517(NAD 83)
 GA2126_MARKER: DD = SURVEY DISK
 GA2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2126_STAMPING: DAM 1963
 GA2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2126+STABILITY: SURFACE MOTION
 GA2126
 GA2126  HISTORY     - Date     Condition        Report By
 GA2126  HISTORY     - 1963     MONUMENTED       TNHD
 GA2126  HISTORY     - 1963     GOOD             TNGS
 GA2126
 GA2126                          STATION DESCRIPTION
 GA2126
 GA2126'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2126'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BEAN STATION.
 GA2126'
 GA2126'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA2126'U.S.  HIGHWAY 11W FOR
 GA2126'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E,
 GA2126'CONTINUE WEST ON U.S.  HIGHWAY 11W
 GA2126'FOR 0.3 MILE TO THE STATION ON THE
 GA2126'RIGHT.
 GA2126'
 GA2126'THE STATION IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GA2126'HIGHWAY 11W, 16 FEET
 GA2126'WEST OF A HIGHWAY SIGN, 5 FEET NORTH OF A GUARD RAIL AND 3.1
 GA2126'FEET NORTHEAST OF A
 GA2126'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS
 GA2126'ARE STANDARD TENNESSEE HIGHWAY
 GA2126'DEPARTMENT DISKS AND ARE STAMPED DAM
 GA2126'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA2126'BELOW THE SURFACE.
 GA2126'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2126'MONUMENT.
 GA2126'
 GA2126'REFERENCE MARK NO. 1 IS 42 FEET EAST OF A HIGHWAY SIGN, 18 FEET NORTH
 GA2126'OF THE APPROXIMATE CENTER
 GA2126'OF U.S.  HIGHWAY 11W AND 1 FOOT NORTH OF A GUARD
 GA2126'RAIL.  IT IS A STANDARD TENNESSEE
 GA2126'HIGHWAY DEPARTMENT DISK SET IN A
 GA2126'10INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2126'IS STAMPED DAM
 GA2126'RM-1 1963.
 GA2126'
 GA2126'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2126'U.S.  HIGHWAY 11W AND
 GA2126'3 FEET NORTH OF A GUARD RAIL.  IT IS A STANDARD
 GA2126'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2126'SET IN A 10-INCH SQUARE, FLUSH,
 GA2126'CONCRETE MONUMENT AND THE DISK IS STAMPED DAM RM-2
 GA2126'1963.
 GA2126'
 GA2126'THE TRAVERSE STATION JOHNSON WILL SERVE AS AN AZIMUTH MARK.
 GA2126'
 GA2126'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2126
 GA2126                          STATION RECOVERY (1963)
 GA2126
 GA2126'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2126'3 MI W FROM BEAN STATION.
 GA2126'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY 11W
 GA2126'FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E, CONTINUE
 GA2126'WEST ON U.S. HIGHWAY 11W FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GA2126'THE STATION MARK IS 21 FEET NORTH OF THE CENTERLINE OF U.S.
 GA2126'HIGHWAY 11W, 16 FEET WEST OF A HIGHWAY SIGN, 5 FEET NORTH OF A
 GA2126'GUARD RAIL AND 3.1 FEET NORTHEAST OF A WITNESS POST.  THE STATION
 GA2126'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GA2126'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2125 ***********************************************************************
 GA2125  DESIGNATION -  DAM RM 1
 GA2125  PID         -  GA2125
 GA2125  STATE/COUNTY-  TN/GRAINGER
 GA2125  USGS QUAD   -  BEAN STATION (1976)
 GA2125
 GA2125                         *CURRENT SURVEY CONTROL
 GA2125  ___________________________________________________________________
 GA2125* NAD 83(1986)-  36 20 35.     (N)    083 20 07.     (W)     SCALED    
 GA2125* NAVD 88     -       329.761  (meters)    1081.89   (feet)  ADJUSTED  
 GA2125  ___________________________________________________________________
 GA2125  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2125  DYNAMIC HT  -         329.464 (meters)    1080.92  (feet)  COMP
 GA2125  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2125
 GA2125  VERT ORDER  -  SECOND    CLASS 0
 GA2125
 GA2125.The horizontal coordinates were scaled from a topographic map and have
 GA2125.an estimated accuracy of +/- 6 seconds.
 GA2125
 GA2125.The orthometric height was determined by differential leveling
 GA2125.and adjusted by the National Geodetic Survey in June 1991..
 GA2125
 GA2125.The geoid height was determined by GEOID03.
 GA2125
 GA2125.The dynamic height is computed by dividing the NAVD 88
 GA2125.geopotential number by the normal gravity value computed on the
 GA2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2125.degrees latitude (g = 980.6199 gals.).
 GA2125
 GA2125.The modeled gravity was interpolated from observed gravity values.
 GA2125
 GA2125;                    North         East    Units  Estimated Accuracy
 GA2125;SPC TN       -   226,240.      839,180.      MT  (+/- 180 meters Scaled)
 GA2125
 GA2125                          SUPERSEDED SURVEY CONTROL
 GA2125
 GA2125  NGVD 29 (??/??/92)  329.895  (m)         1082.33   (f) ADJ UNCH    2 0
 GA2125
 GA2125.Superseded values are not recommended for survey control.
 GA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2125.See file dsdata.txt to determine how the superseded data were derived.
 GA2125
 GA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA904245(NAD 83)
 GA2125_MARKER: DD = SURVEY DISK
 GA2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2125_STAMPING: DAM RM-1 1963
 GA2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2125+STABILITY: SURFACE MOTION
 GA2125
 GA2125  HISTORY     - Date     Condition        Report By
 GA2125  HISTORY     - 1963     MONUMENTED       TNHD
 GA2125
 GA2125                          STATION DESCRIPTION
 GA2125
 GA2125'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2125'3 MI W FROM BEAN STATION.
 GA2125'THIS MARK IS LOCATED AT THE DAM 1963 STATION SITE, 42 FEET EAST
 GA2125'OF A HIGHWAY SIGN, 18 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GA2125'11W, 1 FOOT NORTH OF A GUARD RAIL, AND 41 FEET NORTHEAST OF THE
 GA2125'STATION.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2125'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2125'NOTE-- FOR DESCR. SEE STATION DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2127 ***********************************************************************
 GA2127  DESIGNATION -  DAM RM 2
 GA2127  PID         -  GA2127
 GA2127  STATE/COUNTY-  TN/GRAINGER
 GA2127  USGS QUAD   -  BEAN STATION (1976)
 GA2127
 GA2127                         *CURRENT SURVEY CONTROL
 GA2127  ___________________________________________________________________
 GA2127* NAD 83(1986)-  36 20 35.     (N)    083 20 07.     (W)     SCALED    
 GA2127* NAVD 88     -       329.778  (meters)    1081.95   (feet)  ADJUSTED  
 GA2127  ___________________________________________________________________
 GA2127  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2127  DYNAMIC HT  -         329.480 (meters)    1080.97  (feet)  COMP
 GA2127  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2127
 GA2127  VERT ORDER  -  SECOND    CLASS 0
 GA2127
 GA2127.The horizontal coordinates were scaled from a topographic map and have
 GA2127.an estimated accuracy of +/- 6 seconds.
 GA2127
 GA2127.The orthometric height was determined by differential leveling
 GA2127.and adjusted by the National Geodetic Survey in June 1991..
 GA2127
 GA2127.The geoid height was determined by GEOID03.
 GA2127
 GA2127.The dynamic height is computed by dividing the NAVD 88
 GA2127.geopotential number by the normal gravity value computed on the
 GA2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2127.degrees latitude (g = 980.6199 gals.).
 GA2127
 GA2127.The modeled gravity was interpolated from observed gravity values.
 GA2127
 GA2127;                    North         East    Units  Estimated Accuracy
 GA2127;SPC TN       -   226,240.      839,180.      MT  (+/- 180 meters Scaled)
 GA2127
 GA2127                          SUPERSEDED SURVEY CONTROL
 GA2127
 GA2127  NGVD 29 (??/??/92)  329.912  (m)         1082.39   (f) ADJ UNCH    2 0
 GA2127
 GA2127.Superseded values are not recommended for survey control.
 GA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2127.See file dsdata.txt to determine how the superseded data were derived.
 GA2127
 GA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA904245(NAD 83)
 GA2127_MARKER: DD = SURVEY DISK
 GA2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2127_STAMPING: DAM RM-2
 GA2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2127+STABILITY: SURFACE MOTION
 GA2127
 GA2127  HISTORY     - Date     Condition        Report By
 GA2127  HISTORY     - 1963     MONUMENTED       TNHD
 GA2127  HISTORY     - 1963     GOOD             TNGS
 GA2127
 GA2127                          STATION DESCRIPTION
 GA2127
 GA2127'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2127'3 MI W FROM BEAN STATION.
 GA2127'THIS MARK IS LOCATED AT THE DAM 1963 STATION SITE, 18 FEET NORTH
 GA2127'OF THE CENTERLINE OF U.S. HIGHWAY 11W, 3 FEET NORTH OF A GUARD
 GA2127'RAIL AND 42 FEET SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD
 GA2127'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2127'MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION
 GA2127'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2507 ***********************************************************************
 FE2507  DESIGNATION -  DANCY
 FE2507  PID         -  FE2507
 FE2507  STATE/COUNTY-  TN/HAYWOOD
 FE2507  USGS QUAD   -  DANCYVILLE (1981)
 FE2507
 FE2507                         *CURRENT SURVEY CONTROL
 FE2507  ___________________________________________________________________
 FE2507* NAD 83(1995)-  35 25 03.78139(N)    089 17 27.85478(W)     ADJUSTED  
 FE2507* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 FE2507  ___________________________________________________________________
 FE2507  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE2507  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2507
 FE2507  HORZ ORDER  -  SECOND
 FE2507
 FE2507.The horizontal coordinates were established by classical geodetic methods
 FE2507.and adjusted by the National Geodetic Survey in April 1999..
 FE2507
 FE2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2507
 FE2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2507
 FE2507.The geoid height was determined by GEOID03.
 FE2507
 FE2507;                    North         East     Units Scale Factor Converg.
 FE2507;SPC TN       -   125,337.021   301,162.858   MT  0.99997464   -1 55 36.2
 FE2507;SPC TN       -   411,209.88    988,065.14   sFT  0.99997464   -1 55 36.2
 FE2507;UTM  16      - 3,921,778.876   291,985.651   MT  1.00013326   -1 19 41.6
 FE2507
 FE2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2507!SPC TN       -   0.99998269  x   0.99997464  =   0.99995733
 FE2507!UTM  16      -   0.99998269  x   1.00013326  =   1.00011595
 FE2507
 FE2507:                Primary Azimuth Mark                     Grid Az
 FE2507:SPC TN       -  DANCY AZ MK RESET                        012 55 46.5
 FE2507:UTM  16      -  DANCY AZ MK RESET                        012 19 51.9
 FE2507
 FE2507|---------------------------------------------------------------------|
 FE2507| PID    Reference Object                     Distance      Geod. Az  |
 FE2507|                                                           dddmmss.s |
 FE2507| CG3898 DANCY AZ MK RESET                                  0110010.3 |
 FE2507| CG3897 DANCY AZ MK                                        0125758.5 |
 FE2507| CG3899 DANCY RM 1                           21.274 METERS 02849     |
 FE2507| CG3900 DANCY RM 2                           35.631 METERS 16055     |
 FE2507| FE2517 STANTON MUNICIPAL TANK              APPROX.11.2 KM 2965641.1 |
 FE2507|---------------------------------------------------------------------|
 FE2507
 FE2507                          SUPERSEDED SURVEY CONTROL
 FE2507
 FE2507  NAD 83(1995)-  35 25 03.78719(N)    089 17 27.85650(W) AD(       ) 2
 FE2507  NAD 83(1986)-  35 25 03.79317(N)    089 17 27.85536(W) AD(       ) 2
 FE2507  NAD 27      -  35 25 03.49950(N)    089 17 27.60590(W) AD(       ) 2
 FE2507  NGVD 29 (07/19/86)  138.0    (m)          453.     (f) VERT ANG       
 FE2507
 FE2507.Superseded values are not recommended for survey control.
 FE2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2507.See file dsdata.txt to determine how the superseded data were derived.
 FE2507
 FE2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9198621779(NAD 83)
 FE2507_MARKER: DS = TRIANGULATION STATION DISK
 FE2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2507_MARK LOGO: CGS   
 FE2507
 FE2507  HISTORY     - Date     Condition        Report By
 FE2507  HISTORY     - 1958     MONUMENTED       CGS
 FE2507  HISTORY     - 1958     GOOD             CGS
 FE2507
 FE2507                          STATION DESCRIPTION
 FE2507
 FE2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2507'THE STATION IS ABOUT 7 MILES EAST-SOUTHEAST OF STANTON, ABOUT 12-1/2
 FE2507'MILES SOUTH OF BROWNSVILLE, 0.65 MILE NORTH OF THE VILLAGE OF
 FE2507'DANCYVILLE AND ON PROPERTY OWNED BY J. D. MOORE SR. IT IS 89 FEET
 FE2507'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 76, 4 FEET EAST
 FE2507'OF A WHITE WITNESS POST, 30 FEET WEST OF A TELEPHONE LINE POLE, 48
 FE2507'FEET WEST OF A FENCE CORNER, 17 FEET NORTH OF THE CENTERLINE OF A
 FE2507'DRIVEWAY, AND 111 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 FE2507'HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DANCY 1958.
 FE2507'
 FE2507'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST AND
 FE2507'SOUTH ON STATE HIGHWAY 76 FOR 0.6 MILE TO THE JUNCTION OF STATE
 FE2507'HIGHWAY 76 AND U.S. HIGHWAY 70. TURN RIGHT, SOUTHERLY, ON HIGHWAY 76
 FE2507'AND GO 12.1 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD
 FE2507'FOR 0.2 MILES TO THE STATION ON THE LEFT, EAST, SIDE OF THE ROAD.
 FE2507'
 FE2507'REFERENCE MARK 1 IS 89 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN,
 FE2507'64 FEET EAST OF A POWERLINE POLE AND 1 FOOT WEST OF A FENCE. THE
 FE2507'MONUMENT IS FLUSH AND THE DISK IS DANCY NO 1 1958.
 FE2507'
 FE2507'REFERENCE MARK 2 IS 1 FOOT NORTH OF A FENCE AND 54 FEET SOUTHWEST OF
 FE2507'THE SOUTHWEST CORNER OF A FRAME HOUSE. THE MONUMENT IS FLUSH
 FE2507'AND THE DISK IS STAMPED DANCY NO 2 1958.
 FE2507'
 FE2507'THE AZIMUTH MARK IS 11 FEET EAST OF THE TOP OF A CUT BANK, 50 FEET
 FE2507'EAST OF THE CENTERLINE OF HIGHWAY 76, 2 FEET SOUTH OF A WHITE
 FE2507'WITNESS POST AND 62 FEET SOUTH OF A POWERLINE POLE. THE MONUMENT IS
 FE2507'FLUSH AND THE DISK IS STAMPED DANCY 1958.
 FE2507'
 FE2507'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2507
 FE2507                          STATION RECOVERY (1958)
 FE2507
 FE2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2507'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2507'GOOD CONDITION.
 FE2507'
 FE2507'A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE DESTROYED AS
 FE2507'REQUESTED BY THE STATE HIGHWAY DEPARTMENT. THE DESCRIPTION
 FE2507'TO REACH THE STATION WAS FOUND ADEQUATE.
 FE2507'
 FE2507'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DANCY 1958 RESET 1958 SET
 FE2507'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 FE2507'INCHES ABOVE THE GROUND. IT IS 45 FEET WEST-NORTHWEST OF THE CENTER
 FE2507'OF THE HIGHWAY, 18 INCHES SOUTH- SOUTHWEST OF A WHITE WITNESS POST
 FE2507'AND 1 FOOT EAST-SOUTHEAST OF A FENCE LINE.
 FE2507'
 FE2507'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FE2507'76 FOR 0.4 MILE TO A WHITE WITNESS POST ON THE LEFT, WEST SIDE
 FE2507'AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0579 ***********************************************************************
 FD0579  DESIGNATION -  DANIELS
 FD0579  PID         -  FD0579
 FD0579  STATE/COUNTY-  TN/MAURY
 FD0579  USGS QUAD   -  CARTERS CREEK (1982)
 FD0579
 FD0579                         *CURRENT SURVEY CONTROL
 FD0579  ___________________________________________________________________
 FD0579* NAD 83(1995)-  35 38 03.83322(N)    086 53 50.19495(W)     ADJUSTED  
 FD0579* NAVD 88     -       254.366  (meters)     834.53   (feet)  ADJUSTED  
 FD0579  ___________________________________________________________________
 FD0579  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FD0579  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0579  DYNAMIC HT  -         254.143 (meters)     833.80  (feet)  COMP
 FD0579  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0579
 FD0579  HORZ ORDER  -  SECOND
 FD0579  VERT ORDER  -  SECOND    CLASS 0
 FD0579
 FD0579.The horizontal coordinates were established by classical geodetic methods
 FD0579.and adjusted by the National Geodetic Survey in April 1999..
 FD0579
 FD0579.The orthometric height was determined by differential leveling
 FD0579.and adjusted by the National Geodetic Survey in June 1991..
 FD0579
 FD0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0579
 FD0579.The geoid height was determined by GEOID03.
 FD0579
 FD0579.The dynamic height is computed by dividing the NAVD 88
 FD0579.geopotential number by the normal gravity value computed on the
 FD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0579.degrees latitude (g = 980.6199 gals.).
 FD0579
 FD0579.The modeled gravity was interpolated from observed gravity values.
 FD0579
 FD0579;                    North         East     Units Scale Factor Converg.
 FD0579;SPC TN       -   144,724.432   518,731.332   MT  0.99995444   -0 31 31.1
 FD0579;SPC TN       -   474,816.74  1,701,871.05   sFT  0.99995444   -0 31 31.1
 FD0579;UTM  16      - 3,943,403.955   509,300.781   MT  0.99960107   +0 03 35.5
 FD0579
 FD0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0579!SPC TN       -   0.99996447  x   0.99995444  =   0.99991891
 FD0579!UTM  16      -   0.99996447  x   0.99960107  =   0.99956555
 FD0579
 FD0579|---------------------------------------------------------------------|
 FD0579| PID    Reference Object                     Distance      Geod. Az  |
 FD0579|                                                           dddmmss.s |
 FD0579| FD0580 DANIELS RM 1                         19.587 METERS 16012     |
 FD0579| FD1485 MATCH                               APPROX. 2.3 KM 2522523.8 |
 FD0579| FD0581 DANIELS RM 2                         23.351 METERS 28503     |
 FD0579|---------------------------------------------------------------------|
 FD0579
 FD0579                          SUPERSEDED SURVEY CONTROL
 FD0579
 FD0579  NAD 83(1995)-  35 38 03.83638(N)    086 53 50.19701(W) AD(       ) 2
 FD0579  NAD 83(1986)-  35 38 03.84422(N)    086 53 50.19609(W) AD(       ) 2
 FD0579  NAD 27      -  35 38 03.59320(N)    086 53 50.19640(W) AD(       ) 2
 FD0579  NGVD 29 (??/??/92)  254.345  (m)          834.46   (f) ADJ UNCH    2 0
 FD0579
 FD0579.Superseded values are not recommended for survey control.
 FD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0579.See file dsdata.txt to determine how the superseded data were derived.
 FD0579
 FD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0930143404(NAD 83)
 FD0579_MARKER: DE = TRAVERSE STATION DISK
 FD0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0579_STAMPING: DANIELS 1960
 FD0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0579+STABILITY: SURFACE MOTION
 FD0579
 FD0579  HISTORY     - Date     Condition        Report By
 FD0579  HISTORY     - 1960     MONUMENTED       CGS
 FD0579  HISTORY     - 1960     GOOD             CGS
 FD0579
 FD0579                          STATION DESCRIPTION
 FD0579
 FD0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0579'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF PASTURE LAND OWNER
 FD0579'BY MR NICKLESON, ABOUT
 FD0579'8 MILES EAST OF COLUMBIA AND 8 MILES SOUTH OF SPRING
 FD0579'HILL.
 FD0579'
 FD0579'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 31 AND STATE
 FD0579'HIGHWAY NO 99 IN THE NORTH
 FD0579'EDGE OF COLUMBIA, GO EAST ON STATE HIGHWAY NO 99
 FD0579'FOR 6.7 MILES TO HOWARD MINORS STORE
 FD0579'NO 2 ON THE LEFT, CONTINUE EAST
 FD0579'ON STATE HIGHWAY NO 99 FOR 0.7 MILE TO W E BROWNS MAIL
 FD0579'BOX AND
 FD0579'DRIVEWAY ON THE RIGHT, TURN RIGHT, SOUTH, FOR 0.05 MILE TO A GATE ON
 FD0579'THE LEFT, TURN
 FD0579'LEFT, EAST, FOR 0.3 MILE TO A WIRE GATE, CONTINUE
 FD0579'SOUTHEAST ON TRACK ROAD FOR 0.2
 FD0579'MILE TO MR NICKLESON HOME AND THE END
 FD0579'OF TRUCK TRAVEL, PACK SOUTHWEST ALONG AN OLD ROAD
 FD0579'FOR ABOUT 0.2 MILE
 FD0579'TO THE NORTH EDGE OF PASTURE AND A WIRE FENCE, CONTINUE SOUTHWEST
 FD0579'ACROSS PASTURE
 FD0579'FOR ABOUT 0.15 MILE TO THE STATION.
 FD0579'
 FD0579'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, 83
 FD0579'FEET EAST OF A WIRE FENCE,
 FD0579'77.7 FEET EAST OF A WITNESS SIGN AND 68 FEET NORTH
 FD0579'OF A WIRE FENCE.
 FD0579'
 FD0579'THE MARK IS SET FLUSH AND IS STAMPED DANIELS 1960.
 FD0579'
 FD0579'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0579'POST AND IS 4 FEET NORTH OF
 FD0579'A WIRE FENCE.  THE MARK IS SET FLUSH AND IS STAMPED
 FD0579'DANIELS NO 1 1960.
 FD0579'
 FD0579'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0579'POST, 7 FEET EAST OF A
 FD0579'WIRE FENCE AND 2.5 FEET SOUTH OF A WITNESS SIGN.  THE
 FD0579'MARK IS SET FLUSH AND IS STAMPED
 FD0579'DANIELS NO 2 1960.
 FD0579'
 FD0579'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FD0579'MATCH 1934 WHICH WILL SERVE AS AN AZIMUTH MARK.
 FD0579'SEE DESCRIPTION THEREOF.
 FD0579'
 FD0579'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 FD0579
 FD0579                          STATION RECOVERY (1960)
 FD0579
 FD0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0579'8.7 MI N FROM BRYANT.
 FD0579'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0579'50 FOR 0.7 MILE, THEN 8.0 MILES NORTH ON INTERSTATE HIGHWAY
 FD0579'65, THEN 0.1 MILE WEST ACROSS COUNTRY TO THE HIGHEST POINT OF
 FD0579'A HILL.  THE STATION MARK IS 83 FT. EAST OF A WIRE FENCE, 77.7
 FD0579'FT. EAST OF A WITNESS SIGN AND 68 FT. NORTH OF A WIRE FENCE.
 FD0579'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0579'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0580 ***********************************************************************
 FD0580  DESIGNATION -  DANIELS RM 1
 FD0580  PID         -  FD0580
 FD0580  STATE/COUNTY-  TN/MAURY
 FD0580  USGS QUAD   -  CARTERS CREEK (1982)
 FD0580
 FD0580                         *CURRENT SURVEY CONTROL
 FD0580  ___________________________________________________________________
 FD0580* NAD 83(1986)-  35 38 03.     (N)    086 53 50.     (W)     SCALED    
 FD0580* NAVD 88     -       253.101  (meters)     830.38   (feet)  ADJUSTED  
 FD0580  ___________________________________________________________________
 FD0580  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0580  DYNAMIC HT  -         252.879 (meters)     829.65  (feet)  COMP
 FD0580  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0580
 FD0580  VERT ORDER  -  SECOND    CLASS 0
 FD0580
 FD0580.The horizontal coordinates were scaled from a topographic map and have
 FD0580.an estimated accuracy of +/- 6 seconds.
 FD0580
 FD0580.The orthometric height was determined by differential leveling
 FD0580.and adjusted by the National Geodetic Survey in June 1991..
 FD0580
 FD0580.The geoid height was determined by GEOID03.
 FD0580
 FD0580.The dynamic height is computed by dividing the NAVD 88
 FD0580.geopotential number by the normal gravity value computed on the
 FD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0580.degrees latitude (g = 980.6199 gals.).
 FD0580
 FD0580.The modeled gravity was interpolated from observed gravity values.
 FD0580
 FD0580;                    North         East    Units  Estimated Accuracy
 FD0580;SPC TN       -   144,700.      518,740.      MT  (+/- 180 meters Scaled)
 FD0580
 FD0580                          SUPERSEDED SURVEY CONTROL
 FD0580
 FD0580  NGVD 29 (??/??/92)  253.080  (m)          830.31   (f) ADJ UNCH    2 0
 FD0580
 FD0580.Superseded values are not recommended for survey control.
 FD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0580.See file dsdata.txt to determine how the superseded data were derived.
 FD0580
 FD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093433(NAD 83)
 FD0580_MARKER: DR = REFERENCE MARK DISK
 FD0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0580_STAMPING: DANIELS NO 1 1960
 FD0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0580+STABILITY: SURFACE MOTION
 FD0580
 FD0580  HISTORY     - Date     Condition        Report By
 FD0580  HISTORY     - 1960     MONUMENTED       CGS
 FD0580
 FD0580                          STATION DESCRIPTION
 FD0580
 FD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0580'8.7 MI N FROM BRYANT.
 FD0580'THIS MARK IS LOCATED AT THE DANIELS 1960 STATION SITE, 64.3
 FD0580'FT. SOUTH OF THE STATION MARK AND 4 FT. NORTH OF A WIRE FENCE.
 FD0580'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0580'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0581 ***********************************************************************
 FD0581  DESIGNATION -  DANIELS RM 2
 FD0581  PID         -  FD0581
 FD0581  STATE/COUNTY-  TN/MAURY
 FD0581  USGS QUAD   -  CARTERS CREEK (1982)
 FD0581
 FD0581                         *CURRENT SURVEY CONTROL
 FD0581  ___________________________________________________________________
 FD0581* NAD 83(1986)-  35 38 03.     (N)    086 53 50.     (W)     SCALED    
 FD0581* NAVD 88     -       254.069  (meters)     833.56   (feet)  ADJUSTED  
 FD0581  ___________________________________________________________________
 FD0581  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0581  DYNAMIC HT  -         253.846 (meters)     832.83  (feet)  COMP
 FD0581  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0581
 FD0581  VERT ORDER  -  SECOND    CLASS 0
 FD0581
 FD0581.The horizontal coordinates were scaled from a topographic map and have
 FD0581.an estimated accuracy of +/- 6 seconds.
 FD0581
 FD0581.The orthometric height was determined by differential leveling
 FD0581.and adjusted by the National Geodetic Survey in June 1991..
 FD0581
 FD0581.The geoid height was determined by GEOID03.
 FD0581
 FD0581.The dynamic height is computed by dividing the NAVD 88
 FD0581.geopotential number by the normal gravity value computed on the
 FD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0581.degrees latitude (g = 980.6199 gals.).
 FD0581
 FD0581.The modeled gravity was interpolated from observed gravity values.
 FD0581
 FD0581;                    North         East    Units  Estimated Accuracy
 FD0581;SPC TN       -   144,700.      518,740.      MT  (+/- 180 meters Scaled)
 FD0581
 FD0581                          SUPERSEDED SURVEY CONTROL
 FD0581
 FD0581  NGVD 29 (??/??/92)  254.049  (m)          833.49   (f) ADJ UNCH    2 0
 FD0581
 FD0581.Superseded values are not recommended for survey control.
 FD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0581.See file dsdata.txt to determine how the superseded data were derived.
 FD0581
 FD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093433(NAD 83)
 FD0581_MARKER: DR = REFERENCE MARK DISK
 FD0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0581_STAMPING: DANIELS NO 2 1960
 FD0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0581+STABILITY: SURFACE MOTION
 FD0581
 FD0581  HISTORY     - Date     Condition        Report By
 FD0581  HISTORY     - 1960     MONUMENTED       CGS
 FD0581
 FD0581                          STATION DESCRIPTION
 FD0581
 FD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0581'8.7 MI N FROM BRYANT.
 FD0581'THIS MARK IS LOCATED AT THE DANIELS 1960 STATION SITE, 76.6 FT.
 FD0581'WEST OF THE STATION MARK, 7 FT. EAST OF A WIRE FENCE AND 2.5 FT.
 FD0581'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0581'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1647 ***********************************************************************
 GC1647  DESIGNATION -  DANVILLE
 GC1647  PID         -  GC1647
 GC1647  STATE/COUNTY-  TN/HOUSTON
 GC1647  USGS QUAD   -  MC KINNON (1973)
 GC1647
 GC1647                         *CURRENT SURVEY CONTROL
 GC1647  ___________________________________________________________________
 GC1647* NAD 83(1986)-  36 17 55.     (N)    087 56 47.     (W)     SCALED    
 GC1647* NAVD 88     -       112.137  (meters)     367.90   (feet)  ADJUSTED  
 GC1647  ___________________________________________________________________
 GC1647  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1647  DYNAMIC HT  -         112.045 (meters)     367.60  (feet)  COMP
 GC1647  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC1647
 GC1647  VERT ORDER  -  SECOND    CLASS 0
 GC1647
 GC1647.The horizontal coordinates were scaled from a topographic map and have
 GC1647.an estimated accuracy of +/- 6 seconds.
 GC1647
 GC1647.The orthometric height was determined by differential leveling
 GC1647.and adjusted by the National Geodetic Survey in June 1991..
 GC1647
 GC1647.The geoid height was determined by GEOID03.
 GC1647
 GC1647.The dynamic height is computed by dividing the NAVD 88
 GC1647.geopotential number by the normal gravity value computed on the
 GC1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1647.degrees latitude (g = 980.6199 gals.).
 GC1647
 GC1647.The modeled gravity was interpolated from observed gravity values.
 GC1647
 GC1647;                    North         East    Units  Estimated Accuracy
 GC1647;SPC TN       -   219,790.      425,190.      MT  (+/- 180 meters Scaled)
 GC1647
 GC1647                          SUPERSEDED SURVEY CONTROL
 GC1647
 GC1647  NGVD 29 (??/??/92)  112.182  (m)          368.05   (f) ADJ UNCH    2 0
 GC1647
 GC1647.Superseded values are not recommended for survey control.
 GC1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1647.See file dsdata.txt to determine how the superseded data were derived.
 GC1647
 GC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF150174(NAD 83)
 GC1647_MARKER: B = BOLT
 GC1647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1647_SP_SET: BRIDGE
 GC1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1647
 GC1647  HISTORY     - Date     Condition        Report By
 GC1647  HISTORY     - UNK      MONUMENTED       DOD
 GC1647  HISTORY     - 1935     GOOD             NGS
 GC1647
 GC1647                          STATION DESCRIPTION
 GC1647
 GC1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1647'0.2 MI W FROM DANVILLE.
 GC1647'0.25 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1647'THE STATION AT DANVILLE, HOUSTON COUNTY, AT BRIDGE NO. 47 OVER
 GC1647'TENNESSEE RIVER, IN THE NORTHEAST CONCRETE ABUTMENT, IN THE CENTER
 GC1647'OF THE TOP OF THE RETAINING WALL, AND 9 FEET SOUTH OF THE
 GC1647'CENTERLINE OF THE TRACK.  A HEXAGONAL BRASS BOLT.  NOTE-- THIS
 GC1647'BENCH MARK WAS NOT INCLUDED IN THE CHECK LEVELING OF 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0959 ***********************************************************************
 FD0959  DESIGNATION -  DAVID
 FD0959  PID         -  FD0959
 FD0959  STATE/COUNTY-  TN/WAYNE
 FD0959  USGS QUAD   -  EAGLE CREEK (1972)
 FD0959
 FD0959                         *CURRENT SURVEY CONTROL
 FD0959  ___________________________________________________________________
 FD0959* NAD 83(1986)-  35 17 56.     (N)    087 58 10.     (W)     SCALED    
 FD0959* NAVD 88     -       226.406  (meters)     742.80   (feet)  ADJUSTED  
 FD0959  ___________________________________________________________________
 FD0959  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0959  DYNAMIC HT  -         226.194 (meters)     742.10  (feet)  COMP
 FD0959  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0959
 FD0959  VERT ORDER  -  SECOND    CLASS 0
 FD0959
 FD0959.The horizontal coordinates were scaled from a topographic map and have
 FD0959.an estimated accuracy of +/- 6 seconds.
 FD0959
 FD0959.The orthometric height was determined by differential leveling
 FD0959.and adjusted by the National Geodetic Survey in June 1991..
 FD0959
 FD0959.The geoid height was determined by GEOID03.
 FD0959
 FD0959.The dynamic height is computed by dividing the NAVD 88
 FD0959.geopotential number by the normal gravity value computed on the
 FD0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0959.degrees latitude (g = 980.6199 gals.).
 FD0959
 FD0959.The modeled gravity was interpolated from observed gravity values.
 FD0959
 FD0959;                    North         East    Units  Estimated Accuracy
 FD0959;SPC TN       -   108,930.      420,880.      MT  (+/- 180 meters Scaled)
 FD0959
 FD0959                          SUPERSEDED SURVEY CONTROL
 FD0959
 FD0959  NGVD 29 (??/??/92)  226.410  (m)          742.81   (f) ADJ UNCH    2 0
 FD0959
 FD0959.Superseded values are not recommended for survey control.
 FD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0959.See file dsdata.txt to determine how the superseded data were derived.
 FD0959
 FD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118066(NAD 83)
 FD0959_MARKER: DD = SURVEY DISK
 FD0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0959_STAMPING: DAVID 1962
 FD0959_MARK LOGO: TNHD  
 FD0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0959+STABILITY: SURFACE MOTION
 FD0959
 FD0959  HISTORY     - Date     Condition        Report By
 FD0959  HISTORY     - 1962     MONUMENTED       TNHD
 FD0959
 FD0959                          STATION DESCRIPTION
 FD0959
 FD0959'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0959'4.5 MI E FROM OLIVE HILL.
 FD0959'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0959'4.5 MILES TO A TRACK ROAD LEFT.  TURN LEFT ON THE TRACK ROAD AND
 FD0959'GO 125 FEET NORTH TO THE END OF THE TRACK ROAD AND THE MARK.  THE
 FD0959'STATION IS 25 FEET SOUTHEAST OF A 10-INCH OAK TREE, 14 FEET NORTHWEST
 FD0959'OF A 15-INCH OAK TREE, AND 2.1 FEET WEST OF A WITNESS POST.  THE
 FD0959'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0959'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1607 ***********************************************************************
 FD1607  DESIGNATION -  DAVID
 FD1607  PID         -  FD1607
 FD1607  STATE/COUNTY-  TN/WAYNE
 FD1607  USGS QUAD   -  EAGLE CREEK (1972)
 FD1607
 FD1607                         *CURRENT SURVEY CONTROL
 FD1607  ___________________________________________________________________
 FD1607* NAD 83(1995)-  35 17 55.82788(N)    087 58 10.11595(W)     ADJUSTED  
 FD1607* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 FD1607  ___________________________________________________________________
 FD1607  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD1607  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1607
 FD1607  HORZ ORDER  -  SECOND
 FD1607
 FD1607.The horizontal coordinates were established by classical geodetic methods
 FD1607.and adjusted by the National Geodetic Survey in April 1999..
 FD1607
 FD1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1607
 FD1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1607
 FD1607.The geoid height was determined by GEOID03.
 FD1607
 FD1607;                    North         East     Units Scale Factor Converg.
 FD1607;SPC TN       -   108,925.577   420,879.756   MT  0.99999174   -1 09 10.8
 FD1607;SPC TN       -   357,366.66  1,380,836.33   sFT  0.99999174   -1 09 10.8
 FD1607;UTM  16      - 3,906,615.160   411,855.081   MT  0.99969575   -0 33 36.9
 FD1607
 FD1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1607!SPC TN       -   0.99996881  x   0.99999174  =   0.99996055
 FD1607!UTM  16      -   0.99996881  x   0.99969575  =   0.99966457
 FD1607
 FD1607|---------------------------------------------------------------------|
 FD1607| PID    Reference Object                     Distance      Geod. Az  |
 FD1607|                                                           dddmmss.s |
 FD1607| FD0960 DAVID RM 1                           33.117 METERS 08303     |
 FD1607| FD0956 DAVID AZ MK                                        1831032.7 |
 FD1607| FD0958 DAVID RM 2                           30.005 METERS 19625     |
 FD1607|---------------------------------------------------------------------|
 FD1607
 FD1607                          SUPERSEDED SURVEY CONTROL
 FD1607
 FD1607  NAD 83(1995)-  35 17 55.83199(N)    087 58 10.11656(W) AD(       ) 2
 FD1607  NAD 83(1995)-  35 17 55.83207(N)    087 58 10.11662(W) AD(       ) 2
 FD1607  NAD 83(1995)-  35 17 55.83417(N)    087 58 10.11582(W) AD(       ) 2
 FD1607  NAD 83(1986)-  35 17 55.83732(N)    087 58 10.11528(W) AD(       ) 2
 FD1607  NAD 27      -  35 17 55.55700(N)    087 58 10.01520(W) AD(       ) 2
 FD1607  NGVD 29 (07/19/86)  226.6    (m)          743.     (f) VERT ANG       
 FD1607
 FD1607.Superseded values are not recommended for survey control.
 FD1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1607.See file dsdata.txt to determine how the superseded data were derived.
 FD1607
 FD1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1185506615(NAD 83)
 FD1607_MARKER: DD = SURVEY DISK
 FD1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1607_MARK LOGO: TNHD  
 FD1607
 FD1607  HISTORY     - Date     Condition        Report By
 FD1607  HISTORY     - 1962     MONUMENTED       TNHD
 FD1607
 FD1607                          STATION DESCRIPTION
 FD1607
 FD1607'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1607'THE STATION IS ABOUT 13 MILES WEST OF WAYNESBORO.
 FD1607'
 FD1607'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND 114, GO
 FD1607'2.7 MILES WEST ON
 FD1607'STATE ROUTE 15 TO THE CREST OF DAVIDSON HILL AND A
 FD1607'TRACK ROAD RIGHT, TURN RIGHT AND
 FD1607'GO 125 FEET NORTH TO THE END OF THE
 FD1607'TRACK ROAD AND THE MARK AS DESCRIBED.
 FD1607'
 FD1607'THE STATION IS 25 FEET SOUTHEAST OF A 10-INCH OAK TREE, 14 FEET
 FD1607'NORTHWEST OF A 15-INCH
 FD1607'OAK TREE, AND 2.1 FEET WEST OF A WITNESS POST.  SURFACE
 FD1607'AND UNDERGROUND MARKS ARE
 FD1607'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD1607'STAMPED DAVID 1962.  THE UNDERGROUND MARK IS
 FD1607'30 INCHES BELOW THE
 FD1607'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 FD1607'FLUSH, CONCRETE MONUMENT.
 FD1607'
 FD1607'REFERENCE MARK NO 1 IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1607'A TRACK ROAD AND 8
 FD1607'FEET WEST OF AN 18-INCH WALNUT TREE.  THE MARK IS
 FD1607'A STANDARD TENNESSEE HIGHWAY
 FD1607'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD1607'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1607'STAMPED DAVID RM-1 1962.
 FD1607'
 FD1607'REFERENCE MARK NO 2 IS 27 FEET WEST OF A 10-INCH WALNUT TREE AND 8
 FD1607'FEET NORTHWEST OF A
 FD1607'10-INCH OAK TREE.  THE MARK IS A STANDARD TENNESSEE
 FD1607'HIGHWAY DEPARTMENT DISK SET IN A
 FD1607'10-INCH SQUARE, FLUSH, CONCRETE
 FD1607'MONUMENT AND THE DISK IS STAMPED DAVID RM-2 1962.
 FD1607'
 FD1607'THE AZIMUTH MARK IS 35 FEET WEST OF THE APPROXIMATE CENTER OF A
 FD1607'GRAVEL ROAD, 12
 FD1607'FEET NORTHWEST OF AN 11-INCH ELM TREE, AND 1.8 FEET NORTH OF
 FD1607'A WITNESS POST.  THE MARK
 FD1607'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1607'DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD1607'CONCRETE MONUMENT AND THE DISK
 FD1607'IS STAMPED DAVID AZI 1962.
 FD1607'
 FD1607'TO REACH THE AZIMUTH FROM THE INTERSECTION OF THE TRACK ROAD AND
 FD1607'STATE ROUTE 15, GO
 FD1607'15 FEET WEST ON STATE ROUTE 15 TO A DEAD END GRAVEL ROAD
 FD1607'LEFT, TURN LEFT, AND GO 0.1
 FD1607'MILE SOUTH TO THE MARK ON THE RIGHT.
 FD1607'
 FD1607'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0956 ***********************************************************************
 FD0956  DESIGNATION -  DAVID AZ MK
 FD0956  PID         -  FD0956
 FD0956  STATE/COUNTY-  TN/WAYNE
 FD0956  USGS QUAD   -  EAGLE CREEK (1972)
 FD0956
 FD0956                         *CURRENT SURVEY CONTROL
 FD0956  ___________________________________________________________________
 FD0956* NAD 83(1986)-  35 17 55.     (N)    087 58 03.     (W)     SCALED    
 FD0956* NAVD 88     -       219.840  (meters)     721.26   (feet)  ADJUSTED  
 FD0956  ___________________________________________________________________
 FD0956  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0956  DYNAMIC HT  -         219.635 (meters)     720.59  (feet)  COMP
 FD0956  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FD0956
 FD0956  VERT ORDER  -  SECOND    CLASS 0
 FD0956
 FD0956.The horizontal coordinates were scaled from a topographic map and have
 FD0956.an estimated accuracy of +/- 6 seconds.
 FD0956
 FD0956.The orthometric height was determined by differential leveling
 FD0956.and adjusted by the National Geodetic Survey in June 1991..
 FD0956
 FD0956.The geoid height was determined by GEOID03.
 FD0956
 FD0956.The dynamic height is computed by dividing the NAVD 88
 FD0956.geopotential number by the normal gravity value computed on the
 FD0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0956.degrees latitude (g = 980.6199 gals.).
 FD0956
 FD0956.The modeled gravity was interpolated from observed gravity values.
 FD0956
 FD0956;                    North         East    Units  Estimated Accuracy
 FD0956;SPC TN       -   108,900.      421,060.      MT  (+/- 180 meters Scaled)
 FD0956
 FD0956                          SUPERSEDED SURVEY CONTROL
 FD0956
 FD0956  NGVD 29 (??/??/92)  219.846  (m)          721.28   (f) ADJ UNCH    2 0
 FD0956
 FD0956.Superseded values are not recommended for survey control.
 FD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0956.See file dsdata.txt to determine how the superseded data were derived.
 FD0956
 FD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120065(NAD 83)
 FD0956_MARKER: DD = SURVEY DISK
 FD0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0956_STAMPING: DAVID AZI 1962
 FD0956_MARK LOGO: TNHD  
 FD0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0956+STABILITY: SURFACE MOTION
 FD0956
 FD0956  HISTORY     - Date     Condition        Report By
 FD0956  HISTORY     - 1962     MONUMENTED       TNHD
 FD0956
 FD0956                          STATION DESCRIPTION
 FD0956
 FD0956'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0956'4.5 MI E FROM OLIVE HILL.
 FD0956'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0956'4.5 MILES TO A DEAD END GRAVEL ROAD RIGHT.  TURN RIGHT ON THE
 FD0956'GRAVEL ROAD AND GO 0.1 MILE SOUTH TO THE MARK ON THE RIGHT.  THE
 FD0956'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 FD0956'12 FEET NORTHWEST OF AN 11-INCH ELM TREE AND 1.8 FEET NORTH
 FD0956'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0956'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0956'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0960 ***********************************************************************
 FD0960  DESIGNATION -  DAVID RM 1
 FD0960  PID         -  FD0960
 FD0960  STATE/COUNTY-  TN/WAYNE
 FD0960  USGS QUAD   -  EAGLE CREEK (1972)
 FD0960
 FD0960                         *CURRENT SURVEY CONTROL
 FD0960  ___________________________________________________________________
 FD0960* NAD 83(1986)-  35 17 56.     (N)    087 58 10.     (W)     SCALED    
 FD0960* NAVD 88     -       224.186  (meters)     735.52   (feet)  ADJUSTED  
 FD0960  ___________________________________________________________________
 FD0960  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0960  DYNAMIC HT  -         223.977 (meters)     734.83  (feet)  COMP
 FD0960  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0960
 FD0960  VERT ORDER  -  SECOND    CLASS 0
 FD0960
 FD0960.The horizontal coordinates were scaled from a topographic map and have
 FD0960.an estimated accuracy of +/- 6 seconds.
 FD0960
 FD0960.The orthometric height was determined by differential leveling
 FD0960.and adjusted by the National Geodetic Survey in June 1991..
 FD0960
 FD0960.The geoid height was determined by GEOID03.
 FD0960
 FD0960.The dynamic height is computed by dividing the NAVD 88
 FD0960.geopotential number by the normal gravity value computed on the
 FD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0960.degrees latitude (g = 980.6199 gals.).
 FD0960
 FD0960.The modeled gravity was interpolated from observed gravity values.
 FD0960
 FD0960;                    North         East    Units  Estimated Accuracy
 FD0960;SPC TN       -   108,930.      420,880.      MT  (+/- 180 meters Scaled)
 FD0960
 FD0960                          SUPERSEDED SURVEY CONTROL
 FD0960
 FD0960  NGVD 29 (??/??/92)  224.191  (m)          735.53   (f) ADJ UNCH    2 0
 FD0960
 FD0960.Superseded values are not recommended for survey control.
 FD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0960.See file dsdata.txt to determine how the superseded data were derived.
 FD0960
 FD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118066(NAD 83)
 FD0960_MARKER: DD = SURVEY DISK
 FD0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0960_STAMPING: DAVID RM 1 1962
 FD0960_MARK LOGO: TNHD  
 FD0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0960+STABILITY: SURFACE MOTION
 FD0960
 FD0960  HISTORY     - Date     Condition        Report By
 FD0960  HISTORY     - 1962     MONUMENTED       TNHD
 FD0960
 FD0960                          STATION DESCRIPTION
 FD0960
 FD0960'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0960'4.5 MI E FROM OLIVE HILL.
 FD0960'THIS MARK IS LOCATED AT THE DAVID 1962 STATION SITE, 35 FEET
 FD0960'NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 8 FEET WEST OF AN
 FD0960'18-INCH WALNUT TREE AND 109 FEET EAST OF THE STATION.  THE
 FD0960'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0960'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0958 ***********************************************************************
 FD0958  DESIGNATION -  DAVID RM 2
 FD0958  PID         -  FD0958
 FD0958  STATE/COUNTY-  TN/WAYNE
 FD0958  USGS QUAD   -  EAGLE CREEK (1972)
 FD0958
 FD0958                         *CURRENT SURVEY CONTROL
 FD0958  ___________________________________________________________________
 FD0958* NAD 83(1986)-  35 17 56.     (N)    087 58 10.     (W)     SCALED    
 FD0958* NAVD 88     -       225.209  (meters)     738.87   (feet)  ADJUSTED  
 FD0958  ___________________________________________________________________
 FD0958  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0958  DYNAMIC HT  -         224.999 (meters)     738.18  (feet)  COMP
 FD0958  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0958
 FD0958  VERT ORDER  -  SECOND    CLASS 0
 FD0958
 FD0958.The horizontal coordinates were scaled from a topographic map and have
 FD0958.an estimated accuracy of +/- 6 seconds.
 FD0958
 FD0958.The orthometric height was determined by differential leveling
 FD0958.and adjusted by the National Geodetic Survey in June 1991..
 FD0958
 FD0958.The geoid height was determined by GEOID03.
 FD0958
 FD0958.The dynamic height is computed by dividing the NAVD 88
 FD0958.geopotential number by the normal gravity value computed on the
 FD0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0958.degrees latitude (g = 980.6199 gals.).
 FD0958
 FD0958.The modeled gravity was interpolated from observed gravity values.
 FD0958
 FD0958;                    North         East    Units  Estimated Accuracy
 FD0958;SPC TN       -   108,930.      420,880.      MT  (+/- 180 meters Scaled)
 FD0958
 FD0958                          SUPERSEDED SURVEY CONTROL
 FD0958
 FD0958  NGVD 29 (??/??/92)  225.214  (m)          738.89   (f) ADJ UNCH    2 0
 FD0958
 FD0958.Superseded values are not recommended for survey control.
 FD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0958.See file dsdata.txt to determine how the superseded data were derived.
 FD0958
 FD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118066(NAD 83)
 FD0958_MARKER: DD = SURVEY DISK
 FD0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0958_STAMPING: DAVID RM 2 1962
 FD0958_MARK LOGO: TNHD  
 FD0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0958+STABILITY: SURFACE MOTION
 FD0958
 FD0958  HISTORY     - Date     Condition        Report By
 FD0958  HISTORY     - 1962     MONUMENTED       TNHD
 FD0958
 FD0958                          STATION DESCRIPTION
 FD0958
 FD0958'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0958'4.5 MI E FROM OLIVE HILL.
 FD0958'THIS MARK IS LOCATED AT THE DAVID 1962 STATION SITE, 27 FEET
 FD0958'WEST OF A 10-INCH WALNUT TREE, 8 FEET NORTHWEST OF A 10-INCH OAK
 FD0958'TREE AND 98 FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD
 FD0958'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0958'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0657 ***********************************************************************
 FD0657  DESIGNATION -  DAVIS
 FD0657  PID         -  FD0657
 FD0657  STATE/COUNTY-  TN/WILLIAMSON
 FD0657  USGS QUAD   -  SPRING HILL (1979)
 FD0657
 FD0657                         *CURRENT SURVEY CONTROL
 FD0657  ___________________________________________________________________
 FD0657* NAD 83(1995)-  35 51 19.47250(N)    086 53 03.35693(W)     ADJUSTED  
 FD0657* NAVD 88     -       249.494  (meters)     818.55   (feet)  ADJUSTED  
 FD0657  ___________________________________________________________________
 FD0657  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD0657  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0657  DYNAMIC HT  -         249.274 (meters)     817.83  (feet)  COMP
 FD0657  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FD0657
 FD0657  HORZ ORDER  -  SECOND
 FD0657  VERT ORDER  -  SECOND    CLASS 0
 FD0657
 FD0657.The horizontal coordinates were established by classical geodetic methods
 FD0657.and adjusted by the National Geodetic Survey in April 1999..
 FD0657
 FD0657.The orthometric height was determined by differential leveling
 FD0657.and adjusted by the National Geodetic Survey in June 1991..
 FD0657
 FD0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0657
 FD0657.The geoid height was determined by GEOID03.
 FD0657
 FD0657.The dynamic height is computed by dividing the NAVD 88
 FD0657.geopotential number by the normal gravity value computed on the
 FD0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0657.degrees latitude (g = 980.6199 gals.).
 FD0657
 FD0657.The modeled gravity was interpolated from observed gravity values.
 FD0657
 FD0657;                    North         East     Units Scale Factor Converg.
 FD0657;SPC TN       -   169,233.591   520,131.250   MT  0.99994847   -0 31 03.7
 FD0657;SPC TN       -   555,227.21  1,706,463.94   sFT  0.99994847   -0 31 03.7
 FD0657;UTM  16      - 3,967,917.576   510,449.857   MT  0.99960135   +0 04 04.0
 FD0657
 FD0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0657!SPC TN       -   0.99996532  x   0.99994847  =   0.99991379
 FD0657!UTM  16      -   0.99996532  x   0.99960135  =   0.99956668
 FD0657
 FD0657:                Primary Azimuth Mark                     Grid Az
 FD0657:SPC TN       -  TS 1S                                    002 18 36.9
 FD0657:UTM  16      -  TS 1S                                    001 43 29.2
 FD0657
 FD0657|---------------------------------------------------------------------|
 FD0657| PID    Reference Object                     Distance      Geod. Az  |
 FD0657|                                                           dddmmss.s |
 FD0657| FD1496 TS 1S                               APPROX. 1.8 KM 0014733.2 |
 FD0657| CG5217 DAVIS RM 2                           12.745 METERS 00446     |
 FD0657| CG5216 DAVIS RM 1                           12.551 METERS 15108     |
 FD0657|---------------------------------------------------------------------|
 FD0657
 FD0657                          SUPERSEDED SURVEY CONTROL
 FD0657
 FD0657  NAD 83(1995)-  35 51 19.47482(N)    086 53 03.35817(W) AD(       ) 2
 FD0657  NAD 83(1986)-  35 51 19.48327(N)    086 53 03.35928(W) AD(       ) 2
 FD0657  NAD 27      -  35 51 19.24390(N)    086 53 03.35360(W) AD(       ) 2
 FD0657  NGVD 29 (??/??/??)  249.46   (m)          818.4    (f) RESET       3  
 FD0657
 FD0657.Superseded values are not recommended for survey control.
 FD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0657.See file dsdata.txt to determine how the superseded data were derived.
 FD0657
 FD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1045067918(NAD 83)
 FD0657_MARKER: DD = SURVEY DISK
 FD0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0657_STAMPING: DAVIS 1963
 FD0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0657+STABILITY: SURFACE MOTION
 FD0657
 FD0657  HISTORY     - Date     Condition        Report By
 FD0657  HISTORY     - 1963     MONUMENTED       TNHD
 FD0657  HISTORY     - 1963     GOOD             TNHD
 FD0657  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0657
 FD0657                          STATION DESCRIPTION
 FD0657
 FD0657'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0657'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF FRANKLIN.
 FD0657'
 FD0657'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND THE
 FD0657'JUNCTION OF U S HIGHWAY 31
 FD0657'AND 431, GO SOUTH ON U S HIGHWAY 31 FOR 5.0 MILES TO THE
 FD0657'STATION ON THE LEFT.
 FD0657'
 FD0657'THE STATION IS 31 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0657'31, 5 FEET SOUTH OF A
 FD0657'UTILITY POLE, 4.2 FEET NORTH OF A METAL WITNESS POST AND 2
 FD0657'FEET WEST OF A WIRE FENCE.
 FD0657'THE SURFACE AND UNDERGROUND MARKS ARE
 FD0657'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK AND
 FD0657'ARE STAMPED DAVIS
 FD0657'1963.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0657'CONCRETE
 FD0657'MONUMENT.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FD0657'SURFACE.
 FD0657'
 FD0657'REFERENCE MARK NO 1 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0657'HIGHWAY 31, 48
 FD0657'FEET NORTHEAST OF THE NORTHWEST CORNER OF A WHITE
 FD0657'FRAME HOUSE AND 1 FOOT SOUTH OF A
 FD0657'WIRE FENCE.  IT IS A STANDARD
 FD0657'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0657'SQUARE, FLUSH,
 FD0657'CONCRETE MONUMENT AND THE DISK IS STAMPED DAVIS RM-1 1963.
 FD0657'
 FD0657'REFERENCE MARK NO 2 IS 37 FEET NORTH OF A UTILITY POLE, 31 FEET EAST
 FD0657'OF THE APPROXIMATE
 FD0657'CENTER OF U S HIGHWAY 31 AND 1 FOOT WEST OF A WIRE FENCE.
 FD0657'IT IS A STANDARD TENNESSEE
 FD0657'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0657'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0657'IS STAMPED DAVIS RM-2
 FD0657'1963.
 FD0657'
 FD0657'TS-1S (T G S) WILL SERVE AS THE AZIMUTH MARK FOR THIS STATION.  SEE
 FD0657'DESCRIPTION THEREOF.
 FD0657'
 FD0657'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0657
 FD0657                          STATION RECOVERY (1963)
 FD0657
 FD0657'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0657'5 MI S FROM FRANKLIN.
 FD0657'FROM THE POST OFFICE IN FRANKLIN AND THE JUNCTION OF U.S. HIGHWAY
 FD0657'31 AND 431, GO SOUTH ON U.S. HIGHWAY 31 FOR 5.0 MILES TO THE
 FD0657'STATION ON THE LEFT.  THE MARK IS 31 FEET EAST OF THE CENTER
 FD0657'LINE OF U.S. HIGHWAY 31, 5 FEET SOUTH OF A UTILITY POLE, 4.2
 FD0657'FEET NORTH OF A METAL WITNESS POST AND 2 FEET WEST OF A WIRE
 FD0657'FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0657
 FD0657                          STATION RECOVERY (1984)
 FD0657
 FD0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0657'NOT RECOVERED.  RECOVERY HAMPERED BY ICE AND SNOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2495 ***********************************************************************
 GB2495  DESIGNATION -  DAVIS
 GB2495  PID         -  GB2495
 GB2495  STATE/COUNTY-  TN/CAMPBELL
 GB2495  USGS QUAD   -  JELLICO WEST (1979)
 GB2495
 GB2495                         *CURRENT SURVEY CONTROL
 GB2495  ___________________________________________________________________
 GB2495* NAD 83(1995)-  36 31 44.83251(N)    084 10 20.73827(W)     ADJUSTED  
 GB2495* NAVD 88     -       629.1    (meters)    2064.     (feet)  VERTCON   
 GB2495  ___________________________________________________________________
 GB2495  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GB2495  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2495
 GB2495  HORZ ORDER  -  SECOND
 GB2495
 GB2495.The horizontal coordinates were established by classical geodetic methods
 GB2495.and adjusted by the National Geodetic Survey in April 1999..
 GB2495
 GB2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2495
 GB2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2495
 GB2495.The geoid height was determined by GEOID03.
 GB2495
 GB2495;                    North         East     Units Scale Factor Converg.
 GB2495;SPC TN       -   245,155.710   763,666.987   MT  1.00002188   +1 04 11.8
 GB2495;SPC TN       -   804,315.03  2,505,464.11   sFT  1.00002188   +1 04 11.8
 GB2495;SPC KY1Z     - 1,022,925.024 1,641,302.039   MT  1.00017862   +0 58 06.8
 GB2495;SPC KY1Z     - 3,356,046.52  5,384,838.44   sFT  1.00017862   +0 58 06.8
 GB2495;SPC KY S     -   522,906.994   641,283.090   MT  1.00004334   +0 57 24.3
 GB2495;SPC KY S     - 1,715,570.70  2,103,942.94   sFT  1.00004334   +0 57 24.3
 GB2495;UTM  16      - 4,046,358.225   753,159.373   MT  1.00038968   +1 41 02.2
 GB2495
 GB2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2495!SPC TN       -   0.99990595  x   1.00002188  =   0.99992783
 GB2495!SPC KY1Z     -   0.99990595  x   1.00017862  =   1.00008456
 GB2495!SPC KY S     -   0.99990595  x   1.00004334  =   0.99994929
 GB2495!UTM  16      -   0.99990595  x   1.00038968  =   1.00029560
 GB2495
 GB2495|---------------------------------------------------------------------|
 GB2495| PID    Reference Object                     Distance      Geod. Az  |
 GB2495|                                                           dddmmss.s |
 GB2495| DB9168 DAVIS RM 1                           21.537 METERS 02550     |
 GB2495| DB9169 DAVIS RM 2                           23.695 METERS 21038     |
 GB2495| DB9167 DAVIS AZ MK                                        2691905.2 |
 GB2495|---------------------------------------------------------------------|
 GB2495
 GB2495                          SUPERSEDED SURVEY CONTROL
 GB2495
 GB2495  NAD 83(1995)-  36 31 44.83287(N)    084 10 20.73893(W) AD(       ) 2
 GB2495  NAD 83(1995)-  36 31 44.84249(N)    084 10 20.74139(W) AD(       ) 2
 GB2495  NAD 83(1986)-  36 31 44.84384(N)    084 10 20.74015(W) AD(       ) 2
 GB2495  NAD 27      -  36 31 44.54580(N)    084 10 20.97900(W) AD(       ) 2
 GB2495  NGVD 29 (07/19/86)  629.2    (m)         2064.     (f) VERT ANG       
 GB2495
 GB2495.Superseded values are not recommended for survey control.
 GB2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2495.See file dsdata.txt to determine how the superseded data were derived.
 GB2495
 GB2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5315946358(NAD 83)
 GB2495_MARKER: DE = TRAVERSE STATION DISK
 GB2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2495
 GB2495  HISTORY     - Date     Condition        Report By
 GB2495  HISTORY     - 1961     MONUMENTED       CGS
 GB2495  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GB2495
 GB2495                          STATION DESCRIPTION
 GB2495
 GB2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2495'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF JELLICO AND ABOUT 1
 GB2495'1/2 MILES SOUTH OF NEWCOMB
 GB2495'ON PINE MOUNTAIN.
 GB2495'
 GB2495'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2495'HIGHWAY 63 IN LAFOLLETT,
 GB2495'GO NORTH ON U.S.  HIGHWAY 25W FOR 10.5 MILES TO T
 GB2495'ROAD LEFT, JUST AFTER CROSSING A
 GB2495'CONCRETE BRIDGE, TURN LEFT AND GO
 GB2495'5.0 MILES TO A FORK, TAKE LEFT FORK, AND GO 0.75
 GB2495'MILE TO A FORK, TAKE
 GB2495'RIGHT FORK, AND GO 1.5 MILES TO A T ROAD RIGHT, WHITE FRAME HOUSE
 GB2495'ON THE LEFT, TURN
 GB2495'RIGHT AND GO 1.1 MILES TO A CROSSROAD, CONTINUE
 GB2495'STRAIGHT AHEAD AND GO 0.6 MILE TO
 GB2495'A HOUSE ON THE RIGHT, CONTINUE ON
 GB2495'MOUNTAIN ROAD AND GO 0.55 MILE TO A T ROAD LEFT
 GB2495'JUST BEFORE
 GB2495'REACHING TOP OF HILL, CONTINUE STRAIGHT AHEAD AND GO 0.7 MILE TO A
 GB2495'DIM SIDE ROAD
 GB2495'RIGHT, TURN SHARP RIGHT AND GO UP RIDGE FOR 0.1 MILE TO
 GB2495'THE STATION.
 GB2495'
 GB2495'STATION MARK IS 1.8 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 GB2495'STANDARD TRAVERSE
 GB2495'DISK SET IN A CONCRETE POST, WHICH PROJECTS 4-INCHES AND IS
 GB2495'STAMPED DAVIS 1961.
 GB2495'
 GB2495'REFERENCE MARK NO. 1 IS 2.3 FEET EAST OF A WITNESS SIGN.  THE MARK IS
 GB2495'A STANDARD DISK SET
 GB2495'IN A CONCRETE POST, WHICH PROJECTS 2-INCHES AND IS
 GB2495'STAMPED DAVIS NO 1 1961.
 GB2495'
 GB2495'AZIMUTH MARK IS 160 FEET NORTHWEST OF THE CENTER OF AN OIL ROAD, 50
 GB2495'FEET NORTH OF A POWER LINE
 GB2495'POLE NUMBER 111, 7 FEET NORTHEAST OF A FENCE AND 2.5
 GB2495'FEET NORTHWEST OF A WITNESS SIGN.
 GB2495'THE MARK IS A STANDARD DISK
 GB2495'CEMENTED IN A DRILL HOLE IN A BOULDER, FLUSH AND IS
 GB2495'STAMPED DAVIS 1961.
 GB2495'
 GB2495'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING IN NEWCOMB, GO
 GB2495'SOUTH ON ELK VALLEY ROAD
 GB2495'FOR 2.4 MILES TO THE MARK ON THE RIGHT.
 GB2495'
 GB2495'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GB2495
 GB2495                          STATION RECOVERY (1965)
 GB2495
 GB2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GB2495'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB2495'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 GB2495'BEEN DESTROYED BY MACHINERY USED IN CLEARING THE RIGHT-OF-WAY FOR
 GB2495'INTERSTATE ROUTE 75.  DUE TO THE LOCATION OF THIS STATION ATOP A
 GB2495'HIGH, NARROW RIDGE WHICH WILL BE TRAVERSED BY INTERSTATE ROUTE 75, IT
 GB2495'WAS IMPOSSIBLE TO MOVE THE STATION OUT OF THE CONSTRUCTION AREA.
 GB2495'THEREFORE, THE STATION AND ALL MARKS WERE COMPLETELY
 GB2495'DESTROYED AND THE DISKS REMOVED FOR SUBMISSION TO THE WASHINGTON
 GB2495'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1542 ***********************************************************************
 FD1542  DESIGNATION -  DAVIS
 FD1542  PID         -  FD1542
 FD1542  STATE/COUNTY-  TN/LAWRENCE
 FD1542  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1542
 FD1542                         *CURRENT SURVEY CONTROL
 FD1542  ___________________________________________________________________
 FD1542* NAD 83(1995)-  35 07 48.40469(N)    087 20 38.11320(W)     ADJUSTED  
 FD1542* NAVD 88     -       295.4    (meters)     969.     (feet)  VERTCON   
 FD1542  ___________________________________________________________________
 FD1542  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FD1542  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD1542
 FD1542  HORZ ORDER  -  SECOND
 FD1542
 FD1542.The horizontal coordinates were established by classical geodetic methods
 FD1542.and adjusted by the National Geodetic Survey in April 1999..
 FD1542
 FD1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1542
 FD1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1542
 FD1542.The geoid height was determined by GEOID03.
 FD1542
 FD1542;                    North         East     Units Scale Factor Converg.
 FD1542;SPC TN       -    89,244.596   477,511.484   MT  1.00002332   -0 47 12.4
 FD1542;SPC TN       -   292,796.65  1,566,635.59   sFT  1.00002332   -0 47 12.4
 FD1542;UTM  16      - 3,887,526.306   468,666.395   MT  0.99961210   -0 11 52.5
 FD1542
 FD1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1542!SPC TN       -   0.99995795  x   1.00002332  =   0.99998127
 FD1542!UTM  16      -   0.99995795  x   0.99961210  =   0.99957007
 FD1542
 FD1542|---------------------------------------------------------------------|
 FD1542| PID    Reference Object                     Distance      Geod. Az  |
 FD1542|                                                           dddmmss.s |
 FD1542| FD1554 DAVIS PTA                             8.214 METERS 00225     |
 FD1542| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX.12.4 KM 0041538.5 |
 FD1542| CG5215 DAVIS RM 3                           35.909 METERS 14626     |
 FD1542| CG5212 DAVIS AZ MK                                        1774459.9 |
 FD1542| FD1556 DAVIS AZ MK RESET                   APPROX. 0.9 KM 1822433.9 |
 FD1542| CG5213 DAVIS RM 1                           46.491 METERS 18345     |
 FD1542| CG5214 DAVIS RM 2                           76.221 METERS 26334     |
 FD1542| FD1551 DAVIS ECC                            27.554 METERS 29547     |
 FD1542|---------------------------------------------------------------------|
 FD1542
 FD1542                          SUPERSEDED SURVEY CONTROL
 FD1542
 FD1542  NAD 83(1995)-  35 07 48.40448(N)    087 20 38.11385(W) AD(       ) 2
 FD1542  NAD 83(1995)-  35 07 48.41405(N)    087 20 38.11662(W) AD(       ) 2
 FD1542  NAD 83(1986)-  35 07 48.41554(N)    087 20 38.11606(W) AD(       ) 2
 FD1542  NAD 27      -  35 07 48.12300(N)    087 20 38.04100(W) AD(       ) 2
 FD1542  NGVD 29 (07/19/86)  295.4    (m)          969.     (f) VERT ANG       
 FD1542
 FD1542.Superseded values are not recommended for survey control.
 FD1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1542.See file dsdata.txt to determine how the superseded data were derived.
 FD1542
 FD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6866687526(NAD 83)
 FD1542_MARKER: DS = TRIANGULATION STATION DISK
 FD1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1542_STAMPING: DAVIS 1934
 FD1542_MARK LOGO: CGS   
 FD1542
 FD1542  HISTORY     - Date     Condition        Report By
 FD1542  HISTORY     - 1934     MONUMENTED       CGS
 FD1542  HISTORY     - 1950     GOOD             TVA
 FD1542  HISTORY     - 1962     GOOD             TNHD
 FD1542  HISTORY     - 1962     GOOD             CGS
 FD1542  HISTORY     - 1973     GOOD             TVA
 FD1542  HISTORY     - 1976     GOOD             NGS
 FD1542  HISTORY     - 1979     GOOD             NGS
 FD1542
 FD1542                          STATION DESCRIPTION
 FD1542
 FD1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1542'ABOUT 7.5 MILES SOUTH OF LAWRENCEBURG, 2.10 MILES SOUTH OF LEOMA, ON
 FD1542'WEST SIDE OF ROUTE
 FD1542'98, AND IN GARDEN RENTED BY J F BAILEY WHICH
 FD1542'ADJOINS PROPERTY ON WHICH STANDS HIS
 FD1542'HOME.  TO REACH FROM
 FD1542'INTERSECTION OF ROUTES 6 AND 98 IN LEOMA, GO SOUTH 2.15
 FD1542'MILES ON
 FD1542'ROUTE 98 TO T-ROAD JUST PAST BAILEYS HOME.  STATION IS IN SOUTHWEST
 FD1542'CORNER OF GARDEN,
 FD1542'35.5 FEET WEST OF CENTER LINE OF ROUTE 98, 45 FEET
 FD1542'NORTH OF CENTER LINE OF T-ROAD,
 FD1542'ABOUT 75 FEET SOUTH OF BAILEYS HOME,
 FD1542'AND 15 FEET NORTH OF BEND IN WIRE FENCE
 FD1542'SURROUNDING GARDEN.  SURFACE
 FD1542'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1542'CONCRETE.
 FD1542'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1542'DISKS IN CONCRETE.
 FD1542'NO 1 IS ON EAST EDGE OF PLOWED FIELD,
 FD1542'20 FEET WEST OF CENTER LINE OF ROUTE 98,
 FD1542'AND 152.53 FEET FROM STATION
 FD1542'S 3 DEG 45 MIN W.  NO 2 IS ON NORTH EDGE OF PLOWED
 FD1542'FIELD, 13 FEET
 FD1542'SOUTH OF CENTER LINE OF T-ROAD, AND 250.07 FEET FROM STATION
 FD1542'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO
 FD1542'2 IS 268.87 FEET.  AZIMUTH MARK IS ON EAST
 FD1542'EDGE OF AND 18 FEET FROM
 FD1542'CENTER LINE OF GRAVEL ROAD, 100 YARDS NORTH OF WHITE DWELLING
 FD1542'ON PROPERTY
 FD1542'OF E R JUSTICE, ON EDGE OF CULTIVATED FIELD DIRECTLY UNDER
 FD1542'TELEPHONE LINE, AND 0.75
 FD1542'MILE FROM STATION.
 FD1542'BEARING FROM STATION TO
 FD1542'LAWRENCEBURG, MUNICIPAL WATER TANK,
 FD1542'DISTANT 7.7 MILES, IS N 4 DEG 15 MIN E.
 FD1542
 FD1542                          STATION RECOVERY (1950)
 FD1542
 FD1542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DIS)
 FD1542'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS ARE IN GOOD
 FD1542'CONDITION.
 FD1542'
 FD1542'STATION IS LOCATED 2.1 MILES S OF LEOMA.  MARK IS SET 4 FEET E.  DISK
 FD1542'IS STAMPED DAVIS.
 FD1542'
 FD1542'REFERENCE MARK 1 IS SET 1 FOOT W OF THE STATION.
 FD1542'
 FD1542'REFERENCE MARK 2 IS SET 1.5 FEET N OF THE STATION.
 FD1542'
 FD1542'AZIMUTH MARK WAS NOT FOUND.  ACCORDING TO A NEARBY RESIDENT, THE ROAD
 FD1542'HAS BEEN WIDENED
 FD1542'AND PAVED AND THE TELEPHONE LINE HAS BEEN MOVED.  IT
 FD1542'IS BELIEVED THAT THE AZIMUTH MARK
 FD1542'HAS BEEN DESTROYED.
 FD1542
 FD1542                          STATION RECOVERY (1962)
 FD1542
 FD1542'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1542'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1542'THE DESCRIPTION IS
 FD1542'COMPLETELY ADEQUATE.
 FD1542
 FD1542                          STATION RECOVERY (1962)
 FD1542
 FD1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1542'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED AND FOUND IN GOOD
 FD1542'CONDITION.  A DISCREPANCE OF
 FD1542'0.06 FOOT WAS FOUND IN THE HORIZONTAL MEASUREMENT TO
 FD1542'REFERENCE MARK NO 2.  A COMPLETE
 FD1542'AND THOROUGH SEARCH WAS MADE FOR
 FD1542'REFERENCE MARK NO 1 AND THE AZIMUTH MARK, BUT THEY
 FD1542'COULD NOT BE FOUND
 FD1542'AND ARE PRESUMED LOST DUE TO HIGHWAY CONSTRUCTION.  MR W H PETTUS,
 FD1542'WHO OWNS THE LAND
 FD1542'WHERE THE ORIGINAL AZIMUTH MARK WAS ESTABLISHED,
 FD1542'SAYS THE THE HIGHWAY WAS WIDENED AND
 FD1542'THE TELEPHONE LINE MOVED JUST
 FD1542'PRIOR TO THE TIME HE BOUGHT THE PROPERTY AND HE IS
 FD1542'POSITIVE THAT THE
 FD1542'AZIMUTH MARK WAS LOST AT THE TIME.  A NEW REFERENCE MARK NO 3 AND
 FD1542'AZIMUTH MARK WERE
 FD1542'ESTABLISHED AT THE TIME OF THIS RECOVERY.
 FD1542'FOLLOWING IS A NEW AND COMPLETE
 FD1542'DESCRIPTION.
 FD1542'
 FD1542'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE ROUTE 98, ABOUT
 FD1542'7.5 MILES SOUTH OF
 FD1542'LAWRENCEBURG, 2.1 MILES SOUTH OF LEOMA, 1.6 MILES NORTH OF
 FD1542'THE COMMUNITY OF CENTER
 FD1542'POINT, AND ON PROPERTY OWNED BY MR RAYMOND
 FD1542'WHITLEY AND TENATED BY A A SIMS.
 FD1542'
 FD1542'THE STATION IS 89 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 FD1542'39 FEET NORTH OF THE
 FD1542'APPROXIMATE CENTER OF A GRAVELED ROAD, 34 FEET WEST OF
 FD1542'THE APPROXIMATE CENTER OF STATE
 FD1542'ROUTE 98, 21 FEET NORTH OF POWERLINE
 FD1542'POLE NO 37, 3.7 FEET WEST OF A METAL WITNESS POST
 FD1542'AND TVA SIGN, AND
 FD1542'DIRECTLY UNDER THE POWERLINE.  IT IS A STANDARD DISK SET IN THE TOP
 FD1542'OF A 10-INCH,
 FD1542'SQUARE, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FD1542'SURFACE OF THE GROUND AND THE
 FD1542'DISK IS STAMPED DAVIS 1934.
 FD1542'
 FD1542'REFERENCE MARK NO 2 IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 269
 FD1542'FEET WEST OF THE
 FD1542'INTERSECTION OF STATE ROUTE 98 AND A GRAVELED T ROAD, 14 FEET
 FD1542'SOUTH OF THE APPROXIMATE
 FD1542'CENTER OF THE GRAVELED ROAD, AND 1.3 FEET
 FD1542'SOUTH OF A METAL WITNESS POST AND TVA SIGN.
 FD1542'IT IS A STANDARD DISK
 FD1542'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6
 FD1542'INCHES BELOW THE
 FD1542'SURROUNDING SURFACE AND THE DISK IS STAMPED DAVIS NO 2 1934.
 FD1542'
 FD1542'REFERENCE MARK NO 3 IS ACROSS STATE ROUTE 98 SOUTHEAST OF THE
 FD1542'STATION, AT THE WEST EDGE
 FD1542'OF A CULTIVATE FIELD, 73 FET SOUTH OF A TELEPHONE POLE AT
 FD1542'THE WEST END OF A FENCE
 FD1542'LINE, 43 FEET EAST OF THE APPROXIMATE CENTER
 FD1542'OF STATE ROUTE 98, 1.5 FEET WEST OF A
 FD1542'METAL WITNESS POST AND SIGN,
 FD1542'AND IS ABOUT 4.5 FEET BELOW THE ELEVATION OF THE
 FD1542'STATION.  IT IS A
 FD1542'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1542'MONUMENT THAT
 FD1542'PROJECTS 2 INCHES AND THE DISK IS STAMPED DAVIS NO 3 1934.
 FD1542'
 FD1542'THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST ANGLE OF STATE ROUTE 98
 FD1542'AND LUNSFORD ROAD, 38
 FD1542'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 FD1542'98, 21 FEET SOUTH OF THE APPROXIMATE
 FD1542'CENTER OF LUNSFORD ROAD, 8.5
 FD1542'FEET WEST OF GUYED POWERLINE POLE NO 45, AND 1.3 FEET
 FD1542'NORTHEAST OF A
 FD1542'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1542'A 10-INCH, SQUARE,
 FD1542'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 FD1542'DISK IS STAMPED DAVIS 1934 RESET 1962.
 FD1542'
 FD1542'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE SOUTHERLY ON STATE
 FD1542'ROUTE 98 FOR 0.6 MILE TO
 FD1542'LUNSFORD ROAD ON THE RIGHT AND THE MARK IN THE
 FD1542'SOUTHWEST ANGLE.
 FD1542
 FD1542                          STATION RECOVERY (1973)
 FD1542
 FD1542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (HEL)
 FD1542'DAVIS RECOVERED IN VERY GOOD CONDITION.  AS PER PUBLISHED
 FD1542'DESCRIPTION.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.5 MI. SO. OF
 FD1542'LAWRENCE.
 FD1542'
 FD1542'DAVIS NO. 1 DESTROYED-LOST.  FOUND MON. WELL INTACT, WITH BRASS CAP,
 FD1542'AT THE SITE DESCRIBED BUT LYING HORIZONTAL--HIT BY ROAD EQUIPMENT
 FD1542'EXCAV. ROAD DITCH.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.1 MI. SO. OF
 FD1542'LEOMA.
 FD1542'
 FD1542'DAVIS NO. 2 RECOVERED IN GOOD CONDITION.  AS PER PUBLISHED
 FD1542'DESCRIPTION.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MI. SO. OF
 FD1542'LEOMA.
 FD1542'
 FD1542'DAVIS REF NO. 3 RECOVERED TOP BROKE OFF.  FOUND REF. NO. 3 TOP WAS
 FD1542'BROKE OFF, BUT BASE IN GOOD SHAPE.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.5 MI. SO. OF
 FD1542'LAWRENCE.
 FD1542'
 FD1542'DAVIS RESET AZ. MK. RECOVERED IN VERY GOOD CONDITION.  2 FEET EAST
 FD1542'OF WITNESS POST AND SIGN.  2 FEET NORTH OF CREOSOETED FEN. COR.
 FD1542'POST.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.7 MI. SO. OF
 FD1542'LEOMA.
 FD1542
 FD1542                          STATION RECOVERY (1976)
 FD1542
 FD1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1542'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 FD1542'AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 3 WAS REPORTED
 FD1542'AS BEING DESTROYED BUT WAS FOUND IN GOOD CONDITION.  THE DIRECTION
 FD1542'AND DISTANCES TO THE REFERENCE MARKS CHECKED.  THE 1962
 FD1542'DESCRIPTION IS GOOD.
 FD1542'
 FD1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FD1542'SOUTH OF LEOMA.
 FD1542'
 FD1542'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD1542
 FD1542                          STATION RECOVERY (1979)
 FD1542
 FD1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1542'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 FD1542'WERE RECOVERED IN GOOD CONDITION.  LONGER DISTANCES OF 0.018
 FD1542'METER TO REFERENCE MARK 2 AND 0.021 METER TO REFERENCE MARK 3 WAS
 FD1542'NOTED AND VERIFIED AT THIS TIME.  DIRECTIONS TO THE MARKS COMPARED
 FD1542'FAVORABLY WITH OLD DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FD1542'
 FD1542'THE STATION IS LOCATED 7-1/2 MILES SOUTH OF LAWRENCEBURG, 2 MILES
 FD1542'SOUTH OF LEOMA, 1.6 MILES NORTH OF THE SMALL COMMUNITY OF
 FD1542'CENTER POINT, AND ON PROPERTY OWNED BY MR. RAYMOND WHITLEY, ROUTE
 FD1542'1, LEOMA, TN 38468, TELEPHONE 615-852-2742.
 FD1542'
 FD1542'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTHERLY
 FD1542'ON STATE HIGHWAY 98 FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AND
 FD1542'THE STATION.
 FD1542'
 FD1542'THE STATION IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS 1934---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'FLUSH WITH GROUND.  IT IS LOCATED
 FD1542'39 FEET NORTH FROM THE CENTER OF A GRAVELED ROAD,
 FD1542'35 FEET WEST FROM THE CENTER OF STATE HIGHWAY 98,
 FD1542'4.0 FEET WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND
 FD1542'ABOUT 5 FEET IN ELEVATION HIGHER THAN THE HIGHWAY.
 FD1542'
 FD1542'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS NO 2 1934---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 FD1542'16 FEET SOUTH FROM THE CENTER OF A GRAVELED ROAD AND
 FD1542'1.3 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1542'MARK IS LEVEL WITH STATION.
 FD1542'
 FD1542'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS NO 3 1934---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'FLUSH WITH GROUND.  IT IS LOCATED
 FD1542'84 FEET SOUTH FROM THE CENTER OF A FARM ROAD,
 FD1542'73 FEET SOUTH FROM A TELEPHONE POLE, AND
 FD1542'43 FEET EAST FROM THE CENTER OF STATE HIGHWAY 98.
 FD1542'MARK IS LEVEL WITH STATION.
 FD1542'
 FD1542'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS 1934 RESET 1962---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'FLUSH WITH GROUND.  IT IS LOCATED
 FD1542'38 FEET WEST FROM THE CENTER LINE OF STATE HIGHWAY 98,
 FD1542'21 FEET SOUTH FROM THE CENTER OF A GRAVELED ROAD,
 FD1542'8.7 FEET WEST FROM A POWER POLE, AND
 FD1542'2.0 FEET EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1542'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON STATE
 FD1542'HIGHWAY 98 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 FD1542'
 FD1542'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1556 ***********************************************************************
 FD1556  DESIGNATION -  DAVIS AZ MK RESET
 FD1556  PID         -  FD1556
 FD1556  STATE/COUNTY-  TN/LAWRENCE
 FD1556  USGS QUAD   -  BONNERTOWN (1988)
 FD1556
 FD1556                         *CURRENT SURVEY CONTROL
 FD1556  ___________________________________________________________________
 FD1556* NAD 83(1995)-  35 07 19.84488(N)    087 20 39.57582(W)     ADJUSTED  
 FD1556* NAVD 88     -       285.8    (meters)     938.     (feet)  VERTCON   
 FD1556  ___________________________________________________________________
 FD1556  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FD1556  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD1556
 FD1556  HORZ ORDER  -  SECOND
 FD1556
 FD1556.The horizontal coordinates were established by classical geodetic methods
 FD1556.and adjusted by the National Geodetic Survey in April 1999..
 FD1556
 FD1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1556
 FD1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1556
 FD1556.The geoid height was determined by GEOID03.
 FD1556
 FD1556;                    North         East     Units Scale Factor Converg.
 FD1556;SPC TN       -    88,365.026   477,462.366   MT  1.00002502   -0 47 13.3
 FD1556;SPC TN       -   289,910.92  1,566,474.45   sFT  1.00002502   -0 47 13.3
 FD1556;UTM  16      - 3,886,646.640   468,626.338   MT  0.99961213   -0 11 53.2
 FD1556
 FD1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1556!SPC TN       -   0.99995946  x   1.00002502  =   0.99998448
 FD1556!UTM  16      -   0.99995946  x   0.99961213  =   0.99957161
 FD1556
 FD1556                          SUPERSEDED SURVEY CONTROL
 FD1556
 FD1556  NAD 83(1995)-  35 07 19.84467(N)    087 20 39.57644(W) AD(       ) 2
 FD1556  NAD 83(1995)-  35 07 19.85425(N)    087 20 39.57938(W) AD(       ) 2
 FD1556  NAD 83(1986)-  35 07 19.85574(N)    087 20 39.57878(W) AD(       ) 2
 FD1556  NAD 27      -  35 07 19.56253(N)    087 20 39.50372(W) AD(       ) 2
 FD1556  NGVD 29 (07/19/86)  285.8    (m)          938.     (f) VERT ANG       
 FD1556
 FD1556.Superseded values are not recommended for survey control.
 FD1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1556.See file dsdata.txt to determine how the superseded data were derived.
 FD1556
 FD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6862686647(NAD 83)
 FD1556_MARKER: DZ = AZIMUTH MARK DISK
 FD1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1556_STAMPING: DAVIS 1934 RESET 1962
 FD1556_MARK LOGO: CGS   
 FD1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1556+STABILITY: SURFACE MOTION
 FD1556
 FD1556  HISTORY     - Date     Condition        Report By
 FD1556  HISTORY     - 1979     MONUMENTED       NGS
 FD1556
 FD1556                          STATION DESCRIPTION
 FD1556
 FD1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1556'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF
 FD1556'LAWRENCEBURG, 2-1/2 MILES SOUTH OF LEOMA, 1 MILE
 FD1556'NORTH OF THE SMALL COMMUNITY OF CENTER POINT, AND
 FD1556'ON HIGHWAY RIGHT-OF-WAY.
 FD1556'
 FD1556'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTHERLY
 FD1556'ON STATE HIGHWAY 98 FOR 2.1 MILES TO A SIDE ROAD RIGHT AND STATION
 FD1556'DAVIS 1934.  CONTINUE SOUTHERLY ON STATE HIGHWAY 98 FOR 0.6 MILE
 FD1556'TO THE STATION ON THE RIGHT.
 FD1556'
 FD1556'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 FD1556'STAMPED---DAVIS 1934 RESET 1962---,
 FD1556'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1556'FLUSH WITH GROUND.  IT IS LOCATED
 FD1556'38 FEET WEST FROM THE APPROXIMATE CENTER OF STATE HIGHWAY 98,
 FD1556'21 FEET SOUTH FROM THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1556'8.7  FEET WEST FROM A POWER POLE, AND
 FD1556'2.0 FEET EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1556'
 FD1556'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0656 ***********************************************************************
 FD0656  DESIGNATION -  DAVIS RM 1
 FD0656  PID         -  FD0656
 FD0656  STATE/COUNTY-  TN/WILLIAMSON
 FD0656  USGS QUAD   -  SPRING HILL (1979)
 FD0656
 FD0656                         *CURRENT SURVEY CONTROL
 FD0656  ___________________________________________________________________
 FD0656* NAD 83(1986)-  35 51 19.     (N)    086 53 03.     (W)     SCALED    
 FD0656* NAVD 88     -       249.698  (meters)     819.22   (feet)  ADJUSTED  
 FD0656  ___________________________________________________________________
 FD0656  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0656  DYNAMIC HT  -         249.478 (meters)     818.50  (feet)  COMP
 FD0656  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FD0656
 FD0656  VERT ORDER  -  SECOND    CLASS 0
 FD0656
 FD0656.The horizontal coordinates were scaled from a topographic map and have
 FD0656.an estimated accuracy of +/- 6 seconds.
 FD0656
 FD0656.The orthometric height was determined by differential leveling
 FD0656.and adjusted by the National Geodetic Survey in June 1991..
 FD0656
 FD0656.The geoid height was determined by GEOID03.
 FD0656
 FD0656.The dynamic height is computed by dividing the NAVD 88
 FD0656.geopotential number by the normal gravity value computed on the
 FD0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0656.degrees latitude (g = 980.6199 gals.).
 FD0656
 FD0656.The modeled gravity was interpolated from observed gravity values.
 FD0656
 FD0656;                    North         East    Units  Estimated Accuracy
 FD0656;SPC TN       -   169,220.      520,140.      MT  (+/- 180 meters Scaled)
 FD0656
 FD0656                          SUPERSEDED SURVEY CONTROL
 FD0656
 FD0656  NGVD 29 (??/??/??)  249.67   (m)          819.1    (f) RESET       3  
 FD0656
 FD0656.Superseded values are not recommended for survey control.
 FD0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0656.See file dsdata.txt to determine how the superseded data were derived.
 FD0656
 FD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104679(NAD 83)
 FD0656_MARKER: DD = SURVEY DISK
 FD0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0656_STAMPING: DAVIS RM 1 1963
 FD0656_MARK LOGO: TNHD  
 FD0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0656+STABILITY: SURFACE MOTION
 FD0656
 FD0656  HISTORY     - Date     Condition        Report By
 FD0656  HISTORY     - 1963     MONUMENTED       TNHD
 FD0656  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0656
 FD0656                          STATION DESCRIPTION
 FD0656
 FD0656'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0656'5 MI S FROM FRANKLIN.
 FD0656'THE MARK IS LOCATED AT THE DAVIS 1963 STATION SITE, 52 FEET
 FD0656'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 48 FEET NORTHEAST
 FD0656'OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE AND 1 FOOT SOUTH
 FD0656'OF A WIRE FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0656'MONUMENT.
 FD0656
 FD0656                          STATION RECOVERY (1984)
 FD0656
 FD0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0656'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0658 ***********************************************************************
 FD0658  DESIGNATION -  DAVIS RM 2
 FD0658  PID         -  FD0658
 FD0658  STATE/COUNTY-  TN/WILLIAMSON
 FD0658  USGS QUAD   -  SPRING HILL (1979)
 FD0658
 FD0658                         *CURRENT SURVEY CONTROL
 FD0658  ___________________________________________________________________
 FD0658* NAD 83(1986)-  35 51 19.     (N)    086 53 03.     (W)     SCALED    
 FD0658* NAVD 88     -       249.434  (meters)     818.35   (feet)  ADJUSTED  
 FD0658  ___________________________________________________________________
 FD0658  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0658  DYNAMIC HT  -         249.214 (meters)     817.63  (feet)  COMP
 FD0658  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FD0658
 FD0658  VERT ORDER  -  SECOND    CLASS 0
 FD0658
 FD0658.The horizontal coordinates were scaled from a topographic map and have
 FD0658.an estimated accuracy of +/- 6 seconds.
 FD0658
 FD0658.The orthometric height was determined by differential leveling
 FD0658.and adjusted by the National Geodetic Survey in June 1991..
 FD0658
 FD0658.The geoid height was determined by GEOID03.
 FD0658
 FD0658.The dynamic height is computed by dividing the NAVD 88
 FD0658.geopotential number by the normal gravity value computed on the
 FD0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0658.degrees latitude (g = 980.6199 gals.).
 FD0658
 FD0658.The modeled gravity was interpolated from observed gravity values.
 FD0658
 FD0658;                    North         East    Units  Estimated Accuracy
 FD0658;SPC TN       -   169,220.      520,140.      MT  (+/- 180 meters Scaled)
 FD0658
 FD0658                          SUPERSEDED SURVEY CONTROL
 FD0658
 FD0658  NGVD 29 (??/??/??)  249.40   (m)          818.2    (f) RESET       3  
 FD0658
 FD0658.Superseded values are not recommended for survey control.
 FD0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0658.See file dsdata.txt to determine how the superseded data were derived.
 FD0658
 FD0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104679(NAD 83)
 FD0658_MARKER: DD = SURVEY DISK
 FD0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0658_STAMPING: DAVIS RM 2 1963
 FD0658_MARK LOGO: TNHD  
 FD0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0658+STABILITY: SURFACE MOTION
 FD0658
 FD0658  HISTORY     - Date     Condition        Report By
 FD0658  HISTORY     - 1963     MONUMENTED       TNHD
 FD0658  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0658
 FD0658                          STATION DESCRIPTION
 FD0658
 FD0658'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0658'5 MI S FROM FRANKLIN.
 FD0658'THE MARK IS LOCATED AT THE DAVIS 1963 STATION SITE, 37 FEET
 FD0658'NORTH OF A UTILITY POLE, 31 FEET EAST OF THE CENTER LINE OF U.S.
 FD0658'HIGHWAY 31 AND 1 FOOT WEST OF A WIRE FENCE.  IT IS SET IN A
 FD0658'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0658
 FD0658                          STATION RECOVERY (1984)
 FD0658
 FD0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0658'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0889 ***********************************************************************
 FC0889  DESIGNATION -  DAY
 FC0889  PID         -  FC0889
 FC0889  STATE/COUNTY-  TN/CUMBERLAND
 FC0889  USGS QUAD   -  OZONE (1989)
 FC0889
 FC0889                         *CURRENT SURVEY CONTROL
 FC0889  ___________________________________________________________________
 FC0889* NAD 83(1995)-  35 53 48.53394(N)    084 45 55.99518(W)     ADJUSTED  
 FC0889* NAVD 88     -       485.476  (meters)    1592.77   (feet)  ADJUSTED  
 FC0889  ___________________________________________________________________
 FC0889  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 FC0889  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC0889  DYNAMIC HT  -         485.016 (meters)    1591.26  (feet)  COMP
 FC0889  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0889
 FC0889  HORZ ORDER  -  SECOND
 FC0889  VERT ORDER  -  SECOND    CLASS 0
 FC0889
 FC0889.The horizontal coordinates were established by classical geodetic methods
 FC0889.and adjusted by the National Geodetic Survey in April 1999..
 FC0889
 FC0889.The orthometric height was determined by differential leveling
 FC0889.and adjusted by the National Geodetic Survey in June 1991..
 FC0889
 FC0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0889
 FC0889.The geoid height was determined by GEOID03.
 FC0889
 FC0889.The dynamic height is computed by dividing the NAVD 88
 FC0889.geopotential number by the normal gravity value computed on the
 FC0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0889.degrees latitude (g = 980.6199 gals.).
 FC0889
 FC0889.The modeled gravity was interpolated from observed gravity values.
 FC0889
 FC0889;                    North         East     Units Scale Factor Converg.
 FC0889;SPC TN       -   174,169.619   711,438.357   MT  0.99994900   +0 43 21.7
 FC0889;SPC TN       -   571,421.49  2,334,110.68   sFT  0.99994900   +0 43 21.7
 FC0889;UTM  16      - 3,974,810.110   701,663.413   MT  1.00010114   +1 18 38.0
 FC0889
 FC0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0889!SPC TN       -   0.99992844  x   0.99994900  =   0.99987745
 FC0889!UTM  16      -   0.99992844  x   1.00010114  =   1.00002957
 FC0889
 FC0889|---------------------------------------------------------------------|
 FC0889| PID    Reference Object                     Distance      Geod. Az  |
 FC0889|                                                           dddmmss.s |
 FC0889| CZ4791 DAY RM 2                             30.179 METERS 17801     |
 FC0889| FC0887 DAY AZ MK                                          2462821.6 |
 FC0889| FC0888 DAY RM 1                             25.774 METERS 24832     |
 FC0889|---------------------------------------------------------------------|
 FC0889
 FC0889                          SUPERSEDED SURVEY CONTROL
 FC0889
 FC0889  NAD 83(1995)-  35 53 48.53985(N)    084 45 55.99528(W) AD(       ) 2
 FC0889  NAD 83(1986)-  35 53 48.54586(N)    084 45 55.99359(W) AD(       ) 2
 FC0889  NAD 27      -  35 53 48.28640(N)    084 45 56.19900(W) AD(       ) 2
 FC0889  NGVD 29 (??/??/92)  485.564  (m)         1593.05   (f) ADJ UNCH    2 0
 FC0889
 FC0889.Superseded values are not recommended for survey control.
 FC0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0889.See file dsdata.txt to determine how the superseded data were derived.
 FC0889
 FC0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0166374810(NAD 83)
 FC0889_MARKER: DE = TRAVERSE STATION DISK
 FC0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0889_STAMPING: DAY 1960
 FC0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0889+STABILITY: SURFACE MOTION
 FC0889
 FC0889  HISTORY     - Date     Condition        Report By
 FC0889  HISTORY     - 1960     MONUMENTED       CGS
 FC0889  HISTORY     - 1960     GOOD             CGS
 FC0889  HISTORY     - 1967     GOOD             CGS
 FC0889  HISTORY     - 1967     GOOD             NGS
 FC0889
 FC0889                          STATION DESCRIPTION
 FC0889
 FC0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0889'THE STATION IS LOCATED ON THE PROPERTY OF MR. ELLARD BARNES, ABOUT 2
 FC0889'1/2 MILES NORTHEAST OF OZONE, ABOUT 1/2 MILE EAST OF THE SMALL
 FC0889'COMMUNITY OF DAYSVILLE, AND IN THE NORTHWEST ANGLE OF THE CROSSROAD.
 FC0889'
 FC0889'TO REACH THE STATION FROM THE POST OFFICE IN OZONE, GO EASTERLY, ON
 FC0889'U.S. HIGHWAY 70 FOR 2.95 MILE TO A SIDE ROAD ON THE LEFT, AND SIGN,
 FC0889'DAYSVILLE MISSIONARY BAPTIST CHURCH.  TURN LEFT, AND GO NORTHERLY ON
 FC0889'A HARD SURFACE ROAD FOR 2.1 MILES TO A CROSSROAD, AND HAMBYS
 FC0889'GROCERY.  TURN RIGHT, AND GO EASTERLY FOR 0.05 MILE TO A RAILROAD
 FC0889'CROSSING, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE AZIMUTH
 FC0889'MARK ON THE LEFT.  PROCEED NORTHEAST, FOR 0.2 MILE TO A CROSSROAD,
 FC0889'AND THE STATION ON THE LEFT.
 FC0889'
 FC0889'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DAY 1960, SET
 FC0889'IN A CONCRETE MONUMENT, AND IS 16 INCHES BELOW THE SURFACE.  IT IS
 FC0889'92 FEET NORTHWEST OF A POWER LINE POLE, 84.6 FEET NORTHEAST OF A
 FC0889'WITNESS SIGN, 47 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 FC0889'AND 46 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 FC0889'
 FC0889'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DAY NO 1 1960, SET
 FC0889'IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 21 FEET SOUTH OF
 FC0889'THE CENTER OF A GRAVELED ROAD, 1.6 FEET SOUTHEAST OF A WITNESS SIGN,
 FC0889'AND 1 FOOT EAST OF A FENCE CORNER POST.
 FC0889'
 FC0889'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED TT 2R
 FC0889'1935, SET IN AN 8-INCH CONCRETE MONUMENT, AND PROJECTS 2
 FC0889'INCHES.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF THE CROSSROAD, 34
 FC0889'FEET WEST OF THE CENTER OF A DIRT ROAD, AND 7 FEET SOUTH OF A POWER
 FC0889'LINE POLE.
 FC0889'
 FC0889'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DAY 1960, SET IN A
 FC0889'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 18 FEET NORTHWEST OF
 FC0889'THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A POWER LINE POLE, AND
 FC0889'1.9 FEET SOUTHEAST OF A WITNESS SIGN.
 FC0889'
 FC0889'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 FC0889
 FC0889                          STATION RECOVERY (1960)
 FC0889
 FC0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0889'0.3 MI NE FROM DAYSVILLE.
 FC0889'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.3 MILE NORTHEAST
 FC0889'ON A GRAVELED ROAD TO A CROSSROAD AND THE STATION ON THE LEFT.
 FC0889'THE STATION MARK IS 92 FT. NORTHWEST OF A POWER LINE POLE, 84.6
 FC0889'FT. NORTHEAST OF A WITNESS SIGN, 47 FT. NORTH OF THE CENTER OF A
 FC0889'GRAVELED ROAD, AND 46 FT. WEST OF THE CENTER OF A GRAVELED ROAD.
 FC0889'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS 16 INCHES BELOW
 FC0889'THE SURFACE OF THE GROUND.
 FC0889
 FC0889                          STATION RECOVERY (1967)
 FC0889
 FC0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC0889'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN HORIZONTAL
 FC0889'CONTROL DATA PUBLISHED SEPTEMBER 1961
 FC0889
 FC0889                          STATION RECOVERY (1967)
 FC0889
 FC0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0887 ***********************************************************************
 FC0887  DESIGNATION -  DAY AZ MK
 FC0887  PID         -  FC0887
 FC0887  STATE/COUNTY-  TN/CUMBERLAND
 FC0887  USGS QUAD   -  OZONE (1989)
 FC0887
 FC0887                         *CURRENT SURVEY CONTROL
 FC0887  ___________________________________________________________________
 FC0887* NAD 83(1986)-  35 53 45.     (N)    084 46 07.     (W)     SCALED    
 FC0887* NAVD 88     -       476.024  (meters)    1561.76   (feet)  ADJUSTED  
 FC0887  ___________________________________________________________________
 FC0887  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC0887  DYNAMIC HT  -         475.572 (meters)    1560.27  (feet)  COMP
 FC0887  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FC0887
 FC0887  VERT ORDER  -  SECOND    CLASS 0
 FC0887
 FC0887.The horizontal coordinates were scaled from a topographic map and have
 FC0887.an estimated accuracy of +/- 6 seconds.
 FC0887
 FC0887.The orthometric height was determined by differential leveling
 FC0887.and adjusted by the National Geodetic Survey in June 1991..
 FC0887
 FC0887.The geoid height was determined by GEOID03.
 FC0887
 FC0887.The dynamic height is computed by dividing the NAVD 88
 FC0887.geopotential number by the normal gravity value computed on the
 FC0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0887.degrees latitude (g = 980.6199 gals.).
 FC0887
 FC0887.The modeled gravity was interpolated from observed gravity values.
 FC0887
 FC0887;                    North         East    Units  Estimated Accuracy
 FC0887;SPC TN       -   174,060.      711,160.      MT  (+/- 180 meters Scaled)
 FC0887
 FC0887                          SUPERSEDED SURVEY CONTROL
 FC0887
 FC0887  NGVD 29 (??/??/92)  476.111  (m)         1562.04   (f) ADJ UNCH    2 0
 FC0887
 FC0887.Superseded values are not recommended for survey control.
 FC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0887.See file dsdata.txt to determine how the superseded data were derived.
 FC0887
 FC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013746(NAD 83)
 FC0887_MARKER: DZ = AZIMUTH MARK DISK
 FC0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0887_STAMPING: DAY 1960
 FC0887_MARK LOGO: CGS   
 FC0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0887+STABILITY: SURFACE MOTION
 FC0887
 FC0887  HISTORY     - Date     Condition        Report By
 FC0887  HISTORY     - 1960     MONUMENTED       CGS
 FC0887  HISTORY     - 1967     GOOD             NGS
 FC0887
 FC0887                          STATION DESCRIPTION
 FC0887
 FC0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0887'0.1 MI NE FROM DAYSVILLE.
 FC0887'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.1 MILE
 FC0887'NORTHEAST ON A GRAVELED ROAD.  THE AZIMUTH MARK IS 18 FT. NORTHWEST
 FC0887'OF THE CENTER OF THE GRAVELED ROAD, 2 FT. NORTH OF A POWER LINE
 FC0887'POLE, AND 1.9 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 FC0887'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FC0887
 FC0887                          STATION RECOVERY (1967)
 FC0887
 FC0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0888 ***********************************************************************
 FC0888  DESIGNATION -  DAY RM 1
 FC0888  PID         -  FC0888
 FC0888  STATE/COUNTY-  TN/CUMBERLAND
 FC0888  USGS QUAD   -  OZONE (1989)
 FC0888
 FC0888                         *CURRENT SURVEY CONTROL
 FC0888  ___________________________________________________________________
 FC0888* NAD 83(1986)-  35 53 48.     (N)    084 45 56.     (W)     SCALED    
 FC0888* NAVD 88     -       485.206  (meters)    1591.88   (feet)  ADJUSTED  
 FC0888  ___________________________________________________________________
 FC0888  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC0888  DYNAMIC HT  -         484.747 (meters)    1590.37  (feet)  COMP
 FC0888  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0888
 FC0888  VERT ORDER  -  SECOND    CLASS 0
 FC0888
 FC0888.The horizontal coordinates were scaled from a topographic map and have
 FC0888.an estimated accuracy of +/- 6 seconds.
 FC0888
 FC0888.The orthometric height was determined by differential leveling
 FC0888.and adjusted by the National Geodetic Survey in June 1991..
 FC0888
 FC0888.The geoid height was determined by GEOID03.
 FC0888
 FC0888.The dynamic height is computed by dividing the NAVD 88
 FC0888.geopotential number by the normal gravity value computed on the
 FC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0888.degrees latitude (g = 980.6199 gals.).
 FC0888
 FC0888.The modeled gravity was interpolated from observed gravity values.
 FC0888
 FC0888;                    North         East    Units  Estimated Accuracy
 FC0888;SPC TN       -   174,150.      711,440.      MT  (+/- 180 meters Scaled)
 FC0888
 FC0888                          SUPERSEDED SURVEY CONTROL
 FC0888
 FC0888  NGVD 29 (??/??/92)  485.295  (m)         1592.17   (f) ADJ UNCH    2 0
 FC0888
 FC0888.Superseded values are not recommended for survey control.
 FC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0888.See file dsdata.txt to determine how the superseded data were derived.
 FC0888
 FC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE016747(NAD 83)
 FC0888_MARKER: DR = REFERENCE MARK DISK
 FC0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0888_STAMPING: DAY NO 1 1960
 FC0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0888+STABILITY: SURFACE MOTION
 FC0888
 FC0888  HISTORY     - Date     Condition        Report By
 FC0888  HISTORY     - 1960     MONUMENTED       CGS
 FC0888  HISTORY     - 1967     GOOD             NGS
 FC0888
 FC0888                          STATION DESCRIPTION
 FC0888
 FC0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0888'0.3 MI NE FROM DAYSVILLE.
 FC0888'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.3 MILE
 FC0888'NORTHEAST ON A GRAVELED ROAD TO A CROSSROAD.  THE REFERENCE MARK
 FC0888'IS 84.5 FT. SOUTHWEST OF THE STATION MARK, 21 FT. SOUTH OF THE
 FC0888'CENTER OF A GRAVELED ROAD 1.6 FT. SOUTHEAST OF A WITNESS SIGN,
 FC0888'AND 1 FT. EAST OF A FENCE CORNER POST.  THE DISK IS SET IN TOP OF
 FC0888'A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 3 FT.
 FC0888'ABOVE THE LEVEL OF THE GRAVELED ROAD.
 FC0888
 FC0888                          STATION RECOVERY (1967)
 FC0888
 FC0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1060 ***********************************************************************
 FC1060  DESIGNATION -  DAYTON
 FC1060  PID         -  FC1060
 FC1060  STATE/COUNTY-  TN/RHEA
 FC1060  USGS QUAD   -  GRAYSVILLE (1990)
 FC1060
 FC1060                         *CURRENT SURVEY CONTROL
 FC1060  ___________________________________________________________________
 FC1060* NAD 83(1986)-  35 29 42.     (N)    085 00 46.     (W)     SCALED    
 FC1060* NAVD 88     -       214.163  (meters)     702.63   (feet)  ADJUSTED  
 FC1060  ___________________________________________________________________
 FC1060  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1060  DYNAMIC HT  -         213.958 (meters)     701.96  (feet)  COMP
 FC1060  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FC1060
 FC1060  VERT ORDER  -  FIRST     CLASS II
 FC1060
 FC1060.The horizontal coordinates were scaled from a topographic map and have
 FC1060.an estimated accuracy of +/- 6 seconds.
 FC1060
 FC1060.The orthometric height was determined by differential leveling
 FC1060.and adjusted by the National Geodetic Survey in June 1991..
 FC1060
 FC1060.The geoid height was determined by GEOID03.
 FC1060
 FC1060.The dynamic height is computed by dividing the NAVD 88
 FC1060.geopotential number by the normal gravity value computed on the
 FC1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1060.degrees latitude (g = 980.6199 gals.).
 FC1060
 FC1060.The modeled gravity was interpolated from observed gravity values.
 FC1060
 FC1060;                    North         East    Units  Estimated Accuracy
 FC1060;SPC TN       -   129,340.      689,570.      MT  (+/- 180 meters Scaled)
 FC1060
 FC1060                          SUPERSEDED SURVEY CONTROL
 FC1060
 FC1060  NGVD 29 (??/??/92)  214.240  (m)          702.89   (f) ADJ UNCH    1 2
 FC1060
 FC1060.Superseded values are not recommended for survey control.
 FC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1060.See file dsdata.txt to determine how the superseded data were derived.
 FC1060
 FC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE802297(NAD 83)
 FC1060_MARKER: DS = TRIANGULATION STATION DISK
 FC1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1060_SP_SET: BUILDING
 FC1060_STAMPING: DAYTON 1933
 FC1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1060
 FC1060  HISTORY     - Date     Condition        Report By
 FC1060  HISTORY     - 1933     MONUMENTED       CGS
 FC1060  HISTORY     - 1950     GOOD             NGS
 FC1060
 FC1060                          STATION DESCRIPTION
 FC1060
 FC1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1060'AT DAYTON.
 FC1060'AT DAYTON, AT THE SOUTHEAST ENTRANCE TO THE COURT HOUSE, 1 FOOT
 FC1060'SOUTHEAST OF THE SOUTHEAST FACE OF THE FRONT PORCH OF COURT
 FC1060'HOUSE, IN THE TOP OF A STONE RETAINING WALL AT THE SOUTHWEST
 FC1060'SIDE OF THE STONE STEPS TO BASEMENT, 29 FEET NORTHEAST OF THE
 FC1060'SOUTH CORNER OF THE COURT HOUSE, 3 FEET SOUTH OF THE CENTER
 FC1060'OF THE BASEMENT ENTRANCE AND ABOUT 0.4 FOOT ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1837 ***********************************************************************
 FC1837  DESIGNATION -  DAYTON
 FC1837  PID         -  FC1837
 FC1837  STATE/COUNTY-  TN/RHEA
 FC1837  USGS QUAD   -  GRAYSVILLE (1990)
 FC1837
 FC1837                         *CURRENT SURVEY CONTROL
 FC1837  ___________________________________________________________________
 FC1837* NAD 83(1995)-  35 29 30.90202(N)    085 02 58.86641(W)     ADJUSTED  
 FC1837* NAVD 88     -       214.18   (+/-2cm)     702.7    (feet)  VERTCON   
 FC1837  ___________________________________________________________________
 FC1837  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FC1837  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1837
 FC1837  HORZ ORDER  -  SECOND
 FC1837  VERT ORDER  -  THIRD ? (See Below)
 FC1837
 FC1837.The horizontal coordinates were established by classical geodetic methods
 FC1837.and adjusted by the National Geodetic Survey in April 1999..
 FC1837
 FC1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1837.The vertical order pertains to the NGVD 29 superseded value.
 FC1837
 FC1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1837
 FC1837.The geoid height was determined by GEOID03.
 FC1837
 FC1837;                    North         East     Units Scale Factor Converg.
 FC1837;SPC TN       -   128,962.771   686,225.852   MT  0.99996613   +0 33 22.9
 FC1837;SPC TN       -   423,105.36  2,251,392.65   sFT  0.99996613   +0 33 22.9
 FC1837;UTM  16      - 3,929,345.546   676,909.049   MT  0.99998569   +1 07 57.4
 FC1837
 FC1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1837!SPC TN       -   0.99997105  x   0.99996613  =   0.99993718
 FC1837!UTM  16      -   0.99997105  x   0.99998569  =   0.99995674
 FC1837
 FC1837|---------------------------------------------------------------------|
 FC1837| PID    Reference Object                     Distance      Geod. Az  |
 FC1837|                                                           dddmmss.s |
 FC1837| CG5220 DAYTON RM 2                          35.357 METERS 00836     |
 FC1837| FC0694 EVANSVILLE                          APPROX.14.5 KM 0503039.7 |
 FC1837| CG5218 DAYTON AZ MK                                       1315030.2 |
 FC1837| CG5219 DAYTON RM 1                          29.688 METERS 24310     |
 FC1837|---------------------------------------------------------------------|
 FC1837
 FC1837                          SUPERSEDED SURVEY CONTROL
 FC1837
 FC1837  NAD 83(1995)-  35 29 30.90415(N)    085 02 58.86952(W) AD(       ) 2
 FC1837  NAD 83(1995)-  35 29 30.90400(N)    085 02 58.87028(W) AD(       ) 2
 FC1837  NAD 83(1995)-  35 29 30.90444(N)    085 02 58.86956(W) AD(       ) 2
 FC1837  NAD 83(1986)-  35 29 30.90775(N)    085 02 58.86840(W) AD(       ) 2
 FC1837  NAD 27      -  35 29 30.65700(N)    085 02 59.02900(W) AD(       ) 2
 FC1837  NGVD 29 (07/19/86)  214.24   (m)          702.9    (f) LEVELING    3  
 FC1837
 FC1837.Superseded values are not recommended for survey control.
 FC1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1837.See file dsdata.txt to determine how the superseded data were derived.
 FC1837
 FC1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7690929346(NAD 83)
 FC1837_MARKER: DS = TRIANGULATION STATION DISK
 FC1837_SETTING: 80 = SET IN A BOULDER
 FC1837_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FC1837
 FC1837  HISTORY     - Date     Condition        Report By
 FC1837  HISTORY     - 1934     MONUMENTED       CGS
 FC1837  HISTORY     - 1949     GOOD             TVA
 FC1837  HISTORY     - 1972     GOOD             NGS
 FC1837
 FC1837                          STATION DESCRIPTION
 FC1837
 FC1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1837'ABOUT 1-1/2 MILES WEST-SOUTHWEST OF DAYTON, ON NORTHEASTERLY ONE OF
 FC1837'THREE KNOBS COMPRISING SUMMIT KNOWN AS LONE MOUNTAIN.  TO
 FC1837'REACH FROM PRINCIPAL CORNER IN DAYTON, FOLLOW U.S. ROUTE 11 SOUTH
 FC1837'0.75 MILE TO SOUTH EDGE OF TOWN, TURN WEST ONTO ROUGH ASPHALT ROAD
 FC1837'AND GO 1.25 MILES, TURN RIGHT (WEST) ONTO DIRT ROAD AND GO UP
 FC1837'MOUNTAIN 1.2 MILES (END OF TRUCK TRAVEL), TURN RIGHT ONTO DIM
 FC1837'ROUGH DIRT ROAD LEADING UP BANK OF CUT AT NORTH EDGE OF CULTIVATED
 FC1837'FIELD AND FOLLOW THIS WINDING ROAD EAST 1/2 MILE TO CROSS RIDGE,
 FC1837'TURN LEFT (NORTH) UP RIDGE AND GO 1/4 MILE TO NORTHEAST CORNER OF
 FC1837'CLEARED FIELD, THENCE UP SIDE OF RIDGE 100 YARDS TO BACKBONE OF
 FC1837'RIDGE, TURN RIGHT ALONG SUMMIT AND GO 0.3 MILE TO STATION SITE
 FC1837'NEAR SOUTHWEST END OF LONG NARROW SUMMIT, ABOUT 100 YARDS SOUTHWEST
 FC1837'OF NORTHEAST END OF SUMMIT, IN ABOUT LONGITUDINAL CENTER OF RIDGE
 FC1837'TOP, 20.3 FEET WEST-SOUTHWEST OF 34-INCH TRIANGLE-BLAZED OAK TREE,
 FC1837'AND 16.7 FEET NORTH-NORTHWEST OF 28-INCH WHITE OAK STUMP.
 FC1837'SURFACE MARK IS STANDARD STATION DISK IN BOULDER. UNDERGROUND
 FC1837'MARK IS STANDARD STATION DISK IN CONCRETE. REFERENCE
 FC1837'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK,
 FC1837'NO. 1 IS IN ROCK OUTCROP, DOWN SOUTHWEST SLOPE OF HILL, 26 FEET
 FC1837'NORTHEAST OF TWIN HICKORY TREE, AND 97.40 FEET FROM STATION
 FC1837'S 63 DEG 10 MIN W. NO. 2 IS IN FLAT ROCK OUTCROP AND 116.00 FEET
 FC1837'FROM STATION, N 08 DEG 36 MIN E. AZIMUTH MARK IS IN LARGE
 FC1837'FLAT ROCK OUTCROP, DOWN EAST SLOPE, 15 YARDS NORTHWEST OF HOLLOW
 FC1837'TREE, AND 150 YARDS FROM STATION, S 48 DEG 09 MIN E.
 FC1837
 FC1837                          STATION RECOVERY (1949)
 FC1837
 FC1837'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1837'STATION WAS RECOVERED IN GOOD CONDITION. THE DISK IS STAMPED DAYTON
 FC1837'1934.
 FC1837'
 FC1837'A POST IS SET 3.0 FEET DUE N OF THE MONUMENT.
 FC1837
 FC1837                          STATION RECOVERY (1972)
 FC1837
 FC1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1837'GOOD
 FC1837'
 FC1837'DAYTON 1934
 FC1837'
 FC1837'SET POST 2 FT NORTH OF MONUMENT.  DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1660 ***********************************************************************
 FC1660  DESIGNATION -  DEANERY
 FC1660  PID         -  FC1660
 FC1660  STATE/COUNTY-  TN/KNOX
 FC1660  USGS QUAD   -  BEARDEN (1990)
 FC1660
 FC1660                         *CURRENT SURVEY CONTROL
 FC1660  ___________________________________________________________________
 FC1660* NAD 83(1995)-  35 55 21.29107(N)    084 02 01.14486(W)     ADJUSTED  
 FC1660* NAVD 88     -       323.6    (meters)    1062.     (feet)  VERTCON   
 FC1660  ___________________________________________________________________
 FC1660  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FC1660  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC1660
 FC1660  HORZ ORDER  -  THIRD
 FC1660
 FC1660.The horizontal coordinates were established by classical geodetic methods
 FC1660.and adjusted by the National Geodetic Survey in April 1999..
 FC1660
 FC1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1660
 FC1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1660
 FC1660.The geoid height was determined by GEOID03.
 FC1660
 FC1660;                    North         East     Units Scale Factor Converg.
 FC1660;SPC TN       -   178,108.234   777,445.486   MT  0.99994959   +1 09 04.2
 FC1660;SPC TN       -   584,343.43  2,550,669.07   sFT  0.99994959   +1 09 04.2
 FC1660;UTM  16      - 3,979,428.561   767,648.583   MT  1.00048280   +1 44 28.9
 FC1660;UTM  17      - 3,979,615.332   226,277.047   MT  1.00052333   -1 46 51.3
 FC1660
 FC1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1660!SPC TN       -   0.99995404  x   0.99994959  =   0.99990363
 FC1660!UTM  16      -   0.99995404  x   1.00048280  =   1.00043681
 FC1660!UTM  17      -   0.99995404  x   1.00052333  =   1.00047734
 FC1660
 FC1660:                Primary Azimuth Mark                     Grid Az
 FC1660:SPC TN       -  STONE                                    004 36 59.3
 FC1660:UTM  16      -  STONE                                    004 01 34.6
 FC1660:UTM  17      -  STONE                                    007 32 54.8
 FC1660
 FC1660|---------------------------------------------------------------------|
 FC1660| PID    Reference Object                     Distance      Geod. Az  |
 FC1660|                                                           dddmmss.s |
 FC1660| FC0244 STONE                               APPROX. 1.0 KM 0054603.5 |
 FC1660| CZ4792 DEANERY AZ MK                                      0071507.7 |
 FC1660| CZ4793 DEANERY RM 1                         14.968 METERS 03105     |
 FC1660| CZ4794 DEANERY RM 2                         21.153 METERS 28829     |
 FC1660|---------------------------------------------------------------------|
 FC1660
 FC1660                          SUPERSEDED SURVEY CONTROL
 FC1660
 FC1660  NAD 83(1995)-  35 55 21.29767(N)    084 02 01.14280(W) AD(       ) 3
 FC1660  NAD 83(1986)-  35 55 21.30384(N)    084 02 01.14116(W) AD(       ) 3
 FC1660  NAD 27      -  35 55 21.01200(N)    084 02 01.46600(W) AD(       ) 3
 FC1660  NGVD 29 (07/19/86)  323.7    (m)         1062.     (f) VERT ANG       
 FC1660
 FC1660.Superseded values are not recommended for survey control.
 FC1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1660.See file dsdata.txt to determine how the superseded data were derived.
 FC1660
 FC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6764979429(NAD 83)
 FC1660_MARKER: DS = TRIANGULATION STATION DISK
 FC1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1660
 FC1660  HISTORY     - Date     Condition        Report By
 FC1660  HISTORY     - 1934     MONUMENTED       CGS
 FC1660  HISTORY     - 1950     SEE DESCRIPTION  CGS
 FC1660  HISTORY     - 1960     GOOD             CGS
 FC1660  HISTORY     - 1979     GOOD             LOCSUR
 FC1660
 FC1660                          STATION DESCRIPTION
 FC1660
 FC1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1660'ABOUT 20 MILES NORTHEAST OF LENOIR CITY, ON PROPERTY OF THE CHAS. M.
 FC1660'ROGERS REAL ESTATE CO. TO REACH FROM JUNCTION OF U.S. ROUTES 11
 FC1660'AND 70, FOLLOW ROUTE 70 EAST ABOUT 12 MILES TO TEN MILE CREEK,
 FC1660'CONTINUE 2.5 MILES PAST CREEK TO GRAVEL ROAD ON RIGHT AT HOME OF
 FC1660'W.M. AND W.C. MORTON, TURN RIGHT ONTO THIS ROAD AND GO 0.4 MILE TO
 FC1660'BRICK GATEWAY MARKED DEANERY, CONTINUE ABOUT 150 FEET TO
 FC1660'T-ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO STATION SITE 33.9 FEET
 FC1660'SOUTH OF 18-INCH TRIANGLE-BLAZED OAK TREE, 22.5 FEET SOUTH OF
 FC1660'CENTER LINE OF ROAD, AND 13.8 FEET SOUTH OF NORTH EDGE OF FIELD.
 FC1660'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FC1660'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FC1660'DISKS IN CONCRETE. NO. 1 IS IN EDGE OF FIELD, 11.6 FEET
 FC1660'NORTH OF CENTER LINE OF ROAD, 3.5 FEET EAST OF 12-INCH OAK TREE,
 FC1660'AND 49.13 FEET FROM STATION. NO. 2 IS IN
 FC1660'EDGE OF FIELD, 14.5 FEET NORTH OF CENTER LINE OF ROAD, 6.0 FEET
 FC1660'EAST-NORTHEAST OF TRIPLE OAK TREE, AND 69.47 FEET FROM STATION
 FC1660'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND
 FC1660'NO. 2 IS ABOUT 94 FEET. AZIMUTH MARK IS ABOUT 0.2 MILE
 FC1660'EAST OF ROAD LEADING TO STATION, 60 FEET SOUTHEAST OF GRAVEL T-ROAD
 FC1660'NORTH, 28 FEET SOUTH OF CENTER LINE OF ROUTE 70, 34 FEET
 FC1660'WEST-NORTHWEST OF TELEPHONE POLE NO. 7400, AND ABOUT 0.5 MILE FROM
 FC1660'STATION N 07 DEG 15 MIN E. BEARING FROM
 FC1660'STATION TO LARGE STANDPIPE, DISTANT 4.0 MILES, N 50 DEG 42 MIN E.
 FC1660'SEC.
 FC1660
 FC1660                          STATION RECOVERY (1950)
 FC1660
 FC1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 FC1660'STATION MARK WAS RECOVERED SLIGHTLY DISTURBED, HAVING BEEN REMOVED
 FC1660'AND REPLACED, THE REFERENCE MARKS ARE IN GOOD CONDITION AS
 FC1660'DESCRIBED, AZIMUTH MARK WAS DESTROYED, AND UNDERGROUND MARK IS IN
 FC1660'GOOD CONDITION AS DESCRIBED. THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 FC1660'CORRECT EXCEPT THAT THE DISTANCE TO TEN MILE CREEK WAS MEASURED TO BE
 FC1660'8.9 MILES INSTEAD OF ABOUT 12 MILES. A NEW UNDERGROUND MARK WAS SET
 FC1660'A LITTLE DEEPER THAN THE ORIGINAL AND A NEW STATION MARK WAS ALSO
 FC1660'SET.
 FC1660'
 FC1660'STATION IS LOCATED ABOUT 7 MILES WSW OF THE UNIVERSITY OF TENNESSEE
 FC1660'AT KNOXVILLE, 0.4 MILE S OF U.S. HIGHWAY 70 WHICH IS ALSO U.S.
 FC1660'HIGHWAY 11, AND 0.1 MILE SW OF THE GATEWAY TO THE DEANERY ESTATE
 FC1660'WHICH IS NOW THE DEANE HILL COUNTRY CLUB.  IT IS ABOUT 100 YARDS W OF
 FC1660'THE COUNTRY CLUB ROAD, ABOUT 75 FEET E OF THE CREST OF A RIDGE, 18
 FC1660'FEET S OF THE CENTER LINE OF A COUNTY ROAD, AND 61 FEET W OF A
 FC1660'CREOSOTED POWER-LINE POLE.
 FC1660'
 FC1660'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, PROJECTING 6
 FC1660'INCHES ABOVE GROUND, AND IS STAMPED DEANERY 1934 1950.
 FC1660'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE AND STAMPED
 FC1660'DEANERY 1934 1950.
 FC1660'
 FC1660'REFERENCE MARK 1 IS 14.969 METERS (49.11 FEET)
 FC1660'FROM THE STATION, 15 FEET N OF THE CENTER LINE OF THE ROAD, AND
 FC1660'4 FEET E OF THE CENTER OF A 14-INCH WALNUT TREE. IT IS A BRONZE
 FC1660'REFERENCE DISK SET IN CONCRETE, PROJECTING 2 INCHES ABOVE
 FC1660'GROUND, AND STAMPED DEANERY NO 1 1934.
 FC1660'
 FC1660'REFERENCE MARK 2 IS 21.155 METERS (69.41 FEET)
 FC1660'FROM THE STATION, ABOUT ON THE CREST OF THE RIDGE, 15 FEET N
 FC1660'OF THE CENTER LINE OF THE ROAD, AND 6 FEET ENE OF THE CENTER OF TWIN
 FC1660'OAKS. IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, PROJECTING 8
 FC1660'INCHES, AND STAMPED DEANERY NO 2 1934.
 FC1660'
 FC1660'TO REACH FROM THE ENTRANCE TO THE MAIN CAMPUS OF THE UNIVERSITY OF
 FC1660'TENNESSEE IN KNOXVILLE, GO W 1.0 MILE ON CUMBERLAND AVENUE AND U.S.
 FC1660'HIGHWAY 11 AND 70 TO THEIR JUNCTION WITH STATE HIGHWAY 73 AND
 FC1660'CONTINUE STRAIGHT AHEAD ON THE U.S.  HIGHWAYS BUT NOW ON
 FC1660'KINGSTON PIKE, THENCE W 5.6 MILES AND TURN LEFT ONTO A SECONDARY
 FC1660'ROAD, THENCE S 0.4 MILE TO THE DEANERY BRICK GATEPOSTS, THENCE S
 FC1660'ABOUT 100 YARDS AND TURN RIGHT, THENCE W ABOUT 100 YARDS TO THE
 FC1660'STATION ON THE LEFT.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70
 FC1660'AND 11 NEAR LENOIR, GO E ON BOTH FOR 8.9 MILES TO CEDAR SPRINGS
 FC1660'CHURCH AND TEN MILE CREEK AND CONTINUE 2.8 MILES E AND TURN RIGHT
 FC1660'ONTO THE SECONDARY ROAD ABOVE.
 FC1660
 FC1660                          STATION RECOVERY (1960)
 FC1660
 FC1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1660'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1660'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK HAS BEEN DESTROYED BY
 FC1660'ROAD CONSTRUCTION AND THE MARK WAS FOUND ABOUT 45 FEET FROM ITS
 FC1660'ORIGINAL LOCATION WITH THE DISK GONE.  REFERENCE MARK NO. 2 HAS THE
 FC1660'ARROW POINTING TOWARD REFERENCE MARK NO. 1 AND IN 1952 MR. O.W.
 FC1660'ANDERTON STATED THAT THE MARK WAS HIT BY A GRADER WHILE WORKING ON
 FC1660'HIS YARD. THE LARGE STANDPIPE OBSERVED IN 1934 IS NOT VISIBLE FROM
 FC1660'THE GROUND NOW. A NEW DESCRIPTION FOLLOWS.
 FC1660'
 FC1660'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF KNOXVILLE
 FC1660'AND ON THE NORTH EDGE OF THE W. S. COWHERD FRONT LAWN.
 FC1660'
 FC1660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S.
 FC1660'HIGHWAY 70 TRUCK ROUTE IN THE WESTERN PART OF KNOXVILLE, GO
 FC1660'WEST ON U.S. HIGHWAY 70 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT AND A
 FC1660'SIGN DEAN HILL COUNTRY CLUB, TURN LEFT, SOUTH, FOR 0.4 MILE TO A
 FC1660'SIDE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON GLEASON ROAD FOR 0.05
 FC1660'MILE TO THE STATION.
 FC1660'
 FC1660'STATION MARK IS 76 FEET WEST OF THE COWHERD DRIVEWAY, 37 FEET EAST OF
 FC1660'A POWER-LINE POLE AND 19 FEET SOUTH OF THE CENTER OF GLEASON ROAD.
 FC1660'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTS 6
 FC1660'INCHES, AND IS STAMPED DEANERY 1934 1950.
 FC1660'
 FC1660'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF GLEASON ROAD.
 FC1660'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTS 6
 FC1660'INCHES, AND IS STAMPED DEANERY NO 1 1934.
 FC1660'
 FC1660'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF GLEASON ROAD,
 FC1660'12 FEET WEST OF THE O.W. ANDERTON MAIL BOX AND ON THE SOUTH EDGE OF
 FC1660'THE ANDERTON FRONT LAWN. THE MARK IS A STANDARD DISK SET IN A
 FC1660'CONCRETE POST, PROJECTS 2 INCHES, AND IS STAMPED DEANERY NO 2 1934.
 FC1660'
 FC1660'TRAVERSE STATION STONE WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1660'DESCRIPTION THEREOF.
 FC1660'
 FC1660'OBSERVATIONS WERE MADE FROM A 8 FOOT STAND.
 FC1660
 FC1660                          STATION RECOVERY (1979)
 FC1660
 FC1660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JMS)
 FC1660'CONDITION OF POINT WHEN FOUND, GOOD SHAPE, AS WERE THE TWO REFERENCE
 FC1660'MARKS ACROSS THE STREET.
 FC1660'
 FC1660'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DEANERY.
 FC1660'
 FC1660'DEANERY AND REFERENCE MONUMENTS WILL PROBABLY BE DESTROYED IF GLEASON
 FC1660'DRIVE IS WIDENED.
 FC1660'
 FC1660'REPORT BY TVA (FEB 1977) AGREES HOWEVER AZ MK NOT FOUND, AREA NOW
 FC1660'PAVED.
 FC1660'
 FC1660'DISTANCE AND DIRECTION FROM NEAREST TOWN T. V. A. QUAD 138, N. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1119 ***********************************************************************
 GD1119  DESIGNATION -  DEER
 GD1119  PID         -  GD1119
 GD1119  STATE/COUNTY-  TN/DYER
 GD1119  USGS QUAD   -  DYERSBURG (1983)
 GD1119
 GD1119                         *CURRENT SURVEY CONTROL
 GD1119  ___________________________________________________________________
 GD1119* NAD 83(1995)-  36 00 12.05615(N)    089 24 24.23172(W)     ADJUSTED  
 GD1119* NAVD 88     -       102.787  (meters)     337.23   (feet)  ADJUSTED  
 GD1119  ___________________________________________________________________
 GD1119  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1119  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1119  DYNAMIC HT  -         102.700 (meters)     336.94  (feet)  COMP
 GD1119  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GD1119
 GD1119  HORZ ORDER  -  THIRD
 GD1119  VERT ORDER  -  FIRST     CLASS I
 GD1119
 GD1119.This mark is at Dyersburg Airport (DYR)
 GD1119
 GD1119.The horizontal coordinates were established by classical geodetic methods
 GD1119.and adjusted by the National Geodetic Survey in April 1999..
 GD1119
 GD1119.The orthometric height was determined by differential leveling
 GD1119.and adjusted by the National Geodetic Survey in June 1991..
 GD1119
 GD1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1119
 GD1119.The geoid height was determined by GEOID03.
 GD1119
 GD1119.The dynamic height is computed by dividing the NAVD 88
 GD1119.geopotential number by the normal gravity value computed on the
 GD1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1119.degrees latitude (g = 980.6199 gals.).
 GD1119
 GD1119.The modeled gravity was interpolated from observed gravity values.
 GD1119
 GD1119;                    North         East     Units Scale Factor Converg.
 GD1119;SPC TN       -   190,632.100   292,926.089   MT  0.99995275   -1 59 40.0
 GD1119;SPC TN       -   625,432.15    961,041.68   sFT  0.99995275   -1 59 40.0
 GD1119;UTM  16      - 3,986,998.970   283,076.348   MT  1.00017985   -1 24 55.1
 GD1119
 GD1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1119!SPC TN       -   0.99998829  x   0.99995275  =   0.99994104
 GD1119!UTM  16      -   0.99998829  x   1.00017985  =   1.00016814
 GD1119
 GD1119|---------------------------------------------------------------------|
 GD1119| PID    Reference Object                     Distance      Geod. Az  |
 GD1119|                                                           dddmmss.s |
 GD1119| FE0601 DEER RM 1                            10.417 METERS 06005     |
 GD1119| FE2456 AIRPORT BCN DYERSBURG MUN APT       APPROX. 0.7 KM 1320420.2 |
 GD1119| FE0600 DEER RM 2                           APPROX.58.1 KM 1345403.3 |
 GD1119| FE0901 DEER AZ MK                                         1573315.4 |
 GD1119|---------------------------------------------------------------------|
 GD1119
 GD1119                          SUPERSEDED SURVEY CONTROL
 GD1119
 GD1119  NAD 83(1995)-  36 00 12.05965(N)    089 24 24.23230(W) AD(       ) 3
 GD1119  NAD 83(1995)-  36 00 12.05938(N)    089 24 24.23211(W) AD(       ) 3
 GD1119  NAD 83(1986)-  36 00 12.06732(N)    089 24 24.23172(W) AD(       ) 3
 GD1119  NAD 27      -  36 00 11.80530(N)    089 24 23.96740(W) AD(       ) 3
 GD1119  NGVD 29 (??/??/??)  102.720  (m)          337.01   (f) ADJUSTED    1 1
 GD1119
 GD1119.Superseded values are not recommended for survey control.
 GD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1119.See file dsdata.txt to determine how the superseded data were derived.
 GD1119
 GD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8307686999(NAD 83)
 GD1119_MARKER: DS = TRIANGULATION STATION DISK
 GD1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1119_SP_SET: SQUARE CONCRETE MONUMENT
 GD1119_STAMPING: DEER 1959
 GD1119_MARK LOGO: CGS   
 GD1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1119+STABILITY: SURFACE MOTION
 GD1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1119+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1987
 GD1119
 GD1119  HISTORY     - Date     Condition        Report By
 GD1119  HISTORY     - 1959     MONUMENTED       CGS
 GD1119  HISTORY     - 1967     GOOD             CGS
 GD1119  HISTORY     - 1974     GOOD             NGS
 GD1119  HISTORY     - 19870715 GOOD             LOCENG
 GD1119  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD1119
 GD1119                          STATION DESCRIPTION
 GD1119
 GD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1119'THE STATION IS ABOUT 2 MILES SOUTHWEST OF DYERSBURG AND ON THE
 GD1119'DYERSBURG MUNICIPAL AIRPORT.  IT IS 754 FEET SOUTH OF THE NORTHWEST
 GD1119'CORNER OF THE NORTH-SOUTH RUNWAY AND 25 FEET WEST OF THE WEST EDGE
 GD1119'OF THE SAME RUNWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1119'DEER 1959.
 GD1119'
 GD1119'REFERENCE MARK 1 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 GD1119'WEST EDGE OF THE NORTH-SOUTH RUNWAY.  THE DISK IS STAMPED DEER NO 1
 GD1119'1959.
 GD1119'
 GD1119'REFERENCE MARK 2 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 GD1119'WEST EDGE OF THE NORTH-SOUTH RUNWAY.  THE DISK IS STAMPED DEER NO 2
 GD1119'1959.
 GD1119'
 GD1119'THE AZIMUTH MARK IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 GD1119'SIDEWALK ON THE NORTHWEST SIDE OF THE AIRPORT PASSENGER TERMINAL.
 GD1119'IT IS 2 FEET NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING, 5 FEET
 GD1119'SOUTHEAST OF THE NORTHWEST EDGE OF THE SIDEWALK AND 8 FEET NORTH
 GD1119'OF THE SOUTH CORNER OF THE BUILDING.  THE DISK IS STAMPED DEER
 GD1119'1959.
 GD1119'
 GD1119'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1119
 GD1119                          STATION RECOVERY (1967)
 GD1119
 GD1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1119'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 GD1119'CONDITION OF ALL MARKS GOOD.
 GD1119'
 GD1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GD1119'SOUTHWEST OF DYERSBURG.
 GD1119
 GD1119                          STATION RECOVERY (1974)
 GD1119
 GD1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1119'3 MI S FROM DYERSBURG.
 GD1119'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE AT
 GD1119'DYERSBURG, 0.3 MILE WEST TO DYERSBURG AIRPORT, 0.45 MILE NORTHWEST
 GD1119'OF THE AIRPORT PASSENGER TERMINAL, ABOUT 0.3 MILE NORTH-NORTHWEST
 GD1119'OF THE INTERSECTION OF RUNWAY 22 AND 16, ABOUT 0.15 MILE
 GD1119'SOUTH-SOUTHEAST OF THE NORTHWEST END OF RUNWAY 16 (NORTH-SOUTH
 GD1119'RUNWAY), AT THE DYERSBURG MUNICIPAL AIRPORT, 34.3 FEET NORTHWEST
 GD1119'OF RM 2, 31.6 FEET SOUTHWEST OF RM 1, 24 FEET WEST OF THE WEST
 GD1119'EDGE OF RUNWAY 16, ABOUT LEVEL WITH THE RUNWAY AND IN THE TOP OF A
 GD1119'CONCRETE POST FLUSH WITH THE GROUND.
 GD1119
 GD1119                          STATION RECOVERY (1987)
 GD1119
 GD1119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD1119'RECOVERED IN GOOD CONDITION.
 GD1119
 GD1119                          STATION RECOVERY (2002)
 GD1119
 GD1119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1119'DIRT WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0599 ***********************************************************************
 FE0599  DESIGNATION -  DEER
 FE0599  PID         -  FE0599
 FE0599  STATE/COUNTY-  TN/MADISON
 FE0599  USGS QUAD   -  ADAIR (1979)
 FE0599
 FE0599                         *CURRENT SURVEY CONTROL
 FE0599  ___________________________________________________________________
 FE0599* NAD 83(1995)-  35 37 57.72942(N)    088 57 07.24037(W)     ADJUSTED  
 FE0599* NAVD 88     -       117.279  (meters)     384.77   (feet)  ADJUSTED  
 FE0599  ___________________________________________________________________
 FE0599  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FE0599  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0599  DYNAMIC HT  -         117.174 (meters)     384.43  (feet)  COMP
 FE0599  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FE0599
 FE0599  HORZ ORDER  -  SECOND
 FE0599  VERT ORDER  -  SECOND    CLASS 0
 FE0599
 FE0599.The horizontal coordinates were established by classical geodetic methods
 FE0599.and adjusted by the National Geodetic Survey in April 1999..
 FE0599
 FE0599.The orthometric height was determined by differential leveling
 FE0599.and adjusted by the National Geodetic Survey in June 1991..
 FE0599
 FE0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0599
 FE0599.The geoid height was determined by GEOID03.
 FE0599
 FE0599.The dynamic height is computed by dividing the NAVD 88
 FE0599.geopotential number by the normal gravity value computed on the
 FE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0599.degrees latitude (g = 980.6199 gals.).
 FE0599
 FE0599.The modeled gravity was interpolated from observed gravity values.
 FE0599
 FE0599;                    North         East     Units Scale Factor Converg.
 FE0599;SPC TN       -   148,195.999   332,659.746   MT  0.99995454   -1 43 41.6
 FE0599;SPC TN       -   486,206.37  1,091,401.18   sFT  0.99995454   -1 43 41.6
 FE0599;UTM  16      - 3,944,965.566   323,246.619   MT  0.99998500   -1 08 15.0
 FE0599
 FE0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0599!SPC TN       -   0.99998601  x   0.99995454  =   0.99994055
 FE0599!UTM  16      -   0.99998601  x   0.99998500  =   0.99997101
 FE0599
 FE0599|---------------------------------------------------------------------|
 FE0599| PID    Reference Object                     Distance      Geod. Az  |
 FE0599|                                                           dddmmss.s |
 FE0599| FE0601 DEER RM 1                            17.709 METERS 01935     |
 FE0599| FE0596 CUB                                 APPROX. 3.0 KM 2485552.6 |
 FE0599| FE0600 DEER RM 2                            13.388 METERS 25143     |
 FE0599|---------------------------------------------------------------------|
 FE0599
 FE0599                          SUPERSEDED SURVEY CONTROL
 FE0599
 FE0599  NAD 83(1995)-  35 37 57.73434(N)    088 57 07.24432(W) AD(       ) 2
 FE0599  NAD 83(1986)-  35 37 57.74090(N)    088 57 07.24119(W) AD(       ) 2
 FE0599  NAD 27      -  35 37 57.47510(N)    088 57 07.01450(W) AD(       ) 2
 FE0599  NGVD 29 (??/??/??)  117.307  (m)          384.86   (f) ADJUSTED    2 0
 FE0599
 FE0599.Superseded values are not recommended for survey control.
 FE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0599.See file dsdata.txt to determine how the superseded data were derived.
 FE0599
 FE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2324744966(NAD 83)
 FE0599_MARKER: DE = TRAVERSE STATION DISK
 FE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0599_STAMPING: DEER 1959
 FE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0599+STABILITY: SURFACE MOTION
 FE0599
 FE0599  HISTORY     - Date     Condition        Report By
 FE0599  HISTORY     - 1959     MONUMENTED       CGS
 FE0599  HISTORY     - 1959     GOOD             CGS
 FE0599  HISTORY     - 1965     GOOD             CGS
 FE0599  HISTORY     - 1974     GOOD             NGS
 FE0599
 FE0599                          STATION DESCRIPTION
 FE0599
 FE0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0599'THE STATION IS LOCATED, AIRLINE, ABOUT 2 MILES NORTHEAST OF
 FE0599'HUNTERSVILLE AND ABOUT 1-1/4 MILES NORTH OF US HIGHWAY 70, ALONG
 FE0599'THE NORTH SIDE OF INTERSTATE HIGHWAY 40.
 FE0599'
 FE0599'THE STATION IS A STANDARD TRAVERSE STATION MARK DISK STAMPED DEER
 FE0599'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0599'FLUSH WITH THE GROUND.  IT IS 44 FEET EAST-NORTHEAST OF A POWERLINE
 FE0599'POLE NO 184, 3.5 FEET SOUTHEAST OF A WITNESS SIGN AND 3 FEET SOUTH
 FE0599'OF THE RIGHT-OF-WAY FENCE.
 FE0599'
 FE0599'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEER NO 1 1959
 FE0599'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0599'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE0599'IT IS 58 FEET NORTH-NORTHEAST OF A WITNESS SIGN AND 40 FEET
 FE0599'NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FE0599'
 FE0599'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEER NO 2 1959
 FE0599'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0599'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE0599'IT IS 3 FEET SOUTH OF A POWERLINE POLE NUMBER 184 AND 2 FEET SOUTH
 FE0599'OF A RIGHT-OF-WAY FENCE.
 FE0599'
 FE0599'STATION CUB CAN BE USED AS THE AZIMUTH MARK.  IT IS ABOUT 2 MILES
 FE0599'WEST-SOUTHWEST OF THE STATION, ALONG THE NORTH SIDE OF INTERSTATE
 FE0599'HIGHWAY 40 AT AN OVERPASS.
 FE0599'
 FE0599'TO REACH THE STATION FROM THE HUNTERSVILLE SCHOOL IN HUNTERSVILLE, GO
 FE0599'EAST ON US HIGHWAY 70 FOR 1.3 MILES, TURN LEFT OFF THE HIGHWAY AND GO
 FE0599'NORTHERLY ON HILLARD LANE FOR 1.3 MILES, TURN LEFT AT THE T-ROAD AND
 FE0599'GO NORTHWESTERLY, CROSSING INTERSTATE HIGHWAY 40 FOR 0.2 MILE.
 FE0599'TURN LEFT ONTO A DIRT SIDE ROAD AND GO SOUTH AND WEST FOR 0.15 MILE
 FE0599'TO A WITNESS SIGN AT THE RIGHT-OF-WAY FENCE AND THE STATION.
 FE0599'
 FE0599'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 FE0599
 FE0599                          STATION RECOVERY (1959)
 FE0599
 FE0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0599'17.3 MI E FROM BROWNSVILLE.
 FE0599'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0599'BROWNSVILLE, THENCE 7.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0599'HIGHWAY 40.  THE MARK IS 44 FEET EAST-NORTHEAST OF A POWERLINE
 FE0599'POLE (NUMBER 184), 35 FEET SOUTHEAST OF A WITNESS SIGN AND 3
 FE0599'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  IT IS A 10 INCH SQUARE
 FE0599'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 FE0599
 FE0599                          STATION RECOVERY (1965)
 FE0599
 FE0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE0599'THE STATION MARK WAS RECOVERED AS DESCRIBED IN TENN. VOL. III, QUAD
 FE0599'350884, STATION 1002, AND WAS FOUND TO BE IN GOOD CONDITION.  THE
 FE0599'REFERENCE MARKS WERE NOT SEARCHED FOR.
 FE0599
 FE0599                          STATION RECOVERY (1974)
 FE0599
 FE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE0599'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 FE0599'GOOD CONDITION AND LEVELED OVER DURING THE 1974 RELEVELING.
 FE0599'
 FE0599'TO REACH GO 2.2 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 FE0599'COURTHOUSE AT DYERSBURG, THENCE 0.3 MILE SOUTHWEST TO THE DYERSBURG
 FE0599'MUNICIPAL AIRPORT.
 FE0599'
 FE0599'THE STATION IS A C AND GS TRIANGULATION STATION, STAMPED DEER 1959.
 FE0599'0.45 MILE SOUTHWEST OF THE AIRPORT PASSENGER TERMINAL, 24 FEET WEST
 FE0599'OF THE WEST EDGE OF A RUNWAY, IN A CONCRETE POST.
 FE0599'
 FE0599'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED DEER NO 1 1959.
 FE0599'31.6 FEET NORTHEAST OF THE STATION, SET FLUSH IN A DRILL HOLE ALONG
 FE0599'THE WEST EDGE OF A NORTH-SOUTH RUNWAY.
 FE0599'
 FE0599'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DEER NO 2 1959.
 FE0599'34.3 FEET SOUTHEAST OF THE STATION, SET FLUSH IN A DRILL HOLE ALONG
 FE0599'THE WEST EDGE OF A NORTH-SOUTH RUNWAY.
 FE0599'
 FE0599'THE AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED DEER 1959.  0.45
 FE0599'MILE SOUTHEAST OF THE STATION, SET IN THE TOP OF THE SIDEWALK ALONG
 FE0599'THE WEST SIDE OF THE AIRPORT PASSENGER TERMINAL, 2.2 FEET WEST OF
 FE0599'THE WEST WALL OF A BUILDING.
 FE0599'
 FE0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FE0599'SOUTH OF DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0796 ***********************************************************************
 FD0796  DESIGNATION -  DEER
 FD0796  PID         -  FD0796
 FD0796  STATE/COUNTY-  TN/LAWRENCE
 FD0796  USGS QUAD   -  DEERFIELD (1976)
 FD0796
 FD0796                         *CURRENT SURVEY CONTROL
 FD0796  ___________________________________________________________________
 FD0796* NAD 83(1995)-  35 18 07.02967(N)    087 27 13.48597(W)     ADJUSTED  
 FD0796* NAVD 88     -       301.179  (meters)     988.12   (feet)  ADJUSTED  
 FD0796  ___________________________________________________________________
 FD0796  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 FD0796  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0796  DYNAMIC HT  -         300.894 (meters)     987.18  (feet)  COMP
 FD0796  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0796
 FD0796  HORZ ORDER  -  SECOND
 FD0796  VERT ORDER  -  SECOND    CLASS 0
 FD0796
 FD0796.The horizontal coordinates were established by classical geodetic methods
 FD0796.and adjusted by the National Geodetic Survey in April 1999..
 FD0796
 FD0796.The orthometric height was determined by differential leveling
 FD0796.and adjusted by the National Geodetic Survey in June 1991..
 FD0796
 FD0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0796
 FD0796.The geoid height was determined by GEOID03.
 FD0796
 FD0796.The dynamic height is computed by dividing the NAVD 88
 FD0796.geopotential number by the normal gravity value computed on the
 FD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0796.degrees latitude (g = 980.6199 gals.).
 FD0796
 FD0796.The modeled gravity was interpolated from observed gravity values.
 FD0796
 FD0796;                    North         East     Units Scale Factor Converg.
 FD0796;SPC TN       -   108,450.428   467,785.558   MT  0.99999124   -0 51 03.9
 FD0796;SPC TN       -   355,807.78  1,534,726.45   sFT  0.99999124   -0 51 03.9
 FD0796;UTM  16      - 3,906,623.702   458,747.451   MT  0.99962097   -0 15 44.0
 FD0796
 FD0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0796!SPC TN       -   0.99995708  x   0.99999124  =   0.99994832
 FD0796!UTM  16      -   0.99995708  x   0.99962097  =   0.99957807
 FD0796
 FD0796:                Primary Azimuth Mark                     Grid Az
 FD0796:SPC TN       -  DEER AZ MK                               093 26 09.3
 FD0796:UTM  16      -  DEER AZ MK                               092 50 49.4
 FD0796
 FD0796|---------------------------------------------------------------------|
 FD0796| PID    Reference Object                     Distance      Geod. Az  |
 FD0796|                                                           dddmmss.s |
 FD0796| CG5224 DEER AZ MK                                         0923505.4 |
 FD0796| FD0797 DEER RM 1                            25.551 METERS 09242     |
 FD0796| FD0803 SOWELL                              APPROX. 4.6 KM 1074458.7 |
 FD0796| FD0795 DEER RM 2                            26.080 METERS 26535     |
 FD0796|---------------------------------------------------------------------|
 FD0796
 FD0796                          SUPERSEDED SURVEY CONTROL
 FD0796
 FD0796  NAD 83(1995)-  35 18 07.03299(N)    087 27 13.48711(W) AD(       ) 2
 FD0796  NAD 83(1995)-  35 18 07.03604(N)    087 27 13.48759(W) AD(       ) 2
 FD0796  NAD 83(1986)-  35 18 07.04079(N)    087 27 13.48626(W) AD(       ) 2
 FD0796  NAD 27      -  35 18 06.75670(N)    087 27 13.41700(W) AD(       ) 2
 FD0796  NGVD 29 (??/??/92)  301.136  (m)          987.98   (f) ADJ UNCH    2 0
 FD0796
 FD0796.Superseded values are not recommended for survey control.
 FD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0796.See file dsdata.txt to determine how the superseded data were derived.
 FD0796
 FD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5874706624(NAD 83)
 FD0796_MARKER: DD = SURVEY DISK
 FD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0796_STAMPING: DEER 1962
 FD0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0796+STABILITY: SURFACE MOTION
 FD0796
 FD0796  HISTORY     - Date     Condition        Report By
 FD0796  HISTORY     - 1962     MONUMENTED       TNHD
 FD0796  HISTORY     - 1962     GOOD             TNHD
 FD0796
 FD0796                          STATION DESCRIPTION
 FD0796
 FD0796'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0796'10 MI W FROM LAWRENCEBURG.
 FD0796'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0796'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 9.1 MILES TO THE
 FD0796'STATION ON THE RIGHT.  THE STATION MARK IS 30 FEET NORTH OF THE
 FD0796'CENTERLINE OF U.S. HIGHWAY 64, 21 FEET EAST OF A FENCE CORNER,
 FD0796'1 FOOT SOUTH OF A WIRE FENCE AND 5.9 FEET EAST OF A WITNESS
 FD0796'POST.  THE STATION MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0796'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0796'FLUSH WITH THE GROUND.
 FD0796
 FD0796                          STATION RECOVERY (1962)
 FD0796
 FD0796'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0796'THE STATION IS LOCATED ABOUT 10 MILES WEST OF LAWRENCEBURG.
 FD0796'
 FD0796'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD0796'HIGHWAY 64 IN LAWRENCEBURG,
 FD0796'GO WESTERLY ON U S HIGHWAY 64 FOR 9.1 MILES TO THE
 FD0796'STATION ON THE RIGHT.
 FD0796'
 FD0796'THE STATION IS 30 FEET NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0796'64, 21 FEET EAST OF A
 FD0796'FENCE CORNER, 5.9 FEET EAST OF A WITNESS POST AND 1
 FD0796'FOOT SOUTH OF A WIRE FENCE.  THE
 FD0796'SURFACE AND UNDERGROUND MARKS ARE
 FD0796'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 FD0796'STAMPED DEER
 FD0796'1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FD0796'THE SURFACE DISK
 FD0796'IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH.
 FD0796'
 FD0796'REFERENCE MARK NO 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD0796'HIGHWAY 64, 21 FEET WEST
 FD0796'OF A CHURCH SIGN AND 4.7 FEET SOUTH OF A FENCE.  IT
 FD0796'IS A STANDARD TENNESSEE HIGHWAY
 FD0796'DEPARTMENT DISK SET IN A 10-INCH
 FD0796'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FD0796'STAMPED DEER RM 1 1962.
 FD0796'
 FD0796'REFERENCE MARK NO 2 IS 23 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD0796'HIGHWAY 64, 9 FEET SOUTH
 FD0796'OF A FENCE AND IS ACROSS THE HIGHWAY FROM THE HOME
 FD0796'OF DON L KENT.  IT IS A STANDARD
 FD0796'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0796'SET IN A 10-/INCH SQUARE CONCRETE MONUMENT, FLUSH,
 FD0796'AND THE DISK IS
 FD0796'STAMPED DEER RM 2 1962.
 FD0796'
 FD0796'THE AZIMUTH MARK IS 57 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVE
 FD0796'WAY, 26 FEET SOUTH OF THE
 FD0796'APPROXIMATE CENTER OF U S HIGHWAY 64, 2 FEET
 FD0796'SOUTHWEST OF A UTILITY POLE AND 1.4
 FD0796'FEET SOUTHWEST OF A WITNESS POST.
 FD0796'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0796'REFERENCE MARK DISK SET
 FD0796'IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FD0796'STAMPED DEER AZI 1962.
 FD0796'IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FD0796'STAMPED DEER AZI 1962.
 FD0796'
 FD0796'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U S HIGHWAY 64
 FD0796'FOR 0.15 MILE TO THE
 FD0796'AZIMUTH MARK ON THE RIGHT.
 FD0796'
 FD0796'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0796'
 FD0796'HEIGHT OF LIGHT ABOVE STATION MARK 30.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0798 ***********************************************************************
 FD0798  DESIGNATION -  DEER AZ MK
 FD0798  PID         -  FD0798
 FD0798  STATE/COUNTY-  TN/LAWRENCE
 FD0798  USGS QUAD   -  DEERFIELD (1976)
 FD0798
 FD0798                         *CURRENT SURVEY CONTROL
 FD0798  ___________________________________________________________________
 FD0798* NAD 83(1986)-  35 18 07.     (N)    087 27 08.     (W)     SCALED    
 FD0798* NAVD 88     -       299.610  (meters)     982.97   (feet)  ADJUSTED  
 FD0798  ___________________________________________________________________
 FD0798  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0798  DYNAMIC HT  -         299.325 (meters)     982.04  (feet)  COMP
 FD0798  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0798
 FD0798  VERT ORDER  -  SECOND    CLASS 0
 FD0798
 FD0798.The horizontal coordinates were scaled from a topographic map and have
 FD0798.an estimated accuracy of +/- 6 seconds.
 FD0798
 FD0798.The orthometric height was determined by differential leveling
 FD0798.and adjusted by the National Geodetic Survey in June 1991..
 FD0798
 FD0798.The geoid height was determined by GEOID03.
 FD0798
 FD0798.The dynamic height is computed by dividing the NAVD 88
 FD0798.geopotential number by the normal gravity value computed on the
 FD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0798.degrees latitude (g = 980.6199 gals.).
 FD0798
 FD0798.The modeled gravity was interpolated from observed gravity values.
 FD0798
 FD0798;                    North         East    Units  Estimated Accuracy
 FD0798;SPC TN       -   108,450.      467,920.      MT  (+/- 180 meters Scaled)
 FD0798
 FD0798                          SUPERSEDED SURVEY CONTROL
 FD0798
 FD0798  NGVD 29 (??/??/92)  299.567  (m)          982.83   (f) ADJ UNCH    2 0
 FD0798
 FD0798.Superseded values are not recommended for survey control.
 FD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0798.See file dsdata.txt to determine how the superseded data were derived.
 FD0798
 FD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE588066(NAD 83)
 FD0798_MARKER: DD = SURVEY DISK
 FD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0798_STAMPING: DEER AZI 1962
 FD0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0798+STABILITY: SURFACE MOTION
 FD0798
 FD0798  HISTORY     - Date     Condition        Report By
 FD0798  HISTORY     - 1962     MONUMENTED       TNHD
 FD0798
 FD0798                          STATION DESCRIPTION
 FD0798
 FD0798'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0798'10 MI W FROM LAWRENCEBURG.
 FD0798'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0798'LAWRENCEBURG, GO 9.0 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0798'MARK IS 57 FEET WEST OF THE CENTER OF A DRIVE WAY, 26 FEET
 FD0798'SOUTH OF THE CENTER OF U.S. HIGHWAY 64, 2 FEET SOUTHWEST OF A
 FD0798'UTILITY POLE AND 1.4 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 FD0798'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 FD0798'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0901 ***********************************************************************
 FE0901  DESIGNATION -  DEER AZ MK
 FE0901  PID         -  FE0901
 FE0901  STATE/COUNTY-  TN/DYER
 FE0901  USGS QUAD   -  FOWLKES (1983)
 FE0901
 FE0901                         *CURRENT SURVEY CONTROL
 FE0901  ___________________________________________________________________
 FE0901* NAD 83(1986)-  35 59 57.     (N)    089 24 07.     (W)     SCALED    
 FE0901* NAVD 88     -       101.850  (meters)     334.15   (feet)  ADJUSTED  
 FE0901  ___________________________________________________________________
 FE0901  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0901  DYNAMIC HT  -         101.764 (meters)     333.87  (feet)  COMP
 FE0901  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 FE0901
 FE0901  VERT ORDER  -  FIRST     CLASS I
 FE0901
 FE0901.This mark is at Dyersburg Airport (DYR)
 FE0901
 FE0901.The horizontal coordinates were scaled from a topographic map and have
 FE0901.an estimated accuracy of +/- 6 seconds.
 FE0901
 FE0901.The orthometric height was determined by differential leveling
 FE0901.and adjusted by the National Geodetic Survey in June 1991..
 FE0901
 FE0901.The geoid height was determined by GEOID03.
 FE0901
 FE0901.The dynamic height is computed by dividing the NAVD 88
 FE0901.geopotential number by the normal gravity value computed on the
 FE0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0901.degrees latitude (g = 980.6199 gals.).
 FE0901
 FE0901.The modeled gravity was interpolated from observed gravity values.
 FE0901
 FE0901;                    North         East    Units  Estimated Accuracy
 FE0901;SPC TN       -   190,150.      293,340.      MT  (+/- 180 meters Scaled)
 FE0901
 FE0901                          SUPERSEDED SURVEY CONTROL
 FE0901
 FE0901  NGVD 29 (??/??/??)  101.784  (m)          333.94   (f) ADJUSTED    1 1
 FE0901
 FE0901.Superseded values are not recommended for survey control.
 FE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0901.See file dsdata.txt to determine how the superseded data were derived.
 FE0901
 FE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE834865(NAD 83)
 FE0901_MARKER: DZ = AZIMUTH MARK DISK
 FE0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0901_SP_SET: SIDEWALK
 FE0901_STAMPING: DEER 1959
 FE0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0901+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 FE0901
 FE0901  HISTORY     - Date     Condition        Report By
 FE0901  HISTORY     - 1959     MONUMENTED       CGS
 FE0901  HISTORY     - 1974     GOOD             NGS
 FE0901  HISTORY     - 1987     GOOD             LOCSUR
 FE0901  HISTORY     - 20020419 GOOD             USACE
 FE0901
 FE0901                          STATION DESCRIPTION
 FE0901
 FE0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0901'2.5 MI S FROM DYERSBURG.
 FE0901'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 FE0901'AT DYERSBURG, 0.3 MILE WEST THEN SOUTH TO THE DYERSBURG MUNICIPAL
 FE0901'AIRPORT, SET IN THE SIDEWALK ON THE WEST SIDE OF THE AIRPORT
 FE0901'PASSENGER TERMINAL, 8 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 FE0901'BUILDING, 5.8 FEET EAST OF THE WEST END OF THE SIDEWALK, 2.2
 FE0901'FEET WEST OF THE WEST WALL OF THE BUILDING, ABOUT LEVEL WITH THE
 FE0901'SIDEWALK.
 FE0901
 FE0901                          STATION RECOVERY (1987)
 FE0901
 FE0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE0901'RECOVERED IN GOOD CONDITION.
 FE0901
 FE0901                          STATION RECOVERY (2002)
 FE0901
 FE0901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0901'AIRPORT HAS NEW PASSENGER TERMINAL. OLD TERMINAL IS NOW AIRPORT
 FE0901'RESTAURANT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1120 ***********************************************************************
 GD1120  DESIGNATION -  DEER RM 1
 GD1120  PID         -  GD1120
 GD1120  STATE/COUNTY-  TN/DYER
 GD1120  USGS QUAD   -  DYERSBURG (1983)
 GD1120
 GD1120                         *CURRENT SURVEY CONTROL
 GD1120  ___________________________________________________________________
 GD1120* NAD 83(1986)-  36 00 12.     (N)    089 24 23.     (W)     SCALED    
 GD1120* NAVD 88     -       102.734  (meters)     337.05   (feet)  ADJUSTED  
 GD1120  ___________________________________________________________________
 GD1120  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1120  DYNAMIC HT  -         102.648 (meters)     336.77  (feet)  COMP
 GD1120  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GD1120
 GD1120  VERT ORDER  -  FIRST     CLASS I
 GD1120
 GD1120.This mark is at Dyersburg Airport (DYR)
 GD1120
 GD1120.The horizontal coordinates were scaled from a topographic map and have
 GD1120.an estimated accuracy of +/- 6 seconds.
 GD1120
 GD1120.The orthometric height was determined by differential leveling
 GD1120.and adjusted by the National Geodetic Survey in June 1991..
 GD1120
 GD1120.The geoid height was determined by GEOID03.
 GD1120
 GD1120.The dynamic height is computed by dividing the NAVD 88
 GD1120.geopotential number by the normal gravity value computed on the
 GD1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1120.degrees latitude (g = 980.6199 gals.).
 GD1120
 GD1120.The modeled gravity was interpolated from observed gravity values.
 GD1120
 GD1120;                    North         East    Units  Estimated Accuracy
 GD1120;SPC TN       -   190,630.      292,960.      MT  (+/- 180 meters Scaled)
 GD1120
 GD1120                          SUPERSEDED SURVEY CONTROL
 GD1120
 GD1120  NGVD 29 (??/??/??)  102.668  (m)          336.84   (f) ADJUSTED    1 1
 GD1120
 GD1120.Superseded values are not recommended for survey control.
 GD1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1120.See file dsdata.txt to determine how the superseded data were derived.
 GD1120
 GD1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE831869(NAD 83)
 GD1120_MARKER: DR = REFERENCE MARK DISK
 GD1120_SETTING: 0 = UNSPECIFIED SETTING
 GD1120_STAMPING: DEER NO 1 1959
 GD1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1120
 GD1120  HISTORY     - Date     Condition        Report By
 GD1120  HISTORY     - 1959     MONUMENTED       CGS
 GD1120  HISTORY     - 1974     GOOD             NGS
 GD1120  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD1120
 GD1120                          STATION DESCRIPTION
 GD1120
 GD1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1120'3 MI S FROM DYERSBURG.
 GD1120'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD1120'AT DYERSBURG, 0.3 MILE WEST TO DYERSBURG AIRPORT, 0.45 MILE
 GD1120'NORTHWEST OF THE AIRPORT PASSENGER TERMINAL, ABOUT 0.3 MILE
 GD1120'NORTH-NORTHWEST OF THE INTERSECTION OF RUNWAYS 22 AND 16, ABOUT
 GD1120'0.15 MILE SOUTH-SOUTHEAST OF THE NORTHWEST END OF RUNWAY 16
 GD1120'(NORTH-SOUTH RUNWAY), AT THE DYERSBURG MUNICIPAL AIRPORT, 40.5
 GD1120'FEET NORTH OF RM 2, 31.6 FEET NORTHEAST OF DEER, 2.4 FEET EAST
 GD1120'OF THE WEST EDGE OF CONCRETE RUNWAY, ABOUT LEVEL WITH THE RUNWAY.
 GD1120
 GD1120                          STATION RECOVERY (2002)
 GD1120
 GD1120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1120'DIRT WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0601 ***********************************************************************
 FE0601  DESIGNATION -  DEER RM 1
 FE0601  PID         -  FE0601
 FE0601  STATE/COUNTY-  TN/MADISON
 FE0601  USGS QUAD   -  ADAIR (1979)
 FE0601
 FE0601                         *CURRENT SURVEY CONTROL
 FE0601  ___________________________________________________________________
 FE0601* NAD 83(1986)-  35 37 56.     (N)    088 57 07.     (W)     SCALED    
 FE0601* NAVD 88     -       117.594  (meters)     385.81   (feet)  ADJUSTED  
 FE0601  ___________________________________________________________________
 FE0601  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0601  DYNAMIC HT  -         117.490 (meters)     385.47  (feet)  COMP
 FE0601  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0601
 FE0601  VERT ORDER  -  SECOND    CLASS 0
 FE0601
 FE0601.The horizontal coordinates were scaled from a topographic map and have
 FE0601.an estimated accuracy of +/- 6 seconds.
 FE0601
 FE0601.The orthometric height was determined by differential leveling
 FE0601.and adjusted by the National Geodetic Survey in June 1991..
 FE0601
 FE0601.The geoid height was determined by GEOID03.
 FE0601
 FE0601.The dynamic height is computed by dividing the NAVD 88
 FE0601.geopotential number by the normal gravity value computed on the
 FE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0601.degrees latitude (g = 980.6199 gals.).
 FE0601
 FE0601.The modeled gravity was interpolated from observed gravity values.
 FE0601
 FE0601;                    North         East    Units  Estimated Accuracy
 FE0601;SPC TN       -   148,140.      332,660.      MT  (+/- 180 meters Scaled)
 FE0601
 FE0601                          SUPERSEDED SURVEY CONTROL
 FE0601
 FE0601  NGVD 29 (??/??/??)  117.623  (m)          385.90   (f) ADJUSTED    2 0
 FE0601
 FE0601.Superseded values are not recommended for survey control.
 FE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0601.See file dsdata.txt to determine how the superseded data were derived.
 FE0601
 FE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE232449(NAD 83)
 FE0601_MARKER: DR = REFERENCE MARK DISK
 FE0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0601_STAMPING: DEER NO 1 1959
 FE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0601+STABILITY: SURFACE MOTION
 FE0601
 FE0601  HISTORY     - Date     Condition        Report By
 FE0601  HISTORY     - 1959     MONUMENTED       CGS
 FE0601  HISTORY     - 1959     GOOD             CGS
 FE0601
 FE0601                          STATION DESCRIPTION
 FE0601
 FE0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0601'17.3 MI E FROM BROWNSVILLE.
 FE0601'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0601'BROWNSVILLE, THENCE 7.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0601'HIGHWAY 40.  THE MARK IS 17.7 FEET NORTH-NORTHEAST OF STATION DEER
 FE0601'1959, 58 FEET NORTH-NORTHEAST OF A WITNESS SIGN AND 40 FEET
 FE0601'NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A
 FE0601'10 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0797 ***********************************************************************
 FD0797  DESIGNATION -  DEER RM 1
 FD0797  PID         -  FD0797
 FD0797  STATE/COUNTY-  TN/LAWRENCE
 FD0797  USGS QUAD   -  DEERFIELD (1976)
 FD0797
 FD0797                         *CURRENT SURVEY CONTROL
 FD0797  ___________________________________________________________________
 FD0797* NAD 83(1986)-  35 18 06.     (N)    087 27 15.     (W)     SCALED    
 FD0797* NAVD 88     -       300.762  (meters)     986.75   (feet)  ADJUSTED  
 FD0797  ___________________________________________________________________
 FD0797  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0797  DYNAMIC HT  -         300.477 (meters)     985.82  (feet)  COMP
 FD0797  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0797
 FD0797  VERT ORDER  -  SECOND    CLASS 0
 FD0797
 FD0797.The horizontal coordinates were scaled from a topographic map and have
 FD0797.an estimated accuracy of +/- 6 seconds.
 FD0797
 FD0797.The orthometric height was determined by differential leveling
 FD0797.and adjusted by the National Geodetic Survey in June 1991..
 FD0797
 FD0797.The geoid height was determined by GEOID03.
 FD0797
 FD0797.The dynamic height is computed by dividing the NAVD 88
 FD0797.geopotential number by the normal gravity value computed on the
 FD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0797.degrees latitude (g = 980.6199 gals.).
 FD0797
 FD0797.The modeled gravity was interpolated from observed gravity values.
 FD0797
 FD0797;                    North         East    Units  Estimated Accuracy
 FD0797;SPC TN       -   108,420.      467,750.      MT  (+/- 180 meters Scaled)
 FD0797
 FD0797                          SUPERSEDED SURVEY CONTROL
 FD0797
 FD0797  NGVD 29 (??/??/92)  300.720  (m)          986.61   (f) ADJ UNCH    2 0
 FD0797
 FD0797.Superseded values are not recommended for survey control.
 FD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0797.See file dsdata.txt to determine how the superseded data were derived.
 FD0797
 FD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE587065(NAD 83)
 FD0797_MARKER: DD = SURVEY DISK
 FD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0797_STAMPING: DEER RM 1 1962
 FD0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0797+STABILITY: SURFACE MOTION
 FD0797
 FD0797  HISTORY     - Date     Condition        Report By
 FD0797  HISTORY     - 1962     MONUMENTED       TNHD
 FD0797
 FD0797                          STATION DESCRIPTION
 FD0797
 FD0797'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0797'10 MI W FROM LAWRENCEBURG.
 FD0797'THIS MARK IS LOCATED AT THE DEER 1962 STATION SITE, 26 FEET
 FD0797'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 4.7 FEET SOUTH OF
 FD0797'A WIRE FENCE AND 84 FEET EAST OF THE STATION.  THE MARK IS A
 FD0797'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0797'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1121 ***********************************************************************
 GD1121  DESIGNATION -  DEER RM 2
 GD1121  PID         -  GD1121
 GD1121  STATE/COUNTY-  TN/DYER
 GD1121  USGS QUAD   -  DYERSBURG (1983)
 GD1121
 GD1121                         *CURRENT SURVEY CONTROL
 GD1121  ___________________________________________________________________
 GD1121* NAD 83(1986)-  36 00 12.     (N)    089 24 24.     (W)     SCALED    
 GD1121* NAVD 88     -       102.733  (meters)     337.05   (feet)  ADJUSTED  
 GD1121  ___________________________________________________________________
 GD1121  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1121  DYNAMIC HT  -         102.646 (meters)     336.76  (feet)  COMP
 GD1121  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GD1121
 GD1121  VERT ORDER  -  FIRST     CLASS I
 GD1121
 GD1121.This mark is at Dyersburg Airport (DYR)
 GD1121
 GD1121.The horizontal coordinates were scaled from a topographic map and have
 GD1121.an estimated accuracy of +/- 6 seconds.
 GD1121
 GD1121.The orthometric height was determined by differential leveling
 GD1121.and adjusted by the National Geodetic Survey in June 1991..
 GD1121
 GD1121.The geoid height was determined by GEOID03.
 GD1121
 GD1121.The dynamic height is computed by dividing the NAVD 88
 GD1121.geopotential number by the normal gravity value computed on the
 GD1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1121.degrees latitude (g = 980.6199 gals.).
 GD1121
 GD1121.The modeled gravity was interpolated from observed gravity values.
 GD1121
 GD1121;                    North         East    Units  Estimated Accuracy
 GD1121;SPC TN       -   190,630.      292,930.      MT  (+/- 180 meters Scaled)
 GD1121
 GD1121                          SUPERSEDED SURVEY CONTROL
 GD1121
 GD1121  NGVD 29 (??/??/??)  102.666  (m)          336.83   (f) ADJUSTED    1 1
 GD1121
 GD1121.Superseded values are not recommended for survey control.
 GD1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1121.See file dsdata.txt to determine how the superseded data were derived.
 GD1121
 GD1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE830869(NAD 83)
 GD1121_MARKER: DR = REFERENCE MARK DISK
 GD1121_SETTING: 0 = UNSPECIFIED SETTING
 GD1121_STAMPING: DEER NO 2 1959
 GD1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1121
 GD1121  HISTORY     - Date     Condition        Report By
 GD1121  HISTORY     - 1959     MONUMENTED       CGS
 GD1121  HISTORY     - 1974     GOOD             NGS
 GD1121  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD1121
 GD1121                          STATION DESCRIPTION
 GD1121
 GD1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1121'3 MI S FROM DYERSBURG.
 GD1121'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD1121'AT DYERSBURG, 0.3 MILE WEST TO DYERSBURG AIRPORT, THENCE 0.45
 GD1121'MILE NORTHWEST OF THE AIRPORT PASSENGER TERMINAL, ABOUT 0.3 MILE
 GD1121'NORTH-NORTHWEST OF THE INTERSECTION OF RUNWAYS 22 AND 16, ABOUT
 GD1121'0.15 MILE SOUTH-SOUTHEAST OF THE NORTHWEST END OF RUNWAY 16
 GD1121'(NORTH-SOUTH RUNWAY), AT THE DYERSBURG MUNICIPAL AIRPORT, 40.5 FEET
 GD1121'SOUTH OF RM 1, 34.3 FEET SOUTHEAST OF DEER, 1.9 FEET EAST OF THE
 GD1121'WEST EDGE OF CONCRETE RUNWAY 16.
 GD1121
 GD1121                          STATION RECOVERY (2002)
 GD1121
 GD1121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1121'DIRT WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0600 ***********************************************************************
 FE0600  CBN         -  This is a Cooperative Base Network Control Station.
 FE0600  DESIGNATION -  DEER RM 2
 FE0600  PID         -  FE0600
 FE0600  STATE/COUNTY-  TN/MADISON
 FE0600  USGS QUAD   -  ADAIR (1979)
 FE0600
 FE0600                         *CURRENT SURVEY CONTROL
 FE0600  ___________________________________________________________________
 FE0600* NAD 83(1995)-  35 37 57.59312(N)    088 57 07.74558(W)     ADJUSTED  
 FE0600* NAVD 88     -       117.211  (meters)     384.55   (feet)  ADJUSTED  
 FE0600  ___________________________________________________________________
 FE0600  X           -      94,910.110 (meters)                     COMP
 FE0600  Y           -  -5,189,054.267 (meters)                     COMP
 FE0600  Z           -   3,695,193.138 (meters)                     COMP
 FE0600  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FE0600  ELLIP HEIGHT-          89.03  (meters)          (08/03/04) GPS OBS
 FE0600  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0600  DYNAMIC HT  -         117.106 (meters)     384.21  (feet)  COMP
 FE0600  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0600
 FE0600  HORZ ORDER  -  A
 FE0600  VERT ORDER  -  SECOND    CLASS 0
 FE0600  ELLP ORDER  -  FOURTH    CLASS I
 FE0600
 FE0600.The horizontal coordinates were established by GPS observations
 FE0600.and adjusted by the National Geodetic Survey in August 2004..
 FE0600
 FE0600.The orthometric height was determined by differential leveling
 FE0600.and adjusted by the National Geodetic Survey in June 1991..
 FE0600
 FE0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0600
 FE0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0600
 FE0600.The ellipsoidal height was determined by GPS observations
 FE0600.and is referenced to NAD 83.
 FE0600
 FE0600.The geoid height was determined by GEOID03.
 FE0600
 FE0600.The dynamic height is computed by dividing the NAVD 88
 FE0600.geopotential number by the normal gravity value computed on the
 FE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0600.degrees latitude (g = 980.6199 gals.).
 FE0600
 FE0600.The modeled gravity was interpolated from observed gravity values.
 FE0600
 FE0600;                    North         East     Units Scale Factor Converg.
 FE0600;SPC TN       -   148,192.183   332,646.914   MT  0.99995455   -1 43 41.9
 FE0600;SPC TN       -   486,193.85  1,091,359.08   sFT  0.99995455   -1 43 41.9
 FE0600;UTM  16      - 3,944,961.618   323,233.827   MT  0.99998505   -1 08 15.3
 FE0600
 FE0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0600!SPC TN       -   0.99998603  x   0.99995455  =   0.99994058
 FE0600!UTM  16      -   0.99998603  x   0.99998505  =   0.99997108
 FE0600
 FE0600                          SUPERSEDED SURVEY CONTROL
 FE0600
 FE0600  NAVD 88 (08/03/04)  117.21   (m)          384.5    (f) LEVELING    3  
 FE0600  NGVD 29 (??/??/??)  117.239  (m)          384.64   (f) ADJUSTED    2 0
 FE0600
 FE0600.Superseded values are not recommended for survey control.
 FE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0600.See file dsdata.txt to determine how the superseded data were derived.
 FE0600
 FE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2323444962(NAD 83)
 FE0600_MARKER: DR = REFERENCE MARK DISK
 FE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0600_STAMPING: DEER NO 2 1959
 FE0600_MARK LOGO: NONE  
 FE0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0600+STABILITY: SURFACE MOTION
 FE0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0600+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0600
 FE0600  HISTORY     - Date     Condition        Report By
 FE0600  HISTORY     - 1959     MONUMENTED       CGS
 FE0600  HISTORY     - 1959     GOOD             CGS
 FE0600  HISTORY     - 20020603 GOOD             USACE
 FE0600  HISTORY     - 20031010 GOOD             TNDT
 FE0600
 FE0600                          STATION DESCRIPTION
 FE0600
 FE0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0600'17.3 MI E FROM BROWNSVILLE.
 FE0600'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0600'BROWNSVILLE, THENCE 7.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0600'HIGHWAY 40.  THE MARK IS 44.4 FEET WEST-SOUTHWEST OF STATION
 FE0600'DEER 1959, 3 FEET SOUTH OF A POWERLINE POLE (NUMBER 184), AND 2
 FE0600'FEET SOUTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A 10
 FE0600'INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.
 FE0600
 FE0600                          STATION RECOVERY (2002)
 FE0600
 FE0600'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0600'RECOVERED IN GOOD CONDITION.
 FE0600
 FE0600                          STATION RECOVERY (2003)
 FE0600
 FE0600'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0600'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0795 ***********************************************************************
 FD0795  DESIGNATION -  DEER RM 2
 FD0795  PID         -  FD0795
 FD0795  STATE/COUNTY-  TN/LAWRENCE
 FD0795  USGS QUAD   -  DEERFIELD (1976)
 FD0795
 FD0795                         *CURRENT SURVEY CONTROL
 FD0795  ___________________________________________________________________
 FD0795* NAD 83(1986)-  35 18 06.     (N)    087 27 15.     (W)     SCALED    
 FD0795* NAVD 88     -       301.045  (meters)     987.68   (feet)  ADJUSTED  
 FD0795  ___________________________________________________________________
 FD0795  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0795  DYNAMIC HT  -         300.759 (meters)     986.74  (feet)  COMP
 FD0795  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0795
 FD0795  VERT ORDER  -  SECOND    CLASS 0
 FD0795
 FD0795.The horizontal coordinates were scaled from a topographic map and have
 FD0795.an estimated accuracy of +/- 6 seconds.
 FD0795
 FD0795.The orthometric height was determined by differential leveling
 FD0795.and adjusted by the National Geodetic Survey in June 1991..
 FD0795
 FD0795.The geoid height was determined by GEOID03.
 FD0795
 FD0795.The dynamic height is computed by dividing the NAVD 88
 FD0795.geopotential number by the normal gravity value computed on the
 FD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0795.degrees latitude (g = 980.6199 gals.).
 FD0795
 FD0795.The modeled gravity was interpolated from observed gravity values.
 FD0795
 FD0795;                    North         East    Units  Estimated Accuracy
 FD0795;SPC TN       -   108,420.      467,750.      MT  (+/- 180 meters Scaled)
 FD0795
 FD0795                          SUPERSEDED SURVEY CONTROL
 FD0795
 FD0795  NGVD 29 (??/??/92)  301.002  (m)          987.54   (f) ADJ UNCH    2 0
 FD0795
 FD0795.Superseded values are not recommended for survey control.
 FD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0795.See file dsdata.txt to determine how the superseded data were derived.
 FD0795
 FD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE587065(NAD 83)
 FD0795_MARKER: DD = SURVEY DISK
 FD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0795_STAMPING: DEER RM 2 1962
 FD0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0795+STABILITY: SURFACE MOTION
 FD0795
 FD0795  HISTORY     - Date     Condition        Report By
 FD0795  HISTORY     - 1962     MONUMENTED       TNHD
 FD0795
 FD0795                          STATION DESCRIPTION
 FD0795
 FD0795'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0795'10 MI W FROM LAWRENCEBURG.
 FD0795'THIS MARK IS LOCATED AT THE DEER 1962 STATION SITE, 23 FEET
 FD0795'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 9 FEET SOUTH OF A
 FD0795'FENCE, 85 FEET WEST OF THE STATION, AND IS ACROSS THE HIGHWAY
 FD0795'FROM THE HOME OF DON L. KENT.  THE MARK IS A STANDARD TENNESSEE
 FD0795'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0795'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0342 ***********************************************************************
 GA0342  DESIGNATION -  DEFRIECE
 GA0342  PID         -  GA0342
 GA0342  STATE/COUNTY-  TN/SULLIVAN
 GA0342  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0342
 GA0342                         *CURRENT SURVEY CONTROL
 GA0342  ___________________________________________________________________
 GA0342* NAD 83(1995)-  36 34 20.60386(N)    082 17 26.93352(W)     ADJUSTED  
 GA0342* NAVD 88     -       565.501  (meters)    1855.31   (feet)  ADJUSTED  
 GA0342  ___________________________________________________________________
 GA0342  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GA0342  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0342  DYNAMIC HT  -         564.977 (meters)    1853.60  (feet)  COMP
 GA0342  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA0342
 GA0342  HORZ ORDER  -  SECOND
 GA0342  VERT ORDER  -  SECOND    CLASS 0
 GA0342
 GA0342.The horizontal coordinates were established by classical geodetic methods
 GA0342.and adjusted by the National Geodetic Survey in April 1999..
 GA0342
 GA0342.The orthometric height was determined by differential leveling
 GA0342.and adjusted by the National Geodetic Survey in June 1991..
 GA0342
 GA0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0342
 GA0342.The geoid height was determined by GEOID03.
 GA0342
 GA0342.The dynamic height is computed by dividing the NAVD 88
 GA0342.geopotential number by the normal gravity value computed on the
 GA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0342.degrees latitude (g = 980.6199 gals.).
 GA0342
 GA0342.The modeled gravity was interpolated from observed gravity values.
 GA0342
 GA0342;                    North         East     Units Scale Factor Converg.
 GA0342;SPC TN       -   254,720.100   931,931.306   MT  1.00003133   +2 10 17.4
 GA0342;SPC TN       -   835,694.19  3,057,511.29   sFT  1.00003133   +2 10 17.4
 GA0342;SPC VA S     - 1,033,341.298 3,160,770.425   MT  1.00004094   -2 18 02.7
 GA0342;SPC VA S     - 3,390,220.58 10,369,960.97   sFT  1.00004094   -2 18 02.7
 GA0342;UTM  17      - 4,048,213.161   384,505.572   MT  0.99976434   -0 46 09.1
 GA0342
 GA0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0342!SPC TN       -   0.99991617  x   1.00003133  =   0.99994749
 GA0342!SPC VA S     -   0.99991617  x   1.00004094  =   0.99995710
 GA0342!UTM  17      -   0.99991617  x   0.99976434  =   0.99968053
 GA0342
 GA0342:                Primary Azimuth Mark                     Grid Az
 GA0342:SPC TN       -  DEFRIECE AZ MK                           214 16 39.1
 GA0342:SPC VA S     -  DEFRIECE AZ MK                           218 44 59.2
 GA0342:UTM  17      -  DEFRIECE AZ MK                           217 13 05.6
 GA0342
 GA0342|---------------------------------------------------------------------|
 GA0342| PID    Reference Object                     Distance      Geod. Az  |
 GA0342|                                                           dddmmss.s |
 GA0342| GA0340 DEFRIECE AZ MK                                     2162656.5 |
 GA0342| GA0341 DEFRIECE RM 2                        16.111 METERS 27259     |
 GA0342| GA0343 DEFRIECE RM 1                        12.978 METERS 35352     |
 GA0342|---------------------------------------------------------------------|
 GA0342
 GA0342                          SUPERSEDED SURVEY CONTROL
 GA0342
 GA0342  NAD 83(1995)-  36 34 20.60527(N)    082 17 26.93378(W) AD(       ) 2
 GA0342  NAD 83(1995)-  36 34 20.60804(N)    082 17 26.94170(W) AD(       ) 2
 GA0342  NAD 83(1995)-  36 34 20.61625(N)    082 17 26.93924(W) AD(       ) 2
 GA0342  NAD 83(1986)-  36 34 20.61691(N)    082 17 26.94020(W) AD(       ) 2
 GA0342  NAD 27      -  36 34 20.23008(N)    082 17 27.44993(W) AD(       ) 2
 GA0342  NGVD 29 (??/??/92)  565.639  (m)         1855.77   (f) ADJ UNCH    2 0
 GA0342
 GA0342.Superseded values are not recommended for survey control.
 GA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0342.See file dsdata.txt to determine how the superseded data were derived.
 GA0342
 GA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8450648213(NAD 83)
 GA0342_MARKER: DE = TRAVERSE STATION DISK
 GA0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0342_STAMPING: DEFRIECE 1961
 GA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0342+STABILITY: SURFACE MOTION
 GA0342
 GA0342  HISTORY     - Date     Condition        Report By
 GA0342  HISTORY     - 1961     MONUMENTED       CGS
 GA0342  HISTORY     - 1961     GOOD             CGS
 GA0342  HISTORY     - 1963     GOOD             CGS
 GA0342
 GA0342                          STATION DESCRIPTION
 GA0342
 GA0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0342'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF BRISTOL, AND ABOUT
 GA0342'3 MILES NORTHEAST OF
 GA0342'BLOUNTVILLE, IN FRONT OF OLD BARN, ON PROPERTY OWNED BY
 GA0342'MR.  W.  M.  DEFRIECE.
 GA0342'
 GA0342'THE STATION IS REACHED FROM THE POST OFFICE IN BLOUNTVILLE, GO NORTH
 GA0342'ON BLACKTOP ROAD FOR
 GA0342'2.0 MILES TO A CROSSROADS AND CHURCH, TURN RIGHT ON
 GA0342'GRAVELED ROAD AND GO 0.65 MILE TO A
 GA0342'RIGHT FORK, TAKE THE RIGHT FORK
 GA0342'AND GO 1.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 GA0342'STRAIGHT AHEAD FOR 0.2
 GA0342'MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE
 GA0342'TO A T-ROAD, TURN
 GA0342'LEFT AND GO 0.2 MILE TO AZIMUTH MARK ON THE LEFT,
 GA0342'CONTINUE STRAIGHT AHEAD FOR 0.3
 GA0342'MILE TO SIDE ROAD LEFT, TURN LEFT AND
 GA0342'GO 0.1 MILE TO STATION ON RIGHT IN BARN LOT.
 GA0342'
 GA0342'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DEFRIECE 1961,
 GA0342'SET IN A SQUARE CONCRETE
 GA0342'MONUMENT WHICH IS FLUSH.  IT IS 59.7 FEET WEST OF THE
 GA0342'SOUTHEAST CORNER OF BARN, 50.5
 GA0342'FEET EAST OF A WITNESS POST AND SIGN,
 GA0342'45.6 FEET NORTH OF A EAST WEST FENCE LINE, AND
 GA0342'37.8 FEET EAST OF
 GA0342'CENTER OF FARM LANE, AND 22.3 FEET EAST OF A NORTH SOUTH FENCE
 GA0342'LINE.
 GA0342'
 GA0342'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DEFRIECE NO. 1 1961,
 GA0342'SET IN A SQUARE CONCRETE
 GA0342'MONUMENT WHICH IS FLUSH, 73.9 FEET WEST OF THE
 GA0342'NORTHWEST CORNER OF BARN, 22 FEET
 GA0342'EAST OF A FENCE CORNER, AND 1 FOOT
 GA0342'SOUTH OF A FENCE LINE.
 GA0342'
 GA0342'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DEFRIECE NO. 2 1961,
 GA0342'SET IN A SQUARE CONCRETE
 GA0342'MONUMENT WHICH PROJECTS 5 INCHES, 10.5 FEET SOUTHWEST
 GA0342'OF CENTER OF FARM LANE, 2.7 FEET
 GA0342'NORTHWEST OF WITNESS POST AND SIGN,
 GA0342'AND 1 FOOT EAST OF A FENCE LINE.
 GA0342'
 GA0342'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEFRIECE 1961, SET IN A
 GA0342'SQUARE CONCRETE MONUMENT
 GA0342'WHICH PROJECTS 3 INCHES, 27 FEET NORTHEAST OF
 GA0342'CENTER OF A T-ROAD, 6.6 FEET NORTH
 GA0342'OF A POWER LINE POLE, 1.5 FEET
 GA0342'EAST OF A NORTH SOUTH FENCE LINE, AND 1.4 FEET
 GA0342'NORTHWEST OF A WITNESS
 GA0342'POST AND SIGN.
 GA0342
 GA0342                          STATION RECOVERY (1961)
 GA0342
 GA0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0342'4.3 MI SW FROM BRISTOL.
 GA0342'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0342'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY 11W
 GA0342'TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.2 MILES SOUTHWEST ON A
 GA0342'PAVED ROAD TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO THE
 GA0342'CREST OF A SMALL HILL AND THE STATION.  THE STATION MARK IS 59.7
 GA0342'FT. WEST OF THE SOUTHEAST CORNER OF A BARN, 50.5 FT. EAST OF A
 GA0342'WITNESS SIGN, 45.6 FT. NORTH OF A FENCE, 37.8 FT. EAST OF THE CENTER
 GA0342'OF A FARM LANE, AND 22.3 FT. EAST OF A FENCE.  THE DISK IS SET
 GA0342'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA0342
 GA0342                          STATION RECOVERY (1963)
 GA0342
 GA0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA0342'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GA0342'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0340 ***********************************************************************
 GA0340  DESIGNATION -  DEFRIECE AZ MK
 GA0340  PID         -  GA0340
 GA0340  STATE/COUNTY-  TN/SULLIVAN
 GA0340  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0340
 GA0340                         *CURRENT SURVEY CONTROL
 GA0340  ___________________________________________________________________
 GA0340* NAD 83(1986)-  36 34 08.     (N)    082 17 38.     (W)     SCALED    
 GA0340* NAVD 88     -       552.736  (meters)    1813.43   (feet)  ADJUSTED  
 GA0340  ___________________________________________________________________
 GA0340  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0340  DYNAMIC HT  -         552.224 (meters)    1811.75  (feet)  COMP
 GA0340  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 GA0340
 GA0340  VERT ORDER  -  SECOND    CLASS 0
 GA0340
 GA0340.The horizontal coordinates were scaled from a topographic map and have
 GA0340.an estimated accuracy of +/- 6 seconds.
 GA0340
 GA0340.The orthometric height was determined by differential leveling
 GA0340.and adjusted by the National Geodetic Survey in June 1991..
 GA0340
 GA0340.The geoid height was determined by GEOID03.
 GA0340
 GA0340.The dynamic height is computed by dividing the NAVD 88
 GA0340.geopotential number by the normal gravity value computed on the
 GA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0340.degrees latitude (g = 980.6199 gals.).
 GA0340
 GA0340.The modeled gravity was interpolated from observed gravity values.
 GA0340
 GA0340;                    North         East    Units  Estimated Accuracy
 GA0340;SPC TN       -   254,320.      931,670.      MT  (+/- 180 meters Scaled)
 GA0340
 GA0340                          SUPERSEDED SURVEY CONTROL
 GA0340
 GA0340  NGVD 29 (??/??/92)  552.875  (m)         1813.89   (f) ADJ UNCH    2 0
 GA0340
 GA0340.Superseded values are not recommended for survey control.
 GA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0340.See file dsdata.txt to determine how the superseded data were derived.
 GA0340
 GA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA842478(NAD 83)
 GA0340_MARKER: DZ = AZIMUTH MARK DISK
 GA0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0340_STAMPING: DEFRIECE 1961
 GA0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0340+STABILITY: SURFACE MOTION
 GA0340
 GA0340  HISTORY     - Date     Condition        Report By
 GA0340  HISTORY     - 1961     MONUMENTED       CGS
 GA0340
 GA0340                          STATION DESCRIPTION
 GA0340
 GA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0340'4.5 MI SW FROM BRISTOL.
 GA0340'FROM THE POINT WHERE U.S. HIGHWAY 11W PASSES OVER INTERSTATE
 GA0340'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY
 GA0340'11W TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.5 MILES SOUTHWEST
 GA0340'ON A PAVED ROAD TO THE T JUNCTION OF A ROAD LEADING SOUTH.
 GA0340'THE AZIMUTH MARK IS 27 FT. NORTHEAST OF THE CENTER OF THE
 GA0340'T JUNCTION, 6.6 FT. NORTH OF A POWER LINE POLE, 1.5 FT. EAST
 GA0340'OF A NORTH-SOUTH FENCE, AND 1.4 FT. NORTHWEST OF A WITNESS
 GA0340'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA0340'3 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0343 ***********************************************************************
 GA0343  DESIGNATION -  DEFRIECE RM 1
 GA0343  PID         -  GA0343
 GA0343  STATE/COUNTY-  TN/SULLIVAN
 GA0343  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0343
 GA0343                         *CURRENT SURVEY CONTROL
 GA0343  ___________________________________________________________________
 GA0343* NAD 83(1986)-  36 34 20.     (N)    082 17 26.     (W)     SCALED    
 GA0343* NAVD 88     -       566.436  (meters)    1858.38   (feet)  ADJUSTED  
 GA0343  ___________________________________________________________________
 GA0343  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0343  DYNAMIC HT  -         565.911 (meters)    1856.66  (feet)  COMP
 GA0343  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA0343
 GA0343  VERT ORDER  -  SECOND    CLASS 0
 GA0343
 GA0343.The horizontal coordinates were scaled from a topographic map and have
 GA0343.an estimated accuracy of +/- 6 seconds.
 GA0343
 GA0343.The orthometric height was determined by differential leveling
 GA0343.and adjusted by the National Geodetic Survey in June 1991..
 GA0343
 GA0343.The geoid height was determined by GEOID03.
 GA0343
 GA0343.The dynamic height is computed by dividing the NAVD 88
 GA0343.geopotential number by the normal gravity value computed on the
 GA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0343.degrees latitude (g = 980.6199 gals.).
 GA0343
 GA0343.The modeled gravity was interpolated from observed gravity values.
 GA0343
 GA0343;                    North         East    Units  Estimated Accuracy
 GA0343;SPC TN       -   254,700.      931,960.      MT  (+/- 180 meters Scaled)
 GA0343
 GA0343                          SUPERSEDED SURVEY CONTROL
 GA0343
 GA0343  NGVD 29 (??/??/92)  566.575  (m)         1858.84   (f) ADJ UNCH    2 0
 GA0343
 GA0343.Superseded values are not recommended for survey control.
 GA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0343.See file dsdata.txt to determine how the superseded data were derived.
 GA0343
 GA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA845481(NAD 83)
 GA0343_MARKER: DR = REFERENCE MARK DISK
 GA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0343_STAMPING: DEFRIECE NO 1 1961
 GA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0343+STABILITY: SURFACE MOTION
 GA0343
 GA0343  HISTORY     - Date     Condition        Report By
 GA0343  HISTORY     - 1961     MONUMENTED       CGS
 GA0343
 GA0343                          STATION DESCRIPTION
 GA0343
 GA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0343'4.3 MI SW FROM BRISTOL.
 GA0343'THIS MARK IS LOCATED AT THE DEFRIECE 1961 STATION SITE, 42.6 FT.
 GA0343'NORTH OF THE STATION MARK, 74 FT. WEST OF THE NORTHWEST CORNER
 GA0343'OF BARN, 22 FT. EAST OF A FENCE CORNER, AND 1 FT. SOUTH OF FENCE.
 GA0343'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0341 ***********************************************************************
 GA0341  DESIGNATION -  DEFRIECE RM 2
 GA0341  PID         -  GA0341
 GA0341  STATE/COUNTY-  TN/SULLIVAN
 GA0341  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0341
 GA0341                         *CURRENT SURVEY CONTROL
 GA0341  ___________________________________________________________________
 GA0341* NAD 83(1986)-  36 34 20.     (N)    082 17 26.     (W)     SCALED    
 GA0341* NAVD 88     -       566.413  (meters)    1858.31   (feet)  ADJUSTED  
 GA0341  ___________________________________________________________________
 GA0341  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0341  DYNAMIC HT  -         565.889 (meters)    1856.59  (feet)  COMP
 GA0341  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA0341
 GA0341  VERT ORDER  -  SECOND    CLASS 0
 GA0341
 GA0341.The horizontal coordinates were scaled from a topographic map and have
 GA0341.an estimated accuracy of +/- 6 seconds.
 GA0341
 GA0341.The orthometric height was determined by differential leveling
 GA0341.and adjusted by the National Geodetic Survey in June 1991..
 GA0341
 GA0341.The geoid height was determined by GEOID03.
 GA0341
 GA0341.The dynamic height is computed by dividing the NAVD 88
 GA0341.geopotential number by the normal gravity value computed on the
 GA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0341.degrees latitude (g = 980.6199 gals.).
 GA0341
 GA0341.The modeled gravity was interpolated from observed gravity values.
 GA0341
 GA0341;                    North         East    Units  Estimated Accuracy
 GA0341;SPC TN       -   254,700.      931,960.      MT  (+/- 180 meters Scaled)
 GA0341
 GA0341                          SUPERSEDED SURVEY CONTROL
 GA0341
 GA0341  NGVD 29 (??/??/92)  566.552  (m)         1858.76   (f) ADJ UNCH    2 0
 GA0341
 GA0341.Superseded values are not recommended for survey control.
 GA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0341.See file dsdata.txt to determine how the superseded data were derived.
 GA0341
 GA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA845481(NAD 83)
 GA0341_MARKER: DR = REFERENCE MARK DISK
 GA0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0341_STAMPING: DEFRIECE NO 2 1961
 GA0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0341+STABILITY: SURFACE MOTION
 GA0341
 GA0341  HISTORY     - Date     Condition        Report By
 GA0341  HISTORY     - 1961     MONUMENTED       CGS
 GA0341
 GA0341                          STATION DESCRIPTION
 GA0341
 GA0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0341'4.3 MI SW FROM BRISTOL.
 GA0341'THIS MARK IS LOCATED AT THE DEFRIECE 1961 STATION SITE, 53 FT.
 GA0341'WEST OF THE STATION MARK, 10.5 FT. SOUTHWEST OF THE CENTER OF
 GA0341'FARM LANE, 2.7 FT. NORTHWEST OF A WITNESS SIGN, AND 1 FT. SOUTH
 GA0341'OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA0341'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2344 ***********************************************************************
 GA2344  DESIGNATION -  DELLA
 GA2344  PID         -  GA2344
 GA2344  STATE/COUNTY-  TN/CLAIBORNE
 GA2344  USGS QUAD   -  AUSMUS (1980)
 GA2344
 GA2344                         *CURRENT SURVEY CONTROL
 GA2344  ___________________________________________________________________
 GA2344* NAD 83(1995)-  36 27 35.14609(N)    083 52 03.99162(W)     ADJUSTED  
 GA2344* NAVD 88     -       359.324  (meters)    1178.88   (feet)  ADJUSTED  
 GA2344  ___________________________________________________________________
 GA2344  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 GA2344  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2344  DYNAMIC HT  -         359.009 (meters)    1177.85  (feet)  COMP
 GA2344  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA2344
 GA2344  HORZ ORDER  -  SECOND
 GA2344  VERT ORDER  -  SECOND    CLASS 0
 GA2344
 GA2344.The horizontal coordinates were established by classical geodetic methods
 GA2344.and adjusted by the National Geodetic Survey in April 1999..
 GA2344
 GA2344.The orthometric height was determined by differential leveling
 GA2344.and adjusted by the National Geodetic Survey in June 1991..
 GA2344
 GA2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2344
 GA2344.The geoid height was determined by GEOID03.
 GA2344
 GA2344.The dynamic height is computed by dividing the NAVD 88
 GA2344.geopotential number by the normal gravity value computed on the
 GA2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2344.degrees latitude (g = 980.6199 gals.).
 GA2344
 GA2344.The modeled gravity was interpolated from observed gravity values.
 GA2344
 GA2344;                    North         East     Units Scale Factor Converg.
 GA2344;SPC TN       -   238,012.900   791,113.530   MT  1.00000793   +1 14 53.8
 GA2344;SPC TN       -   780,880.66  2,595,511.64   sFT  1.00000793   +1 14 53.8
 GA2344;UTM  17      - 4,038,768.602   243,011.006   MT  1.00041377   -1 42 18.5
 GA2344
 GA2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2344!SPC TN       -   0.99994836  x   1.00000793  =   0.99995629
 GA2344!UTM  17      -   0.99994836  x   1.00041377  =   1.00036211
 GA2344
 GA2344:                Primary Azimuth Mark                     Grid Az
 GA2344:SPC TN       -  DELLA AZ MK                              040 03 18.5
 GA2344:UTM  17      -  DELLA AZ MK                              043 00 30.8
 GA2344
 GA2344|---------------------------------------------------------------------|
 GA2344| PID    Reference Object                     Distance      Geod. Az  |
 GA2344|                                                           dddmmss.s |
 GA2344| GA2346 DELLA AZ MK                         APPROX. 1.2 KM 0411812.3 |
 GA2344| GA2345 DELLA RM 1                           10.821 METERS 17146     |
 GA2344| GA2343 DELLA RM 2                            8.243 METERS 30421     |
 GA2344|---------------------------------------------------------------------|
 GA2344
 GA2344                          SUPERSEDED SURVEY CONTROL
 GA2344
 GA2344  NAD 83(1995)-  36 27 35.14714(N)    083 52 03.99270(W) AD(       ) 2
 GA2344  NAD 83(1995)-  36 27 35.15207(N)    083 52 03.99171(W) AD(       ) 2
 GA2344  NAD 83(1995)-  36 27 35.15417(N)    083 52 03.99362(W) AD(       ) 2
 GA2344  NAD 83(1986)-  36 27 35.15663(N)    083 52 03.99230(W) AD(       ) 2
 GA2344  NAD 27      -  36 27 34.87201(N)    083 52 04.28680(W) AD(       ) 2
 GA2344  NGVD 29 (??/??/92)  359.472  (m)         1179.37   (f) ADJ UNCH    2 0
 GA2344
 GA2344.Superseded values are not recommended for survey control.
 GA2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2344.See file dsdata.txt to determine how the superseded data were derived.
 GA2344
 GA2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4301138769(NAD 83)
 GA2344_MARKER: DD = SURVEY DISK
 GA2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2344_STAMPING: DELLA 1964
 GA2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2344+STABILITY: SURFACE MOTION
 GA2344
 GA2344  HISTORY     - Date     Condition        Report By
 GA2344  HISTORY     - 1964     MONUMENTED       TNHD
 GA2344  HISTORY     - 1965     GOOD             TNHD
 GA2344
 GA2344                          STATION DESCRIPTION
 GA2344
 GA2344'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2344'THE STATION IS LOCATED ABOUT 20 MILES EAST OF LAFOLLETTE AND 2 MILES
 GA2344'EAST OF SPEEDWELL.
 GA2344'
 GA2344'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON
 GA2344'STATE ROUTE 63 FOR 0.7 MILE
 GA2344'TO A DRIVE ON THE RIGHT*, TURN RIGHT AND GO 0.1 MILE
 GA2344'UPHILL TO THE STATION ON THE LEFT.
 GA2344'
 GA2344'THE STATION IS 14 FEET EAST OF A FENCE, 11 FEET NORTH OF A GATE POST,
 GA2344'10 FEET EAST OF A TRACK
 GA2344'ROAD AND 10.0 FEET NORTH OF A WITNESS POST.  THE
 GA2344'SURFACE AND UNDERGROUND MARKS ARE
 GA2344'STANDARD TENNESSEE HIGHWAY
 GA2344'DEPARTMENT DISKS AND THE DISKS ARE STAMPED DELLA
 GA2344'1964.  THE
 GA2344'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2344'DISK IS SET IN A
 GA2344'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2344'
 GA2344'REFERENCE MARK NO. 1 IS 25.6 FEET SOUTH OF A WITNESS POST AND 1.3
 GA2344'FEET EAST OF A FENCE.  IT
 GA2344'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2344'10-INCH SQUARE, FLUSH, CONCRETE
 GA2344'MONUMENT AND THE DISK IS STAMPED
 GA2344'DELLA RM-1 1964.
 GA2344'
 GA2344'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE.  IT IS A STANDARD
 GA2344'TENNESSEE HIGHWAY
 GA2344'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2344'MONUMENT AND THE DISK IS
 GA2344'STAMPED DELLA RM-2 1964.
 GA2344'
 GA2344'THE AZIMUTH MARK IS 81 FEET NORTHWEST OF THE MAILBOX OF H. S. RAINS,
 GA2344'25 FEET NORTH OF THE
 GA2344'APPROXIMATE CENTER OF STATE ROUTE 63 AND 24 FEET EAST OF
 GA2344'A WITNESS POST.  IT IS A
 GA2344'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2344'SET IN A 12-INCH ROUND, FLUSH CONCRETE
 GA2344'MONUMENT AND THE DISK IS
 GA2344'STAMPED DELLA AZI 1964.
 GA2344'
 GA2344'TO REACH THE AZIMUTH MARK *, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 GA2344'THE MARK ON THE RIGHT.
 GA2344'
 GA2344'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2344'
 GA2344'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2344
 GA2344                          STATION RECOVERY (1965)
 GA2344
 GA2344'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2344'0.7 MI E FROM SPEEDWELL.
 GA2344'FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON STATE ROUTE 63
 GA2344'FOR 0.7 MILE TO A DRIVE ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE
 GA2344'UPHILL TO THE MARK ON THE LEFT, 14 FEET EAST OF A FENCE, 11 FEET
 GA2344'NORTH OF A GATE POST, 10 FEET EAST OF A TRACK ROAD AND 10.0 FEET
 GA2344'NORTH OF A WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2344'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2344'CONCRETE MONUMENT, STAMPED DELLA 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2346 ***********************************************************************
 GA2346  DESIGNATION -  DELLA AZ MK
 GA2346  PID         -  GA2346
 GA2346  STATE/COUNTY-  TN/CLAIBORNE
 GA2346  USGS QUAD   -  AUSMUS (1980)
 GA2346
 GA2346                         *CURRENT SURVEY CONTROL
 GA2346  ___________________________________________________________________
 GA2346* NAD 83(1995)-  36 28 04.44273(N)    083 51 32.12089(W)     ADJUSTED  
 GA2346* NAVD 88     -       345.653  (meters)    1134.03   (feet)  ADJUSTED  
 GA2346  ___________________________________________________________________
 GA2346  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 GA2346  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2346  DYNAMIC HT  -         345.349 (meters)    1133.03  (feet)  COMP
 GA2346  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 GA2346
 GA2346  HORZ ORDER  -  SECOND
 GA2346  VERT ORDER  -  SECOND    CLASS 0
 GA2346
 GA2346.The horizontal coordinates were established by classical geodetic methods
 GA2346.and adjusted by the National Geodetic Survey in April 1999..
 GA2346
 GA2346.The orthometric height was determined by differential leveling
 GA2346.and adjusted by the National Geodetic Survey in June 1991..
 GA2346
 GA2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2346
 GA2346.The geoid height was determined by GEOID03.
 GA2346
 GA2346.The dynamic height is computed by dividing the NAVD 88
 GA2346.geopotential number by the normal gravity value computed on the
 GA2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2346.degrees latitude (g = 980.6199 gals.).
 GA2346
 GA2346.The modeled gravity was interpolated from observed gravity values.
 GA2346
 GA2346;                    North         East     Units Scale Factor Converg.
 GA2346;SPC TN       -   238,933.065   791,887.151   MT  1.00000949   +1 15 12.5
 GA2346;SPC TN       -   783,899.56  2,598,049.76   sFT  1.00000949   +1 15 12.5
 GA2346;UTM  17      - 4,039,648.037   243,831.342   MT  1.00040858   -1 42 00.7
 GA2346
 GA2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2346!SPC TN       -   0.99995051  x   1.00000949  =   0.99996000
 GA2346!UTM  17      -   0.99995051  x   1.00040858  =   1.00035907
 GA2346
 GA2346                          SUPERSEDED SURVEY CONTROL
 GA2346
 GA2346  NAD 83(1995)-  36 28 04.44379(N)    083 51 32.12198(W) AD(       ) 2
 GA2346  NAD 83(1995)-  36 28 04.44855(N)    083 51 32.12075(W) AD(       ) 2
 GA2346  NAD 83(1995)-  36 28 04.45092(N)    083 51 32.12281(W) AD(       ) 2
 GA2346  NAD 83(1986)-  36 28 04.45335(N)    083 51 32.12148(W) AD(       ) 2
 GA2346  NAD 27      -  36 28 04.16903(N)    083 51 32.41673(W) AD(       ) 2
 GA2346  NGVD 29 (??/??/??)  345.86   (m)         1134.7    (f) RESET       3  
 GA2346
 GA2346.Superseded values are not recommended for survey control.
 GA2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2346.See file dsdata.txt to determine how the superseded data were derived.
 GA2346
 GA2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4383139648(NAD 83)
 GA2346_MARKER: DD = SURVEY DISK
 GA2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2346_STAMPING: DELLA AZI 1964
 GA2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2346+STABILITY: SURFACE MOTION
 GA2346
 GA2346  HISTORY     - Date     Condition        Report By
 GA2346  HISTORY     - 1964     MONUMENTED       TNHD
 GA2346  HISTORY     - 1965     GOOD             TNHD
 GA2346
 GA2346                          STATION DESCRIPTION
 GA2346
 GA2346'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2346'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON
 GA2346'STATE ROUTE 63 FOR 0.7 MILE
 GA2346'TO A DRIVE ON THE RIGHT,
 GA2346'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 GA2346'THE MARK ON THE RIGHT.
 GA2346'
 GA2346'THE AZIMUTH MARK IS 81 FEET NORTHWEST OF THE MAILBOX OF H. S. RAINS,
 GA2346'25 FEET NORTH OF THE
 GA2346'APPROXIMATE CENTER OF STATE ROUTE 63 AND 24 FEET EAST OF
 GA2346'A WITNESS POST.  IT IS A
 GA2346'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2346'SET IN A 12-INCH ROUND, FLUSH CONCRETE
 GA2346'MONUMENT AND THE DISK IS
 GA2346'STAMPED DELLA AZI 1964.
 GA2346
 GA2346                          STATION RECOVERY (1965)
 GA2346
 GA2346'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2346'1.5 MI E FROM SPEEDWELL.
 GA2346'FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON STATE ROUTE 63 FOR
 GA2346'1.5 MILES TO THE MARK ON THE RIGHT, 81 FEET NORTHWEST OF THE
 GA2346'MAIL BOX OF H.S. RAINS, 25 FEET NORTH OF THE APPROXIMATE CENTER
 GA2346'OF STATE ROUTE 63 AND 24 FEET EAST OF A METAL WITNESS POST WITH
 GA2346'SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2346'IN A 12-INCH ROUND, FLUSH, CONCRETE MONUMENT, STAMPED DELLA AZI
 GA2346'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2345 ***********************************************************************
 GA2345  DESIGNATION -  DELLA RM 1
 GA2345  PID         -  GA2345
 GA2345  STATE/COUNTY-  TN/CLAIBORNE
 GA2345  USGS QUAD   -  AUSMUS (1980)
 GA2345
 GA2345                         *CURRENT SURVEY CONTROL
 GA2345  ___________________________________________________________________
 GA2345* NAD 83(1986)-  36 27 34.     (N)    083 52 05.     (W)     SCALED    
 GA2345* NAVD 88     -       360.740  (meters)    1183.53   (feet)  ADJUSTED  
 GA2345  ___________________________________________________________________
 GA2345  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2345  DYNAMIC HT  -         360.424 (meters)    1182.49  (feet)  COMP
 GA2345  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA2345
 GA2345  VERT ORDER  -  SECOND    CLASS 0
 GA2345
 GA2345.The horizontal coordinates were scaled from a topographic map and have
 GA2345.an estimated accuracy of +/- 6 seconds.
 GA2345
 GA2345.The orthometric height was determined by differential leveling
 GA2345.and adjusted by the National Geodetic Survey in June 1991..
 GA2345
 GA2345.The geoid height was determined by GEOID03.
 GA2345
 GA2345.The dynamic height is computed by dividing the NAVD 88
 GA2345.geopotential number by the normal gravity value computed on the
 GA2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2345.degrees latitude (g = 980.6199 gals.).
 GA2345
 GA2345.The modeled gravity was interpolated from observed gravity values.
 GA2345
 GA2345;                    North         East    Units  Estimated Accuracy
 GA2345;SPC TN       -   237,980.      791,090.      MT  (+/- 180 meters Scaled)
 GA2345
 GA2345                          SUPERSEDED SURVEY CONTROL
 GA2345
 GA2345  NGVD 29 (??/??/92)  360.888  (m)         1184.01   (f) ADJ UNCH    2 0
 GA2345
 GA2345.Superseded values are not recommended for survey control.
 GA2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2345.See file dsdata.txt to determine how the superseded data were derived.
 GA2345
 GA2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429387(NAD 83)
 GA2345_MARKER: DD = SURVEY DISK
 GA2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2345_STAMPING: DELLA RM-1 1964
 GA2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2345+STABILITY: SURFACE MOTION
 GA2345
 GA2345  HISTORY     - Date     Condition        Report By
 GA2345  HISTORY     - 1964     MONUMENTED       TNHD
 GA2345  HISTORY     - 1965     GOOD             TNHD
 GA2345
 GA2345                          STATION DESCRIPTION
 GA2345
 GA2345'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2345'0.7 MI E FROM SPEEDWELL.
 GA2345'THIS MARK IS LOCATED AT THE DELLA 1964 STATION SITE, 25.6 FEET
 GA2345'SOUTH OF A METAL WITNESS POST WITH SIGN AND 1.3 FEET EAST OF A
 GA2345'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2345'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED DELLA
 GA2345'RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2343 ***********************************************************************
 GA2343  DESIGNATION -  DELLA RM 2
 GA2343  PID         -  GA2343
 GA2343  STATE/COUNTY-  TN/CLAIBORNE
 GA2343  USGS QUAD   -  AUSMUS (1980)
 GA2343
 GA2343                         *CURRENT SURVEY CONTROL
 GA2343  ___________________________________________________________________
 GA2343* NAD 83(1986)-  36 27 34.     (N)    083 52 05.     (W)     SCALED    
 GA2343* NAVD 88     -       357.772  (meters)    1173.79   (feet)  ADJUSTED  
 GA2343  ___________________________________________________________________
 GA2343  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2343  DYNAMIC HT  -         357.458 (meters)    1172.76  (feet)  COMP
 GA2343  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA2343
 GA2343  VERT ORDER  -  SECOND    CLASS 0
 GA2343
 GA2343.The horizontal coordinates were scaled from a topographic map and have
 GA2343.an estimated accuracy of +/- 6 seconds.
 GA2343
 GA2343.The orthometric height was determined by differential leveling
 GA2343.and adjusted by the National Geodetic Survey in June 1991..
 GA2343
 GA2343.The geoid height was determined by GEOID03.
 GA2343
 GA2343.The dynamic height is computed by dividing the NAVD 88
 GA2343.geopotential number by the normal gravity value computed on the
 GA2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2343.degrees latitude (g = 980.6199 gals.).
 GA2343
 GA2343.The modeled gravity was interpolated from observed gravity values.
 GA2343
 GA2343;                    North         East    Units  Estimated Accuracy
 GA2343;SPC TN       -   237,980.      791,090.      MT  (+/- 180 meters Scaled)
 GA2343
 GA2343                          SUPERSEDED SURVEY CONTROL
 GA2343
 GA2343  NGVD 29 (??/??/92)  357.920  (m)         1174.28   (f) ADJ UNCH    2 0
 GA2343
 GA2343.Superseded values are not recommended for survey control.
 GA2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2343.See file dsdata.txt to determine how the superseded data were derived.
 GA2343
 GA2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429387(NAD 83)
 GA2343_MARKER: DD = SURVEY DISK
 GA2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2343_STAMPING: DELLA RM-2 1964
 GA2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2343+STABILITY: SURFACE MOTION
 GA2343
 GA2343  HISTORY     - Date     Condition        Report By
 GA2343  HISTORY     - 1964     MONUMENTED       TNHD
 GA2343  HISTORY     - 1965     GOOD             TNHD
 GA2343
 GA2343                          STATION DESCRIPTION
 GA2343
 GA2343'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2343'0.7 MI E FROM SPEEDWELL.
 GA2343'THIS MARK IS LOCATED AT THE DELLA 1964 STATION SITE, 1 FOOT
 GA2343'EAST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2343'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2343'RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1704 ***********************************************************************
 GC1704  DESIGNATION -  DEN
 GC1704  PID         -  GC1704
 GC1704  STATE/COUNTY-  TN/HUMPHREYS
 GC1704  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1704
 GC1704                         *CURRENT SURVEY CONTROL
 GC1704  ___________________________________________________________________
 GC1704* NAD 83(1986)-  36 02 27.     (N)    087 55 41.     (W)     SCALED    
 GC1704* NAVD 88     -       178.846  (meters)     586.76   (feet)  ADJUSTED  
 GC1704  ___________________________________________________________________
 GC1704  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1704  DYNAMIC HT  -         178.694 (meters)     586.27  (feet)  COMP
 GC1704  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GC1704
 GC1704  VERT ORDER  -  SECOND    CLASS 0
 GC1704
 GC1704.The horizontal coordinates were scaled from a topographic map and have
 GC1704.an estimated accuracy of +/- 6 seconds.
 GC1704
 GC1704.The orthometric height was determined by differential leveling
 GC1704.and adjusted by the National Geodetic Survey in June 1991..
 GC1704
 GC1704.The geoid height was determined by GEOID03.
 GC1704
 GC1704.The dynamic height is computed by dividing the NAVD 88
 GC1704.geopotential number by the normal gravity value computed on the
 GC1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1704.degrees latitude (g = 980.6199 gals.).
 GC1704
 GC1704.The modeled gravity was interpolated from observed gravity values.
 GC1704
 GC1704;                    North         East    Units  Estimated Accuracy
 GC1704;SPC TN       -   191,160.      426,270.      MT  (+/- 180 meters Scaled)
 GC1704
 GC1704                          SUPERSEDED SURVEY CONTROL
 GC1704
 GC1704  NGVD 29 (??/??/??)  178.87   (m)          586.8    (f) RESET       3  
 GC1704
 GC1704.Superseded values are not recommended for survey control.
 GC1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1704.See file dsdata.txt to determine how the superseded data were derived.
 GC1704
 GC1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE163888(NAD 83)
 GC1704_MARKER: DD = SURVEY DISK
 GC1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1704_STAMPING: DEN 1961
 GC1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1704+STABILITY: SURFACE MOTION
 GC1704
 GC1704  HISTORY     - Date     Condition        Report By
 GC1704  HISTORY     - 1961     MONUMENTED       TNHD
 GC1704
 GC1704                          STATION DESCRIPTION
 GC1704
 GC1704'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1704'8 MI SW FROM WAVERLY.
 GC1704'FROM THE COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S. HIGHWAY 70
 GC1704'FOR 8.4 MILES TO A TRACK ROAD RIGHT AT THE WEST END OF A 100
 GC1704'FOOT HIGHWAY CUT.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.4 MILE
 GC1704'TO THE TOP OF THE HILL AND A FORK ROAD RIGHT, TURN RIGHT AND GO
 GC1704'0.1 MILE TO THE STATION.  THE STATION IS LOCATED 17 FEET
 GC1704'SOUTHEAST OF A 12 INCH BLAZED OAK TREE, 12 FEET NORTHEAST OF THE
 GC1704'EDGE OF A 100 FOOT HIGHWAY CUT, AND 12.1 FEET SOUTHEAST OF A
 GC1704'WITNESS POST.  THE MARK IS SET IN TOP OF A 10 INCH SQUARE,
 GC1704'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2630 ***********************************************************************
 GC2630  DESIGNATION -  DEN
 GC2630  PID         -  GC2630
 GC2630  STATE/COUNTY-  TN/HUMPHREYS
 GC2630  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2630
 GC2630                         *CURRENT SURVEY CONTROL
 GC2630  ___________________________________________________________________
 GC2630* NAD 83(1995)-  36 02 27.42921(N)    087 55 43.74053(W)     ADJUSTED  
 GC2630* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 GC2630  ___________________________________________________________________
 GC2630  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2630  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC2630
 GC2630  HORZ ORDER  -  SECOND
 GC2630
 GC2630.The horizontal coordinates were established by classical geodetic methods
 GC2630.and adjusted by the National Geodetic Survey in April 1999..
 GC2630
 GC2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2630
 GC2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2630
 GC2630.The geoid height was determined by GEOID03.
 GC2630
 GC2630;                    North         East     Units Scale Factor Converg.
 GC2630;SPC TN       -   191,172.018   426,199.814   MT  0.99995490   -1 07 45.1
 GC2630;SPC TN       -   627,203.53  1,398,290.56   sFT  0.99995490   -1 07 45.1
 GC2630;UTM  16      - 3,988,889.744   416,330.113   MT  0.99968626   -0 32 47.4
 GC2630
 GC2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2630!SPC TN       -   0.99997638  x   0.99995490  =   0.99993128
 GC2630!UTM  16      -   0.99997638  x   0.99968626  =   0.99966265
 GC2630
 GC2630|---------------------------------------------------------------------|
 GC2630| PID    Reference Object                     Distance      Geod. Az  |
 GC2630|                                                           dddmmss.s |
 GC2630| GC1706 DEN RM 1                             29.669 METERS 02109     |
 GC2630| GC2631 DEN AZ MK                           APPROX. 0.7 KM 2335920.0 |
 GC2630| GC1705 DEN RM 2                             19.349 METERS 30406     |
 GC2630|---------------------------------------------------------------------|
 GC2630
 GC2630                          SUPERSEDED SURVEY CONTROL
 GC2630
 GC2630  NAD 83(1995)-  36 02 27.43135(N)    087 55 43.74457(W) AD(       ) 2
 GC2630  NAD 83(1995)-  36 02 27.43093(N)    087 55 43.74716(W) AD(       ) 2
 GC2630  NAD 83(1986)-  36 02 27.43835(N)    087 55 43.74381(W) AD(       ) 2
 GC2630  NAD 27      -  36 02 27.21872(N)    087 55 43.64096(W) AD(       ) 2
 GC2630  NGVD 29 (07/19/86)  179.1    (m)          588.     (f) VERT ANG       
 GC2630
 GC2630.Superseded values are not recommended for survey control.
 GC2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2630.See file dsdata.txt to determine how the superseded data were derived.
 GC2630
 GC2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1633088890(NAD 83)
 GC2630_MARKER: DD = SURVEY DISK
 GC2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2630
 GC2630  HISTORY     - Date     Condition        Report By
 GC2630  HISTORY     - 1961     MONUMENTED       TNDT
 GC2630  HISTORY     - 1972     GOOD             LOCSUR
 GC2630
 GC2630                          STATION DESCRIPTION
 GC2630
 GC2630'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2630'THE STATION IS ABOUT 8 MILES SOUTHWEST OF WAVERLY.
 GC2630'
 GC2630'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2630'COUNTY COURTHOUSE IN WAVERLY, GO 8.4 MILES SOUTHWEST ON
 GC2630'U.S. HIGHWAY 70 TO A TRACK ROAD RIGHT WHICH IS AT THE WEST END
 GC2630'OF THE BOTTOM OF ABOUT A 100 FOOT HIGHWAY CUT.  TURN RIGHT AND GO
 GC2630'NORTHEASTERLY 0.4 MILE TO THE TOP OF THE HILL TO A FORK ROAD
 GC2630'RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2630'
 GC2630'THE STATION IS 17 FEET SOUTHEAST OF A 12-INCH BLAZED OAK TREE,
 GC2630'12 FEET NORTHEAST OF THE EDGE OF THE 100 FOOT HIGHWAY CUT, AND 12.1
 GC2630'FEET SOUTHEAST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 GC2630'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED DEN
 GC2630'1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2630'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC2630'FLUSH, CONCRETE MONUMENT.
 GC2630'
 GC2630'REFERENCE MARK NO. 1 IS 68 FEET NORTHWEST OF THE HIGHWAY CUT AND
 GC2630'21 FEET EAST OF A BLAZED OAK TREE.  THE MARK IS A STANDARD
 GC2630'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2630'CONCRETE MONUMENT AND THE DISK IS STAMPED DEN RM-1 1961.
 GC2630'
 GC2630'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF AN 8-INCH BLAZED
 GC2630'HICKORY TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2630'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1-INCH
 GC2630'ABOVE THE SURFACE AND THE DISK IS STAMPED DEN RM-2 1961.
 GC2630'
 GC2630'THE AZIMUTH MARK IS 35 FEET SOUTHEAST OF U.S. HIGHWAY 70, 2 FEET
 GC2630'NORTHWEST OF A POWER POLE, AND 2.0 FEET NORTHWEST OF A WITNESS
 GC2630'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2630'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2630'IS STAMPED DEN AZI 1961.
 GC2630'
 GC2630'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD AND U.S. HIGHWAY 70,
 GC2630'GO 0.2 MILE SOUTHWEST ON U.S. HIGHWAY 70 TO THE MARK ON THE LEFT AS
 GC2630'DESCRIBED.
 GC2630'
 GC2630'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2630
 GC2630                          STATION RECOVERY (1972)
 GC2630
 GC2630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2630'DESCRIPTION AS IN BULLETIN
 GC2630'
 GC2630'REF. MK. 1 - GOOD
 GC2630'
 GC2630'REF. MK. 2 - GOOD
 GC2630'
 GC2630'AZ. MK. - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1707 ***********************************************************************
 GC1707  DESIGNATION -  DEN AZ MK
 GC1707  PID         -  GC1707
 GC1707  STATE/COUNTY-  TN/HUMPHREYS
 GC1707  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1707
 GC1707                         *CURRENT SURVEY CONTROL
 GC1707  ___________________________________________________________________
 GC1707* NAD 83(1986)-  36 02 12.     (N)    087 56 10.     (W)     SCALED    
 GC1707* NAVD 88     -       149.172  (meters)     489.41   (feet)  ADJUSTED  
 GC1707  ___________________________________________________________________
 GC1707  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC1707  DYNAMIC HT  -         149.045 (meters)     488.99  (feet)  COMP
 GC1707  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GC1707
 GC1707  VERT ORDER  -  SECOND    CLASS 0
 GC1707
 GC1707.The horizontal coordinates were scaled from a topographic map and have
 GC1707.an estimated accuracy of +/- 6 seconds.
 GC1707
 GC1707.The orthometric height was determined by differential leveling
 GC1707.and adjusted by the National Geodetic Survey in June 1991..
 GC1707
 GC1707.The geoid height was determined by GEOID03.
 GC1707
 GC1707.The dynamic height is computed by dividing the NAVD 88
 GC1707.geopotential number by the normal gravity value computed on the
 GC1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1707.degrees latitude (g = 980.6199 gals.).
 GC1707
 GC1707.The modeled gravity was interpolated from observed gravity values.
 GC1707
 GC1707;                    North         East    Units  Estimated Accuracy
 GC1707;SPC TN       -   190,710.      425,530.      MT  (+/- 180 meters Scaled)
 GC1707
 GC1707                          SUPERSEDED SURVEY CONTROL
 GC1707
 GC1707  NGVD 29 (??/??/??)  149.22   (m)          489.6    (f) RESET       3  
 GC1707
 GC1707.Superseded values are not recommended for survey control.
 GC1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1707.See file dsdata.txt to determine how the superseded data were derived.
 GC1707
 GC1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE156884(NAD 83)
 GC1707_MARKER: DZ = AZIMUTH MARK DISK
 GC1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1707_STAMPING: DEN AZI 1961
 GC1707_MARK LOGO: TNHD  
 GC1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1707+STABILITY: SURFACE MOTION
 GC1707
 GC1707  HISTORY     - Date     Condition        Report By
 GC1707  HISTORY     - 1961     MONUMENTED       TNHD
 GC1707
 GC1707                          STATION DESCRIPTION
 GC1707
 GC1707'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1707'8.6 MI SW FROM WAVERLY.
 GC1707'FROM THE COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S. HIGHWAY 70
 GC1707'FOR 8.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 35
 GC1707'FEET SOUTHEAST OF U.S. HIGHWAY 70, 2 FEET NORTHWEST OF A POWER
 GC1707'POLE, AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS SET
 GC1707'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2631 ***********************************************************************
 GC2631  DESIGNATION -  DEN AZ MK
 GC2631  PID         -  GC2631
 GC2631  STATE/COUNTY-  TN/HUMPHREYS
 GC2631  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2631
 GC2631                         *CURRENT SURVEY CONTROL
 GC2631  ___________________________________________________________________
 GC2631* NAD 83(1995)-  36 02 13.79303(N)    087 56 06.83844(W)     ADJUSTED  
 GC2631* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 GC2631  ___________________________________________________________________
 GC2631  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2631  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC2631
 GC2631  HORZ ORDER  -  THIRD
 GC2631
 GC2631.The horizontal coordinates were established by classical geodetic methods
 GC2631.and adjusted by the National Geodetic Survey in April 1999..
 GC2631.No horizontal observational check was made to the station.
 GC2631
 GC2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2631
 GC2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2631
 GC2631.The geoid height was determined by GEOID03.
 GC2631
 GC2631;                    North         East     Units Scale Factor Converg.
 GC2631;SPC TN       -   190,763.235   425,613.444   MT  0.99995466   -1 07 58.7
 GC2631;SPC TN       -   625,862.38  1,396,366.77   sFT  0.99995466   -1 07 58.7
 GC2631;UTM  16      - 3,988,475.131   415,748.087   MT  0.99968746   -0 33 00.9
 GC2631
 GC2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2631!SPC TN       -   0.99998104  x   0.99995466  =   0.99993570
 GC2631!UTM  16      -   0.99998104  x   0.99968746  =   0.99966850
 GC2631
 GC2631                          SUPERSEDED SURVEY CONTROL
 GC2631
 GC2631  NAD 83(1995)-  36 02 13.79519(N)    087 56 06.84249(W) AD(       ) 3
 GC2631  NAD 83(1995)-  36 02 13.79470(N)    087 56 06.84513(W) AD(       ) 3
 GC2631  NAD 83(1986)-  36 02 13.80214(N)    087 56 06.84177(W) AD(       ) 3
 GC2631  NAD 27      -  36 02 13.58227(N)    087 56 06.73817(W) AD(       ) 3
 GC2631  NGVD 29 (07/19/86)  149.4    (m)          490.     (f) VERT ANG       
 GC2631
 GC2631.Superseded values are not recommended for survey control.
 GC2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2631.See file dsdata.txt to determine how the superseded data were derived.
 GC2631
 GC2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1574888475(NAD 83)
 GC2631_MARKER: DD = SURVEY DISK
 GC2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2631_MARK LOGO: TNHD  
 GC2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2631+STABILITY: SURFACE MOTION
 GC2631
 GC2631  HISTORY     - Date     Condition        Report By
 GC2631  HISTORY     - 1961     MONUMENTED       TNHD
 GC2631
 GC2631                          STATION DESCRIPTION
 GC2631
 GC2631'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2631'MARK, A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2631'10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 GC2631'STAMPED DEN AZI 1961.
 GC2631'
 GC2631'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD AND U.S. HIGHWAY 70,
 GC2631'GO 0.2 MILE SOUTHWEST ON U.S. HIGHWAY 70 TO THE MARK ON THE LEFT AS
 GC2631'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1706 ***********************************************************************
 GC1706  DESIGNATION -  DEN RM 1
 GC1706  PID         -  GC1706
 GC1706  STATE/COUNTY-  TN/HUMPHREYS
 GC1706  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1706
 GC1706                         *CURRENT SURVEY CONTROL
 GC1706  ___________________________________________________________________
 GC1706* NAD 83(1986)-  36 02 27.     (N)    087 55 40.     (W)     SCALED    
 GC1706* NAVD 88     -       179.831  (meters)     590.00   (feet)  ADJUSTED  
 GC1706  ___________________________________________________________________
 GC1706  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1706  DYNAMIC HT  -         179.678 (meters)     589.49  (feet)  COMP
 GC1706  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GC1706
 GC1706  VERT ORDER  -  SECOND    CLASS 0
 GC1706
 GC1706.The horizontal coordinates were scaled from a topographic map and have
 GC1706.an estimated accuracy of +/- 6 seconds.
 GC1706
 GC1706.The orthometric height was determined by differential leveling
 GC1706.and adjusted by the National Geodetic Survey in June 1991..
 GC1706
 GC1706.The geoid height was determined by GEOID03.
 GC1706
 GC1706.The dynamic height is computed by dividing the NAVD 88
 GC1706.geopotential number by the normal gravity value computed on the
 GC1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1706.degrees latitude (g = 980.6199 gals.).
 GC1706
 GC1706.The modeled gravity was interpolated from observed gravity values.
 GC1706
 GC1706;                    North         East    Units  Estimated Accuracy
 GC1706;SPC TN       -   191,160.      426,290.      MT  (+/- 180 meters Scaled)
 GC1706
 GC1706                          SUPERSEDED SURVEY CONTROL
 GC1706
 GC1706  NGVD 29 (??/??/??)  179.85   (m)          590.1    (f) RESET       3  
 GC1706
 GC1706.Superseded values are not recommended for survey control.
 GC1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1706.See file dsdata.txt to determine how the superseded data were derived.
 GC1706
 GC1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE164888(NAD 83)
 GC1706_MARKER: DR = REFERENCE MARK DISK
 GC1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1706_STAMPING: DEN RM-1 1961
 GC1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1706+STABILITY: SURFACE MOTION
 GC1706
 GC1706  HISTORY     - Date     Condition        Report By
 GC1706  HISTORY     - 1961     MONUMENTED       TNHD
 GC1706
 GC1706                          STATION DESCRIPTION
 GC1706
 GC1706'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1706'8 MI SW FROM WAVERLY.
 GC1706'THIS MARK IS LOCATED AT THE DEN 1961 STATION SITE, 68 FEET
 GC1706'NORTHWEST OF A 100 FOOT HIGHWAY CUT, AND 21 FEET EAST OF A BLAZED
 GC1706'OAK TREE.  THE MARK IS SEST IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC1706'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1705 ***********************************************************************
 GC1705  DESIGNATION -  DEN RM 2
 GC1705  PID         -  GC1705
 GC1705  STATE/COUNTY-  TN/HUMPHREYS
 GC1705  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1705
 GC1705                         *CURRENT SURVEY CONTROL
 GC1705  ___________________________________________________________________
 GC1705* NAD 83(1986)-  36 02 27.     (N)    087 55 41.     (W)     SCALED    
 GC1705* NAVD 88     -       177.836  (meters)     583.45   (feet)  ADJUSTED  
 GC1705  ___________________________________________________________________
 GC1705  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1705  DYNAMIC HT  -         177.685 (meters)     582.95  (feet)  COMP
 GC1705  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GC1705
 GC1705  VERT ORDER  -  SECOND    CLASS 0
 GC1705
 GC1705.The horizontal coordinates were scaled from a topographic map and have
 GC1705.an estimated accuracy of +/- 6 seconds.
 GC1705
 GC1705.The orthometric height was determined by differential leveling
 GC1705.and adjusted by the National Geodetic Survey in June 1991..
 GC1705
 GC1705.The geoid height was determined by GEOID03.
 GC1705
 GC1705.The dynamic height is computed by dividing the NAVD 88
 GC1705.geopotential number by the normal gravity value computed on the
 GC1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1705.degrees latitude (g = 980.6199 gals.).
 GC1705
 GC1705.The modeled gravity was interpolated from observed gravity values.
 GC1705
 GC1705;                    North         East    Units  Estimated Accuracy
 GC1705;SPC TN       -   191,160.      426,270.      MT  (+/- 180 meters Scaled)
 GC1705
 GC1705                          SUPERSEDED SURVEY CONTROL
 GC1705
 GC1705  NGVD 29 (??/??/??)  177.86   (m)          583.5    (f) RESET       3  
 GC1705
 GC1705.Superseded values are not recommended for survey control.
 GC1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1705.See file dsdata.txt to determine how the superseded data were derived.
 GC1705
 GC1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE163888(NAD 83)
 GC1705_MARKER: DR = REFERENCE MARK DISK
 GC1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1705_STAMPING: DEN RM-2 1961
 GC1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1705+STABILITY: SURFACE MOTION
 GC1705
 GC1705  HISTORY     - Date     Condition        Report By
 GC1705  HISTORY     - 1961     MONUMENTED       TNHD
 GC1705
 GC1705                          STATION DESCRIPTION
 GC1705
 GC1705'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1705'8 MI SW FROM WAVERLY.
 GC1705'THIS MARK IS LOCATED AT THE DEN 1961 STATION SITE, 11 FEET
 GC1705'SOUTH OF A 8-INCH BLAZED HICKORY TREE.  THE MARK IS SET IN TOP
 GC1705'OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2421 ***********************************************************************
 FE2421  DESIGNATION -  DENMARK
 FE2421  PID         -  FE2421
 FE2421  STATE/COUNTY-  TN/MADISON
 FE2421  USGS QUAD   -  DENMARK (1981)
 FE2421
 FE2421                         *CURRENT SURVEY CONTROL
 FE2421  ___________________________________________________________________
 FE2421* NAD 83(1995)-  35 32 11.24414(N)    089 00 18.19548(W)     ADJUSTED  
 FE2421* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 FE2421  ___________________________________________________________________
 FE2421  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2421  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2421
 FE2421  HORZ ORDER  -  SECOND
 FE2421
 FE2421.The horizontal coordinates were established by classical geodetic methods
 FE2421.and adjusted by the National Geodetic Survey in April 1999..
 FE2421
 FE2421.The orthometric height was scaled from a topographic map.
 FE2421
 FE2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2421
 FE2421.The geoid height was determined by GEOID03.
 FE2421
 FE2421;                    North         East     Units Scale Factor Converg.
 FE2421;SPC TN       -   137,669.067   327,529.727   MT  0.99996181   -1 45 33.4
 FE2421;SPC TN       -   451,669.26  1,074,570.45   sFT  0.99996181   -1 45 33.4
 FE2421;UTM  16      - 3,934,385.776   318,225.473   MT  1.00000719   -1 09 56.5
 FE2421
 FE2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2421!SPC TN       -   0.99997742  x   0.99996181  =   0.99993923
 FE2421!UTM  16      -   0.99997742  x   1.00000719  =   0.99998461
 FE2421
 FE2421|---------------------------------------------------------------------|
 FE2421| PID    Reference Object                     Distance      Geod. Az  |
 FE2421|                                                           dddmmss.s |
 FE2421| CG3913 DENMARK RM 1                         23.224 METERS 13908     |
 FE2421| FE2287 BRITTON LANE LOT WT 28              APPROX. 7.7 KM 1411518.0 |
 FE2421| FE2291 UPTON                               APPROX.10.4 KM 1705822.4 |
 FE2421| CG3915 DENMARK RM 3                        118.997 METERS 27453     |
 FE2421| CG3914 DENMARK RM 2                         22.328 METERS 35115     |
 FE2421|---------------------------------------------------------------------|
 FE2421
 FE2421                          SUPERSEDED SURVEY CONTROL
 FE2421
 FE2421  NAD 83(1995)-  35 32 11.24964(N)    089 00 18.19928(W) AD(       ) 2
 FE2421  NAD 83(1986)-  35 32 11.25574(N)    089 00 18.19634(W) AD(       ) 2
 FE2421  NAD 27      -  35 32 10.97950(N)    089 00 17.96710(W) AD(       ) 2
 FE2421
 FE2421.Superseded values are not recommended for survey control.
 FE2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2421.See file dsdata.txt to determine how the superseded data were derived.
 FE2421
 FE2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1822534386(NAD 83)
 FE2421_MARKER: DS = TRIANGULATION STATION DISK
 FE2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2421
 FE2421  HISTORY     - Date     Condition        Report By
 FE2421  HISTORY     - 1958     MONUMENTED       CGS
 FE2421
 FE2421                          STATION DESCRIPTION
 FE2421
 FE2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2421'THE STATION IS ABOUT 15 MILES EAST-SOUTHEAST OF BROWNSVILLE, ABOUT 12
 FE2421'MILES SOUTHWEST OF JACKSON, ABOUT 0.4 MILE NORTHWEST OF
 FE2421'DENMARK AND ON PROPERTY OWNED BY MR. STEVEN CARTER. IT IS 5 FEET
 FE2421'SOUTH OF A WHITE WITNESS POST, 16 FEET WEST OF A TRIPLE TRUNK OAK
 FE2421'TREE, 35 FEET WEST OF A TRIANGULAR BLAZED OAK TREE AND 25 FEET
 FE2421'NORTHWEST OF THE HIGHEST POINT OF THE HILL. THE MONUMENT PROJECTS 1
 FE2421'INCH AND THE DISK IS STAMPED DENMARK 1958.
 FE2421'
 FE2421'TO REACH THE STATION FROM THE DENMARK PRESBYTERIAN CHURCH IN DENMARK,
 FE2421'GO WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT. TURN NORTH FOR 0.2 MILE
 FE2421'TO THE TOP OF THE HILL AND END OF TRUCK TRAVEL. PACK WEST FOR ABOUT
 FE2421'250 YARDS TO THE TOP OF THE HILL AND THE STATION AS IT IS DESCRIBED.
 FE2421'
 FE2421'REFERENCE MARK 1 IS 78 FEET SOUTHEAST OF A WHITE WITNESS POST AND 42
 FE2421'FEET SOUTHEAST OF A TRIANGULAR BLAZED OAK TREE. THE MONUMENT IS FLUSH
 FE2421'AND THE DISK IS STAMPED DENMARK NO 1 1958.
 FE2421'
 FE2421'REFERENCE MARK 2 IS 68 FEET NORTHWEST OF A WHITE WITNESS POST AND 89
 FE2421'FEET SOUTH OF A FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2421'STAMPED DENMARK NO 2 1958.
 FE2421'
 FE2421'REFERENCE MARK 3 WAS ESTABLISHED USING PRECISE METHODS FOR A BETTER
 FE2421'THAN AVERAGE DIRECTION FOR A REFERENCE MARK. IT IS 1 FOOT EAST OF A
 FE2421'FENCE, 2 FEET EAST OF A WHITE WITNESS POST AND 5 FEET NORTH OF A
 FE2421'CEDAR TREE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2421'DENMARK NO 3 1958.
 FE2421'
 FE2421'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2693 ***********************************************************************
 GC2693  DESIGNATION -  DENNIS
 GC2693  PID         -  GC2693
 GC2693  STATE/COUNTY-  TN/STEWART
 GC2693  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2693
 GC2693                         *CURRENT SURVEY CONTROL
 GC2693  ___________________________________________________________________
 GC2693* NAD 83(1995)-  36 32 41.73996(N)    087 50 10.11784(W)     ADJUSTED  
 GC2693* NAVD 88     -       194.52   (+/-2cm)     638.2    (feet)  VERTCON   
 GC2693  ___________________________________________________________________
 GC2693  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 GC2693  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC2693
 GC2693  HORZ ORDER  -  SECOND
 GC2693  VERT ORDER  -  THIRD ? (See Below)
 GC2693
 GC2693.The horizontal coordinates were established by classical geodetic methods
 GC2693.and adjusted by the National Geodetic Survey in April 1999..
 GC2693
 GC2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2693.The vertical order pertains to the NGVD 29 superseded value.
 GC2693
 GC2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2693
 GC2693.The geoid height was determined by GEOID03.
 GC2693
 GC2693;                    North         East     Units Scale Factor Converg.
 GC2693;SPC TN       -   246,923.966   435,598.430   MT  1.00002526   -1 04 29.8
 GC2693;SPC TN       -   810,116.38  1,429,125.85   sFT  1.00002526   -1 04 29.8
 GC2693;SPC KY1Z     - 1,025,573.204 1,313,191.493   MT  1.00017225   -1 16 50.9
 GC2693;SPC KY1Z     - 3,364,734.75  4,308,362.42   sFT  1.00017225   -1 16 50.9
 GC2693;SPC KY S     -   525,543.912   313,215.905   MT  1.00003954   -1 15 54.6
 GC2693;SPC KY S     - 1,724,221.98  1,027,609.18   sFT  1.00003954   -1 15 54.6
 GC2693;UTM  16      - 4,044,716.841   425,161.420   MT  0.99966900   -0 29 52.5
 GC2693
 GC2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2693!SPC TN       -   0.99997404  x   1.00002526  =   0.99999930
 GC2693!SPC KY1Z     -   0.99997404  x   1.00017225  =   1.00014629
 GC2693!SPC KY S     -   0.99997404  x   1.00003954  =   1.00001358
 GC2693!UTM  16      -   0.99997404  x   0.99966900  =   0.99964305
 GC2693
 GC2693:                Primary Azimuth Mark                     Grid Az
 GC2693:SPC TN       -  DENNIS AZ MK                             002 20 33.0
 GC2693:SPC KY1Z     -  DENNIS AZ MK                             002 32 54.1
 GC2693:SPC KY S     -  DENNIS AZ MK                             002 31 57.8
 GC2693:UTM  16      -  DENNIS AZ MK                             001 45 55.7
 GC2693
 GC2693|---------------------------------------------------------------------|
 GC2693| PID    Reference Object                     Distance      Geod. Az  |
 GC2693|                                                           dddmmss.s |
 GC2693| CG5225 DENNIS AZ MK                                       0011603.2 |
 GC2693| CG5226 DENNIS RM 1                          26.822 METERS 04306     |
 GC2693| CG5227 DENNIS RM 2                          40.142 METERS 26425     |
 GC2693|---------------------------------------------------------------------|
 GC2693
 GC2693                          SUPERSEDED SURVEY CONTROL
 GC2693
 GC2693  NAD 83(1995)-  36 32 41.74150(N)    087 50 10.11847(W) AD(       ) 2
 GC2693  NAD 83(1995)-  36 32 41.74505(N)    087 50 10.12270(W) AD(       ) 2
 GC2693  NAD 83(1986)-  36 32 41.74944(N)    087 50 10.12010(W) AD(       ) 2
 GC2693  NAD 27      -  36 32 41.56900(N)    087 50 10.04000(W) AD(       ) 2
 GC2693  NGVD 29 (07/19/86)  194.57   (m)          638.4    (f) LEVELING    3  
 GC2693
 GC2693.Superseded values are not recommended for survey control.
 GC2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2693.See file dsdata.txt to determine how the superseded data were derived.
 GC2693
 GC2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2516144717(NAD 83)
 GC2693_MARKER: DS = TRIANGULATION STATION DISK
 GC2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2693
 GC2693  HISTORY     - Date     Condition        Report By
 GC2693  HISTORY     - 1934     MONUMENTED       CGS
 GC2693  HISTORY     - 1953     GOOD             CGS
 GC2693  HISTORY     - 1957     GOOD             CGS
 GC2693
 GC2693                          STATION DESCRIPTION
 GC2693
 GC2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2693'ABOUT 3-1/2 MILES NORTH-NORTHWEST OF DOVER.  TO REACH FROM POST
 GC2693'OFFICE IN BUMPUS MILLS, GO EAST ON ASPHALT ROAD 0.5 MILE TO
 GC2693'T-ROAD RIGHT AT SIGN DOVER 9 MILES, TURN RIGHT AND GO 4.1 MILES TO
 GC2693'WOODS ROAD RIGHT AND TRIANGULAR BLAZE ON RIGHT AND FOLLOW THIS
 GC2693'ROAD 0.7 MILE TO TOP OF HILL AND STATION. STATION IS ON HIGHEST POINT
 GC2693'OF PARTLY WOODED HILL, AT SOUTHEAST CORNER OF CULTIVATED FIELD
 GC2693'BELONGING TO DUNCAN E. GREEN, 38-1/2 FEET WEST OF WIRE FENCE, AND
 GC2693'28.8 FEET NORTH OF DOUBLE OAK TREE WITH TRIANGULAR BLAZES.  SURFACE
 GC2693'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE
 GC2693'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2693'IN CONCRETE.  NO. 1 IS AT SOUTHEAST EDGE OF CULTIVATED
 GC2693'FIELD, 12-1/2 FEET NORTHWEST OF WIRE FENCE, AND 88.0 FEET FROM
 GC2693'STATION.  NO.2 IS AT S EDGE OF
 GC2693'CULTIVATED FIELD AND SLIGHTLY LOWER IN ELEVATION THAN AND 131.7 FT
 GC2693'FROM STATION.  AZIMUTH MARK IS 18
 GC2693'FEET WEST OF CENTER LINE OF ROAD, DIRECTLY ACROSS ROAD FROM OLD BARN,
 GC2693'AND ABOUT 0.7 MILE FROM STATION.
 GC2693
 GC2693                          STATION RECOVERY (1953)
 GC2693
 GC2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2693'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2693'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 GC2693'CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2693'
 GC2693'STATION IS LOCATED ABOUT 4 MILES NORTH OF DOVER ON PROPERTY OWNED BY
 GC2693'L.R. PAGE.  IT IS 29 FEET NORTH OF A TWIN OAK TREE
 GC2693'WHICH HAS A TRIANGLE BLAZE ON THE NORTH SIDE, 14 FEET SOUTH OF THE
 GC2693'CENTER OF THE WOODS ROAD AND 4 FEET NORTHWEST OF A WHITE WITNESS
 GC2693'POST.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED DENNIS
 GC2693'1934.
 GC2693'
 GC2693'REFERENCE MARK NO. 1 IS 88.00 FEET NORTHEAST OF THE STATION, 12 FEET
 GC2693'NORTHWEST OF A FENCELINE AND 11 FEET NORTHEAST OF THE CENTER OF THE
 GC2693'WOODS ROAD.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GC2693'DENNIS NO. 1 1934.
 GC2693'
 GC2693'REFERENCE MARK NO. 2 IS 131.70 FEET WEST OF THE STATION.  IT IS 11
 GC2693'FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 10 FEET
 GC2693'NORTHEAST OF AN 8 INCH OAK TREE WHICH HAS A TRIANGLE BLAZE ON THE
 GC2693'NORTH SIDE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 GC2693'STAMPED DENNIS NO. 2 1934.
 GC2693'
 GC2693'AZIMUTH MARK IS 0.7 MILE NORTH OF THE STATION.  IT IS 26 FEET
 GC2693'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 2 FEET NORTHWEST OF A WHITE
 GC2693'WITNESS POST AND 1 FOOT NORTHEAST OF A FENCELINE.  THE MARK PROJECTS
 GC2693'12 INCHES AND THE DISK IS STAMPED DENNIS 1934.
 GC2693'
 GC2693'TO REACH THE STATION FROM THE COURTHOUSE IN DOVER, GO NORTHEAST ON
 GC2693'U.S. HIGHWAY 79 FOR 1.5 MILE TO WHERE ROAD FORKS, KEEP LEFT ON A
 GC2693'PAVED ROAD AND GO NORTH FOR 3.5 MILES TO THE TOP OF A HILL AND A
 GC2693'HOUSE ON THE LEFT.  TURN LEFT PASSING HOUSE ON THE NORTH SIDE AND
 GC2693'FOLLOW WOODS ROAD NORTH AND WEST FOR 0.7 MILE TO THE STATION AS
 GC2693'DESCRIBED.
 GC2693'
 GC2693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WOODS ROAD FOR
 GC2693'0.7 MILE TO PAVED ROAD, TURN NORTH ON PAVED ROAD AND GO 0.6 MILE TO
 GC2693'THE AZIMUTH MARK ON THE LEFT.
 GC2693'
 GC2693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2693
 GC2693                          STATION RECOVERY (1957)
 GC2693
 GC2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2693'STATION RECOVERED AS DESCRIBED.
 GC2693'
 GC2693'REFERENCE MARK NO. 1 AND 2 AND AZIMUTH MARK RECOVERED IN GOOD
 GC2693'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3499 ***********************************************************************
 GA3499  DESIGNATION -  DEVILS NOSE
 GA3499  PID         -  GA3499
 GA3499  STATE/COUNTY-  TN/HAWKINS
 GA3499  USGS QUAD   -  CAMELOT (1976)
 GA3499
 GA3499                         *CURRENT SURVEY CONTROL
 GA3499  ___________________________________________________________________
 GA3499* NAD 83(1995)-  36 27 17.35327(N)    083 00 26.48359(W)     ADJUSTED  
 GA3499* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 GA3499  ___________________________________________________________________
 GA3499  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GA3499  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA3499
 GA3499  HORZ ORDER  -  THIRD
 GA3499
 GA3499.The horizontal coordinates were established by classical geodetic methods
 GA3499.and adjusted by the National Geodetic Survey in April 1999..
 GA3499
 GA3499.The orthometric height was scaled from a topographic map.
 GA3499
 GA3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3499
 GA3499.The geoid height was determined by GEOID03.
 GA3499
 GA3499;                    North         East     Units Scale Factor Converg.
 GA3499;SPC TN       -   239,483.830   868,229.968   MT  1.00000699   +1 45 07.2
 GA3499;SPC TN       -   785,706.53  2,848,517.82   sFT  1.00000699   +1 45 07.2
 GA3499;UTM  17      - 4,036,269.406   320,115.359   MT  0.99999869   -1 11 35.0
 GA3499
 GA3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3499!SPC TN       -   0.99989006  x   1.00000699  =   0.99989705
 GA3499!UTM  17      -   0.99989006  x   0.99999869  =   0.99988875
 GA3499
 GA3499|---------------------------------------------------------------------|
 GA3499| PID    Reference Object                     Distance      Geod. Az  |
 GA3499|                                                           dddmmss.s |
 GA3499| DB9191 DEVILS NOSE RM 1                      3.430 METERS 11926     |
 GA3499| DB9190 DEVILS NOSE AZ MK                                  1335344.0 |
 GA3499| DB9192 DEVILS NOSE RM 2                      4.145 METERS 21436     |
 GA3499|---------------------------------------------------------------------|
 GA3499
 GA3499                          SUPERSEDED SURVEY CONTROL
 GA3499
 GA3499  NAD 83(1995)-  36 27 17.35764(N)    083 00 26.48698(W) AD(       ) 3
 GA3499  NAD 83(1995)-  36 27 17.36363(N)    083 00 26.48663(W) AD(       ) 3
 GA3499  NAD 83(1995)-  36 27 17.35915(N)    083 00 26.48505(W) AD(       ) 3
 GA3499  NAD 83(1986)-  36 27 17.36151(N)    083 00 26.48598(W) AD(       ) 3
 GA3499  NAD 27      -  36 27 17.02400(N)    083 00 26.88700(W) AD(       ) 3
 GA3499
 GA3499.Superseded values are not recommended for survey control.
 GA3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3499.See file dsdata.txt to determine how the superseded data were derived.
 GA3499
 GA3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2011536269(NAD 83)
 GA3499_MARKER: DS = TRIANGULATION STATION DISK
 GA3499_SETTING: 80 = SET IN A BOULDER
 GA3499_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3499
 GA3499  HISTORY     - Date     Condition        Report By
 GA3499  HISTORY     - 1941     MONUMENTED       CGS
 GA3499
 GA3499                          STATION DESCRIPTION
 GA3499
 GA3499'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3499'THE STATION IS ABOUT 3-1/2 MILES N OF ROGERSVILLE ON THE HIGHEST PEAK
 GA3499'OF A MOUNTAIN
 GA3499'LOCALLY KNOWN AS THE DEVILS NOSE.  THE HIGHEST PEAK IS
 GA3499'ABOUT 200 YARDS W OF THE BLUFFS
 GA3499'FROM WHENCE THE MOUNTAIN GETS ITS
 GA3499'NAME.  THE STATION IS ABOUT 5 FEET SW OF THE
 GA3499'HIGHEST POINT OF THE
 GA3499'PEAK AND IS STAMPED DEVILS NOSE 1941.
 GA3499'
 GA3499'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 GA3499'HOLES IN BOULDERS.
 GA3499'
 GA3499'REFERENCE MARK NO. 1 IS STAMPED DEVILS NOSE NO. 1 19419
 GA3499'
 GA3499'REFERENCE MARK NO. 2 IS STAMPED DEVILS NOSE NO. 2 1941.
 GA3499'
 GA3499'AZIMUTH MARK IS ABOUT 100 YARDS SSE OF A ROAD T-INTERSECTION, 13 FEET
 GA3499'E OF THE CENTER OF
 GA3499'STATE HIGHWAY 70, AND 9 INCHES N OF THE S END OF
 GA3499'THE GUARD RAIL OF A CONCRETE CULVERT.
 GA3499'IT IS A STANDARD DISK CEMENTED
 GA3499'IN THE TOP OF THE GUARD RAIL WHICH IS ABOUT 6 INCHES
 GA3499'HIGHER THAN THE
 GA3499'ROAD SURFACE, AND IT IS STAMPED DEVILS NOSE 1941.
 GA3499'
 GA3499'TO REACH FROM THE POST OFFICE IN ROGERSVILLE, GO EASTERLY AND
 GA3499'NORTHEASTERLY ON
 GA3499'U.S.  HIGHWAY 11 W FOR 2.0 MILES AND TURN LEFT ONTO
 GA3499'STATE HIGHWAY 70, THENCE NORTHERLY
 GA3499'1.3 MILES AND TURN LEFT.  THIS
 GA3499'TURN IS ABOUT 100 YARDS PAST THE AZIMUTH MARK.
 GA3499'THENCE, GO WESTERLY
 GA3499'1.2 MILES AND TURN RIGHT ONTO A FIELD ROAD, THENCE NORTHERLY 0.15
 GA3499'MILE AND PASS
 GA3499'THROUGH A WIRE GATE AND TAKE THE LEFT FORK, THENCE
 GA3499'ALONG THE MAIN CONTINUOUS FARM
 GA3499'ENTRANCE ROAD ABOUT 0.8 MILE TO A FARM
 GA3499'AND THE END OF TRUCK TRAVEL.  CONTINUE AFOOT UP
 GA3499'STEEP SLOPE TO THE
 GA3499'TOP OF THE RIDGE AND TURN RIGHT, THENCE EASTERLY ALONG THE RIDGE
 GA3499'TO THE HIGHEST
 GA3499'LITTLE PEAK AND THE STATION.  THE CLIMB WITH PACKS
 GA3499'REQUIRED ABOUT AN HOUR.
 GA3499'
 GA3499'LIGHTS ELEVATED 87 FEET AT HAWKINS COUNTY MILESTONE, 10 FEET AT
 GA3499'BUNKER HILL, AND 4
 GA3499'FEET AT HIGH SPUR, SHORT, AND ROGERSVILLE WERE
 GA3499'VISIBLE FROM THE GROUND AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1575 ***********************************************************************
 GB1575  DESIGNATION -  DEW
 GB1575  PID         -  GB1575
 GB1575  STATE/COUNTY-  TN/CLAY
 GB1575  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1575
 GB1575                         *CURRENT SURVEY CONTROL
 GB1575  ___________________________________________________________________
 GB1575* NAD 83(1995)-  36 33 38.45577(N)    085 26 39.32247(W)     ADJUSTED  
 GB1575* NAVD 88     -       308.917  (meters)    1013.51   (feet)  ADJUSTED  
 GB1575  ___________________________________________________________________
 GB1575  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GB1575  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1575  DYNAMIC HT  -         308.652 (meters)    1012.64  (feet)  COMP
 GB1575  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GB1575
 GB1575  HORZ ORDER  -  SECOND
 GB1575  VERT ORDER  -  SECOND    CLASS 0
 GB1575
 GB1575.The horizontal coordinates were established by classical geodetic methods
 GB1575.and adjusted by the National Geodetic Survey in April 1999..
 GB1575
 GB1575.The orthometric height was determined by differential leveling
 GB1575.and adjusted by the National Geodetic Survey in June 1991..
 GB1575
 GB1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1575
 GB1575.The geoid height was determined by GEOID03.
 GB1575
 GB1575.The dynamic height is computed by dividing the NAVD 88
 GB1575.geopotential number by the normal gravity value computed on the
 GB1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1575.degrees latitude (g = 980.6199 gals.).
 GB1575
 GB1575.The modeled gravity was interpolated from observed gravity values.
 GB1575
 GB1575;                    North         East     Units Scale Factor Converg.
 GB1575;SPC TN       -   247,271.275   649,751.977   MT  1.00002871   +0 19 31.3
 GB1575;SPC TN       -   811,255.84  2,131,727.94   sFT  1.00002871   +0 19 31.3
 GB1575;SPC KY1Z     - 1,025,278.518 1,527,375.025   MT  1.00016598   +0 11 15.8
 GB1575;SPC KY1Z     - 3,363,767.94  5,011,062.89   sFT  1.00016598   +0 11 15.8
 GB1575;SPC KY S     -   525,274.216   527,371.463   MT  1.00003582   +0 11 07.5
 GB1575;SPC KY S     - 1,723,337.16  1,730,217.87   sFT  1.00003582   +0 11 07.5
 GB1575;UTM  16      - 4,047,265.278   639,221.264   MT  0.99983880   +0 55 36.7
 GB1575
 GB1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1575!SPC TN       -   0.99995631  x   1.00002871  =   0.99998502
 GB1575!SPC KY1Z     -   0.99995631  x   1.00016598  =   1.00012228
 GB1575!SPC KY S     -   0.99995631  x   1.00003582  =   0.99999213
 GB1575!UTM  16      -   0.99995631  x   0.99983880  =   0.99979512
 GB1575
 GB1575|---------------------------------------------------------------------|
 GB1575| PID    Reference Object                     Distance      Geod. Az  |
 GB1575|                                                           dddmmss.s |
 GB1575| GB1576 DEW RM 1                             14.335 METERS 15726     |
 GB1575| GB1577 DEW AZ MK                                          1832723.4 |
 GB1575| GB1583 DALE                                APPROX. 2.4 KM 2240226.8 |
 GB1575| GB1574 DEW RM 2                             12.802 METERS 34253     |
 GB1575|---------------------------------------------------------------------|
 GB1575
 GB1575                          SUPERSEDED SURVEY CONTROL
 GB1575
 GB1575  NAD 83(1995)-  36 33 38.45621(N)    085 26 39.32291(W) AD(       ) 2
 GB1575  NAD 83(1995)-  36 33 38.46540(N)    085 26 39.32727(W) AD(       ) 2
 GB1575  NAD 83(1986)-  36 33 38.46642(N)    085 26 39.32720(W) AD(       ) 2
 GB1575  NAD 27      -  36 33 38.24333(N)    085 26 39.44605(W) AD(       ) 2
 GB1575  NGVD 29 (??/??/92)  309.022  (m)         1013.85   (f) ADJ UNCH    2 0
 GB1575
 GB1575.Superseded values are not recommended for survey control.
 GB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1575.See file dsdata.txt to determine how the superseded data were derived.
 GB1575
 GB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3922147265(NAD 83)
 GB1575_MARKER: DE = TRAVERSE STATION DISK
 GB1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1575_STAMPING: DEW 1966
 GB1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1575+STABILITY: SURFACE MOTION
 GB1575
 GB1575  HISTORY     - Date     Condition        Report By
 GB1575  HISTORY     - 1966     MONUMENTED       TNHD
 GB1575  HISTORY     - 1966     GOOD             TNHD
 GB1575
 GB1575                          STATION DESCRIPTION
 GB1575
 GB1575'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1575'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE
 GB1575'KENTUCKY-TENNESSEE STATE LINE AND ABOUT 3-1/2 MILES NORTHEAST OF
 GB1575'CELINA.
 GB1575'
 GB1575'TO REACH THE STATION FROM THE EAST END OF OBEY RIVER BRIDGE, EAST OF
 GB1575'CELINA, GO NORTHEAST ON STATE ROUTE 53 FOR 4.35 MILES TO THE
 GB1575'AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO THE
 GB1575'STATION ON THE RIGHT.
 GB1575'
 GB1575'THE STATION IS 72 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB1575'GRAVELED DRIVE, 30 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1575'ROUTE 53 AND 8.1 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 GB1575'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1575'DEPARTMENT DISKS AND THE DISKS ARE STAMPED DEW 1966.  THE UNDERGROUND
 GB1575'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GB1575'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1575'
 GB1575'REFERENCE MARK NO. 1 IS 56 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB1575'OF THE GRAVELED DRIVE AND 43 FEET NORTHEAST OF THE APPROXIMATE
 GB1575'CENTER OF STATE ROUTE 53.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB1575'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1575'CONCRETE MONUMENT AND THE DISK IS STAMPED DEW RM-1 1966.
 GB1575'
 GB1575'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB1575'OF STATE ROUTE 53 AND ABOUT 5 FEET ABOVE THE SURFACE OF THE
 GB1575'ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1575'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB1575'IS STAMPED DEW RM-2 1966.
 GB1575'
 GB1575'THE AZIMUTH MARK IS 29 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1575'ROUTE 53 AND 3.6 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GB1575'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GB1575'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1575'DEW AZI 1966.
 GB1575'
 GB1575'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1575'
 GB1575'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1575
 GB1575                          STATION RECOVERY (1966)
 GB1575
 GB1575'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1575'3.5 MI NE FROM CELINA.
 GB1575'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1575'CELINA GO EAST ON STATE ROUTE 52 FOR ONE BLOCK TO THE JUNCTION
 GB1575'OF STATE ROUTES 52 AND 53, CONTINUE EASTERLY ON STATE ROUTE 53
 GB1575'FOR 5.9 MILES TO THE MARK ON THE RIGHT, 72 FEET NORTHEAST OF THE
 GB1575'APPROXIMATE CENTER OF A GRAVELED DRIVE, 30 FEET EAST OF THE
 GB1575'APPROXIMATE CENTER OF STATE ROUTE 53 AND 8.1 FEET EAST OF A
 GB1575'METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF
 GB1575'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1577 ***********************************************************************
 GB1577  DESIGNATION -  DEW AZ MK
 GB1577  PID         -  GB1577
 GB1577  STATE/COUNTY-  TN/CLAY
 GB1577  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1577
 GB1577                         *CURRENT SURVEY CONTROL
 GB1577  ___________________________________________________________________
 GB1577* NAD 83(1986)-  36 33 32.     (N)    085 26 39.     (W)     SCALED    
 GB1577* NAVD 88     -       296.015  (meters)     971.18   (feet)  ADJUSTED  
 GB1577  ___________________________________________________________________
 GB1577  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1577  DYNAMIC HT  -         295.760 (meters)     970.34  (feet)  COMP
 GB1577  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GB1577
 GB1577  VERT ORDER  -  SECOND    CLASS 0
 GB1577
 GB1577.The horizontal coordinates were scaled from a topographic map and have
 GB1577.an estimated accuracy of +/- 6 seconds.
 GB1577
 GB1577.The orthometric height was determined by differential leveling
 GB1577.and adjusted by the National Geodetic Survey in June 1991..
 GB1577
 GB1577.The geoid height was determined by GEOID03.
 GB1577
 GB1577.The dynamic height is computed by dividing the NAVD 88
 GB1577.geopotential number by the normal gravity value computed on the
 GB1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1577.degrees latitude (g = 980.6199 gals.).
 GB1577
 GB1577.The modeled gravity was interpolated from observed gravity values.
 GB1577
 GB1577;                    North         East    Units  Estimated Accuracy
 GB1577;SPC TN       -   247,070.      649,760.      MT  (+/- 180 meters Scaled)
 GB1577
 GB1577                          SUPERSEDED SURVEY CONTROL
 GB1577
 GB1577  NGVD 29 (??/??/??)  296.17   (m)          971.7    (f) RESET       3  
 GB1577
 GB1577.Superseded values are not recommended for survey control.
 GB1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1577.See file dsdata.txt to determine how the superseded data were derived.
 GB1577
 GB1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF392470(NAD 83)
 GB1577_MARKER: DR = REFERENCE MARK DISK
 GB1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1577_STAMPING: DEW AZI 1966
 GB1577_MARK LOGO: TNHD  
 GB1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1577+STABILITY: SURFACE MOTION
 GB1577
 GB1577  HISTORY     - Date     Condition        Report By
 GB1577  HISTORY     - 1966     MONUMENTED       TNHD
 GB1577
 GB1577                          STATION DESCRIPTION
 GB1577
 GB1577'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1577'3.5 MI NE FROM CELINA.
 GB1577'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1577'CELINA, GO EAST ON STATE ROUTE 52 FOR ONE BLOCK TO THE JUNCTION
 GB1577'OF STATE ROUTE 52 AND 53, CONTINUE EASTERLY ON STATE ROUTE 53
 GB1577'FOR 5.8 MILES TO THE MARK ON THE RIGHT, 29 FEET EAST OF THE
 GB1577'APPROXIMATE CENTER OF STATE ROUTE 53 AND 3.6 FEET NORTHWEST OF
 GB1577'A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 GB1577'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1576 ***********************************************************************
 GB1576  DESIGNATION -  DEW RM 1
 GB1576  PID         -  GB1576
 GB1576  STATE/COUNTY-  TN/CLAY
 GB1576  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1576
 GB1576                         *CURRENT SURVEY CONTROL
 GB1576  ___________________________________________________________________
 GB1576* NAD 83(1986)-  36 33 38.     (N)    085 26 39.     (W)     SCALED    
 GB1576* NAVD 88     -       308.002  (meters)    1010.50   (feet)  ADJUSTED  
 GB1576  ___________________________________________________________________
 GB1576  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1576  DYNAMIC HT  -         307.737 (meters)    1009.63  (feet)  COMP
 GB1576  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GB1576
 GB1576  VERT ORDER  -  SECOND    CLASS 0
 GB1576
 GB1576.The horizontal coordinates were scaled from a topographic map and have
 GB1576.an estimated accuracy of +/- 6 seconds.
 GB1576
 GB1576.The orthometric height was determined by differential leveling
 GB1576.and adjusted by the National Geodetic Survey in June 1991..
 GB1576
 GB1576.The geoid height was determined by GEOID03.
 GB1576
 GB1576.The dynamic height is computed by dividing the NAVD 88
 GB1576.geopotential number by the normal gravity value computed on the
 GB1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1576.degrees latitude (g = 980.6199 gals.).
 GB1576
 GB1576.The modeled gravity was interpolated from observed gravity values.
 GB1576
 GB1576;                    North         East    Units  Estimated Accuracy
 GB1576;SPC TN       -   247,260.      649,760.      MT  (+/- 180 meters Scaled)
 GB1576
 GB1576                          SUPERSEDED SURVEY CONTROL
 GB1576
 GB1576  NGVD 29 (??/??/92)  308.106  (m)         1010.84   (f) ADJ UNCH    2 0
 GB1576
 GB1576.Superseded values are not recommended for survey control.
 GB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1576.See file dsdata.txt to determine how the superseded data were derived.
 GB1576
 GB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF392472(NAD 83)
 GB1576_MARKER: DR = REFERENCE MARK DISK
 GB1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1576_STAMPING: DEW RM-1 1966
 GB1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1576+STABILITY: SURFACE MOTION
 GB1576
 GB1576  HISTORY     - Date     Condition        Report By
 GB1576  HISTORY     - 1966     MONUMENTED       TNHD
 GB1576
 GB1576                          STATION DESCRIPTION
 GB1576
 GB1576'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1576'3.5 MI NE FROM CELINA.
 GB1576'AT THE DEW 1966 STATION SITE, 56 FEET NORTHEAST OF THE APPROXIMATE
 GB1576'CENTER OF A GRAVELED DRIVE, 47.04 FEET SOUTHEAST OF THE
 GB1576'STATION MARK AND 43 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB1576'STATE ROUTE 53.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1576'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1574 ***********************************************************************
 GB1574  DESIGNATION -  DEW RM 2
 GB1574  PID         -  GB1574
 GB1574  STATE/COUNTY-  TN/CLAY
 GB1574  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1574
 GB1574                         *CURRENT SURVEY CONTROL
 GB1574  ___________________________________________________________________
 GB1574* NAD 83(1986)-  36 33 38.     (N)    085 26 39.     (W)     SCALED    
 GB1574* NAVD 88     -       310.155  (meters)    1017.57   (feet)  ADJUSTED  
 GB1574  ___________________________________________________________________
 GB1574  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1574  DYNAMIC HT  -         309.888 (meters)    1016.69  (feet)  COMP
 GB1574  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GB1574
 GB1574  VERT ORDER  -  SECOND    CLASS 0
 GB1574
 GB1574.The horizontal coordinates were scaled from a topographic map and have
 GB1574.an estimated accuracy of +/- 6 seconds.
 GB1574
 GB1574.The orthometric height was determined by differential leveling
 GB1574.and adjusted by the National Geodetic Survey in June 1991..
 GB1574
 GB1574.The geoid height was determined by GEOID03.
 GB1574
 GB1574.The dynamic height is computed by dividing the NAVD 88
 GB1574.geopotential number by the normal gravity value computed on the
 GB1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1574.degrees latitude (g = 980.6199 gals.).
 GB1574
 GB1574.The modeled gravity was interpolated from observed gravity values.
 GB1574
 GB1574;                    North         East    Units  Estimated Accuracy
 GB1574;SPC TN       -   247,260.      649,760.      MT  (+/- 180 meters Scaled)
 GB1574
 GB1574                          SUPERSEDED SURVEY CONTROL
 GB1574
 GB1574  NGVD 29 (??/??/92)  310.259  (m)         1017.91   (f) ADJ UNCH    2 0
 GB1574
 GB1574.Superseded values are not recommended for survey control.
 GB1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1574.See file dsdata.txt to determine how the superseded data were derived.
 GB1574
 GB1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF392472(NAD 83)
 GB1574_MARKER: DR = REFERENCE MARK DISK
 GB1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1574_STAMPING: DEW RM-2 1966
 GB1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1574+STABILITY: SURFACE MOTION
 GB1574
 GB1574  HISTORY     - Date     Condition        Report By
 GB1574  HISTORY     - 1966     MONUMENTED       TNHD
 GB1574
 GB1574                          STATION DESCRIPTION
 GB1574
 GB1574'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1574'3.5 MI NE FROM CELINA.
 GB1574'AT THE DEW 1966 STATION SITE, 42.00 FEET NORTH OF THE STATION
 GB1574'MARK, 41 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 GB1574'ROUTE 53 AND ABOUT 5 FEET HIGHER THAN THE LEVEL OF THE PAVEMENT.
 GB1574'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1574'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2584 ***********************************************************************
 GC2584  DESIGNATION -  DICKHUM
 GC2584  PID         -  GC2584
 GC2584  STATE/COUNTY-  TN/HUMPHREYS
 GC2584  USGS QUAD   -  RUSKIN (1981)
 GC2584
 GC2584                         *CURRENT SURVEY CONTROL
 GC2584  ___________________________________________________________________
 GC2584* NAD 83(1995)-  36 08 14.79283(N)    087 33 07.19816(W)     ADJUSTED  
 GC2584* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 GC2584  ___________________________________________________________________
 GC2584  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GC2584  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC2584
 GC2584  HORZ ORDER  -  SECOND
 GC2584
 GC2584.The horizontal coordinates were established by classical geodetic methods
 GC2584.and adjusted by the National Geodetic Survey in April 1999..
 GC2584
 GC2584.The orthometric height was scaled from a topographic map.
 GC2584
 GC2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2584
 GC2584.The geoid height was determined by GEOID03.
 GC2584
 GC2584;                    North         East     Units Scale Factor Converg.
 GC2584;SPC TN       -   201,272.990   460,320.329   MT  0.99996238   -0 54 31.0
 GC2584;SPC TN       -   660,343.13  1,510,234.28   sFT  0.99996238   -0 54 31.0
 GC2584;UTM  16      - 3,999,334.092   450,335.832   MT  0.99963039   -0 19 31.9
 GC2584
 GC2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2584!SPC TN       -   0.99996200  x   0.99996238  =   0.99992438
 GC2584!UTM  16      -   0.99996200  x   0.99963039  =   0.99959240
 GC2584
 GC2584|---------------------------------------------------------------------|
 GC2584| PID    Reference Object                     Distance      Geod. Az  |
 GC2584|                                                           dddmmss.s |
 GC2584| CG5241 DICKHUM RM 1                         44.559 METERS 07236     |
 GC2584| CG5242 DICKHUM RM 2                         53.087 METERS 30113     |
 GC2584| CG5240 DICKHUM AZ MK                                      3131029.6 |
 GC2584|---------------------------------------------------------------------|
 GC2584
 GC2584                          SUPERSEDED SURVEY CONTROL
 GC2584
 GC2584  NAD 83(1995)-  36 08 14.79438(N)    087 33 07.20126(W) AD(       ) 2
 GC2584  NAD 83(1995)-  36 08 14.79563(N)    087 33 07.20219(W) AD(       ) 2
 GC2584  NAD 83(1986)-  36 08 14.80284(N)    087 33 07.20028(W) AD(       ) 2
 GC2584  NAD 27      -  36 08 14.58800(N)    087 33 07.14700(W) AD(       ) 2
 GC2584
 GC2584.Superseded values are not recommended for survey control.
 GC2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2584.See file dsdata.txt to determine how the superseded data were derived.
 GC2584
 GC2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5033699334(NAD 83)
 GC2584_MARKER: DS = TRIANGULATION STATION DISK
 GC2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2584
 GC2584  HISTORY     - Date     Condition        Report By
 GC2584  HISTORY     - 1934     MONUMENTED       CGS
 GC2584  HISTORY     - 1953     GOOD             CGS
 GC2584  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC2584  HISTORY     - 1975     MARK NOT FOUND   NGS
 GC2584
 GC2584                          STATION DESCRIPTION
 GC2584
 GC2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2584'NEAR DICKSON-HUMPHREYS COUNTY LINE, ABOUT 5 MILES EAST-NORTHEAST OF
 GC2584'MCEWEN, 3-1/2 MILES NORTH-NORTHWEST OF TENNESSEE CITY, ON
 GC2584'RIGHT-OF-WAY OF STATE ROUTE 1, IN CLEARED AREA SOUTH OF COUNTY-LINE
 GC2584'SIGN, 34 FEET SOUTH OF CENTER LINE OF ROUTE 1, AND 76.1 FEET
 GC2584'SOUTH OF 20-INCH LONE BLACK-OAK TREE.  TO REACH FROM JUNCTION OF
 GC2584'STATE ROUTE 48 AND U.S. ROUTE 70 AT DICKSON, GO WEST 0.9 MILE ON U.S.
 GC2584'ROUTE 70, TURN RIGHT ONTO ASPHALT ROAD (STATE ROUTE 1) AT WEST END
 GC2584'SERVICE STATION AND FOLLOW IT 11.5 MILES TO DICKSON-HUMPHREYS COUNTY
 GC2584'LINE AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2584'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GC2584'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 GC2584'IN SMALL ORCHARD, 2 FEET WEST OF FENCE CORNER, 25 FEET NORTH OF
 GC2584'CENTER LINE OF ROUTE 1, AND 146.19 FEET FROM STATION.
 GC2584'NO. 2 IS AT EDGE OF CULTIVATED FIELD, 23 FEET NORTH OF
 GC2584'CENTER LINE OF ROUTE 1, 174.17 FEET FROM STATION.
 GC2584'AZIMUTH MARK IS IN CLEARED FIELD, 18 FEET NORTH OF CENTER
 GC2584'LINE OF FARM ROAD, 135 FEET WEST OF LONE 10-INCH HICKORY TREE,
 GC2584'ABOUT 100 FEET SOUTH OF WOODS, AND 0.4 MILE FROM STATION.
 GC2584'TENNESSEE CITY, FIRE LOOKOUT TOWER,
 GC2584'IS 2.9 MILES FROM STATION.
 GC2584
 GC2584                          STATION RECOVERY (1953)
 GC2584
 GC2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2584'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2584'GOOD CONDITION.  THE DISTANCE AND THE DIRECTION TO ALL MARKS
 GC2584'CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2584'
 GC2584'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MC EWEN AND IS ON
 GC2584'ROAD RIGHT-OF-WAY.  IT IS 57 FEET SOUTHWEST OF THE INTERSECTION OF
 GC2584'A GRAVEL T ROAD, 16 FEET NORTH OF A THREE FORKED LOCUST TREE AND 5
 GC2584'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GC2584'8 INCHES AND THE DISK IS STAMPED DICKHUM 1934.
 GC2584'
 GC2584'REFERENCE MARK NO. 1 IS 146.19 FEET NORTHEAST OF THE STATION AND 25
 GC2584'FEET NORTH OF CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 8
 GC2584'INCHES AND THE DISK IS STAMPED DICKHUM NO 1 1934.
 GC2584'
 GC2584'REFERENCE MARK NO. 2 IS 174.17 FEET NORTHWEST OF THE STATION, 20 FEET
 GC2584'NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A FENCE
 GC2584'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GC2584'DICKHUM NO 2 1934.
 GC2584'
 GC2584'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION, 20
 GC2584'FEET WEST OF THE CENTER OF A DIRT ROAD AND 6 FEET WEST OF A WHITE
 GC2584'WITNESS POST AND A FENCE LINE.  THE MARK PROJECTS ABOUT 12 INCHES AND
 GC2584'THE DISK IS STAMPED DICKHUM AZI 1934.
 GC2584'
 GC2584'TO REACH THE STATION FROM THE INTERSECTION OF A RAILROAD CROSSING AND
 GC2584'A PAVED STREET WHICH IS ABOUT 300 FEET WEST OF THE RAILROAD DEPOT
 GC2584'IN MC EWEN, GO NORTH ON PAVED STREET FOR 0.1 MILE TO A PAVED
 GC2584'CROSSSTREET, TURN RIGHT AND GO EAST ON PAVED AND GRAVEL ROAD FOR
 GC2584'1.25 MILES TO A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO
 GC2584'2.0 MILES TO A Y INTERSECTION, TURN RIGHT AND GO 2.45
 GC2584'MILES TO A SIDE ROAD LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2584'
 GC2584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON GRAVEL
 GC2584'ROAD FOR 0.2 MILE TO A REVERSE Y, TURN LEFT ON DIRT ROAD FOR 0.1
 GC2584'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2584'
 GC2584'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
 GC2584
 GC2584                          STATION RECOVERY (1972)
 GC2584
 GC2584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JE)
 GC2584'DICKHUM STATION MARK NOT FOUND.
 GC2584'
 GC2584'RM-MARK NO. 1 - NOT FOUND.
 GC2584'RM.-MARK NO. 2 - NOT FOUND.
 GC2584'
 GC2584'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 5.0 MI. EAST-NORTHEAST
 GC2584'OF MCEWEN.
 GC2584
 GC2584                          STATION RECOVERY (1975)
 GC2584
 GC2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2584'A SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  THE ROAD HAS
 GC2584'BEEN WIDENED AND IT IS ASSUMED THAT BOTH REFERENCE MARKS WERE
 GC2584'DESTROYED BY GRADING.  IT IS POSSIBLE THAT THE UNDERGROUND STATION
 GC2584'MARK MAY STILL BE IN PLACE BUT THE SITE IS COVERED BY POISON IVY
 GC2584'AND THERE WAS BUT 1 REFERENCE POINT LEFT.
 GC2584'
 GC2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2584'NORTHEAST OF MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2737 ***********************************************************************
 GC2737  DESIGNATION -  DICKPORT
 GC2737  PID         -  GC2737
 GC2737  STATE/COUNTY-  TN/DICKSON
 GC2737  USGS QUAD   -  VANLEER (1983)
 GC2737
 GC2737                         *CURRENT SURVEY CONTROL
 GC2737  ___________________________________________________________________
 GC2737* NAD 83(1995)-  36 07 43.13333(N)    087 25 49.01984(W)     ADJUSTED  
 GC2737* NAVD 88     -       263.2    (meters)     864.     (feet)  VERTCON   
 GC2737  ___________________________________________________________________
 GC2737  X           -     231,249.185 (meters)                     COMP
 GC2737  Y           -  -5,152,597.986 (meters)                     COMP
 GC2737  Z           -   3,739,869.029 (meters)                     COMP
 GC2737  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2737  ELLIP HEIGHT-         234.41  (meters)          (04/12/99) GPS OBS
 GC2737  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC2737
 GC2737  HORZ ORDER  -  THIRD
 GC2737  ELLP ORDER  -  FOURTH    CLASS I
 GC2737
 GC2737.This mark is at Dickson Airport (M02)
 GC2737
 GC2737.The horizontal coordinates were established by GPS observations
 GC2737.and adjusted by the National Geodetic Survey in April 1999..
 GC2737
 GC2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2737
 GC2737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2737
 GC2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2737
 GC2737.The ellipsoidal height was determined by GPS observations
 GC2737.and is referenced to NAD 83.
 GC2737
 GC2737.The geoid height was determined by GEOID03.
 GC2737
 GC2737;                    North         East     Units Scale Factor Converg.
 GC2737;SPC TN       -   200,130.397   471,259.691   MT  0.99996158   -0 50 14.4
 GC2737;SPC TN       -   656,594.48  1,546,124.50   sFT  0.99996158   -0 50 14.4
 GC2737;UTM  16      - 3,998,303.284   461,282.562   MT  0.99961847   -0 15 13.3
 GC2737
 GC2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2737!SPC TN       -   0.99996321  x   0.99996158  =   0.99992479
 GC2737!UTM  16      -   0.99996321  x   0.99961847  =   0.99958170
 GC2737
 GC2737                          SUPERSEDED SURVEY CONTROL
 GC2737
 GC2737  NAD 83(1995)-  36 07 43.13443(N)    087 25 49.02267(W) AD(       ) 3
 GC2737  NAD 83(1995)-  36 07 43.13443(N)    087 25 49.02267(W) AD(       ) 3
 GC2737  NGVD 29 (09/17/90)  263.2    (m)          864.     (f) GPS OBS        
 GC2737
 GC2737.Superseded values are not recommended for survey control.
 GC2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2737.See file dsdata.txt to determine how the superseded data were derived.
 GC2737
 GC2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6128398303(NAD 83)
 GC2737_MARKER: I = METAL ROD
 GC2737_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2737_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2737+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 GC2737
 GC2737  HISTORY     - Date     Condition        Report By
 GC2737  HISTORY     - 1987     MONUMENTED       NGS
 GC2737  HISTORY     - 19890518 GOOD
 GC2737
 GC2737                          STATION DESCRIPTION
 GC2737
 GC2737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2737'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 46 NORTH AND US HIGHWAY
 GC2737'70 WEST BY PASS FROM THE JUNCTION OF STATE HIGHWAY 70 BY PASS AND
 GC2737'HARDEES RESTAURANT IN DICKSON, TO THE JUNCTION OF STATE HIGHWAY
 GC2737'46, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 235 TO THE JUNCTION
 GC2737'OF ENTRANCE ROAD TO AIRPORT, THENCE 0.05 MILE EAST ALONG ENTRANCE
 GC2737'ROAD TO THE OFFICE OF THE DICKSON MUNICIPAL AIRPORT, CONTINUE
 GC2737'EASTERLY ACROSS TAXI APRON AND FIELD FOR 0.10 MILE TO MARK NEAR A
 GC2737'WIND SOCK, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 23.0 FEET TO
 GC2737'REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 GC2737'1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND
 GC2737'---STAMPED DICKPORT 1987, 1 INCH BELOW GROUND, WITH A RAILROAD SPIKE
 GC2737'IN CONCRETE, 190. 5 FEET NORTHEAST OF A STEEL POLE FOR A WIND SOCK,
 GC2737'266.0 FEET SOUTHWEST OF A CONCRETE CULVERT WITH HEAD WALL, 58.0 FEET
 GC2737'SOUTHWEST OF SOUTHWEST EDGE OF RUNWAY, AND 1.0 FOOT SOUTH OF A
 GC2737'FIBERGLASS WITNESS POST.
 GC2737'
 GC2737'NOTE-- NOTIFY ARNOLD AND CHARLENE BLANKENSHIP (OWNERS) AT
 GC2737'615 446 5962 BEFORE WORKING ON AIRPORT.
 GC2737
 GC2737                          STATION RECOVERY (1989)
 GC2737
 GC2737'RECOVERED 1989
 GC2737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2738 ***********************************************************************
 GC2738  DESIGNATION -  DICKPORT AZ MK
 GC2738  PID         -  GC2738
 GC2738  STATE/COUNTY-  TN/DICKSON
 GC2738  USGS QUAD   -  VANLEER (1983)
 GC2738
 GC2738                         *CURRENT SURVEY CONTROL
 GC2738  ___________________________________________________________________
 GC2738* NAD 83(1995)-  36 08 05.15334(N)    087 25 52.53281(W)     ADJUSTED  
 GC2738* NAVD 88     -       271.4    (meters)     890.     (feet)  VERTCON   
 GC2738  ___________________________________________________________________
 GC2738  X           -     231,143.787 (meters)                     COMP
 GC2738  Y           -  -5,152,208.687 (meters)                     COMP
 GC2738  Z           -   3,740,422.028 (meters)                     COMP
 GC2738  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2738  ELLIP HEIGHT-         242.56  (meters)          (04/12/99) GPS OBS
 GC2738  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC2738
 GC2738  HORZ ORDER  -  THIRD
 GC2738  ELLP ORDER  -  FOURTH    CLASS I
 GC2738
 GC2738.This mark is at Dickson Airport (M02)
 GC2738
 GC2738.The horizontal coordinates were established by GPS observations
 GC2738.and adjusted by the National Geodetic Survey in April 1999..
 GC2738
 GC2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2738
 GC2738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2738
 GC2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2738
 GC2738.The ellipsoidal height was determined by GPS observations
 GC2738.and is referenced to NAD 83.
 GC2738
 GC2738.The geoid height was determined by GEOID03.
 GC2738
 GC2738;                    North         East     Units Scale Factor Converg.
 GC2738;SPC TN       -   200,810.298   471,181.788   MT  0.99996213   -0 50 16.5
 GC2738;SPC TN       -   658,825.12  1,545,868.92   sFT  0.99996213   -0 50 16.5
 GC2738;UTM  16      - 3,998,982.123   461,197.767   MT  0.99961855   -0 15 15.5
 GC2738
 GC2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2738!SPC TN       -   0.99996193  x   0.99996213  =   0.99992406
 GC2738!UTM  16      -   0.99996193  x   0.99961855  =   0.99958050
 GC2738
 GC2738                          SUPERSEDED SURVEY CONTROL
 GC2738
 GC2738  NAD 83(1995)-  36 08 05.15444(N)    087 25 52.53565(W) AD(       ) 3
 GC2738  NAD 83(1995)-  36 08 05.15444(N)    087 25 52.53565(W) AD(       ) 3
 GC2738  NGVD 29 (09/17/90)  271.4    (m)          890.     (f) GPS OBS        
 GC2738
 GC2738.Superseded values are not recommended for survey control.
 GC2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2738.See file dsdata.txt to determine how the superseded data were derived.
 GC2738
 GC2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6119898982(NAD 83)
 GC2738_MARKER: I = METAL ROD
 GC2738_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2738_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2738+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 GC2738
 GC2738  HISTORY     - Date     Condition        Report By
 GC2738  HISTORY     - 1987     MONUMENTED       NGS
 GC2738  HISTORY     - 19890518 GOOD
 GC2738
 GC2738                          STATION DESCRIPTION
 GC2738
 GC2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2738'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 46 NORTH AND US HIGHWAY 70
 GC2738'WEST BY PASS FROM THE JUNCTION OF STATE HIGHWAY 46, US HIGHWAY 70 BY
 GC2738'PASS AND HARDEES RESTAURANT IN DICKSON, TO THE JUNCTION OF STATE
 GC2738'HIGHWAY 46, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 46 TO THE
 GC2738'JUNCTION OF ENTRANCE ROAD TO AIRPORT, THENCE NORTH ALONG STATE HIGHWAY
 GC2738'5 TO THE JUNCTION OF ENTRANCE ROAD TO AIRPORT, THENCE 0.05 MILE23*
 GC2738'EAST ALONG ENTRANCE ROAD TO THE OFFICE OF THE DICKSON MUNICIPAL
 GC2738'AIRPORT THENCE 0.20 MILE NORTHEAST ALONG TAXIWAY TO THE JUNCTION
 GC2738'OF THE RUNWAY, THENCE 0.25 MILE NORTH ALONG WEST SIDE OF RUNWAY
 GC2738'END OF RUNWAY AND MARK, A 3-D MARK, A STAINLESS STEEL ROD DRIVE
 GC2738'11.0 FEET TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 GC2738'GREASED FILE 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH A
 GC2738'LOGO CAP AND ---STAMPED DICKPORT AZ MK 1987, I INCH BELOW GROUND,
 GC2738'WITH A RAILROAD SPIKE IN CONCRETE, 30.5 FEET WEST OF THE MOST WESTERLY
 GC2738'ONE OF FOUR RUNWAY LIGHTS ON WEST SIDE OF RUNWAY 40.0 FEET SOUTHWEST
 GC2738'OF SOUTHWEST EDGE OF EXTENDED RUNWAY, 38.3 FEET NORTHWEST CORNER OF
 GC2738'A CONCRETE BASE WITH A PIPE IN THE MIDDLE, 42.0 FEET NORTHWEST OF
 GC2738'NORTHWEST CORNER OF RUNWAY, AND 1.5 FEET SOUTH OF A FIBERGLASS
 GC2738'WITNESS POST.
 GC2738
 GC2738                          STATION RECOVERY (1989)
 GC2738
 GC2738'RECOVERED 1989
 GC2738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0451 ***********************************************************************
 FD0451  DESIGNATION -  DICKSON
 FD0451  PID         -  FD0451
 FD0451  STATE/COUNTY-  TN/GILES
 FD0451  USGS QUAD   -  ELKTON (1982)
 FD0451
 FD0451                         *CURRENT SURVEY CONTROL
 FD0451  ___________________________________________________________________
 FD0451* NAD 83(1995)-  35 02 32.37499(N)    086 52 39.55345(W)     ADJUSTED  
 FD0451* NAVD 88     -       216.221  (meters)     709.39   (feet)  ADJUSTED  
 FD0451  ___________________________________________________________________
 FD0451  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FD0451  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0451  DYNAMIC HT  -         216.019 (meters)     708.72  (feet)  COMP
 FD0451  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0451
 FD0451  HORZ ORDER  -  SECOND
 FD0451  VERT ORDER  -  SECOND    CLASS 0
 FD0451
 FD0451.The horizontal coordinates were established by classical geodetic methods
 FD0451.and adjusted by the National Geodetic Survey in April 1999..
 FD0451
 FD0451.The orthometric height was determined by differential leveling
 FD0451.and adjusted by the National Geodetic Survey in June 1991..
 FD0451
 FD0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0451
 FD0451.The geoid height was determined by GEOID03.
 FD0451
 FD0451.The dynamic height is computed by dividing the NAVD 88
 FD0451.geopotential number by the normal gravity value computed on the
 FD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0451.degrees latitude (g = 980.6199 gals.).
 FD0451
 FD0451.The modeled gravity was interpolated from observed gravity values.
 FD0451
 FD0451;                    North         East     Units Scale Factor Converg.
 FD0451;SPC TN       -    79,023.158   519,919.494   MT  1.00004314   -0 30 49.7
 FD0451;SPC TN       -   259,261.81  1,705,769.21   sFT  1.00004314   -0 30 49.7
 FD0451;UTM  16      - 3,877,743.757   511,158.550   MT  0.99960153   +0 04 12.9
 FD0451
 FD0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0451!SPC TN       -   0.99997040  x   1.00004314  =   1.00001354
 FD0451!UTM  16      -   0.99997040  x   0.99960153  =   0.99957194
 FD0451
 FD0451|---------------------------------------------------------------------|
 FD0451| PID    Reference Object                     Distance      Geod. Az  |
 FD0451|                                                           dddmmss.s |
 FD0451| FD0450 DICKSON RM 1                         10.878 METERS 11732     |
 FD0451| FD0452 DICKSON RM 2                          9.403 METERS 29654     |
 FD0451| FD0447 ELK                                 APPROX. 1.5 KM 3494405.8 |
 FD0451|---------------------------------------------------------------------|
 FD0451
 FD0451                          SUPERSEDED SURVEY CONTROL
 FD0451
 FD0451  NAD 83(1995)-  35 02 32.37604(N)    086 52 39.55351(W) AD(       ) 2
 FD0451  NAD 83(1995)-  35 02 32.37933(N)    086 52 39.55611(W) AD(       ) 2
 FD0451  NAD 83(1986)-  35 02 32.38249(N)    086 52 39.55497(W) AD(       ) 2
 FD0451  NAD 27      -  35 02 32.08550(N)    086 52 39.54550(W) AD(       ) 2
 FD0451  NGVD 29 (??/??/92)  216.189  (m)          709.28   (f) ADJ UNCH    2 0
 FD0451
 FD0451.Superseded values are not recommended for survey control.
 FD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0451.See file dsdata.txt to determine how the superseded data were derived.
 FD0451
 FD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1115977744(NAD 83)
 FD0451_MARKER: DE = TRAVERSE STATION DISK
 FD0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0451_STAMPING: DICKSON 1960
 FD0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0451+STABILITY: SURFACE MOTION
 FD0451
 FD0451  HISTORY     - Date     Condition        Report By
 FD0451  HISTORY     - 1960     MONUMENTED       CGS
 FD0451  HISTORY     - 1960     GOOD             CGS
 FD0451
 FD0451                          STATION DESCRIPTION
 FD0451
 FD0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0451'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF ARDMORE, 1 MILE
 FD0451'SOUTHEAST OF ELKTON, AT
 FD0451'THE NORTH END OF A CULTIVATED FIELD AND ON PROPERTY OWNED
 FD0451'BY MR O C GARDNER.
 FD0451'
 FD0451'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTH ON
 FD0451'PAVED ROAD FOR 0.3 MILE TO U
 FD0451'S HIGHWAY 31, TURN LEFT, SOUTH, FOR 0.2 MILE TO A
 FD0451'GRAVELED ROAD ON THE LEFT JUST
 FD0451'ACROSS THE ELK RIVER BRIDGE, TURN
 FD0451'LEFT, EAST, FOR 0.25 MILE TO A FORK, TURN RIGHT,
 FD0451'SOUTH, FOR 0.25 MILE
 FD0451'TO A CURVE IN THE MAIN ROAD AND TRACK ROAD STRAIGHT AHEAD, CONTINUE
 FD0451'STRAIGHT AHEAD,
 FD0451'SOUTH, FOR 0.1 MILE TO WIRE GATE, PASS THROUGH GATE
 FD0451'AND GO SOUTHERLY FOR 0.15 MILE TO
 FD0451'A WIRE FENCE AT THE TOP OF SADDLE
 FD0451'AND THE STATION ON THE RIGHT.
 FD0451'
 FD0451'STATION MARK IS 93 FEET WEST OF THE CENTER OF THE TRACK ROAD, 2.2
 FD0451'FEET NORTHEAST OF
 FD0451'THE WITNESS SIGN AND 1 FOOT NORTH OF THE WIRE FENCE.
 FD0451'THE MARK IS A STANDARD TRAVERSE
 FD0451'DISK SET IN THE TOP OF A CONCRETE
 FD0451'POST, SET FLUSH AND IS STAMPED DICKSON 1960.
 FD0451'
 FD0451'REFERENCE MARK NO 1 IS 56 FEET WEST OF THE CENTER OF THE TRACK ROAD
 FD0451'AND 1 FOOT NORTH OF THE
 FD0451'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP
 FD0451'OF A CONCRETE POST, SET FLUSH
 FD0451'AND IS STAMPED DICKSON NO 1 1960.
 FD0451'
 FD0451'REFERENCE MARK NO 2 IS 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK IS A
 FD0451'STANDARD DISK SET IN THE
 FD0451'TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 FD0451'DICKSON NO 2 1960.
 FD0451'
 FD0451'TRAVERSE STATION ELK WELL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0451'THEREOF.
 FD0451
 FD0451                          STATION RECOVERY (1960)
 FD0451
 FD0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0451'1.7 MI S FROM ELKTON.
 FD0451'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0451'STREET, THEN 0.9 MILE SOUTH ON U.S. HIGHWAY 31, THEN 0.4 MILE
 FD0451'EAST ON A PAVED AND GRAVEL ROAD, THEN ABOUT 0.1 MILE NORTH ON
 FD0451'A PRIVATE DRIVE TO A HOUSE, CONTINUE NORTH ON A TRACK ROAD PAST
 FD0451'THE HOUSE FOR ABOUT 0.2 MILE TO THE STATION SET ON THE EASTERN
 FD0451'SLOPE OF A HILL.  THE STATION MARK IS 93 FT. WEST OF THE CENTER
 FD0451'OF THE TRACK ROAD, 2.2 FT. NORTHEAST OF A WITNESS SIGN AND 1 FT.
 FD0451'NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0451'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1357 ***********************************************************************
 GC1357  DESIGNATION -  DICKSON
 GC1357  PID         -  GC1357
 GC1357  STATE/COUNTY-  TN/DICKSON
 GC1357  USGS QUAD   -  DICKSON (1986)
 GC1357
 GC1357                         *CURRENT SURVEY CONTROL
 GC1357  ___________________________________________________________________
 GC1357* NAD 83(1986)-  36 04 35.     (N)    087 23 18.     (W)     SCALED    
 GC1357* NAVD 88     -       246.649  (meters)     809.21   (feet)  ADJUSTED  
 GC1357  ___________________________________________________________________
 GC1357  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1357  DYNAMIC HT  -         246.432 (meters)     808.50  (feet)  COMP
 GC1357  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1357
 GC1357  VERT ORDER  -  FIRST     CLASS II
 GC1357
 GC1357.The horizontal coordinates were scaled from a topographic map and have
 GC1357.an estimated accuracy of +/- 6 seconds.
 GC1357
 GC1357.The orthometric height was determined by differential leveling
 GC1357.and adjusted by the National Geodetic Survey in June 1991..
 GC1357
 GC1357.The geoid height was determined by GEOID03.
 GC1357
 GC1357.The dynamic height is computed by dividing the NAVD 88
 GC1357.geopotential number by the normal gravity value computed on the
 GC1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1357.degrees latitude (g = 980.6199 gals.).
 GC1357
 GC1357.The modeled gravity was interpolated from observed gravity values.
 GC1357
 GC1357;                    North         East    Units  Estimated Accuracy
 GC1357;SPC TN       -   194,280.      474,950.      MT  (+/- 180 meters Scaled)
 GC1357
 GC1357                          SUPERSEDED SURVEY CONTROL
 GC1357
 GC1357  NGVD 29 (??/??/92)  246.644  (m)          809.20   (f) ADJ UNCH    1 2
 GC1357
 GC1357.Superseded values are not recommended for survey control.
 GC1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1357.See file dsdata.txt to determine how the superseded data were derived.
 GC1357
 GC1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650924(NAD 83)
 GC1357_MARKER: DB = BENCH MARK DISK
 GC1357_SETTING: 0 = UNSPECIFIED SETTING
 GC1357_STAMPING: 809.487 DICKSON 1933
 GC1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1357
 GC1357  HISTORY     - Date     Condition        Report By
 GC1357  HISTORY     - 1933     MONUMENTED       CGS
 GC1357  HISTORY     - 1948     GOOD             NGS
 GC1357  HISTORY     - 1977     MARK NOT FOUND   NGS
 GC1357
 GC1357                          STATION DESCRIPTION
 GC1357
 GC1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1357'AT DICKSON.
 GC1357'AT DICKSON, DICKSON COUNTY, IN THE EAST STONE WALL OF THE FIRST
 GC1357'NATIONAL BANK, 5 FEET SOUTH OF THE MAIN DOOR, AND 2 FEET ABOVE
 GC1357'THE WALK.  A STANDARD DISK, STAMPED 809.487 DICKSON 1933 AND
 GC1357'SET VERTICALLY.
 GC1357
 GC1357                          STATION RECOVERY (1977)
 GC1357
 GC1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GC1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2398 ***********************************************************************
 GB2398  DESIGNATION -  DICKSON
 GB2398  PID         -  GB2398
 GB2398  STATE/COUNTY-  TN/OVERTON
 GB2398  USGS QUAD   -  OKALONA (1979)
 GB2398
 GB2398                         *CURRENT SURVEY CONTROL
 GB2398  ___________________________________________________________________
 GB2398* NAD 83(1995)-  36 16 33.46153(N)    085 15 38.79171(W)     ADJUSTED  
 GB2398* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 GB2398  ___________________________________________________________________
 GB2398  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 GB2398  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB2398
 GB2398  HORZ ORDER  -  FIRST
 GB2398
 GB2398.The horizontal coordinates were established by classical geodetic methods
 GB2398.and adjusted by the National Geodetic Survey in April 1999..
 GB2398
 GB2398.The orthometric height was scaled from a topographic map.
 GB2398
 GB2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2398
 GB2398.The geoid height was determined by GEOID03.
 GB2398
 GB2398;                    North         East     Units Scale Factor Converg.
 GB2398;SPC TN       -   215,786.277   666,416.136   MT  0.99997807   +0 25 58.0
 GB2398;SPC TN       -   707,958.81  2,186,400.27   sFT  0.99997807   +0 25 58.0
 GB2398;UTM  16      - 4,015,960.389   656,211.488   MT  0.99990066   +1 01 45.3
 GB2398
 GB2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2398!SPC TN       -   0.99991395  x   0.99997807  =   0.99989203
 GB2398!UTM  16      -   0.99991395  x   0.99990066  =   0.99981462
 GB2398
 GB2398|---------------------------------------------------------------------|
 GB2398| PID    Reference Object                     Distance      Geod. Az  |
 GB2398|                                                           dddmmss.s |
 GB2398| CG5244 DICKSON RM 1                                       13551     |
 GB2398| GB2399 DICKSON AZ MK                        43.943 METERS 21342     |
 GB2398| CG5243 DICKSON AZ MK 2                                    2725338.2 |
 GB2398| CG5245 DICKSON RM 2                         21.058 METERS 32438     |
 GB2398|---------------------------------------------------------------------|
 GB2398
 GB2398                          SUPERSEDED SURVEY CONTROL
 GB2398
 GB2398  NAD 83(1995)-  36 16 33.46333(N)    085 15 38.79360(W) AD(       ) 1
 GB2398  NAD 83(1995)-  36 16 33.46945(N)    085 15 38.79495(W) AD(       ) 1
 GB2398  NAD 83(1986)-  36 16 33.47386(N)    085 15 38.79469(W) AD(       ) 1
 GB2398  NAD 27      -  36 16 33.24600(N)    085 15 38.90900(W) AD(       ) 1
 GB2398
 GB2398.Superseded values are not recommended for survey control.
 GB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2398.See file dsdata.txt to determine how the superseded data were derived.
 GB2398
 GB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5621115960(NAD 83)
 GB2398_MARKER: DS = TRIANGULATION STATION DISK
 GB2398_SETTING: 80 = SET IN A BOULDER
 GB2398_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2398_STAMPING: DICKSON 1935
 GB2398_MARK LOGO: CGS   
 GB2398
 GB2398  HISTORY     - Date     Condition        Report By
 GB2398  HISTORY     - 1935     MONUMENTED       CGS
 GB2398  HISTORY     - 1941     SEE DESCRIPTION  CGS
 GB2398  HISTORY     - 1949     GOOD             CGS
 GB2398
 GB2398                          STATION DESCRIPTION
 GB2398
 GB2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2398'STATION IS ON A SMALL ROUND KNOB ON THE W END OF BEE TREE RIDGE,
 GB2398'ABOUT 8-1/4 MILES SSE OF LIVINGSTON, AND 16 MILES NE OF COOKEVILLE.
 GB2398'
 GB2398'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GB2398'IN DRILL HOLES IN BOULDERS.
 GB2398'
 GB2398'STATION MARK IS 12 FEET SW OF 8-INCH TRIANGULAR BLAZED OAK TREE, 22
 GB2398'FEET SW OF CENTER LINE OF ROAD, AND 10 FEET WNW OF A 5-INCH BLAZED
 GB2398'OAK TREE.
 GB2398'
 GB2398'REFERENCE MARK NO. 1 IS S OF STATION, ON SOUTHERN SLOPE OF RIDGE.
 GB2398'
 GB2398'REFERENCE MARK NO. 2 IS NW OF STATION, ON W SLOPE OF RIDGE AND 8 FEET
 GB2398'NW OF 5-INCH OAK TREE.
 GB2398'
 GB2398'AZIMUTH MARK IS SW OF STATION, ON SOUTHERN SLOPE OF RIDGE, ABOUT 10
 GB2398'PACES SW OF 8-INCH OAK TREE.
 GB2398'
 GB2398'TO REACH FROM THE COURTHOUSE IN LIVINGSTON, GO S ON TENNESSEE ROUTE
 GB2398'42 FOR 2.5 MILES TO GRAVEL T-ROAD LEFT.  TURN LEFT AND CONTINUE
 GB2398'AHEAD ON MAIN ROAD FOR 6.9 MILES TO CROSS ROAD WITH FARMHOUSE ON
 GB2398'LEFT.  TURN LEFT AND GO 2.0 MILES TO ROAD TO RIGHT.  TURN RIGHT AND
 GB2398'GO 0.05 MILE TO HOME OF LESTER HARRIS AND END OF TRUCK TRAVEL.  FROM
 GB2398'HERE FOLLOW WAGON ROAD SE FOR 0.3 MILE TO TRIANGULAR-BLAZED TREE ON
 GB2398'LEFT.  TURN LEFT AND GO 0.3 MILE TO TOP OF KNOB AND STATION SITE ON
 GB2398'RIGHT.
 GB2398'
 GB2398'A 64-FOOT TOWER REQUIRED.
 GB2398
 GB2398                          STATION RECOVERY (1941)
 GB2398
 GB2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CCG)
 GB2398'LETTER OF MR. CHARLES C GORE POSTMASTER, LIVINGSTON, TENN., SEPT. 19,
 GB2398'1941-
 GB2398'
 GB2398'I ENCLOSE HEREWITH A MARKER WHICH WAS FOUND IN THE WELL OF MR. TERRY
 GB2398'WALKER WHO LIVES 3-1/2 MILES FROM DICKSON RIDGE NEAR THIS OFFICE
 GB2398'ON RURAL ROUTE 3.  MR. WALKER BROUGHT THE MARKER IN TO THIS OFFICE
 GB2398'AND REQUESTED ME TO ATTEND TO IT, AND STATES THAT IT WAS FOUND IN
 GB2398'HIS WELL ABOUT AUGUST 6, 1941, WHEN IT WAS BEING CLEANED OUT, AND HE
 GB2398'DID NOT KNOW HOW IT GOT IN THE WELL.
 GB2398'
 GB2398'REFERENCE-MARK DISK, STAMPED DICKSON 1, 1935, RECIEVED IN OFFICE OF
 GB2398'U.S.C. AND G.S. 9/22/41.
 GB2398
 GB2398                          STATION RECOVERY (1949)
 GB2398
 GB2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2398'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2398'GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAS BEEN
 GB2398'DESTROYED.  ORIGINAL AZIMUTH MARK WAS USED AS A REFERENCE MARK AND A
 GB2398'NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  DISTANCE TO THE
 GB2398'AZIMUTH MARK FAILED TO CHECK AS NOTED.  DIRECTION TO THE
 GB2398'AZIMUTH MARK AND REFERENCE MARK NO. 2 FAILED TO CHECK AS NOTED.
 GB2398'A NEW
 GB2398'DESCRIPTION FOLLOWS.
 GB2398'
 GB2398'STATION IS LOCATED ABOUT 9 MILES NORTH OF MONTEREY AND 8 MILES
 GB2398'SOUTHEAST OF LIVINGSTON ON TOP OF A SMALL ROUND KNOB.  IT IS 27 FEET
 GB2398'WEST OF A TRIANGLE BLAZED OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2398'AND THE DISK IS STAMPED DICKSON 1935.
 GB2398'
 GB2398'REFERENCE MARK NO. 2 IS 69.09 FEET NORTHWEST OF STATION.  THE MARK
 GB2398'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DICKSON NO 2
 GB2398'1935.
 GB2398'
 GB2398'AZIMUTH MARK (ORIGINAL) WAS USED AS A REFERENCE MARK.  IT IS 144.17
 GB2398'FEET SOUTHWEST OF STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GB2398'DISK IS STAMPED DICKSON AZI 1935.
 GB2398'
 GB2398'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHWEST OF THE STATION, 27
 GB2398'FEET WEST OF CENTER OF A GRAVEL ROAD AND 2 FEET E EAST OF A WHITE
 GB2398'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB2398'STAMPED DICKSON 1949.
 GB2398'
 GB2398'TO REACH STATION FROM THE COURTHOUSE IN LIVINGSTON, GO SOUTH ON STATE
 GB2398'HIGHWAY 42 FOR 2.4 MILES TO A T GRAVEL ROAD LEFT, TURN LEFT ON
 GB2398'GRAVEL ROAD AND GO SOUTH AND WEST FOR 4.15 MILES TO A T GRAVEL ROAD
 GB2398'LEFT, TURN LEFT ON GRAVEL ROAD AND GO SOUTHWEST FOR 1.7 MILES TO A
 GB2398'T ROAD RIGHT, TURN LEFT OR STRAIGHT AHEAD AND GO 2.5 MILES TO AN OAK
 GB2398'TREE ON LEFT WITH A TRIANGLE BLAZE AND DIRT ROAD LEFT*, TURN LEFT
 GB2398'AND FOLLOW MAIN DIRT ROAD FOR 0.65 MILE TO A DIRT ROAD RIGHT LEADING
 GB2398'UP TO TOP OF RIDGE, AND END OF TRUCK TRAVEL.  FROM HERE PACK UP ROAD
 GB2398'TO TOP OF RIDGE, FOLLOWING MAIN WIDE TRAIL TO TOP OF HILL AND STATION
 GB2398'AS DESCRIBED.
 GB2398'
 GB2398'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD AND GO NORTH
 GB2398'FOR 0.6 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GB2398'
 GB2398'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2716 ***********************************************************************
 GC2716  DESIGNATION -  DICKSON
 GC2716  PID         -  GC2716
 GC2716  STATE/COUNTY-  TN/DICKSON
 GC2716  USGS QUAD   -  DICKSON (1986)
 GC2716
 GC2716                         *CURRENT SURVEY CONTROL
 GC2716  ___________________________________________________________________
 GC2716* NAD 83(1995)-  36 04 23.09505(N)    087 22 55.70531(W)     ADJUSTED  
 GC2716* NAVD 88     -       246.65   (+/-2cm)     809.2    (feet)  VERTCON   
 GC2716  ___________________________________________________________________
 GC2716  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2716  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2716
 GC2716  HORZ ORDER  -  THIRD
 GC2716  VERT ORDER  -  THIRD ? (See Below)
 GC2716
 GC2716.The horizontal coordinates were established by classical geodetic methods
 GC2716.and adjusted by the National Geodetic Survey in April 1999..
 GC2716
 GC2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2716.The vertical order pertains to the NGVD 29 superseded value.
 GC2716
 GC2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2716
 GC2716.The geoid height was determined by GEOID03.
 GC2716
 GC2716;                    North         East     Units Scale Factor Converg.
 GC2716;SPC TN       -   193,903.327   475,505.692   MT  0.99995707   -0 48 33.0
 GC2716;SPC TN       -   636,164.50  1,560,054.92   sFT  0.99995707   -0 48 33.0
 GC2716;UTM  16      - 3,992,121.927   465,590.324   MT  0.99961459   -0 13 30.0
 GC2716
 GC2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2716!SPC TN       -   0.99996581  x   0.99995707  =   0.99992288
 GC2716!UTM  16      -   0.99996581  x   0.99961459  =   0.99958041
 GC2716
 GC2716|---------------------------------------------------------------------|
 GC2716| PID    Reference Object                     Distance      Geod. Az  |
 GC2716|                                                           dddmmss.s |
 GC2716| CG5247 DICKSON RM 1                         25.061 METERS 15314     |
 GC2716| GC1436 MT SINAI                            APPROX. 7.9 KM 1951244.6 |
 GC2716| GC2562 DICKSON MUNICIPAL TANK              APPROX. 0.9 KM 2783758.1 |
 GC2716| CG5248 DICKSON RM 2                         27.521 METERS 28303     |
 GC2716| CG5246 DICKSON AZ MK                                      2993427.2 |
 GC2716|---------------------------------------------------------------------|
 GC2716
 GC2716                          SUPERSEDED SURVEY CONTROL
 GC2716
 GC2716  NAD 83(1995)-  36 04 23.09706(N)    087 22 55.70889(W) AD(       ) 3
 GC2716  NAD 83(1995)-  36 04 23.09773(N)    087 22 55.70894(W) AD(       ) 3
 GC2716  NAD 83(1986)-  36 04 23.10540(N)    087 22 55.70798(W) AD(       ) 3
 GC2716  NAD 27      -  36 04 22.88500(N)    087 22 55.66900(W) AD(       ) 3
 GC2716  NGVD 29 (07/19/86)  246.64   (m)          809.2    (f) LEVELING    3  
 GC2716
 GC2716.Superseded values are not recommended for survey control.
 GC2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2716.See file dsdata.txt to determine how the superseded data were derived.
 GC2716
 GC2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6559092122(NAD 83)
 GC2716_MARKER: DS = TRIANGULATION STATION DISK
 GC2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2716
 GC2716  HISTORY     - Date     Condition        Report By
 GC2716  HISTORY     - 1953     MONUMENTED       CGS
 GC2716
 GC2716                          STATION DESCRIPTION
 GC2716
 GC2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2716'STATION IS LOCATED AT THE DICKSON SCHOOL ALONG THE NORTHEAST SIDE OF
 GC2716'U.S. HIGHWAY 70 (COLLEGE STREET) IN THE SOUTHEAST SECTION OF
 GC2716'DICKSON.  IT IS ABOUT 200 FEET SOUTH OF THE SOUTH CORNER OF THE
 GC2716'SCHOOL BUILDING, 75 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY
 GC2716'AND 30 FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING.
 GC2716'THE MARK IS FLUSH AND THE DISK IS STAMPED DICKSON 1953.
 GC2716'
 GC2716'REFERENCE MARK NO. 1 IS 42 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 GC2716'CONCRETE BLOCK BUILDING, 38 FEET NORTHEAST OF THE CENTER OF THE
 GC2716'HIGHWAY AND 2 FEET WEST OF A CONCRETE CURB.  THE MARK IS FLUSH AND
 GC2716'THE DISK IS STAMPED DICKSON NO. 1 1953.
 GC2716'
 GC2716'REFERENCE MARK NO. 2 IS 68 FEET NORTHWEST OF A 24 INCH OAK TREE AND
 GC2716'40 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS
 GC2716'FLUSH AND THE DISK IS STAMPED DICKSON NO. 2 1953.
 GC2716'
 GC2716'AZIMUTH MARK IS 46 FEET NORTH OF THE NORTH CORNER OF A BRICK HOUSE,
 GC2716'23 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 70, 2 FEET NORTHEAST
 GC2716'OF THE EDGE OF A SIDEWALK AND 2 FEET SOUTHWEST OF THE CURB.  THE MARK
 GC2716'IS FLUSH AND THE DISK IS STAMPED DICKSON 1953.
 GC2716'
 GC2716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 GC2716'HIGHWAY 70 (COLLEGE STREET) FOR 0.15 MILE TO THE MARK ON THE
 GC2716'LEFT AS DESCRIBED.
 GC2716'
 GC2716'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2399 ***********************************************************************
 GB2399  DESIGNATION -  DICKSON AZ MK
 GB2399  PID         -  GB2399
 GB2399  STATE/COUNTY-  TN/OVERTON
 GB2399  USGS QUAD   -  OKALONA (1979)
 GB2399
 GB2399                         *CURRENT SURVEY CONTROL
 GB2399  ___________________________________________________________________
 GB2399* NAD 83(1995)-  36 16 32.27556(N)    085 15 39.76882(W)     ADJUSTED  
 GB2399* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 GB2399  ___________________________________________________________________
 GB2399  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 GB2399  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB2399
 GB2399  HORZ ORDER  -  SECOND
 GB2399
 GB2399.The horizontal coordinates were established by classical geodetic methods
 GB2399.and adjusted by the National Geodetic Survey in April 1999..
 GB2399
 GB2399.The orthometric height was scaled from a topographic map.
 GB2399
 GB2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2399
 GB2399.The geoid height was determined by GEOID03.
 GB2399
 GB2399;                    North         East     Units Scale Factor Converg.
 GB2399;SPC TN       -   215,749.539   666,392.026   MT  0.99997802   +0 25 57.4
 GB2399;SPC TN       -   707,838.28  2,186,321.17   sFT  0.99997802   +0 25 57.4
 GB2399;UTM  16      - 4,015,923.405   656,187.764   MT  0.99990057   +1 01 44.7
 GB2399
 GB2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2399!SPC TN       -   0.99991395  x   0.99997802  =   0.99989198
 GB2399!UTM  16      -   0.99991395  x   0.99990057  =   0.99981453
 GB2399
 GB2399                          SUPERSEDED SURVEY CONTROL
 GB2399
 GB2399  NAD 83(1995)-  36 16 32.27737(N)    085 15 39.77071(W) AD(       ) 2
 GB2399  NAD 83(1995)-  36 16 32.28349(N)    085 15 39.77206(W) AD(       ) 2
 GB2399  NAD 83(1986)-  36 16 32.28790(N)    085 15 39.77180(W) AD(       ) 2
 GB2399  NAD 27      -  36 16 32.06000(N)    085 15 39.88600(W) AD(       ) 2
 GB2399
 GB2399.Superseded values are not recommended for survey control.
 GB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2399.See file dsdata.txt to determine how the superseded data were derived.
 GB2399
 GB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5618815923(NAD 83)
 GB2399_MARKER: DS = TRIANGULATION STATION DISK
 GB2399_SETTING: 80 = SET IN A BOULDER
 GB2399_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GB2399_STAMPING: DICKSON AZI 1935
 GB2399_MARK LOGO: CGS   
 GB2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2399+STABILITY: SURFACE MOTION
 GB2399
 GB2399  HISTORY     - Date     Condition        Report By
 GB2399  HISTORY     - 1935     MONUMENTED       CGS
 GB2399
 GB2399                          STATION DESCRIPTION
 GB2399
 GB2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2399'SEE STATION DICKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2562 ***********************************************************************
 GC2562  DESIGNATION -  DICKSON MUNICIPAL TANK
 GC2562  PID         -  GC2562
 GC2562  STATE/COUNTY-  TN/DICKSON
 GC2562  USGS QUAD   -  DICKSON (1986)
 GC2562
 GC2562                         *CURRENT SURVEY CONTROL
 GC2562  ___________________________________________________________________
 GC2562* NAD 83(1995)-  36 04 27.60048(N)    087 23 32.27289(W)     ADJUSTED  
 GC2562* NAVD 88     -                                                        
 GC2562  ___________________________________________________________________
 GC2562  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GC2562  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2562
 GC2562  HORZ ORDER  -  THIRD
 GC2562
 GC2562.The horizontal coordinates were established by classical geodetic methods
 GC2562.and adjusted by the National Geodetic Survey in April 1999..
 GC2562
 GC2562
 GC2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2562
 GC2562.The geoid height was determined by GEOID03.
 GC2562
 GC2562;                    North         East     Units Scale Factor Converg.
 GC2562;SPC TN       -   194,055.143   474,592.792   MT  0.99995716   -0 48 54.4
 GC2562;SPC TN       -   636,662.58  1,557,059.85   sFT  0.99995716   -0 48 54.4
 GC2562;UTM  16      - 3,992,264.380   464,676.237   MT  0.99961537   -0 13 51.6
 GC2562
 GC2562                          SUPERSEDED SURVEY CONTROL
 GC2562
 GC2562  NAD 83(1995)-  36 04 27.60266(N)    087 23 32.27647(W) AD(       ) 4
 GC2562  NAD 83(1995)-  36 04 27.60311(N)    087 23 32.27659(W) AD(       ) 4
 GC2562  NAD 83(1986)-  36 04 27.61095(N)    087 23 32.27563(W) AD(       ) 4
 GC2562  NAD 27      -  36 04 27.39100(N)    087 23 32.23200(W) AD(       ) 3
 GC2562
 GC2562.Superseded values are not recommended for survey control.
 GC2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2562.See file dsdata.txt to determine how the superseded data were derived.
 GC2562
 GC2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6467692264(NAD 83)
 GC2562_MARKER: 53 = ELEVATED TANK
 GC2562
 GC2562  HISTORY     - Date     Condition        Report By
 GC2562  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2562  HISTORY     - 1959     GOOD             CGS
 GC2562
 GC2562                          STATION DESCRIPTION
 GC2562
 GC2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2562'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK, LOCATED
 GC2562'IN THE SOUTHWEST SECTION OF DICKSON ABOUT 250 FEET SOUTHWEST OF
 GC2562'THE INTERSECTION OF CHESTNUT STREET AND SOUTH MAIN STREET.  THE TANK
 GC2562'IS MOUNTED ON A SIX-LEGGED STEEL STRUCTURE, IS ABOUT 135 FEET HIGH
 GC2562'AND HAS THE WORDS DICKSON TENNESSEE PAINTED ON TWO SIDES.
 GC2562
 GC2562                          STATION RECOVERY (1959)
 GC2562
 GC2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2562'THE STATION IS LOCATED 2 BLOCKS SOUTH OF THE RAILROAD CROSSING ON
 GC2562'STATE HIGHWAY 48 IN DICKSON.  THE TANK IS SUPPORTED BY A 6-LEGGED
 GC2562'STEEL STRUCTURE AND ITS OVER-ALL HEIGHT IS 191 FEET.  IT IS PAINTED
 GC2562'SILVER IN COLOR WITH BLACK LETTERING ON THE TANK DICKSON,
 GC2562'TENNESSEE.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0450 ***********************************************************************
 FD0450  DESIGNATION -  DICKSON RM 1
 FD0450  PID         -  FD0450
 FD0450  STATE/COUNTY-  TN/GILES
 FD0450  USGS QUAD   -  ELKTON (1982)
 FD0450
 FD0450                         *CURRENT SURVEY CONTROL
 FD0450  ___________________________________________________________________
 FD0450* NAD 83(1986)-  35 02 32.     (N)    086 52 39.     (W)     SCALED    
 FD0450* NAVD 88     -       215.512  (meters)     707.06   (feet)  ADJUSTED  
 FD0450  ___________________________________________________________________
 FD0450  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0450  DYNAMIC HT  -         215.309 (meters)     706.39  (feet)  COMP
 FD0450  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0450
 FD0450  VERT ORDER  -  SECOND    CLASS 0
 FD0450
 FD0450.The horizontal coordinates were scaled from a topographic map and have
 FD0450.an estimated accuracy of +/- 6 seconds.
 FD0450
 FD0450.The orthometric height was determined by differential leveling
 FD0450.and adjusted by the National Geodetic Survey in June 1991..
 FD0450
 FD0450.The geoid height was determined by GEOID03.
 FD0450
 FD0450.The dynamic height is computed by dividing the NAVD 88
 FD0450.geopotential number by the normal gravity value computed on the
 FD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0450.degrees latitude (g = 980.6199 gals.).
 FD0450
 FD0450.The modeled gravity was interpolated from observed gravity values.
 FD0450
 FD0450;                    North         East    Units  Estimated Accuracy
 FD0450;SPC TN       -    79,010.      519,930.      MT  (+/- 180 meters Scaled)
 FD0450
 FD0450                          SUPERSEDED SURVEY CONTROL
 FD0450
 FD0450  NGVD 29 (??/??/92)  215.479  (m)          706.95   (f) ADJ UNCH    2 0
 FD0450
 FD0450.Superseded values are not recommended for survey control.
 FD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0450.See file dsdata.txt to determine how the superseded data were derived.
 FD0450
 FD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111777(NAD 83)
 FD0450_MARKER: DR = REFERENCE MARK DISK
 FD0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0450_STAMPING: DICKSON NO 1 1960
 FD0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0450+STABILITY: SURFACE MOTION
 FD0450
 FD0450  HISTORY     - Date     Condition        Report By
 FD0450  HISTORY     - 1960     MONUMENTED       CGS
 FD0450
 FD0450                          STATION DESCRIPTION
 FD0450
 FD0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0450'1.7 MI S FROM ELKTON.
 FD0450'THIS MARK IS LOCATED AT THE DICKSON 1960 STATION SITE, 35.7 FT.
 FD0450'EAST OF THE STATION MARK, 56 FT. WEST OF THE CENTER OF THE TRACK
 FD0450'ROAD AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF
 FD0450'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0452 ***********************************************************************
 FD0452  DESIGNATION -  DICKSON RM 2
 FD0452  PID         -  FD0452
 FD0452  STATE/COUNTY-  TN/GILES
 FD0452  USGS QUAD   -  ELKTON (1982)
 FD0452
 FD0452                         *CURRENT SURVEY CONTROL
 FD0452  ___________________________________________________________________
 FD0452* NAD 83(1986)-  35 02 32.     (N)    086 52 39.     (W)     SCALED    
 FD0452* NAVD 88     -       216.771  (meters)     711.19   (feet)  ADJUSTED  
 FD0452  ___________________________________________________________________
 FD0452  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0452  DYNAMIC HT  -         216.568 (meters)     710.52  (feet)  COMP
 FD0452  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0452
 FD0452  VERT ORDER  -  SECOND    CLASS 0
 FD0452
 FD0452.The horizontal coordinates were scaled from a topographic map and have
 FD0452.an estimated accuracy of +/- 6 seconds.
 FD0452
 FD0452.The orthometric height was determined by differential leveling
 FD0452.and adjusted by the National Geodetic Survey in June 1991..
 FD0452
 FD0452.The geoid height was determined by GEOID03.
 FD0452
 FD0452.The dynamic height is computed by dividing the NAVD 88
 FD0452.geopotential number by the normal gravity value computed on the
 FD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0452.degrees latitude (g = 980.6199 gals.).
 FD0452
 FD0452.The modeled gravity was interpolated from observed gravity values.
 FD0452
 FD0452;                    North         East    Units  Estimated Accuracy
 FD0452;SPC TN       -    79,010.      519,930.      MT  (+/- 180 meters Scaled)
 FD0452
 FD0452                          SUPERSEDED SURVEY CONTROL
 FD0452
 FD0452  NGVD 29 (??/??/92)  216.738  (m)          711.08   (f) ADJ UNCH    2 0
 FD0452
 FD0452.Superseded values are not recommended for survey control.
 FD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0452.See file dsdata.txt to determine how the superseded data were derived.
 FD0452
 FD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111777(NAD 83)
 FD0452_MARKER: DR = REFERENCE MARK DISK
 FD0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0452_STAMPING: DICKSON NO 2 1960
 FD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0452+STABILITY: SURFACE MOTION
 FD0452
 FD0452  HISTORY     - Date     Condition        Report By
 FD0452  HISTORY     - 1960     MONUMENTED       CGS
 FD0452
 FD0452                          STATION DESCRIPTION
 FD0452
 FD0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0452'1.7 MI S FROM ELKTON.
 FD0452'THIS MARK IS LOCATED AT THE DICKSON 1960 STATION SITE, 30.8
 FD0452'FT. WEST OF THE STATION MARK, AND 1 FT. NORTH OF A WIRE FENCE.
 FD0452'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0452'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0047 ***********************************************************************
 FE0047  DESIGNATION -  DIGGS
 FE0047  PID         -  FE0047
 FE0047  STATE/COUNTY-  TN/BENTON
 FE0047  USGS QUAD   -  SUGAR TREE (1986)
 FE0047
 FE0047                         *CURRENT SURVEY CONTROL
 FE0047  ___________________________________________________________________
 FE0047* NAD 83(1995)-  35 52 18.11762(N)    088 01 57.10403(W)     ADJUSTED  
 FE0047* NAVD 88     -       184.572  (meters)     605.55   (feet)  ADJUSTED  
 FE0047  ___________________________________________________________________
 FE0047  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FE0047  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0047  DYNAMIC HT  -         184.412 (meters)     605.02  (feet)  COMP
 FE0047  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0047
 FE0047  HORZ ORDER  -  SECOND
 FE0047  VERT ORDER  -  SECOND    CLASS 0
 FE0047
 FE0047.The horizontal coordinates were established by classical geodetic methods
 FE0047.and adjusted by the National Geodetic Survey in April 1999..
 FE0047
 FE0047.The orthometric height was determined by differential leveling
 FE0047.and adjusted by the National Geodetic Survey in June 1991..
 FE0047
 FE0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0047
 FE0047.The geoid height was determined by GEOID03.
 FE0047
 FE0047.The dynamic height is computed by dividing the NAVD 88
 FE0047.geopotential number by the normal gravity value computed on the
 FE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0047.degrees latitude (g = 980.6199 gals.).
 FE0047
 FE0047.The modeled gravity was interpolated from observed gravity values.
 FE0047
 FE0047;                    North         East     Units Scale Factor Converg.
 FE0047;SPC TN       -   172,586.085   416,465.945   MT  0.99994862   -1 11 23.7
 FE0047;SPC TN       -   566,226.18  1,366,355.35   sFT  0.99994862   -1 11 23.7
 FE0047;UTM  16      - 3,970,210.366   406,788.529   MT  0.99970706   -0 36 18.3
 FE0047
 FE0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0047!SPC TN       -   0.99997547  x   0.99994862  =   0.99992410
 FE0047!UTM  16      -   0.99997547  x   0.99970706  =   0.99968254
 FE0047
 FE0047:                Primary Azimuth Mark                     Grid Az
 FE0047:SPC TN       -  MCILLWAIN                                230 05 28.2
 FE0047:UTM  16      -  MCILLWAIN                                229 30 22.8
 FE0047
 FE0047|---------------------------------------------------------------------|
 FE0047| PID    Reference Object                     Distance      Geod. Az  |
 FE0047|                                                           dddmmss.s |
 FE0047| FE0039 MCILLWAIN                           APPROX. 3.6 KM 2285404.5 |
 FE0047| FE0045 DIGGS RM 2                           19.002 METERS 26402     |
 FE0047| CG3920 DIGGS AZ MK                                        3320330.2 |
 FE0047| FE0046 DIGGS RM 1                           21.167 METERS 34505     |
 FE0047|---------------------------------------------------------------------|
 FE0047
 FE0047                          SUPERSEDED SURVEY CONTROL
 FE0047
 FE0047  NAD 83(1995)-  35 52 18.11918(N)    088 01 57.10958(W) AD(       ) 2
 FE0047  NAD 83(1986)-  35 52 18.12776(N)    088 01 57.10503(W) AD(       ) 2
 FE0047  NAD 27      -  35 52 17.90250(N)    088 01 56.98410(W) AD(       ) 2
 FE0047  NGVD 29 (??/??/??)  184.596  (m)          605.63   (f) ADJUSTED    2 0
 FE0047
 FE0047.Superseded values are not recommended for survey control.
 FE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0047.See file dsdata.txt to determine how the superseded data were derived.
 FE0047
 FE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0678970210(NAD 83)
 FE0047_MARKER: DE = TRAVERSE STATION DISK
 FE0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0047_STAMPING: DIGGS 1959
 FE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0047+STABILITY: SURFACE MOTION
 FE0047
 FE0047  HISTORY     - Date     Condition        Report By
 FE0047  HISTORY     - 1959     MONUMENTED       CGS
 FE0047  HISTORY     - 1959     GOOD             CGS
 FE0047  HISTORY     - 1972     GOOD             TVA
 FE0047
 FE0047                          STATION DESCRIPTION
 FE0047
 FE0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0047'THE STATION IS LOCATED IN A WOODED AREA ABOUT 6 MILES EAST OF
 FE0047'HOLLADAY, 3 MILES EAST OF MCILLWAIN AND 2-1/2 MILES NORTH OF
 FE0047'SUGAR TREE.
 FE0047'
 FE0047'TO REACH THE STATION FROM THE HOLLADAY POST OFFICE (ABOUT 12-1/2
 FE0047'MILES SOUTH OF CAMDEN ON STATE HIGHWAY 69) GO SOUTHEAST ON STATE
 FE0047'HIGHWAY 69 FOR 4.1 MILES TO THE MCILLWAIN SETTLEMENT. FROM HERE, GO
 FE0047'EASTERLY AS PER SIGN SORGHUM MILL 0.2 MILE ON GRAVELED ROAD FOR
 FE0047'0.85 MILE TO A JOG AND CROSSROAD, CONTINUE EAST ON THE MAIN ROAD FOR
 FE0047'0.6 MILE TO A FORK, FOLLOW THE ROAD TO THE RIGHT FOR 0.3 MILE
 FE0047'TO ANOTHER FORK, FOLLOW THE ROAD LEFT, EAST, FOR 1.35 MILES TO A T
 FE0047'INTERSECTION, TURN LEFT FOR 1.65 MILES TO THE STATION ON THE
 FE0047'RIGHT. THIS IS 0.1 MILE SOUTH OF A SIGN ON THE RIGHT TREE FARM, FOX
 FE0047'WEATHERLY, 1 MILE.
 FE0047'
 FE0047'THE STATION IS 37 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 22
 FE0047'FEET WEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE AND 4 FEET
 FE0047'SOUTHEAST OF A WITNESS SIGN. THE MARK IS A TRAVERSE DISK STAMPED
 FE0047'DIGGS 1959, SET IN A 10 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 FE0047'GROUND. THERE IS AN UNDERGROUND MARK.
 FE0047'
 FE0047'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE CENTER OF THE GRAVELED
 FE0047'ROAD. IT IS STAMPED DIGGS NO 1 1959 AND SET FLUSH WITH THE
 FE0047'GROUND.
 FE0047'
 FE0047'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE GRAVELED
 FE0047'ROAD. IT IS STAMPED DIGGS NO 2 1959 AND SET FLUSH WITH THE
 FE0047'GROUND.
 FE0047'
 FE0047'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 FE0047'AND 2.5 FEET SOUTH OF A WITNESS SIGN. IT IS STAMPED DIGGS 1959 AND
 FE0047'SET FLUSH WITH THE GROUND.
 FE0047'
 FE0047'TO REACH THE AZIMUTH MARK, GO NORTH FROM THE STATION FOR 0.15 MILE TO
 FE0047'THE BEGINNING OF A CURVE OF THE ROAD TO THE RIGHT AND THE MARK
 FE0047'ON THE LEFT.
 FE0047'
 FE0047'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE0047
 FE0047                          STATION RECOVERY (1959)
 FE0047
 FE0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0047'5.8 MI E FROM MC ILLWAIN.
 FE0047'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0047'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0047'MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0047'HIGHWAY 69, THENCE 1.1 MILES EAST AND NORTH ON A GRAVELED ROAD TO
 FE0047'A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD,
 FE0047'THENCE 1.7 MILES NORTH ON A GRAVELED ROAD, THE STATION IS 0.1
 FE0047'MILE SOUTH OF A SIGN, TREE FARM, FOX WEATHERLY, 1 MILE, 37 FT.
 FE0047'EAST OF THE CENTER OF THE GRAVELED ROAD, 22 FT. WEST OF A 12
 FE0047'INCH OAK TREE WITH A TRIANGLE BLAZE, AND 4 FT. SOUTHEAST OF A
 FE0047'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FE0047'WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 FE0047
 FE0047                          STATION RECOVERY (1972)
 FE0047
 FE0047'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE0047'CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS STATION MARK
 FE0047'1959 USC AND GS.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'ADD TO DESCRIPTION--STATION IS 20.2 FT N.W. FROM 12 INCH RED OAK.
 FE0047'6.6 FT N.W. FROM 4 INCH WHITE OAK.
 FE0047'42.0 FT. EAST FROM CENTERLINE GRAVEL ROAD.
 FE0047'
 FE0047'USC AND GS POST AND SIGN.
 FE0047'
 FE0047'DIGGS AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS 1959.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'USC AND GS POST AND SIGN.
 FE0047'
 FE0047'DIGGS RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS NO 1 1959
 FE0047'USC AND GS.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'CHANGE DESCRIPTION TO READ 38.0 FT. EAST FROM CENTERLINE GRAVEL
 FE0047'ROAD.
 FE0047'
 FE0047'T.V.A. POST AND SIGN SET AT MARKER.
 FE0047'
 FE0047'DIGGS RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS NO 2 1959
 FE0047'USC AND GS.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'CHANGE DESCRIPTION TO READ 21.0 FT WEST OF CENTERLINE OF GRAVEL
 FE0047'ROAD.
 FE0047'
 FE0047'T.V.A. POST AND SIGN SET AT MON.
 FE0047'
 FE0047'DISTANCE AND DIRECTION FROM NEAREST TOWN 6.0 MI. EAST OF HOLLADAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0046 ***********************************************************************
 FE0046  DESIGNATION -  DIGGS RM 1
 FE0046  PID         -  FE0046
 FE0046  STATE/COUNTY-  TN/BENTON
 FE0046  USGS QUAD   -  SUGAR TREE (1986)
 FE0046
 FE0046                         *CURRENT SURVEY CONTROL
 FE0046  ___________________________________________________________________
 FE0046* NAD 83(1986)-  35 52 18.     (N)    088 01 55.     (W)     SCALED    
 FE0046* NAVD 88     -       184.548  (meters)     605.47   (feet)  ADJUSTED  
 FE0046  ___________________________________________________________________
 FE0046  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0046  DYNAMIC HT  -         184.388 (meters)     604.95  (feet)  COMP
 FE0046  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0046
 FE0046  VERT ORDER  -  SECOND    CLASS 0
 FE0046
 FE0046.The horizontal coordinates were scaled from a topographic map and have
 FE0046.an estimated accuracy of +/- 6 seconds.
 FE0046
 FE0046.The orthometric height was determined by differential leveling
 FE0046.and adjusted by the National Geodetic Survey in June 1991..
 FE0046
 FE0046.The geoid height was determined by GEOID03.
 FE0046
 FE0046.The dynamic height is computed by dividing the NAVD 88
 FE0046.geopotential number by the normal gravity value computed on the
 FE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0046.degrees latitude (g = 980.6199 gals.).
 FE0046
 FE0046.The modeled gravity was interpolated from observed gravity values.
 FE0046
 FE0046;                    North         East    Units  Estimated Accuracy
 FE0046;SPC TN       -   172,580.      416,520.      MT  (+/- 180 meters Scaled)
 FE0046
 FE0046                          SUPERSEDED SURVEY CONTROL
 FE0046
 FE0046  NGVD 29 (??/??/??)  184.572  (m)          605.55   (f) ADJUSTED    2 0
 FE0046
 FE0046.Superseded values are not recommended for survey control.
 FE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0046.See file dsdata.txt to determine how the superseded data were derived.
 FE0046
 FE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE068702(NAD 83)
 FE0046_MARKER: DR = REFERENCE MARK DISK
 FE0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0046_STAMPING: DIGGS NO 1 1959
 FE0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0046+STABILITY: SURFACE MOTION
 FE0046
 FE0046  HISTORY     - Date     Condition        Report By
 FE0046  HISTORY     - 1959     MONUMENTED       CGS
 FE0046
 FE0046                          STATION DESCRIPTION
 FE0046
 FE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0046'5.8 MI E FROM MC ILLWAIN.
 FE0046'THIS MARK IS LOCATED AT THE DIGGS 1959 STATION SITE, 69.4 FT.
 FE0046'NORTH-NORTHWEST OF THE STATION MARK, 36 FT. EAST OF THE CENTER OF
 FE0046'THE GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FE0046'WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0045 ***********************************************************************
 FE0045  DESIGNATION -  DIGGS RM 2
 FE0045  PID         -  FE0045
 FE0045  STATE/COUNTY-  TN/BENTON
 FE0045  USGS QUAD   -  SUGAR TREE (1986)
 FE0045
 FE0045                         *CURRENT SURVEY CONTROL
 FE0045  ___________________________________________________________________
 FE0045* NAD 83(1986)-  35 52 18.     (N)    088 01 56.     (W)     SCALED    
 FE0045* NAVD 88     -       184.015  (meters)     603.72   (feet)  ADJUSTED  
 FE0045  ___________________________________________________________________
 FE0045  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0045  DYNAMIC HT  -         183.856 (meters)     603.20  (feet)  COMP
 FE0045  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0045
 FE0045  VERT ORDER  -  SECOND    CLASS 0
 FE0045
 FE0045.The horizontal coordinates were scaled from a topographic map and have
 FE0045.an estimated accuracy of +/- 6 seconds.
 FE0045
 FE0045.The orthometric height was determined by differential leveling
 FE0045.and adjusted by the National Geodetic Survey in June 1991..
 FE0045
 FE0045.The geoid height was determined by GEOID03.
 FE0045
 FE0045.The dynamic height is computed by dividing the NAVD 88
 FE0045.geopotential number by the normal gravity value computed on the
 FE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0045.degrees latitude (g = 980.6199 gals.).
 FE0045
 FE0045.The modeled gravity was interpolated from observed gravity values.
 FE0045
 FE0045;                    North         East    Units  Estimated Accuracy
 FE0045;SPC TN       -   172,580.      416,490.      MT  (+/- 180 meters Scaled)
 FE0045
 FE0045                          SUPERSEDED SURVEY CONTROL
 FE0045
 FE0045  NGVD 29 (??/??/??)  184.039  (m)          603.80   (f) ADJUSTED    2 0
 FE0045
 FE0045.Superseded values are not recommended for survey control.
 FE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0045.See file dsdata.txt to determine how the superseded data were derived.
 FE0045
 FE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE068702(NAD 83)
 FE0045_MARKER: DR = REFERENCE MARK DISK
 FE0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0045_STAMPING: DIGGS NO 2 1959
 FE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0045+STABILITY: SURFACE MOTION
 FE0045
 FE0045  HISTORY     - Date     Condition        Report By
 FE0045  HISTORY     - 1959     MONUMENTED       CGS
 FE0045
 FE0045                          STATION DESCRIPTION
 FE0045
 FE0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0045'5.8 MI E FROM MC ILLWAIN.
 FE0045'THIS MARK IS LOCATED AT THE DIGGS 1959 STATION SITE, 62.3 FT.
 FE0045'WEST OF THE STATION MARK, 25 FT. WEST OF THE CENTER OF THE GRAVELED
 FE0045'ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FE0045'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2235 ***********************************************************************
 FE2235  DESIGNATION -  DILL
 FE2235  PID         -  FE2235
 FE2235  STATE/COUNTY-  TN/CARROLL
 FE2235  USGS QUAD   -  PALMER SHELTER (1973)
 FE2235
 FE2235                         *CURRENT SURVEY CONTROL
 FE2235  ___________________________________________________________________
 FE2235* NAD 83(1995)-  35 53 50.92144(N)    088 24 18.00651(W)     ADJUSTED  
 FE2235* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FE2235  ___________________________________________________________________
 FE2235  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FE2235  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2235
 FE2235  HORZ ORDER  -  SECOND
 FE2235
 FE2235.The horizontal coordinates were established by classical geodetic methods
 FE2235.and adjusted by the National Geodetic Survey in April 1999..
 FE2235
 FE2235.The orthometric height was scaled from a topographic map.
 FE2235
 FE2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2235
 FE2235.The geoid height was determined by GEOID03.
 FE2235
 FE2235;                    North         East     Units Scale Factor Converg.
 FE2235;SPC TN       -   176,207.913   382,908.771   MT  0.99994901   -1 24 28.7
 FE2235;SPC TN       -   578,108.79  1,256,259.86   sFT  0.99994901   -1 24 28.7
 FE2235;UTM  16      - 3,973,489.039   373,202.825   MT  0.99979811   -0 49 26.1
 FE2235
 FE2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2235!SPC TN       -   0.99997525  x   0.99994901  =   0.99992426
 FE2235!UTM  16      -   0.99997525  x   0.99979811  =   0.99977337
 FE2235
 FE2235|---------------------------------------------------------------------|
 FE2235| PID    Reference Object                     Distance      Geod. Az  |
 FE2235|                                                           dddmmss.s |
 FE2235| CG3922 DILL RM 1                            35.153 METERS 13515     |
 FE2235| CG3921 DILL AZ MK                                         1462608.4 |
 FE2235| FE2234 ANDERSON                            APPROX. 7.3 KM 2925241.4 |
 FE2235| CG3923 DILL RM 2                                          34943     |
 FE2235|---------------------------------------------------------------------|
 FE2235
 FE2235                          SUPERSEDED SURVEY CONTROL
 FE2235
 FE2235  NAD 83(1995)-  35 53 50.92389(N)    088 24 18.01298(W) AD(       ) 2
 FE2235  NAD 83(1986)-  35 53 50.93199(N)    088 24 18.00685(W) AD(       ) 2
 FE2235  NAD 27      -  35 53 50.70300(N)    088 24 17.82600(W) AD(       ) 2
 FE2235
 FE2235.Superseded values are not recommended for survey control.
 FE2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2235.See file dsdata.txt to determine how the superseded data were derived.
 FE2235
 FE2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7320373489(NAD 83)
 FE2235_MARKER: DS = TRIANGULATION STATION DISK
 FE2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2235
 FE2235  HISTORY     - Date     Condition        Report By
 FE2235  HISTORY     - 1934     MONUMENTED       CGS
 FE2235  HISTORY     - 1972     GOOD             TVA
 FE2235
 FE2235                          STATION DESCRIPTION
 FE2235
 FE2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2235'ABOUT 2 MILES NORTHWEST OF CLARKSBURG, ON PROPERTY OF H. L. DILL. TO
 FE2235'REACH FROM CLARKSBURG, GO NORTH 2.0 MILES ON ROUTE 22 TO TOP OF
 FE2235'RIDGE WHERE HIGHWAY PASSES THROUGH DEEP CUT, TURN LEFT AND GO WEST
 FE2235'0.35 MILE TO TOP OF GRADE WHERE MAIN DIRT ROAD TURNS SHARPLY TO
 FE2235'LEFT AND WOODS ROAD GOES NORTH PAST DILLS HOUSE. STATION IS ON SUMMIT
 FE2235'OF HILL, ABOUT 1/4 MILE WEST OF DILLS HOME, 37.9 FEET WEST OF DIM
 FE2235'WOODS ROAD, AND IN GROWTH OF 10-INCH WHITE OAKS AND UNDERBRUSH.
 FE2235'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE2235'CONCRETE,. REFERENCE MARK NO. 1 IS STANDARD REFERENCE
 FE2235'DISK IN BEDROCK, 19.0 FEET EAST OF WOODS ROAD, 46.0 FEET
 FE2235'NORTHEAST OF MAIN DIRT ROAD, AND ABOUT 4 FEET LOWER IN ELEVATION
 FE2235'THAN AND 115.33 FEET FROM STATION S 78 DEG 53 MIN E.
 FE2235'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD REFERENCE
 FE2235'DISKS IN CONCRETE. REFERENCE MARK NO. 2 IS BETWEEN TWO DIM
 FE2235'TRAILS WHICH MEET JUST EAST OF STATION, 10 FEET NORTHEAST OF CENTER
 FE2235'LINE OF ONE TRAIL, 23.0 FEET SOUTHWEST OF CENTER LINE OF OTHER TRAIL,
 FE2235'AND 7 FEET LOWER IN ELEVATION THAN AND 95.21 FEET (SLOPE DISTANCE)
 FE2235'FROM STATION N 10 DEG 17 MIN W. AZIMUTH MARK IS ON
 FE2235'SUMMIT OF HILL, ABOUT 350 YARDS WEST OF DILLS HOME, 15.0 FEET
 FE2235'SOUTHWEST OF CENTER LINE OF MAIN DIRT ROAD, AND 360 FEET FROM
 FE2235'STATION S 32 DEG 46 MIN E.
 FE2235
 FE2235                          STATION RECOVERY (1972)
 FE2235
 FE2235'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2235'CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION
 FE2235'125 FT N OF CENTERLINE GRAVEL ROAD.
 FE2235'13.2 WEST OF A 18 INCH BLACK OAK.
 FE2235'10.2 S 15 E OF 8 INCH BLACK OAK.
 FE2235'
 FE2235'STATION PROJECTS 1 FOOT.
 FE2235'
 FE2235'TVA POST AND SIGN SET.
 FE2235'
 FE2235'DILL AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL AZI 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION--
 FE2235'17.4 S 85 E OF A 10 INCH POST OAK.
 FE2235'5.1 N 25 W OF A 6 INCH POST OAK.
 FE2235'
 FE2235'STATION PROJECTS 10 INCHES.
 FE2235'
 FE2235'TVA POST AND SIGN SET.
 FE2235'
 FE2235'DILL RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL NO. 1 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION--
 FE2235'9 FT EAST OF WOODS ROAD.
 FE2235'27.5 NE OF A 8 INCH WHITE OAK.
 FE2235'19.3 S 65 E OF A 16 INCH POST OAK.
 FE2235'
 FE2235'DILL RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL NO. 2 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION--
 FE2235'13.1 S 80 W OF A 12 INCH WHITE OAK.
 FE2235'18.9 N 45 E OF A 18 INCH RED OAK.
 FE2235'STATION PROJECTS 10 INCHES.
 FE2235'
 FE2235'DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NW OF CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2254 ***********************************************************************
 GC2254  DESIGNATION -  DILLON
 GC2254  PID         -  GC2254
 GC2254  STATE/COUNTY-  TN/DAVIDSON
 GC2254  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2254
 GC2254                         *CURRENT SURVEY CONTROL
 GC2254  ___________________________________________________________________
 GC2254* NAD 83(1995)-  36 09 43.61898(N)    086 46 58.31989(W)     ADJUSTED  
 GC2254* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 GC2254  ___________________________________________________________________
 GC2254  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2254  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2254
 GC2254  HORZ ORDER  -  FIRST
 GC2254
 GC2254.The horizontal coordinates were established by classical geodetic methods
 GC2254.and adjusted by the National Geodetic Survey in April 1999..
 GC2254
 GC2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2254
 GC2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2254
 GC2254.The geoid height was determined by GEOID03.
 GC2254
 GC2254;                    North         East     Units Scale Factor Converg.
 GC2254;SPC TN       -   203,184.930   529,561.843   MT  0.99996474   -0 27 30.0
 GC2254;SPC TN       -   666,615.89  1,737,404.15   sFT  0.99996474   -0 27 30.0
 GC2254;UTM  16      - 4,001,951.610   519,529.596   MT  0.99960470   +0 07 41.2
 GC2254
 GC2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2254!SPC TN       -   0.99997400  x   0.99996474  =   0.99993874
 GC2254!UTM  16      -   0.99997400  x   0.99960470  =   0.99957871
 GC2254
 GC2254:                Primary Azimuth Mark                     Grid Az
 GC2254:SPC TN       -  INGLEWOOD STATE TB HOSP TANK             031 14 09.3
 GC2254:UTM  16      -  INGLEWOOD STATE TB HOSP TANK             030 38 58.1
 GC2254
 GC2254|---------------------------------------------------------------------|
 GC2254| PID    Reference Object                     Distance      Geod. Az  |
 GC2254|                                                           dddmmss.s |
 GC2254| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 6.8 KM 0304639.3 |
 GC2254| GC2237 NASHVILLE D W SWINDLE CO TANK       APPROX. 5.4 KM 0335543.8 |
 GC2254| GC2232 DONELSON FIRST BAP CH SPIRE         APPROX. 9.6 KM 0843841.7 |
 GC2254| GC2238 NASHVILLE MAIN PUMPING STA STK      APPROX. 5.2 KM 0894618.0 |
 GC2254| CG5249 DILLON RM 1                           3.817 METERS 09134     |
 GC2254| GC2274 NASHVILLE RADIO STA WSOK MAST       APPROX. 1.7 KM 0980044.0 |
 GC2254| GC2261 NASHVILLE CITY GEN HOSP STACK       APPROX. 1.6 KM 1101341.2 |
 GC2254| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 1.2 KM 1195055.3 |
 GC2254| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 3.7 KM 1372058.6 |
 GC2254| GC2264 NASHVILLE FIRST BAP CH SPIRE        370.981 METERS 14900     |
 GC2254| GC2221 SE OF NASHVILLE LARGE TANK          APPROX. 7.5 KM 1524457.9 |
 GC2254| GC2220 NASHVILLE WOODBINE MUN TANK         APPROX. 7.6 KM 1524838.7 |
 GC2254| CG5250 DILLON RM 2                           1.872 METERS 15440     |
 GC2254| GC2269 NASHVILLE OLD PO BLDG CLOCKTWR      375.868 METERS 15947     |
 GC2254| GC2270 NASHVILLE OLD WSM N RADIO TWR       APPROX. 2.5 KM 1973258.2 |
 GC2254| GC2271 NASHVILLE OLD WSM S RADIO TWR       APPROX. 2.6 KM 1975218.6 |
 GC2254| GC2267 NASHVILLE L AND N RR STA BALL       APPROX. 0.6 KM 1991754.9 |
 GC2254| GC2285 VANDERBILT U POWERHOUSE STACK       APPROX. 2.6 KM 2254017.0 |
 GC2254| GC2286 VANDERBILT UNIV COLL HALL TWR       APPROX. 2.4 KM 2285851.0 |
 GC2254| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 2.1 KM 2380201.1 |
 GC2254| GC2260 NASHVILLE BAPTIST HOSPITAL STK      APPROX. 1.9 KM 2452037.1 |
 GC2254| GC2266 NASHVILLE FISK UNIV MEM CHAPEL      APPROX. 2.0 KM 2881419.2 |
 GC2254| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 2.1 KM 2905604.3 |
 GC2254|---------------------------------------------------------------------|
 GC2254
 GC2254                          SUPERSEDED SURVEY CONTROL
 GC2254
 GC2254  NAD 83(1995)-  36 09 43.62100(N)    086 46 58.32185(W) AD(       ) 1
 GC2254  NAD 83(1995)-  36 09 43.62310(N)    086 46 58.32193(W) AD(       ) 1
 GC2254  NAD 83(1986)-  36 09 43.62915(N)    086 46 58.32299(W) AD(       ) 1
 GC2254  NAD 27      -  36 09 43.42400(N)    086 46 58.32700(W) AD(       ) 1
 GC2254  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 GC2254
 GC2254.Superseded values are not recommended for survey control.
 GC2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2254.See file dsdata.txt to determine how the superseded data were derived.
 GC2254
 GC2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1953001952(NAD 83)
 GC2254_MARKER: S = SPIKE
 GC2254_SETTING: 0 = UNSPECIFIED SETTING
 GC2254
 GC2254  HISTORY     - Date     Condition        Report By
 GC2254  HISTORY     - 1933     MONUMENTED       CGS
 GC2254  HISTORY     - 1949     GOOD             AMS
 GC2254  HISTORY     - 1953     GOOD             CGS
 GC2254  HISTORY     - 1959     GOOD             CGS
 GC2254  HISTORY     - 1961     GOOD             TNHD
 GC2254  HISTORY     - 1963     GOOD             TNHD
 GC2254  HISTORY     - 1965     SEE DESCRIPTION  TNHD
 GC2254
 GC2254                          STATION DESCRIPTION
 GC2254
 GC2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2254'IN NASHVILLE, ON ROOF OF THE BENNIE DILLON BUILDING AT NORTHWEST
 GC2254'CORNER OF SEVENTH AND CHURCH STREETS, ON LOWER LEVEL OF ROAD, 23.6
 GC2254'FEET EAST OF INSIDE OF WEST PARAPET WALL, AND 5.8 FEET NORTH OF
 GC2254'INSIDE OF SOUTH PARAPET WALL.  MARKED BY CROSS ON TOP OF BRASS
 GC2254'SPIKE IN CONCRETE.  REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK
 GC2254'IN DRILL HOLE IN CENTER OF TOP OF RAISED PORTION OF SOUTH PARAPET
 GC2254'WALL, 26.5 FEET WEST OF SOUTHEAST CORNER OF BUILDING, AND 12.53 FEET
 GC2254'FROM STATION.  REFERENCE MARK NO. 2 IS
 GC2254'STANDARD REFERENCE DISK IN DRILL HOLE IN CENTER OF TOP OF RAISED
 GC2254'PORTION OF SOUTH PARAPET WALL, 24.5 FEET EAST OF SOUTHWEST CORNER OF
 GC2254'BUILDING, AND 6.15 FEET FROM STATION.
 GC2254'DISTANCE BETWEEN REFERENCE MARKS IS 11.16 FEET.  POINT AT CENTER OF
 GC2254'TRIANGLE CHISELED ON VENT PIPE ON CITY HOSPITAL WAS USED AS
 GC2254'AZIMUTH MARK.  IT IS ON TOP OF NORTHWEST WING, AT CENTER OF FIRST
 GC2254'VENT PIPE NORTHWEST OF ELEVATOR SHAFT, 22 FEET NORTHWEST OF
 GC2254'ELEVATOR SHAFT WALL, 22 FEET SOUTH OF NORTHWEST CORNER OF WING OF
 GC2254'BUILDING, 2 FEET SOUTHEAST OF NORTHWEST WALL, AND ABOUT 1.0 MILE
 GC2254'FROM STATION.
 GC2254'STATION LOVE (SEE DESCRIPTION AND GEOGRAPHIC POSITION
 GC2254'THEREOF) IS VISIBLE FROM STATION.
 GC2254
 GC2254                          STATION RECOVERY (1949)
 GC2254
 GC2254'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2254'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2254'
 GC2254'STATION MARK IS A 3/4-INCH BRASS ROD PROJECTING ABOUT 2 INCHES
 GC2254'THROUGH THE COMPOSITION ROOFING.  (PREVIOUS DESCRIPTION REPORTED
 GC2254'THE ROD TO BE SET IN CONCRETE.) THERE IS AN X CUT INTO THE TOP OF
 GC2254'THE ROD.  IT IS LOCATED IN THE CENTRAL SECTION OF NASHVILLE, ON
 GC2254'THE ROOF OF THE DILLON BUILDING AT SEVENTH AND CHURCH STREETS, 38
 GC2254'FEET SW OF THE NE EDGE OF THE BUILDING, 25 FEET NE OF THE SW EDGE
 GC2254'OF THE BUILDING, AND 7 FEET NW OF THE SE EDGE OF THE BUILDING.
 GC2254'
 GC2254'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF THE
 GC2254'RAISED PORTION OF THE BUILDING PARAPET AT THE SE EDGE OF THE
 GC2254'BUILDING, AND 12 FEET E OF THE STATION MARK.  THE DISK IS STAMPED
 GC2254'DILLON NO 1 1933.
 GC2254'
 GC2254'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF THE
 GC2254'RAISED PORTION OF THE BUILDING PARAPET AT THE SE EDGE OF THE
 GC2254'BUILDING, AND 7 FEET SE OF THE STATION MARK.  THE DISK IS STAMPED
 GC2254'DILLON NO 2 1933.
 GC2254
 GC2254                          STATION RECOVERY (1953)
 GC2254
 GC2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2254'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2254'CONDITION.  THE OBJECT USED AS THE AZIMUTH MARK HAD BEEN ALTERED AND
 GC2254'COULD NOT BE USED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 GC2254'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE STATION MARK
 GC2254'IS A BRASS SPIKE ABOUT 1/2 INCH IN DIAMETER WHICH PROJECTS ABOUT 2
 GC2254'INCHES FROM THE TOP OF THE ROOF.  THE OLD DESCRIPTION IS ADEQUATE.
 GC2254'
 GC2254'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2254
 GC2254                          STATION RECOVERY (1959)
 GC2254
 GC2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2254'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2254'GOOD CONDITION. THE OLD DESCRIPTION IS ADEQUATE.
 GC2254
 GC2254                          STATION RECOVERY (1961)
 GC2254
 GC2254'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2254'THE STATION AND ALL WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2254'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE MARKS
 GC2254'AND THE STATION AND WERE FOUND TO CHECK THE 1933 MEASUREMENTS.  THE
 GC2254'1933 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2254
 GC2254                          STATION RECOVERY (1963)
 GC2254
 GC2254'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC2254'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 GC2254'1961 AND THE 1961 DESCRIPTION IS COMPLETELY ADEQUATE.  ALL
 GC2254'OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2254
 GC2254                          STATION RECOVERY (1965)
 GC2254
 GC2254'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC2254'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 GC2254'DESCRIBED.  THE BRASS ROD THAT HAD BEEN USED AS THE STATION MARK
 GC2254'HAD BEEN REMOVED, BUT THE HOLE FROM WHICH IT CAME WAS FOUND AND USED
 GC2254'AS THE STATION MARK BY THE PARTY.  THE PIN WAS REMOVED SO THAT ROOF
 GC2254'REPAIRS COULD BE MADE.  AFTER THESE REPAIRS HAVE BEEN COMPLETED THE
 GC2254'STATION MAY BE RELOCATED FROM THE REFERENCE MARKS.
 GC2254'
 GC2254'THE 1933 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2638 ***********************************************************************
 GB2638  DESIGNATION -  DIRT ROCKHOUSE LOOKOUT TOWER
 GB2638  PID         -  GB2638
 GB2638  STATE/COUNTY-  TN/FENTRESS
 GB2638  USGS QUAD   -  SHARP PLACE (1981)
 GB2638
 GB2638                         *CURRENT SURVEY CONTROL
 GB2638  ___________________________________________________________________
 GB2638* NAD 83(1995)-  36 31 24.46301(N)    084 46 28.75214(W)     ADJUSTED  
 GB2638* NAVD 88     -                                                        
 GB2638  ___________________________________________________________________
 GB2638  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GB2638  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2638
 GB2638  HORZ ORDER  -  THIRD
 GB2638
 GB2638.The horizontal coordinates were established by classical geodetic methods
 GB2638.and adjusted by the National Geodetic Survey in April 1999..
 GB2638
 GB2638
 GB2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2638
 GB2638.The geoid height was determined by GEOID03.
 GB2638
 GB2638;                    North         East     Units Scale Factor Converg.
 GB2638;SPC TN       -   243,686.666   709,746.427   MT  1.00002069   +0 43 02.5
 GB2638;SPC TN       -   799,495.34  2,328,559.74   sFT  1.00002069   +0 43 02.5
 GB2638;UTM  16      - 4,044,314.082   699,246.103   MT  1.00008913   +1 19 29.5
 GB2638
 GB2638                          SUPERSEDED SURVEY CONTROL
 GB2638
 GB2638  NAD 83(1995)-  36 31 24.46327(N)    084 46 28.75183(W) AD(       ) 4
 GB2638  NAD 83(1995)-  36 31 24.47231(N)    084 46 28.75781(W) AD(       ) 4
 GB2638  NAD 83(1986)-  36 31 24.47168(N)    084 46 28.75804(W) AD(       ) 4
 GB2638  NAD 27      -  36 31 24.18900(N)    084 46 28.98500(W) AD(       ) 3
 GB2638
 GB2638.Superseded values are not recommended for survey control.
 GB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2638.See file dsdata.txt to determine how the superseded data were derived.
 GB2638
 GB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9924644314(NAD 83)
 GB2638_MARKER: 57 = LOOKOUT TOWER
 GB2638
 GB2638  HISTORY     - Date     Condition        Report By
 GB2638  HISTORY     - 1935     FIRST OBSERVED   CGS
 GB2638  HISTORY     - 1950     GOOD             CGS
 GB2638
 GB2638                          STATION DESCRIPTION
 GB2638
 GB2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2638'STATION IS THE CENTER OF THE DIRT ROCKHOUSE FIRE TOWER, WHICH IS
 GB2638'LOCATED ABOUT 11 MILES NE OF JAMESTOWN, TENNESSEE, AND 6 MILES
 GB2638'SE OF THE ROCK CREEK POST OFFICE.
 GB2638'
 GB2638'STATION WAS CUT IN FROM STATIONS BRANUM, STERNS, AND SLAVEN.
 GB2638
 GB2638                          STATION RECOVERY (1950)
 GB2638
 GB2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2638'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF JAMESTOWN ON LAND
 GB2638'OWNED BY THE STATE OF TENNESSEE. IT IS A FOUR-LEGGED STEEL TOWER
 GB2638'PAINTED GREY WITH AN ENCLOSED CAB ON TOP AND ABOUT 100 FEET HIGH. A
 GB2638'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GB2638'ROCKHOUSE AND THE DISTANCE WAS FOUND TO BE 4.6 FEET (1.40 METERS.)
 GB2638'
 GB2638'THE POINT TRAVERSED TO AND OBSERVED ON WAS THE CENTER OF THE BASE OF
 GB2638'THE TOWER.
 GB2638'
 GB2638'TO REACH THE STATION FROM THE COURTHOUSE IN JAMESTOWN, GO NORTH ON
 GB2638'STATE HIGHWAY 26 FOR 2.0 MILES TO A T-ROAD RIGHT AND SIGN PICKETT
 GB2638'STATE PARK, TURN RIGHT AND GO 1.1 MILES TO A T-ROAD INTERSECTION,
 GB2638'TURN LEFT AND GO 3.4 MILES TO A FORK, TAKE LEFT FORK AND GO 4.7
 GB2638'MILES TO A CROSSROAD AND SIGN PICKETT STATE PARK, TURN LEFT AND GO
 GB2638'1.2 MILES TO TWO LARGE STONE POSTS, KEEP RIGHT AND GO 0.75 MILE
 GB2638'TO A FORK, TURN RIGHT AND GO 1.0 MILE TO ANOTHER FORK, TAKE RIGHT
 GB2638'FORK AND GO 1.2 MILES TO A FORK, KEEP RIGHT AND GO 0.4 MILE TO THE
 GB2638'LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1271 ***********************************************************************
 EE1271  DESIGNATION -  DIXIE
 EE1271  PID         -  EE1271
 EE1271  STATE/COUNTY-  TN/HAMILTON
 EE1271  USGS QUAD   -  EAST RIDGE (1982)
 EE1271
 EE1271                         *CURRENT SURVEY CONTROL
 EE1271  ___________________________________________________________________
 EE1271* NAD 83(1995)-  34 59 22.98828(N)    085 12 15.46516(W)     ADJUSTED  
 EE1271* NAVD 88     -       212.749  (meters)     697.99   (feet)  POSTED    
 EE1271  ___________________________________________________________________
 EE1271  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EE1271  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1271  DYNAMIC HT  -         212.540 (meters)     697.31  (feet)  COMP
 EE1271  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EE1271
 EE1271  HORZ ORDER  -  SECOND
 EE1271  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1271
 EE1271.The horizontal coordinates were established by classical geodetic methods
 EE1271.and adjusted by the National Geodetic Survey in April 1999..
 EE1271
 EE1271.The orthometric height was determined by differential leveling
 EE1271.and adjusted by the National Geodetic Survey in 1992..
 EE1271.No vertical observational check was made to the station.
 EE1271.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1271.was located on a no-check spur therefore a value was not computed.
 EE1271
 EE1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1271
 EE1271.The geoid height was determined by GEOID03.
 EE1271
 EE1271.The dynamic height is computed by dividing the NAVD 88
 EE1271.geopotential number by the normal gravity value computed on the
 EE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1271.degrees latitude (g = 980.6199 gals.).
 EE1271
 EE1271.The modeled gravity was interpolated from observed gravity values.
 EE1271
 EE1271;                    North         East     Units Scale Factor Converg.
 EE1271;SPC TN       -    73,122.824   672,650.734   MT  1.00005612   +0 27 57.0
 EE1271;SPC TN       -   239,903.80  2,206,854.95   sFT  1.00005612   +0 27 57.0
 EE1271;SPC GA W     -   553,775.483   605,272.567   MT  1.00001056   -0 35 42.2
 EE1271;SPC GA W     - 1,816,845.06  1,985,798.41   sFT  1.00001056   -0 35 42.2
 EE1271;UTM  16      - 3,873,375.931   663,890.729   MT  0.99993105   +1 01 47.8
 EE1271
 EE1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1271!SPC TN       -   0.99997128  x   1.00005612  =   1.00002740
 EE1271!SPC GA W     -   0.99997128  x   1.00001056  =   0.99998184
 EE1271!UTM  16      -   0.99997128  x   0.99993105  =   0.99990234
 EE1271
 EE1271|---------------------------------------------------------------------|
 EE1271| PID    Reference Object                     Distance      Geod. Az  |
 EE1271|                                                           dddmmss.s |
 EE1271| EE1272 DIXIE RM 1                           18.175 METERS 08128     |
 EE1271| EE1270 DIXIE RM 2                           17.362 METERS 26018     |
 EE1271| EE1273 DIXIE AZ MK                                        2641050.4 |
 EE1271| FC1258 SPRING                              APPROX. 1.7 KM 3354316.7 |
 EE1271|---------------------------------------------------------------------|
 EE1271
 EE1271                          SUPERSEDED SURVEY CONTROL
 EE1271
 EE1271  NAD 83(1995)-  34 59 22.98945(N)    085 12 15.46618(W) AD(       ) 2
 EE1271  NAD 83(1995)-  34 59 22.98822(N)    085 12 15.46832(W) AD(       ) 2
 EE1271  NAD 83(1995)-  34 59 22.98881(N)    085 12 15.46632(W) AD(       ) 2
 EE1271  NAD 83(1986)-  34 59 22.98908(N)    085 12 15.46584(W) AD(       ) 2
 EE1271  NAD 27      -  34 59 22.71990(N)    085 12 15.63010(W) AD(       ) 2
 EE1271  NGVD 29 (??/??/92)  212.759  (m)          698.03   (f) ADJ UNCH    2 0
 EE1271
 EE1271.Superseded values are not recommended for survey control.
 EE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1271.See file dsdata.txt to determine how the superseded data were derived.
 EE1271
 EE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6389173376(NAD 83)
 EE1271_MARKER: DE = TRAVERSE STATION DISK
 EE1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1271_STAMPING: DIXIE 1961
 EE1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1271+STABILITY: SURFACE MOTION
 EE1271
 EE1271  HISTORY     - Date     Condition        Report By
 EE1271  HISTORY     - 1961     MONUMENTED       CGS
 EE1271  HISTORY     - 1962     GOOD             NGS
 EE1271  HISTORY     - 19960605 GOOD             USPSQD
 EE1271
 EE1271                          STATION DESCRIPTION
 EE1271
 EE1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 EE1271'THE STATION IS LOCATED AT THE EAST EDGE OF EAST RIDGE, 1/2 MILE NORTH
 EE1271'OF THE GEORGIA STATE LINE AND IN THE SOUTHWEST INTERSECTION OF
 EE1271'RINGOLD ROAD (U.S. HIGHWAY 41) AND THE INTERSTATE HIGHWAY 75.
 EE1271'
 EE1271'THE MARK IS 26.9 FEET WEST OF A METAL LIGHT POLE, 17.7 FEET SOUTH OF
 EE1271'NORTH EDGE OF BLACK TOP, 5.7 FT. SOUTHWEST OF A METAL WITNESS POST
 EE1271'AND 3 FEET SOUTH OF A METAL GUARD RAIL.  THE MARK IS A STANDARD DISK
 EE1271'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH AND IS STAMPED
 EE1271'DIXIE 1961.
 EE1271'
 EE1271'REFERENCE MARK NO. 1 IS 20 FEET WEST OF SOUTHWEST END OF OVERPASS, 16
 EE1271'FEET SOUTH OF NORTH EDGE OF BLACK TOP AND 4 FEET SOUTHEAST OF EAST
 EE1271'END OF METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE TOP OF A
 EE1271'SQUARE CONCRETE POST, SET FLUSH WITH THE GROUND AND IS STAMPED DIXIE
 EE1271'NO 1 1961.
 EE1271'
 EE1271'REFERENCE MARK NO. 2 IS 43 FEET EAST FROM A METAL LIGHT POLE AND 8
 EE1271'FEET SOUTH OF A METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE
 EE1271'TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 EE1271'STAMPED DIXIE NO 2 1961.
 EE1271'
 EE1271'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF THE WEST BOUND
 EE1271'LANE, 16 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE, 2.8 FEET
 EE1271'EAST OF MIDDLE ONE OF THREE BLACK AND WHITE CAUTION SIGNS, WITH
 EE1271'METAL WITNESS SIGN ATTACHED, AND 2.5 FEET WEST OF EAST CURB OF
 EE1271'CONCRETE ISLAND.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 EE1271'CONCRETE ISLAND SEPERATING THE EAST AND WEST BOUND TRAFFIC.
 EE1271'
 EE1271'TO REACH FROM THE OVERPASS ON RINGOLD ROAD, GO WEST ON RINGOLD ROAD
 EE1271'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 EE1271
 EE1271                          STATION RECOVERY (1962)
 EE1271
 EE1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EE1271'IN EAST RIDGE.
 EE1271'THE STATION IS LOCATED AT THE EAST EDGE OF EAST RIDGE, 1/2 MILE
 EE1271'NORTH OF THE GEORGIA STATE LINE AND IN THE SOUTHWEST INTERSECTION
 EE1271'OF RINGOLD ROAD (U.S. HIGHWAY 41) AND THE INTERSTATE HIGHWAY 75,
 EE1271'26.9 FEET WEST OF A METAL LIGHT POLE, 17.7 FEET SOUTH OF NORTH
 EE1271'EDGE OF BLACK TOP, 5.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 EE1271'3 FEET SOUTH OF METAL GUARD RAIL.  THE MARK IS A STANDARD DISK
 EE1271'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EE1271'AND IS ABOUT LEVEL WITH THE ROAD.
 EE1271
 EE1271                          STATION RECOVERY (1996)
 EE1271
 EE1271'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1273 ***********************************************************************
 EE1273  DESIGNATION -  DIXIE AZ MK
 EE1273  PID         -  EE1273
 EE1273  STATE/COUNTY-  TN/HAMILTON
 EE1273  USGS QUAD   -  EAST RIDGE (1982)
 EE1273
 EE1273                         *CURRENT SURVEY CONTROL
 EE1273  ___________________________________________________________________
 EE1273* NAD 83(1986)-  34 59 21.     (N)    085 12 26.     (W)     SCALED    
 EE1273* NAVD 88     -       210.458  (meters)     690.48   (feet)  POSTED    
 EE1273  ___________________________________________________________________
 EE1273  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1273  DYNAMIC HT  -         210.250 (meters)     689.80  (feet)  COMP
 EE1273  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EE1273
 EE1273  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1273
 EE1273.The horizontal coordinates were scaled from a topographic map and have
 EE1273.an estimated accuracy of +/- 6 seconds.
 EE1273
 EE1273.The orthometric height was determined by differential leveling
 EE1273.and adjusted by the National Geodetic Survey in 1992..
 EE1273.No vertical observational check was made to the station.
 EE1273.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1273.was located on a no-check spur therefore a value was not computed.
 EE1273
 EE1273.The geoid height was determined by GEOID03.
 EE1273
 EE1273.The dynamic height is computed by dividing the NAVD 88
 EE1273.geopotential number by the normal gravity value computed on the
 EE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1273.degrees latitude (g = 980.6199 gals.).
 EE1273
 EE1273.The modeled gravity was interpolated from observed gravity values.
 EE1273
 EE1273;                    North         East    Units  Estimated Accuracy
 EE1273;SPC TN       -    73,060.      672,380.      MT  (+/- 180 meters Scaled)
 EE1273
 EE1273                          SUPERSEDED SURVEY CONTROL
 EE1273
 EE1273  NGVD 29 (??/??/92)  210.467  (m)          690.51   (f) ADJ UNCH    2 0
 EE1273
 EE1273.Superseded values are not recommended for survey control.
 EE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1273.See file dsdata.txt to determine how the superseded data were derived.
 EE1273
 EE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD636733(NAD 83)
 EE1273_MARKER: DZ = AZIMUTH MARK DISK
 EE1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1273_SP_SET: CONC ISLAND
 EE1273_STAMPING: DIXIE 1961
 EE1273_MARK LOGO: CGS   
 EE1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1273
 EE1273  HISTORY     - Date     Condition        Report By
 EE1273  HISTORY     - 1961     MONUMENTED       CGS
 EE1273  HISTORY     - 1962     GOOD             NGS
 EE1273  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 EE1273
 EE1273                          STATION DESCRIPTION
 EE1273
 EE1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1273'IN EAST RIDGE.
 EE1273'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE DIXIE STATION SITE, 17
 EE1273'FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE, 16 FEET NORTH
 EE1273'OF THE CENTER OF THE EAST BOUND LANE, 2.8 FEET EAST OF MIDDLE ONE
 EE1273'OF THREE BLACK AND WHITE CAUTION SIGNS, WITH METAL WITNESS SIGN
 EE1273'ATTACHED, 2.5 FEET WEST OF EAST CURB OF CONCRETE ISLAND.  A
 EE1273'STANDARD DISK SET IN A DRILL HOLE IN CONCRETE ISLAND SEPERATING
 EE1273'THE EAST AND WEST BOUND TRAFFIC.
 EE1273
 EE1273                          STATION RECOVERY (1996)
 EE1273
 EE1273'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1272 ***********************************************************************
 EE1272  DESIGNATION -  DIXIE RM 1
 EE1272  PID         -  EE1272
 EE1272  STATE/COUNTY-  TN/HAMILTON
 EE1272  USGS QUAD   -  EAST RIDGE (1982)
 EE1272
 EE1272                         *CURRENT SURVEY CONTROL
 EE1272  ___________________________________________________________________
 EE1272* NAD 83(1986)-  34 59 23.     (N)    085 12 15.     (W)     SCALED    
 EE1272* NAVD 88     -       213.231  (meters)     699.58   (feet)  POSTED    
 EE1272  ___________________________________________________________________
 EE1272  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1272  DYNAMIC HT  -         213.020 (meters)     698.88  (feet)  COMP
 EE1272  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EE1272
 EE1272  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1272
 EE1272.The horizontal coordinates were scaled from a topographic map and have
 EE1272.an estimated accuracy of +/- 6 seconds.
 EE1272
 EE1272.The orthometric height was determined by differential leveling
 EE1272.and adjusted by the National Geodetic Survey in 1992..
 EE1272.No vertical observational check was made to the station.
 EE1272.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1272.was located on a no-check spur therefore a value was not computed.
 EE1272
 EE1272.The geoid height was determined by GEOID03.
 EE1272
 EE1272.The dynamic height is computed by dividing the NAVD 88
 EE1272.geopotential number by the normal gravity value computed on the
 EE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1272.degrees latitude (g = 980.6199 gals.).
 EE1272
 EE1272.The modeled gravity was interpolated from observed gravity values.
 EE1272
 EE1272;                    North         East    Units  Estimated Accuracy
 EE1272;SPC TN       -    73,120.      672,660.      MT  (+/- 180 meters Scaled)
 EE1272
 EE1272                          SUPERSEDED SURVEY CONTROL
 EE1272
 EE1272  NGVD 29 (??/??/92)  213.240  (m)          699.60   (f) ADJ UNCH    2 0
 EE1272
 EE1272.Superseded values are not recommended for survey control.
 EE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1272.See file dsdata.txt to determine how the superseded data were derived.
 EE1272
 EE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD639733(NAD 83)
 EE1272_MARKER: DR = REFERENCE MARK DISK
 EE1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1272_STAMPING: DIXIE NO 1 1961
 EE1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1272+STABILITY: SURFACE MOTION
 EE1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1272+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 EE1272
 EE1272  HISTORY     - Date     Condition        Report By
 EE1272  HISTORY     - 1961     MONUMENTED       CGS
 EE1272  HISTORY     - 1962     GOOD             NGS
 EE1272  HISTORY     - 19960605 GOOD             USPSQD
 EE1272  HISTORY     - 20050802 GOOD             INDIV
 EE1272
 EE1272                          STATION DESCRIPTION
 EE1272
 EE1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1272'IN EAST RIDGE.
 EE1272'AT THE DIXIE STATION SITE, 59.6 FEET EAST OF THE STATION, 20
 EE1272'FEET WEST OF SOUTHWEST END OF OVERPASS, 16 FEET SOUTH OF SOUTH EDGE
 EE1272'OF PAVEMENT, 4 FEET SOUTHEAST OF EAST END OF METAL GUARD RAIL.
 EE1272'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 EE1272'WITH THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 EE1272
 EE1272                          STATION RECOVERY (1996)
 EE1272
 EE1272'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1272'RECOVERED IN GOOD CONDITION.
 EE1272
 EE1272                          STATION RECOVERY (2005)
 EE1272
 EE1272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SWC)
 EE1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1270 ***********************************************************************
 EE1270  DESIGNATION -  DIXIE RM 2
 EE1270  PID         -  EE1270
 EE1270  STATE/COUNTY-  TN/HAMILTON
 EE1270  USGS QUAD   -  EAST RIDGE (1982)
 EE1270
 EE1270                         *CURRENT SURVEY CONTROL
 EE1270  ___________________________________________________________________
 EE1270* NAD 83(1986)-  34 59 23.     (N)    085 12 15.     (W)     SCALED    
 EE1270* NAVD 88     -       211.838  (meters)     695.01   (feet)  POSTED    
 EE1270  ___________________________________________________________________
 EE1270  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1270  DYNAMIC HT  -         211.630 (meters)     694.32  (feet)  COMP
 EE1270  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EE1270
 EE1270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1270
 EE1270.The horizontal coordinates were scaled from a topographic map and have
 EE1270.an estimated accuracy of +/- 6 seconds.
 EE1270
 EE1270.The orthometric height was determined by differential leveling
 EE1270.and adjusted by the National Geodetic Survey in 1992..
 EE1270.No vertical observational check was made to the station.
 EE1270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1270.was located on a no-check spur therefore a value was not computed.
 EE1270
 EE1270.The geoid height was determined by GEOID03.
 EE1270
 EE1270.The dynamic height is computed by dividing the NAVD 88
 EE1270.geopotential number by the normal gravity value computed on the
 EE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1270.degrees latitude (g = 980.6199 gals.).
 EE1270
 EE1270.The modeled gravity was interpolated from observed gravity values.
 EE1270
 EE1270;                    North         East    Units  Estimated Accuracy
 EE1270;SPC TN       -    73,120.      672,660.      MT  (+/- 180 meters Scaled)
 EE1270
 EE1270                          SUPERSEDED SURVEY CONTROL
 EE1270
 EE1270  NGVD 29 (??/??/92)  211.848  (m)          695.04   (f) ADJ UNCH    2 0
 EE1270
 EE1270.Superseded values are not recommended for survey control.
 EE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1270.See file dsdata.txt to determine how the superseded data were derived.
 EE1270
 EE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD639733(NAD 83)
 EE1270_MARKER: DR = REFERENCE MARK DISK
 EE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1270_STAMPING: DIXIE NO 2 1961
 EE1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1270+STABILITY: SURFACE MOTION
 EE1270
 EE1270  HISTORY     - Date     Condition        Report By
 EE1270  HISTORY     - 1961     MONUMENTED       CGS
 EE1270  HISTORY     - 1962     GOOD             NGS
 EE1270  HISTORY     - 19960605 GOOD             USPSQD
 EE1270
 EE1270                          STATION DESCRIPTION
 EE1270
 EE1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1270'IN EAST RIDGE.
 EE1270'AT THE DIXIE STATION SITE, 56.9 FEET WEST OF THE STATION, 43
 EE1270'FEET EAST OF A METAL LIGHT POLE, 8 FEET SOUTH OF A METAL GUARD
 EE1270'RAIL.  A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 EE1270'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 EE1270
 EE1270                          STATION RECOVERY (1996)
 EE1270
 EE1270'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE6167 ***********************************************************************
 DE6167  SACS        -  This is a Secondary Airport Control Station.
 DE6167  DESIGNATION -  DKX A
 DE6167  PID         -  DE6167
 DE6167  STATE/COUNTY-  TN/KNOX
 DE6167  USGS QUAD   -  KNOXVILLE (1978)
 DE6167
 DE6167                         *CURRENT SURVEY CONTROL
 DE6167  ___________________________________________________________________
 DE6167* NAD 83(1995)-  35 57 44.73344(N)    083 52 44.01657(W)     ADJUSTED  
 DE6167* NAVD 88     -       253.14   (meters)     830.5    (feet)  GPS OBS   
 DE6167  ___________________________________________________________________
 DE6167  X           -     551,132.677 (meters)                     COMP
 DE6167  Y           -  -5,139,160.550 (meters)                     COMP
 DE6167  Z           -   3,724,948.576 (meters)                     COMP
 DE6167  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DE6167  ELLIP HEIGHT-         222.44  (meters)          (07/11/02) GPS OBS
 DE6167  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE6167
 DE6167  HORZ ORDER  -  FIRST
 DE6167  ELLP ORDER  -  THIRD     CLASS I
 DE6167
 DE6167.This mark is at Knoxville Downtown Isl Airport (DKX)
 DE6167
 DE6167.The horizontal coordinates were established by GPS observations
 DE6167.and adjusted by the National Geodetic Survey in July 2002..
 DE6167
 DE6167.The orthometric height was determined by GPS observations and a
 DE6167.high-resolution geoid model.
 DE6167
 DE6167.GPS derived orthometric heights for airport stations designated as
 DE6167.PACS or SACS are published to 2 decimal places.  This maintains
 DE6167.centimeter relative accuracy between the PACS and SACS.  It does
 DE6167.not indicate centimeter accuracy relative to other marks which are
 DE6167.part of the NAVD 88 network.
 DE6167
 DE6167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6167
 DE6167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6167
 DE6167.The ellipsoidal height was determined by GPS observations
 DE6167.and is referenced to NAD 83.
 DE6167
 DE6167.The geoid height was determined by GEOID03.
 DE6167
 DE6167;                    North         East     Units Scale Factor Converg.
 DE6167;SPC TN       -   182,819.739   791,313.092   MT  0.99995090   +1 14 30.4
 DE6167;SPC TN       -   599,801.09  2,596,166.37   sFT  0.99995090   +1 14 30.4
 DE6167;UTM  17      - 3,983,613.251   240,374.966   MT  1.00043065   -1 41 29.7
 DE6167
 DE6167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6167!SPC TN       -   0.99996509  x   0.99995090  =   0.99991599
 DE6167!UTM  17      -   0.99996509  x   1.00043065  =   1.00039572
 DE6167
 DE6167                          SUPERSEDED SURVEY CONTROL
 DE6167
 DE6167.No superseded survey control is available for this station.
 DE6167
 DE6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4037583613(NAD 83)
 DE6167_MARKER: DD = SURVEY DISK
 DE6167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE6167_STAMPING: DKX A 1996
 DE6167_MARK LOGO: NGS   
 DE6167_PROJECTION: FLUSH
 DE6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6167+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1996
 DE6167_ROD/PIPE-DEPTH: 1.0  meters
 DE6167_SLEEVE-DEPTH  : 0.1 meters
 DE6167
 DE6167  HISTORY     - Date     Condition        Report By
 DE6167  HISTORY     - 19960101 MONUMENTED       NGS
 DE6167
 DE6167                          STATION DESCRIPTION
 DE6167
 DE6167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 DE6167'THE STATION IS LOCATED IN DOWNTOWN KNOXVILLE AT THE DOWNTOWN ISLAND
 DE6167'HOME AIRPORT,
 DE6167'NEAR THE WEST END OF THE AIRFIELD, AND BETWEEN THE RUNWAY END AND THE
 DE6167'TAXI.
 DE6167'OWNERSHIP--CITY OF KNOXVILLE.  CONTACT WILLIAM MARRISON FOR PERMISSION
 DE6167'TO OCCUPY THIS
 DE6167'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 423-970-2773.  FBO
 DE6167'IS HAWTHORNE
 DE6167'AVIATION.  PHONE 423-577-4461.
 DE6167' 
 DE6167'TO REACH FROM THE SOUTHEND OF THE GAY STREET BRIDGE OVER THE TENNESSEE
 DE6167'RIVER, GO
 DE6167'SOUTH, THEN EAST, ON GAY STREET FOR0.70 MI TO THE JUNCTION OF
 DE6167'MAPLEWOOD DRIVE.  BEAR
 DE6167'LEFT, EAST, ON MAPLEWOOD DRIVE FOR 0.15 MI TO TWO STONE PILLARS ( AT
 DE6167'THIS POINT THE ROAD
 DE6167'NAME CHANGES TO SPENCE PLACE).  CONTINUE EAST ON SPENCE PLACE FOR 0.8
 DE6167'MI TO THE AIRPORT
 DE6167'OFFICE ON THE LEFT.  FROM THE GATE GO NORTH ACROSS THE APRON 0.05 MI
 DE6167'TO THE PARALLEL
 DE6167'TAXIEWAY.  TURN LEFT, WEST ALONG THE TAXIWAY FOR 0.35 MI TO THE
 DE6167'STATION ON THE RIGHT
 DE6167'NEAR THE END OF THE TAXI.
 DE6167' 
 DE6167'THE STATOIN IS A SURVEY DISK SET INTO THE TOP OF A 1 M LONG FENO ROD
 DE6167'ENCASED IN A 0.17 M
 DE6167'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 DE6167'GROUND.  IT IS 85.6
 DE6167'FT EAST OF THE EAST EDGE OF THE CONNECTOR TAXIWAY, 58.1 FT SOUTH OF
 DE6167'THE SOUTH EDGE OF
 DE6167'THE TAXI, AND 56.4 FT NORTH OF THE NORTH EDGE OF THE PARALLEL TAXIWAY.
 DE6167'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE6167' 
 DE6167'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1349 ***********************************************************************
 FC1349  DESIGNATION -  DOBBINS
 FC1349  PID         -  FC1349
 FC1349  STATE/COUNTY-  TN/MARION
 FC1349  USGS QUAD   -  MONTEAGLE (1982)
 FC1349
 FC1349                         *CURRENT SURVEY CONTROL
 FC1349  ___________________________________________________________________
 FC1349* NAD 83(1995)-  35 13 41.15544(N)    085 49 30.09798(W)     ADJUSTED  
 FC1349* NAVD 88     -       582.013  (meters)    1909.49   (feet)  ADJUSTED  
 FC1349  ___________________________________________________________________
 FC1349  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FC1349  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1349  DYNAMIC HT  -         581.419 (meters)    1907.54  (feet)  COMP
 FC1349  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FC1349
 FC1349  HORZ ORDER  -  SECOND
 FC1349  VERT ORDER  -  SECOND    CLASS 0
 FC1349
 FC1349.The horizontal coordinates were established by classical geodetic methods
 FC1349.and adjusted by the National Geodetic Survey in April 1999..
 FC1349
 FC1349.The orthometric height was determined by differential leveling
 FC1349.and adjusted by the National Geodetic Survey in June 1991..
 FC1349
 FC1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1349
 FC1349.The geoid height was determined by GEOID03.
 FC1349
 FC1349.The dynamic height is computed by dividing the NAVD 88
 FC1349.geopotential number by the normal gravity value computed on the
 FC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1349.degrees latitude (g = 980.6199 gals.).
 FC1349
 FC1349.The modeled gravity was interpolated from observed gravity values.
 FC1349
 FC1349;                    North         East     Units Scale Factor Converg.
 FC1349;SPC TN       -    99,288.943   615,928.547   MT  1.00000394   +0 06 08.8
 FC1349;SPC TN       -   325,750.47  2,020,758.91   sFT  1.00000394   +0 06 08.8
 FC1349;UTM  16      - 3,898,971.278   606,922.355   MT  0.99974089   +0 40 40.2
 FC1349
 FC1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1349!SPC TN       -   0.99991317  x   1.00000394  =   0.99991711
 FC1349!UTM  16      -   0.99991317  x   0.99974089  =   0.99965408
 FC1349
 FC1349|---------------------------------------------------------------------|
 FC1349| PID    Reference Object                     Distance      Geod. Az  |
 FC1349|                                                           dddmmss.s |
 FC1349| FC1348 DOBBINS RM 1                         29.400 METERS 24016     |
 FC1349| FC1907 SEWANEE MUNICIPAL TANK              APPROX. 8.9 KM 2535355.5 |
 FC1349| FC1905 SEWANEE ATT RELAY TOWER             APPROX. 5.6 KM 2600459.0 |
 FC1349| FC1909 SEWANEE TVA RADIO MAST              APPROX. 5.7 KM 2603118.8 |
 FC1349| FC1906 SEWANEE LOOKOUT TOWER SC 1          APPROX. 5.8 KM 2605710.5 |
 FC1349| FC1396 MONTEAGLE                           APPROX. 2.5 KM 3013753.9 |
 FC1349| FC1350 DOBBINS RM 2                         37.183 METERS 30147     |
 FC1349| FC1351 DOBBINS AZ MK                                      3154636.1 |
 FC1349| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 1.9 KM 3172537.1 |
 FC1349|---------------------------------------------------------------------|
 FC1349
 FC1349                          SUPERSEDED SURVEY CONTROL
 FC1349
 FC1349  NAD 83(1995)-  35 13 41.15757(N)    085 49 30.09759(W) AD(       ) 2
 FC1349  NAD 83(1995)-  35 13 41.15785(N)    085 49 30.09830(W) AD(       ) 2
 FC1349  NAD 83(1995)-  35 13 41.16166(N)    085 49 30.09527(W) AD(       ) 2
 FC1349  NAD 83(1986)-  35 13 41.16259(N)    085 49 30.09442(W) AD(       ) 2
 FC1349  NAD 27      -  35 13 40.86800(N)    085 49 30.18860(W) AD(       ) 2
 FC1349  NGVD 29 (??/??/92)  581.996  (m)         1909.43   (f) ADJ UNCH    2 0
 FC1349
 FC1349.Superseded values are not recommended for survey control.
 FC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1349.See file dsdata.txt to determine how the superseded data were derived.
 FC1349
 FC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0692298971(NAD 83)
 FC1349_MARKER: DE = TRAVERSE STATION DISK
 FC1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1349_STAMPING: DOBBINS 1962
 FC1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1349+STABILITY: SURFACE MOTION
 FC1349
 FC1349  HISTORY     - Date     Condition        Report By
 FC1349  HISTORY     - 1962     MONUMENTED       CGS
 FC1349  HISTORY     - 1962     GOOD             CGS
 FC1349
 FC1349                          STATION DESCRIPTION
 FC1349
 FC1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1349'THE STATION IS LOCATED ON THE PROPERTY OF MR. C. E. DOBBINS, ABOUT 1
 FC1349'MILE SOUTHEAST OF MONTEAGLE AND JUST EAST OF U.S. HIGHWAY 41.
 FC1349'
 FC1349'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO EAST ON
 FC1349'U.S. HIGHWAY 41 FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY
 FC1349'41 AND STATE ROUTE 56, CONTINUE ON U.S. HIGHWAY 41 FOR 0.85 MILE TO
 FC1349'THE AZIMUTH MARK ON THE RIGHT. PROCEED ON U.S. HIGHWAY
 FC1349'41 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER PASSING THE
 FC1349'LONE OAK CAFE, TURN LEFT AND GO ABOUT 40 YARDS AND THE
 FC1349'STATION ON THE LEFT.
 FC1349'
 FC1349'THE STATION MARK IS 125 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FC1349'HIGHWAY 41, 35 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1349'GRAVELED ROAD AND 2.7 FEET WEST OF A METAL WITNESS POST. IT IS A
 FC1349'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT
 FC1349'WHICH PROJECTS 2 INCHES AND IS STAMPED DOBBINS 1962.
 FC1349'
 FC1349'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1349'U.S. HIGHWAY 41 AND 21 FEET SOUTH OF THE APPROXIMATE
 FC1349'CENTER OF A GRAVELED ROAD. IT IS A STANDARD DISK SET IN A SQUARE
 FC1349'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 FC1349'DOBBINS NO 1 1962.
 FC1349'
 FC1349'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1349'U.S. HIGHWAY 41, 12 FEET SOUTHWEST OF A 24-INCH TREE AND 8
 FC1349'FEET EAST OF A POWER LINE BRACE POLE. IT IS A STANDARD DISK SET IN A
 FC1349'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH AND IS
 FC1349'STAMPED DOBBINS NO 2 1962.
 FC1349'
 FC1349'THE AZIMUTH MARK IS 58 FEET SOUTH OF A POWER LINE POLE NO. 464, 38
 FC1349'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41
 FC1349'AND 1.6 FEET NORTHEAST OF A METAL WITNESS POST. IT IS A STANDARD DISK
 FC1349'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 FC1349'AND IS STAMPED DOBBINS 1962.
 FC1349'
 FC1349'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FC1349
 FC1349                          STATION RECOVERY (1962)
 FC1349
 FC1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1349'1.3 MI SE FROM MONTEAGLE.
 FC1349'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1349'ON U.S. HIGHWAYS 41 AND 64 FOR 1.30 MILES TO THE MARK SET NEAR
 FC1349'THE LONE OAK CAFE, 125 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1349'U.S. HIGHWAYS 41 AND 64, 35 FEET NORTH OF THE APPROXIMATE CENTER
 FC1349'OF A GRAVEL ROAD, AND 2.7 FEET WEST OF A METAL WITNESS POST.  A
 FC1349'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE
 FC1349'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1351 ***********************************************************************
 FC1351  DESIGNATION -  DOBBINS AZ MK
 FC1351  PID         -  FC1351
 FC1351  STATE/COUNTY-  TN/MARION
 FC1351  USGS QUAD   -  MONTEAGLE (1982)
 FC1351
 FC1351                         *CURRENT SURVEY CONTROL
 FC1351  ___________________________________________________________________
 FC1351* NAD 83(1986)-  35 13 46.     (N)    085 49 35.     (W)     SCALED    
 FC1351* NAVD 88     -       582.406  (meters)    1910.78   (feet)  ADJUSTED  
 FC1351  ___________________________________________________________________
 FC1351  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1351  DYNAMIC HT  -         581.812 (meters)    1908.83  (feet)  COMP
 FC1351  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 FC1351
 FC1351  VERT ORDER  -  SECOND    CLASS 0
 FC1351
 FC1351.The horizontal coordinates were scaled from a topographic map and have
 FC1351.an estimated accuracy of +/- 6 seconds.
 FC1351
 FC1351.The orthometric height was determined by differential leveling
 FC1351.and adjusted by the National Geodetic Survey in June 1991..
 FC1351
 FC1351.The geoid height was determined by GEOID03.
 FC1351
 FC1351.The dynamic height is computed by dividing the NAVD 88
 FC1351.geopotential number by the normal gravity value computed on the
 FC1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1351.degrees latitude (g = 980.6199 gals.).
 FC1351
 FC1351.The modeled gravity was interpolated from observed gravity values.
 FC1351
 FC1351;                    North         East    Units  Estimated Accuracy
 FC1351;SPC TN       -    99,440.      615,800.      MT  (+/- 180 meters Scaled)
 FC1351
 FC1351                          SUPERSEDED SURVEY CONTROL
 FC1351
 FC1351  NGVD 29 (??/??/92)  582.390  (m)         1910.72   (f) ADJ UNCH    2 0
 FC1351
 FC1351.Superseded values are not recommended for survey control.
 FC1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1351.See file dsdata.txt to determine how the superseded data were derived.
 FC1351
 FC1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD067991(NAD 83)
 FC1351_MARKER: DZ = AZIMUTH MARK DISK
 FC1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1351_STAMPING: DOBBINS 1962
 FC1351_MARK LOGO: CGS   
 FC1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1351+STABILITY: SURFACE MOTION
 FC1351
 FC1351  HISTORY     - Date     Condition        Report By
 FC1351  HISTORY     - 1962     MONUMENTED       CGS
 FC1351
 FC1351                          STATION DESCRIPTION
 FC1351
 FC1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1351'1.2 MI SE FROM MONTEAGLE.
 FC1351'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1351'ON U.S. HIGHWAYS 41 AND 64 FOR 1.15 MILES TO THE MARK SET ON THE
 FC1351'RIGHT AT A SHARP CURVE IN THE HIGHWAY, 58 FEET SOUTH OF A POWER
 FC1351'LINE POLE NO. 464, 38 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1351'OF U.S. HIGHWAYS 41 AND 64 AND 1.6 FEET NORTHEAST OF A METAL
 FC1351'WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 FC1351'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 2 FEET BELOW THE
 FC1351'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1348 ***********************************************************************
 FC1348  DESIGNATION -  DOBBINS RM 1
 FC1348  PID         -  FC1348
 FC1348  STATE/COUNTY-  TN/MARION
 FC1348  USGS QUAD   -  MONTEAGLE (1982)
 FC1348
 FC1348                         *CURRENT SURVEY CONTROL
 FC1348  ___________________________________________________________________
 FC1348* NAD 83(1986)-  35 13 40.     (N)    085 49 30.     (W)     SCALED    
 FC1348* NAVD 88     -       583.305  (meters)    1913.73   (feet)  ADJUSTED  
 FC1348  ___________________________________________________________________
 FC1348  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1348  DYNAMIC HT  -         582.710 (meters)    1911.77  (feet)  COMP
 FC1348  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FC1348
 FC1348  VERT ORDER  -  SECOND    CLASS 0
 FC1348
 FC1348.The horizontal coordinates were scaled from a topographic map and have
 FC1348.an estimated accuracy of +/- 6 seconds.
 FC1348
 FC1348.The orthometric height was determined by differential leveling
 FC1348.and adjusted by the National Geodetic Survey in June 1991..
 FC1348
 FC1348.The geoid height was determined by GEOID03.
 FC1348
 FC1348.The dynamic height is computed by dividing the NAVD 88
 FC1348.geopotential number by the normal gravity value computed on the
 FC1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1348.degrees latitude (g = 980.6199 gals.).
 FC1348
 FC1348.The modeled gravity was interpolated from observed gravity values.
 FC1348
 FC1348;                    North         East    Units  Estimated Accuracy
 FC1348;SPC TN       -    99,250.      615,930.      MT  (+/- 180 meters Scaled)
 FC1348
 FC1348                          SUPERSEDED SURVEY CONTROL
 FC1348
 FC1348  NGVD 29 (??/??/92)  583.289  (m)         1913.67   (f) ADJ UNCH    2 0
 FC1348
 FC1348.Superseded values are not recommended for survey control.
 FC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1348.See file dsdata.txt to determine how the superseded data were derived.
 FC1348
 FC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD069989(NAD 83)
 FC1348_MARKER: DR = REFERENCE MARK DISK
 FC1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1348_STAMPING: DOBBINS NO 1
 FC1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1348+STABILITY: SURFACE MOTION
 FC1348
 FC1348  HISTORY     - Date     Condition        Report By
 FC1348  HISTORY     - 1962     MONUMENTED       CGS
 FC1348  HISTORY     - 1962     GOOD             NGS
 FC1348
 FC1348                          STATION DESCRIPTION
 FC1348
 FC1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1348'1.3 MI SE FROM MONTEAGLE.
 FC1348'AT THE DOBBINS STATION SITE, 96.46 FEET SOUTHWEST OF THE STATION,
 FC1348'34 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64
 FC1348'AND 21 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.
 FC1348'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FC1348'POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1350 ***********************************************************************
 FC1350  DESIGNATION -  DOBBINS RM 2
 FC1350  PID         -  FC1350
 FC1350  STATE/COUNTY-  TN/MARION
 FC1350  USGS QUAD   -  MONTEAGLE (1982)
 FC1350
 FC1350                         *CURRENT SURVEY CONTROL
 FC1350  ___________________________________________________________________
 FC1350* NAD 83(1986)-  35 13 40.     (N)    085 49 30.     (W)     SCALED    
 FC1350* NAVD 88     -       582.338  (meters)    1910.55   (feet)  ADJUSTED  
 FC1350  ___________________________________________________________________
 FC1350  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1350  DYNAMIC HT  -         581.744 (meters)    1908.61  (feet)  COMP
 FC1350  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FC1350
 FC1350  VERT ORDER  -  SECOND    CLASS 0
 FC1350
 FC1350.The horizontal coordinates were scaled from a topographic map and have
 FC1350.an estimated accuracy of +/- 6 seconds.
 FC1350
 FC1350.The orthometric height was determined by differential leveling
 FC1350.and adjusted by the National Geodetic Survey in June 1991..
 FC1350
 FC1350.The geoid height was determined by GEOID03.
 FC1350
 FC1350.The dynamic height is computed by dividing the NAVD 88
 FC1350.geopotential number by the normal gravity value computed on the
 FC1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1350.degrees latitude (g = 980.6199 gals.).
 FC1350
 FC1350.The modeled gravity was interpolated from observed gravity values.
 FC1350
 FC1350;                    North         East    Units  Estimated Accuracy
 FC1350;SPC TN       -    99,250.      615,930.      MT  (+/- 180 meters Scaled)
 FC1350
 FC1350                          SUPERSEDED SURVEY CONTROL
 FC1350
 FC1350  NGVD 29 (??/??/92)  582.322  (m)         1910.50   (f) ADJ UNCH    2 0
 FC1350
 FC1350.Superseded values are not recommended for survey control.
 FC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1350.See file dsdata.txt to determine how the superseded data were derived.
 FC1350
 FC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD069989(NAD 83)
 FC1350_MARKER: DR = REFERENCE MARK DISK
 FC1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1350_STAMPING: DOBBINS NO 2
 FC1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1350+STABILITY: SURFACE MOTION
 FC1350
 FC1350  HISTORY     - Date     Condition        Report By
 FC1350  HISTORY     - 1962     MONUMENTED       CGS
 FC1350  HISTORY     - 1962     GOOD             NGS
 FC1350
 FC1350                          STATION DESCRIPTION
 FC1350
 FC1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1350'1.3 MI SE FROM MONTEAGLE.
 FC1350'AT THE DOBBINS STATION SITE, 121.99 FEET NORTHWEST OF THE
 FC1350'STATION, 45 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1350'41 AND 64, 12 FEET SOUTHWEST OF A 24-INCH TREE, AND 8 FEET EAST
 FC1350'OF A POWER LINE BRACE POLE.  A STANDARD REFERENCE MARK DISK SET
 FC1350'IN THE TOP OF A CONCRETE POST PROJECTS 1 INCH AND IS ABOUT LEVEL
 FC1350'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2141 ***********************************************************************
 FZ2141  DESIGNATION -  DOE
 FZ2141  PID         -  FZ2141
 FZ2141  STATE/COUNTY-  TN/JOHNSON
 FZ2141  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ2141
 FZ2141                         *CURRENT SURVEY CONTROL
 FZ2141  ___________________________________________________________________
 FZ2141* NAD 83(1995)-  36 25 36.53060(N)    081 51 59.87869(W)     ADJUSTED  
 FZ2141* NAVD 88     -      1185.     (meters)    3888.     (feet)  SCALED    
 FZ2141  ___________________________________________________________________
 FZ2141  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FZ2141  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ2141
 FZ2141  HORZ ORDER  -  SECOND
 FZ2141
 FZ2141.The horizontal coordinates were established by classical geodetic methods
 FZ2141.and adjusted by the National Geodetic Survey in April 1999..
 FZ2141
 FZ2141.The orthometric height was scaled from a topographic map.
 FZ2141
 FZ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2141
 FZ2141.The geoid height was determined by GEOID03.
 FZ2141
 FZ2141;                    North         East     Units Scale Factor Converg.
 FZ2141;SPC TN       -   240,100.822   970,551.582   MT  1.00000182   +2 25 11.4
 FZ2141;SPC TN       -   787,730.78  3,184,217.98   sFT  1.00000182   +2 25 11.4
 FZ2141;UTM  17      - 4,031,638.943   422,314.599   MT  0.99967435   -0 30 52.7
 FZ2141
 FZ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2141!SPC TN       -   0.99981895  x   1.00000182  =   0.99982077
 FZ2141!UTM  17      -   0.99981895  x   0.99967435  =   0.99949336
 FZ2141
 FZ2141|---------------------------------------------------------------------|
 FZ2141| PID    Reference Object                     Distance      Geod. Az  |
 FZ2141|                                                           dddmmss.s |
 FZ2141| DC3267 DOE RM 2                             10.833 METERS 13655     |
 FZ2141| FZ2169 SHADY                               APPROX. 8.5 KM 3482417.1 |
 FZ2141| DC3266 DOE RM 1                             14.844 METERS 35456     |
 FZ2141|---------------------------------------------------------------------|
 FZ2141
 FZ2141                          SUPERSEDED SURVEY CONTROL
 FZ2141
 FZ2141  NAD 83(1995)-  36 25 36.53566(N)    081 51 59.87993(W) AD(       ) 2
 FZ2141  NAD 83(1995)-  36 25 36.54068(N)    081 51 59.88236(W) AD(       ) 2
 FZ2141  NAD 83(1986)-  36 25 36.54081(N)    081 51 59.88231(W) AD(       ) 2
 FZ2141  NAD 27      -  36 25 36.10991(N)    081 52 00.46568(W) AD(       ) 2
 FZ2141
 FZ2141.Superseded values are not recommended for survey control.
 FZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2141.See file dsdata.txt to determine how the superseded data were derived.
 FZ2141
 FZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2231531639(NAD 83)
 FZ2141_MARKER: DS = TRIANGULATION STATION DISK
 FZ2141_SETTING: 80 = SET IN A BOULDER
 FZ2141_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FZ2141
 FZ2141  HISTORY     - Date     Condition        Report By
 FZ2141  HISTORY     - 1934     MONUMENTED       CGS
 FZ2141  HISTORY     - 1937     GOOD             CGS
 FZ2141
 FZ2141                          STATION DESCRIPTION
 FZ2141
 FZ2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2141'ABOUT 41/2 MILES SOUTHWEST OF MOUNTAIN CITY, 13/4 MILES
 FZ2141'SOUTH-SOUTHEAST OF
 FZ2141'LITTLE DOE, 13/4 MILES NORTHWEST OF VAUGHTSVILLE,
 FZ2141'ON HIGHEST PART AT SOUTH END OF
 FZ2141'HIGHEST RIDGE OF DOE MOUNTAIN ON WHAT
 FZ2141'IS KNOWN LOCALLY AS SNAKE DEN RIDGE, 21.6 FEET
 FZ2141'EAST OF 7-INCH
 FZ2141'TRIANGLE- BLAZED TREE, 15 FEET EAST OF CENTER OF CIVILIAN
 FZ2141'CONSERVATION
 FZ2141'CORPS TRAIL, AND 12 FEET SOUTHWEST OF 10-INCH
 FZ2141'TRIANGLE-BLAZED TREE.  TO REACH
 FZ2141'FROM JUNCTION OF ROUTES 421 AND 67 IN
 FZ2141'MOUNTAIN CITY, GO WEST 4.6 MILES ON ROUTE 67 TO
 FZ2141'SMALL UNPAINTED
 FZ2141'CHURCH ON LEFT AND THREE MAIL BOXES ON RIGHT, TURN LEFT AND GO 0.7
 FZ2141'MILE TO HOME OF
 FZ2141'JOHN NELSON AT END OF TRUCK TRAVEL, FOLLOW WAGON ROAD
 FZ2141'FROM HOUSE ABOUT 275 YARDS, TURN
 FZ2141'LEFT ONTO TRAIL THROUGH WOODS TO
 FZ2141'CREEK BED, FOLLOW CREEK BED AND BLAZED TRAIL TO TOP
 FZ2141'OF RIDGE AND
 FZ2141'ABOVE-MENTIONED TRAIL, TURN LEFT ONTO TRAIL AND GO ABOUT 0.3 MILE TO
 FZ2141'TRIANGLE-BLAZED
 FZ2141'TREES AND STATION SITE.  TOTAL WALK ABOUT 2.5 MILES.
 FZ2141'MARKED BY STANDARD STATION DISK IN
 FZ2141'BOULDER.   REFERENCE MARKS
 FZ2141'ARE STANDARD REFERENCE DISKS IN BOULDERS,
 FZ2141'NO.  1 IS 18
 FZ2141'FEET EAST OF CENTER OF TRAIL AND 48.70 FEET FROM STATION
 FZ2141'S 05 DEG 04 MIN W
 FZ2141'MINUTES.  NO.  2 IS 1.5 FEET NORTHEAST OF 14-INCH
 FZ2141'CHESTNUT OAK AND 35.54 FEET FROM
 FZ2141'STATION N 43 DEG 05 MIN W
 FZ2141'BEARING  FROM STATION TO NORTH RED BRICK
 FZ2141'CHIMNEY OF
 FZ2141'TWO-STORY HOUSE, DISTANT 3 MILES, IS N 89 DEG 34 MIN E.
 FZ2141
 FZ2141                          STATION RECOVERY (1937)
 FZ2141
 FZ2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (TVA)
 FZ2141'PRESENT CONDITION OF THE MARK GOOD.  MARK STAMPED DOE 1934.
 FZ2141'
 FZ2141'DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS-....60-FOOT STEEL
 FZ2141'TOWER ERECTED AND
 FZ2141'CENTERED OVER STATION, TABLET RAISED 2 FEET AND SET
 FZ2141'IN CONCRETE BLOCK....
 FZ2141'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0382 ***********************************************************************
 FD0382  DESIGNATION -  DOGGETT
 FD0382  PID         -  FD0382
 FD0382  STATE/COUNTY-  TN/MARSHALL
 FD0382  USGS QUAD   -  BRICK CHURCH (1981)
 FD0382
 FD0382                         *CURRENT SURVEY CONTROL
 FD0382  ___________________________________________________________________
 FD0382* NAD 83(1995)-  35 21 22.13110(N)    086 52 59.05186(W)     ADJUSTED  
 FD0382* NAVD 88     -       344.298  (meters)    1129.58   (feet)  ADJUSTED  
 FD0382  ___________________________________________________________________
 FD0382  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FD0382  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0382  DYNAMIC HT  -         343.983 (meters)    1128.55  (feet)  COMP
 FD0382  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FD0382
 FD0382  HORZ ORDER  -  SECOND
 FD0382  VERT ORDER  -  SECOND    CLASS 0
 FD0382
 FD0382.The horizontal coordinates were established by classical geodetic methods
 FD0382.and adjusted by the National Geodetic Survey in April 1999..
 FD0382
 FD0382.The orthometric height was determined by differential leveling
 FD0382.and adjusted by the National Geodetic Survey in June 1991..
 FD0382
 FD0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0382
 FD0382.The geoid height was determined by GEOID03.
 FD0382
 FD0382.The dynamic height is computed by dividing the NAVD 88
 FD0382.geopotential number by the normal gravity value computed on the
 FD0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0382.degrees latitude (g = 980.6199 gals.).
 FD0382
 FD0382.The modeled gravity was interpolated from observed gravity values.
 FD0382
 FD0382;                    North         East     Units Scale Factor Converg.
 FD0382;SPC TN       -   113,843.199   519,739.463   MT  0.99998296   -0 31 01.1
 FD0382;SPC TN       -   373,500.56  1,705,178.55   sFT  0.99998296   -0 31 01.1
 FD0382;UTM  16      - 3,912,545.907   510,623.624   MT  0.99960139   +0 04 03.6
 FD0382
 FD0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0382!SPC TN       -   0.99995031  x   0.99998296  =   0.99993327
 FD0382!UTM  16      -   0.99995031  x   0.99960139  =   0.99955172
 FD0382
 FD0382|---------------------------------------------------------------------|
 FD0382| PID    Reference Object                     Distance      Geod. Az  |
 FD0382|                                                           dddmmss.s |
 FD0382| FD0383 DOGGETT RM 1                         28.641 METERS 09500     |
 FD0382| FD0384 DOGGETT RM 2                         27.777 METERS 27124     |
 FD0382| FD0379 MARS                                APPROX. 1.8 KM 3511852.3 |
 FD0382|---------------------------------------------------------------------|
 FD0382
 FD0382                          SUPERSEDED SURVEY CONTROL
 FD0382
 FD0382  NAD 83(1995)-  35 21 22.13395(N)    086 52 59.05279(W) AD(       ) 2
 FD0382  NAD 83(1995)-  35 21 22.13605(N)    086 52 59.05389(W) AD(       ) 2
 FD0382  NAD 83(1986)-  35 21 22.14105(N)    086 52 59.05273(W) AD(       ) 2
 FD0382  NAD 27      -  35 21 21.86540(N)    086 52 59.04400(W) AD(       ) 2
 FD0382  NGVD 29 (??/??/92)  344.279  (m)         1129.52   (f) ADJ UNCH    2 0
 FD0382
 FD0382.Superseded values are not recommended for survey control.
 FD0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0382.See file dsdata.txt to determine how the superseded data were derived.
 FD0382
 FD0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1062412546(NAD 83)
 FD0382_MARKER: DE = TRAVERSE STATION DISK
 FD0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0382_STAMPING: DOGGETT 1960
 FD0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0382+STABILITY: SURFACE MOTION
 FD0382
 FD0382  HISTORY     - Date     Condition        Report By
 FD0382  HISTORY     - 1960     MONUMENTED       CGS
 FD0382  HISTORY     - 1960     GOOD             CGS
 FD0382
 FD0382                          STATION DESCRIPTION
 FD0382
 FD0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0382'THE STATION IS LOCATED ON THE PROPERTY OF DR J C LEONARD, ABOUT 8
 FD0382'MILES SOUTHWEST OF
 FD0382'LEWISBURG, ABOUT 2.5 MILES WEST OF CORNERSVILLE AND NEAR
 FD0382'THE SUMMIT OF A HILL.
 FD0382'
 FD0382'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD0382'SOUTHWEST ON U S HIGHWAY
 FD0382'31A FOR 2.45 MILES TO THE BLUE CREEK ROAD ON THE RIGHT.  TURH
 FD0382'RIGHT, AND GO WESTERLY FOR
 FD0382'1.0 MILES TO A FORK AND SIGN A J FULLER.
 FD0382'KEEP RIGHT, AND GO NORTHWEST FOR 1.15 MILES
 FD0382'TO A HOUSE ON THE RIGHT
 FD0382'AND END OF TRUCK TRAVEL.  FROM THE HOUSE PACK NORTH ABOUT 0.2
 FD0382'MILE TO ABOUT THE
 FD0382'HIGHEST POINT AND STATION.
 FD0382'
 FD0382'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0382'MONUMENT, STAMPED
 FD0382'DOGGETT 1960, AND SET FLUSH.  IT IS 14 FEET SOUTH OF A WIRE
 FD0382'FENCE AND 3.5 FEET WEST OF
 FD0382'A WITNESS SIGN.
 FD0382'
 FD0382'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0382'STAMPED DOGGETT NO 1
 FD0382'1960, AND SET FLUSH.  IT IS 9 FEET SOUTH OF A WIRE FENCE
 FD0382'AND ABOUT THE SAME ELEVATION AS
 FD0382'THE STANDARD MARK.
 FD0382'
 FD0382'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0382'STAMPED DOGGETT NO 2
 FD0382'1960, AND SET FLUSH.  IT IS 30 FEET SOUTHWEST OF A
 FD0382'30-INCH TREE, 23 FEET SOUTH OF
 FD0382'A WIRE FENCE, AND ABOUT 2 FEET LOWER
 FD0382'THAN THE STATION MARK.
 FD0382'
 FD0382'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0382'STATION MARS WILL
 FD0382'SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0382'THEREOF.
 FD0382'
 FD0382'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD0382
 FD0382                          STATION RECOVERY (1960)
 FD0382
 FD0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0382'7.8 MI S FROM CORNERSVILLE.
 FD0382'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0382'HIGHWAY 31A FOR 4.45 MILES, THEN 3.35 MILES NORTH ON INTERSTATE
 FD0382'HIGHWAY 65, THEN ABOUT 0.1 MILE WEST TO THE HIGHEST POINT OF
 FD0382'A HILL.  THE STATION MARK IS ABOUT 0.2 MILE NORTH OF THE A.J.
 FD0382'FULLER HOME, 14 FT. SOUTH OF A FENCE AND 3.5 FT. WEST OF A
 FD0382'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0382'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0383 ***********************************************************************
 FD0383  DESIGNATION -  DOGGETT RM 1
 FD0383  PID         -  FD0383
 FD0383  STATE/COUNTY-  TN/MARSHALL
 FD0383  USGS QUAD   -  BRICK CHURCH (1981)
 FD0383
 FD0383                         *CURRENT SURVEY CONTROL
 FD0383  ___________________________________________________________________
 FD0383* NAD 83(1986)-  35 21 21.     (N)    086 52 59.     (W)     SCALED    
 FD0383* NAVD 88     -       344.258  (meters)    1129.45   (feet)  ADJUSTED  
 FD0383  ___________________________________________________________________
 FD0383  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0383  DYNAMIC HT  -         343.943 (meters)    1128.42  (feet)  COMP
 FD0383  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FD0383
 FD0383  VERT ORDER  -  SECOND    CLASS 0
 FD0383
 FD0383.The horizontal coordinates were scaled from a topographic map and have
 FD0383.an estimated accuracy of +/- 6 seconds.
 FD0383
 FD0383.The orthometric height was determined by differential leveling
 FD0383.and adjusted by the National Geodetic Survey in June 1991..
 FD0383
 FD0383.The geoid height was determined by GEOID03.
 FD0383
 FD0383.The dynamic height is computed by dividing the NAVD 88
 FD0383.geopotential number by the normal gravity value computed on the
 FD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0383.degrees latitude (g = 980.6199 gals.).
 FD0383
 FD0383.The modeled gravity was interpolated from observed gravity values.
 FD0383
 FD0383;                    North         East    Units  Estimated Accuracy
 FD0383;SPC TN       -   113,810.      519,740.      MT  (+/- 180 meters Scaled)
 FD0383
 FD0383                          SUPERSEDED SURVEY CONTROL
 FD0383
 FD0383  NGVD 29 (??/??/92)  344.238  (m)         1129.39   (f) ADJ UNCH    2 0
 FD0383
 FD0383.Superseded values are not recommended for survey control.
 FD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0383.See file dsdata.txt to determine how the superseded data were derived.
 FD0383
 FD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106125(NAD 83)
 FD0383_MARKER: DR = REFERENCE MARK DISK
 FD0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0383_STAMPING: DOGGETT NO 1 1960
 FD0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0383+STABILITY: SURFACE MOTION
 FD0383
 FD0383  HISTORY     - Date     Condition        Report By
 FD0383  HISTORY     - 1960     MONUMENTED       CGS
 FD0383
 FD0383                          STATION DESCRIPTION
 FD0383
 FD0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0383'7.8 MI S FROM CORNERSVILLE.
 FD0383'THIS MARK IS LOCATED AT THE DOGGETT 1960 STATION SITE, 94 FT.
 FD0383'EAST OF THE STATION MARK AND 9 FT. SOUTH OF A FENCE.  THE
 FD0383'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0383'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0384 ***********************************************************************
 FD0384  DESIGNATION -  DOGGETT RM 2
 FD0384  PID         -  FD0384
 FD0384  STATE/COUNTY-  TN/MARSHALL
 FD0384  USGS QUAD   -  BRICK CHURCH (1981)
 FD0384
 FD0384                         *CURRENT SURVEY CONTROL
 FD0384  ___________________________________________________________________
 FD0384* NAD 83(1986)-  35 21 21.     (N)    086 52 59.     (W)     SCALED    
 FD0384* NAVD 88     -       343.341  (meters)    1126.44   (feet)  ADJUSTED  
 FD0384  ___________________________________________________________________
 FD0384  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0384  DYNAMIC HT  -         343.027 (meters)    1125.41  (feet)  COMP
 FD0384  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FD0384
 FD0384  VERT ORDER  -  SECOND    CLASS 0
 FD0384
 FD0384.The horizontal coordinates were scaled from a topographic map and have
 FD0384.an estimated accuracy of +/- 6 seconds.
 FD0384
 FD0384.The orthometric height was determined by differential leveling
 FD0384.and adjusted by the National Geodetic Survey in June 1991..
 FD0384
 FD0384.The geoid height was determined by GEOID03.
 FD0384
 FD0384.The dynamic height is computed by dividing the NAVD 88
 FD0384.geopotential number by the normal gravity value computed on the
 FD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0384.degrees latitude (g = 980.6199 gals.).
 FD0384
 FD0384.The modeled gravity was interpolated from observed gravity values.
 FD0384
 FD0384;                    North         East    Units  Estimated Accuracy
 FD0384;SPC TN       -   113,810.      519,740.      MT  (+/- 180 meters Scaled)
 FD0384
 FD0384                          SUPERSEDED SURVEY CONTROL
 FD0384
 FD0384  NGVD 29 (??/??/92)  343.321  (m)         1126.38   (f) ADJ UNCH    2 0
 FD0384
 FD0384.Superseded values are not recommended for survey control.
 FD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0384.See file dsdata.txt to determine how the superseded data were derived.
 FD0384
 FD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106125(NAD 83)
 FD0384_MARKER: DR = REFERENCE MARK DISK
 FD0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0384_STAMPING: DOGGETT NO 2 1960
 FD0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0384+STABILITY: SURFACE MOTION
 FD0384
 FD0384  HISTORY     - Date     Condition        Report By
 FD0384  HISTORY     - 1960     MONUMENTED       CGS
 FD0384
 FD0384                          STATION DESCRIPTION
 FD0384
 FD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0384'7.8 MI S FROM CORNERSVILLE.
 FD0384'THIS MARK IS LOCATED AT THE DOGGETT 1960 STATION SITE, 91 FT.
 FD0384'WEST OF THE STATION MARK, 30 FT. SOUTHWEST OF A 30-INCH TREE,
 FD0384'23 FT. SOUTH OF A WIRE FENCE AND ABOUT 2 FT. BELOW THE STATION.
 FD0384'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0384'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0111 ***********************************************************************
 GC0111  DESIGNATION -  DOLE
 GC0111  PID         -  GC0111
 GC0111  STATE/COUNTY-  TN/SUMNER
 GC0111  USGS QUAD   -  WESTMORELAND (1979)
 GC0111
 GC0111                         *CURRENT SURVEY CONTROL
 GC0111  ___________________________________________________________________
 GC0111* NAD 83(1986)-  36 33 34.     (N)    086 14 26.     (W)     SCALED    
 GC0111* NAVD 88     -       304.221  (meters)     998.10   (feet)  ADJUSTED  
 GC0111  ___________________________________________________________________
 GC0111  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0111  DYNAMIC HT  -         303.973 (meters)     997.28  (feet)  COMP
 GC0111  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0111
 GC0111  VERT ORDER  -  SECOND    CLASS 0
 GC0111
 GC0111.The horizontal coordinates were scaled from a topographic map and have
 GC0111.an estimated accuracy of +/- 6 seconds.
 GC0111
 GC0111.The orthometric height was determined by differential leveling
 GC0111.and adjusted by the National Geodetic Survey in June 1991..
 GC0111
 GC0111.The geoid height was determined by GEOID03.
 GC0111
 GC0111.The dynamic height is computed by dividing the NAVD 88
 GC0111.geopotential number by the normal gravity value computed on the
 GC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0111.degrees latitude (g = 980.6199 gals.).
 GC0111
 GC0111.The modeled gravity was interpolated from observed gravity values.
 GC0111
 GC0111;                    North         East    Units  Estimated Accuracy
 GC0111;SPC TN       -   247,020.      578,460.      MT  (+/- 180 meters Scaled)
 GC0111
 GC0111                          SUPERSEDED SURVEY CONTROL
 GC0111
 GC0111  NGVD 29 (??/??/??)  304.36   (m)          998.6    (f) RESET       3  
 GC0111
 GC0111.Superseded values are not recommended for survey control.
 GC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0111.See file dsdata.txt to determine how the superseded data were derived.
 GC0111
 GC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679462(NAD 83)
 GC0111_MARKER: DD = SURVEY DISK
 GC0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0111_STAMPING: DOLE 1961
 GC0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0111+STABILITY: SURFACE MOTION
 GC0111
 GC0111  HISTORY     - Date     Condition        Report By
 GC0111  HISTORY     - 1961     MONUMENTED       TNHD
 GC0111  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0111
 GC0111                          STATION DESCRIPTION
 GC0111
 GC0111'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0111'AT WESTMORELAND.
 GC0111'FROM THE RAILROAD STATION AT WESTMORELAND, GO NORTHEAST ON
 GC0111'PLEASANT GROVE ROAD FOR 0.05 MILE TO A ROAD RIGHT, TURN RIGHT
 GC0111'AND GO EAST FOR 0.45 MILE TO A DRIVEWAY AND TRACK ROAD RIGHT,
 GC0111'TURN RIGHT ON DRIVEWAY AND TRACK ROAD AND GO 0.1 MILE TO THE
 GC0111'STATION ON THE LEFT.  THE STATION IS 43 FEET NORTHWEST OF A GATE
 GC0111'AND FENCE CORNER POST, 9 FEET WEST OF THE CENTERLINE OF THE
 GC0111'TRACK ROAD, 2 FEET SOUTH OF A FENCE, AND 1 FOOT SOUTH OF A
 GC0111'WITNESS POST.  THE MARK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0111'CONCRETE MONUMENT.
 GC0111
 GC0111                          STATION RECOVERY (2002)
 GC0111
 GC0111'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0111'TOP OF HILL HAS BEEN LEVELED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2081 ***********************************************************************
 GC2081  DESIGNATION -  DOLE
 GC2081  PID         -  GC2081
 GC2081  STATE/COUNTY-  TN/SUMNER
 GC2081  USGS QUAD   -  WESTMORELAND (1979)
 GC2081
 GC2081                         *CURRENT SURVEY CONTROL
 GC2081  ___________________________________________________________________
 GC2081* NAD 83(1995)-  36 33 34.54802(N)    086 14 26.42312(W)     ADJUSTED  
 GC2081* NAVD 88     -       304.23   (+/-2cm)     998.1    (feet)  VERTCON   
 GC2081  ___________________________________________________________________
 GC2081  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC2081  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2081
 GC2081  HORZ ORDER  -  SECOND
 GC2081  VERT ORDER  -  THIRD ? (See Below)
 GC2081
 GC2081.The horizontal coordinates were established by classical geodetic methods
 GC2081.and adjusted by the National Geodetic Survey in April 1999..
 GC2081
 GC2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2081.The vertical order pertains to the NGVD 29 superseded value.
 GC2081
 GC2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2081
 GC2081.The geoid height was determined by GEOID03.
 GC2081
 GC2081;                    North         East     Units Scale Factor Converg.
 GC2081;SPC TN       -   247,036.050   578,453.777   MT  1.00002847   -0 08 27.2
 GC2081;SPC TN       -   810,484.11  1,897,810.43   sFT  1.00002847   -0 08 27.2
 GC2081;SPC KY1Z     - 1,025,228.697 1,456,066.663   MT  1.00016641   -0 18 04.5
 GC2081;SPC KY1Z     - 3,363,604.48  4,777,112.04   sFT  1.00016641   -0 18 04.5
 GC2081;SPC KY S     -   525,223.538   456,072.383   MT  1.00003607   -0 17 51.3
 GC2081;SPC KY S     - 1,723,170.89  1,496,297.48   sFT  1.00003607   -0 17 51.3
 GC2081;UTM  16      - 4,046,287.024   567,950.156   MT  0.99965688   +0 27 08.3
 GC2081
 GC2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2081!SPC TN       -   0.99995689  x   1.00002847  =   0.99998536
 GC2081!SPC KY1Z     -   0.99995689  x   1.00016641  =   1.00012329
 GC2081!SPC KY S     -   0.99995689  x   1.00003607  =   0.99999296
 GC2081!UTM  16      -   0.99995689  x   0.99965688  =   0.99961378
 GC2081
 GC2081:                Primary Azimuth Mark                     Grid Az
 GC2081:SPC TN       -  DOLE AZ MK                               064 41 23.6
 GC2081:SPC KY1Z     -  DOLE AZ MK                               064 51 00.9
 GC2081:SPC KY S     -  DOLE AZ MK                               064 50 47.7
 GC2081:UTM  16      -  DOLE AZ MK                               064 05 48.1
 GC2081
 GC2081|---------------------------------------------------------------------|
 GC2081| PID    Reference Object                     Distance      Geod. Az  |
 GC2081|                                                           dddmmss.s |
 GC2081| GC0114 DOLE AZ MK                                         0643256.4 |
 GC2081| GC0113 DOLE RM 1                            20.544 METERS 19142     |
 GC2081| GC0112 DOLE RM 2                            17.599 METERS 27012     |
 GC2081|---------------------------------------------------------------------|
 GC2081
 GC2081                          SUPERSEDED SURVEY CONTROL
 GC2081
 GC2081  NAD 83(1995)-  36 33 34.54835(N)    086 14 26.42362(W) AD(       ) 2
 GC2081  NAD 83(1995)-  36 33 34.55675(N)    086 14 26.42632(W) AD(       ) 2
 GC2081  NAD 83(1986)-  36 33 34.55792(N)    086 14 26.42661(W) AD(       ) 2
 GC2081  NAD 27      -  36 33 34.40020(N)    086 14 26.47090(W) AD(       ) 2
 GC2081  NGVD 29 (07/19/86)  304.32   (m)          998.4    (f) LEVELING    3  
 GC2081
 GC2081.Superseded values are not recommended for survey control.
 GC2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2081.See file dsdata.txt to determine how the superseded data were derived.
 GC2081
 GC2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6795046287(NAD 83)
 GC2081_MARKER: DD = SURVEY DISK
 GC2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2081
 GC2081  HISTORY     - Date     Condition        Report By
 GC2081  HISTORY     - 1961     MONUMENTED       TNHD
 GC2081
 GC2081                          STATION DESCRIPTION
 GC2081
 GC2081'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2081'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF WESTMORELAND.
 GC2081'
 GC2081'TO REACH THE STATION FROM THE RAILROAD STATION IN WESTMORELAND, GO
 GC2081'NORTHEAST ON PLEASANT GROVE ROAD FOR 0.05 MILE TO A ROAD RIGHT,
 GC2081'TURN RIGHT, EAST, AND GO 0.45 MILE TO A DRIVEWAY AND TRACK ROAD
 GC2081'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE
 GC2081'LEFT AS DESCRIBED.
 GC2081'
 GC2081'THE STATION IS 43 FEET NORTHWEST OF A GATE AND FENCE CORNER POST, 9
 GC2081'FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 2 FEET SOUTH OF
 GC2081'A FENCE, AND 1.0 FOOT SOUTH OF A WITNESS POST. UNDERGROUND AND
 GC2081'SURFACE MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC2081'STAMPED DOLE 1961. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2081'SURFACE. THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2081'CONCRETE MONUMENT.
 GC2081'
 GC2081'REFERENCE MARK NO. 1 IS 70 FEET SOUTHWEST OF A FENCE CORNER POST AND
 GC2081'1.5 FEET NORTH OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2081'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2081'AND THE DISK IS STAMPED DOLE RM-1 1961.
 GC2081'
 GC2081'REFERENCE MARK NO. 2 IS 22 FEET NORTHWEST OF A FENCE CORNER POST AND
 GC2081'4 FEET EAST OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2081'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2081'AND THE DISK IS STAMPED DOLE RM-2 1961.
 GC2081'
 GC2081'THE AZIMUTH MARK IS 40 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A
 GC2081'FENCE AND 1 FOOT WEST OF A WITNESS POST. THE MARK IS A STANDARD
 GC2081'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2081'CONCRETE MONUMENT, AND THE DISK IS STAMPED DOLE AZI 1961.
 GC2081'
 GC2081'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE GRAVELED ROAD AND
 GC2081'THE DRIVEWAY, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 GC2081'THE MARK ON THE LEFT AS DESCRIBED.
 GC2081'
 GC2081'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0114 ***********************************************************************
 GC0114  DESIGNATION -  DOLE AZ MK
 GC0114  PID         -  GC0114
 GC0114  STATE/COUNTY-  TN/SUMNER
 GC0114  USGS QUAD   -  WESTMORELAND (1979)
 GC0114
 GC0114                         *CURRENT SURVEY CONTROL
 GC0114  ___________________________________________________________________
 GC0114* NAD 83(1986)-  36 33 40.     (N)    086 14 07.     (W)     SCALED    
 GC0114* NAVD 88     -       291.812  (meters)     957.39   (feet)  ADJUSTED  
 GC0114  ___________________________________________________________________
 GC0114  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0114  DYNAMIC HT  -         291.574 (meters)     956.61  (feet)  COMP
 GC0114  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0114
 GC0114  VERT ORDER  -  SECOND    CLASS 0
 GC0114
 GC0114.The horizontal coordinates were scaled from a topographic map and have
 GC0114.an estimated accuracy of +/- 6 seconds.
 GC0114
 GC0114.The orthometric height was determined by differential leveling
 GC0114.and adjusted by the National Geodetic Survey in June 1991..
 GC0114
 GC0114.The geoid height was determined by GEOID03.
 GC0114
 GC0114.The dynamic height is computed by dividing the NAVD 88
 GC0114.geopotential number by the normal gravity value computed on the
 GC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0114.degrees latitude (g = 980.6199 gals.).
 GC0114
 GC0114.The modeled gravity was interpolated from observed gravity values.
 GC0114
 GC0114;                    North         East    Units  Estimated Accuracy
 GC0114;SPC TN       -   247,200.      578,940.      MT  (+/- 180 meters Scaled)
 GC0114
 GC0114                          SUPERSEDED SURVEY CONTROL
 GC0114
 GC0114  NGVD 29 (??/??/??)  291.95   (m)          957.8    (f) RESET       3  
 GC0114
 GC0114.Superseded values are not recommended for survey control.
 GC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0114.See file dsdata.txt to determine how the superseded data were derived.
 GC0114
 GC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF684464(NAD 83)
 GC0114_MARKER: DZ = AZIMUTH MARK DISK
 GC0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0114_STAMPING: DOLE AZI 1961
 GC0114_MARK LOGO: TNHD  
 GC0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0114+STABILITY: SURFACE MOTION
 GC0114
 GC0114  HISTORY     - Date     Condition        Report By
 GC0114  HISTORY     - 1961     MONUMENTED       TNHD
 GC0114  HISTORY     - 20020520 POOR             TNDT
 GC0114
 GC0114                          STATION DESCRIPTION
 GC0114
 GC0114'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0114'AT WESTMORELAND.
 GC0114'FROM THE RAILROAD STATION AT WESTMORELAND, GO NORTHEAST ON
 GC0114'PLEASANT GROVE ROAD FOR 0.05 MILE TO A ROAD RIGHT, TURN RIGHT
 GC0114'AND GO EAST FOR 0.75 MILE TO THE MARK ON THE LEFT.  THE MARK
 GC0114'IS 40 FEET SOUTH OF POWER POLE, 2 FEET WEST OF A FENCE, 1 FOOT
 GC0114'WEST OF A WITNESS POST, AND IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0114'CONCRETE MONUMENT.
 GC0114
 GC0114                          STATION RECOVERY (2002)
 GC0114
 GC0114'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0114'MARK HAS BEEN DESTROYED. WITNESS POST AND CONCRETE POST CONTAINING
 GC0114'MARK FOUND LYING ATOP GROUND IN A FENCEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0113 ***********************************************************************
 GC0113  DESIGNATION -  DOLE RM 1
 GC0113  PID         -  GC0113
 GC0113  STATE/COUNTY-  TN/SUMNER
 GC0113  USGS QUAD   -  WESTMORELAND (1979)
 GC0113
 GC0113                         *CURRENT SURVEY CONTROL
 GC0113  ___________________________________________________________________
 GC0113* NAD 83(1986)-  36 33 34.     (N)    086 14 26.     (W)     SCALED    
 GC0113* NAVD 88     -       302.670  (meters)     993.01   (feet)  ADJUSTED  
 GC0113  ___________________________________________________________________
 GC0113  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0113  DYNAMIC HT  -         302.423 (meters)     992.20  (feet)  COMP
 GC0113  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0113
 GC0113  VERT ORDER  -  SECOND    CLASS 0
 GC0113
 GC0113.The horizontal coordinates were scaled from a topographic map and have
 GC0113.an estimated accuracy of +/- 6 seconds.
 GC0113
 GC0113.The orthometric height was determined by differential leveling
 GC0113.and adjusted by the National Geodetic Survey in June 1991..
 GC0113
 GC0113.The geoid height was determined by GEOID03.
 GC0113
 GC0113.The dynamic height is computed by dividing the NAVD 88
 GC0113.geopotential number by the normal gravity value computed on the
 GC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0113.degrees latitude (g = 980.6199 gals.).
 GC0113
 GC0113.The modeled gravity was interpolated from observed gravity values.
 GC0113
 GC0113;                    North         East    Units  Estimated Accuracy
 GC0113;SPC TN       -   247,020.      578,460.      MT  (+/- 180 meters Scaled)
 GC0113
 GC0113                          SUPERSEDED SURVEY CONTROL
 GC0113
 GC0113  NGVD 29 (??/??/92)  302.764  (m)          993.32   (f) ADJ UNCH    2 0
 GC0113
 GC0113.Superseded values are not recommended for survey control.
 GC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0113.See file dsdata.txt to determine how the superseded data were derived.
 GC0113
 GC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679462(NAD 83)
 GC0113_MARKER: DR = REFERENCE MARK DISK
 GC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0113_STAMPING: DOLE RM-1 1961
 GC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0113+STABILITY: SURFACE MOTION
 GC0113
 GC0113  HISTORY     - Date     Condition        Report By
 GC0113  HISTORY     - 1961     MONUMENTED       TNHD
 GC0113  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0113
 GC0113                          STATION DESCRIPTION
 GC0113
 GC0113'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0113'AT WESTMORELAND.
 GC0113'THIS MARK IS LOCATED AT THE DOLE 1961 STATION SITE, 70 FEET
 GC0113'SOUTHWEST OF A FENCE CORNER POST, 1.5 FEET NORTH OF A FENCE.
 GC0113'THE MARK IS 67.4 FEET SOUTH OF THE STATION, AND SET IN A
 GC0113'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0113
 GC0113                          STATION RECOVERY (2002)
 GC0113
 GC0113'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0113'TOP OF HILL HAS BEEN LEVELED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0112 ***********************************************************************
 GC0112  DESIGNATION -  DOLE RM 2
 GC0112  PID         -  GC0112
 GC0112  STATE/COUNTY-  TN/SUMNER
 GC0112  USGS QUAD   -  WESTMORELAND (1979)
 GC0112
 GC0112                         *CURRENT SURVEY CONTROL
 GC0112  ___________________________________________________________________
 GC0112* NAD 83(1986)-  36 33 34.     (N)    086 14 26.     (W)     SCALED    
 GC0112* NAVD 88     -       303.686  (meters)     996.34   (feet)  ADJUSTED  
 GC0112  ___________________________________________________________________
 GC0112  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0112  DYNAMIC HT  -         303.439 (meters)     995.53  (feet)  COMP
 GC0112  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0112
 GC0112  VERT ORDER  -  SECOND    CLASS 0
 GC0112
 GC0112.The horizontal coordinates were scaled from a topographic map and have
 GC0112.an estimated accuracy of +/- 6 seconds.
 GC0112
 GC0112.The orthometric height was determined by differential leveling
 GC0112.and adjusted by the National Geodetic Survey in June 1991..
 GC0112
 GC0112.The geoid height was determined by GEOID03.
 GC0112
 GC0112.The dynamic height is computed by dividing the NAVD 88
 GC0112.geopotential number by the normal gravity value computed on the
 GC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0112.degrees latitude (g = 980.6199 gals.).
 GC0112
 GC0112.The modeled gravity was interpolated from observed gravity values.
 GC0112
 GC0112;                    North         East    Units  Estimated Accuracy
 GC0112;SPC TN       -   247,020.      578,460.      MT  (+/- 180 meters Scaled)
 GC0112
 GC0112                          SUPERSEDED SURVEY CONTROL
 GC0112
 GC0112  NGVD 29 (??/??/92)  303.781  (m)          996.65   (f) ADJ UNCH    2 0
 GC0112
 GC0112.Superseded values are not recommended for survey control.
 GC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0112.See file dsdata.txt to determine how the superseded data were derived.
 GC0112
 GC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679462(NAD 83)
 GC0112_MARKER: DR = REFERENCE MARK DISK
 GC0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0112_STAMPING: DOLE RM-2 1961
 GC0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0112+STABILITY: SURFACE MOTION
 GC0112
 GC0112  HISTORY     - Date     Condition        Report By
 GC0112  HISTORY     - 1961     MONUMENTED       TNHD
 GC0112  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0112
 GC0112                          STATION DESCRIPTION
 GC0112
 GC0112'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0112'AT WESTMORELAND.
 GC0112'THIS MARK IS LOCATED AT THE DOLE 1961 STATION SITE, 22 FEET
 GC0112'NORTHWEST OF A FENCE CORNER POST AND 4 FEET EAST OF A FENCE.
 GC0112'THE MARK IS 57.7 FEET WEST OF THE STATION, AND IS SET IN A
 GC0112'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0112
 GC0112                          STATION RECOVERY (2002)
 GC0112
 GC0112'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0112'TOP OF HILL HAS BEEN LEVELED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2224 ***********************************************************************
 FE2224  DESIGNATION -  DOLLAR
 FE2224  PID         -  FE2224
 FE2224  STATE/COUNTY-  TN/CARROLL
 FE2224  USGS QUAD   -  BUENA VISTA (1973)
 FE2224
 FE2224                         *CURRENT SURVEY CONTROL
 FE2224  ___________________________________________________________________
 FE2224* NAD 83(1995)-  35 54 34.48746(N)    088 15 42.97656(W)     ADJUSTED  
 FE2224* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 FE2224  ___________________________________________________________________
 FE2224  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FE2224  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE2224
 FE2224  HORZ ORDER  -  SECOND
 FE2224
 FE2224.The horizontal coordinates were established by classical geodetic methods
 FE2224.and adjusted by the National Geodetic Survey in April 1999..
 FE2224
 FE2224.The orthometric height was scaled from a topographic map.
 FE2224
 FE2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2224
 FE2224.The geoid height was determined by GEOID03.
 FE2224
 FE2224;                    North         East     Units Scale Factor Converg.
 FE2224;SPC TN       -   177,242.346   395,851.312   MT  0.99994927   -1 19 27.2
 FE2224;SPC TN       -   581,502.60  1,298,722.18   sFT  0.99994927   -1 19 27.2
 FE2224;UTM  16      - 3,974,655.145   386,131.944   MT  0.99975977   -0 44 24.8
 FE2224
 FE2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2224!SPC TN       -   0.99997384  x   0.99994927  =   0.99992311
 FE2224!UTM  16      -   0.99997384  x   0.99975977  =   0.99973362
 FE2224
 FE2224:                Primary Azimuth Mark                     Grid Az
 FE2224:SPC TN       -  BRUCETON MUNICIPAL TANK                  007 46 24.7
 FE2224:UTM  16      -  BRUCETON MUNICIPAL TANK                  007 11 22.3
 FE2224
 FE2224|---------------------------------------------------------------------|
 FE2224| PID    Reference Object                     Distance      Geod. Az  |
 FE2224|                                                           dddmmss.s |
 FE2224| GD1477 BRUCETON MUNICIPAL TANK             APPROX.13.9 KM 0062657.5 |
 FE2224| CG3931 DOLLAR RM 1                          35.201 METERS 02005     |
 FE2224| CG3930 DOLLAR AZ MK                                       0951652.8 |
 FE2224| CG3932 DOLLAR RM 2                          27.996 METERS 28610     |
 FE2224|---------------------------------------------------------------------|
 FE2224
 FE2224                          SUPERSEDED SURVEY CONTROL
 FE2224
 FE2224  NAD 83(1995)-  35 54 34.48953(N)    088 15 42.98349(W) AD(       ) 2
 FE2224  NAD 83(1986)-  35 54 34.49764(N)    088 15 42.97709(W) AD(       ) 2
 FE2224  NAD 27      -  35 54 34.27300(N)    088 15 42.81700(W) AD(       ) 2
 FE2224
 FE2224.Superseded values are not recommended for survey control.
 FE2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2224.See file dsdata.txt to determine how the superseded data were derived.
 FE2224
 FE2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8613274655(NAD 83)
 FE2224_MARKER: DS = TRIANGULATION STATION DISK
 FE2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2224
 FE2224  HISTORY     - Date     Condition        Report By
 FE2224  HISTORY     - 1934     MONUMENTED       CGS
 FE2224  HISTORY     - 1959     GOOD             CGS
 FE2224  HISTORY     - 1973     GOOD             TVA
 FE2224
 FE2224                          STATION DESCRIPTION
 FE2224
 FE2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2224'ABOUT 4.2 MILES SOUTH-SOUTHEAST OF BUENA VISTA. TO REACH FROM BUENA
 FE2224'VISTA, FOLLOW MAIN ROAD EAST 0.4 MILE AND TURN SOUTH, CONTINUE
 FE2224'ABOUT 1 MILE, CROSS BIG SANDY RIVER AND CONTINUE 6.6 MILES TO VILLAGE
 FE2224'OF DOLLAR. CONTINUE TO DOLLAR SCHOOL, TURN RIGHT AND CONTINUE
 FE2224'0.3 MILE TO STATION SITE. STATION IS ON SUMMIT OF SMALL HILL, 250
 FE2224'FEET SOUTHWEST OF HOME OF C. L. SAUNDERS, 80 FEET SOUTH-SOUTHEAST OF
 FE2224'CENTER OF ROAD, AND 48 FEET WEST OF DIM FARM ROAD ALONG EAST EDGE OF
 FE2224'HILLTOP. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2224'DISKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS
 FE2224'ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS 16 FEET
 FE2224'NORTHEAST OF CENTER LINE OF ROAD AND 115.49 FEET FROM STATION
 FE2224'N 20 DEG 05 MIN E.  NO. 2 IS ON NORTH FENCE LINE, ON SOUTHWEST
 FE2224'SIDE OF ROAD, AND 91.85 FEET FROM STATION N 73 DEG 50 MIN W.
 FE2224'AZIMUTH MARK IS 60 FEET NORTHWEST OF BUENA VISTA ROAD, NEAR WELL
 FE2224'HOUSE, AT HOME OF MRS. BOYD, AND 0.3 MILE FROM STATION
 FE2224'S 84 DEG 44 MIN E.
 FE2224
 FE2224                          STATION RECOVERY (1959)
 FE2224
 FE2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FE2224'STATION RECOVERED. ALL MARKS WERE FOUND IN GOOD CONDITION. DUE TO
 FE2224'ROAD CHANGES A NEW TO REACH FOLLOWS- TO REACH FROM THE WEST STOP
 FE2224'LIGHT ON U.S. HIGHWAY 70, IN BRUCETON GO WEST ON U.S. 70 FOR 1.75
 FE2224'MILES TO SIDE ROAD LEFT, PROSPECT BAPTIST CHURCH ON RIGHT. TURN
 FE2224'LEFT AND GO SOUTH FOR 1.2 MILES TO END OF BLACKTOP, CONTINUE SOUTH ON
 FE2224'GRAVELED ROAD FOR 4.0 MILES TO FORKS, KEEP RIGHT ACROSS A WOODEN
 FE2224'BRIDGE (NO RAILING) GOING SOUTH FOR 0.15 MILE TO FORKS. TAKE LEFT
 FE2224'FORK SOUTH FOR 1.4 MILES TO FORKS. TAKE LEFT FORK FOR 0.25 MILE TO
 FE2224'FORKS. TAKE LEFT FORK FOR 0.6 MILE TO CHURCH ON LEFT. CONTINUE SOUTH
 FE2224'ON MAIN ROAD FOR 0.5 MILE TO A T-INTERSECTION, KEEP LEFT STRAIGHT
 FE2224'AHEAD FOR 1.2 MILES TO CROSSROADS. TURN RIGHT AND GO WEST FOR 0.25
 FE2224'MILE TO TOP OF GRADE AND STATION ON THE LEFT AT SOUTH SIDE OF ROAD.
 FE2224
 FE2224                          STATION RECOVERY (1973)
 FE2224
 FE2224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FE2224'CONDITION OF POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR STATION MARK
 FE2224'1934 USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESCRIPTION.
 FE2224'
 FE2224'ADD TO DESCRIPTION.  33.50 FT. NORTH FROM N.E. COR. OF WHITE FRAME,
 FE2224'H.
 FE2224'17.20 FT. WEST FROM POWER POLE.
 FE2224'STATION IS IN FRONT YARD OF DWELLING HOUSE.
 FE2224'
 FE2224'DOLLAR AZ MK-POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR AZI 1934
 FE2224'USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESC.
 FE2224'
 FE2224'ADD TO DESC.  2.50 FT. N 25 E. FROM 6 INCH CEDAR.
 FE2224'50.0 FT. WEST FROM CENTERLINE GRAVEL ROAD.
 FE2224'+ OR - 480.0 FT. SOUTH FROM CROSS ROADS.
 FE2224'
 FE2224'T.V.A. POST AND SIGN SET AT MON.
 FE2224'
 FE2224'DOLLAR RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR NO 1 1934
 FE2224'USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESCRIPTION.  STATION IS ON TOP CUT + OR - 4.0 FT ABOVE
 FE2224'ROAD (ELEV.).
 FE2224'
 FE2224'DOLLAR RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR NO 2 1934
 FE2224'USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESCRIPTION.
 FE2224'
 FE2224'NOTE--STATION IS NOW IN N.W. CORNER OF YARD.
 FE2224'
 FE2224'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.2 MI SOUTH, SOUTH EAST OF
 FE2224'BUENA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2441 ***********************************************************************
 FB2441  DESIGNATION -  DOLLY
 FB2441  PID         -  FB2441
 FB2441  STATE/COUNTY-  TN/COCKE
 FB2441  USGS QUAD   -  HARTFORD (1968)
 FB2441
 FB2441                         *CURRENT SURVEY CONTROL
 FB2441  ___________________________________________________________________
 FB2441* NAD 83(1995)-  35 52 29.76083(N)    083 11 16.58799(W)     ADJUSTED  
 FB2441* NAVD 88     -       346.0    (meters)    1135.     (feet)  VERTCON   
 FB2441  ___________________________________________________________________
 FB2441  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 FB2441  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB2441
 FB2441  HORZ ORDER  -  SECOND
 FB2441
 FB2441.The horizontal coordinates were established by classical geodetic methods
 FB2441.and adjusted by the National Geodetic Survey in April 1999..
 FB2441
 FB2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2441
 FB2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2441
 FB2441.The geoid height was determined by GEOID03.
 FB2441
 FB2441;                    North         East     Units Scale Factor Converg.
 FB2441;SPC TN       -   174,686.925   853,897.351   MT  0.99994865   +1 38 46.6
 FB2441;SPC TN       -   573,118.69  2,801,494.89   sFT  0.99994865   +1 38 46.6
 FB2441;UTM  17      - 3,972,287.594   302,480.017   MT  1.00008076   -1 16 57.3
 FB2441
 FB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2441!SPC TN       -   0.99995046  x   0.99994865  =   0.99989912
 FB2441!UTM  17      -   0.99995046  x   1.00008076  =   1.00003122
 FB2441
 FB2441|---------------------------------------------------------------------|
 FB2441| PID    Reference Object                     Distance      Geod. Az  |
 FB2441|                                                           dddmmss.s |
 FB2441| CZ4796 DOLLY RM 1                            8.199 METERS 00241     |
 FB2441| CZ4797 DOLLY RM 2                           10.677 METERS 18001     |
 FB2441| FB1399 DOLLY 2                              60.012 METERS 18214     |
 FB2441| FB1401 DOLLY AZ MK                                        1821405.4 |
 FB2441|---------------------------------------------------------------------|
 FB2441
 FB2441                          SUPERSEDED SURVEY CONTROL
 FB2441
 FB2441  NAD 83(1995)-  35 52 29.76633(N)    083 11 16.59240(W) AD(       ) 2
 FB2441  NAD 83(1986)-  35 52 29.77197(N)    083 11 16.59028(W) AD(       ) 2
 FB2441  NAD 27      -  35 52 29.43000(N)    083 11 17.03300(W) AD(       ) 2
 FB2441  NGVD 29 (07/19/86)  346.2    (m)         1136.     (f) VERT ANG       
 FB2441
 FB2441.Superseded values are not recommended for survey control.
 FB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2441.See file dsdata.txt to determine how the superseded data were derived.
 FB2441
 FB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0248072288(NAD 83)
 FB2441_MARKER: DS = TRIANGULATION STATION DISK
 FB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2441
 FB2441  HISTORY     - Date     Condition        Report By
 FB2441  HISTORY     - 1961     MONUMENTED       CGS
 FB2441
 FB2441                          STATION DESCRIPTION
 FB2441
 FB2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2441'THE STATION IS LOCATED ON THE WEST SIDE OF THE PIGEON RIVER ROAD
 FB2441'RIGHT-OF-WAY ABOUT 6 MILES SOUTH OF NEWPORT.
 FB2441'
 FB2441'TO REACH THE STATION FROM THE JOHN W. FISHER BRIDGE ON U.S. HIGHWAY
 FB2441'70 IN THE EAST SECTION OF NEWPORT GO EAST FOR 0.05 MILE TO THE
 FB2441'PIGEON RIVER ROAD. TURN RIGHT AND FOLLOW THE ROAD 6.3 MILES TO STATE
 FB2441'FOREST SERVICE HEADQUARTERS ON THE LEFT, CONTINUE SOUTH FOR 0.5
 FB2441'MILE TO THE STATION ON THE RIGHT.
 FB2441'
 FB2441'THE STATION IS BELOW THE ROAD ON THE EDGE OF A MEADOW. THE MARK IS 25
 FB2441'FEET WEST OF THE ROAD CENTER LINE, 3.5 FEET NORTHWEST OF A
 FB2441'POWER POLE NEAR A SMALL TREE AND 2 FEET SOUTH WEST OF WITNESS POST
 FB2441'AND SIGN. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB2441'MONUMENT AND STAMPED DOLLY 1961.
 FB2441'
 FB2441'REFERENCE MARK NO. 1 IS AT THE EDGE OF A MEADOW AND TO THE NORTH OF
 FB2441'THE MEADOW ENTRANCE. IT IS 25 FEET WEST OF THE CENTER LINE OF
 FB2441'THE ROAD. THE MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 FB2441'PROJECTING 2 INCHES AND STAMPED DOLLY NO 1 1961.
 FB2441'
 FB2441'REFERENCE MARK NO. 2 IS AT THE EDGE OF THE MEADOW. THE MARK IS 24
 FB2441'FEET WEST OF THE ROAD CENTER LINE. THE MARK IS A STANDARD DISK
 FB2441'SET IN A CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED DOLLY
 FB2441'NO 2 1961.
 FB2441'
 FB2441'THE AZIMUTH MARK IS ON THE SAME ROAD AS THE STATION AND 0.2 MILE
 FB2441'SOUTH. IT IS ABOUT 35 YARDS AND ACROSS THE ROAD WEST OF AN OLD
 FB2441'BARN. IT IS 23.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 FB2441'EAST OF POWER POLE NO. 127 AND 1.5 FEET WEST OF A WITNESS SIGN AND
 FB2441'POST. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT
 FB2441'AND STAMPED DOLLY 1961.
 FB2441'
 FB2441'NOTE- THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 HAVE
 FB2441'BEEN DESTROYED BY ROAD CONSTRUCTION. A TRAVERSE CONNECTION WAS
 FB2441'MADE FROM DOLLY TO DOLLY 2 ON LINE TO DOLLY AZIMUTH MARK.
 FB2441'DISTANCE-60.012 METERS-196.89 FEET.  SEE DOLLY 2
 FB2441'DESCRIPTION.
 FB2441'
 FB2441'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1399 ***********************************************************************
 FB1399  DESIGNATION -  DOLLY 2
 FB1399  PID         -  FB1399
 FB1399  STATE/COUNTY-  TN/COCKE
 FB1399  USGS QUAD   -  HARTFORD (1968)
 FB1399
 FB1399                         *CURRENT SURVEY CONTROL
 FB1399  ___________________________________________________________________
 FB1399* NAD 83(1995)-  35 52 27.81521(N)    083 11 16.68127(W)     ADJUSTED  
 FB1399* NAVD 88     -       346.091  (meters)    1135.47   (feet)  ADJUSTED  
 FB1399  ___________________________________________________________________
 FB1399  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 FB1399  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1399  DYNAMIC HT  -         345.759 (meters)    1134.38  (feet)  COMP
 FB1399  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 FB1399
 FB1399  HORZ ORDER  -  SECOND
 FB1399  VERT ORDER  -  SECOND    CLASS 0
 FB1399
 FB1399.The horizontal coordinates were established by classical geodetic methods
 FB1399.and adjusted by the National Geodetic Survey in April 1999..
 FB1399
 FB1399.The orthometric height was determined by differential leveling
 FB1399.and adjusted by the National Geodetic Survey in June 1991..
 FB1399
 FB1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1399
 FB1399.The geoid height was determined by GEOID03.
 FB1399
 FB1399.The dynamic height is computed by dividing the NAVD 88
 FB1399.geopotential number by the normal gravity value computed on the
 FB1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1399.degrees latitude (g = 980.6199 gals.).
 FB1399
 FB1399.The modeled gravity was interpolated from observed gravity values.
 FB1399
 FB1399;                    North         East     Units Scale Factor Converg.
 FB1399;SPC TN       -   174,626.919   853,896.735   MT  0.99994865   +1 38 46.6
 FB1399;SPC TN       -   572,921.82  2,801,492.87   sFT  0.99994865   +1 38 46.6
 FB1399;UTM  17      - 3,972,227.690   302,476.335   MT  1.00008078   -1 16 57.3
 FB1399
 FB1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1399!SPC TN       -   0.99995045  x   0.99994865  =   0.99989911
 FB1399!UTM  17      -   0.99995045  x   1.00008078  =   1.00003123
 FB1399
 FB1399|---------------------------------------------------------------------|
 FB1399| PID    Reference Object                     Distance      Geod. Az  |
 FB1399|                                                           dddmmss.s |
 FB1399| FB2441 DOLLY                                60.012 METERS 00214     |
 FB1399| CZ4796 DOLLY RM 1                                         00328     |
 FB1399| FB1401 DOLLY AZ MK                                        1821404.2 |
 FB1399| CZ4797 DOLLY RM 2                                         18322     |
 FB1399|---------------------------------------------------------------------|
 FB1399
 FB1399                          SUPERSEDED SURVEY CONTROL
 FB1399
 FB1399  NAD 83(1995)-  35 52 27.82071(N)    083 11 16.68568(W) AD(       ) 2
 FB1399  NAD 83(1986)-  35 52 27.82635(N)    083 11 16.68356(W) AD(       ) 2
 FB1399  NAD 27      -  35 52 27.48390(N)    083 11 17.11040(W) AD(       ) 2
 FB1399  NGVD 29 (??/??/92)  346.250  (m)         1135.99   (f) ADJ UNCH    2 0
 FB1399
 FB1399.Superseded values are not recommended for survey control.
 FB1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1399.See file dsdata.txt to determine how the superseded data were derived.
 FB1399
 FB1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0247672228(NAD 83)
 FB1399_MARKER: DE = TRAVERSE STATION DISK
 FB1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1399_STAMPING: DOLLY 2 1961
 FB1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1399+STABILITY: SURFACE MOTION
 FB1399
 FB1399  HISTORY     - Date     Condition        Report By
 FB1399  HISTORY     - 1961     MONUMENTED       CGS
 FB1399  HISTORY     - 1961     GOOD             CGS
 FB1399  HISTORY     - 1979     GOOD             NGS
 FB1399
 FB1399                          STATION DESCRIPTION
 FB1399
 FB1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB1399'THE STATION WAS MOVED ABOUT 60 YARDS AND DIRECTLY IN LINE WITH THE
 FB1399'AZIMUTH MARK UPON ADVICE FROM THE STATE HIGHWAY DEPARTMENT THAT
 FB1399'THE ORIGINAL STATION WOULD BE LOST IN THE CONSTRUCTION OF INTERSTATE
 FB1399'HIGHWAY 40.
 FB1399'
 FB1399'THE STATION IS DIRECTLY UNDER A POWER LINE, 193 FEET SOUTH OF POLE
 FB1399'NO. 124 AND 285 FEET NORTH OF POLE NO. 125. IT IS 45 FEET
 FB1399'NORTHWEST OF A FARM DRIVE, 26 FEET WEST OF THE CENTER LINE OF THE
 FB1399'ROAD AND 2.9 FEET WEST OF A WITNESS POST AND SIGN. IT IS A STANDARD
 FB1399'DISK SET IN THE TOP OF A FLUSH CONCRETE MONUMENT AND STAMPED DOLLY 2
 FB1399'1961.
 FB1399'
 FB1399'REFERENCE MARK NO. 4 IS AT THE EDGE OF A MEADOW DIRECTLY UNDER THE
 FB1399'POWER LINE, 162 FEET SOUTH OF POLE NO. 124. THE MARK IS A STANDARD
 FB1399'DISK SET IN A FLUSH CONCRETE MONUMENT AND STAMPED DOLLY 2 NO 4 1961.
 FB1399'
 FB1399'REFERENCE MARK NO. 3 IS AT THE EDGE OF THE MEADOW LAND DIRECTLY UNDER
 FB1399'THE POWER LINE, 255 FEET NORTH OF POLE NO. 125. IT IS 30.2 FEET SOUTH
 FB1399'OF WITNESS SIGN AND POST AND 27 FEET WEST OF CENTER LINE OF THE ROAD.
 FB1399'THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND
 FB1399'STAMPED DOLLY 2 NO 3 1961.
 FB1399'
 FB1399'THE AZIMUTH MARK IS ON THE SAME ROAD AS THE STATION AND 0.2 MILE
 FB1399'SOUTH. IT IS ABOUT 35 YARDS WEST ACROSS THE ROAD FROM AN OLD BARN.
 FB1399'IT IS 23.5 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE ROAD, 1.8
 FB1399'FEET EAST OF POWER POLE NO. 127 AND 1.5 FEET WEST OF A WITNESS
 FB1399'SIGN AND POST. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB1399'MONUMENT AND THE DISK IS STAMPED DOLLY 1961.
 FB1399'
 FB1399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FB1399
 FB1399                          STATION RECOVERY (1961)
 FB1399
 FB1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB1399'7 MI NW FROM HARTFORD.
 FB1399'FROM THE POST OFFICE IN HARTFORD, GO 7.05 MILES NORTHWEST ON
 FB1399'PIGEON RIVER ROAD.  THE STATION MARK IS ABOUT 1.9 MILES NORTH
 FB1399'OF THE SMALL COMMUNITY OF DENTON, 1.45 MILES NORTH OF A TEXACO
 FB1399'SERVICE STATION, 46 FT. NORTHWEST OF THE CENTER OF A PRIVATE DRIVE
 FB1399'LEADING NORTHEAST, 25 YARDS SOUTH OF THE NORTHEAST EDGE OF A
 FB1399'PASTURE, 25 FT. WEST OF THE CENTER OF THE PIGEON RIVER ROAD, AND
 FB1399'3.0 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1399'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 4 FT. BELOW THE
 FB1399'LEVEL OF THE ROAD.
 FB1399
 FB1399                          STATION RECOVERY (1979)
 FB1399
 FB1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB1399'THE STATION AND ALL MARKS WERE FOUND AFTER A LONG SEARCH.  THERE WERE
 FB1399'SEVERAL MISTAKES FOUND WITH THE PUBLISHED DATA ON DOLLY 2 AZIMUTH
 FB1399'MARK, AND REFERENCE MARK 4 WAS FOUND TO BE SOUTH 29.83 FEET AND
 FB1399'REFERENCE MARK 3 WAS FOUND TO BE NORTH 30.87 FEET.  THE DESCRIPTION IS
 FB1399'GOOD WITH THE BELOW CHANGES.
 FB1399'
 FB1399'THE STATION IS 4 INCHES UNDERGROUND, 1 FOOT NORTH OF A METAL WITNESS
 FB1399'POST AND 32 FEET SOUTHWEST OF A POWER POLE.
 FB1399'
 FB1399'REFERENCE MARK 3 IS 27 FEET W OF THE CENTERLINE OF THE ROAD, 5 FEET
 FB1399'WEST OF A POWER POLE AND THE 1 FOOT SOUTH OF A METAL WITNESS POST.
 FB1399'
 FB1399'REFERENCE MARK 4 IS 62 FEET SOUTH OF THE POWER POLE, 27 FEET WEST OF
 FB1399'THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FB1399'
 FB1399'THE AZIMUTH MARK IS 33 FEET NORTH OF POWER POLE 36, 123 FEET NORTH
 FB1399'OF THE EXTENDED CENTERLINE OF A DRIVEWAY EAST.
 FB1399'
 FB1399'THE STATION IS 0.3 MILE SOUTHERLY ALONG HARTFORD ROAD FROM THE 440
 FB1399'EXIT OF INTERSTATE 40 4.8 MILES SOUTH OF NEWPORT.
 FB1399'
 FB1399'THE PUBLISHED AZIMUTH ON THE AZIMUTH MARK IS IN ERROR BY 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1398 ***********************************************************************
 FB1398  DESIGNATION -  DOLLY 2 RM 3
 FB1398  PID         -  FB1398
 FB1398  STATE/COUNTY-  TN/COCKE
 FB1398  USGS QUAD   -  HARTFORD (1968)
 FB1398
 FB1398                         *CURRENT SURVEY CONTROL
 FB1398  ___________________________________________________________________
 FB1398* NAD 83(1986)-  35 52 27.     (N)    083 11 17.     (W)     SCALED    
 FB1398* NAVD 88     -       346.055  (meters)    1135.35   (feet)  ADJUSTED  
 FB1398  ___________________________________________________________________
 FB1398  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1398  DYNAMIC HT  -         345.723 (meters)    1134.26  (feet)  COMP
 FB1398  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 FB1398
 FB1398  VERT ORDER  -  SECOND    CLASS 0
 FB1398
 FB1398.The horizontal coordinates were scaled from a topographic map and have
 FB1398.an estimated accuracy of +/- 6 seconds.
 FB1398
 FB1398.The orthometric height was determined by differential leveling
 FB1398.and adjusted by the National Geodetic Survey in June 1991..
 FB1398
 FB1398.The geoid height was determined by GEOID03.
 FB1398
 FB1398.The dynamic height is computed by dividing the NAVD 88
 FB1398.geopotential number by the normal gravity value computed on the
 FB1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1398.degrees latitude (g = 980.6199 gals.).
 FB1398
 FB1398.The modeled gravity was interpolated from observed gravity values.
 FB1398
 FB1398;                    North         East    Units  Estimated Accuracy
 FB1398;SPC TN       -   174,600.      853,890.      MT  (+/- 180 meters Scaled)
 FB1398
 FB1398                          SUPERSEDED SURVEY CONTROL
 FB1398
 FB1398  NGVD 29 (??/??/92)  346.214  (m)         1135.87   (f) ADJ UNCH    2 0
 FB1398
 FB1398.Superseded values are not recommended for survey control.
 FB1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1398.See file dsdata.txt to determine how the superseded data were derived.
 FB1398
 FB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024722(NAD 83)
 FB1398_MARKER: DR = REFERENCE MARK DISK
 FB1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1398_STAMPING: DOLLY 2 NO 3 1961
 FB1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1398+STABILITY: SURFACE MOTION
 FB1398
 FB1398  HISTORY     - Date     Condition        Report By
 FB1398  HISTORY     - 1961     MONUMENTED       CGS
 FB1398
 FB1398                          STATION DESCRIPTION
 FB1398
 FB1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1398'7 MI NW FROM HARTFORD.
 FB1398'FROM THE POST OFFICE IN HARTFORD, GO 7.05 MILES NORTHWEST ON
 FB1398'PIGEON RIVER ROAD.  THE REFERENCE MARK IS ABOUT 1.9 MILES NORTH
 FB1398'OF THE SMALL COMMUNITY OF DENTON, 1.45 MILES NORTH OF A TEXACO
 FB1398'SERVICE STATION, 70 FT. NORTHWEST OF THE CENTER OF A PRIVATE
 FB1398'DRIVE LEADING NORTHEAST, 45 FT. SOUTH OF THE NORTHEAST CORNER
 FB1398'OF A PASTURE, 25 FT. WEST OF THE CENTER OF PIGEON RIVER ROAD, AND
 FB1398'31 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1398'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. BELOW THE
 FB1398'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1400 ***********************************************************************
 FB1400  DESIGNATION -  DOLLY 2 RM 4
 FB1400  PID         -  FB1400
 FB1400  STATE/COUNTY-  TN/COCKE
 FB1400  USGS QUAD   -  HARTFORD (1968)
 FB1400
 FB1400                         *CURRENT SURVEY CONTROL
 FB1400  ___________________________________________________________________
 FB1400* NAD 83(1986)-  35 52 27.     (N)    083 11 17.     (W)     SCALED    
 FB1400* NAVD 88     -       346.208  (meters)    1135.85   (feet)  ADJUSTED  
 FB1400  ___________________________________________________________________
 FB1400  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1400  DYNAMIC HT  -         345.875 (meters)    1134.76  (feet)  COMP
 FB1400  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 FB1400
 FB1400  VERT ORDER  -  SECOND    CLASS 0
 FB1400
 FB1400.The horizontal coordinates were scaled from a topographic map and have
 FB1400.an estimated accuracy of +/- 6 seconds.
 FB1400
 FB1400.The orthometric height was determined by differential leveling
 FB1400.and adjusted by the National Geodetic Survey in June 1991..
 FB1400
 FB1400.The geoid height was determined by GEOID03.
 FB1400
 FB1400.The dynamic height is computed by dividing the NAVD 88
 FB1400.geopotential number by the normal gravity value computed on the
 FB1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1400.degrees latitude (g = 980.6199 gals.).
 FB1400
 FB1400.The modeled gravity was interpolated from observed gravity values.
 FB1400
 FB1400;                    North         East    Units  Estimated Accuracy
 FB1400;SPC TN       -   174,600.      853,890.      MT  (+/- 180 meters Scaled)
 FB1400
 FB1400                          SUPERSEDED SURVEY CONTROL
 FB1400
 FB1400  NGVD 29 (??/??/92)  346.367  (m)         1136.37   (f) ADJ UNCH    2 0
 FB1400
 FB1400.Superseded values are not recommended for survey control.
 FB1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1400.See file dsdata.txt to determine how the superseded data were derived.
 FB1400
 FB1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024722(NAD 83)
 FB1400_MARKER: DR = REFERENCE MARK DISK
 FB1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1400_STAMPING: DOLLY 2 NO 4 1961
 FB1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1400+STABILITY: SURFACE MOTION
 FB1400
 FB1400  HISTORY     - Date     Condition        Report By
 FB1400  HISTORY     - 1961     MONUMENTED       CGS
 FB1400
 FB1400                          STATION DESCRIPTION
 FB1400
 FB1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1400'7 MI NW FROM HARTFORD.
 FB1400'FROM THE POST OFFICE IN HARTFORD, GO 7.05 MILES NORTHWEST ON
 FB1400'PIGEON RIVER ROAD.  THE REFERENCE MARK IS ABOUT 1.9 MILES NORTH
 FB1400'OF THE SMALL COMMUNITY OF DENTON, 1.45 MILES NORTH OF A TEXACO
 FB1400'SERVICE STATION, 120 FT. SOUTH OF THE NORTHEAST CORNER OF A
 FB1400'PASTURE, 40 FT. WEST OF THE CENTER OF A PRIVATE DRIVE LEADING
 FB1400'NORTHEAST, 30 FT. WEST OF THE CENTER OF PIGEON RIVER ROAD, AND
 FB1400'30 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1400'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 3 FT. BELOW THE
 FB1400'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1401 ***********************************************************************
 FB1401  DESIGNATION -  DOLLY AZ MK
 FB1401  PID         -  FB1401
 FB1401  STATE/COUNTY-  TN/COCKE
 FB1401  USGS QUAD   -  HARTFORD (1968)
 FB1401
 FB1401                         *CURRENT SURVEY CONTROL
 FB1401  ___________________________________________________________________
 FB1401* NAD 83(1986)-  35 52 15.     (N)    083 11 18.     (W)     SCALED    
 FB1401* NAVD 88     -       352.593  (meters)    1156.80   (feet)  ADJUSTED  
 FB1401  ___________________________________________________________________
 FB1401  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1401  DYNAMIC HT  -         352.255 (meters)    1155.69  (feet)  COMP
 FB1401  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FB1401
 FB1401  VERT ORDER  -  SECOND    CLASS 0
 FB1401
 FB1401.The horizontal coordinates were scaled from a topographic map and have
 FB1401.an estimated accuracy of +/- 6 seconds.
 FB1401
 FB1401.The orthometric height was determined by differential leveling
 FB1401.and adjusted by the National Geodetic Survey in June 1991..
 FB1401
 FB1401.The geoid height was determined by GEOID03.
 FB1401
 FB1401.The dynamic height is computed by dividing the NAVD 88
 FB1401.geopotential number by the normal gravity value computed on the
 FB1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1401.degrees latitude (g = 980.6199 gals.).
 FB1401
 FB1401.The modeled gravity was interpolated from observed gravity values.
 FB1401
 FB1401;                    North         East    Units  Estimated Accuracy
 FB1401;SPC TN       -   174,230.      853,880.      MT  (+/- 180 meters Scaled)
 FB1401
 FB1401                          SUPERSEDED SURVEY CONTROL
 FB1401
 FB1401  NGVD 29 (??/??/92)  352.752  (m)         1157.32   (f) ADJ UNCH    2 0
 FB1401
 FB1401.Superseded values are not recommended for survey control.
 FB1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1401.See file dsdata.txt to determine how the superseded data were derived.
 FB1401
 FB1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024718(NAD 83)
 FB1401_MARKER: DZ = AZIMUTH MARK DISK
 FB1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1401_STAMPING: DOLLY 1961
 FB1401_MARK LOGO: CGS   
 FB1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1401+STABILITY: SURFACE MOTION
 FB1401
 FB1401  HISTORY     - Date     Condition        Report By
 FB1401  HISTORY     - 1961     MONUMENTED       CGS
 FB1401
 FB1401                          STATION DESCRIPTION
 FB1401
 FB1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1401'6.8 MI NW FROM HARTFORD.
 FB1401'FROM THE POST OFFICE IN HARTFORD, GO 6.8 MILES NORTHWEST ON
 FB1401'PIGEON RIVER ROAD.  THE AZIMUTH MARK IS ABOUT 1.65 MILES NORTH OF
 FB1401'THE SMALL COMMUNITY OF DENTON, 1.2 MILES NORTH OF A TEXACO
 FB1401'SERVICE STATION, AT THE CREST OF A SMALL HILL, 32 FT. WEST OF
 FB1401'THE CENTER OF PIGEON RIVER ROAD, 2 FT. EAST OF A POWER LINE POLE,
 FB1401'2 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1401'CONCRETE POST ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0281 ***********************************************************************
 GC0281  DESIGNATION -  DOME
 GC0281  PID         -  GC0281
 GC0281  STATE/COUNTY-  TN/WILSON
 GC0281  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0281
 GC0281                         *CURRENT SURVEY CONTROL
 GC0281  ___________________________________________________________________
 GC0281* NAD 83(1995)-  36 11 02.83821(N)    086 08 51.64776(W)     ADJUSTED  
 GC0281* NAVD 88     -       274.422  (meters)     900.33   (feet)  ADJUSTED  
 GC0281  ___________________________________________________________________
 GC0281  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 GC0281  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0281  DYNAMIC HT  -         274.193 (meters)     899.58  (feet)  COMP
 GC0281  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GC0281
 GC0281  HORZ ORDER  -  SECOND
 GC0281  VERT ORDER  -  SECOND    CLASS 0
 GC0281
 GC0281.The horizontal coordinates were established by classical geodetic methods
 GC0281.and adjusted by the National Geodetic Survey in April 1999..
 GC0281
 GC0281.The orthometric height was determined by differential leveling
 GC0281.and adjusted by the National Geodetic Survey in June 1991..
 GC0281
 GC0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0281
 GC0281.The geoid height was determined by GEOID03.
 GC0281
 GC0281.The dynamic height is computed by dividing the NAVD 88
 GC0281.geopotential number by the normal gravity value computed on the
 GC0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0281.degrees latitude (g = 980.6199 gals.).
 GC0281
 GC0281.The modeled gravity was interpolated from observed gravity values.
 GC0281
 GC0281;                    North         East     Units Scale Factor Converg.
 GC0281;SPC TN       -   205,354.904   586,716.096   MT  0.99996701   -0 05 11.2
 GC0281;SPC TN       -   673,735.21  1,924,917.72   sFT  0.99996701   -0 05 11.2
 GC0281;UTM  16      - 4,004,707.112   576,639.484   MT  0.99967237   +0 30 11.6
 GC0281
 GC0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0281!SPC TN       -   0.99996152  x   0.99996701  =   0.99992853
 GC0281!UTM  16      -   0.99996152  x   0.99967237  =   0.99963390
 GC0281
 GC0281|---------------------------------------------------------------------|
 GC0281| PID    Reference Object                     Distance      Geod. Az  |
 GC0281|                                                           dddmmss.s |
 GC0281| GC0282 DOME RM 1                            19.687 METERS 15257     |
 GC0281| GC0283 DOME AZ MK                                         2373116.8 |
 GC0281| GC0280 DOME RM 2                            10.625 METERS 24922     |
 GC0281|---------------------------------------------------------------------|
 GC0281
 GC0281                          SUPERSEDED SURVEY CONTROL
 GC0281
 GC0281  NAD 83(1995)-  36 11 02.84103(N)    086 08 51.65112(W) AD(       ) 2
 GC0281  NAD 83(1995)-  36 11 02.84277(N)    086 08 51.65146(W) AD(       ) 2
 GC0281  NAD 83(1986)-  36 11 02.84999(N)    086 08 51.64939(W) AD(       ) 2
 GC0281  NAD 27      -  36 11 02.64880(N)    086 08 51.68710(W) AD(       ) 2
 GC0281  NGVD 29 (??/??/92)  274.484  (m)          900.54   (f) ADJ UNCH    2 0
 GC0281
 GC0281.Superseded values are not recommended for survey control.
 GC0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0281.See file dsdata.txt to determine how the superseded data were derived.
 GC0281
 GC0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7663904707(NAD 83)
 GC0281_MARKER: DE = TRAVERSE STATION DISK
 GC0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0281_STAMPING: DOME 1960
 GC0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0281+STABILITY: SURFACE MOTION
 GC0281
 GC0281  HISTORY     - Date     Condition        Report By
 GC0281  HISTORY     - 1960     MONUMENTED       CGS
 GC0281  HISTORY     - 1960     GOOD             CGS
 GC0281
 GC0281                          STATION DESCRIPTION
 GC0281
 GC0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0281'THE STATION IS LOCATED ON THE SUMIT OF A WOODED HILL, ABOUT 8 MILES
 GC0281'EAST OF LEBANON, 4 MILES WEST OF GRANT, 2 MILES SOUTHEAST OF
 GC0281'TUCKERS CROSS ROADS, AND ON PROPERTY OWNED BY MR. ROBERT SEAY.
 GC0281'
 GC0281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 N AND STATE
 GC0281'HIGHWAY 141 IN THE NORTHEAST PART OF LEBANON, GO EAST ON STATE
 GC0281'HIGHWAY 141 FOR 6.0 MILES TO TUCKERS CROSS ROADS, TURN RIGHT, SOUTH,
 GC0281'FOR 0.7 MILE TO BLUE BIRD ROAD, TURN LEFT, EAST, FOR 1.6 MILES TO
 GC0281'A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT,
 GC0281'NORTH, FOR 0.25 MILE TO MR. ROBERT SEAY RESIDENCE ON THE RIGHT AND
 GC0281'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT 0.2 MILE TO THE
 GC0281'HIGHEST POINT OF THE HILL AND THE STATION.
 GC0281'
 GC0281'STATION MARK IS 12 FEET SOUTHWEST OF A 12-INCH TRIANGLE BLAZED OAK
 GC0281'TREE AND 2.6 FEET SOUTH OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GC0281'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS 3 INCHES,
 GC0281'AND IS STAMPED DOME 1960.
 GC0281'
 GC0281'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.  THE
 GC0281'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0281'BEDROCK, SET FLUSH, AND IS STAMPED DOME NO 1 1960.
 GC0281'
 GC0281'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0281'OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED DOME NO 2 1960.
 GC0281'
 GC0281'AZIMUTH MARK IS 490 FEET SOUTHWEST OF THE INTERSECTION OF BLUE BIRD
 GC0281'ROAD AND THE SIDE ROAD LEFT AND 2.1 FEET NORTH OF A WITNESS SIGN.
 GC0281'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET
 GC0281'FLUSH, AND IS STAMPED DOME 1960.
 GC0281'
 GC0281'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 GC0281
 GC0281                          STATION RECOVERY (1960)
 GC0281
 GC0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0281'8.6 MI E FROM LEBANON.
 GC0281'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR
 GC0281'0.6 MILE, THEN 7.5 MILES EAST ON BLUE BIRD ROAD, THEN 0.25 MILE
 GC0281'NORTH ON A GRAVELED ROAD TO MR. ROBERT SEAY RESIDENCE ON THE
 GC0281'RIGHT, THEN GO ABOUT 0.2 MILE SOUTHEAST TO THE HIGHEST POINT
 GC0281'OF A HILL.  THE STATION MARK IS 12 FT. SOUTHWEST OF A 12-INCH
 GC0281'TRIANGLE BLAZED OAK TREE AND 2.6 FT. SOUTH OF A WITNESS SIGN.
 GC0281'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0283 ***********************************************************************
 GC0283  DESIGNATION -  DOME AZ MK
 GC0283  PID         -  GC0283
 GC0283  STATE/COUNTY-  TN/WILSON
 GC0283  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0283
 GC0283                         *CURRENT SURVEY CONTROL
 GC0283  ___________________________________________________________________
 GC0283* NAD 83(1986)-  36 10 52.     (N)    086 09 13.     (W)     SCALED    
 GC0283* NAVD 88     -       231.065  (meters)     758.09   (feet)  ADJUSTED  
 GC0283  ___________________________________________________________________
 GC0283  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0283  DYNAMIC HT  -         230.871 (meters)     757.45  (feet)  COMP
 GC0283  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GC0283
 GC0283  VERT ORDER  -  SECOND    CLASS 0
 GC0283
 GC0283.The horizontal coordinates were scaled from a topographic map and have
 GC0283.an estimated accuracy of +/- 6 seconds.
 GC0283
 GC0283.The orthometric height was determined by differential leveling
 GC0283.and adjusted by the National Geodetic Survey in June 1991..
 GC0283
 GC0283.The geoid height was determined by GEOID03.
 GC0283
 GC0283.The dynamic height is computed by dividing the NAVD 88
 GC0283.geopotential number by the normal gravity value computed on the
 GC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0283.degrees latitude (g = 980.6199 gals.).
 GC0283
 GC0283.The modeled gravity was interpolated from observed gravity values.
 GC0283
 GC0283;                    North         East    Units  Estimated Accuracy
 GC0283;SPC TN       -   205,020.      586,180.      MT  (+/- 180 meters Scaled)
 GC0283
 GC0283                          SUPERSEDED SURVEY CONTROL
 GC0283
 GC0283  NGVD 29 (??/??/92)  231.127  (m)          758.29   (f) ADJ UNCH    2 0
 GC0283
 GC0283.Superseded values are not recommended for survey control.
 GC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0283.See file dsdata.txt to determine how the superseded data were derived.
 GC0283
 GC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF761043(NAD 83)
 GC0283_MARKER: DZ = AZIMUTH MARK DISK
 GC0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0283_STAMPING: DOME 1960
 GC0283_MARK LOGO: CGS   
 GC0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0283+STABILITY: SURFACE MOTION
 GC0283
 GC0283  HISTORY     - Date     Condition        Report By
 GC0283  HISTORY     - 1960     MONUMENTED       CGS
 GC0283
 GC0283                          STATION DESCRIPTION
 GC0283
 GC0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0283'8.2 MI E FROM LEBANON.
 GC0283'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR
 GC0283'0.6 MILE, THEN 7.5 MILES EAST ON BLUE BIRD ROAD TO A T JUNCTION
 GC0283'OF BLUE BIRD ROAD AND A GRAVELED ROAD LEADING NORTH, THEN GO
 GC0283'SOUTH WEST FOR ABOUT 0.1 MILE.  THE MARK IS 490 FT. SOUTHWEST
 GC0283'OF THE T JUNCTION AND 2.1 FT. NORTH OF A WITNESS SIGN.  THE
 GC0283'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0283'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0282 ***********************************************************************
 GC0282  DESIGNATION -  DOME RM 1
 GC0282  PID         -  GC0282
 GC0282  STATE/COUNTY-  TN/WILSON
 GC0282  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0282
 GC0282                         *CURRENT SURVEY CONTROL
 GC0282  ___________________________________________________________________
 GC0282* NAD 83(1986)-  36 11 02.     (N)    086 08 51.     (W)     SCALED    
 GC0282* NAVD 88     -       273.164  (meters)     896.21   (feet)  ADJUSTED  
 GC0282  ___________________________________________________________________
 GC0282  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0282  DYNAMIC HT  -         272.935 (meters)     895.45  (feet)  COMP
 GC0282  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GC0282
 GC0282  VERT ORDER  -  SECOND    CLASS 0
 GC0282
 GC0282.The horizontal coordinates were scaled from a topographic map and have
 GC0282.an estimated accuracy of +/- 6 seconds.
 GC0282
 GC0282.The orthometric height was determined by differential leveling
 GC0282.and adjusted by the National Geodetic Survey in June 1991..
 GC0282
 GC0282.The geoid height was determined by GEOID03.
 GC0282
 GC0282.The dynamic height is computed by dividing the NAVD 88
 GC0282.geopotential number by the normal gravity value computed on the
 GC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0282.degrees latitude (g = 980.6199 gals.).
 GC0282
 GC0282.The modeled gravity was interpolated from observed gravity values.
 GC0282
 GC0282;                    North         East    Units  Estimated Accuracy
 GC0282;SPC TN       -   205,330.      586,730.      MT  (+/- 180 meters Scaled)
 GC0282
 GC0282                          SUPERSEDED SURVEY CONTROL
 GC0282
 GC0282  NGVD 29 (??/??/92)  273.226  (m)          896.41   (f) ADJ UNCH    2 0
 GC0282
 GC0282.Superseded values are not recommended for survey control.
 GC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0282.See file dsdata.txt to determine how the superseded data were derived.
 GC0282
 GC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF766046(NAD 83)
 GC0282_MARKER: DR = REFERENCE MARK DISK
 GC0282_SETTING: 66 = SET IN ROCK OUTCROP
 GC0282_SP_SET: BEDROCK
 GC0282_STAMPING: DOME NO 1 1960
 GC0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0282+STABILITY: POSITION/ELEVATION WELL
 GC0282
 GC0282  HISTORY     - Date     Condition        Report By
 GC0282  HISTORY     - 1960     MONUMENTED       CGS
 GC0282
 GC0282                          STATION DESCRIPTION
 GC0282
 GC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0282'8.6 MI E FROM LEBANON.
 GC0282'THIS MARK IS LOCATED AT THE DOME 1960 STATION SITE, 64.6 FT.
 GC0282'SOUTHEAST OF THE STATION MARK, AND IS ABOUT 2 FT. LOWER THAN
 GC0282'THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0282'BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0280 ***********************************************************************
 GC0280  DESIGNATION -  DOME RM 2
 GC0280  PID         -  GC0280
 GC0280  STATE/COUNTY-  TN/WILSON
 GC0280  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0280
 GC0280                         *CURRENT SURVEY CONTROL
 GC0280  ___________________________________________________________________
 GC0280* NAD 83(1986)-  36 11 02.     (N)    086 08 51.     (W)     SCALED    
 GC0280* NAVD 88     -       274.149  (meters)     899.44   (feet)  ADJUSTED  
 GC0280  ___________________________________________________________________
 GC0280  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0280  DYNAMIC HT  -         273.919 (meters)     898.68  (feet)  COMP
 GC0280  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GC0280
 GC0280  VERT ORDER  -  SECOND    CLASS 0
 GC0280
 GC0280.The horizontal coordinates were scaled from a topographic map and have
 GC0280.an estimated accuracy of +/- 6 seconds.
 GC0280
 GC0280.The orthometric height was determined by differential leveling
 GC0280.and adjusted by the National Geodetic Survey in June 1991..
 GC0280
 GC0280.The geoid height was determined by GEOID03.
 GC0280
 GC0280.The dynamic height is computed by dividing the NAVD 88
 GC0280.geopotential number by the normal gravity value computed on the
 GC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0280.degrees latitude (g = 980.6199 gals.).
 GC0280
 GC0280.The modeled gravity was interpolated from observed gravity values.
 GC0280
 GC0280;                    North         East    Units  Estimated Accuracy
 GC0280;SPC TN       -   205,330.      586,730.      MT  (+/- 180 meters Scaled)
 GC0280
 GC0280                          SUPERSEDED SURVEY CONTROL
 GC0280
 GC0280  NGVD 29 (??/??/92)  274.211  (m)          899.64   (f) ADJ UNCH    2 0
 GC0280
 GC0280.Superseded values are not recommended for survey control.
 GC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0280.See file dsdata.txt to determine how the superseded data were derived.
 GC0280
 GC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF766046(NAD 83)
 GC0280_MARKER: DR = REFERENCE MARK DISK
 GC0280_SETTING: 66 = SET IN ROCK OUTCROP
 GC0280_SP_SET: BEDROCK
 GC0280_STAMPING: DOME NO 2 1960
 GC0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0280+STABILITY: POSITION/ELEVATION WELL
 GC0280
 GC0280  HISTORY     - Date     Condition        Report By
 GC0280  HISTORY     - 1960     MONUMENTED       CGS
 GC0280
 GC0280                          STATION DESCRIPTION
 GC0280
 GC0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0280'8.6 MI E FROM LEBANON.
 GC0280'THIS MARK IS LOCATED AT THE DOME 1960 STATION SITE, 35 FT.
 GC0280'SOUTHWEST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 GC0280'HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2587 ***********************************************************************
 GA2587  DESIGNATION -  DON
 GA2587  PID         -  GA2587
 GA2587  STATE/COUNTY-  TN/CLAIBORNE
 GA2587  USGS QUAD   -  WHEELER (1978)
 GA2587
 GA2587                         *CURRENT SURVEY CONTROL
 GA2587  ___________________________________________________________________
 GA2587* NAD 83(1995)-  36 30 15.53761(N)    083 35 52.71683(W)     ADJUSTED  
 GA2587* NAVD 88     -       440.203  (meters)    1444.23   (feet)  ADJUSTED  
 GA2587  ___________________________________________________________________
 GA2587  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GA2587  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2587  DYNAMIC HT  -         439.808 (meters)    1442.94  (feet)  COMP
 GA2587  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA2587
 GA2587  HORZ ORDER  -  SECOND
 GA2587  VERT ORDER  -  SECOND    CLASS 0
 GA2587
 GA2587.The horizontal coordinates were established by classical geodetic methods
 GA2587.and adjusted by the National Geodetic Survey in April 1999..
 GA2587
 GA2587.The orthometric height was determined by differential leveling
 GA2587.and adjusted by the National Geodetic Survey in June 1991..
 GA2587
 GA2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2587
 GA2587.The geoid height was determined by GEOID03.
 GA2587
 GA2587.The dynamic height is computed by dividing the NAVD 88
 GA2587.geopotential number by the normal gravity value computed on the
 GA2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2587.degrees latitude (g = 980.6199 gals.).
 GA2587
 GA2587.The modeled gravity was interpolated from observed gravity values.
 GA2587
 GA2587;                    North         East     Units Scale Factor Converg.
 GA2587;SPC TN       -   243,515.630   815,169.943   MT  1.00001672   +1 24 22.5
 GA2587;SPC TN       -   798,934.20  2,674,436.72   sFT  1.00001672   +1 24 22.5
 GA2587;UTM  17      - 4,043,026.130   267,326.901   MT  1.00026704   -1 32 46.3
 GA2587
 GA2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2587!SPC TN       -   0.99993573  x   1.00001672  =   0.99995245
 GA2587!UTM  17      -   0.99993573  x   1.00026704  =   1.00020275
 GA2587
 GA2587|---------------------------------------------------------------------|
 GA2587| PID    Reference Object                     Distance      Geod. Az  |
 GA2587|                                                           dddmmss.s |
 GA2587| GA2589 DON RM 1                              5.628 METERS 12123     |
 GA2587| GA3531 JAYNES                              APPROX. 0.8 KM 1624030.3 |
 GA2587| GA2588 DON RM 2                              6.182 METERS 30033     |
 GA2587|---------------------------------------------------------------------|
 GA2587
 GA2587                          SUPERSEDED SURVEY CONTROL
 GA2587
 GA2587  NAD 83(1995)-  36 30 15.53943(N)    083 35 52.71842(W) AD(       ) 2
 GA2587  NAD 83(1995)-  36 30 15.53639(N)    083 35 52.71039(W) AD(       ) 2
 GA2587  NAD 83(1995)-  36 30 15.54667(N)    083 35 52.71793(W) AD(       ) 2
 GA2587  NAD 83(1986)-  36 30 15.54787(N)    083 35 52.71760(W) AD(       ) 2
 GA2587  NAD 27      -  36 30 15.25716(N)    083 35 53.04886(W) AD(       ) 2
 GA2587  NGVD 29 (??/??/??)  440.39   (m)         1444.8    (f) RESET       3  
 GA2587
 GA2587.Superseded values are not recommended for survey control.
 GA2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2587.See file dsdata.txt to determine how the superseded data were derived.
 GA2587
 GA2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6732743026(NAD 83)
 GA2587_MARKER: DD = SURVEY DISK
 GA2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2587_STAMPING: DON 1963
 GA2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2587+STABILITY: SURFACE MOTION
 GA2587
 GA2587  HISTORY     - Date     Condition        Report By
 GA2587  HISTORY     - 1963     MONUMENTED       TNHD
 GA2587  HISTORY     - 1963     GOOD             TNHD
 GA2587  HISTORY     - 1975     GOOD             NGS
 GA2587
 GA2587                          STATION DESCRIPTION
 GA2587
 GA2587'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2587'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF TAZEWELL.
 GA2587'
 GA2587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2587'ROUTE 33, GO 4.3 MILES
 GA2587'NORTHWESTERLY ON U.S.  HIGHWAY 25E TO AN ABANDONED HOUSE
 GA2587'ON THE LEFT, A CABINET SHOP ON
 GA2587'THE RIGHT AND THE STATION ON THE LEFT
 GA2587'ON A CUT JUST NORTH OF THE HOUSE.
 GA2587'
 GA2587'THE STATION MARK IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2587'U.S.  HIGHWAY 25E, 5
 GA2587'FEET SOUTHWEST OF THE HIGHWAY CUT AND 3.7 FEET
 GA2587'SOUTHWEST OF A WITNESS POST.  THE
 GA2587'SURFACE AND UNDERGROUND MARKS ARE
 GA2587'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GA2587'DISKS ARE STAMPED
 GA2587'DON 1963.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2587'CONCRETE MONUMENT.
 GA2587'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2587'
 GA2587'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GA2587'OF U.S.  HIGHWAY 25E AND
 GA2587'6 FEET SOUTHWEST OF A HIGHWAY CUT.  IT IS A STANDARD
 GA2587'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2587'SET IN A 10-INCH SQUARE, FLUSH,
 GA2587'CONCRETE MONUMENT AND THE DISK IS STAMPED DON RM-1 1963.
 GA2587'
 GA2587'REFERENCE MARK NO. 2 IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GA2587'OF U.S.  HIGHWAY 25E AND
 GA2587'5 FEET SOUTHWEST OF A HIGHWAY CUT.  IT IS A STANDARD
 GA2587'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2587'SET IN A 10-INCH SQUARE, FLUSH,
 GA2587'CONCRETE MONUMENT AND THE DISK IS STAMPED DON RM-2 1963.
 GA2587'
 GA2587'THE TRAVERSE STATIONS JAYNES AND/OR MABE WILL SERVE AS THE AZIMUTH
 GA2587'MARK.
 GA2587'
 GA2587'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2587'
 GA2587'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2587
 GA2587                          STATION RECOVERY (1963)
 GA2587
 GA2587'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2587'4 MI NE FROM TAZEWELL.
 GA2587'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2587'TAZEWELL, GO 4.3 MILES NORTHEAST ON U.S. HIGHWAY 25E TO AN
 GA2587'ABANDONED HOUSE ON THE LEFT, A CABINET SHOP ON THE RIGHT AND THE
 GA2587'STATION ON THE LEFT ON A CUT BANK JUST NORTH OF THE HOUSE.  THE
 GA2587'STATION MARK IS 63 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 GA2587'HIGHWAY 25E AND 6 FEET SOUTHWEST OF A HIGHWAY CUT.  THE MARK IS
 GA2587'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2587'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2587
 GA2587                          STATION RECOVERY (1975)
 GA2587
 GA2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA2587'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA2587'DESCRIPTION IS GOOD WITH THE BELOW--
 GA2587'
 GA2587'THE STATION MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 6 FEET
 GA2587'WEST OF A 6 INCH PINE TREE, 20 FEET SOUTH OF A 6 INCH PINE TREE AND
 GA2587'69 FEET NORTHWEST OF THE WEST 1 OF 2 CONCRETE RIGHT-OF-WAY POST.
 GA2587'
 GA2587'REFERENCE MARK 1 IS 51 FEET NORTHWEST OF THE CONCRETE RIGHT-OF-WAY
 GA2587'POST AND 16 FEET SOUTH A 6 INCH PINE TREE.
 GA2587'
 GA2587'REFERENCE MARK 2 IS 7 FEET SOUTHWEST OF A 6 INCH PINE TREE AND 89
 GA2587'FEET NORTHWEST OF THE RIGHT-OF-WAY POST.
 GA2587'
 GA2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GA2587'NORTHEAST OF TAZEWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2589 ***********************************************************************
 GA2589  DESIGNATION -  DON RM 1
 GA2589  PID         -  GA2589
 GA2589  STATE/COUNTY-  TN/CLAIBORNE
 GA2589  USGS QUAD   -  WHEELER (1978)
 GA2589
 GA2589                         *CURRENT SURVEY CONTROL
 GA2589  ___________________________________________________________________
 GA2589* NAD 83(1986)-  36 30 15.     (N)    083 35 53.     (W)     SCALED    
 GA2589* NAVD 88     -       440.251  (meters)    1444.39   (feet)  ADJUSTED  
 GA2589  ___________________________________________________________________
 GA2589  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2589  DYNAMIC HT  -         439.856 (meters)    1443.09  (feet)  COMP
 GA2589  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2589
 GA2589  VERT ORDER  -  SECOND    CLASS 0
 GA2589
 GA2589.The horizontal coordinates were scaled from a topographic map and have
 GA2589.an estimated accuracy of +/- 6 seconds.
 GA2589
 GA2589.The orthometric height was determined by differential leveling
 GA2589.and adjusted by the National Geodetic Survey in June 1991..
 GA2589
 GA2589.The geoid height was determined by GEOID03.
 GA2589
 GA2589.The dynamic height is computed by dividing the NAVD 88
 GA2589.geopotential number by the normal gravity value computed on the
 GA2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2589.degrees latitude (g = 980.6199 gals.).
 GA2589
 GA2589.The modeled gravity was interpolated from observed gravity values.
 GA2589
 GA2589;                    North         East    Units  Estimated Accuracy
 GA2589;SPC TN       -   243,500.      815,160.      MT  (+/- 180 meters Scaled)
 GA2589
 GA2589                          SUPERSEDED SURVEY CONTROL
 GA2589
 GA2589  NGVD 29 (??/??/92)  440.369  (m)         1444.78   (f) ADJ UNCH    2 0
 GA2589
 GA2589.Superseded values are not recommended for survey control.
 GA2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2589.See file dsdata.txt to determine how the superseded data were derived.
 GA2589
 GA2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA673430(NAD 83)
 GA2589_MARKER: DD = SURVEY DISK
 GA2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2589_STAMPING: DON RM-1 1963
 GA2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2589+STABILITY: SURFACE MOTION
 GA2589
 GA2589  HISTORY     - Date     Condition        Report By
 GA2589  HISTORY     - 1963     MONUMENTED       TNHD
 GA2589
 GA2589                          STATION DESCRIPTION
 GA2589
 GA2589'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2589'4 MI NE FROM TAZEWELL.
 GA2589'THIS MARK IS LOCATED AT THE DON 1963 STATION SITE, 34 FEET
 GA2589'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 6 FEET SOUTHWEST
 GA2589'OF A HIGHWAY CUT AND 18 FEET SOUTHEAST OF THE STATION.  THE MARK
 GA2589'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2589'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2588 ***********************************************************************
 GA2588  DESIGNATION -  DON RM 2
 GA2588  PID         -  GA2588
 GA2588  STATE/COUNTY-  TN/CLAIBORNE
 GA2588  USGS QUAD   -  WHEELER (1978)
 GA2588
 GA2588                         *CURRENT SURVEY CONTROL
 GA2588  ___________________________________________________________________
 GA2588* NAD 83(1986)-  36 30 15.     (N)    083 35 53.     (W)     SCALED    
 GA2588* NAVD 88     -       440.125  (meters)    1443.98   (feet)  ADJUSTED  
 GA2588  ___________________________________________________________________
 GA2588  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2588  DYNAMIC HT  -         439.730 (meters)    1442.68  (feet)  COMP
 GA2588  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2588
 GA2588  VERT ORDER  -  SECOND    CLASS 0
 GA2588
 GA2588.The horizontal coordinates were scaled from a topographic map and have
 GA2588.an estimated accuracy of +/- 6 seconds.
 GA2588
 GA2588.The orthometric height was determined by differential leveling
 GA2588.and adjusted by the National Geodetic Survey in June 1991..
 GA2588
 GA2588.The geoid height was determined by GEOID03.
 GA2588
 GA2588.The dynamic height is computed by dividing the NAVD 88
 GA2588.geopotential number by the normal gravity value computed on the
 GA2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2588.degrees latitude (g = 980.6199 gals.).
 GA2588
 GA2588.The modeled gravity was interpolated from observed gravity values.
 GA2588
 GA2588;                    North         East    Units  Estimated Accuracy
 GA2588;SPC TN       -   243,500.      815,160.      MT  (+/- 180 meters Scaled)
 GA2588
 GA2588                          SUPERSEDED SURVEY CONTROL
 GA2588
 GA2588  NGVD 29 (??/??/92)  440.243  (m)         1444.36   (f) ADJ UNCH    2 0
 GA2588
 GA2588.Superseded values are not recommended for survey control.
 GA2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2588.See file dsdata.txt to determine how the superseded data were derived.
 GA2588
 GA2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA673430(NAD 83)
 GA2588_MARKER: DD = SURVEY DISK
 GA2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2588_STAMPING: DON RM-2 1963
 GA2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2588+STABILITY: SURFACE MOTION
 GA2588
 GA2588  HISTORY     - Date     Condition        Report By
 GA2588  HISTORY     - 1963     MONUMENTED       TNHD
 GA2588
 GA2588                          STATION DESCRIPTION
 GA2588
 GA2588'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2588'4 MI NE FROM TAZEWELL.
 GA2588'THIS MARK IS AT THE DON 1963 STATION SITE, 63 FEET SOUTHWEST OF
 GA2588'THE CENTERLINE OF U.S. HIGHWAY 25E, 5 FEET SOUTHWEST OF A
 GA2588'HIGHWAY CUT AND 20 FEET NORTHWEST OF THE STATION.  THE MARK IS
 GA2588'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2588'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0696 ***********************************************************************
 GC0696  DESIGNATION -  DONEL
 GC0696  PID         -  GC0696
 GC0696  STATE/COUNTY-  TN/DAVIDSON
 GC0696  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0696
 GC0696                         *CURRENT SURVEY CONTROL
 GC0696  ___________________________________________________________________
 GC0696* NAD 83(1995)-  36 08 30.90737(N)    086 40 03.27703(W)     ADJUSTED  
 GC0696* NAVD 88     -       171.706  (meters)     563.34   (feet)  ADJUSTED  
 GC0696  ___________________________________________________________________
 GC0696  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GC0696  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0696  DYNAMIC HT  -         171.559 (meters)     562.86  (feet)  COMP
 GC0696  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GC0696
 GC0696  HORZ ORDER  -  SECOND
 GC0696  VERT ORDER  -  SECOND    CLASS 0
 GC0696
 GC0696.The horizontal coordinates were established by classical geodetic methods
 GC0696.and adjusted by the National Geodetic Survey in April 1999..
 GC0696
 GC0696.The orthometric height was determined by differential leveling
 GC0696.and adjusted by the National Geodetic Survey in June 1991..
 GC0696
 GC0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0696
 GC0696.The geoid height was determined by GEOID03.
 GC0696
 GC0696.The dynamic height is computed by dividing the NAVD 88
 GC0696.geopotential number by the normal gravity value computed on the
 GC0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0696.degrees latitude (g = 980.6199 gals.).
 GC0696
 GC0696.The modeled gravity was interpolated from observed gravity values.
 GC0696
 GC0696;                    North         East     Units Scale Factor Converg.
 GC0696;SPC TN       -   200,867.026   539,919.531   MT  0.99996279   -0 23 27.0
 GC0696;SPC TN       -   659,011.23  1,771,385.99   sFT  0.99996279   -0 23 27.0
 GC0696;UTM  16      - 3,999,740.669   529,906.778   MT  0.99961102   +0 11 45.8
 GC0696
 GC0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0696!SPC TN       -   0.99997764  x   0.99996279  =   0.99994043
 GC0696!UTM  16      -   0.99997764  x   0.99961102  =   0.99958867
 GC0696
 GC0696|---------------------------------------------------------------------|
 GC0696| PID    Reference Object                     Distance      Geod. Az  |
 GC0696|                                                           dddmmss.s |
 GC0696| GC0695 DONEL RM 1                           23.552 METERS 14255     |
 GC0696| GC0690 DABBS                               APPROX. 2.9 KM 2783833.0 |
 GC0696| GC0697 DONEL RM 2                           26.451 METERS 35902     |
 GC0696|---------------------------------------------------------------------|
 GC0696
 GC0696                          SUPERSEDED SURVEY CONTROL
 GC0696
 GC0696  NAD 83(1995)-  36 08 30.90952(N)    086 40 03.27937(W) AD(       ) 2
 GC0696  NAD 83(1995)-  36 08 30.91184(N)    086 40 03.27872(W) AD(       ) 2
 GC0696  NAD 83(1986)-  36 08 30.91745(N)    086 40 03.27993(W) AD(       ) 2
 GC0696  NAD 27      -  36 08 30.71240(N)    086 40 03.29070(W) AD(       ) 2
 GC0696  NGVD 29 (??/??/92)  171.732  (m)          563.42   (f) ADJ UNCH    2 0
 GC0696
 GC0696.Superseded values are not recommended for survey control.
 GC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0696.See file dsdata.txt to determine how the superseded data were derived.
 GC0696
 GC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2990799741(NAD 83)
 GC0696_MARKER: DS = TRIANGULATION STATION DISK
 GC0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0696_STAMPING: DONEL 1959
 GC0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0696+STABILITY: SURFACE MOTION
 GC0696
 GC0696  HISTORY     - Date     Condition        Report By
 GC0696  HISTORY     - 1959     MONUMENTED       CGS
 GC0696  HISTORY     - 1960     GOOD             NGS
 GC0696
 GC0696                          STATION DESCRIPTION
 GC0696
 GC0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0696'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF THE NASHVILLE
 GC0696'MUNICIPAL AIRPORT ADMINISTRATION BUILDING, ABOUT 2 MILES SOUTH OF
 GC0696'DONELSON, ON THE PROPERTY OF MRS. S.L. STARKEY AND NEAR THE NORTH
 GC0696'RIGHT-OF-WAY OF THE PLANNED INTERSTATE HIGHWAY 40.
 GC0696'
 GC0696'TO REACH THE STATION FROM THE DONELSON POST OFFICE, GO EAST ON U.S.
 GC0696'HIGHWAY 70N FOR 0.2 MILE TO A TRAFFIC LIGHT, TURN RIGHT AND GO
 GC0696'SOUTHERLY ON DONELSON PIKE FOR 1.75 MILES TO A DRIVE WAY ON THE RIGHT
 GC0696'INTO MRS. STARKEYS YARD, TURN RIGHT AND GO WEST TO A WHITE WOODEN
 GC0696'GATE AT THE NORTHWEST CORNER OF A WHITE GARAGE, PASS THROUGH GATE AND
 GC0696'CONTINUE WEST FOR ABOUT 75 YARDS TO THE STATION ON THE LEFT AS
 GC0696'DECRIBED.
 GC0696'
 GC0696'THE STATION MARK IS A STANDARD STATION DISK STAMPED DONEL 1959.  THE
 GC0696'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC0696'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET WEST OF THE
 GC0696'NORTHWEST CORNER OF A BARN, 54 FEET WEST OF A FENCE CORNER
 GC0696'POST, 4 FEET NORTHWEST OF A WITNESS SIGN AND 2 FEET NORTH OF A FENCE
 GC0696'LINE.
 GC0696'
 GC0696'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 GC0696'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED DONEL
 GC0696'1959.
 GC0696'
 GC0696'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED DONEL NO. 1
 GC0696'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0696'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET WEST OF
 GC0696'A T FENCE CORNER POST, 52 FEET NORTHWEST OF THE NORTHWEST
 GC0696'CORNER OF A BARN, 14 FEET SOUTH OF THE SOUTH SIDE OF A SMALL BARN AND
 GC0696'1 FOOT SOUTH OF A FENCE LINE.
 GC0696'
 GC0696'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED DONEL NO. 2
 GC0696'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0696'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50 FEET
 GC0696'SOUTHWEST OF A GATE POST, 42 FEET SOUTH OF A FENCE LINE AND 2 FEET
 GC0696'NORTH OF A FENCE LINE AND SMALL TREE.
 GC0696'
 GC0696'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 GC0696'SUITABLE LOCATION FOUND.
 GC0696'
 GC0696'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 GC0696
 GC0696                          STATION RECOVERY (1960)
 GC0696
 GC0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0696'9 MI E FROM NASHVILLE.
 GC0696'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0696'SOUTHEAST ON THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0696'THEN 1.1 MILES ON FOSTER AVENUE, THEN 0.9 MILE EAST ON U.S.
 GC0696'HIGHWAY 70S, THEN 0.6 MILE NORTH OF SPENCE LANE, THEN 0.8 MILE
 GC0696'EAST ON ELM HILL PIKE, THEN 1.3 MILES SOUTHEAST ON DABBS AVENUE,
 GC0696'THEN 1.0 MILE EAST ON INTERSTATE HIGHWAY 40.  THE STATION IS
 GC0696'ABOUT 0.1 MILE WEST ON DONELSON PIKE ROAD, 81 FT. WEST OF THE
 GC0696'NORTHWEST CORNER OF A BARN, 2 FT. NORTH OF A FENCE, AND 4.4 FT.
 GC0696'WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0696'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0695 ***********************************************************************
 GC0695  DESIGNATION -  DONEL RM 1
 GC0695  PID         -  GC0695
 GC0695  STATE/COUNTY-  TN/DAVIDSON
 GC0695  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0695
 GC0695                         *CURRENT SURVEY CONTROL
 GC0695  ___________________________________________________________________
 GC0695* NAD 83(1986)-  36 08 30.     (N)    086 40 03.     (W)     SCALED    
 GC0695* NAVD 88     -       171.180  (meters)     561.61   (feet)  ADJUSTED  
 GC0695  ___________________________________________________________________
 GC0695  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0695  DYNAMIC HT  -         171.034 (meters)     561.13  (feet)  COMP
 GC0695  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GC0695
 GC0695  VERT ORDER  -  SECOND    CLASS 0
 GC0695
 GC0695.The horizontal coordinates were scaled from a topographic map and have
 GC0695.an estimated accuracy of +/- 6 seconds.
 GC0695
 GC0695.The orthometric height was determined by differential leveling
 GC0695.and adjusted by the National Geodetic Survey in June 1991..
 GC0695
 GC0695.The geoid height was determined by GEOID03.
 GC0695
 GC0695.The dynamic height is computed by dividing the NAVD 88
 GC0695.geopotential number by the normal gravity value computed on the
 GC0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0695.degrees latitude (g = 980.6199 gals.).
 GC0695
 GC0695.The modeled gravity was interpolated from observed gravity values.
 GC0695
 GC0695;                    North         East    Units  Estimated Accuracy
 GC0695;SPC TN       -   200,840.      539,930.      MT  (+/- 180 meters Scaled)
 GC0695
 GC0695                          SUPERSEDED SURVEY CONTROL
 GC0695
 GC0695  NGVD 29 (??/??/92)  171.207  (m)          561.70   (f) ADJ UNCH    2 0
 GC0695
 GC0695.Superseded values are not recommended for survey control.
 GC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0695.See file dsdata.txt to determine how the superseded data were derived.
 GC0695
 GC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE299997(NAD 83)
 GC0695_MARKER: DR = REFERENCE MARK DISK
 GC0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0695_STAMPING: DONEL NO 1 1959
 GC0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0695+STABILITY: SURFACE MOTION
 GC0695
 GC0695  HISTORY     - Date     Condition        Report By
 GC0695  HISTORY     - 1959     MONUMENTED       CGS
 GC0695  HISTORY     - 1960     GOOD             NGS
 GC0695
 GC0695                          STATION DESCRIPTION
 GC0695
 GC0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0695'9 MI E FROM NASHVILLE.
 GC0695'THIS MARK IS LOCATED AT THE DONEL 1959 STATION SITE, 77.2 FT.
 GC0695'NORTHEAST OF THE STATION MARK, 52.5 FT. NORTHWEST OF THE
 GC0695'NORTHWEST CORNER OF A BARN, 18 FT. EAST OF A GATE, AND 1.5 FT.
 GC0695'SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0695'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0697 ***********************************************************************
 GC0697  DESIGNATION -  DONEL RM 2
 GC0697  PID         -  GC0697
 GC0697  STATE/COUNTY-  TN/DAVIDSON
 GC0697  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0697
 GC0697                         *CURRENT SURVEY CONTROL
 GC0697  ___________________________________________________________________
 GC0697* NAD 83(1986)-  36 08 30.     (N)    086 40 03.     (W)     SCALED    
 GC0697* NAVD 88     -       171.922  (meters)     564.05   (feet)  ADJUSTED  
 GC0697  ___________________________________________________________________
 GC0697  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0697  DYNAMIC HT  -         171.776 (meters)     563.57  (feet)  COMP
 GC0697  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GC0697
 GC0697  VERT ORDER  -  SECOND    CLASS 0
 GC0697
 GC0697.The horizontal coordinates were scaled from a topographic map and have
 GC0697.an estimated accuracy of +/- 6 seconds.
 GC0697
 GC0697.The orthometric height was determined by differential leveling
 GC0697.and adjusted by the National Geodetic Survey in June 1991..
 GC0697
 GC0697.The geoid height was determined by GEOID03.
 GC0697
 GC0697.The dynamic height is computed by dividing the NAVD 88
 GC0697.geopotential number by the normal gravity value computed on the
 GC0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0697.degrees latitude (g = 980.6199 gals.).
 GC0697
 GC0697.The modeled gravity was interpolated from observed gravity values.
 GC0697
 GC0697;                    North         East    Units  Estimated Accuracy
 GC0697;SPC TN       -   200,840.      539,930.      MT  (+/- 180 meters Scaled)
 GC0697
 GC0697                          SUPERSEDED SURVEY CONTROL
 GC0697
 GC0697  NGVD 29 (??/??/92)  171.949  (m)          564.14   (f) ADJ UNCH    2 0
 GC0697
 GC0697.Superseded values are not recommended for survey control.
 GC0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0697.See file dsdata.txt to determine how the superseded data were derived.
 GC0697
 GC0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE299997(NAD 83)
 GC0697_MARKER: DR = REFERENCE MARK DISK
 GC0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0697_STAMPING: DONEL NO 2 1959
 GC0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0697+STABILITY: SURFACE MOTION
 GC0697
 GC0697  HISTORY     - Date     Condition        Report By
 GC0697  HISTORY     - 1959     MONUMENTED       CGS
 GC0697  HISTORY     - 1960     GOOD             NGS
 GC0697
 GC0697                          STATION DESCRIPTION
 GC0697
 GC0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0697'9 MI E FROM NASHVILLE.
 GC0697'THIS MARK IS LOCATED AT THE DONEL 1959 STATION SITE, 86.5 FT.
 GC0697'WEST OF THE STATION MARK, 51 FT. SOUTHWEST OF A GATE LEADING TO
 GC0697'A GARDEN, AND 2 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP OF
 GC0697'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2633 ***********************************************************************
 GC2633  DESIGNATION -  DONELSON
 GC2633  PID         -  GC2633
 GC2633  STATE/COUNTY-  TN/STEWART
 GC2633  USGS QUAD   -  DOVER (1971)
 GC2633
 GC2633                         *CURRENT SURVEY CONTROL
 GC2633  ___________________________________________________________________
 GC2633* NAD 83(1995)-  36 28 56.76886(N)    087 51 48.24440(W)     ADJUSTED  
 GC2633* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2633  ___________________________________________________________________
 GC2633  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 GC2633  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2633
 GC2633  HORZ ORDER  -  SECOND
 GC2633
 GC2633.The horizontal coordinates were established by classical geodetic methods
 GC2633.and adjusted by the National Geodetic Survey in April 1999..
 GC2633
 GC2633.The orthometric height was scaled from a topographic map.
 GC2633
 GC2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2633
 GC2633.The geoid height was determined by GEOID03.
 GC2633
 GC2633;                    North         East     Units Scale Factor Converg.
 GC2633;SPC TN       -   240,036.578   433,026.167   MT  1.00001233   -1 05 27.3
 GC2633;SPC TN       -   787,520.01  1,420,686.68   sFT  1.00001233   -1 05 27.3
 GC2633;UTM  16      - 4,037,806.287   422,659.550   MT  0.99967369   -0 30 48.2
 GC2633
 GC2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2633!SPC TN       -   0.99997757  x   1.00001233  =   0.99998990
 GC2633!UTM  16      -   0.99997757  x   0.99967369  =   0.99965127
 GC2633
 GC2633|---------------------------------------------------------------------|
 GC2633| PID    Reference Object                     Distance      Geod. Az  |
 GC2633|                                                           dddmmss.s |
 GC2633| CG5258 DONELSON RM 1                        25.210 METERS 07144     |
 GC2633| CG5259 DONELSON RM 2                        28.407 METERS 18934     |
 GC2633| CG5257 DONELSON AZ MK                                     2181323.9 |
 GC2633| GC2641 FAIR                                APPROX. 3.5 KM 2970908.7 |
 GC2633|---------------------------------------------------------------------|
 GC2633
 GC2633                          SUPERSEDED SURVEY CONTROL
 GC2633
 GC2633  NAD 83(1995)-  36 28 56.77062(N)    087 51 48.24533(W) AD(       ) 2
 GC2633  NAD 83(1995)-  36 28 56.77366(N)    087 51 48.25001(W) AD(       ) 2
 GC2633  NAD 83(1986)-  36 28 56.77823(N)    087 51 48.24655(W) AD(       ) 2
 GC2633  NAD 27      -  36 28 56.59200(N)    087 51 48.15900(W) AD(       ) 2
 GC2633
 GC2633.Superseded values are not recommended for survey control.
 GC2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2633.See file dsdata.txt to determine how the superseded data were derived.
 GC2633
 GC2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2266037806(NAD 83)
 GC2633_MARKER: DS = TRIANGULATION STATION DISK
 GC2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2633
 GC2633  HISTORY     - Date     Condition        Report By
 GC2633  HISTORY     - 1952     MONUMENTED       CGS
 GC2633  HISTORY     - 1972     GOOD             LOCENG
 GC2633  HISTORY     - 1972     GOOD             NGS
 GC2633  HISTORY     - 1986     GOOD             USPSQD
 GC2633
 GC2633                          STATION DESCRIPTION
 GC2633
 GC2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2633'STATION IS LOCATED ABOUT 1 MILE WEST OF DOVER ON THE FORT DONELSON
 GC2633'MILITARY PARK.  IT IS 25 FEET NORTH OF A LARGE STONE POST AT
 GC2633'THE SOUTH ENTRANCE INTO THE PARK AND 24 FEET NORTHWEST OF THE CENTER
 GC2633'OF A PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2633'DONELSON 1952.
 GC2633'
 GC2633'REFERENCE MARK NO. 1 IS 16 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 GC2633'ROAD AND 3 FEET SOUTHEAST OF A PARK INFORMATION TABLE.  THE MARK
 GC2633'IS FLUSH AND THE DISK IS STAMPED DONELSON NO 1 1952.
 GC2633'
 GC2633'REFERENCE MARK NO. 2 IS 52 FEET SOUTHWEST OF A LARGE STONE POST AND
 GC2633'16 FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD.  THE MARK IS
 GC2633'FLUSH AND THE DISK IS STAMPED DONELSON NO 2 1952.
 GC2633'
 GC2633'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 30 FEET
 GC2633'NORTH OF THE CENTER OF U.S. HIGHWAY 79, 13 FEET WEST OF A POWERLINE
 GC2633'POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 GC2633'INCHES AND THE DISK IS STAMPED DONELSON 1952.
 GC2633'
 GC2633'TO REACH THE STATION FROM THE COURTHOUSE IN DOVER, GO WEST ON U.S.
 GC2633'HIGHWAY 79 FOR 1.45 MILE TO THE FORT DONELSON MILITARY PARK
 GC2633'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE STATION ON
 GC2633'THE LEFT AS DESCRIBED.
 GC2633'
 GC2633'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2633'79 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2633'
 GC2633'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2633
 GC2633                          STATION RECOVERY (1972)
 GC2633
 GC2633'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2633'DONELSON STATION MARK RECOVERED IN GOOD CONDITION.
 GC2633'
 GC2633'DONELSON STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2633'
 GC2633'STATION IS 252 FT. N 22 DEG 30 MIN E. OF CENTERLINE HWY NO. 79 150.0
 GC2633'FT. S 60 W. FROM FLAG POLE.  26.0 FT. N. W. FROM CENTERLINE RD.
 GC2633'110.7 N 40 E FROM N. E. COR. OF 5 FOOT X 5 FOOT ROCK POST, AND
 GC2633'285.62 FT. N 22 DEG-30 MIN E. FROM JWM-6 AND 116.22 FT. N 21 E. FROM
 GC2633'REF. MK. NO. 4 1960, CAP SET IN NORTH END OF EAST ROCK WALL
 GC2633'ON DRIVEWAY.  RM NO. 1 AND 2 AND AZ-MK. NOT FOUND.
 GC2633'
 GC2633'DONELSON REF NO. 4 RECOVERED IN GOOD CONDITION.
 GC2633'
 GC2633'DONELSON REF MK NO. 4 1960 USCS FOUND STAMPED ON THE POINT.
 GC2633'
 GC2633'STATION IS + OR - 150.0 FT. N. E. OF INT. HWY. 79 AND ENTRANCE
 GC2633'TO FT. DONELSON PARK.  16.0 FT. S. E. OF CENTERLINE OF PAVED RD. IN
 GC2633'TOP OF NORTH END OF EAST ROCK WALL ON DRIVEWAY.  AND 116.22 S. 21
 GC2633'W. FROM DONELSON STATION MARK.
 GC2633'
 GC2633'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1.0 MI. WEST OF
 GC2633'DOVER TENN. AT PARK.
 GC2633
 GC2633                          STATION RECOVERY (1972)
 GC2633
 GC2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GC2633'AFTER A LONG AND EXTENDED SEARCH, THE STATION MARK ONLY WAS
 GC2633'RECOVERED.  A USGS BENCH MARK DISK STAMPED DONELSON 1960 REFERENCE
 GC2633'MARK NO. 4 WAS ACCIDENTALLY FOUND IN A ROCK WALL NEARBY, HOWEVER,
 GC2633'AT THE PRESENT TIME NO RECORDS CAN BE FOUND AS TO WHEN OR BY WHOM,
 GC2633'THIS MARK WAS SET.  THE FORT DONELSON MILITARY PARK SUPERINTENDENT
 GC2633'STATED THAT THIS MARK WAS RESET IN 1960 WHEN SOME AGENCY WAS
 GC2633'NOTIFIED THAT THE ORIGINAL REFERENCE MARK NO. 1 WOULD BE
 GC2633'DESTROYED, AND TO THE BEST OF HIS KNOWLEDGE, THE MARK WAS MOVED
 GC2633'BY USC AND GS PERSONELL.  A COMPLETE AND THOROUGH SEARCH WAS MADE
 GC2633'FOR REFERENCE MARK NO. 2, BUT IT COULD NOT BE FOUND AND IS BELIEVED
 GC2633'TO HAVE BEEN DESTROYED DURING THE SAME PERIOD OF
 GC2633'CONSTRUCTION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 GC2633'NOT BE FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED OR COVERED
 GC2633'WITH FILL AT THE TIME IMPROVEMENTS ALONG THE RIGHT-OF-WAY WERE
 GC2633'MADE TO ALLOW FOR COMMERCIAL BUSINESS CONSTRUCTION.
 GC2633'TWO NEW REFERENCE MARKS NO. 5 AND NO. 6 WERE ESTABLISHED
 GC2633'THIS DATE.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 GC2633'ANGLES OBSERVED BETWEEN JWM 1947-6(USGS) AND ALL REFERENCE MARKS.
 GC2633'IF NO RECORDS CAN BE FOUND TO CLARIFY THE EXISTANCE OF THE
 GC2633'REFERENCE MARK NO. 4, IT WILL BE NECESSARY TO TIE THE NEW MARKS
 GC2633'THROUGH POLARIS OBSERVATIONS.
 GC2633'
 GC2633'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2633'
 GC2633'THE STATION IS LOCATED ABOUT 1 MILE WEST OF DOVER NEAR THE NEW
 GC2633'ENTRANCE INTO THE FORT DONELSON MILITARY PARK AND ON RESERVATION
 GC2633'PROPERTY.
 GC2633'
 GC2633'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 79 AND STATE
 GC2633'ROUTE 49 IN DOVER, GO WESTERLY ON THESE HIGHWAYS FOR 1.55 MILES TO
 GC2633'THE ENTRANCE INTO FORT DONELSON MILITARY PARK ON THE RIGHT.  HERE
 GC2633'TURN RIGHT ON THE PARK DRIVE AND GO NORTHERLY FOR ABOUT 0.05 OF A
 GC2633'MILE TO THE PARK HEADQUARTERS ON THE RIGHT, AND THE STATION ON THE
 GC2633'LEFT AS DESCRIBED.
 GC2633'
 GC2633'THE STATION IS 150 FEET SOUTHWEST OF THE PARK HEADQUARTERS
 GC2633'FLAGPOLE, 110.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 GC2633'LARGE STONE ENTRANCE PILLAR, 110 FEET NORTH-NORTHEAST OF THE NORTH
 GC2633'END OF A ROCK WALL ALONG THE WEST SIDE OF THE ENTRANCE DRIVE, 27
 GC2633'FEET EAST OF A 14-INCH BLACK WALNUT TREE, 26 FEET NORTHWEST OF
 GC2633'THE APPROXIMATE CENTER OF THE ENTRANCE DRIVE, 22 FEET
 GC2633'SOUTH-SOUTHWEST OF A 12-INCH HOLLY TREE, 21 FEET EAST OF THE
 GC2633'ANCHOR BLOCK FOR AN ARTILLERY PIECE, AND IN A TENDED AREA
 GC2633'BETWEEN OLD CONFEDERATE TRENCHES AND THE PARK DRIVE.  IT IS
 GC2633'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GC2633'MONUMENT ABOUT 5 INCHES BELOW THE SWARD, AND THE DISK IS STAMPED
 GC2633'DONELSON 1952.
 GC2633'
 GC2633'REFERENCE MARK NO. 4 IS 39 FEET EAST OF THE NORTHEAST CORNER OF A
 GC2633'LARGE STONE ENTRANCE PILLAR, 19 FEET WEST OF AN 18-INCH MAPLE TREE,
 GC2633'14 FEET EAST OF THE APPROXIMATE CENTER OF THE PARK DRIVE, AND 1.0
 GC2633'FOOT SOUTH OF THE NORTH END OF THE ROCK WALL ALONG THE EAST SIDE
 GC2633'OF THE PARK DRIVE.  IT IS A USGS BENCH MARK DISK WITH A CHISELED
 GC2633'ARROW CEMENTED IN A DRILL HOLE NEAR THE NORTH END OF THE ROCK
 GC2633'WALL AND THE DISK IS STAMPED DONELSON 1960 REFERENCE MARK NO. 4.
 GC2633'NOTE--IF FUTURE LONG RANGE PLANNING FOR THE AREA IS
 GC2633'ACCOMPLISHED, THIS MARK WILL EVENTUALLY BE DESTROYED.
 GC2633'
 GC2633'REFERENCE MARK NO. 5 IS 55 FEET SOUTHWEST OF THE PARK HEADQUARTERS
 GC2633'FLAGPOLE, 28 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE WALK,
 GC2633'17 FEET EAST OF THE APPROXIMATE CENTER OF THE PARK DRIVE, AND 16
 GC2633'FEET NORTH-NORTHWEST OF AN 8-INCH PIN OAK TREE.  IT IS A STANDARD
 GC2633'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB
 GC2633'ALONG THE EAST SIDE OF THE PAVED ROAD IN FRONT OF THE PARK
 GC2633'VISITORS CENTER, AND THE DISK IS STAMPED DONELSON 1952 NO 5 1972.
 GC2633'
 GC2633'REFERENCE MARK NO. 6 IS 63 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2633'THE PARK DRIVE, 40 FEET NORTH-NORTHEAST OF A 12-INCH, FORKED
 GC2633'TRUNKED, ELM TREE, 33 FEET NORTHWEST OF A 12-INCH WHITE OAK TREE,
 GC2633'17.5 FEET WEST OF THE WEST END OF A CONCRETE WALK, AND 6 FEET
 GC2633'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING
 GC2633'INTO THE VISITORS CENTER PARKING LOT.  IT IS A STANDARD DISK
 GC2633'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB ALONG THE
 GC2633'SOUTH SIDE OF THE DRIVEWAY AND THE DISK IS STAMPED
 GC2633'DONELSON 1952 NO 6 1972.
 GC2633'
 GC2633'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 GC2633'REFERENCE MARK NO. 6 IS 69.92 FEET - 21.311 METERS.
 GC2633'
 GC2633'JWM 1947-6 (USGS) IS ACROSS U. S. HIGHWAY 79 AND STATE ROUTE 49
 GC2633'ABOUT 275 FEET SOUTH-SOUTHWEST FROM THE STATION, 60 FEET NORTH OF AN
 GC2633'18-INCH VIRGINIA PINE TREE, 30 FEET SOUTH-SOUTHEAST OF THE
 GC2633'APPROXIMATE CENTER OF U. S. HIGHWAY 79 AND STATE ROUTE 49, 14 FEET
 GC2633'WEST OF THE WEST EDGE OF THE STONE BASE FOR A LARGE SIGN FORT
 GC2633'DONELSON NATIONAL BATTLEFIELD, AND IN A TENDED AREA.  IT IS A
 GC2633'STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GC2633'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 GC2633'JWM 1947-6.  NOTE-- IF FUTURE LONG RANGE PLANNING FOR THE
 GC2633'AREA IS ACCOMPLISHED, THIS MARK WILL EVENTUALLY BE DESTROYED.
 GC2633'
 GC2633'AN ELEVATION WAS TRANSFERRED FROM THE DONELSON 1960 REFERENCE MARK
 GC2633'NO. 4 TO THE STATION MARK, IN THE EVENT THAT THE MARK WAS SET AS A
 GC2633'BENCH MARK.  THE DIFFERENCE IN ELEVATION BEING + 1.253 METERS AND
 GC2633'+ 4.110 FEET FOR TRIANGULATION STATION DONELSON 1952.
 GC2633'
 GC2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 GC2633'OF DOVER.
 GC2633
 GC2633                          STATION RECOVERY (1986)
 GC2633
 GC2633'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2231 ***********************************************************************
 GC2231  DESIGNATION -  DONELSON CLOVER BOTTOM HOME TK
 GC2231  PID         -  GC2231
 GC2231  STATE/COUNTY-  TN/DAVIDSON
 GC2231  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2231
 GC2231                         *CURRENT SURVEY CONTROL
 GC2231  ___________________________________________________________________
 GC2231* NAD 83(1995)-  36 09 50.13698(N)    086 38 32.03141(W)     ADJUSTED  
 GC2231* NAVD 88     -                                                        
 GC2231  ___________________________________________________________________
 GC2231  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC2231  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2231
 GC2231  HORZ ORDER  -  THIRD
 GC2231
 GC2231.The horizontal coordinates were established by classical geodetic methods
 GC2231.and adjusted by the National Geodetic Survey in April 1999..
 GC2231
 GC2231
 GC2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2231
 GC2231.The geoid height was determined by GEOID03.
 GC2231
 GC2231;                    North         East     Units Scale Factor Converg.
 GC2231;SPC TN       -   203,293.694   542,216.608   MT  0.99996492   -0 22 33.6
 GC2231;SPC TN       -   666,972.73  1,778,922.32   sFT  0.99996492   -0 22 33.6
 GC2231;UTM  16      - 4,002,189.880   532,178.073   MT  0.99961276   +0 12 40.0
 GC2231
 GC2231                          SUPERSEDED SURVEY CONTROL
 GC2231
 GC2231  NAD 83(1995)-  36 09 50.13912(N)    086 38 32.03383(W) AD(       ) 4
 GC2231  NAD 83(1995)-  36 09 50.14161(N)    086 38 32.03310(W) AD(       ) 4
 GC2231  NAD 83(1986)-  36 09 50.14726(N)    086 38 32.03416(W) AD(       ) 4
 GC2231  NAD 27      -  36 09 49.94500(N)    086 38 32.04700(W) AD(       ) 3
 GC2231
 GC2231.Superseded values are not recommended for survey control.
 GC2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2231.See file dsdata.txt to determine how the superseded data were derived.
 GC2231
 GC2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3217802190(NAD 83)
 GC2231_MARKER: 53 = ELEVATED TANK
 GC2231
 GC2231  HISTORY     - Date     Condition        Report By
 GC2231  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2231
 GC2231                          STATION DESCRIPTION
 GC2231
 GC2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2231'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF DONELSON AT THE CLOVER
 GC2231'BOTTOM MENTAL HOME. THE TANK IS SUPPORTED BY A 6-LEGGED STEEL
 GC2231'STRUCTURE, COLORED ORANGE AND WHITE AND IS 135 FEET IN OVER-ALL
 GC2231'HEIGHT. THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2232 ***********************************************************************
 GC2232  DESIGNATION -  DONELSON FIRST BAP CH SPIRE
 GC2232  PID         -  GC2232
 GC2232  STATE/COUNTY-  TN/DAVIDSON
 GC2232  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2232
 GC2232                         *CURRENT SURVEY CONTROL
 GC2232  ___________________________________________________________________
 GC2232* NAD 83(1995)-  36 10 12.37434(N)    086 40 37.76597(W)     ADJUSTED  
 GC2232* NAVD 88     -                                                        
 GC2232  ___________________________________________________________________
 GC2232  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GC2232  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2232
 GC2232  HORZ ORDER  -  THIRD
 GC2232
 GC2232.The horizontal coordinates were established by classical geodetic methods
 GC2232.and adjusted by the National Geodetic Survey in April 1999..
 GC2232
 GC2232
 GC2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2232
 GC2232.The geoid height was determined by GEOID03.
 GC2232
 GC2232;                    North         East     Units Scale Factor Converg.
 GC2232;SPC TN       -   204,000.253   539,078.981   MT  0.99996555   -0 23 47.2
 GC2232;SPC TN       -   669,290.83  1,768,628.29   sFT  0.99996555   -0 23 47.2
 GC2232;UTM  16      - 4,002,864.017   529,034.484   MT  0.99961039   +0 11 25.9
 GC2232
 GC2232                          SUPERSEDED SURVEY CONTROL
 GC2232
 GC2232  NAD 83(1995)-  36 10 12.37632(N)    086 40 37.76845(W) AD(       ) 4
 GC2232  NAD 83(1995)-  36 10 12.37894(N)    086 40 37.76775(W) AD(       ) 4
 GC2232  NAD 83(1986)-  36 10 12.38469(N)    086 40 37.76891(W) AD(       ) 4
 GC2232  NAD 27      -  36 10 12.19100(N)    086 40 37.78200(W) AD(       ) 3
 GC2232
 GC2232.Superseded values are not recommended for survey control.
 GC2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2232.See file dsdata.txt to determine how the superseded data were derived.
 GC2232
 GC2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2903402864(NAD 83)
 GC2232_MARKER: 90 = CHURCH SPIRE
 GC2232
 GC2232  HISTORY     - Date     Condition        Report By
 GC2232  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2232  HISTORY     - 1958     GOOD             CGS
 GC2232  HISTORY     - 1964     GOOD             CGS
 GC2232
 GC2232                          STATION DESCRIPTION
 GC2232
 GC2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2232'STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ATOP THE FIRST
 GC2232'BAPTIST CHURCH IN THE TOWN OF DONELSON. IT IS A SLENDER SPIRE,
 GC2232'ABOUT 125 FEET HIGH, LOCATED ON THE SOUTH EDGE OF A RED BRICK
 GC2232'STRUCTURE.
 GC2232
 GC2232                          STATION RECOVERY (1958)
 GC2232
 GC2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GC2232'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 GC2232'GOOD CONDITION.
 GC2232
 GC2232                          STATION RECOVERY (1964)
 GC2232
 GC2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2232'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2233 ***********************************************************************
 GC2233  DESIGNATION -  DONELSON TVA MICROWAVE MAST
 GC2233  PID         -  GC2233
 GC2233  STATE/COUNTY-  TN/DAVIDSON
 GC2233  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2233
 GC2233                         *CURRENT SURVEY CONTROL
 GC2233  ___________________________________________________________________
 GC2233* NAD 83(1995)-  36 10 30.37788(N)    086 40 08.70711(W)     ADJUSTED  
 GC2233* NAVD 88     -                                                        
 GC2233  ___________________________________________________________________
 GC2233  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2233  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2233
 GC2233  HORZ ORDER  -  THIRD
 GC2233
 GC2233.The horizontal coordinates were established by classical geodetic methods
 GC2233.and adjusted by the National Geodetic Survey in April 1999..
 GC2233
 GC2233
 GC2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2233
 GC2233.The geoid height was determined by GEOID03.
 GC2233
 GC2233;                    North         East     Units Scale Factor Converg.
 GC2233;SPC TN       -   204,550.147   539,808.959   MT  0.99996606   -0 23 30.2
 GC2233;SPC TN       -   671,094.94  1,771,023.23   sFT  0.99996606   -0 23 30.2
 GC2233;UTM  16      - 4,003,421.162   529,758.533   MT  0.99961091   +0 11 43.2
 GC2233
 GC2233                          SUPERSEDED SURVEY CONTROL
 GC2233
 GC2233  NAD 83(1995)-  36 10 30.37994(N)    086 40 08.70953(W) AD(       ) 4
 GC2233  NAD 83(1995)-  36 10 30.38252(N)    086 40 08.70897(W) AD(       ) 4
 GC2233  NAD 83(1986)-  36 10 30.38755(N)    086 40 08.70890(W) AD(       ) 4
 GC2233  NAD 27      -  36 10 30.18700(N)    086 40 08.72100(W) AD(       ) 3
 GC2233
 GC2233.Superseded values are not recommended for survey control.
 GC2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2233.See file dsdata.txt to determine how the superseded data were derived.
 GC2233
 GC2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2975903421(NAD 83)
 GC2233_MARKER: 44 = MICROWAVE MAST
 GC2233
 GC2233  HISTORY     - Date     Condition        Report By
 GC2233  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2233  HISTORY     - 1980     GOOD             NGS
 GC2233  HISTORY     - 1982     GOOD             NGS
 GC2233
 GC2233                          STATION DESCRIPTION
 GC2233
 GC2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2233'STATION IS THE CENTER OF THE BASE OF THE DONELSON, MICRO-WAVE STATION
 GC2233'MAST, LOCATED 1 MILE NORTHEAST OF DONELSON, ATOP A HIGH HILL
 GC2233'LOCALLY KNOWN AS TODD KNOB AND ON PROPERTY OWNED BY THE T.V.A. IT IS
 GC2233'A 3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTION OF RED AND
 GC2233'WHITE AND IS ABOUT 50 FEET HIGH.
 GC2233'
 GC2233'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TODD AND
 GC2233'THE DISTANCE IS 14.677 METERS (48.15 FEET).
 GC2233
 GC2233                          STATION RECOVERY (1980)
 GC2233
 GC2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2233'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2233'
 GC2233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 GC2233'DONELSON.
 GC2233
 GC2233                          STATION RECOVERY (1982)
 GC2233
 GC2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2233'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 GC2233'CONDITION.
 GC2233'
 GC2233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE N OF
 GC2233'DONELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0795 ***********************************************************************
 FC0795  DESIGNATION -  DORTON
 FC0795  PID         -  FC0795
 FC0795  STATE/COUNTY-  TN/CUMBERLAND
 FC0795  USGS QUAD   -  DORTON (1991)
 FC0795
 FC0795                         *CURRENT SURVEY CONTROL
 FC0795  ___________________________________________________________________
 FC0795* NAD 83(1995)-  35 57 14.59657(N)    084 57 03.04115(W)     ADJUSTED  
 FC0795* NAVD 88     -       557.778  (meters)    1829.98   (feet)  ADJUSTED  
 FC0795  ___________________________________________________________________
 FC0795  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 FC0795  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC0795  DYNAMIC HT  -         557.260 (meters)    1828.28  (feet)  COMP
 FC0795  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0795
 FC0795  HORZ ORDER  -  SECOND
 FC0795  VERT ORDER  -  SECOND    CLASS 0
 FC0795
 FC0795.The horizontal coordinates were established by classical geodetic methods
 FC0795.and adjusted by the National Geodetic Survey in April 1999..
 FC0795
 FC0795.The orthometric height was determined by differential leveling
 FC0795.and adjusted by the National Geodetic Survey in June 1991..
 FC0795
 FC0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0795
 FC0795.The geoid height was determined by GEOID03.
 FC0795
 FC0795.The dynamic height is computed by dividing the NAVD 88
 FC0795.geopotential number by the normal gravity value computed on the
 FC0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0795.degrees latitude (g = 980.6199 gals.).
 FC0795
 FC0795.The modeled gravity was interpolated from observed gravity values.
 FC0795
 FC0795;                    North         East     Units Scale Factor Converg.
 FC0795;SPC TN       -   180,324.957   694,644.056   MT  0.99995059   +0 36 51.2
 FC0795;SPC TN       -   591,616.13  2,279,011.37   sFT  0.99995059   +0 36 51.2
 FC0795;UTM  16      - 3,980,793.265   684,804.900   MT  1.00002085   +1 12 12.5
 FC0795
 FC0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0795!SPC TN       -   0.99991699  x   0.99995059  =   0.99986758
 FC0795!UTM  16      -   0.99991699  x   1.00002085  =   0.99993784
 FC0795
 FC0795|---------------------------------------------------------------------|
 FC0795| PID    Reference Object                     Distance      Geod. Az  |
 FC0795|                                                           dddmmss.s |
 FC0795| FC0796 DORTON RM 1                          26.651 METERS 17132     |
 FC0795| CZ4803 DORTON AZ MK                                       2382803.4 |
 FC0795| FC0794 DORTON RM 2                          27.127 METERS 24147     |
 FC0795|---------------------------------------------------------------------|
 FC0795
 FC0795                          SUPERSEDED SURVEY CONTROL
 FC0795
 FC0795  NAD 83(1995)-  35 57 14.60149(N)    084 57 03.04138(W) AD(       ) 2
 FC0795  NAD 83(1986)-  35 57 14.60812(N)    084 57 03.04044(W) AD(       ) 2
 FC0795  NAD 27      -  35 57 14.36190(N)    084 57 03.20780(W) AD(       ) 2
 FC0795  NGVD 29 (??/??/92)  557.854  (m)         1830.23   (f) ADJ UNCH    2 0
 FC0795
 FC0795.Superseded values are not recommended for survey control.
 FC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0795.See file dsdata.txt to determine how the superseded data were derived.
 FC0795
 FC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8480580793(NAD 83)
 FC0795_MARKER: DS = TRIANGULATION STATION DISK
 FC0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0795_STAMPING: DORTON 1960
 FC0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0795+STABILITY: SURFACE MOTION
 FC0795
 FC0795  HISTORY     - Date     Condition        Report By
 FC0795  HISTORY     - 1960     MONUMENTED       CGS
 FC0795  HISTORY     - 1957     GOOD             NGS
 FC0795  HISTORY     - 1960     GOOD             CGS
 FC0795
 FC0795                          STATION DESCRIPTION
 FC0795
 FC0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0795'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF CROSSVILLE.
 FC0795'
 FC0795'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH FOR
 FC0795'0.2 MILE TO A STOP LIGHT AND U.S. HIGHWAY 70, TURN LEFT AND GO
 FC0795'EAST ON U.S. HIGHWAY 70 FOR 3.8 MILES TO A T ROAD ON THE LEFT AND A
 FC0795'SIGN, TENNESSEE STONE CO. LOADING YARD, TURN LEFT, NORTH, AND GO
 FC0795'0.15 MILE TO A T ROAD, TURN RIGHT, EAST, AND GO 0.5 MILE TO THE
 FC0795'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR 0.2 MILE TO THE
 FC0795'STATION ON THE RIGHT.
 FC0795'
 FC0795'THE STATION IS 61 FEET SOUTHWEST OF A POWER LINE POLE, 38 FEET EAST
 FC0795'OF THE CENTER OF A GRAVELED ROAD, 19 FEET SOUTH OF A FENCE LINE, AND
 FC0795'2.3 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET
 FC0795'IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED DORTON 1960.
 FC0795'
 FC0795'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC0795'CONCRETE POST, PROJECTING 2 INCHES, AND IS STAMPED DORTON NO 1
 FC0795'1960.
 FC0795'
 FC0795'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC0795'CONCRETE POST, PROJECTING 2 INCHES, AND IS STAMPED DORTON NO 2
 FC0795'1960.
 FC0795'
 FC0795'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 FC0795'1.9 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 FC0795'IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 FC0795'PROJECTING 2 INCHES, AND IS STAMPED DORTON 1960.
 FC0795'
 FC0795'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
 FC0795
 FC0795                          STATION RECOVERY (1957)
 FC0795
 FC0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FC0795'RECOVERED IN GOOD CONDITION.
 FC0795
 FC0795                          STATION RECOVERY (1960)
 FC0795
 FC0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0795'1 MI E FROM DORTON.
 FC0795'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0795'ROAD TO A Y JUNCTION.  THE STATION MARK IS 61 FT. SOUTHWEST OF A
 FC0795'POWER LINE POLE, 38 FT. EAST OF THE CENTER OF A GRAVELED ROAD,
 FC0795'19 FT. SOUTH OF A FENCE, AND 2.3 FT. SOUTH OF A WITNESS SIGN.
 FC0795'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0795'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0793 ***********************************************************************
 FC0793  DESIGNATION -  DORTON AZ MK
 FC0793  PID         -  FC0793
 FC0793  STATE/COUNTY-  TN/CUMBERLAND
 FC0793  USGS QUAD   -  DORTON (1991)
 FC0793
 FC0793                         *CURRENT SURVEY CONTROL
 FC0793  ___________________________________________________________________
 FC0793* NAD 83(1986)-  35 57 10.     (N)    084 57 12.     (W)     SCALED    
 FC0793* NAVD 88     -       554.460  (meters)    1819.09   (feet)  ADJUSTED  
 FC0793  ___________________________________________________________________
 FC0793  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC0793  DYNAMIC HT  -         553.945 (meters)    1817.40  (feet)  COMP
 FC0793  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0793
 FC0793  VERT ORDER  -  SECOND    CLASS 0
 FC0793
 FC0793.The horizontal coordinates were scaled from a topographic map and have
 FC0793.an estimated accuracy of +/- 6 seconds.
 FC0793
 FC0793.The orthometric height was determined by differential leveling
 FC0793.and adjusted by the National Geodetic Survey in June 1991..
 FC0793
 FC0793.The geoid height was determined by GEOID03.
 FC0793
 FC0793.The dynamic height is computed by dividing the NAVD 88
 FC0793.geopotential number by the normal gravity value computed on the
 FC0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0793.degrees latitude (g = 980.6199 gals.).
 FC0793
 FC0793.The modeled gravity was interpolated from observed gravity values.
 FC0793
 FC0793;                    North         East    Units  Estimated Accuracy
 FC0793;SPC TN       -   180,180.      694,420.      MT  (+/- 180 meters Scaled)
 FC0793
 FC0793                          SUPERSEDED SURVEY CONTROL
 FC0793
 FC0793  NGVD 29 (??/??/92)  554.536  (m)         1819.34   (f) ADJ UNCH    2 0
 FC0793
 FC0793.Superseded values are not recommended for survey control.
 FC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0793.See file dsdata.txt to determine how the superseded data were derived.
 FC0793
 FC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE845806(NAD 83)
 FC0793_MARKER: DZ = AZIMUTH MARK DISK
 FC0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0793_STAMPING: DORTON 1960
 FC0793_MARK LOGO: CGS   
 FC0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0793+STABILITY: SURFACE MOTION
 FC0793
 FC0793  HISTORY     - Date     Condition        Report By
 FC0793  HISTORY     - 1960     MONUMENTED       CGS
 FC0793  HISTORY     - 1967     GOOD             NGS
 FC0793
 FC0793                          STATION DESCRIPTION
 FC0793
 FC0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0793'0.8 MI E FROM DORTON.
 FC0793'FROM THE DORTON SCHOOL IN DORTON, GO 0.8 MILE EAST ON A GRAVELED
 FC0793'ROAD TO A Y JUNCTION.  THE AZIMUTH MARK IS 37 FT. SOUTH OF THE
 FC0793'CENTER OF A GRAVELED ROAD, 1.9 FT. EAST OF A WITNESS SIGN AND
 FC0793'1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0793'PROJECTING 2 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FC0793'GRAVELED ROAD.
 FC0793
 FC0793                          STATION RECOVERY (1967)
 FC0793
 FC0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0796 ***********************************************************************
 FC0796  DESIGNATION -  DORTON RM 1
 FC0796  PID         -  FC0796
 FC0796  STATE/COUNTY-  TN/CUMBERLAND
 FC0796  USGS QUAD   -  DORTON (1991)
 FC0796
 FC0796                         *CURRENT SURVEY CONTROL
 FC0796  ___________________________________________________________________
 FC0796* NAD 83(1986)-  35 57 14.     (N)    084 57 03.     (W)     SCALED    
 FC0796* NAVD 88     -       558.013  (meters)    1830.75   (feet)  ADJUSTED  
 FC0796  ___________________________________________________________________
 FC0796  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC0796  DYNAMIC HT  -         557.495 (meters)    1829.05  (feet)  COMP
 FC0796  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0796
 FC0796  VERT ORDER  -  SECOND    CLASS 0
 FC0796
 FC0796.The horizontal coordinates were scaled from a topographic map and have
 FC0796.an estimated accuracy of +/- 6 seconds.
 FC0796
 FC0796.The orthometric height was determined by differential leveling
 FC0796.and adjusted by the National Geodetic Survey in June 1991..
 FC0796
 FC0796.The geoid height was determined by GEOID03.
 FC0796
 FC0796.The dynamic height is computed by dividing the NAVD 88
 FC0796.geopotential number by the normal gravity value computed on the
 FC0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0796.degrees latitude (g = 980.6199 gals.).
 FC0796
 FC0796.The modeled gravity was interpolated from observed gravity values.
 FC0796
 FC0796;                    North         East    Units  Estimated Accuracy
 FC0796;SPC TN       -   180,310.      694,650.      MT  (+/- 180 meters Scaled)
 FC0796
 FC0796                          SUPERSEDED SURVEY CONTROL
 FC0796
 FC0796  NGVD 29 (??/??/92)  558.090  (m)         1831.00   (f) ADJ UNCH    2 0
 FC0796
 FC0796.Superseded values are not recommended for survey control.
 FC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0796.See file dsdata.txt to determine how the superseded data were derived.
 FC0796
 FC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE848807(NAD 83)
 FC0796_MARKER: DR = REFERENCE MARK DISK
 FC0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0796_STAMPING: DORTON NO 1 1960
 FC0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0796+STABILITY: SURFACE MOTION
 FC0796
 FC0796  HISTORY     - Date     Condition        Report By
 FC0796  HISTORY     - 1960     MONUMENTED       CGS
 FC0796
 FC0796                          STATION DESCRIPTION
 FC0796
 FC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0796'1 MI E FROM DORTON.
 FC0796'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0796'ROAD TO A Y JUNCTION.  THE REFERENCE MARK IS 87.5 FT. SOUTH OF
 FC0796'THE STATION MARK, 88.4 FT. SOUTH OF THE WITNESS SIGN.  THE DISK
 FC0796'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0794 ***********************************************************************
 FC0794  DESIGNATION -  DORTON RM 2
 FC0794  PID         -  FC0794
 FC0794  STATE/COUNTY-  TN/CUMBERLAND
 FC0794  USGS QUAD   -  DORTON (1991)
 FC0794
 FC0794                         *CURRENT SURVEY CONTROL
 FC0794  ___________________________________________________________________
 FC0794* NAD 83(1986)-  35 57 14.     (N)    084 57 03.     (W)     SCALED    
 FC0794* NAVD 88     -       557.531  (meters)    1829.17   (feet)  ADJUSTED  
 FC0794  ___________________________________________________________________
 FC0794  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC0794  DYNAMIC HT  -         557.013 (meters)    1827.47  (feet)  COMP
 FC0794  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0794
 FC0794  VERT ORDER  -  SECOND    CLASS 0
 FC0794
 FC0794.The horizontal coordinates were scaled from a topographic map and have
 FC0794.an estimated accuracy of +/- 6 seconds.
 FC0794
 FC0794.The orthometric height was determined by differential leveling
 FC0794.and adjusted by the National Geodetic Survey in June 1991..
 FC0794
 FC0794.The geoid height was determined by GEOID03.
 FC0794
 FC0794.The dynamic height is computed by dividing the NAVD 88
 FC0794.geopotential number by the normal gravity value computed on the
 FC0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0794.degrees latitude (g = 980.6199 gals.).
 FC0794
 FC0794.The modeled gravity was interpolated from observed gravity values.
 FC0794
 FC0794;                    North         East    Units  Estimated Accuracy
 FC0794;SPC TN       -   180,310.      694,650.      MT  (+/- 180 meters Scaled)
 FC0794
 FC0794                          SUPERSEDED SURVEY CONTROL
 FC0794
 FC0794  NGVD 29 (??/??/92)  557.608  (m)         1829.42   (f) ADJ UNCH    2 0
 FC0794
 FC0794.Superseded values are not recommended for survey control.
 FC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0794.See file dsdata.txt to determine how the superseded data were derived.
 FC0794
 FC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE848807(NAD 83)
 FC0794_MARKER: DR = REFERENCE MARK DISK
 FC0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0794_STAMPING: DORTON NO 2 1960
 FC0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0794+STABILITY: SURFACE MOTION
 FC0794
 FC0794  HISTORY     - Date     Condition        Report By
 FC0794  HISTORY     - 1960     MONUMENTED       CGS
 FC0794  HISTORY     - 1967     GOOD             NGS
 FC0794
 FC0794                          STATION DESCRIPTION
 FC0794
 FC0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0794'1 MI E FROM DORTON.
 FC0794'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0794'ROAD TO A Y JUNCTION.  THE REFERENCE MARK IS 89 FT. SOUTHWEST
 FC0794'OF THE STATION MARK AND 91.2 FT. SOUTHWEST OF A WITNESS SIGN.  THE
 FC0794'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FC0794
 FC0794                          STATION RECOVERY (1967)
 FC0794
 FC0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0317 ***********************************************************************
 FC0317  DESIGNATION -  DOT
 FC0317  PID         -  FC0317
 FC0317  STATE/COUNTY-  TN/ROANE
 FC0317  USGS QUAD   -  ELVERTON (1990)
 FC0317
 FC0317                         *CURRENT SURVEY CONTROL
 FC0317  ___________________________________________________________________
 FC0317* NAD 83(1995)-  35 58 11.74907(N)    084 28 01.41686(W)     ADJUSTED  
 FC0317* NAVD 88     -       241.516  (meters)     792.37   (feet)  ADJUSTED  
 FC0317  ___________________________________________________________________
 FC0317  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 FC0317  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0317  DYNAMIC HT  -         241.296 (meters)     791.65  (feet)  COMP
 FC0317  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FC0317
 FC0317  HORZ ORDER  -  SECOND
 FC0317  VERT ORDER  -  FIRST     CLASS I
 FC0317
 FC0317.The horizontal coordinates were established by classical geodetic methods
 FC0317.and adjusted by the National Geodetic Survey in April 1999..
 FC0317
 FC0317.The orthometric height was determined by differential leveling
 FC0317.and adjusted by the National Geodetic Survey in June 1991..
 FC0317
 FC0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0317
 FC0317.The geoid height was determined by GEOID03.
 FC0317
 FC0317.The dynamic height is computed by dividing the NAVD 88
 FC0317.geopotential number by the normal gravity value computed on the
 FC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0317.degrees latitude (g = 980.6199 gals.).
 FC0317
 FC0317.The modeled gravity was interpolated from observed gravity values.
 FC0317
 FC0317;                    North         East     Units Scale Factor Converg.
 FC0317;SPC TN       -   182,661.903   738,255.553   MT  0.99995120   +0 53 50.8
 FC0317;SPC TN       -   599,283.26  2,422,093.43   sFT  0.99995120   +0 53 50.8
 FC0317;UTM  16      - 3,983,579.719   728,397.734   MT  1.00024283   +1 29 18.2
 FC0317
 FC0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0317!SPC TN       -   0.99996683  x   0.99995120  =   0.99991803
 FC0317!UTM  16      -   0.99996683  x   1.00024283  =   1.00020965
 FC0317
 FC0317|---------------------------------------------------------------------|
 FC0317| PID    Reference Object                     Distance      Geod. Az  |
 FC0317|                                                           dddmmss.s |
 FC0317| FC0316 DOT RM 2                             18.799 METERS 19520     |
 FC0317| FC0318 DOT RM 1                             11.336 METERS 26458     |
 FC0317| FC0319 DOT AZ MK                                          2703457.0 |
 FC0317|---------------------------------------------------------------------|
 FC0317
 FC0317                          SUPERSEDED SURVEY CONTROL
 FC0317
 FC0317  NAD 83(1995)-  35 58 11.75731(N)    084 28 01.41639(W) AD(       ) 2
 FC0317  NAD 83(1986)-  35 58 11.76263(N)    084 28 01.41448(W) AD(       ) 2
 FC0317  NAD 27      -  35 58 11.48452(N)    084 28 01.66490(W) AD(       ) 2
 FC0317  NGVD 29 (??/??/92)  241.638  (m)          792.77   (f) ADJ UNCH    1 1
 FC0317
 FC0317.Superseded values are not recommended for survey control.
 FC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0317.See file dsdata.txt to determine how the superseded data were derived.
 FC0317
 FC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2839883580(NAD 83)
 FC0317_MARKER: DS = TRIANGULATION STATION DISK
 FC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0317_STAMPING: DOT 1964
 FC0317_MARK LOGO: TNHD  
 FC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0317+STABILITY: SURFACE MOTION
 FC0317
 FC0317  HISTORY     - Date     Condition        Report By
 FC0317  HISTORY     - 1965     MONUMENTED       TNHD
 FC0317  HISTORY     - 1967     GOOD             CGS
 FC0317  HISTORY     - 1967     GOOD             NGS
 FC0317
 FC0317                          STATION DESCRIPTION
 FC0317
 FC0317'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0317'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OLIVER SPRINGS AND
 FC0317'ABOUT 5 MILES NORTHEAST OF HARRIMAN.
 FC0317'
 FC0317'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 FC0317'STATE ROUTE 62 IN OLIVER SPRINGS, GO SOUTHWESTERLY ON STATE ROUTE
 FC0317'61 FOR 9.8 MILES TO THE STATION ON THE RIGHT.
 FC0317'
 FC0317'THE STATION IS 28 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FC0317'61 AND 3.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE SURFACE
 FC0317'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FC0317'AND THE DISKS ARE STAMPED DOT 1964.  THE UNDERGROUND MARK IS ABOUT
 FC0317'30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 FC0317'SQUARE, FLUSH, CONCRETE MONUMENT.
 FC0317'
 FC0317'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0317'STATE ROUTE 61.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FC0317'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0317'STAMPED DOT RM-1 1964.
 FC0317'
 FC0317'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC0317'STATE ROUTE 61 AND 16 FEET EAST OF POWER POLE NO.  414, TO WHICH A
 FC0317'WITNESS SIGN IS FASTENED.  IT IS A STANDARD TENNESSEE HIGHWAY
 FC0317'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FC0317'AND THE DISK IS STAMPED DOT RM-2 1964.
 FC0317'
 FC0317'THE AZIMUTH MARK IS 9 FT N OF THE N RAIL OF THE SOUTHERN RAILROAD AND
 FC0317'8 FEET BELOW THE LEVEL OF THE RAILS.  IT IS A STANDARD
 FC0317'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 FC0317'THE TOP OF THE WEST PIER OF THE SOUTHERN RAILROAD BRIDGE
 FC0317'SPANNING THE LITTLE EMORY RIVER.  THE DISK IS STAMPED DOT AZI 1964.
 FC0317'
 FC0317'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 FC0317'ON STATE ROUTE 61 FOR 0.4 MILE WEST TO A CONCRETE BRIDGE SPANNING
 FC0317'LITTLE EMORY RIVER AND THE SOUTHERN RAILROAD BRIDGE ADJACENT TO STATE
 FC0317'ROUTE 61, AND THE AZIMUTH MARK.
 FC0317'
 FC0317'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC0317
 FC0317                          STATION RECOVERY (1967)
 FC0317
 FC0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 FC0317'THE STATION, RM 1 AND AZIMUTH MARK WERE ALL RECOVERED AND IN GOOD
 FC0317'CONDITION.
 FC0317'
 FC0317'THE STATION IS LOCATED ABOUT 5.6 MILES NORTHEAST ALONG THE SOUTHERN
 FC0317'RAILWAY FROM THE STATION AT HARRIMAN, ABOUT 0.5 MILE EAST OF MILEPOST
 FC0317'45, ABOUT 0.35 MILE EAST OF STATE HIGHWAY 61 BRIDGE OVER LITTLE EMORY
 FC0317'RIVER, ABOUT 35 YARDS NORTH AND ACROSS STATE HIGHWAY 61 FROM THE
 FC0317'TRACK, AT THE INSIDE AND AT THE WEST END OF A CURVE, ON THE SOUTH
 FC0317'SLOPE OF A 6-FOOT HIGH BANK, 28 FEET NORTH OF THE CENTER LINE OF
 FC0317'THE HIGHWAY, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 FC0317'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0317'POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 FC0317'
 FC0317'REFERENCE MARK NO. 1 IS 37.2 FEET WEST OF THE STATION, 50 FEET NORTH
 FC0317'AND ACROSS STATE HIGHWAY 61 FROM POWER POLE 414, 26 FEET NORTH OF
 FC0317'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0317'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FC0317'SURFACE OF THE GROUND.
 FC0317'
 FC0317'REFERENCE MARK NO. 2 IS BELIEVED DESTROYED.  AT THE DESCRIBED
 FC0317'LOCATION A CONCRETE POST WAS FOUND WITH THE SHANK OF A DISK.
 FC0317'
 FC0317'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0317'FROM THE STATION MARK, ABOUT 0.15 MILE EAST OF MILEPOST 45, SET
 FC0317'IN THE TOP OF THE NORTH END OF THE WEST PIER UNDER A RAILWAY BRIDGE
 FC0317'OVER LITTLE EMORY RIVER, 9 FEET NORTH OF THE NORTH RAIL, 3 FEET
 FC0317'SOUTHEAST OF THE NORTHWEST CORNER OF THE PIER AND ABOUT 8 FEET
 FC0317'BELOW THE LEVEL OF THE TRACK.
 FC0317
 FC0317                          STATION RECOVERY (1967)
 FC0317
 FC0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0317'5.6 MI NE FROM HARRIMAN.
 FC0317'ABOUT 5.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0317'STATION AT HARRIMAN, ABOUT 0.5 MILE EAST OF MILEPOST 45, ABOUT
 FC0317'0.35 MILE EAST OF STATE HIGHWAY 61 BRIDGE OVER LITTLE EMORY
 FC0317'RIVER, ABOUT 35 YARDS NORTH AND ACROSS STATE HIGHWAY 61 FROM
 FC0317'THE TRACK, AT THE INSIDE AND AT THE WEST END OF A CURVE, ON THE
 FC0317'SOUTH SLOPE OF A 6-FOOT HIGH BANK, 28 FEET NORTH OF THE CENTER
 FC0317'LINE OF THE HIGHWAY, 1.5 FEET WEST OF A METAL WITNESS POST,
 FC0317'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 FC0317'OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0319 ***********************************************************************
 FC0319  DESIGNATION -  DOT AZ MK
 FC0319  PID         -  FC0319
 FC0319  STATE/COUNTY-  TN/ROANE
 FC0319  USGS QUAD   -  ELVERTON (1990)
 FC0319
 FC0319                         *CURRENT SURVEY CONTROL
 FC0319  ___________________________________________________________________
 FC0319* NAD 83(1986)-  35 58 11.     (N)    084 28 27.     (W)     SCALED    
 FC0319* NAVD 88     -       228.418  (meters)     749.40   (feet)  ADJUSTED  
 FC0319  ___________________________________________________________________
 FC0319  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0319  DYNAMIC HT  -         228.210 (meters)     748.72  (feet)  COMP
 FC0319  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FC0319
 FC0319  VERT ORDER  -  FIRST     CLASS I
 FC0319
 FC0319.The horizontal coordinates were scaled from a topographic map and have
 FC0319.an estimated accuracy of +/- 6 seconds.
 FC0319
 FC0319.The orthometric height was determined by differential leveling
 FC0319.and adjusted by the National Geodetic Survey in June 1991..
 FC0319
 FC0319.The geoid height was determined by GEOID03.
 FC0319
 FC0319.The dynamic height is computed by dividing the NAVD 88
 FC0319.geopotential number by the normal gravity value computed on the
 FC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0319.degrees latitude (g = 980.6199 gals.).
 FC0319
 FC0319.The modeled gravity was interpolated from observed gravity values.
 FC0319
 FC0319;                    North         East    Units  Estimated Accuracy
 FC0319;SPC TN       -   182,630.      737,620.      MT  (+/- 180 meters Scaled)
 FC0319
 FC0319                          SUPERSEDED SURVEY CONTROL
 FC0319
 FC0319  NGVD 29 (??/??/92)  228.539  (m)          749.80   (f) ADJ UNCH    1 1
 FC0319
 FC0319.Superseded values are not recommended for survey control.
 FC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0319.See file dsdata.txt to determine how the superseded data were derived.
 FC0319
 FC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277835(NAD 83)
 FC0319_MARKER: DZ = AZIMUTH MARK DISK
 FC0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0319_SP_SET: BRIDGE PIER
 FC0319_STAMPING: DOT AZ 1964
 FC0319_MARK LOGO: TNHD  
 FC0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0319
 FC0319  HISTORY     - Date     Condition        Report By
 FC0319  HISTORY     - 1964     MONUMENTED       TNHD
 FC0319  HISTORY     - 1967     GOOD             NGS
 FC0319
 FC0319                          STATION DESCRIPTION
 FC0319
 FC0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0319'5.2 MI NE FROM HARRIMAN.
 FC0319'ABOUT 5.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0319'STATION AT HARRIMAN, ABOUT 0.15 MILE EAST OF MILEPOST 45, SET
 FC0319'IN THE TOP OF THE NORTH END OF THE WEST PIER UNDER A RAILWAY
 FC0319'BRIDGE OVER LITTLE EMORY RIVER, 9 FEET NORTH OF THE NORTH RAIL,
 FC0319'3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE PIER AND ABOUT
 FC0319'8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0318 ***********************************************************************
 FC0318  DESIGNATION -  DOT RM 1
 FC0318  PID         -  FC0318
 FC0318  STATE/COUNTY-  TN/ROANE
 FC0318  USGS QUAD   -  ELVERTON (1990)
 FC0318
 FC0318                         *CURRENT SURVEY CONTROL
 FC0318  ___________________________________________________________________
 FC0318* NAD 83(1986)-  35 58 10.     (N)    084 28 02.     (W)     SCALED    
 FC0318* NAVD 88     -       240.788  (meters)     789.99   (feet)  ADJUSTED  
 FC0318  ___________________________________________________________________
 FC0318  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0318  DYNAMIC HT  -         240.569 (meters)     789.27  (feet)  COMP
 FC0318  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FC0318
 FC0318  VERT ORDER  -  FIRST     CLASS I
 FC0318
 FC0318.The horizontal coordinates were scaled from a topographic map and have
 FC0318.an estimated accuracy of +/- 6 seconds.
 FC0318
 FC0318.The orthometric height was determined by differential leveling
 FC0318.and adjusted by the National Geodetic Survey in June 1991..
 FC0318
 FC0318.The geoid height was determined by GEOID03.
 FC0318
 FC0318.The dynamic height is computed by dividing the NAVD 88
 FC0318.geopotential number by the normal gravity value computed on the
 FC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0318.degrees latitude (g = 980.6199 gals.).
 FC0318
 FC0318.The modeled gravity was interpolated from observed gravity values.
 FC0318
 FC0318;                    North         East    Units  Estimated Accuracy
 FC0318;SPC TN       -   182,610.      738,240.      MT  (+/- 180 meters Scaled)
 FC0318
 FC0318                          SUPERSEDED SURVEY CONTROL
 FC0318
 FC0318  NGVD 29 (??/??/92)  240.911  (m)          790.39   (f) ADJ UNCH    1 1
 FC0318
 FC0318.Superseded values are not recommended for survey control.
 FC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0318.See file dsdata.txt to determine how the superseded data were derived.
 FC0318
 FC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE283835(NAD 83)
 FC0318_MARKER: DR = REFERENCE MARK DISK
 FC0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0318_STAMPING: DOT RM 1 1964
 FC0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0318+STABILITY: SURFACE MOTION
 FC0318
 FC0318  HISTORY     - Date     Condition        Report By
 FC0318  HISTORY     - 1964     MONUMENTED       TNHD
 FC0318  HISTORY     - 1967     GOOD             NGS
 FC0318
 FC0318                          STATION DESCRIPTION
 FC0318
 FC0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0318'5.6 MI NE FROM HARRIMAN.
 FC0318'ABOUT 5.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0318'STATION AT HARRIMAN, ABOUT 0.5 MILE EAST OF MILEPOST 45, ABOUT
 FC0318'0.35 MILE EAST OF THE STATE HIGHWAY 61 BRIDGE OVER LITTLE
 FC0318'EMORY RIVER, 50 FEET NORTH AND ACROSS STATE HIGHWAY 61 FROM POWER
 FC0318'POLE 414, 37.2 FEET WEST OF THE STATION MARK DESCRIBED, 26 FEET
 FC0318'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE
 FC0318'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0318'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0934 ***********************************************************************
 FC0934  DESIGNATION -  DOTSON
 FC0934  PID         -  FC0934
 FC0934  STATE/COUNTY-  TN/MCMINN
 FC0934  USGS QUAD   -  NIOTA (1990)
 FC0934
 FC0934                         *CURRENT SURVEY CONTROL
 FC0934  ___________________________________________________________________
 FC0934* NAD 83(1995)-  35 33 26.33506(N)    084 33 36.46526(W)     ADJUSTED  
 FC0934* NAVD 88     -       294.611  (meters)     966.57   (feet)  ADJUSTED  
 FC0934  ___________________________________________________________________
 FC0934  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FC0934  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0934  DYNAMIC HT  -         294.321 (meters)     965.62  (feet)  COMP
 FC0934  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FC0934
 FC0934  HORZ ORDER  -  SECOND
 FC0934  VERT ORDER  -  SECOND    CLASS 0
 FC0934
 FC0934.The horizontal coordinates were established by classical geodetic methods
 FC0934.and adjusted by the National Geodetic Survey in April 1999..
 FC0934
 FC0934.The orthometric height was determined by differential leveling
 FC0934.and adjusted by the National Geodetic Survey in June 1991..
 FC0934
 FC0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0934
 FC0934.The geoid height was determined by GEOID03.
 FC0934
 FC0934.The dynamic height is computed by dividing the NAVD 88
 FC0934.geopotential number by the normal gravity value computed on the
 FC0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0934.degrees latitude (g = 980.6199 gals.).
 FC0934
 FC0934.The modeled gravity was interpolated from observed gravity values.
 FC0934
 FC0934;                    North         East     Units Scale Factor Converg.
 FC0934;SPC TN       -   136,760.058   730,535.801   MT  0.99996000   +0 50 34.6
 FC0934;SPC TN       -   448,686.96  2,396,766.21   sFT  0.99996000   +0 50 34.6
 FC0934;UTM  16      - 3,937,589.147   721,143.960   MT  1.00020269   +1 25 09.8
 FC0934
 FC0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0934!SPC TN       -   0.99995853  x   0.99996000  =   0.99991853
 FC0934!UTM  16      -   0.99995853  x   1.00020269  =   1.00016121
 FC0934
 FC0934|---------------------------------------------------------------------|
 FC0934| PID    Reference Object                     Distance      Geod. Az  |
 FC0934|                                                           dddmmss.s |
 FC0934| FC0933 DOTSON RM 1                          24.749 METERS 10018     |
 FC0934| FC0936 DOTSON AZ MK                                       2684129.2 |
 FC0934| FC0935 DOTSON RM 2                          23.956 METERS 35001     |
 FC0934|---------------------------------------------------------------------|
 FC0934
 FC0934                          SUPERSEDED SURVEY CONTROL
 FC0934
 FC0934  NAD 83(1995)-  35 33 26.34009(N)    084 33 36.46546(W) AD(       ) 2
 FC0934  NAD 83(1986)-  35 33 26.34480(N)    084 33 36.46362(W) AD(       ) 2
 FC0934  NAD 27      -  35 33 26.08000(N)    084 33 36.70820(W) AD(       ) 2
 FC0934  NGVD 29 (??/??/92)  294.683  (m)          966.81   (f) ADJ UNCH    2 0
 FC0934
 FC0934.Superseded values are not recommended for survey control.
 FC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0934.See file dsdata.txt to determine how the superseded data were derived.
 FC0934
 FC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2114437589(NAD 83)
 FC0934_MARKER: DE = TRAVERSE STATION DISK
 FC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0934_STAMPING: DOTSON 1961
 FC0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0934+STABILITY: SURFACE MOTION
 FC0934
 FC0934  HISTORY     - Date     Condition        Report By
 FC0934  HISTORY     - 1961     MONUMENTED       CGS
 FC0934  HISTORY     - 1961     GOOD             CGS
 FC0934  HISTORY     - 1980     GOOD             NGS
 FC0934
 FC0934                          STATION DESCRIPTION
 FC0934
 FC0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0934'THE STATION IS LOCATED ON THE PROPERTY OF MR. DOTSON, ABOUT 8 MILES
 FC0934'NORTHEAST OF ATHENS AND 3 MILES NORTH OF NIOTA.
 FC0934'
 FC0934'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN
 FC0934'NIOTA, GO WEST ON A HARD SURFACE ROAD FOR 0.45 MILE TO A
 FC0934'FORK, KEEP RIGHT AND GO 2.7 MILES TO THE UNION MCMINN BAPTIST CHURCH
 FC0934'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A
 FC0934'CROSSROAD AND THE AZIMUTH MARK, TURN RIGHT AND GO 0.2 MILE TO MR.
 FC0934'DOTSONS RESIDENCE ON THE LEFT AND THE STATION.
 FC0934'
 FC0934'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DOTSON 1961,
 FC0934'SET IN A SQUARE FLUSH CONCRETE MONUMENT. IT IS 61 FEET
 FC0934'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. DOTSONS RESIDENCE, 35 FEET
 FC0934'NORTH OF THE CENTER OF A GRAVELED ROAD, 14.8 FEET NORTH OF
 FC0934'A WITNESS SIGN AND WOVEN WIRE FENCE AND 13 FEET EAST OF A WOVEN WIRE
 FC0934'FENCE.
 FC0934'
 FC0934'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DOTSON NO 1 1961,
 FC0934'SET IN A SQUARE FLUSH CONCRETE MONUMENT. IT IS 21 FEET NORTH OF
 FC0934'THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF AN EAST-WEST WOVEN
 FC0934'WIRE FENCE AND ABOUT 1 FOOT BELOW THE STATION ELEVATION.
 FC0934'
 FC0934'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DOTSON NO 2 1961,
 FC0934'SET IN A SQUARE FLUSH CONCRETE MONUMENT. IT IS 41 FEET EAST OF
 FC0934'THE NORTHEAST CORNER OF HOUSE, 18 FEET SOUTH OF A T-FENCE CORNER AND
 FC0934'1 FOOT EAST OF A NORTH-SOUTH WOVEN WIRE FENCE.
 FC0934'
 FC0934'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOTSON 1961, SET IN A
 FC0934'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS
 FC0934'56 FEET NORTHEAST OF THE CENTER OF CROSSROAD INTERSECTION, 25 FEET
 FC0934'EAST OF AN OILED ROAD, 25 FEET NORTH OF A GRAVELED ROAD, 3.2
 FC0934'FEET NORTHEAST OF A FENCE CORNER POST, AND 2.1 FEET EAST OF A WITNESS
 FC0934'POST AND SIGN.
 FC0934'
 FC0934'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FC0934
 FC0934                          STATION RECOVERY (1961)
 FC0934
 FC0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0934'3.7 MI NW FROM NIOTA.
 FC0934'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0934'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.7
 FC0934'MILES NORTHWEST TO THE UNION MC MINN BAPTIST CHURCH ON THE RIGHT,
 FC0934'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROAD, THEN TURN
 FC0934'RIGHT AND GO 0.2 MILE EAST ON A GRAVELED ROAD TO MR. DOTSONS RESIDENCE
 FC0934'ON THE LEFT AND THE STATION.  THE STATION MARK IS 61 FT. SOUTHEAST
 FC0934'OF THE SOUTHEAST CORNER OF MR. DOTSONS HOUSE, 35 FT. NORTH OF THE
 FC0934'CENTER OF THE GRAVELED ROAD, 14.8 FT. NORTH OF A METAL WITNESS POST
 FC0934'AND WOVEN WIRE FENCE, AND 13 FT. EAST OF A WOVEN WIRE FENCE.  THE
 FC0934'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FC0934'ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FC0934
 FC0934                          STATION RECOVERY (1980)
 FC0934
 FC0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC0934'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 FC0934'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED
 FC0934'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 FC0934'OBSTRUCTED BY FOLIAGE IN YARD.  THE DISTANCE TO REFERENCE MARK 2
 FC0934'CHECKED.  REFERENCE MARK 3 WAS SGT.  A NEW DESCRIPTION FOLLOWS.
 FC0934'
 FC0934'TO REACH THE STATION FROM THE UNION MCMINN BAPTIST CHURCH, ABOUT 0.2
 FC0934'MILE NORTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND NIOTA
 FC0934'ROAD, GO NORTHERLY ON PAVED ROAD FOR 0.35 MILE TO A CROSSROAD AND THE
 FC0934'AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR
 FC0934'0.2 MILE TO THE STATION ON THE LEFT.
 FC0934'
 FC0934'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF NIOTA, 13 FEET EAST OF
 FC0934'A WOVEN WIRE FENCE, 19 FEET NORTHEAST OF A FENCE CORNER, METAL WITNESS
 FC0934'POST AND A TELEPHONE POLE, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD
 FC0934'AND 51 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE.  THE
 FC0934'MONUMENT IS FLUSH AND THE DISK IS STAMPED---DOTSON 1961---.
 FC0934'
 FC0934'REFERENCE MARK 2 IS 2 FEET EAST OF THE FENCE, 20 FEET WEST OF THE
 FC0934'NORTHWEST CORNER OF THE HOUSE AND 32 FEET NORTHWEST OF THE SOUTHWEST
 FC0934'CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FC0934'STAMPED---DOTSON NO 1 1961---.
 FC0934'
 FC0934'REFERENCE MARK 2 IS A STANDARD PRE CAST ALUMINUM MONUMENT,
 FC0934'STAMPED---DOTSON 1961 NO 3 1980, PROJECTING 2 INCHES, 3 FEET SOUTHEAST
 FC0934'OF THE FENCE CORNER, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6
 FC0934'INCHES SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 FC0934'TELEPHONE POLE.
 FC0934'
 FC0934'THE AZIMUTH MARK IS SET IN A SQUARE CONCRETE POST, STAMPED---DOTSON
 FC0934'1961---PROJECTING 2 INCHES, 25 FEET EAST OF CENTERLINE OF PAVED
 FC0934'ROAD, 25 FEET NORTH OF PAVED ROAD, 3 FEET NORTHEAST OF A FENCE CORNER
 FC0934'AND 2 FEET EAST OF A METAL WITNESS POST.
 FC0934'
 FC0934'THE STATION IS ON THE PROPERTY OF NELLIE WILLIS, ROUTE NO. 2, NIOTA,
 FC0934'TENNESSEE 37826.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0936 ***********************************************************************
 FC0936  DESIGNATION -  DOTSON AZ MK
 FC0936  PID         -  FC0936
 FC0936  STATE/COUNTY-  TN/MCMINN
 FC0936  USGS QUAD   -  NIOTA (1990)
 FC0936
 FC0936                         *CURRENT SURVEY CONTROL
 FC0936  ___________________________________________________________________
 FC0936* NAD 83(1986)-  35 33 26.     (N)    084 33 49.     (W)     SCALED    
 FC0936* NAVD 88     -       296.993  (meters)     974.38   (feet)  ADJUSTED  
 FC0936  ___________________________________________________________________
 FC0936  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0936  DYNAMIC HT  -         296.702 (meters)     973.43  (feet)  COMP
 FC0936  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC0936
 FC0936  VERT ORDER  -  SECOND    CLASS 0
 FC0936
 FC0936.The horizontal coordinates were scaled from a topographic map and have
 FC0936.an estimated accuracy of +/- 6 seconds.
 FC0936
 FC0936.The orthometric height was determined by differential leveling
 FC0936.and adjusted by the National Geodetic Survey in June 1991..
 FC0936
 FC0936.The geoid height was determined by GEOID03.
 FC0936
 FC0936.The dynamic height is computed by dividing the NAVD 88
 FC0936.geopotential number by the normal gravity value computed on the
 FC0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0936.degrees latitude (g = 980.6199 gals.).
 FC0936
 FC0936.The modeled gravity was interpolated from observed gravity values.
 FC0936
 FC0936;                    North         East    Units  Estimated Accuracy
 FC0936;SPC TN       -   136,750.      730,220.      MT  (+/- 180 meters Scaled)
 FC0936
 FC0936                          SUPERSEDED SURVEY CONTROL
 FC0936
 FC0936  NGVD 29 (??/??/92)  297.066  (m)          974.62   (f) ADJ UNCH    2 0
 FC0936
 FC0936.Superseded values are not recommended for survey control.
 FC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0936.See file dsdata.txt to determine how the superseded data were derived.
 FC0936
 FC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE208375(NAD 83)
 FC0936_MARKER: DZ = AZIMUTH MARK DISK
 FC0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0936_STAMPING: DOTSON 1961
 FC0936_MARK LOGO: CGS   
 FC0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0936+STABILITY: SURFACE MOTION
 FC0936
 FC0936  HISTORY     - Date     Condition        Report By
 FC0936  HISTORY     - 1961     MONUMENTED       CGS
 FC0936
 FC0936                          STATION DESCRIPTION
 FC0936
 FC0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0936'3.5 MI NW FROM NIOTA.
 FC0936'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0936'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.7
 FC0936'MILES NORTHWEST TO THE UNION MC MINN BAPTIST CHURCH ON THE RIGHT,
 FC0936'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROAD AND THE
 FC0936'AZIMUTH.  THE AZIMUTH MARK IS 56 FT. NORTHEAST OF THE CENTER OF
 FC0936'THE CROSSROAD INTERSECTION, 25 FT. EAST OF THE CENTER OF AN
 FC0936'OILED ROAD, 25 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 3.2
 FC0936'FT. NORTHEAST OF A FENCE CORNER POST, AND 2.1 FT. EAST OF A
 FC0936'WITNESS POST AND SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0936'POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL
 FC0936'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0933 ***********************************************************************
 FC0933  DESIGNATION -  DOTSON RM 1
 FC0933  PID         -  FC0933
 FC0933  STATE/COUNTY-  TN/MCMINN
 FC0933  USGS QUAD   -  NIOTA (1990)
 FC0933
 FC0933                         *CURRENT SURVEY CONTROL
 FC0933  ___________________________________________________________________
 FC0933* NAD 83(1986)-  35 33 26.     (N)    084 33 36.     (W)     SCALED    
 FC0933* NAVD 88     -       293.825  (meters)     963.99   (feet)  ADJUSTED  
 FC0933  ___________________________________________________________________
 FC0933  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0933  DYNAMIC HT  -         293.537 (meters)     963.05  (feet)  COMP
 FC0933  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FC0933
 FC0933  VERT ORDER  -  SECOND    CLASS 0
 FC0933
 FC0933.The horizontal coordinates were scaled from a topographic map and have
 FC0933.an estimated accuracy of +/- 6 seconds.
 FC0933
 FC0933.The orthometric height was determined by differential leveling
 FC0933.and adjusted by the National Geodetic Survey in June 1991..
 FC0933
 FC0933.The geoid height was determined by GEOID03.
 FC0933
 FC0933.The dynamic height is computed by dividing the NAVD 88
 FC0933.geopotential number by the normal gravity value computed on the
 FC0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0933.degrees latitude (g = 980.6199 gals.).
 FC0933
 FC0933.The modeled gravity was interpolated from observed gravity values.
 FC0933
 FC0933;                    North         East    Units  Estimated Accuracy
 FC0933;SPC TN       -   136,750.      730,550.      MT  (+/- 180 meters Scaled)
 FC0933
 FC0933                          SUPERSEDED SURVEY CONTROL
 FC0933
 FC0933  NGVD 29 (??/??/92)  293.898  (m)          964.23   (f) ADJ UNCH    2 0
 FC0933
 FC0933.Superseded values are not recommended for survey control.
 FC0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0933.See file dsdata.txt to determine how the superseded data were derived.
 FC0933
 FC0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE211375(NAD 83)
 FC0933_MARKER: DR = REFERENCE MARK DISK
 FC0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0933_STAMPING: DOTSON NO 1 1961
 FC0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0933+STABILITY: SURFACE MOTION
 FC0933
 FC0933  HISTORY     - Date     Condition        Report By
 FC0933  HISTORY     - 1961     MONUMENTED       CGS
 FC0933
 FC0933                          STATION DESCRIPTION
 FC0933
 FC0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0933'3.7 MI NW FROM NIOTA.
 FC0933'THIS MARK IS LOCATED AT THE DOTSON 1961 STATION SITE, 81.2 FT.
 FC0933'EAST OF THE STATION MARK, 21 FT. NORTH OF THE CENTER OF A GRAVELED
 FC0933'ROAD, AND 1 FT. NORTH OF AN EAST-WEST WOVEN WORE FENCE.  THE DISK
 FC0933'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0935 ***********************************************************************
 FC0935  DESIGNATION -  DOTSON RM 2
 FC0935  PID         -  FC0935
 FC0935  STATE/COUNTY-  TN/MCMINN
 FC0935  USGS QUAD   -  NIOTA (1990)
 FC0935
 FC0935                         *CURRENT SURVEY CONTROL
 FC0935  ___________________________________________________________________
 FC0935* NAD 83(1986)-  35 33 26.     (N)    084 33 36.     (W)     SCALED    
 FC0935* NAVD 88     -       294.510  (meters)     966.24   (feet)  ADJUSTED  
 FC0935  ___________________________________________________________________
 FC0935  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0935  DYNAMIC HT  -         294.221 (meters)     965.29  (feet)  COMP
 FC0935  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FC0935
 FC0935  VERT ORDER  -  SECOND    CLASS 0
 FC0935
 FC0935.The horizontal coordinates were scaled from a topographic map and have
 FC0935.an estimated accuracy of +/- 6 seconds.
 FC0935
 FC0935.The orthometric height was determined by differential leveling
 FC0935.and adjusted by the National Geodetic Survey in June 1991..
 FC0935
 FC0935.The geoid height was determined by GEOID03.
 FC0935
 FC0935.The dynamic height is computed by dividing the NAVD 88
 FC0935.geopotential number by the normal gravity value computed on the
 FC0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0935.degrees latitude (g = 980.6199 gals.).
 FC0935
 FC0935.The modeled gravity was interpolated from observed gravity values.
 FC0935
 FC0935;                    North         East    Units  Estimated Accuracy
 FC0935;SPC TN       -   136,750.      730,550.      MT  (+/- 180 meters Scaled)
 FC0935
 FC0935                          SUPERSEDED SURVEY CONTROL
 FC0935
 FC0935  NGVD 29 (??/??/92)  294.583  (m)          966.48   (f) ADJ UNCH    2 0
 FC0935
 FC0935.Superseded values are not recommended for survey control.
 FC0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0935.See file dsdata.txt to determine how the superseded data were derived.
 FC0935
 FC0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE211375(NAD 83)
 FC0935_MARKER: DR = REFERENCE MARK DISK
 FC0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0935_STAMPING: DOTSON NO 2 1961
 FC0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0935+STABILITY: SURFACE MOTION
 FC0935
 FC0935  HISTORY     - Date     Condition        Report By
 FC0935  HISTORY     - 1961     MONUMENTED       CGS
 FC0935
 FC0935                          STATION DESCRIPTION
 FC0935
 FC0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0935'3.7 MI NW FROM NIOTA.
 FC0935'THIS MARK IS LOCATED AT THE DOTSON 1961 STATION SITE, 78.6 FT.
 FC0935'NORTH OF THE STATION MARK, 41 FT. EAST OF THE NORTHEAST CORNER
 FC0935'OF A HOUSE, 18 FT. SOUTH OF A T-FENCE CORNER AND 1 FT. EAST OF A
 FC0935'NORTH-SOUTH WOVEN WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0935'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2569 ***********************************************************************
 GC2569  DESIGNATION -  DOTSONVILLE
 GC2569  PID         -  GC2569
 GC2569  STATE/COUNTY-  TN/MONTGOMERY
 GC2569  USGS QUAD   -  PALMYRA (1983)
 GC2569
 GC2569                         *CURRENT SURVEY CONTROL
 GC2569  ___________________________________________________________________
 GC2569* NAD 83(1995)-  36 28 34.27385(N)    087 29 11.96418(W)     ADJUSTED  
 GC2569* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GC2569  ___________________________________________________________________
 GC2569  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GC2569  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2569
 GC2569  HORZ ORDER  -  SECOND
 GC2569
 GC2569.The horizontal coordinates were established by classical geodetic methods
 GC2569.and adjusted by the National Geodetic Survey in April 1999..
 GC2569
 GC2569.The orthometric height was scaled from a topographic map.
 GC2569
 GC2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2569
 GC2569.The geoid height was determined by GEOID03.
 GC2569
 GC2569;                    North         East     Units Scale Factor Converg.
 GC2569;SPC TN       -   238,765.456   466,771.662   MT  1.00001110   -0 52 13.3
 GC2569;SPC TN       -   783,349.67  1,531,400.03   sFT  1.00001110   -0 52 13.3
 GC2569;UTM  16      - 4,036,876.747   456,403.833   MT  0.99962342   -0 17 21.5
 GC2569
 GC2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2569!SPC TN       -   0.99997639  x   1.00001110  =   0.99998749
 GC2569!UTM  16      -   0.99997639  x   0.99962342  =   0.99959982
 GC2569
 GC2569|---------------------------------------------------------------------|
 GC2569| PID    Reference Object                     Distance      Geod. Az  |
 GC2569|                                                           dddmmss.s |
 GC2569| CG5681 DOTSONVILLE RM 1                     25.398 METERS 06245     |
 GC2569| GC2571 PALMYRA                             APPROX. 8.6 KM 1711028.7 |
 GC2569| CG5682 DOTSONVILLE RM 2                     27.554 METERS 30131     |
 GC2569|---------------------------------------------------------------------|
 GC2569
 GC2569                          SUPERSEDED SURVEY CONTROL
 GC2569
 GC2569  NAD 83(1995)-  36 28 34.27466(N)    087 29 11.96655(W) AD(       ) 2
 GC2569  NAD 83(1995)-  36 28 34.27726(N)    087 29 11.96897(W) AD(       ) 2
 GC2569  NAD 83(1986)-  36 28 34.28346(N)    087 29 11.96821(W) AD(       ) 2
 GC2569  NAD 27      -  36 28 34.10300(N)    087 29 11.92700(W) AD(       ) 2
 GC2569
 GC2569.Superseded values are not recommended for survey control.
 GC2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2569.See file dsdata.txt to determine how the superseded data were derived.
 GC2569
 GC2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5640436877(NAD 83)
 GC2569_MARKER: DS = TRIANGULATION STATION DISK
 GC2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2569
 GC2569  HISTORY     - Date     Condition        Report By
 GC2569  HISTORY     - 1953     MONUMENTED       CGS
 GC2569
 GC2569                          STATION DESCRIPTION
 GC2569
 GC2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2569'STATION IS LOCATED ON THE GROUNDS OF THE DOTSONVILLE SCHOOL, WHICH IS
 GC2569'ABOUT 7 MILES SOUTHWEST OF CLARKSVILLE.  IT IS 106 FEET SOUTHEAST
 GC2569'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 90 FEET EAST OF THE
 GC2569'SOUTHEAST CORNER OF THE BUILDING AND 16 FEET SOUTH OF A WHITE
 GC2569'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED DOTSONVILLE
 GC2569'1953.
 GC2569'
 GC2569'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A TWIN OAK TREE AND 8 FEET
 GC2569'WEST OF A 10 INCH OAK TREE.
 GC2569'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DOTSONVILLE
 GC2569'NO. 1 1953.
 GC2569'
 GC2569'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF
 GC2569'THE SCHOOL BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2569'DOTSONVILLE NO. 2 1953.
 GC2569'
 GC2569'NO SUITABLE PLACE WAS AVAILABLE TO SET AN AZIMUTH MARK.
 GC2569'
 GC2569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 A AND 79,
 GC2569'WHICH IS ABOUT 2 MILES NORTHWEST OF CLARKSVILLE, GO WEST ON
 GC2569'HIGHWAY 79 FOR 2.3 MILES TO A PAVED T ROAD LEFT.  TURN LEFT AND GO
 GC2569'SOUTH ON PAVED ROAD FOR 6.6 MILES TO A FORK.  TAKE LEFT FORK AND
 GC2569'GO 0.3 MILE TO SCHOOL DRIVE ON LEFT.  TURN LEFT INTO SCHOOL DRIVE AND
 GC2569'GO 0.1 MILE TO THE BACK OF THE SCHOOL BUILDING AND THE STATION
 GC2569'AS DESCRIBED.
 GC2569'
 GC2569'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2231 ***********************************************************************
 FE2231  DESIGNATION -  DOUGLAS
 FE2231  PID         -  FE2231
 FE2231  STATE/COUNTY-  TN/HENDERSON
 FE2231  USGS QUAD   -  CLARKSBURG (1986)
 FE2231
 FE2231                         *CURRENT SURVEY CONTROL
 FE2231  ___________________________________________________________________
 FE2231* NAD 83(1995)-  35 47 40.86491(N)    088 26 58.42279(W)     ADJUSTED  
 FE2231* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 FE2231  ___________________________________________________________________
 FE2231  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FE2231  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE2231
 FE2231  HORZ ORDER  -  SECOND
 FE2231
 FE2231.The horizontal coordinates were established by classical geodetic methods
 FE2231.and adjusted by the National Geodetic Survey in April 1999..
 FE2231
 FE2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2231
 FE2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2231
 FE2231.The geoid height was determined by GEOID03.
 FE2231
 FE2231;                    North         East     Units Scale Factor Converg.
 FE2231;SPC TN       -   164,906.262   378,601.891   MT  0.99994864   -1 26 02.7
 FE2231;SPC TN       -   541,029.96  1,242,129.70   sFT  0.99994864   -1 26 02.7
 FE2231;UTM  16      - 3,962,145.630   369,012.179   MT  0.99981143   -0 50 52.6
 FE2231
 FE2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2231!SPC TN       -   0.99997532  x   0.99994864  =   0.99992396
 FE2231!UTM  16      -   0.99997532  x   0.99981143  =   0.99978676
 FE2231
 FE2231|---------------------------------------------------------------------|
 FE2231| PID    Reference Object                     Distance      Geod. Az  |
 FE2231|                                                           dddmmss.s |
 FE2231| CG3934 DOUGLAS RM 1                         45.498 METERS 09003     |
 FE2231| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX.15.9 KM 1010358.1 |
 FE2231| CG3933 DOUGLAS AZ MK                                      1020341.4 |
 FE2231| FE0158 PEAR                                APPROX. 3.2 KM 1201900.2 |
 FE2231| FE2297 MT GILEAD LOT WT 14                 APPROX. 8.1 KM 2582943.3 |
 FE2231| CG3935 DOUGLAS RM 2                         44.400 METERS 33728     |
 FE2231|---------------------------------------------------------------------|
 FE2231
 FE2231                          SUPERSEDED SURVEY CONTROL
 FE2231
 FE2231  NAD 83(1995)-  35 47 40.86806(N)    088 26 58.42949(W) AD(       ) 2
 FE2231  NAD 83(1986)-  35 47 40.87571(N)    088 26 58.42366(W) AD(       ) 2
 FE2231  NAD 27      -  35 47 40.63700(N)    088 26 58.24200(W) AD(       ) 2
 FE2231  NGVD 29 (07/19/86)  185.5    (m)          609.     (f) VERT ANG       
 FE2231
 FE2231.Superseded values are not recommended for survey control.
 FE2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2231.See file dsdata.txt to determine how the superseded data were derived.
 FE2231
 FE2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6901262146(NAD 83)
 FE2231_MARKER: DS = TRIANGULATION STATION DISK
 FE2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2231
 FE2231  HISTORY     - Date     Condition        Report By
 FE2231  HISTORY     - 1934     MONUMENTED       CGS
 FE2231  HISTORY     - 1959     GOOD             CGS
 FE2231  HISTORY     - 1972     GOOD             TVA
 FE2231  HISTORY     - 1975     GOOD             NGS
 FE2231
 FE2231                          STATION DESCRIPTION
 FE2231
 FE2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2231'ABOUT 10 MILES NORTH-NORTHWEST OF LEXINGTON. TO REACH FROM PARKERS
 FE2231'CROSSROADS ON STATE ROUTE 22, FOLLOW DIRT ROAD WEST 0.4 MILE TO
 FE2231'FORK, TURN LEFT AND CONTINUE 0.9 MILE, THEN TURN LEFT AND GO 2.8
 FE2231'MILES TO STATION SITE. STATION IS ON SUMMIT OF SMALL RISE, 0.15 MILE
 FE2231'WEST OF ROCK SPRINGS CROSSROAD, 0.15 MILE EAST OF ROCK SPRINGS
 FE2231'CHURCH, IN CENTER OF CULTIVATED FIELD, 150 FEET SOUTHWEST OF CENTER
 FE2231'OF ROAD, AND 100 FEET EAST OF WEST FENCE LINE OF FIELD. SURFACE AND
 FE2231'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2231'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FE2231'IN CONCRETE. NO. 1 IS ON EAST EDGE OF FIELD AND 249.27 FEET
 FE2231'FROM STATION.  NO. 2 IS ON TOP OF
 FE2231'BANK ON SOUTH SIDE OF ROAD AND 145.12 FEET FROM STATION.
 FE2231'AZIMUTH MARK IS 100 FEET NORTHWEST OF HOUSE, 310
 FE2231'YARDS SOUTHEAST ALONG ROAD FROM ROCK SPRINGS CROSSROAD, 20 FEET
 FE2231'NORTHEAST OF CENTER OF ROAD, AND 0.25 MILE FROM STATION.
 FE2231
 FE2231                          STATION RECOVERY (1959)
 FE2231
 FE2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2231'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2231'RECOVERED AND FOUND TO BE IN GOOD CONDITION. A DISCREPANCY
 FE2231'WAS FOUND IN REFERENCE MARK NO. 1. A NEW AND COMPLETE DESCRIPTION IS
 FE2231'AS FOLLOWS.
 FE2231'
 FE2231'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF HUNTINGDON, 150 FEET
 FE2231'SOUTH OF THE CENTER OF A GRAVELED ROAD AND ON THE HIGHEST POINT
 FE2231'100 FEET EAST OF THE WEST EDGE OF A CULTIVATED FIELD. IT IS A
 FE2231'STANDARD DISK SET IN A CONCRETE POST, PROJECTS 6
 FE2231'INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED DOUGLAS 1934.
 FE2231'
 FE2231'TO REACH THE STATION FROM PARKER CROSSROADS, WHICH IS 14 MILES SOUTH
 FE2231'OF HUNTINGDON ON STATE HIGHWAY NO. 22, GO WEST FROM PARKER
 FE2231'CROSSROADS AND PARKER STORE ON A GRAVELED ROAD FOR 0.45 MILE TO A
 FE2231'FORK, KEEP LEFT FORK AND CONTINUE WEST ON GRAVELED ROAD FOR 0.9 MILE
 FE2231'TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD, WEST, FOR 1.7 MILES TO
 FE2231'A FORK, KEEP LEFT FORK FOR 0.2 MILE TO AN ANGLING CROSSROAD,* TURN
 FE2231'RIGHT, WEST, FOR 1.5 MILES TO THE ROCK SPRINGS CHURCH ON THE RIGHT
 FE2231'AND A DIM TRACK ROAD ON THE LEFT, TURN LEFT ON THE DIM TRACK ROAD FOR
 FE2231'0.05 MILE TO THE STATION AS DESCRIBED.
 FE2231'
 FE2231'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF AN OAK TREE AND 81 FEET WEST
 FE2231'SOUTHWEST OF A POWER LINE POLE. IT IS A STANDARD DISK SET IN A
 FE2231'CONCRETE POST, PROJECTS 4 INCHES ABOVE THE SURROUNDING
 FE2231'SURFACE AND IS STAMPED DOUGLAS NO 1 1934.
 FE2231'
 FE2231'REFERENCE MARK NO. 2 IS 73 FEET SOUTH OF THE CENTER OF A GRAVELED
 FE2231'ROAD AND 54 FEET EAST OF THE CENTER OF A DIM TRACK ROAD. IT IS A
 FE2231'STANDARD DISK SET IN A CONCRETE POST, PROJECTS 10 INCHES
 FE2231'ABOVE THE SURROUNDING SURFACE AND IS STAMPED DOUGLAS NO 2 1934.
 FE2231'
 FE2231'THE AZIMUTH MARK IS 105 FEET NORTHWEST OF A HOUSE, 20 FEET NORTHEAST
 FE2231'OF THE CENTER OF A GRAVELED ROAD AND 1.9 FEET SOUTHWEST OF A
 FE2231'WITNESS POST. IT IS A STANDARD REFERENCE MARK DISK SET IN A CONCRETE
 FE2231'POST, PROJECTS 12 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 FE2231'STAMPED DOUGLAS 1934 AZI.
 FE2231'
 FE2231'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, TURN LEFT, EAST, AND
 FE2231'GO 0.2 MILE ON A GRAVELED ROAD TO THE AZIMUTH MARK ON THE LEFT AS
 FE2231'DESCRIBED.
 FE2231
 FE2231                          STATION RECOVERY (1972)
 FE2231
 FE2231'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2231'CONDITION OF POINT WHEN FOUND GOOD.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS 1934.
 FE2231'
 FE2231'ORIGINAL DESCRIPTION IS GOOD.
 FE2231'
 FE2231'TVA POST AND SIGN SET.
 FE2231'
 FE2231'DOUGLAS RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS NO. 1
 FE2231'1934.
 FE2231'
 FE2231'STATION IS NOT 149.27 FROM RM 1 AS ON BULLETIN.  PROBABLY SHOULD BE
 FE2231'249.27 (MEASURED 249.4 ROUGH CHAINING WITH CLOTH TAPE).
 FE2231'
 FE2231'ADD TO DESCRIPTION--
 FE2231'58.1 SOUTH OF AN 8 INCH RED OAK.
 FE2231'17.3 S 80 W OF A 5 INCH SWEETGUM.
 FE2231'80.5 S 55 W OF POWERPOLE.
 FE2231'
 FE2231'DOUGLAS RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS NO. 2
 FE2231'1934.
 FE2231'
 FE2231'ORIGINAL DESCRIPTION IS GOOD.
 FE2231'
 FE2231'DOUGLAS AZ MK-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS AZI
 FE2231'1934.
 FE2231'
 FE2231'DESTROYED.
 FE2231'
 FE2231'LAYING IN DITCH.
 FE2231'
 FE2231'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.5 MILES SW CLARKSBURG.
 FE2231
 FE2231                          STATION RECOVERY (1975)
 FE2231
 FE2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE2231'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FE2231'AZIMUTH MARK WAS REPORTED AS BEING DESTROYED IN 1972.  THE
 FE2231'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 FE2231'
 FE2231'THE STATION MARK IS 90 FEET SOUTH OF A 20 INCH OAK TREE, 90 FEET
 FE2231'EAST OF A FENCE AND A 10 INCH PINE TREE AND 1 FOOT EAST OF A METAL
 FE2231'WITNESS POST.
 FE2231'
 FE2231'REFERENCE MARK 1 IS 58 FEET SOUTH OF A RED OAK TREE, 17 FEET
 FE2231'WEST OF A 5 INCH SWEET GUM TREE AND AT THE EAST EDGE OF A PASTURE.
 FE2231'
 FE2231'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 249.27 FEET FROM
 FE2231'THE STATION RATHER THAN 149.27 AS MENTIONED IN THE 1934 DESCRIPTION
 FE2231'AND THE 1959 RECOVERY NOTE.  THIS SHOULD BE CHANGED ON ALL
 FE2231'RECORDS.
 FE2231'
 FE2231'THE MILEAGE FROM THE ANGLING CROSSROAD SHOULD BE 0.15 MILE TO THE
 FE2231'CHURCH INSTEAD OF 1.5 MILES.
 FE2231'
 FE2231'THE STATION WAS NOT OCCUPIED AT THIS TIME DUE TO RAIN AND
 FE2231'UNDERGROWTH IN THE PASTURE.
 FE2231'
 FE2231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 FE2231'NORTHWEST OF LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2626 ***********************************************************************
 FB2626  DESIGNATION -  DOUGLAS DAM WATER TANK
 FB2626  PID         -  FB2626
 FB2626  STATE/COUNTY-  TN/SEVIER
 FB2626  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2626
 FB2626                         *CURRENT SURVEY CONTROL
 FB2626  ___________________________________________________________________
 FB2626* NAD 83(1995)-  35 57 59.15391(N)    083 32 30.17259(W)     ADJUSTED  
 FB2626* NAVD 88     -                                                        
 FB2626  ___________________________________________________________________
 FB2626  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FB2626  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2626
 FB2626  HORZ ORDER  -  THIRD
 FB2626
 FB2626.The horizontal coordinates were established by classical geodetic methods
 FB2626.and adjusted by the National Geodetic Survey in April 1999..
 FB2626
 FB2626
 FB2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2626
 FB2626.The geoid height was determined by GEOID03.
 FB2626
 FB2626;                    North         East     Units Scale Factor Converg.
 FB2626;SPC TN       -   183,975.540   821,707.804   MT  0.99995106   +1 26 21.0
 FB2626;SPC TN       -   603,593.08  2,695,886.35   sFT  0.99995106   +1 26 21.0
 FB2626;UTM  17      - 3,983,212.149   270,800.747   MT  1.00024735   -1 29 36.3
 FB2626
 FB2626                          SUPERSEDED SURVEY CONTROL
 FB2626
 FB2626  NAD 83(1995)-  35 57 59.16084(N)    083 32 30.17438(W) AD(       ) 4
 FB2626  NAD 83(1986)-  35 57 59.16575(N)    083 32 30.17372(W) AD(       ) 4
 FB2626  NAD 27      -  35 57 58.84800(N)    083 32 30.56900(W) AD(       ) 3
 FB2626
 FB2626.Superseded values are not recommended for survey control.
 FB2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2626.See file dsdata.txt to determine how the superseded data were derived.
 FB2626
 FB2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7080183212(NAD 83)
 FB2626_MARKER: 53 = ELEVATED TANK
 FB2626
 FB2626  HISTORY     - Date     Condition        Report By
 FB2626  HISTORY     - 1961     FIRST OBSERVED   CGS
 FB2626
 FB2626                          STATION DESCRIPTION
 FB2626
 FB2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2626'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DANDRIDGE, 3 MILES
 FB2626'EAST OF KODAK AND 0.25 MILE NORTH OF THE NORTH END OF THE DOUGLAS
 FB2626'DAM.
 FB2626'
 FB2626'THE STATION IS A 4-LEGGED STEEL STRUCTURE, SILVER IN COLOR AND THE
 FB2626'OVER-ALL HEIGHT IS ABOUT 110 FEET. THE POINT INTERSECTED WAS
 FB2626'THE VERTEX BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2573 ***********************************************************************
 FE2573  DESIGNATION -  DOUGLASS
 FE2573  PID         -  FE2573
 FE2573  STATE/COUNTY-  TN/SHELBY
 FE2573  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2573
 FE2573                         *CURRENT SURVEY CONTROL
 FE2573  ___________________________________________________________________
 FE2573* NAD 83(1995)-  35 10 34.57753(N)    089 57 00.04495(W)     ADJUSTED  
 FE2573* NAVD 88     -        74.6    (meters)     245.     (feet)  VERTCON   
 FE2573  ___________________________________________________________________
 FE2573  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE2573  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2573
 FE2573  HORZ ORDER  -  SECOND
 FE2573
 FE2573.The horizontal coordinates were established by classical geodetic methods
 FE2573.and adjusted by the National Geodetic Survey in April 1999..
 FE2573
 FE2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2573
 FE2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2573
 FE2573.The geoid height was determined by GEOID03.
 FE2573
 FE2573;                    North         East     Units Scale Factor Converg.
 FE2573;SPC TN       -   100,785.007   240,278.290   MT  1.00001383   -2 18 45.0
 FE2573;SPC TN       -   330,658.81    788,313.02   sFT  1.00001383   -2 18 45.0
 FE2573;UTM  16      - 3,896,577.639   231,344.807   MT  1.00048960   -1 42 01.8
 FE2573;UTM  15      - 3,896,852.613   777,762.701   MT  1.00055095   +1 45 29.5
 FE2573
 FE2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2573!SPC TN       -   0.99999257  x   1.00001383  =   1.00000640
 FE2573!UTM  16      -   0.99999257  x   1.00048960  =   1.00048217
 FE2573!UTM  15      -   0.99999257  x   1.00055095  =   1.00054352
 FE2573
 FE2573|---------------------------------------------------------------------|
 FE2573| PID    Reference Object                     Distance      Geod. Az  |
 FE2573|                                                           dddmmss.s |
 FE2573| CG3937 DOUGLASS RM 1                        29.040 METERS 00853     |
 FE2573| CG3936 DOUGLASS AZ MK                                     2543216.4 |
 FE2573| CG3938 DOUGLASS RM 2                        28.615 METERS 28054     |
 FE2573|---------------------------------------------------------------------|
 FE2573
 FE2573                          SUPERSEDED SURVEY CONTROL
 FE2573
 FE2573  NAD 83(1995)-  35 10 34.58038(N)    089 57 00.04419(W) AD(       ) 2
 FE2573  NAD 83(1995)-  35 10 34.58305(N)    089 57 00.04449(W) AD(       ) 2
 FE2573  NAD 83(1986)-  35 10 34.58812(N)    089 57 00.04586(W) AD(       ) 2
 FE2573  NAD 27      -  35 10 34.26880(N)    089 56 59.72670(W) AD(       ) 2
 FE2573  NGVD 29 (07/19/86)   74.6    (m)          245.     (f) VERT ANG       
 FE2573
 FE2573.Superseded values are not recommended for survey control.
 FE2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2573.See file dsdata.txt to determine how the superseded data were derived.
 FE2573
 FE2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3134596578(NAD 83)
 FE2573_MARKER: DS = TRIANGULATION STATION DISK
 FE2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2573
 FE2573  HISTORY     - Date     Condition        Report By
 FE2573  HISTORY     - 1957     MONUMENTED       CGS
 FE2573  HISTORY     - 1959     GOOD             CGS
 FE2573  HISTORY     - 19941111 MARK NOT FOUND   TN1620
 FE2573
 FE2573                          STATION DESCRIPTION
 FE2573
 FE2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2573'THE STATION IS LOCATED IN THE NORTH SECTION OF MEMPHIS IN THE
 FE2573'SOUTHEAST CORNER OF DOUGLASS PARK.  IT IS 75 FEET SOUTHWEST
 FE2573'OF THE PARK ENTRANCE GATE, 78 FEET SOUTH OF THE CENTERLINE OF THE
 FE2573'GRAVELED PARK DRIVEWAY, 51 FEET WEST OF THE CENTERLINE OF HOLMES
 FE2573'ROAD AND 26 FEET NORTH OF A TALL WOVEN WIRE FENCE.  THE MONUMENT IS
 FE2573'FLUSH AND THE DISK IS STAMPED DOUGLASS 1957.
 FE2573'
 FE2573'REFERENCE MARK 1 IS 10 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 FE2573'AND 5 FEET WEST OF A RED COLORED BRICK GATE POST.  THE MONUMENT IS
 FE2573'FLUSH AND THE DISK IS STAMPED DOUGLASS NO 1 1957.
 FE2573'
 FE2573'REFERENCE MARK 2 IS 40 FEET NORTH OF THE WIRE FENCE, 25 FEET SOUTH OF
 FE2573'THE DRIVEWAY AND 14 FEET EAST OF A 24 INCH OAK TREE.  THE
 FE2573'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DOUGLASS NO 2 1957.
 FE2573'
 FE2573'THE AZIMUTH MARK IS SET 3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 FE2573'THE SCIENCE ROOM WHICH IS ON THE NORTH SIDE OF THE DOUGLASS HIGH
 FE2573'SCHOOL.  IT IS 16 FEET NORTH OF THE MOST WESTERLY ENTRANCE TO THE
 FE2573'SCHOOL AND 13 FEET NORTH OF A SIDEWALK.  THE MARK IS FLUSH AND THE
 FE2573'DISK IS STAMPED DOUGLASS 1957.
 FE2573'
 FE2573'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2573
 FE2573                          STATION RECOVERY (1959)
 FE2573
 FE2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2573'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2573'GOOD CONDITION.  THE DESCRIPTION IS COMPLETELY ADEQUATE.
 FE2573
 FE2573                          STATION RECOVERY (1994)
 FE2573
 FE2573'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE2573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1107 ***********************************************************************
 FE1107  DESIGNATION -  DOUGLASS 2
 FE1107  PID         -  FE1107
 FE1107  STATE/COUNTY-  TN/HAYWOOD
 FE1107  USGS QUAD   -  DANCYVILLE (1981)
 FE1107
 FE1107                         *CURRENT SURVEY CONTROL
 FE1107  ___________________________________________________________________
 FE1107* NAD 83(1995)-  35 26 02.95638(N)    089 19 59.91136(W)     ADJUSTED  
 FE1107* NAVD 88     -       111.26   (+/-2cm)     365.0    (feet)  VERTCON   
 FE1107  ___________________________________________________________________
 FE1107  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FE1107  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1107
 FE1107  HORZ ORDER  -  SECOND
 FE1107  VERT ORDER  -  THIRD (See Below)
 FE1107
 FE1107.The horizontal coordinates were established by classical geodetic methods
 FE1107.and adjusted by the National Geodetic Survey in April 1999..
 FE1107
 FE1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1107.The vertical order pertains to the NGVD 29 superseded value.
 FE1107
 FE1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1107
 FE1107.The geoid height was determined by GEOID03.
 FE1107
 FE1107;                    North         East     Units Scale Factor Converg.
 FE1107;SPC TN       -   127,289.429   297,391.126   MT  0.99997261   -1 57 05.2
 FE1107;SPC TN       -   417,615.40    975,690.72   sFT  0.99997261   -1 57 05.2
 FE1107;UTM  16      - 3,923,692.115   288,193.094   MT  1.00015289   -1 21 11.8
 FE1107
 FE1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1107!SPC TN       -   0.99998688  x   0.99997261  =   0.99995949
 FE1107!UTM  16      -   0.99998688  x   1.00015289  =   1.00013977
 FE1107
 FE1107|---------------------------------------------------------------------|
 FE1107| PID    Reference Object                     Distance      Geod. Az  |
 FE1107|                                                           dddmmss.s |
 FE1107| FE1105 DOUGLASS 2 RM 3                      22.046 METERS 06838     |
 FE1107| FE1108 DOUGLASS 2 RM 4                      26.487 METERS 13613     |
 FE1107| FE1111 DOUGLASS 2 AZ MK                                   3263330.2 |
 FE1107| FE1110 DOUGLASS AZ MK RESET                APPROX. 0.8 KM 3283413.7 |
 FE1107| FE1106 DOUGLASS                             28.822 METERS 32835     |
 FE1107|---------------------------------------------------------------------|
 FE1107
 FE1107                          SUPERSEDED SURVEY CONTROL
 FE1107
 FE1107  NAD 83(1995)-  35 26 02.96212(N)    089 19 59.91306(W) AD(       ) 2
 FE1107  NAD 83(1986)-  35 26 02.96817(N)    089 19 59.91196(W) AD(       ) 2
 FE1107  NAD 27      -  35 26 02.67460(N)    089 19 59.65860(W) AD(       ) 2
 FE1107  NGVD 29 (??/??/??)  111.26   (m)          365.0    (f) RESET       3  
 FE1107
 FE1107.Superseded values are not recommended for survey control.
 FE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1107.See file dsdata.txt to determine how the superseded data were derived.
 FE1107
 FE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8819323692(NAD 83)
 FE1107_MARKER: DS = TRIANGULATION STATION DISK
 FE1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1107_STAMPING: DOUGLASS 2 1961
 FE1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1107+STABILITY: SURFACE MOTION
 FE1107
 FE1107  HISTORY     - Date     Condition        Report By
 FE1107  HISTORY     - 1961     MONUMENTED       TNHD
 FE1107  HISTORY     - 1961     GOOD             TNHD
 FE1107
 FE1107                          STATION DESCRIPTION
 FE1107
 FE1107'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE1107'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH-SOUTHWEST OF
 FE1107'BROWNSVILLE, ABOUT 4-1/2 MILES SOUTHEAST OF STANTON, AND ABOUT 3
 FE1107'MILES NORTHWEST OF DANCYVILLE, ON THE SOUTHWEST SIDE OF A PAVED ROAD.
 FE1107'
 FE1107'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, CROSS THE
 FE1107'RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1107'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR 1
 FE1107'MILE TO THE STATION ON THE SOUTHWEST SIDE OF THE ROAD.
 FE1107'
 FE1107'THE STATION IS A STANDARD DISK STAMPED DOUGLASS 2 1961 SET IN THE TOP
 FE1107'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS 36 FEET WEST OF
 FE1107'THE APPROXIMATE CENTER OF THE PAVED ROAD, 3.6 FEET SOUTH OF A WITNESS
 FE1107'POST, AND 1 FOOT SOUTH OF A FENCE.
 FE1107'
 FE1107'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DOUGLASS 2 NO. 3 1961
 FE1107'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE1107'IT IS 34 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 30
 FE1107'FEET SOUTHWEST OF A POWER POLE, AND 2 FEET WEST OF A FENCE LINE.
 FE1107'
 FE1107'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DOUGLASS 2 NO. 4 1961
 FE1107'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE1107'IT IS 29 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 2
 FE1107'FEET WEST OF A FENCE LINE, AND 2 FEET NORTHEAST OF A POWER POLE.
 FE1107'
 FE1107'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 2 1961 SET IN
 FE1107'THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS
 FE1107'27 FEET NORTHWEST OF A POWER POLE, 2.5 FEET EAST OF A WITNESS POST,
 FE1107'AND 2 FEET SOUTH OF A FENCE LINE.
 FE1107'
 FE1107'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE PAVED ROAD
 FE1107'FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST AND GO
 FE1107'APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1107'
 FE1107'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION DOUGLASS
 FE1107'1958 (NOW DESTROYED) AND DOUGLASS 2 1961 IS 94.56 FEET-28.821
 FE1107'METERS.
 FE1107
 FE1107                          STATION RECOVERY (1961)
 FE1107
 FE1107'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1107'4.6 MI ESE FROM STANTON.
 FE1107'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1107'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD
 FE1107'FOR 3.65 MILES, TURN RIGHT AT THE T ROAD AND GO SOUTH ON THE
 FE1107'PAVED ROAD FOR 1 MILE TO THE STATION ON THE SOUTHWEST SIDE OF THE
 FE1107'ROAD.  IT IS 36 FEET WEST OF THE CENTER OF THE PAVED ROAD, 3.6
 FE1107'FEET SOUTH OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND SET
 FE1107'IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1111 ***********************************************************************
 FE1111  DESIGNATION -  DOUGLASS 2 AZ MK
 FE1111  PID         -  FE1111
 FE1111  STATE/COUNTY-  TN/HAYWOOD
 FE1111  USGS QUAD   -  DANCYVILLE (1981)
 FE1111
 FE1111                         *CURRENT SURVEY CONTROL
 FE1111  ___________________________________________________________________
 FE1111* NAD 83(1986)-  35 26 25.     (N)    089 20 18.     (W)     SCALED    
 FE1111* NAVD 88     -       100.67   (+/-2cm)     330.3    (feet)  VERTCON   
 FE1111  ___________________________________________________________________
 FE1111  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1111
 FE1111  VERT ORDER  -  THIRD (See Below)
 FE1111
 FE1111.The horizontal coordinates were scaled from a topographic map and have
 FE1111.an estimated accuracy of +/- 6 seconds.
 FE1111
 FE1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1111.The vertical order pertains to the NGVD 29 superseded value.
 FE1111
 FE1111.The geoid height was determined by GEOID03.
 FE1111
 FE1111;                    North         East    Units  Estimated Accuracy
 FE1111;SPC TN       -   127,980.      296,960.      MT  (+/- 180 meters Scaled)
 FE1111
 FE1111                          SUPERSEDED SURVEY CONTROL
 FE1111
 FE1111  NGVD 29 (??/??/??)  100.67   (m)          330.3    (f) RESET       3  
 FE1111
 FE1111.Superseded values are not recommended for survey control.
 FE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1111.See file dsdata.txt to determine how the superseded data were derived.
 FE1111
 FE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE877243(NAD 83)
 FE1111_MARKER: DZ = AZIMUTH MARK DISK
 FE1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1111_STAMPING: DOUGLASS 2 AZIMUTH 1961
 FE1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1111+STABILITY: SURFACE MOTION
 FE1111
 FE1111  HISTORY     - Date     Condition        Report By
 FE1111  HISTORY     - 1961     MONUMENTED       TNHD
 FE1111  HISTORY     - 1961     GOOD             TNHD
 FE1111
 FE1111                          STATION DESCRIPTION
 FE1111
 FE1111'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1111'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1111'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1111'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR 1
 FE1111'MILE TO DOUGLAS 2 ON THE SOUTHWEST SIDE OF THE ROAD.  TO REACH THE
 FE1111'AZIMUTH MARK FROM DOUGLAS 2 GO NORTH ON THE PAVED ROAD
 FE1111'FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST AND GO
 FE1111'APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1111'
 FE1111'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 2 1961 SET IN
 FE1111'THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS
 FE1111'27 FEET NORTHWEST OF A POWER POLE, 2.5 FEET EAST OF A WITNESS POST,
 FE1111'AND 2 FEET SOUTH OF A FENCE LINE.
 FE1111
 FE1111                          STATION RECOVERY (1961)
 FE1111
 FE1111'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1111'3.7 MI ESE FROM STANTON.
 FE1111'TO REACH THE AZIMUTH FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1111'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR
 FE1111'3.65 MILES, TURN RIGHT AT THE T ROAD AND GO SOUTH ON THE PAVED
 FE1111'ROAD FOR 0.6 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 FE1111'GO APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT
 FE1111'AS DESCRIBED.  IT IS 27 FEET NORTHWEST OF A POWER POLE, 2.5
 FE1111'FEET EAST OF A WITNESS POST, 2 FEET SOUTH OF A FENCE LINE, AND
 FE1111'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1105 ***********************************************************************
 FE1105  DESIGNATION -  DOUGLASS 2 RM 3
 FE1105  PID         -  FE1105
 FE1105  STATE/COUNTY-  TN/HAYWOOD
 FE1105  USGS QUAD   -  DANCYVILLE (1981)
 FE1105
 FE1105                         *CURRENT SURVEY CONTROL
 FE1105  ___________________________________________________________________
 FE1105* NAD 83(1986)-  35 26 02.     (N)    089 20 00.     (W)     SCALED    
 FE1105* NAVD 88     -       112.03   (+/-2cm)     367.6    (feet)  VERTCON   
 FE1105  ___________________________________________________________________
 FE1105  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1105
 FE1105  VERT ORDER  -  THIRD (See Below)
 FE1105
 FE1105.The horizontal coordinates were scaled from a topographic map and have
 FE1105.an estimated accuracy of +/- 6 seconds.
 FE1105
 FE1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1105.The vertical order pertains to the NGVD 29 superseded value.
 FE1105
 FE1105.The geoid height was determined by GEOID03.
 FE1105
 FE1105;                    North         East    Units  Estimated Accuracy
 FE1105;SPC TN       -   127,260.      297,390.      MT  (+/- 180 meters Scaled)
 FE1105
 FE1105                          SUPERSEDED SURVEY CONTROL
 FE1105
 FE1105  NGVD 29 (??/??/??)  112.03   (m)          367.6    (f) RESET       3  
 FE1105
 FE1105.Superseded values are not recommended for survey control.
 FE1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1105.See file dsdata.txt to determine how the superseded data were derived.
 FE1105
 FE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE881236(NAD 83)
 FE1105_MARKER: DR = REFERENCE MARK DISK
 FE1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1105_STAMPING: DOUGLASS 2 RM NO 3 1961
 FE1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1105+STABILITY: SURFACE MOTION
 FE1105
 FE1105  HISTORY     - Date     Condition        Report By
 FE1105  HISTORY     - 1961     MONUMENTED       TNHD
 FE1105
 FE1105                          STATION DESCRIPTION
 FE1105
 FE1105'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1105'4.6 MI ESE FROM STANTON.
 FE1105'THIS MARK IS LOCATED AT THE DOUGLASS 2 1961 STATION SITE, 34
 FE1105'FEET EAST OF THE CENTER OF THE PAVED ROAD, 30 FEET SOUTHWEST
 FE1105'OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, AND SET IN THE
 FE1105'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1108 ***********************************************************************
 FE1108  DESIGNATION -  DOUGLASS 2 RM 4
 FE1108  PID         -  FE1108
 FE1108  STATE/COUNTY-  TN/HAYWOOD
 FE1108  USGS QUAD   -  DANCYVILLE (1981)
 FE1108
 FE1108                         *CURRENT SURVEY CONTROL
 FE1108  ___________________________________________________________________
 FE1108* NAD 83(1986)-  35 26 02.     (N)    089 20 00.     (W)     SCALED    
 FE1108* NAVD 88     -       110.69   (+/-2cm)     363.2    (feet)  VERTCON   
 FE1108  ___________________________________________________________________
 FE1108  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1108
 FE1108  VERT ORDER  -  THIRD (See Below)
 FE1108
 FE1108.The horizontal coordinates were scaled from a topographic map and have
 FE1108.an estimated accuracy of +/- 6 seconds.
 FE1108
 FE1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1108.The vertical order pertains to the NGVD 29 superseded value.
 FE1108
 FE1108.The geoid height was determined by GEOID03.
 FE1108
 FE1108;                    North         East    Units  Estimated Accuracy
 FE1108;SPC TN       -   127,260.      297,390.      MT  (+/- 180 meters Scaled)
 FE1108
 FE1108                          SUPERSEDED SURVEY CONTROL
 FE1108
 FE1108  NGVD 29 (??/??/??)  110.68   (m)          363.1    (f) RESET       3  
 FE1108
 FE1108.Superseded values are not recommended for survey control.
 FE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1108.See file dsdata.txt to determine how the superseded data were derived.
 FE1108
 FE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE881236(NAD 83)
 FE1108_MARKER: DR = REFERENCE MARK DISK
 FE1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1108_STAMPING: DOUGLASS 2 RM NO 4
 FE1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1108+STABILITY: SURFACE MOTION
 FE1108
 FE1108  HISTORY     - Date     Condition        Report By
 FE1108  HISTORY     - 1961     MONUMENTED       TNHD
 FE1108  HISTORY     - 1961     GOOD             CGS
 FE1108
 FE1108                          STATION DESCRIPTION
 FE1108
 FE1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1108'4.6 MI ESE FROM STANTON.
 FE1108'THIS MARK IS LOCATED AT THE DOUGLASS 2 1961 STATION SITE.  IT
 FE1108'IS 29 FEET WEST OF THE CENTER OF THE PAVED ROAD, 2 FEET WEST
 FE1108'OF A FENCE LINE, 2 FEET NORTHEAST OF A POWER POLE, AND SET IN THE
 FE1108'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1109 ***********************************************************************
 FE1109  DESIGNATION -  DOUGLASS AZ MK
 FE1109  PID         -  FE1109
 FE1109  STATE/COUNTY-  TN/HAYWOOD
 FE1109  USGS QUAD   -  DANCYVILLE (1981)
 FE1109
 FE1109                         *CURRENT SURVEY CONTROL
 FE1109  ___________________________________________________________________
 FE1109* NAD 83(1995)-  35 26 23.46031(N)    089 20 15.22274(W)     ADJUSTED  
 FE1109* NAVD 88     -       101.167  (meters)     331.91   (feet)  ADJUSTED  
 FE1109  ___________________________________________________________________
 FE1109  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 FE1109  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1109  DYNAMIC HT  -         101.077 (meters)     331.62  (feet)  COMP
 FE1109  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 FE1109
 FE1109  HORZ ORDER  -  SECOND
 FE1109  VERT ORDER  -  SECOND    CLASS 0
 FE1109
 FE1109.The horizontal coordinates were established by classical geodetic methods
 FE1109.and adjusted by the National Geodetic Survey in April 1999..
 FE1109
 FE1109.The orthometric height was determined by differential leveling
 FE1109.and adjusted by the National Geodetic Survey in June 1991..
 FE1109
 FE1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1109
 FE1109.The geoid height was determined by GEOID03.
 FE1109
 FE1109.The dynamic height is computed by dividing the NAVD 88
 FE1109.geopotential number by the normal gravity value computed on the
 FE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1109.degrees latitude (g = 980.6199 gals.).
 FE1109
 FE1109.The modeled gravity was interpolated from observed gravity values.
 FE1109
 FE1109;                    North         East     Units Scale Factor Converg.
 FE1109;SPC TN       -   127,934.115   297,026.704   MT  0.99997193   -1 57 14.2
 FE1109;SPC TN       -   419,730.51    974,495.11   sFT  0.99997193   -1 57 14.2
 FE1109;UTM  16      - 3,924,333.078   287,821.895   MT  1.00015482   -1 21 21.4
 FE1109
 FE1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1109!SPC TN       -   0.99998847  x   0.99997193  =   0.99996040
 FE1109!UTM  16      -   0.99998847  x   1.00015482  =   1.00014329
 FE1109
 FE1109:                Primary Azimuth Mark                     Grid Az
 FE1109:SPC TN       -  DOUGLASS                                 150 31 17.3
 FE1109:UTM  16      -  DOUGLASS                                 149 55 24.5
 FE1109
 FE1109|---------------------------------------------------------------------|
 FE1109| PID    Reference Object                     Distance      Geod. Az  |
 FE1109|                                                           dddmmss.s |
 FE1109| FE1106 DOUGLASS                            APPROX. 0.7 KM 1483403.1 |
 FE1109| FE1110 DOUGLASS AZ MK RESET                 83.079 METERS 32834     |
 FE1109|---------------------------------------------------------------------|
 FE1109
 FE1109                          SUPERSEDED SURVEY CONTROL
 FE1109
 FE1109  NAD 83(1995)-  35 26 23.46611(N)    089 20 15.22449(W) AD(       ) 2
 FE1109  NAD 83(1986)-  35 26 23.47215(N)    089 20 15.22337(W) AD(       ) 2
 FE1109  NAD 27      -  35 26 23.17930(N)    089 20 14.96990(W) AD(       ) 2
 FE1109  NGVD 29 (??/??/??)  101.166  (m)          331.91   (f) ADJUSTED    2 0
 FE1109
 FE1109.Superseded values are not recommended for survey control.
 FE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1109.See file dsdata.txt to determine how the superseded data were derived.
 FE1109
 FE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8782224333(NAD 83)
 FE1109_MARKER: DZ = AZIMUTH MARK DISK
 FE1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1109_STAMPING: DOUGLASS 1958
 FE1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1109+STABILITY: SURFACE MOTION
 FE1109
 FE1109  HISTORY     - Date     Condition        Report By
 FE1109  HISTORY     - 1958     MONUMENTED       CGS
 FE1109  HISTORY     - 1959     GOOD             CGS
 FE1109
 FE1109                          STATION DESCRIPTION
 FE1109
 FE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1109'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 1958 SET IN TOP
 FE1109'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FE1109'INCHES ABOVE THE GROUND. IT IS 37 FEET SOUTHWEST OF THE CENTER OF A
 FE1109'PAVED ROAD, 20 FEET SOUTHWEST OF A FENCE CORNER, AND 20 FEET
 FE1109'NORTHWEST OF A POWER LINE POLE.
 FE1109'
 FE1109'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1109'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1109'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR
 FE1109'0.5 MILE TO A T-FENCE CORNER ON THE RIGHT, SOUTHWEST SIDE OF THE
 FE1109'ROAD AND THE AZIMUTH MARK.
 FE1109
 FE1109                          STATION RECOVERY (1959)
 FE1109
 FE1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1109'4.2 MI ESE FROM STANTON.
 FE1109'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1109'RR CROSSING AT STANTON, THENCE 0.55 MILES SOUTH-SOUTHEAST
 FE1109'ALONG A PAVED ROAD, 47 FT. SOUTH OF A LARGE OAK TREE, 42 FT.
 FE1109'WEST OF THE CENTER LINE OF A PAVED ROAD, 21.5 FT. NORTH
 FE1109'OF A POWER LINE POLE, 20 FT. NORTHEAST OF A FENCE CORNER
 FE1109'POST, 3 FT. SOUTH OF A FENCE, A C AND GS AZIMUTH DISK SET IN
 FE1109'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND, ABOUT 1 FT.
 FE1109'ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS 0.45 MILE WEST, AND
 FE1109'0.55 MILE SOUTH FROM B.M. S 213.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1110 ***********************************************************************
 FE1110  DESIGNATION -  DOUGLASS AZ MK RESET
 FE1110  PID         -  FE1110
 FE1110  STATE/COUNTY-  TN/HAYWOOD
 FE1110  USGS QUAD   -  DANCYVILLE (1981)
 FE1110
 FE1110                         *CURRENT SURVEY CONTROL
 FE1110  ___________________________________________________________________
 FE1110* NAD 83(1995)-  35 26 25.76047(N)    089 20 16.94049(W)     ADJUSTED  
 FE1110* NAVD 88     -       100.83   (+/-2cm)     330.8    (feet)  VERTCON   
 FE1110  ___________________________________________________________________
 FE1110  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE1110  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1110
 FE1110  HORZ ORDER  -  SECOND
 FE1110  VERT ORDER  -  THIRD (See Below)
 FE1110
 FE1110.The horizontal coordinates were established by classical geodetic methods
 FE1110.and adjusted by the National Geodetic Survey in April 1999..
 FE1110
 FE1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1110.The vertical order pertains to the NGVD 29 superseded value.
 FE1110
 FE1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1110
 FE1110.The geoid height was determined by GEOID03.
 FE1110
 FE1110;                    North         East     Units Scale Factor Converg.
 FE1110;SPC TN       -   128,006.437   296,985.824   MT  0.99997185   -1 57 15.2
 FE1110;SPC TN       -   419,967.79    974,360.99   sFT  0.99997185   -1 57 15.2
 FE1110;UTM  16      - 3,924,404.983   287,780.255   MT  1.00015504   -1 21 22.4
 FE1110
 FE1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1110!SPC TN       -   0.99998852  x   0.99997185  =   0.99996037
 FE1110!UTM  16      -   0.99998852  x   1.00015504  =   1.00014356
 FE1110
 FE1110:                Primary Azimuth Mark                     Grid Az
 FE1110:SPC TN       -  DOUGLASS 2                               150 31 19.0
 FE1110:UTM  16      -  DOUGLASS 2                               149 55 26.2
 FE1110
 FE1110|---------------------------------------------------------------------|
 FE1110| PID    Reference Object                     Distance      Geod. Az  |
 FE1110|                                                           dddmmss.s |
 FE1110| FE1107 DOUGLASS 2                          APPROX. 0.8 KM 1483403.8 |
 FE1110| FE1111 DOUGLASS 2 AZ MK                                   2294330.4 |
 FE1110|---------------------------------------------------------------------|
 FE1110
 FE1110                          SUPERSEDED SURVEY CONTROL
 FE1110
 FE1110  NAD 83(1995)-  35 26 25.76626(N)    089 20 16.94224(W) AD(       ) 2
 FE1110  NAD 83(1986)-  35 26 25.77231(N)    089 20 16.94112(W) AD(       ) 2
 FE1110  NAD 27      -  35 26 25.47930(N)    089 20 16.68760(W) AD(       ) 2
 FE1110  NGVD 29 (??/??/??)  100.83   (m)          330.8    (f) RESET       3  
 FE1110
 FE1110.Superseded values are not recommended for survey control.
 FE1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1110.See file dsdata.txt to determine how the superseded data were derived.
 FE1110
 FE1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8778024405(NAD 83)
 FE1110_MARKER: DZ = AZIMUTH MARK DISK
 FE1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1110_STAMPING: DOUGLASS 1958 RESET 1961
 FE1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1110+STABILITY: SURFACE MOTION
 FE1110
 FE1110  HISTORY     - Date     Condition        Report By
 FE1110  HISTORY     - 1961     MONUMENTED       TNHD
 FE1110  HISTORY     - 1961     GOOD             TNHD
 FE1110
 FE1110                          STATION DESCRIPTION
 FE1110
 FE1110'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1110'A NEW AZIMUTH MARK DOUGLASS 1958 RESET 1961, WAS ESTABLISHED BY THE
 FE1110'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE.
 FE1110'
 FE1110'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUGLASS 1958 RESET
 FE1110'1961, SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.
 FE1110'IT IS 50 FEET WEST OF THE CENTER OF A PAVED ROAD, 29 FEET
 FE1110'WEST-NORTHWEST OF THE CENTER OF A FARM DRIVEWAY, 5 FEET NORTHEAST
 FE1110'OF A POWER LINE POLE, 1 FOOT SOUTH OF A FENCE, AND 1.0 FOOT EAST OF A
 FE1110'WITNESS POST.
 FE1110'
 FE1110'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1110'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1110'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR
 FE1110'0.5 MILE TO A T-FENCE CORNER ON THE RIGHT, SOUTHWEST SIDE OF THE
 FE1110'ROAD AND THE AZIMUTH MARK.
 FE1110
 FE1110                          STATION RECOVERY (1961)
 FE1110
 FE1110'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1110'3.6 MI SE FROM STANTON.
 FE1110'THIS MARK IS LOCATED 3.65 MILES EAST-SOUTHEAST ALONG A PAVED
 FE1110'ROAD FROM THE L. AND N. RR CROSSING AT STANTON, THENCE 1.0
 FE1110'MILE SOUTH-SOUTHEAST ALONG A PAVED ROAD, 50 FEET WEST OF THE
 FE1110'CENTER OF A PAVED ROAD, 24 FEET WEST-NORTHWEST OF THE CENTER
 FE1110'OF A FARM DRIVEWAY, 5 FEET NORTHEAST OF A POWER LINE POLE, 1 FT.
 FE1110'SOUTH OF A FENCE, AND 1.0 FEET EAST OF A WITNESS POST.  THE
 FE1110'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1104 ***********************************************************************
 FE1104  DESIGNATION -  DOUGLASS RM 1
 FE1104  PID         -  FE1104
 FE1104  STATE/COUNTY-  TN/HAYWOOD
 FE1104  USGS QUAD   -  DANCYVILLE (1981)
 FE1104
 FE1104                         *CURRENT SURVEY CONTROL
 FE1104  ___________________________________________________________________
 FE1104* NAD 83(1986)-  35 26 02.     (N)    089 20 00.     (W)     SCALED    
 FE1104* NAVD 88     -       111.331  (meters)     365.26   (feet)  ADJUSTED  
 FE1104  ___________________________________________________________________
 FE1104  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1104  DYNAMIC HT  -         111.232 (meters)     364.93  (feet)  COMP
 FE1104  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FE1104
 FE1104  VERT ORDER  -  SECOND    CLASS 0
 FE1104
 FE1104.The horizontal coordinates were scaled from a topographic map and have
 FE1104.an estimated accuracy of +/- 6 seconds.
 FE1104
 FE1104.The orthometric height was determined by differential leveling
 FE1104.and adjusted by the National Geodetic Survey in June 1991..
 FE1104
 FE1104.The geoid height was determined by GEOID03.
 FE1104
 FE1104.The dynamic height is computed by dividing the NAVD 88
 FE1104.geopotential number by the normal gravity value computed on the
 FE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1104.degrees latitude (g = 980.6199 gals.).
 FE1104
 FE1104.The modeled gravity was interpolated from observed gravity values.
 FE1104
 FE1104;                    North         East    Units  Estimated Accuracy
 FE1104;SPC TN       -   127,260.      297,390.      MT  (+/- 180 meters Scaled)
 FE1104
 FE1104                          SUPERSEDED SURVEY CONTROL
 FE1104
 FE1104  NGVD 29 (??/??/??)  111.329  (m)          365.25   (f) ADJUSTED    2 0
 FE1104
 FE1104.Superseded values are not recommended for survey control.
 FE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1104.See file dsdata.txt to determine how the superseded data were derived.
 FE1104
 FE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE881236(NAD 83)
 FE1104_MARKER: DR = REFERENCE MARK DISK
 FE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1104_STAMPING: DOUGLASS NO 1 1958
 FE1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1104+STABILITY: SURFACE MOTION
 FE1104
 FE1104  HISTORY     - Date     Condition        Report By
 FE1104  HISTORY     - 1958     MONUMENTED       CGS
 FE1104  HISTORY     - 1959     GOOD             CGS
 FE1104
 FE1104                          STATION DESCRIPTION
 FE1104
 FE1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1104'4.6 MI ESE FROM STANTON.
 FE1104'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1104'RR CROSSING AT STANTON, THENCE 1.0 MILE SOUTH-SOUTHEAST ALONG
 FE1104'A PAVED ROAD.  THE MARK IS 48 FEET SOUTHEAST OF A FENCE CORNER,
 FE1104'28 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD AND 1 FOOT
 FE1104'NORTHEAST OF A FENCE LINE.  IT IS 79.6 FEET SOUTHEAST OF THE
 FE1104'STATION MARK.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 FE1104'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1112 ***********************************************************************
 FE1112  DESIGNATION -  DOUGLASS RM 2
 FE1112  PID         -  FE1112
 FE1112  STATE/COUNTY-  TN/HAYWOOD
 FE1112  USGS QUAD   -  DANCYVILLE (1981)
 FE1112
 FE1112                         *CURRENT SURVEY CONTROL
 FE1112  ___________________________________________________________________
 FE1112* NAD 83(1986)-  35 26 02.     (N)    089 19 59.     (W)     SCALED    
 FE1112* NAVD 88     -       110.999  (meters)     364.17   (feet)  ADJUSTED  
 FE1112  ___________________________________________________________________
 FE1112  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1112  DYNAMIC HT  -         110.901 (meters)     363.85  (feet)  COMP
 FE1112  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FE1112
 FE1112  VERT ORDER  -  SECOND    CLASS 0
 FE1112
 FE1112.The horizontal coordinates were scaled from a topographic map and have
 FE1112.an estimated accuracy of +/- 6 seconds.
 FE1112
 FE1112.The orthometric height was determined by differential leveling
 FE1112.and adjusted by the National Geodetic Survey in June 1991..
 FE1112
 FE1112.The geoid height was determined by GEOID03.
 FE1112
 FE1112.The dynamic height is computed by dividing the NAVD 88
 FE1112.geopotential number by the normal gravity value computed on the
 FE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1112.degrees latitude (g = 980.6199 gals.).
 FE1112
 FE1112.The modeled gravity was interpolated from observed gravity values.
 FE1112
 FE1112;                    North         East    Units  Estimated Accuracy
 FE1112;SPC TN       -   127,260.      297,410.      MT  (+/- 180 meters Scaled)
 FE1112
 FE1112                          SUPERSEDED SURVEY CONTROL
 FE1112
 FE1112  NGVD 29 (??/??/??)  110.997  (m)          364.16   (f) ADJUSTED    2 0
 FE1112
 FE1112.Superseded values are not recommended for survey control.
 FE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1112.See file dsdata.txt to determine how the superseded data were derived.
 FE1112
 FE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE882236(NAD 83)
 FE1112_MARKER: DR = REFERENCE MARK DISK
 FE1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1112_STAMPING: DOUGLASS NO 2 1958
 FE1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1112+STABILITY: SURFACE MOTION
 FE1112
 FE1112  HISTORY     - Date     Condition        Report By
 FE1112  HISTORY     - 1958     MONUMENTED       CGS
 FE1112  HISTORY     - 1959     GOOD             CGS
 FE1112
 FE1112                          STATION DESCRIPTION
 FE1112
 FE1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1112'4.6 MI ESE FROM STANTON.
 FE1112'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1112'RR CROSSING AT STANTON, THENCE 1.0 MILE SOUTH-SOUTHEAST ALONG
 FE1112'A PAVED ROAD.  THE MARK IS 37 FEET SOUTHWEST OF THE CENTER OF A
 FE1112'PAVED ROAD, 20 FEET SOUTHWEST OF A FENCE CORNER AND 20 FEET
 FE1112'NORTHWEST OF A POWER LINE POLE.  IT IS 61.4 FEET NORTH-NORTHWEST
 FE1112'OF THE STATION MARK.  THE MARK IS SET FLUSH WITH THE SURFACE
 FE1112'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1064 ***********************************************************************
 FD1064  DESIGNATION -  DOWDY
 FD1064  PID         -  FD1064
 FD1064  STATE/COUNTY-  TN/WAYNE
 FD1064  USGS QUAD   -  RANSOM STAND (1975)
 FD1064
 FD1064                         *CURRENT SURVEY CONTROL
 FD1064  ___________________________________________________________________
 FD1064* NAD 83(1995)-  35 00 21.10731(N)    087 55 38.00593(W)     ADJUSTED  
 FD1064* NAVD 88     -       263.476  (meters)     864.42   (feet)  ADJUSTED  
 FD1064  ___________________________________________________________________
 FD1064  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FD1064  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1064  DYNAMIC HT  -         263.225 (meters)     863.60  (feet)  COMP
 FD1064  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FD1064
 FD1064  HORZ ORDER  -  SECOND
 FD1064  VERT ORDER  -  SECOND    CLASS 0
 FD1064
 FD1064.The horizontal coordinates were established by classical geodetic methods
 FD1064.and adjusted by the National Geodetic Survey in April 1999..
 FD1064
 FD1064.The orthometric height was determined by differential leveling
 FD1064.and adjusted by the National Geodetic Survey in June 1991..
 FD1064
 FD1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1064
 FD1064.The geoid height was determined by GEOID03.
 FD1064
 FD1064.The dynamic height is computed by dividing the NAVD 88
 FD1064.geopotential number by the normal gravity value computed on the
 FD1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1064.degrees latitude (g = 980.6199 gals.).
 FD1064
 FD1064.The modeled gravity was interpolated from observed gravity values.
 FD1064
 FD1064;                    North         East     Units Scale Factor Converg.
 FD1064;SPC TN       -    76,350.776   424,082.024   MT  1.00005205   -1 07 41.8
 FD1064;SPC TN       -   250,494.17  1,391,342.44   sFT  1.00005205   -1 07 41.8
 FD1064;UTM  16      - 3,874,086.009   415,394.050   MT  0.99968822   -0 31 55.0
 FD1064
 FD1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1064!SPC TN       -   0.99996296  x   1.00005205  =   1.00001501
 FD1064!UTM  16      -   0.99996296  x   0.99968822  =   0.99965119
 FD1064
 FD1064                          SUPERSEDED SURVEY CONTROL
 FD1064
 FD1064  NAD 83(1995)-  35 00 21.10951(N)    087 55 38.00552(W) AD(       ) 2
 FD1064  NAD 83(1995)-  35 00 21.10972(N)    087 55 38.00553(W) AD(       ) 2
 FD1064  NAD 83(1995)-  35 00 21.11520(N)    087 55 38.00577(W) AD(       ) 2
 FD1064  NAD 83(1986)-  35 00 21.11579(N)    087 55 38.00407(W) AD(       ) 2
 FD1064  NAD 27      -  35 00 20.81200(N)    087 55 37.89300(W) AD(       ) 2
 FD1064  NGVD 29 (??/??/92)  263.474  (m)          864.41   (f) ADJ UNCH    2 0
 FD1064
 FD1064.Superseded values are not recommended for survey control.
 FD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1064.See file dsdata.txt to determine how the superseded data were derived.
 FD1064
 FD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1539474086(NAD 83)
 FD1064_MARKER: DD = SURVEY DISK
 FD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1064_STAMPING: DOWDY 1934 1962
 FD1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1064+STABILITY: SURFACE MOTION
 FD1064
 FD1064  HISTORY     - Date     Condition        Report By
 FD1064  HISTORY     - 1934     MONUMENTED       CGS
 FD1064  HISTORY     - 1950     GOOD             TVA
 FD1064  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FD1064  HISTORY     - 1962     GOOD             CGS
 FD1064
 FD1064                          STATION DESCRIPTION
 FD1064
 FD1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1064'ABOUT 10 MILES NORTHEAST OF WATERLOO, ALA, 3.8 MILES AIRLINE WEST BY
 FD1064'SOUTH OF CYPRESS INN,
 FD1064'TENN, AND ON WEST EDGE OF HIGHWAY (TENNESSEE ROUTE 69
 FD1064'TO NORTH AND ALABAMA ROUTE 2 TO
 FD1064'SOUTH).  TO REACH FROM WATERLOO, GO
 FD1064'NORTHEAST TO ROAD FORK AT EAST END OF SECOND CREEK
 FD1064'BRIDGE, TURN LEFT,
 FD1064'GO 8.75 MILES TO TENNESSEE ROUTE 69, TURN RIGHT AND GO 3.7 MILES TO
 FD1064'STATION ON RIGHT
 FD1064'AT STATE LINE.  STATION IS 100 FEET EAST OF FENCE
 FD1064'CORNER, 35 FEET WEST OF CENTER LINE
 FD1064'OF HIGHWAY, 13 FEET SOUTH OF
 FD1064'6-INCH TRIANGLE-BLAZED PINE TREE, AND 11 FEET NORTH OF
 FD1064'ROAD LEADING TO
 FD1064'HARVEY DOWDYS HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1064'STATION DISKS IN
 FD1064'CONCRETE.
 FD1064
 FD1064                          STATION RECOVERY (1950)
 FD1064
 FD1064'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (GLA)
 FD1064'6.25 MILES (AIR LINE) W BY S OF CYPRESS INN INSTEAD OF 3.8 MILES (AIR
 FD1064'LINE) W BY S OF
 FD1064'CYPRESS INN.
 FD1064'
 FD1064'STATION WAS RECOVERED IN GOOD CONDITION.
 FD1064'
 FD1064'STATION IS LOCATED 10 MILES NE OF WATERLOO.  THE DISK IS STAMPED
 FD1064'DOWDY 1934.
 FD1064'
 FD1064'A STEEL POST IS SET 2 FEET SW OF THE MARK.
 FD1064
 FD1064                          STATION RECOVERY (1962)
 FD1064
 FD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FD1064'THE STATION WAS RECOVERED AND FOUND IN FAIR CONDITION.  HOWEVER, THE
 FD1064'SURFACE MARK WAS IN
 FD1064'DANGER OF BEING LOST DUE TO EROSION.  AS THIS STATION WAS
 FD1064'AN UNOCCUPIED SUPPLEMENTAL
 FD1064'POINT, NO REFERENCE MARKS OR AZIMUTH MARKS
 FD1064'WERE EVER ESTABLISHED.  TO ASSURE THE FUTURE
 FD1064'PRESERVATION OF THE
 FD1064'STATION THE MARKS WERE LOWERED IN THEIR EXACT ORIGINAL
 FD1064'LOCATION.
 FD1064'THIS WAS ACCOMPLISHED BY BUILDING A PLUMBING BENCH OVER THE STATION
 FD1064'AND AS AN
 FD1064'ADDITIONAL PRECAUTION, THE STATION WAS REFERENCED THROUGH
 FD1064'RIGHT ANGLE STRADDLE POINTS.
 FD1064'THE SURFACE AND UNDERGROUND STATION
 FD1064'MARKS WERE THEN REMOVED AND THE STATION
 FD1064'LOWERED.
 FD1064'
 FD1064'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION OF THE STATION.
 FD1064'
 FD1064'THE STATION IS LOCATED ABOUT 27 MILES SOUTHEAST OF SAVANNAH, ABOUT 5
 FD1064'MILES WEST OF CYPRESS
 FD1064'INN AND JUST NORTH OF THE TENNESSEE-ALABAMA STATE LINE.
 FD1064'
 FD1064'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND STATE
 FD1064'ROUTE 69 IN SAVANNAH, GO
 FD1064'SOUTHEASTERLY ON STATE ROUTE 69 FOR 27 MILES TO THE
 FD1064'ALABAMA STATE LINE AND THE MARK ON
 FD1064'THE RIGHT JUST NORTH OF THE LINE.
 FD1064'
 FD1064'THE STATION IS 64 FEET NORTH OF A LARGE SIGN ALABAMA STATE LINE, 38
 FD1064'FEET SOUTH OF A
 FD1064'16-INCH OAK TREE, 36 FEET WEST OF THE APPROXIMATE CENTER
 FD1064'OF STATE ROUTE 69, 15 FEET
 FD1064'NORTH OF THE APPROXIMATE CENTER OF A
 FD1064'GRAVELED ROAD, AND 0.7 OF A FOOT SOUTHEAST OF
 FD1064'A METAL WITNESS POST AND SIGN.
 FD1064'
 FD1064'THE SURFACE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 FD1064'SQUARE CONCRETE MONUMENT
 FD1064'FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS
 FD1064'STAMPED DOWDY 1934 1962.
 FD1064'THE UNDERGROUND MARK IS A
 FD1064'STANDARD DISK ABOUT 40 INCHES BELOW THE
 FD1064'SURFACE AND THE DISK IS
 FD1064'STAMPED DOWDY 1934 1962.
 FD1064
 FD1064                          STATION RECOVERY (1962)
 FD1064
 FD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FD1064'27 MI S FROM SAVANNAH.
 FD1064'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON U.S.
 FD1064'HIGHWAY 64 FOR 0.3 MILE TO THE INTERSECTION OF STATE ROUTE 69.
 FD1064'TURN RIGHT ON STATE ROUTE 69 AND GO 27.35 MILES TO THE
 FD1064'TENNESSEE-ALABAMA STATE LINE.  THE STATION IS 35 FEET SOUTHWEST
 FD1064'OF THE CENTERLINE OF STATE ROUTE 69, 66 FEET NORTHWEST OF THE
 FD1064'TENNESSEE-ALABAMA STATE LINE, 12 FEET NORTH OF THE CENTERLINE
 FD1064'OF A DRIVEWAY, 38 FEET SOUTHEAST OF A 14-INCH OAK TREE AND 3
 FD1064'INCHES EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET
 FD1064'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1064'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0272 ***********************************************************************
 FC0272  CBN         -  This is a Cooperative Base Network Control Station.
 FC0272  DESIGNATION -  DOWDY
 FC0272  PID         -  FC0272
 FC0272  STATE/COUNTY-  TN/LOUDON
 FC0272  USGS QUAD   -  LENOIR CITY (1986)
 FC0272
 FC0272                         *CURRENT SURVEY CONTROL
 FC0272  ___________________________________________________________________
 FC0272* NAD 83(1995)-  35 45 51.69802(N)    084 22 07.84051(W)     ADJUSTED  
 FC0272* NAVD 88     -       247.228  (meters)     811.11   (feet)  ADJUSTED  
 FC0272  ___________________________________________________________________
 FC0272  X           -     508,429.706 (meters)                     COMP
 FC0272  Y           -  -5,156,494.224 (meters)                     COMP
 FC0272  Z           -   3,707,134.357 (meters)                     COMP
 FC0272  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FC0272  ELLIP HEIGHT-         216.65  (meters)          (08/03/04) GPS OBS
 FC0272  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0272  DYNAMIC HT  -         246.991 (meters)     810.34  (feet)  COMP
 FC0272  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0272
 FC0272  HORZ ORDER  -  A
 FC0272  VERT ORDER  -  SECOND    CLASS 0
 FC0272  ELLP ORDER  -  FOURTH    CLASS I
 FC0272
 FC0272.The horizontal coordinates were established by GPS observations
 FC0272.and adjusted by the National Geodetic Survey in August 2004..
 FC0272
 FC0272.The orthometric height was determined by differential leveling
 FC0272.and adjusted by the National Geodetic Survey in June 1991..
 FC0272
 FC0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0272
 FC0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0272
 FC0272.The ellipsoidal height was determined by GPS observations
 FC0272.and is referenced to NAD 83.
 FC0272
 FC0272.The geoid height was determined by GEOID03.
 FC0272
 FC0272.The dynamic height is computed by dividing the NAVD 88
 FC0272.geopotential number by the normal gravity value computed on the
 FC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0272.degrees latitude (g = 980.6199 gals.).
 FC0272
 FC0272.The modeled gravity was interpolated from observed gravity values.
 FC0272
 FC0272;                    North         East     Units Scale Factor Converg.
 FC0272;SPC TN       -   160,000.116   747,492.932   MT  0.99994914   +0 57 17.8
 FC0272;SPC TN       -   524,933.71  2,452,399.73   sFT  0.99994914   +0 57 17.8
 FC0272;UTM  16      - 3,961,006.570   737,869.954   MT  1.00029729   +1 32 18.6
 FC0272
 FC0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0272!SPC TN       -   0.99996600  x   0.99994914  =   0.99991514
 FC0272!UTM  16      -   0.99996600  x   1.00029729  =   1.00026328
 FC0272
 FC0272|---------------------------------------------------------------------|
 FC0272| PID    Reference Object                     Distance      Geod. Az  |
 FC0272|                                                           dddmmss.s |
 FC0272| FC0273 DOWDY RM 1                           10.217 METERS 23120     |
 FC0272| FC0271 DOWDY RM 2                            9.870 METERS 31941     |
 FC0272| DE5089 DOWDY AZ MK                                        3285343.7 |
 FC0272|---------------------------------------------------------------------|
 FC0272
 FC0272                          SUPERSEDED SURVEY CONTROL
 FC0272
 FC0272  NAD 83(1995)-  35 45 51.69959(N)    084 22 07.83189(W) AD(       ) 2
 FC0272  NAD 83(1995)-  35 45 51.70664(N)    084 22 07.83122(W) AD(       ) 2
 FC0272  NAD 83(1986)-  35 45 51.71193(N)    084 22 07.82955(W) AD(       ) 2
 FC0272  NAD 27      -  35 45 51.43770(N)    084 22 08.10300(W) AD(       ) 2
 FC0272  NAVD 88 (08/03/04)  247.23   (m)          811.1    (f) LEVELING    3  
 FC0272  NGVD 29 (??/??/92)  247.340  (m)          811.48   (f) ADJ UNCH    2 0
 FC0272
 FC0272.Superseded values are not recommended for survey control.
 FC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0272.See file dsdata.txt to determine how the superseded data were derived.
 FC0272
 FC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3787061007(NAD 83)
 FC0272_MARKER: DE = TRAVERSE STATION DISK
 FC0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0272_STAMPING: DOWDY 1961
 FC0272_MARK LOGO: CGS   
 FC0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0272+STABILITY: SURFACE MOTION
 FC0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0272+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC0272
 FC0272  HISTORY     - Date     Condition        Report By
 FC0272  HISTORY     - 1961     MONUMENTED       CGS
 FC0272  HISTORY     - 1961     GOOD             CGS
 FC0272  HISTORY     - 20031010 GOOD             TNDT
 FC0272
 FC0272                          STATION DESCRIPTION
 FC0272
 FC0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0272'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF LOUDON AND 1/2 MILE
 FC0272'NORTH OF THE WATTS BAR LAKE. THE PROPERTY IS OWNED BY MR. JACK
 FC0272'DOWDY.
 FC0272'
 FC0272'TO REACH THE STATION THE EATON CROSSROAD AND EATON SCHOOL, ABOUT 20
 FC0272'MILES WEST OF KNOXVILLE ON U.S. HIGHWAY 70, GO SOUTH ON STATE
 FC0272'HIGHWAY 95 FOR 1.6 MILES TO A T ROAD RIGHT, TURN RIGHT, AND GO 1.8
 FC0272'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.3 MILES
 FC0272'TO A T ROAD LEFT, CONTINUE SOUTH ON BLACK TOP FOR 0.35 MILE TO A
 FC0272'FORK, TAKE LEFT FORK, AND GO 1.15 MILES TO THE END OF THE BLACK TOP
 FC0272'AND A FORK, TAKE RIGHT FORK, AND GO 0.1 MILE TO A T ROAD, TURN RIGHT,
 FC0272'AND GO 0.4 MILE TO A WIRE GATE ON THE LEFT, PASS THROUGH GATE, TURN
 FC0272'LEFT, UP HILL FOR 0.1 MILE TO A BARN AND STATION.
 FC0272'
 FC0272'STATION MARK IS 6.5 FEET EAST OF THE NORTHEAST CORNER OF BARN AND 3.3
 FC0272'FEET EAST OF A WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 FC0272'DISK, FLUSH AND IS STAMPED DOWDY 1961.
 FC0272'
 FC0272'REFERENCE MARK NO. 1 IS 12 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FC0272'BARN. THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED DOWDY NO.
 FC0272'1 1961.
 FC0272'
 FC0272'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE NORTHWEST CORNER OF BARN.
 FC0272'THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED DOWDY NO. 2 1961.
 FC0272'
 FC0272'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1.3
 FC0272'FEET SOUTHEAST OF A WITNESS SIGN AND 1 FOOT EAST OF A FENCE
 FC0272'CORNER POST. THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED DOWDY
 FC0272'1961.
 FC0272'
 FC0272'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, GO WEST ON GRAVELED
 FC0272'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FC0272'
 FC0272'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FC0272
 FC0272                          STATION RECOVERY (1961)
 FC0272
 FC0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0272'7.7 MI SW FROM EATON CROSSROADS.
 FC0272'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0272'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 5.5
 FC0272'MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, CONTINUE STRAIGHT
 FC0272'AHEAD FOR 0.05 MILE TO A T JUNCTION, THEN GO 0.4 MILE TO A WIRE
 FC0272'GATE ON THE LEFT, PASS THROUGH GATE, TURN LEFT, UP HILL FOR 0.1
 FC0272'MILE TO A BARN AND THE STATION.  THE STATION MARK IS 6.5 FT.
 FC0272'EAST OF THE NORTHEAST CORNER OF THE BARN AND 3.3 FT. EAST OF A
 FC0272'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FC0272'WITH THE GROUND.
 FC0272
 FC0272                          STATION RECOVERY (2003)
 FC0272
 FC0272'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC0272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0273 ***********************************************************************
 FC0273  DESIGNATION -  DOWDY RM 1
 FC0273  PID         -  FC0273
 FC0273  STATE/COUNTY-  TN/LOUDON
 FC0273  USGS QUAD   -  LENOIR CITY (1986)
 FC0273
 FC0273                         *CURRENT SURVEY CONTROL
 FC0273  ___________________________________________________________________
 FC0273* NAD 83(1986)-  35 45 51.     (N)    084 22 08.     (W)     SCALED    
 FC0273* NAVD 88     -       247.422  (meters)     811.75   (feet)  ADJUSTED  
 FC0273  ___________________________________________________________________
 FC0273  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0273  DYNAMIC HT  -         247.185 (meters)     810.97  (feet)  COMP
 FC0273  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0273
 FC0273  VERT ORDER  -  SECOND    CLASS 0
 FC0273
 FC0273.The horizontal coordinates were scaled from a topographic map and have
 FC0273.an estimated accuracy of +/- 6 seconds.
 FC0273
 FC0273.The orthometric height was determined by differential leveling
 FC0273.and adjusted by the National Geodetic Survey in June 1991..
 FC0273
 FC0273.The geoid height was determined by GEOID03.
 FC0273
 FC0273.The dynamic height is computed by dividing the NAVD 88
 FC0273.geopotential number by the normal gravity value computed on the
 FC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0273.degrees latitude (g = 980.6199 gals.).
 FC0273
 FC0273.The modeled gravity was interpolated from observed gravity values.
 FC0273
 FC0273;                    North         East    Units  Estimated Accuracy
 FC0273;SPC TN       -   159,980.      747,490.      MT  (+/- 180 meters Scaled)
 FC0273
 FC0273                          SUPERSEDED SURVEY CONTROL
 FC0273
 FC0273  NGVD 29 (??/??/92)  247.534  (m)          812.12   (f) ADJ UNCH    2 0
 FC0273
 FC0273.Superseded values are not recommended for survey control.
 FC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0273.See file dsdata.txt to determine how the superseded data were derived.
 FC0273
 FC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE378609(NAD 83)
 FC0273_MARKER: DR = REFERENCE MARK DISK
 FC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0273_STAMPING: DOWDY NO 1 1961
 FC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0273+STABILITY: SURFACE MOTION
 FC0273
 FC0273  HISTORY     - Date     Condition        Report By
 FC0273  HISTORY     - 1961     MONUMENTED       CGS
 FC0273
 FC0273                          STATION DESCRIPTION
 FC0273
 FC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0273'7.7 MI SW FROM EATON CROSSROADS.
 FC0273'THIS MARK IS LOCATED AT THE DOWDY 1961 STATION SITE, 33.5 FT.
 FC0273'SOUTHWEST OF THE STATION MARK AND 12 FT. NORTHEAST OF THE
 FC0273'SOUTHEAST CORNER OF THE BARN.  THE DISK IS SET IN TOP OF A
 FC0273'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0271 ***********************************************************************
 FC0271  DESIGNATION -  DOWDY RM 2
 FC0271  PID         -  FC0271
 FC0271  STATE/COUNTY-  TN/LOUDON
 FC0271  USGS QUAD   -  LENOIR CITY (1986)
 FC0271
 FC0271                         *CURRENT SURVEY CONTROL
 FC0271  ___________________________________________________________________
 FC0271* NAD 83(1986)-  35 45 51.     (N)    084 22 08.     (W)     SCALED    
 FC0271* NAVD 88     -       247.637  (meters)     812.46   (feet)  ADJUSTED  
 FC0271  ___________________________________________________________________
 FC0271  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0271  DYNAMIC HT  -         247.400 (meters)     811.68  (feet)  COMP
 FC0271  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0271
 FC0271  VERT ORDER  -  SECOND    CLASS 0
 FC0271
 FC0271.The horizontal coordinates were scaled from a topographic map and have
 FC0271.an estimated accuracy of +/- 6 seconds.
 FC0271
 FC0271.The orthometric height was determined by differential leveling
 FC0271.and adjusted by the National Geodetic Survey in June 1991..
 FC0271
 FC0271.The geoid height was determined by GEOID03.
 FC0271
 FC0271.The dynamic height is computed by dividing the NAVD 88
 FC0271.geopotential number by the normal gravity value computed on the
 FC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0271.degrees latitude (g = 980.6199 gals.).
 FC0271
 FC0271.The modeled gravity was interpolated from observed gravity values.
 FC0271
 FC0271;                    North         East    Units  Estimated Accuracy
 FC0271;SPC TN       -   159,980.      747,490.      MT  (+/- 180 meters Scaled)
 FC0271
 FC0271                          SUPERSEDED SURVEY CONTROL
 FC0271
 FC0271  NGVD 29 (??/??/92)  247.749  (m)          812.82   (f) ADJ UNCH    2 0
 FC0271
 FC0271.Superseded values are not recommended for survey control.
 FC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0271.See file dsdata.txt to determine how the superseded data were derived.
 FC0271
 FC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE378609(NAD 83)
 FC0271_MARKER: DR = REFERENCE MARK DISK
 FC0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0271_STAMPING: DOWDY NO 2 1961
 FC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0271+STABILITY: SURFACE MOTION
 FC0271
 FC0271  HISTORY     - Date     Condition        Report By
 FC0271  HISTORY     - 1961     MONUMENTED       CGS
 FC0271
 FC0271                          STATION DESCRIPTION
 FC0271
 FC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0271'7.7 MI SW FROM EATON CROSSROADS.
 FC0271'THIS MARK IS LOCATED AT THE DOWDY 1961 STATION SITE, 32.4 FT.
 FC0271'NORTHWEST OF THE STATION MARK AND 19 FT. EAST OF THE NORTHWEST
 FC0271'CORNER OF THE BARN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0271'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2275 ***********************************************************************
 FE2275  DESIGNATION -  DOYLE
 FE2275  PID         -  FE2275
 FE2275  STATE/COUNTY-  TN/HARDEMAN
 FE2275  USGS QUAD   -  HEBRON (1983)
 FE2275
 FE2275                         *CURRENT SURVEY CONTROL
 FE2275  ___________________________________________________________________
 FE2275* NAD 83(1995)-  35 10 16.03648(N)    088 54 08.42828(W)     ADJUSTED  
 FE2275* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2275  ___________________________________________________________________
 FE2275  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FE2275  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2275
 FE2275  HORZ ORDER  -  SECOND
 FE2275
 FE2275.The horizontal coordinates were established by classical geodetic methods
 FE2275.and adjusted by the National Geodetic Survey in April 1999..
 FE2275
 FE2275.The orthometric height was scaled from a topographic map.
 FE2275
 FE2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2275
 FE2275.The geoid height was determined by GEOID03.
 FE2275
 FE2275;                    North         East     Units Scale Factor Converg.
 FE2275;SPC TN       -    96,873.525   335,638.177   MT  1.00001486   -1 41 56.9
 FE2275;SPC TN       -   317,825.89  1,101,172.92   sFT  1.00001486   -1 41 56.9
 FE2275;UTM  16      - 3,893,677.007   326,759.586   MT  0.99996988   -1 05 45.8
 FE2275
 FE2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2275!SPC TN       -   0.99998256  x   1.00001486  =   0.99999742
 FE2275!UTM  16      -   0.99998256  x   0.99996988  =   0.99995244
 FE2275
 FE2275|---------------------------------------------------------------------|
 FE2275| PID    Reference Object                     Distance      Geod. Az  |
 FE2275|                                                           dddmmss.s |
 FE2275| CG3940 DOYLE RM 1                           76.170 METERS 02047     |
 FE2275| CG3939 DOYLE AZ MK                                        1192720.1 |
 FE2275| CG3941 DOYLE RM 2                           58.958 METERS 23546     |
 FE2275| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       APPROX.16.2 KM 3154256.0 |
 FE2275| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX.12.6 KM 3185456.1 |
 FE2275|---------------------------------------------------------------------|
 FE2275
 FE2275                          SUPERSEDED SURVEY CONTROL
 FE2275
 FE2275  NAD 83(1995)-  35 10 16.04159(N)    088 54 08.42678(W) AD(       ) 2
 FE2275  NAD 83(1995)-  35 10 16.04490(N)    088 54 08.43174(W) AD(       ) 2
 FE2275  NAD 83(1995)-  35 10 16.04494(N)    088 54 08.43172(W) AD(       ) 2
 FE2275  NAD 83(1986)-  35 10 16.04844(N)    088 54 08.42801(W) AD(       ) 2
 FE2275  NAD 27      -  35 10 15.74200(N)    088 54 08.21400(W) AD(       ) 2
 FE2275
 FE2275.Superseded values are not recommended for survey control.
 FE2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2275.See file dsdata.txt to determine how the superseded data were derived.
 FE2275
 FE2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2676093677(NAD 83)
 FE2275_MARKER: DS = TRIANGULATION STATION DISK
 FE2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2275
 FE2275  HISTORY     - Date     Condition        Report By
 FE2275  HISTORY     - 1934     MONUMENTED       CGS
 FE2275
 FE2275                          STATION DESCRIPTION
 FE2275
 FE2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2275'ABOUT 8 MILES SOUTHWEST OF BOLIVAR AND ON PROPERTY OWNED BY DR. HENCE
 FE2275'DORRIS OF BOLIVAR AND OCCUPIED BY O. E. DOYLE. TO REACH FROM
 FE2275'COURTHOUSE IN BOLIVAR, GO EAST 1.2 MILES ON U. S. ROUTE 64, TURN
 FE2275'RIGHT ONTO GRAVEL ROAD AND GO 5.8 MILES TO T-ROAD LEFT AT FOUR
 FE2275'MAIL BOXES ON WHEEL, TURN LEFT AND GO 1.2 MILES TO TOP OF GRADE AND
 FE2275'STATION SITE. STATION IS ABOUT 200 FEET SOUTH OF ROAD ON HIGHEST
 FE2275'POINT IN NEAR VICINITY, 11 YARDS WEST-NORTHWEST OF 18-INCH OAK TREE,
 FE2275'100 FEET SOUTHWEST OF 22-INCH WALNUT TREE, AND 125 FEET
 FE2275'SOUTHWEST OF DOYLES HOUSE. SURFACE AND UNDERGROUND MARKS ARE
 FE2275'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 FE2275'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2275'NO. 1 IS 20 FEET SOUTH OF CENTER LINE OF ROAD LEADING TO STATION, 25
 FE2275'FEET SOUTH OF SMALL APPLE TREE, AND 249.90 FEET FROM STATION IN
 FE2275'N 20 DEG 47 MIN E.  NO. 2 IS ON DOWN HILL SLOPE FROM STATION, 15
 FE2275'YARDS SOUTHEAST OF 22-INCH CHESTNUT TREE, AND 193.43 FEET FROM
 FE2275'STATION S 55 DEG 46 MIN W.  AZIMUTH MARK IS 8 YARDS NORTH OF
 FE2275'CENTER LINE OF ROAD, 100 YARDS WEST OF TOP OF FIRST GRADE IN ROAD
 FE2275'EAST OF STATION, 200 YARDS ALONG ROAD EAST OF SMALL BRIDGE, AND 0.3
 FE2275'MILE FROM STATION S 60 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2412 ***********************************************************************
 GC2412  DESIGNATION -  DRAUGHON
 GC2412  PID         -  GC2412
 GC2412  STATE/COUNTY-  TN/ROBERTSON
 GC2412  USGS QUAD   -  YOUNGVILLE (1980)
 GC2412
 GC2412                         *CURRENT SURVEY CONTROL
 GC2412  ___________________________________________________________________
 GC2412* NAD 83(1995)-  36 33 22.33917(N)    086 48 12.14158(W)     ADJUSTED  
 GC2412* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 GC2412  ___________________________________________________________________
 GC2412  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2412  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2412
 GC2412  HORZ ORDER  -  THIRD
 GC2412
 GC2412.The horizontal coordinates were established by classical geodetic methods
 GC2412.and adjusted by the National Geodetic Survey in April 1999..
 GC2412
 GC2412.The orthometric height was scaled from a topographic map.
 GC2412
 GC2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2412
 GC2412.The geoid height was determined by GEOID03.
 GC2412
 GC2412;                    North         East     Units Scale Factor Converg.
 GC2412;SPC TN       -   246,928.416   528,075.826   MT  1.00002773   -0 28 13.2
 GC2412;SPC TN       -   810,130.98  1,732,528.77   sFT  1.00002773   -0 28 13.2
 GC2412;UTM  16      - 4,045,660.610   517,596.288   MT  0.99960381   +0 07 01.6
 GC2412
 GC2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2412!SPC TN       -   0.99996921  x   1.00002773  =   0.99999694
 GC2412!UTM  16      -   0.99996921  x   0.99960381  =   0.99957303
 GC2412
 GC2412|---------------------------------------------------------------------|
 GC2412| PID    Reference Object                     Distance      Geod. Az  |
 GC2412|                                                           dddmmss.s |
 GC2412| CG5690 DRAUGHON RM 1                        27.116 METERS 08751     |
 GC2412| CG5689 DRAUGHON AZ MK                                     2535026.3 |
 GC2412| CG5691 DRAUGHON RM 2                        27.588 METERS 35536     |
 GC2412|---------------------------------------------------------------------|
 GC2412
 GC2412                          SUPERSEDED SURVEY CONTROL
 GC2412
 GC2412  NAD 83(1995)-  36 33 22.34144(N)    086 48 12.14213(W) AD(       ) 3
 GC2412  NAD 83(1995)-  36 33 22.33966(N)    086 48 12.14951(W) AD(       ) 3
 GC2412  NAD 83(1986)-  36 33 22.34859(N)    086 48 12.14557(W) AD(       ) 3
 GC2412  NAD 27      -  36 33 22.19900(N)    086 48 12.15800(W) AD(       ) 3
 GC2412
 GC2412.Superseded values are not recommended for survey control.
 GC2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2412.See file dsdata.txt to determine how the superseded data were derived.
 GC2412
 GC2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1759645661(NAD 83)
 GC2412_MARKER: DS = TRIANGULATION STATION DISK
 GC2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2412
 GC2412  HISTORY     - Date     Condition        Report By
 GC2412  HISTORY     - 1953     MONUMENTED       CGS
 GC2412
 GC2412                          STATION DESCRIPTION
 GC2412
 GC2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2412'STATION IS LOCATED ON THE SOUTH SIDE OF A SMALL AIRFIELD ON THE
 GC2412'PROPERTY OF THE DRAUGHON BROTHERS ABOUT 5 MILES NORTHEAST OF
 GC2412'SPRINGFIELD AND 0.05 MILE NORTH OF STATE HIGHWAY 49.  IT IS 26 FEET
 GC2412'NORTHWEST OF A TELEPHONE POLE, 24 FEET SOUTHWEST OF THE SOUTHWEST
 GC2412'CORNER OF A CONCRETE BLOCK HANGAR BUILDING AND 24 FEET SOUTHWEST OF A
 GC2412'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2412'DRAUGHON 1953.
 GC2412'
 GC2412'REFERENCE MARK NO. 1 IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2412'THE HANGAR AND 10 FEET NORTH OF THE CENTER OF A DIRT DRIVEWAY.
 GC2412'THE MARK IS FLUSH AND THE DISK IS STAMPED DRAUGHON NO 1 1953.
 GC2412'
 GC2412'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE FRONT OF THE HANGAR.  THE
 GC2412'MARK IS FLUSH AND THE DISK IS STAMPED DRAUGHON NO 2 1953.
 GC2412'
 GC2412'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF STATE HIGHWAY 49, 2
 GC2412'FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A POWER
 GC2412'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2412'DRAUGHON 1953.
 GC2412'
 GC2412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2412'HIGHWAY 49 IN THE NORTH PART OF SPRINGFIELD, GO NORTHEAST ON
 GC2412'HIGHWAY 49 FOR 5.45 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 GC2412'DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO A GRAVEL
 GC2412'DRIVEWAY LEFT.  TURN LEFT ON THE DRIVEWAY AND GO NORTH AND EAST FOR
 GC2412'0.1 MILE TO THE HANGAR AND THE STATION AS DESCRIBED.
 GC2412'
 GC2412'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1488 ***********************************************************************
 GD1488  CBN         -  This is a Cooperative Base Network Control Station.
 GD1488  DESIGNATION -  DRESDEN
 GD1488  PID         -  GD1488
 GD1488  STATE/COUNTY-  TN/WEAKLEY
 GD1488  USGS QUAD   -  DRESDEN (1981)
 GD1488
 GD1488                         *CURRENT SURVEY CONTROL
 GD1488  ___________________________________________________________________
 GD1488* NAD 83(1995)-  36 18 23.60559(N)    088 42 35.88127(W)     ADJUSTED  
 GD1488* NAVD 88     -       161.7    (meters)     531.     (feet)  GPS OBS   
 GD1488  ___________________________________________________________________
 GD1488  X           -     115,854.933 (meters)                     COMP
 GD1488  Y           -  -5,144,734.320 (meters)                     COMP
 GD1488  Z           -   3,755,736.727 (meters)                     COMP
 GD1488  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GD1488  ELLIP HEIGHT-         133.48  (meters)          (12/14/95) GPS OBS
 GD1488  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1488
 GD1488  HORZ ORDER  -  B
 GD1488  ELLP ORDER  -  FIRST     CLASS II
 GD1488
 GD1488.The horizontal coordinates were established by GPS observations
 GD1488.and adjusted by the National Geodetic Survey in December 1995..
 GD1488
 GD1488.The orthometric height was determined by GPS observations and a
 GD1488.high-resolution geoid model.
 GD1488
 GD1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1488
 GD1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1488
 GD1488.The ellipsoidal height was determined by GPS observations
 GD1488.and is referenced to NAD 83.
 GD1488
 GD1488.The geoid height was determined by GEOID03.
 GD1488
 GD1488;                    North         East     Units Scale Factor Converg.
 GD1488;SPC TN       -   222,299.882   356,643.943   MT  0.99998232   -1 35 11.5
 GD1488;SPC TN       -   729,328.86  1,170,089.34   sFT  0.99998232   -1 35 11.5
 GD1488;UTM  16      - 4,019,307.689   346,476.538   MT  0.99989040   -1 00 45.6
 GD1488
 GD1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1488!SPC TN       -   0.99997905  x   0.99998232  =   0.99996137
 GD1488!UTM  16      -   0.99997905  x   0.99989040  =   0.99986945
 GD1488
 GD1488|---------------------------------------------------------------------|
 GD1488| PID    Reference Object                     Distance      Geod. Az  |
 GD1488|                                                           dddmmss.s |
 GD1488| CG3945 DRESDEN RM 1                         39.359 METERS 22625     |
 GD1488| GD1501 SHARON MUNICIPAL TANK               APPROX.13.2 KM 2314446.1 |
 GD1488| GD0342 SHARON                              APPROX.12.8 KM 2345954.2 |
 GD1488| CG3944 DRESDEN AZ MK                                      2895204.3 |
 GD1488| CG3946 DRESDEN RM 2                         30.514 METERS 31432     |
 GD1488|---------------------------------------------------------------------|
 GD1488
 GD1488                          SUPERSEDED SURVEY CONTROL
 GD1488
 GD1488  NAD 83(1995)-  36 18 23.60593(N)    088 42 35.88368(W) AD(       ) B
 GD1488  ELLIP H (09/07/90)  133.47   (m)                       GP(       ) 4 1
 GD1488  NAD 83(1986)-  36 18 23.61900(N)    088 42 35.87901(W) AD(       ) 2
 GD1488  NAD 27      -  36 18 23.39500(N)    088 42 35.67600(W) AD(       ) 2
 GD1488  NGVD 29 (09/07/90)  161.6    (m)          530.     (f) GPS OBS        
 GD1488
 GD1488.Superseded values are not recommended for survey control.
 GD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1488.See file dsdata.txt to determine how the superseded data were derived.
 GD1488
 GD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4647719308(NAD 83)
 GD1488_MARKER: DS = TRIANGULATION STATION DISK
 GD1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1488_STAMPING: DRESDEN 1934
 GD1488_MARK LOGO: CGS   
 GD1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1488+STABILITY: SURFACE MOTION
 GD1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1488+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 GD1488
 GD1488  HISTORY     - Date     Condition        Report By
 GD1488  HISTORY     - 1934     MONUMENTED       CGS
 GD1488  HISTORY     - 1967     GOOD             CGS
 GD1488  HISTORY     - 1987     GOOD             AEROS
 GD1488  HISTORY     - 19950619 GOOD             NGS
 GD1488
 GD1488                          STATION DESCRIPTION
 GD1488
 GD1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1488'ABOUT 1 MILE WEST BY NORTH OF DRESDEN, ON PROPERTY OF SHED KILLUM,
 GD1488'ANDY JONES TENANT, ABOUT 50 YARDS NORTH-NORTHEAST OF ROAD FORK, 23
 GD1488'YARDS EAST-SOUTHEAST OF CENTER LINE OF ROAD, 17 YARDS
 GD1488'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 12 YARDS
 GD1488'SOUTH-SOUTHWEST OF 10-INCH MAPLE TREE, AND 2 YARDS
 GD1488'NORTH OF FENCE LINE.  TO REACH FROM COURTHOUSE IN DRESDEN, GO WEST 1
 GD1488'BLOCK, TURN RIGHT NORTH ONTO LATHAM ROAD AND GO 1.0 MILE TO TOP OF
 GD1488'GRADE AND STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 GD1488'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 GD1488'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1488'NO. 1 IS OPPOSITE FORK IN ROAD, 18 FEET NORTHEAST OF CENTER
 GD1488'LINE OF ROAD, 3 FEET NORTHWEST OF FENCE LINE, AND 129.13 FEET
 GD1488'FROM STATION S 46 DEG 24 MIN W.  NO. 2 IS 21 FEET WEST OF
 GD1488'CENTER LINE OF ROAD AND 100.11 FEET FROM STATION N 45 DEG 28 MIN W.
 GD1488'AZIMUTH MARK IS ON PROPERTY OF THOMAS DUNN, ALONG LEFT FORK
 GD1488'IN ROAD JUST BEFORE REACHING STATION, JUST SOUTH OF FENCE, 20 FEET
 GD1488'SOUTH OF CENTER LINE OF ROAD, AND APPROXIMATELY 0.4 MILE BY ROAD
 GD1488'FROM STATION N 70 DEG 08 MIN W.
 GD1488
 GD1488                          STATION RECOVERY (1967)
 GD1488
 GD1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1488'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1488'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1488'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.  MR.
 GD1488'HARLEY SADLER WHO LIVES NEAR THE ORIGINAL SITE OF THE AZIMUTH MARK,
 GD1488'STATES POSITIVELY THAT THIS MARK WAS DESTROYED BY ROAD
 GD1488'CONSTRUCTION A LONG TIME AGO.  NO NEW AZIMUTH MARK WAS
 GD1488'ESTABLISHED AS NOTHING IS NOW VISIBLE FROM THE GROUND AT THE STATION
 GD1488'TO USE AS AN INITIAL.
 GD1488'
 GD1488'DUE TO NUMEROUS CHANGES IN THE AREA AT THE STATION SITE, THE ORIGINAL
 GD1488'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1488'DESCRIPTION.
 GD1488'
 GD1488'THE STATION IS ABOUT 1 MILE WEST-NORTHWEST OF DRESDEN IN A GARDEN
 GD1488'PLOT ON THE PROPERTY OF MR. LEMMON TEAGUE.
 GD1488'
 GD1488'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54, 89, AND
 GD1488'118 AT THE SOUTHEAST CORNER OF THE WEAKLEY COUNTY COURTHOUSE SQUARE
 GD1488'IN DRESDEN, GO NORTH ON STATE ROUTE 118 FOR 0.45 MILE TO AN OILED
 GD1488'ROAD LEFT, TURN LEFT AND GO WEST ON THIS OILED ROAD FOR 0.1 MILE
 GD1488'TO A GRAVELED T CROSSROAD.  HERE TURN RIGHT AND GO NORTHERLY ON
 GD1488'THIS GRAVELED ROAD FOR 0.6 MILE TO A FORK, KEEP THE RIGHT FORK
 GD1488'AND CONTINUE NORTHERLY FOR ABOUT 35 YARDS TO THE HOME OF MR.
 GD1488'LEMMON TEAGUE AND THE STATION ON THE RIGHT AS DESCRIBED.
 GD1488'
 GD1488'THE STATION IS 69 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GD1488'ROAD, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 37
 GD1488'FEET SOUTH OF A 24-INCH MAPLE TREE, 26 FEET WEST OF A 12-INCH,
 GD1488'FORKED TRUNKED CEDAR TREE, AND 0.6 OF A FOOT WEST OF A METAL WITNESS
 GD1488'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1488'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK
 GD1488'IS STAMPED DRESDEN 1934.
 GD1488'
 GD1488'REFERENCE MARK NO. 1 IS 129.13 FEET SOUTHWEST OF THE STATION, 64 FEET
 GD1488'NORTH OF A NORTHWEST FENCE CORNER POST, 33 FEET EAST OF THE
 GD1488'APPROXIMATE CENTER OF THE FORK IN THE GRAVELED ROADS, 17 FEET EAST
 GD1488'OF THE APPROXIMATE CENTER OF THE EAST FORK OF THE GRAVELED ROADS,
 GD1488'2.5 FEET WEST OF AN 8-INCH CEDAR TREE, AND 1 FOOT EAST OF A WOVEN
 GD1488'WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1488'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1488'STAMPED DRESDEN NO 1 1934.
 GD1488'
 GD1488'REFERENCE MARK NO. 2 IS 100.11 FEET NORTHWEST OF THE STATION, 47
 GD1488'FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE, 23 FEET WEST OF THE
 GD1488'APPROXIMATE CENTER OF THE EAST FORK OF THE GRAVELED ROADS, 11 FEET
 GD1488'EAST OF THE EDGE OF A BANK, 10 FEET EAST OF A TELEPHONE POLE, 6
 GD1488'FEET NORTH OF THE EDGE OF A BANK, AND ACROSS THE ROAD FROM THE
 GD1488'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1488'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1488'STAMPED DRESDEN NO 2 1934.
 GD1488'
 GD1488'DUE TO SHRUBS ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED
 GD1488'BETWEEN.
 GD1488'
 GD1488'NOTE - MR. TEAGUE WISHES THE MARK TO REMAIN EXACTLY WHERE IT IS, AND
 GD1488'REQUESTED THAT A WITNESS POST BE DRIVEN BY IT.
 GD1488'
 GD1488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1488'WEST-NORTHWEST OF DRESDEN.
 GD1488
 GD1488                          STATION RECOVERY (1987)
 GD1488
 GD1488'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GD1488'THE STATION WAS RECOVERED AT THIS DATE.
 GD1488'THE STATION WAS RECOVERED AS DESCRIBED BY L.F. SMITH IN 1967.
 GD1488'PROPERTY IS OWNED BY CURTIS ADCOCK, TELEPHONE (901)364-2074.  CALL
 GD1488'MR. ADCOCK PRIOR TO CONDUCTING NIGHT OBSERVATIONS.
 GD1488
 GD1488                          STATION RECOVERY (1995)
 GD1488
 GD1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1488'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST-NORTHWEST OF
 GD1488'DRESDEN, ON THE PROPERTY OF MR. CURTIS ADCOCK, PHONE 901-364-2074.
 GD1488'CALL IN ADVANCE PRIOR TO CONDUCTING NIGHT OBSERVATIONS.  TO REACH THE
 GD1488'STATION FROM THE JUNCTION OF STATE ROUTES 54, 89 AND 118 AT THE
 GD1488'SOUTHEAST CORNER OF THE COUNTY COURTHOUSE SQUARE IN DRESDEN, GO NORTH
 GD1488'FOR 0.45 MI (0.72 KM) ON STATE ROUTE 118 TO A ROAD LEFT.  TURN LEFT
 GD1488'AND GO WEST FOR 0.10 MI (0.16 KM) TO A T-JUNCTION.  TURN RIGHT AND GO
 GD1488'NORTHERLY FOR 0.6 MI (1.0 KM) TO A FORK, FOLLOW THE RIGHT FORK AND GO
 GD1488'NORTHERLY FOR ABOUT 105 FT (32.0 M) TO THE HOME OF MR. ADCOCK AND THE
 GD1488'STATION ON THE RIGHT.  THE STATION PROJECTS 24 CM ABOVE GROUND.
 GD1488'LOCATED 69 FT (21.0 M) EAST FROM THE APPROXIMATE CENTER OF ROAD, 54 FT
 GD1488'(16.5 M) SOUTH FROM THE SOUTHWEST CORNER OF THE FRAME HOUSE, 37 FT
 GD1488'(11.3 M) SOUTH FROM A 24-INCH MAPLE TREE, 26 FT (7.9 M) WEST FROM A
 GD1488'12-INCH FORKED CEDAR TREE AND 0.6 FT (18.3 CM) WEST FROM A WITNESS
 GD1488'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0647 ***********************************************************************
 GC0647  DESIGNATION -  DRIFT
 GC0647  PID         -  GC0647
 GC0647  STATE/COUNTY-  TN/DAVIDSON
 GC0647  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0647
 GC0647                         *CURRENT SURVEY CONTROL
 GC0647  ___________________________________________________________________
 GC0647* NAD 83(1995)-  36 09 30.25219(N)    086 45 24.94433(W)     ADJUSTED  
 GC0647* NAVD 88     -       126.137  (meters)     413.83   (feet)  ADJUSTED  
 GC0647  ___________________________________________________________________
 GC0647  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC0647  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0647  DYNAMIC HT  -         126.028 (meters)     413.48  (feet)  COMP
 GC0647  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0647
 GC0647  HORZ ORDER  -  THIRD
 GC0647  VERT ORDER  -  SECOND    CLASS 0
 GC0647
 GC0647.The horizontal coordinates were established by classical geodetic methods
 GC0647.and adjusted by the National Geodetic Survey in April 1999..
 GC0647
 GC0647.The orthometric height was determined by differential leveling
 GC0647.and adjusted by the National Geodetic Survey in June 1991..
 GC0647
 GC0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0647
 GC0647.The geoid height was determined by GEOID03.
 GC0647
 GC0647.The dynamic height is computed by dividing the NAVD 88
 GC0647.geopotential number by the normal gravity value computed on the
 GC0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0647.degrees latitude (g = 980.6199 gals.).
 GC0647
 GC0647.The modeled gravity was interpolated from observed gravity values.
 GC0647
 GC0647;                    North         East     Units Scale Factor Converg.
 GC0647;SPC TN       -   202,754.597   531,892.341   MT  0.99996437   -0 26 35.3
 GC0647;SPC TN       -   665,204.04  1,745,050.12   sFT  0.99996437   -0 26 35.3
 GC0647;UTM  16      - 4,001,545.300   521,863.538   MT  0.99960589   +0 08 36.3
 GC0647
 GC0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0647!SPC TN       -   0.99998480  x   0.99996437  =   0.99994917
 GC0647!UTM  16      -   0.99998480  x   0.99960589  =   0.99959070
 GC0647
 GC0647:                Primary Azimuth Mark                     Grid Az
 GC0647:SPC TN       -  NASHVILLE TVA MICROWAVE TOWER            105 07 01.5
 GC0647:UTM  16      -  NASHVILLE TVA MICROWAVE TOWER            104 31 49.9
 GC0647
 GC0647|---------------------------------------------------------------------|
 GC0647| PID    Reference Object                     Distance      Geod. Az  |
 GC0647|                                                           dddmmss.s |
 GC0647| GC2242 NASHVILLE TVA MICROWAVE TOWER       APPROX. 1.1 KM 1044026.2 |
 GC0647| GC0648 DRIFT RM 1                            9.474 METERS 23425     |
 GC0647| GC0651 HOWARD                              APPROX. 1.1 KM 2392200.3 |
 GC0647| GC2261 NASHVILLE CITY GEN HOSP STACK       APPROX. 0.8 KM 2590428.2 |
 GC0647| GC0646 DRIFT RM 2                            9.718 METERS 29052     |
 GC0647|---------------------------------------------------------------------|
 GC0647
 GC0647                          SUPERSEDED SURVEY CONTROL
 GC0647
 GC0647  NAD 83(1995)-  36 09 30.25421(N)    086 45 24.94641(W) AD(       ) 3
 GC0647  NAD 83(1995)-  36 09 30.25637(N)    086 45 24.94628(W) AD(       ) 3
 GC0647  NAD 83(1986)-  36 09 30.26233(N)    086 45 24.94741(W) AD(       ) 3
 GC0647  NAD 27      -  36 09 30.05740(N)    086 45 24.95300(W) AD(       ) 3
 GC0647  NGVD 29 (??/??/92)  126.157  (m)          413.90   (f) ADJ UNCH    2 0
 GC0647
 GC0647.Superseded values are not recommended for survey control.
 GC0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0647.See file dsdata.txt to determine how the superseded data were derived.
 GC0647
 GC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2186401545(NAD 83)
 GC0647_MARKER: DS = TRIANGULATION STATION DISK
 GC0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0647_STAMPING: DRIFT 1959
 GC0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0647
 GC0647  HISTORY     - Date     Condition        Report By
 GC0647  HISTORY     - 1959     MONUMENTED       CGS
 GC0647  HISTORY     - 1960     GOOD             NGS
 GC0647
 GC0647                          STATION DESCRIPTION
 GC0647
 GC0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0647'THIS STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF THE
 GC0647'DOWNTOWN SECTION OF NASHVILLE, 3/4 MILE EAST OF THE CITY
 GC0647'GENERAL HOSPITAL, AND ON THE SOUTH BANK OF THE CUMBERLAND RIVER.
 GC0647'
 GC0647'TO REACH THE STATION FROM THE INTERSECTION OF HERMITAGE AVE. AND
 GC0647'MIDDLETON STREET (AT THE ENTRANCE TO THE CITY GENERAL HOSPITAL) GO
 GC0647'EAST ON HERMITAGE AVE. FOR 0.45 MILE TO DRIFTWOOD STREET.  TURN LEFT
 GC0647'ONTO DRIFTWOOD STREET AND GO 0.25 MILE TO A TRACK ROAD LEFT.
 GC0647'TURN LEFT, THENCE BACK RIGHT, AND GO 0.05 MILE TO A POWERLINE
 GC0647'TRANSMISSION TOWER.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 GC0647'STATION AS DESCRIBED.
 GC0647'
 GC0647'THE STATION MARK, A STANDARD DISK STAMPED DRIFT 1959, IS SECURED TO
 GC0647'THE TOP OF A 3-INCH STEEL PIPE THAT PROJECTS ABOUT 3 INCHES ABOVE
 GC0647'THE GROUND.  IT IS ABOUT 200 FEET EAST OF A TRANSMISSION TOWER, 75
 GC0647'FEET NORTHWEST OF A RAILROAD SPUR LINE, 20 FEET SOUTHWEST OF THE
 GC0647'WEST BANK OF A DRAW, AND 6 FEET SOUTHWEST OF A WITNESS SIGN.
 GC0647'
 GC0647'REFERENCE MARK 1, A STANDARD DISK STAMPED DRIFT NO. 1 1959, IS
 GC0647'SECURED TO THE TOP OF A 3-INCH STEEL PIPE THAT PROJECTS ABOUT 3
 GC0647'INCHES ABOVE THE GROUND.  IT IS ALMOST ON LINE WITH STATION TOWER.
 GC0647'
 GC0647'REFERENCE MARK 2, A STANDARD DISK STAMPED DRIFT NO. 2 1959, IS
 GC0647'SECURED TO THE TOP OF A 3-INCH STEEL PIPE THAT PROJECTS ABOUT 3
 GC0647'INCHES ABOVE THE GROUND.  IT IS ALMOST ON LINE WITH STATION HOWARD.
 GC0647'
 GC0647'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0647
 GC0647                          STATION RECOVERY (1960)
 GC0647
 GC0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0647'AT NASHVILLE.
 GC0647'TO REACH THE STATION FROM THE INTERSECTION OF HERMITAGE AVE.
 GC0647'AND MIDDLETON STREET (AT THE ENTRANCE TO THE CITY GENERAL HOSPITAL)
 GC0647'GO EAST ON HERMITAGE AVE. FOR 0.45 MILE TO DRIFTWOOD STREET.
 GC0647'TURN LEFT ONTO DRIFTWOOD STREET AND GO 0.25 MILE TO A TRACK
 GC0647'ROAD LEFT.  TURN LEFT, THEN BACK RIGHT, AND GO 0.05 MILE TO A
 GC0647'POWER LINE TRAMSMISSION TOWER.  TURN RIGHT AND GO EAST FOR
 GC0647'0.15 MILE TO THE STATION.  THE STATION MARK IS 200 FT. EAST
 GC0647'OF A TRANSMISSION TOWER, 75 FT. NORTHWEST OF A RAILROAD SPUR LINE,
 GC0647'20 FT. SOUTHWEST OF THE WEST BANK OF A DRAW, AND 6 FT. SOUTHWEST
 GC0647'OF A WITNESS SIGN, BRAZED TO THE TOP OF A 3-INCH STEEL PIPE
 GC0647'THAT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0648 ***********************************************************************
 GC0648  DESIGNATION -  DRIFT RM 1
 GC0648  PID         -  GC0648
 GC0648  STATE/COUNTY-  TN/DAVIDSON
 GC0648  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0648
 GC0648                         *CURRENT SURVEY CONTROL
 GC0648  ___________________________________________________________________
 GC0648* NAD 83(1986)-  36 09 30.     (N)    086 45 24.     (W)     SCALED    
 GC0648* NAVD 88     -       126.190  (meters)     414.01   (feet)  ADJUSTED  
 GC0648  ___________________________________________________________________
 GC0648  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0648  DYNAMIC HT  -         126.082 (meters)     413.65  (feet)  COMP
 GC0648  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0648
 GC0648  VERT ORDER  -  SECOND    CLASS 0
 GC0648
 GC0648.The horizontal coordinates were scaled from a topographic map and have
 GC0648.an estimated accuracy of +/- 6 seconds.
 GC0648
 GC0648.The orthometric height was determined by differential leveling
 GC0648.and adjusted by the National Geodetic Survey in June 1991..
 GC0648
 GC0648.The geoid height was determined by GEOID03.
 GC0648
 GC0648.The dynamic height is computed by dividing the NAVD 88
 GC0648.geopotential number by the normal gravity value computed on the
 GC0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0648.degrees latitude (g = 980.6199 gals.).
 GC0648
 GC0648.The modeled gravity was interpolated from observed gravity values.
 GC0648
 GC0648;                    North         East    Units  Estimated Accuracy
 GC0648;SPC TN       -   202,750.      531,920.      MT  (+/- 180 meters Scaled)
 GC0648
 GC0648                          SUPERSEDED SURVEY CONTROL
 GC0648
 GC0648  NGVD 29 (??/??/92)  126.210  (m)          414.07   (f) ADJ UNCH    2 0
 GC0648
 GC0648.Superseded values are not recommended for survey control.
 GC0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0648.See file dsdata.txt to determine how the superseded data were derived.
 GC0648
 GC0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF218015(NAD 83)
 GC0648_MARKER: DR = REFERENCE MARK DISK
 GC0648_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0648_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0648_STAMPING: DRIFT NO 1 1959
 GC0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0648
 GC0648  HISTORY     - Date     Condition        Report By
 GC0648  HISTORY     - 1959     MONUMENTED       CGS
 GC0648  HISTORY     - 1960     GOOD             NGS
 GC0648
 GC0648                          STATION DESCRIPTION
 GC0648
 GC0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0648'AT NASHVILLE.
 GC0648'THIS MARK IS LOCATED AT THE DRIFT 1959 STATION SITE, 31 FT.
 GC0648'SOUTHWEST OF THE STATION MARK, BRAZED TO THE TOP OF A 3-INCH
 GC0648'STEEL PIPE THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0646 ***********************************************************************
 GC0646  DESIGNATION -  DRIFT RM 2
 GC0646  PID         -  GC0646
 GC0646  STATE/COUNTY-  TN/DAVIDSON
 GC0646  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0646
 GC0646                         *CURRENT SURVEY CONTROL
 GC0646  ___________________________________________________________________
 GC0646* NAD 83(1986)-  36 09 30.     (N)    086 45 24.     (W)     SCALED    
 GC0646* NAVD 88     -       125.993  (meters)     413.36   (feet)  ADJUSTED  
 GC0646  ___________________________________________________________________
 GC0646  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0646  DYNAMIC HT  -         125.885 (meters)     413.01  (feet)  COMP
 GC0646  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0646
 GC0646  VERT ORDER  -  SECOND    CLASS 0
 GC0646
 GC0646.The horizontal coordinates were scaled from a topographic map and have
 GC0646.an estimated accuracy of +/- 6 seconds.
 GC0646
 GC0646.The orthometric height was determined by differential leveling
 GC0646.and adjusted by the National Geodetic Survey in June 1991..
 GC0646
 GC0646.The geoid height was determined by GEOID03.
 GC0646
 GC0646.The dynamic height is computed by dividing the NAVD 88
 GC0646.geopotential number by the normal gravity value computed on the
 GC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0646.degrees latitude (g = 980.6199 gals.).
 GC0646
 GC0646.The modeled gravity was interpolated from observed gravity values.
 GC0646
 GC0646;                    North         East    Units  Estimated Accuracy
 GC0646;SPC TN       -   202,750.      531,920.      MT  (+/- 180 meters Scaled)
 GC0646
 GC0646                          SUPERSEDED SURVEY CONTROL
 GC0646
 GC0646  NGVD 29 (??/??/92)  126.013  (m)          413.43   (f) ADJ UNCH    2 0
 GC0646
 GC0646.Superseded values are not recommended for survey control.
 GC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0646.See file dsdata.txt to determine how the superseded data were derived.
 GC0646
 GC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF218015(NAD 83)
 GC0646_MARKER: DR = REFERENCE MARK DISK
 GC0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0646_STAMPING: DRIFT NO 2 1959
 GC0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0646
 GC0646  HISTORY     - Date     Condition        Report By
 GC0646  HISTORY     - 1959     MONUMENTED       CGS
 GC0646  HISTORY     - 1960     GOOD             NGS
 GC0646
 GC0646                          STATION DESCRIPTION
 GC0646
 GC0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0646'AT NASHVILLE.
 GC0646'THIS MARK IS LOCATED AT THE DRIFT 1959 STATION SITE, 32 FT.
 GC0646'NORTHWEST OF THE STATION MARK, BRAZED TO THE TOP OF A 3-INCH
 GC0646'STEEL PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2562 ***********************************************************************
 GB2562  DESIGNATION -  DRILL
 GB2562  PID         -  GB2562
 GB2562  STATE/COUNTY-  TN/ROANE
 GB2562  USGS QUAD   -  WINDROCK (1975)
 GB2562
 GB2562                         *CURRENT SURVEY CONTROL
 GB2562  ___________________________________________________________________
 GB2562* NAD 83(1995)-  36 02 38.73747(N)    084 21 19.38757(W)     ADJUSTED  
 GB2562* NAVD 88     -       325.3    (meters)    1067.     (feet)  VERTCON   
 GB2562  ___________________________________________________________________
 GB2562  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GB2562  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2562
 GB2562  HORZ ORDER  -  SECOND
 GB2562
 GB2562.The horizontal coordinates were established by classical geodetic methods
 GB2562.and adjusted by the National Geodetic Survey in April 1999..
 GB2562
 GB2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2562
 GB2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2562
 GB2562.The geoid height was determined by GEOID03.
 GB2562
 GB2562;                    North         East     Units Scale Factor Converg.
 GB2562;SPC TN       -   191,052.972   748,188.294   MT  0.99995510   +0 57 46.2
 GB2562;SPC TN       -   626,812.96  2,454,681.09   sFT  0.99995510   +0 57 46.2
 GB2562;UTM  16      - 3,992,075.747   738,246.308   MT  1.00029945   +1 33 24.6
 GB2562
 GB2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2562!SPC TN       -   0.99995368  x   0.99995510  =   0.99990878
 GB2562!UTM  16      -   0.99995368  x   1.00029945  =   1.00025311
 GB2562
 GB2562|---------------------------------------------------------------------|
 GB2562| PID    Reference Object                     Distance      Geod. Az  |
 GB2562|                                                           dddmmss.s |
 GB2562| DB9214 DRILL RM 1                            6.706 METERS 05527     |
 GB2562| GB0749 DRILL AZ MK                                        2131605.9 |
 GB2562| DB9215 DRILL RM 2                           11.730 METERS 23649     |
 GB2562|---------------------------------------------------------------------|
 GB2562
 GB2562                          SUPERSEDED SURVEY CONTROL
 GB2562
 GB2562  NAD 83(1995)-  36 02 38.74459(N)    084 21 19.38743(W) AD(       ) 2
 GB2562  NAD 83(1995)-  36 02 38.74470(N)    084 21 19.38679(W) AD(       ) 2
 GB2562  NAD 83(1986)-  36 02 38.75068(N)    084 21 19.38555(W) AD(       ) 2
 GB2562  NAD 27      -  36 02 38.47179(N)    084 21 19.64891(W) AD(       ) 2
 GB2562  NGVD 29 (07/19/86)  325.4    (m)         1068.     (f) VERT ANG       
 GB2562
 GB2562.Superseded values are not recommended for survey control.
 GB2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2562.See file dsdata.txt to determine how the superseded data were derived.
 GB2562
 GB2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3824692076(NAD 83)
 GB2562_MARKER: DD = SURVEY DISK
 GB2562_SETTING: 66 = SET IN ROCK OUTCROP
 GB2562_SP_SET: SET INTO DRILL HOLE IN OUTCROP
 GB2562_STAMPING: DRILL 1964
 GB2562_MARK LOGO: TNHD  
 GB2562
 GB2562  HISTORY     - Date     Condition        Report By
 GB2562  HISTORY     - 1965     MONUMENTED       TNHD
 GB2562
 GB2562                          STATION DESCRIPTION
 GB2562
 GB2562'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2562'THE STATION IS LOCATED ABOUT 0.7 MILE SOUTHWEST OF DOWNTOWN OLIVER
 GB2562'SPRINGS.
 GB2562'
 GB2562'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2562'ROUTE 61 IN OLIVER
 GB2562'SPRINGS, GO 0.4 MILE SOUTHWEST ON STATE ROUTE 61 TO A PAVED
 GB2562'ROAD CENTRAL AVE.  ON THE
 GB2562'RIGHT, TURN RIGHT, NORTHWEST, AND GO 0.05
 GB2562'MILE TO THE INTERSECTION OF A PAVED ROAD,
 GB2562'TURN LEFT, SOUTHWEST, AND
 GB2562'GO 0.2 MILE TO THE WHITE FRAME HOUSE OF C.  ATKINSON ON THE
 GB2562'RIGHT AND ETT.
 GB2562'FROM THE HOUSE PACK UPHILL, NORTHWEST, FOR ABOUT 5 MINUTES TO
 GB2562'THE TOP OF A LARGE
 GB2562'OUTCROPPING ROCK BLUFF AND THE STATION.
 GB2562'
 GB2562'THE STATION MARK IS 23 FEET SOUTHWEST OF A WITNESS POST NAILED TO THE
 GB2562'LIMB OF A TREE AND 3
 GB2562'FEET NORTHWEST OF THE EDGE OF THE BLUFF.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY
 GB2562'DEPARTMENT DISK CEMENTED FLUSH IN A
 GB2562'DRILLED HOLE IN OUTCROPPING ROCK AND THE DISK
 GB2562'IS STAMPED DRILL 1964.
 GB2562'NO UNDERGROUND MARK WAS ESTABLISHED FOR THIS STATION.
 GB2562'
 GB2562'REFERENCE MARK NO. 1 IS 7.5 FEET SOUTHEAST OF A WITNESS POST NAILED
 GB2562'TO THE TREE LIMB, 4
 GB2562'FEET HIGHER THAN THE STATION AND 3 FEET NORTHWEST OF THE
 GB2562'EDGE OF THE BLUFF.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2562'DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GB2562'OUTCROPPING ROCK AND THE
 GB2562'DISK IS STAMPED DRILL RM-1 1964.
 GB2562'
 GB2562'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY
 GB2562'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GB2562'OUTCROPPING ROCK AND THE DISK IS
 GB2562'STAMPED DRILL RM-2 1964.
 GB2562'
 GB2562'THE AZIMUTH MARK IS 18 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB2562'ROUTE 61 AND 1 FOOT
 GB2562'NORTHEAST OF THE WEST END OF THE NORTH HEADWALL OF A
 GB2562'12-INCH CULVERT.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2562'CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GB2562'HEADWALL AND THE DISK IS
 GB2562'STAMPED DRILL AZI 1964.
 GB2562'
 GB2562'TO REACH THE AZIMUTH MARK,* CONTINUE STRAIGHT AHEAD ON STATE ROUTE 61
 GB2562'FOR 1.15 MILES SOUTHWEST TO
 GB2562'THE MARK ON THE RIGHT AS DESCRIBED.
 GB2562'
 GB2562'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0749 ***********************************************************************
 GB0749  DESIGNATION -  DRILL AZ MK
 GB0749  PID         -  GB0749
 GB0749  STATE/COUNTY-  TN/ROANE
 GB0749  USGS QUAD   -  WINDROCK (1975)
 GB0749
 GB0749                         *CURRENT SURVEY CONTROL
 GB0749  ___________________________________________________________________
 GB0749* NAD 83(1986)-  36 01 55.     (N)    084 21 55.     (W)     SCALED    
 GB0749* NAVD 88     -       254.763  (meters)     835.83   (feet)  ADJUSTED  
 GB0749  ___________________________________________________________________
 GB0749  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB0749  DYNAMIC HT  -         254.532 (meters)     835.08  (feet)  COMP
 GB0749  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GB0749
 GB0749  VERT ORDER  -  SECOND    CLASS 0
 GB0749
 GB0749.The horizontal coordinates were scaled from a topographic map and have
 GB0749.an estimated accuracy of +/- 6 seconds.
 GB0749
 GB0749.The orthometric height was determined by differential leveling
 GB0749.and adjusted by the National Geodetic Survey in June 1991..
 GB0749
 GB0749.The geoid height was determined by GEOID03.
 GB0749
 GB0749.The dynamic height is computed by dividing the NAVD 88
 GB0749.geopotential number by the normal gravity value computed on the
 GB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0749.degrees latitude (g = 980.6199 gals.).
 GB0749
 GB0749.The modeled gravity was interpolated from observed gravity values.
 GB0749
 GB0749;                    North         East    Units  Estimated Accuracy
 GB0749;SPC TN       -   189,690.      747,320.      MT  (+/- 180 meters Scaled)
 GB0749
 GB0749                          SUPERSEDED SURVEY CONTROL
 GB0749
 GB0749  NGVD 29 (??/??/??)  254.93   (m)          836.4    (f) RESET       3  
 GB0749
 GB0749.Superseded values are not recommended for survey control.
 GB0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0749.See file dsdata.txt to determine how the superseded data were derived.
 GB0749
 GB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE373907(NAD 83)
 GB0749_MARKER: DZ = AZIMUTH MARK DISK
 GB0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0749_SP_SET: CULVERT
 GB0749_STAMPING: DRILL AZI 1965
 GB0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0749
 GB0749  HISTORY     - Date     Condition        Report By
 GB0749  HISTORY     - 1965     MONUMENTED       TNHD
 GB0749  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0749
 GB0749                          STATION DESCRIPTION
 GB0749
 GB0749'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0749'1.6 MI SW FROM OLIVER SPRINGS.
 GB0749'FROM THE JUNCTION OF STATE ROUTE 62 AND STATE ROUTE 61 IN OLIVER
 GB0749'SPRINGS, GO 1.6 MILE SOUTHWEST ON STATE ROUTE 61 TO THE MARK ON
 GB0749'THE RIGHT, 18 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB0749'61 AND 1 FOOT NORTHEAST OF THE WEST END OF THE NORTH HEADWALL
 GB0749'OF A 12-INCH CULVERT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0749'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE HEADWALL,
 GB0749'STAMPED DRILL AZI 1965.
 GB0749
 GB0749                          STATION RECOVERY (1967)
 GB0749
 GB0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0345 ***********************************************************************
 GC0345  DESIGNATION -  DRIVE
 GC0345  PID         -  GC0345
 GC0345  STATE/COUNTY-  TN/SUMNER
 GC0345  USGS QUAD   -  LAGUARDO (1983)
 GC0345
 GC0345                         *CURRENT SURVEY CONTROL
 GC0345  ___________________________________________________________________
 GC0345* NAD 83(1986)-  36 21 45.     (N)    086 29 40.     (W)     SCALED    
 GC0345* NAVD 88     -       161.490  (meters)     529.82   (feet)  ADJUSTED  
 GC0345  ___________________________________________________________________
 GC0345  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0345  DYNAMIC HT  -         161.356 (meters)     529.38  (feet)  COMP
 GC0345  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0345
 GC0345  VERT ORDER  -  SECOND    CLASS 0
 GC0345
 GC0345.The horizontal coordinates were scaled from a topographic map and have
 GC0345.an estimated accuracy of +/- 6 seconds.
 GC0345
 GC0345.The orthometric height was determined by differential leveling
 GC0345.and adjusted by the National Geodetic Survey in June 1991..
 GC0345
 GC0345.The geoid height was determined by GEOID03.
 GC0345
 GC0345.The dynamic height is computed by dividing the NAVD 88
 GC0345.geopotential number by the normal gravity value computed on the
 GC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0345.degrees latitude (g = 980.6199 gals.).
 GC0345
 GC0345.The modeled gravity was interpolated from observed gravity values.
 GC0345
 GC0345;                    North         East    Units  Estimated Accuracy
 GC0345;SPC TN       -   225,250.      555,630.      MT  (+/- 180 meters Scaled)
 GC0345
 GC0345                          SUPERSEDED SURVEY CONTROL
 GC0345
 GC0345  NGVD 29 (??/??/92)  161.563  (m)          530.06   (f) ADJ UNCH    2 0
 GC0345
 GC0345.Superseded values are not recommended for survey control.
 GC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0345.See file dsdata.txt to determine how the superseded data were derived.
 GC0345
 GC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF453242(NAD 83)
 GC0345_MARKER: DD = SURVEY DISK
 GC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0345_STAMPING: DRIVE 1961
 GC0345_MARK LOGO: TNHD  
 GC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0345+STABILITY: SURFACE MOTION
 GC0345
 GC0345  HISTORY     - Date     Condition        Report By
 GC0345  HISTORY     - 1961     MONUMENTED       TNHD
 GC0345
 GC0345                          STATION DESCRIPTION
 GC0345
 GC0345'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0345'3.2 MI SW FROM GALLATIN.
 GC0345'FROM THE COURTHOUSE AT GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0345'FOR 3.2 MILES TO THE STATION ON THE LEFT.  THE MARK IS 55 FEET
 GC0345'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 49 FEET NORTHWEST
 GC0345'OF A 48-INCH HACKBERRY TREE, 16 FEET NORTHWEST OF A FENCE, AND
 GC0345'15.1 FEET WEST OF A WITNESS POST, AND SET IN A 10-INCH SQUARE,
 GC0345'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2179 ***********************************************************************
 GC2179  DESIGNATION -  DRIVE
 GC2179  PID         -  GC2179
 GC2179  STATE/COUNTY-  TN/SUMNER
 GC2179  USGS QUAD   -  LAGUARDO (1983)
 GC2179
 GC2179                         *CURRENT SURVEY CONTROL
 GC2179  ___________________________________________________________________
 GC2179* NAD 83(1995)-  36 21 45.78467(N)    086 29 39.49593(W)     ADJUSTED  
 GC2179* NAVD 88     -       161.48   (+/-2cm)     529.8    (feet)  VERTCON   
 GC2179  ___________________________________________________________________
 GC2179  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GC2179  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2179
 GC2179  HORZ ORDER  -  SECOND
 GC2179  VERT ORDER  -  THIRD ? (See Below)
 GC2179
 GC2179.The horizontal coordinates were established by classical geodetic methods
 GC2179.and adjusted by the National Geodetic Survey in April 1999..
 GC2179
 GC2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2179.The vertical order pertains to the NGVD 29 superseded value.
 GC2179
 GC2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2179
 GC2179.The geoid height was determined by GEOID03.
 GC2179
 GC2179;                    North         East     Units Scale Factor Converg.
 GC2179;SPC TN       -   225,274.247   555,637.268   MT  0.99999088   -0 17 21.8
 GC2179;SPC TN       -   739,087.26  1,822,953.27   sFT  0.99999088   -0 17 21.8
 GC2179;UTM  16      - 4,024,299.103   545,367.692   MT  0.99962536   +0 17 59.4
 GC2179
 GC2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2179!SPC TN       -   0.99997927  x   0.99999088  =   0.99997015
 GC2179!UTM  16      -   0.99997927  x   0.99962536  =   0.99960464
 GC2179
 GC2179:                Primary Azimuth Mark                     Grid Az
 GC2179:SPC TN       -  DRIVE AZ MK                              047 24 53.7
 GC2179:UTM  16      -  DRIVE AZ MK                              046 49 32.5
 GC2179
 GC2179|---------------------------------------------------------------------|
 GC2179| PID    Reference Object                     Distance      Geod. Az  |
 GC2179|                                                           dddmmss.s |
 GC2179| GC0344 DRIVE AZ MK                                        0470731.9 |
 GC2179| GC0346 DRIVE RM 1                           23.567 METERS 05423     |
 GC2179| GC2184 GALLATIN MUNICIPAL TANK             APPROX. 5.1 KM 0551121.1 |
 GC2179| GC2183 GALLATIN HOSPITAL WATER TANK        APPROX. 5.6 KM 0634830.5 |
 GC2179| GC2185 GALLATIN TEMPCO DISPATCH MAST       APPROX. 9.1 KM 0643708.1 |
 GC2179| GC2186 GALLATIN TN HWY DISPATCH MAST       APPROX. 8.8 KM 0644756.8 |
 GC2179| GC0347 DRIVE RM 2                           26.908 METERS 22542     |
 GC2179|---------------------------------------------------------------------|
 GC2179
 GC2179                          SUPERSEDED SURVEY CONTROL
 GC2179
 GC2179  NAD 83(1995)-  36 21 45.78605(N)    086 29 39.49742(W) AD(       ) 2
 GC2179  NAD 83(1995)-  36 21 45.79163(N)    086 29 39.50039(W) AD(       ) 2
 GC2179  NAD 83(1986)-  36 21 45.79391(N)    086 29 39.50034(W) AD(       ) 2
 GC2179  NAD 27      -  36 21 45.62950(N)    086 29 39.51880(W) AD(       ) 2
 GC2179  NGVD 29 (07/19/86)  161.56   (m)          530.1    (f) LEVELING    3  
 GC2179
 GC2179.Superseded values are not recommended for survey control.
 GC2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2179.See file dsdata.txt to determine how the superseded data were derived.
 GC2179
 GC2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4536824299(NAD 83)
 GC2179_MARKER: DD = SURVEY DISK
 GC2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2179
 GC2179  HISTORY     - Date     Condition        Report By
 GC2179  HISTORY     - 1961     MONUMENTED       TNHD
 GC2179
 GC2179                          STATION DESCRIPTION
 GC2179
 GC2179'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2179'THE STATION IS ABOUT 3.2 MILES SOUTHWEST OF GALLATIN.
 GC2179'
 GC2179'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON
 GC2179'U.S. HIGHWAY 31E FOR 3.2 MILES TO THE STATION ON THE LEFT AS
 GC2179'DESCRIBED.
 GC2179'
 GC2179'THE STATION IS 55 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GC2179'HIGHWAY 31E, 49 FEET NORTHWEST OF A 48-INCH HACKBERRY TREE, 16 FEET
 GC2179'NORTHWEST OF A FENCE, AND 15.1 FEET WEST OF A WITNESS POST.  THE
 GC2179'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2179'DEPARTMENT DISKS STAMPED DRIVE 1961.  THE UNDERGROUND MARK IS ABOUT 30
 GC2179'INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC2179'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2179'
 GC2179'REFERENCE MARK NO. 1 IS 63 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GC2179'OF U.S. HIGHWAY 31E, 10 FEET SOUTHWEST OF A TELEPHONE POLE
 GC2179'AND 7 FEET WEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2179'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2179'AND THE DISK IS STAMPED DRIVE RM-1 1961.
 GC2179'
 GC2179'REFERENCE MARK NO. 2 IS 59 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GC2179'OF U.S. HIGHWAY 31E, 48 FEET SOUTHWEST OF A 48-INCH HACKBERRY TREE
 GC2179'AND 11 FEET NORTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC2179'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, FLUSH, CONCRETE
 GC2179'MONUMENT, AND THE DISK IS STAMPED DRIVE RM-2 1961.
 GC2179'
 GC2179'THE AZIMUTH MARK IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC2179'U.S. HIGHWAY 31E AND 5 FEET SOUTHEAST OF THE CORNER OF A BRIDGE.
 GC2179'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC2179'FLUSH IN A DRILLED HOLE, IN THE SIDEWALK OF THE BRIDGE AND THE DISK
 GC2179'IS STAMPED DRIVE AZI 1961.
 GC2179'
 GC2179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 GC2179'HIGHWAY 31E FOR 0.7 MILE TO A BRIDGE AND THE MARK ON THE LEFT AS
 GC2179'DESCRIBED.
 GC2179'
 GC2179'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0344 ***********************************************************************
 GC0344  DESIGNATION -  DRIVE AZ MK
 GC0344  PID         -  GC0344
 GC0344  STATE/COUNTY-  TN/SUMNER
 GC0344  USGS QUAD   -  LAGUARDO (1983)
 GC0344
 GC0344                         *CURRENT SURVEY CONTROL
 GC0344  ___________________________________________________________________
 GC0344* NAD 83(1986)-  36 22 09.     (N)    086 29 07.     (W)     SCALED    
 GC0344* NAVD 88     -       141.407  (meters)     463.93   (feet)  ADJUSTED  
 GC0344  ___________________________________________________________________
 GC0344  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0344  DYNAMIC HT  -         141.290 (meters)     463.55  (feet)  COMP
 GC0344  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GC0344
 GC0344  VERT ORDER  -  SECOND    CLASS 0
 GC0344
 GC0344.The horizontal coordinates were scaled from a topographic map and have
 GC0344.an estimated accuracy of +/- 6 seconds.
 GC0344
 GC0344.The orthometric height was determined by differential leveling
 GC0344.and adjusted by the National Geodetic Survey in June 1991..
 GC0344
 GC0344.The geoid height was determined by GEOID03.
 GC0344
 GC0344.The dynamic height is computed by dividing the NAVD 88
 GC0344.geopotential number by the normal gravity value computed on the
 GC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0344.degrees latitude (g = 980.6199 gals.).
 GC0344
 GC0344.The modeled gravity was interpolated from observed gravity values.
 GC0344
 GC0344;                    North         East    Units  Estimated Accuracy
 GC0344;SPC TN       -   225,990.      556,450.      MT  (+/- 180 meters Scaled)
 GC0344
 GC0344                          SUPERSEDED SURVEY CONTROL
 GC0344
 GC0344  NGVD 29 (??/??/??)  141.51   (m)          464.3    (f) RESET       3  
 GC0344
 GC0344.Superseded values are not recommended for survey control.
 GC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0344.See file dsdata.txt to determine how the superseded data were derived.
 GC0344
 GC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461250(NAD 83)
 GC0344_MARKER: DD = SURVEY DISK
 GC0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0344_SP_SET: BRIDGE
 GC0344_STAMPING: DRIVE AZI 1961
 GC0344_MARK LOGO: TNHD  
 GC0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0344
 GC0344  HISTORY     - Date     Condition        Report By
 GC0344  HISTORY     - 1961     MONUMENTED       TNHD
 GC0344
 GC0344                          STATION DESCRIPTION
 GC0344
 GC0344'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0344'2.5 MI SW FROM GALLATIN.
 GC0344'FROM THE COURTHOUSE AT GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0344'FOR 2.5 MILES TO THE STATION ON THE RIGHT.  THE MARK IS 31 FEET
 GC0344'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 5 FEET SOUTHEAST
 GC0344'OF THE CORNER OF A BRIDGE, AND CEMENTED FLUSH IN A DRILLED HOLE
 GC0344'IN THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0346 ***********************************************************************
 GC0346  DESIGNATION -  DRIVE RM 1
 GC0346  PID         -  GC0346
 GC0346  STATE/COUNTY-  TN/SUMNER
 GC0346  USGS QUAD   -  LAGUARDO (1983)
 GC0346
 GC0346                         *CURRENT SURVEY CONTROL
 GC0346  ___________________________________________________________________
 GC0346* NAD 83(1986)-  36 21 45.     (N)    086 29 40.     (W)     SCALED    
 GC0346* NAVD 88     -       161.550  (meters)     530.02   (feet)  ADJUSTED  
 GC0346  ___________________________________________________________________
 GC0346  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0346  DYNAMIC HT  -         161.416 (meters)     529.58  (feet)  COMP
 GC0346  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0346
 GC0346  VERT ORDER  -  SECOND    CLASS 0
 GC0346
 GC0346.The horizontal coordinates were scaled from a topographic map and have
 GC0346.an estimated accuracy of +/- 6 seconds.
 GC0346
 GC0346.The orthometric height was determined by differential leveling
 GC0346.and adjusted by the National Geodetic Survey in June 1991..
 GC0346
 GC0346.The geoid height was determined by GEOID03.
 GC0346
 GC0346.The dynamic height is computed by dividing the NAVD 88
 GC0346.geopotential number by the normal gravity value computed on the
 GC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0346.degrees latitude (g = 980.6199 gals.).
 GC0346
 GC0346.The modeled gravity was interpolated from observed gravity values.
 GC0346
 GC0346;                    North         East    Units  Estimated Accuracy
 GC0346;SPC TN       -   225,250.      555,630.      MT  (+/- 180 meters Scaled)
 GC0346
 GC0346                          SUPERSEDED SURVEY CONTROL
 GC0346
 GC0346  NGVD 29 (??/??/92)  161.623  (m)          530.26   (f) ADJ UNCH    2 0
 GC0346
 GC0346.Superseded values are not recommended for survey control.
 GC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0346.See file dsdata.txt to determine how the superseded data were derived.
 GC0346
 GC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF453242(NAD 83)
 GC0346_MARKER: DD = SURVEY DISK
 GC0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0346_STAMPING: DRIVE RM-1 1961
 GC0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0346+STABILITY: SURFACE MOTION
 GC0346
 GC0346  HISTORY     - Date     Condition        Report By
 GC0346  HISTORY     - 1961     MONUMENTED       TNHD
 GC0346
 GC0346                          STATION DESCRIPTION
 GC0346
 GC0346'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0346'3.2 MI SW FROM GALLATIN.
 GC0346'THIS MARK IS LOCATED AT THE DRIVE 1961 STATION SITE, 63 FEET
 GC0346'SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 31E, 10 FEET SOUTHWEST OF
 GC0346'A TELEPHONE POLE AND 7 FEET WEST OF A FENCE.  THE MARK IS 77.3
 GC0346'FEET NORTHEAST OF THE STATION, AND SET IN A 10-INCH SQUARE,
 GC0346'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0347 ***********************************************************************
 GC0347  DESIGNATION -  DRIVE RM 2
 GC0347  PID         -  GC0347
 GC0347  STATE/COUNTY-  TN/SUMNER
 GC0347  USGS QUAD   -  LAGUARDO (1983)
 GC0347
 GC0347                         *CURRENT SURVEY CONTROL
 GC0347  ___________________________________________________________________
 GC0347* NAD 83(1986)-  36 21 45.     (N)    086 29 40.     (W)     SCALED    
 GC0347* NAVD 88     -       162.095  (meters)     531.81   (feet)  ADJUSTED  
 GC0347  ___________________________________________________________________
 GC0347  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0347  DYNAMIC HT  -         161.960 (meters)     531.36  (feet)  COMP
 GC0347  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0347
 GC0347  VERT ORDER  -  SECOND    CLASS 0
 GC0347
 GC0347.The horizontal coordinates were scaled from a topographic map and have
 GC0347.an estimated accuracy of +/- 6 seconds.
 GC0347
 GC0347.The orthometric height was determined by differential leveling
 GC0347.and adjusted by the National Geodetic Survey in June 1991..
 GC0347
 GC0347.The geoid height was determined by GEOID03.
 GC0347
 GC0347.The dynamic height is computed by dividing the NAVD 88
 GC0347.geopotential number by the normal gravity value computed on the
 GC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0347.degrees latitude (g = 980.6199 gals.).
 GC0347
 GC0347.The modeled gravity was interpolated from observed gravity values.
 GC0347
 GC0347;                    North         East    Units  Estimated Accuracy
 GC0347;SPC TN       -   225,250.      555,630.      MT  (+/- 180 meters Scaled)
 GC0347
 GC0347                          SUPERSEDED SURVEY CONTROL
 GC0347
 GC0347  NGVD 29 (??/??/92)  162.168  (m)          532.05   (f) ADJ UNCH    2 0
 GC0347
 GC0347.Superseded values are not recommended for survey control.
 GC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0347.See file dsdata.txt to determine how the superseded data were derived.
 GC0347
 GC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF453242(NAD 83)
 GC0347_MARKER: DD = SURVEY DISK
 GC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0347_STAMPING: DRIVE RM-2 1961
 GC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0347+STABILITY: SURFACE MOTION
 GC0347
 GC0347  HISTORY     - Date     Condition        Report By
 GC0347  HISTORY     - 1961     MONUMENTED       TNHD
 GC0347
 GC0347                          STATION DESCRIPTION
 GC0347
 GC0347'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0347'3.2 MI SW FROM GALLATIN.
 GC0347'THIS MARK IS LOCATED AT THE DRIVE 1961 STATION SITE, 59 FEET
 GC0347'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 48 FEET SOUTHWEST
 GC0347'OF A 48-INCH HACKBERRY TREE AND 11 FEET NORTHWEST OF A FENCE.
 GC0347'THE MARK IS 88.3 FEET SOUTHWEST OF THE STATION, AND SET IN A
 GC0347'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0283 ***********************************************************************
 FC0283  DESIGNATION -  DRY
 FC0283  PID         -  FC0283
 FC0283  STATE/COUNTY-  TN/LOUDON
 FC0283  USGS QUAD   -  PHILADELPHIA (1974)
 FC0283
 FC0283                         *CURRENT SURVEY CONTROL
 FC0283  ___________________________________________________________________
 FC0283* NAD 83(1995)-  35 43 51.61489(N)    084 23 48.55509(W)     ADJUSTED  
 FC0283* NAVD 88     -       267.900  (meters)     878.94   (feet)  ADJUSTED  
 FC0283  ___________________________________________________________________
 FC0283  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FC0283  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0283  DYNAMIC HT  -         267.644 (meters)     878.10  (feet)  COMP
 FC0283  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0283
 FC0283  HORZ ORDER  -  SECOND
 FC0283  VERT ORDER  -  SECOND    CLASS 0
 FC0283
 FC0283.The horizontal coordinates were established by classical geodetic methods
 FC0283.and adjusted by the National Geodetic Survey in April 1999..
 FC0283
 FC0283.The orthometric height was determined by differential leveling
 FC0283.and adjusted by the National Geodetic Survey in June 1991..
 FC0283
 FC0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0283
 FC0283.The geoid height was determined by GEOID03.
 FC0283
 FC0283.The dynamic height is computed by dividing the NAVD 88
 FC0283.geopotential number by the normal gravity value computed on the
 FC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0283.degrees latitude (g = 980.6199 gals.).
 FC0283
 FC0283.The modeled gravity was interpolated from observed gravity values.
 FC0283
 FC0283;                    North         East     Units Scale Factor Converg.
 FC0283;SPC TN       -   156,257.959   745,024.101   MT  0.99995001   +0 56 18.8
 FC0283;SPC TN       -   512,656.32  2,444,299.90   sFT  0.99995001   +0 56 18.8
 FC0283;UTM  16      - 3,957,238.205   735,438.496   MT  1.00028311   +1 31 15.3
 FC0283
 FC0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0283!SPC TN       -   0.99996275  x   0.99995001  =   0.99991276
 FC0283!UTM  16      -   0.99996275  x   1.00028311  =   1.00024585
 FC0283
 FC0283|---------------------------------------------------------------------|
 FC0283| PID    Reference Object                     Distance      Geod. Az  |
 FC0283|                                                           dddmmss.s |
 FC0283| FC0281 DRY RM 1                              8.287 METERS 00154     |
 FC0283| FC1672 JAMES                               APPROX. 2.5 KM 2380850.7 |
 FC0283| DE5090 DRY AZ MK                                          2473518.7 |
 FC0283| FC0282 DRY RM 2                              7.757 METERS 27247     |
 FC0283|---------------------------------------------------------------------|
 FC0283
 FC0283                          SUPERSEDED SURVEY CONTROL
 FC0283
 FC0283  NAD 83(1995)-  35 43 51.62162(N)    084 23 48.55468(W) AD(       ) 2
 FC0283  NAD 83(1986)-  35 43 51.62677(N)    084 23 48.55306(W) AD(       ) 2
 FC0283  NAD 27      -  35 43 51.36070(N)    084 23 48.81220(W) AD(       ) 2
 FC0283  NGVD 29 (??/??/92)  267.993  (m)          879.24   (f) ADJ UNCH    2 0
 FC0283
 FC0283.Superseded values are not recommended for survey control.
 FC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0283.See file dsdata.txt to determine how the superseded data were derived.
 FC0283
 FC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3543857238(NAD 83)
 FC0283_MARKER: DE = TRAVERSE STATION DISK
 FC0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0283_STAMPING: DRY 1961
 FC0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0283+STABILITY: SURFACE MOTION
 FC0283
 FC0283  HISTORY     - Date     Condition        Report By
 FC0283  HISTORY     - 1961     MONUMENTED       CGS
 FC0283  HISTORY     - 1961     GOOD             CGS
 FC0283  HISTORY     - 1965     GOOD             LOCSUR
 FC0283  HISTORY     - 1969     GOOD             CGS
 FC0283
 FC0283                          STATION DESCRIPTION
 FC0283
 FC0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0283'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LOUDON AND ABOUT 4
 FC0283'MILES NORTH OF PHILADELPHIA.
 FC0283'
 FC0283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0283'HIGHWAY 72, SOUTH OF THE BUSINESS DISTRICT IN LOUDON, GO WEST
 FC0283'ON STATE HIGHWAY 72 FOR 2.65 MILES TO A T ROAD ON THE LEFT, TURN LEFT
 FC0283'AND GO 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.8 MILE TO THE
 FC0283'STATION ON THE LEFT.
 FC0283'
 FC0283'THE STATION IS 14 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.6
 FC0283'FEET WEST OF A WITNESS POST AND SET IN A FENCE LINE.  IT IS A
 FC0283'STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED DRY 1961.
 FC0283'
 FC0283'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE CENTER OF A GRAVELED
 FC0283'ROAD. IT IS A STANDARD DISK, FLUSH, AND IS STAMPED DRY NO. 1
 FC0283'1961.
 FC0283'
 FC0283'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FC0283'ROAD AND 1 FOOT NORTH OF THE FENCE LINE. IT IS A STANDARD DISK,
 FC0283'FLUSH, AND IS STAMPED DRY NO. 2 1961.
 FC0283'
 FC0283'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 3
 FC0283'FEET NORTHEAST OF A LONE OAK TREE AND 1.8 FEET SOUTHEAST OF A
 FC0283'WITNESS POST. IT IS A STANDARD DISK, PROJECTING 2 INCHES, AND IS
 FC0283'STAMPED DRY 1961.
 FC0283'
 FC0283'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVELED
 FC0283'ROAD FOR 0.25 MILE TO THE AZIMUTH ON THE LEFT.
 FC0283'
 FC0283'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC0283
 FC0283                          STATION RECOVERY (1961)
 FC0283
 FC0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0283'4.4 MI W FROM LOUDON.
 FC0283'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILES WEST
 FC0283'ON THE SOUTHERN RAILWAY TO AN OVERPASS, THEN GO 2.6 MILES
 FC0283'NORTHWEST ON STATE HIGHWAY 72 TO A T JUNCTION, THEN GO 0.5
 FC0283'MILE SOUTH ON A GRAVELED ROAD, THEN 0.8 MILE WEST ON A GRAVELED
 FC0283'ROAD.  THE STATION MARK IS 14 FT. SOUTH OF THE CENTER OF THE
 FC0283'GRAVELED ROAD, 2.6 FT. WEST OF A WITNESS SIGN AND SET IN A
 FC0283'FENCE LINE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FC0283'WITH THE GROUND AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 FC0283
 FC0283                          STATION RECOVERY (1965)
 FC0283
 FC0283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965 (BHL)
 FC0283'LETTER OF B. H. LYON, UNITED AERIAL MAP, SAN ANTONIO, TEX. DATED
 FC0283'OCT. 18/65--STATION WAS RECOVERED IN GOOD CONDITION.
 FC0283
 FC0283                          STATION RECOVERY (1969)
 FC0283
 FC0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0283'THIS STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FC0283'WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 FC0283'AZIMUTH MARK HAS BEEN DESTROYED BY COUNTY ROAD GRADING EQUIPMENT AND
 FC0283'THE DISK WAS REMOVED.
 FC0283'
 FC0283'THIS ENTIRE STATION WILL EVENTUALLY BE DESTROYED BY CONSTRUCTION OF
 FC0283'A LARGE INTERCHANGE ALONG INTERSTATE ROUTE 75.  THERE IS NO POSSIBLE
 FC0283'PLACE TO MOVE THIS STATION EXCEPT ON THE SAME HILL AS IS THE SITE
 FC0283'FOR TRAVERSE STATION TS Z2 1961.  THE ORIGINAL TEMPORARY TRAVERSE
 FC0283'STATION TS Z2 1961 HAS NOW BEEN MADE A PERMANENT STATION AND WILL
 FC0283'SERVE FOR FUTURE CONTROL IN THE AREA WHEN DRY 1961 IS DESTROYED.
 FC0283'SEE DESCRIPTION FOR TS Z2 1961 1969.
 FC0283'
 FC0283'STATION DRY 1961 AND ITS REFERENCE MARKS ARE ALL BENCH MARKS, AND AS
 FC0283'THE STATION IS STILL BEING USED FOR BOTH HORIZONTAL AND VERTICAL
 FC0283'CONTROL FOR LOCATION SURVEYS BEING PERFORMED, THE STATION AND MARKS
 FC0283'WILL NOT BE DESTROYED UNTIL ACTUAL CONSTRUCTION BEGINS, AT WHICH
 FC0283'TIME THE DISK WILL BE RECLAIMED AND RECOVERY NOTES FOR THEIR
 FC0283'DESTRUCTION WRITTEN.
 FC0283'
 FC0283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FC0283'SOUTHWEST OF LOUDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0663 ***********************************************************************
 FE0663  DESIGNATION -  DRY
 FE0663  PID         -  FE0663
 FE0663  STATE/COUNTY-  TN/HENDERSON
 FE0663  USGS QUAD   -  JUNO (1980)
 FE0663
 FE0663                         *CURRENT SURVEY CONTROL
 FE0663  ___________________________________________________________________
 FE0663* NAD 83(1995)-  35 44 28.58892(N)    088 34 29.55920(W)     ADJUSTED  
 FE0663* NAVD 88     -       172.315  (meters)     565.34   (feet)  ADJUSTED  
 FE0663  ___________________________________________________________________
 FE0663  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE0663  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0663  DYNAMIC HT  -         172.162 (meters)     564.83  (feet)  COMP
 FE0663  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0663
 FE0663  HORZ ORDER  -  THIRD
 FE0663  VERT ORDER  -  SECOND    CLASS 0
 FE0663
 FE0663.The horizontal coordinates were established by classical geodetic methods
 FE0663.and adjusted by the National Geodetic Survey in April 1999..
 FE0663
 FE0663.The orthometric height was determined by differential leveling
 FE0663.and adjusted by the National Geodetic Survey in June 1991..
 FE0663
 FE0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0663
 FE0663.The geoid height was determined by GEOID03.
 FE0663
 FE0663.The dynamic height is computed by dividing the NAVD 88
 FE0663.geopotential number by the normal gravity value computed on the
 FE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0663.degrees latitude (g = 980.6199 gals.).
 FE0663
 FE0663.The modeled gravity was interpolated from observed gravity values.
 FE0663
 FE0663;                    North         East     Units Scale Factor Converg.
 FE0663;SPC TN       -   159,273.265   367,122.179   MT  0.99994971   -1 30 26.8
 FE0663;SPC TN       -   522,549.04  1,204,466.68   sFT  0.99994971   -1 30 26.8
 FE0663;UTM  16      - 3,956,396.057   357,592.108   MT  0.99984990   -0 55 12.3
 FE0663
 FE0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0663!SPC TN       -   0.99997738  x   0.99994971  =   0.99992710
 FE0663!UTM  16      -   0.99997738  x   0.99984990  =   0.99982729
 FE0663
 FE0663:                Primary Azimuth Mark                     Grid Az
 FE0663:SPC TN       -  DRY AZ MK                                124 54 13.6
 FE0663:UTM  16      -  DRY AZ MK                                124 18 59.1
 FE0663
 FE0663|---------------------------------------------------------------------|
 FE0663| PID    Reference Object                     Distance      Geod. Az  |
 FE0663|                                                           dddmmss.s |
 FE0663| CG3953 DRY AZ MK                                          1232346.8 |
 FE0663| FE0664 DRY 2                                12.797 METERS 12324     |
 FE0663| FE0665 DRY RM 1                             25.423 METERS 19910     |
 FE0663| FE0657 LAW                                 APPROX. 2.7 KM 2374227.2 |
 FE0663| FE0662 DRY RM 2                             22.402 METERS 26903     |
 FE0663|---------------------------------------------------------------------|
 FE0663
 FE0663                          SUPERSEDED SURVEY CONTROL
 FE0663
 FE0663  NAD 83(1995)-  35 44 28.59262(N)    088 34 29.56568(W) AD(       ) 3
 FE0663  NAD 83(1986)-  35 44 28.60000(N)    088 34 29.56033(W) AD(       ) 3
 FE0663  NAD 27      -  35 44 28.35790(N)    088 34 29.36900(W) AD(       ) 3
 FE0663  NGVD 29 (??/??/??)  172.343  (m)          565.43   (f) ADJUSTED    2 0
 FE0663
 FE0663.Superseded values are not recommended for survey control.
 FE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0663.See file dsdata.txt to determine how the superseded data were derived.
 FE0663
 FE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5759256396(NAD 83)
 FE0663_MARKER: DS = TRIANGULATION STATION DISK
 FE0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0663_STAMPING: DRY 1959
 FE0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0663+STABILITY: SURFACE MOTION
 FE0663
 FE0663  HISTORY     - Date     Condition        Report By
 FE0663  HISTORY     - 1959     MONUMENTED       CGS
 FE0663  HISTORY     - 1959     GOOD             CGS
 FE0663  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE0663
 FE0663                          STATION DESCRIPTION
 FE0663
 FE0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0663'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HUNTINGDON AND
 FE0663'ABOUT 15 MILES NORTHWEST OF JACKSON, 13 FEET SOUTH OF THE EDGE OF
 FE0663'A CULTIVATED FIELD, 13 FEET NORTHWEST OF THE EDGE OF A CULTIVATED
 FE0663'FIELD AND 3 FEET WEST OF A WITNESS POST. THE MARK IS A STANDARD
 FE0663'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 FE0663'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE
 FE0663'AND IS STAMPED DRY 1959.
 FE0663'
 FE0663'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR GROVE, GO NORTH ON
 FE0663'U.S. HIGHWAY NO. 70 FOR 0.05 MILE TO THE INTERSECTION OF
 FE0663'STATE HIGHWAY NO. 104, TURN RIGHT, SOUTHEAST, ON STATE HIGHWAY NO.
 FE0663'104 FOR 7.65 MILES TO THE A.E.  DOUGLAS STORE AND A SIDE ROAD
 FE0663'ON THE RIGHT, TURN RIGHT, SOUTHWEST, ON A GRAVELED ROAD FOR 3.7 MILES
 FE0663'TO A DRIVEWAY ON THE RIGHT, TURN RIGHT, WEST, ON THE DRIVEWAY FOR 0.1
 FE0663'MILE TO THE WILLIAMS HOME, CONTINUE SOUTHWEST PASSING BY THE SOUTH
 FE0663'SIDE OF THE HOUSE AND GO THROUGH THE FARM YARD INTO A PASTURE. HERE
 FE0663'TURN RIGHT AND GO NORTHWEST, UP HILL, ON A TRACK ROAD FOR 0.25
 FE0663'MILE TO A WIRE GATE IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND
 FE0663'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. PASS THROUGH THE WIRE
 FE0663'GATE AND CONTINUE NORTHWEST ALONG A TRACK ROAD AROUND THE EDGE OF A
 FE0663'CULTIVATED FIELD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 FE0663'
 FE0663'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE EDGE OF A CULTIVATED
 FE0663'FIELD AND 30 FEET NORTH OF THE EDGE OF A CULTIVATED FIELD. IT IS
 FE0663'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH
 FE0663'WITH THE SURROUNDING SURFACE AND IS STAMPED DRY NO 1 1959.
 FE0663'
 FE0663'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE EDGE OF A CULTIVATED
 FE0663'FIELD. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 FE0663'IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED DRY NO 2
 FE0663'1959.
 FE0663'
 FE0663'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FE0663'90.50 FEET.
 FE0663'
 FE0663'THE AZIMUTH MARK IS 100 YARDS NORTH OF A WIRE GATE, 3 FEET NORTH OF A
 FE0663'WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE. IT IS A
 FE0663'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH
 FE0663'WITH THE SURROUNDING SURFACE AND IS STAMPED DRY 1959.
 FE0663
 FE0663                          STATION RECOVERY (1959)
 FE0663
 FE0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0663'21.2 MI SW FROM YUMA.
 FE0663'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0663'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0663'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT AND
 FE0663'A GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO A
 FE0663'DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0663'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES EAST
 FE0663'AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE NORTHWEST ON STATE
 FE0663'HIGHWAY 104, THENCE 3.7 MILES SOUTHWEST ON A GRAVELED ROAD TO A
 FE0663'DRIVEWAY ON THE RIGHT, GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE
 FE0663'WILLIAMS HOME, CONTINUE SOUTHWEST PASSING BY THE SOUTH SIDE OF
 FE0663'THE HOUSE AND GO THROUGH THE FARM YARD INTO PASTURE, HERE TURN
 FE0663'RIGHT AND GO NORTHWEST, UP A HILL, ON A TRACK FOR 0.25 MILE TO A
 FE0663'WIRE GATE IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD, CONTINUE
 FE0663'NORTHWEST AROUND THE EDGE OF A CULTIVATED FIELD FOR 0.15 MILE,
 FE0663'13 FT. SOUTH OF THE EDGE OF A CULTIVATED FIELD, 13 FT. NORTHWEST
 FE0663'OF THE EDGE OF THE EDGE OF A CULTIVATED FIELD, 3 FT. WEST OF A
 FE0663'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE0663'GROUND.
 FE0663
 FE0663                          STATION RECOVERY (1961)
 FE0663
 FE0663'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0663'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE0663'THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
 FE0663'
 FE0663'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE
 FE0663'ORIGINAL STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 FE0663'MARK NO. 2, WOULD BE DESTROYED BY CONSTRUCTION.
 FE0663'
 FE0663'A NEW STATION, DRY 2 1961, REFERENCE MARK NO. 3, AND REFERENCE MARK
 FE0663'NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL SURVEYS
 FE0663'PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE ORIGINAL
 FE0663'AZIMUTH MARK DRY 1959 WAS RETAINED.
 FE0663'
 FE0663'THE NEW STATION WAS ESTABLISHED ON LINE BETWEEN THE OLD STATION AND
 FE0663'THE AZIMUTH MARK.
 FE0663'
 FE0663'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0663'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0663'OLD SURFACE MARK FOR STATION DRY 1959, REFERENCE MARK NO. 1 1959, AND
 FE0663'REFERENCE MARK NO. 2 1959 WERE DESTROYED, AND THE DISK
 FE0663'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE0663'
 FE0663'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK DRY 1959, WHICH
 FE0663'WAS NOT DISTURBED, THE ORIGINAL STATION DRY 1959 SHALL BE
 FE0663'CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2089 ***********************************************************************
 EE2089  DESIGNATION -  DRY
 EE2089  PID         -  EE2089
 EE2089  STATE/COUNTY-  TN/HAMILTON
 EE2089  USGS QUAD   -  HOOKER (1982)
 EE2089
 EE2089                         *CURRENT SURVEY CONTROL
 EE2089  ___________________________________________________________________
 EE2089* NAD 83(1995)-  34 59 58.20379(N)    085 24 48.53788(W)     ADJUSTED  
 EE2089* NAVD 88     -       601.4    (meters)    1973.     (feet)  VERTCON   
 EE2089  ___________________________________________________________________
 EE2089  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 EE2089  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE2089
 EE2089  HORZ ORDER  -  SECOND
 EE2089
 EE2089.The horizontal coordinates were established by classical geodetic methods
 EE2089.and adjusted by the National Geodetic Survey in April 1999..
 EE2089
 EE2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2089
 EE2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2089
 EE2089.The geoid height was determined by GEOID03.
 EE2089
 EE2089;                    North         East     Units Scale Factor Converg.
 EE2089;SPC TN       -    74,073.219   653,544.963   MT  1.00005364   +0 20 36.1
 EE2089;SPC TN       -   243,021.89  2,144,172.10   sFT  1.00005364   +0 20 36.1
 EE2089;SPC GA W     -   555,079.044   586,188.034   MT  1.00005959   -0 42 54.8
 EE2089;SPC GA W     - 1,821,121.83  1,923,185.24   sFT  1.00005959   -0 42 54.8
 EE2089;UTM  16      - 3,874,137.609   644,779.586   MT  0.99985834   +0 54 36.5
 EE2089
 EE2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2089!SPC TN       -   0.99991021  x   1.00005364  =   0.99996385
 EE2089!SPC GA W     -   0.99991021  x   1.00005959  =   0.99996980
 EE2089!UTM  16      -   0.99991021  x   0.99985834  =   0.99976857
 EE2089
 EE2089|---------------------------------------------------------------------|
 EE2089| PID    Reference Object                     Distance      Geod. Az  |
 EE2089|                                                           dddmmss.s |
 EE2089| CG5700 DRY RM 1                             16.938 METERS 02339     |
 EE2089| CG5699 DRY AZ MK                                          0280807.3 |
 EE2089| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 5.1 KM 1364547.5 |
 EE2089| CG5701 DRY RM 2                             17.739 METERS 25250     |
 EE2089|---------------------------------------------------------------------|
 EE2089
 EE2089                          SUPERSEDED SURVEY CONTROL
 EE2089
 EE2089  NAD 83(1995)-  34 59 58.20362(N)    085 24 48.53815(W) AD(       ) 2
 EE2089  NAD 83(1995)-  34 59 58.20426(N)    085 24 48.53981(W) AD(       ) 2
 EE2089  NAD 83(1995)-  34 59 58.20498(N)    085 24 48.53802(W) AD(       ) 2
 EE2089  NAD 83(1986)-  34 59 58.20522(N)    085 24 48.53767(W) AD(       ) 2
 EE2089  NAD 27      -  34 59 57.93630(N)    085 24 48.68500(W) AD(       ) 2
 EE2089  NGVD 29 (07/19/86)  601.4    (m)         1973.     (f) VERT ANG       
 EE2089
 EE2089.Superseded values are not recommended for survey control.
 EE2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2089.See file dsdata.txt to determine how the superseded data were derived.
 EE2089
 EE2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4478074138(NAD 83)
 EE2089_MARKER: DE = TRAVERSE STATION DISK
 EE2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2089
 EE2089  HISTORY     - Date     Condition        Report By
 EE2089  HISTORY     - 1962     MONUMENTED       CGS
 EE2089
 EE2089                          STATION DESCRIPTION
 EE2089
 EE2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2089'THE STATION IS LOCATED ABOUT 6-3/4 MILES SOUTHWEST OF DOWNTOWN
 EE2089'CHATTANOOGA, ABOUT 3-1/2 MILES WEST OF LOOKOUT MOUNTAIN AND ABOUT 1
 EE2089'MILE NORTH OF THE GEORGIA-TENNESSEE STATE LINE ON THE PROPERTY OF
 EE2089'HIAWASSEE LAND CO.
 EE2089'
 EE2089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41, 11, 64
 EE2089'AND 72, JUST WEST OF TIFTONIA, GO NORTHWEST ON U.S. HIGHWAY 41 FOR
 EE2089'1.2 MILES TO A SIDE ROAD ON THE LEFT AND THE TENNESSEE HIGHWAY
 EE2089'PATROL BUILDING ON THE LEFT, TURN LEFT AND GO 0.05 MILE ON
 EE2089'COUNTY ROAD NO. S4416 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 EE2089'STRAIGHT AHEAD FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP
 EE2089'RIGHT ON A GRAVELED ROAD AND GO 0.05 MILE TO A FORK, KEEP LEFT
 EE2089'CROSSING A CREEK THEN TURN SHARP RIGHT AND FOLLOW MOUNTAIN ROAD FOR
 EE2089'2.4 MILES TO THE TOP AND A SIDE ROAD ON THE LEFT, TURN LEFT ON A
 EE2089'TRACK ROAD AND GO 0.3 MILE TO THE STATION.
 EE2089'
 EE2089'THE STATION IS 26 FEET SOUTHEAST OF A 12-INCH TREE, 26 FEET NORTHEAST
 EE2089'OF A 14-INCH TREE, 21 FEET SOUTH OF AN 18-INCH TREE AND 1.7 FEET
 EE2089'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 EE2089'SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 5-INCHES, AND IS
 EE2089'STAMPED DRY 1962.
 EE2089'
 EE2089'REFERENCE MARK NO. 1 IS 22 FEET EAST OF A DIM TRACK ROAD SET ON THE
 EE2089'NORTHEAST SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 EE2089'IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 4
 EE2089'INCHES, AND IS STAMPED DRY NO 1 1962.
 EE2089'
 EE2089'REFERENCE MARK NO. 2 IS 43 FEET SOUTHEAST OF AN 18-INCH TREE SET ON
 EE2089'THE WESTERN SLOPE OF THE HILL ABOUT 2 FEET LOWER THAN THE STATION.
 EE2089'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING
 EE2089'3 INCHES, AND IS STAMPED DRY NO 2 1962.
 EE2089'
 EE2089'THE AZIMUTH MARK IS 53.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EE2089'POLICE BUILDING AND 24 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 EE2089'ROAD NO. S4416.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 EE2089'IN THE HEAD WALL OF A CULVERT ON THE SOUTH SIDE AND IS STAMPED DRY
 EE2089'1962.
 EE2089'
 EE2089'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1526 ***********************************************************************
 FD1526  DESIGNATION -  DRY
 FD1526  PID         -  FD1526
 FD1526  STATE/COUNTY-  TN/HICKMAN
 FD1526  USGS QUAD   -  LITTLELOT (1979)
 FD1526
 FD1526                         *CURRENT SURVEY CONTROL
 FD1526  ___________________________________________________________________
 FD1526* NAD 83(1995)-  35 51 39.62603(N)    087 22 05.97959(W)     ADJUSTED  
 FD1526* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 FD1526  ___________________________________________________________________
 FD1526  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FD1526  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1526
 FD1526  HORZ ORDER  -  SECOND
 FD1526
 FD1526.The horizontal coordinates were established by classical geodetic methods
 FD1526.and adjusted by the National Geodetic Survey in April 1999..
 FD1526
 FD1526.The orthometric height was scaled from a topographic map.
 FD1526
 FD1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1526
 FD1526.The geoid height was determined by GEOID03.
 FD1526
 FD1526;                    North         East     Units Scale Factor Converg.
 FD1526;SPC TN       -   170,357.811   476,420.794   MT  0.99994851   -0 48 03.9
 FD1526;SPC TN       -   558,915.58  1,563,057.22   sFT  0.99994851   -0 48 03.9
 FD1526;UTM  16      - 3,968,594.921   466,745.277   MT  0.99961363   -0 12 56.8
 FD1526
 FD1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1526!SPC TN       -   0.99996020  x   0.99994851  =   0.99990872
 FD1526!UTM  16      -   0.99996020  x   0.99961363  =   0.99957385
 FD1526
 FD1526|---------------------------------------------------------------------|
 FD1526| PID    Reference Object                     Distance      Geod. Az  |
 FD1526|                                                           dddmmss.s |
 FD1526| CG5696 DRY RM 2                             83.165 METERS 03950     |
 FD1526| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.12.4 KM 0480242.6 |
 FD1526| CG5693 DRY AZ MK                                          0603251.7 |
 FD1526| CG5694 DRY AZ MK RESET                                    2240512.4 |
 FD1526| FD1528 CENTERVILLE ST FOREST LOT HR 1      APPROX.11.8 KM 2402712.1 |
 FD1526| CG5695 DRY RM 1                             39.505 METERS 26356     |
 FD1526| FD1617 SPOT                                APPROX.18.2 KM 2822859.7 |
 FD1526|---------------------------------------------------------------------|
 FD1526
 FD1526                          SUPERSEDED SURVEY CONTROL
 FD1526
 FD1526  NAD 83(1995)-  35 51 39.62815(N)    087 22 05.98274(W) AD(       ) 2
 FD1526  NAD 83(1986)-  35 51 39.63682(N)    087 22 05.98194(W) AD(       ) 2
 FD1526  NAD 27      -  35 51 39.40200(N)    087 22 05.93800(W) AD(       ) 2
 FD1526
 FD1526.Superseded values are not recommended for survey control.
 FD1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1526.See file dsdata.txt to determine how the superseded data were derived.
 FD1526
 FD1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6674568595(NAD 83)
 FD1526_MARKER: DS = TRIANGULATION STATION DISK
 FD1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1526
 FD1526  HISTORY     - Date     Condition        Report By
 FD1526  HISTORY     - 1934     MONUMENTED       CGS
 FD1526  HISTORY     - 1953     GOOD             CGS
 FD1526
 FD1526                          STATION DESCRIPTION
 FD1526
 FD1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1526'ABOUT 7.5 MILES NORTHEAST OF CENTERVILLE, 6 MILES EAST OF NUNNELLY,
 FD1526'33 FEET SOUTHEAST
 FD1526'OF CENTER OF ROUTE 100, ABOUT OPPOSITE CENTER OF
 FD1526'LONG CURVE IN HIGHWAY WHICH IS
 FD1526'CONCAVE TO SOUTHEAST, ON BANK ABOUT 5
 FD1526'FEET HIGHER THAN HIGHWAY, ABOUT 43 FEET SOUTHWEST
 FD1526'OF 6-INCH OAK WITH
 FD1526'TRIANGULAR BLAZE, AND 6 FEET SOUTHEAST OF STATE HIGHWAY BOUNDARY
 FD1526'MARKER.  TO REACH
 FD1526'FROM COURTHOUSE IN CENTERVILLE, FOLLOW ROUTE 100
 FD1526'NORTHEAST 4.9 MILES TO JUNCTION WITH
 FD1526'ROUTE 48 AND CONTINUE 1.1 MILES
 FD1526'ON ROUTE 100 TO STATION ON RIGHT.  EASLEY BROS ESSO
 FD1526'STATION IS 0.7
 FD1526'MILE BEYOND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1526'STATION DISKS IN
 FD1526'CONCRETE.  REFERENCE AND AZIMUTH
 FD1526'MARKS ARE STANDARD REFERENCE DISKS
 FD1526'IN CONCRETE.  NO 1 IS ON
 FD1526'FENCE LINE, 32 FEET NORTHWEST OF CENTER OF ROAD, AND
 FD1526'129.6 FEET FROM
 FD1526'STATION.  NO 2 IS 45 FEET NORTHWEST OF
 FD1526'CENTER OF ROAD AND
 FD1526'272.8 FEET FROM STATION.
 FD1526'AZIMUTH MARK IS 30 FEET NORTHWEST OF
 FD1526'CENTER OF ROUTE 100, ABOUT 25
 FD1526'FEET SOUTHWEST OF NARROW-GAGE RAILROAD, 4 FEET
 FD1526'SOUTHWEST OF SOUTHWEST
 FD1526'FACE OF RAILROAD WATCHMANS SHANTY, AND 0.15 MILE FROM STATION.
 FD1526
 FD1526                          STATION RECOVERY (1953)
 FD1526
 FD1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1526'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK AND REFERENCE
 FD1526'MARKS WERE FOUND IN GOOD
 FD1526'CONDITION.  THE AZIMUTH MARK WAS DESTROYED AND A NEW
 FD1526'ONE WAS SET BY THIS PARTY.
 FD1526'DISTANCE AND DIRECTION TO THE REFERENCE
 FD1526'MARKS CHECKED.  THE OLD DESCRIPTION IS
 FD1526'ADEQUATE WITH THE EXCEPTION OF
 FD1526'THE FOLLOWING.
 FD1526'
 FD1526'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION.  IT IS 26
 FD1526'FEET NORTHWEST OF
 FD1526'THE CENTER OF STATE HIGHWAY 100, 12 FEET NORTH OF THE
 FD1526'CENTER OF AN ENTRANCE DRIVE AND
 FD1526'2 FEET NORTH OF A WHITE WITNESS POST.
 FD1526'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FD1526'DRY 1934 RESET 1953.
 FD1526'
 FD1526'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0664 ***********************************************************************
 FE0664  DESIGNATION -  DRY 2
 FE0664  PID         -  FE0664
 FE0664  STATE/COUNTY-  TN/HENDERSON
 FE0664  USGS QUAD   -  JUNO (1980)
 FE0664
 FE0664                         *CURRENT SURVEY CONTROL
 FE0664  ___________________________________________________________________
 FE0664* NAD 83(1995)-  35 44 28.36037(N)    088 34 29.13401(W)     ADJUSTED  
 FE0664* NAVD 88     -       171.54   (+/-2cm)     562.8    (feet)  VERTCON   
 FE0664  ___________________________________________________________________
 FE0664  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE0664  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0664
 FE0664  HORZ ORDER  -  SECOND
 FE0664  VERT ORDER  -  THIRD (See Below)
 FE0664
 FE0664.The horizontal coordinates were established by classical geodetic methods
 FE0664.and adjusted by the National Geodetic Survey in April 1999..
 FE0664
 FE0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0664.The vertical order pertains to the NGVD 29 superseded value.
 FE0664
 FE0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0664
 FE0664.The geoid height was determined by GEOID03.
 FE0664
 FE0664;                    North         East     Units Scale Factor Converg.
 FE0664;SPC TN       -   159,265.943   367,132.674   MT  0.99994971   -1 30 26.5
 FE0664;SPC TN       -   522,525.01  1,204,501.11   sFT  0.99994971   -1 30 26.5
 FE0664;UTM  16      - 3,956,388.843   357,602.675   MT  0.99984987   -0 55 12.0
 FE0664
 FE0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0664!SPC TN       -   0.99997751  x   0.99994971  =   0.99992722
 FE0664!UTM  16      -   0.99997751  x   0.99984987  =   0.99982738
 FE0664
 FE0664|---------------------------------------------------------------------|
 FE0664| PID    Reference Object                     Distance      Geod. Az  |
 FE0664|                                                           dddmmss.s |
 FE0664| FE0666 DRY 2 RM 3                           12.108 METERS 05811     |
 FE0664| CG3953 DRY AZ MK                                          1232344.6 |
 FE0664| FE0667 DRY 2 RM 4                           19.905 METERS 23636     |
 FE0664| FE0663 DRY                                  12.797 METERS 30324     |
 FE0664|---------------------------------------------------------------------|
 FE0664
 FE0664                          SUPERSEDED SURVEY CONTROL
 FE0664
 FE0664  NAD 83(1995)-  35 44 28.36406(N)    088 34 29.14048(W) AD(       ) 2
 FE0664  NAD 83(1986)-  35 44 28.37144(N)    088 34 29.13514(W) AD(       ) 2
 FE0664  NAD 27      -  35 44 28.12930(N)    088 34 28.94380(W) AD(       ) 2
 FE0664  NGVD 29 (??/??/??)  171.57   (m)          562.9    (f) RESET       3  
 FE0664
 FE0664.Superseded values are not recommended for survey control.
 FE0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0664.See file dsdata.txt to determine how the superseded data were derived.
 FE0664
 FE0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5760356389(NAD 83)
 FE0664_MARKER: DE = TRAVERSE STATION DISK
 FE0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0664_STAMPING: DRY 2 1961
 FE0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0664+STABILITY: SURFACE MOTION
 FE0664
 FE0664  HISTORY     - Date     Condition        Report By
 FE0664  HISTORY     - 1961     MONUMENTED       TNHD
 FE0664  HISTORY     - 1961     GOOD             CGS
 FE0664
 FE0664                          STATION DESCRIPTION
 FE0664
 FE0664'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE0664'THE STATION IS LOCATED ALONG THE EAST EDGE OF INTERSTATE HIGHWAY 40,
 FE0664'ABOUT 20 MILES SOUTHWEST OF HUNTINGDON AND 15 MILES NORTHEAST OF
 FE0664'JACKSON.
 FE0664'
 FE0664'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 FE0664'CEDAR GROVE, GO NORTH ON U.S. HIGHWAY 70 FOR 0.05 MILE TO THE
 FE0664'INTERSECTION OF STATE ROUTE 104. HERE TURN RIGHT, SOUTHEAST, ON STATE
 FE0664'ROUTE 104 FOR 7.65 MILES TO THE A.E. DOUGLAS STORE, AND A SIDE
 FE0664'ROAD ON THE RIGHT, TURN RIGHT, SOUTHWEST, ON A GRAVELED ROAD FOR 3.7
 FE0664'MILES TO A FARM DRIVEWAY ON THE RIGHT. HERE TURN RIGHT ON THE
 FE0664'DRIVEWAY AND GO WESTERLY FOR 0.1 MILE TO THE WILLIAMS FARM HOME,
 FE0664'CONTINUE ON DRIVEWAY, PASSING THE SOUTH SIDE OF THE HOUSE AND GO
 FE0664'THROUGH THE FARM YARD INTO A PASTURE. HERE TURN RIGHT AND GO
 FE0664'NORTHWESTERLY, UPHILL, ON A TRACK ROAD FOR 0.25 MILE TO A WIRE GATE
 FE0664'IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND THE AZIMUTH MARK
 FE0664'DRY 1959 ON THE RIGHT AS DESCRIBED. PASS THROUGH THE WIRE GATE AND
 FE0664'CONTINUE NORTHWESTERLY AROUND THE EDGE OF THE FIELD FOR 0.15 MILE
 FE0664'AND THE STATION AS DESCRIBED.
 FE0664'
 FE0664'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DRY 2 1961, SET
 FE0664'IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS ABOUT 1 FOOT
 FE0664'WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 3.8 FEET
 FE0664'SOUTH-SOUTHWEST OF A WITNESS POST.
 FE0664'
 FE0664'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED DRY 2 NO 3 1961,
 FE0664'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS ABOUT 1
 FE0664'FOOT WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 36 FEET
 FE0664'NORTHEAST OF A WITNESS POST.
 FE0664'
 FE0664'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED DRY 2 NO 4 1961,
 FE0664'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS ABOUT 1 FOOT
 FE0664'WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 43 FEET
 FE0664'SOUTHWEST OF A WITNESS POST.
 FE0664'
 FE0664'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DRY 1959, SET IN A
 FE0664'FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS ABOUT 100 YARDS
 FE0664'NORTH OF A WIRE GATE, 3.0 FEET NORTH OF A WITNESS POST AND 1 FOOT
 FE0664'EAST OF A NORTH-SOUTH FENCE.
 FE0664'
 FE0664'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION DRY 1959
 FE0664'(NOW DESTROYED) AND DRY 2 1961 IS 41.99 FT.-12.797 M.
 FE0664
 FE0664                          STATION RECOVERY (1961)
 FE0664
 FE0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FE0664'3.8 MI S FROM YUMA.
 FE0664'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0664'RAILROAD FROM THE STATION AT YUMA, THENCE 1.85 MILES WEST AND
 FE0664'SOUTH ON A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN
 FE0664'ASPHALT AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED
 FE0664'ROAD TO A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO
 FE0664'A TRACK ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5
 FE0664'MILES EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE
 FE0664'NORTHWEST ON STATE HIGHWAY 104, THENCE 3.7 MILES SOUTHWEST ON A
 FE0664'GRAVELED ROAD TO A DRIVEWAY ON THE RIGHT, GO WEST ON THE DRIVEWAY
 FE0664'FOR 0.1 MILE TO THE WILLIAMS HOME, CONTINUE SOUTHWEST PASSING
 FE0664'BY THE SOUTH SIDE OF THE HOUSE AND GO THROUGH THE FARM YARD INTO
 FE0664'PASTURE, HERE TURN RIGHT AND GO NORTHWEST, UP A HILL, ON A TRACK
 FE0664'ROAD FOR 0.25 MILE TO A WIRE GATE IN THE SOUTHEAST CORNER OF A
 FE0664'CULTIVATED FIELD.  THE STATION MARK IS SET IN A FLUSH, 10-INCH
 FE0664'SQUARE, CONCRETE MONUMENT.  IT IS ABOUT 1 FOOT WEST OF THE
 FE0664'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 3.8 FEET SOUTH-SOUTHWEST
 FE0664'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0666 ***********************************************************************
 FE0666  DESIGNATION -  DRY 2 RM 3
 FE0666  PID         -  FE0666
 FE0666  STATE/COUNTY-  TN/HENDERSON
 FE0666  USGS QUAD   -  JUNO (1980)
 FE0666
 FE0666                         *CURRENT SURVEY CONTROL
 FE0666  ___________________________________________________________________
 FE0666* NAD 83(1986)-  35 44 28.     (N)    088 34 29.     (W)     SCALED    
 FE0666* NAVD 88     -       171.69   (+/-2cm)     563.3    (feet)  VERTCON   
 FE0666  ___________________________________________________________________
 FE0666  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0666
 FE0666  VERT ORDER  -  THIRD (See Below)
 FE0666
 FE0666.The horizontal coordinates were scaled from a topographic map and have
 FE0666.an estimated accuracy of +/- 6 seconds.
 FE0666
 FE0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0666.The vertical order pertains to the NGVD 29 superseded value.
 FE0666
 FE0666.The geoid height was determined by GEOID03.
 FE0666
 FE0666;                    North         East    Units  Estimated Accuracy
 FE0666;SPC TN       -   159,260.      367,140.      MT  (+/- 180 meters Scaled)
 FE0666
 FE0666                          SUPERSEDED SURVEY CONTROL
 FE0666
 FE0666  NGVD 29 (??/??/??)  171.72   (m)          563.4    (f) RESET       3  
 FE0666
 FE0666.Superseded values are not recommended for survey control.
 FE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0666.See file dsdata.txt to determine how the superseded data were derived.
 FE0666
 FE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0666_MARKER: DR = REFERENCE MARK DISK
 FE0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0666_STAMPING: DRY 2 NO 3 1961
 FE0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0666+STABILITY: SURFACE MOTION
 FE0666
 FE0666  HISTORY     - Date     Condition        Report By
 FE0666  HISTORY     - 1961     MONUMENTED       TNHD
 FE0666
 FE0666                          STATION DESCRIPTION
 FE0666
 FE0666'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0666'AT YUMA.
 FE0666'THIS MARK IS LOCATED AT THE DRY 2 1961 STATION SITE, 1 FOOT WEST
 FE0666'OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 36 FEET NORTHWEST
 FE0666'OF A WITNESS POST, AND THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0666'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0667 ***********************************************************************
 FE0667  DESIGNATION -  DRY 2 RM 4
 FE0667  PID         -  FE0667
 FE0667  STATE/COUNTY-  TN/HENDERSON
 FE0667  USGS QUAD   -  JUNO (1980)
 FE0667
 FE0667                         *CURRENT SURVEY CONTROL
 FE0667  ___________________________________________________________________
 FE0667* NAD 83(1986)-  35 44 28.     (N)    088 34 28.     (W)     SCALED    
 FE0667* NAVD 88     -       171.06   (+/-2cm)     561.2    (feet)  VERTCON   
 FE0667  ___________________________________________________________________
 FE0667  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0667
 FE0667  VERT ORDER  -  THIRD (See Below)
 FE0667
 FE0667.The horizontal coordinates were scaled from a topographic map and have
 FE0667.an estimated accuracy of +/- 6 seconds.
 FE0667
 FE0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0667.The vertical order pertains to the NGVD 29 superseded value.
 FE0667
 FE0667.The geoid height was determined by GEOID03.
 FE0667
 FE0667;                    North         East    Units  Estimated Accuracy
 FE0667;SPC TN       -   159,250.      367,160.      MT  (+/- 180 meters Scaled)
 FE0667
 FE0667                          SUPERSEDED SURVEY CONTROL
 FE0667
 FE0667  NGVD 29 (??/??/??)  171.09   (m)          561.3    (f) RESET       3  
 FE0667
 FE0667.Superseded values are not recommended for survey control.
 FE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0667.See file dsdata.txt to determine how the superseded data were derived.
 FE0667
 FE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0667_MARKER: DR = REFERENCE MARK DISK
 FE0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0667_STAMPING: DRY 2 NO 4 1961
 FE0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0667+STABILITY: SURFACE MOTION
 FE0667
 FE0667  HISTORY     - Date     Condition        Report By
 FE0667  HISTORY     - 1961     MONUMENTED       TNHD
 FE0667
 FE0667                          STATION DESCRIPTION
 FE0667
 FE0667'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0667'AT YUMA.
 FE0667'THIS MARK IS LOCATED AT THE DRY 2 1961 STATION SITE, 1 FOOT WEST
 FE0667'OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 43 FEET SOUTHWEST
 FE0667'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FE0667'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0281 ***********************************************************************
 FC0281  DESIGNATION -  DRY RM 1
 FC0281  PID         -  FC0281
 FC0281  STATE/COUNTY-  TN/LOUDON
 FC0281  USGS QUAD   -  PHILADELPHIA (1974)
 FC0281
 FC0281                         *CURRENT SURVEY CONTROL
 FC0281  ___________________________________________________________________
 FC0281* NAD 83(1986)-  35 43 51.     (N)    084 23 48.     (W)     SCALED    
 FC0281* NAVD 88     -       267.059  (meters)     876.18   (feet)  ADJUSTED  
 FC0281  ___________________________________________________________________
 FC0281  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0281  DYNAMIC HT  -         266.804 (meters)     875.34  (feet)  COMP
 FC0281  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0281
 FC0281  VERT ORDER  -  SECOND    CLASS 0
 FC0281
 FC0281.The horizontal coordinates were scaled from a topographic map and have
 FC0281.an estimated accuracy of +/- 6 seconds.
 FC0281
 FC0281.The orthometric height was determined by differential leveling
 FC0281.and adjusted by the National Geodetic Survey in June 1991..
 FC0281
 FC0281.The geoid height was determined by GEOID03.
 FC0281
 FC0281.The dynamic height is computed by dividing the NAVD 88
 FC0281.geopotential number by the normal gravity value computed on the
 FC0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0281.degrees latitude (g = 980.6199 gals.).
 FC0281
 FC0281.The modeled gravity was interpolated from observed gravity values.
 FC0281
 FC0281;                    North         East    Units  Estimated Accuracy
 FC0281;SPC TN       -   156,240.      745,040.      MT  (+/- 180 meters Scaled)
 FC0281
 FC0281                          SUPERSEDED SURVEY CONTROL
 FC0281
 FC0281  NGVD 29 (??/??/92)  267.152  (m)          876.48   (f) ADJ UNCH    2 0
 FC0281
 FC0281.Superseded values are not recommended for survey control.
 FC0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0281.See file dsdata.txt to determine how the superseded data were derived.
 FC0281
 FC0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354572(NAD 83)
 FC0281_MARKER: DR = REFERENCE MARK DISK
 FC0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0281_STAMPING: DRY NO 1 1961
 FC0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0281+STABILITY: SURFACE MOTION
 FC0281
 FC0281  HISTORY     - Date     Condition        Report By
 FC0281  HISTORY     - 1961     MONUMENTED       CGS
 FC0281
 FC0281                          STATION DESCRIPTION
 FC0281
 FC0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0281'4.4 MI W FROM LOUDON.
 FC0281'THIS MARK IS LOCATED AT THE DRY 1961 STATION SITE, 27.2 FT.
 FC0281'NORTH OF THE STATION MARK, AND 14 FT. NORTH OF THE CENTER OF
 FC0281'THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0281'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0665 ***********************************************************************
 FE0665  DESIGNATION -  DRY RM 1
 FE0665  PID         -  FE0665
 FE0665  STATE/COUNTY-  TN/HENDERSON
 FE0665  USGS QUAD   -  JUNO (1980)
 FE0665
 FE0665                         *CURRENT SURVEY CONTROL
 FE0665  ___________________________________________________________________
 FE0665* NAD 83(1986)-  35 44 28.     (N)    088 34 29.     (W)     SCALED    
 FE0665* NAVD 88     -       170.896  (meters)     560.68   (feet)  ADJUSTED  
 FE0665  ___________________________________________________________________
 FE0665  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0665  DYNAMIC HT  -         170.744 (meters)     560.18  (feet)  COMP
 FE0665  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0665
 FE0665  VERT ORDER  -  SECOND    CLASS 0
 FE0665
 FE0665.The horizontal coordinates were scaled from a topographic map and have
 FE0665.an estimated accuracy of +/- 6 seconds.
 FE0665
 FE0665.The orthometric height was determined by differential leveling
 FE0665.and adjusted by the National Geodetic Survey in June 1991..
 FE0665
 FE0665.The geoid height was determined by GEOID03.
 FE0665
 FE0665.The dynamic height is computed by dividing the NAVD 88
 FE0665.geopotential number by the normal gravity value computed on the
 FE0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0665.degrees latitude (g = 980.6199 gals.).
 FE0665
 FE0665.The modeled gravity was interpolated from observed gravity values.
 FE0665
 FE0665;                    North         East    Units  Estimated Accuracy
 FE0665;SPC TN       -   159,260.      367,140.      MT  (+/- 180 meters Scaled)
 FE0665
 FE0665                          SUPERSEDED SURVEY CONTROL
 FE0665
 FE0665  NGVD 29 (??/??/??)  170.923  (m)          560.77   (f) ADJUSTED    2 0
 FE0665
 FE0665.Superseded values are not recommended for survey control.
 FE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0665.See file dsdata.txt to determine how the superseded data were derived.
 FE0665
 FE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0665_MARKER: DR = REFERENCE MARK DISK
 FE0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0665_STAMPING: DRY NO 1 1959
 FE0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0665+STABILITY: SURFACE MOTION
 FE0665
 FE0665  HISTORY     - Date     Condition        Report By
 FE0665  HISTORY     - 1959     MONUMENTED       CGS
 FE0665  HISTORY     - 1959     GOOD             CGS
 FE0665
 FE0665                          STATION DESCRIPTION
 FE0665
 FE0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0665'21.2 MI SW FROM YUMA.
 FE0665'THIS MARK IS LOCATED AT THE STATION SITE, 83.4 FT. SOUTH OF THE
 FE0665'DRY 1959 STATION MARK, 29 FT. WEST OF THE EDGE OF A CULTIVATED
 FE0665'FIELD, 30 FT NORTH OF THE EDGE OF A CULTIVATED FIELD, A DISK SET
 FE0665'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0282 ***********************************************************************
 FC0282  DESIGNATION -  DRY RM 2
 FC0282  PID         -  FC0282
 FC0282  STATE/COUNTY-  TN/LOUDON
 FC0282  USGS QUAD   -  PHILADELPHIA (1974)
 FC0282
 FC0282                         *CURRENT SURVEY CONTROL
 FC0282  ___________________________________________________________________
 FC0282* NAD 83(1986)-  35 43 51.     (N)    084 23 48.     (W)     SCALED    
 FC0282* NAVD 88     -       267.124  (meters)     876.39   (feet)  ADJUSTED  
 FC0282  ___________________________________________________________________
 FC0282  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0282  DYNAMIC HT  -         266.868 (meters)     875.55  (feet)  COMP
 FC0282  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0282
 FC0282  VERT ORDER  -  SECOND    CLASS 0
 FC0282
 FC0282.The horizontal coordinates were scaled from a topographic map and have
 FC0282.an estimated accuracy of +/- 6 seconds.
 FC0282
 FC0282.The orthometric height was determined by differential leveling
 FC0282.and adjusted by the National Geodetic Survey in June 1991..
 FC0282
 FC0282.The geoid height was determined by GEOID03.
 FC0282
 FC0282.The dynamic height is computed by dividing the NAVD 88
 FC0282.geopotential number by the normal gravity value computed on the
 FC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0282.degrees latitude (g = 980.6199 gals.).
 FC0282
 FC0282.The modeled gravity was interpolated from observed gravity values.
 FC0282
 FC0282;                    North         East    Units  Estimated Accuracy
 FC0282;SPC TN       -   156,240.      745,040.      MT  (+/- 180 meters Scaled)
 FC0282
 FC0282                          SUPERSEDED SURVEY CONTROL
 FC0282
 FC0282  NGVD 29 (??/??/92)  267.217  (m)          876.69   (f) ADJ UNCH    2 0
 FC0282
 FC0282.Superseded values are not recommended for survey control.
 FC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0282.See file dsdata.txt to determine how the superseded data were derived.
 FC0282
 FC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354572(NAD 83)
 FC0282_MARKER: DR = REFERENCE MARK DISK
 FC0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0282_STAMPING: DRY NO 2 1961
 FC0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0282+STABILITY: SURFACE MOTION
 FC0282
 FC0282  HISTORY     - Date     Condition        Report By
 FC0282  HISTORY     - 1961     MONUMENTED       CGS
 FC0282
 FC0282                          STATION DESCRIPTION
 FC0282
 FC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0282'4.4 MI W FROM LOUDON.
 FC0282'THIS MARK IS LOCATED AT THE DRY 1961 STATION SITE, 25.4 FT.
 FC0282'WEST OF THE STATION MARK, 14 FT. SOUTH OF THE CENTER OF THE
 FC0282'GRAVELED ROAD, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN
 FC0282'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 FT.
 FC0282'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0662 ***********************************************************************
 FE0662  DESIGNATION -  DRY RM 2
 FE0662  PID         -  FE0662
 FE0662  STATE/COUNTY-  TN/HENDERSON
 FE0662  USGS QUAD   -  JUNO (1980)
 FE0662
 FE0662                         *CURRENT SURVEY CONTROL
 FE0662  ___________________________________________________________________
 FE0662* NAD 83(1986)-  35 44 27.     (N)    088 34 29.     (W)     SCALED    
 FE0662* NAVD 88     -       171.970  (meters)     564.20   (feet)  ADJUSTED  
 FE0662  ___________________________________________________________________
 FE0662  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0662  DYNAMIC HT  -         171.817 (meters)     563.70  (feet)  COMP
 FE0662  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0662
 FE0662  VERT ORDER  -  SECOND    CLASS 0
 FE0662
 FE0662.The horizontal coordinates were scaled from a topographic map and have
 FE0662.an estimated accuracy of +/- 6 seconds.
 FE0662
 FE0662.The orthometric height was determined by differential leveling
 FE0662.and adjusted by the National Geodetic Survey in June 1991..
 FE0662
 FE0662.The geoid height was determined by GEOID03.
 FE0662
 FE0662.The dynamic height is computed by dividing the NAVD 88
 FE0662.geopotential number by the normal gravity value computed on the
 FE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0662.degrees latitude (g = 980.6199 gals.).
 FE0662
 FE0662.The modeled gravity was interpolated from observed gravity values.
 FE0662
 FE0662;                    North         East    Units  Estimated Accuracy
 FE0662;SPC TN       -   159,220.      367,140.      MT  (+/- 180 meters Scaled)
 FE0662
 FE0662                          SUPERSEDED SURVEY CONTROL
 FE0662
 FE0662  NGVD 29 (??/??/??)  171.998  (m)          564.30   (f) ADJUSTED    2 0
 FE0662
 FE0662.Superseded values are not recommended for survey control.
 FE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0662.See file dsdata.txt to determine how the superseded data were derived.
 FE0662
 FE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0662_MARKER: DR = REFERENCE MARK DISK
 FE0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0662_STAMPING: DRY NO 2 1959
 FE0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0662+STABILITY: SURFACE MOTION
 FE0662
 FE0662  HISTORY     - Date     Condition        Report By
 FE0662  HISTORY     - 1959     MONUMENTED       CGS
 FE0662  HISTORY     - 1959     GOOD             CGS
 FE0662
 FE0662                          STATION DESCRIPTION
 FE0662
 FE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0662'21.2 MI SW FROM YUMA.
 FE0662'THIS MARK IS LOCATED AT THE DRY 1959 STATION SITE, 73.5 FT.
 FE0662'WEST OF THE STATION MARK, 14 FT. SOUTH OF THE EDGE OF A CULTIVATED
 FE0662'FIELD.  A DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 FE0662'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1748 ***********************************************************************
 GA1748  DESIGNATION -  DSR 64
 GA1748  PID         -  GA1748
 GA1748  STATE/COUNTY-  TN/COCKE
 GA1748  USGS QUAD   -  RANKIN (1980)
 GA1748
 GA1748                         *CURRENT SURVEY CONTROL
 GA1748  ___________________________________________________________________
 GA1748* NAD 83(1986)-  36 02 26.     (N)    083 12 34.     (W)     SCALED    
 GA1748* NAVD 88     -       306.554  (meters)    1005.75   (feet)  ADJUSTED  
 GA1748  ___________________________________________________________________
 GA1748  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1748  DYNAMIC HT  -         306.267 (meters)    1004.81  (feet)  COMP
 GA1748  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA1748
 GA1748  VERT ORDER  -  FIRST     CLASS I
 GA1748
 GA1748.The horizontal coordinates were scaled from a topographic map and have
 GA1748.an estimated accuracy of +/- 6 seconds.
 GA1748
 GA1748.The orthometric height was determined by differential leveling
 GA1748.and adjusted by the National Geodetic Survey in June 1991..
 GA1748
 GA1748.The geoid height was determined by GEOID03.
 GA1748
 GA1748.The dynamic height is computed by dividing the NAVD 88
 GA1748.geopotential number by the normal gravity value computed on the
 GA1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1748.degrees latitude (g = 980.6199 gals.).
 GA1748
 GA1748.The modeled gravity was interpolated from observed gravity values.
 GA1748
 GA1748;                    North         East    Units  Estimated Accuracy
 GA1748;SPC TN       -   193,000.      851,430.      MT  (+/- 180 meters Scaled)
 GA1748
 GA1748                          SUPERSEDED SURVEY CONTROL
 GA1748
 GA1748  NGVD 29 (??/??/92)  306.697  (m)         1006.22   (f) ADJ UNCH    1 1
 GA1748
 GA1748.Superseded values are not recommended for survey control.
 GA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1748.See file dsdata.txt to determine how the superseded data were derived.
 GA1748
 GA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV009907(NAD 83)
 GA1748_MARKER: DD = SURVEY DISK
 GA1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1748_STAMPING: D S R 64
 GA1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1748+STABILITY: SURFACE MOTION
 GA1748
 GA1748  HISTORY     - Date     Condition        Report By
 GA1748  HISTORY     - UNK      MONUMENTED       TVA
 GA1748  HISTORY     - 1967     GOOD             NGS
 GA1748
 GA1748                          STATION DESCRIPTION
 GA1748
 GA1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1748'5.8 MI N FROM NEWPORT.
 GA1748'ABOUT 5.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1748'RAILROAD FROM THE STATION AT NEWPORT, OR ABOUT 6.95 MILES
 GA1748'SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1748'POST OFFICE AT WHITE PINE, 0.25 MILE NORTH OF MILEPOST 212,
 GA1748'44 YARDS SOUTH OF THE CROSSING OF THE RAILROAD AND A PAVED
 GA1748'ROAD, 54 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, 48 FEET
 GA1748'EAST OF THE CENTERLINE OF THE PAVED ROAD, 14 1/2 FEET SOUTH
 GA1748'OF A FENCE, 12 1/2 FEET SOUTHEAST OF A 36-INCH HACKBERRY TREE,
 GA1748'9 1/2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY FENCE, 2 1/2 FEET
 GA1748'SOUTHWEST OF AN APPLE TREE, 2.6 FEET EAST OF A METAL WITNESS
 GA1748'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A TENNESSEE
 GA1748'VALLEY AUTHORITY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GA1748'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1631 ***********************************************************************
 FD1631  DESIGNATION -  DUCK
 FD1631  PID         -  FD1631
 FD1631  STATE/COUNTY-  TN/HUMPHREYS
 FD1631  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1631
 FD1631                         *CURRENT SURVEY CONTROL
 FD1631  ___________________________________________________________________
 FD1631* NAD 83(1995)-  35 56 40.48060(N)    087 47 19.39961(W)     ADJUSTED  
 FD1631* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FD1631  ___________________________________________________________________
 FD1631  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FD1631  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD1631
 FD1631  HORZ ORDER  -  THIRD
 FD1631
 FD1631.The horizontal coordinates were established by classical geodetic methods
 FD1631.and adjusted by the National Geodetic Survey in April 1999..
 FD1631
 FD1631.The orthometric height was scaled from a topographic map.
 FD1631
 FD1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1631
 FD1631.The geoid height was determined by GEOID03.
 FD1631
 FD1631;                    North         East     Units Scale Factor Converg.
 FD1631;SPC TN       -   180,240.940   438,626.461   MT  0.99995025   -1 02 49.9
 FD1631;SPC TN       -   591,340.48  1,439,060.31   sFT  0.99995025   -1 02 49.9
 FD1631;UTM  16      - 3,978,088.786   428,863.941   MT  0.99966235   -0 27 46.8
 FD1631
 FD1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1631!SPC TN       -   0.99997718  x   0.99995025  =   0.99992743
 FD1631!UTM  16      -   0.99997718  x   0.99966235  =   0.99963953
 FD1631
 FD1631|---------------------------------------------------------------------|
 FD1631| PID    Reference Object                     Distance      Geod. Az  |
 FD1631|                                                           dddmmss.s |
 FD1631| CG5703 DUCK RM 1                            26.082 METERS 02052     |
 FD1631| CG5702 DUCK AZ MK                                         1393420.1 |
 FD1631| CG5704 DUCK RM 2                            25.045 METERS 28831     |
 FD1631|---------------------------------------------------------------------|
 FD1631
 FD1631                          SUPERSEDED SURVEY CONTROL
 FD1631
 FD1631  NAD 83(1995)-  35 56 40.48227(N)    087 47 19.40414(W) AD(       ) 3
 FD1631  NAD 83(1986)-  35 56 40.49055(N)    087 47 19.40097(W) AD(       ) 3
 FD1631  NAD 27      -  35 56 40.26800(N)    087 47 19.31300(W) AD(       ) 3
 FD1631
 FD1631.Superseded values are not recommended for survey control.
 FD1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1631.See file dsdata.txt to determine how the superseded data were derived.
 FD1631
 FD1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2886478089(NAD 83)
 FD1631_MARKER: DS = TRIANGULATION STATION DISK
 FD1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1631
 FD1631  HISTORY     - Date     Condition        Report By
 FD1631  HISTORY     - 1952     MONUMENTED       CGS
 FD1631  HISTORY     - 1973     GOOD             TVA
 FD1631  HISTORY     - 1975     GOOD             NGS
 FD1631
 FD1631                          STATION DESCRIPTION
 FD1631
 FD1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1631'STATION IS LOCATED 10 MILES SOUTH OF WAVERLY AND 2 MILES SOUTH OF
 FD1631'HURRICANE MILLS ON
 FD1631'PROPERTY OWNED BY MR R H MCCRARY.  IT IS 68 FEET EAST OF THE
 FD1631'SOUTHEAST CORNER OF A LOG
 FD1631'CABIN, 30 FEET NORTH OF A 16 INCH WHITE OAK
 FD1631'TREE, 21 FEET SOUTHEAST OF THE CENTER OF A
 FD1631'FARM LANE, 18 FEET NORTH
 FD1631'OF A WHITE WITNESS POST AND 15 FEET NORTHWEST OF A FENCE
 FD1631'LINE.  THE MARK
 FD1631'IS FLUSH AND THE DISK IS STAMPED DUCK 1952.
 FD1631'
 FD1631'REFERENCE MARK NO 1 IS 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FD1631'THE CABIN AND 2 FEET
 FD1631'NORTHEAST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 FD1631'DISK IS STAMPED DUCK NO 1 1952.
 FD1631'
 FD1631'REFERENCE MARK NO 2 IS 50 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FD1631'CABIN, 27 FEET NORTHWEST
 FD1631'OF THE CENTER OF THE FARM LANE AND 4 FEET NORTH OF A
 FD1631'FENCE LINE.  THE MARK IS FLUSH
 FD1631'AND THE DISK IS STAMPED DUCK NO 2 1952.
 FD1631'
 FD1631'AZIMUTH MARK IS ON PROPERTY OWNED BY MR C T OBRYAN.  IT IS 75 FEET
 FD1631'WEST OF THE SOUTHWEST
 FD1631'CORNER OF A CONCRETE BRIDGE, 30 FEET WEST OF THE CENTER OF
 FD1631'A FARM LANE, 1 FOOT EAST OF
 FD1631'A FENCE LINE AND 1 FOOT SOUTH OF A WHITE
 FD1631'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 FD1631'THE DISK IS STAMPED DUCK 1952.
 FD1631'
 FD1631'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN WAVERLY,
 FD1631'GO SOUTH ON STATE HIGHWAY
 FD1631'13 FOR 4.8 MILES TO A FORK, (OLD HIGHWAY 13 TO THE
 FD1631'RIGHT AND NEW HIGHWAY 13 TO THE
 FD1631'LEFT) TAKE RIGHT FORK AND FOLLOW OLD
 FD1631'HIGHWAY 13 FOR 2.0 MILES TO HURRICANE MILLS AND A
 FD1631'BRIDGE ACROSS DUCK
 FD1631'RIVER, CROSS BRIDGE AND CONTINUE ON THE HIGHWAY FOR 1.9 MILES TO A
 FD1631'GRAVEL ROAD LEFT,
 FD1631'CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO A GRAVEL
 FD1631'ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 FD1631'TO THE TOP OF HILL AND A FORK,
 FD1631'TAKE LEFT FORK AND GO 0.15 MILE TO A HOUSE ON THE LEFT
 FD1631'AND A FARM
 FD1631'LANE ON THE RIGHT, TURN RIGHT AND FOLLOW THE FARM LANE FOR 0.2 MILE
 FD1631'TO THE TOP OF THE
 FD1631'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 FD1631'
 FD1631'TO REACH THE AZIMUTH MARK FROM THIS POINT GO EAST ON GRAVEL ROAD FOR
 FD1631'2.2 MILES TO THE
 FD1631'INTERSECTION OF NEW HIGHWAY 13, TURN RIGHT AND GO SOUTH
 FD1631'FOR 1.0 MILE TO A CONCRETE
 FD1631'BRIDGE AND THE AZIMUTH MARK ON THE RIGHT
 FD1631'AS DESCRIBED.
 FD1631'
 FD1631'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1631
 FD1631                          STATION RECOVERY (1973)
 FD1631
 FD1631'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1631'DUCK RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'ADD TO DESCRIPTION.
 FD1631'0.50 MI. NORTH OF DUCK RIVER OPPOSITE RIVER MILE 23.35.
 FD1631'
 FD1631'T. V. A. POST AND SIGN AT STATION.
 FD1631'
 FD1631'NOTE--NO LOOKOUT TOWER AT THIS LOCATION.
 FD1631'
 FD1631'(*) CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO A GRAVEL ROAD LEFT,
 FD1631'SHOULD READ 0.65 MILE IN ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'DUCK RM 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'ADD TO DESCRIPTION
 FD1631'STATION (RM 1) IS 35.3 FEET S. 75 E. FROM N. E. CORNER OF OLD LOG
 FD1631'CABIN, 25.30 FEET S. 40 E. FROM 10 INCH TRIPLE ELM, AND 11.0 FEET
 FD1631'N.  40 W. FROM CENTERLINE GRAVEL ROAD.
 FD1631'
 FD1631'DUCK RM NO. 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'ADD TO DESC
 FD1631'MARKER IS 53.40 FT. S 50 W. FROM S. E. CORNER OF OLD LOG CABIN.
 FD1631'
 FD1631'DUCK AZI RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'ADD TO DESCRIPTION
 FD1631'STATION IS 77.70 FT. N 65 W. FROM S. W. END OF CONCRETE
 FD1631'BRIDGE OVER BIG WATERED HOLLOW CREEK.  AND 110.0 FT N. E.
 FD1631'FROM 1, S. WHITE F. H. ABOUT 200 FT. S. W. FROM INT. HWY 13 AND
 FD1631'T.  RD. S. E. ABOUT 0.55 MI. SOUTH OF DUCK RIVER.
 FD1631'
 FD1631'T. V. A. POST AND SIGN AT MON.
 FD1631'
 FD1631'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MI. SOUTH OF
 FD1631'WAVERLY.
 FD1631
 FD1631                          STATION RECOVERY (1975)
 FD1631
 FD1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1631'NOT OCCUPIED.
 FD1631'
 FD1631'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 FD1631'TO BE IN ERROR AND A NEW ONE FOLLOWS--
 FD1631'
 FD1631'THE STATION MARK IS LOCATED ON THE PROPERTY OF MR. ELLIS WEBB, 68
 FD1631'FEET EAST OF THE SOUTHEAST CORNER OF A LOG BARN, 30 FEET NORTH OF A
 FD1631'30 INCH OAK TREE, 21 FEET SOUTHEAST OF THE CENTERLINE OF FARM
 FD1631'LANE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS
 FD1631'FLUSH AND THE DISK IS STAMPED DUCK 1952.
 FD1631'
 FD1631'TO REACH THE STATION FROM THE BRIDGE OVER HURRICANE CREEK AT
 FD1631'HURRICANE MILLES, GO SOUTHERLY ON PAVED ROAD FOR 1.25 MILES TO A
 FD1631'ROAD LEFT.  CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 0.65 MILE TO A
 FD1631'ROAD LEFT UPHILL.  TURN LEFT AND GO SOUTHERLY FOR 0.2 MILE TO TOP
 FD1631'OF HILL AND A ROAD LEFT PASSING BETWEEN BARN AND HOUSE.  TURN LEFT
 FD1631'AND GO EASTERLY ON FARM LANE FOR 0.2 MILE TO A ROAD FORK.  TAKE
 FD1631'THE LEFT FORK AND GO NORTHEASTERLY ON FARM LANE FOR 0.3 MILE TO
 FD1631'THE STATION ON THE RIGHT.
 FD1631'
 FD1631'TO REACH THE AZIMUTH MARK FROM THE BRIDGE AT HURRICANE MILLS, GO
 FD1631'SOUTHERLY ON THE PAVED ROAD FOR 1.25 MILES TO A PAVED ROAD LEFT.
 FD1631'TURN LEFT AND GO EASTERLY ON THE ROAD FOR 2.2 MILES TO THE
 FD1631'INTERSECTION OF STATE HIGHWAY 13.  TURN RIGHT AND GO SOUTH ON
 FD1631'HIGHWAY 13 FOR 1.0 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH MARK ON
 FD1631'THE RIGHT.
 FD1631'
 FD1631'REFERENCE MARK 1 IS 35 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FD1631'LOG BARN, 25 FEET SOUTHEAST OF A 10 INCH TRIPLE ELM TREE AND 11 FEET
 FD1631'NORTHWEST OF THE CENTERLINE OF THE LANE.  THE MONUMENT IS FLUSH AND
 FD1631'THE DISK IS STAMPED DUCK NO 1 1952.
 FD1631'
 FD1631'REFERENCE MARK 2 IS 53 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FD1631'BARN, 27 FEET NORTHWEST OF THE CENTERLINE OF THE LANE AND 4 FEET
 FD1631'NORTH OF A FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FD1631'STAMPED DUCK NO 2 1952.
 FD1631'
 FD1631'THE AZIMUTH MARK IS 77 FEET WEST OF THE SOUTHWEST END OF CONCRETE
 FD1631'BRIDGE OVER BIG WATERED HOLLOW CREEK, 30 FEET WEST OF THE CENTERLINE
 FD1631'OF FARM LENE, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A METAL
 FD1631'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FD1631'STAMPED DUCK 1952.
 FD1631'
 FD1631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES SOUTH
 FD1631'OF HURRICANE MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1782 ***********************************************************************
 FC1782  DESIGNATION -  DUCKTOWN
 FC1782  PID         -  FC1782
 FC1782  STATE/COUNTY-  TN/POLK
 FC1782  USGS QUAD   -  DUCKTOWN (1990)
 FC1782
 FC1782                         *CURRENT SURVEY CONTROL
 FC1782  ___________________________________________________________________
 FC1782* NAD 83(1995)-  35 02 35.02493(N)    084 23 39.55878(W)     ADJUSTED  
 FC1782* NAVD 88     -       625.2    (meters)    2051.     (feet)  VERTCON   
 FC1782  ___________________________________________________________________
 FC1782  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FC1782  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1782
 FC1782  HORZ ORDER  -  SECOND
 FC1782
 FC1782.The horizontal coordinates were established by classical geodetic methods
 FC1782.and adjusted by the National Geodetic Survey in April 1999..
 FC1782
 FC1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1782
 FC1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1782
 FC1782.The geoid height was determined by GEOID03.
 FC1782
 FC1782;                    North         East     Units Scale Factor Converg.
 FC1782;SPC TN       -    79,947.580   746,502.304   MT  1.00004296   +0 56 24.1
 FC1782;SPC TN       -   262,294.69  2,449,149.64   sFT  1.00004296   +0 56 24.1
 FC1782;UTM  16      - 3,880,923.015   737,675.940   MT  1.00029626   +1 29 48.7
 FC1782
 FC1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1782!SPC TN       -   0.99990643  x   1.00004296  =   0.99994938
 FC1782!UTM  16      -   0.99990643  x   1.00029626  =   1.00020266
 FC1782
 FC1782:                Primary Azimuth Mark                     Grid Az
 FC1782:SPC TN       -  DUCKTOWN AZ MK                           103 36 17.5
 FC1782:UTM  16      -  DUCKTOWN AZ MK                           103 02 52.9
 FC1782
 FC1782|---------------------------------------------------------------------|
 FC1782| PID    Reference Object                     Distance      Geod. Az  |
 FC1782|                                                           dddmmss.s |
 FC1782| FC1780 DUCKTOWN AZ MK                      APPROX. 0.5 KM 1043241.6 |
 FC1782| FC1779 DUCKTOWN AZ MK PTA                  APPROX. 0.5 KM 1043313.1 |
 FC1782| FC1781 DUCKTOWN RM                           4.692 METERS 16121     |
 FC1782| DE5091 DUCKTOWN RM 1                         7.574 METERS 27738     |
 FC1782|---------------------------------------------------------------------|
 FC1782
 FC1782                          SUPERSEDED SURVEY CONTROL
 FC1782
 FC1782  NAD 83(1995)-  35 02 35.02501(N)    084 23 39.55881(W) AD(       ) 2
 FC1782  NAD 83(1995)-  35 02 35.02917(N)    084 23 39.56486(W) AD(       ) 2
 FC1782  NAD 83(1995)-  35 02 35.02924(N)    084 23 39.56476(W) AD(       ) 2
 FC1782  NAD 83(1986)-  35 02 35.02921(N)    084 23 39.56485(W) AD(       ) 2
 FC1782  NAD 27      -  35 02 34.74843(N)    084 23 39.83574(W) AD(       ) 2
 FC1782  NGVD 29 (07/19/86)  625.2    (m)         2051.     (f) VERT ANG       
 FC1782
 FC1782.Superseded values are not recommended for survey control.
 FC1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1782.See file dsdata.txt to determine how the superseded data were derived.
 FC1782
 FC1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3767680923(NAD 83)
 FC1782_MARKER: DS = TRIANGULATION STATION DISK
 FC1782_SETTING: 0 = UNSPECIFIED SETTING
 FC1782_STAMPING: DUCKTOWN 1978
 FC1782_MARK LOGO: NGS   
 FC1782_MAGNETIC: P = MARKER IS A STEEL PIPE
 FC1782
 FC1782  HISTORY     - Date     Condition        Report By
 FC1782  HISTORY     - 1978     MONUMENTED       NGS
 FC1782
 FC1782                          STATION DESCRIPTION
 FC1782
 FC1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1782'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF DUCKTOWN,
 FC1782'ON TOP OF A BARE ERODED HILL AND ON PROPERTY OWNED BY CITIES
 FC1782'SERVICE COMPANY.  PERMISSION GRANTED BY FRANK D. RUSSELL, CITIES
 FC1782'SERVICE COMPANY, COPPERHILL, TENNESSEE 37313, PHONE NUMBER
 FC1782'496-3331.
 FC1782'
 FC1782'TO REACH THE STATION FROM THE POST OFFICE IN DUCKTOWN, GO NORTH
 FC1782'AND WEST ON STATE HIGHWAY 68 FOR 0.45 MILE TO A PAVED SIDE ROAD
 FC1782'LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 68 FOR 0.25 MILE TO A
 FC1782'PAVED DRIVEWAY ON THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND
 FC1782'GO SOUTHERLY ON THE DRIVEWAY, UPHILL FOR 0.05 MILE TO THE HOME
 FC1782'OF A.W. POWERS.  FROM HERE PACK SOUTHERLY FOR ABOUT 200 FEET TO
 FC1782'THE TOP OF A RIDGE, BEAR RIGHT AND GO WESTERLY FOR ABOUT 100 FEET
 FC1782'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY UP RIDGE FOR
 FC1782'ABOUT 0.3 MILE TO THE TOP OF THE BARE HILL AND THE STATION.
 FC1782'
 FC1782'THE STATION IS A STANDARD NGS DISK
 FC1782'STAMPED---DUCKTOWN 1978---,
 FC1782'BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 FC1782'6 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'4.3 FEET SOUTH FROM A METAL WITNESS POST.
 FC1782'
 FC1782'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1782'STAMPED---DUCKTOWN NO 1 1978---,
 FC1782'BRAZED TO THE TOP OF A 1-1/2 INCH GALVINIZED PIPE THAT PROJECTS
 FC1782'8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'26.0  FEET WEST FROM THE METAL WITNESS POST.
 FC1782'MARK IS LEVEL WITH STATION.
 FC1782'
 FC1782'REFERENCE MARK NUMBER 2
 FC1782'IS A STANDARD USGS STATION MARK DISK, STAMPING NOT LEGIABLE, SET
 FC1782'IN THE TOP OF AN 8-INCH SQUARE MARBLE MONUMENT THAT PROJECTS
 FC1782'2 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'19.0 FEET SOUTH FROM THE METAL WITNESS POST.
 FC1782'MARK IS LEVEL WITH STATION.
 FC1782'
 FC1782'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1782'STAMPED---DUCKTOWN 1978---,
 FC1782'BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 FC1782'8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'15 FEET SOUTHWEST FROM THE CENTER OF A TRACK ROAD.
 FC1782'3.0  FEET WEST FROM A METAL WITNESS POST.
 FC1782'
 FC1782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1780 ***********************************************************************
 FC1780  DESIGNATION -  DUCKTOWN AZ MK
 FC1780  PID         -  FC1780
 FC1780  STATE/COUNTY-  TN/POLK
 FC1780  USGS QUAD   -  DUCKTOWN (1990)
 FC1780
 FC1780                         *CURRENT SURVEY CONTROL
 FC1780  ___________________________________________________________________
 FC1780* NAD 83(1995)-  35 02 30.91287(N)    084 23 20.28995(W)     ADJUSTED  
 FC1780* NAVD 88     -       564.8    (meters)    1853.     (feet)  VERTCON   
 FC1780  ___________________________________________________________________
 FC1780  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 FC1780  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1780
 FC1780  HORZ ORDER  -  SECOND
 FC1780
 FC1780.The horizontal coordinates were established by classical geodetic methods
 FC1780.and adjusted by the National Geodetic Survey in April 1999..
 FC1780
 FC1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1780
 FC1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1780
 FC1780.The geoid height was determined by GEOID03.
 FC1780
 FC1780;                    North         East     Units Scale Factor Converg.
 FC1780;SPC TN       -    79,828.896   746,992.705   MT  1.00004323   +0 56 35.4
 FC1780;SPC TN       -   261,905.30  2,450,758.57   sFT  1.00004323   +0 56 35.4
 FC1780;UTM  16      - 3,880,809.073   738,167.596   MT  1.00029915   +1 29 59.6
 FC1780
 FC1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1780!SPC TN       -   0.99991591  x   1.00004323  =   0.99995913
 FC1780!UTM  16      -   0.99991591  x   1.00029915  =   1.00021503
 FC1780
 FC1780                          SUPERSEDED SURVEY CONTROL
 FC1780
 FC1780  NAD 83(1995)-  35 02 30.91295(N)    084 23 20.28998(W) AD(       ) 2
 FC1780  NAD 83(1995)-  35 02 30.91713(N)    084 23 20.29603(W) AD(       ) 2
 FC1780  NAD 83(1995)-  35 02 30.91720(N)    084 23 20.29592(W) AD(       ) 2
 FC1780  NAD 83(1986)-  35 02 30.91718(N)    084 23 20.29606(W) AD(       ) 2
 FC1780  NAD 27      -  35 02 30.63614(N)    084 23 20.56754(W) AD(       ) 2
 FC1780  NGVD 29 (07/19/86)  564.8    (m)         1853.     (f) VERT ANG       
 FC1780
 FC1780.Superseded values are not recommended for survey control.
 FC1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1780.See file dsdata.txt to determine how the superseded data were derived.
 FC1780
 FC1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3816880809(NAD 83)
 FC1780_MARKER: DD = SURVEY DISK
 FC1780_SETTING: 0 = UNSPECIFIED SETTING
 FC1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1780
 FC1780  HISTORY     - Date     Condition        Report By
 FC1780  HISTORY     - 1979     MONUMENTED       NGS
 FC1780
 FC1780                          STATION DESCRIPTION
 FC1780
 FC1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1780'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF DUCKTOWN,
 FC1780'ON A BARE ERODED HILL AND ON PROPERTY OWNED BY CITIES SERVICE
 FC1780'COMPANY.  PERMISSION GRANTED BY FRANK D. RUSSELL, CITIES SERVICE
 FC1780'COMPANY, COPPERHILL, TENNESSEE 37313, PHONE NUMBER 496-3331.
 FC1780'
 FC1780'TO REACH THE STATION FROM THE POST OFFICE IN DUCKTOWN, GO NORTH
 FC1780'AND WEST ON STATE HIGHWAY 68 FOR 0.45 MILE TO A PAVED SIDE ROAD
 FC1780'LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 68 FOR 0.25 MILE TO A
 FC1780'PAVED DRIVEWAY LEFT AT THE TOP OF A HILL.  TURN LEFT AND GO
 FC1780'SOUTHERLY ON THE DRIVEWAY FOR 0.05 MILE TO THE HOME OF A.W.
 FC1780'POWERS.  FROM HERE PACK SOUTHERLY FOR ABOUT 200 FEET TO THE TOP
 FC1780'OF A RIDGE.  BEAR RIGHT AND GO WESTERLY FOR ABOUT 100 FEET TO
 FC1780'THE MARK ON THE LEFT.
 FC1780'
 FC1780'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FC1780'STAMPED---DUCKTOWN 1978---,
 FC1780'BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE PROJECTING 8 CM
 FC1780'ABOVE THE GROUND.  IT IS LOCATED
 FC1780'15 FEET SOUTHWEST FROM THE CENTER OF A TRACK ROAD AND
 FC1780'3.0  FEET WEST FROM A METAL WITNESS POST.
 FC1780'
 FC1780'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1781 ***********************************************************************
 FC1781  DESIGNATION -  DUCKTOWN RM
 FC1781  PID         -  FC1781
 FC1781  STATE/COUNTY-  TN/POLK
 FC1781  USGS QUAD   -  DUCKTOWN (1990)
 FC1781
 FC1781                         *CURRENT SURVEY CONTROL
 FC1781  ___________________________________________________________________
 FC1781* NAD 83(1995)-  35 02 34.88067(N)    084 23 39.49959(W)     ADJUSTED  
 FC1781* NAVD 88     -       625.3    (meters)    2052.     (feet)  VERTCON   
 FC1781  ___________________________________________________________________
 FC1781  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FC1781  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1781
 FC1781  HORZ ORDER  -  SECOND
 FC1781
 FC1781.The horizontal coordinates were established by classical geodetic methods
 FC1781.and adjusted by the National Geodetic Survey in April 1999..
 FC1781
 FC1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1781
 FC1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1781
 FC1781.The geoid height was determined by GEOID03.
 FC1781
 FC1781;                    North         East     Units Scale Factor Converg.
 FC1781;SPC TN       -    79,943.160   746,503.877   MT  1.00004297   +0 56 24.1
 FC1781;SPC TN       -   262,280.18  2,449,154.80   sFT  1.00004297   +0 56 24.1
 FC1781;UTM  16      - 3,880,918.609   737,677.556   MT  1.00029627   +1 29 48.7
 FC1781
 FC1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1781!SPC TN       -   0.99990641  x   1.00004297  =   0.99994938
 FC1781!UTM  16      -   0.99990641  x   1.00029627  =   1.00020266
 FC1781
 FC1781                          SUPERSEDED SURVEY CONTROL
 FC1781
 FC1781  NAD 83(1995)-  35 02 34.88075(N)    084 23 39.49961(W) AD(       ) 2
 FC1781  NAD 83(1995)-  35 02 34.88491(N)    084 23 39.50566(W) AD(       ) 2
 FC1781  NAD 83(1995)-  35 02 34.88497(N)    084 23 39.50557(W) AD(       ) 2
 FC1781  NAD 83(1986)-  35 02 34.88495(N)    084 23 39.50566(W) AD(       ) 2
 FC1781  NAD 27      -  35 02 34.60417(N)    084 23 39.77655(W) AD(       ) 2
 FC1781  NGVD 29 (07/19/86)  625.3    (m)         2052.     (f) VERT ANG       
 FC1781
 FC1781.Superseded values are not recommended for survey control.
 FC1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1781.See file dsdata.txt to determine how the superseded data were derived.
 FC1781
 FC1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3767880919(NAD 83)
 FC1781_MARKER: DD = SURVEY DISK
 FC1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1781_MARK LOGO: USGS  
 FC1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1781+STABILITY: SURFACE MOTION
 FC1781
 FC1781  HISTORY     - Date     Condition        Report By
 FC1781  HISTORY     - 1979     MONUMENTED       USGS
 FC1781
 FC1781                          STATION DESCRIPTION
 FC1781
 FC1781'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (JRS)
 FC1781'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DUCKTOWN, ON
 FC1781'TOP OF A BARE ERODED HILL AND ON PROPERTY OWNED BY CITIES SERVICE
 FC1781'COMPANY.  PERMISSION GRANTED BY FRANK D. RUSSELL, CITIES SERVICE
 FC1781'COMPANY, COPPERHILL , TENNESSEE 37313, PHONE NUMBER 496-3331.
 FC1781'
 FC1781'TO REACH THE STATION FROM THE POST OFFICE IN DUCKTOWN, GO NORTH
 FC1781'AND WEST ON STATE HIGHWAY 68 FOR 0.45 MILE TO A PAVED SIDE ROAD
 FC1781'LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 68 FOR 0.25 MILE TO A
 FC1781'PAVED DRIVEWAY ON THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND
 FC1781'GO SOUTHERLY ON DRIVEWAY FOR 0.05 MILE TO THE HOME OF A.W. POWERS.
 FC1781'FROM HERE PACK SOUTHERLY FOR ABOUT 200 FEET TO THE TOP OF A RIDGE.
 FC1781'BEAR RIGHT AND GO WESTERLY UP RIDGE FOR ABOUT 0.3 MILE TO THE
 FC1781'HIGHEST POINT AND THE STATION.
 FC1781'
 FC1781'THE STATION IS A STANDARD USGS DISK,
 FC1781'STAMPING NOT LEGIBLE,
 FC1781'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 FC1781'PROJECTS 3 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1781'19.0  FEET SOUTH FROM A METAL WITNESS POST.
 FC1781'
 FC1781'A TRAVERSE CONNECTION WAS MADE TO STATION DUCKTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1534 ***********************************************************************
 GD1534  DESIGNATION -  DUKE
 GD1534  PID         -  GD1534
 GD1534  STATE/COUNTY-  TN/WEAKLEY
 GD1534  USGS QUAD   -  CUBA (1977)
 GD1534
 GD1534                         *CURRENT SURVEY CONTROL
 GD1534  ___________________________________________________________________
 GD1534* NAD 83(1995)-  36 30 08.61077(N)    088 43 06.04494(W)     ADJUSTED  
 GD1534* NAVD 88     -       149.79   (+/-2cm)     491.4    (feet)  VERTCON   
 GD1534  ___________________________________________________________________
 GD1534  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GD1534  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1534
 GD1534  HORZ ORDER  -  SECOND
 GD1534  VERT ORDER  -  THIRD ? (See Below)
 GD1534
 GD1534.The horizontal coordinates were established by classical geodetic methods
 GD1534.and adjusted by the National Geodetic Survey in April 1999..
 GD1534
 GD1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1534.The vertical order pertains to the NGVD 29 superseded value.
 GD1534
 GD1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1534
 GD1534.The geoid height was determined by GEOID03.
 GD1534
 GD1534;                    North         East     Units Scale Factor Converg.
 GD1534;SPC TN       -   244,043.433   356,495.234   MT  1.00001633   -1 35 29.1
 GD1534;SPC TN       -   800,665.83  1,169,601.45   sFT  1.00001633   -1 35 29.1
 GD1534;SPC KY1Z     - 1,022,993.863 1,234,065.250   MT  1.00018956   -1 49 20.8
 GD1534;SPC KY1Z     - 3,356,272.37  4,048,762.41   sFT  1.00018956   -1 49 20.8
 GD1534;SPC KY S     -   522,938.753   234,101.284   MT  1.00004994   -1 48 00.7
 GD1534;SPC KY S     - 1,715,674.89    768,047.30   sFT  1.00004994   -1 48 00.7
 GD1534;UTM  16      - 4,041,046.343   346,111.014   MT  0.99989178   -1 01 20.5
 GD1534
 GD1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1534!SPC TN       -   0.99998092  x   1.00001633  =   0.99999725
 GD1534!SPC KY1Z     -   0.99998092  x   1.00018956  =   1.00017047
 GD1534!SPC KY S     -   0.99998092  x   1.00004994  =   1.00003086
 GD1534!UTM  16      -   0.99998092  x   0.99989178  =   0.99987270
 GD1534
 GD1534|---------------------------------------------------------------------|
 GD1534| PID    Reference Object                     Distance      Geod. Az  |
 GD1534|                                                           dddmmss.s |
 GD1534| GD1532 BOUNDARY MON 8 KY TN                 25.298 METERS 00156     |
 GD1534| CG3958 DUKE RM 1                            38.076 METERS 12703     |
 GD1534| GD1515 GOLDEN                              APPROX. 6.2 KM 2573601.0 |
 GD1534| CG3959 DUKE RM 2                            36.259 METERS 26250     |
 GD1534| CG3957 DUKE AZ MK                                         3021205.0 |
 GD1534|---------------------------------------------------------------------|
 GD1534
 GD1534                          SUPERSEDED SURVEY CONTROL
 GD1534
 GD1534  NAD 83(1995)-  36 30 08.61074(N)    088 43 06.04521(W) AD(       ) 2
 GD1534  NAD 83(1995)-  36 30 08.62453(N)    088 43 06.04401(W) AD(       ) 2
 GD1534  NAD 83(1986)-  36 30 08.62454(N)    088 43 06.04401(W) AD(       ) 2
 GD1534  NAD 27      -  36 30 08.41000(N)    088 43 05.84900(W) AD(       ) 2
 GD1534  NGVD 29 (07/19/86)  149.79   (m)          491.4    (f) LEVELING    3  
 GD1534
 GD1534.Superseded values are not recommended for survey control.
 GD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1534.See file dsdata.txt to determine how the superseded data were derived.
 GD1534
 GD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4611141046(NAD 83)
 GD1534_MARKER: DS = TRIANGULATION STATION DISK
 GD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1534_STAMPING: DUKE 1934
 GD1534_MARK LOGO: CGS   
 GD1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1534+STABILITY: SURFACE MOTION
 GD1534
 GD1534  HISTORY     - Date     Condition        Report By
 GD1534  HISTORY     - 1934     MONUMENTED       CGS
 GD1534  HISTORY     - 1972     GOOD             LOCSUR
 GD1534
 GD1534                          STATION DESCRIPTION
 GD1534
 GD1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1534'NEAR KENTUCKY-TENNESSEE STATE LINE, ABOUT 9.25 MILES EAST OF FULTON,
 GD1534'KY., 6.5 MILES EAST-SOUTHEAST OF WATER VALLEY, KY., 300 YARDS WEST
 GD1534'OF DUKEDOM POST OFFICE, ON TOP OF BANK ABOUT 8 FEET ABOVE LEVEL OF
 GD1534'KENTUCKY-TENNESSEE STATE-LINE ROAD, ON PROPERTY OF DUKEDOM
 GD1534'METHODIST CHURCH, 70.15 FEET NORTH ON NORTHWEST CORNER OF CHURCH,
 GD1534'52 FEET SOUTH OF CENTER LINE OF ROAD, 50.38 FEET EAST-NORTHEAST OF
 GD1534'MORE NORTHERLY OF TWO LARGE RED-OAK TREES, AND 36.3 FEET WEST OF
 GD1534'CENTER LINE OF DRIVEWAY LEADING TO CHURCH.  TO REACH FROM JUNCTION OF
 GD1534'U.S. ROUTES 51 AND 45E AT STANDARD OIL STATION IN FULTON, FOLLOW
 GD1534'U.S. ROUTE 45E EAST ONE BLOCK ACROSS RAILROAD TRACKS, CONTINUE
 GD1534'STRAIGHT AHEAD AT POINT WHERE ROUTE 45E TURNS TO RIGHT, AND FOLLOW
 GD1534'STATE-LINE ROAD DUE EAST 9.3 MILES TO CHURCH AND STATION SITE.
 GD1534'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1534'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1534'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ABOUT 50
 GD1534'FEET EAST OF REAR OF CHURCH, 45 FEET NORTHWEST OF LARGE RED-OAK
 GD1534'TREE, AND 124.92 FEET FROM STATION S 52 DEG 57 MIN E.  NO 2
 GD1534'IS ABOUT 75 FEET SOUTH OF CENTER LINE OF ROAD, 15 FEET
 GD1534'NORTH-NORTHWEST OF NORTHWEST CORNER OF SMALL HOUSE, 4 FEET EAST OF
 GD1534'FENCE LINE, AND 118.96 FEET FROM STATION S 82 DEG 50 MIN W.
 GD1534'AZIMUTH MARK IS AT EDGE OF PASTURE, 0.2 MILE NORTH OF STATE-LINE
 GD1534'ROAD, 15 FEET WEST OF CENTER LINE OF FIRST T-ROAD WEST OF STATION, 6
 GD1534'FEET SOUTHEAST OF 5-INCH WILD-CHERRY TREE, AND APPROXIMATELY 0.4
 GD1534'MILE FROM STATION N 57 DEG 48 MIN W.
 GD1534'KENTUCKY-TENNESSEE BOUNDARY MONUMENT NO. 8 IS 83 FEET FROM
 GD1534'STATION N 1 DEG 56 MIN E.
 GD1534
 GD1534                          STATION RECOVERY (1972)
 GD1534
 GD1534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GD1534'STA. IS AT DUKEDOM METHODIST CHURCH.  52 FEET S. OF AND 8 FEET
 GD1534'HIGHER THAN HWY.  96.1 FEET N. 10 W. FROM N.W. CORNER OF
 GD1534'CHURCH, 56.10 FEET N. 85 E. FROM 18 INCH MAPLE.  MONUMENT
 GD1534'PROJECTS 8 INCHES.
 GD1534'
 GD1534'ADD ABOVE INFORMATION TO ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2555 ***********************************************************************
 GC2555  DESIGNATION -  DULL
 GC2555  PID         -  GC2555
 GC2555  STATE/COUNTY-  TN/DICKSON
 GC2555  USGS QUAD   -  CHARLOTTE (1983)
 GC2555
 GC2555                         *CURRENT SURVEY CONTROL
 GC2555  ___________________________________________________________________
 GC2555* NAD 83(1995)-  36 12 22.47715(N)    087 17 03.42523(W)     ADJUSTED  
 GC2555* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 GC2555  ___________________________________________________________________
 GC2555  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC2555  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2555
 GC2555  HORZ ORDER  -  SECOND
 GC2555
 GC2555.The horizontal coordinates were established by classical geodetic methods
 GC2555.and adjusted by the National Geodetic Survey in April 1999..
 GC2555
 GC2555.The orthometric height was scaled from a topographic map.
 GC2555
 GC2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2555
 GC2555.The geoid height was determined by GEOID03.
 GC2555
 GC2555;                    North         East     Units Scale Factor Converg.
 GC2555;SPC TN       -   208,557.267   484,513.252   MT  0.99996944   -0 45 06.7
 GC2555;SPC TN       -   684,241.63  1,589,607.23   sFT  0.99996944   -0 45 06.7
 GC2555;UTM  16      - 4,006,861.733   474,444.937   MT  0.99960805   -0 10 04.5
 GC2555
 GC2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2555!SPC TN       -   0.99996846  x   0.99996944  =   0.99993790
 GC2555!UTM  16      -   0.99996846  x   0.99960805  =   0.99957652
 GC2555
 GC2555|---------------------------------------------------------------------|
 GC2555| PID    Reference Object                     Distance      Geod. Az  |
 GC2555|                                                           dddmmss.s |
 GC2555| CG5710 DULL RM 1                            30.748 METERS 00402     |
 GC2555| CG5709 DULL AZ MK                                         0361348.0 |
 GC2555| CG5711 DULL RM 2                            27.786 METERS 26426     |
 GC2555| GC2557 TT 4 D                               24.418 METERS 26919     |
 GC2555|---------------------------------------------------------------------|
 GC2555
 GC2555                          SUPERSEDED SURVEY CONTROL
 GC2555
 GC2555  NAD 83(1995)-  36 12 22.47855(N)    087 17 03.42775(W) AD(       ) 2
 GC2555  NAD 83(1995)-  36 12 22.48031(N)    087 17 03.42880(W) AD(       ) 2
 GC2555  NAD 83(1986)-  36 12 22.48716(N)    087 17 03.42829(W) AD(       ) 2
 GC2555  NAD 27      -  36 12 22.28500(N)    087 17 03.40100(W) AD(       ) 2
 GC2555
 GC2555.Superseded values are not recommended for survey control.
 GC2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2555.See file dsdata.txt to determine how the superseded data were derived.
 GC2555
 GC2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7444506862(NAD 83)
 GC2555_MARKER: DD = SURVEY DISK
 GC2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2555
 GC2555  HISTORY     - Date     Condition        Report By
 GC2555  HISTORY     - 1934     MONUMENTED       CGS
 GC2555
 GC2555                          STATION DESCRIPTION
 GC2555
 GC2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2555'ABOUT 3-3/4 MILES EAST-NORTHEAST OF CHARLOTTE, ABOUT 6 MILES
 GC2555'SOUTHEAST OF CUMBERLAND FURNACE, IN CORNER OF CULTIVATED FIELD
 GC2555'OWNED BY B. F. SENSING, 35 FEET FROM CENTER OF ROAD, AND ABOUT 35
 GC2555'FEET NORTH OF MR. SENSINGS HOME.  TO REACH FROM JUNCTION OF
 GC2555'STATE ROUTES 48 AND 49 IN CHARLOTTE, GO EAST 4.2 MILES ON ROUTE 49 TO
 GC2555'W. T. SENSINGS STORE AND STATION SITE.  SURFACE AND
 GC2555'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2555'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 GC2555'CONCRETE, ON WEST SIDE OF ROAD, AT FENCE LINE OF MRS. M.
 GC2555'BOWKERS HOME, AND 100.88 FEET FROM STATION, N 04 DEG 02 MIN E.
 GC2555'NO. 2 IS STANDARD REFERENCE DISK IN CORNER OF CONCRETE
 GC2555'PORCH OF W. T. SENSINGS STORE AND 91.16 FEET FROM STATION,
 GC2555'S 84 DEG 26 MIN W.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 GC2555'CONCRETE, ON PROPERTY OF J.M. SENSING, ABOUT 20 FEET EAST
 GC2555'OF CENTER OF ROAD, ABOUT 100 YARDS SOUTH OF DIRT LANE, AND 0.2
 GC2555'MILE FROM STATION, N 36 DEG 13 MIN 48 SEC E.  TRANSIT TRAVERSE
 GC2555'STATION NO. 4 D 1929 (U.S.G.S.) IS STANDARD DISK OF U.S.
 GC2555'GEOLOGICAL SURVEY, STAMPED T. T. STA. NO. 4 D 1929, SET IN CONCRETE
 GC2555'FLOOR OF MR. SENSINGS STORE PORCH AND 24.418 METERS (80.11 FEET)
 GC2555'FROM STATION, S 89 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0427 ***********************************************************************
 FF0427  DESIGNATION -  DUMP
 FF0427  PID         -  FF0427
 FF0427  STATE/COUNTY-  TN/SHELBY
 FF0427  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0427
 FF0427                         *CURRENT SURVEY CONTROL
 FF0427  ___________________________________________________________________
 FF0427* NAD 83(1995)-  35 04 32.03930(N)    090 02 35.46213(W)     ADJUSTED  
 FF0427* NAVD 88     -        72.150  (meters)     236.71   (feet)  ADJUSTED  
 FF0427  ___________________________________________________________________
 FF0427  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FF0427  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0427  DYNAMIC HT  -          72.083 (meters)     236.49  (feet)  COMP
 FF0427  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0427
 FF0427  HORZ ORDER  -  SECOND
 FF0427  VERT ORDER  -  SECOND    CLASS 0
 FF0427
 FF0427.The horizontal coordinates were established by classical geodetic methods
 FF0427.and adjusted by the National Geodetic Survey in April 1999..
 FF0427
 FF0427.The orthometric height was determined by differential leveling
 FF0427.and adjusted by the National Geodetic Survey in June 1991..
 FF0427
 FF0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0427
 FF0427.The geoid height was determined by GEOID03.
 FF0427
 FF0427.The dynamic height is computed by dividing the NAVD 88
 FF0427.geopotential number by the normal gravity value computed on the
 FF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0427.degrees latitude (g = 980.6199 gals.).
 FF0427
 FF0427.The modeled gravity was interpolated from observed gravity values.
 FF0427
 FF0427;                    North         East     Units Scale Factor Converg.
 FF0427;SPC TN       -    89,968.254   231,336.633   MT  1.00003536   -2 22 01.3
 FF0427;SPC TN       -   295,170.85    758,976.94   sFT  1.00003536   -2 22 01.3
 FF0427;SPC AR N     -    84,117.996   578,453.583   MT  0.99997508   +1 08 19.2
 FF0427;SPC AR N     -   275,977.13  1,897,809.80   sFT  0.99997508   +1 08 19.2
 FF0427;UTM  15      - 3,885,422.955   769,607.035   MT  1.00049593   +1 42 00.6
 FF0427;UTM  16      - 3,885,660.204   222,515.314   MT  1.00054906   -1 44 59.6
 FF0427
 FF0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0427!SPC TN       -   0.99999296  x   1.00003536  =   1.00002832
 FF0427!SPC AR N     -   0.99999296  x   0.99997508  =   0.99996804
 FF0427!UTM  15      -   0.99999296  x   1.00049593  =   1.00048889
 FF0427!UTM  16      -   0.99999296  x   1.00054906  =   1.00054202
 FF0427
 FF0427:                Primary Azimuth Mark                     Grid Az
 FF0427:SPC TN       -  DUMP AZ MK                               061 15 21.8
 FF0427:SPC AR N     -  DUMP AZ MK                               057 45 01.3
 FF0427:UTM  15      -  DUMP AZ MK                               057 11 19.9
 FF0427:UTM  16      -  DUMP AZ MK                               060 38 20.1
 FF0427
 FF0427|---------------------------------------------------------------------|
 FF0427| PID    Reference Object                     Distance      Geod. Az  |
 FF0427|                                                           dddmmss.s |
 FF0427| FF0426 DUMP AZ MK                                         0585320.5 |
 FF0427| FF0428 DUMP RM 1                            21.106 METERS 20546     |
 FF0427| FF0429 DUMP RM 2                            29.399 METERS 24248     |
 FF0427|---------------------------------------------------------------------|
 FF0427
 FF0427                          SUPERSEDED SURVEY CONTROL
 FF0427
 FF0427  NAD 83(1995)-  35 04 32.04137(N)    090 02 35.46185(W) AD(       ) 2
 FF0427  NAD 83(1995)-  35 04 32.04514(N)    090 02 35.46234(W) AD(       ) 2
 FF0427  NAD 83(1986)-  35 04 32.04929(N)    090 02 35.46326(W) AD(       ) 2
 FF0427  NAD 27      -  35 04 31.72020(N)    090 02 35.12960(W) AD(       ) 2
 FF0427  NGVD 29 (??/??/??)   72.118  (m)          236.61   (f) ADJUSTED    2 0
 FF0427
 FF0427.Superseded values are not recommended for survey control.
 FF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0427.See file dsdata.txt to determine how the superseded data were derived.
 FF0427
 FF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6960785423(NAD 83)
 FF0427_MARKER: DS = TRIANGULATION STATION DISK
 FF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0427+STABILITY: SURFACE MOTION
 FF0427
 FF0427  HISTORY     - Date     Condition        Report By
 FF0427  HISTORY     - 1959     MONUMENTED       CGS
 FF0427  HISTORY     - 1959     GOOD             CGS
 FF0427  HISTORY     - 19941102 MARK NOT FOUND   TN1620
 FF0427
 FF0427                          STATION DESCRIPTION
 FF0427
 FF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0427'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF DOWNTOWN
 FF0427'MEMPHIS IN THE MEMPHIS CITY DUMP AREA AND JUST NORTH OF NONCONNAH
 FF0427'CREEK.  IT IS ON THE NORTH SLOPE OF THE NORTH LEVEE OF THE
 FF0427'NOCONNAH CREEK DRAINAGE CANAL AND AT THE NORTH EDGE OF THE DUMP
 FF0427'AREA.  THE STATION, A STANDARD TRIANGULATION DISK STAMPED DUMP
 FF0427'1959 IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0427'THAT IS SET FLUSH WITH THE SURROUNDING SURFACE, ABOUT 4 FEET
 FF0427'BELOW THE TOP OF THE LEVEE, 24 FEET NORTH OF THE CENTER OF
 FF0427'THE LEVEE ROAD AND JUST SOUTH OF A WITNESS SIGN.
 FF0427'
 FF0427'TO REACH THE STATION FROM THE INTERSECTION OF MALLORY AVENUE
 FF0427'AND PROSPECT STREET IN THE SOUTHWEST SECTION OF MEMPHIS, GO
 FF0427'SOUTH ON PROSPECT STREET FOR 0.4 MILE TO THE CROSSING AT THE
 FF0427'I.C. (MEMPHIS AND STATE LINE RAILROAD), PASS OVER THE RAILROAD
 FF0427'AND TURN RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.05 MILE TO
 FF0427'WHERE THE LEVEE TURNS TO THE RIGHT AND THE AZIMUTH MARK ON THE
 FF0427'LEFT AS DESCRIBED.  CONTINUE WEST SOUTHWEST ALONG THE LEVEE
 FF0427'ROAD FOR 0.4 MILE AND THE STATION ON THE RIGHT AS DESCRIBED.
 FF0427'
 FF0427'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUMP NO 1 1959
 FF0427'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FF0427'SET FLUSH WITH THE SURROUNDING SURFACE.  IT IS ON THE SOUTH SLOPE
 FF0427'OF THE LEVEE ABOUT 2 FEET BELOW THE TOP OF THE LEVEE AND 20
 FF0427'FEET SOUTH OF THE CENTER OF THE LEVEE ROAD.
 FF0427'
 FF0427'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUMP NO 2 1959
 FF0427'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FF0427'SET FLUSH WITH THE SURROUNDING SURFACE.  IT IS ON THE NORTH
 FF0427'SLOPE OF THE LEVEE ABOUT 4 FEET BELOW THE TOP OF THE LEVEE AND
 FF0427'24 FEET NORTH OF THE CENTER OF THE LEVEE ROAD.
 FF0427'
 FF0427'THE AZIMUTH MARK IS LOCATED ON TOP THE LEVEE ABOUT 0.4 MILE
 FF0427'NORTHEAST OF THE STATION.  IT IS A STANDARD DISK STAMPED DUMP
 FF0427'1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0427'PROJECTS ABOUT 3 INCHES ABOVE THE SURROUNDING SURFACE, 68 FEET
 FF0427'SOUTH OF THE CENTER OF THE LEVEE ROAD, 42 FEET WEST OF THE EAST
 FF0427'EDGE OF AN EMBANKMENT, 5.0 FEET NORTH OF A POWERLINE POLE,
 FF0427'AND JUST SOUTH OF A WITNESS SIGN.
 FF0427'
 FF0427'HEIGHT OF LIGHT ABOVE STATION MARK 22.08 METERS.
 FF0427
 FF0427                          STATION RECOVERY (1959)
 FF0427
 FF0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0427'IN MEMPHIS.
 FF0427'TO REACH THE STATION FROM THE INTERSECTION OF MALLORY AVENUE AND
 FF0427'PROSPECT STREET IN THE SOUTHWEST SECTION OF MEMPHIS, GO SOUTH
 FF0427'ON PROSPECT STREET FOR 0.4 MILE TO THE CROSSING AT THE I.C.
 FF0427'(MEMPHIS AND STATE LINE RAILROAD), PASS OVER THE RAILROAD AND
 FF0427'TURH RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.05 MILE TO
 FF0427'WHERE THE LEVEE TURNS TO THE RIGHT, CONTINUE WEST SOUTHWEST ALONG
 FF0427'THE LEVEE ROAD FOR 0.4 MILE AND THE STATION ON THE RIGHT AS
 FF0427'DESCRIBED.  IT IS LOCATED ABOUT 5.0 MILES SOUTH OF DOWNTOWN MEMPHIS
 FF0427'IN THE MEMPHIS CITY DUMP AREA AND JUST NORTH OF NONCONNAH CREEK.
 FF0427'IT IS ON THE NORTH SLOPE OF THE NORTH LEVEE OF THE NOCONNAH
 FF0427'CREEK DRAINAGE CANAL AND AT THE NORTH EDGE OF THE DUMP AREA.
 FF0427'IT IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0427'IS SET FLUSH WITH THE GROUND, ABOUT 4 FEET BELOW THE TOP OF THE
 FF0427'LEVEE, 24 FEET NORTH OF THE CENTER OF THE LEVEE ROAD AND JUST
 FF0427'SOUTH OF A WITNESS POST.  IT IS 1.0 MILE WEST OF STATION
 FF0427'BELLEVUE 1959.
 FF0427
 FF0427                          STATION RECOVERY (1994)
 FF0427
 FF0427'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0426 ***********************************************************************
 FF0426  DESIGNATION -  DUMP AZ MK
 FF0426  PID         -  FF0426
 FF0426  STATE/COUNTY-  TN/SHELBY
 FF0426  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0426
 FF0426                         *CURRENT SURVEY CONTROL
 FF0426  ___________________________________________________________________
 FF0426* NAD 83(1986)-  35 04 42.     (N)    090 02 14.     (W)     SCALED    
 FF0426* NAVD 88     -        73.094  (meters)     239.81   (feet)  ADJUSTED  
 FF0426  ___________________________________________________________________
 FF0426  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0426  DYNAMIC HT  -          73.027 (meters)     239.59  (feet)  COMP
 FF0426  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0426
 FF0426  VERT ORDER  -  SECOND    CLASS 0
 FF0426
 FF0426.The horizontal coordinates were scaled from a topographic map and have
 FF0426.an estimated accuracy of +/- 6 seconds.
 FF0426
 FF0426.The orthometric height was determined by differential leveling
 FF0426.and adjusted by the National Geodetic Survey in June 1991..
 FF0426
 FF0426.The geoid height was determined by GEOID03.
 FF0426
 FF0426.The dynamic height is computed by dividing the NAVD 88
 FF0426.geopotential number by the normal gravity value computed on the
 FF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0426.degrees latitude (g = 980.6199 gals.).
 FF0426
 FF0426.The modeled gravity was interpolated from observed gravity values.
 FF0426
 FF0426;                    North         East    Units  Estimated Accuracy
 FF0426;SPC TN       -    90,250.      231,890.      MT  (+/- 180 meters Scaled)
 FF0426
 FF0426                          SUPERSEDED SURVEY CONTROL
 FF0426
 FF0426  NGVD 29 (??/??/??)   73.063  (m)          239.71   (f) ADJUSTED    2 0
 FF0426
 FF0426.Superseded values are not recommended for survey control.
 FF0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0426.See file dsdata.txt to determine how the superseded data were derived.
 FF0426
 FF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU701857(NAD 83)
 FF0426_MARKER: DZ = AZIMUTH MARK DISK
 FF0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0426_STAMPING: DUMP 1959
 FF0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0426+STABILITY: SURFACE MOTION
 FF0426
 FF0426  HISTORY     - Date     Condition        Report By
 FF0426  HISTORY     - 1959     MONUMENTED       CGS
 FF0426  HISTORY     - 19941012 MARK NOT FOUND   TN1620
 FF0426
 FF0426                          STATION DESCRIPTION
 FF0426
 FF0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0426'IN MEMPHIS.
 FF0426'TO REACH THE STATION FROM THE DUMP 1959 STATION SITE GO NORTHEAST
 FF0426'ON LEVEE ROAD FOR 0.4 MILE TO STATION ON THE RIGHT.  IT IS SET
 FF0426'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FF0426'3 INCHES FROM THE SURFACE OF THE GROUND, 68 FEET SOUTH OF THE
 FF0426'CENTER OF LEVEE ROAD, 42 FEET WEST OF THE EAST EDGE OF AN
 FF0426'EMBANKMENT, 5 FEET NORTH OF A POWERLINE POLE AND JUST SOUTH OF A
 FF0426'WITNESS POST.
 FF0426
 FF0426                          STATION RECOVERY (1994)
 FF0426
 FF0426'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0428 ***********************************************************************
 FF0428  DESIGNATION -  DUMP RM 1
 FF0428  PID         -  FF0428
 FF0428  STATE/COUNTY-  TN/SHELBY
 FF0428  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0428
 FF0428                         *CURRENT SURVEY CONTROL
 FF0428  ___________________________________________________________________
 FF0428* NAD 83(1986)-  35 04 32.     (N)    090 02 35.     (W)     SCALED    
 FF0428* NAVD 88     -        73.145  (meters)     239.98   (feet)  ADJUSTED  
 FF0428  ___________________________________________________________________
 FF0428  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0428  DYNAMIC HT  -          73.078 (meters)     239.76  (feet)  COMP
 FF0428  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0428
 FF0428  VERT ORDER  -  SECOND    CLASS 0
 FF0428
 FF0428.The horizontal coordinates were scaled from a topographic map and have
 FF0428.an estimated accuracy of +/- 6 seconds.
 FF0428
 FF0428.The orthometric height was determined by differential leveling
 FF0428.and adjusted by the National Geodetic Survey in June 1991..
 FF0428
 FF0428.The geoid height was determined by GEOID03.
 FF0428
 FF0428.The dynamic height is computed by dividing the NAVD 88
 FF0428.geopotential number by the normal gravity value computed on the
 FF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0428.degrees latitude (g = 980.6199 gals.).
 FF0428
 FF0428.The modeled gravity was interpolated from observed gravity values.
 FF0428
 FF0428;                    North         East    Units  Estimated Accuracy
 FF0428;SPC TN       -    89,970.      231,350.      MT  (+/- 180 meters Scaled)
 FF0428
 FF0428                          SUPERSEDED SURVEY CONTROL
 FF0428
 FF0428  NGVD 29 (??/??/??)   73.114  (m)          239.87   (f) ADJUSTED    2 0
 FF0428
 FF0428.Superseded values are not recommended for survey control.
 FF0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0428.See file dsdata.txt to determine how the superseded data were derived.
 FF0428
 FF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU696854(NAD 83)
 FF0428_MARKER: DR = REFERENCE MARK DISK
 FF0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0428+STABILITY: SURFACE MOTION
 FF0428
 FF0428  HISTORY     - Date     Condition        Report By
 FF0428  HISTORY     - 1959     MONUMENTED       CGS
 FF0428  HISTORY     - 1959     GOOD             CGS
 FF0428
 FF0428                          STATION DESCRIPTION
 FF0428
 FF0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0428'IN MEMPHIS.
 FF0428'IT IS LOCATED AT THE DUMP 1959 STATION SITE.  IT IS SET IN THE
 FF0428'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FF0428'AREA.  IT IS ON THE SOUTH SLOPE OF THE LEVEE ABOUT 2 FEET BELOW
 FF0428'THE TOP OF THE LEVEE, 20 FEET SOUTH OF THE CENTER OF THE LEVEE
 FF0428'AND 69.2 FEET SOUTHWEST OF STATION DUMP 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0429 ***********************************************************************
 FF0429  DESIGNATION -  DUMP RM 2
 FF0429  PID         -  FF0429
 FF0429  STATE/COUNTY-  TN/SHELBY
 FF0429  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0429
 FF0429                         *CURRENT SURVEY CONTROL
 FF0429  ___________________________________________________________________
 FF0429* NAD 83(1986)-  35 04 30.     (N)    090 02 35.     (W)     SCALED    
 FF0429* NAVD 88     -        72.550  (meters)     238.02   (feet)  ADJUSTED  
 FF0429  ___________________________________________________________________
 FF0429  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0429  DYNAMIC HT  -          72.483 (meters)     237.80  (feet)  COMP
 FF0429  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0429
 FF0429  VERT ORDER  -  SECOND    CLASS 0
 FF0429
 FF0429.The horizontal coordinates were scaled from a topographic map and have
 FF0429.an estimated accuracy of +/- 6 seconds.
 FF0429
 FF0429.The orthometric height was determined by differential leveling
 FF0429.and adjusted by the National Geodetic Survey in June 1991..
 FF0429
 FF0429.The geoid height was determined by GEOID03.
 FF0429
 FF0429.The dynamic height is computed by dividing the NAVD 88
 FF0429.geopotential number by the normal gravity value computed on the
 FF0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0429.degrees latitude (g = 980.6199 gals.).
 FF0429
 FF0429.The modeled gravity was interpolated from observed gravity values.
 FF0429
 FF0429;                    North         East    Units  Estimated Accuracy
 FF0429;SPC TN       -    89,910.      231,350.      MT  (+/- 180 meters Scaled)
 FF0429
 FF0429                          SUPERSEDED SURVEY CONTROL
 FF0429
 FF0429  NGVD 29 (??/??/??)   72.519  (m)          237.92   (f) ADJUSTED    2 0
 FF0429
 FF0429.Superseded values are not recommended for survey control.
 FF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0429.See file dsdata.txt to determine how the superseded data were derived.
 FF0429
 FF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU696853(NAD 83)
 FF0429_MARKER: DS = TRIANGULATION STATION DISK
 FF0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0429_STAMPING: DUMP NO 2 1959
 FF0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0429+STABILITY: SURFACE MOTION
 FF0429
 FF0429  HISTORY     - Date     Condition        Report By
 FF0429  HISTORY     - 1959     MONUMENTED       CGS
 FF0429
 FF0429                          STATION DESCRIPTION
 FF0429
 FF0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0429'IN MEMPHIS.
 FF0429'IT IS LOCATED AT THE DUMP 1959 STATION SITE.  IT IS 96.4 FEET
 FF0429'WEST-SOUTHWEST FROM DUMP 1959, ON THE NORTH SLOPE OF THE LEVEE
 FF0429'ABOUT 4 FEET BELOW THE TOP OF THE LEVEE AND 24 FEET NORTH OF THE
 FF0429'CENTER OF THE LEVEE ROAD AND IS SET IN THE TOP OF A 10-INCH
 FF0429'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURROUNDING
 FF0429'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3332 ***********************************************************************
 GA3332  DESIGNATION -  DUMPLIN
 GA3332  PID         -  GA3332
 GA3332  STATE/COUNTY-  TN/JEFFERSON
 GA3332  USGS QUAD   -  NEW MARKET (1987)
 GA3332
 GA3332                         *CURRENT SURVEY CONTROL
 GA3332  ___________________________________________________________________
 GA3332* NAD 83(1995)-  36 00 20.32890(N)    083 33 02.93924(W)     ADJUSTED  
 GA3332* NAVD 88     -       355.0    (meters)    1165.     (feet)  VERTCON   
 GA3332  ___________________________________________________________________
 GA3332  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3332  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA3332
 GA3332  HORZ ORDER  -  SECOND
 GA3332
 GA3332.The horizontal coordinates were established by classical geodetic methods
 GA3332.and adjusted by the National Geodetic Survey in April 1999..
 GA3332
 GA3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3332
 GA3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3332
 GA3332.The geoid height was determined by GEOID03.
 GA3332
 GA3332;                    North         East     Units Scale Factor Converg.
 GA3332;SPC TN       -   188,304.665   820,778.223   MT  0.99995287   +1 26 01.9
 GA3332;SPC TN       -   617,796.22  2,692,836.55   sFT  0.99995287   +1 26 01.9
 GA3332;UTM  17      - 3,987,584.472   270,093.711   MT  1.00025134   -1 30 00.7
 GA3332
 GA3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3332!SPC TN       -   0.99994912  x   0.99995287  =   0.99990199
 GA3332!UTM  17      -   0.99994912  x   1.00025134  =   1.00020044
 GA3332
 GA3332|---------------------------------------------------------------------|
 GA3332| PID    Reference Object                     Distance      Geod. Az  |
 GA3332|                                                           dddmmss.s |
 GA3332| GA3538 DUMPLIN AZ MK                       369.839 METERS 16312     |
 GA3332| FB2626 DOUGLAS DAM WATER TANK              APPROX. 4.4 KM 1691853.6 |
 GA3332| DB9226 DUMPLIN RM 1                         27.739 METERS 20821     |
 GA3332| DB9227 DUMPLIN RM 2                         21.642 METERS 32200     |
 GA3332|---------------------------------------------------------------------|
 GA3332
 GA3332                          SUPERSEDED SURVEY CONTROL
 GA3332
 GA3332  NAD 83(1995)-  36 00 20.33560(N)    083 33 02.94095(W) AD(       ) 2
 GA3332  NAD 83(1995)-  36 00 20.33577(N)    083 33 02.94121(W) AD(       ) 2
 GA3332  NAD 83(1995)-  36 00 20.33568(N)    083 33 02.94099(W) AD(       ) 2
 GA3332  NAD 83(1986)-  36 00 20.34027(N)    083 33 02.94004(W) AD(       ) 2
 GA3332  NAD 27      -  36 00 20.02350(N)    083 33 03.32850(W) AD(       ) 2
 GA3332  NGVD 29 (07/19/86)  355.2    (m)         1165.     (f) VERT ANG       
 GA3332
 GA3332.Superseded values are not recommended for survey control.
 GA3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3332.See file dsdata.txt to determine how the superseded data were derived.
 GA3332
 GA3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7009487584(NAD 83)
 GA3332_MARKER: DE = TRAVERSE STATION DISK
 GA3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3332
 GA3332  HISTORY     - Date     Condition        Report By
 GA3332  HISTORY     - 1961     MONUMENTED       CGS
 GA3332
 GA3332                          STATION DESCRIPTION
 GA3332
 GA3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3332'THE STATION IS LOCATED ON THE PROPERTY OF MRS. OLLIE BROOKS, ABOUT 3
 GA3332'MILES NORTH OF THE
 GA3332'DOUGLAS DAM AND ABOUT 0.5 MILE SOUTHEAST OF DUMPLIN.
 GA3332'
 GA3332'TO REACH THE STATION FROM THE EASTERN END OF THE FOUR LANE HIGHWAY AT
 GA3332'THE JUNCTION OF U.S.
 GA3332'HIGHWAYS 70 AND 11E WHICH IS ABOUT 10 MILES EAST OF
 GA3332'KNOXVILLE, GO EAST ON U.S.  HIGHWAY
 GA3332'70 FOR 5.1 MILES TO THE JUNCTION
 GA3332'OF STATE HIGHWAY 139, CONTINUE EAST ON U.S.  HIGHWAY
 GA3332'70 FOR 4.0 MILES
 GA3332'TO A SIDE ROAD ON THE RIGHT, DUMPLIN LOOP, TURN RIGHT AND GO 1.6
 GA3332'MILES TO A
 GA3332'T-JUNCTION AT DUMPLIN SHOPPING CENTER ON THE RIGHT, TURN
 GA3332'LEFT AND GO 0.1 MILE TO A
 GA3332'SIDE ROAD ON THE RIGHT AT THE DUMPLIN
 GA3332'BAPTIST CHURCH, TURN RIGHT PASSING THE EAST
 GA3332'SIDE OF CHURCH AND GO
 GA3332'0.15 MILE TO A SIDE ROAD ON THE LEFT AT THE CEMETERY ENTRANCE
 GA3332'STRAIGHT
 GA3332'AHEAD, TURN LEFT AND GO 0.2 MILE TO A DIM TRACK ROAD* ON THE
 GA3332'LEFT NEAR THE SUMMIT, TURN
 GA3332'LEFT AND FOLLOW DIM TRACK ROAD ALONG THE
 GA3332'SOUTH SIDE OF TIMBER FOR 0.35 MILE TO THE
 GA3332'HIGHEST PART OF HILL AND
 GA3332'THE STATION AS DESCRIBED.
 GA3332'
 GA3332'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DUMPLIN 1961,
 GA3332'SET IN A SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 2.6 FEET
 GA3332'SOUTHWEST OF A WITNESS SIGN AND
 GA3332'SET ON THE HIGHEST PART OF HILL.
 GA3332'
 GA3332'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DUMPLIN NO 1 1961,
 GA3332'SET IN A SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 25 FEET
 GA3332'SOUTH OF A 18-INCH TRIANGULAR
 GA3332'BLAZED TREE, SET ON THE SOUTHEASTERLY
 GA3332'SLOPE OF THE HILL AND SET ABOUT 2 FEET LOWER
 GA3332'THAN THE STATION MARK.
 GA3332'
 GA3332'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DUMPLIN NO 2 1961,
 GA3332'SET IN A SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 13 FEET
 GA3332'SOUTH OF A TRIANGULAR BLAZED PINE
 GA3332'TREE, SET ON THE NORTHWEST SLOPE OF
 GA3332'THE HILL AND SET ABOUT 4 FEET LOWER THAN THE STATION
 GA3332'MARK.
 GA3332'
 GA3332'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUMPLIN 1961, SET IN A
 GA3332'SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 17 FEET NORTHEAST
 GA3332'OF THE SOUTHEAST CORNER OF
 GA3332'AN ABANDONED HOUSE, 15.3 FEET EAST OF THE
 GA3332'NORTHEAST CORNER OF THE HOUSE, 2.7 FEET NORTH
 GA3332'OF A WITNESS SIGN AND 2
 GA3332'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 GA3332'
 GA3332'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3332'
 GA3332'*TO REACH THE AZIMUTH MARK FROM THE DIM TRACK ROAD ON THE LEFT,
 GA3332'CONTINUE ON THE MAIN TRACK
 GA3332'ROAD FOR 0.25 MILE TO AN ABANDONED HOUSE AND THE AZIMUTH
 GA3332'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3538 ***********************************************************************
 GA3538  DESIGNATION -  DUMPLIN AZ MK
 GA3538  PID         -  GA3538
 GA3538  STATE/COUNTY-  TN/JEFFERSON
 GA3538  USGS QUAD   -  NEW MARKET (1987)
 GA3538
 GA3538                         *CURRENT SURVEY CONTROL
 GA3538  ___________________________________________________________________
 GA3538* NAD 83(1995)-  36 00 08.84133(N)    083 32 58.67296(W)     ADJUSTED  
 GA3538* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 GA3538  ___________________________________________________________________
 GA3538  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GA3538  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA3538
 GA3538  HORZ ORDER  -  SECOND
 GA3538
 GA3538.The horizontal coordinates were established by classical geodetic methods
 GA3538.and adjusted by the National Geodetic Survey in April 1999..
 GA3538
 GA3538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3538
 GA3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3538
 GA3538.The geoid height was determined by GEOID03.
 GA3538
 GA3538;                    North         East     Units Scale Factor Converg.
 GA3538;SPC TN       -   187,953.398   820,893.892   MT  0.99995270   +1 26 04.4
 GA3538;SPC TN       -   616,643.77  2,693,216.04   sFT  0.99995270   +1 26 04.4
 GA3538;UTM  17      - 3,987,227.637   270,191.277   MT  1.00025079   -1 29 57.8
 GA3538
 GA3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3538!SPC TN       -   0.99995461  x   0.99995270  =   0.99990731
 GA3538!UTM  17      -   0.99995461  x   1.00025079  =   1.00020539
 GA3538
 GA3538|---------------------------------------------------------------------|
 GA3538| PID    Reference Object                     Distance      Geod. Az  |
 GA3538|                                                           dddmmss.s |
 GA3538| GA3332 DUMPLIN                             369.839 METERS 34313     |
 GA3538|---------------------------------------------------------------------|
 GA3538
 GA3538                          SUPERSEDED SURVEY CONTROL
 GA3538
 GA3538  NAD 83(1995)-  36 00 08.84803(N)    083 32 58.67469(W) AD(       ) 2
 GA3538  NAD 83(1995)-  36 00 08.84821(N)    083 32 58.67492(W) AD(       ) 2
 GA3538  NAD 83(1995)-  36 00 08.84809(N)    083 32 58.67471(W) AD(       ) 2
 GA3538  NAD 83(1986)-  36 00 08.85269(N)    083 32 58.67377(W) AD(       ) 2
 GA3538  NAD 27      -  36 00 08.53590(N)    083 32 59.06280(W) AD(       ) 2
 GA3538  NGVD 29 (07/19/86)  320.2    (m)         1051.     (f) VERT ANG       
 GA3538
 GA3538.Superseded values are not recommended for survey control.
 GA3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3538.See file dsdata.txt to determine how the superseded data were derived.
 GA3538
 GA3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7019187228(NAD 83)
 GA3538_MARKER: DZ = AZIMUTH MARK DISK
 GA3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3538_MARK LOGO: CGS   
 GA3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3538+STABILITY: SURFACE MOTION
 GA3538
 GA3538  HISTORY     - Date     Condition        Report By
 GA3538  HISTORY     - 1961     MONUMENTED       CGS
 GA3538
 GA3538                          STATION DESCRIPTION
 GA3538
 GA3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA3538'TO REACH THE STATION FROM THE EASTERN END OF THE FOUR LANE HIGHWAY AT
 GA3538'THE JUNCTION OF U.S.
 GA3538'HIGHWAYS 70 AND 11E WHICH IS ABOUT 10 MILES EAST OF
 GA3538'KNOXVILLE, GO EAST ON U.S.  HIGHWAY
 GA3538'70 FOR 5.1 MILES TO THE JUNCTION
 GA3538'OF STATE HIGHWAY 139, CONTINUE EAST ON U.S.  HIGHWAY
 GA3538'70 FOR 4.0 MILES
 GA3538'TO A SIDE ROAD ON THE RIGHT, DUMPLIN LOOP, TURN RIGHT AND GO 1.6
 GA3538'MILES TO A
 GA3538'T-JUNCTION AT DUMPLIN SHOPPING CENTER ON THE RIGHT, TURN
 GA3538'LEFT AND GO 0.1 MILE TO A
 GA3538'SIDE ROAD ON THE RIGHT AT THE DUMPLIN
 GA3538'BAPTIST CHURCH, TURN RIGHT PASSING THE EAST
 GA3538'SIDE OF CHURCH AND GO
 GA3538'0.15 MILE TO A SIDE ROAD ON THE LEFT AT THE CEMETERY ENTRANCE
 GA3538'STRAIGHT
 GA3538'AHEAD, TURN LEFT AND GO 0.2 MILE TO A DIM TRACK ROAD* ON THE
 GA3538'LEFT NEAR THE SUMMIT.
 GA3538'CONTINUE ON THE MAIN TRACK
 GA3538'ROAD FOR 0.25 MILE TO AN ABANDONED HOUSE AND THE AZIMUTH
 GA3538'MARK AS DESCRIBED.
 GA3538'
 GA3538'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUMPLIN 1961, SET IN A
 GA3538'SQUARE CONCRETE
 GA3538'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 17 FEET NORTHEAST
 GA3538'OF THE SOUTHEAST CORNER OF
 GA3538'AN ABANDONED HOUSE, 15.3 FEET EAST OF THE
 GA3538'NORTHEAST CORNER OF THE HOUSE, 2.7 FEET NORTH
 GA3538'OF A WITNESS SIGN AND 2
 GA3538'FEET EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1128 ***********************************************************************
 FC1128  DESIGNATION -  DUNLAP
 FC1128  PID         -  FC1128
 FC1128  STATE/COUNTY-  TN/SEQUATCHIE
 FC1128  USGS QUAD   -  DAUS (1974)
 FC1128
 FC1128                         *CURRENT SURVEY CONTROL
 FC1128  ___________________________________________________________________
 FC1128* NAD 83(1986)-  35 22 18.     (N)    085 23 24.     (W)     SCALED    
 FC1128* NAVD 88     -       218.735  (meters)     717.63   (feet)  ADJUSTED  
 FC1128  ___________________________________________________________________
 FC1128  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1128  DYNAMIC HT  -         218.528 (meters)     716.95  (feet)  COMP
 FC1128  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FC1128
 FC1128  VERT ORDER  -  SECOND    CLASS 0
 FC1128
 FC1128.The horizontal coordinates were scaled from a topographic map and have
 FC1128.an estimated accuracy of +/- 6 seconds.
 FC1128
 FC1128.The orthometric height was determined by differential leveling
 FC1128.and adjusted by the National Geodetic Survey in June 1991..
 FC1128
 FC1128.The geoid height was determined by GEOID03.
 FC1128
 FC1128.The dynamic height is computed by dividing the NAVD 88
 FC1128.geopotential number by the normal gravity value computed on the
 FC1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1128.degrees latitude (g = 980.6199 gals.).
 FC1128
 FC1128.The modeled gravity was interpolated from observed gravity values.
 FC1128
 FC1128;                    North         East    Units  Estimated Accuracy
 FC1128;SPC TN       -   115,380.      655,430.      MT  (+/- 180 meters Scaled)
 FC1128
 FC1128                          SUPERSEDED SURVEY CONTROL
 FC1128
 FC1128  NGVD 29 (??/??/92)  218.775  (m)          717.76   (f) ADJ UNCH    2 0
 FC1128
 FC1128.Superseded values are not recommended for survey control.
 FC1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1128.See file dsdata.txt to determine how the superseded data were derived.
 FC1128
 FC1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE462154(NAD 83)
 FC1128_MARKER: DB = BENCH MARK DISK
 FC1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1128_STAMPING: DUNLAP 1933
 FC1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1128+STABILITY: SURFACE MOTION
 FC1128
 FC1128  HISTORY     - Date     Condition        Report By
 FC1128  HISTORY     - 1933     MONUMENTED       CGS
 FC1128
 FC1128                          STATION DESCRIPTION
 FC1128
 FC1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FC1128'AT DUNLAP.
 FC1128'AT DUNLAP, SEQUATCHIE COUNTY, AT THE NORTHEAST CORNER OF THE
 FC1128'MAIN STREET INTERSECTION, AT THE SOUTHWEST CORNER OF THE JOE
 FC1128'ANDERSON STORE, 2-1/2 FEET NORTH OF THE CORNER IN THE THIRTEENTH
 FC1128'BRICK COURSE, AND 2-1/2 FEET HIGHER THAN THE SIDEWALK.  A
 FC1128'STANDARD DISK, STAMPED DUNLAP 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2351 ***********************************************************************
 GA2351  DESIGNATION -  DUNN
 GA2351  PID         -  GA2351
 GA2351  STATE/COUNTY-  TN/CLAIBORNE
 GA2351  USGS QUAD   -  AUSMUS (1980)
 GA2351
 GA2351                         *CURRENT SURVEY CONTROL
 GA2351  ___________________________________________________________________
 GA2351* NAD 83(1995)-  36 29 18.23684(N)    083 49 44.37615(W)     ADJUSTED  
 GA2351* NAVD 88     -       407.270  (meters)    1336.18   (feet)  ADJUSTED  
 GA2351  ___________________________________________________________________
 GA2351  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 GA2351  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2351  DYNAMIC HT  -         406.914 (meters)    1335.02  (feet)  COMP
 GA2351  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 GA2351
 GA2351  HORZ ORDER  -  SECOND
 GA2351  VERT ORDER  -  SECOND    CLASS 0
 GA2351
 GA2351.The horizontal coordinates were established by classical geodetic methods
 GA2351.and adjusted by the National Geodetic Survey in April 1999..
 GA2351
 GA2351.The orthometric height was determined by differential leveling
 GA2351.and adjusted by the National Geodetic Survey in June 1991..
 GA2351
 GA2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2351
 GA2351.The geoid height was determined by GEOID03.
 GA2351
 GA2351.The dynamic height is computed by dividing the NAVD 88
 GA2351.geopotential number by the normal gravity value computed on the
 GA2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2351.degrees latitude (g = 980.6199 gals.).
 GA2351
 GA2351.The modeled gravity was interpolated from observed gravity values.
 GA2351
 GA2351;                    North         East     Units Scale Factor Converg.
 GA2351;SPC TN       -   241,266.283   794,518.557   MT  1.00001351   +1 16 15.6
 GA2351;SPC TN       -   791,554.46  2,606,682.97   sFT  1.00001351   +1 16 15.6
 GA2351;UTM  17      - 4,041,843.404   246,580.556   MT  1.00039132   -1 40 59.5
 GA2351
 GA2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2351!SPC TN       -   0.99994084  x   1.00001351  =   0.99995435
 GA2351!UTM  17      -   0.99994084  x   1.00039132  =   1.00033214
 GA2351
 GA2351|---------------------------------------------------------------------|
 GA2351| PID    Reference Object                     Distance      Geod. Az  |
 GA2351|                                                           dddmmss.s |
 GA2351| GA2352 DUNN RM 1                             6.404 METERS 06537     |
 GA2351| GA2349 DUNN AZ MK                          APPROX. 1.2 KM 2173648.4 |
 GA2351| GA2350 DUNN RM 2                             6.224 METERS 24819     |
 GA2351|---------------------------------------------------------------------|
 GA2351
 GA2351                          SUPERSEDED SURVEY CONTROL
 GA2351
 GA2351  NAD 83(1995)-  36 29 18.23799(N)    083 49 44.37717(W) AD(       ) 2
 GA2351  NAD 83(1995)-  36 29 18.24225(N)    083 49 44.37462(W) AD(       ) 2
 GA2351  NAD 83(1995)-  36 29 18.24523(N)    083 49 44.37785(W) AD(       ) 2
 GA2351  NAD 83(1986)-  36 29 18.24752(N)    083 49 44.37650(W) AD(       ) 2
 GA2351  NAD 27      -  36 29 17.96465(N)    083 49 44.67223(W) AD(       ) 2
 GA2351  NGVD 29 (??/??/92)  407.418  (m)         1336.67   (f) ADJ UNCH    2 0
 GA2351
 GA2351.Superseded values are not recommended for survey control.
 GA2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2351.See file dsdata.txt to determine how the superseded data were derived.
 GA2351
 GA2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4658141843(NAD 83)
 GA2351_MARKER: DD = SURVEY DISK
 GA2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2351_STAMPING: DUNN 1964
 GA2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2351+STABILITY: SURFACE MOTION
 GA2351
 GA2351  HISTORY     - Date     Condition        Report By
 GA2351  HISTORY     - 1964     MONUMENTED       TNHD
 GA2351  HISTORY     - 1965     GOOD             TNHD
 GA2351
 GA2351                          STATION DESCRIPTION
 GA2351
 GA2351'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2351'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF LAFOLLETTE ON THE
 GA2351'PROPERTY OF MRS.  H. L.
 GA2351'DUNN.
 GA2351'
 GA2351'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 3.0 MILES
 GA2351'NORTHEAST ON STATE ROUTE 63
 GA2351'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 GA2351'AHEAD FOR 0.7 MILE EAST TO A
 GA2351'GRAVELED ROAD ON THE LEFT LEADING TO THE
 GA2351'CARR CEMETERY, TURN LEFT, NORTH, AND GO 0.1
 GA2351'MILE TO A FENCE, THEN
 GA2351'TURN RIGHT, EAST, AND GO 0.05 MILE ALONG THE FENCE TO THE
 GA2351'STATION.
 GA2351'
 GA2351'THE STATION IS 54 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE
 GA2351'AROUND THE CEMETERY, 2.1
 GA2351'FEET EAST OF A WITNESS POST AND 2 FEET SOUTHEAST OF
 GA2351'THE FENCE.  THE SURFACE AND
 GA2351'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2351'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA2351'STAMPED DUNN 1964.  THE
 GA2351'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2351'SURFACE DISK IS
 GA2351'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2351'
 GA2351'REFERENCE MARK NO. 1 IS 33 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 GA2351'THE FENCE AND 2 FEET
 GA2351'SOUTHEAST OF THE FENCE.  IT IS A STANDARD TENNESSEE
 GA2351'HIGHWAY DEPARTMENT DISK SET
 GA2351'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2351'MONUMENT AND THE DISK IS STAMPED DUNN RM-1
 GA2351'1964.
 GA2351'
 GA2351'REFERENCE MARK NO. 2 IS 96 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 GA2351'THE FENCE AND 2 FEET
 GA2351'SOUTHEAST OF THE FENCE.  IT IS A STANDARD TENNESSEE
 GA2351'HIGHWAY DEPARTMENT DISK SET
 GA2351'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2351'MONUMENT AND THE DISK IS STAMPED DUNN RM-2
 GA2351'1964.
 GA2351'
 GA2351'THE AZIMUTH MARK IS 103 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2351'STATE ROUTE 63, 9 FEET
 GA2351'SOUTHWEST OF A GRAVELED ROAD, 9 FEET NORTHEAST OF A
 GA2351'WITNESS POST AND 9 FEET
 GA2351'NORTHEAST OF TELEPHONE POLE 253.  IT IS ON
 GA2351'THE PROPERTY OF MRS.  H.  RUSSEL.  IT IS A
 GA2351'STANDARD TENNESSEE HIGHWAY
 GA2351'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2351'BEDROCK AND THE
 GA2351'DISK IS STAMPED DUNN AZI 1964.
 GA2351'
 GA2351'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA2351'
 GA2351'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2351'
 GA2351'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2351
 GA2351                          STATION RECOVERY (1965)
 GA2351
 GA2351'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2351'3.7 MI NE FROM SPEEDWELL.
 GA2351'FROM THE POST OFFICE IN SPEEDWELL, GO 3.7 MILES NORTHEAST ON
 GA2351'STATE ROUTE 63 TO A GRAVELED ROAD ON THE LEFT LEADING TO THE
 GA2351'CARR CEMETERY, TURN LEFT, NORTH, AND GO 0.1 MILE TO A FENCE,
 GA2351'THEN TURN RIGHT, EAST AND GO 0.05 MILE ALONG THE FENCE TO THE
 GA2351'MARK, 54 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE
 GA2351'AROUND THE CEMETERY, 2.1 FEET EAST OF A METAL WITNESS POST WITH
 GA2351'SIGN AND 2 FEET SOUTHEAST OF THE FENCE.  THE MARK IS A STANDARD
 GA2351'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA2351'CONCRETE MONUMENT, STAMPED DUNN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1499 ***********************************************************************
 GD1499  DESIGNATION -  DUNN
 GD1499  PID         -  GD1499
 GD1499  STATE/COUNTY-  TN/WEAKLEY
 GD1499  USGS QUAD   -  GREENFIELD (1985)
 GD1499
 GD1499                         *CURRENT SURVEY CONTROL
 GD1499  ___________________________________________________________________
 GD1499* NAD 83(1995)-  36 07 56.72708(N)    088 45 36.85177(W)     ADJUSTED  
 GD1499* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 GD1499  ___________________________________________________________________
 GD1499  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GD1499  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1499
 GD1499  HORZ ORDER  -  SECOND
 GD1499
 GD1499.The horizontal coordinates were established by classical geodetic methods
 GD1499.and adjusted by the National Geodetic Survey in April 1999..
 GD1499
 GD1499.The orthometric height was scaled from a topographic map.
 GD1499
 GD1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1499
 GD1499.The geoid height was determined by GEOID03.
 GD1499
 GD1499;                    North         East     Units Scale Factor Converg.
 GD1499;SPC TN       -   203,111.954   351,586.029   MT  0.99996192   -1 36 57.4
 GD1499;SPC TN       -   666,376.47  1,153,495.16   sFT  0.99996192   -1 36 57.4
 GD1499;UTM  16      - 4,000,071.278   341,612.057   MT  0.99990911   -1 02 17.3
 GD1499
 GD1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1499!SPC TN       -   0.99998026  x   0.99996192  =   0.99994218
 GD1499!UTM  16      -   0.99998026  x   0.99990911  =   0.99988937
 GD1499
 GD1499|---------------------------------------------------------------------|
 GD1499| PID    Reference Object                     Distance      Geod. Az  |
 GD1499|                                                           dddmmss.s |
 GD1499| CG3963 DUNN RM 1                            25.548 METERS 06329     |
 GD1499| GD1495 TREZEVANT MUNICIPAL TANK            APPROX.18.3 KM 1363052.1 |
 GD1499| GD1505 BRADFORD MUNICIPAL TANK             APPROX. 7.6 KM 2134659.7 |
 GD1499| CG3962 DUNN AZ MK RESET                                   2270824.9 |
 GD1499| CG3961 DUNN AZ MK                                         2381801.3 |
 GD1499| GD1500 GREENFIELD MUNICIPAL TANK           APPROX. 4.4 KM 3050942.8 |
 GD1499| CG3965 DUNN RM 3                            24.312 METERS 32621     |
 GD1499| CG3964 DUNN RM 2                            23.860 METERS 32754     |
 GD1499| GD1501 SHARON MUNICIPAL TANK               APPROX.12.6 KM 3321655.6 |
 GD1499|---------------------------------------------------------------------|
 GD1499
 GD1499                          SUPERSEDED SURVEY CONTROL
 GD1499
 GD1499  NAD 83(1995)-  36 07 56.72914(N)    088 45 36.85526(W) AD(       ) 2
 GD1499  NAD 83(1995)-  36 07 56.72916(N)    088 45 36.85548(W) AD(       ) 2
 GD1499  NAD 83(1986)-  36 07 56.73890(N)    088 45 36.85057(W) AD(       ) 2
 GD1499  NAD 27      -  36 07 56.50500(N)    088 45 36.62900(W) AD(       ) 2
 GD1499
 GD1499.Superseded values are not recommended for survey control.
 GD1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1499.See file dsdata.txt to determine how the superseded data were derived.
 GD1499
 GD1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4161200071(NAD 83)
 GD1499_MARKER: DS = TRIANGULATION STATION DISK
 GD1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1499
 GD1499  HISTORY     - Date     Condition        Report By
 GD1499  HISTORY     - 1934     MONUMENTED       CGS
 GD1499  HISTORY     - 1958     GOOD             CGS
 GD1499  HISTORY     - 1967     GOOD             CGS
 GD1499
 GD1499                          STATION DESCRIPTION
 GD1499
 GD1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1499'ABOUT 14 MILES WEST BY SOUTH OF MC KENZIE, 4.75 MILES NORTH-NORTHEAST
 GD1499'OF BRADFORD, 2.75 MILES SOUTHEAST OF GREENFIELD, ON HIGHEST PART OF
 GD1499'CLEARED KNOLL, AND ON PROPERTY OF WILLIAM H. DUNN.  TO REACH FROM
 GD1499'JUNCTION OF STATE ROUTE 54 AND U.S. ROUTE 45E IN GREENFIELD,
 GD1499'FOLLOW ROUTE 54 EAST 1 BLOCK, TURN SOUTH AND GO 0.95 MILE TO ROAD
 GD1499'FORKS, TURN ONTO RIGHT FORK AND FOLLOW MAIN-TRAVELED ROAD 2.4
 GD1499'MILES TO POINT WHERE ROAD MAKES SHARP RIGHT TURN AND DIM ROAD
 GD1499'CONTINUES STRAIGHT AHEAD, MR. CANTRELLS HOME ON RIGHT, CONTINUE
 GD1499'STRAIGHT AHEAD ON DIM ROAD 0.2 MILES TO DUNNS HOME, TURN LEFT
 GD1499'THROUGH GATE AND UP SMALL BANK AND GO 0.3 MILE EAST AND NORTH OVER
 GD1499'DIM ROAD THROUGH FIELD AND ORCHARD TO TOP OF HILL AND STATION SITE ON
 GD1499'WASTE LAND JUST NORTH OF COTTON PATCH.  SURFACE AND UNDERGROUND
 GD1499'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1499'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1499'CONCRETE.  NO. 1 IS DOWN NORTHEAST SLOPE OF HILL AND 84.13
 GD1499'FEET SLOPE DISTANCE FROM STATION N 63 DEG 29 MIN E.  NO. 2
 GD1499'IS 78.28 FEET FROM STATION N 32 DEG 06 MIN W.  DISTANCE
 GD1499'BETWEEN REFERENCE MARK NOS. 1 AND 2 IS 120.3 FEET.  AZIMUTH MARK IS
 GD1499'50 FEET EAST OF ROAD FORKS, 50 FEET WEST OF WEST CORNER OF HOUSE,
 GD1499'27 FEET SOUTHWEST OF CENTER LINE OF ROAD IN FRONT OF MR.
 GD1499'CANTRELLS HOUSE, 7 FEET NORTH-NORTHWEST OF 18-INCH SHADE TREE, AND
 GD1499'0.5 MILE FROM STATION S 58 DEG 18 MIN W.  FOLLOWING
 GD1499'DISTANCES AND BEARINGS ARE FROM STATION - BRADFORD, ALUMINUM
 GD1499'TANK, 5 MILES, S 33 DEG 47 MIN W.  TREZEVANT, MUNICIPAL WATER
 GD1499'TANK BLACK,
 GD1499'TOP OF BALL ON ROOF, 11.3 MILES, S 43 DEG 29 MIN E.
 GD1499'SHARON, BLACK WATER TANK, 7.8 MILES, N 27 DEG 43 MIN W, AND
 GD1499'GREENFIELD, MUNICIPAL WATER TANK BLACK, 2.7 MILES, N 54 DEG
 GD1499'50 MIN W.
 GD1499
 GD1499                          STATION RECOVERY (1958)
 GD1499
 GD1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1499'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARK 1 AND
 GD1499'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 GD1499'FOUND DESTROYED AND REFERENCE MARK 3 WAS SET AT THIS TIME.  THE
 GD1499'AZIMUTH MARK WAS FOUND TO BE BEHIND A TREE AND THE DIRECTION TO IT
 GD1499'COULD NOT BE CHECKED.  AZIMUTH MARK NO. 2 WAS SET AND THE OLD
 GD1499'AZIMUTH MARK WAS LEFT AS IT WAS FOUND.  A NEW DESCRIPTION
 GD1499'FOLLOWS.
 GD1499'
 GD1499'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF TREZEVANT, 5 MILES
 GD1499'NORTHEAST OF BRADFORD, 3 MILES SOUTHEAST OF GREENFIELD AND ON
 GD1499'PROPERTY OWNED BY MR. W. C. MEDLING.  IT IS 4 FEET NORTH OF A WHITE
 GD1499'WITNESS POST, 55 FEET EAST OF A FENCE AND 24 FEET NORTH OF THE
 GD1499'HIGHEST POINT OF THE HILL.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GD1499'DISK IS STAMPED DUNN 1934.
 GD1499'
 GD1499'REFERENCE MARK 1 IS 86 FEET NORTHEAST OF A WHITE WITNESS POST AND 35
 GD1499'FEET SOUTH OF AN OLD DIM ROAD.  THE MONUMENT PROJECTS 10 INCHES AND
 GD1499'THE DISK IS STAMPED DUNN NO 1 1934.
 GD1499'
 GD1499'REFERENCE MARK 3 IS 20 FEET EAST OF A FENCE, 51 FEET SOUTHWEST OF THE
 GD1499'DIM ROAD AND 82 FEET NORTHEAST OF THE WHITE WITNESS POST.  THE
 GD1499'MONUMENT IS FLUSH AND THE DISK IS STAMPED DUNN NO 3 1934.
 GD1499'
 GD1499'THE AZIMUTH MARK IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1499'FRAME HOUSE, 14 FEET WEST OF A POWERLINE POLE, 63 FEET NORTHEAST
 GD1499'OF THE CENTERLINE OF A GRAVELED ROAD AND 44 FEET SOUTH OF THE
 GD1499'CENTERLINE OF A DIRT ROAD.  THE MONUMENT PROJECTS 5 INCHES AND THE
 GD1499'DISK IS STAMPED DUNN AZI 1934.
 GD1499'
 GD1499'AZIMUTH MARK NO. 2 IS 1 FOOT NORTH OF A WHITE WITNESS POST, 2 FEET
 GD1499'NORTH OF A POWERLINE POLE, 34 FEET WEST OF THE CENTERLINE OF A
 GD1499'GRAVELED ROAD AND 29 FEET NORTH OF A T FENCE CORNER.  THE MONUMENT
 GD1499'IS FLUSH AND THE DISK IS STAMPED DUNN NO 2 1934.
 GD1499'
 GD1499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1499'HIGHWAY 124 IN GREENFIELD, GO EAST ON HIGHWAY 124 FOR 0.1 MILE.
 GD1499'TURN RIGHT, SOUTH, FOR 1.0 MILE TO A Y-INTERSECTION.* BEAR LEFT
 GD1499'FOR 2.0 MILES TO THE RESIDENCE OF MR. MEDLING.  FROM HERE PACK
 GD1499'SOUTHERLY FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE HILL AND
 GD1499'THE STATION AS DESCRIBED.
 GD1499'
 GD1499'*TO REACH THE AZIMUTH MARKS FROM THIS POINT BEAR RIGHT AND FOLLOW THE
 GD1499'GRAVELED ROAD FOR 2.3 MILES TO A Y-INTERSECTION AND OLD AZIMUTH MARK
 GD1499'AS DESCRIBED.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE TO
 GD1499'AZIMUTH MARK NO. 2 ON THE RIGHT.
 GD1499'
 GD1499'HEIGHT OF LIGHT SHOWN 22 METERS.
 GD1499
 GD1499                          STATION RECOVERY (1967)
 GD1499
 GD1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1499'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1499'CONDITION. THE ORIGINAL DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1499'
 GD1499'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1499'
 GD1499'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF TREZEVANT, 5 MILES
 GD1499'NORTHEAST OF BRADFORD, AND 3 MILES SOUTHEAST OF GREENFIELD ON THE
 GD1499'PROPERTY OF MR. W. C. MEDLING.
 GD1499'
 GD1499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1499'ROUTE 124 IN GREENFIELD, GO EAST ON STATE ROUTE 124 FOR 0.1 TO AN
 GD1499'OILED ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE OILED ROAD FOR 1.0
 GD1499'MILE TO A Y INTERSECTION.  HERE TURN LEFT AND GO SOUTHEASTERLY ON
 GD1499'A GRAVELED ROAD FOR 2.0 MILES TO THE FARM HOME OF MR. MEDLING ON
 GD1499'THE LEFT AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY
 GD1499'FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 GD1499'STATION AS DESCRIBED.
 GD1499'
 GD1499'THE STATION IS 55 FEET EAST OF A FENCE, 24 FEET NORTH OF THE HIGHEST
 GD1499'PART OF THE HILL AND 0.7 OF A FOOT NORTHWEST OF A METAL WITNESS POST
 GD1499'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1499'ROUND, CONCRETE MONUMENT AND THE DISK IS STAMPED DUNN 1934.
 GD1499'
 GD1499'REFERENCE MARK NO. 1 IS 83.82 FEET NORTHEAST OF THE STATION AND 35
 GD1499'FEET SOUTH OF THE APPROXIMATE CENTER OF A DIM, ABANDONED ROAD.  IT
 GD1499'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1499'MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED DUNN NO 1
 GD1499'1934.
 GD1499'
 GD1499'REFERENCE MARK NO. 3 IS 79.76 FEET NORTHWEST OF THE STATION, 51 FEET
 GD1499'SOUTHWEST OF THE APPROXIMATE CENTER OF THE DIM, ABANDONED ROAD, AND
 GD1499'20 FEET EAST OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1499'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1499'DUNN NO 3 1934.
 GD1499'
 GD1499'THE OLD ORIGINAL AZIMUTH MARK IS 61 FEET NORTHWEST OF THE NORTHWEST
 GD1499'CORNER OF A FRAME HOUSE, 13 FEET WEST OF A POWERLINE TRANSFORMER
 GD1499'POLE, 6 FEET SOUTHEAST OF A 12-INCH PINE TREE, 0.7 OF A FOOT WEST OF
 GD1499'A METAL WITNESS POST AND SIGN, AND AT THE SOUTH EDGE OF A SMALL GROVE
 GD1499'OF PINES.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GD1499'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GD1499'AND THE DISK IS STAMPED DUNN AZI 1934.
 GD1499'
 GD1499'AZIMUTH MARK RESET 1958 IS 34 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1499'AN OILED ROAD, 29 FEET NORTH OF A T FENCE CORNER POST, 2 FEET NORTH
 GD1499'OF A POWERLINE POLE, AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GD1499'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1499'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DUNN
 GD1499'1934 RESET 1958.
 GD1499'
 GD1499'TO REACH THE AZIMUTH MARKS FROM THE Y INTERSECTION MENTIONED IN THE
 GD1499'STATION TO REACH, TAKE THE RIGHT FORK AND CONTINUE ON AN OILED ROAD
 GD1499'SOUTHERLY FOR 2.3 MILES TO A Y INTERSECTION AND OF OLD AZIMUTH MARK
 GD1499'AS DESCRIBED.  CONTINUE SOUTHERLY ON THE OILED ROAD FOR 0.15 MILE TO
 GD1499'THE RESET AZIMUTH MARK AS DESCRIBED.
 GD1499'
 GD1499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.75 MILES
 GD1499'SOUTHEAST OF GREENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1543 ***********************************************************************
 FD1543  DESIGNATION -  DUNN
 FD1543  PID         -  FD1543
 FD1543  STATE/COUNTY-  TN/LAWRENCE
 FD1543  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1543
 FD1543                         *CURRENT SURVEY CONTROL
 FD1543  ___________________________________________________________________
 FD1543* NAD 83(1995)-  35 11 39.89831(N)    087 20 22.56795(W)     ADJUSTED  
 FD1543* NAVD 88     -       296.62   (+/-2cm)     973.2    (feet)  VERTCON   
 FD1543  ___________________________________________________________________
 FD1543  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD1543  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1543
 FD1543  HORZ ORDER  -  SECOND
 FD1543  VERT ORDER  -  THIRD ? (See Below)
 FD1543
 FD1543.The horizontal coordinates were established by classical geodetic methods
 FD1543.and adjusted by the National Geodetic Survey in April 1999..
 FD1543
 FD1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1543.The vertical order pertains to the NGVD 29 superseded value.
 FD1543
 FD1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1543
 FD1543.The geoid height was determined by GEOID03.
 FD1543
 FD1543;                    North         East     Units Scale Factor Converg.
 FD1543;SPC TN       -    96,372.741   478,002.673   MT  1.00001027   -0 47 03.3
 FD1543;SPC TN       -   316,182.90  1,568,247.10   sFT  1.00001027   -0 47 03.3
 FD1543;UTM  16      - 3,894,656.235   469,084.151   MT  0.99961178   -0 11 44.6
 FD1543
 FD1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1543!SPC TN       -   0.99995778  x   1.00001027  =   0.99996805
 FD1543!UTM  16      -   0.99995778  x   0.99961178  =   0.99956958
 FD1543
 FD1543|---------------------------------------------------------------------|
 FD1543| PID    Reference Object                     Distance      Geod. Az  |
 FD1543|                                                           dddmmss.s |
 FD1543| FD1339 DUNN 2 RM 4                          21.612 METERS 02530     |
 FD1543| FD1337 DUNN 2                                9.494 METERS 07925     |
 FD1543| CG5717 DUNN RM 1                            26.655 METERS 18130     |
 FD1543| FD1547 LEOMA TX EASTERN MICROWAVE TWR      APPROX. 4.4 KM 1981801.2 |
 FD1543| CG5716 DUNN 2 RM 5                                        3545128.5 |
 FD1543| CG5718 DUNN RM 2                            28.103 METERS 35526     |
 FD1543|---------------------------------------------------------------------|
 FD1543
 FD1543                          SUPERSEDED SURVEY CONTROL
 FD1543
 FD1543  NAD 83(1995)-  35 11 39.89875(N)    087 20 22.56918(W) AD(       ) 2
 FD1543  NAD 83(1995)-  35 11 39.90709(N)    087 20 22.57004(W) AD(       ) 2
 FD1543  NAD 83(1986)-  35 11 39.90930(N)    087 20 22.56980(W) AD(       ) 2
 FD1543  NAD 27      -  35 11 39.61660(N)    087 20 22.49430(W) AD(       ) 2
 FD1543  NGVD 29 (07/19/86)  296.58   (m)          973.0    (f) LEVELING    3  
 FD1543
 FD1543.Superseded values are not recommended for survey control.
 FD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1543.See file dsdata.txt to determine how the superseded data were derived.
 FD1543
 FD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6908494656(NAD 83)
 FD1543_MARKER: DD = SURVEY DISK
 FD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1543_STAMPING: DUNN 1962
 FD1543_MARK LOGO: TNHD  
 FD1543
 FD1543  HISTORY     - Date     Condition        Report By
 FD1543  HISTORY     - 1962     MONUMENTED       TNHD
 FD1543  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FD1543
 FD1543                          STATION DESCRIPTION
 FD1543
 FD1543'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1543'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF LAWRENCEBURG.
 FD1543'
 FD1543'TO REACH THE STATION FROM THE INTERSECTION OF U S 64 AND 43 IN
 FD1543'LAWRENCEBURG, GO 3.3
 FD1543'MILES SOUTH ON U S 43 TO CARBON FLAT TRUCK STOP ON THE RIGHT
 FD1543'AND THE STATION ON THE LEFT
 FD1543'
 FD1543'THE STATION IS 36 FEET WEST OF THE APPROXIMATE CENTER OF U S 43 AND
 FD1543'9.0 FEET NORTH OF A
 FD1543'WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE
 FD1543'STANDARD TENNESSEE HIGHWAY
 FD1543'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 FD1543'DUNN 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD1543'INCHES BELOW THE
 FD1543'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH, SQUARE,
 FD1543'FLUSH, CONCRETE MONUMENT.
 FD1543'
 FD1543'REFERENCE MARK NO 1 IS 60 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1543'DUNN-LEOMA ROAD AND 35
 FD1543'FEET EAST OF THE APPROXIMATE CENTER OF U S 43.  THE MARK
 FD1543'IS A STANDARD TENNESSEE
 FD1543'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 FD1543'SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD1543'DISK IS STAMPED DUNN RM 1 1962.
 FD1543'
 FD1543'REFERENCE MARK NO 2 IS 79 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FD1543'GRAVELED DRIVEWAY AND 27
 FD1543'FEET WEST OF THE APPROXIMATE CENTER OF U S 43.  THE
 FD1543'MARK IS A STANDARD TENNESSEE
 FD1543'HIGHWAY DEPARTMENT DISK SET IN A
 FD1543'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD1543'THE DISK IS STAMPED  DUNN RM 2 1962.
 FD1543'
 FD1543'INTERSECTION STATION LEOMA, TEXAS EASTERN MICRO WAVE TOWER WILL SERVE
 FD1543'AS AN ALL OBSERVATIONS
 FD1543'WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD1543'
 FD1543'HEIGHT OF LIGHT ABOVE STATION MARK 22.64 METERS.
 FD1543
 FD1543                          STATION RECOVERY (1973)
 FD1543
 FD1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 FD1543'DUE TO CONSTRUCTION ALONG U. S. HIGHWAY 43 ALL MARKS FOR STATION
 FD1543'DUNN 1962 WILL BE DESTROYED.  A NEW STATION DUNN 2 1973 WAS
 FD1543'ESTABLISHED AT THIS DATE.
 FD1543'
 FD1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 FD1543'OF LAURENCEBERG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2413 ***********************************************************************
 GC2413  DESIGNATION -  DUNN
 GC2413  PID         -  GC2413
 GC2413  STATE/COUNTY-  TN/ROBERTSON
 GC2413  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2413
 GC2413                         *CURRENT SURVEY CONTROL
 GC2413  ___________________________________________________________________
 GC2413* NAD 83(1995)-  36 33 00.57737(N)    086 58 32.13577(W)     ADJUSTED  
 GC2413* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 GC2413  ___________________________________________________________________
 GC2413  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GC2413  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2413
 GC2413  HORZ ORDER  -  FIRST
 GC2413
 GC2413.The horizontal coordinates were established by classical geodetic methods
 GC2413.and adjusted by the National Geodetic Survey in April 1999..
 GC2413
 GC2413.The orthometric height was scaled from a topographic map.
 GC2413
 GC2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2413
 GC2413.The geoid height was determined by GEOID03.
 GC2413
 GC2413;                    North         East     Units Scale Factor Converg.
 GC2413;SPC TN       -   246,397.761   512,651.075   MT  1.00002640   -0 34 16.1
 GC2413;SPC TN       -   808,389.99  1,681,922.74   sFT  1.00002640   -0 34 16.1
 GC2413;UTM  16      - 4,044,972.368   502,184.341   MT  0.99960006   +0 00 52.3
 GC2413
 GC2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2413!SPC TN       -   0.99997044  x   1.00002640  =   0.99999684
 GC2413!UTM  16      -   0.99997044  x   0.99960006  =   0.99957052
 GC2413
 GC2413:                Primary Azimuth Mark                     Grid Az
 GC2413:SPC TN       -  RUSSELLVILLE BEACON LIGHT                014 49 57.1
 GC2413:UTM  16      -  RUSSELLVILLE BEACON LIGHT                014 14 48.7
 GC2413
 GC2413|---------------------------------------------------------------------|
 GC2413| PID    Reference Object                     Distance      Geod. Az  |
 GC2413|                                                           dddmmss.s |
 GC2413| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.31.6 KM 0141541.0 |
 GC2413| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX. 9.3 KM 1192547.3 |
 GC2413| GC2329 AIRWAY BEACON 24                    APPROX.18.9 KM 1422153.2 |
 GC2413| CG5712 DUNN RM 1                                          27108     |
 GC2413| GC2449 MCMURRY RESET                       APPROX.16.7 KM 3001345.6 |
 GC2413| CG5713 DUNN RM 2                            22.980 METERS 35603     |
 GC2413|---------------------------------------------------------------------|
 GC2413
 GC2413                          SUPERSEDED SURVEY CONTROL
 GC2413
 GC2413  NAD 83(1995)-  36 33 00.57921(N)    086 58 32.14026(W) AD(       ) 1
 GC2413  NAD 83(1995)-  36 33 00.57923(N)    086 58 32.14027(W) AD(       ) 1
 GC2413  NAD 83(1986)-  36 33 00.58665(N)    086 58 32.14145(W) AD(       ) 1
 GC2413  NAD 27      -  36 33 00.42800(N)    086 58 32.14300(W) AD(       ) 1
 GC2413
 GC2413.Superseded values are not recommended for survey control.
 GC2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2413.See file dsdata.txt to determine how the superseded data were derived.
 GC2413
 GC2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0218444972(NAD 83)
 GC2413_MARKER: DS = TRIANGULATION STATION DISK
 GC2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2413
 GC2413  HISTORY     - Date     Condition        Report By
 GC2413  HISTORY     - 1930     MONUMENTED       CGS
 GC2413  HISTORY     - 1935     GOOD             CGS
 GC2413  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GC2413
 GC2413                          STATION DESCRIPTION
 GC2413
 GC2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2413'ABOUT 6 MILES NORTHWEST OF SPRINGFIELD AND 1-1/2 MILES EAST OF CEDAR
 GC2413'HILL, ON ROUTE 41E, ON LAND OWNED AND OCCUPIED BY J.D. DUNN, 14.5
 GC2413'METERS (48 FEET) NORTH OF CENTER LINE OF HIGHWAY, 5 METERS (16 FEET)
 GC2413'NORTHWEST OF SOUTHWEST FENCE CORNER.  TO REACH FROM CEDAR
 GC2413'HILL, GO EAST 1.6 MILES ON ROUTE 41E TO DUNNS LARGE, WELL-KEPT HOUSE
 GC2413'ON LEFT OF HIGHWAY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2413'STATION DISKS IN CONCRETE.  REFERENCE MARKS ARE
 GC2413'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON
 GC2413'NORTHWEST FENCE CORNER, 7.5 METERS (25 FEET) SOUTH OF HIGHWAY, AND
 GC2413'APPROXIMATELY 150 METERS (492 FEET) FROM STATION.
 GC2413'NO. 2 IS ON EAST EDGE OF FENCE ON WEST SIDE OF YARD, ABOUT 25
 GC2413'METERS (82 FEET) FROM SOUTHWEST CORNER OF DUNNS HOME, AND 22.98
 GC2413'METERS (75.4 FEET) FROM STATION.
 GC2413
 GC2413                          STATION RECOVERY (1935)
 GC2413
 GC2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2413'STATION AND REFERENCE MARK NO. 2 IN GOOD CONDITION.  REFERENCE MARK
 GC2413'NO. 1 DUE TO DITCHING OF HIGHWAY IS BEING WASHED OUT.
 GC2413'
 GC2413'DESCRIPTIONS EASILY FOLLOWED.
 GC2413
 GC2413                          STATION RECOVERY (1953)
 GC2413
 GC2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2413'ALL MARKS WERE RECOVERED AT THIS STATION.  THE STATION MARK AND
 GC2413'REFERENCE MARK NO. 1 WERE NEAR THE EDGE OF A CUT IN THE HIGHWAY AND
 GC2413'THE DIRT WAS ERODING AWAY FROM THEM.  THESE MARKS WERE DESTROYED BY
 GC2413'THIS PARTY AND A NEW STATION, DUNN 2 WAS ESTABLISHED.  DISTANCE TO
 GC2413'THE REFERENCE MARK CHECKED.  THE STATION WAS NOT OCCUPIED AT THIS
 GC2413'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1337 ***********************************************************************
 FD1337  DESIGNATION -  DUNN 2
 FD1337  PID         -  FD1337
 FD1337  STATE/COUNTY-  TN/LAWRENCE
 FD1337  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1337
 FD1337                         *CURRENT SURVEY CONTROL
 FD1337  ___________________________________________________________________
 FD1337* NAD 83(1995)-  35 11 39.95486(N)    087 20 22.19903(W)     ADJUSTED  
 FD1337* NAVD 88     -       296.526  (meters)     972.85   (feet)  ADJUSTED  
 FD1337  ___________________________________________________________________
 FD1337  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD1337  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1337  DYNAMIC HT  -         296.242 (meters)     971.92  (feet)  COMP
 FD1337  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FD1337
 FD1337  HORZ ORDER  -  SECOND
 FD1337  VERT ORDER  -  FIRST     CLASS II
 FD1337
 FD1337.The horizontal coordinates were established by classical geodetic methods
 FD1337.and adjusted by the National Geodetic Survey in April 1999..
 FD1337
 FD1337.The orthometric height was determined by differential leveling
 FD1337.and adjusted by the National Geodetic Survey in June 1991..
 FD1337
 FD1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1337
 FD1337.The geoid height was determined by GEOID03.
 FD1337
 FD1337.The dynamic height is computed by dividing the NAVD 88
 FD1337.geopotential number by the normal gravity value computed on the
 FD1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1337.degrees latitude (g = 980.6199 gals.).
 FD1337
 FD1337.The modeled gravity was interpolated from observed gravity values.
 FD1337
 FD1337;                    North         East     Units Scale Factor Converg.
 FD1337;SPC TN       -    96,374.356   478,012.029   MT  1.00001027   -0 47 03.1
 FD1337;SPC TN       -   316,188.20  1,568,277.80   sFT  1.00001027   -0 47 03.1
 FD1337;UTM  16      - 3,894,657.945   469,093.486   MT  0.99961177   -0 11 44.4
 FD1337
 FD1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1337!SPC TN       -   0.99995780  x   1.00001027  =   0.99996806
 FD1337!UTM  16      -   0.99995780  x   0.99961177  =   0.99956958
 FD1337
 FD1337|---------------------------------------------------------------------|
 FD1337| PID    Reference Object                     Distance      Geod. Az  |
 FD1337|                                                           dddmmss.s |
 FD1337| FD1338 DUNN 2 RM 3                          17.603 METERS 18006     |
 FD1337| FD1547 LEOMA TX EASTERN MICROWAVE TWR      APPROX. 4.4 KM 1982432.0 |
 FD1337| FD1543 DUNN                                  9.494 METERS 25925     |
 FD1337| CG5718 DUNN RM 2                            28.705 METERS 33614     |
 FD1337| CG5716 DUNN 2 RM 5                                        3530451.0 |
 FD1337| FD1339 DUNN 2 RM 4                          17.762 METERS 35955     |
 FD1337|---------------------------------------------------------------------|
 FD1337
 FD1337                          SUPERSEDED SURVEY CONTROL
 FD1337
 FD1337  NAD 83(1995)-  35 11 39.95529(N)    087 20 22.20026(W) AD(       ) 2
 FD1337  NAD 83(1995)-  35 11 39.96363(N)    087 20 22.20112(W) AD(       ) 2
 FD1337  NAD 83(1986)-  35 11 39.96584(N)    087 20 22.20088(W) AD(       ) 2
 FD1337  NAD 27      -  35 11 39.67315(N)    087 20 22.12539(W) AD(       ) 2
 FD1337  NGVD 29 (07/19/86)  296.47   (m)          972.7    (f) LEVELING    3  
 FD1337
 FD1337.Superseded values are not recommended for survey control.
 FD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1337.See file dsdata.txt to determine how the superseded data were derived.
 FD1337
 FD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6909394658(NAD 83)
 FD1337_MARKER: DS = TRIANGULATION STATION DISK
 FD1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1337_STAMPING: DUNN 2 1973
 FD1337_MARK LOGO: NGS   
 FD1337_PROJECTION: FLUSH
 FD1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1337+STABILITY: SURFACE MOTION
 FD1337
 FD1337  HISTORY     - Date     Condition        Report By
 FD1337  HISTORY     - 1973     MONUMENTED       NGS
 FD1337  HISTORY     - 1973     GOOD             NGS
 FD1337  HISTORY     - 1983     GOOD             NGS
 FD1337
 FD1337                          STATION DESCRIPTION
 FD1337
 FD1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FD1337'STATION IS LOCATED 3 MILES SOUTH OF LAURENCEBERG.
 FD1337'
 FD1337'TO REACH FROM THE INTERSECTION OF U. S. 64 AND 43 AT LAURENCEBERG,
 FD1337'GO SOUTH 3.3 MILES ON U. S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT
 FD1337'AND STATION ON LEFT.  STATION IS 157 FEET NORTH OF APPROXIMATE
 FD1337'CENTERLINE OF DUNN-LEOMA ROAD, 157 FEET WEST-NORTHWEST OF
 FD1337'NORTHWEST CORNER OF BRICK HOME, 66 FEET EAST OF APPROXIMATE
 FD1337'CENTERLINE OF U. S. HIGHWAY 43, 1.0 FEET WEST OF METAL WITNESS
 FD1337'POST AND SIGN, ALONG EAST RIGHT-OF-WAY OF U.S. 43, 168 FEET
 FD1337'SOUTH OF APPROXIMATE CENTERLINE GRAVELED DRIVE.
 FD1337'
 FD1337'REFERENCE MARK NO. 3 IS 48 FEET WEST OF SOUTHWEST CORNER OF
 FD1337'BRICK HOUSE, 101 FEET SOUTH OF APPROXIMATE CENTERLINE GRAVELED
 FD1337'DRIVE, 226 FEET NORTH OF APPROXIMATE CENTERLINE OF DUNN-LEOMA
 FD1337'ROAD, 67 FEET EAST OF APPROXIMATE CENTERLINE OF U. S. HIGHWAY
 FD1337'43, 1.0 FEET NORTH OF METAL WITNESS POST AND SIGN.
 FD1337'
 FD1337'REFERENCE MARK NO. 4 IS 315 FEET NORTH OF APPROXIMATE CENTERLINE OF
 FD1337'DUNN-LEOMA ROAD, 65 FEET EAST OF APPROXIMATE CENTERLINE OF U. S.
 FD1337'HIGHWAY 43, 1.0 FEET SOUTH OF METAL WITNESS POST AND SIGN, 179
 FD1337'FEET NORTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, 110 FEET SOUTH
 FD1337'OF APPROXIMATE CENTERLINE GRAVELED DRIVE.
 FD1337'
 FD1337'AZIMUTH MARK IS 71 FEET WEST OF APPROXIMATE CENTERLINE OF U. S.
 FD1337'HIGHWAY 43, 111 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF WHITE
 FD1337'FRAME HOUSE, 78 FEET EAST OF A 30-INCH OAK TREE, 1.0 FEET EAST OF
 FD1337'METAL WITNESS POST AND SIGN, ALONG WEST RIGHT-OF-WAY OF HIGHWAY.
 FD1337'IT IS APPROXIMATELY 0.2 MILE NORTH OF STATION.
 FD1337'
 FD1337'NEAREST TOWN--LAURENCEBERG.
 FD1337
 FD1337                          STATION RECOVERY (1973)
 FD1337
 FD1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FD1337'3.0 MI SOUTH FROM LAWRENCEBERG.
 FD1337'FROM THE INTERSECTION OF U.S. 64 AND 43 IN LAWRENCEBERG, GO SOUTH
 FD1337'3.3 MILES ON U.S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT AND MARK ON
 FD1337'LEFT, 157 FEET NORTH OF APPROXIMATE CENTERLINE OF DUNN-LEOMA ROAD,
 FD1337'157 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF BRICK HOME, 66 FEET
 FD1337'EAST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, ALONG EAST
 FD1337'RIGHT-OF-WAY OF U.S. 43, AND 168 FEET SOUTH OF APPROXIMATE CENTERLINE
 FD1337'GRAVELED DRIVE.
 FD1337'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 FD1337
 FD1337                          STATION RECOVERY (1983)
 FD1337
 FD1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1337'RECOVERED IN GOOD CONDITION.  NOTE, 48.7 METERS (157.7 FT) NORTH OF
 FD1337'THE CENTER OF DUNN ROAD, 17.6 METERS (57.7 FT) NORTH OF DUNN 2 RM 3,
 FD1337'AND 43.6 METERS (142.9 FT) NORTH OF THE CENTER OF A 24 INCH ROUND
 FD1337'CONCRETE CULVERT HEADWALL.
 FD1337'THE MARK IS 17.6 METERS  N FROM A WITNESS POST.
 FD1337'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2414 ***********************************************************************
 GC2414  CBN         -  This is a Cooperative Base Network Control Station.
 GC2414  DESIGNATION -  DUNN 2
 GC2414  PID         -  GC2414
 GC2414  STATE/COUNTY-  TN/ROBERTSON
 GC2414  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2414
 GC2414                         *CURRENT SURVEY CONTROL
 GC2414  ___________________________________________________________________
 GC2414* NAD 83(1995)-  36 33 00.78631(N)    086 58 31.51754(W)     ADJUSTED  
 GC2414* NAVD 88     -       216.8    (meters)     711.     (feet)  GPS OBS   
 GC2414  ___________________________________________________________________
 GC2414  X           -     270,682.407 (meters)                     COMP
 GC2414  Y           -  -5,122,879.419 (meters)                     COMP
 GC2414  Z           -   3,777,524.193 (meters)                     COMP
 GC2414  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GC2414  ELLIP HEIGHT-         187.17  (meters)          (12/14/95) GPS OBS
 GC2414  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2414
 GC2414  HORZ ORDER  -  B
 GC2414  ELLP ORDER  -  FIRST     CLASS II
 GC2414
 GC2414.The horizontal coordinates were established by GPS observations
 GC2414.and adjusted by the National Geodetic Survey in December 1995..
 GC2414
 GC2414.The orthometric height was determined by GPS observations and a
 GC2414.high-resolution geoid model.
 GC2414
 GC2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2414
 GC2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2414
 GC2414.The ellipsoidal height was determined by GPS observations
 GC2414.and is referenced to NAD 83.
 GC2414
 GC2414.The geoid height was determined by GEOID03.
 GC2414
 GC2414;                    North         East     Units Scale Factor Converg.
 GC2414;SPC TN       -   246,404.048   512,666.515   MT  1.00002641   -0 34 15.8
 GC2414;SPC TN       -   808,410.61  1,681,973.39   sFT  1.00002641   -0 34 15.8
 GC2414;UTM  16      - 4,044,978.810   502,199.708   MT  0.99960006   +0 00 52.7
 GC2414
 GC2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2414!SPC TN       -   0.99997063  x   1.00002641  =   0.99999704
 GC2414!UTM  16      -   0.99997063  x   0.99960006  =   0.99957070
 GC2414
 GC2414:                Primary Azimuth Mark                     Grid Az
 GC2414:SPC TN       -  DUNN 2 AZ MK                             070 09 46.5
 GC2414:UTM  16      -  DUNN 2 AZ MK                             069 34 38.0
 GC2414
 GC2414|---------------------------------------------------------------------|
 GC2414| PID    Reference Object                     Distance      Geod. Az  |
 GC2414|                                                           dddmmss.s |
 GC2414| CG5714 DUNN 2 AZ MK                                       0693530.7 |
 GC2414| GC2416 SPRINGFIELD N MUNICIPAL TANK        APPROX. 9.9 KM 1192738.1 |
 GC2414| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 9.4 KM 1255123.0 |
 GC2414| CG5715 DUNN 2 RM 3                          28.803 METERS 14005     |
 GC2414| GC2413 DUNN                                 16.670 METERS 24716     |
 GC2414| CG5713 DUNN RM 2                            26.678 METERS 31413     |
 GC2414|---------------------------------------------------------------------|
 GC2414
 GC2414                          SUPERSEDED SURVEY CONTROL
 GC2414
 GC2414  NAD 83(1995)-  36 33 00.78815(N)    086 58 31.52203(W) AD(       ) B
 GC2414  ELLIP H (09/07/90)  187.11   (m)                       GP(       ) 4 1
 GC2414  NAD 83(1986)-  36 33 00.79561(N)    086 58 31.52315(W) AD(       ) 2
 GC2414  NAD 27      -  36 33 00.63700(N)    086 58 31.52500(W) AD(       ) 2
 GC2414  NGVD 29 (09/07/90)  216.9    (m)          712.     (f) GPS OBS        
 GC2414
 GC2414.Superseded values are not recommended for survey control.
 GC2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2414.See file dsdata.txt to determine how the superseded data were derived.
 GC2414
 GC2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0220044979(NAD 83)
 GC2414_MARKER: DS = TRIANGULATION STATION DISK
 GC2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2414_STAMPING: DUNN 2 1953
 GC2414_MARK LOGO: CGS   
 GC2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2414+STABILITY: SURFACE MOTION
 GC2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2414+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 GC2414
 GC2414  HISTORY     - Date     Condition        Report By
 GC2414  HISTORY     - 1953     MONUMENTED       CGS
 GC2414  HISTORY     - 1987     GOOD             AEROS
 GC2414  HISTORY     - 19950613 GOOD             NGS
 GC2414
 GC2414                          STATION DESCRIPTION
 GC2414
 GC2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2414'STATION IS LOCATED 6 MILES NORTHWEST OF SPRINGFIELD AND 5 MILES
 GC2414'SOUTHEAST OF ADAMS ON PROPERTY OWNED BY MR. J.V. DUNN.  IT IS 106
 GC2414'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 53 FEET NORTH OF THE
 GC2414'CENTER OF U.S. HIGHWAY 41 AND 32 FEET SOUTH OF THE CENTER OF A
 GC2414'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED DUNN 2 1953.
 GC2414'
 GC2414'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE CENTER OF A DRIVEWAY AND
 GC2414'12 FEET SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS 6 INCHES
 GC2414'AND THE DISK IS STAMPED DUNN NO 2 1930.
 GC2414'
 GC2414'REFERENCE MARK NO. 3 IS 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3
 GC2414'FEET WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.
 GC2414'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNN NO 3 1953.
 GC2414'
 GC2414'AZIMUTH MARK IS 23 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 3
 GC2414'FEET WEST OF A POWER LINE POLE AND WHITE WITNESS POST.  THE MARK
 GC2414'PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNN 2 1953.
 GC2414'
 GC2414'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 GC2414'STATE HIGHWAY 76 IN ADAMS, GO SOUTHEAST ON HIGHWAY 41 FOR 5.4 MILES
 GC2414'TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.7 MILE TO
 GC2414'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2414'
 GC2414'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2414
 GC2414                          STATION RECOVERY (1987)
 GC2414
 GC2414'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GC2414'THE STATION WAS RECOVERED AT THIS DATE.
 GC2414'A NEW DESCRIPTION FOLLOWS.
 GC2414'
 GC2414'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHWEST OF
 GC2414'SPRINGFIELD,
 GC2414'8.0 KM (5 MI) SOUTHEAST OF ADAMS, JUST NORTH OF U.S. HIGHWAY 41.
 GC2414'OWNERSHIP--UNKNOWN.
 GC2414'
 GC2414'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 431, U.S. HIGHWAY
 GC2414'41 (MEMORIAL STREET), AND STATE ROUTE 49 (EAST 5TH STREET) IN
 GC2414'SPRINGFIELD, GO NORTH FOR 2.1 KM (1.3 MI) ON U.S. HIGHWAY 41 TO A
 GC2414'(Y) JUNCTION.
 GC2414'FOLLOW THE LEFT FORK AND GO WEST FOR 8.4 KM (5.2 MI) ON U.S.
 GC2414'HIGHWAY 41 TO A SIDE ROAD LEFT (OLD U.S. HIGHWAY 41).  TURN LEFT
 GC2414'AND GO FOR 0.89 KM (0.55 MI) ON OLD U.S. HIGHWAY 41 TO THE STATION
 GC2414'ON THE RIGHT.
 GC2414'
 GC2414'THE STATION IS A STANDARD USCGS DISK
 GC2414'STAMPED---DUNN 2 1953---,
 GC2414'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GC2414'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 GC2414'33.28 METERS (109.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 GC2414'BRICK PORCH OF HOUSE NUMBER 184,
 GC2414'28.41 METERS (93.2 FT) SOUTHEAST FROM A LIGHT POLE ADJACENT TO A
 GC2414'GARAGE,
 GC2414'17.19 METERS (56.4 FT) NORTH FROM THE CENTERLINE OF OLD U.S.
 GC2414'HIGHWAY 41.
 GC2414
 GC2414                          STATION RECOVERY (1995)
 GC2414
 GC2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1338 ***********************************************************************
 FD1338  DESIGNATION -  DUNN 2 RM 3
 FD1338  PID         -  FD1338
 FD1338  STATE/COUNTY-  TN/LAWRENCE
 FD1338  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1338
 FD1338                         *CURRENT SURVEY CONTROL
 FD1338  ___________________________________________________________________
 FD1338* NAD 83(1986)-  35 11 39.     (N)    087 20 21.     (W)     SCALED    
 FD1338* NAVD 88     -       296.35   (meters)     972.3    (feet)  RESET     
 FD1338  ___________________________________________________________________
 FD1338  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1338
 FD1338  VERT ORDER  -  THIRD
 FD1338
 FD1338.The horizontal coordinates were scaled from a topographic map and have
 FD1338.an estimated accuracy of +/- 6 seconds.
 FD1338
 FD1338.The orthometric height was computed from unverified reset data.
 FD1338.No vertical observational check was made to the station.
 FD1338
 FD1338.The geoid height was determined by GEOID03.
 FD1338
 FD1338;                    North         East    Units  Estimated Accuracy
 FD1338;SPC TN       -    96,350.      478,040.      MT  (+/- 180 meters Scaled)
 FD1338
 FD1338                          SUPERSEDED SURVEY CONTROL
 FD1338
 FD1338  NGVD 29 (10/12/01)  296.30   (m)          972.1    (f) RESET       3  
 FD1338
 FD1338.Superseded values are not recommended for survey control.
 FD1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1338.See file dsdata.txt to determine how the superseded data were derived.
 FD1338
 FD1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD691946(NAD 83)
 FD1338_MARKER: DR = REFERENCE MARK DISK
 FD1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1338_STAMPING: DUNN 2 NO 3
 FD1338_MARK LOGO: NGS   
 FD1338_PROJECTION: FLUSH
 FD1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1338+STABILITY: SURFACE MOTION
 FD1338
 FD1338  HISTORY     - Date     Condition        Report By
 FD1338  HISTORY     - 1973     MONUMENTED       NGS
 FD1338  HISTORY     - 1983     GOOD             NGS
 FD1338
 FD1338                          STATION DESCRIPTION
 FD1338
 FD1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1338'3.0 MI SOUTH FROM LAWRENCEBERG.
 FD1338'FROM THE INTERSECTION OF U.S. 64 AND 43 IN LAWRENCEBERG, GO SOUTH
 FD1338'3.3 MILES ON U.S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT AND MARK
 FD1338'ON LEFT, 48 FEET WEST OF SOUTHWEST CORNER OF BRICK HOUSE, 101 FEET
 FD1338'SOUTH OF APPROXIMATE CENTERLINE GRAVELED DRIVE, 226 FEET NORTH
 FD1338'OF APPROXIMATE CENTERLINE OF DUNN-LEOMA ROAD, AND 67 FEET EAST OF
 FD1338'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43.
 FD1338'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 FD1338
 FD1338                          STATION RECOVERY (1983)
 FD1338
 FD1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1338'RECOVERED IN GOOD CONDITION.  NOTE 30.0 METERS (100.00 FT) NORTH OF
 FD1338'THE APPROXIMATE CENTER OF DUNN-LEOMA ROAD, 16.4 METERS (53.8 FT) EAST
 FD1338'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 26.0 METERS
 FD1338'(85.2 FT) NORTH OF THE CENTER OF A 24 INCH ROUND CONCRETE CULVERT
 FD1338'HEADWALL, AND 17.6 METERS (57.7 FT) SOUTH OF STATION DUNN RM 2.  NOT
 FD1338'LEVELED TO THIS SURVEY.
 FD1338'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FD1338'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1339 ***********************************************************************
 FD1339  DESIGNATION -  DUNN 2 RM 4
 FD1339  PID         -  FD1339
 FD1339  STATE/COUNTY-  TN/LAWRENCE
 FD1339  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1339
 FD1339                         *CURRENT SURVEY CONTROL
 FD1339  ___________________________________________________________________
 FD1339* NAD 83(1986)-  35 11 40.     (N)    087 20 22.     (W)     SCALED    
 FD1339* NAVD 88     -       296.39   (meters)     972.4    (feet)  RESET     
 FD1339  ___________________________________________________________________
 FD1339  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1339
 FD1339  VERT ORDER  -  THIRD
 FD1339
 FD1339.The horizontal coordinates were scaled from a topographic map and have
 FD1339.an estimated accuracy of +/- 6 seconds.
 FD1339
 FD1339.The orthometric height was computed from unverified reset data.
 FD1339.No vertical observational check was made to the station.
 FD1339
 FD1339.The geoid height was determined by GEOID03.
 FD1339
 FD1339;                    North         East    Units  Estimated Accuracy
 FD1339;SPC TN       -    96,380.      478,020.      MT  (+/- 180 meters Scaled)
 FD1339
 FD1339                          SUPERSEDED SURVEY CONTROL
 FD1339
 FD1339  NGVD 29 (10/12/01)  296.34   (m)          972.2    (f) RESET       3  
 FD1339
 FD1339.Superseded values are not recommended for survey control.
 FD1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1339.See file dsdata.txt to determine how the superseded data were derived.
 FD1339
 FD1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690946(NAD 83)
 FD1339_MARKER: DR = REFERENCE MARK DISK
 FD1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1339_STAMPING: DUNN 2 RM NO 4 1973
 FD1339_PROJECTION: FLUSH
 FD1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1339+STABILITY: SURFACE MOTION
 FD1339
 FD1339  HISTORY     - Date     Condition        Report By
 FD1339  HISTORY     - 1973     MONUMENTED       NGS
 FD1339
 FD1339                          STATION DESCRIPTION
 FD1339
 FD1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1339'3.0 MI SOUTH FROM LAWRENCEBERG.
 FD1339'FROM THE INTERSECTION OF U.S. 64 AND 43 IN LAWRENCEBERG, GO SOUTH
 FD1339'3.3 MILES ON U.S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT AND MARK
 FD1339'ON LEFT, 315 FEET NORTH OF APPROXIMATE CENTERLINE OF DUNN-LEOMA ROAD,
 FD1339'65 FEET EAST APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, 179 FEET
 FD1339'NORTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, AND 110 FEET SOUTH
 FD1339'OF APPROXIMATE CENTERLINE OF GRAVELED DRIVE.
 FD1339'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2349 ***********************************************************************
 GA2349  DESIGNATION -  DUNN AZ MK
 GA2349  PID         -  GA2349
 GA2349  STATE/COUNTY-  TN/CLAIBORNE
 GA2349  USGS QUAD   -  AUSMUS (1980)
 GA2349
 GA2349                         *CURRENT SURVEY CONTROL
 GA2349  ___________________________________________________________________
 GA2349* NAD 83(1995)-  36 28 46.67500(N)    083 50 14.48727(W)     ADJUSTED  
 GA2349* NAVD 88     -       370.081  (meters)    1214.17   (feet)  ADJUSTED  
 GA2349  ___________________________________________________________________
 GA2349  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GA2349  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2349  DYNAMIC HT  -         369.757 (meters)    1213.11  (feet)  COMP
 GA2349  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 GA2349
 GA2349  HORZ ORDER  -  SECOND
 GA2349  VERT ORDER  -  SECOND    CLASS 0
 GA2349
 GA2349.The horizontal coordinates were established by classical geodetic methods
 GA2349.and adjusted by the National Geodetic Survey in April 1999..
 GA2349
 GA2349.The orthometric height was determined by differential leveling
 GA2349.and adjusted by the National Geodetic Survey in June 1991..
 GA2349
 GA2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2349
 GA2349.The geoid height was determined by GEOID03.
 GA2349
 GA2349.The dynamic height is computed by dividing the NAVD 88
 GA2349.geopotential number by the normal gravity value computed on the
 GA2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2349.degrees latitude (g = 980.6199 gals.).
 GA2349
 GA2349.The modeled gravity was interpolated from observed gravity values.
 GA2349
 GA2349;                    North         East     Units Scale Factor Converg.
 GA2349;SPC TN       -   240,277.040   793,790.758   MT  1.00001177   +1 15 57.9
 GA2349;SPC TN       -   788,308.92  2,604,295.18   sFT  1.00001177   +1 15 57.9
 GA2349;UTM  17      - 4,040,892.620   245,802.447   MT  1.00039618   -1 41 16.1
 GA2349
 GA2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2349!SPC TN       -   0.99994668  x   1.00001177  =   0.99995845
 GA2349!UTM  17      -   0.99994668  x   1.00039618  =   1.00034284
 GA2349
 GA2349                          SUPERSEDED SURVEY CONTROL
 GA2349
 GA2349  NAD 83(1995)-  36 28 46.67614(N)    083 50 14.48829(W) AD(       ) 2
 GA2349  NAD 83(1995)-  36 28 46.68062(N)    083 50 14.48610(W) AD(       ) 2
 GA2349  NAD 83(1995)-  36 28 46.68326(N)    083 50 14.48907(W) AD(       ) 2
 GA2349  NAD 83(1986)-  36 28 46.68559(N)    083 50 14.48774(W) AD(       ) 2
 GA2349  NAD 27      -  36 28 46.40253(N)    083 50 14.78299(W) AD(       ) 2
 GA2349  NGVD 29 (??/??/??)  370.29   (m)         1214.9    (f) RESET       3  
 GA2349
 GA2349.Superseded values are not recommended for survey control.
 GA2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2349.See file dsdata.txt to determine how the superseded data were derived.
 GA2349
 GA2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4580240893(NAD 83)
 GA2349_MARKER: DD = SURVEY DISK
 GA2349_SETTING: 66 = SET IN ROCK OUTCROP
 GA2349_SP_SET: BEDROCK
 GA2349_STAMPING: DUNN AZI 1964
 GA2349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2349+STABILITY: POSITION/ELEVATION WELL
 GA2349
 GA2349  HISTORY     - Date     Condition        Report By
 GA2349  HISTORY     - 1964     MONUMENTED       TNHD
 GA2349  HISTORY     - 1965     GOOD             TNHD
 GA2349
 GA2349                          STATION DESCRIPTION
 GA2349
 GA2349'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2349'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 3.0 MILES
 GA2349'NORTHEAST ON STATE ROUTE 63
 GA2349'TO THE AZIMUTH MARK ON THE RIGHT,
 GA2349'
 GA2349'THE AZIMUTH MARK IS 103 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2349'STATE ROUTE 63, 9 FEET
 GA2349'SOUTHWEST OF A GRAVELED ROAD, 9 FEET NORTHEAST OF A
 GA2349'WITNESS POST AND 9 FEET
 GA2349'NORTHEAST OF TELEPHONE POLE 253.  IT IS ON
 GA2349'THE PROPERTY OF MRS.  H.  RUSSEL.  IT IS A
 GA2349'STANDARD TENNESSEE HIGHWAY
 GA2349'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2349'BEDROCK AND THE
 GA2349'DISK IS STAMPED DUNN AZI 1964.
 GA2349
 GA2349                          STATION RECOVERY (1965)
 GA2349
 GA2349'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2349'3 MI NE FROM SPEEDWELL.
 GA2349'FROM THE POST OFFICE IN SPEEDWELL, GO 3.0 MILES NORTHEAST ON
 GA2349'STATE ROUTE 63 TO THE MARK ON THE RIGHT, 103 FEET SOUTHEAST OF
 GA2349'THE APPROXIMATE CENTER OF STATE ROUTE 63, 9 FEET SOUTHWEST OF A
 GA2349'GRAVELED ROAD, 9 FEET NORTHEAST OF A METAL WITNESS POST WITH
 GA2349'SIGN, 9 FEET NORTHEAST OF TELEPHONE POLE NO. 253 AND ON THE
 GA2349'PROPERTY OF MRS. H. RUSSELL.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2349'DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING
 GA2349'BEDROCK, STAMPED DUNN AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2352 ***********************************************************************
 GA2352  DESIGNATION -  DUNN RM 1
 GA2352  PID         -  GA2352
 GA2352  STATE/COUNTY-  TN/CLAIBORNE
 GA2352  USGS QUAD   -  AUSMUS (1980)
 GA2352
 GA2352                         *CURRENT SURVEY CONTROL
 GA2352  ___________________________________________________________________
 GA2352* NAD 83(1986)-  36 29 18.     (N)    083 49 44.     (W)     SCALED    
 GA2352* NAVD 88     -       407.367  (meters)    1336.50   (feet)  ADJUSTED  
 GA2352  ___________________________________________________________________
 GA2352  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2352  DYNAMIC HT  -         407.011 (meters)    1335.34  (feet)  COMP
 GA2352  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GA2352
 GA2352  VERT ORDER  -  SECOND    CLASS 0
 GA2352
 GA2352.The horizontal coordinates were scaled from a topographic map and have
 GA2352.an estimated accuracy of +/- 6 seconds.
 GA2352
 GA2352.The orthometric height was determined by differential leveling
 GA2352.and adjusted by the National Geodetic Survey in June 1991..
 GA2352
 GA2352.The geoid height was determined by GEOID03.
 GA2352
 GA2352.The dynamic height is computed by dividing the NAVD 88
 GA2352.geopotential number by the normal gravity value computed on the
 GA2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2352.degrees latitude (g = 980.6199 gals.).
 GA2352
 GA2352.The modeled gravity was interpolated from observed gravity values.
 GA2352
 GA2352;                    North         East    Units  Estimated Accuracy
 GA2352;SPC TN       -   241,260.      794,530.      MT  (+/- 180 meters Scaled)
 GA2352
 GA2352                          SUPERSEDED SURVEY CONTROL
 GA2352
 GA2352  NGVD 29 (??/??/92)  407.515  (m)         1336.99   (f) ADJ UNCH    2 0
 GA2352
 GA2352.Superseded values are not recommended for survey control.
 GA2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2352.See file dsdata.txt to determine how the superseded data were derived.
 GA2352
 GA2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA465418(NAD 83)
 GA2352_MARKER: DR = REFERENCE MARK DISK
 GA2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2352_STAMPING: DUNN RM-1 1964
 GA2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2352+STABILITY: SURFACE MOTION
 GA2352
 GA2352  HISTORY     - Date     Condition        Report By
 GA2352  HISTORY     - 1964     MONUMENTED       TNHD
 GA2352  HISTORY     - 1965     GOOD             TNHD
 GA2352
 GA2352                          STATION DESCRIPTION
 GA2352
 GA2352'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2352'3.7 MI NE FROM SPEEDWELL.
 GA2352'THIS MARK IS LOCATED AT THE DUNN 1964 STATION SITE, 33 FEET
 GA2352'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AND 2 FEET SOUTHEAST
 GA2352'OF THE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2352'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2352'DUNN RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2350 ***********************************************************************
 GA2350  DESIGNATION -  DUNN RM 2
 GA2350  PID         -  GA2350
 GA2350  STATE/COUNTY-  TN/CLAIBORNE
 GA2350  USGS QUAD   -  AUSMUS (1980)
 GA2350
 GA2350                         *CURRENT SURVEY CONTROL
 GA2350  ___________________________________________________________________
 GA2350* NAD 83(1986)-  36 29 18.     (N)    083 49 44.     (W)     SCALED    
 GA2350* NAVD 88     -       406.827  (meters)    1334.73   (feet)  ADJUSTED  
 GA2350  ___________________________________________________________________
 GA2350  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2350  DYNAMIC HT  -         406.471 (meters)    1333.56  (feet)  COMP
 GA2350  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GA2350
 GA2350  VERT ORDER  -  SECOND    CLASS 0
 GA2350
 GA2350.The horizontal coordinates were scaled from a topographic map and have
 GA2350.an estimated accuracy of +/- 6 seconds.
 GA2350
 GA2350.The orthometric height was determined by differential leveling
 GA2350.and adjusted by the National Geodetic Survey in June 1991..
 GA2350
 GA2350.The geoid height was determined by GEOID03.
 GA2350
 GA2350.The dynamic height is computed by dividing the NAVD 88
 GA2350.geopotential number by the normal gravity value computed on the
 GA2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2350.degrees latitude (g = 980.6199 gals.).
 GA2350
 GA2350.The modeled gravity was interpolated from observed gravity values.
 GA2350
 GA2350;                    North         East    Units  Estimated Accuracy
 GA2350;SPC TN       -   241,260.      794,530.      MT  (+/- 180 meters Scaled)
 GA2350
 GA2350                          SUPERSEDED SURVEY CONTROL
 GA2350
 GA2350  NGVD 29 (??/??/92)  406.975  (m)         1335.22   (f) ADJ UNCH    2 0
 GA2350
 GA2350.Superseded values are not recommended for survey control.
 GA2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2350.See file dsdata.txt to determine how the superseded data were derived.
 GA2350
 GA2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA465418(NAD 83)
 GA2350_MARKER: DD = SURVEY DISK
 GA2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2350_STAMPING: DUNN RM-2 1964
 GA2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2350+STABILITY: SURFACE MOTION
 GA2350
 GA2350  HISTORY     - Date     Condition        Report By
 GA2350  HISTORY     - 1964     MONUMENTED       TNHD
 GA2350  HISTORY     - 1965     GOOD             TNHD
 GA2350
 GA2350                          STATION DESCRIPTION
 GA2350
 GA2350'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2350'3.7 MI NE FROM SPEEDWELL.
 GA2350'THIS MARK IS LOCATED AT THE DUNN 1964 STATION SITE, 96 FEET
 GA2350'NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE AND 2 FEET SOUTHEAST
 GA2350'OF THE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2350'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2350'DUNN RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0558 ***********************************************************************
 FD0558  DESIGNATION -  DUPLEX
 FD0558  PID         -  FD0558
 FD0558  STATE/COUNTY-  TN/WILLIAMSON
 FD0558  USGS QUAD   -  SPRING HILL (1979)
 FD0558
 FD0558                         *CURRENT SURVEY CONTROL
 FD0558  ___________________________________________________________________
 FD0558* NAD 83(1995)-  35 45 09.70247(N)    086 52 43.23739(W)     ADJUSTED  
 FD0558* NAVD 88     -       228.741  (meters)     750.46   (feet)  ADJUSTED  
 FD0558  ___________________________________________________________________
 FD0558  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FD0558  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0558  DYNAMIC HT  -         228.539 (meters)     749.80  (feet)  COMP
 FD0558  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0558
 FD0558  HORZ ORDER  -  SECOND
 FD0558  VERT ORDER  -  SECOND    CLASS 0
 FD0558
 FD0558.The horizontal coordinates were established by classical geodetic methods
 FD0558.and adjusted by the National Geodetic Survey in April 1999..
 FD0558
 FD0558.The orthometric height was determined by differential leveling
 FD0558.and adjusted by the National Geodetic Survey in June 1991..
 FD0558
 FD0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0558
 FD0558.The geoid height was determined by GEOID03.
 FD0558
 FD0558.The dynamic height is computed by dividing the NAVD 88
 FD0558.geopotential number by the normal gravity value computed on the
 FD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0558.degrees latitude (g = 980.6199 gals.).
 FD0558
 FD0558.The modeled gravity was interpolated from observed gravity values.
 FD0558
 FD0558;                    North         East     Units Scale Factor Converg.
 FD0558;SPC TN       -   157,833.430   520,533.711   MT  0.99994940   -0 30 51.9
 FD0558;SPC TN       -   517,825.18  1,707,784.35   sFT  0.99994940   -0 30 51.9
 FD0558;UTM  16      - 3,956,526.080   510,968.589   MT  0.99960148   +0 04 15.2
 FD0558
 FD0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0558!SPC TN       -   0.99996853  x   0.99994940  =   0.99991793
 FD0558!UTM  16      -   0.99996853  x   0.99960148  =   0.99957002
 FD0558
 FD0558|---------------------------------------------------------------------|
 FD0558| PID    Reference Object                     Distance      Geod. Az  |
 FD0558|                                                           dddmmss.s |
 FD0558| FD0557 DUPLEX RM 1                           6.755 METERS 06041     |
 FD0558| FD0566 DUPLEX AZ MK                        APPROX. 1.1 KM 0934048.8 |
 FD0558| FD0559 DUPLEX RM 2                           7.588 METERS 24705     |
 FD0558|---------------------------------------------------------------------|
 FD0558
 FD0558                          SUPERSEDED SURVEY CONTROL
 FD0558
 FD0558  NAD 83(1995)-  35 45 09.70495(N)    086 52 43.23873(W) AD(       ) 2
 FD0558  NAD 83(1986)-  35 45 09.71324(N)    086 52 43.23917(W) AD(       ) 2
 FD0558  NAD 27      -  35 45 09.46830(N)    086 52 43.23320(W) AD(       ) 2
 FD0558  NGVD 29 (??/??/92)  228.714  (m)          750.37   (f) ADJ UNCH    2 0
 FD0558
 FD0558.Superseded values are not recommended for survey control.
 FD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0558.See file dsdata.txt to determine how the superseded data were derived.
 FD0558
 FD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1096956526(NAD 83)
 FD0558_MARKER: DE = TRAVERSE STATION DISK
 FD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0558_STAMPING: DUPLEX 1960
 FD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0558+STABILITY: SURFACE MOTION
 FD0558
 FD0558  HISTORY     - Date     Condition        Report By
 FD0558  HISTORY     - 1960     MONUMENTED       CGS
 FD0558  HISTORY     - 1960     GOOD             CGS
 FD0558
 FD0558                          STATION DESCRIPTION
 FD0558
 FD0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0558'THE STATION IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF DUPLEX ROAD
 FD0558'ABOUT 3 MILES EAST OF
 FD0558'SPRING HILL.
 FD0558'
 FD0558'TO REACH FROM THE POST OFFICE IN SPRING HILL, GO NORTH ON U S HIGHWAY
 FD0558'NO 31 FOR 0.1 MILE TO A
 FD0558'TRAFFIC LIGHT AND DUPLEX ROAD ON THE RIGHT, TURN RIGHT,
 FD0558'EAST FOR 3.3 MILES TO THE MARK
 FD0558'ON THE RIGHT.
 FD0558'
 FD0558'THE MARK IS 87 FEET EAST OF A FARM LANE, 31 FEET SOUTH OF THE CENTER
 FD0558'OF DUPLEX ROAD, 12 FEET
 FD0558'NORTH OF A FENCE, 8 FEET SOUTHEAST OF AN 18-INCH OAK
 FD0558'TREE AND 3.6 FEET SOUTHEAST OF A
 FD0558'METAL WITNESS POST.  IT IS A
 FD0558'STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0558'MONUMENT, SET FLUSH AND IS
 FD0558'STAMPED DUPLEX 1960.
 FD0558'
 FD0558'REFERENCE MARK NO 1 IS 22 FEET SOUTH OF THE CENTER OF DUPLEX ROAD AND
 FD0558'2.6 FEET WEST OF A FENCE
 FD0558'CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0558'CONCRETE MONUMENT, SET FLUSH AND
 FD0558'IS STAMPED DUPLEX NO 1 1960.
 FD0558'
 FD0558'REFERENCE MARK NO 2 IS 41 FEET SOUTH OF THE CENTER OF DUPLEX ROAD AND
 FD0558'1.7 FEET NORTH OF
 FD0558'A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0558'CONCRETE MONUMENT, SET FLUSH AND IS
 FD0558'STAMPED DUPLEX NO 2 1960.
 FD0558'
 FD0558'THE AZIMUTH MARK IS 147.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 FD0558'OF A GRAVELED ROAD AND
 FD0558'3.6 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 FD0558'STANDARD DISK SET IN THE TOP OF A
 FD0558'CONCRETE MONUMENT WHICH PROJECTS 2
 FD0558'INCHES AND IS STAMPED DUPLEX 1960.
 FD0558'
 FD0558'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON DUPLEX
 FD0558'ROAD FOR 0.5 MILE TO A
 FD0558'GRAVEL ROAD LEADING STRAIGHT AHEAD WHERE DUPLEX ROAD
 FD0558'TURNS SHARP SOUTH, CONTINUE
 FD0558'STRAIGHT AHEAD, EAST, ON THE GRAVELED
 FD0558'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND
 FD0558'THE MARK ON THE RIGHT AS
 FD0558'DESCRIBED.
 FD0558'
 FD0558'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0558
 FD0558                          STATION RECOVERY (1960)
 FD0558
 FD0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0558'3 MI E FROM SPRING HILL.
 FD0558'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0558'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0558'3.0 MILES EAST ON DUPLEX ROAD, THE STATION MARK IS 87 FT.
 FD0558'EAST OF A FARM LANE, 31 FT. SOUTH OF THE CENTER OF DUPLEX ROAD,
 FD0558'12 FT. NORTH OF A FENCE, 8 FT. SOUTHEAST OF AN 18 INCH OAK TREE,
 FD0558'AND 3.6 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN
 FD0558'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FD0558'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0566 ***********************************************************************
 FD0566  DESIGNATION -  DUPLEX AZ MK
 FD0566  PID         -  FD0566
 FD0566  STATE/COUNTY-  TN/WILLIAMSON
 FD0566  USGS QUAD   -  BETHESDA (1982)
 FD0566
 FD0566                         *CURRENT SURVEY CONTROL
 FD0566  ___________________________________________________________________
 FD0566* NAD 83(1995)-  35 45 07.32881(N)    086 51 58.01066(W)     ADJUSTED  
 FD0566* NAVD 88     -       239.485  (meters)     785.71   (feet)  ADJUSTED  
 FD0566  ___________________________________________________________________
 FD0566  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FD0566  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0566  DYNAMIC HT  -         239.273 (meters)     785.01  (feet)  COMP
 FD0566  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0566
 FD0566  HORZ ORDER  -  SECOND
 FD0566  VERT ORDER  -  SECOND    CLASS 0
 FD0566
 FD0566.The horizontal coordinates were established by classical geodetic methods
 FD0566.and adjusted by the National Geodetic Survey in April 1999..
 FD0566
 FD0566.The orthometric height was determined by differential leveling
 FD0566.and adjusted by the National Geodetic Survey in June 1991..
 FD0566
 FD0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0566
 FD0566.The geoid height was determined by GEOID03.
 FD0566
 FD0566.The dynamic height is computed by dividing the NAVD 88
 FD0566.geopotential number by the normal gravity value computed on the
 FD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0566.degrees latitude (g = 980.6199 gals.).
 FD0566
 FD0566.The modeled gravity was interpolated from observed gravity values.
 FD0566
 FD0566;                    North         East     Units Scale Factor Converg.
 FD0566;SPC TN       -   157,750.151   521,669.211   MT  0.99994942   -0 30 25.4
 FD0566;SPC TN       -   517,551.95  1,711,509.74   sFT  0.99994942   -0 30 25.4
 FD0566;UTM  16      - 3,956,454.429   512,104.486   MT  0.99960181   +0 04 41.6
 FD0566
 FD0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0566!SPC TN       -   0.99996685  x   0.99994942  =   0.99991627
 FD0566!UTM  16      -   0.99996685  x   0.99960181  =   0.99956867
 FD0566
 FD0566:                Primary Azimuth Mark                     Grid Az
 FD0566:SPC TN       -  DUPLEX                                   274 11 40.7
 FD0566:UTM  16      -  DUPLEX                                   273 36 33.7
 FD0566
 FD0566|---------------------------------------------------------------------|
 FD0566| PID    Reference Object                     Distance      Geod. Az  |
 FD0566|                                                           dddmmss.s |
 FD0566| FD0558 DUPLEX                              APPROX. 1.1 KM 2734115.3 |
 FD0566|---------------------------------------------------------------------|
 FD0566
 FD0566                          SUPERSEDED SURVEY CONTROL
 FD0566
 FD0566  NAD 83(1995)-  35 45 07.33122(N)    086 51 58.01193(W) AD(       ) 2
 FD0566  NAD 83(1986)-  35 45 07.33962(N)    086 51 58.01237(W) AD(       ) 2
 FD0566  NAD 27      -  35 45 07.09480(N)    086 51 58.01370(W) AD(       ) 2
 FD0566  NGVD 29 (??/??/92)  239.458  (m)          785.62   (f) ADJ UNCH    2 0
 FD0566
 FD0566.Superseded values are not recommended for survey control.
 FD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0566.See file dsdata.txt to determine how the superseded data were derived.
 FD0566
 FD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1210456454(NAD 83)
 FD0566_MARKER: DZ = AZIMUTH MARK DISK
 FD0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0566_STAMPING: DUPLEX 1960
 FD0566_MARK LOGO: CGS   
 FD0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0566+STABILITY: SURFACE MOTION
 FD0566
 FD0566  HISTORY     - Date     Condition        Report By
 FD0566  HISTORY     - 1960     MONUMENTED       CGS
 FD0566  HISTORY     - 1960     GOOD             CGS
 FD0566
 FD0566                          STATION DESCRIPTION
 FD0566
 FD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0566'THE STATION IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF DUPLEX ROAD
 FD0566'ABOUT 3 MILES EAST OF
 FD0566'SPRING HILL.
 FD0566'
 FD0566'THE AZIMUTH MARK IS 147.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 FD0566'OF A GRAVELED ROAD AND
 FD0566'3.6 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 FD0566'STANDARD DISK SET IN THE TOP OF A
 FD0566'CONCRETE MONUMENT WHICH PROJECTS 2
 FD0566'INCHES AND IS STAMPED DUPLEX 1960.
 FD0566'
 FD0566'TO REACH THE AZIMUTH MARK FROM STATION DUPLEX, CONTINUE EAST ON DUPLEX
 FD0566'ROAD FOR 0.5 MILE TO A
 FD0566'GRAVEL ROAD LEADING STRAIGHT AHEAD WHERE DUPLEX ROAD
 FD0566'TURNS SHARP SOUTH, CONTINUE
 FD0566'STRAIGHT AHEAD, EAST, ON THE GRAVELED
 FD0566'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND
 FD0566'THE MARK ON THE RIGHT AS
 FD0566'DESCRIBED.
 FD0566
 FD0566                          STATION RECOVERY (1960)
 FD0566
 FD0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0566'3.8 MI E FROM SPRING HILL.
 FD0566'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0566'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0566'MILE EAST ON DUPLEX ROAD, THEN 0.2 MILE EAST ON A GRAVELED ROAD
 FD0566'TO THE TOP OF A HILL.  THE MARK IS 148 FT. SOUTH OF THE SOUTH
 FD0566'RIGHT-OF-WAY FENCE OF THE GRAVELED ROAD, AND 3.6 FT. SOUTH OF
 FD0566'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0566'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0557 ***********************************************************************
 FD0557  DESIGNATION -  DUPLEX RM 1
 FD0557  PID         -  FD0557
 FD0557  STATE/COUNTY-  TN/WILLIAMSON
 FD0557  USGS QUAD   -  SPRING HILL (1979)
 FD0557
 FD0557                         *CURRENT SURVEY CONTROL
 FD0557  ___________________________________________________________________
 FD0557* NAD 83(1986)-  35 45 09.     (N)    086 52 43.     (W)     SCALED    
 FD0557* NAVD 88     -       228.696  (meters)     750.31   (feet)  ADJUSTED  
 FD0557  ___________________________________________________________________
 FD0557  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0557  DYNAMIC HT  -         228.494 (meters)     749.65  (feet)  COMP
 FD0557  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0557
 FD0557  VERT ORDER  -  SECOND    CLASS 0
 FD0557
 FD0557.The horizontal coordinates were scaled from a topographic map and have
 FD0557.an estimated accuracy of +/- 6 seconds.
 FD0557
 FD0557.The orthometric height was determined by differential leveling
 FD0557.and adjusted by the National Geodetic Survey in June 1991..
 FD0557
 FD0557.The geoid height was determined by GEOID03.
 FD0557
 FD0557.The dynamic height is computed by dividing the NAVD 88
 FD0557.geopotential number by the normal gravity value computed on the
 FD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0557.degrees latitude (g = 980.6199 gals.).
 FD0557
 FD0557.The modeled gravity was interpolated from observed gravity values.
 FD0557
 FD0557;                    North         East    Units  Estimated Accuracy
 FD0557;SPC TN       -   157,810.      520,540.      MT  (+/- 180 meters Scaled)
 FD0557
 FD0557                          SUPERSEDED SURVEY CONTROL
 FD0557
 FD0557  NGVD 29 (??/??/92)  228.669  (m)          750.22   (f) ADJ UNCH    2 0
 FD0557
 FD0557.Superseded values are not recommended for survey control.
 FD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0557.See file dsdata.txt to determine how the superseded data were derived.
 FD0557
 FD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109565(NAD 83)
 FD0557_MARKER: DR = REFERENCE MARK DISK
 FD0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0557_STAMPING: DUPLEX NO 1 1960
 FD0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0557+STABILITY: SURFACE MOTION
 FD0557
 FD0557  HISTORY     - Date     Condition        Report By
 FD0557  HISTORY     - 1960     MONUMENTED       CGS
 FD0557
 FD0557                          STATION DESCRIPTION
 FD0557
 FD0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0557'3 MI E FROM SPRING HILL.
 FD0557'THIS MARK IS LOCATED AT THE DUPLEX 1960 STATION SITE, 22.1
 FD0557'NORTHEAST OF THE STATION MARK, 22 FT. SOUTH OF THE CENTER OF
 FD0557'DUPLEX ROAD AND 2.6 FT. WEST OF A FENCE CORNER.  THE DISK IS
 FD0557'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FD0557'AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0559 ***********************************************************************
 FD0559  DESIGNATION -  DUPLEX RM 2
 FD0559  PID         -  FD0559
 FD0559  STATE/COUNTY-  TN/WILLIAMSON
 FD0559  USGS QUAD   -  SPRING HILL (1979)
 FD0559
 FD0559                         *CURRENT SURVEY CONTROL
 FD0559  ___________________________________________________________________
 FD0559* NAD 83(1986)-  35 45 09.     (N)    086 52 43.     (W)     SCALED    
 FD0559* NAVD 88     -       228.809  (meters)     750.68   (feet)  ADJUSTED  
 FD0559  ___________________________________________________________________
 FD0559  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0559  DYNAMIC HT  -         228.606 (meters)     750.02  (feet)  COMP
 FD0559  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0559
 FD0559  VERT ORDER  -  SECOND    CLASS 0
 FD0559
 FD0559.The horizontal coordinates were scaled from a topographic map and have
 FD0559.an estimated accuracy of +/- 6 seconds.
 FD0559
 FD0559.The orthometric height was determined by differential leveling
 FD0559.and adjusted by the National Geodetic Survey in June 1991..
 FD0559
 FD0559.The geoid height was determined by GEOID03.
 FD0559
 FD0559.The dynamic height is computed by dividing the NAVD 88
 FD0559.geopotential number by the normal gravity value computed on the
 FD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0559.degrees latitude (g = 980.6199 gals.).
 FD0559
 FD0559.The modeled gravity was interpolated from observed gravity values.
 FD0559
 FD0559;                    North         East    Units  Estimated Accuracy
 FD0559;SPC TN       -   157,810.      520,540.      MT  (+/- 180 meters Scaled)
 FD0559
 FD0559                          SUPERSEDED SURVEY CONTROL
 FD0559
 FD0559  NGVD 29 (??/??/92)  228.781  (m)          750.59   (f) ADJ UNCH    2 0
 FD0559
 FD0559.Superseded values are not recommended for survey control.
 FD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0559.See file dsdata.txt to determine how the superseded data were derived.
 FD0559
 FD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109565(NAD 83)
 FD0559_MARKER: DR = REFERENCE MARK DISK
 FD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0559_STAMPING: DUPLEX NO 2 1960
 FD0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0559+STABILITY: SURFACE MOTION
 FD0559
 FD0559  HISTORY     - Date     Condition        Report By
 FD0559  HISTORY     - 1960     MONUMENTED       CGS
 FD0559
 FD0559                          STATION DESCRIPTION
 FD0559
 FD0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0559'3 MI E FROM SPRING HILL.
 FD0559'THIS MARK IS LOCATED AT THE DUPLEX 1960 STATION SITE, 24.9 FT.
 FD0559'SOUTHWEST OF THE STATION MARK, 41 FT. SOUTH OF THE CENTER OF
 FD0559'DUPLEX ROAD, AND 1.7 FT. NORTH OF A FENCE.  THE DISK IS SET IN
 FD0559'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT
 FD0559'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0421 ***********************************************************************
 FF0421  DESIGNATION -  DUPONT
 FF0421  PID         -  FF0421
 FF0421  STATE/COUNTY-  TN/SHELBY
 FF0421  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0421
 FF0421                         *CURRENT SURVEY CONTROL
 FF0421  ___________________________________________________________________
 FF0421* NAD 83(1995)-  35 11 43.24051(N)    090 00 05.69790(W)     ADJUSTED  
 FF0421* NAVD 88     -        73.355  (meters)     240.67   (feet)  ADJUSTED  
 FF0421  ___________________________________________________________________
 FF0421  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FF0421  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0421  DYNAMIC HT  -          73.289 (meters)     240.45  (feet)  COMP
 FF0421  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0421
 FF0421  HORZ ORDER  -  SECOND
 FF0421  VERT ORDER  -  SECOND    CLASS 0
 FF0421
 FF0421.The horizontal coordinates were established by classical geodetic methods
 FF0421.and adjusted by the National Geodetic Survey in April 1999..
 FF0421
 FF0421.The orthometric height was determined by differential leveling
 FF0421.and adjusted by the National Geodetic Survey in June 1991..
 FF0421
 FF0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0421
 FF0421.The geoid height was determined by GEOID03.
 FF0421
 FF0421.The dynamic height is computed by dividing the NAVD 88
 FF0421.geopotential number by the normal gravity value computed on the
 FF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0421.degrees latitude (g = 980.6199 gals.).
 FF0421
 FF0421.The modeled gravity was interpolated from observed gravity values.
 FF0421
 FF0421;                    North         East     Units Scale Factor Converg.
 FF0421;SPC TN       -   103,090.091   235,670.961   MT  1.00001010   -2 20 33.7
 FF0421;SPC TN       -   338,221.41    773,197.14   sFT  1.00001010   -2 20 33.7
 FF0421;SPC AR N     -    97,479.564   581,977.246   MT  0.99995883   +1 09 46.4
 FF0421;SPC AR N     -   319,814.20  1,909,370.35   sFT  0.99995883   +1 09 46.4
 FF0421;UTM  15      - 3,898,825.800   773,000.853   MT  1.00051861   +1 43 45.3
 FF0421;UTM  16      - 3,898,834.508   226,710.844   MT  1.00052055   -1 43 51.9
 FF0421
 FF0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0421!SPC TN       -   0.99999277  x   1.00001010  =   1.00000287
 FF0421!SPC AR N     -   0.99999277  x   0.99995883  =   0.99995160
 FF0421!UTM  15      -   0.99999277  x   1.00051861  =   1.00051138
 FF0421!UTM  16      -   0.99999277  x   1.00052055  =   1.00051332
 FF0421
 FF0421|---------------------------------------------------------------------|
 FF0421| PID    Reference Object                     Distance      Geod. Az  |
 FF0421|                                                           dddmmss.s |
 FF0421| FF0419 DUPONT RM 1                          17.177 METERS 25146     |
 FF0421| FF1966 MEMPHIS RADIO STA WREC NE MAST      APPROX. 0.8 KM 2695756.8 |
 FF0421| FF0420 DUPONT RM 2                          22.255 METERS 31349     |
 FF0421|---------------------------------------------------------------------|
 FF0421
 FF0421                          SUPERSEDED SURVEY CONTROL
 FF0421
 FF0421  NAD 83(1995)-  35 11 43.24320(N)    090 00 05.69753(W) AD(       ) 2
 FF0421  NAD 83(1995)-  35 11 43.24604(N)    090 00 05.69719(W) AD(       ) 2
 FF0421  NAD 83(1986)-  35 11 43.25107(N)    090 00 05.69899(W) AD(       ) 2
 FF0421  NAD 27      -  35 11 42.93230(N)    090 00 05.37660(W) AD(       ) 2
 FF0421  NGVD 29 (??/??/??)   73.331  (m)          240.59   (f) ADJUSTED    2 0
 FF0421
 FF0421.Superseded values are not recommended for survey control.
 FF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0421.See file dsdata.txt to determine how the superseded data were derived.
 FF0421
 FF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7300198826(NAD 83)
 FF0421_MARKER: DE = TRAVERSE STATION DISK
 FF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0421_STAMPING: DUPONT 1959
 FF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0421+STABILITY: SURFACE MOTION
 FF0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0421+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0421
 FF0421  HISTORY     - Date     Condition        Report By
 FF0421  HISTORY     - 1959     MONUMENTED       CGS
 FF0421  HISTORY     - 1959     GOOD             CGS
 FF0421  HISTORY     - 19951220 GOOD             TN1620
 FF0421  HISTORY     - 20021021 GOOD             USACE
 FF0421
 FF0421                          STATION DESCRIPTION
 FF0421
 FF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0421'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF THE
 FF0421'DOWNTOWN SECTION OF MEMPHIS, 5.0 MILES WEST OF RALEIGH, AND
 FF0421'2.0 MILES SOUTHEAST OF FRAYSER.
 FF0421'
 FF0421'TO REACH THE STATION FROM THE INTERSECTION OF OVERTON CROSSING
 FF0421'AND JAMES ROAD (NEAR THE SOUTHEAST EDGE OF FRAYSER) GO SOUTH
 FF0421'ON A PAVED ROAD (THAT GOES SOUTH FROM THE SOUTHEAST ANGLE
 FF0421'OF THE INTERSECTION) FOR 0.1 MILE TO DUPONT AVENUE.  TURN
 FF0421'LEFT AND GO 0.25 MILE TO THE INTERSECTION OF WINDSOR PARKWAY.
 FF0421'TURN RIGHT AND GO 0.05 MILE TO THE INTERSECTION OF SIPES
 FF0421'AVENUE.  TURN RIGHT AND GO 0.1 MILE TO THE END OF THE STREET.
 FF0421'PASS THROUGH THE GATE AT THE SOUTH EDGE OF THE ROAD AND
 FF0421'CONTINUE WEST FOR 0.1 MILE TO THE STATION IN THE NORTHWEST
 FF0421'CORNER OF THE PASTURE AS DESCRIBED.
 FF0421'
 FF0421'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0421'DUPONT 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0421'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 FF0421'103 FEET SOUTH OF AN EAST-WEST FENCE LINE, 48 FEET EAST OF
 FF0421'A NORTH-SOUTH FENCE LINE, 40 FEET SOUTH OF THE HIGHEST PART
 FF0421'OF THE RIDGE, AND 3 FEET WEST OF A WITNESS SIGN.
 FF0421'
 FF0421'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0421'DISK STAMPED DUPONT 1959 AND IS SET ABOUT 30 INCHES BELOW
 FF0421'THE SURFACE OF THE GROUND.
 FF0421'
 FF0421'REFERENCE MARK 1, A STANDARD DISK STAMPED DUPONT NO 1 1959,
 FF0421'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0421'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 18 INCHES EAST
 FF0421'OF A NORTH-SOUTH FENCE LINE.
 FF0421'
 FF0421'REFERENCE MARK 2, A STANDARD DISK STAMPED DUPONT NO 2 1959,
 FF0421'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0421'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 18 INCHES EAST
 FF0421'OF A NORTH-SOUTH FENCE LINE.
 FF0421'
 FF0421'MEMPHIS RADIO STATION WREC NE MAST CAN BE USED FOR AN AZIMUTH.
 FF0421'
 FF0421'THIS STATION WAS LOCATED BY TELLUROMETER TRAVERSE.
 FF0421
 FF0421                          STATION RECOVERY (1959)
 FF0421
 FF0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0421'IN MEMPHIS.
 FF0421'TO REACH THE STATION FROM THE INTERSECTION OF OVERTON CROSSING AND
 FF0421'JAMES ROAD (NEAR THE SOUTHEAST EDGE OF FRAYSER) GO SOUTH ON A
 FF0421'PAVED ROAD (THAT GOES SOUTH FROM THE SOUTHEAST ANGLE OF THE
 FF0421'INTERSECTION) FOR 0.1 MILE TO DUPONT AVENUE.  TURN LEFT AND GO
 FF0421'0.25 MILE TO THE INTERSECTION OF WINDSOR PARKWAY.  TURN RIGHT
 FF0421'AND GO 0.05 MILE TO THE INTERSECTION OF SIPES AVENUE.  TURN
 FF0421'RIGHT AND GO 0.1 MILE TO THE END OF THE STREET.  PASS THROUGH THE
 FF0421'GATE AT THE SOUTH EDGE OF THE ROAD AND CONTINUE WEST FOR 0.1
 FF0421'MILE TO THE STATION IN THE NORTHWEST CORNER OF THE PASTURE.  THE
 FF0421'MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2
 FF0421'INCHES ABOVE THE GROUND.  IT IS 103 FEET SOUTH OF AN EAST-WEST
 FF0421'FENCE LINE, 48 FEET EAST OF AN NORTH-SOUTH FENCE LINE, 40 FEET
 FF0421'SOUTH OF THE HIGHEST PART OF THE RIDGE, AND 3 FEET WEST OF A
 FF0421'WITNESS SIGN.  IT IS ABOUT 0.6 MILE WEST OF W 214.
 FF0421
 FF0421                          STATION RECOVERY (1995)
 FF0421
 FF0421'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0421'RECOVERED IN GOOD CONDITION.
 FF0421
 FF0421                          STATION RECOVERY (2002)
 FF0421
 FF0421'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0421'MARK IS IN A SMALL CLUSTER OF SWEET GUM TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0419 ***********************************************************************
 FF0419  DESIGNATION -  DUPONT RM 1
 FF0419  PID         -  FF0419
 FF0419  STATE/COUNTY-  TN/SHELBY
 FF0419  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0419
 FF0419                         *CURRENT SURVEY CONTROL
 FF0419  ___________________________________________________________________
 FF0419* NAD 83(1986)-  35 11 43.     (N)    090 00 05.     (W)     SCALED    
 FF0419* NAVD 88     -        72.617  (meters)     238.24   (feet)  ADJUSTED  
 FF0419  ___________________________________________________________________
 FF0419  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0419  DYNAMIC HT  -          72.551 (meters)     238.03  (feet)  COMP
 FF0419  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0419
 FF0419  VERT ORDER  -  SECOND    CLASS 0
 FF0419
 FF0419.The horizontal coordinates were scaled from a topographic map and have
 FF0419.an estimated accuracy of +/- 6 seconds.
 FF0419
 FF0419.The orthometric height was determined by differential leveling
 FF0419.and adjusted by the National Geodetic Survey in June 1991..
 FF0419
 FF0419.The geoid height was determined by GEOID03.
 FF0419
 FF0419.The dynamic height is computed by dividing the NAVD 88
 FF0419.geopotential number by the normal gravity value computed on the
 FF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0419.degrees latitude (g = 980.6199 gals.).
 FF0419
 FF0419.The modeled gravity was interpolated from observed gravity values.
 FF0419
 FF0419;                    North         East    Units  Estimated Accuracy
 FF0419;SPC TN       -   103,080.      235,690.      MT  (+/- 180 meters Scaled)
 FF0419
 FF0419                          SUPERSEDED SURVEY CONTROL
 FF0419
 FF0419  NGVD 29 (??/??/??)   72.593  (m)          238.17   (f) ADJUSTED    2 0
 FF0419
 FF0419.Superseded values are not recommended for survey control.
 FF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0419.See file dsdata.txt to determine how the superseded data were derived.
 FF0419
 FF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730988(NAD 83)
 FF0419_MARKER: DR = REFERENCE MARK DISK
 FF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0419_STAMPING: DUPONT NO 1 1959
 FF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0419+STABILITY: SURFACE MOTION
 FF0419
 FF0419  HISTORY     - Date     Condition        Report By
 FF0419  HISTORY     - 1959     MONUMENTED       CGS
 FF0419  HISTORY     - 19951220 MARK NOT FOUND   TN1620
 FF0419
 FF0419                          STATION DESCRIPTION
 FF0419
 FF0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0419'IN MEMPHIS.
 FF0419'IT IS LOCATED AT THE DUPONT STATION SITE.  THE MARK IS SET IN THE
 FF0419'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 FF0419'GROUND AND IS 56.4 FEET WEST-SOUTHWEST OF THE STATION MARK,
 FF0419'18 INCHES EAST OF AN NORTH-SOUTH FENCE LINE.
 FF0419
 FF0419                          STATION RECOVERY (1995)
 FF0419
 FF0419'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0420 ***********************************************************************
 FF0420  DESIGNATION -  DUPONT RM 2
 FF0420  PID         -  FF0420
 FF0420  STATE/COUNTY-  TN/SHELBY
 FF0420  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0420
 FF0420                         *CURRENT SURVEY CONTROL
 FF0420  ___________________________________________________________________
 FF0420* NAD 83(1986)-  35 11 42.     (N)    090 00 04.     (W)     SCALED    
 FF0420* NAVD 88     -        74.062  (meters)     242.99   (feet)  ADJUSTED  
 FF0420  ___________________________________________________________________
 FF0420  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0420  DYNAMIC HT  -          73.996 (meters)     242.77  (feet)  COMP
 FF0420  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0420
 FF0420  VERT ORDER  -  SECOND    CLASS 0
 FF0420
 FF0420.The horizontal coordinates were scaled from a topographic map and have
 FF0420.an estimated accuracy of +/- 6 seconds.
 FF0420
 FF0420.The orthometric height was determined by differential leveling
 FF0420.and adjusted by the National Geodetic Survey in June 1991..
 FF0420
 FF0420.The geoid height was determined by GEOID03.
 FF0420
 FF0420.The dynamic height is computed by dividing the NAVD 88
 FF0420.geopotential number by the normal gravity value computed on the
 FF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0420.degrees latitude (g = 980.6199 gals.).
 FF0420
 FF0420.The modeled gravity was interpolated from observed gravity values.
 FF0420
 FF0420;                    North         East    Units  Estimated Accuracy
 FF0420;SPC TN       -   103,050.      235,710.      MT  (+/- 180 meters Scaled)
 FF0420
 FF0420                          SUPERSEDED SURVEY CONTROL
 FF0420
 FF0420  NGVD 29 (??/??/??)   74.039  (m)          242.91   (f) ADJUSTED    2 0
 FF0420
 FF0420.Superseded values are not recommended for survey control.
 FF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0420.See file dsdata.txt to determine how the superseded data were derived.
 FF0420
 FF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730987(NAD 83)
 FF0420_MARKER: DR = REFERENCE MARK DISK
 FF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0420_STAMPING: DUPONT NO 2 1959
 FF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0420+STABILITY: SURFACE MOTION
 FF0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0420+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0420
 FF0420  HISTORY     - Date     Condition        Report By
 FF0420  HISTORY     - 1959     MONUMENTED       CGS
 FF0420  HISTORY     - 19951220 GOOD             TN1620
 FF0420  HISTORY     - 20021021 GOOD             USACE
 FF0420
 FF0420                          STATION DESCRIPTION
 FF0420
 FF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0420'IN MEMPHIS.
 FF0420'IT IS LOCATED AT THE DUPONT STATION SITE.  THE MARK IS SET IN THE
 FF0420'TOP OF A CONCRETE MONUMET WHICH PROJECTS 2 INCHES ABOVE THE
 FF0420'GROUND AND IS 73.1 FEET NORTHWEST OF THE STATION MARK, 18 INCHES
 FF0420'EAST OF AN NORTH-SOUTH FENCE LINE.
 FF0420
 FF0420                          STATION RECOVERY (1995)
 FF0420
 FF0420'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0420'RECOVERED IN GOOD CONDITION.
 FF0420
 FF0420                          STATION RECOVERY (2002)
 FF0420
 FF0420'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2170 ***********************************************************************
 GC2170  DESIGNATION -  DUREN
 GC2170  PID         -  GC2170
 GC2170  STATE/COUNTY-  TN/TROUSDALE
 GC2170  USGS QUAD   -  BETHPAGE (1994)
 GC2170
 GC2170                         *CURRENT SURVEY CONTROL
 GC2170  ___________________________________________________________________
 GC2170* NAD 83(1995)-  36 25 08.48101(N)    086 15 37.70857(W)     ADJUSTED  
 GC2170* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERTCON   
 GC2170  ___________________________________________________________________
 GC2170  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GC2170  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2170
 GC2170  HORZ ORDER  -  FIRST
 GC2170
 GC2170.The horizontal coordinates were established by classical geodetic methods
 GC2170.and adjusted by the National Geodetic Survey in April 1999..
 GC2170
 GC2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2170
 GC2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2170
 GC2170.The geoid height was determined by GEOID03.
 GC2170
 GC2170;                    North         East     Units Scale Factor Converg.
 GC2170;SPC TN       -   231,441.179   576,639.536   MT  1.00000042   -0 09 09.0
 GC2170;SPC TN       -   759,319.93  1,891,858.21   sFT  1.00000042   -0 09 09.0
 GC2170;UTM  16      - 4,030,679.825   566,297.836   MT  0.99965415   +0 26 20.6
 GC2170
 GC2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2170!SPC TN       -   0.99995492  x   1.00000042  =   0.99995534
 GC2170!UTM  16      -   0.99995492  x   0.99965415  =   0.99960909
 GC2170
 GC2170|---------------------------------------------------------------------|
 GC2170| PID    Reference Object                     Distance      Geod. Az  |
 GC2170|                                                           dddmmss.s |
 GC2170| CG5720 DUREN RM 1                           15.850 METERS 12921     |
 GC2170| CG5721 DUREN RM 2                          136.703 METERS 23020     |
 GC2170| GC2181 AIRWAY BEACON 66                    APPROX.19.0 KM 2655918.2 |
 GC2170| CG5719 DUREN AZ MK                                        3054650.5 |
 GC2170|---------------------------------------------------------------------|
 GC2170
 GC2170                          SUPERSEDED SURVEY CONTROL
 GC2170
 GC2170  NAD 83(1995)-  36 25 08.48176(N)    086 15 37.70978(W) AD(       ) 1
 GC2170  NAD 83(1995)-  36 25 08.48881(N)    086 15 37.71181(W) AD(       ) 1
 GC2170  NAD 83(1986)-  36 25 08.49074(N)    086 15 37.71175(W) AD(       ) 1
 GC2170  NAD 27      -  36 25 08.32700(N)    086 15 37.74800(W) AD(       ) 1
 GC2170  NGVD 29 (07/19/86)  316.7    (m)         1039.     (f) VERT ANG       
 GC2170
 GC2170.Superseded values are not recommended for survey control.
 GC2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2170.See file dsdata.txt to determine how the superseded data were derived.
 GC2170
 GC2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6629830680(NAD 83)
 GC2170_MARKER: X = CHISELED CROSS
 GC2170_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2170_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2170
 GC2170  HISTORY     - Date     Condition        Report By
 GC2170  HISTORY     - 1879     MONUMENTED       CGS
 GC2170  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GC2170  HISTORY     - 1941     GOOD             TNHD
 GC2170  HISTORY     - 1950     GOOD             CGS
 GC2170  HISTORY     - 1961     GOOD             CGS
 GC2170
 GC2170                          STATION DESCRIPTION
 GC2170
 GC2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (AHB)
 GC2170'ABOUT 10-1/2 MILES EAST-NORTHEAST OF GALLATIN 3-1/2 MILES NORTHEAST
 GC2170'OF CASTALIAN SPRINGS, ON PROMINENT BARE HILL KNOWN AS DURENS KNOB,
 GC2170'AND ON LAND OWNED BY TOMMY DUNCAN.  TO REACH FROM CASTALIAN SPRINGS,
 GC2170'GO NORTH ON DIRT ROAD JUST WEST OF POST OFFICE AND FOLLOW
 GC2170'MAIN-TRAVELED ROAD NORTH AND EAST 2.8 MILES, TURN NORTH (LEFT) ONTO
 GC2170'ROCKY ROAD, GO 0.55 MILE, TURN RIGHT THROUGH GATE AND FOLLOW ROAD
 GC2170'ABOUT 100 YARDS PAST SECOND HOUSE ON RIGHT.  TAKE RIGHT FORK AND
 GC2170'FOLLOW TO DUNCANS HOUSE WHICH IS END OF TRUCK TRAVEL.  FROM
 GC2170'HERE GO UP INTO SADDLE TO EAST AND THEN TURN RIGHT UP HILL TO STATION
 GC2170'SITE.  HILL HAS RIDGE-LIKE SUMMIT AND STATION IS ON HIGHEST POINT,
 GC2170'AT NORTHEAST END, AND 95 FEET EAST OF SMALL LONE TREE.  STATION WAS
 GC2170'ORIGINALLY MARKED IN 1879 BY STONE POST 1 FOOT SQUARE AND 2-1/2 FEET
 GC2170'LONG WITH TWO GROOVES AT RIGHT ANGLES IN TOP.  UNDERGROUND MARK IS
 GC2170'MOUTH OF STONE JUG FILLED WITH ASHES.  TWO STONE POSTS WERE SET, ONE
 GC2170'6 FEET NORTH OF STATION, AND ANOTHER 6 FEET SOUTH.
 GC2170
 GC2170                          STATION RECOVERY (1934)
 GC2170
 GC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GC2170'STATION WAS RE-MARKED IN 1933 WITH
 GC2170'STANDARD DISK STATION MARKS.  UPPER MARK
 GC2170'PROJECTS 2 INCHES.  REFERENCE MARK NO. 1 (1930) AND NO. 2 (1930)
 GC2170'ARE STANDARD REFERENCE DISKS IN TILE, BOTH PROJECTING 8
 GC2170'INCHES ABOVE GROUND.  NO. 1 IS ON SOUTHEAST SLOPE OF HILL, 10
 GC2170'FEET FROM CREST WHERE HILL BREAKS OVER SHARPLY, AND 52.00 FEET FROM
 GC2170'STATION.  NO. 2 IS NEAR SOUTHWEST END OF
 GC2170'HILL, ABOUT 100 FEET NORTHWEST OF 3-FOOT PIN OAK, AT NORTHWEST OF
 GC2170'EDGE OF CULTIVATION, ABOUT 80 FEET NORTHWEST OF
 GC2170'NORTHEAST-SOUTHWEST FENCE, AND 448.5 FEET FROM STATION.
 GC2170'AZIMUTH MARK (1933) IS STANDARD REFERENCE
 GC2170'DISK IN CONCRETE, PROJECTING 3 INCHES, AT NORTH EDGE OF
 GC2170'FIELD, NEAR NORTHWEST CORNER, 10 FEET SOUTHWEST OF 12-INCH CEDAR,
 GC2170'12 FEET EAST OF ANOTHER 12-INCH CEDAR, 30 FEET SOUTH OF TRAIL
 GC2170'LEADING TO DUNCANS HOUSE, AND APPROXIMATELY 0.4 MILE FROM STATION.
 GC2170'AIRWAY BECON NO. 66 (SEE
 GC2170'DESCRIPTION THEREOF) IS 11.8 MILES FROM STATION,
 GC2170'S 85 DEG 59 MIN 19 SEC W.
 GC2170
 GC2170                          STATION RECOVERY (1941)
 GC2170
 GC2170'RECOVERY NOTE BY TN HIGHWAY DEPT 1941 (HDL)
 GC2170'LETTER OF MR. H.D. LONG, DIVISION CONSTRUCTION ENGINEER, DEPARTMENT
 GC2170'OF HIGHWAYS AND PUBLIC WORKS, NASHVILLE, TENNESSEE, DATED 3/21/41-
 GC2170'
 GC2170'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE THE AZIMUTH
 GC2170'MARK.
 GC2170'
 GC2170'WITH TRANSIT AT OLD AZIMUTH MARK AND SIGHT ON STATION MARK, SET NEW
 GC2170'AZIMUTH MARK IN THE ORIGINAL LINE BETWEEN STATION AND AZIMUTH
 GC2170'MARK, 66.916 FEET NEARER STATION MARK AND 2 FEET W OF E RIGHT-OF-WAY
 GC2170'LINE OF NEW HIGHWAY 10.  REFERENCE MARK STAMPED DUREN AZIMUTH
 GC2170'1933 RECEIVED 4/21/41.
 GC2170
 GC2170                          STATION RECOVERY (1950)
 GC2170
 GC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2170'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2170'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 GC2170'AND AZIMUTH MARK CHECKED.
 GC2170'
 GC2170'THE AZIMUTH MARK WAS MOVED ON LINE 66 FEET CLOSER TO THE STATION IN
 GC2170'1941.  IT IS 64 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 51
 GC2170'FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 10A, 2 FEET WEST OF A
 GC2170'FENCELINE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 GC2170'PROJECTS 6 INCHES AND THE DISK IS STAMPED DUREN 1879 RESET 1941.
 GC2170'
 GC2170'A NEW TO REACH THE STATION FOLLOWS.
 GC2170'
 GC2170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 10A AND
 GC2170'NO. 25 WHICH IS 5 MILES WEST OF HARTSVILLE, GO NORTH ON STATE
 GC2170'HIGHWAY NO. 10A FOR 2.35 MILES TO A DRIVEWAY ON THE RIGHT AND THE
 GC2170'AZIMUTH MARK IN THE SOUTHEAST ANGLE, TURN RIGHT INTO DRIVEWAY AND
 GC2170'GO 0.25 MILE TO MR. DUNCANS HOME. FROM THIS POINT PACK IN A
 GC2170'SOUTHEASTERLY DIRECTION FOR ABOUT 0.7 MILE TO THE TOP OF HILL AND
 GC2170'THE STATION AS DESCRIBED.
 GC2170
 GC2170                          STATION RECOVERY (1961)
 GC2170
 GC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CEG)
 GC2170'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2170'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE
 GC2170'MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1950 MEASUREMENTS.
 GC2170'THE 1950 DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0311 ***********************************************************************
 GC0311  DESIGNATION -  DUREN AZ MK RESET
 GC0311  PID         -  GC0311
 GC0311  STATE/COUNTY-  TN/TROUSDALE
 GC0311  USGS QUAD   -  BETHPAGE (1994)
 GC0311
 GC0311                         *CURRENT SURVEY CONTROL
 GC0311  ___________________________________________________________________
 GC0311* NAD 83(1986)-  36 25 18.     (N)    086 16 00.     (W)     SCALED    
 GC0311* NAVD 88     -       223.034  (meters)     731.74   (feet)  ADJUSTED  
 GC0311  ___________________________________________________________________
 GC0311  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0311  DYNAMIC HT  -         222.853 (meters)     731.14  (feet)  COMP
 GC0311  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 GC0311
 GC0311  VERT ORDER  -  SECOND    CLASS 0
 GC0311
 GC0311.The horizontal coordinates were scaled from a topographic map and have
 GC0311.an estimated accuracy of +/- 6 seconds.
 GC0311
 GC0311.The orthometric height was determined by differential leveling
 GC0311.and adjusted by the National Geodetic Survey in June 1991..
 GC0311
 GC0311.The geoid height was determined by GEOID03.
 GC0311
 GC0311.The dynamic height is computed by dividing the NAVD 88
 GC0311.geopotential number by the normal gravity value computed on the
 GC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0311.degrees latitude (g = 980.6199 gals.).
 GC0311
 GC0311.The modeled gravity was interpolated from observed gravity values.
 GC0311
 GC0311;                    North         East    Units  Estimated Accuracy
 GC0311;SPC TN       -   231,740.      576,090.      MT  (+/- 180 meters Scaled)
 GC0311
 GC0311                          SUPERSEDED SURVEY CONTROL
 GC0311
 GC0311  NGVD 29 (??/??/??)  223.14   (m)          732.1    (f) RESET       3  
 GC0311
 GC0311.Superseded values are not recommended for survey control.
 GC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0311.See file dsdata.txt to determine how the superseded data were derived.
 GC0311
 GC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657309(NAD 83)
 GC0311_MARKER: DZ = AZIMUTH MARK DISK
 GC0311_SETTING: 0 = UNSPECIFIED SETTING
 GC0311_STAMPING: DUREN 1879 RESET 1941
 GC0311_MARK LOGO: CGS   
 GC0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0311
 GC0311  HISTORY     - Date     Condition        Report By
 GC0311  HISTORY     - 1941     MONUMENTED       CGS
 GC0311  HISTORY     - 1961     GOOD             TNHD
 GC0311
 GC0311                          STATION DESCRIPTION
 GC0311
 GC0311'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0311'5.5 MI NW FROM HARTSVILLE.
 GC0311'FROM THE JUNCTION OF STATE ROUTE 10A AND STATE ROUTE 25 WHICH
 GC0311'IS 5 MILES WEST OF HARTSVILLE, GO NORTH ON STATE HIGHWAY 10A FOR
 GC0311'2.35 MILES TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK IN
 GC0311'THE SOUTHEAST ANGLE.  THE MARK IS 64 FEET SOUTH OF THE CENTER
 GC0311'OF A DRIVEWAY, 51 FEET EAST OF THE CENTER OF HIGHWAY 10A, 2 FEET
 GC0311'WEST OF A FENCE, AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 GC0311'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUREN 1879 RESET
 GC0311'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0774 ***********************************************************************
 GC0774  DESIGNATION -  DURHAM
 GC0774  PID         -  GC0774
 GC0774  STATE/COUNTY-  TN/SUMNER
 GC0774  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0774
 GC0774                         *CURRENT SURVEY CONTROL
 GC0774  ___________________________________________________________________
 GC0774* NAD 83(1986)-  36 18 07.     (N)    086 37 58.     (W)     SCALED    
 GC0774* NAVD 88     -       163.229  (meters)     535.53   (feet)  ADJUSTED  
 GC0774  ___________________________________________________________________
 GC0774  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0774  DYNAMIC HT  -         163.091 (meters)     535.07  (feet)  COMP
 GC0774  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0774
 GC0774  VERT ORDER  -  SECOND    CLASS 0
 GC0774
 GC0774.The horizontal coordinates were scaled from a topographic map and have
 GC0774.an estimated accuracy of +/- 6 seconds.
 GC0774
 GC0774.The orthometric height was determined by differential leveling
 GC0774.and adjusted by the National Geodetic Survey in June 1991..
 GC0774
 GC0774.The geoid height was determined by GEOID03.
 GC0774
 GC0774.The dynamic height is computed by dividing the NAVD 88
 GC0774.geopotential number by the normal gravity value computed on the
 GC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0774.degrees latitude (g = 980.6199 gals.).
 GC0774
 GC0774.The modeled gravity was interpolated from observed gravity values.
 GC0774
 GC0774;                    North         East    Units  Estimated Accuracy
 GC0774;SPC TN       -   218,600.      543,170.      MT  (+/- 180 meters Scaled)
 GC0774
 GC0774                          SUPERSEDED SURVEY CONTROL
 GC0774
 GC0774  NGVD 29 (??/??/92)  163.288  (m)          535.72   (f) ADJ UNCH    2 0
 GC0774
 GC0774.Superseded values are not recommended for survey control.
 GC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0774.See file dsdata.txt to determine how the superseded data were derived.
 GC0774
 GC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329175(NAD 83)
 GC0774_MARKER: DD = SURVEY DISK
 GC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0774_STAMPING: DURHAM 1961
 GC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0774+STABILITY: SURFACE MOTION
 GC0774
 GC0774  HISTORY     - Date     Condition        Report By
 GC0774  HISTORY     - 1961     MONUMENTED       TNHD
 GC0774
 GC0774                          STATION DESCRIPTION
 GC0774
 GC0774'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0774'IN HENDERSONVILLE.
 GC0774'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE,
 GC0774'GO WEST ON U.S. HIGHWAY 31E FOR 0.8 MILE TO A PAVED ROAD
 GC0774'RIGHT AND THE STATION MARK ON THE LEFT.  THE STATION MARK IS 84
 GC0774'FEET WEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 GC0774'U.S. HIGHWAY 31E AND RICKLAND ROAD, 45 FEET SOUTHEAST OF A POWER
 GC0774'POLE AND 20.5 FEET NORTH OF A WITNESS POST.  THE DISK IS SET
 GC0774'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2200 ***********************************************************************
 GC2200  DESIGNATION -  DURHAM
 GC2200  PID         -  GC2200
 GC2200  STATE/COUNTY-  TN/SUMNER
 GC2200  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2200
 GC2200                         *CURRENT SURVEY CONTROL
 GC2200  ___________________________________________________________________
 GC2200* NAD 83(1995)-  36 18 07.55830(N)    086 37 58.23172(W)     ADJUSTED  
 GC2200* NAVD 88     -       163.9    (meters)     538.     (feet)  VERTCON   
 GC2200  ___________________________________________________________________
 GC2200  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC2200  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2200
 GC2200  HORZ ORDER  -  SECOND
 GC2200
 GC2200.The horizontal coordinates were established by classical geodetic methods
 GC2200.and adjusted by the National Geodetic Survey in April 1999..
 GC2200
 GC2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2200
 GC2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2200
 GC2200.The geoid height was determined by GEOID03.
 GC2200
 GC2200;                    North         East     Units Scale Factor Converg.
 GC2200;SPC TN       -   218,619.544   543,160.472   MT  0.99998169   -0 22 13.8
 GC2200;SPC TN       -   717,254.29  1,782,018.98   sFT  0.99998169   -0 22 13.8
 GC2200;UTM  16      - 4,017,519.085   532,964.464   MT  0.99961339   +0 13 02.6
 GC2200
 GC2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2200!SPC TN       -   0.99997889  x   0.99998169  =   0.99996058
 GC2200!UTM  16      -   0.99997889  x   0.99961339  =   0.99959229
 GC2200
 GC2200:                Primary Azimuth Mark                     Grid Az
 GC2200:SPC TN       -  DURHAM AZ MK                             076 37 16.0
 GC2200:UTM  16      -  DURHAM AZ MK                             076 01 59.6
 GC2200
 GC2200|---------------------------------------------------------------------|
 GC2200| PID    Reference Object                     Distance      Geod. Az  |
 GC2200|                                                           dddmmss.s |
 GC2200| GC0772 DURHAM AZ MK                                       0761502.2 |
 GC2200| GC0773 DURHAM RM 1                          23.811 METERS 18538     |
 GC2200| GC0775 DURHAM RM 2                          26.034 METERS 30759     |
 GC2200|---------------------------------------------------------------------|
 GC2200
 GC2200                          SUPERSEDED SURVEY CONTROL
 GC2200
 GC2200  NAD 83(1995)-  36 18 07.55984(N)    086 37 58.23346(W) AD(       ) 2
 GC2200  NAD 83(1995)-  36 18 07.56397(N)    086 37 58.23385(W) AD(       ) 2
 GC2200  NAD 83(1986)-  36 18 07.56866(N)    086 37 58.23412(W) AD(       ) 2
 GC2200  NAD 27      -  36 18 07.38540(N)    086 37 58.25220(W) AD(       ) 2
 GC2200  NGVD 29 (07/19/86)  164.0    (m)          538.     (f) VERT ANG       
 GC2200
 GC2200.Superseded values are not recommended for survey control.
 GC2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2200.See file dsdata.txt to determine how the superseded data were derived.
 GC2200
 GC2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3296417519(NAD 83)
 GC2200_MARKER: DD = SURVEY DISK
 GC2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2200
 GC2200  HISTORY     - Date     Condition        Report By
 GC2200  HISTORY     - 1961     MONUMENTED       TNHD
 GC2200  HISTORY     - 1966     GOOD             TNHD
 GC2200  HISTORY     - 1972     GOOD             LOCENG
 GC2200
 GC2200                          STATION DESCRIPTION
 GC2200
 GC2200'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2200'THE STATION IS ABOUT 0.8 OF A MILE WEST OF HENDERSONVILLE.
 GC2200'
 GC2200'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO WEST
 GC2200'ON U.S. HIGHWAY 31E FOR 0.8 MILE TO A PAVED ROAD RIGHT AND THE
 GC2200'STATION ON THE LEFT AS DESCRIBED.
 GC2200'
 GC2200'THE STATION IS 84 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2200'INTERSECTION OF U.S. HIGHWAY 31E AND RICKLAND ROAD, 45 FEET
 GC2200'SOUTHEAST OF A POWER POLE AND 20.5 FEET NORTH OF A WITNESS POST.
 GC2200'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISK STAMPED DURHAM 1961.  THE UNDERGROUND MARK IS ABOUT
 GC2200'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC2200'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2200'
 GC2200'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE APPROXIMATE CENTER
 GC2200'RICKLAND ROAD, 8 FEET EAST OF A GATE AND FENCE CORNER POST AND 2
 GC2200'FEET NORTH OF A FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2200'MONUMENT, AND THE DISK IS STAMPED DURHAM RM-1 1961.
 GC2200'
 GC2200'REFERENCE MARK NO. 2 IS 42 FEET WEST OF A POWER POLE AND 35 FEET
 GC2200'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E.  THE MARK IS A
 GC2200'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 GC2200'FLUSH WITH THE SURFACE OF A CONCRETE RETAINING WALL AND THE DISK IS
 GC2200'STAMPED DURHAM RM-2 1961.
 GC2200'
 GC2200'THE AZIMUTH MARK IS 36 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2200'U.S. HIGHWAY 31E, 31 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2200'POWELL STREET AND 2 FEET WEST OF A POWER POLE.  THE MARK IS A
 GC2200'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GC2200'DRILLED HOLE FLUSH WITH THE SURFACE OF A SIDEWALK AND THE DISK IS
 GC2200'STAMPED DURHAM AZI 1961.
 GC2200'
 GC2200'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 GC2200'31E FOR 0.5 MILE TO POWELL STREET AND THE MARK ON THE RIGHT AS
 GC2200'DESCRIBED.
 GC2200'
 GC2200'ALL OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 GC2200
 GC2200                          STATION RECOVERY (1966)
 GC2200
 GC2200'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GC2200'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 GC2200'CONSTRUCTION AND CHANGES IN THE AREA, A NEW AND COMPLETE
 GC2200'DESCRIPTION FOLLOWS.
 GC2200'
 GC2200'THE STATION IS LOCATED AT THE Y JUNCTION OF U.S. HIGHWAY 31E AND
 GC2200'ROCKLAND ROAD IN HENDERSONVILLE.
 GC2200'
 GC2200'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO
 GC2200'WESTERLY ON U.S. HIGHWAY 31E FOR 0.4 MILE TO THE JUNCTION
 GC2200'OF ROCKLAND ROAD AND THE STATION.
 GC2200'
 GC2200'THE STATION IS 85 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GC2200'HIGHWAY 31E, 41 FEET SOUTHEAST OF GUYED POWER POLE NO.  152, 37
 GC2200'FEET NORTH OF THE APPROXIMATE CENTER OF ROCKLAND ROAD, 37 FEET SOUTH
 GC2200'OF THE EAST END OF A CONCRETE CURB, 21 FEET NORTH OF A GUYED
 GC2200'TELEPHONE POLE, 20.3 FEET NORTH OF A METAL WITNESS POST AND SIGN AND
 GC2200'18 FEET EAST OF THE BASE OF THE GUY CABLES TO POWER POLE NO. 152.
 GC2200'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISKS AND THE DISKS ARE STAMPED DURHAM 1961.  THE
 GC2200'UNDERGROUND MARK IS ABOUT 34 INCHES BELOW THE SURFACE.  THE SURFACE
 GC2200'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC2200'ABOUT 4 INCHES BELOW THE SURFACE.
 GC2200'
 GC2200'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2200'ROCKLAND ROAD, 8 FEET EAST OF A GATE AND FENCE CORNER POST, 8
 GC2200'FEET SOUTHEAST OF POWER POLE NO. 58440 AND 2 FEET NORTH OF A FENCE
 GC2200'LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2200'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2200'AND THE DISK IS STAMPED DURHAM RM-1 1961.
 GC2200'
 GC2200'REFERENCE MARK NO. 2 IS 46 FEET WEST OF THE GUYED POWER POLE NO. 152,
 GC2200'35 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 31E AND 27
 GC2200'FEET EAST OF THE APPROXIMATE CENTER OF A SERVICE STATION DRIVE.  THE
 GC2200'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC2200'FLUSH IN A DRILL HOLE IN A CONCRETE CURB AND THE DISK IS STAMPED
 GC2200'DURHAM RM-2 1961.
 GC2200'
 GC2200'THE AZIMUTH MARK IS ACROSS U.S. HIGHWAY 31E FROM THE POST OFFICE IN
 GC2200'HENDERSONVILLE, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S.
 GC2200'HIGHWAY 31E AND POWELL STREET, 36 FEET SOUTH OF THE APPROXIMATE
 GC2200'CENTER OF U.S. HIGHWAY 31E AND 31 FEET EAST OF THE APPROXIMATE
 GC2200'CENTER OF POWELL STREET.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN A CONCRETE CURB AND
 GC2200'THE DISK IS STAMPED DURHAM AZI 1961.
 GC2200
 GC2200                          STATION RECOVERY (1972)
 GC2200
 GC2200'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GC2200'DURHAM 1961 RECOVERED IN GOOD CONDITION.
 GC2200'AZIMUTH MARK 1961 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0772 ***********************************************************************
 GC0772  DESIGNATION -  DURHAM AZ MK
 GC0772  PID         -  GC0772
 GC0772  STATE/COUNTY-  TN/SUMNER
 GC0772  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0772
 GC0772                         *CURRENT SURVEY CONTROL
 GC0772  ___________________________________________________________________
 GC0772* NAD 83(1986)-  36 18 13.     (N)    086 37 30.     (W)     SCALED    
 GC0772* NAVD 88     -       152.906  (meters)     501.66   (feet)  ADJUSTED  
 GC0772  ___________________________________________________________________
 GC0772  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0772  DYNAMIC HT  -         152.777 (meters)     501.24  (feet)  COMP
 GC0772  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GC0772
 GC0772  VERT ORDER  -  SECOND    CLASS 0
 GC0772
 GC0772.The horizontal coordinates were scaled from a topographic map and have
 GC0772.an estimated accuracy of +/- 6 seconds.
 GC0772
 GC0772.The orthometric height was determined by differential leveling
 GC0772.and adjusted by the National Geodetic Survey in June 1991..
 GC0772
 GC0772.The geoid height was determined by GEOID03.
 GC0772
 GC0772.The dynamic height is computed by dividing the NAVD 88
 GC0772.geopotential number by the normal gravity value computed on the
 GC0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0772.degrees latitude (g = 980.6199 gals.).
 GC0772
 GC0772.The modeled gravity was interpolated from observed gravity values.
 GC0772
 GC0772;                    North         East    Units  Estimated Accuracy
 GC0772;SPC TN       -   218,780.      543,870.      MT  (+/- 180 meters Scaled)
 GC0772
 GC0772                          SUPERSEDED SURVEY CONTROL
 GC0772
 GC0772  NGVD 29 (??/??/??)  152.99   (m)          501.9    (f) RESET       3  
 GC0772
 GC0772.Superseded values are not recommended for survey control.
 GC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0772.See file dsdata.txt to determine how the superseded data were derived.
 GC0772
 GC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF336176(NAD 83)
 GC0772_MARKER: DD = SURVEY DISK
 GC0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0772_SP_SET: SIDEWALK
 GC0772_STAMPING: DURHAM AZI 1961
 GC0772_MARK LOGO: TNHD  
 GC0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0772+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 GC0772
 GC0772  HISTORY     - Date     Condition        Report By
 GC0772  HISTORY     - 1961     MONUMENTED       TNHD
 GC0772  HISTORY     - 20050228 GOOD             TNDT
 GC0772
 GC0772                          STATION DESCRIPTION
 GC0772
 GC0772'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0772'IN HENDERSONVILLE.
 GC0772'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0772'31E FOR 0.5 MILE TO THE JUNCTION OF POWELL STREET AND THE MARK
 GC0772'ON THE LEFT.  THE MARK IS 36 FEET SOUTHEAST OF THE CENTERLINE OF
 GC0772'U.S. HIGHWAY 31E, 31 FEET EAST OF THE CENTERLINE OF POWELL
 GC0772'STREET AND 2 FEET WEST OF A POWER POLE.  THE DISK IS CEMENTED
 GC0772'IN A DRILLED HOLE IN THE SIDEWALK.
 GC0772
 GC0772                          STATION RECOVERY (2005)
 GC0772
 GC0772'RECOVERY NOTE BY TN DEPT OF TRANSP 2005 (DWB)
 GC0772'NEW TO-REACH -
 GC0772'FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE ROUTE 258 IN
 GC0772'HENDERSONVILLE, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 0.52 MILE TO
 GC0772'POWELL DRIVE AND THE STATION MARK ON THE LEFT.
 GC0772' 
 GC0772'THE MARK IS IN THE TOP OF THE CURB FACING U.S. HIGHWAY 31E AND IS 12.5
 GC0772'M (41 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E, 9.1
 GC0772'M (30 FT) NORTHEAST OF THE APPROXIMATE CENTER OF POWELL DRIVE, 7.2 M
 GC0772'(23.5 FT) NORTH-NORTHWEST OF THE NORTH END OF A BRICK SIGN, 6.0 M (20
 GC0772'FT) NORTH-NORTHEAST OF A STOP SIGN, 5.2 M (17 FT) NORTHWEST OF A
 GC0772'3-INCH DIAMETER (IN 2005) MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0773 ***********************************************************************
 GC0773  DESIGNATION -  DURHAM RM 1
 GC0773  PID         -  GC0773
 GC0773  STATE/COUNTY-  TN/SUMNER
 GC0773  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0773
 GC0773                         *CURRENT SURVEY CONTROL
 GC0773  ___________________________________________________________________
 GC0773* NAD 83(1986)-  36 18 07.     (N)    086 37 58.     (W)     SCALED    
 GC0773* NAVD 88     -       163.727  (meters)     537.16   (feet)  ADJUSTED  
 GC0773  ___________________________________________________________________
 GC0773  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0773  DYNAMIC HT  -         163.589 (meters)     536.71  (feet)  COMP
 GC0773  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0773
 GC0773  VERT ORDER  -  SECOND    CLASS 0
 GC0773
 GC0773.The horizontal coordinates were scaled from a topographic map and have
 GC0773.an estimated accuracy of +/- 6 seconds.
 GC0773
 GC0773.The orthometric height was determined by differential leveling
 GC0773.and adjusted by the National Geodetic Survey in June 1991..
 GC0773
 GC0773.The geoid height was determined by GEOID03.
 GC0773
 GC0773.The dynamic height is computed by dividing the NAVD 88
 GC0773.geopotential number by the normal gravity value computed on the
 GC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0773.degrees latitude (g = 980.6199 gals.).
 GC0773
 GC0773.The modeled gravity was interpolated from observed gravity values.
 GC0773
 GC0773;                    North         East    Units  Estimated Accuracy
 GC0773;SPC TN       -   218,600.      543,170.      MT  (+/- 180 meters Scaled)
 GC0773
 GC0773                          SUPERSEDED SURVEY CONTROL
 GC0773
 GC0773  NGVD 29 (??/??/92)  163.786  (m)          537.35   (f) ADJ UNCH    2 0
 GC0773
 GC0773.Superseded values are not recommended for survey control.
 GC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0773.See file dsdata.txt to determine how the superseded data were derived.
 GC0773
 GC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329175(NAD 83)
 GC0773_MARKER: DD = SURVEY DISK
 GC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0773_STAMPING: DURHAM RM-1 1961
 GC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0773+STABILITY: SURFACE MOTION
 GC0773
 GC0773  HISTORY     - Date     Condition        Report By
 GC0773  HISTORY     - 1961     MONUMENTED       TNHD
 GC0773
 GC0773                          STATION DESCRIPTION
 GC0773
 GC0773'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0773'IN HENDERSONVILLE.
 GC0773'THIS MARK IS LOCATED AT THE DURHAM 1961 STATION SITE, 38 FEET
 GC0773'SOUTH OF THE CENTERLINE OF RICKLAND ROAD, 8 FEET EAST OF A
 GC0773'GATE AND FENCE CORNER POST AND 2 FEET NORTH OF A FENCE LINE.
 GC0773'THE MARK IS 78 FEET SOUTH OF THE STATION AND SET IN TOP OF A
 GC0773'10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0775 ***********************************************************************
 GC0775  DESIGNATION -  DURHAM RM 2
 GC0775  PID         -  GC0775
 GC0775  STATE/COUNTY-  TN/SUMNER
 GC0775  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0775
 GC0775                         *CURRENT SURVEY CONTROL
 GC0775  ___________________________________________________________________
 GC0775* NAD 83(1986)-  36 18 07.     (N)    086 37 58.     (W)     SCALED    
 GC0775* NAVD 88     -       163.730  (meters)     537.17   (feet)  ADJUSTED  
 GC0775  ___________________________________________________________________
 GC0775  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0775  DYNAMIC HT  -         163.592 (meters)     536.72  (feet)  COMP
 GC0775  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0775
 GC0775  VERT ORDER  -  SECOND    CLASS 0
 GC0775
 GC0775.The horizontal coordinates were scaled from a topographic map and have
 GC0775.an estimated accuracy of +/- 6 seconds.
 GC0775
 GC0775.The orthometric height was determined by differential leveling
 GC0775.and adjusted by the National Geodetic Survey in June 1991..
 GC0775
 GC0775.The geoid height was determined by GEOID03.
 GC0775
 GC0775.The dynamic height is computed by dividing the NAVD 88
 GC0775.geopotential number by the normal gravity value computed on the
 GC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0775.degrees latitude (g = 980.6199 gals.).
 GC0775
 GC0775.The modeled gravity was interpolated from observed gravity values.
 GC0775
 GC0775;                    North         East    Units  Estimated Accuracy
 GC0775;SPC TN       -   218,600.      543,170.      MT  (+/- 180 meters Scaled)
 GC0775
 GC0775                          SUPERSEDED SURVEY CONTROL
 GC0775
 GC0775  NGVD 29 (??/??/92)  163.789  (m)          537.36   (f) ADJ UNCH    2 0
 GC0775
 GC0775.Superseded values are not recommended for survey control.
 GC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0775.See file dsdata.txt to determine how the superseded data were derived.
 GC0775
 GC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329175(NAD 83)
 GC0775_MARKER: DD = SURVEY DISK
 GC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0775_STAMPING: DURHAM RM-2 1961
 GC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0775+STABILITY: SURFACE MOTION
 GC0775
 GC0775  HISTORY     - Date     Condition        Report By
 GC0775  HISTORY     - 1961     MONUMENTED       TNHD
 GC0775
 GC0775                          STATION DESCRIPTION
 GC0775
 GC0775'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0775'IN HENDERSONVILLE.
 GC0775'THIS MARK IS LOCATED AT THE DURHAM 1961 STATION SITE, 42 FEET
 GC0775'WEST OF A POWER POLE AND 35 FEET SOUTH OF THE CENTERLINE OF U.S.
 GC0775'31E.  THE MARK IS 85.4 FEET NORTHWEST OF THE STATION AND SET IN
 GC0775'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1830 ***********************************************************************
 GB1830  DESIGNATION -  DYER
 GB1830  PID         -  GB1830
 GB1830  STATE/COUNTY-  TN/SMITH
 GB1830  USGS QUAD   -  GORDONSVILLE (1986)
 GB1830
 GB1830                         *CURRENT SURVEY CONTROL
 GB1830  ___________________________________________________________________
 GB1830* NAD 83(1995)-  36 10 41.96421(N)    085 59 30.70229(W)     ADJUSTED  
 GB1830* NAVD 88     -       234.324  (meters)     768.78   (feet)  ADJUSTED  
 GB1830  ___________________________________________________________________
 GB1830  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 GB1830  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1830  DYNAMIC HT  -         234.124 (meters)     768.12  (feet)  COMP
 GB1830  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GB1830
 GB1830  HORZ ORDER  -  SECOND
 GB1830  VERT ORDER  -  SECOND    CLASS 0
 GB1830
 GB1830.The horizontal coordinates were established by classical geodetic methods
 GB1830.and adjusted by the National Geodetic Survey in April 1999..
 GB1830
 GB1830.The orthometric height was determined by differential leveling
 GB1830.and adjusted by the National Geodetic Survey in June 1991..
 GB1830
 GB1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1830
 GB1830.The geoid height was determined by GEOID03.
 GB1830
 GB1830.The dynamic height is computed by dividing the NAVD 88
 GB1830.geopotential number by the normal gravity value computed on the
 GB1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1830.degrees latitude (g = 980.6199 gals.).
 GB1830
 GB1830.The modeled gravity was interpolated from observed gravity values.
 GB1830
 GB1830;                    North         East     Units Scale Factor Converg.
 GB1830;SPC TN       -   204,701.537   600,732.095   MT  0.99996640   +0 00 17.2
 GB1830;SPC TN       -   671,591.63  1,970,901.88   sFT  0.99996640   +0 00 17.2
 GB1830;UTM  16      - 4,004,198.256   590,657.537   MT  0.99970127   +0 35 42.5
 GB1830
 GB1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1830!SPC TN       -   0.99996785  x   0.99996640  =   0.99993425
 GB1830!UTM  16      -   0.99996785  x   0.99970127  =   0.99966913
 GB1830
 GB1830|---------------------------------------------------------------------|
 GB1830| PID    Reference Object                     Distance      Geod. Az  |
 GB1830|                                                           dddmmss.s |
 GB1830| GB1831 DYER RM 1                             4.748 METERS 12057     |
 GB1830| GB1829 DYER RM 2                            16.146 METERS 25237     |
 GB1830| GC0295 MIDDLETON                           APPROX. 2.7 KM 2641352.0 |
 GB1830|---------------------------------------------------------------------|
 GB1830
 GB1830                          SUPERSEDED SURVEY CONTROL
 GB1830
 GB1830  NAD 83(1995)-  36 10 41.96704(N)    085 59 30.70584(W) AD(       ) 2
 GB1830  NAD 83(1995)-  36 10 41.96713(N)    085 59 30.70766(W) AD(       ) 2
 GB1830  NAD 83(1986)-  36 10 41.97610(N)    085 59 30.70318(W) AD(       ) 2
 GB1830  NAD 27      -  36 10 41.76250(N)    085 59 30.75180(W) AD(       ) 2
 GB1830  NGVD 29 (??/??/92)  234.386  (m)          768.98   (f) ADJ UNCH    2 0
 GB1830
 GB1830.Superseded values are not recommended for survey control.
 GB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1830.See file dsdata.txt to determine how the superseded data were derived.
 GB1830
 GB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9065804198(NAD 83)
 GB1830_MARKER: DE = TRAVERSE STATION DISK
 GB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1830_STAMPING: DYER 1960
 GB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1830+STABILITY: SURFACE MOTION
 GB1830
 GB1830  HISTORY     - Date     Condition        Report By
 GB1830  HISTORY     - 1960     MONUMENTED       CGS
 GB1830  HISTORY     - 1960     GOOD             CGS
 GB1830  HISTORY     - 1963     GOOD             CGS
 GB1830
 GB1830                          STATION DESCRIPTION
 GB1830
 GB1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1830'THE STATION IS LOCATED ABOUT 3 MILES WEST OF GORDONSVILLE AND ABOUT 1
 GB1830'MILE NORTHEAST OF NEW MIDDLETON.
 GB1830'
 GB1830'TO REACH THE STATION FROM THE POST OFFICE IN NEW MIDDLETON, GO EAST
 GB1830'ON STATE HIGHWAY 141 FOR 0.65 MILE TO A SIDE ROAD ON THE LEFT, TURN
 GB1830'LEFT, NORTH, AND GO NORTH FOR 0.3 MILE TO A GATE ON THE RIGHT, TURN
 GB1830'RIGHT, THROUGH THE GATE, AND GO SOUTHEAST UP HILL FOR 0.2 MILE
 GB1830'TO THE STATION.
 GB1830'
 GB1830'THE STATION IS 5.1 FEET NORTH OF A WITNESS POST. IT IS A STANDARD
 GB1830'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB1830'STAMPED DYER 1960.
 GB1830'
 GB1830'REFERENCE MARK NO. 1 IS 13 FEET EAST OF A WITNESS POST. IT IS A
 GB1830'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GB1830'FLUSH, AND STAMPED DYER NO 1 1960.
 GB1830'
 GB1830'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB1830'OUTCROPPING BEDROCK, FLUSH, AND STAMPED DYER NO 2 1960.
 GB1830'
 GB1830'TRAVERSE STATION MIDDLETON WAS USED AS THE AZIMUTH MARK. A
 GB1830'TELLUROMETER TRAVERSE CONNECTION WAS MADE. SEE DESCRIPTION
 GB1830'THEREOF.
 GB1830
 GB1830                          STATION RECOVERY (1960)
 GB1830
 GB1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1830'1.2 MI E FROM NEW MIDDLETON.
 GB1830'FROM THE POST OFFICE IN NEW MIDDLETON, GO EAST ON STATE HIGHWAY
 GB1830'141 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTH,
 GB1830'AND GO NORTH FOR 0.3 MILE TO A GATE ON THE RIGHT, TURN RIGHT,
 GB1830'THROUGH THE GATE, AND SOUTHEAST UP HILL FOR 0.2 MILE TO THE STATION.
 GB1830'THE STATION MARK IS 5.1 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GB1830'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1830
 GB1830                          STATION RECOVERY (1963)
 GB1830
 GB1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1830'STATION AND RM NO. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB1830'WITNESS POST INTACT.  NO SEARCH MADE FOR RM NO. 1.
 GB1830'
 GB1830'1960 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1508 ***********************************************************************
 GD1508  DESIGNATION -  DYER
 GD1508  PID         -  GD1508
 GD1508  STATE/COUNTY-  TN/GIBSON
 GD1508  USGS QUAD   -  DYER (1985)
 GD1508
 GD1508                         *CURRENT SURVEY CONTROL
 GD1508  ___________________________________________________________________
 GD1508* NAD 83(1995)-  36 03 49.08893(N)    088 59 45.78698(W)     ADJUSTED  
 GD1508* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 GD1508  ___________________________________________________________________
 GD1508  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GD1508  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1508
 GD1508  HORZ ORDER  -  THIRD
 GD1508
 GD1508.The horizontal coordinates were established by classical geodetic methods
 GD1508.and adjusted by the National Geodetic Survey in April 1999..
 GD1508
 GD1508.The orthometric height was scaled from a topographic map.
 GD1508
 GD1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1508
 GD1508.The geoid height was determined by GEOID03.
 GD1508
 GD1508;                    North         East     Units Scale Factor Converg.
 GD1508;SPC TN       -   196,107.149   330,136.024   MT  0.99995640   -1 45 14.4
 GD1508;SPC TN       -   643,394.87  1,083,121.27   sFT  0.99995640   -1 45 14.4
 GD1508;UTM  16      - 3,992,850.420   320,233.966   MT  0.99999820   -1 10 31.3
 GD1508
 GD1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1508!SPC TN       -   0.99998512  x   0.99995640  =   0.99994152
 GD1508!UTM  16      -   0.99998512  x   0.99999820  =   0.99998332
 GD1508
 GD1508:                Primary Azimuth Mark                     Grid Az
 GD1508:SPC TN       -  LUCK                                     046 18 54.7
 GD1508:UTM  16      -  LUCK                                     045 44 11.6
 GD1508
 GD1508|---------------------------------------------------------------------|
 GD1508| PID    Reference Object                     Distance      Geod. Az  |
 GD1508|                                                           dddmmss.s |
 GD1508| GD1509 LUCK                                APPROX. 9.0 KM 0443340.3 |
 GD1508| CG3971 DYER AZ MK                                         1464034.9 |
 GD1508| CG3972 DYER RM 1                            21.517 METERS 18404     |
 GD1508| GD1507 DYER MUNICIPAL TANK                  16.121 METERS 20800     |
 GD1508| CG3973 DYER RM 2                            20.656 METERS 29521     |
 GD1508|---------------------------------------------------------------------|
 GD1508
 GD1508                          SUPERSEDED SURVEY CONTROL
 GD1508
 GD1508  NAD 83(1995)-  36 03 49.09214(N)    088 59 45.78952(W) AD(       ) 3
 GD1508  NAD 83(1995)-  36 03 49.09245(N)    088 59 45.78973(W) AD(       ) 3
 GD1508  NAD 83(1986)-  36 03 49.10065(N)    088 59 45.78696(W) AD(       ) 3
 GD1508  NAD 27      -  36 03 48.85450(N)    088 59 45.54120(W) AD(       ) 3
 GD1508
 GD1508.Superseded values are not recommended for survey control.
 GD1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1508.See file dsdata.txt to determine how the superseded data were derived.
 GD1508
 GD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2023492850(NAD 83)
 GD1508_MARKER: DS = TRIANGULATION STATION DISK
 GD1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1508+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1508
 GD1508  HISTORY     - Date     Condition        Report By
 GD1508  HISTORY     - 1958     MONUMENTED       CGS
 GD1508  HISTORY     - 1967     GOOD             CGS
 GD1508  HISTORY     - 20030811 GOOD             USACE
 GD1508
 GD1508                          STATION DESCRIPTION
 GD1508
 GD1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1508'THE STATION IS IN THE SOUTHWEST RESIDENTIAL SECTION OF DYER, AT THE
 GD1508'SITE OF THE MUNICIPAL WATER TANK AND IS ABOUT 225 FEET NORTHWEST OF
 GD1508'THE INTERSECTION OF THOMAS STREET AND ASHLEY STREET.  IT IS 28 FEET
 GD1508'WEST OF A YARD FENCE, 29 FEET
 GD1508'SOUTH OF A WIRE FENCE, 37 FEET NORTHEAST OF THE NORTHEAST LEG OF
 GD1508'WATER TANK, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 GD1508'HOUSE AND 70 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 GD1508'FLUSH AND THE DISK IS STAMPED DYER 1958.
 GD1508'
 GD1508'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 143 FEET TO
 GD1508'ASHLEY STREET.  TURN LEFT AND GO EAST ON ASHLEY STREET FOR 130 FEET
 GD1508'TO THE INTERSECTION OF THOMAS STREET AND ASHLEY STREET.  TURN RIGHT
 GD1508'AND GO SOUTH ON THOMAS STREET FOR 0.1 MILE TO SOUTH STREET.  TURN
 GD1508'LEFT AND GO EAST ON SOUTH STREET FOR 162 FEET TO THE AZIMUTH MARK
 GD1508'ON THE LEFT.
 GD1508'
 GD1508'REFERENCE MARK 1 IS 14 FEET SOUTHEAST OF THE SOUTHEAST LEG OF WATER
 GD1508'TANK, 73 FEET NORTH OF THE CENTERLINE OF ASHLEY STREET AND 56 FEET
 GD1508'WEST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE.  THE MONUMENT IS
 GD1508'FLUSH AND THE DISK IS STAMPED DYER NO 1 1958.
 GD1508'
 GD1508'REFERENCE MARK IS 67 FEET NORTHWEST OF THE NORTHWEST LEG OF THE WATER
 GD1508'TANK, 1 FOOT SOUTH OF THE WIRE FENCE AND 2 FEET EAST OF THE WHITE
 GD1508'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1508'STAMPED DYER NO 2 1958.
 GD1508'
 GD1508'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF SOUTH STREET,
 GD1508'47 FEET EAST OF A POWER LINE POLE, 45 FEET WEST OF A POWER LINE POLE
 GD1508'AND 162 FEET EAST OF THE INTERSECTION OF THOMAS STREET AND SOUTH
 GD1508'STREET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DYER 1958.
 GD1508'
 GD1508'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GD1508
 GD1508                          STATION RECOVERY (1967)
 GD1508
 GD1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1508'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1508'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1508'
 GD1508'THE STATION IS AT THE SITE OF THE DYER MUNICIPAL WATER TANK, IN THE
 GD1508'SOUTHEAST RESIDENTIAL SECTION OF DYER.
 GD1508'
 GD1508'THE STATION IS ABOUT 225 FEET NORTHWEST OF THE INTERSECTION OF THOMAS
 GD1508'STREET AND ASHLEY STREET, 63 FEET NORTHWEST OF THE NORTHWEST CORNER
 GD1508'OF A FRAME HOUSE, 37 FEET NORTHEAST OF THE NORTHEAST LEG OF THE WATER
 GD1508'TANK, 28 FEET WEST OF A YARD FENCE, 25 FEET SOUTH OF A FENCE, AND
 GD1508'0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1508'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GD1508'MONUMENT AND THE DISK IS STAMPED DYER 1958.
 GD1508'
 GD1508'REFERENCE MARK NO. 1 IS 73 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1508'ASHLEY STREET, 56 FEET WEST OF THE SOUTHWEST CORNER OF
 GD1508'THE FRAME HOUSE, 33 FEET WEST OF THE YARD FENCE, AND 14 FEET
 GD1508'SOUTHEAST OF THE SOUTHEAST
 GD1508'LEG OF THE WATER TANK.  IT IS A STANDARD DISK SET IN THE
 GD1508'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1508'IS STAMPED DYER NO 1 1958.
 GD1508'
 GD1508'REFERENCE MARK NO. 2 IS 67 FEET NORTHWEST OF THE NORTHWEST LEG OF
 GD1508'THE WATER TANK, 9 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE
 GD1508'WOODEN WITNESS POST, AND IN A SMALL PASTURE.  IT IS A STANDARD DISK
 GD1508'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1508'PROJECTS 2 INCHES AND THE DISK IS STAMPED DYER NO 2 1958.
 GD1508'
 GD1508'DUE TO THE RISER PIPE OF THE WATER TANK, THE REFERENCE MARKS COULD
 GD1508'NOT BE MEASURED BETWEEN.
 GD1508'
 GD1508'THE AZIMUTH MARK IS 162 FEET EAST OF THE INTERSECTION OF THOMAS
 GD1508'STREET AND SOUTH STREET, 47 FEET EAST OF A POWERLINE POLE, 45 FEET
 GD1508'WEST OF A POWERLINE POLE, 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1508'SOUTH STREET, AND 0.6 OF A FOOT NORTH OF A METAL WITNESS POST
 GD1508'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1508'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DYER
 GD1508'1958.
 GD1508
 GD1508                          STATION RECOVERY (2003)
 GD1508
 GD1508'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1508'FOUND STA. MARK, RM1, RM2, AND AZ MK ALL IN GOOD CONDITION. NO MARKS
 GD1508'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1507 ***********************************************************************
 GD1507  DESIGNATION -  DYER MUNICIPAL TANK
 GD1507  PID         -  GD1507
 GD1507  STATE/COUNTY-  TN/GIBSON
 GD1507  USGS QUAD   -  DYER (1985)
 GD1507
 GD1507                         *CURRENT SURVEY CONTROL
 GD1507  ___________________________________________________________________
 GD1507* NAD 83(1995)-  36 03 48.62710(N)    088 59 46.08940(W)     ADJUSTED  
 GD1507* NAVD 88     -                                                        
 GD1507  ___________________________________________________________________
 GD1507  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GD1507  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1507
 GD1507  HORZ ORDER  -  THIRD
 GD1507
 GD1507.The horizontal coordinates were established by classical geodetic methods
 GD1507.and adjusted by the National Geodetic Survey in April 1999..
 GD1507
 GD1507
 GD1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1507
 GD1507.The geoid height was determined by GEOID03.
 GD1507
 GD1507;                    North         East     Units Scale Factor Converg.
 GD1507;SPC TN       -   196,093.154   330,128.024   MT  0.99995639   -1 45 14.6
 GD1507;SPC TN       -   643,348.96  1,083,095.03   sFT  0.99995639   -1 45 14.6
 GD1507;UTM  16      - 3,992,836.344   320,226.108   MT  0.99999823   -1 10 31.5
 GD1507
 GD1507                          SUPERSEDED SURVEY CONTROL
 GD1507
 GD1507  NAD 83(1995)-  36 03 48.63031(N)    088 59 46.09194(W) AD(       ) 4
 GD1507  NAD 83(1995)-  36 03 48.63063(N)    088 59 46.09215(W) AD(       ) 4
 GD1507  NAD 83(1986)-  36 03 48.63894(N)    088 59 46.08964(W) AD(       ) 4
 GD1507  NAD 27      -  36 03 48.39300(N)    088 59 45.84400(W) AD(       ) 3
 GD1507
 GD1507.Superseded values are not recommended for survey control.
 GD1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1507.See file dsdata.txt to determine how the superseded data were derived.
 GD1507
 GD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2022692836(NAD 83)
 GD1507_MARKER: 53 = ELEVATED TANK
 GD1507
 GD1507  HISTORY     - Date     Condition        Report By
 GD1507  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1507  HISTORY     - 1959     GOOD             CGS
 GD1507  HISTORY     - 1967     GOOD             CGS
 GD1507
 GD1507                          STATION DESCRIPTION
 GD1507
 GD1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1507'THE STATION IS THE CENTER OF THE BASE OF THE DYER MUNICIPAL WATER
 GD1507'TANK LOCATED IN THE SOUTHWEST SECTION OF DYER, ABOUT 200 FEET
 GD1507'NORTHWEST OF THE INTERSECTION OF THOMAS STREET AND ASHLEY STREET.
 GD1507'THE TANK IS SUPPORTED BY 4 TUBULAR STEEL LEGS, SUPPORTING
 GD1507'STRUCTURE AND THE TANK ARE PAINTED SILVER WITH THE NAME DYER
 GD1507'PAINTED IN BLACK LETTERS ON THE SOUTH SIDE OF THE TANK.  THE OVERALL
 GD1507'HEIGHT IS 100 FEET.
 GD1507'
 GD1507'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION DYER TO
 GD1507'THE DYER MUNICIPAL WATER TANK THE DISTANCE IS 52.9 FEET, 16.12
 GD1507'METERS.
 GD1507
 GD1507                          STATION RECOVERY (1959)
 GD1507
 GD1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1507'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 GD1507'ADEQUATE.
 GD1507
 GD1507                          STATION RECOVERY (1967)
 GD1507
 GD1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1507'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1507'
 GD1507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT DYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1831 ***********************************************************************
 GB1831  DESIGNATION -  DYER RM 1
 GB1831  PID         -  GB1831
 GB1831  STATE/COUNTY-  TN/SMITH
 GB1831  USGS QUAD   -  GORDONSVILLE (1986)
 GB1831
 GB1831                         *CURRENT SURVEY CONTROL
 GB1831  ___________________________________________________________________
 GB1831* NAD 83(1986)-  36 10 41.     (N)    085 59 30.     (W)     SCALED    
 GB1831* NAVD 88     -       234.111  (meters)     768.08   (feet)  ADJUSTED  
 GB1831  ___________________________________________________________________
 GB1831  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1831  DYNAMIC HT  -         233.911 (meters)     767.42  (feet)  COMP
 GB1831  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GB1831
 GB1831  VERT ORDER  -  SECOND    CLASS 0
 GB1831
 GB1831.The horizontal coordinates were scaled from a topographic map and have
 GB1831.an estimated accuracy of +/- 6 seconds.
 GB1831
 GB1831.The orthometric height was determined by differential leveling
 GB1831.and adjusted by the National Geodetic Survey in June 1991..
 GB1831
 GB1831.The geoid height was determined by GEOID03.
 GB1831
 GB1831.The dynamic height is computed by dividing the NAVD 88
 GB1831.geopotential number by the normal gravity value computed on the
 GB1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1831.degrees latitude (g = 980.6199 gals.).
 GB1831
 GB1831.The modeled gravity was interpolated from observed gravity values.
 GB1831
 GB1831;                    North         East    Units  Estimated Accuracy
 GB1831;SPC TN       -   204,670.      600,750.      MT  (+/- 180 meters Scaled)
 GB1831
 GB1831                          SUPERSEDED SURVEY CONTROL
 GB1831
 GB1831  NGVD 29 (??/??/92)  234.173  (m)          768.28   (f) ADJ UNCH    2 0
 GB1831
 GB1831.Superseded values are not recommended for survey control.
 GB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1831.See file dsdata.txt to determine how the superseded data were derived.
 GB1831
 GB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF906041(NAD 83)
 GB1831_MARKER: DR = REFERENCE MARK DISK
 GB1831_SETTING: 66 = SET IN ROCK OUTCROP
 GB1831_SP_SET: BEDROCK
 GB1831_STAMPING: DYER NO 1 1960
 GB1831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1831+STABILITY: POSITION/ELEVATION WELL
 GB1831
 GB1831  HISTORY     - Date     Condition        Report By
 GB1831  HISTORY     - 1960     MONUMENTED       CGS
 GB1831
 GB1831                          STATION DESCRIPTION
 GB1831
 GB1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1831'1.2 MI E FROM NEW MIDDLETON.
 GB1831'THIS MARK IS LOCATED AT THE DYER 1960 STATION SITE, 15.6 FT. SOUTHEAST
 GB1831'OF THE STATION MARK AND 13 FT. EAST OF A WITNESS SIGN.  THE DISK
 GB1831'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1829 ***********************************************************************
 GB1829  DESIGNATION -  DYER RM 2
 GB1829  PID         -  GB1829
 GB1829  STATE/COUNTY-  TN/SMITH
 GB1829  USGS QUAD   -  GORDONSVILLE (1986)
 GB1829
 GB1829                         *CURRENT SURVEY CONTROL
 GB1829  ___________________________________________________________________
 GB1829* NAD 83(1986)-  36 10 41.     (N)    085 59 30.     (W)     SCALED    
 GB1829* NAVD 88     -       234.398  (meters)     769.02   (feet)  ADJUSTED  
 GB1829  ___________________________________________________________________
 GB1829  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1829  DYNAMIC HT  -         234.198 (meters)     768.36  (feet)  COMP
 GB1829  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GB1829
 GB1829  VERT ORDER  -  SECOND    CLASS 0
 GB1829
 GB1829.The horizontal coordinates were scaled from a topographic map and have
 GB1829.an estimated accuracy of +/- 6 seconds.
 GB1829
 GB1829.The orthometric height was determined by differential leveling
 GB1829.and adjusted by the National Geodetic Survey in June 1991..
 GB1829
 GB1829.The geoid height was determined by GEOID03.
 GB1829
 GB1829.The dynamic height is computed by dividing the NAVD 88
 GB1829.geopotential number by the normal gravity value computed on the
 GB1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1829.degrees latitude (g = 980.6199 gals.).
 GB1829
 GB1829.The modeled gravity was interpolated from observed gravity values.
 GB1829
 GB1829;                    North         East    Units  Estimated Accuracy
 GB1829;SPC TN       -   204,670.      600,750.      MT  (+/- 180 meters Scaled)
 GB1829
 GB1829                          SUPERSEDED SURVEY CONTROL
 GB1829
 GB1829  NGVD 29 (??/??/92)  234.460  (m)          769.22   (f) ADJ UNCH    2 0
 GB1829
 GB1829.Superseded values are not recommended for survey control.
 GB1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1829.See file dsdata.txt to determine how the superseded data were derived.
 GB1829
 GB1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF906041(NAD 83)
 GB1829_MARKER: DR = REFERENCE MARK DISK
 GB1829_SETTING: 66 = SET IN ROCK OUTCROP
 GB1829_SP_SET: BEDROCK
 GB1829_STAMPING: DYER NO 1 1960
 GB1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1829+STABILITY: POSITION/ELEVATION WELL
 GB1829
 GB1829  HISTORY     - Date     Condition        Report By
 GB1829  HISTORY     - 1960     MONUMENTED       CGS
 GB1829
 GB1829                          STATION DESCRIPTION
 GB1829
 GB1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1829'1.2 MI E FROM NEW MIDDLETON.
 GB1829'THIS MARK IS LOCATED AT THE DYER 1960 STATION SITE, 53 FT. SOUTHWEST
 GB1829'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1829'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1113 ***********************************************************************
 GD1113  DESIGNATION -  DYERSBURG
 GD1113  PID         -  GD1113
 GD1113  STATE/COUNTY-  TN/DYER
 GD1113  USGS QUAD   -  DYERSBURG (1983)
 GD1113
 GD1113                         *CURRENT SURVEY CONTROL
 GD1113  ___________________________________________________________________
 GD1113* NAD 83(1995)-  36 02 57.20590(N)    089 23 34.84818(W)     ADJUSTED  
 GD1113* NAVD 88     -       115.994  (meters)     380.56   (feet)  ADJUSTED  
 GD1113  ___________________________________________________________________
 GD1113  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GD1113  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1113  DYNAMIC HT  -         115.896 (meters)     380.24  (feet)  COMP
 GD1113  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GD1113
 GD1113  HORZ ORDER  -  SECOND
 GD1113  VERT ORDER  -  FIRST     CLASS I
 GD1113
 GD1113.The horizontal coordinates were established by classical geodetic methods
 GD1113.and adjusted by the National Geodetic Survey in April 1999..
 GD1113
 GD1113.The orthometric height was determined by differential leveling
 GD1113.and adjusted by the National Geodetic Survey in June 1991..
 GD1113
 GD1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1113
 GD1113.The geoid height was determined by GEOID03.
 GD1113
 GD1113.The dynamic height is computed by dividing the NAVD 88
 GD1113.geopotential number by the normal gravity value computed on the
 GD1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1113.degrees latitude (g = 980.6199 gals.).
 GD1113
 GD1113.The modeled gravity was interpolated from observed gravity values.
 GD1113
 GD1113;                    North         East     Units Scale Factor Converg.
 GD1113;SPC TN       -   195,676.111   294,338.498   MT  0.99995543   -1 59 11.1
 GD1113;SPC TN       -   641,980.71    965,675.56   sFT  0.99995543   -1 59 11.1
 GD1113;UTM  16      - 3,992,058.106   284,438.072   MT  1.00017259   -1 24 31.6
 GD1113
 GD1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1113!SPC TN       -   0.99998622  x   0.99995543  =   0.99994165
 GD1113!UTM  16      -   0.99998622  x   1.00017259  =   1.00015881
 GD1113
 GD1113:                Primary Azimuth Mark                     Grid Az
 GD1113:SPC TN       -  DYERSBURG RADIO STA WDSG MAST            088 10 23.0
 GD1113:UTM  16      -  DYERSBURG RADIO STA WDSG MAST            087 35 43.5
 GD1113
 GD1113|---------------------------------------------------------------------|
 GD1113| PID    Reference Object                     Distance      Geod. Az  |
 GD1113|                                                           dddmmss.s |
 GD1113| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX. 2.2 KM 0861111.9 |
 GD1113| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX. 2.3 KM 0994725.6 |
 GD1113| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX. 2.6 KM 1213217.6 |
 GD1113| CG3974 DYERSBURG AZ MK                                    1300443.6 |
 GD1113| GD1651 DYERSBURG MUNICIPAL STANDPIPE       APPROX. 1.4 KM 1395357.5 |
 GD1113| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX. 2.7 KM 1405412.2 |
 GD1113| GD1115 DYERSBURG RM 1                       27.280 METERS 14222     |
 GD1113| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX.14.2 KM 1474846.9 |
 GD1113| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX.14.3 KM 1475102.7 |
 GD1113| GD1649 DYERSBURG COUNTY CTHSE DOME         APPROX. 2.0 KM 1620818.5 |
 GD1113| GD1648 DYERSBURG COLONIAL RUBBER TANK      APPROX. 2.2 KM 1813928.2 |
 GD1113| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX. 1.9 KM 1870303.3 |
 GD1113| GD1114 DYERSBURG RM 2                       28.547 METERS 19642     |
 GD1113| GD1652 DYERSBURG RADIO STA WTRO MAST       APPROX. 2.4 KM 3493525.7 |
 GD1113|---------------------------------------------------------------------|
 GD1113
 GD1113                          SUPERSEDED SURVEY CONTROL
 GD1113
 GD1113  NAD 83(1995)-  36 02 57.20931(N)    089 23 34.84891(W) AD(       ) 2
 GD1113  NAD 83(1995)-  36 02 57.20918(N)    089 23 34.84870(W) AD(       ) 2
 GD1113  NAD 83(1986)-  36 02 57.21720(N)    089 23 34.84809(W) AD(       ) 2
 GD1113  NAD 27      -  36 02 56.95900(N)    089 23 34.58610(W) AD(       ) 2
 GD1113  NGVD 29 (??/??/??)  115.924  (m)          380.33   (f) ADJUSTED    1 1
 GD1113
 GD1113.Superseded values are not recommended for survey control.
 GD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1113.See file dsdata.txt to determine how the superseded data were derived.
 GD1113
 GD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8443892058(NAD 83)
 GD1113_MARKER: DS = TRIANGULATION STATION DISK
 GD1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1113_STAMPING: DYERSBURG 1959
 GD1113_MARK LOGO: CGS   
 GD1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1113+STABILITY: SURFACE MOTION
 GD1113
 GD1113  HISTORY     - Date     Condition        Report By
 GD1113  HISTORY     - 1959     MONUMENTED       CGS
 GD1113  HISTORY     - 1967     GOOD             CGS
 GD1113  HISTORY     - 1974     GOOD             NGS
 GD1113  HISTORY     - 1974     GOOD             NGS
 GD1113  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 GD1113
 GD1113                          STATION DESCRIPTION
 GD1113
 GD1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1113'THE STATION IS IN THE NORTHWEST PART OF DYERSBURG, AT THE NORTHWEST
 GD1113'CORNER OF THE CITY PARK AND GOLF COURSE AND IN A GRASSY AREA BETWEEN
 GD1113'STATE HIGHWAY 78 AND A DRIVEWAY TO THE PARKING AREA FOR THE GOLF
 GD1113'COURSE.  IT IS 123 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY
 GD1113'78 AND THE NORTH DRIVEWAY TO THE PARKING AREA, 95 FEET WEST OF THE
 GD1113'SOUTHWEST CORNER OF THE FENCE AROUND THE TENNIS COURT, 79 FEET
 GD1113'NORTHEAST OF A POWER POLE BY A TELEPHONE BOOTH, 72 FEET EAST
 GD1113'OF THE CENTERLINE OF STATE HIGHWAY 78 AND 31 FEET WEST OF THE
 GD1113'PAVED DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1113'DYERSBURG 1959.
 GD1113'
 GD1113'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 78
 GD1113'FOR 0.2 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO EAST ON
 GD1113'PARKVIEW STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1113'
 GD1113'REFERENCE MARK 1 IS 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1113'WADING POOL, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE
 GD1113'AROUND THE TENNIS COURT AND 25 FEET WEST OF THE PAVED DRIVEWAY.
 GD1113'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DYERSBURG NO 1 1959.
 GD1113'
 GD1113'REFERENCE MARK 2 IS 57 FEET WEST OF THE PAVED DRIVEWAY, 32 FEET EAST
 GD1113'OF THE CENTERLINE OF STATE HIGHWAY 78 AND 19 FEET SOUTH OF THE
 GD1113'POWER POLE BY THE TELEPHONE BOOTH.  THE MONUMENT IS FLUSH AND THE
 GD1113'DISK IS STAMPED DYERSBURG NO 2 1959.
 GD1113'
 GD1113'THE AZIMUTH MARK IS 44 FEET WEST OF A 12 INCH ELM TREE, 42 FEET WEST
 GD1113'OF A WATER METER AND 28 FEET NORTH OF THE INTERSECTION OF PARKVIEW
 GD1113'STREET AND THE EAST DRIVEWAY TO A LARGE WHITE FRAME HOUSE.  THE
 GD1113'MONUMENT IS FLUSH AND THE DISK IS STAMPED DYERSBURG 1959.
 GD1113'
 GD1113'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1113
 GD1113                          STATION RECOVERY (1967)
 GD1113
 GD1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1113'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED WITH
 GD1113'THE FOLLOWING NOTED DELETION TO BE MADE.  THE TELEPHONE BOOTH
 GD1113'MENTIONED IN THE DETAILED DESCRIPTION FOR REFERENCE MARK NO. 2
 GD1113'NO LONGER EXIST.  CONDITION OF ALL MARKS GOOD.
 GD1113'
 GD1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG CITY
 GD1113'PARK.
 GD1113
 GD1113                          STATION RECOVERY (1974)
 GD1113
 GD1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1113'THE STATION, R. M. 1 AND RM. 2 WERE RECOVERED IN GOOD CONDITION AND
 GD1113'LEVELED OVER DURING THE 1974 RELEVELING.
 GD1113'
 GD1113'TO REACH GO 0.6 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE
 GD1113'INTERSECTION OF U. S. HIGHWAY 51 BYPASS.
 GD1113'
 GD1113'THE STATION IS A C AND GS BENCH MARK DISK, STAMPED DYERSBURG
 GD1113'1959.  AT THE CITY PARK NEAR OKEENA SWIMMING POOL, IN A Y JUNCTION
 GD1113'FORMED BY THE HIGHWAY AND A PAVED ROAD LEADING TO THE PARK, 72.5
 GD1113'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 79.4 FEET NORTHEAST OF
 GD1113'A POWER POLE BEARING A TRANSFORMER, IN A CONCRETE POST.
 GD1113'
 GD1113'R. M. 1, IS A C AND GS REFERENCE MARK DISK, STAMPED DYERSBURG NO
 GD1113'1 1959. 89.5 FEET SOUTHEAST OF THE STATION, IN A CONCRETE POST.
 GD1113'
 GD1113'R. M. 2 IS A C AND GS BENCH MARK DISK, STAMPED DYERSBURG NO 2
 GD1113'1959.  93.9 FEET SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 GD1113'
 GD1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 GD1113'SOUTH OF DYESBURG.
 GD1113
 GD1113                          STATION RECOVERY (1974)
 GD1113
 GD1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1113'0.60 MI S FROM DYERSBURG.
 GD1113'ABOUT 0.60 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1113'WITH U.S. HIGHWAY 51 BY-PASS, AT THE CITY PARK NEAR THE OKEENA
 GD1113'SWIMMING POOL, SET IN THE Y OF STATE HIGHWAY 78 AND A PAVED ROAD (DEAD
 GD1113'END) LEADING TO PARK, ALSO USED AS A PARKING AREA FOR SWIMMING POOL,
 GD1113'95 FEET WEST OF THE SOUTHWEST CORNER OF FENCE AROUND TENNIS COURT,
 GD1113'72.5 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 78, 89.5 FEET
 GD1113'NORTHWEST OF RM 1, 79.4 FEET NORTHEAST OF A POWER POLE WITH
 GD1113'TRANSFORMER, 30.4 FEET WEST OF A PAVED ROAD, ABOUT LEVEL WITH THE
 GD1113'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 GD1113
 GD1113                          STATION RECOVERY (1988)
 GD1113
 GD1113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (GMK)
 GD1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0817 ***********************************************************************
 GD0817  DESIGNATION -  DYERSBURG 1
 GD0817  PID         -  GD0817
 GD0817  STATE/COUNTY-  TN/DYER
 GD0817  USGS QUAD   -  DYERSBURG (1983)
 GD0817
 GD0817                         *CURRENT SURVEY CONTROL
 GD0817  ___________________________________________________________________
 GD0817* NAD 83(1986)-  36 01 48.     (N)    089 23 11.     (W)     SCALED    
 GD0817* NAVD 88     -        83.853  (meters)     275.11   (feet)  ADJUSTED  
 GD0817  ___________________________________________________________________
 GD0817  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0817  DYNAMIC HT  -          83.783 (meters)     274.88  (feet)  COMP
 GD0817  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GD0817
 GD0817  VERT ORDER  -  FIRST     CLASS I
 GD0817
 GD0817.The horizontal coordinates were scaled from a topographic map and have
 GD0817.an estimated accuracy of +/- 6 seconds.
 GD0817
 GD0817.The orthometric height was determined by differential leveling
 GD0817.and adjusted by the National Geodetic Survey in June 1991..
 GD0817
 GD0817.The geoid height was determined by GEOID03.
 GD0817
 GD0817.The dynamic height is computed by dividing the NAVD 88
 GD0817.geopotential number by the normal gravity value computed on the
 GD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0817.degrees latitude (g = 980.6199 gals.).
 GD0817
 GD0817.The modeled gravity was interpolated from observed gravity values.
 GD0817
 GD0817;                    North         East    Units  Estimated Accuracy
 GD0817;SPC TN       -   193,520.      294,860.      MT  (+/- 180 meters Scaled)
 GD0817
 GD0817                          SUPERSEDED SURVEY CONTROL
 GD0817
 GD0817  NGVD 29 (??/??/??)   83.783  (m)          274.88   (f) ADJUSTED    1 1
 GD0817
 GD0817.Superseded values are not recommended for survey control.
 GD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0817.See file dsdata.txt to determine how the superseded data were derived.
 GD0817
 GD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE849899(NAD 83)
 GD0817_MARKER: DB = BENCH MARK DISK
 GD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0817_STAMPING: DYERSBURG NO 1 1934
 GD0817_MARK LOGO: CGS   
 GD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0817+STABILITY: SURFACE MOTION
 GD0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0817+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0817
 GD0817  HISTORY     - Date     Condition        Report By
 GD0817  HISTORY     - 1934     MONUMENTED       CGS
 GD0817  HISTORY     - 1957     GOOD             CGS
 GD0817  HISTORY     - 1974     GOOD             NGS
 GD0817  HISTORY     - 20020730 GOOD             USACE
 GD0817
 GD0817                          STATION DESCRIPTION
 GD0817
 GD0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0817'AT DYERSBURG.
 GD0817'AT DYERSBURG, ABOUT 2 BLOCKS SOUTH ALONG U.S. HIGHWAY 51 FROM
 GD0817'THE SOUTHEAST CORNER OF COURT HOUSE SQUARE, AT THE CITY POWER
 GD0817'AND LIGHT COMPANY BUILDING, 112 FEET WEST OF CENTER LINE OF
 GD0817'HIGHWAY 51, 16 1/2 FEET SOUTH OF SOUTH RAIL OF A SPUR RAILROAD
 GD0817'TRACK, 17 FEET WEST OF NORTHEAST CORNER OF POWER AND LIGHT
 GD0817'COMPANY BUILDING, ABOUT 30 YARDS SOUTHWEST AND ACROSS SPUR TRACK
 GD0817'FROM THE SOUTHEAST CORNER OF A NEW WATER WORKS OFFICE BUILDING,
 GD0817'1.3 FEET NORTH OF NORTH WALL OF POWER AND LIGHT BUILDING AND
 GD0817'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0817
 GD0817                          STATION RECOVERY (1974)
 GD0817
 GD0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0817'AT DYERSBURG, ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 GD0817'COURTHOUSE, AT THE CITY POWER AND LIGHT COMPANY BUILDING, 110 FEET
 GD0817'WEST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET SOUTH OF THE SOUTH
 GD0817'RAIL OF A SPUR RAILROAD TRACK, 8.9 FEET EAST OF THE NORTHEAST CORNER
 GD0817'OF THE POWER AND LIGHT COMPANY BUILDING, 0.5 FEET ABOVE HIGHWAY AND IN
 GD0817'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  NOTE-- MARK HAS BEEN
 GD0817'CHIPPED, BUT GOOD.
 GD0817
 GD0817                          STATION RECOVERY (2002)
 GD0817
 GD0817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0817'CITY POWER AND LIGHT CO. BUILDING NOW GONE. REFERENCE DISTANCES FROM
 GD0817'CENTERLINE HWY 51 AND RR TRACK OK. MARK IS 1.3 FT N OF A CHAINLINK
 GD0817'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0816 ***********************************************************************
 GD0816  DESIGNATION -  DYERSBURG 2
 GD0816  PID         -  GD0816
 GD0816  STATE/COUNTY-  TN/DYER
 GD0816  USGS QUAD   -  DYERSBURG (1983)
 GD0816
 GD0816                         *CURRENT SURVEY CONTROL
 GD0816  ___________________________________________________________________
 GD0816* NAD 83(1986)-  36 01 55.     (N)    089 23 09.     (W)     SCALED    
 GD0816* NAVD 88     -        91.567  (meters)     300.42   (feet)  ADJUSTED  
 GD0816  ___________________________________________________________________
 GD0816  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0816  DYNAMIC HT  -          91.489 (meters)     300.16  (feet)  COMP
 GD0816  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0816
 GD0816  VERT ORDER  -  FIRST     CLASS I
 GD0816
 GD0816.The horizontal coordinates were scaled from a topographic map and have
 GD0816.an estimated accuracy of +/- 6 seconds.
 GD0816
 GD0816.The orthometric height was determined by differential leveling
 GD0816.and adjusted by the National Geodetic Survey in June 1991..
 GD0816.WARNING-Repeat measurements at this control monument indicate possible
 GD0816.vertical movement.
 GD0816
 GD0816.The geoid height was determined by GEOID03.
 GD0816
 GD0816.The dynamic height is computed by dividing the NAVD 88
 GD0816.geopotential number by the normal gravity value computed on the
 GD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0816.degrees latitude (g = 980.6199 gals.).
 GD0816
 GD0816.The modeled gravity was interpolated from observed gravity values.
 GD0816
 GD0816;                    North         East    Units  Estimated Accuracy
 GD0816;SPC TN       -   193,740.      294,920.      MT  (+/- 180 meters Scaled)
 GD0816
 GD0816                          SUPERSEDED SURVEY CONTROL
 GD0816
 GD0816  NGVD 29 (??/??/??)   91.496  (m)          300.18   (f) ADJUSTED    1 1
 GD0816
 GD0816.Superseded values are not recommended for survey control.
 GD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0816.See file dsdata.txt to determine how the superseded data were derived.
 GD0816
 GD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE850901(NAD 83)
 GD0816_MARKER: DB = BENCH MARK DISK
 GD0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0816_STAMPING: DYERSBURG NO 2 1934
 GD0816_MARK LOGO: CGS   
 GD0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0816+STABILITY: SURFACE MOTION
 GD0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0816+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0816
 GD0816  HISTORY     - Date     Condition        Report By
 GD0816  HISTORY     - 1934     MONUMENTED       CGS
 GD0816  HISTORY     - 1957     GOOD             CGS
 GD0816  HISTORY     - 1974     GOOD             NGS
 GD0816  HISTORY     - 20020730 GOOD             USACE
 GD0816  HISTORY     - 20060403 POOR             USACE
 GD0816
 GD0816                          STATION DESCRIPTION
 GD0816
 GD0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0816'AT DYERSBURG.
 GD0816'AT DYERSBURG, IN THE SOUTHEAST CORNER OF COURT HOUSE LAWN,
 GD0816'6.5 FEET NORTH OF NORTH EDGE OF SIDE WALK ALONG WEST MARKET
 GD0816'STREET, 6.6 FEET WEST OF WEST EDGE OF SIDE WALK ALONG SOUTH
 GD0816'MAIN AVENUE, 98 FEET SOUTHEAST OF SOUTHEAST CORNER OF COURT
 GD0816'HOUSE BUILDING, AND IS A DISK SET IN THE TOP OF A CONCRETE POST
 GD0816'(ABOUT 12-INCH SQUARE AT TOP) PROJECTING 2 FEET.
 GD0816
 GD0816                          STATION RECOVERY (1974)
 GD0816
 GD0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0816'AT DYERSBURG, SET IN THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN, 98.6
 GD0816'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE BUILDING, 6.6
 GD0816'FEET WEST OF THE WEST EDGE OF SIDEWALK ALONG SOUTH MAIN STREET, 6.5
 GD0816'FEET NORTH OF THE NORTH EDGE OF SIDEWALK ALONG WEST MARKET STREET, 2.5
 GD0816'FEET ABOVE STREETS AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 GD0816'FEET.
 GD0816
 GD0816                          STATION RECOVERY (2002)
 GD0816
 GD0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0816'RECOVERED IN GOOD CONDITION.
 GD0816
 GD0816                          STATION RECOVERY (2006)
 GD0816
 GD0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (JMH)
 GD0816'TO BE DESTROYED DUE TO PLANNED CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0814 ***********************************************************************
 GD0814  DESIGNATION -  DYERSBURG 3
 GD0814  PID         -  GD0814
 GD0814  STATE/COUNTY-  TN/DYER
 GD0814  USGS QUAD   -  DYERSBURG (1983)
 GD0814
 GD0814                         *CURRENT SURVEY CONTROL
 GD0814  ___________________________________________________________________
 GD0814* NAD 83(1986)-  36 02 53.     (N)    089 23 32.     (W)     SCALED    
 GD0814* NAVD 88     -       114.730  (meters)     376.41   (feet)  ADJUSTED  
 GD0814  ___________________________________________________________________
 GD0814  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0814  DYNAMIC HT  -         114.633 (meters)     376.09  (feet)  COMP
 GD0814  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD0814
 GD0814  VERT ORDER  -  FIRST     CLASS I
 GD0814
 GD0814.The horizontal coordinates were scaled from a topographic map and have
 GD0814.an estimated accuracy of +/- 6 seconds.
 GD0814
 GD0814.The orthometric height was determined by differential leveling
 GD0814.and adjusted by the National Geodetic Survey in June 1991..
 GD0814
 GD0814.The geoid height was determined by GEOID03.
 GD0814
 GD0814.The dynamic height is computed by dividing the NAVD 88
 GD0814.geopotential number by the normal gravity value computed on the
 GD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0814.degrees latitude (g = 980.6199 gals.).
 GD0814
 GD0814.The modeled gravity was interpolated from observed gravity values.
 GD0814
 GD0814;                    North         East    Units  Estimated Accuracy
 GD0814;SPC TN       -   195,540.      294,410.      MT  (+/- 180 meters Scaled)
 GD0814
 GD0814                          SUPERSEDED SURVEY CONTROL
 GD0814
 GD0814  NGVD 29 (??/??/??)  114.660  (m)          376.18   (f) ADJUSTED    1 1
 GD0814
 GD0814.Superseded values are not recommended for survey control.
 GD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0814.See file dsdata.txt to determine how the superseded data were derived.
 GD0814
 GD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845919(NAD 83)
 GD0814_MARKER: DB = BENCH MARK DISK
 GD0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0814_SP_SET: CURB
 GD0814_STAMPING: DYERSBURG NO 3 1934
 GD0814_MARK LOGO: CGS   
 GD0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0814
 GD0814  HISTORY     - Date     Condition        Report By
 GD0814  HISTORY     - 1934     MONUMENTED       CGS
 GD0814  HISTORY     - 1974     GOOD             NGS
 GD0814  HISTORY     - 20020730 POOR             USACE
 GD0814
 GD0814                          STATION DESCRIPTION
 GD0814
 GD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0814'0.65 MI S FROM DYERSBURG.
 GD0814'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE INTERSECTION OF
 GD0814'U.S. HIGHWAY 51 BY-PASS AND STATE HIGHWAY 78.  ALSO 1.40 MILES NORTH
 GD0814'OF THE COURTHOUSE AT DYERSBURG, SET IN THE SOUTHWEST CONCRETE CURB OF
 GD0814'THE OKEENA SWIMMING POOL AT THE CITY PARK, 193 FEET EAST OF THE CENTER
 GD0814'LINE OF STATE HIGHWAY 78, 51.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GD0814'OF THE BATH HOUSE AT POOL AND 4 FEET BELOW LEVEL OF THE HIGHWAY.
 GD0814
 GD0814                          STATION RECOVERY (2002)
 GD0814
 GD0814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0814'MARK DESTROYED BECAUSE CURB HAS BEEN REBUILT IN AREA OF SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1647 ***********************************************************************
 GD1647  DESIGNATION -  DYERSBURG ASSOC WHSE CO TANK
 GD1647  PID         -  GD1647
 GD1647  STATE/COUNTY-  TN/DYER
 GD1647  USGS QUAD   -  DYERSBURG (1983)
 GD1647
 GD1647                         *CURRENT SURVEY CONTROL
 GD1647  ___________________________________________________________________
 GD1647* NAD 83(1995)-  36 01 55.65213(N)    089 23 44.22135(W)     ADJUSTED  
 GD1647* NAVD 88     -                                                        
 GD1647  ___________________________________________________________________
 GD1647  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1647  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1647
 GD1647  HORZ ORDER  -  THIRD
 GD1647
 GD1647.The horizontal coordinates were established by classical geodetic methods
 GD1647.and adjusted by the National Geodetic Survey in April 1999..
 GD1647
 GD1647
 GD1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1647
 GD1647.The geoid height was determined by GEOID03.
 GD1647
 GD1647;                    North         East     Units Scale Factor Converg.
 GD1647;SPC TN       -   193,788.254   294,038.231   MT  0.99995435   -1 59 16.5
 GD1647;SPC TN       -   635,786.96    964,690.43   sFT  0.99995435   -1 59 16.5
 GD1647;UTM  16      - 3,990,166.903   284,156.799   MT  1.00017408   -1 24 35.1
 GD1647
 GD1647                          SUPERSEDED SURVEY CONTROL
 GD1647
 GD1647  NAD 83(1995)-  36 01 55.65588(N)    089 23 44.22211(W) AD(       ) 4
 GD1647  NAD 83(1995)-  36 01 55.65568(N)    089 23 44.22185(W) AD(       ) 4
 GD1647  NAD 83(1986)-  36 01 55.66350(N)    089 23 44.22127(W) AD(       ) 4
 GD1647  NAD 27      -  36 01 55.40300(N)    089 23 43.95900(W) AD(       ) 3
 GD1647
 GD1647.Superseded values are not recommended for survey control.
 GD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1647.See file dsdata.txt to determine how the superseded data were derived.
 GD1647
 GD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8415790167(NAD 83)
 GD1647_MARKER: 53 = ELEVATED TANK
 GD1647
 GD1647  HISTORY     - Date     Condition        Report By
 GD1647  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1647  HISTORY     - 1967     GOOD             CGS
 GD1647
 GD1647                          STATION DESCRIPTION
 GD1647
 GD1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1647'THE STATION IS THE FINIAL ATOP THE TANK.  IT IS A FOUR LEGGED, SILVER
 GD1647'COLORED TANK AND IS 125 FEET HIGH.  IT IS LOCATED IN THE SOUTHWEST
 GD1647'QUADRANT OF SOUTH CONNELL AVENUE AND JACKSON STREET.
 GD1647
 GD1647                          STATION RECOVERY (1967)
 GD1647
 GD1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1647'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1647'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1647'DESCRIPTION.
 GD1647'
 GD1647'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF DYERSBURG JUST
 GD1647'EAST OF THE T INTERSECTION OF JACKSON STREET AND FUMBANKS AVENUE.
 GD1647'IT IS 57 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE
 GD1647'BUILDING NO. 1, 57 FEET EAST OF THE EXTENDED TANGENT OF FUMBANKS
 GD1647'AVENUE AND 37 FEET SOUTH OF THE APPROXIMATE CENTER OF JACKSON
 GD1647'STREET.
 GD1647'
 GD1647'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GD1647'WHICH HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF,
 GD1647'THE ENTIRE STRUCTURE IS PAINTED METALIC GREEN AND HAS AN OVER-ALL
 GD1647'HEIGHT OF 125 FEET.
 GD1647'
 GD1647'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1647'
 GD1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1648 ***********************************************************************
 GD1648  DESIGNATION -  DYERSBURG COLONIAL RUBBER TANK
 GD1648  PID         -  GD1648
 GD1648  STATE/COUNTY-  TN/DYER
 GD1648  USGS QUAD   -  DYERSBURG (1983)
 GD1648
 GD1648                         *CURRENT SURVEY CONTROL
 GD1648  ___________________________________________________________________
 GD1648* NAD 83(1995)-  36 01 47.13202(N)    089 23 37.34502(W)     ADJUSTED  
 GD1648* NAVD 88     -                                                        
 GD1648  ___________________________________________________________________
 GD1648  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1648  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1648
 GD1648  HORZ ORDER  -  THIRD
 GD1648
 GD1648.The horizontal coordinates were established by classical geodetic methods
 GD1648.and adjusted by the National Geodetic Survey in April 1999..
 GD1648
 GD1648
 GD1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1648
 GD1648.The geoid height was determined by GEOID03.
 GD1648
 GD1648;                    North         East     Units Scale Factor Converg.
 GD1648;SPC TN       -   193,519.846   294,201.166   MT  0.99995421   -1 59 12.5
 GD1648;SPC TN       -   634,906.36    965,224.99   sFT  0.99995421   -1 59 12.5
 GD1648;UTM  16      - 3,989,900.094   284,322.472   MT  1.00017320   -1 24 30.7
 GD1648
 GD1648                          SUPERSEDED SURVEY CONTROL
 GD1648
 GD1648  NAD 83(1995)-  36 01 47.13568(N)    089 23 37.34579(W) AD(       ) 4
 GD1648  NAD 83(1995)-  36 01 47.13546(N)    089 23 37.34554(W) AD(       ) 4
 GD1648  NAD 83(1986)-  36 01 47.14336(N)    089 23 37.34495(W) AD(       ) 4
 GD1648  NAD 27      -  36 01 46.88600(N)    089 23 37.08300(W) AD(       ) 3
 GD1648
 GD1648.Superseded values are not recommended for survey control.
 GD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1648.See file dsdata.txt to determine how the superseded data were derived.
 GD1648
 GD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8432289900(NAD 83)
 GD1648_MARKER: 53 = ELEVATED TANK
 GD1648
 GD1648  HISTORY     - Date     Condition        Report By
 GD1648  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1648  HISTORY     - 1967     GOOD             CGS
 GD1648
 GD1648                          STATION DESCRIPTION
 GD1648
 GD1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1648'THE STATION IS THE FINIAL ATOP THE TANK.  IT IS A FOUR LEGGED SILVER
 GD1648'COLORED TANK WITH THE LEGEND COLONIAL ON THE NORTH AND SOUTH SIDES
 GD1648'OF THE TANK.  IT IS LOCATED ON SOUTH CONNELL AVENUE AND IS JUST
 GD1648'SOUTH OF THE ILLINOIS CENTRAL RAILROAD TRACKS.
 GD1648
 GD1648                          STATION RECOVERY (1967)
 GD1648
 GD1648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1648'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1648'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1648'DESCRIPTION.
 GD1648'
 GD1648'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF DYERSBURG JUST
 GD1648'SOUTH OF THE ILLINOIS CENTRAL RAILROAD TRACKS AND ALONG THE WEST
 GD1648'SIDE OF SOUTH CONNELL AVENUE, AT THE SOUTHEAST CORNER OF THE
 GD1648'PLANT COMPLEX.
 GD1648'
 GD1648'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 GD1648'A BALL FINIAL AT THE TOP AND CENTER OF THE ROOF AND AN OVER-ALL
 GD1648'HEIGHT OF 115 FEET.  THE LEGS OF THE STRUCTURE ARE PAINTED YELLOW,
 GD1648'THE TANK PROPER IS PAINTED BLUE AND THE LEGEND COLONIAL IS PAINTED IN
 GD1648'RED ON THE NORTH AND SOUTH SIDES.
 GD1648'
 GD1648'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE TOP AND CENTER OF
 GD1648'THE ROOF.
 GD1648'
 GD1648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1640 ***********************************************************************
 GD1640  DESIGNATION -  DYERSBURG COTTON PRODUCTS TANK
 GD1640  PID         -  GD1640
 GD1640  STATE/COUNTY-  TN/DYER
 GD1640  USGS QUAD   -  NEWBERN (1983)
 GD1640
 GD1640                         *CURRENT SURVEY CONTROL
 GD1640  ___________________________________________________________________
 GD1640* NAD 83(1995)-  36 02 12.69123(N)    089 22 05.56286(W)     ADJUSTED  
 GD1640* NAVD 88     -                                                        
 GD1640  ___________________________________________________________________
 GD1640  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1640  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1640
 GD1640  HORZ ORDER  -  THIRD
 GD1640
 GD1640.The horizontal coordinates were established by classical geodetic methods
 GD1640.and adjusted by the National Geodetic Survey in April 1999..
 GD1640
 GD1640
 GD1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1640
 GD1640.The geoid height was determined by GEOID03.
 GD1640
 GD1640;                    North         East     Units Scale Factor Converg.
 GD1640;SPC TN       -   194,227.770   296,524.659   MT  0.99995464   -1 58 18.8
 GD1640;SPC TN       -   637,228.94    972,847.99   sFT  0.99995464   -1 58 18.8
 GD1640;UTM  16      - 3,990,631.585   286,639.195   MT  1.00016095   -1 23 37.5
 GD1640
 GD1640                          SUPERSEDED SURVEY CONTROL
 GD1640
 GD1640  NAD 83(1995)-  36 02 12.69475(N)    089 22 05.56385(W) AD(       ) 4
 GD1640  NAD 83(1995)-  36 02 12.69468(N)    089 22 05.56367(W) AD(       ) 4
 GD1640  NAD 83(1986)-  36 02 12.70255(N)    089 22 05.56280(W) AD(       ) 4
 GD1640  NAD 27      -  36 02 12.44600(N)    089 22 05.30600(W) AD(       ) 3
 GD1640
 GD1640.Superseded values are not recommended for survey control.
 GD1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1640.See file dsdata.txt to determine how the superseded data were derived.
 GD1640
 GD1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8663990632(NAD 83)
 GD1640_MARKER: 53 = ELEVATED TANK
 GD1640
 GD1640  HISTORY     - Date     Condition        Report By
 GD1640  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1640  HISTORY     - 1967     GOOD             CGS
 GD1640
 GD1640                          STATION DESCRIPTION
 GD1640
 GD1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1640'THE STATION IS THE FINIAL ATOP THE TANK.  IT IS A FOUR LEGGED, SILVER
 GD1640'COLORED TANK AND IS 110 FEET HIGH.  IT HAS THE LEGEND DYERSBURG KNIT
 GD1640'FABRICS ON THE SOUTH SIDE OF THE TANK.  IT IS LOCATED AT THE SOUTH
 GD1640'END OF THE PLANT WHICH IS AT THE SOUTH END OF HARRELL AVENUE.
 GD1640
 GD1640                          STATION RECOVERY (1967)
 GD1640
 GD1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1640'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1640'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1640'DESCRIPTION.
 GD1640'
 GD1640'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF DYERSBURG AT
 GD1640'THE NORTHEAST ANGLE OF PHILLIPS STREET AND HARRELL AVENUE, JUST
 GD1640'SOUTH OF THE PLANT COMPLEX FENCE.  IT IS 92 FEET EAST OF THE
 GD1640'ENTRANCE GATE, 30.5 FEET WEST OF THE WEST RAIL OF A RAILROAD SPUR,
 GD1640'25 FEET SOUTH OF THE PLANT TRANSFORMER STATION FENCE, AND 23 FEET
 GD1640'EAST OF THE EAST EDGE OF THE PARKING LOT.
 GD1640'
 GD1640'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 GD1640'PROPER, HAS A BALL FINIAL AT THE TOP AND CENTER OF THE ROOF, THE
 GD1640'ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LEGEND DYERSBURG KNIT
 GD1640'FABRICS IN BLACK ON THE SOUTH SIDE, AND HAS AN
 GD1640'OVER-ALL HEIGHT OF 110 FEET.
 GD1640'
 GD1640'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE TOP AND CENTER OF
 GD1640'THE ROOF.
 GD1640'
 GD1640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1649 ***********************************************************************
 GD1649  DESIGNATION -  DYERSBURG COUNTY CTHSE DOME
 GD1649  PID         -  GD1649
 GD1649  STATE/COUNTY-  TN/DYER
 GD1649  USGS QUAD   -  DYERSBURG (1983)
 GD1649
 GD1649                         *CURRENT SURVEY CONTROL
 GD1649  ___________________________________________________________________
 GD1649* NAD 83(1995)-  36 01 56.56800(N)    089 23 10.79107(W)     ADJUSTED  
 GD1649* NAVD 88     -                                                        
 GD1649  ___________________________________________________________________
 GD1649  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GD1649  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1649
 GD1649  HORZ ORDER  -  THIRD
 GD1649
 GD1649.The horizontal coordinates were established by classical geodetic methods
 GD1649.and adjusted by the National Geodetic Survey in April 1999..
 GD1649
 GD1649
 GD1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1649
 GD1649.The geoid height was determined by GEOID03.
 GD1649
 GD1649;                    North         East     Units Scale Factor Converg.
 GD1649;SPC TN       -   193,787.473   294,875.604   MT  0.99995437   -1 58 57.0
 GD1649;SPC TN       -   635,784.40    967,437.71   sFT  0.99995437   -1 58 57.0
 GD1649;UTM  16      - 3,990,174.574   284,994.320   MT  1.00016964   -1 24 15.4
 GD1649
 GD1649                          SUPERSEDED SURVEY CONTROL
 GD1649
 GD1649  NAD 83(1995)-  36 01 56.57169(N)    089 23 10.79194(W) AD(       ) 4
 GD1649  NAD 83(1995)-  36 01 56.57149(N)    089 23 10.79167(W) AD(       ) 4
 GD1649  NAD 83(1986)-  36 01 56.57935(N)    089 23 10.79099(W) AD(       ) 4
 GD1649  NAD 27      -  36 01 56.32300(N)    089 23 10.53100(W) AD(       ) 3
 GD1649
 GD1649.Superseded values are not recommended for survey control.
 GD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1649.See file dsdata.txt to determine how the superseded data were derived.
 GD1649
 GD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8499490175(NAD 83)
 GD1649_MARKER: 87 = DOME
 GD1649
 GD1649  HISTORY     - Date     Condition        Report By
 GD1649  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1649  HISTORY     - 1967     GOOD             CGS
 GD1649
 GD1649                          STATION DESCRIPTION
 GD1649
 GD1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1649'THE STATION IS THE CENTER OF THE DOME.  IT IS A ROUND DOME WITH A
 GD1649'LIGHTNING ROD PROTRUDEING FROM THE CENTER OF THE TOP.  AT THE
 GD1649'PRESENT TIME THE ROD IS BENT AND THE STATION IS THE BASE OF THE ROD.
 GD1649'THE COURTHOUSE IS LOCATED IN THE TOWN SQUARE.
 GD1649
 GD1649                          STATION RECOVERY (1967)
 GD1649
 GD1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1649'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1649'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1649'DESCRIPTION.
 GD1649'
 GD1649'THE STATION IS LOCATED IN THE CENTER OF THE DYER COUNTY COURTHOUSE
 GD1649'SQUARE IN DYERSBURG AND IS BOUNDED BY COURT STREET ON THE NORTH,
 GD1649'MARKET STREET ON THE SOUTH, MAIN AVENUE ON THE EAST AND MILL
 GD1649'AVENUE ON THE WEST.
 GD1649'
 GD1649'IT IS THE TOP OF THE DOME ATOP THE CLOCK TOWER OF THE COURTHOUSE
 GD1649'AND IS ABOUT 72 FEET HIGH.  THE TOP AND CENTER OF THE DOME HAS
 GD1649'AN ORNATE FINIAL WHICH SUPPORTS A LIGHTNING ROD WHICH LEANS TO
 GD1649'THE SOUTH.
 GD1649'
 GD1649'THE POINT OBSERVED UPON WAS THE TOP OF THE ORNATE FINIAL AT THE
 GD1649'BASE OF THE LIGHTNING ROD.
 GD1649'
 GD1649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1641 ***********************************************************************
 GD1641  DESIGNATION -  DYERSBURG FED COMP WHSE TANK
 GD1641  PID         -  GD1641
 GD1641  STATE/COUNTY-  TN/DYER
 GD1641  USGS QUAD   -  NEWBERN (1983)
 GD1641
 GD1641                         *CURRENT SURVEY CONTROL
 GD1641  ___________________________________________________________________
 GD1641* NAD 83(1995)-  36 01 48.60494(N)    089 22 26.22657(W)     ADJUSTED  
 GD1641* NAVD 88     -                                                        
 GD1641  ___________________________________________________________________
 GD1641  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GD1641  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1641
 GD1641  HORZ ORDER  -  THIRD
 GD1641
 GD1641.The horizontal coordinates were established by classical geodetic methods
 GD1641.and adjusted by the National Geodetic Survey in April 1999..
 GD1641
 GD1641
 GD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1641
 GD1641.The geoid height was determined by GEOID03.
 GD1641
 GD1641;                    North         East     Units Scale Factor Converg.
 GD1641;SPC TN       -   193,503.668   295,982.111   MT  0.99995424   -1 58 30.9
 GD1641;SPC TN       -   634,853.28    971,067.98   sFT  0.99995424   -1 58 30.9
 GD1641;UTM  16      - 3,989,901.893   286,103.871   MT  1.00016377   -1 23 48.9
 GD1641
 GD1641                          SUPERSEDED SURVEY CONTROL
 GD1641
 GD1641  NAD 83(1995)-  36 01 48.60862(N)    089 22 26.22747(W) AD(       ) 4
 GD1641  NAD 83(1995)-  36 01 48.60849(N)    089 22 26.22739(W) AD(       ) 4
 GD1641  NAD 83(1986)-  36 01 48.61625(N)    089 22 26.22650(W) AD(       ) 4
 GD1641  NAD 27      -  36 01 48.36000(N)    089 22 25.96900(W) AD(       ) 3
 GD1641
 GD1641.Superseded values are not recommended for survey control.
 GD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1641.See file dsdata.txt to determine how the superseded data were derived.
 GD1641
 GD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8610489902(NAD 83)
 GD1641_MARKER: 53 = ELEVATED TANK
 GD1641
 GD1641  HISTORY     - Date     Condition        Report By
 GD1641  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1641  HISTORY     - 1967     GOOD             CGS
 GD1641
 GD1641                          STATION DESCRIPTION
 GD1641
 GD1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1641'THE STATION IS THE FINIAL ATOP THE WATER TANK.  IT IS A FOUR LEGGED,
 GD1641'SILVER COLORED TANK AND IS ABOUT 128 FEET HIGH.  IT IS LOCATED AT
 GD1641'THE REAR OF THE PLANT WHICH IS AT 1009 EAST COURT STREET.
 GD1641
 GD1641                          STATION RECOVERY (1967)
 GD1641
 GD1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1641'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1641'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1641'DESCRIPTION.
 GD1641'
 GD1641'THE STATION IS LOCATED AT THE SITE OF THE FEDERAL COMPRESS AND
 GD1641'WAREHOUSE COMPLEX AT 1009 EAST COURT STREET IN DYERSBURG, 149 FEET
 GD1641'NORTH OF THE NORTH END OF A MASSIVE CONCRETE LOADING DOCK BETWEEN
 GD1641'THE WAREHOUSES, 51.5 FEET WEST OF THE CENTER OF THE DOOR LEADING
 GD1641'INTO WAREHOUSE NO. 8 AND 48 FEET EAST OF THE WEST WALL OF
 GD1641'BUILDING NO. 2.
 GD1641'
 GD1641'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GD1641'WHICH HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF,
 GD1641'THE ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LEGEND FEDERAL
 GD1641'COMPRESS PAINTED IN BLACK ON THE WEST SIDE OF THE TANK, AND HAS
 GD1641'AN OVER-ALL HEIGHT OF 128 FEET.
 GD1641'
 GD1641'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE APEX OF THE
 GD1641'ROOF.
 GD1641'
 GD1641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1651 ***********************************************************************
 GD1651  DESIGNATION -  DYERSBURG MUNICIPAL STANDPIPE
 GD1651  PID         -  GD1651
 GD1651  STATE/COUNTY-  TN/DYER
 GD1651  USGS QUAD   -  DYERSBURG (1983)
 GD1651
 GD1651                         *CURRENT SURVEY CONTROL
 GD1651  ___________________________________________________________________
 GD1651* NAD 83(1995)-  36 02 23.07179(N)    089 22 59.45777(W)     ADJUSTED  
 GD1651* NAVD 88     -                                                        
 GD1651  ___________________________________________________________________
 GD1651  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GD1651  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1651
 GD1651  HORZ ORDER  -  THIRD
 GD1651
 GD1651.The horizontal coordinates were established by classical geodetic methods
 GD1651.and adjusted by the National Geodetic Survey in April 1999..
 GD1651
 GD1651
 GD1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1651
 GD1651.The geoid height was determined by GEOID03.
 GD1651
 GD1651;                    North         East     Units Scale Factor Converg.
 GD1651;SPC TN       -   194,594.041   295,187.386   MT  0.99995482   -1 58 50.3
 GD1651;SPC TN       -   638,430.62    968,460.62   sFT  0.99995482   -1 58 50.3
 GD1651;UTM  16      - 3,990,984.420   285,298.013   MT  1.00016803   -1 24 09.6
 GD1651
 GD1651                          SUPERSEDED SURVEY CONTROL
 GD1651
 GD1651  NAD 83(1995)-  36 02 23.07536(N)    089 22 59.45858(W) AD(       ) 4
 GD1651  NAD 83(1995)-  36 02 23.07522(N)    089 22 59.45845(W) AD(       ) 4
 GD1651  NAD 83(1986)-  36 02 23.08313(N)    089 22 59.45772(W) AD(       ) 4
 GD1651  NAD 27      -  36 02 22.82800(N)    089 22 59.19900(W) AD(       ) 3
 GD1651
 GD1651.Superseded values are not recommended for survey control.
 GD1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1651.See file dsdata.txt to determine how the superseded data were derived.
 GD1651
 GD1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8529890984(NAD 83)
 GD1651_MARKER: 52 = STANDPIPE TANK
 GD1651
 GD1651  HISTORY     - Date     Condition        Report By
 GD1651  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1651  HISTORY     - 1967     GOOD             CGS
 GD1651
 GD1651                          STATION DESCRIPTION
 GD1651
 GD1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1651'THE STATION IS THE CENTER OF THE FINIAL ATOP THE STANDPIPE.  IT IS A
 GD1651'LARGE GREEN STANDPIPE LOCATED ON GORDON STREET AT THE SOUTHERN END
 GD1651'OF SUNNYBRAO AVENUE.  THE STANDPIPE IS 80 FEET TALL.
 GD1651
 GD1651                          STATION RECOVERY (1967)
 GD1651
 GD1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1651'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1651'
 GD1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1642 ***********************************************************************
 GD1642  DESIGNATION -  DYERSBURG RAD STA KIA 385 MAST
 GD1642  PID         -  GD1642
 GD1642  STATE/COUNTY-  TN/DYER
 GD1642  USGS QUAD   -  NEWBERN (1983)
 GD1642
 GD1642                         *CURRENT SURVEY CONTROL
 GD1642  ___________________________________________________________________
 GD1642* NAD 83(1995)-  36 02 44.75268(N)    089 22 06.04835(W)     ADJUSTED  
 GD1642* NAVD 88     -                                                        
 GD1642  ___________________________________________________________________
 GD1642  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1642  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1642
 GD1642  HORZ ORDER  -  THIRD
 GD1642
 GD1642.The horizontal coordinates were established by classical geodetic methods
 GD1642.and adjusted by the National Geodetic Survey in April 1999..
 GD1642
 GD1642
 GD1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1642
 GD1642.The geoid height was determined by GEOID03.
 GD1642
 GD1642;                    North         East     Units Scale Factor Converg.
 GD1642;SPC TN       -   195,215.761   296,546.516   MT  0.99995520   -1 58 19.1
 GD1642;SPC TN       -   640,470.38    972,919.69   sFT  0.99995520   -1 58 19.1
 GD1642;UTM  16      - 3,991,619.950   286,651.087   MT  1.00016089   -1 23 38.9
 GD1642
 GD1642                          SUPERSEDED SURVEY CONTROL
 GD1642
 GD1642  NAD 83(1995)-  36 02 44.75608(N)    089 22 06.04905(W) AD(       ) 4
 GD1642  NAD 83(1995)-  36 02 44.75594(N)    089 22 06.04922(W) AD(       ) 4
 GD1642  NAD 83(1986)-  36 02 44.76398(N)    089 22 06.04829(W) AD(       ) 4
 GD1642  NAD 27      -  36 02 44.50600(N)    089 22 05.79200(W) AD(       ) 3
 GD1642
 GD1642.Superseded values are not recommended for survey control.
 GD1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1642.See file dsdata.txt to determine how the superseded data were derived.
 GD1642
 GD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8665191620(NAD 83)
 GD1642_MARKER: 42 = RADIO/TV MAST
 GD1642
 GD1642  HISTORY     - Date     Condition        Report By
 GD1642  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1642  HISTORY     - 1967     GOOD             CGS
 GD1642
 GD1642                          STATION DESCRIPTION
 GD1642
 GD1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1642'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  THE MAST IS
 GD1642'SUPPORTED BY GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS OF RED
 GD1642'AND WHITE.  IT IS 225 FEET HIGH.  IT IS LOCATED IN THE SOUTHERN
 GD1642'SECTION OF THE FAIRGROUNDS AND IS OWNED AND OPERATED BY THE CITY
 GD1642'OF DYERSBURG.
 GD1642
 GD1642                          STATION RECOVERY (1967)
 GD1642
 GD1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1642'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1642'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1642'DESCRIPTION.
 GD1642'
 GD1642'THE STATION IS LOCATED AT THE DYER COUNTY FAIRGROUNDS ABOUT 0.2 OF
 GD1642'A MILE SOUTHEAST OF U. S. HIGHWAY 51N IN THE NORTHEAST CORNER OF
 GD1642'DYERSBURG, 182 FEET NORTH OF THE NORTH WALL OF THE BASEBALL
 GD1642'DIAMOND, 49 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GD1642'CONCRETE BLOCK BLEACHERS OF THE RODEO AREA, AND IN A SMALL FENCED
 GD1642'AREA FORMED BY AN L AT THE SOUTHEAST CORNER OF TWO SMALL
 GD1642'BUILDINGS.
 GD1642'
 GD1642'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY NUMEROUS GUY
 GD1642'CABLES, IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 GD1642'AND WHITE AND HAS AN OVER-ALL HEIGHT OF 225 FEET.
 GD1642'
 GD1642'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST PROPER.
 GD1642'
 GD1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1643 ***********************************************************************
 GD1643  DESIGNATION -  DYERSBURG RADIO STA WDSG MAST
 GD1643  PID         -  GD1643
 GD1643  STATE/COUNTY-  TN/DYER
 GD1643  USGS QUAD   -  NEWBERN (1983)
 GD1643
 GD1643                         *CURRENT SURVEY CONTROL
 GD1643  ___________________________________________________________________
 GD1643* NAD 83(1995)-  36 03 01.94940(N)    089 22 07.04678(W)     ADJUSTED  
 GD1643* NAVD 88     -                                                        
 GD1643  ___________________________________________________________________
 GD1643  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GD1643  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1643
 GD1643  HORZ ORDER  -  THIRD
 GD1643
 GD1643.The horizontal coordinates were established by classical geodetic methods
 GD1643.and adjusted by the National Geodetic Survey in April 1999..
 GD1643
 GD1643
 GD1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1643
 GD1643.The geoid height was determined by GEOID03.
 GD1643
 GD1643;                    North         East     Units Scale Factor Converg.
 GD1643;SPC TN       -   195,746.324   296,539.780   MT  0.99995551   -1 58 19.7
 GD1643;SPC TN       -   642,211.06    972,897.59   sFT  0.99995551   -1 58 19.7
 GD1643;UTM  16      - 3,992,150.527   286,638.999   MT  1.00016095   -1 23 40.0
 GD1643
 GD1643                          SUPERSEDED SURVEY CONTROL
 GD1643
 GD1643  NAD 83(1995)-  36 03 01.95281(N)    089 22 07.04744(W) AD(       ) 4
 GD1643  NAD 83(1995)-  36 03 01.95259(N)    089 22 07.04769(W) AD(       ) 4
 GD1643  NAD 83(1986)-  36 03 01.96070(N)    089 22 07.04673(W) AD(       ) 4
 GD1643  NAD 27      -  36 03 01.70300(N)    089 22 06.79100(W) AD(       ) 3
 GD1643
 GD1643.Superseded values are not recommended for survey control.
 GD1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1643.See file dsdata.txt to determine how the superseded data were derived.
 GD1643
 GD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8663992151(NAD 83)
 GD1643_MARKER: 42 = RADIO/TV MAST
 GD1643
 GD1643  HISTORY     - Date     Condition        Report By
 GD1643  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1643  HISTORY     - 1967     GOOD             CGS
 GD1643
 GD1643                          STATION DESCRIPTION
 GD1643
 GD1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1643'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A GUYED, RED
 GD1643'AND WHITE IN ALTERNATE SECTIONS, MAST AND IS 175 FEET HIGH.  IT IS
 GD1643'LOCATED AT THE NORTHEAST EDGE OF TOWN ON THE NORTHWEST SIDE OF U.S.
 GD1643'HIGHWAY 51.
 GD1643
 GD1643                          STATION RECOVERY (1967)
 GD1643
 GD1643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1643'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1643'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1643'DESCRIPTION.
 GD1643'
 GD1643'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF DYERSBURG IN A
 GD1643'VACANT LOT ABOUT 200 FEET NORTHWEST OF JONES BROS.  TRACTOR
 GD1643'COMPANY ON U. S. HIGHWAY 51N.
 GD1643'
 GD1643'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY NUMEROUS GUY CABLES,
 GD1643'IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE
 GD1643'AND HAS AN OVER-ALL HEIGHT OF 175 FEET.
 GD1643'
 GD1643'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST PROPER.
 GD1643'
 GD1643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1652 ***********************************************************************
 GD1652  DESIGNATION -  DYERSBURG RADIO STA WTRO MAST
 GD1652  PID         -  GD1652
 GD1652  STATE/COUNTY-  TN/DYER
 GD1652  USGS QUAD   -  DYERSBURG (1983)
 GD1652
 GD1652                         *CURRENT SURVEY CONTROL
 GD1652  ___________________________________________________________________
 GD1652* NAD 83(1995)-  36 04 15.10641(N)    089 23 52.47568(W)     ADJUSTED  
 GD1652* NAVD 88     -                                                        
 GD1652  ___________________________________________________________________
 GD1652  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1652  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1652
 GD1652  HORZ ORDER  -  THIRD
 GD1652
 GD1652.The horizontal coordinates were established by classical geodetic methods
 GD1652.and adjusted by the National Geodetic Survey in April 1999..
 GD1652
 GD1652
 GD1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1652
 GD1652.The geoid height was determined by GEOID03.
 GD1652
 GD1652;                    North         East     Units Scale Factor Converg.
 GD1652;SPC TN       -   198,090.932   293,980.912   MT  0.99995691   -1 59 21.4
 GD1652;SPC TN       -   649,903.33    964,502.38   sFT  0.99995691   -1 59 21.4
 GD1652;UTM  16      - 3,994,469.726   284,056.092   MT  1.00017462   -1 24 44.6
 GD1652
 GD1652                          SUPERSEDED SURVEY CONTROL
 GD1652
 GD1652  NAD 83(1995)-  36 04 15.10938(N)    089 23 52.47630(W) AD(       ) 4
 GD1652  NAD 83(1995)-  36 04 15.10915(N)    089 23 52.47606(W) AD(       ) 4
 GD1652  NAD 83(1986)-  36 04 15.11762(N)    089 23 52.47555(W) AD(       ) 4
 GD1652  NAD 27      -  36 04 14.86200(N)    089 23 52.21400(W) AD(       ) 3
 GD1652
 GD1652.Superseded values are not recommended for survey control.
 GD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1652.See file dsdata.txt to determine how the superseded data were derived.
 GD1652
 GD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8405694470(NAD 83)
 GD1652_MARKER: 42 = RADIO/TV MAST
 GD1652
 GD1652  HISTORY     - Date     Condition        Report By
 GD1652  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1652  HISTORY     - 1967     GOOD             CGS
 GD1652
 GD1652                          STATION DESCRIPTION
 GD1652
 GD1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1652'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS PAINTED IN
 GD1652'ALTERNATE SECTIONS OF RED AND WHITE.  IT IS SUPPORTED BY GUY WIRES
 GD1652'AND IS 200 FEET HIGH.
 GD1652'
 GD1652'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 78 AND
 GD1652'U.S. HIGHWAY 51 BYPASS, GO NORTH ON HIGHWAY 78 FOR 0.85 MILE TO THE
 GD1652'MAST ON THE LEFT.
 GD1652
 GD1652                          STATION RECOVERY (1967)
 GD1652
 GD1652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1652'THE STATION WAS RECOVERED AS DESCRIBED.
 GD1652'
 GD1652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 GD1652'NORTH OF DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1115 ***********************************************************************
 GD1115  DESIGNATION -  DYERSBURG RM 1
 GD1115  PID         -  GD1115
 GD1115  STATE/COUNTY-  TN/DYER
 GD1115  USGS QUAD   -  DYERSBURG (1983)
 GD1115
 GD1115                         *CURRENT SURVEY CONTROL
 GD1115  ___________________________________________________________________
 GD1115* NAD 83(1986)-  36 02 53.     (N)    089 23 31.     (W)     SCALED    
 GD1115* NAVD 88     -       116.906  (meters)     383.55   (feet)  ADJUSTED  
 GD1115  ___________________________________________________________________
 GD1115  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1115  DYNAMIC HT  -         116.807 (meters)     383.22  (feet)  COMP
 GD1115  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD1115
 GD1115  VERT ORDER  -  FIRST     CLASS I
 GD1115
 GD1115.The horizontal coordinates were scaled from a topographic map and have
 GD1115.an estimated accuracy of +/- 6 seconds.
 GD1115
 GD1115.The orthometric height was determined by differential leveling
 GD1115.and adjusted by the National Geodetic Survey in June 1991..
 GD1115
 GD1115.The geoid height was determined by GEOID03.
 GD1115
 GD1115.The dynamic height is computed by dividing the NAVD 88
 GD1115.geopotential number by the normal gravity value computed on the
 GD1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1115.degrees latitude (g = 980.6199 gals.).
 GD1115
 GD1115.The modeled gravity was interpolated from observed gravity values.
 GD1115
 GD1115;                    North         East    Units  Estimated Accuracy
 GD1115;SPC TN       -   195,540.      294,430.      MT  (+/- 180 meters Scaled)
 GD1115
 GD1115                          SUPERSEDED SURVEY CONTROL
 GD1115
 GD1115  NGVD 29 (??/??/??)  116.835  (m)          383.32   (f) ADJUSTED    1 1
 GD1115
 GD1115.Superseded values are not recommended for survey control.
 GD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1115.See file dsdata.txt to determine how the superseded data were derived.
 GD1115
 GD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845919(NAD 83)
 GD1115_MARKER: DR = REFERENCE MARK DISK
 GD1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1115_STAMPING: DYERSBURG NO 1 1959
 GD1115_MARK LOGO: CGS   
 GD1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1115+STABILITY: SURFACE MOTION
 GD1115
 GD1115  HISTORY     - Date     Condition        Report By
 GD1115  HISTORY     - 1959     MONUMENTED       CGS
 GD1115  HISTORY     - 1974     GOOD             NGS
 GD1115  HISTORY     - 20020730 POOR             USACE
 GD1115
 GD1115                          STATION DESCRIPTION
 GD1115
 GD1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1115'0.6 MI S FROM DYERSBURG.
 GD1115'ABOUT 0.60 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1115'WITH U.S. HIGHWAY 51 BY-PASS, AT THE CITY PARK NEAR THE OKEENA
 GD1115'SWIMMING POOL, SET IN THE Y OF STATE HIGHWAY 78 AND A PAVED ROAD (DEAD
 GD1115'END) LEADING TO PARK, ALSO USED AS A PARKING AREA FOR SWIMMING POOL,
 GD1115'89.5 FEET SOUTHEAST OF DYERSBURG TRIANGULATION STATION, 83.9 FEET EAST
 GD1115'OF RM 2, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WADING POOL,
 GD1115'75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND TENNIS
 GD1115'COURT, 26.4 FEET WEST OF THE PAVED DRIVEWAY, 0.5 FOOT ABOVE HIGHWAY
 GD1115'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GD1115
 GD1115                          STATION RECOVERY (2002)
 GD1115
 GD1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1115'MARK DESTROYED BECAUSE SITE HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1114 ***********************************************************************
 GD1114  DESIGNATION -  DYERSBURG RM 2
 GD1114  PID         -  GD1114
 GD1114  STATE/COUNTY-  TN/DYER
 GD1114  USGS QUAD   -  DYERSBURG (1983)
 GD1114
 GD1114                         *CURRENT SURVEY CONTROL
 GD1114  ___________________________________________________________________
 GD1114* NAD 83(1986)-  36 02 53.     (N)    089 23 31.     (W)     SCALED    
 GD1114* NAVD 88     -       115.842  (meters)     380.06   (feet)  ADJUSTED  
 GD1114  ___________________________________________________________________
 GD1114  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1114  DYNAMIC HT  -         115.744 (meters)     379.74  (feet)  COMP
 GD1114  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD1114
 GD1114  VERT ORDER  -  FIRST     CLASS I
 GD1114
 GD1114.The horizontal coordinates were scaled from a topographic map and have
 GD1114.an estimated accuracy of +/- 6 seconds.
 GD1114
 GD1114.The orthometric height was determined by differential leveling
 GD1114.and adjusted by the National Geodetic Survey in June 1991..
 GD1114
 GD1114.The geoid height was determined by GEOID03.
 GD1114
 GD1114.The dynamic height is computed by dividing the NAVD 88
 GD1114.geopotential number by the normal gravity value computed on the
 GD1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1114.degrees latitude (g = 980.6199 gals.).
 GD1114
 GD1114.The modeled gravity was interpolated from observed gravity values.
 GD1114
 GD1114;                    North         East    Units  Estimated Accuracy
 GD1114;SPC TN       -   195,540.      294,430.      MT  (+/- 180 meters Scaled)
 GD1114
 GD1114                          SUPERSEDED SURVEY CONTROL
 GD1114
 GD1114  NGVD 29 (??/??/??)  115.772  (m)          379.83   (f) ADJUSTED    1 1
 GD1114
 GD1114.Superseded values are not recommended for survey control.
 GD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1114.See file dsdata.txt to determine how the superseded data were derived.
 GD1114
 GD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845919(NAD 83)
 GD1114_MARKER: DR = REFERENCE MARK DISK
 GD1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1114_STAMPING: DYERSBURG 1959 NO 2
 GD1114_MARK LOGO: CGS   
 GD1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1114+STABILITY: SURFACE MOTION
 GD1114
 GD1114  HISTORY     - Date     Condition        Report By
 GD1114  HISTORY     - 1959     MONUMENTED       CGS
 GD1114  HISTORY     - 1974     GOOD             NGS
 GD1114  HISTORY     - 20020730 POOR             USACE
 GD1114
 GD1114                          STATION DESCRIPTION
 GD1114
 GD1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1114'0.60 MI S FROM DYERSBURG.
 GD1114'ABOUT 0.60 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1114'WITH U.S. HIGHWAY 51 BY-PASS, AT THE CITY PARK NEAR THE OKEENA
 GD1114'SWIMMING POOL, SET IN THE Y OF STATE HIGHWAY 78 AND A PAVED ROAD (DEAD
 GD1114'END) LEADING TO PARK, ALSO USED AS A PARKING AREA FOR SWIMMING POOL,
 GD1114'300 FEET NORTH-NORTHWEST OF DYERSBURG NO 3, 93.9 FEET SOUTHWEST OF
 GD1114'TRIANGULATION STATION MARK, 83.9 FEET WEST OF RM 1, 55.6 FEET WEST OF
 GD1114'THE PAVED DRIVEWAY, 33.4 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 GD1114'78, 19 FEET SOUTH OF A POWER POLE WITH TRANSFORMER, ABOUT LEVEL WITH
 GD1114'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GD1114
 GD1114                          STATION RECOVERY (2002)
 GD1114
 GD1114'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1114'MARK DESTROYED DUE TO NEW HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9837 ***********************************************************************
 AI9837  SACS        -  This is a Secondary Airport Control Station.
 AI9837  DESIGNATION -  DYR A
 AI9837  PID         -  AI9837
 AI9837  STATE/COUNTY-  TN/DYER
 AI9837  USGS QUAD   -  FOWLKES (1983)
 AI9837
 AI9837                         *CURRENT SURVEY CONTROL
 AI9837  ___________________________________________________________________
 AI9837* NAD 83(1995)-  35 59 28.40779(N)    089 24 42.73515(W)     ADJUSTED  
 AI9837* NAVD 88     -        90.06   (meters)     295.5    (feet)  GPS OBS   
 AI9837  ___________________________________________________________________
 AI9837  X           -      53,033.348 (meters)                     COMP
 AI9837  Y           -  -5,166,348.980 (meters)                     COMP
 AI9837  Z           -   3,727,440.260 (meters)                     COMP
 AI9837  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI9837  ELLIP HEIGHT-          61.93  (meters)          (02/20/01) GPS OBS
 AI9837  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AI9837
 AI9837  HORZ ORDER  -  FIRST
 AI9837  ELLP ORDER  -  SECOND    CLASS I
 AI9837
 AI9837.This mark is at Dyersburg Airport (DYR)
 AI9837
 AI9837.The horizontal coordinates were established by GPS observations
 AI9837.and adjusted by the National Geodetic Survey in February 2001..
 AI9837
 AI9837.The orthometric height was determined by GPS observations and a
 AI9837.high-resolution geoid model.
 AI9837
 AI9837.GPS derived orthometric heights for airport stations designated as
 AI9837.PACS or SACS are published to 2 decimal places.  This maintains
 AI9837.centimeter relative accuracy between the PACS and SACS.  It does
 AI9837.not indicate centimeter accuracy relative to other marks which are
 AI9837.part of the NAVD 88 network.
 AI9837
 AI9837.Photographs are available for this station.
 AI9837
 AI9837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9837
 AI9837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9837
 AI9837.The ellipsoidal height was determined by GPS observations
 AI9837.and is referenced to NAD 83.
 AI9837
 AI9837.The geoid height was determined by GEOID03.
 AI9837
 AI9837;                    North         East     Units Scale Factor Converg.
 AI9837;SPC TN       -   189,303.793   292,416.096   MT  0.99995215   -1 59 50.8
 AI9837;SPC TN       -   621,074.19    959,368.47   sFT  0.99995215   -1 59 50.8
 AI9837;UTM  16      - 3,985,665.270   282,579.698   MT  1.00018251   -1 25 04.5
 AI9837
 AI9837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9837!SPC TN       -   0.99999028  x   0.99995215  =   0.99994243
 AI9837!UTM  16      -   0.99999028  x   1.00018251  =   1.00017279
 AI9837
 AI9837                          SUPERSEDED SURVEY CONTROL
 AI9837
 AI9837.No superseded survey control is available for this station.
 AI9837
 AI9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8258085665(NAD 83)
 AI9837_MARKER: DD = SURVEY DISK
 AI9837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9837_STAMPING: DYR A 1996
 AI9837_MARK LOGO: NGS   
 AI9837_PROJECTION: FLUSH
 AI9837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9837+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9837_ROD/PIPE-DEPTH: 1    meters
 AI9837
 AI9837  HISTORY     - Date     Condition        Report By
 AI9837  HISTORY     - 1996     MONUMENTED       LOWE
 AI9837
 AI9837                          STATION DESCRIPTION
 AI9837
 AI9837'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9837'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF DYERSBURG AT
 AI9837'THE DYERSBURG MUNICIPAL AIRPORT. DYERSBURG MUNICIPAL AIRPORT
 AI9837'IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9837'THE AIRPORT MANAGER, JERRIE DAVIS, TELEPHONE NUMBER 901-286-2233,
 AI9837'BEFORE ENTERING THE FIELD.
 AI9837' 
 AI9837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BYPASS
 AI9837'AND U.S. HIGHWAY 51 BUSINESS ROUTE, GO SOUTH ON U.S. HIGHWAY 51 0.5
 AI9837'KM (0.30 MI) TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT. TURN RIGHT
 AI9837'AND GO WEST 0.56 KM (0.35 MI) ON THE ENTRANCE DRIVE TO THE AIRPORT
 AI9837'OFFICE AND GATE. PASS THROUGH THE GATE AND GO WESTERLY 0.2 KM (0.1
 AI9837'MI) ALONG THE APRON TO THE TAXIWAY. TURN LEFT AND GO
 AI9837'SOUTHWESTERLY 1.13 KM (0.70 MI) ON THE TAXIWAY TO THE END OF THE
 AI9837'PAVEMENT AND THE STATION ON THE TOP OF A BANK.
 AI9837' 
 AI9837'THE STATION IS THE CENTER OF A NGS SURVEY DISK SET INTO THE TOP OF
 AI9837'A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE
 AI9837'WITH A
 AI9837'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9837'ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9837'EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS 82.3 M (270.0 FT)
 AI9837'SOUTHEAST FROM THE CENTERLINE OF THE RUNWAY EXTENDED, 31.5 M
 AI9837'(103.3 FT) NORTHEAST FROM THE SOUTH AIRPORT PROPERTY LINE, 30.4 M
 AI9837'(99.7 FT) SOUTHWEST FROM THE SOUTHEAST EDGE OF THE TAXIWAY. THIS
 AI9837'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9837' 
 AI9837' 
 AI9837'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0853 ***********************************************************************
 FD0853  DESIGNATION -  E 10
 FD0853  PID         -  FD0853
 FD0853  STATE/COUNTY-  TN/LAWRENCE
 FD0853  USGS QUAD   -  LORETTO (1976)
 FD0853
 FD0853                         *CURRENT SURVEY CONTROL
 FD0853  ___________________________________________________________________
 FD0853* NAD 83(1986)-  35 04 42.     (N)    087 26 13.     (W)     SCALED    
 FD0853* NAVD 88     -       253.931  (meters)     833.11   (feet)  ADJUSTED  
 FD0853  ___________________________________________________________________
 FD0853  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FD0853  DYNAMIC HT  -         253.688 (meters)     832.31  (feet)  COMP
 FD0853  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FD0853
 FD0853  VERT ORDER  -  FIRST     CLASS II
 FD0853
 FD0853.The horizontal coordinates were scaled from a topographic map and have
 FD0853.an estimated accuracy of +/- 6 seconds.
 FD0853
 FD0853.The orthometric height was determined by differential leveling
 FD0853.and adjusted by the National Geodetic Survey in June 1991..
 FD0853
 FD0853.The geoid height was determined by GEOID03.
 FD0853
 FD0853.The dynamic height is computed by dividing the NAVD 88
 FD0853.geopotential number by the normal gravity value computed on the
 FD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0853.degrees latitude (g = 980.6199 gals.).
 FD0853
 FD0853.The modeled gravity was interpolated from observed gravity values.
 FD0853
 FD0853;                    North         East    Units  Estimated Accuracy
 FD0853;SPC TN       -    83,620.      468,950.      MT  (+/- 180 meters Scaled)
 FD0853
 FD0853                          SUPERSEDED SURVEY CONTROL
 FD0853
 FD0853  NGVD 29 (??/??/92)  253.895  (m)          832.99   (f) ADJ UNCH    1 2
 FD0853
 FD0853.Superseded values are not recommended for survey control.
 FD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0853.See file dsdata.txt to determine how the superseded data were derived.
 FD0853
 FD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD601818(NAD 83)
 FD0853_MARKER: DB = BENCH MARK DISK
 FD0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0853_STAMPING: E 10 1931
 FD0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0853+STABILITY: SURFACE MOTION
 FD0853
 FD0853  HISTORY     - Date     Condition        Report By
 FD0853  HISTORY     - 1931     MONUMENTED       CGS
 FD0853  HISTORY     - 1962     GOOD             NGS
 FD0853  HISTORY     - 1972     GOOD             TVA
 FD0853  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0853
 FD0853                          STATION DESCRIPTION
 FD0853
 FD0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0853'AT LORETTO.
 FD0853'AT LORETTO, LAWRENCE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0853'RAILROAD, NEAR THE STREET CROSSING NORTH OF THE STATION, 27 FEET
 FD0853'SOUTH OF THE CENTERLINE OF THE STREET, 42 FEET EAST OF THE
 FD0853'EAST RAIL, 4.8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND
 FD0853'2 FEET NORTH OF A STEEL POST, AND SET IN THE TOP OF A CONCRETE
 FD0853'POST.  NOTE-- 75.5 FEET NW OF SW CORNER OF POST OFFICE.
 FD0853
 FD0853                          STATION RECOVERY (1972)
 FD0853
 FD0853'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0853'RECOVERED IN GOOD CONDITION.
 FD0853
 FD0853                          STATION RECOVERY (1983)
 FD0853
 FD0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0853'NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW POST OFFICE WAS BUILT AND
 FD0853'THE RAILROAD STATION WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0877 ***********************************************************************
 GA0877  DESIGNATION -  E 100
 GA0877  PID         -  GA0877
 GA0877  STATE/COUNTY-  TN/GREENE
 GA0877  USGS QUAD   -  MOSHEIM (1971)
 GA0877
 GA0877                         *CURRENT SURVEY CONTROL
 GA0877  ___________________________________________________________________
 GA0877* NAD 83(1986)-  36 14 36.     (N)    082 53 58.     (W)     SCALED    
 GA0877* NAVD 88     -       357.446  (meters)    1172.72   (feet)  ADJUSTED  
 GA0877  ___________________________________________________________________
 GA0877  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0877  DYNAMIC HT  -         357.113 (meters)    1171.63  (feet)  COMP
 GA0877  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0877
 GA0877  VERT ORDER  -  SECOND    CLASS 0
 GA0877
 GA0877.The horizontal coordinates were scaled from a topographic map and have
 GA0877.an estimated accuracy of +/- 6 seconds.
 GA0877
 GA0877.The orthometric height was determined by differential leveling
 GA0877.and adjusted by the National Geodetic Survey in June 1991..
 GA0877
 GA0877.The geoid height was determined by GEOID03.
 GA0877
 GA0877.The dynamic height is computed by dividing the NAVD 88
 GA0877.geopotential number by the normal gravity value computed on the
 GA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0877.degrees latitude (g = 980.6199 gals.).
 GA0877
 GA0877.The modeled gravity was interpolated from observed gravity values.
 GA0877
 GA0877;                    North         East    Units  Estimated Accuracy
 GA0877;SPC TN       -   216,330.      878,640.      MT  (+/- 180 meters Scaled)
 GA0877
 GA0877                          SUPERSEDED SURVEY CONTROL
 GA0877
 GA0877  NGVD 29 (??/??/92)  357.588  (m)         1173.19   (f) ADJ UNCH    2 0
 GA0877
 GA0877.Superseded values are not recommended for survey control.
 GA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0877.See file dsdata.txt to determine how the superseded data were derived.
 GA0877
 GA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA293126(NAD 83)
 GA0877_MARKER: DB = BENCH MARK DISK
 GA0877_SETTING: 66 = SET IN ROCK OUTCROP
 GA0877_SP_SET: ROCK OUTCROP
 GA0877_STAMPING: E 100 1935
 GA0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0877+STABILITY: POSITION/ELEVATION WELL
 GA0877
 GA0877  HISTORY     - Date     Condition        Report By
 GA0877  HISTORY     - 1935     MONUMENTED       CGS
 GA0877  HISTORY     - 1950     GOOD             TVA
 GA0877
 GA0877                          STATION DESCRIPTION
 GA0877
 GA0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0877'0.5 MI NE FROM ALBANY.
 GA0877'1/2 MILE NORTHEAST ALONG THE LOCUST SPRING ROAD FROM THE
 GA0877'INTERSECTION OF STATE HIGHWAY 70 AT ALBANY, GREENE COUNTY, 45
 GA0877'YARDS SOUTH OF THE SOUTHEAST CORNER OF A BARN, 42 FEET NORTH OF
 GA0877'THE CENTERLINE OF THE ROAD, 50 FEET SOUTHWEST OF A CHESTNUT
 GA0877'OAK TREE, IN THE TOP OF A ROCK OUTCROP, 4 INCHES HIGHER THAN
 GA0877'THE ROAD, 142 FEET SOUTH OF SOUTHEAST CORNER OF UNPAINTED BARN,
 GA0877'39 FEET NORTH OF THE HIGHWAY AND 8.1 FEET NORTH NORTHEAST OF
 GA0877'STEEL WITNESS POST.  A STANDARD DISK, STAMPED E 100 1935.
 GA0877
 GA0877                          STATION RECOVERY (1950)
 GA0877
 GA0877'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0465 ***********************************************************************
 GA0465  DESIGNATION -  E 101
 GA0465  PID         -  GA0465
 GA0465  STATE/COUNTY-  TN/CARTER
 GA0465  USGS QUAD   -  ELIZABETHTON (1968)
 GA0465
 GA0465                         *CURRENT SURVEY CONTROL
 GA0465  ___________________________________________________________________
 GA0465* NAD 83(1986)-  36 21 34.     (N)    082 13 29.     (W)     SCALED    
 GA0465* NAVD 88     -       464.149  (meters)    1522.80   (feet)  ADJUSTED  
 GA0465  ___________________________________________________________________
 GA0465  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0465  DYNAMIC HT  -         463.708 (meters)    1521.35  (feet)  COMP
 GA0465  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 GA0465
 GA0465  VERT ORDER  -  SECOND    CLASS 0
 GA0465
 GA0465.The horizontal coordinates were scaled from a topographic map and have
 GA0465.an estimated accuracy of +/- 6 seconds.
 GA0465
 GA0465.The orthometric height was determined by differential leveling
 GA0465.and adjusted by the National Geodetic Survey in June 1991..
 GA0465
 GA0465.The geoid height was determined by GEOID03.
 GA0465
 GA0465.The dynamic height is computed by dividing the NAVD 88
 GA0465.geopotential number by the normal gravity value computed on the
 GA0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0465.degrees latitude (g = 980.6199 gals.).
 GA0465
 GA0465.The modeled gravity was interpolated from observed gravity values.
 GA0465
 GA0465;                    North         East    Units  Estimated Accuracy
 GA0465;SPC TN       -   231,330.      938,750.      MT  (+/- 180 meters Scaled)
 GA0465
 GA0465                          SUPERSEDED SURVEY CONTROL
 GA0465
 GA0465  NGVD 29 (??/??/92)  464.294  (m)         1523.27   (f) ADJ UNCH    2 0
 GA0465
 GA0465.Superseded values are not recommended for survey control.
 GA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0465.See file dsdata.txt to determine how the superseded data were derived.
 GA0465
 GA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA901245(NAD 83)
 GA0465_MARKER: DB = BENCH MARK DISK
 GA0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0465_STAMPING: E 101 1935
 GA0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0465+STABILITY: SURFACE MOTION
 GA0465
 GA0465  HISTORY     - Date     Condition        Report By
 GA0465  HISTORY     - 1935     MONUMENTED       CGS
 GA0465  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0465
 GA0465                          STATION DESCRIPTION
 GA0465
 GA0465'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0465'0.9 MI NW FROM ELIZABETHTON.
 GA0465'0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0465'AT ELIZABETHTON, CARTER COUNTY, 60 YARDS SOUTH OF THE SOUTH END
 GA0465'OF BRIDGE 918 T, AT A ROAD CROSSING, 41 FEET SOUTH OF THE CENTERLINE
 GA0465'OF THE ROAD, 18.9 FEET EAST OF THE EAST RAIL, AND LEVEL WITH
 GA0465'THE TRACK.  A STANDARD DISK, STAMPED E 101 1935 AND SET IN THE
 GA0465'TOP OF A CONCRETE POST.  NOTE-- RAILROAD HAS BEEN DISMANTLED,
 GA0465'WHOLE AREA HAS BEEN DEVELOPED.  ASSUMED TO BE 918T BUT BENCH MARK
 GA0465'COULD NOT BE FOUND.  BELIEVE BRICK STORE HAS BEEN BUILT OVER
 GA0465'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1405 ***********************************************************************
 GA1405  DESIGNATION -  E 102
 GA1405  PID         -  GA1405
 GA1405  STATE/COUNTY-  TN/SULLIVAN
 GA1405  USGS QUAD   -  KINGSPORT (1991)
 GA1405
 GA1405                         *CURRENT SURVEY CONTROL
 GA1405  ___________________________________________________________________
 GA1405* NAD 83(1986)-  36 30 02.     (N)    082 30 45.     (W)     SCALED    
 GA1405* NAVD 88     -       383.986  (meters)    1259.79   (feet)  ADJUSTED  
 GA1405  ___________________________________________________________________
 GA1405  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA1405  DYNAMIC HT  -         383.634 (meters)    1258.64  (feet)  COMP
 GA1405  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 GA1405
 GA1405  VERT ORDER  -  SECOND    CLASS 0
 GA1405
 GA1405.The horizontal coordinates were scaled from a topographic map and have
 GA1405.an estimated accuracy of +/- 6 seconds.
 GA1405
 GA1405.The orthometric height was determined by differential leveling
 GA1405.and adjusted by the National Geodetic Survey in June 1991..
 GA1405
 GA1405.The geoid height was determined by GEOID03.
 GA1405
 GA1405.The dynamic height is computed by dividing the NAVD 88
 GA1405.geopotential number by the normal gravity value computed on the
 GA1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1405.degrees latitude (g = 980.6199 gals.).
 GA1405
 GA1405.The modeled gravity was interpolated from observed gravity values.
 GA1405
 GA1405;                    North         East    Units  Estimated Accuracy
 GA1405;SPC TN       -   246,020.      912,390.      MT  (+/- 180 meters Scaled)
 GA1405
 GA1405                          SUPERSEDED SURVEY CONTROL
 GA1405
 GA1405  NGVD 29 (??/??/92)  384.131  (m)         1260.27   (f) ADJ UNCH    2 0
 GA1405
 GA1405.Superseded values are not recommended for survey control.
 GA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1405.See file dsdata.txt to determine how the superseded data were derived.
 GA1405
 GA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA645405(NAD 83)
 GA1405_MARKER: DB = BENCH MARK DISK
 GA1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1405_SP_SET: BRIDGE
 GA1405_STAMPING: E 102 1935
 GA1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1405
 GA1405  HISTORY     - Date     Condition        Report By
 GA1405  HISTORY     - 1935     MONUMENTED       CGS
 GA1405  HISTORY     - 1951     GOOD             NGS
 GA1405
 GA1405                          STATION DESCRIPTION
 GA1405
 GA1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA1405'4.6 MI SE FROM KINGSPORT.
 GA1405'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA1405'AT KINGSPORT, SULLIVAN COUNTY, AT A CONCRETE BRIDGE OVER HOLSTON
 GA1405'RIVER, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 12.7 FEET
 GA1405'WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 GA1405'A STANDARD DISK, STAMPED E 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0992 ***********************************************************************
 FZ0992  DESIGNATION -  E 103
 FZ0992  PID         -  FZ0992
 FZ0992  STATE/COUNTY-  TN/JOHNSON
 FZ0992  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0992
 FZ0992                         *CURRENT SURVEY CONTROL
 FZ0992  ___________________________________________________________________
 FZ0992* NAD 83(1986)-  36 28 17.     (N)    081 48 17.     (W)     SCALED    
 FZ0992* NAVD 88     -       734.695  (meters)    2410.41   (feet)  ADJUSTED  
 FZ0992  ___________________________________________________________________
 FZ0992  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0992  DYNAMIC HT  -         733.961 (meters)    2408.00  (feet)  COMP
 FZ0992  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 FZ0992
 FZ0992  VERT ORDER  -  SECOND    CLASS 0
 FZ0992
 FZ0992.The horizontal coordinates were scaled from a topographic map and have
 FZ0992.an estimated accuracy of +/- 6 seconds.
 FZ0992
 FZ0992.The orthometric height was determined by differential leveling
 FZ0992.and adjusted by the National Geodetic Survey in June 1991..
 FZ0992
 FZ0992.The geoid height was determined by GEOID03.
 FZ0992
 FZ0992.The dynamic height is computed by dividing the NAVD 88
 FZ0992.geopotential number by the normal gravity value computed on the
 FZ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0992.degrees latitude (g = 980.6199 gals.).
 FZ0992
 FZ0992.The modeled gravity was interpolated from observed gravity values.
 FZ0992
 FZ0992;                    North         East    Units  Estimated Accuracy
 FZ0992;SPC TN       -   245,280.      975,890.      MT  (+/- 180 meters Scaled)
 FZ0992
 FZ0992                          SUPERSEDED SURVEY CONTROL
 FZ0992
 FZ0992  NGVD 29 (??/??/92)  734.750  (m)         2410.59   (f) ADJ UNCH    2 0
 FZ0992
 FZ0992.Superseded values are not recommended for survey control.
 FZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0992.See file dsdata.txt to determine how the superseded data were derived.
 FZ0992
 FZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA279365(NAD 83)
 FZ0992_MARKER: DB = BENCH MARK DISK
 FZ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0992_STAMPING: E 103 1935
 FZ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0992+STABILITY: SURFACE MOTION
 FZ0992
 FZ0992  HISTORY     - Date     Condition        Report By
 FZ0992  HISTORY     - 1935     MONUMENTED       CGS
 FZ0992
 FZ0992                          STATION DESCRIPTION
 FZ0992
 FZ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0992'AT MOUNTAIN CITY.
 FZ0992'AT MOUNTAIN CITY, JOHNSON COUNTY, 13 YARDS NORTH OF THE NORTH
 FZ0992'END OF THE SOUTHERN RAILWAY STATION, 47 YARDS SOUTH OF THE
 FZ0992'CENTER OF A DIRT-ROAD CROSSING, 38.5 FEET WEST OF THE WEST
 FZ0992'RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0992'DISK, STAMPED E 103 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0992'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1015 ***********************************************************************
 FZ1015  DESIGNATION -  E 104
 FZ1015  PID         -  FZ1015
 FZ1015  STATE/COUNTY-  TN/JOHNSON
 FZ1015  USGS QUAD   -  ELK MILLS (1994)
 FZ1015
 FZ1015                         *CURRENT SURVEY CONTROL
 FZ1015  ___________________________________________________________________
 FZ1015* NAD 83(1986)-  36 22 13.     (N)    081 57 02.     (W)     SCALED    
 FZ1015* NAVD 88     -       587.724  (meters)    1928.22   (feet)  ADJUSTED  
 FZ1015  ___________________________________________________________________
 FZ1015  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FZ1015  DYNAMIC HT  -         587.136 (meters)    1926.30  (feet)  COMP
 FZ1015  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 FZ1015
 FZ1015  VERT ORDER  -  SECOND    CLASS 0
 FZ1015
 FZ1015.The horizontal coordinates were scaled from a topographic map and have
 FZ1015.an estimated accuracy of +/- 6 seconds.
 FZ1015
 FZ1015.The orthometric height was determined by differential leveling
 FZ1015.and adjusted by the National Geodetic Survey in June 1991..
 FZ1015
 FZ1015.The geoid height was determined by GEOID03.
 FZ1015
 FZ1015.The dynamic height is computed by dividing the NAVD 88
 FZ1015.geopotential number by the normal gravity value computed on the
 FZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1015.degrees latitude (g = 980.6199 gals.).
 FZ1015
 FZ1015.The modeled gravity was interpolated from observed gravity values.
 FZ1015
 FZ1015;                    North         East    Units  Estimated Accuracy
 FZ1015;SPC TN       -   233,520.      963,290.      MT  (+/- 180 meters Scaled)
 FZ1015
 FZ1015                          SUPERSEDED SURVEY CONTROL
 FZ1015
 FZ1015  NGVD 29 (??/??/92)  587.817  (m)         1928.53   (f) ADJ UNCH    2 0
 FZ1015
 FZ1015.Superseded values are not recommended for survey control.
 FZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1015.See file dsdata.txt to determine how the superseded data were derived.
 FZ1015
 FZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA147254(NAD 83)
 FZ1015_MARKER: DB = BENCH MARK DISK
 FZ1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1015_STAMPING: E 104 1935
 FZ1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1015+STABILITY: SURFACE MOTION
 FZ1015
 FZ1015  HISTORY     - Date     Condition        Report By
 FZ1015  HISTORY     - 1935     MONUMENTED       CGS
 FZ1015
 FZ1015                          STATION DESCRIPTION
 FZ1015
 FZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1015'0.8 MI SW FROM DOE STATION.
 FZ1015'0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM DOE STATION,
 FZ1015'JOHNSON COUNTY, 130 FEET WEST OF MILEPOST 114, 600 FEET SOUTHEAST
 FZ1015'OF A BARN, 450 FEET NORTHEAST OF AN OLD ONE-STORY FARMHOUSE, 425
 FZ1015'FEET SOUTHWEST OF ANOTHER BARN, 100 FEET NORTHEAST OF POWERLINE
 FZ1015'POLE 89, 60 FEET SOUTHWEST OF A POLE, ON THE SOUTHEAST SIDE OF
 FZ1015'THE TRACKS, BETWEEN THE FENCE AND THE RAILROAD, AND 2 FEET LOWER
 FZ1015'THAN THE TRACK.  A STANDARD DISK, STAMPED E 104 1935 AND SET IN
 FZ1015'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0453 ***********************************************************************
 GA0453  DESIGNATION -  E 105 RESET
 GA0453  PID         -  GA0453
 GA0453  STATE/COUNTY-  TN/CARTER
 GA0453  USGS QUAD   -  JOHNSON CITY (1968)
 GA0453
 GA0453                         *CURRENT SURVEY CONTROL
 GA0453  ___________________________________________________________________
 GA0453* NAD 83(1986)-  36 18 05.     (N)    082 17 42.     (W)     SCALED    
 GA0453* NAVD 88     -       472.76   (meters)    1551.0    (feet)  RESET     
 GA0453  ___________________________________________________________________
 GA0453  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0453
 GA0453  VERT ORDER  -  THIRD
 GA0453
 GA0453.The horizontal coordinates were scaled from a topographic map and have
 GA0453.an estimated accuracy of +/- 6 seconds.
 GA0453
 GA0453.The orthometric height was computed from unverified reset data.
 GA0453
 GA0453.The geoid height was determined by GEOID03.
 GA0453
 GA0453;                    North         East    Units  Estimated Accuracy
 GA0453;SPC TN       -   224,660.      932,700.      MT  (+/- 180 meters Scaled)
 GA0453
 GA0453                          SUPERSEDED SURVEY CONTROL
 GA0453
 GA0453.No superseded survey control is available for this station.
 GA0453
 GA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837181(NAD 83)
 GA0453_MARKER: DB = BENCH MARK DISK
 GA0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0453_SP_SET: BUILDING
 GA0453_STAMPING: E 105 RESET 1968
 GA0453_MARK LOGO: CGS   
 GA0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0453
 GA0453  HISTORY     - Date     Condition        Report By
 GA0453  HISTORY     - 1968     MONUMENTED       CGS
 GA0453
 GA0453                          STATION DESCRIPTION
 GA0453
 GA0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GA0453'AT MILLIGAN COLLEGE.
 GA0453'THIS MARK IS AT THE MILLIGAN COLLEGE POST OFFICE NEAR THE
 GA0453'NORTHEAST CORNER OF THE COLLEGE CAMPUS AND ABOUT 105 YARDS SOUTH
 GA0453'OF THE INTERSECTION OF STATE ROUTE 67 AND OAK GROVE ROAD.  IT IS
 GA0453'43 FEET NORTHEAST OF THE APPROXIMATE CENTER OF OAK GROVE ROAD,
 GA0453'15 FEET NORTHWEST OF THE APPROXIMATE CENTER OF COLLEGE DRIVE,
 GA0453'0.7 OF A FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 GA0453'ENTRANCE DECK OF THE POST OFFICE, AND 0.3 OF A FOOT SOUTHWEST OF
 GA0453'THE SOUTHWEST EDGE OF THE MOST NORTHEASTERLY OF FOUR CONCRETE
 GA0453'COLUMNS.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL
 GA0453'HOLE NEAR THE SOUTHEAST EDGE OF THE CONCRETE ENTRANCE DECK OF THE
 GA0453'POST OFFICE BUILDING, AND THE DISK IS STAMPED E 105 RESET 1968.
 GA0453'DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0896 ***********************************************************************
 GA0896  DESIGNATION -  E 107
 GA0896  PID         -  GA0896
 GA0896  STATE/COUNTY-  TN/HAWKINS
 GA0896  USGS QUAD   -  STONY POINT (1971)
 GA0896
 GA0896                         *CURRENT SURVEY CONTROL
 GA0896  ___________________________________________________________________
 GA0896* NAD 83(1986)-  36 22 31.     (N)    082 49 21.     (W)     SCALED    
 GA0896* NAVD 88     -       385.662  (meters)    1265.29   (feet)  ADJUSTED  
 GA0896  ___________________________________________________________________
 GA0896  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0896  DYNAMIC HT  -         385.309 (meters)    1264.13  (feet)  COMP
 GA0896  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GA0896
 GA0896  VERT ORDER  -  SECOND    CLASS 0
 GA0896
 GA0896.The horizontal coordinates were scaled from a topographic map and have
 GA0896.an estimated accuracy of +/- 6 seconds.
 GA0896
 GA0896.The orthometric height was determined by differential leveling
 GA0896.and adjusted by the National Geodetic Survey in June 1991..
 GA0896
 GA0896.The geoid height was determined by GEOID03.
 GA0896
 GA0896.The dynamic height is computed by dividing the NAVD 88
 GA0896.geopotential number by the normal gravity value computed on the
 GA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0896.degrees latitude (g = 980.6199 gals.).
 GA0896
 GA0896.The modeled gravity was interpolated from observed gravity values.
 GA0896
 GA0896;                    North         East    Units  Estimated Accuracy
 GA0896;SPC TN       -   231,180.      885,080.      MT  (+/- 180 meters Scaled)
 GA0896
 GA0896                          SUPERSEDED SURVEY CONTROL
 GA0896
 GA0896  NGVD 29 (??/??/92)  385.806  (m)         1265.77   (f) ADJ UNCH    2 0
 GA0896
 GA0896.Superseded values are not recommended for survey control.
 GA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0896.See file dsdata.txt to determine how the superseded data were derived.
 GA0896
 GA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA365271(NAD 83)
 GA0896_MARKER: DB = BENCH MARK DISK
 GA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0896_STAMPING: E 107 1935
 GA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0896+STABILITY: SURFACE MOTION
 GA0896
 GA0896  HISTORY     - Date     Condition        Report By
 GA0896  HISTORY     - 1935     MONUMENTED       CGS
 GA0896  HISTORY     - 1955     POOR             NGS
 GA0896
 GA0896                          STATION DESCRIPTION
 GA0896
 GA0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0896'1 MI SW FROM VAN HILL.
 GA0896'1.0 MILE SOUTHWEST ALONG THE BAILEYTON ROAD FROM THE SCHOOL AT
 GA0896'VAN HILL, HAWKINS COUNTY, AT THE C.D. DILSON RESIDENCE, 55 YARDS
 GA0896'SOUTH OF A DRIVEWAY, 35 YARDS SOUTH OF AN OLD QUARRY, 21 FEET
 GA0896'EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 GA0896'A STANDARD DISK, STAMPED E 107 1935 AND SET IN THE TOP OF A
 GA0896'CONCRETE POST.  NOTE-- USE WITH CAUTION.  EROSION HAS LOOSENED
 GA0896'MONUMENT IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0954 ***********************************************************************
 GA0954  DESIGNATION -  E 108
 GA0954  PID         -  GA0954
 GA0954  STATE/COUNTY-  TN/WASHINGTON
 GA0954  USGS QUAD   -  LEESBURG (1971)
 GA0954
 GA0954                         *CURRENT SURVEY CONTROL
 GA0954  ___________________________________________________________________
 GA0954* NAD 83(1986)-  36 15 57.     (N)    082 35 25.     (W)     SCALED    
 GA0954* NAVD 88     -       425.754  (meters)    1396.83   (feet)  ADJUSTED  
 GA0954  ___________________________________________________________________
 GA0954  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0954  DYNAMIC HT  -         425.349 (meters)    1395.50  (feet)  COMP
 GA0954  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0954
 GA0954  VERT ORDER  -  SECOND    CLASS 0
 GA0954
 GA0954.The horizontal coordinates were scaled from a topographic map and have
 GA0954.an estimated accuracy of +/- 6 seconds.
 GA0954
 GA0954.The orthometric height was determined by differential leveling
 GA0954.and adjusted by the National Geodetic Survey in June 1991..
 GA0954
 GA0954.The geoid height was determined by GEOID03.
 GA0954
 GA0954.The dynamic height is computed by dividing the NAVD 88
 GA0954.geopotential number by the normal gravity value computed on the
 GA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0954.degrees latitude (g = 980.6199 gals.).
 GA0954
 GA0954.The modeled gravity was interpolated from observed gravity values.
 GA0954
 GA0954;                    North         East    Units  Estimated Accuracy
 GA0954;SPC TN       -   219,750.      906,330.      MT  (+/- 180 meters Scaled)
 GA0954
 GA0954                          SUPERSEDED SURVEY CONTROL
 GA0954
 GA0954  NGVD 29 (??/??/92)  425.896  (m)         1397.29   (f) ADJ UNCH    2 0
 GA0954
 GA0954.Superseded values are not recommended for survey control.
 GA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0954.See file dsdata.txt to determine how the superseded data were derived.
 GA0954
 GA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA571146(NAD 83)
 GA0954_MARKER: DB = BENCH MARK DISK
 GA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0954_STAMPING: E 108 1935
 GA0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0954+STABILITY: SURFACE MOTION
 GA0954
 GA0954  HISTORY     - Date     Condition        Report By
 GA0954  HISTORY     - 1935     MONUMENTED       CGS
 GA0954
 GA0954                          STATION DESCRIPTION
 GA0954
 GA0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0954'3.7 MI NE FROM LIMESTONE.
 GA0954'3.7 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0954'AT LIMESTONE, WASHINGTON COUNTY, 75 FEET NORTHWEST OF THE CENTER
 GA0954'OF A CONCRETE BRIDGE, 35 FEET SOUTHWEST OF A ROAD JUNCTION,
 GA0954'15 FEET NORTH OF THE NORTH BANK OF A CREEK, 8 FEET SOUTH OF A
 GA0954'WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0954'E 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0516 ***********************************************************************
 GA0516  DESIGNATION -  E 109
 GA0516  PID         -  GA0516
 GA0516  STATE/COUNTY-  TN/SULLIVAN
 GA0516  USGS QUAD   -  BOONE DAM (1968)
 GA0516
 GA0516                         *CURRENT SURVEY CONTROL
 GA0516  ___________________________________________________________________
 GA0516* NAD 83(1986)-  36 28 59.     (N)    082 23 26.     (W)     SCALED    
 GA0516* NAVD 88     -       460.015  (meters)    1509.23   (feet)  ADJUSTED  
 GA0516  ___________________________________________________________________
 GA0516  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0516  DYNAMIC HT  -         459.589 (meters)    1507.83  (feet)  COMP
 GA0516  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA0516
 GA0516  VERT ORDER  -  SECOND    CLASS 0
 GA0516
 GA0516.The horizontal coordinates were scaled from a topographic map and have
 GA0516.an estimated accuracy of +/- 6 seconds.
 GA0516
 GA0516.The orthometric height was determined by differential leveling
 GA0516.and adjusted by the National Geodetic Survey in June 1991..
 GA0516
 GA0516.The geoid height was determined by GEOID03.
 GA0516
 GA0516.The dynamic height is computed by dividing the NAVD 88
 GA0516.geopotential number by the normal gravity value computed on the
 GA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0516.degrees latitude (g = 980.6199 gals.).
 GA0516
 GA0516.The modeled gravity was interpolated from observed gravity values.
 GA0516
 GA0516;                    North         East    Units  Estimated Accuracy
 GA0516;SPC TN       -   244,480.      923,380.      MT  (+/- 180 meters Scaled)
 GA0516
 GA0516                          SUPERSEDED SURVEY CONTROL
 GA0516
 GA0516  NGVD 29 (??/??/92)  460.156  (m)         1509.70   (f) ADJ UNCH    2 0
 GA0516
 GA0516.Superseded values are not recommended for survey control.
 GA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0516.See file dsdata.txt to determine how the superseded data were derived.
 GA0516
 GA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA754384(NAD 83)
 GA0516_MARKER: DB = BENCH MARK DISK
 GA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0516_STAMPING: E 109 1935
 GA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0516+STABILITY: SURFACE MOTION
 GA0516
 GA0516  HISTORY     - Date     Condition        Report By
 GA0516  HISTORY     - 1935     MONUMENTED       CGS
 GA0516
 GA0516                          STATION DESCRIPTION
 GA0516
 GA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0516'0.6 MI E FROM HOLSTON.
 GA0516'0.6 MILE EAST ALONG THE DE VAULT BRIDGE ROAD FROM THE POST
 GA0516'OFFICE AT HOLSTON, SULLIVAN COUNTY, 11 YARDS SOUTHEAST OF A
 GA0516'ROAD JUNCTION, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GA0516'2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 109
 GA0516'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1781 ***********************************************************************
 FB1781  DESIGNATION -  E 11
 FB1781  PID         -  FB1781
 FB1781  STATE/COUNTY-  TN/BLOUNT
 FB1781  USGS QUAD   -  CALDERWOOD (1964)
 FB1781
 FB1781                         *CURRENT SURVEY CONTROL
 FB1781  ___________________________________________________________________
 FB1781* NAD 83(1986)-  35 30 12.     (N)    083 59 29.     (W)     SCALED    
 FB1781* NAVD 88     -       270.690  (meters)     888.09   (feet)  ADJUSTED  
 FB1781  ___________________________________________________________________
 FB1781  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FB1781  DYNAMIC HT  -         270.426 (meters)     887.22  (feet)  COMP
 FB1781  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FB1781
 FB1781  VERT ORDER  -  FIRST     CLASS II
 FB1781
 FB1781.The horizontal coordinates were scaled from a topographic map and have
 FB1781.an estimated accuracy of +/- 6 seconds.
 FB1781
 FB1781.The orthometric height was determined by differential leveling
 FB1781.and adjusted by the National Geodetic Survey in June 1991..
 FB1781
 FB1781.The geoid height was determined by GEOID03.
 FB1781
 FB1781.The dynamic height is computed by dividing the NAVD 88
 FB1781.geopotential number by the normal gravity value computed on the
 FB1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1781.degrees latitude (g = 980.6199 gals.).
 FB1781
 FB1781.The modeled gravity was interpolated from observed gravity values.
 FB1781
 FB1781;                    North         East    Units  Estimated Accuracy
 FB1781;SPC TN       -   131,680.      782,210.      MT  (+/- 180 meters Scaled)
 FB1781
 FB1781                          SUPERSEDED SURVEY CONTROL
 FB1781
 FB1781  NGVD 29 (??/??/92)  270.801  (m)          888.45   (f) ADJ UNCH    1 2
 FB1781
 FB1781.Superseded values are not recommended for survey control.
 FB1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1781.See file dsdata.txt to determine how the superseded data were derived.
 FB1781
 FB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV286329(NAD 83)
 FB1781_MARKER: DB = BENCH MARK DISK
 FB1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1781_SP_SET: FOUNDATION
 FB1781_STAMPING: 888.643 E 11 1932
 FB1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1781
 FB1781  HISTORY     - Date     Condition        Report By
 FB1781  HISTORY     - 1932     MONUMENTED       CGS
 FB1781  HISTORY     - 1934     GOOD             NGS
 FB1781
 FB1781                          STATION DESCRIPTION
 FB1781
 FB1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1781'AT CALDERWOOD.
 FB1781'AT CALDERWOOD, BLOUNT COUNTY, ABOUT 50 YARDS SOUTH OF THE ALUMINUM
 FB1781'CO. OF AMERICA ELECTRICAL SHOP, 10 FEET EAST OF A DIRT ROAD, AND
 FB1781'IN AN ABANDONED CONCRETE MOTOR FOUNDATION.  A STANDARD DISK,
 FB1781'STAMPED 888.643 E 11 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0439 ***********************************************************************
 GA0439  DESIGNATION -  E 111
 GA0439  PID         -  GA0439
 GA0439  STATE/COUNTY-  TN/CARTER
 GA0439  USGS QUAD   -  WATAUGA DAM (1960)
 GA0439
 GA0439                         *CURRENT SURVEY CONTROL
 GA0439  ___________________________________________________________________
 GA0439* NAD 83(1986)-  36 19 54.     (N)    082 02 08.     (W)     SCALED    
 GA0439* NAVD 88     -       548.399  (meters)    1799.21   (feet)  ADJUSTED  
 GA0439  ___________________________________________________________________
 GA0439  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0439  DYNAMIC HT  -         547.843 (meters)    1797.38  (feet)  COMP
 GA0439  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 GA0439
 GA0439  VERT ORDER  -  SECOND    CLASS 0
 GA0439
 GA0439.The horizontal coordinates were scaled from a topographic map and have
 GA0439.an estimated accuracy of +/- 6 seconds.
 GA0439
 GA0439.The orthometric height was determined by differential leveling
 GA0439.and adjusted by the National Geodetic Survey in June 1991..
 GA0439
 GA0439.The geoid height was determined by GEOID03.
 GA0439
 GA0439.The dynamic height is computed by dividing the NAVD 88
 GA0439.geopotential number by the normal gravity value computed on the
 GA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0439.degrees latitude (g = 980.6199 gals.).
 GA0439
 GA0439.The modeled gravity was interpolated from observed gravity values.
 GA0439
 GA0439;                    North         East    Units  Estimated Accuracy
 GA0439;SPC TN       -   228,930.      955,840.      MT  (+/- 180 meters Scaled)
 GA0439
 GA0439                          SUPERSEDED SURVEY CONTROL
 GA0439
 GA0439  NGVD 29 (??/??/92)  548.502  (m)         1799.54   (f) ADJ UNCH    2 0
 GA0439
 GA0439.Superseded values are not recommended for survey control.
 GA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0439.See file dsdata.txt to determine how the superseded data were derived.
 GA0439
 GA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA070212(NAD 83)
 GA0439_MARKER: DB = BENCH MARK DISK
 GA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0439_STAMPING: E 111 1935
 GA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0439+STABILITY: SURFACE MOTION
 GA0439
 GA0439  HISTORY     - Date     Condition        Report By
 GA0439  HISTORY     - 1935     MONUMENTED       CGS
 GA0439
 GA0439                          STATION DESCRIPTION
 GA0439
 GA0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0439'2 MI W FROM BUTLER.
 GA0439'IN CARTER COUNTY, 2.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM
 GA0439'THE STATION AT BUTLER, JOHNSON COUNTY, 0.1 MILE EAST OF A
 GA0439'DIRT-ROAD CROSSING, 46 YARDS NORTH OF THE ENTRANCE TO THE GEORGE
 GA0439'HOLLOWAY RESIDENCE, 19 FEET SOUTH OF THE SOUTH RAIL, 14 FEET
 GA0439'NORTH OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACK,
 GA0439'AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GA0439'E 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0456 ***********************************************************************
 GA0456  DESIGNATION -  E 112
 GA0456  PID         -  GA0456
 GA0456  STATE/COUNTY-  TN/CARTER
 GA0456  USGS QUAD   -  JOHNSON CITY (1968)
 GA0456
 GA0456                         *CURRENT SURVEY CONTROL
 GA0456  ___________________________________________________________________
 GA0456* NAD 83(1986)-  36 17 58.     (N)    082 14 59.     (W)     SCALED    
 GA0456* NAVD 88     -       512.474  (meters)    1681.34   (feet)  ADJUSTED  
 GA0456  ___________________________________________________________________
 GA0456  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0456  DYNAMIC HT  -         511.981 (meters)    1679.72  (feet)  COMP
 GA0456  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 GA0456
 GA0456  VERT ORDER  -  SECOND    CLASS 0
 GA0456
 GA0456.The horizontal coordinates were scaled from a topographic map and have
 GA0456.an estimated accuracy of +/- 6 seconds.
 GA0456
 GA0456.The orthometric height was determined by differential leveling
 GA0456.and adjusted by the National Geodetic Survey in June 1991..
 GA0456
 GA0456.The geoid height was determined by GEOID03.
 GA0456
 GA0456.The dynamic height is computed by dividing the NAVD 88
 GA0456.geopotential number by the normal gravity value computed on the
 GA0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0456.degrees latitude (g = 980.6199 gals.).
 GA0456
 GA0456.The modeled gravity was interpolated from observed gravity values.
 GA0456
 GA0456;                    North         East    Units  Estimated Accuracy
 GA0456;SPC TN       -   224,590.      936,770.      MT  (+/- 180 meters Scaled)
 GA0456
 GA0456                          SUPERSEDED SURVEY CONTROL
 GA0456
 GA0456  NGVD 29 (??/??/92)  512.616  (m)         1681.81   (f) ADJ UNCH    2 0
 GA0456
 GA0456.Superseded values are not recommended for survey control.
 GA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0456.See file dsdata.txt to determine how the superseded data were derived.
 GA0456
 GA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA877178(NAD 83)
 GA0456_MARKER: DB = BENCH MARK DISK
 GA0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0456_STAMPING: E 112 1935
 GA0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0456+STABILITY: SURFACE MOTION
 GA0456
 GA0456  HISTORY     - Date     Condition        Report By
 GA0456  HISTORY     - 1935     MONUMENTED       CGS
 GA0456
 GA0456                          STATION DESCRIPTION
 GA0456
 GA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0456'2.4 MI SE FROM MILLIGAN COLLEGE.
 GA0456'2.4 MILES SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE
 GA0456'AT MILLIGAN COLLEGE, CARTER COUNTY, 0.9 MILE EAST ALONG THE
 GA0456'POWDER MILL ROAD AND THE GAP CREEK ROAD, AT THE JOHN REED
 GA0456'RESIDENCE, 4 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 11 YARDS
 GA0456'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 110 YARDS
 GA0456'SOUTHEAST OF A BARN, 10 YARDS SOUTHEAST OF AND ACROSS THE ROAD
 GA0456'FROM A POLE, 2 YARDS NORTHWEST OF THE NORTH END OF A CONCRETE
 GA0456'WALL AND FENCE, AND 18 INCHES HIGHER THAN THE ROAD.  A STANDARD
 GA0456'DISK, STAMPED E 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0970 ***********************************************************************
 GA0970  DESIGNATION -  E 113
 GA0970  PID         -  GA0970
 GA0970  STATE/COUNTY-  TN/WASHINGTON
 GA0970  USGS QUAD   -  TELFORD (1971)
 GA0970
 GA0970                         *CURRENT SURVEY CONTROL
 GA0970  ___________________________________________________________________
 GA0970* NAD 83(1986)-  36 12 24.     (N)    082 33 46.     (W)     SCALED    
 GA0970* NAVD 88     -       476.094  (meters)    1561.99   (feet)  POSTED    
 GA0970  ___________________________________________________________________
 GA0970  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0970  DYNAMIC HT  -         475.640 (meters)    1560.50  (feet)  COMP
 GA0970  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 GA0970
 GA0970  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0970
 GA0970.The horizontal coordinates were scaled from a topographic map and have
 GA0970.an estimated accuracy of +/- 6 seconds.
 GA0970
 GA0970.The orthometric height was determined by differential leveling
 GA0970.and adjusted by the National Geodetic Survey in 1992..
 GA0970.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0970.rate of 0.0 thru 1.0 mm/km.
 GA0970
 GA0970.The geoid height was determined by GEOID03.
 GA0970
 GA0970.The dynamic height is computed by dividing the NAVD 88
 GA0970.geopotential number by the normal gravity value computed on the
 GA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0970.degrees latitude (g = 980.6199 gals.).
 GA0970
 GA0970.The modeled gravity was interpolated from observed gravity values.
 GA0970
 GA0970;                    North         East    Units  Estimated Accuracy
 GA0970;SPC TN       -   213,270.      909,030.      MT  (+/- 180 meters Scaled)
 GA0970
 GA0970                          SUPERSEDED SURVEY CONTROL
 GA0970
 GA0970  NGVD 29 (??/??/92)  476.237  (m)         1562.45   (f) ADJ UNCH    2 0
 GA0970
 GA0970.Superseded values are not recommended for survey control.
 GA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0970.See file dsdata.txt to determine how the superseded data were derived.
 GA0970
 GA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595080(NAD 83)
 GA0970_MARKER: DB = BENCH MARK DISK
 GA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0970_STAMPING: E 113 1935
 GA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0970+STABILITY: SURFACE MOTION
 GA0970
 GA0970  HISTORY     - Date     Condition        Report By
 GA0970  HISTORY     - 1935     MONUMENTED       CGS
 GA0970  HISTORY     - 1955     GOOD             NGS
 GA0970
 GA0970                          STATION DESCRIPTION
 GA0970
 GA0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0970'4 MI SW FROM TELFORD.
 GA0970'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0970'AT TELFORD, WASHINGTON COUNTY, THENCE 1.3 MILES SOUTH ALONG A
 GA0970'COUNTY ROAD LEADING PAST WASHINGTON COLLEGE, 1.0 MILE SOUTH OF
 GA0970'WASHINGTON COLLEGE, 0.1 MILE EAST OF A ROAD INTERSECTION, ON THE
 GA0970'N.T. BOWMAN PROPERTY, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0970'OPPOSITE A HEDGEROW, AT A FENCE CORNER, AND LEVEL WITH THE ROAD.
 GA0970'A STANDARD DISK, STAMPED E 113 1935 AND SET IN THE TOP OF A
 GA0970'CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1917 ***********************************************************************
 GA1917  DESIGNATION -  E 114
 GA1917  PID         -  GA1917
 GA1917  STATE/COUNTY-  TN/GREENE
 GA1917  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1917
 GA1917                         *CURRENT SURVEY CONTROL
 GA1917  ___________________________________________________________________
 GA1917* NAD 83(1986)-  36 05 43.     (N)    083 03 13.     (W)     SCALED    
 GA1917* NAVD 88     -       353.904  (meters)    1161.10   (feet)  ADJUSTED  
 GA1917  ___________________________________________________________________
 GA1917  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1917  DYNAMIC HT  -         353.572 (meters)    1160.01  (feet)  COMP
 GA1917  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 GA1917
 GA1917  VERT ORDER  -  SECOND    CLASS 0
 GA1917
 GA1917.The horizontal coordinates were scaled from a topographic map and have
 GA1917.an estimated accuracy of +/- 6 seconds.
 GA1917
 GA1917.The orthometric height was determined by differential leveling
 GA1917.and adjusted by the National Geodetic Survey in June 1991..
 GA1917
 GA1917.The geoid height was determined by GEOID03.
 GA1917
 GA1917.The dynamic height is computed by dividing the NAVD 88
 GA1917.geopotential number by the normal gravity value computed on the
 GA1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1917.degrees latitude (g = 980.6199 gals.).
 GA1917
 GA1917.The modeled gravity was interpolated from observed gravity values.
 GA1917
 GA1917;                    North         East    Units  Estimated Accuracy
 GA1917;SPC TN       -   199,480.      865,290.      MT  (+/- 180 meters Scaled)
 GA1917
 GA1917                          SUPERSEDED SURVEY CONTROL
 GA1917
 GA1917  NGVD 29 (??/??/92)  354.058  (m)         1161.61   (f) ADJ UNCH    2 0
 GA1917
 GA1917.Superseded values are not recommended for survey control.
 GA1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1917.See file dsdata.txt to determine how the superseded data were derived.
 GA1917
 GA1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV151964(NAD 83)
 GA1917_MARKER: DB = BENCH MARK DISK
 GA1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1917_STAMPING: E 114 1935
 GA1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1917+STABILITY: SURFACE MOTION
 GA1917
 GA1917  HISTORY     - Date     Condition        Report By
 GA1917  HISTORY     - 1935     MONUMENTED       CGS
 GA1917  HISTORY     - 1950     GOOD             NGS
 GA1917
 GA1917                          STATION DESCRIPTION
 GA1917
 GA1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1917'4.1 MI SE FROM WARRENSBURG.
 GA1917'4.1 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1917'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.2 MILE SOUTH OF
 GA1917'A BRIDGE OVER NOLICHUCKY RIVER, ON THE SOUTHWEST BANK OF THE
 GA1917'RIVER, AT THE A.G. DAWSON RESIDENCE, 20 FEET SOUTHEAST OF THE
 GA1917'SOUTHWEST CORNER OF THE HOUSE, 18-1/2 FEET NORTHEAST OF THE
 GA1917'CENTERLINE OF A PRIVATE DRIVEWAY, 61 FEET NORTHWEST OF THE
 GA1917'CENTERLINE OF THE HIGHWAY, 10.2 FEET NORTHEAST OF A FENCE CORNER,
 GA1917'1.2 FEET SOUTHEAST OF A FENCE LINE, AND 6 FEET HIGHER THAN THE
 GA1917'HIGHWAY.  A STANDARD DISK, STAMPED E 114 1935 AND SET IN THE
 GA1917'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GA1917
 GA1917                          STATION RECOVERY (1950)
 GA1917
 GA1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0685 ***********************************************************************
 GA0685  DESIGNATION -  E 115
 GA0685  PID         -  GA0685
 GA0685  STATE/COUNTY-  TN/GREENE
 GA0685  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0685
 GA0685                         *CURRENT SURVEY CONTROL
 GA0685  ___________________________________________________________________
 GA0685* NAD 83(1986)-  36 05 22.     (N)    082 47 55.     (W)     SCALED    
 GA0685* NAVD 88     -       418.471  (meters)    1372.93   (feet)  ADJUSTED  
 GA0685  ___________________________________________________________________
 GA0685  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0685  DYNAMIC HT  -         418.070 (meters)    1371.62  (feet)  COMP
 GA0685  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 GA0685
 GA0685  VERT ORDER  -  SECOND    CLASS 0
 GA0685
 GA0685.The horizontal coordinates were scaled from a topographic map and have
 GA0685.an estimated accuracy of +/- 6 seconds.
 GA0685
 GA0685.The orthometric height was determined by differential leveling
 GA0685.and adjusted by the National Geodetic Survey in June 1991..
 GA0685
 GA0685.The geoid height was determined by GEOID03.
 GA0685
 GA0685.The dynamic height is computed by dividing the NAVD 88
 GA0685.geopotential number by the normal gravity value computed on the
 GA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0685.degrees latitude (g = 980.6199 gals.).
 GA0685
 GA0685.The modeled gravity was interpolated from observed gravity values.
 GA0685
 GA0685;                    North         East    Units  Estimated Accuracy
 GA0685;SPC TN       -   199,560.      888,260.      MT  (+/- 180 meters Scaled)
 GA0685
 GA0685                          SUPERSEDED SURVEY CONTROL
 GA0685
 GA0685  NGVD 29 (??/??/92)  418.592  (m)         1373.33   (f) ADJ UNCH    2 0
 GA0685
 GA0685.Superseded values are not recommended for survey control.
 GA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0685.See file dsdata.txt to determine how the superseded data were derived.
 GA0685
 GA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV380953(NAD 83)
 GA0685_MARKER: DB = BENCH MARK DISK
 GA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0685_STAMPING: E 115 1935
 GA0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0685+STABILITY: SURFACE MOTION
 GA0685
 GA0685  HISTORY     - Date     Condition        Report By
 GA0685  HISTORY     - 1935     MONUMENTED       CGS
 GA0685  HISTORY     - 1935     GOOD             TVA
 GA0685
 GA0685                          STATION DESCRIPTION
 GA0685
 GA0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0685'3 MI SW FROM JONES BRIDGE.
 GA0685'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0685'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 2.0
 GA0685'MILES SOUTHWEST ALONG THE OLD JONESBORO HIGHWAY, 0.2 MILE SOUTHWEST
 GA0685'OF THE JUNCTION OF A ROAD LEADING NORTH, AT THE PERRY BROYLES
 GA0685'RESIDENCE, 62 YARDS NORTHWEST ACROSS THE HIGHWAY FROM THE FRONT
 GA0685'STEPS, 17.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.6
 GA0685'FEET SOUTHWEST OF A 20-INCH CATALPA TREE, 2.8 FEET EAST OF A SOUTH
 GA0685'FENCE CORNER, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 GA0685'DISK, STAMPED E 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0685'PROJECTING 2 INCHES ABOVE GROUND.
 GA0685
 GA0685                          STATION RECOVERY (1935)
 GA0685
 GA0685'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1935
 GA0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0589 ***********************************************************************
 GA0589  CBN         -  This is a Cooperative Base Network Control Station.
 GA0589  DESIGNATION -  E 116
 GA0589  PID         -  GA0589
 GA0589  STATE/COUNTY-  TN/WASHINGTON
 GA0589  USGS QUAD   -  JONESBOROUGH (1968)
 GA0589
 GA0589                         *CURRENT SURVEY CONTROL
 GA0589  ___________________________________________________________________
 GA0589* NAD 83(1995)-  36 15 01.16332(N)    082 28 33.11611(W)     ADJUSTED  
 GA0589* NAVD 88     -       527.987  (meters)    1732.24   (feet)  ADJUSTED  
 GA0589  ___________________________________________________________________
 GA0589  X           -     674,363.697 (meters)                     COMP
 GA0589  Y           -  -5,105,681.029 (meters)                     COMP
 GA0589  Z           -   3,750,921.005 (meters)                     COMP
 GA0589  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA0589  ELLIP HEIGHT-         496.62  (meters)          (08/03/04) GPS OBS
 GA0589  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0589  DYNAMIC HT  -         527.482 (meters)    1730.58  (feet)  COMP
 GA0589  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 GA0589
 GA0589  HORZ ORDER  -  A
 GA0589  VERT ORDER  -  SECOND    CLASS 0
 GA0589  ELLP ORDER  -  FOURTH    CLASS I
 GA0589
 GA0589.The horizontal coordinates were established by GPS observations
 GA0589.and adjusted by the National Geodetic Survey in August 2004..
 GA0589
 GA0589.The orthometric height was determined by differential leveling
 GA0589.and adjusted by the National Geodetic Survey in June 1991..
 GA0589
 GA0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0589
 GA0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0589
 GA0589.The ellipsoidal height was determined by GPS observations
 GA0589.and is referenced to NAD 83.
 GA0589
 GA0589.The geoid height was determined by GEOID03.
 GA0589
 GA0589.The dynamic height is computed by dividing the NAVD 88
 GA0589.geopotential number by the normal gravity value computed on the
 GA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0589.degrees latitude (g = 980.6199 gals.).
 GA0589
 GA0589.The modeled gravity was interpolated from observed gravity values.
 GA0589
 GA0589;                    North         East     Units Scale Factor Converg.
 GA0589;SPC TN       -   218,392.606   916,665.286   MT  0.99997472   +2 03 47.4
 GA0589;SPC TN       -   716,509.74  3,007,426.03   sFT  0.99997472   +2 03 47.4
 GA0589;UTM  17      - 4,012,723.501   367,400.936   MT  0.99981664   -0 52 22.2
 GA0589
 GA0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0589!SPC TN       -   0.99992206  x   0.99997472  =   0.99989679
 GA0589!UTM  17      -   0.99992206  x   0.99981664  =   0.99973872
 GA0589
 GA0589                          SUPERSEDED SURVEY CONTROL
 GA0589
 GA0589  NAVD 88 (08/03/04)  527.99   (m)         1732.2    (f) LEVELING    3  
 GA0589  NGVD 29 (??/??/92)  528.130  (m)         1732.71   (f) ADJ UNCH    2 0
 GA0589
 GA0589.Superseded values are not recommended for survey control.
 GA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0589.See file dsdata.txt to determine how the superseded data were derived.
 GA0589
 GA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6740112724(NAD 83)
 GA0589_MARKER: DB = BENCH MARK DISK
 GA0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0589_STAMPING: E 116 1935
 GA0589_MARK LOGO: CGS   
 GA0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0589+STABILITY: SURFACE MOTION
 GA0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0589+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA0589
 GA0589  HISTORY     - Date     Condition        Report By
 GA0589  HISTORY     - 1935     MONUMENTED       CGS
 GA0589  HISTORY     - 1979     GOOD             TVA
 GA0589  HISTORY     - 20031010 GOOD             TNDT
 GA0589
 GA0589                          STATION DESCRIPTION
 GA0589
 GA0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0589'4.1 MI S FROM JONESBORO.
 GA0589'4.1 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0589'JONESBORO, WASHINGTON COUNTY, 27 YARDS WEST OF THE JUNCTION OF
 GA0589'A ROAD LEADING NORTHEAST, 43 FEET NORTHWEST OF AN ABANDONED
 GA0589'SERVICE STATION, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA0589'HIGHWAY, 8-1/2 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 GA0589'NORTHEAST OF A FENCE LINE, AND 2 FEET LOWER THAN THE HIGHWAY.
 GA0589'A STANDARD DISK, STAMPED E 116 1935 AND SET IN THE TOP OF A
 GA0589'CONCRETE POST.
 GA0589
 GA0589                          STATION RECOVERY (1979)
 GA0589
 GA0589'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0589'LOCATED 4.1 MILES SOUTH OF POST OFFICE AT JONESBORO BY HIGHWAY, ALONG
 GA0589'STATE HIGHWAY 81, 42 FEET WEST OF NORTHWEST CORNER OF OLD GARAGE, 27
 GA0589'YARDS WEST OF CENTERLINE OF JUNCTION OF GRAVEL ROAD TO NORTHEAST, 34
 GA0589'FEET SOUTH OF CENTERLINE OF HIGHWAY 81, 2 FEET BELOW LEVEL OF
 GA0589'HIGHWAY, AT GROUND LEVEL IN GARDEN PLOT. A STANDARD USC AND GS DISK,
 GA0589'STAMPED E 116 1935 AND SET ON TOP OF A CONCRETE POST.
 GA0589
 GA0589                          STATION RECOVERY (2003)
 GA0589
 GA0589'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA0589'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0696 ***********************************************************************
 GA0696  DESIGNATION -  E 117
 GA0696  PID         -  GA0696
 GA0696  STATE/COUNTY-  TN/GREENE
 GA0696  USGS QUAD   -  CHUCKEY (1971)
 GA0696
 GA0696                         *CURRENT SURVEY CONTROL
 GA0696  ___________________________________________________________________
 GA0696* NAD 83(1986)-  36 08 11.     (N)    082 38 48.     (W)     SCALED    
 GA0696* NAVD 88     -       464.096  (meters)    1522.62   (feet)  ADJUSTED  
 GA0696  ___________________________________________________________________
 GA0696  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0696  DYNAMIC HT  -         463.647 (meters)    1521.15  (feet)  COMP
 GA0696  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 GA0696
 GA0696  VERT ORDER  -  SECOND    CLASS 0
 GA0696
 GA0696.The horizontal coordinates were scaled from a topographic map and have
 GA0696.an estimated accuracy of +/- 6 seconds.
 GA0696
 GA0696.The orthometric height was determined by differential leveling
 GA0696.and adjusted by the National Geodetic Survey in June 1991..
 GA0696
 GA0696.The geoid height was determined by GEOID03.
 GA0696
 GA0696.The dynamic height is computed by dividing the NAVD 88
 GA0696.geopotential number by the normal gravity value computed on the
 GA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0696.degrees latitude (g = 980.6199 gals.).
 GA0696
 GA0696.The modeled gravity was interpolated from observed gravity values.
 GA0696
 GA0696;                    North         East    Units  Estimated Accuracy
 GA0696;SPC TN       -   205,220.      901,760.      MT  (+/- 180 meters Scaled)
 GA0696
 GA0696                          SUPERSEDED SURVEY CONTROL
 GA0696
 GA0696  NGVD 29 (??/??/92)  464.228  (m)         1523.05   (f) ADJ UNCH    2 0
 GA0696
 GA0696.Superseded values are not recommended for survey control.
 GA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0696.See file dsdata.txt to determine how the superseded data were derived.
 GA0696
 GA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA518003(NAD 83)
 GA0696_MARKER: DB = BENCH MARK DISK
 GA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0696_STAMPING: E 117 1935
 GA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0696+STABILITY: SURFACE MOTION
 GA0696
 GA0696  HISTORY     - Date     Condition        Report By
 GA0696  HISTORY     - 1935     MONUMENTED       CGS
 GA0696  HISTORY     - 1955     GOOD             NGS
 GA0696
 GA0696                          STATION DESCRIPTION
 GA0696
 GA0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0696'AT PLEASANT HILL.
 GA0696'AT PLEASANT HILL, GREENE COUNTY, AT THE MAIN ROAD INTERSECTION,
 GA0696'75 YARDS SOUTHEAST OF A CHURCH, 69 FEET NORTHWEST OF THE ROAD
 GA0696'INTERSECTION, 56.5 FEET WEST OF THE CENTERLINE OF THE CHUCKY
 GA0696'HIGHWAY, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, 32 FEET
 GA0696'SOUTHEAST OF A 50-INCH OAK TREE, 6.3 FEET NORTHEAST OF AN 8-INCH
 GA0696'OAK TREE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0696'STAMPED E 117 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA0696'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1930 ***********************************************************************
 GA1930  DESIGNATION -  E 119
 GA1930  PID         -  GA1930
 GA1930  STATE/COUNTY-  TN/GREENE
 GA1930  USGS QUAD   -  MOHAWK (1980)
 GA1930
 GA1930                         *CURRENT SURVEY CONTROL
 GA1930  ___________________________________________________________________
 GA1930* NAD 83(1986)-  36 10 20.     (N)    083 06 18.     (W)     SCALED    
 GA1930* NAVD 88     -       335.981  (meters)    1102.30   (feet)  ADJUSTED  
 GA1930  ___________________________________________________________________
 GA1930  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1930  DYNAMIC HT  -         335.671 (meters)    1101.28  (feet)  COMP
 GA1930  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA1930
 GA1930  VERT ORDER  -  SECOND    CLASS 0
 GA1930
 GA1930.The horizontal coordinates were scaled from a topographic map and have
 GA1930.an estimated accuracy of +/- 6 seconds.
 GA1930
 GA1930.The orthometric height was determined by differential leveling
 GA1930.and adjusted by the National Geodetic Survey in June 1991..
 GA1930
 GA1930.The geoid height was determined by GEOID03.
 GA1930
 GA1930.The dynamic height is computed by dividing the NAVD 88
 GA1930.geopotential number by the normal gravity value computed on the
 GA1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1930.degrees latitude (g = 980.6199 gals.).
 GA1930
 GA1930.The modeled gravity was interpolated from observed gravity values.
 GA1930
 GA1930;                    North         East    Units  Estimated Accuracy
 GA1930;SPC TN       -   207,880.      860,410.      MT  (+/- 180 meters Scaled)
 GA1930
 GA1930                          SUPERSEDED SURVEY CONTROL
 GA1930
 GA1930  NGVD 29 (??/??/92)  336.141  (m)         1102.82   (f) ADJ UNCH    2 0
 GA1930
 GA1930.Superseded values are not recommended for survey control.
 GA1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1930.See file dsdata.txt to determine how the superseded data were derived.
 GA1930
 GA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA106051(NAD 83)
 GA1930_MARKER: DB = BENCH MARK DISK
 GA1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1930_STAMPING: E 119 1935
 GA1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1930+STABILITY: SURFACE MOTION
 GA1930
 GA1930  HISTORY     - Date     Condition        Report By
 GA1930  HISTORY     - 1935     MONUMENTED       CGS
 GA1930
 GA1930                          STATION DESCRIPTION
 GA1930
 GA1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1930'3.1 MI NE FROM BEULAH.
 GA1930'3.1 MILES NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1930'BEULAH, AT THE H.H. SIZEMORE RESIDENCE, 42 YARDS SOUTH OF THE
 GA1930'SOUTHWEST CORNER OF THE HOUSE, 18 YARDS NORTH ACROSS THE ROAD FROM
 GA1930'THE GARAGE, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9 YARDS
 GA1930'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT HIGHER THAN THE ROAD,
 GA1930'1.4 MILES NORTHWEST OF THULA, 0.6 MILE SOUTHWEST OF FAIRVIEW
 GA1930'CHURCH, 57 FEET N-NW OF THE NORTHEAST CORNER OF GARAGE, 13 FEET
 GA1930'W-SW OF THE CENTERLINE OF DRIVEWAY, AND 1-1/2 FEET E-SE OF A
 GA1930'4 IN MAPLE TREE.  A STANDARD DISK, STAMPED E 119 1935 AND SET IN
 GA1930'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0414 ***********************************************************************
 GA0414  DESIGNATION -  E 12
 GA0414  PID         -  GA0414
 GA0414  STATE/COUNTY-  TN/CARTER
 GA0414  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0414
 GA0414                         *CURRENT SURVEY CONTROL
 GA0414  ___________________________________________________________________
 GA0414* NAD 83(1986)-  36 11 56.     (N)    082 04 07.     (W)     SCALED    
 GA0414* NAVD 88     -       784.706  (meters)    2574.49   (feet)  ADJUSTED  
 GA0414  ___________________________________________________________________
 GA0414  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA0414  DYNAMIC HT  -         783.899 (meters)    2571.84  (feet)  COMP
 GA0414  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 GA0414
 GA0414  VERT ORDER  -  FIRST     CLASS II
 GA0414
 GA0414.The horizontal coordinates were scaled from a topographic map and have
 GA0414.an estimated accuracy of +/- 6 seconds.
 GA0414
 GA0414.The orthometric height was determined by differential leveling
 GA0414.and adjusted by the National Geodetic Survey in June 1991..
 GA0414
 GA0414.The geoid height was determined by GEOID03.
 GA0414
 GA0414.The dynamic height is computed by dividing the NAVD 88
 GA0414.geopotential number by the normal gravity value computed on the
 GA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0414.degrees latitude (g = 980.6199 gals.).
 GA0414
 GA0414.The modeled gravity was interpolated from observed gravity values.
 GA0414
 GA0414;                    North         East    Units  Estimated Accuracy
 GA0414;SPC TN       -   214,080.      953,470.      MT  (+/- 180 meters Scaled)
 GA0414
 GA0414                          SUPERSEDED SURVEY CONTROL
 GA0414
 GA0414  NGVD 29 (??/??/92)  784.811  (m)         2574.83   (f) ADJ UNCH    1 2
 GA0414
 GA0414.Superseded values are not recommended for survey control.
 GA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0414.See file dsdata.txt to determine how the superseded data were derived.
 GA0414
 GA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA039065(NAD 83)
 GA0414_MARKER: DB = BENCH MARK DISK
 GA0414_SETTING: 66 = SET IN ROCK OUTCROP
 GA0414_SP_SET: SET IN ROCK OUTCROP
 GA0414_STAMPING: 2575.018 E 12 1933
 GA0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0414+STABILITY: POSITION/ELEVATION WELL
 GA0414
 GA0414  HISTORY     - Date     Condition        Report By
 GA0414  HISTORY     - 1933     MONUMENTED       CGS
 GA0414
 GA0414                          STATION DESCRIPTION
 GA0414
 GA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0414'AT ROAN MOUNTAIN.
 GA0414'AT ROAN MOUNTAIN, CARTER COUNTY, 495 FEET EAST OF THE EAST
 GA0414'TENNESSEE AND WESTERN NORTH CAROLINA RAILROAD STATION, 12 FEET
 GA0414'NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET HIGHER THAN THE RAIL,
 GA0414'AND IN THE TOP OF A ROCK IN THE SIDE OF A CUT.  A STANDARD DISK,
 GA0414'STAMPED 2575.018 E 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1116 ***********************************************************************
 FB1116  DESIGNATION -  E 121
 FB1116  PID         -  FB1116
 FB1116  STATE/COUNTY-  TN/GREENE
 FB1116  USGS QUAD   -  PAINT ROCK (1991)
 FB1116
 FB1116                         *CURRENT SURVEY CONTROL
 FB1116  ___________________________________________________________________
 FB1116* NAD 83(1986)-  35 58 35.     (N)    082 52 55.     (W)     SCALED    
 FB1116* NAVD 88     -       525.20   (+/-2cm)    1723.1    (feet)  VERTCON   
 FB1116  ___________________________________________________________________
 FB1116  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1116
 FB1116  VERT ORDER  -  ? (See Below)
 FB1116
 FB1116.The horizontal coordinates were scaled from a topographic map and have
 FB1116.an estimated accuracy of +/- 6 seconds.
 FB1116
 FB1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1116.The vertical order pertains to the NGVD 29 superseded value.
 FB1116
 FB1116.The geoid height was determined by GEOID03.
 FB1116
 FB1116;                    North         East    Units  Estimated Accuracy
 FB1116;SPC TN       -   186,780.      881,160.      MT  (+/- 180 meters Scaled)
 FB1116
 FB1116                          SUPERSEDED SURVEY CONTROL
 FB1116
 FB1116  NGVD 29 (??/??/92)  525.318  (m)         1723.48   (f) ADJ UNCH    ?  
 FB1116
 FB1116.Superseded values are not recommended for survey control.
 FB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1116.See file dsdata.txt to determine how the superseded data were derived.
 FB1116
 FB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV303829(NAD 83)
 FB1116_MARKER: DB = BENCH MARK DISK
 FB1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1116_STAMPING: E 121 1935
 FB1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1116+STABILITY: SURFACE MOTION
 FB1116
 FB1116  HISTORY     - Date     Condition        Report By
 FB1116  HISTORY     - 1935     MONUMENTED       CGS
 FB1116  HISTORY     - 1955     GOOD             NGS
 FB1116
 FB1116                          STATION DESCRIPTION
 FB1116
 FB1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1116'10.3 MI NE FROM WOLF CREEK.
 FB1116'IN GREENE COUNTY, 10.3 MILES NORTHEAST ALONG THE COVE CREEK
 FB1116'ROAD FROM WOLF CREEK, COCKE COUNTY, ADJOINING THE PROPERTY OF T.W.
 FB1116'WHITEHURST, 118 FEET WEST OF THE A.W. MILLS RESIDENCE, 75 FEET
 FB1116'SOUTHWEST OF A BARN, 80.7 FEET NORTHWEST OF THE WEST END OF THE
 FB1116'NORTH HEADWALL OF A CONCRETE CULVERT, 61 FEET EAST OF A POLE,
 FB1116'45 FEET NORTHEAST OF COVE CREEK, 8 FEET SOUTHWEST OF A SORGHUM MILL,
 FB1116'4 FEET NORTHEAST OF THE ROAD, AND 4 FEET SOUTH OF A FENCE CORNER.
 FB1116'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST
 FB1116'AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1374 ***********************************************************************
 FB1374  DESIGNATION -  E 122 X
 FB1374  PID         -  FB1374
 FB1374  STATE/COUNTY-  TN/JEFFERSON
 FB1374  USGS QUAD   -  SHADY GROVE (1980)
 FB1374
 FB1374                         *CURRENT SURVEY CONTROL
 FB1374  ___________________________________________________________________
 FB1374* NAD 83(1986)-  35 58 11.     (N)    083 23 51.     (W)     SCALED    
 FB1374* NAVD 88     -       309.36   (+/-2cm)    1015.0    (feet)  VERTCON   
 FB1374  ___________________________________________________________________
 FB1374  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1374
 FB1374  VERT ORDER  -  ? (See Below)
 FB1374
 FB1374.The horizontal coordinates were scaled from a topographic map and have
 FB1374.an estimated accuracy of +/- 6 seconds.
 FB1374
 FB1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1374.The vertical order pertains to the NGVD 29 superseded value.
 FB1374
 FB1374.The geoid height was determined by GEOID03.
 FB1374
 FB1374;                    North         East    Units  Estimated Accuracy
 FB1374;SPC TN       -   184,680.      834,700.      MT  (+/- 180 meters Scaled)
 FB1374
 FB1374                          SUPERSEDED SURVEY CONTROL
 FB1374
 FB1374  NGVD 29 (??/??/92)  309.530  (m)         1015.52   (f) ADJ UNCH    ?  
 FB1374
 FB1374.Superseded values are not recommended for survey control.
 FB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1374.See file dsdata.txt to determine how the superseded data were derived.
 FB1374
 FB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV838832(NAD 83)
 FB1374_MARKER: DB = BENCH MARK DISK
 FB1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1374+STABILITY: SURFACE MOTION
 FB1374
 FB1374  HISTORY     - Date     Condition        Report By
 FB1374  HISTORY     - UNK      MONUMENTED       CGS
 FB1374  HISTORY     - 1949     GOOD             NGS
 FB1374
 FB1374                          STATION DESCRIPTION
 FB1374
 FB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1374'4.1 MI SE FROM DANDRIDGE.
 FB1374'4.1 MILES SOUTHEAST OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1374'COUNTY, 1.6 MILES NORTHWEST OF SANDY RIDGE, ON THE J.J. GADIS
 FB1374'PROPERTY, 83.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FB1374'HOUSE, 46.9 FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE
 FB1374'FOUNDATION OF A SHED ADDED TO THE LARGE BARN, 27 FEET NORTHWEST
 FB1374'OF A FENCE CORNER, 24 FEET WEST OF THE ROAD, 11 FEET EAST OF A
 FB1374'SHED, AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS SIGN.  A STANDARD
 FB1374'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1329 ***********************************************************************
 FB1329  DESIGNATION -  E 125
 FB1329  PID         -  FB1329
 FB1329  STATE/COUNTY-  TN/COCKE
 FB1329  USGS QUAD   -  HARTFORD (1968)
 FB1329
 FB1329                         *CURRENT SURVEY CONTROL
 FB1329  ___________________________________________________________________
 FB1329* NAD 83(1986)-  35 48 59.     (N)    083 08 38.     (W)     SCALED    
 FB1329* NAVD 88     -       383.783  (meters)    1259.13   (feet)  ADJUSTED  
 FB1329  ___________________________________________________________________
 FB1329  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB1329  DYNAMIC HT  -         383.407 (meters)    1257.89  (feet)  COMP
 FB1329  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 FB1329
 FB1329  VERT ORDER  -  SECOND    CLASS 0
 FB1329
 FB1329.The horizontal coordinates were scaled from a topographic map and have
 FB1329.an estimated accuracy of +/- 6 seconds.
 FB1329
 FB1329.The orthometric height was determined by differential leveling
 FB1329.and adjusted by the National Geodetic Survey in June 1991..
 FB1329
 FB1329.The geoid height was determined by GEOID03.
 FB1329
 FB1329.The dynamic height is computed by dividing the NAVD 88
 FB1329.geopotential number by the normal gravity value computed on the
 FB1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1329.degrees latitude (g = 980.6199 gals.).
 FB1329
 FB1329.The modeled gravity was interpolated from observed gravity values.
 FB1329
 FB1329;                    North         East    Units  Estimated Accuracy
 FB1329;SPC TN       -   168,310.      858,060.      MT  (+/- 180 meters Scaled)
 FB1329
 FB1329                          SUPERSEDED SURVEY CONTROL
 FB1329
 FB1329  NGVD 29 (??/??/92)  383.932  (m)         1259.62   (f) ADJ UNCH    2 0
 FB1329
 FB1329.Superseded values are not recommended for survey control.
 FB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1329.See file dsdata.txt to determine how the superseded data were derived.
 FB1329
 FB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV063657(NAD 83)
 FB1329_MARKER: DB = BENCH MARK DISK
 FB1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1329_STAMPING: E 215 1935
 FB1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1329+STABILITY: SURFACE MOTION
 FB1329
 FB1329  HISTORY     - Date     Condition        Report By
 FB1329  HISTORY     - 1935     MONUMENTED       CGS
 FB1329  HISTORY     - 1961     GOOD             NGS
 FB1329
 FB1329                          STATION DESCRIPTION
 FB1329
 FB1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1329'AT HARTFORD.
 FB1329'AT HARTFORD, COCKE COUNTY, AT THE JUNCTION OF THE CRIPPLE CREEK
 FB1329'ROAD AND THE HARTFORD PIKE, 50 FEET SOUTHWEST OF THE JUNCTION,
 FB1329'AT THE POST OFFICE, 23.2 FEET WEST OF THE NORTHWEST CORNER, ON
 FB1329'THE PROPERTY OF R.B. LAW, 6.1 FEET NORTHWEST OF THE NORTHWEST
 FB1329'CORNER OF THE HOUSE, 11 FEET SOUTH OF THE CRIPPLE CREEK ROAD,
 FB1329'AND 6 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE HEDGE AT
 FB1329'THE NORTHWEST CORNER OF THE YARD.  A STANDARD DISK, STAMPED E
 FB1329'125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1352 ***********************************************************************
 FB1352  DESIGNATION -  E 126
 FB1352  PID         -  FB1352
 FB1352  STATE/COUNTY-  TN/COCKE
 FB1352  USGS QUAD   -  WATERVILLE (1968)
 FB1352
 FB1352                         *CURRENT SURVEY CONTROL
 FB1352  ___________________________________________________________________
 FB1352* NAD 83(1986)-  35 48 43.     (N)    083 02 16.     (W)     SCALED    
 FB1352* NAVD 88     -       705.76   (+/-2cm)    2315.5    (feet)  VERTCON   
 FB1352  ___________________________________________________________________
 FB1352  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FB1352
 FB1352  VERT ORDER  -  ? (See Below)
 FB1352
 FB1352.The horizontal coordinates were scaled from a topographic map and have
 FB1352.an estimated accuracy of +/- 6 seconds.
 FB1352
 FB1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1352.The vertical order pertains to the NGVD 29 superseded value.
 FB1352
 FB1352.The geoid height was determined by GEOID03.
 FB1352
 FB1352;                    North         East    Units  Estimated Accuracy
 FB1352;SPC TN       -   168,100.      867,660.      MT  (+/- 180 meters Scaled)
 FB1352
 FB1352                          SUPERSEDED SURVEY CONTROL
 FB1352
 FB1352  NGVD 29 (??/??/92)  705.863  (m)         2315.82   (f) ADJ UNCH    ?  
 FB1352
 FB1352.Superseded values are not recommended for survey control.
 FB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1352.See file dsdata.txt to determine how the superseded data were derived.
 FB1352
 FB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV158650(NAD 83)
 FB1352_MARKER: DB = BENCH MARK DISK
 FB1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1352_STAMPING: E 126 1935
 FB1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1352+STABILITY: SURFACE MOTION
 FB1352
 FB1352  HISTORY     - Date     Condition        Report By
 FB1352  HISTORY     - 1935     MONUMENTED       CGS
 FB1352  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1352
 FB1352                          STATION DESCRIPTION
 FB1352
 FB1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1352'1.8 MI S FROM NEW PROSPECT SCHOOL.
 FB1352'1.8 MILES SOUTH ALONG THE GULF FORK ROAD FROM THE ROAD JUNCTION
 FB1352'AT NEW PROSPECT SCHOOL, COCKE COUNTY, 300 FEET NORTH OF THE
 FB1352'JUNCTION OF A Y-ROAD LEADING SOUTHWEST, ON THE PROPERTY OF
 FB1352'CHAMPION FIBER CO., 300 FEET SOUTHWEST OF THE CREEK, 30 FEET
 FB1352'WEST OF THE ROAD, 15.6 FEET SOUTHWEST OF A 24-INCH STUMP, 15.6
 FB1352'FEET NORTHEAST OF ANOTHER 24-INCH STUMP, 15.6 FEET SOUTH OF A
 FB1352'16-INCH PAINTED HEMLOCK TREE, AND AT THE WEST EDGE OF A CLEARING.
 FB1352'A STANDARD DISK, STAMPED E 126 1935 AND SET IN THE TOP OF A
 FB1352'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2058 ***********************************************************************
 FB2058  DESIGNATION -  E 127
 FB2058  PID         -  FB2058
 FB2058  STATE/COUNTY-  TN/SEVIER
 FB2058  USGS QUAD   -  PIGEON FORGE (1970)
 FB2058
 FB2058                         *CURRENT SURVEY CONTROL
 FB2058  ___________________________________________________________________
 FB2058* NAD 83(1986)-  35 46 00.     (N)    083 35 46.     (W)     SCALED    
 FB2058* NAVD 88     -       365.63   (+/-2cm)    1199.6    (feet)  VERTCON   
 FB2058  ___________________________________________________________________
 FB2058  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2058
 FB2058  VERT ORDER  -  ? (See Below)
 FB2058
 FB2058.The horizontal coordinates were scaled from a topographic map and have
 FB2058.an estimated accuracy of +/- 6 seconds.
 FB2058
 FB2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2058.The vertical order pertains to the NGVD 29 superseded value.
 FB2058
 FB2058.The geoid height was determined by GEOID03.
 FB2058
 FB2058;                    North         East    Units  Estimated Accuracy
 FB2058;SPC TN       -   161,700.      817,350.      MT  (+/- 180 meters Scaled)
 FB2058
 FB2058                          SUPERSEDED SURVEY CONTROL
 FB2058
 FB2058  NGVD 29 (??/??/92)  365.737  (m)         1199.92   (f) ADJ UNCH    ?  
 FB2058
 FB2058.Superseded values are not recommended for survey control.
 FB2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2058.See file dsdata.txt to determine how the superseded data were derived.
 FB2058
 FB2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653611(NAD 83)
 FB2058_MARKER: DB = BENCH MARK DISK
 FB2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2058_STAMPING: E 127 1935
 FB2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2058+STABILITY: SURFACE MOTION
 FB2058
 FB2058  HISTORY     - Date     Condition        Report By
 FB2058  HISTORY     - 1935     MONUMENTED       CGS
 FB2058  HISTORY     - 1949     GOOD             NGS
 FB2058  HISTORY     - 1972     GOOD             TVA
 FB2058
 FB2058                          STATION DESCRIPTION
 FB2058
 FB2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2058'11.7 MI S FROM SEVIERVILLE.
 FB2058'11.7 MILES SOUTH OF SEVIERVILLE, 5.2 MILES SOUTHWEST ALONG THE
 FB2058'LITTLE COVE CREEK ROAD FROM THE POST OFFICE AT PIGEON FORGE, 200
 FB2058'FEET EAST OF THE H.L. WALKER HOUSE, 110 FEET NORTHWEST OF THE
 FB2058'JUNCTION OF A SMALL STREAM AND LITTLE COVE CREEK, 60 FEET SOUTHEAST
 FB2058'OF A LARGE BARN, 50 FEET NORTH OF LITTLE COVE CREEK, 32.7 FEET
 FB2058'WEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER THE STREAM, 12
 FB2058'FEET SOUTH OF THE ROAD, 8.6 FEET SOUTH OF THE NORTHEAST CORNER
 FB2058'OF A GARDEN, AND 1.0 FOOT WEST OF THE GARDEN FENCE.  A STANDARD
 FB2058'DISK, STAMPED E 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2058'NOTE-- CONTROL MARKER SIGN SET 1.0 FT SOUTH OF MONUMENT.
 FB2058
 FB2058                          STATION RECOVERY (1972)
 FB2058
 FB2058'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1799 ***********************************************************************
 GA1799  DESIGNATION -  E 129
 GA1799  PID         -  GA1799
 GA1799  STATE/COUNTY-  TN/HAMBLEN
 GA1799  USGS QUAD   -  MORRISTOWN (1979)
 GA1799
 GA1799                         *CURRENT SURVEY CONTROL
 GA1799  ___________________________________________________________________
 GA1799* NAD 83(1986)-  36 11 57.     (N)    083 19 58.     (W)     SCALED    
 GA1799* NAVD 88     -       398.978  (meters)    1308.98   (feet)  ADJUSTED  
 GA1799  ___________________________________________________________________
 GA1799  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1799  DYNAMIC HT  -         398.610 (meters)    1307.77  (feet)  COMP
 GA1799  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 GA1799
 GA1799  VERT ORDER  -  FIRST     CLASS I
 GA1799
 GA1799.The horizontal coordinates were scaled from a topographic map and have
 GA1799.an estimated accuracy of +/- 6 seconds.
 GA1799
 GA1799.The orthometric height was determined by differential leveling
 GA1799.and adjusted by the National Geodetic Survey in June 1991..
 GA1799
 GA1799.The geoid height was determined by GEOID03.
 GA1799
 GA1799.The dynamic height is computed by dividing the NAVD 88
 GA1799.geopotential number by the normal gravity value computed on the
 GA1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1799.degrees latitude (g = 980.6199 gals.).
 GA1799
 GA1799.The modeled gravity was interpolated from observed gravity values.
 GA1799
 GA1799;                    North         East    Units  Estimated Accuracy
 GA1799;SPC TN       -   210,280.      839,840.      MT  (+/- 180 meters Scaled)
 GA1799
 GA1799                          SUPERSEDED SURVEY CONTROL
 GA1799
 GA1799  NGVD 29 (??/??/92)  399.104  (m)         1309.39   (f) ADJ UNCH    1 1
 GA1799
 GA1799.Superseded values are not recommended for survey control.
 GA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1799.See file dsdata.txt to determine how the superseded data were derived.
 GA1799
 GA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA902085(NAD 83)
 GA1799_MARKER: DB = BENCH MARK DISK
 GA1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1799_STAMPING: E 129 1936
 GA1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1799+STABILITY: SURFACE MOTION
 GA1799
 GA1799  HISTORY     - Date     Condition        Report By
 GA1799  HISTORY     - 1936     MONUMENTED       CGS
 GA1799  HISTORY     - 1967     GOOD             NGS
 GA1799
 GA1799                          STATION DESCRIPTION
 GA1799
 GA1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1799'2.4 MI SW FROM MORRISTOWN.
 GA1799'ABOUT 2.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA1799'CROSSING OF HENRY STREET AT MORRISTOWN, 163 FEET SOUTH OF THE
 GA1799'CENTER OF THE CROSSING OF NEW LINE STREET, IN THE YARD FOR A
 GA1799'ONE-STORY WHITE FRAME HOUSE, 41 FEET SOUTHWEST OF THE CENTER LINE
 GA1799'OF THE STREET, 32 FEET SOUTHEAST OF THE EAST CORNER OF THE HOUSE,
 GA1799'5.3 FEET NORTHEAST OF THE EAST CORNER OF A SMALL BRICK FIRE PLACE,
 GA1799'0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GA1799'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GA1799'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0768 ***********************************************************************
 GD0768  DESIGNATION -  E 13
 GD0768  PID         -  GD0768
 GD0768  STATE/COUNTY-  TN/LAKE
 GD0768  USGS QUAD   -  RIDGELY (1981)
 GD0768
 GD0768                         *CURRENT SURVEY CONTROL
 GD0768  ___________________________________________________________________
 GD0768* NAD 83(1986)-  36 21 08.     (N)    089 24 19.     (W)     SCALED    
 GD0768* NAVD 88     -        88.253  (meters)     289.54   (feet)  ADJUSTED  
 GD0768  ___________________________________________________________________
 GD0768  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0768  DYNAMIC HT  -          88.181 (meters)     289.31  (feet)  COMP
 GD0768  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 GD0768
 GD0768  VERT ORDER  -  SECOND    CLASS 0
 GD0768
 GD0768.The horizontal coordinates were scaled from a topographic map and have
 GD0768.an estimated accuracy of +/- 6 seconds.
 GD0768
 GD0768.The orthometric height was determined by differential leveling
 GD0768.and adjusted by the National Geodetic Survey in June 1991..
 GD0768
 GD0768.The geoid height was determined by GEOID03.
 GD0768
 GD0768.The dynamic height is computed by dividing the NAVD 88
 GD0768.geopotential number by the normal gravity value computed on the
 GD0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0768.degrees latitude (g = 980.6199 gals.).
 GD0768
 GD0768.The modeled gravity was interpolated from observed gravity values.
 GD0768
 GD0768;                    North         East    Units  Estimated Accuracy
 GD0768;SPC TN       -   229,320.      294,400.      MT  (+/- 180 meters Scaled)
 GD0768
 GD0768                          SUPERSEDED SURVEY CONTROL
 GD0768
 GD0768  NGVD 29 (??/??/??)   88.194  (m)          289.35   (f) ADJUSTED    2 0
 GD0768
 GD0768.Superseded values are not recommended for survey control.
 GD0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0768.See file dsdata.txt to determine how the superseded data were derived.
 GD0768
 GD0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF841257(NAD 83)
 GD0768_MARKER: DB = BENCH MARK DISK
 GD0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GD0768_SP_SET: SPILLWAY PIER
 GD0768_STAMPING: E 13 1935
 GD0768_MARK LOGO: CGS   
 GD0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0768+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD0768
 GD0768  HISTORY     - Date     Condition        Report By
 GD0768  HISTORY     - 1935     MONUMENTED       CGS
 GD0768  HISTORY     - 19950627 GOOD             USE
 GD0768  HISTORY     - 20020802 GOOD             USACE
 GD0768
 GD0768                          STATION DESCRIPTION
 GD0768
 GD0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0768'4.7 MI E FROM TIPTONVILLE.
 GD0768'4.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 GD0768'AT TIPTONVILLE, LAKE COUNTY, AT THE SOUTH END OF REELFOOT LAKE,
 GD0768'AT THE UPSTREAM SIDE OF THE CONCRETE SPILLWAY, BETWEEN THE FIRST
 GD0768'AND SECOND GATES FROM THE WEST END, AND IN THE TOP OF THE PIER.
 GD0768'A STANDARD DISK, STAMPED E 13 1935.
 GD0768
 GD0768                          STATION RECOVERY (1995)
 GD0768
 GD0768'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD0768'RECOVERED AS DESCRIBED.
 GD0768
 GD0768                          STATION RECOVERY (2002)
 GD0768
 GD0768'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2230 ***********************************************************************
 GA2230  DESIGNATION -  E 130
 GA2230  PID         -  GA2230
 GA2230  STATE/COUNTY-  TN/KNOX
 GA2230  USGS QUAD   -  JOHN SEVIER (1992)
 GA2230
 GA2230                         *CURRENT SURVEY CONTROL
 GA2230  ___________________________________________________________________
 GA2230* NAD 83(1986)-  36 03 11.     (N)    083 46 29.     (W)     SCALED    
 GA2230* NAVD 88     -       279.218  (meters)     916.07   (feet)  POSTED    
 GA2230  ___________________________________________________________________
 GA2230  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2230  DYNAMIC HT  -         278.960 (meters)     915.22  (feet)  COMP
 GA2230  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2230
 GA2230  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2230
 GA2230.The horizontal coordinates were scaled from a topographic map and have
 GA2230.an estimated accuracy of +/- 6 seconds.
 GA2230
 GA2230.The orthometric height was determined by differential leveling
 GA2230.and adjusted by the National Geodetic Survey in 1992..
 GA2230.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2230.rate of 0.0 thru 1.0 mm/km.
 GA2230
 GA2230.The geoid height was determined by GEOID03.
 GA2230
 GA2230.The dynamic height is computed by dividing the NAVD 88
 GA2230.geopotential number by the normal gravity value computed on the
 GA2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2230.degrees latitude (g = 980.6199 gals.).
 GA2230
 GA2230.The modeled gravity was interpolated from observed gravity values.
 GA2230
 GA2230;                    North         East    Units  Estimated Accuracy
 GA2230;SPC TN       -   193,080.      800,480.      MT  (+/- 180 meters Scaled)
 GA2230
 GA2230                          SUPERSEDED SURVEY CONTROL
 GA2230
 GA2230  NGVD 29 (??/??/92)  279.348  (m)          916.49   (f) ADJ UNCH    1 2
 GA2230
 GA2230.Superseded values are not recommended for survey control.
 GA2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2230.See file dsdata.txt to determine how the superseded data were derived.
 GA2230
 GA2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV500933(NAD 83)
 GA2230_MARKER: DB = BENCH MARK DISK
 GA2230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2230_SP_SET: CULVERT
 GA2230_STAMPING: E 130 1936
 GA2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2230
 GA2230  HISTORY     - Date     Condition        Report By
 GA2230  HISTORY     - 1936     MONUMENTED       CGS
 GA2230  HISTORY     - 1967     GOOD             NGS
 GA2230
 GA2230                          STATION DESCRIPTION
 GA2230
 GA2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2230'11 MI NE FROM KNOXVILLE.
 GA2230'ABOUT 10.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2230'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF A FARM ROAD
 GA2230'OVERPASS, 24 1/2 RAILS NORTHEAST OF MILEPOST 120, AT AN OLD
 GA2230'ABANDONED FARM ROAD CROSSING, SET ON THE TOP OF THE SOUTHEAST END
 GA2230'OF THE NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT
 GA2230'UNDER THE ROAD, 4.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA2230'WESTBOUND TRACK, 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2007 ***********************************************************************
 FB2007  DESIGNATION -  E 132
 FB2007  PID         -  FB2007
 FB2007  STATE/COUNTY-  TN/BLOUNT
 FB2007  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2007
 FB2007                         *CURRENT SURVEY CONTROL
 FB2007  ___________________________________________________________________
 FB2007* NAD 83(1986)-  35 43 08.     (N)    083 55 25.     (W)     SCALED    
 FB2007* NAVD 88     -       319.269  (meters)    1047.47   (feet)  ADJUSTED  
 FB2007  ___________________________________________________________________
 FB2007  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB2007  DYNAMIC HT  -         318.964 (meters)    1046.47  (feet)  COMP
 FB2007  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FB2007
 FB2007  VERT ORDER  -  SECOND    CLASS 0
 FB2007
 FB2007.The horizontal coordinates were scaled from a topographic map and have
 FB2007.an estimated accuracy of +/- 6 seconds.
 FB2007
 FB2007.The orthometric height was determined by differential leveling
 FB2007.and adjusted by the National Geodetic Survey in June 1991..
 FB2007
 FB2007.The geoid height was determined by GEOID03.
 FB2007
 FB2007.The dynamic height is computed by dividing the NAVD 88
 FB2007.geopotential number by the normal gravity value computed on the
 FB2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2007.degrees latitude (g = 980.6199 gals.).
 FB2007
 FB2007.The modeled gravity was interpolated from observed gravity values.
 FB2007
 FB2007;                    North         East    Units  Estimated Accuracy
 FB2007;SPC TN       -   155,720.      787,850.      MT  (+/- 180 meters Scaled)
 FB2007
 FB2007                          SUPERSEDED SURVEY CONTROL
 FB2007
 FB2007  NGVD 29 (??/??/92)  319.375  (m)         1047.82   (f) ADJ UNCH    2 0
 FB2007
 FB2007.Superseded values are not recommended for survey control.
 FB2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2007.See file dsdata.txt to determine how the superseded data were derived.
 FB2007
 FB2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355567(NAD 83)
 FB2007_MARKER: DB = BENCH MARK DISK
 FB2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2007_STAMPING: E 142 1935
 FB2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2007+STABILITY: SURFACE MOTION
 FB2007
 FB2007  HISTORY     - Date     Condition        Report By
 FB2007  HISTORY     - 1935     MONUMENTED       CGS
 FB2007
 FB2007                          STATION DESCRIPTION
 FB2007
 FB2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2007'3.5 MI SE FROM MARYVILLE.
 FB2007'3.5 MILES SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM MARYVILLE,
 FB2007'THENCE, 0.4 MILE SOUTHEAST ALONG WILKINSON PIKE ABOUT 0.3 MILE
 FB2007'NORTH OF CHILHOWEE VIEW SCHOOL, 53.2 FEET NORTHEAST OF THE
 FB2007'NORTHEAST CORNER OF A SMALL OLD UNPAINTED HOUSE, 47.1 FEET
 FB2007'SOUTH OF A WOODEN POWER-TRANSMISSION LINE POLE, 40 FEET NORTHEAST
 FB2007'OF A CONCRETE CISTERN, 20 FEET SOUTHWEST OF THE CENTERLINE OF
 FB2007'THE ROAD, AND 9.2 FEET NORTHWEST OF A 12-INCH MAPLE TREE.  A
 FB2007'STANDARD DISK, STAMPED E 142 1935 AND SET IN THE TOP OF A
 FB2007'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2264 ***********************************************************************
 GA2264  DESIGNATION -  E 132
 GA2264  PID         -  GA2264
 GA2264  STATE/COUNTY-  TN/UNION
 GA2264  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2264
 GA2264                         *CURRENT SURVEY CONTROL
 GA2264  ___________________________________________________________________
 GA2264* NAD 83(1986)-  36 17 14.     (N)    083 48 02.     (W)     SCALED    
 GA2264* NAVD 88     -       324.190  (meters)    1063.61   (feet)  ADJUSTED  
 GA2264  ___________________________________________________________________
 GA2264  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2264  DYNAMIC HT  -         323.895 (meters)    1062.65  (feet)  COMP
 GA2264  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GA2264
 GA2264  VERT ORDER  -  SECOND    CLASS 0
 GA2264
 GA2264.The horizontal coordinates were scaled from a topographic map and have
 GA2264.an estimated accuracy of +/- 6 seconds.
 GA2264
 GA2264.The orthometric height was determined by differential leveling
 GA2264.and adjusted by the National Geodetic Survey in June 1991..
 GA2264
 GA2264.The geoid height was determined by GEOID03.
 GA2264
 GA2264.The dynamic height is computed by dividing the NAVD 88
 GA2264.geopotential number by the normal gravity value computed on the
 GA2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2264.degrees latitude (g = 980.6199 gals.).
 GA2264
 GA2264.The modeled gravity was interpolated from observed gravity values.
 GA2264
 GA2264;                    North         East    Units  Estimated Accuracy
 GA2264;SPC TN       -   219,010.      797,570.      MT  (+/- 180 meters Scaled)
 GA2264
 GA2264                          SUPERSEDED SURVEY CONTROL
 GA2264
 GA2264  NGVD 29 (??/??/92)  324.277  (m)         1063.90   (f) ADJ UNCH    2 0
 GA2264
 GA2264.Superseded values are not recommended for survey control.
 GA2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2264.See file dsdata.txt to determine how the superseded data were derived.
 GA2264
 GA2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA484194(NAD 83)
 GA2264_MARKER: DB = BENCH MARK DISK
 GA2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2264_STAMPING: E 132 1936
 GA2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2264+STABILITY: SURFACE MOTION
 GA2264
 GA2264  HISTORY     - Date     Condition        Report By
 GA2264  HISTORY     - 1936     MONUMENTED       CGS
 GA2264  HISTORY     - 1949     GOOD             NGS
 GA2264  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2264
 GA2264                          STATION DESCRIPTION
 GA2264
 GA2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2264'AT ESCO.
 GA2264'AT ESCO, UNION COUNTY, ON THE HICKORY VALLEY ROAD, AT THE
 GA2264'CROSSROADS, 75 YARDS NORTH OF THE ESCO SERVICE STATION, 57
 GA2264'FEET WEST OF THE FALL CREEK CROSSING, OPPOSITE THE END OF THE
 GA2264'ROAD, 20 FEET WEST OF THE CENTERLINE OF OLD STATE HIGHWAY 33,
 GA2264'AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED E 132 1936 AND
 GA2264'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 GA2264'SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1949.
 GA2264
 GA2264                          STATION RECOVERY (1966)
 GA2264
 GA2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0135 ***********************************************************************
 FC0135  DESIGNATION -  E 133
 FC0135  PID         -  FC0135
 FC0135  STATE/COUNTY-  TN/LOUDON
 FC0135  USGS QUAD   -  LENOIR CITY (1986)
 FC0135
 FC0135                         *CURRENT SURVEY CONTROL
 FC0135  ___________________________________________________________________
 FC0135* NAD 83(1986)-  35 50 11.     (N)    084 17 38.     (W)     SCALED    
 FC0135* NAVD 88     -       282.140  (meters)     925.65   (feet)  ADJUSTED  
 FC0135  ___________________________________________________________________
 FC0135  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0135  DYNAMIC HT  -         281.872 (meters)     924.78  (feet)  COMP
 FC0135  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FC0135
 FC0135  VERT ORDER  -  SECOND    CLASS 0
 FC0135
 FC0135.The horizontal coordinates were scaled from a topographic map and have
 FC0135.an estimated accuracy of +/- 6 seconds.
 FC0135
 FC0135.The orthometric height was determined by differential leveling
 FC0135.and adjusted by the National Geodetic Survey in June 1991..
 FC0135
 FC0135.The geoid height was determined by GEOID03.
 FC0135
 FC0135.The dynamic height is computed by dividing the NAVD 88
 FC0135.geopotential number by the normal gravity value computed on the
 FC0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0135.degrees latitude (g = 980.6199 gals.).
 FC0135
 FC0135.The modeled gravity was interpolated from observed gravity values.
 FC0135
 FC0135;                    North         East    Units  Estimated Accuracy
 FC0135;SPC TN       -   168,110.      754,130.      MT  (+/- 180 meters Scaled)
 FC0135
 FC0135                          SUPERSEDED SURVEY CONTROL
 FC0135
 FC0135  NGVD 29 (??/??/92)  282.250  (m)          926.02   (f) ADJ UNCH    2 0
 FC0135
 FC0135.Superseded values are not recommended for survey control.
 FC0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0135.See file dsdata.txt to determine how the superseded data were derived.
 FC0135
 FC0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE444691(NAD 83)
 FC0135_MARKER: DD = SURVEY DISK
 FC0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0135_STAMPING: E 133 1936
 FC0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0135+STABILITY: SURFACE MOTION
 FC0135
 FC0135  HISTORY     - Date     Condition        Report By
 FC0135  HISTORY     - 1936     MONUMENTED       TVA
 FC0135  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0135  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FC0135
 FC0135                          STATION DESCRIPTION
 FC0135
 FC0135'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0135'4 MI NW FROM LENOIR CITY.
 FC0135'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE SOUTHERN
 FC0135'RAILWAY STATION AT LENOIR CITY, AT EATON CROSS ROADS, 54 YARDS
 FC0135'SOUTHEAST OF THE CENTER OF THE JUNCTION WITH U.S. HIGHWAY 70,
 FC0135'66 YARDS NORTHWEST OF A HIGH SCHOOL ENTRANCE, 91 FEET SOUTHEAST
 FC0135'OF A STORE, 65 FEET SOUTH OF THE CENTERLINE OF A LANE LEADING
 FC0135'TO THE SCHOOL, 12 YARDS SOUTH OF POLE 96, AND 34 FEET SOUTHWEST
 FC0135'OF THE CENTERLINE OF STATE HIGHWAY 95.  A TENNESSEE VALLEY
 FC0135'AUTHORITY STANDARD DISK, STAMPED E 133 1936 AND SET IN THE TOP
 FC0135'OF A CONCRETE POST.
 FC0135
 FC0135                          STATION RECOVERY (1968)
 FC0135
 FC0135'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0135'MARK NOT FOUND.
 FC0135
 FC0135                          STATION RECOVERY (1969)
 FC0135
 FC0135'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0722 ***********************************************************************
 GD0722  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0722  DESIGNATION -  E 134
 GD0722  PID         -  GD0722
 GD0722  STATE/COUNTY-  TN/LAKE
 GD0722  USGS QUAD   -  TIPTONVILLE (1981)
 GD0722
 GD0722                         *CURRENT SURVEY CONTROL
 GD0722  ___________________________________________________________________
 GD0722* NAD 83(1995)-  36 26 04.60068(N)    089 28 38.83163(W)     ADJUSTED  
 GD0722* NAVD 88     -        93.53   (meters)     306.9    (feet)  GPS OBS   
 GD0722  ___________________________________________________________________
 GD0722  X           -      46,854.701 (meters)                     COMP
 GD0722  Y           -  -5,137,343.379 (meters)                     COMP
 GD0722  Z           -   3,767,137.938 (meters)                     COMP
 GD0722  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GD0722  ELLIP HEIGHT-          65.10  (meters)          (05/31/05) GPS OBS
 GD0722  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0722  DYNAMIC HT  -          93.45  (meters)     306.6   (feet)  COMP
 GD0722  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 GD0722
 GD0722  HORZ ORDER  -  FIRST
 GD0722  VERT ORDER  -  THIRD (See Below)
 GD0722  ELLP ORDER  -  FOURTH    CLASS II
 GD0722
 GD0722.The horizontal coordinates were established by GPS observations
 GD0722.and adjusted by the National Geodetic Survey in May 2005..
 GD0722
 GD0722.The orthometric height was determined by GPS observations and a
 GD0722.high-resolution geoid model using precise GPS observation and
 GD0722.processing techniques. It supersedes the leveled height previously
 GD0722.determined for this station.
 GD0722.The vertical order pertains to the first NAVD 88 superseded value.
 GD0722
 GD0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0722
 GD0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0722
 GD0722.The ellipsoidal height was determined by GPS observations
 GD0722.and is referenced to NAD 83.
 GD0722
 GD0722.The geoid height was determined by GEOID03.
 GD0722
 GD0722.The dynamic height is computed by dividing the NAVD 88
 GD0722.geopotential number by the normal gravity value computed on the
 GD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0722.degrees latitude (g = 980.6199 gals.).
 GD0722
 GD0722.The modeled gravity was interpolated from observed gravity values.
 GD0722
 GD0722;                    North         East     Units Scale Factor Converg.
 GD0722;SPC TN       -   238,679.014   288,253.986   MT  1.00000323   -2 02 09.0
 GD0722;SPC TN       -   783,066.07    945,713.29   sFT  1.00000323   -2 02 09.0
 GD0722;UTM  16      - 4,035,007.467   277,924.051   MT  1.00020767   -1 28 19.1
 GD0722
 GD0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0722!SPC TN       -   0.99998978  x   1.00000323  =   0.99999301
 GD0722!UTM  16      -   0.99998978  x   1.00020767  =   1.00019745
 GD0722
 GD0722                          SUPERSEDED SURVEY CONTROL
 GD0722
 GD0722  NAVD 88 (??/??/92)   93.494  (m)          306.74   (f) POSTED      3  
 GD0722  NGVD 29 (??/??/??)   93.408  (m)          306.46   (f) ADJUSTED    1 2
 GD0722
 GD0722.Superseded values are not recommended for survey control.
 GD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0722.See file dsdata.txt to determine how the superseded data were derived.
 GD0722
 GD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7792435007(NAD 83)
 GD0722_MARKER: DB = BENCH MARK DISK
 GD0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0722_STAMPING: E 134 1957
 GD0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0722+STABILITY: SURFACE MOTION
 GD0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0722+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0722
 GD0722  HISTORY     - Date     Condition        Report By
 GD0722  HISTORY     - 1957     MONUMENTED       CGS
 GD0722  HISTORY     - 20020801 GOOD             USACE
 GD0722  HISTORY     - 20030710 GOOD             EMCINC
 GD0722
 GD0722                          STATION DESCRIPTION
 GD0722
 GD0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0722'0.6 MI S FROM CATES.
 GD0722'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0722'OF EAST-WEST PAVED ROAD AT CATES, AT AN EAST-WEST GRAVEL ROAD
 GD0722'CROSSING AT CRONANVILLE, 31 FEET EAST OF CENTER LINE OF HIGHWAY,
 GD0722'15 FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 33 FEET NORTHEAST
 GD0722'OF CENTER OF INTERSECTION, 2 FEET EAST OF A POWER POLE WITH A
 GD0722'GUY WIRE, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2
 GD0722'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GD0722'POST PROJECTING 3 INCHES.
 GD0722
 GD0722                          STATION RECOVERY (2002)
 GD0722
 GD0722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0722'RECOVERED IN GOOD CONDITION.
 GD0722
 GD0722                          STATION RECOVERY (2003)
 GD0722
 GD0722'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0810 ***********************************************************************
 GD0810  DESIGNATION -  E 135
 GD0810  PID         -  GD0810
 GD0810  STATE/COUNTY-  TN/DYER
 GD0810  USGS QUAD   -  DYERSBURG (1983)
 GD0810
 GD0810                         *CURRENT SURVEY CONTROL
 GD0810  ___________________________________________________________________
 GD0810* NAD 83(1986)-  36 02 11.     (N)    089 25 46.     (W)     SCALED    
 GD0810* NAVD 88     -        83.995  (meters)     275.57   (feet)  ADJUSTED  
 GD0810  ___________________________________________________________________
 GD0810  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0810  DYNAMIC HT  -          83.924 (meters)     275.34  (feet)  COMP
 GD0810  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0810
 GD0810  VERT ORDER  -  SECOND    CLASS 0
 GD0810
 GD0810.The horizontal coordinates were scaled from a topographic map and have
 GD0810.an estimated accuracy of +/- 6 seconds.
 GD0810
 GD0810.The orthometric height was determined by differential leveling
 GD0810.and adjusted by the National Geodetic Survey in June 1991..
 GD0810
 GD0810.The geoid height was determined by GEOID03.
 GD0810
 GD0810.The dynamic height is computed by dividing the NAVD 88
 GD0810.geopotential number by the normal gravity value computed on the
 GD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0810.degrees latitude (g = 980.6199 gals.).
 GD0810
 GD0810.The modeled gravity was interpolated from observed gravity values.
 GD0810
 GD0810;                    North         East    Units  Estimated Accuracy
 GD0810;SPC TN       -   194,370.      291,010.      MT  (+/- 180 meters Scaled)
 GD0810
 GD0810                          SUPERSEDED SURVEY CONTROL
 GD0810
 GD0810  NGVD 29 (??/??/??)   83.925  (m)          275.34   (f) ADJUSTED    2 0
 GD0810
 GD0810.Superseded values are not recommended for survey control.
 GD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0810.See file dsdata.txt to determine how the superseded data were derived.
 GD0810
 GD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE811907(NAD 83)
 GD0810_MARKER: DB = BENCH MARK DISK
 GD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0810_STAMPING: E 135 1957
 GD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0810+STABILITY: SURFACE MOTION
 GD0810
 GD0810  HISTORY     - Date     Condition        Report By
 GD0810  HISTORY     - 1957     MONUMENTED       CGS
 GD0810  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0810
 GD0810                          STATION DESCRIPTION
 GD0810
 GD0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0810'2.9 MI E FROM FINLEY.
 GD0810'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0810'CHURCH AT FINLEY, ABOUT 2.45 MILES WEST OF THE POST OFFICE AT
 GD0810'DYERSBURG, ABOUT 0.7 MILE EAST OF CROSSING OF THE ILLINOIS
 GD0810'CENTRAL RAILROAD, AT A WHITE FRAME HOUSE, 18 FEET SOUTH OF
 GD0810'CENTER LINE OF HIGHWAY, 69 1/2 FEET NORTHWEST OF NORTHWEST CORNER
 GD0810'OF HOUSE, 21 FEET NORTH OF A 12-INCH ELM TREE, 70 FEET NORTHWEST
 GD0810'OF AN 18-INCH MULBERRY TREE, 3 FEET WEST OF A FENCE CORNER, 1
 GD0810'FOOT NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A CONCRETE WITNESS
 GD0810'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GD0810'POST PROJECTING 2 INCHES.
 GD0810
 GD0810                          STATION RECOVERY (2002)
 GD0810
 GD0810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0810'SUSPECTED DESTROYED AND IS NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0829 ***********************************************************************
 FC0829  DESIGNATION -  E 15
 FC0829  PID         -  FC0829
 FC0829  STATE/COUNTY-  TN/RHEA
 FC0829  USGS QUAD   -  EVENSVILLE (1990)
 FC0829
 FC0829                         *CURRENT SURVEY CONTROL
 FC0829  ___________________________________________________________________
 FC0829* NAD 83(1986)-  35 31 58.     (N)    084 54 33.     (W)     SCALED    
 FC0829* NAVD 88     -       212.601  (meters)     697.51   (feet)  ADJUSTED  
 FC0829  ___________________________________________________________________
 FC0829  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0829  DYNAMIC HT  -         212.400 (meters)     696.85  (feet)  COMP
 FC0829  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 FC0829
 FC0829  VERT ORDER  -  SECOND    CLASS 0
 FC0829
 FC0829.The horizontal coordinates were scaled from a topographic map and have
 FC0829.an estimated accuracy of +/- 6 seconds.
 FC0829
 FC0829.The orthometric height was determined by differential leveling
 FC0829.and adjusted by the National Geodetic Survey in June 1991..
 FC0829
 FC0829.The geoid height was determined by GEOID03.
 FC0829
 FC0829.The dynamic height is computed by dividing the NAVD 88
 FC0829.geopotential number by the normal gravity value computed on the
 FC0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0829.degrees latitude (g = 980.6199 gals.).
 FC0829
 FC0829.The modeled gravity was interpolated from observed gravity values.
 FC0829
 FC0829;                    North         East    Units  Estimated Accuracy
 FC0829;SPC TN       -   133,630.      698,930.      MT  (+/- 180 meters Scaled)
 FC0829
 FC0829                          SUPERSEDED SURVEY CONTROL
 FC0829
 FC0829  NGVD 29 (??/??/92)  212.679  (m)          697.76   (f) ADJ UNCH    2 0
 FC0829
 FC0829.Superseded values are not recommended for survey control.
 FC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0829.See file dsdata.txt to determine how the superseded data were derived.
 FC0829
 FC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE895341(NAD 83)
 FC0829_MARKER: DB = BENCH MARK DISK
 FC0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0829_STAMPING: E 15 1933
 FC0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0829+STABILITY: SURFACE MOTION
 FC0829
 FC0829  HISTORY     - Date     Condition        Report By
 FC0829  HISTORY     - 1933     MONUMENTED       CGS
 FC0829  HISTORY     - 1949     GOOD             NGS
 FC0829
 FC0829                          STATION DESCRIPTION
 FC0829
 FC0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0829'7.2 MI E FROM DAYTON.
 FC0829'7.2 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0829'AT WASHINGTON, 0.2 MILE WEST OF THE MAIN CROSS ROAD TO TOWN, ON
 FC0829'COUNTY PROPERTY, 175 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A
 FC0829'TWO-STORY HOUSE SOUTH OF THE HIGHWAY, 41 FEET SOUTHEAST OF THE
 FC0829'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST OF A FENCE LINE.
 FC0829'A STANDARD DISK, STAMPED E 15 1933 AND SET IN THE TOP OF A
 FC0829'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0478 ***********************************************************************
 FE0478  DESIGNATION -  E 154
 FE0478  PID         -  FE0478
 FE0478  STATE/COUNTY-  TN/MCNAIRY
 FE0478  USGS QUAD   -  CHEWALLA (1983)
 FE0478
 FE0478                         *CURRENT SURVEY CONTROL
 FE0478  ___________________________________________________________________
 FE0478* NAD 83(1986)-  35 01 03.     (N)    088 39 52.     (W)     SCALED    
 FE0478* NAVD 88     -       122.559  (meters)     402.10   (feet)  ADJUSTED  
 FE0478  ___________________________________________________________________
 FE0478  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0478  DYNAMIC HT  -         122.443 (meters)     401.72  (feet)  COMP
 FE0478  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FE0478
 FE0478  VERT ORDER  -  FIRST     CLASS II
 FE0478
 FE0478.The horizontal coordinates were scaled from a topographic map and have
 FE0478.an estimated accuracy of +/- 6 seconds.
 FE0478
 FE0478.The orthometric height was determined by differential leveling
 FE0478.and adjusted by the National Geodetic Survey in June 1991..
 FE0478
 FE0478.The geoid height was determined by GEOID03.
 FE0478
 FE0478.The dynamic height is computed by dividing the NAVD 88
 FE0478.geopotential number by the normal gravity value computed on the
 FE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0478.degrees latitude (g = 980.6199 gals.).
 FE0478
 FE0478.The modeled gravity was interpolated from observed gravity values.
 FE0478
 FE0478;                    North         East    Units  Estimated Accuracy
 FE0478;SPC TN       -    79,220.      356,840.      MT  (+/- 180 meters Scaled)
 FE0478
 FE0478                          SUPERSEDED SURVEY CONTROL
 FE0478
 FE0478  NGVD 29 (??/??/??)  122.546  (m)          402.05   (f) ADJUSTED    1 2
 FE0478
 FE0478.Superseded values are not recommended for survey control.
 FE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0478.See file dsdata.txt to determine how the superseded data were derived.
 FE0478
 FE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD481762(NAD 83)
 FE0478_MARKER: DB = BENCH MARK DISK
 FE0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0478_STAMPING: E 154 1944
 FE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0478+STABILITY: SURFACE MOTION
 FE0478
 FE0478  HISTORY     - Date     Condition        Report By
 FE0478  HISTORY     - 1944     MONUMENTED       CGS
 FE0478  HISTORY     - 1972     GOOD             TVA
 FE0478
 FE0478                          STATION DESCRIPTION
 FE0478
 FE0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0478'1 MI W FROM CHEWALLA.
 FE0478'1.0 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0478'CHEWALLA, MCNAIRY  COUNTY, 10 RAILS WEST OF MILEPOST 469, 31 FEET
 FE0478'NORTH OF THE CENTERLINE OF THE TRACK, 9 FEET NORTHWEST OF A
 FE0478'POLE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 FE0478'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED E 154
 FE0478'1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABUT
 FE0478'0.6 FOOT ABOVE GROUND.  NOTE-- 9 RAILS W OF MI POST 468. 12 RAILS
 FE0478'W FROM CENTERLINE OF SMALL TRESTLE, 18.0 FT S OF 18 IN TWIN
 FE0478'SYCAMORE (PAINTED CROSS) 15.0 S 65 W OF 15 IN SWEETGUM (PAINTED
 FE0478'CROSS)
 FE0478
 FE0478                          STATION RECOVERY (1972)
 FE0478
 FE0478'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0454 ***********************************************************************
 FE0454  DESIGNATION -  E 155
 FE0454  PID         -  FE0454
 FE0454  STATE/COUNTY-  TN/HARDEMAN
 FE0454  USGS QUAD   -  MIDDLETON (1980)
 FE0454
 FE0454                         *CURRENT SURVEY CONTROL
 FE0454  ___________________________________________________________________
 FE0454* NAD 83(1986)-  35 02 55.     (N)    088 57 26.     (W)     SCALED    
 FE0454* NAVD 88     -       139.740  (meters)     458.46   (feet)  ADJUSTED  
 FE0454  ___________________________________________________________________
 FE0454  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0454  DYNAMIC HT  -         139.607 (meters)     458.03  (feet)  COMP
 FE0454  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FE0454
 FE0454  VERT ORDER  -  FIRST     CLASS II
 FE0454
 FE0454.The horizontal coordinates were scaled from a topographic map and have
 FE0454.an estimated accuracy of +/- 6 seconds.
 FE0454
 FE0454.The orthometric height was determined by differential leveling
 FE0454.and adjusted by the National Geodetic Survey in June 1991..
 FE0454
 FE0454.The geoid height was determined by GEOID03.
 FE0454
 FE0454.The dynamic height is computed by dividing the NAVD 88
 FE0454.geopotential number by the normal gravity value computed on the
 FE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0454.degrees latitude (g = 980.6199 gals.).
 FE0454
 FE0454.The modeled gravity was interpolated from observed gravity values.
 FE0454
 FE0454;                    North         East    Units  Estimated Accuracy
 FE0454;SPC TN       -    83,440.      330,230.      MT  (+/- 180 meters Scaled)
 FE0454
 FE0454                          SUPERSEDED SURVEY CONTROL
 FE0454
 FE0454  NGVD 29 (??/??/??)  139.701  (m)          458.34   (f) ADJUSTED    1 2
 FE0454
 FE0454.Superseded values are not recommended for survey control.
 FE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0454.See file dsdata.txt to determine how the superseded data were derived.
 FE0454
 FE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD214801(NAD 83)
 FE0454_MARKER: DD = SURVEY DISK
 FE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0454_STAMPING: E 155 1944
 FE0454_MARK LOGO: TNGS  
 FE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0454+STABILITY: SURFACE MOTION
 FE0454
 FE0454  HISTORY     - Date     Condition        Report By
 FE0454  HISTORY     - 1944     MONUMENTED       TNGS
 FE0454  HISTORY     - 1944     GOOD             CGS
 FE0454  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0454
 FE0454                          STATION DESCRIPTION
 FE0454
 FE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0454'1.1 MI E FROM ROGERS SPRINGS.
 FE0454'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE0454'AT ROGERS SPRINGS, HARDEMAN COUNTY, 400 FEET EAST OF A STATION-ONE
 FE0454'MILE SIGN, AT A TRACK-ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 FE0454'OF THE ROAD.  32 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FE0454'4 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, 2 FEET NORTH
 FE0454'OF A WHITE WOODEN WITNESS POST, AND 2-1/2 FEET LOWER THAN THE
 FE0454'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED E 155 1944 AND SET
 FE0454'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FE0454
 FE0454                          STATION RECOVERY (1983)
 FE0454
 FE0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0454'NOT RECOVERED.  POSSIBLY BULLDOZED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1004 ***********************************************************************
 FE1004  DESIGNATION -  E 156
 FE1004  PID         -  FE1004
 FE1004  STATE/COUNTY-  TN/HARDEMAN
 FE1004  USGS QUAD   -  SAULSBURY (1981)
 FE1004
 FE1004                         *CURRENT SURVEY CONTROL
 FE1004  ___________________________________________________________________
 FE1004* NAD 83(1986)-  35 02 49.     (N)    089 04 42.     (W)     SCALED    
 FE1004* NAVD 88     -       148.621  (meters)     487.60   (feet)  ADJUSTED  
 FE1004  ___________________________________________________________________
 FE1004  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1004  DYNAMIC HT  -         148.480 (meters)     487.14  (feet)  COMP
 FE1004  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FE1004
 FE1004  VERT ORDER  -  FIRST     CLASS II
 FE1004
 FE1004.The horizontal coordinates were scaled from a topographic map and have
 FE1004.an estimated accuracy of +/- 6 seconds.
 FE1004
 FE1004.The orthometric height was determined by differential leveling
 FE1004.and adjusted by the National Geodetic Survey in June 1991..
 FE1004
 FE1004.The geoid height was determined by GEOID03.
 FE1004
 FE1004.The dynamic height is computed by dividing the NAVD 88
 FE1004.geopotential number by the normal gravity value computed on the
 FE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1004.degrees latitude (g = 980.6199 gals.).
 FE1004
 FE1004.The modeled gravity was interpolated from observed gravity values.
 FE1004
 FE1004;                    North         East    Units  Estimated Accuracy
 FE1004;SPC TN       -    83,590.      319,180.      MT  (+/- 180 meters Scaled)
 FE1004
 FE1004                          SUPERSEDED SURVEY CONTROL
 FE1004
 FE1004  NGVD 29 (??/??/??)  148.569  (m)          487.43   (f) ADJUSTED    1 2
 FE1004
 FE1004.Superseded values are not recommended for survey control.
 FE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1004.See file dsdata.txt to determine how the superseded data were derived.
 FE1004
 FE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD104802(NAD 83)
 FE1004_MARKER: DB = BENCH MARK DISK
 FE1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1004_SP_SET: CULVERT
 FE1004_STAMPING: E 156 1944
 FE1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1004+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE1004
 FE1004  HISTORY     - Date     Condition        Report By
 FE1004  HISTORY     - 1944     MONUMENTED       CGS
 FE1004  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1004  HISTORY     - 20020923 GOOD             USACE
 FE1004
 FE1004                          STATION DESCRIPTION
 FE1004
 FE1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1004'0.5 MI E FROM SAULSBURY.
 FE1004'0.5 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1004'SAULSBURY, HARDEMAN COUNTY, 0.4 MILE EAST OF MILEPOST 494, AT
 FE1004'A LARGE STONE-ARCH CULVERT, IN THE TOP OF THE SOUTHEAST CORNER,
 FE1004'35 FEET SOUTH OF THE CENTERLINE OF THE TRACK AND ABOUT 20 FEET
 FE1004'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 156 1944.
 FE1004
 FE1004                          STATION RECOVERY (1983)
 FE1004
 FE1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1004'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG HIGHWAY 57.
 FE1004
 FE1004                          STATION RECOVERY (2002)
 FE1004
 FE1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1156 ***********************************************************************
 FE1156  DESIGNATION -  E 157
 FE1156  PID         -  FE1156
 FE1156  STATE/COUNTY-  TN/FAYETTE
 FE1156  USGS QUAD   -  ROSSVILLE (1981)
 FE1156
 FE1156                         *CURRENT SURVEY CONTROL
 FE1156  ___________________________________________________________________
 FE1156* NAD 83(1986)-  35 03 06.     (N)    089 31 06.     (W)     SCALED    
 FE1156* NAVD 88     -        96.553  (meters)     316.77   (feet)  ADJUSTED  
 FE1156  ___________________________________________________________________
 FE1156  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1156  DYNAMIC HT  -          96.463 (meters)     316.48  (feet)  COMP
 FE1156  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FE1156
 FE1156  VERT ORDER  -  FIRST     CLASS II
 FE1156
 FE1156.The horizontal coordinates were scaled from a topographic map and have
 FE1156.an estimated accuracy of +/- 6 seconds.
 FE1156
 FE1156.The orthometric height was determined by differential leveling
 FE1156.and adjusted by the National Geodetic Survey in June 1991..
 FE1156
 FE1156.The geoid height was determined by GEOID03.
 FE1156
 FE1156.The dynamic height is computed by dividing the NAVD 88
 FE1156.geopotential number by the normal gravity value computed on the
 FE1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1156.degrees latitude (g = 980.6199 gals.).
 FE1156
 FE1156.The modeled gravity was interpolated from observed gravity values.
 FE1156
 FE1156;                    North         East    Units  Estimated Accuracy
 FE1156;SPC TN       -    85,470.      279,080.      MT  (+/- 180 meters Scaled)
 FE1156
 FE1156                          SUPERSEDED SURVEY CONTROL
 FE1156
 FE1156  NGVD 29 (??/??/??)   96.499  (m)          316.60   (f) ADJUSTED    1 2
 FE1156
 FE1156.Superseded values are not recommended for survey control.
 FE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1156.See file dsdata.txt to determine how the superseded data were derived.
 FE1156
 FE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD703816(NAD 83)
 FE1156_MARKER: DB = BENCH MARK DISK
 FE1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1156_SP_SET: CONCRETE BASE
 FE1156_STAMPING: E 157 1944
 FE1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1156
 FE1156  HISTORY     - Date     Condition        Report By
 FE1156  HISTORY     - 1944     MONUMENTED       CGS
 FE1156  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1156
 FE1156                          STATION DESCRIPTION
 FE1156
 FE1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1156'1.5 MI E FROM ROSSVILLE.
 FE1156'1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1156'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 519 AND 520,
 FE1156'AT BLOCK SIGNAL 5196 A, IN THE NORTH SIDE OF THE CONCRETE
 FE1156'BASE, 13 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE1156'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 157 1944 AND
 FE1156'SET VERTICALLY.
 FE1156
 FE1156                          STATION RECOVERY (1983)
 FE1156
 FE1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1156'NOT SEARCHED FOR, MAIN LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0545 ***********************************************************************
 FE0545  DESIGNATION -  E 158
 FE0545  PID         -  FE0545
 FE0545  STATE/COUNTY-  TN/MCNAIRY
 FE0545  USGS QUAD   -  PURDY (1984)
 FE0545
 FE0545                         *CURRENT SURVEY CONTROL
 FE0545  ___________________________________________________________________
 FE0545* NAD 83(1986)-  35 09 31.     (N)    088 35 56.     (W)     SCALED    
 FE0545* NAVD 88     -       132.773  (meters)     435.61   (feet)  ADJUSTED  
 FE0545  ___________________________________________________________________
 FE0545  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0545  DYNAMIC HT  -         132.649 (meters)     435.20  (feet)  COMP
 FE0545  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FE0545
 FE0545  VERT ORDER  -  FIRST     CLASS II
 FE0545
 FE0545.The horizontal coordinates were scaled from a topographic map and have
 FE0545.an estimated accuracy of +/- 6 seconds.
 FE0545
 FE0545.The orthometric height was determined by differential leveling
 FE0545.and adjusted by the National Geodetic Survey in June 1991..
 FE0545
 FE0545.The geoid height was determined by GEOID03.
 FE0545
 FE0545.The dynamic height is computed by dividing the NAVD 88
 FE0545.geopotential number by the normal gravity value computed on the
 FE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0545.degrees latitude (g = 980.6199 gals.).
 FE0545
 FE0545.The modeled gravity was interpolated from observed gravity values.
 FE0545
 FE0545;                    North         East    Units  Estimated Accuracy
 FE0545;SPC TN       -    94,710.      363,240.      MT  (+/- 180 meters Scaled)
 FE0545
 FE0545                          SUPERSEDED SURVEY CONTROL
 FE0545
 FE0545  NGVD 29 (??/??/??)  132.768  (m)          435.59   (f) ADJUSTED    1 2
 FE0545
 FE0545.Superseded values are not recommended for survey control.
 FE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0545.See file dsdata.txt to determine how the superseded data were derived.
 FE0545
 FE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD543918(NAD 83)
 FE0545_MARKER: DB = BENCH MARK DISK
 FE0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0545_STAMPING: E 158 1944
 FE0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0545+STABILITY: SURFACE MOTION
 FE0545
 FE0545  HISTORY     - Date     Condition        Report By
 FE0545  HISTORY     - 1944     MONUMENTED       CGS
 FE0545  HISTORY     - 1948     GOOD             CGS
 FE0545  HISTORY     - 1972     GOOD             TVA
 FE0545  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0545
 FE0545                          STATION DESCRIPTION
 FE0545
 FE0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0545'0.8 MI SW FROM SELMER.
 FE0545'ABOUT 0.85 MILE SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0545'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.1 MILE NORTH OF
 FE0545'MILE POST 347, 41 FEET EAST OF THE EAST RAIL, 5 FEET WEST OF THE
 FE0545'RIGHT-OF-WAY FENCE LINE, 6 FEET NORTH OF TELEGRAPH POLE NO. 26,
 FE0545'47 FEET SOUTH OF THE CENTER LINE OF A DIM ROAD ENTERING THE
 FE0545'RAILROAD RIGHT-OF-WAY FROM THE EAST, 2 FEET EAST OF THE LINE OF
 FE0545'POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FE0545'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0545'4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTH OF MARKER.
 FE0545'ADD 13 RAILS N OF MI POST 347, 14 RAILS S OF STEEL POST WITH A
 FE0545'1 FT X 1 FT STEEL PLATE TRIANGLE WITH W PAINTED ON PLATE.
 FE0545
 FE0545                          STATION RECOVERY (1972)
 FE0545
 FE0545'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0545'RECOVERED IN GOOD CONDITION.
 FE0545
 FE0545                          STATION RECOVERY (2002)
 FE0545
 FE0545'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0545'NO SIGHT OF DIM ROAD FROM E, OTHER REFERENCES NOT VISIBLE. MARK IS IN
 FE0545'AREA BEHIND LARGE INDUSTRIAL AREA. MONUMENT POSSIBLY STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0493 ***********************************************************************
 FE0493  DESIGNATION -  E 159
 FE0493  PID         -  FE0493
 FE0493  STATE/COUNTY-  TN/CHESTER
 FE0493  USGS QUAD   -  HENDERSON (1983)
 FE0493
 FE0493                         *CURRENT SURVEY CONTROL
 FE0493  ___________________________________________________________________
 FE0493* NAD 83(1986)-  35 26 16.     (N)    088 38 32.     (W)     SCALED    
 FE0493* NAVD 88     -       131.649  (meters)     431.92   (feet)  ADJUSTED  
 FE0493  ___________________________________________________________________
 FE0493  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0493  DYNAMIC HT  -         131.529 (meters)     431.52  (feet)  COMP
 FE0493  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FE0493
 FE0493  VERT ORDER  -  FIRST     CLASS II
 FE0493
 FE0493.The horizontal coordinates were scaled from a topographic map and have
 FE0493.an estimated accuracy of +/- 6 seconds.
 FE0493
 FE0493.The orthometric height was determined by differential leveling
 FE0493.and adjusted by the National Geodetic Survey in June 1991..
 FE0493
 FE0493.The geoid height was determined by GEOID03.
 FE0493
 FE0493.The dynamic height is computed by dividing the NAVD 88
 FE0493.geopotential number by the normal gravity value computed on the
 FE0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0493.degrees latitude (g = 980.6199 gals.).
 FE0493
 FE0493.The modeled gravity was interpolated from observed gravity values.
 FE0493
 FE0493;                    North         East    Units  Estimated Accuracy
 FE0493;SPC TN       -   125,780.      360,120.      MT  (+/- 180 meters Scaled)
 FE0493
 FE0493                          SUPERSEDED SURVEY CONTROL
 FE0493
 FE0493  NGVD 29 (??/??/??)  131.666  (m)          431.97   (f) ADJUSTED    1 2
 FE0493
 FE0493.Superseded values are not recommended for survey control.
 FE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0493.See file dsdata.txt to determine how the superseded data were derived.
 FE0493
 FE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE509228(NAD 83)
 FE0493_MARKER: DB = BENCH MARK DISK
 FE0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0493_SP_SET: PIER
 FE0493_STAMPING: E 159 1944
 FE0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0493+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE0493
 FE0493  HISTORY     - Date     Condition        Report By
 FE0493  HISTORY     - 1944     MONUMENTED       CGS
 FE0493  HISTORY     - 1948     GOOD             CGS
 FE0493  HISTORY     - 1972     GOOD             TVA
 FE0493  HISTORY     - 20020529 GOOD             USACE
 FE0493
 FE0493                          STATION DESCRIPTION
 FE0493
 FE0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0493'0.1 MI NW FROM HENDERSON.
 FE0493'ABOUT 0.1 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0493'FROM THE STATION AT HENDERSON, 70 YARDS SOUTH OF MILE POST
 FE0493'369, SET IN THE NORTHEAST FACE OF THE SOUTHWEST PIER OF CITY
 FE0493'ROUTE HIGHWAY 45 CONCRETE OVERPASS OVER THE RAILROAD, 3.8 FEET
 FE0493'ABOVE THE GROUND, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FE0493'MAIN TRACK, 2.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE PIER
 FE0493'AND SET VERTICALLY IN A DRILL HOLE.
 FE0493
 FE0493                          STATION RECOVERY (1972)
 FE0493
 FE0493'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0493'RECOVERED IN GOOD CONDITION.
 FE0493
 FE0493                          STATION RECOVERY (2002)
 FE0493
 FE0493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0504 ***********************************************************************
 FC0504  DESIGNATION -  E 16
 FC0504  PID         -  FC0504
 FC0504  STATE/COUNTY-  TN/POLK
 FC0504  USGS QUAD   -  OSWALD DOME (1967)
 FC0504
 FC0504                         *CURRENT SURVEY CONTROL
 FC0504  ___________________________________________________________________
 FC0504* NAD 83(1986)-  35 14 00.     (N)    084 32 42.     (W)     SCALED    
 FC0504* NAVD 88     -       226.275  (meters)     742.37   (feet)  ADJUSTED  
 FC0504  ___________________________________________________________________
 FC0504  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC0504  DYNAMIC HT  -         226.054 (meters)     741.65  (feet)  COMP
 FC0504  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0504
 FC0504  VERT ORDER  -  SECOND    CLASS 0
 FC0504
 FC0504.The horizontal coordinates were scaled from a topographic map and have
 FC0504.an estimated accuracy of +/- 6 seconds.
 FC0504
 FC0504.The orthometric height was determined by differential leveling
 FC0504.and adjusted by the National Geodetic Survey in June 1991..
 FC0504
 FC0504.The geoid height was determined by GEOID03.
 FC0504
 FC0504.The dynamic height is computed by dividing the NAVD 88
 FC0504.geopotential number by the normal gravity value computed on the
 FC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0504.degrees latitude (g = 980.6199 gals.).
 FC0504
 FC0504.The modeled gravity was interpolated from observed gravity values.
 FC0504
 FC0504;                    North         East    Units  Estimated Accuracy
 FC0504;SPC TN       -   100,840.      732,440.      MT  (+/- 180 meters Scaled)
 FC0504
 FC0504                          SUPERSEDED SURVEY CONTROL
 FC0504
 FC0504  NGVD 29 (??/??/92)  226.347  (m)          742.61   (f) ADJ UNCH    2 0
 FC0504
 FC0504.Superseded values are not recommended for survey control.
 FC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0504.See file dsdata.txt to determine how the superseded data were derived.
 FC0504
 FC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE234016(NAD 83)
 FC0504_MARKER: DB = BENCH MARK DISK
 FC0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0504_STAMPING: E 16 1933
 FC0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0504+STABILITY: SURFACE MOTION
 FC0504
 FC0504  HISTORY     - Date     Condition        Report By
 FC0504  HISTORY     - 1933     MONUMENTED       CGS
 FC0504  HISTORY     - 1949     GOOD             NGS
 FC0504
 FC0504                          STATION DESCRIPTION
 FC0504
 FC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0504'1.8 MI S FROM WETMORE.
 FC0504'1.8 MILES SOUTH ALONG THE OLD MAIN LINE OF THE LOUISVILLE AND
 FC0504'NASHVILLE RAILROAD FROM WETMORE, POLK COUNTY, 1/4 MILE SOUTH
 FC0504'OF MILEPOST L 341, AT AUSTRAL, 165 FEET SOUTHEAST OF THE SOUTHEAST
 FC0504'CORNER OF THE STATION, AND 16.4 FEET NORTHEAST OF THE NORTHEAST
 FC0504'RAIL.  A STANDARD DISK, STAMPED E 16 1933 SET IN THE TOP
 FC0504'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0712 ***********************************************************************
 FE0712  DESIGNATION -  E 160
 FE0712  PID         -  FE0712
 FE0712  STATE/COUNTY-  TN/MADISON
 FE0712  USGS QUAD   -  JACKSON NORTH (1983)
 FE0712
 FE0712                         *CURRENT SURVEY CONTROL
 FE0712  ___________________________________________________________________
 FE0712* NAD 83(1986)-  35 41 26.     (N)    088 47 28.     (W)     SCALED    
 FE0712* NAVD 88     -       126.423  (meters)     414.77   (feet)  ADJUSTED  
 FE0712  ___________________________________________________________________
 FE0712  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0712  DYNAMIC HT  -         126.311 (meters)     414.41  (feet)  COMP
 FE0712  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0712
 FE0712  VERT ORDER  -  FIRST     CLASS II
 FE0712
 FE0712.The horizontal coordinates were scaled from a topographic map and have
 FE0712.an estimated accuracy of +/- 6 seconds.
 FE0712
 FE0712.The orthometric height was determined by differential leveling
 FE0712.and adjusted by the National Geodetic Survey in June 1991..
 FE0712
 FE0712.The geoid height was determined by GEOID03.
 FE0712
 FE0712.The dynamic height is computed by dividing the NAVD 88
 FE0712.geopotential number by the normal gravity value computed on the
 FE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0712.degrees latitude (g = 980.6199 gals.).
 FE0712
 FE0712.The modeled gravity was interpolated from observed gravity values.
 FE0712
 FE0712;                    North         East    Units  Estimated Accuracy
 FE0712;SPC TN       -   154,180.      347,410.      MT  (+/- 180 meters Scaled)
 FE0712
 FE0712                          SUPERSEDED SURVEY CONTROL
 FE0712
 FE0712  NGVD 29 (??/??/??)  126.464  (m)          414.91   (f) ADJUSTED    1 2
 FE0712
 FE0712.Superseded values are not recommended for survey control.
 FE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0712.See file dsdata.txt to determine how the superseded data were derived.
 FE0712
 FE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE379511(NAD 83)
 FE0712_MARKER: DB = BENCH MARK DISK
 FE0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0712+STABILITY: SURFACE MOTION
 FE0712
 FE0712  HISTORY     - Date     Condition        Report By
 FE0712  HISTORY     - 1944     MONUMENTED       CGS
 FE0712  HISTORY     - 1959     GOOD             CGS
 FE0712
 FE0712                          STATION DESCRIPTION
 FE0712
 FE0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0712'1.6 MI S FROM OAKFIELD.
 FE0712'1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0712'STATION AT OAKFIELD, 30 YARDS SOUTH OF MILEPOST C 465, AT THE
 FE0712'SOUTHEAST CORNER OF A CULTIVATED FIELD, AT AN ABANDONED FIELD
 FE0712'ROAD CROSSING, 23.5 FEET WEST OF THE WEST RAIL, 14 FEET NORTH
 FE0712'OF THE CENTERLINE OF THE ABANDONED ROAD, 3 FEET SOUTH OF A
 FE0712'TELEPHONE POLE, 1.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 FE0712'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0374 ***********************************************************************
 GD0374  DESIGNATION -  E 161
 GD0374  PID         -  GD0374
 GD0374  STATE/COUNTY-  TN/GIBSON
 GD0374  USGS QUAD   -  BRADFORD (1985)
 GD0374
 GD0374                         *CURRENT SURVEY CONTROL
 GD0374  ___________________________________________________________________
 GD0374* NAD 83(1986)-  36 02 45.     (N)    088 48 27.     (W)     SCALED    
 GD0374* NAVD 88     -       120.668  (meters)     395.89   (feet)  ADJUSTED  
 GD0374  ___________________________________________________________________
 GD0374  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0374  DYNAMIC HT  -         120.565 (meters)     395.55  (feet)  COMP
 GD0374  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD0374
 GD0374  VERT ORDER  -  FIRST     CLASS II
 GD0374
 GD0374.The horizontal coordinates were scaled from a topographic map and have
 GD0374.an estimated accuracy of +/- 6 seconds.
 GD0374
 GD0374.The orthometric height was determined by differential leveling
 GD0374.and adjusted by the National Geodetic Survey in June 1991..
 GD0374
 GD0374.The geoid height was determined by GEOID03.
 GD0374
 GD0374.The dynamic height is computed by dividing the NAVD 88
 GD0374.geopotential number by the normal gravity value computed on the
 GD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0374.degrees latitude (g = 980.6199 gals.).
 GD0374
 GD0374.The modeled gravity was interpolated from observed gravity values.
 GD0374
 GD0374;                    North         East    Units  Estimated Accuracy
 GD0374;SPC TN       -   193,630.      347,060.      MT  (+/- 180 meters Scaled)
 GD0374
 GD0374                          SUPERSEDED SURVEY CONTROL
 GD0374
 GD0374  NGVD 29 (??/??/??)  120.709  (m)          396.03   (f) ADJUSTED    1 2
 GD0374
 GD0374.Superseded values are not recommended for survey control.
 GD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0374.See file dsdata.txt to determine how the superseded data were derived.
 GD0374
 GD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE371905(NAD 83)
 GD0374_MARKER: DB = BENCH MARK DISK
 GD0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0374_STAMPING: E 161 1944
 GD0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0374+STABILITY: SURFACE MOTION
 GD0374
 GD0374  HISTORY     - Date     Condition        Report By
 GD0374  HISTORY     - 1944     MONUMENTED       CGS
 GD0374  HISTORY     - 1948     GOOD             CGS
 GD0374  HISTORY     - 1967     GOOD             CGS
 GD0374  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0374
 GD0374                          STATION DESCRIPTION
 GD0374
 GD0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0374'2 MI S FROM BRADFORD.
 GD0374'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0374'THE STATION AT BRADFORD, 59 YARDS SOUTH OF MILE POST C 439, AT A
 GD0374'PUBLIC ROAD CROSSING, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 96
 GD0374'FEET SOUTH OF THE CENTER OF THE CROSSING, 5.5 FEET
 GD0374'NORTH-NORTHEAST OF A TELEPHONE POLE AND 4 FEET EAST OF BING IN
 GD0374'LINE WITH THE ROW OF POLES, 87 FEET SOUTH OF A CROSSING SIGN, 2
 GD0374'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE
 GD0374'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0374'INCHES.  NOTE-- THE MARK IS NOW 0.6 OF A FOOT N OF A METAL
 GD0374'WITNESS POST AND SIGN.
 GD0374
 GD0374                          STATION RECOVERY (1967)
 GD0374
 GD0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0374'RECOVERED IN GOOD CONDITION.
 GD0374
 GD0374                          STATION RECOVERY (1990)
 GD0374
 GD0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1268 ***********************************************************************
 GA1268  DESIGNATION -  E 162
 GA1268  PID         -  GA1268
 GA1268  STATE/COUNTY-  TN/HAWKINS
 GA1268  USGS QUAD   -  CHURCH HILL (1991)
 GA1268
 GA1268                         *CURRENT SURVEY CONTROL
 GA1268  ___________________________________________________________________
 GA1268* NAD 83(1986)-  36 34 57.     (N)    082 39 00.     (W)     SCALED    
 GA1268* NAVD 88     -       416.103  (meters)    1365.16   (feet)  ADJUSTED  
 GA1268  ___________________________________________________________________
 GA1268  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1268  DYNAMIC HT  -         415.730 (meters)    1363.94  (feet)  COMP
 GA1268  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GA1268
 GA1268  VERT ORDER  -  FIRST     CLASS I
 GA1268
 GA1268.The horizontal coordinates were scaled from a topographic map and have
 GA1268.an estimated accuracy of +/- 6 seconds.
 GA1268
 GA1268.The orthometric height was determined by differential leveling
 GA1268.and adjusted by the National Geodetic Survey in June 1991..
 GA1268
 GA1268.The geoid height was determined by GEOID03.
 GA1268
 GA1268.The dynamic height is computed by dividing the NAVD 88
 GA1268.geopotential number by the normal gravity value computed on the
 GA1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1268.degrees latitude (g = 980.6199 gals.).
 GA1268
 GA1268.The modeled gravity was interpolated from observed gravity values.
 GA1268
 GA1268;                    North         East    Units  Estimated Accuracy
 GA1268;SPC TN       -   254,680.      899,760.      MT  (+/- 180 meters Scaled)
 GA1268
 GA1268                          SUPERSEDED SURVEY CONTROL
 GA1268
 GA1268  NGVD 29 (??/??/92)  416.246  (m)         1365.63   (f) ADJ UNCH    1 1
 GA1268
 GA1268.Superseded values are not recommended for survey control.
 GA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1268.See file dsdata.txt to determine how the superseded data were derived.
 GA1268
 GA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA523498(NAD 83)
 GA1268_MARKER: DB = BENCH MARK DISK
 GA1268_SETTING: 66 = SET IN ROCK OUTCROP
 GA1268_SP_SET: ROCK OUTCROP
 GA1268_STAMPING: E 162 1967
 GA1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1268+STABILITY: POSITION/ELEVATION WELL
 GA1268
 GA1268  HISTORY     - Date     Condition        Report By
 GA1268  HISTORY     - 1967     MONUMENTED       CGS
 GA1268
 GA1268                          STATION DESCRIPTION
 GA1268
 GA1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1268'6.6 MI NE FROM CHURCH HILL.
 GA1268'ABOUT 6.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1268'RAILROAD FROM THE STATION AT CHURCHILL, 0.35 MILE SOUTHWEST OF
 GA1268'MILEPOST 47, AT THE SOUTHWEST END OF A CUT FOR THE RAILROAD, 65
 GA1268'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 GA1268'A GRAVELED ROAD, 8 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GA1268'THE TRACK, SET IN THE TOP OF A ROCK OUTCROP IN THE NORTHWEST BANK
 GA1268'OF THE CUT WHICH IS ABOUT 8 FEET HIGH, 36 FEET NORTHEAST OF THE
 GA1268'CROSSING OF THE RAILROAD AND A POWER LINE, AND ABOUT 1 1/2 FEET
 GA1268'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1846 ***********************************************************************
 GA1846  DESIGNATION -  E 163
 GA1846  PID         -  GA1846
 GA1846  STATE/COUNTY-  TN/HAWKINS
 GA1846  USGS QUAD   -  BULLS GAP (1976)
 GA1846
 GA1846                         *CURRENT SURVEY CONTROL
 GA1846  ___________________________________________________________________
 GA1846* NAD 83(1986)-  36 16 24.     (N)    083 04 02.     (W)     SCALED    
 GA1846* NAVD 88     -       350.462  (meters)    1149.81   (feet)  ADJUSTED  
 GA1846  ___________________________________________________________________
 GA1846  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1846  DYNAMIC HT  -         350.140 (meters)    1148.75  (feet)  COMP
 GA1846  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA1846
 GA1846  VERT ORDER  -  FIRST     CLASS I
 GA1846
 GA1846.The horizontal coordinates were scaled from a topographic map and have
 GA1846.an estimated accuracy of +/- 6 seconds.
 GA1846
 GA1846.The orthometric height was determined by differential leveling
 GA1846.and adjusted by the National Geodetic Survey in June 1991..
 GA1846
 GA1846.The geoid height was determined by GEOID03.
 GA1846
 GA1846.The dynamic height is computed by dividing the NAVD 88
 GA1846.geopotential number by the normal gravity value computed on the
 GA1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1846.degrees latitude (g = 980.6199 gals.).
 GA1846
 GA1846.The modeled gravity was interpolated from observed gravity values.
 GA1846
 GA1846;                    North         East    Units  Estimated Accuracy
 GA1846;SPC TN       -   219,190.      863,470.      MT  (+/- 180 meters Scaled)
 GA1846
 GA1846                          SUPERSEDED SURVEY CONTROL
 GA1846
 GA1846  NGVD 29 (??/??/92)  350.617  (m)         1150.32   (f) ADJ UNCH    1 1
 GA1846
 GA1846.Superseded values are not recommended for survey control.
 GA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1846.See file dsdata.txt to determine how the superseded data were derived.
 GA1846
 GA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA143162(NAD 83)
 GA1846_MARKER: DB = BENCH MARK DISK
 GA1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1846_SP_SET: CULVERT
 GA1846_STAMPING: E 163 1967
 GA1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1846
 GA1846  HISTORY     - Date     Condition        Report By
 GA1846  HISTORY     - 1967     MONUMENTED       CGS
 GA1846
 GA1846                          STATION DESCRIPTION
 GA1846
 GA1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1846'1.8 MI NE FROM BULLS GAP.
 GA1846'ABOUT 1.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1846'RAILROAD FROM THE STATION AT BULLS GAP, 1.0 MILE SOUTHWEST OF
 GA1846'THE WHITE HORN STATION SIGN, 92 FEET SOUTHWEST OF MILEPOST 85,
 GA1846'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 GA1846'HEAD WALL OF A DOUBLE CHANNEL CULVERT UNDER THE TRACK, 6 FEET
 GA1846'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 1/2
 GA1846'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1756 ***********************************************************************
 GA1756  DESIGNATION -  E 164
 GA1756  PID         -  GA1756
 GA1756  STATE/COUNTY-  TN/COCKE
 GA1756  USGS QUAD   -  RANKIN (1980)
 GA1756
 GA1756                         *CURRENT SURVEY CONTROL
 GA1756  ___________________________________________________________________
 GA1756* NAD 83(1986)-  36 04 07.     (N)    083 13 58.     (W)     SCALED    
 GA1756* NAVD 88     -       309.219  (meters)    1014.50   (feet)  ADJUSTED  
 GA1756  ___________________________________________________________________
 GA1756  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1756  DYNAMIC HT  -         308.931 (meters)    1013.55  (feet)  COMP
 GA1756  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA1756
 GA1756  VERT ORDER  -  FIRST     CLASS I
 GA1756
 GA1756.The horizontal coordinates were scaled from a topographic map and have
 GA1756.an estimated accuracy of +/- 6 seconds.
 GA1756
 GA1756.The orthometric height was determined by differential leveling
 GA1756.and adjusted by the National Geodetic Survey in June 1991..
 GA1756
 GA1756.The geoid height was determined by GEOID03.
 GA1756
 GA1756.The dynamic height is computed by dividing the NAVD 88
 GA1756.geopotential number by the normal gravity value computed on the
 GA1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1756.degrees latitude (g = 980.6199 gals.).
 GA1756
 GA1756.The modeled gravity was interpolated from observed gravity values.
 GA1756
 GA1756;                    North         East    Units  Estimated Accuracy
 GA1756;SPC TN       -   196,050.      849,240.      MT  (+/- 180 meters Scaled)
 GA1756
 GA1756                          SUPERSEDED SURVEY CONTROL
 GA1756
 GA1756  NGVD 29 (??/??/92)  309.362  (m)         1014.97   (f) ADJ UNCH    1 1
 GA1756
 GA1756.Superseded values are not recommended for survey control.
 GA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1756.See file dsdata.txt to determine how the superseded data were derived.
 GA1756
 GA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV989938(NAD 83)
 GA1756_MARKER: DB = BENCH MARK DISK
 GA1756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1756_SP_SET: 13 FEET
 GA1756_STAMPING: E 164 1967
 GA1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1756
 GA1756  HISTORY     - Date     Condition        Report By
 GA1756  HISTORY     - 1967     MONUMENTED       CGS
 GA1756
 GA1756                          STATION DESCRIPTION
 GA1756
 GA1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1756'4.6 MI SE FROM WHITE PINE.
 GA1756'ABOUT 4.55 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1756'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.4 MILE SOUTHEAST
 GA1756'OF THE LEADVALE RAILROAD STATION, 75 YARDS SOUTH OF A WHITE
 GA1756'FRAME HOUSE, 176 FEET NORTH OF THE CENTER OF THE CROSSING OF
 GA1756'THE RAILROAD AND A GRAVELED ROAD, 102 FEET NORTHEAST OF THE
 GA1756'NORTHEAST RAIL OF THE MAIN TRACK, 60 FEET EAST AND ACROSS A
 GA1756'GRAVELED ROAD FROM A POLE, 23 FEET SOUTH OF A 38-INCH TREE, 1.6
 GA1756'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 GA1756'OF THE GRAVELED ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 GA1756'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 GA1756'IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 5-INCH
 GA1756'IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0689 ***********************************************************************
 FB0689  DESIGNATION -  E 165
 FB0689  PID         -  FB0689
 FB0689  STATE/COUNTY-  TN/COCKE
 FB0689  USGS QUAD   -  PAINT ROCK (1991)
 FB0689
 FB0689                         *CURRENT SURVEY CONTROL
 FB0689  ___________________________________________________________________
 FB0689* NAD 83(1986)-  35 55 13.     (N)    082 57 31.     (W)     SCALED    
 FB0689* NAVD 88     -       360.651  (meters)    1183.24   (feet)  ADJUSTED  
 FB0689  ___________________________________________________________________
 FB0689  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0689  DYNAMIC HT  -         360.301 (meters)    1182.09  (feet)  COMP
 FB0689  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 FB0689
 FB0689  VERT ORDER  -  FIRST     CLASS I
 FB0689
 FB0689.The horizontal coordinates were scaled from a topographic map and have
 FB0689.an estimated accuracy of +/- 6 seconds.
 FB0689
 FB0689.The orthometric height was determined by differential leveling
 FB0689.and adjusted by the National Geodetic Survey in June 1991..
 FB0689
 FB0689.The geoid height was determined by GEOID03.
 FB0689
 FB0689.The dynamic height is computed by dividing the NAVD 88
 FB0689.geopotential number by the normal gravity value computed on the
 FB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0689.degrees latitude (g = 980.6199 gals.).
 FB0689
 FB0689.The modeled gravity was interpolated from observed gravity values.
 FB0689
 FB0689;                    North         East    Units  Estimated Accuracy
 FB0689;SPC TN       -   180,340.      874,440.      MT  (+/- 180 meters Scaled)
 FB0689
 FB0689                          SUPERSEDED SURVEY CONTROL
 FB0689
 FB0689  NGVD 29 (??/??/92)  360.799  (m)         1183.72   (f) ADJ UNCH    1 1
 FB0689
 FB0689.Superseded values are not recommended for survey control.
 FB0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0689.See file dsdata.txt to determine how the superseded data were derived.
 FB0689
 FB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV232768(NAD 83)
 FB0689_MARKER: DB = BENCH MARK DISK
 FB0689_SETTING: 66 = SET IN ROCK OUTCROP
 FB0689_SP_SET: ROCK OUTCROP
 FB0689_STAMPING: E 165 1967
 FB0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0689+STABILITY: POSITION/ELEVATION WELL
 FB0689
 FB0689  HISTORY     - Date     Condition        Report By
 FB0689  HISTORY     - 1967     MONUMENTED       CGS
 FB0689
 FB0689                          STATION DESCRIPTION
 FB0689
 FB0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0689'5.2 MI E FROM DEL RIO.
 FB0689'ABOUT 5.15 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0689'FROM THE STATION AT DEL RIO, 2 1/2 POLES EAST OF MILEPOST 190,
 FB0689'5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE TOP OF
 FB0689'THE NORTHEAST SIDE OF A LEDGE IN THE SIDE OF A ROCK OUTCROP
 FB0689'WHICH IS 6 1/2 FEET HIGH, 99 FEET EAST OF THE EAST FACE OF A
 FB0689'U.S. HIGHWAYS 25 AND 70 CONCRETE BRIDGE WHICH PASSES OVER THE
 FB0689'RAILROAD AND THE FRENCH BROAD RIVER, 35 FEET NORTHEAST OF A POWER
 FB0689'POLE, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0208 ***********************************************************************
 GD0208  DESIGNATION -  E 166
 GD0208  PID         -  GD0208
 GD0208  STATE/COUNTY-  TN/STEWART
 GD0208  USGS QUAD   -  PARIS LANDING (1981)
 GD0208
 GD0208                         *CURRENT SURVEY CONTROL
 GD0208  ___________________________________________________________________
 GD0208* NAD 83(1986)-  36 26 46.     (N)    088 03 03.     (W)     SCALED    
 GD0208* NAVD 88     -       117.407  (meters)     385.19   (feet)  ADJUSTED  
 GD0208  ___________________________________________________________________
 GD0208  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GD0208  DYNAMIC HT  -         117.311 (meters)     384.88  (feet)  COMP
 GD0208  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0208
 GD0208  VERT ORDER  -  FIRST     CLASS II
 GD0208
 GD0208.The horizontal coordinates were scaled from a topographic map and have
 GD0208.an estimated accuracy of +/- 6 seconds.
 GD0208
 GD0208.The orthometric height was determined by differential leveling
 GD0208.and adjusted by the National Geodetic Survey in June 1991..
 GD0208
 GD0208.The geoid height was determined by GEOID03.
 GD0208
 GD0208.The dynamic height is computed by dividing the NAVD 88
 GD0208.geopotential number by the normal gravity value computed on the
 GD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0208.degrees latitude (g = 980.6199 gals.).
 GD0208
 GD0208.The modeled gravity was interpolated from observed gravity values.
 GD0208
 GD0208;                    North         East    Units  Estimated Accuracy
 GD0208;SPC TN       -   236,340.      416,150.      MT  (+/- 180 meters Scaled)
 GD0208
 GD0208                          SUPERSEDED SURVEY CONTROL
 GD0208
 GD0208  NGVD 29 (??/??/??)  117.451  (m)          385.34   (f) ADJUSTED    1 2
 GD0208
 GD0208.Superseded values are not recommended for survey control.
 GD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0208.See file dsdata.txt to determine how the superseded data were derived.
 GD0208
 GD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF058339(NAD 83)
 GD0208_MARKER: DB = BENCH MARK DISK
 GD0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0208_SP_SET: BRIDGE
 GD0208_STAMPING: E 166 1947
 GD0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0208
 GD0208  HISTORY     - Date     Condition        Report By
 GD0208  HISTORY     - 1947     MONUMENTED       CGS
 GD0208  HISTORY     - 1971     GOOD             NGS
 GD0208  HISTORY     - 1988     GOOD             USPSQD
 GD0208
 GD0208                          STATION DESCRIPTION
 GD0208
 GD0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0208'14.4 MI W FROM DOVER.
 GD0208'ABOUT 14.4 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0208'AT DOVER, AT THE NORTHEAST END OF THE SCOTT-FITZHUGH BRIDGE OVER
 GD0208'TENNESSEE RIVER, ABOUT 0.4 MILE NORTHEAST OF THE NORTHEAST END OF
 GD0208'THE STEEL SUPERSTRUCTURE, IN THE TOP OF THE NORTHEAST END OF
 GD0208'THE SOUTHEAST CONCRETE RAILING, 11 FEET SOUTHEAST OF THE CENTER
 GD0208'LINE OF THE HIGHWAY, AND ABOUT 3-1/2 FEET HIGHER THAN THE BRIDGE
 GD0208'FLOOR.
 GD0208
 GD0208                          STATION RECOVERY (1971)
 GD0208
 GD0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0208'RECOVERED IN GOOD CONDITION.
 GD0208
 GD0208                          STATION RECOVERY (1988)
 GD0208
 GD0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1653 ***********************************************************************
 GC1653  DESIGNATION -  E 167
 GC1653  PID         -  GC1653
 GC1653  STATE/COUNTY-  TN/HOUSTON
 GC1653  USGS QUAD   -  MC KINNON (1973)
 GC1653
 GC1653                         *CURRENT SURVEY CONTROL
 GC1653  ___________________________________________________________________
 GC1653* NAD 83(1986)-  36 19 01.     (N)    087 52 42.     (W)     SCALED    
 GC1653* NAVD 88     -       130.212  (meters)     427.20   (feet)  ADJUSTED  
 GC1653  ___________________________________________________________________
 GC1653  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1653  DYNAMIC HT  -         130.104 (meters)     426.85  (feet)  COMP
 GC1653  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GC1653
 GC1653  VERT ORDER  -  FIRST     CLASS II
 GC1653
 GC1653.The horizontal coordinates were scaled from a topographic map and have
 GC1653.an estimated accuracy of +/- 6 seconds.
 GC1653
 GC1653.The orthometric height was determined by differential leveling
 GC1653.and adjusted by the National Geodetic Survey in June 1991..
 GC1653
 GC1653.The geoid height was determined by GEOID03.
 GC1653
 GC1653.The dynamic height is computed by dividing the NAVD 88
 GC1653.geopotential number by the normal gravity value computed on the
 GC1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1653.degrees latitude (g = 980.6199 gals.).
 GC1653
 GC1653.The modeled gravity was interpolated from observed gravity values.
 GC1653
 GC1653;                    North         East    Units  Estimated Accuracy
 GC1653;SPC TN       -   221,700.      431,340.      MT  (+/- 180 meters Scaled)
 GC1653
 GC1653                          SUPERSEDED SURVEY CONTROL
 GC1653
 GC1653  NGVD 29 (??/??/92)  130.248  (m)          427.32   (f) ADJ UNCH    1 2
 GC1653
 GC1653.Superseded values are not recommended for survey control.
 GC1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1653.See file dsdata.txt to determine how the superseded data were derived.
 GC1653
 GC1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF211194(NAD 83)
 GC1653_MARKER: DB = BENCH MARK DISK
 GC1653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1653_SP_SET: BRIDGE
 GC1653_STAMPING: E 167 1947
 GC1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1653
 GC1653  HISTORY     - Date     Condition        Report By
 GC1653  HISTORY     - 1947     MONUMENTED       CGS
 GC1653  HISTORY     - 1972     GOOD             TVA
 GC1653  HISTORY     - 1987     GOOD             USPSQD
 GC1653
 GC1653                          STATION DESCRIPTION
 GC1653
 GC1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1653'1.6 MI E FROM MC KINNON.
 GC1653'1.6 MILES EAST ALONG THE DANVILLE-STEWART ROAD FROM THE METHODIST
 GC1653'CHURCH AT MC KINNON, ABOUT 2.1 MILES WEST OF THE LOUISVILLE AND
 GC1653'NASHVILLE RAILROAD STATION AT STEWART, AT THE JUNCTION OF A DIM
 GC1653'ROAD LEADING NORTH, AT A 10-FOOT WOODEN BRIDGE OVER A SMALL
 GC1653'STREAM, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT,
 GC1653'18 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF THE DIM
 GC1653'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, AND
 GC1653'ABOUT 1/2 FOOT LOWER THAN THE BRIDGE FLOOR.  NOTE-- POINT IS
 GC1653'ABOUT 260 FT W OF CENTERLINE OF T-DRIVE N.
 GC1653
 GC1653                          STATION RECOVERY (1972)
 GC1653
 GC1653'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1653'RECOVERED IN GOOD CONDITION.
 GC1653
 GC1653                          STATION RECOVERY (1987)
 GC1653
 GC1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1576 ***********************************************************************
 GC1576  DESIGNATION -  E 168
 GC1576  PID         -  GC1576
 GC1576  STATE/COUNTY-  TN/HUMPHREYS
 GC1576  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1576
 GC1576                         *CURRENT SURVEY CONTROL
 GC1576  ___________________________________________________________________
 GC1576* NAD 83(1986)-  36 03 35.     (N)    087 57 12.     (W)     SCALED    
 GC1576* NAVD 88     -       114.328  (meters)     375.09   (feet)  ADJUSTED  
 GC1576  ___________________________________________________________________
 GC1576  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC1576  DYNAMIC HT  -         114.230 (meters)     374.77  (feet)  COMP
 GC1576  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GC1576
 GC1576  VERT ORDER  -  FIRST     CLASS II
 GC1576
 GC1576.The horizontal coordinates were scaled from a topographic map and have
 GC1576.an estimated accuracy of +/- 6 seconds.
 GC1576
 GC1576.The orthometric height was determined by differential leveling
 GC1576.and adjusted by the National Geodetic Survey in June 1991..
 GC1576
 GC1576.The geoid height was determined by GEOID03.
 GC1576
 GC1576.The dynamic height is computed by dividing the NAVD 88
 GC1576.geopotential number by the normal gravity value computed on the
 GC1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1576.degrees latitude (g = 980.6199 gals.).
 GC1576
 GC1576.The modeled gravity was interpolated from observed gravity values.
 GC1576
 GC1576;                    North         East    Units  Estimated Accuracy
 GC1576;SPC TN       -   193,300.      424,030.      MT  (+/- 180 meters Scaled)
 GC1576
 GC1576                          SUPERSEDED SURVEY CONTROL
 GC1576
 GC1576  NGVD 29 (??/??/92)  114.360  (m)          375.20   (f) ADJ UNCH    1 2
 GC1576
 GC1576.Superseded values are not recommended for survey control.
 GC1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1576.See file dsdata.txt to determine how the superseded data were derived.
 GC1576
 GC1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE141909(NAD 83)
 GC1576_MARKER: DB = BENCH MARK DISK
 GC1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1576_STAMPING: E 168 1947
 GC1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1576+STABILITY: SURFACE MOTION
 GC1576
 GC1576  HISTORY     - Date     Condition        Report By
 GC1576  HISTORY     - 1947     MONUMENTED       CGS
 GC1576  HISTORY     - 1972     GOOD             TVA
 GC1576  HISTORY     - 1988     GOOD             USPSQD
 GC1576
 GC1576                          STATION DESCRIPTION
 GC1576
 GC1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1576'1.9 MI W FROM DENVER.
 GC1576'1.9 MILES WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1576'FROM THE POST OFFICE AT DENVER, ABOUT 0.7 MILE EAST OF THE SITE
 GC1576'OF THE STATION AT ABANDONED JOHNSONVILLE, AT THE JUNCTION OF A
 GC1576'DIRT ROAD LEADING SOUTH, 161 FEET SOUTHEAST ACROSS THE GRAVEL
 GC1576'ROAD FROM A 20-INCH BLAZED OAK TREE, 30 FEET SOUTH OF THE CENTER
 GC1576'LINE OF THE GRAVEL ROAD, 20 FEET WEST OF THE CENTER LINE OF THE
 GC1576'DIRT ROAD, 2 FEET SOUTH OF A FENCE, ABOUT 1-1/2 FEET HIGHER THAN
 GC1576'THE JUNCTION, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GC1576'6 INCHES.  NOTE-- STATION IS 77.55 FT SE OF CONTROL MONUMENT RT
 GC1576'CD 22.  STEEL POST AND SURVEY MARKER SIGN SET AT MONUMENT.
 GC1576
 GC1576                          STATION RECOVERY (1972)
 GC1576
 GC1576'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1576'RECOVERED IN GOOD CONDITION.
 GC1576
 GC1576                          STATION RECOVERY (1988)
 GC1576
 GC1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1417 ***********************************************************************
 FE1417  DESIGNATION -  E 17
 FE1417  PID         -  FE1417
 FE1417  STATE/COUNTY-  TN/SHELBY
 FE1417  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1417
 FE1417                         *CURRENT SURVEY CONTROL
 FE1417  ___________________________________________________________________
 FE1417* NAD 83(1986)-  35 03 46.     (N)    089 56 35.     (W)     SCALED    
 FE1417* NAVD 88     -        88.101  (meters)     289.04   (feet)  ADJUSTED  
 FE1417  ___________________________________________________________________
 FE1417  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1417  DYNAMIC HT  -          88.020 (meters)     288.78  (feet)  COMP
 FE1417  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FE1417
 FE1417  VERT ORDER  -  FIRST     CLASS II
 FE1417
 FE1417.The horizontal coordinates were scaled from a topographic map and have
 FE1417.an estimated accuracy of +/- 6 seconds.
 FE1417
 FE1417.The orthometric height was determined by differential leveling
 FE1417.and adjusted by the National Geodetic Survey in June 1991..
 FE1417
 FE1417.The geoid height was determined by GEOID03.
 FE1417
 FE1417.The dynamic height is computed by dividing the NAVD 88
 FE1417.geopotential number by the normal gravity value computed on the
 FE1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1417.degrees latitude (g = 980.6199 gals.).
 FE1417
 FE1417.The modeled gravity was interpolated from observed gravity values.
 FE1417
 FE1417;                    North         East    Units  Estimated Accuracy
 FE1417;SPC TN       -    88,180.      240,400.      MT  (+/- 180 meters Scaled)
 FE1417
 FE1417                          SUPERSEDED SURVEY CONTROL
 FE1417
 FE1417  NGVD 29 (??/??/??)   88.069  (m)          288.94   (f) ADJUSTED    1 2
 FE1417
 FE1417.Superseded values are not recommended for survey control.
 FE1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1417.See file dsdata.txt to determine how the superseded data were derived.
 FE1417
 FE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD316839(NAD 83)
 FE1417_MARKER: DB = BENCH MARK DISK
 FE1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1417_STAMPING: E-17-1934
 FE1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1417+STABILITY: SURFACE MOTION
 FE1417
 FE1417  HISTORY     - Date     Condition        Report By
 FE1417  HISTORY     - 1934     MONUMENTED       CGS
 FE1417
 FE1417                          STATION DESCRIPTION
 FE1417
 FE1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE1417'3.9 MI S FROM MEMPHIS.
 FE1417'3.9 MILES SOUTH OF INTERSECTION CASTALIA AND PERSON STS. AT
 FE1417'MEMPHIS 105 FEET SOUTH OF FOURTH TELEGRAPH POLE SOUTH OF MILE
 FE1417'POST 492.  184 FEET NORTH OF FORSYTHE STATION.  33 FEET NORTHWEST
 FE1417'OF CENTERLINE OF EAST AND WEST ROAD.  27 FEET SOUTHEAST OF
 FE1417'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1255 ***********************************************************************
 FD1255  DESIGNATION -  E 170
 FD1255  PID         -  FD1255
 FD1255  STATE/COUNTY-  TN/PERRY
 FD1255  USGS QUAD   -  POPE (1973)
 FD1255
 FD1255                         *CURRENT SURVEY CONTROL
 FD1255  ___________________________________________________________________
 FD1255* NAD 83(1986)-  35 32 24.     (N)    087 57 14.     (W)     SCALED    
 FD1255* NAVD 88     -       115.413  (meters)     378.65   (feet)  ADJUSTED  
 FD1255  ___________________________________________________________________
 FD1255  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1255  DYNAMIC HT  -         115.308 (meters)     378.31  (feet)  COMP
 FD1255  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 FD1255
 FD1255  VERT ORDER  -  FIRST     CLASS II
 FD1255
 FD1255.The horizontal coordinates were scaled from a topographic map and have
 FD1255.an estimated accuracy of +/- 6 seconds.
 FD1255
 FD1255.The orthometric height was determined by differential leveling
 FD1255.and adjusted by the National Geodetic Survey in June 1991..
 FD1255
 FD1255.The geoid height was determined by GEOID03.
 FD1255
 FD1255.The dynamic height is computed by dividing the NAVD 88
 FD1255.geopotential number by the normal gravity value computed on the
 FD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1255.degrees latitude (g = 980.6199 gals.).
 FD1255
 FD1255.The modeled gravity was interpolated from observed gravity values.
 FD1255
 FD1255;                    North         East    Units  Estimated Accuracy
 FD1255;SPC TN       -   135,650.      422,830.      MT  (+/- 180 meters Scaled)
 FD1255
 FD1255                          SUPERSEDED SURVEY CONTROL
 FD1255
 FD1255  NGVD 29 (??/??/92)  115.422  (m)          378.68   (f) ADJ UNCH    1 2
 FD1255
 FD1255.Superseded values are not recommended for survey control.
 FD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1255.See file dsdata.txt to determine how the superseded data were derived.
 FD1255
 FD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE135333(NAD 83)
 FD1255_MARKER: DD = SURVEY DISK
 FD1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1255_SP_SET: CULVERT
 FD1255_STAMPING: E 170 1947
 FD1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1255
 FD1255  HISTORY     - Date     Condition        Report By
 FD1255  HISTORY     - 1947     MONUMENTED       TVA
 FD1255  HISTORY     - 1947     GOOD             NGS
 FD1255
 FD1255                          STATION DESCRIPTION
 FD1255
 FD1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1255'9.8 MI SE FROM POPE.
 FD1255'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM THE
 FD1255'JUNCTION OF STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1255'MILES EAST, THENCE ABOUT 5.5 MILES SOUTH ALONG A GRAVEL ROAD, AT
 FD1255'MOORES GENERAL STORE, ABOUT 135 FEET NORTHWEST OF THE NORTHWEST
 FD1255'END OF THE STORE, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 FD1255'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 13 FEET NORTHEAST OF
 FD1255'AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE ROAD.  MARK FOUND
 FD1255'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.  NOTE-- MARK MAY
 FD1255'BE REACHED FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY
 FD1255'BY GOING ABOUT 14.25 MILES NORTHEAST ALONG THE LINDEN ROAD, THENCE
 FD1255'ABOUT 2.0 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO MOORES
 FD1255'STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0229 ***********************************************************************
 FE0229  DESIGNATION -  E 171
 FE0229  PID         -  FE0229
 FE0229  STATE/COUNTY-  TN/HARDIN
 FE0229  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0229
 FE0229                         *CURRENT SURVEY CONTROL
 FE0229  ___________________________________________________________________
 FE0229* NAD 83(1986)-  35 16 33.     (N)    088 17 32.     (W)     SCALED    
 FE0229* NAVD 88     -       122.769  (meters)     402.78   (feet)  ADJUSTED  
 FE0229  ___________________________________________________________________
 FE0229  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0229  DYNAMIC HT  -         122.657 (meters)     402.42  (feet)  COMP
 FE0229  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 FE0229
 FE0229  VERT ORDER  -  FIRST     CLASS II
 FE0229
 FE0229.The horizontal coordinates were scaled from a topographic map and have
 FE0229.an estimated accuracy of +/- 6 seconds.
 FE0229
 FE0229.The orthometric height was determined by differential leveling
 FE0229.and adjusted by the National Geodetic Survey in June 1991..
 FE0229
 FE0229.The geoid height was determined by GEOID03.
 FE0229
 FE0229.The dynamic height is computed by dividing the NAVD 88
 FE0229.geopotential number by the normal gravity value computed on the
 FE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0229.degrees latitude (g = 980.6199 gals.).
 FE0229
 FE0229.The modeled gravity was interpolated from observed gravity values.
 FE0229
 FE0229;                    North         East    Units  Estimated Accuracy
 FE0229;SPC TN       -   107,010.      391,470.      MT  (+/- 180 meters Scaled)
 FE0229
 FE0229                          SUPERSEDED SURVEY CONTROL
 FE0229
 FE0229  NGVD 29 (??/??/??)  122.780  (m)          402.82   (f) ADJUSTED    1 2
 FE0229
 FE0229.Superseded values are not recommended for survey control.
 FE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0229.See file dsdata.txt to determine how the superseded data were derived.
 FE0229
 FE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824043(NAD 83)
 FE0229_MARKER: DB = BENCH MARK DISK
 FE0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0229_SP_SET: BUILDING
 FE0229_STAMPING: E 171 1947
 FE0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0229
 FE0229  HISTORY     - Date     Condition        Report By
 FE0229  HISTORY     - 1947     MONUMENTED       CGS
 FE0229  HISTORY     - 1973     GOOD             TVA
 FE0229
 FE0229                          STATION DESCRIPTION
 FE0229
 FE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0229'6.2 MI NW FROM SAVANNAH.
 FE0229'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0229'SAVANNAH, THENCE ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0229'AT THE COFFEE LANDING GAGING STATION, SET VERTICALLY IN THE
 FE0229'WEST FACE AT THE NORTHWEST CORNER OF THE CONCRETE GAGE HOUSE, ABOUT
 FE0229'265 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTH
 FE0229'OF THE NORTHWEST CORNER OF THE GAGE HOUSE, AND 2.5 FEET ABOVE
 FE0229'THE CAT-WALK AROUND THE GAGE HOUSE.  NOTE-- CAP IS VISIBLE FROM
 FE0229'BANK OF RIVER-- NO ACCESS AT THIS TIME-- IRON WALK LEADING TO
 FE0229'GAGE HOUSE UNSAFE IN WALK.
 FE0229
 FE0229                          STATION RECOVERY (1973)
 FE0229
 FE0229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0475 ***********************************************************************
 GC0475  DESIGNATION -  E 172
 GC0475  PID         -  GC0475
 GC0475  STATE/COUNTY-  TN/DAVIDSON
 GC0475  USGS QUAD   -  BELLEVUE (1983)
 GC0475
 GC0475                         *CURRENT SURVEY CONTROL
 GC0475  ___________________________________________________________________
 GC0475* NAD 83(1986)-  36 04 18.     (N)    086 58 59.     (W)     SCALED    
 GC0475* NAVD 88     -       169.351  (meters)     555.61   (feet)  ADJUSTED  
 GC0475  ___________________________________________________________________
 GC0475  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0475  DYNAMIC HT  -         169.203 (meters)     555.13  (feet)  COMP
 GC0475  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GC0475
 GC0475  VERT ORDER  -  FIRST     CLASS II
 GC0475
 GC0475.The horizontal coordinates were scaled from a topographic map and have
 GC0475.an estimated accuracy of +/- 6 seconds.
 GC0475
 GC0475.The orthometric height was determined by differential leveling
 GC0475.and adjusted by the National Geodetic Survey in June 1991..
 GC0475
 GC0475.The geoid height was determined by GEOID03.
 GC0475
 GC0475.The dynamic height is computed by dividing the NAVD 88
 GC0475.geopotential number by the normal gravity value computed on the
 GC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0475.degrees latitude (g = 980.6199 gals.).
 GC0475
 GC0475.The modeled gravity was interpolated from observed gravity values.
 GC0475
 GC0475;                    North         East    Units  Estimated Accuracy
 GC0475;SPC TN       -   193,310.      511,450.      MT  (+/- 180 meters Scaled)
 GC0475
 GC0475                          SUPERSEDED SURVEY CONTROL
 GC0475
 GC0475  NGVD 29 (??/??/92)  169.373  (m)          555.68   (f) ADJ UNCH    1 2
 GC0475
 GC0475.Superseded values are not recommended for survey control.
 GC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0475.See file dsdata.txt to determine how the superseded data were derived.
 GC0475
 GC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE015918(NAD 83)
 GC0475_MARKER: DB = BENCH MARK DISK
 GC0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0475_STAMPING: E 172 1959
 GC0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0475+STABILITY: SURFACE MOTION
 GC0475
 GC0475  HISTORY     - Date     Condition        Report By
 GC0475  HISTORY     - 1959     MONUMENTED       CGS
 GC0475  HISTORY     - 1959     GOOD             NGS
 GC0475
 GC0475                          STATION DESCRIPTION
 GC0475
 GC0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0475'9.2 MI E FROM KINGSTON SPRINGS.
 GC0475'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON
 GC0475'A PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC0475'ROAD, THENCE 4.5 MILES EAST ON THE INTERSTATE HIGHWAY, THENCE 0.5
 GC0475'MILE SOUHTEAST ON A PAVED ROAD, THENCE 1.8 MILES NORTH AND EAST
 GC0475'ON A PAVED ROAD TO A RAILROAD OVERPASS, THENCE 0.95 MILE EAST ON
 GC0475'THE RAILROAD, INTHE NORTHEAST ANGLE OF A FARM ROAD CROSSING,
 GC0475'160 FT. WEST OF MILE POST 15, 23.5 FT. NORTH OF THE NORTH RAIL
 GC0475'OF THE TRACK, 14.5 FT. EAST OF THE CENTER OF THE ROAD, 7.5 FT.
 GC0475'EAST OF THE EAST GATE POST, 1 FT. SOUTH OF THE FENCE LINE, 2 FT.
 GC0475'EAST OF A WITNESS POST, A DISK SET IN TOP OF A CONCRETE POST
 GC0475'PROJECTING 4 INCHES, AND ABOUT LEVEL WITH THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1548 ***********************************************************************
 GC1548  DESIGNATION -  E 173
 GC1548  PID         -  GC1548
 GC1548  STATE/COUNTY-  TN/HUMPHREYS
 GC1548  USGS QUAD   -  MC EWEN (1982)
 GC1548
 GC1548                         *CURRENT SURVEY CONTROL
 GC1548  ___________________________________________________________________
 GC1548* NAD 83(1986)-  36 06 14.     (N)    087 40 14.     (W)     SCALED    
 GC1548* NAVD 88     -       224.643  (meters)     737.02   (feet)  ADJUSTED  
 GC1548  ___________________________________________________________________
 GC1548  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1548  DYNAMIC HT  -         224.448 (meters)     736.38  (feet)  COMP
 GC1548  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GC1548
 GC1548  VERT ORDER  -  FIRST     CLASS II
 GC1548
 GC1548.The horizontal coordinates were scaled from a topographic map and have
 GC1548.an estimated accuracy of +/- 6 seconds.
 GC1548
 GC1548.The orthometric height was determined by differential leveling
 GC1548.and adjusted by the National Geodetic Survey in June 1991..
 GC1548
 GC1548.The geoid height was determined by GEOID03.
 GC1548
 GC1548.The dynamic height is computed by dividing the NAVD 88
 GC1548.geopotential number by the normal gravity value computed on the
 GC1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1548.degrees latitude (g = 980.6199 gals.).
 GC1548
 GC1548.The modeled gravity was interpolated from observed gravity values.
 GC1548
 GC1548;                    North         East    Units  Estimated Accuracy
 GC1548;SPC TN       -   197,730.      449,590.      MT  (+/- 180 meters Scaled)
 GC1548
 GC1548                          SUPERSEDED SURVEY CONTROL
 GC1548
 GC1548  NGVD 29 (??/??/92)  224.652  (m)          737.05   (f) ADJ UNCH    1 2
 GC1548
 GC1548.Superseded values are not recommended for survey control.
 GC1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1548.See file dsdata.txt to determine how the superseded data were derived.
 GC1548
 GC1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE396956(NAD 83)
 GC1548_MARKER: DB = BENCH MARK DISK
 GC1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1548_SP_SET: CULVERT
 GC1548_STAMPING: E 173 1948
 GC1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1548
 GC1548  HISTORY     - Date     Condition        Report By
 GC1548  HISTORY     - 1948     MONUMENTED       CGS
 GC1548  HISTORY     - 1972     GOOD             TVA
 GC1548  HISTORY     - 1988     GOOD             USPSQD
 GC1548
 GC1548                          STATION DESCRIPTION
 GC1548
 GC1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1548'2.1 MI W FROM MC EWEN.
 GC1548'2.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1548'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 148 FEET WEST OF THE
 GC1548'CENTER OF A GRAVEL ROAD CROSSING, 86 FEET EAST OF MILE POST 59,
 GC1548'SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A 20-INCH
 GC1548'CONCRETE PIPE CULVERT, 18 FEET NORTH OF THE NORTH RAIL AND ABOUT
 GC1548'4 FEET BELOW THE TRACK.
 GC1548
 GC1548                          STATION RECOVERY (1972)
 GC1548
 GC1548'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1548'RECOVERED IN GOOD CONDITION.
 GC1548
 GC1548                          STATION RECOVERY (1988)
 GC1548
 GC1548'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0506 ***********************************************************************
 FE0506  DESIGNATION -  E 174
 FE0506  PID         -  FE0506
 FE0506  STATE/COUNTY-  TN/CHESTER
 FE0506  USGS QUAD   -  JACKS CREEK (1983)
 FE0506
 FE0506                         *CURRENT SURVEY CONTROL
 FE0506  ___________________________________________________________________
 FE0506* NAD 83(1986)-  35 24 32.     (N)    088 37 10.     (W)     SCALED    
 FE0506* NAVD 88     -       123.182  (meters)     404.14   (feet)  ADJUSTED  
 FE0506  ___________________________________________________________________
 FE0506  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0506  DYNAMIC HT  -         123.069 (meters)     403.77  (feet)  COMP
 FE0506  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE0506
 FE0506  VERT ORDER  -  FIRST     CLASS II
 FE0506
 FE0506.The horizontal coordinates were scaled from a topographic map and have
 FE0506.an estimated accuracy of +/- 6 seconds.
 FE0506
 FE0506.The orthometric height was determined by differential leveling
 FE0506.and adjusted by the National Geodetic Survey in June 1991..
 FE0506
 FE0506.The geoid height was determined by GEOID03.
 FE0506
 FE0506.The dynamic height is computed by dividing the NAVD 88
 FE0506.geopotential number by the normal gravity value computed on the
 FE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0506.degrees latitude (g = 980.6199 gals.).
 FE0506
 FE0506.The modeled gravity was interpolated from observed gravity values.
 FE0506
 FE0506;                    North         East    Units  Estimated Accuracy
 FE0506;SPC TN       -   122,520.      362,110.      MT  (+/- 180 meters Scaled)
 FE0506
 FE0506                          SUPERSEDED SURVEY CONTROL
 FE0506
 FE0506  NGVD 29 (??/??/??)  123.197  (m)          404.19   (f) ADJUSTED    1 2
 FE0506
 FE0506.Superseded values are not recommended for survey control.
 FE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0506.See file dsdata.txt to determine how the superseded data were derived.
 FE0506
 FE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE529195(NAD 83)
 FE0506_MARKER: DB = BENCH MARK DISK
 FE0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0506_STAMPING: E 174 1948
 FE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0506+STABILITY: SURFACE MOTION
 FE0506
 FE0506  HISTORY     - Date     Condition        Report By
 FE0506  HISTORY     - 1948     MONUMENTED       CGS
 FE0506  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0506
 FE0506                          STATION DESCRIPTION
 FE0506
 FE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0506'2.2 MI SE FROM HENDERSON.
 FE0506'ABOUT 2.2 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0506'FROM THE STATION AT HENDERSON, ABOUT 0.4 MILE SOUTHEAST OF MILE
 FE0506'POST 367, AT A FIELD ROAD CROSSING, 47 FEET SOUTHWEST OF THE
 FE0506'SOUTHWEST RAIL, 11 FEET EAST OF THE CENTER LINE OF THE FIELD
 FE0506'ROAD, 24.5 FEET WEST OF A TELEPHONE POLE, 6.5 FEET SOUTHEAST OF A
 FE0506'FENCE CORNER, 2 FEET NORTHEAST OF A WIRE FENCE, 3 FEET NORTHWEST
 FE0506'OF A WHITE WOODEN WITNESS POST, 3.5 FEET BELOW THE TRACK AND
 FE0506'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0506'NOTE-- NO EVIDENCE OF FIELD ROAD.  HEAVY UNDERGROWTH ALONG TRACK.
 FE0506
 FE0506                          STATION RECOVERY (1972)
 FE0506
 FE0506'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0406 ***********************************************************************
 FE0406  DESIGNATION -  E 175
 FE0406  PID         -  FE0406
 FE0406  STATE/COUNTY-  TN/MCNAIRY
 FE0406  USGS QUAD   -  STANTONVILLE (1992)
 FE0406
 FE0406                         *CURRENT SURVEY CONTROL
 FE0406  ___________________________________________________________________
 FE0406* NAD 83(1986)-  35 12 29.     (N)    088 27 04.     (W)     SCALED    
 FE0406* NAVD 88     -       139.269  (meters)     456.92   (feet)  ADJUSTED  
 FE0406  ___________________________________________________________________
 FE0406  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0406  DYNAMIC HT  -         139.142 (meters)     456.50  (feet)  COMP
 FE0406  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 FE0406
 FE0406  VERT ORDER  -  FIRST     CLASS II
 FE0406
 FE0406.The horizontal coordinates were scaled from a topographic map and have
 FE0406.an estimated accuracy of +/- 6 seconds.
 FE0406
 FE0406.The orthometric height was determined by differential leveling
 FE0406.and adjusted by the National Geodetic Survey in June 1991..
 FE0406
 FE0406.The geoid height was determined by GEOID03.
 FE0406
 FE0406.The dynamic height is computed by dividing the NAVD 88
 FE0406.geopotential number by the normal gravity value computed on the
 FE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0406.degrees latitude (g = 980.6199 gals.).
 FE0406
 FE0406.The modeled gravity was interpolated from observed gravity values.
 FE0406
 FE0406;                    North         East    Units  Estimated Accuracy
 FE0406;SPC TN       -    99,850.      376,830.      MT  (+/- 180 meters Scaled)
 FE0406
 FE0406                          SUPERSEDED SURVEY CONTROL
 FE0406
 FE0406  NGVD 29 (??/??/??)  139.272  (m)          456.93   (f) ADJUSTED    1 2
 FE0406
 FE0406.Superseded values are not recommended for survey control.
 FE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0406.See file dsdata.txt to determine how the superseded data were derived.
 FE0406
 FE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD679970(NAD 83)
 FE0406_MARKER: DB = BENCH MARK DISK
 FE0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0406_STAMPING: E 175 1949
 FE0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0406+STABILITY: SURFACE MOTION
 FE0406
 FE0406  HISTORY     - Date     Condition        Report By
 FE0406  HISTORY     - 1949     MONUMENTED       CGS
 FE0406  HISTORY     - 1949     GOOD             CGS
 FE0406
 FE0406                          STATION DESCRIPTION
 FE0406
 FE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0406'4 MI SW FROM ADAMSVILLE.
 FE0406'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0406'AT ADAMSVILLE, AT THE CROSSING OF A POWER TRANSMISSION LINE,
 FE0406'52.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27
 FE0406'FEET SOUTHWEST OF THE SOUTHWEST ONE OF A DOUBLE POLE NO. 159,
 FE0406'8.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL TIN BUILDING,
 FE0406'140 FEET EAST-NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST
 FE0406'HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 2 FEET NORTHEAST OF A
 FE0406'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND SET
 FE0406'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A
 FE0406'STEEL POST WAS SET 2 FEET NORTHWEST OF MARKER.
 FE0406
 FE0406                          STATION RECOVERY (1949)
 FE0406
 FE0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0841 ***********************************************************************
 FD0841  DESIGNATION -  E 176
 FD0841  PID         -  FD0841
 FD0841  STATE/COUNTY-  TN/LAWRENCE
 FD0841  USGS QUAD   -  SUMMERTOWN (1976)
 FD0841
 FD0841                         *CURRENT SURVEY CONTROL
 FD0841  ___________________________________________________________________
 FD0841* NAD 83(1986)-  35 24 00.     (N)    087 17 57.     (W)     SCALED    
 FD0841* NAVD 88     -       272.673  (meters)     894.59   (feet)  ADJUSTED  
 FD0841  ___________________________________________________________________
 FD0841  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0841  DYNAMIC HT  -         272.419 (meters)     893.76  (feet)  COMP
 FD0841  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0841
 FD0841  VERT ORDER  -  FIRST     CLASS II
 FD0841
 FD0841.The horizontal coordinates were scaled from a topographic map and have
 FD0841.an estimated accuracy of +/- 6 seconds.
 FD0841
 FD0841.The orthometric height was determined by differential leveling
 FD0841.and adjusted by the National Geodetic Survey in June 1991..
 FD0841
 FD0841.The geoid height was determined by GEOID03.
 FD0841
 FD0841.The dynamic height is computed by dividing the NAVD 88
 FD0841.geopotential number by the normal gravity value computed on the
 FD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0841.degrees latitude (g = 980.6199 gals.).
 FD0841
 FD0841.The modeled gravity was interpolated from observed gravity values.
 FD0841
 FD0841;                    North         East    Units  Estimated Accuracy
 FD0841;SPC TN       -   119,130.      481,990.      MT  (+/- 180 meters Scaled)
 FD0841
 FD0841                          SUPERSEDED SURVEY CONTROL
 FD0841
 FD0841  NGVD 29 (??/??/92)  272.641  (m)          894.49   (f) ADJ UNCH    1 2
 FD0841
 FD0841.Superseded values are not recommended for survey control.
 FD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0841.See file dsdata.txt to determine how the superseded data were derived.
 FD0841
 FD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE728174(NAD 83)
 FD0841_MARKER: DB = BENCH MARK DISK
 FD0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0841_STAMPING: E 176 1949
 FD0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0841+STABILITY: SURFACE MOTION
 FD0841
 FD0841  HISTORY     - Date     Condition        Report By
 FD0841  HISTORY     - 1949     MONUMENTED       CGS
 FD0841  HISTORY     - 1973     GOOD             TVA
 FD0841  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0841
 FD0841                          STATION DESCRIPTION
 FD0841
 FD0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0841'2.6 MI S FROM SUMMERTOWN.
 FD0841'ABOUT 2.55 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0841'FROM THE STATION AT SUMMERTOWN, ABOUT 1.95 MILES NORTH OF THE FLAG
 FD0841'STATION AT BRACE, ABOUT 0.2 MILE SOUTH OF MILE POST 257, 184 FEET
 FD0841'WEST OF THE WEST RAIL, 136 FEET WEST OF THE R/W FENCE LINE,
 FD0841'15.5 FEET WEST OF A TRIANGULAR BLAZED 14-INCH HICKORY TREE, 20
 FD0841'FEET SOUTHWEST OF THE SOUTHWEST BANK OF A SMALL CREEK, 85 FEET
 FD0841'NORTHWEST AND ACROSS CREEK FROM A LARGE SPRING, 184 FEET WEST
 FD0841'OF A HAND CAR SIDING ON RAILROAD, 1 FOOT SOUTH OF A FENCE LINE, 3
 FD0841'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 15 FEET BELOW
 FD0841'THE TRACK AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD0841'NOTE-- STEEL POST AND SIGN SET 2 FEET EAST.
 FD0841
 FD0841                          STATION RECOVERY (1973)
 FD0841
 FD0841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0841'RECOVERED IN GOOD CONDITION.
 FD0841
 FD0841                          STATION RECOVERY (1983)
 FD0841
 FD0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0841'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0267 ***********************************************************************
 GD0267  DESIGNATION -  E 177
 GD0267  PID         -  GD0267
 GD0267  STATE/COUNTY-  TN/WEAKLEY
 GD0267  USGS QUAD   -  MARTIN (1983)
 GD0267
 GD0267                         *CURRENT SURVEY CONTROL
 GD0267  ___________________________________________________________________
 GD0267* NAD 83(1986)-  36 20 13.     (N)    088 49 49.     (W)     SCALED    
 GD0267* NAVD 88     -       116.460  (meters)     382.09   (feet)  ADJUSTED  
 GD0267  ___________________________________________________________________
 GD0267  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0267  DYNAMIC HT  -         116.365 (meters)     381.77  (feet)  COMP
 GD0267  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 GD0267
 GD0267  VERT ORDER  -  FIRST     CLASS II
 GD0267
 GD0267.The horizontal coordinates were scaled from a topographic map and have
 GD0267.an estimated accuracy of +/- 6 seconds.
 GD0267
 GD0267.The orthometric height was determined by differential leveling
 GD0267.and adjusted by the National Geodetic Survey in June 1991..
 GD0267
 GD0267.The geoid height was determined by GEOID03.
 GD0267
 GD0267.The dynamic height is computed by dividing the NAVD 88
 GD0267.geopotential number by the normal gravity value computed on the
 GD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0267.degrees latitude (g = 980.6199 gals.).
 GD0267
 GD0267.The modeled gravity was interpolated from observed gravity values.
 GD0267
 GD0267;                    North         East    Units  Estimated Accuracy
 GD0267;SPC TN       -   225,980.      345,940.      MT  (+/- 180 meters Scaled)
 GD0267
 GD0267                          SUPERSEDED SURVEY CONTROL
 GD0267
 GD0267  NGVD 29 (??/??/??)  116.472  (m)          382.13   (f) ADJUSTED    1 2
 GD0267
 GD0267.Superseded values are not recommended for survey control.
 GD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0267.See file dsdata.txt to determine how the superseded data were derived.
 GD0267
 GD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF357228(NAD 83)
 GD0267_MARKER: DB = BENCH MARK DISK
 GD0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0267_SP_SET: BRIDGE ABUTMENT
 GD0267_STAMPING: E 177 1949
 GD0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0267+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0267
 GD0267  HISTORY     - Date     Condition        Report By
 GD0267  HISTORY     - 1949     MONUMENTED       CGS
 GD0267  HISTORY     - 1967     GOOD             CGS
 GD0267  HISTORY     - 20020820 GOOD             USACE
 GD0267
 GD0267                          STATION DESCRIPTION
 GD0267
 GD0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0267'1.1 MI E FROM MARTIN.
 GD0267'ABOUT 1.1 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GD0267'LOUIS RAILWAY FROM THE UNION STATION AT MARTIN, AT POLE 139/31,
 GD0267'ABOUT 0.1 MILE EAST OF MILE POST 140, SET IN THE TOP OF THE SOUTH
 GD0267'END OF THE EAST CONCRETE ABUTMENT OF 135-FOOT TRESTLE NO.
 GD0267'139.9, 6.5 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH OF THE
 GD0267'SOUTH END OF THE ABUTMENT AND ABOUT LEVEL WITH THE TRACK.
 GD0267
 GD0267                          STATION RECOVERY (1967)
 GD0267
 GD0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0267'RECOVERED IN GOOD CONDITION.
 GD0267
 GD0267                          STATION RECOVERY (2002)
 GD0267
 GD0267'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0191 ***********************************************************************
 FD0191  DESIGNATION -  E 178
 FD0191  PID         -  FD0191
 FD0191  STATE/COUNTY-  TN/FRANKLIN
 FD0191  USGS QUAD   -  HUNTLAND (1972)
 FD0191
 FD0191                         *CURRENT SURVEY CONTROL
 FD0191  ___________________________________________________________________
 FD0191* NAD 83(1986)-  35 02 27.     (N)    086 18 11.     (W)     SCALED    
 FD0191* NAVD 88     -       286.433  (meters)     939.74   (feet)  ADJUSTED  
 FD0191  ___________________________________________________________________
 FD0191  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD0191  DYNAMIC HT  -         286.149 (meters)     938.81  (feet)  COMP
 FD0191  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FD0191
 FD0191  VERT ORDER  -  FIRST     CLASS II
 FD0191
 FD0191.The horizontal coordinates were scaled from a topographic map and have
 FD0191.an estimated accuracy of +/- 6 seconds.
 FD0191
 FD0191.The orthometric height was determined by differential leveling
 FD0191.and adjusted by the National Geodetic Survey in June 1991..
 FD0191
 FD0191.The geoid height was determined by GEOID03.
 FD0191
 FD0191.The dynamic height is computed by dividing the NAVD 88
 FD0191.geopotential number by the normal gravity value computed on the
 FD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0191.degrees latitude (g = 980.6199 gals.).
 FD0191
 FD0191.The modeled gravity was interpolated from observed gravity values.
 FD0191
 FD0191;                    North         East    Units  Estimated Accuracy
 FD0191;SPC TN       -    78,540.      572,350.      MT  (+/- 180 meters Scaled)
 FD0191
 FD0191                          SUPERSEDED SURVEY CONTROL
 FD0191
 FD0191  NGVD 29 (??/??/92)  286.392  (m)          939.60   (f) ADJ UNCH    1 2
 FD0191
 FD0191.Superseded values are not recommended for survey control.
 FD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0191.See file dsdata.txt to determine how the superseded data were derived.
 FD0191
 FD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED635777(NAD 83)
 FD0191_MARKER: DB = BENCH MARK DISK
 FD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0191_STAMPING: E 178 1949
 FD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0191+STABILITY: SURFACE MOTION
 FD0191
 FD0191  HISTORY     - Date     Condition        Report By
 FD0191  HISTORY     - 1949     MONUMENTED       CGS
 FD0191
 FD0191                          STATION DESCRIPTION
 FD0191
 FD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0191'2.2 MI SW FROM HUNTLAND.
 FD0191'2.15 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0191'RAILWAY FROM THE STATION AT HUNTLAND, AT A ROAD CROSSING KNOWN
 FD0191'AS RICH CROSSING, 274 FEET SOUTHWEST AND ACROSS ROAD SOUTH FROM
 FD0191'MILE POST 18, 39 1/2 FEET SOUTH OF THE CENTER OF THE CROSSING,
 FD0191'25 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET SOUTHWEST OF
 FD0191'THE CENTER LINE OF THE ROAD SOUTHEAST, 7 1/2 FEET SOUTHEAST OF
 FD0191'THE 2ND TELEPHONE POLE SOUTHWEST OF MILE POST 18, 8 FEET WEST OF A
 FD0191'FENCE CORNER, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FD0191'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0191'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0180 ***********************************************************************
 FD0180  DESIGNATION -  E 179
 FD0180  PID         -  FD0180
 FD0180  STATE/COUNTY-  TN/LINCOLN
 FD0180  USGS QUAD   -  FLINTVILLE (1972)
 FD0180
 FD0180                         *CURRENT SURVEY CONTROL
 FD0180  ___________________________________________________________________
 FD0180* NAD 83(1986)-  35 02 45.     (N)    086 23 57.     (W)     SCALED    
 FD0180* NAVD 88     -       276.335  (meters)     906.61   (feet)  ADJUSTED  
 FD0180  ___________________________________________________________________
 FD0180  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0180  DYNAMIC HT  -         276.066 (meters)     905.73  (feet)  COMP
 FD0180  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FD0180
 FD0180  VERT ORDER  -  FIRST     CLASS II
 FD0180
 FD0180.The horizontal coordinates were scaled from a topographic map and have
 FD0180.an estimated accuracy of +/- 6 seconds.
 FD0180
 FD0180.The orthometric height was determined by differential leveling
 FD0180.and adjusted by the National Geodetic Survey in June 1991..
 FD0180
 FD0180.The geoid height was determined by GEOID03.
 FD0180
 FD0180.The dynamic height is computed by dividing the NAVD 88
 FD0180.geopotential number by the normal gravity value computed on the
 FD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0180.degrees latitude (g = 980.6199 gals.).
 FD0180
 FD0180.The modeled gravity was interpolated from observed gravity values.
 FD0180
 FD0180;                    North         East    Units  Estimated Accuracy
 FD0180;SPC TN       -    79,130.      563,580.      MT  (+/- 180 meters Scaled)
 FD0180
 FD0180                          SUPERSEDED SURVEY CONTROL
 FD0180
 FD0180  NGVD 29 (??/??/92)  276.298  (m)          906.49   (f) ADJ UNCH    1 2
 FD0180
 FD0180.Superseded values are not recommended for survey control.
 FD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0180.See file dsdata.txt to determine how the superseded data were derived.
 FD0180
 FD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED547782(NAD 83)
 FD0180_MARKER: DB = BENCH MARK DISK
 FD0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0180_STAMPING: E 179 1949
 FD0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0180+STABILITY: SURFACE MOTION
 FD0180
 FD0180  HISTORY     - Date     Condition        Report By
 FD0180  HISTORY     - 1949     MONUMENTED       CGS
 FD0180  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0180
 FD0180                          STATION DESCRIPTION
 FD0180
 FD0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0180'1.6 MI SE FROM FLINTVILLE.
 FD0180'1.6 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0180'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, NEAR THE EAST
 FD0180'CORNER OF A CULTIVATED FIELD, 356 FEET SOUTHEAST OF MILE POST
 FD0180'25, 133 FEET NORTHWEST OF THE FENCE CORNER, 26 FEET SOUTHWEST
 FD0180'OF THE SOUTHWEST RAIL, 12 FEET WEST OF THE SECOND TELEPHONE
 FD0180'POLE SOUTHEAST OF THE MILE POST, 2 FEET NORTHEAST OF A FENCE
 FD0180'LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 FD0180'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0180'PROJECTING 3 INCHES.
 FD0180
 FD0180                          STATION RECOVERY (2001)
 FD0180
 FD0180'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0326 ***********************************************************************
 FD0326  DESIGNATION -  E 180
 FD0326  PID         -  FD0326
 FD0326  STATE/COUNTY-  TN/LINCOLN
 FD0326  USGS QUAD   -  PETERSBURG (1980)
 FD0326
 FD0326                         *CURRENT SURVEY CONTROL
 FD0326  ___________________________________________________________________
 FD0326* NAD 83(1986)-  35 16 30.     (N)    086 37 41.     (W)     SCALED    
 FD0326* NAVD 88     -       228.779  (meters)     750.59   (feet)  ADJUSTED  
 FD0326  ___________________________________________________________________
 FD0326  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0326  DYNAMIC HT  -         228.569 (meters)     749.90  (feet)  COMP
 FD0326  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FD0326
 FD0326  VERT ORDER  -  FIRST     CLASS II
 FD0326
 FD0326.The horizontal coordinates were scaled from a topographic map and have
 FD0326.an estimated accuracy of +/- 6 seconds.
 FD0326
 FD0326.The orthometric height was determined by differential leveling
 FD0326.and adjusted by the National Geodetic Survey in June 1991..
 FD0326
 FD0326.The geoid height was determined by GEOID03.
 FD0326
 FD0326.The dynamic height is computed by dividing the NAVD 88
 FD0326.geopotential number by the normal gravity value computed on the
 FD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0326.degrees latitude (g = 980.6199 gals.).
 FD0326
 FD0326.The modeled gravity was interpolated from observed gravity values.
 FD0326
 FD0326;                    North         East    Units  Estimated Accuracy
 FD0326;SPC TN       -   104,660.      542,860.      MT  (+/- 180 meters Scaled)
 FD0326
 FD0326                          SUPERSEDED SURVEY CONTROL
 FD0326
 FD0326  NGVD 29 (??/??/92)  228.758  (m)          750.52   (f) ADJ UNCH    1 2
 FD0326
 FD0326.Superseded values are not recommended for survey control.
 FD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0326.See file dsdata.txt to determine how the superseded data were derived.
 FD0326
 FD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE338036(NAD 83)
 FD0326_MARKER: DB = BENCH MARK DISK
 FD0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0326_STAMPING: E 180 1949
 FD0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0326+STABILITY: SURFACE MOTION
 FD0326
 FD0326  HISTORY     - Date     Condition        Report By
 FD0326  HISTORY     - 1949     MONUMENTED       CGS
 FD0326
 FD0326                          STATION DESCRIPTION
 FD0326
 FD0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0326'3 MI SE FROM PETERSBURG.
 FD0326'3.05 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0326'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.45 MILE
 FD0326'SOUTHEAST OF A BRIDGE OVER CANE CREEK, AT A ROAD CROSSING, 93
 FD0326'FEET NORTH-NORTHWEST OF POLE NO. 49/5, 53 FEET WEST AND ACROSS
 FD0326'THE TRACK FROM T.V.A. POWER POLE NO. 283, 43 1/2 FEET EAST OF
 FD0326'THE CENTER LINE OF STATE HIGHWAY 50, 39 1/2 FEET SOUTH-SOUTHWEST
 FD0326'OF THE CENTER OF THE CROSSING, 35 FEET SOUTH-SOUTHEAST OF THE
 FD0326'CENTER OF THE ROAD, 20 FEET WEST OF THE WEST RAIL, 1 1/2 FEET
 FD0326'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FD0326'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0184 ***********************************************************************
 GD0184  DESIGNATION -  E 181
 GD0184  PID         -  GD0184
 GD0184  STATE/COUNTY-  TN/HENRY
 GD0184  USGS QUAD   -  PARIS (1986)
 GD0184
 GD0184                         *CURRENT SURVEY CONTROL
 GD0184  ___________________________________________________________________
 GD0184* NAD 83(1986)-  36 18 12.     (N)    088 20 29.     (W)     SCALED    
 GD0184* NAVD 88     -       138.042  (meters)     452.89   (feet)  ADJUSTED  
 GD0184  ___________________________________________________________________
 GD0184  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0184  DYNAMIC HT  -         137.929 (meters)     452.52  (feet)  COMP
 GD0184  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 GD0184
 GD0184  VERT ORDER  -  FIRST     CLASS II
 GD0184
 GD0184.The horizontal coordinates were scaled from a topographic map and have
 GD0184.an estimated accuracy of +/- 6 seconds.
 GD0184
 GD0184.The orthometric height was determined by differential leveling
 GD0184.and adjusted by the National Geodetic Survey in June 1991..
 GD0184
 GD0184.The geoid height was determined by GEOID03.
 GD0184
 GD0184.The dynamic height is computed by dividing the NAVD 88
 GD0184.geopotential number by the normal gravity value computed on the
 GD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0184.degrees latitude (g = 980.6199 gals.).
 GD0184
 GD0184.The modeled gravity was interpolated from observed gravity values.
 GD0184
 GD0184;                    North         East    Units  Estimated Accuracy
 GD0184;SPC TN       -   221,090.      389,730.      MT  (+/- 180 meters Scaled)
 GD0184
 GD0184                          SUPERSEDED SURVEY CONTROL
 GD0184
 GD0184  NGVD 29 (??/??/??)  138.084  (m)          453.03   (f) ADJUSTED    1 2
 GD0184
 GD0184.Superseded values are not recommended for survey control.
 GD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0184.See file dsdata.txt to determine how the superseded data were derived.
 GD0184
 GD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF795184(NAD 83)
 GD0184_MARKER: DB = BENCH MARK DISK
 GD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0184_SP_SET: CULVERT
 GD0184_STAMPING: E 181 1949
 GD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0184+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0184
 GD0184  HISTORY     - Date     Condition        Report By
 GD0184  HISTORY     - 1949     MONUMENTED       CGS
 GD0184  HISTORY     - 1968     GOOD             CGS
 GD0184  HISTORY     - 1971     GOOD             NGS
 GD0184  HISTORY     - 20040508 GOOD             USACE
 GD0184
 GD0184                          STATION DESCRIPTION
 GD0184
 GD0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0184'IN PARIS.
 GD0184'THE MARK IS ABOUT 0.9 OF A MILE WEST ALONG STATE ROUTES 54 AND
 GD0184'69 FROM THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE
 GD0184'SQUARE IN PARIS, NEAR THE JUNCTION OF THE HIGHWAYS WHERE THEY
 GD0184'SPLIT, AND STATE ROUTE 69 BEARS RIGHT, NORTH.  IT IS 81 FEET EAST
 GD0184'OF THE APPROXIMATE CENTER OF CONNECTING ROAD BETWEEN STATE
 GD0184'ROUTES 54 AND 69, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GD0184'STATE ROUTE 69, 12 FEET SOUTHEAST OF A LARGE UTILITY POLE WITH
 GD0184'THREE ELECTRIC TRANSFORMERS ATTACHED, 1.3 FEET SOUTHEAST OF A
 GD0184'METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTHEAST OF THE
 GD0184'NORTHWEST END OF A CONCRETE HEADWALL.  IT IS A STANDARD DISK
 GD0184'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE
 GD0184'SOUTHEAST HEADWALL OF A 20-FOOT BOX CULVERT ABOUT 2 FEET BELOW
 GD0184'THE LEVEL OF THE HIGHWAY, AND THE DISK IS STAMPED E 181 1949.
 GD0184'NOTE-- 39.85 FT SE OF POWER POLE.  C AND GS POST AND SIGN AND
 GD0184'MONUMENT.
 GD0184
 GD0184                          STATION RECOVERY (1971)
 GD0184
 GD0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0184'RECOVERED IN GOOD CONDITION.
 GD0184
 GD0184                          STATION RECOVERY (2004)
 GD0184
 GD0184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1394 ***********************************************************************
 GC1394  DESIGNATION -  E 182
 GC1394  PID         -  GC1394
 GC1394  STATE/COUNTY-  TN/MONTGOMERY
 GC1394  USGS QUAD   -  EXCELL (1983)
 GC1394
 GC1394                         *CURRENT SURVEY CONTROL
 GC1394  ___________________________________________________________________
 GC1394* NAD 83(1986)-  36 24 16.     (N)    087 16 07.     (W)     SCALED    
 GC1394* NAVD 88     -       121.144  (meters)     397.45   (feet)  ADJUSTED  
 GC1394  ___________________________________________________________________
 GC1394  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC1394  DYNAMIC HT  -         121.043 (meters)     397.12  (feet)  COMP
 GC1394  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GC1394
 GC1394  VERT ORDER  -  FIRST     CLASS II
 GC1394
 GC1394.The horizontal coordinates were scaled from a topographic map and have
 GC1394.an estimated accuracy of +/- 6 seconds.
 GC1394
 GC1394.The orthometric height was determined by differential leveling
 GC1394.and adjusted by the National Geodetic Survey in June 1991..
 GC1394
 GC1394.The geoid height was determined by GEOID03.
 GC1394
 GC1394.The dynamic height is computed by dividing the NAVD 88
 GC1394.geopotential number by the normal gravity value computed on the
 GC1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1394.degrees latitude (g = 980.6199 gals.).
 GC1394
 GC1394.The modeled gravity was interpolated from observed gravity values.
 GC1394
 GC1394;                    North         East    Units  Estimated Accuracy
 GC1394;SPC TN       -   230,530.      486,210.      MT  (+/- 180 meters Scaled)
 GC1394
 GC1394                          SUPERSEDED SURVEY CONTROL
 GC1394
 GC1394  NGVD 29 (??/??/92)  121.206  (m)          397.66   (f) ADJ UNCH    1 2
 GC1394
 GC1394.Superseded values are not recommended for survey control.
 GC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1394.See file dsdata.txt to determine how the superseded data were derived.
 GC1394
 GC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF759288(NAD 83)
 GC1394_MARKER: DB = BENCH MARK DISK
 GC1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1394_SP_SET: STONE
 GC1394_STAMPING: E 182 1949
 GC1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1394+STABILITY: SURFACE MOTION
 GC1394
 GC1394  HISTORY     - Date     Condition        Report By
 GC1394  HISTORY     - 1949     MONUMENTED       CGS
 GC1394  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1394
 GC1394                          STATION DESCRIPTION
 GC1394
 GC1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1394'11.4 MI SE FROM CLARKSVILLE.
 GC1394'11.4 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1394'STATION AT CLARKSVILLE, ABOUT 1.2 MILES SOUTHEAST OF THE STATION
 GC1394'SIGN HICKORY POINT, SET IN THE TOP OF THE SOUTH END OF THE THIRD
 GC1394'ROW OF STONE MASONRY FROM THE TOP OF THE SOUTH STONE WING WALL OF
 GC1394'STEEL TRESTLE NO. 44-56 OVER BRUSH CREEK, 18 FEET SOUTHWEST OF
 GC1394'THE SOUTHWEST RAIL, 20 FEET SOUTH OF THE SOUTH CORNER OF THE
 GC1394'STEEL TRESTLE, 1.8 FEET NORTH OF THE SOUTH FACE OF THE WING WALL,
 GC1394'1.6 FEET EAST OF THE WEST FACE OF THE WING WALL AND ABOUT 5 FEET
 GC1394'BELOW THE TRACK.
 GC1394
 GC1394                          STATION RECOVERY (1984)
 GC1394
 GC1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1394'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1119 ***********************************************************************
 GC1119  DESIGNATION -  E 183
 GC1119  PID         -  GC1119
 GC1119  STATE/COUNTY-  TN/MONTGOMERY
 GC1119  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1119
 GC1119                         *CURRENT SURVEY CONTROL
 GC1119  ___________________________________________________________________
 GC1119* NAD 83(1995)-  36 37 15.57318(N)    087 25 12.04851(W)     ADJUSTED  
 GC1119* NAVD 88     -       164.854  (meters)     540.86   (feet)  ADJUSTED  
 GC1119  ___________________________________________________________________
 GC1119  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GC1119  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1119  DYNAMIC HT  -         164.718 (meters)     540.41  (feet)  COMP
 GC1119  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GC1119
 GC1119  HORZ ORDER  -  SECOND
 GC1119  VERT ORDER  -  FIRST     CLASS II
 GC1119
 GC1119.This mark is at Outlaw Field Airport (CKV)
 GC1119
 GC1119.The horizontal coordinates were established by classical geodetic methods
 GC1119.and adjusted by the National Geodetic Survey in April 1999..
 GC1119
 GC1119.The orthometric height was determined by differential leveling
 GC1119.and adjusted by the National Geodetic Survey in June 1991..
 GC1119
 GC1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1119
 GC1119.The geoid height was determined by GEOID03.
 GC1119
 GC1119.The dynamic height is computed by dividing the NAVD 88
 GC1119.geopotential number by the normal gravity value computed on the
 GC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1119.degrees latitude (g = 980.6199 gals.).
 GC1119
 GC1119.The modeled gravity was interpolated from observed gravity values.
 GC1119
 GC1119;                    North         East     Units Scale Factor Converg.
 GC1119;SPC TN       -   254,744.436   472,976.689   MT  1.00004263   -0 49 52.8
 GC1119;SPC TN       -   835,774.04  1,551,757.69   sFT  1.00004263   -0 49 52.8
 GC1119;SPC KY1Z     - 1,033,264.149 1,350,601.430   MT  1.00014266   -1 01 31.2
 GC1119;SPC KY1Z     - 3,389,967.46  4,431,098.19   sFT  1.00014266   -1 01 31.2
 GC1119;SPC KY S     -   533,243.077   350,619.217   MT  1.00002229   -1 00 46.1
 GC1119;SPC KY S     - 1,749,481.66  1,150,323.21   sFT  1.00002229   -1 00 46.1
 GC1119;UTM  16      - 4,052,911.300   462,444.089   MT  0.99961738   -0 15 02.0
 GC1119
 GC1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1119!SPC TN       -   0.99997877  x   1.00004263  =   1.00002140
 GC1119!SPC KY1Z     -   0.99997877  x   1.00014266  =   1.00012143
 GC1119!SPC KY S     -   0.99997877  x   1.00002229  =   1.00000106
 GC1119!UTM  16      -   0.99997877  x   0.99961738  =   0.99959616
 GC1119
 GC1119                          SUPERSEDED SURVEY CONTROL
 GC1119
 GC1119  NAD 83(1995)-  36 37 15.57341(N)    087 25 12.04917(W) AD(       ) 2
 GC1119  NAD 83(1995)-  36 37 15.58088(N)    087 25 12.05134(W) AD(       ) 2
 GC1119  NAD 83(1986)-  36 37 15.58256(N)    087 25 12.05142(W) AD(       ) 2
 GC1119  NAD 27      -  36 37 15.41400(N)    087 25 12.01900(W) AD(       ) 2
 GC1119  NGVD 29 (??/??/92)  164.912  (m)          541.05   (f) ADJ UNCH    1 2
 GC1119
 GC1119.Superseded values are not recommended for survey control.
 GC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1119.See file dsdata.txt to determine how the superseded data were derived.
 GC1119
 GC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6244452911(NAD 83)
 GC1119_MARKER: DB = BENCH MARK DISK
 GC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1119_STAMPING: E 183 1949
 GC1119_MARK LOGO: CGS   
 GC1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1119+STABILITY: SURFACE MOTION
 GC1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1119+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2001
 GC1119
 GC1119  HISTORY     - Date     Condition        Report By
 GC1119  HISTORY     - 1949     MONUMENTED       CGS
 GC1119  HISTORY     - 1953     GOOD             CGS
 GC1119  HISTORY     - 1960     GOOD             LOCSUR
 GC1119  HISTORY     - 1970     GOOD             NGS
 GC1119  HISTORY     - 1973     GOOD             NGS
 GC1119  HISTORY     - 1979     GOOD             LOCSUR
 GC1119  HISTORY     - 19970910 GOOD             LOCENG
 GC1119  HISTORY     - 20010812 GOOD             TNDT
 GC1119
 GC1119                          STATION DESCRIPTION
 GC1119
 GC1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1119'11.2 MI N FROM CLARKSVILLE.
 GC1119'11.2 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1119'STATION AT CLARKSVILLE, ABOUT 92 YARDS SOUTHEAST OF THE CENTER
 GC1119'OF THE ENTRANCE TO OUTLAW FIELD AIRPORT, ABOUT 60 YARDS EAST
 GC1119'OF THE TRACK, SET ABOUT 1.5 FEET EAST OF CENTER AND UNDER
 GC1119'STEEL TOWER OF A BEACON LIGHT, ABOUT LEVEL WITH THE GROUNDS
 GC1119'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1119
 GC1119                          STATION RECOVERY (1953)
 GC1119
 GC1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1119'STATION IS LOCATED 7 MILES NORTHWEST OF CLARKSVILLE ON THE GROUNDS OF
 GC1119'THE OUTLAW AIRPORT.  THE MARK IS SET NEAR THE CENTER OF THE BASE
 GC1119'OF THE AIRPORT AIRWAY BEACON.  THE MARK IS A CONCRETE POST, 12 INCHES
 GC1119'IN DIAMETER, FLUSH WITH THE GROUND, WITH A STANDARD U.S. COAST
 GC1119'AND GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED E 183 1949.
 GC1119'
 GC1119'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OUTLAW AND
 GC1119'THE DISTANCE IS 153.985 METERS (505.20 FEET).
 GC1119
 GC1119                          STATION RECOVERY (1960)
 GC1119
 GC1119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC1119'STATION RECOVERED.
 GC1119
 GC1119                          STATION RECOVERY (1970)
 GC1119
 GC1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BHB)
 GC1119'STATION WAS RECOVERED AS DESCRIBED.
 GC1119'
 GC1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC1119'AT OUTLAW FIELD.
 GC1119
 GC1119                          STATION RECOVERY (1973)
 GC1119
 GC1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GC1119'RECOVERED IN GOOD CONDITION.
 GC1119
 GC1119                          STATION RECOVERY (1979)
 GC1119
 GC1119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GC1119'RECOVERED IN GOOD CONDITION.
 GC1119
 GC1119                          STATION RECOVERY (1997)
 GC1119
 GC1119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GMK)
 GC1119'RECOVERED AS DESCRIBED.
 GC1119
 GC1119                          STATION RECOVERY (2001)
 GC1119
 GC1119'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1177 ***********************************************************************
 FC1177  DESIGNATION -  E 184
 FC1177  PID         -  FC1177
 FC1177  STATE/COUNTY-  TN/HAMILTON
 FC1177  USGS QUAD   -  CHATTANOOGA (1976)
 FC1177
 FC1177                         *CURRENT SURVEY CONTROL
 FC1177  ___________________________________________________________________
 FC1177* NAD 83(1986)-  35 02 28.     (N)    085 17 20.     (W)     SCALED    
 FC1177* NAVD 88     -       207.516  (meters)     680.83   (feet)  ADJUSTED  
 FC1177  ___________________________________________________________________
 FC1177  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1177  DYNAMIC HT  -         207.310 (meters)     680.15  (feet)  COMP
 FC1177  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1177
 FC1177  VERT ORDER  -  FIRST     CLASS II
 FC1177
 FC1177.The horizontal coordinates were scaled from a topographic map and have
 FC1177.an estimated accuracy of +/- 6 seconds.
 FC1177
 FC1177.The orthometric height was determined by differential leveling
 FC1177.and adjusted by the National Geodetic Survey in June 1991..
 FC1177.WARNING-Repeat measurements at this control monument indicate possible
 FC1177.vertical movement.
 FC1177
 FC1177.The geoid height was determined by GEOID03.
 FC1177
 FC1177.The dynamic height is computed by dividing the NAVD 88
 FC1177.geopotential number by the normal gravity value computed on the
 FC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1177.degrees latitude (g = 980.6199 gals.).
 FC1177
 FC1177.The modeled gravity was interpolated from observed gravity values.
 FC1177
 FC1177;                    North         East    Units  Estimated Accuracy
 FC1177;SPC TN       -    78,770.      664,890.      MT  (+/- 180 meters Scaled)
 FC1177
 FC1177                          SUPERSEDED SURVEY CONTROL
 FC1177
 FC1177  NGVD 29 (??/??/92)  207.564  (m)          680.98   (f) ADJ UNCH    1 2
 FC1177
 FC1177.Superseded values are not recommended for survey control.
 FC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1177.See file dsdata.txt to determine how the superseded data were derived.
 FC1177
 FC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD560789(NAD 83)
 FC1177_MARKER: DB = BENCH MARK DISK
 FC1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1177_SP_SET: BUILDING
 FC1177_STAMPING: E 184 1950
 FC1177_MARK LOGO: CGS   
 FC1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1177
 FC1177  HISTORY     - Date     Condition        Report By
 FC1177  HISTORY     - 1950     MONUMENTED       CGS
 FC1177  HISTORY     - 1972     GOOD             TVA
 FC1177  HISTORY     - 1983     GOOD             NGS
 FC1177  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 FC1177
 FC1177                          STATION DESCRIPTION
 FC1177
 FC1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1177'AT CHATTANOOGA.
 FC1177'AT CHATTANOOGA, AT THE JUNCTION OF ONEAL STREET AND MC CALLIE
 FC1177'AVENUE, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST CORNER
 FC1177'OF THE BUILDING OCCUPIED BY MERCER BAKING COMPANY, 1 FOOT EAST
 FC1177'OF THE NORTHWEST CORNER OF THE BUILDING AND 2 1/2 FEET ABOVE THE
 FC1177'WALK.
 FC1177
 FC1177                          STATION RECOVERY (1972)
 FC1177
 FC1177'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1177'RECOVERED IN GOOD CONDITION.
 FC1177
 FC1177                          STATION RECOVERY (1983)
 FC1177
 FC1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1177'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE MERCER BAKING COMPANY TO
 FC1177'THE BLOOD PLASMA DONOR CENTER.
 FC1177
 FC1177                          STATION RECOVERY (1998)
 FC1177
 FC1177'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0291 ***********************************************************************
 FD0291  DESIGNATION -  E 185
 FD0291  PID         -  FD0291
 FD0291  STATE/COUNTY-  TN/MARSHALL
 FD0291  USGS QUAD   -  LEWISBURG (1981)
 FD0291
 FD0291                         *CURRENT SURVEY CONTROL
 FD0291  ___________________________________________________________________
 FD0291* NAD 83(1986)-  35 28 57.     (N)    086 48 52.     (W)     SCALED    
 FD0291* NAVD 88     -       229.953  (meters)     754.44   (feet)  ADJUSTED  
 FD0291  ___________________________________________________________________
 FD0291  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0291  DYNAMIC HT  -         229.747 (meters)     753.76  (feet)  COMP
 FD0291  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD0291
 FD0291  VERT ORDER  -  FIRST     CLASS II
 FD0291
 FD0291.The horizontal coordinates were scaled from a topographic map and have
 FD0291.an estimated accuracy of +/- 6 seconds.
 FD0291
 FD0291.The orthometric height was determined by differential leveling
 FD0291.and adjusted by the National Geodetic Survey in June 1991..
 FD0291
 FD0291.The geoid height was determined by GEOID03.
 FD0291
 FD0291.The dynamic height is computed by dividing the NAVD 88
 FD0291.geopotential number by the normal gravity value computed on the
 FD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0291.degrees latitude (g = 980.6199 gals.).
 FD0291
 FD0291.The modeled gravity was interpolated from observed gravity values.
 FD0291
 FD0291;                    North         East    Units  Estimated Accuracy
 FD0291;SPC TN       -   127,810.      526,090.      MT  (+/- 180 meters Scaled)
 FD0291
 FD0291                          SUPERSEDED SURVEY CONTROL
 FD0291
 FD0291  NGVD 29 (??/??/92)  229.930  (m)          754.36   (f) ADJ UNCH    1 2
 FD0291
 FD0291.Superseded values are not recommended for survey control.
 FD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0291.See file dsdata.txt to determine how the superseded data were derived.
 FD0291
 FD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE168265(NAD 83)
 FD0291_MARKER: DB = BENCH MARK DISK
 FD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0291_STAMPING: E 185 1949
 FD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0291+STABILITY: SURFACE MOTION
 FD0291
 FD0291  HISTORY     - Date     Condition        Report By
 FD0291  HISTORY     - 1949     MONUMENTED       CGS
 FD0291  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0291
 FD0291                          STATION DESCRIPTION
 FD0291
 FD0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0291'2.8 MI NW FROM LEWISBURG.
 FD0291'2.35 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0291'GRAMMAR SCHOOL AT LEWISBURG, THENCE ABOUT 0.45 MILE WEST ALONG
 FD0291'A GRAVEL ROAD, AT THE CROSSING OF THE ABANDONED NASHVILLE,
 FD0291'CHATTANOOGA AND ST. LOUIS RAILWAY, 138 1/2 FEET NORTH-NORTHEAST
 FD0291'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A SMALL WHITE
 FD0291'HOUSE, 53 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING,
 FD0291'42 FEET NORTHEAST OF THE CENTER OF THE OLD RAILWAY BED, 28
 FD0291'FEET NORTH OF A POWER POLE, 49 FEET NORTH OF THE CENTER LINE
 FD0291'OF THE ROAD, 11 1/2 FEET WEST OF THE CENTER LINE OF A FARM
 FD0291'ROAD NORTH, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FD0291'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD0291'POST PROJECTING 3 INCHES.
 FD0291
 FD0291                          STATION RECOVERY (1966)
 FD0291
 FD0291'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966
 FD0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0049 ***********************************************************************
 FD0049  DESIGNATION -  E 186
 FD0049  PID         -  FD0049
 FD0049  STATE/COUNTY-  TN/RUTHERFORD
 FD0049  USGS QUAD   -  WALTERHILL (1998)
 FD0049
 FD0049                         *CURRENT SURVEY CONTROL
 FD0049  ___________________________________________________________________
 FD0049* NAD 83(1986)-  35 55 06.     (N)    086 27 49.     (W)     SCALED    
 FD0049* NAVD 88     -       169.180  (meters)     555.05   (feet)  ADJUSTED  
 FD0049  ___________________________________________________________________
 FD0049  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0049  DYNAMIC HT  -         169.033 (meters)     554.57  (feet)  COMP
 FD0049  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 FD0049
 FD0049  VERT ORDER  -  FIRST     CLASS II
 FD0049
 FD0049.The horizontal coordinates were scaled from a topographic map and have
 FD0049.an estimated accuracy of +/- 6 seconds.
 FD0049
 FD0049.The orthometric height was determined by differential leveling
 FD0049.and adjusted by the National Geodetic Survey in June 1991..
 FD0049
 FD0049.The geoid height was determined by GEOID03.
 FD0049
 FD0049.The dynamic height is computed by dividing the NAVD 88
 FD0049.geopotential number by the normal gravity value computed on the
 FD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0049.degrees latitude (g = 980.6199 gals.).
 FD0049
 FD0049.The modeled gravity was interpolated from observed gravity values.
 FD0049
 FD0049;                    North         East    Units  Estimated Accuracy
 FD0049;SPC TN       -   175,950.      558,160.      MT  (+/- 180 meters Scaled)
 FD0049
 FD0049                          SUPERSEDED SURVEY CONTROL
 FD0049
 FD0049  NGVD 29 (??/??/92)  169.196  (m)          555.10   (f) ADJ UNCH    1 2
 FD0049
 FD0049.Superseded values are not recommended for survey control.
 FD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0049.See file dsdata.txt to determine how the superseded data were derived.
 FD0049
 FD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE483750(NAD 83)
 FD0049_MARKER: DB = BENCH MARK DISK
 FD0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0049_STAMPING: E 186 1949
 FD0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0049+STABILITY: SURFACE MOTION
 FD0049
 FD0049  HISTORY     - Date     Condition        Report By
 FD0049  HISTORY     - 1949     MONUMENTED       CGS
 FD0049  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0049
 FD0049                          STATION DESCRIPTION
 FD0049
 FD0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0049'6.2 MI NW FROM MURFREESBORO.
 FD0049'6.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0049'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 5.4 MILES
 FD0049'SOUTHEAST OF THE STATION AT SMYRNA, AT A ROAD CROSSING AND AT THE
 FD0049'FLAG STATION AT FLORENCE, 444 FEET SOUTHEAST AND ACROSS THE
 FD0049'TRACK FROM THE SOUTH CORNER OF THE SMALL STATION BUILDING, 60
 FD0049'FEET WEST-NORTHWEST OF A SWITCH FOR A SIDE TRACK, 63 FEET SOUTHWEST
 FD0049'AND ACROSS THE TRACK FROM POLE NO. 25/18, 30 FEET SOUTHWEST OF
 FD0049'THE SOUTHWEST RAIL OF THE MAIN TRACK, 35 1/2 FEET NORTHWEST
 FD0049'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHWEST OF TELEPHONE
 FD0049'POLE NO. E 60, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FD0049'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0049'POST PROJECTING 2 INCHES.
 FD0049
 FD0049                          STATION RECOVERY (2001)
 FD0049
 FD0049'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0412 ***********************************************************************
 GC0412  DESIGNATION -  E 187
 GC0412  PID         -  GC0412
 GC0412  STATE/COUNTY-  TN/DAVIDSON
 GC0412  USGS QUAD   -  ANTIOCH (1983)
 GC0412
 GC0412                         *CURRENT SURVEY CONTROL
 GC0412  ___________________________________________________________________
 GC0412* NAD 83(1986)-  36 03 00.     (N)    086 39 54.     (W)     SCALED    
 GC0412* NAVD 88     -       160.772  (meters)     527.47   (feet)  ADJUSTED  
 GC0412  ___________________________________________________________________
 GC0412  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0412  DYNAMIC HT  -         160.633 (meters)     527.01  (feet)  COMP
 GC0412  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0412
 GC0412  VERT ORDER  -  FIRST     CLASS II
 GC0412
 GC0412.The horizontal coordinates were scaled from a topographic map and have
 GC0412.an estimated accuracy of +/- 6 seconds.
 GC0412
 GC0412.The orthometric height was determined by differential leveling
 GC0412.and adjusted by the National Geodetic Survey in June 1991..
 GC0412
 GC0412.The geoid height was determined by GEOID03.
 GC0412
 GC0412.The dynamic height is computed by dividing the NAVD 88
 GC0412.geopotential number by the normal gravity value computed on the
 GC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0412.degrees latitude (g = 980.6199 gals.).
 GC0412
 GC0412.The modeled gravity was interpolated from observed gravity values.
 GC0412
 GC0412;                    North         East    Units  Estimated Accuracy
 GC0412;SPC TN       -   190,670.      540,080.      MT  (+/- 180 meters Scaled)
 GC0412
 GC0412                          SUPERSEDED SURVEY CONTROL
 GC0412
 GC0412  NGVD 29 (??/??/92)  160.795  (m)          527.54   (f) ADJ UNCH    1 2
 GC0412
 GC0412.Superseded values are not recommended for survey control.
 GC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0412.See file dsdata.txt to determine how the superseded data were derived.
 GC0412
 GC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE301895(NAD 83)
 GC0412_MARKER: DB = BENCH MARK DISK
 GC0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0412_STAMPING: E 187 1949
 GC0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0412+STABILITY: SURFACE MOTION
 GC0412
 GC0412  HISTORY     - Date     Condition        Report By
 GC0412  HISTORY     - 1949     MONUMENTED       CGS
 GC0412  HISTORY     - 1960     GOOD             NGS
 GC0412  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC0412
 GC0412                          STATION DESCRIPTION
 GC0412
 GC0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0412'0.7 MI SE FROM ANTIOCH.
 GC0412'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 GC0412'ROAD FOR 0.1 MILE, THEN 0.5 MILE SOUTHEAST ON INTERSTATE HIGHWAY
 GC0412'24, THEN 0.1 MILE NORTH ON A PAVED ROAD TO A RAILROAD CROSSING.  THE
 GC0412'BENCH MARK IS 44 FT. NORTHEAST OF THE CENTER OF THE CROSSING,
 GC0412'40 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 GC0412'29 FT. EAST OF THE CENTER OF THE ROAD, 15 FT. NORTHEAST OF THE
 GC0412'EAST END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 3 FT. SOUTHEAST
 GC0412'OF A FENCE CORNER, AND 1.2 FT. WEST OF A WITNESS SIGN.  THE DISK
 GC0412'IS SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH, AND ABOUT
 GC0412'3 FT. ABOVE THE LEVEL OF THE TRACK.
 GC0412
 GC0412                          STATION RECOVERY (1968)
 GC0412
 GC0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0387 ***********************************************************************
 GC0387  DESIGNATION -  E 188
 GC0387  PID         -  GC0387
 GC0387  STATE/COUNTY-  TN/DAVIDSON
 GC0387  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0387
 GC0387                         *CURRENT SURVEY CONTROL
 GC0387  ___________________________________________________________________
 GC0387* NAD 83(1986)-  36 11 12.     (N)    086 48 14.     (W)     SCALED    
 GC0387* NAVD 88     -       141.392  (meters)     463.88   (feet)  ADJUSTED  
 GC0387  ___________________________________________________________________
 GC0387  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0387  DYNAMIC HT  -         141.271 (meters)     463.49  (feet)  COMP
 GC0387  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GC0387
 GC0387  VERT ORDER  -  FIRST     CLASS II
 GC0387
 GC0387.The horizontal coordinates were scaled from a topographic map and have
 GC0387.an estimated accuracy of +/- 6 seconds.
 GC0387
 GC0387.The orthometric height was determined by differential leveling
 GC0387.and adjusted by the National Geodetic Survey in June 1991..
 GC0387
 GC0387.The geoid height was determined by GEOID03.
 GC0387
 GC0387.The dynamic height is computed by dividing the NAVD 88
 GC0387.geopotential number by the normal gravity value computed on the
 GC0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0387.degrees latitude (g = 980.6199 gals.).
 GC0387
 GC0387.The modeled gravity was interpolated from observed gravity values.
 GC0387
 GC0387;                    North         East    Units  Estimated Accuracy
 GC0387;SPC TN       -   205,920.      527,690.      MT  (+/- 180 meters Scaled)
 GC0387
 GC0387                          SUPERSEDED SURVEY CONTROL
 GC0387
 GC0387  NGVD 29 (??/??/92)  141.418  (m)          463.97   (f) ADJ UNCH    1 2
 GC0387
 GC0387.Superseded values are not recommended for survey control.
 GC0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0387.See file dsdata.txt to determine how the superseded data were derived.
 GC0387
 GC0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF176046(NAD 83)
 GC0387_MARKER: DB = BENCH MARK DISK
 GC0387_SETTING: 66 = SET IN ROCK OUTCROP
 GC0387_SP_SET: ROCK OUTCROP
 GC0387_STAMPING: E 188 1949
 GC0387_MARK LOGO: CGS   
 GC0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0387+STABILITY: POSITION/ELEVATION WELL
 GC0387
 GC0387  HISTORY     - Date     Condition        Report By
 GC0387  HISTORY     - 1949     MONUMENTED       CGS
 GC0387  HISTORY     - 1960     GOOD             NGS
 GC0387  HISTORY     - 1984     GOOD             NGS
 GC0387  HISTORY     - 19870808 GOOD             LOCSUR
 GC0387
 GC0387                          STATION DESCRIPTION
 GC0387
 GC0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0387'AT NASHVILLE.
 GC0387'AT NASHVILLE, ABOUT 0.45 MILE NORTH ALONG 9TH STREET NORTH FROM THE
 GC0387'R.W. JONES SCHOOL AND CROSSING OF BUCHANAN STREET, AT THE JUNCTION
 GC0387'OF CASS STREET, SET IN THE TOP OF A FLAT ROCK OUTCROP ABOUT 25 FEET
 GC0387'SQUARE, 51 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 39
 GC0387'FEET WEST OF THE CENTER LINE OF 9TH AVENUE NORTH, 38 FEET NORTH
 GC0387'OF THE CENTER LINE OF CASS STREET, 3 1/2 FEET SOUTHWEST OF THE
 GC0387'CENTER OF THE STONE STEPS LEADING TO BUENA VISTA PARK, 1 1/2 FEET
 GC0387'SOUTHEAST OF THE BOTTOM STEP AND ABOUT 3 1/2 FEET ABOVE 9TH AVENUE.
 GC0387
 GC0387                          STATION RECOVERY (1960)
 GC0387
 GC0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0387'RECOVERED IN GOOD CONDITION.
 GC0387
 GC0387                          STATION RECOVERY (1984)
 GC0387
 GC0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0387'RECOVERED IN GOOD CONDITION.
 GC0387
 GC0387                          STATION RECOVERY (1987)
 GC0387
 GC0387'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0052 ***********************************************************************
 FE0052  DESIGNATION -  E 19
 FE0052  PID         -  FE0052
 FE0052  STATE/COUNTY-  TN/CARROLL
 FE0052  USGS QUAD   -  BUENA VISTA (1973)
 FE0052
 FE0052                         *CURRENT SURVEY CONTROL
 FE0052  ___________________________________________________________________
 FE0052* NAD 83(1986)-  35 54 38.     (N)    088 18 48.     (W)     SCALED    
 FE0052* NAVD 88     -       129.582  (meters)     425.14   (feet)  ADJUSTED  
 FE0052  ___________________________________________________________________
 FE0052  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0052  DYNAMIC HT  -         129.470 (meters)     424.77  (feet)  COMP
 FE0052  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 FE0052
 FE0052  VERT ORDER  -  FIRST     CLASS II
 FE0052
 FE0052.The horizontal coordinates were scaled from a topographic map and have
 FE0052.an estimated accuracy of +/- 6 seconds.
 FE0052
 FE0052.The orthometric height was determined by differential leveling
 FE0052.and adjusted by the National Geodetic Survey in June 1991..
 FE0052
 FE0052.The geoid height was determined by GEOID03.
 FE0052
 FE0052.The dynamic height is computed by dividing the NAVD 88
 FE0052.geopotential number by the normal gravity value computed on the
 FE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0052.degrees latitude (g = 980.6199 gals.).
 FE0052
 FE0052.The modeled gravity was interpolated from observed gravity values.
 FE0052
 FE0052;                    North         East    Units  Estimated Accuracy
 FE0052;SPC TN       -   177,460.      391,220.      MT  (+/- 180 meters Scaled)
 FE0052
 FE0052                          SUPERSEDED SURVEY CONTROL
 FE0052
 FE0052  NGVD 29 (??/??/??)  129.605  (m)          425.21   (f) ADJUSTED    1 2
 FE0052
 FE0052.Superseded values are not recommended for survey control.
 FE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0052.See file dsdata.txt to determine how the superseded data were derived.
 FE0052
 FE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE814748(NAD 83)
 FE0052_MARKER: DB = BENCH MARK DISK
 FE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0052_STAMPING: 425.376 E 19 1934
 FE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0052+STABILITY: SURFACE MOTION
 FE0052
 FE0052  HISTORY     - Date     Condition        Report By
 FE0052  HISTORY     - 1934     MONUMENTED       CGS
 FE0052  HISTORY     - 1935     GOOD             CGS
 FE0052
 FE0052                          STATION DESCRIPTION
 FE0052
 FE0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0052'1 MI N FROM WESTPORT.
 FE0052'1.0 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0052'RAILWAY FROM THE STATION AT WESTPORT, CARROLL COUNTY, 10 POLES
 FE0052'SOUTH OF MILEPOST 97, OPPOSITE SURVEY STATION 5131+13, AT A
 FE0052'PRIVATE-ROAD CROSSING, AND 40 FEET EAST OF THE EAST RAIL, AND 12
 FE0052'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FE0052'STAMPED 425.376 E 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0052'NOTE-- THE DISK WAS SET IN A SLANTING POSITION IN THE TOP OF THE
 FE0052'POST.  THE ELEVATION APPLIES TO THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0480 ***********************************************************************
 GB0480  DESIGNATION -  E 190
 GB0480  PID         -  GB0480
 GB0480  STATE/COUNTY-  TN/ANDERSON
 GB0480  USGS QUAD   -  POWELL (1976)
 GB0480
 GB0480                         *CURRENT SURVEY CONTROL
 GB0480  ___________________________________________________________________
 GB0480* NAD 83(1986)-  36 02 31.     (N)    084 06 43.     (W)     SCALED    
 GB0480* NAVD 88     -       265.118  (meters)     869.81   (feet)  ADJUSTED  
 GB0480  ___________________________________________________________________
 GB0480  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0480  DYNAMIC HT  -         264.873 (meters)     869.00  (feet)  COMP
 GB0480  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GB0480
 GB0480  VERT ORDER  -  FIRST     CLASS II
 GB0480
 GB0480.The horizontal coordinates were scaled from a topographic map and have
 GB0480.an estimated accuracy of +/- 6 seconds.
 GB0480
 GB0480.The orthometric height was determined by differential leveling
 GB0480.and adjusted by the National Geodetic Survey in June 1991..
 GB0480
 GB0480.The geoid height was determined by GEOID03.
 GB0480
 GB0480.The dynamic height is computed by dividing the NAVD 88
 GB0480.geopotential number by the normal gravity value computed on the
 GB0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0480.degrees latitude (g = 980.6199 gals.).
 GB0480
 GB0480.The modeled gravity was interpolated from observed gravity values.
 GB0480
 GB0480;                    North         East    Units  Estimated Accuracy
 GB0480;SPC TN       -   191,210.      770,130.      MT  (+/- 180 meters Scaled)
 GB0480
 GB0480                          SUPERSEDED SURVEY CONTROL
 GB0480
 GB0480  NGVD 29 (??/??/92)  265.246  (m)          870.23   (f) ADJ UNCH    1 2
 GB0480
 GB0480.Superseded values are not recommended for survey control.
 GB0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0480.See file dsdata.txt to determine how the superseded data were derived.
 GB0480
 GB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE601924(NAD 83)
 GB0480_MARKER: DB = BENCH MARK DISK
 GB0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0480_SP_SET: BUILDING
 GB0480_STAMPING: E 190 1950
 GB0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0480
 GB0480  HISTORY     - Date     Condition        Report By
 GB0480  HISTORY     - 1950     MONUMENTED       CGS
 GB0480  HISTORY     - 1967     GOOD             NGS
 GB0480  HISTORY     - 1973     GOOD             TVA
 GB0480
 GB0480                          STATION DESCRIPTION
 GB0480
 GB0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0480'4.6 MI SE FROM CLINTON.
 GB0480'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0480'COURTHOUSE AT CLINTON, IN THE NORTHWEST CORNER OF THE INTERSECTION
 GB0480'OF RACOON VALLEY ROAD, SET VERTICALLY IN THE EAST FACE OF THE
 GB0480'SOUTHEAST CORNER OF THE FURNACE ROOM OF THE CLAXTON SCHOOL, 1
 GB0480'FOOT NORTH OF THE SOUTHEAST CORNER OF THE FURNACE ROOM WHICH IS
 GB0480'ALSO THE NORTH EDGE OF THE SOUTH ONE OF TWO ENTRANCES TO THE
 GB0480'SCHOOL, 2.7 FEET ABOVE THE GROUND AND ABOUT 10 FEET ABOVE THE
 GB0480'LEVEL OF THE HIGHWAY.  NOTE-- MARK IS 78.1 FEET FROM SE CORNER OF
 GB0480'SCHOOL BUILDING
 GB0480
 GB0480                          STATION RECOVERY (1973)
 GB0480
 GB0480'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0846 ***********************************************************************
 GB0846  DESIGNATION -  E 191
 GB0846  PID         -  GB0846
 GB0846  STATE/COUNTY-  TN/MORGAN
 GB0846  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0846
 GB0846                         *CURRENT SURVEY CONTROL
 GB0846  ___________________________________________________________________
 GB0846* NAD 83(1986)-  36 01 30.     (N)    084 34 35.     (W)     SCALED    
 GB0846* NAVD 88     -       249.885  (meters)     819.83   (feet)  ADJUSTED  
 GB0846  ___________________________________________________________________
 GB0846  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB0846  DYNAMIC HT  -         249.660 (meters)     819.09  (feet)  COMP
 GB0846  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GB0846
 GB0846  VERT ORDER  -  FIRST     CLASS I
 GB0846
 GB0846.The horizontal coordinates were scaled from a topographic map and have
 GB0846.an estimated accuracy of +/- 6 seconds.
 GB0846
 GB0846.The orthometric height was determined by differential leveling
 GB0846.and adjusted by the National Geodetic Survey in June 1991..
 GB0846
 GB0846.The geoid height was determined by GEOID03.
 GB0846
 GB0846.The dynamic height is computed by dividing the NAVD 88
 GB0846.geopotential number by the normal gravity value computed on the
 GB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0846.degrees latitude (g = 980.6199 gals.).
 GB0846
 GB0846.The modeled gravity was interpolated from observed gravity values.
 GB0846
 GB0846;                    North         East    Units  Estimated Accuracy
 GB0846;SPC TN       -   188,620.      728,310.      MT  (+/- 180 meters Scaled)
 GB0846
 GB0846                          SUPERSEDED SURVEY CONTROL
 GB0846
 GB0846  NGVD 29 (??/??/92)  250.000  (m)          820.21   (f) ADJ UNCH    1 1
 GB0846
 GB0846.Superseded values are not recommended for survey control.
 GB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0846.See file dsdata.txt to determine how the superseded data were derived.
 GB0846
 GB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE183894(NAD 83)
 GB0846_MARKER: DB = BENCH MARK DISK
 GB0846_SETTING: 66 = SET IN ROCK OUTCROP
 GB0846_SP_SET: ROCK CUT
 GB0846_STAMPING: E 191 1950
 GB0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0846+STABILITY: POSITION/ELEVATION WELL
 GB0846
 GB0846  HISTORY     - Date     Condition        Report By
 GB0846  HISTORY     - 1950     MONUMENTED       CGS
 GB0846  HISTORY     - 1968     GOOD             NGS
 GB0846
 GB0846                          STATION DESCRIPTION
 GB0846
 GB0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0846'2.8 MI N FROM OAKDALE.
 GB0846'ABOUT 2.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0846'AT OAKDALE, 0.25 MILE SOUTHEAST OF A CROSSING OF THE RAILROAD AND
 GB0846'A PACED ROAD, 0.25 MILE SOUTHEAST OF A STEEL HIGHWAY BRIDGE OVER
 GB0846'EMORY RIVER, SET VERTICALLY IN THE WEST FACE OF THE EAST ROCK WALL
 GB0846'OF A CUT FOR THE RAILROAD, 25 FEET EAST OF THE EAST RAIL OF THE
 GB0846'EAST TRACK, 13 FEET SOUTH OF THE NORTH END OF THE CUT, 32 FEET SOUTH
 GB0846'OF A WHISTLE SIGN POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1066 ***********************************************************************
 FC1066  DESIGNATION -  E 192
 FC1066  PID         -  FC1066
 FC1066  STATE/COUNTY-  TN/RHEA
 FC1066  USGS QUAD   -  GRAYSVILLE (1990)
 FC1066
 FC1066                         *CURRENT SURVEY CONTROL
 FC1066  ___________________________________________________________________
 FC1066* NAD 83(1986)-  35 27 04.     (N)    085 03 30.     (W)     SCALED    
 FC1066* NAVD 88     -       238.843  (meters)     783.60   (feet)  ADJUSTED  
 FC1066  ___________________________________________________________________
 FC1066  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1066  DYNAMIC HT  -         238.613 (meters)     782.85  (feet)  COMP
 FC1066  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 FC1066
 FC1066  VERT ORDER  -  FIRST     CLASS II
 FC1066
 FC1066.The horizontal coordinates were scaled from a topographic map and have
 FC1066.an estimated accuracy of +/- 6 seconds.
 FC1066
 FC1066.The orthometric height was determined by differential leveling
 FC1066.and adjusted by the National Geodetic Survey in June 1991..
 FC1066
 FC1066.The geoid height was determined by GEOID03.
 FC1066
 FC1066.The dynamic height is computed by dividing the NAVD 88
 FC1066.geopotential number by the normal gravity value computed on the
 FC1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1066.degrees latitude (g = 980.6199 gals.).
 FC1066
 FC1066.The modeled gravity was interpolated from observed gravity values.
 FC1066
 FC1066;                    North         East    Units  Estimated Accuracy
 FC1066;SPC TN       -   124,430.      685,490.      MT  (+/- 180 meters Scaled)
 FC1066
 FC1066                          SUPERSEDED SURVEY CONTROL
 FC1066
 FC1066  NGVD 29 (??/??/92)  238.906  (m)          783.81   (f) ADJ UNCH    1 2
 FC1066
 FC1066.Superseded values are not recommended for survey control.
 FC1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1066.See file dsdata.txt to determine how the superseded data were derived.
 FC1066
 FC1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE762248(NAD 83)
 FC1066_MARKER: DB = BENCH MARK DISK
 FC1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1066_STAMPING: E 192 1950
 FC1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1066+STABILITY: SURFACE MOTION
 FC1066
 FC1066  HISTORY     - Date     Condition        Report By
 FC1066  HISTORY     - 1950     MONUMENTED       CGS
 FC1066  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1066
 FC1066                          STATION DESCRIPTION
 FC1066
 FC1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1066'1.5 MI NE FROM GRAYSVILLE.
 FC1066'ABOUT 1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1066'STATION AT GRAYSVILLE, ABOUT 0.1 MILE NORTHEAST OF A STONE ARCH
 FC1066'CULVERT, AT A PRIVATE ROAD CROSSING, 47 FEET SOUTHEAST OF THE
 FC1066'SOUTHEAST RAIL, 158 FEET EAST OF THE CENTER OF THE CROSSING,
 FC1066'76 FEET NORTHEAST OF THE SOUTHWEST END OF A FENCE LINE, 44 FEET
 FC1066'NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A FENCE LINE,
 FC1066'2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, 1 FOOT BELOW
 FC1066'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FC1066'INCHES.
 FC1066
 FC1066                          STATION RECOVERY (1972)
 FC1066
 FC1066'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0773 ***********************************************************************
 FC0773  DESIGNATION -  E 193
 FC0773  PID         -  FC0773
 FC0773  STATE/COUNTY-  TN/MEIGS
 FC0773  USGS QUAD   -  TRANQUILLITY (1990)
 FC0773
 FC0773                         *CURRENT SURVEY CONTROL
 FC0773  ___________________________________________________________________
 FC0773* NAD 83(1986)-  35 37 18.     (N)    084 42 05.     (W)     SCALED    
 FC0773* NAVD 88     -       228.585  (meters)     749.95   (feet)  ADJUSTED  
 FC0773  ___________________________________________________________________
 FC0773  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0773  DYNAMIC HT  -         228.367 (meters)     749.23  (feet)  COMP
 FC0773  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FC0773
 FC0773  VERT ORDER  -  FIRST     CLASS II
 FC0773
 FC0773.The horizontal coordinates were scaled from a topographic map and have
 FC0773.an estimated accuracy of +/- 6 seconds.
 FC0773
 FC0773.The orthometric height was determined by differential leveling
 FC0773.and adjusted by the National Geodetic Survey in June 1991..
 FC0773
 FC0773.The geoid height was determined by GEOID03.
 FC0773
 FC0773.The dynamic height is computed by dividing the NAVD 88
 FC0773.geopotential number by the normal gravity value computed on the
 FC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0773.degrees latitude (g = 980.6199 gals.).
 FC0773
 FC0773.The modeled gravity was interpolated from observed gravity values.
 FC0773
 FC0773;                    North         East    Units  Estimated Accuracy
 FC0773;SPC TN       -   143,720.      717,640.      MT  (+/- 180 meters Scaled)
 FC0773
 FC0773                          SUPERSEDED SURVEY CONTROL
 FC0773
 FC0773  NGVD 29 (??/??/92)  228.668  (m)          750.22   (f) ADJ UNCH    1 2
 FC0773
 FC0773.Superseded values are not recommended for survey control.
 FC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0773.See file dsdata.txt to determine how the superseded data were derived.
 FC0773
 FC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081444(NAD 83)
 FC0773_MARKER: DB = BENCH MARK DISK
 FC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0773_STAMPING: E 193 1950
 FC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0773+STABILITY: SURFACE MOTION
 FC0773
 FC0773  HISTORY     - Date     Condition        Report By
 FC0773  HISTORY     - 1950     MONUMENTED       CGS
 FC0773
 FC0773                          STATION DESCRIPTION
 FC0773
 FC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0773'3.4 MI E FROM PEAKLAND.
 FC0773'3.4 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0773'PEAKLAND, 145 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 FC0773'HIGHWAY 68 EAST AND STATE HIGHWAY 58 NORTH-SOUTH, ABOUT 0.95
 FC0773'MILE WEST OF CENTER POINT CROSSROAD, 23 FEET SOUTHWEST OF THE
 FC0773'CENTER LINE OF HIGHWAY 68, 11.5 FEET SOUTHEAST OF A SMALL CEDAR
 FC0773'TREE IN FENCE LINE, 2.5 FEET SOUTH OF A CURVE SIGN, 1 FOOT
 FC0773'NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A T.V.A. STEEL
 FC0773'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FC0773'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0662 ***********************************************************************
 FC0662  DESIGNATION -  E 194
 FC0662  PID         -  FC0662
 FC0662  STATE/COUNTY-  TN/ROANE
 FC0662  USGS QUAD   -  ROCKWOOD (1980)
 FC0662
 FC0662                         *CURRENT SURVEY CONTROL
 FC0662  ___________________________________________________________________
 FC0662* NAD 83(1986)-  35 48 19.     (N)    084 44 30.     (W)     SCALED    
 FC0662* NAVD 88     -       248.149  (meters)     814.14   (feet)  ADJUSTED  
 FC0662  ___________________________________________________________________
 FC0662  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0662  DYNAMIC HT  -         247.915 (meters)     813.37  (feet)  COMP
 FC0662  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FC0662
 FC0662  VERT ORDER  -  FIRST     CLASS II
 FC0662
 FC0662.The horizontal coordinates were scaled from a topographic map and have
 FC0662.an estimated accuracy of +/- 6 seconds.
 FC0662
 FC0662.The orthometric height was determined by differential leveling
 FC0662.and adjusted by the National Geodetic Survey in June 1991..
 FC0662
 FC0662.The geoid height was determined by GEOID03.
 FC0662
 FC0662.The dynamic height is computed by dividing the NAVD 88
 FC0662.geopotential number by the normal gravity value computed on the
 FC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0662.degrees latitude (g = 980.6199 gals.).
 FC0662
 FC0662.The modeled gravity was interpolated from observed gravity values.
 FC0662
 FC0662;                    North         East    Units  Estimated Accuracy
 FC0662;SPC TN       -   164,040.      713,730.      MT  (+/- 180 meters Scaled)
 FC0662
 FC0662                          SUPERSEDED SURVEY CONTROL
 FC0662
 FC0662  NGVD 29 (??/??/92)  248.240  (m)          814.43   (f) ADJ UNCH    1 2
 FC0662
 FC0662.Superseded values are not recommended for survey control.
 FC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0662.See file dsdata.txt to determine how the superseded data were derived.
 FC0662
 FC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE040647(NAD 83)
 FC0662_MARKER: DB = BENCH MARK DISK
 FC0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0662_STAMPING: E 194 1950
 FC0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0662+STABILITY: SURFACE MOTION
 FC0662
 FC0662  HISTORY     - Date     Condition        Report By
 FC0662  HISTORY     - 1950     MONUMENTED       CGS
 FC0662  HISTORY     - 1972     GOOD             TVA
 FC0662
 FC0662                          STATION DESCRIPTION
 FC0662
 FC0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0662'5.3 MI SW FROM ROCKWOOD.
 FC0662'5.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0662'AT ROCKWOOD, 127 YARDS NORTHEAST OF THE STATION SIGN AT GLEN
 FC0662'ALICE, 64 YARDS NORTHEAST OF MILE POST 273, 73 YARDS SOUTHWEST
 FC0662'OF A CULVERT AND BM H 2, 42.5 FEET SOUTHEAST OF THE SOUTHEAST
 FC0662'RAIL OF THE MAIN TRACK, 37 FEET NORTHWEST OF THE CENTER LINE
 FC0662'OF U.S. HIGHWAY 27, 62 FEET SOUTH OF POWER POLE NO. 213, 5.5
 FC0662'FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A T.V.A.
 FC0662'STEEL WITNESS POST, 3 FEET ABOVE THE TRACK, ABOUT LEVEL WITH
 FC0662'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0662'2 INCHES.
 FC0662
 FC0662                          STATION RECOVERY (1972)
 FC0662
 FC0662'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0720 ***********************************************************************
 FC0720  DESIGNATION -  E 195
 FC0720  PID         -  FC0720
 FC0720  STATE/COUNTY-  TN/ROANE
 FC0720  USGS QUAD   -  HARRIMAN (1980)
 FC0720
 FC0720                         *CURRENT SURVEY CONTROL
 FC0720  ___________________________________________________________________
 FC0720* NAD 83(1986)-  35 57 56.     (N)    084 30 52.     (W)     SCALED    
 FC0720* NAVD 88     -       234.895  (meters)     770.65   (feet)  ADJUSTED  
 FC0720  ___________________________________________________________________
 FC0720  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0720  DYNAMIC HT  -         234.680 (meters)     769.95  (feet)  COMP
 FC0720  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FC0720
 FC0720  VERT ORDER  -  FIRST     CLASS I
 FC0720
 FC0720.The horizontal coordinates were scaled from a topographic map and have
 FC0720.an estimated accuracy of +/- 6 seconds.
 FC0720
 FC0720.The orthometric height was determined by differential leveling
 FC0720.and adjusted by the National Geodetic Survey in June 1991..
 FC0720
 FC0720.The geoid height was determined by GEOID03.
 FC0720
 FC0720.The dynamic height is computed by dividing the NAVD 88
 FC0720.geopotential number by the normal gravity value computed on the
 FC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0720.degrees latitude (g = 980.6199 gals.).
 FC0720
 FC0720.The modeled gravity was interpolated from observed gravity values.
 FC0720
 FC0720;                    North         East    Units  Estimated Accuracy
 FC0720;SPC TN       -   182,110.      733,990.      MT  (+/- 180 meters Scaled)
 FC0720
 FC0720                          SUPERSEDED SURVEY CONTROL
 FC0720
 FC0720  NGVD 29 (??/??/92)  235.012  (m)          771.04   (f) ADJ UNCH    1 1
 FC0720
 FC0720.Superseded values are not recommended for survey control.
 FC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0720.See file dsdata.txt to determine how the superseded data were derived.
 FC0720
 FC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE241829(NAD 83)
 FC0720_MARKER: DB = BENCH MARK DISK
 FC0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0720_SP_SET: CULVERT
 FC0720_STAMPING: E 195 1950
 FC0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0720
 FC0720  HISTORY     - Date     Condition        Report By
 FC0720  HISTORY     - 1950     MONUMENTED       CGS
 FC0720  HISTORY     - 1967     GOOD             NGS
 FC0720  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0720
 FC0720                          STATION DESCRIPTION
 FC0720
 FC0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0720'2.8 MI NE FROM HARRIMAN.
 FC0720'ABOUT 2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0720'STATION AT HARRIMAN, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST 47,
 FC0720'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL
 FC0720'OF A 10-FOOT CONCRETE BOX CULVERT UNDER STATE HIGHWAY 61, 46.5
 FC0720'FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET SOUTHEAST OF THE
 FC0720'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK AND ABOUT
 FC0720'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 FC0720
 FC0720                          STATION RECOVERY (1972)
 FC0720
 FC0720'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0847 ***********************************************************************
 FC0847  DESIGNATION -  E 196
 FC0847  PID         -  FC0847
 FC0847  STATE/COUNTY-  TN/MORGAN
 FC0847  USGS QUAD   -  HARRIMAN (1980)
 FC0847
 FC0847                         *CURRENT SURVEY CONTROL
 FC0847  ___________________________________________________________________
 FC0847* NAD 83(1986)-  35 58 51.     (N)    084 33 42.     (W)     SCALED    
 FC0847* NAVD 88     -       245.371  (meters)     805.02   (feet)  ADJUSTED  
 FC0847  ___________________________________________________________________
 FC0847  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0847  DYNAMIC HT  -         245.146 (meters)     804.28  (feet)  COMP
 FC0847  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FC0847
 FC0847  VERT ORDER  -  FIRST     CLASS I
 FC0847
 FC0847.The horizontal coordinates were scaled from a topographic map and have
 FC0847.an estimated accuracy of +/- 6 seconds.
 FC0847
 FC0847.The orthometric height was determined by differential leveling
 FC0847.and adjusted by the National Geodetic Survey in June 1991..
 FC0847
 FC0847.The geoid height was determined by GEOID03.
 FC0847
 FC0847.The dynamic height is computed by dividing the NAVD 88
 FC0847.geopotential number by the normal gravity value computed on the
 FC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0847.degrees latitude (g = 980.6199 gals.).
 FC0847
 FC0847.The modeled gravity was interpolated from observed gravity values.
 FC0847
 FC0847;                    North         East    Units  Estimated Accuracy
 FC0847;SPC TN       -   183,740.      729,710.      MT  (+/- 180 meters Scaled)
 FC0847
 FC0847                          SUPERSEDED SURVEY CONTROL
 FC0847
 FC0847  NGVD 29 (??/??/92)  245.484  (m)          805.39   (f) ADJ UNCH    1 1
 FC0847
 FC0847.Superseded values are not recommended for survey control.
 FC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0847.See file dsdata.txt to determine how the superseded data were derived.
 FC0847
 FC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE198845(NAD 83)
 FC0847_MARKER: DB = BENCH MARK DISK
 FC0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0847_SP_SET: CONCRETE FOUNDATION
 FC0847_STAMPING: E 196 1950
 FC0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0847
 FC0847  HISTORY     - Date     Condition        Report By
 FC0847  HISTORY     - 1950     MONUMENTED       CGS
 FC0847  HISTORY     - 1968     GOOD             NGS
 FC0847  HISTORY     - 1972     GOOD             TVA
 FC0847
 FC0847                          STATION DESCRIPTION
 FC0847
 FC0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0847'0.7 MI S FROM OAKDALE.
 FC0847'ABOUT 0.65 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0847'AT OAKDALE, THENCE 0.05 MILE SOUTHWEST ALONG AN ABANDONED RAILROAD
 FC0847'GRADE, AT THE NORTH ENTRANCE TO ABANDONED TUNNEL NUMBER 26, SET
 FC0847'IN THE TOP OF THE EAST CORNER OF THE STONE FOUNDATION FOR THE
 FC0847'WEST BRICK WALL OF THE TUNNEL, 8 FEET NORTHWEST OF THE CENTERLINE
 FC0847'OF THE ABANDONED RAILROAD GRADE, AND ABOUT LEVEL WITH THE RAILROAD
 FC0847'GRADE.
 FC0847
 FC0847                          STATION RECOVERY (1972)
 FC0847
 FC0847'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0929 ***********************************************************************
 GB0929  DESIGNATION -  E 197
 GB0929  PID         -  GB0929
 GB0929  STATE/COUNTY-  TN/SCOTT
 GB0929  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0929
 GB0929                         *CURRENT SURVEY CONTROL
 GB0929  ___________________________________________________________________
 GB0929* NAD 83(1986)-  36 22 58.     (N)    084 32 55.     (W)     SCALED    
 GB0929* NAVD 88     -       367.291  (meters)    1205.02   (feet)  ADJUSTED  
 GB0929  ___________________________________________________________________
 GB0929  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0929  DYNAMIC HT  -         366.978 (meters)    1203.99  (feet)  COMP
 GB0929  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GB0929
 GB0929  VERT ORDER  -  FIRST     CLASS I
 GB0929
 GB0929.The horizontal coordinates were scaled from a topographic map and have
 GB0929.an estimated accuracy of +/- 6 seconds.
 GB0929
 GB0929.The orthometric height was determined by differential leveling
 GB0929.and adjusted by the National Geodetic Survey in June 1991..
 GB0929
 GB0929.The geoid height was determined by GEOID03.
 GB0929
 GB0929.The dynamic height is computed by dividing the NAVD 88
 GB0929.geopotential number by the normal gravity value computed on the
 GB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0929.degrees latitude (g = 980.6199 gals.).
 GB0929
 GB0929.The modeled gravity was interpolated from observed gravity values.
 GB0929
 GB0929;                    North         East    Units  Estimated Accuracy
 GB0929;SPC TN       -   228,350.      730,220.      MT  (+/- 180 meters Scaled)
 GB0929
 GB0929                          SUPERSEDED SURVEY CONTROL
 GB0929
 GB0929  NGVD 29 (??/??/92)  367.429  (m)         1205.47   (f) ADJ UNCH    1 1
 GB0929
 GB0929.Superseded values are not recommended for survey control.
 GB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0929.See file dsdata.txt to determine how the superseded data were derived.
 GB0929
 GB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198291(NAD 83)
 GB0929_MARKER: DB = BENCH MARK DISK
 GB0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0929_SP_SET: OVERPASS CURB
 GB0929_STAMPING: E 197 1950
 GB0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0929
 GB0929  HISTORY     - Date     Condition        Report By
 GB0929  HISTORY     - 1950     MONUMENTED       CGS
 GB0929  HISTORY     - 1968     GOOD             NGS
 GB0929
 GB0929                          STATION DESCRIPTION
 GB0929
 GB0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0929'3.4 MI S FROM HELENWOOD.
 GB0929'ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0929'STATION AT HELENWOOD, OR ABOUT 3.35 MILES NORTHEAST ALONG THE
 GB0929'SOUTHERN RAILWAY FROM THE STATION AT ROBBINS, 0.2 MILE NORTHEAST
 GB0929'OF THE NORTHEAST END OF A RAILROAD BRIDGE OVER NEW RIVER, SET
 GB0929'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB ON THE
 GB0929'RAILROAD OVERPASS FOR U.S. HIGHWAY 27, 26 FEET WEST OF THE WEST
 GB0929'RAIL, 72 YARDS NORTH OF A SIGN WHICH READS NEW RIVER, 1.6 FEET
 GB0929'EAST OF A PIPE RAILING ON THE OVERPASS, AND ABOUT 2 FEET BELOW
 GB0929'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0013 ***********************************************************************
 GB0013  DESIGNATION -  E 198
 GB0013  PID         -  GB0013
 GB0013  STATE/COUNTY-  TN/SCOTT
 GB0013  USGS QUAD   -  WINFIELD (1982)
 GB0013
 GB0013                         *CURRENT SURVEY CONTROL
 GB0013  ___________________________________________________________________
 GB0013* NAD 83(1986)-  36 34 26.     (N)    084 26 43.     (W)     SCALED    
 GB0013* NAVD 88     -       404.743  (meters)    1327.89   (feet)  ADJUSTED  
 GB0013  ___________________________________________________________________
 GB0013  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GB0013  DYNAMIC HT  -         404.405 (meters)    1326.79  (feet)  COMP
 GB0013  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GB0013
 GB0013  VERT ORDER  -  FIRST     CLASS I
 GB0013
 GB0013.The horizontal coordinates were scaled from a topographic map and have
 GB0013.an estimated accuracy of +/- 6 seconds.
 GB0013
 GB0013.The orthometric height was determined by differential leveling
 GB0013.and adjusted by the National Geodetic Survey in June 1991..
 GB0013
 GB0013.The geoid height was determined by GEOID03.
 GB0013
 GB0013.The dynamic height is computed by dividing the NAVD 88
 GB0013.geopotential number by the normal gravity value computed on the
 GB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0013.degrees latitude (g = 980.6199 gals.).
 GB0013
 GB0013.The modeled gravity was interpolated from observed gravity values.
 GB0013
 GB0013;                    North         East    Units  Estimated Accuracy
 GB0013;SPC TN       -   249,700.      739,160.      MT  (+/- 180 meters Scaled)
 GB0013
 GB0013                          SUPERSEDED SURVEY CONTROL
 GB0013
 GB0013  NGVD 29 (??/??/92)  404.873  (m)         1328.32   (f) ADJ UNCH    1 1
 GB0013
 GB0013.Superseded values are not recommended for survey control.
 GB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0013.See file dsdata.txt to determine how the superseded data were derived.
 GB0013
 GB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF285506(NAD 83)
 GB0013_MARKER: DB = BENCH MARK DISK
 GB0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0013_STAMPING: E 198 1950
 GB0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0013+STABILITY: SURFACE MOTION
 GB0013
 GB0013  HISTORY     - Date     Condition        Report By
 GB0013  HISTORY     - 1950     MONUMENTED       CGS
 GB0013  HISTORY     - 1968     GOOD             NGS
 GB0013  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0013
 GB0013                          STATION DESCRIPTION
 GB0013
 GB0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0013'1.3 MI N FROM WINFIELD.
 GB0013'ABOUT 1.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0013'OFFICE AT WINFIELD, 88 FEET SOUTHEAST OF THE CENTER OF A
 GB0013'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 58 1/2 FEET EAST OF
 GB0013'THE EAST RAIL, 12 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GB0013'52 FEET SOUTHEAST OF THE CENTER OF THE EAST CONCRETE HEADWALL
 GB0013'OF A 24-INCH CULVERT UNDER THE TRACK, 48 FEET SOUTH OF A TELEPHONE
 GB0013'POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 GB0013'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GB0013'WHICH PROJECTS 2 INCHES.
 GB0013
 GB0013                          STATION RECOVERY (1977)
 GB0013
 GB0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0768 ***********************************************************************
 FE0768  DESIGNATION -  E 20
 FE0768  PID         -  FE0768
 FE0768  STATE/COUNTY-  TN/HENDERSON
 FE0768  USGS QUAD   -  LURAY (1983)
 FE0768
 FE0768                         *CURRENT SURVEY CONTROL
 FE0768  ___________________________________________________________________
 FE0768* NAD 83(1986)-  35 35 31.     (N)    088 33 42.     (W)     SCALED    
 FE0768* NAVD 88     -       127.329  (meters)     417.75   (feet)  ADJUSTED  
 FE0768  ___________________________________________________________________
 FE0768  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0768  DYNAMIC HT  -         127.215 (meters)     417.37  (feet)  COMP
 FE0768  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0768
 FE0768  VERT ORDER  -  SECOND    CLASS 0
 FE0768
 FE0768.The horizontal coordinates were scaled from a topographic map and have
 FE0768.an estimated accuracy of +/- 6 seconds.
 FE0768
 FE0768.The orthometric height was determined by differential leveling
 FE0768.and adjusted by the National Geodetic Survey in June 1991..
 FE0768
 FE0768.The geoid height was determined by GEOID03.
 FE0768
 FE0768.The dynamic height is computed by dividing the NAVD 88
 FE0768.geopotential number by the normal gravity value computed on the
 FE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0768.degrees latitude (g = 980.6199 gals.).
 FE0768
 FE0768.The modeled gravity was interpolated from observed gravity values.
 FE0768
 FE0768;                    North         East    Units  Estimated Accuracy
 FE0768;SPC TN       -   142,680.      367,880.      MT  (+/- 180 meters Scaled)
 FE0768
 FE0768                          SUPERSEDED SURVEY CONTROL
 FE0768
 FE0768  NGVD 29 (??/??/??)  127.355  (m)          417.83   (f) ADJUSTED    2 0
 FE0768
 FE0768.Superseded values are not recommended for survey control.
 FE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0768.See file dsdata.txt to determine how the superseded data were derived.
 FE0768
 FE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE585398(NAD 83)
 FE0768_MARKER: DB = BENCH MARK DISK
 FE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0768_STAMPING: 417.936 E 20 1934
 FE0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0768+STABILITY: SURFACE MOTION
 FE0768
 FE0768  HISTORY     - Date     Condition        Report By
 FE0768  HISTORY     - 1934     MONUMENTED       CGS
 FE0768  HISTORY     - 1935     GOOD             CGS
 FE0768
 FE0768                          STATION DESCRIPTION
 FE0768
 FE0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0768'1.9 MI W FROM HURON.
 FE0768'1.9 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0768'RAILWAY FROM HURON, HENDERSON COUNTY, 20 POLES WEST OF MILEPOST
 FE0768'129, OPPOSITE SURVEY STATION 6830+93, 37 FEET SOUTH OF THE
 FE0768'CENTERLINE OF THE TRACK, 10 FEET WEST OF A ROAD THROUGH A FIELD,
 FE0768'AND 3 FEET INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FE0768'STAMPED 417.936 E 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0141 ***********************************************************************
 GB0141  DESIGNATION -  E 202
 GB0141  PID         -  GB0141
 GB0141  STATE/COUNTY-  TN/CAMPBELL
 GB0141  USGS QUAD   -  JELLICO WEST (1979)
 GB0141
 GB0141                         *CURRENT SURVEY CONTROL
 GB0141  ___________________________________________________________________
 GB0141* NAD 83(1986)-  36 34 38.     (N)    084 08 37.     (W)     SCALED    
 GB0141* NAVD 88     -       294.055  (meters)     964.75   (feet)  ADJUSTED  
 GB0141  ___________________________________________________________________
 GB0141  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB0141  DYNAMIC HT  -         293.800 (meters)     963.91  (feet)  COMP
 GB0141  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 GB0141
 GB0141  VERT ORDER  -  SECOND    CLASS 0
 GB0141
 GB0141.The horizontal coordinates were scaled from a topographic map and have
 GB0141.an estimated accuracy of +/- 6 seconds.
 GB0141
 GB0141.The orthometric height was determined by differential leveling
 GB0141.and adjusted by the National Geodetic Survey in June 1991..
 GB0141
 GB0141.The geoid height was determined by GEOID03.
 GB0141
 GB0141.The dynamic height is computed by dividing the NAVD 88
 GB0141.geopotential number by the normal gravity value computed on the
 GB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0141.degrees latitude (g = 980.6199 gals.).
 GB0141
 GB0141.The modeled gravity was interpolated from observed gravity values.
 GB0141
 GB0141;                    North         East    Units  Estimated Accuracy
 GB0141;SPC TN       -   250,540.      766,150.      MT  (+/- 180 meters Scaled)
 GB0141
 GB0141                          SUPERSEDED SURVEY CONTROL
 GB0141
 GB0141  NGVD 29 (??/??/92)  294.199  (m)          965.22   (f) ADJ UNCH    2 0
 GB0141
 GB0141.Superseded values are not recommended for survey control.
 GB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0141.See file dsdata.txt to determine how the superseded data were derived.
 GB0141
 GB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555517(NAD 83)
 GB0141_MARKER: DB = BENCH MARK DISK
 GB0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0141_SP_SET: ABUTMENT
 GB0141_STAMPING: E 202 1951 965.218
 GB0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0141+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 GB0141
 GB0141  HISTORY     - Date     Condition        Report By
 GB0141  HISTORY     - 1951     MONUMENTED       CGS
 GB0141  HISTORY     - 1958     GOOD             NGS
 GB0141  HISTORY     - 20051126 GOOD             USPSQD
 GB0141
 GB0141                          STATION DESCRIPTION
 GB0141
 GB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0141'1.2 MI SW FROM JELLICO.
 GB0141'ABOUT 1.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 GB0141'THE STATION AT JELLICO, ABOUT 3 1/2 RAILS NORTHEAST AND ACROSS
 GB0141'THE TRACK FROM MILE POST 64, SET IN THE TOP OF THE NORTHWEST
 GB0141'END OF THE SOUTHWEST ABUTMENT OF RAILWAY BRIDGE OVER ELK CREEK,
 GB0141'9 FEET NORTHWEST OF THE NORTHWEST RAIL, 1/2 FOOT SOUTHEAST
 GB0141'OF THE NORTHWEST END OF ABUTMENT AND ABOUT 5 FEET BELOW THE
 GB0141'TRACK.
 GB0141
 GB0141                          STATION RECOVERY (1958)
 GB0141
 GB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0141'RECOVERED IN GOOD CONDITION.
 GB0141
 GB0141                          STATION RECOVERY (2005)
 GB0141
 GB0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 GB0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1092 ***********************************************************************
 GB1092  DESIGNATION -  E 203
 GB1092  PID         -  GB1092
 GB1092  STATE/COUNTY-  TN/PICKETT
 GB1092  USGS QUAD   -  SHARP PLACE (1981)
 GB1092
 GB1092                         *CURRENT SURVEY CONTROL
 GB1092  ___________________________________________________________________
 GB1092* NAD 83(1986)-  36 35 41.     (N)    084 47 35.     (W)     SCALED    
 GB1092* NAVD 88     -       481.426  (meters)    1579.48   (feet)  ADJUSTED  
 GB1092  ___________________________________________________________________
 GB1092  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1092  DYNAMIC HT  -         481.025 (meters)    1578.16  (feet)  COMP
 GB1092  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GB1092
 GB1092  VERT ORDER  -  SECOND    CLASS 0
 GB1092
 GB1092.The horizontal coordinates were scaled from a topographic map and have
 GB1092.an estimated accuracy of +/- 6 seconds.
 GB1092
 GB1092.The orthometric height was determined by differential leveling
 GB1092.and adjusted by the National Geodetic Survey in June 1991..
 GB1092
 GB1092.The geoid height was determined by GEOID03.
 GB1092
 GB1092.The dynamic height is computed by dividing the NAVD 88
 GB1092.geopotential number by the normal gravity value computed on the
 GB1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1092.degrees latitude (g = 980.6199 gals.).
 GB1092
 GB1092.The modeled gravity was interpolated from observed gravity values.
 GB1092
 GB1092;                    North         East    Units  Estimated Accuracy
 GB1092;SPC TN       -   251,570.      708,000.      MT  (+/- 180 meters Scaled)
 GB1092
 GB1092                          SUPERSEDED SURVEY CONTROL
 GB1092
 GB1092  NGVD 29 (??/??/92)  481.560  (m)         1579.92   (f) ADJ UNCH    2 0
 GB1092
 GB1092.Superseded values are not recommended for survey control.
 GB1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1092.See file dsdata.txt to determine how the superseded data were derived.
 GB1092
 GB1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF974521(NAD 83)
 GB1092_MARKER: DB = BENCH MARK DISK
 GB1092_SETTING: 66 = SET IN ROCK OUTCROP
 GB1092_SP_SET: ROCK LEDGE
 GB1092_STAMPING: E 203 1951 1579.918
 GB1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1092+STABILITY: POSITION/ELEVATION WELL
 GB1092
 GB1092  HISTORY     - Date     Condition        Report By
 GB1092  HISTORY     - 1951     MONUMENTED       CGS
 GB1092  HISTORY     - 1958     GOOD             NGS
 GB1092
 GB1092                          STATION DESCRIPTION
 GB1092
 GB1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1092'15.2 MI N FROM EAST JAMESTOWN.
 GB1092'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1092'AT EAST JAMESTOWN, THENCE ABOUT 9.1 MILES NORTHWEST AND NORTHEAST
 GB1092'ALONG A GRAVEL ROAD, ABOUT 0.6 MILE NORTHEAST OF JUNCTION OF A
 GB1092'GRAVEL ROAD SOUTHEAST TO PICKETT STATE PARK AND FOREST, IN THE
 GB1092'TOP OF AN OUTCROPPING SANDSTONE LEDGE, 20 FEET NORTH OF CENTER
 GB1092'LINE OF ROAD, 46 FEET WEST OF A TRIANGULAR BLAZED 9-INCH POPLAR
 GB1092'TREE, 16 FEET WEST OF A STONE WALL AROUND A SPRING, 20 FEET
 GB1092'WEST OF NORTH END OF A 20-INCH STONE CULVERT UNDER ROAD, AND
 GB1092'ABOUT 1 1/2 FEET BELOW ROAD.
 GB1092
 GB1092                          STATION RECOVERY (1958)
 GB1092
 GB1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1569 ***********************************************************************
 GB1569  DESIGNATION -  E 204
 GB1569  PID         -  GB1569
 GB1569  STATE/COUNTY-  TN/CLAY
 GB1569  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1569
 GB1569                         *CURRENT SURVEY CONTROL
 GB1569  ___________________________________________________________________
 GB1569* NAD 83(1986)-  36 35 17.     (N)    085 26 40.     (W)     SCALED    
 GB1569* NAVD 88     -       320.878  (meters)    1052.75   (feet)  ADJUSTED  
 GB1569  ___________________________________________________________________
 GB1569  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1569  DYNAMIC HT  -         320.604 (meters)    1051.85  (feet)  COMP
 GB1569  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GB1569
 GB1569  VERT ORDER  -  SECOND    CLASS 0
 GB1569
 GB1569.The horizontal coordinates were scaled from a topographic map and have
 GB1569.an estimated accuracy of +/- 6 seconds.
 GB1569
 GB1569.The orthometric height was determined by differential leveling
 GB1569.and adjusted by the National Geodetic Survey in June 1991..
 GB1569
 GB1569.The geoid height was determined by GEOID03.
 GB1569
 GB1569.The dynamic height is computed by dividing the NAVD 88
 GB1569.geopotential number by the normal gravity value computed on the
 GB1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1569.degrees latitude (g = 980.6199 gals.).
 GB1569
 GB1569.The modeled gravity was interpolated from observed gravity values.
 GB1569
 GB1569;                    North         East    Units  Estimated Accuracy
 GB1569;SPC TN       -   250,310.      649,720.      MT  (+/- 180 meters Scaled)
 GB1569
 GB1569                          SUPERSEDED SURVEY CONTROL
 GB1569
 GB1569  NGVD 29 (??/??/92)  320.984  (m)         1053.10   (f) ADJ UNCH    2 0
 GB1569
 GB1569.Superseded values are not recommended for survey control.
 GB1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1569.See file dsdata.txt to determine how the superseded data were derived.
 GB1569
 GB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF391503(NAD 83)
 GB1569_MARKER: DB = BENCH MARK DISK
 GB1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1569_STAMPING: E 204 1951
 GB1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1569+STABILITY: SURFACE MOTION
 GB1569
 GB1569  HISTORY     - Date     Condition        Report By
 GB1569  HISTORY     - 1951     MONUMENTED       CGS
 GB1569  HISTORY     - 1966     GOOD             NGS
 GB1569
 GB1569                          STATION DESCRIPTION
 GB1569
 GB1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1569'2 MI SW FROM THOMPSONS STORE.
 GB1569'ABOUT 2.05 MILES SOUTHEAST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1569'AT THOMPSONS STORE, ABOUT 1.0 MILE SOUTHWEST OF THE PLAINVIEW
 GB1569'SCHOOL, ABOUT 0.5 MILE SOUTHWEST OF A GRAVELED ROAD WEST,
 GB1569'ABOUT 40 YARDS SOUTH OF A POWERLINE TRANSFORMER POLE, 43 FEET
 GB1569'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 38 FEET
 GB1569'EAST OF A T-FENCE CORNER POST, 17 FEET WEST OF THE APPROXIMATE
 GB1569'CENTER OF A FARM ROAD LEADING SOUTH, 1.2 FEET EAST OF A METAL
 GB1569'WITNESS POST AND SIGN, AND ABOUT 1.5 FEET ABOVE THE ELEVATION
 GB1569'OF THE HIGHWAY.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GB1569'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE
 GB1569'SURFACE OF THE GROUND AND THE DISK IS STAMPED E 204 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0145 ***********************************************************************
 FE0145  DESIGNATION -  E 21
 FE0145  PID         -  FE0145
 FE0145  STATE/COUNTY-  TN/DECATUR
 FE0145  USGS QUAD   -  PERRYVILLE (1986)
 FE0145
 FE0145                         *CURRENT SURVEY CONTROL
 FE0145  ___________________________________________________________________
 FE0145* NAD 83(1986)-  35 35 04.     (N)    088 07 12.     (W)     SCALED    
 FE0145* NAVD 88     -       157.590  (meters)     517.03   (feet)  POSTED    
 FE0145  ___________________________________________________________________
 FE0145  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0145  DYNAMIC HT  -         157.450 (meters)     516.57  (feet)  COMP
 FE0145  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FE0145
 FE0145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0145
 FE0145.The horizontal coordinates were scaled from a topographic map and have
 FE0145.an estimated accuracy of +/- 6 seconds.
 FE0145
 FE0145.The orthometric height was determined by differential leveling
 FE0145.and adjusted by the National Geodetic Survey in 1992..
 FE0145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0145.rate of 2.1 thru 3.0 mm/km.
 FE0145
 FE0145.The geoid height was determined by GEOID03.
 FE0145
 FE0145.The dynamic height is computed by dividing the NAVD 88
 FE0145.geopotential number by the normal gravity value computed on the
 FE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0145.degrees latitude (g = 980.6199 gals.).
 FE0145
 FE0145.The modeled gravity was interpolated from observed gravity values.
 FE0145
 FE0145;                    North         East    Units  Estimated Accuracy
 FE0145;SPC TN       -   140,890.      407,880.      MT  (+/- 180 meters Scaled)
 FE0145
 FE0145                          SUPERSEDED SURVEY CONTROL
 FE0145
 FE0145  NGVD 29 (??/??/??)  157.600  (m)          517.06   (f) ADJUSTED    2 0
 FE0145
 FE0145.Superseded values are not recommended for survey control.
 FE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0145.See file dsdata.txt to determine how the superseded data were derived.
 FE0145
 FE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE985384(NAD 83)
 FE0145_MARKER: DB = BENCH MARK DISK
 FE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0145_STAMPING: 517.154 E 21 1934
 FE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0145+STABILITY: SURFACE MOTION
 FE0145
 FE0145  HISTORY     - Date     Condition        Report By
 FE0145  HISTORY     - 1934     MONUMENTED       CGS
 FE0145  HISTORY     - 1935     GOOD             CGS
 FE0145  HISTORY     - 1971     GOOD             LOCSUR
 FE0145
 FE0145                          STATION DESCRIPTION
 FE0145
 FE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0145'AT DECATURVILLE.
 FE0145'AT DECATURVILLE, DECATUR COUNTY, AT THE SOUTHEAST CORNER OF THE
 FE0145'COURTHOUSE SQUARE, AND JUST INSIDE THE CONCRETE CURB FORMING
 FE0145'THE COURTHOUSE-YARD FENCE.  A STANDARD DISK, STAMPED 517.154 E 21
 FE0145'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0145
 FE0145                          STATION RECOVERY (1971)
 FE0145
 FE0145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 FE0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1245 ***********************************************************************
 FE1245  DESIGNATION -  E 212
 FE1245  PID         -  FE1245
 FE1245  STATE/COUNTY-  TN/SHELBY
 FE1245  USGS QUAD   -  ELLENDALE (1993)
 FE1245
 FE1245                         *CURRENT SURVEY CONTROL
 FE1245  ___________________________________________________________________
 FE1245* NAD 83(1986)-  35 12 14.     (N)    089 49 14.     (W)     SCALED    
 FE1245* NAVD 88     -        85.658  (meters)     281.03   (feet)  ADJUSTED  
 FE1245  ___________________________________________________________________
 FE1245  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1245  DYNAMIC HT  -          85.581 (meters)     280.78  (feet)  COMP
 FE1245  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FE1245
 FE1245  VERT ORDER  -  SECOND    CLASS 0
 FE1245
 FE1245.The horizontal coordinates were scaled from a topographic map and have
 FE1245.an estimated accuracy of +/- 6 seconds.
 FE1245
 FE1245.The orthometric height was determined by differential leveling
 FE1245.and adjusted by the National Geodetic Survey in June 1991..
 FE1245
 FE1245.The geoid height was determined by GEOID03.
 FE1245
 FE1245.The dynamic height is computed by dividing the NAVD 88
 FE1245.geopotential number by the normal gravity value computed on the
 FE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1245.degrees latitude (g = 980.6199 gals.).
 FE1245
 FE1245.The modeled gravity was interpolated from observed gravity values.
 FE1245
 FE1245;                    North         East    Units  Estimated Accuracy
 FE1245;SPC TN       -   103,380.      252,180.      MT  (+/- 180 meters Scaled)
 FE1245
 FE1245                          SUPERSEDED SURVEY CONTROL
 FE1245
 FE1245  NGVD 29 (??/??/??)   85.645  (m)          280.99   (f) ADJUSTED    2 0
 FE1245
 FE1245.Superseded values are not recommended for survey control.
 FE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1245.See file dsdata.txt to determine how the superseded data were derived.
 FE1245
 FE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD432992(NAD 83)
 FE1245_MARKER: DB = BENCH MARK DISK
 FE1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1245_SP_SET: BRIDGE
 FE1245_STAMPING: E 212 1958
 FE1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1245
 FE1245  HISTORY     - Date     Condition        Report By
 FE1245  HISTORY     - 1958     MONUMENTED       CGS
 FE1245  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1245
 FE1245                          STATION DESCRIPTION
 FE1245
 FE1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1245'2.7 MI E FROM BARTLETT.
 FE1245'1.9 MILES EAST ALONG STAGE RD., THENCE 0.8 MILES EAST ALONG STAGE
 FE1245'64 FROM THE L. AND N. RR CROSSING AT BARTLETT.  0.1 MILE WEST OF
 FE1245'A DRIVEWAY LEADING TO A RED BRICK CHURCH, 19.8 FT. NORTH OF
 FE1245'POWERLINE POLE NO. 36779, 13.5 FT. SOUTH OF THE CENTER LINE OF
 FE1245'STAGE 64, A C AND GS DISK DRILLED IN THE TOP OF THE SOUTH WINGWALL
 FE1245'OF THE EAST END OF A CONCRETE BRIDGE, ABOUT LEVEL WITH STAGE 64.
 FE1245
 FE1245                          STATION RECOVERY (1992)
 FE1245
 FE1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1245'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1284 ***********************************************************************
 FE1284  DESIGNATION -  E 213
 FE1284  PID         -  FE1284
 FE1284  STATE/COUNTY-  TN/FAYETTE
 FE1284  USGS QUAD   -  GALLAWAY (1981)
 FE1284
 FE1284                         *CURRENT SURVEY CONTROL
 FE1284  ___________________________________________________________________
 FE1284* NAD 83(1986)-  35 16 58.     (N)    089 37 29.     (W)     SCALED    
 FE1284* NAVD 88     -        95.652  (meters)     313.82   (feet)  ADJUSTED  
 FE1284  ___________________________________________________________________
 FE1284  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1284  DYNAMIC HT  -          95.566 (meters)     313.54  (feet)  COMP
 FE1284  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FE1284
 FE1284  VERT ORDER  -  SECOND    CLASS 0
 FE1284
 FE1284.The horizontal coordinates were scaled from a topographic map and have
 FE1284.an estimated accuracy of +/- 6 seconds.
 FE1284
 FE1284.The orthometric height was determined by differential leveling
 FE1284.and adjusted by the National Geodetic Survey in June 1991..
 FE1284
 FE1284.The geoid height was determined by GEOID03.
 FE1284
 FE1284.The dynamic height is computed by dividing the NAVD 88
 FE1284.geopotential number by the normal gravity value computed on the
 FE1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1284.degrees latitude (g = 980.6199 gals.).
 FE1284
 FE1284.The modeled gravity was interpolated from observed gravity values.
 FE1284
 FE1284;                    North         East    Units  Estimated Accuracy
 FE1284;SPC TN       -   111,450.      270,330.      MT  (+/- 180 meters Scaled)
 FE1284
 FE1284                          SUPERSEDED SURVEY CONTROL
 FE1284
 FE1284  NGVD 29 (??/??/??)   95.640  (m)          313.78   (f) ADJUSTED    2 0
 FE1284
 FE1284.Superseded values are not recommended for survey control.
 FE1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1284.See file dsdata.txt to determine how the superseded data were derived.
 FE1284
 FE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE612075(NAD 83)
 FE1284_MARKER: DB = BENCH MARK DISK
 FE1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1284_STAMPING: E 213 1959
 FE1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1284+STABILITY: SURFACE MOTION
 FE1284
 FE1284  HISTORY     - Date     Condition        Report By
 FE1284  HISTORY     - 1959     MONUMENTED       CGS
 FE1284  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1284
 FE1284                          STATION DESCRIPTION
 FE1284
 FE1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1284'3.4 MI SW FROM GALLAWAY.
 FE1284'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1284'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED
 FE1284'ROAD, THENCE 1.0 MILES WEST ACROS COUNTRY, 159 PACES NORTHWEST
 FE1284'OF AN OLD ABANDONED FARM HOUSE, 84 PACES SOUTH OF A SMALL
 FE1284'STREAM, 147.0 FT. NORTHWEST OF THE CENTERLINE OF INTERSTATE
 FE1284'HIGHWAY, 6.0 EAST OF THE CENTER LINE OF A TRACK ROAD, 3.0 FT.
 FE1284'NORTH OF A WINTESS POST, A C AND GS DISK SET IN TOP OF A
 FE1284'CONCRETE POST SET FLUSH WITH THE GROUND, ABOUT LEVEL WITH
 FE1284'A TRACK ROAD.
 FE1284
 FE1284                          STATION RECOVERY (2002)
 FE1284
 FE1284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1284'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1085 ***********************************************************************
 FE1085  DESIGNATION -  E 214
 FE1085  PID         -  FE1085
 FE1085  STATE/COUNTY-  TN/FAYETTE
 FE1085  USGS QUAD   -  STANTON (1983)
 FE1085
 FE1085                         *CURRENT SURVEY CONTROL
 FE1085  ___________________________________________________________________
 FE1085* NAD 83(1986)-  35 23 03.     (N)    089 25 44.     (W)     SCALED    
 FE1085* NAVD 88     -       106.320  (meters)     348.82   (feet)  ADJUSTED  
 FE1085  ___________________________________________________________________
 FE1085  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1085  DYNAMIC HT  -         106.225 (meters)     348.51  (feet)  COMP
 FE1085  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FE1085
 FE1085  VERT ORDER  -  SECOND    CLASS 0
 FE1085
 FE1085.The horizontal coordinates were scaled from a topographic map and have
 FE1085.an estimated accuracy of +/- 6 seconds.
 FE1085
 FE1085.The orthometric height was determined by differential leveling
 FE1085.and adjusted by the National Geodetic Survey in June 1991..
 FE1085
 FE1085.The geoid height was determined by GEOID03.
 FE1085
 FE1085.The dynamic height is computed by dividing the NAVD 88
 FE1085.geopotential number by the normal gravity value computed on the
 FE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1085.degrees latitude (g = 980.6199 gals.).
 FE1085
 FE1085.The modeled gravity was interpolated from observed gravity values.
 FE1085
 FE1085;                    North         East    Units  Estimated Accuracy
 FE1085;SPC TN       -   122,050.      288,520.      MT  (+/- 180 meters Scaled)
 FE1085
 FE1085                          SUPERSEDED SURVEY CONTROL
 FE1085
 FE1085  NGVD 29 (??/??/??)  106.307  (m)          348.78   (f) ADJUSTED    2 0
 FE1085
 FE1085.Superseded values are not recommended for survey control.
 FE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1085.See file dsdata.txt to determine how the superseded data were derived.
 FE1085
 FE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE793183(NAD 83)
 FE1085_MARKER: DB = BENCH MARK DISK
 FE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1085_STAMPING: E 214 1959
 FE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1085+STABILITY: SURFACE MOTION
 FE1085
 FE1085  HISTORY     - Date     Condition        Report By
 FE1085  HISTORY     - 1959     MONUMENTED       CGS
 FE1085  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1085
 FE1085                          STATION DESCRIPTION
 FE1085
 FE1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1085'11.8 MI ESE FROM BRADEN.
 FE1085'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1085'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1085'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1085'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1085'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1085'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.45 MILES
 FE1085'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.1 MILE
 FE1085'NORTH ALONG A GRAVEL ROAD, THENCE 0.35 MILE SOUTHEAST ALONG
 FE1085'A FIELD ROAD, 147 FT. NORTH-NORTHWEST OF THE CENTER LINE OF THE
 FE1085'INTERSTATE HIGHWAY, 20 FT. WEST-SOUTHWEST OF A TRACK ROAD,
 FE1085'1 FT. EAST OF A FENCE CORNER, 1.5 FT. WEST OF A WITNESS POST.
 FE1085
 FE1085                          STATION RECOVERY (2002)
 FE1085
 FE1085'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0377 ***********************************************************************
 FF0377  DESIGNATION -  E 215
 FF0377  PID         -  FF0377
 FF0377  STATE/COUNTY-  TN/SHELBY
 FF0377  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0377
 FF0377                         *CURRENT SURVEY CONTROL
 FF0377  ___________________________________________________________________
 FF0377* NAD 83(1986)-  35 02 50.     (N)    090 00 24.     (W)     SCALED    
 FF0377* NAVD 88     -        85.576  (meters)     280.76   (feet)  ADJUSTED  
 FF0377  ___________________________________________________________________
 FF0377  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0377  DYNAMIC HT  -          85.497 (meters)     280.50  (feet)  COMP
 FF0377  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FF0377
 FF0377  VERT ORDER  -  SECOND    CLASS 0
 FF0377
 FF0377.The horizontal coordinates were scaled from a topographic map and have
 FF0377.an estimated accuracy of +/- 6 seconds.
 FF0377
 FF0377.The orthometric height was determined by differential leveling
 FF0377.and adjusted by the National Geodetic Survey in June 1991..
 FF0377
 FF0377.The geoid height was determined by GEOID03.
 FF0377
 FF0377.The dynamic height is computed by dividing the NAVD 88
 FF0377.geopotential number by the normal gravity value computed on the
 FF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0377.degrees latitude (g = 980.6199 gals.).
 FF0377
 FF0377.The modeled gravity was interpolated from observed gravity values.
 FF0377
 FF0377;                    North         East    Units  Estimated Accuracy
 FF0377;SPC TN       -    86,690.      234,540.      MT  (+/- 180 meters Scaled)
 FF0377
 FF0377                          SUPERSEDED SURVEY CONTROL
 FF0377
 FF0377  NGVD 29 (??/??/??)   85.544  (m)          280.66   (f) ADJUSTED    2 0
 FF0377
 FF0377.Superseded values are not recommended for survey control.
 FF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0377.See file dsdata.txt to determine how the superseded data were derived.
 FF0377
 FF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730823(NAD 83)
 FF0377_MARKER: DB = BENCH MARK DISK
 FF0377_SETTING: 0 = UNSPECIFIED SETTING
 FF0377_STAMPING: E 215 1959
 FF0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0377
 FF0377  HISTORY     - Date     Condition        Report By
 FF0377  HISTORY     - 1959     MONUMENTED       CGS
 FF0377  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0377
 FF0377                          STATION DESCRIPTION
 FF0377
 FF0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0377'AT MEMPHIS.
 FF0377'THE MARK IS 0.05 MILE EAST OF THE INTERSECTION OF MILL BRANCH
 FF0377'ROAD AND OLD HICKORY ROAD, 147 FEET EAST-NORTHEAST OF THE CENTER
 FF0377'OF THE TENNESSEE INTERSTATE HIGHWAY, 82 FEET NORTHWEST OF A
 FF0377'POWER LINE POLE NUMBER 65430, 25 FEET NORTH OF THE CENTER OF
 FF0377'OLD HICKORY ROAD, 1.8 FEET NORTHEAST OF A WITNESS POST.  IT IS
 FF0377'ABOUT 1.5 MILES SOUTH OF BROOKS 1959.
 FF0377
 FF0377                          STATION RECOVERY (1992)
 FF0377
 FF0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0653 ***********************************************************************
 FE0653  DESIGNATION -  E 216
 FE0653  PID         -  FE0653
 FE0653  STATE/COUNTY-  TN/MADISON
 FE0653  USGS QUAD   -  CLAYBROOK (1980)
 FE0653
 FE0653                         *CURRENT SURVEY CONTROL
 FE0653  ___________________________________________________________________
 FE0653* NAD 83(1986)-  35 43 57.     (N)    088 37 53.     (W)     SCALED    
 FE0653* NAVD 88     -       168.539  (meters)     552.95   (feet)  ADJUSTED  
 FE0653  ___________________________________________________________________
 FE0653  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0653  DYNAMIC HT  -         168.389 (meters)     552.46  (feet)  COMP
 FE0653  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 FE0653
 FE0653  VERT ORDER  -  SECOND    CLASS 0
 FE0653
 FE0653.The horizontal coordinates were scaled from a topographic map and have
 FE0653.an estimated accuracy of +/- 6 seconds.
 FE0653
 FE0653.The orthometric height was determined by differential leveling
 FE0653.and adjusted by the National Geodetic Survey in June 1991..
 FE0653
 FE0653.The geoid height was determined by GEOID03.
 FE0653
 FE0653.The dynamic height is computed by dividing the NAVD 88
 FE0653.geopotential number by the normal gravity value computed on the
 FE0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0653.degrees latitude (g = 980.6199 gals.).
 FE0653
 FE0653.The modeled gravity was interpolated from observed gravity values.
 FE0653
 FE0653;                    North         East    Units  Estimated Accuracy
 FE0653;SPC TN       -   158,440.      361,990.      MT  (+/- 180 meters Scaled)
 FE0653
 FE0653                          SUPERSEDED SURVEY CONTROL
 FE0653
 FE0653  NGVD 29 (??/??/??)  168.568  (m)          553.04   (f) ADJUSTED    2 0
 FE0653
 FE0653.Superseded values are not recommended for survey control.
 FE0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0653.See file dsdata.txt to determine how the superseded data were derived.
 FE0653
 FE0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE524555(NAD 83)
 FE0653_MARKER: DB = BENCH MARK DISK
 FE0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0653_STAMPING: E 216 1959
 FE0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0653+STABILITY: SURFACE MOTION
 FE0653
 FE0653  HISTORY     - Date     Condition        Report By
 FE0653  HISTORY     - 1959     MONUMENTED       CGS
 FE0653  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0653
 FE0653                          STATION DESCRIPTION
 FE0653
 FE0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0653'23 MI NE FROM JACKSON.
 FE0653'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0653'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0653'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0653'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0653'3.1 MILES NORTHEAST ON BROWN CHURCH ROAD, THENCE 2.95 MILES EAST
 FE0653'ON HARTMAS LANE, THENCE 1.05 MILES NORTH ON LAW ROAD.  IT IS 27
 FE0653'FEET WEST OF THE CENTER OF LAW ROAD, 2 FEET EAST OF A FENCE LINE,
 FE0653'4 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET WEST OF A WITNESS
 FE0653'SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0653'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 FE0653'LEVEL WITH THE ROAD.
 FE0653
 FE0653                          STATION RECOVERY (2002)
 FE0653
 FE0653'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0653'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1142 ***********************************************************************
 FD1142  DESIGNATION -  E 218
 FD1142  PID         -  FD1142
 FD1142  STATE/COUNTY-  TN/HUMPHREYS
 FD1142  USGS QUAD   -  BUCKSNORT (1968)
 FD1142
 FD1142                         *CURRENT SURVEY CONTROL
 FD1142  ___________________________________________________________________
 FD1142* NAD 83(1986)-  35 52 41.     (N)    087 43 47.     (W)     SCALED    
 FD1142* NAVD 88     -       139.669  (meters)     458.23   (feet)  ADJUSTED  
 FD1142  ___________________________________________________________________
 FD1142  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1142  DYNAMIC HT  -         139.549 (meters)     457.84  (feet)  COMP
 FD1142  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 FD1142
 FD1142  VERT ORDER  -  SECOND    CLASS 0
 FD1142
 FD1142.The horizontal coordinates were scaled from a topographic map and have
 FD1142.an estimated accuracy of +/- 6 seconds.
 FD1142
 FD1142.The orthometric height was determined by differential leveling
 FD1142.and adjusted by the National Geodetic Survey in June 1991..
 FD1142
 FD1142.The geoid height was determined by GEOID03.
 FD1142
 FD1142.The dynamic height is computed by dividing the NAVD 88
 FD1142.geopotential number by the normal gravity value computed on the
 FD1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1142.degrees latitude (g = 980.6199 gals.).
 FD1142
 FD1142.The modeled gravity was interpolated from observed gravity values.
 FD1142
 FD1142;                    North         East    Units  Estimated Accuracy
 FD1142;SPC TN       -   172,770.      443,820.      MT  (+/- 180 meters Scaled)
 FD1142
 FD1142                          SUPERSEDED SURVEY CONTROL
 FD1142
 FD1142  NGVD 29 (??/??/92)  139.700  (m)          458.33   (f) ADJ UNCH    2 0
 FD1142
 FD1142.Superseded values are not recommended for survey control.
 FD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1142.See file dsdata.txt to determine how the superseded data were derived.
 FD1142
 FD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE341706(NAD 83)
 FD1142_MARKER: DB = BENCH MARK DISK
 FD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1142_STAMPING: E 218 1959
 FD1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1142+STABILITY: SURFACE MOTION
 FD1142
 FD1142  HISTORY     - Date     Condition        Report By
 FD1142  HISTORY     - 1959     MONUMENTED       CGS
 FD1142  HISTORY     - 1967     GOOD             NGS
 FD1142
 FD1142                          STATION DESCRIPTION
 FD1142
 FD1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1142'4.6 MI E FROM BUFFALO.
 FD1142'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40
 FD1142'ABOUT 9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH
 FD1142'ON STATE ROUTE 13 FOR 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.
 FD1142'HERE TURN RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 4.1
 FD1142'MILES TO THE MARK ON THE LEFT.  IT IS 49 FEET NORTH-NORTHEAST
 FD1142'OF A FENCE, 26 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 FD1142'OF THE GRAVELED ROAD, 15 FEET SOUTHWEST OF AN 8-INCH PERSIMMON
 FD1142'TREE, AND 2.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 FD1142'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1142'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 FD1142'DISK IS STAMPED E 218 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1440 ***********************************************************************
 GC1440  DESIGNATION -  E 219
 GC1440  PID         -  GC1440
 GC1440  STATE/COUNTY-  TN/DICKSON
 GC1440  USGS QUAD   -  DICKSON (1986)
 GC1440
 GC1440                         *CURRENT SURVEY CONTROL
 GC1440  ___________________________________________________________________
 GC1440* NAD 83(1986)-  36 00 30.     (N)    087 23 15.     (W)     SCALED    
 GC1440* NAVD 88     -       251.441  (meters)     824.94   (feet)  ADJUSTED  
 GC1440  ___________________________________________________________________
 GC1440  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1440  DYNAMIC HT  -         251.220 (meters)     824.21  (feet)  COMP
 GC1440  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GC1440
 GC1440  VERT ORDER  -  SECOND    CLASS 0
 GC1440
 GC1440.The horizontal coordinates were scaled from a topographic map and have
 GC1440.an estimated accuracy of +/- 6 seconds.
 GC1440
 GC1440.The orthometric height was determined by differential leveling
 GC1440.and adjusted by the National Geodetic Survey in June 1991..
 GC1440
 GC1440.The geoid height was determined by GEOID03.
 GC1440
 GC1440.The dynamic height is computed by dividing the NAVD 88
 GC1440.geopotential number by the normal gravity value computed on the
 GC1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1440.degrees latitude (g = 980.6199 gals.).
 GC1440
 GC1440.The modeled gravity was interpolated from observed gravity values.
 GC1440
 GC1440;                    North         East    Units  Estimated Accuracy
 GC1440;SPC TN       -   186,730.      474,920.      MT  (+/- 180 meters Scaled)
 GC1440
 GC1440                          SUPERSEDED SURVEY CONTROL
 GC1440
 GC1440  NGVD 29 (??/??/92)  251.433  (m)          824.91   (f) ADJ UNCH    2 0
 GC1440
 GC1440.Superseded values are not recommended for survey control.
 GC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1440.See file dsdata.txt to determine how the superseded data were derived.
 GC1440
 GC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650849(NAD 83)
 GC1440_MARKER: DB = BENCH MARK DISK
 GC1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1440_STAMPING: E 219 1959
 GC1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1440+STABILITY: SURFACE MOTION
 GC1440
 GC1440  HISTORY     - Date     Condition        Report By
 GC1440  HISTORY     - 1959     MONUMENTED       CGS
 GC1440
 GC1440                          STATION DESCRIPTION
 GC1440
 GC1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1440'4 MI W FROM TIDWELL.
 GC1440'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1440'TIDWELL.  (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1440'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD
 GC1440'FOR 2.7 MILES, THENCE 0.5 MILES SOUTH ON A GRAVELED ROAD,
 GC1440'THENCE 0.75 MILES WEST ON A GRAVELED ROAD, 93 FT. SOUTHEAST AND
 GC1440'ACROSS THE ROAD FROM A TELEPHONE POLE, 50 FT. SOUTH OF THE
 GC1440'CENTER OF A T JUNCTION, 6 FT. WEST OF A 12-INCH HICKORY TREE,
 GC1440'2 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC1440'POST PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0720 ***********************************************************************
 FD0720  DESIGNATION -  E 22
 FD0720  PID         -  FD0720
 FD0720  STATE/COUNTY-  TN/HICKMAN
 FD0720  USGS QUAD   -  LYLES (1992)
 FD0720
 FD0720                         *CURRENT SURVEY CONTROL
 FD0720  ___________________________________________________________________
 FD0720* NAD 83(1986)-  35 57 01.     (N)    087 19 52.     (W)     SCALED    
 FD0720* NAVD 88     -       249.664  (meters)     819.11   (feet)  ADJUSTED  
 FD0720  ___________________________________________________________________
 FD0720  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD0720  DYNAMIC HT  -         249.445 (meters)     818.39  (feet)  COMP
 FD0720  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 FD0720
 FD0720  VERT ORDER  -  SECOND    CLASS 0
 FD0720
 FD0720.The horizontal coordinates were scaled from a topographic map and have
 FD0720.an estimated accuracy of +/- 6 seconds.
 FD0720
 FD0720.The orthometric height was determined by differential leveling
 FD0720.and adjusted by the National Geodetic Survey in June 1991..
 FD0720
 FD0720.The geoid height was determined by GEOID03.
 FD0720
 FD0720.The dynamic height is computed by dividing the NAVD 88
 FD0720.geopotential number by the normal gravity value computed on the
 FD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0720.degrees latitude (g = 980.6199 gals.).
 FD0720
 FD0720.The modeled gravity was interpolated from observed gravity values.
 FD0720
 FD0720;                    North         East    Units  Estimated Accuracy
 FD0720;SPC TN       -   180,220.      479,920.      MT  (+/- 180 meters Scaled)
 FD0720
 FD0720                          SUPERSEDED SURVEY CONTROL
 FD0720
 FD0720  NGVD 29 (??/??/92)  249.650  (m)          819.06   (f) ADJ UNCH    2 0
 FD0720
 FD0720.Superseded values are not recommended for survey control.
 FD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0720.See file dsdata.txt to determine how the superseded data were derived.
 FD0720
 FD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701784(NAD 83)
 FD0720_MARKER: DB = BENCH MARK DISK
 FD0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0720_STAMPING: E 22 1934
 FD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0720+STABILITY: SURFACE MOTION
 FD0720
 FD0720  HISTORY     - Date     Condition        Report By
 FD0720  HISTORY     - 1934     MONUMENTED       CGS
 FD0720  HISTORY     - 1953     MARK NOT FOUND   TVA
 FD0720
 FD0720                          STATION DESCRIPTION
 FD0720
 FD0720'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1953
 FD0720'0.3 MI S FROM BON AQUA.
 FD0720'0.3 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0720'RAILWAY FROM BON AQUA, HICKMAN COUNTY, 9-1/2 POLES SOUTH OF
 FD0720'MILEPOST 11, 20 FEET WEST OF THE CENTERLINE OF THE TRACK, 25
 FD0720'FEET EAST OF THE CENTERLINE OF A ROAD, AND 15 FEET EAST OF AN
 FD0720'18-INCH OAK TREE.  A STANDARD DISK, STAMPED E 22 1934 AND
 FD0720'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1186 ***********************************************************************
 FD1186  DESIGNATION -  E 220
 FD1186  PID         -  FD1186
 FD1186  STATE/COUNTY-  TN/HUMPHREYS
 FD1186  USGS QUAD   -  SPOT (1942)
 FD1186
 FD1186                         *CURRENT SURVEY CONTROL
 FD1186  ___________________________________________________________________
 FD1186* NAD 83(1986)-  35 58 29.     (N)    087 31 24.     (W)     SCALED    
 FD1186* NAVD 88     -       236.380  (meters)     775.52   (feet)  ADJUSTED  
 FD1186  ___________________________________________________________________
 FD1186  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1186  DYNAMIC HT  -         236.174 (meters)     774.85  (feet)  COMP
 FD1186  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FD1186
 FD1186  VERT ORDER  -  SECOND    CLASS 0
 FD1186
 FD1186.The horizontal coordinates were scaled from a topographic map and have
 FD1186.an estimated accuracy of +/- 6 seconds.
 FD1186
 FD1186.The orthometric height was determined by differential leveling
 FD1186.and adjusted by the National Geodetic Survey in June 1991..
 FD1186
 FD1186.The geoid height was determined by GEOID03.
 FD1186
 FD1186.The dynamic height is computed by dividing the NAVD 88
 FD1186.geopotential number by the normal gravity value computed on the
 FD1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1186.degrees latitude (g = 980.6199 gals.).
 FD1186
 FD1186.The modeled gravity was interpolated from observed gravity values.
 FD1186
 FD1186;                    North         East    Units  Estimated Accuracy
 FD1186;SPC TN       -   183,180.      462,620.      MT  (+/- 180 meters Scaled)
 FD1186
 FD1186                          SUPERSEDED SURVEY CONTROL
 FD1186
 FD1186  NGVD 29 (??/??/92)  236.388  (m)          775.55   (f) ADJ UNCH    2 0
 FD1186
 FD1186.Superseded values are not recommended for survey control.
 FD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1186.See file dsdata.txt to determine how the superseded data were derived.
 FD1186
 FD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE528812(NAD 83)
 FD1186_MARKER: DB = BENCH MARK DISK
 FD1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1186_STAMPING: E 220 1959
 FD1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1186+STABILITY: SURFACE MOTION
 FD1186
 FD1186  HISTORY     - Date     Condition        Report By
 FD1186  HISTORY     - 1959     MONUMENTED       CGS
 FD1186
 FD1186                          STATION DESCRIPTION
 FD1186
 FD1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1186'15.9 MI NE FROM ONLY.
 FD1186'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1186'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1186'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1186'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1186'ROAD, THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y
 FD1186'JUNCTION, THENCE 4.7 MILES WEST AND NORTHEAST ON A GRAVELED ROAD
 FD1186'TO A Y JUNCTION, THENCE 1.8 MILES NORTHEAST ON A TRACK ROAD
 FD1186'TO THE TRIANGULATION STATION GORDON, CONTINUE ON THE TRACK ROAD
 FD1186'FOR 0.9 MILE TO THE CREST OF A HILL, THE MARK IS ABOUT 150 FT.
 FD1186'SOUTH OF THE CENTER OF THE TRACK ROAD AND 2 FT. SOUTHWEST OF A
 FD1186'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3
 FD1186'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0534 ***********************************************************************
 GC0534  DESIGNATION -  E 221
 GC0534  PID         -  GC0534
 GC0534  STATE/COUNTY-  TN/ROBERTSON
 GC0534  USGS QUAD   -  WHITE HOUSE (1981)
 GC0534
 GC0534                         *CURRENT SURVEY CONTROL
 GC0534  ___________________________________________________________________
 GC0534* NAD 83(1986)-  36 26 32.     (N)    086 41 29.     (W)     SCALED    
 GC0534* NAVD 88     -       256.439  (meters)     841.33   (feet)  ADJUSTED  
 GC0534  ___________________________________________________________________
 GC0534  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC0534  DYNAMIC HT  -         256.221 (meters)     840.62  (feet)  COMP
 GC0534  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0534
 GC0534  VERT ORDER  -  SECOND    CLASS 0
 GC0534
 GC0534.The horizontal coordinates were scaled from a topographic map and have
 GC0534.an estimated accuracy of +/- 6 seconds.
 GC0534
 GC0534.The orthometric height was determined by differential leveling
 GC0534.and adjusted by the National Geodetic Survey in June 1991..
 GC0534
 GC0534.The geoid height was determined by GEOID03.
 GC0534
 GC0534.The dynamic height is computed by dividing the NAVD 88
 GC0534.geopotential number by the normal gravity value computed on the
 GC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0534.degrees latitude (g = 980.6199 gals.).
 GC0534
 GC0534.The modeled gravity was interpolated from observed gravity values.
 GC0534
 GC0534;                    North         East    Units  Estimated Accuracy
 GC0534;SPC TN       -   234,200.      538,010.      MT  (+/- 180 meters Scaled)
 GC0534
 GC0534                          SUPERSEDED SURVEY CONTROL
 GC0534
 GC0534  NGVD 29 (??/??/92)  256.497  (m)          841.52   (f) ADJ UNCH    2 0
 GC0534
 GC0534.Superseded values are not recommended for survey control.
 GC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0534.See file dsdata.txt to determine how the superseded data were derived.
 GC0534
 GC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF276330(NAD 83)
 GC0534_MARKER: DB = BENCH MARK DISK
 GC0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0534_STAMPING: E 221 1959
 GC0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0534+STABILITY: SURFACE MOTION
 GC0534
 GC0534  HISTORY     - Date     Condition        Report By
 GC0534  HISTORY     - 1959     MONUMENTED       CGS
 GC0534  HISTORY     - 1960     GOOD             NGS
 GC0534
 GC0534                          STATION DESCRIPTION
 GC0534
 GC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0534'4.1 MI SW FROM WHITE HOUSE.
 GC0534'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31
 GC0534'W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0534'THENCE 1.85 MILES SOUTH ON A GRAVELED ROAD, 57 FT. EAST AND
 GC0534'ACROSS THE ROAD FROM A POWER LINE POLE WITH A TRANSFORMER,
 GC0534'24 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 21 FT. SOUTH OF
 GC0534'THE CENTER OF A DIRT ROAD, 5 FT. SOUTHEAST OF A FENCE CORNER POST,
 GC0534'2.5 FT. SOUTHWEST OF A WITNESS SIGN, AND ABOUT 80 FT. EAST OF A
 GC0534'HOUSE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GC0534'AND ABOUT 5 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0619 ***********************************************************************
 GC0619  DESIGNATION -  E 222
 GC0619  PID         -  GC0619
 GC0619  STATE/COUNTY-  TN/DAVIDSON
 GC0619  USGS QUAD   -  OAK HILL (1968)
 GC0619
 GC0619                         *CURRENT SURVEY CONTROL
 GC0619  ___________________________________________________________________
 GC0619* NAD 83(1986)-  36 06 58.     (N)    086 47 54.     (W)     SCALED    
 GC0619* NAVD 88     -       170.931  (meters)     560.80   (feet)  ADJUSTED  
 GC0619  ___________________________________________________________________
 GC0619  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0619  DYNAMIC HT  -         170.784 (meters)     560.31  (feet)  COMP
 GC0619  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0619
 GC0619  VERT ORDER  -  SECOND    CLASS 0
 GC0619
 GC0619.The horizontal coordinates were scaled from a topographic map and have
 GC0619.an estimated accuracy of +/- 6 seconds.
 GC0619
 GC0619.The orthometric height was determined by differential leveling
 GC0619.and adjusted by the National Geodetic Survey in June 1991..
 GC0619
 GC0619.The geoid height was determined by GEOID03.
 GC0619
 GC0619.The dynamic height is computed by dividing the NAVD 88
 GC0619.geopotential number by the normal gravity value computed on the
 GC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0619.degrees latitude (g = 980.6199 gals.).
 GC0619
 GC0619.The modeled gravity was interpolated from observed gravity values.
 GC0619
 GC0619;                    North         East    Units  Estimated Accuracy
 GC0619;SPC TN       -   198,090.      528,130.      MT  (+/- 180 meters Scaled)
 GC0619
 GC0619                          SUPERSEDED SURVEY CONTROL
 GC0619
 GC0619  NGVD 29 (??/??/92)  170.952  (m)          560.87   (f) ADJ UNCH    2 0
 GC0619
 GC0619.Superseded values are not recommended for survey control.
 GC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0619.See file dsdata.txt to determine how the superseded data were derived.
 GC0619
 GC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE181968(NAD 83)
 GC0619_MARKER: DB = BENCH MARK DISK
 GC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0619_STAMPING: E 222 1959
 GC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0619+STABILITY: SURFACE MOTION
 GC0619
 GC0619  HISTORY     - Date     Condition        Report By
 GC0619  HISTORY     - 1959     MONUMENTED       CGS
 GC0619  HISTORY     - 1960     GOOD             NGS
 GC0619
 GC0619                          STATION DESCRIPTION
 GC0619
 GC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0619'AT NASHVILLE.
 GC0619'THIS MARK IS LOCATED AT THE INTERSECTION OF BATTLEFIELD ROAD
 GC0619'LEADING EAST, STOKES ROAD LEADING WEST, AND BELMONT BLVD., ABOUT
 GC0619'150 FT. SOUTH OF A RAILROAD CROSSING, 68 FT. NORTHEAST OF THE
 GC0619'CENTER OF THE INTERSECTION, 35 FT. EAST OF THE CENTER OF BELMONT
 GC0619'BLVD., 21 FT. NORTHEAST OF A POWER LINE POLE AND 2 FT. EAST OF A
 GC0619'WITNESS SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0619'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0669 ***********************************************************************
 GC0669  DESIGNATION -  E 223
 GC0669  PID         -  GC0669
 GC0669  STATE/COUNTY-  TN/DAVIDSON
 GC0669  USGS QUAD   -  OAK HILL (1968)
 GC0669
 GC0669                         *CURRENT SURVEY CONTROL
 GC0669  ___________________________________________________________________
 GC0669* NAD 83(1986)-  36 05 32.     (N)    086 45 39.     (W)     SCALED    
 GC0669* NAVD 88     -       178.522  (meters)     585.70   (feet)  ADJUSTED  
 GC0669  ___________________________________________________________________
 GC0669  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0669  DYNAMIC HT  -         178.369 (meters)     585.20  (feet)  COMP
 GC0669  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GC0669
 GC0669  VERT ORDER  -  SECOND    CLASS 0
 GC0669
 GC0669.The horizontal coordinates were scaled from a topographic map and have
 GC0669.an estimated accuracy of +/- 6 seconds.
 GC0669
 GC0669.The orthometric height was determined by differential leveling
 GC0669.and adjusted by the National Geodetic Survey in June 1991..
 GC0669
 GC0669.The geoid height was determined by GEOID03.
 GC0669
 GC0669.The dynamic height is computed by dividing the NAVD 88
 GC0669.geopotential number by the normal gravity value computed on the
 GC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0669.degrees latitude (g = 980.6199 gals.).
 GC0669
 GC0669.The modeled gravity was interpolated from observed gravity values.
 GC0669
 GC0669;                    North         East    Units  Estimated Accuracy
 GC0669;SPC TN       -   195,410.      531,480.      MT  (+/- 180 meters Scaled)
 GC0669
 GC0669                          SUPERSEDED SURVEY CONTROL
 GC0669
 GC0669  NGVD 29 (??/??/92)  178.540  (m)          585.76   (f) ADJ UNCH    2 0
 GC0669
 GC0669.Superseded values are not recommended for survey control.
 GC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0669.See file dsdata.txt to determine how the superseded data were derived.
 GC0669
 GC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE215942(NAD 83)
 GC0669_MARKER: DB = BENCH MARK DISK
 GC0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0669_SP_SET: OVERPASS
 GC0669_STAMPING: E 223 1960
 GC0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0669
 GC0669  HISTORY     - Date     Condition        Report By
 GC0669  HISTORY     - 1960     MONUMENTED       CGS
 GC0669
 GC0669                          STATION DESCRIPTION
 GC0669
 GC0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0669'4.8 MI SE FROM NASHVILLE.
 GC0669'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 4.8 MILES SOUTHEAST
 GC0669'ON THE L. AND N. RAILROAD TO AN OVERPASS.  THE DISK IS CEMENTED
 GC0669'VERTICALLY IN A DRILL HOLE IN THE EAST SIDE OF THE NORTHWEST
 GC0669'PILLAR FOR THE OVERPASS, 9.5 FT. WEST OF THE MOST WESTERLY
 GC0669'RAIL AND ABOUT 4 FT. ABOVE THE GROUND.  NOTE-- THIS MARK IS
 GC0669'0.85 MILE NORTH ALONG THE L. AND N. RAILROAD FROM PEACH ORCHARD
 GC0669'HILL AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0582 ***********************************************************************
 FD0582  DESIGNATION -  E 224
 FD0582  PID         -  FD0582
 FD0582  STATE/COUNTY-  TN/MAURY
 FD0582  USGS QUAD   -  GLENDALE (1981)
 FD0582
 FD0582                         *CURRENT SURVEY CONTROL
 FD0582  ___________________________________________________________________
 FD0582* NAD 83(1986)-  35 37 26.     (N)    086 53 52.     (W)     SCALED    
 FD0582* NAVD 88     -       213.568  (meters)     700.68   (feet)  ADJUSTED  
 FD0582  ___________________________________________________________________
 FD0582  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0582  DYNAMIC HT  -         213.380 (meters)     700.06  (feet)  COMP
 FD0582  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FD0582
 FD0582  VERT ORDER  -  SECOND    CLASS 0
 FD0582
 FD0582.The horizontal coordinates were scaled from a topographic map and have
 FD0582.an estimated accuracy of +/- 6 seconds.
 FD0582
 FD0582.The orthometric height was determined by differential leveling
 FD0582.and adjusted by the National Geodetic Survey in June 1991..
 FD0582
 FD0582.The geoid height was determined by GEOID03.
 FD0582
 FD0582.The dynamic height is computed by dividing the NAVD 88
 FD0582.geopotential number by the normal gravity value computed on the
 FD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0582.degrees latitude (g = 980.6199 gals.).
 FD0582
 FD0582.The modeled gravity was interpolated from observed gravity values.
 FD0582
 FD0582;                    North         East    Units  Estimated Accuracy
 FD0582;SPC TN       -   143,560.      518,680.      MT  (+/- 180 meters Scaled)
 FD0582
 FD0582                          SUPERSEDED SURVEY CONTROL
 FD0582
 FD0582  NGVD 29 (??/??/92)  213.548  (m)          700.62   (f) ADJ UNCH    2 0
 FD0582
 FD0582.Superseded values are not recommended for survey control.
 FD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0582.See file dsdata.txt to determine how the superseded data were derived.
 FD0582
 FD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE092422(NAD 83)
 FD0582_MARKER: DB = BENCH MARK DISK
 FD0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0582_STAMPING: E 224 1960
 FD0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0582+STABILITY: SURFACE MOTION
 FD0582
 FD0582  HISTORY     - Date     Condition        Report By
 FD0582  HISTORY     - 1960     MONUMENTED       CGS
 FD0582  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0582
 FD0582                          STATION DESCRIPTION
 FD0582
 FD0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0582'8 MI N FROM BRYANT.
 FD0582'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0582'FOR 0.7 MILE, THEN 7.3 MILES NORTH ON INTERSTATE HIGHWAY 65 TO THE
 FD0582'INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS 0.1 MILE
 FD0582'EAST OF A TRACK ROAD, ABOUT 265 FT. EAST OF THE CENTER OF INTERSTATE
 FD0582'HIGHWAY, 28 FT. WEST OF THE CENTER OF A TRACK ROAD AND GATE, 22 FT.
 FD0582'NORTH OF THE CENTER OF A GRAVELED ROAD, 16 FT. SOUTH OF A FENCE,
 FD0582'AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0582'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE GRAVEL
 FD0582'ROAD.
 FD0582
 FD0582                          STATION RECOVERY (1972)
 FD0582
 FD0582'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0411 ***********************************************************************
 FD0411  DESIGNATION -  E 225
 FD0411  PID         -  FD0411
 FD0411  STATE/COUNTY-  TN/GILES
 FD0411  USGS QUAD   -  FRANKEWING (1982)
 FD0411
 FD0411                         *CURRENT SURVEY CONTROL
 FD0411  ___________________________________________________________________
 FD0411* NAD 83(1986)-  35 12 10.     (N)    086 52 19.     (W)     SCALED    
 FD0411* NAVD 88     -       226.959  (meters)     744.61   (feet)  ADJUSTED  
 FD0411  ___________________________________________________________________
 FD0411  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0411  DYNAMIC HT  -         226.748 (meters)     743.92  (feet)  COMP
 FD0411  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FD0411
 FD0411  VERT ORDER  -  SECOND    CLASS 0
 FD0411
 FD0411.The horizontal coordinates were scaled from a topographic map and have
 FD0411.an estimated accuracy of +/- 6 seconds.
 FD0411
 FD0411.The orthometric height was determined by differential leveling
 FD0411.and adjusted by the National Geodetic Survey in June 1991..
 FD0411
 FD0411.The geoid height was determined by GEOID03.
 FD0411
 FD0411.The dynamic height is computed by dividing the NAVD 88
 FD0411.geopotential number by the normal gravity value computed on the
 FD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0411.degrees latitude (g = 980.6199 gals.).
 FD0411
 FD0411.The modeled gravity was interpolated from observed gravity values.
 FD0411
 FD0411;                    North         East    Units  Estimated Accuracy
 FD0411;SPC TN       -    96,820.      520,600.      MT  (+/- 180 meters Scaled)
 FD0411
 FD0411                          SUPERSEDED SURVEY CONTROL
 FD0411
 FD0411  NGVD 29 (??/??/92)  226.934  (m)          744.53   (f) ADJ UNCH    2 0
 FD0411
 FD0411.Superseded values are not recommended for survey control.
 FD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0411.See file dsdata.txt to determine how the superseded data were derived.
 FD0411
 FD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED116955(NAD 83)
 FD0411_MARKER: DB = BENCH MARK DISK
 FD0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0411_STAMPING: E 225 1960
 FD0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0411+STABILITY: SURFACE MOTION
 FD0411
 FD0411  HISTORY     - Date     Condition        Report By
 FD0411  HISTORY     - 1960     MONUMENTED       CGS
 FD0411
 FD0411                          STATION DESCRIPTION
 FD0411
 FD0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0411'2.9 MI S FROM BEECH HILL.
 FD0411'FROM THE BEECH SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED ROAD
 FD0411'FOR 2.2 MILES, THEN 0.7 MILE WEST ON A GRAVELED ROAD.  THE BENCH
 FD0411'MARK IS ABOUT 170 FT. EAST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0411'HIGHWAY, 19 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 13 FT.
 FD0411'SOUTHEAST OF A POWER LINE POLE, 6 FT. EAST OF A FENCE, AND
 FD0411'1.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0411'CONCRETE POST THAT PROJECTS 3 INCHES AND IS ABOUT 3 FT. ABOVE
 FD0411'THE LEVEL OF THE ROAD.  NOTE-- TO REACH PETE 1960, GO 0.7 MILE
 FD0411'EAST ON THE GRAVELED ROAD, THEN 0.8 MILE SOUTHEAST ON THE PAVED
 FD0411'ROAD, THEN 0.4 MILE WEST ON A GRAVELED ROAD TO A FORK, FOLLOW
 FD0411'THE WOODS ROAD EAST FOR 0.15 MILE TO THE END OF THE ROAD AND
 FD0411'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0716 ***********************************************************************
 GC0716  DESIGNATION -  E 226
 GC0716  PID         -  GC0716
 GC0716  STATE/COUNTY-  TN/WILSON
 GC0716  USGS QUAD   -  HERMITAGE (1983)
 GC0716
 GC0716                         *CURRENT SURVEY CONTROL
 GC0716  ___________________________________________________________________
 GC0716* NAD 83(1986)-  36 09 59.     (N)    086 31 52.     (W)     SCALED    
 GC0716* NAVD 88     -       179.329  (meters)     588.35   (feet)  ADJUSTED  
 GC0716  ___________________________________________________________________
 GC0716  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0716  DYNAMIC HT  -         179.177 (meters)     587.85  (feet)  COMP
 GC0716  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 GC0716
 GC0716  VERT ORDER  -  SECOND    CLASS 0
 GC0716
 GC0716.The horizontal coordinates were scaled from a topographic map and have
 GC0716.an estimated accuracy of +/- 6 seconds.
 GC0716
 GC0716.The orthometric height was determined by differential leveling
 GC0716.and adjusted by the National Geodetic Survey in June 1991..
 GC0716
 GC0716.The geoid height was determined by GEOID03.
 GC0716
 GC0716.The dynamic height is computed by dividing the NAVD 88
 GC0716.geopotential number by the normal gravity value computed on the
 GC0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0716.degrees latitude (g = 980.6199 gals.).
 GC0716
 GC0716.The modeled gravity was interpolated from observed gravity values.
 GC0716
 GC0716;                    North         East    Units  Estimated Accuracy
 GC0716;SPC TN       -   203,510.      552,220.      MT  (+/- 180 meters Scaled)
 GC0716
 GC0716                          SUPERSEDED SURVEY CONTROL
 GC0716
 GC0716  NGVD 29 (??/??/92)  179.373  (m)          588.49   (f) ADJ UNCH    2 0
 GC0716
 GC0716.Superseded values are not recommended for survey control.
 GC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0716.See file dsdata.txt to determine how the superseded data were derived.
 GC0716
 GC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF421025(NAD 83)
 GC0716_MARKER: DB = BENCH MARK DISK
 GC0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0716_SP_SET: CULVERT
 GC0716_STAMPING: E 226 1960
 GC0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0716
 GC0716  HISTORY     - Date     Condition        Report By
 GC0716  HISTORY     - 1960     MONUMENTED       CGS
 GC0716
 GC0716                          STATION DESCRIPTION
 GC0716
 GC0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0716'4.4 MI S FROM MOUNT JULIET.
 GC0716'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0716'ON PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0716'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILE
 GC0716'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0716'ROAD, THEN 0.4 MILE EAST ON CENTRAL PIKE TO A CONCRETE CULVERT.
 GC0716'THE BENCH MARK IS 52 FT. SOUTHEAST OF THE CENTER OF A T JUNCTION
 GC0716'OF HOLLIS WRIGHT ROAD AND CENTRAL PIKE, ABOUT 290 FT. SOUTHWEST
 GC0716'OF INTERSTATE HIGHWAY 40, AND 13.3 FT. SOUTH OF THE CENTER OF
 GC0716'CENTRAL PIKE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP
 GC0716'OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF THE
 GC0716'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0284 ***********************************************************************
 GC0284  DESIGNATION -  E 227
 GC0284  PID         -  GC0284
 GC0284  STATE/COUNTY-  TN/WILSON
 GC0284  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0284
 GC0284                         *CURRENT SURVEY CONTROL
 GC0284  ___________________________________________________________________
 GC0284* NAD 83(1986)-  36 10 35.     (N)    086 08 22.     (W)     SCALED    
 GC0284* NAVD 88     -       201.237  (meters)     660.23   (feet)  ADJUSTED  
 GC0284  ___________________________________________________________________
 GC0284  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0284  DYNAMIC HT  -         201.068 (meters)     659.67  (feet)  COMP
 GC0284  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0284
 GC0284  VERT ORDER  -  SECOND    CLASS 0
 GC0284
 GC0284.The horizontal coordinates were scaled from a topographic map and have
 GC0284.an estimated accuracy of +/- 6 seconds.
 GC0284
 GC0284.The orthometric height was determined by differential leveling
 GC0284.and adjusted by the National Geodetic Survey in June 1991..
 GC0284
 GC0284.The geoid height was determined by GEOID03.
 GC0284
 GC0284.The dynamic height is computed by dividing the NAVD 88
 GC0284.geopotential number by the normal gravity value computed on the
 GC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0284.degrees latitude (g = 980.6199 gals.).
 GC0284
 GC0284.The modeled gravity was interpolated from observed gravity values.
 GC0284
 GC0284;                    North         East    Units  Estimated Accuracy
 GC0284;SPC TN       -   204,500.      587,460.      MT  (+/- 180 meters Scaled)
 GC0284
 GC0284                          SUPERSEDED SURVEY CONTROL
 GC0284
 GC0284  NGVD 29 (??/??/92)  201.298  (m)          660.43   (f) ADJ UNCH    2 0
 GC0284
 GC0284.Superseded values are not recommended for survey control.
 GC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0284.See file dsdata.txt to determine how the superseded data were derived.
 GC0284
 GC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF773038(NAD 83)
 GC0284_MARKER: DB = BENCH MARK DISK
 GC0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0284_SP_SET: CULVERT
 GC0284_STAMPING: E 227 1960
 GC0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0284
 GC0284  HISTORY     - Date     Condition        Report By
 GC0284  HISTORY     - 1960     MONUMENTED       CGS
 GC0284
 GC0284                          STATION DESCRIPTION
 GC0284
 GC0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0284'8.9 MI E FROM LEBANON.
 GC0284'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0284'MILE, THEN 8.3 MILES EAST ON BLUE BIRD ROAD TO A CONCRETE
 GC0284'CULVERT.  THE BENCH MARK IS 12 FT. SOUTHWEST OF THE CENTER OF
 GC0284'BLUE BIRD ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 GC0284'SOUTHWEST WINGWALL OF A CONCRETE CULVERT AND IS ABOUT LEVEL
 GC0284'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1737 ***********************************************************************
 GB1737  DESIGNATION -  E 228
 GB1737  PID         -  GB1737
 GB1737  STATE/COUNTY-  TN/SMITH
 GB1737  USGS QUAD   -  GORDONSVILLE (1986)
 GB1737
 GB1737                         *CURRENT SURVEY CONTROL
 GB1737  ___________________________________________________________________
 GB1737* NAD 83(1986)-  36 08 47.     (N)    085 55 53.     (W)     SCALED    
 GB1737* NAVD 88     -       151.773  (meters)     497.94   (feet)  ADJUSTED  
 GB1737  ___________________________________________________________________
 GB1737  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1737  DYNAMIC HT  -         151.642 (meters)     497.51  (feet)  COMP
 GB1737  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 GB1737
 GB1737  VERT ORDER  -  SECOND    CLASS 0
 GB1737
 GB1737.The horizontal coordinates were scaled from a topographic map and have
 GB1737.an estimated accuracy of +/- 6 seconds.
 GB1737
 GB1737.The orthometric height was determined by differential leveling
 GB1737.and adjusted by the National Geodetic Survey in June 1991..
 GB1737
 GB1737.The geoid height was determined by GEOID03.
 GB1737
 GB1737.The dynamic height is computed by dividing the NAVD 88
 GB1737.geopotential number by the normal gravity value computed on the
 GB1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1737.degrees latitude (g = 980.6199 gals.).
 GB1737
 GB1737.The modeled gravity was interpolated from observed gravity values.
 GB1737
 GB1737;                    North         East    Units  Estimated Accuracy
 GB1737;SPC TN       -   201,160.      606,180.      MT  (+/- 180 meters Scaled)
 GB1737
 GB1737                          SUPERSEDED SURVEY CONTROL
 GB1737
 GB1737  NGVD 29 (??/??/92)  151.838  (m)          498.16   (f) ADJ UNCH    2 0
 GB1737
 GB1737.Superseded values are not recommended for survey control.
 GB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1737.See file dsdata.txt to determine how the superseded data were derived.
 GB1737
 GB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF961007(NAD 83)
 GB1737_MARKER: DB = BENCH MARK DISK
 GB1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1737_STAMPING: E 228 1960
 GB1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1737+STABILITY: SURFACE MOTION
 GB1737
 GB1737  HISTORY     - Date     Condition        Report By
 GB1737  HISTORY     - 1960     MONUMENTED       CGS
 GB1737
 GB1737                          STATION DESCRIPTION
 GB1737
 GB1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1737'0.5 MI NE FROM HICKMAN.
 GB1737'FROM THE RAILROAD STATION IN HICKMAN, GO 0.5 MILES NORTH EAST ON
 GB1737'THE TENNESSEE CENTRAL RAILROAD TO THE CROSSING OF A TRACK ROAD.
 GB1737'THE BENCH MARK IS 58 FT. NORTH OF THE NORTH RAIL AND THE CENTER
 GB1737'OF THE TRACK ROAD, 46 FT. NORTHWEST OF TELEPHONE POLE AND MILE
 GB1737'POST 59.1, 18 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 9 FT.
 GB1737'WEST OF THE CENTER OF A GATE AND PRIVATE DRIVE, AND 1.8 FT. WEST
 GB1737'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1737'PROJECTING 2 INCHES ABOUT LEVEL WITH THE GRAVEL ROAD, AND ABOUT
 GB1737'7 FT. BELOW THE LEVEL OF THE TRACKS.  NOTE-- THIS BENCH MARK IS
 GB1737'0.9 MILE SOUTHWEST ON THE TENNESSEE CENTRAL RAILROAD FROM B.M. F
 GB1737'228.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0119 ***********************************************************************
 FD0119  DESIGNATION -  E 229
 FD0119  PID         -  FD0119
 FD0119  STATE/COUNTY-  TN/COFFEE
 FD0119  USGS QUAD   -  NOAH (1976)
 FD0119
 FD0119                         *CURRENT SURVEY CONTROL
 FD0119  ___________________________________________________________________
 FD0119* NAD 83(1986)-  35 35 03.     (N)    086 13 40.     (W)     SCALED    
 FD0119* NAVD 88     -       268.987  (meters)     882.50   (feet)  ADJUSTED  
 FD0119  ___________________________________________________________________
 FD0119  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0119  DYNAMIC HT  -         268.737 (meters)     881.68  (feet)  COMP
 FD0119  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FD0119
 FD0119  VERT ORDER  -  SECOND    CLASS 0
 FD0119
 FD0119.The horizontal coordinates were scaled from a topographic map and have
 FD0119.an estimated accuracy of +/- 6 seconds.
 FD0119
 FD0119.The orthometric height was determined by differential leveling
 FD0119.and adjusted by the National Geodetic Survey in June 1991..
 FD0119
 FD0119.The geoid height was determined by GEOID03.
 FD0119
 FD0119.The dynamic height is computed by dividing the NAVD 88
 FD0119.geopotential number by the normal gravity value computed on the
 FD0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0119.degrees latitude (g = 980.6199 gals.).
 FD0119
 FD0119.The modeled gravity was interpolated from observed gravity values.
 FD0119
 FD0119;                    North         East    Units  Estimated Accuracy
 FD0119;SPC TN       -   138,800.      579,360.      MT  (+/- 180 meters Scaled)
 FD0119
 FD0119                          SUPERSEDED SURVEY CONTROL
 FD0119
 FD0119  NGVD 29 (??/??/92)  268.984  (m)          882.49   (f) ADJ UNCH    2 0
 FD0119
 FD0119.Superseded values are not recommended for survey control.
 FD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0119.See file dsdata.txt to determine how the superseded data were derived.
 FD0119
 FD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE699381(NAD 83)
 FD0119_MARKER: DB = BENCH MARK DISK
 FD0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0119_SP_SET: BRIDGE
 FD0119_STAMPING: E 229 1960
 FD0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0119
 FD0119  HISTORY     - Date     Condition        Report By
 FD0119  HISTORY     - 1960     MONUMENTED       CGS
 FD0119
 FD0119                          STATION DESCRIPTION
 FD0119
 FD0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0119'3.4 MI SE FROM BEECH GROVE.
 FD0119'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST
 FD0119'ON U.S. HIGHWAY 41, THEN 1.15 MILES SOUTH ON A GRAVELED ROAD
 FD0119'TO A BRIDGE OVER A SMALL CREEK.  THE BENCH MARK IS 10.3 FT.
 FD0119'WEST OF THE CENTER OF THE BRIDGE.  THE DISK IS CEMENTED IN A DRILL
 FD0119'HOLE IN THE NORTHWEST CONCRETE HEADWALL, AT THE NORTH END OF THE
 FD0119'BRIDGE, AND ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1851 ***********************************************************************
 GB1851  DESIGNATION -  E 230
 GB1851  PID         -  GB1851
 GB1851  STATE/COUNTY-  TN/PUTNAM
 GB1851  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1851
 GB1851                         *CURRENT SURVEY CONTROL
 GB1851  ___________________________________________________________________
 GB1851* NAD 83(1986)-  36 08 13.     (N)    085 30 53.     (W)     SCALED    
 GB1851* NAVD 88     -       334.300  (meters)    1096.78   (feet)  ADJUSTED  
 GB1851  ___________________________________________________________________
 GB1851  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1851  DYNAMIC HT  -         334.002 (meters)    1095.80  (feet)  COMP
 GB1851  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB1851
 GB1851  VERT ORDER  -  SECOND    CLASS 0
 GB1851
 GB1851.The horizontal coordinates were scaled from a topographic map and have
 GB1851.an estimated accuracy of +/- 6 seconds.
 GB1851
 GB1851.The orthometric height was determined by differential leveling
 GB1851.and adjusted by the National Geodetic Survey in June 1991..
 GB1851
 GB1851.The geoid height was determined by GEOID03.
 GB1851
 GB1851.The dynamic height is computed by dividing the NAVD 88
 GB1851.geopotential number by the normal gravity value computed on the
 GB1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1851.degrees latitude (g = 980.6199 gals.).
 GB1851
 GB1851.The modeled gravity was interpolated from observed gravity values.
 GB1851
 GB1851;                    North         East    Units  Estimated Accuracy
 GB1851;SPC TN       -   200,220.      643,680.      MT  (+/- 180 meters Scaled)
 GB1851
 GB1851                          SUPERSEDED SURVEY CONTROL
 GB1851
 GB1851  NGVD 29 (??/??/92)  334.370  (m)         1097.01   (f) ADJ UNCH    2 0
 GB1851
 GB1851.Superseded values are not recommended for survey control.
 GB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1851.See file dsdata.txt to determine how the superseded data were derived.
 GB1851
 GB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336001(NAD 83)
 GB1851_MARKER: DB = BENCH MARK DISK
 GB1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1851_STAMPING: E 230 1960
 GB1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1851+STABILITY: SURFACE MOTION
 GB1851
 GB1851  HISTORY     - Date     Condition        Report By
 GB1851  HISTORY     - 1960     MONUMENTED       CGS
 GB1851
 GB1851                          STATION DESCRIPTION
 GB1851
 GB1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1851'2.6 MI SW FROM COOKEVILLE.
 GB1851'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1851'HIGHWAY 42, THEN 0.75 MILES WEST ON INTERSTATE HIGHWAY 40 TO A
 GB1851'SMALL CUT BETWEEN TWO HILLS.  THE BENCH MARK IS SET IN THE SMALL
 GB1851'CUT, ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40,
 GB1851'1.5 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.2 FT. EAST OF A
 GB1851'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1851'PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1851'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1629 ***********************************************************************
 GB1629  DESIGNATION -  E 231
 GB1629  PID         -  GB1629
 GB1629  STATE/COUNTY-  TN/PUTNAM
 GB1629  USGS QUAD   -  MONTEREY (1981)
 GB1629
 GB1629                         *CURRENT SURVEY CONTROL
 GB1629  ___________________________________________________________________
 GB1629* NAD 83(1986)-  36 08 28.     (N)    085 16 04.     (W)     SCALED    
 GB1629* NAVD 88     -       567.650  (meters)    1862.37   (feet)  ADJUSTED  
 GB1629  ___________________________________________________________________
 GB1629  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB1629  DYNAMIC HT  -         567.123 (meters)    1860.64  (feet)  COMP
 GB1629  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GB1629
 GB1629  VERT ORDER  -  SECOND    CLASS 0
 GB1629
 GB1629.The horizontal coordinates were scaled from a topographic map and have
 GB1629.an estimated accuracy of +/- 6 seconds.
 GB1629
 GB1629.The orthometric height was determined by differential leveling
 GB1629.and adjusted by the National Geodetic Survey in June 1991..
 GB1629
 GB1629.The geoid height was determined by GEOID03.
 GB1629
 GB1629.The dynamic height is computed by dividing the NAVD 88
 GB1629.geopotential number by the normal gravity value computed on the
 GB1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1629.degrees latitude (g = 980.6199 gals.).
 GB1629
 GB1629.The modeled gravity was interpolated from observed gravity values.
 GB1629
 GB1629;                    North         East    Units  Estimated Accuracy
 GB1629;SPC TN       -   200,820.      665,900.      MT  (+/- 180 meters Scaled)
 GB1629
 GB1629                          SUPERSEDED SURVEY CONTROL
 GB1629
 GB1629  NGVD 29 (??/??/92)  567.664  (m)         1862.41   (f) ADJ UNCH    2 0
 GB1629
 GB1629.Superseded values are not recommended for survey control.
 GB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1629.See file dsdata.txt to determine how the superseded data were derived.
 GB1629
 GB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF558009(NAD 83)
 GB1629_MARKER: DB = BENCH MARK DISK
 GB1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1629_SP_SET: CULVERT
 GB1629_STAMPING: E 231 1960
 GB1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1629
 GB1629  HISTORY     - Date     Condition        Report By
 GB1629  HISTORY     - 1960     MONUMENTED       CGS
 GB1629
 GB1629                          STATION DESCRIPTION
 GB1629
 GB1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1629'AT MONTEREY.
 GB1629'FROM THE RAILROAD DEPOT IN MONTEREY, GO 1 BLOCK WEST, THEN
 GB1629'0.25 MILE SOUTHWEST ON A PAVED ROAD, THEN 0.4 MILE SOUTHEAST
 GB1629'ON U.S. HIGHWAY 70N TO THE INTERSECTION OF AGEE ST.  THE BENCH
 GB1629'MARK IS 18 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 70N, 13.5
 GB1629'FT. WEST OF THE CENTER OF AGEE ST., 12 FT. NORTHEAST OF A
 GB1629'LIGHT LINE POLE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1629'TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER
 GB1629'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0805 ***********************************************************************
 FC0805  DESIGNATION -  E 232
 FC0805  PID         -  FC0805
 FC0805  STATE/COUNTY-  TN/CUMBERLAND
 FC0805  USGS QUAD   -  DORTON (1991)
 FC0805
 FC0805                         *CURRENT SURVEY CONTROL
 FC0805  ___________________________________________________________________
 FC0805* NAD 83(1986)-  35 54 59.     (N)    084 54 08.     (W)     SCALED    
 FC0805* NAVD 88     -       541.116  (meters)    1775.31   (feet)  ADJUSTED  
 FC0805  ___________________________________________________________________
 FC0805  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC0805  DYNAMIC HT  -         540.616 (meters)    1773.67  (feet)  COMP
 FC0805  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FC0805
 FC0805  VERT ORDER  -  SECOND    CLASS 0
 FC0805
 FC0805.The horizontal coordinates were scaled from a topographic map and have
 FC0805.an estimated accuracy of +/- 6 seconds.
 FC0805
 FC0805.The orthometric height was determined by differential leveling
 FC0805.and adjusted by the National Geodetic Survey in June 1991..
 FC0805
 FC0805.The geoid height was determined by GEOID03.
 FC0805
 FC0805.The dynamic height is computed by dividing the NAVD 88
 FC0805.geopotential number by the normal gravity value computed on the
 FC0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0805.degrees latitude (g = 980.6199 gals.).
 FC0805
 FC0805.The modeled gravity was interpolated from observed gravity values.
 FC0805
 FC0805;                    North         East    Units  Estimated Accuracy
 FC0805;SPC TN       -   176,190.      699,080.      MT  (+/- 180 meters Scaled)
 FC0805
 FC0805                          SUPERSEDED SURVEY CONTROL
 FC0805
 FC0805  NGVD 29 (??/??/92)  541.204  (m)         1775.60   (f) ADJ UNCH    2 0
 FC0805
 FC0805.Superseded values are not recommended for survey control.
 FC0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0805.See file dsdata.txt to determine how the superseded data were derived.
 FC0805
 FC0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE892767(NAD 83)
 FC0805_MARKER: DB = BENCH MARK DISK
 FC0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0805_STAMPING: E 232 1960
 FC0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0805+STABILITY: SURFACE MOTION
 FC0805
 FC0805  HISTORY     - Date     Condition        Report By
 FC0805  HISTORY     - 1960     MONUMENTED       CGS
 FC0805
 FC0805                          STATION DESCRIPTION
 FC0805
 FC0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0805'1.5 MI NW FROM CRAB ORCHARD.
 FC0805'FROM THE POST OFFICE IN CRAB ORCHARD, GO 1.5 MILE NORTHWEST
 FC0805'ON A PAVED ROAD TO A BARN ON THE NORTH SIDE OF THE ROAD AND A
 FC0805'PRIVATE DRIVE LEADING SOUTH.  THE BENCH MARK IS 39 FT. NORTH OF A
 FC0805'10-INCH WALNUT TREE, 17 FT. NORTHEAST OF THE CENTER OF THE PAVED
 FC0805'ROAD, 13 FT. NORTHWEST OF THE CENTER OF A GATE LEADING TO A BARN,
 FC0805'AND 4.2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0805'OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE
 FC0805'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0181 ***********************************************************************
 FC0181  DESIGNATION -  E 233
 FC0181  PID         -  FC0181
 FC0181  STATE/COUNTY-  TN/ROANE
 FC0181  USGS QUAD   -  HARRIMAN (1980)
 FC0181
 FC0181                         *CURRENT SURVEY CONTROL
 FC0181  ___________________________________________________________________
 FC0181* NAD 83(1986)-  35 52 30.     (N)    084 30 01.     (W)     SCALED    
 FC0181* NAVD 88     -       287.143  (meters)     942.07   (feet)  ADJUSTED  
 FC0181  ___________________________________________________________________
 FC0181  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0181  DYNAMIC HT  -         286.878 (meters)     941.20  (feet)  COMP
 FC0181  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FC0181
 FC0181  VERT ORDER  -  SECOND    CLASS 0
 FC0181
 FC0181.The horizontal coordinates were scaled from a topographic map and have
 FC0181.an estimated accuracy of +/- 6 seconds.
 FC0181
 FC0181.The orthometric height was determined by differential leveling
 FC0181.and adjusted by the National Geodetic Survey in June 1991..
 FC0181
 FC0181.The geoid height was determined by GEOID03.
 FC0181
 FC0181.The dynamic height is computed by dividing the NAVD 88
 FC0181.geopotential number by the normal gravity value computed on the
 FC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0181.degrees latitude (g = 980.6199 gals.).
 FC0181
 FC0181.The modeled gravity was interpolated from observed gravity values.
 FC0181
 FC0181;                    North         East    Units  Estimated Accuracy
 FC0181;SPC TN       -   172,080.      735,420.      MT  (+/- 180 meters Scaled)
 FC0181
 FC0181                          SUPERSEDED SURVEY CONTROL
 FC0181
 FC0181  NGVD 29 (??/??/92)  287.254  (m)          942.43   (f) ADJ UNCH    2 0
 FC0181
 FC0181.Superseded values are not recommended for survey control.
 FC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0181.See file dsdata.txt to determine how the superseded data were derived.
 FC0181
 FC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE256729(NAD 83)
 FC0181_MARKER: DB = BENCH MARK DISK
 FC0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0181_SP_SET: CULVERT
 FC0181_STAMPING: E 233 1960
 FC0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0181
 FC0181  HISTORY     - Date     Condition        Report By
 FC0181  HISTORY     - 1960     MONUMENTED       CGS
 FC0181
 FC0181                          STATION DESCRIPTION
 FC0181
 FC0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0181'1.4 MI SE FROM KINGSTON.
 FC0181'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0181'ST. FOR 0.8 MILE, THEN 0.6 MILE SOUTHEAST ON INTERSTATE HIGHWAY
 FC0181'40 TO A CULVERT JUST BEFORE REACHING THE CREST OF A LARGE HILL.
 FC0181'THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0181'SOUTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE
 FC0181'CULVERT UNDER THE HIGHWAY, 35 FT. SOUTHWEST OF THE CENTER OF THE
 FC0181'SOUTHEAST BOUND TRAFFIC LANES, AND ABOUT 2 FT. BELOW THE LEVEL
 FC0181'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0224 ***********************************************************************
 FC0224  DESIGNATION -  E 234
 FC0224  PID         -  FC0224
 FC0224  STATE/COUNTY-  TN/KNOX
 FC0224  USGS QUAD   -  LOVELL (1990)
 FC0224
 FC0224                         *CURRENT SURVEY CONTROL
 FC0224  ___________________________________________________________________
 FC0224* NAD 83(1986)-  35 53 34.     (N)    084 11 56.     (W)     SCALED    
 FC0224* NAVD 88     -       320.924  (meters)    1052.90   (feet)  ADJUSTED  
 FC0224  ___________________________________________________________________
 FC0224  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0224  DYNAMIC HT  -         320.622 (meters)    1051.91  (feet)  COMP
 FC0224  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FC0224
 FC0224  VERT ORDER  -  SECOND    CLASS 0
 FC0224
 FC0224.The horizontal coordinates were scaled from a topographic map and have
 FC0224.an estimated accuracy of +/- 6 seconds.
 FC0224
 FC0224.The orthometric height was determined by differential leveling
 FC0224.and adjusted by the National Geodetic Survey in June 1991..
 FC0224
 FC0224.The geoid height was determined by GEOID03.
 FC0224
 FC0224.The dynamic height is computed by dividing the NAVD 88
 FC0224.geopotential number by the normal gravity value computed on the
 FC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0224.degrees latitude (g = 980.6199 gals.).
 FC0224
 FC0224.The modeled gravity was interpolated from observed gravity values.
 FC0224
 FC0224;                    North         East    Units  Estimated Accuracy
 FC0224;SPC TN       -   174,520.      762,600.      MT  (+/- 180 meters Scaled)
 FC0224
 FC0224                          SUPERSEDED SURVEY CONTROL
 FC0224
 FC0224  NGVD 29 (??/??/92)  321.041  (m)         1053.28   (f) ADJ UNCH    2 0
 FC0224
 FC0224.Superseded values are not recommended for survey control.
 FC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0224.See file dsdata.txt to determine how the superseded data were derived.
 FC0224
 FC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE528756(NAD 83)
 FC0224_MARKER: DB = BENCH MARK DISK
 FC0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0224_SP_SET: CULVERT
 FC0224_STAMPING: E 234 1960
 FC0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0224
 FC0224  HISTORY     - Date     Condition        Report By
 FC0224  HISTORY     - 1960     MONUMENTED       CGS
 FC0224  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0224
 FC0224                          STATION DESCRIPTION
 FC0224
 FC0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0224'6.6 MI NE FROM EATON CROSSROADS.
 FC0224'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0224'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0224'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 3.15
 FC0224'MILES EAST ON INTERSTATE HIGHWAY 40 TO A CULVERT UNDER THE
 FC0224'HIGHWAY.  THE BENCH MARK IS ABOUT 120 FT. NORTH AND ACROSS THE ROAD
 FC0224'FROM A LOG CABIN, 46 FT. NORTH OF THE CENTER OF THE WEST BOUND
 FC0224'TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 FC0224'THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE CONCRETE CULVERT
 FC0224'AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
 FC0224
 FC0224                          STATION RECOVERY (1968)
 FC0224
 FC0224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2447 ***********************************************************************
 GA2447  DESIGNATION -  E 235
 GA2447  PID         -  GA2447
 GA2447  STATE/COUNTY-  TN/KNOX
 GA2447  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2447
 GA2447                         *CURRENT SURVEY CONTROL
 GA2447  ___________________________________________________________________
 GA2447* NAD 83(1986)-  36 00 29.     (N)    083 58 01.     (W)     SCALED    
 GA2447* NAVD 88     -       310.504  (meters)    1018.71   (feet)  ADJUSTED  
 GA2447  ___________________________________________________________________
 GA2447  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2447  DYNAMIC HT  -         310.214 (meters)    1017.76  (feet)  COMP
 GA2447  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA2447
 GA2447  VERT ORDER  -  FIRST     CLASS I
 GA2447
 GA2447.The horizontal coordinates were scaled from a topographic map and have
 GA2447.an estimated accuracy of +/- 6 seconds.
 GA2447
 GA2447.The orthometric height was determined by differential leveling
 GA2447.and adjusted by the National Geodetic Survey in June 1991..
 GA2447
 GA2447.The geoid height was determined by GEOID03.
 GA2447
 GA2447.The dynamic height is computed by dividing the NAVD 88
 GA2447.geopotential number by the normal gravity value computed on the
 GA2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2447.degrees latitude (g = 980.6199 gals.).
 GA2447
 GA2447.The modeled gravity was interpolated from observed gravity values.
 GA2447
 GA2447;                    North         East    Units  Estimated Accuracy
 GA2447;SPC TN       -   187,710.      783,270.      MT  (+/- 180 meters Scaled)
 GA2447
 GA2447                          SUPERSEDED SURVEY CONTROL
 GA2447
 GA2447  NGVD 29 (??/??/92)  310.623  (m)         1019.10   (f) ADJ UNCH    1 1
 GA2447
 GA2447.Superseded values are not recommended for survey control.
 GA2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2447.See file dsdata.txt to determine how the superseded data were derived.
 GA2447
 GA2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325889(NAD 83)
 GA2447_MARKER: DB = BENCH MARK DISK
 GA2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2447_STAMPING: E 235 1961
 GA2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2447+STABILITY: SURFACE MOTION
 GA2447
 GA2447  HISTORY     - Date     Condition        Report By
 GA2447  HISTORY     - 1961     MONUMENTED       CGS
 GA2447  HISTORY     - 1967     GOOD             NGS
 GA2447  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA2447
 GA2447                          STATION DESCRIPTION
 GA2447
 GA2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2447'AT INSKIP.
 GA2447'THIS MARK IS LOCATED AT THE JUNCTION OF INSKIP ROAD AND CENTRAL
 GA2447'AVENUE PIKE IN INSKIP, ABOUT 400 FT. NORTHEAST OF THE CENTER
 GA2447'OF INTERSTATE 75, 15.5 FT. SOUTHWEST OF A LONE ASH TREE, 15
 GA2447'FT. NORTHWEST OF THE CENTER OF INSKIP ROAD, 2.8 FT. NORTHWEST
 GA2447'OF A POWER LINE POLE WITH GUY WIRE, 1.7 FT. NORTHEAST OF A
 GA2447'WITNESS SIGN, AND JUST ACROSS INSKIP ROAD FROM THE FARRAGUT
 GA2447'REXAL DRUG STORE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2447'PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE ROAD.
 GA2447
 GA2447                          STATION RECOVERY (1967)
 GA2447
 GA2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2447'RECOVERED IN GOOD CONDITION.
 GA2447
 GA2447                          STATION RECOVERY (1981)
 GA2447
 GA2447'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2448 ***********************************************************************
 GA2448  DESIGNATION -  E 235 A
 GA2448  PID         -  GA2448
 GA2448  STATE/COUNTY-  TN/KNOX
 GA2448  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2448
 GA2448                         *CURRENT SURVEY CONTROL
 GA2448  ___________________________________________________________________
 GA2448* NAD 83(1986)-  36 00 29.     (N)    083 58 01.     (W)     SCALED    
 GA2448* NAVD 88     -       311.998  (meters)    1023.61   (feet)  ADJUSTED  
 GA2448  ___________________________________________________________________
 GA2448  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2448  DYNAMIC HT  -         311.706 (meters)    1022.66  (feet)  COMP
 GA2448  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA2448
 GA2448  VERT ORDER  -  FIRST     CLASS I
 GA2448
 GA2448.The horizontal coordinates were scaled from a topographic map and have
 GA2448.an estimated accuracy of +/- 6 seconds.
 GA2448
 GA2448.The orthometric height was determined by differential leveling
 GA2448.and adjusted by the National Geodetic Survey in June 1991..
 GA2448
 GA2448.The geoid height was determined by GEOID03.
 GA2448
 GA2448.The dynamic height is computed by dividing the NAVD 88
 GA2448.geopotential number by the normal gravity value computed on the
 GA2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2448.degrees latitude (g = 980.6199 gals.).
 GA2448
 GA2448.The modeled gravity was interpolated from observed gravity values.
 GA2448
 GA2448;                    North         East    Units  Estimated Accuracy
 GA2448;SPC TN       -   187,710.      783,270.      MT  (+/- 180 meters Scaled)
 GA2448
 GA2448                          SUPERSEDED SURVEY CONTROL
 GA2448
 GA2448  NGVD 29 (??/??/92)  312.117  (m)         1024.00   (f) ADJ UNCH    1 1
 GA2448
 GA2448.Superseded values are not recommended for survey control.
 GA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2448.See file dsdata.txt to determine how the superseded data were derived.
 GA2448
 GA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325889(NAD 83)
 GA2448_MARKER: DD = SURVEY DISK
 GA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2448_STAMPING: E 235 A 1967
 GA2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2448+STABILITY: SURFACE MOTION
 GA2448
 GA2448  HISTORY     - Date     Condition        Report By
 GA2448  HISTORY     - 1967     MONUMENTED       TNGS
 GA2448  HISTORY     - 1967     GOOD             NGS
 GA2448  HISTORY     - 1981     GOOD             LOCENG
 GA2448
 GA2448                          STATION DESCRIPTION
 GA2448
 GA2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2448'4.3 MI NW FROM KNOXVILLE.
 GA2448'ABOUT 4.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2448'STATION AT KNOXVILLE, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG
 GA2448'INSKIP ROAD, 154 FEET NORTHWEST OF THE INTERSECTION OF CENTRAL
 GA2448'AVENUE PIKE, AT THE SOUTH CORNER OF A LAWN OF A ONE STORY
 GA2448'BRICK HOUSE, 65 FEET WEST OF THE WEST CORNER OF A IGA SUPER
 GA2448'MARKET, 25 FEET NORTHEAST OF THE CENTER LINE OF CENTRAL AVENUE
 GA2448'PIKE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 GA2448'ABOVE THE LEVEL OF CENTRAL AVENUE PIKE AND SET IN THE TOP OF
 GA2448'A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 GA2448
 GA2448                          STATION RECOVERY (1981)
 GA2448
 GA2448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0713 ***********************************************************************
 GB0713  DESIGNATION -  E 236
 GB0713  PID         -  GB0713
 GB0713  STATE/COUNTY-  TN/CAMPBELL
 GB0713  USGS QUAD   -  LAKE CITY (1973)
 GB0713
 GB0713                         *CURRENT SURVEY CONTROL
 GB0713  ___________________________________________________________________
 GB0713* NAD 83(1986)-  36 14 51.     (N)    084 10 47.     (W)     SCALED    
 GB0713* NAVD 88     -       280.899  (meters)     921.58   (feet)  ADJUSTED  
 GB0713  ___________________________________________________________________
 GB0713  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0713  DYNAMIC HT  -         280.648 (meters)     920.76  (feet)  COMP
 GB0713  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB0713
 GB0713  VERT ORDER  -  SECOND    CLASS 0
 GB0713
 GB0713.The horizontal coordinates were scaled from a topographic map and have
 GB0713.an estimated accuracy of +/- 6 seconds.
 GB0713
 GB0713.The orthometric height was determined by differential leveling
 GB0713.and adjusted by the National Geodetic Survey in June 1991..
 GB0713
 GB0713.The geoid height was determined by GEOID03.
 GB0713
 GB0713.The dynamic height is computed by dividing the NAVD 88
 GB0713.geopotential number by the normal gravity value computed on the
 GB0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0713.degrees latitude (g = 980.6199 gals.).
 GB0713
 GB0713.The modeled gravity was interpolated from observed gravity values.
 GB0713
 GB0713;                    North         East    Units  Estimated Accuracy
 GB0713;SPC TN       -   213,900.      763,600.      MT  (+/- 180 meters Scaled)
 GB0713
 GB0713                          SUPERSEDED SURVEY CONTROL
 GB0713
 GB0713  NGVD 29 (??/??/92)  281.012  (m)          921.95   (f) ADJ UNCH    2 0
 GB0713
 GB0713.Superseded values are not recommended for survey control.
 GB0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0713.See file dsdata.txt to determine how the superseded data were derived.
 GB0713
 GB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF534150(NAD 83)
 GB0713_MARKER: DB = BENCH MARK DISK
 GB0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0713_SP_SET: CULVERT
 GB0713_STAMPING: E 236 1961
 GB0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0713
 GB0713  HISTORY     - Date     Condition        Report By
 GB0713  HISTORY     - 1961     MONUMENTED       CGS
 GB0713  HISTORY     - 1973     GOOD             TVA
 GB0713
 GB0713                          STATION DESCRIPTION
 GB0713
 GB0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0713'2.5 MI N FROM LAKE CITY.
 GB0713'FROM THE POST OFFICE IN LAKE CITY, GO 2.5 MILES NORTH ON U.S. HIGHWAY
 GB0713'25W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS
 GB0713'ABOUT 100 YARDS NORTHWEST OF A KAYO SERVICE STATION, AND 56.7
 GB0713'FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK IS
 GB0713'CEMENTED IN A DRILL HOLE IN TOP OF THE CENTER OF THE EAST CONCRETE
 GB0713'HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY AND IS ABOUT
 GB0713'8 FT. BELOW THE LEVEL OF THE ROAD.
 GB0713
 GB0713                          STATION RECOVERY (1973)
 GB0713
 GB0713'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2133 ***********************************************************************
 FB2133  DESIGNATION -  E 237
 FB2133  PID         -  FB2133
 FB2133  STATE/COUNTY-  TN/SEVIER
 FB2133  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2133
 FB2133                         *CURRENT SURVEY CONTROL
 FB2133  ___________________________________________________________________
 FB2133* NAD 83(1986)-  35 58 38.     (N)    083 37 20.     (W)     SCALED    
 FB2133* NAVD 88     -       287.496  (meters)     943.23   (feet)  ADJUSTED  
 FB2133  ___________________________________________________________________
 FB2133  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2133  DYNAMIC HT  -         287.229 (meters)     942.35  (feet)  COMP
 FB2133  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB2133
 FB2133  VERT ORDER  -  SECOND    CLASS 0
 FB2133
 FB2133.The horizontal coordinates were scaled from a topographic map and have
 FB2133.an estimated accuracy of +/- 6 seconds.
 FB2133
 FB2133.The orthometric height was determined by differential leveling
 FB2133.and adjusted by the National Geodetic Survey in June 1991..
 FB2133
 FB2133.The geoid height was determined by GEOID03.
 FB2133
 FB2133.The dynamic height is computed by dividing the NAVD 88
 FB2133.geopotential number by the normal gravity value computed on the
 FB2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2133.degrees latitude (g = 980.6199 gals.).
 FB2133
 FB2133.The modeled gravity was interpolated from observed gravity values.
 FB2133
 FB2133;                    North         East    Units  Estimated Accuracy
 FB2133;SPC TN       -   184,990.      814,420.      MT  (+/- 180 meters Scaled)
 FB2133
 FB2133                          SUPERSEDED SURVEY CONTROL
 FB2133
 FB2133  NGVD 29 (??/??/92)  287.654  (m)          943.74   (f) ADJ UNCH    2 0
 FB2133
 FB2133.Superseded values are not recommended for survey control.
 FB2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2133.See file dsdata.txt to determine how the superseded data were derived.
 FB2133
 FB2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV635846(NAD 83)
 FB2133_MARKER: DB = BENCH MARK DISK
 FB2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2133_STAMPING: E 237 1961
 FB2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2133+STABILITY: SURFACE MOTION
 FB2133
 FB2133  HISTORY     - Date     Condition        Report By
 FB2133  HISTORY     - 1961     MONUMENTED       CGS
 FB2133  HISTORY     - 1972     GOOD             TVA
 FB2133
 FB2133                          STATION DESCRIPTION
 FB2133
 FB2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2133'0.3 MI E FROM KODAK.
 FB2133'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2133'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2133'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2133'OF KNOXVILLE), GO 0.3 MILE EAST ON THE PAVED ROAD.  THE BENCH
 FB2133'MARK IS 92 FT. EAST OF THE SOUTHEAST CORNER OF A BARN, 25 FT.
 FB2133'NORTH OF THE CENTER OF THE PAVED ROAD, 12 FT. SOUTHWEST OF A
 FB2133'LONE 24 INCH OAK TREE, 2 FT. WEST OF A POWER LINE POLE, AND
 FB2133'1.3 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FB2133'A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 2 FT. ABOVE
 FB2133'THE LEVEL OF THE ROAD.
 FB2133
 FB2133                          STATION RECOVERY (1972)
 FB2133
 FB2133'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0277 ***********************************************************************
 FC0277  DESIGNATION -  E 238
 FC0277  PID         -  FC0277
 FC0277  STATE/COUNTY-  TN/LOUDON
 FC0277  USGS QUAD   -  LOUDON (1984)
 FC0277
 FC0277                         *CURRENT SURVEY CONTROL
 FC0277  ___________________________________________________________________
 FC0277* NAD 83(1986)-  35 44 19.     (N)    084 21 23.     (W)     SCALED    
 FC0277* NAVD 88     -       265.404  (meters)     870.75   (feet)  ADJUSTED  
 FC0277  ___________________________________________________________________
 FC0277  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0277  DYNAMIC HT  -         265.150 (meters)     869.91  (feet)  COMP
 FC0277  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 FC0277
 FC0277  VERT ORDER  -  SECOND    CLASS 0
 FC0277
 FC0277.The horizontal coordinates were scaled from a topographic map and have
 FC0277.an estimated accuracy of +/- 6 seconds.
 FC0277
 FC0277.The orthometric height was determined by differential leveling
 FC0277.and adjusted by the National Geodetic Survey in June 1991..
 FC0277
 FC0277.The geoid height was determined by GEOID03.
 FC0277
 FC0277.The dynamic height is computed by dividing the NAVD 88
 FC0277.geopotential number by the normal gravity value computed on the
 FC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0277.degrees latitude (g = 980.6199 gals.).
 FC0277
 FC0277.The modeled gravity was interpolated from observed gravity values.
 FC0277
 FC0277;                    North         East    Units  Estimated Accuracy
 FC0277;SPC TN       -   157,160.      748,670.      MT  (+/- 180 meters Scaled)
 FC0277
 FC0277                          SUPERSEDED SURVEY CONTROL
 FC0277
 FC0277  NGVD 29 (??/??/92)  265.504  (m)          871.07   (f) ADJ UNCH    2 0
 FC0277
 FC0277.Superseded values are not recommended for survey control.
 FC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0277.See file dsdata.txt to determine how the superseded data were derived.
 FC0277
 FC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE390581(NAD 83)
 FC0277_MARKER: DB = BENCH MARK DISK
 FC0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0277_STAMPING: E 238 1961
 FC0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0277+STABILITY: SURFACE MOTION
 FC0277
 FC0277  HISTORY     - Date     Condition        Report By
 FC0277  HISTORY     - 1961     MONUMENTED       CGS
 FC0277
 FC0277                          STATION DESCRIPTION
 FC0277
 FC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0277'1.4 MI W FROM LOUDON.
 FC0277'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILE WEST
 FC0277'ON THE SOUTHERN RAILROAD TO AN OVERPASS, THEN GO 0.9 MILE
 FC0277'NORTHWEST ON STATE HIGHWAY 72 TO A BRICK HOUSE ON THE LEFT.  THE
 FC0277'BENCH MARK IS ABOUT 0.1 MILE EAST OF A SHARP CURVE, 97 FT.
 FC0277'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 25 FT. SOUTH OF
 FC0277'THE CENTER OF STATE HIGHWAY 72, 12 FT. WEST OF THE CENTER OF A
 FC0277'PRIVATE DRIVE, 3 FT. SOUTHEAST OF A POWER LINE POLE WITH
 FC0277'TRANSFORMER, AND 3.3 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 FC0277'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS
 FC0277'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2048 ***********************************************************************
 GA2048  DESIGNATION -  E 239
 GA2048  PID         -  GA2048
 GA2048  STATE/COUNTY-  TN/JEFFERSON
 GA2048  USGS QUAD   -  WHITE PINE (1961)
 GA2048
 GA2048                         *CURRENT SURVEY CONTROL
 GA2048  ___________________________________________________________________
 GA2048* NAD 83(1986)-  36 05 29.     (N)    083 21 20.     (W)     SCALED    
 GA2048* NAVD 88     -       376.860  (meters)    1236.41   (feet)  ADJUSTED  
 GA2048  ___________________________________________________________________
 GA2048  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA2048  DYNAMIC HT  -         376.509 (meters)    1235.26  (feet)  COMP
 GA2048  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA2048
 GA2048  VERT ORDER  -  SECOND    CLASS 0
 GA2048
 GA2048.The horizontal coordinates were scaled from a topographic map and have
 GA2048.an estimated accuracy of +/- 6 seconds.
 GA2048
 GA2048.The orthometric height was determined by differential leveling
 GA2048.and adjusted by the National Geodetic Survey in June 1991..
 GA2048
 GA2048.The geoid height was determined by GEOID03.
 GA2048
 GA2048.The dynamic height is computed by dividing the NAVD 88
 GA2048.geopotential number by the normal gravity value computed on the
 GA2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2048.degrees latitude (g = 980.6199 gals.).
 GA2048
 GA2048.The modeled gravity was interpolated from observed gravity values.
 GA2048
 GA2048;                    North         East    Units  Estimated Accuracy
 GA2048;SPC TN       -   198,270.      838,120.      MT  (+/- 180 meters Scaled)
 GA2048
 GA2048                          SUPERSEDED SURVEY CONTROL
 GA2048
 GA2048  NGVD 29 (??/??/92)  377.012  (m)         1236.91   (f) ADJ UNCH    2 0
 GA2048
 GA2048.Superseded values are not recommended for survey control.
 GA2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2048.See file dsdata.txt to determine how the superseded data were derived.
 GA2048
 GA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV879966(NAD 83)
 GA2048_MARKER: DB = BENCH MARK DISK
 GA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2048_STAMPING: E 239 1961
 GA2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2048+STABILITY: SURFACE MOTION
 GA2048
 GA2048  HISTORY     - Date     Condition        Report By
 GA2048  HISTORY     - 1961     MONUMENTED       CGS
 GA2048
 GA2048                          STATION DESCRIPTION
 GA2048
 GA2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2048'8.1 MI NE FROM DANDRIDGE.
 GA2048'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2048'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2048'3.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2048'INTERSTATE 81, CONTINUE NORTHEAST ON INTERSTATE 81 FOR 2.4 MILES.
 GA2048'THE BENCH MARK IS NORTHWEST OF INTERSTATE 81, 76 FT. SOUTH OF
 GA2048'A 14-INCH LONE CEDAR TREE, 72 FT. NORTH OF THE NORTH GATE POST FOR
 GA2048'A ROAD LEADING TO A FIELD, 10 FT. EAST OF THE CENTER OF A DIM
 GA2048'TRACK ROAD, 0.6 FT. EAST OF A FENCE, AND 1.5 FT. SOUTH OF A
 GA2048'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2048'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0167 ***********************************************************************
 GD0167  DESIGNATION -  E 24
 GD0167  PID         -  GD0167
 GD0167  STATE/COUNTY-  TN/HENRY
 GD0167  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0167
 GD0167                         *CURRENT SURVEY CONTROL
 GD0167  ___________________________________________________________________
 GD0167* NAD 83(1986)-  36 17 14.     (N)    088 08 51.     (W)     SCALED    
 GD0167* NAVD 88     -       110.684  (meters)     363.14   (feet)  ADJUSTED  
 GD0167  ___________________________________________________________________
 GD0167  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0167  DYNAMIC HT  -         110.594 (meters)     362.84  (feet)  COMP
 GD0167  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GD0167
 GD0167  VERT ORDER  -  SECOND    CLASS 0
 GD0167
 GD0167.The horizontal coordinates were scaled from a topographic map and have
 GD0167.an estimated accuracy of +/- 6 seconds.
 GD0167
 GD0167.The orthometric height was determined by differential leveling
 GD0167.and adjusted by the National Geodetic Survey in June 1991..
 GD0167
 GD0167.The geoid height was determined by GEOID03.
 GD0167
 GD0167.The dynamic height is computed by dividing the NAVD 88
 GD0167.geopotential number by the normal gravity value computed on the
 GD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0167.degrees latitude (g = 980.6199 gals.).
 GD0167
 GD0167.The modeled gravity was interpolated from observed gravity values.
 GD0167
 GD0167;                    North         East    Units  Estimated Accuracy
 GD0167;SPC TN       -   218,900.      407,100.      MT  (+/- 180 meters Scaled)
 GD0167
 GD0167                          SUPERSEDED SURVEY CONTROL
 GD0167
 GD0167  NGVD 29 (??/??/??)  110.730  (m)          363.29   (f) ADJUSTED    2 0
 GD0167
 GD0167.Superseded values are not recommended for survey control.
 GD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0167.See file dsdata.txt to determine how the superseded data were derived.
 GD0167
 GD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF969164(NAD 83)
 GD0167_MARKER: DB = BENCH MARK DISK
 GD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0167_STAMPING: 363.533 E 24 1934
 GD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0167+STABILITY: SURFACE MOTION
 GD0167
 GD0167  HISTORY     - Date     Condition        Report By
 GD0167  HISTORY     - 1934     MONUMENTED       CGS
 GD0167  HISTORY     - 1952     GOOD             CGS
 GD0167  HISTORY     - 1971     GOOD             NGS
 GD0167
 GD0167                          STATION DESCRIPTION
 GD0167
 GD0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0167'AT SPRINGVILLE.
 GD0167'AT SPRINGVILLE, HENRY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GD0167'RAILROAD, EAST OF THE STATION, AT A ROAD CROSSING, 36 YARDS
 GD0167'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 12 YARDS NORTHEAST
 GD0167'OF THE CENTERLINE OF THE MAIN TRACK.  0.1 MILES WEST OF STORE
 GD0167'BUILDING, ON MOUND OF DIRT IN YOUNG PINE TREES, 35 FEET NORTHEAST
 GD0167'OF OLD RAILROAD, THE MOUND OF DIRT IS ABOUT 10 FEET HIGHER
 GD0167'THAN BOTTOM OF BORROW PIT AREA.  1 FOOT NORTH OF STEEL POST WITH
 GD0167'CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED 363.533 E 24
 GD0167'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0167
 GD0167                          STATION RECOVERY (1971)
 GD0167
 GD0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1387 ***********************************************************************
 FB1387  DESIGNATION -  E 241
 FB1387  PID         -  FB1387
 FB1387  STATE/COUNTY-  TN/COCKE
 FB1387  USGS QUAD   -  NEWPORT (1992)
 FB1387
 FB1387                         *CURRENT SURVEY CONTROL
 FB1387  ___________________________________________________________________
 FB1387* NAD 83(1986)-  35 58 07.     (N)    083 14 17.     (W)     SCALED    
 FB1387* NAVD 88     -       351.533  (meters)    1153.32   (feet)  ADJUSTED  
 FB1387  ___________________________________________________________________
 FB1387  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1387  DYNAMIC HT  -         351.202 (meters)    1152.24  (feet)  COMP
 FB1387  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 FB1387
 FB1387  VERT ORDER  -  SECOND    CLASS 0
 FB1387
 FB1387.The horizontal coordinates were scaled from a topographic map and have
 FB1387.an estimated accuracy of +/- 6 seconds.
 FB1387
 FB1387.The orthometric height was determined by differential leveling
 FB1387.and adjusted by the National Geodetic Survey in June 1991..
 FB1387
 FB1387.The geoid height was determined by GEOID03.
 FB1387
 FB1387.The dynamic height is computed by dividing the NAVD 88
 FB1387.geopotential number by the normal gravity value computed on the
 FB1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1387.degrees latitude (g = 980.6199 gals.).
 FB1387
 FB1387.The modeled gravity was interpolated from observed gravity values.
 FB1387
 FB1387;                    North         East    Units  Estimated Accuracy
 FB1387;SPC TN       -   184,950.      849,080.      MT  (+/- 180 meters Scaled)
 FB1387
 FB1387                          SUPERSEDED SURVEY CONTROL
 FB1387
 FB1387  NGVD 29 (??/??/92)  351.697  (m)         1153.86   (f) ADJ UNCH    2 0
 FB1387
 FB1387.Superseded values are not recommended for survey control.
 FB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1387.See file dsdata.txt to determine how the superseded data were derived.
 FB1387
 FB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV981827(NAD 83)
 FB1387_MARKER: DB = BENCH MARK DISK
 FB1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1387_STAMPING: E 241 1961
 FB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1387+STABILITY: SURFACE MOTION
 FB1387
 FB1387  HISTORY     - Date     Condition        Report By
 FB1387  HISTORY     - 1961     MONUMENTED       CGS
 FB1387
 FB1387                          STATION DESCRIPTION
 FB1387
 FB1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1387'3.8 MI W FROM NEWPORT.
 FB1387'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 FB1387'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 1.0
 FB1387'MILE EAST ON U.S. HIGHWAY 70 TO A SINCLAIR SERVICE STATION ON
 FB1387'THE RIGHT AND A T JUNCTION, THEN GO 0.3 MILE SOUTH ON A PAVED ROAD
 FB1387'TO A PRIVATE DRIVE.  THE BENCH MARK IS 26 FT. SOUTHWEST OF THE
 FB1387'CENTER OF THE PAVED ROAD, 25 FT. SOUTHEAST OF THE CENTER OF THE
 FB1387'PRIVATE DRIVE LEADING TO A STONE HOUSE, 1.1 FT. NORTHEAST OF
 FB1387'A FENCE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS
 FB1387'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT
 FB1387'LEVEL WITH THE ROAD.  NOTE-- TO REACH BENCH MARK V 238 FROM HERE,
 FB1387'GO 0.7 MILE SOUTH ON THE PAVED ROAD TO A Y JUNCTION, THEN GO
 FB1387'0.9 MILE EAST ON A GRAVELED AND PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0336 ***********************************************************************
 GA0336  DESIGNATION -  E 242
 GA0336  PID         -  GA0336
 GA0336  STATE/COUNTY-  TN/SULLIVAN
 GA0336  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0336
 GA0336                         *CURRENT SURVEY CONTROL
 GA0336  ___________________________________________________________________
 GA0336* NAD 83(1986)-  36 32 09.     (N)    082 20 52.     (W)     SCALED    
 GA0336* NAVD 88     -       499.742  (meters)    1639.57   (feet)  ADJUSTED  
 GA0336  ___________________________________________________________________
 GA0336  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0336  DYNAMIC HT  -         499.281 (meters)    1638.06  (feet)  COMP
 GA0336  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA0336
 GA0336  VERT ORDER  -  SECOND    CLASS 0
 GA0336
 GA0336.The horizontal coordinates were scaled from a topographic map and have
 GA0336.an estimated accuracy of +/- 6 seconds.
 GA0336
 GA0336.The orthometric height was determined by differential leveling
 GA0336.and adjusted by the National Geodetic Survey in June 1991..
 GA0336
 GA0336.The geoid height was determined by GEOID03.
 GA0336
 GA0336.The dynamic height is computed by dividing the NAVD 88
 GA0336.geopotential number by the normal gravity value computed on the
 GA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0336.degrees latitude (g = 980.6199 gals.).
 GA0336
 GA0336.The modeled gravity was interpolated from observed gravity values.
 GA0336
 GA0336;                    North         East    Units  Estimated Accuracy
 GA0336;SPC TN       -   250,470.      926,990.      MT  (+/- 180 meters Scaled)
 GA0336
 GA0336                          SUPERSEDED SURVEY CONTROL
 GA0336
 GA0336  NGVD 29 (??/??/92)  499.883  (m)         1640.03   (f) ADJ UNCH    2 0
 GA0336
 GA0336.Superseded values are not recommended for survey control.
 GA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0336.See file dsdata.txt to determine how the superseded data were derived.
 GA0336
 GA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA793442(NAD 83)
 GA0336_MARKER: DB = BENCH MARK DISK
 GA0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0336_SP_SET: CULVERT
 GA0336_STAMPING: E 242 1961
 GA0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0336
 GA0336  HISTORY     - Date     Condition        Report By
 GA0336  HISTORY     - 1961     MONUMENTED       CGS
 GA0336
 GA0336                          STATION DESCRIPTION
 GA0336
 GA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0336'1.6 MI W FROM BLOUNTVILLE.
 GA0336'FROM THE POST OFFICE IN BLOUNTVILLE, GO 1.55 MILE WEST ON
 GA0336'U.S. HIGHWAY 11W TO A CONCRETE CULVERT AT A T JUNCTION.  THE
 GA0336'BENCH MARK IS 13.8 FT. SOUTH OF THE CENTER OF U.S. HIGHWAY
 GA0336'11W.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE
 GA0336'OF THE SOUTH CONCRETE HEADWALL OF THE CULVERT UNDER U.S.
 GA0336'HIGHWAY 11W, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0615 ***********************************************************************
 FC0615  DESIGNATION -  E 243
 FC0615  PID         -  FC0615
 FC0615  STATE/COUNTY-  TN/BRADLEY
 FC0615  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0615
 FC0615                         *CURRENT SURVEY CONTROL
 FC0615  ___________________________________________________________________
 FC0615* NAD 83(1986)-  35 10 06.     (N)    084 53 46.     (W)     SCALED    
 FC0615* NAVD 88     -       237.015  (meters)     777.61   (feet)  ADJUSTED  
 FC0615  ___________________________________________________________________
 FC0615  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0615  DYNAMIC HT  -         236.781 (meters)     776.84  (feet)  COMP
 FC0615  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 FC0615
 FC0615  VERT ORDER  -  FIRST     CLASS II
 FC0615
 FC0615.The horizontal coordinates were scaled from a topographic map and have
 FC0615.an estimated accuracy of +/- 6 seconds.
 FC0615
 FC0615.The orthometric height was determined by differential leveling
 FC0615.and adjusted by the National Geodetic Survey in June 1991..
 FC0615
 FC0615.The geoid height was determined by GEOID03.
 FC0615
 FC0615.The dynamic height is computed by dividing the NAVD 88
 FC0615.geopotential number by the normal gravity value computed on the
 FC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0615.degrees latitude (g = 980.6199 gals.).
 FC0615
 FC0615.The modeled gravity was interpolated from observed gravity values.
 FC0615
 FC0615;                    North         East    Units  Estimated Accuracy
 FC0615;SPC TN       -    93,210.      700,570.      MT  (+/- 180 meters Scaled)
 FC0615
 FC0615                          SUPERSEDED SURVEY CONTROL
 FC0615
 FC0615  NGVD 29 (??/??/92)  237.033  (m)          777.67   (f) ADJ UNCH    1 2
 FC0615
 FC0615.Superseded values are not recommended for survey control.
 FC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0615.See file dsdata.txt to determine how the superseded data were derived.
 FC0615
 FC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD916937(NAD 83)
 FC0615_MARKER: DB = BENCH MARK DISK
 FC0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0615_SP_SET: BRIDGE
 FC0615_STAMPING: E 243 1961
 FC0615_MARK LOGO: CGS   
 FC0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0615
 FC0615  HISTORY     - Date     Condition        Report By
 FC0615  HISTORY     - 1961     MONUMENTED       CGS
 FC0615  HISTORY     - 1983     GOOD             NGS
 FC0615
 FC0615                          STATION DESCRIPTION
 FC0615
 FC0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0615'1.4 MI W FROM CLEVELAND.
 FC0615'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0615'FOR 0.75 MILES TO THE JUNCTION OF GEORGETOWN PIKE AND HARRISON
 FC0615'PIKE, GO WEST ON HARRISON PIKE 0.65 MILES TO BRIDGE OVER BEECH
 FC0615'SPRINGS BRANCH, MARK IS SET IN WEST END OF BRIDGE, 14 FEET SOUTH
 FC0615'OF CENTER LINE OF ROAD, 1.3 FEET SOUTH OF WEST END OF BRIDGE.
 FC0615'A STANDARD DISK ABOUT LEVEL WITH THE ROAD.
 FC0615
 FC0615                          STATION RECOVERY (1983)
 FC0615
 FC0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0574 ***********************************************************************
 FC0574  DESIGNATION -  E 244
 FC0574  PID         -  FC0574
 FC0574  STATE/COUNTY-  TN/MCMINN
 FC0574  USGS QUAD   -  CHARLESTON (1980)
 FC0574
 FC0574                         *CURRENT SURVEY CONTROL
 FC0574  ___________________________________________________________________
 FC0574* NAD 83(1986)-  35 19 26.     (N)    084 45 49.     (W)     SCALED    
 FC0574* NAVD 88     -       221.632  (meters)     727.14   (feet)  ADJUSTED  
 FC0574  ___________________________________________________________________
 FC0574  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0574  DYNAMIC HT  -         221.415 (meters)     726.43  (feet)  COMP
 FC0574  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0574
 FC0574  VERT ORDER  -  SECOND    CLASS 0
 FC0574
 FC0574.The horizontal coordinates were scaled from a topographic map and have
 FC0574.an estimated accuracy of +/- 6 seconds.
 FC0574
 FC0574.The orthometric height was determined by differential leveling
 FC0574.and adjusted by the National Geodetic Survey in June 1991..
 FC0574
 FC0574.The geoid height was determined by GEOID03.
 FC0574
 FC0574.The dynamic height is computed by dividing the NAVD 88
 FC0574.geopotential number by the normal gravity value computed on the
 FC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0574.degrees latitude (g = 980.6199 gals.).
 FC0574
 FC0574.The modeled gravity was interpolated from observed gravity values.
 FC0574
 FC0574;                    North         East    Units  Estimated Accuracy
 FC0574;SPC TN       -   110,610.      712,420.      MT  (+/- 180 meters Scaled)
 FC0574
 FC0574                          SUPERSEDED SURVEY CONTROL
 FC0574
 FC0574  NGVD 29 (??/??/92)  221.692  (m)          727.33   (f) ADJ UNCH    2 0
 FC0574
 FC0574.Superseded values are not recommended for survey control.
 FC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0574.See file dsdata.txt to determine how the superseded data were derived.
 FC0574
 FC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE032112(NAD 83)
 FC0574_MARKER: DB = BENCH MARK DISK
 FC0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0574_STAMPING: E 244 1961
 FC0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0574+STABILITY: SURFACE MOTION
 FC0574
 FC0574  HISTORY     - Date     Condition        Report By
 FC0574  HISTORY     - 1961     MONUMENTED       CGS
 FC0574
 FC0574                          STATION DESCRIPTION
 FC0574
 FC0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0574'3.3 MI N FROM CALHOUN.
 FC0574'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0574'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0574'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN
 FC0574'LEFT AND GO 1.3 MILES NORTHWEST OT A Y JUNCTION, TAKE GRAVEL
 FC0574'ROAD RIGHT, GO RIGHT FOR 1.0 MILE TO A S CURVE AND THE MARK
 FC0574'ON THE LEFT, ABOUT 85 FEET NORTH OF THE NORTH CORNER OF A LARGE
 FC0574'TIN ROOF BARN, 54 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 FC0574'STONE SPRING-HOUSE, 14 FEET SOUTHWEST OF THE CENTER OF THE ROAD,
 FC0574'2.0 FEET NORTHWEST OF A WITNESS SIGN, 0.8 FEET SOUTHWEST OF FENCE,
 FC0574'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC0574'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1238 ***********************************************************************
 FC1238  DESIGNATION -  E 245
 FC1238  PID         -  FC1238
 FC1238  STATE/COUNTY-  TN/HAMILTON
 FC1238  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1238
 FC1238                         *CURRENT SURVEY CONTROL
 FC1238  ___________________________________________________________________
 FC1238* NAD 83(1986)-  35 03 35.     (N)    085 07 50.     (W)     SCALED    
 FC1238* NAVD 88     -       242.350  (meters)     795.11   (feet)  ADJUSTED  
 FC1238  ___________________________________________________________________
 FC1238  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC1238  DYNAMIC HT  -         242.108 (meters)     794.32  (feet)  COMP
 FC1238  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FC1238
 FC1238  VERT ORDER  -  FIRST     CLASS II
 FC1238
 FC1238.The horizontal coordinates were scaled from a topographic map and have
 FC1238.an estimated accuracy of +/- 6 seconds.
 FC1238
 FC1238.The orthometric height was determined by differential leveling
 FC1238.and adjusted by the National Geodetic Survey in June 1991..
 FC1238
 FC1238.The geoid height was determined by GEOID03.
 FC1238
 FC1238.The dynamic height is computed by dividing the NAVD 88
 FC1238.geopotential number by the normal gravity value computed on the
 FC1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1238.degrees latitude (g = 980.6199 gals.).
 FC1238
 FC1238.The modeled gravity was interpolated from observed gravity values.
 FC1238
 FC1238;                    North         East    Units  Estimated Accuracy
 FC1238;SPC TN       -    80,950.      679,310.      MT  (+/- 180 meters Scaled)
 FC1238
 FC1238                          SUPERSEDED SURVEY CONTROL
 FC1238
 FC1238  NGVD 29 (??/??/92)  242.372  (m)          795.18   (f) ADJ UNCH    1 2
 FC1238
 FC1238.Superseded values are not recommended for survey control.
 FC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1238.See file dsdata.txt to determine how the superseded data were derived.
 FC1238
 FC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD704812(NAD 83)
 FC1238_MARKER: DB = BENCH MARK DISK
 FC1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1238_SP_SET: BRIDGE
 FC1238_STAMPING: E 245 1961
 FC1238_MARK LOGO: CGS   
 FC1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1238
 FC1238  HISTORY     - Date     Condition        Report By
 FC1238  HISTORY     - 1961     MONUMENTED       CGS
 FC1238  HISTORY     - 1962     GOOD             NGS
 FC1238  HISTORY     - 1972     GOOD             TVA
 FC1238  HISTORY     - 1983     GOOD             NGS
 FC1238  HISTORY     - 1989     GOOD             USPSQD
 FC1238
 FC1238                          STATION DESCRIPTION
 FC1238
 FC1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1238'0.2 MI SE FROM SILVERDALE.
 FC1238'FROM THE JUNCTION OF STATE HIGHWAY 2A AND U.S. HIGHWAY 11 IN THE
 FC1238'NORTHEAST PART OF SILVERDALE GO SOUTHEAST ON STATE HIGHWAY 2A FOR
 FC1238'0.2 MILE TO THE INTERSTATE HIGHWAY AND THE MARK SET IN A DRILLED
 FC1238'HOLE IN THE EAST END OF THE NORTH SIDEWALK OF A BRIDGE ON THE
 FC1238'EAST BOUND LANE OF THE INTERSTATE HIGHWAY, 25 FEET NORTH OF THE
 FC1238'CENTER OF THE EAST BOUND LANE, 2.4 FEET WEST OF THE EAST END
 FC1238'OF THE SIDEWALK AND 1.3 FEET SOUTH OF THE GUARD RAIL AND ABOUT 0.8
 FC1238'FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.  A STANDARD DISK.
 FC1238
 FC1238                          STATION RECOVERY (1972)
 FC1238
 FC1238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1238'RECOVERED IN GOOD CONDITION.
 FC1238
 FC1238                          STATION RECOVERY (1983)
 FC1238
 FC1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1238'RECOVERED IN GOOD CONDITION.
 FC1238
 FC1238                          STATION RECOVERY (1989)
 FC1238
 FC1238'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1368 ***********************************************************************
 FC1368  DESIGNATION -  E 246
 FC1368  PID         -  FC1368
 FC1368  STATE/COUNTY-  TN/MARION
 FC1368  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1368
 FC1368                         *CURRENT SURVEY CONTROL
 FC1368  ___________________________________________________________________
 FC1368* NAD 83(1986)-  35 02 46.     (N)    085 39 21.     (W)     SCALED    
 FC1368* NAVD 88     -       187.361  (meters)     614.70   (feet)  ADJUSTED  
 FC1368  ___________________________________________________________________
 FC1368  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1368  DYNAMIC HT  -         187.178 (meters)     614.10  (feet)  COMP
 FC1368  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1368
 FC1368  VERT ORDER  -  SECOND    CLASS 0
 FC1368
 FC1368.The horizontal coordinates were scaled from a topographic map and have
 FC1368.an estimated accuracy of +/- 6 seconds.
 FC1368
 FC1368.The orthometric height was determined by differential leveling
 FC1368.and adjusted by the National Geodetic Survey in June 1991..
 FC1368
 FC1368.The geoid height was determined by GEOID03.
 FC1368
 FC1368.The dynamic height is computed by dividing the NAVD 88
 FC1368.geopotential number by the normal gravity value computed on the
 FC1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1368.degrees latitude (g = 980.6199 gals.).
 FC1368
 FC1368.The modeled gravity was interpolated from observed gravity values.
 FC1368
 FC1368;                    North         East    Units  Estimated Accuracy
 FC1368;SPC TN       -    79,140.      631,400.      MT  (+/- 180 meters Scaled)
 FC1368
 FC1368                          SUPERSEDED SURVEY CONTROL
 FC1368
 FC1368  NGVD 29 (??/??/92)  187.369  (m)          614.73   (f) ADJ UNCH    2 0
 FC1368
 FC1368.Superseded values are not recommended for survey control.
 FC1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1368.See file dsdata.txt to determine how the superseded data were derived.
 FC1368
 FC1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD225789(NAD 83)
 FC1368_MARKER: DB = BENCH MARK DISK
 FC1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1368_SP_SET: CULVERT
 FC1368_STAMPING: E 246 1962
 FC1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1368
 FC1368  HISTORY     - Date     Condition        Report By
 FC1368  HISTORY     - 1962     MONUMENTED       CGS
 FC1368
 FC1368                          STATION DESCRIPTION
 FC1368
 FC1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1368'3 MI SW FROM JASPER.
 FC1368'TO REACH THE MARK FROM THE RAILROAD STATION IN JASPER GO SOUTHWEST
 FC1368'ON THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS RAILWAY FOR 3.0
 FC1368'MILES TO THE MARK SET IN THE SOUTHWEST CORNER OF A 30 INCH PIPE
 FC1368'CULVERT, 72.0 FEET SOUTHWEST OF POLE NUMBER 9.4, 510 FEET
 FC1368'NORTHEAST OF MILEPOST NUMBER 9 AND 11 FEET SOUTH OF THE SOUTH
 FC1368'RAIL.  A STANDARD DISK DRILLED IN A 30 INCH PIPE CULVERT AND
 FC1368'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1806 ***********************************************************************
 GA1806  DESIGNATION -  E 247
 GA1806  PID         -  GA1806
 GA1806  STATE/COUNTY-  TN/HAMBLEN
 GA1806  USGS QUAD   -  TALBOTT (1980)
 GA1806
 GA1806                         *CURRENT SURVEY CONTROL
 GA1806  ___________________________________________________________________
 GA1806* NAD 83(1986)-  36 10 48.     (N)    083 22 37.     (W)     SCALED    
 GA1806* NAVD 88     -       391.460  (meters)    1284.32   (feet)  ADJUSTED  
 GA1806  ___________________________________________________________________
 GA1806  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1806  DYNAMIC HT  -         391.100 (meters)    1283.13  (feet)  COMP
 GA1806  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA1806
 GA1806  VERT ORDER  -  FIRST     CLASS I
 GA1806
 GA1806.This mark is at Moore-Murrell Airport (MOR)
 GA1806
 GA1806.The horizontal coordinates were scaled from a topographic map and have
 GA1806.an estimated accuracy of +/- 6 seconds.
 GA1806
 GA1806.The orthometric height was determined by differential leveling
 GA1806.and adjusted by the National Geodetic Survey in June 1991..
 GA1806
 GA1806.The geoid height was determined by GEOID03.
 GA1806
 GA1806.The dynamic height is computed by dividing the NAVD 88
 GA1806.geopotential number by the normal gravity value computed on the
 GA1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1806.degrees latitude (g = 980.6199 gals.).
 GA1806
 GA1806.The modeled gravity was interpolated from observed gravity values.
 GA1806
 GA1806;                    North         East    Units  Estimated Accuracy
 GA1806;SPC TN       -   208,050.      835,930.      MT  (+/- 180 meters Scaled)
 GA1806
 GA1806                          SUPERSEDED SURVEY CONTROL
 GA1806
 GA1806  NGVD 29 (??/??/92)  391.587  (m)         1284.73   (f) ADJ UNCH    1 1
 GA1806
 GA1806.Superseded values are not recommended for survey control.
 GA1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1806.See file dsdata.txt to determine how the superseded data were derived.
 GA1806
 GA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA862065(NAD 83)
 GA1806_MARKER: DB = BENCH MARK DISK
 GA1806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1806_SP_SET: WINDSOCK BASE
 GA1806_STAMPING: E 247 1967
 GA1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1806
 GA1806  HISTORY     - Date     Condition        Report By
 GA1806  HISTORY     - 1967     MONUMENTED       CGS
 GA1806
 GA1806                          STATION DESCRIPTION
 GA1806
 GA1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1806'5.2 MI SW FROM MORRISTOWN.
 GA1806'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1806'AT MORRISTOWN, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK TOPPED
 GA1806'ROAD, AT THE MORRISTOWN MUNICIPAL AIRPORT, ABOUT 85 YARDS EAST OF
 GA1806'THE EAST CORNER OF THE ADMINISTRATION BUILDING, ABOUT 75 YARDS
 GA1806'SOUTHEAST OF THE BEACON LIGHT, SET ON THE TOP OF THE EAST CORNER
 GA1806'OF THE CONCRETE BASE SUPPORTING THE WINDSOCK, 72 FEET SOUTHEAST OF
 GA1806'THE SOUTHEAST EDGE OF THE BLACK TOP AREA AT THE SOUTHEAST END OF
 GA1806'PARKING AREA AND 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2214 ***********************************************************************
 GA2214  DESIGNATION -  E 248
 GA2214  PID         -  GA2214
 GA2214  STATE/COUNTY-  TN/KNOX
 GA2214  USGS QUAD   -  MASCOT (1987)
 GA2214
 GA2214                         *CURRENT SURVEY CONTROL
 GA2214  ___________________________________________________________________
 GA2214* NAD 83(1986)-  36 03 47.     (N)    083 42 19.     (W)     SCALED    
 GA2214* NAVD 88     -       277.361  (meters)     909.98   (feet)  ADJUSTED  
 GA2214  ___________________________________________________________________
 GA2214  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2214  DYNAMIC HT  -         277.106 (meters)     909.14  (feet)  COMP
 GA2214  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 GA2214
 GA2214  VERT ORDER  -  FIRST     CLASS I
 GA2214
 GA2214.The horizontal coordinates were scaled from a topographic map and have
 GA2214.an estimated accuracy of +/- 6 seconds.
 GA2214
 GA2214.The orthometric height was determined by differential leveling
 GA2214.and adjusted by the National Geodetic Survey in June 1991..
 GA2214
 GA2214.The geoid height was determined by GEOID03.
 GA2214
 GA2214.The dynamic height is computed by dividing the NAVD 88
 GA2214.geopotential number by the normal gravity value computed on the
 GA2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2214.degrees latitude (g = 980.6199 gals.).
 GA2214
 GA2214.The modeled gravity was interpolated from observed gravity values.
 GA2214
 GA2214;                    North         East    Units  Estimated Accuracy
 GA2214;SPC TN       -   194,340.      806,710.      MT  (+/- 180 meters Scaled)
 GA2214
 GA2214                          SUPERSEDED SURVEY CONTROL
 GA2214
 GA2214  NGVD 29 (??/??/92)  277.489  (m)          910.40   (f) ADJ UNCH    1 1
 GA2214
 GA2214.Superseded values are not recommended for survey control.
 GA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2214.See file dsdata.txt to determine how the superseded data were derived.
 GA2214
 GA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV563943(NAD 83)
 GA2214_MARKER: DB = BENCH MARK DISK
 GA2214_SETTING: 66 = SET IN ROCK OUTCROP
 GA2214_SP_SET: ROCK OUTCROP
 GA2214_STAMPING: E 248 1967
 GA2214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2214+STABILITY: POSITION/ELEVATION WELL
 GA2214
 GA2214  HISTORY     - Date     Condition        Report By
 GA2214  HISTORY     - 1967     MONUMENTED       CGS
 GA2214
 GA2214                          STATION DESCRIPTION
 GA2214
 GA2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2214'1.8 MI E FROM MASCOT.
 GA2214'ABOUT 1.8 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2214'CHURCH AT MASCOT, ABOUT 0.2 MILE NORTHWEST OF THE SOUTHERN RAILWAY
 GA2214'OVERPASS OVER THE ROAD, ON THE OUTSIDE AND NEAR THE WEST END OF A
 GA2214'CURVE, NEAR THE WEST END OF A CUT, SET ON THE TOP OF AN OUTCROP
 GA2214'OF ROCK WHICH IS 2 FEET WIDE AND PROJECT 1/2 FOOT ABOVE THE LEVEL
 GA2214'OF THE GROUND, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GA2214'64 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A 5-FOOT PIPE CULVERT
 GA2214'UNDER A BLACK TOPPED ROAD LEADING TO THE AMERICAN ZINC COMPANY,
 GA2214'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1930 ***********************************************************************
 FB1930  DESIGNATION -  E 249
 FB1930  PID         -  FB1930
 FB1930  STATE/COUNTY-  TN/KNOX
 FB1930  USGS QUAD   -  KNOXVILLE (1978)
 FB1930
 FB1930                         *CURRENT SURVEY CONTROL
 FB1930  ___________________________________________________________________
 FB1930* NAD 83(1986)-  35 59 31.     (N)    083 57 03.     (W)     SCALED    
 FB1930* NAVD 88     -       294.337  (meters)     965.67   (feet)  ADJUSTED  
 FB1930  ___________________________________________________________________
 FB1930  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1930  DYNAMIC HT  -         294.064 (meters)     964.77  (feet)  COMP
 FB1930  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FB1930
 FB1930  VERT ORDER  -  FIRST     CLASS I
 FB1930
 FB1930.The horizontal coordinates were scaled from a topographic map and have
 FB1930.an estimated accuracy of +/- 6 seconds.
 FB1930
 FB1930.The orthometric height was determined by differential leveling
 FB1930.and adjusted by the National Geodetic Survey in June 1991..
 FB1930
 FB1930.The geoid height was determined by GEOID03.
 FB1930
 FB1930.The dynamic height is computed by dividing the NAVD 88
 FB1930.geopotential number by the normal gravity value computed on the
 FB1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1930.degrees latitude (g = 980.6199 gals.).
 FB1930
 FB1930.The modeled gravity was interpolated from observed gravity values.
 FB1930
 FB1930;                    North         East    Units  Estimated Accuracy
 FB1930;SPC TN       -   185,960.      784,760.      MT  (+/- 180 meters Scaled)
 FB1930
 FB1930                          SUPERSEDED SURVEY CONTROL
 FB1930
 FB1930  NGVD 29 (??/??/92)  294.463  (m)          966.08   (f) ADJ UNCH    1 1
 FB1930
 FB1930.Superseded values are not recommended for survey control.
 FB1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1930.See file dsdata.txt to determine how the superseded data were derived.
 FB1930
 FB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339870(NAD 83)
 FB1930_MARKER: DB = BENCH MARK DISK
 FB1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1930_SP_SET: OVERPASS
 FB1930_STAMPING: E 249 1967
 FB1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1930
 FB1930  HISTORY     - Date     Condition        Report By
 FB1930  HISTORY     - 1967     MONUMENTED       CGS
 FB1930
 FB1930                          STATION DESCRIPTION
 FB1930
 FB1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1930'AT KNOXVILLE.
 FB1930'AT KNOXVILLE, ABOUT 2.5 MILES NORTHWEST ALONG THE SOUTHERN
 FB1930'RAILWAY FROM THE STATION, THENCE 0.1 MILE SOUTHWEST ALONG
 FB1930'HEISKELL AVENUE, SET IN THE TOP OF THE CONCRETE WING WALL AT THE
 FB1930'EAST CORNER OF THE HEISKELL AVENUE OVERPASS OVER INTERSTATE HIGHWAY
 FB1930'75, 6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE AND 2
 FB1930'FEET ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1675 ***********************************************************************
 GC1675  DESIGNATION -  E 25
 GC1675  PID         -  GC1675
 GC1675  STATE/COUNTY-  TN/MONTGOMERY
 GC1675  USGS QUAD   -  NEEDMORE (1983)
 GC1675
 GC1675                         *CURRENT SURVEY CONTROL
 GC1675  ___________________________________________________________________
 GC1675* NAD 83(1986)-  36 27 03.     (N)    087 30 45.     (W)     SCALED    
 GC1675* NAVD 88     -       117.040  (meters)     383.99   (feet)  ADJUSTED  
 GC1675  ___________________________________________________________________
 GC1675  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1675  DYNAMIC HT  -         116.942 (meters)     383.67  (feet)  COMP
 GC1675  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GC1675
 GC1675  VERT ORDER  -  SECOND    CLASS 0
 GC1675
 GC1675.The horizontal coordinates were scaled from a topographic map and have
 GC1675.an estimated accuracy of +/- 6 seconds.
 GC1675
 GC1675.The orthometric height was determined by differential leveling
 GC1675.and adjusted by the National Geodetic Survey in June 1991..
 GC1675
 GC1675.The geoid height was determined by GEOID03.
 GC1675
 GC1675.The dynamic height is computed by dividing the NAVD 88
 GC1675.geopotential number by the normal gravity value computed on the
 GC1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1675.degrees latitude (g = 980.6199 gals.).
 GC1675
 GC1675.The modeled gravity was interpolated from observed gravity values.
 GC1675
 GC1675;                    North         East    Units  Estimated Accuracy
 GC1675;SPC TN       -   235,990.      464,410.      MT  (+/- 180 meters Scaled)
 GC1675
 GC1675                          SUPERSEDED SURVEY CONTROL
 GC1675
 GC1675  NGVD 29 (??/??/92)  117.096  (m)          384.17   (f) ADJ UNCH    2 0
 GC1675
 GC1675.Superseded values are not recommended for survey control.
 GC1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1675.See file dsdata.txt to determine how the superseded data were derived.
 GC1675
 GC1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF540340(NAD 83)
 GC1675_MARKER: DB = BENCH MARK DISK
 GC1675_SETTING: 66 = SET IN ROCK OUTCROP
 GC1675_SP_SET: ROCK LEDGE
 GC1675_STAMPING: E 25 1934
 GC1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1675+STABILITY: POSITION/ELEVATION WELL
 GC1675
 GC1675  HISTORY     - Date     Condition        Report By
 GC1675  HISTORY     - 1934     MONUMENTED       CGS
 GC1675
 GC1675                          STATION DESCRIPTION
 GC1675
 GC1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1675'AT CORBANDALE.
 GC1675'AT CORBANDALE, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1675'RAILROAD, 45 YARDS EAST OF THE EAST FACE OF THE STATION, 0.4 MILE
 GC1675'EAST OF MILEPOST 191, 10 YARDS EAST OF A SIDING, 3 YARDS SOUTH
 GC1675'OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A ROCK LEDGE.  A
 GC1675'STANDARD DISK, STAMPED E 25 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0860 ***********************************************************************
 GB0860  DESIGNATION -  E 250
 GB0860  PID         -  GB0860
 GB0860  STATE/COUNTY-  TN/MORGAN
 GB0860  USGS QUAD   -  LANCING (1984)
 GB0860
 GB0860                         *CURRENT SURVEY CONTROL
 GB0860  ___________________________________________________________________
 GB0860* NAD 83(1986)-  36 04 02.     (N)    084 39 10.     (W)     SCALED    
 GB0860* NAVD 88     -       278.218  (meters)     912.79   (feet)  ADJUSTED  
 GB0860  ___________________________________________________________________
 GB0860  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0860  DYNAMIC HT  -         277.968 (meters)     911.97  (feet)  COMP
 GB0860  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0860
 GB0860  VERT ORDER  -  FIRST     CLASS I
 GB0860
 GB0860.The horizontal coordinates were scaled from a topographic map and have
 GB0860.an estimated accuracy of +/- 6 seconds.
 GB0860
 GB0860.The orthometric height was determined by differential leveling
 GB0860.and adjusted by the National Geodetic Survey in June 1991..
 GB0860
 GB0860.The geoid height was determined by GEOID03.
 GB0860
 GB0860.The dynamic height is computed by dividing the NAVD 88
 GB0860.geopotential number by the normal gravity value computed on the
 GB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0860.degrees latitude (g = 980.6199 gals.).
 GB0860
 GB0860.The modeled gravity was interpolated from observed gravity values.
 GB0860
 GB0860;                    North         East    Units  Estimated Accuracy
 GB0860;SPC TN       -   193,210.      721,360.      MT  (+/- 180 meters Scaled)
 GB0860
 GB0860                          SUPERSEDED SURVEY CONTROL
 GB0860
 GB0860  NGVD 29 (??/??/92)  278.335  (m)          913.17   (f) ADJ UNCH    1 1
 GB0860
 GB0860.Superseded values are not recommended for survey control.
 GB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0860.See file dsdata.txt to determine how the superseded data were derived.
 GB0860
 GB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE113939(NAD 83)
 GB0860_MARKER: DB = BENCH MARK DISK
 GB0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0860_SP_SET: TUNNEL AIR DUCT
 GB0860_STAMPING: E 250 1968
 GB0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0860
 GB0860  HISTORY     - Date     Condition        Report By
 GB0860  HISTORY     - 1968     MONUMENTED       CGS
 GB0860
 GB0860                          STATION DESCRIPTION
 GB0860
 GB0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0860'4.8 MI S FROM LANCING.
 GB0860'ABOUT 4.85 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0860'AT LANCING, AT THE SOUTH ENTRANCE TO TUNNEL NUMBER 24, 17 FEET
 GB0860'NORTH OF MILEPOST 246, SET IN THE CENTER OF THE TOP OF THE CONCRETE
 GB0860'FLOOR OF THE WEST AIR DUCT FOR THE TUNNEL, 11 1/2 FEET WEST OF THE
 GB0860'WEST RAIL OF THE TRACK, 0.6 FOOT NORTH OF THE SOUTH FACE OF THE
 GB0860'TUNNEL, 4 1/2 FEET EAST OF THE WEST WALL OF THE AIR DUCT, 5 1/2 FEET
 GB0860'WEST OF THE WEST WALL OF THE TUNNEL, AND ABOUT 5 FEET ABOVE THE
 GB0860'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1044 ***********************************************************************
 GD1044  DESIGNATION -  E 251
 GD1044  PID         -  GD1044
 GD1044  STATE/COUNTY-  TN/LAKE
 GD1044  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1044
 GD1044                         *CURRENT SURVEY CONTROL
 GD1044  ___________________________________________________________________
 GD1044* NAD 83(1986)-  36 13 00.     (N)    089 37 40.     (W)     SCALED    
 GD1044* NAVD 88     -        82.715  (meters)     271.37   (feet)  ADJUSTED  
 GD1044  ___________________________________________________________________
 GD1044  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1044  DYNAMIC HT  -          82.647 (meters)     271.15  (feet)  COMP
 GD1044  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GD1044
 GD1044  VERT ORDER  -  FIRST     CLASS I
 GD1044
 GD1044.The horizontal coordinates were scaled from a topographic map and have
 GD1044.an estimated accuracy of +/- 6 seconds.
 GD1044
 GD1044.The orthometric height was determined by differential leveling
 GD1044.and adjusted by the National Geodetic Survey in June 1991..
 GD1044
 GD1044.The geoid height was determined by GEOID03.
 GD1044
 GD1044.The dynamic height is computed by dividing the NAVD 88
 GD1044.geopotential number by the normal gravity value computed on the
 GD1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1044.degrees latitude (g = 980.6199 gals.).
 GD1044
 GD1044.The modeled gravity was interpolated from observed gravity values.
 GD1044
 GD1044;                    North         East    Units  Estimated Accuracy
 GD1044;SPC TN       -   215,000.      273,890.      MT  (+/- 180 meters Scaled)
 GD1044
 GD1044                          SUPERSEDED SURVEY CONTROL
 GD1044
 GD1044  NGVD 29 (??/??/??)   82.633  (m)          271.11   (f) ADJUSTED    1 1
 GD1044
 GD1044.Superseded values are not recommended for survey control.
 GD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1044.See file dsdata.txt to determine how the superseded data were derived.
 GD1044
 GD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF637111(NAD 83)
 GD1044_MARKER: DB = BENCH MARK DISK
 GD1044_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1044+WITH SETTING: INTO GROUND
 GD1044_SP_SET: METAL ROD WITH BASE PLATE
 GD1044_STAMPING: E 251 1976
 GD1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1044+STABILITY: SURFACE MOTION
 GD1044
 GD1044  HISTORY     - Date     Condition        Report By
 GD1044  HISTORY     - 1976     MONUMENTED       NGS
 GD1044  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD1044
 GD1044                          STATION DESCRIPTION
 GD1044
 GD1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1044'9.7 MI SW FROM RIDGLEY.
 GD1044'1.5 MILES WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1044'RAILROAD STATION AT RIDGLEY, THENCE 3.5 MILES SOUTHWEST ALONG A
 GD1044'BLACK TOP ROAD, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 79, AT
 GD1044'A ABANDONED FARM HOUSE, 6.6 FEET WEST OF A SCRUB OAK TREE, 61
 GD1044'FEET SOUTH OF THE CENTER OF HIGHWAY, AND 17.7 FEET SOUTHWEST OF
 GD1044'A METAL PIPE PROJECTING 3 FEET.
 GD1044
 GD1044                          STATION RECOVERY (2002)
 GD1044
 GD1044'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0449 ***********************************************************************
 FC0449  DESIGNATION -  E 256
 FC0449  PID         -  FC0449
 FC0449  STATE/COUNTY-  TN/BRADLEY
 FC0449  USGS QUAD   -  MC DONALD (1976)
 FC0449
 FC0449                         *CURRENT SURVEY CONTROL
 FC0449  ___________________________________________________________________
 FC0449* NAD 83(1986)-  35 05 15.     (N)    084 54 32.     (W)     SCALED    
 FC0449* NAVD 88     -       270.893  (meters)     888.75   (feet)  ADJUSTED  
 FC0449  ___________________________________________________________________
 FC0449  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0449  DYNAMIC HT  -         270.624 (meters)     887.87  (feet)  COMP
 FC0449  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC0449
 FC0449  VERT ORDER  -  FIRST     CLASS I
 FC0449
 FC0449.The horizontal coordinates were scaled from a topographic map and have
 FC0449.an estimated accuracy of +/- 6 seconds.
 FC0449
 FC0449.The orthometric height was determined by differential leveling
 FC0449.and adjusted by the National Geodetic Survey in June 1991..
 FC0449
 FC0449.The geoid height was determined by GEOID03.
 FC0449
 FC0449.The dynamic height is computed by dividing the NAVD 88
 FC0449.geopotential number by the normal gravity value computed on the
 FC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0449.degrees latitude (g = 980.6199 gals.).
 FC0449
 FC0449.The modeled gravity was interpolated from observed gravity values.
 FC0449
 FC0449;                    North         East    Units  Estimated Accuracy
 FC0449;SPC TN       -    84,230.      699,500.      MT  (+/- 180 meters Scaled)
 FC0449
 FC0449                          SUPERSEDED SURVEY CONTROL
 FC0449
 FC0449  NGVD 29 (??/??/92)  270.890  (m)          888.74   (f) ADJ UNCH    1 1
 FC0449
 FC0449.Superseded values are not recommended for survey control.
 FC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0449.See file dsdata.txt to determine how the superseded data were derived.
 FC0449
 FC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD906847(NAD 83)
 FC0449_MARKER: DB = BENCH MARK DISK
 FC0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0449_SP_SET: BRIDGE
 FC0449_STAMPING: E 256 1968
 FC0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0449+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 FC0449
 FC0449  HISTORY     - Date     Condition        Report By
 FC0449  HISTORY     - 1968     MONUMENTED       CGS
 FC0449  HISTORY     - 20040816 GOOD             TVA
 FC0449
 FC0449                          STATION DESCRIPTION
 FC0449
 FC0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0449'5.1 MI SW FROM CLEVELAND.
 FC0449'ABOUT 5.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0449'FROM THE STATION AT CLEVELAND, THENCE ABOUT 0.1 MILE NORTHWEST
 FC0449'ALONG A BLACKTOP ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE BLUE
 FC0449'SPRINGS SCHOOL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 FC0449'SOUTHWEST CONCRETE GUARD RAIL BASE TO A 25-FOOT CONCRETE BRIDGE
 FC0449'OVER BLUE SPRINGS BRANCH, 14 FEET SOUTHWEST OF THE CENTER LINE
 FC0449'OF THE ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE BASE
 FC0449'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
 FC0449
 FC0449                          STATION RECOVERY (2004)
 FC0449
 FC0449'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FC0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0415 ***********************************************************************
 FC0415  DESIGNATION -  E 257
 FC0415  PID         -  FC0415
 FC0415  STATE/COUNTY-  TN/MCMINN
 FC0415  USGS QUAD   -  CALHOUN (1980)
 FC0415
 FC0415                         *CURRENT SURVEY CONTROL
 FC0415  ___________________________________________________________________
 FC0415* NAD 83(1986)-  35 18 58.     (N)    084 44 21.     (W)     SCALED    
 FC0415* NAVD 88     -       227.830  (meters)     747.47   (feet)  ADJUSTED  
 FC0415  ___________________________________________________________________
 FC0415  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0415  DYNAMIC HT  -         227.607 (meters)     746.74  (feet)  COMP
 FC0415  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0415
 FC0415  VERT ORDER  -  FIRST     CLASS I
 FC0415
 FC0415.The horizontal coordinates were scaled from a topographic map and have
 FC0415.an estimated accuracy of +/- 6 seconds.
 FC0415
 FC0415.The orthometric height was determined by differential leveling
 FC0415.and adjusted by the National Geodetic Survey in June 1991..
 FC0415
 FC0415.The geoid height was determined by GEOID03.
 FC0415
 FC0415.The dynamic height is computed by dividing the NAVD 88
 FC0415.geopotential number by the normal gravity value computed on the
 FC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0415.degrees latitude (g = 980.6199 gals.).
 FC0415
 FC0415.The modeled gravity was interpolated from observed gravity values.
 FC0415
 FC0415;                    North         East    Units  Estimated Accuracy
 FC0415;SPC TN       -   109,780.      714,650.      MT  (+/- 180 meters Scaled)
 FC0415
 FC0415                          SUPERSEDED SURVEY CONTROL
 FC0415
 FC0415  NGVD 29 (??/??/92)  227.868  (m)          747.60   (f) ADJ UNCH    1 1
 FC0415
 FC0415.Superseded values are not recommended for survey control.
 FC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0415.See file dsdata.txt to determine how the superseded data were derived.
 FC0415
 FC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE055104(NAD 83)
 FC0415_MARKER: DB = BENCH MARK DISK
 FC0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0415_SP_SET: CULVERT
 FC0415_STAMPING: E 257 1968
 FC0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0415
 FC0415  HISTORY     - Date     Condition        Report By
 FC0415  HISTORY     - 1968     MONUMENTED       CGS
 FC0415
 FC0415                          STATION DESCRIPTION
 FC0415
 FC0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0415'1.9 MI NE FROM CALHOUN.
 FC0415'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0415'END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT CALHOUN, BETWEEN
 FC0415'THE HIGHWAY AND THE SOUTHERN RAILWAY, SET IN THE TOP OF THE
 FC0415'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE
 FC0415'BOX CULVERT UNDER THE HIGHWAY, 23 FEET SOUTHEAST OF THE CENTER
 FC0415'LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 FC0415'HEAD WALL AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0429 ***********************************************************************
 FC0429  DESIGNATION -  E 258
 FC0429  PID         -  FC0429
 FC0429  STATE/COUNTY-  TN/MCMINN
 FC0429  USGS QUAD   -  RICEVILLE (1990)
 FC0429
 FC0429                         *CURRENT SURVEY CONTROL
 FC0429  ___________________________________________________________________
 FC0429* NAD 83(1986)-  35 24 33.     (N)    084 40 11.     (W)     SCALED    
 FC0429* NAVD 88     -       256.197  (meters)     840.54   (feet)  ADJUSTED  
 FC0429  ___________________________________________________________________
 FC0429  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0429  DYNAMIC HT  -         255.947 (meters)     839.72  (feet)  COMP
 FC0429  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 FC0429
 FC0429  VERT ORDER  -  FIRST     CLASS I
 FC0429
 FC0429.The horizontal coordinates were scaled from a topographic map and have
 FC0429.an estimated accuracy of +/- 6 seconds.
 FC0429
 FC0429.The orthometric height was determined by differential leveling
 FC0429.and adjusted by the National Geodetic Survey in June 1991..
 FC0429
 FC0429.The geoid height was determined by GEOID03.
 FC0429
 FC0429.The dynamic height is computed by dividing the NAVD 88
 FC0429.geopotential number by the normal gravity value computed on the
 FC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0429.degrees latitude (g = 980.6199 gals.).
 FC0429
 FC0429.The modeled gravity was interpolated from observed gravity values.
 FC0429
 FC0429;                    North         East    Units  Estimated Accuracy
 FC0429;SPC TN       -   120,180.      720,820.      MT  (+/- 180 meters Scaled)
 FC0429
 FC0429                          SUPERSEDED SURVEY CONTROL
 FC0429
 FC0429  NGVD 29 (??/??/92)  256.243  (m)          840.69   (f) ADJ UNCH    1 1
 FC0429
 FC0429.Superseded values are not recommended for survey control.
 FC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0429.See file dsdata.txt to determine how the superseded data were derived.
 FC0429
 FC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE115209(NAD 83)
 FC0429_MARKER: DB = BENCH MARK DISK
 FC0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0429_SP_SET: 22 FEET
 FC0429_STAMPING: E 258 1968
 FC0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0429
 FC0429  HISTORY     - Date     Condition        Report By
 FC0429  HISTORY     - 1968     MONUMENTED       CGS
 FC0429
 FC0429                          STATION DESCRIPTION
 FC0429
 FC0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0429'2.3 MI NE FROM RICEVILLE.
 FC0429'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0429'OFFICE AT RICEVILLE, NEAR THE JUNCTION OF A PRIVATE ROAD LEADING
 FC0429'SOUTHEAST AND ACROSS THE SOUTHERN RAILWAY TRACK TO A WHITE HOUSE,
 FC0429'130 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHERN
 FC0429'RAILWAY MILEPOST 191, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FC0429'PRIVATE ROAD, 48 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0429'NORTHEAST BOUND LANES OF THE HIGHWAY, 31.2 FEET NORTHWEST OF THE
 FC0429'NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 29 1/2 FEET EAST OF THE
 FC0429'EAST CORNER OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FC0429'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE
 FC0429'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL
 FC0429'OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS
 FC0429'3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 FC0429'REFUSAL AT A DEPTH OF 22.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0031 ***********************************************************************
 FC0031  DESIGNATION -  E 259
 FC0031  PID         -  FC0031
 FC0031  STATE/COUNTY-  TN/LOUDON
 FC0031  USGS QUAD   -  PHILADELPHIA (1974)
 FC0031
 FC0031                         *CURRENT SURVEY CONTROL
 FC0031  ___________________________________________________________________
 FC0031* NAD 83(1986)-  35 40 59.     (N)    084 23 54.     (W)     SCALED    
 FC0031* NAVD 88     -       258.090  (meters)     846.75   (feet)  ADJUSTED  
 FC0031  ___________________________________________________________________
 FC0031  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0031  DYNAMIC HT  -         257.843 (meters)     845.94  (feet)  COMP
 FC0031  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 FC0031
 FC0031  VERT ORDER  -  FIRST     CLASS I
 FC0031
 FC0031.The horizontal coordinates were scaled from a topographic map and have
 FC0031.an estimated accuracy of +/- 6 seconds.
 FC0031
 FC0031.The orthometric height was determined by differential leveling
 FC0031.and adjusted by the National Geodetic Survey in June 1991..
 FC0031
 FC0031.The geoid height was determined by GEOID03.
 FC0031
 FC0031.The dynamic height is computed by dividing the NAVD 88
 FC0031.geopotential number by the normal gravity value computed on the
 FC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0031.degrees latitude (g = 980.6199 gals.).
 FC0031
 FC0031.The modeled gravity was interpolated from observed gravity values.
 FC0031
 FC0031;                    North         East    Units  Estimated Accuracy
 FC0031;SPC TN       -   150,940.      744,970.      MT  (+/- 180 meters Scaled)
 FC0031
 FC0031                          SUPERSEDED SURVEY CONTROL
 FC0031
 FC0031  NGVD 29 (??/??/92)  258.173  (m)          847.02   (f) ADJ UNCH    1 1
 FC0031
 FC0031.Superseded values are not recommended for survey control.
 FC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0031.See file dsdata.txt to determine how the superseded data were derived.
 FC0031
 FC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354519(NAD 83)
 FC0031_MARKER: DB = BENCH MARK DISK
 FC0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0031_SP_SET: CULVERT
 FC0031_STAMPING: E 259 1968
 FC0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0031
 FC0031  HISTORY     - Date     Condition        Report By
 FC0031  HISTORY     - 1968     MONUMENTED       CGS
 FC0031
 FC0031                          STATION DESCRIPTION
 FC0031
 FC0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0031'0.4 MI NE FROM PHILADELPHIA.
 FC0031'ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0031'FIRST BAPTIST CHURCH AT PHILADELPHIA, 60 FEET EAST OF AND ACROSS
 FC0031'THE TRACK FROM MILEPOST 165, SET IN THE TOP OF THE NORTHEAST
 FC0031'END OF THE SOUTHEAST HEAD WALL OF A 20-FOOT CONCRETE BOX CULVERT
 FC0031'WITH A DIVIDING PIER, 16.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0031'1.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT
 FC0031'8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0246 ***********************************************************************
 GD0246  DESIGNATION -  E 26
 GD0246  PID         -  GD0246
 GD0246  STATE/COUNTY-  TN/BENTON
 GD0246  USGS QUAD   -  CAMDEN (1984)
 GD0246
 GD0246                         *CURRENT SURVEY CONTROL
 GD0246  ___________________________________________________________________
 GD0246* NAD 83(1986)-  36 02 55.     (N)    088 05 26.     (W)     SCALED    
 GD0246* NAVD 88     -       122.038  (meters)     400.39   (feet)  ADJUSTED  
 GD0246  ___________________________________________________________________
 GD0246  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0246  DYNAMIC HT  -         121.935 (meters)     400.05  (feet)  COMP
 GD0246  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GD0246
 GD0246  VERT ORDER  -  FIRST     CLASS II
 GD0246
 GD0246.The horizontal coordinates were scaled from a topographic map and have
 GD0246.an estimated accuracy of +/- 6 seconds.
 GD0246
 GD0246.The orthometric height was determined by differential leveling
 GD0246.and adjusted by the National Geodetic Survey in June 1991..
 GD0246
 GD0246.The geoid height was determined by GEOID03.
 GD0246
 GD0246.The dynamic height is computed by dividing the NAVD 88
 GD0246.geopotential number by the normal gravity value computed on the
 GD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0246.degrees latitude (g = 980.6199 gals.).
 GD0246
 GD0246.The modeled gravity was interpolated from observed gravity values.
 GD0246
 GD0246;                    North         East    Units  Estimated Accuracy
 GD0246;SPC TN       -   192,320.      411,650.      MT  (+/- 180 meters Scaled)
 GD0246
 GD0246                          SUPERSEDED SURVEY CONTROL
 GD0246
 GD0246  NGVD 29 (??/??/??)  122.068  (m)          400.48   (f) ADJUSTED    1 2
 GD0246
 GD0246.Superseded values are not recommended for survey control.
 GD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0246.See file dsdata.txt to determine how the superseded data were derived.
 GD0246
 GD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE017898(NAD 83)
 GD0246_MARKER: DB = BENCH MARK DISK
 GD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0246_STAMPING: E 26 1934 400.636
 GD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0246+STABILITY: SURFACE MOTION
 GD0246
 GD0246  HISTORY     - Date     Condition        Report By
 GD0246  HISTORY     - 1934     MONUMENTED       CGS
 GD0246  HISTORY     - 1969     GOOD             CGS
 GD0246  HISTORY     - 1971     GOOD             NGS
 GD0246
 GD0246                          STATION DESCRIPTION
 GD0246
 GD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0246'IN CAMDEN.
 GD0246'THE MARK IS NEAR THE EAST EDGE OF THE LOUISVILLE AND NASHVILLE
 GD0246'RAILROAD YARDS IN THE SOUTHEAST CORNER OF THE CAMDEN CITY LIMITS.
 GD0246'(THIS WAS FORMERLY THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0246'RAILROAD).  IT IS 388 FEET EAST OF THE EAST EDGE OF THE U.S.
 GD0246'HIGHWAY 70 OVERPASS, 207 FEET EAST OF A BLOCK SIGNAL, 124 FEET
 GD0246'WEST OF TELEGRAPH POLE 85-15, 27 FEET SOUTH-SOUTHEAST OF A
 GD0246'TELGRAPH POLE, 22.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 GD0246'TRACK, AND 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GD0246'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GD0246'CONCRETE MONUMENT AND THE DISK IS STAMPED E 26 1934 400.636.
 GD0246'NOTE-- POST AND SIGN AT MONUMENT.
 GD0246
 GD0246                          STATION RECOVERY (1971)
 GD0246
 GD0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0095 ***********************************************************************
 FC0095  DESIGNATION -  E 260
 FC0095  PID         -  FC0095
 FC0095  STATE/COUNTY-  TN/KNOX
 FC0095  USGS QUAD   -  BEARDEN (1990)
 FC0095
 FC0095                         *CURRENT SURVEY CONTROL
 FC0095  ___________________________________________________________________
 FC0095* NAD 83(1986)-  35 52 31.     (N)    084 07 11.     (W)     SCALED    
 FC0095* NAVD 88     -       252.431  (meters)     828.18   (feet)  ADJUSTED  
 FC0095  ___________________________________________________________________
 FC0095  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0095  DYNAMIC HT  -         252.195 (meters)     827.41  (feet)  COMP
 FC0095  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FC0095
 FC0095  VERT ORDER  -  FIRST     CLASS I
 FC0095
 FC0095.The horizontal coordinates were scaled from a topographic map and have
 FC0095.an estimated accuracy of +/- 6 seconds.
 FC0095
 FC0095.The orthometric height was determined by differential leveling
 FC0095.and adjusted by the National Geodetic Survey in June 1991..
 FC0095
 FC0095.The geoid height was determined by GEOID03.
 FC0095
 FC0095.The dynamic height is computed by dividing the NAVD 88
 FC0095.geopotential number by the normal gravity value computed on the
 FC0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0095.degrees latitude (g = 980.6199 gals.).
 FC0095
 FC0095.The modeled gravity was interpolated from observed gravity values.
 FC0095
 FC0095;                    North         East    Units  Estimated Accuracy
 FC0095;SPC TN       -   172,710.      769,780.      MT  (+/- 180 meters Scaled)
 FC0095
 FC0095                          SUPERSEDED SURVEY CONTROL
 FC0095
 FC0095  NGVD 29 (??/??/92)  252.559  (m)          828.60   (f) ADJ UNCH    1 1
 FC0095
 FC0095.Superseded values are not recommended for survey control.
 FC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0095.See file dsdata.txt to determine how the superseded data were derived.
 FC0095
 FC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE600739(NAD 83)
 FC0095_MARKER: DB = BENCH MARK DISK
 FC0095_SETTING: 66 = SET IN ROCK OUTCROP
 FC0095_SP_SET: SET IN ROCK OUTCROP
 FC0095_STAMPING: E 260 1968
 FC0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0095+STABILITY: POSITION/ELEVATION WELL
 FC0095
 FC0095  HISTORY     - Date     Condition        Report By
 FC0095  HISTORY     - 1968     MONUMENTED       CGS
 FC0095
 FC0095                          STATION DESCRIPTION
 FC0095
 FC0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0095'1.2 MI NE FROM CONCORD.
 FC0095'ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0095'POST OFFICE AT CONCORD, ABOUT 0.15 MILE NORTHEAST OF MILEPOST
 FC0095'144, 60 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF WOODY
 FC0095'DRIVE, SET IN THE TOP OF A ROCK THAT THE EXPOSED PART IS ABOUT 3
 FC0095'FEET LONG BY 1 1/2 FEET WIDE AND PROJECTS ABOUT 1/2 FOOT, 55
 FC0095'FEET NORTHWEST OF THE NORTHWEST RAIL, 17 1/2 FEET SOUTHWEST OF
 FC0095'THE CENTER LINE OF THE DRIVE AND ABOUT LEVEL WITH THE TRACK AND
 FC0095'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0323 ***********************************************************************
 FF0323  DESIGNATION -  E 261
 FF0323  PID         -  FF0323
 FF0323  STATE/COUNTY-  TN/SHELBY
 FF0323  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0323
 FF0323                         *CURRENT SURVEY CONTROL
 FF0323  ___________________________________________________________________
 FF0323* NAD 83(1986)-  35 12 48.     (N)    090 01 53.     (W)     SCALED    
 FF0323* NAVD 88     -        79.025  (meters)     259.27   (feet)  ADJUSTED  
 FF0323  ___________________________________________________________________
 FF0323  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0323  DYNAMIC HT  -          78.954 (meters)     259.03  (feet)  COMP
 FF0323  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF0323
 FF0323  VERT ORDER  -  FIRST     CLASS I
 FF0323
 FF0323.The horizontal coordinates were scaled from a topographic map and have
 FF0323.an estimated accuracy of +/- 6 seconds.
 FF0323
 FF0323.The orthometric height was determined by differential leveling
 FF0323.and adjusted by the National Geodetic Survey in June 1991..
 FF0323
 FF0323.The geoid height was determined by GEOID03.
 FF0323
 FF0323.The dynamic height is computed by dividing the NAVD 88
 FF0323.geopotential number by the normal gravity value computed on the
 FF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0323.degrees latitude (g = 980.6199 gals.).
 FF0323
 FF0323.The modeled gravity was interpolated from observed gravity values.
 FF0323
 FF0323;                    North         East    Units  Estimated Accuracy
 FF0323;SPC TN       -   105,200.      233,040.      MT  (+/- 180 meters Scaled)
 FF0323
 FF0323                          SUPERSEDED SURVEY CONTROL
 FF0323
 FF0323  NGVD 29 (??/??/??)   78.980  (m)          259.12   (f) ADJUSTED    1 1
 FF0323
 FF0323.Superseded values are not recommended for survey control.
 FF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0323.See file dsdata.txt to determine how the superseded data were derived.
 FF0323
 FF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV702007(NAD 83)
 FF0323_MARKER: DB = BENCH MARK DISK
 FF0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0323_SP_SET: 48 FEET
 FF0323_STAMPING: E 261 1974
 FF0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0323+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0323
 FF0323  HISTORY     - Date     Condition        Report By
 FF0323  HISTORY     - 1974     MONUMENTED       NGS
 FF0323  HISTORY     - 19941220 GOOD             TN1620
 FF0323  HISTORY     - 20021022 GOOD             USACE
 FF0323
 FF0323                          STATION DESCRIPTION
 FF0323
 FF0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0323'AT FRAYSER.
 FF0323'AT FRAYSER, 0.55 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE
 FF0323'OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD, NEAR THE NORTHWEST
 FF0323'CORNER OF PARKING AREA FOR THE SOUTH GATE SHOPPING CENTER, 138 FEET
 FF0323'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE KROGER STORE, 56
 FF0323'FEET SOUTH OF THE CENTER LINE OF THE NORTHWEST EXIT, 24 FEET EAST
 FF0323'OF THE CENTER LINE OF THE EAST LANE OF U.S. HIGHWAY 51, 3.5 FEET
 FF0323'WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 1.2 FEET EAST OF THE
 FF0323'EAST EDGE OF CONCRETE CURBING OF HIGHWAY, 1.7 FEET SOUTH OF POWER
 FF0323'POLE 6637, 1 FOOT ABOVE HIGHWAY AND ON TOP OF A COPPER COATED
 FF0323'STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FF0323'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 FF0323'48 FEET.
 FF0323
 FF0323                          STATION RECOVERY (1994)
 FF0323
 FF0323'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0323'RECOVERED IN GOOD CONDITION.
 FF0323
 FF0323                          STATION RECOVERY (2002)
 FF0323
 FF0323'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1359 ***********************************************************************
 FE1359  DESIGNATION -  E 262
 FE1359  PID         -  FE1359
 FE1359  STATE/COUNTY-  TN/TIPTON
 FE1359  USGS QUAD   -  MUNFORD (1983)
 FE1359
 FE1359                         *CURRENT SURVEY CONTROL
 FE1359  ___________________________________________________________________
 FE1359* NAD 83(1986)-  35 25 35.     (N)    089 48 42.     (W)     SCALED    
 FE1359* NAVD 88     -       109.043  (meters)     357.75   (feet)  ADJUSTED  
 FE1359  ___________________________________________________________________
 FE1359  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1359  DYNAMIC HT  -         108.947 (meters)     357.44  (feet)  COMP
 FE1359  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 FE1359
 FE1359  VERT ORDER  -  FIRST     CLASS I
 FE1359
 FE1359.The horizontal coordinates were scaled from a topographic map and have
 FE1359.an estimated accuracy of +/- 6 seconds.
 FE1359
 FE1359.The orthometric height was determined by differential leveling
 FE1359.and adjusted by the National Geodetic Survey in June 1991..
 FE1359
 FE1359.The geoid height was determined by GEOID03.
 FE1359
 FE1359.The dynamic height is computed by dividing the NAVD 88
 FE1359.geopotential number by the normal gravity value computed on the
 FE1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1359.degrees latitude (g = 980.6199 gals.).
 FE1359
 FE1359.The modeled gravity was interpolated from observed gravity values.
 FE1359
 FE1359;                    North         East    Units  Estimated Accuracy
 FE1359;SPC TN       -   128,010.      253,950.      MT  (+/- 180 meters Scaled)
 FE1359
 FE1359                          SUPERSEDED SURVEY CONTROL
 FE1359
 FE1359  NGVD 29 (??/??/??)  109.015  (m)          357.66   (f) ADJUSTED    1 1
 FE1359
 FE1359.Superseded values are not recommended for survey control.
 FE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1359.See file dsdata.txt to determine how the superseded data were derived.
 FE1359
 FE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE447239(NAD 83)
 FE1359_MARKER: DB = BENCH MARK DISK
 FE1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1359_SP_SET: CULVERT
 FE1359_STAMPING: E 262 1957
 FE1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1359+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1359
 FE1359  HISTORY     - Date     Condition        Report By
 FE1359  HISTORY     - 1957     MONUMENTED       CGS
 FE1359  HISTORY     - 1974     GOOD             NGS
 FE1359  HISTORY     - 20021003 GOOD             USACE
 FE1359
 FE1359                          STATION DESCRIPTION
 FE1359
 FE1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1359'1.8 MI SW FROM CROSSTOWN.
 FE1359'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1359'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, 0.25 MILE SOUTHWEST
 FE1359'OF A ROADSIDE PARK, 47 FEET NORTHWEST OF THE SOUTHEAST LANE OF 4
 FE1359'LANES OF THE HIGHWAY, 39.5 FEET SOUTHEAST OF THE CENTER LINE OF
 FE1359'THE NORTHWEST LANE OF HIGHWAY, 55 FEET SOUTHWEST OF THE CENTER
 FE1359'LINE OF A PAVED CROSSOVER BETWEEN LANES OF HIGHWAY, SET IN TOP
 FE1359'AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A 14 FT BY 8 FT
 FE1359'BOX CULVERT UNDER THE NORTHWEST LANE OF HIGHWAY, 3 FEET BELOW
 FE1359'THE NORTHWEST LANE.
 FE1359
 FE1359                          STATION RECOVERY (2002)
 FE1359
 FE1359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1705 ***********************************************************************
 FE1705  DESIGNATION -  E 263
 FE1705  PID         -  FE1705
 FE1705  STATE/COUNTY-  TN/LAUDERDALE
 FE1705  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1705
 FE1705                         *CURRENT SURVEY CONTROL
 FE1705  ___________________________________________________________________
 FE1705* NAD 83(1986)-  35 42 13.     (N)    089 34 11.     (W)     SCALED    
 FE1705* NAVD 88     -       116.808  (meters)     383.23   (feet)  ADJUSTED  
 FE1705  ___________________________________________________________________
 FE1705  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1705  DYNAMIC HT  -         116.708 (meters)     382.90  (feet)  COMP
 FE1705  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FE1705
 FE1705  VERT ORDER  -  FIRST     CLASS I
 FE1705
 FE1705.The horizontal coordinates were scaled from a topographic map and have
 FE1705.an estimated accuracy of +/- 6 seconds.
 FE1705
 FE1705.The orthometric height was determined by differential leveling
 FE1705.and adjusted by the National Geodetic Survey in June 1991..
 FE1705
 FE1705.The geoid height was determined by GEOID03.
 FE1705
 FE1705.The dynamic height is computed by dividing the NAVD 88
 FE1705.geopotential number by the normal gravity value computed on the
 FE1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1705.degrees latitude (g = 980.6199 gals.).
 FE1705
 FE1705.The modeled gravity was interpolated from observed gravity values.
 FE1705
 FE1705;                    North         East    Units  Estimated Accuracy
 FE1705;SPC TN       -   157,920.      277,030.      MT  (+/- 180 meters Scaled)
 FE1705
 FE1705                          SUPERSEDED SURVEY CONTROL
 FE1705
 FE1705  NGVD 29 (??/??/??)  116.767  (m)          383.09   (f) ADJUSTED    1 1
 FE1705
 FE1705.Superseded values are not recommended for survey control.
 FE1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1705.See file dsdata.txt to determine how the superseded data were derived.
 FE1705
 FE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE675541(NAD 83)
 FE1705_MARKER: DB = BENCH MARK DISK
 FE1705_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1705+WITH SETTING: INTO GROUND
 FE1705_STAMPING: E 263 1974
 FE1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1705+STABILITY: SURFACE MOTION
 FE1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1705+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1705
 FE1705  HISTORY     - Date     Condition        Report By
 FE1705  HISTORY     - 1974     MONUMENTED       NGS
 FE1705  HISTORY     - 20020808 GOOD             USACE
 FE1705
 FE1705                          STATION DESCRIPTION
 FE1705
 FE1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1705'2.7 MI N FROM HENNING.
 FE1705'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1705'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 1.9 MILES NORTHEAST
 FE1705'ALONG NEW U.S. HIGHWAY 51, 1.5 FEET EAST OF THE EAST PIPE CORNER
 FE1705'POST IN A CHAIN LINK FENCE SURROUNDING METAL BUILDING OF THE
 FE1705'TENNESSEE BUREAU OF HIGHWAYS (COUNTY MTCE HEADQUARTERS), 59.8 FEET
 FE1705'NORTH OF THE NORTH CORNER OF THE BUILDING, 26.2 FEET SOUTHWEST
 FE1705'OF A POWER POLE BEARING A TRANSFORMER, 1.5 FEET EAST OF THE EAST
 FE1705'CORNER OF AN ASPHALT PARKING AREA, 0.85 MILE NORTHEAST OF D 263,
 FE1705'1 FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT
 FE1705'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 FE1705'THE DISK IS 2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH
 FE1705'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1705
 FE1705                          STATION RECOVERY (2002)
 FE1705
 FE1705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1705'DESCRIPTION CORRECTION
 FE1705'DESCRIPTION READS ...MARK IS 1.5 FT E OF E PIPE CORNER...
 FE1705'DESCRIPTION SHOULD READ ...MARK IS 1.5 FT NW OF NW PIPE CORNER OST OF
 FE1705'CHAINLINK FENCE...
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1858 ***********************************************************************
 FE1858  DESIGNATION -  E 264
 FE1858  PID         -  FE1858
 FE1858  STATE/COUNTY-  TN/LAUDERDALE
 FE1858  USGS QUAD   -  KNOB CREEK (1972)
 FE1858
 FE1858                         *CURRENT SURVEY CONTROL
 FE1858  ___________________________________________________________________
 FE1858* NAD 83(1986)-  35 55 04.     (N)    089 32 29.     (W)     SCALED    
 FE1858* NAVD 88     -        78.248  (meters)     256.72   (feet)  ADJUSTED  
 FE1858  ___________________________________________________________________
 FE1858  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1858  DYNAMIC HT  -          78.182 (meters)     256.50  (feet)  COMP
 FE1858  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 FE1858
 FE1858  VERT ORDER  -  FIRST     CLASS I
 FE1858
 FE1858.The horizontal coordinates were scaled from a topographic map and have
 FE1858.an estimated accuracy of +/- 6 seconds.
 FE1858
 FE1858.The orthometric height was determined by differential leveling
 FE1858.and adjusted by the National Geodetic Survey in June 1991..
 FE1858
 FE1858.The geoid height was determined by GEOID03.
 FE1858
 FE1858.The dynamic height is computed by dividing the NAVD 88
 FE1858.geopotential number by the normal gravity value computed on the
 FE1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1858.degrees latitude (g = 980.6199 gals.).
 FE1858
 FE1858.The modeled gravity was interpolated from observed gravity values.
 FE1858
 FE1858;                    North         East    Units  Estimated Accuracy
 FE1858;SPC TN       -   181,580.      280,450.      MT  (+/- 180 meters Scaled)
 FE1858
 FE1858                          SUPERSEDED SURVEY CONTROL
 FE1858
 FE1858  NGVD 29 (??/??/??)   78.190  (m)          256.53   (f) ADJUSTED    1 1
 FE1858
 FE1858.Superseded values are not recommended for survey control.
 FE1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1858.See file dsdata.txt to determine how the superseded data were derived.
 FE1858
 FE1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE706778(NAD 83)
 FE1858_MARKER: DB = BENCH MARK DISK
 FE1858_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1858+WITH SETTING: INTO GROUND
 FE1858_STAMPING: E 264 1974
 FE1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1858+STABILITY: SURFACE MOTION
 FE1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1858+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 FE1858
 FE1858  HISTORY     - Date     Condition        Report By
 FE1858  HISTORY     - 1974     MONUMENTED       NGS
 FE1858  HISTORY     - 20020806 GOOD             USACE
 FE1858
 FE1858                          STATION DESCRIPTION
 FE1858
 FE1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1858'9 MI W FROM HALLS.
 FE1858'ABOUT 8.95 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1858'BAPTIST CHURCH AT HALLS, ABOUT 2.45 MILES WEST OF SMALL COMMUNITY
 FE1858'OF PORTER GAP, 29.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FE1858'129 FEET WEST OF THE CENTER LINE OF DRIVEWAY LEADING TO FARM
 FE1858'HOUSE, 100 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF WOODEN
 FE1858'GARAGE FOR FARM EQUIPMENT, 102.5 FEET SOUTHWEST OF AND ACROSS
 FE1858'HIGHWAY FROM UNDERGROUND MARKER POST, 9.5 FEET SOUTH OF GUY WIRE
 FE1858'FOR POWER POLE, 3.1 FEET NORTH OF POWER POLE WITH TRANSFORMER
 FE1858'AND GUY WIRE AND WITNESS SIGN NAILED ON IT, 3 FEET BELOW LEVEL
 FE1858'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE1858'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT
 FE1858'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 FE1858'PROJECTING 0.25 FOOT.
 FE1858
 FE1858                          STATION RECOVERY (2002)
 FE1858
 FE1858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1126 ***********************************************************************
 GD1126  DESIGNATION -  E 265
 GD1126  PID         -  GD1126
 GD1126  STATE/COUNTY-  TN/OBION
 GD1126  USGS QUAD   -  MISTON (1983)
 GD1126
 GD1126                         *CURRENT SURVEY CONTROL
 GD1126  ___________________________________________________________________
 GD1126* NAD 83(1986)-  36 13 32.     (N)    089 28 21.     (W)     SCALED    
 GD1126* NAVD 88     -        83.909  (meters)     275.29   (feet)  ADJUSTED  
 GD1126  ___________________________________________________________________
 GD1126  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1126  DYNAMIC HT  -          83.839 (meters)     275.06  (feet)  COMP
 GD1126  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GD1126
 GD1126  VERT ORDER  -  FIRST     CLASS I
 GD1126
 GD1126.The horizontal coordinates were scaled from a topographic map and have
 GD1126.an estimated accuracy of +/- 6 seconds.
 GD1126
 GD1126.The orthometric height was determined by differential leveling
 GD1126.and adjusted by the National Geodetic Survey in June 1991..
 GD1126
 GD1126.The geoid height was determined by GEOID03.
 GD1126
 GD1126.The dynamic height is computed by dividing the NAVD 88
 GD1126.geopotential number by the normal gravity value computed on the
 GD1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1126.degrees latitude (g = 980.6199 gals.).
 GD1126
 GD1126.The modeled gravity was interpolated from observed gravity values.
 GD1126
 GD1126;                    North         East    Units  Estimated Accuracy
 GD1126;SPC TN       -   215,480.      287,880.      MT  (+/- 180 meters Scaled)
 GD1126
 GD1126                          SUPERSEDED SURVEY CONTROL
 GD1126
 GD1126  NGVD 29 (??/??/??)   83.832  (m)          275.04   (f) ADJUSTED    1 1
 GD1126
 GD1126.Superseded values are not recommended for survey control.
 GD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1126.See file dsdata.txt to determine how the superseded data were derived.
 GD1126
 GD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777118(NAD 83)
 GD1126_MARKER: DB = BENCH MARK DISK
 GD1126_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1126+WITH SETTING: INTO GROUND
 GD1126_STAMPING: E 265 1974
 GD1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1126+STABILITY: SURFACE MOTION
 GD1126
 GD1126  HISTORY     - Date     Condition        Report By
 GD1126  HISTORY     - 1974     MONUMENTED       NGS
 GD1126  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1126
 GD1126                          STATION DESCRIPTION
 GD1126
 GD1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1126'2.65 MI S FROM RIDGELY.
 GD1126'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1126'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY.  ALSO 4.85 MILES
 GD1126'NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION WITH STATE HIGHWAY
 GD1126'103 AT BOGOTA, SET NEAR THE SOUTH EDGE OF THE REELFOOT BAYOU BRIDGE,
 GD1126'93.7 FEET SOUTHEAST OF A 40-INCH OAK TREE, 41 FEET SOUTHWEST OF THE
 GD1126'CENTER LINE OF THE HIGHWAY, 85 FEET SOUTH OF THE SOUTH CORNER OF THE
 GD1126'SOUTHEAST END OF BRIDGE NO. 66-78-0.99 OVER THE REELFOOT BAYOU, 9.2
 GD1126'FEET SOUTH-SOUTHEAST OF A GUY WIRE, 3.4 FEET NORTH-NORTHWEST OF A
 GD1126'POWER POLE (WHICH IS THE END OF POWER LINE), WITH ONE GUY WIRE AND
 GD1126'WITNESS SIGN, 8 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A
 GD1126'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 GD1126'THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 GD1126'PIPE PROJECTING 0.05 FOOT.
 GD1126
 GD1126                          STATION RECOVERY (2002)
 GD1126
 GD1126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1126'SUSPECTED DESTROYED DUE TO NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1093 ***********************************************************************
 FD1093  DESIGNATION -  E 27
 FD1093  PID         -  FD1093
 FD1093  STATE/COUNTY-  TN/HUMPHREYS
 FD1093  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1093
 FD1093                         *CURRENT SURVEY CONTROL
 FD1093  ___________________________________________________________________
 FD1093* NAD 83(1986)-  35 57 40.     (N)    087 47 04.     (W)     SCALED    
 FD1093* NAVD 88     -       124.878  (meters)     409.70   (feet)  ADJUSTED  
 FD1093  ___________________________________________________________________
 FD1093  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1093  DYNAMIC HT  -         124.771 (meters)     409.35  (feet)  COMP
 FD1093  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 FD1093
 FD1093  VERT ORDER  -  SECOND    CLASS 0
 FD1093
 FD1093.The horizontal coordinates were scaled from a topographic map and have
 FD1093.an estimated accuracy of +/- 6 seconds.
 FD1093
 FD1093.The orthometric height was determined by differential leveling
 FD1093.and adjusted by the National Geodetic Survey in June 1991..
 FD1093
 FD1093.The geoid height was determined by GEOID03.
 FD1093
 FD1093.The dynamic height is computed by dividing the NAVD 88
 FD1093.geopotential number by the normal gravity value computed on the
 FD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1093.degrees latitude (g = 980.6199 gals.).
 FD1093
 FD1093.The modeled gravity was interpolated from observed gravity values.
 FD1093
 FD1093;                    North         East    Units  Estimated Accuracy
 FD1093;SPC TN       -   182,070.      439,050.      MT  (+/- 180 meters Scaled)
 FD1093
 FD1093                          SUPERSEDED SURVEY CONTROL
 FD1093
 FD1093  NGVD 29 (??/??/92)  124.911  (m)          409.81   (f) ADJ UNCH    2 0
 FD1093
 FD1093.Superseded values are not recommended for survey control.
 FD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1093.See file dsdata.txt to determine how the superseded data were derived.
 FD1093
 FD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE292799(NAD 83)
 FD1093_MARKER: DB = BENCH MARK DISK
 FD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1093_STAMPING: E 27 1934
 FD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1093+STABILITY: SURFACE MOTION
 FD1093
 FD1093  HISTORY     - Date     Condition        Report By
 FD1093  HISTORY     - 1934     MONUMENTED       CGS
 FD1093  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1093  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1093
 FD1093                          STATION DESCRIPTION
 FD1093
 FD1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1093'9.7 MI S FROM WAVERLY.
 FD1093'9.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1093'COUNTY, ABOUT 2-1/2 MILES NORTHEAST OF THE BRIDGE OVER DUCK
 FD1093'RIVER, 60 FEET SOUTH OF AN 8-INCH SYCAMORE TREE, 25 FEET
 FD1093'NORTHWEST OF A 24-INCH OAK TREE, 16 FEET NORTH OF A GATE IN A
 FD1093'FENCE AROUND A CULTIVATED FIELD, 10 FEET WEST OF THE CENTER LINE
 FD1093'OF THE HIGHWAY, AND 2 FEET WEST OF THE FENCE.  SET IN THE TOP OF
 FD1093'A CONCRETE POST.
 FD1093
 FD1093                          STATION RECOVERY (1973)
 FD1093
 FD1093'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1343 ***********************************************************************
 GC1343  DESIGNATION -  E 28
 GC1343  PID         -  GC1343
 GC1343  STATE/COUNTY-  TN/DICKSON
 GC1343  USGS QUAD   -  BURNS (1986)
 GC1343
 GC1343                         *CURRENT SURVEY CONTROL
 GC1343  ___________________________________________________________________
 GC1343* NAD 83(1986)-  36 05 17.     (N)    087 15 22.     (W)     SCALED    
 GC1343* NAVD 88     -       252.536  (meters)     828.53   (feet)  ADJUSTED  
 GC1343  ___________________________________________________________________
 GC1343  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1343  DYNAMIC HT  -         252.315 (meters)     827.80  (feet)  COMP
 GC1343  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 GC1343
 GC1343  VERT ORDER  -  FIRST     CLASS II
 GC1343
 GC1343.The horizontal coordinates were scaled from a topographic map and have
 GC1343.an estimated accuracy of +/- 6 seconds.
 GC1343
 GC1343.The orthometric height was determined by differential leveling
 GC1343.and adjusted by the National Geodetic Survey in June 1991..
 GC1343
 GC1343.The geoid height was determined by GEOID03.
 GC1343
 GC1343.The dynamic height is computed by dividing the NAVD 88
 GC1343.geopotential number by the normal gravity value computed on the
 GC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1343.degrees latitude (g = 980.6199 gals.).
 GC1343
 GC1343.The modeled gravity was interpolated from observed gravity values.
 GC1343
 GC1343;                    North         East    Units  Estimated Accuracy
 GC1343;SPC TN       -   195,410.      486,880.      MT  (+/- 180 meters Scaled)
 GC1343
 GC1343                          SUPERSEDED SURVEY CONTROL
 GC1343
 GC1343  NGVD 29 (??/??/92)  252.533  (m)          828.52   (f) ADJ UNCH    1 2
 GC1343
 GC1343.Superseded values are not recommended for survey control.
 GC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1343.See file dsdata.txt to determine how the superseded data were derived.
 GC1343
 GC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE769937(NAD 83)
 GC1343_MARKER: DB = BENCH MARK DISK
 GC1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1343_STAMPING: 828.824 E 28 1934
 GC1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1343+STABILITY: SURFACE MOTION
 GC1343
 GC1343  HISTORY     - Date     Condition        Report By
 GC1343  HISTORY     - 1934     MONUMENTED       CGS
 GC1343  HISTORY     - 1948     GOOD             NGS
 GC1343
 GC1343                          STATION DESCRIPTION
 GC1343
 GC1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1343'2.7 MI W FROM WHITE BLUFF.
 GC1343'2.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1343'RAILWAY FROM THE STATION AT WHITE BLUFF, BETWEEN THE RAILWAY
 GC1343'AND OLD U.S. HIGHWAY 70 ROUTE, ON TOP OF A 5-FOOT CUT ALONG THE
 GC1343'EAST SIDE OF AN ABANDONED RAILWAY BED, OPPOSITE A POINT MIDWAY
 GC1343'BETWEEN POLES 32+31 AND 32+32, 182 FEET EAST OF THE EAST
 GC1343'RAIL OF THE TRACK, 33 FEET EAST OF THE CENTER LINE OF THE
 GC1343'ABANDONED RAILWAY BED, 131 FEET WEST OF THE CENTER LINE OF THE
 GC1343'OLD HIGHWAY, 37 FEET SOUTH OF A TELEPHONE POLE, 15 FEET EAST OF
 GC1343'A WHITE WOODEN WITNESS POST, ABOUT 14 FEET ABOVE THE TRACKS IN THE
 GC1343'WEST EDGE OF A CULTIVATED FIELD AND SET IN THE TOP OF A CONCRETE
 GC1343'POST PROJECTING 2 INCHES.  MARK IS ABOUT 4.2 MILES EAST OF THE
 GC1343'STATION AT BURNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0731 ***********************************************************************
 FD0731  DESIGNATION -  E 29
 FD0731  PID         -  FD0731
 FD0731  STATE/COUNTY-  TN/HICKMAN
 FD0731  USGS QUAD   -  SUNRISE (1979)
 FD0731
 FD0731                         *CURRENT SURVEY CONTROL
 FD0731  ___________________________________________________________________
 FD0731* NAD 83(1986)-  35 44 14.     (N)    087 28 27.     (W)     SCALED    
 FD0731* NAVD 88     -       174.038  (meters)     570.99   (feet)  ADJUSTED  
 FD0731  ___________________________________________________________________
 FD0731  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0731  DYNAMIC HT  -         173.883 (meters)     570.48  (feet)  COMP
 FD0731  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 FD0731
 FD0731  VERT ORDER  -  SECOND    CLASS 0
 FD0731
 FD0731.The horizontal coordinates were scaled from a topographic map and have
 FD0731.an estimated accuracy of +/- 6 seconds.
 FD0731
 FD0731.The orthometric height was determined by differential leveling
 FD0731.and adjusted by the National Geodetic Survey in June 1991..
 FD0731
 FD0731.The geoid height was determined by GEOID03.
 FD0731
 FD0731.The dynamic height is computed by dividing the NAVD 88
 FD0731.geopotential number by the normal gravity value computed on the
 FD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0731.degrees latitude (g = 980.6199 gals.).
 FD0731
 FD0731.The modeled gravity was interpolated from observed gravity values.
 FD0731
 FD0731;                    North         East    Units  Estimated Accuracy
 FD0731;SPC TN       -   156,760.      466,660.      MT  (+/- 180 meters Scaled)
 FD0731
 FD0731                          SUPERSEDED SURVEY CONTROL
 FD0731
 FD0731  NGVD 29 (??/??/92)  174.022  (m)          570.94   (f) ADJ UNCH    2 0
 FD0731
 FD0731.Superseded values are not recommended for survey control.
 FD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0731.See file dsdata.txt to determine how the superseded data were derived.
 FD0731
 FD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE571549(NAD 83)
 FD0731_MARKER: DB = BENCH MARK DISK
 FD0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0731_STAMPING: E 29 1934
 FD0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0731+STABILITY: SURFACE MOTION
 FD0731
 FD0731  HISTORY     - Date     Condition        Report By
 FD0731  HISTORY     - 1934     MONUMENTED       CGS
 FD0731
 FD0731                          STATION DESCRIPTION
 FD0731
 FD0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0731'3.2 MI S FROM CENTERVILLE.
 FD0731'3.2 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0731'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 11 RAILS SOUTH OF
 FD0731'THE STATION SIGN AT DEANS, 10-1/2 POLES SOUTH OF MILEPOST 35,
 FD0731'40 FEET SOUTH OF TELEPHONE POLE 3087, 20 FEET EAST OF THE
 FD0731'CENTERLINE OF THE TRACK, AND 2 FEET WEST OF A FENCE.  A STANDARD
 FD0731'DISK, STAMPED E 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3747 ***********************************************************************
 FB3747  DESIGNATION -  E 292 RESET
 FB3747  PID         -  FB3747
 FB3747  STATE/COUNTY-  TN/KNOX
 FB3747  USGS QUAD   -  KNOXVILLE (1978)
 FB3747
 FB3747                         *CURRENT SURVEY CONTROL
 FB3747  ___________________________________________________________________
 FB3747* NAD 83(1986)-  35 55 21.     (N)    083 55 31.     (W)     SCALED    
 FB3747* NAVD 88     -       269.74   (meters)     885.0    (feet)  RESET     
 FB3747  ___________________________________________________________________
 FB3747  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB3747
 FB3747  VERT ORDER  -  THIRD
 FB3747
 FB3747.The horizontal coordinates were scaled from a topographic map and have
 FB3747.an estimated accuracy of +/- 6 seconds.
 FB3747
 FB3747.The orthometric height was computed from unverified reset data.
 FB3747.No vertical observational check was made to the station.
 FB3747
 FB3747.The geoid height was determined by GEOID03.
 FB3747
 FB3747;                    North         East    Units  Estimated Accuracy
 FB3747;SPC TN       -   178,300.      787,220.      MT  (+/- 180 meters Scaled)
 FB3747
 FB3747                          SUPERSEDED SURVEY CONTROL
 FB3747
 FB3747  NGVD 29 (10/12/01)  269.87   (m)          885.4    (f) RESET       3  
 FB3747
 FB3747.Superseded values are not recommended for survey control.
 FB3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3747.See file dsdata.txt to determine how the superseded data were derived.
 FB3747
 FB3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360793(NAD 83)
 FB3747_MARKER: DB = BENCH MARK DISK
 FB3747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB3747_SP_SET: HEADWALL
 FB3747_STAMPING: E 292 RESET 1984
 FB3747_MARK LOGO: NGS   
 FB3747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3747+STABILITY: SURFACE MOTION
 FB3747
 FB3747  HISTORY     - Date     Condition        Report By
 FB3747  HISTORY     - 1984     MONUMENTED       NGS
 FB3747
 FB3747                          STATION DESCRIPTION
 FB3747
 FB3747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FB3747'4.3 KM (2.65 MI) SOUTH FROM KNOXVILLE.
 FB3747'1.6 KM (1.00 MI) SOUTHEAST ALONG US HIGHWAY 441 FROM THE HENLEY STREET
 FB3747'BRIDGE OVER THE TENNESSEE RIVER IN SOUTH KNOXVILLE, THEN 2.7 KM
 FB3747'(1.70 MI) SOUTHWEST ON STATE HIGHWAY 33 (MARYVILLE PIKE), THEN LEFT
 FB3747'(SOUTHEAST) ON JOE LEWIS ROAD 0.1 KM (0.05 MI) TO THE MARK ON THE
 FB3747'LEFT, 103 M (337.9 FT) SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 33
 FB3747'AND 6.86 M (22.5 FT) NORTH OF THE CENTERLINE OF JOE LEWIS ROAD SET IN
 FB3747'THE TOP OF A CULVERT HEADWALL.
 FB3747'THE MARK IS 1.1 METERS  W FROM  END OF HEADWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1621 ***********************************************************************
 FC1621  DESIGNATION -  E 293
 FC1621  PID         -  FC1621
 FC1621  STATE/COUNTY-  TN/MARION
 FC1621  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1621
 FC1621                         *CURRENT SURVEY CONTROL
 FC1621  ___________________________________________________________________
 FC1621* NAD 83(1986)-  35 00 28.     (N)    085 39 59.     (W)     SCALED    
 FC1621* NAVD 88     -       228.002  (meters)     748.04   (feet)  ADJUSTED  
 FC1621  ___________________________________________________________________
 FC1621  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1621  DYNAMIC HT  -         227.780 (meters)     747.31  (feet)  COMP
 FC1621  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC1621
 FC1621  VERT ORDER  -  FIRST     CLASS II
 FC1621
 FC1621.The horizontal coordinates were scaled from a topographic map and have
 FC1621.an estimated accuracy of +/- 6 seconds.
 FC1621
 FC1621.The orthometric height was determined by differential leveling
 FC1621.and adjusted by the National Geodetic Survey in June 1991..
 FC1621
 FC1621.The geoid height was determined by GEOID03.
 FC1621
 FC1621.The dynamic height is computed by dividing the NAVD 88
 FC1621.geopotential number by the normal gravity value computed on the
 FC1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1621.degrees latitude (g = 980.6199 gals.).
 FC1621
 FC1621.The modeled gravity was interpolated from observed gravity values.
 FC1621
 FC1621;                    North         East    Units  Estimated Accuracy
 FC1621;SPC TN       -    74,880.      630,450.      MT  (+/- 180 meters Scaled)
 FC1621
 FC1621                          SUPERSEDED SURVEY CONTROL
 FC1621
 FC1621.No superseded survey control is available for this station.
 FC1621
 FC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD216747(NAD 83)
 FC1621_MARKER: I = METAL ROD
 FC1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1621_SP_SET: STAINLESS STEEL ROD
 FC1621_STAMPING: E 293 1983
 FC1621_MARK LOGO: NGS   
 FC1621_PROJECTION: RECESSED 5 CENTIMETERS
 FC1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1621_ROD/PIPE-DEPTH: 7.6  meters
 FC1621
 FC1621  HISTORY     - Date     Condition        Report By
 FC1621  HISTORY     - 1983     MONUMENTED       NGS
 FC1621
 FC1621                          STATION DESCRIPTION
 FC1621
 FC1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1621'4.4 KM (2.75 MI) EAST FROM SOUTH PITTSBURG.
 FC1621'0.1 KM (0.05 MI) NORTH ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH
 FC1621'PITTSBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 3RD STREET, THENCE
 FC1621'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR AVENUE),
 FC1621'THENCE 3.5 KM (2.2 MI) EASTERLY ALONG STATE HIGHWAY 156, AT THE SMALL
 FC1621'COMMUNITY OF NEW HOPE, 8.04 METERS (26.4 FT) SOUTH-SOUTHWEST OF THE
 FC1621'CENTERLINE OF THE HIGHWAY, 25.97 METERS (85.2 FT) NORTH-NORTHEAST OF
 FC1621'THE NORTHWEST CORNER OF A SMALL HOUSE, 17.07 METERS (56.0 FT)
 FC1621'SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST,
 FC1621'13.62 METERS (44.7 FT) SOUTH OF THE CENTER OF A TELEPHONE JUNCTION
 FC1621'BOX, AND 0.73 METERS (2.4 FT) EAST-NORTHEAST OF POWERLINE POLE NUMBER
 FC1621'34 WITH TRANSFORMER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1621'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FC1621'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1643 ***********************************************************************
 FC1643  DESIGNATION -  E 294
 FC1643  PID         -  FC1643
 FC1643  STATE/COUNTY-  TN/HAMILTON
 FC1643  USGS QUAD   -  OOLTEWAH (1976)
 FC1643
 FC1643                         *CURRENT SURVEY CONTROL
 FC1643  ___________________________________________________________________
 FC1643* NAD 83(1986)-  35 05 02.     (N)    085 04 28.     (W)     SCALED    
 FC1643* NAVD 88     -       231.284  (meters)     758.80   (feet)  ADJUSTED  
 FC1643  ___________________________________________________________________
 FC1643  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1643  DYNAMIC HT  -         231.053 (meters)     758.05  (feet)  COMP
 FC1643  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 FC1643
 FC1643  VERT ORDER  -  FIRST     CLASS II
 FC1643
 FC1643.The horizontal coordinates were scaled from a topographic map and have
 FC1643.an estimated accuracy of +/- 6 seconds.
 FC1643
 FC1643.The orthometric height was determined by differential leveling
 FC1643.and adjusted by the National Geodetic Survey in June 1991..
 FC1643
 FC1643.The geoid height was determined by GEOID03.
 FC1643
 FC1643.The dynamic height is computed by dividing the NAVD 88
 FC1643.geopotential number by the normal gravity value computed on the
 FC1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1643.degrees latitude (g = 980.6199 gals.).
 FC1643
 FC1643.The modeled gravity was interpolated from observed gravity values.
 FC1643
 FC1643;                    North         East    Units  Estimated Accuracy
 FC1643;SPC TN       -    83,670.      684,410.      MT  (+/- 180 meters Scaled)
 FC1643
 FC1643                          SUPERSEDED SURVEY CONTROL
 FC1643
 FC1643.No superseded survey control is available for this station.
 FC1643
 FC1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD755840(NAD 83)
 FC1643_MARKER: I = METAL ROD
 FC1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1643_SP_SET: STAINLESS STEEL ROD
 FC1643_STAMPING: E 294 1983
 FC1643_MARK LOGO: NGS   
 FC1643_PROJECTION: FLUSH
 FC1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1643_ROD/PIPE-DEPTH: 5.8  meters
 FC1643
 FC1643  HISTORY     - Date     Condition        Report By
 FC1643  HISTORY     - 1983     MONUMENTED       NGS
 FC1643
 FC1643                          STATION DESCRIPTION
 FC1643
 FC1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1643'1.8 KM (1.1 MI) WEST FROM OOLTEWAH.
 FC1643'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY)
 FC1643'FROM THE CHURCH OF GOD CHURCH IN OOLTEWAH, THENCE 0.6 KM (0.35 MI)
 FC1643'SOUTHWEST ALONG INTERSTATE HIGHWAY 75, NEAR A POWERLINE CROSSING,
 FC1643'9.0 METERS (29.5 FT) SOUTH OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 FC1643'THE HIGHWAY, 1.31 METERS (4.3 FT) NORTH-NORTHWEST OF A POWERLINE POLE,
 FC1643'AND 0.46 METERS (1.5 FT) NORTH OF A CHAIN LINK FENCE.  NOTE, THE ROD
 FC1643'WAS DRIVEN TO REFUSAL.
 FC1643'THE MARK IS 1.9 METERS  W FROM A WITNESS POST.
 FC1643'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1605 ***********************************************************************
 FC1605  DESIGNATION -  E 295
 FC1605  PID         -  FC1605
 FC1605  STATE/COUNTY-  TN/BLOUNT
 FC1605  USGS QUAD   -  TALLASSEE (1985)
 FC1605
 FC1605                         *CURRENT SURVEY CONTROL
 FC1605  ___________________________________________________________________
 FC1605* NAD 83(1986)-  35 36 04.     (N)    084 05 47.     (W)     SCALED    
 FC1605* NAVD 88     -       270.656  (meters)     887.98   (feet)  ADJUSTED  
 FC1605  ___________________________________________________________________
 FC1605  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1605  DYNAMIC HT  -         270.399 (meters)     887.13  (feet)  COMP
 FC1605  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 FC1605
 FC1605  VERT ORDER  -  FIRST     CLASS II
 FC1605
 FC1605.The horizontal coordinates were scaled from a topographic map and have
 FC1605.an estimated accuracy of +/- 6 seconds.
 FC1605
 FC1605.The orthometric height was determined by differential leveling
 FC1605.and adjusted by the National Geodetic Survey in June 1991..
 FC1605
 FC1605.The geoid height was determined by GEOID03.
 FC1605
 FC1605.The dynamic height is computed by dividing the NAVD 88
 FC1605.geopotential number by the normal gravity value computed on the
 FC1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1605.degrees latitude (g = 980.6199 gals.).
 FC1605
 FC1605.The modeled gravity was interpolated from observed gravity values.
 FC1605
 FC1605;                    North         East    Units  Estimated Accuracy
 FC1605;SPC TN       -   142,340.      772,480.      MT  (+/- 180 meters Scaled)
 FC1605
 FC1605                          SUPERSEDED SURVEY CONTROL
 FC1605
 FC1605  NGVD 29 (12/12/91)  270.772  (m)          888.36   (f) ADJUSTED    1 2
 FC1605
 FC1605.Superseded values are not recommended for survey control.
 FC1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1605.See file dsdata.txt to determine how the superseded data were derived.
 FC1605
 FC1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE630435(NAD 83)
 FC1605_MARKER: I = METAL ROD
 FC1605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1605_SP_SET: STAINLESS STEEL ROD
 FC1605_STAMPING: E 295 1983
 FC1605_MARK LOGO: NGS   
 FC1605_PROJECTION: FLUSH
 FC1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1605_ROD/PIPE-DEPTH: 5.3  meters
 FC1605
 FC1605  HISTORY     - Date     Condition        Report By
 FC1605  HISTORY     - 1983     MONUMENTED       NGS
 FC1605
 FC1605                          STATION DESCRIPTION
 FC1605
 FC1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1605'9.5 KM (5.9 MI) NW FROM TALLASSEE.
 FC1605'9.5 KM (5.9 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1605'IN TALLASSEE TO THE MARK ON THE RIGHT, 79.09 METERS (259.5 FT)
 FC1605'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.41 METERS (24.3 FT)
 FC1605'SOUTH OF THE SOUTH CORNER OF A CARPORT ATTACHED TO A BARN, 0.73 METER
 FC1605'(2.4 FT) NORTH-NORTHEAST OF UTILITY POLE 34LI WITH TRANSFORMER.
 FC1605'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 FC1605'THE MARK IS 4.57 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2116 ***********************************************************************
 FE2116  DESIGNATION -  E 297
 FE2116  PID         -  FE2116
 FE2116  STATE/COUNTY-  TN/MCNAIRY
 FE2116  USGS QUAD   -  GUYS (1983)
 FE2116
 FE2116                         *CURRENT SURVEY CONTROL
 FE2116  ___________________________________________________________________
 FE2116* NAD 83(1986)-  35 03 12.     (N)    088 32 11.     (W)     SCALED    
 FE2116* NAVD 88     -       133.334  (meters)     437.45   (feet)  ADJUSTED  
 FE2116  ___________________________________________________________________
 FE2116  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2116  DYNAMIC HT  -         133.208 (meters)     437.03  (feet)  COMP
 FE2116  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FE2116
 FE2116  VERT ORDER  -  FIRST     CLASS II
 FE2116
 FE2116.The horizontal coordinates were scaled from a topographic map and have
 FE2116.an estimated accuracy of +/- 6 seconds.
 FE2116
 FE2116.The orthometric height was determined by differential leveling
 FE2116.and adjusted by the National Geodetic Survey in June 1991..
 FE2116
 FE2116.The geoid height was determined by GEOID03.
 FE2116
 FE2116.The dynamic height is computed by dividing the NAVD 88
 FE2116.geopotential number by the normal gravity value computed on the
 FE2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2116.degrees latitude (g = 980.6199 gals.).
 FE2116
 FE2116.The modeled gravity was interpolated from observed gravity values.
 FE2116
 FE2116;                    North         East    Units  Estimated Accuracy
 FE2116;SPC TN       -    82,880.      368,630.      MT  (+/- 180 meters Scaled)
 FE2116
 FE2116                          SUPERSEDED SURVEY CONTROL
 FE2116
 FE2116.No superseded survey control is available for this station.
 FE2116
 FE2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD598800(NAD 83)
 FE2116_MARKER: I = METAL ROD
 FE2116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2116_SP_SET: STAINLESS STEEL ROD
 FE2116_STAMPING: E 297 1983
 FE2116_MARK LOGO: NGS   
 FE2116_PROJECTION: FLUSH
 FE2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2116_ROD/PIPE-DEPTH: 8.53 meters
 FE2116
 FE2116  HISTORY     - Date     Condition        Report By
 FE2116  HISTORY     - 1983     MONUMENTED       NGS
 FE2116  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE2116
 FE2116                          STATION DESCRIPTION
 FE2116
 FE2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2116'13.7 KM (8.5 MI) NORTH FROM CORINTH MS.
 FE2116'13.7 KM (8.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2116'CORINTH, MISSISSIPPI TO THE MARK ON THE LEFT, 10.09 METERS (33.1 FT)
 FE2116'WEST OF THE CENTERLINE OF THE HIGHWAY, 74.77 METERS (245.3 FT)
 FE2116'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE ONE LEVEL BRICK HOUSE,
 FE2116'7.47 METERS (24.5 FT) NORTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 FE2116'LEADING TO THE HOUSE, AND 0.73 METER (2.4 FT) NORTH OF THE NORTH FACE
 FE2116'OF THE NORTH ONE OF TWO BRICK ENTRANCE MARKERS.
 FE2116'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 FE2116'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2116
 FE2116                          STATION RECOVERY (2002)
 FE2116
 FE2116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2116'STATION IS SUSPECTED DESTROYED DUE TO NEW HWY 45 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2142 ***********************************************************************
 FE2142  DESIGNATION -  E 298
 FE2142  PID         -  FE2142
 FE2142  STATE/COUNTY-  TN/HARDEMAN
 FE2142  USGS QUAD   -  MIDDLETON (1980)
 FE2142
 FE2142                         *CURRENT SURVEY CONTROL
 FE2142  ___________________________________________________________________
 FE2142* NAD 83(1986)-  35 02 15.     (N)    088 56 51.     (W)     SCALED    
 FE2142* NAVD 88     -       135.175  (meters)     443.49   (feet)  ADJUSTED  
 FE2142  ___________________________________________________________________
 FE2142  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2142  DYNAMIC HT  -         135.047 (meters)     443.07  (feet)  COMP
 FE2142  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FE2142
 FE2142  VERT ORDER  -  FIRST     CLASS II
 FE2142
 FE2142.The horizontal coordinates were scaled from a topographic map and have
 FE2142.an estimated accuracy of +/- 6 seconds.
 FE2142
 FE2142.The orthometric height was determined by differential leveling
 FE2142.and adjusted by the National Geodetic Survey in June 1991..
 FE2142
 FE2142.The geoid height was determined by GEOID03.
 FE2142
 FE2142.The dynamic height is computed by dividing the NAVD 88
 FE2142.geopotential number by the normal gravity value computed on the
 FE2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2142.degrees latitude (g = 980.6199 gals.).
 FE2142
 FE2142.The modeled gravity was interpolated from observed gravity values.
 FE2142
 FE2142;                    North         East    Units  Estimated Accuracy
 FE2142;SPC TN       -    82,180.      331,080.      MT  (+/- 180 meters Scaled)
 FE2142
 FE2142                          SUPERSEDED SURVEY CONTROL
 FE2142
 FE2142.No superseded survey control is available for this station.
 FE2142
 FE2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD223789(NAD 83)
 FE2142_MARKER: I = METAL ROD
 FE2142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2142_SP_SET: STAINLESS STEEL ROD
 FE2142_STAMPING: E 298 1983
 FE2142_MARK LOGO: NGS   
 FE2142_PROJECTION: FLUSH
 FE2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2142_ROD/PIPE-DEPTH: 9.75 meters
 FE2142
 FE2142  HISTORY     - Date     Condition        Report By
 FE2142  HISTORY     - 1983     MONUMENTED       NGS
 FE2142  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2142
 FE2142                          STATION DESCRIPTION
 FE2142
 FE2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2142'7.5 KM (4.65 MI) WEST FROM MIDDLETON.
 FE2142'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2142'SOUTHERN RAILROAD IN MIDDLETON, THENCE 5.1 KM (3.15 MI) WEST ALONG
 FE2142'STATE HIGHWAY 57 TO A BRIDGE OVER PORTERS CREEK AND THE MARK NORTHWEST
 FE2142'OF THE NORTHWEST ABUTMENT OF THE BRIDGE ON THE RIGHT, 14.51 METERS
 FE2142'(47.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.47 METERS
 FE2142'(40.9 FT) WEST-NORTHWEST OF POWERLINE POLE NUMBER 43, 11.76 METERS
 FE2142'(38.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER PORTER
 FE2142'CREEK, 4.27 METERS (14.0 FT) WEST OF THE CENTER OF AN ACCESS ROAD TO A
 FE2142'FIELD, AND 0.91 METER (3.0 FT) SOUTH OF A WIRE FENCE.
 FE2142'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2142'THE MARK IS 0.91 M BELOW HIGHWAY.
 FE2142
 FE2142                          STATION RECOVERY (2002)
 FE2142
 FE2142'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2169 ***********************************************************************
 FE2169  DESIGNATION -  E 299
 FE2169  PID         -  FE2169
 FE2169  STATE/COUNTY-  TN/FAYETTE
 FE2169  USGS QUAD   -  MOSCOW (1965)
 FE2169
 FE2169                         *CURRENT SURVEY CONTROL
 FE2169  ___________________________________________________________________
 FE2169* NAD 83(1995)-  35 03 25.31030(N)    089 25 16.63789(W)     ADJUSTED  
 FE2169* NAVD 88     -       107.084  (meters)     351.32   (feet)  ADJUSTED  
 FE2169  ___________________________________________________________________
 FE2169  X           -      52,792.610 (meters)                     COMP
 FE2169  Y           -  -5,226,593.615 (meters)                     COMP
 FE2169  Z           -   3,643,093.530 (meters)                     COMP
 FE2169  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2169  ELLIP HEIGHT-          79.42  (meters)          (02/20/01) GPS OBS
 FE2169  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2169  DYNAMIC HT  -         106.983 (meters)     350.99  (feet)  COMP
 FE2169  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FE2169
 FE2169  HORZ ORDER  -  FIRST
 FE2169  VERT ORDER  -  FIRST     CLASS II
 FE2169  ELLP ORDER  -  SECOND    CLASS I
 FE2169
 FE2169.The horizontal coordinates were established by GPS observations
 FE2169.and adjusted by the National Geodetic Survey in February 2001..
 FE2169
 FE2169.The orthometric height was determined by differential leveling
 FE2169.and adjusted by the National Geodetic Survey in June 1991..
 FE2169
 FE2169.Photographs are available for this station.
 FE2169
 FE2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2169
 FE2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2169
 FE2169.The ellipsoidal height was determined by GPS observations
 FE2169.and is referenced to NAD 83.
 FE2169
 FE2169.The geoid height was determined by GEOID03.
 FE2169
 FE2169.The dynamic height is computed by dividing the NAVD 88
 FE2169.geopotential number by the normal gravity value computed on the
 FE2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2169.degrees latitude (g = 980.6199 gals.).
 FE2169
 FE2169.The modeled gravity was interpolated from observed gravity values.
 FE2169
 FE2169;                    North         East     Units Scale Factor Converg.
 FE2169;SPC TN       -    85,750.465   287,944.898   MT  1.00003966   -2 00 10.6
 FE2169;SPC TN       -   281,332.98    944,699.22   sFT  1.00003966   -2 00 10.6
 FE2169;UTM  16      - 3,882,048.499   279,184.303   MT  1.00020097   -1 23 28.8
 FE2169
 FE2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2169!SPC TN       -   0.99998753  x   1.00003966  =   1.00002719
 FE2169!UTM  16      -   0.99998753  x   1.00020097  =   1.00018850
 FE2169
 FE2169                          SUPERSEDED SURVEY CONTROL
 FE2169
 FE2169  NAVD 88 (02/20/01)  107.08   (m)          351.3    (f) LEVELING    3  
 FE2169
 FE2169.Superseded values are not recommended for survey control.
 FE2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2169.See file dsdata.txt to determine how the superseded data were derived.
 FE2169
 FE2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7918482048(NAD 83)
 FE2169_MARKER: I = METAL ROD
 FE2169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2169_SP_SET: STAINLESS STEEL ROD
 FE2169_STAMPING: E 299 1983
 FE2169_MARK LOGO: NGS   
 FE2169_PROJECTION: FLUSH
 FE2169_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2169+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2169_ROD/PIPE-DEPTH: 9.75 meters
 FE2169
 FE2169  HISTORY     - Date     Condition        Report By
 FE2169  HISTORY     - 1983     MONUMENTED       NGS
 FE2169  HISTORY     - 1999     GOOD             LOWE
 FE2169  HISTORY     - 20020924 GOOD             USACE
 FE2169  HISTORY     - 20060222 GOOD             TVA
 FE2169  HISTORY     - 20060506 GOOD             GEOCAC
 FE2169
 FE2169                          STATION DESCRIPTION
 FE2169
 FE2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2169'2.6 KM (1.6 MI) WEST FROM MOSCOW.
 FE2169'2.6 KM (1.6 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF STATE
 FE2169'HIGHWAY 76 NORTH IN MOSCOW TO THE MARK ON THE LEFT, 9.23 METERS
 FE2169'(30.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.94 METERS
 FE2169'(32.6 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 5.79 METERS
 FE2169'(19.0 FT) NORTH OF A FENCE LINE, 4.27 METERS (14.0 FT) EAST-SOUTHEAST
 FE2169'OF THE WEST ONE OF TWO POWERLINE POLES SUPPORTING THREE TRANSFORMERS,
 FE2169'3.23 METERS (10.6 FT) EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX, AND
 FE2169'0.67 METERS (2.2 FT) SOUTH OF THE EAST ONE OF TWO POWERLINE POLES
 FE2169'SUPPORTING THREE TRANSFORMERS.
 FE2169'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2169'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2169
 FE2169                          STATION RECOVERY (1999)
 FE2169
 FE2169'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2169'RECOVERED 1999
 FE2169'RECOVERED IN GOOD CONDITION. NEW REFERENCES AS FOLLOWS. THE
 FE2169'STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 57, 8.2
 FE2169'M
 FE2169'(27.0 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVE TO A FIELD, 4.6 M
 FE2169'(15.0 FT) NORTH OF A FENCE LINE, AND 4.1 M (13.6 FT) EAST-SOUTHEAST OF
 FE2169'A
 FE2169'POWER POLE. THE WITNESS POST PREVIOUSLY DESCRIBED IS MISSING.
 FE2169' 
 FE2169' 
 FE2169'
 FE2169
 FE2169                          STATION RECOVERY (2002)
 FE2169
 FE2169'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2169'DROVE WITNESS POST 1.0 FT S OF MARK.
 FE2169
 FE2169                          STATION RECOVERY (2006)
 FE2169
 FE2169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 FE2169'RECOVERED IN GOOD CONDITION.
 FE2169
 FE2169                          STATION RECOVERY (2006)
 FE2169
 FE2169'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1148 ***********************************************************************
 GC1148  DESIGNATION -  E 3
 GC1148  PID         -  GC1148
 GC1148  STATE/COUNTY-  TN/MONTGOMERY
 GC1148  USGS QUAD   -  GUTHRIE (1983)
 GC1148
 GC1148                         *CURRENT SURVEY CONTROL
 GC1148  ___________________________________________________________________
 GC1148* NAD 83(1986)-  36 38 03.     (N)    087 11 13.     (W)     SCALED    
 GC1148* NAVD 88     -       167.767  (meters)     550.42   (feet)  ADJUSTED  
 GC1148  ___________________________________________________________________
 GC1148  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1148  DYNAMIC HT  -         167.632 (meters)     549.97  (feet)  COMP
 GC1148  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GC1148
 GC1148  VERT ORDER  -  FIRST     CLASS II
 GC1148
 GC1148.The horizontal coordinates were scaled from a topographic map and have
 GC1148.an estimated accuracy of +/- 6 seconds.
 GC1148
 GC1148.The orthometric height was determined by differential leveling
 GC1148.and adjusted by the National Geodetic Survey in June 1991..
 GC1148
 GC1148.The geoid height was determined by GEOID03.
 GC1148
 GC1148.The dynamic height is computed by dividing the NAVD 88
 GC1148.geopotential number by the normal gravity value computed on the
 GC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1148.degrees latitude (g = 980.6199 gals.).
 GC1148
 GC1148.The modeled gravity was interpolated from observed gravity values.
 GC1148
 GC1148;                    North         East    Units  Estimated Accuracy
 GC1148;SPC TN       -   255,930.      493,840.      MT  (+/- 180 meters Scaled)
 GC1148
 GC1148                          SUPERSEDED SURVEY CONTROL
 GC1148
 GC1148  NGVD 29 (??/??/92)  167.847  (m)          550.68   (f) ADJ UNCH    1 2
 GC1148
 GC1148.Superseded values are not recommended for survey control.
 GC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1148.See file dsdata.txt to determine how the superseded data were derived.
 GC1148
 GC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF832543(NAD 83)
 GC1148_MARKER: DB = BENCH MARK DISK
 GC1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1148_STAMPING: E 3 1921
 GC1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1148+STABILITY: SURFACE MOTION
 GC1148
 GC1148  HISTORY     - Date     Condition        Report By
 GC1148  HISTORY     - 1921     MONUMENTED       CGS
 GC1148  HISTORY     - 1954     MARK NOT FOUND   NGS
 GC1148
 GC1148                          STATION DESCRIPTION
 GC1148
 GC1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 GC1148'2 MI NE FROM BELDON.
 GC1148'2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1148'FROM BELDON, MONTGOMERY COUNTY, 800 FEET NORTHEAST OF A ROAD
 GC1148'CROSSING, AND IN LINE WITH A ROW OF POLES SOUTHEAST OF THE TRACK.
 GC1148'A STANDARD DISK, STAMPED E 3 1921 AND SET IN THE TOP OF A CONCRETE
 GC1148'POST.
 GC1148
 GC1148                          STATION RECOVERY (1954)
 GC1148
 GC1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GC1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0746 ***********************************************************************
 FD0746  DESIGNATION -  E 30
 FD0746  PID         -  FD0746
 FD0746  STATE/COUNTY-  TN/MAURY
 FD0746  USGS QUAD   -  COLUMBIA (1989)
 FD0746
 FD0746                         *CURRENT SURVEY CONTROL
 FD0746  ___________________________________________________________________
 FD0746* NAD 83(1986)-  35 34 14.     (N)    087 00 19.     (W)     SCALED    
 FD0746* NAVD 88     -       207.802  (meters)     681.76   (feet)  ADJUSTED  
 FD0746  ___________________________________________________________________
 FD0746  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0746  DYNAMIC HT  -         207.618 (meters)     681.16  (feet)  COMP
 FD0746  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FD0746
 FD0746  VERT ORDER  -  SECOND    CLASS 0
 FD0746
 FD0746.The horizontal coordinates were scaled from a topographic map and have
 FD0746.an estimated accuracy of +/- 6 seconds.
 FD0746
 FD0746.The orthometric height was determined by differential leveling
 FD0746.and adjusted by the National Geodetic Survey in June 1991..
 FD0746
 FD0746.The geoid height was determined by GEOID03.
 FD0746
 FD0746.The dynamic height is computed by dividing the NAVD 88
 FD0746.geopotential number by the normal gravity value computed on the
 FD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0746.degrees latitude (g = 980.6199 gals.).
 FD0746
 FD0746.The modeled gravity was interpolated from observed gravity values.
 FD0746
 FD0746;                    North         East    Units  Estimated Accuracy
 FD0746;SPC TN       -   137,740.      508,880.      MT  (+/- 180 meters Scaled)
 FD0746
 FD0746                          SUPERSEDED SURVEY CONTROL
 FD0746
 FD0746  NGVD 29 (??/??/92)  207.780  (m)          681.69   (f) ADJ UNCH    2 0
 FD0746
 FD0746.Superseded values are not recommended for survey control.
 FD0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0746.See file dsdata.txt to determine how the superseded data were derived.
 FD0746
 FD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995363(NAD 83)
 FD0746_MARKER: DB = BENCH MARK DISK
 FD0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0746_STAMPING: E 30 1934
 FD0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0746+STABILITY: SURFACE MOTION
 FD0746
 FD0746  HISTORY     - Date     Condition        Report By
 FD0746  HISTORY     - 1934     MONUMENTED       CGS
 FD0746  HISTORY     - 1953     GOOD             NGS
 FD0746  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0746
 FD0746                          STATION DESCRIPTION
 FD0746
 FD0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0746'3.1 MI SE FROM COLUMBIA.
 FD0746'3.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0746'FROM THE STATION AT COLUMBIA, ABOUT 700 FEET NORTHWEST OF
 FD0746'MILEPOST L 236, ONE RAIL SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 FD0746'20 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTHEAST
 FD0746'OF A GATE, AND 2 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK,
 FD0746'STAMPED E 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0746
 FD0746                          STATION RECOVERY (1984)
 FD0746
 FD0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0746'NOT RECOVERED, NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2168 ***********************************************************************
 FE2168  DESIGNATION -  E 300
 FE2168  PID         -  FE2168
 FE2168  STATE/COUNTY-  TN/FAYETTE
 FE2168  USGS QUAD   -  MOSCOW (1965)
 FE2168
 FE2168                         *CURRENT SURVEY CONTROL
 FE2168  ___________________________________________________________________
 FE2168* NAD 83(1986)-  35 03 38.     (N)    089 24 14.     (W)     SCALED    
 FE2168* NAVD 88     -       109.218  (meters)     358.33   (feet)  ADJUSTED  
 FE2168  ___________________________________________________________________
 FE2168  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2168  DYNAMIC HT  -         109.115 (meters)     357.99  (feet)  COMP
 FE2168  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FE2168
 FE2168  VERT ORDER  -  FIRST     CLASS II
 FE2168
 FE2168.The horizontal coordinates were scaled from a topographic map and have
 FE2168.an estimated accuracy of +/- 6 seconds.
 FE2168
 FE2168.The orthometric height was determined by differential leveling
 FE2168.and adjusted by the National Geodetic Survey in June 1991..
 FE2168
 FE2168.The geoid height was determined by GEOID03.
 FE2168
 FE2168.The dynamic height is computed by dividing the NAVD 88
 FE2168.geopotential number by the normal gravity value computed on the
 FE2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2168.degrees latitude (g = 980.6199 gals.).
 FE2168
 FE2168.The modeled gravity was interpolated from observed gravity values.
 FE2168
 FE2168;                    North         East    Units  Estimated Accuracy
 FE2168;SPC TN       -    86,090.      289,550.      MT  (+/- 180 meters Scaled)
 FE2168
 FE2168                          SUPERSEDED SURVEY CONTROL
 FE2168
 FE2168.No superseded survey control is available for this station.
 FE2168
 FE2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD807824(NAD 83)
 FE2168_MARKER: I = METAL ROD
 FE2168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2168_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2168_STAMPING: E 300 1983
 FE2168_MARK LOGO: NGS   
 FE2168_PROJECTION: RECESSED 4 CENTIMETERS
 FE2168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2168+STABILITY: POSITION/ELEVATION WELL
 FE2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2168+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2168_ROD/PIPE-DEPTH: 23.2 meters
 FE2168_SLEEVE-DEPTH  : 6.09 meters
 FE2168
 FE2168  HISTORY     - Date     Condition        Report By
 FE2168  HISTORY     - 1983     MONUMENTED       NGS
 FE2168  HISTORY     - 20020924 GOOD             USACE
 FE2168
 FE2168                          STATION DESCRIPTION
 FE2168
 FE2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2168'IN MOSCOW.
 FE2168'IN MOSCOW, SET IN THE LAWN AT THE NORTHWEST CORNER OF THE MORRIS
 FE2168'MEMORIAL BAPTIST CHURCH, 19.50 METERS (64.0 FT) EAST OF THE CENTERLINE
 FE2168'OF MEMPHIS STREET, 11.34 METERS (37.2 FT) SOUTHEAST OF A FIRE HYDRANT,
 FE2168'7.31 METERS (24.0 FT) WEST-NORTHWEST OF THE CENTER OF TWO DOORS AT THE
 FE2168'MAIN ENTRANCE TO THE CHURCH, 4.26 METERS (14.0 FT) NORTHWEST OF THE
 FE2168'NORTHWEST CORNER OF THE CHURCH, 11.58 METERS (38.0 FT) SOUTH OF THE
 FE2168'CENTER OF THIRD STREET, AND 1.64 METERS (5.4 FT) EAST OF THE EAST LEG
 FE2168'OF THE CHURCH SIGN.
 FE2168'THE MARK IS 1.22 M ABOVE MEMPHIS STREET.
 FE2168
 FE2168                          STATION RECOVERY (2002)
 FE2168
 FE2168'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2168'CHURCH SIGN HAS BEEN MOVED. ALL OTHER REFERENCES OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1355 ***********************************************************************
 FD1355  DESIGNATION -  E 301
 FD1355  PID         -  FD1355
 FD1355  STATE/COUNTY-  TN/LAWRENCE
 FD1355  USGS QUAD   -  ST JOSEPH (1976)
 FD1355
 FD1355                         *CURRENT SURVEY CONTROL
 FD1355  ___________________________________________________________________
 FD1355* NAD 83(1986)-  35 02 28.     (N)    087 31 57.     (W)     SCALED    
 FD1355* NAVD 88     -       238.878  (meters)     783.72   (feet)  ADJUSTED  
 FD1355  ___________________________________________________________________
 FD1355  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1355  DYNAMIC HT  -         238.652 (meters)     782.98  (feet)  COMP
 FD1355  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FD1355
 FD1355  VERT ORDER  -  FIRST     CLASS II
 FD1355
 FD1355.The horizontal coordinates were scaled from a topographic map and have
 FD1355.an estimated accuracy of +/- 6 seconds.
 FD1355
 FD1355.The orthometric height was determined by differential leveling
 FD1355.and adjusted by the National Geodetic Survey in June 1991..
 FD1355
 FD1355.The geoid height was determined by GEOID03.
 FD1355
 FD1355.The dynamic height is computed by dividing the NAVD 88
 FD1355.geopotential number by the normal gravity value computed on the
 FD1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1355.degrees latitude (g = 980.6199 gals.).
 FD1355
 FD1355.The modeled gravity was interpolated from observed gravity values.
 FD1355
 FD1355;                    North         East    Units  Estimated Accuracy
 FD1355;SPC TN       -    79,620.      460,170.      MT  (+/- 180 meters Scaled)
 FD1355
 FD1355                          SUPERSEDED SURVEY CONTROL
 FD1355
 FD1355.No superseded survey control is available for this station.
 FD1355
 FD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD514777(NAD 83)
 FD1355_MARKER: I = METAL ROD
 FD1355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1355_SP_SET: STAINLESS STEEL ROD
 FD1355_STAMPING: E 301 1983
 FD1355_MARK LOGO: NGS   
 FD1355_PROJECTION: FLUSH
 FD1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1355_ROD/PIPE-DEPTH: 5.49 meters
 FD1355
 FD1355  HISTORY     - Date     Condition        Report By
 FD1355  HISTORY     - 1983     MONUMENTED       NGS
 FD1355
 FD1355                          STATION DESCRIPTION
 FD1355
 FD1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1355'2.9 KM (1.8 MI) WEST FROM ST JOSEPH.
 FD1355'0.1 KM (0.05 MI) WEST ALONG WALNUT STREET FROM THE POST OFFICE IN ST.
 FD1355'JOSEPH TO THE JUNCTION OF MAIN STREET, THENCE 0.2 KM (0.1 MI) NORTH
 FD1355'ALONG MAIN STREET TO THE JUNCTION OF IRON CITY ROAD, THENCE 2.6 KM
 FD1355'1.65 MI) WEST TO MARK ON THE LEFT, 8.69 METERS (28.5 FT) SOUTH OF THE
 FD1355'CENTERLINE OF THE ROAD, 18.17 METERS (59.6 FT) EAST OF THE APPROXIMATE
 FD1355'CENTER OF THE DRIVEWAY TO A SMALL ONE LEVEL HOUSE, 14.69 METERS (48.2
 FD1355'FT ) EAST-SOUTHEAST OF A 2 FOOT DIAMETER CONCRETE CULVERT UNDER THE
 FD1355'DRIVEWAY, AND 4.88 METERS (16.0 FT) WEST OF A ROW OF TREES.
 FD1355'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD1355'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1388 ***********************************************************************
 FD1388  DESIGNATION -  E 302
 FD1388  PID         -  FD1388
 FD1388  STATE/COUNTY-  TN/MAURY
 FD1388  USGS QUAD   -  CARTERS CREEK (1982)
 FD1388
 FD1388                         *CURRENT SURVEY CONTROL
 FD1388  ___________________________________________________________________
 FD1388* NAD 83(1986)-  35 42 55.     (N)    086 58 19.     (W)     SCALED    
 FD1388* NAVD 88     -       219.393  (meters)     719.79   (feet)  ADJUSTED  
 FD1388  ___________________________________________________________________
 FD1388  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1388  DYNAMIC HT  -         219.200 (meters)     719.16  (feet)  COMP
 FD1388  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FD1388
 FD1388  VERT ORDER  -  FIRST     CLASS II
 FD1388
 FD1388.The horizontal coordinates were scaled from a topographic map and have
 FD1388.an estimated accuracy of +/- 6 seconds.
 FD1388
 FD1388.The orthometric height was determined by differential leveling
 FD1388.and adjusted by the National Geodetic Survey in June 1991..
 FD1388
 FD1388.The geoid height was determined by GEOID03.
 FD1388
 FD1388.The dynamic height is computed by dividing the NAVD 88
 FD1388.geopotential number by the normal gravity value computed on the
 FD1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1388.degrees latitude (g = 980.6199 gals.).
 FD1388
 FD1388.The modeled gravity was interpolated from observed gravity values.
 FD1388
 FD1388;                    North         East    Units  Estimated Accuracy
 FD1388;SPC TN       -   153,760.      512,060.      MT  (+/- 180 meters Scaled)
 FD1388
 FD1388                          SUPERSEDED SURVEY CONTROL
 FD1388
 FD1388.No superseded survey control is available for this station.
 FD1388
 FD1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE025523(NAD 83)
 FD1388_MARKER: I = METAL ROD
 FD1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1388_SP_SET: STAINLESS STEEL ROD
 FD1388_STAMPING: E 302 1984
 FD1388_MARK LOGO: NGS   
 FD1388_PROJECTION: FLUSH
 FD1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1388_ROD/PIPE-DEPTH: 7.01 meters
 FD1388
 FD1388  HISTORY     - Date     Condition        Report By
 FD1388  HISTORY     - 1984     MONUMENTED       NGS
 FD1388
 FD1388                          STATION DESCRIPTION
 FD1388
 FD1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1388'13.4 KM (8.35 MI) NORTH FROM COLUMBIA.
 FD1388'0.5 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1388'COLUMBIA, THENCE 12.9 KM (8.05 MI) NORTH ALONG U.S. HIGHWAY 31 TO A
 FD1388'ROADSIDE PARK AND THE MARK ON THE LEFT, 13.01 METERS (42.7 FT) WEST OF
 FD1388'THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 34.50 METERS
 FD1388'(113.2 FT) EAST OF THE APPROXIMATE CENTER OF AN ASPHALT ROAD RUNNING
 FD1388'THROUGH THE PARK, 23.93 METERS (78.5 FT) NORTHEAST OF A LIGHT POLE,
 FD1388'15.39 METERS (50.5 FT) SOUTH OF A LONE TREE, 4.72 METERS (15.5 FT)
 FD1388'EAST OF THE GUY WIRE ANCHOR FOR A POWERLINE POLE, AND 1.01 METERS
 FD1388'(3.3 FT) WEST OF A POWERLINE POLE WITH A GUY WIRE.
 FD1388'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1388'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1372 ***********************************************************************
 FD1372  DESIGNATION -  E 303
 FD1372  PID         -  FD1372
 FD1372  STATE/COUNTY-  TN/LAWRENCE
 FD1372  USGS QUAD   -  SUMMERTOWN (1976)
 FD1372
 FD1372                         *CURRENT SURVEY CONTROL
 FD1372  ___________________________________________________________________
 FD1372* NAD 83(1986)-  35 26 07.     (N)    087 18 17.     (W)     SCALED    
 FD1372* NAVD 88     -       308.037  (meters)    1010.62   (feet)  ADJUSTED  
 FD1372  ___________________________________________________________________
 FD1372  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1372  DYNAMIC HT  -         307.752 (meters)    1009.68  (feet)  COMP
 FD1372  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 FD1372
 FD1372  VERT ORDER  -  FIRST     CLASS II
 FD1372
 FD1372.The horizontal coordinates were scaled from a topographic map and have
 FD1372.an estimated accuracy of +/- 6 seconds.
 FD1372
 FD1372.The orthometric height was determined by differential leveling
 FD1372.and adjusted by the National Geodetic Survey in June 1991..
 FD1372
 FD1372.The geoid height was determined by GEOID03.
 FD1372
 FD1372.The dynamic height is computed by dividing the NAVD 88
 FD1372.geopotential number by the normal gravity value computed on the
 FD1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1372.degrees latitude (g = 980.6199 gals.).
 FD1372
 FD1372.The modeled gravity was interpolated from observed gravity values.
 FD1372
 FD1372;                    North         East    Units  Estimated Accuracy
 FD1372;SPC TN       -   123,050.      481,540.      MT  (+/- 180 meters Scaled)
 FD1372
 FD1372                          SUPERSEDED SURVEY CONTROL
 FD1372
 FD1372.No superseded survey control is available for this station.
 FD1372
 FD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE723213(NAD 83)
 FD1372_MARKER: I = METAL ROD
 FD1372_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1372_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1372_STAMPING: E 303 1984
 FD1372_MARK LOGO: NGS   
 FD1372_PROJECTION: RECESSED 4 CENTIMETERS
 FD1372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1372+STABILITY: POSITION/ELEVATION WELL
 FD1372_ROD/PIPE-DEPTH: 10.4 meters
 FD1372_SLEEVE-DEPTH  : 6.4 meters
 FD1372
 FD1372  HISTORY     - Date     Condition        Report By
 FD1372  HISTORY     - 1984     MONUMENTED       NGS
 FD1372
 FD1372                          STATION DESCRIPTION
 FD1372
 FD1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1372'IN SUMMERTOWN.
 FD1372'IN SUMMERTOWN, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE POST
 FD1372'OFFICE, 0.8 KM (0.5 MI) WEST OF THE LOUISVILLE NASHVILLE RAILROAD
 FD1372'TRACKS AT THE CROSSING OF STATE HIGHWAY 20, 28.04 METERS (92.0 FT)
 FD1372'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.36 METERS (34.0 FT)
 FD1372'WEST-SOUTHWEST OF THE FLAGPOLE, 0.82 METERS (2.7 FT) WEST OF THE EAST
 FD1372'CURB OF A PARKING LOT ON THE EAST SIDE OF THE POST OFFICE, 1.68 METERS
 FD1372'(5.5 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK IN FRONT OF THE POST
 FD1372'OFFICE, AND 2.44 METERS (8.0 FT) NORTH OF THE NORTHEAST CORNER OF THE
 FD1372'POST OFFICE.
 FD1372'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1976 ***********************************************************************
 GC1976  DESIGNATION -  E 304
 GC1976  PID         -  GC1976
 GC1976  STATE/COUNTY-  TN/DAVIDSON
 GC1976  USGS QUAD   -  SCOTTSBORO (1983)
 GC1976
 GC1976                         *CURRENT SURVEY CONTROL
 GC1976  ___________________________________________________________________
 GC1976* NAD 83(1986)-  36 12 39.     (N)    086 54 43.     (W)     SCALED    
 GC1976* NAVD 88     -       161.270  (meters)     529.10   (feet)  ADJUSTED  
 GC1976  ___________________________________________________________________
 GC1976  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1976  DYNAMIC HT  -         161.131 (meters)     528.64  (feet)  COMP
 GC1976  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC1976
 GC1976  VERT ORDER  -  FIRST     CLASS II
 GC1976
 GC1976.The horizontal coordinates were scaled from a topographic map and have
 GC1976.an estimated accuracy of +/- 6 seconds.
 GC1976
 GC1976.The orthometric height was determined by differential leveling
 GC1976.and adjusted by the National Geodetic Survey in June 1991..
 GC1976
 GC1976.The geoid height was determined by GEOID03.
 GC1976
 GC1976.The dynamic height is computed by dividing the NAVD 88
 GC1976.geopotential number by the normal gravity value computed on the
 GC1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1976.degrees latitude (g = 980.6199 gals.).
 GC1976
 GC1976.The modeled gravity was interpolated from observed gravity values.
 GC1976
 GC1976;                    North         East    Units  Estimated Accuracy
 GC1976;SPC TN       -   208,690.      518,000.      MT  (+/- 180 meters Scaled)
 GC1976
 GC1976                          SUPERSEDED SURVEY CONTROL
 GC1976
 GC1976.No superseded survey control is available for this station.
 GC1976
 GC1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF079073(NAD 83)
 GC1976_MARKER: DB = BENCH MARK DISK
 GC1976_SETTING: 66 = SET IN ROCK OUTCROP
 GC1976_SP_SET: ROCK OUTCROP
 GC1976_STAMPING: E 304 1984
 GC1976_MARK LOGO: NGS   
 GC1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1976
 GC1976  HISTORY     - Date     Condition        Report By
 GC1976  HISTORY     - 1984     MONUMENTED       NGS
 GC1976
 GC1976                          STATION DESCRIPTION
 GC1976
 GC1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1976'8.7 KM (5.4 MI) NW FROM NASHVILLE.
 GC1976'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1976'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE IN NASHVILLE, THENCE
 GC1976'7.6 KM (4.7 MI) WEST ALONG STATE HIGHWAY 12 TO THE MARK SET IN THE
 GC1976'EAST END OF A ROCK CUT ON THE RIGHT, 7.01 METERS (23.0 FT) NORTH OF
 GC1976'THE CENTERLINE OF THE HIGHWAY, 19.29 METERS (63.3 FT) WEST OF
 GC1976'POWERLINE POLE NUMBER 155, 3.72 METERS (12.2 FT) SOUTH OF A WIRE
 GC1976'FENCE, AND 0.15 METERS (0.5 FT) NORTH OF THE SOUTH EDGE OF THE ROCK
 GC1976'LEDGE.
 GC1976'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 GC1976'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2000 ***********************************************************************
 GC2000  DESIGNATION -  E 305
 GC2000  PID         -  GC2000
 GC2000  STATE/COUNTY-  TN/MONTGOMERY
 GC2000  USGS QUAD   -  HENRIETTA (1983)
 GC2000
 GC2000                         *CURRENT SURVEY CONTROL
 GC2000  ___________________________________________________________________
 GC2000* NAD 83(1986)-  36 24 48.     (N)    087 12 22.     (W)     SCALED    
 GC2000* NAVD 88     -       193.137  (meters)     633.65   (feet)  ADJUSTED  
 GC2000  ___________________________________________________________________
 GC2000  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2000  DYNAMIC HT  -         192.976 (meters)     633.12  (feet)  COMP
 GC2000  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 GC2000
 GC2000  VERT ORDER  -  FIRST     CLASS II
 GC2000
 GC2000.The horizontal coordinates were scaled from a topographic map and have
 GC2000.an estimated accuracy of +/- 6 seconds.
 GC2000
 GC2000.The orthometric height was determined by differential leveling
 GC2000.and adjusted by the National Geodetic Survey in June 1991..
 GC2000
 GC2000.The geoid height was determined by GEOID03.
 GC2000
 GC2000.The dynamic height is computed by dividing the NAVD 88
 GC2000.geopotential number by the normal gravity value computed on the
 GC2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2000.degrees latitude (g = 980.6199 gals.).
 GC2000
 GC2000.The modeled gravity was interpolated from observed gravity values.
 GC2000
 GC2000;                    North         East    Units  Estimated Accuracy
 GC2000;SPC TN       -   231,450.      491,830.      MT  (+/- 180 meters Scaled)
 GC2000
 GC2000                          SUPERSEDED SURVEY CONTROL
 GC2000
 GC2000.No superseded survey control is available for this station.
 GC2000
 GC2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF815298(NAD 83)
 GC2000_MARKER: I = METAL ROD
 GC2000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2000_SP_SET: STAINLESS STEEL ROD
 GC2000_STAMPING: E 305 1984
 GC2000_MARK LOGO: NGS   
 GC2000_PROJECTION: FLUSH
 GC2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2000_ROD/PIPE-DEPTH: 7.32 meters
 GC2000
 GC2000  HISTORY     - Date     Condition        Report By
 GC2000  HISTORY     - 1984     MONUMENTED       NGS
 GC2000
 GC2000                          STATION DESCRIPTION
 GC2000
 GC2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2000'10.9 KM (6.8 MI) NW FROM CHEAP HILL.
 GC2000'10.9 KM (6.8 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC2000'IN CHEAP HILL TO AN ACCESS ROAD AND THE MARK ON THE RIGHT, ACROSS THE
 GC2000'HIGHWAY FROM A TWO LEVEL BRICK HOUSE, 17.83 METERS (58.5 FT) NORTHEAST
 GC2000'OF THE CENTERLINE OF THE HIGHWAY, 5.91 METERS (19.4 FT) NORTHWEST OF
 GC2000'THE APPROXIMATE CENTER OF AN ACCESS ROAD, AND 0.30 METERS (1.0 FT)
 GC2000'SOUTHWEST OF A BOARD FENCE.
 GC2000'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2000'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2922 ***********************************************************************
 AJ2922  DESIGNATION -  E 307
 AJ2922  PID         -  AJ2922
 AJ2922  STATE/COUNTY-  TN/TROUSDALE
 AJ2922  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ2922
 AJ2922                         *CURRENT SURVEY CONTROL
 AJ2922  ___________________________________________________________________
 AJ2922* NAD 83(1986)-  36 21 51.     (N)    086 06 17.     (W)     SCALED    
 AJ2922* NAVD 88     -       155.433  (meters)     509.95   (feet)  ADJUSTED  
 AJ2922  ___________________________________________________________________
 AJ2922  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2922  DYNAMIC HT  -         155.306 (meters)     509.53  (feet)  COMP
 AJ2922  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 AJ2922
 AJ2922  VERT ORDER  -  SECOND    CLASS I
 AJ2922
 AJ2922.The horizontal coordinates were scaled from a topographic map and have
 AJ2922.an estimated accuracy of +/- 6 seconds.
 AJ2922
 AJ2922.The orthometric height was determined by differential leveling
 AJ2922.and adjusted by the National Geodetic Survey in July 2002..
 AJ2922.No vertical observational check was made to the station.
 AJ2922
 AJ2922.The geoid height was determined by GEOID03.
 AJ2922
 AJ2922.The dynamic height is computed by dividing the NAVD 88
 AJ2922.geopotential number by the normal gravity value computed on the
 AJ2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2922.degrees latitude (g = 980.6199 gals.).
 AJ2922
 AJ2922.The modeled gravity was interpolated from observed gravity values.
 AJ2922
 AJ2922;                    North         East    Units  Estimated Accuracy
 AJ2922;SPC TN       -   225,330.      590,600.      MT  (+/- 180 meters Scaled)
 AJ2922
 AJ2922                          SUPERSEDED SURVEY CONTROL
 AJ2922
 AJ2922.No superseded survey control is available for this station.
 AJ2922
 AJ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF803247(NAD 83)
 AJ2922_MARKER: DV = VERTICAL CONTROL DISK
 AJ2922_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2922_STAMPING: E 307 2001
 AJ2922_MARK LOGO: NGS   
 AJ2922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2922+STABILITY: POSITION/ELEVATION WELL
 AJ2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2922+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2922
 AJ2922  HISTORY     - Date     Condition        Report By
 AJ2922  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2922
 AJ2922                          STATION DESCRIPTION
 AJ2922
 AJ2922'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2922'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2922'HARTSVILLE, THENCE 3.9 KM EASTERLY ALONG STATE HIGHWAY 25, THENCE
 AJ2922'1.2 KM SOUTHERLY ALONG STARLITE ROAD, SET VERTICALLY IN THE EAST
 AJ2922'FACE OF A 15 BY 400-FOOT EXPOSED ROCK OUTCROP IN A ROAD CUT, 100.0 M
 AJ2922'NORTH OF THE EXTENDED CENTER OF JIM GOINS LANE, 25.9 M SOUTH OF
 AJ2922'THE NORTH END OF THE CUT, 9.2 M WEST OF THE ROAD CENTERLINE, 1.2 M
 AJ2922'ABOVE THE LEVEL OF THE ROAD, AND 0.7 M SOUTHWEST OF A WITNESS
 AJ2922'POST.  NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AJ2922'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1207 ***********************************************************************
 FD1207  DESIGNATION -  E 31
 FD1207  PID         -  FD1207
 FD1207  STATE/COUNTY-  TN/PERRY
 FD1207  USGS QUAD   -  LINDEN (1968)
 FD1207
 FD1207                         *CURRENT SURVEY CONTROL
 FD1207  ___________________________________________________________________
 FD1207* NAD 83(1986)-  35 35 34.     (N)    087 46 51.     (W)     SCALED    
 FD1207* NAVD 88     -       252.640  (meters)     828.87   (feet)  ADJUSTED  
 FD1207  ___________________________________________________________________
 FD1207  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1207  DYNAMIC HT  -         252.411 (meters)     828.12  (feet)  COMP
 FD1207  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FD1207
 FD1207  VERT ORDER  -  FIRST     CLASS II
 FD1207
 FD1207.The horizontal coordinates were scaled from a topographic map and have
 FD1207.an estimated accuracy of +/- 6 seconds.
 FD1207
 FD1207.The orthometric height was determined by differential leveling
 FD1207.and adjusted by the National Geodetic Survey in June 1991..
 FD1207
 FD1207.The geoid height was determined by GEOID03.
 FD1207
 FD1207.The dynamic height is computed by dividing the NAVD 88
 FD1207.geopotential number by the normal gravity value computed on the
 FD1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1207.degrees latitude (g = 980.6199 gals.).
 FD1207
 FD1207.The modeled gravity was interpolated from observed gravity values.
 FD1207
 FD1207;                    North         East    Units  Estimated Accuracy
 FD1207;SPC TN       -   141,200.      438,630.      MT  (+/- 180 meters Scaled)
 FD1207
 FD1207                          SUPERSEDED SURVEY CONTROL
 FD1207
 FD1207  NGVD 29 (??/??/92)  252.631  (m)          828.84   (f) ADJ UNCH    1 2
 FD1207
 FD1207.Superseded values are not recommended for survey control.
 FD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1207.See file dsdata.txt to determine how the superseded data were derived.
 FD1207
 FD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE292390(NAD 83)
 FD1207_MARKER: DB = BENCH MARK DISK
 FD1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1207_STAMPING: E 31 1934
 FD1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1207+STABILITY: SURFACE MOTION
 FD1207
 FD1207  HISTORY     - Date     Condition        Report By
 FD1207  HISTORY     - 1934     MONUMENTED       CGS
 FD1207  HISTORY     - 1949     GOOD             NGS
 FD1207  HISTORY     - 1974     GOOD             TVA
 FD1207
 FD1207                          STATION DESCRIPTION
 FD1207
 FD1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1207'5.4 MI SE FROM LINDEN.
 FD1207'ABOUT 5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1207'HOUSE AT LINDEN, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A TRAIL
 FD1207'NORTHWEST, ABOUT 160 YARDS EAST OF THE TOP OF A GRADE, AT THE
 FD1207'JUNCTION OF A DIM TRAIL NORTHEAST, 41 FEET NORTH OF THE CENTER
 FD1207'LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF THE CENTER LINE OF THE
 FD1207'TRAIL, AT THE WEST END OF A CURVED LOW CUT, 36 FEET SOUTHWEST OF A
 FD1207'TRIANGULAR BLAZED 14-INCH HICKORY TREE, 2 FEET NORTH OF A WHITE
 FD1207'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 FD1207'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD1207
 FD1207                          STATION RECOVERY (1974)
 FD1207
 FD1207'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1207'ADD TO DESCRIPTION-- 36.0 FT N 55 E TO 14 IN. HICKORY 9.3 FT N 80 W
 FD1207'TO 4 IN. HICKORY T.V.A. POST AND SIGN SET AT MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1487 ***********************************************************************
 FC1487  DESIGNATION -  E 32
 FC1487  PID         -  FC1487
 FC1487  STATE/COUNTY-  TN/WARREN
 FC1487  USGS QUAD   -  MC MINNVILLE (1984)
 FC1487
 FC1487                         *CURRENT SURVEY CONTROL
 FC1487  ___________________________________________________________________
 FC1487* NAD 83(1986)-  35 41 59.     (N)    085 49 30.     (W)     SCALED    
 FC1487* NAVD 88     -       293.882  (meters)     964.18   (feet)  ADJUSTED  
 FC1487  ___________________________________________________________________
 FC1487  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1487  DYNAMIC HT  -         293.610 (meters)     963.29  (feet)  COMP
 FC1487  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FC1487
 FC1487  VERT ORDER  -  SECOND    CLASS 0
 FC1487
 FC1487.The horizontal coordinates were scaled from a topographic map and have
 FC1487.an estimated accuracy of +/- 6 seconds.
 FC1487
 FC1487.The orthometric height was determined by differential leveling
 FC1487.and adjusted by the National Geodetic Survey in June 1991..
 FC1487
 FC1487.The geoid height was determined by GEOID03.
 FC1487
 FC1487.The dynamic height is computed by dividing the NAVD 88
 FC1487.geopotential number by the normal gravity value computed on the
 FC1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1487.degrees latitude (g = 980.6199 gals.).
 FC1487
 FC1487.The modeled gravity was interpolated from observed gravity values.
 FC1487
 FC1487;                    North         East    Units  Estimated Accuracy
 FC1487;SPC TN       -   151,610.      615,840.      MT  (+/- 180 meters Scaled)
 FC1487
 FC1487                          SUPERSEDED SURVEY CONTROL
 FC1487
 FC1487.No superseded survey control is available for this station.
 FC1487
 FC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE063512(NAD 83)
 FC1487_MARKER: DB = BENCH MARK DISK
 FC1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1487_STAMPING: E 32 1934
 FC1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1487+STABILITY: SURFACE MOTION
 FC1487
 FC1487  HISTORY     - Date     Condition        Report By
 FC1487  HISTORY     - 1934     MONUMENTED       CGS
 FC1487  HISTORY     - 1935     GOOD             NGS
 FC1487
 FC1487                          STATION DESCRIPTION
 FC1487
 FC1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1487'3.4 MI W FROM MC MINNVILLE.
 FC1487'3.4 MILES WEST ALONG STATE HIGHWAY 1 FROM THE PUBLIC SQUARE AT
 FC1487'MC MINNVILLE, WARREN COUNTY, 275 FEET WEST OF A BRIDGE, AND 35
 FC1487'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FC1487'STAMPED E 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0038 ***********************************************************************
 FD0038  DESIGNATION -  E 33
 FD0038  PID         -  FD0038
 FD0038  STATE/COUNTY-  TN/BEDFORD
 FD0038  USGS QUAD   -  WARTRACE (1980)
 FD0038
 FD0038                         *CURRENT SURVEY CONTROL
 FD0038  ___________________________________________________________________
 FD0038* NAD 83(1986)-  35 31 42.     (N)    086 20 11.     (W)     SCALED    
 FD0038* NAVD 88     -       249.078  (meters)     817.18   (feet)  ADJUSTED  
 FD0038  ___________________________________________________________________
 FD0038  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0038  DYNAMIC HT  -         248.849 (meters)     816.43  (feet)  COMP
 FD0038  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 FD0038
 FD0038  VERT ORDER  -  SECOND    CLASS 0
 FD0038
 FD0038.The horizontal coordinates were scaled from a topographic map and have
 FD0038.an estimated accuracy of +/- 6 seconds.
 FD0038
 FD0038.The orthometric height was determined by differential leveling
 FD0038.and adjusted by the National Geodetic Survey in June 1991..
 FD0038.WARNING-Repeat measurements at this control monument indicate possible
 FD0038.vertical movement.
 FD0038
 FD0038.The geoid height was determined by GEOID03.
 FD0038
 FD0038.The dynamic height is computed by dividing the NAVD 88
 FD0038.geopotential number by the normal gravity value computed on the
 FD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0038.degrees latitude (g = 980.6199 gals.).
 FD0038
 FD0038.The modeled gravity was interpolated from observed gravity values.
 FD0038
 FD0038;                    North         East    Units  Estimated Accuracy
 FD0038;SPC TN       -   132,640.      569,490.      MT  (+/- 180 meters Scaled)
 FD0038
 FD0038                          SUPERSEDED SURVEY CONTROL
 FD0038
 FD0038  NGVD 29 (??/??/92)  249.076  (m)          817.18   (f) ADJ UNCH    2 0
 FD0038
 FD0038.Superseded values are not recommended for survey control.
 FD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0038.See file dsdata.txt to determine how the superseded data were derived.
 FD0038
 FD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE601318(NAD 83)
 FD0038_MARKER: DB = BENCH MARK DISK
 FD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0038_STAMPING: E 33 1934
 FD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0038+STABILITY: SURFACE MOTION
 FD0038
 FD0038  HISTORY     - Date     Condition        Report By
 FD0038  HISTORY     - 1934     MONUMENTED       CGS
 FD0038  HISTORY     - 1960     GOOD             NGS
 FD0038
 FD0038                          STATION DESCRIPTION
 FD0038
 FD0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0038'AT WARTRACE.
 FD0038'THIS BENCH MARK IS LOCATED AT THE WARTRACE HIGH SCHOOL, ABOUT
 FD0038'0.1 MILE SOUTH OF THE RAILWAY DEPOT, 58 FT. SOUTH-SOUTHEAST OF
 FD0038'THE SOUTHEAST CORNER OF THE WARTRACE HIGH SCHOOL, 16 FT. NORTH
 FD0038'OF THE CENTER OF A PAVED ROAD, AND 2 FT. NORTHWEST OF A POWER
 FD0038'LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0038'6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0826 ***********************************************************************
 FD0826  DESIGNATION -  E 34
 FD0826  PID         -  FD0826
 FD0826  STATE/COUNTY-  TN/GILES
 FD0826  USGS QUAD   -  BODENHAM (1986)
 FD0826
 FD0826                         *CURRENT SURVEY CONTROL
 FD0826  ___________________________________________________________________
 FD0826* NAD 83(1986)-  35 13 33.     (N)    087 10 51.     (W)     SCALED    
 FD0826* NAVD 88     -       221.020  (meters)     725.13   (feet)  ADJUSTED  
 FD0826  ___________________________________________________________________
 FD0826  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0826  DYNAMIC HT  -         220.811 (meters)     724.44  (feet)  COMP
 FD0826  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FD0826
 FD0826  VERT ORDER  -  SECOND    CLASS 0
 FD0826
 FD0826.The horizontal coordinates were scaled from a topographic map and have
 FD0826.an estimated accuracy of +/- 6 seconds.
 FD0826
 FD0826.The orthometric height was determined by differential leveling
 FD0826.and adjusted by the National Geodetic Survey in June 1991..
 FD0826
 FD0826.The geoid height was determined by GEOID03.
 FD0826
 FD0826.The dynamic height is computed by dividing the NAVD 88
 FD0826.geopotential number by the normal gravity value computed on the
 FD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0826.degrees latitude (g = 980.6199 gals.).
 FD0826
 FD0826.The modeled gravity was interpolated from observed gravity values.
 FD0826
 FD0826;                    North         East    Units  Estimated Accuracy
 FD0826;SPC TN       -    99,670.      492,500.      MT  (+/- 180 meters Scaled)
 FD0826
 FD0826                          SUPERSEDED SURVEY CONTROL
 FD0826
 FD0826  NGVD 29 (??/??/92)  220.979  (m)          725.00   (f) ADJ UNCH    2 0
 FD0826
 FD0826.Superseded values are not recommended for survey control.
 FD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0826.See file dsdata.txt to determine how the superseded data were derived.
 FD0826
 FD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD835981(NAD 83)
 FD0826_MARKER: DB = BENCH MARK DISK
 FD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0826_STAMPING: E 34 1934
 FD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0826+STABILITY: SURFACE MOTION
 FD0826
 FD0826  HISTORY     - Date     Condition        Report By
 FD0826  HISTORY     - 1934     MONUMENTED       CGS
 FD0826  HISTORY     - 1953     GOOD             TVA
 FD0826
 FD0826                          STATION DESCRIPTION
 FD0826
 FD0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0826'1.6 MI W FROM BODENHAM.
 FD0826'1.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM BODENHAM, GILES
 FD0826'COUNTY, ABOUT 9 MILES WEST OF PULASKI, 350 YARDS EAST OF CHOATS
 FD0826'CREEK CHURCH, 126 FEET NORTH OF THE HIGHWAY, AT A PRIVATE GATE
 FD0826'ON A FIELD ROAD, AND 25 FEET NORTHWEST OF A SMALL CULVERT.  A
 FD0826'STANDARD DISK, STAMPED E 34 1934 AND SET IN THE TOP OF A CONCRETE
 FD0826'POST.  NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2
 FD0826'FEET WEST OF MONUMENT.  THERE IS A PAINTED WHITE ARROW ON
 FD0826'CULVERT.
 FD0826
 FD0826                          STATION RECOVERY (1953)
 FD0826
 FD0826'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0238 ***********************************************************************
 FE0238  DESIGNATION -  E 35
 FE0238  PID         -  FE0238
 FE0238  STATE/COUNTY-  TN/HARDIN
 FE0238  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0238
 FE0238                         *CURRENT SURVEY CONTROL
 FE0238  ___________________________________________________________________
 FE0238* NAD 83(1986)-  35 13 17.     (N)    088 19 04.     (W)     SCALED    
 FE0238* NAVD 88     -       139.599  (meters)     458.00   (feet)  ADJUSTED  
 FE0238  ___________________________________________________________________
 FE0238  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0238  DYNAMIC HT  -         139.472 (meters)     457.58  (feet)  COMP
 FE0238  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FE0238
 FE0238  VERT ORDER  -  FIRST     CLASS II
 FE0238
 FE0238.The horizontal coordinates were scaled from a topographic map and have
 FE0238.an estimated accuracy of +/- 6 seconds.
 FE0238
 FE0238.The orthometric height was determined by differential leveling
 FE0238.and adjusted by the National Geodetic Survey in June 1991..
 FE0238.WARNING-Repeat measurements at this control monument indicate possible
 FE0238.vertical movement.
 FE0238
 FE0238.The geoid height was determined by GEOID03.
 FE0238
 FE0238.The dynamic height is computed by dividing the NAVD 88
 FE0238.geopotential number by the normal gravity value computed on the
 FE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0238.degrees latitude (g = 980.6199 gals.).
 FE0238
 FE0238.The modeled gravity was interpolated from observed gravity values.
 FE0238
 FE0238;                    North         East    Units  Estimated Accuracy
 FE0238;SPC TN       -   101,030.      389,000.      MT  (+/- 180 meters Scaled)
 FE0238
 FE0238                          SUPERSEDED SURVEY CONTROL
 FE0238
 FE0238  NGVD 29 (??/??/??)  139.609  (m)          458.03   (f) ADJUSTED    1 2
 FE0238
 FE0238.Superseded values are not recommended for survey control.
 FE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0238.See file dsdata.txt to determine how the superseded data were derived.
 FE0238
 FE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD800983(NAD 83)
 FE0238_MARKER: DB = BENCH MARK DISK
 FE0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0238_STAMPING: 458 122 E 35 1934
 FE0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0238+STABILITY: SURFACE MOTION
 FE0238
 FE0238  HISTORY     - Date     Condition        Report By
 FE0238  HISTORY     - 1934     MONUMENTED       CGS
 FE0238  HISTORY     - 1949     GOOD             CGS
 FE0238  HISTORY     - 1962     GOOD             TVA
 FE0238
 FE0238                          STATION DESCRIPTION
 FE0238
 FE0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0238'AT CRUMP.
 FE0238'AT CRUMP, HARDIN COUNTY, ON U.S. HIGHWAY 64, ACROSS THE HIGHWAY
 FE0238'FROM THE OLD POST OFFICE (NOW ABANDONED), AT THE NORTHWEST CORNER
 FE0238'OF THE I.C. WEAVER GENERAL STORE, 0.5 FOOT EAST OF THE NORTHEAST
 FE0238'CORNER OF THE NEW POST OFFICE BUILDING, 42 FEET SOUTH OF THE
 FE0238'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE NORTHWEST
 FE0238'CORNER OF THE STORE.  A STANDARD DISK, STAMPED 458.122 E 35 1934
 FE0238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 FE0238'GROUND.  NOTE-- IT WAS REPORTED IN AUGUST 1949 THAT BETWEEN
 FE0238'THE GENERAL STORE AND THE NORTHEAST CORNER OF THE POST OFFICE
 FE0238'IS AN OPENING 1 FOOT WIDE.  THE BENCH MARK MUST BE APPROACHED FROM
 FE0238'THE REAR OF THE BUILDINGS.
 FE0238
 FE0238                          STATION RECOVERY (1962)
 FE0238
 FE0238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0344 ***********************************************************************
 FE0344  DESIGNATION -  E 36
 FE0344  PID         -  FE0344
 FE0344  STATE/COUNTY-  TN/HARDIN
 FE0344  USGS QUAD   -  OLIVEHILL (1972)
 FE0344
 FE0344                         *CURRENT SURVEY CONTROL
 FE0344  ___________________________________________________________________
 FE0344* NAD 83(1986)-  35 15 57.     (N)    088 03 02.     (W)     SCALED    
 FE0344* NAVD 88     -       215.625  (meters)     707.43   (feet)  ADJUSTED  
 FE0344  ___________________________________________________________________
 FE0344  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0344  DYNAMIC HT  -         215.424 (meters)     706.77  (feet)  COMP
 FE0344  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE0344
 FE0344  VERT ORDER  -  SECOND    CLASS 0
 FE0344
 FE0344.The horizontal coordinates were scaled from a topographic map and have
 FE0344.an estimated accuracy of +/- 6 seconds.
 FE0344
 FE0344.The orthometric height was determined by differential leveling
 FE0344.and adjusted by the National Geodetic Survey in June 1991..
 FE0344
 FE0344.The geoid height was determined by GEOID03.
 FE0344
 FE0344.The dynamic height is computed by dividing the NAVD 88
 FE0344.geopotential number by the normal gravity value computed on the
 FE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0344.degrees latitude (g = 980.6199 gals.).
 FE0344
 FE0344.The modeled gravity was interpolated from observed gravity values.
 FE0344
 FE0344;                    North         East    Units  Estimated Accuracy
 FE0344;SPC TN       -   105,420.      413,430.      MT  (+/- 180 meters Scaled)
 FE0344
 FE0344                          SUPERSEDED SURVEY CONTROL
 FE0344
 FE0344  NGVD 29 (??/??/??)  215.625  (m)          707.43   (f) ADJUSTED    2 0
 FE0344
 FE0344.Superseded values are not recommended for survey control.
 FE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0344.See file dsdata.txt to determine how the superseded data were derived.
 FE0344
 FE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044030(NAD 83)
 FE0344_MARKER: DB = BENCH MARK DISK
 FE0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0344_STAMPING: E 36 1934
 FE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0344+STABILITY: SURFACE MOTION
 FE0344
 FE0344  HISTORY     - Date     Condition        Report By
 FE0344  HISTORY     - 1934     MONUMENTED       CGS
 FE0344  HISTORY     - 1949     GOOD             CGS
 FE0344  HISTORY     - 1962     GOOD             TVA
 FE0344
 FE0344                          STATION DESCRIPTION
 FE0344
 FE0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0344'1.2 MI SW FROM OLIVE HILL.
 FE0344'1.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0344'COUNTY, AT THE TOP OF A LONG GRADE, 125 YARDS EAST OF THE
 FE0344'CENTER OF A ROAD INTERSECTION, AT THE EDGE OF AN OLD BORROW
 FE0344'PIT, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FE0344'SOUTH OF A STEEL POST.  A STANDARD DISK, STAMPED E 36 1934 AND
 FE0344'SET IN THE TOP OF A CONCRETE POST.
 FE0344
 FE0344                          STATION RECOVERY (1962)
 FE0344
 FE0344'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0855 ***********************************************************************
 FD0855  DESIGNATION -  E 37
 FD0855  PID         -  FD0855
 FD0855  STATE/COUNTY-  TN/GILES
 FD0855  USGS QUAD   -  LYNNVILLE (1987)
 FD0855
 FD0855                         *CURRENT SURVEY CONTROL
 FD0855  ___________________________________________________________________
 FD0855* NAD 83(1986)-  35 22 36.     (N)    087 00 22.     (W)     SCALED    
 FD0855* NAVD 88     -       230.136  (meters)     755.04   (feet)  ADJUSTED  
 FD0855  ___________________________________________________________________
 FD0855  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0855  DYNAMIC HT  -         229.922 (meters)     754.34  (feet)  COMP
 FD0855  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD0855
 FD0855  VERT ORDER  -  SECOND    CLASS 0
 FD0855
 FD0855.The horizontal coordinates were scaled from a topographic map and have
 FD0855.an estimated accuracy of +/- 6 seconds.
 FD0855
 FD0855.The orthometric height was determined by differential leveling
 FD0855.and adjusted by the National Geodetic Survey in June 1991..
 FD0855
 FD0855.The geoid height was determined by GEOID03.
 FD0855
 FD0855.The dynamic height is computed by dividing the NAVD 88
 FD0855.geopotential number by the normal gravity value computed on the
 FD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0855.degrees latitude (g = 980.6199 gals.).
 FD0855
 FD0855.The modeled gravity was interpolated from observed gravity values.
 FD0855
 FD0855;                    North         East    Units  Estimated Accuracy
 FD0855;SPC TN       -   116,230.      508,580.      MT  (+/- 180 meters Scaled)
 FD0855
 FD0855                          SUPERSEDED SURVEY CONTROL
 FD0855
 FD0855  NGVD 29 (??/??/92)  230.100  (m)          754.92   (f) ADJ UNCH    2 0
 FD0855
 FD0855.Superseded values are not recommended for survey control.
 FD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0855.See file dsdata.txt to determine how the superseded data were derived.
 FD0855
 FD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994148(NAD 83)
 FD0855_MARKER: DB = BENCH MARK DISK
 FD0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0855_STAMPING: E 37 1934
 FD0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0855+STABILITY: SURFACE MOTION
 FD0855
 FD0855  HISTORY     - Date     Condition        Report By
 FD0855  HISTORY     - 1934     MONUMENTED       CGS
 FD0855
 FD0855                          STATION DESCRIPTION
 FD0855
 FD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0855'AT LYNNVILLE.
 FD0855'AT LYNNVILLE, GILES COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0855'RAILROAD, 12 RAILS SOUTH OF MILEPOST L 250, 4-1/2 RAILS SOUTH OF
 FD0855'THE STATION, 2-1/2 RAILS SOUTH OF THE CENTER OF A ROAD CROSSING,
 FD0855'IN THE NORTHEAST CORNER OF A PARK, 35 FEET WEST OF THE CENTERLINE
 FD0855'OF THE TRACK, 10 FEET SOUTHEAST OF AN IRON RAIL FENCE, AND 5 FEET
 FD0855'NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED E 37 1934 AND
 FD0855'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1342 ***********************************************************************
 FC1342  DESIGNATION -  E 38
 FC1342  PID         -  FC1342
 FC1342  STATE/COUNTY-  TN/MARION
 FC1342  USGS QUAD   -  MONTEAGLE (1982)
 FC1342
 FC1342                         *CURRENT SURVEY CONTROL
 FC1342  ___________________________________________________________________
 FC1342* NAD 83(1986)-  35 11 11.     (N)    085 48 36.     (W)     SCALED    
 FC1342* NAVD 88     -       331.654  (meters)    1088.10   (feet)  ADJUSTED  
 FC1342  ___________________________________________________________________
 FC1342  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1342  DYNAMIC HT  -         331.318 (meters)    1087.00  (feet)  COMP
 FC1342  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 FC1342
 FC1342  VERT ORDER  -  SECOND    CLASS 0
 FC1342
 FC1342.The horizontal coordinates were scaled from a topographic map and have
 FC1342.an estimated accuracy of +/- 6 seconds.
 FC1342
 FC1342.The orthometric height was determined by differential leveling
 FC1342.and adjusted by the National Geodetic Survey in June 1991..
 FC1342
 FC1342.The geoid height was determined by GEOID03.
 FC1342
 FC1342.The dynamic height is computed by dividing the NAVD 88
 FC1342.geopotential number by the normal gravity value computed on the
 FC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1342.degrees latitude (g = 980.6199 gals.).
 FC1342
 FC1342.The modeled gravity was interpolated from observed gravity values.
 FC1342
 FC1342;                    North         East    Units  Estimated Accuracy
 FC1342;SPC TN       -    94,660.      617,310.      MT  (+/- 180 meters Scaled)
 FC1342
 FC1342                          SUPERSEDED SURVEY CONTROL
 FC1342
 FC1342  NGVD 29 (??/??/92)  331.636  (m)         1088.04   (f) ADJ UNCH    2 0
 FC1342
 FC1342.Superseded values are not recommended for survey control.
 FC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1342.See file dsdata.txt to determine how the superseded data were derived.
 FC1342
 FC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD083943(NAD 83)
 FC1342_MARKER: DB = BENCH MARK DISK
 FC1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1342_SP_SET: CULVERT
 FC1342_STAMPING: E 38 1934
 FC1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1342
 FC1342  HISTORY     - Date     Condition        Report By
 FC1342  HISTORY     - 1934     MONUMENTED       CGS
 FC1342  HISTORY     - 1962     GOOD             NGS
 FC1342  HISTORY     - 1967     MARK NOT FOUND   USGS
 FC1342
 FC1342                          STATION DESCRIPTION
 FC1342
 FC1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1342'4.8 MI SE FROM MONTEAGLE.
 FC1342'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE GO SOUTHEAST
 FC1342'ON U.S. HIGHWAYS 41-64 FOR 4.8 MILES TO THE MARK SET IN THE
 FC1342'HEADWALL OF A CONCRETE CULVERT, 0.1 MILE NORTHEAST OF THE NEW
 FC1342'HIGHWAY, ON THE OLD HIGHWAY, 0.15 MILE NORTH OF THE JUNCTION OF
 FC1342'THE OLD HIGHWAY AND THE NEW HIGHWAY, 300 FEET SOUTHWEST OF A SHARP
 FC1342'CURVE IN THE OLD HIGHWAY, 18.5 FEET NORTHEAST OF THE CENTER OF
 FC1342'THE OLD HIGHWAY, 9.4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 FC1342'HEADWALL AND ABOUT 20 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY.
 FC1342'A STANDARD DISK DRILLED IN A CONCRETE HEADWALL OF A CULVERT.
 FC1342
 FC1342                          STATION RECOVERY (1967)
 FC1342
 FC1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FC1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1168 ***********************************************************************
 FC1168  DESIGNATION -  E 39
 FC1168  PID         -  FC1168
 FC1168  STATE/COUNTY-  TN/HAMILTON
 FC1168  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1168
 FC1168                         *CURRENT SURVEY CONTROL
 FC1168  ___________________________________________________________________
 FC1168* NAD 83(1986)-  35 03 54.     (N)    085 10 11.     (W)     SCALED    
 FC1168* NAVD 88     -       216.115  (meters)     709.04   (feet)  ADJUSTED  
 FC1168  ___________________________________________________________________
 FC1168  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC1168  DYNAMIC HT  -         215.900 (meters)     708.33  (feet)  COMP
 FC1168  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FC1168
 FC1168  VERT ORDER  -  SECOND    CLASS 0
 FC1168
 FC1168.The horizontal coordinates were scaled from a topographic map and have
 FC1168.an estimated accuracy of +/- 6 seconds.
 FC1168
 FC1168.The orthometric height was determined by differential leveling
 FC1168.and adjusted by the National Geodetic Survey in June 1991..
 FC1168
 FC1168.The geoid height was determined by GEOID03.
 FC1168
 FC1168.The dynamic height is computed by dividing the NAVD 88
 FC1168.geopotential number by the normal gravity value computed on the
 FC1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1168.degrees latitude (g = 980.6199 gals.).
 FC1168
 FC1168.The modeled gravity was interpolated from observed gravity values.
 FC1168
 FC1168;                    North         East    Units  Estimated Accuracy
 FC1168;SPC TN       -    81,500.      675,740.      MT  (+/- 180 meters Scaled)
 FC1168
 FC1168                          SUPERSEDED SURVEY CONTROL
 FC1168
 FC1168  NGVD 29 (??/??/92)  216.140  (m)          709.12   (f) ADJ UNCH    2 0
 FC1168
 FC1168.Superseded values are not recommended for survey control.
 FC1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1168.See file dsdata.txt to determine how the superseded data were derived.
 FC1168
 FC1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD668817(NAD 83)
 FC1168_MARKER: DB = BENCH MARK DISK
 FC1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1168_STAMPING: E 39 1934
 FC1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1168+STABILITY: SURFACE MOTION
 FC1168
 FC1168  HISTORY     - Date     Condition        Report By
 FC1168  HISTORY     - 1934     MONUMENTED       CGS
 FC1168  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1168
 FC1168                          STATION DESCRIPTION
 FC1168
 FC1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1168'3.2 MI E FROM MC CARTY.
 FC1168'3.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1168'MC CARTY, HAMILTON COUNTY, 3/4 MILE WEST OF THE STATION AT TYNER,
 FC1168'10 RAILS EAST OF MILEPOST 233, AND 25 FEET NORTH OF THE NORTH
 FC1168'TRACK.  A STANDARD DISK, STAMPED E 39 1934 AND SET IN THE TOP
 FC1168'OF A CONCRETE POST.
 FC1168
 FC1168                          STATION RECOVERY (1972)
 FC1168
 FC1168'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1142 ***********************************************************************
 FC1142  DESIGNATION -  E 40
 FC1142  PID         -  FC1142
 FC1142  STATE/COUNTY-  TN/HAMILTON
 FC1142  USGS QUAD   -  CHATTANOOGA (1976)
 FC1142
 FC1142                         *CURRENT SURVEY CONTROL
 FC1142  ___________________________________________________________________
 FC1142* NAD 83(1986)-  35 04 40.     (N)    085 19 15.     (W)     SCALED    
 FC1142* NAVD 88     -       228.131  (meters)     748.46   (feet)  ADJUSTED  
 FC1142  ___________________________________________________________________
 FC1142  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FC1142  DYNAMIC HT  -         227.903 (meters)     747.71  (feet)  COMP
 FC1142  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FC1142
 FC1142  VERT ORDER  -  SECOND    CLASS 0
 FC1142
 FC1142.The horizontal coordinates were scaled from a topographic map and have
 FC1142.an estimated accuracy of +/- 6 seconds.
 FC1142
 FC1142.The orthometric height was determined by differential leveling
 FC1142.and adjusted by the National Geodetic Survey in June 1991..
 FC1142
 FC1142.The geoid height was determined by GEOID03.
 FC1142
 FC1142.The dynamic height is computed by dividing the NAVD 88
 FC1142.geopotential number by the normal gravity value computed on the
 FC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1142.degrees latitude (g = 980.6199 gals.).
 FC1142
 FC1142.The modeled gravity was interpolated from observed gravity values.
 FC1142
 FC1142;                    North         East    Units  Estimated Accuracy
 FC1142;SPC TN       -    82,810.      661,940.      MT  (+/- 180 meters Scaled)
 FC1142
 FC1142                          SUPERSEDED SURVEY CONTROL
 FC1142
 FC1142  NGVD 29 (??/??/92)  228.163  (m)          748.56   (f) ADJ UNCH    2 0
 FC1142
 FC1142.Superseded values are not recommended for survey control.
 FC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1142.See file dsdata.txt to determine how the superseded data were derived.
 FC1142
 FC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD530829(NAD 83)
 FC1142_MARKER: DB = BENCH MARK DISK
 FC1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1142_SP_SET: WATER TABLE
 FC1142_STAMPING: E 40 1934
 FC1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1142
 FC1142  HISTORY     - Date     Condition        Report By
 FC1142  HISTORY     - 1934     MONUMENTED       CGS
 FC1142  HISTORY     - 20000114 GOOD             USPSQD
 FC1142
 FC1142                          STATION DESCRIPTION
 FC1142
 FC1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1142'2 MI N FROM CHATTANOOGA.
 FC1142'2.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1142'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1142'150 FEET NORTHWEST OF A STATE HIGHWAY GARAGE, ON THE NORTH
 FC1142'SIDE OF STRINGERS RIDGE, ON THE EAST SIDE OF THE HIGHWAY, AT
 FC1142'THE NORTH END OF THE CHATTANOOGA TRACTION CO. UNDERPASS, AND
 FC1142'IN THE CONCRETE WATER TABLE.  A STANDARD DISK, STAMPED E 40 1934.
 FC1142
 FC1142                          STATION RECOVERY (2000)
 FC1142
 FC1142'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0973 ***********************************************************************
 FC0973  DESIGNATION -  E 42
 FC0973  PID         -  FC0973
 FC0973  STATE/COUNTY-  TN/BLEDSOE
 FC0973  USGS QUAD   -  PIKEVILLE (1977)
 FC0973
 FC0973                         *CURRENT SURVEY CONTROL
 FC0973  ___________________________________________________________________
 FC0973* NAD 83(1986)-  35 35 11.     (N)    085 13 06.     (W)     SCALED    
 FC0973* NAVD 88     -       253.471  (meters)     831.60   (feet)  ADJUSTED  
 FC0973  ___________________________________________________________________
 FC0973  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC0973  DYNAMIC HT  -         253.230 (meters)     830.81  (feet)  COMP
 FC0973  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FC0973
 FC0973  VERT ORDER  -  SECOND    CLASS 0
 FC0973
 FC0973.The horizontal coordinates were scaled from a topographic map and have
 FC0973.an estimated accuracy of +/- 6 seconds.
 FC0973
 FC0973.The orthometric height was determined by differential leveling
 FC0973.and adjusted by the National Geodetic Survey in June 1991..
 FC0973
 FC0973.The geoid height was determined by GEOID03.
 FC0973
 FC0973.The dynamic height is computed by dividing the NAVD 88
 FC0973.geopotential number by the normal gravity value computed on the
 FC0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0973.degrees latitude (g = 980.6199 gals.).
 FC0973
 FC0973.The modeled gravity was interpolated from observed gravity values.
 FC0973
 FC0973;                    North         East    Units  Estimated Accuracy
 FC0973;SPC TN       -   139,310.      670,840.      MT  (+/- 180 meters Scaled)
 FC0973
 FC0973                          SUPERSEDED SURVEY CONTROL
 FC0973
 FC0973  NGVD 29 (??/??/92)  253.521  (m)          831.76   (f) ADJ UNCH    2 0
 FC0973
 FC0973.Superseded values are not recommended for survey control.
 FC0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0973.See file dsdata.txt to determine how the superseded data were derived.
 FC0973
 FC0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE614395(NAD 83)
 FC0973_MARKER: DB = BENCH MARK DISK
 FC0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0973_STAMPING: E 42 1934
 FC0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0973+STABILITY: SURFACE MOTION
 FC0973
 FC0973  HISTORY     - Date     Condition        Report By
 FC0973  HISTORY     - 1934     MONUMENTED       CGS
 FC0973  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC0973
 FC0973                          STATION DESCRIPTION
 FC0973
 FC0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC0973'2 MI SW FROM PIKEVILLE.
 FC0973'2.0 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC0973'LOUIS RAILWAY FROM PIKEVILLE, BLEDSOE COUNTY, 10 POLES NORTH
 FC0973'OF MILEPOST 55, 25 FEET WEST OF THE TRACK, AND 10 RAILS SOUTH
 FC0973'OF A HIGHWAY GRADE CROSSING.  A STANDARD DISK, STAMPED E 42 1934
 FC0973'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1018 ***********************************************************************
 FC1018  DESIGNATION -  E 43
 FC1018  PID         -  FC1018
 FC1018  STATE/COUNTY-  TN/VAN BUREN
 FC1018  USGS QUAD   -  BALD KNOB (1979)
 FC1018
 FC1018                         *CURRENT SURVEY CONTROL
 FC1018  ___________________________________________________________________
 FC1018* NAD 83(1986)-  35 47 44.     (N)    085 27 37.     (W)     SCALED    
 FC1018* NAVD 88     -       284.817  (meters)     934.44   (feet)  ADJUSTED  
 FC1018  ___________________________________________________________________
 FC1018  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1018  DYNAMIC HT  -         284.559 (meters)     933.59  (feet)  COMP
 FC1018  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FC1018
 FC1018  VERT ORDER  -  SECOND    CLASS 0
 FC1018
 FC1018.The horizontal coordinates were scaled from a topographic map and have
 FC1018.an estimated accuracy of +/- 6 seconds.
 FC1018
 FC1018.The orthometric height was determined by differential leveling
 FC1018.and adjusted by the National Geodetic Survey in June 1991..
 FC1018
 FC1018.The geoid height was determined by GEOID03.
 FC1018
 FC1018.The dynamic height is computed by dividing the NAVD 88
 FC1018.geopotential number by the normal gravity value computed on the
 FC1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1018.degrees latitude (g = 980.6199 gals.).
 FC1018
 FC1018.The modeled gravity was interpolated from observed gravity values.
 FC1018
 FC1018;                    North         East    Units  Estimated Accuracy
 FC1018;SPC TN       -   162,370.      648,790.      MT  (+/- 180 meters Scaled)
 FC1018
 FC1018                          SUPERSEDED SURVEY CONTROL
 FC1018
 FC1018  NGVD 29 (??/??/92)  284.873  (m)          934.62   (f) ADJ UNCH    2 0
 FC1018
 FC1018.Superseded values are not recommended for survey control.
 FC1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1018.See file dsdata.txt to determine how the superseded data were derived.
 FC1018
 FC1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE391623(NAD 83)
 FC1018_MARKER: DB = BENCH MARK DISK
 FC1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1018_STAMPING: E 43 1934
 FC1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1018+STABILITY: SURFACE MOTION
 FC1018
 FC1018  HISTORY     - Date     Condition        Report By
 FC1018  HISTORY     - 1934     MONUMENTED       CGS
 FC1018  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1018
 FC1018                          STATION DESCRIPTION
 FC1018
 FC1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1018'3.3 MI N FROM SPENCER.
 FC1018'3.3 MILES NORTH ALONG STATE HIGHWAY 111 FROM SPENCER, VAN BUREN
 FC1018'COUNTY, 300 FEET SOUTHEAST OF A SAWMILL, 25 FEET WEST OF THE
 FC1018'CENTERLINE OF THE HIGHWAY, AND NEAR THE CORNER OF A GARDEN
 FC1018'FENCE.  A STANDARD DISK, STAMPED E 43 1934 AND SET IN THE TOP OF A
 FC1018'CONCRETE POST.
 FC1018
 FC1018                          STATION RECOVERY (2002)
 FC1018
 FC1018'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1044 ***********************************************************************
 FC1044  DESIGNATION -  E 44
 FC1044  PID         -  FC1044
 FC1044  STATE/COUNTY-  TN/BLEDSOE
 FC1044  USGS QUAD   -  PIKEVILLE (1977)
 FC1044
 FC1044                         *CURRENT SURVEY CONTROL
 FC1044  ___________________________________________________________________
 FC1044* NAD 83(1986)-  35 35 36.     (N)    085 09 04.     (W)     SCALED    
 FC1044* NAVD 88     -       526.199  (meters)    1726.37   (feet)  ADJUSTED  
 FC1044  ___________________________________________________________________
 FC1044  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FC1044  DYNAMIC HT  -         525.695 (meters)    1724.72  (feet)  COMP
 FC1044  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FC1044
 FC1044  VERT ORDER  -  SECOND    CLASS 0
 FC1044
 FC1044.The horizontal coordinates were scaled from a topographic map and have
 FC1044.an estimated accuracy of +/- 6 seconds.
 FC1044
 FC1044.The orthometric height was determined by differential leveling
 FC1044.and adjusted by the National Geodetic Survey in June 1991..
 FC1044
 FC1044.The geoid height was determined by GEOID03.
 FC1044
 FC1044.The dynamic height is computed by dividing the NAVD 88
 FC1044.geopotential number by the normal gravity value computed on the
 FC1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1044.degrees latitude (g = 980.6199 gals.).
 FC1044
 FC1044.The modeled gravity was interpolated from observed gravity values.
 FC1044
 FC1044;                    North         East    Units  Estimated Accuracy
 FC1044;SPC TN       -   140,130.      676,930.      MT  (+/- 180 meters Scaled)
 FC1044
 FC1044                          SUPERSEDED SURVEY CONTROL
 FC1044
 FC1044  NGVD 29 (??/??/92)  526.261  (m)         1726.57   (f) ADJ UNCH    2 0
 FC1044
 FC1044.Superseded values are not recommended for survey control.
 FC1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1044.See file dsdata.txt to determine how the superseded data were derived.
 FC1044
 FC1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE674404(NAD 83)
 FC1044_MARKER: DB = BENCH MARK DISK
 FC1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1044_SP_SET: CULVERT
 FC1044_STAMPING: E 44 1934
 FC1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1044
 FC1044  HISTORY     - Date     Condition        Report By
 FC1044  HISTORY     - 1934     MONUMENTED       CGS
 FC1044
 FC1044                          STATION DESCRIPTION
 FC1044
 FC1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1044'5.5 MI E FROM PIKEVILLE.
 FC1044'5.5 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1044'COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL,
 FC1044'11 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST
 FC1044'OF THE EAST END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 FC1044'E 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2319 ***********************************************************************
 GA2319  DESIGNATION -  E 45
 GA2319  PID         -  GA2319
 GA2319  STATE/COUNTY-  TN/KNOX
 GA2319  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2319
 GA2319                         *CURRENT SURVEY CONTROL
 GA2319  ___________________________________________________________________
 GA2319* NAD 83(1986)-  36 00 53.     (N)    083 55 26.     (W)     SCALED    
 GA2319* NAVD 88     -       298.544  (meters)     979.47   (feet)  ADJUSTED  
 GA2319  ___________________________________________________________________
 GA2319  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2319  DYNAMIC HT  -         298.267 (meters)     978.56  (feet)  COMP
 GA2319  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 GA2319
 GA2319  VERT ORDER  -  SECOND    CLASS 0
 GA2319
 GA2319.The horizontal coordinates were scaled from a topographic map and have
 GA2319.an estimated accuracy of +/- 6 seconds.
 GA2319
 GA2319.The orthometric height was determined by differential leveling
 GA2319.and adjusted by the National Geodetic Survey in June 1991..
 GA2319
 GA2319.The geoid height was determined by GEOID03.
 GA2319
 GA2319.The dynamic height is computed by dividing the NAVD 88
 GA2319.geopotential number by the normal gravity value computed on the
 GA2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2319.degrees latitude (g = 980.6199 gals.).
 GA2319
 GA2319.The modeled gravity was interpolated from observed gravity values.
 GA2319
 GA2319;                    North         East    Units  Estimated Accuracy
 GA2319;SPC TN       -   188,530.      787,130.      MT  (+/- 180 meters Scaled)
 GA2319
 GA2319                          SUPERSEDED SURVEY CONTROL
 GA2319
 GA2319  NGVD 29 (??/??/92)  298.673  (m)          979.90   (f) ADJ UNCH    2 0
 GA2319
 GA2319.Superseded values are not recommended for survey control.
 GA2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2319.See file dsdata.txt to determine how the superseded data were derived.
 GA2319
 GA2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV364895(NAD 83)
 GA2319_MARKER: DB = BENCH MARK DISK
 GA2319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2319_SP_SET: BRIDGE
 GA2319_STAMPING: E 45 1934
 GA2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2319
 GA2319  HISTORY     - Date     Condition        Report By
 GA2319  HISTORY     - 1934     MONUMENTED       CGS
 GA2319  HISTORY     - 1968     GOOD             NGS
 GA2319  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA2319
 GA2319                          STATION DESCRIPTION
 GA2319
 GA2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2319'AT KNOXVILLE.
 GA2319'AT THE NORTH CITY LIMIT OF KNOXVILLE, KNOX COUNTY, ON THE SOUTHERN
 GA2319'RAILWAY, TWO POLES SOUTH OF THE CITY-LIMIT SIGN, NEAR MILEAGE 4.4,
 GA2319'AT THE NORTH BROADWAY UNDERPASS, IN THE TOP OF THE EAST SIDE OF
 GA2319'THE SOUTH ABUTMENT OVER THE SOUTHEAST BRIDGE SEAT, 12 INCHES SOUTH
 GA2319'OF THE NORTH EDGE OF THE ABUTMENT, AND 30 INCHES SOUTHEAST OF THE
 GA2319'EAST RAIL.  A STANDARD DISK, STAMPED E 45 1934.
 GA2319
 GA2319                          STATION RECOVERY (1968)
 GA2319
 GA2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GA2319'RECOVERED IN GOOD CONDITION.
 GA2319
 GA2319                          STATION RECOVERY (1981)
 GA2319
 GA2319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2281 ***********************************************************************
 GA2281  DESIGNATION -  E 46
 GA2281  PID         -  GA2281
 GA2281  STATE/COUNTY-  TN/CLAIBORNE
 GA2281  USGS QUAD   -  TAZEWELL (1971)
 GA2281
 GA2281                         *CURRENT SURVEY CONTROL
 GA2281  ___________________________________________________________________
 GA2281* NAD 83(1986)-  36 26 27.     (N)    083 36 01.     (W)     SCALED    
 GA2281* NAVD 88     -       448.596  (meters)    1471.77   (feet)  ADJUSTED  
 GA2281  ___________________________________________________________________
 GA2281  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2281  DYNAMIC HT  -         448.189 (meters)    1470.43  (feet)  COMP
 GA2281  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2281
 GA2281  VERT ORDER  -  SECOND    CLASS 0
 GA2281
 GA2281.The horizontal coordinates were scaled from a topographic map and have
 GA2281.an estimated accuracy of +/- 6 seconds.
 GA2281
 GA2281.The orthometric height was determined by differential leveling
 GA2281.and adjusted by the National Geodetic Survey in June 1991..
 GA2281
 GA2281.The geoid height was determined by GEOID03.
 GA2281
 GA2281.The dynamic height is computed by dividing the NAVD 88
 GA2281.geopotential number by the normal gravity value computed on the
 GA2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2281.degrees latitude (g = 980.6199 gals.).
 GA2281
 GA2281.The modeled gravity was interpolated from observed gravity values.
 GA2281
 GA2281;                    North         East    Units  Estimated Accuracy
 GA2281;SPC TN       -   236,470.      815,140.      MT  (+/- 180 meters Scaled)
 GA2281
 GA2281                          SUPERSEDED SURVEY CONTROL
 GA2281
 GA2281  NGVD 29 (??/??/92)  448.706  (m)         1472.13   (f) ADJ UNCH    2 0
 GA2281
 GA2281.Superseded values are not recommended for survey control.
 GA2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2281.See file dsdata.txt to determine how the superseded data were derived.
 GA2281
 GA2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA669359(NAD 83)
 GA2281_MARKER: DB = BENCH MARK DISK
 GA2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2281_STAMPING: E 46 1934
 GA2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2281+STABILITY: SURFACE MOTION
 GA2281
 GA2281  HISTORY     - Date     Condition        Report By
 GA2281  HISTORY     - 1934     MONUMENTED       CGS
 GA2281  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2281
 GA2281                          STATION DESCRIPTION
 GA2281
 GA2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2281'AT TAZEWELL.
 GA2281'AT TAZEWELL, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 10 RAILS
 GA2281'WEST OF THE STATION, 25 FEET NORTH OF THE TRACK, AND IN LINE
 GA2281'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED E 46 1934 AND
 GA2281'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1680 ***********************************************************************
 GB1680  DESIGNATION -  E 48
 GB1680  PID         -  GB1680
 GB1680  STATE/COUNTY-  TN/FENTRESS
 GB1680  USGS QUAD   -  CLARKRANGE (1974)
 GB1680
 GB1680                         *CURRENT SURVEY CONTROL
 GB1680  ___________________________________________________________________
 GB1680* NAD 83(1986)-  36 11 19.     (N)    085 01 13.     (W)     SCALED    
 GB1680* NAVD 88     -       555.701  (meters)    1823.16   (feet)  ADJUSTED  
 GB1680  ___________________________________________________________________
 GB1680  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB1680  DYNAMIC HT  -         555.197 (meters)    1821.51  (feet)  COMP
 GB1680  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GB1680
 GB1680  VERT ORDER  -  SECOND    CLASS 0
 GB1680
 GB1680.The horizontal coordinates were scaled from a topographic map and have
 GB1680.an estimated accuracy of +/- 6 seconds.
 GB1680
 GB1680.The orthometric height was determined by differential leveling
 GB1680.and adjusted by the National Geodetic Survey in June 1991..
 GB1680
 GB1680.The geoid height was determined by GEOID03.
 GB1680
 GB1680.The dynamic height is computed by dividing the NAVD 88
 GB1680.geopotential number by the normal gravity value computed on the
 GB1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1680.degrees latitude (g = 980.6199 gals.).
 GB1680
 GB1680.The modeled gravity was interpolated from observed gravity values.
 GB1680
 GB1680;                    North         East    Units  Estimated Accuracy
 GB1680;SPC TN       -   206,280.      688,120.      MT  (+/- 180 meters Scaled)
 GB1680
 GB1680                          SUPERSEDED SURVEY CONTROL
 GB1680
 GB1680  NGVD 29 (??/??/92)  555.777  (m)         1823.41   (f) ADJ UNCH    2 0
 GB1680
 GB1680.Superseded values are not recommended for survey control.
 GB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1680.See file dsdata.txt to determine how the superseded data were derived.
 GB1680
 GB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF780066(NAD 83)
 GB1680_MARKER: DB = BENCH MARK DISK
 GB1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1680_STAMPING: E 48 1934
 GB1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1680+STABILITY: SURFACE MOTION
 GB1680
 GB1680  HISTORY     - Date     Condition        Report By
 GB1680  HISTORY     - 1934     MONUMENTED       CGS
 GB1680
 GB1680                          STATION DESCRIPTION
 GB1680
 GB1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1680'AT CLARKRANGE.
 GB1680'AT CLARKRANGE, FENTRESS COUNTY, ON STATE HIGHWAY 28, 400 FEET
 GB1680'NORTH OF THE STORE OF W.E. MC DONALD AND CO., IN FRONT OF THE HOME
 GB1680'OF W.E. MC DONALD, 1 FOOT WEST OF THE FENCE, AND 25 FEET EAST OF THE
 GB1680'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 48 1934
 GB1680'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0893 ***********************************************************************
 GB0893  DESIGNATION -  E 49
 GB0893  PID         -  GB0893
 GB0893  STATE/COUNTY-  TN/MORGAN
 GB0893  USGS QUAD   -  RUGBY (1984)
 GB0893
 GB0893                         *CURRENT SURVEY CONTROL
 GB0893  ___________________________________________________________________
 GB0893* NAD 83(1986)-  36 15 10.     (N)    084 40 03.     (W)     SCALED    
 GB0893* NAVD 88     -       422.123  (meters)    1384.92   (feet)  ADJUSTED  
 GB0893  ___________________________________________________________________
 GB0893  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0893  DYNAMIC HT  -         421.754 (meters)    1383.70  (feet)  COMP
 GB0893  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 GB0893
 GB0893  VERT ORDER  -  FIRST     CLASS II
 GB0893
 GB0893.The horizontal coordinates were scaled from a topographic map and have
 GB0893.an estimated accuracy of +/- 6 seconds.
 GB0893
 GB0893.The orthometric height was determined by differential leveling
 GB0893.and adjusted by the National Geodetic Survey in June 1991..
 GB0893
 GB0893.The geoid height was determined by GEOID03.
 GB0893
 GB0893.The dynamic height is computed by dividing the NAVD 88
 GB0893.geopotential number by the normal gravity value computed on the
 GB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0893.degrees latitude (g = 980.6199 gals.).
 GB0893
 GB0893.The modeled gravity was interpolated from observed gravity values.
 GB0893
 GB0893;                    North         East    Units  Estimated Accuracy
 GB0893;SPC TN       -   213,780.      719,750.      MT  (+/- 180 meters Scaled)
 GB0893
 GB0893                          SUPERSEDED SURVEY CONTROL
 GB0893
 GB0893  NGVD 29 (??/??/92)  422.232  (m)         1385.27   (f) ADJ UNCH    1 2
 GB0893
 GB0893.Superseded values are not recommended for survey control.
 GB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0893.See file dsdata.txt to determine how the superseded data were derived.
 GB0893
 GB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF095145(NAD 83)
 GB0893_MARKER: DB = BENCH MARK DISK
 GB0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0893_SP_SET: CULVERT
 GB0893_STAMPING: E 49 1934
 GB0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0893
 GB0893  HISTORY     - Date     Condition        Report By
 GB0893  HISTORY     - 1934     MONUMENTED       CGS
 GB0893  HISTORY     - 1950     GOOD             NGS
 GB0893  HISTORY     - 1968     MARK NOT FOUND   USGS
 GB0893
 GB0893                          STATION DESCRIPTION
 GB0893
 GB0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0893'1 MI N FROM SUNBRIGHT.
 GB0893'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0893'AT SUNBRIGHT, 56 FEET WEST-NORTHWEST OF MILE POST 231, 60 FEET
 GB0893'WEST OF THE WEST RAIL, 67 1/2 FEET SOUTHWEST OF THE CENTER OF A
 GB0893'ROAD CROSSING, 19 1/2 FEET EAST OF THE CENTER LINE OF U.S.
 GB0893'HIGHWAY 27, ABOUT 75 YARDS SOUTH OF THE CENTER OF THE JUNCTION
 GB0893'OF THE HIGHWAY AND A ROAD LEADING NORTHWEST, SET IN THE TOP OF
 GB0893'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A PIPE CULVERT
 GB0893'UNDER THE HIGHWAY AND ABOUT 3 FEET BELOW THE HIGHWAY.
 GB0893
 GB0893                          STATION RECOVERY (1968)
 GB0893
 GB0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GB0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0912 ***********************************************************************
 GB0912  DESIGNATION -  E 49 B
 GB0912  PID         -  GB0912
 GB0912  STATE/COUNTY-  TN/SCOTT
 GB0912  USGS QUAD   -  ROBBINS (1980)
 GB0912
 GB0912                         *CURRENT SURVEY CONTROL
 GB0912  ___________________________________________________________________
 GB0912* NAD 83(1986)-  36 20 23.     (N)    084 35 51.     (W)     SCALED    
 GB0912* NAVD 88     -       420.278  (meters)    1378.86   (feet)  ADJUSTED  
 GB0912  ___________________________________________________________________
 GB0912  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0912  DYNAMIC HT  -         419.916 (meters)    1377.67  (feet)  COMP
 GB0912  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GB0912
 GB0912  VERT ORDER  -  FIRST     CLASS I
 GB0912
 GB0912.The horizontal coordinates were scaled from a topographic map and have
 GB0912.an estimated accuracy of +/- 6 seconds.
 GB0912
 GB0912.The orthometric height was determined by differential leveling
 GB0912.and adjusted by the National Geodetic Survey in June 1991..
 GB0912.WARNING-Repeat measurements at this control monument indicate possible
 GB0912.vertical movement.
 GB0912
 GB0912.The geoid height was determined by GEOID03.
 GB0912
 GB0912.The dynamic height is computed by dividing the NAVD 88
 GB0912.geopotential number by the normal gravity value computed on the
 GB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0912.degrees latitude (g = 980.6199 gals.).
 GB0912
 GB0912.The modeled gravity was interpolated from observed gravity values.
 GB0912
 GB0912;                    North         East    Units  Estimated Accuracy
 GB0912;SPC TN       -   223,510.      725,900.      MT  (+/- 180 meters Scaled)
 GB0912
 GB0912                          SUPERSEDED SURVEY CONTROL
 GB0912
 GB0912  NGVD 29 (??/??/92)  420.407  (m)         1379.29   (f) ADJ UNCH    1 1
 GB0912
 GB0912.Superseded values are not recommended for survey control.
 GB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0912.See file dsdata.txt to determine how the superseded data were derived.
 GB0912
 GB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF156243(NAD 83)
 GB0912_MARKER: DB = BENCH MARK DISK
 GB0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0912_SP_SET: OVERPASS CURB
 GB0912_STAMPING: E 49 B 1950
 GB0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0912
 GB0912  HISTORY     - Date     Condition        Report By
 GB0912  HISTORY     - 1950     MONUMENTED       CGS
 GB0912  HISTORY     - 1968     GOOD             NGS
 GB0912
 GB0912                          STATION DESCRIPTION
 GB0912
 GB0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0912'1 MI S FROM ROBBINS.
 GB0912'ABOUT 1.05 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0912'STATION AT ROBBINS, 236 FEET SOUTH OF MILEPOST 223, SET IN THE
 GB0912'TOP AND 0.4 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 GB0912'CONCRETE CURB ON THE RAILROAD OVERPASS FOR A GRAVELED ROAD,
 GB0912'14 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GB0912'TRACK, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0927 ***********************************************************************
 GB0927  DESIGNATION -  E 49 C
 GB0927  PID         -  GB0927
 GB0927  STATE/COUNTY-  TN/SCOTT
 GB0927  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0927
 GB0927                         *CURRENT SURVEY CONTROL
 GB0927  ___________________________________________________________________
 GB0927* NAD 83(1986)-  36 22 50.     (N)    084 33 17.     (W)     SCALED    
 GB0927* NAVD 88     -       373.152  (meters)    1224.25   (feet)  ADJUSTED  
 GB0927  ___________________________________________________________________
 GB0927  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0927  DYNAMIC HT  -         372.833 (meters)    1223.20  (feet)  COMP
 GB0927  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB0927
 GB0927  VERT ORDER  -  FIRST     CLASS I
 GB0927
 GB0927.The horizontal coordinates were scaled from a topographic map and have
 GB0927.an estimated accuracy of +/- 6 seconds.
 GB0927
 GB0927.The orthometric height was determined by differential leveling
 GB0927.and adjusted by the National Geodetic Survey in June 1991..
 GB0927
 GB0927.The geoid height was determined by GEOID03.
 GB0927
 GB0927.The dynamic height is computed by dividing the NAVD 88
 GB0927.geopotential number by the normal gravity value computed on the
 GB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0927.degrees latitude (g = 980.6199 gals.).
 GB0927
 GB0927.The modeled gravity was interpolated from observed gravity values.
 GB0927
 GB0927;                    North         East    Units  Estimated Accuracy
 GB0927;SPC TN       -   228,100.      729,680.      MT  (+/- 180 meters Scaled)
 GB0927
 GB0927                          SUPERSEDED SURVEY CONTROL
 GB0927
 GB0927  NGVD 29 (??/??/92)  373.289  (m)         1224.70   (f) ADJ UNCH    1 1
 GB0927
 GB0927.Superseded values are not recommended for survey control.
 GB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0927.See file dsdata.txt to determine how the superseded data were derived.
 GB0927
 GB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF193289(NAD 83)
 GB0927_MARKER: Q = CHISELED SQUARE
 GB0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0927_SP_SET: ABUTMENT
 GB0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0927
 GB0927  HISTORY     - Date     Condition        Report By
 GB0927  HISTORY     - UNK      MONUMENTED       CGS
 GB0927  HISTORY     - 1968     GOOD             NGS
 GB0927
 GB0927                          STATION DESCRIPTION
 GB0927
 GB0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0927'2.9 MI NE FROM ROBBINS.
 GB0927'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0927'STATION AT ROBBINS, SET IN THE TOP AND 2.3 FEET NORTH OF THE SOUTH
 GB0927'END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER NEW
 GB0927'RIVER, 4 1/2 FEET SOUTH OF THE SOUTH RAIL, 0.7 FOOT WEST OF BENCH
 GB0927'MARK D 197, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0936 ***********************************************************************
 GB0936  DESIGNATION -  E 49 E
 GB0936  PID         -  GB0936
 GB0936  STATE/COUNTY-  TN/SCOTT
 GB0936  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0936
 GB0936                         *CURRENT SURVEY CONTROL
 GB0936  ___________________________________________________________________
 GB0936* NAD 83(1986)-  36 25 34.     (N)    084 32 39.     (W)     SCALED    
 GB0936* NAVD 88     -       425.252  (meters)    1395.18   (feet)  ADJUSTED  
 GB0936  ___________________________________________________________________
 GB0936  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0936  DYNAMIC HT  -         424.890 (meters)    1393.99  (feet)  COMP
 GB0936  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GB0936
 GB0936  VERT ORDER  -  FIRST     CLASS II
 GB0936
 GB0936.The horizontal coordinates were scaled from a topographic map and have
 GB0936.an estimated accuracy of +/- 6 seconds.
 GB0936
 GB0936.The orthometric height was determined by differential leveling
 GB0936.and adjusted by the National Geodetic Survey in June 1991..
 GB0936
 GB0936.The geoid height was determined by GEOID03.
 GB0936
 GB0936.The dynamic height is computed by dividing the NAVD 88
 GB0936.geopotential number by the normal gravity value computed on the
 GB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0936.degrees latitude (g = 980.6199 gals.).
 GB0936
 GB0936.The modeled gravity was interpolated from observed gravity values.
 GB0936
 GB0936;                    North         East    Units  Estimated Accuracy
 GB0936;SPC TN       -   233,170.      730,550.      MT  (+/- 180 meters Scaled)
 GB0936
 GB0936                          SUPERSEDED SURVEY CONTROL
 GB0936
 GB0936  NGVD 29 (??/??/92)  425.380  (m)         1395.60   (f) ADJ UNCH    1 2
 GB0936
 GB0936.Superseded values are not recommended for survey control.
 GB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0936.See file dsdata.txt to determine how the superseded data were derived.
 GB0936
 GB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF201340(NAD 83)
 GB0936_MARKER: DB = BENCH MARK DISK
 GB0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0936_SP_SET: FOUNDATION
 GB0936_STAMPING: E 49 E 1934
 GB0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0936
 GB0936  HISTORY     - Date     Condition        Report By
 GB0936  HISTORY     - 1934     MONUMENTED       CGS
 GB0936  HISTORY     - 1950     GOOD             NGS
 GB0936  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0936
 GB0936                          STATION DESCRIPTION
 GB0936
 GB0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0936'0.3 MI S FROM HELENWOOD.
 GB0936'ABOUT 0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0936'AT HELENWOOD, 14 FEET EAST OF THE EAST RAIL OF THE EAST MAIN
 GB0936'TRACK, 21 1/2 FEET SOUTH OF A WHISTLE POST, 36 FEET SOUTH-SOUTHEAST
 GB0936'OF A MAIL HOOK, 61 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 GB0936'OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 215.4, SET IN THE TOP
 GB0936'OF THE NORTHWEST CORNER OF AN ABANDONED 15 BY 11-FOOT CONCRETE
 GB0936'FOUNDATION AND ABOUT 1 FOOT BELOW THE TRACK.
 GB0936
 GB0936                          STATION RECOVERY (1968)
 GB0936
 GB0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1414 ***********************************************************************
 GC1414  DESIGNATION -  E 4=PTS 1 W
 GC1414  PID         -  GC1414
 GC1414  STATE/COUNTY-  TN/CHEATHAM
 GC1414  USGS QUAD   -  ASHLAND CITY (1987)
 GC1414
 GC1414                         *CURRENT SURVEY CONTROL
 GC1414  ___________________________________________________________________
 GC1414* NAD 83(1986)-  36 16 42.     (N)    087 04 13.     (W)     SCALED    
 GC1414* NAVD 88     -       123.270  (meters)     404.43   (feet)  ADJUSTED  
 GC1414  ___________________________________________________________________
 GC1414  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1414  DYNAMIC HT  -         123.166 (meters)     404.09  (feet)  COMP
 GC1414  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GC1414
 GC1414  VERT ORDER  -  FIRST     CLASS II
 GC1414
 GC1414.The horizontal coordinates were scaled from a topographic map and have
 GC1414.an estimated accuracy of +/- 6 seconds.
 GC1414
 GC1414.The orthometric height was determined by differential leveling
 GC1414.and adjusted by the National Geodetic Survey in June 1991..
 GC1414
 GC1414.The geoid height was determined by GEOID03.
 GC1414
 GC1414.The dynamic height is computed by dividing the NAVD 88
 GC1414.geopotential number by the normal gravity value computed on the
 GC1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1414.degrees latitude (g = 980.6199 gals.).
 GC1414
 GC1414.The modeled gravity was interpolated from observed gravity values.
 GC1414
 GC1414;                    North         East    Units  Estimated Accuracy
 GC1414;SPC TN       -   216,320.      503,840.      MT  (+/- 180 meters Scaled)
 GC1414
 GC1414                          SUPERSEDED SURVEY CONTROL
 GC1414
 GC1414  NGVD 29 (??/??/92)  123.318  (m)          404.59   (f) ADJ UNCH    1 2
 GC1414
 GC1414.Superseded values are not recommended for survey control.
 GC1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1414.See file dsdata.txt to determine how the superseded data were derived.
 GC1414
 GC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF936148(NAD 83)
 GC1414_MARKER: DB = BENCH MARK DISK
 GC1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1414_STAMPING: E 4 1921 PT STA NO 1 W 1925 TENN
 GC1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1414+STABILITY: SURFACE MOTION
 GC1414
 GC1414  HISTORY     - Date     Condition        Report By
 GC1414  HISTORY     - 1921     MONUMENTED       CGS
 GC1414  HISTORY     - 1949     GOOD             NGS
 GC1414  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1414
 GC1414                          STATION DESCRIPTION
 GC1414
 GC1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1414'AT ASHLAND CITY.
 GC1414'AT ASHLAND CITY, CHEATHAM COUNTY, ON THE TENNESSEE CENTRAL
 GC1414'RAILROAD, 58.4 FEET SOUTH-SOUTHWEST ACROSS THE TRACK FROM THE
 GC1414'WEST CORNER OF THE STATION, 59.5 FEET SOUTHWEST ACROSS THE TRACK
 GC1414'FROM THE CENTER OF THE TELEGRAPH OFFICE WINDOW, 44.5 FEET SOUTHWEST
 GC1414'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 36 FEET SOUTH OF THE
 GC1414'SOUTH CORNER OF THE BASE OF THE SOUTH LEG OF THE RAILWAY WATER
 GC1414'TOWER, 11.8 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.5
 GC1414'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 3-1/2 FEET
 GC1414'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E 4 1921
 GC1414'PT STA NO 1 W 1925 TENN AND SET IN THE TOP OF A CONCRETE POST
 GC1414'PROJECTING 6 INCHES ABOVE GROUND.
 GC1414
 GC1414                          STATION RECOVERY (1984)
 GC1414
 GC1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1414'SEARCHED FOR BUT NOT RECOVERED, THE RAILROAD STATION IS NO LONGER
 GC1414'STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1877 ***********************************************************************
 GA1877  DESIGNATION -  E 5
 GA1877  PID         -  GA1877
 GA1877  STATE/COUNTY-  TN/HAMBLEN
 GA1877  USGS QUAD   -  MORRISTOWN (1979)
 GA1877
 GA1877                         *CURRENT SURVEY CONTROL
 GA1877  ___________________________________________________________________
 GA1877* NAD 83(1986)-  36 12 47.     (N)    083 17 39.     (W)     SCALED    
 GA1877* NAVD 88     -       388.685  (meters)    1275.21   (feet)  ADJUSTED  
 GA1877  ___________________________________________________________________
 GA1877  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1877  DYNAMIC HT  -         388.327 (meters)    1274.04  (feet)  COMP
 GA1877  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA1877
 GA1877  VERT ORDER  -  FIRST     CLASS I
 GA1877
 GA1877.The horizontal coordinates were scaled from a topographic map and have
 GA1877.an estimated accuracy of +/- 6 seconds.
 GA1877
 GA1877.The orthometric height was determined by differential leveling
 GA1877.and adjusted by the National Geodetic Survey in June 1991..
 GA1877.WARNING-Repeat measurements at this control monument indicate possible
 GA1877.vertical movement.
 GA1877
 GA1877.The geoid height was determined by GEOID03.
 GA1877
 GA1877.The dynamic height is computed by dividing the NAVD 88
 GA1877.geopotential number by the normal gravity value computed on the
 GA1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1877.degrees latitude (g = 980.6199 gals.).
 GA1877
 GA1877.The modeled gravity was interpolated from observed gravity values.
 GA1877
 GA1877;                    North         East    Units  Estimated Accuracy
 GA1877;SPC TN       -   211,920.      843,270.      MT  (+/- 180 meters Scaled)
 GA1877
 GA1877                          SUPERSEDED SURVEY CONTROL
 GA1877
 GA1877  NGVD 29 (??/??/92)  388.813  (m)         1275.63   (f) ADJ UNCH    1 1
 GA1877
 GA1877.Superseded values are not recommended for survey control.
 GA1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1877.See file dsdata.txt to determine how the superseded data were derived.
 GA1877
 GA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA937100(NAD 83)
 GA1877_MARKER: DB = BENCH MARK DISK
 GA1877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1877_SP_SET: BUILDING
 GA1877_STAMPING: E 5 1931 1276.014
 GA1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1877
 GA1877  HISTORY     - Date     Condition        Report By
 GA1877  HISTORY     - 1931     MONUMENTED       CGS
 GA1877  HISTORY     - 1967     GOOD             NGS
 GA1877
 GA1877                          STATION DESCRIPTION
 GA1877
 GA1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1877'AT MORRISTOWN.
 GA1877'AT MORRISTOWN, 184 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 GA1877'HENRY STREET STATION POST OFFICE BUILDING, AT THE INTERSECTION
 GA1877'OF HENRY STREET AND WEST MAIN STREET, SET VERTICALLY IN THE
 GA1877'SOUTHWEST FACE OF THE HAMILTON NATIONAL BANK BUILDING, 2.5
 GA1877'FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 34 FEET
 GA1877'NORTHWEST OF THE CENTERLINE OF WEST MAIN STREET, 23 FEET NORTHEAST
 GA1877'OF THE CENTERLINE OF HENRY STREET, AND 1.4 FEET ABOVE THE
 GA1877'LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0572 ***********************************************************************
 GB0572  DESIGNATION -  E 50
 GB0572  PID         -  GB0572
 GB0572  STATE/COUNTY-  TN/CAMPBELL
 GB0572  USGS QUAD   -  JACKSBORO (1991)
 GB0572
 GB0572                         *CURRENT SURVEY CONTROL
 GB0572  ___________________________________________________________________
 GB0572* NAD 83(1986)-  36 15 38.     (N)    084 11 04.     (W)     SCALED    
 GB0572* NAVD 88     -       317.822  (meters)    1042.72   (feet)  ADJUSTED  
 GB0572  ___________________________________________________________________
 GB0572  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0572  DYNAMIC HT  -         317.538 (meters)    1041.79  (feet)  COMP
 GB0572  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 GB0572
 GB0572  VERT ORDER  -  SECOND    CLASS 0
 GB0572
 GB0572.The horizontal coordinates were scaled from a topographic map and have
 GB0572.an estimated accuracy of +/- 6 seconds.
 GB0572
 GB0572.The orthometric height was determined by differential leveling
 GB0572.and adjusted by the National Geodetic Survey in June 1991..
 GB0572
 GB0572.The geoid height was determined by GEOID03.
 GB0572
 GB0572.The dynamic height is computed by dividing the NAVD 88
 GB0572.geopotential number by the normal gravity value computed on the
 GB0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0572.degrees latitude (g = 980.6199 gals.).
 GB0572
 GB0572.The modeled gravity was interpolated from observed gravity values.
 GB0572
 GB0572;                    North         East    Units  Estimated Accuracy
 GB0572;SPC TN       -   215,340.      763,140.      MT  (+/- 180 meters Scaled)
 GB0572
 GB0572                          SUPERSEDED SURVEY CONTROL
 GB0572
 GB0572  NGVD 29 (??/??/92)  317.933  (m)         1043.09   (f) ADJ UNCH    2 0
 GB0572
 GB0572.Superseded values are not recommended for survey control.
 GB0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0572.See file dsdata.txt to determine how the superseded data were derived.
 GB0572
 GB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF529165(NAD 83)
 GB0572_MARKER: DB = BENCH MARK DISK
 GB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0572_STAMPING: E 50 1934
 GB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0572+STABILITY: SURFACE MOTION
 GB0572
 GB0572  HISTORY     - Date     Condition        Report By
 GB0572  HISTORY     - 1934     MONUMENTED       CGS
 GB0572  HISTORY     - 1961     GOOD             NGS
 GB0572  HISTORY     - 1973     GOOD             TVA
 GB0572
 GB0572                          STATION DESCRIPTION
 GB0572
 GB0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0572'3.6 MI N FROM LAKE CITY.
 GB0572'FROM THE POST OFFICE IN LAKE CITY, GO 3.4 MILES NORTH ON U.S.
 GB0572'HIGHWAY 26W TO A CONCRETE CULVERT UNDER THE HIGHWAY, THEN GO
 GB0572'ABOUT 0.1 MILE NORTHEAST ACROSS A FIELD TO OLD U.S. HIGHWAY 25W
 GB0572'AND A TRACK ROAD LEADING TO THE RAILROAD, FOLLOW THE TRACK ROAD
 GB0572'NORTHEAST FOR 0.05 MILE TO THE RAILROAD.  THE BENCH MARK IS
 GB0572'AT MILEAGE 34.7, 40 FT. SOUTHEAST OF THE CENTER OF THE ROAD
 GB0572'CROSSING, 13 FT. SOUTH OF THE SOUTH RAIL.  THE DISK IS SET IN
 GB0572'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 3 FT. BELOW
 GB0572'THE LEVEL OF THE TRACK.
 GB0572
 GB0572                          STATION RECOVERY (1973)
 GB0572
 GB0572'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0603 ***********************************************************************
 GB0603  DESIGNATION -  E 51
 GB0603  PID         -  GB0603
 GB0603  STATE/COUNTY-  TN/CAMPBELL
 GB0603  USGS QUAD   -  LA FOLLETTE (1990)
 GB0603
 GB0603                         *CURRENT SURVEY CONTROL
 GB0603  ___________________________________________________________________
 GB0603* NAD 83(1986)-  36 28 45.     (N)    084 03 25.     (W)     SCALED    
 GB0603* NAVD 88     -       406.731  (meters)    1334.42   (feet)  ADJUSTED  
 GB0603  ___________________________________________________________________
 GB0603  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0603  DYNAMIC HT  -         406.369 (meters)    1333.23  (feet)  COMP
 GB0603  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GB0603
 GB0603  VERT ORDER  -  SECOND    CLASS 0
 GB0603
 GB0603.The horizontal coordinates were scaled from a topographic map and have
 GB0603.an estimated accuracy of +/- 6 seconds.
 GB0603
 GB0603.The orthometric height was determined by differential leveling
 GB0603.and adjusted by the National Geodetic Survey in June 1991..
 GB0603
 GB0603.The geoid height was determined by GEOID03.
 GB0603
 GB0603.The dynamic height is computed by dividing the NAVD 88
 GB0603.geopotential number by the normal gravity value computed on the
 GB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0603.degrees latitude (g = 980.6199 gals.).
 GB0603
 GB0603.The modeled gravity was interpolated from observed gravity values.
 GB0603
 GB0603;                    North         East    Units  Estimated Accuracy
 GB0603;SPC TN       -   239,810.      774,120.      MT  (+/- 180 meters Scaled)
 GB0603
 GB0603                          SUPERSEDED SURVEY CONTROL
 GB0603
 GB0603  NGVD 29 (??/??/92)  406.839  (m)         1334.77   (f) ADJ UNCH    2 0
 GB0603
 GB0603.Superseded values are not recommended for survey control.
 GB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0603.See file dsdata.txt to determine how the superseded data were derived.
 GB0603
 GB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF636411(NAD 83)
 GB0603_MARKER: DB = BENCH MARK DISK
 GB0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0603_STAMPING: E 51 1934
 GB0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0603+STABILITY: SURFACE MOTION
 GB0603
 GB0603  HISTORY     - Date     Condition        Report By
 GB0603  HISTORY     - 1934     MONUMENTED       CGS
 GB0603
 GB0603                          STATION DESCRIPTION
 GB0603
 GB0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0603'AT COTULA.
 GB0603'AT COTULA, CAMPBELL COUNTY, 300 FEET SOUTH OF THE LOUISVILLE AND
 GB0603'NASHVILLE RAILROAD STATION, OPPOSITE MILEPOST L 215, AND 35 FEET
 GB0603'EAST OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 51 1934 AND
 GB0603'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MONUMENT IS LOOSE IN
 GB0603'GROUND, SEEMINGLY BROKEN IN TWO BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0682 ***********************************************************************
 GA0682  DESIGNATION -  E 52
 GA0682  PID         -  GA0682
 GA0682  STATE/COUNTY-  TN/UNICOI
 GA0682  USGS QUAD   -  FLAG POND (1939)
 GA0682
 GA0682                         *CURRENT SURVEY CONTROL
 GA0682  ___________________________________________________________________
 GA0682* NAD 83(1986)-  36 04 01.     (N)    082 30 42.     (W)     SCALED    
 GA0682* NAVD 88     -       569.562  (meters)    1868.64   (feet)  ADJUSTED  
 GA0682  ___________________________________________________________________
 GA0682  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA0682  DYNAMIC HT  -         568.994 (meters)    1866.77  (feet)  COMP
 GA0682  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 GA0682
 GA0682  VERT ORDER  -  SECOND    CLASS 0
 GA0682
 GA0682.The horizontal coordinates were scaled from a topographic map and have
 GA0682.an estimated accuracy of +/- 6 seconds.
 GA0682
 GA0682.The orthometric height was determined by differential leveling
 GA0682.and adjusted by the National Geodetic Survey in June 1991..
 GA0682
 GA0682.The geoid height was determined by GEOID03.
 GA0682
 GA0682.The dynamic height is computed by dividing the NAVD 88
 GA0682.geopotential number by the normal gravity value computed on the
 GA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0682.degrees latitude (g = 980.6199 gals.).
 GA0682
 GA0682.The modeled gravity was interpolated from observed gravity values.
 GA0682
 GA0682;                    North         East    Units  Estimated Accuracy
 GA0682;SPC TN       -   197,940.      914,180.      MT  (+/- 180 meters Scaled)
 GA0682
 GA0682                          SUPERSEDED SURVEY CONTROL
 GA0682
 GA0682  NGVD 29 (??/??/92)  569.677  (m)         1869.02   (f) ADJ UNCH    2 0
 GA0682
 GA0682.Superseded values are not recommended for survey control.
 GA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0682.See file dsdata.txt to determine how the superseded data were derived.
 GA0682
 GA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV638924(NAD 83)
 GA0682_MARKER: DB = BENCH MARK DISK
 GA0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0682_STAMPING: E 52 1934
 GA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0682+STABILITY: SURFACE MOTION
 GA0682
 GA0682  HISTORY     - Date     Condition        Report By
 GA0682  HISTORY     - 1934     MONUMENTED       CGS
 GA0682  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0682
 GA0682                          STATION DESCRIPTION
 GA0682
 GA0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0682'4.3 MI E FROM ROCKY FORK.
 GA0682'4.3 MILES EAST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0682'UNICOI COUNTY, 0.5 MILE WEST OF THE JUNCTION WITH U.S. HIGHWAY
 GA0682'23, 400 FEET EAST OF THE HOUSE OF ROBERT WILLIS, AND 24 FEET
 GA0682'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0682'E 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1799 ***********************************************************************
 FB1799  DESIGNATION -  E 53
 FB1799  PID         -  FB1799
 FB1799  STATE/COUNTY-  TN/SEVIER
 FB1799  USGS QUAD   -  GATLINBURG (1979)
 FB1799
 FB1799                         *CURRENT SURVEY CONTROL
 FB1799  ___________________________________________________________________
 FB1799* NAD 83(1986)-  35 41 15.     (N)    083 32 06.     (W)     SCALED    
 FB1799* NAVD 88     -       445.442  (meters)    1461.42   (feet)  ADJUSTED  
 FB1799  ___________________________________________________________________
 FB1799  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FB1799  DYNAMIC HT  -         444.999 (meters)    1459.97  (feet)  COMP
 FB1799  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FB1799
 FB1799  VERT ORDER  -  SECOND    CLASS 0
 FB1799
 FB1799.The horizontal coordinates were scaled from a topographic map and have
 FB1799.an estimated accuracy of +/- 6 seconds.
 FB1799
 FB1799.The orthometric height was determined by differential leveling
 FB1799.and adjusted by the National Geodetic Survey in June 1991..
 FB1799
 FB1799.The geoid height was determined by GEOID03.
 FB1799
 FB1799.The dynamic height is computed by dividing the NAVD 88
 FB1799.geopotential number by the normal gravity value computed on the
 FB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1799.degrees latitude (g = 980.6199 gals.).
 FB1799
 FB1799.The modeled gravity was interpolated from observed gravity values.
 FB1799
 FB1799;                    North         East    Units  Estimated Accuracy
 FB1799;SPC TN       -   153,050.      823,090.      MT  (+/- 180 meters Scaled)
 FB1799
 FB1799                          SUPERSEDED SURVEY CONTROL
 FB1799
 FB1799  NGVD 29 (??/??/92)  445.536  (m)         1461.73   (f) ADJ UNCH    2 0
 FB1799
 FB1799.Superseded values are not recommended for survey control.
 FB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1799.See file dsdata.txt to determine how the superseded data were derived.
 FB1799
 FB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706522(NAD 83)
 FB1799_MARKER: DB = BENCH MARK DISK
 FB1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1799_STAMPING: E 53 1934
 FB1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1799+STABILITY: SURFACE MOTION
 FB1799
 FB1799  HISTORY     - Date     Condition        Report By
 FB1799  HISTORY     - 1934     MONUMENTED       CGS
 FB1799  HISTORY     - 1940     MARK NOT FOUND   NGS
 FB1799
 FB1799                          STATION DESCRIPTION
 FB1799
 FB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1799'2 MI S FROM GATLINBURG.
 FB1799'2.0 MILES SOUTH ALONG STATE HIGHWAY 71 FROM GATLINBURG, AT THE
 FB1799'INTERSECTION OF STATE HIGHWAY 73, 50 FEET SOUTH OF THE CENTERLINE
 FB1799'OF STATE HIGHWAY 71, 30 FEET WEST OF THE CENTERLINE OF STATE
 FB1799'HIGHWAY 73, AT THE NORTH END OF THE BRIDGE OVER LITTLE PIGEON
 FB1799'RIVER, ON THE NORTH BANK OF THE RIVER, AND IN A FLOWER BED.  A
 FB1799'STANDARD DISK, STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE
 FB1799'POST.  NOTE-- THERE IS A NEW HIGHWAY AND BRIDGE IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0165 ***********************************************************************
 FC0165  DESIGNATION -  E 54
 FC0165  PID         -  FC0165
 FC0165  STATE/COUNTY-  TN/MONROE
 FC0165  USGS QUAD   -  MADISONVILLE (1984)
 FC0165
 FC0165                         *CURRENT SURVEY CONTROL
 FC0165  ___________________________________________________________________
 FC0165* NAD 83(1986)-  35 35 01.     (N)    084 15 38.     (W)     SCALED    
 FC0165* NAVD 88     -       259.915  (meters)     852.74   (feet)  ADJUSTED  
 FC0165  ___________________________________________________________________
 FC0165  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0165  DYNAMIC HT  -         259.668 (meters)     851.93  (feet)  COMP
 FC0165  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FC0165
 FC0165  VERT ORDER  -  SECOND    CLASS 0
 FC0165
 FC0165.The horizontal coordinates were scaled from a topographic map and have
 FC0165.an estimated accuracy of +/- 6 seconds.
 FC0165
 FC0165.The orthometric height was determined by differential leveling
 FC0165.and adjusted by the National Geodetic Survey in June 1991..
 FC0165
 FC0165.The geoid height was determined by GEOID03.
 FC0165
 FC0165.The dynamic height is computed by dividing the NAVD 88
 FC0165.geopotential number by the normal gravity value computed on the
 FC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0165.degrees latitude (g = 980.6199 gals.).
 FC0165
 FC0165.The modeled gravity was interpolated from observed gravity values.
 FC0165
 FC0165;                    North         East    Units  Estimated Accuracy
 FC0165;SPC TN       -   140,120.      757,640.      MT  (+/- 180 meters Scaled)
 FC0165
 FC0165                          SUPERSEDED SURVEY CONTROL
 FC0165
 FC0165  NGVD 29 (??/??/92)  260.021  (m)          853.09   (f) ADJ UNCH    2 0
 FC0165
 FC0165.Superseded values are not recommended for survey control.
 FC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0165.See file dsdata.txt to determine how the superseded data were derived.
 FC0165
 FC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE482412(NAD 83)
 FC0165_MARKER: DB = BENCH MARK DISK
 FC0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0165_STAMPING: E 54 1934
 FC0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0165+STABILITY: SURFACE MOTION
 FC0165
 FC0165  HISTORY     - Date     Condition        Report By
 FC0165  HISTORY     - 1934     MONUMENTED       CGS
 FC0165  HISTORY     - 1949     GOOD             NGS
 FC0165
 FC0165                          STATION DESCRIPTION
 FC0165
 FC0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0165'1.1 MI SW FROM VONORE.
 FC0165'1.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0165'FROM VONORE, MONROE COUNTY, 0.5 MILE NORTHEAST OF MILEPOST
 FC0165'310, 27 FEET NORTHEAST OF A PRIVATE-ROAD CROSSING, 48 FEET
 FC0165'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHEAST
 FC0165'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 54 1934
 FC0165'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 FC0165'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0767 ***********************************************************************
 GA0767  DESIGNATION -  E 55
 GA0767  PID         -  GA0767
 GA0767  STATE/COUNTY-  TN/HAWKINS
 GA0767  USGS QUAD   -  BUREM (1976)
 GA0767
 GA0767                         *CURRENT SURVEY CONTROL
 GA0767  ___________________________________________________________________
 GA0767* NAD 83(1986)-  36 27 41.     (N)    082 58 42.     (W)     SCALED    
 GA0767* NAVD 88     -       365.785  (meters)    1200.08   (feet)  ADJUSTED  
 GA0767  ___________________________________________________________________
 GA0767  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0767  DYNAMIC HT  -         365.452 (meters)    1198.99  (feet)  COMP
 GA0767  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA0767
 GA0767  VERT ORDER  -  SECOND    CLASS 0
 GA0767
 GA0767.The horizontal coordinates were scaled from a topographic map and have
 GA0767.an estimated accuracy of +/- 6 seconds.
 GA0767
 GA0767.The orthometric height was determined by differential leveling
 GA0767.and adjusted by the National Geodetic Survey in June 1991..
 GA0767
 GA0767.The geoid height was determined by GEOID03.
 GA0767
 GA0767.The dynamic height is computed by dividing the NAVD 88
 GA0767.geopotential number by the normal gravity value computed on the
 GA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0767.degrees latitude (g = 980.6199 gals.).
 GA0767
 GA0767.The modeled gravity was interpolated from observed gravity values.
 GA0767
 GA0767;                    North         East    Units  Estimated Accuracy
 GA0767;SPC TN       -   240,290.      870,810.      MT  (+/- 180 meters Scaled)
 GA0767
 GA0767                          SUPERSEDED SURVEY CONTROL
 GA0767
 GA0767  NGVD 29 (??/??/92)  365.930  (m)         1200.56   (f) ADJ UNCH    2 0
 GA0767
 GA0767.Superseded values are not recommended for survey control.
 GA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0767.See file dsdata.txt to determine how the superseded data were derived.
 GA0767
 GA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA227369(NAD 83)
 GA0767_MARKER: DB = BENCH MARK DISK
 GA0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0767_STAMPING: E 55 1934
 GA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0767+STABILITY: SURFACE MOTION
 GA0767
 GA0767  HISTORY     - Date     Condition        Report By
 GA0767  HISTORY     - 1934     MONUMENTED       CGS
 GA0767  HISTORY     - 1950     GOOD             TVA
 GA0767
 GA0767                          STATION DESCRIPTION
 GA0767
 GA0767'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0767'4.9 MI N FROM ROGERSVILLE.
 GA0767'4.9 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0767'COUNTY, AT THE HOME OF V.G. BARKER, 45 FEET WEST OF A WALK
 GA0767'LEADING TO THE HOUSE, 15 FEET NORTH OF A FRAME GARAGE, 25 FEET
 GA0767'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE
 GA0767'RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF STEEL WITNESS POST.
 GA0767'A STANDARD DISK, STAMPED E 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA0767'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0736 ***********************************************************************
 GA0736  DESIGNATION -  E 56
 GA0736  PID         -  GA0736
 GA0736  STATE/COUNTY-  TN/GREENE
 GA0736  USGS QUAD   -  MOSHEIM (1971)
 GA0736
 GA0736                         *CURRENT SURVEY CONTROL
 GA0736  ___________________________________________________________________
 GA0736* NAD 83(1986)-  36 09 19.     (N)    082 54 20.     (W)     SCALED    
 GA0736* NAVD 88     -       393.208  (meters)    1290.05   (feet)  ADJUSTED  
 GA0736  ___________________________________________________________________
 GA0736  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0736  DYNAMIC HT  -         392.837 (meters)    1288.83  (feet)  COMP
 GA0736  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 GA0736
 GA0736  VERT ORDER  -  SECOND    CLASS 0
 GA0736
 GA0736.The horizontal coordinates were scaled from a topographic map and have
 GA0736.an estimated accuracy of +/- 6 seconds.
 GA0736
 GA0736.The orthometric height was determined by differential leveling
 GA0736.and adjusted by the National Geodetic Survey in June 1991..
 GA0736
 GA0736.The geoid height was determined by GEOID03.
 GA0736
 GA0736.The dynamic height is computed by dividing the NAVD 88
 GA0736.geopotential number by the normal gravity value computed on the
 GA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0736.degrees latitude (g = 980.6199 gals.).
 GA0736
 GA0736.The modeled gravity was interpolated from observed gravity values.
 GA0736
 GA0736;                    North         East    Units  Estimated Accuracy
 GA0736;SPC TN       -   206,550.      878,400.      MT  (+/- 180 meters Scaled)
 GA0736
 GA0736                          SUPERSEDED SURVEY CONTROL
 GA0736
 GA0736  NGVD 29 (??/??/92)  393.349  (m)         1290.51   (f) ADJ UNCH    2 0
 GA0736
 GA0736.Superseded values are not recommended for survey control.
 GA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0736.See file dsdata.txt to determine how the superseded data were derived.
 GA0736
 GA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA285028(NAD 83)
 GA0736_MARKER: DB = BENCH MARK DISK
 GA0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0736_STAMPING: E 56 1934
 GA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0736+STABILITY: SURFACE MOTION
 GA0736
 GA0736  HISTORY     - Date     Condition        Report By
 GA0736  HISTORY     - 1934     MONUMENTED       CGS
 GA0736  HISTORY     - 1950     GOOD             TVA
 GA0736  HISTORY     - 1981     GOOD             LOCENG
 GA0736
 GA0736                          STATION DESCRIPTION
 GA0736
 GA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0736'4.8 MI W FROM GREENEVILLE.
 GA0736'4.8 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0736'GREENEVILLE, GREENE COUNTY, AT MILEAGE 61.5, 10 FEET W OF A
 GA0736'PRIVATE ROAD CROSSING, 24 FEET S OF THE CENTERLINE OF THE MAIN
 GA0736'TRACK, 1 FOOT N OF A FENCE.  27 FEET SOUTH OF THE CENTERLINE
 GA0736'OF R.R., 29 FEET SOUTHWEST OF CENTERLINE OF INTERSECTION OF FARM
 GA0736'ROAD AND R.R. 17.3 FEET WEST OF STEEL FENCE POST AT EAST END OF
 GA0736'GATE, 365 FEET EAST ALONG R.R. FROM HIGH TENSION LINE CROSSING
 GA0736'R.R.  A STANDARD DISK, STAMPED E 56 1934 AND SET IN THE TOP OF
 GA0736'A CONCRETE POST.
 GA0736
 GA0736                          STATION RECOVERY (1950)
 GA0736
 GA0736'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0736'RECOVERED IN GOOD CONDITION.
 GA0736
 GA0736                          STATION RECOVERY (1981)
 GA0736
 GA0736'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0571 ***********************************************************************
 GA0571  DESIGNATION -  E 57
 GA0571  PID         -  GA0571
 GA0571  STATE/COUNTY-  TN/WASHINGTON
 GA0571  USGS QUAD   -  JOHNSON CITY (1968)
 GA0571
 GA0571                         *CURRENT SURVEY CONTROL
 GA0571  ___________________________________________________________________
 GA0571* NAD 83(1986)-  36 19 13.     (N)    082 21 18.     (W)     SCALED    
 GA0571* NAVD 88     -       504.858  (meters)    1656.36   (feet)  ADJUSTED  
 GA0571  ___________________________________________________________________
 GA0571  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0571  DYNAMIC HT  -         504.381 (meters)    1654.79  (feet)  COMP
 GA0571  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 GA0571
 GA0571  VERT ORDER  -  SECOND    CLASS 0
 GA0571
 GA0571.The horizontal coordinates were scaled from a topographic map and have
 GA0571.an estimated accuracy of +/- 6 seconds.
 GA0571
 GA0571.The orthometric height was determined by differential leveling
 GA0571.and adjusted by the National Geodetic Survey in June 1991..
 GA0571
 GA0571.The geoid height was determined by GEOID03.
 GA0571
 GA0571.The dynamic height is computed by dividing the NAVD 88
 GA0571.geopotential number by the normal gravity value computed on the
 GA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0571.degrees latitude (g = 980.6199 gals.).
 GA0571
 GA0571.The modeled gravity was interpolated from observed gravity values.
 GA0571
 GA0571;                    North         East    Units  Estimated Accuracy
 GA0571;SPC TN       -   226,550.      927,230.      MT  (+/- 180 meters Scaled)
 GA0571
 GA0571                          SUPERSEDED SURVEY CONTROL
 GA0571
 GA0571  NGVD 29 (??/??/92)  505.003  (m)         1656.83   (f) ADJ UNCH    2 0
 GA0571
 GA0571.Superseded values are not recommended for survey control.
 GA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0571.See file dsdata.txt to determine how the superseded data were derived.
 GA0571
 GA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA783203(NAD 83)
 GA0571_MARKER: DB = BENCH MARK DISK
 GA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0571_STAMPING: E 57 1934
 GA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0571+STABILITY: SURFACE MOTION
 GA0571
 GA0571  HISTORY     - Date     Condition        Report By
 GA0571  HISTORY     - 1934     MONUMENTED       CGS
 GA0571  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0571
 GA0571                          STATION DESCRIPTION
 GA0571
 GA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0571'AT JOHNSON CITY.
 GA0571'AT JOHNSON CITY, WASHINGTON COUNTY, AT NORTH ROAN STREET AND
 GA0571'FAIRVIEW AVENUE, AT THE JUNIOR HIGH SCHOOL, 3 FEET SOUTH OF THE
 GA0571'ENTRANCE AND 3 FEET WEST OF THE SIDEWALK.  A STANDARD DISK,
 GA0571'STAMPED E 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0571
 GA0571                          STATION RECOVERY (2001)
 GA0571
 GA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0578 ***********************************************************************
 GA0578  DESIGNATION -  E 58
 GA0578  PID         -  GA0578
 GA0578  STATE/COUNTY-  TN/CARTER
 GA0578  USGS QUAD   -  JOHNSON CITY (1968)
 GA0578
 GA0578                         *CURRENT SURVEY CONTROL
 GA0578  ___________________________________________________________________
 GA0578* NAD 83(1986)-  36 19 38.     (N)    082 16 11.     (W)     SCALED    
 GA0578* NAVD 88     -       448.602  (meters)    1471.79   (feet)  ADJUSTED  
 GA0578  ___________________________________________________________________
 GA0578  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0578  DYNAMIC HT  -         448.175 (meters)    1470.39  (feet)  COMP
 GA0578  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 GA0578
 GA0578  VERT ORDER  -  SECOND    CLASS 0
 GA0578
 GA0578.The horizontal coordinates were scaled from a topographic map and have
 GA0578.an estimated accuracy of +/- 6 seconds.
 GA0578
 GA0578.The orthometric height was determined by differential leveling
 GA0578.and adjusted by the National Geodetic Survey in June 1991..
 GA0578
 GA0578.The geoid height was determined by GEOID03.
 GA0578
 GA0578.The dynamic height is computed by dividing the NAVD 88
 GA0578.geopotential number by the normal gravity value computed on the
 GA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0578.degrees latitude (g = 980.6199 gals.).
 GA0578
 GA0578.The modeled gravity was interpolated from observed gravity values.
 GA0578
 GA0578;                    North         East    Units  Estimated Accuracy
 GA0578;SPC TN       -   227,610.      934,860.      MT  (+/- 180 meters Scaled)
 GA0578
 GA0578                          SUPERSEDED SURVEY CONTROL
 GA0578
 GA0578  NGVD 29 (??/??/92)  448.747  (m)         1472.26   (f) ADJ UNCH    2 0
 GA0578
 GA0578.Superseded values are not recommended for survey control.
 GA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0578.See file dsdata.txt to determine how the superseded data were derived.
 GA0578
 GA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA860209(NAD 83)
 GA0578_MARKER: DB = BENCH MARK DISK
 GA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0578_STAMPING: E 58 1934
 GA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0578+STABILITY: SURFACE MOTION
 GA0578
 GA0578  HISTORY     - Date     Condition        Report By
 GA0578  HISTORY     - 1934     MONUMENTED       CGS
 GA0578  HISTORY     - 1935     GOOD             NGS
 GA0578
 GA0578                          STATION DESCRIPTION
 GA0578
 GA0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0578'3.7 MI W FROM ELIZABETHTON.
 GA0578'3.7 MILES WEST ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0578'RAILROAD FROM ELIZABETHTON, CARTER COUNTY, AT MILEAGE 5.5, 66 FEET
 GA0578'WEST OF THE CENTER OF A GRADE CROSSING, 3 FEET SOUTHEAST OF THE
 GA0578'SOUTHEAST CORNER OF A SECTION HOUSE, AND 28 FEET SOUTH OF THE
 GA0578'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 58 1934
 GA0578'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0553 ***********************************************************************
 GA0553  DESIGNATION -  E 59
 GA0553  PID         -  GA0553
 GA0553  STATE/COUNTY-  TN/WASHINGTON
 GA0553  USGS QUAD   -  JONESBOROUGH (1968)
 GA0553
 GA0553                         *CURRENT SURVEY CONTROL
 GA0553  ___________________________________________________________________
 GA0553* NAD 83(1986)-  36 16 45.     (N)    082 29 18.     (W)     SCALED    
 GA0553* NAVD 88     -       512.030  (meters)    1679.89   (feet)  ADJUSTED  
 GA0553  ___________________________________________________________________
 GA0553  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0553  DYNAMIC HT  -         511.540 (meters)    1678.28  (feet)  COMP
 GA0553  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 GA0553
 GA0553  VERT ORDER  -  SECOND    CLASS 0
 GA0553
 GA0553.The horizontal coordinates were scaled from a topographic map and have
 GA0553.an estimated accuracy of +/- 6 seconds.
 GA0553
 GA0553.The orthometric height was determined by differential leveling
 GA0553.and adjusted by the National Geodetic Survey in June 1991..
 GA0553
 GA0553.The geoid height was determined by GEOID03.
 GA0553
 GA0553.The dynamic height is computed by dividing the NAVD 88
 GA0553.geopotential number by the normal gravity value computed on the
 GA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0553.degrees latitude (g = 980.6199 gals.).
 GA0553
 GA0553.The modeled gravity was interpolated from observed gravity values.
 GA0553
 GA0553;                    North         East    Units  Estimated Accuracy
 GA0553;SPC TN       -   221,550.      915,430.      MT  (+/- 180 meters Scaled)
 GA0553
 GA0553                          SUPERSEDED SURVEY CONTROL
 GA0553
 GA0553  NGVD 29 (??/??/92)  512.164  (m)         1680.32   (f) ADJ UNCH    2 0
 GA0553
 GA0553.Superseded values are not recommended for survey control.
 GA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0553.See file dsdata.txt to determine how the superseded data were derived.
 GA0553
 GA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA663159(NAD 83)
 GA0553_MARKER: DB = BENCH MARK DISK
 GA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0553_STAMPING: E 59 1934
 GA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0553+STABILITY: SURFACE MOTION
 GA0553
 GA0553  HISTORY     - Date     Condition        Report By
 GA0553  HISTORY     - 1934     MONUMENTED       CGS
 GA0553  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0553
 GA0553                          STATION DESCRIPTION
 GA0553
 GA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0553'1 MI SW FROM JONESBORO.
 GA0553'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0553'AT JONESBORO, WASHINGTON COUNTY, AT MILEAGE 34.1, 12 FEET WEST
 GA0553'OF THE FARM-ROAD CROSSING, 21 FEET NORTH OF THE CENTERLINE OF
 GA0553'THE MAIN TRACK, AND 7 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 GA0553'STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0553
 GA0553                          STATION RECOVERY (2001)
 GA0553
 GA0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0798 ***********************************************************************
 GD0798  DESIGNATION -  E 59
 GD0798  PID         -  GD0798
 GD0798  STATE/COUNTY-  TN/OBION
 GD0798  USGS QUAD   -  RIVES (1980)
 GD0798
 GD0798                         *CURRENT SURVEY CONTROL
 GD0798  ___________________________________________________________________
 GD0798* NAD 83(1986)-  36 17 52.     (N)    089 02 37.     (W)     SCALED    
 GD0798* NAVD 88     -        89.929  (meters)     295.04   (feet)  ADJUSTED  
 GD0798  ___________________________________________________________________
 GD0798  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0798  DYNAMIC HT  -          89.855 (meters)     294.80  (feet)  COMP
 GD0798  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GD0798
 GD0798  VERT ORDER  -  SECOND    CLASS 0
 GD0798
 GD0798.The horizontal coordinates were scaled from a topographic map and have
 GD0798.an estimated accuracy of +/- 6 seconds.
 GD0798
 GD0798.The orthometric height was determined by differential leveling
 GD0798.and adjusted by the National Geodetic Survey in June 1991..
 GD0798
 GD0798.The geoid height was determined by GEOID03.
 GD0798
 GD0798.The dynamic height is computed by dividing the NAVD 88
 GD0798.geopotential number by the normal gravity value computed on the
 GD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0798.degrees latitude (g = 980.6199 gals.).
 GD0798
 GD0798.The modeled gravity was interpolated from observed gravity values.
 GD0798
 GD0798;                    North         East    Units  Estimated Accuracy
 GD0798;SPC TN       -   222,210.      326,660.      MT  (+/- 180 meters Scaled)
 GD0798
 GD0798                          SUPERSEDED SURVEY CONTROL
 GD0798
 GD0798  NGVD 29 (??/??/??)   89.939  (m)          295.07   (f) ADJUSTED    2 0
 GD0798
 GD0798.Superseded values are not recommended for survey control.
 GD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0798.See file dsdata.txt to determine how the superseded data were derived.
 GD0798
 GD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF164189(NAD 83)
 GD0798_MARKER: DB = BENCH MARK DISK
 GD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0798_STAMPING: E 59 1935
 GD0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0798+STABILITY: SURFACE MOTION
 GD0798
 GD0798  HISTORY     - Date     Condition        Report By
 GD0798  HISTORY     - 1935     MONUMENTED       CGS
 GD0798  HISTORY     - 1967     GOOD             CGS
 GD0798  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0798
 GD0798                          STATION DESCRIPTION
 GD0798
 GD0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0798'4.3 MI S FROM RIVES.
 GD0798'THE MARK IS ABOUT 4.3 MILES SOUTH ALONG THE MOBILE AND OHIO
 GD0798'RAILROAD FROM THE STATION AT RIVES, AT A GRAVELED ROAD CROSSING,
 GD0798'105 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 58 FEET SOUTH
 GD0798'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 44.7 FEET EAST
 GD0798'OF THE EAST RAIL, 4 FEET WEST OF A TELEPHONE POLE, AND 0.6 OF A
 GD0798'FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD0798'BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, FLUSH,
 GD0798'CONCRETE MONUMENT AND THE DISK IS STAMPED E 59 1935.
 GD0798
 GD0798                          STATION RECOVERY (2002)
 GD0798
 GD0798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0798'OLD RR GRADE HAS BEEN ABANDONED AND LEVELED, NO TRACE OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0008 ***********************************************************************
 FD0008  DESIGNATION -  E 6
 FD0008  PID         -  FD0008
 FD0008  STATE/COUNTY-  TN/RUTHERFORD
 FD0008  USGS QUAD   -  FOSTERVILLE (1980)
 FD0008
 FD0008                         *CURRENT SURVEY CONTROL
 FD0008  ___________________________________________________________________
 FD0008* NAD 83(1986)-  35 39 30.     (N)    086 24 18.     (W)     SCALED    
 FD0008* NAVD 88     -       257.283  (meters)     844.10   (feet)  ADJUSTED  
 FD0008  ___________________________________________________________________
 FD0008  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD0008  DYNAMIC HT  -         257.052 (meters)     843.34  (feet)  COMP
 FD0008  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FD0008
 FD0008  VERT ORDER  -  FIRST     CLASS II
 FD0008
 FD0008.The horizontal coordinates were scaled from a topographic map and have
 FD0008.an estimated accuracy of +/- 6 seconds.
 FD0008
 FD0008.The orthometric height was determined by differential leveling
 FD0008.and adjusted by the National Geodetic Survey in June 1991..
 FD0008
 FD0008.The geoid height was determined by GEOID03.
 FD0008
 FD0008.The dynamic height is computed by dividing the NAVD 88
 FD0008.geopotential number by the normal gravity value computed on the
 FD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0008.degrees latitude (g = 980.6199 gals.).
 FD0008
 FD0008.The modeled gravity was interpolated from observed gravity values.
 FD0008
 FD0008;                    North         East    Units  Estimated Accuracy
 FD0008;SPC TN       -   147,080.      563,330.      MT  (+/- 180 meters Scaled)
 FD0008
 FD0008                          SUPERSEDED SURVEY CONTROL
 FD0008
 FD0008  NGVD 29 (??/??/92)  257.282  (m)          844.10   (f) ADJ UNCH    1 2
 FD0008
 FD0008.Superseded values are not recommended for survey control.
 FD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0008.See file dsdata.txt to determine how the superseded data were derived.
 FD0008
 FD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE538462(NAD 83)
 FD0008_MARKER: DB = BENCH MARK DISK
 FD0008_SETTING: 0 = UNSPECIFIED SETTING
 FD0008_STAMPING: 844.473 E 6 1930
 FD0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0008
 FD0008  HISTORY     - Date     Condition        Report By
 FD0008  HISTORY     - 1930     MONUMENTED       CGS
 FD0008  HISTORY     - 1935     GOOD             NGS
 FD0008
 FD0008                          STATION DESCRIPTION
 FD0008
 FD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0008'0.2 MI N FROM FOSTERVILLE.
 FD0008'0.25 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0008'RAILWAY FROM FOSTERVILLE, RUTHERFORD COUNTY, 4 RAILS NORTH OF
 FD0008'BLOCK SIGNAL 44/9, 31 FEET EAST OF THE EAST RAIL, IN THE FACE OF
 FD0008'THE FIRST CUT NORTH OF TOWN, AND 2 FEET ABOVE THE TRACK.  A
 FD0008'STANDARD DISK, STAMPED 844.473 E 6 1930 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0740 ***********************************************************************
 GD0740  DESIGNATION -  E 60
 GD0740  PID         -  GD0740
 GD0740  STATE/COUNTY-  TN/LAKE
 GD0740  USGS QUAD   -  RIDGELY (1981)
 GD0740
 GD0740                         *CURRENT SURVEY CONTROL
 GD0740  ___________________________________________________________________
 GD0740* NAD 83(1986)-  36 21 43.     (N)    089 28 08.     (W)     SCALED    
 GD0740* NAVD 88     -        88.085  (meters)     288.99   (feet)  ADJUSTED  
 GD0740  ___________________________________________________________________
 GD0740  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0740  DYNAMIC HT  -          88.014 (meters)     288.76  (feet)  COMP
 GD0740  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GD0740
 GD0740  VERT ORDER  -  FIRST     CLASS I
 GD0740
 GD0740.The horizontal coordinates were scaled from a topographic map and have
 GD0740.an estimated accuracy of +/- 6 seconds.
 GD0740
 GD0740.The orthometric height was determined by differential leveling
 GD0740.and adjusted by the National Geodetic Survey in June 1991..
 GD0740
 GD0740.The geoid height was determined by GEOID03.
 GD0740
 GD0740.The dynamic height is computed by dividing the NAVD 88
 GD0740.geopotential number by the normal gravity value computed on the
 GD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0740.degrees latitude (g = 980.6199 gals.).
 GD0740
 GD0740.The modeled gravity was interpolated from observed gravity values.
 GD0740
 GD0740;                    North         East    Units  Estimated Accuracy
 GD0740;SPC TN       -   230,590.      288,740.      MT  (+/- 180 meters Scaled)
 GD0740
 GD0740                          SUPERSEDED SURVEY CONTROL
 GD0740
 GD0740  NGVD 29 (??/??/??)   88.012  (m)          288.75   (f) ADJUSTED    1 1
 GD0740
 GD0740.Superseded values are not recommended for survey control.
 GD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0740.See file dsdata.txt to determine how the superseded data were derived.
 GD0740
 GD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF784269(NAD 83)
 GD0740_MARKER: DB = BENCH MARK DISK
 GD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0740_STAMPING: E 60 1935
 GD0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0740+STABILITY: SURFACE MOTION
 GD0740
 GD0740  HISTORY     - Date     Condition        Report By
 GD0740  HISTORY     - 1935     MONUMENTED       CGS
 GD0740  HISTORY     - 1974     GOOD             NGS
 GD0740  HISTORY     - 20020802 POOR             USACE
 GD0740
 GD0740                          STATION DESCRIPTION
 GD0740
 GD0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0740'1.05 MI S FROM TIPTONVILLE.
 GD0740'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD0740'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, AT 4 FRAME HOUSES IN A
 GD0740'ROW AND SET BETWEEN THE TWO FRAME HOUSES IN CENTER, 81.4 FEET WEST OF
 GD0740'AND ACROSS TRACKS OF THE CENTER LINE OF THE HIGHWAY, 67.2 FEET
 GD0740'SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAY FRAME HOUSE, 51 FEET
 GD0740'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 30 FEET
 GD0740'NORTH OF A POWER POLE WITH TRANSFORMER AND GUY WIRE, 21.3 FEET WEST OF
 GD0740'THE WEST RAIL OF TRACKS, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP
 GD0740'OF A CONCRETE POST PROJECTING 0.1 FOOT.
 GD0740
 GD0740                          STATION RECOVERY (2002)
 GD0740
 GD0740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0740'MARK DESTROYED. FOUND DISK ATTACHED TO CONCRETE POST LAYING FLAT ON
 GD0740'GROUND, UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0866 ***********************************************************************
 FE0866  DESIGNATION -  E 63
 FE0866  PID         -  FE0866
 FE0866  STATE/COUNTY-  TN/CROCKETT
 FE0866  USGS QUAD   -  BELLS (1981)
 FE0866
 FE0866                         *CURRENT SURVEY CONTROL
 FE0866  ___________________________________________________________________
 FE0866* NAD 83(1986)-  35 41 34.     (N)    089 06 35.     (W)     SCALED    
 FE0866* NAVD 88     -        93.562  (meters)     306.96   (feet)  ADJUSTED  
 FE0866  ___________________________________________________________________
 FE0866  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0866  DYNAMIC HT  -          93.480 (meters)     306.69  (feet)  COMP
 FE0866  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0866
 FE0866  VERT ORDER  -  SECOND    CLASS 0
 FE0866
 FE0866.The horizontal coordinates were scaled from a topographic map and have
 FE0866.an estimated accuracy of +/- 6 seconds.
 FE0866
 FE0866.The orthometric height was determined by differential leveling
 FE0866.and adjusted by the National Geodetic Survey in June 1991..
 FE0866
 FE0866.The geoid height was determined by GEOID03.
 FE0866
 FE0866.The dynamic height is computed by dividing the NAVD 88
 FE0866.geopotential number by the normal gravity value computed on the
 FE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0866.degrees latitude (g = 980.6199 gals.).
 FE0866
 FE0866.The modeled gravity was interpolated from observed gravity values.
 FE0866
 FE0866;                    North         East    Units  Estimated Accuracy
 FE0866;SPC TN       -   155,300.      318,590.      MT  (+/- 180 meters Scaled)
 FE0866
 FE0866                          SUPERSEDED SURVEY CONTROL
 FE0866
 FE0866  NGVD 29 (??/??/??)   93.596  (m)          307.07   (f) ADJUSTED    2 0
 FE0866
 FE0866.Superseded values are not recommended for survey control.
 FE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0866.See file dsdata.txt to determine how the superseded data were derived.
 FE0866
 FE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE091519(NAD 83)
 FE0866_MARKER: DB = BENCH MARK DISK
 FE0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0866_SP_SET: BRIDGE ABUTMENT
 FE0866_STAMPING: E 63 1935
 FE0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0866
 FE0866  HISTORY     - Date     Condition        Report By
 FE0866  HISTORY     - 1935     MONUMENTED       CGS
 FE0866  HISTORY     - 1949     GOOD             CGS
 FE0866  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FE0866
 FE0866                          STATION DESCRIPTION
 FE0866
 FE0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0866'1.9 MI SW FROM BELL.
 FE0866'1.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0866'FROM THE STATION AT BELLS, CROCKETT COUNTY, AT MILEAGE 309.5,
 FE0866'AT STEEL BRIDGE 265 OVER SOUTH FORK FORKED DEER RIVER, IN THE
 FE0866'TOP OF THE NORTH END OF THE WEST ABUTMENT, 1 FOOT EAST AND 3
 FE0866'FEET SOUTH OF THE NORTHWEST CORNER, AND ABOUT 5-1/2 FEET LOWER
 FE0866'THAN THE TRACK.  A STANDARD DISK, STAMPED E 63 1935.
 FE0866
 FE0866                          STATION RECOVERY (1949)
 FE0866
 FE0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0866'RECOVERED IN GOOD CONDITION.
 FE0866
 FE0866                          STATION RECOVERY (1988)
 FE0866
 FE0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 FE0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1060 ***********************************************************************
 FE1060  DESIGNATION -  E 64
 FE1060  PID         -  FE1060
 FE1060  STATE/COUNTY-  TN/HARDEMAN
 FE1060  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1060
 FE1060                         *CURRENT SURVEY CONTROL
 FE1060  ___________________________________________________________________
 FE1060* NAD 83(1986)-  35 05 34.     (N)    089 09 33.     (W)     SCALED    
 FE1060* NAVD 88     -       187.831  (meters)     616.24   (feet)  ADJUSTED  
 FE1060  ___________________________________________________________________
 FE1060  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1060  DYNAMIC HT  -         187.653 (meters)     615.66  (feet)  COMP
 FE1060  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FE1060
 FE1060  VERT ORDER  -  SECOND    CLASS 0
 FE1060
 FE1060.The horizontal coordinates were scaled from a topographic map and have
 FE1060.an estimated accuracy of +/- 6 seconds.
 FE1060
 FE1060.The orthometric height was determined by differential leveling
 FE1060.and adjusted by the National Geodetic Survey in June 1991..
 FE1060
 FE1060.The geoid height was determined by GEOID03.
 FE1060
 FE1060.The dynamic height is computed by dividing the NAVD 88
 FE1060.geopotential number by the normal gravity value computed on the
 FE1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1060.degrees latitude (g = 980.6199 gals.).
 FE1060
 FE1060.The modeled gravity was interpolated from observed gravity values.
 FE1060
 FE1060;                    North         East    Units  Estimated Accuracy
 FE1060;SPC TN       -    88,910.      311,970.      MT  (+/- 180 meters Scaled)
 FE1060
 FE1060                          SUPERSEDED SURVEY CONTROL
 FE1060
 FE1060  NGVD 29 (??/??/??)  187.789  (m)          616.10   (f) ADJUSTED    2 0
 FE1060
 FE1060.Superseded values are not recommended for survey control.
 FE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1060.See file dsdata.txt to determine how the superseded data were derived.
 FE1060
 FE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD031854(NAD 83)
 FE1060_MARKER: DB = BENCH MARK DISK
 FE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1060_STAMPING: E 64 1935
 FE1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1060+STABILITY: SURFACE MOTION
 FE1060
 FE1060  HISTORY     - Date     Condition        Report By
 FE1060  HISTORY     - 1935     MONUMENTED       CGS
 FE1060  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1060
 FE1060                          STATION DESCRIPTION
 FE1060
 FE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1060'3 MI N FROM GRAND JUNCTION.
 FE1060'3.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1060'STATION AT GRAND JUNCTION, HARDEMAN COUNTY, 0.3 MILE SOUTH OF
 FE1060'MILEPOST 514, AT A ROAD CROSSING, 2 RAILS SOUTH OF THE ROAD,
 FE1060'20 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 10 FEET WEST
 FE1060'OF THE CENTERLINE OF A FARM ROAD.  A STANDARD DISK, STAMPED
 FE1060'E 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1060
 FE1060                          STATION RECOVERY (2002)
 FE1060
 FE1060'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0778 ***********************************************************************
 FE0778  DESIGNATION -  E 65
 FE0778  PID         -  FE0778
 FE0778  STATE/COUNTY-  TN/MADISON
 FE0778  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0778
 FE0778                         *CURRENT SURVEY CONTROL
 FE0778  ___________________________________________________________________
 FE0778* NAD 83(1986)-  35 32 34.     (N)    088 49 39.     (W)     SCALED    
 FE0778* NAVD 88     -       137.893  (meters)     452.40   (feet)  ADJUSTED  
 FE0778  ___________________________________________________________________
 FE0778  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0778  DYNAMIC HT  -         137.768 (meters)     451.99  (feet)  COMP
 FE0778  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FE0778
 FE0778  VERT ORDER  -  SECOND    CLASS 0
 FE0778
 FE0778.The horizontal coordinates were scaled from a topographic map and have
 FE0778.an estimated accuracy of +/- 6 seconds.
 FE0778
 FE0778.The orthometric height was determined by differential leveling
 FE0778.and adjusted by the National Geodetic Survey in June 1991..
 FE0778
 FE0778.The geoid height was determined by GEOID03.
 FE0778
 FE0778.The dynamic height is computed by dividing the NAVD 88
 FE0778.geopotential number by the normal gravity value computed on the
 FE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0778.degrees latitude (g = 980.6199 gals.).
 FE0778
 FE0778.The modeled gravity was interpolated from observed gravity values.
 FE0778
 FE0778;                    North         East    Units  Estimated Accuracy
 FE0778;SPC TN       -   137,890.      343,640.      MT  (+/- 180 meters Scaled)
 FE0778
 FE0778                          SUPERSEDED SURVEY CONTROL
 FE0778
 FE0778  NGVD 29 (??/??/??)  137.919  (m)          452.49   (f) ADJUSTED    2 0
 FE0778
 FE0778.Superseded values are not recommended for survey control.
 FE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0778.See file dsdata.txt to determine how the superseded data were derived.
 FE0778
 FE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE343347(NAD 83)
 FE0778_MARKER: DB = BENCH MARK DISK
 FE0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0778_STAMPING: E 65 1935
 FE0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0778+STABILITY: SURFACE MOTION
 FE0778
 FE0778  HISTORY     - Date     Condition        Report By
 FE0778  HISTORY     - 1935     MONUMENTED       CGS
 FE0778  HISTORY     - 1957     GOOD             CGS
 FE0778  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0778
 FE0778                          STATION DESCRIPTION
 FE0778
 FE0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0778'AT MALESUS.
 FE0778'AT MALESUS, MADISON COUNTY, 63 FEET NORTH OF ILLINOIS CENTRAL
 FE0778'RAILROAD AND ROAD CROSSING, 56 FEET WEST OF THE CENTERLINE OF
 FE0778'THE MAIN TRACK, 50 FEET EAST OF A RESIDENCE, 1 FOOT WEST OF A
 FE0778'HEDGEROW IN FRONT YARD.  A STANDARD DISK, STAMPED E 65 1935 AND
 FE0778'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0778
 FE0778                          STATION RECOVERY (2002)
 FE0778
 FE0778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0778'SUSPECTED DESTROYED, TRACKS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1171 ***********************************************************************
 FE1171  DESIGNATION -  E 67
 FE1171  PID         -  FE1171
 FE1171  STATE/COUNTY-  TN/FAYETTE
 FE1171  USGS QUAD   -  MASON (1973)
 FE1171
 FE1171                         *CURRENT SURVEY CONTROL
 FE1171  ___________________________________________________________________
 FE1171* NAD 83(1986)-  35 23 06.     (N)    089 33 51.     (W)     SCALED    
 FE1171* NAVD 88     -        97.790  (meters)     320.83   (feet)  ADJUSTED  
 FE1171  ___________________________________________________________________
 FE1171  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1171  DYNAMIC HT  -          97.704 (meters)     320.55  (feet)  COMP
 FE1171  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FE1171
 FE1171  VERT ORDER  -  SECOND    CLASS 0
 FE1171
 FE1171.The horizontal coordinates were scaled from a topographic map and have
 FE1171.an estimated accuracy of +/- 6 seconds.
 FE1171
 FE1171.The orthometric height was determined by differential leveling
 FE1171.and adjusted by the National Geodetic Survey in June 1991..
 FE1171
 FE1171.The geoid height was determined by GEOID03.
 FE1171
 FE1171.The dynamic height is computed by dividing the NAVD 88
 FE1171.geopotential number by the normal gravity value computed on the
 FE1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1171.degrees latitude (g = 980.6199 gals.).
 FE1171
 FE1171.The modeled gravity was interpolated from observed gravity values.
 FE1171
 FE1171;                    North         East    Units  Estimated Accuracy
 FE1171;SPC TN       -   122,580.      276,240.      MT  (+/- 180 meters Scaled)
 FE1171
 FE1171                          SUPERSEDED SURVEY CONTROL
 FE1171
 FE1171  NGVD 29 (??/??/??)   97.776  (m)          320.79   (f) ADJUSTED    2 0
 FE1171
 FE1171.Superseded values are not recommended for survey control.
 FE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1171.See file dsdata.txt to determine how the superseded data were derived.
 FE1171
 FE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE670187(NAD 83)
 FE1171_MARKER: DB = BENCH MARK DISK
 FE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1171_STAMPING: E 67 1935
 FE1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1171+STABILITY: SURFACE MOTION
 FE1171
 FE1171  HISTORY     - Date     Condition        Report By
 FE1171  HISTORY     - 1935     MONUMENTED       CGS
 FE1171
 FE1171                          STATION DESCRIPTION
 FE1171
 FE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1171'AT BRADEN.
 FE1171'AT BRADEN, FAYETTE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1171'RAILROAD, 0.5 MILE NORTH OF THE STATION, 16 RAILS NORTH OF
 FE1171'MILEPOST L 344, AT THE NORTH END OF TOWN, AND 18 FEET NORTH OF THE
 FE1171'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 67 1935
 FE1171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FE1171'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0352 ***********************************************************************
 FF0352  DESIGNATION -  E 68
 FF0352  PID         -  FF0352
 FF0352  STATE/COUNTY-  TN/SHELBY
 FF0352  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0352
 FF0352                         *CURRENT SURVEY CONTROL
 FF0352  ___________________________________________________________________
 FF0352* NAD 83(1986)-  35 09 09.     (N)    090 01 44.     (W)     SCALED    
 FF0352* NAVD 88     -        77.475  (meters)     254.18   (feet)  ADJUSTED  
 FF0352  ___________________________________________________________________
 FF0352  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0352  DYNAMIC HT  -          77.405 (meters)     253.95  (feet)  COMP
 FF0352  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF0352
 FF0352  VERT ORDER  -  FIRST     CLASS I
 FF0352
 FF0352.The horizontal coordinates were scaled from a topographic map and have
 FF0352.an estimated accuracy of +/- 6 seconds.
 FF0352
 FF0352.The orthometric height was determined by differential leveling
 FF0352.and adjusted by the National Geodetic Survey in June 1991..
 FF0352
 FF0352.The geoid height was determined by GEOID03.
 FF0352
 FF0352.The dynamic height is computed by dividing the NAVD 88
 FF0352.geopotential number by the normal gravity value computed on the
 FF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0352.degrees latitude (g = 980.6199 gals.).
 FF0352
 FF0352.The modeled gravity was interpolated from observed gravity values.
 FF0352
 FF0352;                    North         East    Units  Estimated Accuracy
 FF0352;SPC TN       -    98,440.      232,990.      MT  (+/- 180 meters Scaled)
 FF0352
 FF0352                          SUPERSEDED SURVEY CONTROL
 FF0352
 FF0352  NGVD 29 (??/??/??)   77.437  (m)          254.06   (f) ADJUSTED    1 1
 FF0352
 FF0352.Superseded values are not recommended for survey control.
 FF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0352.See file dsdata.txt to determine how the superseded data were derived.
 FF0352
 FF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU706939(NAD 83)
 FF0352_MARKER: DB = BENCH MARK DISK
 FF0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0352+STABILITY: SURFACE MOTION
 FF0352
 FF0352  HISTORY     - Date     Condition        Report By
 FF0352  HISTORY     - 1935     MONUMENTED       CGS
 FF0352  HISTORY     - 1974     GOOD             NGS
 FF0352  HISTORY     - 1976     POOR             NGS
 FF0352  HISTORY     - 19950714 MARK NOT FOUND   TN1620
 FF0352
 FF0352                          STATION DESCRIPTION
 FF0352
 FF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0352'AT MEMPHIS.
 FF0352'AT MEMPHIS, 0.2 MILE SOUTH OF INTERSECTION OF NORTH PARKWAY AND
 FF0352'AYERS STREET, 207 FEET NORTH-NORTHWEST OF THE CENTER OF CROSSING
 FF0352'OF LOUISVILLE AND NASHVILLE RAILROAD AND AYERS STREET, IN THE
 FF0352'SOUTHEAST PORTION OF CITY WATER WORKS PARK, 174 FEET SOUTH OF THE
 FF0352'EXTENDED CENTER LINE OF GALLOWAY STREET LEADING EAST, 36.5 FEET
 FF0352'WEST OF THE CENTER LINE OF AYERS STREET, 46.8 FEET NORTHEAST
 FF0352'OF THE NORTHEAST RAIL OF A SPUR TRACK THRU PARK, 7.6 FEET
 FF0352'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 1 1/2
 FF0352'FEET ABOVE STREET LEVEL AND IN THE TOP OF A CONCRETE POST
 FF0352'PROJECTING 1-INCH.  NOTE-- MARK SOLID, BUT DISK SO MUTILATED THAT
 FF0352'CASTING AND STAMPING WAS ILLEGIBLE.
 FF0352
 FF0352                          STATION RECOVERY (1976)
 FF0352
 FF0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0352'MARK RECOVERED IN POOR CONDITION.
 FF0352
 FF0352                          STATION RECOVERY (1995)
 FF0352
 FF0352'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1343 ***********************************************************************
 FE1343  DESIGNATION -  E 69
 FE1343  PID         -  FE1343
 FE1343  STATE/COUNTY-  TN/TIPTON
 FE1343  USGS QUAD   -  BRIGHTON (1981)
 FE1343
 FE1343                         *CURRENT SURVEY CONTROL
 FE1343  ___________________________________________________________________
 FE1343* NAD 83(1986)-  35 28 19.     (N)    089 44 27.     (W)     SCALED    
 FE1343* NAVD 88     -       113.337  (meters)     371.84   (feet)  ADJUSTED  
 FE1343  ___________________________________________________________________
 FE1343  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1343  DYNAMIC HT  -         113.239 (meters)     371.52  (feet)  COMP
 FE1343  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 FE1343
 FE1343  VERT ORDER  -  SECOND    CLASS 0
 FE1343
 FE1343.The horizontal coordinates were scaled from a topographic map and have
 FE1343.an estimated accuracy of +/- 6 seconds.
 FE1343
 FE1343.The orthometric height was determined by differential leveling
 FE1343.and adjusted by the National Geodetic Survey in June 1991..
 FE1343.WARNING-Repeat measurements at this control monument indicate possible
 FE1343.vertical movement.
 FE1343
 FE1343.The geoid height was determined by GEOID03.
 FE1343
 FE1343.The dynamic height is computed by dividing the NAVD 88
 FE1343.geopotential number by the normal gravity value computed on the
 FE1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1343.degrees latitude (g = 980.6199 gals.).
 FE1343
 FE1343.The modeled gravity was interpolated from observed gravity values.
 FE1343
 FE1343;                    North         East    Units  Estimated Accuracy
 FE1343;SPC TN       -   132,820.      260,570.      MT  (+/- 180 meters Scaled)
 FE1343
 FE1343                          SUPERSEDED SURVEY CONTROL
 FE1343
 FE1343  NGVD 29 (??/??/??)  113.310  (m)          371.75   (f) ADJUSTED    2 0
 FE1343
 FE1343.Superseded values are not recommended for survey control.
 FE1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1343.See file dsdata.txt to determine how the superseded data were derived.
 FE1343
 FE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE513288(NAD 83)
 FE1343_MARKER: DB = BENCH MARK DISK
 FE1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1343_STAMPING: E 69 1935
 FE1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1343+STABILITY: SURFACE MOTION
 FE1343
 FE1343  HISTORY     - Date     Condition        Report By
 FE1343  HISTORY     - 1935     MONUMENTED       CGS
 FE1343  HISTORY     - 1957     GOOD             CGS
 FE1343
 FE1343                          STATION DESCRIPTION
 FE1343
 FE1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1343'1 MI SW FROM BRIGHTON.
 FE1343'ABOUT 1.05 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1343'FROM THE STATION AT BRIGHTON, ABOUT 0.2 MILE SOUTHWEST OF
 FE1343'MILEPOST 361, 17 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34 1/2
 FE1343'FEET EAST OF THE EAST FACE OF AN OVERHEAD WOODEN BRIDGE, 77 FEET
 FE1343'WEST OF TELEPHONE POLE NO. 6010, 76 FEET NORTH OF TELEPHONE
 FE1343'POLE NO. 6011, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1343'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FE1343'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0040 ***********************************************************************
 FD0040  DESIGNATION -  E 7
 FD0040  PID         -  FD0040
 FD0040  STATE/COUNTY-  TN/COFFEE
 FD0040  USGS QUAD   -  FREDONIA (1976)
 FD0040
 FD0040                         *CURRENT SURVEY CONTROL
 FD0040  ___________________________________________________________________
 FD0040* NAD 83(1986)-  35 30 12.     (N)    086 03 50.     (W)     SCALED    
 FD0040* NAVD 88     -       333.688  (meters)    1094.77   (feet)  ADJUSTED  
 FD0040  ___________________________________________________________________
 FD0040  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0040  DYNAMIC HT  -         333.369 (meters)    1093.73  (feet)  COMP
 FD0040  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FD0040
 FD0040  VERT ORDER  -  SECOND    CLASS 0
 FD0040
 FD0040.The horizontal coordinates were scaled from a topographic map and have
 FD0040.an estimated accuracy of +/- 6 seconds.
 FD0040
 FD0040.The orthometric height was determined by differential leveling
 FD0040.and adjusted by the National Geodetic Survey in June 1991..
 FD0040
 FD0040.The geoid height was determined by GEOID03.
 FD0040
 FD0040.The dynamic height is computed by dividing the NAVD 88
 FD0040.geopotential number by the normal gravity value computed on the
 FD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0040.degrees latitude (g = 980.6199 gals.).
 FD0040
 FD0040.The modeled gravity was interpolated from observed gravity values.
 FD0040
 FD0040;                    North         East    Units  Estimated Accuracy
 FD0040;SPC TN       -   129,810.      594,200.      MT  (+/- 180 meters Scaled)
 FD0040
 FD0040                          SUPERSEDED SURVEY CONTROL
 FD0040
 FD0040  NGVD 29 (??/??/92)  333.684  (m)         1094.76   (f) ADJ UNCH    2 0
 FD0040
 FD0040.Superseded values are not recommended for survey control.
 FD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0040.See file dsdata.txt to determine how the superseded data were derived.
 FD0040
 FD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE848292(NAD 83)
 FD0040_MARKER: DB = BENCH MARK DISK
 FD0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0040_STAMPING: 1095.063 E 7 1930
 FD0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0040+STABILITY: SURFACE MOTION
 FD0040
 FD0040  HISTORY     - Date     Condition        Report By
 FD0040  HISTORY     - 1930     MONUMENTED       CGS
 FD0040  HISTORY     - 1934     GOOD             NGS
 FD0040
 FD0040                          STATION DESCRIPTION
 FD0040
 FD0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0040'2 MI NE FROM MANCHESTER.
 FD0040'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0040'RAILWAY FROM MANCHESTER, COFFEE COUNTY, 30 FEET NORTHEAST OF
 FD0040'A ROAD CROSSING, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET
 FD0040'NORTHEAST, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 FD0040'DISK, STAMPED 1095.063 E 7 1930 AND SET IN THE TOP OF A CONCRETE
 FD0040'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1055 ***********************************************************************
 FE1055  DESIGNATION -  E 72
 FE1055  PID         -  FE1055
 FE1055  STATE/COUNTY-  TN/HARDEMAN
 FE1055  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1055
 FE1055                         *CURRENT SURVEY CONTROL
 FE1055  ___________________________________________________________________
 FE1055* NAD 83(1986)-  35 15 55.     (N)    089 00 41.     (W)     SCALED    
 FE1055* NAVD 88     -       132.565  (meters)     434.92   (feet)  ADJUSTED  
 FE1055  ___________________________________________________________________
 FE1055  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1055  DYNAMIC HT  -         132.442 (meters)     434.52  (feet)  COMP
 FE1055  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FE1055
 FE1055  VERT ORDER  -  SECOND    CLASS 0
 FE1055
 FE1055.The horizontal coordinates were scaled from a topographic map and have
 FE1055.an estimated accuracy of +/- 6 seconds.
 FE1055
 FE1055.The orthometric height was determined by differential leveling
 FE1055.and adjusted by the National Geodetic Survey in June 1991..
 FE1055
 FE1055.The geoid height was determined by GEOID03.
 FE1055
 FE1055.The dynamic height is computed by dividing the NAVD 88
 FE1055.geopotential number by the normal gravity value computed on the
 FE1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1055.degrees latitude (g = 980.6199 gals.).
 FE1055
 FE1055.The modeled gravity was interpolated from observed gravity values.
 FE1055
 FE1055;                    North         East    Units  Estimated Accuracy
 FE1055;SPC TN       -   107,620.      326,030.      MT  (+/- 180 meters Scaled)
 FE1055
 FE1055                          SUPERSEDED SURVEY CONTROL
 FE1055
 FE1055  NGVD 29 (??/??/??)  132.551  (m)          434.88   (f) ADJUSTED    2 0
 FE1055
 FE1055.Superseded values are not recommended for survey control.
 FE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1055.See file dsdata.txt to determine how the superseded data were derived.
 FE1055
 FE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE170043(NAD 83)
 FE1055_MARKER: DB = BENCH MARK DISK
 FE1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1055_STAMPING: E 72 1935
 FE1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1055+STABILITY: SURFACE MOTION
 FE1055
 FE1055  HISTORY     - Date     Condition        Report By
 FE1055  HISTORY     - 1935     MONUMENTED       CGS
 FE1055  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1055
 FE1055                          STATION DESCRIPTION
 FE1055
 FE1055'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1055'1.3 MI W FROM BOLIVAR.
 FE1055'1.3 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1055'PLANT AT BOLIVAR, HARDEMAN COUNTY, 125 YARDS EAST OF A CURVE TO
 FE1055'THE SOUTH, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FE1055'4 FEET EAST OF FENCE CORNER.  A STANDARD DISK, STAMPED E 72
 FE1055'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1023 ***********************************************************************
 FE1023  DESIGNATION -  E 73
 FE1023  PID         -  FE1023
 FE1023  STATE/COUNTY-  TN/FAYETTE
 FE1023  USGS QUAD   -  LACONIA (1983)
 FE1023
 FE1023                         *CURRENT SURVEY CONTROL
 FE1023  ___________________________________________________________________
 FE1023* NAD 83(1986)-  35 15 48.     (N)    089 21 25.     (W)     SCALED    
 FE1023* NAVD 88     -       106.079  (meters)     348.03   (feet)  ADJUSTED  
 FE1023  ___________________________________________________________________
 FE1023  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1023  DYNAMIC HT  -         105.982 (meters)     347.71  (feet)  COMP
 FE1023  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE1023
 FE1023  VERT ORDER  -  SECOND    CLASS 0
 FE1023
 FE1023.The horizontal coordinates were scaled from a topographic map and have
 FE1023.an estimated accuracy of +/- 6 seconds.
 FE1023
 FE1023.The orthometric height was determined by differential leveling
 FE1023.and adjusted by the National Geodetic Survey in June 1991..
 FE1023
 FE1023.The geoid height was determined by GEOID03.
 FE1023
 FE1023.The dynamic height is computed by dividing the NAVD 88
 FE1023.geopotential number by the normal gravity value computed on the
 FE1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1023.degrees latitude (g = 980.6199 gals.).
 FE1023
 FE1023.The modeled gravity was interpolated from observed gravity values.
 FE1023
 FE1023;                    North         East    Units  Estimated Accuracy
 FE1023;SPC TN       -   108,420.      294,600.      MT  (+/- 180 meters Scaled)
 FE1023
 FE1023                          SUPERSEDED SURVEY CONTROL
 FE1023
 FE1023  NGVD 29 (??/??/??)  106.064  (m)          347.98   (f) ADJUSTED    2 0
 FE1023
 FE1023.Superseded values are not recommended for survey control.
 FE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1023.See file dsdata.txt to determine how the superseded data were derived.
 FE1023
 FE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE855047(NAD 83)
 FE1023_MARKER: DB = BENCH MARK DISK
 FE1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1023_STAMPING: E 73 1935
 FE1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1023+STABILITY: SURFACE MOTION
 FE1023
 FE1023  HISTORY     - Date     Condition        Report By
 FE1023  HISTORY     - 1935     MONUMENTED       CGS
 FE1023  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1023
 FE1023                          STATION DESCRIPTION
 FE1023
 FE1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1023'1.5 MI NW FROM SOMERVILLE.
 FE1023'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1023'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 200 FEET SOUTH OF A SMALL
 FE1023'BRIDGE, AND 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FE1023'A STANDARD DISK, STAMPED E 73 1935 AND SET IN THE TOP OF A
 FE1023'CONCRETE POST.
 FE1023
 FE1023                          STATION RECOVERY (2002)
 FE1023
 FE1023'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1576 ***********************************************************************
 FE1576  DESIGNATION -  E 74
 FE1576  PID         -  FE1576
 FE1576  STATE/COUNTY-  TN/LAUDERDALE
 FE1576  USGS QUAD   -  OPEN LAKE (1983)
 FE1576
 FE1576                         *CURRENT SURVEY CONTROL
 FE1576  ___________________________________________________________________
 FE1576* NAD 83(1986)-  35 46 24.     (N)    089 37 37.     (W)     SCALED    
 FE1576* NAVD 88     -        98.311  (meters)     322.54   (feet)  ADJUSTED  
 FE1576  ___________________________________________________________________
 FE1576  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1576  DYNAMIC HT  -          98.227 (meters)     322.27  (feet)  COMP
 FE1576  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 FE1576
 FE1576  VERT ORDER  -  SECOND    CLASS 0
 FE1576
 FE1576.The horizontal coordinates were scaled from a topographic map and have
 FE1576.an estimated accuracy of +/- 6 seconds.
 FE1576
 FE1576.The orthometric height was determined by differential leveling
 FE1576.and adjusted by the National Geodetic Survey in June 1991..
 FE1576
 FE1576.The geoid height was determined by GEOID03.
 FE1576
 FE1576.The dynamic height is computed by dividing the NAVD 88
 FE1576.geopotential number by the normal gravity value computed on the
 FE1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1576.degrees latitude (g = 980.6199 gals.).
 FE1576
 FE1576.The modeled gravity was interpolated from observed gravity values.
 FE1576
 FE1576;                    North         East    Units  Estimated Accuracy
 FE1576;SPC TN       -   165,840.      272,140.      MT  (+/- 180 meters Scaled)
 FE1576
 FE1576                          SUPERSEDED SURVEY CONTROL
 FE1576
 FE1576  NGVD 29 (??/??/??)   98.300  (m)          322.51   (f) ADJUSTED    2 0
 FE1576
 FE1576.Superseded values are not recommended for survey control.
 FE1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1576.See file dsdata.txt to determine how the superseded data were derived.
 FE1576
 FE1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625619(NAD 83)
 FE1576_MARKER: DB = BENCH MARK DISK
 FE1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1576+STABILITY: SURFACE MOTION
 FE1576
 FE1576  HISTORY     - Date     Condition        Report By
 FE1576  HISTORY     - 1935     MONUMENTED       CGS
 FE1576  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1576
 FE1576                          STATION DESCRIPTION
 FE1576
 FE1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1576'1.4 MI W FROM ARP.
 FE1576'1.4 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GENERAL STORE AT
 FE1576'ARP, LAUDERDALE COUNTY, 24 FEET NORTH OF THE CENTERLINE OF THE
 FE1576'HIGHWAY, AND AT THE SOUTHWEST CORNER OF THE N.E. WILLIAMS GARDEN
 FE1576'PLOT IN 1935.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0482 ***********************************************************************
 FF0482  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0482  DESIGNATION -  E 75
 FF0482  PID         -  FF0482
 FF0482  STATE/COUNTY-  TN/SHELBY
 FF0482  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0482
 FF0482                         *CURRENT SURVEY CONTROL
 FF0482  ___________________________________________________________________
 FF0482* NAD 83(1995)-  35 07 34.28506(N)    090 04 02.07058(W)     ADJUSTED  
 FF0482* NAVD 88     -        86.53   (meters)     283.9    (feet)  GPS OBS   
 FF0482  ___________________________________________________________________
 FF0482  X           -      -6,129.000 (meters)                     COMP
 FF0482  Y           -  -5,222,429.119 (meters)                     COMP
 FF0482  Z           -   3,649,360.071 (meters)                     COMP
 FF0482  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FF0482  ELLIP HEIGHT-          59.22  (meters)          (01/24/03) GPS OBS
 FF0482  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0482  DYNAMIC HT  -          86.46  (meters)     283.7   (feet)  COMP
 FF0482  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 FF0482
 FF0482  HORZ ORDER  -  FIRST
 FF0482  VERT ORDER  -  THIRD (See Below)
 FF0482  ELLP ORDER  -  SECOND    CLASS II
 FF0482
 FF0482.The horizontal coordinates were established by GPS observations
 FF0482.and adjusted by the National Geodetic Survey in January 2003..
 FF0482
 FF0482.The orthometric height was determined by GPS observations and a
 FF0482.high-resolution geoid model using precise GPS observation and
 FF0482.processing techniques. It supersedes the leveled height previously
 FF0482.determined for this station.
 FF0482.The vertical order pertains to the first NAVD 88 superseded value.
 FF0482
 FF0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0482
 FF0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0482
 FF0482.The ellipsoidal height was determined by GPS observations
 FF0482.and is referenced to NAD 83.
 FF0482
 FF0482.The geoid height was determined by GEOID03.
 FF0482
 FF0482.The dynamic height is computed by dividing the NAVD 88
 FF0482.geopotential number by the normal gravity value computed on the
 FF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0482.degrees latitude (g = 980.6199 gals.).
 FF0482
 FF0482.The modeled gravity was interpolated from observed gravity values.
 FF0482
 FF0482;                    North         East     Units Scale Factor Converg.
 FF0482;SPC TN       -    95,670.795   229,377.604   MT  1.00002416   -2 22 52.0
 FF0482;SPC TN       -   313,879.93    752,549.69   sFT  1.00002416   -2 22 52.0
 FF0482;UTM  15      - 3,890,974.682   767,247.282   MT  1.00048031   +1 41 18.4
 FF0482;UTM  16      - 3,891,344.339   220,494.012   MT  1.00056293   -1 45 57.5
 FF0482
 FF0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0482!SPC TN       -   0.99999070  x   1.00002416  =   1.00001486
 FF0482!UTM  15      -   0.99999070  x   1.00048031  =   1.00047101
 FF0482!UTM  16      -   0.99999070  x   1.00056293  =   1.00055363
 FF0482
 FF0482                          SUPERSEDED SURVEY CONTROL
 FF0482
 FF0482  NAVD 88 (06/15/91)   86.538  (m)          283.92   (f) ADJUSTED    1 1
 FF0482  NGVD 29 (??/??/??)   86.519  (m)          283.85   (f) ADJUSTED    1 1
 FF0482
 FF0482.Superseded values are not recommended for survey control.
 FF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0482.See file dsdata.txt to determine how the superseded data were derived.
 FF0482
 FF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6724790975(NAD 83)
 FF0482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0482_STAMPING: E 75 1956
 FF0482_MARK LOGO: CGS   
 FF0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0482+STABILITY: SURFACE MOTION
 FF0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0482+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 FF0482
 FF0482  HISTORY     - Date     Condition        Report By
 FF0482  HISTORY     - 1956     MONUMENTED       CGS
 FF0482  HISTORY     - 1974     GOOD             NGS
 FF0482  HISTORY     - 1976     GOOD             NGS
 FF0482  HISTORY     - 1990     GOOD             USPSQD
 FF0482  HISTORY     - 19950620 GOOD             TN1620
 FF0482  HISTORY     - 20001128 GOOD             USE
 FF0482  HISTORY     - 20011014 GOOD             3001
 FF0482
 FF0482                          STATION DESCRIPTION
 FF0482
 FF0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0482'AT MEMPHIS.
 FF0482'AT MEMPHIS, 0.2 MILE NORTH ALONG FLORIDA STREET FROM THE INTERSECTION
 FF0482'WITH CRUMP BOULEVARD, THENCE 0.3 MILE WEST ALONG ST. LOUIS-SAN
 FF0482'FRANCISCO-MISSOURI-PACIFIC RAILROAD, AT THE RIVERSIDE DRIVE UNDERPASS,
 FF0482'6.7 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY RAIL OF TRACKS, SET IN
 FF0482'THE TOP OF WEST CORNER OF THE SOUTHWEST END OF THE SOUTHEAST
 FF0482'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL AND CONCRETE BANNISTER
 FF0482'AND 2 FEET BELOW LEVEL OF THE RAILS.  NOTE-- ALSO, ABOUT 0.4 MILE
 FF0482'EAST OF THE SOUTHEAST END OF THE RAILROAD BRIDGE OVER THE MISSISSIPPI
 FF0482'RIVER.
 FF0482
 FF0482                          STATION RECOVERY (1976)
 FF0482
 FF0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0482'RECOVERED IN GOOD CONDITION.
 FF0482
 FF0482                          STATION RECOVERY (1990)
 FF0482
 FF0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0482'RECOVERED IN GOOD CONDITION.
 FF0482
 FF0482                          STATION RECOVERY (1995)
 FF0482
 FF0482'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0482'RECOVERED IN GOOD CONDITION.
 FF0482
 FF0482                          STATION RECOVERY (2000)
 FF0482
 FF0482'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0482'RECOVERED IN GOOD CONDITION.  DESCRIPTION CHANGE- MARK IS LOCATED ON
 FF0482'NW CORNER OF SW STEEL AND CONCRETE BANNISTER.
 FF0482
 FF0482                          STATION RECOVERY (2001)
 FF0482
 FF0482'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF0482'THE STATION IS LOCATED 3.0 MILES SOUTH OF EDMONDSON, AR.  6 MILES
 FF0482'SOUTH OF INTERSTATE 40.
 FF0482'6.2 MILES SOUTHWEST OF WEST MEMPHIS MUNICIPAL AIRPORT.
 FF0482' 
 FF0482'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND HWY
 FF0482'50, GO SOUTH ON
 FF0482'HWY 50 FOR 5.5 MILES TO CR 263 LEVEE ROAD.  TURN LEFT AND SOUTH ON
 FF0482'LEVEE ROAD FOR 0.6
 FF0482'MILES TO A GATE ON RIGHT AND RAMP TO LEVEE.  PROCEED THROUGH GATE UP
 FF0482'RAMP TO TOP OF
 FF0482'LEVEE AND THE STATION IS ON THE LEFT, JUST NORTH OF EAST GATE.
 FF0482' 
 FF0482'THE STATION IS AN ALUMINUM COE DISK SET ON A ROD, 12 FEET EAST OF
 FF0482'CENTERLINE OF GRAVEL
 FF0482'ROAD CROSSING LEVEE.  14 FEET NORTH OF CENTERLINE OF LEVEE AT GATE.  3
 FF0482'FEET WEST OF A
 FF0482'FENCE POST.  STATION IS STAMPED SP-17-2000.
 FF0482' 
 FF0482'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0434 ***********************************************************************
 FC0434  DESIGNATION -  E 77
 FC0434  PID         -  FC0434
 FC0434  STATE/COUNTY-  TN/MCMINN
 FC0434  USGS QUAD   -  RICEVILLE (1990)
 FC0434
 FC0434                         *CURRENT SURVEY CONTROL
 FC0434  ___________________________________________________________________
 FC0434* NAD 83(1986)-  35 26 12.     (N)    084 38 04.     (W)     SCALED    
 FC0434* NAVD 88     -       278.697  (meters)     914.36   (feet)  ADJUSTED  
 FC0434  ___________________________________________________________________
 FC0434  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0434  DYNAMIC HT  -         278.426 (meters)     913.47  (feet)  COMP
 FC0434  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC0434
 FC0434  VERT ORDER  -  FIRST     CLASS I
 FC0434
 FC0434.The horizontal coordinates were scaled from a topographic map and have
 FC0434.an estimated accuracy of +/- 6 seconds.
 FC0434
 FC0434.The orthometric height was determined by differential leveling
 FC0434.and adjusted by the National Geodetic Survey in June 1991..
 FC0434.WARNING-Repeat measurements at this control monument indicate possible
 FC0434.vertical movement.
 FC0434
 FC0434.The geoid height was determined by GEOID03.
 FC0434
 FC0434.The dynamic height is computed by dividing the NAVD 88
 FC0434.geopotential number by the normal gravity value computed on the
 FC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0434.degrees latitude (g = 980.6199 gals.).
 FC0434
 FC0434.The modeled gravity was interpolated from observed gravity values.
 FC0434
 FC0434;                    North         East    Units  Estimated Accuracy
 FC0434;SPC TN       -   123,280.      723,990.      MT  (+/- 180 meters Scaled)
 FC0434
 FC0434                          SUPERSEDED SURVEY CONTROL
 FC0434
 FC0434  NGVD 29 (??/??/92)  278.745  (m)          914.52   (f) ADJ UNCH    1 1
 FC0434
 FC0434.Superseded values are not recommended for survey control.
 FC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0434.See file dsdata.txt to determine how the superseded data were derived.
 FC0434
 FC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE147240(NAD 83)
 FC0434_MARKER: DB = BENCH MARK DISK
 FC0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0434_SP_SET: CULVERT
 FC0434_STAMPING: E 77 1934
 FC0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0434
 FC0434  HISTORY     - Date     Condition        Report By
 FC0434  HISTORY     - 1934     MONUMENTED       CGS
 FC0434  HISTORY     - 1968     GOOD             NGS
 FC0434
 FC0434                          STATION DESCRIPTION
 FC0434
 FC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0434'2.3 MI SW FROM ATHENS.
 FC0434'ABOUT 2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0434'STATION AT ATHENS, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 188,
 FC0434'25 FEET EAST OF THE CENTER OF A GRAVELED ROAD CROSSING, SET IN
 FC0434'THE TOP OF THE WEST END OF THE SOUTHEAST CONCRETE HEAD WALL
 FC0434'OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 7.6 FEET NORTH OF THE
 FC0434'NORTH RAIL, 9 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 FC0434'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE EAST END
 FC0434'OF THE HEAD WALL HAS BEEN BROKEN OFF, BUT THE WEST END IS STILL
 FC0434'INTACT AND APPEARS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1377 ***********************************************************************
 GB1377  DESIGNATION -  E 78
 GB1377  PID         -  GB1377
 GB1377  STATE/COUNTY-  TN/PICKETT
 GB1377  USGS QUAD   -  MOODYVILLE (1962)
 GB1377
 GB1377                         *CURRENT SURVEY CONTROL
 GB1377  ___________________________________________________________________
 GB1377* NAD 83(1986)-  36 37 14.     (N)    085 05 01.     (W)     SCALED    
 GB1377* NAVD 88     -       302.547  (meters)     992.61   (feet)  ADJUSTED  
 GB1377  ___________________________________________________________________
 GB1377  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB1377  DYNAMIC HT  -         302.284 (meters)     991.74  (feet)  COMP
 GB1377  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 GB1377
 GB1377  VERT ORDER  -  SECOND    CLASS 0
 GB1377
 GB1377.The horizontal coordinates were scaled from a topographic map and have
 GB1377.an estimated accuracy of +/- 6 seconds.
 GB1377
 GB1377.The orthometric height was determined by differential leveling
 GB1377.and adjusted by the National Geodetic Survey in June 1991..
 GB1377
 GB1377.The geoid height was determined by GEOID03.
 GB1377
 GB1377.The dynamic height is computed by dividing the NAVD 88
 GB1377.geopotential number by the normal gravity value computed on the
 GB1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1377.degrees latitude (g = 980.6199 gals.).
 GB1377
 GB1377.The modeled gravity was interpolated from observed gravity values.
 GB1377
 GB1377;                    North         East    Units  Estimated Accuracy
 GB1377;SPC TN       -   254,160.      681,980.      MT  (+/- 180 meters Scaled)
 GB1377
 GB1377                          SUPERSEDED SURVEY CONTROL
 GB1377
 GB1377  NGVD 29 (??/??/92)  302.672  (m)          993.02   (f) ADJ UNCH    2 0
 GB1377
 GB1377.Superseded values are not recommended for survey control.
 GB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1377.See file dsdata.txt to determine how the superseded data were derived.
 GB1377
 GB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF713544(NAD 83)
 GB1377_MARKER: DB = BENCH MARK DISK
 GB1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1377_STAMPING: E 78 1935
 GB1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1377+STABILITY: SURFACE MOTION
 GB1377
 GB1377  HISTORY     - Date     Condition        Report By
 GB1377  HISTORY     - 1935     MONUMENTED       CGS
 GB1377  HISTORY     - 1951     GOOD             NGS
 GB1377
 GB1377                          STATION DESCRIPTION
 GB1377
 GB1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1377'0.2 MI E FROM STATIC.
 GB1377'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1377'AT STATIC, AT A SMALL WHITE FRAME HOUSE, 27 FEET SOUTH OF CENTER
 GB1377'LINE OF HIGHWAY, 65 FEET EAST AND ACROSS A DRIVE SOUTH TO A BARN
 GB1377'FROM CONCRETE BLOCK GATE POST AND FENCE CORNER, 58 FEET EAST
 GB1377'OF CENTER LINE OF DRIVE SOUTH TO BARN, 92 FEET SOUTH AND ACROSS
 GB1377'HIGHWAY FROM SOUTHEAST CORNER OF HOUSE, 2 FEET NORTH OF A FENCE
 GB1377'LINE, ABOUT 1/2 FOOT BELOW HIGHWAY AND SET IN THE TOP OF A
 GB1377'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0236 ***********************************************************************
 GC0236  DESIGNATION -  E 79
 GC0236  PID         -  GC0236
 GC0236  STATE/COUNTY-  TN/DE KALB
 GC0236  USGS QUAD   -  ALEXANDRIA (1983)
 GC0236
 GC0236                         *CURRENT SURVEY CONTROL
 GC0236  ___________________________________________________________________
 GC0236* NAD 83(1986)-  36 04 39.     (N)    086 01 59.     (W)     SCALED    
 GC0236* NAVD 88     -       200.060  (meters)     656.36   (feet)  ADJUSTED  
 GC0236  ___________________________________________________________________
 GC0236  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0236  DYNAMIC HT  -         199.886 (meters)     655.79  (feet)  COMP
 GC0236  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GC0236
 GC0236  VERT ORDER  -  SECOND    CLASS 0
 GC0236
 GC0236.The horizontal coordinates were scaled from a topographic map and have
 GC0236.an estimated accuracy of +/- 6 seconds.
 GC0236
 GC0236.The orthometric height was determined by differential leveling
 GC0236.and adjusted by the National Geodetic Survey in June 1991..
 GC0236
 GC0236.The geoid height was determined by GEOID03.
 GC0236
 GC0236.The dynamic height is computed by dividing the NAVD 88
 GC0236.geopotential number by the normal gravity value computed on the
 GC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0236.degrees latitude (g = 980.6199 gals.).
 GC0236
 GC0236.The modeled gravity was interpolated from observed gravity values.
 GC0236
 GC0236;                    North         East    Units  Estimated Accuracy
 GC0236;SPC TN       -   193,520.      597,020.      MT  (+/- 180 meters Scaled)
 GC0236
 GC0236                          SUPERSEDED SURVEY CONTROL
 GC0236
 GC0236  NGVD 29 (??/??/92)  200.110  (m)          656.53   (f) ADJ UNCH    2 0
 GC0236
 GC0236.Superseded values are not recommended for survey control.
 GC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0236.See file dsdata.txt to determine how the superseded data were derived.
 GC0236
 GC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE870929(NAD 83)
 GC0236_MARKER: DB = BENCH MARK DISK
 GC0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0236_SP_SET: BUILDING
 GC0236_STAMPING: E 79 1935
 GC0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0236
 GC0236  HISTORY     - Date     Condition        Report By
 GC0236  HISTORY     - 1935     MONUMENTED       CGS
 GC0236
 GC0236                          STATION DESCRIPTION
 GC0236
 GC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0236'AT ALEXANDRIA.
 GC0236'AT ALEXANDRIA, DE KALB COUNTY, ON STATE HIGHWAY 26, AT THE POST
 GC0236'OFFICE, IN THE SOUTH WALL, 10 FEET EAST OF THE ENTRANCE, AND 3.4
 GC0236'FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED E
 GC0236'79 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1004 ***********************************************************************
 FC1004  DESIGNATION -  E 8
 FC1004  PID         -  FC1004
 FC1004  STATE/COUNTY-  TN/CUMBERLAND
 FC1004  USGS QUAD   -  PLEASANT HILL (1976)
 FC1004
 FC1004                         *CURRENT SURVEY CONTROL
 FC1004  ___________________________________________________________________
 FC1004* NAD 83(1986)-  35 58 35.     (N)    085 11 40.     (W)     SCALED    
 FC1004* NAVD 88     -       579.644  (meters)    1901.72   (feet)  ADJUSTED  
 FC1004  ___________________________________________________________________
 FC1004  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FC1004  DYNAMIC HT  -         579.104 (meters)    1899.94  (feet)  COMP
 FC1004  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC1004
 FC1004  VERT ORDER  -  SECOND    CLASS 0
 FC1004
 FC1004.The horizontal coordinates were scaled from a topographic map and have
 FC1004.an estimated accuracy of +/- 6 seconds.
 FC1004
 FC1004.The orthometric height was determined by differential leveling
 FC1004.and adjusted by the National Geodetic Survey in June 1991..
 FC1004
 FC1004.The geoid height was determined by GEOID03.
 FC1004
 FC1004.The dynamic height is computed by dividing the NAVD 88
 FC1004.geopotential number by the normal gravity value computed on the
 FC1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1004.degrees latitude (g = 980.6199 gals.).
 FC1004
 FC1004.The modeled gravity was interpolated from observed gravity values.
 FC1004
 FC1004;                    North         East    Units  Estimated Accuracy
 FC1004;SPC TN       -   182,600.      672,650.      MT  (+/- 180 meters Scaled)
 FC1004
 FC1004                          SUPERSEDED SURVEY CONTROL
 FC1004
 FC1004  NGVD 29 (??/??/92)  579.698  (m)         1901.89   (f) ADJ UNCH    2 0
 FC1004
 FC1004.Superseded values are not recommended for survey control.
 FC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1004.See file dsdata.txt to determine how the superseded data were derived.
 FC1004
 FC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE627828(NAD 83)
 FC1004_MARKER: DB = BENCH MARK DISK
 FC1004_SETTING: 66 = SET IN ROCK OUTCROP
 FC1004_SP_SET: ROCK LEDGE
 FC1004_STAMPING: 1902.063 E 8 1931
 FC1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1004+STABILITY: POSITION/ELEVATION WELL
 FC1004
 FC1004  HISTORY     - Date     Condition        Report By
 FC1004  HISTORY     - 1931     MONUMENTED       CGS
 FC1004  HISTORY     - 1934     GOOD             NGS
 FC1004
 FC1004                          STATION DESCRIPTION
 FC1004
 FC1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1004'AT PLEASANT HILL.
 FC1004'AT PLEASANT HILL, CUMBERLAND COUNTY, ON U.S. HIGHWAY 70 A, 720
 FC1004'FEET WEST OF THE POST OFFICE, 30 YARDS NORTH OF A FOOT BRIDGE
 FC1004'OVER A DEEP RAVINE, 87 FEET SOUTH OF THE CENTER OF THE EAST GATE
 FC1004'OF THE PLEASANT HILL ACADEMY GROUND, IN A ROCK LEDGE, 15 FEET
 FC1004'SOUTH OF A MAPLE TREE, AND 37 FEET SOUTH OF THE CENTERLINE OF THE
 FC1004'HIGHWAY.  A STANDARD DISK, STAMPED 1902.063 E 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1736 ***********************************************************************
 GB1736  DESIGNATION -  E 80
 GB1736  PID         -  GB1736
 GB1736  STATE/COUNTY-  TN/SMITH
 GB1736  USGS QUAD   -  GORDONSVILLE (1986)
 GB1736
 GB1736                         *CURRENT SURVEY CONTROL
 GB1736  ___________________________________________________________________
 GB1736* NAD 83(1986)-  36 08 22.     (N)    085 56 55.     (W)     SCALED    
 GB1736* NAVD 88     -       162.872  (meters)     534.36   (feet)  ADJUSTED  
 GB1736  ___________________________________________________________________
 GB1736  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1736  DYNAMIC HT  -         162.732 (meters)     533.90  (feet)  COMP
 GB1736  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GB1736
 GB1736  VERT ORDER  -  SECOND    CLASS 0
 GB1736
 GB1736.The horizontal coordinates were scaled from a topographic map and have
 GB1736.an estimated accuracy of +/- 6 seconds.
 GB1736
 GB1736.The orthometric height was determined by differential leveling
 GB1736.and adjusted by the National Geodetic Survey in June 1991..
 GB1736
 GB1736.The geoid height was determined by GEOID03.
 GB1736
 GB1736.The dynamic height is computed by dividing the NAVD 88
 GB1736.geopotential number by the normal gravity value computed on the
 GB1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1736.degrees latitude (g = 980.6199 gals.).
 GB1736
 GB1736.The modeled gravity was interpolated from observed gravity values.
 GB1736
 GB1736;                    North         East    Units  Estimated Accuracy
 GB1736;SPC TN       -   200,390.      604,630.      MT  (+/- 180 meters Scaled)
 GB1736
 GB1736                          SUPERSEDED SURVEY CONTROL
 GB1736
 GB1736  NGVD 29 (??/??/92)  162.937  (m)          534.57   (f) ADJ UNCH    2 0
 GB1736
 GB1736.Superseded values are not recommended for survey control.
 GB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1736.See file dsdata.txt to determine how the superseded data were derived.
 GB1736
 GB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE945999(NAD 83)
 GB1736_MARKER: DB = BENCH MARK DISK
 GB1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1736_STAMPING: E 80 1935
 GB1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1736+STABILITY: SURFACE MOTION
 GB1736
 GB1736  HISTORY     - Date     Condition        Report By
 GB1736  HISTORY     - 1935     MONUMENTED       CGS
 GB1736  HISTORY     - 1960     GOOD             NGS
 GB1736
 GB1736                          STATION DESCRIPTION
 GB1736
 GB1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1736'0.5 MI SW FROM HICKMAN.
 GB1736'FROM THE RAILROAD STATION IN HICKMAN, GO 0.5 MILES SOUTHWEST ON
 GB1736'THE TENNESSEE CENTRAL RAILROAD TO A PRIVATE ROAD CROSSING.  THE
 GB1736'BENCH MARK IS 36 FT. SOUTHWEST OF THE CENTER OF THE RAILROAD
 GB1736'AND THE PRIVATE ROAD CROSSING, 23.3 FT. SOUTH OF THE SOUTH RAIL,
 GB1736'21 FT. NORTHEAST OF A 36-INCH ELM TREE, 18 FT. NORTH OF A LOG
 GB1736'FENCE AND 1.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GB1736'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL
 GB1736'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1619 ***********************************************************************
 GB1619  DESIGNATION -  E 81
 GB1619  PID         -  GB1619
 GB1619  STATE/COUNTY-  TN/PUTNAM
 GB1619  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1619
 GB1619                         *CURRENT SURVEY CONTROL
 GB1619  ___________________________________________________________________
 GB1619* NAD 83(1986)-  36 11 41.     (N)    085 26 52.     (W)     SCALED    
 GB1619* NAVD 88     -       341.429  (meters)    1120.17   (feet)  ADJUSTED  
 GB1619  ___________________________________________________________________
 GB1619  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1619  DYNAMIC HT  -         341.124 (meters)    1119.17  (feet)  COMP
 GB1619  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 GB1619
 GB1619  VERT ORDER  -  SECOND    CLASS 0
 GB1619
 GB1619.The horizontal coordinates were scaled from a topographic map and have
 GB1619.an estimated accuracy of +/- 6 seconds.
 GB1619
 GB1619.The orthometric height was determined by differential leveling
 GB1619.and adjusted by the National Geodetic Survey in June 1991..
 GB1619
 GB1619.The geoid height was determined by GEOID03.
 GB1619
 GB1619.The dynamic height is computed by dividing the NAVD 88
 GB1619.geopotential number by the normal gravity value computed on the
 GB1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1619.degrees latitude (g = 980.6199 gals.).
 GB1619
 GB1619.The modeled gravity was interpolated from observed gravity values.
 GB1619
 GB1619;                    North         East    Units  Estimated Accuracy
 GB1619;SPC TN       -   206,660.      649,670.      MT  (+/- 180 meters Scaled)
 GB1619
 GB1619                          SUPERSEDED SURVEY CONTROL
 GB1619
 GB1619  NGVD 29 (??/??/92)  341.514  (m)         1120.45   (f) ADJ UNCH    2 0
 GB1619
 GB1619.Superseded values are not recommended for survey control.
 GB1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1619.See file dsdata.txt to determine how the superseded data were derived.
 GB1619
 GB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF395066(NAD 83)
 GB1619_MARKER: DB = BENCH MARK DISK
 GB1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1619_STAMPING: E 81 1935
 GB1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1619+STABILITY: SURFACE MOTION
 GB1619
 GB1619  HISTORY     - Date     Condition        Report By
 GB1619  HISTORY     - 1935     MONUMENTED       CGS
 GB1619  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1619
 GB1619                          STATION DESCRIPTION
 GB1619
 GB1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1619'AT ALGOOD.
 GB1619'AT ALGOOD, PUTNAM COUNTY, 29 YARDS SOUTH OF THE SOUTHWEST
 GB1619'CORNER OF THE TENNESSEE CENTRAL RAILWAY STATION, 31 FEET EAST OF
 GB1619'THE CENTERLINE OF THE GRAVEL DRIVE TO THE STATION, ABOUT 34
 GB1619'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 42, AND ABOUT 2.5
 GB1619'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 81
 GB1619'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1619
 GB1619                          STATION RECOVERY (2006)
 GB1619
 GB1619'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1982 ***********************************************************************
 GB1982  DESIGNATION -  E 82
 GB1982  PID         -  GB1982
 GB1982  STATE/COUNTY-  TN/CLAY
 GB1982  USGS QUAD   -  CELINA (1981)
 GB1982
 GB1982                         *CURRENT SURVEY CONTROL
 GB1982  ___________________________________________________________________
 GB1982* NAD 83(1986)-  36 35 34.     (N)    085 35 48.     (W)     SCALED    
 GB1982* NAVD 88     -       317.444  (meters)    1041.48   (feet)  ADJUSTED  
 GB1982  ___________________________________________________________________
 GB1982  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB1982  DYNAMIC HT  -         317.174 (meters)    1040.60  (feet)  COMP
 GB1982  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GB1982
 GB1982  VERT ORDER  -  SECOND    CLASS 0
 GB1982
 GB1982.The horizontal coordinates were scaled from a topographic map and have
 GB1982.an estimated accuracy of +/- 6 seconds.
 GB1982
 GB1982.The orthometric height was determined by differential leveling
 GB1982.and adjusted by the National Geodetic Survey in June 1991..
 GB1982
 GB1982.The geoid height was determined by GEOID03.
 GB1982
 GB1982.The dynamic height is computed by dividing the NAVD 88
 GB1982.geopotential number by the normal gravity value computed on the
 GB1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1982.degrees latitude (g = 980.6199 gals.).
 GB1982
 GB1982.The modeled gravity was interpolated from observed gravity values.
 GB1982
 GB1982;                    North         East    Units  Estimated Accuracy
 GB1982;SPC TN       -   250,770.      636,090.      MT  (+/- 180 meters Scaled)
 GB1982
 GB1982                          SUPERSEDED SURVEY CONTROL
 GB1982
 GB1982  NGVD 29 (??/??/92)  317.557  (m)         1041.85   (f) ADJ UNCH    2 0
 GB1982
 GB1982.Superseded values are not recommended for survey control.
 GB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1982.See file dsdata.txt to determine how the superseded data were derived.
 GB1982
 GB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF255506(NAD 83)
 GB1982_MARKER: DB = BENCH MARK DISK
 GB1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1982_STAMPING: E 82 1935
 GB1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1982+STABILITY: SURFACE MOTION
 GB1982
 GB1982  HISTORY     - Date     Condition        Report By
 GB1982  HISTORY     - 1935     MONUMENTED       CGS
 GB1982
 GB1982                          STATION DESCRIPTION
 GB1982
 GB1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1982'1.4 MI E FROM MOSS.
 GB1982'1.4 MILES EAST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1982'110 YARDS SOUTHWEST OF A FARMHOUSE, 31 FEET SOUTH OF THE
 GB1982'CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTH OF A FENCE, AND ABOUT 1
 GB1982'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 82 1935
 GB1982'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0225 ***********************************************************************
 GC0225  DESIGNATION -  E 83
 GC0225  PID         -  GC0225
 GC0225  STATE/COUNTY-  TN/TROUSDALE
 GC0225  USGS QUAD   -  HARTSVILLE (1994)
 GC0225
 GC0225                         *CURRENT SURVEY CONTROL
 GC0225  ___________________________________________________________________
 GC0225* NAD 83(1986)-  36 23 22.     (N)    086 08 12.     (W)     SCALED    
 GC0225* NAVD 88     -       175.648  (meters)     576.27   (feet)  ADJUSTED  
 GC0225  ___________________________________________________________________
 GC0225  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0225  DYNAMIC HT  -         175.504 (meters)     575.80  (feet)  COMP
 GC0225  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 GC0225
 GC0225  VERT ORDER  -  SECOND    CLASS 0
 GC0225
 GC0225.The horizontal coordinates were scaled from a topographic map and have
 GC0225.an estimated accuracy of +/- 6 seconds.
 GC0225
 GC0225.The orthometric height was determined by differential leveling
 GC0225.and adjusted by the National Geodetic Survey in June 1991..
 GC0225
 GC0225.The geoid height was determined by GEOID03.
 GC0225
 GC0225.The dynamic height is computed by dividing the NAVD 88
 GC0225.geopotential number by the normal gravity value computed on the
 GC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0225.degrees latitude (g = 980.6199 gals.).
 GC0225
 GC0225.The modeled gravity was interpolated from observed gravity values.
 GC0225
 GC0225;                    North         East    Units  Estimated Accuracy
 GC0225;SPC TN       -   228,140.      587,740.      MT  (+/- 180 meters Scaled)
 GC0225
 GC0225                          SUPERSEDED SURVEY CONTROL
 GC0225
 GC0225  NGVD 29 (??/??/92)  175.724  (m)          576.52   (f) ADJ UNCH    2 0
 GC0225
 GC0225.Superseded values are not recommended for survey control.
 GC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0225.See file dsdata.txt to determine how the superseded data were derived.
 GC0225
 GC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF774274(NAD 83)
 GC0225_MARKER: DB = BENCH MARK DISK
 GC0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0225_STAMPING: E 83 1935
 GC0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0225+STABILITY: SURFACE MOTION
 GC0225
 GC0225  HISTORY     - Date     Condition        Report By
 GC0225  HISTORY     - 1935     MONUMENTED       CGS
 GC0225  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0225
 GC0225                          STATION DESCRIPTION
 GC0225
 GC0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0225'1.9 MI E FROM HARTSVILLE.
 GC0225'1.9 MILES EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0225'HARTSVILLE, TROUSDALE COUNTY, 311 YARDS NORTH OF THE
 GC0225'INTERSECTION OF STATE HIGHWAY 25, 29 FEET EAST OF THE CENTERLINE
 GC0225'OF STATE HIGHWAY 10, 1 FOOT SOUTH OF A FENCE, AND 3.5 FEET
 GC0225'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 83 1935 AND
 GC0225'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1796 ***********************************************************************
 GB1796  DESIGNATION -  E 84
 GB1796  PID         -  GB1796
 GB1796  STATE/COUNTY-  TN/PUTNAM
 GB1796  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1796
 GB1796                         *CURRENT SURVEY CONTROL
 GB1796  ___________________________________________________________________
 GB1796* NAD 83(1986)-  36 10 01.     (N)    085 35 46.     (W)     SCALED    
 GB1796* NAVD 88     -       302.983  (meters)     994.04   (feet)  ADJUSTED  
 GB1796  ___________________________________________________________________
 GB1796  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1796  DYNAMIC HT  -         302.712 (meters)     993.15  (feet)  COMP
 GB1796  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GB1796
 GB1796  VERT ORDER  -  SECOND    CLASS 0
 GB1796
 GB1796.The horizontal coordinates were scaled from a topographic map and have
 GB1796.an estimated accuracy of +/- 6 seconds.
 GB1796
 GB1796.The orthometric height was determined by differential leveling
 GB1796.and adjusted by the National Geodetic Survey in June 1991..
 GB1796
 GB1796.The geoid height was determined by GEOID03.
 GB1796
 GB1796.The dynamic height is computed by dividing the NAVD 88
 GB1796.geopotential number by the normal gravity value computed on the
 GB1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1796.degrees latitude (g = 980.6199 gals.).
 GB1796
 GB1796.The modeled gravity was interpolated from observed gravity values.
 GB1796
 GB1796;                    North         East    Units  Estimated Accuracy
 GB1796;SPC TN       -   203,510.      636,340.      MT  (+/- 180 meters Scaled)
 GB1796
 GB1796                          SUPERSEDED SURVEY CONTROL
 GB1796
 GB1796  NGVD 29 (??/??/92)  303.056  (m)          994.28   (f) ADJ UNCH    2 0
 GB1796
 GB1796.Superseded values are not recommended for survey control.
 GB1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1796.See file dsdata.txt to determine how the superseded data were derived.
 GB1796
 GB1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF262033(NAD 83)
 GB1796_MARKER: DB = BENCH MARK DISK
 GB1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1796_STAMPING: E 84 1935
 GB1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1796+STABILITY: SURFACE MOTION
 GB1796
 GB1796  HISTORY     - Date     Condition        Report By
 GB1796  HISTORY     - 1935     MONUMENTED       CGS
 GB1796  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB1796
 GB1796                          STATION DESCRIPTION
 GB1796
 GB1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1796'AT DOUBLE SPRINGS.
 GB1796'AT DOUBLE SPRINGS, PUTNAM COUNTY, 27 YARDS SOUTHEAST OF THE
 GB1796'SOUTHEAST CORNER OF THE TENNESSEE CENTRAL RAILWAY STATION, 23
 GB1796'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 38 FEET SOUTH OF THE
 GB1796'SOUTH RAIL, 4 FEET NORTHEAST OF A FENCE CORNER, AND 5 FEET
 GB1796'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 84 1935
 GB1796'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0160 ***********************************************************************
 GC0160  DESIGNATION -  E 85
 GC0160  PID         -  GC0160
 GC0160  STATE/COUNTY-  TN/WILSON
 GC0160  USGS QUAD   -  MARTHA (1975)
 GC0160
 GC0160                         *CURRENT SURVEY CONTROL
 GC0160  ___________________________________________________________________
 GC0160* NAD 83(1986)-  36 14 06.     (N)    086 25 15.     (W)     SCALED    
 GC0160* NAVD 88     -       156.772  (meters)     514.34   (feet)  ADJUSTED  
 GC0160  ___________________________________________________________________
 GC0160  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0160  DYNAMIC HT  -         156.640 (meters)     513.91  (feet)  COMP
 GC0160  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 GC0160
 GC0160  VERT ORDER  -  SECOND    CLASS 0
 GC0160
 GC0160.The horizontal coordinates were scaled from a topographic map and have
 GC0160.an estimated accuracy of +/- 6 seconds.
 GC0160
 GC0160.The orthometric height was determined by differential leveling
 GC0160.and adjusted by the National Geodetic Survey in June 1991..
 GC0160
 GC0160.The geoid height was determined by GEOID03.
 GC0160
 GC0160.The dynamic height is computed by dividing the NAVD 88
 GC0160.geopotential number by the normal gravity value computed on the
 GC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0160.degrees latitude (g = 980.6199 gals.).
 GC0160
 GC0160.The modeled gravity was interpolated from observed gravity values.
 GC0160
 GC0160;                    North         East    Units  Estimated Accuracy
 GC0160;SPC TN       -   211,070.      562,170.      MT  (+/- 180 meters Scaled)
 GC0160
 GC0160                          SUPERSEDED SURVEY CONTROL
 GC0160
 GC0160  NGVD 29 (??/??/92)  156.829  (m)          514.53   (f) ADJ UNCH    2 0
 GC0160
 GC0160.Superseded values are not recommended for survey control.
 GC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0160.See file dsdata.txt to determine how the superseded data were derived.
 GC0160
 GC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF520101(NAD 83)
 GC0160_MARKER: DB = BENCH MARK DISK
 GC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0160_STAMPING: E 85 1935
 GC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0160+STABILITY: SURFACE MOTION
 GC0160
 GC0160  HISTORY     - Date     Condition        Report By
 GC0160  HISTORY     - 1935     MONUMENTED       CGS
 GC0160  HISTORY     - 1944     GOOD             NGS
 GC0160
 GC0160                          STATION DESCRIPTION
 GC0160
 GC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GC0160'0.4 MI NE FROM MARTHA.
 GC0160'0.4 MILE NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0160'STATION AT MARTHA, WILSON COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST
 GC0160'24, AT THE CROSSING OF U.S. HIGHWAY 70, 30 FEET SOUTHEAST OF
 GC0160'THE CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE EAST RAIL,
 GC0160'AND 3 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 GC0160'STAMPED E 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0144 ***********************************************************************
 GC0144  DESIGNATION -  E 86
 GC0144  PID         -  GC0144
 GC0144  STATE/COUNTY-  TN/SUMNER
 GC0144  USGS QUAD   -  BETHPAGE (1994)
 GC0144
 GC0144                         *CURRENT SURVEY CONTROL
 GC0144  ___________________________________________________________________
 GC0144* NAD 83(1986)-  36 28 30.     (N)    086 18 48.     (W)     SCALED    
 GC0144* NAVD 88     -       161.072  (meters)     528.45   (feet)  POSTED    
 GC0144  ___________________________________________________________________
 GC0144  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0144  DYNAMIC HT  -         160.940 (meters)     528.02  (feet)  COMP
 GC0144  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GC0144
 GC0144  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0144
 GC0144.The horizontal coordinates were scaled from a topographic map and have
 GC0144.an estimated accuracy of +/- 6 seconds.
 GC0144
 GC0144.The orthometric height was determined by differential leveling
 GC0144.and adjusted by the National Geodetic Survey in 1992..
 GC0144.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0144.rate of 2.1 thru 3.0 mm/km.
 GC0144
 GC0144.The geoid height was determined by GEOID03.
 GC0144
 GC0144.The dynamic height is computed by dividing the NAVD 88
 GC0144.geopotential number by the normal gravity value computed on the
 GC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0144.degrees latitude (g = 980.6199 gals.).
 GC0144
 GC0144.The modeled gravity was interpolated from observed gravity values.
 GC0144
 GC0144;                    North         East    Units  Estimated Accuracy
 GC0144;SPC TN       -   237,670.      571,920.      MT  (+/- 180 meters Scaled)
 GC0144
 GC0144                          SUPERSEDED SURVEY CONTROL
 GC0144
 GC0144  NGVD 29 (??/??/92)  161.194  (m)          528.85   (f) ADJ UNCH    2 0
 GC0144
 GC0144.Superseded values are not recommended for survey control.
 GC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0144.See file dsdata.txt to determine how the superseded data were derived.
 GC0144
 GC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF615368(NAD 83)
 GC0144_MARKER: DB = BENCH MARK DISK
 GC0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0144_STAMPING: E 86 1935
 GC0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0144+STABILITY: SURFACE MOTION
 GC0144
 GC0144  HISTORY     - Date     Condition        Report By
 GC0144  HISTORY     - 1935     MONUMENTED       CGS
 GC0144  HISTORY     - 1952     MARK NOT FOUND   NGS
 GC0144  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0144
 GC0144                          STATION DESCRIPTION
 GC0144
 GC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0144'AT BETHPAGE.
 GC0144'AT BETHPAGE, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0144'RAILROAD, NEAR THE SITE OF THE FORMER STATION, 31 FEET WEST OF
 GC0144'THE CENTERLINE OF THE DIRT ROAD, 17.3 FEET EAST OF THE EAST
 GC0144'RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED E 86
 GC0144'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PRESUMED TO
 GC0144'HAVE BEEN REMOVED WHEN THE STATION WAS DEMOLISHED.
 GC0144
 GC0144                          STATION RECOVERY (1961)
 GC0144
 GC0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0431 ***********************************************************************
 GC0431  DESIGNATION -  E 87
 GC0431  PID         -  GC0431
 GC0431  STATE/COUNTY-  TN/DAVIDSON
 GC0431  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0431
 GC0431                         *CURRENT SURVEY CONTROL
 GC0431  ___________________________________________________________________
 GC0431* NAD 83(1986)-  36 21 17.     (N)    086 43 45.     (W)     SCALED    
 GC0431* NAVD 88     -       161.434  (meters)     529.64   (feet)  ADJUSTED  
 GC0431  ___________________________________________________________________
 GC0431  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0431  DYNAMIC HT  -         161.296 (meters)     529.19  (feet)  COMP
 GC0431  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GC0431
 GC0431  VERT ORDER  -  SECOND    CLASS 0
 GC0431
 GC0431.The horizontal coordinates were scaled from a topographic map and have
 GC0431.an estimated accuracy of +/- 6 seconds.
 GC0431
 GC0431.The orthometric height was determined by differential leveling
 GC0431.and adjusted by the National Geodetic Survey in June 1991..
 GC0431
 GC0431.The geoid height was determined by GEOID03.
 GC0431
 GC0431.The dynamic height is computed by dividing the NAVD 88
 GC0431.geopotential number by the normal gravity value computed on the
 GC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0431.degrees latitude (g = 980.6199 gals.).
 GC0431
 GC0431.The modeled gravity was interpolated from observed gravity values.
 GC0431
 GC0431;                    North         East    Units  Estimated Accuracy
 GC0431;SPC TN       -   224,520.      534,550.      MT  (+/- 180 meters Scaled)
 GC0431
 GC0431                          SUPERSEDED SURVEY CONTROL
 GC0431
 GC0431  NGVD 29 (??/??/92)  161.484  (m)          529.80   (f) ADJ UNCH    2 0
 GC0431
 GC0431.Superseded values are not recommended for survey control.
 GC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0431.See file dsdata.txt to determine how the superseded data were derived.
 GC0431
 GC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF243233(NAD 83)
 GC0431_MARKER: DB = BENCH MARK DISK
 GC0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0431_STAMPING: E 87 1935
 GC0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0431+STABILITY: SURFACE MOTION
 GC0431
 GC0431  HISTORY     - Date     Condition        Report By
 GC0431  HISTORY     - 1935     MONUMENTED       CGS
 GC0431  HISTORY     - 1960     GOOD             NGS
 GC0431
 GC0431                          STATION DESCRIPTION
 GC0431
 GC0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0431'2.3 MI NW FROM GOODLETTSVILLE.
 GC0431'2.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0431'FROM THE STATION AT GOODLETTSVILLE, DAVIDSON COUNTY, 45.5 FEET
 GC0431'WEST OF THE WEST RAIL, 17 FEET SOUTH OF THE CENTERLINE OF A
 GC0431'LANE ON THE FARM OF MARSHALL DRAPER, 2.4 FEET EAST OF THE
 GC0431'RIGHT-OF-WAY FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.
 GC0431'A STANDARD DISK, STAMPED E 87 1935 AND SET IN THE TOP OF A
 GC0431'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1016 ***********************************************************************
 GC1016  DESIGNATION -  E 88
 GC1016  PID         -  GC1016
 GC1016  STATE/COUNTY-  TN/SUMNER
 GC1016  USGS QUAD   -  PORTLAND (1981)
 GC1016
 GC1016                         *CURRENT SURVEY CONTROL
 GC1016  ___________________________________________________________________
 GC1016* NAD 83(1986)-  36 36 16.     (N)    086 31 43.     (W)     SCALED    
 GC1016* NAVD 88     -       241.631  (meters)     792.75   (feet)  ADJUSTED  
 GC1016  ___________________________________________________________________
 GC1016  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GC1016  DYNAMIC HT  -         241.430 (meters)     792.09  (feet)  COMP
 GC1016  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GC1016
 GC1016  VERT ORDER  -  SECOND    CLASS 0
 GC1016
 GC1016.The horizontal coordinates were scaled from a topographic map and have
 GC1016.an estimated accuracy of +/- 6 seconds.
 GC1016
 GC1016.The orthometric height was determined by differential leveling
 GC1016.and adjusted by the National Geodetic Survey in June 1991..
 GC1016
 GC1016.The geoid height was determined by GEOID03.
 GC1016
 GC1016.The dynamic height is computed by dividing the NAVD 88
 GC1016.geopotential number by the normal gravity value computed on the
 GC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1016.degrees latitude (g = 980.6199 gals.).
 GC1016
 GC1016.The modeled gravity was interpolated from observed gravity values.
 GC1016
 GC1016;                    North         East    Units  Estimated Accuracy
 GC1016;SPC TN       -   252,110.      552,700.      MT  (+/- 180 meters Scaled)
 GC1016
 GC1016                          SUPERSEDED SURVEY CONTROL
 GC1016
 GC1016  NGVD 29 (??/??/92)  241.720  (m)          793.04   (f) ADJ UNCH    2 0
 GC1016
 GC1016.Superseded values are not recommended for survey control.
 GC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1016.See file dsdata.txt to determine how the superseded data were derived.
 GC1016
 GC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF421510(NAD 83)
 GC1016_MARKER: DB = BENCH MARK DISK
 GC1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1016_STAMPING: E 88 1935
 GC1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1016+STABILITY: SURFACE MOTION
 GC1016
 GC1016  HISTORY     - Date     Condition        Report By
 GC1016  HISTORY     - 1935     MONUMENTED       CGS
 GC1016  HISTORY     - 1959     GOOD             NGS
 GC1016
 GC1016                          STATION DESCRIPTION
 GC1016
 GC1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1016'1.8 MI N FROM PORTLAND.
 GC1016'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1016'FROM THE STATION AT PORTLAND, SUMNER COUNTY, 410 YARDS NORTH
 GC1016'OF SEMAPHORE 2432, AT A DIRT-ROAD CROSSING, 40 FEET NORTH OF
 GC1016'THE CENTERLINE OF THE DIRT ROAD, 29 FEET WEST OF THE WEST RAIL,
 GC1016'2 FEET EAST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A
 GC1016'STANDARD DISK, STAMPED E 88 1935 AND SET IN THE TOP OF A CONCRETE
 GC1016'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1627 ***********************************************************************
 FE1627  DESIGNATION -  E 89
 FE1627  PID         -  FE1627
 FE1627  STATE/COUNTY-  TN/LAUDERDALE
 FE1627  USGS QUAD   -  GOLDDUST (1983)
 FE1627
 FE1627                         *CURRENT SURVEY CONTROL
 FE1627  ___________________________________________________________________
 FE1627* NAD 83(1986)-  35 39 27.     (N)    089 45 55.     (W)     SCALED    
 FE1627* NAVD 88     -       105.534  (meters)     346.24   (feet)  ADJUSTED  
 FE1627  ___________________________________________________________________
 FE1627  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1627  DYNAMIC HT  -         105.445 (meters)     345.95  (feet)  COMP
 FE1627  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 FE1627
 FE1627  VERT ORDER  -  FIRST     CLASS II
 FE1627
 FE1627.The horizontal coordinates were scaled from a topographic map and have
 FE1627.an estimated accuracy of +/- 6 seconds.
 FE1627
 FE1627.The orthometric height was determined by differential leveling
 FE1627.and adjusted by the National Geodetic Survey in June 1991..
 FE1627
 FE1627.The geoid height was determined by GEOID03.
 FE1627
 FE1627.The dynamic height is computed by dividing the NAVD 88
 FE1627.geopotential number by the normal gravity value computed on the
 FE1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1627.degrees latitude (g = 980.6199 gals.).
 FE1627
 FE1627.The modeled gravity was interpolated from observed gravity values.
 FE1627
 FE1627;                    North         East    Units  Estimated Accuracy
 FE1627;SPC TN       -   153,470.      259,150.      MT  (+/- 180 meters Scaled)
 FE1627
 FE1627                          SUPERSEDED SURVEY CONTROL
 FE1627
 FE1627  NGVD 29 (??/??/??)  105.498  (m)          346.12   (f) ADJUSTED    1 2
 FE1627
 FE1627.Superseded values are not recommended for survey control.
 FE1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1627.See file dsdata.txt to determine how the superseded data were derived.
 FE1627
 FE1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE496494(NAD 83)
 FE1627_MARKER: DB = BENCH MARK DISK
 FE1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1627_STAMPING: E 89 1957
 FE1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1627+STABILITY: SURFACE MOTION
 FE1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1627+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1627
 FE1627  HISTORY     - Date     Condition        Report By
 FE1627  HISTORY     - 1957     MONUMENTED       CGS
 FE1627  HISTORY     - 20020807 GOOD             USACE
 FE1627
 FE1627                          STATION DESCRIPTION
 FE1627
 FE1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1627'3.5 MI SW FROM CHERRY.
 FE1627'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1627'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 1.0 MILE
 FE1627'SOUTHWEST OF THE FORT PILLOW STATE PRISON FARM COMMISARY, 28
 FE1627'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHEAST
 FE1627'AND ACROSS THE HIGHWAY FROM A POWER LINE POLE (FIRST POLE EAST
 FE1627'OF TOP OF A GRADE DECENDING NORTHEAST), 51 FEET NORTHWEST AND
 FE1627'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A WHITE BOARD
 FE1627'FENCE, 28 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE BOARD
 FE1627'FENCE AT THE SOUTHEAST CORNER OF WOODED AREA NORTH OF THE
 FE1627'HIGHWAY, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2
 FE1627'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1627'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1627
 FE1627                          STATION RECOVERY (2002)
 FE1627
 FE1627'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1627'HWY 87A IS NOW HWY 371.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0494 ***********************************************************************
 FD0494  DESIGNATION -  E 9
 FD0494  PID         -  FD0494
 FD0494  STATE/COUNTY-  TN/WILLIAMSON
 FD0494  USGS QUAD   -  SPRING HILL (1979)
 FD0494
 FD0494                         *CURRENT SURVEY CONTROL
 FD0494  ___________________________________________________________________
 FD0494* NAD 83(1986)-  35 48 00.     (N)    086 54 44.     (W)     SCALED    
 FD0494* NAVD 88     -       245.113  (meters)     804.17   (feet)  ADJUSTED  
 FD0494  ___________________________________________________________________
 FD0494  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0494  DYNAMIC HT  -         244.897 (meters)     803.47  (feet)  COMP
 FD0494  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0494
 FD0494  VERT ORDER  -  FIRST     CLASS II
 FD0494
 FD0494.The horizontal coordinates were scaled from a topographic map and have
 FD0494.an estimated accuracy of +/- 6 seconds.
 FD0494
 FD0494.The orthometric height was determined by differential leveling
 FD0494.and adjusted by the National Geodetic Survey in June 1991..
 FD0494
 FD0494.The geoid height was determined by GEOID03.
 FD0494
 FD0494.The dynamic height is computed by dividing the NAVD 88
 FD0494.geopotential number by the normal gravity value computed on the
 FD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0494.degrees latitude (g = 980.6199 gals.).
 FD0494
 FD0494.The modeled gravity was interpolated from observed gravity values.
 FD0494
 FD0494;                    North         East    Units  Estimated Accuracy
 FD0494;SPC TN       -   163,110.      517,550.      MT  (+/- 180 meters Scaled)
 FD0494
 FD0494                          SUPERSEDED SURVEY CONTROL
 FD0494
 FD0494  NGVD 29 (??/??/92)  245.079  (m)          804.06   (f) ADJ UNCH    1 2
 FD0494
 FD0494.Superseded values are not recommended for survey control.
 FD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0494.See file dsdata.txt to determine how the superseded data were derived.
 FD0494
 FD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE079617(NAD 83)
 FD0494_MARKER: DB = BENCH MARK DISK
 FD0494_SETTING: 66 = SET IN ROCK OUTCROP
 FD0494_SP_SET: ROCK LEDGE
 FD0494_STAMPING: 804.316 E 9 1931
 FD0494_MARK LOGO: CGS   
 FD0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0494+STABILITY: POSITION/ELEVATION WELL
 FD0494
 FD0494  HISTORY     - Date     Condition        Report By
 FD0494  HISTORY     - 1931     MONUMENTED       CGS
 FD0494  HISTORY     - 1960     GOOD             NGS
 FD0494  HISTORY     - 1984     GOOD             NGS
 FD0494
 FD0494                          STATION DESCRIPTION
 FD0494
 FD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0494'AT THOMPSONS.
 FD0494'THIS BENCH MARK IS AT THOMPSONS, 9 RAILS WEST OF THE PAVED ROAD
 FD0494'CROSSING ON THE L. AND N. RAILROAD, 34 FT. WEST OF A POINT OF A
 FD0494'SWITCH, 27 FT. SOUTH OF THE SOUTH RAIL, THE DISK IS CEMENTED IN
 FD0494'A DRILL HOLE IN THE FACE OF A ROCK LEDGE ABOUT 3 FT. HIGHER THAN
 FD0494'THE TRACK AND SET VERTICALLY.
 FD0494
 FD0494                          STATION RECOVERY (1984)
 FD0494
 FD0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0358 ***********************************************************************
 FF0358  DESIGNATION -  E 90
 FF0358  PID         -  FF0358
 FF0358  STATE/COUNTY-  TN/SHELBY
 FF0358  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0358
 FF0358                         *CURRENT SURVEY CONTROL
 FF0358  ___________________________________________________________________
 FF0358* NAD 83(1986)-  35 13 01.     (N)    090 01 22.     (W)     SCALED    
 FF0358* NAVD 88     -        81.039  (meters)     265.88   (feet)  POSTED    
 FF0358  ___________________________________________________________________
 FF0358  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0358  DYNAMIC HT  -          80.970 (meters)     265.65  (feet)  COMP
 FF0358  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FF0358
 FF0358  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0358
 FF0358.The horizontal coordinates were scaled from a topographic map and have
 FF0358.an estimated accuracy of +/- 6 seconds.
 FF0358
 FF0358.The orthometric height was determined by differential leveling
 FF0358.and adjusted by the National Geodetic Survey in 1992..
 FF0358.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0358.rate of 1.1 thru 2.0 mm/km.
 FF0358
 FF0358.The geoid height was determined by GEOID03.
 FF0358
 FF0358.The dynamic height is computed by dividing the NAVD 88
 FF0358.geopotential number by the normal gravity value computed on the
 FF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0358.degrees latitude (g = 980.6199 gals.).
 FF0358
 FF0358.The modeled gravity was interpolated from observed gravity values.
 FF0358
 FF0358;                    North         East    Units  Estimated Accuracy
 FF0358;SPC TN       -   105,560.      233,840.      MT  (+/- 180 meters Scaled)
 FF0358
 FF0358                          SUPERSEDED SURVEY CONTROL
 FF0358
 FF0358  NGVD 29 (??/??/??)   81.001  (m)          265.75   (f) ADJUSTED    2 0
 FF0358
 FF0358.Superseded values are not recommended for survey control.
 FF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0358.See file dsdata.txt to determine how the superseded data were derived.
 FF0358
 FF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV709011(NAD 83)
 FF0358_MARKER: DB = BENCH MARK DISK
 FF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0358_STAMPING: E 90 1957
 FF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0358+STABILITY: SURFACE MOTION
 FF0358
 FF0358  HISTORY     - Date     Condition        Report By
 FF0358  HISTORY     - 1957     MONUMENTED       CGS
 FF0358
 FF0358                          STATION DESCRIPTION
 FF0358
 FF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0358'1 MI NE FROM FRAYSER.
 FF0358'0.95 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0358'OVERPASS OF U.S. HIGHWAY 51 OVER TRACK AT FRAYSER, ABOUT 0.4 MILE
 FF0358'SOUTHWEST OF MILEPOST 385, 85 FEET WEST-NORTHWEST OF THE
 FF0358'WEST-NORTHWEST RAIL, 52 FEET NORTH OF A TELEPHONE POLE, 49 FEET
 FF0358'SOUTH-SOUTHWEST OF A 12-INCH GUM TREE, 33 FEET SOUTHEAST OF THE
 FF0358'CENTER LINE OF A DRIVEWAY, 18 FEET SOUTHEAST OF THE SOUTHEAST ONE
 FF0358'OF FOUR SMALL CEDAR TREES, 13 FEET EAST OF THE NORTHEAST END OF
 FF0358'RAILROAD ROAD BLOCK AT THE EAST END OF ARCHER ROAD, 2 FEET
 FF0358'SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE
 FF0358'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0358'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0303 ***********************************************************************
 FF0303  DESIGNATION -  E 91
 FF0303  PID         -  FF0303
 FF0303  STATE/COUNTY-  TN/SHELBY
 FF0303  USGS QUAD   -  LOCKE (1970)
 FF0303
 FF0303                         *CURRENT SURVEY CONTROL
 FF0303  ___________________________________________________________________
 FF0303* NAD 83(1986)-  35 15 25.     (N)    090 03 19.     (W)     SCALED    
 FF0303* NAVD 88     -        90.479  (meters)     296.85   (feet)  ADJUSTED  
 FF0303  ___________________________________________________________________
 FF0303  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0303  DYNAMIC HT  -          90.399 (meters)     296.58  (feet)  COMP
 FF0303  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0303
 FF0303  VERT ORDER  -  FIRST     CLASS II
 FF0303
 FF0303.The horizontal coordinates were scaled from a topographic map and have
 FF0303.an estimated accuracy of +/- 6 seconds.
 FF0303
 FF0303.The orthometric height was determined by differential leveling
 FF0303.and adjusted by the National Geodetic Survey in June 1991..
 FF0303
 FF0303.The geoid height was determined by GEOID03.
 FF0303
 FF0303.The dynamic height is computed by dividing the NAVD 88
 FF0303.geopotential number by the normal gravity value computed on the
 FF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0303.degrees latitude (g = 980.6199 gals.).
 FF0303
 FF0303.The modeled gravity was interpolated from observed gravity values.
 FF0303
 FF0303;                    North         East    Units  Estimated Accuracy
 FF0303;SPC TN       -   110,120.      231,070.      MT  (+/- 180 meters Scaled)
 FF0303
 FF0303                          SUPERSEDED SURVEY CONTROL
 FF0303
 FF0303  NGVD 29 (??/??/??)   90.443  (m)          296.73   (f) ADJUSTED    1 2
 FF0303
 FF0303.Superseded values are not recommended for survey control.
 FF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0303.See file dsdata.txt to determine how the superseded data were derived.
 FF0303
 FF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV679055(NAD 83)
 FF0303_MARKER: DB = BENCH MARK DISK
 FF0303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0303_SP_SET: 48 FEET
 FF0303_STAMPING: E 91 1957
 FF0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0303
 FF0303  HISTORY     - Date     Condition        Report By
 FF0303  HISTORY     - 1957     MONUMENTED       CGS
 FF0303  HISTORY     - 19970925 POOR             TN1620
 FF0303
 FF0303                          STATION DESCRIPTION
 FF0303
 FF0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0303'4.7 MI NW FROM FRAYSER.
 FF0303'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0303'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0303'ALONG MARSH ROAD, THENCE 3.7 MILES NORTH AND NORTHWEST ALONG
 FF0303'BENJESTOWN ROAD, 0.4 MILE NORTH OF THE JUNCTION OF CIRCLE ROAD,
 FF0303'78 FEET WEST OF THE CENTER LINE OF THE ROAD, 81 FEET NORTH OF
 FF0303'A TELEPHONE POLE, 13 3/4 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FF0303'OF THE PLEASANT CHAPEL BAPTIST CHURCH, 8 1/4 FEET EAST OF THE
 FF0303'EAST FACE OF THE CHURCH, 1/2 FOOT SOUTH OF THE SOUTHEAST CORNER
 FF0303'OF THE SOUTH END OF THE CONCRETE STEP AT MAIN ENTRANCE TO THE
 FF0303'CHURCH, 1 FOOT ABOVE THE LEVEL OF THE ROAD, A DISK ON TOP OF A
 FF0303'COPPER-COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 FF0303'4-INCH TILE FLUSH WITH THE GROUND.  ROD WAS DRIVEN TO A DEPTH OF
 FF0303'48 FEET.  NOTE-- MARK MAY BE REACHED BY GOING SOUTHWEST 6.95
 FF0303'MILES ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER SCHOOL AT
 FF0303'LOCKE, SHELBY COUNTY, TENNESSEE.
 FF0303
 FF0303                          STATION RECOVERY (1997)
 FF0303
 FF0303'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0303'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1569 ***********************************************************************
 FE1569  DESIGNATION -  E 92
 FE1569  PID         -  FE1569
 FE1569  STATE/COUNTY-  TN/LAUDERDALE
 FE1569  USGS QUAD   -  OPEN LAKE (1983)
 FE1569
 FE1569                         *CURRENT SURVEY CONTROL
 FE1569  ___________________________________________________________________
 FE1569* NAD 83(1986)-  35 49 16.     (N)    089 39 32.     (W)     SCALED    
 FE1569* NAVD 88     -        78.111  (meters)     256.27   (feet)  ADJUSTED  
 FE1569  ___________________________________________________________________
 FE1569  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1569  DYNAMIC HT  -          78.044 (meters)     256.05  (feet)  COMP
 FE1569  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 FE1569
 FE1569  VERT ORDER  -  FIRST     CLASS II
 FE1569
 FE1569.The horizontal coordinates were scaled from a topographic map and have
 FE1569.an estimated accuracy of +/- 6 seconds.
 FE1569
 FE1569.The orthometric height was determined by differential leveling
 FE1569.and adjusted by the National Geodetic Survey in June 1991..
 FE1569
 FE1569.The geoid height was determined by GEOID03.
 FE1569
 FE1569.The dynamic height is computed by dividing the NAVD 88
 FE1569.geopotential number by the normal gravity value computed on the
 FE1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1569.degrees latitude (g = 980.6199 gals.).
 FE1569
 FE1569.The modeled gravity was interpolated from observed gravity values.
 FE1569
 FE1569;                    North         East    Units  Estimated Accuracy
 FE1569;SPC TN       -   171,250.      269,450.      MT  (+/- 180 meters Scaled)
 FE1569
 FE1569                          SUPERSEDED SURVEY CONTROL
 FE1569
 FE1569  NGVD 29 (??/??/??)   78.066  (m)          256.12   (f) ADJUSTED    1 2
 FE1569
 FE1569.Superseded values are not recommended for survey control.
 FE1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1569.See file dsdata.txt to determine how the superseded data were derived.
 FE1569
 FE1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE597673(NAD 83)
 FE1569_MARKER: DB = BENCH MARK DISK
 FE1569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1569_SP_SET: BRIDGE ABUTMENT
 FE1569_STAMPING: E 92 1957
 FE1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1569
 FE1569  HISTORY     - Date     Condition        Report By
 FE1569  HISTORY     - 1957     MONUMENTED       CGS
 FE1569  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1569
 FE1569                          STATION DESCRIPTION
 FE1569
 FE1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1569'7 MI NW FROM ARP.
 FE1569'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1569'ELEMENTARY SCHOOL AT ARP, THENCE 5.45 MILES NORTHWEST ALONG THE
 FE1569'GRAVEL ROAD LEADING TO BARR, ON TOP OF THE NORTH END OF THE NORTH
 FE1569'WINGWALL OF THE NORTHEAST ABUTMENT OF THE BRIDGE OVER THE MIDDLE
 FE1569'FORK OF THE FORKED DEER RIVER, 14 FEET NORTHWEST OF THE CENTER
 FE1569'LINE OF THE ROAD, 3/4 FEET SOUTH OF THE NORTH END OF THE WINGWALL,
 FE1569'11 FEET NORTH OF THE NORTH CORNER OF THE BRIDGE AND 3 FEET BELOW
 FE1569'THE LEVEL OF THE ROAD.
 FE1569
 FE1569                          STATION RECOVERY (1971)
 FE1569
 FE1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1314 ***********************************************************************
 FE1314  DESIGNATION -  E 93
 FE1314  PID         -  FE1314
 FE1314  STATE/COUNTY-  TN/TIPTON
 FE1314  USGS QUAD   -  DRUMMONDS (1983)
 FE1314
 FE1314                         *CURRENT SURVEY CONTROL
 FE1314  ___________________________________________________________________
 FE1314* NAD 83(1986)-  35 29 34.     (N)    089 53 38.     (W)     SCALED    
 FE1314* NAVD 88     -        96.999  (meters)     318.24   (feet)  ADJUSTED  
 FE1314  ___________________________________________________________________
 FE1314  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1314  DYNAMIC HT  -          96.914 (meters)     317.96  (feet)  COMP
 FE1314  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 FE1314
 FE1314  VERT ORDER  -  FIRST     CLASS I
 FE1314
 FE1314.The horizontal coordinates were scaled from a topographic map and have
 FE1314.an estimated accuracy of +/- 6 seconds.
 FE1314
 FE1314.The orthometric height was determined by differential leveling
 FE1314.and adjusted by the National Geodetic Survey in June 1991..
 FE1314.WARNING-Repeat measurements at this control monument indicate possible
 FE1314.vertical movement.
 FE1314
 FE1314.The geoid height was determined by GEOID03.
 FE1314
 FE1314.The dynamic height is computed by dividing the NAVD 88
 FE1314.geopotential number by the normal gravity value computed on the
 FE1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1314.degrees latitude (g = 980.6199 gals.).
 FE1314
 FE1314.The modeled gravity was interpolated from observed gravity values.
 FE1314
 FE1314;                    North         East    Units  Estimated Accuracy
 FE1314;SPC TN       -   135,670.      246,780.      MT  (+/- 180 meters Scaled)
 FE1314
 FE1314                          SUPERSEDED SURVEY CONTROL
 FE1314
 FE1314  NGVD 29 (??/??/??)   96.972  (m)          318.15   (f) ADJUSTED    1 1
 FE1314
 FE1314.Superseded values are not recommended for survey control.
 FE1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1314.See file dsdata.txt to determine how the superseded data were derived.
 FE1314
 FE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374315(NAD 83)
 FE1314_MARKER: DB = BENCH MARK DISK
 FE1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1314_STAMPING: E 93 1957
 FE1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1314+STABILITY: SURFACE MOTION
 FE1314
 FE1314  HISTORY     - Date     Condition        Report By
 FE1314  HISTORY     - 1957     MONUMENTED       CGS
 FE1314  HISTORY     - 1974     GOOD             NGS
 FE1314  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1314
 FE1314                          STATION DESCRIPTION
 FE1314
 FE1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1314'2.1 MI S FROM RANDOLPH.
 FE1314'ABOUT 0.5 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE
 FE1314'RANDOLPH METHODIST CHURCH AT RANDOLPH, THENCE 2.05 MILES SOUTH
 FE1314'ALONG AN ASPHALT ROAD, 0.95 MILE SOUTH OF THE INTERSECTION WITH
 FE1314'STATE HIGHWAY 59, 0.2 MILE NORTH OF A NEW BRICK AND FRAME
 FE1314'HOUSE AT A CURVE ON A HILL, 159 FEET SOUTH OF THE SOUTHWEST
 FE1314'CORNER OF A CONCRETE AND WOODEN BRIDGE OVER HURRICANE CREEK,
 FE1314'29 1/2 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 17
 FE1314'FEET NORTH OF THE CENTER OF A WIRE GATE, 19.5 FEET SOUTHEAST OF A
 FE1314'30-INCH COTTONWOOD TREE, 2 FEET EAST OF A FENCE, 1.8 FEET SOUTH
 FE1314'OF A WOODEN WITNESS POST, 2 FEET BELOW LEVEL OF THE ROAD AND IN
 FE1314'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1314
 FE1314                          STATION RECOVERY (2002)
 FE1314
 FE1314'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1731 ***********************************************************************
 FE1731  DESIGNATION -  E 94
 FE1731  PID         -  FE1731
 FE1731  STATE/COUNTY-  TN/TIPTON
 FE1731  USGS QUAD   -  COVINGTON (1983)
 FE1731
 FE1731                         *CURRENT SURVEY CONTROL
 FE1731  ___________________________________________________________________
 FE1731* NAD 83(1986)-  35 35 08.     (N)    089 38 15.     (W)     SCALED    
 FE1731* NAVD 88     -        95.345  (meters)     312.81   (feet)  ADJUSTED  
 FE1731  ___________________________________________________________________
 FE1731  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1731  DYNAMIC HT  -          95.265 (meters)     312.55  (feet)  COMP
 FE1731  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 FE1731
 FE1731  VERT ORDER  -  FIRST     CLASS I
 FE1731
 FE1731.The horizontal coordinates were scaled from a topographic map and have
 FE1731.an estimated accuracy of +/- 6 seconds.
 FE1731
 FE1731.The orthometric height was determined by differential leveling
 FE1731.and adjusted by the National Geodetic Survey in June 1991..
 FE1731
 FE1731.The geoid height was determined by GEOID03.
 FE1731
 FE1731.The dynamic height is computed by dividing the NAVD 88
 FE1731.geopotential number by the normal gravity value computed on the
 FE1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1731.degrees latitude (g = 980.6199 gals.).
 FE1731
 FE1731.The modeled gravity was interpolated from observed gravity values.
 FE1731
 FE1731;                    North         East    Units  Estimated Accuracy
 FE1731;SPC TN       -   145,060.      270,410.      MT  (+/- 180 meters Scaled)
 FE1731
 FE1731                          SUPERSEDED SURVEY CONTROL
 FE1731
 FE1731  NGVD 29 (??/??/??)   95.312  (m)          312.70   (f) ADJUSTED    1 1
 FE1731
 FE1731.Superseded values are not recommended for survey control.
 FE1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1731.See file dsdata.txt to determine how the superseded data were derived.
 FE1731
 FE1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE610411(NAD 83)
 FE1731_MARKER: DB = BENCH MARK DISK
 FE1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1731_SP_SET: SQUARE CONCRETE MONUMENT
 FE1731_STAMPING: E 94 1957
 FE1731_MARK LOGO: CGS   
 FE1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1731+STABILITY: SURFACE MOTION
 FE1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1731+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1731
 FE1731  HISTORY     - Date     Condition        Report By
 FE1731  HISTORY     - 1957     MONUMENTED       CGS
 FE1731  HISTORY     - 1974     GOOD             NGS
 FE1731  HISTORY     - 1987     GOOD             USPSQD
 FE1731  HISTORY     - 19870624 GOOD             LOCENG
 FE1731  HISTORY     - 20020529 GOOD             USACE
 FE1731
 FE1731                          STATION DESCRIPTION
 FE1731
 FE1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1731'1.5 MI NE FROM COVINGTON.
 FE1731'ABOUT 1.5 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1731'THE STATION AT COVINGTON, 0.3 MILE NORTHEAST OF MILEPOST 351,
 FE1731'216 FEET NORTHEAST OF THE CENTER OF THE CROSSING WITH SOUTHHALL
 FE1731'ROAD (PAVED), 34 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 FE1731'TRACK, 36 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 FE1731'BUILDING AT THE MC LILLIE CONCRETE PRODUCTS PLANT, 1.1 FEET
 FE1731'NORTHWEST OF A METAL WITNESS POST, 6 FEET ABOVE RAILS AND IN
 FE1731'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 FE1731
 FE1731                          STATION RECOVERY (1987)
 FE1731
 FE1731'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1731'RECOVERED IN GOOD CONDITION.
 FE1731
 FE1731                          STATION RECOVERY (1987)
 FE1731
 FE1731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE1731'RECOVERED IN GOOD CONDITION.
 FE1731
 FE1731                          STATION RECOVERY (2002)
 FE1731
 FE1731'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5297 ***********************************************************************
 DG5297  DESIGNATION -  E 94X
 DG5297  PID         -  DG5297
 DG5297  STATE/COUNTY-  TN/TIPTON
 DG5297  USGS QUAD   -  COVINGTON (1983)
 DG5297
 DG5297                         *CURRENT SURVEY CONTROL
 DG5297  ___________________________________________________________________
 DG5297* NAD 83(1995)-  35 35 10.61854(N)    089 38 15.50389(W)     ADJUSTED  
 DG5297* NAVD 88     -        93.28   (meters)     306.0    (feet)  LEVELING  
 DG5297  ___________________________________________________________________
 DG5297  X           -      32,841.630 (meters)                     COMP
 DG5297  Y           -  -5,192,796.004 (meters)                     COMP
 DG5297  Z           -   3,690,995.832 (meters)                     COMP
 DG5297  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG5297  ELLIP HEIGHT-          65.99  (meters)          (04/05/04) GPS OBS
 DG5297  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DG5297
 DG5297  HORZ ORDER  -  B
 DG5297  VERT ORDER  -  THIRD ?
 DG5297  ELLP ORDER  -  FOURTH    CLASS I
 DG5297
 DG5297.The horizontal coordinates were established by GPS observations
 DG5297.and adjusted by the National Geodetic Survey in April 2004..
 DG5297
 DG5297.The orthometric height was determined by differential leveling.
 DG5297.The vertical network tie was performed by a horz. field party for horz.
 DG5297.obs reductions. Reset procedures were used to establish the elevation.
 DG5297
 DG5297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5297
 DG5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5297
 DG5297.The ellipsoidal height was determined by GPS observations
 DG5297.and is referenced to NAD 83.
 DG5297
 DG5297.The geoid height was determined by GEOID03.
 DG5297
 DG5297;                    North         East     Units Scale Factor Converg.
 DG5297;SPC TN       -   145,139.743   270,402.305   MT  0.99995770   -2 07 46.6
 DG5297;SPC TN       -   476,179.31    887,144.90   sFT  0.99995770   -2 07 46.6
 DG5297;UTM  16      - 3,941,265.248   261,012.870   MT  1.00030388   -1 32 08.3
 DG5297
 DG5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5297!SPC TN       -   0.99998964  x   0.99995770  =   0.99994734
 DG5297!UTM  16      -   0.99998964  x   1.00030388  =   1.00029352
 DG5297
 DG5297                          SUPERSEDED SURVEY CONTROL
 DG5297
 DG5297.No superseded survey control is available for this station.
 DG5297
 DG5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6101341265(NAD 83)
 DG5297_MARKER: F = FLANGE-ENCASED ROD
 DG5297_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5297+WITH SETTING: INFORMATION.
 DG5297_STAMPING: E94X 2002
 DG5297_MARK LOGO: USACE 
 DG5297_PROJECTION: RECESSED 10 CENTIMETERS
 DG5297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5297+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5297_ROD/PIPE-DEPTH:  2.1 meters
 DG5297
 DG5297  HISTORY     - Date     Condition        Report By
 DG5297  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5297
 DG5297                          STATION DESCRIPTION
 DG5297
 DG5297'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5297'THE MARK IS LOCATED IN COVINGTON, TN.
 DG5297' 
 DG5297'TO REACH THE MARK FROM THE INTERSECTION OF S.R 54 AND U.S. HWY. 51 IN
 DG5297'COVINGTON, TN, PROCEED NORTH ON U.S. 51 FOR 2.74 KM (1.7MI) THE MARK
 DG5297'ON THE RIGHT, ON THE EAST SIDE OF U.S. 51.
 DG5297' 
 DG5297'THE MARK IS 21.6 M (71.0 FT.) SOUTHEAST OF THE CENTERLINE OF U.S. HWY.
 DG5297'51, 7.5 M (24.6 FT.) NORTHWEST OF THE WEST RAIL OF A RAILROAD TRACK,
 DG5297'30.1 M (98.7 FT.) NORTH OF BENCHMARK E94 (1957), 2.35 M (77.0 FT.)
 DG5297'SOUTH OF POWER POLE NO. 21, AND 0.3 M (1.0 FT.) NORTHWEST OF A
 DG5297'CARSONITE WITNESS POST.
 DG5297' 
 DG5297'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5297'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5297' 
 DG5297'THE MARK IS STAMPED ... E94X 2002
 DG5297' 
 DG5297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0903 ***********************************************************************
 GD0903  DESIGNATION -  E 95
 GD0903  PID         -  GD0903
 GD0903  STATE/COUNTY-  TN/DYER
 GD0903  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0903
 GD0903                         *CURRENT SURVEY CONTROL
 GD0903  ___________________________________________________________________
 GD0903* NAD 83(1986)-  36 00 14.     (N)    089 40 11.     (W)     SCALED    
 GD0903* NAVD 88     -        79.816  (meters)     261.86   (feet)  ADJUSTED  
 GD0903  ___________________________________________________________________
 GD0903  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0903  DYNAMIC HT  -          79.749 (meters)     261.64  (feet)  COMP
 GD0903  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GD0903
 GD0903  VERT ORDER  -  FIRST     CLASS II
 GD0903
 GD0903.The horizontal coordinates were scaled from a topographic map and have
 GD0903.an estimated accuracy of +/- 6 seconds.
 GD0903
 GD0903.The orthometric height was determined by differential leveling
 GD0903.and adjusted by the National Geodetic Survey in June 1991..
 GD0903
 GD0903.The geoid height was determined by GEOID03.
 GD0903
 GD0903.The dynamic height is computed by dividing the NAVD 88
 GD0903.geopotential number by the normal gravity value computed on the
 GD0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0903.degrees latitude (g = 980.6199 gals.).
 GD0903
 GD0903.The modeled gravity was interpolated from observed gravity values.
 GD0903
 GD0903;                    North         East    Units  Estimated Accuracy
 GD0903;SPC TN       -   191,550.      269,230.      MT  (+/- 180 meters Scaled)
 GD0903
 GD0903                          SUPERSEDED SURVEY CONTROL
 GD0903
 GD0903  NGVD 29 (??/??/??)   79.758  (m)          261.67   (f) ADJUSTED    1 2
 GD0903
 GD0903.Superseded values are not recommended for survey control.
 GD0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0903.See file dsdata.txt to determine how the superseded data were derived.
 GD0903
 GD0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE593876(NAD 83)
 GD0903_MARKER: DB = BENCH MARK DISK
 GD0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0903_STAMPING: E 95 1957
 GD0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0903+STABILITY: SURFACE MOTION
 GD0903
 GD0903  HISTORY     - Date     Condition        Report By
 GD0903  HISTORY     - 1957     MONUMENTED       CGS
 GD0903  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0903
 GD0903                          STATION DESCRIPTION
 GD0903
 GD0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0903'1 MI E FROM MIDWAY.
 GD0903'ABOUT 1.05 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0903'BAPTIST CHURCH AT MIDWAY, 22 FEET SOUTH OF SOUTH EDGE OF PAVEMENT,
 GD0903'181 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF A ROAD NORTH,
 GD0903'73 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF HILDREDTH TATUM
 GD0903'RESIDENCE, 14 FEET SOUTH OF TELEPHONE POLE NO. 145, 10 FEET
 GD0903'SOUTHWEST OF AN 18-INCH CATATPA TREE, 2 1/2 FEET NORTH OF A
 GD0903'POWER LINE BRANCH POLE, 2 FEET NORTH OF A CONCRETE WITNESS
 GD0903'POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 GD0903'CONCRETE POST PROJECTING 4 INCHES.
 GD0903
 GD0903                          STATION RECOVERY (2002)
 GD0903
 GD0903'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0903'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0887 ***********************************************************************
 GD0887  DESIGNATION -  E 96
 GD0887  PID         -  GD0887
 GD0887  STATE/COUNTY-  TN/DYER
 GD0887  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0887
 GD0887                         *CURRENT SURVEY CONTROL
 GD0887  ___________________________________________________________________
 GD0887* NAD 83(1986)-  36 05 47.     (N)    089 37 29.     (W)     SCALED    
 GD0887* NAVD 88     -        82.295  (meters)     270.00   (feet)  ADJUSTED  
 GD0887  ___________________________________________________________________
 GD0887  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0887  DYNAMIC HT  -          82.226 (meters)     269.77  (feet)  COMP
 GD0887  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GD0887
 GD0887  VERT ORDER  -  FIRST     CLASS II
 GD0887
 GD0887.The horizontal coordinates were scaled from a topographic map and have
 GD0887.an estimated accuracy of +/- 6 seconds.
 GD0887
 GD0887.The orthometric height was determined by differential leveling
 GD0887.and adjusted by the National Geodetic Survey in June 1991..
 GD0887
 GD0887.The geoid height was determined by GEOID03.
 GD0887
 GD0887.The dynamic height is computed by dividing the NAVD 88
 GD0887.geopotential number by the normal gravity value computed on the
 GD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0887.degrees latitude (g = 980.6199 gals.).
 GD0887
 GD0887.The modeled gravity was interpolated from observed gravity values.
 GD0887
 GD0887;                    North         East    Units  Estimated Accuracy
 GD0887;SPC TN       -   201,650.      273,670.      MT  (+/- 180 meters Scaled)
 GD0887
 GD0887                          SUPERSEDED SURVEY CONTROL
 GD0887
 GD0887  NGVD 29 (??/??/??)   82.228  (m)          269.78   (f) ADJUSTED    1 2
 GD0887
 GD0887.Superseded values are not recommended for survey control.
 GD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0887.See file dsdata.txt to determine how the superseded data were derived.
 GD0887
 GD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE637978(NAD 83)
 GD0887_MARKER: DB = BENCH MARK DISK
 GD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0887_STAMPING: E 96 1957
 GD0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0887+STABILITY: SURFACE MOTION
 GD0887
 GD0887  HISTORY     - Date     Condition        Report By
 GD0887  HISTORY     - 1957     MONUMENTED       CGS
 GD0887  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0887
 GD0887                          STATION DESCRIPTION
 GD0887
 GD0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0887'5 MI NE FROM HELOISE.
 GD0887'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GD0887'FERRY LANDING AT HELOISE, THENCE ABOUT 3.05 MILES NORTH AND
 GD0887'NORTHEAST ALONG A GRAVEL ROAD, AT A POINT WHERE THE GRAVEL ROAD
 GD0887'FOLLOWS THE TOP OF OLD LEVEE TO THE SOUTH AND LEADS NORTHWEST
 GD0887'AWAY FROM OLD LEVEE, 91 FEET NORTHEAST OF CENTER OF A SMALL
 GD0887'TRIANGLE FORMED BY GRAVEL ROAD AND A ROAD LEADING TO A FARM
 GD0887'HOUSE, 106 FEET NORTHEAST OF CENTER LINE OF ROAD, 55 1/2 FEET
 GD0887'WEST OF NORTHWEST CORNER OF FARM HOUSE, 1 FOOT SOUTH OF A FENCE
 GD0887'LINE, 11 FEET WEST OF A WELL WITH PUMP, 1 1/2 FEET NORTH OF A
 GD0887'CONCRETE WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF ROAD AND SET
 GD0887'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- PUMP
 GD0887'IS ALL THAT REMAINS NOW.  POST NOT FOUND.
 GD0887
 GD0887                          STATION RECOVERY (1969)
 GD0887
 GD0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0944 ***********************************************************************
 GA0944  DESIGNATION -  E 97
 GA0944  PID         -  GA0944
 GA0944  STATE/COUNTY-  TN/WASHINGTON
 GA0944  USGS QUAD   -  LEESBURG (1971)
 GA0944
 GA0944                         *CURRENT SURVEY CONTROL
 GA0944  ___________________________________________________________________
 GA0944* NAD 83(1986)-  36 20 51.     (N)    082 34 51.     (W)     SCALED    
 GA0944* NAVD 88     -       517.553  (meters)    1698.01   (feet)  ADJUSTED  
 GA0944  ___________________________________________________________________
 GA0944  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0944  DYNAMIC HT  -         517.065 (meters)    1696.40  (feet)  COMP
 GA0944  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 GA0944
 GA0944  VERT ORDER  -  SECOND    CLASS 0
 GA0944
 GA0944.The horizontal coordinates were scaled from a topographic map and have
 GA0944.an estimated accuracy of +/- 6 seconds.
 GA0944
 GA0944.The orthometric height was determined by differential leveling
 GA0944.and adjusted by the National Geodetic Survey in June 1991..
 GA0944
 GA0944.The geoid height was determined by GEOID03.
 GA0944
 GA0944.The dynamic height is computed by dividing the NAVD 88
 GA0944.geopotential number by the normal gravity value computed on the
 GA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0944.degrees latitude (g = 980.6199 gals.).
 GA0944
 GA0944.The modeled gravity was interpolated from observed gravity values.
 GA0944
 GA0944;                    North         East    Units  Estimated Accuracy
 GA0944;SPC TN       -   228,830.      906,860.      MT  (+/- 180 meters Scaled)
 GA0944
 GA0944                          SUPERSEDED SURVEY CONTROL
 GA0944
 GA0944  NGVD 29 (??/??/92)  517.694  (m)         1698.47   (f) ADJ UNCH    2 0
 GA0944
 GA0944.Superseded values are not recommended for survey control.
 GA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0944.See file dsdata.txt to determine how the superseded data were derived.
 GA0944
 GA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA581236(NAD 83)
 GA0944_MARKER: DB = BENCH MARK DISK
 GA0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0944_STAMPING: E 97 1935
 GA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0944+STABILITY: SURFACE MOTION
 GA0944
 GA0944  HISTORY     - Date     Condition        Report By
 GA0944  HISTORY     - 1935     MONUMENTED       CGS
 GA0944
 GA0944                          STATION DESCRIPTION
 GA0944
 GA0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0944'4.3 MI N FROM FAIRVIEW.
 GA0944'4.3 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0944'FAIRVIEW, WASHINGTON COUNTY, 65 FEET WEST OF A FRAME GARAGE,
 GA0944'36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH
 GA0944'OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0944'E 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0805 ***********************************************************************
 GA0805  DESIGNATION -  E 98
 GA0805  PID         -  GA0805
 GA0805  STATE/COUNTY-  TN/WASHINGTON
 GA0805  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0805
 GA0805                         *CURRENT SURVEY CONTROL
 GA0805  ___________________________________________________________________
 GA0805* NAD 83(1986)-  36 25 46.     (N)    082 33 15.     (W)     SCALED    
 GA0805* NAVD 88     -       485.809  (meters)    1593.86   (feet)  ADJUSTED  
 GA0805  ___________________________________________________________________
 GA0805  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0805  DYNAMIC HT  -         485.357 (meters)    1592.38  (feet)  COMP
 GA0805  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA0805
 GA0805  VERT ORDER  -  SECOND    CLASS 0
 GA0805
 GA0805.The horizontal coordinates were scaled from a topographic map and have
 GA0805.an estimated accuracy of +/- 6 seconds.
 GA0805
 GA0805.The orthometric height was determined by differential leveling
 GA0805.and adjusted by the National Geodetic Survey in June 1991..
 GA0805
 GA0805.The geoid height was determined by GEOID03.
 GA0805
 GA0805.The dynamic height is computed by dividing the NAVD 88
 GA0805.geopotential number by the normal gravity value computed on the
 GA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0805.degrees latitude (g = 980.6199 gals.).
 GA0805
 GA0805.The modeled gravity was interpolated from observed gravity values.
 GA0805
 GA0805;                    North         East    Units  Estimated Accuracy
 GA0805;SPC TN       -   238,010.      908,930.      MT  (+/- 180 meters Scaled)
 GA0805
 GA0805                          SUPERSEDED SURVEY CONTROL
 GA0805
 GA0805  NGVD 29 (??/??/92)  485.961  (m)         1594.36   (f) ADJ UNCH    2 0
 GA0805
 GA0805.Superseded values are not recommended for survey control.
 GA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0805.See file dsdata.txt to determine how the superseded data were derived.
 GA0805
 GA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA606327(NAD 83)
 GA0805_MARKER: DB = BENCH MARK DISK
 GA0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0805_STAMPING: E 98 1935
 GA0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0805+STABILITY: SURFACE MOTION
 GA0805
 GA0805  HISTORY     - Date     Condition        Report By
 GA0805  HISTORY     - 1935     MONUMENTED       CGS
 GA0805
 GA0805                          STATION DESCRIPTION
 GA0805
 GA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0805'4.2 MI SW FROM FORDTOWN.
 GA0805'IN WASHINGTON COUNTY, 4.2 MILES SOUTHWEST ALONG THE GREENEVILLE
 GA0805'ROAD FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION
 GA0805'AT FORDTOWN, SULLIVAN COUNTY, AT THE CHASE RESIDENCE, 12 YARDS
 GA0805'WEST OF THE CENTERLINE OF THE ROAD, 12 YARDS NORTH OF THE CORNER
 GA0805'OF THE PORCH, 3 YARDS SOUTHEAST OF A WIRE FENCE, AND LEVEL WITH
 GA0805'THE ROAD.  A STANDARD DISK, STAMPED E 98 1935 AND SET IN THE
 GA0805'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0791 ***********************************************************************
 GA0791  DESIGNATION -  E 99
 GA0791  PID         -  GA0791
 GA0791  STATE/COUNTY-  TN/GREENE
 GA0791  USGS QUAD   -  MOSHEIM (1971)
 GA0791
 GA0791                         *CURRENT SURVEY CONTROL
 GA0791  ___________________________________________________________________
 GA0791* NAD 83(1986)-  36 12 46.     (N)    082 53 17.     (W)     SCALED    
 GA0791* NAVD 88     -       350.017  (meters)    1148.35   (feet)  ADJUSTED  
 GA0791  ___________________________________________________________________
 GA0791  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0791  DYNAMIC HT  -         349.689 (meters)    1147.27  (feet)  COMP
 GA0791  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA0791
 GA0791  VERT ORDER  -  SECOND    CLASS 0
 GA0791
 GA0791.The horizontal coordinates were scaled from a topographic map and have
 GA0791.an estimated accuracy of +/- 6 seconds.
 GA0791
 GA0791.The orthometric height was determined by differential leveling
 GA0791.and adjusted by the National Geodetic Survey in June 1991..
 GA0791
 GA0791.The geoid height was determined by GEOID03.
 GA0791
 GA0791.The dynamic height is computed by dividing the NAVD 88
 GA0791.geopotential number by the normal gravity value computed on the
 GA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0791.degrees latitude (g = 980.6199 gals.).
 GA0791
 GA0791.The modeled gravity was interpolated from observed gravity values.
 GA0791
 GA0791;                    North         East    Units  Estimated Accuracy
 GA0791;SPC TN       -   212,970.      879,770.      MT  (+/- 180 meters Scaled)
 GA0791
 GA0791                          SUPERSEDED SURVEY CONTROL
 GA0791
 GA0791  NGVD 29 (??/??/92)  350.154  (m)         1148.80   (f) ADJ UNCH    2 0
 GA0791
 GA0791.Superseded values are not recommended for survey control.
 GA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0791.See file dsdata.txt to determine how the superseded data were derived.
 GA0791
 GA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA302092(NAD 83)
 GA0791_MARKER: DB = BENCH MARK DISK
 GA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0791_STAMPING: E 99 1935
 GA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0791+STABILITY: SURFACE MOTION
 GA0791
 GA0791  HISTORY     - Date     Condition        Report By
 GA0791  HISTORY     - 1935     MONUMENTED       CGS
 GA0791  HISTORY     - 1950     GOOD             TVA
 GA0791  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0791
 GA0791                          STATION DESCRIPTION
 GA0791
 GA0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0791'5.3 MI NW FROM GREENEVILLE.
 GA0791'5.3 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0791'AT GREENEVILLE, GREENE COUNTY, 100 YARDS SOUTHWEST OF A BRIDGE
 GA0791'OVER GASS CREEK, AT THE DICK ANDERSON RESIDENCE, 80 YARDS SOUTHEAST
 GA0791'OF THE SOUTHEAST CORNER OF A LARGE BARN, 30 YARDS NORTH OF THE
 GA0791'SOUTHEAST CORNER OF THE HOUSE, 9 YARDS SOUTHWEST OF THE CENTERLINE
 GA0791'OF THE HIGHWAY, 2 YARDS SOUTHEAST OF A WALK, AND 2-1/2 FEET
 GA0791'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 99 1935
 GA0791'AND SET IN THE TOP OF A CONCRETE POST.
 GA0791
 GA0791                          STATION RECOVERY (1950)
 GA0791
 GA0791'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0791'RECOVERED IN GOOD CONDITION.
 GA0791
 GA0791                          STATION RECOVERY (1981)
 GA0791
 GA0791'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1139 ***********************************************************************
 FE1139  DESIGNATION -  E RESET
 FE1139  PID         -  FE1139
 FE1139  STATE/COUNTY-  TN/SHELBY
 FE1139  USGS QUAD   -  COLLIERVILLE (1965)
 FE1139
 FE1139                         *CURRENT SURVEY CONTROL
 FE1139  ___________________________________________________________________
 FE1139* NAD 83(1986)-  35 02 30.     (N)    089 39 51.     (W)     SCALED    
 FE1139* NAVD 88     -       117.007  (meters)     383.88   (feet)  ADJUSTED  
 FE1139  ___________________________________________________________________
 FE1139  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1139  DYNAMIC HT  -         116.897 (meters)     383.52  (feet)  COMP
 FE1139  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FE1139
 FE1139  VERT ORDER  -  FIRST     CLASS II
 FE1139
 FE1139.The horizontal coordinates were scaled from a topographic map and have
 FE1139.an estimated accuracy of +/- 6 seconds.
 FE1139
 FE1139.The orthometric height was determined by differential leveling
 FE1139.and adjusted by the National Geodetic Survey in June 1991..
 FE1139
 FE1139.The geoid height was determined by GEOID03.
 FE1139
 FE1139.The dynamic height is computed by dividing the NAVD 88
 FE1139.geopotential number by the normal gravity value computed on the
 FE1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1139.degrees latitude (g = 980.6199 gals.).
 FE1139
 FE1139.The modeled gravity was interpolated from observed gravity values.
 FE1139
 FE1139;                    North         East    Units  Estimated Accuracy
 FE1139;SPC TN       -    84,850.      265,740.      MT  (+/- 180 meters Scaled)
 FE1139
 FE1139                          SUPERSEDED SURVEY CONTROL
 FE1139
 FE1139  NGVD 29 (??/??/??)  116.97   (m)          383.8    (f) RESET       3  
 FE1139
 FE1139.Superseded values are not recommended for survey control.
 FE1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1139.See file dsdata.txt to determine how the superseded data were derived.
 FE1139
 FE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD569809(NAD 83)
 FE1139_MARKER: DB = BENCH MARK DISK
 FE1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1139_SP_SET: CONCRETE POST
 FE1139_STAMPING: E RESET 1968
 FE1139_MARK LOGO: CGS   
 FE1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1139+STABILITY: SURFACE MOTION
 FE1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1139+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 FE1139
 FE1139  HISTORY     - Date     Condition        Report By
 FE1139  HISTORY     - 1968     MONUMENTED       CGS
 FE1139  HISTORY     - 1983     GOOD             NGS
 FE1139  HISTORY     - 19880523 GOOD             MSHD
 FE1139  HISTORY     - 20021001 POOR             USACE
 FE1139  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1139
 FE1139                          STATION DESCRIPTION
 FE1139
 FE1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1139'AT COLLIERVILLE.
 FE1139'THIS BENCH MARK IS LOCATED AT THE SOUTHEAST CORNER OF THE
 FE1139'COLLIERVILLE PARK SQUARE AND IN THE NORTHWEST ANGLE OF THE
 FE1139'INTERSECTION OF MAIN STREET AND N. ROWLETT STREET ABOUT 0.15
 FE1139'OF A MILE SOUTH OF THE NEW POST OFFICE IN COLLIERVILLE.  IT IS
 FE1139'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 FE1139'OF A STREET LAMP, 47 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1139'N. ROWLETT STREET, 37 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1139'MAIN STREET, 31 FEET EAST OF THE SOUTHEAST CORNER OF THE PARK
 FE1139'COMFORT STATION, 1.3 FEET EAST OF THE LAMP POLE, AND 0.6 OF A
 FE1139'FOOT SOUTH OF A LARGE IRON GUARD POST.  THE DISK IS STAMPED
 FE1139'E RESET 1968.
 FE1139
 FE1139                          STATION RECOVERY (1983)
 FE1139
 FE1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1139'RECOVERED IN GOOD CONDITION.
 FE1139
 FE1139                          STATION RECOVERY (1988)
 FE1139
 FE1139'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 FE1139'RECOVERED IN GOOD CONDITION.
 FE1139
 FE1139                          STATION RECOVERY (2002)
 FE1139
 FE1139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1139'MARK DESTROYED. SPOKE TO LOCAL BUSINESSMAN WHO SAID PARK WAS
 FE1139'RELANDSCAPED, LIGHT POLES AND SIDEWALK. MAIN STREET WIDENED FOR
 FE1139'PARKING. LAMP POLES REMOVED FOR NEW PARKING AREA.
 FE1139
 FE1139                          STATION RECOVERY (2006)
 FE1139
 FE1139'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1139'AGREE WITH PREVIOUS ENTRY.  MARK LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2544 ***********************************************************************
 FE2544  DESIGNATION -  EADS
 FE2544  PID         -  FE2544
 FE2544  STATE/COUNTY-  TN/SHELBY
 FE2544  USGS QUAD   -  EADS (1983)
 FE2544
 FE2544                         *CURRENT SURVEY CONTROL
 FE2544  ___________________________________________________________________
 FE2544* NAD 83(1995)-  35 12 35.30442(N)    089 40 59.61714(W)     ADJUSTED  
 FE2544* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2544  ___________________________________________________________________
 FE2544  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FE2544  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2544
 FE2544  HORZ ORDER  -  SECOND
 FE2544
 FE2544.The horizontal coordinates were established by classical geodetic methods
 FE2544.and adjusted by the National Geodetic Survey in April 1999..
 FE2544
 FE2544.The orthometric height was scaled from a topographic map.
 FE2544
 FE2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2544
 FE2544.The geoid height was determined by GEOID03.
 FE2544
 FE2544;                    North         East     Units Scale Factor Converg.
 FE2544;SPC TN       -   103,555.456   264,702.148   MT  1.00000734   -2 09 22.7
 FE2544;SPC TN       -   339,748.19    868,443.63   sFT  1.00000734   -2 09 22.7
 FE2544;UTM  16      - 3,899,609.259   255,747.548   MT  1.00033530   -1 32 52.2
 FE2544
 FE2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2544!SPC TN       -   0.99998516  x   1.00000734  =   0.99999249
 FE2544!UTM  16      -   0.99998516  x   1.00033530  =   1.00032045
 FE2544
 FE2544|---------------------------------------------------------------------|
 FE2544| PID    Reference Object                     Distance      Geod. Az  |
 FE2544|                                                           dddmmss.s |
 FE2544| CG3981 EADS RM 1                            31.431 METERS 08634     |
 FE2544| CG3982 EADS RM 2                            19.960 METERS 18804     |
 FE2544| CG3980 EADS AZ MK                                         2530009.0 |
 FE2544| FE2579 MEMPHIS TV STA WMCT MAST            APPROX.19.0 KM 2562221.5 |
 FE2544| FE2554 MEMPHIS TV STA WREC MAST            APPROX.13.9 KM 2565450.1 |
 FE2544|---------------------------------------------------------------------|
 FE2544
 FE2544                          SUPERSEDED SURVEY CONTROL
 FE2544
 FE2544  NAD 83(1995)-  35 12 35.30925(N)    089 40 59.61896(W) AD(       ) 2
 FE2544  NAD 83(1995)-  35 12 35.30983(N)    089 40 59.61905(W) AD(       ) 2
 FE2544  NAD 83(1986)-  35 12 35.31594(N)    089 40 59.61753(W) AD(       ) 2
 FE2544  NAD 27      -  35 12 34.99890(N)    089 40 59.32420(W) AD(       ) 2
 FE2544
 FE2544.Superseded values are not recommended for survey control.
 FE2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2544.See file dsdata.txt to determine how the superseded data were derived.
 FE2544
 FE2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5574899609(NAD 83)
 FE2544_MARKER: DS = TRIANGULATION STATION DISK
 FE2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2544
 FE2544  HISTORY     - Date     Condition        Report By
 FE2544  HISTORY     - 1958     MONUMENTED       CGS
 FE2544  HISTORY     - 1958     GOOD             CGS
 FE2544  HISTORY     - 19960613 MARK NOT FOUND   TN1620
 FE2544
 FE2544                          STATION DESCRIPTION
 FE2544
 FE2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2544'THE STATION IS LOCATED ABOUT 2 MILES WEST OF EADS, 6 MILES SOUTH OF
 FE2544'ARLINGTON AND IS ON THE PROPERTY OF THE MURRAY GINS. IT IS 47 FEET
 FE2544'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 16 FEET SOUTHEAST OF A
 FE2544'FENCE CORNER, 9 FEET SOUTHEAST OF A WHITE WITNESS POST AND 143.5
 FE2544'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MURRAY GIN BUILDING.
 FE2544'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EADS 1957.
 FE2544'
 FE2544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND
 FE2544'64, LOCATED ABOUT 2 MILES EAST OF BARTLETT, GO EAST ON U.S. HIGHWAY
 FE2544'64 FOR 8.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 FE2544'HIGHWAY 64 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 FE2544'
 FE2544'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 FE2544'DRIVEWAY AND 5 FEET NORTH OF THE NORTHWEST CORNER OF A COTTON SEED
 FE2544'STORAGE BIN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EADS NO 1
 FE2544'1957.
 FE2544'
 FE2544'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE AND 66 FEET SOUTH OF A
 FE2544'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2544'STAMPED EADS NO 2 1957.
 FE2544'
 FE2544'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 FE2544'64, 10 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET EAST OF A POWER POLE
 FE2544'AND WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2544'STAMPED EADS 1957.
 FE2544'
 FE2544'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2544
 FE2544                          STATION RECOVERY (1958)
 FE2544
 FE2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2544'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FE2544'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FE2544
 FE2544                          STATION RECOVERY (1996)
 FE2544
 FE2544'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (SB)
 FE2544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2526 ***********************************************************************
 GB2526  DESIGNATION -  EAGLE
 GB2526  PID         -  GB2526
 GB2526  STATE/COUNTY-  TN/CAMPBELL
 GB2526  USGS QUAD   -  JACKSBORO (1991)
 GB2526
 GB2526                         *CURRENT SURVEY CONTROL
 GB2526  ___________________________________________________________________
 GB2526* NAD 83(1995)-  36 20 57.92851(N)    084 11 30.51134(W)     ADJUSTED  
 GB2526* NAVD 88     -       622.5    (meters)    2042.     (feet)  VERTCON   
 GB2526  ___________________________________________________________________
 GB2526  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 GB2526  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB2526
 GB2526  HORZ ORDER  -  SECOND
 GB2526
 GB2526.The horizontal coordinates were established by classical geodetic methods
 GB2526.and adjusted by the National Geodetic Survey in April 1999..
 GB2526
 GB2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2526
 GB2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2526
 GB2526.The geoid height was determined by GEOID03.
 GB2526
 GB2526;                    North         East     Units Scale Factor Converg.
 GB2526;SPC TN       -   225,186.477   762,299.891   MT  0.99998876   +1 03 30.9
 GB2526;SPC TN       -   738,799.30  2,500,978.89   sFT  0.99998876   +1 03 30.9
 GB2526;UTM  16      - 4,026,367.937   752,004.641   MT  1.00038253   +1 39 55.1
 GB2526
 GB2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2526!SPC TN       -   0.99990699  x   0.99998876  =   0.99989575
 GB2526!UTM  16      -   0.99990699  x   1.00038253  =   1.00028948
 GB2526
 GB2526|---------------------------------------------------------------------|
 GB2526| PID    Reference Object                     Distance      Geod. Az  |
 GB2526|                                                           dddmmss.s |
 GB2526| DB9229 EAGLE RM 2                           32.539 METERS 09056     |
 GB2526| GB0723 CARY                                APPROX. 6.2 KM 1961000.2 |
 GB2526| DB9228 EAGLE RM 1                           14.758 METERS 34325     |
 GB2526|---------------------------------------------------------------------|
 GB2526
 GB2526                          SUPERSEDED SURVEY CONTROL
 GB2526
 GB2526  NAD 83(1995)-  36 20 57.93014(N)    084 11 30.51472(W) AD(       ) 2
 GB2526  NAD 83(1995)-  36 20 57.93576(N)    084 11 30.51569(W) AD(       ) 2
 GB2526  NAD 83(1986)-  36 20 57.93903(N)    084 11 30.51285(W) AD(       ) 2
 GB2526  NAD 27      -  36 20 57.64540(N)    084 11 30.77650(W) AD(       ) 2
 GB2526  NGVD 29 (07/19/86)  622.6    (m)         2043.     (f) VERT ANG       
 GB2526
 GB2526.Superseded values are not recommended for survey control.
 GB2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2526.See file dsdata.txt to determine how the superseded data were derived.
 GB2526
 GB2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5200526368(NAD 83)
 GB2526_MARKER: DS = TRIANGULATION STATION DISK
 GB2526_SETTING: 66 = SET IN ROCK OUTCROP
 GB2526
 GB2526  HISTORY     - Date     Condition        Report By
 GB2526  HISTORY     - 1961     MONUMENTED       CGS
 GB2526  HISTORY     - 1964     GOOD             TNHD
 GB2526
 GB2526                          STATION DESCRIPTION
 GB2526
 GB2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2526'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF LAFOLLETTE AND
 GB2526'ABOUT 1 MILE NORTH OF
 GB2526'JACKSBORO ON A PROMINENT HILL KNOWN LOCALLY AS EAGLE BLUFF.
 GB2526'
 GB2526'TO REACH THE STATION FROM THE CROSSROAD AT THE SOUTHWEST CORNER OF
 GB2526'THE COURTHOUSE IN
 GB2526'JACKSBORO, GO NORTH THEN WEST ON A BLACK TOP ROAD FOR
 GB2526'0.2 MILE TO A T ROAD RIGHT, TURN
 GB2526'RIGHT, AND GO 0.4 MILE TO A SIDE
 GB2526'ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 GB2526'A FORK, TAKE LEFT
 GB2526'FORK, AND GO 0.3 MILE TO TWO ROUND CONCRETE RESERVOIRS, TURN LEFT AND
 GB2526'GO UP HILL ON
 GB2526'TRACK ROAD FOR 0.95 MILE TO TOP OF HILL.  PACK SOUTH
 GB2526'FOR ABOUT 100 YARDS TO THE
 GB2526'STATION.
 GB2526'
 GB2526'STATION MARK IS ABOUT 30 YARDS SOUTHWEST OF THE HIGHEST PART OF HILL,
 GB2526'54 FEET SOUTHWEST OF A
 GB2526'10-INCH TRIANGLE BLAZED PINE TREE, 16.4 FEET WEST OF A
 GB2526'WITNESS SIGN AND 11 FEET EAST OF
 GB2526'A 36-INCH OAK TREE.  THE MARK IS A
 GB2526'STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB2526'OUTCROPPING BEDROCK, FLUSH,
 GB2526'AND IS STAMPED EAGLE 1961.
 GB2526'
 GB2526'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF THE EDGE OF A BANK AND ABOUT
 GB2526'1 FOOT LOWER THAN THE
 GB2526'STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GB2526'DRILL HOLE IN OUTCROPPING
 GB2526'BEDROCK, FLUSH, AND IS STAMPED EAGLE NO 1
 GB2526'1961.
 GB2526'
 GB2526'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE EDGE OF A BANK AND ABOUT
 GB2526'4 FEET LOWER THAN THE
 GB2526'STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GB2526'DRILL HOLE IN OUTCROPPING
 GB2526'BEDROCK, FLUSH, AND IS STAMPED EAGLE NO 2
 GB2526'1961.
 GB2526'
 GB2526'TRAVERSE STATION CARY WILL SERVE AS THE AZIMUTH MARK.  SEE
 GB2526'DESCRIPTION
 GB2526'THEREOF.
 GB2526'
 GB2526'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB2526
 GB2526                          STATION RECOVERY (1964)
 GB2526
 GB2526'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2526'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GB2526'CONDITION AND FOUND AS DESCRIBED.  THE ORIGINAL TO REACH IS
 GB2526'COMPLETELY ADEQUATE.  HORIZONTAL DISTANCES AND DIRECTIONS BETWEEN THE
 GB2526'STATION AND BOTH REFERENCE MARKS WERE FOUND TO CHECK THE 1961
 GB2526'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1470 ***********************************************************************
 GD1470  DESIGNATION -  EAGLE
 GD1470  PID         -  GD1470
 GD1470  STATE/COUNTY-  TN/HENRY
 GD1470  USGS QUAD   -  BUCHANAN (1971)
 GD1470
 GD1470                         *CURRENT SURVEY CONTROL
 GD1470  ___________________________________________________________________
 GD1470* NAD 83(1995)-  36 23 18.29495(N)    088 08 20.97347(W)     ADJUSTED  
 GD1470* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GD1470  ___________________________________________________________________
 GD1470  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GD1470  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GD1470
 GD1470  HORZ ORDER  -  SECOND
 GD1470
 GD1470.The horizontal coordinates were established by classical geodetic methods
 GD1470.and adjusted by the National Geodetic Survey in April 1999..
 GD1470
 GD1470.The orthometric height was scaled from a topographic map.
 GD1470
 GD1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1470
 GD1470.The geoid height was determined by GEOID03.
 GD1470
 GD1470;                    North         East     Units Scale Factor Converg.
 GD1470;SPC TN       -   230,111.130   408,091.962   MT  0.99999511   -1 15 08.5
 GD1470;SPC TN       -   754,956.27  1,338,881.71   sFT  0.99999511   -1 15 08.5
 GD1470;UTM  16      - 4,027,633.361   397,834.091   MT  0.99972860   -0 40 33.1
 GD1470
 GD1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1470!SPC TN       -   0.99997719  x   0.99999511  =   0.99997230
 GD1470!UTM  16      -   0.99997719  x   0.99972860  =   0.99970580
 GD1470
 GD1470|---------------------------------------------------------------------|
 GD1470| PID    Reference Object                     Distance      Geod. Az  |
 GD1470|                                                           dddmmss.s |
 GD1470| CG3984 EAGLE RM 1                           27.924 METERS 03234     |
 GD1470| CG3983 EAGLE AZ MK                                        0451518.0 |
 GD1470| CG3985 EAGLE RM 2                           25.253 METERS 15346     |
 GD1470| GD1485 PARIS CYLINDRICAL WATER TANK        APPROX.19.5 KM 2401122.2 |
 GD1470| GD1486 PARIS EPISCOPAL CHURCH SPIRE        APPROX.19.3 KM 2402320.2 |
 GD1470|---------------------------------------------------------------------|
 GD1470
 GD1470                          SUPERSEDED SURVEY CONTROL
 GD1470
 GD1470  NAD 83(1995)-  36 23 18.29859(N)    088 08 20.97533(W) AD(       ) 2
 GD1470  NAD 83(1995)-  36 23 18.29920(N)    088 08 20.98128(W) AD(       ) 2
 GD1470  NAD 83(1986)-  36 23 18.30377(N)    088 08 20.97481(W) AD(       ) 2
 GD1470  NAD 27      -  36 23 18.10500(N)    088 08 20.84100(W) AD(       ) 2
 GD1470
 GD1470.Superseded values are not recommended for survey control.
 GD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1470.See file dsdata.txt to determine how the superseded data were derived.
 GD1470
 GD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF9783427633(NAD 83)
 GD1470_MARKER: DS = TRIANGULATION STATION DISK
 GD1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1470
 GD1470  HISTORY     - Date     Condition        Report By
 GD1470  HISTORY     - 1934     MONUMENTED       CGS
 GD1470  HISTORY     - 1952     GOOD             TVA
 GD1470  HISTORY     - 1968     GOOD             CGS
 GD1470  HISTORY     - 1969     GOOD             CGS
 GD1470  HISTORY     - 1971     GOOD             TVA
 GD1470  HISTORY     - 1986     GOOD             USPSQD
 GD1470
 GD1470                          STATION DESCRIPTION
 GD1470
 GD1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1470'ABOUT 12 MILES NORTHEAST OF PARIS, 4 MILES EAST OF NORTH OF ELKHORN,
 GD1470'AND ON PROPERTY OF W. C. WEMBLY.  TO REACH STATION FROM COURTHOUSE
 GD1470'IN PARIS, FOLLOW ROUTE 76 EAST 11.95 MILES OR 1.25 MILES PAST OAK
 GD1470'GROVE CHURCH AND SCHOOL ON LEFT, TURN SHARPLY TO RIGHT AT FOUR MAIL
 GD1470'BOXES, GO 0.5 MILE, KEEP LEFT FORK AND CONTINUE 0.6 MILE, TURN
 GD1470'RIGHT ONTO DIM WOODS ROAD AT BLAZED TREE ON RIGHT, AND THEN GO 0.05
 GD1470'MILE THROUGH WOODS TO LARGE TRIANGLE-BLAZED TREE AND STATION.
 GD1470'STATION IS ON SMALL WOODED KNOLL, 21.5 FEET NORTH-NORTHWEST OF LARGE
 GD1470'BLAZED TREE, 2 FEET SOUTHWEST OF 10-INCH STUMP, AND 66.7 FEET WEST
 GD1470'OF DIM ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GD1470'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1470'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 15 FEET
 GD1470'SOUTHWEST OF DIM ROAD AND 91.69 FEET FROM STATION N 32 DEG 34 MIN E.
 GD1470'NO. 2 IS 30 FEET NORTHWEST OF CENTER LINE OF DIM
 GD1470'ROAD AND 83.49 FEET FROM STATION S 26 DEG 14 MIN E.
 GD1470'AZIMUTH MARK IS 21 FEET EAST OF CENTER LINE OF MAIN GRAVEL ROAD
 GD1470'REACHED BEFORE TURNING INTO DIM WOODS ROAD TO STATION, 25 FEET
 GD1470'NORTH OF TWIN OAK TREE LARGER ONE ABOUT 10 INCHES IN DIAMETER, AND
 GD1470'0.15 MILE FROM STATION S 45 DEG 16 MIN E.
 GD1470
 GD1470                          STATION RECOVERY (1952)
 GD1470
 GD1470'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952 (ETC)
 GD1470'NEW DESCRIPTION.  TO REACH FROM PARIS, TAKE ROUTE 76 TENN., OR U.S.
 GD1470'79 NE FOR 11.95 MILES AND TURN SHARP RIGHT ONTO ANTIOCH HARBOR ROAD,
 GD1470'GO 0.6 MILE AND KEEP LEFT FORK AND GO 0.5 MILE TURN RIGHT ON WOODS
 GD1470'ROAD LEADING TO A CABIN KNOWN AS PETE BOWLES CABIN.  STATION IS
 GD1470'APPROXIMATELY 100 FEET SOUTH OF CABIN.  STATION IS A BRONZE
 GD1470'TABLET SET IN CONCRETE POURED IN PLACE.  REFERENCE MARKS 1 AND 2
 GD1470'BRONZE TABLETS SET IN CONCRETE IN PLACE.  STEEL POST WITH CONTROL
 GD1470'MARKER, SIGN SET AT STATION ONLY AND 1 FOOT SOUTH OF MONUMENT.
 GD1470'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  STEEL POST WITH CONTROL
 GD1470'MARKER SIGN SET 1 FOOT NORTHWEST OF MONUMENT.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 12 MILES NE OF
 GD1470'PARIS, TENN.
 GD1470
 GD1470                          STATION RECOVERY (1968)
 GD1470
 GD1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1470'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1470'CONDITION.
 GD1470'
 GD1470'DUE TO CHANGES IN THE ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 GD1470'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1470'DESCRIPTION.
 GD1470'
 GD1470'THE STATION IS LOCATED ON THE SUMMIT OF A HEAVILY TIMBERED KNOLL ON
 GD1470'THE PROPERTY OF MR. LAWRENCE KING, ABOUT 12 MILES NORTHEAST OF PARIS
 GD1470'AND 4 MILES NORTH-NORTHEAST OF THE SMALL COMMUNITY OF ELKHORN.
 GD1470'
 GD1470'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1470'STREET HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1470'OFFICE IN THE SOUTHEAST ANGLE IN PARIS, GO EASTERLY ON STATE ROUTES
 GD1470'54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79 AND
 GD1470'STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY
 GD1470'79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON THE LEFT,
 GD1470'CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE 76 FOR 5.0
 GD1470'MILES TO COUNTY ROAD R-9995 ON THE RIGHT AND A LARGE SIGN ANTIOCH
 GD1470'HARBOR RESORT.  HERE TURN RIGHT AND GO SOUTH AND SOUTHEASTERLY
 GD1470'ON COUNTY ROAD R-9995 FOR 0.7 OF A MILE TO WHERE THE PAVED ROAD BEARS
 GD1470'RIGHT AT A CURVE AND A GRAVELED ROAD CONTINUES SOUTHEASTERLY.
 GD1470'HERE CONTINUE SOUTHEASTERLY AND EAST ON THE GRAVELED ROAD FOR
 GD1470'0.4 OF A MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO A SMALL
 GD1470'HUNTING LODGE, TURN RIGHT ON THIS DRIVEWAY AND GO SOUTHERLY ON A
 GD1470'WOODS ROAD FOR ABOUT 0.05 OF A MILE TO THE STATION ON THE RIGHT IN
 GD1470'WOODS AS DESCRIBED.
 GD1470'
 GD1470'THE STATION IS 134 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMALL
 GD1470'HUNTING LODGE, 64 FEET WEST OF THE APPROXIMATE CENTER OF THE WOODS
 GD1470'ROAD, 31 FEET SOUTH-SOUTHWEST OF A 12-INCH WHITE OAK TREE, 13 FEET
 GD1470'WEST OF A 12-INCH SHAGBARK HICKORY TREE, 9 FEET EAST OF A 14-INCH
 GD1470'BITTERNUT HICKORY TREE, AND 1.1 FEET NORTH OF A METAL WITNESS
 GD1470'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1470'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND THE
 GD1470'DISK IS STAMPED EAGLE 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 66 FEET SOUTHEAST
 GD1470'OF THE SOUTHEAST CORNER OF THE HUNTING LODGE, 17 FEET WEST OF THE
 GD1470'APPROXIMATE CENTER OF THE WOODS ROAD, AND ABOUT 2 FEET BELOW THE
 GD1470'ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 GD1470'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 GD1470'THE DISK IS STAMPED EAGLE NO 1 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 45 FEET WEST OF THE
 GD1470'APPROXIMATE CENTER OF THE WOODS ROAD, 5.5 FEET NORTH OF A 12-INCH
 GD1470'POST OAK TREE, AND ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.
 GD1470'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1470'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED EAGLE NO
 GD1470'2 1934.
 GD1470'
 GD1470'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 20 FEET SOUTHEAST OF
 GD1470'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH-NORTHWEST
 GD1470'OF A 10-INCH, TRIANGLE BLAZED, BLACK OAK TREE, AND 1.0 FOOT WEST OF
 GD1470'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GD1470'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1470'PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE AZI 1934.
 GD1470'
 GD1470'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE WOODS
 GD1470'ROAD FOR ABOUT 0.05 MILE TO THE GRAVELED ROAD, HERE TURN RIGHT AND
 GD1470'GO EAST, NORTHEAST AND NORTH ON THE GRAVELED ROAD FOR 0.15 OF A
 GD1470'MILE TO A ROADSIDE DUMP ON THE LEFT AND THE AZIMUTH MARK ON THE
 GD1470'RIGHT AS DESCRIBED.
 GD1470'
 GD1470'DUE TO NUMEROUS TREES AND BRUSH IN THE AREA, NO EFFORT WAS MADE TO
 GD1470'MEASURE BETWEEN THE REFERENCE MARKS.
 GD1470'
 GD1470'NOTE.  THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 GD1470'NORTH-NORTHEAST OF ELKHORN.
 GD1470
 GD1470                          STATION RECOVERY (1969)
 GD1470
 GD1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1470'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1470'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY A TALL LEANING TREE
 GD1470'AND PERMISSION TO CUT THIS TREE COULD NOT BE OBTAINED AT THIS TIME.
 GD1470'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN
 GD1470'THE REFERENCE MARKS, AND THE ANGLE OBTAINED AGREED WITH THE 1934
 GD1470'OBSERVATION WITHIN THE ALLOWABLE.  VERTICAL ANGLES WERE
 GD1470'OBSERVED, AND SLOPE MEASUREMENTS MADE BETWEEN THE STATION AND THE
 GD1470'REFERENCE MARKS AND BETWEEN THE REFERENCE MARKS.  WHEN THE SLOPE
 GD1470'DISTANCES WERE REDUCED TO HORIZONTAL, A DISCREPANCY OF 0.34 OF
 GD1470'A FOOT WAS NOTED BETWEEN THE STATION AND REFERENCE MARK NO. 1
 GD1470'AND 0.30 OF A FOOT BETWEEN THE STATION AND REFERENCE MARK NO.
 GD1470'2.
 GD1470'
 GD1470'FOLLOWING IS A NEW AND COMPLETED DESCRIPTION.
 GD1470'
 GD1470'THE STATION IS LOCATED ON THE SUMMIT OF A HEAVILY TIMBERED KNOLL ON
 GD1470'THE PROPERTY OF MR. LAWRENCE KING, ABOUT 12 MILES NORTHEAST OF PARIS
 GD1470'AND 4 MILES NORTH-NORTHEAST OF THE SMALL COMMUNITY OF ELKHORN.
 GD1470'
 GD1470'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1470'STREET HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1470'OFFICE IN THE SOUTHEAST ANGLE IN PARIS, GO EASTERLY ON STATE ROUTES
 GD1470'54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79 AND
 GD1470'STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY
 GD1470'79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON THE LEFT,
 GD1470'CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE 76 FOR 5.0
 GD1470'MILES TO COUNTY ROAD R-9995 ON THE RIGHT AND A LARGE SIGN, ANTIOCH
 GD1470'HARBOR RESORT.  HERE TURN RIGHT AND GO SOUTH AND SOUTHEASTERLY
 GD1470'ON COUNTY ROAD R-9995 FOR 0.7 OF A MILE TO WHERE THE PAVED ROAD BEARS
 GD1470'TO THE RIGHT AT A CURVE AND A GRAVELED ROAD CONTINUES SOUTHEASTERLY.
 GD1470'HERE CONTINUE SOUTHEASTERLY AND EAST ON THE GRAVELED ROAD FOR 0.4
 GD1470'OF A MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO A
 GD1470'SMALL HUNTING LODGE, TURN RIGHT ON THIS DRIVEWAY
 GD1470'AND GO SOUTHERLY ON A WOODS ROAD FOR ABOUT 0.05 OF A MILE TO THE
 GD1470'STATION ON THE RIGHT IN WOODS AS DESCRIBED.
 GD1470'
 GD1470'THE STATION IS 134 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMALL
 GD1470'HUNTING LODGE, 64 FEET WEST OF THE APPROXIMATE CENTER OF THE WOODS
 GD1470'ROAD, 31 FEET SOUTH-SOUTHWEST OF A 12-INCH WHITE OAK TREE, 13 FEET
 GD1470'WEST OF A 12-INCH SHAGBARK HICKORY TREE, 9 FEET EAST OF A 14-INCH
 GD1470'BITTERNUT HICKORY TREE, AND 1.1 FEET NORTH OF A METAL WITNESS
 GD1470'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1470'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND THE
 GD1470'DISK IS STAMPED EAGLE 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE KNOLL, 66 FEET
 GD1470'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HUNTING LODGE, 17 FEET WEST
 GD1470'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND ABOUT 2 FEET BELOW
 GD1470'THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 GD1470'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GD1470'AND THE DISK IS STAMPED EAGLE NO 1 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE KNOLL, 45 FEET
 GD1470'WEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 5.5 FEET NORTH OF
 GD1470'A 12-INCH POST OAK TREE, AND ABOUT 4 FEET BELOW THE ELEVATION OF
 GD1470'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1470'ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD1470'STAMPED EAGLE NO 2 1934.
 GD1470'
 GD1470'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1470'REFERENCE MARK NO. 2 IS 152.32 FEET - 46.427 METERS.
 GD1470'
 GD1470'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 20 FEET SOUTHEAST OF
 GD1470'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH-NORTHWEST
 GD1470'OF A 10-INCH, TRIANGLE BLAZED, BLACK OAK TREE, AND 1.0 FOOT WEST OF A
 GD1470'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 GD1470'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1470'PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE AZI 1934.
 GD1470'
 GD1470'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE WOODS
 GD1470'ROAD FOR ABOUT 0.05 OF A MILE TO THE GRAVELED ROAD, HERE TURN RIGHT
 GD1470'AND GO EAST, NORTHEAST AND NORTH ON THE GRAVELED ROAD FOR 0.15 OF A
 GD1470'MILE TO A ROADSIDE DUMP ON THE LEFT AND THE AZIMUTH MARK ON THE
 GD1470'RIGHT AS DESCRIBED.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES NNE
 GD1470'OF ELKHORN.
 GD1470
 GD1470                          STATION RECOVERY (1971)
 GD1470
 GD1470'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (ETC)
 GD1470'FOUND IN GOOD CONDITION AS DESCRIBED.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 12 MILES NE OF
 GD1470'PARIS.
 GD1470
 GD1470                          STATION RECOVERY (1986)
 GD1470
 GD1470'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1479 ***********************************************************************
 FD1479  DESIGNATION -  EAGLE
 FD1479  PID         -  FD1479
 FD1479  STATE/COUNTY-  TN/RUTHERFORD
 FD1479  USGS QUAD   -  CHAPEL HILL (1980)
 FD1479
 FD1479                         *CURRENT SURVEY CONTROL
 FD1479  ___________________________________________________________________
 FD1479* NAD 83(1995)-  35 44 07.77286(N)    086 40 09.86845(W)     ADJUSTED  
 FD1479* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 FD1479  ___________________________________________________________________
 FD1479  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FD1479  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FD1479
 FD1479  HORZ ORDER  -  SECOND
 FD1479
 FD1479.The horizontal coordinates were established by classical geodetic methods
 FD1479.and adjusted by the National Geodetic Survey in April 1999..
 FD1479
 FD1479.The orthometric height was scaled from a topographic map.
 FD1479
 FD1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1479
 FD1479.The geoid height was determined by GEOID03.
 FD1479
 FD1479;                    North         East     Units Scale Factor Converg.
 FD1479;SPC TN       -   155,775.174   539,446.316   MT  0.99994987   -0 23 30.8
 FD1479;SPC TN       -   511,072.38  1,769,833.46   sFT  0.99994987   -0 23 30.8
 FD1479;UTM  16      - 3,954,661.720   529,894.712   MT  0.99961101   +0 11 35.1
 FD1479
 FD1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1479!SPC TN       -   0.99994558  x   0.99994987  =   0.99989545
 FD1479!UTM  16      -   0.99994558  x   0.99961101  =   0.99955661
 FD1479
 FD1479|---------------------------------------------------------------------|
 FD1479| PID    Reference Object                     Distance      Geod. Az  |
 FD1479|                                                           dddmmss.s |
 FD1479| CG5724 EAGLE RM 1                            9.129 METERS 03514     |
 FD1479| CG5723 EAGLE AZ MK                                        0353912.7 |
 FD1479| CG5725 EAGLE RM 2                           11.558 METERS 30202     |
 FD1479|---------------------------------------------------------------------|
 FD1479
 FD1479                          SUPERSEDED SURVEY CONTROL
 FD1479
 FD1479  NAD 83(1995)-  35 44 07.77772(N)    086 40 09.87133(W) AD(       ) 2
 FD1479  NAD 83(1986)-  35 44 07.78295(N)    086 40 09.86912(W) AD(       ) 2
 FD1479  NAD 27      -  35 44 07.54400(N)    086 40 09.88200(W) AD(       ) 2
 FD1479
 FD1479.Superseded values are not recommended for survey control.
 FD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1479.See file dsdata.txt to determine how the superseded data were derived.
 FD1479
 FD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2989554662(NAD 83)
 FD1479_MARKER: DS = TRIANGULATION STATION DISK
 FD1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1479
 FD1479  HISTORY     - Date     Condition        Report By
 FD1479  HISTORY     - 1934     MONUMENTED       CGS
 FD1479
 FD1479                          STATION DESCRIPTION
 FD1479
 FD1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1479'ABOUT 1 MILE SOUTHWEST OF EAGLEVILLE, ON ROUNDED WOODED HILL
 FD1479'SOMETIMES KNOWN AS
 FD1479'WALLACE HILL, AND ON PROPERTY OF MR GLASSBY OF
 FD1479'EAGLEVILLE.  TO REACH FROM JUNCTION
 FD1479'OF STATE ROUTES 99 AND 16 IN
 FD1479'EAGLEVILLE, FOLLOW ROUTE 99 WEST 1.25 MILES TO TOP OF
 FD1479'GRADE AND RED
 FD1479'GATE ON LEFT AND FOLLOW ROAD THROUGH GATE ABOUT 0.25 MILE TO HOUSE IN
 FD1479'HOLLOW.  STATION
 FD1479'IS ON HILL 0.33 MILE SOUTH-SOUTHEAST OF THIS HOUSE,
 FD1479'8.65 FEET NORTH OF WIRE FENCE, 10
 FD1479'FEET SOUTH OF 10-INCH HACKBERRY
 FD1479'TREE WITH TRIANGULAR BLAZE, AND 15 FEET
 FD1479'EAST-SOUTHEAST OF 24-INCH
 FD1479'STUMP.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FD1479'DISKS IN
 FD1479'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1479'REFERENCE DISKS IN
 FD1479'CONCRETE.  NO 1 IS ON DOWN SLOPE OF
 FD1479'HILL, 21 FEET NORTHEAST OF 10-INCH
 FD1479'TRIANGLE-BLAZED HACKBERRY TREE,
 FD1479'AND 29.95 FEET FROM STATION N 35 DEG 14 MIN E.
 FD1479'NO 2 IS 4
 FD1479'FEET EAST OF TWIN HACKBERRY TREE IN LINE WITH STATION, 10 FEET NORTH
 FD1479'OF FENCE, AND
 FD1479'37.92 FEET FROM STATION N 57 DEG 58 MIN W.
 FD1479'AZIMUTH MARK IS IN NORTH EDGE OF
 FD1479'CULTIVATED FIELD, BENEATH TELEPHONE
 FD1479'LINES, 20 FEET SOUTH OF CENTERLINE OF ROUTE 99,
 FD1479'0.55 MILE EAST OF TOP
 FD1479'OF GRADE AND POINT WHERE ONE LEAVES HIGHWAY TO GO TO STATION,
 FD1479'ABOUT 150 FEET
 FD1479'WEST ALONG HIGHWAY FROM SMALL STONE BRIDGE LEADING TO WHITE
 FD1479'HOUSE, AND ABOUT 0.5 MILE
 FD1479'FROM STATION N 35 DEG 40 MIN E.
 FD1479'AZIMUTH FROM STATION TO EAGLEVILLE,
 FD1479'CHURCH SPIRE, DISTANT 1
 FD1479'MILE, IS N 61 DEG 07 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2428 ***********************************************************************
 FE2428  DESIGNATION -  EAGLE LOT WT 34
 FE2428  PID         -  FE2428
 FE2428  STATE/COUNTY-  TN/HAYWOOD
 FE2428  USGS QUAD   -  JONES (1981)
 FE2428
 FE2428                         *CURRENT SURVEY CONTROL
 FE2428  ___________________________________________________________________
 FE2428* NAD 83(1995)-  35 41 50.40809(N)    089 13 40.35526(W)     ADJUSTED  
 FE2428* NAVD 88     -                                                        
 FE2428  ___________________________________________________________________
 FE2428  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FE2428  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE2428
 FE2428  HORZ ORDER  -  THIRD
 FE2428
 FE2428.The horizontal coordinates were established by classical geodetic methods
 FE2428.and adjusted by the National Geodetic Survey in April 1999..
 FE2428
 FE2428
 FE2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2428
 FE2428.The geoid height was determined by GEOID03.
 FE2428
 FE2428;                    North         East     Units Scale Factor Converg.
 FE2428;SPC TN       -   156,151.733   307,921.956   MT  0.99995123   -1 53 23.0
 FE2428;SPC TN       -   512,307.81  1,010,240.62   sFT  0.99995123   -1 53 23.0
 FE2428;UTM  16      - 3,952,666.805   298,426.006   MT  1.00010072   -1 18 01.5
 FE2428
 FE2428                          SUPERSEDED SURVEY CONTROL
 FE2428
 FE2428  NAD 83(1995)-  35 41 50.41336(N)    089 13 40.35741(W) AD(       ) 4
 FE2428  NAD 83(1986)-  35 41 50.41948(N)    089 13 40.35590(W) AD(       ) 4
 FE2428  NAD 27      -  35 41 50.14600(N)    089 13 40.11100(W) AD(       ) 3
 FE2428
 FE2428.Superseded values are not recommended for survey control.
 FE2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2428.See file dsdata.txt to determine how the superseded data were derived.
 FE2428
 FE2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9842652667(NAD 83)
 FE2428_MARKER: 57 = LOOKOUT TOWER
 FE2428
 FE2428  HISTORY     - Date     Condition        Report By
 FE2428  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2428
 FE2428                          STATION DESCRIPTION
 FE2428
 FE2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2428'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER. IT IS
 FE2428'ABOUT 8 MILES NORTH OF BROWNSVILLE AND ABOUT 1/2 MILE NORTH OF
 FE2428'BELLE EAGLE. THE TOWER IS A 4 LEGGED STEEL STRUCTURE WITH A SMALL
 FE2428'BOXED INCLOSURE ON THE TOP. THE OVERALL HEIGHT OF THE TOWER IS
 FE2428'100 FEET.
 FE2428'
 FE2428'TO REACH THE TOWER FROM THE INTERSECTION OF HIGHWAY 54 AND A PAVED
 FE2428'SIDE ROAD WEST AT THE SOUTHEAST EDGE OF THE SMALL VILLAGE OF
 FE2428'BELLE EAGLE, GO NORTH ON HIGHWAY 54 FOR 1.3 MILES TO A SIDE ROAD
 FE2428'LEFT. TURN LEFT ON THE GRAVELED ROAD AND GO WEST FOR 0.5 MILE TO
 FE2428'A PRIVATED DRIVE AND GATE ON THE LEFT. TURN LEFT PASSING THROUGH THE
 FE2428'GATE AND GO SOUTH ON THE DIRT DRIVE FOR 0.4 MILE TO THE TOWER ON
 FE2428'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2340 ***********************************************************************
 GC2340  DESIGNATION -  EANES
 GC2340  PID         -  GC2340
 GC2340  STATE/COUNTY-  TN/DAVIDSON
 GC2340  USGS QUAD   -  WHITES CREEK (1994)
 GC2340
 GC2340                         *CURRENT SURVEY CONTROL
 GC2340  ___________________________________________________________________
 GC2340* NAD 83(1995)-  36 18 14.46594(N)    086 48 34.62085(W)     ADJUSTED  
 GC2340* NAVD 88     -       219.3    (meters)     719.     (feet)  VERTCON   
 GC2340  ___________________________________________________________________
 GC2340  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GC2340  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2340
 GC2340  HORZ ORDER  -  THIRD
 GC2340
 GC2340.The horizontal coordinates were established by classical geodetic methods
 GC2340.and adjusted by the National Geodetic Survey in April 1999..
 GC2340
 GC2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2340
 GC2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2340
 GC2340.The geoid height was determined by GEOID03.
 GC2340
 GC2340;                    North         East     Units Scale Factor Converg.
 GC2340;SPC TN       -   218,949.456   527,285.305   MT  0.99998196   -0 28 26.3
 GC2340;SPC TN       -   718,336.67  1,729,935.20   sFT  0.99998196   -0 28 26.3
 GC2340;UTM  16      - 4,017,686.199   517,092.685   MT  0.99960360   +0 06 45.8
 GC2340
 GC2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2340!SPC TN       -   0.99997020  x   0.99998196  =   0.99995216
 GC2340!UTM  16      -   0.99997020  x   0.99960360  =   0.99957381
 GC2340
 GC2340|---------------------------------------------------------------------|
 GC2340| PID    Reference Object                     Distance      Geod. Az  |
 GC2340|                                                           dddmmss.s |
 GC2340| CG5726 EANES RM 1                           11.338 METERS 10957     |
 GC2340| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 4.4 KM 1534341.2 |
 GC2340| GC0888 EANES AZ MK                                        1893620.7 |
 GC2340| GC1948 EANES RM 3                                         1895454.1 |
 GC2340| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.18.8 KM 1953510.5 |
 GC2340| CG5727 EANES RM 2                           14.482 METERS 31617     |
 GC2340|---------------------------------------------------------------------|
 GC2340
 GC2340                          SUPERSEDED SURVEY CONTROL
 GC2340
 GC2340  NAD 83(1995)-  36 18 14.46754(N)    086 48 34.62265(W) AD(       ) 3
 GC2340  NAD 83(1995)-  36 18 14.47052(N)    086 48 34.62372(W) AD(       ) 3
 GC2340  NAD 83(1986)-  36 18 14.47614(N)    086 48 34.62406(W) AD(       ) 3
 GC2340  NAD 27      -  36 18 14.28993(N)    086 48 34.63243(W) AD(       ) 3
 GC2340  NGVD 29 (07/19/86)  219.4    (m)          720.     (f) VERT ANG       
 GC2340
 GC2340.Superseded values are not recommended for survey control.
 GC2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2340.See file dsdata.txt to determine how the superseded data were derived.
 GC2340
 GC2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1709317686(NAD 83)
 GC2340_MARKER: DD = SURVEY DISK
 GC2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2340
 GC2340  HISTORY     - Date     Condition        Report By
 GC2340  HISTORY     - 1965     MONUMENTED       TNHD
 GC2340  HISTORY     - 1973     GOOD             NGS
 GC2340
 GC2340                          STATION DESCRIPTION
 GC2340
 GC2340'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2340'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF NASHVILLE AND ABOUT 2
 GC2340'MILES NORTHEAST OF WHITES CREEK.
 GC2340'
 GC2340'TO REACH THE STATION FROM THE POST OFFICE IN WHITES CREEK, GO NORTH
 GC2340'ON U.S. HIGHWAY 431 FOR ABOUT 100 FEET TO THE INTERSECTION OF
 GC2340'OLD HICKORY BOULEVARD. TURN RIGHT, EAST, AND GO 1.0 MILE ON OLD
 GC2340'HICKORY BOULEVARD TO A PAVED ROAD ON THE LEFT AT A BRIDGE (LICKTON
 GC2340'PIKE), TURN LEFT ON LICKTON PIKE AND GO NORTHERLY FOR 1.1 MILES TO
 GC2340'THE AZIMUTH MARK ON THE LEFT. CONTINUE ON LICKTON PIKE FOR 1.15
 GC2340'MILES TO A GRAVELED DRIVE ON THE LEFT LEADING TO A SMALL CHURCH
 GC2340'COVERED WITH RED BRICK SIDING. TURN LEFT, NORTHWEST, AND GO 0.05 MILE
 GC2340'TO THE CHURCH AND E.T.T. FROM THIS POINT PACK WESTERLY FROM THE
 GC2340'CHURCH TO THE TOP OF THE HILL AND THE STATION. THE STATION IS 78 FEET
 GC2340'SOUTH OF A 24-INCH HICKORY TREE AND ABOUT 75 FEET FROM THE TOP OF
 GC2340'THE HILL. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2340'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED EANES 1965.
 GC2340'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2340'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC2340'MONUMENT.
 GC2340'
 GC2340'REFERENCE MARK NO. 1 IS ABOUT 80 FEET SOUTHEAST OF THE TOP OF THE
 GC2340'HILL. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2340'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2340'AND THE DISK IS STAMPED EANES RM-1 1965.
 GC2340'
 GC2340'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF THE 24-INCH HICKORY
 GC2340'TREE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2340'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2340'THE DISK IS STAMPED EANES RM-2 1965.
 GC2340'
 GC2340'THE AZIMUTH MARK IS 24 FEET NORTH OF POWER POLE NO. 5505-13, 15 FEET
 GC2340'WEST OF THE APPROXIMATE CENTER OF LICKTON PIKE, 2.0 FEET NORTHEAST OF
 GC2340'A METAL WITNESS POST WITH SIGN AND 1 FOOT EAST OF A BARBED WIRE
 GC2340'FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2340'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2340'AND THE DISK IS STAMPED EANES AZI 1965.
 GC2340'
 GC2340'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2340'
 GC2340'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2340
 GC2340                          STATION RECOVERY (1973)
 GC2340
 GC2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GC2340'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2340'CONDITION.  THE AZIMUTH MARK IS NEAR A ROAD DITCH AND A GRADER
 GC2340'CLEARED AWAY FROM ITS SIDE AND IT IS FEARED THAT FUTURE GRADING
 GC2340'OPERATIONS WOULD POSSIBLY DESTROY THE MARK.  A NEW AZIMUTH MARK
 GC2340'WAS SET EANES 1965 RM NO. 3 1973).  THE STATION WAS THEN OCCUPIED
 GC2340'AND ALL HORIZONTAL ANGLES OBSERVED, USING NASHVILLE, TV STATION WLAC
 GC2340'MAST (1959) AS THE INITIAL.  IN CHECKING THE HORIZONTAL ANGLES
 GC2340'OBSERVED THIS DATE AGAINST THE 1965 OBSERVATIONS THE ANGLES BETWEEN
 GC2340'WLAC AND THE ORIGINAL AZIMUTH MARK FAILED TO MEET THE 05 INCH CHECK
 GC2340'BY -01.5 INCH, HOWEVER, THE REFERENCE MARKS CHECKED WELL WITHIN
 GC2340'THE REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 GC2340'BETWEEN THE STATION AND THE REFERENCE MARKS, A DISCREPANCY OF -0.03
 GC2340'OF A FOOT WAS NOTED FOR RM NO. 1 AND -0.05 OF A FOOT FOR RM. NO.
 GC2340'2.  THE AZIMUTH MARK ONLY AT THIS STATION WAS A BENCH MARK.
 GC2340'ELEVATIONS WERE TRANSFERRED FROM EANES AZI. 1965 TO NEW AZIMUTH
 GC2340'MARK EANES 1965 RM NO. 3 1972 AND AFTER ALL WORK WAS COMPLETED
 GC2340'AND THE RECORDS CHECKED, THE ORIGINAL AZIMUTH MARK WAS
 GC2340'DESTROYED AND THE DISK REMOVED.
 GC2340'
 GC2340'A NEW AND COMPLETED DESCRIPTION FOLLOWS--
 GC2340'
 GC2340'THE STATION IS 10 MILES NORTH OF NASHVILLE, TENNESSEE, ABOUT 2 MILES
 GC2340'NORTHEAST OF WHITES CREEK.
 GC2340'
 GC2340'TO REACH THE STATION FROM THE POST OFFICE IN WHITES CREEK, GO
 GC2340'NORTHERLY ON U. S. HIGHWAY 431 FOR ABOUT 0.05 OF A MILE TO THE
 GC2340'TRAFFIC LIGHT AT THE INTERSECTION OF OLD HICKORY BLVD.  HERE TURN
 GC2340'LEFT ON OLD HICKORY BLVD. AND GO EASTERLY FOR 1.0 MILE TO THE
 GC2340'INTERSECTION OF LICKTON PIKE ON THE LEFT (JUST BEFORE CROSSING
 GC2340'SMALL CONCRETE BRIDGE).  HERE TURN LEFT ON LICKTON PIKE AND GO
 GC2340'NORTHERLY FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 GC2340'DESCRIBED.  CONTINUE NORTHERLY ON LICKTON PIKE FOR 0.35 OF A MILE TO
 GC2340'THE INTERSTATE 24 GRADE SEPARATION OVERPASS, CONTINUE NORTHERLY
 GC2340'ON LICKTON PIKE FOR 0.6 OF A MILE TO THE INTERSECTION OF CLAY LICK
 GC2340'PIKE ON THE LEFT, CONTINUE NORTHERLY ON LICKTON PIKE FOR 0.15 OF A
 GC2340'MILE TO A GRAVELED DRIVE LEFT LEADING INTO A SMALL BAPTIST CHURCH
 GC2340'AND CEMETERY.  HERE TURN LEFT ON THIS GRAVELED DRIVE AND GO
 GC2340'NORTHWESTERLY FOR ABOUT 0.05 OF A MILE TO THE CHURCH AND E. T. T.
 GC2340'FROM THIS POINT PACK WESTERLY THROUGH WOODS, UP STEEP HILL TO TOP
 GC2340'OF CEDAR COVERED KNOLL AND THE STATION AS DESCRIBED.  THIS IS
 GC2340'ABOUT A 10-MINUTE PACK.
 GC2340'
 GC2340'STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED
 GC2340'EANES 1965 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GC2340'FLUSH, ABOUT 5 FEET BELOW SUMMIT OF KNOLL, 78 FEET SOUTHEAST OF A
 GC2340'28-INCH HICKORY TREE, 30 FEET SOUTH-SOUTHWEST OF A SMALL CEDAR
 GC2340'TREE, 18 FEET SOUTHEAST OF A 6-INCH CEDAR TREE, 38.5 FEET WEST OF A
 GC2340'6-INCH FORKED TRUNKED CEDAR TREE, 1.0 FEET SOUTH OF METAL WITNESS
 GC2340'POST AND SIGN, LOCATED ON SOUTH SLOPE OF CEDAR AND BRUSH COVERED
 GC2340'GRASSY KNOLL.
 GC2340'
 GC2340'REFERENCE MARK NO 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2340'SET IN CONCRETE 12-IN. SQ. FLUSH WITH THE GROUND AND IS STAMPED
 GC2340'EANES RM 1 1965, 1.5 FEET NORTHWEST OF 6-INCH FORKED TRUNKED CEDAR
 GC2340'TREE, 37 FEET EAST-SOUTHEAST OF SMALL CEDAR TREE, ON SOUTHEAST
 GC2340'SLOPE OF KNOLL ABOUT 2.5 FEET BELOW STATION ELEVATION.
 GC2340'
 GC2340'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2340'SET IN 12 INCH SQUARE CONCRETE FLUSH WITH THE GROUND, 30 FEET
 GC2340'EAST-SOUTHEAST OF 28 INCH HICKORY TREE, 29 FEET WEST-NORTHWEST OF A
 GC2340'6-INCH CEDAR TREE, ON WEST SLOPE OF KNOLL ABOUT 4 FEET BELOW
 GC2340'STATION.
 GC2340'
 GC2340'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK CEMENTED IN A
 GC2340'DRILL HOLE AND IS STAMPED EANES NO. 3 1965 1973, IN THE NORTHEAST
 GC2340'CORNER OF STONE WALL AT SOUTHEAST CORNER OF OLD SPRING HOUSE
 GC2340'FOOTING, 1.2 FEET WEST OF MILE POST STATION, 75 FEET SOUTH OF
 GC2340'UTILITY POLE, 52 FEET SOUTH OF APPROXIMATE CENTERLINE GRAVELED
 GC2340'DRIVEWAY, 57 FEET NORTH OF OLD ENTRANCE GAP IN STONE WALL, 25 FEET
 GC2340'WEST OF APPROXIMATE CENTERLINE LICKTON PIKE ABOUT 2-1/2 FEET
 GC2340'ABOVE GROUND AND ON PROPERTY OF RANDOLPH ESTATE.  PERMISSION
 GC2340'GRANTED.  APPROXIMATELY 1.1 MILES SOUTH OF TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0888 ***********************************************************************
 GC0888  DESIGNATION -  EANES AZ MK
 GC0888  PID         -  GC0888
 GC0888  STATE/COUNTY-  TN/DAVIDSON
 GC0888  USGS QUAD   -  WHITES CREEK (1994)
 GC0888
 GC0888                         *CURRENT SURVEY CONTROL
 GC0888  ___________________________________________________________________
 GC0888* NAD 83(1986)-  36 17 19.     (N)    086 48 46.     (W)     SCALED    
 GC0888* NAVD 88     -       151.170  (meters)     495.96   (feet)  ADJUSTED  
 GC0888  ___________________________________________________________________
 GC0888  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0888  DYNAMIC HT  -         151.041 (meters)     495.54  (feet)  COMP
 GC0888  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GC0888
 GC0888  VERT ORDER  -  SECOND    CLASS 0
 GC0888
 GC0888.The horizontal coordinates were scaled from a topographic map and have
 GC0888.an estimated accuracy of +/- 6 seconds.
 GC0888
 GC0888.The orthometric height was determined by differential leveling
 GC0888.and adjusted by the National Geodetic Survey in June 1991..
 GC0888
 GC0888.The geoid height was determined by GEOID03.
 GC0888
 GC0888.The dynamic height is computed by dividing the NAVD 88
 GC0888.geopotential number by the normal gravity value computed on the
 GC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0888.degrees latitude (g = 980.6199 gals.).
 GC0888
 GC0888.The modeled gravity was interpolated from observed gravity values.
 GC0888
 GC0888;                    North         East    Units  Estimated Accuracy
 GC0888;SPC TN       -   217,240.      526,990.      MT  (+/- 180 meters Scaled)
 GC0888
 GC0888                          SUPERSEDED SURVEY CONTROL
 GC0888
 GC0888  NGVD 29 (??/??/92)  151.213  (m)          496.10   (f) ADJ UNCH    2 0
 GC0888
 GC0888.Superseded values are not recommended for survey control.
 GC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0888.See file dsdata.txt to determine how the superseded data were derived.
 GC0888
 GC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF168159(NAD 83)
 GC0888_MARKER: DD = SURVEY DISK
 GC0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0888_STAMPING: EANES AZI 1965
 GC0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0888+STABILITY: SURFACE MOTION
 GC0888
 GC0888  HISTORY     - Date     Condition        Report By
 GC0888  HISTORY     - 1965     MONUMENTED       TNHD
 GC0888
 GC0888                          STATION DESCRIPTION
 GC0888
 GC0888'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0888'2 MI NE FROM WHITE CREEK.
 GC0888'FROM THE POST OFFICE IN WHITES CREEK, GO NORTH ON U.S. HIGHWAY
 GC0888'431 FOR ABOUT 100 FEET TO THE INTERSECTION OF OLD HICKORY
 GC0888'BOULEVARD.  TURN RIGHT, EAST, AND GO 1.0 MILE ON OLD HICKORY
 GC0888'BOULEVARD TO A PAVED ROAD ON THE LEFT AT A BRIDGE (LICKTON PIKE),
 GC0888'TURN LEFT ON LICKTON PIKE AND GO NORTHERLY FOR 1.1 MILES TO THE
 GC0888'MARK ON THE LEFT, 24 FEET NORTH OF POWER POLE NO. 5505-13, 15 FEET
 GC0888'WEST OF THE APPROXIMATE CENTER OF LICKTON PIKE, 2.0 FEET
 GC0888'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT EAST
 GC0888'OF A BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0888'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0888'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1948 ***********************************************************************
 GC1948  DESIGNATION -  EANES RM 3
 GC1948  PID         -  GC1948
 GC1948  STATE/COUNTY-  TN/DAVIDSON
 GC1948  USGS QUAD   -  WHITES CREEK (1994)
 GC1948
 GC1948                         *CURRENT SURVEY CONTROL
 GC1948  ___________________________________________________________________
 GC1948* NAD 83(1986)-  36 17 19.     (N)    086 48 46.     (W)     SCALED    
 GC1948* NAVD 88     -       151.89   (meters)     498.3    (feet)  RESET     
 GC1948  ___________________________________________________________________
 GC1948  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1948
 GC1948  VERT ORDER  -  THIRD
 GC1948
 GC1948.The horizontal coordinates were scaled from a topographic map and have
 GC1948.an estimated accuracy of +/- 6 seconds.
 GC1948
 GC1948.The orthometric height was computed from unverified reset data.
 GC1948.No vertical observational check was made to the station.
 GC1948
 GC1948.The geoid height was determined by GEOID03.
 GC1948
 GC1948;                    North         East    Units  Estimated Accuracy
 GC1948;SPC TN       -   217,240.      526,990.      MT  (+/- 180 meters Scaled)
 GC1948
 GC1948                          SUPERSEDED SURVEY CONTROL
 GC1948
 GC1948  NGVD 29 (10/12/01)  151.96   (m)          498.6    (f) RESET       3  
 GC1948
 GC1948.Superseded values are not recommended for survey control.
 GC1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1948.See file dsdata.txt to determine how the superseded data were derived.
 GC1948
 GC1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF168159(NAD 83)
 GC1948_MARKER: DR = REFERENCE MARK DISK
 GC1948_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1948_SP_SET: WALL
 GC1948_STAMPING: EANES NO 3 1965 1973
 GC1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1948+STABILITY: SURFACE MOTION
 GC1948
 GC1948  HISTORY     - Date     Condition        Report By
 GC1948  HISTORY     - 1973     MONUMENTED       NGS
 GC1948  HISTORY     - 20060913 GOOD             INDIV
 GC1948
 GC1948                          STATION DESCRIPTION
 GC1948
 GC1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GC1948'2.0 MI NE FROM WHITE CREEK.
 GC1948'FROM THE POST OFFICE IN WHITE CREEK, GO NORTHERLY ON U.S. HIGHWAY
 GC1948'431 FOR ABOUT 0.05 OF A MILE TO THE TRAFFIC LIGHT AT THE INTERSECTION
 GC1948'OF OLD HICKORY BLVD., TURN LEFT ON OLD HICKORY BLVD. AND GO
 GC1948'EASTERLY FOR 1.0 MILE TO THE INTERSECTION OF LICKTON PIKE ON THE
 GC1948'LEFT (JUST BEFORE CROSSING SMALL CONCRETE BRIDGE),  TURN LEFT
 GC1948'ON LICKTON PIKE AND GO NORTHERLY FOR 1.1 MILES TO THE MARK ON THE
 GC1948'LEFT, IN THE NORTHEAST CORNER OF STONE WALL AT SOUTHEAST CORNER OF
 GC1948'OLD SPRING HOUSE FOOTING, 112 FEET WEST OF MILE POST STATION, 75
 GC1948'FEET SOUTH OF UTILITY POLE, 52 FEET SOUTH OF APPROXIMATE CENTERLINE
 GC1948'GRAVELED DRIVEWAY, 57 FEET NORTH OF OLD ENTRANCE GAP IN STONE WALL
 GC1948'25 FEET WEST APPROXIMATE CENTERLINE LICKTON PIKE, AND ON PROPERTY
 GC1948'OF RANDOLPH ESTATE.
 GC1948'THE MARK IS 2.5 FT ABOVE GROUND.
 GC1948
 GC1948                          STATION RECOVERY (2006)
 GC1948
 GC1948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJC)
 GC1948'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2542 ***********************************************************************
 GC2542  DESIGNATION -  EAST SIDE
 GC2542  PID         -  GC2542
 GC2542  STATE/COUNTY-  TN/DICKSON
 GC2542  USGS QUAD   -  WHITE BLUFF (1983)
 GC2542
 GC2542                         *CURRENT SURVEY CONTROL
 GC2542  ___________________________________________________________________
 GC2542* NAD 83(1995)-  36 02 19.39858(N)    087 14 57.23092(W)     ADJUSTED  
 GC2542* NAVD 88     -       235.9    (meters)     774.     (feet)  VERTCON   
 GC2542  ___________________________________________________________________
 GC2542  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GC2542  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC2542
 GC2542  HORZ ORDER  -  THIRD
 GC2542
 GC2542.The horizontal coordinates were established by classical geodetic methods
 GC2542.and adjusted by the National Geodetic Survey in April 1999..
 GC2542
 GC2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2542
 GC2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2542
 GC2542.The geoid height was determined by GEOID03.
 GC2542
 GC2542;                    North         East     Units Scale Factor Converg.
 GC2542;SPC TN       -   189,930.263   487,427.982   MT  0.99995476   -0 43 52.9
 GC2542;SPC TN       -   623,129.54  1,599,169.97   sFT  0.99995476   -0 43 52.9
 GC2542;UTM  16      - 3,988,272.013   477,548.384   MT  0.99960621   -0 08 47.9
 GC2542
 GC2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2542!SPC TN       -   0.99996749  x   0.99995476  =   0.99992225
 GC2542!UTM  16      -   0.99996749  x   0.99960621  =   0.99957371
 GC2542
 GC2542:                Primary Azimuth Mark                     Grid Az
 GC2542:SPC TN       -  WHITE BLUFF MUNICIPAL TANK               020 17 55.0
 GC2542:UTM  16      -  WHITE BLUFF MUNICIPAL TANK               019 42 50.0
 GC2542
 GC2542|---------------------------------------------------------------------|
 GC2542| PID    Reference Object                     Distance      Geod. Az  |
 GC2542|                                                           dddmmss.s |
 GC2542| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 7.9 KM 0193402.1 |
 GC2542| GC2545 TT 10 D                              20.870 METERS 09145     |
 GC2542| CG5732 EAST SIDE AZ MK RESET                              0994548.0 |
 GC2542| CG5733 EAST SIDE RM 1                       23.576 METERS 17733     |
 GC2542| CG5731 EAST SIDE AZ MK                                    2922717.2 |
 GC2542|---------------------------------------------------------------------|
 GC2542
 GC2542                          SUPERSEDED SURVEY CONTROL
 GC2542
 GC2542  NAD 83(1995)-  36 02 19.40037(N)    087 14 57.23411(W) AD(       ) 3
 GC2542  NAD 83(1995)-  36 02 19.40106(N)    087 14 57.23411(W) AD(       ) 3
 GC2542  NAD 83(1986)-  36 02 19.40900(N)    087 14 57.23382(W) AD(       ) 3
 GC2542  NAD 27      -  36 02 19.18700(N)    087 14 57.20100(W) AD(       ) 3
 GC2542  NGVD 29 (07/19/86)  235.9    (m)          774.     (f) VERT ANG       
 GC2542
 GC2542.Superseded values are not recommended for survey control.
 GC2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2542.See file dsdata.txt to determine how the superseded data were derived.
 GC2542
 GC2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7754888272(NAD 83)
 GC2542_MARKER: DD = SURVEY DISK
 GC2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2542
 GC2542  HISTORY     - Date     Condition        Report By
 GC2542  HISTORY     - 1953     MONUMENTED       CGS
 GC2542  HISTORY     - 1959     GOOD             CGS
 GC2542
 GC2542                          STATION DESCRIPTION
 GC2542
 GC2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2542'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF WHITE BLUFF AND 1 MILE
 GC2542'EAST OF THE COMMUNITY OF EAST SIDE.  IT IS 129 FEET WEST OF THE
 GC2542'INTERSECTION OF TWO GRAVEL ROADS, 50 FEET NORTH OF THE CENTER OF A
 GC2542'GRAVEL ROAD AND 19 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 3
 GC2542'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GC2542'AND THE DISK STAMPED EAST SIDE 1953.
 GC2542'
 GC2542'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF A GRAVEL ROAD AND 3 FEET
 GC2542'WEST OF A 6 INCH OAK TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2542'THE DISK STAMPED EAST SIDE NO. 1 1953.
 GC2542'
 GC2542'TT 10 D (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 59 FEET WEST
 GC2542'OF THE INTERSECTION OF TWO GRAVEL ROADS, 20 FEET NORTH OF A
 GC2542'GRAVEL ROAD AND 16 FEET SOUTH OF A GRAVEL ROAD.  THE MARK IS A 6 X 6
 GC2542'INCH CONCRETE POST WITH A BRONZE U.S. GEOLOGICAL SURVEY DISK.
 GC2542'THE MARK PROJECTS ABOUT 2 INCHES AND IS STAMPED TT STA NO. 10 D
 GC2542'1929.
 GC2542'
 GC2542'AZIMUTH MARK IS 100 FEET NORTH OF THE INTERSECTION OF A GRAVEL T ROAD
 GC2542'51 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF
 GC2542'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 GC2542'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED EAST SIDE 1953.
 GC2542'
 GC2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2542'HIGHWAY 47 IN WHITE BLUFF GO EAST ON HIGHWAY 70 FOR 0.4 MILE TO
 GC2542'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO RAILROAD TRACKS,
 GC2542'CROSS THE TRACKS AND GO 0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GC2542'GO 1.55 MILES TO A STREAM, FORD THE STREAM AND GO 0.45 MILE TO A SIDE
 GC2542'ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.95 MILES TO A SIDE
 GC2542'ROAD RIGHT, TURN RIGHT AND GO 0.9 MILE TO A FORK (*) AND STATION AS
 GC2542'DESCRIBED.
 GC2542'
 GC2542'(*) TO REACH AZIMUTH MARK TAKE RIGHT FORK AND GO 0.1 MILE TO A GRAVEL
 GC2542'T ROAD AND AZIMUTH MARK AS DESCRIBED.
 GC2542'
 GC2542'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2542
 GC2542                          STATION RECOVERY (1959)
 GC2542
 GC2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2542'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2542'DUE TO ROAD CHANGES THE AZIMUTH MARK WAS LOCATED IN A PLOWED FIELD.
 GC2542'THE OLD AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK WAS
 GC2542'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 GC2542'
 GC2542'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF WHITE BLUFF AND ABOUT
 GC2542'1.0 MILE EAST OF THE COMMUNITY OF EAST SIDE.
 GC2542'
 GC2542'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO SOUTH ON MAIN
 GC2542'STREET FOR ABOUT 50 YARDS TO CHURCH STREET, TURN RIGHT AND GO
 GC2542'SOUTHERLY ON CHURCH STREET (STATE HIGHWAY NO. 47) FOR 0.15 MILE TO
 GC2542'STATE HIGHWAY NO. 96, TURN RIGHT AND GO SOUTHEAST ON STATE
 GC2542'HIGHWAY NO. 96 FOR 2.0 MILES TO A CONCRETE BRIDGE OVER BEAVER DAM
 GC2542'CREEK, CONTINUE SOUTHEAST ON STATE HIGHWAY NO. 96 FOR 2.0 MILES
 GC2542'TO A OILED ROAD LEADING SHARP TO THE RIGHT, TURN RIGHT AND GO WEST ON
 GC2542'THE OILED ROAD FOR 0.15 MILE TO A FORK AND THE STATION AS
 GC2542'DESCRIBED.
 GC2542'
 GC2542'STATION MARK IS 129 FEET WEST OF THE INTERSECTION OF THE OILED ROAD
 GC2542'AND THE GRAVELED ROAD, 50 FEET NORTH OF THE CENTER OF THE OILED
 GC2542'ROAD, 19 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET
 GC2542'EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE
 GC2542'SURFACE OF THE GROUND AND IS STAMPED EAST SIDE 1953.
 GC2542'
 GC2542'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE CENTER OF THE OILED ROAD
 GC2542'AND 3 FEET WEST OF A 6-INCH OAK TREE.  THE MARK PROJECTS 2 INCHES
 GC2542'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED EAST SIDE NO. 1 1953.
 GC2542'
 GC2542'TT 10 D (USGS) WAS USED AS REFERENCE MARK NO. 2.  THE MARK IS 59 FEET
 GC2542'WEST OF THE CENTER OF THE INTERSECTION OF THE OILED ROAD AND THE
 GC2542'GRAVELED ROAD, 20 FEET NORTH OF THE CENTER OF THE OILED ROAD AND 16
 GC2542'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK IS A
 GC2542'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6X6 INCH
 GC2542'CONCRETE POST, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GC2542'IS STAMPED TT STA NO. 10 D 1929.
 GC2542'
 GC2542'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 96
 GC2542'AND 8 FEET EAST OF A 10-INCH OAK TREE.  THE MARK IS SET FLUSH
 GC2542'WITH THE SURFACE OF THE GROUND AND IS STAMPED EAST SIDE 1953 RESET
 GC2542'1959.
 GC2542'
 GC2542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE OILED ROAD
 GC2542'FOR 0.15 MILE TO STATE HIGHWAY NO. 96, CONTINUE STRAIGHT AHEAD ON
 GC2542'STATE HIGHWAY NO. 96 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GC2542'DESCRIBED.
 GC2542'
 GC2542'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0252 ***********************************************************************
 FC0252  DESIGNATION -  EATON
 FC0252  PID         -  FC0252
 FC0252  STATE/COUNTY-  TN/LOUDON
 FC0252  USGS QUAD   -  LENOIR CITY (1986)
 FC0252
 FC0252                         *CURRENT SURVEY CONTROL
 FC0252  ___________________________________________________________________
 FC0252* NAD 83(1995)-  35 50 23.65028(N)    084 16 49.65517(W)     ADJUSTED  
 FC0252* NAVD 88     -       317.044  (meters)    1040.17   (feet)  ADJUSTED  
 FC0252  ___________________________________________________________________
 FC0252  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FC0252  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0252  DYNAMIC HT  -         316.743 (meters)    1039.18  (feet)  COMP
 FC0252  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0252
 FC0252  HORZ ORDER  -  SECOND
 FC0252  VERT ORDER  -  SECOND    CLASS 0
 FC0252
 FC0252.The horizontal coordinates were established by classical geodetic methods
 FC0252.and adjusted by the National Geodetic Survey in April 1999..
 FC0252
 FC0252.The orthometric height was determined by differential leveling
 FC0252.and adjusted by the National Geodetic Survey in June 1991..
 FC0252
 FC0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0252
 FC0252.The geoid height was determined by GEOID03.
 FC0252
 FC0252.The dynamic height is computed by dividing the NAVD 88
 FC0252.geopotential number by the normal gravity value computed on the
 FC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0252.degrees latitude (g = 980.6199 gals.).
 FC0252
 FC0252.The modeled gravity was interpolated from observed gravity values.
 FC0252
 FC0252;                    North         East     Units Scale Factor Converg.
 FC0252;SPC TN       -   168,517.022   755,336.842   MT  0.99994841   +1 00 24.1
 FC0252;SPC TN       -   552,876.26  2,478,134.29   sFT  0.99994841   +1 00 24.1
 FC0252;UTM  16      - 3,969,606.313   745,629.381   MT  1.00034352   +1 35 35.3
 FC0252
 FC0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0252!SPC TN       -   0.99995505  x   0.99994841  =   0.99990346
 FC0252!UTM  16      -   0.99995505  x   1.00034352  =   1.00029856
 FC0252
 FC0252|---------------------------------------------------------------------|
 FC0252| PID    Reference Object                     Distance      Geod. Az  |
 FC0252|                                                           dddmmss.s |
 FC0252| FC0253 EATON RM 1                            9.885 METERS 07040     |
 FC0252| FC0251 EATON RM 2                           10.659 METERS 24417     |
 FC0252| FC0250 EATON AZ MK                                        2481254.9 |
 FC0252|---------------------------------------------------------------------|
 FC0252
 FC0252                          SUPERSEDED SURVEY CONTROL
 FC0252
 FC0252  NAD 83(1995)-  35 50 23.65815(N)    084 16 49.65395(W) AD(       ) 2
 FC0252  NAD 83(1986)-  35 50 23.66389(N)    084 16 49.65206(W) AD(       ) 2
 FC0252  NAD 27      -  35 50 23.38500(N)    084 16 49.93920(W) AD(       ) 2
 FC0252  NGVD 29 (??/??/92)  317.150  (m)         1040.52   (f) ADJ UNCH    2 0
 FC0252
 FC0252.Superseded values are not recommended for survey control.
 FC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0252.See file dsdata.txt to determine how the superseded data were derived.
 FC0252
 FC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4562969606(NAD 83)
 FC0252_MARKER: DE = TRAVERSE STATION DISK
 FC0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0252_STAMPING: EATON 1961
 FC0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0252+STABILITY: SURFACE MOTION
 FC0252
 FC0252  HISTORY     - Date     Condition        Report By
 FC0252  HISTORY     - 1961     MONUMENTED       CGS
 FC0252  HISTORY     - 1961     GOOD             CGS
 FC0252  HISTORY     - 1980     GOOD             NGS
 FC0252
 FC0252                          STATION DESCRIPTION
 FC0252
 FC0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0252'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LENOIR CITY AND ABOUT 1
 FC0252'MILE EAST OF EATON CROSSROAD ALONG THE SOUTH SIDE OF U.S.
 FC0252'HIGHWAY 70.
 FC0252'
 FC0252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC0252'HIGHWAY 95 AT THE EATON SCHOOL, GO EAST ON U.S.  HIGHWAY 70 FOR
 FC0252'0.55 MILE TO THE AZIMUTH ON THE LEFT, CONTINUE FOR 0.25 MILE TO THE
 FC0252'STATION ON THE RIGHT JUST BEFORE REACHING ROYS TRUCK STOP ON THE
 FC0252'LEFT.
 FC0252'
 FC0252'THE STATION IS 28 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 4 FEET
 FC0252'NORTH OF A FENCE LINE AND 3.1 FEET NORTHEAST OF A WITNESS POST. IT
 FC0252'IS A STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED EATON 1961.
 FC0252'
 FC0252'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF U.S. HIGHWAY 70 AND 1 FOOT
 FC0252'NORTH OF A FENCE LINE. IT IS A STANDARD DISK, FLUSH, AND IS STAMPED
 FC0252'EATON NO. 1 1961.
 FC0252'
 FC0252'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF U.S. HIGHWAY 70 AND 1 FOOT
 FC0252'NORTH OF A FENCE LINE. IT IS A STANDARD DISK, FLUSH, AND IS STAMPED
 FC0252'EATON NO. 2 1961.
 FC0252'
 FC0252'THE AZIMUTH MARK IS 18 FEET NORTH OF U.S. HIGHWAY 70, 6 FEET SOUTH OF
 FC0252'A TELEPHONE POLE, 2 FEET NORTHEAST OF J.C.  SHINPAUGHS MAIL
 FC0252'BOX AND 1.9 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK,
 FC0252'FLUSH, AND IS STAMPED EATON 1961.
 FC0252'
 FC0252'HEIGHT OF LIGHT ABOVE STATION MARK 2.14 METERS.
 FC0252
 FC0252                          STATION RECOVERY (1961)
 FC0252
 FC0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0252'0.8 MI E FROM EATON CROSSROADS.
 FC0252'FROM THE JUNCTION OF U.S. HIGHWAY AND STATE HIGHWAY 95 AT EATON
 FC0252'SCHOOL.  GO 0.8 MILE EAST ON U.S. HIGHWAY 70 TO THE STATION ON THE
 FC0252'RIGHT JUST BEFORE REACHING ROYS TRUCK STOP.  THE STATION MARK IS 28
 FC0252'FT. SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 4 FT. NORTH OF A FENCE
 FC0252'LINE AND 3.1 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0252'OF A CONCRETE POST SET FLUSH WITH THE GROUND AND ABOUT LEVEL
 FC0252'WITH THE HIGHWAY.
 FC0252
 FC0252                          STATION RECOVERY (1980)
 FC0252
 FC0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0250 ***********************************************************************
 FC0250  DESIGNATION -  EATON AZ MK
 FC0250  PID         -  FC0250
 FC0250  STATE/COUNTY-  TN/LOUDON
 FC0250  USGS QUAD   -  LENOIR CITY (1986)
 FC0250
 FC0250                         *CURRENT SURVEY CONTROL
 FC0250  ___________________________________________________________________
 FC0250* NAD 83(1986)-  35 50 18.     (N)    084 17 08.     (W)     SCALED    
 FC0250* NAVD 88     -       306.247  (meters)    1004.75   (feet)  ADJUSTED  
 FC0250  ___________________________________________________________________
 FC0250  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0250  DYNAMIC HT  -         305.956 (meters)    1003.79  (feet)  COMP
 FC0250  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FC0250
 FC0250  VERT ORDER  -  SECOND    CLASS 0
 FC0250
 FC0250.The horizontal coordinates were scaled from a topographic map and have
 FC0250.an estimated accuracy of +/- 6 seconds.
 FC0250
 FC0250.The orthometric height was determined by differential leveling
 FC0250.and adjusted by the National Geodetic Survey in June 1991..
 FC0250
 FC0250.The geoid height was determined by GEOID03.
 FC0250
 FC0250.The dynamic height is computed by dividing the NAVD 88
 FC0250.geopotential number by the normal gravity value computed on the
 FC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0250.degrees latitude (g = 980.6199 gals.).
 FC0250
 FC0250.The modeled gravity was interpolated from observed gravity values.
 FC0250
 FC0250;                    North         East    Units  Estimated Accuracy
 FC0250;SPC TN       -   168,340.      754,880.      MT  (+/- 180 meters Scaled)
 FC0250
 FC0250                          SUPERSEDED SURVEY CONTROL
 FC0250
 FC0250  NGVD 29 (??/??/92)  306.352  (m)         1005.09   (f) ADJ UNCH    2 0
 FC0250
 FC0250.Superseded values are not recommended for survey control.
 FC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0250.See file dsdata.txt to determine how the superseded data were derived.
 FC0250
 FC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE451694(NAD 83)
 FC0250_MARKER: DZ = AZIMUTH MARK DISK
 FC0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0250_STAMPING: EATON 1961
 FC0250_MARK LOGO: CGS   
 FC0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0250+STABILITY: SURFACE MOTION
 FC0250
 FC0250  HISTORY     - Date     Condition        Report By
 FC0250  HISTORY     - 1961     MONUMENTED       CGS
 FC0250  HISTORY     - 1980     GOOD             NGS
 FC0250
 FC0250                          STATION DESCRIPTION
 FC0250
 FC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0250'0.6 MI E FROM EATON CROSSROADS.
 FC0250'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT EATON
 FC0250'SCHOOL, GO 0.55 MILE EAST ON U.S. HIGHWAY 70.  THE AZIMUTH MARK IS 18
 FC0250'FT. NORTH OF U.S. HIGHWAY 70, 6 FT. SOUTH OF TELEPHONE POLE, 2 FT.
 FC0250'NORTHEAST OF J.C. SHINPAUGHS MAIL BOX, AND 1.9 FT. SOUTHWEST OF
 FC0250'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FC0250'IS ABOUT LEVEL WITH THE HIGHWAY.
 FC0250
 FC0250                          STATION RECOVERY (1980)
 FC0250
 FC0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0253 ***********************************************************************
 FC0253  DESIGNATION -  EATON RM 1
 FC0253  PID         -  FC0253
 FC0253  STATE/COUNTY-  TN/LOUDON
 FC0253  USGS QUAD   -  LENOIR CITY (1986)
 FC0253
 FC0253                         *CURRENT SURVEY CONTROL
 FC0253  ___________________________________________________________________
 FC0253* NAD 83(1986)-  35 50 23.     (N)    084 16 49.     (W)     SCALED    
 FC0253* NAVD 88     -       316.916  (meters)    1039.75   (feet)  ADJUSTED  
 FC0253  ___________________________________________________________________
 FC0253  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0253  DYNAMIC HT  -         316.614 (meters)    1038.76  (feet)  COMP
 FC0253  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0253
 FC0253  VERT ORDER  -  SECOND    CLASS 0
 FC0253
 FC0253.The horizontal coordinates were scaled from a topographic map and have
 FC0253.an estimated accuracy of +/- 6 seconds.
 FC0253
 FC0253.The orthometric height was determined by differential leveling
 FC0253.and adjusted by the National Geodetic Survey in June 1991..
 FC0253
 FC0253.The geoid height was determined by GEOID03.
 FC0253
 FC0253.The dynamic height is computed by dividing the NAVD 88
 FC0253.geopotential number by the normal gravity value computed on the
 FC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0253.degrees latitude (g = 980.6199 gals.).
 FC0253
 FC0253.The modeled gravity was interpolated from observed gravity values.
 FC0253
 FC0253;                    North         East    Units  Estimated Accuracy
 FC0253;SPC TN       -   168,500.      755,350.      MT  (+/- 180 meters Scaled)
 FC0253
 FC0253                          SUPERSEDED SURVEY CONTROL
 FC0253
 FC0253  NGVD 29 (??/??/92)  317.021  (m)         1040.09   (f) ADJ UNCH    2 0
 FC0253
 FC0253.Superseded values are not recommended for survey control.
 FC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0253.See file dsdata.txt to determine how the superseded data were derived.
 FC0253
 FC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE456695(NAD 83)
 FC0253_MARKER: DR = REFERENCE MARK DISK
 FC0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0253_STAMPING: EATON NO 1 1961
 FC0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0253+STABILITY: SURFACE MOTION
 FC0253
 FC0253  HISTORY     - Date     Condition        Report By
 FC0253  HISTORY     - 1961     MONUMENTED       CGS
 FC0253  HISTORY     - 1980     GOOD             NGS
 FC0253
 FC0253                          STATION DESCRIPTION
 FC0253
 FC0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0253'0.8 MI E FROM EATON CROSSROADS.
 FC0253'THIS MARK IS LOCATED AT THE EATON 1961 STATION SITE, 32.4 FT.
 FC0253'EAST OF THE STATION MARK, 32 FT. SOUTH OF THE CENTER OF U.S.
 FC0253'HIGHWAY 70, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP
 FC0253'OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH
 FC0253'THE HIGHWAY.
 FC0253
 FC0253                          STATION RECOVERY (1980)
 FC0253
 FC0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0251 ***********************************************************************
 FC0251  DESIGNATION -  EATON RM 2
 FC0251  PID         -  FC0251
 FC0251  STATE/COUNTY-  TN/LOUDON
 FC0251  USGS QUAD   -  LENOIR CITY (1986)
 FC0251
 FC0251                         *CURRENT SURVEY CONTROL
 FC0251  ___________________________________________________________________
 FC0251* NAD 83(1986)-  35 50 23.     (N)    084 16 49.     (W)     SCALED    
 FC0251* NAVD 88     -       317.159  (meters)    1040.55   (feet)  ADJUSTED  
 FC0251  ___________________________________________________________________
 FC0251  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0251  DYNAMIC HT  -         316.857 (meters)    1039.56  (feet)  COMP
 FC0251  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0251
 FC0251  VERT ORDER  -  SECOND    CLASS 0
 FC0251
 FC0251.The horizontal coordinates were scaled from a topographic map and have
 FC0251.an estimated accuracy of +/- 6 seconds.
 FC0251
 FC0251.The orthometric height was determined by differential leveling
 FC0251.and adjusted by the National Geodetic Survey in June 1991..
 FC0251
 FC0251.The geoid height was determined by GEOID03.
 FC0251
 FC0251.The dynamic height is computed by dividing the NAVD 88
 FC0251.geopotential number by the normal gravity value computed on the
 FC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0251.degrees latitude (g = 980.6199 gals.).
 FC0251
 FC0251.The modeled gravity was interpolated from observed gravity values.
 FC0251
 FC0251;                    North         East    Units  Estimated Accuracy
 FC0251;SPC TN       -   168,500.      755,350.      MT  (+/- 180 meters Scaled)
 FC0251
 FC0251                          SUPERSEDED SURVEY CONTROL
 FC0251
 FC0251  NGVD 29 (??/??/92)  317.265  (m)         1040.89   (f) ADJ UNCH    2 0
 FC0251
 FC0251.Superseded values are not recommended for survey control.
 FC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0251.See file dsdata.txt to determine how the superseded data were derived.
 FC0251
 FC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE456695(NAD 83)
 FC0251_MARKER: DR = REFERENCE MARK DISK
 FC0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0251_STAMPING: EATON NO 2 1961
 FC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0251+STABILITY: SURFACE MOTION
 FC0251
 FC0251  HISTORY     - Date     Condition        Report By
 FC0251  HISTORY     - 1961     MONUMENTED       CGS
 FC0251  HISTORY     - 1980     GOOD             NGS
 FC0251
 FC0251                          STATION DESCRIPTION
 FC0251
 FC0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0251'0.8 MI E FROM EATON CROSSROADS.
 FC0251'THIS MARK IS LOCATED AT THE EATON 1961 STATION SITE, 35 FT.
 FC0251'WEST OF THE STATION MARK, 32 FT. SOUTH OF THE CENTER OF U.S.
 FC0251'HIGHWAY 70, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP
 FC0251'OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 FC0251'THE HIGHWAY.
 FC0251
 FC0251                          STATION RECOVERY (1980)
 FC0251
 FC0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2246 ***********************************************************************
 FE2246  DESIGNATION -  EAVES
 FE2246  PID         -  FE2246
 FE2246  STATE/COUNTY-  TN/HARDIN
 FE2246  USGS QUAD   -  LOWRYVILLE (1972)
 FE2246
 FE2246                         *CURRENT SURVEY CONTROL
 FE2246  ___________________________________________________________________
 FE2246* NAD 83(1995)-  35 00 24.51570(N)    088 05 45.91021(W)     ADJUSTED  
 FE2246* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 FE2246  ___________________________________________________________________
 FE2246  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FE2246  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2246
 FE2246  HORZ ORDER  -  SECOND
 FE2246
 FE2246.The horizontal coordinates were established by classical geodetic methods
 FE2246.and adjusted by the National Geodetic Survey in April 1999..
 FE2246
 FE2246.The orthometric height was scaled from a topographic map.
 FE2246
 FE2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2246
 FE2246.The geoid height was determined by GEOID03.
 FE2246
 FE2246;                    North         East     Units Scale Factor Converg.
 FE2246;SPC TN       -    76,772.619   408,672.699   MT  1.00005181   -1 13 37.7
 FE2246;SPC TN       -   251,878.17  1,340,787.01   sFT  1.00005181   -1 13 37.7
 FE2246;UTM  16      - 3,874,347.100   399,986.508   MT  0.99972328   -0 37 43.9
 FE2246
 FE2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2246!SPC TN       -   0.99997150  x   1.00005181  =   1.00002330
 FE2246!UTM  16      -   0.99997150  x   0.99972328  =   0.99969478
 FE2246
 FE2246                          SUPERSEDED SURVEY CONTROL
 FE2246
 FE2246  NAD 83(1995)-  35 00 24.51603(N)    088 05 45.90925(W) AD(       ) 2
 FE2246  NAD 83(1995)-  35 00 24.51599(N)    088 05 45.90917(W) AD(       ) 2
 FE2246  NAD 83(1995)-  35 00 24.52313(N)    088 05 45.90832(W) AD(       ) 2
 FE2246  NAD 83(1986)-  35 00 24.52307(N)    088 05 45.90705(W) AD(       ) 2
 FE2246  NAD 27      -  35 00 24.21500(N)    088 05 45.77400(W) AD(       ) 2
 FE2246
 FE2246.Superseded values are not recommended for survey control.
 FE2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2246.See file dsdata.txt to determine how the superseded data were derived.
 FE2246
 FE2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9998774347(NAD 83)
 FE2246_MARKER: DS = TRIANGULATION STATION DISK
 FE2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2246_STAMPING: EAVES 1934
 FE2246_MARK LOGO: CGS   
 FE2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2246+STABILITY: SURFACE MOTION
 FE2246
 FE2246  HISTORY     - Date     Condition        Report By
 FE2246  HISTORY     - 1934     MONUMENTED       CGS
 FE2246  HISTORY     - 1949     GOOD             TVA
 FE2246  HISTORY     - 1957     GOOD             CGS
 FE2246  HISTORY     - 1962     GOOD             CGS
 FE2246  HISTORY     - 1972     GOOD             TVA
 FE2246
 FE2246                          STATION DESCRIPTION
 FE2246
 FE2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FE2246'ABOUT 6-1/2 MILES NORTH-NORTHWEST OF WATERLOO, ALA., 6 MILES EAST OF
 FE2246'TENNESSEE RIVER, ON TENNESSEE-ALABAMA STATE BOUNDARY LINE,
 FE2246'AND AT NORTHWEST CORNER OF LAND OWNED BY J. R. EAVES. TO REACH FROM
 FE2246'POST OFFICE AT WATERLOO, GO NORTH 2 BLOCKS, EAST 1 BLOCK,
 FE2246'NORTH 1 BLOCK TO 2 SMALL STORES, FOLLOW ROAD NORTH UP BUMPASS CREEK
 FE2246'0.7 MILE TO FORK, FOLLOW LEFT FORK AND CONTINUE ALONG
 FE2246'BUMPASS CREEK 5.2 MILES TO ANOTHER FORK, TURN LEFT, GO 2.0 MILES TO
 FE2246'SIDE ROAD LEADING LEFT (SOUTH) AT J.B. HIGHLANDS HOUSE, TURN
 FE2246'NORTH HERE, FOLLOW EAST SIDE OF FENCE, PASS THROUGH BOARD GATE
 FE2246'AND CONTINUE ALONG EAST SIDE OF FENCE 0.2 MILES TO STATION SITE ON
 FE2246'WEST SIDE OF FENCE. STATION IS APPROXIMATELY ON
 FE2246'RANGE WITH NORTH PROLONGATION OF J.R. EAVES WEST BOUNDARY FENCE, 59.5
 FE2246'FEET SOUTHEAST OF 16-INCH OAK TREE, 50.5 FEET WEST OF 12-INCH
 FE2246'PINE TREE, 29.0 FEET NORTH OF 12-INCH OAK TREE, AND AT DIVIDING LINE
 FE2246'OF WOODED LAND TO EAST AND PLOUGHED LAND TO WEST. MARK
 FE2246'WAS ESTABLISHED BY COUNTY SURVEYOR OF LAUDERDALE COUNTY, ALA.,
 FE2246'AS STATE BOUNDARY MARKER, AND WAS RE-MARKED IN 1934 WITH STANDARD
 FE2246'STATION DISKS IN CONCRETE.
 FE2246
 FE2246                          STATION RECOVERY (1949)
 FE2246
 FE2246'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2246'STATION WAS RECOVERED IN GOOD CONDITION.
 FE2246'
 FE2246'STATION IS LOCATED 6.5 MILES NW OF WATERLOO, ALABAMA. THE DISK IS
 FE2246'STAMPED EAVES 1934.
 FE2246'
 FE2246'A STEEL POST IS SET 2 FEET E OF THE MARK.
 FE2246'
 FE2246'REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FE2246
 FE2246                          STATION RECOVERY (1957)
 FE2246
 FE2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2246'THE STATION WAS RECOVERED AS DESCRIBED BY G.L. ANDERSON IN 1934 AND
 FE2246'THE MARK WAS FOUND IN GOOD CONDITION.
 FE2246'
 FE2246'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2246'HIGHWAY 69 IN SAVANNAH GO SOUTH ON HIGHWAY 69 FOR 11.3 MILES
 FE2246'TO A BRIDGE, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A SIDE ROAD
 FE2246'RIGHT AND SIGN HART BOAT DOCKS-12 MILES, TURN RIGHT AND GO
 FE2246'SOUTHWEST FOR 4.2 MILES TO A SIDE ROAD RIGHT JUST AFTER CROSSING A
 FE2246'BRIDGE, CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A FORK,
 FE2246'TAKE THE RIGHT ROAD AND GO 0.5 MILE TO A FORK, TAKE THE RIGHT ROAD
 FE2246'AND GO 1.6 MILES TO EAVES GROCERY STORE AT A CROSSROAD, BEAR
 FE2246'RIGHT AND GO 0.3 MILE TO A FARM HOUSE ON THE LEFT AND A
 FE2246'FENCE ON THE RIGHT, PACK NORTH ALONG THE EAST EDGE OF A CULTIVATED
 FE2246'FIELD FOR ABOUT 0.3 MILE TO THE STATION IN THE NORTHEAST
 FE2246'CORNER ON THE FIELD.
 FE2246'
 FE2246'NOTE-IN DRY WEATHER IT WOULD BE POSSIBLE TO DRIVE THE LAST MENTIONED
 FE2246'0.3 MILE EITHER THROUGH THE FIELD ALONG THE FENCE LINE OR
 FE2246'THROUGH MR. EAVES PROPERTY TO THE EAST.
 FE2246
 FE2246                          STATION RECOVERY (1962)
 FE2246
 FE2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2246'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. DUE TO CHANGES
 FE2246'IN THE ROADS IN THIS VICINITY, THE ORIGINAL DESCRIPTION AND
 FE2246'THE 1957 RECOVERY NOTE ARE NO LONGER ADEQUATE. FOLLOWING IS A NEW AND
 FE2246'COMPLETE DESCRIPTION.
 FE2246'
 FE2246'THE STATION IS ON THE PROPERTY OF MRS. J. R. EAVES, ABOUT 9 MILES
 FE2246'SOUTHEAST OF PICKWICK DAM ON THE TENNESSEE RIVER, 6-1/2
 FE2246'MILES NORTH-NORTHWEST OF WATERLOO, ALABAMA, AND ON THE
 FE2246'TENNESSEE-ALABAMA STATE BOUNDARY LINE.
 FE2246'
 FE2246'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HARDIN COUNTY
 FE2246'COURTHOUSE SQUARE IN SAVANNAH, GO EAST ON U. S. HIGHWAY 64
 FE2246'FOR 0.35 MILE TO THE TRAFFIC LIGHT AT THE JUNCTION OF STATE ROUTE 69.
 FE2246'HERE TURN RIGHT AND GO SOUTHEASTERLY ON STATE ROUTE 69 FOR
 FE2246'12.3 MILES TO A GRAVELED T ROAD RIGHT (WATERLOO ROAD), TURN RIGHT AND
 FE2246'FOLLOW THIS WINDING, GRAVELED ROAD IN A GENERALLY
 FE2246'SOUTH-SOUTHWESTERLY DIRECTION FOR 4.1 MILES TO A T ROAD LEFT JUST
 FE2246'BEFORE CROSSING A SMALL BRIDGE, KEEP RIGHT AND CONTINUE FOR
 FE2246'0.3 MILE TO A T ROAD RIGHT, KEEP LEFT AND CONTINUE 1.15
 FE2246'MILES TO A T ROAD LEFT. HERE KEEP RIGHT AND CONTINUE
 FE2246'SOUTH-SOUTHEASTERLY FOR 0.6 MILE TO A T ROAD RIGHT, TURN
 FE2246'RIGHT, SOUTHERLY, FOR 1.2 MILES TO THE CURRY GROCERY ON THE RIGHT,
 FE2246'CONTINUE SOUTH FOR 0.4 MILE TO A CROSSROAD AND THE EAVES
 FE2246'GROCERY ON THE RIGHT IN THE NORTHWEST ANGLE. HERE TURN RIGHT AND GO
 FE2246'WEST ON A GRAVELED ROAD FOR 0.35 MILE TO A HOUSE ON THE LEFT
 FE2246'AND A WIRE GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH THIS WIRE
 FE2246'GATE AND GO NORTH ALONG THE WEST SIDE OF A FENCE
 FE2246'AT THE EAST EDGE OF A FIELD FOR 0.25 MILE TO THE STATION IN A
 FE2246'NORTHEAST FENCE CORNER AT EDGE OF WOODS.
 FE2246'
 FE2246'THE STATION IS 1.6 FEET WEST OF A METAL WITNESS POST AND TVA SIGN,
 FE2246'1.0 FOOT WEST OF A NORTH-SOUTH FENCE AND 0.5 OF A FOOT SOUTH
 FE2246'OF AN EAST-WEST FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2246'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND
 FE2246'THE DISK IS STAMPED EAVES 1934.
 FE2246
 FE2246                          STATION RECOVERY (1972)
 FE2246
 FE2246'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JOG)
 FE2246'CONDITION OF POINT WHEN FOUND GOOD.
 FE2246'
 FE2246'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT EAVES 1934.
 FE2246'
 FE2246'DESCRIPTIONS AND REF GOOD IN BULLETIN.
 FE2246'
 FE2246'DISTANCE AND DIRECTION FROM NEAREST TOWN 6-1/2 MI NW OF
 FE2246'WATERLOO ALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2492 ***********************************************************************
 FE2492  DESIGNATION -  EBENEZER
 FE2492  PID         -  FE2492
 FE2492  STATE/COUNTY-  TN/FAYETTE
 FE2492  USGS QUAD   -  SOMERVILLE (1981)
 FE2492
 FE2492                         *CURRENT SURVEY CONTROL
 FE2492  ___________________________________________________________________
 FE2492* NAD 83(1995)-  35 08 31.92846(N)    089 21 01.93900(W)     ADJUSTED  
 FE2492* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 FE2492  ___________________________________________________________________
 FE2492  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2492  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2492
 FE2492  HORZ ORDER  -  SECOND
 FE2492
 FE2492.The horizontal coordinates were established by classical geodetic methods
 FE2492.and adjusted by the National Geodetic Survey in April 1999..
 FE2492
 FE2492.The orthometric height was scaled from a topographic map.
 FE2492
 FE2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2492
 FE2492.The geoid height was determined by GEOID03.
 FE2492
 FE2492;                    North         East     Units Scale Factor Converg.
 FE2492;SPC TN       -    94,971.109   294,718.858   MT  1.00002077   -1 57 41.5
 FE2492;SPC TN       -   311,584.38    966,923.45   sFT  1.00002077   -1 57 41.5
 FE2492;UTM  16      - 3,891,342.139   285,860.764   MT  1.00016517   -1 21 12.6
 FE2492
 FE2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2492!SPC TN       -   0.99997656  x   1.00002077  =   0.99999733
 FE2492!UTM  16      -   0.99997656  x   1.00016517  =   1.00014172
 FE2492
 FE2492:                Primary Azimuth Mark                     Grid Az
 FE2492:SPC TN       -  SOMERVILLE MUNICIPAL TANK                003 24 11.6
 FE2492:UTM  16      -  SOMERVILLE MUNICIPAL TANK                002 47 42.7
 FE2492
 FE2492|---------------------------------------------------------------------|
 FE2492| PID    Reference Object                     Distance      Geod. Az  |
 FE2492|                                                           dddmmss.s |
 FE2492| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX.11.3 KM 0012630.1 |
 FE2492| CG3987 EBENEZER RM 1                        19.344 METERS 02025     |
 FE2492| CG3988 EBENEZER RM 2                        48.506 METERS 04521     |
 FE2492| FE2498 WILLISTON LOT WT 29                 137.656 METERS 06444     |
 FE2492| CG3986 EBENEZER AZ MK                                     2394638.2 |
 FE2492| FE2500 GILLESPIE                           APPROX.11.6 KM 2580645.7 |
 FE2492| FE2536 MACON RAD STA KID 58 MAST           APPROX.14.5 KM 2814215.6 |
 FE2492|---------------------------------------------------------------------|
 FE2492
 FE2492                          SUPERSEDED SURVEY CONTROL
 FE2492
 FE2492  NAD 83(1995)-  35 08 31.92911(N)    089 21 01.93913(W) AD(       ) 2
 FE2492  NAD 83(1995)-  35 08 31.93126(N)    089 21 01.93887(W) AD(       ) 2
 FE2492  NAD 83(1986)-  35 08 31.94082(N)    089 21 01.93916(W) AD(       ) 2
 FE2492  NAD 27      -  35 08 31.62400(N)    089 21 01.68300(W) AD(       ) 2
 FE2492
 FE2492.Superseded values are not recommended for survey control.
 FE2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2492.See file dsdata.txt to determine how the superseded data were derived.
 FE2492
 FE2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8586191342(NAD 83)
 FE2492_MARKER: DS = TRIANGULATION STATION DISK
 FE2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2492+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE2492
 FE2492  HISTORY     - Date     Condition        Report By
 FE2492  HISTORY     - 1914     MONUMENTED       CGS
 FE2492  HISTORY     - 1934     GOOD             CGS
 FE2492  HISTORY     - 1958     GOOD             CGS
 FE2492  HISTORY     - 20060430 GOOD             GEOCAC
 FE2492
 FE2492                          STATION DESCRIPTION
 FE2492
 FE2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2492'ABOUT 7 MILES NORTHEAST OF MOSCOW, ABOUT 2 MILES SOUTHEAST OF
 FE2492'WILLISTON (TOWN ON MOSCOW-SOMERVILLE BRANCH OF SOUTHERN RAILWAY),
 FE2492'50 METERS (164 FEET) SOUTHWEST OF EBENEZER CHURCH, ON HIGHEST HILL IN
 FE2492'VICINITY, ABOUT 10 METERS (33 FEET) EAST OF SOUTHERLY BEND IN
 FE2492'WAGON ROAD PASSING OVER HILL AND SAME DISTANCE SOUTHWEST OF
 FE2492'CHURCHYARD GATE. TO REACH FROM A POINT ON STATE ROUTE 76 WHICH IS
 FE2492'6.65 MILES SOUTH OF FAYETTE COUNTY COURTHOUSE IN SOMERVILLE, 6.55
 FE2492'MILES NORTH OF T-JUNCTION AT MOSCOW, AND 0.45 MILE SOUTH OF
 FE2492'T-JUNCTION LEADING TO WILLISTON, TURN ONTO DIRT T-ROAD AND GO
 FE2492'SOUTHEAST 1.65 MILES TO STATION SITE. SURFACE AND UNDERGROUND
 FE2492'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2492'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2492'NO. 1 IS ON CHURCH PROPERTY, 30 METERS (98 FEET) WEST OF CHURCH,
 FE2492'18 FEET NORTH OF CHURCHYARD FENCE, AND 19.34 METERS (63.5 FEET) FROM
 FE2492'STATION.  NO. 2 IS AT NORTHWEST CORNER OF
 FE2492'CHURCH AND 48.48 METERS (159.1 FEET) FROM STATION.
 FE2492'WEST GABLE END OF EBENEZER CHURCH IS 47 METERS (154
 FE2492'FEET) FROM STATION N 49 DEG 58 MIN E.
 FE2492
 FE2492                          STATION RECOVERY (1958)
 FE2492
 FE2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2492'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FE2492'CONDITION.
 FE2492'
 FE2492'A NEW DESCRIPTION FOLLOWS-
 FE2492'
 FE2492'THE STATION IS ABOUT 7 MILES SOUTH OF SOMERVILLE AND 7 MILES
 FE2492'NORTH-NORTHEAST OF MOSCOW, ON THE HIGHEST HILL IN THE VICINITY,
 FE2492'ON THE EBENEZER CHURCH GROUNDS. IT IS 154 FEET WEST OF THE WEST GABLE
 FE2492'OF CHURCH (PICTURE POINT), 31 FEET SOUTHWEST OF THE SOUTH BRICK
 FE2492'GATE POST AT THE SOUTHWEST CORNER OF THE CEMETARY, 22 FEET SOUTH OF
 FE2492'THE CENTER LINE OF A GRAVEL ROAD, 40 FEET NORTHEAST OF A WIRE
 FE2492'FENCE, AND 6 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST. STATION
 FE2492'MARK IS A STANDARD DISK IN A CONCRETE MONUMENT, STAMPED EBENEZER
 FE2492'1914, AND PROJECTS 3 INCHES ABOVE GROUND.
 FE2492'
 FE2492'TO REACH FROM FAYETTE COUNTY COURTHOUSE IN SOMERVILLE GO 6.20 MILES
 FE2492'SOUTH ON STATE ROUTE 76 TO A T JUNCTION ON THE RIGHT LEADING TO
 FE2492'WILLISTON, CONTINUE SOUTH ON 76 FOR 0.45 MILES TO A DIRT ROAD ON THE
 FE2492'LEFT JUST NORTH OF A SMALL STORE. GO EAST AND SOUTHEAST FOR 1.65
 FE2492'MILES, KEEPING RIGHT AT A T ROAD, AND TURN RIGHT INTO CHURCH ROAD
 FE2492'BEFORE REACHING CHURCH, TO STATION ON RIGHT. TO REACH AZIMUTH MARK
 FE2492'GO THRU WIRE GATE EAST OF STATION AND TURN RIGHT 180 DEGREES, GO WEST
 FE2492'ALONG FENCE FOR 0.10 MILES TO FENCE CORNER, TURN LEFT AND GO SOUTH
 FE2492'ALONG FENCE FOR 0.10 MILES TO STATION.
 FE2492'
 FE2492'REFERENCE MARK 1 IS 32 FEET NORTH OF A CEMETERY FENCE, 9 FEET EAST OF
 FE2492'A CEMETERY FENCE, 103 FEET WEST OF THE CHURCH, 19 FEET SOUTHWEST
 FE2492'OF TWO 16 INCH CEDAR TREES. IT IS A STANDARD DISK IN A CONCRETE
 FE2492'MONUMENT, STAMPED EBENEZER NO. 1 1914, AND PROJECTS 3 INCHES ABOVE
 FE2492'GROUND.
 FE2492'
 FE2492'REFERENCE MARK 2 IS AT THE NORTHWEST CORNER OF THE CHURCH. IT IS A
 FE2492'STANDARD DISK IN A CONCRETE MONUMENT, STAMPED EBENEZER NO. 2
 FE2492'1914, AND IS FLUSH WITH THE GROUND.
 FE2492'
 FE2492'AZIMUTH MARK IS 0.15 MILES SOUTHWEST OF THE STATION, 106 FEET NORTH
 FE2492'OF THE CENTER OF OVERHEAD POWER LINES, 44 FEET NORTHWEST OF A
 FE2492'14 INCH OAK TREE, 11 FEET EAST OF A FENCE, AND 2 FEET NORTHEAST OF A
 FE2492'WHITE WITNESS POST. IT IS A STANDARD DISK IN A CONCRETE MONUMENT, AND
 FE2492'IS FLUSH WITH THE GROUND.
 FE2492'
 FE2492'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2492
 FE2492                          STATION RECOVERY (2006)
 FE2492
 FE2492'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2492'MARK, REFERENCE 1 AND REFERENCE 2 RECOVERED AS DESCRIBED.  COULD NOT
 FE2492'SEARCH FOR AZIMUTH MARK DUE TO LOCKED GATE.  1958 DESCRIPTION IS
 FE2492'PERFECT, ALL MARKS ARE EASY TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1680 ***********************************************************************
 FC1680  DESIGNATION -  EBLEN
 FC1680  PID         -  FC1680
 FC1680  STATE/COUNTY-  TN/LOUDON
 FC1680  USGS QUAD   -  LENOIR CITY (1986)
 FC1680
 FC1680                         *CURRENT SURVEY CONTROL
 FC1680  ___________________________________________________________________
 FC1680* NAD 83(1995)-  35 49 21.78600(N)    084 17 48.85567(W)     ADJUSTED  
 FC1680* NAVD 88     -       371.8    (meters)    1220.     (feet)  VERTCON   
 FC1680  ___________________________________________________________________
 FC1680  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FC1680  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC1680
 FC1680  HORZ ORDER  -  SECOND
 FC1680
 FC1680.The horizontal coordinates were established by classical geodetic methods
 FC1680.and adjusted by the National Geodetic Survey in April 1999..
 FC1680
 FC1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1680
 FC1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1680
 FC1680.The geoid height was determined by GEOID03.
 FC1680
 FC1680;                    North         East     Units Scale Factor Converg.
 FC1680;SPC TN       -   166,584.710   753,884.627   MT  0.99994842   +0 59 49.4
 FC1680;SPC TN       -   546,536.67  2,473,369.81   sFT  0.99994842   +0 59 49.4
 FC1680;UTM  16      - 3,967,658.485   744,196.450   MT  1.00033487   +1 34 58.3
 FC1680
 FC1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1680!SPC TN       -   0.99994646  x   0.99994842  =   0.99989488
 FC1680!UTM  16      -   0.99994646  x   1.00033487  =   1.00028131
 FC1680
 FC1680:                Primary Azimuth Mark                     Grid Az
 FC1680:SPC TN       -  EBLEN AZ MK                              060 18 10.3
 FC1680:UTM  16      -  EBLEN AZ MK                              059 43 01.4
 FC1680
 FC1680|---------------------------------------------------------------------|
 FC1680| PID    Reference Object                     Distance      Geod. Az  |
 FC1680|                                                           dddmmss.s |
 FC1680| FC0254 EBLEN AZ MK                         APPROX. 1.5 KM 0611759.7 |
 FC1680| DE5093 EBLEN RM 1                           15.002 METERS 17536     |
 FC1680| DE5094 EBLEN RM 2                           26.833 METERS 26546     |
 FC1680|---------------------------------------------------------------------|
 FC1680
 FC1680                          SUPERSEDED SURVEY CONTROL
 FC1680
 FC1680  NAD 83(1995)-  35 49 21.79343(N)    084 17 48.85469(W) AD(       ) 2
 FC1680  NAD 83(1986)-  35 49 21.79910(N)    084 17 48.85285(W) AD(       ) 2
 FC1680  NAD 27      -  35 49 21.52340(N)    084 17 49.13630(W) AD(       ) 2
 FC1680  NGVD 29 (07/19/86)  371.9    (m)         1220.     (f) VERT ANG       
 FC1680
 FC1680.Superseded values are not recommended for survey control.
 FC1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1680.See file dsdata.txt to determine how the superseded data were derived.
 FC1680
 FC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4419667658(NAD 83)
 FC1680_MARKER: DE = TRAVERSE STATION DISK
 FC1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1680
 FC1680  HISTORY     - Date     Condition        Report By
 FC1680  HISTORY     - 1961     MONUMENTED       CGS
 FC1680
 FC1680                          STATION DESCRIPTION
 FC1680
 FC1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1680'THE STATION IS LOCATED ON THE PROPERTY OF MR. JAMES EBLEN, ABOUT
 FC1680'2-1/2 MILES NORTHWEST LENOIR CITY, ABOUT 1 MILE SOUTH OF EATON
 FC1680'CROSSROAD AND ON A KNOLL LOCALLY KNOW AS LITTLE MOUNTAIN.
 FC1680'
 FC1680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1680'HIGHWAY 95 AT EATON CROSSROAD WHICH IS WEST OF KNOXVILLE ABOUT
 FC1680'24 MILES, GO SOUTH ON STATE HIGHWAY 95 FOR 0.4 MILE TO A SIDE ROAD ON
 FC1680'THE LEFT AT A BRICK CHURCH ON THE LEFT*, CONTINUE STRAIGHT AHEAD FOR
 FC1680'0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.9 MILE TO A
 FC1680'GATE ON THE LEFT AND A WHITE FRAME HOUSE ON THE RIGHT, TURN LEFT
 FC1680'THROUGH GATE KEEPING TO THE LEFT AROUND PLOWED FIELD, THEN
 FC1680'SOUTHEAST ACROSS PASTURE 0.2 MILE TO ANOTHER GATE AT THE EDGE OF THE
 FC1680'TIMBER, PASS THROUGH GATE, CONTINUE SOUTHEASTERLY THROUGH WOODS TO
 FC1680'THE TOP OF THE KNOLL, A DISTANCE OF ABOUT 0.1 MILE AND THE STATION
 FC1680'
 FC1680'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED EBLEN 1961, SET
 FC1680'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH. IT IS 45
 FC1680'FEET WEST OF A WIRE FENCE AND 2.2 FEET WEST OF A WITNESS SIGN.
 FC1680'
 FC1680'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED EBLEN NO. 1 1961,
 FC1680'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK
 FC1680'PROJECTS 3 INCHES. IT IS 69 FEET WEST OF A WIRE FENCE, 49.7 FEET
 FC1680'SOUTH OF A WITNESS SIGN AND 13 FEET NORTH OF A 18-INCH TRIANGULAR
 FC1680'BLAZED TREE.
 FC1680'
 FC1680'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED EBLEN NO. 2 1961,
 FC1680'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK
 FC1680'PROJECTS 8 INCHES ON THE WESTERN SIDE. IT IS 90.4 FEET WEST OF A
 FC1680'WITNESS SIGN, 19 FEET NORTHEAST OF A 18- INCH TRIANGULAR BLAZED
 FC1680'TREE AND SET ON THE WESTERN SLOPE OF HILL ABOUT 4 FEET LOWER THAN THE
 FC1680'STATION MARK.
 FC1680'
 FC1680'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EBLEN 1961, SET IN A
 FC1680'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 33 FEET
 FC1680'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2.4 FEET NORTH OF A
 FC1680'WITNESS SIGN.
 FC1680'
 FC1680'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FC1680'
 FC1680'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT BRICK CHURCH,
 FC1680'TURN LEFT AND GO 0.15 MILE TO A FORK, KEEP RIGHT AND GO 0.2 MILE TO A
 FC1680'FORK, KEEP RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FC1680'DESCRIBED.
 FC1680'
 FC1680'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0254 ***********************************************************************
 FC0254  DESIGNATION -  EBLEN AZ MK
 FC0254  PID         -  FC0254
 FC0254  STATE/COUNTY-  TN/LOUDON
 FC0254  USGS QUAD   -  LENOIR CITY (1986)
 FC0254
 FC0254                         *CURRENT SURVEY CONTROL
 FC0254  ___________________________________________________________________
 FC0254* NAD 83(1995)-  35 49 45.41939(N)    084 16 55.84076(W)     ADJUSTED  
 FC0254* NAVD 88     -       281.884  (meters)     924.81   (feet)  ADJUSTED  
 FC0254  ___________________________________________________________________
 FC0254  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FC0254  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0254  DYNAMIC HT  -         281.616 (meters)     923.94  (feet)  COMP
 FC0254  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FC0254
 FC0254  HORZ ORDER  -  SECOND
 FC0254  VERT ORDER  -  SECOND    CLASS 0
 FC0254
 FC0254.The horizontal coordinates were established by classical geodetic methods
 FC0254.and adjusted by the National Geodetic Survey in April 1999..
 FC0254
 FC0254.The orthometric height was determined by differential leveling
 FC0254.and adjusted by the National Geodetic Survey in June 1991..
 FC0254
 FC0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0254
 FC0254.The geoid height was determined by GEOID03.
 FC0254
 FC0254.The dynamic height is computed by dividing the NAVD 88
 FC0254.geopotential number by the normal gravity value computed on the
 FC0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0254.degrees latitude (g = 980.6199 gals.).
 FC0254
 FC0254.The modeled gravity was interpolated from observed gravity values.
 FC0254
 FC0254;                    North         East     Units Scale Factor Converg.
 FC0254;SPC TN       -   167,336.221   755,202.320   MT  0.99994840   +1 00 20.5
 FC0254;SPC TN       -   549,002.25  2,477,692.94   sFT  0.99994840   +1 00 20.5
 FC0254;UTM  16      - 3,968,423.730   745,506.900   MT  1.00034278   +1 35 30.2
 FC0254
 FC0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0254!SPC TN       -   0.99996057  x   0.99994840  =   0.99990897
 FC0254!UTM  16      -   0.99996057  x   1.00034278  =   1.00030334
 FC0254
 FC0254:                Primary Azimuth Mark                     Grid Az
 FC0254:SPC TN       -  EBLEN                                    240 18 10.3
 FC0254:UTM  16      -  EBLEN                                    239 43 00.6
 FC0254
 FC0254|---------------------------------------------------------------------|
 FC0254| PID    Reference Object                     Distance      Geod. Az  |
 FC0254|                                                           dddmmss.s |
 FC0254| FC1680 EBLEN                               APPROX. 1.5 KM 2411830.8 |
 FC0254|---------------------------------------------------------------------|
 FC0254
 FC0254                          SUPERSEDED SURVEY CONTROL
 FC0254
 FC0254  NAD 83(1995)-  35 49 45.42694(N)    084 16 55.83965(W) AD(       ) 2
 FC0254  NAD 83(1986)-  35 49 45.43261(N)    084 16 55.83782(W) AD(       ) 2
 FC0254  NAD 27      -  35 49 45.15690(N)    084 16 56.12280(W) AD(       ) 2
 FC0254  NGVD 29 (??/??/92)  281.992  (m)          925.17   (f) ADJ UNCH    2 0
 FC0254
 FC0254.Superseded values are not recommended for survey control.
 FC0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0254.See file dsdata.txt to determine how the superseded data were derived.
 FC0254
 FC0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4550768424(NAD 83)
 FC0254_MARKER: DZ = AZIMUTH MARK DISK
 FC0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0254_STAMPING: EBLEN 1961
 FC0254_MARK LOGO: CGS   
 FC0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0254+STABILITY: SURFACE MOTION
 FC0254
 FC0254  HISTORY     - Date     Condition        Report By
 FC0254  HISTORY     - 1961     MONUMENTED       CGS
 FC0254  HISTORY     - 1961     GOOD             CGS
 FC0254
 FC0254                          STATION DESCRIPTION
 FC0254
 FC0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0254'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC0254'HIGHWAY 95 AT EATON CROSSROAD WHICH IS WEST OF KNOXVILLE ABOUT
 FC0254'24 MILES, GO SOUTH ON STATE HIGHWAY 95 FOR 0.4 MILE TO A SIDE ROAD ON
 FC0254'THE LEFT AT A BRICK CHURCH ON THE LEFT,
 FC0254'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT BRICK CHURCH,
 FC0254'TURN LEFT AND GO 0.15 MILE TO A FORK, KEEP RIGHT AND GO 0.2 MILE TO A
 FC0254'FORK, KEEP RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FC0254'DESCRIBED.
 FC0254'
 FC0254'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EBLEN 1961, SET IN A
 FC0254'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 33 FEET
 FC0254'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2.4 FEET NORTH OF A
 FC0254'WITNESS SIGN.
 FC0254
 FC0254                          STATION RECOVERY (1961)
 FC0254
 FC0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0254'1 MI SE FROM EATON CROSSROADS.
 FC0254'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0254'EATON SCHOOL, GO 0.4 MILE SOUTH ON STATE HIGHWAY 95, THEN 0.15
 FC0254'MILE EAST TO A FORK, KEEP RIGHT AND GO 0.2 MILE TO A FORK,
 FC0254'KEEP RIGHT AND GO 0.2 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH
 FC0254'MARK IS 33 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 FC0254'2.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FC0254'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. ABOVE
 FC0254'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3535 ***********************************************************************
 GA3535  DESIGNATION -  ED
 GA3535  PID         -  GA3535
 GA3535  STATE/COUNTY-  TN/CLAIBORNE
 GA3535  USGS QUAD   -  CLOUDS (1952)
 GA3535
 GA3535                         *CURRENT SURVEY CONTROL
 GA3535  ___________________________________________________________________
 GA3535* NAD 83(1995)-  36 23 09.70712(N)    083 42 51.78900(W)     ADJUSTED  
 GA3535* NAVD 88     -       457.5    (meters)    1501.     (feet)  VERTCON   
 GA3535  ___________________________________________________________________
 GA3535  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 GA3535  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA3535
 GA3535  HORZ ORDER  -  SECOND
 GA3535
 GA3535.The horizontal coordinates were established by classical geodetic methods
 GA3535.and adjusted by the National Geodetic Survey in April 1999..
 GA3535
 GA3535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3535
 GA3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3535
 GA3535.The geoid height was determined by GEOID03.
 GA3535
 GA3535;                    North         East     Units Scale Factor Converg.
 GA3535;SPC TN       -   230,143.504   805,050.651   MT  0.99999471   +1 20 17.1
 GA3535;SPC TN       -   755,062.48  2,641,237.01   sFT  0.99999471   +1 20 17.1
 GA3535;UTM  17      - 4,030,188.897   256,529.485   MT  1.00033041   -1 36 39.7
 GA3535
 GA3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3535!SPC TN       -   0.99993301  x   0.99999471  =   0.99992772
 GA3535!UTM  17      -   0.99993301  x   1.00033041  =   1.00026340
 GA3535
 GA3535|---------------------------------------------------------------------|
 GA3535| PID    Reference Object                     Distance      Geod. Az  |
 GA3535|                                                           dddmmss.s |
 GA3535| DB9236 ED RM 1                              10.080 METERS 03954     |
 GA3535| GA2513 ED AZ MK                            APPROX. 1.6 KM 0610903.6 |
 GA3535| DB9237 ED RM 2                               8.583 METERS 21853     |
 GA3535|---------------------------------------------------------------------|
 GA3535
 GA3535                          SUPERSEDED SURVEY CONTROL
 GA3535
 GA3535  NAD 83(1995)-  36 23 09.71079(N)    083 42 51.79076(W) AD(       ) 2
 GA3535  NAD 83(1995)-  36 23 09.71075(N)    083 42 51.78602(W) AD(       ) 2
 GA3535  NAD 83(1995)-  36 23 09.71599(N)    083 42 51.79066(W) AD(       ) 2
 GA3535  NAD 83(1986)-  36 23 09.71883(N)    083 42 51.78954(W) AD(       ) 2
 GA3535  NAD 27      -  36 23 09.42606(N)    083 42 52.11107(W) AD(       ) 2
 GA3535  NGVD 29 (07/19/86)  457.6    (m)         1501.     (f) VERT ANG       
 GA3535
 GA3535.Superseded values are not recommended for survey control.
 GA3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3535.See file dsdata.txt to determine how the superseded data were derived.
 GA3535
 GA3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5652930189(NAD 83)
 GA3535_MARKER: DD = SURVEY DISK
 GA3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3535
 GA3535  HISTORY     - Date     Condition        Report By
 GA3535  HISTORY     - 1964     MONUMENTED       TNHD
 GA3535
 GA3535                          STATION DESCRIPTION
 GA3535
 GA3535'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3535'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF MAYNARDVILLE.
 GA3535'
 GA3535'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 11.1
 GA3535'MILES NORTHEAST ON
 GA3535'STATE ROUTE 33 TO A GRAVELED SIDE ROAD ON THE LEFT, *
 GA3535'TURN LEFT AND GO 0.2 MILE
 GA3535'NORTHWEST TO A DRIVE ON THE LEFT, TURN
 GA3535'LEFT, FORDING A CREEK, AND GO 0.2 MILE TO A
 GA3535'GATE, CONTINUE THROUGH
 GA3535'THE GAP AND GO 0.05 MILE SOUTHEAST, PASSING A BARN ON THE
 GA3535'LEFT, TO A GAP ON
 GA3535'THE NORTH SIDE OF A BARN, CONTINUE THROUGH THE GAP AND GO 0.1
 GA3535'MILE TO ANOTHER GAP,
 GA3535'CONTINUE THROUGH THE SECOND GAP AND GO 0.2 MILE
 GA3535'SOUTHWEST ON THE TRACK ROAD THEN MAKE A
 GA3535'TURN RIGHT AND GO 0.05 MILE
 GA3535'WEST ACROSS A FIELD TO A THIRD GAP, CONTINUE THROUGH THE
 GA3535'THIRD GAP AND
 GA3535'GO 0.1 MILE SOUTHWEST ACROSS A FIELD TO THE TOP OF A HILL AND THE
 GA3535'STATION AS DESCRIBED.
 GA3535'
 GA3535'THE STATION IS 67 FEET NORTH OF A 14-INCH CEDAR TREE AND 5.6 FEET
 GA3535'SOUTHEAST OF A WITNESS
 GA3535'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3535'TENNESSEE HIGHWAY DEPARTMENT
 GA3535'DISKS AND THE DISKS ARE STAMPED ED 1963.
 GA3535'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GA3535'THE SURFACE.  THE
 GA3535'SURFACE DISK IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT, 3
 GA3535'INCHES BELOW THE
 GA3535'SURFACE.
 GA3535'
 GA3535'REFERENCE MARK NO. 1 IS SET ON THE NORTHEAST SIDE OF THE HILL.  IT IS
 GA3535'A STANDARD TENNESSEE
 GA3535'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3535'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3535'IS STAMPED ED RM-1 1963.
 GA3535'
 GA3535'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF A 19-INCH CEDAR TREE, 39
 GA3535'FEET NORTHEAST OF A
 GA3535'12-INCH CEDAR TREE AND 38 FEET NORTH OF A 14-INCH
 GA3535'TWIN-TRUNKED CEDAR TREE.  IT IS A
 GA3535'STANDARD TENNESSEE HIGHWAY
 GA3535'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3535'CONCRETE MONUMENT AND
 GA3535'THE DISK IS STAMPED ED RM-2 1963.
 GA3535'
 GA3535'THE AZIMUTH MARK IS 26 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GA3535'ROUTE 33, 9 FEET NORTH OF
 GA3535'THE NORTHWEST CORNER OF A BARN, 6 FEET SOUTHEAST OF A
 GA3535'10-INCH ELM TREE AND 2.0 FEET
 GA3535'NORTH OF A WITNESS POST.  IT IS A
 GA3535'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3535'IN A 10-INCH SQUARE,
 GA3535'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ED AZI 1963.
 GA3535'
 GA3535'TO REACH THE AZIMUTH MARK, * CONTINUE STRAIGHT AHEAD ON STATE ROUTE
 GA3535'33 FOR 0.6 MILE NORTHEAST
 GA3535'TO THE MARK ON THE RIGHT ABOUT 8 FEET ABOVE THE
 GA3535'PAVEMENT.
 GA3535'
 GA3535'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3535'
 GA3535'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3535'
 GA3535'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3824 ***********************************************************************
 DH3824  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3824  DESIGNATION -  EDA ATOKA COOP CORS ARP
 DH3824  CORS_ID     -  EDM2
 DH3824  PID         -  DH3824
 DH3824  STATE/COUNTY-  TN/TIPTON
 DH3824  USGS QUAD   -  MUNFORD (1983)
 DH3824
 DH3824                         *CURRENT SURVEY CONTROL
 DH3824  ___________________________________________________________________
 DH3824* NAD 83(CORS)-  35 26 57.18172(N)    089 46 52.30460(W)     ADJUSTED  
 DH3824* NAVD 88     -                                                        
 DH3824  ___________________________________________________________________
 DH3824  EPOCH DATE  -        2002.00
 DH3824  X           -      19,864.755 (meters)                     COMP
 DH3824  Y           -  -5,201,731.456 (meters)                     COMP
 DH3824  Z           -   3,678,642.439 (meters)                     COMP
 DH3824  ELLIP HEIGHT-         108.45  (meters)          (06/??/05) GPS OBS
 DH3824  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH3824
 DH3824  HORZ ORDER  -  SPECIAL (CORS)
 DH3824  ELLP ORDER  -  SPECIAL (CORS)
 DH3824
 DH3824.ITRF positions are available for this station.
 DH3824.The coordinates were established by GPS observations
 DH3824.and adjusted by the National Geodetic Survey in June 2005..
 DH3824.The coordinates are valid at the epoch date displayed above.
 DH3824.The epoch date for horizontal control is a decimal equivalence
 DH3824.of Year/Month/Day.
 DH3824
 DH3824
 DH3824.The PID for the CORS L1 Phase Center is DH3825.
 DH3824
 DH3824.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3824
 DH3824.The ellipsoidal height was determined by GPS observations
 DH3824.and is referenced to NAD 83.
 DH3824
 DH3824.The geoid height was determined by GEOID03.
 DH3824
 DH3824;                    North         East     Units Scale Factor Converg.
 DH3824;SPC TN       -   130,437.181   256,814.034   MT  0.99997082   -2 12 49.2
 DH3824;SPC TN       -   427,942.65    842,564.04   sFT  0.99997082   -2 12 49.2
 DH3824
 DH3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3824!SPC TN       -   0.99998298  x   0.99997082  =   0.99995380
 DH3824
 DH3824                          SUPERSEDED SURVEY CONTROL
 DH3824
 DH3824.No superseded survey control is available for this station.
 DH3824
 DH3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4757326416(NAD 83)
 DH3824_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3824
 DH3824                          STATION DESCRIPTION
 DH3824
 DH3824'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3824'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3824'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3824'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3824'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3824'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3825 ***********************************************************************
 DH3825  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3825  DESIGNATION -  EDA ATOKA COOP CORS L1 PHASE CENTER
 DH3825  CORS_ID     -  EDM2
 DH3825  PID         -  DH3825
 DH3825  STATE/COUNTY-  TN/TIPTON
 DH3825  USGS QUAD   -  MUNFORD (1983)
 DH3825
 DH3825                         *CURRENT SURVEY CONTROL
 DH3825  ___________________________________________________________________
 DH3825* NAD 83(CORS)-  35 26 57.18181(N)    089 46 52.30462(W)     ADJUSTED  
 DH3825* NAVD 88     -                                                        
 DH3825  ___________________________________________________________________
 DH3825  EPOCH DATE  -        2002.00
 DH3825  X           -      19,864.755 (meters)                     COMP
 DH3825  Y           -  -5,201,731.520 (meters)                     COMP
 DH3825  Z           -   3,678,642.488 (meters)                     COMP
 DH3825  ELLIP HEIGHT-         108.53  (meters)          (06/??/05) GPS OBS
 DH3825  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH3825
 DH3825  HORZ ORDER  -  SPECIAL (CORS)
 DH3825  ELLP ORDER  -  SPECIAL (CORS)
 DH3825
 DH3825.ITRF positions are available for this station.
 DH3825.The coordinates were established by GPS observations
 DH3825.and adjusted by the National Geodetic Survey in June 2005..
 DH3825.The coordinates are valid at the epoch date displayed above.
 DH3825.The epoch date for horizontal control is a decimal equivalence
 DH3825.of Year/Month/Day.
 DH3825
 DH3825
 DH3825.The PID for the CORS ARP is DH3824.
 DH3825
 DH3825.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3825
 DH3825.The ellipsoidal height was determined by GPS observations
 DH3825.and is referenced to NAD 83.
 DH3825
 DH3825.The geoid height was determined by GEOID03.
 DH3825
 DH3825;                    North         East     Units Scale Factor Converg.
 DH3825;SPC TN       -   130,437.184   256,814.033   MT  0.99997082   -2 12 49.2
 DH3825;SPC TN       -   427,942.66    842,564.04   sFT  0.99997082   -2 12 49.2
 DH3825
 DH3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3825!SPC TN       -   0.99998297  x   0.99997082  =   0.99995379
 DH3825
 DH3825                          SUPERSEDED SURVEY CONTROL
 DH3825
 DH3825.No superseded survey control is available for this station.
 DH3825
 DH3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4757326416(NAD 83)
 DH3825_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3825
 DH3825                          STATION DESCRIPTION
 DH3825
 DH3825'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3825'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3825'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3825'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3825'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3825'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3822 ***********************************************************************
 DH3822  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3822  DESIGNATION -  EDA MEMPHIS COOP CORS ARP
 DH3822  CORS_ID     -  EDM1
 DH3822  PID         -  DH3822
 DH3822  STATE/COUNTY-  TN/SHELBY
 DH3822  USGS QUAD   -  GERMANTOWN (1997)
 DH3822
 DH3822                         *CURRENT SURVEY CONTROL
 DH3822  ___________________________________________________________________
 DH3822* NAD 83(CORS)-  35 03 31.72004(N)    089 50 13.79452(W)     ADJUSTED  
 DH3822* NAVD 88     -                                                        
 DH3822  ___________________________________________________________________
 DH3822  EPOCH DATE  -        2002.00
 DH3822  X           -      14,854.420 (meters)                     COMP
 DH3822  Y           -  -5,226,726.732 (meters)                     COMP
 DH3822  Z           -   3,643,255.976 (meters)                     COMP
 DH3822  ELLIP HEIGHT-          80.73  (meters)          (06/??/05) GPS OBS
 DH3822  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH3822
 DH3822  HORZ ORDER  -  SPECIAL (CORS)
 DH3822  ELLP ORDER  -  SPECIAL (CORS)
 DH3822
 DH3822.ITRF positions are available for this station.
 DH3822.The coordinates were established by GPS observations
 DH3822.and adjusted by the National Geodetic Survey in June 2005..
 DH3822.The coordinates are valid at the epoch date displayed above.
 DH3822.The epoch date for horizontal control is a decimal equivalence
 DH3822.of Year/Month/Day.
 DH3822
 DH3822
 DH3822.The PID for the CORS L1 Phase Center is DH3823.
 DH3822
 DH3822.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3822
 DH3822.The ellipsoidal height was determined by GPS observations
 DH3822.and is referenced to NAD 83.
 DH3822
 DH3822.The geoid height was determined by GEOID03.
 DH3822
 DH3822;                    North         East     Units Scale Factor Converg.
 DH3822;SPC TN       -    87,354.444   250,038.973   MT  1.00003924   -2 14 47.1
 DH3822;SPC TN       -   286,595.37    820,336.20   sFT  1.00003924   -2 14 47.1
 DH3822
 DH3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3822!SPC TN       -   0.99998733  x   1.00003924  =   1.00002657
 DH3822
 DH3822                          SUPERSEDED SURVEY CONTROL
 DH3822
 DH3822.No superseded survey control is available for this station.
 DH3822
 DH3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4125383247(NAD 83)
 DH3822_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3822
 DH3822                          STATION DESCRIPTION
 DH3822
 DH3822'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3822'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3822'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3822'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3822'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3822'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3823 ***********************************************************************
 DH3823  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3823  DESIGNATION -  EDA MEMPHIS COOP CORS L1 PHASE CENTER
 DH3823  CORS_ID     -  EDM1
 DH3823  PID         -  DH3823
 DH3823  STATE/COUNTY-  TN/SHELBY
 DH3823  USGS QUAD   -  GERMANTOWN (1997)
 DH3823
 DH3823                         *CURRENT SURVEY CONTROL
 DH3823  ___________________________________________________________________
 DH3823* NAD 83(CORS)-  35 03 31.72013(N)    089 50 13.79455(W)     ADJUSTED  
 DH3823* NAVD 88     -                                                        
 DH3823  ___________________________________________________________________
 DH3823  EPOCH DATE  -        2002.00
 DH3823  X           -      14,854.420 (meters)                     COMP
 DH3823  Y           -  -5,226,726.804 (meters)                     COMP
 DH3823  Z           -   3,643,256.030 (meters)                     COMP
 DH3823  ELLIP HEIGHT-          80.82  (meters)          (06/??/05) GPS OBS
 DH3823  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH3823
 DH3823  HORZ ORDER  -  SPECIAL (CORS)
 DH3823  ELLP ORDER  -  SPECIAL (CORS)
 DH3823
 DH3823.ITRF positions are available for this station.
 DH3823.The coordinates were established by GPS observations
 DH3823.and adjusted by the National Geodetic Survey in June 2005..
 DH3823.The coordinates are valid at the epoch date displayed above.
 DH3823.The epoch date for horizontal control is a decimal equivalence
 DH3823.of Year/Month/Day.
 DH3823
 DH3823
 DH3823.The PID for the CORS ARP is DH3822.
 DH3823
 DH3823.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3823
 DH3823.The ellipsoidal height was determined by GPS observations
 DH3823.and is referenced to NAD 83.
 DH3823
 DH3823.The geoid height was determined by GEOID03.
 DH3823
 DH3823;                    North         East     Units Scale Factor Converg.
 DH3823;SPC TN       -    87,354.447   250,038.972   MT  1.00003924   -2 14 47.1
 DH3823;SPC TN       -   286,595.38    820,336.19   sFT  1.00003924   -2 14 47.1
 DH3823
 DH3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3823!SPC TN       -   0.99998731  x   1.00003924  =   1.00002655
 DH3823
 DH3823                          SUPERSEDED SURVEY CONTROL
 DH3823
 DH3823.No superseded survey control is available for this station.
 DH3823
 DH3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4125383247(NAD 83)
 DH3823_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3823
 DH3823                          STATION DESCRIPTION
 DH3823
 DH3823'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3823'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3823'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3823'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3823'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3823'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0689 ***********************************************************************
 GB0689  DESIGNATION -  EDDI
 GB0689  PID         -  GB0689
 GB0689  STATE/COUNTY-  TN/ANDERSON
 GB0689  USGS QUAD   -  POWELL (1976)
 GB0689
 GB0689                         *CURRENT SURVEY CONTROL
 GB0689  ___________________________________________________________________
 GB0689* NAD 83(1995)-  36 06 54.88065(N)    084 01 53.11205(W)     ADJUSTED  
 GB0689* NAVD 88     -       355.725  (meters)    1167.07   (feet)  ADJUSTED  
 GB0689  ___________________________________________________________________
 GB0689  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 GB0689  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0689  DYNAMIC HT  -         355.399 (meters)    1166.00  (feet)  COMP
 GB0689  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GB0689
 GB0689  HORZ ORDER  -  SECOND
 GB0689  VERT ORDER  -  SECOND    CLASS 0
 GB0689
 GB0689.The horizontal coordinates were established by classical geodetic methods
 GB0689.and adjusted by the National Geodetic Survey in April 1999..
 GB0689
 GB0689.The orthometric height was determined by differential leveling
 GB0689.and adjusted by the National Geodetic Survey in June 1991..
 GB0689
 GB0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0689
 GB0689.The geoid height was determined by GEOID03.
 GB0689
 GB0689.The dynamic height is computed by dividing the NAVD 88
 GB0689.geopotential number by the normal gravity value computed on the
 GB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0689.degrees latitude (g = 980.6199 gals.).
 GB0689
 GB0689.The modeled gravity was interpolated from observed gravity values.
 GB0689
 GB0689;                    North         East     Units Scale Factor Converg.
 GB0689;SPC TN       -   199,484.823   777,216.858   MT  0.99996040   +1 09 08.9
 GB0689;SPC TN       -   654,476.46  2,549,918.97   sFT  0.99996040   +1 09 08.9
 GB0689;UTM  16      - 4,000,812.898   767,198.033   MT  1.00047979   +1 45 02.7
 GB0689;UTM  17      - 4,000,987.666   227,144.212   MT  1.00051745   -1 47 16.3
 GB0689
 GB0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0689!SPC TN       -   0.99994898  x   0.99996040  =   0.99990939
 GB0689!UTM  16      -   0.99994898  x   1.00047979  =   1.00042875
 GB0689!UTM  17      -   0.99994898  x   1.00051745  =   1.00046641
 GB0689
 GB0689:                Primary Azimuth Mark                     Grid Az
 GB0689:SPC TN       -  VENTIS                                   168 27 10.5
 GB0689:UTM  16      -  VENTIS                                   167 51 16.7
 GB0689:UTM  17      -  VENTIS                                   171 23 35.7
 GB0689
 GB0689|---------------------------------------------------------------------|
 GB0689| PID    Reference Object                     Distance      Geod. Az  |
 GB0689|                                                           dddmmss.s |
 GB0689| GB0678 VENTIS                              APPROX. 4.8 KM 1693619.4 |
 GB0689| GB0690 EDDI RM 2                            20.939 METERS 19610     |
 GB0689| GB0688 EDDI RM 1                            19.716 METERS 34352     |
 GB0689|---------------------------------------------------------------------|
 GB0689
 GB0689                          SUPERSEDED SURVEY CONTROL
 GB0689
 GB0689  NAD 83(1995)-  36 06 54.88637(N)    084 01 53.11358(W) AD(       ) 2
 GB0689  NAD 83(1995)-  36 06 54.88679(N)    084 01 53.11316(W) AD(       ) 2
 GB0689  NAD 83(1986)-  36 06 54.89335(N)    084 01 53.11019(W) AD(       ) 2
 GB0689  NAD 27      -  36 06 54.60650(N)    084 01 53.42230(W) AD(       ) 2
 GB0689  NGVD 29 (??/??/92)  355.836  (m)         1167.44   (f) ADJ UNCH    2 0
 GB0689
 GB0689.Superseded values are not recommended for survey control.
 GB0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0689.See file dsdata.txt to determine how the superseded data were derived.
 GB0689
 GB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6719800813(NAD 83)
 GB0689_MARKER: DE = TRAVERSE STATION DISK
 GB0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0689_STAMPING: EDDI 1961
 GB0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0689+STABILITY: SURFACE MOTION
 GB0689
 GB0689  HISTORY     - Date     Condition        Report By
 GB0689  HISTORY     - 1961     MONUMENTED       CGS
 GB0689  HISTORY     - 1961     GOOD             CGS
 GB0689  HISTORY     - 1973     GOOD             NGS
 GB0689  HISTORY     - 1980     GOOD             NGS
 GB0689  HISTORY     - 1980     GOOD             NGS
 GB0689
 GB0689                          STATION DESCRIPTION
 GB0689
 GB0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0689'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CLINTON AND 2 MILES
 GB0689'SOUTHWEST OF CEDAR GROVE
 GB0689'ON CHESTNUT RIDGE.
 GB0689'
 GB0689'TO REACH THE STATION FROM THE POST OFFICE IN POWELL, GO EAST ON EMORY
 GB0689'ROAD FOR 1.35 MILES TO
 GB0689'HEISKELL ROAD, TURN LEFT, NORTH, FOR 4.15 MILES TO THE
 GB0689'CROSSROAD IN HEISKELL, TURN
 GB0689'RIGHT, EAST, ON RACOON VALLEY ROAD FOR
 GB0689'2.75 MILES TO A T ROAD LEFT, TURN LEFT, NORTH,
 GB0689'ON FLEEDNOR MILL ROAD
 GB0689'FOR 0.55 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.3
 GB0689'MILE TO A WOODS
 GB0689'ROAD LEFT AT TOP OF GRADE, TURN LEFT, WEST, FOR 0.05 MILE TO
 GB0689'A WIRE GATE, PASS THROUGH
 GB0689'GATE AND GO 0.15 MILE TO THE STATION ON THE
 GB0689'RIGHT.
 GB0689'
 GB0689'STATION MARK IS 45 FEET NORTHWEST OF A WIRE FENCE, 33 FEET SOUTHWEST
 GB0689'OF A 24-INCH ELM TREE
 GB0689'AND 3.5 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 GB0689'STANDARD TRAVERSE DISK SET IN THE
 GB0689'TOP OF A CONCRETE POST, WHICH
 GB0689'PROJECTS 3-INCHES AND IS STAMPED EDDI 1961.
 GB0689'
 GB0689'REFERENCE MARK NO. 1 IS 69 FEET NORTHWEST OF A WITNESS SIGN.  THE
 GB0689'MARK IS A STANDARD DISK
 GB0689'SET IN A CONCRETE POST, SET FLUSH AND IS STAMPED EDDI
 GB0689'NO 1 1961.
 GB0689'
 GB0689'REFERENCE MARK NO. 2 IS 4 FEET WEST OF A 14-INCH WHITE OAK TREE, 3
 GB0689'FEET NORTH OF A 20-INCH
 GB0689'PINE TREE AND 1 FOOT NORTHWEST OF A WIRE FENCE.  THE
 GB0689'MARK IS A STANDARD DISK SET IN
 GB0689'A CONCRETE POST, SET FLUSH AND IS
 GB0689'STAMPED EDDI NO 2 1961.
 GB0689'
 GB0689'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, NO SUITABLE
 GB0689'LOCATION COULD BE FOUND.
 GB0689'
 GB0689'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 GB0689
 GB0689                          STATION RECOVERY (1961)
 GB0689
 GB0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0689'8.9 MI S FROM NORRIS.
 GB0689'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0689'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0689'THEN 4.3 MILES SOUTHEAST OF A GRAVELED ROAD TO A Y JUNCTION, THEN
 GB0689'GO 0.5 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 0.9 MILE SOUTHEAST
 GB0689'ON A GRAVELED ROAD TO THE CREST OF A STEEP HILL AND A TRACK ROAD
 GB0689'ON THE RIGHT, GO WEST FOR 0.05 MILE TO A GATE, PASS THROUGH GATE
 GB0689'AND GO 0.15 MILE TO THE STATION ON THE RIGHT.  STATION MARK IS
 GB0689'45 FT. NORTHWEST OF A WIRE FENCE, 33 FT. SOUTHWEST OF A 25-INCH
 GB0689'ELM TREE AND 3.5 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN
 GB0689'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0689
 GB0689                          STATION RECOVERY (1973)
 GB0689
 GB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (REW)
 GB0689'EDDI RECOVERED IN GOOD CONDITION.
 GB0689'
 GB0689'EDDI 1961 FOUND STAMPED ON THE POINT.
 GB0689'
 GB0689'DESCRIPTION GOOD.
 GB0689'REF. 1 AND 2 RECOVERED IN GOOD CONDITION.
 GB0689'
 GB0689'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.0 AIRMILES EAST OF CLINTON.
 GB0689
 GB0689                          STATION RECOVERY (1980)
 GB0689
 GB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0689'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GB0689'REFERENCE MARKS WERE TURNED AROUND IN THE 1961 BOX SCORE.  REFERENCE
 GB0689'MARK 1 IS NORTH AND REFERENCE MARK 2 IS SOUTHWEST.  THE DISTANCES
 GB0689'WERE FOUND TO BE CORRECT TO THE RIGHT REFERENCE MARKS.  THE STATION
 GB0689'WAS NOT OCCUPIED DUE TO VERY HEAVY GROWTH AT THE SITE.  A NEW
 GB0689'DESCRIPTION FOLLOWS.
 GB0689'
 GB0689'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CLINTON, 2 MILES SOUTH
 GB0689'WEST OF CEDAR GROVE, ON CHESTNUT RIDGE, 1 FOOT SOUTH OF A METAL
 GB0689'WITNESS POST, 115 SOUTHEAST OF A POWER POLE, 27 FEET WEST OF A 12
 GB0689'INCH PINE TREE, 49 FEET NORTH OF AN 18 INCH WHITE OAK TREE AND ABOUT
 GB0689'300 FEET EAST OF A SCALE HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND
 GB0689'THE DISK IS STAMPED---EDDI 1961---.
 GB0689'
 GB0689'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75
 GB0689'AND RACOON VALLEY ROAD, EXIT NO. 117, GO WEST ON RACOON VALLEY
 GB0689'RD. FOR 0.2 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 GB0689'ON FLEENOR MILL ROAD FOR 0.55 MILE TO A PAVED ROAD LEFT.  CONTINUE
 GB0689'NORTH ON THE ROAD FOR 0.3 MILE TO A ROAD LEFT INTO A LANDFILL.  TURN
 GB0689'LEFT AND GO WESTERLY ON THE ROAD FOR 0.1 MILE TO THE STATION ON THE
 GB0689'LEFT.
 GB0689'
 GB0689'REFERENCE MARK 1 IS 1 FOOT EAST OF A METAL WITNESS POST, 52 FEET
 GB0689'SOUTHEAST OF A POWER POLE AND 34 FEET S OF A 14 INCH OAK TREE ON
 GB0689'CUT BANK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---EDDI NO 1
 GB0689'1961---.
 GB0689'
 GB0689'REFERENCE MARK 2 IS 15 FEET SOUTHWEST OF THE 18 INCH OAK TREE, 1
 GB0689'FOOT NORTH OF A METAL WITNESS POST, 3 FEET NORTH OF OLD WIRE FENCE AND
 GB0689'20 FEET NORTHEAST OF A 20 INCH OAK TREE.  THE MONUMENT IS FLUSH AND
 GB0689'THE DISK IS STAMPED---EDDI NO 2 1961---
 GB0689
 GB0689                          STATION RECOVERY (1980)
 GB0689
 GB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0689'THE MARK IS 115 FEET SOUTHEAST OF A POWER POLE,27 FEET WEST OF A 12
 GB0689'INCH PINE TREE,49 FEET NORTH OF AN 18 INCH WHITE OAK TREE AND ABOUT
 GB0689'300 FEET EAST OF A SCALE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0688 ***********************************************************************
 GB0688  DESIGNATION -  EDDI RM 1
 GB0688  PID         -  GB0688
 GB0688  STATE/COUNTY-  TN/ANDERSON
 GB0688  USGS QUAD   -  POWELL (1976)
 GB0688
 GB0688                         *CURRENT SURVEY CONTROL
 GB0688  ___________________________________________________________________
 GB0688* NAD 83(1986)-  36 06 54.     (N)    084 01 53.     (W)     SCALED    
 GB0688* NAVD 88     -       354.889  (meters)    1164.33   (feet)  ADJUSTED  
 GB0688  ___________________________________________________________________
 GB0688  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0688  DYNAMIC HT  -         354.564 (meters)    1163.27  (feet)  COMP
 GB0688  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GB0688
 GB0688  VERT ORDER  -  SECOND    CLASS 0
 GB0688
 GB0688.The horizontal coordinates were scaled from a topographic map and have
 GB0688.an estimated accuracy of +/- 6 seconds.
 GB0688
 GB0688.The orthometric height was determined by differential leveling
 GB0688.and adjusted by the National Geodetic Survey in June 1991..
 GB0688
 GB0688.The geoid height was determined by GEOID03.
 GB0688
 GB0688.The dynamic height is computed by dividing the NAVD 88
 GB0688.geopotential number by the normal gravity value computed on the
 GB0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0688.degrees latitude (g = 980.6199 gals.).
 GB0688
 GB0688.The modeled gravity was interpolated from observed gravity values.
 GB0688
 GB0688;                    North         East    Units  Estimated Accuracy
 GB0688;SPC TN       -   199,460.      777,220.      MT  (+/- 180 meters Scaled)
 GB0688
 GB0688                          SUPERSEDED SURVEY CONTROL
 GB0688
 GB0688  NGVD 29 (??/??/92)  355.000  (m)         1164.70   (f) ADJ UNCH    2 0
 GB0688
 GB0688.Superseded values are not recommended for survey control.
 GB0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0688.See file dsdata.txt to determine how the superseded data were derived.
 GB0688
 GB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF672007(NAD 83)
 GB0688_MARKER: DR = REFERENCE MARK DISK
 GB0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0688_STAMPING: EDDI NO 1 1961
 GB0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0688+STABILITY: SURFACE MOTION
 GB0688
 GB0688  HISTORY     - Date     Condition        Report By
 GB0688  HISTORY     - 1961     MONUMENTED       CGS
 GB0688  HISTORY     - 1980     GOOD             NGS
 GB0688
 GB0688                          STATION DESCRIPTION
 GB0688
 GB0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0688'8.9 MI S FROM NORRIS.
 GB0688'THIS MARK IS LOCATED AT THE EDDI 1961 STATION SITE, 64.7 FT.
 GB0688'SOUTHWEST OF THE STATION MARK, AND 69 FT. NORTHWEST OF A WITNESS
 GB0688'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GB0688'GROUND.
 GB0688
 GB0688                          STATION RECOVERY (1980)
 GB0688
 GB0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0688'THE MARK IS 52 FEET SOUTHEAST OF A POWERPOLE,AND 34 FEET SOUTH OF A
 GB0688'14 INCH OAK TRRE ON A CUT BANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0690 ***********************************************************************
 GB0690  DESIGNATION -  EDDI RM 2
 GB0690  PID         -  GB0690
 GB0690  STATE/COUNTY-  TN/ANDERSON
 GB0690  USGS QUAD   -  POWELL (1976)
 GB0690
 GB0690                         *CURRENT SURVEY CONTROL
 GB0690  ___________________________________________________________________
 GB0690* NAD 83(1986)-  36 06 54.     (N)    084 01 53.     (W)     SCALED    
 GB0690* NAVD 88     -       355.650  (meters)    1166.83   (feet)  ADJUSTED  
 GB0690  ___________________________________________________________________
 GB0690  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0690  DYNAMIC HT  -         355.324 (meters)    1165.76  (feet)  COMP
 GB0690  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GB0690
 GB0690  VERT ORDER  -  SECOND    CLASS 0
 GB0690
 GB0690.The horizontal coordinates were scaled from a topographic map and have
 GB0690.an estimated accuracy of +/- 6 seconds.
 GB0690
 GB0690.The orthometric height was determined by differential leveling
 GB0690.and adjusted by the National Geodetic Survey in June 1991..
 GB0690
 GB0690.The geoid height was determined by GEOID03.
 GB0690
 GB0690.The dynamic height is computed by dividing the NAVD 88
 GB0690.geopotential number by the normal gravity value computed on the
 GB0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0690.degrees latitude (g = 980.6199 gals.).
 GB0690
 GB0690.The modeled gravity was interpolated from observed gravity values.
 GB0690
 GB0690;                    North         East    Units  Estimated Accuracy
 GB0690;SPC TN       -   199,460.      777,220.      MT  (+/- 180 meters Scaled)
 GB0690
 GB0690                          SUPERSEDED SURVEY CONTROL
 GB0690
 GB0690  NGVD 29 (??/??/92)  355.761  (m)         1167.19   (f) ADJ UNCH    2 0
 GB0690
 GB0690.Superseded values are not recommended for survey control.
 GB0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0690.See file dsdata.txt to determine how the superseded data were derived.
 GB0690
 GB0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF672007(NAD 83)
 GB0690_MARKER: DR = REFERENCE MARK DISK
 GB0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0690_STAMPING: EDDI NO 2 1961
 GB0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0690+STABILITY: SURFACE MOTION
 GB0690
 GB0690  HISTORY     - Date     Condition        Report By
 GB0690  HISTORY     - 1961     MONUMENTED       CGS
 GB0690  HISTORY     - 1980     GOOD             NGS
 GB0690
 GB0690                          STATION DESCRIPTION
 GB0690
 GB0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0690'8.9 MI S FROM NORRIS.
 GB0690'THIS MARK IS LOCATED AT THE EDDI 1961 STATION SITE, 68.7 FT.
 GB0690'NORTH OF THE STATION MARK, 4 FT. WEST OF A 14-INCH WHITE OAK
 GB0690'TREE, 3 FT. NORTH OF A 20-INCH PINE TREE, AND 1 FT. NORTHWEST OF A
 GB0690'WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GB0690'THE GROUND.
 GB0690
 GB0690                          STATION RECOVERY (1980)
 GB0690
 GB0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0690'THE MARK IS 15 FEET SOUTHWEST OF AN 18 INCH OAK TREE,3 FEET NORTH OF
 GB0690'AN OLD WIRE FENCE AND 20 FEET NORTHEAST OF A 20 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2399 ***********************************************************************
 FE2399  DESIGNATION -  EDISON
 FE2399  PID         -  FE2399
 FE2399  STATE/COUNTY-  TN/GIBSON
 FE2399  USGS QUAD   -  TRENTON (1981)
 FE2399
 FE2399                         *CURRENT SURVEY CONTROL
 FE2399  ___________________________________________________________________
 FE2399* NAD 83(1995)-  35 52 55.70751(N)    088 57 53.91199(W)     ADJUSTED  
 FE2399* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 FE2399  ___________________________________________________________________
 FE2399  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2399  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2399
 FE2399  HORZ ORDER  -  SECOND
 FE2399
 FE2399.The horizontal coordinates were established by classical geodetic methods
 FE2399.and adjusted by the National Geodetic Survey in April 1999..
 FE2399
 FE2399.The orthometric height was scaled from a topographic map.
 FE2399
 FE2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2399
 FE2399.The geoid height was determined by GEOID03.
 FE2399
 FE2399;                    North         East     Units Scale Factor Converg.
 FE2399;SPC TN       -   175,893.720   332,324.329   MT  0.99994875   -1 44 08.9
 FE2399;SPC TN       -   577,077.98  1,090,300.74   sFT  0.99994875   -1 44 08.9
 FE2399;UTM  16      - 3,972,659.399   322,627.310   MT  0.99998768   -1 09 07.2
 FE2399
 FE2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2399!SPC TN       -   0.99998120  x   0.99994875  =   0.99992995
 FE2399!UTM  16      -   0.99998120  x   0.99998768  =   0.99996888
 FE2399
 FE2399:                Primary Azimuth Mark                     Grid Az
 FE2399:SPC TN       -  TRENTON BROWN SHOE TANK                  010 25 55.4
 FE2399:UTM  16      -  TRENTON BROWN SHOE TANK                  009 50 53.7
 FE2399
 FE2399|---------------------------------------------------------------------|
 FE2399| PID    Reference Object                     Distance      Geod. Az  |
 FE2399|                                                           dddmmss.s |
 FE2399| FE2400 TRENTON BROWN SHOE TANK             APPROX. 9.6 KM 0084146.5 |
 FE2399| CG3992 EDISON RM 1                          27.473 METERS 02104     |
 FE2399| FE2383 MILAN COMPRESS TANK                 APPROX.19.5 KM 0763416.0 |
 FE2399| FE2385 MILAN RAD STA WKBJ MAST             APPROX.16.8 KM 0823253.7 |
 FE2399| FE2394 HUMBOLDT FULL FASHIONED STACK       APPROX. 8.1 KM 1374337.5 |
 FE2399| FE2395 HUMBOLDT MUN STANDPIPE              APPROX. 8.7 KM 1403338.2 |
 FE2399| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 8.8 KM 1483707.9 |
 FE2399| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 8.1 KM 1490436.8 |
 FE2399| CG3993 EDISON RM 2                          24.863 METERS 15400     |
 FE2399| CG3990 EDISON AZ MK                                       2924943.6 |
 FE2399|---------------------------------------------------------------------|
 FE2399
 FE2399                          SUPERSEDED SURVEY CONTROL
 FE2399
 FE2399  NAD 83(1995)-  35 52 55.71144(N)    088 57 53.91538(W) AD(       ) 2
 FE2399  NAD 83(1986)-  35 52 55.71889(N)    088 57 53.91212(W) AD(       ) 2
 FE2399  NAD 27      -  35 52 55.46680(N)    088 57 53.67580(W) AD(       ) 2
 FE2399
 FE2399.Superseded values are not recommended for survey control.
 FE2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2399.See file dsdata.txt to determine how the superseded data were derived.
 FE2399
 FE2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2262772659(NAD 83)
 FE2399_MARKER: DS = TRIANGULATION STATION DISK
 FE2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2399
 FE2399  HISTORY     - Date     Condition        Report By
 FE2399  HISTORY     - 1958     MONUMENTED       CGS
 FE2399  HISTORY     - 1959     GOOD             CGS
 FE2399
 FE2399                          STATION DESCRIPTION
 FE2399
 FE2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2399'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHWEST OF TRENTON, ABOUT 5
 FE2399'MILES NORTHWEST OF HUMBOLDT AND ON THE PROPERTY OF THE OAK GROVE
 FE2399'METHODIST CHURCH. IT IS 107 FEET NORTHWEST OF THE NORTH CORNER OF A
 FE2399'LARGE GRANITE MONUMENT WITH BROWN ON THE WEST SIDE, 59
 FE2399'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 56 FEET WEST OF THE
 FE2399'NORTHWEST CORNER OF THE OAK GROVE METHODIST CHURCH AND 51
 FE2399'FEET NORTHEAST OF A 36 INCH OAK TREE. THE MONUMENT IS FLUSH AND THE
 FE2399'DISK IS STAMPED EDISON 1958.
 FE2399'
 FE2399'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HUMBOLDT, GO NORTH
 FE2399'ON U.S. HIGHWAY 45W FOR 4.65 MILES TO A SIDE ROAD LEFT, JUST
 FE2399'BEFORE REACHING THE VILLAGE OF FRUITLAND. TURN LEFT AND GO WEST ON
 FE2399'PAVED ROAD FOR 1.85 MILES TO A SIDE ROAD LEFT. TURN LEFT
 FE2399'BETWEEN TWO STORES AND GO SOUTH FOR 0.9 MILE TO A CROSSROAD. TURN
 FE2399'LEFT AND GO EAST FOR 0.15 MILE TO THE OAK GROVE METHODIST
 FE2399'CHURCH AND THE STATION ON THE RIGHT.
 FE2399'
 FE2399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.15 MILE TO
 FE2399'A CROSSROAD. CONTINUE AHEAD EAST FOR 0.15 MILE TO A SIDE
 FE2399'ROAD RIGHT. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 FE2399'TO THE OLD GIBSON CHURCH AND THE AZIMUTH MARK ON THE LEFT.
 FE2399'
 FE2399'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FE2399'ROAD, 104 FEET NORTHWEST OF THE NORTH ENTRANCE TO THE CHURCH
 FE2399'AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH
 FE2399'AND THE DISK IS STAMPED EDISON NO 1 1958.
 FE2399'
 FE2399'REFERENCE MARK 2 IS 44 FEET SOUTH OF A 18 INCH MAPLE TREE, 25 FEET
 FE2399'NORTH OF THE GRANITE MONUMENT WITH BROWN ON THE WEST SIDE AND 1
 FE2399'FOOT WEST OF THE SOUTHWEST CORNER OF THE CHURCH. THE MONUMENT IS
 FE2399'FLUSH AND THE DISK IS STAMPED EDISON NO 2 1958.
 FE2399'
 FE2399'THE AZIMUTH MARK IS 46 FEET EAST OF THE SOUTHEAST CORNER OF THE OLD
 FE2399'GIBSON CHURCH, 26 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FE2399'ROAD, 1 FOOT SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER AND 2
 FE2399'FEET SOUTHWEST OF A WHITE WITNESS POST. THE MONUMENT
 FE2399'PROJECTS 1 INCH AND THE DISK IS STAMPED EDISON 1958.
 FE2399'
 FE2399'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2399
 FE2399                          STATION RECOVERY (1959)
 FE2399
 FE2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2399'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 FE2399'CONDITION. THE DISTANCE AND DIRECTIONS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2611 ***********************************************************************
 FE2611  DESIGNATION -  EDITH
 FE2611  PID         -  FE2611
 FE2611  STATE/COUNTY-  TN/LAUDERDALE
 FE2611  USGS QUAD   -  RIPLEY NORTH (1972)
 FE2611
 FE2611                         *CURRENT SURVEY CONTROL
 FE2611  ___________________________________________________________________
 FE2611* NAD 83(1995)-  35 51 22.57529(N)    089 33 27.42234(W)     ADJUSTED  
 FE2611* NAVD 88     -       153.76   (+/-2cm)     504.5    (feet)  VERTCON   
 FE2611  ___________________________________________________________________
 FE2611  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2611  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2611
 FE2611  HORZ ORDER  -  FIRST
 FE2611  VERT ORDER  -  THIRD ? (See Below)
 FE2611
 FE2611.The horizontal coordinates were established by classical geodetic methods
 FE2611.and adjusted by the National Geodetic Survey in April 1999..
 FE2611
 FE2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2611.The vertical order pertains to the NGVD 29 superseded value.
 FE2611
 FE2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2611
 FE2611.The geoid height was determined by GEOID03.
 FE2611
 FE2611;                    North         East     Units Scale Factor Converg.
 FE2611;SPC TN       -   174,808.163   278,738.383   MT  0.99994848   -2 04 58.0
 FE2611;SPC TN       -   573,516.45    914,494.18   sFT  0.99994848   -2 04 58.0
 FE2611;SPC AR N     -   171,694.338   620,578.850   MT  0.99994717   +1 25 16.4
 FE2611;SPC AR N     -   563,300.51  2,036,015.78   sFT  0.99994717   +1 25 16.4
 FE2611;SPC MO E     -     2,954.944   335,118.151   MT  1.00002258   +0 33 07.3
 FE2611;UTM  16      - 3,971,027.577   269,046.208   MT  1.00025731   -1 29 55.7
 FE2611
 FE2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2611!SPC TN       -   0.99998024  x   0.99994848  =   0.99992872
 FE2611!SPC AR N     -   0.99998024  x   0.99994717  =   0.99992741
 FE2611!SPC MO E     -   0.99998024  x   1.00002258  =   1.00000282
 FE2611!UTM  16      -   0.99998024  x   1.00025731  =   1.00023755
 FE2611
 FE2611|---------------------------------------------------------------------|
 FE2611| PID    Reference Object                     Distance      Geod. Az  |
 FE2611|                                                           dddmmss.s |
 FE2611| FE2863 EDITH RM 3                           39.063 METERS 13612     |
 FE2611| CG3994 EDITH RM 1                           47.125 METERS 13956     |
 FE2611| CG3995 EDITH RM 2                          137.160 METERS 21243     |
 FE2611| FE2864 EDITH RM 4                           28.017 METERS 21441     |
 FE2611| FE2865 EDITH AZ MK                                        3563608.2 |
 FE2611|---------------------------------------------------------------------|
 FE2611
 FE2611                          SUPERSEDED SURVEY CONTROL
 FE2611
 FE2611  NAD 83(1995)-  35 51 22.58074(N)    089 33 27.42371(W) AD(       ) 1
 FE2611  NAD 83(1986)-  35 51 22.58601(N)    089 33 27.42323(W) AD(       ) 1
 FE2611  NAD 27      -  35 51 22.31420(N)    089 33 27.14820(W) AD(       ) 1
 FE2611  NGVD 29 (07/19/86)  153.70   (m)          504.3    (f) LEVELING    3  
 FE2611
 FE2611.Superseded values are not recommended for survey control.
 FE2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2611.See file dsdata.txt to determine how the superseded data were derived.
 FE2611
 FE2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6904671028(NAD 83)
 FE2611_MARKER: DS = TRIANGULATION STATION DISK
 FE2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2611
 FE2611  HISTORY     - Date     Condition        Report By
 FE2611  HISTORY     - 1929     MONUMENTED       CGS
 FE2611  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE2611
 FE2611                          STATION DESCRIPTION
 FE2611
 FE2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE2611'ABOUT 7 MILES NORTHWEST OF RIPLEY, 2 MILES NORTHWEST OF EDITH (STORE
 FE2611'AND CROSSROAD), AND ON KNOLL IN CULTIVATED FIELD ON FARM OF W.E.
 FE2611'CRIHFIELD. TO REACH FROM RIPLEY, GO ABOUT 6 MILES TO EDITH ON NEW
 FE2611'LOOP ROAD BETWEEN RIPLEY AND HALLS. FROM EDITH, FOLLOW NEW ROAD
 FE2611'NORTH 1.5 MILES TO ROAD TURNING LEFT AND FOLLOW THIS 0.7 MILE TO
 FE2611'SECOND HOUSE ON LEFT (OCCUPIED BY VAN THOMPSON). STATION IS 250
 FE2611'FEET NORTH OF HOUSE, 50 FEET NORTH OF ROAD, AND 20 FEET NORTHEAST OF
 FE2611'WRECK OF OLD DODGE CAR. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2611'STATION DISKS IN CONCRETE. REFERENCE MARKS ARE
 FE2611'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS ACROSS
 FE2611'ROAD, IN NORTHEAST CORNER OF YARD AROUND VAN THOMPSONS HOUSE, AND
 FE2611'154.6 FEET FROM STATION S 40 DEG 04 MIN E. NO. 2 IS ON SOUTH
 FE2611'SIDE OF ROAD, BETWEEN ROAD AND FENCE, ABOUT 20 FEET NORTHEAST OF
 FE2611'GATE TO BARN, AND APPROXIMATELY 450 FEET FROM STATION S 32 DEG
 FE2611'43 MIN W.
 FE2611
 FE2611                          STATION RECOVERY (1959)
 FE2611
 FE2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2611'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 FE2611'CONDITION. REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT FOUND AND
 FE2611'SHOULD BE CONSIDERED AS LOST. REFERENCE MARK 1 WAS DESTROYED AT THIS
 FE2611'TIME AT THE REQUEST OF THE PROPERTY OWNER AND REFERENCE MARKS 3 AND
 FE2611'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED. A COMPLETE NEW DESCRIPTION
 FE2611'AND TO REACH FOLLOWS.
 FE2611'
 FE2611'THE STATION IS ABOUT 8 MILES WEST OF HALLS, ABOUT 8 MILES NORTH OF
 FE2611'RIPLEY AND ON THE HIGHEST POINT OF A PROMINENT KNOLL OWNED BY MR.
 FE2611'W.E. CRIHFIELD. IT IS 151 FEET NORTH OF THE NORTHWEST CORNER OF A
 FE2611'FRAME HOUSE, 66 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2611'ROAD AND 35 FEET NORTHEAST OF A 40 INCH OAK TREE. THE MONUMENT
 FE2611'PROJECTS 3 INCHES AND THE DISK IS STAMPED EDITH 1929.
 FE2611'
 FE2611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2611'HIGHWAY 88 IN HALLS, GO WEST ON HIGHWAY 88 FOR 1.6 MILES TO A ROAD
 FE2611'FORK. TAKE THE LEFT FORK AND GO SOUTHWEST ON THE PAVED ROAD FOR 5.3
 FE2611'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTHWEST ON THE PAVED
 FE2611'ROAD FOR 1.5 MILES TO A GRAVELED SIDE ROAD WEST.* CONTINUE SOUTHWEST
 FE2611'ON THE PAVED ROAD FOR 1.45 MILES TO A GRAVELED SIDE ROAD RIGHT.
 FE2611'TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR .75 MILE TO A HOUSE
 FE2611'ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 FE2611'
 FE2611'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON THE GRAVELED
 FE2611'ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2611'
 FE2611'REFERENCE MARK 3 IS 47 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FE2611'ROAD, 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 12
 FE2611'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY. THE MONUMENT IS FLUSH AND
 FE2611'THE DISK IS STAMPED EDITH NO 3 1929.
 FE2611'
 FE2611'REFERENCE MARK 4 IS 30 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 FE2611'ROAD AND 10 FEET HIGHER THAN THE SURFACE OF THE ROAD. THE
 FE2611'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EDITH NO 4 1929.
 FE2611'
 FE2611'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 FE2611'ROAD, 1 FOOT WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 FE2611'FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED EDITH
 FE2611'1929.
 FE2611'
 FE2611'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0556 ***********************************************************************
 FC0556  DESIGNATION -  EE 244
 FC0556  PID         -  FC0556
 FC0556  STATE/COUNTY-  TN/MCMINN
 FC0556  USGS QUAD   -  CALHOUN (1980)
 FC0556
 FC0556                         *CURRENT SURVEY CONTROL
 FC0556  ___________________________________________________________________
 FC0556* NAD 83(1986)-  35 22 22.     (N)    084 43 29.     (W)     SCALED    
 FC0556* NAVD 88     -       228.643  (meters)     750.14   (feet)  ADJUSTED  
 FC0556  ___________________________________________________________________
 FC0556  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0556  DYNAMIC HT  -         228.420 (meters)     749.41  (feet)  COMP
 FC0556  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0556
 FC0556  VERT ORDER  -  SECOND    CLASS 0
 FC0556
 FC0556.The horizontal coordinates were scaled from a topographic map and have
 FC0556.an estimated accuracy of +/- 6 seconds.
 FC0556
 FC0556.The orthometric height was determined by differential leveling
 FC0556.and adjusted by the National Geodetic Survey in June 1991..
 FC0556
 FC0556.The geoid height was determined by GEOID03.
 FC0556
 FC0556.The dynamic height is computed by dividing the NAVD 88
 FC0556.geopotential number by the normal gravity value computed on the
 FC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0556.degrees latitude (g = 980.6199 gals.).
 FC0556
 FC0556.The modeled gravity was interpolated from observed gravity values.
 FC0556
 FC0556;                    North         East    Units  Estimated Accuracy
 FC0556;SPC TN       -   116,080.      715,880.      MT  (+/- 180 meters Scaled)
 FC0556
 FC0556                          SUPERSEDED SURVEY CONTROL
 FC0556
 FC0556  NGVD 29 (??/??/92)  228.702  (m)          750.33   (f) ADJ UNCH    2 0
 FC0556
 FC0556.Superseded values are not recommended for survey control.
 FC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0556.See file dsdata.txt to determine how the superseded data were derived.
 FC0556
 FC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE066167(NAD 83)
 FC0556_MARKER: DB = BENCH MARK DISK
 FC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0556_STAMPING: EE 244 1961
 FC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0556+STABILITY: SURFACE MOTION
 FC0556
 FC0556  HISTORY     - Date     Condition        Report By
 FC0556  HISTORY     - 1961     MONUMENTED       CGS
 FC0556  HISTORY     - 1970     GOOD             NGS
 FC0556
 FC0556                          STATION DESCRIPTION
 FC0556
 FC0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FC0556'1.7 MI W FROM RICEVILLE.
 FC0556'THIS MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 FC0556'NEW POST OFFICE IN RICEVILLE, GO NORTH-NORTHEASTERLY ON U.S.
 FC0556'HIGHWAY 11 FOR 0.25 OF A MILE TO A CROSSROAD.  HERE TURN LEFT ON
 FC0556'COUNTY ROUTE 4374 AND GO NORTHWESTERLY FOR 0.2 OF A MILE TO A
 FC0556'ROAD RIGHT, CONTINUE ON COUNTY ROUTE 4374 FOR 0.8 OF A MILE IN
 FC0556'A GENERALLY WESTERLY DIRECTION TO A GRAVELED T ROAD LEFT.  HERE
 FC0556'TURN LEFT ON THIS GRAVELED ROAD AND GO SOUTH-SOUTHWESTERLY,
 FC0556'PASSING THOMPSON SPRING, FOR 1.6 MILES TO A DRIVEWAY ON THE
 FC0556'RIGHT AND THE MARK AS DESCRIBED.  IT IS 27 FEET NORTHWEST OF THE
 FC0556'APPROXIMATE CENTER OF THE GRAVELED ROAD, 18 FEET NORTHWEST OF
 FC0556'A 42-INCH ELM TREE, 16 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FC0556'OF THE DRIVEWAY, 1 FOOT SOUTHWEST OF A FENCE, AND 0.9 OF A
 FC0556'FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0556'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0556'MONUMENT PROJECTING 5 INCHES AND THE DISK IS STAMPED EE 244 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2574 ***********************************************************************
 FE2574  DESIGNATION -  EGYPT
 FE2574  PID         -  FE2574
 FE2574  STATE/COUNTY-  TN/SHELBY
 FE2574  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2574
 FE2574                         *CURRENT SURVEY CONTROL
 FE2574  ___________________________________________________________________
 FE2574* NAD 83(1995)-  35 14 31.54447(N)    089 58 33.03888(W)     ADJUSTED  
 FE2574* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 FE2574  ___________________________________________________________________
 FE2574  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2574  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2574
 FE2574  HORZ ORDER  -  SECOND
 FE2574
 FE2574.The horizontal coordinates were established by classical geodetic methods
 FE2574.and adjusted by the National Geodetic Survey in April 1999..
 FE2574
 FE2574.The orthometric height was scaled from a topographic map.
 FE2574
 FE2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2574
 FE2574.The geoid height was determined by GEOID03.
 FE2574
 FE2574;                    North         East     Units Scale Factor Converg.
 FE2574;SPC TN       -   108,177.115   238,223.725   MT  1.00000140   -2 19 39.4
 FE2574;SPC TN       -   354,911.08    781,572.34   sFT  1.00000140   -2 19 39.4
 FE2574;SPC AR N     -   102,712.898   584,214.080   MT  0.99995366   +1 10 40.3
 FE2574;SPC AR N     -   336,983.90  1,916,709.03   sFT  0.99995366   +1 10 40.3
 FE2574;UTM  16      - 3,903,951.033   229,210.526   MT  1.00050378   -1 43 05.5
 FE2574;UTM  15      - 3,904,084.020   775,187.004   MT  1.00053337   +1 44 46.1
 FE2574
 FE2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2574!SPC TN       -   0.99998921  x   1.00000140  =   0.99999061
 FE2574!SPC AR N     -   0.99998921  x   0.99995366  =   0.99994287
 FE2574!UTM  16      -   0.99998921  x   1.00050378  =   1.00049299
 FE2574!UTM  15      -   0.99998921  x   1.00053337  =   1.00052257
 FE2574
 FE2574:                Primary Azimuth Mark                     Grid Az
 FE2574:SPC TN       -  MILLINGTON DUPONT CHEM S STACK           012 38 57.1
 FE2574:SPC AR N     -  MILLINGTON DUPONT CHEM S STACK           009 08 37.4
 FE2574:UTM  16      -  MILLINGTON DUPONT CHEM S STACK           012 02 23.2
 FE2574:UTM  15      -  MILLINGTON DUPONT CHEM S STACK           008 34 31.6
 FE2574
 FE2574|---------------------------------------------------------------------|
 FE2574| PID    Reference Object                     Distance      Geod. Az  |
 FE2574|                                                           dddmmss.s |
 FE2574| FE2602 MILLINGTON DUPONT CHEM S STACK      APPROX.12.1 KM 0101917.7 |
 FE2574| FE2606 WOODSTOCK GRACE CHEM PRELL TWR      APPROX. 4.6 KM 0131441.8 |
 FE2574| FE2581 RALEIGH                             APPROX. 8.3 KM 0934552.8 |
 FE2574| FE2580 RALEIGH MUNICIPAL TANK              APPROX. 4.9 KM 1093654.1 |
 FE2574| CG4000 EGYPT RM 1                           30.687 METERS 21515     |
 FE2574| FF1988 MEMPHIS RADIO STA WMPS SE MAST      APPROX. 6.4 KM 2501757.8 |
 FE2574| CG3999 EGYPT AZ MK                                        2701221.9 |
 FE2574| CG4001 EGYPT RM 2                           29.818 METERS 27356     |
 FE2574| FF0305 BENJESTOWN RAD STA WHBQ MAST 5      APPROX. 6.7 KM 2801444.9 |
 FE2574| FF1943 MEMPHIS RAD STA WDIA S CEN MST      APPROX. 4.7 KM 3070412.8 |
 FE2574| FF1942 SHELBY STATE PARK WT 31 LOT         APPROX.12.3 KM 3364300.8 |
 FE2574| FE2605 WOODSTOCK DUPONT CHEM TANK          APPROX. 2.8 KM 3514102.2 |
 FE2574|---------------------------------------------------------------------|
 FE2574
 FE2574                          SUPERSEDED SURVEY CONTROL
 FE2574
 FE2574  NAD 83(1995)-  35 14 31.55106(N)    089 58 33.03894(W) AD(       ) 2
 FE2574  NAD 83(1995)-  35 14 31.55320(N)    089 58 33.03888(W) AD(       ) 2
 FE2574  NAD 83(1986)-  35 14 31.55544(N)    089 58 33.03992(W) AD(       ) 2
 FE2574  NAD 27      -  35 14 31.23940(N)    089 58 32.72070(W) AD(       ) 2
 FE2574
 FE2574.Superseded values are not recommended for survey control.
 FE2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2574.See file dsdata.txt to determine how the superseded data were derived.
 FE2574
 FE2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2921103951(NAD 83)
 FE2574_MARKER: DS = TRIANGULATION STATION DISK
 FE2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2574
 FE2574  HISTORY     - Date     Condition        Report By
 FE2574  HISTORY     - 1957     MONUMENTED       CGS
 FE2574  HISTORY     - 1958     GOOD             CGS
 FE2574  HISTORY     - 1989     MARK NOT FOUND   USE
 FE2574  HISTORY     - 19970805 MARK NOT FOUND   TN1620
 FE2574
 FE2574                          STATION DESCRIPTION
 FE2574
 FE2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2574'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF THE CENTER OF MEMPHIS,
 FE2574'ABOUT 8 MILES SOUTHWEST OF MILLINGTON AND ON PROPERTY OWNED BY
 FE2574'MR. SNEAD MORGAN.  IT IS 79 FEET SOUTHWEST OF THE INTERSECTION OF
 FE2574'HAWKINS MILL ROAD AND A BRICK DRIVEWAY SOUTH, 43 FEET SOUTH OF
 FE2574'THE CENTERLINE OF HAWKINS MILL ROAD, 32 FEET SOUTHEAST OF A 24 INCH
 FE2574'OAK TREE, 18 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 16
 FE2574'FEET SOUTH OF A WHITE WITNESS POST AND A FENCE.  THE MONUMENT IS
 FE2574'FLUSH AND THE DISK IS STAMPED EGYPT 1957.
 FE2574'
 FE2574'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE WOLF
 FE2574'RIVER AT THE NORTHWEST EDGE OF MEMPHIS, GO NORTH AND NORTHEAST ON
 FE2574'U.S. HIGHWAY 51 FOR 4.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 FE2574'MILLINGTON ROAD AND GO EAST FOR 0.9 MILE TO A SIDE ROAD RIGHT.
 FE2574'TURN RIGHT ON OVERTON CROSSING ROAD AND GO S FOR 0.4 MILE TO A SIDE
 FE2574'ROAD LEFT.  TURN LEFT ON HAWKINS MILL ROAD AND GO EAST FOR 1.0 MILE
 FE2574'TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 FE2574'EAST ON HAWKINS MILL ROAD FOR 0.15 MILE TO A BRICK DRIVEWAY AND
 FE2574'THE STATION ON THE RIGHT.
 FE2574'
 FE2574'REFERENCE MARK 1 IS 30 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY
 FE2574'AND 10 FEET WEST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH AND
 FE2574'THE DISK IS STAMPED EGYPT NO 1 1957.
 FE2574'
 FE2574'REFERENCE MARK 2 IS 16 FEET SOUTHWEST OF A 20 INCH OAK TREE AND 9
 FE2574'FEET SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2574'STAMPED EGYPT NO 2 1957.
 FE2574'
 FE2574'THE AZIMUTH MARK IS 159 FEET SOUTH OF THE INTERSECTION OF HAWKINS
 FE2574'MILL ROAD AND BEACON HILLS ROAD, 22 FEET EAST OF THE CENTERLINE OF
 FE2574'BEACON HILLS ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 FE2574'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EGYPT 1957.
 FE2574'
 FE2574'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2574
 FE2574                          STATION RECOVERY (1958)
 FE2574
 FE2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 FE2574'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED.  TO REACH
 FE2574'ADEQUATE.  THE STATION IS NOW ON PROPERTY OWNED BY MR.  E.H.
 FE2574'MANUEL WHO LIVES ON THE PROPERTY.
 FE2574
 FE2574                          STATION RECOVERY (1989)
 FE2574
 FE2574'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE2574'MARK NOT FOUND.
 FE2574
 FE2574                          STATION RECOVERY (1997)
 FE2574
 FE2574'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE2574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1662 ***********************************************************************
 GD1662  DESIGNATION -  ELBRIDGE
 GD1662  PID         -  GD1662
 GD1662  STATE/COUNTY-  TN/OBION
 GD1662  USGS QUAD   -  HORNBEAK (1983)
 GD1662
 GD1662                         *CURRENT SURVEY CONTROL
 GD1662  ___________________________________________________________________
 GD1662* NAD 83(1995)-  36 16 14.32835(N)    089 20 06.10931(W)     ADJUSTED  
 GD1662* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 GD1662  ___________________________________________________________________
 GD1662  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GD1662  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1662
 GD1662  HORZ ORDER  -  THIRD
 GD1662
 GD1662.The horizontal coordinates were established by classical geodetic methods
 GD1662.and adjusted by the National Geodetic Survey in April 1999..
 GD1662
 GD1662.The orthometric height was scaled from a topographic map.
 GD1662
 GD1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1662
 GD1662.The geoid height was determined by GEOID03.
 GD1662
 GD1662;                    North         East     Units Scale Factor Converg.
 GD1662;SPC TN       -   220,050.967   300,396.952   MT  0.99997736   -1 57 08.9
 GD1662;SPC TN       -   721,950.55    985,552.33   sFT  0.99997736   -1 57 08.9
 GD1662;UTM  16      - 4,016,497.131   290,253.127   MT  1.00014208   -1 22 54.9
 GD1662
 GD1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1662!SPC TN       -   0.99998356  x   0.99997736  =   0.99996092
 GD1662!UTM  16      -   0.99998356  x   1.00014208  =   1.00012564
 GD1662
 GD1662|---------------------------------------------------------------------|
 GD1662| PID    Reference Object                     Distance      Geod. Az  |
 GD1662|                                                           dddmmss.s |
 GD1662| CG4003 ELBRIDGE RM 1                         6.790 METERS 03313     |
 GD1662| CG4002 ELBRIDGE AZ MK                                     1145615.2 |
 GD1662| GD1665 66 20 13                             12.885 METERS 14102     |
 GD1662| GD1645 NEWBERN MUNICIPAL TANK              APPROX.18.4 KM 1601055.0 |
 GD1662|---------------------------------------------------------------------|
 GD1662
 GD1662                          SUPERSEDED SURVEY CONTROL
 GD1662
 GD1662  NAD 83(1995)-  36 16 14.33227(N)    089 20 06.10919(W) AD(       ) 3
 GD1662  NAD 83(1995)-  36 16 14.33362(N)    089 20 06.10985(W) AD(       ) 3
 GD1662  NAD 83(1986)-  36 16 14.33964(N)    089 20 06.10900(W) AD(       ) 3
 GD1662  NAD 27      -  36 16 14.09720(N)    089 20 05.84680(W) AD(       ) 3
 GD1662
 GD1662.Superseded values are not recommended for survey control.
 GD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1662.See file dsdata.txt to determine how the superseded data were derived.
 GD1662
 GD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9025316497(NAD 83)
 GD1662_MARKER: DS = TRIANGULATION STATION DISK
 GD1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1662
 GD1662  HISTORY     - Date     Condition        Report By
 GD1662  HISTORY     - 1959     MONUMENTED       CGS
 GD1662  HISTORY     - 19640429 MARK NOT FOUND   USGS
 GD1662  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD1662
 GD1662                          STATION DESCRIPTION
 GD1662
 GD1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1662'THE STATION IS ABOUT 1 MILE NORTHWEST OF ELBRIDGE, ABOUT 5 MILES
 GD1662'SOUTHWEST OF HORNBEAK AND ON PROPERTY OWNED BY MRS. ALICE THURMAN.
 GD1662'IT IS 96 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 89 FEET
 GD1662'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 51 FEET NORTHWEST OF
 GD1662'A WALNUT TREE, 46 FEET NORTHWEST OF A WHITE WITNESS POST AND 15 FEET
 GD1662'WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1662'ELBRIDGE 1959.
 GD1662'
 GD1662'TO REACH THE STATION FROM THE NEW CHAPEL METHODIST CHURCH IN
 GD1662'ELBRIDGE, GO NORTH ON A PAVED ROAD FOR 0.25 MILE TO THE END OF
 GD1662'PAVEMENT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO
 GD1662'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON THE
 GD1662'GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON
 GD1662'THE GRAVELED ROAD FOR 0.45 MILE TO THE HOME OF MRS. ALICE THURMAN ON
 GD1662'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GD1662'
 GD1662'REFERENCE MARK 1 IS 108 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 GD1662'ROAD, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 1
 GD1662'FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1662'STAMPED ELBRIDGE NO 1 1959.
 GD1662'
 GD1662'66/20/13 IS A STANDARD TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE
 GD1662'TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 48
 GD1662'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 8 FEET NORTHWEST
 GD1662'OF A WALNUT TREE, 4 FEET NORTH OF THE WHITE WITNESS POST AND 1 FOOT
 GD1662'WEST OF THE FENCE.  THE DISK IS STAMPED 66/20/13.
 GD1662'
 GD1662'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 42 FEET SOUTH OF THE
 GD1662'CENTERLINE OF A DRIVEWAY, 36 FEET WEST OF THE WEST SIDE OF A BARN,
 GD1662'23 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT WEST OF
 GD1662'A FENCE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 GD1662'PROJECTS 2 INCHES AND THE DISK IS STAMPED ELBRIDGE 1959.
 GD1662'
 GD1662'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1662
 GD1662                          STATION RECOVERY (1964)
 GD1662
 GD1662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (LRW)
 GD1662'MARK NOT FOUND.
 GD1662
 GD1662                          STATION RECOVERY (1967)
 GD1662
 GD1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1662'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 GD1662'IN GOOD CONDITION.  A NEW HOME HAS BEEN BUILT BY MR. PRESTON
 GD1662'MARSHALL AT THE STATION SITE AND WOULD BE DIRECTLY OVER THE STATION
 GD1662'SITE.  THE HOUSE WAS CRAWLED UNDER IN AN EFFORT TO FIND THE
 GD1662'STATION, BUT IT COULD NOT BE FOUND, HOWEVER, IT IS VERY POSSIBLE
 GD1662'THAT THE STATION AND SUBSURFACE MARK COULD STILL BE THERE, AS
 GD1662'MR.  MARSHALL STATED THAT NO GRADING WAS DONE PRIOR TO THE TIME
 GD1662'THE FOOTINGS WERE POURED, BUT HE HAD NEVER SEEN THE STATION
 GD1662'MARK HIMSELF.  66/20/13 (TENN. DIV. OF GEOL.) MARK WHICH
 GD1662'WAS TRAVERSED TO IN 1959 WAS FOUND LAYING IN A ROAD DITCH SOME
 GD1662'DISTANCE FROM THE ORIGINAL SITE, AND THE DISK WAS REMOVED.
 GD1662'
 GD1662'REFERENCE MARK NO. 1 WHICH IS NOW IN MR. MARSHALLS YARD AND 8.5
 GD1662'FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, SHOWS NO EVIDENCE
 GD1662'OF EVER BEING DISTURBED, AND WAS LEFT INTACT FOR POSSIBLE USE AS
 GD1662'AN ECCENTRIC POINT IN THE FUTURE.  THE AZIMUTH MARK WAS FOUND AS
 GD1662'DESCRIBED AND WAS IN NO WAY DISTURBED.
 GD1662'
 GD1662'THE ORIGINAL STATION TO-REACH IS COMPLETELY ADEQUATE FOR THE
 GD1662'REMAINING MARKS.
 GD1662'
 GD1662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GD1662'NORTHWEST OF ELBRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1865 ***********************************************************************
 FC1865  DESIGNATION -  ELDER MOUNTAIN TSFS LOT SC 28
 FC1865  PID         -  FC1865
 FC1865  STATE/COUNTY-  TN/MARION
 FC1865  USGS QUAD   -  CHATTANOOGA (1976)
 FC1865
 FC1865                         *CURRENT SURVEY CONTROL
 FC1865  ___________________________________________________________________
 FC1865* NAD 83(1995)-  35 04 07.18964(N)    085 22 02.29969(W)     ADJUSTED  
 FC1865* NAVD 88     -                                                        
 FC1865  ___________________________________________________________________
 FC1865  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 FC1865  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FC1865
 FC1865  HORZ ORDER  -  THIRD
 FC1865
 FC1865.The horizontal coordinates were established by classical geodetic methods
 FC1865.and adjusted by the National Geodetic Survey in April 1999..
 FC1865
 FC1865
 FC1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1865
 FC1865.The geoid height was determined by GEOID03.
 FC1865
 FC1865;                    North         East     Units Scale Factor Converg.
 FC1865;SPC TN       -    81,772.661   657,710.966   MT  1.00003695   +0 22 13.5
 FC1865;SPC TN       -   268,282.47  2,157,840.06   sFT  1.00003695   +0 22 13.5
 FC1865;UTM  16      - 3,881,876.532   648,868.418   MT  0.99987313   +0 56 17.7
 FC1865
 FC1865                          SUPERSEDED SURVEY CONTROL
 FC1865
 FC1865  NAD 83(1995)-  35 04 07.18975(N)    085 22 02.29986(W) AD(       ) 4
 FC1865  NAD 83(1995)-  35 04 07.19012(N)    085 22 02.30210(W) AD(       ) 4
 FC1865  NAD 83(1995)-  35 04 07.19089(N)    085 22 02.30014(W) AD(       ) 4
 FC1865  NAD 83(1986)-  35 04 07.19099(N)    085 22 02.29928(W) AD(       ) 4
 FC1865  NAD 27      -  35 04 06.93000(N)    085 22 02.44400(W) AD(       ) 3
 FC1865
 FC1865.Superseded values are not recommended for survey control.
 FC1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1865.See file dsdata.txt to determine how the superseded data were derived.
 FC1865
 FC1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4886881877(NAD 83)
 FC1865_MARKER: 57 = LOOKOUT TOWER
 FC1865
 FC1865  HISTORY     - Date     Condition        Report By
 FC1865  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1865
 FC1865                          STATION DESCRIPTION
 FC1865
 FC1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1865'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 FC1865'ON ELDER MOUNTAIN ABOUT 5 MILES NORTHWEST OF CHATTANOOGA.
 FC1865'
 FC1865'TO REACH THE STATION FROM THE LOOKOUT VALLEY BRANCH POST OFFICE IN
 FC1865'TIFTONIA, GO NORTH ON BROWNS FERRY ROAD FOR 1.3 MILES TO PAN GAP
 FC1865'ROAD, TURN LEFT AND GO 0.75 MILE TO A CROSSROAD, CONTINUE AHEAD FOR
 FC1865'0.15 MILE TO A SIGN PRIVATE ROAD, KEEP OUT, ELDER MOUNTAIN, FOLLOW
 FC1865'THE PRIVATE ROAD FOR 2.2 MILES TO A FORK, TAKE THE LEFT FORK FOR 0.25
 FC1865'MILE TO A REVERSE Y, CONTINUE AHEAD ON GRAVELED ROAD FOR 0.55 MILE
 FC1865'TO THE STATION ON THE LEFT, 27 FEET NORTHEAST OF APPROXIMATE CENTER
 FC1865'OF THE GRAVELED ROAD.
 FC1865'
 FC1865'THE STATION IS A REGULAR LOOKOUT CAB SUPPORTED ATOP AN 80 FOOT
 FC1865'4-LEGGED STEEL TOWER.  THE APEX OF THE CAB IS THE POINT
 FC1865'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3368 ***********************************************************************
 GA3368  DESIGNATION -  ELIZABETHTON
 GA3368  PID         -  GA3368
 GA3368  STATE/COUNTY-  TN/CARTER
 GA3368  USGS QUAD   -  ELIZABETHTON (1968)
 GA3368
 GA3368                         *CURRENT SURVEY CONTROL
 GA3368  ___________________________________________________________________
 GA3368* NAD 83(1995)-  36 20 19.95507(N)    082 13 35.41521(W)     ADJUSTED  
 GA3368* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 GA3368  ___________________________________________________________________
 GA3368  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GA3368  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3368
 GA3368  HORZ ORDER  -  THIRD
 GA3368
 GA3368.The horizontal coordinates were established by classical geodetic methods
 GA3368.and adjusted by the National Geodetic Survey in April 1999..
 GA3368
 GA3368.The orthometric height was scaled from a topographic map.
 GA3368
 GA3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3368
 GA3368.The geoid height was determined by GEOID03.
 GA3368
 GA3368;                    North         East     Units Scale Factor Converg.
 GA3368;SPC TN       -   229,046.755   938,682.439   MT  0.99998713   +2 12 33.0
 GA3368;SPC TN       -   751,464.23  3,079,660.64   sFT  0.99998713   +2 12 33.0
 GA3368;UTM  17      - 4,022,234.025   389,930.428   MT  0.99974927   -0 43 36.7
 GA3368
 GA3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3368!SPC TN       -   0.99991753  x   0.99998713  =   0.99990466
 GA3368!UTM  17      -   0.99991753  x   0.99974927  =   0.99966682
 GA3368
 GA3368:                Primary Azimuth Mark                     Grid Az
 GA3368:SPC TN       -  HOLSTON 2                                036 26 24.2
 GA3368:UTM  17      -  HOLSTON 2                                039 22 33.9
 GA3368
 GA3368|---------------------------------------------------------------------|
 GA3368| PID    Reference Object                     Distance      Geod. Az  |
 GA3368|                                                           dddmmss.s |
 GA3368| GA3370 HOLSTON 2                           APPROX.14.0 KM 0383857.2 |
 GA3368| DB9242 ELIZABETHTON RM 1                    14.524 METERS 06832     |
 GA3368| DB9243 ELIZABETHTON RM 2                    13.771 METERS 32835     |
 GA3368|---------------------------------------------------------------------|
 GA3368
 GA3368                          SUPERSEDED SURVEY CONTROL
 GA3368
 GA3368  NAD 83(1995)-  36 20 19.95852(N)    082 13 35.41615(W) AD(       ) 3
 GA3368  NAD 83(1995)-  36 20 19.95757(N)    082 13 35.42968(W) AD(       ) 3
 GA3368  NAD 83(1995)-  36 20 19.96356(N)    082 13 35.41675(W) AD(       ) 3
 GA3368  NAD 83(1986)-  36 20 19.96378(N)    082 13 35.41936(W) AD(       ) 3
 GA3368  NAD 27      -  36 20 19.55700(N)    082 13 35.98800(W) AD(       ) 3
 GA3368
 GA3368.Superseded values are not recommended for survey control.
 GA3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3368.See file dsdata.txt to determine how the superseded data were derived.
 GA3368
 GA3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8993022234(NAD 83)
 GA3368_MARKER: DS = TRIANGULATION STATION DISK
 GA3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3368
 GA3368  HISTORY     - Date     Condition        Report By
 GA3368  HISTORY     - 1934     MONUMENTED       CGS
 GA3368  HISTORY     - 1959     GOOD             CGS
 GA3368  HISTORY     - 1967     GOOD             CGS
 GA3368  HISTORY     - 1979     MARK NOT FOUND   NGS
 GA3368
 GA3368                          STATION DESCRIPTION
 GA3368
 GA3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3368'IN ELIZABETHTON, ABOUT 1 MILE FROM CENTER OF TOWN, ABOUT 200 YARDS
 GA3368'EAST OF LARGE
 GA3368'CONCRETE WATER TANK, ON BARE RIDGE, ON PROPERTY OF
 GA3368'AMERICAN BEMBERG CO.  150 FEET
 GA3368'NORTH OF SMALL 2-ROOM HOUSE OF NAT
 GA3368'GWEN, AND 25 FEET SOUTH OF DIRT ROAD TO TANK.  TO
 GA3368'REACH FROM FIRST
 GA3368'NATIONAL BANK, FOLLOW ROUTE 67 WEST 0.6 MILE TO ROAN STREET, TURN
 GA3368'LEFT AND GO 0.2
 GA3368'MILE MILE, KEEP STRAIGHT AHEAD AT JOGGED CROSSROADS
 GA3368'UPHILL ON CINDER ROAD, GO 0.2 MILE
 GA3368'AND TURN SOUTHWEST JUST BEFORE
 GA3368'REACHING SMALL GREEN HOUSE ON RIGHT, AND GO 0.1 MILE
 GA3368'TO STATION.
 GA3368'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3368'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GA3368'CONCRETE.  NO. 1 IS 30 FEET
 GA3368'SOUTH OF CENTER OF ROAD AND
 GA3368'47.65 FEET FROM STATION N 21 DEG 28 MIN E.  NO.
 GA3368'2 IS 12 FEET
 GA3368'NORTH OF CENTER OF ROAD AND 45.18 FEET FROM STATION N 31 DEG 25 MIN W.
 GA3368'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION- HIGH
 GA3368'SCHOOL, SOUTHWEST CHIMNEY, 1
 GA3368'MILE, N 49 DEG 06 MIN E, WHITE
 GA3368'CHURCH, GRAY SPIRE, 0.5 MILE, N 18 DEG 25 MIN E,
 GA3368'UPPER CITY
 GA3368'RESERVOIR, 200 YARDS, S 81 DEG 59 MIN W, GLANZSTOFF SMOKESTACK,
 GA3368'0.75 MILE, N 49 DEG 21 MIN W,
 GA3368'LOWER CITY RESERVOIR, 250 YARDS, N 41 DEG W,
 GA3368'AMERICAN BEMBERG CO., SMOKESTACK, 0.75 MILE,
 GA3368'N 36 DEG 25 MIN W, AND BAPTIST CHURCH, BELL
 GA3368'TOWER, 1 MILE, N 29 DEG E.
 GA3368
 GA3368                          STATION RECOVERY (1959)
 GA3368
 GA3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GA3368'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION NOT FURNISHED FIELD
 GA3368'PARTY.  REFERENCE MARKS
 GA3368'SEARCHED FOR BUT NOT FOUND.
 GA3368
 GA3368                          STATION RECOVERY (1967)
 GA3368
 GA3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GA3368'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN FAIR CONDITION.
 GA3368'THE 1959 RECOVERY
 GA3368'NOTE STATES THAT THE REFERENCE MARKS WERE NOT
 GA3368'FOUND, HOWEVER, THEY ARE BOTH IN
 GA3368'GOOD SHAPE AND THE 1934 DISTANCE
 GA3368'MEASUREMENTS TO THEM CHECK FLAT.
 GA3368'
 GA3368'REACH IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW TO-REACH.
 GA3368'
 GA3368'TO REACH FROM THE SOUTHEAST CORNER OF THE POST OFFICE IN
 GA3368'ELIZABETHTON, GO
 GA3368'WESTERLY ON STATE ROUTE 67 FOR 0.75 MILE TO SOUTH RANGE STREET ON
 GA3368'THE LEFT.  HERE TURN
 GA3368'LEFT ON SOUTH RANGE STREET AND GO SOUTH FOR 0.35
 GA3368'MILE TO RIDGECREST DRIVE ON THE RIGHT,
 GA3368'TURN RIGHT ON RIDGECREST AND
 GA3368'GO WEST FOR 0.1 MILE TO THE BILLY RAY MILLER HOME ON THE
 GA3368'LEFT AND
 GA3368'E.T.T.  FROM THIS POINT PACK SOUTH ALONG A WHITE WOODEN FENCE FOR
 GA3368'ABOUT 75 YARDS TO
 GA3368'THE TOP OF THE RIDGE, TURN LEFT ALONG TOP OF RIDGE
 GA3368'AND PACK EASTERLY FOR ABOUT 120
 GA3368'YARDS TO THE STATION IN DENSE
 GA3368'UNDERGROWTH.  THE STATION IS NOW 0.8 OF A FOOT
 GA3368'NORTH OF A METAL
 GA3368'WITNESS POST AND SIGN.
 GA3368
 GA3368                          STATION RECOVERY (1979)
 GA3368
 GA3368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GA3368'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE STATION MARK AND
 GA3368'REFERENCE MARK 1 WERE NOT FOUND AND ASSUMED DESTROYED BY GRADING FOR
 GA3368'A NEW HOUSE AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0447 ***********************************************************************
 FD0447  DESIGNATION -  ELK
 FD0447  PID         -  FD0447
 FD0447  STATE/COUNTY-  TN/GILES
 FD0447  USGS QUAD   -  ELKTON (1982)
 FD0447
 FD0447                         *CURRENT SURVEY CONTROL
 FD0447  ___________________________________________________________________
 FD0447* NAD 83(1995)-  35 03 20.95911(N)    086 52 50.25362(W)     ADJUSTED  
 FD0447* NAVD 88     -       188.374  (meters)     618.02   (feet)  ADJUSTED  
 FD0447  ___________________________________________________________________
 FD0447  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD0447  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0447  DYNAMIC HT  -         188.197 (meters)     617.44  (feet)  COMP
 FD0447  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FD0447
 FD0447  HORZ ORDER  -  SECOND
 FD0447  VERT ORDER  -  SECOND    CLASS 0
 FD0447
 FD0447.The horizontal coordinates were established by classical geodetic methods
 FD0447.and adjusted by the National Geodetic Survey in April 1999..
 FD0447
 FD0447.The orthometric height was determined by differential leveling
 FD0447.and adjusted by the National Geodetic Survey in June 1991..
 FD0447
 FD0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0447
 FD0447.The geoid height was determined by GEOID03.
 FD0447
 FD0447.The dynamic height is computed by dividing the NAVD 88
 FD0447.geopotential number by the normal gravity value computed on the
 FD0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0447.degrees latitude (g = 980.6199 gals.).
 FD0447
 FD0447.The modeled gravity was interpolated from observed gravity values.
 FD0447
 FD0447;                    North         East     Units Scale Factor Converg.
 FD0447;SPC TN       -    80,522.817   519,661.773   MT  1.00003994   -0 30 56.0
 FD0447;SPC TN       -   264,181.94  1,704,923.67   sFT  1.00003994   -0 30 56.0
 FD0447;UTM  16      - 3,879,240.051   510,885.674   MT  0.99960146   +0 04 06.8
 FD0447
 FD0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0447!SPC TN       -   0.99997477  x   1.00003994  =   1.00001471
 FD0447!UTM  16      -   0.99997477  x   0.99960146  =   0.99957624
 FD0447
 FD0447|---------------------------------------------------------------------|
 FD0447| PID    Reference Object                     Distance      Geod. Az  |
 FD0447|                                                           dddmmss.s |
 FD0447| FD0446 ELK RM 1                              8.220 METERS 04324     |
 FD0447| FD0451 DICKSON                             APPROX. 1.5 KM 1694359.7 |
 FD0447| FD0448 ELK RM 2                              7.246 METERS 22235     |
 FD0447|---------------------------------------------------------------------|
 FD0447
 FD0447                          SUPERSEDED SURVEY CONTROL
 FD0447
 FD0447  NAD 83(1995)-  35 03 20.96025(N)    086 52 50.25367(W) AD(       ) 2
 FD0447  NAD 83(1995)-  35 03 20.96349(N)    086 52 50.25648(W) AD(       ) 2
 FD0447  NAD 83(1986)-  35 03 20.96673(N)    086 52 50.25515(W) AD(       ) 2
 FD0447  NAD 27      -  35 03 20.67040(N)    086 52 50.24530(W) AD(       ) 2
 FD0447  NGVD 29 (??/??/92)  188.343  (m)          617.92   (f) ADJ UNCH    2 0
 FD0447
 FD0447.Superseded values are not recommended for survey control.
 FD0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0447.See file dsdata.txt to determine how the superseded data were derived.
 FD0447
 FD0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1088679240(NAD 83)
 FD0447_MARKER: DE = TRAVERSE STATION DISK
 FD0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0447_STAMPING: ELK 1960
 FD0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0447+STABILITY: SURFACE MOTION
 FD0447
 FD0447  HISTORY     - Date     Condition        Report By
 FD0447  HISTORY     - 1960     MONUMENTED       CGS
 FD0447  HISTORY     - 1960     GOOD             CGS
 FD0447
 FD0447                          STATION DESCRIPTION
 FD0447
 FD0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0447'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF ELKTON AND ON THE NORTH
 FD0447'SIDE OF THE ELK RIVER.
 FD0447'
 FD0447'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO EAST ON TAR
 FD0447'ROAD FOR 0.15 MILE TO END
 FD0447'OF TAR ROAD, TURN RIGHT, SOUTH, ON GRAVELED ROAD FOR
 FD0447'0.3 MILE TO THE STATION ON THE
 FD0447'LEFT.
 FD0447'
 FD0447'THE STATION MARK IS 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 FD0447'2.1 FEET NORTH OF WITNESS
 FD0447'SIGN AND 2 FEET NORTH OF WIRE FENCE.  THE MARK IS A
 FD0447'STANDARD TRAVERSE DISK, SET IN TOP
 FD0447'OF A CONCRETE POST, WHICH PROJECTS
 FD0447'2 INCHES, AND IS STAMPED ELK 1960.
 FD0447'
 FD0447'REFERENCE MARK NO 1 IS 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 FD0447'AND 2 FEET NORTH OF WIRE
 FD0447'FENCE.  THE MARK IS A STANDARD DISK, SET IN TOP OF
 FD0447'A CONCRETE POST, WHICH PROJECTS 2
 FD0447'INCHES, AND IS STAMPED ELK NO 1
 FD0447'1960.
 FD0447'
 FD0447'REFERENCE MARK NO 2 IS 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 FD0447'AND 1 FOOT NORTH OF WIRE
 FD0447'FENCE.  THE MARK IS A STANDARD DISK, SET IN TOP OF
 FD0447'A CONCRETE POST, WHICH PROJECTS 2
 FD0447'INCHES, AND IS STAMPED ELK NO 2
 FD0447'1960.
 FD0447'
 FD0447'TRAVERSE STATION DICKSON WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD0447'DESCRIPTION THEREOF.
 FD0447
 FD0447                          STATION RECOVERY (1960)
 FD0447
 FD0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0447'0.6 MI E FROM ELKTON.
 FD0447'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0447'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE
 FD0447'EAST ON A GRAVELED ROAD.  THE STATION MARK IS 16 FT. NORTH OF
 FD0447'THE CENTER OF THE GRAVELED ROAD, 2.1 FT. NORTH OF A WIRE FENCE,
 FD0447'AND 2 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0447'CONCRETE POST THAT PROJECTS 2 INCHES AND ABOUT 2 FT. ABOVE THE
 FD0447'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2583 ***********************************************************************
 GC2583  DESIGNATION -  ELK
 GC2583  PID         -  GC2583
 GC2583  STATE/COUNTY-  TN/STEWART
 GC2583  USGS QUAD   -  CUMBERLAND CITY (1983)
 GC2583
 GC2583                         *CURRENT SURVEY CONTROL
 GC2583  ___________________________________________________________________
 GC2583* NAD 83(1995)-  36 24 30.58610(N)    087 43 44.52850(W)     ADJUSTED  
 GC2583* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2583  ___________________________________________________________________
 GC2583  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GC2583  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2583
 GC2583  HORZ ORDER  -  SECOND
 GC2583
 GC2583.The horizontal coordinates were established by classical geodetic methods
 GC2583.and adjusted by the National Geodetic Survey in April 1999..
 GC2583
 GC2583.The orthometric height was scaled from a topographic map.
 GC2583
 GC2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2583
 GC2583.The geoid height was determined by GEOID03.
 GC2583
 GC2583;                    North         East     Units Scale Factor Converg.
 GC2583;SPC TN       -   231,611.953   444,920.012   MT  0.99999856   -1 00 44.1
 GC2583;SPC TN       -   759,880.22  1,459,708.41   sFT  0.99999856   -1 00 44.1
 GC2583;UTM  16      - 4,029,505.033   434,633.753   MT  0.99965264   -0 25 57.8
 GC2583
 GC2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2583!SPC TN       -   0.99997445  x   0.99999856  =   0.99997301
 GC2583!UTM  16      -   0.99997445  x   0.99965264  =   0.99962710
 GC2583
 GC2583:                Primary Azimuth Mark                     Grid Az
 GC2583:SPC TN       -  SHILOH                                   115 22 58.8
 GC2583:UTM  16      -  SHILOH                                   114 48 12.5
 GC2583
 GC2583|---------------------------------------------------------------------|
 GC2583| PID    Reference Object                     Distance      Geod. Az  |
 GC2583|                                                           dddmmss.s |
 GC2583| GC2575 SHILOH                              APPROX.16.0 KM 1142214.7 |
 GC2583| CG5741 ELK RM 2                             23.580 METERS 19533     |
 GC2583| CG5740 ELK RM 1                             23.086 METERS 30853     |
 GC2583|---------------------------------------------------------------------|
 GC2583
 GC2583                          SUPERSEDED SURVEY CONTROL
 GC2583
 GC2583  NAD 83(1995)-  36 24 30.58750(N)    087 43 44.53013(W) AD(       ) 2
 GC2583  NAD 83(1995)-  36 24 30.58976(N)    087 43 44.53355(W) AD(       ) 2
 GC2583  NAD 83(1986)-  36 24 30.59552(N)    087 43 44.53078(W) AD(       ) 2
 GC2583  NAD 27      -  36 24 30.40800(N)    087 43 44.46000(W) AD(       ) 2
 GC2583
 GC2583.Superseded values are not recommended for survey control.
 GC2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2583.See file dsdata.txt to determine how the superseded data were derived.
 GC2583
 GC2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3463429505(NAD 83)
 GC2583_MARKER: DS = TRIANGULATION STATION DISK
 GC2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2583
 GC2583  HISTORY     - Date     Condition        Report By
 GC2583  HISTORY     - 1952     MONUMENTED       CGS
 GC2583
 GC2583                          STATION DESCRIPTION
 GC2583
 GC2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2583'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF DOVER AND 6 MILES
 GC2583'NORTHWEST OF ERIN ON A WOODED RIDGE IN THE STEWART STATE FOREST.  IT
 GC2583'IS 46 FEET SOUTHWEST OF A TWIN 14 INCH OAK TREE, 23 FEET NORTH OF A
 GC2583'10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 23 FEET
 GC2583'SOUTHWEST OF THE CENTER OF A TRACK WOODS ROAD AND 6 FEET NORTH OF A
 GC2583'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GC2583'IS STAMPED ELK 1952.
 GC2583'
 GC2583'REFERENCE MARK NO. 1 IS 14 FEET NORTHEAST OF A BLAZED 8 INCH OAK TREE
 GC2583'AND 14 FEET SOUTHWEST OF A BLAZED 12 INCH OAK TREE.  THE MARK
 GC2583'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ELK NO 1 1952.
 GC2583'
 GC2583'REFERENCE MARK NO. 2 IS 5 FEET SOUTHEAST OF A BLAZED 6 INCH OAK TREE.
 GC2583'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ELK NO 2
 GC2583'1952.
 GC2583'
 GC2583'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN ERIN, GO
 GC2583'WEST ON STATE HIGHWAY 49 FOR 3.9 MILES TO A CROSSROAD, TURN
 GC2583'RIGHT AND GO NORTH ON HIGHWAY 49 FOR 7.7 MILES TO A CROSSROAD IN THE
 GC2583'VILLAGE OF CARLISLE, TURN RIGHT AND GO EAST ON PAVED ROAD FOR 2.7
 GC2583'MILES TO A T INTERSECTION, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 GC2583'0.45 MILE TO A SAWMILL ON THE RIGHT AND A GRAVEL SIDE ROAD
 GC2583'RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 1.7 MILES TO A CREEK, FORD CREEK
 GC2583'AND CONTINUE AHEAD FOR 0.7 MILE TO A LOG HOUSE ON THE LEFT AND A
 GC2583'BOARD GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO NORTHWEST
 GC2583'AND NORTH ALONG FENCE FOR 0.45 MILE TO TOP OF A RIDGE AND A FORK WITH
 GC2583'A BLAZED 12 INCH OAK TREE, TURN LEFT AND GO WEST ON FAINT TRACK
 GC2583'ROAD FOR 0.3 MILE KEEPING ON THE SOUTH SIDE OF A FENCE TO A FENCE
 GC2583'CORNER, PASS THROUGH WIRE GATE, TURN RIGHT AND GO NORTH ON WEST
 GC2583'SIDE OF FENCE FOR 0.3 MILE TO AN OLD ROAD, BEAR LEFT AND GO SOUTHWEST
 GC2583'FOR 0.05 MILE TO A FORK, BEAR LEFT AND GO SOUTH ON TRACK ROAD FOR
 GC2583'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2583'
 GC2583'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0446 ***********************************************************************
 FD0446  DESIGNATION -  ELK RM 1
 FD0446  PID         -  FD0446
 FD0446  STATE/COUNTY-  TN/GILES
 FD0446  USGS QUAD   -  ELKTON (1982)
 FD0446
 FD0446                         *CURRENT SURVEY CONTROL
 FD0446  ___________________________________________________________________
 FD0446* NAD 83(1986)-  35 03 20.     (N)    086 52 50.     (W)     SCALED    
 FD0446* NAVD 88     -       188.579  (meters)     618.70   (feet)  ADJUSTED  
 FD0446  ___________________________________________________________________
 FD0446  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0446  DYNAMIC HT  -         188.402 (meters)     618.12  (feet)  COMP
 FD0446  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FD0446
 FD0446  VERT ORDER  -  SECOND    CLASS 0
 FD0446
 FD0446.The horizontal coordinates were scaled from a topographic map and have
 FD0446.an estimated accuracy of +/- 6 seconds.
 FD0446
 FD0446.The orthometric height was determined by differential leveling
 FD0446.and adjusted by the National Geodetic Survey in June 1991..
 FD0446
 FD0446.The geoid height was determined by GEOID03.
 FD0446
 FD0446.The dynamic height is computed by dividing the NAVD 88
 FD0446.geopotential number by the normal gravity value computed on the
 FD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0446.degrees latitude (g = 980.6199 gals.).
 FD0446
 FD0446.The modeled gravity was interpolated from observed gravity values.
 FD0446
 FD0446;                    North         East    Units  Estimated Accuracy
 FD0446;SPC TN       -    80,490.      519,670.      MT  (+/- 180 meters Scaled)
 FD0446
 FD0446                          SUPERSEDED SURVEY CONTROL
 FD0446
 FD0446  NGVD 29 (??/??/92)  188.548  (m)          618.59   (f) ADJ UNCH    2 0
 FD0446
 FD0446.Superseded values are not recommended for survey control.
 FD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0446.See file dsdata.txt to determine how the superseded data were derived.
 FD0446
 FD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108792(NAD 83)
 FD0446_MARKER: DR = REFERENCE MARK DISK
 FD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0446_STAMPING: ELK NO 1 1960
 FD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0446+STABILITY: SURFACE MOTION
 FD0446
 FD0446  HISTORY     - Date     Condition        Report By
 FD0446  HISTORY     - 1960     MONUMENTED       CGS
 FD0446
 FD0446                          STATION DESCRIPTION
 FD0446
 FD0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0446'0.6 MI E FROM ELKTON.
 FD0446'THIS MARK IS LOCATED AT THE ELK 1960 STATION SITE, 27 FT.
 FD0446'NORTHEAST OF THE STATION MARK, 16 FT. NORTH OF THE CENTER OF THE
 FD0446'GRAVELED ROAD AND 2 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET
 FD0446'IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0448 ***********************************************************************
 FD0448  DESIGNATION -  ELK RM 2
 FD0448  PID         -  FD0448
 FD0448  STATE/COUNTY-  TN/GILES
 FD0448  USGS QUAD   -  ELKTON (1982)
 FD0448
 FD0448                         *CURRENT SURVEY CONTROL
 FD0448  ___________________________________________________________________
 FD0448* NAD 83(1986)-  35 03 20.     (N)    086 52 50.     (W)     SCALED    
 FD0448* NAVD 88     -       188.129  (meters)     617.22   (feet)  ADJUSTED  
 FD0448  ___________________________________________________________________
 FD0448  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0448  DYNAMIC HT  -         187.953 (meters)     616.64  (feet)  COMP
 FD0448  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FD0448
 FD0448  VERT ORDER  -  SECOND    CLASS 0
 FD0448
 FD0448.The horizontal coordinates were scaled from a topographic map and have
 FD0448.an estimated accuracy of +/- 6 seconds.
 FD0448
 FD0448.The orthometric height was determined by differential leveling
 FD0448.and adjusted by the National Geodetic Survey in June 1991..
 FD0448
 FD0448.The geoid height was determined by GEOID03.
 FD0448
 FD0448.The dynamic height is computed by dividing the NAVD 88
 FD0448.geopotential number by the normal gravity value computed on the
 FD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0448.degrees latitude (g = 980.6199 gals.).
 FD0448
 FD0448.The modeled gravity was interpolated from observed gravity values.
 FD0448
 FD0448;                    North         East    Units  Estimated Accuracy
 FD0448;SPC TN       -    80,490.      519,670.      MT  (+/- 180 meters Scaled)
 FD0448
 FD0448                          SUPERSEDED SURVEY CONTROL
 FD0448
 FD0448  NGVD 29 (??/??/92)  188.098  (m)          617.12   (f) ADJ UNCH    2 0
 FD0448
 FD0448.Superseded values are not recommended for survey control.
 FD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0448.See file dsdata.txt to determine how the superseded data were derived.
 FD0448
 FD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108792(NAD 83)
 FD0448_MARKER: DR = REFERENCE MARK DISK
 FD0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0448_STAMPING: ELK NO 2 1960
 FD0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0448+STABILITY: SURFACE MOTION
 FD0448
 FD0448  HISTORY     - Date     Condition        Report By
 FD0448  HISTORY     - 1960     MONUMENTED       CGS
 FD0448
 FD0448                          STATION DESCRIPTION
 FD0448
 FD0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0448'0.6 MI E FROM ELKTON.
 FD0448'THIS MARK IS LOCATED AT THE ELK 1960 STATION SITE, 23.7 FT.
 FD0448'SOUTHWEST OF THE STATION MARK, 16 FT. NORTH OF THE CENTER OF A
 FD0448'GRAVELED ROAD, AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS
 FD0448'SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1469 ***********************************************************************
 GD1469  DESIGNATION -  ELKHORN
 GD1469  PID         -  GD1469
 GD1469  STATE/COUNTY-  TN/HENRY
 GD1469  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD1469
 GD1469                         *CURRENT SURVEY CONTROL
 GD1469  ___________________________________________________________________
 GD1469* NAD 83(1995)-  36 19 42.86271(N)    088 09 17.04976(W)     ADJUSTED  
 GD1469* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 GD1469  ___________________________________________________________________
 GD1469  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GD1469  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GD1469
 GD1469  HORZ ORDER  -  SECOND
 GD1469
 GD1469.The horizontal coordinates were established by classical geodetic methods
 GD1469.and adjusted by the National Geodetic Survey in April 1999..
 GD1469
 GD1469.The orthometric height was scaled from a topographic map.
 GD1469
 GD1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1469
 GD1469.The geoid height was determined by GEOID03.
 GD1469
 GD1469;                    North         East     Units Scale Factor Converg.
 GD1469;SPC TN       -   223,503.021   406,548.580   MT  0.99998556   -1 15 41.3
 GD1469;SPC TN       -   733,276.16  1,333,818.13   sFT  0.99998556   -1 15 41.3
 GD1469;UTM  16      - 4,021,011.768   396,357.705   MT  0.99973235   -0 41 02.9
 GD1469
 GD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1469!SPC TN       -   0.99998173  x   0.99998556  =   0.99996729
 GD1469!UTM  16      -   0.99998173  x   0.99973235  =   0.99971409
 GD1469
 GD1469:                Primary Azimuth Mark                     Grid Az
 GD1469:SPC TN       -  EAGLE                                    013 08 46.4
 GD1469:UTM  16      -  EAGLE                                    012 34 08.0
 GD1469
 GD1469|---------------------------------------------------------------------|
 GD1469| PID    Reference Object                     Distance      Geod. Az  |
 GD1469|                                                           dddmmss.s |
 GD1469| GD1470 EAGLE                               APPROX. 6.8 KM 0115305.1 |
 GD1469| CG4008 ELKHORN AZ MK                                      0822325.1 |
 GD1469| CG4009 ELKHORN RM 1                         35.570 METERS 09023     |
 GD1469| CG4010 ELKHORN RM 2                         40.273 METERS 13404     |
 GD1469| GD1485 PARIS CYLINDRICAL WATER TANK        APPROX.15.9 KM 2584857.8 |
 GD1469| GD1486 PARIS EPISCOPAL CHURCH SPIRE        APPROX.15.6 KM 2592042.8 |
 GD1469|---------------------------------------------------------------------|
 GD1469
 GD1469                          SUPERSEDED SURVEY CONTROL
 GD1469
 GD1469  NAD 83(1995)-  36 19 42.86657(N)    088 09 17.05235(W) AD(       ) 2
 GD1469  NAD 83(1995)-  36 19 42.86624(N)    088 09 17.05758(W) AD(       ) 2
 GD1469  NAD 83(1986)-  36 19 42.87161(N)    088 09 17.05091(W) AD(       ) 2
 GD1469  NAD 27      -  36 19 42.67200(N)    088 09 16.91200(W) AD(       ) 2
 GD1469
 GD1469.Superseded values are not recommended for survey control.
 GD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1469.See file dsdata.txt to determine how the superseded data were derived.
 GD1469
 GD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF9635821012(NAD 83)
 GD1469_MARKER: DS = TRIANGULATION STATION DISK
 GD1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1469
 GD1469  HISTORY     - Date     Condition        Report By
 GD1469  HISTORY     - 1934     MONUMENTED       CGS
 GD1469  HISTORY     - 1951     GOOD             CGS
 GD1469  HISTORY     - 1968     GOOD             CGS
 GD1469  HISTORY     - 1971     GOOD             LOCENG
 GD1469
 GD1469                          STATION DESCRIPTION
 GD1469
 GD1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1469'ABOUT 2.75 MILES NORTH OF SPRINGVILLE AND 9.5 MILES EAST-NORTHEAST OF
 GD1469'PARIS.  TO REACH FROM PARIS, FOLLOW ROUTE 76 NORTHEAST 4.1 MILES TO
 GD1469'GRAVEL ROAD, TURN RIGHT EAST ONTO GRAVEL ROAD AND FOLLOW 6.0 MILES
 GD1469'TO HOME OF MR. PIERCE.  TURN INTO YARD OF JOHN NANCE JUST BEFORE
 GD1469'REACHING THE PIERCE HOME, GO THROUGH TWO GATES AND FOLLOW DIM
 GD1469'ROAD BETWEEN TWO CULTIVATED FIELDS 0.3 MILE TO PASTURE.  TURN
 GD1469'RIGHT ACROSS PASTURE, GO 0.2 MILE TO SMALL WOODS, GO THROUGH GATE TO
 GD1469'ANOTHER PASTURE AND CROSS THIS TO HIGHEST PART DISTANT ABOUT
 GD1469'100 YARDS, AND STATION.  TO REACH FROM SPRINGVILLE, FOLLOW DIRT
 GD1469'ROAD NORTHWEST ALONG RAILROAD TRACKS 3.1 MILES TO PIERCES HOME.  GO
 GD1469'THROUGH YARD OF JOHN NANCES HOME NEXT TO MR PIERCES, AND THEN
 GD1469'PROCEED AS ABOVE.  STATION IS ABOUT 0.4 MILE BEHIND PIERCES HOME AND
 GD1469'100 FEET WEST OF WEST EDGE OF WOODS.  SURFACE AND UNDERGROUND MARKS
 GD1469'ARE STANDARD STATION DISKS IN CONCRETE.
 GD1469'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1469'CONCRETE.  NO. 1 IS ON NORTH EDGE OF WOODS AND 116.70
 GD1469'FEET FROM STATION S 89 DEG 37 MIN E.  NO. 2 IS ON WEST EDGE
 GD1469'OF WOODS AND 132.13 FEET FROM STATION S 45 DEG 56 MIN E.
 GD1469'AZIMUTH MARK IS AT EDGE OF WOODS FENCE, 5 FEET SOUTHWEST OF FENCE
 GD1469'LINE WITH GROWTH OF SMALL SASSAFRAS TREES, 30 FEET SOUTH OF 3-INCH
 GD1469'WHITE CEDAR TREE ON FENCE LINE, AND 600 FEET FROM STATION
 GD1469'N 82 DEG 24 MIN E.
 GD1469
 GD1469                          STATION RECOVERY (1951)
 GD1469
 GD1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GD1469'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 GD1469'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE,
 GD1469'WITH THE EXCEPTION OF THE TO REACH.  A NEW TO REACH DESCRIPTION
 GD1469'FOLLOWS.
 GD1469'
 GD1469'TO REACH FROM THE COURTHOUSE IN PARIS, GO E ON STATE HIGHWAY 64 FOR
 GD1469'0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 79, CONTINUE ENE ON HIGHWAY
 GD1469'79 FOR 3.65 MILES TO A CROSSROAD, AT A GAS STATION AND STORE ON THE
 GD1469'RIGHT AT THE N EDGE OF THE VILLAGE OF INDIA, TURN RIGHT AND GO E ON
 GD1469'THE MAIN TRAVELED GRAVELED ROAD FOR 3.8 MILES TO A FORK.  TAKE LEFT
 GD1469'FORK AND CONTINUE E FOR 1.8 MILES TO A STORE ON THE LEFT IN THE
 GD1469'VILLAGE OF ELKHORN, CONTINUE E FOR 0.3 MILE TO A SIDE ROAD RIGHT
 GD1469'AT A CHURCH ON RIGHT, TURN RIGHT AND GO S FOR 0.25 MILE TO MRS.
 GD1469'PIERCES HOME ON THE LEFT, CONTINUE S FOR 0.25 MILE TO A BOARD GATE
 GD1469'ON LEFT, AT TOP OF A RISE, TURN LEFT THROUGH GATE AND GO E ALONG A
 GD1469'FENCE FOR 0.15 MILE, GO THROUGH GATE AT CORNER OF FIELD AND GO NE
 GD1469'ACROSS FIELD FOR ABOUT 0.15 MILE TO ANOTHER BOARD GATE, GO THROUGH
 GD1469'GATE AND GO N ALONG EDGE OF FIELD FOR ABOUT 50 YARDS TO A FENCE,
 GD1469'GO THROUGH FENCE AND GO NE FOR ABOUT 100 YARDS TO TOP OF HILL AND
 GD1469'STATION.
 GD1469
 GD1469                          STATION RECOVERY (1968)
 GD1469
 GD1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1469'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1469'
 GD1469'DUE TO MANY CHANGES IN THE ROADS AND IN THE OWNERSHIP OF THE
 GD1469'PROPERTY, THE ORIGINAL DESCRIPTION AND TO REACH ARE NO LONGER
 GD1469'ADEQUATE.
 GD1469'
 GD1469'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1469'
 GD1469'THE STATION IS LOCATED ON A LOW, CULTIVATED HILL ON THE PROPERTY OF
 GD1469'CLIVE AND ANNER PIERCE, ABOUT 9-1/2 MILES EAST-NORTHEAST OF PARIS,
 GD1469'2.75 MILES NORTH OF OLD SPRINGVILLE, AND 0.75 OF A MILE SOUTHEAST
 GD1469'OF THE SMALL COMMUNITY OF ELKHORN.
 GD1469'
 GD1469'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1469'STREET HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1469'OFFICE IN THE SOUTHEAST ANGLE IN PARIS, GO EASTERLY ON STATE ROUTES
 GD1469'54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79 AND STATE
 GD1469'ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY 79
 GD1469'AND STATE ROUTE 76 FOR 3.6 MILES TO COUNTY ROAD R-9149 ON THE RIGHT
 GD1469'IN THE SMALL COMMUNITY OF INDIA.  HERE TURN RIGHT ON COUNTY ROAD
 GD1469'R-9149 AND GO EASTERLY FOR 1.55 MILES TO WHERE THE COUNTY ROAD
 GD1469'BEARS RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 GD1469'STRAIGHT AHEAD, EAST, ON THE GRAVELED ROAD FOR 0.9 OF A MILE TO
 GD1469'A STOP SIGN IN A CURVE ON COUNTY ROAD R-8093.  HERE CONTINUE
 GD1469'EASTERLY, NORTHEASTERLY AND EAST ON COUNTY ROAD R-8093 FOR 3.15 MILES
 GD1469'TO A STORE ON THE LEFT IN ELKHORN, CONTINUE EAST FOR 0.3 OF A
 GD1469'MILE TO WHERE COUNTY ROAD R-8093 CONTINUES STRAIGHT AHEAD AND
 GD1469'COUNTY ROAD S-8093 2 INTERSECTS ON THE RIGHT CEMETERY IN THE
 GD1469'SOUTHWEST ANGLE.  HERE TURN RIGHT ON COUNTY ROAD S-8093 2 AND GO
 GD1469'SOUTH FOR 0.55 OF A MILE TO A FIELD ROAD ON THE LEFT, TURN LEFT ON
 GD1469'THIS FIELD ROAD AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR
 GD1469'0.2 OF A MILE TO WHERE THE FIELD ROAD CURVES LEFT, KEEP LEFT
 GD1469'ALONG WEST SIDE OF FENCE AND GO NORTH FOR 0.1 OF A MILE TO WHERE
 GD1469'ROAD CROSSES OVER THE FENCE, AND CONTINUES NORTH ALONG THE EAST SIDE
 GD1469'OF THE FENCE FOR 0.05 OF A MILE TO A T FENCE CORNER EAST AND END OF
 GD1469'TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEASTERLY, UPHILL, ACROSS
 GD1469'THE CULTIVATED FIELD FOR ABOUT 450 FEET TO THE TOP OF THE HILL AND
 GD1469'THE STATION AS DESCRIBED.
 GD1469'
 GD1469'THE STATION IS ABOUT 120 FEET EAST OF THE EAST END OF A NARROW COPSE
 GD1469'IN A DRAW, 82 FEET WEST OF THE NORTHWEST CORNER OF DENSE WOODS, AND
 GD1469'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1469'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1469'PROJECTS 8 INCHES AND THE DISK IS STAMPED ELKHORN 1934.
 GD1469'
 GD1469'REFERENCE MARK NO. 1 IS EAST OF THE STATION ALONG THE NORTH EDGE OF
 GD1469'DENSE WOODS, 36 FEET EAST OF THE NORTHWEST CORNER OF THE WOODS, 11
 GD1469'FEET WEST-NORTHWEST OF A 12-INCH SASSAFRAS TREE, AND 1.0 FOOT WEST
 GD1469'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1469'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GD1469'AND THE DISK IS STAMPED ELKHORN NO 1 1934.
 GD1469'
 GD1469'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AT THE WEST EDGE OF
 GD1469'DENSE WOODS, 88 FEET SOUTH OF THE NORTHWEST CORNER OF THE WOODS,
 GD1469'3.5 FEET NORTHWEST OF AN 18-INCH BITTERNUT HICKORY TREE, AND 0.8 OF
 GD1469'A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1469'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1469'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORN NO 2 1934.
 GD1469'
 GD1469'DUE TO THE DENSE WOODS BETWEEN THE REFERENCE MARKS, THEY COULD NOT
 GD1469'BE MEASURED BETWEEN.
 GD1469'
 GD1469'THE AZIMUTH MARK IS IN A NARROW THICKET OF SASSAFRAS SAPLINGS AND
 GD1469'ALONG THE WEST EDGE OF A FENCE BETWEEN TWO CULTIVATED FIELDS ABOUT
 GD1469'0.1 OF A MILE EAST OF THE STATION.  IT IS ABOUT 250 FEET SOUTH OF A
 GD1469'NORTHEAST FENCE CORNER, 5 FEET WEST OF A NORTH-SOUTH FENCE, 2
 GD1469'FEET EAST OF THE EDGE OF A CULTIVATED FIELD, AND 0.8 OF A FOOT
 GD1469'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE
 GD1469'MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1469'PROJECTS 4 INCHES AND THE DISK IS STAMPED ELKHORN AZI 1934.
 GD1469'
 GD1469'NOTE.  THE CULTIVATED FIELD IN WHICH THE STATION IS LOCATED WAS UNDER
 GD1469'CROP AT THE TIME OF THIS RECOVERY AND THE HORIZONTAL DISTANCES TO
 GD1469'THE REFERENCE MARKS COULD NOT BE VERIFIED.
 GD1469'
 GD1469'WHEN THIS FIELD IS NOT IN CROP, IT WOULD BE POSSIBLE TO DRIVE TO ALL
 GD1469'MARKS IN DRY WEATHER.
 GD1469'
 GD1469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.75 OF A
 GD1469'MILE SE OF ELKHORN.
 GD1469
 GD1469                          STATION RECOVERY (1971)
 GD1469
 GD1469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1469'ELKHORN STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1469'
 GD1469'DESCRIPTION AS IN BULLETIN.
 GD1469'
 GD1469'BOTH REF. MKS. IN GOOD CONDITION.  AZ. MARK IN GOOD CONDITION AND
 GD1469'AS DESCRIBED IN BULLETIN ALL 4 MARKERS HAS METAL POST AND C. AND G.
 GD1469'SURVEY MARKER SIGHT ON SAME.
 GD1469'
 GD1469'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 S. E. OF ELKHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1431 ***********************************************************************
 FD1431  DESIGNATION -  ELKINS
 FD1431  PID         -  FD1431
 FD1431  STATE/COUNTY-  TN/FRANKLIN
 FD1431  USGS QUAD   -  CAPITOL HILL (1982)
 FD1431
 FD1431                         *CURRENT SURVEY CONTROL
 FD1431  ___________________________________________________________________
 FD1431* NAD 83(1995)-  35 16 02.94496(N)    086 04 37.21036(W)     ADJUSTED  
 FD1431* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FD1431  ___________________________________________________________________
 FD1431  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FD1431  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD1431
 FD1431  HORZ ORDER  -  SECOND
 FD1431
 FD1431.The horizontal coordinates were established by classical geodetic methods
 FD1431.and adjusted by the National Geodetic Survey in April 1999..
 FD1431
 FD1431.The orthometric height was scaled from a topographic map.
 FD1431
 FD1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1431
 FD1431.The geoid height was determined by GEOID03.
 FD1431
 FD1431;                    North         East     Units Scale Factor Converg.
 FD1431;SPC TN       -   103,647.144   592,993.522   MT  0.99999696   -0 02 42.3
 FD1431;SPC TN       -   340,049.00  1,945,512.91   sFT  0.99999696   -0 02 42.3
 FD1431;UTM  16      - 3,903,097.211   583,951.232   MT  0.99968685   +0 31 58.7
 FD1431
 FD1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1431!SPC TN       -   0.99995194  x   0.99999696  =   0.99994890
 FD1431!UTM  16      -   0.99995194  x   0.99968685  =   0.99963880
 FD1431
 FD1431:                Primary Azimuth Mark                     Grid Az
 FD1431:SPC TN       -  ELKINS AZ MK                             024 21 41.2
 FD1431:UTM  16      -  ELKINS AZ MK                             023 47 00.2
 FD1431
 FD1431|---------------------------------------------------------------------|
 FD1431| PID    Reference Object                     Distance      Geod. Az  |
 FD1431|                                                           dddmmss.s |
 FD1431| CG5742 ELKINS AZ MK                                       0241858.9 |
 FD1431| CG5743 ELKINS RM 1                          19.111 METERS 03415     |
 FD1431| CG5744 ELKINS RM 2                          19.084 METERS 12524     |
 FD1431| FD1441 WINCHESTER MUNICIPAL TANK           APPROX. 9.7 KM 2003623.1 |
 FD1431|---------------------------------------------------------------------|
 FD1431
 FD1431                          SUPERSEDED SURVEY CONTROL
 FD1431
 FD1431  NAD 83(1995)-  35 16 02.94704(N)    086 04 37.20949(W) AD(       ) 2
 FD1431  NAD 83(1995)-  35 16 02.94746(N)    086 04 37.20931(W) AD(       ) 2
 FD1431  NAD 83(1995)-  35 16 02.95503(N)    086 04 37.20965(W) AD(       ) 2
 FD1431  NAD 83(1986)-  35 16 02.95666(N)    086 04 37.20823(W) AD(       ) 2
 FD1431  NAD 27      -  35 16 02.66000(N)    086 04 37.26700(W) AD(       ) 2
 FD1431
 FD1431.Superseded values are not recommended for survey control.
 FD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1431.See file dsdata.txt to determine how the superseded data were derived.
 FD1431
 FD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8395103097(NAD 83)
 FD1431_MARKER: DS = TRIANGULATION STATION DISK
 FD1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1431
 FD1431  HISTORY     - Date     Condition        Report By
 FD1431  HISTORY     - 1934     MONUMENTED       CGS
 FD1431  HISTORY     - 1949     GOOD             LOCSUR
 FD1431  HISTORY     - 1975     GOOD             NGS
 FD1431
 FD1431                          STATION DESCRIPTION
 FD1431
 FD1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1431'ABOUT 4 MILES NORTH OF DECHERD, 3.25 MILES EAST BY SOUTH OF ESTILL,
 FD1431'ON WEST SIDE OF
 FD1431'OLD WINCHESTER- MANCHESTER ROAD, AND ON PROPERTY OF J
 FD1431'R ELKINS.  TO REACH FROM POST
 FD1431'OFFICE IN DECHERD, GO 0.2 MILE
 FD1431'NORTHWEST ON FIRST STREET NORTHEAST OF POST
 FD1431'OFFICE, TURN RIGHT ONTO
 FD1431'MAIN ROAD AND GO 0.05 MILE, KEEP STRAIGHT AHEAD AT CROSSROAD
 FD1431'AND GO 0.05
 FD1431'MILE, TURN LEFT ONTO MAIN ROAD AND GO 4.0 MILES TO TOP OF GRADE
 FD1431'AND MR ELKINS HOME ON
 FD1431'LEFT.  STATION IS 32 YARDS SOUTHEAST OF
 FD1431'SOUTHEAST CORNER OF MR ELKINS HOUSE, 27
 FD1431'YARDS WEST OF CENTER LINE OF
 FD1431'WINCHESTER-MANCHESTER ROAD, AND 9 YARDS EAST OF PICKET
 FD1431'FENCE CORNER IN
 FD1431'MR ELKINS FRONT YARD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1431'STATION DISKS IN
 FD1431'CONCRETE.  REFERENCE AND AZIMUTH
 FD1431'MARKS ARE STANDARD REFERENCE DISKS
 FD1431'IN CONCRETE.  NO 1 IS
 FD1431'ALONG NORTH FENCE LINE AROUND YARD, 17 YARDS WEST OF
 FD1431'CENTER LINE OF
 FD1431'ROAD, 4 YARDS WEST OF 8-INCH CEDAR, AND 62.76 FEET FROM STATION
 FD1431'N 34 DEG 15 MIN E.
 FD1431'NO 2 IS IN FRONT OF HOUSE, ALONG HIGHWAY
 FD1431'RIGHT-OF-WAY, 11 YARDS SOUTH OF SOUTH
 FD1431'FENCE AROUND YARD, 6 YARDS WEST
 FD1431'OF CENTER LINE OF ROAD, AND 62.77 FEET FROM STATION
 FD1431'S 54 DEG 36 MIN E.
 FD1431'AZIMUTH MARK IS 13 YARDS NORTH OF TELEPHONE POLE NO 177,
 FD1431'7 YARDS EAST OF CENTER
 FD1431'LINE OF ROAD LEADING PAST STATION, AND
 FD1431'APPROXIMATELY 0.1 MILE FROM STATION
 FD1431'N 24 DEG 19 MIN E.
 FD1431'WINCHESTER, MUNICIPAL WATER TANK (ALUMINUM), BALL ON TOP,
 FD1431'IS ABOUT 6 MILES
 FD1431'FROM STATION S 20 DEG 37 MIN W.
 FD1431
 FD1431                          STATION RECOVERY (1949)
 FD1431
 FD1431'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 FD1431'LETTER OF R L BOERS, BOERS SURVEY CO, 511 OAK ST, MANCHESTER, TENN,
 FD1431'DATED APRIL 12,
 FD1431'1949-
 FD1431'
 FD1431'STATION, REFERENCE MARKS NOS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 FD1431'IN GOOD CONDITION.
 FD1431'
 FD1431'AZIMUTH MARK IS NOT VISIBLE FROM GROUND SET UP AT STATION MARK.
 FD1431'
 FD1431'STATION MARK ELEVATION IS 1099.053 FEET (TVA 2ND ORDER ADJ).
 FD1431'
 FD1431'AZIMUTH MARK POSITION DETERMINED BY 4TH ORDER TRAVERSE FROM WPA
 FD1431'26-4-1 = COORD X -
 FD1431'1,977,207.1 Y - 319,112.4
 FD1431'
 FD1431'OTHER STATIONS VISIBLE FROM GROUND AT ELKINS- WPA 26-4-1 X -
 FD1431'1,977,192.2 Y -
 FD1431'319,240.6 WPA 26-2-12 X - 1,976,980.6 Y - 317,978.5
 FD1431'MUNICIPAL WATER TANK AT DECHERD
 FD1431'(NO POSITION PUBLISHED) MUNICIPAL
 FD1431'WATER TANK AT WINCHESTER X - 1,965,835.86 Y -
 FD1431'289,013.34
 FD1431
 FD1431                          STATION RECOVERY (1975)
 FD1431
 FD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1431'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FD1431'AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 FD1431'GRADING.  THERE WAS NO OBJECT VISIBLE AT THIS TIME TO SET A NEW
 FD1431'AZIMUTH MARK FROM.  THE DIRECTION BETWEEN THE REFERENCE MARKS WAS
 FD1431'FOUND IN ERROR BY 19 MINUTES.  THE DISTANCE TO REFERENCE MARK 1
 FD1431'WAS FOUND IN ERROR BY 0.06 OF A FOOT AND TO REFERENCE MARK 2 BY
 FD1431'0.16 OF A FOOT.  THE STATION MARK IS NOW IN A NICE LAWN AND
 FD1431'PERMISSION WAS NOT GRANTED TO CHECK THE UNDERGROUND POINT.  THE
 FD1431'PROPERTY OWNER STATED THAT THE MARK HAS NOT BEEN DISTURBED.  A NEW
 FD1431'DESCRIPTION FOLLOWS--
 FD1431'
 FD1431'THE STATION IS 102 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 127,
 FD1431'25 FEET NORTHWEST OF A 16 INCH MAPLE TREE, 42 FEET NORTH OF THE
 FD1431'CENTERLINE OF A DRIVEWAY, 115 FEET SOUTH OF THE CENTERLINE OF THE
 FD1431'NORTH DRIVEWAY, 130 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 FD1431'BRICK HOUSE AND ON THE PROPERTY OF MR. WM CLAYTOR.  THE DISK IS
 FD1431'STAMPED ELKINS 1934 AND THE MONUMENT IS FLUSH.
 FD1431'
 FD1431'REFERENCE MARK 1 IS 19 FEET EAST OF A 24 INCH MAPLE TREE, 76 FEET
 FD1431'WEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF THE
 FD1431'CENTERLINE OF THE NORTH DRIVEWAY AND 41 FEET SOUTHWEST OF AN 18 INCH
 FD1431'MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1431'ELKINS NO 1 1934.
 FD1431'
 FD1431'REFERENCE MARK 2 IS 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1431'16 FEET NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY, 20 FEET WEST
 FD1431'OF THE WEST END OF A CONCRETE HEADWALL AND 51 FEET EAST OF A 16
 FD1431'INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1431'ELKINS NO 2 1934.
 FD1431'
 FD1431'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 A AND
 FD1431'STATE HIGHWAY 127 (ABOUT 1 MILE NORTHWEST OF DECHERD), GO NORTH ON
 FD1431'HIGHWAY 127 FOR 3.8 MILES TO THE TOP OF GRADE AND THE STATION ON
 FD1431'THE LEFT.
 FD1431'
 FD1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 FD1431'OF DECHERD.
 FD1431'
 FD1431'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FD1431'
 FD1431'ELKINS AZ MK BELIEVE DESTROYED BY WIDENING OF ROAD.
 FD1431'
 FD1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0 MI NORTH
 FD1431'OF DECHERD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2551 ***********************************************************************
 FE2551  DESIGNATION -  ELLENDALE MUNICIPAL TANK
 FE2551  PID         -  FE2551
 FE2551  STATE/COUNTY-  TN/SHELBY
 FE2551  USGS QUAD   -  ELLENDALE (1993)
 FE2551
 FE2551                         *CURRENT SURVEY CONTROL
 FE2551  ___________________________________________________________________
 FE2551* NAD 83(1995)-  35 12 32.71794(N)    089 49 42.66572(W)     ADJUSTED  
 FE2551* NAVD 88     -                                                        
 FE2551  ___________________________________________________________________
 FE2551  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE2551  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE2551
 FE2551  HORZ ORDER  -  THIRD
 FE2551
 FE2551.The horizontal coordinates were established by classical geodetic methods
 FE2551.and adjusted by the National Geodetic Survey in April 1999..
 FE2551
 FE2551
 FE2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2551
 FE2551.The geoid height was determined by GEOID03.
 FE2551
 FE2551;                    North         East     Units Scale Factor Converg.
 FE2551;SPC TN       -   103,983.390   251,479.245   MT  1.00000747   -2 14 28.9
 FE2551;SPC TN       -   341,152.17    825,061.49   sFT  1.00000747   -2 14 28.9
 FE2551;UTM  16      - 3,899,896.717   242,515.970   MT  1.00041714   -1 37 54.2
 FE2551
 FE2551                          SUPERSEDED SURVEY CONTROL
 FE2551
 FE2551  NAD 83(1995)-  35 12 32.72332(N)    089 49 42.66466(W) AD(       ) 4
 FE2551  NAD 83(1995)-  35 12 32.72435(N)    089 49 42.66525(W) AD(       ) 4
 FE2551  NAD 83(1986)-  35 12 32.72913(N)    089 49 42.66621(W) AD(       ) 4
 FE2551  NAD 27      -  35 12 32.41000(N)    089 49 42.35800(W) AD(       ) 3
 FE2551
 FE2551.Superseded values are not recommended for survey control.
 FE2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2551.See file dsdata.txt to determine how the superseded data were derived.
 FE2551
 FE2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4251699897(NAD 83)
 FE2551_MARKER: 53 = ELEVATED TANK
 FE2551
 FE2551  HISTORY     - Date     Condition        Report By
 FE2551  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2551  HISTORY     - 1958     GOOD             CGS
 FE2551
 FE2551                          STATION DESCRIPTION
 FE2551
 FE2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2551'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE ELLENDALE
 FE2551'MUNICIPAL WATER TANK LOCATED ABOUT 0.4 MILE NORTH OF THE JUNCTION OF
 FE2551'U.S. HIGHWAYS 70, 79 AND 64 AT THE NORTH EDGE OF ELLENDALE AND 0.1
 FE2551'MILE EAST OF U.S. HIGHWAYS 70 AND 79.
 FE2551'
 FE2551'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND THE
 FE2551'OVERALL HEIGHT IS ABOUT 140 FEET. THE TANK AND THE SUPPORTING
 FE2551'STRUCTURE IS PAINTED SILVER AND THE TANK BEARS THE LEGEND ELLENDALE
 FE2551'UTILITY DISTRICT IN BLACK LETTERS ON THE WEST SIDE.
 FE2551
 FE2551                          STATION RECOVERY (1958)
 FE2551
 FE2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2551'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION WHICH
 FE2551'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0455 ***********************************************************************
 FD0455  DESIGNATION -  ELLIOT
 FD0455  PID         -  FD0455
 FD0455  STATE/COUNTY-  TN/GILES
 FD0455  USGS QUAD   -  ELKTON (1982)
 FD0455
 FD0455                         *CURRENT SURVEY CONTROL
 FD0455  ___________________________________________________________________
 FD0455* NAD 83(1995)-  35 01 03.10196(N)    086 52 51.94164(W)     ADJUSTED  
 FD0455* NAVD 88     -       242.434  (meters)     795.39   (feet)  ADJUSTED  
 FD0455  ___________________________________________________________________
 FD0455  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FD0455  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0455  DYNAMIC HT  -         242.205 (meters)     794.63  (feet)  COMP
 FD0455  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD0455
 FD0455  HORZ ORDER  -  SECOND
 FD0455  VERT ORDER  -  SECOND    CLASS 0
 FD0455
 FD0455.The horizontal coordinates were established by classical geodetic methods
 FD0455.and adjusted by the National Geodetic Survey in April 1999..
 FD0455
 FD0455.The orthometric height was determined by differential leveling
 FD0455.and adjusted by the National Geodetic Survey in June 1991..
 FD0455
 FD0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0455
 FD0455.The geoid height was determined by GEOID03.
 FD0455
 FD0455.The dynamic height is computed by dividing the NAVD 88
 FD0455.geopotential number by the normal gravity value computed on the
 FD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0455.degrees latitude (g = 980.6199 gals.).
 FD0455
 FD0455.The modeled gravity was interpolated from observed gravity values.
 FD0455
 FD0455;                    North         East     Units Scale Factor Converg.
 FD0455;SPC TN       -    76,274.839   519,580.749   MT  1.00004915   -0 30 57.0
 FD0455;SPC TN       -   250,245.03  1,704,657.84   sFT  1.00004915   -0 30 57.0
 FD0455;UTM  16      - 3,874,993.351   510,847.975   MT  0.99960145   +0 04 05.6
 FD0455
 FD0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0455!SPC TN       -   0.99996629  x   1.00004915  =   1.00001544
 FD0455!UTM  16      -   0.99996629  x   0.99960145  =   0.99956775
 FD0455
 FD0455|---------------------------------------------------------------------|
 FD0455| PID    Reference Object                     Distance      Geod. Az  |
 FD0455|                                                           dddmmss.s |
 FD0455| FD0456 ELLIOT RM 1                           9.102 METERS 03413     |
 FD0455| FD0458 ARD                                 APPROX. 1.0 KM 1715241.7 |
 FD0455| FD0454 ELLIOT RM 2                           7.752 METERS 18706     |
 FD0455|---------------------------------------------------------------------|
 FD0455
 FD0455                          SUPERSEDED SURVEY CONTROL
 FD0455
 FD0455  NAD 83(1995)-  35 01 03.10293(N)    086 52 51.94181(W) AD(       ) 2
 FD0455  NAD 83(1995)-  35 01 03.10623(N)    086 52 51.94395(W) AD(       ) 2
 FD0455  NAD 83(1986)-  35 01 03.10928(N)    086 52 51.94322(W) AD(       ) 2
 FD0455  NAD 27      -  35 01 02.81040(N)    086 52 51.93330(W) AD(       ) 2
 FD0455  NGVD 29 (??/??/92)  242.399  (m)          795.27   (f) ADJ UNCH    2 0
 FD0455
 FD0455.Superseded values are not recommended for survey control.
 FD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0455.See file dsdata.txt to determine how the superseded data were derived.
 FD0455
 FD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1084874993(NAD 83)
 FD0455_MARKER: DE = TRAVERSE STATION DISK
 FD0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0455_STAMPING: ELLIOT 1960
 FD0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0455+STABILITY: SURFACE MOTION
 FD0455
 FD0455  HISTORY     - Date     Condition        Report By
 FD0455  HISTORY     - 1960     MONUMENTED       CGS
 FD0455  HISTORY     - 1960     GOOD             CGS
 FD0455
 FD0455                          STATION DESCRIPTION
 FD0455
 FD0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0455'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF ARDMORE, ON THE
 FD0455'HIGHEST PART OF A
 FD0455'CLEARED POINT AND IS ABOUT 50 FEET HIGHER THAN THE HIGHWAY.
 FD0455'
 FD0455'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTH ON
 FD0455'PAVED ROAD FOR 0.3 MILE TO U
 FD0455'S HIGHWAY 31, TURN LEFT, SOUTH, FOR 2.4 MILES TO A DIM
 FD0455'TRACK ROAD ON THE RIGHT, TURN
 FD0455'SHARP RIGHT, NORTH, AND GO ALONG THE
 FD0455'EDGE OF A HIGH CUT FOR 0.1 MILE TO THE STATION.
 FD0455'
 FD0455'STATION MARK IS 43 FEET SOUTHEAST OF A POWERLINE POLE, 8 FEET WEST OF
 FD0455'A WIRE FENCE AND 2.9 FEET
 FD0455'SOUTHWEST OF A WITNESS SIGN.  THE MARK IS A
 FD0455'STANDARD TRAVERSE DISK SET IN THE TOP
 FD0455'OF A CONCRETE POST, SET FLUSH
 FD0455'AND IS STAMPED ELLIOT 1960.
 FD0455'
 FD0455'REFERENCE MARK NO 1 IS 33 FEET EAST OF A POWERLINE POLE AND 2 FEET
 FD0455'WEST OF A WIRE
 FD0455'FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 FD0455'A CONCRETE POST, SET FLUSH AND IS
 FD0455'STAMPED ELLIOT NO 1 1960.
 FD0455'
 FD0455'REFERENCE MARK NO 2 IS 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS A
 FD0455'STANDARD DISK SET IN THE
 FD0455'TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 FD0455'ELLIOT NO 2 1960.
 FD0455'
 FD0455'TRAVERSE STATION ARD WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0455'THEREOF.
 FD0455
 FD0455                          STATION RECOVERY (1960)
 FD0455
 FD0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0455'2.8 MI S FROM ELKTON.
 FD0455'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0455'STREET, THEN 2.65 MILES SOUTH ON U.S. HIGHWAY 31 TO A HIGH CUT
 FD0455'IN THE HILL.  THE STATION MARK IS WEST OF THE HIGHWAY AND AT
 FD0455'THE TOP OF THE CUT, 43 FT. SOUTHEAST OF A POWER LINE POLE, 8 FT.
 FD0455'WEST OF A WIRE FENCE AND 2.9 FT. SOUTHWEST OF A WITNESS SIGN.
 FD0455'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0455'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0456 ***********************************************************************
 FD0456  DESIGNATION -  ELLIOT RM 1
 FD0456  PID         -  FD0456
 FD0456  STATE/COUNTY-  TN/GILES
 FD0456  USGS QUAD   -  ELKTON (1982)
 FD0456
 FD0456                         *CURRENT SURVEY CONTROL
 FD0456  ___________________________________________________________________
 FD0456* NAD 83(1986)-  35 01 02.     (N)    086 52 51.     (W)     SCALED    
 FD0456* NAVD 88     -       241.783  (meters)     793.25   (feet)  ADJUSTED  
 FD0456  ___________________________________________________________________
 FD0456  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0456  DYNAMIC HT  -         241.555 (meters)     792.50  (feet)  COMP
 FD0456  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FD0456
 FD0456  VERT ORDER  -  SECOND    CLASS 0
 FD0456
 FD0456.The horizontal coordinates were scaled from a topographic map and have
 FD0456.an estimated accuracy of +/- 6 seconds.
 FD0456
 FD0456.The orthometric height was determined by differential leveling
 FD0456.and adjusted by the National Geodetic Survey in June 1991..
 FD0456
 FD0456.The geoid height was determined by GEOID03.
 FD0456
 FD0456.The dynamic height is computed by dividing the NAVD 88
 FD0456.geopotential number by the normal gravity value computed on the
 FD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0456.degrees latitude (g = 980.6199 gals.).
 FD0456
 FD0456.The modeled gravity was interpolated from observed gravity values.
 FD0456
 FD0456;                    North         East    Units  Estimated Accuracy
 FD0456;SPC TN       -    76,240.      519,600.      MT  (+/- 180 meters Scaled)
 FD0456
 FD0456                          SUPERSEDED SURVEY CONTROL
 FD0456
 FD0456  NGVD 29 (??/??/92)  241.748  (m)          793.13   (f) ADJ UNCH    2 0
 FD0456
 FD0456.Superseded values are not recommended for survey control.
 FD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0456.See file dsdata.txt to determine how the superseded data were derived.
 FD0456
 FD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108749(NAD 83)
 FD0456_MARKER: DR = REFERENCE MARK DISK
 FD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0456_STAMPING: ELLIOT NO 1 1960
 FD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0456+STABILITY: SURFACE MOTION
 FD0456
 FD0456  HISTORY     - Date     Condition        Report By
 FD0456  HISTORY     - 1960     MONUMENTED       CGS
 FD0456
 FD0456                          STATION DESCRIPTION
 FD0456
 FD0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0456'2.8 MI S FROM ELKTON.
 FD0456'THIS MARK IS LOCATED AT THE ELLIOT 1960 STATION SITE, 29.8 FT.
 FD0456'NORTHEAST OF THE STATION MARK, 33 FT. EAST OF A POWER LINE POLE
 FD0456'AND 2 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 FD0456'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0454 ***********************************************************************
 FD0454  DESIGNATION -  ELLIOT RM 2
 FD0454  PID         -  FD0454
 FD0454  STATE/COUNTY-  TN/GILES
 FD0454  USGS QUAD   -  ELKTON (1982)
 FD0454
 FD0454                         *CURRENT SURVEY CONTROL
 FD0454  ___________________________________________________________________
 FD0454* NAD 83(1986)-  35 01 02.     (N)    086 52 51.     (W)     SCALED    
 FD0454* NAVD 88     -       242.105  (meters)     794.31   (feet)  ADJUSTED  
 FD0454  ___________________________________________________________________
 FD0454  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0454  DYNAMIC HT  -         241.877 (meters)     793.56  (feet)  COMP
 FD0454  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FD0454
 FD0454  VERT ORDER  -  SECOND    CLASS 0
 FD0454
 FD0454.The horizontal coordinates were scaled from a topographic map and have
 FD0454.an estimated accuracy of +/- 6 seconds.
 FD0454
 FD0454.The orthometric height was determined by differential leveling
 FD0454.and adjusted by the National Geodetic Survey in June 1991..
 FD0454
 FD0454.The geoid height was determined by GEOID03.
 FD0454
 FD0454.The dynamic height is computed by dividing the NAVD 88
 FD0454.geopotential number by the normal gravity value computed on the
 FD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0454.degrees latitude (g = 980.6199 gals.).
 FD0454
 FD0454.The modeled gravity was interpolated from observed gravity values.
 FD0454
 FD0454;                    North         East    Units  Estimated Accuracy
 FD0454;SPC TN       -    76,240.      519,600.      MT  (+/- 180 meters Scaled)
 FD0454
 FD0454                          SUPERSEDED SURVEY CONTROL
 FD0454
 FD0454  NGVD 29 (??/??/92)  242.070  (m)          794.19   (f) ADJ UNCH    2 0
 FD0454
 FD0454.Superseded values are not recommended for survey control.
 FD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0454.See file dsdata.txt to determine how the superseded data were derived.
 FD0454
 FD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108749(NAD 83)
 FD0454_MARKER: DR = REFERENCE MARK DISK
 FD0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0454_STAMPING: ELLIOT NO 2 1960
 FD0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0454+STABILITY: SURFACE MOTION
 FD0454
 FD0454  HISTORY     - Date     Condition        Report By
 FD0454  HISTORY     - 1960     MONUMENTED       CGS
 FD0454
 FD0454                          STATION DESCRIPTION
 FD0454
 FD0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0454'2.8 MI S FROM ELKTON.
 FD0454'THIS MARK IS LOCATED AT THE ELLIOT 1960 STATION SITE, 25.4 FT.
 FD0454'SOUTH OF THE STATION MARK AND 1 FT. WEST OF A WIRE FENCE.  THIS
 FD0454'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1662 ***********************************************************************
 FD1662  DESIGNATION -  ELLIPORT
 FD1662  PID         -  FD1662
 FD1662  STATE/COUNTY-  TN/MARSHALL
 FD1662  USGS QUAD   -  VERONA (1980)
 FD1662
 FD1662                         *CURRENT SURVEY CONTROL
 FD1662  ___________________________________________________________________
 FD1662* NAD 83(1995)-  35 30 10.30642(N)    086 48 22.94904(W)     ADJUSTED  
 FD1662* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 FD1662  ___________________________________________________________________
 FD1662  X           -     289,604.158 (meters)                     COMP
 FD1662  Y           -  -5,190,310.962 (meters)                     COMP
 FD1662  Z           -   3,683,538.901 (meters)                     COMP
 FD1662  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FD1662  ELLIP HEIGHT-         193.43  (meters)          (04/12/99) GPS OBS
 FD1662  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1662
 FD1662  HORZ ORDER  -  THIRD
 FD1662  ELLP ORDER  -  FOURTH    CLASS I
 FD1662
 FD1662.This mark is at Ellington Airport (LUG)
 FD1662
 FD1662.The horizontal coordinates were established by GPS observations
 FD1662.and adjusted by the National Geodetic Survey in April 1999..
 FD1662
 FD1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1662
 FD1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1662
 FD1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1662
 FD1662.The ellipsoidal height was determined by GPS observations
 FD1662.and is referenced to NAD 83.
 FD1662
 FD1662.The geoid height was determined by GEOID03.
 FD1662
 FD1662;                    North         East     Units Scale Factor Converg.
 FD1662;SPC TN       -   130,059.893   526,844.095   MT  0.99996501   -0 28 19.5
 FD1662;SPC TN       -   426,704.83  1,728,487.67   sFT  0.99996501   -0 28 19.5
 FD1662;UTM  16      - 3,928,828.198   517,559.863   MT  0.99960380   +0 06 44.8
 FD1662
 FD1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1662!SPC TN       -   0.99996964  x   0.99996501  =   0.99993465
 FD1662!UTM  16      -   0.99996964  x   0.99960380  =   0.99957345
 FD1662
 FD1662                          SUPERSEDED SURVEY CONTROL
 FD1662
 FD1662  NAD 83(1995)-  35 30 10.30731(N)    086 48 22.94976(W) AD(       ) 3
 FD1662  NGVD 29 (09/17/90)  221.3    (m)          726.     (f) GPS OBS        
 FD1662
 FD1662.Superseded values are not recommended for survey control.
 FD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1662.See file dsdata.txt to determine how the superseded data were derived.
 FD1662
 FD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1756028828(NAD 83)
 FD1662_MARKER: DS = TRIANGULATION STATION DISK
 FD1662_SETTING: 66 = SET IN ROCK OUTCROP
 FD1662_SP_SET: SET IN ROCK OUTCROP
 FD1662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1662+STABILITY: POSITION/ELEVATION WELL
 FD1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1662+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 FD1662
 FD1662  HISTORY     - Date     Condition        Report By
 FD1662  HISTORY     - 1987     MONUMENTED       NGS
 FD1662  HISTORY     - 19891215 GOOD
 FD1662  HISTORY     - 20030801 GOOD             INDIV
 FD1662
 FD1662                          STATION DESCRIPTION
 FD1662
 FD1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1662'1.95
 FD1662'MILES NORTHWEST ALONG US HIGHWAY 431 BY PASS FROM THE INTERSECTION
 FD1662'OF US HIGHWAY 31A IN LEWISBURG, TO THE JUNCTION OF STATE HIGHWAY 50,
 FD1662'CONTINUE 1.4 MILES NORTH ALONG US HIGHWAY 431 TO THE JUNCTION OF A
 FD1662'BLACK TOP ROAD, THENCE 0.15 MILE NORTH ALONG BLACK TOP ROAD TO THE
 FD1662'OFFICE OF THE ELLINGTON AIRPORT, THENCE 0.25 MILE NORTHERLY ALONG
 FD1662'TAXIWAY TO ABOUT THE MIDDLE OF A SMALL HILL AND MARK ON RIGHT IN A
 FD1662'ROCK OUTCROP, AN TRIANGULATION DISK ---STAMPED ELLIPORT 1987, ABOUT A
 FD1662'15.0 FEET ABOVE RUNWAY, 42.0 FEET SOUTHEAST OF SOUTHEAST EDGE
 FD1662'TAXIWAY 201.5 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY AND UP THE
 FD1662'SLOPE OF HILL, 252.0 FEET NORTH OF THE CENTER OF A CONCRETE BASE FOR
 FD1662'THE MOST NORTHERLY ONE OF TWO VASI, AND 1.0 FOOT NORTHEAST OF A
 FD1662'FIBERGLASS WITNESS POST.  NOTE-- CONTACT MR. CLAY DERRYBERRY
 FD1662'AT 615-359-5003 AT OFFICE AND 359-3237 AT HOME BEFORE WORKING ON
 FD1662'AIRPORT.
 FD1662
 FD1662                          STATION RECOVERY (1989)
 FD1662
 FD1662'RECOVERED 1989
 FD1662'RECOVERED IN GOOD CONDITION.
 FD1662
 FD1662                          STATION RECOVERY (2003)
 FD1662
 FD1662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLC)
 FD1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1663 ***********************************************************************
 FD1663  DESIGNATION -  ELLIPORT AZ MK
 FD1663  PID         -  FD1663
 FD1663  STATE/COUNTY-  TN/MARSHALL
 FD1663  USGS QUAD   -  VERONA (1980)
 FD1663
 FD1663                         *CURRENT SURVEY CONTROL
 FD1663  ___________________________________________________________________
 FD1663* NAD 83(1995)-  35 30 25.06025(N)    086 48 16.18216(W)     ADJUSTED  
 FD1663* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 FD1663  ___________________________________________________________________
 FD1663  X           -     289,759.438 (meters)                     COMP
 FD1663  Y           -  -5,190,032.839 (meters)                     COMP
 FD1663  Z           -   3,683,905.540 (meters)                     COMP
 FD1663  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD1663  ELLIP HEIGHT-         187.35  (meters)          (04/12/99) GPS OBS
 FD1663  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1663
 FD1663  HORZ ORDER  -  THIRD
 FD1663  ELLP ORDER  -  FOURTH    CLASS I
 FD1663
 FD1663.This mark is at Ellington Airport (LUG)
 FD1663
 FD1663.The horizontal coordinates were established by GPS observations
 FD1663.and adjusted by the National Geodetic Survey in April 1999..
 FD1663
 FD1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1663
 FD1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1663
 FD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1663
 FD1663.The ellipsoidal height was determined by GPS observations
 FD1663.and is referenced to NAD 83.
 FD1663
 FD1663.The geoid height was determined by GEOID03.
 FD1663
 FD1663;                    North         East     Units Scale Factor Converg.
 FD1663;SPC TN       -   130,513.162   527,018.358   MT  0.99996460   -0 28 15.5
 FD1663;SPC TN       -   428,191.93  1,729,059.40   sFT  0.99996460   -0 28 15.5
 FD1663;UTM  16      - 3,929,283.058   517,729.432   MT  0.99960387   +0 06 48.8
 FD1663
 FD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1663!SPC TN       -   0.99997059  x   0.99996460  =   0.99993520
 FD1663!UTM  16      -   0.99997059  x   0.99960387  =   0.99957448
 FD1663
 FD1663                          SUPERSEDED SURVEY CONTROL
 FD1663
 FD1663  NAD 83(1995)-  35 30 25.06114(N)    086 48 16.18290(W) AD(       ) 3
 FD1663  NGVD 29 (09/17/90)  215.2    (m)          706.     (f) GPS OBS        
 FD1663
 FD1663.Superseded values are not recommended for survey control.
 FD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1663.See file dsdata.txt to determine how the superseded data were derived.
 FD1663
 FD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1772929283(NAD 83)
 FD1663_MARKER: DS = TRIANGULATION STATION DISK
 FD1663_SETTING: 66 = SET IN ROCK OUTCROP
 FD1663_SP_SET: SET IN ROCK OUTCROP
 FD1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1663+STABILITY: POSITION/ELEVATION WELL
 FD1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1663+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 FD1663
 FD1663  HISTORY     - Date     Condition        Report By
 FD1663  HISTORY     - 1987     MONUMENTED       NGS
 FD1663  HISTORY     - 19891215 GOOD
 FD1663  HISTORY     - 20030801 GOOD             INDIV
 FD1663
 FD1663                          STATION DESCRIPTION
 FD1663
 FD1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1663'1.95
 FD1663'MILES NORTHWEST ALONG US HIGHWAY 431 BY PASS FROM THE INTERSECTION
 FD1663'OF US HIGHWAY 31A IN LEWISBURG, TO THE JUNCTION OF STATE HIGHWAY 50,
 FD1663'CONTINUE 1.4 MILES NORTH ALONG US HIGHWAY 431 TO THE JUNCTION OF A
 FD1663'BLACK TOP ROAD, THENCE 0.15 MILE NORTH ALONG BLACK TOP ROAD TO THE
 FD1663'OFFICE OF THE ELLINGTON AIRPORT, THENCE 0.55 MILE NORTHERLY ALONG
 FD1663'TAXIWAY ,PASSING THE STATION MARK ELLIPORT, TO THE MARK ON THE RIGHT
 FD1663'AT THE TAXIWAY CROSSOVER, AN AZIMUTH MARK DISK IN TOP OF MOST EASTERLY
 FD1663'ONE OF THREE ROCK OUTCROPS AND ---STAMPED ELLIPORT 1987, 109.7 FEET
 FD1663'SOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY, 40.5 FEET WOTHWEST OF
 FD1663'SOUTHWEST EDGE OF TAXIWAY CROSSOVER, 133.5 FEET NORTHWEST OF NORTHWEST
 FD1663'EDGE OF RUNWAY, 56.3 FEET NORTHWEST OF THE CENTER OF A CONCRETE
 FD1663'PIPE CULVERT WITH HEADWALL, AND 1.6 FEET NORTHEAST OF A FIBERGLASS
 FD1663'WITNESS POST.
 FD1663
 FD1663                          STATION RECOVERY (1989)
 FD1663
 FD1663'RECOVERED 1989
 FD1663'RECOVERED IN GOOD CONDITION.
 FD1663
 FD1663                          STATION RECOVERY (2003)
 FD1663
 FD1663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLC)
 FD1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1889 ***********************************************************************
 FC1889  DESIGNATION -  ELLIS
 FC1889  PID         -  FC1889
 FC1889  STATE/COUNTY-  TN/MARION
 FC1889  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1889
 FC1889                         *CURRENT SURVEY CONTROL
 FC1889  ___________________________________________________________________
 FC1889* NAD 83(1995)-  35 05 24.84685(N)    085 44 57.04627(W)     ADJUSTED  
 FC1889* NAVD 88     -       214.8    (meters)     705.     (feet)  VERTCON   
 FC1889  ___________________________________________________________________
 FC1889  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 FC1889  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1889
 FC1889  HORZ ORDER  -  SECOND
 FC1889
 FC1889.The horizontal coordinates were established by classical geodetic methods
 FC1889.and adjusted by the National Geodetic Survey in April 1999..
 FC1889
 FC1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1889
 FC1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1889
 FC1889.The geoid height was determined by GEOID03.
 FC1889
 FC1889;                    North         East     Units Scale Factor Converg.
 FC1889;SPC TN       -    84,008.688   622,872.486   MT  1.00003204   +0 08 48.6
 FC1889;SPC TN       -   275,618.50  2,043,540.81   sFT  1.00003204   +0 08 48.6
 FC1889;UTM  16      - 3,883,765.400   614,017.092   MT  0.99976021   +0 43 08.9
 FC1889
 FC1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1889!SPC TN       -   0.99997082  x   1.00003204  =   1.00000286
 FC1889!UTM  16      -   0.99997082  x   0.99976021  =   0.99973104
 FC1889
 FC1889|---------------------------------------------------------------------|
 FC1889| PID    Reference Object                     Distance      Geod. Az  |
 FC1889|                                                           dddmmss.s |
 FC1889| CG5749 ELLIS RM 1                           22.560 METERS 02749     |
 FC1889| CG5748 ELLIS AZ MK                                        1305240.3 |
 FC1889| CG5750 ELLIS RM 2                           19.994 METERS 33001     |
 FC1889|---------------------------------------------------------------------|
 FC1889
 FC1889                          SUPERSEDED SURVEY CONTROL
 FC1889
 FC1889  NAD 83(1995)-  35 05 24.84801(N)    085 44 57.04625(W) AD(       ) 2
 FC1889  NAD 83(1995)-  35 05 24.84805(N)    085 44 57.04789(W) AD(       ) 2
 FC1889  NAD 83(1995)-  35 05 24.85082(N)    085 44 57.04544(W) AD(       ) 2
 FC1889  NAD 83(1986)-  35 05 24.85133(N)    085 44 57.04528(W) AD(       ) 2
 FC1889  NAD 27      -  35 05 24.55930(N)    085 44 57.14710(W) AD(       ) 2
 FC1889  NGVD 29 (07/19/86)  214.8    (m)          705.     (f) VERT ANG       
 FC1889
 FC1889.Superseded values are not recommended for survey control.
 FC1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1889.See file dsdata.txt to determine how the superseded data were derived.
 FC1889
 FC1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1401783765(NAD 83)
 FC1889_MARKER: DE = TRAVERSE STATION DISK
 FC1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1889
 FC1889  HISTORY     - Date     Condition        Report By
 FC1889  HISTORY     - 1962     MONUMENTED       CGS
 FC1889
 FC1889                          STATION DESCRIPTION
 FC1889
 FC1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1889'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF MONTEAGLE, 6 MILES
 FC1889'SOUTH OF MARTIN SPRINGS, 0.6 MILE WEST OF U. S.  HIGHWAY 41.
 FC1889'IT IS ON THE PROPERTY OF R. H. ELLIS.
 FC1889'
 FC1889'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE GO EAST 0.1
 FC1889'MILE TO RAILROAD CROSSING, TURN RIGHT AND CROSS TRACKS, THEN
 FC1889'TURN LEFT ON U. S. HIGHWAY 41 AND GO 7.1 MILES TO THE SMALL
 FC1889'SETTLEMENT KNOWN AS MARTIN SPRINGS, CONTINUE AHEAD ON
 FC1889'HIGHWAY FOR 7.55 MILES TO A GRAVELED SIDE ROAD RIGHT OPPOSITE A
 FC1889'DRIVEWAY ON LEFT, TURN RIGHT AND GO 0.45 MILE TO A STEEL
 FC1889'BRIDGE, CROSS BRIDGE AND CONTINUE ON MAIN ROAD 0.05 MILE TO A BOARD
 FC1889'GATE, GO THROUGH GATE AND CONTINUE AHEAD FOR 0.1 MILE TO
 FC1889'AZIMUTH MARK ON LEFT, CONTINUE AHEAD FOR 0.5 MILE TO R. H. ELLIS
 FC1889'RESIDENCE AND STATION.
 FC1889'
 FC1889'THE STATION MARK IS 92 FEET NORTHWEST OF NORTHWEST CORNER OF
 FC1889'RESIDENCE, 47 FEET WEST OF A WIRE FENCE CORNER, 12 FEET SOUTHWEST
 FC1889'OF A 8-INCH CHESTNUT TREE AND 3.1 FEET NORTHEAST OF A METAL WITNESS
 FC1889'POST.  IT IS ON EASTERN SLOPE OF HILL.  IT IS A STANDARD TRAVERSE
 FC1889'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED ELLIS
 FC1889'1962.
 FC1889'
 FC1889'REFERENCE MARK NO. 1 IS 23 FEET WEST OF A WIRE FENCE, 17 FEET WEST OF
 FC1889'APPROXIMATE CENTER OF TRACK ROAD, AND ON THE EASTERN SLOPE OF
 FC1889'HILL.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FC1889'OUTCROPPING BEDROCK, AND IS STAMPED ELLIS NO 1 1962.
 FC1889'
 FC1889'REFERENCE MARK NO. 2 IS 93 FEET WEST OF A WIRE FENCE, 67 FEET
 FC1889'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 7 FEET HIGHER
 FC1889'THAN STATION MARK AND ON THE EASTERN SLOPE OF HILL.  IT IS A STANDARD
 FC1889'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND
 FC1889'IS STAMPED ELLIS NO 2 1962.
 FC1889'
 FC1889'THE AZIMUTH MARK IS 15 FEET WEST OF APPROXIMATE CENTER OF GRAVELED
 FC1889'ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST AND 1.9 FEET WEST
 FC1889'OF A 14-INCH POPULAR TREE.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1889'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED
 FC1889'ELLIS 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0609 ***********************************************************************
 GC0609  DESIGNATION -  ELMINGTON
 GC0609  PID         -  GC0609
 GC0609  STATE/COUNTY-  TN/DAVIDSON
 GC0609  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0609
 GC0609                         *CURRENT SURVEY CONTROL
 GC0609  ___________________________________________________________________
 GC0609* NAD 83(1995)-  36 08 05.93890(N)    086 49 24.75653(W)     ADJUSTED  
 GC0609* NAVD 88     -       174.246  (meters)     571.67   (feet)  ADJUSTED  
 GC0609  ___________________________________________________________________
 GC0609  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC0609  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0609  DYNAMIC HT  -         174.096 (meters)     571.18  (feet)  COMP
 GC0609  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0609
 GC0609  HORZ ORDER  -  SECOND
 GC0609  VERT ORDER  -  SECOND    CLASS 0
 GC0609
 GC0609.The horizontal coordinates were established by classical geodetic methods
 GC0609.and adjusted by the National Geodetic Survey in April 1999..
 GC0609
 GC0609.The orthometric height was determined by differential leveling
 GC0609.and adjusted by the National Geodetic Survey in June 1991..
 GC0609
 GC0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0609
 GC0609.The geoid height was determined by GEOID03.
 GC0609
 GC0609.The dynamic height is computed by dividing the NAVD 88
 GC0609.geopotential number by the normal gravity value computed on the
 GC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0609.degrees latitude (g = 980.6199 gals.).
 GC0609
 GC0609.The modeled gravity was interpolated from observed gravity values.
 GC0609
 GC0609;                    North         East     Units Scale Factor Converg.
 GC0609;SPC TN       -   200,204.419   525,876.709   MT  0.99996215   -0 28 55.7
 GC0609;SPC TN       -   656,837.33  1,725,313.84   sFT  0.99996215   -0 28 55.7
 GC0609;UTM  16      - 3,998,934.630   515,876.468   MT  0.99960311   +0 06 14.6
 GC0609
 GC0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0609!SPC TN       -   0.99997724  x   0.99996215  =   0.99993939
 GC0609!UTM  16      -   0.99997724  x   0.99960311  =   0.99958036
 GC0609
 GC0609|---------------------------------------------------------------------|
 GC0609| PID    Reference Object                     Distance      Geod. Az  |
 GC0609|                                                           dddmmss.s |
 GC0609| GC2279 2565                                 35.067 METERS 02037     |
 GC0609| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 3.0 KM 1002905.7 |
 GC0609| GC0610 ELMINGTON RM 1                       29.626 METERS 11224     |
 GC0609| GC2305 NASHVILLE WOODMNT CHRISTIAN CH      APPROX. 2.7 KM 1555649.1 |
 GC0609| CG5751 ELMINGTON AZ MK                                    2050927.2 |
 GC0609|---------------------------------------------------------------------|
 GC0609
 GC0609                          SUPERSEDED SURVEY CONTROL
 GC0609
 GC0609  NAD 83(1995)-  36 08 05.94099(N)    086 49 24.75845(W) AD(       ) 2
 GC0609  NAD 83(1995)-  36 08 05.94275(N)    086 49 24.75862(W) AD(       ) 2
 GC0609  NAD 83(1986)-  36 08 05.94909(N)    086 49 24.75970(W) AD(       ) 2
 GC0609  NAD 27      -  36 08 05.74140(N)    086 49 24.75830(W) AD(       ) 2
 GC0609  NGVD 29 (??/??/92)  174.266  (m)          571.74   (f) ADJ UNCH    2 0
 GC0609
 GC0609.Superseded values are not recommended for survey control.
 GC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0609.See file dsdata.txt to determine how the superseded data were derived.
 GC0609
 GC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1587698935(NAD 83)
 GC0609_MARKER: DS = TRIANGULATION STATION DISK
 GC0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0609_STAMPING: ELMINGTON 1959
 GC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0609+STABILITY: SURFACE MOTION
 GC0609
 GC0609  HISTORY     - Date     Condition        Report By
 GC0609  HISTORY     - 1959     MONUMENTED       CGS
 GC0609  HISTORY     - 1960     GOOD             NGS
 GC0609
 GC0609                          STATION DESCRIPTION
 GC0609
 GC0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0609'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF NASHVILLE IN THE
 GC0609'NORTHEAST CORNER OF ELIMINGTON PARK, ABOUT 3.0 MILES SOUTHWEST OF
 GC0609'DOWNTOWN NASHVILLE AND ABOUT 0.2 MILE NORTH OF THE WEST END HIGH
 GC0609'SCHOOL.
 GC0609'
 GC0609'STATION MARK IS 108 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 GC0609'OF WEST END AVENUE AND ELMINGTON AVENUE, 40 FEET WEST OF THE
 GC0609'CENTER OF ELMINGTON AVENUE AND 14 FEET NORTHEAST OF A ROCK WALL. THE
 GC0609'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GC0609'ELMINGTON 1959.
 GC0609'
 GC0609'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF ELMINGTON
 GC0609'AVENUE AND 14 FEET SOUTHEAST OF A POWER LINE POLE. THE MARK IS A
 GC0609'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH
 GC0609'WITH THE SIDE WALK AND IS STAMPED ELMINGTON NO. 1 1959.
 GC0609'
 GC0609'NO. 2565 (TENN. GEOD. S.) IS SET IN THE SOUTHEAST ANGLE OF THE
 GC0609'INTERSECTION OF WEST END AVENUE AND ELMINGTON AVENUE, 1 FOOT
 GC0609'SOUTH OF THE SOUTH CURB OF WEST END AVENUE AND 6 INCHES EAST OF THE
 GC0609'EAST EDGE OF THE EAST CURB OF ELIMINGTON AVENUE. THE MARK IS A
 GC0609'STANDARD U. S. COAST AND GEODETIC SURVEY AND STATE DISK SET IN THE
 GC0609'TOP OF OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE
 GC0609'GROUND AND IS STAMPED 2565.
 GC0609'
 GC0609'AZIMUTH MARK IS 66 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0609'WEST END HIGH SCHOOL MAIN BUILDING, 23 FEET WEST-NORTHWEST OF
 GC0609'THE FLAGPOLE, 12 FEET SOUTH OF A LOW STONE WALL AND 1 FOOT NORTHEAST
 GC0609'OF THE SOUTHWEST EDGE OF THE SIDE WALK. THE MARK IS A STANDARD
 GC0609'DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH THE
 GC0609'SIDE WALK AND IS STAMPED ELMINGTON 1959.
 GC0609'
 GC0609'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC0609
 GC0609                          STATION RECOVERY (1960)
 GC0609
 GC0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0609'AT NASHVILLE.
 GC0609'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF NASHVILLE IN
 GC0609'THE NORTHEAST CORNER OF ELMINGTON PARK, 108 FT. SOUTHWEST OF THE
 GC0609'CENTER OF THE INTERSECTION OF WEST END AVENUE AND ELMINGTON AVENUE,
 GC0609'40 FT. WEST OF THE CENTER OF ELMINGTON AVENUE AND 14 FT. NORTHEAST
 GC0609'OF A ROCK WALL, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GC0609'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0610 ***********************************************************************
 GC0610  DESIGNATION -  ELMINGTON RM 1
 GC0610  PID         -  GC0610
 GC0610  STATE/COUNTY-  TN/DAVIDSON
 GC0610  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0610
 GC0610                         *CURRENT SURVEY CONTROL
 GC0610  ___________________________________________________________________
 GC0610* NAD 83(1986)-  36 08 05.     (N)    086 49 24.     (W)     SCALED    
 GC0610* NAVD 88     -       173.734  (meters)     569.99   (feet)  ADJUSTED  
 GC0610  ___________________________________________________________________
 GC0610  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0610  DYNAMIC HT  -         173.584 (meters)     569.50  (feet)  COMP
 GC0610  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0610
 GC0610  VERT ORDER  -  SECOND    CLASS 0
 GC0610
 GC0610.The horizontal coordinates were scaled from a topographic map and have
 GC0610.an estimated accuracy of +/- 6 seconds.
 GC0610
 GC0610.The orthometric height was determined by differential leveling
 GC0610.and adjusted by the National Geodetic Survey in June 1991..
 GC0610
 GC0610.The geoid height was determined by GEOID03.
 GC0610
 GC0610.The dynamic height is computed by dividing the NAVD 88
 GC0610.geopotential number by the normal gravity value computed on the
 GC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0610.degrees latitude (g = 980.6199 gals.).
 GC0610
 GC0610.The modeled gravity was interpolated from observed gravity values.
 GC0610
 GC0610;                    North         East    Units  Estimated Accuracy
 GC0610;SPC TN       -   200,180.      525,900.      MT  (+/- 180 meters Scaled)
 GC0610
 GC0610                          SUPERSEDED SURVEY CONTROL
 GC0610
 GC0610  NGVD 29 (??/??/92)  173.754  (m)          570.06   (f) ADJ UNCH    2 0
 GC0610
 GC0610.Superseded values are not recommended for survey control.
 GC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0610.See file dsdata.txt to determine how the superseded data were derived.
 GC0610
 GC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158989(NAD 83)
 GC0610_MARKER: DR = REFERENCE MARK DISK
 GC0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0610_SP_SET: SIDEWALK
 GC0610_STAMPING: ELMINGTON NO 1 1959
 GC0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0610
 GC0610  HISTORY     - Date     Condition        Report By
 GC0610  HISTORY     - 1959     MONUMENTED       CGS
 GC0610  HISTORY     - 1960     GOOD             NGS
 GC0610
 GC0610                          STATION DESCRIPTION
 GC0610
 GC0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0610'AT NASHVILLE.
 GC0610'THIS MARK IS LOCATED AT THE ELMINGTON 1959 STATION SITE, 97.2 FT.
 GC0610'SOUTHEAST OF THE STATION MARK, 22 FT. EAST OF THE CENTER OF
 GC0610'ELMINGTON AVENUE AND 14 FT. SOUTHEAST OF A POWER LINE POLE, DRILLED
 GC0610'IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0166 ***********************************************************************
 FD0166  DESIGNATION -  ELORA
 FD0166  PID         -  FD0166
 FD0166  STATE/COUNTY-  TN/LINCOLN
 FD0166  USGS QUAD   -  HUNTLAND (1972)
 FD0166
 FD0166                         *CURRENT SURVEY CONTROL
 FD0166  ___________________________________________________________________
 FD0166* NAD 83(1995)-  35 00 47.74949(N)    086 21 22.11679(W)     ADJUSTED  
 FD0166* NAVD 88     -       282.270  (meters)     926.08   (feet)  ADJUSTED  
 FD0166  ___________________________________________________________________
 FD0166  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 FD0166  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0166  DYNAMIC HT  -         281.990 (meters)     925.16  (feet)  COMP
 FD0166  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0166
 FD0166  HORZ ORDER  -  THIRD
 FD0166  VERT ORDER  -  FIRST     CLASS II
 FD0166
 FD0166.The horizontal coordinates were established by classical geodetic methods
 FD0166.and adjusted by the National Geodetic Survey in April 1999..
 FD0166
 FD0166.The orthometric height was determined by differential leveling
 FD0166.and adjusted by the National Geodetic Survey in June 1991..
 FD0166
 FD0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0166
 FD0166.The geoid height was determined by GEOID03.
 FD0166
 FD0166.The dynamic height is computed by dividing the NAVD 88
 FD0166.geopotential number by the normal gravity value computed on the
 FD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0166.degrees latitude (g = 980.6199 gals.).
 FD0166
 FD0166.The modeled gravity was interpolated from observed gravity values.
 FD0166
 FD0166;                    North         East     Units Scale Factor Converg.
 FD0166;SPC TN       -    75,498.843   567,491.994   MT  1.00005021   -0 12 30.6
 FD0166;SPC TN       -   247,699.12  1,861,846.65   sFT  1.00005021   -0 12 30.6
 FD0166;SPC AL E     -   500,627.550   152,282.995   MT  0.99998805   -0 17 59.9
 FD0166;UTM  16      - 3,874,703.350   558,743.910   MT  0.99964253   +0 22 10.0
 FD0166
 FD0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0166!SPC TN       -   0.99996017  x   1.00005021  =   1.00001038
 FD0166!SPC AL E     -   0.99996017  x   0.99998805  =   0.99994822
 FD0166!UTM  16      -   0.99996017  x   0.99964253  =   0.99960272
 FD0166
 FD0166:                Primary Azimuth Mark                     Grid Az
 FD0166:SPC TN       -  RAYNOLDS                                 048 08 34.4
 FD0166:SPC AL E     -  RAYNOLDS                                 048 14 03.7
 FD0166:UTM  16      -  RAYNOLDS                                 047 33 53.8
 FD0166
 FD0166|---------------------------------------------------------------------|
 FD0166| PID    Reference Object                     Distance      Geod. Az  |
 FD0166|                                                           dddmmss.s |
 FD0166| FD0187 RAYNOLDS                            APPROX. 3.5 KM 0475603.8 |
 FD0166| FD0167 ELORA RM 1                           37.490 METERS 16458     |
 FD0166| FD0168 ELORA RM 2                           73.274 METERS 23140     |
 FD0166| FD0170 ELORA AZ MK                                        3035745.5 |
 FD0166| FD0169 PTS 8 T                              29.848 METERS 33532     |
 FD0166|---------------------------------------------------------------------|
 FD0166
 FD0166                          SUPERSEDED SURVEY CONTROL
 FD0166
 FD0166  NAD 83(1995)-  35 00 47.74980(N)    086 21 22.11680(W) AD(       ) 3
 FD0166  NAD 83(1995)-  35 00 47.76007(N)    086 21 22.11391(W) AD(       ) 3
 FD0166  NAD 83(1986)-  35 00 47.76033(N)    086 21 22.11395(W) AD(       ) 3
 FD0166  NAD 27      -  35 00 47.44300(N)    086 21 22.15600(W) AD(       ) 3
 FD0166  NGVD 29 (??/??/92)  282.228  (m)          925.94   (f) ADJ UNCH    1 2
 FD0166
 FD0166.Superseded values are not recommended for survey control.
 FD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0166.See file dsdata.txt to determine how the superseded data were derived.
 FD0166
 FD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5874474703(NAD 83)
 FD0166_MARKER: DS = TRIANGULATION STATION DISK
 FD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0166_STAMPING: ELORA 1934
 FD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0166+STABILITY: SURFACE MOTION
 FD0166
 FD0166  HISTORY     - Date     Condition        Report By
 FD0166  HISTORY     - 1934     MONUMENTED       CGS
 FD0166  HISTORY     - 1934     GOOD             CGS
 FD0166  HISTORY     - 1949     GOOD             NGS
 FD0166
 FD0166                          STATION DESCRIPTION
 FD0166
 FD0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0166'IN ELORA, ON PROPERTY OF M A PYLANT, 10 FEET NORTH OF 20-INCH
 FD0166'WHITE-OAK TREE,
 FD0166'AND JUST SOUTHEAST OF COMBINED POST OFFICE AND DRUG
 FD0166'STORE.  SURFACE AND UNDERGROUND
 FD0166'MARKS ARE STANDARD DISK STATION MARKS
 FD0166'IN CONCRETE.  REFERENCE MARKS ARE
 FD0166'STANDARD REFERENCE
 FD0166'DISKS IN CONCRETE.  NO 1 IS ON OPPOSITE SIDE OF ROAD TO
 FD0166'HUNTLAND AND 123.0
 FD0166'FEET FROM STATION S 15 DEG 02 MIN E.  NO 2
 FD0166'IS ON OPPOSITE SIDE OF ROAD TO
 FD0166'HUNTLAND, ON PROPERTY OF J B SCIVALLY,
 FD0166'AND 240.4 FEET FROM STATION S 51 DEG 40 MIN W.  DISTANCE
 FD0166'BETWEEN NO 1 AND NO 2 IS 222.42 FEET.  AZIMUTH MARK IS ACROSS
 FD0166'RAILROAD FROM
 FD0166'STATION, 20 YARDS NORTH OF TRACK, 8 YARDS NORTH OF
 FD0166'CENTER LINE OF ROAD TO
 FD0166'FAYETTEVILLE, ON PROPERTY OF J A PYLANT, AND
 FD0166'300 YARDS FROM STATION N 56 DEG 02 MIN W.  PRIMARY
 FD0166'TRAVERSE STATION NO 8 T 1926 (U S G S), MARKED BY STANDARD U
 FD0166'S
 FD0166'GEOLOGICAL SURVEY DISK STAMPED P T STA NO 8-T-1926 IN CONCRETE POST,
 FD0166'IS IN YARD OF T G
 FD0166'YARBROUGH AND 29.848 METERS (97.93 FEET) FROM
 FD0166'STATION N 24 DEG 28 MIN W.
 FD0166'STATION HALE (SEE DESCRIPTION AND
 FD0166'GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM GROUND.
 FD0166
 FD0166                          STATION RECOVERY (1934)
 FD0166
 FD0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JDT)
 FD0166'AT ELORA, LINCOLN COUNTY, ABOUT 35 FEET E AND 10 FEET S OF THE POST
 FD0166'OFFICE.  A
 FD0166'STANDARD TRIANGULATION-STATION DISK, SET IN THE TIP OF A
 FD0166'CONCRETE POST.  (282.262
 FD0166'METERS OR 926.055 FEET.)
 FD0166'
 FD0166'REFERENCE MARK 1, ABOUT 35 FEET SE OF A 2-STORY METAL SHEATHED STORE
 FD0166'BUILDING OWNED BY
 FD0166'J B ROBINSON, ABOUT 20 FEET N OF THE NW CORNER OF
 FD0166'THE MRS ELMER RICHIE RESIDENCE,
 FD0166'ABOUT 10 FEET W OF A 2-FOOT OAK TREE,
 FD0166'AND 5 FEET OUTSIDE OF THE FENCE LINE.  A BRONZE
 FD0166'REFERENCE DISK, SET
 FD0166'IN THE TOP OF A CONCRETE POST.  (282.942 METERS OR 928.286 FEET.)
 FD0166'
 FD0166'REFERENCE MARK 2 IS AOUT 10 FEET E OF A METAL-SHEATHED STORE BUILDING
 FD0166'OWNED BY J B
 FD0166'SCIVALLY AND ABOUT 50 FEET S OF THE TRACK.  A BRONZE
 FD0166'REFERENCE DISK SET IN THE TOP
 FD0166'OF A CONCRETE POST.  (282.626 METERS OR
 FD0166'927.249 FEET.)
 FD0166'
 FD0166'AZIMUTH MARK ELORA-AT THE N LEG OF THE WYE OF THE NASHVILLE,
 FD0166'CHATTANOOGA AND ST
 FD0166'LOUIS RAILWAY, ABOUT 130 FEET NW OF A ROAD CROSSING,
 FD0166'ABOUT 25 FEET OUTSIDE OF THE FENCE
 FD0166'LINE OF THE J A PYLANT RESIDENCE,
 FD0166'AND ABOUT 15 FEET N OF THE CENTER LINE OF A GRAVEL
 FD0166'ROAD.  A BRONZE
 FD0166'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST.  (282.946 METERS OR
 FD0166'928.299 FEET.)
 FD0166
 FD0166                          STATION RECOVERY (1949)
 FD0166
 FD0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0166'AT ELORA.
 FD0166'AT ELORA, 37 1/2 FEET EAST-NORTHEAST AND ACROSS ROAD FROM THE
 FD0166'EAST CORNER OF THE POST OFFICE BUILDING, 98 FEET SOUTH-SOUTHEAST
 FD0166'OF P.T.S. 8 T (USGS), 52 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH
 FD0166'CORNER OF A 2-STORY WHITE HOUSE, 123 FEET NORTH-NORTHWEST
 FD0166'AND ACROSS A STREET FROM R.M. NO. 1, 27 FEET SOUTH OF A 26-INCH
 FD0166'OAK TREE, 28 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 FD0166'STREET, 10 1/2 FEET NORTH OF A 26-INCH OAK TREE, AND SET IN THE
 FD0166'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0170 ***********************************************************************
 FD0170  DESIGNATION -  ELORA AZ MK
 FD0170  PID         -  FD0170
 FD0170  STATE/COUNTY-  TN/LINCOLN
 FD0170  USGS QUAD   -  HUNTLAND (1972)
 FD0170
 FD0170                         *CURRENT SURVEY CONTROL
 FD0170  ___________________________________________________________________
 FD0170* NAD 83(1986)-  35 00 49.     (N)    086 21 27.     (W)     SCALED    
 FD0170* NAVD 88     -       282.953  (meters)     928.32   (feet)  ADJUSTED  
 FD0170  ___________________________________________________________________
 FD0170  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0170  DYNAMIC HT  -         282.672 (meters)     927.40  (feet)  COMP
 FD0170  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 FD0170
 FD0170  VERT ORDER  -  FIRST     CLASS II
 FD0170
 FD0170.The horizontal coordinates were scaled from a topographic map and have
 FD0170.an estimated accuracy of +/- 6 seconds.
 FD0170
 FD0170.The orthometric height was determined by differential leveling
 FD0170.and adjusted by the National Geodetic Survey in June 1991..
 FD0170
 FD0170.The geoid height was determined by GEOID03.
 FD0170
 FD0170.The dynamic height is computed by dividing the NAVD 88
 FD0170.geopotential number by the normal gravity value computed on the
 FD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0170.degrees latitude (g = 980.6199 gals.).
 FD0170
 FD0170.The modeled gravity was interpolated from observed gravity values.
 FD0170
 FD0170;                    North         East    Units  Estimated Accuracy
 FD0170;SPC TN       -    75,540.      567,370.      MT  (+/- 180 meters Scaled)
 FD0170
 FD0170                          SUPERSEDED SURVEY CONTROL
 FD0170
 FD0170  NGVD 29 (??/??/92)  282.912  (m)          928.19   (f) ADJ UNCH    1 2
 FD0170
 FD0170.Superseded values are not recommended for survey control.
 FD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0170.See file dsdata.txt to determine how the superseded data were derived.
 FD0170
 FD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED586747(NAD 83)
 FD0170_MARKER: DR = REFERENCE MARK DISK
 FD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0170_STAMPING: ELORA 1934 AZI
 FD0170_MARK LOGO: CGS   
 FD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0170+STABILITY: SURFACE MOTION
 FD0170
 FD0170  HISTORY     - Date     Condition        Report By
 FD0170  HISTORY     - 1934     MONUMENTED       CGS
 FD0170  HISTORY     - 1949     GOOD             NGS
 FD0170
 FD0170                          STATION DESCRIPTION
 FD0170
 FD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0170'AT ELORA.
 FD0170'AT ELORA, AT THE NORTH SIDE OF A TRIANGLE FORMED BY THE NASHVILLE,
 FD0170'CHATTANOOGA AND ST. LOUIS RAILWAY, ABOUT 490 FEET WEST OF THE
 FD0170'WEST CORNER OF THE RAILWAY STATION, 157 FEET WEST-NORTHWEST OF
 FD0170'U.S.G.S. BM 929, 138 FEET WEST OF THE CENTER OF A STREET INTERSECTION,
 FD0170'57 1/2 FEET NORTH AND ACROSS A BLACK TOP STREET FROM THE NORTH
 FD0170'RAIL OF THE TRACK, 24 1/2 FEET EAST AND ACROSS A DRIVE FROM A
 FD0170'POWER POLE, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE BLACK
 FD0170'TOP ROAD, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0170'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0167 ***********************************************************************
 FD0167  DESIGNATION -  ELORA RM 1
 FD0167  PID         -  FD0167
 FD0167  STATE/COUNTY-  TN/LINCOLN
 FD0167  USGS QUAD   -  HUNTLAND (1972)
 FD0167
 FD0167                         *CURRENT SURVEY CONTROL
 FD0167  ___________________________________________________________________
 FD0167* NAD 83(1986)-  35 00 47.     (N)    086 21 22.     (W)     SCALED    
 FD0167* NAVD 88     -       282.951  (meters)     928.32   (feet)  ADJUSTED  
 FD0167  ___________________________________________________________________
 FD0167  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0167  DYNAMIC HT  -         282.671 (meters)     927.40  (feet)  COMP
 FD0167  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0167
 FD0167  VERT ORDER  -  FIRST     CLASS II
 FD0167
 FD0167.The horizontal coordinates were scaled from a topographic map and have
 FD0167.an estimated accuracy of +/- 6 seconds.
 FD0167
 FD0167.The orthometric height was determined by differential leveling
 FD0167.and adjusted by the National Geodetic Survey in June 1991..
 FD0167
 FD0167.The geoid height was determined by GEOID03.
 FD0167
 FD0167.The dynamic height is computed by dividing the NAVD 88
 FD0167.geopotential number by the normal gravity value computed on the
 FD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0167.degrees latitude (g = 980.6199 gals.).
 FD0167
 FD0167.The modeled gravity was interpolated from observed gravity values.
 FD0167
 FD0167;                    North         East    Units  Estimated Accuracy
 FD0167;SPC TN       -    75,480.      567,500.      MT  (+/- 180 meters Scaled)
 FD0167
 FD0167                          SUPERSEDED SURVEY CONTROL
 FD0167
 FD0167  NGVD 29 (??/??/92)  282.909  (m)          928.18   (f) ADJ UNCH    1 2
 FD0167
 FD0167.Superseded values are not recommended for survey control.
 FD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0167.See file dsdata.txt to determine how the superseded data were derived.
 FD0167
 FD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED587746(NAD 83)
 FD0167_MARKER: DR = REFERENCE MARK DISK
 FD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0167_STAMPING: ELORA NO 1 1934
 FD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0167+STABILITY: SURFACE MOTION
 FD0167
 FD0167  HISTORY     - Date     Condition        Report By
 FD0167  HISTORY     - 1934     MONUMENTED       CGS
 FD0167  HISTORY     - 1949     GOOD             NGS
 FD0167
 FD0167                          STATION DESCRIPTION
 FD0167
 FD0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0167'AT ELORA.
 FD0167'AT ELORA, 222 1/2 FEET EAST-NORTHEAST AND ACROSS A STREET FROM
 FD0167'R.M. NO. 2, 123 FEET SOUTH-SOUTHEAST OF THE STATION MARK, 48 1/2
 FD0167'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD 2-STORY METAL
 FD0167'COVERED STORE BUILDING, 31 1/2 FEET NORTH-NORTHWEST OF THE
 FD0167'NORTHWEST CORNER OF A WHITE HOUSE, 15 FEET SOUTH OF THE CENTER
 FD0167'LINE OF STREET, 11 FEET WEST OF A 26-INCH OAK TREE, AND SET IN
 FD0167'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0168 ***********************************************************************
 FD0168  DESIGNATION -  ELORA RM 2
 FD0168  PID         -  FD0168
 FD0168  STATE/COUNTY-  TN/LINCOLN
 FD0168  USGS QUAD   -  HUNTLAND (1972)
 FD0168
 FD0168                         *CURRENT SURVEY CONTROL
 FD0168  ___________________________________________________________________
 FD0168* NAD 83(1986)-  35 00 47.     (N)    086 21 22.     (W)     SCALED    
 FD0168* NAVD 88     -       282.626  (meters)     927.25   (feet)  ADJUSTED  
 FD0168  ___________________________________________________________________
 FD0168  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0168  DYNAMIC HT  -         282.345 (meters)     926.33  (feet)  COMP
 FD0168  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0168
 FD0168  VERT ORDER  -  FIRST     CLASS II
 FD0168
 FD0168.The horizontal coordinates were scaled from a topographic map and have
 FD0168.an estimated accuracy of +/- 6 seconds.
 FD0168
 FD0168.The orthometric height was determined by differential leveling
 FD0168.and adjusted by the National Geodetic Survey in June 1991..
 FD0168
 FD0168.The geoid height was determined by GEOID03.
 FD0168
 FD0168.The dynamic height is computed by dividing the NAVD 88
 FD0168.geopotential number by the normal gravity value computed on the
 FD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0168.degrees latitude (g = 980.6199 gals.).
 FD0168
 FD0168.The modeled gravity was interpolated from observed gravity values.
 FD0168
 FD0168;                    North         East    Units  Estimated Accuracy
 FD0168;SPC TN       -    75,480.      567,500.      MT  (+/- 180 meters Scaled)
 FD0168
 FD0168                          SUPERSEDED SURVEY CONTROL
 FD0168
 FD0168  NGVD 29 (??/??/92)  282.584  (m)          927.11   (f) ADJ UNCH    1 2
 FD0168
 FD0168.Superseded values are not recommended for survey control.
 FD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0168.See file dsdata.txt to determine how the superseded data were derived.
 FD0168
 FD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED587746(NAD 83)
 FD0168_MARKER: DR = REFERENCE MARK DISK
 FD0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0168_STAMPING: ELORA NO 2 1934
 FD0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0168+STABILITY: SURFACE MOTION
 FD0168
 FD0168  HISTORY     - Date     Condition        Report By
 FD0168  HISTORY     - 1934     MONUMENTED       CGS
 FD0168  HISTORY     - 1949     GOOD             NGS
 FD0168
 FD0168                          STATION DESCRIPTION
 FD0168
 FD0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0168'AT ELORA.
 FD0168'AT ELORA, AT THE SOUTH CORNER OF THE J.B. SCIVALLY STORE,
 FD0168'222 1/2 FEET WEST-SOUTHWEST AND ACROSS A STREET FROM R.M. NO. 1,
 FD0168'157 1/2 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK
 FD0168'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 15 FEET
 FD0168'NORTH-NORTHWEST OF THE CENTER LINE OF A BLACK TOP STREET, 12
 FD0168'FEET EAST OF THE SOUTHEAST CORNER OF A STORE BUILDING, 5 FEET
 FD0168'SOUTH OF THE SOUTH CORNER OF THE CONCRETE BLOCK BUILDING
 FD0168'(SCIVALLY STORE), AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FD0168'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2588 ***********************************************************************
 GB2588  DESIGNATION -  ELVA
 GB2588  PID         -  GB2588
 GB2588  STATE/COUNTY-  TN/SCOTT
 GB2588  USGS QUAD   -  ROBBINS (1980)
 GB2588
 GB2588                         *CURRENT SURVEY CONTROL
 GB2588  ___________________________________________________________________
 GB2588* NAD 83(1995)-  36 19 49.70737(N)    084 36 23.57942(W)     ADJUSTED  
 GB2588* NAVD 88     -       456.6    (meters)    1498.     (feet)  VERTCON   
 GB2588  ___________________________________________________________________
 GB2588  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GB2588  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB2588
 GB2588  HORZ ORDER  -  SECOND
 GB2588
 GB2588.The horizontal coordinates were established by classical geodetic methods
 GB2588.and adjusted by the National Geodetic Survey in April 1999..
 GB2588
 GB2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2588
 GB2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2588
 GB2588.The geoid height was determined by GEOID03.
 GB2588
 GB2588;                    North         East     Units Scale Factor Converg.
 GB2588;SPC TN       -   222,474.972   725,106.327   MT  0.99998585   +0 48 56.8
 GB2588;SPC TN       -   729,903.30  2,378,953.01   sFT  0.99998585   +0 48 56.8
 GB2588;UTM  16      - 4,023,263.155   714,831.157   MT  1.00016867   +1 25 06.7
 GB2588
 GB2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2588!SPC TN       -   0.99993288  x   0.99998585  =   0.99991873
 GB2588!UTM  16      -   0.99993288  x   1.00016867  =   1.00010154
 GB2588
 GB2588:                Primary Azimuth Mark                     Grid Az
 GB2588:SPC TN       -  ELVA AZ MK                               003 37 42.3
 GB2588:UTM  16      -  ELVA AZ MK                               003 01 32.4
 GB2588
 GB2588|---------------------------------------------------------------------|
 GB2588| PID    Reference Object                     Distance      Geod. Az  |
 GB2588|                                                           dddmmss.s |
 GB2588| DB9268 ELVA AZ MK                                         0042639.1 |
 GB2588| DB9269 ELVA RM 1                            26.506 METERS 07948     |
 GB2588| DB9270 ELVA RM 2                            23.239 METERS 21533     |
 GB2588|---------------------------------------------------------------------|
 GB2588
 GB2588                          SUPERSEDED SURVEY CONTROL
 GB2588
 GB2588  NAD 83(1995)-  36 19 49.70959(N)    084 36 23.57971(W) AD(       ) 2
 GB2588  NAD 83(1995)-  36 19 49.71539(N)    084 36 23.58506(W) AD(       ) 2
 GB2588  NAD 83(1986)-  36 19 49.71675(N)    084 36 23.58108(W) AD(       ) 2
 GB2588  NAD 27      -  36 19 49.42620(N)    084 36 23.78698(W) AD(       ) 2
 GB2588  NGVD 29 (07/19/86)  456.7    (m)         1498.     (f) VERT ANG       
 GB2588
 GB2588.Superseded values are not recommended for survey control.
 GB2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2588.See file dsdata.txt to determine how the superseded data were derived.
 GB2588
 GB2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1483123263(NAD 83)
 GB2588_MARKER: DD = SURVEY DISK
 GB2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2588
 GB2588  HISTORY     - Date     Condition        Report By
 GB2588  HISTORY     - 1965     MONUMENTED       TNHD
 GB2588  HISTORY     - 1980     GOOD             NGS
 GB2588
 GB2588                          STATION DESCRIPTION
 GB2588
 GB2588'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2588'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SUNBRIGHT IN THE
 GB2588'SMALL COMMUNITY OF ELGIN.
 GB2588'
 GB2588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2588'ROUTE 52 IN ELGIN, GO 0.1 MILE SOUTHWEST ON U.S. HIGHWAY 27 TO A
 GB2588'GRAVELED ROAD ON THE LEFT BETWEEN TWO BUILDINGS, TURN LEFT,
 GB2588'SOUTHEAST, AND GO 0.2 MILE ON THE GRAVELED ROAD TO A GRAVELED DRIVE
 GB2588'ON THE RIGHT. TURN SHARP RIGHT, WEST, AND GO 0.05 MI TO A CHURCH AND
 GB2588'THE STATION AS DESCRIBED.
 GB2588'
 GB2588'THE STATION IS 45 FEET WEST OF THE NORTH CORNER OF THE CHURCH, 43
 GB2588'FEET SOUTHWEST OF A UTILITY POLE, 15 FEET NORTHWEST OF A STAND OF
 GB2588'9-INCH PINE TREES AND 4.3 FEET NORTHWEST OF A WITNESS POST AND SIGN.
 GB2588'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2588'DEPARTMENT DISKS AND THE DISKS ARE STAMPED ELVA 1965. THE UNDERGROUND
 GB2588'MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET IN
 GB2588'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2588'
 GB2588'REFERENCE MARK NO. 1 IS 58 FEET NORTHEAST OF THE NORTH CORNER OF THE
 GB2588'CHURCH, 15 FEET NORTH OF A 48-INCH, TWIN-TRUNKED OAK TREE, 11 FEET
 GB2588'WEST OF A 12-INCH OAK TREE AND 8 FEET SOUTHEAST OF A 12-INCH PINE
 GB2588'TREE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2588'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2588'IS STAMPED ELVA RM-1 1965.
 GB2588'
 GB2588'REFERENCE MARK NO. 2 IS 56 FEET WEST OF THE WEST CORNER OF THE CHURCH
 GB2588'AND 32 FEET WEST OF AN 18-INCH PINE TREE. IT IS A STANDARD TENNESSEE
 GB2588'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2588'CONCRETE MONUMENT AND THE DISK IS STAMPED ELVA RM-2 1965.
 GB2588'
 GB2588'THE AZIMUTH MARK IS 24 FEET SOUTHEAST OF THE NORTHEAST EDGE OF A
 GB2588'BRIDGE OVER THE SOUTHERN RAILROAD, 19 FEET NORTHEAST OF THE
 GB2588'APPROXIMATE CENTER OF STATE ROUTE 52, 3 FEET SOUTH OF A UTILITY POLE
 GB2588'AND 1.5 FEET SOUTHWEST OF A WITNESS POST AND SIGN. IT IS A
 GB2588'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2588'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2588'ELVA AZI 1965.
 GB2588'
 GB2588'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 GB2588'STATE ROUTE 52 IN ELGIN, GO 0.1 MILE NORTHEAST ON STATE ROUTE 52
 GB2588'TO THE MARK ON THE RIGHT AS DESCRIBED.
 GB2588'
 GB2588'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2588'
 GB2588'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2588
 GB2588                          STATION RECOVERY (1980)
 GB2588
 GB2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2588'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GB2588'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GB2588'
 GB2588'THE STATION MARK IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 GB2588'
 GB2588'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0101 ***********************************************************************
 FC0101  DESIGNATION -  EM 67
 FC0101  PID         -  FC0101
 FC0101  STATE/COUNTY-  TN/KNOX
 FC0101  USGS QUAD   -  BEARDEN (1990)
 FC0101
 FC0101                         *CURRENT SURVEY CONTROL
 FC0101  ___________________________________________________________________
 FC0101* NAD 83(1986)-  35 53 05.     (N)    084 05 54.     (W)     SCALED    
 FC0101* NAVD 88     -       249.538  (meters)     818.69   (feet)  ADJUSTED  
 FC0101  ___________________________________________________________________
 FC0101  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0101  DYNAMIC HT  -         249.305 (meters)     817.93  (feet)  COMP
 FC0101  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0101
 FC0101  VERT ORDER  -  FIRST     CLASS I
 FC0101
 FC0101.The horizontal coordinates were scaled from a topographic map and have
 FC0101.an estimated accuracy of +/- 6 seconds.
 FC0101
 FC0101.The orthometric height was determined by differential leveling
 FC0101.and adjusted by the National Geodetic Survey in June 1991..
 FC0101
 FC0101.The geoid height was determined by GEOID03.
 FC0101
 FC0101.The dynamic height is computed by dividing the NAVD 88
 FC0101.geopotential number by the normal gravity value computed on the
 FC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0101.degrees latitude (g = 980.6199 gals.).
 FC0101
 FC0101.The modeled gravity was interpolated from observed gravity values.
 FC0101
 FC0101;                    North         East    Units  Estimated Accuracy
 FC0101;SPC TN       -   173,790.      771,690.      MT  (+/- 180 meters Scaled)
 FC0101
 FC0101                          SUPERSEDED SURVEY CONTROL
 FC0101
 FC0101  NGVD 29 (??/??/92)  249.669  (m)          819.12   (f) ADJ UNCH    1 1
 FC0101
 FC0101.Superseded values are not recommended for survey control.
 FC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0101.See file dsdata.txt to determine how the superseded data were derived.
 FC0101
 FC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE619750(NAD 83)
 FC0101_MARKER: DD = SURVEY DISK
 FC0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0101_SP_SET: CULVERT
 FC0101_STAMPING: EM 67
 FC0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0101
 FC0101  HISTORY     - Date     Condition        Report By
 FC0101  HISTORY     - UNK      MONUMENTED       TVA
 FC0101  HISTORY     - 1968     GOOD             NGS
 FC0101
 FC0101                          STATION DESCRIPTION
 FC0101
 FC0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0101'2.7 MI NE FROM CONCORD.
 FC0101'ABOUT 2.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0101'POST OFFICE AT CONCORD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 FC0101'BLACKTOP ROAD, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FC0101'NORTHEAST HEAD WALL OF A 14-FOOT CONCRETE CULVERT OVER FORT
 FC0101'LOUDOUN LAKE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FC0101'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0639 ***********************************************************************
 FC0639  DESIGNATION -  EMORY
 FC0639  PID         -  FC0639
 FC0639  STATE/COUNTY-  TN/ROANE
 FC0639  USGS QUAD   -  HARRIMAN (1980)
 FC0639
 FC0639                         *CURRENT SURVEY CONTROL
 FC0639  ___________________________________________________________________
 FC0639* NAD 83(1995)-  35 54 41.90316(N)    084 35 23.82118(W)     ADJUSTED  
 FC0639* NAVD 88     -       258.260  (meters)     847.31   (feet)  ADJUSTED  
 FC0639  ___________________________________________________________________
 FC0639  X           -     487,625.703 (meters)                     COMP
 FC0639  Y           -  -5,148,901.605 (meters)                     COMP
 FC0639  Z           -   3,720,389.251 (meters)                     COMP
 FC0639  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 FC0639  ELLIP HEIGHT-         228.21  (meters)          (04/12/99) GPS OBS
 FC0639  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0639  DYNAMIC HT  -         258.023 (meters)     846.53  (feet)  COMP
 FC0639  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0639
 FC0639  HORZ ORDER  -  FIRST
 FC0639  VERT ORDER  -  SECOND    CLASS 0
 FC0639  ELLP ORDER  -  FOURTH    CLASS I
 FC0639
 FC0639.The horizontal coordinates were established by GPS observations
 FC0639.and adjusted by the National Geodetic Survey in April 1999..
 FC0639
 FC0639.The orthometric height was determined by differential leveling
 FC0639.and adjusted by the National Geodetic Survey in June 1991..
 FC0639
 FC0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0639
 FC0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0639
 FC0639.The ellipsoidal height was determined by GPS observations
 FC0639.and is referenced to NAD 83.
 FC0639
 FC0639.The geoid height was determined by GEOID03.
 FC0639
 FC0639.The dynamic height is computed by dividing the NAVD 88
 FC0639.geopotential number by the normal gravity value computed on the
 FC0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0639.degrees latitude (g = 980.6199 gals.).
 FC0639
 FC0639.The modeled gravity was interpolated from observed gravity values.
 FC0639
 FC0639;                    North         East     Units Scale Factor Converg.
 FC0639;SPC TN       -   176,028.456   727,266.097   MT  0.99994931   +0 49 31.8
 FC0639;SPC TN       -   577,520.03  2,386,038.85   sFT  0.99994931   +0 49 31.8
 FC0639;UTM  16      - 3,976,831.735   717,474.275   MT  1.00018281   +1 24 50.9
 FC0639
 FC0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0639!SPC TN       -   0.99996418  x   0.99994931  =   0.99991350
 FC0639!UTM  16      -   0.99996418  x   1.00018281  =   1.00014699
 FC0639
 FC0639|---------------------------------------------------------------------|
 FC0639| PID    Reference Object                     Distance      Geod. Az  |
 FC0639|                                                           dddmmss.s |
 FC0639| FC0640 EMORY RM 1                           25.175 METERS 04401     |
 FC0639| FC1810 WILD                                APPROX. 2.8 KM 0563518.2 |
 FC0639| FC0957 EMORY AZ MK                                        0604421.4 |
 FC0639| FC0638 EMORY RM 2                           25.096 METERS 17242     |
 FC0639|---------------------------------------------------------------------|
 FC0639
 FC0639                          SUPERSEDED SURVEY CONTROL
 FC0639
 FC0639  NAD 83(1995)-  35 54 41.90557(N)    084 35 23.82615(W) AD(       ) 1
 FC0639  ELLIP H (10/22/93)  228.10   (m)                       GP(       ) 4 1
 FC0639  NAD 83(1995)-  35 54 41.91139(N)    084 35 23.82011(W) AD(       ) 2
 FC0639  NAD 83(1986)-  35 54 41.91685(N)    084 35 23.81809(W) AD(       ) 2
 FC0639  NAD 27      -  35 54 41.64963(N)    084 35 24.04535(W) AD(       ) 2
 FC0639  NGVD 29 (??/??/92)  258.372  (m)          847.68   (f) ADJ UNCH    2 0
 FC0639
 FC0639.Superseded values are not recommended for survey control.
 FC0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0639.See file dsdata.txt to determine how the superseded data were derived.
 FC0639
 FC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1747476832(NAD 83)
 FC0639_MARKER: DE = TRAVERSE STATION DISK
 FC0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0639_SP_SET: CONCRETE POST
 FC0639_STAMPING: EMORY 1960
 FC0639_MARK LOGO: CGS   
 FC0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0639+STABILITY: SURFACE MOTION
 FC0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0639+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 FC0639
 FC0639  HISTORY     - Date     Condition        Report By
 FC0639  HISTORY     - 1960     MONUMENTED       CGS
 FC0639  HISTORY     - 1965     GOOD             TNHD
 FC0639  HISTORY     - 1965     GOOD             NGS
 FC0639  HISTORY     - 1972     GOOD             TVA
 FC0639  HISTORY     - 19930513 GOOD             NOS
 FC0639
 FC0639                          STATION DESCRIPTION
 FC0639
 FC0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0639'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOE S. WAKEFIELD, ABOUT
 FC0639'6 MILES NORTHEAST OF ROCKWOOD, ABOUT 3-1/2 MILES NORTHWEST OF
 FC0639'THE KINGSTON POWER PLANT, ABOUT 1 MILE SOUTHWEST OF EMORY CAP, AND
 FC0639'ABOUT 74 YARDS NORTH OF MR.  WAKEFIELDS RESIDENCE.
 FC0639'
 FC0639'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EMORY GAP, GO
 FC0639'WESTERLY, CROSSING RAILROAD TRACKS, AND THE AZIMUTH MARK ON
 FC0639'THE RIGHT. TURN LEFT, AND GO STRAIGHT AHEAD, PASSING A T-ROAD ON THE
 FC0639'RIGHT, AND GO 0.65 MILE TO A T-ROAD ON THE RIGHT. PROCEED
 FC0639'STRAIGHT AHEAD FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT,
 FC0639'AND GO 30 YARDS TO THE WEST SIDE OF HOUSE, THEN RIGHT, NORTH,
 FC0639'ABOUT 50 YARDS TO A WOODEN GATE. PASS THROUGH GATE, AND GO NORTHEAST
 FC0639'ABOUT 80 YARDS TO THE SUMMIT AND THE STATION.
 FC0639'
 FC0639'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED EMORY 1960, SET
 FC0639'IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 135 FEET NORTHEAST
 FC0639'OF THE NORTHEAST CORNER OF A YARD FENCE, 4.1 FEET NORTHEAST OF A
 FC0639'WITNESS SIGN, AND SET IN AN OPEN PASTURE ON THE SUMMIT OF A
 FC0639'SMALL KNOLL.
 FC0639'
 FC0639'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED EMORY NO 1 1960, SET
 FC0639'IN A CONCRETE MONUMENT AND SET FLUSH. IT IS 86.5 FEET NORTHEAST OF
 FC0639'A WITNESS SIGN, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FC0639'
 FC0639'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED EMORY NO 2 1960, SET
 FC0639'IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 79.3 FEET SOUTH OF A
 FC0639'WITNESS SIGN, 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YARD
 FC0639'FENCE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FC0639'
 FC0639'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EMORY 1960, CEMENTED IN
 FC0639'A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE FOOTING
 FC0639'SUPPORTING A SAND TANK OF THE TENNESSEE CENTRAL RAILROAD. THE FOOTING
 FC0639'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, AND IS LOCATED BETWEEN
 FC0639'THE RAILROAD SIDINGS. IT IS 175 FEET NORTHWEST OF THE NORTHWEST
 FC0639'CORNER OF THE RAILROAD DEPOT, 23.8 FEET SOUTHWEST OF A SMALL
 FC0639'BLOCK BUILDING, AND 4.8 FEET NORTHEAST OF THE NORTHEAST LEG OF A
 FC0639'LARGE HORIZONTAL TANK.
 FC0639'
 FC0639'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FC0639
 FC0639                          STATION RECOVERY (1965)
 FC0639
 FC0639'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 FC0639'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE 1960
 FC0639'DESCRIPTION IS COMPLETELY ADEQUATE.
 FC0639'
 FC0639'NOTE-THE DIRECTION TO THE AZIMUTH MARK COULD NOT BE TAKEN DUE TO AN
 FC0639'OBSTRUCTED LINE.
 FC0639
 FC0639                          STATION RECOVERY (1965)
 FC0639
 FC0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0639'1 MI W FROM EMORY GAP.
 FC0639'FROM THE RAILROAD DEPOT IN EMORY GAP, GO WESTERLY, CROSSING
 FC0639'RAILROAD TRACKS, TURN LEFT AND GO STRAIGHT AHEAD, PASSING A T
 FC0639'ROAD ON THE RIGHT AND GO 0.65 MILE TO A T ROAD ON THE RIGHT.
 FC0639'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT,
 FC0639'TURN RIGHT AND GO ABOUT 30 YARDS TO THE WEST SIDE OF A HOUSE,
 FC0639'THEN RIGHT, NORTH, ABOUT 50 YARDS TO A WOODEN GATE.  PASS THROUGH
 FC0639'THIS GATE AND GO NORTHEAST ABOUT 80 YARDS TO THE SUMMIT OF A LOW
 FC0639'KNOLL AND THE STATION.  THE STATION MARK IS 135 FEET NORTHEAST
 FC0639'OF THE NORTHEAST CORNER OF A YARD FENCE, 4.1 FEET NORTHEAST OF
 FC0639'A WITNESS POST AND SIGN, AND IS SET IN OPEN PASTURE.  THE DISK
 FC0639'IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC0639
 FC0639                          STATION RECOVERY (1972)
 FC0639
 FC0639'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0639'EMORY 1960 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTIONS GOOD.
 FC0639'
 FC0639'RM 1 1960 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTIONS GOOD.
 FC0639'
 FC0639'RM 2 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTION GOOD.
 FC0639'
 FC0639'DISTANCE AND DIRECTION FROM NEAREST TOWN W. OF EMORY GAP.
 FC0639'
 FC0639'EMORY 1960 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTIONS GOOD.
 FC0639'
 FC0639'DISTANCE AND DIRECTION FROM NEAREST TOWN W. OF HARRIMAN.
 FC0639
 FC0639                          STATION RECOVERY (1993)
 FC0639
 FC0639'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0957 ***********************************************************************
 FC0957  DESIGNATION -  EMORY AZ MK
 FC0957  PID         -  FC0957
 FC0957  STATE/COUNTY-  TN/ROANE
 FC0957  USGS QUAD   -  HARRIMAN (1980)
 FC0957
 FC0957                         *CURRENT SURVEY CONTROL
 FC0957  ___________________________________________________________________
 FC0957* NAD 83(1986)-  35 54 57.     (N)    084 34 46.     (W)     SCALED    
 FC0957* NAVD 88     -       254.873  (meters)     836.20   (feet)  ADJUSTED  
 FC0957  ___________________________________________________________________
 FC0957  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0957  DYNAMIC HT  -         254.639 (meters)     835.43  (feet)  COMP
 FC0957  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0957
 FC0957  VERT ORDER  -  SECOND    CLASS 0
 FC0957
 FC0957.The horizontal coordinates were scaled from a topographic map and have
 FC0957.an estimated accuracy of +/- 6 seconds.
 FC0957
 FC0957.The orthometric height was determined by differential leveling
 FC0957.and adjusted by the National Geodetic Survey in June 1991..
 FC0957
 FC0957.The geoid height was determined by GEOID03.
 FC0957
 FC0957.The dynamic height is computed by dividing the NAVD 88
 FC0957.geopotential number by the normal gravity value computed on the
 FC0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0957.degrees latitude (g = 980.6199 gals.).
 FC0957
 FC0957.The modeled gravity was interpolated from observed gravity values.
 FC0957
 FC0957;                    North         East    Units  Estimated Accuracy
 FC0957;SPC TN       -   176,510.      728,210.      MT  (+/- 180 meters Scaled)
 FC0957
 FC0957                          SUPERSEDED SURVEY CONTROL
 FC0957
 FC0957  NGVD 29 (??/??/92)  254.984  (m)          836.56   (f) ADJ UNCH    2 0
 FC0957
 FC0957.Superseded values are not recommended for survey control.
 FC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0957.See file dsdata.txt to determine how the superseded data were derived.
 FC0957
 FC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE184773(NAD 83)
 FC0957_MARKER: DZ = AZIMUTH MARK DISK
 FC0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0957_SP_SET: CONCRETE FOOTING
 FC0957_STAMPING: EMORY 1960
 FC0957_MARK LOGO: CGS   
 FC0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0957
 FC0957  HISTORY     - Date     Condition        Report By
 FC0957  HISTORY     - 1960     MONUMENTED       CGS
 FC0957  HISTORY     - 1965     GOOD             NGS
 FC0957
 FC0957                          STATION DESCRIPTION
 FC0957
 FC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0957'AT EMORY GAP.
 FC0957'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EMORY GAP, GO
 FC0957'WESTERLY CROSSING THE RAILROAD TRACKS AND MARK ON THE RIGHT.  IT
 FC0957'IS IN THE SOUTHEAST CORNER OF A CONCRETE FOOTING SUPPORTING A
 FC0957'SAND TANK OF TENNESSEE CENTRAL RAILROAD.  THE MARK IS LOCATED
 FC0957'BETWEEN THE RAILROAD SIDINGS, 175 FEET NORTHWEST OF THE NORTHWEST
 FC0957'CORNER OF THE RAILROAD DEPOT, 23.8 FEET SOUTHWEST OF A SMALL
 FC0957'BLOCK BUILDING AND 48 FEET NORTHEAST OF THE NORTHEAST LEG OF A
 FC0957'LARGE HORIZONTAL TANK.  IT IS A STANDARD USC AND GS DISK CEMENTED
 FC0957'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING OF
 FC0957'THE SAND TANK PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND THE
 FC0957'DISK IS STAMPED EMORY 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0640 ***********************************************************************
 FC0640  DESIGNATION -  EMORY RM 1
 FC0640  PID         -  FC0640
 FC0640  STATE/COUNTY-  TN/ROANE
 FC0640  USGS QUAD   -  HARRIMAN (1980)
 FC0640
 FC0640                         *CURRENT SURVEY CONTROL
 FC0640  ___________________________________________________________________
 FC0640* NAD 83(1986)-  35 54 41.     (N)    084 35 24.     (W)     SCALED    
 FC0640* NAVD 88     -       257.709  (meters)     845.50   (feet)  ADJUSTED  
 FC0640  ___________________________________________________________________
 FC0640  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0640  DYNAMIC HT  -         257.472 (meters)     844.72  (feet)  COMP
 FC0640  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0640
 FC0640  VERT ORDER  -  SECOND    CLASS 0
 FC0640
 FC0640.The horizontal coordinates were scaled from a topographic map and have
 FC0640.an estimated accuracy of +/- 6 seconds.
 FC0640
 FC0640.The orthometric height was determined by differential leveling
 FC0640.and adjusted by the National Geodetic Survey in June 1991..
 FC0640
 FC0640.The geoid height was determined by GEOID03.
 FC0640
 FC0640.The dynamic height is computed by dividing the NAVD 88
 FC0640.geopotential number by the normal gravity value computed on the
 FC0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0640.degrees latitude (g = 980.6199 gals.).
 FC0640
 FC0640.The modeled gravity was interpolated from observed gravity values.
 FC0640
 FC0640;                    North         East    Units  Estimated Accuracy
 FC0640;SPC TN       -   176,000.      727,260.      MT  (+/- 180 meters Scaled)
 FC0640
 FC0640                          SUPERSEDED SURVEY CONTROL
 FC0640
 FC0640  NGVD 29 (??/??/92)  257.821  (m)          845.87   (f) ADJ UNCH    2 0
 FC0640
 FC0640.Superseded values are not recommended for survey control.
 FC0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0640.See file dsdata.txt to determine how the superseded data were derived.
 FC0640
 FC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE174768(NAD 83)
 FC0640_MARKER: DR = REFERENCE MARK DISK
 FC0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0640_STAMPING: EMORY NO 1 1960
 FC0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0640+STABILITY: SURFACE MOTION
 FC0640
 FC0640  HISTORY     - Date     Condition        Report By
 FC0640  HISTORY     - 1960     MONUMENTED       CGS
 FC0640  HISTORY     - 1965     GOOD             NGS
 FC0640
 FC0640                          STATION DESCRIPTION
 FC0640
 FC0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0640'1 MI W FROM EMORY GAP.
 FC0640'THIS MARK IS LOCATED AT THE EMORY 1960 STATION SITE, 82.6 FEET
 FC0640'NORTHEAST OF THE STATION MARK, 86.5 FEET NORTHEAST OF A WITNESS
 FC0640'SIGN AND POST, AND ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK
 FC0640'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0638 ***********************************************************************
 FC0638  DESIGNATION -  EMORY RM 2
 FC0638  PID         -  FC0638
 FC0638  STATE/COUNTY-  TN/ROANE
 FC0638  USGS QUAD   -  HARRIMAN (1980)
 FC0638
 FC0638                         *CURRENT SURVEY CONTROL
 FC0638  ___________________________________________________________________
 FC0638* NAD 83(1986)-  35 54 41.     (N)    084 35 24.     (W)     SCALED    
 FC0638* NAVD 88     -       256.992  (meters)     843.15   (feet)  ADJUSTED  
 FC0638  ___________________________________________________________________
 FC0638  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0638  DYNAMIC HT  -         256.757 (meters)     842.38  (feet)  COMP
 FC0638  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0638
 FC0638  VERT ORDER  -  SECOND    CLASS 0
 FC0638
 FC0638.The horizontal coordinates were scaled from a topographic map and have
 FC0638.an estimated accuracy of +/- 6 seconds.
 FC0638
 FC0638.The orthometric height was determined by differential leveling
 FC0638.and adjusted by the National Geodetic Survey in June 1991..
 FC0638
 FC0638.The geoid height was determined by GEOID03.
 FC0638
 FC0638.The dynamic height is computed by dividing the NAVD 88
 FC0638.geopotential number by the normal gravity value computed on the
 FC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0638.degrees latitude (g = 980.6199 gals.).
 FC0638
 FC0638.The modeled gravity was interpolated from observed gravity values.
 FC0638
 FC0638;                    North         East    Units  Estimated Accuracy
 FC0638;SPC TN       -   176,000.      727,260.      MT  (+/- 180 meters Scaled)
 FC0638
 FC0638                          SUPERSEDED SURVEY CONTROL
 FC0638
 FC0638  NGVD 29 (??/??/92)  257.105  (m)          843.52   (f) ADJ UNCH    2 0
 FC0638
 FC0638.Superseded values are not recommended for survey control.
 FC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0638.See file dsdata.txt to determine how the superseded data were derived.
 FC0638
 FC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE174768(NAD 83)
 FC0638_MARKER: DR = REFERENCE MARK DISK
 FC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0638_STAMPING: EMORY NO 2 1960
 FC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0638+STABILITY: SURFACE MOTION
 FC0638
 FC0638  HISTORY     - Date     Condition        Report By
 FC0638  HISTORY     - 1960     MONUMENTED       CGS
 FC0638  HISTORY     - 1965     GOOD             NGS
 FC0638
 FC0638                          STATION DESCRIPTION
 FC0638
 FC0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0638'1 MI W FROM EMORY GAP.
 FC0638'THIS MARK IS LOCATED AT THE EMORY 1960 STATION SITE, 82.3 FEET
 FC0638'SOUTH OF THE STATION MARK, 79.3 FEET SOUTH OF A WITNESS SIGN,
 FC0638'66 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YARD FENCE, AND
 FC0638'ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK IS SET IN THE
 FC0638'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0616 ***********************************************************************
 FE0616  DESIGNATION -  ENGLE
 FE0616  PID         -  FE0616
 FE0616  STATE/COUNTY-  TN/MADISON
 FE0616  USGS QUAD   -  JACKSON NORTH (1983)
 FE0616
 FE0616                         *CURRENT SURVEY CONTROL
 FE0616  ___________________________________________________________________
 FE0616* NAD 83(1995)-  35 39 59.09783(N)    088 50 49.34441(W)     ADJUSTED  
 FE0616* NAVD 88     -       153.257  (meters)     502.81   (feet)  ADJUSTED  
 FE0616  ___________________________________________________________________
 FE0616  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE0616  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0616  DYNAMIC HT  -         153.120 (meters)     502.36  (feet)  COMP
 FE0616  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0616
 FE0616  HORZ ORDER  -  SECOND
 FE0616  VERT ORDER  -  SECOND    CLASS 0
 FE0616
 FE0616.The horizontal coordinates were established by classical geodetic methods
 FE0616.and adjusted by the National Geodetic Survey in April 1999..
 FE0616
 FE0616.The orthometric height was determined by differential leveling
 FE0616.and adjusted by the National Geodetic Survey in June 1991..
 FE0616
 FE0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0616
 FE0616.The geoid height was determined by GEOID03.
 FE0616
 FE0616.The dynamic height is computed by dividing the NAVD 88
 FE0616.geopotential number by the normal gravity value computed on the
 FE0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0616.degrees latitude (g = 980.6199 gals.).
 FE0616
 FE0616.The modeled gravity was interpolated from observed gravity values.
 FE0616
 FE0616;                    North         East     Units Scale Factor Converg.
 FE0616;SPC TN       -   151,653.188   342,272.211   MT  0.99995266   -1 40 00.4
 FE0616;SPC TN       -   497,548.83  1,122,938.08   sFT  0.99995266   -1 40 00.4
 FE0616;UTM  16      - 3,948,521.615   332,823.071   MT  0.99994441   -1 04 37.9
 FE0616
 FE0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0616!SPC TN       -   0.99998037  x   0.99995266  =   0.99993303
 FE0616!UTM  16      -   0.99998037  x   0.99994441  =   0.99992479
 FE0616
 FE0616|---------------------------------------------------------------------|
 FE0616| PID    Reference Object                     Distance      Geod. Az  |
 FE0616|                                                           dddmmss.s |
 FE0616| FE0614 ENGLE RM 1                           14.045 METERS 06513     |
 FE0616| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 2.6 KM 1495638.4 |
 FE0616| FE0615 ENGLE RM 2                           10.145 METERS 25524     |
 FE0616|---------------------------------------------------------------------|
 FE0616
 FE0616                          SUPERSEDED SURVEY CONTROL
 FE0616
 FE0616  NAD 83(1995)-  35 39 59.10227(N)    088 50 49.34902(W) AD(       ) 2
 FE0616  NAD 83(1986)-  35 39 59.10918(N)    088 50 49.34515(W) AD(       ) 2
 FE0616  NAD 27      -  35 39 58.85410(N)    088 50 49.12620(W) AD(       ) 2
 FE0616  NGVD 29 (??/??/??)  153.290  (m)          502.92   (f) ADJUSTED    2 0
 FE0616
 FE0616.Superseded values are not recommended for survey control.
 FE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0616.See file dsdata.txt to determine how the superseded data were derived.
 FE0616
 FE0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3282348522(NAD 83)
 FE0616_MARKER: DE = TRAVERSE STATION DISK
 FE0616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0616_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0616_STAMPING: ENGLE 1959
 FE0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0616
 FE0616  HISTORY     - Date     Condition        Report By
 FE0616  HISTORY     - 1959     MONUMENTED       CGS
 FE0616  HISTORY     - 1959     GOOD             CGS
 FE0616  HISTORY     - 1961     MARK NOT FOUND   TNDT
 FE0616
 FE0616                          STATION DESCRIPTION
 FE0616
 FE0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0616'THE STATION IS LOCATED ABOUT (AIRLINE) 7.0 MILES SOUTHEAST OF ADAIR,
 FE0616'4.0 MILES NORTH-NORTHWEST OF JACKSON, 3.0 MILES SOUTHWEST OF
 FE0616'GILMORE, AND IS 5.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE
 FE0616'OF INTERSTATE HIGHWAY 40.
 FE0616'
 FE0616'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED ENGLE
 FE0616'1959, IS SECURED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6
 FE0616'INCHES ABOVE THE GROUND. IT IS 5.5 FEET SOUTH OF THE N RIGHT-OF-WAY
 FE0616'FENCE LINE, 5.0 FEET SOUTH OF A WITNESS SIGN, AND 3.0 FEET NORTH OF
 FE0616'THE NORTH EDGE OF A CUT BANK.
 FE0616'
 FE0616'REFERENCE MARK 1, A STANDARD DISK STAMPED ENGLE NO 1 1959, IS SECURED
 FE0616'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE
 FE0616'GROUND, AND IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION
 FE0616'MARK.  IT IS 4.0 FEET NORTH OF THE N EDGE OF THE CUT BANK, AND 3.0
 FE0616'FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 FE0616'
 FE0616'REFERENCE MARK 2, A STANDARD DISK STAMPED ENGLE NO 2 1959, IS SECURED
 FE0616'TO THE TOP OF A 2-IN IRON PIPE THAT PROJECTS 6 IN ABOVE THE GROUND,
 FE0616'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 FE0616'10.0 FEET NORTH OF THE NORTH EDGE OF THE CUTBANK, AND 18 INCHES
 FE0616'SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 FE0616'
 FE0616'TRAVERSE STATION LYON CAN BE USED FOR AN AZIMUTH.
 FE0616'
 FE0616'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 70 AND 45 IN
 FE0616'JACKSON GO NORTH ON U.S.HIGHWAY 45 FOR 3.45 MILES TO A SIDE ROAD
 FE0616'LEFT, W PARKER RD.  TURN LEFT AND GO WEST ON W PARKER RD. FOR 0.8
 FE0616'MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON
 FE0616'THE GRAVELED ROAD AND GO 0.5 MILE TO THE END OF THE ROAD AT THE
 FE0616'INTERSTATE HIGHWAY 40.  TURN RIGHT AND GO 0.5 MILE TO THE
 FE0616'STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 FE0616'
 FE0616'NOTE- THE HIGHWAY IS NOW UNDER CONSTRUCTION AND THE LAST 0.5 MILE MAY
 FE0616'NOT BE ACCESSIBLE AFTER IT HAS BEEN COMPLETED.
 FE0616
 FE0616                          STATION RECOVERY (1959)
 FE0616
 FE0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0616'5.5 MI N FROM JACKSON.
 FE0616'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0616'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 1.85 MILES EAST ON INTERSTATE
 FE0616'HIGHWAY 40.  IT IS 5.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 FE0616'FENCE LINE, 5.0 FEET SOUTH OF A WITNESS SIGN, AND 3.0 FEET
 FE0616'NORTH OF THE NORTH EDGE OF A CUT-ROAD.  THE DISK IS SECURED TO
 FE0616'THE TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES FROM THE
 FE0616'GROUND.
 FE0616
 FE0616                          STATION RECOVERY (1961)
 FE0616
 FE0616'RECOVERY NOTE BY TN DEPT OF TRANSP 1961 (CEG)
 FE0616'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE STATION, AND
 FE0616'REFERENCE MARKS, ON TWO SEPARATE DAYS.  ABSOLUTELY NO EVIDENCE,
 FE0616'WHATSOEVER, COULD BE FOUND OF ANY OF THE MARKS.
 FE0616'
 FE0616'THE ORIGINAL TO-REACH AND DESCRIPTION OF THE STATION IS NOW
 FE0616'COMPLETELY INADEQUATE.  HOWEVER, THE STATION HILL WAS DEFINITELY
 FE0616'LOCATED, AND THERE IS NOW A HIGHWAY CUT APPROXIMATELY 30 FEET DEEP
 FE0616'THROUGH THIS HILL AND NO REFERENCE POINTS EXIST.
 FE0616'
 FE0616'THERE IS A REMOTE POSSIBILITY THAT THE UNDERGROUND STATION MARK MAY
 FE0616'STILL BE IN PLACE, AS IT WAS EVIDENTLY JUST INSIDE THE RIGHT-OF-WAY
 FE0616'FENCE AT THE TOP OF THE CUT.  THE TOP OF THE CUT EXPIRES RIGHT
 FE0616'AGAINST THE FENCE AND IS NOW SEEDED WITH GRASS AND MULCHED TO
 FE0616'PREVENT EROSION.
 FE0616'
 FE0616'THE COMPLETE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0614 ***********************************************************************
 FE0614  DESIGNATION -  ENGLE RM 1
 FE0614  PID         -  FE0614
 FE0614  STATE/COUNTY-  TN/MADISON
 FE0614  USGS QUAD   -  JACKSON NORTH (1983)
 FE0614
 FE0614                         *CURRENT SURVEY CONTROL
 FE0614  ___________________________________________________________________
 FE0614* NAD 83(1986)-  35 39 59.     (N)    088 50 49.     (W)     SCALED    
 FE0614* NAVD 88     -       153.743  (meters)     504.41   (feet)  ADJUSTED  
 FE0614  ___________________________________________________________________
 FE0614  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0614  DYNAMIC HT  -         153.606 (meters)     503.96  (feet)  COMP
 FE0614  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0614
 FE0614  VERT ORDER  -  SECOND    CLASS 0
 FE0614
 FE0614.The horizontal coordinates were scaled from a topographic map and have
 FE0614.an estimated accuracy of +/- 6 seconds.
 FE0614
 FE0614.The orthometric height was determined by differential leveling
 FE0614.and adjusted by the National Geodetic Survey in June 1991..
 FE0614
 FE0614.The geoid height was determined by GEOID03.
 FE0614
 FE0614.The dynamic height is computed by dividing the NAVD 88
 FE0614.geopotential number by the normal gravity value computed on the
 FE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0614.degrees latitude (g = 980.6199 gals.).
 FE0614
 FE0614.The modeled gravity was interpolated from observed gravity values.
 FE0614
 FE0614;                    North         East    Units  Estimated Accuracy
 FE0614;SPC TN       -   151,650.      342,280.      MT  (+/- 180 meters Scaled)
 FE0614
 FE0614                          SUPERSEDED SURVEY CONTROL
 FE0614
 FE0614  NGVD 29 (??/??/??)  153.777  (m)          504.52   (f) ADJUSTED    2 0
 FE0614
 FE0614.Superseded values are not recommended for survey control.
 FE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0614.See file dsdata.txt to determine how the superseded data were derived.
 FE0614
 FE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE328485(NAD 83)
 FE0614_MARKER: DR = REFERENCE MARK DISK
 FE0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0614_STAMPING: ENGLE NO 1 1959
 FE0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0614+STABILITY: SURFACE MOTION
 FE0614
 FE0614  HISTORY     - Date     Condition        Report By
 FE0614  HISTORY     - 1959     MONUMENTED       CGS
 FE0614  HISTORY     - 1959     GOOD             CGS
 FE0614
 FE0614                          STATION DESCRIPTION
 FE0614
 FE0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0614'5.5 MI N FROM JACKSON.
 FE0614'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0614'U.S. HIGHWAY 70 IN JACKSON, THENCE 1.85 MILES EAST ON INTERSTATE
 FE0614'HIGHWAY 40.  IT IS 46.0 FEET EAST OF STATION ENGLE 1959, 4.0 FEET
 FE0614'NORTH OF THE NORTH EDGE OF A CUT-ROAD, AND 3.0 FEET SOUTH OF THE
 FE0614'RIGHT-OF-WAY FENCE.  THE DISK IS SECURED TO THE TOP OF A 2 INCH
 FE0614'IRON PIPE PROJECTING 6 INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0615 ***********************************************************************
 FE0615  DESIGNATION -  ENGLE RM 2
 FE0615  PID         -  FE0615
 FE0615  STATE/COUNTY-  TN/MADISON
 FE0615  USGS QUAD   -  JACKSON NORTH (1983)
 FE0615
 FE0615                         *CURRENT SURVEY CONTROL
 FE0615  ___________________________________________________________________
 FE0615* NAD 83(1986)-  35 39 59.     (N)    088 50 50.     (W)     SCALED    
 FE0615* NAVD 88     -       152.698  (meters)     500.98   (feet)  ADJUSTED  
 FE0615  ___________________________________________________________________
 FE0615  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0615  DYNAMIC HT  -         152.562 (meters)     500.53  (feet)  COMP
 FE0615  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0615
 FE0615  VERT ORDER  -  SECOND    CLASS 0
 FE0615
 FE0615.The horizontal coordinates were scaled from a topographic map and have
 FE0615.an estimated accuracy of +/- 6 seconds.
 FE0615
 FE0615.The orthometric height was determined by differential leveling
 FE0615.and adjusted by the National Geodetic Survey in June 1991..
 FE0615
 FE0615.The geoid height was determined by GEOID03.
 FE0615
 FE0615.The dynamic height is computed by dividing the NAVD 88
 FE0615.geopotential number by the normal gravity value computed on the
 FE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0615.degrees latitude (g = 980.6199 gals.).
 FE0615
 FE0615.The modeled gravity was interpolated from observed gravity values.
 FE0615
 FE0615;                    North         East    Units  Estimated Accuracy
 FE0615;SPC TN       -   151,650.      342,260.      MT  (+/- 180 meters Scaled)
 FE0615
 FE0615                          SUPERSEDED SURVEY CONTROL
 FE0615
 FE0615  NGVD 29 (??/??/??)  152.732  (m)          501.09   (f) ADJUSTED    2 0
 FE0615
 FE0615.Superseded values are not recommended for survey control.
 FE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0615.See file dsdata.txt to determine how the superseded data were derived.
 FE0615
 FE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE328485(NAD 83)
 FE0615_MARKER: DR = REFERENCE MARK DISK
 FE0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0615_STAMPING: ENGLE NO 2 1959
 FE0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0615
 FE0615  HISTORY     - Date     Condition        Report By
 FE0615  HISTORY     - 1959     MONUMENTED       CGS
 FE0615  HISTORY     - 1959     GOOD             CGS
 FE0615
 FE0615                          STATION DESCRIPTION
 FE0615
 FE0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0615'5.5 MI N FROM JACKSON.
 FE0615'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0615'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 1.85 MILES EAST ON INTESTATE
 FE0615'HIGHWAY 40.  IT IS 10.0 FEET NORTH OF THE NORTH EDGE OF A
 FE0615'CUT-ROAD, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 33.3 FEET
 FE0615'SOUTH-SOUTHEAST OF STATION ENGLE 1959.  THE DISK IS SECURED TO THE
 FE0615'TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2498 ***********************************************************************
 FB2498  DESIGNATION -  ENGLISH RESET
 FB2498  PID         -  FB2498
 FB2498  STATE/COUNTY-  TN/COCKE
 FB2498  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2498
 FB2498                         *CURRENT SURVEY CONTROL
 FB2498  ___________________________________________________________________
 FB2498* NAD 83(1995)-  35 54 04.08174(N)    083 17 52.15657(W)     ADJUSTED  
 FB2498* NAVD 88     -      1105.     (meters)    3625.     (feet)  VERTCON   
 FB2498  ___________________________________________________________________
 FB2498  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FB2498  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2498
 FB2498  HORZ ORDER  -  FIRST
 FB2498
 FB2498.The horizontal coordinates were established by classical geodetic methods
 FB2498.and adjusted by the National Geodetic Survey in April 1999..
 FB2498
 FB2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2498
 FB2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2498
 FB2498.The geoid height was determined by GEOID03.
 FB2498
 FB2498;                    North         East     Units Scale Factor Converg.
 FB2498;SPC TN       -   177,313.275   843,898.726   MT  0.99994908   +1 34 55.1
 FB2498;SPC TN       -   581,735.30  2,768,691.07   sFT  0.99994908   +1 34 55.1
 FB2498;SPC NC       -   247,028.318   221,756.455   MT  0.99993670   -2 28 50.1
 FB2498;SPC NC       -   810,458.74    727,545.97   sFT  0.99993670   -2 28 50.1
 FB2498;UTM  17      - 3,975,421.979   292,627.137   MT  1.00012992   -1 20 52.4
 FB2498
 FB2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2498!SPC TN       -   0.99983140  x   0.99994908  =   0.99978049
 FB2498!SPC NC       -   0.99983140  x   0.99993670  =   0.99976811
 FB2498!UTM  17      -   0.99983140  x   1.00012992  =   0.99996130
 FB2498
 FB2498|---------------------------------------------------------------------|
 FB2498| PID    Reference Object                     Distance      Geod. Az  |
 FB2498|                                                           dddmmss.s |
 FB2498| DE5100 ENGLISH RM 1                          6.672 METERS 01653     |
 FB2498| DE5101 ENGLISH RM 2                          4.715 METERS 11128     |
 FB2498| DE5102 ENGLISH RM 3 AZIMUTH                               23530     |
 FB2498| DE5099 ENGLISH RM                                         24154     |
 FB2498| FB2499 ENGLISH RM 3 RESET                   16.470 METERS 24715     |
 FB2498| FB2627 MCBEE                               APPROX.26.1 KM 2834249.4 |
 FB2498|---------------------------------------------------------------------|
 FB2498
 FB2498                          SUPERSEDED SURVEY CONTROL
 FB2498
 FB2498  NAD 83(1995)-  35 54 04.08798(N)    083 17 52.16090(W) AD(       ) 1
 FB2498  NAD 83(1986)-  35 54 04.09280(N)    083 17 52.15986(W) AD(       ) 1
 FB2498  NAD 27      -  35 54 03.75800(N)    083 17 52.59000(W) AD(       ) 1
 FB2498  NGVD 29 (07/19/86) 1105.     (m)         3625.     (f) VERT ANG       
 FB2498
 FB2498.Superseded values are not recommended for survey control.
 FB2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2498.See file dsdata.txt to determine how the superseded data were derived.
 FB2498
 FB2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9262775422(NAD 83)
 FB2498_MARKER: H = DRILL HOLE
 FB2498_SETTING: 80 = SET IN A BOULDER
 FB2498_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FB2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2498
 FB2498  HISTORY     - Date     Condition        Report By
 FB2498  HISTORY     - 1934     MONUMENTED       CGS
 FB2498  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FB2498  HISTORY     - 1961     GOOD             CGS
 FB2498  HISTORY     - 1979     GOOD             NGS
 FB2498
 FB2498                          STATION DESCRIPTION
 FB2498
 FB2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FB2498'ABOUT 3 MILES SOUTHWEST OF CARSON SPRINGS WHICH IS 7 MILES SOUTHWEST
 FB2498'OF NEWPORT, ON WESTERN BOUNDARY LINE OF COCKE COUNTY, AND ON
 FB2498'HIGHEST PART OF KNOB OF ENGLISH MOUNTAIN RANGE, KNOWN AS PINNACLE. TO
 FB2498'REACH FROM CARSON SPRINGS, FOLLOW WELL-KNOWN FIRE-TOWER
 FB2498'TRAIL 4.6 MILES TO SUMMIT AND FIRE TOWER OF STATE FORESTRY SERVICE.
 FB2498'STATION IS 30 FEET NORTH OF NORTH LEG OF FIRE TOWER AND 200
 FB2498'FEET NORTHWEST OF FIRE WARDENS CABIN. MARK IS DRILL HOLE AT
 FB2498'INTERSECTION OF NORTH-AND-SOUTH AND EAST-AND-WEST GROOVES WITH
 FB2498'LETTERS U. S. C. S. CUT IN ROCK IN SITU. REFERENCE MARKS WERE DRILL
 FB2498'HOLES 1-1/2 INCHES DEEP, WITH ARROWS WHICH POINT TOWARD STATION, IN
 FB2498'ROCKS IN SITU ON HIGHEST PART OF HILL.  NO. 1 WAS 22 FEET 1-1/2
 FB2498'FROM STATION. NO. 2 WAS 15 FEET 5 INCHES FROM STATION.
 FB2498'NO. 3 WAS 13 FEET 11 INCHES FROM
 FB2498'STATION. IN 1930 STANDARD DISKS WERE SET IN STATION MARK AND IN
 FB2498'REFERENCE MARKS NOS. 1 AND 2. NO. 1 IS 6.67 METERS (21.9 FEET) FROM
 FB2498'STATION.  NO. 2 IS 4.70 METERS (15.4 FEET)
 FB2498'FROM STATION. IN 1933 STATION WAS RECOVERED, WITH DISKS GONE FROM
 FB2498'STATION MARK AND FROM REFERENCE MARK 1. MISSING DISKS WERE REPLACED
 FB2498'AND TIES TO REFERENCE MARKS NOS. 1 AND 2 WERE REMEASURED, BEARING
 FB2498'FROM STATION TO REFERENCE MARK NO. 1 BEING S 16 DEG 54 MIN W, AND TO
 FB2498'NO. 2, N 68 DEG 42 MIN W.  IN 1934 AZIMUTH MARK WAS ESTABLISHED BY
 FB2498'SETTING STANDARD REFERENCE DISK IN FLAT ROCK OUTCROP, AT
 FB2498'BASE OF 6-INCH OAK TREE, 18 FEET NORTH OF TRAIL TO SUMMIT, AND 140
 FB2498'YARDS FROM STATION S 55 DEG 30 MIN W.
 FB2498
 FB2498                          STATION RECOVERY (1961)
 FB2498
 FB2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2498'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FB2498'REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD
 FB2498'CONDITION. THIS PARTY ESTABLISHED REFERENCE MARK NO. 4. FOLLOWING IS
 FB2498'A NEW AND COMPLETE DESCRIPTION.
 FB2498'
 FB2498'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEWPORT, 3 MILES
 FB2498'SOUTHWEST OF CARSON SPRINGS AND ON HIGHEST PART OF
 FB2498'MOUNTAIN NEAR THE LOOKOUT TOWER.
 FB2498'
 FB2498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 411 AND 70
 FB2498'WHICH IS ABOUT 5 MILES WEST OF NEWPORT, GO EAST ON U.S.
 FB2498'HIGHWAY 70 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 FB2498'GO 0.3 MILE TO AN OVERPASS AT INTERSTATE HIGHWAY, CONTINUE
 FB2498'SOUTHERLY FOR 3.35 MILES TO A LOCKED GATE, PASS THROUGH GATE AND GO
 FB2498'0.35 MILE TO ANOTHER LOCKED GATE, PASS THROUGH GATE AND
 FB2498'FOLLOW MOUNTAIN ROAD 4.4 MILES TO THE LOOKOUT TOWER AND THE STATION.
 FB2498'
 FB2498'THE STATION MARK IS A STANDARD DISK, STAMPED ENGLISH 1891 1930 1933
 FB2498'1934, CEMENTED IN A DRILLED HOLE IN A BOULDER.  IT IS 43.8 FEET
 FB2498'NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER, 10 FEET NORTH OF AN
 FB2498'8-INCH TRIANGULAR BLAZED TREE AND 1.7 FEET SOUTH OF A WITNESS
 FB2498'SIGN.
 FB2498'
 FB2498'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ENGLISH NO 1 1891
 FB2498'1930 1933, CENENTED IN A DRILLED HOLE IN A BOULDER.  IT IS 20.3 FEET
 FB2498'NORTH OF A WITNESS SIGN.
 FB2498'
 FB2498'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ENGLISH NO 2 1891
 FB2498'1930 1933, CEMENTED IN A DRILLED HOLE IN A BOULDER.  IT IS 20 FEET
 FB2498'EAST OF AN 8-INCH TRIANGULAR BLAZED TREE AND 15.2 FEET SOUTHEAST OF A
 FB2498'WITNESS SIGN.
 FB2498'
 FB2498'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED ENGLISH AZI NO 3
 FB2498'1934, CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK. IT IS
 FB2498'21 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.6 FEET SOUTH OF
 FB2498'A WITNESS SIGN AND 1 FOOT SOUTHEAST OF A 12-INCH TREE.
 FB2498'
 FB2498'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED ENGLISH NO 4 1891
 FB2498'1930 1933 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FB2498'5 INCHES. IT IS SET UNDER THE CENTER OF THE LOOKOUT TOWER AND ABOUT 4
 FB2498'FEET LOWER THAN THE STATION.
 FB2498'
 FB2498'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FB2498
 FB2498                          STATION RECOVERY (1979)
 FB2498
 FB2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB2498'THE STATION MARK, REFERENCE MARK 2 WERE FOUND AS DESCRIBED AND IN
 FB2498'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND BUT THOUGHT TO BE
 FB2498'OK.  A NEST OF YELLOW JACKETS WERE AT THE STATION SITE AND RM 1 COULD
 FB2498'NOT BE SEARCHED FOR NOR THE STATION OCCUPIED.  THE 1961 DESCRIPTION
 FB2498'WAS FOUND TO HAVE SEVERAL ERRORS AS FOLLOWS.  REFERENCE MARK 4 WAS
 FB2498'LISTED AS BEING UNDER THE CENTER OF THE TOWER.  THE MARK UNDER THE
 FB2498'CENTER OF THE TOWER WAS FOUND STAMPED NO 3.  REFERENCE MARK 3 WAS
 FB2498'FOUND TO BE THE AZIMUTH MARK NO 3.  THE BEARING AND DISTANCE TO RM 4
 FB2498'SHOULD BE CHANGED ON ALL DATA TO RM 3.  THE DESCRIPTION IS GOOD WITH
 FB2498'THE ABOVE CHANGES AND THE FOLLOWING TO REACH.
 FB2498'
 FB2498'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FB2498'U.S. HIGHWAY 411 AT NEWPORT GO WESTERLY ON HIGHWAY 411 FOR 0.15 MILE
 FB2498'TO A ROAD LEFT.  TURN LEFT ON THE PAVED ROAD AND GO FOR 0.55 MILE TO
 FB2498'A PAVED T ROAD.  TURN RIGHT ON PAVED ROAD AND GO FOR 3.0 MILES TO A
 FB2498'GATE.  PASS THROUGH THE GATE AND CONTINUE UPHILL FOR 0.15 MILE TO THE
 FB2498'OFFICE OF THE CAMP CARSON BAPTIST ASSEMBLY AND KEY TO GATES.  CONTINUE
 FB2498'UPHILL ON GRAVELED ROAD FOR 0.15 MILE TO A GATE.  PASS THROUGH THE
 FB2498'GATE AND CONTINUE UPHILL ON GRAVEL ROAD FOR 4.05 MILE TO THE TOP OF
 FB2498'THE MOUNTAIN AND THE STATION BY THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2499 ***********************************************************************
 FB2499  DESIGNATION -  ENGLISH RM 3 RESET
 FB2499  PID         -  FB2499
 FB2499  STATE/COUNTY-  TN/COCKE
 FB2499  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2499
 FB2499                         *CURRENT SURVEY CONTROL
 FB2499  ___________________________________________________________________
 FB2499* NAD 83(1995)-  35 54 03.87508(N)    083 17 52.76227(W)     ADJUSTED  
 FB2499* NAVD 88     -      1104.8    (meters)    3625.     (feet)  VERTCON   
 FB2499  ___________________________________________________________________
 FB2499  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FB2499  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2499
 FB2499  HORZ ORDER  -  SECOND
 FB2499
 FB2499.The horizontal coordinates were established by classical geodetic methods
 FB2499.and adjusted by the National Geodetic Survey in April 1999..
 FB2499
 FB2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2499
 FB2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2499
 FB2499.The geoid height was determined by GEOID03.
 FB2499
 FB2499;                    North         East     Units Scale Factor Converg.
 FB2499;SPC TN       -   177,306.489   843,883.720   MT  0.99994908   +1 34 54.7
 FB2499;SPC TN       -   581,713.04  2,768,641.84   sFT  0.99994908   +1 34 54.7
 FB2499;SPC NC       -   247,022.612   221,741.005   MT  0.99993669   -2 28 50.4
 FB2499;SPC NC       -   810,440.02    727,495.28   sFT  0.99993669   -2 28 50.4
 FB2499;UTM  17      - 3,975,415.968   292,611.800   MT  1.00013000   -1 20 52.8
 FB2499
 FB2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2499!SPC TN       -   0.99983142  x   0.99994908  =   0.99978051
 FB2499!SPC NC       -   0.99983142  x   0.99993669  =   0.99976812
 FB2499!UTM  17      -   0.99983142  x   1.00013000  =   0.99996139
 FB2499
 FB2499                          SUPERSEDED SURVEY CONTROL
 FB2499
 FB2499  NAD 83(1995)-  35 54 03.88132(N)    083 17 52.76661(W) AD(       ) 2
 FB2499  NAD 83(1986)-  35 54 03.88614(N)    083 17 52.76557(W) AD(       ) 2
 FB2499  NAD 27      -  35 54 03.55180(N)    083 17 53.19640(W) AD(       ) 2
 FB2499  NGVD 29 (07/19/86) 1104.9    (m)         3625.     (f) VERT ANG       
 FB2499
 FB2499.Superseded values are not recommended for survey control.
 FB2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2499.See file dsdata.txt to determine how the superseded data were derived.
 FB2499
 FB2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9261275416(NAD 83)
 FB2499
 FB2499  HISTORY     - Date     Condition        Report By
 FB2499  HISTORY     - 1961     FIRST OBSERVED   CGS
 FB2499
 FB2499                          STATION DESCRIPTION
 FB2499
 FB2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2499'THIS STATION IS A 4 LEGGED STEEL STRUCTURE WITH A GLASS INCLOSED CAB,
 FB2499'GREY IN COLOR AND ABOUT 60 FEET OVER ALL.  A REFERENCE MARK
 FB2499'PLACED AT THE INTERSECTION OF THE DIAGONALS AND MEASURED BY TAPE. SEE
 FB2499'DESCRIPTION OF ENGLISH 1891-1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9668 ***********************************************************************
 DE9668  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9668  DESIGNATION -  ENSLEY
 DE9668  PID         -  DE9668
 DE9668  STATE/COUNTY-  TN/SHELBY
 DE9668  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 DE9668
 DE9668                         *CURRENT SURVEY CONTROL
 DE9668  ___________________________________________________________________
 DE9668* NAD 83(1995)-  35 04 20.68741(N)    090 07 25.94207(W)     ADJUSTED  
 DE9668* NAVD 88     -        72.11   (meters)     236.6    (feet)  GPS OBS   
 DE9668  ___________________________________________________________________
 DE9668  X           -     -11,298.220 (meters)                     COMP
 DE9668  Y           -  -5,225,839.264 (meters)                     COMP
 DE9668  Z           -   3,644,470.495 (meters)                     COMP
 DE9668  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DE9668  ELLIP HEIGHT-          44.82  (meters)          (01/24/03) GPS OBS
 DE9668  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DE9668
 DE9668  HORZ ORDER  -  FIRST
 DE9668  ELLP ORDER  -  SECOND    CLASS II
 DE9668
 DE9668.The horizontal coordinates were established by GPS observations
 DE9668.and adjusted by the National Geodetic Survey in January 2003..
 DE9668
 DE9668.The orthometric height was determined by GPS observations and a
 DE9668.high-resolution geoid model using precise GPS observation and
 DE9668.processing techniques.
 DE9668
 DE9668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9668
 DE9668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9668
 DE9668.The ellipsoidal height was determined by GPS observations
 DE9668.and is referenced to NAD 83.
 DE9668
 DE9668.The geoid height was determined by GEOID03.
 DE9668
 DE9668;                    North         East     Units Scale Factor Converg.
 DE9668;SPC TN       -    89,925.700   223,968.880   MT  1.00003608   -2 24 51.4
 DE9668;SPC TN       -   295,031.23    734,804.57   sFT  1.00003608   -2 24 51.4
 DE9668;UTM  15      - 3,884,857.649   762,257.656   MT  1.00044775   +1 39 13.0
 DE9668
 DE9668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9668!SPC TN       -   0.99999296  x   1.00003608  =   1.00002904
 DE9668!UTM  15      -   0.99999296  x   1.00044775  =   1.00044071
 DE9668
 DE9668                          SUPERSEDED SURVEY CONTROL
 DE9668
 DE9668.No superseded survey control is available for this station.
 DE9668
 DE9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6225884858(NAD 83)
 DE9668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9668_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 DE9668_STAMPING: ENSLEY.3.3D.88
 DE9668_MARK LOGO: USACE 
 DE9668_PROJECTION: FLUSH
 DE9668_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9668+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9668_ROD/PIPE-DEPTH: 22.9 meters
 DE9668_SLEEVE-DEPTH  :  0.2 meters
 DE9668
 DE9668  HISTORY     - Date     Condition        Report By
 DE9668  HISTORY     - 1988     MONUMENTED       USACE
 DE9668  HISTORY     - 20011014 GOOD             3001
 DE9668
 DE9668                          STATION DESCRIPTION
 DE9668
 DE9668'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9668'THE STATION IS LOCATED AT THE ENSLEY ENGINEER YARD, IN SOUTHWEST
 DE9668'MEMPHIS, 8.17 MILES
 DE9668'WEST OF MEMPHIS INTL AIRPORT.  6.55 MILES SOUTHWEST OF MEMPHIS.  6.3
 DE9668'MILES SOUTHEAST OF
 DE9668'WEST MEMPHIS, AR.
 DE9668' 
 DE9668'OWNERSHIP-  U.S.C.O.E.
 DE9668' 
 DE9668'TO REACH THE STATION FROM THE INTERSECTION OF I-55 EXIT 9 AND
 DE9668'RIVERPORT ROAD, PROCEED
 DE9668'SOUTH ON RIVERPORT ROAD 3.1 MILES TO GATE TO ENSLEY ENGINEERS YARD,
 DE9668'PROCEED THROUGH
 DE9668'GATE, NORTH, 0.1 MILES TO ADMINISTRATION OFFICE, GO LEFT AT
 DE9668'ADMINISTRATION OFFICE 0.2 MILES
 DE9668'TO START OF LEVEE.  PROCEED ON LEVEE 110 FEET TO MARK.
 DE9668' 
 DE9668'THE STATION IS AT THE ENSLEY ENGINEER YARD, 10 FEET NORTH OF LEVEE BL
 DE9668'STA 1/31+23 ON
 DE9668'RIVERSIDE CROWN OF LEVEE, 110 FEET WEST OF ROAD TO STRING OUT AND
 DE9668'WHERE LEVEE STARTS.
 DE9668'14 FEET NORTH OF CENTERLINE OF GRAVEL ROAD ON TOP OF LEVEE.  3 FEET
 DE9668'SOUTH OF WITNESS
 DE9668'POST.  MARK IS A 2ND ORDER BM, A 3D MONUMENT DRIVEN 75 FEET WITH AN
 DE9668'ALUMINUM CAP AND
 DE9668'ACCESS COVER.  MARK IS STAMPED ENSLEY 3.3D.88.
 DE9668' 
 DE9668'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2428 ***********************************************************************
 GB2428  DESIGNATION -  ENSOR
 GB2428  PID         -  GB2428
 GB2428  STATE/COUNTY-  TN/PUTNAM
 GB2428  USGS QUAD   -  BAXTER (1981)
 GB2428
 GB2428                         *CURRENT SURVEY CONTROL
 GB2428  ___________________________________________________________________
 GB2428* NAD 83(1995)-  36 09 58.37501(N)    085 39 08.97037(W)     ADJUSTED  
 GB2428* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 GB2428  ___________________________________________________________________
 GB2428  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GB2428  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB2428
 GB2428  HORZ ORDER  -  SECOND
 GB2428
 GB2428.The horizontal coordinates were established by classical geodetic methods
 GB2428.and adjusted by the National Geodetic Survey in April 1999..
 GB2428
 GB2428.The orthometric height was scaled from a topographic map.
 GB2428
 GB2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2428
 GB2428.The geoid height was determined by GEOID03.
 GB2428
 GB2428;                    North         East     Units Scale Factor Converg.
 GB2428;SPC TN       -   203,413.518   631,265.586   MT  0.99996515   +0 12 12.4
 GB2428;SPC TN       -   667,365.85  2,071,077.18   sFT  0.99996515   +0 12 12.4
 GB2428;UTM  16      - 4,003,225.538   621,195.772   MT  0.99978098   +0 47 43.1
 GB2428
 GB2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2428!SPC TN       -   0.99995303  x   0.99996515  =   0.99991818
 GB2428!UTM  16      -   0.99995303  x   0.99978098  =   0.99973402
 GB2428
 GB2428:                Primary Azimuth Mark                     Grid Az
 GB2428:SPC TN       -  BAXTER MUNICIPAL TANK                    126 48 59.0
 GB2428:UTM  16      -  BAXTER MUNICIPAL TANK                    126 13 28.3
 GB2428
 GB2428|---------------------------------------------------------------------|
 GB2428| PID    Reference Object                     Distance      Geod. Az  |
 GB2428|                                                           dddmmss.s |
 GB2428| GB2427 BAXTER MUNICIPAL TANK               APPROX. 1.6 KM 1270111.4 |
 GB2428| CG5754 ENSOR RM 1                           30.510 METERS 21405     |
 GB2428| CG5753 ENSOR AZ MK                                        2904031.9 |
 GB2428| GB2429 3633                                  8.720 METERS 31950     |
 GB2428|---------------------------------------------------------------------|
 GB2428
 GB2428                          SUPERSEDED SURVEY CONTROL
 GB2428
 GB2428  NAD 83(1995)-  36 09 58.37703(N)    085 39 08.97315(W) AD(       ) 2
 GB2428  NAD 83(1995)-  36 09 58.37890(N)    085 39 08.97308(W) AD(       ) 2
 GB2428  NAD 83(1986)-  36 09 58.38732(N)    085 39 08.97163(W) AD(       ) 2
 GB2428  NAD 27      -  36 09 58.16700(N)    085 39 09.04900(W) AD(       ) 2
 GB2428
 GB2428.Superseded values are not recommended for survey control.
 GB2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2428.See file dsdata.txt to determine how the superseded data were derived.
 GB2428
 GB2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2119603226(NAD 83)
 GB2428_MARKER: DS = TRIANGULATION STATION DISK
 GB2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2428
 GB2428  HISTORY     - Date     Condition        Report By
 GB2428  HISTORY     - 1949     MONUMENTED       CGS
 GB2428
 GB2428                          STATION DESCRIPTION
 GB2428
 GB2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2428'STATION IS LOCATED ABOUT 9 MILES WEST OF COOKEVILLE AND 1 MILE
 GB2428'NORTHWEST OF BAXTER. IT IS 87 FEET NORTHEAST OF THE SOUTHEAST
 GB2428'CORNER OF A FRAME HOUSE, 70 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GB2428'NO. 70N AND 42 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS
 GB2428'FLUSH AND THE DISK IS STAMPED ENSOR 1949.
 GB2428'
 GB2428'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF A
 GB2428'GARAGE. THE MARK IS FLUSH AND THE DISK IS STAMPED ENSOR NO. 1
 GB2428'1949.
 GB2428'
 GB2428'NO. 3633 (TENN.GEOD.S.) WAS USED AS A REFERENCE MARK. IT IS 64 FEET
 GB2428'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 48 FEET SOUTHWEST OF
 GB2428'THE CENTER OF U.S. HIGHWAY NO. 70N AND 25 FEET SOUTHWEST OF A WHITE
 GB2428'WITNESS POST. THE MARK IS A 6X6 INCH CONCRETE POST SET FLUSH WITH
 GB2428'THE GROUND WITH A BRONZE USC AND GS AND SS DISK ATOP STAMPED 3633.
 GB2428'
 GB2428'AZIMUTH MARK IS 71 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 GB2428'HOUSE, 26 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 70N, 11
 GB2428'FEET SOUTHEAST OF A TELEPHONE POLE AND 3 FEET SOUTHEAST OF A WHITE
 GB2428'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GB2428'ENSOR 1949.
 GB2428'
 GB2428'TO REACH THE STATION FROM THE PUTNAM COUNTY COURT HOUSE IN
 GB2428'COOKEVILLE, GO WEST ON U.S. HIGHWAY NO. 70N FOR 9.15 MILES TO THE
 GB2428'STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.3 MILES TO THE
 GB2428'AZIMUTH MARK ON THE LEFT.
 GB2428'
 GB2428'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2578 ***********************************************************************
 GC2578  DESIGNATION -  ERIN
 GC2578  PID         -  GC2578
 GC2578  STATE/COUNTY-  TN/HOUSTON
 GC2578  USGS QUAD   -  ERIN (1981)
 GC2578
 GC2578                         *CURRENT SURVEY CONTROL
 GC2578  ___________________________________________________________________
 GC2578* NAD 83(1995)-  36 19 11.89035(N)    087 42 09.51047(W)     ADJUSTED  
 GC2578* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2578  ___________________________________________________________________
 GC2578  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2578  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC2578
 GC2578  HORZ ORDER  -  THIRD
 GC2578
 GC2578.The horizontal coordinates were established by classical geodetic methods
 GC2578.and adjusted by the National Geodetic Survey in April 1999..
 GC2578
 GC2578.The orthometric height was scaled from a topographic map.
 GC2578
 GC2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2578
 GC2578.The geoid height was determined by GEOID03.
 GC2578
 GC2578;                    North         East     Units Scale Factor Converg.
 GC2578;SPC TN       -   221,748.600   447,116.191   MT  0.99998428   -0 59 48.5
 GC2578;SPC TN       -   727,520.20  1,466,913.70   sFT  0.99998428   -0 59 48.5
 GC2578;UTM  16      - 4,019,667.769   436,928.894   MT  0.99964901   -0 24 58.3
 GC2578
 GC2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2578!SPC TN       -   0.99997443  x   0.99998428  =   0.99995871
 GC2578!UTM  16      -   0.99997443  x   0.99964901  =   0.99962345
 GC2578
 GC2578:                Primary Azimuth Mark                     Grid Az
 GC2578:SPC TN       -  ERIN AZ MK                               092 46 35.7
 GC2578:UTM  16      -  ERIN AZ MK                               092 11 45.5
 GC2578
 GC2578|---------------------------------------------------------------------|
 GC2578| PID    Reference Object                     Distance      Geod. Az  |
 GC2578|                                                           dddmmss.s |
 GC2578| CG5758 ERIN AZ MK                                         0914647.2 |
 GC2578| GC2582 WAVERLY RADIO STA KID 283 MAST      APPROX. 9.8 KM 1355748.3 |
 GC2578| CG5759 ERIN RM 1                            12.567 METERS 17446     |
 GC2578| CG5760 ERIN RM 2                            12.506 METERS 30433     |
 GC2578|---------------------------------------------------------------------|
 GC2578
 GC2578                          SUPERSEDED SURVEY CONTROL
 GC2578
 GC2578  NAD 83(1995)-  36 19 11.89185(N)    087 42 09.51275(W) AD(       ) 3
 GC2578  NAD 83(1995)-  36 19 11.89396(N)    087 42 09.51538(W) AD(       ) 3
 GC2578  NAD 83(1986)-  36 19 11.89960(N)    087 42 09.51276(W) AD(       ) 3
 GC2578  NAD 27      -  36 19 11.70000(N)    087 42 09.44300(W) AD(       ) 3
 GC2578
 GC2578.Superseded values are not recommended for survey control.
 GC2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2578.See file dsdata.txt to determine how the superseded data were derived.
 GC2578
 GC2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3692919668(NAD 83)
 GC2578_MARKER: DS = TRIANGULATION STATION DISK
 GC2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2578
 GC2578  HISTORY     - Date     Condition        Report By
 GC2578  HISTORY     - 1953     MONUMENTED       CGS
 GC2578
 GC2578                          STATION DESCRIPTION
 GC2578
 GC2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2578'STATION IS LOCATED IN THE NORTH SECTION OF ERIN, 0.1 MILE NORTH OF
 GC2578'THE ERIN HIGH SCHOOL AND ON PROPERTY OWNED BY MR.  JORDON SCOTT.
 GC2578'IT IS 80 FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL FORK 75 FEET
 GC2578'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 18 FEET NORTHWEST OF THE
 GC2578'CENTER OF A GRAVEL ROAD AND 6 FEET EAST OF A WHITE WITNESS POST.  THE
 GC2578'MARK IS FLUSH AND THE DISK IS STAMPED ERIN 1953.
 GC2578'
 GC2578'REFERENCE MARK NO. 1 IS 16 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 GC2578'7 FEET EAST OF A 16 INCH OAK TREE AND 2 FEET WEST OF A FENCE LINE.
 GC2578'THE MARK IS FLUSH AND THE DISK IS STAMPED ERIN NO 1 1953.
 GC2578'
 GC2578'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 GC2578'AND 9 FEET SOUTH OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND THE
 GC2578'DISK IS STAMPED ERIN NO 2 1953.
 GC2578'
 GC2578'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 GC2578'SOUTH OF A 16 INCH OAK TREE AND 3 FEET NORTHWEST OF A WHITE
 GC2578'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2578'ERIN 1953.
 GC2578'
 GC2578'TO REACH THE STATION FROM THE WEST SIDE OF THE HOUSTON COUNTY
 GC2578'COURTHOUSE IN ERIN, GO WEST ON STATE HIGHWAY 49 FOR 0.5 MILE TO
 GC2578'THE INTERSECTION OF COLLEGE DRIVE, TURN RIGHT AND GO NORTH UP A STEEP
 GC2578'HILL FOR 0.3 MILE TO THE REAR OF THE HIGH SCHOOL AND A GRAVEL FORK
 GC2578'AND THE STATION AS DESCRIBED.  TAKE RIGHT FORK AND GO 0.15 MILE TO
 GC2578'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2578'
 GC2578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0672 ***********************************************************************
 GB0672  DESIGNATION -  ERWIN
 GB0672  PID         -  GB0672
 GB0672  STATE/COUNTY-  TN/KNOX
 GB0672  USGS QUAD   -  POWELL (1976)
 GB0672
 GB0672                         *CURRENT SURVEY CONTROL
 GB0672  ___________________________________________________________________
 GB0672* NAD 83(1995)-  36 01 56.27872(N)    084 00 01.04756(W)     ADJUSTED  
 GB0672* NAVD 88     -       367.033  (meters)    1204.17   (feet)  ADJUSTED  
 GB0672  ___________________________________________________________________
 GB0672  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GB0672  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0672  DYNAMIC HT  -         366.690 (meters)    1203.05  (feet)  COMP
 GB0672  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GB0672
 GB0672  HORZ ORDER  -  SECOND
 GB0672  VERT ORDER  -  SECOND    CLASS 0
 GB0672
 GB0672.The horizontal coordinates were established by classical geodetic methods
 GB0672.and adjusted by the National Geodetic Survey in April 1999..
 GB0672
 GB0672.The orthometric height was determined by differential leveling
 GB0672.and adjusted by the National Geodetic Survey in June 1991..
 GB0672
 GB0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0672
 GB0672.The geoid height was determined by GEOID03.
 GB0672
 GB0672.The dynamic height is computed by dividing the NAVD 88
 GB0672.geopotential number by the normal gravity value computed on the
 GB0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0672.degrees latitude (g = 980.6199 gals.).
 GB0672
 GB0672.The modeled gravity was interpolated from observed gravity values.
 GB0672
 GB0672;                    North         East     Units Scale Factor Converg.
 GB0672;SPC TN       -   190,340.345   780,206.823   MT  0.99995437   +1 10 14.6
 GB0672;SPC TN       -   624,474.95  2,559,728.55   sFT  0.99995437   +1 10 14.6
 GB0672;UTM  16      - 3,991,695.193   770,284.695   MT  1.00050025   +1 45 56.2
 GB0672;UTM  17      - 3,991,696.810   229,662.852   MT  1.00050060   -1 45 57.5
 GB0672
 GB0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0672!SPC TN       -   0.99994722  x   0.99995437  =   0.99990159
 GB0672!UTM  16      -   0.99994722  x   1.00050025  =   1.00044744
 GB0672!UTM  17      -   0.99994722  x   1.00050060  =   1.00044779
 GB0672
 GB0672|---------------------------------------------------------------------|
 GB0672| PID    Reference Object                     Distance      Geod. Az  |
 GB0672|                                                           dddmmss.s |
 GB0672| GB0670 ERWIN RM 1                            6.862 METERS 04657     |
 GB0672| DB9283 ERWIN AZ MK                                        3082319.3 |
 GB0672| GB0671 ERWIN RM 2                            6.596 METERS 32208     |
 GB0672| GB0678 VENTIS                              APPROX. 4.9 KM 3363324.7 |
 GB0672|---------------------------------------------------------------------|
 GB0672
 GB0672                          SUPERSEDED SURVEY CONTROL
 GB0672
 GB0672  NAD 83(1995)-  36 01 56.28561(N)    084 00 01.04622(W) AD(       ) 2
 GB0672  NAD 83(1995)-  36 01 56.28576(N)    084 00 01.04645(W) AD(       ) 2
 GB0672  NAD 83(1986)-  36 01 56.29184(N)    084 00 01.04446(W) AD(       ) 2
 GB0672  NAD 27      -  36 01 55.99910(N)    084 00 01.36800(W) AD(       ) 2
 GB0672  NGVD 29 (??/??/92)  367.146  (m)         1204.54   (f) ADJ UNCH    2 0
 GB0672
 GB0672.Superseded values are not recommended for survey control.
 GB0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0672.See file dsdata.txt to determine how the superseded data were derived.
 GB0672
 GB0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7028591695(NAD 83)
 GB0672_MARKER: DS = TRIANGULATION STATION DISK
 GB0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0672_SP_SET: UNSPECIFIED
 GB0672_STAMPING: ERWIN NO 2 1961
 GB0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0672+STABILITY: SURFACE MOTION
 GB0672
 GB0672  HISTORY     - Date     Condition        Report By
 GB0672  HISTORY     - 1961     MONUMENTED       CGS
 GB0672  HISTORY     - 1961     GOOD             CGS
 GB0672  HISTORY     - 1980     GOOD             NGS
 GB0672  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0672
 GB0672                          STATION DESCRIPTION
 GB0672
 GB0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0672'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF THE CITY LIMITS
 GB0672'OF KNOXVILLE AND
 GB0672'ABOUT 2 FEET BELOW THE HIGHEST POINT OF A EAST-WEST RIDGE.
 GB0672'
 GB0672'TO REACH THE STATION FROM THE POST OFFICE IN POWELL, GO EAST ON EMORY
 GB0672'ROAD FOR 1.35 MILES TO A
 GB0672'CROSS ROAD, TURN RIGHT, SOUTH, ON HEISKELL ROAD FOR
 GB0672'0.5 MILE TO A T ROAD RIGHT,
 GB0672'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 GB0672'SIDE ROAD RIGHT JUST AFTER PASSING UNDER A
 GB0672'RAILROAD UNDERPASS, TURN
 GB0672'SHARP RIGHT, NORTHWEST, FOR 0.45 MILE TO A WOODS ROAD LEFT,
 GB0672'TURN LEFT,
 GB0672'SOUTH, FOR 0.2 MILE TO A T ROAD, TURN LEFT, EAST FOR 0.1 MILE
 GB0672'TO A FORK.  FROM HERE
 GB0672'PACK OUT RIDGE, EAST, ABOUT 100 YARDS TO THE STATION.
 GB0672'
 GB0672'STATION MARK IS 29 FEET WEST OF A 10-INCH TRIANGLE BLAZED PINE TREE,
 GB0672'16 FEET SOUTH OF A 6-INCH
 GB0672'TRIANGLE BLAZED PINE TREE, 12 FEET NORTH OF A WIRE
 GB0672'FENCE AND 2.6 FEET SOUTH OF A
 GB0672'WITNESS SIGN.  THE MARK IS A STANDARD
 GB0672'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 GB0672'STAMPED ERWIN 1961.
 GB0672'
 GB0672'REFERENCE MARK NO. 1 IS 9 FEET NORTHWEST OF A TRIANGLE BLAZED PINE
 GB0672'TREE , 3 FEET EAST OF A
 GB0672'6-INCH TRIANGLE BLAZED PINE TREE AND ABOUT 1.5 FEET
 GB0672'BELOW THE STATION.  THE MARK IS A
 GB0672'STANDARD DISK SET IN A CONCRETE
 GB0672'POST, SET FLUSH, AND IS STAMPED ERWIN NO 1 1961.
 GB0672'
 GB0672'REFERENCE MARK NO. 2 IS 8 FEET NORTHEAST OF A 6-INCH PINE TREE AND
 GB0672'ABOUT 2.5 FEET BELOW THE
 GB0672'STATION.  THE MARK IS A STANDARD DISK SET IN A
 GB0672'CONCRETE POST, SET FLUSH, AND IS
 GB0672'STAMPED ERWIN NO 2 1961.
 GB0672'
 GB0672'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF BEAVER CREEK DRIVE,
 GB0672'2.2 FEET EAST OF A
 GB0672'WITNESS SIGN AND 2 FEET SOUTHWEST OF A CORNER POST.  THE
 GB0672'MARK IS A STANDARD DISK SET
 GB0672'IN A CONCRETE POST, SET FLUSH, AND IS
 GB0672'STAMPED ERWIN 1961.
 GB0672'
 GB0672'TO REACH THE AZIMUTH MARK FROM THE T ROAD RIGHT, GO WEST ON BEAVER
 GB0672'CREEK DRIVE FOR 0.2 MILE TO
 GB0672'THE MARK ON THE LEFT.
 GB0672'
 GB0672'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 GB0672
 GB0672                          STATION RECOVERY (1961)
 GB0672
 GB0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0672'3.6 MI NW FROM INSKIP.
 GB0672'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GB0672'IN INSKIP, GO 2.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE TO A
 GB0672'RAILROAD OVERPASS, THENCE GO 0.45 MILES WESTERLY ON A GRAVELED
 GB0672'ROAD TO A TRACK ROAD LEADING SOUTHERLY UP THE SIDE OF A STEEP
 GB0672'HILL, FOLLOW THE TRACK ROAD FOR 0.3 MILE UP THE HILL TO A FORK,
 GB0672'CONTINUE STRAIGHT AHEAD THROUGH THE WOODS FOR ABOUT 100 YARDS.
 GB0672'THE STATION MARK IS 29 FT. WEST OF A 10-INCH TRIANGLE BLAZED
 GB0672'TREE, 16 FT. SOUTH OF A 6-INCH TRIANGLE BLAZED PINE TREE, 12 FT.
 GB0672'NORTH OF A WIRE FENCE AND 2.6 FT. SOUTH OF A WITNESS SIGN.  THE
 GB0672'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GB0672
 GB0672                          STATION RECOVERY (1980)
 GB0672
 GB0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0672'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GB0672'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND THOUGHT
 GB0672'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 GB0672'OBSTRUCTED BY GROWTH.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO
 GB0672'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 GB0672'
 GB0672'THE STATION MARK IS ABOUT 3.5 MILES NORTHWEST OF THE KNOXVILLE CITY
 GB0672'LIMITS, ON THE PROPERTY OF MR. H.F. GILMORE, ROUTE NO, ERWIN, TENN,
 GB0672'ABOUT 2 FEET BELOW THE HIGHEST POINT AND ON THE NORTHEAST END OF AN
 GB0672'EAST-WEST RIDGE, 12 FEET NORTHWEST OF THE WEST RIGHT-OF-WAY FENCE OF
 GB0672'INTERSTATE HIGHWAY 75, 1 FOOT NORTH OF A METAL WITNESS POST AND 3
 GB0672'FEET NORTHWEST OF A 10 INCH BLACK OAK TREE.  THE MONUMENT IS FLUSH
 GB0672'AND THE DISK IS STAMPED---ERWIN 1961---.
 GB0672'
 GB0672'REFERENCE MARK 2 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 20 FEET
 GB0672'NORTHEAST OF A 30 INCH OAK TREE AND 29 FEET NORTHWEST OF THE
 GB0672'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---ERWIN NO 2
 GB0672'1961---
 GB0672'
 GB0672'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB0672'STAMPED---ERWIN 1961 NO 3 1980---PROJECTING 4 INCHES, 1 FOOT
 GB0672'NORTHWEST OF THE FENCE AND 6 FEET SOUTH OF A 14 INCH OAK TREE.
 GB0672'
 GB0672'THE AZIMUTH MARK AND TO REACH ARE GOOD.
 GB0672
 GB0672                          STATION RECOVERY (1980)
 GB0672
 GB0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0378 ***********************************************************************
 GA0378  DESIGNATION -  ERWIN MAGNETIC STA
 GA0378  PID         -  GA0378
 GA0378  STATE/COUNTY-  TN/UNICOI
 GA0378  USGS QUAD   -  ERWIN (1971)
 GA0378
 GA0378                         *CURRENT SURVEY CONTROL
 GA0378  ___________________________________________________________________
 GA0378* NAD 83(1986)-  36 08 23.     (N)    082 24 45.     (W)     SCALED    
 GA0378* NAVD 88     -       522.816  (meters)    1715.27   (feet)  ADJUSTED  
 GA0378  ___________________________________________________________________
 GA0378  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA0378  DYNAMIC HT  -         522.299 (meters)    1713.58  (feet)  COMP
 GA0378  MODELED GRAV-     979,627.5   (mgal)                       NAVD 88
 GA0378
 GA0378  VERT ORDER  -  SECOND    CLASS 0
 GA0378
 GA0378.The horizontal coordinates were scaled from a topographic map and have
 GA0378.an estimated accuracy of +/- 6 seconds.
 GA0378
 GA0378.The orthometric height was determined by differential leveling
 GA0378.and adjusted by the National Geodetic Survey in June 1991..
 GA0378
 GA0378.The geoid height was determined by GEOID03.
 GA0378
 GA0378.The dynamic height is computed by dividing the NAVD 88
 GA0378.geopotential number by the normal gravity value computed on the
 GA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0378.degrees latitude (g = 980.6199 gals.).
 GA0378
 GA0378.The modeled gravity was interpolated from observed gravity values.
 GA0378
 GA0378;                    North         East    Units  Estimated Accuracy
 GA0378;SPC TN       -   206,340.      922,810.      MT  (+/- 180 meters Scaled)
 GA0378
 GA0378                          SUPERSEDED SURVEY CONTROL
 GA0378
 GA0378  NGVD 29 (??/??/92)  522.938  (m)         1715.67   (f) ADJ UNCH    2 0
 GA0378
 GA0378.Superseded values are not recommended for survey control.
 GA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0378.See file dsdata.txt to determine how the superseded data were derived.
 GA0378
 GA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA729003(NAD 83)
 GA0378_MARKER: DM = MAGNETIC STATION DISK
 GA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0378_MARK LOGO: CGS   
 GA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0378+STABILITY: SURFACE MOTION
 GA0378
 GA0378  HISTORY     - Date     Condition        Report By
 GA0378  HISTORY     - UNK      MONUMENTED       CGS
 GA0378  HISTORY     - 1934     GOOD             NGS
 GA0378
 GA0378                          STATION DESCRIPTION
 GA0378
 GA0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0378'AT ERWIN.
 GA0378'AT ERWIN, UNICOI COUNTY, AT THE LOVE STREET GRADE SCHOOL, 63
 GA0378'FEET EAST OF THE CENTERLINE OF OHIO AVENUE, AND 48 FEET NORTH
 GA0378'OF THE CENTERLINE OF LOVE STREET.  A STANDARD MAGNETIC-STATION
 GA0378'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0670 ***********************************************************************
 GB0670  DESIGNATION -  ERWIN RM 1
 GB0670  PID         -  GB0670
 GB0670  STATE/COUNTY-  TN/KNOX
 GB0670  USGS QUAD   -  POWELL (1976)
 GB0670
 GB0670                         *CURRENT SURVEY CONTROL
 GB0670  ___________________________________________________________________
 GB0670* NAD 83(1986)-  36 01 55.     (N)    084 00 01.     (W)     SCALED    
 GB0670* NAVD 88     -       366.560  (meters)    1202.62   (feet)  ADJUSTED  
 GB0670  ___________________________________________________________________
 GB0670  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0670  DYNAMIC HT  -         366.218 (meters)    1201.50  (feet)  COMP
 GB0670  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GB0670
 GB0670  VERT ORDER  -  SECOND    CLASS 0
 GB0670
 GB0670.The horizontal coordinates were scaled from a topographic map and have
 GB0670.an estimated accuracy of +/- 6 seconds.
 GB0670
 GB0670.The orthometric height was determined by differential leveling
 GB0670.and adjusted by the National Geodetic Survey in June 1991..
 GB0670
 GB0670.The geoid height was determined by GEOID03.
 GB0670
 GB0670.The dynamic height is computed by dividing the NAVD 88
 GB0670.geopotential number by the normal gravity value computed on the
 GB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0670.degrees latitude (g = 980.6199 gals.).
 GB0670
 GB0670.The modeled gravity was interpolated from observed gravity values.
 GB0670
 GB0670;                    North         East    Units  Estimated Accuracy
 GB0670;SPC TN       -   190,300.      780,210.      MT  (+/- 180 meters Scaled)
 GB0670
 GB0670                          SUPERSEDED SURVEY CONTROL
 GB0670
 GB0670  NGVD 29 (??/??/92)  366.673  (m)         1202.99   (f) ADJ UNCH    2 0
 GB0670
 GB0670.Superseded values are not recommended for survey control.
 GB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0670.See file dsdata.txt to determine how the superseded data were derived.
 GB0670
 GB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702916(NAD 83)
 GB0670_MARKER: DR = REFERENCE MARK DISK
 GB0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0670_STAMPING: ERWIN NO 1 1961
 GB0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0670+STABILITY: SURFACE MOTION
 GB0670
 GB0670  HISTORY     - Date     Condition        Report By
 GB0670  HISTORY     - 1961     MONUMENTED       CGS
 GB0670
 GB0670                          STATION DESCRIPTION
 GB0670
 GB0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0670'3.6 MI NW FROM INSKIP.
 GB0670'THIS MARK IS LOCATED AT THE ERWIN 1961 STATION SITE, 22.5 FT.
 GB0670'NORTHEAST OF THE STATION MARK, 9 FT. NORTHWEST OF A TRIANGLE
 GB0670'BLAZED TREE, 3 FT. EAST OF A 6-INCH TRIANGLE BLAZED PINE TREE
 GB0670'AND ABOUT 1.5 FT. BELOW THE STATION.  THE DISK IS SET IN TOP OF
 GB0670'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0671 ***********************************************************************
 GB0671  DESIGNATION -  ERWIN RM 2
 GB0671  PID         -  GB0671
 GB0671  STATE/COUNTY-  TN/KNOX
 GB0671  USGS QUAD   -  POWELL (1976)
 GB0671
 GB0671                         *CURRENT SURVEY CONTROL
 GB0671  ___________________________________________________________________
 GB0671* NAD 83(1986)-  36 01 55.     (N)    084 00 01.     (W)     SCALED    
 GB0671* NAVD 88     -       366.543  (meters)    1202.57   (feet)  ADJUSTED  
 GB0671  ___________________________________________________________________
 GB0671  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0671  DYNAMIC HT  -         366.200 (meters)    1201.44  (feet)  COMP
 GB0671  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GB0671
 GB0671  VERT ORDER  -  SECOND    CLASS 0
 GB0671
 GB0671.The horizontal coordinates were scaled from a topographic map and have
 GB0671.an estimated accuracy of +/- 6 seconds.
 GB0671
 GB0671.The orthometric height was determined by differential leveling
 GB0671.and adjusted by the National Geodetic Survey in June 1991..
 GB0671
 GB0671.The geoid height was determined by GEOID03.
 GB0671
 GB0671.The dynamic height is computed by dividing the NAVD 88
 GB0671.geopotential number by the normal gravity value computed on the
 GB0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0671.degrees latitude (g = 980.6199 gals.).
 GB0671
 GB0671.The modeled gravity was interpolated from observed gravity values.
 GB0671
 GB0671;                    North         East    Units  Estimated Accuracy
 GB0671;SPC TN       -   190,300.      780,210.      MT  (+/- 180 meters Scaled)
 GB0671
 GB0671                          SUPERSEDED SURVEY CONTROL
 GB0671
 GB0671  NGVD 29 (??/??/92)  366.656  (m)         1202.94   (f) ADJ UNCH    2 0
 GB0671
 GB0671.Superseded values are not recommended for survey control.
 GB0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0671.See file dsdata.txt to determine how the superseded data were derived.
 GB0671
 GB0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702916(NAD 83)
 GB0671_MARKER: DR = REFERENCE MARK DISK
 GB0671_SETTING: 0 = UNSPECIFIED SETTING
 GB0671_STAMPING: ERWIN NO 2 1961
 GB0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0671
 GB0671  HISTORY     - Date     Condition        Report By
 GB0671  HISTORY     - 1961     MONUMENTED       CGS
 GB0671  HISTORY     - 1980     GOOD             NGS
 GB0671
 GB0671                          STATION DESCRIPTION
 GB0671
 GB0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0671'3.6 MI NW FROM INSKIP.
 GB0671'THIS MARK IS LOCATED AT THE ERWIN 1961 STATION SITE, 21.6 FT.
 GB0671'NORTHWEST OF THE STATION MARK, 8 FT. NORTHEAST OF A 6-INCH PINE
 GB0671'TREE AND ABOUT 2.5 FT. BELOW THE LEVEL OF THE STATION.
 GB0671
 GB0671                          STATION RECOVERY (1980)
 GB0671
 GB0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0671'20 FEET NORTHEAST OF A 30 INCH OAK TREE AND 29 FEET NORTHWEST OF THE
 GB0671'WEST RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2317 ***********************************************************************
 GB2317  DESIGNATION -  ERWIN RM 3
 GB2317  PID         -  GB2317
 GB2317  STATE/COUNTY-  TN/KNOX
 GB2317  USGS QUAD   -  POWELL (1976)
 GB2317
 GB2317                         *CURRENT SURVEY CONTROL
 GB2317  ___________________________________________________________________
 GB2317* NAD 83(1986)-  36 01 55.     (N)    084 00 01.     (W)     SCALED    
 GB2317* NAVD 88     -       366.77   (meters)    1203.3    (feet)  RESET     
 GB2317  ___________________________________________________________________
 GB2317  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2317
 GB2317  VERT ORDER  -  THIRD
 GB2317
 GB2317.The horizontal coordinates were scaled from a topographic map and have
 GB2317.an estimated accuracy of +/- 6 seconds.
 GB2317
 GB2317.The orthometric height was computed from unverified reset data.
 GB2317.No vertical observational check was made to the station.
 GB2317
 GB2317.The geoid height was determined by GEOID03.
 GB2317
 GB2317;                    North         East    Units  Estimated Accuracy
 GB2317;SPC TN       -   190,300.      780,210.      MT  (+/- 180 meters Scaled)
 GB2317
 GB2317                          SUPERSEDED SURVEY CONTROL
 GB2317
 GB2317  NGVD 29 (10/12/01)  366.89   (m)         1203.7    (f) RESET       3  
 GB2317
 GB2317.Superseded values are not recommended for survey control.
 GB2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2317.See file dsdata.txt to determine how the superseded data were derived.
 GB2317
 GB2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702916(NAD 83)
 GB2317_MARKER: DR = REFERENCE MARK DISK
 GB2317_SETTING: 0 = UNSPECIFIED SETTING
 GB2317_STAMPING: ERWIN 1961 NO 3 1980
 GB2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2317
 GB2317  HISTORY     - Date     Condition        Report By
 GB2317  HISTORY     - 1980     MONUMENTED       NGS
 GB2317
 GB2317                          STATION DESCRIPTION
 GB2317
 GB2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GB2317'3.65 MI NW FROM INSKIP.
 GB2317'2.85 MILES NORTHWEST ALONG CENTRAL AVENUE PIKE FROM THE
 GB2317'INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB2317'INSKIP, TO A RAILROAD OVERPASS, THENCE 0.45 MILE WESTERLY
 GB2317'ALONG A GRAVELED ROAD TO A TRACK ROAD LEADING SOUTHERLY UP
 GB2317'THE SIDE OF A STEEP HILL, FOLLOW THE TRACK ROAD FOR 0.3 MILE
 GB2317'UP THE HILL TO A FORK, CONTINUE STRAIGHT AHEAD THROUGH THE
 GB2317'WOODS FOR ABOUT 100 YARDS TO STATION MARK, 1.0 FOOT
 GB2317'NORTHWEST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND 6 FEET SOUTH OF A
 GB2317'14-INCH OAK TREE, IN TOP OF AN PRE-CAST ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3432 ***********************************************************************
 GA3432  DESIGNATION -  ET 12
 GA3432  PID         -  GA3432
 GA3432  STATE/COUNTY-  TN/HAWKINS
 GA3432  USGS QUAD   -  KINGSPORT (1991)
 GA3432
 GA3432                         *CURRENT SURVEY CONTROL
 GA3432  ___________________________________________________________________
 GA3432* NAD 83(1995)-  36 30 54.89991(N)    082 37 27.96850(W)     ADJUSTED  
 GA3432* NAVD 88     -       730.0    (meters)    2395.     (feet)  VERTCON   
 GA3432  ___________________________________________________________________
 GA3432  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3432  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3432
 GA3432  HORZ ORDER  -  SECOND
 GA3432
 GA3432.The horizontal coordinates were established by classical geodetic methods
 GA3432.and adjusted by the National Geodetic Survey in April 1999..
 GA3432
 GA3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3432
 GA3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3432
 GA3432.The geoid height was determined by GEOID03.
 GA3432
 GA3432;                    North         East     Units Scale Factor Converg.
 GA3432;SPC TN       -   247,302.286   902,306.996   MT  1.00001897   +1 58 34.3
 GA3432;SPC TN       -   811,357.58  2,960,318.87   sFT  1.00001897   +1 58 34.3
 GA3432;UTM  17      - 4,042,326.790   354,546.024   MT  0.99986066   -0 58 00.4
 GA3432
 GA3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3432!SPC TN       -   0.99989037  x   1.00001897  =   0.99990934
 GA3432!UTM  17      -   0.99989037  x   0.99986066  =   0.99975105
 GA3432
 GA3432|---------------------------------------------------------------------|
 GA3432| PID    Reference Object                     Distance      Geod. Az  |
 GA3432|                                                           dddmmss.s |
 GA3432| GA3430 BAYS MOUNTAIN LOOKOUT TOWER          35.100 METERS 04359     |
 GA3432| DB9285 ET 12 RM 1                           17.422 METERS 20314     |
 GA3432| GA3396 CHIMNEY RESET                       APPROX.14.0 KM 2115504.0 |
 GA3432| DB9284 ET 12 AZ MK                                        2294126.3 |
 GA3432| DB9286 ET 12 RM 2                           14.437 METERS 24828     |
 GA3432|---------------------------------------------------------------------|
 GA3432
 GA3432                          SUPERSEDED SURVEY CONTROL
 GA3432
 GA3432  NAD 83(1995)-  36 30 54.90019(N)    082 37 27.97005(W) AD(       ) 2
 GA3432  NAD 83(1995)-  36 30 54.89990(N)    082 37 27.98508(W) AD(       ) 2
 GA3432  NAD 83(1995)-  36 30 54.90535(N)    082 37 27.97047(W) AD(       ) 2
 GA3432  NAD 83(1986)-  36 30 54.90645(N)    082 37 27.97130(W) AD(       ) 2
 GA3432  NAD 27      -  36 30 54.54506(N)    082 37 28.40129(W) AD(       ) 2
 GA3432  NGVD 29 (07/19/86)  730.1    (m)         2395.     (f) VERT ANG       
 GA3432
 GA3432.Superseded values are not recommended for survey control.
 GA3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3432.See file dsdata.txt to determine how the superseded data were derived.
 GA3432
 GA3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5454642327(NAD 83)
 GA3432_MARKER: DD = SURVEY DISK
 GA3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3432_STAMPING: ET-12 1963
 GA3432_MARK LOGO: TNHD  
 GA3432
 GA3432  HISTORY     - Date     Condition        Report By
 GA3432  HISTORY     - 1963     MONUMENTED       TNHD
 GA3432  HISTORY     - 1964     GOOD             TNHD
 GA3432
 GA3432                          STATION DESCRIPTION
 GA3432
 GA3432'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3432'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF KINGSPORT.
 GA3432'
 GA3432'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81A AND STATE
 GA3432'ROUTE 81 IN KINGSPORT, GO
 GA3432'1.7 MILES SOUTH ON STATE ROUTE 81 TO A PAVED ROAD ON
 GA3432'THE RIGHT, TURN RIGHT AND GO 2.8
 GA3432'MILES WEST TO A PAVED ROAD ON THE
 GA3432'RIGHT, TURN RIGHT AND GO 0.5 MILE NORTH AND EAST ON
 GA3432'THE PAVED ROAD
 GA3432'(PRIVATE ROAD BELONGING TO TENNESSEE EASTMAN CO.) TO A WIRE GATE,
 GA3432'CONTINUE STRAIGHT
 GA3432'AHEAD, PASSING THROUGH THE WIRE GATE, FOR 0.1 MILE
 GA3432'EAST TO ANOTHER WIRE GATE, CONTINUE
 GA3432'STRAIGHT AHEAD, PASSING THROUGH
 GA3432'THE WIRE GATE, FOR 0.9 MILE NORTH AND EAST, PASSING A
 GA3432'BIG RESERVOIR
 GA3432'DAM ON THE LEFT, TO A FORK AND THE END OF THE PAVEMENT, TAKE THE
 GA3432'RIGHT FORK AND GO
 GA3432'2.1 MILES SOUTHEAST ON THE GRAVELED ROAD TO A FORK,
 GA3432'TAKE THE LEFT FORK AND GO 2.4 MILES
 GA3432'WEST ON THE GRAVELED ROAD ALONG
 GA3432'THE CREST OF THE RIDGE, PASSING A RADIO TOWER ON THE
 GA3432'RIGHT AND A
 GA3432'MICROWAVE RELAY TOWER (PAINTED RED AND WHITE) ON THE LEFT, TO A FIRE
 GA3432'TOWER ON THE RIGHT
 GA3432'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GA3432'
 GA3432'THE STATION IS ABOUT 114 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 GA3432'FIRE TOWER, 32 FEET NORTH OF
 GA3432'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 21.8
 GA3432'FEET WEST OF A WITNESS POST, 21
 GA3432'FEET SOUTHWEST OF A 24-INCH ELM TREE,
 GA3432'17 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GA3432'TRACK ROAD, AND 16
 GA3432'FEET EAST OF ROCK STEPS.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3432'STANDARD
 GA3432'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA3432'ET-12.  THE UNDERGROUND
 GA3432'MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 GA3432'THE SURFACE DISK IS SET IN AN 8-INCH
 GA3432'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3432'
 GA3432'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF A 40-INCH TWIN-TRUNKED ELM
 GA3432'TREE AND 15 FEET SOUTH
 GA3432'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 GA3432'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3432'DISK SET IN A 7-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3432'AND THE DISK IS
 GA3432'STAMPED ET-12 RM-1 1963.
 GA3432'
 GA3432'REFERENCE MARK NO. 2 IS 23 FEET SOUTHWEST OF A 5-INCH PINE TREE,
 GA3432'22 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 GA3432'18 FEET WEST OF THE MIDDLE OF THE FORK OF A GRAVELED AND A
 GA3432'TRACK ROAD, AND 11 FEET EAST OF A FENCE CORNER.  IT
 GA3432'IS A STANDARD TENNESSE HIGHWAY DEPARTMENT DISK SET
 GA3432'IN AN 8-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3432'THE DISK IS STAMPED ET-12 RM-2 1963.
 GA3432'
 GA3432'THE AZIMUTH MARK IS 13 FEET NORTHEAST OF A 40-INCH ELM TREE, 12 FEET
 GA3432'SOUTH OF THE APPROXIMATE
 GA3432'CENTER OF A GRAVELED ROAD, 10 FEET WEST OF A 20-INCH
 GA3432'ELM TREE, AND 1.4 FEET NORTH OF A
 GA3432'WITNESS POST.  IT IS A STANDARD
 GA3432'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH
 GA3432'SQUARE, FLUSH,
 GA3432'CONCRETE MONUMENT AND THE DISK IS STAMPED ET-12 AZI 1963.  TO REACH
 GA3432'THE AZIMUTH MARK
 GA3432'FROM THE STATION, GO 0.1 MILE SOUTHWEST ON THE
 GA3432'GRAVELED ROAD TO THE MARK ON THE
 GA3432'LEFT.
 GA3432'
 GA3432'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA3432'
 GA3432'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GA3432
 GA3432                          STATION RECOVERY (1964)
 GA3432
 GA3432'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (ELH)
 GA3432'STATION LOCATED BY TENNESSEE HIGHWAY DEPARTMENT IN 1963.
 GA3432'
 GA3432'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF KINGSPORT,
 GA3432'AND ABOUT 40 YARDS SOUTHWEST OF THE LOOKOUT TOWER ON BAYS MOUNTAIN
 GA3432'
 GA3432'TO REACH THE STATION FROM THE POST OFFICE IN KINGSPORT, GO SOUTH
 GA3432'ON U.S. HIGHWAY 23 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 GA3432'81, TURN RIGHT ON STATE HIGHWAY 81 AND GO 0.8 MILE TO THE
 GA3432'JUNCTION OF STATE HIGHWAY 81-A,
 GA3432'CONTINUE SOUTH ON STATE HIGHWAY 81 FOR 1.5 MILES TO A SIDE RIGHT,
 GA3432'TURN RIGHT ON
 GA3432'RESERVOIR ROAD AND GO 2.5 MILES TO A SIDE ROAD RIGHT
 GA3432'AND SIGN,
 GA3432'TENNESSEE-EASTMAN-CABIN, TURN RIGHT AND GO 0.5 MILE TO A
 GA3432'LOCKED GATE, PASS THROUGH
 GA3432'GATE AND GO 0.1 MILE TO ANOTHER LOCKED
 GA3432'GATE, PASS THROUGH GATE AND GO 0.7 MILE TO A
 GA3432'FORK AT A LOG CABIN AND
 GA3432'THE RESERVOIR, KEEP RIGHT FORK AND GO 2.3 MILES TO A RELAY MAST
 GA3432'ON THE LEFT,
 GA3432'CONTINUE WEST ALONG THE RIDGE FOR 1.8 MILES TO THE STATION
 GA3432'ON THE RIGHT.
 GA3432'
 GA3432'THE STATION MARK IS 104 FEET SOUTHWEST OF THE SOUTHWEST LEG OF FIRE
 GA3432'TOWER, 30 FEET NORTH OF
 GA3432'THE APPROXIMATE CENTER OF A TRACK ROAD AND 21.6 FEET
 GA3432'NORTHWEST OF A METAL WITNESS
 GA3432'POST.  IT IS A TENN.  STATE HWY.  DEPT.
 GA3432'BUREAU OF PUBLIC ROADS DISK SET IN A FLUSH
 GA3432'SQUARE CONCRETE MONUMENT
 GA3432'AND IS STAMPED ET-12 1963.
 GA3432'
 GA3432'REFERENCE MARK NO. 1 IS 60 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GA3432'15 FEET SOUTH OF THE
 GA3432'APPROXIMATE CENTER OF A TRACK ROAD.  IT IS A TENN.
 GA3432'STATE HWY.  DEPT.  BUREAU OF
 GA3432'PUBLIC ROADS DISK SET IN A SQUARE
 GA3432'CONCRETE MONUMENT PROJECTING 1 INCH AND IS
 GA3432'STAMPED ET-12 RM 1 1963.
 GA3432'
 GA3432'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA3432'TRACKROAD AND 11 FEET EAST
 GA3432'OF A FENCE CORNER.  IT IS A TENN.  STATE HWY.  DEPT.
 GA3432'BUREAU OF PUBLIC ROADS SET IN A
 GA3432'FLUSH SQUARE CONCRETE MONUMENT AND IS
 GA3432'STAMPED ET-12 RM 2 1963.
 GA3432'
 GA3432'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GA3432'41.18 FEET.
 GA3432'
 GA3432'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GA3432'TRACK ROAD AND 1.3 FEET
 GA3432'NORTH OF A METAL WITNESS POST.  IT IS A TENN.  STATE
 GA3432'HWY.  DEPT.  BUREAU OF PUBLIC
 GA3432'ROADS DISK SET IN A FLUSH SQUARE
 GA3432'CONCRETE MONUMENT AND IS STAMPED ET-12 AZI 1963.
 GA3432'
 GA3432'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE TRACK ROAD
 GA3432'FOR 0.1 MILE TO THE
 GA3432'AZIMUTH MARK ON THE LEFT.
 GA3432'
 GA3432'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3562 ***********************************************************************
 GA3562  DESIGNATION -  ET 20
 GA3562  PID         -  GA3562
 GA3562  STATE/COUNTY-  TN/UNION
 GA3562  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3562
 GA3562                         *CURRENT SURVEY CONTROL
 GA3562  ___________________________________________________________________
 GA3562* NAD 83(1995)-  36 15 40.36326(N)    083 47 56.49879(W)     ADJUSTED  
 GA3562* NAVD 88     -       520.3    (meters)    1707.     (feet)  VERTCON   
 GA3562  ___________________________________________________________________
 GA3562  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GA3562  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3562
 GA3562  HORZ ORDER  -  SECOND
 GA3562
 GA3562.The horizontal coordinates were established by classical geodetic methods
 GA3562.and adjusted by the National Geodetic Survey in April 1999..
 GA3562
 GA3562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3562
 GA3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3562
 GA3562.The geoid height was determined by GEOID03.
 GA3562
 GA3562;                    North         East     Units Scale Factor Converg.
 GA3562;SPC TN       -   216,122.756   797,769.907   MT  0.99997612   +1 17 18.7
 GA3562;SPC TN       -   709,062.74  2,617,350.10   sFT  0.99997612   +1 17 18.7
 GA3562;UTM  17      - 4,016,555.980   248,534.566   MT  1.00037920   -1 39 23.0
 GA3562
 GA3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3562!SPC TN       -   0.99992316  x   0.99997612  =   0.99989928
 GA3562!UTM  17      -   0.99992316  x   1.00037920  =   1.00030233
 GA3562
 GA3562|---------------------------------------------------------------------|
 GA3562| PID    Reference Object                     Distance      Geod. Az  |
 GA3562|                                                           dddmmss.s |
 GA3562| DB9287 ET 20 RM 1                            8.243 METERS 08156     |
 GA3562| GA3554 SHARP RESET                         APPROX.31.4 KM 2042522.5 |
 GA3562| GA3552 MYNATT                              APPROX.19.3 KM 2153519.8 |
 GA3562| DB9288 ET 20 RM 2                            6.841 METERS 25938     |
 GA3562| GA3565 ET 9                                APPROX.14.9 KM 3253229.9 |
 GA3562|---------------------------------------------------------------------|
 GA3562
 GA3562                          SUPERSEDED SURVEY CONTROL
 GA3562
 GA3562  NAD 83(1995)-  36 15 40.36732(N)    083 47 56.50034(W) AD(       ) 2
 GA3562  NAD 83(1995)-  36 15 40.36822(N)    083 47 56.49811(W) AD(       ) 2
 GA3562  NAD 83(1995)-  36 15 40.37075(N)    083 47 56.50022(W) AD(       ) 2
 GA3562  NAD 83(1986)-  36 15 40.37437(N)    083 47 56.49891(W) AD(       ) 2
 GA3562  NAD 27      -  36 15 40.08410(N)    083 47 56.82184(W) AD(       ) 2
 GA3562  NGVD 29 (07/19/86)  520.4    (m)         1707.     (f) VERT ANG       
 GA3562
 GA3562.Superseded values are not recommended for survey control.
 GA3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3562.See file dsdata.txt to determine how the superseded data were derived.
 GA3562
 GA3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4853516556(NAD 83)
 GA3562_MARKER: DD = SURVEY DISK
 GA3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3562
 GA3562  HISTORY     - Date     Condition        Report By
 GA3562  HISTORY     - 1964     MONUMENTED       TNHD
 GA3562
 GA3562                          STATION DESCRIPTION
 GA3562
 GA3562'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3562'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF MAYNARDVILLE AT FIRE
 GA3562'TOWER NO.  ET-20.
 GA3562'
 GA3562'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3562'NORTHEAST ON STATE
 GA3562'ROUTE 33 FOR 1.65 MILES TO AN OILED ROAD ON THE LEFT, TURN LEFT
 GA3562'AND GO 0.2 MILE TO A
 GA3562'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO 1.0
 GA3562'MILE TO THE STATION AND FIRE TOWER NO.
 GA3562'ET-20.
 GA3562'
 GA3562'THE STATION IS 46 FEET EAST OF AN 18 INCH TREE, 11 FEET NORTH OF THE
 GA3562'APPROXIMATE CENTER
 GA3562'OF A GRAVELED ROAD, 1.5 FEET SOUTHEAST OF A
 GA3562'WITNESS POST AND 1 FOOT SOUTH OF A
 GA3562'WIRE FENCE.  THE SURFACE AND
 GA3562'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA3562'DEPARTMENT DISKS AND
 GA3562'ARE STAMPED ET-20 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA3562'BELOW THE
 GA3562'SURFACE.  THE SURFACE MARK IS SET IN A 10-INCH SQUARE,
 GA3562'FLUSH, CONCRETE MONUMENT.
 GA3562'
 GA3562'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA3562'GRAVELED ROAD AND 1 FOOT
 GA3562'SOUTH OF A WIRE FENCE.  IT IS A STANDARD TENNESSEE
 GA3562'HIGHWAY DEPARTMENT DISK SET IN A
 GA3562'10-INCH SQUARE, FLUSH, CONCRETE
 GA3562'MONUMENT AND THE DISK IS STAMPED ET-20 RM-1 1964.
 GA3562'
 GA3562'REFERENCE MARK NO. 2 IS 24 FEET EAST OF AN 18 INCH TREE, 11 FEET
 GA3562'NORTH OF THE APPROXIMATE
 GA3562'CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE
 GA3562'FENCE.  IT IS A STANDARD
 GA3562'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3562'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3562'AND THE DISK IS STAMPED
 GA3562'ET-20 RM-2 1964.
 GA3562'
 GA3562'ALL OBSERVATION WERE MADE FROM A TRIPOD.
 GA3562'
 GA3562'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2505 ***********************************************************************
 FB2505  DESIGNATION -  ET 36 RJN
 FB2505  PID         -  FB2505
 FB2505  STATE/COUNTY-  TN/SEVIER
 FB2505  USGS QUAD   -  JONES COVE (1978)
 FB2505
 FB2505                         *CURRENT SURVEY CONTROL
 FB2505  ___________________________________________________________________
 FB2505* NAD 83(1995)-  35 45 37.34161(N)    083 22 09.30891(W)     ADJUSTED  
 FB2505* NAVD 88     -       419.6    (meters)    1377.     (feet)  VERTCON   
 FB2505  ___________________________________________________________________
 FB2505  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 FB2505  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB2505
 FB2505  HORZ ORDER  -  THIRD
 FB2505  VERT ORDER  -  THIRD ? (See Below)
 FB2505
 FB2505.The horizontal coordinates were established by classical geodetic methods
 FB2505.and adjusted by the National Geodetic Survey in April 1999..
 FB2505.No horizontal observational check was made to the station.
 FB2505
 FB2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2505.The vertical order pertains to the NGVD 29 superseded value.
 FB2505
 FB2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2505
 FB2505.The geoid height was determined by GEOID03.
 FB2505
 FB2505;                    North         East     Units Scale Factor Converg.
 FB2505;SPC TN       -   161,525.781   837,872.674   MT  0.99994922   +1 32 24.5
 FB2505;SPC TN       -   529,939.17  2,748,920.60   sFT  0.99994922   +1 32 24.5
 FB2505;UTM  17      - 3,959,959.787   285,801.266   MT  1.00016540   -1 23 06.4
 FB2505
 FB2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2505!SPC TN       -   0.99993881  x   0.99994922  =   0.99988803
 FB2505!UTM  17      -   0.99993881  x   1.00016540  =   1.00010420
 FB2505
 FB2505                          SUPERSEDED SURVEY CONTROL
 FB2505
 FB2505  NAD 83(1995)-  35 45 37.34777(N)    083 22 09.31526(W) AD(       ) 3
 FB2505  NAD 83(1986)-  35 45 37.35216(N)    083 22 09.31462(W) AD(       ) 3
 FB2505  NAD 27      -  35 45 37.01297(N)    083 22 09.74482(W) AD(       ) 3
 FB2505  NGVD 29 (07/19/86)  419.7    (m)         1377.     (f) LEVELING    3  
 FB2505
 FB2505.Superseded values are not recommended for survey control.
 FB2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2505.See file dsdata.txt to determine how the superseded data were derived.
 FB2505
 FB2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8580159960(NAD 83)
 FB2505_MARKER: DD = SURVEY DISK
 FB2505_SETTING: 0 = UNSPECIFIED SETTING
 FB2505_STAMPING: ET 36 RJN 1963 1377
 FB2505_MARK LOGO: USGS  
 FB2505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2505
 FB2505  HISTORY     - Date     Condition        Report By
 FB2505  HISTORY     - 1963     MONUMENTED       USGS
 FB2505
 FB2505                          STATION DESCRIPTION
 FB2505
 FB2505'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2505'COSBY, 8.6 MI W. OF POST OFFICE, ALONG STATE HIGHWAY 73 TO BRIDGE
 FB2505'OVER WEBB CREEK, 54 FT W. OF CENTERLINE OF BRIDGE, 21 FT SE. OF T-RD.
 FB2505'NE., 13 FT SSW. OF CENTERLINE OF HWY AT W. END OF BRIDGE, IN TOP OF
 FB2505'S. END OF W. APRON OF BRIDGE, STANDARD DISK STAMPED---36 RJN 1963
 FB2505'1377 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2643 ***********************************************************************
 FB2643  DESIGNATION -  ET 36 WCE
 FB2643  PID         -  FB2643
 FB2643  STATE/COUNTY-  TN/BLOUNT
 FB2643  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2643
 FB2643                         *CURRENT SURVEY CONTROL
 FB2643  ___________________________________________________________________
 FB2643* NAD 83(1995)-  35 38 15.46913(N)    083 59 59.23187(W)     ADJUSTED  
 FB2643* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 FB2643  ___________________________________________________________________
 FB2643  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 FB2643  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB2643
 FB2643  HORZ ORDER  -  THIRD
 FB2643
 FB2643.The horizontal coordinates were established by classical geodetic methods
 FB2643.and adjusted by the National Geodetic Survey in April 1999..
 FB2643.No horizontal observational check was made to the station.
 FB2643
 FB2643.The orthometric height was scaled from a topographic map.
 FB2643
 FB2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2643
 FB2643.The geoid height was determined by GEOID03.
 FB2643
 FB2643;                    North         East     Units Scale Factor Converg.
 FB2643;SPC TN       -   146,561.684   781,147.154   MT  0.99995425   +1 10 15.6
 FB2643;SPC TN       -   480,844.46  2,562,813.62   sFT  0.99995425   +1 10 15.6
 FB2643;UTM  17      - 3,947,902.999   228,364.746   MT  1.00050935   -1 44 56.1
 FB2643;UTM  16      - 3,947,904.179   771,673.907   MT  1.00050961   +1 44 57.0
 FB2643
 FB2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2643!SPC TN       -   0.99995718  x   0.99995425  =   0.99991143
 FB2643!UTM  17      -   0.99995718  x   1.00050935  =   1.00046650
 FB2643!UTM  16      -   0.99995718  x   1.00050961  =   1.00046676
 FB2643
 FB2643                          SUPERSEDED SURVEY CONTROL
 FB2643
 FB2643  NAD 83(1995)-  35 38 15.47309(N)    083 59 59.24330(W) AD(       ) 3
 FB2643  NAD 83(1986)-  35 38 15.47337(N)    083 59 59.24226(W) AD(       ) 3
 FB2643  NAD 27      -  35 38 15.15986(N)    083 59 59.61765(W) AD(       ) 3
 FB2643
 FB2643.Superseded values are not recommended for survey control.
 FB2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2643.See file dsdata.txt to determine how the superseded data were derived.
 FB2643
 FB2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2836547903(NAD 83)
 FB2643_MARKER: DD = SURVEY DISK
 FB2643_SETTING: 0 = UNSPECIFIED SETTING
 FB2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2643
 FB2643  HISTORY     - Date     Condition        Report By
 FB2643  HISTORY     - 1963     MONUMENTED       USGS
 FB2643
 FB2643                          STATION DESCRIPTION
 FB2643
 FB2643'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2643'SIXMILE, 2.7 MI SW. OF, ALONG RD. TO Y-RD. NE., THENCE SE. (LEFT)
 FB2643'0.05 MI TO MOUNT VIEW CHURCH AND STATION, 7.8 FT NW. OF W. CORNER
 FB2643'OF CHURCH, 22.45 FT SW. OF CENTERLINE OF DOORS ON NW. SIDE OF
 FB2643'CHURCH, IN SW. END OF SIDEWALK ON NW. SIDE OF CHURCH, STANDARD
 FB2643'DISK STAMPED---ET 36 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2641 ***********************************************************************
 FB2641  DESIGNATION -  ET 37 WCE
 FB2641  PID         -  FB2641
 FB2641  STATE/COUNTY-  TN/BLOUNT
 FB2641  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2641
 FB2641                         *CURRENT SURVEY CONTROL
 FB2641  ___________________________________________________________________
 FB2641* NAD 83(1995)-  35 37 33.00672(N)    083 52 57.75012(W)     ADJUSTED  
 FB2641* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 FB2641  ___________________________________________________________________
 FB2641  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 FB2641  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FB2641
 FB2641  HORZ ORDER  -  THIRD
 FB2641
 FB2641.The horizontal coordinates were established by classical geodetic methods
 FB2641.and adjusted by the National Geodetic Survey in April 1999..
 FB2641.No horizontal observational check was made to the station.
 FB2641
 FB2641.The orthometric height was scaled from a topographic map.
 FB2641
 FB2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2641
 FB2641.The geoid height was determined by GEOID03.
 FB2641
 FB2641;                    North         East     Units Scale Factor Converg.
 FB2641;SPC TN       -   145,476.401   791,776.921   MT  0.99995497   +1 14 22.4
 FB2641;SPC TN       -   477,283.83  2,597,688.11   sFT  0.99995497   +1 14 22.4
 FB2641;UTM  17      - 3,946,276.824   238,930.922   MT  1.00043998   -1 40 48.3
 FB2641
 FB2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2641!SPC TN       -   0.99990973  x   0.99995497  =   0.99986470
 FB2641!UTM  17      -   0.99990973  x   1.00043998  =   1.00034967
 FB2641
 FB2641                          SUPERSEDED SURVEY CONTROL
 FB2641
 FB2641  NAD 83(1995)-  35 37 33.01162(N)    083 52 57.76096(W) AD(       ) 3
 FB2641  NAD 83(1986)-  35 37 33.01139(N)    083 52 57.76005(W) AD(       ) 3
 FB2641  NAD 27      -  35 37 32.68819(N)    083 52 58.15017(W) AD(       ) 3
 FB2641
 FB2641.Superseded values are not recommended for survey control.
 FB2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2641.See file dsdata.txt to determine how the superseded data were derived.
 FB2641
 FB2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3893146277(NAD 83)
 FB2641_MARKER: DD = SURVEY DISK
 FB2641_SETTING: 0 = UNSPECIFIED SETTING
 FB2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2641
 FB2641  HISTORY     - Date     Condition        Report By
 FB2641  HISTORY     - 1963     MONUMENTED       USGS
 FB2641
 FB2641                          STATION DESCRIPTION
 FB2641
 FB2641'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2641'FROM JUNCTION OF STATE HIGHWAY 73 AND CADES COVE ROAD GO W.  ON
 FB2641'CADES COVE ROAD 8.1 MI TO ENTRANCE GATE TO CADES COVE, CONTINUE
 FB2641'3.1 MI TO CADES COVE MISSIONARY BAPTIST CHURCH ON LEFT AND RD. TO
 FB2641'RICH MOUNTAIN ON LEFT, CONTINUE 1.3 MI TO Y-RD., TURN N. (RIGHT)
 FB2641'3.7 MI TO STONY RIDGE, CONTINUE 2.3 MI TO STATION, 35.2 FT E. OF
 FB2641'CENTERLINE OF RD. AND TRAIL CROSSING, 25.8 FT ESE. OF HATCHER MOUNTAIN
 FB2641'SIGN, 9.0 FT E. OF WITNESS SIGN, 18.5 FT S. OF 54-IN. PINE TREE,
 FB2641'18.3 FT W. OF 52-IN. PINE TREE, 5 FT N. OF CENTERLINE OF TRAIL ON
 FB2641'E. SIDE OF RD., 19 FT N. OF CENTERLINE OF RD. S. OF TRAIL, IN TOP
 FB2641'OF BOULDER, STANDARD DISK STAMPED---ET 37 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2633 ***********************************************************************
 FB2633  DESIGNATION -  ET 38 WCE
 FB2633  PID         -  FB2633
 FB2633  STATE/COUNTY-  TN/BLOUNT
 FB2633  USGS QUAD   -  THUNDERHEAD MTN (1964)
 FB2633
 FB2633                         *CURRENT SURVEY CONTROL
 FB2633  ___________________________________________________________________
 FB2633* NAD 83(1995)-  35 37 16.94291(N)    083 42 39.32503(W)     ADJUSTED  
 FB2633* NAVD 88     -       605.1    (meters)    1985.     (feet)  VERTCON   
 FB2633  ___________________________________________________________________
 FB2633  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 FB2633  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FB2633
 FB2633  HORZ ORDER  -  THIRD
 FB2633
 FB2633.The horizontal coordinates were established by classical geodetic methods
 FB2633.and adjusted by the National Geodetic Survey in April 1999..
 FB2633
 FB2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2633
 FB2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2633
 FB2633.The geoid height was determined by GEOID03.
 FB2633
 FB2633;                    North         East     Units Scale Factor Converg.
 FB2633;SPC TN       -   145,331.746   807,345.433   MT  0.99995525   +1 20 24.4
 FB2633;SPC TN       -   476,809.24  2,648,765.81   sFT  0.99995525   +1 20 24.4
 FB2633;UTM  17      - 3,945,338.938   254,478.630   MT  1.00034290   -1 34 46.9
 FB2633
 FB2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2633!SPC TN       -   0.99990963  x   0.99995525  =   0.99986488
 FB2633!UTM  17      -   0.99990963  x   1.00034290  =   1.00025250
 FB2633
 FB2633                          SUPERSEDED SURVEY CONTROL
 FB2633
 FB2633  NAD 83(1995)-  35 37 16.94534(N)    083 42 39.33168(W) AD(       ) 4
 FB2633  NAD 83(1986)-  35 37 16.94977(N)    083 42 39.33582(W) AD(       ) 4
 FB2633  NAD 27      -  35 37 16.61291(N)    083 42 39.73900(W) AD(       ) 3
 FB2633  NGVD 29 (07/19/86)  605.2    (m)         1986.     (f) VERT ANG       
 FB2633
 FB2633.Superseded values are not recommended for survey control.
 FB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2633.See file dsdata.txt to determine how the superseded data were derived.
 FB2633
 FB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5447945339(NAD 83)
 FB2633_MARKER: DD = SURVEY DISK
 FB2633_SETTING: 0 = UNSPECIFIED SETTING
 FB2633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2633
 FB2633  HISTORY     - Date     Condition        Report By
 FB2633  HISTORY     - 1963     MONUMENTED       USGS
 FB2633  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 FB2633
 FB2633                          STATION DESCRIPTION
 FB2633
 FB2633'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2633'GATLINBURG, 2.5 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2633'T-RD. W. AT SUGARLAND, TURN W. (RIGHT) ON TENNESSEE STATE HIGHWAY 73,
 FB2633'17.7 MI ALONG HIGHWAY 73 TO JUNCTION WITH CADES COVE ROAD, TURN
 FB2633'SW. (LEFT) ON CADES COVE ROAD, 3.7 MI ALONG CADES COVE ROAD TO T-RD.
 FB2633'E., TURN E. (LEFT) ON BOTE MOUNTAIN ROAD AND GO 1.4 MI, 0.2 MI S.
 FB2633'OF POINT WHERE RD. REACHES TOP OF RIDGE, 9 FT W. OF CENTERLINE OF
 FB2633'RD., 7 FT N. OF LARGE OAK TREE WITH METAL WITNESS TAG, IN BOULDER
 FB2633'PROJECTING 1 FT, STANDARD DISK STAMPED---ET 38 WCE 1963---.
 FB2633
 FB2633                          STATION RECOVERY (2004)
 FB2633
 FB2633'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FB2633'MARK NOT FOUND.  ALOT OF OVERGROTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2496 ***********************************************************************
 FB2496  DESIGNATION -  ET 39 WCE
 FB2496  PID         -  FB2496
 FB2496  STATE/COUNTY-  TN/SEVIER
 FB2496  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB2496
 FB2496                         *CURRENT SURVEY CONTROL
 FB2496  ___________________________________________________________________
 FB2496* NAD 83(1995)-  35 37 33.98429(N)    083 29 55.22386(W)     ADJUSTED  
 FB2496* NAVD 88     -      1401.     (meters)    4596.     (feet)  SCALED    
 FB2496  ___________________________________________________________________
 FB2496  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 FB2496  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FB2496
 FB2496  HORZ ORDER  -  THIRD
 FB2496
 FB2496.The horizontal coordinates were established by classical geodetic methods
 FB2496.and adjusted by the National Geodetic Survey in April 1999..
 FB2496.No horizontal observational check was made to the station.
 FB2496
 FB2496.The orthometric height was scaled from a topographic map.
 FB2496
 FB2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2496
 FB2496.The geoid height was determined by GEOID03.
 FB2496
 FB2496;                    North         East     Units Scale Factor Converg.
 FB2496;SPC TN       -   146,327.289   826,553.721   MT  0.99995495   +1 27 51.8
 FB2496;SPC TN       -   480,075.45  2,711,785.00   sFT  0.99995495   +1 27 51.8
 FB2496;UTM  17      - 3,945,354.647   273,719.061   MT  1.00023101   -1 27 21.9
 FB2496
 FB2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2496!SPC TN       -   0.99978468  x   0.99995495  =   0.99973964
 FB2496!UTM  17      -   0.99978468  x   1.00023101  =   1.00001564
 FB2496
 FB2496                          SUPERSEDED SURVEY CONTROL
 FB2496
 FB2496  NAD 83(1995)-  35 37 33.98775(N)    083 29 55.23061(W) AD(       ) 3
 FB2496  NAD 83(1986)-  35 37 33.98892(N)    083 29 55.22913(W) AD(       ) 3
 FB2496  NAD 27      -  35 37 33.64633(N)    083 29 55.65533(W) AD(       ) 3
 FB2496
 FB2496.Superseded values are not recommended for survey control.
 FB2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2496.See file dsdata.txt to determine how the superseded data were derived.
 FB2496
 FB2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7371945355(NAD 83)
 FB2496_MARKER: DD = SURVEY DISK
 FB2496_SETTING: 0 = UNSPECIFIED SETTING
 FB2496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2496
 FB2496  HISTORY     - Date     Condition        Report By
 FB2496  HISTORY     - 1963     MONUMENTED       USGS
 FB2496
 FB2496                          STATION DESCRIPTION
 FB2496
 FB2496'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2496'GATLINBURG, 2.5 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2496'JUNCTION OF TENNESSEE STATE HIGHWAY 73 AT SUGARLAND, TURN W. (RIGHT)
 FB2496'ON HIGHWAY 73 FOR 4.9 MI TO T-RD. SE. AND SIGN ELKMONT RANGER STATION,
 FB2496'TURN SE. (LEFT) AND GO 2.1 MI TO Y-RD., TURN SE. (LEFT) FOR 1.0 MI
 FB2496'TO LOCKED GATE, CONTINUE 3.5 MI TO DIM TRAIL E., PACK E. ABOUT 1.5
 FB2496'HRS. ON TRAIL TO JUNTION OF TRAIL ON TOP OF GARLAND MOUNTAIN, TURN
 FB2496'SE. (RIGHT) AND PACK 20 MIN. TO SADDLE WHERE TRAIL IS ON TOP OF
 FB2496'RIDGE, 174 FT E. OF BEND IN TRAIL, 164 FT E. OF TRAIL AT SADDLE,
 FB2496'27 FT ENE. OF METAL WITNESS SIGN ON PINE TREE, 11 FT N. OF METAL
 FB2496'WITNESS SIGN ON PINE TREE, 5 FT W. OF CENTERLINE OF TRAIL ON TOP
 FB2496'OF BOULDER 2 FT ABOVE TRAIL, STANDARD DISK STAMPED---ET 39 WCE
 FB2496'1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2628 ***********************************************************************
 FB2628  DESIGNATION -  ET 40 WCE
 FB2628  PID         -  FB2628
 FB2628  STATE/COUNTY-  TN/SEVIER
 FB2628  USGS QUAD   -  PIGEON FORGE (1970)
 FB2628
 FB2628                         *CURRENT SURVEY CONTROL
 FB2628  ___________________________________________________________________
 FB2628* NAD 83(1995)-  35 45 01.72334(N)    083 30 09.97639(W)     ADJUSTED  
 FB2628* NAVD 88     -       534.3    (meters)    1753.     (feet)  VERTCON   
 FB2628  ___________________________________________________________________
 FB2628  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 FB2628  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB2628
 FB2628  HORZ ORDER  -  THIRD
 FB2628
 FB2628.The horizontal coordinates were established by classical geodetic methods
 FB2628.and adjusted by the National Geodetic Survey in April 1999..
 FB2628
 FB2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2628
 FB2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2628
 FB2628.The geoid height was determined by GEOID03.
 FB2628
 FB2628;                    North         East     Units Scale Factor Converg.
 FB2628;SPC TN       -   160,112.124   825,830.582   MT  0.99994946   +1 27 43.1
 FB2628;SPC TN       -   525,301.19  2,709,412.50   sFT  0.99994946   +1 27 43.1
 FB2628;UTM  17      - 3,959,162.278   273,699.716   MT  1.00023110   -1 27 46.4
 FB2628
 FB2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2628!SPC TN       -   0.99992083  x   0.99994946  =   0.99987030
 FB2628!UTM  17      -   0.99992083  x   1.00023110  =   1.00015191
 FB2628
 FB2628                          SUPERSEDED SURVEY CONTROL
 FB2628
 FB2628  NAD 83(1995)-  35 45 01.73019(N)    083 30 09.98271(W) AD(       ) 4
 FB2628  NAD 83(1986)-  35 45 01.72371(N)    083 30 09.98664(W) AD(       ) 4
 FB2628  NAD 27      -  35 45 01.38769(N)    083 30 10.40674(W) AD(       ) 3
 FB2628  NGVD 29 (07/19/86)  534.4    (m)         1753.     (f) VERT ANG       
 FB2628
 FB2628.Superseded values are not recommended for survey control.
 FB2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2628.See file dsdata.txt to determine how the superseded data were derived.
 FB2628
 FB2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7370059162(NAD 83)
 FB2628_MARKER: DD = SURVEY DISK
 FB2628_SETTING: 0 = UNSPECIFIED SETTING
 FB2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2628
 FB2628  HISTORY     - Date     Condition        Report By
 FB2628  HISTORY     - 1963     MONUMENTED       USGS
 FB2628
 FB2628                          STATION DESCRIPTION
 FB2628
 FB2628'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2628'GATLINBURG, 3.1 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO S.
 FB2628'END OF TUNNEL, CONTINUE 0.5 MI TO T-RD. W., TURN W. (LEFT)  AND GO
 FB2628'0.3 MI S. ON SECONDARY RD. BETWEEN DIVIDED HIGHWAY AND E. SIDE OF
 FB2628'CREEK TO OVERPASS, CONTINUE 1.0 MI TO CHURCH, CONTINUE 0.2 MI TO
 FB2628'T-RD., TURN SHARPLY NW. (LEFT) AND GO 0.1 MI TO CEMETERY ON RIGHT,
 FB2628'CONTINUE 0.2 MI TO CROSSROADS, TURN N. (RIGHT) FOR ABOUT 0.1 MI
 FB2628'TO STATION ON RIGHT, 338 FT E. OF N.-S. WOODSLINE AT TRAIL W., 312 FT
 FB2628'SE. OF LARGE BOULDER IN CLEARING, 251 FT NE. OF CROSSROADS, 100 FT
 FB2628'E. OF SADDLE, 32 FT N. OF TREE WITH METAL WITNESS TAG, 7 FT S. OF
 FB2628'CENTERLINE OF FIELD RD., IN CONCRETE POST PROJECTING 2-IN., STANDARD
 FB2628'DISK STAMPED---ET 40 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2502 ***********************************************************************
 FB2502  DESIGNATION -  ET 41 WCE
 FB2502  PID         -  FB2502
 FB2502  STATE/COUNTY-  TN/COCKE
 FB2502  USGS QUAD   -  JONES COVE (1978)
 FB2502
 FB2502                         *CURRENT SURVEY CONTROL
 FB2502  ___________________________________________________________________
 FB2502* NAD 83(1995)-  35 46 19.47389(N)    083 15 22.60915(W)     ADJUSTED  
 FB2502* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 FB2502  ___________________________________________________________________
 FB2502  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FB2502  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB2502
 FB2502  HORZ ORDER  -  THIRD
 FB2502
 FB2502.The horizontal coordinates were established by classical geodetic methods
 FB2502.and adjusted by the National Geodetic Survey in April 1999..
 FB2502.No horizontal observational check was made to the station.
 FB2502
 FB2502.The orthometric height was scaled from a topographic map.
 FB2502
 FB2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2502
 FB2502.The geoid height was determined by GEOID03.
 FB2502
 FB2502;                    North         East     Units Scale Factor Converg.
 FB2502;SPC TN       -   163,104.231   848,048.618   MT  0.99994898   +1 36 22.6
 FB2502;SPC TN       -   535,117.80  2,782,306.17   sFT  0.99994898   +1 36 22.6
 FB2502;UTM  17      - 3,961,017.032   296,046.450   MT  1.00011260   -1 19 09.8
 FB2502
 FB2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2502!SPC TN       -   0.99990972  x   0.99994898  =   0.99985871
 FB2502!UTM  17      -   0.99990972  x   1.00011260  =   1.00002231
 FB2502
 FB2502                          SUPERSEDED SURVEY CONTROL
 FB2502
 FB2502  NAD 83(1995)-  35 46 19.48024(N)    083 15 22.61092(W) AD(       ) 3
 FB2502  NAD 83(1986)-  35 46 19.48561(N)    083 15 22.60931(W) AD(       ) 3
 FB2502  NAD 27      -  35 46 19.14134(N)    083 15 23.05008(W) AD(       ) 3
 FB2502
 FB2502.Superseded values are not recommended for survey control.
 FB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2502.See file dsdata.txt to determine how the superseded data were derived.
 FB2502
 FB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9604661017(NAD 83)
 FB2502_MARKER: DD = SURVEY DISK
 FB2502_SETTING: 0 = UNSPECIFIED SETTING
 FB2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2502
 FB2502  HISTORY     - Date     Condition        Report By
 FB2502  HISTORY     - 1963     MONUMENTED       USGS
 FB2502
 FB2502                          STATION DESCRIPTION
 FB2502
 FB2502'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2502'COSBY, 2.05 MI SW. OF POST OFFICE ALONG TENNESSEE STATE HIGHWAY 73
 FB2502'TO T-RD. S. (AT LAUREL SPRINGS CHRISTIAN CHRUCH), THENCE S. (LEFT)
 FB2502'0.2 MI TO T-RD. N., THENCE E. (LEFT) 264 FT TO STATION ON RIGHT, 48.5
 FB2502'FT S. OF ROCK FENCE CORNER AT SE. CORNER OF FIELD, 29 FT S. OF
 FB2502'CENTERLINE OF RD., 87 FT S. OF BEND IN RD., 8 FT S. OF METAL WITNESS
 FB2502'TAG ON 8-IN. OAK TREE, IN TOP OF LARGE GRANITE BOULDER PROJECTING
 FB2502'4 FT, STANDARD DISK STAMPED---ET 41 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2639 ***********************************************************************
 FB2639  DESIGNATION -  ET 42 WCE
 FB2639  PID         -  FB2639
 FB2639  STATE/COUNTY-  TN/BLOUNT
 FB2639  USGS QUAD   -  CALDERWOOD (1964)
 FB2639
 FB2639                         *CURRENT SURVEY CONTROL
 FB2639  ___________________________________________________________________
 FB2639* NAD 83(1995)-  35 30 26.04789(N)    083 59 10.05292(W)     ADJUSTED  
 FB2639* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 FB2639  ___________________________________________________________________
 FB2639  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 FB2639  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FB2639
 FB2639  HORZ ORDER  -  THIRD
 FB2639
 FB2639.The horizontal coordinates were established by classical geodetic methods
 FB2639.and adjusted by the National Geodetic Survey in April 1999..
 FB2639.No horizontal observational check was made to the station.
 FB2639
 FB2639.The orthometric height was scaled from a topographic map.
 FB2639
 FB2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2639
 FB2639.The geoid height was determined by GEOID03.
 FB2639
 FB2639;                    North         East     Units Scale Factor Converg.
 FB2639;SPC TN       -   132,123.267   782,681.828   MT  0.99996458   +1 10 44.4
 FB2639;SPC TN       -   433,474.42  2,567,848.63   sFT  0.99996458   +1 10 44.4
 FB2639;UTM  17      - 3,933,397.248   229,163.066   MT  1.00050404   -1 44 07.5
 FB2639;UTM  16      - 3,933,473.878   773,354.426   MT  1.00052093   +1 45 05.6
 FB2639
 FB2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2639!SPC TN       -   0.99993747  x   0.99996458  =   0.99990205
 FB2639!UTM  17      -   0.99993747  x   1.00050404  =   1.00044148
 FB2639!UTM  16      -   0.99993747  x   1.00052093  =   1.00045836
 FB2639
 FB2639                          SUPERSEDED SURVEY CONTROL
 FB2639
 FB2639  NAD 83(1995)-  35 30 26.05176(N)    083 59 10.06391(W) AD(       ) 3
 FB2639  NAD 83(1986)-  35 30 26.05049(N)    083 59 10.06184(W) AD(       ) 3
 FB2639  NAD 27      -  35 30 25.73020(N)    083 59 10.45173(W) AD(       ) 3
 FB2639
 FB2639.Superseded values are not recommended for survey control.
 FB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2639.See file dsdata.txt to determine how the superseded data were derived.
 FB2639
 FB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2916333397(NAD 83)
 FB2639_MARKER: DD = SURVEY DISK
 FB2639_SETTING: 0 = UNSPECIFIED SETTING
 FB2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2639
 FB2639  HISTORY     - Date     Condition        Report By
 FB2639  HISTORY     - 1963     MONUMENTED       USGS
 FB2639
 FB2639                          STATION DESCRIPTION
 FB2639
 FB2639'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2639'CALDERWOOD, 0.1 MI N. OF CALDERWOOD STORE ALONG RD. TO T-RD. NE.,
 FB2639'TURN NE. (RIGHT) FOR 0.7 MI TO T-RD. SW., TURN SE. (RIGHT) ON U. S.
 FB2639'HIGHWAY 129 FOR 0.8 MI TO T-RD. SW., TURN SW (RIGHT) ON WOODS RD.
 FB2639'FOR 0.1 MI TO CROSSROADS IN SADDLE, TURN N. (RIGHT) ON WOODS RD. FOR
 FB2639'0.1 MI TO STEEL FOUR-LEGGED TRANSMISSION TOWER, 21.3 FT SSE. OF
 FB2639'CENTERLINE OF TOWER, 52.5 FT NW. OF WITNESS TAG ON PINE TREE, IN S.
 FB2639'CORNER OF S. CONCRETE BASE FOR S. LEG OF TOWER PROJECTING 1.5 FT
 FB2639'ABOVE GROUND, STANDARD DISK STAMPED---ET 42 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2377 ***********************************************************************
 FB2377  DESIGNATION -  ET 50 WCE
 FB2377  PID         -  FB2377
 FB2377  STATE/COUNTY-  TN/BLOUNT
 FB2377  USGS QUAD   -  TAPOCO (1978)
 FB2377
 FB2377                         *CURRENT SURVEY CONTROL
 FB2377  ___________________________________________________________________
 FB2377* NAD 83(1995)-  35 28 55.30798(N)    083 56 00.73463(W)     ADJUSTED  
 FB2377* NAVD 88     -       551.872  (meters)    1810.60   (feet)  ADJUSTED  
 FB2377  ___________________________________________________________________
 FB2377  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 FB2377  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FB2377  DYNAMIC HT  -         551.336 (meters)    1808.84  (feet)  COMP
 FB2377  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FB2377
 FB2377  HORZ ORDER  -  THIRD
 FB2377  VERT ORDER  -  FIRST     CLASS II
 FB2377
 FB2377.The horizontal coordinates were established by classical geodetic methods
 FB2377.and adjusted by the National Geodetic Survey in April 1999..
 FB2377.No horizontal observational check was made to the station.
 FB2377
 FB2377.The orthometric height was determined by differential leveling
 FB2377.and adjusted by the National Geodetic Survey in June 1991..
 FB2377
 FB2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2377
 FB2377.The geoid height was determined by GEOID03.
 FB2377
 FB2377.The dynamic height is computed by dividing the NAVD 88
 FB2377.geopotential number by the normal gravity value computed on the
 FB2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2377.degrees latitude (g = 980.6199 gals.).
 FB2377
 FB2377.The modeled gravity was interpolated from observed gravity values.
 FB2377
 FB2377;                    North         East     Units Scale Factor Converg.
 FB2377;SPC TN       -   129,426.884   787,510.551   MT  0.99996716   +1 12 35.2
 FB2377;SPC TN       -   424,628.04  2,583,690.87   sFT  0.99996716   +1 12 35.2
 FB2377;SPC NC       -   203,256.509   162,122.401   MT  0.99988064   -2 50 51.0
 FB2377;SPC NC       -   666,850.73    531,896.58   sFT  0.99988064   -2 50 51.0
 FB2377;UTM  17      - 3,930,457.340   233,850.920   MT  1.00047302   -1 42 13.6
 FB2377;UTM  16      - 3,930,824.315   778,212.598   MT  1.00055396   +1 46 51.8
 FB2377
 FB2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2377!SPC TN       -   0.99991797  x   0.99996716  =   0.99988513
 FB2377!SPC NC       -   0.99991797  x   0.99988064  =   0.99979862
 FB2377!UTM  17      -   0.99991797  x   1.00047302  =   1.00039095
 FB2377!UTM  16      -   0.99991797  x   1.00055396  =   1.00047188
 FB2377
 FB2377                          SUPERSEDED SURVEY CONTROL
 FB2377
 FB2377  NAD 83(1995)-  35 28 55.31127(N)    083 56 00.74274(W) AD(       ) 3
 FB2377  NAD 83(1995)-  35 28 55.31189(N)    083 56 00.74521(W) AD(       ) 3
 FB2377  NAD 83(1986)-  35 28 55.31113(N)    083 56 00.74337(W) AD(       ) 3
 FB2377  NAD 27      -  35 28 54.98846(N)    083 56 01.13823(W) AD(       ) 3
 FB2377  NGVD 29 (12/12/91)  551.983  (m)         1810.96   (f) ADJUSTED    1 2
 FB2377
 FB2377.Superseded values are not recommended for survey control.
 FB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2377.See file dsdata.txt to determine how the superseded data were derived.
 FB2377
 FB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3385130457(NAD 83)
 FB2377_MARKER: DD = SURVEY DISK
 FB2377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB2377_SP_SET: ROCK WALL
 FB2377_STAMPING: ET 50 WCE 1963
 FB2377_MARK LOGO: USGS  
 FB2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2377+STABILITY: SURFACE MOTION
 FB2377
 FB2377  HISTORY     - Date     Condition        Report By
 FB2377  HISTORY     - 1963     MONUMENTED       USGS
 FB2377  HISTORY     - 1983     GOOD             NGS
 FB2377
 FB2377                          STATION DESCRIPTION
 FB2377
 FB2377'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2377'DEALS GAP, 1.6 MI N. OF NORTH CAROLINA-TENNESSEE STATE LINE, ALONG
 FB2377'U. S. HIGHWAY 129 TO OVERLOOK AND STATION, 53 FT NW. OF ALCOA
 FB2377'SIGN, 25 FT SE. OF METAL WITNESS SIGN ON PINE TREE ON SW. SIDE OF
 FB2377'HWY., 20.5 FT SW. OF CENTERLINE OF HWY., IN TOP OF NW. END OF ROCK
 FB2377'RETAINING WALL ABOUT 2 FT HIGH, STANDARD DISK STAMPED---ET 50
 FB2377'WCE 1963---.
 FB2377
 FB2377                          STATION RECOVERY (1983)
 FB2377
 FB2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2377'3.4 KM (2.2 MI) NW FROM DEALS GAP NC.
 FB2377'3.4 KM (2.2 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF
 FB2377'STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON THE LEFT, IN TOP OF
 FB2377'A ROCK WALL AT EST END OF A SCENIC OVERLOOK, 6.70 METERS (22.0 FT) OF
 FB2377'THE CENTERLINE OF THE HIGHWAY, 0.40 METER (1.3 FT) OF THE NORTHWEST
 FB2377'END OF THE ROCK WALL.
 FB2377'THE MARK IS 0.57 METERS  SE FROM A WITNESS POST.
 FB2377'THE MARK IS 0.64 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3565 ***********************************************************************
 GA3565  DESIGNATION -  ET 9
 GA3565  PID         -  GA3565
 GA3565  STATE/COUNTY-  TN/UNION
 GA3565  USGS QUAD   -  WHITE HOLLOW (1986)
 GA3565
 GA3565                         *CURRENT SURVEY CONTROL
 GA3565  ___________________________________________________________________
 GA3565* NAD 83(1995)-  36 22 20.05118(N)    083 53 35.75884(W)     ADJUSTED  
 GA3565* NAVD 88     -       508.8    (meters)    1669.     (feet)  VERTCON   
 GA3565  ___________________________________________________________________
 GA3565  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GA3565  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GA3565
 GA3565  HORZ ORDER  -  SECOND
 GA3565
 GA3565.The horizontal coordinates were established by classical geodetic methods
 GA3565.and adjusted by the National Geodetic Survey in April 1999..
 GA3565
 GA3565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3565
 GA3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3565
 GA3565.The geoid height was determined by GEOID03.
 GA3565
 GA3565;                    North         East     Units Scale Factor Converg.
 GA3565;SPC TN       -   228,253.156   789,038.168   MT  0.99999242   +1 14 00.1
 GA3565;SPC TN       -   748,860.56  2,588,702.72   sFT  0.99999242   +1 14 00.1
 GA3565;UTM  17      - 4,029,124.610   240,434.729   MT  1.00043019   -1 43 00.3
 GA3565
 GA3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3565!SPC TN       -   0.99992493  x   0.99999242  =   0.99991735
 GA3565!UTM  17      -   0.99992493  x   1.00043019  =   1.00035509
 GA3565
 GA3565:                Primary Azimuth Mark                     Grid Az
 GA3565:SPC TN       -  ET 20                                    144 15 08.9
 GA3565:UTM  17      -  ET 20                                    147 12 09.3
 GA3565
 GA3565|---------------------------------------------------------------------|
 GA3565| PID    Reference Object                     Distance      Geod. Az  |
 GA3565|                                                           dddmmss.s |
 GA3565| GA3562 ET 20                               APPROX.14.9 KM 1452909.0 |
 GA3565| DB9290 ET 9 RM 1                            15.999 METERS 17714     |
 GA3565| DB9289 ET 9 AZ MK                                         2723157.9 |
 GA3565| DB9291 ET 9 RM 2                            16.084 METERS 27244     |
 GA3565|---------------------------------------------------------------------|
 GA3565
 GA3565                          SUPERSEDED SURVEY CONTROL
 GA3565
 GA3565  NAD 83(1995)-  36 22 20.05460(N)    083 53 35.76056(W) AD(       ) 2
 GA3565  NAD 83(1995)-  36 22 20.05614(N)    083 53 35.75830(W) AD(       ) 2
 GA3565  NAD 83(1995)-  36 22 20.05960(N)    083 53 35.76196(W) AD(       ) 2
 GA3565  NAD 83(1986)-  36 22 20.06282(N)    083 53 35.76082(W) AD(       ) 2
 GA3565  NAD 27      -  36 22 19.76939(N)    083 53 36.05564(W) AD(       ) 2
 GA3565  NGVD 29 (07/19/86)  508.9    (m)         1670.     (f) VERT ANG       
 GA3565
 GA3565.Superseded values are not recommended for survey control.
 GA3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3565.See file dsdata.txt to determine how the superseded data were derived.
 GA3565
 GA3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4043529125(NAD 83)
 GA3565_MARKER: DD = SURVEY DISK
 GA3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3565
 GA3565  HISTORY     - Date     Condition        Report By
 GA3565  HISTORY     - 1964     MONUMENTED       TNHD
 GA3565
 GA3565                          STATION DESCRIPTION
 GA3565
 GA3565'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3565'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MAYNARDVILLE AND IN
 GA3565'THE CENTRAL PENINSULA
 GA3565'WILDLIFE MANAGEMENT AREA, ON THE PROPERTY OF THE
 GA3565'TENNESSEE FORESTRY SERVICE AT FIRE
 GA3565'TOWER NO.  ET9.
 GA3565'
 GA3565'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3565'NORTHEAST ON STATE
 GA3565'ROUTE 33 FOR 7.65 MILES TO THE SOUTH END OF THE BRIDGE OVER
 GA3565'CLINCH RIVER (NORRIS
 GA3565'LAKE), CONTINUE FOR 1.45 MILES TO AN OIL ROAD ON
 GA3565'THE LEFT AND A SIGN FIRE TOWER, TURN
 GA3565'LEFT AND GO 1.3 MILES TO A T
 GA3565'JUNCTION JUST AFTER CROSSING A SMALL CONCRETE BRIDGE,
 GA3565'TURN LEFT AND GO
 GA3565'3.5 MILES TO A SIDE ROAD TO THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 GA3565'1.3 MILES TO A
 GA3565'GRAVELED ROAD STRAIGHT AHEAD AND THE OIL ROAD TURNS
 GA3565'RIGHT, TURN RIGHT AND GO 1.0 MILE
 GA3565'TO THE END OF THE OIL ROAD AND A
 GA3565'FORK, KEEP LEFT AND GO 1.0 MILE TO A CROSS ROAD AND
 GA3565'BEASON-SHARP
 GA3565'GROCERY STORE ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A
 GA3565'Y JUNCTION AT C.C.
 GA3565'CAMPBELL GROCERY STORE, KEEP RIGHT AND GO 0.05
 GA3565'MILE TO A Y JUNCTION, KEEP RIGHT AND
 GA3565'GO 0.8 MILE TO A Y JUNCTION AND
 GA3565'A SIGN FIRE TOWER, KEEP LEFT, UP HILL, AND GO 0.5 MILE
 GA3565'TO A SIDE ROAD
 GA3565'LEFT AND SIGN FIRE TOWER AND AZIMUTH ON THE RIGHT, TURN LEFT AND GO
 GA3565'0.1 MILE TO THE
 GA3565'STATION AND THE FIRE TOWER.
 GA3565'
 GA3565'THE STATION IS 29 FEET NORTH OF A POLE FENCE AROUND FIRE TOWER AND
 GA3565'2.1 FEET WEST OF A
 GA3565'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3565'STANDARD TENNESSEE HIGHWAY
 GA3565'DEPARTMENT DISK AND ARE STAMPED ET9 1964.
 GA3565'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GA3565'THE SURFACE.  THE
 GA3565'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3565'MONUMENT.
 GA3565'
 GA3565'REFERENCE MARK NO. 1 IS SET DIRECTLY UNDER THE CENTER OF FIRE TOWER
 GA3565'NO. ET9.  IT IS A STANDARD
 GA3565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3565'SQUARE, FLUSH, CONCRETE MONUMENT
 GA3565'AND THE DISK IS STAMPED ET9 RM-1
 GA3565'1964.
 GA3565'
 GA3565'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF A POLE FENCE AND 9 FEET
 GA3565'SOUTH OF AN 8-INCH TREE.
 GA3565'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3565'IN A 10-INCH SQUARE, FLUSH,
 GA3565'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3565'ET9 RM-2 1964.
 GA3565'
 GA3565'THE AZIMUTH MARK IS 43 FEET SOUTH OF A SIGN FIRE TOWER, 18 FEET WEST
 GA3565'OF POWER POLE NO.
 GA3565'482, 16 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA3565'GRAVELED ROAD AND 6.1 FEET SOUTH OF A
 GA3565'WITNESS POST.  IT IS A STANDARD
 GA3565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3565'SQUARE, FLUSH,
 GA3565'CONCRETE MONUMENT AND THE DISK IS STAMPED ET9 AZI 1964.
 GA3565'
 GA3565'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA3565'
 GA3565'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1478 ***********************************************************************
 GD1478  DESIGNATION -  ETHEL
 GD1478  PID         -  GD1478
 GD1478  STATE/COUNTY-  TN/BENTON
 GD1478  USGS QUAD   -  BRUCETON (1987)
 GD1478
 GD1478                         *CURRENT SURVEY CONTROL
 GD1478  ___________________________________________________________________
 GD1478* NAD 83(1995)-  36 02 33.29876(N)    088 11 48.18579(W)     ADJUSTED  
 GD1478* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 GD1478  ___________________________________________________________________
 GD1478  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GD1478  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1478
 GD1478  HORZ ORDER  -  SECOND
 GD1478
 GD1478.The horizontal coordinates were established by classical geodetic methods
 GD1478.and adjusted by the National Geodetic Survey in April 1999..
 GD1478
 GD1478.The orthometric height was scaled from a topographic map.
 GD1478
 GD1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1478
 GD1478.The geoid height was determined by GEOID03.
 GD1478
 GD1478;                    North         East     Units Scale Factor Converg.
 GD1478;SPC TN       -   191,861.668   402,067.843   MT  0.99995500   -1 17 09.8
 GD1478;SPC TN       -   629,466.16  1,319,117.58   sFT  0.99995500   -1 17 09.8
 GD1478;UTM  16      - 3,989,334.014   392,198.208   MT  0.99974319   -0 42 15.1
 GD1478
 GD1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1478!SPC TN       -   0.99997730  x   0.99995500  =   0.99993230
 GD1478!UTM  16      -   0.99997730  x   0.99974319  =   0.99972050
 GD1478
 GD1478|---------------------------------------------------------------------|
 GD1478| PID    Reference Object                     Distance      Geod. Az  |
 GD1478|                                                           dddmmss.s |
 GD1478| CG4021 ETHEL RM 1                           33.784 METERS 07757     |
 GD1478| CG4020 ETHEL AZ MK                                        1553421.3 |
 GD1478| CG4022 ETHEL RM 2                           34.186 METERS 17159     |
 GD1478| FE2219 SMOTHERS                            APPROX. 9.5 KM 1803455.3 |
 GD1478| GD1477 BRUCETON MUNICIPAL TANK             APPROX. 4.4 KM 2573733.1 |
 GD1478|---------------------------------------------------------------------|
 GD1478
 GD1478                          SUPERSEDED SURVEY CONTROL
 GD1478
 GD1478  NAD 83(1995)-  36 02 33.30091(N)    088 11 48.19250(W) AD(       ) 2
 GD1478  NAD 83(1995)-  36 02 33.30066(N)    088 11 48.19258(W) AD(       ) 2
 GD1478  NAD 83(1986)-  36 02 33.30851(N)    088 11 48.18622(W) AD(       ) 2
 GD1478  NAD 27      -  36 02 33.09400(N)    088 11 48.03700(W) AD(       ) 2
 GD1478
 GD1478.Superseded values are not recommended for survey control.
 GD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1478.See file dsdata.txt to determine how the superseded data were derived.
 GD1478
 GD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9219889334(NAD 83)
 GD1478_MARKER: DS = TRIANGULATION STATION DISK
 GD1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1478
 GD1478  HISTORY     - Date     Condition        Report By
 GD1478  HISTORY     - 1934     MONUMENTED       CGS
 GD1478  HISTORY     - 1955     GOOD             TVA
 GD1478  HISTORY     - 1968     GOOD             CGS
 GD1478  HISTORY     - 1969     GOOD             CGS
 GD1478  HISTORY     - 1971     GOOD             LOCENG
 GD1478
 GD1478                          STATION DESCRIPTION
 GD1478
 GD1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1478'ABOUT 0.5 MILE NORTH OF SAWYER, 2.5 MILES WEST OF CAMDEN, AND ON
 GD1478'PROPERTY OF MRS. ETHEL JOHNSON.  TO REACH FROM JUNCTION OF ZACH
 GD1478'RURAL ROAD AND ROUTE 70 IN SAWYER, GO NORTH 0.5 MILE ON ZACH RURAL
 GD1478'ROAD TO ROAD
 GD1478'FORK TO RIGHT WHICH INTERSECTS WITH OLD STAGE ROAD.
 GD1478'STATION IS 125 YARDS NORTH OF ZACH RURAL ROAD, ABOUT 8 FEET HIGHER
 GD1478'THAN AND 36 FEET NORTH OF CENTER OF OLD STAGE ROAD, AND 15.9 FEET
 GD1478'WEST-NORTHWEST OF 12-INCH OAK TREE WITH TRIANGULAR BLAZE.
 GD1478'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1478'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1478'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 18 FEET
 GD1478'NORTH OF CENTER LINE OF ROAD, 13.6 FEET SOUTH-SOUTHWEST OF TRIPLE
 GD1478'OAK, AND IS 111.05 FEET FROM STATION N 77 DEG 57 MIN E.
 GD1478'NO. 2 IS 12 FEET EAST OF CENTER OF DIRT ROAD, ABOUT 75 FEET SOUTH OF
 GD1478'OLD STAGE ROAD, AND 112.25 FEET FROM STATION S 08 DEG 01 MIN E.
 GD1478'AZIMUTH MARK, PROJECTING 8 INCHES ABOVE GROUND, IS ON
 GD1478'GROUNDS OF THE ZACH SCHOOL IN SAWYERS, 8 FEET NORTHWEST OF NORTHEAST
 GD1478'CORNER OF
 GD1478'BUILDING, AND 0.3 MILE FROM STATION S 24 DEG 25 MIN E.
 GD1478'BRUCETON, MUNICIPAL WATER TANK BLACK, IS ABOUT 3 MILES FROM
 GD1478'STATION S 77 DEG 38 MIN W.
 GD1478
 GD1478                          STATION RECOVERY (1955)
 GD1478
 GD1478'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GD1478'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK
 GD1478'BELIEVED DESTROYED BY MINING OF SAND IN AREA.
 GD1478'
 GD1478'SIGNS WERE SET AT STATION MARK AND R.M. 2 ONE FOOT S OF THE MARKS AND
 GD1478'AT R.M. 1 ONE FOOT W OF THE MARK.
 GD1478'
 GD1478'THE 12-INCH OAK TREE IS GONE.
 GD1478
 GD1478                          STATION RECOVERY (1968)
 GD1478
 GD1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1478'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1478'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1478'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.  THE
 GD1478'OLD ZACH SCHOOL IS NOW A CLUB HOUSE FOR A PRIVATE CLUB, AND A
 GD1478'DRAG STRIP HAS BEEN LEVELED BEHIND THE BUILDING, AND IT IS ASSUMED
 GD1478'THAT THE MARK WAS DESTROYED AT THE TIME THE GRADING WAS DONE.
 GD1478'
 GD1478'DUE TO CHANGES IN ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 GD1478'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1478'DESCRIPTION.
 GD1478'
 GD1478'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF CAMDEN, 0.5 OF A MILE
 GD1478'NORTH OF THE SMALL COMMUNITY OF SAWYER, AND IN A SMALL FENCED
 GD1478'CLEARING ON THE PROPERTY OF CHRISTINE WEATHERLY.
 GD1478'
 GD1478'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE BENTON COUNTY
 GD1478'COURTHOUSE SQUARE IN CAMDEN, GO WESTERLY ON U.S. HIGHWAY 70 FOR 5.8
 GD1478'MILES TO THE PLEASANT RIDGE BAPTIST CHURCH ON THE LEFT AND A PAVED
 GD1478'ROAD ON THE RIGHT IN THE SMALL COMMUNITY OF SAWYER.  HERE TURN
 GD1478'RIGHT ON THE PAVED ROAD AND GO NORTHWESTERLY FOR 0.5 OF A MILE TO A
 GD1478'GRAVEL ROAD ANGLING RIGHT, CONTINUE NORTHWESTERLY ON PAVED ROAD FOR
 GD1478'0.05 OF A MILE TO A GRAVEL ROAD SHARP RIGHT AND A HOUSE IN THE
 GD1478'NORTHWEST ANGLE.  HERE TURN SHARP RIGHT AND GO NORTHEASTERLY ON THE
 GD1478'GRAVELED ROAD FOR 0.05 OF A MILE TO THE STATION ON THE LEFT IN A
 GD1478'SMALL FENCED CLEARING AS DESCRIBED.
 GD1478'
 GD1478'THE STATION IS 100 FEET EAST-NORTHEAST OF A SOUTHWEST FENCE CORNER
 GD1478'POST, 90 FEET WEST OF A SOUTHEAST FENCE CORNER POST, 44 FEET NORTH
 GD1478'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF GRAVELED ROADS AT A
 GD1478'Y, 34 FEET SOUTH OF THE NORTH EDGE OF THE WOODS, 10 FEET NORTH OF A
 GD1478'WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST
 GD1478'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1478'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GD1478'ETHEL 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION IN A THICKET OF
 GD1478'SAPLINGS, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1478'ROAD, 23 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED WHITE OAK TREE,
 GD1478'15.5 FEET EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER POST, AND 0.9
 GD1478'OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1478'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1478'THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO 1 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 2 IS ACROSS THE GRAVELED ROAD SOUTH OF THE
 GD1478'STATION, 75 FEET SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD1478'OF THE GRAVELED ROADS AT THE Y, 21.5 FEET NORTH OF A 16-INCH,
 GD1478'TRIANGLE BLAZED, BLACK OAK TREE, 11 FEET EAST OF THE
 GD1478'APPROXIMATE CENTER OF THE GRAVELED ROAD NORTH-SOUTH LEG OF Y, AND
 GD1478'0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1478'STANDARD DISK SET IN THE TOP OF A 12- INCH, ROUND, CONCRETE MONUMENT
 GD1478'THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO 2 1934.
 GD1478'
 GD1478'DUE TO A THICK GROWTH OF TREES ON LINE, THE REFERENCE MARKS COULD
 GD1478'NOT BE MEASURED BETWEEN.
 GD1478'
 GD1478'DUE TO VERY TALL TIMBER JUST NORTH OF THE STATION SITE, IT WILL BE
 GD1478'DIFFICULT TO MAKE POLARIS OBSERVATIONS FOR ESTABLISHING A NEW
 GD1478'AZIMUTH MARK.
 GD1478'
 GD1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5.5 MILES
 GD1478'WEST OF CAMDEN.
 GD1478
 GD1478                          STATION RECOVERY (1969)
 GD1478
 GD1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1478'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1478'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1478'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.
 GD1478'THE OLD ZACK SCHOOL IS NOW A CLUB HOUSE FOR A PRIVATE CLUB, AND A
 GD1478'DRAG STRIP HAS BEEN LEVELED BEHIND THE BUILDING, AND IT IS
 GD1478'ASSUMED THAT THE MARK WAS DESTROYED AT THE TIME THIS GRADING WAS
 GD1478'DONE.  NO NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION WAS
 GD1478'OCCUPIED AND THE HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS
 GD1478'OBSERVED.  VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND
 GD1478'THE REFERENCE MARKS, AND BETWEEN THE REFERENCE MARKS FOR USE IN
 GD1478'COMPUTING THE HORIZONTAL DISTANCES FROM SLOPE MEASUREMENTS.  IN
 GD1478'COMPUTING THESE HORIZONTAL DISTANCES A DISCREPANCY OF - 0.21
 GD1478'OF A FOOT WAS NOTED BETWEEN THE STATION AND REFERENCE MARK NO. 1
 GD1478'AND - 0.09 OF A FOOT BETWEEN THE STATION AND REFERENCE MARK NO.
 GD1478'2.
 GD1478'
 GD1478'DUE TO CHANGES IN ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 GD1478'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1478'DESCRIPTION.
 GD1478'
 GD1478'THE STATION IS ABOUT 2.5 MILES WEST OF CAMDEN, 0.5 OF A MILE NORTH OF
 GD1478'THE SMALL COMMUNITY OF SAWYER, AND IN A SMALL FENCED CLEARING ON THE
 GD1478'PROPERTY OF CHRISTINE WEATHERLY.
 GD1478'
 GD1478'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE BENTON COUNTY
 GD1478'COURTHOUSE SQUARE IN CAMDEN, GO WESTERLY ON U.S. HIGHWAY 70 FOR 5.8
 GD1478'MILES TO THE PLEASANT RIDGE BAPTIST CHURCH ON THE LEFT AND A PAVED
 GD1478'ROAD ON THE RIGHT IN THE SMALL COMMUNITY OF SAWYER.  HERE TURN
 GD1478'RIGHT ON THE PAVED ROAD AND GO NORTHWESTERLY FOR 0.5 OF A MILE TO A
 GD1478'GRAVELED ROAD ANGLING RIGHT, CONTINUE NORTHWESTERLY ON THE PAVED ROAD
 GD1478'FOR 0.05 OF A MILE TO A GRAVELED ROAD SHARP RIGHT AND A HOUSE IN THE
 GD1478'NORTHWEST ANGLE.  HERE TURN SHARP RIGHT AND GO NORTHEASTERLY ON THE
 GD1478'GRAVELED ROAD FOR 0.05 OF A MILE TO THE STATION ON THE LEFT IN A
 GD1478'SMALL FENCED CLEARING AS DESCRIBED.
 GD1478'
 GD1478'THE STATION IS 100 FEET EAST-NORTHEAST OF A SOUTHWEST FENCE CORNER
 GD1478'POST, 90 FEET WEST OF A SOUTHEAST FENCE CORNER POST, 44 FEET NORTH
 GD1478'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF GRAVELED ROADS AT A
 GD1478'Y, 34 FEET SOUTH OF THE NORTH EDGE OF A WOODS, 10 FEET NORTH OF A
 GD1478'WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 GD1478'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1478'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1478'STAMPED ETHEL 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION IN A THICKET
 GD1478'OF SAPLINGS, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1478'ROAD, 23 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED WHITE OAK TREE,
 GD1478'15.5 FEET EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER POST, AND 0.9 OF
 GD1478'A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1478'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1478'PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO 1 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 2 IS ACROSS THE GRAVELED ROAD SOUTH OF THE
 GD1478'STATION, 75 FEET SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD1478'OF THE GRAVELED ROADS AT THE Y, 21.5 FEET NORTH OF A 16-INCH,
 GD1478'TRIANGLE BLAZED BLACK OAK TREE, 11 FEET EAST OF THE
 GD1478'APPROXIMATE CENTER OF THE GRAVELED ROAD OF THE NORTH-SOUTH LEG OF
 GD1478'THE Y, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1478'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1478'MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO
 GD1478'2 1934.
 GD1478'
 GD1478'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1478'REFERENCE MARK NO. 2 IS 163.19 FEET - 49.740 METERS.
 GD1478'
 GD1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.5 OF A
 GD1478'MILE NORTH OF SAWYER.
 GD1478
 GD1478                          STATION RECOVERY (1971)
 GD1478
 GD1478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1478'ETHEL STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1478'
 GD1478'REF. MARKERS GOOD.  AZ. MK.--DESTROYED.  DESCRIPTION AS IN BULLETIN.
 GD1478'
 GD1478'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. W. CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2475 ***********************************************************************
 FE2475  DESIGNATION -  EUREKATON
 FE2475  PID         -  FE2475
 FE2475  STATE/COUNTY-  TN/HAYWOOD
 FE2475  USGS QUAD   -  HILLVILLE (1959)
 FE2475
 FE2475                         *CURRENT SURVEY CONTROL
 FE2475  ___________________________________________________________________
 FE2475* NAD 83(1995)-  35 26 32.21535(N)    089 13 12.55874(W)     ADJUSTED  
 FE2475* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2475  ___________________________________________________________________
 FE2475  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FE2475  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2475
 FE2475  HORZ ORDER  -  THIRD
 FE2475
 FE2475.The horizontal coordinates were established by classical geodetic methods
 FE2475.and adjusted by the National Geodetic Survey in April 1999..
 FE2475
 FE2475.The orthometric height was scaled from a topographic map.
 FE2475
 FE2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2475
 FE2475.The geoid height was determined by GEOID03.
 FE2475
 FE2475;                    North         East     Units Scale Factor Converg.
 FE2475;SPC TN       -   127,846.714   307,689.469   MT  0.99997164   -1 53 06.7
 FE2475;SPC TN       -   419,443.76  1,009,477.87   sFT  0.99997164   -1 53 06.7
 FE2475;UTM  16      - 3,924,356.911   298,486.651   MT  1.00010045   -1 17 16.3
 FE2475
 FE2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2475!SPC TN       -   0.99998507  x   0.99997164  =   0.99995671
 FE2475!UTM  16      -   0.99998507  x   1.00010045  =   1.00008551
 FE2475
 FE2475|---------------------------------------------------------------------|
 FE2475| PID    Reference Object                     Distance      Geod. Az  |
 FE2475|                                                           dddmmss.s |
 FE2475| CG4027 EUREKATON RM 1                       19.464 METERS 08341     |
 FE2475| CG4026 EUREKATON AZ MK                                    1683006.1 |
 FE2475| FE2476 TT 117                               17.542 METERS 17052     |
 FE2475|---------------------------------------------------------------------|
 FE2475
 FE2475                          SUPERSEDED SURVEY CONTROL
 FE2475
 FE2475  NAD 83(1995)-  35 26 32.22109(N)    089 13 12.56083(W) AD(       ) 3
 FE2475  NAD 83(1986)-  35 26 32.22717(N)    089 13 12.55931(W) AD(       ) 3
 FE2475  NAD 27      -  35 26 31.93620(N)    089 13 12.31720(W) AD(       ) 3
 FE2475
 FE2475.Superseded values are not recommended for survey control.
 FE2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2475.See file dsdata.txt to determine how the superseded data were derived.
 FE2475
 FE2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9848724357(NAD 83)
 FE2475_MARKER: DS = TRIANGULATION STATION DISK
 FE2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2475
 FE2475  HISTORY     - Date     Condition        Report By
 FE2475  HISTORY     - 1958     MONUMENTED       CGS
 FE2475
 FE2475                          STATION DESCRIPTION
 FE2475
 FE2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2475'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF BROWNSVILLE, ABOUT 9
 FE2475'MILES NORTH-NORTHWEST OF WHITEVILLE AND ABOUT 0.5 MILE NORTH OF
 FE2475'THE VILLAGE OF EUREKATON. IT IS 42 FEET SOUTHEAST OF A POWER LINE
 FE2475'POLE, 113 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 64
 FE2475'FEET NORTH OF A WHITE WITNESS POST AND 36 FEET SOUTH OF A 36 INCH
 FE2475'TWIN TRUNK OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2475'EUREKATON 1958.
 FE2475'
 FE2475'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 FE2475'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 76, SAME
 FE2475'HIGHWAY, FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY 70 AND 76. TURN
 FE2475'RIGHT AND GO SOUTH ON STATE HIGHWAY 76 FOR 8.05 MILES TO A SIDE
 FE2475'ROAD RIGHT. CONTINUE SOUTH ON HIGHWAY 76 FOR 0.25 MILE TO A SIDE ROAD
 FE2475'LEFT. TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 4.25 MILES TO
 FE2475'THE STATION ON THE LEFT.
 FE2475'
 FE2475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 FE2475'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT, EAST SIDE OF THE ROAD.
 FE2475'
 FE2475'TO REACH THE TT 118 (USGS) BENCH MARK FROM THE STATION, GO SOUTH ON
 FE2475'THE PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT, WEST SIDE
 FE2475'OF THE ROAD.
 FE2475'
 FE2475'REFERENCE MARK 1 IS 13 FEET WEST OF A 12 INCH OAK TREE, 2 FEET NORTH
 FE2475'OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. THE
 FE2475'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED EUREKATON NO 1
 FE2475'1958.
 FE2475'
 FE2475'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FE2475'TT 117 TVA (ELV.) 403 FEET 1947 SET IN THE TOP OF A 6 X 6 INCH
 FE2475'CONCRETE POST THAT PROJECTS 4 INCHES. IT IS 77 FEET EAST OF THE
 FE2475'CENTERLINE OF A PAVED ROAD, 41 FEET WEST OF THE NORTHWEST CORNER
 FE2475'OF A FRAME STORE BUILDING AND 120 FEET NORTHWEST OF THE CENTERLINE OF
 FE2475'A PAVED ROAD.
 FE2475'
 FE2475'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FE2475'TT 118 TVA (ELV.) 398 FEET 1947 SET IN THE TOP OF A 6X6 INCH
 FE2475'CONCRETE POST THAT PROJECTS 5 INCHES. IT IS 23 FEET WEST OF THE
 FE2475'CENTERLINE OF A PAVED ROAD, 10 FEET EAST OF A WIRE FENCE, 5 FEET
 FE2475'NORTH OF THE CENTERLINE OF A TRACK ROAD AND 12 FEET SOUTHEAST OF A
 FE2475'T-FENCE CORNER.
 FE2475'
 FE2475'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 FE2475'18 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 21
 FE2475'FEET WEST OF A WIRE FENCE, 3 FEET NORTH OF A POWER LINE POLE AND 1
 FE2475'FOOT NORTH OF WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 FE2475'AND THE DISK IS STAMPED EUREKATON 1958.
 FE2475'
 FE2475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3591 ***********************************************************************
 GA3591  DESIGNATION -  EVANS
 GA3591  PID         -  GA3591
 GA3591  STATE/COUNTY-  TN/CLAIBORNE
 GA3591  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3591
 GA3591                         *CURRENT SURVEY CONTROL
 GA3591  ___________________________________________________________________
 GA3591* NAD 83(1995)-  36 31 05.49512(N)    083 44 50.88986(W)     ADJUSTED  
 GA3591* NAVD 88     -       422.3    (meters)    1385.     (feet)  VERTCON   
 GA3591  ___________________________________________________________________
 GA3591  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GA3591  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GA3591
 GA3591  HORZ ORDER  -  SECOND
 GA3591
 GA3591.The horizontal coordinates were established by classical geodetic methods
 GA3591.and adjusted by the National Geodetic Survey in April 1999..
 GA3591
 GA3591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3591
 GA3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3591
 GA3591.The geoid height was determined by GEOID03.
 GA3591
 GA3591;                    North         East     Units Scale Factor Converg.
 GA3591;SPC TN       -   244,736.725   801,745.612   MT  1.00001958   +1 19 07.4
 GA3591;SPC TN       -   802,940.41  2,630,393.73   sFT  1.00001958   +1 19 07.4
 GA3591;SPC KY1Z     - 1,022,442.622 1,679,386.008   MT  1.00018307   +1 13 46.1
 GA3591;SPC KY1Z     - 3,354,463.84  5,509,785.59   sFT  1.00018307   +1 13 46.1
 GA3591;SPC KY S     -   522,415.737   679,361.761   MT  1.00004601   +1 12 52.1
 GA3591;SPC KY S     - 1,713,958.96  2,228,872.71   sFT  1.00004601   +1 12 52.1
 GA3591;UTM  17      - 4,044,937.838   253,979.476   MT  1.00034577   -1 38 08.8
 GA3591
 GA3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3591!SPC TN       -   0.99993850  x   1.00001958  =   0.99995807
 GA3591!SPC KY1Z     -   0.99993850  x   1.00018307  =   1.00012155
 GA3591!SPC KY S     -   0.99993850  x   1.00004601  =   0.99998450
 GA3591!UTM  17      -   0.99993850  x   1.00034577  =   1.00028424
 GA3591
 GA3591|---------------------------------------------------------------------|
 GA3591| PID    Reference Object                     Distance      Geod. Az  |
 GA3591|                                                           dddmmss.s |
 GA3591| DB9297 EVANS RM 1                           19.449 METERS 27203     |
 GA3591| DB9298 EVANS RM 2                           16.422 METERS 33933     |
 GA3591| GA2700 EVANS AZ MK                         APPROX. 0.8 KM 3492521.6 |
 GA3591|---------------------------------------------------------------------|
 GA3591
 GA3591                          SUPERSEDED SURVEY CONTROL
 GA3591
 GA3591  NAD 83(1995)-  36 31 05.49603(N)    083 44 50.89051(W) AD(       ) 2
 GA3591  NAD 83(1995)-  36 31 05.49658(N)    083 44 50.88481(W) AD(       ) 2
 GA3591  NAD 83(1995)-  36 31 05.50371(N)    083 44 50.89111(W) AD(       ) 2
 GA3591  NAD 83(1986)-  36 31 05.50518(N)    083 44 50.89020(W) AD(       ) 2
 GA3591  NAD 27      -  36 31 05.22143(N)    083 44 51.19445(W) AD(       ) 2
 GA3591  NGVD 29 (07/19/86)  422.5    (m)         1386.     (f) VERT ANG       
 GA3591
 GA3591.Superseded values are not recommended for survey control.
 GA3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3591.See file dsdata.txt to determine how the superseded data were derived.
 GA3591
 GA3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5397944938(NAD 83)
 GA3591_MARKER: DD = SURVEY DISK
 GA3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3591
 GA3591  HISTORY     - Date     Condition        Report By
 GA3591  HISTORY     - 1964     MONUMENTED       TNHD
 GA3591
 GA3591                          STATION DESCRIPTION
 GA3591
 GA3591'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3591'THE STATION IS LOCATED ABOUT 24 MILES NORTHEAST OF LA FOLLETTE AND 5
 GA3591'MILES SOUTHWEST OF ARTHUR.
 GA3591'
 GA3591'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 3.95 MILES
 GA3591'WESTERLY ON STATE ROUTE 63
 GA3591'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 GA3591'AHEAD FOR 1.5 MILES WESTERLY TO
 GA3591'RED HILL ROAD ON THE LEFT, TURN LEFT,
 GA3591'SOUTHEAST, AND GO 0.45 MILE TO THE HOME OF FRED
 GA3591'EVANS ON THE RIGHT,
 GA3591'TURN RIGHT, WESTERLY, AND GO 0.1 MILE, PASSING BY THE HOUSE AND
 GA3591'THROUGH TWO
 GA3591'GATES, ON A FARM TRACK ROAD TO A BARN AND THE STATION ON
 GA3591'THE LEFT AS DESCRIBED.
 GA3591'
 GA3591'THE STATION MARK IS 51 FEET SOUTHEAST OF A FENCE, 7.5 FEET NORTH OF A
 GA3591'POWER POLE AND 4.5 FEET
 GA3591'SOUTHEAST OF A 4-INCH SASSAFRAS TREE.  THE SURFACE
 GA3591'AND UNDERGROUND MARKS ARE STANDARD
 GA3591'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA3591'AND THE DISKS ARE STAMPED EVANS 1964.  THE
 GA3591'UNDERGROUND MARK IS ABOUT
 GA3591'30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA3591'10-INCH, SQUARE,
 GA3591'FLUSH, CONCRETE MONUMENT.
 GA3591'
 GA3591'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF A FENCE POST AND 1 FOOT
 GA3591'SOUTHEAST OF A FENCE.  IT
 GA3591'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3591'10-INCH, SQUARE, FLUSH,
 GA3591'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3591'EVANS RM-1 1964.
 GA3591'
 GA3591'REFERENCE MARK NO. 2 IS 28 FEET EAST OF THE SOUTHWEST CORNER OF THE
 GA3591'BARN, 21 FEET SOUTH OF
 GA3591'THE SOUTHEAST CORNER OF THE BARN, 2 FEET SOUTHWEST OF A
 GA3591'FENCE POST AND 1 FOOT SOUTHEAST
 GA3591'OF THE FENCE.  IT IS A STANDARD
 GA3591'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3591'10-INCH, SQUARE, FLUSH,
 GA3591'CONCRETE MONUMENT AND THE DISK IS STAMPED EVANS RM-2 1964.
 GA3591'
 GA3591'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA3591'STATE ROUTE 63, 7 FEET
 GA3591'NORTH OF TELEPHONE POLE NO 143 AND 2.2 FEET EAST OF A
 GA3591'WITNESS POST.  IT IS A
 GA3591'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3591'IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA3591'MONUMENT AND THE DISK IS
 GA3591'STAMPED EVANS AZI 1964.
 GA3591'
 GA3591'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3591'
 GA3591'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2700 ***********************************************************************
 GA2700  DESIGNATION -  EVANS AZ MK
 GA2700  PID         -  GA2700
 GA2700  STATE/COUNTY-  TN/CLAIBORNE
 GA2700  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2700
 GA2700                         *CURRENT SURVEY CONTROL
 GA2700  ___________________________________________________________________
 GA2700* NAD 83(1995)-  36 31 30.01006(N)    083 44 56.56183(W)     ADJUSTED  
 GA2700* NAVD 88     -       373.825  (meters)    1226.46   (feet)  ADJUSTED  
 GA2700  ___________________________________________________________________
 GA2700  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 GA2700  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA2700  DYNAMIC HT  -         373.495 (meters)    1225.37  (feet)  COMP
 GA2700  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GA2700
 GA2700  HORZ ORDER  -  SECOND
 GA2700  VERT ORDER  -  SECOND    CLASS 0
 GA2700
 GA2700.The horizontal coordinates were established by classical geodetic methods
 GA2700.and adjusted by the National Geodetic Survey in April 1999..
 GA2700
 GA2700.The orthometric height was determined by differential leveling
 GA2700.and adjusted by the National Geodetic Survey in June 1991..
 GA2700
 GA2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2700
 GA2700.The geoid height was determined by GEOID03.
 GA2700
 GA2700.The dynamic height is computed by dividing the NAVD 88
 GA2700.geopotential number by the normal gravity value computed on the
 GA2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2700.degrees latitude (g = 980.6199 gals.).
 GA2700
 GA2700.The modeled gravity was interpolated from observed gravity values.
 GA2700
 GA2700;                    North         East     Units Scale Factor Converg.
 GA2700;SPC TN       -   245,488.958   801,587.145   MT  1.00002101   +1 19 04.1
 GA2700;SPC TN       -   805,408.36  2,629,873.82   sFT  1.00002101   +1 19 04.1
 GA2700;SPC KY1Z     - 1,023,195.222 1,679,228.688   MT  1.00018029   +1 13 42.6
 GA2700;SPC KY1Z     - 3,356,932.99  5,509,269.45   sFT  1.00018029   +1 13 42.6
 GA2700;SPC KY S     -   523,168.276   679,204.660   MT  1.00004434   +1 12 48.6
 GA2700;SPC KY S     - 1,716,427.92  2,228,357.29   sFT  1.00004434   +1 12 48.6
 GA2700;UTM  17      - 4,045,697.487   253,859.955   MT  1.00034650   -1 38 13.1
 GA2700
 GA2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2700!SPC TN       -   0.99994611  x   1.00002101  =   0.99996712
 GA2700!SPC KY1Z     -   0.99994611  x   1.00018029  =   1.00012639
 GA2700!SPC KY S     -   0.99994611  x   1.00004434  =   0.99999045
 GA2700!UTM  17      -   0.99994611  x   1.00034650  =   1.00029259
 GA2700
 GA2700                          SUPERSEDED SURVEY CONTROL
 GA2700
 GA2700  NAD 83(1995)-  36 31 30.01101(N)    083 44 56.56241(W) AD(       ) 2
 GA2700  NAD 83(1995)-  36 31 30.01167(N)    083 44 56.55597(W) AD(       ) 2
 GA2700  NAD 83(1995)-  36 31 30.01874(N)    083 44 56.56309(W) AD(       ) 2
 GA2700  NAD 83(1986)-  36 31 30.02020(N)    083 44 56.56205(W) AD(       ) 2
 GA2700  NAD 27      -  36 31 29.73700(N)    083 44 56.86581(W) AD(       ) 2
 GA2700  NGVD 29 (??/??/??)  374.04   (m)         1227.2    (f) RESET       3  
 GA2700
 GA2700.Superseded values are not recommended for survey control.
 GA2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2700.See file dsdata.txt to determine how the superseded data were derived.
 GA2700
 GA2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5386045697(NAD 83)
 GA2700_MARKER: DD = SURVEY DISK
 GA2700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2700_SP_SET: MONUMENT
 GA2700_STAMPING: EVANS AZI 1964
 GA2700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2700
 GA2700  HISTORY     - Date     Condition        Report By
 GA2700  HISTORY     - 1964     MONUMENTED       TNHD
 GA2700  HISTORY     - 1965     GOOD             TNHD
 GA2700
 GA2700                          STATION DESCRIPTION
 GA2700
 GA2700'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2700'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 3.95 MILES
 GA2700'WESTERLY ON STATE ROUTE 63
 GA2700'TO THE AZIMUTH MARK ON THE LEFT.
 GA2700'
 GA2700'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2700'STATE ROUTE 63, 7 FEET
 GA2700'NORTH OF TELEPHONE POLE NO 143 AND 2.2 FEET EAST OF A
 GA2700'WITNESS POST.  IT IS A
 GA2700'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2700'IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2700'MONUMENT AND THE DISK IS
 GA2700'STAMPED EVANS AZI 1964.
 GA2700
 GA2700                          STATION RECOVERY (1965)
 GA2700
 GA2700'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2700'4 MI W FROM ARTHUR.
 GA2700'FROM THE POST OFFICE IN ARTHUR, GO 3.95 WESTERLY ON STATE
 GA2700'ROUTE 63 TO THE MARK ON THE LEFT, 21 FEET NORTHWEST OF THE
 GA2700'APPROXIMATE CENTER OF STATE ROUTE 63, 7 FEET NORTH OF TELEPHONE
 GA2700'POLE NO. 143 AND 2.2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 GA2700'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2700'IN A 10-INCH SQUARE, CONCRETE MONUMENT, STAMPED EVANS AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0694 ***********************************************************************
 FC0694  DESIGNATION -  EVANSVILLE
 FC0694  PID         -  FC0694
 FC0694  STATE/COUNTY-  TN/RHEA
 FC0694  USGS QUAD   -  EVENSVILLE (1990)
 FC0694
 FC0694                         *CURRENT SURVEY CONTROL
 FC0694  ___________________________________________________________________
 FC0694* NAD 83(1995)-  35 34 29.00470(N)    084 55 35.72299(W)     ADJUSTED  
 FC0694* NAVD 88     -       316.863  (meters)    1039.57   (feet)  ADJUSTED  
 FC0694  ___________________________________________________________________
 FC0694  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FC0694  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0694  DYNAMIC HT  -         316.562 (meters)    1038.59  (feet)  COMP
 FC0694  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC0694
 FC0694  HORZ ORDER  -  SECOND
 FC0694  VERT ORDER  -  FIRST     CLASS II
 FC0694
 FC0694.The horizontal coordinates were established by classical geodetic methods
 FC0694.and adjusted by the National Geodetic Survey in April 1999..
 FC0694
 FC0694.The orthometric height was determined by differential leveling
 FC0694.and adjusted by the National Geodetic Survey in June 1991..
 FC0694
 FC0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0694
 FC0694.The geoid height was determined by GEOID03.
 FC0694
 FC0694.The dynamic height is computed by dividing the NAVD 88
 FC0694.geopotential number by the normal gravity value computed on the
 FC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0694.degrees latitude (g = 980.6199 gals.).
 FC0694
 FC0694.The modeled gravity was interpolated from observed gravity values.
 FC0694
 FC0694;                    North         East     Units Scale Factor Converg.
 FC0694;SPC TN       -   138,264.737   697,293.604   MT  0.99995859   +0 37 42.3
 FC0694;SPC TN       -   453,623.56  2,287,704.10   sFT  0.99995859   +0 37 42.3
 FC0694;UTM  16      - 3,938,758.986   687,883.058   MT  1.00003502   +1 12 23.7
 FC0694
 FC0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0694!SPC TN       -   0.99995496  x   0.99995859  =   0.99991355
 FC0694!UTM  16      -   0.99995496  x   1.00003502  =   0.99998998
 FC0694
 FC0694|---------------------------------------------------------------------|
 FC0694| PID    Reference Object                     Distance      Geod. Az  |
 FC0694|                                                           dddmmss.s |
 FC0694| FC0695 EVANSVILLE RM 1                      23.482 METERS 02451     |
 FC0694| FC1822 STONE                               APPROX.12.6 KM 0493932.2 |
 FC0694| FC0693 EVANSVILLE AZ MK                                   1051809.2 |
 FC0694| FC0696 EVANSVILLE RM 2                      22.199 METERS 27425     |
 FC0694|---------------------------------------------------------------------|
 FC0694
 FC0694                          SUPERSEDED SURVEY CONTROL
 FC0694
 FC0694  NAD 83(1995)-  35 34 29.00834(N)    084 55 35.72631(W) AD(       ) 2
 FC0694  NAD 83(1986)-  35 34 29.01204(N)    084 55 35.72491(W) AD(       ) 2
 FC0694  NAD 27      -  35 34 28.75900(N)    084 55 35.90100(W) AD(       ) 2
 FC0694  NGVD 29 (??/??/92)  316.939  (m)         1039.82   (f) ADJ UNCH    1 2
 FC0694
 FC0694.Superseded values are not recommended for survey control.
 FC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0694.See file dsdata.txt to determine how the superseded data were derived.
 FC0694
 FC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8788338759(NAD 83)
 FC0694_MARKER: DS = TRIANGULATION STATION DISK
 FC0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0694_STAMPING: EVANSVILLE 1934
 FC0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0694+STABILITY: SURFACE MOTION
 FC0694
 FC0694  HISTORY     - Date     Condition        Report By
 FC0694  HISTORY     - 1934     MONUMENTED       CGS
 FC0694  HISTORY     - 1949     GOOD             TVA
 FC0694  HISTORY     - 1950     GOOD             NGS
 FC0694  HISTORY     - 1962     GOOD             CGS
 FC0694  HISTORY     - 1975     GOOD             NGS
 FC0694
 FC0694                          STATION DESCRIPTION
 FC0694
 FC0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC0694'ABOUT 8-3/4 MILES WEST-NORTHWEST OF DECATUR, 1-1/2 MILES
 FC0694'EAST-NORTHEAST OF EVANSVILLE, ON PROPERTY OF RAY REDMAN, TO NORTH
 FC0694'OF HIS HOME AND OF SCHOOLHOUSE, AND ON TOP OF HILL IN OPEN FIELD OF
 FC0694'SECOND-GROWTH SCRUB OAKS. TO REACH FROM EVANSVILLE RAILROAD
 FC0694'STATION, FOLLOW U.S. ROUTE 27, NORTHEAST 1.55 MILES TO GRAVEL SIDE
 FC0694'ROAD TO RIGHT (SOUTHEAST), TURN RIGHT UP HOLLOW ONTO GRAVEL
 FC0694'ROAD AND GO 0.45 MILE, TURN LEFT JUST BEFORE REACHING CHURCH AND GO
 FC0694'60 YARDS, KEEP TO LEFT FORK, AND GO 0.45 MILE TO PRIVATE ROAD AT
 FC0694'TOP OF GRADE, TURN RIGHT AND FOLLOW PRIVATE ROAD 0.05 MILE TO TOP
 FC0694'OF HILL AND STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC0694'STATION DISKS IN CONCRETE, REFERENCE MARKS ARE
 FC0694'STANDARD REFERENCE DISKS IN CONCRETE,  NO. 1 IS AT SAME
 FC0694'ELEVATION AS AND 77.03 FEET FROM STATION N 24 DEG 51 MIN E.
 FC0694'NO. 2 IS ON DOWNHILL SLOPE AND 73.00 FEET FROM STATION S 94
 FC0694'DEG 25 MIN W. AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 FC0694'12 FEET SOUTH OF CENTER LINE OF COUNTY ROAD AND ABOUT 350
 FC0694'YARDS FROM STATION S 74 DEG 42 MIN E.
 FC0694
 FC0694                          STATION RECOVERY (1949)
 FC0694
 FC0694'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC0694'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. STATION
 FC0694'DISK IS STAMPED EVANSVILLE 1934.
 FC0694'
 FC0694'A POST IS SET AT THE S EDGE OF THE MONUMENT.
 FC0694
 FC0694                          STATION RECOVERY (1950)
 FC0694
 FC0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FC0694'2.8 MI NE FROM EVENSVILLE.
 FC0694'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0694'RAILWAY STATION AT EVENSVILLE, THENCE ABOUT 0.6 MILE SOUTHEAST
 FC0694'ALONG A GRAVEL ROAD LEADING TO SMYRNA CHURCH, THENCE ABOUT 0.45
 FC0694'MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD TO THE TOP OF A GRADE,
 FC0694'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A PRIVATE FIELD ROAD TO
 FC0694'THE TOP OF A HILL OVERGROWN IN SCRUB OAKS, 17 FEET SOUTHEAST OF
 FC0694'THE CENTER LINE OF THE FIELD ROAD, 77 FEET SOUTH-SOUTHWEST OF
 FC0694'R.M. NO. 1, 73 FEET EAST OF R.M. NO. 2, 1 FOOT NORTHEAST OF A
 FC0694'T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE FIELD ROAD AND
 FC0694'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FC0694
 FC0694                          STATION RECOVERY (1962)
 FC0694
 FC0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC0694'RECOVERED IN GOOD CONDITION.
 FC0694
 FC0694                          STATION RECOVERY (1975)
 FC0694
 FC0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC0694'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FC0694'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED BY ROAD WORK.
 FC0694'THE MARK WAS REPORTED AS BEING DESTROYED IN 1972.  THERE IS NO
 FC0694'OBJECT FROM WHICH A NEW AZIMUTH MARK COULD BE SET NOR A SUITABLE
 FC0694'PLACE FOR ONE.  THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED
 FC0694'AS DID THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO
 FC0694'REFERENCE MARK 2 WAS FOUND IN ERROR BY 0.17 OF A FOOT.  A NEW
 FC0694'DESCRIPTION FOLLOWS--
 FC0694'
 FC0694'THE STATION IS 20 FEET SOUTHEAST OF THE CENTERLINE OF A WOODS ROAD,
 FC0694'1 FOOT NORTHEAST OF A METAL WITNESS POST, 5 FEET NORTH OF AN 8 INCH
 FC0694'HICKORY TREE, 3 FEET SOUTHEAST OF A 6 INCH OAK TREE AND 2 FEET
 FC0694'NORTHWEST OF A 4 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES
 FC0694'AND THE DISK IS STAMPED EVANSVILLE 1934.
 FC0694'
 FC0694'TO REACH FROM THE U. S. POST OFFICE AT EVANSVILLE, GO NORTHEAST ON
 FC0694'U. S. HIGHWAY 27 FOR 1.5 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT
 FC0694'AND GO EASTERLY ON THE MAIN ROAD FOR 1.0 MILE TO A DRIVEWAY RIGHT.
 FC0694'TURN RIGHT ON THE DRIVEWAY AND GO WESTERLY FOR 0.2 MILE TO TOP OF
 FC0694'HILL, WOODED AREA AND THE STATION SITE.
 FC0694'
 FC0694'REFERENCE MARK 1 IS 16 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS
 FC0694'ROAD, 25 FEET NORTH OF A 14 INCH OAK TREE AND 1 FOOT SOUTHWEST OF A
 FC0694'METAL WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 FC0694'STAMPED EVANSVILLE NO 1 1934.
 FC0694'
 FC0694'REFERENCE MARK 2 IS 21 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS
 FC0694'ROAD, 16 FEET WEST OF A 10 INCH PINE TREE, 7 FEET NORTHEAST OF AN 8
 FC0694'INCH OAK TREE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE
 FC0694'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED EVANSVILLE NO 2
 FC0694'1934.
 FC0694'
 FC0694'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0694'
 FC0694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 FC0694'NORTHEAST OF EVANSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0695 ***********************************************************************
 FC0695  DESIGNATION -  EVANSVILLE RM 1
 FC0695  PID         -  FC0695
 FC0695  STATE/COUNTY-  TN/RHEA
 FC0695  USGS QUAD   -  EVENSVILLE (1990)
 FC0695
 FC0695                         *CURRENT SURVEY CONTROL
 FC0695  ___________________________________________________________________
 FC0695* NAD 83(1986)-  35 34 28.     (N)    084 55 35.     (W)     SCALED    
 FC0695* NAVD 88     -       317.095  (meters)    1040.34   (feet)  ADJUSTED  
 FC0695  ___________________________________________________________________
 FC0695  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0695  DYNAMIC HT  -         316.794 (meters)    1039.35  (feet)  COMP
 FC0695  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC0695
 FC0695  VERT ORDER  -  FIRST     CLASS II
 FC0695
 FC0695.The horizontal coordinates were scaled from a topographic map and have
 FC0695.an estimated accuracy of +/- 6 seconds.
 FC0695
 FC0695.The orthometric height was determined by differential leveling
 FC0695.and adjusted by the National Geodetic Survey in June 1991..
 FC0695
 FC0695.The geoid height was determined by GEOID03.
 FC0695
 FC0695.The dynamic height is computed by dividing the NAVD 88
 FC0695.geopotential number by the normal gravity value computed on the
 FC0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0695.degrees latitude (g = 980.6199 gals.).
 FC0695
 FC0695.The modeled gravity was interpolated from observed gravity values.
 FC0695
 FC0695;                    North         East    Units  Estimated Accuracy
 FC0695;SPC TN       -   138,230.      697,310.      MT  (+/- 180 meters Scaled)
 FC0695
 FC0695                          SUPERSEDED SURVEY CONTROL
 FC0695
 FC0695  NGVD 29 (??/??/92)  317.170  (m)         1040.58   (f) ADJ UNCH    1 2
 FC0695
 FC0695.Superseded values are not recommended for survey control.
 FC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0695.See file dsdata.txt to determine how the superseded data were derived.
 FC0695
 FC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE879387(NAD 83)
 FC0695_MARKER: DR = REFERENCE MARK DISK
 FC0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0695_STAMPING: EVANSVILLE NO 1 1934
 FC0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0695+STABILITY: SURFACE MOTION
 FC0695
 FC0695  HISTORY     - Date     Condition        Report By
 FC0695  HISTORY     - 1934     MONUMENTED       CGS
 FC0695  HISTORY     - 1950     GOOD             NGS
 FC0695  HISTORY     - 1962     GOOD             CGS
 FC0695
 FC0695                          STATION DESCRIPTION
 FC0695
 FC0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0695'2.8 MI NE FROM EVENSVILLE.
 FC0695'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0695'RAILWAY STATION AT EVENSVILLE, THENCE ABOUT 0.6 MILE SOUTHEAST
 FC0695'ALONG A GRAVEL ROAD LEADING TO SMYRNA CHURCH, THENCE ABOUT 0.45
 FC0695'MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD TO THE TOP OF A GRADE,
 FC0695'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A PRIVATE FIELD ROAD TO THE
 FC0695'TOP OF A HILL OVERGROWN WITH SCRUB OAKS, 17 FEET NORTHWEST OF THE
 FC0695'CENTER LINE OF THE PRIVATE FIELD ROAD, 77 FEET NORTH-NORTHEAST
 FC0695'OF THE STATION MARK, 123 FEET NORTHEAST OF R.M. NO. 2, AND SET
 FC0695'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 FC0695
 FC0695                          STATION RECOVERY (1962)
 FC0695
 FC0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0696 ***********************************************************************
 FC0696  DESIGNATION -  EVANSVILLE RM 2
 FC0696  PID         -  FC0696
 FC0696  STATE/COUNTY-  TN/RHEA
 FC0696  USGS QUAD   -  EVENSVILLE (1990)
 FC0696
 FC0696                         *CURRENT SURVEY CONTROL
 FC0696  ___________________________________________________________________
 FC0696* NAD 83(1986)-  35 34 28.     (N)    084 55 35.     (W)     SCALED    
 FC0696* NAVD 88     -       315.544  (meters)    1035.25   (feet)  ADJUSTED  
 FC0696  ___________________________________________________________________
 FC0696  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0696  DYNAMIC HT  -         315.244 (meters)    1034.26  (feet)  COMP
 FC0696  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC0696
 FC0696  VERT ORDER  -  FIRST     CLASS II
 FC0696
 FC0696.The horizontal coordinates were scaled from a topographic map and have
 FC0696.an estimated accuracy of +/- 6 seconds.
 FC0696
 FC0696.The orthometric height was determined by differential leveling
 FC0696.and adjusted by the National Geodetic Survey in June 1991..
 FC0696
 FC0696.The geoid height was determined by GEOID03.
 FC0696
 FC0696.The dynamic height is computed by dividing the NAVD 88
 FC0696.geopotential number by the normal gravity value computed on the
 FC0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0696.degrees latitude (g = 980.6199 gals.).
 FC0696
 FC0696.The modeled gravity was interpolated from observed gravity values.
 FC0696
 FC0696;                    North         East    Units  Estimated Accuracy
 FC0696;SPC TN       -   138,230.      697,310.      MT  (+/- 180 meters Scaled)
 FC0696
 FC0696                          SUPERSEDED SURVEY CONTROL
 FC0696
 FC0696  NGVD 29 (??/??/92)  315.619  (m)         1035.49   (f) ADJ UNCH    1 2
 FC0696
 FC0696.Superseded values are not recommended for survey control.
 FC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0696.See file dsdata.txt to determine how the superseded data were derived.
 FC0696
 FC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE879387(NAD 83)
 FC0696_MARKER: DR = REFERENCE MARK DISK
 FC0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0696_STAMPING: EVANSVILLE NO 2 1934
 FC0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0696+STABILITY: SURFACE MOTION
 FC0696
 FC0696  HISTORY     - Date     Condition        Report By
 FC0696  HISTORY     - 1934     MONUMENTED       CGS
 FC0696  HISTORY     - 1950     GOOD             NGS
 FC0696  HISTORY     - 1962     GOOD             CGS
 FC0696
 FC0696                          STATION DESCRIPTION
 FC0696
 FC0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0696'2.8 MI NE FROM EVENSVILLE.
 FC0696'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0696'RAILWAY STATION AT EVENSVILLE, THENCE ABOUT 0.6 MILE SOUTHEAST
 FC0696'ALONG A GRAVEL ROAD LEADING TO SMYRNA CHURCH, THENCE ABOUT 0.45
 FC0696'MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD TO THE TOP OF A GRADE,
 FC0696'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A PRIVATE FIELD ROAD TO THE
 FC0696'TOP OF A HILL OVERGROWN WITH SCRUB OAKS, ON THE SOUTHWEST SLOPE OF
 FC0696'THE HILL, 21 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD,
 FC0696'73 FEET WEST OF THE STATION MARK, 123 FEET SOUTHWEST OF R.M. NO. 1,
 FC0696'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FC0696'POST PROJECTING 8 INCHES.
 FC0696
 FC0696                          STATION RECOVERY (1962)
 FC0696
 FC0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1912 ***********************************************************************
 GD1912  PACS        -  This is a Primary Airport Control Station.
 GD1912  DESIGNATION -  EVERPORT
 GD1912  PID         -  GD1912
 GD1912  STATE/COUNTY-  TN/OBION
 GD1912  USGS QUAD   -  HARRIS (1983)
 GD1912
 GD1912                         *CURRENT SURVEY CONTROL
 GD1912  ___________________________________________________________________
 GD1912* NAD 83(1995)-  36 22 54.65206(N)    088 59 01.03323(W)     ADJUSTED  
 GD1912* NAVD 88     -        95.23   (meters)     312.4    (feet)  GPS OBS   
 GD1912  ___________________________________________________________________
 GD1912  X           -      91,192.897 (meters)                     COMP
 GD1912  Y           -  -5,140,224.903 (meters)                     COMP
 GD1912  Z           -   3,762,426.891 (meters)                     COMP
 GD1912  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD1912  ELLIP HEIGHT-          67.03  (meters)          (02/20/01) GPS OBS
 GD1912  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1912
 GD1912  HORZ ORDER  -  B
 GD1912  ELLP ORDER  -  SECOND    CLASS I
 GD1912
 GD1912.This mark is at Everett-Stewart Airport (UCY)
 GD1912
 GD1912.The horizontal coordinates were established by GPS observations
 GD1912.and adjusted by the National Geodetic Survey in February 2001..
 GD1912
 GD1912.The orthometric height was determined by GPS observations and a
 GD1912.high-resolution geoid model.
 GD1912
 GD1912.GPS derived orthometric heights for airport stations designated as
 GD1912.PACS or SACS are published to 2 decimal places.  This maintains
 GD1912.centimeter relative accuracy between the PACS and SACS.  It does
 GD1912.not indicate centimeter accuracy relative to other marks which are
 GD1912.part of the NAVD 88 network.
 GD1912
 GD1912.Photographs are available for this station.
 GD1912
 GD1912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1912
 GD1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1912
 GD1912.The ellipsoidal height was determined by GPS observations
 GD1912.and is referenced to NAD 83.
 GD1912
 GD1912.The geoid height was determined by GEOID03.
 GD1912
 GD1912;                    North         East     Units Scale Factor Converg.
 GD1912;SPC TN       -   231,365.367   332,331.695   MT  0.99999401   -1 44 48.2
 GD1912;SPC TN       -   759,071.21  1,090,324.90   sFT  0.99999401   -1 44 48.2
 GD1912;UTM  16      - 4,028,129.630   322,076.215   MT  0.99999005   -1 10 36.9
 GD1912
 GD1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1912!SPC TN       -   0.99998948  x   0.99999401  =   0.99998349
 GD1912!UTM  16      -   0.99998948  x   0.99999005  =   0.99997953
 GD1912
 GD1912:                Primary Azimuth Mark                     Grid Az
 GD1912:SPC TN       -  EVERPORT AZ MK                           008 23 57.0
 GD1912:UTM  16      -  EVERPORT AZ MK                           007 49 45.7
 GD1912
 GD1912|---------------------------------------------------------------------|
 GD1912| PID    Reference Object                     Distance      Geod. Az  |
 GD1912|                                                           dddmmss.s |
 GD1912| GD1913 EVERPORT AZ MK                      APPROX. 0.7 KM 0063908.8 |
 GD1912|---------------------------------------------------------------------|
 GD1912
 GD1912                          SUPERSEDED SURVEY CONTROL
 GD1912
 GD1912  NAD 83(1995)-  36 22 54.65178(N)    088 59 01.03335(W) AD(       ) 3
 GD1912  ELLIP H (04/12/99)   67.06   (m)                       GP(       ) 4 1
 GD1912  NAD 83(1995)-  36 22 54.65178(N)    088 59 01.03432(W) AD(       ) 3
 GD1912  NAD 83(1995)-  36 22 54.65157(N)    088 59 01.03482(W) AD(       ) 3
 GD1912  NGVD 29 (09/17/90)   95.1    (m)          312.     (f) GPS OBS        
 GD1912
 GD1912.Superseded values are not recommended for survey control.
 GD1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1912.See file dsdata.txt to determine how the superseded data were derived.
 GD1912
 GD1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2207628130(NAD 83)
 GD1912_MARKER: I = METAL ROD
 GD1912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1912_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1912_STAMPING: EVERPORT 1987
 GD1912_MARK LOGO: NGS   
 GD1912_PROJECTION: RECESSED 5 CENTIMETERS
 GD1912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD1912+STABILITY: POSITION/ELEVATION WELL
 GD1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1912+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1912_ROD/PIPE-DEPTH: 23.1 meters
 GD1912_SLEEVE-DEPTH  : 0.9 meters
 GD1912
 GD1912  HISTORY     - Date     Condition        Report By
 GD1912  HISTORY     - 1987     MONUMENTED       NGS
 GD1912  HISTORY     - 19890425 GOOD
 GD1912  HISTORY     - 19890615 GOOD             NGS
 GD1912  HISTORY     - 1999     GOOD             LOWE
 GD1912  HISTORY     - 20030811 GOOD             USACE
 GD1912
 GD1912                          STATION DESCRIPTION
 GD1912
 GD1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GD1912'1.0 MILE SOUTH ALONG STATE HIGHWAY 22 AND US HIGHWAY 45 W NORTH FROM
 GD1912'THE JUNCTION OF US HIGHWAY 45 W AND STATE HIGHWAYS 5 AND 21 IN
 GD1912'UNION CITY TO THE JUNCTION OF US HIGHWAY NORTH CONTINUE 3.9 MILES
 GD1912'SOUTH ALONG STATE HIGHWAY 22 TO THE JUNCTION OF A BLACK TOP ROAD,
 GD1912'THENCE 0.50 MILE SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION THENCE
 GD1912'0.15 MILE SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION THENCE 0.15
 GD1912'MILE SOUTHWEST ALONG BLACK TOP ROAD TO THE JUNCTION OF AIRPORT
 GD1912'ENTRANCE DRIVE, THENCE 0.05 WEST ALONG AIRPORT ENTRANCE DRIVE TO THE
 GD1912'OFFICE BUILDING OF THE EVERETT STEWART AIRPORT THENCE 0.10 MILE
 GD1912'SOUTHWEST ACROSS TAXIWAY TO MARK A 3-D MARK, A STAINLESS STEEL
 GD1912'ROD DRIVEN 76.0 FEET TO REFUSAL 5 INCHES BELOW GROUND ENCASED
 GD1912'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH
 GD1912'PVC PIPE WITH LOGO CAP ---STAMPED EVERPORT 1987, 2 INCHES BELOW
 GD1912'GROUND WITH A RAILROAD SPIKE IN CONCRETE, 16.6 OF SOUTHEAST EDGE OF
 GD1912'RUNWAY 57.7 FEET SOUTH SOUTHWEST OF SOUTH SOUTHWEST EDGE OF TAXIWAY
 GD1912'CROSS OVER, 91.4 FEET WEST OF THE CENTER OF A TAXIWAY GUIDANCE SIGN
 GD1912'61.5 FEET EAST OF STEEL PIPE FOR A TAXIWAY GUIDANCE SIGN, AND 1.0
 GD1912'FOOT NORTH OF A FIBERGLASS WITNESS POST.
 GD1912'
 GD1912'NOTE-- CONTACT JOHN MCSHANE (AIRPORT MANAGER) 885-0570 HOME OR
 GD1912'885-1221 OFFICE OR SHERIFF OFFICE 885-5832 BEFORE WORKING ON AIRPORTS.
 GD1912
 GD1912                          STATION RECOVERY (1989)
 GD1912
 GD1912'RECOVERED 1989
 GD1912'RECOVERED IN GOOD CONDITION.
 GD1912
 GD1912                          STATION RECOVERY (1989)
 GD1912
 GD1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1912'THE STATION IS LOCATED ON THE EAST SIDE OF THE RUNWAY ABOUT MIDFIELD.
 GD1912'THE STATION IS 90.2 FEET (27.5 M) NORTHWEST FROM A SIGN R01, 67.2 FEET
 GD1912'(20.5 M) SOUTHEAST FROM A TAXIWAY RUNWAY LIGHT, 60.2 FEET (18.3 M)
 GD1912'SOUTHWEST FROM A TAXIWAY LIGHT REFLECTOR, 52.4 FEET (16.0 M) SOUTH
 GD1912'FROM THE TAXIWAY AT THE RUNWAY JUNCTION, AND 1 FOOT (0.3 M) NORTHEAST
 GD1912'FROM A CARSONITE WITNESS POST.  THE STATION IS A PUNCH HOLE IN A
 GD1912'STAINLESS STEEL ROD BENEATH AN ACCESS COVER STAMPED EVERPORT 1987.
 GD1912
 GD1912                          STATION RECOVERY (1999)
 GD1912
 GD1912'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1912'RECOVERED 1999
 GD1912'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 GD1912'AIRPORT CONTROL STATION.
 GD1912' 
 GD1912' 
 GD1912'
 GD1912
 GD1912                          STATION RECOVERY (2003)
 GD1912
 GD1912'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1913 ***********************************************************************
 GD1913  SACS        -  This is a Secondary Airport Control Station.
 GD1913  DESIGNATION -  EVERPORT AZ MK
 GD1913  PID         -  GD1913
 GD1913  STATE/COUNTY-  TN/OBION
 GD1913  USGS QUAD   -  HARRIS (1983)
 GD1913
 GD1913                         *CURRENT SURVEY CONTROL
 GD1913  ___________________________________________________________________
 GD1913* NAD 83(1995)-  36 23 17.61733(N)    088 58 57.72046(W)     ADJUSTED  
 GD1913* NAVD 88     -        93.28   (meters)     306.0    (feet)  GPS OBS   
 GD1913  ___________________________________________________________________
 GD1913  X           -      91,267.969 (meters)                     COMP
 GD1913  Y           -  -5,139,802.009 (meters)                     COMP
 GD1913  Z           -   3,762,995.618 (meters)                     COMP
 GD1913  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GD1913  ELLIP HEIGHT-          65.08  (meters)          (02/20/01) GPS OBS
 GD1913  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1913
 GD1913  HORZ ORDER  -  FIRST
 GD1913  ELLP ORDER  -  SECOND    CLASS I
 GD1913
 GD1913.This mark is at Everett-Stewart Airport (UCY)
 GD1913
 GD1913.The horizontal coordinates were established by GPS observations
 GD1913.and adjusted by the National Geodetic Survey in February 2001..
 GD1913
 GD1913.The orthometric height was determined by GPS observations and a
 GD1913.high-resolution geoid model.
 GD1913
 GD1913.GPS derived orthometric heights for airport stations designated as
 GD1913.PACS or SACS are published to 2 decimal places.  This maintains
 GD1913.centimeter relative accuracy between the PACS and SACS.  It does
 GD1913.not indicate centimeter accuracy relative to other marks which are
 GD1913.part of the NAVD 88 network.
 GD1913
 GD1913.Photographs are available for this station.
 GD1913
 GD1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1913
 GD1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1913
 GD1913.The ellipsoidal height was determined by GPS observations
 GD1913.and is referenced to NAD 83.
 GD1913
 GD1913.The geoid height was determined by GEOID03.
 GD1913
 GD1913;                    North         East     Units Scale Factor Converg.
 GD1913;SPC TN       -   232,070.398   332,435.795   MT  0.99999508   -1 44 46.3
 GD1913;SPC TN       -   761,384.30  1,090,666.44   sFT  0.99999508   -1 44 46.3
 GD1913;UTM  16      - 4,028,835.658   322,173.299   MT  0.99998962   -1 10 35.6
 GD1913
 GD1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1913!SPC TN       -   0.99998979  x   0.99999508  =   0.99998487
 GD1913!UTM  16      -   0.99998979  x   0.99998962  =   0.99997941
 GD1913
 GD1913:                Primary Azimuth Mark                     Grid Az
 GD1913:SPC TN       -  EVERPORT                                 188 23 57.1
 GD1913:UTM  16      -  EVERPORT                                 187 49 46.4
 GD1913
 GD1913|---------------------------------------------------------------------|
 GD1913| PID    Reference Object                     Distance      Geod. Az  |
 GD1913|                                                           dddmmss.s |
 GD1913| GD1912 EVERPORT                            APPROX. 0.7 KM 1863910.8 |
 GD1913|---------------------------------------------------------------------|
 GD1913
 GD1913                          SUPERSEDED SURVEY CONTROL
 GD1913
 GD1913  NAD 83(1995)-  36 23 17.61733(N)    088 58 57.72061(W) AD(       ) 3
 GD1913  ELLIP H (04/12/99)   65.12   (m)                       GP(       ) 4 1
 GD1913  NAD 83(1995)-  36 23 17.61733(N)    088 58 57.72163(W) AD(       ) 3
 GD1913  NAD 83(1995)-  36 23 17.61711(N)    088 58 57.72210(W) AD(       ) 3
 GD1913  NGVD 29 (09/17/90)   93.2    (m)          306.     (f) GPS OBS        
 GD1913
 GD1913.Superseded values are not recommended for survey control.
 GD1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1913.See file dsdata.txt to determine how the superseded data were derived.
 GD1913
 GD1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2217328836(NAD 83)
 GD1913_MARKER: I = METAL ROD
 GD1913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1913_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1913_STAMPING: EVERPORT AZ MK 1987
 GD1913_MARK LOGO: NGS   
 GD1913_PROJECTION: RECESSED 5 CENTIMETERS
 GD1913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD1913+STABILITY: POSITION/ELEVATION WELL
 GD1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1913+SATELLITE: SATELLITE OBSERVATIONS - 1999
 GD1913_ROD/PIPE-DEPTH: 13.1 meters
 GD1913_SLEEVE-DEPTH  : 0.9 meters
 GD1913
 GD1913  HISTORY     - Date     Condition        Report By
 GD1913  HISTORY     - 1987     MONUMENTED       NGS
 GD1913  HISTORY     - 19890425 GOOD
 GD1913  HISTORY     - 19890615 GOOD             NGS
 GD1913  HISTORY     - 1999     GOOD             LOWE
 GD1913
 GD1913                          STATION DESCRIPTION
 GD1913
 GD1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GD1913'1.0 MILE SOUTH ALONG STATE HIGHWAY 22 AND US HIGHWAY 45 W NORTH FROM
 GD1913'THE JUNCTION OF US HIGHWAY 45 W AND STATE HIGHWAYS 5 AND 21 IN
 GD1913'UNION CITY TO THE JUNCTION OF US HIGHWAY 45 W NORTH CONTINUE 3.9 MILES
 GD1913'SOUTH ALONG STATE HIGHWAY 22 TO THE JUNCTION OF A BLACK TOP ROAD,
 GD1913'THENCE 0.50 MILE SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION THENCE
 GD1913'0.15 MILE SOUTH ALONG SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION
 GD1913'THENCE 0.15 MILE SOUTHWEST ALONG BLACK TOP ROAD TO THE JUNCTION OF
 GD1913'AIRPORT ENTRANCE RIVE, THENCE 0.05 MILE WEST ALONG AIRPORT ENTRANCE
 GD1913'DRIVE TO THE OFFICE BUILDING FOR THE EVERETT STEWART AIRPORT, THENCE
 GD1913'0.35 MILE NORTHEAST ALONG TAXIWAY TO END OF RUNWAY AND MARK A 3-D
 GD1913'MARK, A STAINLESS STEEL ROD DRIVEN 43.0 FEET, 5 INCHES BELOW
 GD1913'GROUND ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 GD1913'IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED EVERPORT AZ MK 1987, 2
 GD1913'INCHES BELOW GROUND, WITH A REBAR IN CONCRETE, 86.0 FEET EAST OF EAST
 GD1913'EDGE OF RUNWAY 92.3 FEET WEST OF WEST EDGE OF TAXIWAY, 73.0 FEET
 GD1913'SOUTHWEST OF CENTER OF CONCRETE CULVERT WITH HEADWALL, 40.0 FEET
 GD1913'SOUTH OF SOUTH EDGE OF CROSSOVER, 57.3 FEET NORTHEAST OF CENTER
 GD1913'OF NORTHERN VAGI, AND 0.6 FOOT NORTH OF FIBERGLASS WITNESS POST.
 GD1913'
 GD1913'NOTE-- DRIVING STUD SNAPPED OFF, AND WAS UNABLE TO GET ROD UNDONE
 GD1913'BUT ROD WAS SOLID IN GROUND.
 GD1913
 GD1913                          STATION RECOVERY (1989)
 GD1913
 GD1913'RECOVERED 1989
 GD1913'RECOVERED IN GOOD CONDITION.
 GD1913
 GD1913                          STATION RECOVERY (1989)
 GD1913
 GD1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1913'THE STATION IS LOCATED ON THE EAST SIDE OF THE NORTH END OF THE
 GD1913'AIRPORT.  THE STATION IS 65.5 FEET (20.0 M) SOUTH FROM THE
 GD1913'NORTHERNMOST TAXIWAY LIGHT, 85.8 FEET (26.2 M) SOUTHEAST FROM THE
 GD1913'RUNWAY EDGE, 54.0 FEET (16.5 M) EAST FROM THE EAST EDGE OF THE
 GD1913'NORTHERNMOST VASI, 39.7 FEET (12.1 M) SOUTHEAST FROM THE SOUTHEAST
 GD1913'EDGE OF THE NORTHERNMOST TAXIWAY,33.7 FEET WEST FROM THE THIRD TAXIWAY
 GD1913'LIGHT SOUTH FROM THE RUNWAY, AND 1.0 FOOT (0.3 M) NORTHEAST FROM A
 GD1913'CARSONITE WITNESS POST.  THE STATION IS A PUNCH HOLE IN A STAINLESS
 GD1913'STEEL ROD BENEATH AN ACCESS COVER STAMPED EVERPORT AZ MK 1987.
 GD1913
 GD1913                          STATION RECOVERY (1999)
 GD1913
 GD1913'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1913'RECOVERED 1999
 GD1913'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1913'SECONDARY AIRPORT CONTROL STATION.
 GD1913' 
 GD1913' 
 GD1913'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2589 ***********************************************************************
 GC2589  DESIGNATION -  EWEN
 GC2589  PID         -  GC2589
 GC2589  STATE/COUNTY-  TN/HUMPHREYS
 GC2589  USGS QUAD   -  MC EWEN (1982)
 GC2589
 GC2589                         *CURRENT SURVEY CONTROL
 GC2589  ___________________________________________________________________
 GC2589* NAD 83(1995)-  36 06 22.53494(N)    087 38 09.75066(W)     ADJUSTED  
 GC2589* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GC2589  ___________________________________________________________________
 GC2589  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC2589  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2589
 GC2589  HORZ ORDER  -  SECOND
 GC2589
 GC2589.The horizontal coordinates were established by classical geodetic methods
 GC2589.and adjusted by the National Geodetic Survey in April 1999..
 GC2589
 GC2589.The orthometric height was scaled from a topographic map.
 GC2589
 GC2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2589
 GC2589.The geoid height was determined by GEOID03.
 GC2589
 GC2589;                    North         East     Units Scale Factor Converg.
 GC2589;SPC TN       -   197,936.727   452,699.382   MT  0.99995965   -0 57 28.1
 GC2589;SPC TN       -   649,397.41  1,485,231.22   sFT  0.99995965   -0 57 28.1
 GC2589;UTM  16      - 3,995,921.566   442,751.699   MT  0.99964038   -0 22 29.4
 GC2589
 GC2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2589!SPC TN       -   0.99996387  x   0.99995965  =   0.99992352
 GC2589!UTM  16      -   0.99996387  x   0.99964038  =   0.99960426
 GC2589
 GC2589|---------------------------------------------------------------------|
 GC2589| PID    Reference Object                     Distance      Geod. Az  |
 GC2589|                                                           dddmmss.s |
 GC2589| GC2591 MC EWEN MUNICIPAL TANK               13.867 METERS 13447     |
 GC2589| CG5765 EWEN RM 2                            27.083 METERS 20630     |
 GC2589| CG5764 EWEN RM 1                            27.928 METERS 32553     |
 GC2589| GC1546 Q 27                                               3360034.2 |
 GC2589|---------------------------------------------------------------------|
 GC2589
 GC2589                          SUPERSEDED SURVEY CONTROL
 GC2589
 GC2589  NAD 83(1995)-  36 06 22.53639(N)    087 38 09.75400(W) AD(       ) 2
 GC2589  NAD 83(1995)-  36 06 22.53766(N)    087 38 09.75476(W) AD(       ) 2
 GC2589  NAD 83(1986)-  36 06 22.54499(N)    087 38 09.75234(W) AD(       ) 2
 GC2589  NAD 27      -  36 06 22.32900(N)    087 38 09.68800(W) AD(       ) 2
 GC2589
 GC2589.Superseded values are not recommended for survey control.
 GC2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2589.See file dsdata.txt to determine how the superseded data were derived.
 GC2589
 GC2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4275295922(NAD 83)
 GC2589_MARKER: DS = TRIANGULATION STATION DISK
 GC2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2589
 GC2589  HISTORY     - Date     Condition        Report By
 GC2589  HISTORY     - 1952     MONUMENTED       CGS
 GC2589  HISTORY     - 1961     GOOD             TNHD
 GC2589  HISTORY     - 1972     GOOD             LOCENG
 GC2589
 GC2589                          STATION DESCRIPTION
 GC2589
 GC2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2589'STATION IS LOCATED IN THE SOUTHWEST EDGE OF MC EWEN AT THE MC EWEN
 GC2589'MUNICIPAL WATER TANK AND IS ON PROPERTY OWNED BY THE TOWN.  IT IS
 GC2589'45.5 FEET NORTHWEST OF THE CENTER OF THE BASE OF THE WATER TANK, 45
 GC2589'FEET NORTHWEST OF THE NORTHEAST LEG OF THE TANK, 45 FEET EAST OF THE
 GC2589'CENTER OF A DRIVEWAY, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2589'THE WEST WING OF A CONCRETE BLOCK BUILDING AND 19 FEET NORTH OF
 GC2589'THE NORTHWEST LEG OF THE TANK.  THE MARK IS FLUSH AND THE DISK IS
 GC2589'STAMPED EWEN 1952.
 GC2589'
 GC2589'REFERENCE MARK NO. 1 IS 52 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GC2589'THE CONCRETE BLOCK BUILDING, 28 FEET EAST OF THE CENTER OF A PAVED
 GC2589'STREET AND 1 FOOT EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  THE
 GC2589'MARK IS FLUSH AND THE DISK IS STAMPED EWEN NO 1 1952.
 GC2589'
 GC2589'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE SOUTHWEST LEG OF THE
 GC2589'WATER TANK, 60 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE
 GC2589'AND 23 FEET NORTHEAST OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND
 GC2589'THE DISK IS STAMPED EWEN NO 2 1952.
 GC2589'
 GC2589'BENCH MARK Q 27 WAS USED AS AN AZIMUTH MARK.  IT IS 48 FEET NORTH OF
 GC2589'THE NORTH RAIL OF A RAILROAD, 30 FEET WEST OF THE CENTER OF A PAVED
 GC2589'STREET, 6 FT SE OF A LARGE CONCRETE POST AT THE SOUTHEAST ENTRANCE OF
 GC2589'THE ST. PATRICKS CATHOLIC CHURCH AND SCHOOL AND 2
 GC2589'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS A 12X12 INCH
 GC2589'CONCRETE POST WHICH PROJECTS 6 INCHES WITH A STANDARD U.S.
 GC2589'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP STAMPED Q 27
 GC2589'1934.
 GC2589'
 GC2589'TO REACH THE BENCH MARK Q 27 FROM THE STATION, GO NORTH ON A PAVED
 GC2589'STREET FOR 0.05 MILE TO U.S. HIGHWAY 70, CONTINUE NORTH ON PAVED
 GC2589'STREET FOR 0.15 MILE TO A RAILROAD CROSSING AND ENTRANCE INTO THE ST.
 GC2589'PATRICKS CATHOLIC CHURCH AND THE MARK AS DESCRIBED.
 GC2589'
 GC2589'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2589
 GC2589                          STATION RECOVERY (1961)
 GC2589
 GC2589'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2589'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2589'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE MARKS AND
 GC2589'THE STATION AND WERE FOUND TO CHECK THE 1952 MEASUREMENTS.  THE
 GC2589'1952 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2589
 GC2589                          STATION RECOVERY (1972)
 GC2589
 GC2589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2589'EWEN STATION MARK RECOVERED IN GOOD CONDITION.
 GC2589'
 GC2589'EWEN 1952 FOUND STAMPED ON THE POINT.
 GC2589'
 GC2589'DESCRIPTION AS IN BULLETIN.
 GC2589'REF. MK. NO. 1 RECOVERED IN GOOD CONDITION.
 GC2589'REF. MK. NO. 2 RECOVERED IN GOOD CONDITION.
 GC2589'AZ. MK.-RECOVERED IN GOOD CONDITION.  ADD TO DESCRIPTION--34 FEET
 GC2589'W OF CENTER LINE OF STREET, 18.1 FEET S 30 DEG W OF 14 INCH CEDAR,
 GC2589'11.6 FEET N 70 DEG E OF 14 INCH CEDAR.
 GC2589'
 GC2589'DISTANCE AND DIRECTION FROM NEAREST TOWN AT WATER TANK IN MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0493 ***********************************************************************
 GC0493  DESIGNATION -  EWING
 GC0493  PID         -  GC0493
 GC0493  STATE/COUNTY-  TN/DAVIDSON
 GC0493  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0493
 GC0493                         *CURRENT SURVEY CONTROL
 GC0493  ___________________________________________________________________
 GC0493* NAD 83(1995)-  36 13 40.23265(N)    086 46 28.97246(W)     ADJUSTED  
 GC0493* NAVD 88     -       188.723  (meters)     619.17   (feet)  ADJUSTED  
 GC0493  ___________________________________________________________________
 GC0493  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GC0493  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0493  DYNAMIC HT  -         188.562 (meters)     618.64  (feet)  COMP
 GC0493  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GC0493
 GC0493  HORZ ORDER  -  THIRD
 GC0493  VERT ORDER  -  SECOND    CLASS 0
 GC0493
 GC0493.The horizontal coordinates were established by classical geodetic methods
 GC0493.and adjusted by the National Geodetic Survey in April 1999..
 GC0493
 GC0493.The orthometric height was determined by differential leveling
 GC0493.and adjusted by the National Geodetic Survey in June 1991..
 GC0493
 GC0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0493
 GC0493.The geoid height was determined by GEOID03.
 GC0493
 GC0493.The dynamic height is computed by dividing the NAVD 88
 GC0493.geopotential number by the normal gravity value computed on the
 GC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0493.degrees latitude (g = 980.6199 gals.).
 GC0493
 GC0493.The modeled gravity was interpolated from observed gravity values.
 GC0493
 GC0493;                    North         East     Units Scale Factor Converg.
 GC0493;SPC TN       -   210,471.764   530,353.037   MT  0.99997195   -0 27 12.8
 GC0493;SPC TN       -   690,522.78  1,739,999.92   sFT  0.99997195   -0 27 12.8
 GC0493;UTM  16      - 4,009,243.511   520,245.890   MT  0.99960505   +0 07 59.3
 GC0493
 GC0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0493!SPC TN       -   0.99997499  x   0.99997195  =   0.99994694
 GC0493!UTM  16      -   0.99997499  x   0.99960505  =   0.99958005
 GC0493
 GC0493|---------------------------------------------------------------------|
 GC0493| PID    Reference Object                     Distance      Geod. Az  |
 GC0493|                                                           dddmmss.s |
 GC0493| GC0492 EWING RM 1                           11.772 METERS 10408     |
 GC0493| GC0494 EWING RM 2                           10.903 METERS 19821     |
 GC0493| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 4.6 KM 3452046.6 |
 GC0493|---------------------------------------------------------------------|
 GC0493
 GC0493                          SUPERSEDED SURVEY CONTROL
 GC0493
 GC0493  NAD 83(1995)-  36 13 40.23442(N)    086 46 28.97438(W) AD(       ) 3
 GC0493  NAD 83(1995)-  36 13 40.23704(N)    086 46 28.97495(W) AD(       ) 3
 GC0493  NAD 83(1986)-  36 13 40.24271(N)    086 46 28.97572(W) AD(       ) 3
 GC0493  NAD 27      -  36 13 40.04550(N)    086 46 28.98204(W) AD(       ) 3
 GC0493  NGVD 29 (??/??/92)  188.755  (m)          619.27   (f) ADJ UNCH    2 0
 GC0493
 GC0493.Superseded values are not recommended for survey control.
 GC0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0493.See file dsdata.txt to determine how the superseded data were derived.
 GC0493
 GC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2024609244(NAD 83)
 GC0493_MARKER: DE = TRAVERSE STATION DISK
 GC0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0493_STAMPING: EWING 1959
 GC0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0493+STABILITY: SURFACE MOTION
 GC0493
 GC0493  HISTORY     - Date     Condition        Report By
 GC0493  HISTORY     - 1959     MONUMENTED       CGS
 GC0493  HISTORY     - 1960     GOOD             NGS
 GC0493  HISTORY     - 1965     GOOD             CGS
 GC0493  HISTORY     - 1967     GOOD             CGS
 GC0493  HISTORY     - 1967     GOOD             NGS
 GC0493
 GC0493                          STATION DESCRIPTION
 GC0493
 GC0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0493'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE BUSINESS DISTRICT
 GC0493'OF NASHVILLE, ABOUT 0.4 MILE EAST OF BRICK CHURCH PIKE, 0.2 MILE
 GC0493'SOUTH OF EWING LANE AND NEAR THE SUMMIT OF THE HILL ON WHICH IS
 GC0493'LOCATED THE RESIDENCE OF C.H. WILES.
 GC0493'
 GC0493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 31W, 41
 GC0493'AND 431 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTHWEST ON
 GC0493'U.S. HIGHWAY 431 FOR 0.35 MILE TO BRICK CHURCH PIKE ON THE RIGHT,
 GC0493'TURN RIGHT GOING NORTH ON BRICK CHURCH PIKE FOR 0.9 MILE TO A
 GC0493'CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 1.75 MILES TO EWING LANE ON
 GC0493'THE RIGHT, TURN RIGHT GOING EAST ON EWING LANE FOR 0.3 MILE TO A
 GC0493'PRIVATE ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW PRIVATE ROAD FOR
 GC0493'0.35 MILE TO THE C.H. WILES RESIDENCE AND THE STATION SITE AS
 GC0493'DESCRIBED.
 GC0493'
 GC0493'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED EWING 1959.  THE
 GC0493'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC0493'WITH THE SURFACE OF THE GROUND.  IT IS 103 FEET EAST-NORTHEAST OF THE
 GC0493'SOUTHEAST CORNER OF GARAGE AND HOUSE AND 13 FEET NORTH OF THE
 GC0493'APPROXIMATE CENTER OF DRIVEWAY.
 GC0493'
 GC0493'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0493'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED EWING
 GC0493'1959.
 GC0493'
 GC0493'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED EWING NO 1
 GC0493'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0493'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTH
 GC0493'OF THE APPROXIMATE CENTER OF DRIVEWAY, 6 FEET NORTHWEST OF A SMALL
 GC0493'TREE AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GC0493'
 GC0493'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED EWING NO 2
 GC0493'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0493'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET EAST OF
 GC0493'THE SOUTHEAST CORNER OF GARAGE AND HOUSE, 23 FEET SOUTH OF THE
 GC0493'APPROXIMATE CENTER OF DRIVEWAY AND 27 FEET WEST OF A 10-INCH TREE.
 GC0493'
 GC0493'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 GC0493'
 GC0493'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GC0493
 GC0493                          STATION RECOVERY (1960)
 GC0493
 GC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0493'IN NASHVILLE.
 GC0493'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0493'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0493'DICKERSON ROAD FOR 1.6 MILES, THEN 1.0 MILE WEST ON EWING DRIVE
 GC0493'TO A PRIVATE DRIVE, THEN 0.35 MILE SOUTH ON THE PRIVATE DRIVE TO
 GC0493'THE C.H. WILES RESIDENCE.  THE STATION MARK IS 103 FT.
 GC0493'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF GARAGE AND A HOUSE AND
 GC0493'13 FT. NORTH OF THE CENTER OF THE DRIVEWAY SET IN THE TOP OF A
 GC0493'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0493
 GC0493                          STATION RECOVERY (1965)
 GC0493
 GC0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC0493'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GC0493'DESCRIBED.  THE 1959 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC0493
 GC0493                          STATION RECOVERY (1967)
 GC0493
 GC0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0493'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN HORIZONTAL
 GC0493'CONTROL DATA PUBLISHED MAY 1960, QUAD 360863, STATION 1041.
 GC0493'
 GC0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GC0493'OF THE CENTER OF NASHVILLE.
 GC0493
 GC0493                          STATION RECOVERY (1967)
 GC0493
 GC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0492 ***********************************************************************
 GC0492  DESIGNATION -  EWING RM 1
 GC0492  PID         -  GC0492
 GC0492  STATE/COUNTY-  TN/DAVIDSON
 GC0492  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0492
 GC0492                         *CURRENT SURVEY CONTROL
 GC0492  ___________________________________________________________________
 GC0492* NAD 83(1986)-  36 13 40.     (N)    086 46 28.     (W)     SCALED    
 GC0492* NAVD 88     -       187.812  (meters)     616.18   (feet)  ADJUSTED  
 GC0492  ___________________________________________________________________
 GC0492  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0492  DYNAMIC HT  -         187.653 (meters)     615.66  (feet)  COMP
 GC0492  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GC0492
 GC0492  VERT ORDER  -  SECOND    CLASS 0
 GC0492
 GC0492.The horizontal coordinates were scaled from a topographic map and have
 GC0492.an estimated accuracy of +/- 6 seconds.
 GC0492
 GC0492.The orthometric height was determined by differential leveling
 GC0492.and adjusted by the National Geodetic Survey in June 1991..
 GC0492
 GC0492.The geoid height was determined by GEOID03.
 GC0492
 GC0492.The dynamic height is computed by dividing the NAVD 88
 GC0492.geopotential number by the normal gravity value computed on the
 GC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0492.degrees latitude (g = 980.6199 gals.).
 GC0492
 GC0492.The modeled gravity was interpolated from observed gravity values.
 GC0492
 GC0492;                    North         East    Units  Estimated Accuracy
 GC0492;SPC TN       -   210,460.      530,380.      MT  (+/- 180 meters Scaled)
 GC0492
 GC0492                          SUPERSEDED SURVEY CONTROL
 GC0492
 GC0492  NGVD 29 (??/??/92)  187.845  (m)          616.29   (f) ADJ UNCH    2 0
 GC0492
 GC0492.Superseded values are not recommended for survey control.
 GC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0492.See file dsdata.txt to determine how the superseded data were derived.
 GC0492
 GC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF202092(NAD 83)
 GC0492_MARKER: DR = REFERENCE MARK DISK
 GC0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0492_STAMPING: EWING NO 1 1959
 GC0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0492+STABILITY: SURFACE MOTION
 GC0492
 GC0492  HISTORY     - Date     Condition        Report By
 GC0492  HISTORY     - 1959     MONUMENTED       CGS
 GC0492  HISTORY     - 1960     GOOD             NGS
 GC0492  HISTORY     - 1967     GOOD             NGS
 GC0492
 GC0492                          STATION DESCRIPTION
 GC0492
 GC0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0492'IN NASHVILLE.
 GC0492'THIS MARK IS LOCATED AT THE EWING 1959 STATION SITE, 38.6 FT.
 GC0492'EAST-SOUTHEAST OF THE STATION MARK, 21 FT. NORTH OF THE CENTER
 GC0492'OF THE DRIVEWAY, 6 FT. NORTHWEST OF A SMALL TREE SET IN THE TOP
 GC0492'OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0492
 GC0492                          STATION RECOVERY (1967)
 GC0492
 GC0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0494 ***********************************************************************
 GC0494  DESIGNATION -  EWING RM 2
 GC0494  PID         -  GC0494
 GC0494  STATE/COUNTY-  TN/DAVIDSON
 GC0494  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0494
 GC0494                         *CURRENT SURVEY CONTROL
 GC0494  ___________________________________________________________________
 GC0494* NAD 83(1986)-  36 13 40.     (N)    086 46 28.     (W)     SCALED    
 GC0494* NAVD 88     -       188.780  (meters)     619.36   (feet)  ADJUSTED  
 GC0494  ___________________________________________________________________
 GC0494  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0494  DYNAMIC HT  -         188.619 (meters)     618.83  (feet)  COMP
 GC0494  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GC0494
 GC0494  VERT ORDER  -  SECOND    CLASS 0
 GC0494
 GC0494.The horizontal coordinates were scaled from a topographic map and have
 GC0494.an estimated accuracy of +/- 6 seconds.
 GC0494
 GC0494.The orthometric height was determined by differential leveling
 GC0494.and adjusted by the National Geodetic Survey in June 1991..
 GC0494
 GC0494.The geoid height was determined by GEOID03.
 GC0494
 GC0494.The dynamic height is computed by dividing the NAVD 88
 GC0494.geopotential number by the normal gravity value computed on the
 GC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0494.degrees latitude (g = 980.6199 gals.).
 GC0494
 GC0494.The modeled gravity was interpolated from observed gravity values.
 GC0494
 GC0494;                    North         East    Units  Estimated Accuracy
 GC0494;SPC TN       -   210,460.      530,380.      MT  (+/- 180 meters Scaled)
 GC0494
 GC0494                          SUPERSEDED SURVEY CONTROL
 GC0494
 GC0494  NGVD 29 (??/??/92)  188.812  (m)          619.46   (f) ADJ UNCH    2 0
 GC0494
 GC0494.Superseded values are not recommended for survey control.
 GC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0494.See file dsdata.txt to determine how the superseded data were derived.
 GC0494
 GC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF202092(NAD 83)
 GC0494_MARKER: DR = REFERENCE MARK DISK
 GC0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0494_STAMPING: EWING NO 2 1959
 GC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0494+STABILITY: SURFACE MOTION
 GC0494
 GC0494  HISTORY     - Date     Condition        Report By
 GC0494  HISTORY     - 1959     MONUMENTED       CGS
 GC0494  HISTORY     - 1960     GOOD             NGS
 GC0494  HISTORY     - 1967     GOOD             NGS
 GC0494
 GC0494                          STATION DESCRIPTION
 GC0494
 GC0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0494'IN NASHVILLE.
 GC0494'THIS MARK IS LOCATED AT THE EWING 1959 STATION SITE, 35.7 FEET
 GC0494'SOUTH-SOUTHWEST OF THE STATION MARK, 88 FT. EAST OF THE
 GC0494'SOUTHEAST CORNER OF GARAGE AND HOUSE, 23 FT. SOUTH OF THE CENTER
 GC0494'OF THE DRIVEWAY AND 27 FT. WEST OF A 10-INCH TREE SET IN THE
 GC0494'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 GC0494'GROUND.
 GC0494
 GC0494                          STATION RECOVERY (1967)
 GC0494
 GC0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1998 ***********************************************************************
 FF1998  DESIGNATION -  EXCHANGE
 FF1998  PID         -  FF1998
 FF1998  STATE/COUNTY-  TN/SHELBY
 FF1998  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1998
 FF1998                         *CURRENT SURVEY CONTROL
 FF1998  ___________________________________________________________________
 FF1998* NAD 83(1995)-  35 08 42.05952(N)    090 03 05.90336(W)     ADJUSTED  
 FF1998* NAVD 88     -       156.2    (meters)     512.     (feet)  VERTCON   
 FF1998  ___________________________________________________________________
 FF1998  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FF1998  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1998
 FF1998  HORZ ORDER  -  FIRST
 FF1998
 FF1998.The horizontal coordinates were established by classical geodetic methods
 FF1998.and adjusted by the National Geodetic Survey in April 1999..
 FF1998
 FF1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1998
 FF1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1998
 FF1998.The geoid height was determined by GEOID03.
 FF1998
 FF1998;                    North         East     Units Scale Factor Converg.
 FF1998;SPC TN       -    97,698.721   230,884.948   MT  1.00002019   -2 22 19.2
 FF1998;SPC TN       -   320,533.22    757,495.03   sFT  1.00002019   -2 22 19.2
 FF1998;SPC AR N     -    91,805.934   577,530.092   MT  0.99996513   +1 08 01.5
 FF1998;SPC AR N     -   301,199.97  1,894,779.98   sFT  0.99996513   +1 08 01.5
 FF1998;UTM  15      - 3,893,105.461   768,607.525   MT  1.00048929   +1 41 53.6
 FF1998;UTM  16      - 3,893,389.414   221,980.310   MT  1.00055271   -1 45 28.1
 FF1998
 FF1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1998!SPC TN       -   0.99997976  x   1.00002019  =   0.99999995
 FF1998!SPC AR N     -   0.99997976  x   0.99996513  =   0.99994489
 FF1998!UTM  15      -   0.99997976  x   1.00048929  =   1.00046904
 FF1998!UTM  16      -   0.99997976  x   1.00055271  =   1.00053246
 FF1998
 FF1998:                Primary Azimuth Mark                     Grid Az
 FF1998:SPC TN       -  MEMPHIS MC LEAN BAPTIST CH               073 49 03.1
 FF1998:SPC AR N     -  MEMPHIS MC LEAN BAPTIST CH               070 18 42.4
 FF1998:UTM  15      -  MEMPHIS MC LEAN BAPTIST CH               069 44 50.3
 FF1998:UTM  16      -  MEMPHIS MC LEAN BAPTIST CH               073 12 12.0
 FF1998
 FF1998|---------------------------------------------------------------------|
 FF1998| PID    Reference Object                     Distance      Geod. Az  |
 FF1998|                                                           dddmmss.s |
 FF1998| FE2577 MEMPHIS MC LEAN BAPTIST CH          APPROX. 5.3 KM 0712643.9 |
 FF1998| FE2563 AIRPORT BCN MEMPHIS MUN APT         APPROX.11.9 KM 1473712.5 |
 FF1998|---------------------------------------------------------------------|
 FF1998
 FF1998                          SUPERSEDED SURVEY CONTROL
 FF1998
 FF1998  NAD 83(1995)-  35 08 42.06181(N)    090 03 05.90281(W) AD(       ) 1
 FF1998  NAD 83(1995)-  35 08 42.06536(N)    090 03 05.90245(W) AD(       ) 1
 FF1998  NAD 83(1986)-  35 08 42.06989(N)    090 03 05.90450(W) AD(       ) 1
 FF1998  NAD 27      -  35 08 41.74500(N)    090 03 05.57300(W) AD(       ) 1
 FF1998  NGVD 29 (07/19/86)  156.2    (m)          512.     (f) VERT ANG       
 FF1998
 FF1998.Superseded values are not recommended for survey control.
 FF1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1998.See file dsdata.txt to determine how the superseded data were derived.
 FF1998
 FF1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6860893105(NAD 83)
 FF1998_MARKER: DS = TRIANGULATION STATION DISK
 FF1998_SETTING: 0 = UNSPECIFIED SETTING
 FF1998
 FF1998  HISTORY     - Date     Condition        Report By
 FF1998  HISTORY     - 1914     MONUMENTED       CGS
 FF1998  HISTORY     - 1957     GOOD             CGS
 FF1998  HISTORY     - 1959     GOOD             CGS
 FF1998
 FF1998                          STATION DESCRIPTION
 FF1998
 FF1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FF1998'IN MEMPHIS, ON ROOF OF EXCHANGE BUILDING (FORMERLY COTTON
 FF1998'EXCHANGE BUILDING) AT CORNER OF SECOND AND MADISON STREETS.
 FF1998'MARK IS STANDARD STATION DISK FLUSH WITH CONCRETE ROOF,
 FF1998'UNDER LAYER OF TAR AND GRAVEL, IN SOUTHEAST CORNER OF BUILDING,
 FF1998'1.38 METERS (4.5 FEET) FROM INSIDE OF CORNICE ON SECOND
 FF1998'STREET SIDE, AND 1.48 METERS (4.9 FEET) FROM INSIDE OF CORNICE
 FF1998'ON MADISON STREET SIDE.  CENTER OF IRON FLAGPOLE IS 3.08
 FF1998'METERS (10.1 FEET) FROM STATION, S 13 DEG 30 MIN W.
 FF1998
 FF1998                          STATION RECOVERY (1957)
 FF1998
 FF1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1998'THE STATION WAS RECOVERED AS DESCRIBED AND ADDITIONAL MEASUREMENTS
 FF1998'WERE MADE TO FACILITATE FUTURE RECOVERIES.  THE FLAGPOLE
 FF1998'HAS BEEN REMOVED FROM THE ROOF.
 FF1998'
 FF1998'THE STATION IS 6.6 FEET NORTHWEST OF THE SOUTHEAST CORNER
 FF1998'OF THE SOUTH WING OF THE EXCHANGE BUILDING, 59.0 FEET EAST
 FF1998'OF THE SOUTHWEST CORNER, 67.0 FEET SOUTHEAST OF THE NORTHWEST
 FF1998'CORNER, 32.7 FEET SOUTH OF THE NORTHEAST CORNER, 4.6 FEET
 FF1998'WEST OF THE EAST WALL, 4.9 FEET NORTH OF THE SOUTH WALL,
 FF1998'32.4 FEET SOUTH OF THE NORTH WALL AND 58.8 FEET EAST OF
 FF1998'THE WEST WALL.  THE STATION IS A STANDARD BRONZE DISK SET
 FF1998'IN A CONCRETE ROOF AND HAS TAR ON THE EDGES OF THE MARK.
 FF1998'THE MARK IS COVERED WITH ROOFING GRAVEL.  THE DISK IS
 FF1998'UNSTAMPED.
 FF1998
 FF1998                          STATION RECOVERY (1959)
 FF1998
 FF1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1998'THE STATION WAS RECOVERED AS DESCRIBED.  THE 1957 DESCRIPTION
 FF1998'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7713 ***********************************************************************
 DG7713  CBN         -  This is a Cooperative Base Network Control Station.
 DG7713  DESIGNATION -  EXPO
 DG7713  PID         -  DG7713
 DG7713  STATE/COUNTY-  TN/RUTHERFORD
 DG7713  USGS QUAD   -  SMYRNA (1998)
 DG7713
 DG7713                         *CURRENT SURVEY CONTROL
 DG7713  ___________________________________________________________________
 DG7713* NAD 83(1995)-  35 58 23.86740(N)    086 34 25.08443(W)     ADJUSTED  
 DG7713* NAVD 88     -       199.9    (meters)     656.     (feet)  GPS OBS   
 DG7713  ___________________________________________________________________
 DG7713  X           -     308,861.968 (meters)                     COMP
 DG7713  Y           -  -5,158,640.288 (meters)                     COMP
 DG7713  Z           -   3,725,894.622 (meters)                     COMP
 DG7713  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DG7713  ELLIP HEIGHT-         171.02  (meters)          (08/03/04) GPS OBS
 DG7713  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG7713
 DG7713  HORZ ORDER  -  A
 DG7713  ELLP ORDER  -  FOURTH    CLASS I
 DG7713
 DG7713.The horizontal coordinates were established by GPS observations
 DG7713.and adjusted by the National Geodetic Survey in August 2004..
 DG7713
 DG7713.The orthometric height was determined by GPS observations and a
 DG7713.high-resolution geoid model.
 DG7713
 DG7713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7713
 DG7713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7713
 DG7713.The ellipsoidal height was determined by GPS observations
 DG7713.and is referenced to NAD 83.
 DG7713
 DG7713.The geoid height was determined by GEOID03.
 DG7713
 DG7713;                    North         East     Units Scale Factor Converg.
 DG7713;SPC TN       -   182,104.219   548,264.375   MT  0.99995134   -0 20 09.0
 DG7713;SPC TN       -   597,453.59  1,798,764.04   sFT  0.99995134   -0 20 09.0
 DG7713;UTM  16      - 3,981,070.667   538,440.365   MT  0.99961821   +0 15 01.6
 DG7713
 DG7713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7713!SPC TN       -   0.99997316  x   0.99995134  =   0.99992450
 DG7713!UTM  16      -   0.99997316  x   0.99961821  =   0.99959138
 DG7713
 DG7713                          SUPERSEDED SURVEY CONTROL
 DG7713
 DG7713.No superseded survey control is available for this station.
 DG7713
 DG7713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3844081071(NAD 83)
 DG7713_MARKER: DD = SURVEY DISK
 DG7713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7713_STAMPING: EXPO 2001
 DG7713_MARK LOGO: TNDT  
 DG7713_PROJECTION: FLUSH
 DG7713_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7713+STABILITY: SURFACE MOTION
 DG7713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7713+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7713
 DG7713  HISTORY     - Date     Condition        Report By
 DG7713  HISTORY     - 2001     MONUMENTED       TNDT
 DG7713  HISTORY     - 20031010 GOOD             TNDT
 DG7713
 DG7713                          STATION DESCRIPTION
 DG7713
 DG7713'DESCRIBED BY TN DEPT OF TRANSP 2003 (DWB)
 DG7713'THE STATION IS LOCATED IN RUTHERFORD COUNTY, TN AT THE INTERSTATE 24
 DG7713'EXCHANGE WITH STATE ROUTE 266 ABOUT 3 MILES WEST OF SMYRNA, 4 MILES
 DG7713'SOUTH OF LA VERGNE AND 5 MILES EAST OF NOLENSVILLE.
 DG7713' 
 DG7713'TO REACH THE STATION FROM THE INTERSECTION OF I 24 AND SR 266 (SAM
 DG7713'RIDLEY PARKWAY), GO SOUTH WESTERLY ON SR 266 FOR 0.2 MILE TO THE
 DG7713'STATION ON THE LEFT AT THE RIGHT OF WAY FENCE.
 DG7713' 
 DG7713'THE STATION IS A STANDARD TNDOT ALUMINUM DISK STAMPED--EXPO 2001--
 DG7713'AFFIXED ATOP A 5 FOOT LONG .625 INCH REBAR, SET FLUSH WITH THE GROUND.
 DG7713'IT IS 166 FT SOUTH OF THE METAL SIGN (I 24 E AND I 24 W), 50 FEET
 DG7713'NORTH NORTHEAST OF A POWER POLE (TAGGED 8), 29 FEET NORTHEAST OF A
 DG7713'CONCRETE RIGHT OF WAY MONUMENT AT THE TURN IN THE FENCE, 24.8 FEET
 DG7713'NORTH OF AN ORANGE FIBERGLASS WITNESS POST AT THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1458 ***********************************************************************
 FD1458  DESIGNATION -  EZELL
 FD1458  PID         -  FD1458
 FD1458  STATE/COUNTY-  TN/GILES
 FD1458  USGS QUAD   -  DELLROSE (1982)
 FD1458
 FD1458                         *CURRENT SURVEY CONTROL
 FD1458  ___________________________________________________________________
 FD1458* NAD 83(1995)-  35 00 41.90194(N)    086 51 53.10484(W)     ADJUSTED  
 FD1458* NAVD 88     -       271.8    (meters)     892.     (feet)  VERTCON   
 FD1458  ___________________________________________________________________
 FD1458  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FD1458  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1458
 FD1458  HORZ ORDER  -  SECOND
 FD1458
 FD1458.The horizontal coordinates were established by classical geodetic methods
 FD1458.and adjusted by the National Geodetic Survey in April 1999..
 FD1458
 FD1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1458
 FD1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1458
 FD1458.The geoid height was determined by GEOID03.
 FD1458
 FD1458;                    North         East     Units Scale Factor Converg.
 FD1458;SPC TN       -    75,608.208   521,066.645   MT  1.00005061   -0 30 22.5
 FD1458;SPC TN       -   248,057.93  1,709,532.82   sFT  1.00005061   -0 30 22.5
 FD1458;UTM  16      - 3,874,342.190   512,339.920   MT  0.99960188   +0 04 39.4
 FD1458
 FD1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1458!SPC TN       -   0.99996167  x   1.00005061  =   1.00001228
 FD1458!UTM  16      -   0.99996167  x   0.99960188  =   0.99956357
 FD1458
 FD1458|---------------------------------------------------------------------|
 FD1458| PID    Reference Object                     Distance      Geod. Az  |
 FD1458|                                                           dddmmss.s |
 FD1458| CG5767 EZELL RM 1                           29.251 METERS 03107     |
 FD1458| CG5766 EZELL AZ MK                                        0671028.2 |
 FD1458| EF1490 ARDMORE MUNICIPAL TANK              APPROX. 2.9 KM 1351204.1 |
 FD1458| CG5768 EZELL RM 2                           24.238 METERS 14336     |
 FD1458|---------------------------------------------------------------------|
 FD1458
 FD1458                          SUPERSEDED SURVEY CONTROL
 FD1458
 FD1458  NAD 83(1995)-  35 00 41.90281(N)    086 51 53.10489(W) AD(       ) 2
 FD1458  NAD 83(1995)-  35 00 41.90636(N)    086 51 53.10688(W) AD(       ) 2
 FD1458  NAD 83(1986)-  35 00 41.90920(N)    086 51 53.10626(W) AD(       ) 2
 FD1458  NAD 27      -  35 00 41.61030(N)    086 51 53.09920(W) AD(       ) 2
 FD1458  NGVD 29 (07/19/86)  271.8    (m)          892.     (f) VERT ANG       
 FD1458
 FD1458.Superseded values are not recommended for survey control.
 FD1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1458.See file dsdata.txt to determine how the superseded data were derived.
 FD1458
 FD1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1234074342(NAD 83)
 FD1458_MARKER: DE = TRAVERSE STATION DISK
 FD1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1458
 FD1458  HISTORY     - Date     Condition        Report By
 FD1458  HISTORY     - 1960     MONUMENTED       CGS
 FD1458
 FD1458                          STATION DESCRIPTION
 FD1458
 FD1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1458'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ELKTON AND ABOUT 2
 FD1458'MILES NORTHWEST OF
 FD1458'ARDMORE.
 FD1458'
 FD1458'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, GO NORTH ON
 FD1458'STATE HIGHWAY 7 FOR 0.8 MILE
 FD1458'TO A FORK, TURN RIGHT, NORTH, FOR 0.4 MILE TO A FORK,
 FD1458'TURN RIGHT, NORTH AND EAST, FOR
 FD1458'0.7 MILE TO A FORK, TURN LEFT FOR 0.1
 FD1458'MILE TO THE STATION ON THE LEFT AND A HOUSE ON THE
 FD1458'RIGHT.
 FD1458'
 FD1458'THE STATION IS 33 FEET WEST OF A FENCE LINE AND 3.0 FEET SOUTH OF A
 FD1458'WITNESS POST.  IT IS A
 FD1458'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD1458'CONCRETE POST, FLUSH, AND STAMPED
 FD1458'EZELL 1960.
 FD1458'
 FD1458'REFERENCE MARK NO 1 IS 6 FEET WEST OF THE CENTER OF A ROAD AND 1 FOOT
 FD1458'WEST OF A FENCE LINE.  IT IS
 FD1458'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 FD1458'POST, FLUSH, AND STAMPED EZELL NO 1
 FD1458'1960.
 FD1458'
 FD1458'REFERENCE MARK NO 2 IS 26 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 FD1458'WEST OF A FENCE
 FD1458'LINE.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FD1458'CONCRETE POST, FLUSH, AND STAMPED
 FD1458'EZELL NO 2 1960.
 FD1458'
 FD1458'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD1458'146.4 FEET.
 FD1458'
 FD1458'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF THE CENTER OF A ROAD, 9 FEET
 FD1458'SOUTH OF A FENCE CORNER AND
 FD1458'2.0 FEET NORHTWEST OF A WITNESS POST.  IT IS A
 FD1458'STANDARD DISK SET IN A 10-INCH SQUARE
 FD1458'CONCRETE POST, FLUSH, AND
 FD1458'STAMPED EZELL 1960.
 FD1458'
 FD1458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE TO
 FD1458'A FORK, TAKE SHARP LEFT
 FD1458'AND GO EAST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 FD1458'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1153 ***********************************************************************
 FE1153  DESIGNATION -  F
 FE1153  PID         -  FE1153
 FE1153  STATE/COUNTY-  TN/FAYETTE
 FE1153  USGS QUAD   -  ROSSVILLE (1981)
 FE1153
 FE1153                         *CURRENT SURVEY CONTROL
 FE1153  ___________________________________________________________________
 FE1153* NAD 83(1986)-  35 02 57.     (N)    089 32 29.     (W)     SCALED    
 FE1153* NAVD 88     -        95.563  (meters)     313.53   (feet)  ADJUSTED  
 FE1153  ___________________________________________________________________
 FE1153  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1153  DYNAMIC HT  -          95.474 (meters)     313.23  (feet)  COMP
 FE1153  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FE1153
 FE1153  VERT ORDER  -  FIRST     CLASS II
 FE1153
 FE1153.The horizontal coordinates were scaled from a topographic map and have
 FE1153.an estimated accuracy of +/- 6 seconds.
 FE1153
 FE1153.The orthometric height was determined by differential leveling
 FE1153.and adjusted by the National Geodetic Survey in June 1991..
 FE1153
 FE1153.The geoid height was determined by GEOID03.
 FE1153
 FE1153.The dynamic height is computed by dividing the NAVD 88
 FE1153.geopotential number by the normal gravity value computed on the
 FE1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1153.degrees latitude (g = 980.6199 gals.).
 FE1153
 FE1153.The modeled gravity was interpolated from observed gravity values.
 FE1153
 FE1153;                    North         East    Units  Estimated Accuracy
 FE1153;SPC TN       -    85,270.      276,960.      MT  (+/- 180 meters Scaled)
 FE1153
 FE1153                          SUPERSEDED SURVEY CONTROL
 FE1153
 FE1153  NGVD 29 (??/??/??)   95.509  (m)          313.35   (f) ADJUSTED    1 2
 FE1153
 FE1153.Superseded values are not recommended for survey control.
 FE1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1153.See file dsdata.txt to determine how the superseded data were derived.
 FE1153
 FE1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD682814(NAD 83)
 FE1153_MARKER: DB = BENCH MARK DISK
 FE1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1153_SP_SET: STONE
 FE1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1153+STABILITY: SURFACE MOTION
 FE1153
 FE1153  HISTORY     - Date     Condition        Report By
 FE1153  HISTORY     - UNK      MONUMENTED       CGS
 FE1153  HISTORY     - 1965     GOOD             CGS
 FE1153  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1153
 FE1153                          STATION DESCRIPTION
 FE1153
 FE1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1153'AT ROSSVILLE.
 FE1153'AT ROSSVILLE, FAYETTE COUNTY, ON THE SOUTHERN RAILWAY AT THE EAST
 FE1153'SIDE OF THE RAILWAY WATER TANK, ON THE TOP OF THE FOOTING OF THE
 FE1153'STONE FOUNDATION, 2 FEET NORTH OF THE SOUTHEAST CORNER, AND ABOUT
 FE1153'0.5 FOOT UNDERGROUND.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- THE
 FE1153'MARK IS NOW LOCATED ABOUT 1 FOOT UNDERGROUND.
 FE1153
 FE1153                          STATION RECOVERY (1983)
 FE1153
 FE1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1153'NOT RECOVERED, OLD WATER TANK FOUNDATION NOT FOUND IN AREA, INADEQUATE
 FE1153'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0854 ***********************************************************************
 FD0854  DESIGNATION -  F 10
 FD0854  PID         -  FD0854
 FD0854  STATE/COUNTY-  TN/LAWRENCE
 FD0854  USGS QUAD   -  LORETTO (1976)
 FD0854
 FD0854                         *CURRENT SURVEY CONTROL
 FD0854  ___________________________________________________________________
 FD0854* NAD 83(1986)-  35 03 26.     (N)    087 28 53.     (W)     SCALED    
 FD0854* NAVD 88     -       256.252  (meters)     840.72   (feet)  ADJUSTED  
 FD0854  ___________________________________________________________________
 FD0854  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FD0854  DYNAMIC HT  -         256.006 (meters)     839.91  (feet)  COMP
 FD0854  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 FD0854
 FD0854  VERT ORDER  -  FIRST     CLASS II
 FD0854
 FD0854.The horizontal coordinates were scaled from a topographic map and have
 FD0854.an estimated accuracy of +/- 6 seconds.
 FD0854
 FD0854.The orthometric height was determined by differential leveling
 FD0854.and adjusted by the National Geodetic Survey in June 1991..
 FD0854
 FD0854.The geoid height was determined by GEOID03.
 FD0854
 FD0854.The dynamic height is computed by dividing the NAVD 88
 FD0854.geopotential number by the normal gravity value computed on the
 FD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0854.degrees latitude (g = 980.6199 gals.).
 FD0854
 FD0854.The modeled gravity was interpolated from observed gravity values.
 FD0854
 FD0854;                    North         East    Units  Estimated Accuracy
 FD0854;SPC TN       -    81,340.      464,860.      MT  (+/- 180 meters Scaled)
 FD0854
 FD0854                          SUPERSEDED SURVEY CONTROL
 FD0854
 FD0854  NGVD 29 (??/??/92)  256.212  (m)          840.59   (f) ADJ UNCH    1 2
 FD0854
 FD0854.Superseded values are not recommended for survey control.
 FD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0854.See file dsdata.txt to determine how the superseded data were derived.
 FD0854
 FD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD561794(NAD 83)
 FD0854_MARKER: DB = BENCH MARK DISK
 FD0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0854_STAMPING: F 10 1931
 FD0854_MARK LOGO: CGS   
 FD0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0854+STABILITY: SURFACE MOTION
 FD0854
 FD0854  HISTORY     - Date     Condition        Report By
 FD0854  HISTORY     - 1931     MONUMENTED       CGS
 FD0854  HISTORY     - 1962     GOOD             NGS
 FD0854  HISTORY     - 1972     GOOD             TVA
 FD0854  HISTORY     - 1983     GOOD             NGS
 FD0854
 FD0854                          STATION DESCRIPTION
 FD0854
 FD0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0854'2.9 MI SW FROM LORETTO.
 FD0854'2.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0854'FROM LORETTO, LAWRENCE COUNTY, AT A ROAD CROSSING BETWEEN
 FD0854'MILEPOSTS L 285 AND L 286, 32 FEET NORTHEAST OF THE CENTERLINE
 FD0854'OF THE ROAD, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN A CORNER
 FD0854'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF A STEEL POST, AND
 FD0854'SET IN THE TOP OF A CONCRETE POST.
 FD0854
 FD0854                          STATION RECOVERY (1972)
 FD0854
 FD0854'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0854'RECOVERED IN GOOD CONDITION.
 FD0854
 FD0854                          STATION RECOVERY (1983)
 FD0854
 FD0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0854'RECOVERED IN GOOD CONDITION.  NOTE, ADD 6.7 METERS (22.0 FT) EAST OF A
 FD0854'CORNER FENCE POST.
 FD0854'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0814 ***********************************************************************
 GA0814  DESIGNATION -  F 100
 GA0814  PID         -  GA0814
 GA0814  STATE/COUNTY-  TN/GREENE
 GA0814  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0814
 GA0814                         *CURRENT SURVEY CONTROL
 GA0814  ___________________________________________________________________
 GA0814* NAD 83(1986)-  36 20 22.     (N)    082 41 31.     (W)     SCALED    
 GA0814* NAVD 88     -       514.713  (meters)    1688.69   (feet)  ADJUSTED  
 GA0814  ___________________________________________________________________
 GA0814  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0814  DYNAMIC HT  -         514.227 (meters)    1687.09  (feet)  COMP
 GA0814  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 GA0814
 GA0814  VERT ORDER  -  SECOND    CLASS 0
 GA0814
 GA0814.The horizontal coordinates were scaled from a topographic map and have
 GA0814.an estimated accuracy of +/- 6 seconds.
 GA0814
 GA0814.The orthometric height was determined by differential leveling
 GA0814.and adjusted by the National Geodetic Survey in June 1991..
 GA0814
 GA0814.The geoid height was determined by GEOID03.
 GA0814
 GA0814.The dynamic height is computed by dividing the NAVD 88
 GA0814.geopotential number by the normal gravity value computed on the
 GA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0814.degrees latitude (g = 980.6199 gals.).
 GA0814
 GA0814.The modeled gravity was interpolated from observed gravity values.
 GA0814
 GA0814;                    North         East    Units  Estimated Accuracy
 GA0814;SPC TN       -   227,600.      896,920.      MT  (+/- 180 meters Scaled)
 GA0814
 GA0814                          SUPERSEDED SURVEY CONTROL
 GA0814
 GA0814  NGVD 29 (??/??/92)  514.850  (m)         1689.14   (f) ADJ UNCH    2 0
 GA0814
 GA0814.Superseded values are not recommended for survey control.
 GA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0814.See file dsdata.txt to determine how the superseded data were derived.
 GA0814
 GA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA481229(NAD 83)
 GA0814_MARKER: DB = BENCH MARK DISK
 GA0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0814_SP_SET: STEP
 GA0814_STAMPING: F 100 1935
 GA0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0814
 GA0814  HISTORY     - Date     Condition        Report By
 GA0814  HISTORY     - 1935     MONUMENTED       CGS
 GA0814  HISTORY     - 1961     GOOD             NGS
 GA0814
 GA0814                          STATION DESCRIPTION
 GA0814
 GA0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0814'2.6 MI S FROM JEAROLDSTOWN.
 GA0814'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0814'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 5.3 MILES SOUTHWEST
 GA0814'ALONG STATE HIGHWAY 93, 100 YARDS SOUTHWEST OF THE JUNCTION OF THE
 GA0814'JEAROLDSTOWN ROAD, AT THE C.F. SMITH RESIDENCE, 25 FEET NORTHWEST
 GA0814'OF THE CENTERLINE OF THE HIGHWAY, AT THE SOUTHEAST ENTRANCE OF
 GA0814'THE HOUSE, IN THE TOP OF THE SECOND CONCRETE STEP, AND 8 FEET
 GA0814'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1130 ***********************************************************************
 GA1130  DESIGNATION -  F 102
 GA1130  PID         -  GA1130
 GA1130  STATE/COUNTY-  TN/SULLIVAN
 GA1130  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1130
 GA1130                         *CURRENT SURVEY CONTROL
 GA1130  ___________________________________________________________________
 GA1130* NAD 83(1986)-  36 29 40.     (N)    082 30 35.     (W)     SCALED    
 GA1130* NAVD 88     -       398.630  (meters)    1307.84   (feet)  ADJUSTED  
 GA1130  ___________________________________________________________________
 GA1130  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA1130  DYNAMIC HT  -         398.264 (meters)    1306.64  (feet)  COMP
 GA1130  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 GA1130
 GA1130  VERT ORDER  -  SECOND    CLASS 0
 GA1130
 GA1130.The horizontal coordinates were scaled from a topographic map and have
 GA1130.an estimated accuracy of +/- 6 seconds.
 GA1130
 GA1130.The orthometric height was determined by differential leveling
 GA1130.and adjusted by the National Geodetic Survey in June 1991..
 GA1130
 GA1130.The geoid height was determined by GEOID03.
 GA1130
 GA1130.The dynamic height is computed by dividing the NAVD 88
 GA1130.geopotential number by the normal gravity value computed on the
 GA1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1130.degrees latitude (g = 980.6199 gals.).
 GA1130
 GA1130.The modeled gravity was interpolated from observed gravity values.
 GA1130
 GA1130;                    North         East    Units  Estimated Accuracy
 GA1130;SPC TN       -   245,360.      912,660.      MT  (+/- 180 meters Scaled)
 GA1130
 GA1130                          SUPERSEDED SURVEY CONTROL
 GA1130
 GA1130  NGVD 29 (??/??/92)  398.775  (m)         1308.31   (f) ADJ UNCH    2 0
 GA1130
 GA1130.Superseded values are not recommended for survey control.
 GA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1130.See file dsdata.txt to determine how the superseded data were derived.
 GA1130
 GA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA647398(NAD 83)
 GA1130_MARKER: DB = BENCH MARK DISK
 GA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1130_STAMPING: F 102 1935
 GA1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1130+STABILITY: SURFACE MOTION
 GA1130
 GA1130  HISTORY     - Date     Condition        Report By
 GA1130  HISTORY     - 1935     MONUMENTED       CGS
 GA1130  HISTORY     - 1951     GOOD             NGS
 GA1130  HISTORY     - 20020202 MARK NOT FOUND   USPSQD
 GA1130
 GA1130                          STATION DESCRIPTION
 GA1130
 GA1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA1130'5.1 MI SE FROM KINGSPORT.
 GA1130'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA1130'AT KINGSPORT, SULLIVAN COUNTY, 35 YARDS EAST OF THE EAST END
 GA1130'OF A STEEL BRIDGE OVER KENDRICKS CREEK, AT A ROAD JUNCTION,
 GA1130'23.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20.8 FEET WEST
 GA1130'OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, 21.7 FEET EAST OF A
 GA1130'LOG CABIN, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA1130'DISK STAMPED F 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1130
 GA1130                          STATION RECOVERY (2002)
 GA1130
 GA1130'RECOVERY NOTE BY US POWER SQUADRON 2002 (ACM)
 GA1130'LOG CABIN IS NO LONGER PRESENT. MARK MAY BE COVERED WITH ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0190 ***********************************************************************
 GA0190  DESIGNATION -  F 103
 GA0190  PID         -  GA0190
 GA0190  STATE/COUNTY-  TN/SULLIVAN
 GA0190  USGS QUAD   -  BRISTOL (1991)
 GA0190
 GA0190                         *CURRENT SURVEY CONTROL
 GA0190  ___________________________________________________________________
 GA0190* NAD 83(1986)-  36 30 01.     (N)    082 08 30.     (W)     SCALED    
 GA0190* NAVD 88     -       464.977  (meters)    1525.51   (feet)  ADJUSTED  
 GA0190  ___________________________________________________________________
 GA0190  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0190  DYNAMIC HT  -         464.546 (meters)    1524.10  (feet)  COMP
 GA0190  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 GA0190
 GA0190  VERT ORDER  -  SECOND    CLASS 0
 GA0190
 GA0190.The horizontal coordinates were scaled from a topographic map and have
 GA0190.an estimated accuracy of +/- 6 seconds.
 GA0190
 GA0190.The orthometric height was determined by differential leveling
 GA0190.and adjusted by the National Geodetic Survey in June 1991..
 GA0190
 GA0190.The geoid height was determined by GEOID03.
 GA0190
 GA0190.The dynamic height is computed by dividing the NAVD 88
 GA0190.geopotential number by the normal gravity value computed on the
 GA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0190.degrees latitude (g = 980.6199 gals.).
 GA0190
 GA0190.The modeled gravity was interpolated from observed gravity values.
 GA0190
 GA0190;                    North         East    Units  Estimated Accuracy
 GA0190;SPC TN       -   247,240.      945,590.      MT  (+/- 180 meters Scaled)
 GA0190
 GA0190                          SUPERSEDED SURVEY CONTROL
 GA0190
 GA0190  NGVD 29 (??/??/92)  465.105  (m)         1525.93   (f) ADJ UNCH    2 0
 GA0190
 GA0190.Superseded values are not recommended for survey control.
 GA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0190.See file dsdata.txt to determine how the superseded data were derived.
 GA0190
 GA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA977400(NAD 83)
 GA0190_MARKER: DB = BENCH MARK DISK
 GA0190_SETTING: 66 = SET IN ROCK OUTCROP
 GA0190_SP_SET: LIMESTONE OUTCROP
 GA0190_STAMPING: F 103 1935
 GA0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0190+STABILITY: POSITION/ELEVATION WELL
 GA0190
 GA0190  HISTORY     - Date     Condition        Report By
 GA0190  HISTORY     - 1935     MONUMENTED       CGS
 GA0190  HISTORY     - 1935     GOOD             NGS
 GA0190
 GA0190                          STATION DESCRIPTION
 GA0190
 GA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0190'0.8 MI NE FROM HICKORY TREE.
 GA0190'0.85 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM THE
 GA0190'GENERAL STORE AT HICKORY TREE, SULLIVAN COUNTY 0.2 MILE NORTH OF
 GA0190'SUNRISE SCHOOL, 40 FEET EAST OF THE NORTHEAST CORNER OF A BRIDGE
 GA0190'OVER MORRILL CREEK, AT A ROAD JUNCTION, 40.1 FEET EAST OF THE
 GA0190'CENTERLINE OF THE BEIDLEMAN MILL ROAD, 36.4 FEET SOUTH OF THE
 GA0190'CENTERLINE OF THE ROAD LEADING EAST, AT THE E.M. MORRELL HOUSE, IN
 GA0190'LINE WITH THE NORTH FACE, 32 YARDS WEST OF THE NORTHWEST CORNER,
 GA0190'IN THE TOP OF A LIMESTONE OUTCROP, AND 1-1/2 FEET LOWER THAN
 GA0190'THE ROAD.  A STANDARD DISK, STAMPED F 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0977 ***********************************************************************
 FZ0977  DESIGNATION -  F 104
 FZ0977  PID         -  FZ0977
 FZ0977  STATE/COUNTY-  TN/JOHNSON
 FZ0977  USGS QUAD   -  DOE (1969)
 FZ0977
 FZ0977                         *CURRENT SURVEY CONTROL
 FZ0977  ___________________________________________________________________
 FZ0977* NAD 83(1986)-  36 23 13.     (N)    081 55 12.     (W)     SCALED    
 FZ0977* NAVD 88     -       609.834  (meters)    2000.76   (feet)  ADJUSTED  
 FZ0977  ___________________________________________________________________
 FZ0977  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ0977  DYNAMIC HT  -         609.227 (meters)    1998.77  (feet)  COMP
 FZ0977  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 FZ0977
 FZ0977  VERT ORDER  -  SECOND    CLASS 0
 FZ0977
 FZ0977.The horizontal coordinates were scaled from a topographic map and have
 FZ0977.an estimated accuracy of +/- 6 seconds.
 FZ0977
 FZ0977.The orthometric height was determined by differential leveling
 FZ0977.and adjusted by the National Geodetic Survey in June 1991..
 FZ0977
 FZ0977.The geoid height was determined by GEOID03.
 FZ0977
 FZ0977.The dynamic height is computed by dividing the NAVD 88
 FZ0977.geopotential number by the normal gravity value computed on the
 FZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0977.degrees latitude (g = 980.6199 gals.).
 FZ0977
 FZ0977.The modeled gravity was interpolated from observed gravity values.
 FZ0977
 FZ0977;                    North         East    Units  Estimated Accuracy
 FZ0977;SPC TN       -   235,480.      965,950.      MT  (+/- 180 meters Scaled)
 FZ0977
 FZ0977                          SUPERSEDED SURVEY CONTROL
 FZ0977
 FZ0977  NGVD 29 (??/??/92)  609.924  (m)         2001.06   (f) ADJ UNCH    2 0
 FZ0977
 FZ0977.Superseded values are not recommended for survey control.
 FZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0977.See file dsdata.txt to determine how the superseded data were derived.
 FZ0977
 FZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA174272(NAD 83)
 FZ0977_MARKER: DB = BENCH MARK DISK
 FZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0977_STAMPING: F 104 1935
 FZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0977+STABILITY: SURFACE MOTION
 FZ0977
 FZ0977  HISTORY     - Date     Condition        Report By
 FZ0977  HISTORY     - 1935     MONUMENTED       CGS
 FZ0977
 FZ0977                          STATION DESCRIPTION
 FZ0977
 FZ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0977'1 MI NE FROM DOE STATION.
 FZ0977'1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM DOE STATION
 FZ0977'(DOEVILLE POST OFFICE), JOHNSON COUNTY, 45 YARDS NORTH OF A
 FZ0977'TWO-STORY FRAMEHOUSE, 24 YARDS SOUTHWEST OF POWERLINE POLE 122,
 FZ0977'23 FEET NORTHEAST OF THE SOUTHEAST RAIL, AT THE CENTER OF A
 FZ0977'DIRT-ROAD CROSSING, 10.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FZ0977'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 104 1935
 FZ0977'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0455 ***********************************************************************
 GA0455  DESIGNATION -  F 105
 GA0455  PID         -  GA0455
 GA0455  STATE/COUNTY-  TN/CARTER
 GA0455  USGS QUAD   -  JOHNSON CITY (1968)
 GA0455
 GA0455                         *CURRENT SURVEY CONTROL
 GA0455  ___________________________________________________________________
 GA0455* NAD 83(1986)-  36 18 13.     (N)    082 15 46.     (W)     SCALED    
 GA0455* NAVD 88     -       490.723  (meters)    1609.98   (feet)  ADJUSTED  
 GA0455  ___________________________________________________________________
 GA0455  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0455  DYNAMIC HT  -         490.253 (meters)    1608.44  (feet)  COMP
 GA0455  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 GA0455
 GA0455  VERT ORDER  -  SECOND    CLASS 0
 GA0455
 GA0455.The horizontal coordinates were scaled from a topographic map and have
 GA0455.an estimated accuracy of +/- 6 seconds.
 GA0455
 GA0455.The orthometric height was determined by differential leveling
 GA0455.and adjusted by the National Geodetic Survey in June 1991..
 GA0455
 GA0455.The geoid height was determined by GEOID03.
 GA0455
 GA0455.The dynamic height is computed by dividing the NAVD 88
 GA0455.geopotential number by the normal gravity value computed on the
 GA0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0455.degrees latitude (g = 980.6199 gals.).
 GA0455
 GA0455.The modeled gravity was interpolated from observed gravity values.
 GA0455
 GA0455;                    North         East    Units  Estimated Accuracy
 GA0455;SPC TN       -   225,010.      935,580.      MT  (+/- 180 meters Scaled)
 GA0455
 GA0455                          SUPERSEDED SURVEY CONTROL
 GA0455
 GA0455  NGVD 29 (??/??/92)  490.866  (m)         1610.45   (f) ADJ UNCH    2 0
 GA0455
 GA0455.Superseded values are not recommended for survey control.
 GA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0455.See file dsdata.txt to determine how the superseded data were derived.
 GA0455
 GA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA866183(NAD 83)
 GA0455_MARKER: DB = BENCH MARK DISK
 GA0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0455_STAMPING: F 105 1935
 GA0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0455+STABILITY: SURFACE MOTION
 GA0455
 GA0455  HISTORY     - Date     Condition        Report By
 GA0455  HISTORY     - 1935     MONUMENTED       CGS
 GA0455
 GA0455                          STATION DESCRIPTION
 GA0455
 GA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0455'2.4 MI SE FROM MILLIGAN COLLEGE.
 GA0455'2.4 MILES SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE
 GA0455'AT MILLIGAN COLLEGE, CARTER COUNTY, 24 YARDS NORTHWEST OF THE
 GA0455'JUNCTION OF THE POWDER MILL ROAD, 7 YARDS SOUTHWEST OF THE
 GA0455'CENTERLINE OF THE POWDER MILL ROAD, 50 YARDS SOUTHWEST OF THE
 GA0455'SOUTHEAST CORNER OF THE C.E. LEWIS RESIDENCE, AT THE M.M. KITE
 GA0455'RESIDENCE, 58 YARDS NORTHEAST OF THE SOUTHEAST CORNER OF THE
 GA0455'HOUSE, 1 YARD SOUTHWEST OF A POLE, AND 18 INCHES LOWER THAN THE
 GA0455'ROAD.  A STANDARD DISK, STAMPED F 105 1935 AND SET IN THE TOP
 GA0455'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0794 ***********************************************************************
 GA0794  DESIGNATION -  F 106
 GA0794  PID         -  GA0794
 GA0794  STATE/COUNTY-  TN/GREENE
 GA0794  USGS QUAD   -  GREENEVILLE (1961)
 GA0794
 GA0794                         *CURRENT SURVEY CONTROL
 GA0794  ___________________________________________________________________
 GA0794* NAD 83(1986)-  36 10 59.     (N)    082 51 37.     (W)     SCALED    
 GA0794* NAVD 88     -       403.000  (meters)    1322.18   (feet)  ADJUSTED  
 GA0794  ___________________________________________________________________
 GA0794  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0794  DYNAMIC HT  -         402.619 (meters)    1320.93  (feet)  COMP
 GA0794  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 GA0794
 GA0794  VERT ORDER  -  SECOND    CLASS 0
 GA0794
 GA0794.The horizontal coordinates were scaled from a topographic map and have
 GA0794.an estimated accuracy of +/- 6 seconds.
 GA0794
 GA0794.The orthometric height was determined by differential leveling
 GA0794.and adjusted by the National Geodetic Survey in June 1991..
 GA0794
 GA0794.The geoid height was determined by GEOID03.
 GA0794
 GA0794.The dynamic height is computed by dividing the NAVD 88
 GA0794.geopotential number by the normal gravity value computed on the
 GA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0794.degrees latitude (g = 980.6199 gals.).
 GA0794
 GA0794.The modeled gravity was interpolated from observed gravity values.
 GA0794
 GA0794;                    North         East    Units  Estimated Accuracy
 GA0794;SPC TN       -   209,760.      882,380.      MT  (+/- 180 meters Scaled)
 GA0794
 GA0794                          SUPERSEDED SURVEY CONTROL
 GA0794
 GA0794  NGVD 29 (??/??/92)  403.128  (m)         1322.60   (f) ADJ UNCH    2 0
 GA0794
 GA0794.Superseded values are not recommended for survey control.
 GA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0794.See file dsdata.txt to determine how the superseded data were derived.
 GA0794
 GA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA327058(NAD 83)
 GA0794_MARKER: DB = BENCH MARK DISK
 GA0794_SETTING: 66 = SET IN ROCK OUTCROP
 GA0794_SP_SET: ROCK OUTCROP
 GA0794_STAMPING: F 106 1935
 GA0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0794+STABILITY: POSITION/ELEVATION WELL
 GA0794
 GA0794  HISTORY     - Date     Condition        Report By
 GA0794  HISTORY     - 1935     MONUMENTED       CGS
 GA0794  HISTORY     - 1950     GOOD             TVA
 GA0794
 GA0794                          STATION DESCRIPTION
 GA0794
 GA0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0794'2.1 MI NW FROM GREENEVILLE.
 GA0794'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0794'AT GREENEVILLE, GREENE COUNTY, 100 YARDS SOUTHWEST OF THE ALET
 GA0794'MORRISON RESIDENCE, 13 YARDS NORTHEAST OF THE CENTERLINE OF THE
 GA0794'HIGHWAY, 25 YARDS EAST OF A 21-INCH BLACK WALNUT TREE, IN THE TOP
 GA0794'OF A ROCK OUTCROP, 5 FEET HIGHER THAN THE HIGHWAY, AND 19 1/2
 GA0794'FEET NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0794'F 106 1935.
 GA0794
 GA0794                          STATION RECOVERY (1950)
 GA0794
 GA0794'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0832 ***********************************************************************
 GA0832  DESIGNATION -  F 107
 GA0832  PID         -  GA0832
 GA0832  STATE/COUNTY-  TN/HAWKINS
 GA0832  USGS QUAD   -  BUREM (1976)
 GA0832
 GA0832                         *CURRENT SURVEY CONTROL
 GA0832  ___________________________________________________________________
 GA0832* NAD 83(1986)-  36 24 32.     (N)    082 53 48.     (W)     SCALED    
 GA0832* NAVD 88     -       354.198  (meters)    1162.06   (feet)  ADJUSTED  
 GA0832  ___________________________________________________________________
 GA0832  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0832  DYNAMIC HT  -         353.875 (meters)    1161.00  (feet)  COMP
 GA0832  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA0832
 GA0832  VERT ORDER  -  SECOND    CLASS 0
 GA0832
 GA0832.The horizontal coordinates were scaled from a topographic map and have
 GA0832.an estimated accuracy of +/- 6 seconds.
 GA0832
 GA0832.The orthometric height was determined by differential leveling
 GA0832.and adjusted by the National Geodetic Survey in June 1991..
 GA0832
 GA0832.The geoid height was determined by GEOID03.
 GA0832
 GA0832.The dynamic height is computed by dividing the NAVD 88
 GA0832.geopotential number by the normal gravity value computed on the
 GA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0832.degrees latitude (g = 980.6199 gals.).
 GA0832
 GA0832.The modeled gravity was interpolated from observed gravity values.
 GA0832
 GA0832;                    North         East    Units  Estimated Accuracy
 GA0832;SPC TN       -   234,700.      878,310.      MT  (+/- 180 meters Scaled)
 GA0832
 GA0832                          SUPERSEDED SURVEY CONTROL
 GA0832
 GA0832  NGVD 29 (??/??/92)  354.344  (m)         1162.54   (f) ADJ UNCH    2 0
 GA0832
 GA0832.Superseded values are not recommended for survey control.
 GA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0832.See file dsdata.txt to determine how the superseded data were derived.
 GA0832
 GA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA299309(NAD 83)
 GA0832_MARKER: DB = BENCH MARK DISK
 GA0832_SETTING: 66 = SET IN ROCK OUTCROP
 GA0832_SP_SET: ROCK OUTCROP
 GA0832_STAMPING: F 107 1935
 GA0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0832+STABILITY: POSITION/ELEVATION WELL
 GA0832
 GA0832  HISTORY     - Date     Condition        Report By
 GA0832  HISTORY     - 1935     MONUMENTED       CGS
 GA0832  HISTORY     - 1955     GOOD             TVA
 GA0832
 GA0832                          STATION DESCRIPTION
 GA0832
 GA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0832'1.4 MI E FROM BUREM.
 GA0832'1.4 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0832'AT BUREM, HAWKINS COUNTY, 0.8 MILE EAST OF A SOUTHERN RAILWAY
 GA0832'UNDERPASS, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, IN THE
 GA0832'TOP OF A ROCK OUTCROP, 3 FEET HIGHER THAN THE ROAD, 20 FEET
 GA0832'NORTHEAST OF A SMALL SHARP HOLLOW AND 3.5 FEET NORTH OF STEEL
 GA0832'WITNESS POST.  A STANDARD DISK, STAMPED F 107 1935.
 GA0832
 GA0832                          STATION RECOVERY (1955)
 GA0832
 GA0832'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0957 ***********************************************************************
 GA0957  DESIGNATION -  F 108
 GA0957  PID         -  GA0957
 GA0957  STATE/COUNTY-  TN/WASHINGTON
 GA0957  USGS QUAD   -  LEESBURG (1971)
 GA0957
 GA0957                         *CURRENT SURVEY CONTROL
 GA0957  ___________________________________________________________________
 GA0957* NAD 83(1986)-  36 17 54.     (N)    082 34 33.     (W)     SCALED    
 GA0957* NAVD 88     -       449.643  (meters)    1475.20   (feet)  ADJUSTED  
 GA0957  ___________________________________________________________________
 GA0957  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0957  DYNAMIC HT  -         449.217 (meters)    1473.81  (feet)  COMP
 GA0957  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 GA0957
 GA0957  VERT ORDER  -  SECOND    CLASS 0
 GA0957
 GA0957.The horizontal coordinates were scaled from a topographic map and have
 GA0957.an estimated accuracy of +/- 6 seconds.
 GA0957
 GA0957.The orthometric height was determined by differential leveling
 GA0957.and adjusted by the National Geodetic Survey in June 1991..
 GA0957
 GA0957.The geoid height was determined by GEOID03.
 GA0957
 GA0957.The dynamic height is computed by dividing the NAVD 88
 GA0957.geopotential number by the normal gravity value computed on the
 GA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0957.degrees latitude (g = 980.6199 gals.).
 GA0957
 GA0957.The modeled gravity was interpolated from observed gravity values.
 GA0957
 GA0957;                    North         East    Units  Estimated Accuracy
 GA0957;SPC TN       -   223,400.      907,500.      MT  (+/- 180 meters Scaled)
 GA0957
 GA0957                          SUPERSEDED SURVEY CONTROL
 GA0957
 GA0957  NGVD 29 (??/??/92)  449.785  (m)         1475.67   (f) ADJ UNCH    2 0
 GA0957
 GA0957.Superseded values are not recommended for survey control.
 GA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0957.See file dsdata.txt to determine how the superseded data were derived.
 GA0957
 GA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA585181(NAD 83)
 GA0957_MARKER: DB = BENCH MARK DISK
 GA0957_SETTING: 80 = SET IN A BOULDER
 GA0957_SP_SET: BOULDER
 GA0957_STAMPING: F 108 1935
 GA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0957+STABILITY: SURFACE MOTION
 GA0957
 GA0957  HISTORY     - Date     Condition        Report By
 GA0957  HISTORY     - 1935     MONUMENTED       CGS
 GA0957
 GA0957                          STATION DESCRIPTION
 GA0957
 GA0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0957'6.7 MI NE FROM LIMESTONE.
 GA0957'6.7 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0957'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, AT THE JUNCTION OF
 GA0957'THE BLACKLEY CREEK ROAD, 60 YARDS NORTH OF A GULF SERVICE STATION,
 GA0957'90 FEET WEST OF A TEXACO SERVICE STATION, 52 FEET WEST OF THE
 GA0957'CENTERLINE OF THE HIGHWAY, 81 FEET NORTH OF THE CENTERLINE OF THE
 GA0957'ROAD, IN THE TOP OF A LIMESTONE BOULDER, AND 2 FEET HIGHER THAN
 GA0957'THE HIGHWAY.  A STANDARD DISK, STAMPED F 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0958 ***********************************************************************
 GA0958  DESIGNATION -  F 108 X
 GA0958  PID         -  GA0958
 GA0958  STATE/COUNTY-  TN/WASHINGTON
 GA0958  USGS QUAD   -  LEESBURG (1971)
 GA0958
 GA0958                         *CURRENT SURVEY CONTROL
 GA0958  ___________________________________________________________________
 GA0958* NAD 83(1986)-  36 18 46.     (N)    082 34 17.     (W)     SCALED    
 GA0958* NAVD 88     -       460.518  (meters)    1510.88   (feet)  ADJUSTED  
 GA0958  ___________________________________________________________________
 GA0958  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0958  DYNAMIC HT  -         460.084 (meters)    1509.46  (feet)  COMP
 GA0958  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 GA0958
 GA0958  VERT ORDER  -  SECOND    CLASS 0
 GA0958
 GA0958.The horizontal coordinates were scaled from a topographic map and have
 GA0958.an estimated accuracy of +/- 6 seconds.
 GA0958
 GA0958.The orthometric height was determined by differential leveling
 GA0958.and adjusted by the National Geodetic Survey in June 1991..
 GA0958
 GA0958.The geoid height was determined by GEOID03.
 GA0958
 GA0958.The dynamic height is computed by dividing the NAVD 88
 GA0958.geopotential number by the normal gravity value computed on the
 GA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0958.degrees latitude (g = 980.6199 gals.).
 GA0958
 GA0958.The modeled gravity was interpolated from observed gravity values.
 GA0958
 GA0958;                    North         East    Units  Estimated Accuracy
 GA0958;SPC TN       -   225,010.      907,840.      MT  (+/- 180 meters Scaled)
 GA0958
 GA0958                          SUPERSEDED SURVEY CONTROL
 GA0958
 GA0958  NGVD 29 (??/??/92)  460.661  (m)         1511.35   (f) ADJ UNCH    2 0
 GA0958
 GA0958.Superseded values are not recommended for survey control.
 GA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0958.See file dsdata.txt to determine how the superseded data were derived.
 GA0958
 GA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA589197(NAD 83)
 GA0958_MARKER: DB = BENCH MARK DISK
 GA0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0958_SP_SET: BRIDGE
 GA0958_STAMPING: F 108 X 1935
 GA0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0958
 GA0958  HISTORY     - Date     Condition        Report By
 GA0958  HISTORY     - 1935     MONUMENTED       CGS
 GA0958
 GA0958                          STATION DESCRIPTION
 GA0958
 GA0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0958'7.9 MI NE FROM LIMESTONE.
 GA0958'7.9 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0958'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, 130 YARDS WEST OF
 GA0958'THE TAYLOR MILL, AT A CONCRETE BRIDGE OVER LITTLE LIMESTONE
 GA0958'CREEK, 11 FEET NORTH, OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 GA0958'NORTHWEST OF THE CENTER OF THE BRIDGE, 9-1/2 FEET EAST OF THE
 GA0958'EXTREME END OF THE NORTHWEST RETAINING WALL, IN THE TOP OF THE
 GA0958'EAST END, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0958'F 108 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0518 ***********************************************************************
 GA0518  DESIGNATION -  F 109
 GA0518  PID         -  GA0518
 GA0518  STATE/COUNTY-  TN/SULLIVAN
 GA0518  USGS QUAD   -  BLUFF CITY (1968)
 GA0518
 GA0518                         *CURRENT SURVEY CONTROL
 GA0518  ___________________________________________________________________
 GA0518* NAD 83(1986)-  36 28 33.     (N)    082 22 09.     (W)     SCALED    
 GA0518* NAVD 88     -       420.340  (meters)    1379.07   (feet)  ADJUSTED  
 GA0518  ___________________________________________________________________
 GA0518  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0518  DYNAMIC HT  -         419.951 (meters)    1377.79  (feet)  COMP
 GA0518  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA0518
 GA0518  VERT ORDER  -  SECOND    CLASS 0
 GA0518
 GA0518.The horizontal coordinates were scaled from a topographic map and have
 GA0518.an estimated accuracy of +/- 6 seconds.
 GA0518
 GA0518.The orthometric height was determined by differential leveling
 GA0518.and adjusted by the National Geodetic Survey in June 1991..
 GA0518
 GA0518.The geoid height was determined by GEOID03.
 GA0518
 GA0518.The dynamic height is computed by dividing the NAVD 88
 GA0518.geopotential number by the normal gravity value computed on the
 GA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0518.degrees latitude (g = 980.6199 gals.).
 GA0518
 GA0518.The modeled gravity was interpolated from observed gravity values.
 GA0518
 GA0518;                    North         East    Units  Estimated Accuracy
 GA0518;SPC TN       -   243,750.      925,320.      MT  (+/- 180 meters Scaled)
 GA0518
 GA0518                          SUPERSEDED SURVEY CONTROL
 GA0518
 GA0518  NGVD 29 (??/??/92)  420.485  (m)         1379.54   (f) ADJ UNCH    2 0
 GA0518
 GA0518.Superseded values are not recommended for survey control.
 GA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0518.See file dsdata.txt to determine how the superseded data were derived.
 GA0518
 GA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA773375(NAD 83)
 GA0518_MARKER: DB = BENCH MARK DISK
 GA0518_SETTING: 66 = SET IN ROCK OUTCROP
 GA0518_SP_SET: SET IN ROCK OUTCROP
 GA0518_STAMPING: F 109 1935
 GA0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0518+STABILITY: POSITION/ELEVATION WELL
 GA0518
 GA0518  HISTORY     - Date     Condition        Report By
 GA0518  HISTORY     - 1935     MONUMENTED       CGS
 GA0518
 GA0518                          STATION DESCRIPTION
 GA0518
 GA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0518'2.2 MI E FROM HOLSTON.
 GA0518'2.2 MILES EAST ALONG THE DE VAULT BRIDGE ROAD FROM THE POST
 GA0518'OFFICE AT HOLSTON, SULLIVAN COUNTY, 0.2 MILE SOUTH OF THOMS,
 GA0518'OPPOSITE A DESERTED HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE
 GA0518'ROAD, IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE ROAD.  A
 GA0518'STANDARD DISK, STAMPED F 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1782 ***********************************************************************
 FB1782  DESIGNATION -  F 11
 FB1782  PID         -  FB1782
 FB1782  STATE/COUNTY-  TN/BLOUNT
 FB1782  USGS QUAD   -  CALDERWOOD (1964)
 FB1782
 FB1782                         *CURRENT SURVEY CONTROL
 FB1782  ___________________________________________________________________
 FB1782* NAD 83(1986)-  35 30 14.     (N)    083 58 55.     (W)     SCALED    
 FB1782* NAVD 88     -       432.447  (meters)    1418.79   (feet)  ADJUSTED  
 FB1782  ___________________________________________________________________
 FB1782  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FB1782  DYNAMIC HT  -         432.028 (meters)    1417.41  (feet)  COMP
 FB1782  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FB1782
 FB1782  VERT ORDER  -  FIRST     CLASS II
 FB1782
 FB1782.The horizontal coordinates were scaled from a topographic map and have
 FB1782.an estimated accuracy of +/- 6 seconds.
 FB1782
 FB1782.The orthometric height was determined by differential leveling
 FB1782.and adjusted by the National Geodetic Survey in June 1991..
 FB1782
 FB1782.The geoid height was determined by GEOID03.
 FB1782
 FB1782.The dynamic height is computed by dividing the NAVD 88
 FB1782.geopotential number by the normal gravity value computed on the
 FB1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1782.degrees latitude (g = 980.6199 gals.).
 FB1782
 FB1782.The modeled gravity was interpolated from observed gravity values.
 FB1782
 FB1782;                    North         East    Units  Estimated Accuracy
 FB1782;SPC TN       -   131,760.      783,070.      MT  (+/- 180 meters Scaled)
 FB1782
 FB1782                          SUPERSEDED SURVEY CONTROL
 FB1782
 FB1782  NGVD 29 (??/??/92)  432.561  (m)         1419.16   (f) ADJ UNCH    1 2
 FB1782
 FB1782.Superseded values are not recommended for survey control.
 FB1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1782.See file dsdata.txt to determine how the superseded data were derived.
 FB1782
 FB1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV295330(NAD 83)
 FB1782_MARKER: DB = BENCH MARK DISK
 FB1782_SETTING: 66 = SET IN ROCK OUTCROP
 FB1782_SP_SET: ROCK SHELF
 FB1782_STAMPING: 1419.351 F 11 1932
 FB1782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1782+STABILITY: POSITION/ELEVATION WELL
 FB1782
 FB1782  HISTORY     - Date     Condition        Report By
 FB1782  HISTORY     - 1932     MONUMENTED       CGS
 FB1782  HISTORY     - 1934     GOOD             NGS
 FB1782  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1782
 FB1782                          STATION DESCRIPTION
 FB1782
 FB1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1782'2.4 MI E FROM CALDERWOOD.
 FB1782'2.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN RAILWAY
 FB1782'STATION AT CALDERWOOD, BLOUNT COUNTY, 1.0 MILE EAST OF THE JUNCTION
 FB1782'OF THE ROAD LEADING TO CALDERWOOD, ABOUT 100 YARDS EAST OF A
 FB1782'SHARP CURVE TO THE SOUTH, ABOUT 150 FEET WEST OF A SHARP CURVE
 FB1782'TO THE NORTH, AT A 20-FOOT CUT, ON THE SOUTH SIDE OF THE HIGHWAY,
 FB1782'IN THE TOP OF A PROJECTING SHELF OF ROCK, AND ABOUT 4 FEET ABOVE
 FB1782'THE HIGHWAY.  A STANDARD DISK, STAMPED 1419.351 F 11 1932.
 FB1782
 FB1782                          STATION RECOVERY (1983)
 FB1782
 FB1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1782'NOT RECOVERED, A SEARCH WAS MADE AND THE 20-FOOT CUT HAS DETERIORATED
 FB1782'WITH ONLY A FEW BOULDERS LEFT, NO EVIDENCE OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1250 ***********************************************************************
 FZ1250  DESIGNATION -  F 110
 FZ1250  PID         -  FZ1250
 FZ1250  STATE/COUNTY-  TN/JOHNSON
 FZ1250  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1250
 FZ1250                         *CURRENT SURVEY CONTROL
 FZ1250  ___________________________________________________________________
 FZ1250* NAD 83(1986)-  36 31 31.     (N)    081 56 17.     (W)     SCALED    
 FZ1250* NAVD 88     -       848.923  (meters)    2785.17   (feet)  ADJUSTED  
 FZ1250  ___________________________________________________________________
 FZ1250  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1250  DYNAMIC HT  -         848.095 (meters)    2782.46  (feet)  COMP
 FZ1250  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 FZ1250
 FZ1250  VERT ORDER  -  SECOND    CLASS 0
 FZ1250
 FZ1250.The horizontal coordinates were scaled from a topographic map and have
 FZ1250.an estimated accuracy of +/- 6 seconds.
 FZ1250
 FZ1250.The orthometric height was determined by differential leveling
 FZ1250.and adjusted by the National Geodetic Survey in June 1991..
 FZ1250
 FZ1250.The geoid height was determined by GEOID03.
 FZ1250
 FZ1250.The dynamic height is computed by dividing the NAVD 88
 FZ1250.geopotential number by the normal gravity value computed on the
 FZ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1250.degrees latitude (g = 980.6199 gals.).
 FZ1250
 FZ1250.The modeled gravity was interpolated from observed gravity values.
 FZ1250
 FZ1250;                    North         East    Units  Estimated Accuracy
 FZ1250;SPC TN       -   250,750.      963,700.      MT  (+/- 180 meters Scaled)
 FZ1250
 FZ1250                          SUPERSEDED SURVEY CONTROL
 FZ1250
 FZ1250  NGVD 29 (??/??/92)  849.005  (m)         2785.44   (f) ADJ UNCH    2 0
 FZ1250
 FZ1250.Superseded values are not recommended for survey control.
 FZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1250.See file dsdata.txt to determine how the superseded data were derived.
 FZ1250
 FZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA160426(NAD 83)
 FZ1250_MARKER: DB = BENCH MARK DISK
 FZ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1250_STAMPING: F 110 1935
 FZ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1250+STABILITY: SURFACE MOTION
 FZ1250
 FZ1250  HISTORY     - Date     Condition        Report By
 FZ1250  HISTORY     - 1935     MONUMENTED       CGS
 FZ1250
 FZ1250                          STATION DESCRIPTION
 FZ1250
 FZ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1250'0.7 MI NW FROM SHADY VALLEY.
 FZ1250'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1250'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 900 FEET
 FZ1250'SOUTHEAST OF WINCHESTER SCHOOL, 500 FEET SOUTHEAST OF A ONE-STORY
 FZ1250'FARMHOUSE AT A ROAD JUNCTION, 300 FEET SOUTH OF A ONE-STORY
 FZ1250'FARMHOUSE AT THE EDGE OF THE TIMBER, 200 FEET NORTHWEST OF A
 FZ1250'ONE-STORY SHOP, 150 FEET NORTH OF A TWO-STORY BUILDING, 28 YARDS
 FZ1250'NORTH OF THE J.J. MORLEY GENERAL STORE, 35 FEET SOUTH OF A
 FZ1250'30-INCH WHITE OAK TREE, 23.7 FEET NORTHEAST OF THE CENTERLINE
 FZ1250'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE, AND 1 FOOT LOWER THAN
 FZ1250'THE HIGHWAY.  A STANDARD DISK, STAMPED F 110 1935 AND SET IN THE
 FZ1250'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0441 ***********************************************************************
 GA0441  DESIGNATION -  F 111
 GA0441  PID         -  GA0441
 GA0441  STATE/COUNTY-  TN/CARTER
 GA0441  USGS QUAD   -  WATAUGA DAM (1960)
 GA0441
 GA0441                         *CURRENT SURVEY CONTROL
 GA0441  ___________________________________________________________________
 GA0441* NAD 83(1986)-  36 19 53.     (N)    082 03 33.     (W)     SCALED    
 GA0441* NAVD 88     -       545.558  (meters)    1789.88   (feet)  ADJUSTED  
 GA0441  ___________________________________________________________________
 GA0441  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0441  DYNAMIC HT  -         545.007 (meters)    1788.08  (feet)  COMP
 GA0441  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 GA0441
 GA0441  VERT ORDER  -  SECOND    CLASS 0
 GA0441
 GA0441.The horizontal coordinates were scaled from a topographic map and have
 GA0441.an estimated accuracy of +/- 6 seconds.
 GA0441
 GA0441.The orthometric height was determined by differential leveling
 GA0441.and adjusted by the National Geodetic Survey in June 1991..
 GA0441
 GA0441.The geoid height was determined by GEOID03.
 GA0441
 GA0441.The dynamic height is computed by dividing the NAVD 88
 GA0441.geopotential number by the normal gravity value computed on the
 GA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0441.degrees latitude (g = 980.6199 gals.).
 GA0441
 GA0441.The modeled gravity was interpolated from observed gravity values.
 GA0441
 GA0441;                    North         East    Units  Estimated Accuracy
 GA0441;SPC TN       -   228,810.      953,730.      MT  (+/- 180 meters Scaled)
 GA0441
 GA0441                          SUPERSEDED SURVEY CONTROL
 GA0441
 GA0441  NGVD 29 (??/??/92)  545.664  (m)         1790.23   (f) ADJ UNCH    2 0
 GA0441
 GA0441.Superseded values are not recommended for survey control.
 GA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0441.See file dsdata.txt to determine how the superseded data were derived.
 GA0441
 GA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA049212(NAD 83)
 GA0441_MARKER: DB = BENCH MARK DISK
 GA0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0441_SP_SET: BRIDGE
 GA0441_STAMPING: F 111 1935
 GA0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0441
 GA0441  HISTORY     - Date     Condition        Report By
 GA0441  HISTORY     - 1935     MONUMENTED       CGS
 GA0441
 GA0441                          STATION DESCRIPTION
 GA0441
 GA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0441'1.1 MI E FROM FISH SPRINGS.
 GA0441'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0441'FISH SPRINGS, CARTER COUNTY, AT THE CROSSING OF STATE HIGHWAY
 GA0441'67, 52 FEET NORTHEAST OF THE NORTHEAST RAIL, 11 FEET NORTHWEST
 GA0441'OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE BRIDGE OVER
 GA0441'WATAUGA RIVER, ON THE WEST SIDE OF THE BRIDGE, 4 FEET NORTHEAST
 GA0441'OF THE SOUTH END, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GA0441'STAMPED F 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0461 ***********************************************************************
 GA0461  DESIGNATION -  F 112
 GA0461  PID         -  GA0461
 GA0461  STATE/COUNTY-  TN/CARTER
 GA0461  USGS QUAD   -  ELIZABETHTON (1968)
 GA0461
 GA0461                         *CURRENT SURVEY CONTROL
 GA0461  ___________________________________________________________________
 GA0461* NAD 83(1986)-  36 15 44.     (N)    082 12 25.     (W)     SCALED    
 GA0461* NAVD 88     -       634.894  (meters)    2082.98   (feet)  ADJUSTED  
 GA0461  ___________________________________________________________________
 GA0461  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0461  DYNAMIC HT  -         634.270 (meters)    2080.93  (feet)  COMP
 GA0461  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 GA0461
 GA0461  VERT ORDER  -  SECOND    CLASS 0
 GA0461
 GA0461.The horizontal coordinates were scaled from a topographic map and have
 GA0461.an estimated accuracy of +/- 6 seconds.
 GA0461
 GA0461.The orthometric height was determined by differential leveling
 GA0461.and adjusted by the National Geodetic Survey in June 1991..
 GA0461
 GA0461.The geoid height was determined by GEOID03.
 GA0461
 GA0461.The dynamic height is computed by dividing the NAVD 88
 GA0461.geopotential number by the normal gravity value computed on the
 GA0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0461.degrees latitude (g = 980.6199 gals.).
 GA0461
 GA0461.The modeled gravity was interpolated from observed gravity values.
 GA0461
 GA0461;                    North         East    Units  Estimated Accuracy
 GA0461;SPC TN       -   220,620.      940,770.      MT  (+/- 180 meters Scaled)
 GA0461
 GA0461                          SUPERSEDED SURVEY CONTROL
 GA0461
 GA0461  NGVD 29 (??/??/92)  635.026  (m)         2083.41   (f) ADJ UNCH    2 0
 GA0461
 GA0461.Superseded values are not recommended for survey control.
 GA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0461.See file dsdata.txt to determine how the superseded data were derived.
 GA0461
 GA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA915137(NAD 83)
 GA0461_MARKER: DB = BENCH MARK DISK
 GA0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0461_STAMPING: F 112 1935
 GA0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0461+STABILITY: SURFACE MOTION
 GA0461
 GA0461  HISTORY     - Date     Condition        Report By
 GA0461  HISTORY     - 1935     MONUMENTED       CGS
 GA0461  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0461
 GA0461                          STATION DESCRIPTION
 GA0461
 GA0461'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0461'1.8 MI S FROM HAMPTON.
 GA0461'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0461'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0461'COUNTY, 1.0 MILE WEST ALONG THE GAP CREEK ROAD, 95 YARDS WEST
 GA0461'OF THE EAST WALL OF THE J.W. RICHARDSON RESIDENCE, 25 YARDS
 GA0461'NORTHWEST OF A LOG STABLE, 8 YARDS NORTHWEST OF THE CENTERLINE
 GA0461'OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA0461'STAMPED F 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0461'NOTE-- LOCAL RESIDENT SAYS BENCH MARK IS STILL OKAY, BUT MARK IS
 GA0461'NOW 80 FEET SOUTH OF COUNTY ROAD, SINCE ROAD HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0971 ***********************************************************************
 GA0971  DESIGNATION -  F 113
 GA0971  PID         -  GA0971
 GA0971  STATE/COUNTY-  TN/WASHINGTON
 GA0971  USGS QUAD   -  TELFORD (1971)
 GA0971
 GA0971                         *CURRENT SURVEY CONTROL
 GA0971  ___________________________________________________________________
 GA0971* NAD 83(1986)-  36 12 21.     (N)    082 32 43.     (W)     SCALED    
 GA0971* NAVD 88     -       487.540  (meters)    1599.54   (feet)  POSTED    
 GA0971  ___________________________________________________________________
 GA0971  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0971  DYNAMIC HT  -         487.070 (meters)    1598.00  (feet)  COMP
 GA0971  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 GA0971
 GA0971  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0971
 GA0971.The horizontal coordinates were scaled from a topographic map and have
 GA0971.an estimated accuracy of +/- 6 seconds.
 GA0971
 GA0971.The orthometric height was determined by differential leveling
 GA0971.and adjusted by the National Geodetic Survey in 1992..
 GA0971.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0971.rate of 0.0 thru 1.0 mm/km.
 GA0971
 GA0971.The geoid height was determined by GEOID03.
 GA0971
 GA0971.The dynamic height is computed by dividing the NAVD 88
 GA0971.geopotential number by the normal gravity value computed on the
 GA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0971.degrees latitude (g = 980.6199 gals.).
 GA0971
 GA0971.The modeled gravity was interpolated from observed gravity values.
 GA0971
 GA0971;                    North         East    Units  Estimated Accuracy
 GA0971;SPC TN       -   213,240.      910,610.      MT  (+/- 180 meters Scaled)
 GA0971
 GA0971                          SUPERSEDED SURVEY CONTROL
 GA0971
 GA0971  NGVD 29 (??/??/92)  487.684  (m)         1600.01   (f) ADJ UNCH    2 0
 GA0971
 GA0971.Superseded values are not recommended for survey control.
 GA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0971.See file dsdata.txt to determine how the superseded data were derived.
 GA0971
 GA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA610078(NAD 83)
 GA0971_MARKER: DB = BENCH MARK DISK
 GA0971_SETTING: 66 = SET IN ROCK OUTCROP
 GA0971_SP_SET: LIMESTONE OUTCROP
 GA0971_STAMPING: F 113 1935
 GA0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0971+STABILITY: POSITION/ELEVATION WELL
 GA0971
 GA0971  HISTORY     - Date     Condition        Report By
 GA0971  HISTORY     - 1935     MONUMENTED       CGS
 GA0971  HISTORY     - 1955     GOOD             TVA
 GA0971
 GA0971                          STATION DESCRIPTION
 GA0971
 GA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0971'5 MI S FROM TELFORD.
 GA0971'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0971'AT TELFORD, WASHINGTON COUNTY, THENCE 2.2 MILES SOUTHEAST ALONG
 GA0971'A COUNTY ROAD LEADING PAST WASHINGTON COLLEGE, 2.0 MILES SOUTHEAST
 GA0971'OF WASHINGTON COLLEGE, 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 GA0971'ROAD LEADING SOUTH, ON THE A.H. BARNES PROPERTY, 25 FEET EAST
 GA0971'OF THE CENTERLINE OF THE ROAD, 30 FEET NORTHEAST OF A FENCE CORNER,
 GA0971'10 FEET NORTH OF A 24-INCH STUMP, AT THE EDGE OF THE WOODS,
 GA0971'IN THE TOP OF A LIMESTONE OUTCROP, AND 1 FOOT HIGHER THAN THE
 GA0971'ROAD, 2 FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0971'STAMPED F 113 1935.
 GA0971
 GA0971                          STATION RECOVERY (1955)
 GA0971
 GA0971'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1918 ***********************************************************************
 GA1918  DESIGNATION -  F 114
 GA1918  PID         -  GA1918
 GA1918  STATE/COUNTY-  TN/GREENE
 GA1918  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1918
 GA1918                         *CURRENT SURVEY CONTROL
 GA1918  ___________________________________________________________________
 GA1918* NAD 83(1986)-  36 05 01.     (N)    083 03 17.     (W)     SCALED    
 GA1918* NAVD 88     -       361.034  (meters)    1184.49   (feet)  ADJUSTED  
 GA1918  ___________________________________________________________________
 GA1918  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1918  DYNAMIC HT  -         360.694 (meters)    1183.38  (feet)  COMP
 GA1918  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GA1918
 GA1918  VERT ORDER  -  SECOND    CLASS 0
 GA1918
 GA1918.The horizontal coordinates were scaled from a topographic map and have
 GA1918.an estimated accuracy of +/- 6 seconds.
 GA1918
 GA1918.The orthometric height was determined by differential leveling
 GA1918.and adjusted by the National Geodetic Survey in June 1991..
 GA1918
 GA1918.The geoid height was determined by GEOID03.
 GA1918
 GA1918.The dynamic height is computed by dividing the NAVD 88
 GA1918.geopotential number by the normal gravity value computed on the
 GA1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1918.degrees latitude (g = 980.6199 gals.).
 GA1918
 GA1918.The modeled gravity was interpolated from observed gravity values.
 GA1918
 GA1918;                    North         East    Units  Estimated Accuracy
 GA1918;SPC TN       -   198,180.      865,230.      MT  (+/- 180 meters Scaled)
 GA1918
 GA1918                          SUPERSEDED SURVEY CONTROL
 GA1918
 GA1918  NGVD 29 (??/??/92)  361.188  (m)         1185.00   (f) ADJ UNCH    2 0
 GA1918
 GA1918.Superseded values are not recommended for survey control.
 GA1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1918.See file dsdata.txt to determine how the superseded data were derived.
 GA1918
 GA1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV149951(NAD 83)
 GA1918_MARKER: DB = BENCH MARK DISK
 GA1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1918_STAMPING: F 114 1935
 GA1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1918+STABILITY: SURFACE MOTION
 GA1918
 GA1918  HISTORY     - Date     Condition        Report By
 GA1918  HISTORY     - 1935     MONUMENTED       CGS
 GA1918  HISTORY     - 1950     GOOD             NGS
 GA1918
 GA1918                          STATION DESCRIPTION
 GA1918
 GA1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1918'5.2 MI SE FROM WARRENSBURG.
 GA1918'5.2 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1918'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.2 MILE SOUTHEAST
 GA1918'OF THE JUNCTION OF A ROAD LEADING WEST, 0.1 MILE WEST OF A
 GA1918'RIGHT-ANGLE CURVE, ON THE TOP OF A HILL, 17 FEET SOUTH OF THE
 GA1918'CENTERLINE OF THE HIGHWAY, 8 FEET SOUTHWEST OF A NORTHEAST
 GA1918'FENCE CORNER, AND 2 FEET WEST OF A FENCE LINE, 2 FEET SOUTHWEST
 GA1918'OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED F 114 1935 AND
 GA1918'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 GA1918'GROUND.
 GA1918
 GA1918                          STATION RECOVERY (1950)
 GA1918
 GA1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0686 ***********************************************************************
 GA0686  DESIGNATION -  F 115
 GA0686  PID         -  GA0686
 GA0686  STATE/COUNTY-  TN/GREENE
 GA0686  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0686
 GA0686                         *CURRENT SURVEY CONTROL
 GA0686  ___________________________________________________________________
 GA0686* NAD 83(1986)-  36 05 58.     (N)    082 47 08.     (W)     SCALED    
 GA0686* NAVD 88     -       419.241  (meters)    1375.46   (feet)  ADJUSTED  
 GA0686  ___________________________________________________________________
 GA0686  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0686  DYNAMIC HT  -         418.840 (meters)    1374.14  (feet)  COMP
 GA0686  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 GA0686
 GA0686  VERT ORDER  -  SECOND    CLASS 0
 GA0686
 GA0686.The horizontal coordinates were scaled from a topographic map and have
 GA0686.an estimated accuracy of +/- 6 seconds.
 GA0686
 GA0686.The orthometric height was determined by differential leveling
 GA0686.and adjusted by the National Geodetic Survey in June 1991..
 GA0686
 GA0686.The geoid height was determined by GEOID03.
 GA0686
 GA0686.The dynamic height is computed by dividing the NAVD 88
 GA0686.geopotential number by the normal gravity value computed on the
 GA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0686.degrees latitude (g = 980.6199 gals.).
 GA0686
 GA0686.The modeled gravity was interpolated from observed gravity values.
 GA0686
 GA0686;                    North         East    Units  Estimated Accuracy
 GA0686;SPC TN       -   200,700.      889,400.      MT  (+/- 180 meters Scaled)
 GA0686
 GA0686                          SUPERSEDED SURVEY CONTROL
 GA0686
 GA0686  NGVD 29 (??/??/92)  419.364  (m)         1375.86   (f) ADJ UNCH    2 0
 GA0686
 GA0686.Superseded values are not recommended for survey control.
 GA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0686.See file dsdata.txt to determine how the superseded data were derived.
 GA0686
 GA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV392964(NAD 83)
 GA0686_MARKER: DB = BENCH MARK DISK
 GA0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0686_STAMPING: F 115 1935
 GA0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0686+STABILITY: SURFACE MOTION
 GA0686
 GA0686  HISTORY     - Date     Condition        Report By
 GA0686  HISTORY     - 1935     MONUMENTED       CGS
 GA0686  HISTORY     - 1950     GOOD             TVA
 GA0686
 GA0686                          STATION DESCRIPTION
 GA0686
 GA0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0686'2 MI W FROM JONES BRIDGE.
 GA0686'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0686'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE
 GA0686'1.0 MILE WEST ALONG THE OLD JONESBORO HIGHWAY, 0.15 MILE NORTHEAST
 GA0686'OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, AT THE I.N.
 GA0686'JOHNSON RESIDENCE, 31.6 FEET NORTHWEST OF THE WEST CORNER OF THE
 GA0686'HOUSE, 30.7 FEET NORTHEAST OF A 20-INCH BOXWOOD TREE, 19.5 FEET
 GA0686'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.5 FEET SOUTHWEST
 GA0686'OF THE CENTERLINE OF A WALK LEADING TO THE HOUSE.  A STANDARD
 GA0686'DISK, STAMPED F 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0686'FLUSH WITH THE GROUND.
 GA0686
 GA0686                          STATION RECOVERY (1950)
 GA0686
 GA0686'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0590 ***********************************************************************
 GA0590  DESIGNATION -  F 116
 GA0590  PID         -  GA0590
 GA0590  STATE/COUNTY-  TN/WASHINGTON
 GA0590  USGS QUAD   -  JONESBOROUGH (1968)
 GA0590
 GA0590                         *CURRENT SURVEY CONTROL
 GA0590  ___________________________________________________________________
 GA0590* NAD 83(1986)-  36 15 30.     (N)    082 29 03.     (W)     SCALED    
 GA0590* NAVD 88     -       518.238  (meters)    1700.25   (feet)  ADJUSTED  
 GA0590  ___________________________________________________________________
 GA0590  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0590  DYNAMIC HT  -         517.743 (meters)    1698.63  (feet)  COMP
 GA0590  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 GA0590
 GA0590  VERT ORDER  -  SECOND    CLASS 0
 GA0590
 GA0590.The horizontal coordinates were scaled from a topographic map and have
 GA0590.an estimated accuracy of +/- 6 seconds.
 GA0590
 GA0590.The orthometric height was determined by differential leveling
 GA0590.and adjusted by the National Geodetic Survey in June 1991..
 GA0590
 GA0590.The geoid height was determined by GEOID03.
 GA0590
 GA0590.The dynamic height is computed by dividing the NAVD 88
 GA0590.geopotential number by the normal gravity value computed on the
 GA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0590.degrees latitude (g = 980.6199 gals.).
 GA0590
 GA0590.The modeled gravity was interpolated from observed gravity values.
 GA0590
 GA0590;                    North         East    Units  Estimated Accuracy
 GA0590;SPC TN       -   219,250.      915,890.      MT  (+/- 180 meters Scaled)
 GA0590
 GA0590                          SUPERSEDED SURVEY CONTROL
 GA0590
 GA0590  NGVD 29 (??/??/92)  518.378  (m)         1700.71   (f) ADJ UNCH    2 0
 GA0590
 GA0590.Superseded values are not recommended for survey control.
 GA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0590.See file dsdata.txt to determine how the superseded data were derived.
 GA0590
 GA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA666136(NAD 83)
 GA0590_MARKER: DB = BENCH MARK DISK
 GA0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0590_STAMPING: F 116 1935
 GA0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0590+STABILITY: SURFACE MOTION
 GA0590
 GA0590  HISTORY     - Date     Condition        Report By
 GA0590  HISTORY     - 1935     MONUMENTED       CGS
 GA0590
 GA0590                          STATION DESCRIPTION
 GA0590
 GA0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0590'3.2 MI S FROM JONESBORO.
 GA0590'3.2 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0590'AT JONESBORO, WASHINGTON COUNTY, 2.1 MILES SOUTH OF THE
 GA0590'JUNCTION OF U.S. HIGHWAY 11 E, 310 YARDS NORTH OF A GRAVEL-ROAD
 GA0590'CROSSING, ON THE PROPERTY OF MRS. ELIZA REED, 42 YARDS NORTHWEST
 GA0590'OF THE NORTHWEST CORNER OF THE HOUSE, AT THE SOUTHEAST CORNER
 GA0590'OF A GROVE, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 GA0590'NORTH OF THE CENTER OF A FIELD GATE, 3.2 FEET SOUTHWEST OF A FENCE
 GA0590'CORNER, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0590'STAMPED F 116 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA0590'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0550 ***********************************************************************
 GA0550  DESIGNATION -  F 117
 GA0550  PID         -  GA0550
 GA0550  STATE/COUNTY-  TN/WASHINGTON
 GA0550  USGS QUAD   -  BOONE DAM (1968)
 GA0550
 GA0550                         *CURRENT SURVEY CONTROL
 GA0550  ___________________________________________________________________
 GA0550* NAD 83(1986)-  36 23 41.     (N)    082 26 33.     (W)     SCALED    
 GA0550* NAVD 88     -       485.399  (meters)    1592.51   (feet)  ADJUSTED  
 GA0550  ___________________________________________________________________
 GA0550  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0550  DYNAMIC HT  -         484.943 (meters)    1591.02  (feet)  COMP
 GA0550  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 GA0550
 GA0550  VERT ORDER  -  SECOND    CLASS 0
 GA0550
 GA0550.The horizontal coordinates were scaled from a topographic map and have
 GA0550.an estimated accuracy of +/- 6 seconds.
 GA0550
 GA0550.The orthometric height was determined by differential leveling
 GA0550.and adjusted by the National Geodetic Survey in June 1991..
 GA0550
 GA0550.The geoid height was determined by GEOID03.
 GA0550
 GA0550.The dynamic height is computed by dividing the NAVD 88
 GA0550.geopotential number by the normal gravity value computed on the
 GA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0550.degrees latitude (g = 980.6199 gals.).
 GA0550
 GA0550.The modeled gravity was interpolated from observed gravity values.
 GA0550
 GA0550;                    North         East    Units  Estimated Accuracy
 GA0550;SPC TN       -   234,510.      919,080.      MT  (+/- 180 meters Scaled)
 GA0550
 GA0550                          SUPERSEDED SURVEY CONTROL
 GA0550
 GA0550  NGVD 29 (??/??/92)  485.543  (m)         1592.99   (f) ADJ UNCH    2 0
 GA0550
 GA0550.Superseded values are not recommended for survey control.
 GA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0550.See file dsdata.txt to determine how the superseded data were derived.
 GA0550
 GA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA706286(NAD 83)
 GA0550_MARKER: DB = BENCH MARK DISK
 GA0550_SETTING: 66 = SET IN ROCK OUTCROP
 GA0550_SP_SET: SET IN ROCK OUTCROP
 GA0550_STAMPING: F 117 1935
 GA0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0550+STABILITY: POSITION/ELEVATION WELL
 GA0550
 GA0550  HISTORY     - Date     Condition        Report By
 GA0550  HISTORY     - 1935     MONUMENTED       CGS
 GA0550
 GA0550                          STATION DESCRIPTION
 GA0550
 GA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0550'1.4 MI N FROM BOONE.
 GA0550'1.4 MILES NORTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0550'FROM THE STATION AT BOONE, WASHINGTON COUNTY, 70 FEET SOUTHEAST
 GA0550'OF A LARGE GROUP OF LOCUST TREES, 14 FEET EAST OF THE EAST RAIL,
 GA0550'IN THE TOP OF A ROCK OUTCROP, AND 2-1/2 FEET HIGHER THAN THE
 GA0550'TRACK.  A STANDARD DISK, STAMPED F 117 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0987 ***********************************************************************
 GA0987  DESIGNATION -  F 118
 GA0987  PID         -  GA0987
 GA0987  STATE/COUNTY-  TN/GREENE
 GA0987  USGS QUAD   -  CEDAR CREEK (1980)
 GA0987
 GA0987                         *CURRENT SURVEY CONTROL
 GA0987  ___________________________________________________________________
 GA0987* NAD 83(1986)-  36 06 29.     (N)    082 55 03.     (W)     SCALED    
 GA0987* NAVD 88     -       411.787  (meters)    1351.00   (feet)  ADJUSTED  
 GA0987  ___________________________________________________________________
 GA0987  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0987  DYNAMIC HT  -         411.397 (meters)    1349.72  (feet)  COMP
 GA0987  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 GA0987
 GA0987  VERT ORDER  -  SECOND    CLASS 0
 GA0987
 GA0987.The horizontal coordinates were scaled from a topographic map and have
 GA0987.an estimated accuracy of +/- 6 seconds.
 GA0987
 GA0987.The orthometric height was determined by differential leveling
 GA0987.and adjusted by the National Geodetic Survey in June 1991..
 GA0987
 GA0987.The geoid height was determined by GEOID03.
 GA0987
 GA0987.The dynamic height is computed by dividing the NAVD 88
 GA0987.geopotential number by the normal gravity value computed on the
 GA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0987.degrees latitude (g = 980.6199 gals.).
 GA0987
 GA0987.The modeled gravity was interpolated from observed gravity values.
 GA0987
 GA0987;                    North         East    Units  Estimated Accuracy
 GA0987;SPC TN       -   201,280.      877,490.      MT  (+/- 180 meters Scaled)
 GA0987
 GA0987                          SUPERSEDED SURVEY CONTROL
 GA0987
 GA0987  NGVD 29 (??/??/92)  411.931  (m)         1351.48   (f) ADJ UNCH    2 0
 GA0987
 GA0987.Superseded values are not recommended for survey control.
 GA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0987.See file dsdata.txt to determine how the superseded data were derived.
 GA0987
 GA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV274976(NAD 83)
 GA0987_MARKER: DB = BENCH MARK DISK
 GA0987_SETTING: 0 = UNSPECIFIED SETTING
 GA0987_STAMPING: F 118 1935
 GA0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0987
 GA0987  HISTORY     - Date     Condition        Report By
 GA0987  HISTORY     - 1935     MONUMENTED       CGS
 GA0987  HISTORY     - 1950     GOOD             TVA
 GA0987
 GA0987                          STATION DESCRIPTION
 GA0987
 GA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0987'6.3 MI SW FROM GREENEVILLE.
 GA0987'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0987'AT GREENEVILLE, GREENE COUNTY, AT THE MAGGIE LAMONS RESIDENCE,
 GA0987'112 FEET NORTHWEST OF THE NORTH CORNER, 80 FEET EAST OF THE
 GA0987'CENTERLINE OF U.S. HIGHWAY 411, 16 FEET NORTH OF THE CENTERLINE
 GA0987'OF A DIRT ROAD AND 7.5 FEET NORTHEAST OF STEEL WITNESS POST,
 GA0987'AND 2 YARDS HIGHER THAN U.S. HIGHWAY 411.  A STANDARD DISK,
 GA0987'STAMPED F 118 1935.
 GA0987
 GA0987                          STATION RECOVERY (1950)
 GA0987
 GA0987'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1931 ***********************************************************************
 GA1931  DESIGNATION -  F 119
 GA1931  PID         -  GA1931
 GA1931  STATE/COUNTY-  TN/GREENE
 GA1931  USGS QUAD   -  MOHAWK (1980)
 GA1931
 GA1931                         *CURRENT SURVEY CONTROL
 GA1931  ___________________________________________________________________
 GA1931* NAD 83(1986)-  36 09 56.     (N)    083 07 14.     (W)     SCALED    
 GA1931* NAVD 88     -       325.497  (meters)    1067.90   (feet)  ADJUSTED  
 GA1931  ___________________________________________________________________
 GA1931  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA1931  DYNAMIC HT  -         325.196 (meters)    1066.91  (feet)  COMP
 GA1931  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 GA1931
 GA1931  VERT ORDER  -  SECOND    CLASS 0
 GA1931
 GA1931.The horizontal coordinates were scaled from a topographic map and have
 GA1931.an estimated accuracy of +/- 6 seconds.
 GA1931
 GA1931.The orthometric height was determined by differential leveling
 GA1931.and adjusted by the National Geodetic Survey in June 1991..
 GA1931
 GA1931.The geoid height was determined by GEOID03.
 GA1931
 GA1931.The dynamic height is computed by dividing the NAVD 88
 GA1931.geopotential number by the normal gravity value computed on the
 GA1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1931.degrees latitude (g = 980.6199 gals.).
 GA1931
 GA1931.The modeled gravity was interpolated from observed gravity values.
 GA1931
 GA1931;                    North         East    Units  Estimated Accuracy
 GA1931;SPC TN       -   207,100.      859,030.      MT  (+/- 180 meters Scaled)
 GA1931
 GA1931                          SUPERSEDED SURVEY CONTROL
 GA1931
 GA1931  NGVD 29 (??/??/92)  325.655  (m)         1068.42   (f) ADJ UNCH    2 0
 GA1931
 GA1931.Superseded values are not recommended for survey control.
 GA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1931.See file dsdata.txt to determine how the superseded data were derived.
 GA1931
 GA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA092043(NAD 83)
 GA1931_MARKER: DB = BENCH MARK DISK
 GA1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1931_STAMPING: F 119 1935
 GA1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1931+STABILITY: SURFACE MOTION
 GA1931
 GA1931  HISTORY     - Date     Condition        Report By
 GA1931  HISTORY     - 1935     MONUMENTED       CGS
 GA1931  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA1931
 GA1931                          STATION DESCRIPTION
 GA1931
 GA1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1931'2.1 MI NE FROM BEULAH.
 GA1931'2.1 MILES NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1931'BEULAH, 333 YARDS NORTHEAST OF MAC DONALD SCHOOL, 9 YARDS WEST
 GA1931'OF THE JUNCTION OF A ROAD LEADING NORTH, 7 YARDS NORTH OF THE
 GA1931'CENTERLINE OF THE ROAD, 3 YARDS SOUTHWEST OF A FENCE CORNER,
 GA1931'2 FEET NORTH OF A FENCE LINE, AND LEVEL WITH THE ROAD.  A
 GA1931'STANDARD DISK, STAMPED F 119 1935 AND SET IN THE TOP OF A
 GA1931'CONCRETE POST.
 GA1931
 GA1931                          STATION RECOVERY (1950)
 GA1931
 GA1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0416 ***********************************************************************
 GA0416  DESIGNATION -  F 12
 GA0416  PID         -  GA0416
 GA0416  STATE/COUNTY-  TN/CARTER
 GA0416  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0416
 GA0416                         *CURRENT SURVEY CONTROL
 GA0416  ___________________________________________________________________
 GA0416* NAD 83(1986)-  36 10 34.     (N)    082 01 12.     (W)     SCALED    
 GA0416* NAVD 88     -       879.439  (meters)    2885.29   (feet)  ADJUSTED  
 GA0416  ___________________________________________________________________
 GA0416  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0416  DYNAMIC HT  -         878.524 (meters)    2882.29  (feet)  COMP
 GA0416  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 GA0416
 GA0416  VERT ORDER  -  FIRST     CLASS II
 GA0416
 GA0416.The horizontal coordinates were scaled from a topographic map and have
 GA0416.an estimated accuracy of +/- 6 seconds.
 GA0416
 GA0416.The orthometric height was determined by differential leveling
 GA0416.and adjusted by the National Geodetic Survey in June 1991..
 GA0416
 GA0416.The geoid height was determined by GEOID03.
 GA0416
 GA0416.The dynamic height is computed by dividing the NAVD 88
 GA0416.geopotential number by the normal gravity value computed on the
 GA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0416.degrees latitude (g = 980.6199 gals.).
 GA0416
 GA0416.The modeled gravity was interpolated from observed gravity values.
 GA0416
 GA0416;                    North         East    Units  Estimated Accuracy
 GA0416;SPC TN       -   211,740.      957,940.      MT  (+/- 180 meters Scaled)
 GA0416
 GA0416                          SUPERSEDED SURVEY CONTROL
 GA0416
 GA0416  NGVD 29 (??/??/92)  879.538  (m)         2885.62   (f) ADJ UNCH    1 2
 GA0416
 GA0416.Superseded values are not recommended for survey control.
 GA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0416.See file dsdata.txt to determine how the superseded data were derived.
 GA0416
 GA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA082039(NAD 83)
 GA0416_MARKER: DB = BENCH MARK DISK
 GA0416_SETTING: 66 = SET IN ROCK OUTCROP
 GA0416_SP_SET: SET IN ROCK OUTCROP
 GA0416_STAMPING: 2885.618 F 12 1933
 GA0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0416+STABILITY: POSITION/ELEVATION WELL
 GA0416
 GA0416  HISTORY     - Date     Condition        Report By
 GA0416  HISTORY     - 1933     MONUMENTED       CGS
 GA0416
 GA0416                          STATION DESCRIPTION
 GA0416
 GA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0416'1.8 MI SE FROM SHELL CREEK.
 GA0416'1.8 MILES SOUTHEAST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0416'CAROLINA RAILROAD FROM SHELL CREEK, CARTER COUNTY, 395 FEET WEST
 GA0416'OF MILEPOST 29, 325 FEET EAST OF THE EAST END OF A TRESTLE, 9
 GA0416'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET HIGHER THAN THE
 GA0416'RAIL, AND IN THE SIDE OF THE ROCK WALL OF A CUT.  A STANDARD
 GA0416'DISK, STAMPED 2885.618 F 12 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1115 ***********************************************************************
 FB1115  DESIGNATION -  F 121
 FB1115  PID         -  FB1115
 FB1115  STATE/COUNTY-  TN/GREENE
 FB1115  USGS QUAD   -  PAINT ROCK (1991)
 FB1115
 FB1115                         *CURRENT SURVEY CONTROL
 FB1115  ___________________________________________________________________
 FB1115* NAD 83(1986)-  35 58 30.     (N)    082 53 54.     (W)     SCALED    
 FB1115* NAVD 88     -       571.51   (+/-2cm)    1875.0    (feet)  VERTCON   
 FB1115  ___________________________________________________________________
 FB1115  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1115
 FB1115  VERT ORDER  -  ? (See Below)
 FB1115
 FB1115.The horizontal coordinates were scaled from a topographic map and have
 FB1115.an estimated accuracy of +/- 6 seconds.
 FB1115
 FB1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1115.The vertical order pertains to the NGVD 29 superseded value.
 FB1115
 FB1115.The geoid height was determined by GEOID03.
 FB1115
 FB1115;                    North         East    Units  Estimated Accuracy
 FB1115;SPC TN       -   186,570.      879,690.      MT  (+/- 180 meters Scaled)
 FB1115
 FB1115                          SUPERSEDED SURVEY CONTROL
 FB1115
 FB1115  NGVD 29 (??/??/92)  571.634  (m)         1875.44   (f) ADJ UNCH    ?  
 FB1115
 FB1115.Superseded values are not recommended for survey control.
 FB1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1115.See file dsdata.txt to determine how the superseded data were derived.
 FB1115
 FB1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV288828(NAD 83)
 FB1115_MARKER: DB = BENCH MARK DISK
 FB1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1115_STAMPING: F 121 1935
 FB1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1115+STABILITY: SURFACE MOTION
 FB1115
 FB1115  HISTORY     - Date     Condition        Report By
 FB1115  HISTORY     - 1935     MONUMENTED       CGS
 FB1115  HISTORY     - 1955     GOOD             NGS
 FB1115
 FB1115                          STATION DESCRIPTION
 FB1115
 FB1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1115'9.3 MI NE FROM WOLF CREEK.
 FB1115'IN GREENE COUNTY, 9.3 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 FB1115'FROM WOLF CREEK, COCKE COUNTY, ON THE T.W. RICKET PROPERTY, 250
 FB1115'FEET SOUTHWEST OF THE HOUSE, 94 FEET SOUTH OF A BARN, 70 FEET EAST
 FB1115'OF A WOODEN BRIDGE, 60 FEET SOUTHEAST OF A CONCRETE CULVERT, 67.5
 FB1115'FEET SOUTHWEST OF A PAINTED POLE, 50 FEET SOUTH OF THE ROAD, 25
 FB1115'FEET SOUTH OF A LARGE DITCH, AND 20 FEET EAST OF A 14-INCH
 FB1115'CHERRY TREE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FB1115'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1280 ***********************************************************************
 FB1280  DESIGNATION -  F 122
 FB1280  PID         -  FB1280
 FB1280  STATE/COUNTY-  TN/COCKE
 FB1280  USGS QUAD   -  JONES COVE (1978)
 FB1280
 FB1280                         *CURRENT SURVEY CONTROL
 FB1280  ___________________________________________________________________
 FB1280* NAD 83(1986)-  35 51 22.     (N)    083 16 59.     (W)     SCALED    
 FB1280* NAVD 88     -       414.05   (+/-2cm)    1358.4    (feet)  VERTCON   
 FB1280  ___________________________________________________________________
 FB1280  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1280
 FB1280  VERT ORDER  -  ? (See Below)
 FB1280
 FB1280.The horizontal coordinates were scaled from a topographic map and have
 FB1280.an estimated accuracy of +/- 6 seconds.
 FB1280
 FB1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1280.The vertical order pertains to the NGVD 29 superseded value.
 FB1280
 FB1280.The geoid height was determined by GEOID03.
 FB1280
 FB1280;                    North         East    Units  Estimated Accuracy
 FB1280;SPC TN       -   172,360.      845,370.      MT  (+/- 180 meters Scaled)
 FB1280
 FB1280                          SUPERSEDED SURVEY CONTROL
 FB1280
 FB1280  NGVD 29 (??/??/92)  414.208  (m)         1358.95   (f) ADJ UNCH    ?  
 FB1280
 FB1280.Superseded values are not recommended for survey control.
 FB1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1280.See file dsdata.txt to determine how the superseded data were derived.
 FB1280
 FB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV938703(NAD 83)
 FB1280_MARKER: DB = BENCH MARK DISK
 FB1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1280_STAMPING: F 122 1935
 FB1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1280+STABILITY: SURFACE MOTION
 FB1280
 FB1280  HISTORY     - Date     Condition        Report By
 FB1280  HISTORY     - 1935     MONUMENTED       CGS
 FB1280  HISTORY     - 1949     GOOD             NGS
 FB1280
 FB1280                          STATION DESCRIPTION
 FB1280
 FB1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1280'2.3 MI SW FROM JENKINS CHURCH.
 FB1280'2.3 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1280'COCKE COUNTY, ON THE PROPERTY OF ALLEN WATSON, 500 FEET SOUTHEAST
 FB1280'OF THE WATSON HOUSE, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FB1280'ROAD, 16.4 FEET SOUTHEAST OF A 4-INCH WALNUT TREE, 15.5 FEET
 FB1280'SOUTHEAST OF A 6-INCH BLACK WALNUT TREE WHICH IS MARKED WITH A
 FB1280'NAIL AND BOTTLE CAP AND IS IN A FENCE LINE, 5.2 FEET NORTHEAST
 FB1280'OF A 24-INCH APPLE TREE, 12 FEET SOUTHWEST OF AN OLD ROAD, 1 FOOT
 FB1280'SOUTHEAST OF A SIGN, 1 FOOT SOUTH OF THE NORTH FENCE OF A COWPEN,
 FB1280'AND NEAR THE MIDDLE OF THE COWPEN.  A STANDARD DISK, STAMPED
 FB1280'F 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1375 ***********************************************************************
 FB1375  DESIGNATION -  F 122 X
 FB1375  PID         -  FB1375
 FB1375  STATE/COUNTY-  TN/JEFFERSON
 FB1375  USGS QUAD   -  SHADY GROVE (1980)
 FB1375
 FB1375                         *CURRENT SURVEY CONTROL
 FB1375  ___________________________________________________________________
 FB1375* NAD 83(1986)-  35 59 05.     (N)    083 23 40.     (W)     SCALED    
 FB1375* NAVD 88     -       336.10   (+/-2cm)    1102.7    (feet)  VERTCON   
 FB1375  ___________________________________________________________________
 FB1375  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FB1375
 FB1375  VERT ORDER  -  ? (See Below)
 FB1375
 FB1375.The horizontal coordinates were scaled from a topographic map and have
 FB1375.an estimated accuracy of +/- 6 seconds.
 FB1375
 FB1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1375.The vertical order pertains to the NGVD 29 superseded value.
 FB1375
 FB1375.The geoid height was determined by GEOID03.
 FB1375
 FB1375;                    North         East    Units  Estimated Accuracy
 FB1375;SPC TN       -   186,350.      834,930.      MT  (+/- 180 meters Scaled)
 FB1375
 FB1375                          SUPERSEDED SURVEY CONTROL
 FB1375
 FB1375  NGVD 29 (??/??/92)  336.273  (m)         1103.26   (f) ADJ UNCH    ?  
 FB1375
 FB1375.Superseded values are not recommended for survey control.
 FB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1375.See file dsdata.txt to determine how the superseded data were derived.
 FB1375
 FB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV841849(NAD 83)
 FB1375_MARKER: DB = BENCH MARK DISK
 FB1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1375+STABILITY: SURFACE MOTION
 FB1375
 FB1375  HISTORY     - Date     Condition        Report By
 FB1375  HISTORY     - UNK      MONUMENTED       CGS
 FB1375  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1375
 FB1375                          STATION DESCRIPTION
 FB1375
 FB1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1375'3 MI SE FROM DANDRIDGE.
 FB1375'3.0 MILES SOUTHEAST OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1375'COUNTY, 150 FEET SOUTH OF A SHARP BEND IN THE ROAD, 39 FEET
 FB1375'EAST OF A PAINTED CROSS ON A ROCK, 18 FEET SOUTHEAST OF THE ROAD,
 FB1375'12.4 FEET SOUTH OF A 6-INCH POPLAR TREE, AND OPPOSITE A CUT BANK.
 FB1375'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FB1375'NOTE-- ROAD HAS BEEN RELOCATED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1331 ***********************************************************************
 FB1331  DESIGNATION -  F 125
 FB1331  PID         -  FB1331
 FB1331  STATE/COUNTY-  TN/COCKE
 FB1331  USGS QUAD   -  HARTFORD (1968)
 FB1331
 FB1331                         *CURRENT SURVEY CONTROL
 FB1331  ___________________________________________________________________
 FB1331* NAD 83(1986)-  35 49 09.     (N)    083 09 23.     (W)     SCALED    
 FB1331* NAVD 88     -       386.25   (+/-2cm)    1267.2    (feet)  VERTCON   
 FB1331  ___________________________________________________________________
 FB1331  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB1331
 FB1331  VERT ORDER  -  ? (See Below)
 FB1331
 FB1331.The horizontal coordinates were scaled from a topographic map and have
 FB1331.an estimated accuracy of +/- 6 seconds.
 FB1331
 FB1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1331.The vertical order pertains to the NGVD 29 superseded value.
 FB1331
 FB1331.The geoid height was determined by GEOID03.
 FB1331
 FB1331;                    North         East    Units  Estimated Accuracy
 FB1331;SPC TN       -   168,580.      856,930.      MT  (+/- 180 meters Scaled)
 FB1331
 FB1331                          SUPERSEDED SURVEY CONTROL
 FB1331
 FB1331  NGVD 29 (??/??/92)  386.391  (m)         1267.68   (f) ADJ UNCH    ?  
 FB1331
 FB1331.Superseded values are not recommended for survey control.
 FB1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1331.See file dsdata.txt to determine how the superseded data were derived.
 FB1331
 FB1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV051660(NAD 83)
 FB1331_MARKER: DB = BENCH MARK DISK
 FB1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1331_STAMPING: F 125 1935
 FB1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1331+STABILITY: SURFACE MOTION
 FB1331
 FB1331  HISTORY     - Date     Condition        Report By
 FB1331  HISTORY     - 1935     MONUMENTED       CGS
 FB1331  HISTORY     - 1961     MARK NOT FOUND   NGS
 FB1331
 FB1331                          STATION DESCRIPTION
 FB1331
 FB1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1331'0.9 MI NW FROM HARTFORD.
 FB1331'0.9 MILE WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE COUNTY,
 FB1331'225 FEET NORTHWEST OF PIGEON RIVER, OPPOSITE THE LOWER END OF
 FB1331'THE TOWHEAD BELOW SMITH ISLAND, 120 FEET NORTHWEST OF THE
 FB1331'TENNESSEE AND NORTH CAROLINA RAILWAY, 13 FEET SOUTHEAST OF THE
 FB1331'ROAD, 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A SAGE FIELD, 9
 FB1331'FEET EAST OF AN OLD FARM LANE, AND 6 FEET SOUTHEAST OF A FENCE
 FB1331'LINE IN A WEED FIELD.  A STANDARD DISK, STAMPED F 125 1935 AND
 FB1331'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2057 ***********************************************************************
 FB2057  DESIGNATION -  F 127
 FB2057  PID         -  FB2057
 FB2057  STATE/COUNTY-  TN/SEVIER
 FB2057  USGS QUAD   -  PIGEON FORGE (1970)
 FB2057
 FB2057                         *CURRENT SURVEY CONTROL
 FB2057  ___________________________________________________________________
 FB2057* NAD 83(1986)-  35 45 30.     (N)    083 36 20.     (W)     SCALED    
 FB2057* NAVD 88     -       387.25   (+/-2cm)    1270.5    (feet)  VERTCON   
 FB2057  ___________________________________________________________________
 FB2057  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB2057
 FB2057  VERT ORDER  -  ? (See Below)
 FB2057
 FB2057.The horizontal coordinates were scaled from a topographic map and have
 FB2057.an estimated accuracy of +/- 6 seconds.
 FB2057
 FB2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2057.The vertical order pertains to the NGVD 29 superseded value.
 FB2057
 FB2057.The geoid height was determined by GEOID03.
 FB2057
 FB2057;                    North         East    Units  Estimated Accuracy
 FB2057;SPC TN       -   160,750.      816,520.      MT  (+/- 180 meters Scaled)
 FB2057
 FB2057                          SUPERSEDED SURVEY CONTROL
 FB2057
 FB2057  NGVD 29 (??/??/92)  387.354  (m)         1270.84   (f) ADJ UNCH    ?  
 FB2057
 FB2057.Superseded values are not recommended for survey control.
 FB2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2057.See file dsdata.txt to determine how the superseded data were derived.
 FB2057
 FB2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV644602(NAD 83)
 FB2057_MARKER: DB = BENCH MARK DISK
 FB2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2057_STAMPING: F 127 1935
 FB2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2057+STABILITY: SURFACE MOTION
 FB2057
 FB2057  HISTORY     - Date     Condition        Report By
 FB2057  HISTORY     - 1935     MONUMENTED       CGS
 FB2057  HISTORY     - 1949     GOOD             NGS
 FB2057  HISTORY     - 1972     GOOD             TVA
 FB2057
 FB2057                          STATION DESCRIPTION
 FB2057
 FB2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2057'12.7 MI S FROM SEVIERVILLE.
 FB2057'12.7 MILES SOUTH OF SEVIERVILLE, 6.2 MILES SOUTHWEST OF THE POST
 FB2057'OFFICE AT PIGEON FORGE, 120 FEET NORTHWEST OF THE RICHARD CLABOUGH
 FB2057'HOUSE, 90 FEET NORTHWEST OF A STREAM, AT THE JUNCTION OF THE
 FB2057'LITTLE COVE CREEK ROAD AND THE WEAR VALLEY ROAD, 35 FEET SOUTH
 FB2057'OF THE JUNCTION, 20.8 FEET NORTHEAST OF A 10-INCH CEDAR TREE,
 FB2057'OPPOSITE A 10-FOOT ROAD CUT, 12 FEET SOUTHWEST OF A GAP IN A
 FB2057'FENCE, AND 2 FEET EAST OF A BOARD FENCE.  A STANDARD DISK,
 FB2057'STAMPED F 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2057'CONTROL MARKER SIGN SET 1.0 FT NORTHWEST OF MONUMENT.
 FB2057
 FB2057                          STATION RECOVERY (1972)
 FB2057
 FB2057'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1173 ***********************************************************************
 FB1173  DESIGNATION -  F 128
 FB1173  PID         -  FB1173
 FB1173  STATE/COUNTY-  TN/COCKE
 FB1173  USGS QUAD   -  NEWPORT (1992)
 FB1173
 FB1173                         *CURRENT SURVEY CONTROL
 FB1173  ___________________________________________________________________
 FB1173* NAD 83(1986)-  35 57 55.     (N)    083 10 32.     (W)     SCALED    
 FB1173* NAVD 88     -       327.021  (meters)    1072.90   (feet)  ADJUSTED  
 FB1173  ___________________________________________________________________
 FB1173  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FB1173  DYNAMIC HT  -         326.711 (meters)    1071.88  (feet)  COMP
 FB1173  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FB1173
 FB1173  VERT ORDER  -  FIRST     CLASS I
 FB1173
 FB1173.The horizontal coordinates were scaled from a topographic map and have
 FB1173.an estimated accuracy of +/- 6 seconds.
 FB1173
 FB1173.The orthometric height was determined by differential leveling
 FB1173.and adjusted by the National Geodetic Survey in June 1991..
 FB1173.WARNING-Repeat measurements at this control monument indicate possible
 FB1173.vertical movement.
 FB1173
 FB1173.The geoid height was determined by GEOID03.
 FB1173
 FB1173.The dynamic height is computed by dividing the NAVD 88
 FB1173.geopotential number by the normal gravity value computed on the
 FB1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1173.degrees latitude (g = 980.6199 gals.).
 FB1173
 FB1173.The modeled gravity was interpolated from observed gravity values.
 FB1173
 FB1173;                    North         East    Units  Estimated Accuracy
 FB1173;SPC TN       -   184,740.      854,730.      MT  (+/- 180 meters Scaled)
 FB1173
 FB1173                          SUPERSEDED SURVEY CONTROL
 FB1173
 FB1173  NGVD 29 (??/??/92)  327.168  (m)         1073.38   (f) ADJ UNCH    1 1
 FB1173
 FB1173.Superseded values are not recommended for survey control.
 FB1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1173.See file dsdata.txt to determine how the superseded data were derived.
 FB1173
 FB1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV038822(NAD 83)
 FB1173_MARKER: DB = BENCH MARK DISK
 FB1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1173_SP_SET: OVERPASS
 FB1173_STAMPING: F 128 1935
 FB1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1173
 FB1173  HISTORY     - Date     Condition        Report By
 FB1173  HISTORY     - 1935     MONUMENTED       CGS
 FB1173  HISTORY     - 1967     GOOD             NGS
 FB1173
 FB1173                          STATION DESCRIPTION
 FB1173
 FB1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1173'0.6 MI E FROM NEWPORT.
 FB1173'ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1173'FROM THE STATION AT NEWPORT, 7 FEET SOUTHWEST OF THE SOUTHWEST
 FB1173'RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE
 FB1173'NORTHWEST CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR LINCOLN
 FB1173'AVENUE, 79 1/2 FEET EAST OF THE EAST CORNER OF THE BUILDING
 FB1173'WHICH IS OCCUPIED BY STOKELY-VAN CAMPS INCORPORATED, AND ABOUT
 FB1173'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1802 ***********************************************************************
 GA1802  CBN         -  This is a Cooperative Base Network Control Station.
 GA1802  DESIGNATION -  F 129
 GA1802  PID         -  GA1802
 GA1802  STATE/COUNTY-  TN/HAMBLEN
 GA1802  USGS QUAD   -  MORRISTOWN (1979)
 GA1802
 GA1802                         *CURRENT SURVEY CONTROL
 GA1802  ___________________________________________________________________
 GA1802* NAD 83(1995)-  36 11 23.16964(N)    083 21 18.00410(W)     ADJUSTED  
 GA1802* NAVD 88     -       387.317  (meters)    1270.72   (feet)  ADJUSTED  
 GA1802  ___________________________________________________________________
 GA1802  X           -     596,393.152 (meters)                     COMP
 GA1802  Y           -  -5,119,258.363 (meters)                     COMP
 GA1802  Z           -   3,745,416.942 (meters)                     COMP
 GA1802  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GA1802  ELLIP HEIGHT-         356.27  (meters)          (08/03/04) GPS OBS
 GA1802  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1802  DYNAMIC HT  -         386.960 (meters)    1269.55  (feet)  COMP
 GA1802  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 GA1802
 GA1802  HORZ ORDER  -  A
 GA1802  VERT ORDER  -  FIRST     CLASS I
 GA1802  ELLP ORDER  -  FOURTH    CLASS I
 GA1802
 GA1802.The horizontal coordinates were established by GPS observations
 GA1802.and adjusted by the National Geodetic Survey in August 2004..
 GA1802
 GA1802.The orthometric height was determined by differential leveling
 GA1802.and adjusted by the National Geodetic Survey in June 1991..
 GA1802
 GA1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1802
 GA1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1802
 GA1802.The ellipsoidal height was determined by GPS observations
 GA1802.and is referenced to NAD 83.
 GA1802
 GA1802.The geoid height was determined by GEOID03.
 GA1802
 GA1802.The dynamic height is computed by dividing the NAVD 88
 GA1802.geopotential number by the normal gravity value computed on the
 GA1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1802.degrees latitude (g = 980.6199 gals.).
 GA1802
 GA1802.The modeled gravity was interpolated from observed gravity values.
 GA1802
 GA1802;                    North         East     Units Scale Factor Converg.
 GA1802;SPC TN       -   209,186.140   837,873.516   MT  0.99996762   +1 32 54.6
 GA1802;SPC TN       -   686,304.86  2,748,923.36   sFT  0.99996762   +1 32 54.6
 GA1802;UTM  17      - 4,007,567.463   288,240.817   MT  1.00015254   -1 23 27.8
 GA1802
 GA1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1802!SPC TN       -   0.99994409  x   0.99996762  =   0.99991171
 GA1802!UTM  17      -   0.99994409  x   1.00015254  =   1.00009662
 GA1802
 GA1802                          SUPERSEDED SURVEY CONTROL
 GA1802
 GA1802  NAVD 88 (08/03/04)  387.32   (m)         1270.7    (f) LEVELING    3  
 GA1802  NGVD 29 (??/??/92)  387.442  (m)         1271.13   (f) ADJ UNCH    1 1
 GA1802
 GA1802.Superseded values are not recommended for survey control.
 GA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1802.See file dsdata.txt to determine how the superseded data were derived.
 GA1802
 GA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8824107567(NAD 83)
 GA1802_MARKER: DB = BENCH MARK DISK
 GA1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1802_STAMPING: F 129 1936
 GA1802_MARK LOGO: CGS   
 GA1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1802+STABILITY: SURFACE MOTION
 GA1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1802+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 GA1802
 GA1802  HISTORY     - Date     Condition        Report By
 GA1802  HISTORY     - 1936     MONUMENTED       CGS
 GA1802  HISTORY     - 1967     GOOD             NGS
 GA1802  HISTORY     - 20031010 GOOD             TNDT
 GA1802  HISTORY     - 20051201 GOOD             CAS
 GA1802
 GA1802                          STATION DESCRIPTION
 GA1802
 GA1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1802'4.1 MI W FROM MORRISTOWN.
 GA1802'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1802'AT MORRISTOWN, THENCE 0.3 MILES SOUTH ALONG A BLACK TOPPED ROAD,
 GA1802'86 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AND THE CROSSING
 GA1802'OF THE WESTBOUND TRACK OF THE SOUTHERN RAILWAY, 73 FEET EAST OF THE
 GA1802'CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE NORTH RAIL OF THE
 GA1802'NEAR TRACK, 1 1/2 FEET NORTH OF A FENCE LINE, 0.8 FOOT NORTHEAST
 GA1802'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, 2 1/2 FEET
 GA1802'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GA1802'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 GA1802
 GA1802                          STATION RECOVERY (2003)
 GA1802
 GA1802'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA1802'RECOVERED AS DESCRIBED.
 GA1802
 GA1802                          STATION RECOVERY (2005)
 GA1802
 GA1802'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 GA1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0769 ***********************************************************************
 GD0769  DESIGNATION -  F 13
 GD0769  PID         -  GD0769
 GD0769  STATE/COUNTY-  TN/OBION
 GD0769  USGS QUAD   -  HORNBEAK (1983)
 GD0769
 GD0769                         *CURRENT SURVEY CONTROL
 GD0769  ___________________________________________________________________
 GD0769* NAD 83(1986)-  36 21 34.     (N)    089 21 57.     (W)     SCALED    
 GD0769* NAVD 88     -        93.936  (meters)     308.19   (feet)  ADJUSTED  
 GD0769  ___________________________________________________________________
 GD0769  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0769  DYNAMIC HT  -          93.859 (meters)     307.94  (feet)  COMP
 GD0769  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GD0769
 GD0769  VERT ORDER  -  SECOND    CLASS 0
 GD0769
 GD0769.The horizontal coordinates were scaled from a topographic map and have
 GD0769.an estimated accuracy of +/- 6 seconds.
 GD0769
 GD0769.The orthometric height was determined by differential leveling
 GD0769.and adjusted by the National Geodetic Survey in June 1991..
 GD0769
 GD0769.The geoid height was determined by GEOID03.
 GD0769
 GD0769.The dynamic height is computed by dividing the NAVD 88
 GD0769.geopotential number by the normal gravity value computed on the
 GD0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0769.degrees latitude (g = 980.6199 gals.).
 GD0769
 GD0769.The modeled gravity was interpolated from observed gravity values.
 GD0769
 GD0769;                    North         East    Units  Estimated Accuracy
 GD0769;SPC TN       -   229,990.      297,970.      MT  (+/- 180 meters Scaled)
 GD0769
 GD0769                          SUPERSEDED SURVEY CONTROL
 GD0769
 GD0769  NGVD 29 (??/??/??)   93.879  (m)          308.00   (f) ADJUSTED    2 0
 GD0769
 GD0769.Superseded values are not recommended for survey control.
 GD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0769.See file dsdata.txt to determine how the superseded data were derived.
 GD0769
 GD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF877264(NAD 83)
 GD0769_MARKER: DB = BENCH MARK DISK
 GD0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0769_STAMPING: F 13 1935
 GD0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0769+STABILITY: SURFACE MOTION
 GD0769
 GD0769  HISTORY     - Date     Condition        Report By
 GD0769  HISTORY     - 1935     MONUMENTED       CGS
 GD0769  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0769  HISTORY     - 20000428 MARK NOT FOUND   USE
 GD0769
 GD0769                          STATION DESCRIPTION
 GD0769
 GD0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0769'7.1 MI E FROM TIPTONVILLE.
 GD0769'IN OBION COUNTY, 7.1 MILES EAST ALONG STATE HIGHWAY 21 FROM THE
 GD0769'COUNTY COURTHOUSE AT TIPTONVILLE, LAKE COUNTY, 2.3 MILES EAST
 GD0769'OF THE REELFOOT LAKE SPILLWAY, AT LASATERS CORNERS, 56 YARDS
 GD0769'EAST OF THE CENTERLINE OF THE SAMBURG ROAD, 45 FEET NORTH OF
 GD0769'THE CENTERLINE OF THE HIGHWAY, AT THE FENCE, AND 9 FEET EAST OF
 GD0769'THE FENCE CORNER.  A STANDARD DISK, STAMPED F 13 1935 AND SET IN
 GD0769'THE TOP OF A CONCRETE POST.
 GD0769
 GD0769                          STATION RECOVERY (1963)
 GD0769
 GD0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0769'MARK NOT FOUND.
 GD0769
 GD0769                          STATION RECOVERY (2000)
 GD0769
 GD0769'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0769'NOT FOUND IN 1963 BY USGS.  NOT FOUND 2000 RESIDENCE NOW AT LOCATION
 GD0769'SUSPECT MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2229 ***********************************************************************
 GA2229  DESIGNATION -  F 130
 GA2229  PID         -  GA2229
 GA2229  STATE/COUNTY-  TN/KNOX
 GA2229  USGS QUAD   -  JOHN SEVIER (1992)
 GA2229
 GA2229                         *CURRENT SURVEY CONTROL
 GA2229  ___________________________________________________________________
 GA2229* NAD 83(1986)-  36 02 49.     (N)    083 47 22.     (W)     SCALED    
 GA2229* NAVD 88     -       262.490  (meters)     861.19   (feet)  ADJUSTED  
 GA2229  ___________________________________________________________________
 GA2229  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2229  DYNAMIC HT  -         262.250 (meters)     860.40  (feet)  COMP
 GA2229  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 GA2229
 GA2229  VERT ORDER  -  FIRST     CLASS I
 GA2229
 GA2229.The horizontal coordinates were scaled from a topographic map and have
 GA2229.an estimated accuracy of +/- 6 seconds.
 GA2229
 GA2229.The orthometric height was determined by differential leveling
 GA2229.and adjusted by the National Geodetic Survey in June 1991..
 GA2229
 GA2229.The geoid height was determined by GEOID03.
 GA2229
 GA2229.The dynamic height is computed by dividing the NAVD 88
 GA2229.geopotential number by the normal gravity value computed on the
 GA2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2229.degrees latitude (g = 980.6199 gals.).
 GA2229
 GA2229.The modeled gravity was interpolated from observed gravity values.
 GA2229
 GA2229;                    North         East    Units  Estimated Accuracy
 GA2229;SPC TN       -   192,370.      799,170.      MT  (+/- 180 meters Scaled)
 GA2229
 GA2229                          SUPERSEDED SURVEY CONTROL
 GA2229
 GA2229  NGVD 29 (??/??/92)  262.622  (m)          861.62   (f) ADJ UNCH    1 1
 GA2229
 GA2229.Superseded values are not recommended for survey control.
 GA2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2229.See file dsdata.txt to determine how the superseded data were derived.
 GA2229
 GA2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV487927(NAD 83)
 GA2229_MARKER: DB = BENCH MARK DISK
 GA2229_SETTING: 66 = SET IN ROCK OUTCROP
 GA2229_SP_SET: ROCK LEDGE
 GA2229_STAMPING: F 130 1936
 GA2229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2229+STABILITY: POSITION/ELEVATION WELL
 GA2229
 GA2229  HISTORY     - Date     Condition        Report By
 GA2229  HISTORY     - 1936     MONUMENTED       CGS
 GA2229  HISTORY     - 1967     GOOD             NGS
 GA2229
 GA2229                          STATION DESCRIPTION
 GA2229
 GA2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2229'9.8 MI NE FROM KNOXVILLE.
 GA2229'ABOUT 9.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2229'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF THE SOUTHEAST
 GA2229'END OF A BLACK TOPPED ROAD WHICH DEAD ENDS AT THE TRACK, ABOUT
 GA2229'3 RAILS SOUTHWEST OF STRONG CREEK, SET ON THE TOP OF A ROCK LEDGE
 GA2229'WHICH IS 6 FEET WIDE, 2 1/2 FEET HIGH AND PROJECTS OUT OF A HILL,
 GA2229'NEAR THE NORTHEAST END OF A ROCK CUT, 64 1/2 FEET NORTHEAST OF
 GA2229'MILEPOST 121, 35.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA2229'WESTBOUND TRACK, 31 1/2 FEET WEST OF A YARD LIMIT SIGN, AND 3 FEET
 GA2229'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0862 ***********************************************************************
 FC0862  DESIGNATION -  F 131
 FC0862  PID         -  FC0862
 FC0862  STATE/COUNTY-  TN/MCMINN
 FC0862  USGS QUAD   -  NIOTA (1990)
 FC0862
 FC0862                         *CURRENT SURVEY CONTROL
 FC0862  ___________________________________________________________________
 FC0862* NAD 83(1986)-  35 30 53.     (N)    084 32 53.     (W)     SCALED    
 FC0862* NAVD 88     -       298.882  (meters)     980.58   (feet)  ADJUSTED  
 FC0862  ___________________________________________________________________
 FC0862  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0862  DYNAMIC HT  -         298.589 (meters)     979.62  (feet)  COMP
 FC0862  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 FC0862
 FC0862  VERT ORDER  -  FIRST     CLASS II
 FC0862
 FC0862.The horizontal coordinates were scaled from a topographic map and have
 FC0862.an estimated accuracy of +/- 6 seconds.
 FC0862
 FC0862.The orthometric height was determined by differential leveling
 FC0862.and adjusted by the National Geodetic Survey in June 1991..
 FC0862
 FC0862.The geoid height was determined by GEOID03.
 FC0862
 FC0862.The dynamic height is computed by dividing the NAVD 88
 FC0862.geopotential number by the normal gravity value computed on the
 FC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0862.degrees latitude (g = 980.6199 gals.).
 FC0862
 FC0862.The modeled gravity was interpolated from observed gravity values.
 FC0862
 FC0862;                    North         East    Units  Estimated Accuracy
 FC0862;SPC TN       -   132,050.      731,700.      MT  (+/- 180 meters Scaled)
 FC0862
 FC0862                          SUPERSEDED SURVEY CONTROL
 FC0862
 FC0862  NGVD 29 (??/??/92)  298.941  (m)          980.78   (f) ADJ UNCH    1 2
 FC0862
 FC0862.Superseded values are not recommended for survey control.
 FC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0862.See file dsdata.txt to determine how the superseded data were derived.
 FC0862
 FC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE223328(NAD 83)
 FC0862_MARKER: DB = BENCH MARK DISK
 FC0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0862_STAMPING: F 131 1936
 FC0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0862+STABILITY: SURFACE MOTION
 FC0862
 FC0862  HISTORY     - Date     Condition        Report By
 FC0862  HISTORY     - 1936     MONUMENTED       CGS
 FC0862  HISTORY     - 1949     GOOD             NGS
 FC0862  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0862
 FC0862                          STATION DESCRIPTION
 FC0862
 FC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0862'AT NIOTA.
 FC0862'AT NIOTA, MC MINN COUNTY, 4-1/2 POLES SOUTHWEST OF THE WEST
 FC0862'CORNER OF THE SOUTHERN RAILWAY STATION, 55 YARDS NORTHWEST OF THE
 FC0862'NORTHWEST RAIL, 78.4 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 FC0862'NIOTA BAPTIST CHURCH, IN THE SOUTH CORNER OF THE CHURCHYARD,
 FC0862'32.3 FEET NORTHWEST OF THE CENTERLINE OF A NORTHWEST-AND-SOUTHEAST
 FC0862'GRAVEL ROAD, 13 FEET NORTHWEST OF THE CENTERLINE OF THE SIDEWALK,
 FC0862'14 FEET NORTHEAST OF A 14-INCH MAPLE TREE, AND ABOUT 5 FEET
 FC0862'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 131 1936
 FC0862'AND SET IN THE TOP OF A CONCRETE POST.
 FC0862
 FC0862                          STATION RECOVERY (1968)
 FC0862
 FC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0861 ***********************************************************************
 FC0861  DESIGNATION -  F 131 X
 FC0861  PID         -  FC0861
 FC0861  STATE/COUNTY-  TN/MCMINN
 FC0861  USGS QUAD   -  NIOTA (1990)
 FC0861
 FC0861                         *CURRENT SURVEY CONTROL
 FC0861  ___________________________________________________________________
 FC0861* NAD 83(1986)-  35 30 25.     (N)    084 33 28.     (W)     SCALED    
 FC0861* NAVD 88     -       293.460  (meters)     962.79   (feet)  ADJUSTED  
 FC0861  ___________________________________________________________________
 FC0861  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0861  DYNAMIC HT  -         293.173 (meters)     961.85  (feet)  COMP
 FC0861  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 FC0861
 FC0861  VERT ORDER  -  FIRST     CLASS I
 FC0861
 FC0861.The horizontal coordinates were scaled from a topographic map and have
 FC0861.an estimated accuracy of +/- 6 seconds.
 FC0861
 FC0861.The orthometric height was determined by differential leveling
 FC0861.and adjusted by the National Geodetic Survey in June 1991..
 FC0861.WARNING-Repeat measurements at this control monument indicate possible
 FC0861.vertical movement.
 FC0861
 FC0861.The geoid height was determined by GEOID03.
 FC0861
 FC0861.The dynamic height is computed by dividing the NAVD 88
 FC0861.geopotential number by the normal gravity value computed on the
 FC0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0861.degrees latitude (g = 980.6199 gals.).
 FC0861
 FC0861.The modeled gravity was interpolated from observed gravity values.
 FC0861
 FC0861;                    North         East    Units  Estimated Accuracy
 FC0861;SPC TN       -   131,180.      730,830.      MT  (+/- 180 meters Scaled)
 FC0861
 FC0861                          SUPERSEDED SURVEY CONTROL
 FC0861
 FC0861  NGVD 29 (??/??/92)  293.519  (m)          962.99   (f) ADJ UNCH    1 1
 FC0861
 FC0861.Superseded values are not recommended for survey control.
 FC0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0861.See file dsdata.txt to determine how the superseded data were derived.
 FC0861
 FC0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE214320(NAD 83)
 FC0861_MARKER: DB = BENCH MARK DISK
 FC0861_SETTING: 0 = UNSPECIFIED SETTING
 FC0861_STAMPING: F 131 X 1936
 FC0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0861
 FC0861  HISTORY     - Date     Condition        Report By
 FC0861  HISTORY     - 1936     MONUMENTED       CGS
 FC0861  HISTORY     - 1968     GOOD             NGS
 FC0861
 FC0861                          STATION DESCRIPTION
 FC0861
 FC0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0861'0.8 MI SW FROM NIOTA.
 FC0861'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0861'STATION AT NIOTA, ABOUT 0.3 MILE SOUTHWEST OF A BLACKTOP ROAD
 FC0861'CROSSING, ON THE OUTSIDE OF AND AT THE NORTHEAST END OF A CURVE
 FC0861'WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, ABOUT 2 RAILS
 FC0861'SOUTHWEST OF THE SOUTHWEST END OF A SIDETRACK, SET IN THE TOP
 FC0861'OF THE SOUTH CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BASE FOR
 FC0861'SIGNAL 1807 A, 7.4 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 FC0861'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2008 ***********************************************************************
 FB2008  DESIGNATION -  F 132
 FB2008  PID         -  FB2008
 FB2008  STATE/COUNTY-  TN/BLOUNT
 FB2008  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2008
 FB2008                         *CURRENT SURVEY CONTROL
 FB2008  ___________________________________________________________________
 FB2008* NAD 83(1986)-  35 42 32.     (N)    083 55 43.     (W)     SCALED    
 FB2008* NAVD 88     -       286.481  (meters)     939.90   (feet)  ADJUSTED  
 FB2008  ___________________________________________________________________
 FB2008  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB2008  DYNAMIC HT  -         286.207 (meters)     939.00  (feet)  COMP
 FB2008  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 FB2008
 FB2008  VERT ORDER  -  SECOND    CLASS 0
 FB2008
 FB2008.The horizontal coordinates were scaled from a topographic map and have
 FB2008.an estimated accuracy of +/- 6 seconds.
 FB2008
 FB2008.The orthometric height was determined by differential leveling
 FB2008.and adjusted by the National Geodetic Survey in June 1991..
 FB2008
 FB2008.The geoid height was determined by GEOID03.
 FB2008
 FB2008.The dynamic height is computed by dividing the NAVD 88
 FB2008.geopotential number by the normal gravity value computed on the
 FB2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2008.degrees latitude (g = 980.6199 gals.).
 FB2008
 FB2008.The modeled gravity was interpolated from observed gravity values.
 FB2008
 FB2008;                    North         East    Units  Estimated Accuracy
 FB2008;SPC TN       -   154,600.      787,430.      MT  (+/- 180 meters Scaled)
 FB2008
 FB2008                          SUPERSEDED SURVEY CONTROL
 FB2008
 FB2008  NGVD 29 (??/??/92)  286.595  (m)          940.27   (f) ADJ UNCH    2 0
 FB2008
 FB2008.Superseded values are not recommended for survey control.
 FB2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2008.See file dsdata.txt to determine how the superseded data were derived.
 FB2008
 FB2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV350556(NAD 83)
 FB2008_MARKER: DB = BENCH MARK DISK
 FB2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2008_STAMPING: F 132 1935
 FB2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2008+STABILITY: SURFACE MOTION
 FB2008
 FB2008  HISTORY     - Date     Condition        Report By
 FB2008  HISTORY     - 1935     MONUMENTED       CGS
 FB2008
 FB2008                          STATION DESCRIPTION
 FB2008
 FB2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2008'3.9 MI SE FROM BLOCKHOUSE.
 FB2008'3.9 MILES SOUTHEAST (AIR LINE) FROM MARYVILLE, 0.6 MILE SOUTHWEST
 FB2008'ALONG A COUNTY ROAD (BLOCKHOUSE PIKE) FROM CHILHOWEE VIEW SCHOOL,
 FB2008'0.6 MILE NORTHEAST OF THE ROAD JUNCTION AT BLOCKHOUSE, 150
 FB2008'FEET WEST OF THE J.A. WHITE HOUSE, 71.8 FEET NORTHWEST OF A 10-INCH
 FB2008'MAPLE TREE, 11.3 FEET NORTH OF A 10-INCH WALNUT TREE, 21 FEET
 FB2008'SOUTHEAST OF THE CENTERLINE OF THE ROAD, UNDER A POWER-TRANSMISSION
 FB2008'LINE, AND 2 FEET SOUTHEAST OF A BARBED-WIRE FENCE.  A STANDARD
 FB2008'DISK, STAMPED F 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2261 ***********************************************************************
 GA2261  DESIGNATION -  F 132
 GA2261  PID         -  GA2261
 GA2261  STATE/COUNTY-  TN/UNION
 GA2261  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2261
 GA2261                         *CURRENT SURVEY CONTROL
 GA2261  ___________________________________________________________________
 GA2261* NAD 83(1986)-  36 18 31.     (N)    083 45 19.     (W)     SCALED    
 GA2261* NAVD 88     -       363.109  (meters)    1191.30   (feet)  ADJUSTED  
 GA2261  ___________________________________________________________________
 GA2261  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2261  DYNAMIC HT  -         362.778 (meters)    1190.21  (feet)  COMP
 GA2261  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2261
 GA2261  VERT ORDER  -  SECOND    CLASS 0
 GA2261
 GA2261.The horizontal coordinates were scaled from a topographic map and have
 GA2261.an estimated accuracy of +/- 6 seconds.
 GA2261
 GA2261.The orthometric height was determined by differential leveling
 GA2261.and adjusted by the National Geodetic Survey in June 1991..
 GA2261
 GA2261.The geoid height was determined by GEOID03.
 GA2261
 GA2261.The dynamic height is computed by dividing the NAVD 88
 GA2261.geopotential number by the normal gravity value computed on the
 GA2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2261.degrees latitude (g = 980.6199 gals.).
 GA2261
 GA2261.The modeled gravity was interpolated from observed gravity values.
 GA2261
 GA2261;                    North         East    Units  Estimated Accuracy
 GA2261;SPC TN       -   221,470.      801,580.      MT  (+/- 180 meters Scaled)
 GA2261
 GA2261                          SUPERSEDED SURVEY CONTROL
 GA2261
 GA2261  NGVD 29 (??/??/92)  363.188  (m)         1191.56   (f) ADJ UNCH    2 0
 GA2261
 GA2261.Superseded values are not recommended for survey control.
 GA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2261.See file dsdata.txt to determine how the superseded data were derived.
 GA2261
 GA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA526217(NAD 83)
 GA2261_MARKER: DB = BENCH MARK DISK
 GA2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2261_STAMPING: F 132 1936
 GA2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2261+STABILITY: SURFACE MOTION
 GA2261
 GA2261  HISTORY     - Date     Condition        Report By
 GA2261  HISTORY     - 1936     MONUMENTED       CGS
 GA2261  HISTORY     - 1966     GOOD             TNGS
 GA2261  HISTORY     - 20040405 POOR             TVA
 GA2261
 GA2261                          STATION DESCRIPTION
 GA2261
 GA2261'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1966
 GA2261'AT ROSE HILL.
 GA2261'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE
 GA2261'ROUTE 33 FOR 4.5 MILES TO THE MARK ON THE RIGHT, ABOUT 0.5 MILE
 GA2261'SOUTHWEST OF KYLE HOUSTONS STORE.  THE MARK IS 300 YARDS WEST
 GA2261'OF A FARM HOUSE, 55 YARDS WEST OF A DRAINAGE DITCH, 60 FEET
 GA2261'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 15 FEET
 GA2261'EAST OF A GRAVELED DRIVE TO A SMALL WHITE HOUSE.  IT IS A
 GA2261'STANDARD DISK SET IN THE TOP OF A 6-INCH, SQUARE, FLUSH, CONCRETE
 GA2261'MONUMENT AND THE DISK IS STAMPED F 132 1936.
 GA2261
 GA2261                          STATION RECOVERY (2004)
 GA2261
 GA2261'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (RWR)
 GA2261'LOCATED UNDER METAL CARPORT IN GRAVEL DRIVEWAY FOR PRIVATE RESIDENCE.
 GA2261' 
 GA2261' 
 GA2261'LOCATED N 23 DEGREES W, 57.5' FROM THE NORTHWEST CORNER OF A MOBILE
 GA2261'HOME NEAR BAILEY BODY SHOP, N 80 DEGREES E, 75.5' FROM POWER POLE
 GA2261'NUMBER 137, 61.7' FROM THE CENTERLINE OF STATE HIGHWAY 33.
 GA2261' 
 GA2261'DISK APPEARS TO HAVE BEEN BENT SLIGHTLY ON WEST SIDE.
 GA2261' 
 GA2261' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2009 ***********************************************************************
 FB2009  DESIGNATION -  F 132 X
 FB2009  PID         -  FB2009
 FB2009  STATE/COUNTY-  TN/BLOUNT
 FB2009  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2009
 FB2009                         *CURRENT SURVEY CONTROL
 FB2009  ___________________________________________________________________
 FB2009* NAD 83(1986)-  35 42 11.     (N)    083 56 10.     (W)     SCALED    
 FB2009* NAVD 88     -       295.087  (meters)     968.13   (feet)  ADJUSTED  
 FB2009  ___________________________________________________________________
 FB2009  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB2009  DYNAMIC HT  -         294.804 (meters)     967.20  (feet)  COMP
 FB2009  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 FB2009
 FB2009  VERT ORDER  -  SECOND    CLASS 0
 FB2009
 FB2009.The horizontal coordinates were scaled from a topographic map and have
 FB2009.an estimated accuracy of +/- 6 seconds.
 FB2009
 FB2009.The orthometric height was determined by differential leveling
 FB2009.and adjusted by the National Geodetic Survey in June 1991..
 FB2009
 FB2009.The geoid height was determined by GEOID03.
 FB2009
 FB2009.The dynamic height is computed by dividing the NAVD 88
 FB2009.geopotential number by the normal gravity value computed on the
 FB2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2009.degrees latitude (g = 980.6199 gals.).
 FB2009
 FB2009.The modeled gravity was interpolated from observed gravity values.
 FB2009
 FB2009;                    North         East    Units  Estimated Accuracy
 FB2009;SPC TN       -   153,940.      786,760.      MT  (+/- 180 meters Scaled)
 FB2009
 FB2009                          SUPERSEDED SURVEY CONTROL
 FB2009
 FB2009  NGVD 29 (??/??/92)  295.198  (m)          968.50   (f) ADJ UNCH    2 0
 FB2009
 FB2009.Superseded values are not recommended for survey control.
 FB2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2009.See file dsdata.txt to determine how the superseded data were derived.
 FB2009
 FB2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV343549(NAD 83)
 FB2009_MARKER: DB = BENCH MARK DISK
 FB2009_SETTING: 66 = SET IN ROCK OUTCROP
 FB2009_SP_SET: ROCK OUTCROP
 FB2009_STAMPING: F 132 X 1935
 FB2009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2009+STABILITY: POSITION/ELEVATION WELL
 FB2009
 FB2009  HISTORY     - Date     Condition        Report By
 FB2009  HISTORY     - 1935     MONUMENTED       CGS
 FB2009
 FB2009                          STATION DESCRIPTION
 FB2009
 FB2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2009'AT BLOCKHOUSE.
 FB2009'4.0 MILES SOUTHEAST (AIR LINE) FROM MARYVILLE, 1.2 MILES SOUTHWEST
 FB2009'ALONG A COUNTY ROAD (BLOCKHOUSE PIKE) FROM CHILHOWEE VIEW SCHOOL,
 FB2009'AT BLOCKHOUSE, 150 FEET EAST OF THE F.D. STOOKSBURY WHITE HOUSE,
 FB2009'150 FEET SOUTHEAST OF THE BARN, 100 FEET NORTH OF THE T-JUNCTION
 FB2009'OF A COUNTY ROAD, IN AN OPEN FIELD OF ROCK OUTCROPS, 120.8 FEET
 FB2009'WEST-SOUTHWEST OF AN 18-INCH HICKORY TREE, 90 FEET NORTH OF THE
 FB2009'CENTERLINE OF BLOCKHOUSE PIKE, 75.7 FEET NORTHWEST OF A 12-INCH
 FB2009'WALNUT TREE, 12.6 FEET SOUTHEAST OF A DOUBLE WALNUT TREE, AND IN
 FB2009'A ROCK OUTCROP.  A STANDARD DISK, STAMPED F 132 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2010 ***********************************************************************
 FB2010  DESIGNATION -  F 132 Y
 FB2010  PID         -  FB2010
 FB2010  STATE/COUNTY-  TN/BLOUNT
 FB2010  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2010
 FB2010                         *CURRENT SURVEY CONTROL
 FB2010  ___________________________________________________________________
 FB2010* NAD 83(1986)-  35 42 11.     (N)    083 56 07.     (W)     SCALED    
 FB2010* NAVD 88     -       296.249  (meters)     971.94   (feet)  ADJUSTED  
 FB2010  ___________________________________________________________________
 FB2010  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB2010  DYNAMIC HT  -         295.965 (meters)     971.01  (feet)  COMP
 FB2010  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 FB2010
 FB2010  VERT ORDER  -  SECOND    CLASS 0
 FB2010
 FB2010.The horizontal coordinates were scaled from a topographic map and have
 FB2010.an estimated accuracy of +/- 6 seconds.
 FB2010
 FB2010.The orthometric height was determined by differential leveling
 FB2010.and adjusted by the National Geodetic Survey in June 1991..
 FB2010
 FB2010.The geoid height was determined by GEOID03.
 FB2010
 FB2010.The dynamic height is computed by dividing the NAVD 88
 FB2010.geopotential number by the normal gravity value computed on the
 FB2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2010.degrees latitude (g = 980.6199 gals.).
 FB2010
 FB2010.The modeled gravity was interpolated from observed gravity values.
 FB2010
 FB2010;                    North         East    Units  Estimated Accuracy
 FB2010;SPC TN       -   153,940.      786,840.      MT  (+/- 180 meters Scaled)
 FB2010
 FB2010                          SUPERSEDED SURVEY CONTROL
 FB2010
 FB2010  NGVD 29 (??/??/92)  296.362  (m)          972.31   (f) ADJ UNCH    2 0
 FB2010
 FB2010.Superseded values are not recommended for survey control.
 FB2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2010.See file dsdata.txt to determine how the superseded data were derived.
 FB2010
 FB2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV344549(NAD 83)
 FB2010_MARKER: DB = BENCH MARK DISK
 FB2010_SETTING: 66 = SET IN ROCK OUTCROP
 FB2010_SP_SET: ROCK OUTCROP
 FB2010_STAMPING: F 132 Y 1935
 FB2010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2010+STABILITY: POSITION/ELEVATION WELL
 FB2010
 FB2010  HISTORY     - Date     Condition        Report By
 FB2010  HISTORY     - 1935     MONUMENTED       CGS
 FB2010
 FB2010                          STATION DESCRIPTION
 FB2010
 FB2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2010'4 MI SE FROM MARYVILLE.
 FB2010'4.0 MILES SOUTHEAST (AIR LINE) FROM MARYVILLE, 1.2 MILES SOUTHWEST
 FB2010'ALONG A COUNTY ROAD (BLOCKHOUSE PIKE) FROM CHILHOWEE VIEW SCHOOL,
 FB2010'AT BLOCKHOUSE, 60 FEET NORTHWEST OF THE T-JUNCTION OF A COUNTY ROAD
 FB2010'LEADING SOUTH, 40.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 FB2010'F.D. STOOKSBURY HOUSE, 41.2 FEET NORTH OF A 2-INCH MAPLE TREE,
 FB2010'28.9 FEET SOUTHEAST OF A 4-INCH CEDAR BUSH, AND IN A ROCK OUTCROP.
 FB2010'A STANDARD DISK, STAMPED F 132 Y 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0136 ***********************************************************************
 FC0136  DESIGNATION -  F 133
 FC0136  PID         -  FC0136
 FC0136  STATE/COUNTY-  TN/LOUDON
 FC0136  USGS QUAD   -  LENOIR CITY (1986)
 FC0136
 FC0136                         *CURRENT SURVEY CONTROL
 FC0136  ___________________________________________________________________
 FC0136* NAD 83(1986)-  35 50 24.     (N)    084 18 13.     (W)     SCALED    
 FC0136* NAVD 88     -       288.197  (meters)     945.53   (feet)  ADJUSTED  
 FC0136  ___________________________________________________________________
 FC0136  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0136  DYNAMIC HT  -         287.924 (meters)     944.63  (feet)  COMP
 FC0136  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FC0136
 FC0136  VERT ORDER  -  SECOND    CLASS 0
 FC0136
 FC0136.The horizontal coordinates were scaled from a topographic map and have
 FC0136.an estimated accuracy of +/- 6 seconds.
 FC0136
 FC0136.The orthometric height was determined by differential leveling
 FC0136.and adjusted by the National Geodetic Survey in June 1991..
 FC0136
 FC0136.The geoid height was determined by GEOID03.
 FC0136
 FC0136.The dynamic height is computed by dividing the NAVD 88
 FC0136.geopotential number by the normal gravity value computed on the
 FC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0136.degrees latitude (g = 980.6199 gals.).
 FC0136
 FC0136.The modeled gravity was interpolated from observed gravity values.
 FC0136
 FC0136;                    North         East    Units  Estimated Accuracy
 FC0136;SPC TN       -   168,490.      753,250.      MT  (+/- 180 meters Scaled)
 FC0136
 FC0136                          SUPERSEDED SURVEY CONTROL
 FC0136
 FC0136  NGVD 29 (??/??/92)  288.306  (m)          945.88   (f) ADJ UNCH    2 0
 FC0136
 FC0136.Superseded values are not recommended for survey control.
 FC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0136.See file dsdata.txt to determine how the superseded data were derived.
 FC0136
 FC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE435695(NAD 83)
 FC0136_MARKER: DD = SURVEY DISK
 FC0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0136_STAMPING: F 133 1936
 FC0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0136+STABILITY: SURFACE MOTION
 FC0136
 FC0136  HISTORY     - Date     Condition        Report By
 FC0136  HISTORY     - 1936     MONUMENTED       TVA
 FC0136  HISTORY     - 1960     GOOD             NGS
 FC0136  HISTORY     - 1961     GOOD             NGS
 FC0136
 FC0136                          STATION DESCRIPTION
 FC0136
 FC0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0136'AT EATON CROSSROADS.
 FC0136'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.6 MILE
 FC0136'WEST ON U.S. HIGHWAY 70.  THE BENCH MARK IS OPPOSITE A WHITE
 FC0136'HOUSE WITH A ROCK CHIMNEY, 30 FT. EAST OF THE CENTER OF THE
 FC0136'JUNCTION OF A ROAD LEADING SOUTH, 41 FT. EAST OF THE T.J. WINKEL
 FC0136'SMALL HOUSE, 31 FT. WEST OF THE CENTER LINE OF U.S. HIGHWAY 70.
 FC0136'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC0136'AND ABOUT LEVEL WITH THE HIGHWAY.
 FC0136
 FC0136                          STATION RECOVERY (1961)
 FC0136
 FC0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0720 ***********************************************************************
 GD0720  DESIGNATION -  F 134
 GD0720  PID         -  GD0720
 GD0720  STATE/COUNTY-  TN/LAKE
 GD0720  USGS QUAD   -  TIPTONVILLE (1981)
 GD0720
 GD0720                         *CURRENT SURVEY CONTROL
 GD0720  ___________________________________________________________________
 GD0720* NAD 83(1986)-  36 26 36.     (N)    089 27 47.     (W)     SCALED    
 GD0720* NAVD 88     -        95.981  (meters)     314.90   (feet)  POSTED    
 GD0720  ___________________________________________________________________
 GD0720  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0720  DYNAMIC HT  -          95.900 (meters)     314.63  (feet)  COMP
 GD0720  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 GD0720
 GD0720  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0720
 GD0720.The horizontal coordinates were scaled from a topographic map and have
 GD0720.an estimated accuracy of +/- 6 seconds.
 GD0720
 GD0720.The orthometric height was determined by differential leveling
 GD0720.and adjusted by the National Geodetic Survey in 1992..
 GD0720.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0720.rate of 1.1 thru 2.0 mm/km.
 GD0720
 GD0720.The geoid height was determined by GEOID03.
 GD0720
 GD0720.The dynamic height is computed by dividing the NAVD 88
 GD0720.geopotential number by the normal gravity value computed on the
 GD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0720.degrees latitude (g = 980.6199 gals.).
 GD0720
 GD0720.The modeled gravity was interpolated from observed gravity values.
 GD0720
 GD0720;                    North         East    Units  Estimated Accuracy
 GD0720;SPC TN       -   239,600.      289,580.      MT  (+/- 180 meters Scaled)
 GD0720
 GD0720                          SUPERSEDED SURVEY CONTROL
 GD0720
 GD0720  NGVD 29 (??/??/??)   95.889  (m)          314.60   (f) ADJUSTED    1 2
 GD0720
 GD0720.Superseded values are not recommended for survey control.
 GD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0720.See file dsdata.txt to determine how the superseded data were derived.
 GD0720
 GD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF792359(NAD 83)
 GD0720_MARKER: DB = BENCH MARK DISK
 GD0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0720_STAMPING: F 134 1957
 GD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0720+STABILITY: SURFACE MOTION
 GD0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0720+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0720
 GD0720  HISTORY     - Date     Condition        Report By
 GD0720  HISTORY     - 1957     MONUMENTED       CGS
 GD0720  HISTORY     - 20020801 GOOD             USACE
 GD0720
 GD0720                          STATION DESCRIPTION
 GD0720
 GD0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0720'0.7 MI E FROM CATES.
 GD0720'ABOUT 0.7 MILE EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0720'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0720'SOUTHEAST CORNER OF U.S. ENGINEERS CONCRETE MATRESS CASTING PLANT,
 GD0720'53 FEET NORTH OF CENTER LINE OF ROAD, 25 FEET EAST OF CENTER LINE
 GD0720'OF A ROAD LEADING NORTH TO RIVER, 3 FEET SOUTHEAST OF A POWER
 GD0720'LINE POLE WITH GUY WIRE, 19 FEET WEST OF A 30-INCH ELM TREE, 11
 GD0720'FEET NORTHWEST OF A BRANCH LINE POLE, 2 1/2 FEET SOUTHEAST OF A
 GD0720'CONCRETE WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND
 GD0720'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0720
 GD0720                          STATION RECOVERY (2002)
 GD0720
 GD0720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0835 ***********************************************************************
 GD0835  DESIGNATION -  F 135
 GD0835  PID         -  GD0835
 GD0835  STATE/COUNTY-  TN/DYER
 GD0835  USGS QUAD   -  DYERSBURG (1983)
 GD0835
 GD0835                         *CURRENT SURVEY CONTROL
 GD0835  ___________________________________________________________________
 GD0835* NAD 83(1986)-  36 01 10.     (N)    089 22 57.     (W)     SCALED    
 GD0835* NAVD 88     -        84.747  (meters)     278.04   (feet)  ADJUSTED  
 GD0835  ___________________________________________________________________
 GD0835  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0835  DYNAMIC HT  -          84.675 (meters)     277.80  (feet)  COMP
 GD0835  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 GD0835
 GD0835  VERT ORDER  -  SECOND    CLASS 0
 GD0835
 GD0835.The horizontal coordinates were scaled from a topographic map and have
 GD0835.an estimated accuracy of +/- 6 seconds.
 GD0835
 GD0835.The orthometric height was determined by differential leveling
 GD0835.and adjusted by the National Geodetic Survey in June 1991..
 GD0835
 GD0835.The geoid height was determined by GEOID03.
 GD0835
 GD0835.The dynamic height is computed by dividing the NAVD 88
 GD0835.geopotential number by the normal gravity value computed on the
 GD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0835.degrees latitude (g = 980.6199 gals.).
 GD0835
 GD0835.The modeled gravity was interpolated from observed gravity values.
 GD0835
 GD0835;                    North         East    Units  Estimated Accuracy
 GD0835;SPC TN       -   192,340.      295,170.      MT  (+/- 180 meters Scaled)
 GD0835
 GD0835                          SUPERSEDED SURVEY CONTROL
 GD0835
 GD0835  NGVD 29 (??/??/??)   84.748  (m)          278.04   (f) ADJUSTED    2 0
 GD0835
 GD0835.Superseded values are not recommended for survey control.
 GD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0835.See file dsdata.txt to determine how the superseded data were derived.
 GD0835
 GD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE853887(NAD 83)
 GD0835_MARKER: DB = BENCH MARK DISK
 GD0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0835_SP_SET: BRIDGE
 GD0835_STAMPING: F 135 1957
 GD0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0835
 GD0835  HISTORY     - Date     Condition        Report By
 GD0835  HISTORY     - 1957     MONUMENTED       CGS
 GD0835
 GD0835                          STATION DESCRIPTION
 GD0835
 GD0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0835'0.9 MI SW FROM DYERSBURG.
 GD0835'ABOUT 0.9 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0835'THE STATION AT DYERSBURG, NEAR MILE POST 315, IN THE TOP OF THE
 GD0835'SOUTH END OF WEST CONCRETE HEAD WALL OF A LONG CONCRETE BRIDGE
 GD0835'OVER FORKED DEER RIVER, 4 1/2 FEET WEST OF WEST RAIL OF
 GD0835'SOUTH-BOUND TRACK, 27 1/2 FEET NORTH OF MILE POST 315, 1 FOOT
 GD0835'NORTH OF SOUTH END OF HEAD WALL AND ABOUT 1 1/2 FEET BELOW
 GD0835'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0830 ***********************************************************************
 FC0830  DESIGNATION -  F 15
 FC0830  PID         -  FC0830
 FC0830  STATE/COUNTY-  TN/RHEA
 FC0830  USGS QUAD   -  EVENSVILLE (1990)
 FC0830
 FC0830                         *CURRENT SURVEY CONTROL
 FC0830  ___________________________________________________________________
 FC0830* NAD 83(1986)-  35 32 15.     (N)    084 53 00.     (W)     SCALED    
 FC0830* NAVD 88     -       210.888  (meters)     691.89   (feet)  ADJUSTED  
 FC0830  ___________________________________________________________________
 FC0830  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0830  DYNAMIC HT  -         210.689 (meters)     691.24  (feet)  COMP
 FC0830  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0830
 FC0830  VERT ORDER  -  SECOND    CLASS 0
 FC0830
 FC0830.The horizontal coordinates were scaled from a topographic map and have
 FC0830.an estimated accuracy of +/- 6 seconds.
 FC0830
 FC0830.The orthometric height was determined by differential leveling
 FC0830.and adjusted by the National Geodetic Survey in June 1991..
 FC0830
 FC0830.The geoid height was determined by GEOID03.
 FC0830
 FC0830.The dynamic height is computed by dividing the NAVD 88
 FC0830.geopotential number by the normal gravity value computed on the
 FC0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0830.degrees latitude (g = 980.6199 gals.).
 FC0830
 FC0830.The modeled gravity was interpolated from observed gravity values.
 FC0830
 FC0830;                    North         East    Units  Estimated Accuracy
 FC0830;SPC TN       -   134,180.      701,260.      MT  (+/- 180 meters Scaled)
 FC0830
 FC0830                          SUPERSEDED SURVEY CONTROL
 FC0830
 FC0830  NGVD 29 (??/??/92)  210.966  (m)          692.14   (f) ADJ UNCH    2 0
 FC0830
 FC0830.Superseded values are not recommended for survey control.
 FC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0830.See file dsdata.txt to determine how the superseded data were derived.
 FC0830
 FC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE918347(NAD 83)
 FC0830_MARKER: DB = BENCH MARK DISK
 FC0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0830_STAMPING: F 15 1933
 FC0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0830+STABILITY: SURFACE MOTION
 FC0830
 FC0830  HISTORY     - Date     Condition        Report By
 FC0830  HISTORY     - 1933     MONUMENTED       CGS
 FC0830  HISTORY     - 1949     GOOD             NGS
 FC0830
 FC0830                          STATION DESCRIPTION
 FC0830
 FC0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0830'6.4 MI W FROM DECATUR.
 FC0830'IN RHEA COUNTY, 6.4 MILES WEST ALONG STATE HIGHWAY 30 FROM DECATUR,
 FC0830'MEIGS COUNTY, ON THE PROPERTY OWNED BY JIM HAGLER, 93 FEET
 FC0830'SOUTHEAST OF THE CENTER OF A WALL, 60 FEET WEST OF THE TOP OF
 FC0830'THE WEST BANK OF TENNESSEE RIVER, 52 FEET SOUTH OF THE CENTERLINE
 FC0830'OF THE HIGHWAY, AND 25.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC0830'A HOUSE.  A STANDARD DISK, STAMPED F 15 1933 AND SET IN THE TOP
 FC0830'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0755 ***********************************************************************
 GD0755  DESIGNATION -  F 154
 GD0755  PID         -  GD0755
 GD0755  STATE/COUNTY-  TN/DYER
 GD0755  USGS QUAD   -  MISTON (1983)
 GD0755
 GD0755                         *CURRENT SURVEY CONTROL
 GD0755  ___________________________________________________________________
 GD0755* NAD 83(1986)-  36 10 29.     (N)    089 29 36.     (W)     SCALED    
 GD0755* NAVD 88     -        83.089  (meters)     272.60   (feet)  ADJUSTED  
 GD0755  ___________________________________________________________________
 GD0755  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0755  DYNAMIC HT  -          83.021 (meters)     272.38  (feet)  COMP
 GD0755  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 GD0755
 GD0755  VERT ORDER  -  SECOND    CLASS 0
 GD0755
 GD0755.The horizontal coordinates were scaled from a topographic map and have
 GD0755.an estimated accuracy of +/- 6 seconds.
 GD0755
 GD0755.The orthometric height was determined by differential leveling
 GD0755.and adjusted by the National Geodetic Survey in June 1991..
 GD0755
 GD0755.The geoid height was determined by GEOID03.
 GD0755
 GD0755.The dynamic height is computed by dividing the NAVD 88
 GD0755.geopotential number by the normal gravity value computed on the
 GD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0755.degrees latitude (g = 980.6199 gals.).
 GD0755
 GD0755.The modeled gravity was interpolated from observed gravity values.
 GD0755
 GD0755;                    North         East    Units  Estimated Accuracy
 GD0755;SPC TN       -   209,910.      285,800.      MT  (+/- 180 meters Scaled)
 GD0755
 GD0755                          SUPERSEDED SURVEY CONTROL
 GD0755
 GD0755  NGVD 29 (??/??/??)   83.009  (m)          272.34   (f) ADJUSTED    2 0
 GD0755
 GD0755.Superseded values are not recommended for survey control.
 GD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0755.See file dsdata.txt to determine how the superseded data were derived.
 GD0755
 GD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF757062(NAD 83)
 GD0755_MARKER: DB = BENCH MARK DISK
 GD0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0755_STAMPING: F 154 1943
 GD0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0755+STABILITY: SURFACE MOTION
 GD0755
 GD0755  HISTORY     - Date     Condition        Report By
 GD0755  HISTORY     - 1943     MONUMENTED       CGS
 GD0755  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0755
 GD0755                          STATION DESCRIPTION
 GD0755
 GD0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0755'0.7 MI N FROM MISTON.
 GD0755'0.7 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0755'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, AT A
 GD0755'GRAVEL-ROAD CROSSING, 79 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GD0755'20.6 FEET EAST OF THE CENTERLINE OF THE TRACK, 28 FEET WEST OF
 GD0755'THE CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 28.6 FEET
 GD0755'SOUTH OF A TELEPHONE POLE, 2.7 FEET NORTH OF A WHITE WOODEN
 GD0755'WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A
 GD0755'STANDARD DISK, STAMPED F 154 1943 AND SET IN THE TOP OF A CONCRETE
 GD0755'POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- FALLS IN DITCH
 GD0755'OF NEW ROAD.
 GD0755
 GD0755                          STATION RECOVERY (1969)
 GD0755
 GD0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0477 ***********************************************************************
 FE0477  DESIGNATION -  F 154
 FE0477  PID         -  FE0477
 FE0477  STATE/COUNTY-  TN/MCNAIRY
 FE0477  USGS QUAD   -  CHEWALLA (1983)
 FE0477
 FE0477                         *CURRENT SURVEY CONTROL
 FE0477  ___________________________________________________________________
 FE0477* NAD 83(1986)-  35 01 14.     (N)    088 40 37.     (W)     SCALED    
 FE0477* NAVD 88     -       120.173  (meters)     394.27   (feet)  ADJUSTED  
 FE0477  ___________________________________________________________________
 FE0477  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0477  DYNAMIC HT  -         120.059 (meters)     393.89  (feet)  COMP
 FE0477  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FE0477
 FE0477  VERT ORDER  -  FIRST     CLASS II
 FE0477
 FE0477.The horizontal coordinates were scaled from a topographic map and have
 FE0477.an estimated accuracy of +/- 6 seconds.
 FE0477
 FE0477.The orthometric height was determined by differential leveling
 FE0477.and adjusted by the National Geodetic Survey in June 1991..
 FE0477
 FE0477.The geoid height was determined by GEOID03.
 FE0477
 FE0477.The dynamic height is computed by dividing the NAVD 88
 FE0477.geopotential number by the normal gravity value computed on the
 FE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0477.degrees latitude (g = 980.6199 gals.).
 FE0477
 FE0477.The modeled gravity was interpolated from observed gravity values.
 FE0477
 FE0477;                    North         East    Units  Estimated Accuracy
 FE0477;SPC TN       -    79,590.      355,710.      MT  (+/- 180 meters Scaled)
 FE0477
 FE0477                          SUPERSEDED SURVEY CONTROL
 FE0477
 FE0477  NGVD 29 (??/??/??)  120.159  (m)          394.22   (f) ADJUSTED    1 2
 FE0477
 FE0477.Superseded values are not recommended for survey control.
 FE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0477.See file dsdata.txt to determine how the superseded data were derived.
 FE0477
 FE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD470766(NAD 83)
 FE0477_MARKER: DB = BENCH MARK DISK
 FE0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0477_STAMPING: F 154 1944
 FE0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0477+STABILITY: SURFACE MOTION
 FE0477
 FE0477  HISTORY     - Date     Condition        Report By
 FE0477  HISTORY     - 1944     MONUMENTED       CGS
 FE0477  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0477  HISTORY     - 19990101 MARK NOT FOUND   USE
 FE0477
 FE0477                          STATION DESCRIPTION
 FE0477
 FE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0477'1.8 MI W FROM CHEWALLA.
 FE0477'1.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0477'CHEWALLA, MCNAIRY  COUNTY, 0.2 MILE EAST OF MILEPOST 470, AT
 FE0477'A ROAD CROSSING, 100 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FE0477'28 FEET NORTH OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE
 FE0477'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 2.5 FEET EAST
 FE0477'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
 FE0477'A STANDARD DISK, STAMPED F 154 1944 AND SET IN THE TOP OF A
 FE0477'CONCRETE POST.  NOTE-- DISK WAS SLANTING.
 FE0477
 FE0477                          STATION RECOVERY (1972)
 FE0477
 FE0477'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0477'MARK NOT FOUND.
 FE0477
 FE0477                          STATION RECOVERY (1999)
 FE0477
 FE0477'RECOVERY NOTE BY US ENGINEERS 1999
 FE0477'IF MARK STILL EXISTS IT WILL BE 1.0 M (3.3 FT) BELOW LEVEL OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0456 ***********************************************************************
 FE0456  DESIGNATION -  F 155
 FE0456  PID         -  FE0456
 FE0456  STATE/COUNTY-  TN/HARDEMAN
 FE0456  USGS QUAD   -  MIDDLETON (1980)
 FE0456
 FE0456                         *CURRENT SURVEY CONTROL
 FE0456  ___________________________________________________________________
 FE0456* NAD 83(1986)-  35 03 30.     (N)    088 55 56.     (W)     SCALED    
 FE0456* NAVD 88     -       130.536  (meters)     428.27   (feet)  ADJUSTED  
 FE0456  ___________________________________________________________________
 FE0456  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0456  DYNAMIC HT  -         130.412 (meters)     427.86  (feet)  COMP
 FE0456  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FE0456
 FE0456  VERT ORDER  -  FIRST     CLASS II
 FE0456
 FE0456.The horizontal coordinates were scaled from a topographic map and have
 FE0456.an estimated accuracy of +/- 6 seconds.
 FE0456
 FE0456.The orthometric height was determined by differential leveling
 FE0456.and adjusted by the National Geodetic Survey in June 1991..
 FE0456
 FE0456.The geoid height was determined by GEOID03.
 FE0456
 FE0456.The dynamic height is computed by dividing the NAVD 88
 FE0456.geopotential number by the normal gravity value computed on the
 FE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0456.degrees latitude (g = 980.6199 gals.).
 FE0456
 FE0456.The modeled gravity was interpolated from observed gravity values.
 FE0456
 FE0456;                    North         East    Units  Estimated Accuracy
 FE0456;SPC TN       -    84,450.      332,540.      MT  (+/- 180 meters Scaled)
 FE0456
 FE0456                          SUPERSEDED SURVEY CONTROL
 FE0456
 FE0456  NGVD 29 (??/??/??)  130.504  (m)          428.16   (f) ADJUSTED    1 2
 FE0456
 FE0456.Superseded values are not recommended for survey control.
 FE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0456.See file dsdata.txt to determine how the superseded data were derived.
 FE0456
 FE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD237812(NAD 83)
 FE0456_MARKER: DD = SURVEY DISK
 FE0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0456_STAMPING: F 155 1944
 FE0456_MARK LOGO: TNGS  
 FE0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0456+STABILITY: SURFACE MOTION
 FE0456
 FE0456  HISTORY     - Date     Condition        Report By
 FE0456  HISTORY     - 1944     MONUMENTED       TNGS
 FE0456  HISTORY     - 1944     GOOD             CGS
 FE0456  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0456
 FE0456                          STATION DESCRIPTION
 FE0456
 FE0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0456'2.6 MI W FROM MIDDLETON.
 FE0456'2.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0456'MIDDLETON, HARDEMAN COUNTY, 2 FEET WEST OF MILEPOST 485, 11 FEET
 FE0456'NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A WHITE
 FE0456'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK. A STATE SURVEY
 FE0456'STANDARD DISK, STAMPED F 155 1944 AND SET IN THE TOP OF A CONCRETE
 FE0456'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FE0456
 FE0456                          STATION RECOVERY (1983)
 FE0456
 FE0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0456'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0533 ***********************************************************************
 FE0533  DESIGNATION -  F 158
 FE0533  PID         -  FE0533
 FE0533  STATE/COUNTY-  TN/MCNAIRY
 FE0533  USGS QUAD   -  PURDY (1984)
 FE0533
 FE0533                         *CURRENT SURVEY CONTROL
 FE0533  ___________________________________________________________________
 FE0533* NAD 83(1986)-  35 10 08.     (N)    088 35 28.     (W)     SCALED    
 FE0533* NAVD 88     -       134.624  (meters)     441.68   (feet)  ADJUSTED  
 FE0533  ___________________________________________________________________
 FE0533  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0533  DYNAMIC HT  -         134.499 (meters)     441.27  (feet)  COMP
 FE0533  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FE0533
 FE0533  VERT ORDER  -  FIRST     CLASS II
 FE0533
 FE0533.The horizontal coordinates were scaled from a topographic map and have
 FE0533.an estimated accuracy of +/- 6 seconds.
 FE0533
 FE0533.The orthometric height was determined by differential leveling
 FE0533.and adjusted by the National Geodetic Survey in June 1991..
 FE0533
 FE0533.The geoid height was determined by GEOID03.
 FE0533
 FE0533.The dynamic height is computed by dividing the NAVD 88
 FE0533.geopotential number by the normal gravity value computed on the
 FE0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0533.degrees latitude (g = 980.6199 gals.).
 FE0533
 FE0533.The modeled gravity was interpolated from observed gravity values.
 FE0533
 FE0533;                    North         East    Units  Estimated Accuracy
 FE0533;SPC TN       -    95,830.      363,970.      MT  (+/- 180 meters Scaled)
 FE0533
 FE0533                          SUPERSEDED SURVEY CONTROL
 FE0533
 FE0533  NGVD 29 (??/??/??)  134.620  (m)          441.67   (f) ADJUSTED    1 2
 FE0533
 FE0533.Superseded values are not recommended for survey control.
 FE0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0533.See file dsdata.txt to determine how the superseded data were derived.
 FE0533
 FE0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD551929(NAD 83)
 FE0533_MARKER: DB = BENCH MARK DISK
 FE0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0533_SP_SET: CONCRETE BASE
 FE0533_STAMPING: F 158 1944
 FE0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0533
 FE0533  HISTORY     - Date     Condition        Report By
 FE0533  HISTORY     - 1944     MONUMENTED       CGS
 FE0533  HISTORY     - 1948     GOOD             CGS
 FE0533  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0533
 FE0533                          STATION DESCRIPTION
 FE0533
 FE0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0533'AT SELMER.
 FE0533'AT SELMER, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 67 YARDS
 FE0533'WEST-SOUTHWEST AND ACROSS THE TRACKS FROM MILE POST 348, 38.5
 FE0533'FEET NORTHEAST OF THE EAST CORNER OF THE STATION, 15 FEET
 FE0533'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 45 AND 64, 24.5
 FE0533'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET IN
 FE0533'THE TOP OF THE SOUTHEAST SIDE OF THE CONCRETE BASE OF THE
 FE0533'CROSSING WARNING SIGNAL, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 FE0533'EDGE OF THE BASE, 0.4 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF
 FE0533'THE BASE AND ABOUT 0.3 FOOT ABOVE THE TRACK.  NOTE-- 38.5 FT NE
 FE0533'FROM E CORNER OF THE STATION FALL IN CENTERLINE OF ROAD, AND THE
 FE0533'CONCRETE BASE OF THE CROSSING WARNING.
 FE0533
 FE0533                          STATION RECOVERY (1972)
 FE0533
 FE0533'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0501 ***********************************************************************
 FE0501  DESIGNATION -  F 159
 FE0501  PID         -  FE0501
 FE0501  STATE/COUNTY-  TN/CHESTER
 FE0501  USGS QUAD   -  HENDERSON (1983)
 FE0501
 FE0501                         *CURRENT SURVEY CONTROL
 FE0501  ___________________________________________________________________
 FE0501* NAD 83(1986)-  35 26 24.     (N)    088 38 24.     (W)     SCALED    
 FE0501* NAVD 88     -       140.760  (meters)     461.81   (feet)  ADJUSTED  
 FE0501  ___________________________________________________________________
 FE0501  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0501  DYNAMIC HT  -         140.632 (meters)     461.39  (feet)  COMP
 FE0501  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 FE0501
 FE0501  VERT ORDER  -  FIRST     CLASS II
 FE0501
 FE0501.The horizontal coordinates were scaled from a topographic map and have
 FE0501.an estimated accuracy of +/- 6 seconds.
 FE0501
 FE0501.The orthometric height was determined by differential leveling
 FE0501.and adjusted by the National Geodetic Survey in June 1991..
 FE0501
 FE0501.The geoid height was determined by GEOID03.
 FE0501
 FE0501.The dynamic height is computed by dividing the NAVD 88
 FE0501.geopotential number by the normal gravity value computed on the
 FE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0501.degrees latitude (g = 980.6199 gals.).
 FE0501
 FE0501.The modeled gravity was interpolated from observed gravity values.
 FE0501
 FE0501;                    North         East    Units  Estimated Accuracy
 FE0501;SPC TN       -   126,020.      360,330.      MT  (+/- 180 meters Scaled)
 FE0501
 FE0501                          SUPERSEDED SURVEY CONTROL
 FE0501
 FE0501  NGVD 29 (??/??/??)  140.777  (m)          461.87   (f) ADJUSTED    1 2
 FE0501
 FE0501.Superseded values are not recommended for survey control.
 FE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0501.See file dsdata.txt to determine how the superseded data were derived.
 FE0501
 FE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511230(NAD 83)
 FE0501_MARKER: DB = BENCH MARK DISK
 FE0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0501_SP_SET: CONCRETE BASE
 FE0501_STAMPING: F 159 1944
 FE0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0501
 FE0501  HISTORY     - Date     Condition        Report By
 FE0501  HISTORY     - 1944     MONUMENTED       CGS
 FE0501  HISTORY     - 1948     GOOD             CGS
 FE0501  HISTORY     - 1950     GOOD             CGS
 FE0501  HISTORY     - 20020603 POOR             USACE
 FE0501
 FE0501                          STATION DESCRIPTION
 FE0501
 FE0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0501'AT HENDERSON.
 FE0501'AT HENDERSON, AT THE NORTH CORNER OF THE COURT HOUSE YARD, SET
 FE0501'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 FE0501'SOUTH LEG OF THE WATER TOWER, 145 FEET NORTHWEST OF THE NORTHWEST
 FE0501'CURB OF THE CITY ROUTE OF U.S. HIGHWAY 45 AND ABOUT 0.5 FOOT
 FE0501'ABOVE THE GROUND.  NOTE-- THE F IS ILLEGIBLE.
 FE0501
 FE0501                          STATION RECOVERY (1950)
 FE0501
 FE0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FE0501'RECOVERED IN GOOD CONDITION.
 FE0501
 FE0501                          STATION RECOVERY (2002)
 FE0501
 FE0501'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0501'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0508 ***********************************************************************
 FC0508  DESIGNATION -  F 16
 FC0508  PID         -  FC0508
 FC0508  STATE/COUNTY-  TN/POLK
 FC0508  USGS QUAD   -  OSWALD DOME (1967)
 FC0508
 FC0508                         *CURRENT SURVEY CONTROL
 FC0508  ___________________________________________________________________
 FC0508* NAD 83(1986)-  35 11 29.     (N)    084 30 05.     (W)     SCALED    
 FC0508* NAVD 88     -       236.192  (meters)     774.91   (feet)  ADJUSTED  
 FC0508  ___________________________________________________________________
 FC0508  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FC0508  DYNAMIC HT  -         235.960 (meters)     774.15  (feet)  COMP
 FC0508  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 FC0508
 FC0508  VERT ORDER  -  SECOND    CLASS 0
 FC0508
 FC0508.The horizontal coordinates were scaled from a topographic map and have
 FC0508.an estimated accuracy of +/- 6 seconds.
 FC0508
 FC0508.The orthometric height was determined by differential leveling
 FC0508.and adjusted by the National Geodetic Survey in June 1991..
 FC0508
 FC0508.The geoid height was determined by GEOID03.
 FC0508
 FC0508.The dynamic height is computed by dividing the NAVD 88
 FC0508.geopotential number by the normal gravity value computed on the
 FC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0508.degrees latitude (g = 980.6199 gals.).
 FC0508
 FC0508.The modeled gravity was interpolated from observed gravity values.
 FC0508
 FC0508;                    North         East    Units  Estimated Accuracy
 FC0508;SPC TN       -    96,250.      736,480.      MT  (+/- 180 meters Scaled)
 FC0508
 FC0508                          SUPERSEDED SURVEY CONTROL
 FC0508
 FC0508  NGVD 29 (??/??/92)  236.261  (m)          775.13   (f) ADJ UNCH    2 0
 FC0508
 FC0508.Superseded values are not recommended for survey control.
 FC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0508.See file dsdata.txt to determine how the superseded data were derived.
 FC0508
 FC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD274971(NAD 83)
 FC0508_MARKER: DD = SURVEY DISK
 FC0508_SETTING: 66 = SET IN ROCK OUTCROP
 FC0508_SP_SET: SET IN ROCK OUTCROP
 FC0508_STAMPING: F 16 1933
 FC0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0508+STABILITY: POSITION/ELEVATION WELL
 FC0508
 FC0508  HISTORY     - Date     Condition        Report By
 FC0508  HISTORY     - 1933     MONUMENTED       CGS
 FC0508  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0508
 FC0508                          STATION DESCRIPTION
 FC0508
 FC0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0508'AT RELIANCE.
 FC0508'AT RELIANCE, POLK COUNTY, NEAR THE LOUISVILLE AND NASHVILLE
 FC0508'RAILROAD STATION, 600 FEET WEST OF THE WEST END OF THE RAILROAD
 FC0508'BRIDGE OVER HIWASSEE RIVER, 250 FEET NORTH OF THE NORTH END
 FC0508'OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER, 63.2 FEET NORTH OF
 FC0508'THE NORTH RAIL, 24 FEET WEST OF THE CENTERLINE OF THE
 FC0508'NORTH-AND-SOUTH ROAD OVER THE BRIDGE, 4 FEET SOUTH OF THE SOUTH
 FC0508'BASE OF A CLIFF, AND IN THE TOP OF A ROCK, 4 FEET HIGHER THAN
 FC0508'THE RAIL.  A STANDARD DISK, STAMPED F 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0711 ***********************************************************************
 FE0711  DESIGNATION -  F 160
 FE0711  PID         -  FE0711
 FE0711  STATE/COUNTY-  TN/MADISON
 FE0711  USGS QUAD   -  JACKSON NORTH (1983)
 FE0711
 FE0711                         *CURRENT SURVEY CONTROL
 FE0711  ___________________________________________________________________
 FE0711* NAD 83(1986)-  35 42 20.     (N)    088 47 39.     (W)     SCALED    
 FE0711* NAVD 88     -       132.964  (meters)     436.23   (feet)  ADJUSTED  
 FE0711  ___________________________________________________________________
 FE0711  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0711  DYNAMIC HT  -         132.846 (meters)     435.85  (feet)  COMP
 FE0711  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 FE0711
 FE0711  VERT ORDER  -  FIRST     CLASS II
 FE0711
 FE0711.The horizontal coordinates were scaled from a topographic map and have
 FE0711.an estimated accuracy of +/- 6 seconds.
 FE0711
 FE0711.The orthometric height was determined by differential leveling
 FE0711.and adjusted by the National Geodetic Survey in June 1991..
 FE0711
 FE0711.The geoid height was determined by GEOID03.
 FE0711
 FE0711.The dynamic height is computed by dividing the NAVD 88
 FE0711.geopotential number by the normal gravity value computed on the
 FE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0711.degrees latitude (g = 980.6199 gals.).
 FE0711
 FE0711.The modeled gravity was interpolated from observed gravity values.
 FE0711
 FE0711;                    North         East    Units  Estimated Accuracy
 FE0711;SPC TN       -   155,860.      347,180.      MT  (+/- 180 meters Scaled)
 FE0711
 FE0711                          SUPERSEDED SURVEY CONTROL
 FE0711
 FE0711  NGVD 29 (??/??/??)  133.006  (m)          436.37   (f) ADJUSTED    1 2
 FE0711
 FE0711.Superseded values are not recommended for survey control.
 FE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0711.See file dsdata.txt to determine how the superseded data were derived.
 FE0711
 FE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE376527(NAD 83)
 FE0711_MARKER: DB = BENCH MARK DISK
 FE0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0711_STAMPING: F 160 1944
 FE0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0711+STABILITY: SURFACE MOTION
 FE0711
 FE0711  HISTORY     - Date     Condition        Report By
 FE0711  HISTORY     - 1944     MONUMENTED       CGS
 FE0711  HISTORY     - 1948     GOOD             CGS
 FE0711  HISTORY     - 1959     GOOD             CGS
 FE0711
 FE0711                          STATION DESCRIPTION
 FE0711
 FE0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0711'0.5 MI S FROM OAKFIELD.
 FE0711'ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0711'THE STATION AT OAKFIELD, 214 FEET NORTH-NORTHEAST AND ACROSS THE
 FE0711'TRACK FROM MILE POST C 464, 40 YARDS NORTH OF A 12-FOOT CUT,
 FE0711'47.5 FEET EAST OF THE EAST RAIL, 1 FOOT EAST OF THE R/W FENCE
 FE0711'AND INSIDE A HILLY PASTURE, 4 FEET NORTH OF THE NORTH ONE OF
 FE0711'TWO 8-INCH OAK TREES IN THE FENCE LINE, 55 YARDS SOUTH OF A
 FE0711'CULVERT UNDER A FILL, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 FE0711'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0711'POST PROJECTING 4 INCHES.
 FE0711
 FE0711                          STATION RECOVERY (1959)
 FE0711
 FE0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0373 ***********************************************************************
 GD0373  DESIGNATION -  F 161
 GD0373  PID         -  GD0373
 GD0373  STATE/COUNTY-  TN/GIBSON
 GD0373  USGS QUAD   -  BRADFORD (1985)
 GD0373
 GD0373                         *CURRENT SURVEY CONTROL
 GD0373  ___________________________________________________________________
 GD0373* NAD 83(1986)-  36 03 12.     (N)    088 48 27.     (W)     SCALED    
 GD0373* NAVD 88     -       128.340  (meters)     421.06   (feet)  ADJUSTED  
 GD0373  ___________________________________________________________________
 GD0373  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0373  DYNAMIC HT  -         128.231 (meters)     420.70  (feet)  COMP
 GD0373  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GD0373
 GD0373  VERT ORDER  -  FIRST     CLASS II
 GD0373
 GD0373.The horizontal coordinates were scaled from a topographic map and have
 GD0373.an estimated accuracy of +/- 6 seconds.
 GD0373
 GD0373.The orthometric height was determined by differential leveling
 GD0373.and adjusted by the National Geodetic Survey in June 1991..
 GD0373
 GD0373.The geoid height was determined by GEOID03.
 GD0373
 GD0373.The dynamic height is computed by dividing the NAVD 88
 GD0373.geopotential number by the normal gravity value computed on the
 GD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0373.degrees latitude (g = 980.6199 gals.).
 GD0373
 GD0373.The modeled gravity was interpolated from observed gravity values.
 GD0373
 GD0373;                    North         East    Units  Estimated Accuracy
 GD0373;SPC TN       -   194,460.      347,080.      MT  (+/- 180 meters Scaled)
 GD0373
 GD0373                          SUPERSEDED SURVEY CONTROL
 GD0373
 GD0373  NGVD 29 (??/??/??)  128.379  (m)          421.19   (f) ADJUSTED    1 2
 GD0373
 GD0373.Superseded values are not recommended for survey control.
 GD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0373.See file dsdata.txt to determine how the superseded data were derived.
 GD0373
 GD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE371913(NAD 83)
 GD0373_MARKER: DB = BENCH MARK DISK
 GD0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0373_SP_SET: CONCRETE BASE
 GD0373_STAMPING: F 161 1944
 GD0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0373
 GD0373  HISTORY     - Date     Condition        Report By
 GD0373  HISTORY     - 1944     MONUMENTED       CGS
 GD0373  HISTORY     - 1948     GOOD             CGS
 GD0373  HISTORY     - 1967     GOOD             CGS
 GD0373  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0373
 GD0373                          STATION DESCRIPTION
 GD0373
 GD0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0373'1.6 MI S FROM BRADFORD.
 GD0373'ABOUT 1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0373'THE STATION AT BRADFORD, ABOUT MIDWAY BETWEEN MILE POSTS C 438
 GD0373'AND C 439, AT A SMALL ROAD CROSSING, 7.5 FEET WEST OF THE WEST
 GD0373'RAIL, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 GD0373'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL
 GD0373'NO. 438/5 AND ABOUT 1 FOOT BELOW THE TRACK.
 GD0373
 GD0373                          STATION RECOVERY (1967)
 GD0373
 GD0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0373'RECOVERED IN GOOD CONDITION.
 GD0373
 GD0373                          STATION RECOVERY (1990)
 GD0373
 GD0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1270 ***********************************************************************
 GA1270  DESIGNATION -  F 162
 GA1270  PID         -  GA1270
 GA1270  STATE/COUNTY-  TN/HAWKINS
 GA1270  USGS QUAD   -  CHURCH HILL (1991)
 GA1270
 GA1270                         *CURRENT SURVEY CONTROL
 GA1270  ___________________________________________________________________
 GA1270* NAD 83(1986)-  36 34 01.     (N)    082 39 36.     (W)     SCALED    
 GA1270* NAVD 88     -       426.571  (meters)    1399.51   (feet)  ADJUSTED  
 GA1270  ___________________________________________________________________
 GA1270  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1270  DYNAMIC HT  -         426.188 (meters)    1398.25  (feet)  COMP
 GA1270  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GA1270
 GA1270  VERT ORDER  -  FIRST     CLASS I
 GA1270
 GA1270.The horizontal coordinates were scaled from a topographic map and have
 GA1270.an estimated accuracy of +/- 6 seconds.
 GA1270
 GA1270.The orthometric height was determined by differential leveling
 GA1270.and adjusted by the National Geodetic Survey in June 1991..
 GA1270
 GA1270.The geoid height was determined by GEOID03.
 GA1270
 GA1270.The dynamic height is computed by dividing the NAVD 88
 GA1270.geopotential number by the normal gravity value computed on the
 GA1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1270.degrees latitude (g = 980.6199 gals.).
 GA1270
 GA1270.The modeled gravity was interpolated from observed gravity values.
 GA1270
 GA1270;                    North         East    Units  Estimated Accuracy
 GA1270;SPC TN       -   252,930.      898,930.      MT  (+/- 180 meters Scaled)
 GA1270
 GA1270                          SUPERSEDED SURVEY CONTROL
 GA1270
 GA1270  NGVD 29 (??/??/92)  426.713  (m)         1399.97   (f) ADJ UNCH    1 1
 GA1270
 GA1270.Superseded values are not recommended for survey control.
 GA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1270.See file dsdata.txt to determine how the superseded data were derived.
 GA1270
 GA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA514481(NAD 83)
 GA1270_MARKER: DB = BENCH MARK DISK
 GA1270_SETTING: 66 = SET IN ROCK OUTCROP
 GA1270_SP_SET: ROCK OUTCROP
 GA1270_STAMPING: F 162 1967
 GA1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1270+STABILITY: POSITION/ELEVATION WELL
 GA1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1270+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 GA1270
 GA1270  HISTORY     - Date     Condition        Report By
 GA1270  HISTORY     - 1967     MONUMENTED       CGS
 GA1270  HISTORY     - 20040201 GOOD             GEOCAC
 GA1270
 GA1270                          STATION DESCRIPTION
 GA1270
 GA1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1270'5.3 MI NE FROM CHURCH HILL.
 GA1270'ABOUT 5.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1270'RAILROAD FROM THE STATION AT CHURCH HILL, 22 POLES SOUTHWEST OF
 GA1270'MILEPOST 48, 14 1/2 POLES SOUTHWEST OF THE CROSSING OF THE
 GA1270'RAILROAD AND A ROAD, NEAR THE CENTER OF AN S CURVE IN THE RAILROAD,
 GA1270'SET IN THE TOP OF A ROCK OUTCROP IN THE WEST BANK OF A CUT FOR
 GA1270'THE RAILROAD, 10 FEET WEST OF THE WEST RAIL OF THE TRACK, AND
 GA1270'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1270
 GA1270                          STATION RECOVERY (2004)
 GA1270
 GA1270'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1270'N36.34.020 W082.39.592
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1847 ***********************************************************************
 GA1847  DESIGNATION -  F 163
 GA1847  PID         -  GA1847
 GA1847  STATE/COUNTY-  TN/HAWKINS
 GA1847  USGS QUAD   -  BULLS GAP (1976)
 GA1847
 GA1847                         *CURRENT SURVEY CONTROL
 GA1847  ___________________________________________________________________
 GA1847* NAD 83(1986)-  36 15 48.     (N)    083 04 36.     (W)     SCALED    
 GA1847* NAVD 88     -       347.609  (meters)    1140.45   (feet)  ADJUSTED  
 GA1847  ___________________________________________________________________
 GA1847  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1847  DYNAMIC HT  -         347.290 (meters)    1139.40  (feet)  COMP
 GA1847  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1847
 GA1847  VERT ORDER  -  FIRST     CLASS I
 GA1847
 GA1847.The horizontal coordinates were scaled from a topographic map and have
 GA1847.an estimated accuracy of +/- 6 seconds.
 GA1847
 GA1847.The orthometric height was determined by differential leveling
 GA1847.and adjusted by the National Geodetic Survey in June 1991..
 GA1847
 GA1847.The geoid height was determined by GEOID03.
 GA1847
 GA1847.The dynamic height is computed by dividing the NAVD 88
 GA1847.geopotential number by the normal gravity value computed on the
 GA1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1847.degrees latitude (g = 980.6199 gals.).
 GA1847
 GA1847.The modeled gravity was interpolated from observed gravity values.
 GA1847
 GA1847;                    North         East    Units  Estimated Accuracy
 GA1847;SPC TN       -   218,060.      862,650.      MT  (+/- 180 meters Scaled)
 GA1847
 GA1847                          SUPERSEDED SURVEY CONTROL
 GA1847
 GA1847  NGVD 29 (??/??/92)  347.764  (m)         1140.96   (f) ADJ UNCH    1 1
 GA1847
 GA1847.Superseded values are not recommended for survey control.
 GA1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1847.See file dsdata.txt to determine how the superseded data were derived.
 GA1847
 GA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA134151(NAD 83)
 GA1847_MARKER: DB = BENCH MARK DISK
 GA1847_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1847_SP_SET: 9 FEET
 GA1847_STAMPING: F 163 1967
 GA1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1847
 GA1847  HISTORY     - Date     Condition        Report By
 GA1847  HISTORY     - 1967     MONUMENTED       CGS
 GA1847
 GA1847                          STATION DESCRIPTION
 GA1847
 GA1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1847'0.9 MI NE FROM BULLS GAP.
 GA1847'ABOUT 0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1847'RAILROAD FROM THE STATION AT BULLS GAP, 133 FEET EAST OF THE
 GA1847'EAST RAIL OF THE MAIN TRACK, 113 FEET SOUTHEAST OF MILEPOST 86,
 GA1847'27 FEET EAST OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE
 GA1847'TRACK, 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 GA1847'BUILDING, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 GA1847'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 GA1847'COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED
 GA1847'IN A 5-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1746 ***********************************************************************
 GA1746  DESIGNATION -  F 164
 GA1746  PID         -  GA1746
 GA1746  STATE/COUNTY-  TN/COCKE
 GA1746  USGS QUAD   -  RANKIN (1980)
 GA1746
 GA1746                         *CURRENT SURVEY CONTROL
 GA1746  ___________________________________________________________________
 GA1746* NAD 83(1986)-  36 01 31.     (N)    083 12 31.     (W)     SCALED    
 GA1746* NAVD 88     -       308.194  (meters)    1011.13   (feet)  ADJUSTED  
 GA1746  ___________________________________________________________________
 GA1746  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1746  DYNAMIC HT  -         307.905 (meters)    1010.18  (feet)  COMP
 GA1746  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 GA1746
 GA1746  VERT ORDER  -  FIRST     CLASS I
 GA1746
 GA1746.The horizontal coordinates were scaled from a topographic map and have
 GA1746.an estimated accuracy of +/- 6 seconds.
 GA1746
 GA1746.The orthometric height was determined by differential leveling
 GA1746.and adjusted by the National Geodetic Survey in June 1991..
 GA1746
 GA1746.The geoid height was determined by GEOID03.
 GA1746
 GA1746.The dynamic height is computed by dividing the NAVD 88
 GA1746.geopotential number by the normal gravity value computed on the
 GA1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1746.degrees latitude (g = 980.6199 gals.).
 GA1746
 GA1746.The modeled gravity was interpolated from observed gravity values.
 GA1746
 GA1746;                    North         East    Units  Estimated Accuracy
 GA1746;SPC TN       -   191,310.      851,560.      MT  (+/- 180 meters Scaled)
 GA1746
 GA1746                          SUPERSEDED SURVEY CONTROL
 GA1746
 GA1746  NGVD 29 (??/??/92)  308.337  (m)         1011.60   (f) ADJ UNCH    1 1
 GA1746
 GA1746.Superseded values are not recommended for survey control.
 GA1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1746.See file dsdata.txt to determine how the superseded data were derived.
 GA1746
 GA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV009890(NAD 83)
 GA1746_MARKER: DB = BENCH MARK DISK
 GA1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1746_STAMPING: F 164 1967
 GA1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1746+STABILITY: SURFACE MOTION
 GA1746
 GA1746  HISTORY     - Date     Condition        Report By
 GA1746  HISTORY     - 1967     MONUMENTED       CGS
 GA1746
 GA1746                          STATION DESCRIPTION
 GA1746
 GA1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1746'4.6 MI N FROM NEWPORT.
 GA1746'ABOUT 4.6 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1746'FROM THE STATION AT NEWPORT, 0.6 MILE NORTH OF A BUILDING
 GA1746'WHICH IS OCCUPIED BY THE SONOCO PAPER COMPANY, 2 1/2 POLES NORTH
 GA1746'OF MILEPOST 211, 48 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 GA1746'OF THE RAILROAD AND A TRAIL ROAD, 40 1/2 FEET WEST OF THE WEST
 GA1746'RAIL OF THE TRACK, 20 FEET NORTH OF THE CENTERLINE OF THE TRAIL
 GA1746'ROAD, 84 FEET NORTH OF A POLE, 60 FEET NORTH OF A FENCE CORNER
 GA1746'POST, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET WEST OF A METAL
 GA1746'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND
 GA1746'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0693 ***********************************************************************
 FB0693  DESIGNATION -  F 165
 FB0693  PID         -  FB0693
 FB0693  STATE/COUNTY-  TN/COCKE
 FB0693  USGS QUAD   -  PAINT ROCK (1991)
 FB0693
 FB0693                         *CURRENT SURVEY CONTROL
 FB0693  ___________________________________________________________________
 FB0693* NAD 83(1986)-  35 55 45.     (N)    082 56 08.     (W)     SCALED    
 FB0693* NAVD 88     -       364.624  (meters)    1196.27   (feet)  ADJUSTED  
 FB0693  ___________________________________________________________________
 FB0693  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB0693  DYNAMIC HT  -         364.270 (meters)    1195.11  (feet)  COMP
 FB0693  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 FB0693
 FB0693  VERT ORDER  -  FIRST     CLASS I
 FB0693
 FB0693.The horizontal coordinates were scaled from a topographic map and have
 FB0693.an estimated accuracy of +/- 6 seconds.
 FB0693
 FB0693.The orthometric height was determined by differential leveling
 FB0693.and adjusted by the National Geodetic Survey in June 1991..
 FB0693
 FB0693.The geoid height was determined by GEOID03.
 FB0693
 FB0693.The dynamic height is computed by dividing the NAVD 88
 FB0693.geopotential number by the normal gravity value computed on the
 FB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0693.degrees latitude (g = 980.6199 gals.).
 FB0693
 FB0693.The modeled gravity was interpolated from observed gravity values.
 FB0693
 FB0693;                    North         East    Units  Estimated Accuracy
 FB0693;SPC TN       -   181,390.      876,490.      MT  (+/- 180 meters Scaled)
 FB0693
 FB0693                          SUPERSEDED SURVEY CONTROL
 FB0693
 FB0693  NGVD 29 (??/??/92)  364.769  (m)         1196.75   (f) ADJ UNCH    1 1
 FB0693
 FB0693.Superseded values are not recommended for survey control.
 FB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0693.See file dsdata.txt to determine how the superseded data were derived.
 FB0693
 FB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV253778(NAD 83)
 FB0693_MARKER: DB = BENCH MARK DISK
 FB0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0693_SP_SET: CULVERT
 FB0693_STAMPING: F 165 1967
 FB0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0693
 FB0693  HISTORY     - Date     Condition        Report By
 FB0693  HISTORY     - 1967     MONUMENTED       CGS
 FB0693
 FB0693                          STATION DESCRIPTION
 FB0693
 FB0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0693'6.7 MI E FROM DEL RIO.
 FB0693'ABOUT 6.7 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0693'FROM THE STATION AT DEL RIO, 18 POLES NORTHEAST OF MILEPOST 189,
 FB0693'18 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, SET IN THE
 FB0693'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 FB0693'48-INCH CONCRETE TUBULAR CULVERT, IN LINE WITH A ROW OF POLES,
 FB0693'AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0209 ***********************************************************************
 GD0209  DESIGNATION -  F 166
 GD0209  PID         -  GD0209
 GD0209  STATE/COUNTY-  TN/STEWART
 GD0209  USGS QUAD   -  PARIS LANDING (1981)
 GD0209
 GD0209                         *CURRENT SURVEY CONTROL
 GD0209  ___________________________________________________________________
 GD0209* NAD 83(1986)-  36 26 48.     (N)    088 02 20.     (W)     SCALED    
 GD0209* NAVD 88     -       141.764  (meters)     465.10   (feet)  ADJUSTED  
 GD0209  ___________________________________________________________________
 GD0209  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GD0209  DYNAMIC HT  -         141.648 (meters)     464.72  (feet)  COMP
 GD0209  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GD0209
 GD0209  VERT ORDER  -  FIRST     CLASS II
 GD0209
 GD0209.The horizontal coordinates were scaled from a topographic map and have
 GD0209.an estimated accuracy of +/- 6 seconds.
 GD0209
 GD0209.The orthometric height was determined by differential leveling
 GD0209.and adjusted by the National Geodetic Survey in June 1991..
 GD0209
 GD0209.The geoid height was determined by GEOID03.
 GD0209
 GD0209.The dynamic height is computed by dividing the NAVD 88
 GD0209.geopotential number by the normal gravity value computed on the
 GD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0209.degrees latitude (g = 980.6199 gals.).
 GD0209
 GD0209.The modeled gravity was interpolated from observed gravity values.
 GD0209
 GD0209;                    North         East    Units  Estimated Accuracy
 GD0209;SPC TN       -   236,380.      417,220.      MT  (+/- 180 meters Scaled)
 GD0209
 GD0209                          SUPERSEDED SURVEY CONTROL
 GD0209
 GD0209  NGVD 29 (??/??/??)  141.807  (m)          465.25   (f) ADJUSTED    1 2
 GD0209
 GD0209.Superseded values are not recommended for survey control.
 GD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0209.See file dsdata.txt to determine how the superseded data were derived.
 GD0209
 GD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF068339(NAD 83)
 GD0209_MARKER: DB = BENCH MARK DISK
 GD0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0209_SP_SET: CULVERT
 GD0209_STAMPING: F 166 1947
 GD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0209
 GD0209  HISTORY     - Date     Condition        Report By
 GD0209  HISTORY     - 1947     MONUMENTED       CGS
 GD0209  HISTORY     - 1971     GOOD             NGS
 GD0209
 GD0209                          STATION DESCRIPTION
 GD0209
 GD0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0209'13.7 MI W FROM DOVER.
 GD0209'ABOUT 13.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0209'AT DOVER, ABOUT 0.7 MILE EAST OF THE NORTHEAST END OF THE
 GD0209'SCOTT-FITZHUGH BRIDGE OVER TENNESSEE RIVER, ABOUT 275 FEET WEST
 GD0209'OF THE WEST END OF A CURVE WITH TANGENTS LEADING WEST AND
 GD0209'SOUTHEAST, AT A 24-INCH CORRUGATED IRON PIPE CULVERT, IN THE TOP
 GD0209'OF THE SOUTH CONCRETE HEAD WALL, 1 FOOT EAST OF THE WEST END, 19
 GD0209'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 GD0209'LOWER THAN THE HIGHWAY.  NOTE-- U.S. 79 HAS NEW ALIGNMENT-STATION
 GD0209'IS ON OLD ALIGNMENT-OLD REFERENCE GOOD, NOW OLD 79 HWY.
 GD0209
 GD0209                          STATION RECOVERY (1971)
 GD0209
 GD0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1606 ***********************************************************************
 GC1606  DESIGNATION -  F 167
 GC1606  PID         -  GC1606
 GC1606  STATE/COUNTY-  TN/HOUSTON
 GC1606  USGS QUAD   -  MC KINNON (1973)
 GC1606
 GC1606                         *CURRENT SURVEY CONTROL
 GC1606  ___________________________________________________________________
 GC1606* NAD 83(1986)-  36 17 23.     (N)    087 54 54.     (W)     SCALED    
 GC1606* NAVD 88     -       125.485  (meters)     411.70   (feet)  ADJUSTED  
 GC1606  ___________________________________________________________________
 GC1606  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1606  DYNAMIC HT  -         125.382 (meters)     411.36  (feet)  COMP
 GC1606  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GC1606
 GC1606  VERT ORDER  -  FIRST     CLASS II
 GC1606
 GC1606.The horizontal coordinates were scaled from a topographic map and have
 GC1606.an estimated accuracy of +/- 6 seconds.
 GC1606
 GC1606.The orthometric height was determined by differential leveling
 GC1606.and adjusted by the National Geodetic Survey in June 1991..
 GC1606
 GC1606.The geoid height was determined by GEOID03.
 GC1606
 GC1606.The dynamic height is computed by dividing the NAVD 88
 GC1606.geopotential number by the normal gravity value computed on the
 GC1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1606.degrees latitude (g = 980.6199 gals.).
 GC1606
 GC1606.The modeled gravity was interpolated from observed gravity values.
 GC1606
 GC1606;                    North         East    Units  Estimated Accuracy
 GC1606;SPC TN       -   218,750.      427,990.      MT  (+/- 180 meters Scaled)
 GC1606
 GC1606                          SUPERSEDED SURVEY CONTROL
 GC1606
 GC1606  NGVD 29 (??/??/92)  125.520  (m)          411.81   (f) ADJ UNCH    1 2
 GC1606
 GC1606.Superseded values are not recommended for survey control.
 GC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1606.See file dsdata.txt to determine how the superseded data were derived.
 GC1606
 GC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF178164(NAD 83)
 GC1606_MARKER: DB = BENCH MARK DISK
 GC1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1606_STAMPING: F 167 1947
 GC1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1606+STABILITY: SURFACE MOTION
 GC1606
 GC1606  HISTORY     - Date     Condition        Report By
 GC1606  HISTORY     - 1947     MONUMENTED       CGS
 GC1606  HISTORY     - 1972     POOR             TVA
 GC1606  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1606
 GC1606                          STATION DESCRIPTION
 GC1606
 GC1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1606'2.4 MI S FROM MC KINNON.
 GC1606'2.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1606'METHODIST CHURCH AT MC KINNON, 157 FEET NORTHEAST OF THE EAST
 GC1606'CORNER OF A WHITE FARMHOUSE SOUTHWEST OF THE ROAD, 40 FEET
 GC1606'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF
 GC1606'THE CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 5 FEET
 GC1606'NORTHWEST OF A RAIL FENCE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 GC1606'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1606'NOTE-- EARTH HAS BEEN REMOVED, STATION DOES NOT FIT ORIGINAL
 GC1606'DESCRIPTION AND MAY HAVE BEEN MOVED.  59 FT S 60 DEG W FROM
 GC1606'CENTERLINE BLACKTOP ROAD AND 20 FT S 50 DEG E OF CENTERLINE
 GC1606'GRAVEL DRIVEWAY, AND 34 FT N 65 DEG E FROM CENTERLINE WOODEN
 GC1606'BRIDGE OVER DRAIN.  19.2 N 45 DEG E FROM 20 IN SYCAMORE.
 GC1606
 GC1606                          STATION RECOVERY (1972)
 GC1606
 GC1606'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1606'MARK RECOVERED IN POOR CONDITION.
 GC1606
 GC1606                          STATION RECOVERY (1987)
 GC1606
 GC1606'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1579 ***********************************************************************
 GC1579  DESIGNATION -  F 168
 GC1579  PID         -  GC1579
 GC1579  STATE/COUNTY-  TN/HUMPHREYS
 GC1579  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1579
 GC1579                         *CURRENT SURVEY CONTROL
 GC1579  ___________________________________________________________________
 GC1579* NAD 83(1986)-  36 03 32.     (N)    087 58 12.     (W)     SCALED    
 GC1579* NAVD 88     -       112.045  (meters)     367.60   (feet)  ADJUSTED  
 GC1579  ___________________________________________________________________
 GC1579  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC1579  DYNAMIC HT  -         111.950 (meters)     367.29  (feet)  COMP
 GC1579  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 GC1579
 GC1579  VERT ORDER  -  FIRST     CLASS II
 GC1579
 GC1579.The horizontal coordinates were scaled from a topographic map and have
 GC1579.an estimated accuracy of +/- 6 seconds.
 GC1579
 GC1579.The orthometric height was determined by differential leveling
 GC1579.and adjusted by the National Geodetic Survey in June 1991..
 GC1579
 GC1579.The geoid height was determined by GEOID03.
 GC1579
 GC1579.The dynamic height is computed by dividing the NAVD 88
 GC1579.geopotential number by the normal gravity value computed on the
 GC1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1579.degrees latitude (g = 980.6199 gals.).
 GC1579
 GC1579.The modeled gravity was interpolated from observed gravity values.
 GC1579
 GC1579;                    North         East    Units  Estimated Accuracy
 GC1579;SPC TN       -   193,240.      422,530.      MT  (+/- 180 meters Scaled)
 GC1579
 GC1579                          SUPERSEDED SURVEY CONTROL
 GC1579
 GC1579  NGVD 29 (??/??/92)  112.077  (m)          367.71   (f) ADJ UNCH    1 2
 GC1579
 GC1579.Superseded values are not recommended for survey control.
 GC1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1579.See file dsdata.txt to determine how the superseded data were derived.
 GC1579
 GC1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE126909(NAD 83)
 GC1579_MARKER: DB = BENCH MARK DISK
 GC1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1579_STAMPING: F 168 1947
 GC1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1579+STABILITY: SURFACE MOTION
 GC1579
 GC1579  HISTORY     - Date     Condition        Report By
 GC1579  HISTORY     - 1947     MONUMENTED       CGS
 GC1579  HISTORY     - 1972     GOOD             TVA
 GC1579
 GC1579                          STATION DESCRIPTION
 GC1579
 GC1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1579'3.2 MI NW FROM JOHNSONVILLE.
 GC1579'0.2 MILE WEST AND 3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE
 GC1579'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1579'JOHNSONVILLE, ABOUT 0.4 MILE SOUTH OF THE SITE OF THE STATION AT
 GC1579'ABANDONED JOHNSONVILLE, ABOUT 145 YARDS NORTH OF A 4-FOOT CLAY
 GC1579'TILE CULVERT, ABOUT HALFWAY UP A HILL ASCENDING TO THE NORTH, 132
 GC1579'FEET SOUTHWEST ACROSS THE ROAD FROM A 10-INCH BLAZED OAK TREE,
 GC1579'130 FEET NORTHWEST ACROSS THE ROAD FROM A 6-INCH BLAZED TREE, 15
 GC1579'FEET WEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET WEST OF A
 GC1579'FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP OF A
 GC1579'CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- STEEL POST AND
 GC1579'SURVEY MARKER SIGN SET AT MONUMENT.
 GC1579
 GC1579                          STATION RECOVERY (1972)
 GC1579
 GC1579'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0097 ***********************************************************************
 FE0097  DESIGNATION -  F 169
 FE0097  PID         -  FE0097
 FE0097  STATE/COUNTY-  TN/DECATUR
 FE0097  USGS QUAD   -  SUGAR TREE (1986)
 FE0097
 FE0097                         *CURRENT SURVEY CONTROL
 FE0097  ___________________________________________________________________
 FE0097* NAD 83(1986)-  35 46 39.     (N)    088 04 08.     (W)     SCALED    
 FE0097* NAVD 88     -       176.086  (meters)     577.71   (feet)  ADJUSTED  
 FE0097  ___________________________________________________________________
 FE0097  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0097  DYNAMIC HT  -         175.933 (meters)     577.21  (feet)  COMP
 FE0097  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FE0097
 FE0097  VERT ORDER  -  FIRST     CLASS II
 FE0097
 FE0097.The horizontal coordinates were scaled from a topographic map and have
 FE0097.an estimated accuracy of +/- 6 seconds.
 FE0097
 FE0097.The orthometric height was determined by differential leveling
 FE0097.and adjusted by the National Geodetic Survey in June 1991..
 FE0097
 FE0097.The geoid height was determined by GEOID03.
 FE0097
 FE0097.The dynamic height is computed by dividing the NAVD 88
 FE0097.geopotential number by the normal gravity value computed on the
 FE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0097.degrees latitude (g = 980.6199 gals.).
 FE0097
 FE0097.The modeled gravity was interpolated from observed gravity values.
 FE0097
 FE0097;                    North         East    Units  Estimated Accuracy
 FE0097;SPC TN       -   162,210.      412,960.      MT  (+/- 180 meters Scaled)
 FE0097
 FE0097                          SUPERSEDED SURVEY CONTROL
 FE0097
 FE0097  NGVD 29 (??/??/??)  176.105  (m)          577.77   (f) ADJUSTED    1 2
 FE0097
 FE0097.Superseded values are not recommended for survey control.
 FE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0097.See file dsdata.txt to determine how the superseded data were derived.
 FE0097
 FE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE033597(NAD 83)
 FE0097_MARKER: DB = BENCH MARK DISK
 FE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0097_STAMPING: F 169 1947
 FE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0097+STABILITY: SURFACE MOTION
 FE0097
 FE0097  HISTORY     - Date     Condition        Report By
 FE0097  HISTORY     - 1947     MONUMENTED       CGS
 FE0097  HISTORY     - 1972     GOOD             TVA
 FE0097
 FE0097                          STATION DESCRIPTION
 FE0097
 FE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0097'10.9 MI N FROM PARSONS.
 FE0097'ABOUT 10.9 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0097'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0097'ABOUT 4.4 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0097'ABOUT 200 YARDS SOUTH OF A LOG FARMHOUSE, AT A CURVE WITH TANGENTS
 FE0097'LEADING NORTHWEST AND SOUTHWEST, AT THE JUNCTION OF A VERY DIM
 FE0097'WOODS ROAD LEADING SOUTHEAST, 30 FEET SOUTHEAST OF THE CENTER
 FE0097'LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 FE0097'THE ROAD, 13 FEET NORTHWEST OF A FENCE, 24 FEET SOUTHWEST OF A
 FE0097'6-INCH BLAZED HICKORY TREE, 9 FEET NORTHWEST OF A 6-INCH BLAZED
 FE0097'HICKORY TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE0097'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FE0097'POST PROJECTING ABOUT 8 INCHES.  NOTE-- STATION IS 48.0 FT S
 FE0097'15 W FROM POWER POLWER PLUS OR MINUS 80.0 S 65 E FROM
 FE0097'CENTERLINE BLACKTOP (OLD HWY 69).  TVA POST AND SIGN SET AT MARKER.
 FE0097
 FE0097                          STATION RECOVERY (1972)
 FE0097
 FE0097'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1423 ***********************************************************************
 FE1423  DESIGNATION -  F 17
 FE1423  PID         -  FE1423
 FE1423  STATE/COUNTY-  TN/SHELBY
 FE1423  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1423
 FE1423                         *CURRENT SURVEY CONTROL
 FE1423  ___________________________________________________________________
 FE1423* NAD 83(1986)-  35 02 40.     (N)    089 55 10.     (W)     SCALED    
 FE1423* NAVD 88     -        92.698  (meters)     304.13   (feet)  ADJUSTED  
 FE1423  ___________________________________________________________________
 FE1423  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1423  DYNAMIC HT  -          92.611 (meters)     303.84  (feet)  COMP
 FE1423  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FE1423
 FE1423  VERT ORDER  -  FIRST     CLASS II
 FE1423
 FE1423.The horizontal coordinates were scaled from a topographic map and have
 FE1423.an estimated accuracy of +/- 6 seconds.
 FE1423
 FE1423.The orthometric height was determined by differential leveling
 FE1423.and adjusted by the National Geodetic Survey in June 1991..
 FE1423
 FE1423.The geoid height was determined by GEOID03.
 FE1423
 FE1423.The dynamic height is computed by dividing the NAVD 88
 FE1423.geopotential number by the normal gravity value computed on the
 FE1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1423.degrees latitude (g = 980.6199 gals.).
 FE1423
 FE1423.The modeled gravity was interpolated from observed gravity values.
 FE1423
 FE1423;                    North         East    Units  Estimated Accuracy
 FE1423;SPC TN       -    86,060.      242,480.      MT  (+/- 180 meters Scaled)
 FE1423
 FE1423                          SUPERSEDED SURVEY CONTROL
 FE1423
 FE1423  NGVD 29 (??/??/??)   92.666  (m)          304.02   (f) ADJUSTED    1 2
 FE1423
 FE1423.Superseded values are not recommended for survey control.
 FE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1423.See file dsdata.txt to determine how the superseded data were derived.
 FE1423
 FE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD337818(NAD 83)
 FE1423_MARKER: DB = BENCH MARK DISK
 FE1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1423_STAMPING: F 17 1934
 FE1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1423+STABILITY: SURFACE MOTION
 FE1423
 FE1423  HISTORY     - Date     Condition        Report By
 FE1423  HISTORY     - 1934     MONUMENTED       CGS
 FE1423  HISTORY     - 1956     GOOD             CGS
 FE1423  HISTORY     - 20021016 MARK NOT FOUND   USACE
 FE1423
 FE1423                          STATION DESCRIPTION
 FE1423
 FE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1423'5.8 MI SE FROM MEMPHIS.
 FE1423'ABOUT 5.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FE1423'RAILWAY FROM THE INTERSECTION OF CASTALIA AND PERSON STREETS AT
 FE1423'MEMPHIS, ABOUT 0.75 MILE SOUTHEAST OF RAILROAD OVERPASS OVER
 FE1423'WINCHESTER ROAD AT OAKVILLE, 31 FEET NORTHEAST OF NORTHEAST RAIL
 FE1423'OF TRACK, 335 FEET NORTHWEST OF CENTER OF CROSSING OF PIGEONROOST
 FE1423'ROAD (NORTH-SOUTH), 73 1/2 FEET SOUTHWEST OF WEST CORNER OF A
 FE1423'SMALL STUCCO HOUSE, 16 FEET SOUTHWEST OF A FENCE LINE, 7 FEET
 FE1423'WEST-NORTHWEST OF MILE POLE 494, ABOUT 3 1/2 FEET BELOW LEVEL OF
 FE1423'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1423
 FE1423                          STATION RECOVERY (2002)
 FE1423
 FE1423'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1423'SUSPECTED DESTROYED. PIDGEON ROOST RD. NOW LONGER EXISTS. MP 494 IS
 FE1423'DIRECTLY UNDER HWY 78 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1256 ***********************************************************************
 FD1256  DESIGNATION -  F 170
 FD1256  PID         -  FD1256
 FD1256  STATE/COUNTY-  TN/PERRY
 FD1256  USGS QUAD   -  POPE (1973)
 FD1256
 FD1256                         *CURRENT SURVEY CONTROL
 FD1256  ___________________________________________________________________
 FD1256* NAD 83(1986)-  35 32 17.     (N)    087 57 01.     (W)     SCALED    
 FD1256* NAVD 88     -       115.906  (meters)     380.27   (feet)  ADJUSTED  
 FD1256  ___________________________________________________________________
 FD1256  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1256  DYNAMIC HT  -         115.800 (meters)     379.92  (feet)  COMP
 FD1256  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FD1256
 FD1256  VERT ORDER  -  FIRST     CLASS II
 FD1256
 FD1256.The horizontal coordinates were scaled from a topographic map and have
 FD1256.an estimated accuracy of +/- 6 seconds.
 FD1256
 FD1256.The orthometric height was determined by differential leveling
 FD1256.and adjusted by the National Geodetic Survey in June 1991..
 FD1256
 FD1256.The geoid height was determined by GEOID03.
 FD1256
 FD1256.The dynamic height is computed by dividing the NAVD 88
 FD1256.geopotential number by the normal gravity value computed on the
 FD1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1256.degrees latitude (g = 980.6199 gals.).
 FD1256
 FD1256.The modeled gravity was interpolated from observed gravity values.
 FD1256
 FD1256;                    North         East    Units  Estimated Accuracy
 FD1256;SPC TN       -   135,430.      423,150.      MT  (+/- 180 meters Scaled)
 FD1256
 FD1256                          SUPERSEDED SURVEY CONTROL
 FD1256
 FD1256  NGVD 29 (??/??/92)  115.914  (m)          380.29   (f) ADJ UNCH    1 2
 FD1256
 FD1256.Superseded values are not recommended for survey control.
 FD1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1256.See file dsdata.txt to determine how the superseded data were derived.
 FD1256
 FD1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE138331(NAD 83)
 FD1256_MARKER: DD = SURVEY DISK
 FD1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1256_SP_SET: CULVERT
 FD1256_STAMPING: F 170 1947
 FD1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1256
 FD1256  HISTORY     - Date     Condition        Report By
 FD1256  HISTORY     - 1947     MONUMENTED       TVA
 FD1256  HISTORY     - 1947     GOOD             NGS
 FD1256
 FD1256                          STATION DESCRIPTION
 FD1256
 FD1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1256'16 MI NE FROM CLIFTON.
 FD1256'ABOUT 14.25 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1256'HOTEL AT CLIFTON, THENCE ABOUT 1.75 MILES NORTHWEST ALONG A GRAVEL
 FD1256'ROAD LEADING TO MOORES GENERAL STORE VIA CEDAR CREEK SCHOOL, ABOUT
 FD1256'0.25 MILE SOUTHEAST OF MOORES STORE, ABOUT 0.25 MILE NORTHWEST OF
 FD1256'THE CEDAR CREEK SCHOOL, ABOUT 0.1 MILE NORTHWEST OF THE PRIMITIVE
 FD1256'BAPTIST CHURCH, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 FD1256'HEAD WALL OF A 36-FOOT TRIPLE CONCRETE CULVERT UNDER THE ROAD,
 FD1256'13 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 FD1256'ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0428 ***********************************************************************
 FE0428  DESIGNATION -  F 171
 FE0428  PID         -  FE0428
 FE0428  STATE/COUNTY-  TN/HARDIN
 FE0428  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0428
 FE0428                         *CURRENT SURVEY CONTROL
 FE0428  ___________________________________________________________________
 FE0428* NAD 83(1986)-  35 13 31.     (N)    088 16 43.     (W)     SCALED    
 FE0428* NAVD 88     -       124.080  (meters)     407.09   (feet)  ADJUSTED  
 FE0428  ___________________________________________________________________
 FE0428  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0428  DYNAMIC HT  -         123.968 (meters)     406.72  (feet)  COMP
 FE0428  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0428
 FE0428  VERT ORDER  -  FIRST     CLASS II
 FE0428
 FE0428.The horizontal coordinates were scaled from a topographic map and have
 FE0428.an estimated accuracy of +/- 6 seconds.
 FE0428
 FE0428.The orthometric height was determined by differential leveling
 FE0428.and adjusted by the National Geodetic Survey in June 1991..
 FE0428
 FE0428.The geoid height was determined by GEOID03.
 FE0428
 FE0428.The dynamic height is computed by dividing the NAVD 88
 FE0428.geopotential number by the normal gravity value computed on the
 FE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0428.degrees latitude (g = 980.6199 gals.).
 FE0428
 FE0428.The modeled gravity was interpolated from observed gravity values.
 FE0428
 FE0428;                    North         East    Units  Estimated Accuracy
 FE0428;SPC TN       -   101,380.      392,580.      MT  (+/- 180 meters Scaled)
 FE0428
 FE0428                          SUPERSEDED SURVEY CONTROL
 FE0428
 FE0428  NGVD 29 (??/??/??)  124.092  (m)          407.13   (f) ADJUSTED    1 2
 FE0428
 FE0428.Superseded values are not recommended for survey control.
 FE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0428.See file dsdata.txt to determine how the superseded data were derived.
 FE0428
 FE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD836987(NAD 83)
 FE0428_MARKER: DB = BENCH MARK DISK
 FE0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0428_SP_SET: BRIDGE
 FE0428_STAMPING: F 171 1947
 FE0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0428
 FE0428  HISTORY     - Date     Condition        Report By
 FE0428  HISTORY     - 1947     MONUMENTED       CGS
 FE0428  HISTORY     - 1949     GOOD             CGS
 FE0428
 FE0428                          STATION DESCRIPTION
 FE0428
 FE0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0428'1.6 MI W FROM SAVANNAH.
 FE0428'1.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0428'SAVANNAH, SET IN THE TOP OF THE NORTH END OF THE SOUTHEAST
 FE0428'CONCRETE WING WALL OF THE FIRST 320-FOOT CONCRETE BRIDGE WEST
 FE0428'OF THE HIGHWAY BRIDGE OVER THE TENNESSEE RIVER, 12 FEET
 FE0428'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE
 FE0428'CONCRETE BRIDGE RAILING AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 FE0428
 FE0428                          STATION RECOVERY (1949)
 FE0428
 FE0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1309 ***********************************************************************
 GC1309  DESIGNATION -  F 172
 GC1309  PID         -  GC1309
 GC1309  STATE/COUNTY-  TN/DAVIDSON
 GC1309  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1309
 GC1309                         *CURRENT SURVEY CONTROL
 GC1309  ___________________________________________________________________
 GC1309* NAD 83(1986)-  36 05 20.     (N)    087 00 18.     (W)     SCALED    
 GC1309* NAVD 88     -       170.895  (meters)     560.68   (feet)  ADJUSTED  
 GC1309  ___________________________________________________________________
 GC1309  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC1309  DYNAMIC HT  -         170.747 (meters)     560.19  (feet)  COMP
 GC1309  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GC1309
 GC1309  VERT ORDER  -  FIRST     CLASS II
 GC1309
 GC1309.The horizontal coordinates were scaled from a topographic map and have
 GC1309.an estimated accuracy of +/- 6 seconds.
 GC1309
 GC1309.The orthometric height was determined by differential leveling
 GC1309.and adjusted by the National Geodetic Survey in June 1991..
 GC1309
 GC1309.The geoid height was determined by GEOID03.
 GC1309
 GC1309.The dynamic height is computed by dividing the NAVD 88
 GC1309.geopotential number by the normal gravity value computed on the
 GC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1309.degrees latitude (g = 980.6199 gals.).
 GC1309
 GC1309.The modeled gravity was interpolated from observed gravity values.
 GC1309
 GC1309;                    North         East    Units  Estimated Accuracy
 GC1309;SPC TN       -   195,240.      509,490.      MT  (+/- 180 meters Scaled)
 GC1309
 GC1309                          SUPERSEDED SURVEY CONTROL
 GC1309
 GC1309  NGVD 29 (??/??/92)  170.916  (m)          560.75   (f) ADJ UNCH    1 2
 GC1309
 GC1309.Superseded values are not recommended for survey control.
 GC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1309.See file dsdata.txt to determine how the superseded data were derived.
 GC1309
 GC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995938(NAD 83)
 GC1309_MARKER: DB = BENCH MARK DISK
 GC1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1309_STAMPING: F 172 1948
 GC1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1309+STABILITY: SURFACE MOTION
 GC1309
 GC1309  HISTORY     - Date     Condition        Report By
 GC1309  HISTORY     - 1948     MONUMENTED       CGS
 GC1309
 GC1309                          STATION DESCRIPTION
 GC1309
 GC1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1309'2.9 MI E FROM PEGRAM.
 GC1309'2.9 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1309'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 0.2 MILE EAST OF MILE
 GC1309'POST 17, OPPOSITE A POINT BETWEEN POLES 16+34 AND 16+35, IN THE
 GC1309'SOUTHEAST ANGLE OF A PRIVATE ROAD CROSSING, 84 FEET SOUTH-SOUTHEAST
 GC1309'AND ACROSS THE TRACK FROM THE WESTERN MOST HOUSE IN A GROUP OF
 GC1309'ABANDONED SECTION HOUSES, 21 FEET SOUTH OF THE SOUTH RAIL, 27
 GC1309'FEET EAST OF THE CENTER LINE OF THE ROAD, 20.5 FEET EAST OF A
 GC1309'GATE POST, 1 FOOT NORTH OF THE FENCE LINE, 1 1/2 FEET EAST OF A
 GC1309'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE CROSSING AND
 GC1309'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1550 ***********************************************************************
 GC1550  DESIGNATION -  F 173
 GC1550  PID         -  GC1550
 GC1550  STATE/COUNTY-  TN/HUMPHREYS
 GC1550  USGS QUAD   -  MC EWEN (1982)
 GC1550
 GC1550                         *CURRENT SURVEY CONTROL
 GC1550  ___________________________________________________________________
 GC1550* NAD 83(1986)-  36 06 43.     (N)    087 41 30.     (W)     SCALED    
 GC1550* NAVD 88     -       203.688  (meters)     668.27   (feet)  ADJUSTED  
 GC1550  ___________________________________________________________________
 GC1550  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1550  DYNAMIC HT  -         203.511 (meters)     667.69  (feet)  COMP
 GC1550  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 GC1550
 GC1550  VERT ORDER  -  FIRST     CLASS II
 GC1550
 GC1550.The horizontal coordinates were scaled from a topographic map and have
 GC1550.an estimated accuracy of +/- 6 seconds.
 GC1550
 GC1550.The orthometric height was determined by differential leveling
 GC1550.and adjusted by the National Geodetic Survey in June 1991..
 GC1550
 GC1550.The geoid height was determined by GEOID03.
 GC1550
 GC1550.The dynamic height is computed by dividing the NAVD 88
 GC1550.geopotential number by the normal gravity value computed on the
 GC1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1550.degrees latitude (g = 980.6199 gals.).
 GC1550
 GC1550.The modeled gravity was interpolated from observed gravity values.
 GC1550
 GC1550;                    North         East    Units  Estimated Accuracy
 GC1550;SPC TN       -   198,650.      447,700.      MT  (+/- 180 meters Scaled)
 GC1550
 GC1550                          SUPERSEDED SURVEY CONTROL
 GC1550
 GC1550  NGVD 29 (??/??/92)  203.705  (m)          668.32   (f) ADJ UNCH    1 2
 GC1550
 GC1550.Superseded values are not recommended for survey control.
 GC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1550.See file dsdata.txt to determine how the superseded data were derived.
 GC1550
 GC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE377965(NAD 83)
 GC1550_MARKER: DB = BENCH MARK DISK
 GC1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1550_SP_SET: CULVERT
 GC1550_STAMPING: F 173 1948
 GC1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1550
 GC1550  HISTORY     - Date     Condition        Report By
 GC1550  HISTORY     - 1948     MONUMENTED       CGS
 GC1550
 GC1550                          STATION DESCRIPTION
 GC1550
 GC1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1550'3.3 MI W FROM MC EWEN.
 GC1550'3.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1550'RAILWAY FROM THE STATION AT MC EWEN, AT POLE 60+12, SET IN THE
 GC1550'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A LARGE
 GC1550'DOUBLE BOX CONCRETE CULVERT OVER A STREAM, ABOUT 20 FEET NORTHEAST
 GC1550'OF THE NORTHEAST RAIL AND ABOUT 10 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0758 ***********************************************************************
 FE0758  DESIGNATION -  F 174
 FE0758  PID         -  FE0758
 FE0758  STATE/COUNTY-  TN/MADISON
 FE0758  USGS QUAD   -  BEECH BLUFF (1981)
 FE0758
 FE0758                         *CURRENT SURVEY CONTROL
 FE0758  ___________________________________________________________________
 FE0758* NAD 83(1986)-  35 30 21.     (N)    088 44 06.     (W)     SCALED    
 FE0758* NAVD 88     -       117.553  (meters)     385.67   (feet)  ADJUSTED  
 FE0758  ___________________________________________________________________
 FE0758  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0758  DYNAMIC HT  -         117.447 (meters)     385.32  (feet)  COMP
 FE0758  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FE0758
 FE0758  VERT ORDER  -  FIRST     CLASS II
 FE0758
 FE0758.The horizontal coordinates were scaled from a topographic map and have
 FE0758.an estimated accuracy of +/- 6 seconds.
 FE0758
 FE0758.The orthometric height was determined by differential leveling
 FE0758.and adjusted by the National Geodetic Survey in June 1991..
 FE0758
 FE0758.The geoid height was determined by GEOID03.
 FE0758
 FE0758.The dynamic height is computed by dividing the NAVD 88
 FE0758.geopotential number by the normal gravity value computed on the
 FE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0758.degrees latitude (g = 980.6199 gals.).
 FE0758
 FE0758.The modeled gravity was interpolated from observed gravity values.
 FE0758
 FE0758;                    North         East    Units  Estimated Accuracy
 FE0758;SPC TN       -   133,560.      351,910.      MT  (+/- 180 meters Scaled)
 FE0758
 FE0758                          SUPERSEDED SURVEY CONTROL
 FE0758
 FE0758  NGVD 29 (??/??/??)  117.579  (m)          385.76   (f) ADJUSTED    1 2
 FE0758
 FE0758.Superseded values are not recommended for survey control.
 FE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0758.See file dsdata.txt to determine how the superseded data were derived.
 FE0758
 FE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE426305(NAD 83)
 FE0758_MARKER: DB = BENCH MARK DISK
 FE0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0758_STAMPING: F 174 1948
 FE0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0758+STABILITY: SURFACE MOTION
 FE0758
 FE0758  HISTORY     - Date     Condition        Report By
 FE0758  HISTORY     - 1948     MONUMENTED       CGS
 FE0758
 FE0758                          STATION DESCRIPTION
 FE0758
 FE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0758'1.3 MI NW FROM PINSON.
 FE0758'ABOUT 1.3 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0758'FROM THE STATION AT PINSON, ABOUT 0.1 MILE NORTHWEST OF MILE
 FE0758'POST 376, BETWEEN TRESTLES NO. 276/13 AND 276/05, AT A FIELD
 FE0758'ROAD CROSSING, 45.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 74
 FE0758'FEET WEST OF THE CENTER OF THE CROSSING, 18 FEET NORTH OF THE
 FE0758'CENTER LINE OF THE FIELD ROAD, 35.5 FEET WEST OF A TELEPHONE POLE,
 FE0758'5 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE
 FE0758'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 FE0758'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0404 ***********************************************************************
 FE0404  DESIGNATION -  F 175
 FE0404  PID         -  FE0404
 FE0404  STATE/COUNTY-  TN/MCNAIRY
 FE0404  USGS QUAD   -  STANTONVILLE (1992)
 FE0404
 FE0404                         *CURRENT SURVEY CONTROL
 FE0404  ___________________________________________________________________
 FE0404* NAD 83(1986)-  35 12 08.     (N)    088 28 53.     (W)     SCALED    
 FE0404* NAVD 88     -       147.879  (meters)     485.17   (feet)  ADJUSTED  
 FE0404  ___________________________________________________________________
 FE0404  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0404  DYNAMIC HT  -         147.744 (meters)     484.72  (feet)  COMP
 FE0404  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE0404
 FE0404  VERT ORDER  -  FIRST     CLASS II
 FE0404
 FE0404.The horizontal coordinates were scaled from a topographic map and have
 FE0404.an estimated accuracy of +/- 6 seconds.
 FE0404
 FE0404.The orthometric height was determined by differential leveling
 FE0404.and adjusted by the National Geodetic Survey in June 1991..
 FE0404
 FE0404.The geoid height was determined by GEOID03.
 FE0404
 FE0404.The dynamic height is computed by dividing the NAVD 88
 FE0404.geopotential number by the normal gravity value computed on the
 FE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0404.degrees latitude (g = 980.6199 gals.).
 FE0404
 FE0404.The modeled gravity was interpolated from observed gravity values.
 FE0404
 FE0404;                    North         East    Units  Estimated Accuracy
 FE0404;SPC TN       -    99,270.      374,060.      MT  (+/- 180 meters Scaled)
 FE0404
 FE0404                          SUPERSEDED SURVEY CONTROL
 FE0404
 FE0404  NGVD 29 (??/??/??)  147.880  (m)          485.17   (f) ADJUSTED    1 2
 FE0404
 FE0404.Superseded values are not recommended for survey control.
 FE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0404.See file dsdata.txt to determine how the superseded data were derived.
 FE0404
 FE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD651964(NAD 83)
 FE0404_MARKER: DB = BENCH MARK DISK
 FE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0404_STAMPING: F 175 1949
 FE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0404+STABILITY: SURFACE MOTION
 FE0404
 FE0404  HISTORY     - Date     Condition        Report By
 FE0404  HISTORY     - 1949     MONUMENTED       CGS
 FE0404  HISTORY     - 1949     GOOD             CGS
 FE0404
 FE0404                          STATION DESCRIPTION
 FE0404
 FE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0404'5.8 MI SW FROM ADAMSVILLE.
 FE0404'5.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0404'AT ADAMSVILLE, ABOUT 0.65 MILE SOUTHWEST OF THE CROSSROADS AT
 FE0404'LAWTON, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20
 FE0404'FEET NORTH OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 FE0404'WALL OF A 24-INCH PIPE CULVERT, 3.5 FEET SOUTHWEST OF A BRANCH
 FE0404'POWER POLE, 91.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE,
 FE0404'18 FEET WEST OF THE CENTER LINE OF A DRIVE NORTH TO HOUSE, 14
 FE0404'FEET EAST OF THE CENTER OF A DITCH LEADING NORTH, 2 FEET
 FE0404'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0404'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 FE0404'NOTE-- A STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0404
 FE0404                          STATION RECOVERY (1949)
 FE0404
 FE0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0840 ***********************************************************************
 FD0840  DESIGNATION -  F 176
 FD0840  PID         -  FD0840
 FD0840  STATE/COUNTY-  TN/LAWRENCE
 FD0840  USGS QUAD   -  SUMMERTOWN (1976)
 FD0840
 FD0840                         *CURRENT SURVEY CONTROL
 FD0840  ___________________________________________________________________
 FD0840* NAD 83(1986)-  35 24 47.     (N)    087 17 56.     (W)     SCALED    
 FD0840* NAVD 88     -       295.938  (meters)     970.92   (feet)  ADJUSTED  
 FD0840  ___________________________________________________________________
 FD0840  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0840  DYNAMIC HT  -         295.663 (meters)     970.02  (feet)  COMP
 FD0840  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0840
 FD0840  VERT ORDER  -  FIRST     CLASS II
 FD0840
 FD0840.The horizontal coordinates were scaled from a topographic map and have
 FD0840.an estimated accuracy of +/- 6 seconds.
 FD0840
 FD0840.The orthometric height was determined by differential leveling
 FD0840.and adjusted by the National Geodetic Survey in June 1991..
 FD0840
 FD0840.The geoid height was determined by GEOID03.
 FD0840
 FD0840.The dynamic height is computed by dividing the NAVD 88
 FD0840.geopotential number by the normal gravity value computed on the
 FD0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0840.degrees latitude (g = 980.6199 gals.).
 FD0840
 FD0840.The modeled gravity was interpolated from observed gravity values.
 FD0840
 FD0840;                    North         East    Units  Estimated Accuracy
 FD0840;SPC TN       -   120,580.      482,030.      MT  (+/- 180 meters Scaled)
 FD0840
 FD0840                          SUPERSEDED SURVEY CONTROL
 FD0840
 FD0840  NGVD 29 (??/??/92)  295.907  (m)          970.82   (f) ADJ UNCH    1 2
 FD0840
 FD0840.Superseded values are not recommended for survey control.
 FD0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0840.See file dsdata.txt to determine how the superseded data were derived.
 FD0840
 FD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE728188(NAD 83)
 FD0840_MARKER: DB = BENCH MARK DISK
 FD0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0840_STAMPING: F 176 1949
 FD0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0840+STABILITY: SURFACE MOTION
 FD0840
 FD0840  HISTORY     - Date     Condition        Report By
 FD0840  HISTORY     - 1949     MONUMENTED       CGS
 FD0840  HISTORY     - 1973     GOOD             TVA
 FD0840  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0840
 FD0840                          STATION DESCRIPTION
 FD0840
 FD0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0840'1.6 MI S FROM SUMMERTOWN.
 FD0840'ABOUT 1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0840'FROM THE STATION AT SUMMERTOWN, AT THE OUTSIDE OF A CURVE WITH
 FD0840'TANGENTS NORTH AND SOUTHEAST AND ABOUT 75 YARDS SOUTH OF THE SOUTH
 FD0840'END OF THE NORTH TANGENT, 58 FEET WEST OF THE WEST RAIL, 32 FEET NORTH
 FD0840'OF THE NORTH POST OF A GATE IN R/W FENCE LINE, 123.5 FEET
 FD0840'NORTHWEST OF THE CENTER OF A PRIVATE WOODS ROAD CROSSING, 50 FEET
 FD0840'SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET EAST OF THE R/W FENCE
 FD0840'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW
 FD0840'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0840'5 INCHES.  NOTE-- STEEL POST AND SURVEY SIGN SET 2 FEET SOUTH.
 FD0840
 FD0840                          STATION RECOVERY (1973)
 FD0840
 FD0840'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0840'RECOVERED IN GOOD CONDITION.
 FD0840
 FD0840                          STATION RECOVERY (1983)
 FD0840
 FD0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0840'NOT RECOVERED, INACCESSIBLE TO LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0269 ***********************************************************************
 GD0269  DESIGNATION -  F 177
 GD0269  PID         -  GD0269
 GD0269  STATE/COUNTY-  TN/WEAKLEY
 GD0269  USGS QUAD   -  MARTIN (1983)
 GD0269
 GD0269                         *CURRENT SURVEY CONTROL
 GD0269  ___________________________________________________________________
 GD0269* NAD 83(1986)-  36 19 36.     (N)    088 48 17.     (W)     SCALED    
 GD0269* NAVD 88     -       145.172  (meters)     476.29   (feet)  ADJUSTED  
 GD0269  ___________________________________________________________________
 GD0269  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0269  DYNAMIC HT  -         145.054 (meters)     475.90  (feet)  COMP
 GD0269  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GD0269
 GD0269  VERT ORDER  -  FIRST     CLASS II
 GD0269
 GD0269.The horizontal coordinates were scaled from a topographic map and have
 GD0269.an estimated accuracy of +/- 6 seconds.
 GD0269
 GD0269.The orthometric height was determined by differential leveling
 GD0269.and adjusted by the National Geodetic Survey in June 1991..
 GD0269
 GD0269.The geoid height was determined by GEOID03.
 GD0269
 GD0269.The dynamic height is computed by dividing the NAVD 88
 GD0269.geopotential number by the normal gravity value computed on the
 GD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0269.degrees latitude (g = 980.6199 gals.).
 GD0269
 GD0269.The modeled gravity was interpolated from observed gravity values.
 GD0269
 GD0269;                    North         East    Units  Estimated Accuracy
 GD0269;SPC TN       -   224,770.      348,200.      MT  (+/- 180 meters Scaled)
 GD0269
 GD0269                          SUPERSEDED SURVEY CONTROL
 GD0269
 GD0269  NGVD 29 (??/??/??)  145.183  (m)          476.32   (f) ADJUSTED    1 2
 GD0269
 GD0269.Superseded values are not recommended for survey control.
 GD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0269.See file dsdata.txt to determine how the superseded data were derived.
 GD0269
 GD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380216(NAD 83)
 GD0269_MARKER: DB = BENCH MARK DISK
 GD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0269_STAMPING: F 177 1949
 GD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0269+STABILITY: SURFACE MOTION
 GD0269
 GD0269  HISTORY     - Date     Condition        Report By
 GD0269  HISTORY     - 1949     MONUMENTED       CGS
 GD0269  HISTORY     - 1967     GOOD             CGS
 GD0269  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0269
 GD0269                          STATION DESCRIPTION
 GD0269
 GD0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0269'2.7 MI E FROM MARTIN.
 GD0269'ABOUT 2.7 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0269'FROM THE OLD UNION STATION AT MARTIN, AT A PUBLIC ROAD CROSSING,
 GD0269'43 FEET EAST AND ACROSS THE ROAD FROM TELEGRAPH POLE 138/10,
 GD0269'26.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 19
 GD0269'FEET EAST OF THE APPOXIMATE CENTER OF A GRAVELED ROAD, 16 FEET
 GD0269'NORTHEAST OF THE EAST END OF A 18-INCH CONCRETE CULVERT, 6.5
 GD0269'FEET NORTH OF A RAILROAD CROSSING SIGN, AND 0.7 OF A FOOT WEST
 GD0269'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 GD0269'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT ABOUT 1 1/2
 GD0269'FEET ABOVE THE LEVEL OF THE TRACK.
 GD0269
 GD0269                          STATION RECOVERY (2002)
 GD0269
 GD0269'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0269'RR GRADE HAS BEEN LEVELED AND IS NOT DISTINGUISHABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0192 ***********************************************************************
 FD0192  DESIGNATION -  F 178
 FD0192  PID         -  FD0192
 FD0192  STATE/COUNTY-  TN/FRANKLIN
 FD0192  USGS QUAD   -  HUNTLAND (1972)
 FD0192
 FD0192                         *CURRENT SURVEY CONTROL
 FD0192  ___________________________________________________________________
 FD0192* NAD 83(1986)-  35 02 50.     (N)    086 17 12.     (W)     SCALED    
 FD0192* NAVD 88     -       282.942  (meters)     928.29   (feet)  ADJUSTED  
 FD0192  ___________________________________________________________________
 FD0192  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FD0192  DYNAMIC HT  -         282.662 (meters)     927.37  (feet)  COMP
 FD0192  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FD0192
 FD0192  VERT ORDER  -  FIRST     CLASS II
 FD0192
 FD0192.The horizontal coordinates were scaled from a topographic map and have
 FD0192.an estimated accuracy of +/- 6 seconds.
 FD0192
 FD0192.The orthometric height was determined by differential leveling
 FD0192.and adjusted by the National Geodetic Survey in June 1991..
 FD0192
 FD0192.The geoid height was determined by GEOID03.
 FD0192
 FD0192.The dynamic height is computed by dividing the NAVD 88
 FD0192.geopotential number by the normal gravity value computed on the
 FD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0192.degrees latitude (g = 980.6199 gals.).
 FD0192
 FD0192.The modeled gravity was interpolated from observed gravity values.
 FD0192
 FD0192;                    North         East    Units  Estimated Accuracy
 FD0192;SPC TN       -    79,250.      573,850.      MT  (+/- 180 meters Scaled)
 FD0192
 FD0192                          SUPERSEDED SURVEY CONTROL
 FD0192
 FD0192  NGVD 29 (??/??/92)  282.902  (m)          928.15   (f) ADJ UNCH    1 2
 FD0192
 FD0192.Superseded values are not recommended for survey control.
 FD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0192.See file dsdata.txt to determine how the superseded data were derived.
 FD0192
 FD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED650785(NAD 83)
 FD0192_MARKER: DB = BENCH MARK DISK
 FD0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0192_STAMPING: F 178 1949
 FD0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0192+STABILITY: SURFACE MOTION
 FD0192
 FD0192  HISTORY     - Date     Condition        Report By
 FD0192  HISTORY     - 1949     MONUMENTED       CGS
 FD0192
 FD0192                          STATION DESCRIPTION
 FD0192
 FD0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0192'1.1 MI SW FROM HUNTLAND.
 FD0192'1.1 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0192'RAILWAY FROM THE STATION AT HUNTLAND, ABOUT 0.1 MILE WEST OF
 FD0192'BRIDGE NO. 16.9 OVER TAYLOR CREEK, AT A HOUSE SOUTH OF THE TRACKS,
 FD0192'153 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 135 FEET
 FD0192'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 112 FEET
 FD0192'WEST-SOUTHWEST AND ACROSS A ROAD PARALLELING TRACK FROM MILE
 FD0192'POST 17, 51 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH RAIL,
 FD0192'16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET WEST
 FD0192'OF THE CENTER OF A FARM GATE IN FENCE LINE, 1 FOOT NORTH OF THE
 FD0192'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL
 FD0192'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0192'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0179 ***********************************************************************
 FD0179  DESIGNATION -  F 179
 FD0179  PID         -  FD0179
 FD0179  STATE/COUNTY-  TN/LINCOLN
 FD0179  USGS QUAD   -  FLINTVILLE (1972)
 FD0179
 FD0179                         *CURRENT SURVEY CONTROL
 FD0179  ___________________________________________________________________
 FD0179* NAD 83(1986)-  35 03 14.     (N)    086 24 32.     (W)     SCALED    
 FD0179* NAVD 88     -       277.397  (meters)     910.09   (feet)  ADJUSTED  
 FD0179  ___________________________________________________________________
 FD0179  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0179  DYNAMIC HT  -         277.128 (meters)     909.21  (feet)  COMP
 FD0179  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 FD0179
 FD0179  VERT ORDER  -  FIRST     CLASS II
 FD0179
 FD0179.The horizontal coordinates were scaled from a topographic map and have
 FD0179.an estimated accuracy of +/- 6 seconds.
 FD0179
 FD0179.The orthometric height was determined by differential leveling
 FD0179.and adjusted by the National Geodetic Survey in June 1991..
 FD0179
 FD0179.The geoid height was determined by GEOID03.
 FD0179
 FD0179.The dynamic height is computed by dividing the NAVD 88
 FD0179.geopotential number by the normal gravity value computed on the
 FD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0179.degrees latitude (g = 980.6199 gals.).
 FD0179
 FD0179.The modeled gravity was interpolated from observed gravity values.
 FD0179
 FD0179;                    North         East    Units  Estimated Accuracy
 FD0179;SPC TN       -    80,030.      562,700.      MT  (+/- 180 meters Scaled)
 FD0179
 FD0179                          SUPERSEDED SURVEY CONTROL
 FD0179
 FD0179  NGVD 29 (??/??/92)  277.361  (m)          909.98   (f) ADJ UNCH    1 2
 FD0179
 FD0179.Superseded values are not recommended for survey control.
 FD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0179.See file dsdata.txt to determine how the superseded data were derived.
 FD0179
 FD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED539791(NAD 83)
 FD0179_MARKER: DB = BENCH MARK DISK
 FD0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0179_STAMPING: F 179 1949
 FD0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0179+STABILITY: SURFACE MOTION
 FD0179
 FD0179  HISTORY     - Date     Condition        Report By
 FD0179  HISTORY     - 1949     MONUMENTED       CGS
 FD0179  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0179
 FD0179                          STATION DESCRIPTION
 FD0179
 FD0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0179'0.8 MI SE FROM FLINTVILLE.
 FD0179'0.85 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0179'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, AT A ROAD CROSSING,
 FD0179'53 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 50 FEET SOUTHWEST
 FD0179'OF THE SOUTHWEST RAIL, 35 1/2 FEET NORTHWEST OF A FENCE CORNER
 FD0179'AT NORTH CORNER OF AN APPLE ORCHARD, 10 FEET SOUTHWEST OF
 FD0179'THE PROLONGED CENTER LINE OF THE ROAD SOUTHEAST PARALLELING
 FD0179'THE TRACK, 1 FOOT NORTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 FD0179'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND
 FD0179'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0179
 FD0179                          STATION RECOVERY (2001)
 FD0179
 FD0179'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0323 ***********************************************************************
 FD0323  DESIGNATION -  F 180
 FD0323  PID         -  FD0323
 FD0323  STATE/COUNTY-  TN/LINCOLN
 FD0323  USGS QUAD   -  PETERSBURG (1980)
 FD0323
 FD0323                         *CURRENT SURVEY CONTROL
 FD0323  ___________________________________________________________________
 FD0323* NAD 83(1986)-  35 18 10.     (N)    086 37 55.     (W)     SCALED    
 FD0323* NAVD 88     -       223.712  (meters)     733.96   (feet)  ADJUSTED  
 FD0323  ___________________________________________________________________
 FD0323  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0323  DYNAMIC HT  -         223.508 (meters)     733.29  (feet)  COMP
 FD0323  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FD0323
 FD0323  VERT ORDER  -  FIRST     CLASS II
 FD0323
 FD0323.The horizontal coordinates were scaled from a topographic map and have
 FD0323.an estimated accuracy of +/- 6 seconds.
 FD0323
 FD0323.The orthometric height was determined by differential leveling
 FD0323.and adjusted by the National Geodetic Survey in June 1991..
 FD0323
 FD0323.The geoid height was determined by GEOID03.
 FD0323
 FD0323.The dynamic height is computed by dividing the NAVD 88
 FD0323.geopotential number by the normal gravity value computed on the
 FD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0323.degrees latitude (g = 980.6199 gals.).
 FD0323
 FD0323.The modeled gravity was interpolated from observed gravity values.
 FD0323
 FD0323;                    North         East    Units  Estimated Accuracy
 FD0323;SPC TN       -   107,750.      542,530.      MT  (+/- 180 meters Scaled)
 FD0323
 FD0323                          SUPERSEDED SURVEY CONTROL
 FD0323
 FD0323  NGVD 29 (??/??/92)  223.692  (m)          733.90   (f) ADJ UNCH    1 2
 FD0323
 FD0323.Superseded values are not recommended for survey control.
 FD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0323.See file dsdata.txt to determine how the superseded data were derived.
 FD0323
 FD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE334066(NAD 83)
 FD0323_MARKER: DB = BENCH MARK DISK
 FD0323_SETTING: 66 = SET IN ROCK OUTCROP
 FD0323_SP_SET: SET IN ROCK OUTCROP
 FD0323_STAMPING: F 180 1949
 FD0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0323+STABILITY: POSITION/ELEVATION WELL
 FD0323
 FD0323  HISTORY     - Date     Condition        Report By
 FD0323  HISTORY     - 1949     MONUMENTED       CGS
 FD0323
 FD0323                          STATION DESCRIPTION
 FD0323
 FD0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0323'1.1 MI SE FROM PETERSBURG.
 FD0323'1.1 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0323'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0323'SET IN THE TOP OF A LARGE OUTCROPPING OF ROCK, 51 FEET NORTHEAST
 FD0323'OF THE CENTER OF THE CROSSING, 43 FEET SOUTH-SOUTHEAST OF THE
 FD0323'SOUTHEAST END OF THE SOUTHEAST WING WALL OF AN 8-FOOT CONCRETE
 FD0323'BRIDGE UNDER RAILWAY, 55 1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FD0323'CORNER OF A HOUSE, 31.4 FEET EAST OF THE EAST RAIL, 29 FEET
 FD0323'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET BELOW
 FD0323'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0190 ***********************************************************************
 GD0190  DESIGNATION -  F 181
 GD0190  PID         -  GD0190
 GD0190  STATE/COUNTY-  TN/HENRY
 GD0190  USGS QUAD   -  OSAGE (1985)
 GD0190
 GD0190                         *CURRENT SURVEY CONTROL
 GD0190  ___________________________________________________________________
 GD0190* NAD 83(1995)-  36 20 45.69338(N)    088 23 01.16299(W)     ADJUSTED  
 GD0190* NAVD 88     -       172.628  (meters)     566.36   (feet)  ADJUSTED  
 GD0190  ___________________________________________________________________
 GD0190  X           -     145,080.224 (meters)                     COMP
 GD0190  Y           -  -5,141,406.317 (meters)                     COMP
 GD0190  Z           -   3,759,271.710 (meters)                     COMP
 GD0190  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GD0190  ELLIP HEIGHT-         144.29  (meters)          (02/20/01) GPS OBS
 GD0190  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0190  DYNAMIC HT  -         172.486 (meters)     565.90  (feet)  COMP
 GD0190  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GD0190
 GD0190  HORZ ORDER  -  FIRST
 GD0190  VERT ORDER  -  FIRST     CLASS II
 GD0190  ELLP ORDER  -  SECOND    CLASS I
 GD0190
 GD0190.This mark is at Henry County Airport (PHT)
 GD0190
 GD0190.The horizontal coordinates were established by GPS observations
 GD0190.and adjusted by the National Geodetic Survey in February 2001..
 GD0190
 GD0190.The orthometric height was determined by differential leveling
 GD0190.and adjusted by the National Geodetic Survey in June 1991..
 GD0190
 GD0190.Photographs are available for this station.
 GD0190
 GD0190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0190
 GD0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0190
 GD0190.The ellipsoidal height was determined by GPS observations
 GD0190.and is referenced to NAD 83.
 GD0190
 GD0190.The geoid height was determined by GEOID03.
 GD0190
 GD0190.The dynamic height is computed by dividing the NAVD 88
 GD0190.geopotential number by the normal gravity value computed on the
 GD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0190.degrees latitude (g = 980.6199 gals.).
 GD0190
 GD0190.The modeled gravity was interpolated from observed gravity values.
 GD0190
 GD0190;                    North         East     Units Scale Factor Converg.
 GD0190;SPC TN       -   225,915.623   386,047.228   MT  0.99998823   -1 23 43.8
 GD0190;SPC TN       -   741,191.51  1,266,556.61   sFT  0.99998823   -1 23 43.8
 GD0190;UTM  16      - 4,023,217.526   375,837.773   MT  0.99978994   -0 49 12.5
 GD0190
 GD0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0190!SPC TN       -   0.99997736  x   0.99998823  =   0.99996559
 GD0190!UTM  16      -   0.99997736  x   0.99978994  =   0.99976730
 GD0190
 GD0190                          SUPERSEDED SURVEY CONTROL
 GD0190
 GD0190  NAVD 88 (02/20/01)  172.63   (m)          566.4    (f) LEVELING    3  
 GD0190  NGVD 29 (??/??/??)  172.668  (m)          566.49   (f) ADJUSTED    1 2
 GD0190
 GD0190.Superseded values are not recommended for survey control.
 GD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0190.See file dsdata.txt to determine how the superseded data were derived.
 GD0190
 GD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7583823218(NAD 83)
 GD0190_MARKER: DB = BENCH MARK DISK
 GD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0190_STAMPING: F 181 1949
 GD0190_MARK LOGO: NONE  
 GD0190_PROJECTION: PROJECTING 2 CENTIMETERS
 GD0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0190+STABILITY: SURFACE MOTION
 GD0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0190+SATELLITE: SATELLITE OBSERVATIONS - 1999
 GD0190
 GD0190  HISTORY     - Date     Condition        Report By
 GD0190  HISTORY     - 1949     MONUMENTED       CGS
 GD0190  HISTORY     - 1968     GOOD             CGS
 GD0190  HISTORY     - 1999     GOOD             LOWE
 GD0190
 GD0190                          STATION DESCRIPTION
 GD0190
 GD0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0190'5 MI NW FROM PARIS.
 GD0190'THE MARK IS ABOUT 4.95 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0190'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0190'PARIS AT THE NORTHWEST CORNER OF THE HENRY COUNTY AIRPORT.  IT
 GD0190'IS 135 FEET NORTH-NORTHWEST OF BENCH MARK G 181 1949, 69 FEET
 GD0190'SOUTH AND ACROSS STATE ROUTE 69 FROM A 24-INCH PINE OAK TREE, 50
 GD0190'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED T ROAD LEFT,
 GD0190'39.5 FEET SOUTHEAST OF GUYED POWERLINE POLE NO. 62, 39 FEET
 GD0190'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, AND
 GD0190'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0190'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD0190'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED F 181
 GD0190'1949.
 GD0190
 GD0190                          STATION RECOVERY (1999)
 GD0190
 GD0190'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0190'RECOVERED 1999
 GD0190'RECOVERED IN GOOD CONDITION.
 GD0190' 
 GD0190'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1393 ***********************************************************************
 GC1393  DESIGNATION -  F 182
 GC1393  PID         -  GC1393
 GC1393  STATE/COUNTY-  TN/MONTGOMERY
 GC1393  USGS QUAD   -  EXCELL (1983)
 GC1393
 GC1393                         *CURRENT SURVEY CONTROL
 GC1393  ___________________________________________________________________
 GC1393* NAD 83(1986)-  36 24 57.     (N)    087 16 49.     (W)     SCALED    
 GC1393* NAVD 88     -       124.006  (meters)     406.84   (feet)  ADJUSTED  
 GC1393  ___________________________________________________________________
 GC1393  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC1393  DYNAMIC HT  -         123.902 (meters)     406.50  (feet)  COMP
 GC1393  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GC1393
 GC1393  VERT ORDER  -  FIRST     CLASS II
 GC1393
 GC1393.The horizontal coordinates were scaled from a topographic map and have
 GC1393.an estimated accuracy of +/- 6 seconds.
 GC1393
 GC1393.The orthometric height was determined by differential leveling
 GC1393.and adjusted by the National Geodetic Survey in June 1991..
 GC1393
 GC1393.The geoid height was determined by GEOID03.
 GC1393
 GC1393.The dynamic height is computed by dividing the NAVD 88
 GC1393.geopotential number by the normal gravity value computed on the
 GC1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1393.degrees latitude (g = 980.6199 gals.).
 GC1393
 GC1393.The modeled gravity was interpolated from observed gravity values.
 GC1393
 GC1393;                    North         East    Units  Estimated Accuracy
 GC1393;SPC TN       -   231,810.      485,180.      MT  (+/- 180 meters Scaled)
 GC1393
 GC1393                          SUPERSEDED SURVEY CONTROL
 GC1393
 GC1393  NGVD 29 (??/??/92)  124.067  (m)          407.04   (f) ADJ UNCH    1 2
 GC1393
 GC1393.Superseded values are not recommended for survey control.
 GC1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1393.See file dsdata.txt to determine how the superseded data were derived.
 GC1393
 GC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF748301(NAD 83)
 GC1393_MARKER: DB = BENCH MARK DISK
 GC1393_SETTING: 66 = SET IN ROCK OUTCROP
 GC1393_SP_SET: ROCK LEDGE
 GC1393_STAMPING: F 182 1949
 GC1393_MARK LOGO: CGS   
 GC1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1393+STABILITY: POSITION/ELEVATION WELL
 GC1393
 GC1393  HISTORY     - Date     Condition        Report By
 GC1393  HISTORY     - 1949     MONUMENTED       CGS
 GC1393  HISTORY     - 1984     GOOD             NGS
 GC1393
 GC1393                          STATION DESCRIPTION
 GC1393
 GC1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1393'10.4 MI SE FROM CLARKSVILLE.
 GC1393'10.4 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1393'STATION AT CLARKSVILLE, ABOUT 0.2 MILE SOUTHEAST OF THE STATION
 GC1393'SIGN HICKORY POINT, 92 FEET NORTHWEST OF THE NORTH CORNER OF
 GC1393'TRESTLE NO. H 45-48, 24 FEET NORTHEAST OF THE NORTHEAST RAIL, 6.5
 GC1393'FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST AND
 GC1393'UPHILL, 16 FEET WEST OF A SPRING, 13 FEET NORTHWEST OF A 20-INCH
 GC1393'BEECH TREE, 26-5 FEET SOUTHEAST OF AN 18-INCH BEECH TREE, SET IN
 GC1393'THE TOP OF A ROCK AT NORTHEAST EDGE OF THE SMALL ROAD LEADING
 GC1393'NORTHWEST AND 1 1/2 FEET ABOVE THE TRACK.
 GC1393
 GC1393                          STATION RECOVERY (1984)
 GC1393
 GC1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1393'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1118 ***********************************************************************
 GC1118  CBN         -  This is a Cooperative Base Network Control Station.
 GC1118  DESIGNATION -  F 183
 GC1118  PID         -  GC1118
 GC1118  STATE/COUNTY-  TN/MONTGOMERY
 GC1118  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1118
 GC1118                         *CURRENT SURVEY CONTROL
 GC1118  ___________________________________________________________________
 GC1118* NAD 83(1995)-  36 37 18.22659(N)    087 25 13.35810(W)     ADJUSTED  
 GC1118* NAVD 88     -       162.980  (meters)     534.71   (feet)  ADJUSTED  
 GC1118  ___________________________________________________________________
 GC1118  X           -     230,675.828 (meters)                     COMP
 GC1118  Y           -  -5,120,058.657 (meters)                     COMP
 GC1118  Z           -   3,783,864.239 (meters)                     COMP
 GC1118  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC1118  ELLIP HEIGHT-         133.31  (meters)          (08/03/04) GPS OBS
 GC1118  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1118  DYNAMIC HT  -         162.845 (meters)     534.27  (feet)  COMP
 GC1118  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GC1118
 GC1118  HORZ ORDER  -  A
 GC1118  VERT ORDER  -  FIRST     CLASS II
 GC1118  ELLP ORDER  -  FOURTH    CLASS I
 GC1118
 GC1118.This mark is at Outlaw Field Airport (CKV)
 GC1118
 GC1118.The horizontal coordinates were established by GPS observations
 GC1118.and adjusted by the National Geodetic Survey in August 2004..
 GC1118
 GC1118.The orthometric height was determined by differential leveling
 GC1118.and adjusted by the National Geodetic Survey in June 1991..
 GC1118
 GC1118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1118
 GC1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1118
 GC1118.The ellipsoidal height was determined by GPS observations
 GC1118.and is referenced to NAD 83.
 GC1118
 GC1118.The geoid height was determined by GEOID03.
 GC1118
 GC1118.The dynamic height is computed by dividing the NAVD 88
 GC1118.geopotential number by the normal gravity value computed on the
 GC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1118.degrees latitude (g = 980.6199 gals.).
 GC1118
 GC1118.The modeled gravity was interpolated from observed gravity values.
 GC1118
 GC1118;                    North         East     Units Scale Factor Converg.
 GC1118;SPC TN       -   254,826.695   472,945.337   MT  1.00004280   -0 49 53.6
 GC1118;SPC TN       -   836,043.92  1,551,654.83   sFT  1.00004280   -0 49 53.6
 GC1118;SPC KY1Z     - 1,033,346.521 1,350,570.355   MT  1.00014238   -1 01 32.0
 GC1118;SPC KY1Z     - 3,390,237.71  4,430,996.24   sFT  1.00014238   -1 01 32.0
 GC1118;SPC KY S     -   533,325.433   350,588.128   MT  1.00002213   -1 00 46.9
 GC1118;SPC KY S     - 1,749,751.86  1,150,221.22   sFT  1.00002213   -1 00 46.9
 GC1118;UTM  16      - 4,052,993.202   462,411.920   MT  0.99961741   -0 15 02.8
 GC1118
 GC1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1118!SPC TN       -   0.99997908  x   1.00004280  =   1.00002188
 GC1118!SPC KY1Z     -   0.99997908  x   1.00014238  =   1.00012146
 GC1118!SPC KY S     -   0.99997908  x   1.00002213  =   1.00000121
 GC1118!UTM  16      -   0.99997908  x   0.99961741  =   0.99959650
 GC1118
 GC1118                          SUPERSEDED SURVEY CONTROL
 GC1118
 GC1118  NAD 83(1995)-  36 37 18.22665(N)    087 25 13.36172(W) AD(       ) 2
 GC1118  NAD 83(1995)-  36 37 18.22688(N)    087 25 13.36238(W) AD(       ) 2
 GC1118  NAD 83(1995)-  36 37 18.23435(N)    087 25 13.36455(W) AD(       ) 2
 GC1118  NAD 83(1986)-  36 37 18.23602(N)    087 25 13.36462(W) AD(       ) 2
 GC1118  NAD 27      -  36 37 18.06800(N)    087 25 13.33200(W) AD(       ) 2
 GC1118  NAVD 88 (08/03/04)  162.98   (m)          534.7    (f) LEVELING    3  
 GC1118  NGVD 29 (??/??/92)  163.038  (m)          534.90   (f) ADJ UNCH    1 2
 GC1118
 GC1118.Superseded values are not recommended for survey control.
 GC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1118.See file dsdata.txt to determine how the superseded data were derived.
 GC1118
 GC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6241252993(NAD 83)
 GC1118_MARKER: DB = BENCH MARK DISK
 GC1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1118_STAMPING: F 183 1949
 GC1118_MARK LOGO: CGS   
 GC1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1118+STABILITY: SURFACE MOTION
 GC1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1118+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 GC1118
 GC1118  HISTORY     - Date     Condition        Report By
 GC1118  HISTORY     - 1949     MONUMENTED       CGS
 GC1118  HISTORY     - 1953     GOOD             CGS
 GC1118  HISTORY     - 1960     GOOD             LOCSUR
 GC1118  HISTORY     - 1968     GOOD             NGS
 GC1118  HISTORY     - 1979     GOOD             LOCSUR
 GC1118  HISTORY     - 20010812 GOOD             TNDT
 GC1118  HISTORY     - 20031010 GOOD             TNDT
 GC1118  HISTORY     - 20051129 GOOD             CAS
 GC1118
 GC1118                          STATION DESCRIPTION
 GC1118
 GC1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1118'11.2 MI N FROM CLARKSVILLE.
 GC1118'11.25 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1118'STATION AT CLARKSVILLE, AT THE ENTRANCE ROAD TO OUTLAW FIELD
 GC1118'AIRPORT, 53 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 19
 GC1118'FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD, 3.5 FEET
 GC1118'NORTHEAST OF THE SOUTHEAST CORNER OF THE LARGE NORTH STONE MASONRY
 GC1118'GATE POST, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE GATE
 GC1118'POST, 87 FEET NORTHWEST OF THE CENTER OF A MONUMENT TO JOHN F.
 GC1118'OUTLAW, ACROSS TRACKS FROM EAST EDGOTEN RAILWAY YARD OFFICE,
 GC1118'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 GC1118'TRACK AND ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1118'4 INCHES.
 GC1118
 GC1118                          STATION RECOVERY (1953)
 GC1118
 GC1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1118'STATION IS LOCATED 7 MILES NORTHWEST OF CLARKSVILLE ON THE GROUNDS OF
 GC1118'THE OUTLAW AIRPORT.  IT IS 22 FEET NORTH OF THE CENTER OF THE
 GC1118'ENTRANCE DRIVE TO THE AIRPORT, 2 FEET NORTH OF A WHITE WITNESS POST
 GC1118'AND 2 FEET EAST OF A LARGE STONE GATE POST.  THE MARK IS A CONCRETE
 GC1118'POST, 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, WITH A STANDARD
 GC1118'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED F
 GC1118'183 1949.
 GC1118'
 GC1118'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OUTLAW AND
 GC1118'THE DISTANCE IS 152.977 METERS (501.89 FEET).
 GC1118
 GC1118                          STATION RECOVERY (1960)
 GC1118
 GC1118'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC1118'STATION RECOVERED.
 GC1118
 GC1118                          STATION RECOVERY (1968)
 GC1118
 GC1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1118'RECOVERED IN GOOD CONDITION.
 GC1118
 GC1118                          STATION RECOVERY (1979)
 GC1118
 GC1118'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GC1118'RECOVERED IN GOOD CONDITION.
 GC1118
 GC1118                          STATION RECOVERY (2001)
 GC1118
 GC1118'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC1118'MASONRY GATEPOST, JOHN F. OUTLAW MONUMENT, AND RAILWAY YARD OFFICE
 GC1118'HAVE ALL BEEN DEMOLISHED.
 GC1118
 GC1118                          STATION RECOVERY (2003)
 GC1118
 GC1118'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC1118'RECOVERED AS DESCRIBED.
 GC1118
 GC1118                          STATION RECOVERY (2005)
 GC1118
 GC1118'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GC1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1119 ***********************************************************************
 FC1119  DESIGNATION -  F 184
 FC1119  PID         -  FC1119
 FC1119  STATE/COUNTY-  TN/HAMILTON
 FC1119  USGS QUAD   -  CHATTANOOGA (1976)
 FC1119
 FC1119                         *CURRENT SURVEY CONTROL
 FC1119  ___________________________________________________________________
 FC1119* NAD 83(1986)-  35 03 00.     (N)    085 16 40.     (W)     SCALED    
 FC1119* NAVD 88     -       203.322  (meters)     667.07   (feet)  ADJUSTED  
 FC1119  ___________________________________________________________________
 FC1119  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1119  DYNAMIC HT  -         203.120 (meters)     666.40  (feet)  COMP
 FC1119  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 FC1119
 FC1119  VERT ORDER  -  FIRST     CLASS II
 FC1119
 FC1119.The horizontal coordinates were scaled from a topographic map and have
 FC1119.an estimated accuracy of +/- 6 seconds.
 FC1119
 FC1119.The orthometric height was determined by differential leveling
 FC1119.and adjusted by the National Geodetic Survey in June 1991..
 FC1119
 FC1119.The geoid height was determined by GEOID03.
 FC1119
 FC1119.The dynamic height is computed by dividing the NAVD 88
 FC1119.geopotential number by the normal gravity value computed on the
 FC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1119.degrees latitude (g = 980.6199 gals.).
 FC1119
 FC1119.The modeled gravity was interpolated from observed gravity values.
 FC1119
 FC1119;                    North         East    Units  Estimated Accuracy
 FC1119;SPC TN       -    79,760.      665,890.      MT  (+/- 180 meters Scaled)
 FC1119
 FC1119                          SUPERSEDED SURVEY CONTROL
 FC1119
 FC1119  NGVD 29 (??/??/92)  203.361  (m)          667.19   (f) ADJ UNCH    1 2
 FC1119
 FC1119.Superseded values are not recommended for survey control.
 FC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1119.See file dsdata.txt to determine how the superseded data were derived.
 FC1119
 FC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD570799(NAD 83)
 FC1119_MARKER: DB = BENCH MARK DISK
 FC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1119_STAMPING: F 184 1950
 FC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1119+STABILITY: SURFACE MOTION
 FC1119
 FC1119  HISTORY     - Date     Condition        Report By
 FC1119  HISTORY     - 1950     MONUMENTED       CGS
 FC1119  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1119  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1119
 FC1119                          STATION DESCRIPTION
 FC1119
 FC1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1119'AT CHATTANOOGA.
 FC1119'AT CHATTANOOGA, ABOUT 0.45 MILE NORTHEAST ALONG THE SOUTHERN
 FC1119'RAILWAY FROM THE EAST THIRD STREET VIADUCT OVER THE RAILWAY YARDS,
 FC1119'NEAR THE NORTHEAST END OF THE RAILWAY YARDS, AT MILE POST 336,
 FC1119'229 FEET SOUTH-SOUTHWEST OF A SWITCH POST TO A SIDE TRACK SOUTH
 FC1119'TO WOOD PRESERVING YARD, 72 1/2 FEET SOUTHEAST AND ACROSS THE
 FC1119'TRACK FROM MILE POST 336, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FC1119'OF THE EXTREME SOUTHEAST TRACK, 6 1/2 FEET EAST OF THE EAST
 FC1119'CORNER OF THE NORTHEAST FOUNDATION BLOCK OF STEEL FRAME SEMAPHORE
 FC1119'BLOCK NO. 336.1, 1 1/2 FEET SOUTH OF A T.V.A. STEEL WITNESS POST,
 FC1119'ABOUT 4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1119'POST PROJECTING 3 INCHES.
 FC1119
 FC1119                          STATION RECOVERY (1972)
 FC1119
 FC1119'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1119'MARK NOT FOUND.
 FC1119
 FC1119                          STATION RECOVERY (1983)
 FC1119
 FC1119'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0290 ***********************************************************************
 FD0290  DESIGNATION -  F 185
 FD0290  PID         -  FD0290
 FD0290  STATE/COUNTY-  TN/MARSHALL
 FD0290  USGS QUAD   -  LEWISBURG (1981)
 FD0290
 FD0290                         *CURRENT SURVEY CONTROL
 FD0290  ___________________________________________________________________
 FD0290* NAD 83(1986)-  35 29 14.     (N)    086 49 51.     (W)     SCALED    
 FD0290* NAVD 88     -       261.339  (meters)     857.41   (feet)  ADJUSTED  
 FD0290  ___________________________________________________________________
 FD0290  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0290  DYNAMIC HT  -         261.105 (meters)     856.64  (feet)  COMP
 FD0290  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FD0290
 FD0290  VERT ORDER  -  FIRST     CLASS II
 FD0290
 FD0290.The horizontal coordinates were scaled from a topographic map and have
 FD0290.an estimated accuracy of +/- 6 seconds.
 FD0290
 FD0290.The orthometric height was determined by differential leveling
 FD0290.and adjusted by the National Geodetic Survey in June 1991..
 FD0290
 FD0290.The geoid height was determined by GEOID03.
 FD0290
 FD0290.The dynamic height is computed by dividing the NAVD 88
 FD0290.geopotential number by the normal gravity value computed on the
 FD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0290.degrees latitude (g = 980.6199 gals.).
 FD0290
 FD0290.The modeled gravity was interpolated from observed gravity values.
 FD0290
 FD0290;                    North         East    Units  Estimated Accuracy
 FD0290;SPC TN       -   128,340.      524,610.      MT  (+/- 180 meters Scaled)
 FD0290
 FD0290                          SUPERSEDED SURVEY CONTROL
 FD0290
 FD0290  NGVD 29 (??/??/92)  261.314  (m)          857.33   (f) ADJ UNCH    1 2
 FD0290
 FD0290.Superseded values are not recommended for survey control.
 FD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0290.See file dsdata.txt to determine how the superseded data were derived.
 FD0290
 FD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE153270(NAD 83)
 FD0290_MARKER: DB = BENCH MARK DISK
 FD0290_SETTING: 66 = SET IN ROCK OUTCROP
 FD0290_SP_SET: ROCK OUTCROP
 FD0290_STAMPING: F 185 1949
 FD0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0290+STABILITY: POSITION/ELEVATION WELL
 FD0290
 FD0290  HISTORY     - Date     Condition        Report By
 FD0290  HISTORY     - 1949     MONUMENTED       CGS
 FD0290
 FD0290                          STATION DESCRIPTION
 FD0290
 FD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0290'3.9 MI NW FROM LEWISBURG.
 FD0290'2.35 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0290'GRAMMAR SCHOOL AT LEWISBURG, THENCE ABOUT 1.55 MILES NORTHWEST
 FD0290'ALONG A GRAVEL ROAD, ON A HILL DECENDING SOUTH AT THE JUNCTION
 FD0290'OF A DIM ROAD EAST, ABOUT 0.15 MILE NORTH OF A WHITE HOUSE
 FD0290'WEST OF ROAD, SET IN THE TOP OF THE NORTH END OF AN OUTCROP
 FD0290'OF ROCK ABOUT 12 BY 6-FEET, 108 FEET NORTH OF THE CENTER OF THE
 FD0290'JUNCTION OF THE DIM ROAD EAST, 25.8 FEET NORTH-NORTHEAST OF
 FD0290'AN IRREGULAR BODIED CEDAR TREE, 24 1/2 FEET EAST OF THE CENTER
 FD0290'LINE OF THE ROAD, 8 1/2 FEET NORTHWEST OF A 6-INCH FORKED
 FD0290'CEDAR TREE, 6 1/2 FEET WEST OF A FENCE LINE AND ABOUT 2 FEET
 FD0290'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0047 ***********************************************************************
 FD0047  DESIGNATION -  F 186
 FD0047  PID         -  FD0047
 FD0047  STATE/COUNTY-  TN/RUTHERFORD
 FD0047  USGS QUAD   -  WALTERHILL (1998)
 FD0047
 FD0047                         *CURRENT SURVEY CONTROL
 FD0047  ___________________________________________________________________
 FD0047* NAD 83(1986)-  35 54 59.     (N)    086 28 16.     (W)     SCALED    
 FD0047* NAVD 88     -       172.658  (meters)     566.46   (feet)  ADJUSTED  
 FD0047  ___________________________________________________________________
 FD0047  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0047  DYNAMIC HT  -         172.509 (meters)     565.97  (feet)  COMP
 FD0047  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FD0047
 FD0047  VERT ORDER  -  FIRST     CLASS II
 FD0047
 FD0047.The horizontal coordinates were scaled from a topographic map and have
 FD0047.an estimated accuracy of +/- 6 seconds.
 FD0047
 FD0047.The orthometric height was determined by differential leveling
 FD0047.and adjusted by the National Geodetic Survey in June 1991..
 FD0047
 FD0047.The geoid height was determined by GEOID03.
 FD0047
 FD0047.The dynamic height is computed by dividing the NAVD 88
 FD0047.geopotential number by the normal gravity value computed on the
 FD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0047.degrees latitude (g = 980.6199 gals.).
 FD0047
 FD0047.The modeled gravity was interpolated from observed gravity values.
 FD0047
 FD0047;                    North         East    Units  Estimated Accuracy
 FD0047;SPC TN       -   175,740.      557,480.      MT  (+/- 180 meters Scaled)
 FD0047
 FD0047                          SUPERSEDED SURVEY CONTROL
 FD0047
 FD0047  NGVD 29 (??/??/92)  172.674  (m)          566.51   (f) ADJ UNCH    1 2
 FD0047
 FD0047.Superseded values are not recommended for survey control.
 FD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0047.See file dsdata.txt to determine how the superseded data were derived.
 FD0047
 FD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE477748(NAD 83)
 FD0047_MARKER: DB = BENCH MARK DISK
 FD0047_SETTING: 66 = SET IN ROCK OUTCROP
 FD0047_SP_SET: ROCK OUTCROP
 FD0047_STAMPING: F 186 1949
 FD0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0047+STABILITY: POSITION/ELEVATION WELL
 FD0047
 FD0047  HISTORY     - Date     Condition        Report By
 FD0047  HISTORY     - 1949     MONUMENTED       CGS
 FD0047  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0047
 FD0047                          STATION DESCRIPTION
 FD0047
 FD0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0047'5.7 MI SE FROM SMYRNA.
 FD0047'5.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0047'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.7 MILE
 FD0047'SOUTH ALONG A GRAVEL ROAD, AT THE SKY HARBOR AIRPORT, SET IN THE
 FD0047'TOP OF AN OUTCROPPING OF ROCK, 80 FEET WEST OF THE SOUTHWEST
 FD0047'CORNER OF THE HANGAR, 69.3 FEET EAST-SOUTHEAST OF THE FLAG POLE,
 FD0047'70 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING,
 FD0047'31.3 FEET SOUTHWEST OF A FENCE LINE AND ABOUT 1/4 FOOT ABOVE
 FD0047'THE GROUND.
 FD0047
 FD0047                          STATION RECOVERY (2001)
 FD0047
 FD0047'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 FD0047'MARK WAS LOCATED AT AN AIRPORT WHICH NO LONGER EXISTS. ALL EVIDENCE OF
 FD0047'AIRFIELD AND ASSOCIATED STRUCTURES HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0411 ***********************************************************************
 GC0411  DESIGNATION -  F 187
 GC0411  PID         -  GC0411
 GC0411  STATE/COUNTY-  TN/DAVIDSON
 GC0411  USGS QUAD   -  ANTIOCH (1983)
 GC0411
 GC0411                         *CURRENT SURVEY CONTROL
 GC0411  ___________________________________________________________________
 GC0411* NAD 83(1986)-  36 03 35.     (N)    086 40 17.     (W)     SCALED    
 GC0411* NAVD 88     -       152.617  (meters)     500.71   (feet)  ADJUSTED  
 GC0411  ___________________________________________________________________
 GC0411  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0411  DYNAMIC HT  -         152.486 (meters)     500.28  (feet)  COMP
 GC0411  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0411
 GC0411  VERT ORDER  -  FIRST     CLASS II
 GC0411
 GC0411.The horizontal coordinates were scaled from a topographic map and have
 GC0411.an estimated accuracy of +/- 6 seconds.
 GC0411
 GC0411.The orthometric height was determined by differential leveling
 GC0411.and adjusted by the National Geodetic Survey in June 1991..
 GC0411
 GC0411.The geoid height was determined by GEOID03.
 GC0411
 GC0411.The dynamic height is computed by dividing the NAVD 88
 GC0411.geopotential number by the normal gravity value computed on the
 GC0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0411.degrees latitude (g = 980.6199 gals.).
 GC0411
 GC0411.The modeled gravity was interpolated from observed gravity values.
 GC0411
 GC0411;                    North         East    Units  Estimated Accuracy
 GC0411;SPC TN       -   191,750.      539,510.      MT  (+/- 180 meters Scaled)
 GC0411
 GC0411                          SUPERSEDED SURVEY CONTROL
 GC0411
 GC0411  NGVD 29 (??/??/92)  152.640  (m)          500.79   (f) ADJ UNCH    1 2
 GC0411
 GC0411.Superseded values are not recommended for survey control.
 GC0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0411.See file dsdata.txt to determine how the superseded data were derived.
 GC0411
 GC0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE295906(NAD 83)
 GC0411_MARKER: DB = BENCH MARK DISK
 GC0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0411_SP_SET: BRIDGE
 GC0411_STAMPING: F 187 1949
 GC0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0411
 GC0411  HISTORY     - Date     Condition        Report By
 GC0411  HISTORY     - 1949     MONUMENTED       CGS
 GC0411  HISTORY     - 1975     GOOD             NGS
 GC0411
 GC0411                          STATION DESCRIPTION
 GC0411
 GC0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0411'AT ANTIOCH.
 GC0411'AT ANTIOCH, AT THE JUNCTION OF A BLACK TOP ROAD SOUTH AND AN
 GC0411'EAST-WEST BLACK TOP ROAD, ON SOUTHWEST SIDE OF THE NASHVILLE,
 GC0411'CHATTANOOGA AND ST. LOUIS RAILWAY TRACK, 147 FEET WEST-SOUTHWEST
 GC0411'OF THE SOUTH CORNER OF THE FLAG STATION, 60 FEET SOUTHWEST OF
 GC0411'THE CENTER OF THE JUNCTION OF THE EAST-WEST ROAD AND ROAD SOUTH,
 GC0411'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A
 GC0411'CONCRETE BRIDGE OVER MILL CREEK ALONG BLACK TOP ROAD SOUTH,
 GC0411'15 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH AND ABOUT 4
 GC0411'FEET BELOW THE ROAD.
 GC0411
 GC0411                          STATION RECOVERY (1975)
 GC0411
 GC0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GC0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0386 ***********************************************************************
 GC0386  DESIGNATION -  F 188
 GC0386  PID         -  GC0386
 GC0386  STATE/COUNTY-  TN/DAVIDSON
 GC0386  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0386
 GC0386                         *CURRENT SURVEY CONTROL
 GC0386  ___________________________________________________________________
 GC0386* NAD 83(1986)-  36 10 51.     (N)    086 48 06.     (W)     SCALED    
 GC0386* NAVD 88     -       147.354  (meters)     483.44   (feet)  ADJUSTED  
 GC0386  ___________________________________________________________________
 GC0386  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0386  DYNAMIC HT  -         147.228 (meters)     483.03  (feet)  COMP
 GC0386  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0386
 GC0386  VERT ORDER  -  FIRST     CLASS II
 GC0386
 GC0386.The horizontal coordinates were scaled from a topographic map and have
 GC0386.an estimated accuracy of +/- 6 seconds.
 GC0386
 GC0386.The orthometric height was determined by differential leveling
 GC0386.and adjusted by the National Geodetic Survey in June 1991..
 GC0386
 GC0386.The geoid height was determined by GEOID03.
 GC0386
 GC0386.The dynamic height is computed by dividing the NAVD 88
 GC0386.geopotential number by the normal gravity value computed on the
 GC0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0386.degrees latitude (g = 980.6199 gals.).
 GC0386
 GC0386.The modeled gravity was interpolated from observed gravity values.
 GC0386
 GC0386;                    North         East    Units  Estimated Accuracy
 GC0386;SPC TN       -   205,280.      527,890.      MT  (+/- 180 meters Scaled)
 GC0386
 GC0386                          SUPERSEDED SURVEY CONTROL
 GC0386
 GC0386  NGVD 29 (??/??/92)  147.382  (m)          483.54   (f) ADJ UNCH    1 2
 GC0386
 GC0386.Superseded values are not recommended for survey control.
 GC0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0386.See file dsdata.txt to determine how the superseded data were derived.
 GC0386
 GC0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF178040(NAD 83)
 GC0386_MARKER: DB = BENCH MARK DISK
 GC0386_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0386+WITH SETTING: PAVEMENT
 GC0386_STAMPING: F 188 1949
 GC0386_MARK LOGO: CGS   
 GC0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0386
 GC0386  HISTORY     - Date     Condition        Report By
 GC0386  HISTORY     - 1949     MONUMENTED       CGS
 GC0386  HISTORY     - 1960     GOOD             NGS
 GC0386  HISTORY     - 1984     GOOD             NGS
 GC0386  HISTORY     - 19870808 GOOD             LOCSUR
 GC0386
 GC0386                          STATION DESCRIPTION
 GC0386
 GC0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0386'AT NASHVILLE.
 GC0386'AT NASHVILLE, AT THE INTERSECTION OF 9TH AVENUE NORTH AND BUCHANAN
 GC0386'STREET, AT THE R.W. JONES SCHOOL, SET VERTICALLY IN THE SOUTH
 GC0386'FOUNDATION OF THE SCHOOL BUILDING, 1 1/2 FEET EAST OF THE SOUTHWEST
 GC0386'CORNER AND ABOUT 1/2 FOOT ABOVE THE GROUND.
 GC0386
 GC0386                          STATION RECOVERY (1960)
 GC0386
 GC0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0386'RECOVERED IN GOOD CONDITION.
 GC0386
 GC0386                          STATION RECOVERY (1984)
 GC0386
 GC0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0386'RECOVERED IN GOOD CONDITION.
 GC0386'THE MARK IS 0.15 M ABOVE GROUND.
 GC0386
 GC0386                          STATION RECOVERY (1987)
 GC0386
 GC0386'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1887 ***********************************************************************
 FB1887  DESIGNATION -  F 189
 FB1887  PID         -  FB1887
 FB1887  STATE/COUNTY-  TN/KNOX
 FB1887  USGS QUAD   -  KNOXVILLE (1978)
 FB1887
 FB1887                         *CURRENT SURVEY CONTROL
 FB1887  ___________________________________________________________________
 FB1887* NAD 83(1986)-  35 58 13.     (N)    083 55 15.     (W)     SCALED    
 FB1887* NAVD 88     -       276.855  (meters)     908.32   (feet)  ADJUSTED  
 FB1887  ___________________________________________________________________
 FB1887  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1887  DYNAMIC HT  -         276.600 (meters)     907.48  (feet)  COMP
 FB1887  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 FB1887
 FB1887  VERT ORDER  -  FIRST     CLASS I
 FB1887
 FB1887.The horizontal coordinates were scaled from a topographic map and have
 FB1887.an estimated accuracy of +/- 6 seconds.
 FB1887
 FB1887.The orthometric height was determined by differential leveling
 FB1887.and adjusted by the National Geodetic Survey in June 1991..
 FB1887
 FB1887.The geoid height was determined by GEOID03.
 FB1887
 FB1887.The dynamic height is computed by dividing the NAVD 88
 FB1887.geopotential number by the normal gravity value computed on the
 FB1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1887.degrees latitude (g = 980.6199 gals.).
 FB1887
 FB1887.The modeled gravity was interpolated from observed gravity values.
 FB1887
 FB1887;                    North         East    Units  Estimated Accuracy
 FB1887;SPC TN       -   183,610.      787,510.      MT  (+/- 180 meters Scaled)
 FB1887
 FB1887                          SUPERSEDED SURVEY CONTROL
 FB1887
 FB1887  NGVD 29 (12/12/91)  276.988  (m)          908.75   (f) ADJUSTED    1 1
 FB1887
 FB1887.Superseded values are not recommended for survey control.
 FB1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1887.See file dsdata.txt to determine how the superseded data were derived.
 FB1887
 FB1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366845(NAD 83)
 FB1887_MARKER: DB = BENCH MARK DISK
 FB1887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1887_SP_SET: PILLAR
 FB1887_STAMPING: F 189 1950
 FB1887_MARK LOGO: CGS   
 FB1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1887
 FB1887  HISTORY     - Date     Condition        Report By
 FB1887  HISTORY     - 1950     MONUMENTED       CGS
 FB1887  HISTORY     - 1968     GOOD             NGS
 FB1887  HISTORY     - 1983     GOOD             NGS
 FB1887  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1887
 FB1887                          STATION DESCRIPTION
 FB1887
 FB1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1887'AT KNOXVILLE.
 FB1887'AT KNOXVILLE, ABOUT 0.1 MILE NORTHEAST OF THE GAY STREET OVERPASS
 FB1887'OVER THE SOUTHERN RAILWAY, AT THE DEPOT AVENUE ENTRANCE TO THE
 FB1887'SOUTHERN RAILWAY PASSENGER STATION, SET VERTICALLY IN THE NORTHWEST
 FB1887'FACE OF A BRICK PILLAR AT THE NORTHEAST EDGE OF THE ENTRANCE TO
 FB1887'THE STATION, (THE BRICK PILLAR IS 4 FEET SQUARE), 1 FOOT NORTHEAST
 FB1887'OF THE WEST CORNER OF THE PILLAR, 2 FEET ABOVE THE CONCRETE WALK
 FB1887'WHICH LEADS FROM DEPOT AVENUE TO THE STATION AND 3 FEET ABOVE THE
 FB1887'LEVEL OF THE AVENUE.
 FB1887
 FB1887                          STATION RECOVERY (1983)
 FB1887
 FB1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1887'RECOVERED IN GOOD CONDITION.
 FB1887
 FB1887                          STATION RECOVERY (2001)
 FB1887
 FB1887'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0053 ***********************************************************************
 FE0053  DESIGNATION -  F 19
 FE0053  PID         -  FE0053
 FE0053  STATE/COUNTY-  TN/CARROLL
 FE0053  USGS QUAD   -  BUENA VISTA (1973)
 FE0053
 FE0053                         *CURRENT SURVEY CONTROL
 FE0053  ___________________________________________________________________
 FE0053* NAD 83(1986)-  35 53 45.     (N)    088 18 47.     (W)     SCALED    
 FE0053* NAVD 88     -       132.300  (meters)     434.05   (feet)  ADJUSTED  
 FE0053  ___________________________________________________________________
 FE0053  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0053  DYNAMIC HT  -         132.185 (meters)     433.68  (feet)  COMP
 FE0053  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 FE0053
 FE0053  VERT ORDER  -  FIRST     CLASS II
 FE0053
 FE0053.The horizontal coordinates were scaled from a topographic map and have
 FE0053.an estimated accuracy of +/- 6 seconds.
 FE0053
 FE0053.The orthometric height was determined by differential leveling
 FE0053.and adjusted by the National Geodetic Survey in June 1991..
 FE0053
 FE0053.The geoid height was determined by GEOID03.
 FE0053
 FE0053.The dynamic height is computed by dividing the NAVD 88
 FE0053.geopotential number by the normal gravity value computed on the
 FE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0053.degrees latitude (g = 980.6199 gals.).
 FE0053
 FE0053.The modeled gravity was interpolated from observed gravity values.
 FE0053
 FE0053;                    North         East    Units  Estimated Accuracy
 FE0053;SPC TN       -   175,830.      391,200.      MT  (+/- 180 meters Scaled)
 FE0053
 FE0053                          SUPERSEDED SURVEY CONTROL
 FE0053
 FE0053  NGVD 29 (??/??/??)  132.321  (m)          434.12   (f) ADJUSTED    1 2
 FE0053
 FE0053.Superseded values are not recommended for survey control.
 FE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0053.See file dsdata.txt to determine how the superseded data were derived.
 FE0053
 FE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE814731(NAD 83)
 FE0053_MARKER: DB = BENCH MARK DISK
 FE0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0053_STAMPING: 434.287 F 19 1934
 FE0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0053+STABILITY: SURFACE MOTION
 FE0053
 FE0053  HISTORY     - Date     Condition        Report By
 FE0053  HISTORY     - 1934     MONUMENTED       CGS
 FE0053  HISTORY     - 1935     GOOD             CGS
 FE0053  HISTORY     - 1973     GOOD             TVA
 FE0053
 FE0053                          STATION DESCRIPTION
 FE0053
 FE0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0053'AT WESTPORT.
 FE0053'AT WESTPORT, CARROLL COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FE0053'ST. LOUIS RAILWAY, 125 FEET NORTH OF THE STATION, 13-1/2 POLES
 FE0053'SOUTH OF MILEPOST 98, OPPOSITE SURVEY STATION 5184+40, AND 40
 FE0053'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 FE0053'STAMPED 434.287 F 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0053'NOTE-- DEPOT REMOVED. 34.8 W OF CENTERLINE OF MAIN TRACK 44.65
 FE0053'N 30 E FROM D.X. GAS SIGN.
 FE0053
 FE0053                          STATION RECOVERY (1973)
 FE0053
 FE0053'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0479 ***********************************************************************
 GB0479  DESIGNATION -  F 190
 GB0479  PID         -  GB0479
 GB0479  STATE/COUNTY-  TN/ANDERSON
 GB0479  USGS QUAD   -  POWELL (1976)
 GB0479
 GB0479                         *CURRENT SURVEY CONTROL
 GB0479  ___________________________________________________________________
 GB0479* NAD 83(1986)-  36 03 20.     (N)    084 07 11.     (W)     SCALED    
 GB0479* NAVD 88     -       306.456  (meters)    1005.43   (feet)  ADJUSTED  
 GB0479  ___________________________________________________________________
 GB0479  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0479  DYNAMIC HT  -         306.175 (meters)    1004.51  (feet)  COMP
 GB0479  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 GB0479
 GB0479  VERT ORDER  -  FIRST     CLASS II
 GB0479
 GB0479.The horizontal coordinates were scaled from a topographic map and have
 GB0479.an estimated accuracy of +/- 6 seconds.
 GB0479
 GB0479.The orthometric height was determined by differential leveling
 GB0479.and adjusted by the National Geodetic Survey in June 1991..
 GB0479
 GB0479.The geoid height was determined by GEOID03.
 GB0479
 GB0479.The dynamic height is computed by dividing the NAVD 88
 GB0479.geopotential number by the normal gravity value computed on the
 GB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0479.degrees latitude (g = 980.6199 gals.).
 GB0479
 GB0479.The modeled gravity was interpolated from observed gravity values.
 GB0479
 GB0479;                    North         East    Units  Estimated Accuracy
 GB0479;SPC TN       -   192,710.      769,400.      MT  (+/- 180 meters Scaled)
 GB0479
 GB0479                          SUPERSEDED SURVEY CONTROL
 GB0479
 GB0479  NGVD 29 (??/??/92)  306.586  (m)         1005.86   (f) ADJ UNCH    1 2
 GB0479
 GB0479.Superseded values are not recommended for survey control.
 GB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0479.See file dsdata.txt to determine how the superseded data were derived.
 GB0479
 GB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE594939(NAD 83)
 GB0479_MARKER: DB = BENCH MARK DISK
 GB0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0479_STAMPING: F 190 1950
 GB0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0479+STABILITY: SURFACE MOTION
 GB0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0479+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 GB0479
 GB0479  HISTORY     - Date     Condition        Report By
 GB0479  HISTORY     - 1950     MONUMENTED       CGS
 GB0479  HISTORY     - 1967     GOOD             NGS
 GB0479  HISTORY     - 1973     GOOD             LOCSUR
 GB0479  HISTORY     - 20020330 GOOD             INDIV
 GB0479
 GB0479                          STATION DESCRIPTION
 GB0479
 GB0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0479'4 MI SE FROM CLINTON.
 GB0479'ABOUT 3.3 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0479'STATION AT CLINTON, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK
 GB0479'TOP ROAD, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 25W,
 GB0479'ALSO MAY BE REACHED BY GOING ABOUT 3.5 MILES SOUTHEAST ALONG U.S.
 GB0479'HIGHWAY 25W FROM THE COUNTY COURT HOUSE AT CLINTON, ON THE
 GB0479'NORTH SLOPE OF A LONG HILL, NEAR A ONE STORY WHITE FRAME HOUSE,
 GB0479'83 1/2 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF
 GB0479'THE HIGHWAY, 34.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GB0479'NORTH WING OF THE HOUSE, 40 FEET SOUTH OF THE WEST ONE OF TWO
 GB0479'HIGHWAY RIGHT-OF-WAY POSTS, ABOUT LEVEL WITH THE HIGHWAY AND SET
 GB0479'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 GB0479'OF THE GROUND.
 GB0479
 GB0479                          STATION RECOVERY (1973)
 GB0479
 GB0479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0479'RECOVERED IN GOOD CONDITION.
 GB0479
 GB0479                          STATION RECOVERY (2002)
 GB0479
 GB0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (NDF)
 GB0479'RECOVERED BY REGISTERED LAND SURVEYOR. MORE SPECIFIC COORDINATES LAT
 GB0479'36 03 21.3621 (N) LONG 84 07 11.8441 (W) +/- 1 FOOT. COORDINATES ARE
 GB0479'FOR LOCATIONAL PURPOSES ONLY. DETERMINED BY GPS OBSERVATIONS ON SAME
 GB0479'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0847 ***********************************************************************
 GB0847  DESIGNATION -  F 191
 GB0847  PID         -  GB0847
 GB0847  STATE/COUNTY-  TN/MORGAN
 GB0847  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0847
 GB0847                         *CURRENT SURVEY CONTROL
 GB0847  ___________________________________________________________________
 GB0847* NAD 83(1986)-  36 01 37.     (N)    084 34 41.     (W)     SCALED    
 GB0847* NAVD 88     -       250.810  (meters)     822.87   (feet)  ADJUSTED  
 GB0847  ___________________________________________________________________
 GB0847  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB0847  DYNAMIC HT  -         250.584 (meters)     822.12  (feet)  COMP
 GB0847  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 GB0847
 GB0847  VERT ORDER  -  FIRST     CLASS I
 GB0847
 GB0847.The horizontal coordinates were scaled from a topographic map and have
 GB0847.an estimated accuracy of +/- 6 seconds.
 GB0847
 GB0847.The orthometric height was determined by differential leveling
 GB0847.and adjusted by the National Geodetic Survey in June 1991..
 GB0847
 GB0847.The geoid height was determined by GEOID03.
 GB0847
 GB0847.The dynamic height is computed by dividing the NAVD 88
 GB0847.geopotential number by the normal gravity value computed on the
 GB0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0847.degrees latitude (g = 980.6199 gals.).
 GB0847
 GB0847.The modeled gravity was interpolated from observed gravity values.
 GB0847
 GB0847;                    North         East    Units  Estimated Accuracy
 GB0847;SPC TN       -   188,840.      728,150.      MT  (+/- 180 meters Scaled)
 GB0847
 GB0847                          SUPERSEDED SURVEY CONTROL
 GB0847
 GB0847  NGVD 29 (??/??/92)  250.925  (m)          823.24   (f) ADJ UNCH    1 1
 GB0847
 GB0847.Superseded values are not recommended for survey control.
 GB0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0847.See file dsdata.txt to determine how the superseded data were derived.
 GB0847
 GB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE182896(NAD 83)
 GB0847_MARKER: DB = BENCH MARK DISK
 GB0847_SETTING: 66 = SET IN ROCK OUTCROP
 GB0847_SP_SET: ROCK OUTCROP
 GB0847_STAMPING: F 191 1950
 GB0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0847+STABILITY: POSITION/ELEVATION WELL
 GB0847
 GB0847  HISTORY     - Date     Condition        Report By
 GB0847  HISTORY     - 1950     MONUMENTED       CGS
 GB0847  HISTORY     - 1968     GOOD             NGS
 GB0847
 GB0847                          STATION DESCRIPTION
 GB0847
 GB0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0847'3 MI N FROM OAKDALE.
 GB0847'ABOUT 3.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0847'AT OAKDALE, 0.25 MILE SOUTHEAST OF MILEPOST 251, 138 YARDS
 GB0847'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 GB0847'ROAD, 96 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE
 GB0847'TOP OF A ROCK OUTCROP WHICH PROJECTS 5 FEET ON THE SOUTHWEST SIDE,
 GB0847'54 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 115 FEET NORTH
 GB0847'OF A TELEPHONE POLE WHICH BEARS AN ELECTRIC METER, 64 FEET EAST
 GB0847'OF THE EAST CORNER OF A METAL BUILDING, 28 FEET SOUTH OF A 25-INCH
 GB0847'OAK TREE, 4.2 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 3 FEET
 GB0847'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1065 ***********************************************************************
 FC1065  DESIGNATION -  F 192
 FC1065  PID         -  FC1065
 FC1065  STATE/COUNTY-  TN/RHEA
 FC1065  USGS QUAD   -  GRAYSVILLE (1990)
 FC1065
 FC1065                         *CURRENT SURVEY CONTROL
 FC1065  ___________________________________________________________________
 FC1065* NAD 83(1986)-  35 27 42.     (N)    085 02 49.     (W)     SCALED    
 FC1065* NAVD 88     -       243.138  (meters)     797.70   (feet)  ADJUSTED  
 FC1065  ___________________________________________________________________
 FC1065  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1065  DYNAMIC HT  -         242.904 (meters)     796.93  (feet)  COMP
 FC1065  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 FC1065
 FC1065  VERT ORDER  -  FIRST     CLASS II
 FC1065
 FC1065.The horizontal coordinates were scaled from a topographic map and have
 FC1065.an estimated accuracy of +/- 6 seconds.
 FC1065
 FC1065.The orthometric height was determined by differential leveling
 FC1065.and adjusted by the National Geodetic Survey in June 1991..
 FC1065
 FC1065.The geoid height was determined by GEOID03.
 FC1065
 FC1065.The dynamic height is computed by dividing the NAVD 88
 FC1065.geopotential number by the normal gravity value computed on the
 FC1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1065.degrees latitude (g = 980.6199 gals.).
 FC1065
 FC1065.The modeled gravity was interpolated from observed gravity values.
 FC1065
 FC1065;                    North         East    Units  Estimated Accuracy
 FC1065;SPC TN       -   125,610.      686,510.      MT  (+/- 180 meters Scaled)
 FC1065
 FC1065                          SUPERSEDED SURVEY CONTROL
 FC1065
 FC1065  NGVD 29 (??/??/92)  243.202  (m)          797.91   (f) ADJ UNCH    1 2
 FC1065
 FC1065.Superseded values are not recommended for survey control.
 FC1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1065.See file dsdata.txt to determine how the superseded data were derived.
 FC1065
 FC1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE772259(NAD 83)
 FC1065_MARKER: DB = BENCH MARK DISK
 FC1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1065_STAMPING: F 192 1950
 FC1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1065+STABILITY: SURFACE MOTION
 FC1065
 FC1065  HISTORY     - Date     Condition        Report By
 FC1065  HISTORY     - 1950     MONUMENTED       CGS
 FC1065  HISTORY     - 1972     GOOD             TVA
 FC1065
 FC1065                          STATION DESCRIPTION
 FC1065
 FC1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1065'2.4 MI NE FROM GRAYSVILLE.
 FC1065'ABOUT 2.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1065'STATION AT GRAYSVILLE, ABOUT 2.9 MILES SOUTHWEST OF THE STATION
 FC1065'AT DAYTON, AT A ROAD CROSSING, 47 FEET NORTHWEST OF THE NORTHWEST
 FC1065'RAIL, 79 FEET NORTH OF THE NORTHWEST END OF A RAILWAY CULVERT,
 FC1065'30 FEET EAST OF A 12-INCH CEDAR TREE, 89 FEET WEST OF THE CENTER
 FC1065'OF THE CROSSING, 40 FEET WEST OF THE CROSSING SIGN, 5.5 FEET
 FC1065'SOUTHWEST OF AN END POST IN FENCE LINE, 1 FOOT SOUTHEAST OF THE
 FC1065'FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC1065'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1065'POST PROJECTING 4 INCHES.
 FC1065
 FC1065                          STATION RECOVERY (1972)
 FC1065
 FC1065'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0770 ***********************************************************************
 FC0770  DESIGNATION -  F 193
 FC0770  PID         -  FC0770
 FC0770  STATE/COUNTY-  TN/MEIGS
 FC0770  USGS QUAD   -  TRANQUILLITY (1990)
 FC0770
 FC0770                         *CURRENT SURVEY CONTROL
 FC0770  ___________________________________________________________________
 FC0770* NAD 83(1986)-  35 37 10.     (N)    084 42 55.     (W)     SCALED    
 FC0770* NAVD 88     -       238.086  (meters)     781.12   (feet)  ADJUSTED  
 FC0770  ___________________________________________________________________
 FC0770  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0770  DYNAMIC HT  -         237.859 (meters)     780.38  (feet)  COMP
 FC0770  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 FC0770
 FC0770  VERT ORDER  -  FIRST     CLASS II
 FC0770
 FC0770.The horizontal coordinates were scaled from a topographic map and have
 FC0770.an estimated accuracy of +/- 6 seconds.
 FC0770
 FC0770.The orthometric height was determined by differential leveling
 FC0770.and adjusted by the National Geodetic Survey in June 1991..
 FC0770
 FC0770.The geoid height was determined by GEOID03.
 FC0770
 FC0770.The dynamic height is computed by dividing the NAVD 88
 FC0770.geopotential number by the normal gravity value computed on the
 FC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0770.degrees latitude (g = 980.6199 gals.).
 FC0770
 FC0770.The modeled gravity was interpolated from observed gravity values.
 FC0770
 FC0770;                    North         East    Units  Estimated Accuracy
 FC0770;SPC TN       -   143,460.      716,380.      MT  (+/- 180 meters Scaled)
 FC0770
 FC0770                          SUPERSEDED SURVEY CONTROL
 FC0770
 FC0770  NGVD 29 (??/??/92)  238.168  (m)          781.39   (f) ADJ UNCH    1 2
 FC0770
 FC0770.Superseded values are not recommended for survey control.
 FC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0770.See file dsdata.txt to determine how the superseded data were derived.
 FC0770
 FC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE069441(NAD 83)
 FC0770_MARKER: DB = BENCH MARK DISK
 FC0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0770_STAMPING: F 193 1950
 FC0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0770+STABILITY: SURFACE MOTION
 FC0770
 FC0770  HISTORY     - Date     Condition        Report By
 FC0770  HISTORY     - 1950     MONUMENTED       CGS
 FC0770
 FC0770                          STATION DESCRIPTION
 FC0770
 FC0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0770'2.3 MI E FROM PEAKLAND.
 FC0770'2.3 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0770'PEAKLAND, ABOUT 0.5 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 58,
 FC0770'AT A BREAK IN GRADE, 29.5 FEET SOUTH OF THE CENTER LINE OF THE
 FC0770'HIGHWAY, 10 FEET SOUTH OF A POWER POLE WITH BRANCH LINE TO A
 FC0770'HOUSE, 16 FEET SOUTH OF THE SOUTHWEST END OF A 24-INCH SKEW PIPE
 FC0770'CULVERT, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FC0770'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0770'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0661 ***********************************************************************
 FC0661  DESIGNATION -  F 194
 FC0661  PID         -  FC0661
 FC0661  STATE/COUNTY-  TN/ROANE
 FC0661  USGS QUAD   -  ROCKWOOD (1980)
 FC0661
 FC0661                         *CURRENT SURVEY CONTROL
 FC0661  ___________________________________________________________________
 FC0661* NAD 83(1986)-  35 48 55.     (N)    084 43 56.     (W)     SCALED    
 FC0661* NAVD 88     -       244.004  (meters)     800.54   (feet)  ADJUSTED  
 FC0661  ___________________________________________________________________
 FC0661  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0661  DYNAMIC HT  -         243.774 (meters)     799.78  (feet)  COMP
 FC0661  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 FC0661
 FC0661  VERT ORDER  -  FIRST     CLASS II
 FC0661
 FC0661.The horizontal coordinates were scaled from a topographic map and have
 FC0661.an estimated accuracy of +/- 6 seconds.
 FC0661
 FC0661.The orthometric height was determined by differential leveling
 FC0661.and adjusted by the National Geodetic Survey in June 1991..
 FC0661
 FC0661.The geoid height was determined by GEOID03.
 FC0661
 FC0661.The dynamic height is computed by dividing the NAVD 88
 FC0661.geopotential number by the normal gravity value computed on the
 FC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0661.degrees latitude (g = 980.6199 gals.).
 FC0661
 FC0661.The modeled gravity was interpolated from observed gravity values.
 FC0661
 FC0661;                    North         East    Units  Estimated Accuracy
 FC0661;SPC TN       -   165,160.      714,560.      MT  (+/- 180 meters Scaled)
 FC0661
 FC0661                          SUPERSEDED SURVEY CONTROL
 FC0661
 FC0661  NGVD 29 (??/??/92)  244.098  (m)          800.84   (f) ADJ UNCH    1 2
 FC0661
 FC0661.Superseded values are not recommended for survey control.
 FC0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0661.See file dsdata.txt to determine how the superseded data were derived.
 FC0661
 FC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE048658(NAD 83)
 FC0661_MARKER: DB = BENCH MARK DISK
 FC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0661_STAMPING: F 194 1950
 FC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0661+STABILITY: SURFACE MOTION
 FC0661
 FC0661  HISTORY     - Date     Condition        Report By
 FC0661  HISTORY     - 1950     MONUMENTED       CGS
 FC0661  HISTORY     - 1972     GOOD             TVA
 FC0661
 FC0661                          STATION DESCRIPTION
 FC0661
 FC0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0661'4.4 MI SW FROM ROCKWOOD.
 FC0661'4.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0661'AT ROCKWOOD, ABOUT 0.9 MILE NORTHEAST OF THE STATION SIGN AT
 FC0661'GLEN ALICE, ABOUT 0.25 MILE NORTHEAST OF A BRIDGE OVER BLACK
 FC0661'CREEK, ABOUT 0.1 MILE SOUTHWEST OF MILE POST 272, AT A PRIVATE
 FC0661'FIELD ROAD CROSSING, 47 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FC0661'80.5 FEET NORTH OF THE CENTER OF THE CROSSING, 61 FEET NORTHEAST
 FC0661'OF THE NORTHEAST GATE POST OF GATE ON FIELD ROAD, 1 FOOT
 FC0661'SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL
 FC0661'WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 FC0661'OF A CONCRETE POST PROJECTING 4 INCHES.
 FC0661
 FC0661                          STATION RECOVERY (1972)
 FC0661
 FC0661'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0837 ***********************************************************************
 FC0837  DESIGNATION -  F 196
 FC0837  PID         -  FC0837
 FC0837  STATE/COUNTY-  TN/ROANE
 FC0837  USGS QUAD   -  HARRIMAN (1980)
 FC0837
 FC0837                         *CURRENT SURVEY CONTROL
 FC0837  ___________________________________________________________________
 FC0837* NAD 83(1986)-  35 56 15.     (N)    084 33 26.     (W)     SCALED    
 FC0837* NAVD 88     -       233.082  (meters)     764.70   (feet)  ADJUSTED  
 FC0837  ___________________________________________________________________
 FC0837  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0837  DYNAMIC HT  -         232.869 (meters)     764.00  (feet)  COMP
 FC0837  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FC0837
 FC0837  VERT ORDER  -  FIRST     CLASS I
 FC0837
 FC0837.The horizontal coordinates were scaled from a topographic map and have
 FC0837.an estimated accuracy of +/- 6 seconds.
 FC0837
 FC0837.The orthometric height was determined by differential leveling
 FC0837.and adjusted by the National Geodetic Survey in June 1991..
 FC0837.WARNING-Repeat measurements at this control monument indicate possible
 FC0837.vertical movement.
 FC0837
 FC0837.The geoid height was determined by GEOID03.
 FC0837
 FC0837.The dynamic height is computed by dividing the NAVD 88
 FC0837.geopotential number by the normal gravity value computed on the
 FC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0837.degrees latitude (g = 980.6199 gals.).
 FC0837
 FC0837.The modeled gravity was interpolated from observed gravity values.
 FC0837
 FC0837;                    North         East    Units  Estimated Accuracy
 FC0837;SPC TN       -   178,940.      730,180.      MT  (+/- 180 meters Scaled)
 FC0837
 FC0837                          SUPERSEDED SURVEY CONTROL
 FC0837
 FC0837  NGVD 29 (??/??/92)  233.200  (m)          765.09   (f) ADJ UNCH    1 1
 FC0837
 FC0837.Superseded values are not recommended for survey control.
 FC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0837.See file dsdata.txt to determine how the superseded data were derived.
 FC0837
 FC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE203797(NAD 83)
 FC0837_MARKER: DB = BENCH MARK DISK
 FC0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0837_STAMPING: F 196 1950 765.090
 FC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0837+STABILITY: SURFACE MOTION
 FC0837
 FC0837  HISTORY     - Date     Condition        Report By
 FC0837  HISTORY     - 1950     MONUMENTED       CGS
 FC0837  HISTORY     - 1968     GOOD             NGS
 FC0837  HISTORY     - 1972     GOOD             TVA
 FC0837
 FC0837                          STATION DESCRIPTION
 FC0837
 FC0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0837'0.8 MI W FROM HARRIMAN.
 FC0837'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0837'AT HARRIMAN, THENCE 0.4 MILE NORTHWEST ALONG CARTER STREET, 46
 FC0837'FEET EAST OF THE CENTER OF A CROSSING OF THE STREET AND THE
 FC0837'SOUTHERN RAILWAY, 31 FEET NORTHEAST OF THE CENTERLINE OF THE
 FC0837'STREET, 36 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 58 FEET
 FC0837'NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED CONCRETE BLOCK
 FC0837'BUILDING, 17 1/2 FEET NORTHEAST OF POWER POLE NUMBER 26, 1.3 FEET
 FC0837'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 FC0837'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF
 FC0837'THE GROUND.
 FC0837
 FC0837                          STATION RECOVERY (1972)
 FC0837
 FC0837'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0014 ***********************************************************************
 GB0014  DESIGNATION -  F 198
 GB0014  PID         -  GB0014
 GB0014  STATE/COUNTY-  TN/SCOTT
 GB0014  USGS QUAD   -  WINFIELD (1982)
 GB0014
 GB0014                         *CURRENT SURVEY CONTROL
 GB0014  ___________________________________________________________________
 GB0014* NAD 83(1986)-  36 34 51.     (N)    084 26 29.     (W)     SCALED    
 GB0014* NAVD 88     -       409.253  (meters)    1342.69   (feet)  ADJUSTED  
 GB0014  ___________________________________________________________________
 GB0014  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0014  DYNAMIC HT  -         408.912 (meters)    1341.57  (feet)  COMP
 GB0014  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GB0014
 GB0014  VERT ORDER  -  FIRST     CLASS I
 GB0014
 GB0014.The horizontal coordinates were scaled from a topographic map and have
 GB0014.an estimated accuracy of +/- 6 seconds.
 GB0014
 GB0014.The orthometric height was determined by differential leveling
 GB0014.and adjusted by the National Geodetic Survey in June 1991..
 GB0014
 GB0014.The geoid height was determined by GEOID03.
 GB0014
 GB0014.The dynamic height is computed by dividing the NAVD 88
 GB0014.geopotential number by the normal gravity value computed on the
 GB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0014.degrees latitude (g = 980.6199 gals.).
 GB0014
 GB0014.The modeled gravity was interpolated from observed gravity values.
 GB0014
 GB0014;                    North         East    Units  Estimated Accuracy
 GB0014;SPC TN       -   250,480.      739,490.      MT  (+/- 180 meters Scaled)
 GB0014
 GB0014                          SUPERSEDED SURVEY CONTROL
 GB0014
 GB0014  NGVD 29 (??/??/92)  409.383  (m)         1343.12   (f) ADJ UNCH    1 1
 GB0014
 GB0014.Superseded values are not recommended for survey control.
 GB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0014.See file dsdata.txt to determine how the superseded data were derived.
 GB0014
 GB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF289514(NAD 83)
 GB0014_MARKER: DB = BENCH MARK DISK
 GB0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0014_STAMPING: F 198 1950
 GB0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0014+STABILITY: SURFACE MOTION
 GB0014
 GB0014  HISTORY     - Date     Condition        Report By
 GB0014  HISTORY     - 1950     MONUMENTED       CGS
 GB0014  HISTORY     - 1968     GOOD             NGS
 GB0014
 GB0014                          STATION DESCRIPTION
 GB0014
 GB0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0014'1.8 MI N FROM WINFIELD.
 GB0014'ABOUT 1.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0014'OFFICE AT WINFIELD, 0.1 MILE SOUTH OF A CROSSING OF THE
 GB0014'RAILROAD AND A ROAD, 66 FEET SOUTHEAST OF THE CENTER OF A
 GB0014'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 57 FEET EAST OF THE
 GB0014'EAST RAIL, 25 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD,
 GB0014'41 FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A METAL
 GB0014'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 GB0014'OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0651 ***********************************************************************
 FC0651  DESIGNATION -  F 2
 FC0651  PID         -  FC0651
 FC0651  STATE/COUNTY-  TN/ROANE
 FC0651  USGS QUAD   -  ROCKWOOD (1980)
 FC0651
 FC0651                         *CURRENT SURVEY CONTROL
 FC0651  ___________________________________________________________________
 FC0651* NAD 83(1986)-  35 52 06.     (N)    084 41 16.     (W)     SCALED    
 FC0651* NAVD 88     -       267.680  (meters)     878.21   (feet)  ADJUSTED  
 FC0651  ___________________________________________________________________
 FC0651  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0651  DYNAMIC HT  -         267.431 (meters)     877.40  (feet)  COMP
 FC0651  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FC0651
 FC0651  VERT ORDER  -  FIRST     CLASS II
 FC0651
 FC0651.The horizontal coordinates were scaled from a topographic map and have
 FC0651.an estimated accuracy of +/- 6 seconds.
 FC0651
 FC0651.The orthometric height was determined by differential leveling
 FC0651.and adjusted by the National Geodetic Survey in June 1991..
 FC0651
 FC0651.The geoid height was determined by GEOID03.
 FC0651
 FC0651.The dynamic height is computed by dividing the NAVD 88
 FC0651.geopotential number by the normal gravity value computed on the
 FC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0651.degrees latitude (g = 980.6199 gals.).
 FC0651
 FC0651.The modeled gravity was interpolated from observed gravity values.
 FC0651
 FC0651;                    North         East    Units  Estimated Accuracy
 FC0651;SPC TN       -   171,100.      718,500.      MT  (+/- 180 meters Scaled)
 FC0651
 FC0651                          SUPERSEDED SURVEY CONTROL
 FC0651
 FC0651  NGVD 29 (??/??/92)  267.785  (m)          878.56   (f) ADJ UNCH    1 2
 FC0651
 FC0651.Superseded values are not recommended for survey control.
 FC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0651.See file dsdata.txt to determine how the superseded data were derived.
 FC0651
 FC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087718(NAD 83)
 FC0651_MARKER: B = BOLT
 FC0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0651_SP_SET: SILL
 FC0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0651
 FC0651  HISTORY     - Date     Condition        Report By
 FC0651  HISTORY     - UNK      MONUMENTED       CGS
 FC0651  HISTORY     - 1950     GOOD             NGS
 FC0651  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0651
 FC0651                          STATION DESCRIPTION
 FC0651
 FC0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0651'AT ROCKWOOD.
 FC0651'AT ROCKWOOD, 2 1/2 BLOCKS NORTHWEST ALONG ROCKWOOD AVENUE
 FC0651'FROM ITS CROSSING WITH THE SOUTHERN RAILWAY, 12.2 FEET SOUTHWEST
 FC0651'OF THE SOUTHWEST CURB OF ROCKWOOD AVENUE, 139 FEET NORTHWEST
 FC0651'OF THE NORTHWEST CURB OF CHAMBERLAIN STREET, IN THE TOP OF THE
 FC0651'STONE SILL AT THE SOUTHEAST END OF A LARGE GLASS SHOW WINDOW
 FC0651'OF RED BRICK BUILDING NOW OCCUPIED BY BILBREY FURNITURE STORE
 FC0651'AND OWNED BY THE AMERICAN LEGION, 4.9 FEET NORTHWEST OF THE
 FC0651'CENTER OF THE DOOR LEADING UPSTAIRS TO AMERICAL LEGION CLUB,
 FC0651'1/2 FOOT ABOVE THE SIDE WALK AND SET BETWEEN THE LETTERS AND
 FC0651'G S AND THE FRAME FOR GLASS SHOW WINDOW.  THE LETTERS U.S.C.
 FC0651'ARE NOW COVERED BY THE FRAME OF SHOW WINDOW.
 FC0651
 FC0651                          STATION RECOVERY (1972)
 FC0651
 FC0651'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0769 ***********************************************************************
 FE0769  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0769  DESIGNATION -  F 20
 FE0769  PID         -  FE0769
 FE0769  STATE/COUNTY-  TN/HENDERSON
 FE0769  USGS QUAD   -  LURAY (1983)
 FE0769
 FE0769                         *CURRENT SURVEY CONTROL
 FE0769  ___________________________________________________________________
 FE0769* NAD 83(1995)-  35 35 17.79939(N)    088 31 54.68260(W)     ADJUSTED  
 FE0769* NAVD 88     -       126.63   (meters)     415.5    (feet)  GPS OBS   
 FE0769  ___________________________________________________________________
 FE0769  X           -     133,045.381 (meters)                     COMP
 FE0769  Y           -  -5,191,092.834 (meters)                     COMP
 FE0769  Z           -   3,691,194.731 (meters)                     COMP
 FE0769  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FE0769  ELLIP HEIGHT-          98.50  (meters)          (04/05/04) GPS OBS
 FE0769  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0769  DYNAMIC HT  -         126.51  (meters)     415.1   (feet)  COMP
 FE0769  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 FE0769
 FE0769  HORZ ORDER  -  FIRST
 FE0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FE0769  ELLP ORDER  -  FOURTH    CLASS I
 FE0769
 FE0769.The horizontal coordinates were established by GPS observations
 FE0769.and adjusted by the National Geodetic Survey in April 2004..
 FE0769
 FE0769.The orthometric height was determined by GPS observations and a
 FE0769.high-resolution geoid model using precise GPS observation and
 FE0769.processing techniques. It supersedes the leveled height previously
 FE0769.determined for this station.
 FE0769.WARNING-GPS observations at this control monument resulted in a GPS
 FE0769.derived orthometric height which differed from the leveled height by
 FE0769.more than one decimeter (0.1 meter).
 FE0769.The vertical order pertains to the first NAVD 88 superseded value.
 FE0769
 FE0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0769
 FE0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0769
 FE0769.The ellipsoidal height was determined by GPS observations
 FE0769.and is referenced to NAD 83.
 FE0769
 FE0769.The geoid height was determined by GEOID03.
 FE0769
 FE0769.The dynamic height is computed by dividing the NAVD 88
 FE0769.geopotential number by the normal gravity value computed on the
 FE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0769.degrees latitude (g = 980.6199 gals.).
 FE0769
 FE0769.The modeled gravity was interpolated from observed gravity values.
 FE0769
 FE0769;                    North         East     Units Scale Factor Converg.
 FE0769;SPC TN       -   142,202.772   370,573.159   MT  0.99995755   -1 28 56.1
 FE0769;SPC TN       -   466,543.59  1,215,788.77   sFT  0.99995755   -1 28 56.1
 FE0769;UTM  16      - 3,939,363.806   361,217.992   MT  0.99983735   -0 53 29.8
 FE0769
 FE0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0769!SPC TN       -   0.99998454  x   0.99995755  =   0.99994209
 FE0769!UTM  16      -   0.99998454  x   0.99983735  =   0.99982189
 FE0769
 FE0769                          SUPERSEDED SURVEY CONTROL
 FE0769
 FE0769  NAVD 88 (06/15/91)  126.415  (m)          414.75   (f) ADJUSTED    2 0
 FE0769  NGVD 29 (??/??/??)  126.441  (m)          414.83   (f) ADJUSTED    2 0
 FE0769
 FE0769.Superseded values are not recommended for survey control.
 FE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0769.See file dsdata.txt to determine how the superseded data were derived.
 FE0769
 FE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6121839364(NAD 83)
 FE0769_MARKER: DB = BENCH MARK DISK
 FE0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0769_STAMPING: 414.940 F 20 1934
 FE0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0769+STABILITY: SURFACE MOTION
 FE0769
 FE0769  HISTORY     - Date     Condition        Report By
 FE0769  HISTORY     - 1934     MONUMENTED       CGS
 FE0769  HISTORY     - 1936     GOOD             CGS
 FE0769  HISTORY     - 20020603 POOR             USACE
 FE0769
 FE0769                          STATION DESCRIPTION
 FE0769
 FE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FE0769'AT HURON.
 FE0769'AT HURON, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FE0769'ST. LOUIS RAILWAY, 55 FEET EAST OF THE STATION, 15 FEET EAST OF
 FE0769'POLE 127+25, AND 50 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 FE0769'STAMPED 414.960 F 20 1934 AND SET IN THE TOP OF A CONCRETE
 FE0769'POST.
 FE0769
 FE0769                          STATION RECOVERY (2002)
 FE0769
 FE0769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0769'MARK DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0152 ***********************************************************************
 GB0152  DESIGNATION -  F 201
 GB0152  PID         -  GB0152
 GB0152  STATE/COUNTY-  TN/SCOTT
 GB0152  USGS QUAD   -  WINFIELD (1982)
 GB0152
 GB0152                         *CURRENT SURVEY CONTROL
 GB0152  ___________________________________________________________________
 GB0152* NAD 83(1986)-  36 34 18.     (N)    084 23 37.     (W)     SCALED    
 GB0152* NAVD 88     -       444.197  (meters)    1457.34   (feet)  ADJUSTED  
 GB0152  ___________________________________________________________________
 GB0152  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0152  DYNAMIC HT  -         443.829 (meters)    1456.13  (feet)  COMP
 GB0152  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GB0152
 GB0152  VERT ORDER  -  SECOND    CLASS 0
 GB0152
 GB0152.The horizontal coordinates were scaled from a topographic map and have
 GB0152.an estimated accuracy of +/- 6 seconds.
 GB0152
 GB0152.The orthometric height was determined by differential leveling
 GB0152.and adjusted by the National Geodetic Survey in June 1991..
 GB0152
 GB0152.The geoid height was determined by GEOID03.
 GB0152
 GB0152.The dynamic height is computed by dividing the NAVD 88
 GB0152.geopotential number by the normal gravity value computed on the
 GB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0152.degrees latitude (g = 980.6199 gals.).
 GB0152
 GB0152.The modeled gravity was interpolated from observed gravity values.
 GB0152
 GB0152;                    North         East    Units  Estimated Accuracy
 GB0152;SPC TN       -   249,530.      743,780.      MT  (+/- 180 meters Scaled)
 GB0152
 GB0152                          SUPERSEDED SURVEY CONTROL
 GB0152
 GB0152  NGVD 29 (??/??/92)  444.334  (m)         1457.79   (f) ADJ UNCH    2 0
 GB0152
 GB0152.Superseded values are not recommended for survey control.
 GB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0152.See file dsdata.txt to determine how the superseded data were derived.
 GB0152
 GB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF332505(NAD 83)
 GB0152_MARKER: DB = BENCH MARK DISK
 GB0152_SETTING: 66 = SET IN ROCK OUTCROP
 GB0152_SP_SET: ROCK OUTCROP
 GB0152_STAMPING: F 201 1951 1457.786
 GB0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0152+STABILITY: POSITION/ELEVATION WELL
 GB0152
 GB0152  HISTORY     - Date     Condition        Report By
 GB0152  HISTORY     - 1951     MONUMENTED       CGS
 GB0152  HISTORY     - 1957     GOOD             NGS
 GB0152
 GB0152                          STATION DESCRIPTION
 GB0152
 GB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0152'1.5 MI E FROM PLEASANT GROVE.
 GB0152'1.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE BAPTIST CHURCH
 GB0152'AND SCHOOL AT PLEASANT GROVE, ON THE SOUTHWEST SLOPE OF A LONG
 GB0152'CROOKED GRADE, SET IN THE TOP OF A SLOPING OUTCROP OF ROCK THAT
 GB0152'IS ON THE EAST SIDE OF THE CENTER ONE OF THREE SMALL RAVINES,
 GB0152'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GB0152'SOUTHWEST, 63 FEET NORTH OF THE CENTER LINE OF BLACK TOP ROAD,
 GB0152'6 INCHES NORTH OF THE SOUTH EDGE OF THE TOP LAYER OF ROCK AND
 GB0152'ABOUT 4 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0140 ***********************************************************************
 GB0140  DESIGNATION -  F 202
 GB0140  PID         -  GB0140
 GB0140  STATE/COUNTY-  TN/CAMPBELL
 GB0140  USGS QUAD   -  JELLICO WEST (1979)
 GB0140
 GB0140                         *CURRENT SURVEY CONTROL
 GB0140  ___________________________________________________________________
 GB0140* NAD 83(1986)-  36 35 12.     (N)    084 07 57.     (W)     SCALED    
 GB0140* NAVD 88     -       292.591  (meters)     959.94   (feet)  ADJUSTED  
 GB0140  ___________________________________________________________________
 GB0140  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0140  DYNAMIC HT  -         292.337 (meters)     959.11  (feet)  COMP
 GB0140  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GB0140
 GB0140  VERT ORDER  -  SECOND    CLASS 0
 GB0140
 GB0140.The horizontal coordinates were scaled from a topographic map and have
 GB0140.an estimated accuracy of +/- 6 seconds.
 GB0140
 GB0140.The orthometric height was determined by differential leveling
 GB0140.and adjusted by the National Geodetic Survey in June 1991..
 GB0140
 GB0140.The geoid height was determined by GEOID03.
 GB0140
 GB0140.The dynamic height is computed by dividing the NAVD 88
 GB0140.geopotential number by the normal gravity value computed on the
 GB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0140.degrees latitude (g = 980.6199 gals.).
 GB0140
 GB0140.The modeled gravity was interpolated from observed gravity values.
 GB0140
 GB0140;                    North         East    Units  Estimated Accuracy
 GB0140;SPC TN       -   251,610.      767,120.      MT  (+/- 180 meters Scaled)
 GB0140
 GB0140                          SUPERSEDED SURVEY CONTROL
 GB0140
 GB0140  NGVD 29 (??/??/92)  292.736  (m)          960.42   (f) ADJ UNCH    2 0
 GB0140
 GB0140.Superseded values are not recommended for survey control.
 GB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0140.See file dsdata.txt to determine how the superseded data were derived.
 GB0140
 GB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF565528(NAD 83)
 GB0140_MARKER: DB = BENCH MARK DISK
 GB0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0140_SP_SET: BUILDING
 GB0140_STAMPING: F 202 1951 960.418
 GB0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0140
 GB0140  HISTORY     - Date     Condition        Report By
 GB0140  HISTORY     - 1951     MONUMENTED       CGS
 GB0140  HISTORY     - 1958     GOOD             NGS
 GB0140
 GB0140                          STATION DESCRIPTION
 GB0140
 GB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0140'AT JELLICO.
 GB0140'AT JELLICO, ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GB0140'FROM THE STATION, ABOUT 0.1 MILE SOUTHWEST OF MILE POST 65,
 GB0140'SET VERTICALLY IN THE SOUTHWEST FACE AT THE SOUTH CORNER OF THE
 GB0140'STANDARD OIL COMPANY OFFICE BUILDING, 48 FEET NORTHWEST OF THE
 GB0140'NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK, 3 1/2 FEET NORTHWEST
 GB0140'OF THE SOUTH CORNER OF THE BUILDING AND ABOUT 1 1/2 FEET ABOVE
 GB0140'THE GROUND.
 GB0140
 GB0140                          STATION RECOVERY (1958)
 GB0140
 GB0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1091 ***********************************************************************
 GB1091  DESIGNATION -  F 203
 GB1091  PID         -  GB1091
 GB1091  STATE/COUNTY-  TN/PICKETT
 GB1091  USGS QUAD   -  SHARP PLACE (1981)
 GB1091
 GB1091                         *CURRENT SURVEY CONTROL
 GB1091  ___________________________________________________________________
 GB1091* NAD 83(1986)-  36 35 21.     (N)    084 48 30.     (W)     SCALED    
 GB1091* NAVD 88     -       510.415  (meters)    1674.59   (feet)  ADJUSTED  
 GB1091  ___________________________________________________________________
 GB1091  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB1091  DYNAMIC HT  -         509.989 (meters)    1673.19  (feet)  COMP
 GB1091  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GB1091
 GB1091  VERT ORDER  -  SECOND    CLASS 0
 GB1091
 GB1091.The horizontal coordinates were scaled from a topographic map and have
 GB1091.an estimated accuracy of +/- 6 seconds.
 GB1091
 GB1091.The orthometric height was determined by differential leveling
 GB1091.and adjusted by the National Geodetic Survey in June 1991..
 GB1091
 GB1091.The geoid height was determined by GEOID03.
 GB1091
 GB1091.The dynamic height is computed by dividing the NAVD 88
 GB1091.geopotential number by the normal gravity value computed on the
 GB1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1091.degrees latitude (g = 980.6199 gals.).
 GB1091
 GB1091.The modeled gravity was interpolated from observed gravity values.
 GB1091
 GB1091;                    North         East    Units  Estimated Accuracy
 GB1091;SPC TN       -   250,940.      706,640.      MT  (+/- 180 meters Scaled)
 GB1091
 GB1091                          SUPERSEDED SURVEY CONTROL
 GB1091
 GB1091  NGVD 29 (??/??/92)  510.548  (m)         1675.02   (f) ADJ UNCH    2 0
 GB1091
 GB1091.Superseded values are not recommended for survey control.
 GB1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1091.See file dsdata.txt to determine how the superseded data were derived.
 GB1091
 GB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF960515(NAD 83)
 GB1091_MARKER: DB = BENCH MARK DISK
 GB1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1091_STAMPING: F 203 1951 1675.023
 GB1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1091+STABILITY: SURFACE MOTION
 GB1091
 GB1091  HISTORY     - Date     Condition        Report By
 GB1091  HISTORY     - 1951     MONUMENTED       CGS
 GB1091  HISTORY     - 1958     GOOD             NGS
 GB1091
 GB1091                          STATION DESCRIPTION
 GB1091
 GB1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1091'14.2 MI N FROM EAST JAMESTOWN.
 GB1091'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1091'AT EAST JAMESTOWN, THENCE ABOUT 8.05 MILES NORTHWEST AND
 GB1091'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.4 MILE SOUTHWEST OF
 GB1091'JUNCTION OF A GRAVEL ROAD SOUTHEAST TO PICKETT STATE PARK AND
 GB1091'FOREST, AT THE TOP OF A GRADE, 27 FEET NORTH OF CENTER LINE
 GB1091'OF ROAD, 46 FEET NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR
 GB1091'BLAZED 15-INCH OAK TREE, 52 FEET NORTHWEST AND ACROSS ROAD FROM
 GB1091'A TRIANGULAR BLAZED 18-INCH PINE TREE, 1 1/2 FEET SOUTHWEST OF
 GB1091'A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE ROAD AND
 GB1091'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB1091
 GB1091                          STATION RECOVERY (1958)
 GB1091
 GB1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1562 ***********************************************************************
 GB1562  DESIGNATION -  F 204
 GB1562  PID         -  GB1562
 GB1562  STATE/COUNTY-  TN/CLAY
 GB1562  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1562
 GB1562                         *CURRENT SURVEY CONTROL
 GB1562  ___________________________________________________________________
 GB1562* NAD 83(1986)-  36 36 24.     (N)    085 25 21.     (W)     SCALED    
 GB1562* NAVD 88     -       313.893  (meters)    1029.83   (feet)  ADJUSTED  
 GB1562  ___________________________________________________________________
 GB1562  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB1562  DYNAMIC HT  -         313.622 (meters)    1028.94  (feet)  COMP
 GB1562  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1562
 GB1562  VERT ORDER  -  SECOND    CLASS 0
 GB1562
 GB1562.The horizontal coordinates were scaled from a topographic map and have
 GB1562.an estimated accuracy of +/- 6 seconds.
 GB1562
 GB1562.The orthometric height was determined by differential leveling
 GB1562.and adjusted by the National Geodetic Survey in June 1991..
 GB1562
 GB1562.The geoid height was determined by GEOID03.
 GB1562
 GB1562.The dynamic height is computed by dividing the NAVD 88
 GB1562.geopotential number by the normal gravity value computed on the
 GB1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1562.degrees latitude (g = 980.6199 gals.).
 GB1562
 GB1562.The modeled gravity was interpolated from observed gravity values.
 GB1562
 GB1562;                    North         East    Units  Estimated Accuracy
 GB1562;SPC TN       -   252,390.      651,670.      MT  (+/- 180 meters Scaled)
 GB1562
 GB1562                          SUPERSEDED SURVEY CONTROL
 GB1562
 GB1562  NGVD 29 (??/??/92)  314.003  (m)         1030.19   (f) ADJ UNCH    2 0
 GB1562
 GB1562.Superseded values are not recommended for survey control.
 GB1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1562.See file dsdata.txt to determine how the superseded data were derived.
 GB1562
 GB1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF410523(NAD 83)
 GB1562_MARKER: DB = BENCH MARK DISK
 GB1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1562_STAMPING: F 204 1951
 GB1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1562+STABILITY: SURFACE MOTION
 GB1562
 GB1562  HISTORY     - Date     Condition        Report By
 GB1562  HISTORY     - 1951     MONUMENTED       CGS
 GB1562  HISTORY     - 1966     GOOD             NGS
 GB1562
 GB1562                          STATION DESCRIPTION
 GB1562
 GB1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1562'AT THOMPSONS STORE.
 GB1562'AT THOMPSONS STORE, ALONG STATE HIGHWAY 53, AT THE CROSSROADS,
 GB1562'ABOUT 1.1 MILES SOUTHWEST OF THE KENTUCKY-TENNESSEE STATE LINE,
 GB1562'30 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 48 FEET NORTH OF
 GB1562'CENTER OF JUNCTION OF A ROAD SOUTHEAST, 27 FEET SOUTHWEST
 GB1562'OF CENTER LINE OF GRAVEL ROAD NORTHWEST, 99 FEET NORTHWEST AND
 GB1562'ACROSS HIGHWAY FROM THE NORTH CORNER OF A TWO STORE FRAME HOUSE
 GB1562'AND ABOUT IN LINE WITH EXTENDED NORTHEAST FACE, 10 FEET NORTHEAST
 GB1562'OF NORTHEAST END OF CONCRETE PORCH OF J.S. THOMPSON GENERAL STORE,
 GB1562'1 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GB1562'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 GB1562'OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1562
 GB1562                          STATION RECOVERY (1966)
 GB1562
 GB1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0146 ***********************************************************************
 FE0146  DESIGNATION -  F 21
 FE0146  PID         -  FE0146
 FE0146  STATE/COUNTY-  TN/DECATUR
 FE0146  USGS QUAD   -  SCOTTS HILL (1986)
 FE0146
 FE0146                         *CURRENT SURVEY CONTROL
 FE0146  ___________________________________________________________________
 FE0146* NAD 83(1986)-  35 33 27.     (N)    088 07 51.     (W)     SCALED    
 FE0146* NAVD 88     -       154.105  (meters)     505.59   (feet)  POSTED    
 FE0146  ___________________________________________________________________
 FE0146  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0146  DYNAMIC HT  -         153.970 (meters)     505.15  (feet)  COMP
 FE0146  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FE0146
 FE0146  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0146
 FE0146.The horizontal coordinates were scaled from a topographic map and have
 FE0146.an estimated accuracy of +/- 6 seconds.
 FE0146
 FE0146.The orthometric height was determined by differential leveling
 FE0146.and adjusted by the National Geodetic Survey in 1992..
 FE0146.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0146.rate of 2.1 thru 3.0 mm/km.
 FE0146
 FE0146.The geoid height was determined by GEOID03.
 FE0146
 FE0146.The dynamic height is computed by dividing the NAVD 88
 FE0146.geopotential number by the normal gravity value computed on the
 FE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0146.degrees latitude (g = 980.6199 gals.).
 FE0146
 FE0146.The modeled gravity was interpolated from observed gravity values.
 FE0146
 FE0146;                    North         East    Units  Estimated Accuracy
 FE0146;SPC TN       -   137,920.      406,830.      MT  (+/- 180 meters Scaled)
 FE0146
 FE0146                          SUPERSEDED SURVEY CONTROL
 FE0146
 FE0146  NGVD 29 (??/??/??)  154.113  (m)          505.62   (f) ADJUSTED    2 0
 FE0146
 FE0146.Superseded values are not recommended for survey control.
 FE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0146.See file dsdata.txt to determine how the superseded data were derived.
 FE0146
 FE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE975354(NAD 83)
 FE0146_MARKER: DB = BENCH MARK DISK
 FE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0146_STAMPING: 505.740 F 21 1934
 FE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0146+STABILITY: SURFACE MOTION
 FE0146
 FE0146  HISTORY     - Date     Condition        Report By
 FE0146  HISTORY     - 1934     MONUMENTED       CGS
 FE0146  HISTORY     - 1935     GOOD             CGS
 FE0146
 FE0146                          STATION DESCRIPTION
 FE0146
 FE0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0146'2.2 MI S FROM DECATURVILLE.
 FE0146'2.2 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE, DECATUR
 FE0146'COUNTY, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 FE0146'HOUSE BELONGING IN 1934 TO J.F. DEEDS, 40 FEET WEST AND 8 FEET
 FE0146'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 36 FEET NORTH OF THE
 FE0146'SOUTHWEST CORNER OF THE YARD, AND 8 INCHES OUTSIDE THE FENCE.
 FE0146'A STANDARD DISK, STAMPED 505.740 F 21 1934 AND SET IN THE TOP OF
 FE0146'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1244 ***********************************************************************
 FE1244  DESIGNATION -  F 212
 FE1244  PID         -  FE1244
 FE1244  STATE/COUNTY-  TN/SHELBY
 FE1244  USGS QUAD   -  ELLENDALE (1993)
 FE1244
 FE1244                         *CURRENT SURVEY CONTROL
 FE1244  ___________________________________________________________________
 FE1244* NAD 83(1986)-  35 12 16.     (N)    089 48 09.     (W)     SCALED    
 FE1244* NAVD 88     -        90.892  (meters)     298.20   (feet)  ADJUSTED  
 FE1244  ___________________________________________________________________
 FE1244  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1244  DYNAMIC HT  -          90.810 (meters)     297.93  (feet)  COMP
 FE1244  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FE1244
 FE1244  VERT ORDER  -  SECOND    CLASS 0
 FE1244
 FE1244.The horizontal coordinates were scaled from a topographic map and have
 FE1244.an estimated accuracy of +/- 6 seconds.
 FE1244
 FE1244.The orthometric height was determined by differential leveling
 FE1244.and adjusted by the National Geodetic Survey in June 1991..
 FE1244
 FE1244.The geoid height was determined by GEOID03.
 FE1244
 FE1244.The dynamic height is computed by dividing the NAVD 88
 FE1244.geopotential number by the normal gravity value computed on the
 FE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1244.degrees latitude (g = 980.6199 gals.).
 FE1244
 FE1244.The modeled gravity was interpolated from observed gravity values.
 FE1244
 FE1244;                    North         East    Units  Estimated Accuracy
 FE1244;SPC TN       -   103,380.      253,830.      MT  (+/- 180 meters Scaled)
 FE1244
 FE1244                          SUPERSEDED SURVEY CONTROL
 FE1244
 FE1244  NGVD 29 (??/??/??)   90.879  (m)          298.16   (f) ADJUSTED    2 0
 FE1244
 FE1244.Superseded values are not recommended for survey control.
 FE1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1244.See file dsdata.txt to determine how the superseded data were derived.
 FE1244
 FE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD448993(NAD 83)
 FE1244_MARKER: DB = BENCH MARK DISK
 FE1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1244_SP_SET: CULVERT
 FE1244_STAMPING: F212 1958
 FE1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1244
 FE1244  HISTORY     - Date     Condition        Report By
 FE1244  HISTORY     - 1958     MONUMENTED       CGS
 FE1244  HISTORY     - 1959     GOOD             CGS
 FE1244  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1244  HISTORY     - 19941010 MARK NOT FOUND   TN1620
 FE1244
 FE1244                          STATION DESCRIPTION
 FE1244
 FE1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1244'3.9 MI E FROM BARTLETT.
 FE1244'THE MARK IS LOCATED 3.9 MILES EAST ALONG STAGE ROAD AND HIGHWAY
 FE1244'64 FROM THE RAILROAD CROSSING IN BARTLETT, CEMENTED IN A DRILL
 FE1244'HOLE IN A CONCRETE CULVERT, 28 FEET SOUTHWEST OF THE CENTER OF
 FE1244'A T-JUNCTION OF HIGHWAY 64 AND KATE BOND ROAD, 17 FEET SOUTH OF
 FE1244'THE CENTER OF HIGHWAY 64, 12 FEET NORTH OF A POWERLINE POLE.
 FE1244
 FE1244                          STATION RECOVERY (1992)
 FE1244
 FE1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1244'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1244
 FE1244                          STATION RECOVERY (1994)
 FE1244
 FE1244'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1294 ***********************************************************************
 FE1294  DESIGNATION -  F 213
 FE1294  PID         -  FE1294
 FE1294  STATE/COUNTY-  TN/FAYETTE
 FE1294  USGS QUAD   -  GALLAWAY (1981)
 FE1294
 FE1294                         *CURRENT SURVEY CONTROL
 FE1294  ___________________________________________________________________
 FE1294* NAD 83(1986)-  35 19 14.     (N)    089 37 01.     (W)     SCALED    
 FE1294* NAVD 88     -        85.534  (meters)     280.62   (feet)  ADJUSTED  
 FE1294  ___________________________________________________________________
 FE1294  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1294  DYNAMIC HT  -          85.457 (meters)     280.37  (feet)  COMP
 FE1294  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE1294
 FE1294  VERT ORDER  -  SECOND    CLASS 0
 FE1294
 FE1294.The horizontal coordinates were scaled from a topographic map and have
 FE1294.an estimated accuracy of +/- 6 seconds.
 FE1294
 FE1294.The orthometric height was determined by differential leveling
 FE1294.and adjusted by the National Geodetic Survey in June 1991..
 FE1294
 FE1294.The geoid height was determined by GEOID03.
 FE1294
 FE1294.The dynamic height is computed by dividing the NAVD 88
 FE1294.geopotential number by the normal gravity value computed on the
 FE1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1294.degrees latitude (g = 980.6199 gals.).
 FE1294
 FE1294.The modeled gravity was interpolated from observed gravity values.
 FE1294
 FE1294;                    North         East    Units  Estimated Accuracy
 FE1294;SPC TN       -   115,610.      271,190.      MT  (+/- 180 meters Scaled)
 FE1294
 FE1294                          SUPERSEDED SURVEY CONTROL
 FE1294
 FE1294  NGVD 29 (??/??/??)   85.521  (m)          280.58   (f) ADJUSTED    2 0
 FE1294
 FE1294.Superseded values are not recommended for survey control.
 FE1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1294.See file dsdata.txt to determine how the superseded data were derived.
 FE1294
 FE1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE621117(NAD 83)
 FE1294_MARKER: DB = BENCH MARK DISK
 FE1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1294_STAMPING: F 213 1959
 FE1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1294+STABILITY: SURFACE MOTION
 FE1294
 FE1294  HISTORY     - Date     Condition        Report By
 FE1294  HISTORY     - 1959     MONUMENTED       CGS
 FE1294  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1294
 FE1294                          STATION DESCRIPTION
 FE1294
 FE1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1294'0.2 MI S FROM GALLAWAY.
 FE1294'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1294'AT GALLAWAY, 137 FT EAST OF THE CENTER OF A PAVED ROAD, 78 FT.
 FE1294'NORTH-NORTHEAST OF A POWER LINE POLE, 14 FT. NORTH OF A TRACK
 FE1294'ROAD TO A FIELD, 1 FT. SOUTH OF A FENCE LINE, 3 FT. EAST OF A
 FE1294'WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1294'SET FLUSH WITH THE GROUND.
 FE1294
 FE1294                          STATION RECOVERY (2002)
 FE1294
 FE1294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1294'TRACK ROAD GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1093 ***********************************************************************
 FE1093  DESIGNATION -  F 214
 FE1093  PID         -  FE1093
 FE1093  STATE/COUNTY-  TN/HAYWOOD
 FE1093  USGS QUAD   -  STANTON (1983)
 FE1093
 FE1093                         *CURRENT SURVEY CONTROL
 FE1093  ___________________________________________________________________
 FE1093* NAD 83(1986)-  35 24 26.     (N)    089 23 12.     (W)     SCALED    
 FE1093* NAVD 88     -       107.801  (meters)     353.68   (feet)  ADJUSTED  
 FE1093  ___________________________________________________________________
 FE1093  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1093  DYNAMIC HT  -         107.705 (meters)     353.36  (feet)  COMP
 FE1093  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE1093
 FE1093  VERT ORDER  -  SECOND    CLASS 0
 FE1093
 FE1093.The horizontal coordinates were scaled from a topographic map and have
 FE1093.an estimated accuracy of +/- 6 seconds.
 FE1093
 FE1093.The orthometric height was determined by differential leveling
 FE1093.and adjusted by the National Geodetic Survey in June 1991..
 FE1093
 FE1093.The geoid height was determined by GEOID03.
 FE1093
 FE1093.The dynamic height is computed by dividing the NAVD 88
 FE1093.geopotential number by the normal gravity value computed on the
 FE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1093.degrees latitude (g = 980.6199 gals.).
 FE1093
 FE1093.The modeled gravity was interpolated from observed gravity values.
 FE1093
 FE1093;                    North         East    Units  Estimated Accuracy
 FE1093;SPC TN       -   124,470.      292,450.      MT  (+/- 180 meters Scaled)
 FE1093
 FE1093                          SUPERSEDED SURVEY CONTROL
 FE1093
 FE1093  NGVD 29 (??/??/??)  107.793  (m)          353.65   (f) ADJUSTED    2 0
 FE1093
 FE1093.Superseded values are not recommended for survey control.
 FE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1093.See file dsdata.txt to determine how the superseded data were derived.
 FE1093
 FE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE832208(NAD 83)
 FE1093_MARKER: DB = BENCH MARK DISK
 FE1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1093_STAMPING: F 214 1959
 FE1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1093+STABILITY: SURFACE MOTION
 FE1093
 FE1093  HISTORY     - Date     Condition        Report By
 FE1093  HISTORY     - 1959     MONUMENTED       CGS
 FE1093  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1093
 FE1093                          STATION DESCRIPTION
 FE1093
 FE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1093'10.5 MI SSE FROM STANTON.
 FE1093'3.65 MILES EAST-SOUTHEAST ALONG A GRAVEL ROAD FROM THE L. AND N.
 FE1093'RR CROSSING AT STANTON, THENCE 1.45 MILE SOUTH-SOUTHEAST ALONG
 FE1093'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1093'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1093'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, AND ABOUT
 FE1093'0.9 MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.3 MILE SOUTH ALONG
 FE1093'A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE
 FE1093'0.2 MILE SOUTH, AND 0.85 MILE WEST, THENCE 0.3 MILE NORTH,
 FE1093'147 FT. NORTH-NORTHWEST OF THE CENTER OF INTERSTATE HIGHWAY,
 FE1093'41 FT. NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 21 FT. WEST
 FE1093'OF THE CENTER OF A GRAVELED ROAD, 1.5 FT. NORTHEAST OF A WITNESS
 FE1093'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST SET FLUSH
 FE1093'WITH THE GROUND.  THIS MARK IS ABOUT 0.8 MILE NORTH EAST ACROSS
 FE1093'COUNTRY FROM B.M. L 214.
 FE1093
 FE1093                          STATION RECOVERY (2002)
 FE1093
 FE1093'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1093'SUSPECTED DESTROYED DUE TO I 40 OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1094 ***********************************************************************
 FE1094  DESIGNATION -  F 214 RESET
 FE1094  PID         -  FE1094
 FE1094  STATE/COUNTY-  TN/HAYWOOD
 FE1094  USGS QUAD   -  STANTON (1983)
 FE1094
 FE1094                         *CURRENT SURVEY CONTROL
 FE1094  ___________________________________________________________________
 FE1094* NAD 83(1986)-  35 24 26.     (N)    089 23 12.     (W)     SCALED    
 FE1094* NAVD 88     -       108.23   (+/-2cm)     355.1    (feet)  VERTCON   
 FE1094  ___________________________________________________________________
 FE1094  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1094
 FE1094  VERT ORDER  -  THIRD (See Below)
 FE1094
 FE1094.The horizontal coordinates were scaled from a topographic map and have
 FE1094.an estimated accuracy of +/- 6 seconds.
 FE1094
 FE1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1094.The vertical order pertains to the NGVD 29 superseded value.
 FE1094
 FE1094.The geoid height was determined by GEOID03.
 FE1094
 FE1094;                    North         East    Units  Estimated Accuracy
 FE1094;SPC TN       -   124,470.      292,450.      MT  (+/- 180 meters Scaled)
 FE1094
 FE1094                          SUPERSEDED SURVEY CONTROL
 FE1094
 FE1094  NGVD 29 (??/??/??)  108.22   (m)          355.1    (f) RESET       3  
 FE1094
 FE1094.Superseded values are not recommended for survey control.
 FE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1094.See file dsdata.txt to determine how the superseded data were derived.
 FE1094
 FE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE832208(NAD 83)
 FE1094_MARKER: DB = BENCH MARK DISK
 FE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1094_STAMPING: F 214 1959 RESET 1961
 FE1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1094+STABILITY: SURFACE MOTION
 FE1094
 FE1094  HISTORY     - Date     Condition        Report By
 FE1094  HISTORY     - 1961     MONUMENTED       CGS
 FE1094
 FE1094                          STATION DESCRIPTION
 FE1094
 FE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1094'3.6 MI ESE FROM STANTON.
 FE1094'THIS MARK IS A LOCATED 3.65 MILES EAST-SOUTHEAST ALONG A
 FE1094'PAVED ROAD FROM THE L. AND N. RR CROSSING AT STANTON, THENCE
 FE1094'1.45 MILES SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE 0.15
 FE1094'MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST
 FE1094'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH, THENCE 0.4 MILE
 FE1094'WEST ALONG A DIRT ROAD, AND ABOUT 0.9 MILE SOUTHWEST ACROSS
 FE1094'COUNTRY, THENCE 0.3 MILE SOUTH ALONG A PAVED ROAD, THENCE
 FE1094'0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH, AND
 FE1094'0.85 MILE WEST, THENCE 0.3 MILE NORTH, 45 PACES EAST OF A
 FE1094'BARN, 83 FEET WEST OF THE CENTER OF THE ACCESS ROAD, ABOUT
 FE1094'150 FEET SOUTH OF THE MEDIAN OF THE INTERSTATE HIGHWAY AND 1.5
 FE1094'FEET EAST OF A POWERLINE POLE, AND SET IN THE TOP OF A CONCRETE
 FE1094'POST SET FLUSH WITH THE GROUND.  (THIS MARK IS STILL ABOUT 0.8
 FE1094'MILE NORTHEAST ALONG THE RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY
 FE1094'FROM B.M. L 214 1959).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0382 ***********************************************************************
 FF0382  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0382  DESIGNATION -  F 215
 FF0382  PID         -  FF0382
 FF0382  STATE/COUNTY-  TN/SHELBY
 FF0382  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0382
 FF0382                         *CURRENT SURVEY CONTROL
 FF0382  ___________________________________________________________________
 FF0382* NAD 83(1995)-  35 01 38.68101(N)    090 00 26.62160(W)     ADJUSTED  
 FF0382* NAVD 88     -        81.47   (meters)     267.3    (feet)  GPS OBS   
 FF0382  ___________________________________________________________________
 FF0382  X           -       -,674.846 (meters)                     COMP
 FF0382  Y           -  -5,228,726.207 (meters)                     COMP
 FF0382  Z           -   3,640,388.603 (meters)                     COMP
 FF0382  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FF0382  ELLIP HEIGHT-          54.07  (meters)          (05/31/05) GPS OBS
 FF0382  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0382  DYNAMIC HT  -          81.39  (meters)     267.0   (feet)  COMP
 FF0382  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FF0382
 FF0382  HORZ ORDER  -  FIRST
 FF0382  VERT ORDER  -  THIRD (See Below)
 FF0382  ELLP ORDER  -  FOURTH    CLASS I
 FF0382
 FF0382.The horizontal coordinates were established by GPS observations
 FF0382.and adjusted by the National Geodetic Survey in May 2005..
 FF0382
 FF0382.The orthometric height was determined by GPS observations and a
 FF0382.high-resolution geoid model using precise GPS observation and
 FF0382.processing techniques. It supersedes the leveled height previously
 FF0382.determined for this station.
 FF0382.The vertical order pertains to the first NAVD 88 superseded value.
 FF0382
 FF0382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0382
 FF0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0382
 FF0382.The ellipsoidal height was determined by GPS observations
 FF0382.and is referenced to NAD 83.
 FF0382
 FF0382.The geoid height was determined by GEOID03.
 FF0382
 FF0382.The dynamic height is computed by dividing the NAVD 88
 FF0382.geopotential number by the normal gravity value computed on the
 FF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0382.degrees latitude (g = 980.6199 gals.).
 FF0382
 FF0382.The modeled gravity was interpolated from observed gravity values.
 FF0382
 FF0382;                    North         East     Units Scale Factor Converg.
 FF0382;SPC TN       -    84,495.896   234,379.394   MT  1.00004673   -2 20 45.9
 FF0382;SPC TN       -   277,216.95    768,959.73   sFT  1.00004673   -2 20 45.9
 FF0382;UTM  15      - 3,880,177.676   773,031.757   MT  1.00051885   +1 43 07.4
 FF0382;UTM  16      - 3,880,218.278   225,618.466   MT  1.00052796   -1 43 38.0
 FF0382
 FF0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0382!SPC TN       -   0.99999151  x   1.00004673  =   1.00003824
 FF0382!UTM  15      -   0.99999151  x   1.00051885  =   1.00051036
 FF0382!UTM  16      -   0.99999151  x   1.00052796  =   1.00051947
 FF0382
 FF0382                          SUPERSEDED SURVEY CONTROL
 FF0382
 FF0382  NAD 83(1995)-  35 01 38.68059(N)    090 00 26.62087(W) AD(       ) 1
 FF0382  ELLIP H (04/05/04)   54.07   (m)                       GP(       ) 3 1
 FF0382  NAVD 88 (06/15/91)   81.492  (m)          267.36   (f) ADJUSTED    1 2
 FF0382  NGVD 29 (??/??/??)   81.460  (m)          267.26   (f) ADJUSTED    1 2
 FF0382
 FF0382.Superseded values are not recommended for survey control.
 FF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0382.See file dsdata.txt to determine how the superseded data were derived.
 FF0382
 FF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7303280178(NAD 83)
 FF0382_MARKER: DB = BENCH MARK DISK
 FF0382_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FF0382_SP_SET: WINGWALL
 FF0382_STAMPING: F 215 1959
 FF0382_MARK LOGO: CGS   
 FF0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0382+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF0382
 FF0382  HISTORY     - Date     Condition        Report By
 FF0382  HISTORY     - 1959     MONUMENTED       CGS
 FF0382  HISTORY     - 19920116 GOOD             NGS
 FF0382  HISTORY     - 19941110 MARK NOT FOUND   TN1620
 FF0382  HISTORY     - 20020411 GOOD             USACE
 FF0382  HISTORY     - 20030701 GOOD             EMCINC
 FF0382
 FF0382                          STATION DESCRIPTION
 FF0382
 FF0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0382'AT MEMPHIS.
 FF0382'THE MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST WINGWALL OF
 FF0382'A CONCRETE BRIDGE.  IT IS 0.6 MILE SOUTH OF THE INTERSECTION OF
 FF0382'MILL BRANCH ROAD AND RAINES ROAD, 59 FEET SOUTH-SOUTHEAST OF A
 FF0382'POWER LINE POLE NUMBER 8117, 40 FEET EAST OF THE CENTER OF MILL
 FF0382'BRANCH ROAD AND 5.2 FEET SOUTHWEST OF THE NORTHWEST END OF
 FF0382'WINGWALL.  IT IS ABOUT 0.7 MILE SOUTH OF MILL 1959.
 FF0382
 FF0382                          STATION RECOVERY (1992)
 FF0382
 FF0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0382'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF0382'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 7.3 KM (4.55 MI) EASTERLY
 FF0382'ALONG COUNTY ROAD 175 (SHELBY DRIVE), THENCE 0.7 KM (0.45 MI)
 FF0382'NORTHERLY ALONG MILLBRANCH ROAD, IN TOP OF AND 1.0 M (3.3 FT)
 FF0382'SOUTHWEST OF THE NORTHEAST END OF A CONCRETE WINGWALL OF THE NORTHEAST
 FF0382'ABUTMENT OF A BRIDGE SPANNING A CREEK, 44.8 M (147.0 FT) SOUTH OF THE
 FF0382'CENTER OF OAK WOOD ROAD, 6.9 M (22.6 FT) EAST OF THE CENTERLINE OF
 FF0382'THE NORTHBOUND LANES OF THE ROAD, AND 5.4 M (17.7 FT) NORTH OF A
 FF0382'CHAIN-LINK FENCE.
 FF0382
 FF0382                          STATION RECOVERY (1994)
 FF0382
 FF0382'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0382'MARK NOT FOUND.
 FF0382
 FF0382                          STATION RECOVERY (2002)
 FF0382
 FF0382'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0382'RECOVERED IN GOOD CONDITION.
 FF0382
 FF0382                          STATION RECOVERY (2003)
 FF0382
 FF0382'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0654 ***********************************************************************
 FE0654  DESIGNATION -  F 216
 FE0654  PID         -  FE0654
 FE0654  STATE/COUNTY-  TN/MADISON
 FE0654  USGS QUAD   -  JUNO (1980)
 FE0654
 FE0654                         *CURRENT SURVEY CONTROL
 FE0654  ___________________________________________________________________
 FE0654* NAD 83(1986)-  35 44 36.     (N)    088 37 25.     (W)     SCALED    
 FE0654* NAVD 88     -       161.975  (meters)     531.41   (feet)  ADJUSTED  
 FE0654  ___________________________________________________________________
 FE0654  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0654  DYNAMIC HT  -         161.831 (meters)     530.94  (feet)  COMP
 FE0654  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0654
 FE0654  VERT ORDER  -  SECOND    CLASS 0
 FE0654
 FE0654.The horizontal coordinates were scaled from a topographic map and have
 FE0654.an estimated accuracy of +/- 6 seconds.
 FE0654
 FE0654.The orthometric height was determined by differential leveling
 FE0654.and adjusted by the National Geodetic Survey in June 1991..
 FE0654
 FE0654.The geoid height was determined by GEOID03.
 FE0654
 FE0654.The dynamic height is computed by dividing the NAVD 88
 FE0654.geopotential number by the normal gravity value computed on the
 FE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0654.degrees latitude (g = 980.6199 gals.).
 FE0654
 FE0654.The modeled gravity was interpolated from observed gravity values.
 FE0654
 FE0654;                    North         East    Units  Estimated Accuracy
 FE0654;SPC TN       -   159,620.      362,720.      MT  (+/- 180 meters Scaled)
 FE0654
 FE0654                          SUPERSEDED SURVEY CONTROL
 FE0654
 FE0654  NGVD 29 (??/??/??)  162.005  (m)          531.51   (f) ADJUSTED    2 0
 FE0654
 FE0654.Superseded values are not recommended for survey control.
 FE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0654.See file dsdata.txt to determine how the superseded data were derived.
 FE0654
 FE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE531566(NAD 83)
 FE0654_MARKER: DB = BENCH MARK DISK
 FE0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0654+STABILITY: SURFACE MOTION
 FE0654
 FE0654  HISTORY     - Date     Condition        Report By
 FE0654  HISTORY     - UNK      MONUMENTED       CGS
 FE0654  HISTORY     - 1959     GOOD             CGS
 FE0654  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0654
 FE0654                          STATION DESCRIPTION
 FE0654
 FE0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0654'24 MI NE FROM JACKSON.
 FE0654'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0654'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0654'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0654'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 FE0654'THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95
 FE0654'MILES EAST ALONG HARTMAS LANE, THENCE NORTH 2.1 MILES ALONG LAW
 FE0654'ROAD TO THE JUNCTION OF LAW ROAD AND GURLEY CREEK ROAD.  IT IS
 FE0654'28 FEET WEST OF CENTER LINE OF LAW ROAD AND THE JUNCTION OF GURLEY
 FE0654'CREEK ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 14 FEET
 FE0654'SOUTH OF A FIELD ROAD.  THE MARK IS SET IN THE TOP OF A CONCRETE
 FE0654'POST, WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND
 FE0654'AND IS 1.3 FEET WEST OF A WITNESS SIGN.
 FE0654
 FE0654                          STATION RECOVERY (2002)
 FE0654
 FE0654'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1146 ***********************************************************************
 FD1146  DESIGNATION -  F 218
 FD1146  PID         -  FD1146
 FD1146  STATE/COUNTY-  TN/HUMPHREYS
 FD1146  USGS QUAD   -  BUCKSNORT (1968)
 FD1146
 FD1146                         *CURRENT SURVEY CONTROL
 FD1146  ___________________________________________________________________
 FD1146* NAD 83(1986)-  35 52 31.     (N)    087 42 45.     (W)     SCALED    
 FD1146* NAVD 88     -       131.294  (meters)     430.75   (feet)  ADJUSTED  
 FD1146  ___________________________________________________________________
 FD1146  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1146  DYNAMIC HT  -         131.181 (meters)     430.38  (feet)  COMP
 FD1146  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 FD1146
 FD1146  VERT ORDER  -  SECOND    CLASS 0
 FD1146
 FD1146.The horizontal coordinates were scaled from a topographic map and have
 FD1146.an estimated accuracy of +/- 6 seconds.
 FD1146
 FD1146.The orthometric height was determined by differential leveling
 FD1146.and adjusted by the National Geodetic Survey in June 1991..
 FD1146
 FD1146.The geoid height was determined by GEOID03.
 FD1146
 FD1146.The dynamic height is computed by dividing the NAVD 88
 FD1146.geopotential number by the normal gravity value computed on the
 FD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1146.degrees latitude (g = 980.6199 gals.).
 FD1146
 FD1146.The modeled gravity was interpolated from observed gravity values.
 FD1146
 FD1146;                    North         East    Units  Estimated Accuracy
 FD1146;SPC TN       -   172,430.      445,370.      MT  (+/- 180 meters Scaled)
 FD1146
 FD1146                          SUPERSEDED SURVEY CONTROL
 FD1146
 FD1146  NGVD 29 (??/??/92)  131.324  (m)          430.85   (f) ADJ UNCH    2 0
 FD1146
 FD1146.Superseded values are not recommended for survey control.
 FD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1146.See file dsdata.txt to determine how the superseded data were derived.
 FD1146
 FD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE356703(NAD 83)
 FD1146_MARKER: DB = BENCH MARK DISK
 FD1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1146_STAMPING: F 218 1959
 FD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1146+STABILITY: SURFACE MOTION
 FD1146
 FD1146  HISTORY     - Date     Condition        Report By
 FD1146  HISTORY     - 1959     MONUMENTED       CGS
 FD1146  HISTORY     - 1967     GOOD             NGS
 FD1146
 FD1146                          STATION DESCRIPTION
 FD1146
 FD1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1146'1.9 MI W FROM OLNY.
 FD1146'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40
 FD1146'ABOUT 9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON
 FD1146'STATE ROUTE 13 FOR 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.
 FD1146'HERE TURN RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 5.1
 FD1146'MILES TO THE MARK ON THE LEFT.  IT IS ABOUT 150 FEET NORTH OF
 FD1146'THE NORTHEAST CORNER OF A NEW BRICK HOME, 97 FEET NORTHWEST
 FD1146'AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF AN OLD FRAME
 FD1146'HOUSE, 29 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 FD1146'ROAD, AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 FD1146'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1146'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED F 218 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1444 ***********************************************************************
 GC1444  DESIGNATION -  F 219
 GC1444  PID         -  GC1444
 GC1444  STATE/COUNTY-  TN/DICKSON
 GC1444  USGS QUAD   -  BURNS (1986)
 GC1444
 GC1444                         *CURRENT SURVEY CONTROL
 GC1444  ___________________________________________________________________
 GC1444* NAD 83(1986)-  36 00 55.     (N)    087 21 52.     (W)     SCALED    
 GC1444* NAVD 88     -       212.393  (meters)     696.83   (feet)  ADJUSTED  
 GC1444  ___________________________________________________________________
 GC1444  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1444  DYNAMIC HT  -         212.206 (meters)     696.21  (feet)  COMP
 GC1444  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 GC1444
 GC1444  VERT ORDER  -  SECOND    CLASS 0
 GC1444
 GC1444.The horizontal coordinates were scaled from a topographic map and have
 GC1444.an estimated accuracy of +/- 6 seconds.
 GC1444
 GC1444.The orthometric height was determined by differential leveling
 GC1444.and adjusted by the National Geodetic Survey in June 1991..
 GC1444
 GC1444.The geoid height was determined by GEOID03.
 GC1444
 GC1444.The dynamic height is computed by dividing the NAVD 88
 GC1444.geopotential number by the normal gravity value computed on the
 GC1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1444.degrees latitude (g = 980.6199 gals.).
 GC1444
 GC1444.The modeled gravity was interpolated from observed gravity values.
 GC1444
 GC1444;                    North         East    Units  Estimated Accuracy
 GC1444;SPC TN       -   187,470.      477,010.      MT  (+/- 180 meters Scaled)
 GC1444
 GC1444                          SUPERSEDED SURVEY CONTROL
 GC1444
 GC1444  NGVD 29 (??/??/92)  212.383  (m)          696.79   (f) ADJ UNCH    2 0
 GC1444
 GC1444.Superseded values are not recommended for survey control.
 GC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1444.See file dsdata.txt to determine how the superseded data were derived.
 GC1444
 GC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE671857(NAD 83)
 GC1444_MARKER: DB = BENCH MARK DISK
 GC1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1444_STAMPING: F 219 1959
 GC1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1444+STABILITY: SURFACE MOTION
 GC1444
 GC1444  HISTORY     - Date     Condition        Report By
 GC1444  HISTORY     - 1959     MONUMENTED       CGS
 GC1444
 GC1444                          STATION DESCRIPTION
 GC1444
 GC1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1444'2.1 MI W FROM TIDWELL.
 GC1444'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1444'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1444'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD FOR
 GC1444'2.1 MILES TO A SHARP CURVE IN THE ROAD, 16 FT. SOUTHEAST OF THE
 GC1444'CENTER OF THE GRAVELED ROAD, 4 FT. NORTHEAST OF A POWER LINE POLE
 GC1444'WITH A GUY WIRE, 2 FT. SOUTHEAST OF A WITNESS SIGN, A DISK SET
 GC1444'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT 2 FT.
 GC1444'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0721 ***********************************************************************
 FD0721  DESIGNATION -  F 22
 FD0721  PID         -  FD0721
 FD0721  STATE/COUNTY-  TN/HICKMAN
 FD0721  USGS QUAD   -  LYLES (1992)
 FD0721
 FD0721                         *CURRENT SURVEY CONTROL
 FD0721  ___________________________________________________________________
 FD0721* NAD 83(1986)-  35 55 39.     (N)    087 20 46.     (W)     SCALED    
 FD0721* NAVD 88     -       245.171  (meters)     804.37   (feet)  ADJUSTED  
 FD0721  ___________________________________________________________________
 FD0721  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0721  DYNAMIC HT  -         244.955 (meters)     803.66  (feet)  COMP
 FD0721  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 FD0721
 FD0721  VERT ORDER  -  SECOND    CLASS 0
 FD0721
 FD0721.The horizontal coordinates were scaled from a topographic map and have
 FD0721.an estimated accuracy of +/- 6 seconds.
 FD0721
 FD0721.The orthometric height was determined by differential leveling
 FD0721.and adjusted by the National Geodetic Survey in June 1991..
 FD0721
 FD0721.The geoid height was determined by GEOID03.
 FD0721
 FD0721.The dynamic height is computed by dividing the NAVD 88
 FD0721.geopotential number by the normal gravity value computed on the
 FD0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0721.degrees latitude (g = 980.6199 gals.).
 FD0721
 FD0721.The modeled gravity was interpolated from observed gravity values.
 FD0721
 FD0721;                    North         East    Units  Estimated Accuracy
 FD0721;SPC TN       -   177,710.      478,530.      MT  (+/- 180 meters Scaled)
 FD0721
 FD0721                          SUPERSEDED SURVEY CONTROL
 FD0721
 FD0721  NGVD 29 (??/??/92)  245.157  (m)          804.32   (f) ADJ UNCH    2 0
 FD0721
 FD0721.Superseded values are not recommended for survey control.
 FD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0721.See file dsdata.txt to determine how the superseded data were derived.
 FD0721
 FD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE687759(NAD 83)
 FD0721_MARKER: DB = BENCH MARK DISK
 FD0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0721_STAMPING: F 22 1934
 FD0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0721+STABILITY: SURFACE MOTION
 FD0721
 FD0721  HISTORY     - Date     Condition        Report By
 FD0721  HISTORY     - 1934     MONUMENTED       CGS
 FD0721
 FD0721                          STATION DESCRIPTION
 FD0721
 FD0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0721'0.9 MI N FROM LYLE.
 FD0721'0.9 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0721'RAILWAY FROM LYLE, HICKMAN COUNTY, 1-1/2 RAILS EAST OF POLE
 FD0721'13/14, AND 15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
 FD0721'A STANDARD DISK, STAMPED F 22 1934 AND SET IN THE TOP OF A
 FD0721'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1497 ***********************************************************************
 GC1497  DESIGNATION -  F 220
 GC1497  PID         -  GC1497
 GC1497  STATE/COUNTY-  TN/CHEATHAM
 GC1497  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1497
 GC1497                         *CURRENT SURVEY CONTROL
 GC1497  ___________________________________________________________________
 GC1497* NAD 83(1986)-  36 05 15.     (N)    087 03 24.     (W)     SCALED    
 GC1497* NAVD 88     -       166.979  (meters)     547.83   (feet)  ADJUSTED  
 GC1497  ___________________________________________________________________
 GC1497  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1497  DYNAMIC HT  -         166.835 (meters)     547.36  (feet)  COMP
 GC1497  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 GC1497
 GC1497  VERT ORDER  -  SECOND    CLASS 0
 GC1497
 GC1497.The horizontal coordinates were scaled from a topographic map and have
 GC1497.an estimated accuracy of +/- 6 seconds.
 GC1497
 GC1497.The orthometric height was determined by differential leveling
 GC1497.and adjusted by the National Geodetic Survey in June 1991..
 GC1497
 GC1497.The geoid height was determined by GEOID03.
 GC1497
 GC1497.The dynamic height is computed by dividing the NAVD 88
 GC1497.geopotential number by the normal gravity value computed on the
 GC1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1497.degrees latitude (g = 980.6199 gals.).
 GC1497
 GC1497.The modeled gravity was interpolated from observed gravity values.
 GC1497
 GC1497;                    North         East    Units  Estimated Accuracy
 GC1497;SPC TN       -   195,140.      504,840.      MT  (+/- 180 meters Scaled)
 GC1497
 GC1497                          SUPERSEDED SURVEY CONTROL
 GC1497
 GC1497  NGVD 29 (??/??/92)  166.997  (m)          547.89   (f) ADJ UNCH    2 0
 GC1497
 GC1497.Superseded values are not recommended for survey control.
 GC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1497.See file dsdata.txt to determine how the superseded data were derived.
 GC1497
 GC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE948936(NAD 83)
 GC1497_MARKER: DB = BENCH MARK DISK
 GC1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1497_STAMPING: F 220
 GC1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1497+STABILITY: SURFACE MOTION
 GC1497
 GC1497  HISTORY     - Date     Condition        Report By
 GC1497  HISTORY     - UNK      MONUMENTED       CGS
 GC1497  HISTORY     - 1959     GOOD             NGS
 GC1497
 GC1497                          STATION DESCRIPTION
 GC1497
 GC1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1497'4 MI SE FROM KINGSTON SPRINGS.
 GC1497'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1497'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1497'ROAD, THENCE 2.3 MILES EAST ON THE INTERSTATE HIGHWAY, 77 FT.
 GC1497'NORTH OF THE NORTH EDGE OF THE INTERSTATE HIGHWAY, 2 FT.
 GC1497'NORTHWEST OF THE CORNER OF THE RIGHT OF WAY FENCE AND 2 FT. NORTH
 GC1497'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1497'PROJECTING 3 INCHES, AND ABOUT 8 FT. BELOW THE LEVEL OF THE
 GC1497'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0532 ***********************************************************************
 GC0532  DESIGNATION -  F 221
 GC0532  PID         -  GC0532
 GC0532  STATE/COUNTY-  TN/ROBERTSON
 GC0532  USGS QUAD   -  WHITE HOUSE (1981)
 GC0532
 GC0532                         *CURRENT SURVEY CONTROL
 GC0532  ___________________________________________________________________
 GC0532* NAD 83(1986)-  36 25 15.     (N)    086 41 43.     (W)     SCALED    
 GC0532* NAVD 88     -       272.327  (meters)     893.46   (feet)  ADJUSTED  
 GC0532  ___________________________________________________________________
 GC0532  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC0532  DYNAMIC HT  -         272.096 (meters)     892.70  (feet)  COMP
 GC0532  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC0532
 GC0532  VERT ORDER  -  SECOND    CLASS 0
 GC0532
 GC0532.The horizontal coordinates were scaled from a topographic map and have
 GC0532.an estimated accuracy of +/- 6 seconds.
 GC0532
 GC0532.The orthometric height was determined by differential leveling
 GC0532.and adjusted by the National Geodetic Survey in June 1991..
 GC0532
 GC0532.The geoid height was determined by GEOID03.
 GC0532
 GC0532.The dynamic height is computed by dividing the NAVD 88
 GC0532.geopotential number by the normal gravity value computed on the
 GC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0532.degrees latitude (g = 980.6199 gals.).
 GC0532
 GC0532.The modeled gravity was interpolated from observed gravity values.
 GC0532
 GC0532;                    North         East    Units  Estimated Accuracy
 GC0532;SPC TN       -   231,830.      537,650.      MT  (+/- 180 meters Scaled)
 GC0532
 GC0532                          SUPERSEDED SURVEY CONTROL
 GC0532
 GC0532  NGVD 29 (??/??/92)  272.385  (m)          893.65   (f) ADJ UNCH    2 0
 GC0532
 GC0532.Superseded values are not recommended for survey control.
 GC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0532.See file dsdata.txt to determine how the superseded data were derived.
 GC0532
 GC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF273306(NAD 83)
 GC0532_MARKER: DB = BENCH MARK DISK
 GC0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0532_SP_SET: CULVERT
 GC0532_STAMPING: F 221 1959
 GC0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0532
 GC0532  HISTORY     - Date     Condition        Report By
 GC0532  HISTORY     - 1959     MONUMENTED       CGS
 GC0532  HISTORY     - 1960     GOOD             NGS
 GC0532
 GC0532                          STATION DESCRIPTION
 GC0532
 GC0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0532'5.8 MI SW FROM WHITE HOUSE.
 GC0532'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31 W
 GC0532'FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76, THENCE
 GC0532'2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 1.05 MILES SOUTH ON
 GC0532'U.S. HIGHWAY 31 W TO A CONCRETE CULVERT, 28 FT. WEST OF THE
 GC0532'CENTER OF U.S. HIGHWAY 31 W, 23 FT. EAST OF TELEPHONE POLE NO. 127,
 GC0532'11 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, A DISK DRILLED IN
 GC0532'THE TOP OF THE NORTH CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0623 ***********************************************************************
 GC0623  DESIGNATION -  F 222
 GC0623  PID         -  GC0623
 GC0623  STATE/COUNTY-  TN/DAVIDSON
 GC0623  USGS QUAD   -  OAK HILL (1968)
 GC0623
 GC0623                         *CURRENT SURVEY CONTROL
 GC0623  ___________________________________________________________________
 GC0623* NAD 83(1986)-  36 06 54.     (N)    086 47 00.     (W)     SCALED    
 GC0623* NAVD 88     -       152.515  (meters)     500.38   (feet)  ADJUSTED  
 GC0623  ___________________________________________________________________
 GC0623  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0623  DYNAMIC HT  -         152.384 (meters)     499.95  (feet)  COMP
 GC0623  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GC0623
 GC0623  VERT ORDER  -  SECOND    CLASS 0
 GC0623
 GC0623.The horizontal coordinates were scaled from a topographic map and have
 GC0623.an estimated accuracy of +/- 6 seconds.
 GC0623
 GC0623.The orthometric height was determined by differential leveling
 GC0623.and adjusted by the National Geodetic Survey in June 1991..
 GC0623
 GC0623.The geoid height was determined by GEOID03.
 GC0623
 GC0623.The dynamic height is computed by dividing the NAVD 88
 GC0623.geopotential number by the normal gravity value computed on the
 GC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0623.degrees latitude (g = 980.6199 gals.).
 GC0623
 GC0623.The modeled gravity was interpolated from observed gravity values.
 GC0623
 GC0623;                    North         East    Units  Estimated Accuracy
 GC0623;SPC TN       -   197,960.      529,480.      MT  (+/- 180 meters Scaled)
 GC0623
 GC0623                          SUPERSEDED SURVEY CONTROL
 GC0623
 GC0623  NGVD 29 (??/??/92)  152.537  (m)          500.45   (f) ADJ UNCH    2 0
 GC0623
 GC0623.Superseded values are not recommended for survey control.
 GC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0623.See file dsdata.txt to determine how the superseded data were derived.
 GC0623
 GC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE194967(NAD 83)
 GC0623_MARKER: DB = BENCH MARK DISK
 GC0623_SETTING: 66 = SET IN ROCK OUTCROP
 GC0623_SP_SET: BEDROCK
 GC0623_STAMPING: F 222 1959
 GC0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0623+STABILITY: POSITION/ELEVATION WELL
 GC0623
 GC0623  HISTORY     - Date     Condition        Report By
 GC0623  HISTORY     - 1959     MONUMENTED       CGS
 GC0623  HISTORY     - 1960     GOOD             NGS
 GC0623
 GC0623                          STATION DESCRIPTION
 GC0623
 GC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0623'AT NASHVILLE.
 GC0623'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF BATTLEFIELD DR.
 GC0623'AND CRAIG AVE. IN SOUTH NASHVILLE, 75.7 FT. SOUTHWEST AND ACROSS
 GC0623'THE ROAD FROM A POWER LINE POLE, 58.6 FT. SOUTHEAST OF THE CENTER
 GC0623'OF BATTLEFIELD DR., 17.6 FT. EAST OF THE CENTER OF CRAIG AVE.,
 GC0623'DRILLED IN THE TOP OF A BED ROCK AT THE BOTTOM OF A DITCH AND ABOUT
 GC0623'3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0671 ***********************************************************************
 GC0671  DESIGNATION -  F 223
 GC0671  PID         -  GC0671
 GC0671  STATE/COUNTY-  TN/DAVIDSON
 GC0671  USGS QUAD   -  OAK HILL (1968)
 GC0671
 GC0671                         *CURRENT SURVEY CONTROL
 GC0671  ___________________________________________________________________
 GC0671* NAD 83(1986)-  36 04 28.     (N)    086 46 05.     (W)     SCALED    
 GC0671* NAVD 88     -       193.203  (meters)     633.87   (feet)  ADJUSTED  
 GC0671  ___________________________________________________________________
 GC0671  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0671  DYNAMIC HT  -         193.036 (meters)     633.32  (feet)  COMP
 GC0671  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0671
 GC0671  VERT ORDER  -  SECOND    CLASS 0
 GC0671
 GC0671.The horizontal coordinates were scaled from a topographic map and have
 GC0671.an estimated accuracy of +/- 6 seconds.
 GC0671
 GC0671.The orthometric height was determined by differential leveling
 GC0671.and adjusted by the National Geodetic Survey in June 1991..
 GC0671
 GC0671.The geoid height was determined by GEOID03.
 GC0671
 GC0671.The dynamic height is computed by dividing the NAVD 88
 GC0671.geopotential number by the normal gravity value computed on the
 GC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0671.degrees latitude (g = 980.6199 gals.).
 GC0671
 GC0671.The modeled gravity was interpolated from observed gravity values.
 GC0671
 GC0671;                    North         East    Units  Estimated Accuracy
 GC0671;SPC TN       -   193,450.      530,820.      MT  (+/- 180 meters Scaled)
 GC0671
 GC0671                          SUPERSEDED SURVEY CONTROL
 GC0671
 GC0671  NGVD 29 (??/??/92)  193.218  (m)          633.92   (f) ADJ UNCH    2 0
 GC0671
 GC0671.Superseded values are not recommended for survey control.
 GC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0671.See file dsdata.txt to determine how the superseded data were derived.
 GC0671
 GC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE208922(NAD 83)
 GC0671_MARKER: DB = BENCH MARK DISK
 GC0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0671_SP_SET: OVERPASS
 GC0671_STAMPING: F 223 1960
 GC0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0671
 GC0671  HISTORY     - Date     Condition        Report By
 GC0671  HISTORY     - 1960     MONUMENTED       CGS
 GC0671
 GC0671                          STATION DESCRIPTION
 GC0671
 GC0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0671'3.2 MI N FROM BRENTWOOD.
 GC0671'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0671'HIGHWAY 31, THEN 1.55 MILE NORTH ON WILSON PIKE ROAD, THEN 1.5
 GC0671'MILE NORTH ON THE L. AND N. RAILROAD TO AN OVERPASS OVER FARREL
 GC0671'ROAD.  THE DISK IS 8 FT. EAST OF THE WEST END OF THE ABUTMENT,
 GC0671'6 FT. WEST OF THE WEST RAIL AND CEMENTED IN A DRILL HOLE IN THE
 GC0671'TOP OF THE NORTHWEST CONCRETE ABUTMENT OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0583 ***********************************************************************
 FD0583  DESIGNATION -  F 224
 FD0583  PID         -  FD0583
 FD0583  STATE/COUNTY-  TN/MAURY
 FD0583  USGS QUAD   -  GLENDALE (1981)
 FD0583
 FD0583                         *CURRENT SURVEY CONTROL
 FD0583  ___________________________________________________________________
 FD0583* NAD 83(1986)-  35 36 49.     (N)    086 54 01.     (W)     SCALED    
 FD0583* NAVD 88     -       188.919  (meters)     619.81   (feet)  ADJUSTED  
 FD0583  ___________________________________________________________________
 FD0583  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0583  DYNAMIC HT  -         188.753 (meters)     619.27  (feet)  COMP
 FD0583  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 FD0583
 FD0583  VERT ORDER  -  SECOND    CLASS 0
 FD0583
 FD0583.The horizontal coordinates were scaled from a topographic map and have
 FD0583.an estimated accuracy of +/- 6 seconds.
 FD0583
 FD0583.The orthometric height was determined by differential leveling
 FD0583.and adjusted by the National Geodetic Survey in June 1991..
 FD0583
 FD0583.The geoid height was determined by GEOID03.
 FD0583
 FD0583.The dynamic height is computed by dividing the NAVD 88
 FD0583.geopotential number by the normal gravity value computed on the
 FD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0583.degrees latitude (g = 980.6199 gals.).
 FD0583
 FD0583.The modeled gravity was interpolated from observed gravity values.
 FD0583
 FD0583;                    North         East    Units  Estimated Accuracy
 FD0583;SPC TN       -   142,420.      518,440.      MT  (+/- 180 meters Scaled)
 FD0583
 FD0583                          SUPERSEDED SURVEY CONTROL
 FD0583
 FD0583  NGVD 29 (??/??/92)  188.900  (m)          619.75   (f) ADJ UNCH    2 0
 FD0583
 FD0583.Superseded values are not recommended for survey control.
 FD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0583.See file dsdata.txt to determine how the superseded data were derived.
 FD0583
 FD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE090410(NAD 83)
 FD0583_MARKER: DB = BENCH MARK DISK
 FD0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0583_STAMPING: F 224 1960
 FD0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0583+STABILITY: SURFACE MOTION
 FD0583
 FD0583  HISTORY     - Date     Condition        Report By
 FD0583  HISTORY     - 1960     MONUMENTED       CGS
 FD0583
 FD0583                          STATION DESCRIPTION
 FD0583
 FD0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0583'7.3 MI N FROM BRYANT.
 FD0583'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0583'FOR 0.7 MILE, THEN 6.6 MILES NORTH ON INTERSTATE HIGHWAY 65.
 FD0583'THE BENCH MARK IS ABOUT 0.15 MILE SOUTH OF A SMALL CREEK, ABOUT
 FD0583'200 FT. EAST OF THE CENTER OF INTERSTATE HIGHWAY 65, 113 FT.
 FD0583'SOUTHEAST OF A POWER LINE POLE, 25 FT. NORTHEAST OF THE CENTER
 FD0583'OF A GRAVEL ROAD AND 1.5 FT. NORTHEAST OF A WITNESS SIGN.  THE
 FD0583'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0423 ***********************************************************************
 FD0423  DESIGNATION -  F 225
 FD0423  PID         -  FD0423
 FD0423  STATE/COUNTY-  TN/GILES
 FD0423  USGS QUAD   -  FRANKEWING (1982)
 FD0423
 FD0423                         *CURRENT SURVEY CONTROL
 FD0423  ___________________________________________________________________
 FD0423* NAD 83(1986)-  35 10 57.     (N)    086 52 25.     (W)     SCALED    
 FD0423* NAVD 88     -       253.430  (meters)     831.46   (feet)  ADJUSTED  
 FD0423  ___________________________________________________________________
 FD0423  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0423  DYNAMIC HT  -         253.194 (meters)     830.69  (feet)  COMP
 FD0423  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD0423
 FD0423  VERT ORDER  -  SECOND    CLASS 0
 FD0423
 FD0423.The horizontal coordinates were scaled from a topographic map and have
 FD0423.an estimated accuracy of +/- 6 seconds.
 FD0423
 FD0423.The orthometric height was determined by differential leveling
 FD0423.and adjusted by the National Geodetic Survey in June 1991..
 FD0423
 FD0423.The geoid height was determined by GEOID03.
 FD0423
 FD0423.The dynamic height is computed by dividing the NAVD 88
 FD0423.geopotential number by the normal gravity value computed on the
 FD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0423.degrees latitude (g = 980.6199 gals.).
 FD0423
 FD0423.The modeled gravity was interpolated from observed gravity values.
 FD0423
 FD0423;                    North         East    Units  Estimated Accuracy
 FD0423;SPC TN       -    94,570.      520,430.      MT  (+/- 180 meters Scaled)
 FD0423
 FD0423                          SUPERSEDED SURVEY CONTROL
 FD0423
 FD0423  NGVD 29 (??/??/92)  253.403  (m)          831.37   (f) ADJ UNCH    2 0
 FD0423
 FD0423.Superseded values are not recommended for survey control.
 FD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0423.See file dsdata.txt to determine how the superseded data were derived.
 FD0423
 FD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED115932(NAD 83)
 FD0423_MARKER: DB = BENCH MARK DISK
 FD0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0423_STAMPING: F 225 1960
 FD0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0423+STABILITY: SURFACE MOTION
 FD0423
 FD0423  HISTORY     - Date     Condition        Report By
 FD0423  HISTORY     - 1960     MONUMENTED       CGS
 FD0423
 FD0423                          STATION DESCRIPTION
 FD0423
 FD0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0423'3.3 MI N FROM BUNKER HILL.
 FD0423'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0423'FOR 3.3 MILES TO A TRACK ROAD LEADING EAST.  THE BENCH MARK IS
 FD0423'55 FT. SOUTHWEST OF THE CENTER OF THE GATE AND ROAD LEADING TO
 FD0423'A BARN, 25 FT. SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 1 FT.
 FD0423'EAST OF A FENCE, AND 2 FT. NORTHWEST OF A WITNESS SIGN.  THE
 FD0423'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 FD0423'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0720 ***********************************************************************
 GC0720  DESIGNATION -  F 226
 GC0720  PID         -  GC0720
 GC0720  STATE/COUNTY-  TN/WILSON
 GC0720  USGS QUAD   -  HERMITAGE (1983)
 GC0720
 GC0720                         *CURRENT SURVEY CONTROL
 GC0720  ___________________________________________________________________
 GC0720* NAD 83(1986)-  36 11 15.     (N)    086 30 40.     (W)     SCALED    
 GC0720* NAVD 88     -       166.915  (meters)     547.62   (feet)  ADJUSTED  
 GC0720  ___________________________________________________________________
 GC0720  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0720  DYNAMIC HT  -         166.774 (meters)     547.16  (feet)  COMP
 GC0720  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GC0720
 GC0720  VERT ORDER  -  SECOND    CLASS 0
 GC0720
 GC0720.The horizontal coordinates were scaled from a topographic map and have
 GC0720.an estimated accuracy of +/- 6 seconds.
 GC0720
 GC0720.The orthometric height was determined by differential leveling
 GC0720.and adjusted by the National Geodetic Survey in June 1991..
 GC0720
 GC0720.The geoid height was determined by GEOID03.
 GC0720
 GC0720.The dynamic height is computed by dividing the NAVD 88
 GC0720.geopotential number by the normal gravity value computed on the
 GC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0720.degrees latitude (g = 980.6199 gals.).
 GC0720
 GC0720.The modeled gravity was interpolated from observed gravity values.
 GC0720
 GC0720;                    North         East    Units  Estimated Accuracy
 GC0720;SPC TN       -   205,840.      554,030.      MT  (+/- 180 meters Scaled)
 GC0720
 GC0720                          SUPERSEDED SURVEY CONTROL
 GC0720
 GC0720  NGVD 29 (??/??/92)  166.963  (m)          547.78   (f) ADJ UNCH    2 0
 GC0720
 GC0720.Superseded values are not recommended for survey control.
 GC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0720.See file dsdata.txt to determine how the superseded data were derived.
 GC0720
 GC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF439048(NAD 83)
 GC0720_MARKER: DB = BENCH MARK DISK
 GC0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0720_SP_SET: BRIDGE
 GC0720_STAMPING: F 226 1960
 GC0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0720
 GC0720  HISTORY     - Date     Condition        Report By
 GC0720  HISTORY     - 1960     MONUMENTED       CGS
 GC0720
 GC0720                          STATION DESCRIPTION
 GC0720
 GC0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0720'1.3 MI SE FROM MOUNT JULIET.
 GC0720'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0720'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0720'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.2 MILE
 GC0720'SOUTH ON THE MT. JULIET ROAD TO A BRIDGE OVER A CREEK.  THE BENCH
 GC0720'MARK IS 9 FT. EAST OF THE CENTER OF MT. JULIET ROAD.  THE DISK IS
 GC0720'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE
 GC0720'HEADWALL OF THE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0285 ***********************************************************************
 GC0285  DESIGNATION -  F 227
 GC0285  PID         -  GC0285
 GC0285  STATE/COUNTY-  TN/WILSON
 GC0285  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0285
 GC0285                         *CURRENT SURVEY CONTROL
 GC0285  ___________________________________________________________________
 GC0285* NAD 83(1986)-  36 10 23.     (N)    086 07 25.     (W)     SCALED    
 GC0285* NAVD 88     -       201.463  (meters)     660.97   (feet)  ADJUSTED  
 GC0285  ___________________________________________________________________
 GC0285  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0285  DYNAMIC HT  -         201.293 (meters)     660.41  (feet)  COMP
 GC0285  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GC0285
 GC0285  VERT ORDER  -  SECOND    CLASS 0
 GC0285
 GC0285.The horizontal coordinates were scaled from a topographic map and have
 GC0285.an estimated accuracy of +/- 6 seconds.
 GC0285
 GC0285.The orthometric height was determined by differential leveling
 GC0285.and adjusted by the National Geodetic Survey in June 1991..
 GC0285
 GC0285.The geoid height was determined by GEOID03.
 GC0285
 GC0285.The dynamic height is computed by dividing the NAVD 88
 GC0285.geopotential number by the normal gravity value computed on the
 GC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0285.degrees latitude (g = 980.6199 gals.).
 GC0285
 GC0285.The modeled gravity was interpolated from observed gravity values.
 GC0285
 GC0285;                    North         East    Units  Estimated Accuracy
 GC0285;SPC TN       -   204,120.      588,880.      MT  (+/- 180 meters Scaled)
 GC0285
 GC0285                          SUPERSEDED SURVEY CONTROL
 GC0285
 GC0285  NGVD 29 (??/??/92)  201.524  (m)          661.17   (f) ADJ UNCH    2 0
 GC0285
 GC0285.Superseded values are not recommended for survey control.
 GC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0285.See file dsdata.txt to determine how the superseded data were derived.
 GC0285
 GC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF788034(NAD 83)
 GC0285_MARKER: DB = BENCH MARK DISK
 GC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0285_STAMPING: F 227 1960
 GC0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0285+STABILITY: SURFACE MOTION
 GC0285
 GC0285  HISTORY     - Date     Condition        Report By
 GC0285  HISTORY     - 1960     MONUMENTED       CGS
 GC0285
 GC0285                          STATION DESCRIPTION
 GC0285
 GC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0285'9.9 MI E FROM LEBANON.
 GC0285'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0285'MILE, THEN 9.3 MILES EAST ON BLUE BIRD ROAD.  THE BENCH MARK
 GC0285'IS 59 FT. NORTH OF THE NORTHWEST CORNER OF SAULSBURY BAPTIST
 GC0285'CHURCH, 42 FT. SOUTHEAST OF A POWER LINE POLE, 20 FT. SOUTHEAST
 GC0285'OF THE CENTER OF BLUE BIRD ROAD, 1 FT. SOUTH OF A FENCE CORNER,
 GC0285'AND 1.4 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN
 GC0285'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL
 GC0285'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1738 ***********************************************************************
 GB1738  DESIGNATION -  F 228
 GB1738  PID         -  GB1738
 GB1738  STATE/COUNTY-  TN/SMITH
 GB1738  USGS QUAD   -  GORDONSVILLE (1986)
 GB1738
 GB1738                         *CURRENT SURVEY CONTROL
 GB1738  ___________________________________________________________________
 GB1738* NAD 83(1986)-  36 09 24.     (N)    085 55 28.     (W)     SCALED    
 GB1738* NAVD 88     -       151.962  (meters)     498.56   (feet)  ADJUSTED  
 GB1738  ___________________________________________________________________
 GB1738  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1738  DYNAMIC HT  -         151.832 (meters)     498.14  (feet)  COMP
 GB1738  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GB1738
 GB1738  VERT ORDER  -  SECOND    CLASS 0
 GB1738
 GB1738.The horizontal coordinates were scaled from a topographic map and have
 GB1738.an estimated accuracy of +/- 6 seconds.
 GB1738
 GB1738.The orthometric height was determined by differential leveling
 GB1738.and adjusted by the National Geodetic Survey in June 1991..
 GB1738
 GB1738.The geoid height was determined by GEOID03.
 GB1738
 GB1738.The dynamic height is computed by dividing the NAVD 88
 GB1738.geopotential number by the normal gravity value computed on the
 GB1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1738.degrees latitude (g = 980.6199 gals.).
 GB1738
 GB1738.The modeled gravity was interpolated from observed gravity values.
 GB1738
 GB1738;                    North         East    Units  Estimated Accuracy
 GB1738;SPC TN       -   202,300.      606,800.      MT  (+/- 180 meters Scaled)
 GB1738
 GB1738                          SUPERSEDED SURVEY CONTROL
 GB1738
 GB1738  NGVD 29 (??/??/92)  152.028  (m)          498.78   (f) ADJ UNCH    2 0
 GB1738
 GB1738.Superseded values are not recommended for survey control.
 GB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1738.See file dsdata.txt to determine how the superseded data were derived.
 GB1738
 GB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF967018(NAD 83)
 GB1738_MARKER: DB = BENCH MARK DISK
 GB1738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1738_SP_SET: BRIDGE
 GB1738_STAMPING: F 228 1960
 GB1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1738
 GB1738  HISTORY     - Date     Condition        Report By
 GB1738  HISTORY     - 1960     MONUMENTED       CGS
 GB1738
 GB1738                          STATION DESCRIPTION
 GB1738
 GB1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1738'1 MI SW FROM CARTHAGE JUNCTION.
 GB1738'FROM THE STATION IN CARTHAGE JUNCTION, GO 0.95 MILES SOUTHWEST
 GB1738'ON THE TENNESSEE CENTRAL RAILROAD TO A WOOD AND CONCRETE BRIDGE
 GB1738'OVER A CREEK.  THE BENCH MARK IS 6.5 FT. WEST OF THE WEST RAIL.
 GB1738'THE DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CONCRETE
 GB1738'HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0132 ***********************************************************************
 FD0132  DESIGNATION -  F 229
 FD0132  PID         -  FD0132
 FD0132  STATE/COUNTY-  TN/COFFEE
 FD0132  USGS QUAD   -  NOAH (1976)
 FD0132
 FD0132                         *CURRENT SURVEY CONTROL
 FD0132  ___________________________________________________________________
 FD0132* NAD 83(1986)-  35 32 29.     (N)    086 10 37.     (W)     SCALED    
 FD0132* NAVD 88     -       343.810  (meters)    1127.98   (feet)  ADJUSTED  
 FD0132  ___________________________________________________________________
 FD0132  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0132  DYNAMIC HT  -         343.485 (meters)    1126.92  (feet)  COMP
 FD0132  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FD0132
 FD0132  VERT ORDER  -  SECOND    CLASS 0
 FD0132
 FD0132.The horizontal coordinates were scaled from a topographic map and have
 FD0132.an estimated accuracy of +/- 6 seconds.
 FD0132
 FD0132.The orthometric height was determined by differential leveling
 FD0132.and adjusted by the National Geodetic Survey in June 1991..
 FD0132
 FD0132.The geoid height was determined by GEOID03.
 FD0132
 FD0132.The dynamic height is computed by dividing the NAVD 88
 FD0132.geopotential number by the normal gravity value computed on the
 FD0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0132.degrees latitude (g = 980.6199 gals.).
 FD0132
 FD0132.The modeled gravity was interpolated from observed gravity values.
 FD0132
 FD0132;                    North         East    Units  Estimated Accuracy
 FD0132;SPC TN       -   134,050.      583,960.      MT  (+/- 180 meters Scaled)
 FD0132
 FD0132                          SUPERSEDED SURVEY CONTROL
 FD0132
 FD0132  NGVD 29 (??/??/92)  343.802  (m)         1127.96   (f) ADJ UNCH    2 0
 FD0132
 FD0132.Superseded values are not recommended for survey control.
 FD0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0132.See file dsdata.txt to determine how the superseded data were derived.
 FD0132
 FD0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE746333(NAD 83)
 FD0132_MARKER: DB = BENCH MARK DISK
 FD0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0132_STAMPING: F 229 1960
 FD0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0132+STABILITY: SURFACE MOTION
 FD0132
 FD0132  HISTORY     - Date     Condition        Report By
 FD0132  HISTORY     - 1960     MONUMENTED       CGS
 FD0132
 FD0132                          STATION DESCRIPTION
 FD0132
 FD0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0132'6.6 MI NW FROM MANCHESTER.
 FD0132'FROM THE COURT HOUSE IN MANCHESTER, GO 5.8 MILES NORTHWEST ON
 FD0132'U.S. HIGHWAY 41 TO THE INTERSECTION OF A GRAVELED ROAD, THEN
 FD0132'GO 0.8 MILES WEST ON THE GRAVELED ROAD TO A CEMETERY ON THE
 FD0132'NORTH SIDE OF THE ROAD.  THE BENCH MARK IS ABOUT 170 FT. NORTHEAST
 FD0132'OF THE CENTER OF INTERSTATE HIGHWAY 24, 69 FT. NORTHEAST OF THE
 FD0132'CENTER OF THE GRAVELED ROAD, 51 FT. EAST OF THE CENTER OF A
 FD0132'GATE LEADING TO A CEMETARY, 29 FT. EAST OF THE CENTER OF A
 FD0132'GRAVELED ROAD, AND 1.4 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET
 FD0132'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 7 FT.
 FD0132'ABOVE THE LEVEL OF THE GRAVELED ROAD.  NOTE-- THIS MARK IS ABOUT
 FD0132'0.9 MILE SOUTHEAST ALONG THE GRAVELED ROAD FROM HANDLE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0276 ***********************************************************************
 GD0276  DESIGNATION -  F 23 RESET
 GD0276  PID         -  GD0276
 GD0276  STATE/COUNTY-  TN/WEAKLEY
 GD0276  USGS QUAD   -  DRESDEN (1981)
 GD0276
 GD0276                         *CURRENT SURVEY CONTROL
 GD0276  ___________________________________________________________________
 GD0276* NAD 83(1986)-  36 17 20.     (N)    088 42 43.     (W)     SCALED    
 GD0276* NAVD 88     -       126.59   (+/-2cm)     415.3    (feet)  VERTCON   
 GD0276  ___________________________________________________________________
 GD0276  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0276
 GD0276  VERT ORDER  -  THIRD (See Below)
 GD0276
 GD0276.The horizontal coordinates were scaled from a topographic map and have
 GD0276.an estimated accuracy of +/- 6 seconds.
 GD0276
 GD0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0276.The vertical order pertains to the NGVD 29 superseded value.
 GD0276
 GD0276.The geoid height was determined by GEOID03.
 GD0276
 GD0276;                    North         East    Units  Estimated Accuracy
 GD0276;SPC TN       -   220,350.      356,410.      MT  (+/- 180 meters Scaled)
 GD0276
 GD0276                          SUPERSEDED SURVEY CONTROL
 GD0276
 GD0276  NGVD 29 (??/??/??)  126.61   (m)          415.4    (f) RESET       3  
 GD0276
 GD0276.Superseded values are not recommended for survey control.
 GD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0276.See file dsdata.txt to determine how the superseded data were derived.
 GD0276
 GD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF462173(NAD 83)
 GD0276_MARKER: DB = BENCH MARK DISK
 GD0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0276_STAMPING: F 23 1934 RESET 1964
 GD0276_MARK LOGO: CGS   
 GD0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0276+STABILITY: SURFACE MOTION
 GD0276
 GD0276  HISTORY     - Date     Condition        Report By
 GD0276  HISTORY     - 1964     MONUMENTED       CGS
 GD0276  HISTORY     - 1967     GOOD             CGS
 GD0276
 GD0276                          STATION DESCRIPTION
 GD0276
 GD0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GD0276'AT DRESDEN.
 GD0276'THE MARK IS AT DRESDEN, TENN. IN THE FOOTING OF THE SOUTHWEST LEG
 GD0276'OF THE MUNICIPAL WATER TANK ABOUT 2 BLOCKS WEST OF THE WEAKLEY
 GD0276'COUNTY COURTHOUSE.  THE DISK IS 100 FEET NORTH OF THE NORTH RAIL
 GD0276'OF THE NASHVILLE, CHATTANOOGA RAILROAD, 50 FEET WEST OF THE
 GD0276'APPROXIMATE CENTER OF A PAVED STREET, 1 FOOT SOUTHEAST OF THE
 GD0276'EDGE OF THE SOUTHEAST LEG OF THE WATER TANK, AND 1 FOOT NORTHWEST
 GD0276'OF THE SOUTHEAST CORNER OF THE CONCRETE FOOTING.  IT IS CEMENTED
 GD0276'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE FOOTING AND THE
 GD0276'DISK IS STAMPED F 23 1934 RESET 1964.
 GD0276
 GD0276                          STATION RECOVERY (1967)
 GD0276
 GD0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1778 ***********************************************************************
 GB1778  DESIGNATION -  F 230
 GB1778  PID         -  GB1778
 GB1778  STATE/COUNTY-  TN/PUTNAM
 GB1778  USGS QUAD   -  SILVER POINT (1981)
 GB1778
 GB1778                         *CURRENT SURVEY CONTROL
 GB1778  ___________________________________________________________________
 GB1778* NAD 83(1986)-  36 05 44.     (N)    085 43 43.     (W)     SCALED    
 GB1778* NAVD 88     -       316.392  (meters)    1038.03   (feet)  ADJUSTED  
 GB1778  ___________________________________________________________________
 GB1778  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB1778  DYNAMIC HT  -         316.109 (meters)    1037.10  (feet)  COMP
 GB1778  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GB1778
 GB1778  VERT ORDER  -  SECOND    CLASS 0
 GB1778
 GB1778.The horizontal coordinates were scaled from a topographic map and have
 GB1778.an estimated accuracy of +/- 6 seconds.
 GB1778
 GB1778.The orthometric height was determined by differential leveling
 GB1778.and adjusted by the National Geodetic Survey in June 1991..
 GB1778
 GB1778.The geoid height was determined by GEOID03.
 GB1778
 GB1778.The dynamic height is computed by dividing the NAVD 88
 GB1778.geopotential number by the normal gravity value computed on the
 GB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1778.degrees latitude (g = 980.6199 gals.).
 GB1778
 GB1778.The modeled gravity was interpolated from observed gravity values.
 GB1778
 GB1778;                    North         East    Units  Estimated Accuracy
 GB1778;SPC TN       -   195,550.      624,440.      MT  (+/- 180 meters Scaled)
 GB1778
 GB1778                          SUPERSEDED SURVEY CONTROL
 GB1778
 GB1778  NGVD 29 (??/??/92)  316.453  (m)         1038.23   (f) ADJ UNCH    2 0
 GB1778
 GB1778.Superseded values are not recommended for survey control.
 GB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1778.See file dsdata.txt to determine how the superseded data were derived.
 GB1778
 GB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE144952(NAD 83)
 GB1778_MARKER: DB = BENCH MARK DISK
 GB1778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1778_SP_SET: BRIDGE
 GB1778_STAMPING: F 230 1960
 GB1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1778
 GB1778  HISTORY     - Date     Condition        Report By
 GB1778  HISTORY     - 1960     MONUMENTED       CGS
 GB1778
 GB1778                          STATION DESCRIPTION
 GB1778
 GB1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1778'AT SILVER POINT.
 GB1778'THIS BENCH MARK IS 0.1 MILE NORTH OF THE JUNCTION OF STATE
 GB1778'HIGHWAYS 56 AND 141, IN THE SOUTHEAST CORNER OF AN OVERPASS
 GB1778'OVER INTERSTATE HIGHWAY 40, 1.3 FT. WEST OF THE NORTH-SOUTH
 GB1778'RAIL ON THE OVERPASS, 1.2 FT. NORTH OF THE SOUTH END OF THE
 GB1778'OVERPASS, AND ABOUT LEVEL WITH THE OVERPASS RAILING.  THE DISK
 GB1778'IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1839 ***********************************************************************
 GB1839  DESIGNATION -  F 231
 GB1839  PID         -  GB1839
 GB1839  STATE/COUNTY-  TN/PUTNAM
 GB1839  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1839
 GB1839                         *CURRENT SURVEY CONTROL
 GB1839  ___________________________________________________________________
 GB1839* NAD 83(1986)-  36 08 20.     (N)    085 37 20.     (W)     SCALED    
 GB1839* NAVD 88     -       311.034  (meters)    1020.45   (feet)  ADJUSTED  
 GB1839  ___________________________________________________________________
 GB1839  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1839  DYNAMIC HT  -         310.755 (meters)    1019.54  (feet)  COMP
 GB1839  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 GB1839
 GB1839  VERT ORDER  -  SECOND    CLASS 0
 GB1839
 GB1839.The horizontal coordinates were scaled from a topographic map and have
 GB1839.an estimated accuracy of +/- 6 seconds.
 GB1839
 GB1839.The orthometric height was determined by differential leveling
 GB1839.and adjusted by the National Geodetic Survey in June 1991..
 GB1839
 GB1839.The geoid height was determined by GEOID03.
 GB1839
 GB1839.The dynamic height is computed by dividing the NAVD 88
 GB1839.geopotential number by the normal gravity value computed on the
 GB1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1839.degrees latitude (g = 980.6199 gals.).
 GB1839
 GB1839.The modeled gravity was interpolated from observed gravity values.
 GB1839
 GB1839;                    North         East    Units  Estimated Accuracy
 GB1839;SPC TN       -   200,390.      634,000.      MT  (+/- 180 meters Scaled)
 GB1839
 GB1839                          SUPERSEDED SURVEY CONTROL
 GB1839
 GB1839  NGVD 29 (??/??/92)  311.099  (m)         1020.66   (f) ADJ UNCH    2 0
 GB1839
 GB1839.Superseded values are not recommended for survey control.
 GB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1839.See file dsdata.txt to determine how the superseded data were derived.
 GB1839
 GB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF239002(NAD 83)
 GB1839_MARKER: DB = BENCH MARK DISK
 GB1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1839_STAMPING: F 231 1960
 GB1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1839+STABILITY: SURFACE MOTION
 GB1839
 GB1839  HISTORY     - Date     Condition        Report By
 GB1839  HISTORY     - 1960     MONUMENTED       CGS
 GB1839
 GB1839                          STATION DESCRIPTION
 GB1839
 GB1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1839'2.1 MI SE FROM BAXTER.
 GB1839'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON STATE
 GB1839'HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN 0.5 MILE
 GB1839'SOUTH ON A GRAVELED ROAD, THEN 0.7 MILE EAST ON INTERSTATE HIGHWAY
 GB1839'40.  165 FT. NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANES
 GB1839'OF INTERSTATE HIGHWAY 40, 150 FT. WEST OF AN OAK TREE, 1 FT. SOUTH
 GB1839'OF A FENCE AND 2 FT. EAST OF A WITNESS SIGN.  THE BENCH MARK IS SET
 GB1839'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0807 ***********************************************************************
 FC0807  DESIGNATION -  F 232
 FC0807  PID         -  FC0807
 FC0807  STATE/COUNTY-  TN/CUMBERLAND
 FC0807  USGS QUAD   -  DORTON (1991)
 FC0807
 FC0807                         *CURRENT SURVEY CONTROL
 FC0807  ___________________________________________________________________
 FC0807* NAD 83(1986)-  35 54 45.     (N)    084 53 23.     (W)     SCALED    
 FC0807* NAVD 88     -       529.555  (meters)    1737.38   (feet)  ADJUSTED  
 FC0807  ___________________________________________________________________
 FC0807  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC0807  DYNAMIC HT  -         529.064 (meters)    1735.77  (feet)  COMP
 FC0807  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 FC0807
 FC0807  VERT ORDER  -  SECOND    CLASS 0
 FC0807
 FC0807.The horizontal coordinates were scaled from a topographic map and have
 FC0807.an estimated accuracy of +/- 6 seconds.
 FC0807
 FC0807.The orthometric height was determined by differential leveling
 FC0807.and adjusted by the National Geodetic Survey in June 1991..
 FC0807
 FC0807.The geoid height was determined by GEOID03.
 FC0807
 FC0807.The dynamic height is computed by dividing the NAVD 88
 FC0807.geopotential number by the normal gravity value computed on the
 FC0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0807.degrees latitude (g = 980.6199 gals.).
 FC0807
 FC0807.The modeled gravity was interpolated from observed gravity values.
 FC0807
 FC0807;                    North         East    Units  Estimated Accuracy
 FC0807;SPC TN       -   175,780.      700,210.      MT  (+/- 180 meters Scaled)
 FC0807
 FC0807                          SUPERSEDED SURVEY CONTROL
 FC0807
 FC0807  NGVD 29 (??/??/92)  529.642  (m)         1737.67   (f) ADJ UNCH    2 0
 FC0807
 FC0807.Superseded values are not recommended for survey control.
 FC0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0807.See file dsdata.txt to determine how the superseded data were derived.
 FC0807
 FC0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE904763(NAD 83)
 FC0807_MARKER: DB = BENCH MARK DISK
 FC0807_SETTING: 66 = SET IN ROCK OUTCROP
 FC0807_SP_SET: ROCK OUTCROP
 FC0807_STAMPING: F 232 1960
 FC0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0807+STABILITY: POSITION/ELEVATION WELL
 FC0807
 FC0807  HISTORY     - Date     Condition        Report By
 FC0807  HISTORY     - 1960     MONUMENTED       CGS
 FC0807
 FC0807                          STATION DESCRIPTION
 FC0807
 FC0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0807'0.7 MI W FROM CRAB ORCHARD.
 FC0807'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.7 MILE WEST ON A PAVED
 FC0807'ROAD.  THE BENCH MARK IS 60 FT. SOUTHWEST OF A POWER LINE POLE,
 FC0807'50 FT. NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD, 41 FT.
 FC0807'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 7 FT. SOUTHEAST OF A
 FC0807'25-INCH TREE, AND 2.2 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 FC0807'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FT. ABOVE
 FC0807'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0185 ***********************************************************************
 FC0185  DESIGNATION -  F 233
 FC0185  PID         -  FC0185
 FC0185  STATE/COUNTY-  TN/ROANE
 FC0185  USGS QUAD   -  CAVE CREEK (1989)
 FC0185
 FC0185                         *CURRENT SURVEY CONTROL
 FC0185  ___________________________________________________________________
 FC0185* NAD 83(1986)-  35 52 19.     (N)    084 29 03.     (W)     SCALED    
 FC0185* NAVD 88     -       277.662  (meters)     910.96   (feet)  ADJUSTED  
 FC0185  ___________________________________________________________________
 FC0185  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0185  DYNAMIC HT  -         277.405 (meters)     910.12  (feet)  COMP
 FC0185  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FC0185
 FC0185  VERT ORDER  -  SECOND    CLASS 0
 FC0185
 FC0185.The horizontal coordinates were scaled from a topographic map and have
 FC0185.an estimated accuracy of +/- 6 seconds.
 FC0185
 FC0185.The orthometric height was determined by differential leveling
 FC0185.and adjusted by the National Geodetic Survey in June 1991..
 FC0185
 FC0185.The geoid height was determined by GEOID03.
 FC0185
 FC0185.The dynamic height is computed by dividing the NAVD 88
 FC0185.geopotential number by the normal gravity value computed on the
 FC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0185.degrees latitude (g = 980.6199 gals.).
 FC0185
 FC0185.The modeled gravity was interpolated from observed gravity values.
 FC0185
 FC0185;                    North         East    Units  Estimated Accuracy
 FC0185;SPC TN       -   171,770.      736,880.      MT  (+/- 180 meters Scaled)
 FC0185
 FC0185                          SUPERSEDED SURVEY CONTROL
 FC0185
 FC0185  NGVD 29 (??/??/92)  277.773  (m)          911.33   (f) ADJ UNCH    2 0
 FC0185
 FC0185.Superseded values are not recommended for survey control.
 FC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0185.See file dsdata.txt to determine how the superseded data were derived.
 FC0185
 FC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE271726(NAD 83)
 FC0185_MARKER: DB = BENCH MARK DISK
 FC0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0185_SP_SET: CULVERT
 FC0185_STAMPING: F 233 1960
 FC0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0185
 FC0185  HISTORY     - Date     Condition        Report By
 FC0185  HISTORY     - 1960     MONUMENTED       CGS
 FC0185
 FC0185                          STATION DESCRIPTION
 FC0185
 FC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0185'2.4 MI SE FROM KINGSTON.
 FC0185'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0185'FOR 0.8 MILE, THEN 1.6 MILE SOUTHEAST ON INTERSTATE HIGHWAY 40 TO
 FC0185'A CULVERT.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 FC0185'TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER
 FC0185'THE HIGHWAY, 57 FT. EAST OF THE CENTER OF AN OVERPASS, 27 FT.
 FC0185'SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANES, AND ABOUT
 FC0185'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0225 ***********************************************************************
 FC0225  DESIGNATION -  F 234
 FC0225  PID         -  FC0225
 FC0225  STATE/COUNTY-  TN/KNOX
 FC0225  USGS QUAD   -  LOVELL (1990)
 FC0225
 FC0225                         *CURRENT SURVEY CONTROL
 FC0225  ___________________________________________________________________
 FC0225* NAD 83(1986)-  35 53 47.     (N)    084 11 05.     (W)     SCALED    
 FC0225* NAVD 88     -       309.092  (meters)    1014.08   (feet)  ADJUSTED  
 FC0225  ___________________________________________________________________
 FC0225  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0225  DYNAMIC HT  -         308.802 (meters)    1013.13  (feet)  COMP
 FC0225  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FC0225
 FC0225  VERT ORDER  -  SECOND    CLASS 0
 FC0225
 FC0225.The horizontal coordinates were scaled from a topographic map and have
 FC0225.an estimated accuracy of +/- 6 seconds.
 FC0225
 FC0225.The orthometric height was determined by differential leveling
 FC0225.and adjusted by the National Geodetic Survey in June 1991..
 FC0225
 FC0225.The geoid height was determined by GEOID03.
 FC0225
 FC0225.The dynamic height is computed by dividing the NAVD 88
 FC0225.geopotential number by the normal gravity value computed on the
 FC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0225.degrees latitude (g = 980.6199 gals.).
 FC0225
 FC0225.The modeled gravity was interpolated from observed gravity values.
 FC0225
 FC0225;                    North         East    Units  Estimated Accuracy
 FC0225;SPC TN       -   174,940.      763,870.      MT  (+/- 180 meters Scaled)
 FC0225
 FC0225                          SUPERSEDED SURVEY CONTROL
 FC0225
 FC0225  NGVD 29 (??/??/92)  309.209  (m)         1014.46   (f) ADJ UNCH    2 0
 FC0225
 FC0225.Superseded values are not recommended for survey control.
 FC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0225.See file dsdata.txt to determine how the superseded data were derived.
 FC0225
 FC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE540761(NAD 83)
 FC0225_MARKER: DB = BENCH MARK DISK
 FC0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0225_SP_SET: CULVERT
 FC0225_STAMPING: F 234 1960
 FC0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0225
 FC0225  HISTORY     - Date     Condition        Report By
 FC0225  HISTORY     - 1960     MONUMENTED       CGS
 FC0225
 FC0225                          STATION DESCRIPTION
 FC0225
 FC0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0225'7.4 MI NE FROM EATON CROSSROADS.
 FC0225'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.1 MILE
 FC0225'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0225'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0225'3.95 MILES EAST ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT
 FC0225'UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT 0.1 MILE EAST OF A
 FC0225'LARGE BARN ON THE SOUTH SIDE OF THE HIGHWAY, AND 46 FT. NORTH
 FC0225'OF THE CENTER OF THE WEST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED
 FC0225'IN A DRILL HOLE IN TOP OF THE NORTH CONCRETE HEADWALL OF THE
 FC0225'CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2444 ***********************************************************************
 GA2444  DESIGNATION -  F 235
 GA2444  PID         -  GA2444
 GA2444  STATE/COUNTY-  TN/KNOX
 GA2444  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2444
 GA2444                         *CURRENT SURVEY CONTROL
 GA2444  ___________________________________________________________________
 GA2444* NAD 83(1986)-  36 01 33.     (N)    083 59 42.     (W)     SCALED    
 GA2444* NAVD 88     -       305.946  (meters)    1003.76   (feet)  ADJUSTED  
 GA2444  ___________________________________________________________________
 GA2444  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2444  DYNAMIC HT  -         305.659 (meters)    1002.82  (feet)  COMP
 GA2444  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 GA2444
 GA2444  VERT ORDER  -  FIRST     CLASS I
 GA2444
 GA2444.The horizontal coordinates were scaled from a topographic map and have
 GA2444.an estimated accuracy of +/- 6 seconds.
 GA2444
 GA2444.The orthometric height was determined by differential leveling
 GA2444.and adjusted by the National Geodetic Survey in June 1991..
 GA2444
 GA2444.The geoid height was determined by GEOID03.
 GA2444
 GA2444.The dynamic height is computed by dividing the NAVD 88
 GA2444.geopotential number by the normal gravity value computed on the
 GA2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2444.degrees latitude (g = 980.6199 gals.).
 GA2444
 GA2444.The modeled gravity was interpolated from observed gravity values.
 GA2444
 GA2444;                    North         East    Units  Estimated Accuracy
 GA2444;SPC TN       -   189,630.      780,700.      MT  (+/- 180 meters Scaled)
 GA2444
 GA2444                          SUPERSEDED SURVEY CONTROL
 GA2444
 GA2444  NGVD 29 (??/??/92)  306.055  (m)         1004.12   (f) ADJ UNCH    1 1
 GA2444
 GA2444.Superseded values are not recommended for survey control.
 GA2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2444.See file dsdata.txt to determine how the superseded data were derived.
 GA2444
 GA2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV301909(NAD 83)
 GA2444_MARKER: DB = BENCH MARK DISK
 GA2444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2444_SP_SET: BRIDGE
 GA2444_STAMPING: F 235 1961
 GA2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2444
 GA2444  HISTORY     - Date     Condition        Report By
 GA2444  HISTORY     - 1961     MONUMENTED       CGS
 GA2444  HISTORY     - 1967     GOOD             NGS
 GA2444
 GA2444                          STATION DESCRIPTION
 GA2444
 GA2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2444'2.4 MI NW FROM INSKIP.
 GA2444'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GA2444'IN INSKIP, GO 2.2 MILES NORTHWEST ON CENTRAL AVENUE PIKE TO
 GA2444'CALLAHAN ROAD, THEN GO 0.15 MILE SOUTHWEST ON CALLAHAN ROAD
 GA2444'TO A CONCRETE BRIDGE OVER A CREEK.  THE BENCH MARK IS ABOUT
 GA2444'350 FT. NORTHEAST OF THE CENTER OF INTERSTATE HIGHWAY 75, AND
 GA2444'12 FT. NORTHWEST OF THE CENTER OF CALLAHAN ROAD.  THE DISK IS
 GA2444'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST CONCRETE
 GA2444'WINGWALL AT THE NORTHEAST END OF THE BRIDGE, AND IS ABOUT LEVEL
 GA2444'WITH THE ROAD.
 GA2444
 GA2444                          STATION RECOVERY (1967)
 GA2444
 GA2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2445 ***********************************************************************
 GA2445  DESIGNATION -  F 235 A
 GA2445  PID         -  GA2445
 GA2445  STATE/COUNTY-  TN/KNOX
 GA2445  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2445
 GA2445                         *CURRENT SURVEY CONTROL
 GA2445  ___________________________________________________________________
 GA2445* NAD 83(1986)-  36 01 33.     (N)    083 59 42.     (W)     SCALED    
 GA2445* NAVD 88     -       310.808  (meters)    1019.71   (feet)  ADJUSTED  
 GA2445  ___________________________________________________________________
 GA2445  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2445  DYNAMIC HT  -         310.517 (meters)    1018.75  (feet)  COMP
 GA2445  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 GA2445
 GA2445  VERT ORDER  -  FIRST     CLASS I
 GA2445
 GA2445.The horizontal coordinates were scaled from a topographic map and have
 GA2445.an estimated accuracy of +/- 6 seconds.
 GA2445
 GA2445.The orthometric height was determined by differential leveling
 GA2445.and adjusted by the National Geodetic Survey in June 1991..
 GA2445
 GA2445.The geoid height was determined by GEOID03.
 GA2445
 GA2445.The dynamic height is computed by dividing the NAVD 88
 GA2445.geopotential number by the normal gravity value computed on the
 GA2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2445.degrees latitude (g = 980.6199 gals.).
 GA2445
 GA2445.The modeled gravity was interpolated from observed gravity values.
 GA2445
 GA2445;                    North         East    Units  Estimated Accuracy
 GA2445;SPC TN       -   189,630.      780,700.      MT  (+/- 180 meters Scaled)
 GA2445
 GA2445                          SUPERSEDED SURVEY CONTROL
 GA2445
 GA2445  NGVD 29 (??/??/92)  310.917  (m)         1020.07   (f) ADJ UNCH    1 1
 GA2445
 GA2445.Superseded values are not recommended for survey control.
 GA2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2445.See file dsdata.txt to determine how the superseded data were derived.
 GA2445
 GA2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV301909(NAD 83)
 GA2445_MARKER: DD = SURVEY DISK
 GA2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2445_STAMPING: F 235 A 1967
 GA2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2445+STABILITY: SURFACE MOTION
 GA2445
 GA2445  HISTORY     - Date     Condition        Report By
 GA2445  HISTORY     - 1967     MONUMENTED       TNGS
 GA2445  HISTORY     - 1967     GOOD             NGS
 GA2445  HISTORY     - 1983     GOOD             TVA
 GA2445
 GA2445                          STATION DESCRIPTION
 GA2445
 GA2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2445'2.6 MI E FROM POWELL.
 GA2445'ABOUT 2.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2445'AT POWELL, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG DANTE ROAD,
 GA2445'THENCE ABOUT 0.05 MILE NORTHWEST ALONG CENTRAL AVENUE PIKE,
 GA2445'THENCE ABOUT 0.1 MILE SOUTHWEST ALONG CALLAHAN ROAD, IN THE
 GA2445'BACK YARD OF A ONE STORY WHITE FRAME HOUSE, ABOUT 75 YARDS
 GA2445'NORTHWEST OF THE NORTHWEST END OF A 20-FOOT CONCRETE BOX CULVERT
 GA2445'UNDER THE RAMP TO INTERSTATE 75, 30 FEET WEST OF THE WEST CORNER
 GA2445'OF THE HOUSE, 26 FEET EAST OF A 12-INCH BLACK WALNUT TREE, 18
 GA2445'FEET WEST OF THE NORTHWEST ONE OF TWO 30-INCH MAPLE TREES, 4.9
 GA2445'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 GA2445'CONCRETE POST FLUSH WITH THE TOP OF THE GROUND.
 GA2445
 GA2445                          STATION RECOVERY (1983)
 GA2445
 GA2445'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1983
 GA2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0558 ***********************************************************************
 GB0558  DESIGNATION -  F 236
 GB0558  PID         -  GB0558
 GB0558  STATE/COUNTY-  TN/CAMPBELL
 GB0558  USGS QUAD   -  PIONEER (1979)
 GB0558
 GB0558                         *CURRENT SURVEY CONTROL
 GB0558  ___________________________________________________________________
 GB0558* NAD 83(1986)-  36 23 13.     (N)    084 15 34.     (W)     SCALED    
 GB0558* NAVD 88     -       463.463  (meters)    1520.54   (feet)  ADJUSTED  
 GB0558  ___________________________________________________________________
 GB0558  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0558  DYNAMIC HT  -         463.050 (meters)    1519.19  (feet)  COMP
 GB0558  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 GB0558
 GB0558  VERT ORDER  -  SECOND    CLASS 0
 GB0558
 GB0558.The horizontal coordinates were scaled from a topographic map and have
 GB0558.an estimated accuracy of +/- 6 seconds.
 GB0558
 GB0558.The orthometric height was determined by differential leveling
 GB0558.and adjusted by the National Geodetic Survey in June 1991..
 GB0558
 GB0558.The geoid height was determined by GEOID03.
 GB0558
 GB0558.The dynamic height is computed by dividing the NAVD 88
 GB0558.geopotential number by the normal gravity value computed on the
 GB0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0558.degrees latitude (g = 980.6199 gals.).
 GB0558
 GB0558.The modeled gravity was interpolated from observed gravity values.
 GB0558
 GB0558;                    North         East    Units  Estimated Accuracy
 GB0558;SPC TN       -   229,240.      756,160.      MT  (+/- 180 meters Scaled)
 GB0558
 GB0558                          SUPERSEDED SURVEY CONTROL
 GB0558
 GB0558  NGVD 29 (??/??/92)  463.569  (m)         1520.89   (f) ADJ UNCH    2 0
 GB0558
 GB0558.Superseded values are not recommended for survey control.
 GB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0558.See file dsdata.txt to determine how the superseded data were derived.
 GB0558
 GB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF458303(NAD 83)
 GB0558_MARKER: DB = BENCH MARK DISK
 GB0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0558_SP_SET: BRIDGE
 GB0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0558
 GB0558  HISTORY     - Date     Condition        Report By
 GB0558  HISTORY     - 1961     MONUMENTED       CGS
 GB0558
 GB0558                          STATION DESCRIPTION
 GB0558
 GB0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0558'4.4 MI SE FROM PIONEER.
 GB0558'F 236 1961
 GB0558'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0558'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0558'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0558'1.3 MILES SOUTHEASTERLY ON A GRAVELED ROAD TO A Y JUNCTION AND A
 GB0558'SMALL CONCRETE BRIDGE.  THE BENCH MARK IS 28 FT. EAST OF THE CENTER
 GB0558'OF A GRAVELED ROAD AND 13 FT. NORTH OF THE CENTER OF A GRAVELED ROAD.
 GB0558'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE WEST END OF
 GB0558'THE NORTH CONCRETE HEADWALL OF THE BRIDGE AND IS ABOUT LEVEL WITH
 GB0558'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2134 ***********************************************************************
 FB2134  DESIGNATION -  F 237
 FB2134  PID         -  FB2134
 FB2134  STATE/COUNTY-  TN/SEVIER
 FB2134  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2134
 FB2134                         *CURRENT SURVEY CONTROL
 FB2134  ___________________________________________________________________
 FB2134* NAD 83(1986)-  35 59 01.     (N)    083 36 24.     (W)     SCALED    
 FB2134* NAVD 88     -       282.142  (meters)     925.66   (feet)  ADJUSTED  
 FB2134  ___________________________________________________________________
 FB2134  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2134  DYNAMIC HT  -         281.880 (meters)     924.80  (feet)  COMP
 FB2134  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FB2134
 FB2134  VERT ORDER  -  SECOND    CLASS 0
 FB2134
 FB2134.The horizontal coordinates were scaled from a topographic map and have
 FB2134.an estimated accuracy of +/- 6 seconds.
 FB2134
 FB2134.The orthometric height was determined by differential leveling
 FB2134.and adjusted by the National Geodetic Survey in June 1991..
 FB2134
 FB2134.The geoid height was determined by GEOID03.
 FB2134
 FB2134.The dynamic height is computed by dividing the NAVD 88
 FB2134.geopotential number by the normal gravity value computed on the
 FB2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2134.degrees latitude (g = 980.6199 gals.).
 FB2134
 FB2134.The modeled gravity was interpolated from observed gravity values.
 FB2134
 FB2134;                    North         East    Units  Estimated Accuracy
 FB2134;SPC TN       -   185,740.      815,800.      MT  (+/- 180 meters Scaled)
 FB2134
 FB2134                          SUPERSEDED SURVEY CONTROL
 FB2134
 FB2134  NGVD 29 (??/??/92)  282.303  (m)          926.19   (f) ADJ UNCH    2 0
 FB2134
 FB2134.Superseded values are not recommended for survey control.
 FB2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2134.See file dsdata.txt to determine how the superseded data were derived.
 FB2134
 FB2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV649852(NAD 83)
 FB2134_MARKER: DB = BENCH MARK DISK
 FB2134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2134_SP_SET: CULVERT
 FB2134_STAMPING: F 237 1961
 FB2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2134
 FB2134  HISTORY     - Date     Condition        Report By
 FB2134  HISTORY     - 1961     MONUMENTED       CGS
 FB2134  HISTORY     - 1972     GOOD             TVA
 FB2134
 FB2134                          STATION DESCRIPTION
 FB2134
 FB2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2134'1.2 MI E FROM KODAK.
 FB2134'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2134'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2134'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2134'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD TO THE
 FB2134'INTERSECTION OF A GRAVELED ROAD AND A CONCRETE CULVERT.  THE
 FB2134'BENCH MARK IS 14 FT. NORTH OF THE CENTER OF THE PAVED ROAD.
 FB2134'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF
 FB2134'THE NORTH CONCRETE HEADWALL OF THE CONCRETE CULVERT UNDER THE
 FB2134'PAVED ROAD AND IS ABOUT LEVEL WITH THE ROAD.
 FB2134
 FB2134                          STATION RECOVERY (1972)
 FB2134
 FB2134'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0285 ***********************************************************************
 FC0285  DESIGNATION -  F 238
 FC0285  PID         -  FC0285
 FC0285  STATE/COUNTY-  TN/LOUDON
 FC0285  USGS QUAD   -  PHILADELPHIA (1974)
 FC0285
 FC0285                         *CURRENT SURVEY CONTROL
 FC0285  ___________________________________________________________________
 FC0285* NAD 83(1986)-  35 43 05.     (N)    084 24 48.     (W)     SCALED    
 FC0285* NAVD 88     -       275.024  (meters)     902.31   (feet)  ADJUSTED  
 FC0285  ___________________________________________________________________
 FC0285  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0285  DYNAMIC HT  -         274.762 (meters)     901.45  (feet)  COMP
 FC0285  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FC0285
 FC0285  VERT ORDER  -  SECOND    CLASS 0
 FC0285
 FC0285.The horizontal coordinates were scaled from a topographic map and have
 FC0285.an estimated accuracy of +/- 6 seconds.
 FC0285
 FC0285.The orthometric height was determined by differential leveling
 FC0285.and adjusted by the National Geodetic Survey in June 1991..
 FC0285
 FC0285.The geoid height was determined by GEOID03.
 FC0285
 FC0285.The dynamic height is computed by dividing the NAVD 88
 FC0285.geopotential number by the normal gravity value computed on the
 FC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0285.degrees latitude (g = 980.6199 gals.).
 FC0285
 FC0285.The modeled gravity was interpolated from observed gravity values.
 FC0285
 FC0285;                    North         East    Units  Estimated Accuracy
 FC0285;SPC TN       -   154,800.      743,550.      MT  (+/- 180 meters Scaled)
 FC0285
 FC0285                          SUPERSEDED SURVEY CONTROL
 FC0285
 FC0285  NGVD 29 (??/??/92)  275.114  (m)          902.60   (f) ADJ UNCH    2 0
 FC0285
 FC0285.Superseded values are not recommended for survey control.
 FC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0285.See file dsdata.txt to determine how the superseded data were derived.
 FC0285
 FC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE339557(NAD 83)
 FC0285_MARKER: DB = BENCH MARK DISK
 FC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0285_STAMPING: F 238 1961
 FC0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0285+STABILITY: SURFACE MOTION
 FC0285
 FC0285  HISTORY     - Date     Condition        Report By
 FC0285  HISTORY     - 1961     MONUMENTED       CGS
 FC0285
 FC0285                          STATION DESCRIPTION
 FC0285
 FC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0285'3.6 MI NW FROM PHILADELPHIA.
 FC0285'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0285'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0285'TO A Y JUNCTION, THEN TAKE THE RIGHT FORK AND GO 2.0 MILES
 FC0285'NORTH ON A PAVED ROAD TO A T JUNCTION, THEN TURN RIGHT AND GO
 FC0285'0.2 MILE ON A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 0.1 MILE
 FC0285'WEST OF PROPOSED INTERSTATE HIGHWAY 75, 185 FT. WEST OF THE
 FC0285'CENTER ONE OF THREE POLES FOR A HIGH LINE, 23 FT. NORTH OF THE
 FC0285'CENTER OF THE GRAVELED ROAD, 2.4 FT. EAST OF A FENCE CORNER
 FC0285'POST, 0.5 FT. NORTH OF A FENCE, AND 2.4 FT. NORTHEAST OF A
 FC0285'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0285'PROJECTING 2 INCHES, AND IS ABOUT 7 FT. ABOVE THE LEVEL OF THE
 FC0285'ROAD.  NOTE-- TO REACH DRY AZ FROM THIS POINT, GO 0.2 MILE
 FC0285'WEST ON THE GRAVELED ROAD, THEN 0.6 MILE NORTH ON A PAVED ROAD
 FC0285'TO A Y JUNCTION, THEN 0.8 MILE NORTHEAST ON A PAVED ROAD TO
 FC0285'A Y JUNCTION, THEN TURN RIGHT AND GO 0.7 MILE EAST ON A
 FC0285'GRAVELED ROAD AND THE AZIMUTH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3251 ***********************************************************************
 GA3251  DESIGNATION -  F 239 RESET
 GA3251  PID         -  GA3251
 GA3251  STATE/COUNTY-  TN/JEFFERSON
 GA3251  USGS QUAD   -  WHITE PINE (1961)
 GA3251
 GA3251                         *CURRENT SURVEY CONTROL
 GA3251  ___________________________________________________________________
 GA3251* NAD 83(1986)-  36 05 03.     (N)    083 21 53.     (W)     SCALED    
 GA3251* NAVD 88     -       374.66   (meters)    1229.2    (feet)  RESET     
 GA3251  ___________________________________________________________________
 GA3251  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA3251
 GA3251  VERT ORDER  -  THIRD
 GA3251
 GA3251.The horizontal coordinates were scaled from a topographic map and have
 GA3251.an estimated accuracy of +/- 6 seconds.
 GA3251
 GA3251.The orthometric height was computed from unverified reset data.
 GA3251.No vertical observational check was made to the station.
 GA3251
 GA3251.The geoid height was determined by GEOID03.
 GA3251
 GA3251;                    North         East    Units  Estimated Accuracy
 GA3251;SPC TN       -   197,450.      837,320.      MT  (+/- 180 meters Scaled)
 GA3251
 GA3251                          SUPERSEDED SURVEY CONTROL
 GA3251
 GA3251  NGVD 29 (10/12/01)  374.81   (m)         1229.7    (f) RESET       3  
 GA3251
 GA3251.Superseded values are not recommended for survey control.
 GA3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3251.See file dsdata.txt to determine how the superseded data were derived.
 GA3251
 GA3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV870958(NAD 83)
 GA3251_MARKER: DB = BENCH MARK DISK
 GA3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3251_STAMPING: F 239 RESET 1980
 GA3251_MARK LOGO: NGS   
 GA3251_PROJECTION: FLUSH
 GA3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3251+STABILITY: SURFACE MOTION
 GA3251
 GA3251  HISTORY     - Date     Condition        Report By
 GA3251  HISTORY     - 1980     MONUMENTED       NGS
 GA3251
 GA3251                          STATION DESCRIPTION
 GA3251
 GA3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3251'7.4 MI NE FROM DANDRIDGE.
 GA3251'FROM THE JUNCTION OF STATE HIGHWAY 92 AND INTERSTATE HIGHWAY 40 AND
 GA3251'81 GO EASTERLY ON THE INTERSTATE HIGHWAY FOR 3.5 MILES TO THE JUNCTION
 GA3251'OF THEM CONTINUE EASTERLY ON HIGHWAY 81 FOR 1.7 MILES TO THE MARK
 GA3251'ON THE LEFT, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF
 GA3251'THE HIGHWAY, 1 FOOT EAST OF A FENCE CORNER, 77 FEET SOUTHEAST OF
 GA3251'POWER POLE NO 1004 93, AND 34 FEET SOUTHWEST OF A 12-INCH ASH TREE.
 GA3251'THE MARK IS 1 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0168 ***********************************************************************
 GD0168  DESIGNATION -  F 24
 GD0168  PID         -  GD0168
 GD0168  STATE/COUNTY-  TN/HENRY
 GD0168  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0168
 GD0168                         *CURRENT SURVEY CONTROL
 GD0168  ___________________________________________________________________
 GD0168* NAD 83(1986)-  36 15 57.     (N)    088 07 39.     (W)     SCALED    
 GD0168* NAVD 88     -       126.502  (meters)     415.03   (feet)  ADJUSTED  
 GD0168  ___________________________________________________________________
 GD0168  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0168  DYNAMIC HT  -         126.398 (meters)     414.69  (feet)  COMP
 GD0168  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GD0168
 GD0168  VERT ORDER  -  SECOND    CLASS 0
 GD0168
 GD0168.The horizontal coordinates were scaled from a topographic map and have
 GD0168.an estimated accuracy of +/- 6 seconds.
 GD0168
 GD0168.The orthometric height was determined by differential leveling
 GD0168.and adjusted by the National Geodetic Survey in June 1991..
 GD0168
 GD0168.The geoid height was determined by GEOID03.
 GD0168
 GD0168.The dynamic height is computed by dividing the NAVD 88
 GD0168.geopotential number by the normal gravity value computed on the
 GD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0168.degrees latitude (g = 980.6199 gals.).
 GD0168
 GD0168.The modeled gravity was interpolated from observed gravity values.
 GD0168
 GD0168;                    North         East    Units  Estimated Accuracy
 GD0168;SPC TN       -   216,490.      408,840.      MT  (+/- 180 meters Scaled)
 GD0168
 GD0168                          SUPERSEDED SURVEY CONTROL
 GD0168
 GD0168  NGVD 29 (??/??/??)  126.547  (m)          415.18   (f) ADJUSTED    2 0
 GD0168
 GD0168.Superseded values are not recommended for survey control.
 GD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0168.See file dsdata.txt to determine how the superseded data were derived.
 GD0168
 GD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF987140(NAD 83)
 GD0168_MARKER: DB = BENCH MARK DISK
 GD0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0168_STAMPING: 415.429 F 24 1934
 GD0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0168+STABILITY: SURFACE MOTION
 GD0168
 GD0168  HISTORY     - Date     Condition        Report By
 GD0168  HISTORY     - 1934     MONUMENTED       CGS
 GD0168  HISTORY     - 1952     GOOD             CGS
 GD0168  HISTORY     - 1971     GOOD             NGS
 GD0168
 GD0168                          STATION DESCRIPTION
 GD0168
 GD0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0168'1.8 MI SE FROM SPRINGVILLE.
 GD0168'1.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0168'FROM SPRINGVILLE, HENRY COUNTY, 100 YARDS SOUTHEAST OF MILEPOST
 GD0168'234, 250 YARDS SOUTHEAST OF A SMALL GENERAL STORE AT A GRAVEL
 GD0168'ROAD CROSSING, AT ANOTHER ROAD CROSSING, 12 YARDS SOUTHEAST OF
 GD0168'THE CENTERLINE OF THE ROAD, AND 7 YARDS SOUTHWEST OF THE
 GD0168'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 415.429 F 24
 GD0168'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1 FOOT
 GD0168'NORTHWEST OF STEEL POST WITH CONTROL MARKER SIGN.
 GD0168
 GD0168                          STATION RECOVERY (1971)
 GD0168
 GD0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2074 ***********************************************************************
 GA2074  DESIGNATION -  F 240
 GA2074  PID         -  GA2074
 GA2074  STATE/COUNTY-  TN/HAMBLEN
 GA2074  USGS QUAD   -  SPRINGVALE (1980)
 GA2074
 GA2074                         *CURRENT SURVEY CONTROL
 GA2074  ___________________________________________________________________
 GA2074* NAD 83(1986)-  36 11 52.     (N)    083 09 30.     (W)     SCALED    
 GA2074* NAVD 88     -       321.112  (meters)    1053.52   (feet)  ADJUSTED  
 GA2074  ___________________________________________________________________
 GA2074  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA2074  DYNAMIC HT  -         320.818 (meters)    1052.55  (feet)  COMP
 GA2074  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2074
 GA2074  VERT ORDER  -  SECOND    CLASS 0
 GA2074
 GA2074.The horizontal coordinates were scaled from a topographic map and have
 GA2074.an estimated accuracy of +/- 6 seconds.
 GA2074
 GA2074.The orthometric height was determined by differential leveling
 GA2074.and adjusted by the National Geodetic Survey in June 1991..
 GA2074
 GA2074.The geoid height was determined by GEOID03.
 GA2074
 GA2074.The dynamic height is computed by dividing the NAVD 88
 GA2074.geopotential number by the normal gravity value computed on the
 GA2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2074.degrees latitude (g = 980.6199 gals.).
 GA2074
 GA2074.The modeled gravity was interpolated from observed gravity values.
 GA2074
 GA2074;                    North         East    Units  Estimated Accuracy
 GA2074;SPC TN       -   210,570.      855,530.      MT  (+/- 180 meters Scaled)
 GA2074
 GA2074                          SUPERSEDED SURVEY CONTROL
 GA2074
 GA2074  NGVD 29 (??/??/92)  321.258  (m)         1053.99   (f) ADJ UNCH    2 0
 GA2074
 GA2074.Superseded values are not recommended for survey control.
 GA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2074.See file dsdata.txt to determine how the superseded data were derived.
 GA2074
 GA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA059080(NAD 83)
 GA2074_MARKER: DB = BENCH MARK DISK
 GA2074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2074_SP_SET: BRIDGE
 GA2074_STAMPING: F 240 1961
 GA2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2074
 GA2074  HISTORY     - Date     Condition        Report By
 GA2074  HISTORY     - 1961     MONUMENTED       CGS
 GA2074  HISTORY     - 1980     GOOD             NGS
 GA2074
 GA2074                          STATION DESCRIPTION
 GA2074
 GA2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2074'3.7 MI NE FROM LOWLAND.
 GA2074'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2074'MILES SOUTHEAST OF MORRISTOWN), GO 3.7 MILES NORTHEAST ON THE
 GA2074'SOUTHERN RAILWAY TO A BRIDGE OVER A SMALL CREEK.  THE BENCH MARK
 GA2074'IS 6.3 FT. EAST OF THE EAST RAIL, 0.7 FT. WEST OF THE EAST END
 GA2074'OF THE WINGWALL.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP
 GA2074'OF THE NORTHEAST WINGWALL OF THE BRIDGE AND IS ABOUT 1 FT. BELOW
 GA2074'THE LEVEL OF THE TRACK.
 GA2074
 GA2074                          STATION RECOVERY (1980)
 GA2074
 GA2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1384 ***********************************************************************
 FB1384  DESIGNATION -  F 241
 FB1384  PID         -  FB1384
 FB1384  STATE/COUNTY-  TN/COCKE
 FB1384  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1384
 FB1384                         *CURRENT SURVEY CONTROL
 FB1384  ___________________________________________________________________
 FB1384* NAD 83(1986)-  35 57 26.     (N)    083 16 47.     (W)     SCALED    
 FB1384* NAVD 88     -       405.901  (meters)    1331.69   (feet)  ADJUSTED  
 FB1384  ___________________________________________________________________
 FB1384  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1384  DYNAMIC HT  -         405.520 (meters)    1330.44  (feet)  COMP
 FB1384  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FB1384
 FB1384  VERT ORDER  -  SECOND    CLASS 0
 FB1384
 FB1384.The horizontal coordinates were scaled from a topographic map and have
 FB1384.an estimated accuracy of +/- 6 seconds.
 FB1384
 FB1384.The orthometric height was determined by differential leveling
 FB1384.and adjusted by the National Geodetic Survey in June 1991..
 FB1384
 FB1384.The geoid height was determined by GEOID03.
 FB1384
 FB1384.The dynamic height is computed by dividing the NAVD 88
 FB1384.geopotential number by the normal gravity value computed on the
 FB1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1384.degrees latitude (g = 980.6199 gals.).
 FB1384
 FB1384.The modeled gravity was interpolated from observed gravity values.
 FB1384
 FB1384;                    North         East    Units  Estimated Accuracy
 FB1384;SPC TN       -   183,580.      845,360.      MT  (+/- 180 meters Scaled)
 FB1384
 FB1384                          SUPERSEDED SURVEY CONTROL
 FB1384
 FB1384  NGVD 29 (??/??/92)  406.062  (m)         1332.22   (f) ADJ UNCH    2 0
 FB1384
 FB1384.Superseded values are not recommended for survey control.
 FB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1384.See file dsdata.txt to determine how the superseded data were derived.
 FB1384
 FB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV944816(NAD 83)
 FB1384_MARKER: DB = BENCH MARK DISK
 FB1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1384_STAMPING: F 241 1961
 FB1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1384+STABILITY: SURFACE MOTION
 FB1384
 FB1384  HISTORY     - Date     Condition        Report By
 FB1384  HISTORY     - 1961     MONUMENTED       CGS
 FB1384
 FB1384                          STATION DESCRIPTION
 FB1384
 FB1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1384'6.3 MI SW FROM NEWPORT.
 FB1384'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FB1384'411, (ABOUT 5 MILES WEST OF NEWPORT), GO 1.3 MILES SOUTHWEST ON
 FB1384'U.S. HIGHWAY 411.  THE BENCH MARK IS ABOUT 0.1 MILE EAST OF A
 FB1384'PHILLIPS 66 SERVICE STATION, ABOUT 250 FT. NORTHEAST OF A HOUSE,
 FB1384'ABOUT 130 FT. SOUTH OF A HOUSE ABOUT 50 FT. ABOVE THE HIGHWAY,
 FB1384'35 FT. EAST OF A POWER LINE POLE WITH GUY WIRE, 19 FT. SOUTH OF
 FB1384'THE CENTER OF U.S. HIGHWAY 411, 2 FT. SOUTH OF A FENCE, AND 2.2
 FB1384'FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1384'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 3 FT. BELOW THE
 FB1384'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0337 ***********************************************************************
 GA0337  DESIGNATION -  F 242
 GA0337  PID         -  GA0337
 GA0337  STATE/COUNTY-  TN/SULLIVAN
 GA0337  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0337
 GA0337                         *CURRENT SURVEY CONTROL
 GA0337  ___________________________________________________________________
 GA0337* NAD 83(1986)-  36 32 13.     (N)    082 19 45.     (W)     SCALED    
 GA0337* NAVD 88     -       473.270  (meters)    1552.72   (feet)  ADJUSTED  
 GA0337  ___________________________________________________________________
 GA0337  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0337  DYNAMIC HT  -         472.833 (meters)    1551.29  (feet)  COMP
 GA0337  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 GA0337
 GA0337  VERT ORDER  -  SECOND    CLASS 0
 GA0337
 GA0337.The horizontal coordinates were scaled from a topographic map and have
 GA0337.an estimated accuracy of +/- 6 seconds.
 GA0337
 GA0337.The orthometric height was determined by differential leveling
 GA0337.and adjusted by the National Geodetic Survey in June 1991..
 GA0337
 GA0337.The geoid height was determined by GEOID03.
 GA0337
 GA0337.The dynamic height is computed by dividing the NAVD 88
 GA0337.geopotential number by the normal gravity value computed on the
 GA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0337.degrees latitude (g = 980.6199 gals.).
 GA0337
 GA0337.The modeled gravity was interpolated from observed gravity values.
 GA0337
 GA0337;                    North         East    Units  Estimated Accuracy
 GA0337;SPC TN       -   250,660.      928,650.      MT  (+/- 180 meters Scaled)
 GA0337
 GA0337                          SUPERSEDED SURVEY CONTROL
 GA0337
 GA0337  NGVD 29 (??/??/92)  473.413  (m)         1553.19   (f) ADJ UNCH    2 0
 GA0337
 GA0337.Superseded values are not recommended for survey control.
 GA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0337.See file dsdata.txt to determine how the superseded data were derived.
 GA0337
 GA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA810443(NAD 83)
 GA0337_MARKER: DB = BENCH MARK DISK
 GA0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0337_STAMPING: F 242 1961
 GA0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0337+STABILITY: SURFACE MOTION
 GA0337
 GA0337  HISTORY     - Date     Condition        Report By
 GA0337  HISTORY     - 1961     MONUMENTED       CGS
 GA0337
 GA0337                          STATION DESCRIPTION
 GA0337
 GA0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0337'0.4 MI N FROM BLOUNTVILLE.
 GA0337'FROM THE POST OFFICE IN BLOUNTVILLE, GO 0.35 MILE NORTH ON A
 GA0337'PAVED ROAD.  THE BENCH MARK IS ABOUT 200 FT. NORTH OF AN
 GA0337'UNDERGROUND PIPE LINE, ABOUT 150 FT. SOUTH OF A HOUSE, 43 FT.
 GA0337'WEST OF THE CENTER OF PAVED ROAD, 10 FT. SOUTH OF THE CENTER
 GA0337'OF A PRIVATE DRIVE, 0.9 FT. SOUTH OF A FENCE, AND 2.4 FT. WEST
 GA0337'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0337'PROJECTING 2 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GA0337'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0613 ***********************************************************************
 FC0613  DESIGNATION -  F 243
 FC0613  PID         -  FC0613
 FC0613  STATE/COUNTY-  TN/BRADLEY
 FC0613  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0613
 FC0613                         *CURRENT SURVEY CONTROL
 FC0613  ___________________________________________________________________
 FC0613* NAD 83(1986)-  35 11 04.     (N)    084 54 32.     (W)     SCALED    
 FC0613* NAVD 88     -       235.838  (meters)     773.75   (feet)  ADJUSTED  
 FC0613  ___________________________________________________________________
 FC0613  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0613  DYNAMIC HT  -         235.604 (meters)     772.98  (feet)  COMP
 FC0613  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 FC0613
 FC0613  VERT ORDER  -  SECOND    CLASS 0
 FC0613
 FC0613.The horizontal coordinates were scaled from a topographic map and have
 FC0613.an estimated accuracy of +/- 6 seconds.
 FC0613
 FC0613.The orthometric height was determined by differential leveling
 FC0613.and adjusted by the National Geodetic Survey in June 1991..
 FC0613
 FC0613.The geoid height was determined by GEOID03.
 FC0613
 FC0613.The dynamic height is computed by dividing the NAVD 88
 FC0613.geopotential number by the normal gravity value computed on the
 FC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0613.degrees latitude (g = 980.6199 gals.).
 FC0613
 FC0613.The modeled gravity was interpolated from observed gravity values.
 FC0613
 FC0613;                    North         East    Units  Estimated Accuracy
 FC0613;SPC TN       -    94,990.      699,380.      MT  (+/- 180 meters Scaled)
 FC0613
 FC0613                          SUPERSEDED SURVEY CONTROL
 FC0613
 FC0613  NGVD 29 (??/??/92)  235.859  (m)          773.81   (f) ADJ UNCH    2 0
 FC0613
 FC0613.Superseded values are not recommended for survey control.
 FC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0613.See file dsdata.txt to determine how the superseded data were derived.
 FC0613
 FC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD904955(NAD 83)
 FC0613_MARKER: DB = BENCH MARK DISK
 FC0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0613_STAMPING: F 243 1961
 FC0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0613+STABILITY: SURFACE MOTION
 FC0613
 FC0613  HISTORY     - Date     Condition        Report By
 FC0613  HISTORY     - 1961     MONUMENTED       CGS
 FC0613  HISTORY     - 1967     GOOD             NGS
 FC0613
 FC0613                          STATION DESCRIPTION
 FC0613
 FC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0613'2.8 MI NW FROM CLEVELAND.
 FC0613'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON STATE
 FC0613'ROUTE 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION OF
 FC0613'GEORGETOWN PIKE AND HARRISON PIKE.  HERE CONTINUE WESTERLY
 FC0613'ON HARRISON PIKE FOR 2.25 MILE TO THE PROSPECT STORE ON THE
 FC0613'WEST SIDE OF INTERSTATE ROUTE 75, HERE TURN RIGHT ON AN OILED
 FC0613'ROAD FOR 0.1 MILE TO WHERE THE OILED ROAD BEARS LEFT AND A
 FC0613'GRAVELED ROAD CONTINUES NORTHEAST ALONG THE INTERSTATE, KEEP
 FC0613'RIGHT ON THIS GRAVELED ROAD AND GO NORTHEASTERLY FOR 0.6 MILE
 FC0613'TO THE MARK ON THE RIGHT.  IT IS 68 FEET WEST OF THE WEST CORNER
 FC0613'OF A WHITE FRAME HOUSE, 33 FEET SOUTH OF A POWERLINE POLE, 24
 FC0613'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FC0613'2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 0.6 OF A
 FC0613'FOOT NORTHWEST OF A FENCE.  IT IS A STANDARD DISK SET IN THE
 FC0613'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FC0613'5 INCHES AND THE DISK IS STAMPED F 243 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0575 ***********************************************************************
 FC0575  DESIGNATION -  F 244
 FC0575  PID         -  FC0575
 FC0575  STATE/COUNTY-  TN/MCMINN
 FC0575  USGS QUAD   -  CHARLESTON (1980)
 FC0575
 FC0575                         *CURRENT SURVEY CONTROL
 FC0575  ___________________________________________________________________
 FC0575* NAD 83(1986)-  35 18 53.     (N)    084 45 56.     (W)     SCALED    
 FC0575* NAVD 88     -       226.109  (meters)     741.83   (feet)  ADJUSTED  
 FC0575  ___________________________________________________________________
 FC0575  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0575  DYNAMIC HT  -         225.888 (meters)     741.10  (feet)  COMP
 FC0575  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FC0575
 FC0575  VERT ORDER  -  SECOND    CLASS 0
 FC0575
 FC0575.The horizontal coordinates were scaled from a topographic map and have
 FC0575.an estimated accuracy of +/- 6 seconds.
 FC0575
 FC0575.The orthometric height was determined by differential leveling
 FC0575.and adjusted by the National Geodetic Survey in June 1991..
 FC0575
 FC0575.The geoid height was determined by GEOID03.
 FC0575
 FC0575.The dynamic height is computed by dividing the NAVD 88
 FC0575.geopotential number by the normal gravity value computed on the
 FC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0575.degrees latitude (g = 980.6199 gals.).
 FC0575
 FC0575.The modeled gravity was interpolated from observed gravity values.
 FC0575
 FC0575;                    North         East    Units  Estimated Accuracy
 FC0575;SPC TN       -   109,590.      712,250.      MT  (+/- 180 meters Scaled)
 FC0575
 FC0575                          SUPERSEDED SURVEY CONTROL
 FC0575
 FC0575  NGVD 29 (??/??/92)  226.170  (m)          742.03   (f) ADJ UNCH    2 0
 FC0575
 FC0575.Superseded values are not recommended for survey control.
 FC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0575.See file dsdata.txt to determine how the superseded data were derived.
 FC0575
 FC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE031102(NAD 83)
 FC0575_MARKER: DB = BENCH MARK DISK
 FC0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0575_STAMPING: F 244 1961
 FC0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0575+STABILITY: SURFACE MOTION
 FC0575
 FC0575  HISTORY     - Date     Condition        Report By
 FC0575  HISTORY     - 1961     MONUMENTED       CGS
 FC0575
 FC0575                          STATION DESCRIPTION
 FC0575
 FC0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0575'2.3 MI N FROM CALHOUN.
 FC0575'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0575'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0575'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN LEFT
 FC0575'AND GO 1.3 MILES NORTHWEST TO A Y JUNCTION AND THE MARK ON
 FC0575'THE RIGHT, 250 FEET SOUTH OF THE Y JUNCTION, 57 FEET EAST OF
 FC0575'ROAD USED TO BACK TRAILER WITH BOAT INTO THE LAKE, 24.4 FEET
 FC0575'NORTHEAST OF CENTERLINE OF ROAD, 5.9 FEET NORTHEAST OF DRAINAGE
 FC0575'DITCH 1.6 FEET EAST OF POWER LINE POLE 22 1/2, 1.6 FEET EAST
 FC0575'OF A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FC0575'POST PROJECTING 4 INCHES AND ABOUT 2 FEET BELOW THE LEVEL OF
 FC0575'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1242 ***********************************************************************
 FC1242  DESIGNATION -  F 245
 FC1242  PID         -  FC1242
 FC1242  STATE/COUNTY-  TN/HAMILTON
 FC1242  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1242
 FC1242                         *CURRENT SURVEY CONTROL
 FC1242  ___________________________________________________________________
 FC1242* NAD 83(1986)-  35 03 09.     (N)    085 08 31.     (W)     SCALED    
 FC1242* NAVD 88     -       218.531  (meters)     716.96   (feet)  ADJUSTED  
 FC1242  ___________________________________________________________________
 FC1242  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC1242  DYNAMIC HT  -         218.313 (meters)     716.25  (feet)  COMP
 FC1242  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 FC1242
 FC1242  VERT ORDER  -  SECOND    CLASS 0
 FC1242
 FC1242.The horizontal coordinates were scaled from a topographic map and have
 FC1242.an estimated accuracy of +/- 6 seconds.
 FC1242
 FC1242.The orthometric height was determined by differential leveling
 FC1242.and adjusted by the National Geodetic Survey in June 1991..
 FC1242
 FC1242.The geoid height was determined by GEOID03.
 FC1242
 FC1242.The dynamic height is computed by dividing the NAVD 88
 FC1242.geopotential number by the normal gravity value computed on the
 FC1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1242.degrees latitude (g = 980.6199 gals.).
 FC1242
 FC1242.The modeled gravity was interpolated from observed gravity values.
 FC1242
 FC1242;                    North         East    Units  Estimated Accuracy
 FC1242;SPC TN       -    80,140.      678,280.      MT  (+/- 180 meters Scaled)
 FC1242
 FC1242                          SUPERSEDED SURVEY CONTROL
 FC1242
 FC1242  NGVD 29 (??/??/92)  218.553  (m)          717.04   (f) ADJ UNCH    2 0
 FC1242
 FC1242.Superseded values are not recommended for survey control.
 FC1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1242.See file dsdata.txt to determine how the superseded data were derived.
 FC1242
 FC1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD694804(NAD 83)
 FC1242_MARKER: DB = BENCH MARK DISK
 FC1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1242_SP_SET: CULVERT
 FC1242_STAMPING: F 245 1961
 FC1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1242
 FC1242  HISTORY     - Date     Condition        Report By
 FC1242  HISTORY     - 1961     MONUMENTED       CGS
 FC1242  HISTORY     - 1962     GOOD             NGS
 FC1242  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1242  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1242
 FC1242                          STATION DESCRIPTION
 FC1242
 FC1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1242'1.1 MI SW FROM SILVERDALE.
 FC1242'FROM THE JUNCTION OF STATE HIGHWAY 2A AND U.S. HIGHWAY 11 IN
 FC1242'THE NORTHEAST PART OF SILVERDALE GO SOUTHEAST ON STATE HIGHWAY
 FC1242'2A FOR 0.2 MILE TO THE INTERSTATE HIGHWAY, THENCE SOUTHWEST ON
 FC1242'THE INTERSTATE HIGHWAY FOR 0.9 MILES TO THE MARK ON THE LEFT,
 FC1242'CEMENTED IN A DRILLED HOLE IN THE SOUTH HEADWALL OF A CULVERT
 FC1242'UNDER THE INTERSTATE HIGHWAY, ABOUT 150 SOUTH OF THE CENTER
 FC1242'OF STANDIFER GAP ROAD, 45 FEET SOUTH OF THE EAST BOUND LANE
 FC1242'OF THE INTERSTATE HIGHWAY AND 4 FEET BELOW THE LEVEL OF THE
 FC1242'HIGHWAY.  A STANDARD DISK.
 FC1242
 FC1242                          STATION RECOVERY (1972)
 FC1242
 FC1242'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1242'MARK NOT FOUND.
 FC1242
 FC1242                          STATION RECOVERY (1983)
 FC1242
 FC1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1242'NOT RECOVERED, MAY HAVE BEEN DESTROYED BY CULVERT EXTENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1366 ***********************************************************************
 FC1366  DESIGNATION -  F 246
 FC1366  PID         -  FC1366
 FC1366  STATE/COUNTY-  TN/MARION
 FC1366  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1366
 FC1366                         *CURRENT SURVEY CONTROL
 FC1366  ___________________________________________________________________
 FC1366* NAD 83(1986)-  35 02 29.     (N)    085 40 24.     (W)     SCALED    
 FC1366* NAVD 88     -       188.275  (meters)     617.70   (feet)  ADJUSTED  
 FC1366  ___________________________________________________________________
 FC1366  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC1366  DYNAMIC HT  -         188.091 (meters)     617.10  (feet)  COMP
 FC1366  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 FC1366
 FC1366  VERT ORDER  -  SECOND    CLASS 0
 FC1366
 FC1366.The horizontal coordinates were scaled from a topographic map and have
 FC1366.an estimated accuracy of +/- 6 seconds.
 FC1366
 FC1366.The orthometric height was determined by differential leveling
 FC1366.and adjusted by the National Geodetic Survey in June 1991..
 FC1366
 FC1366.The geoid height was determined by GEOID03.
 FC1366
 FC1366.The dynamic height is computed by dividing the NAVD 88
 FC1366.geopotential number by the normal gravity value computed on the
 FC1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1366.degrees latitude (g = 980.6199 gals.).
 FC1366
 FC1366.The modeled gravity was interpolated from observed gravity values.
 FC1366
 FC1366;                    North         East    Units  Estimated Accuracy
 FC1366;SPC TN       -    78,610.      629,810.      MT  (+/- 180 meters Scaled)
 FC1366
 FC1366                          SUPERSEDED SURVEY CONTROL
 FC1366
 FC1366  NGVD 29 (??/??/92)  188.281  (m)          617.72   (f) ADJ UNCH    2 0
 FC1366
 FC1366.Superseded values are not recommended for survey control.
 FC1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1366.See file dsdata.txt to determine how the superseded data were derived.
 FC1366
 FC1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD210784(NAD 83)
 FC1366_MARKER: DB = BENCH MARK DISK
 FC1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1366_STAMPING: F 246 1962
 FC1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1366+STABILITY: SURFACE MOTION
 FC1366
 FC1366  HISTORY     - Date     Condition        Report By
 FC1366  HISTORY     - 1962     MONUMENTED       CGS
 FC1366
 FC1366                          STATION DESCRIPTION
 FC1366
 FC1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1366'3.9 MI SW FROM JASPER.
 FC1366'TO REACH THE MARK FROM THE RAILROAD STATION IN JASPER GO SOUTHWEST
 FC1366'ON THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS RAILWAY FOR 3.9 MILES
 FC1366'TO THE MARK SET AT A PRIVATE ROAD CROSSING AND NEAR THE OLD
 FC1366'KIMBALL RAILROAD STATION SITE, 390 FEET NORTHEAST OF MILEPOST
 FC1366'NUMBER 8, 43 FEET NORTH OF THE JUNCTION OF THE RAILROAD AND
 FC1366'PRIVATE ROAD, 36.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET
 FC1366'NORTHEAST OF THE CENTER OF THE PRIVATE ROAD, 2.0 FEET NORTH OF A
 FC1366'METAL WITNESS SIGN, AND 1.6 FEET NORTHWEST OF A POWER LINE POLE.
 FC1366'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, FLUSH AND
 FC1366'ABOUT LEVEL WITH THE TOP OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1812 ***********************************************************************
 GA1812  DESIGNATION -  F 247
 GA1812  PID         -  GA1812
 GA1812  STATE/COUNTY-  TN/HAMBLEN
 GA1812  USGS QUAD   -  TALBOTT (1980)
 GA1812
 GA1812                         *CURRENT SURVEY CONTROL
 GA1812  ___________________________________________________________________
 GA1812* NAD 83(1986)-  36 10 40.     (N)    083 23 30.     (W)     SCALED    
 GA1812* NAVD 88     -       410.884  (meters)    1348.04   (feet)  ADJUSTED  
 GA1812  ___________________________________________________________________
 GA1812  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1812  DYNAMIC HT  -         410.507 (meters)    1346.81  (feet)  COMP
 GA1812  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA1812
 GA1812  VERT ORDER  -  FIRST     CLASS I
 GA1812
 GA1812.The horizontal coordinates were scaled from a topographic map and have
 GA1812.an estimated accuracy of +/- 6 seconds.
 GA1812
 GA1812.The orthometric height was determined by differential leveling
 GA1812.and adjusted by the National Geodetic Survey in June 1991..
 GA1812
 GA1812.The geoid height was determined by GEOID03.
 GA1812
 GA1812.The dynamic height is computed by dividing the NAVD 88
 GA1812.geopotential number by the normal gravity value computed on the
 GA1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1812.degrees latitude (g = 980.6199 gals.).
 GA1812
 GA1812.The modeled gravity was interpolated from observed gravity values.
 GA1812
 GA1812;                    North         East    Units  Estimated Accuracy
 GA1812;SPC TN       -   207,770.      834,610.      MT  (+/- 180 meters Scaled)
 GA1812
 GA1812                          SUPERSEDED SURVEY CONTROL
 GA1812
 GA1812  NGVD 29 (??/??/92)  411.011  (m)         1348.46   (f) ADJ UNCH    1 1
 GA1812
 GA1812.Superseded values are not recommended for survey control.
 GA1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1812.See file dsdata.txt to determine how the superseded data were derived.
 GA1812
 GA1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA849063(NAD 83)
 GA1812_MARKER: DB = BENCH MARK DISK
 GA1812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1812_SP_SET: BUILDING
 GA1812_STAMPING: F 247 1967
 GA1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1812
 GA1812  HISTORY     - Date     Condition        Report By
 GA1812  HISTORY     - 1967     MONUMENTED       CGS
 GA1812
 GA1812                          STATION DESCRIPTION
 GA1812
 GA1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1812'5.9 MI W FROM MORRISTOWN.
 GA1812'ABOUT 5.9 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1812'AT MORRISTOWN, ABOUT 125 YARDS SOUTH OF THE CENTER LINE OF THE
 GA1812'HIGHWAY, SET VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST
 GA1812'CORNER OF THE ALPHA SCHOOL, 57 FEET NORTHEAST OF THE CENTER LINE
 GA1812'OF A ROAD, 3.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING
 GA1812'AND 2.3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2215 ***********************************************************************
 GA2215  DESIGNATION -  F 248
 GA2215  PID         -  GA2215
 GA2215  STATE/COUNTY-  TN/KNOX
 GA2215  USGS QUAD   -  MASCOT (1987)
 GA2215
 GA2215                         *CURRENT SURVEY CONTROL
 GA2215  ___________________________________________________________________
 GA2215* NAD 83(1986)-  36 04 02.     (N)    083 43 22.     (W)     SCALED    
 GA2215* NAVD 88     -       283.148  (meters)     928.96   (feet)  ADJUSTED  
 GA2215  ___________________________________________________________________
 GA2215  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2215  DYNAMIC HT  -         282.888 (meters)     928.11  (feet)  COMP
 GA2215  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2215
 GA2215  VERT ORDER  -  FIRST     CLASS I
 GA2215
 GA2215.The horizontal coordinates were scaled from a topographic map and have
 GA2215.an estimated accuracy of +/- 6 seconds.
 GA2215
 GA2215.The orthometric height was determined by differential leveling
 GA2215.and adjusted by the National Geodetic Survey in June 1991..
 GA2215
 GA2215.The geoid height was determined by GEOID03.
 GA2215
 GA2215.The dynamic height is computed by dividing the NAVD 88
 GA2215.geopotential number by the normal gravity value computed on the
 GA2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2215.degrees latitude (g = 980.6199 gals.).
 GA2215
 GA2215.The modeled gravity was interpolated from observed gravity values.
 GA2215
 GA2215;                    North         East    Units  Estimated Accuracy
 GA2215;SPC TN       -   194,760.      805,120.      MT  (+/- 180 meters Scaled)
 GA2215
 GA2215                          SUPERSEDED SURVEY CONTROL
 GA2215
 GA2215  NGVD 29 (??/??/92)  283.276  (m)          929.38   (f) ADJ UNCH    1 1
 GA2215
 GA2215.Superseded values are not recommended for survey control.
 GA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2215.See file dsdata.txt to determine how the superseded data were derived.
 GA2215
 GA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV547948(NAD 83)
 GA2215_MARKER: DB = BENCH MARK DISK
 GA2215_SETTING: 66 = SET IN ROCK OUTCROP
 GA2215_SP_SET: ROCK CUT
 GA2215_STAMPING: F 248 1967
 GA2215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2215+STABILITY: POSITION/ELEVATION WELL
 GA2215
 GA2215  HISTORY     - Date     Condition        Report By
 GA2215  HISTORY     - 1967     MONUMENTED       CGS
 GA2215
 GA2215                          STATION DESCRIPTION
 GA2215
 GA2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2215'0.8 MI E FROM MASCOT.
 GA2215'ABOUT 0.8 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2215'CHURCH AT MASCOT, ABOUT 0.1 MILE EAST OF A BLACK TOP ROAD
 GA2215'INTERSECTION, SET ON THE TOP OF AND NEAR THE WEST END OF A ROCK
 GA2215'CUT WHICH IS ABOUT 0.2 MILE LONG AND 25 FEET HIGH AT THE HIGHEST
 GA2215'POINT, 28 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 GA2215'EAST OF THE WEST END OF THE ROCK AND 5 FEET ABOVE THE LEVEL OF THE
 GA2215'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1933 ***********************************************************************
 FB1933  DESIGNATION -  F 249
 FB1933  PID         -  FB1933
 FB1933  STATE/COUNTY-  TN/KNOX
 FB1933  USGS QUAD   -  KNOXVILLE (1978)
 FB1933
 FB1933                         *CURRENT SURVEY CONTROL
 FB1933  ___________________________________________________________________
 FB1933* NAD 83(1986)-  35 59 51.     (N)    083 57 14.     (W)     SCALED    
 FB1933* NAVD 88     -       304.199  (meters)     998.03   (feet)  ADJUSTED  
 FB1933  ___________________________________________________________________
 FB1933  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1933  DYNAMIC HT  -         303.917 (meters)     997.10  (feet)  COMP
 FB1933  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FB1933
 FB1933  VERT ORDER  -  FIRST     CLASS I
 FB1933
 FB1933.The horizontal coordinates were scaled from a topographic map and have
 FB1933.an estimated accuracy of +/- 6 seconds.
 FB1933
 FB1933.The orthometric height was determined by differential leveling
 FB1933.and adjusted by the National Geodetic Survey in June 1991..
 FB1933
 FB1933.The geoid height was determined by GEOID03.
 FB1933
 FB1933.The dynamic height is computed by dividing the NAVD 88
 FB1933.geopotential number by the normal gravity value computed on the
 FB1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1933.degrees latitude (g = 980.6199 gals.).
 FB1933
 FB1933.The modeled gravity was interpolated from observed gravity values.
 FB1933
 FB1933;                    North         East    Units  Estimated Accuracy
 FB1933;SPC TN       -   186,570.      784,470.      MT  (+/- 180 meters Scaled)
 FB1933
 FB1933                          SUPERSEDED SURVEY CONTROL
 FB1933
 FB1933  NGVD 29 (??/??/92)  304.324  (m)          998.44   (f) ADJ UNCH    1 1
 FB1933
 FB1933.Superseded values are not recommended for survey control.
 FB1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1933.See file dsdata.txt to determine how the superseded data were derived.
 FB1933
 FB1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV337877(NAD 83)
 FB1933_MARKER: DB = BENCH MARK DISK
 FB1933_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1933_STAMPING: F 249 1967
 FB1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1933
 FB1933  HISTORY     - Date     Condition        Report By
 FB1933  HISTORY     - 1967     MONUMENTED       CGS
 FB1933
 FB1933                          STATION DESCRIPTION
 FB1933
 FB1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1933'2.9 MI NW FROM KNOXVILLE.
 FB1933'ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1933'STATION AT KNOXVILLE, ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 3,
 FB1933'ABOUT 39 YARDS NORTHWEST OF THE NORTHWEST END OF A CURVE, SET
 FB1933'IN THE TOP OF A NOTCH CUT OUT IN THE SOUTHWEST FACE OF A ROCK
 FB1933'THAT IS ABOUT 6 FEET LONG AND 3 FEET HIGH, 10.3 FEET NORTHEAST
 FB1933'OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1422 ***********************************************************************
 GC1422  DESIGNATION -  F 25
 GC1422  PID         -  GC1422
 GC1422  STATE/COUNTY-  TN/MONTGOMERY
 GC1422  USGS QUAD   -  PALMYRA (1983)
 GC1422
 GC1422                         *CURRENT SURVEY CONTROL
 GC1422  ___________________________________________________________________
 GC1422* NAD 83(1986)-  36 26 22.     (N)    087 29 09.     (W)     SCALED    
 GC1422* NAVD 88     -       118.193  (meters)     387.77   (feet)  ADJUSTED  
 GC1422  ___________________________________________________________________
 GC1422  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1422  DYNAMIC HT  -         118.093 (meters)     387.44  (feet)  COMP
 GC1422  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GC1422
 GC1422  VERT ORDER  -  SECOND    CLASS 0
 GC1422
 GC1422.The horizontal coordinates were scaled from a topographic map and have
 GC1422.an estimated accuracy of +/- 6 seconds.
 GC1422
 GC1422.The orthometric height was determined by differential leveling
 GC1422.and adjusted by the National Geodetic Survey in June 1991..
 GC1422
 GC1422.The geoid height was determined by GEOID03.
 GC1422
 GC1422.The dynamic height is computed by dividing the NAVD 88
 GC1422.geopotential number by the normal gravity value computed on the
 GC1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1422.degrees latitude (g = 980.6199 gals.).
 GC1422
 GC1422.The modeled gravity was interpolated from observed gravity values.
 GC1422
 GC1422;                    North         East    Units  Estimated Accuracy
 GC1422;SPC TN       -   234,690.      466,780.      MT  (+/- 180 meters Scaled)
 GC1422
 GC1422                          SUPERSEDED SURVEY CONTROL
 GC1422
 GC1422  NGVD 29 (??/??/92)  118.250  (m)          387.96   (f) ADJ UNCH    2 0
 GC1422
 GC1422.Superseded values are not recommended for survey control.
 GC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1422.See file dsdata.txt to determine how the superseded data were derived.
 GC1422
 GC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF564328(NAD 83)
 GC1422_MARKER: DB = BENCH MARK DISK
 GC1422_SETTING: 39 = SET IN A TUNNEL
 GC1422_SP_SET: CONCRETE PORTAL OF A TUNNEL
 GC1422_STAMPING: F 25 1934
 GC1422_MARK LOGO: CGS   
 GC1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1422+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 GC1422
 GC1422  HISTORY     - Date     Condition        Report By
 GC1422  HISTORY     - 1934     MONUMENTED       CGS
 GC1422  HISTORY     - 19870616 GOOD             LOCENG
 GC1422
 GC1422                          STATION DESCRIPTION
 GC1422
 GC1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1422'AT PALMYRA.
 GC1422'AT PALMYRA, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1422'RAILROAD, 110 YARDS WEST OF THE STATION, 225 YARDS EAST OF
 GC1422'MILEPOST 189, IN THE EAST CONCRETE PORTAL OF A TUNNEL, 3 YARDS
 GC1422'NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET ABOVE THE
 GC1422'GROUND.  A STANDARD DISK, STAMPED F 25 1934 AND SET VERTICALLY.
 GC1422
 GC1422                          STATION RECOVERY (1987)
 GC1422
 GC1422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0865 ***********************************************************************
 GB0865  DESIGNATION -  F 250
 GB0865  PID         -  GB0865
 GB0865  STATE/COUNTY-  TN/MORGAN
 GB0865  USGS QUAD   -  LANCING (1984)
 GB0865
 GB0865                         *CURRENT SURVEY CONTROL
 GB0865  ___________________________________________________________________
 GB0865* NAD 83(1986)-  36 05 03.     (N)    084 38 31.     (W)     SCALED    
 GB0865* NAVD 88     -       302.112  (meters)     991.18   (feet)  ADJUSTED  
 GB0865  ___________________________________________________________________
 GB0865  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB0865  DYNAMIC HT  -         301.840 (meters)     990.29  (feet)  COMP
 GB0865  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 GB0865
 GB0865  VERT ORDER  -  FIRST     CLASS I
 GB0865
 GB0865.The horizontal coordinates were scaled from a topographic map and have
 GB0865.an estimated accuracy of +/- 6 seconds.
 GB0865
 GB0865.The orthometric height was determined by differential leveling
 GB0865.and adjusted by the National Geodetic Survey in June 1991..
 GB0865
 GB0865.The geoid height was determined by GEOID03.
 GB0865
 GB0865.The dynamic height is computed by dividing the NAVD 88
 GB0865.geopotential number by the normal gravity value computed on the
 GB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0865.degrees latitude (g = 980.6199 gals.).
 GB0865
 GB0865.The modeled gravity was interpolated from observed gravity values.
 GB0865
 GB0865;                    North         East    Units  Estimated Accuracy
 GB0865;SPC TN       -   195,100.      722,310.      MT  (+/- 180 meters Scaled)
 GB0865
 GB0865                          SUPERSEDED SURVEY CONTROL
 GB0865
 GB0865  NGVD 29 (??/??/92)  302.228  (m)          991.56   (f) ADJ UNCH    1 1
 GB0865
 GB0865.Superseded values are not recommended for survey control.
 GB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0865.See file dsdata.txt to determine how the superseded data were derived.
 GB0865
 GB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE123958(NAD 83)
 GB0865_MARKER: DB = BENCH MARK DISK
 GB0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0865_SP_SET: TUNNEL
 GB0865_STAMPING: F 250 1968
 GB0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0865
 GB0865  HISTORY     - Date     Condition        Report By
 GB0865  HISTORY     - 1968     MONUMENTED       CGS
 GB0865
 GB0865                          STATION DESCRIPTION
 GB0865
 GB0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0865'3.2 MI S FROM LANCING.
 GB0865'ABOUT 3.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0865'AT LANCING, 0.35 MILE SOUTH OF MILEPOST 244, SET IN THE TOP OF A
 GB0865'6-INCH CONCRETE LEDGE AT THE BASE OF THE WEST WALL OF A TUNNEL, 3
 GB0865'INCHES EAST OF THE WEST WALL OF THE TUNNEL, 8.5 FEET SOUTH OF
 GB0865'THE NORTH END OF THE TUNNEL, 3.0 FEET SOUTH OF THE NORTH END OF
 GB0865'THE LEDGE, 9 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, AND ABOUT
 GB0865'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1033 ***********************************************************************
 GD1033  DESIGNATION -  F 251
 GD1033  PID         -  GD1033
 GD1033  STATE/COUNTY-  TN/LAKE
 GD1033  USGS QUAD   -  TENNEMO (1983)
 GD1033
 GD1033                         *CURRENT SURVEY CONTROL
 GD1033  ___________________________________________________________________
 GD1033* NAD 83(1986)-  36 13 42.     (N)    089 31 26.     (W)     SCALED    
 GD1033* NAVD 88     -        84.517  (meters)     277.29   (feet)  ADJUSTED  
 GD1033  ___________________________________________________________________
 GD1033  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1033  DYNAMIC HT  -          84.447 (meters)     277.06  (feet)  COMP
 GD1033  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GD1033
 GD1033  VERT ORDER  -  FIRST     CLASS I
 GD1033
 GD1033.The horizontal coordinates were scaled from a topographic map and have
 GD1033.an estimated accuracy of +/- 6 seconds.
 GD1033
 GD1033.The orthometric height was determined by differential leveling
 GD1033.and adjusted by the National Geodetic Survey in June 1991..
 GD1033
 GD1033.The geoid height was determined by GEOID03.
 GD1033
 GD1033.The dynamic height is computed by dividing the NAVD 88
 GD1033.geopotential number by the normal gravity value computed on the
 GD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1033.degrees latitude (g = 980.6199 gals.).
 GD1033
 GD1033.The modeled gravity was interpolated from observed gravity values.
 GD1033
 GD1033;                    North         East    Units  Estimated Accuracy
 GD1033;SPC TN       -   215,950.      283,270.      MT  (+/- 180 meters Scaled)
 GD1033
 GD1033                          SUPERSEDED SURVEY CONTROL
 GD1033
 GD1033  NGVD 29 (??/??/??)   84.438  (m)          277.03   (f) ADJUSTED    1 1
 GD1033
 GD1033.Superseded values are not recommended for survey control.
 GD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1033.See file dsdata.txt to determine how the superseded data were derived.
 GD1033
 GD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731122(NAD 83)
 GD1033_MARKER: DB = BENCH MARK DISK
 GD1033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1033+WITH SETTING: INTO GROUND
 GD1033_SP_SET: METAL ROD WITH BASE PLATE
 GD1033_STAMPING: F 251 1976
 GD1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1033+STABILITY: SURFACE MOTION
 GD1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1033+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 GD1033
 GD1033  HISTORY     - Date     Condition        Report By
 GD1033  HISTORY     - 1976     MONUMENTED       NGS
 GD1033  HISTORY     - 20020720 GOOD             USACE
 GD1033
 GD1033                          STATION DESCRIPTION
 GD1033
 GD1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1033'5.6 MI SW FROM RIDGELY.
 GD1033'2.0 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1033'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 3.6 MILES
 GD1033'WEST ALONG STATE HIGHWAY 79, AT THE SOUTHEAST CORNER OF A COTTON-
 GD1033'WOOD GROVE, 92 FEET SOUTHEAST OF THE CENTERLINE OF THE JUNCTION
 GD1033'OF GRANEL ROAD, 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND
 GD1033'1.9 FEET SOUTH OF A POWERLINE POLE.
 GD1033
 GD1033                          STATION RECOVERY (2002)
 GD1033
 GD1033'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0447 ***********************************************************************
 FC0447  DESIGNATION -  F 256
 FC0447  PID         -  FC0447
 FC0447  STATE/COUNTY-  TN/BRADLEY
 FC0447  USGS QUAD   -  MC DONALD (1976)
 FC0447
 FC0447                         *CURRENT SURVEY CONTROL
 FC0447  ___________________________________________________________________
 FC0447* NAD 83(1986)-  35 05 07.     (N)    084 54 29.     (W)     SCALED    
 FC0447* NAVD 88     -       272.764  (meters)     894.89   (feet)  ADJUSTED  
 FC0447  ___________________________________________________________________
 FC0447  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0447  DYNAMIC HT  -         272.493 (meters)     894.00  (feet)  COMP
 FC0447  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC0447
 FC0447  VERT ORDER  -  FIRST     CLASS I
 FC0447
 FC0447.The horizontal coordinates were scaled from a topographic map and have
 FC0447.an estimated accuracy of +/- 6 seconds.
 FC0447
 FC0447.The orthometric height was determined by differential leveling
 FC0447.and adjusted by the National Geodetic Survey in June 1991..
 FC0447
 FC0447.The geoid height was determined by GEOID03.
 FC0447
 FC0447.The dynamic height is computed by dividing the NAVD 88
 FC0447.geopotential number by the normal gravity value computed on the
 FC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0447.degrees latitude (g = 980.6199 gals.).
 FC0447
 FC0447.The modeled gravity was interpolated from observed gravity values.
 FC0447
 FC0447;                    North         East    Units  Estimated Accuracy
 FC0447;SPC TN       -    83,990.      699,580.      MT  (+/- 180 meters Scaled)
 FC0447
 FC0447                          SUPERSEDED SURVEY CONTROL
 FC0447
 FC0447  NGVD 29 (??/??/92)  272.762  (m)          894.89   (f) ADJ UNCH    1 1
 FC0447
 FC0447.Superseded values are not recommended for survey control.
 FC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0447.See file dsdata.txt to determine how the superseded data were derived.
 FC0447
 FC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD907845(NAD 83)
 FC0447_MARKER: DB = BENCH MARK DISK
 FC0447_SETTING: 66 = SET IN ROCK OUTCROP
 FC0447_SP_SET: SET IN ROCK OUTCROP
 FC0447_STAMPING: F 256 1968
 FC0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0447+STABILITY: POSITION/ELEVATION WELL
 FC0447
 FC0447  HISTORY     - Date     Condition        Report By
 FC0447  HISTORY     - 1968     MONUMENTED       CGS
 FC0447
 FC0447                          STATION DESCRIPTION
 FC0447
 FC0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0447'5.1 MI SW FROM CLEVELAND.
 FC0447'ABOUT 5.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0447'STATION AT CLEVELAND, AT BLUE SPRINGS, ABOUT 0.1 MILE SOUTH ALONG
 FC0447'A BLACKTOP ROAD FROM WHERE IT CROSSES THE TRACK, ABOUT 55 YARDS
 FC0447'SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 5, SET VERTICALLY
 FC0447'IN THE NORTHWEST FACE OF AND NEAR THE SOUTHWEST END OF A ROCK
 FC0447'LEDGE THAT IS ABOUT 30 FEET LONG AND 5 FEET HIGH AT THE HIGHEST
 FC0447'POINT, 141 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 26 1/2 FEET
 FC0447'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE
 FC0447'THE LEVEL OF THE GROUND, ABOUT 1/2 FOOT BELOW THE TOP OF THE
 FC0447'ROCK AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0417 ***********************************************************************
 FC0417  DESIGNATION -  F 257
 FC0417  PID         -  FC0417
 FC0417  STATE/COUNTY-  TN/MCMINN
 FC0417  USGS QUAD   -  CALHOUN (1980)
 FC0417
 FC0417                         *CURRENT SURVEY CONTROL
 FC0417  ___________________________________________________________________
 FC0417* NAD 83(1986)-  35 19 24.     (N)    084 43 58.     (W)     SCALED    
 FC0417* NAVD 88     -       238.852  (meters)     783.63   (feet)  ADJUSTED  
 FC0417  ___________________________________________________________________
 FC0417  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC0417  DYNAMIC HT  -         238.619 (meters)     782.87  (feet)  COMP
 FC0417  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 FC0417
 FC0417  VERT ORDER  -  FIRST     CLASS I
 FC0417
 FC0417.The horizontal coordinates were scaled from a topographic map and have
 FC0417.an estimated accuracy of +/- 6 seconds.
 FC0417
 FC0417.The orthometric height was determined by differential leveling
 FC0417.and adjusted by the National Geodetic Survey in June 1991..
 FC0417
 FC0417.The geoid height was determined by GEOID03.
 FC0417
 FC0417.The dynamic height is computed by dividing the NAVD 88
 FC0417.geopotential number by the normal gravity value computed on the
 FC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0417.degrees latitude (g = 980.6199 gals.).
 FC0417
 FC0417.The modeled gravity was interpolated from observed gravity values.
 FC0417
 FC0417;                    North         East    Units  Estimated Accuracy
 FC0417;SPC TN       -   110,590.      715,220.      MT  (+/- 180 meters Scaled)
 FC0417
 FC0417                          SUPERSEDED SURVEY CONTROL
 FC0417
 FC0417  NGVD 29 (??/??/92)  238.891  (m)          783.76   (f) ADJ UNCH    1 1
 FC0417
 FC0417.Superseded values are not recommended for survey control.
 FC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0417.See file dsdata.txt to determine how the superseded data were derived.
 FC0417
 FC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE060112(NAD 83)
 FC0417_MARKER: DB = BENCH MARK DISK
 FC0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0417_STAMPING: F 257 1968
 FC0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0417+STABILITY: SURFACE MOTION
 FC0417
 FC0417  HISTORY     - Date     Condition        Report By
 FC0417  HISTORY     - 1968     MONUMENTED       CGS
 FC0417
 FC0417                          STATION DESCRIPTION
 FC0417
 FC0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0417'2.5 MI NE FROM CALHOUN.
 FC0417'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0417'END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT CALHOUN, ABOUT
 FC0417'0.1 MILE NORTHEAST OF THE SOUTHERN RAILWAYS MILEPOST 198, 59
 FC0417'FEET WEST OF THE CENTER OF THE CROSSING OF THE TRACK AND A PRIVATE
 FC0417'ROAD, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 43 FEET
 FC0417'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET NORTHWEST
 FC0417'OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 1.5 FEET NORTHEAST
 FC0417'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 1
 FC0417'FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FC0417'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0436 ***********************************************************************
 FC0436  DESIGNATION -  F 258
 FC0436  PID         -  FC0436
 FC0436  STATE/COUNTY-  TN/MCMINN
 FC0436  USGS QUAD   -  ATHENS (1990)
 FC0436
 FC0436                         *CURRENT SURVEY CONTROL
 FC0436  ___________________________________________________________________
 FC0436* NAD 83(1986)-  35 26 30.     (N)    084 36 25.     (W)     SCALED    
 FC0436* NAVD 88     -       291.167  (meters)     955.27   (feet)  ADJUSTED  
 FC0436  ___________________________________________________________________
 FC0436  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0436  DYNAMIC HT  -         290.884 (meters)     954.34  (feet)  COMP
 FC0436  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC0436
 FC0436  VERT ORDER  -  FIRST     CLASS I
 FC0436
 FC0436.The horizontal coordinates were scaled from a topographic map and have
 FC0436.an estimated accuracy of +/- 6 seconds.
 FC0436
 FC0436.The orthometric height was determined by differential leveling
 FC0436.and adjusted by the National Geodetic Survey in June 1991..
 FC0436
 FC0436.The geoid height was determined by GEOID03.
 FC0436
 FC0436.The dynamic height is computed by dividing the NAVD 88
 FC0436.geopotential number by the normal gravity value computed on the
 FC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0436.degrees latitude (g = 980.6199 gals.).
 FC0436
 FC0436.The modeled gravity was interpolated from observed gravity values.
 FC0436
 FC0436;                    North         East    Units  Estimated Accuracy
 FC0436;SPC TN       -   123,870.      726,480.      MT  (+/- 180 meters Scaled)
 FC0436
 FC0436                          SUPERSEDED SURVEY CONTROL
 FC0436
 FC0436  NGVD 29 (??/??/92)  291.217  (m)          955.43   (f) ADJ UNCH    1 1
 FC0436
 FC0436.Superseded values are not recommended for survey control.
 FC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0436.See file dsdata.txt to determine how the superseded data were derived.
 FC0436
 FC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE172246(NAD 83)
 FC0436_MARKER: DB = BENCH MARK DISK
 FC0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0436_SP_SET: COPPER-CLAD STEEL ROD
 FC0436_STAMPING: F 258 1968
 FC0436_PROJECTION: PROJECTING 10 CENTIMETERS
 FC0436_MAGNETIC: I = MARKER IS A STEEL ROD
 FC0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0436+STABILITY: POSITION/ELEVATION WELL
 FC0436_ROD/PIPE-DEPTH: 7.3  meters
 FC0436
 FC0436  HISTORY     - Date     Condition        Report By
 FC0436  HISTORY     - 1968     MONUMENTED       CGS
 FC0436
 FC0436                          STATION DESCRIPTION
 FC0436
 FC0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0436'0.8 MI SW FROM ATHENS.
 FC0436'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0436'STATION AT ATHENS, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 187, ABOUT
 FC0436'0.1 MILE NORTH ALONG A BLACKTOP ROAD FROM THE EPPERSON HOSPITAL,
 FC0436'39 1/2 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE ROAD
 FC0436'AND THE TRACK, 33 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FC0436'26.9 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET EAST OF A POWER
 FC0436'POLE AND IS IN LINE WITH THE POLES, 1.2 FEET WEST OF A METAL
 FC0436'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 FC0436'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING  2 INCHES
 FC0436'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH METAL
 FC0436'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 FC0436'ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0033 ***********************************************************************
 FC0033  DESIGNATION -  F 259
 FC0033  PID         -  FC0033
 FC0033  STATE/COUNTY-  TN/LOUDON
 FC0033  USGS QUAD   -  PHILADELPHIA (1974)
 FC0033
 FC0033                         *CURRENT SURVEY CONTROL
 FC0033  ___________________________________________________________________
 FC0033* NAD 83(1986)-  35 41 31.     (N)    084 23 09.     (W)     SCALED    
 FC0033* NAVD 88     -       259.879  (meters)     852.62   (feet)  ADJUSTED  
 FC0033  ___________________________________________________________________
 FC0033  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0033  DYNAMIC HT  -         259.630 (meters)     851.80  (feet)  COMP
 FC0033  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 FC0033
 FC0033  VERT ORDER  -  FIRST     CLASS I
 FC0033
 FC0033.The horizontal coordinates were scaled from a topographic map and have
 FC0033.an estimated accuracy of +/- 6 seconds.
 FC0033
 FC0033.The orthometric height was determined by differential leveling
 FC0033.and adjusted by the National Geodetic Survey in June 1991..
 FC0033
 FC0033.The geoid height was determined by GEOID03.
 FC0033
 FC0033.The dynamic height is computed by dividing the NAVD 88
 FC0033.geopotential number by the normal gravity value computed on the
 FC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0033.degrees latitude (g = 980.6199 gals.).
 FC0033
 FC0033.The modeled gravity was interpolated from observed gravity values.
 FC0033
 FC0033;                    North         East    Units  Estimated Accuracy
 FC0033;SPC TN       -   151,940.      746,090.      MT  (+/- 180 meters Scaled)
 FC0033
 FC0033                          SUPERSEDED SURVEY CONTROL
 FC0033
 FC0033  NGVD 29 (??/??/92)  259.965  (m)          852.90   (f) ADJ UNCH    1 1
 FC0033
 FC0033.Superseded values are not recommended for survey control.
 FC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0033.See file dsdata.txt to determine how the superseded data were derived.
 FC0033
 FC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE365529(NAD 83)
 FC0033_MARKER: DB = BENCH MARK DISK
 FC0033_SETTING: 66 = SET IN ROCK OUTCROP
 FC0033_SP_SET: OUTCROP
 FC0033_STAMPING: F 259 1968
 FC0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0033+STABILITY: POSITION/ELEVATION WELL
 FC0033
 FC0033  HISTORY     - Date     Condition        Report By
 FC0033  HISTORY     - 1968     MONUMENTED       CGS
 FC0033
 FC0033                          STATION DESCRIPTION
 FC0033
 FC0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0033'1 MI NE FROM PHILADELPHIA.
 FC0033'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0033'MOTEL AT PHILADELPHIA, ALSO ABOUT 1.4 MILES NORTHEAST ALONG THE
 FC0033'SOUTHERN RAILWAY FROM THE FIRST BAPTIST CHURCH AT PHILADELPHIA,
 FC0033'THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED ROAD, APPROXIMATELY
 FC0033'UNDER THE CENTER OF A STEEL POWER LINE TOWER, SET IN THE TOP OF A
 FC0033'ROCK OUTCROP THAT IS ABOUT 125 FEET LONG BY 10 FEET WIDE AND
 FC0033'PROJECTS ABOUT 2 FEET, 42 1/2 FEET SOUTHEAST OF THE CENTER LINE
 FC0033'OF THE HIGHWAY, 8 FEET EAST OF THE WEST LEG OF THE TOWER AND ABOUT
 FC0033'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0245 ***********************************************************************
 GD0245  DESIGNATION -  F 26
 GD0245  PID         -  GD0245
 GD0245  STATE/COUNTY-  TN/BENTON
 GD0245  USGS QUAD   -  CAMDEN (1984)
 GD0245
 GD0245                         *CURRENT SURVEY CONTROL
 GD0245  ___________________________________________________________________
 GD0245* NAD 83(1986)-  36 02 52.     (N)    088 05 03.     (W)     SCALED    
 GD0245* NAVD 88     -       118.133  (meters)     387.57   (feet)  ADJUSTED  
 GD0245  ___________________________________________________________________
 GD0245  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0245  DYNAMIC HT  -         118.034 (meters)     387.25  (feet)  COMP
 GD0245  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0245
 GD0245  VERT ORDER  -  FIRST     CLASS II
 GD0245
 GD0245.The horizontal coordinates were scaled from a topographic map and have
 GD0245.an estimated accuracy of +/- 6 seconds.
 GD0245
 GD0245.The orthometric height was determined by differential leveling
 GD0245.and adjusted by the National Geodetic Survey in June 1991..
 GD0245
 GD0245.The geoid height was determined by GEOID03.
 GD0245
 GD0245.The dynamic height is computed by dividing the NAVD 88
 GD0245.geopotential number by the normal gravity value computed on the
 GD0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0245.degrees latitude (g = 980.6199 gals.).
 GD0245
 GD0245.The modeled gravity was interpolated from observed gravity values.
 GD0245
 GD0245;                    North         East    Units  Estimated Accuracy
 GD0245;SPC TN       -   192,220.      412,220.      MT  (+/- 180 meters Scaled)
 GD0245
 GD0245                          SUPERSEDED SURVEY CONTROL
 GD0245
 GD0245  NGVD 29 (??/??/??)  118.164  (m)          387.68   (f) ADJUSTED    1 2
 GD0245
 GD0245.Superseded values are not recommended for survey control.
 GD0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0245.See file dsdata.txt to determine how the superseded data were derived.
 GD0245
 GD0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023897(NAD 83)
 GD0245_MARKER: DB = BENCH MARK DISK
 GD0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0245_SP_SET: OVERPASS
 GD0245_STAMPING: F 26 1934 387.831
 GD0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0245
 GD0245  HISTORY     - Date     Condition        Report By
 GD0245  HISTORY     - 1934     MONUMENTED       CGS
 GD0245  HISTORY     - 1969     GOOD             CGS
 GD0245  HISTORY     - 1971     GOOD             NGS
 GD0245
 GD0245                          STATION DESCRIPTION
 GD0245
 GD0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0245'0.8 MI E FROM CAMDEN.
 GD0245'THE MARK IS ABOUT 0.8 OF A MILE EAST ALONG THE LOUISVILLE AND
 GD0245'NASHVILLE RAILROAD FROM THE SMALL STATION IN CAMDEN.  (THIS
 GD0245'WAS FORMERLY THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD).
 GD0245'IT IS IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 GD0245'RAILROAD STRUCTURE 85.0, 42 FEET SOUTHEAST AND ACROSS THE
 GD0245'TRACKS FROM MILEPOST 85, 24 FEET WEST OF AND ABOUT 8 FEET ABOVE
 GD0245'THE LEVEL OF A PAVED ROAD (OLD U.S. HIGHWAY 70), 6.7 FEET SOUTH
 GD0245'OF THE SOUTH RAIL OF THE RAILROAD TRACK, ABOUT 6 FEET BELOW THE
 GD0245'LEVEL OF THE TRACKS, AND 1.2 FEET EAST OF A METAL WITNESS POST
 GD0245'AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 GD0245'THE SOUTH END OF THE WEST, CONCRETE, ABUTMENT OF THE RAILROAD
 GD0245'OVERPASS AND THE DISK IS STAMPED F 26 1934 387.831.
 GD0245
 GD0245                          STATION RECOVERY (1971)
 GD0245
 GD0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0099 ***********************************************************************
 FC0099  DESIGNATION -  F 260
 FC0099  PID         -  FC0099
 FC0099  STATE/COUNTY-  TN/KNOX
 FC0099  USGS QUAD   -  BEARDEN (1990)
 FC0099
 FC0099                         *CURRENT SURVEY CONTROL
 FC0099  ___________________________________________________________________
 FC0099* NAD 83(1986)-  35 53 10.     (N)    084 06 00.     (W)     SCALED    
 FC0099* NAVD 88     -       259.329  (meters)     850.82   (feet)  ADJUSTED  
 FC0099  ___________________________________________________________________
 FC0099  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0099  DYNAMIC HT  -         259.087 (meters)     850.02  (feet)  COMP
 FC0099  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0099
 FC0099  VERT ORDER  -  FIRST     CLASS I
 FC0099
 FC0099.The horizontal coordinates were scaled from a topographic map and have
 FC0099.an estimated accuracy of +/- 6 seconds.
 FC0099
 FC0099.The orthometric height was determined by differential leveling
 FC0099.and adjusted by the National Geodetic Survey in June 1991..
 FC0099
 FC0099.The geoid height was determined by GEOID03.
 FC0099
 FC0099.The dynamic height is computed by dividing the NAVD 88
 FC0099.geopotential number by the normal gravity value computed on the
 FC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0099.degrees latitude (g = 980.6199 gals.).
 FC0099
 FC0099.The modeled gravity was interpolated from observed gravity values.
 FC0099
 FC0099;                    North         East    Units  Estimated Accuracy
 FC0099;SPC TN       -   173,940.      771,540.      MT  (+/- 180 meters Scaled)
 FC0099
 FC0099                          SUPERSEDED SURVEY CONTROL
 FC0099
 FC0099  NGVD 29 (??/??/92)  259.460  (m)          851.25   (f) ADJ UNCH    1 1
 FC0099
 FC0099.Superseded values are not recommended for survey control.
 FC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0099.See file dsdata.txt to determine how the superseded data were derived.
 FC0099
 FC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE617752(NAD 83)
 FC0099_MARKER: DB = BENCH MARK DISK
 FC0099_SETTING: 66 = SET IN ROCK OUTCROP
 FC0099_SP_SET: LEDGE
 FC0099_STAMPING: F 260 1968
 FC0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0099+STABILITY: POSITION/ELEVATION WELL
 FC0099
 FC0099  HISTORY     - Date     Condition        Report By
 FC0099  HISTORY     - 1968     MONUMENTED       CGS
 FC0099
 FC0099                          STATION DESCRIPTION
 FC0099
 FC0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0099'2.6 MI NE FROM CONCORD.
 FC0099'ABOUT 2.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0099'POST OFFICE AT CONCORD, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST
 FC0099'142, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 FC0099'NORTH AND SOUTHWEST, SET VERTICALLY IN THE NORTHWEST FACE AND
 FC0099'NEAR THE NORTHEAST END OF A ROCK LEDGE THAT IS ABOUT 15 FEET
 FC0099'LONG BY 4 FEET HIGH AND IS PART OF AN 8-FOOT HIGH BANK, 13.7
 FC0099'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET ABOVE THE LEVEL
 FC0099'OF THE GROUND AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0341 ***********************************************************************
 FF0341  DESIGNATION -  F 261
 FF0341  PID         -  FF0341
 FF0341  STATE/COUNTY-  TN/SHELBY
 FF0341  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0341
 FF0341                         *CURRENT SURVEY CONTROL
 FF0341  ___________________________________________________________________
 FF0341* NAD 83(1986)-  35 09 05.     (N)    090 03 06.     (W)     SCALED    
 FF0341* NAVD 88     -        80.566  (meters)     264.32   (feet)  ADJUSTED  
 FF0341  ___________________________________________________________________
 FF0341  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0341  DYNAMIC HT  -          80.493 (meters)     264.08  (feet)  COMP
 FF0341  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0341
 FF0341  VERT ORDER  -  FIRST     CLASS I
 FF0341
 FF0341.The horizontal coordinates were scaled from a topographic map and have
 FF0341.an estimated accuracy of +/- 6 seconds.
 FF0341
 FF0341.The orthometric height was determined by differential leveling
 FF0341.and adjusted by the National Geodetic Survey in June 1991..
 FF0341
 FF0341.The geoid height was determined by GEOID03.
 FF0341
 FF0341.The dynamic height is computed by dividing the NAVD 88
 FF0341.geopotential number by the normal gravity value computed on the
 FF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0341.degrees latitude (g = 980.6199 gals.).
 FF0341
 FF0341.The modeled gravity was interpolated from observed gravity values.
 FF0341
 FF0341;                    North         East    Units  Estimated Accuracy
 FF0341;SPC TN       -    98,410.      230,910.      MT  (+/- 180 meters Scaled)
 FF0341
 FF0341                          SUPERSEDED SURVEY CONTROL
 FF0341
 FF0341  NGVD 29 (??/??/??)   80.528  (m)          264.20   (f) ADJUSTED    1 1
 FF0341
 FF0341.Superseded values are not recommended for survey control.
 FF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0341.See file dsdata.txt to determine how the superseded data were derived.
 FF0341
 FF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU685938(NAD 83)
 FF0341_MARKER: DB = BENCH MARK DISK
 FF0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0341_SP_SET: WALL
 FF0341_STAMPING: F 261 1974
 FF0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0341+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0341
 FF0341  HISTORY     - Date     Condition        Report By
 FF0341  HISTORY     - 1974     MONUMENTED       NGS
 FF0341  HISTORY     - 1976     GOOD             NGS
 FF0341  HISTORY     - 19950625 GOOD             TN1620
 FF0341  HISTORY     - 20021024 GOOD             USACE
 FF0341
 FF0341                          STATION DESCRIPTION
 FF0341
 FF0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0341'AT MEMPHIS.
 FF0341'AT MEMPHIS, 0.4 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0341'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, AT THE INTERSECTION
 FF0341'WITH EXCHANGE AVENUE, 56.2 FEET SOUTH OF THE SOUTH FACE OF COOKS
 FF0341'CONVENTION HALL, 19 FEET NORTH OF THE CENTER LINE OF A NEW BRIDGE
 FF0341'LIKE RAMP TRAFFIC INTERCHANGE FROM I-40 WEST, 1.3 FEET NORTH OF
 FF0341'THE NORTH SIDE OF WINGWALL OF THE NORTH BANNISTER OF BRIDGE, SET
 FF0341'IN TOP OF THE SOUTH END OF A CONCRETE RETAINING WALL WHICH
 FF0341'CONNECTS TO CONVENTION HALL AS ONE STRUCTURE AND 10-INCHES BELOW
 FF0341'LEVEL OF SIDEWALK.
 FF0341
 FF0341                          STATION RECOVERY (1976)
 FF0341
 FF0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0341'RECOVERED IN GOOD CONDITION.
 FF0341
 FF0341                          STATION RECOVERY (1995)
 FF0341
 FF0341'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0341'RECOVERED IN GOOD CONDITION.
 FF0341
 FF0341                          STATION RECOVERY (2002)
 FF0341
 FF0341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1357 ***********************************************************************
 FE1357  DESIGNATION -  F 262
 FE1357  PID         -  FE1357
 FE1357  STATE/COUNTY-  TN/TIPTON
 FE1357  USGS QUAD   -  MUNFORD (1983)
 FE1357
 FE1357                         *CURRENT SURVEY CONTROL
 FE1357  ___________________________________________________________________
 FE1357* NAD 83(1986)-  35 26 14.     (N)    089 47 54.     (W)     SCALED    
 FE1357* NAVD 88     -       117.868  (meters)     386.71   (feet)  ADJUSTED  
 FE1357  ___________________________________________________________________
 FE1357  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1357  DYNAMIC HT  -         117.764 (meters)     386.36  (feet)  COMP
 FE1357  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FE1357
 FE1357  VERT ORDER  -  FIRST     CLASS I
 FE1357
 FE1357.The horizontal coordinates were scaled from a topographic map and have
 FE1357.an estimated accuracy of +/- 6 seconds.
 FE1357
 FE1357.The orthometric height was determined by differential leveling
 FE1357.and adjusted by the National Geodetic Survey in June 1991..
 FE1357
 FE1357.The geoid height was determined by GEOID03.
 FE1357
 FE1357.The dynamic height is computed by dividing the NAVD 88
 FE1357.geopotential number by the normal gravity value computed on the
 FE1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1357.degrees latitude (g = 980.6199 gals.).
 FE1357
 FE1357.The modeled gravity was interpolated from observed gravity values.
 FE1357
 FE1357;                    North         East    Units  Estimated Accuracy
 FE1357;SPC TN       -   129,170.      255,210.      MT  (+/- 180 meters Scaled)
 FE1357
 FE1357                          SUPERSEDED SURVEY CONTROL
 FE1357
 FE1357  NGVD 29 (??/??/??)  117.842  (m)          386.62   (f) ADJUSTED    1 1
 FE1357
 FE1357.Superseded values are not recommended for survey control.
 FE1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1357.See file dsdata.txt to determine how the superseded data were derived.
 FE1357
 FE1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE459251(NAD 83)
 FE1357_MARKER: DB = BENCH MARK DISK
 FE1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1357_SP_SET: CULVERT
 FE1357_STAMPING: F 262 1974
 FE1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1357+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1357
 FE1357  HISTORY     - Date     Condition        Report By
 FE1357  HISTORY     - 1974     MONUMENTED       NGS
 FE1357  HISTORY     - 20021003 GOOD             USACE
 FE1357
 FE1357                          STATION DESCRIPTION
 FE1357
 FE1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1357'0.6 MI SW FROM CROSSTOWN.
 FE1357'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1357'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, AT A PAVED
 FE1357'CROSSOVER BETWEEN 4 LANES OF U.S. HIGHWAY 51, 214 FEET SOUTHEAST
 FE1357'OF THE CENTER LINE OF THE NORTHWEST LANE OF HIGHWAY, 157 FEET
 FE1357'NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LANE OF HIGHWAY,
 FE1357'41 FEET NORTHEAST OF THE CENTER LINE OF A PAVED CROSSOVER, SET IN
 FE1357'TOP AND CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A 12 FT BY
 FE1357'7 FT BOX CULVERT, 6 FEET BELOW CROSSOVER, 15 FEET BELOW THE
 FE1357'NORTHWEST LANE OF HIGHWAY.
 FE1357
 FE1357                          STATION RECOVERY (2002)
 FE1357
 FE1357'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1704 ***********************************************************************
 FE1704  DESIGNATION -  F 263
 FE1704  PID         -  FE1704
 FE1704  STATE/COUNTY-  TN/LAUDERDALE
 FE1704  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1704
 FE1704                         *CURRENT SURVEY CONTROL
 FE1704  ___________________________________________________________________
 FE1704* NAD 83(1986)-  35 42 42.     (N)    089 33 59.     (W)     SCALED    
 FE1704* NAVD 88     -       140.285  (meters)     460.25   (feet)  ADJUSTED  
 FE1704  ___________________________________________________________________
 FE1704  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1704  DYNAMIC HT  -         140.164 (meters)     459.85  (feet)  COMP
 FE1704  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FE1704
 FE1704  VERT ORDER  -  FIRST     CLASS I
 FE1704
 FE1704.The horizontal coordinates were scaled from a topographic map and have
 FE1704.an estimated accuracy of +/- 6 seconds.
 FE1704
 FE1704.The orthometric height was determined by differential leveling
 FE1704.and adjusted by the National Geodetic Survey in June 1991..
 FE1704
 FE1704.The geoid height was determined by GEOID03.
 FE1704
 FE1704.The dynamic height is computed by dividing the NAVD 88
 FE1704.geopotential number by the normal gravity value computed on the
 FE1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1704.degrees latitude (g = 980.6199 gals.).
 FE1704
 FE1704.The modeled gravity was interpolated from observed gravity values.
 FE1704
 FE1704;                    North         East    Units  Estimated Accuracy
 FE1704;SPC TN       -   158,800.      277,360.      MT  (+/- 180 meters Scaled)
 FE1704
 FE1704                          SUPERSEDED SURVEY CONTROL
 FE1704
 FE1704  NGVD 29 (??/??/??)  140.243  (m)          460.11   (f) ADJUSTED    1 1
 FE1704
 FE1704.Superseded values are not recommended for survey control.
 FE1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1704.See file dsdata.txt to determine how the superseded data were derived.
 FE1704
 FE1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE678550(NAD 83)
 FE1704_MARKER: DB = BENCH MARK DISK
 FE1704_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1704+WITH SETTING: INTO GROUND
 FE1704_STAMPING: F 263 1974
 FE1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1704+STABILITY: SURFACE MOTION
 FE1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1704+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1704
 FE1704  HISTORY     - Date     Condition        Report By
 FE1704  HISTORY     - 1974     MONUMENTED       NGS
 FE1704  HISTORY     - 20020808 GOOD             USACE
 FE1704
 FE1704                          STATION DESCRIPTION
 FE1704
 FE1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1704'3.4 MI N FROM HENNING.
 FE1704'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1704'WITH OLD U.S. HIGHWAY 51 AT HENNING, ALSO, 4.4 MILES SOUTHWEST
 FE1704'OF THE COURTHOUSE AT RIPLEY, THENCE 2.55 MILES NORTHEAST ALONG
 FE1704'NEW U.S. HIGHWAY 51, 78 FEET WEST OF THE CENTER LINE OF THE WEST
 FE1704'LANE OF HIGHWAY, 0.65 MILE NORTH OF THE TENNESSEE BUREAU OF
 FE1704'HIGHWAYS (COUNTY MTCE HEADQUARTERS), AT THE INTERSECTION WITH
 FE1704'AN EAST-WEST ASPHALT ROAD, ABOUT 400 FEET WEST OF AND ACROSS 4
 FE1704'LANES OF HIGHWAY FROM A CONCRETE BLOCK BUILDING (HENNING GROCERY
 FE1704'STORE), 117 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD
 FE1704'LEADING WEST, 66.3 FEET SOUTH OF A PIPE POST AT THE NORTH END OF
 FE1704'THE HIGHWAY R.O.W. FENCE, 44 1/2 FEET EAST OF THE CENTER LINE
 FE1704'OF AN OLD ASPHALT ROAD, 0.8 FOOT EAST OF A WOVEN WIRE FENCE,
 FE1704'0.5 FOOT WEST OF A METAL WITNESS POST, 1 FOOT ABOVE HIGHWAY AND
 FE1704'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FE1704'TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW GROUND AND
 FE1704'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1704
 FE1704                          STATION RECOVERY (2002)
 FE1704
 FE1704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1859 ***********************************************************************
 FE1859  DESIGNATION -  F 264
 FE1859  PID         -  FE1859
 FE1859  STATE/COUNTY-  TN/LAUDERDALE
 FE1859  USGS QUAD   -  KNOB CREEK (1972)
 FE1859
 FE1859                         *CURRENT SURVEY CONTROL
 FE1859  ___________________________________________________________________
 FE1859* NAD 83(1986)-  35 55 01.     (N)    089 31 18.     (W)     SCALED    
 FE1859* NAVD 88     -        77.782  (meters)     255.19   (feet)  ADJUSTED  
 FE1859  ___________________________________________________________________
 FE1859  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1859  DYNAMIC HT  -          77.715 (meters)     254.97  (feet)  COMP
 FE1859  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 FE1859
 FE1859  VERT ORDER  -  FIRST     CLASS I
 FE1859
 FE1859.The horizontal coordinates were scaled from a topographic map and have
 FE1859.an estimated accuracy of +/- 6 seconds.
 FE1859
 FE1859.The orthometric height was determined by differential leveling
 FE1859.and adjusted by the National Geodetic Survey in June 1991..
 FE1859
 FE1859.The geoid height was determined by GEOID03.
 FE1859
 FE1859.The dynamic height is computed by dividing the NAVD 88
 FE1859.geopotential number by the normal gravity value computed on the
 FE1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1859.degrees latitude (g = 980.6199 gals.).
 FE1859
 FE1859.The modeled gravity was interpolated from observed gravity values.
 FE1859
 FE1859;                    North         East    Units  Estimated Accuracy
 FE1859;SPC TN       -   181,420.      282,230.      MT  (+/- 180 meters Scaled)
 FE1859
 FE1859                          SUPERSEDED SURVEY CONTROL
 FE1859
 FE1859  NGVD 29 (??/??/??)   77.723  (m)          255.00   (f) ADJUSTED    1 1
 FE1859
 FE1859.Superseded values are not recommended for survey control.
 FE1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1859.See file dsdata.txt to determine how the superseded data were derived.
 FE1859
 FE1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE724776(NAD 83)
 FE1859_MARKER: DB = BENCH MARK DISK
 FE1859_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1859+WITH SETTING: INTO GROUND
 FE1859_STAMPING: F 264 1974
 FE1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1859+STABILITY: SURFACE MOTION
 FE1859
 FE1859  HISTORY     - Date     Condition        Report By
 FE1859  HISTORY     - 1974     MONUMENTED       NGS
 FE1859  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1859
 FE1859                          STATION DESCRIPTION
 FE1859
 FE1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1859'7.8 MI W FROM HALLS.
 FE1859'ABOUT 7.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1859'BAPTIST CHURCH AT HALLS, ABOUT 1.35 MILES WEST OF THE SMALL
 FE1859'COMMUNITY OF PORTER GAP, 26.7 FEET NORTH OF THE CENTER LINE OF
 FE1859'THE HIGHWAY, 10.6 FEET SOUTH OF A FORKED SWEET GUM TREE, 3.3
 FE1859'FEET SOUTH OF UNDERGROUND MARKER POST P70 LP, 4 FEET BELOW LEVEL
 FE1859'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE1859'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 FE1859'WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE1859'4-INCHES.
 FE1859
 FE1859                          STATION RECOVERY (2002)
 FE1859
 FE1859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1125 ***********************************************************************
 GD1125  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1125  DESIGNATION -  F 265
 GD1125  PID         -  GD1125
 GD1125  STATE/COUNTY-  TN/LAKE
 GD1125  USGS QUAD   -  MISTON (1983)
 GD1125
 GD1125                         *CURRENT SURVEY CONTROL
 GD1125  ___________________________________________________________________
 GD1125* NAD 83(1995)-  36 14 10.09041(N)    089 28 40.80785(W)     ADJUSTED  
 GD1125* NAVD 88     -        85.21   (meters)     279.6    (feet)  GPS OBS   
 GD1125  ___________________________________________________________________
 GD1125  X           -      46,924.306 (meters)                     COMP
 GD1125  Y           -  -5,150,386.098 (meters)                     COMP
 GD1125  Z           -   3,749,391.300 (meters)                     COMP
 GD1125  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GD1125  ELLIP HEIGHT-          56.83  (meters)          (05/31/05) GPS OBS
 GD1125  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1125  DYNAMIC HT  -          85.14  (meters)     279.3   (feet)  COMP
 GD1125  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GD1125
 GD1125  HORZ ORDER  -  FIRST
 GD1125  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1125  ELLP ORDER  -  FOURTH    CLASS II
 GD1125
 GD1125.The horizontal coordinates were established by GPS observations
 GD1125.and adjusted by the National Geodetic Survey in May 2005..
 GD1125
 GD1125.The orthometric height was determined by GPS observations and a
 GD1125.high-resolution geoid model using precise GPS observation and
 GD1125.processing techniques. It supersedes the leveled height previously
 GD1125.determined for this station.
 GD1125.The vertical order pertains to the first NAVD 88 superseded value.
 GD1125
 GD1125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1125
 GD1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1125
 GD1125.The ellipsoidal height was determined by GPS observations
 GD1125.and is referenced to NAD 83.
 GD1125
 GD1125.The geoid height was determined by GEOID03.
 GD1125
 GD1125.The dynamic height is computed by dividing the NAVD 88
 GD1125.geopotential number by the normal gravity value computed on the
 GD1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1125.degrees latitude (g = 980.6199 gals.).
 GD1125
 GD1125.The modeled gravity was interpolated from observed gravity values.
 GD1125
 GD1125;                    North         East     Units Scale Factor Converg.
 GD1125;SPC TN       -   216,671.120   287,422.293   MT  0.99997296   -2 02 10.2
 GD1125;SPC TN       -   710,861.83    942,984.64   sFT  0.99997296   -2 02 10.2
 GD1125;UTM  16      - 4,012,987.524   277,310.171   MT  1.00021106   -1 27 55.4
 GD1125
 GD1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1125!SPC TN       -   0.99999108  x   0.99997296  =   0.99996404
 GD1125!UTM  16      -   0.99999108  x   1.00021106  =   1.00020214
 GD1125
 GD1125                          SUPERSEDED SURVEY CONTROL
 GD1125
 GD1125  NAVD 88 (06/15/91)   85.154  (m)          279.38   (f) ADJUSTED    1 1
 GD1125  NGVD 29 (??/??/??)   85.077  (m)          279.12   (f) ADJUSTED    1 1
 GD1125
 GD1125.Superseded values are not recommended for survey control.
 GD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1125.See file dsdata.txt to determine how the superseded data were derived.
 GD1125
 GD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7731012988(NAD 83)
 GD1125_MARKER: DB = BENCH MARK DISK
 GD1125_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1125+WITH SETTING: INTO GROUND
 GD1125_STAMPING: F 265 1974
 GD1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1125+STABILITY: SURFACE MOTION
 GD1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1125+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1125
 GD1125  HISTORY     - Date     Condition        Report By
 GD1125  HISTORY     - 1974     MONUMENTED       NGS
 GD1125  HISTORY     - 1976     GOOD             NGS
 GD1125  HISTORY     - 20020802 GOOD             USACE
 GD1125  HISTORY     - 20030709 GOOD             EMCINC
 GD1125
 GD1125                          STATION DESCRIPTION
 GD1125
 GD1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1125'1.85 MI S FROM RIDGELY.
 GD1125'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1125'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, ABOUT 0.15 MILE NORTH
 GD1125'OF THE JUNCTION OF STATE HIGHWAY 79 WITH STATE HIGHWAY 78, 50.3 FEET
 GD1125'WEST OF THE CENTER LINE OF STATE HIGHWAY 78, 13.2 FEET WEST OF A POWER
 GD1125'POLE WITH ONE GUY WIRE AND WITNESS SIGN, 2.3 FEET SOUTHEAST OF THE GUY
 GD1125'WIRE, 1 FOOT BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT
 GD1125'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 GD1125'DISK IS 0.2 INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 GD1125'THAT IS FLUSH WITH THE GROUND.
 GD1125
 GD1125                          STATION RECOVERY (1976)
 GD1125
 GD1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1125'RECOVERED IN GOOD CONDITION.
 GD1125
 GD1125                          STATION RECOVERY (2002)
 GD1125
 GD1125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1125'RECOVERED IN GOOD CONDITION.
 GD1125
 GD1125                          STATION RECOVERY (2003)
 GD1125
 GD1125'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1125'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1092 ***********************************************************************
 FD1092  DESIGNATION -  F 27
 FD1092  PID         -  FD1092
 FD1092  STATE/COUNTY-  TN/HUMPHREYS
 FD1092  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1092
 FD1092                         *CURRENT SURVEY CONTROL
 FD1092  ___________________________________________________________________
 FD1092* NAD 83(1986)-  35 56 45.     (N)    087 48 44.     (W)     SCALED    
 FD1092* NAVD 88     -       132.878  (meters)     435.95   (feet)  ADJUSTED  
 FD1092  ___________________________________________________________________
 FD1092  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1092  DYNAMIC HT  -         132.764 (meters)     435.58  (feet)  COMP
 FD1092  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 FD1092
 FD1092  VERT ORDER  -  SECOND    CLASS 0
 FD1092
 FD1092.The horizontal coordinates were scaled from a topographic map and have
 FD1092.an estimated accuracy of +/- 6 seconds.
 FD1092
 FD1092.The orthometric height was determined by differential leveling
 FD1092.and adjusted by the National Geodetic Survey in June 1991..
 FD1092
 FD1092.The geoid height was determined by GEOID03.
 FD1092
 FD1092.The dynamic height is computed by dividing the NAVD 88
 FD1092.geopotential number by the normal gravity value computed on the
 FD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1092.degrees latitude (g = 980.6199 gals.).
 FD1092
 FD1092.The modeled gravity was interpolated from observed gravity values.
 FD1092
 FD1092;                    North         East    Units  Estimated Accuracy
 FD1092;SPC TN       -   180,420.      436,510.      MT  (+/- 180 meters Scaled)
 FD1092
 FD1092                          SUPERSEDED SURVEY CONTROL
 FD1092
 FD1092  NGVD 29 (??/??/92)  132.912  (m)          436.06   (f) ADJ UNCH    2 0
 FD1092
 FD1092.Superseded values are not recommended for survey control.
 FD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1092.See file dsdata.txt to determine how the superseded data were derived.
 FD1092
 FD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE267782(NAD 83)
 FD1092_MARKER: DB = BENCH MARK DISK
 FD1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1092_STAMPING: F 27 1934
 FD1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1092+STABILITY: SURFACE MOTION
 FD1092
 FD1092  HISTORY     - Date     Condition        Report By
 FD1092  HISTORY     - 1934     MONUMENTED       CGS
 FD1092  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1092
 FD1092                          STATION DESCRIPTION
 FD1092
 FD1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1092'11.7 MI S FROM WAVERLY.
 FD1092'11.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1092'COUNTY, ABOUT 1/2 MILE EAST OF THE BRIDGE OVER DUCK RIVER, 300
 FD1092'FEET WEST OF THE HOUSE OWNED IN 1934 BY W.H. MAY, 20 FEET WEST
 FD1092'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A FENCE CORNER,
 FD1092'AND 2 FEET SOUTH OF THE FENCE.  SET IN THE TOP OF A CONCRETE
 FD1092'POST.  NOTE-- THE HIGHWAY AT THIS POINT HAS BEEN WIDENED AND IT
 FD1092'IS ASSUMED THAT THE MARK WAS DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1340 ***********************************************************************
 GC1340  DESIGNATION -  F 28
 GC1340  PID         -  GC1340
 GC1340  STATE/COUNTY-  TN/DICKSON
 GC1340  USGS QUAD   -  WHITE BLUFF (1983)
 GC1340
 GC1340                         *CURRENT SURVEY CONTROL
 GC1340  ___________________________________________________________________
 GC1340* NAD 83(1986)-  36 06 19.     (N)    087 13 48.     (W)     SCALED    
 GC1340* NAVD 88     -       249.182  (meters)     817.52   (feet)  ADJUSTED  
 GC1340  ___________________________________________________________________
 GC1340  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC1340  DYNAMIC HT  -         248.965 (meters)     816.81  (feet)  COMP
 GC1340  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GC1340
 GC1340  VERT ORDER  -  FIRST     CLASS II
 GC1340
 GC1340.The horizontal coordinates were scaled from a topographic map and have
 GC1340.an estimated accuracy of +/- 6 seconds.
 GC1340
 GC1340.The orthometric height was determined by differential leveling
 GC1340.and adjusted by the National Geodetic Survey in June 1991..
 GC1340.WARNING-Repeat measurements at this control monument indicate possible
 GC1340.vertical movement.
 GC1340
 GC1340.The geoid height was determined by GEOID03.
 GC1340
 GC1340.The dynamic height is computed by dividing the NAVD 88
 GC1340.geopotential number by the normal gravity value computed on the
 GC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1340.degrees latitude (g = 980.6199 gals.).
 GC1340
 GC1340.The modeled gravity was interpolated from observed gravity values.
 GC1340
 GC1340;                    North         East    Units  Estimated Accuracy
 GC1340;SPC TN       -   197,290.      489,250.      MT  (+/- 180 meters Scaled)
 GC1340
 GC1340                          SUPERSEDED SURVEY CONTROL
 GC1340
 GC1340  NGVD 29 (??/??/92)  249.181  (m)          817.52   (f) ADJ UNCH    1 2
 GC1340
 GC1340.Superseded values are not recommended for survey control.
 GC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1340.See file dsdata.txt to determine how the superseded data were derived.
 GC1340
 GC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE792956(NAD 83)
 GC1340_MARKER: DB = BENCH MARK DISK
 GC1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1340_STAMPING: F 28 1934 817.830
 GC1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1340+STABILITY: SURFACE MOTION
 GC1340
 GC1340  HISTORY     - Date     Condition        Report By
 GC1340  HISTORY     - 1934     MONUMENTED       CGS
 GC1340  HISTORY     - 1948     GOOD             NGS
 GC1340
 GC1340                          STATION DESCRIPTION
 GC1340
 GC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1340'0.6 MI W FROM WHITE BLUFF.
 GC1340'0.65 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1340'RAILWAY FROM THE STATION AT WHITE BLUFF, IN THE SOUTHWEST ANGLE
 GC1340'OF A ROAD CROSSING, NEAR POLE 30+30, 38.5 FEET WEST OF THE
 GC1340'CENTER LINE OF THE ROAD, 71.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 GC1340'MAIN TRACK, 3 FEET SOUTHEAST OF A FENCE CORNER, 12.5 FEET
 GC1340'SOUTHWEST OF A POWER POLE, 9 FEET SOUTH OF A 15-INCH MAPLE
 GC1340'TREE, 1 FOOT EAST OF A FENCE LINE, 4 FEET BELOW THE CROSSING AND
 GC1340'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0732 ***********************************************************************
 FD0732  DESIGNATION -  F 29
 FD0732  PID         -  FD0732
 FD0732  STATE/COUNTY-  TN/HICKMAN
 FD0732  USGS QUAD   -  SUNRISE (1979)
 FD0732
 FD0732                         *CURRENT SURVEY CONTROL
 FD0732  ___________________________________________________________________
 FD0732* NAD 83(1986)-  35 42 24.     (N)    087 29 09.     (W)     SCALED    
 FD0732* NAVD 88     -       237.856  (meters)     780.37   (feet)  ADJUSTED  
 FD0732  ___________________________________________________________________
 FD0732  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0732  DYNAMIC HT  -         237.643 (meters)     779.67  (feet)  COMP
 FD0732  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FD0732
 FD0732  VERT ORDER  -  SECOND    CLASS 0
 FD0732
 FD0732.The horizontal coordinates were scaled from a topographic map and have
 FD0732.an estimated accuracy of +/- 6 seconds.
 FD0732
 FD0732.The orthometric height was determined by differential leveling
 FD0732.and adjusted by the National Geodetic Survey in June 1991..
 FD0732
 FD0732.The geoid height was determined by GEOID03.
 FD0732
 FD0732.The dynamic height is computed by dividing the NAVD 88
 FD0732.geopotential number by the normal gravity value computed on the
 FD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0732.degrees latitude (g = 980.6199 gals.).
 FD0732
 FD0732.The modeled gravity was interpolated from observed gravity values.
 FD0732
 FD0732;                    North         East    Units  Estimated Accuracy
 FD0732;SPC TN       -   153,390.      465,550.      MT  (+/- 180 meters Scaled)
 FD0732
 FD0732                          SUPERSEDED SURVEY CONTROL
 FD0732
 FD0732  NGVD 29 (??/??/92)  237.839  (m)          780.31   (f) ADJ UNCH    2 0
 FD0732
 FD0732.Superseded values are not recommended for survey control.
 FD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0732.See file dsdata.txt to determine how the superseded data were derived.
 FD0732
 FD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560515(NAD 83)
 FD0732_MARKER: DB = BENCH MARK DISK
 FD0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0732_STAMPING: F 29 1934
 FD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0732+STABILITY: SURFACE MOTION
 FD0732
 FD0732  HISTORY     - Date     Condition        Report By
 FD0732  HISTORY     - 1934     MONUMENTED       CGS
 FD0732
 FD0732                          STATION DESCRIPTION
 FD0732
 FD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0732'5.5 MI S FROM CENTERVILLE.
 FD0732'5.5 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0732'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 1.0 MILE SOUTH OF
 FD0732'BRIDGE NO. 36.5 OVER STATE HIGHWAYS 48 AND 100, 13 FEET SOUTHEAST
 FD0732'OF POLE 37/19, ON THE SIDE OF A HILL, AND 20 FEET EAST OF THE
 FD0732'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 29 1934
 FD0732'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2405 ***********************************************************************
 FB2405  DESIGNATION -  F 292
 FB2405  PID         -  FB2405
 FB2405  STATE/COUNTY-  TN/KNOX
 FB2405  USGS QUAD   -  KNOXVILLE (1978)
 FB2405
 FB2405                         *CURRENT SURVEY CONTROL
 FB2405  ___________________________________________________________________
 FB2405* NAD 83(1986)-  35 54 56.     (N)    083 56 15.     (W)     SCALED    
 FB2405* NAVD 88     -       264.627  (meters)     868.20   (feet)  ADJUSTED  
 FB2405  ___________________________________________________________________
 FB2405  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB2405  DYNAMIC HT  -         264.382 (meters)     867.39  (feet)  COMP
 FB2405  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FB2405
 FB2405  VERT ORDER  -  FIRST     CLASS II
 FB2405
 FB2405.The horizontal coordinates were scaled from a topographic map and have
 FB2405.an estimated accuracy of +/- 6 seconds.
 FB2405
 FB2405.The orthometric height was determined by differential leveling
 FB2405.and adjusted by the National Geodetic Survey in June 1991..
 FB2405
 FB2405.The geoid height was determined by GEOID03.
 FB2405
 FB2405.The dynamic height is computed by dividing the NAVD 88
 FB2405.geopotential number by the normal gravity value computed on the
 FB2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2405.degrees latitude (g = 980.6199 gals.).
 FB2405
 FB2405.The modeled gravity was interpolated from observed gravity values.
 FB2405
 FB2405;                    North         East    Units  Estimated Accuracy
 FB2405;SPC TN       -   177,510.      786,140.      MT  (+/- 180 meters Scaled)
 FB2405
 FB2405                          SUPERSEDED SURVEY CONTROL
 FB2405
 FB2405  NGVD 29 (12/12/91)  264.760  (m)          868.63   (f) ADJUSTED    1 2
 FB2405
 FB2405.Superseded values are not recommended for survey control.
 FB2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2405.See file dsdata.txt to determine how the superseded data were derived.
 FB2405
 FB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349785(NAD 83)
 FB2405_MARKER: I = METAL ROD
 FB2405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2405_SP_SET: STAINLESS STEEL ROD
 FB2405_STAMPING: F 292 1983
 FB2405_MARK LOGO: NGS   
 FB2405_PROJECTION: FLUSH
 FB2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2405_ROD/PIPE-DEPTH: 3.7  meters
 FB2405
 FB2405  HISTORY     - Date     Condition        Report By
 FB2405  HISTORY     - 1983     MONUMENTED       NGS
 FB2405
 FB2405                          STATION DESCRIPTION
 FB2405
 FB2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2405'5.9 KM (3.65 MI) SW FROM SOUTH KNOXVILLE.
 FB2405'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2405'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2405'KNOXVILLE, THENCE 4.3 KM (2.65 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2405'(MARYVILLE PIKE) TO THE JUNCTION OF ALBERTA DRIVE AND THE MARK ON THE
 FB2405'RIGHT, 0.08 KM (0.05 MI) NORTH OF THE LOUISVILLE AND NASHVILLE
 FB2405'RAILROAD BRIDGE OVER HIGHWAY 33, 12.64 METERS (41.5 FT) WEST OF THE
 FB2405'CENTERLINE OF THE HIGHWAY, 8.83 METERS (29.0 FT) SOUTH OF THE CENTER
 FB2405'OF ALBERTA DRIVE, 1.82 METERS (6.0 FT) NORTHEAST OF A TELEPHONE POLE
 FB2405'WITH LINES CROSSING THE HIGHWAY, 0.24 METER (0.8 FT) NORTHWEST OF THE
 FB2405'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE CABLE JUNCTION BOX.
 FB2405'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FB2405'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1622 ***********************************************************************
 FC1622  DESIGNATION -  F 293
 FC1622  PID         -  FC1622
 FC1622  STATE/COUNTY-  TN/MARION
 FC1622  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1622
 FC1622                         *CURRENT SURVEY CONTROL
 FC1622  ___________________________________________________________________
 FC1622* NAD 83(1986)-  35 00 06.     (N)    085 39 08.     (W)     SCALED    
 FC1622* NAVD 88     -       200.914  (meters)     659.17   (feet)  ADJUSTED  
 FC1622  ___________________________________________________________________
 FC1622  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1622  DYNAMIC HT  -         200.718 (meters)     658.52  (feet)  COMP
 FC1622  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC1622
 FC1622  VERT ORDER  -  FIRST     CLASS II
 FC1622
 FC1622.The horizontal coordinates were scaled from a topographic map and have
 FC1622.an estimated accuracy of +/- 6 seconds.
 FC1622
 FC1622.The orthometric height was determined by differential leveling
 FC1622.and adjusted by the National Geodetic Survey in June 1991..
 FC1622
 FC1622.The geoid height was determined by GEOID03.
 FC1622
 FC1622.The dynamic height is computed by dividing the NAVD 88
 FC1622.geopotential number by the normal gravity value computed on the
 FC1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1622.degrees latitude (g = 980.6199 gals.).
 FC1622
 FC1622.The modeled gravity was interpolated from observed gravity values.
 FC1622
 FC1622;                    North         East    Units  Estimated Accuracy
 FC1622;SPC TN       -    74,210.      631,750.      MT  (+/- 180 meters Scaled)
 FC1622
 FC1622                          SUPERSEDED SURVEY CONTROL
 FC1622
 FC1622.No superseded survey control is available for this station.
 FC1622
 FC1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD229740(NAD 83)
 FC1622_MARKER: I = METAL ROD
 FC1622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1622_SP_SET: STAINLESS STEEL ROD
 FC1622_STAMPING: F 293 1983
 FC1622_MARK LOGO: NGS   
 FC1622_PROJECTION: FLUSH
 FC1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1622_ROD/PIPE-DEPTH: 7.3  meters
 FC1622
 FC1622  HISTORY     - Date     Condition        Report By
 FC1622  HISTORY     - 1983     MONUMENTED       NGS
 FC1622
 FC1622                          STATION DESCRIPTION
 FC1622
 FC1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1622'5.9 KM (3.65 MI) EAST FROM SOUTH PITTSBURG.
 FC1622'0.1 KM (0.05 MI) NORTH ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH
 FC1622'PITTSBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 3RD STREET, THENCE
 FC1622'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR AVENUE),
 FC1622'THENCE 5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 156, AT THE SMALL
 FC1622'COMMUNITY OF NEW HOPE, 5.51 METERS (18.1 FT) NORTH-NORTHEAST OF THE
 FC1622'CENTERLINE OF THE HIGHWAY, 17.37 METERS (57.0 FT) EAST-SOUTHEAST OF
 FC1622'THE CENTER OF A PAVED ROAD LEADING NORTHEAST, AND 1.52 METERS (5.0 FT)
 FC1622'EAST OF POWERLINE POLE NUMBER 46 WITH ONE GUY WIRE.  NOTE, THE ROD WAS
 FC1622'DRIVEN TO REFUSAL.
 FC1622'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FC1622'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1644 ***********************************************************************
 FC1644  DESIGNATION -  F 294
 FC1644  PID         -  FC1644
 FC1644  STATE/COUNTY-  TN/HAMILTON
 FC1644  USGS QUAD   -  OOLTEWAH (1976)
 FC1644
 FC1644                         *CURRENT SURVEY CONTROL
 FC1644  ___________________________________________________________________
 FC1644* NAD 83(1986)-  35 05 03.     (N)    085 03 48.     (W)     SCALED    
 FC1644* NAVD 88     -       239.094  (meters)     784.43   (feet)  ADJUSTED  
 FC1644  ___________________________________________________________________
 FC1644  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1644  DYNAMIC HT  -         238.855 (meters)     783.64  (feet)  COMP
 FC1644  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 FC1644
 FC1644  VERT ORDER  -  FIRST     CLASS II
 FC1644
 FC1644.The horizontal coordinates were scaled from a topographic map and have
 FC1644.an estimated accuracy of +/- 6 seconds.
 FC1644
 FC1644.The orthometric height was determined by differential leveling
 FC1644.and adjusted by the National Geodetic Survey in June 1991..
 FC1644
 FC1644.The geoid height was determined by GEOID03.
 FC1644
 FC1644.The dynamic height is computed by dividing the NAVD 88
 FC1644.geopotential number by the normal gravity value computed on the
 FC1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1644.degrees latitude (g = 980.6199 gals.).
 FC1644
 FC1644.The modeled gravity was interpolated from observed gravity values.
 FC1644
 FC1644;                    North         East    Units  Estimated Accuracy
 FC1644;SPC TN       -    83,720.      685,420.      MT  (+/- 180 meters Scaled)
 FC1644
 FC1644                          SUPERSEDED SURVEY CONTROL
 FC1644
 FC1644.No superseded survey control is available for this station.
 FC1644
 FC1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD765840(NAD 83)
 FC1644_MARKER: DB = BENCH MARK DISK
 FC1644_SETTING: 66 = SET IN ROCK OUTCROP
 FC1644_SP_SET: ROCK OUTCROP
 FC1644_STAMPING: F 294 1983
 FC1644_MARK LOGO: NGS   
 FC1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1644+STABILITY: POSITION/ELEVATION WELL
 FC1644
 FC1644  HISTORY     - Date     Condition        Report By
 FC1644  HISTORY     - 1983     MONUMENTED       NGS
 FC1644
 FC1644                          STATION DESCRIPTION
 FC1644
 FC1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1644'0.7 KM (0.45 MI) WEST FROM OOLTEWAH.
 FC1644'0.7 KM (0.45 MI) WESTERLY ALONG U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY)
 FC1644'FROM THE CHURCH OF GOD CHURCH IN OOLTEWAH, SET IN THE SOUTHEAST ANGLE
 FC1644'OF THE JUNCTION OF U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY 9200) AND OLD
 FC1644'LEE HIGHWAY 9000, 17.86 METERS (58.6 FT) SOUTH OF THE CENTERLINE OF
 FC1644'OLD LEE HIGHWAY, 40.36 METERS (132.4 FT) NORTH-NORTHWEST OF THE
 FC1644'NORTHWEST CORNER OF GARAGE BUILDING IN GAS STATION, 9.0 METERS
 FC1644'(29.5 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH, AND
 FC1644'5.0 METERS (16.4 FT) SOUTH OF POWERLINE POLE NUMBER OW2504.
 FC1644'THE MARK IS 5.6 METERS  S FROM A WITNESS POST.
 FC1644'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1604 ***********************************************************************
 FC1604  DESIGNATION -  F 295
 FC1604  PID         -  FC1604
 FC1604  STATE/COUNTY-  TN/BLOUNT
 FC1604  USGS QUAD   -  TALLASSEE (1985)
 FC1604
 FC1604                         *CURRENT SURVEY CONTROL
 FC1604  ___________________________________________________________________
 FC1604* NAD 83(1986)-  35 35 10.     (N)    084 05 38.     (W)     SCALED    
 FC1604* NAVD 88     -       259.921  (meters)     852.76   (feet)  ADJUSTED  
 FC1604  ___________________________________________________________________
 FC1604  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1604  DYNAMIC HT  -         259.673 (meters)     851.94  (feet)  COMP
 FC1604  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 FC1604
 FC1604  VERT ORDER  -  FIRST     CLASS II
 FC1604
 FC1604.The horizontal coordinates were scaled from a topographic map and have
 FC1604.an estimated accuracy of +/- 6 seconds.
 FC1604
 FC1604.The orthometric height was determined by differential leveling
 FC1604.and adjusted by the National Geodetic Survey in June 1991..
 FC1604
 FC1604.The geoid height was determined by GEOID03.
 FC1604
 FC1604.The dynamic height is computed by dividing the NAVD 88
 FC1604.geopotential number by the normal gravity value computed on the
 FC1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1604.degrees latitude (g = 980.6199 gals.).
 FC1604
 FC1604.The modeled gravity was interpolated from observed gravity values.
 FC1604
 FC1604;                    North         East    Units  Estimated Accuracy
 FC1604;SPC TN       -   140,680.      772,740.      MT  (+/- 180 meters Scaled)
 FC1604
 FC1604                          SUPERSEDED SURVEY CONTROL
 FC1604
 FC1604  NGVD 29 (12/12/91)  260.037  (m)          853.14   (f) ADJUSTED    1 2
 FC1604
 FC1604.Superseded values are not recommended for survey control.
 FC1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1604.See file dsdata.txt to determine how the superseded data were derived.
 FC1604
 FC1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE633419(NAD 83)
 FC1604_MARKER: I = METAL ROD
 FC1604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1604+WITH SETTING: INFORMATION.
 FC1604_SP_SET: SHALLOW SET METAL ROD
 FC1604_STAMPING: F 295 1983
 FC1604_MARK LOGO: NGS   
 FC1604_PROJECTION: FLUSH
 FC1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1604_ROD/PIPE-DEPTH: 1.7  meters
 FC1604
 FC1604  HISTORY     - Date     Condition        Report By
 FC1604  HISTORY     - 1983     MONUMENTED       NGS
 FC1604
 FC1604                          STATION DESCRIPTION
 FC1604
 FC1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1604'7.8 KM (4.85 MI) NW FROM TALLASSEE.
 FC1604'7.8 KM (4.85 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1604'IN TALLASSEE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF FOUR MILE
 FC1604'ROAD, 8.08 METERS (26.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FC1604'9.45 METERS (31.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF FOUR MILE
 FC1604'ROAD, 0.85 METER (2.8 FT) SOUTH-SOUTHWEST OF TELEPHONE POLE T 36-46.
 FC1604'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 FC1604'AND ANCHORED AT 1.7 METERS.
 FC1604'THE MARK IS 0.55 METERS  NNE FROM A WITNESS POST.
 FC1604'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2117 ***********************************************************************
 FE2117  DESIGNATION -  F 297
 FE2117  PID         -  FE2117
 FE2117  STATE/COUNTY-  TN/MCNAIRY
 FE2117  USGS QUAD   -  GUYS (1983)
 FE2117
 FE2117                         *CURRENT SURVEY CONTROL
 FE2117  ___________________________________________________________________
 FE2117* NAD 83(1986)-  35 04 02.     (N)    088 32 31.     (W)     SCALED    
 FE2117* NAVD 88     -       144.088  (meters)     472.73   (feet)  ADJUSTED  
 FE2117  ___________________________________________________________________
 FE2117  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2117  DYNAMIC HT  -         143.952 (meters)     472.28  (feet)  COMP
 FE2117  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FE2117
 FE2117  VERT ORDER  -  FIRST     CLASS II
 FE2117
 FE2117.The horizontal coordinates were scaled from a topographic map and have
 FE2117.an estimated accuracy of +/- 6 seconds.
 FE2117
 FE2117.The orthometric height was determined by differential leveling
 FE2117.and adjusted by the National Geodetic Survey in June 1991..
 FE2117
 FE2117.The geoid height was determined by GEOID03.
 FE2117
 FE2117.The dynamic height is computed by dividing the NAVD 88
 FE2117.geopotential number by the normal gravity value computed on the
 FE2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2117.degrees latitude (g = 980.6199 gals.).
 FE2117
 FE2117.The modeled gravity was interpolated from observed gravity values.
 FE2117
 FE2117;                    North         East    Units  Estimated Accuracy
 FE2117;SPC TN       -    84,440.      368,160.      MT  (+/- 180 meters Scaled)
 FE2117
 FE2117                          SUPERSEDED SURVEY CONTROL
 FE2117
 FE2117.No superseded survey control is available for this station.
 FE2117
 FE2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD594815(NAD 83)
 FE2117_MARKER: I = METAL ROD
 FE2117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2117_SP_SET: STAINLESS STEEL ROD
 FE2117_STAMPING: F 297 1983
 FE2117_MARK LOGO: NGS   
 FE2117_PROJECTION: FLUSH
 FE2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2117_ROD/PIPE-DEPTH: 7.31 meters
 FE2117
 FE2117  HISTORY     - Date     Condition        Report By
 FE2117  HISTORY     - 1983     MONUMENTED       NGS
 FE2117  HISTORY     - 20020918 POOR             USACE
 FE2117
 FE2117                          STATION DESCRIPTION
 FE2117
 FE2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2117'15.3 KM (9.5 MI) NORTH FROM CORINTH MS.
 FE2117'15.3 KM (9.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2117'CORINTH, MISSISSIPPI TO THE MARK ON THE LEFT, 10.15 METERS (33.3 FT)
 FE2117'WEST OF THE CENTERLINE OF THE HIGHWAY, 43.04 METERS (141.2 FT) NORTH
 FE2117'TO THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A LARGE TWO STORY
 FE2117'BRICK HOUSE, 40.66 METERS (133.4 FT) EAST-NORTHEAST OF THE NORTHEAST
 FE2117'CORNER OF THE HOUSE, AND 0.88 METER (2.9 FT) SOUTH OF A POWERLINE
 FE2117'POLE.
 FE2117'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 FE2117'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2117
 FE2117                          STATION RECOVERY (2002)
 FE2117
 FE2117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2117'MARK DESTROYED. NEW HWY WIDENING, MARK FALLS IN MIDDLE OF SOUTH BOUND
 FE2117'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2143 ***********************************************************************
 FE2143  DESIGNATION -  F 298
 FE2143  PID         -  FE2143
 FE2143  STATE/COUNTY-  TN/HARDEMAN
 FE2143  USGS QUAD   -  MIDDLETON (1980)
 FE2143
 FE2143                         *CURRENT SURVEY CONTROL
 FE2143  ___________________________________________________________________
 FE2143* NAD 83(1986)-  35 02 14.     (N)    088 57 37.     (W)     SCALED    
 FE2143* NAVD 88     -       173.049  (meters)     567.74   (feet)  ADJUSTED  
 FE2143  ___________________________________________________________________
 FE2143  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2143  DYNAMIC HT  -         172.884 (meters)     567.20  (feet)  COMP
 FE2143  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FE2143
 FE2143  VERT ORDER  -  FIRST     CLASS II
 FE2143
 FE2143.The horizontal coordinates were scaled from a topographic map and have
 FE2143.an estimated accuracy of +/- 6 seconds.
 FE2143
 FE2143.The orthometric height was determined by differential leveling
 FE2143.and adjusted by the National Geodetic Survey in June 1991..
 FE2143
 FE2143.The geoid height was determined by GEOID03.
 FE2143
 FE2143.The dynamic height is computed by dividing the NAVD 88
 FE2143.geopotential number by the normal gravity value computed on the
 FE2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2143.degrees latitude (g = 980.6199 gals.).
 FE2143
 FE2143.The modeled gravity was interpolated from observed gravity values.
 FE2143
 FE2143;                    North         East    Units  Estimated Accuracy
 FE2143;SPC TN       -    82,180.      329,910.      MT  (+/- 180 meters Scaled)
 FE2143
 FE2143                          SUPERSEDED SURVEY CONTROL
 FE2143
 FE2143.No superseded survey control is available for this station.
 FE2143
 FE2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD211789(NAD 83)
 FE2143_MARKER: I = METAL ROD
 FE2143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2143_SP_SET: STAINLESS STEEL ROD
 FE2143_STAMPING: F 298 1983
 FE2143_MARK LOGO: NGS   
 FE2143_PROJECTION: FLUSH
 FE2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2143+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2143_ROD/PIPE-DEPTH: 9.75 meters
 FE2143
 FE2143  HISTORY     - Date     Condition        Report By
 FE2143  HISTORY     - 1983     MONUMENTED       NGS
 FE2143  HISTORY     - 20020410 GOOD             NGS
 FE2143  HISTORY     - 20020919 GOOD             USACE
 FE2143
 FE2143                          STATION DESCRIPTION
 FE2143
 FE2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2143'10.3 KM (6.4 MI) WEST FROM MIDDLETON.
 FE2143'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2143'SOUTHERN RAILROAD IN MIDDLETON, THENCE 7.9 KM (4.9 MI) WEST ALONG
 FE2143'STATE HIGHWAY 57 TO THE NEW BETHEL BAPTIST CHURCH AND THE MARK ON THE
 FE2143'RIGHT, 12.47 METERS (40.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2143'22.92 METERS (75.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE NEW
 FE2143'BETHEL BAPTIST CHURCH, 11.89 METERS (39.0 FT) EAST OF THE APPROXIMATE
 FE2143'CENTER OF THE ENTRANCE TO THE CHURCH, 1.28 METERS (4.2 FT) EAST OF THE
 FE2143'NORTH BRACE POLE FOR THE NEW BETHEL BAPTIST CHURCH SIGN, AND
 FE2143'0.88 METERS (2.9 FT) SOUTHWEST OF A POWERLINE POLE.
 FE2143'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 FE2143'THE MARK IS 1.22 M ABOVE HIGHWAY.
 FE2143
 FE2143                          STATION RECOVERY (2002)
 FE2143
 FE2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMH)
 FE2143'THE STATION IS LOCATED 5.4 MI (8.7 KM) WEST FROM MIDDLETON, TN.  TO
 FE2143'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 125 AND THE XING OF
 FE2143'SOUTHERN RR IN MIDDLETON, PROCEED SOUTH ALONG HIGHWAY 125 FOR 1.5 MI
 FE2143'(2.4 KM) SOUTH THENCE 4.0 MI (6.4 KM) WEST ALONG STATE HIGHWAY 57 TO
 FE2143'THE NEW BETHEL BAPTIST CHURCH AND THE MARK ON THE LEFT.  THE STATION
 FE2143'IS 50.5 FT (15.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 57, 81.8 FT NW
 FE2143'OF THE CENTER OF THE GLASS ENTRANCE OF NEW BETHEL BAPTIST CHURCH, 36.0
 FE2143'FT EAST AT THE CENTERLINE OF THE PAVED ENTRANCE TO CHURCH, 19.0 FT
 FE2143'(5.8 M) WEST OF THE NORTH BRACE POLE FOR THE NEW NEW BETHEL BAPTIST
 FE2143'CHURCH SIGN AND 9.8 FT (3.0 M) WEST OF A POWERPOLE WITH TRANSFORMER.
 FE2143'FLAP TO ACCESS COVER SHEARED OFF.  F298 RESTAMPED OPPOSITE OLD
 FE2143'STAMPING WHERE ONLY DATE REMAINS.  DESCRIBED BY JAMES M HAMNA AT 901
 FE2143'573-4181.
 FE2143
 FE2143                          STATION RECOVERY (2002)
 FE2143
 FE2143'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2143'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 57 AND HIGHWAY
 FE2143'125, 1.5 MI (2.4 KM) S OF MIDDLETON, TENNESSEE, PROCEED W ALONG
 FE2143'HIGHWAY 57 FOR 4.9 MI (7.9 KM) TO THE NEW BETHEL BAPTIST CHURCH AND
 FE2143'THE MARK ON THE LEFT.  THE STATION IS LOCATED 51.0 FT (15.5 M) S OF
 FE2143'THE CENTERLINE OF HIGHWAY 57, 82.0 FT (25.0 M) NW OF THE CENTER OF THE
 FE2143'GLASS DOOR ENTRY TO THE CHURCH, 10.1 FT (3.1 M) W OF A POWERPOLE WITH
 FE2143'TRANSFORMER, METER AND LIGHT, 39.0 FT (11.9 M) E OF THE CENTERLINE OF
 FE2143'THE PAVED ENTRANCE TO CHURCH AND 1.7 FT (0.5 M) N OF N EDGE OF ASPHALT
 FE2143'PARKING LOT.  ACCESS COVER FLAP GONE FROM MONUMENT. DESCRIBED BY MIKE
 FE2143'HAMRA, MEM COE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2170 ***********************************************************************
 FE2170  DESIGNATION -  F 299
 FE2170  PID         -  FE2170
 FE2170  STATE/COUNTY-  TN/FAYETTE
 FE2170  USGS QUAD   -  MOSCOW (1965)
 FE2170
 FE2170                         *CURRENT SURVEY CONTROL
 FE2170  ___________________________________________________________________
 FE2170* NAD 83(1986)-  35 03 08.     (N)    089 26 33.     (W)     SCALED    
 FE2170* NAVD 88     -       119.875  (meters)     393.29   (feet)  ADJUSTED  
 FE2170  ___________________________________________________________________
 FE2170  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2170  DYNAMIC HT  -         119.762 (meters)     392.92  (feet)  COMP
 FE2170  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE2170
 FE2170  VERT ORDER  -  FIRST     CLASS II
 FE2170
 FE2170.The horizontal coordinates were scaled from a topographic map and have
 FE2170.an estimated accuracy of +/- 6 seconds.
 FE2170
 FE2170.The orthometric height was determined by differential leveling
 FE2170.and adjusted by the National Geodetic Survey in June 1991..
 FE2170
 FE2170.The geoid height was determined by GEOID03.
 FE2170
 FE2170.The dynamic height is computed by dividing the NAVD 88
 FE2170.geopotential number by the normal gravity value computed on the
 FE2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2170.degrees latitude (g = 980.6199 gals.).
 FE2170
 FE2170.The modeled gravity was interpolated from observed gravity values.
 FE2170
 FE2170;                    North         East    Units  Estimated Accuracy
 FE2170;SPC TN       -    85,290.      285,990.      MT  (+/- 180 meters Scaled)
 FE2170
 FE2170                          SUPERSEDED SURVEY CONTROL
 FE2170
 FE2170.No superseded survey control is available for this station.
 FE2170
 FE2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD772815(NAD 83)
 FE2170_MARKER: I = METAL ROD
 FE2170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2170_SP_SET: STAINLESS STEEL ROD
 FE2170_STAMPING: F 299 1983
 FE2170_MARK LOGO: NGS   
 FE2170_PROJECTION: FLUSH
 FE2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2170+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2170_ROD/PIPE-DEPTH: 10.9 meters
 FE2170
 FE2170  HISTORY     - Date     Condition        Report By
 FE2170  HISTORY     - 1983     MONUMENTED       NGS
 FE2170  HISTORY     - 20020924 GOOD             USACE
 FE2170  HISTORY     - 20060506 POOR             GEOCAC
 FE2170
 FE2170                          STATION DESCRIPTION
 FE2170
 FE2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2170'4.6 KM (2.85 MI) WEST FROM MOSCOW.
 FE2170'4.6 KM (2.85 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2170'STATE HIGHWAY 76 NORTH IN MOSCOW TO THE TROXEL MANUFACTURING COMPANY
 FE2170'ON THE RIGHT AND THE MARK ON THE LEFT, IN LINE WITH THE EAST ENTRANCE
 FE2170'TO THE PLANT, 10.82 METERS (35.5 FT) SOUTH OF THE CENTERLINE OF THE
 FE2170'HIGHWAY, 8.23 METERS (27.0 FT) NORTH OF A GUY WIRE ANCHOR FOR A
 FE2170'POWERLINE POLE, 1.58 METERS (5.2 FT) EAST-SOUTHEAST OF A TELEPHONE
 FE2170'JUNCTION BOX, AND 0.73 METER (2.4 FT) SOUTHEAST OF A POWERLINE POLE.
 FE2170'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2170'THE MARK IS 1.22 M ABOVE HIGHWAY.
 FE2170
 FE2170                          STATION RECOVERY (2002)
 FE2170
 FE2170'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2170'FLAP ON ACCESS COVER REMOVED.
 FE2170
 FE2170                          STATION RECOVERY (2006)
 FE2170
 FE2170'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2170'RECOVERED AS DESCRIBED.  THE ACCESS COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0378 ***********************************************************************
 GC0378  DESIGNATION -  F 3
 GC0378  PID         -  GC0378
 GC0378  STATE/COUNTY-  TN/DAVIDSON
 GC0378  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0378
 GC0378                         *CURRENT SURVEY CONTROL
 GC0378  ___________________________________________________________________
 GC0378* NAD 83(1986)-  36 12 17.     (N)    086 52 08.     (W)     SCALED    
 GC0378* NAVD 88     -       128.729  (meters)     422.34   (feet)  ADJUSTED  
 GC0378  ___________________________________________________________________
 GC0378  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0378  DYNAMIC HT  -         128.618 (meters)     421.97  (feet)  COMP
 GC0378  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0378
 GC0378  VERT ORDER  -  FIRST     CLASS II
 GC0378
 GC0378.The horizontal coordinates were scaled from a topographic map and have
 GC0378.an estimated accuracy of +/- 6 seconds.
 GC0378
 GC0378.The orthometric height was determined by differential leveling
 GC0378.and adjusted by the National Geodetic Survey in June 1991..
 GC0378
 GC0378.The geoid height was determined by GEOID03.
 GC0378
 GC0378.The dynamic height is computed by dividing the NAVD 88
 GC0378.geopotential number by the normal gravity value computed on the
 GC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0378.degrees latitude (g = 980.6199 gals.).
 GC0378
 GC0378.The modeled gravity was interpolated from observed gravity values.
 GC0378
 GC0378;                    North         East    Units  Estimated Accuracy
 GC0378;SPC TN       -   207,980.      521,860.      MT  (+/- 180 meters Scaled)
 GC0378
 GC0378                          SUPERSEDED SURVEY CONTROL
 GC0378
 GC0378  NGVD 29 (??/??/92)  128.759  (m)          422.44   (f) ADJ UNCH    1 2
 GC0378
 GC0378.Superseded values are not recommended for survey control.
 GC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0378.See file dsdata.txt to determine how the superseded data were derived.
 GC0378
 GC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF117066(NAD 83)
 GC0378_MARKER: DB = BENCH MARK DISK
 GC0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0378_STAMPING: F 3 1921 ELEV 422.683 FT
 GC0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0378+STABILITY: SURFACE MOTION
 GC0378
 GC0378  HISTORY     - Date     Condition        Report By
 GC0378  HISTORY     - 1921     MONUMENTED       CGS
 GC0378  HISTORY     - 1949     GOOD             NGS
 GC0378  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0378
 GC0378                          STATION DESCRIPTION
 GC0378
 GC0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0378'4.7 MI NW FROM NASHVILLE.
 GC0378'4.7 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0378'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, AT JORDONIA, 725 FEET
 GC0378'WEST OF THE MAIN ROAD CROSSING, 170 FEET WEST-NORTHWEST AND ACROSS
 GC0378'A DIM ROAD FROM THE NORTHWEST CORNER OF A RAILWAY SECTION TOOL
 GC0378'HOUSE, 70 1/2 FEET NORTHWEST OF THE CENTER OF A DIM ROAD CROSSING,
 GC0378'62.8 FEET NORTH OF THE NORTH RAIL, 29 FEET NORTHWEST OF THE CENTER
 GC0378'OF THE DIM ROAD AT A TURN IN ROAD WITH TANGENTS EXTENDING SOUTH AND
 GC0378'EAST, 42 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF A WHITE
 GC0378'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF
 GC0378'A CONCRETE POST PROJECTING 6 IN.
 GC0378
 GC0378                          STATION RECOVERY (1984)
 GC0378
 GC0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0378'SEARCHED FOR BUT NOT RECOVERED, LAND WORK HAS BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0501 ***********************************************************************
 FD0501  DESIGNATION -  F 30
 FD0501  PID         -  FD0501
 FD0501  STATE/COUNTY-  TN/MAURY
 FD0501  USGS QUAD   -  GLENDALE (1981)
 FD0501
 FD0501                         *CURRENT SURVEY CONTROL
 FD0501  ___________________________________________________________________
 FD0501* NAD 83(1986)-  35 32 30.     (N)    086 59 25.     (W)     SCALED    
 FD0501* NAVD 88     -       194.597  (meters)     638.44   (feet)  ADJUSTED  
 FD0501  ___________________________________________________________________
 FD0501  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0501  DYNAMIC HT  -         194.424 (meters)     637.87  (feet)  COMP
 FD0501  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FD0501
 FD0501  VERT ORDER  -  SECOND    CLASS 0
 FD0501
 FD0501.The horizontal coordinates were scaled from a topographic map and have
 FD0501.an estimated accuracy of +/- 6 seconds.
 FD0501
 FD0501.The orthometric height was determined by differential leveling
 FD0501.and adjusted by the National Geodetic Survey in June 1991..
 FD0501
 FD0501.The geoid height was determined by GEOID03.
 FD0501
 FD0501.The dynamic height is computed by dividing the NAVD 88
 FD0501.geopotential number by the normal gravity value computed on the
 FD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0501.degrees latitude (g = 980.6199 gals.).
 FD0501
 FD0501.The modeled gravity was interpolated from observed gravity values.
 FD0501
 FD0501;                    North         East    Units  Estimated Accuracy
 FD0501;SPC TN       -   134,520.      510,200.      MT  (+/- 180 meters Scaled)
 FD0501
 FD0501                          SUPERSEDED SURVEY CONTROL
 FD0501
 FD0501  NGVD 29 (??/??/92)  194.576  (m)          638.37   (f) ADJ UNCH    2 0
 FD0501
 FD0501.Superseded values are not recommended for survey control.
 FD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0501.See file dsdata.txt to determine how the superseded data were derived.
 FD0501
 FD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE008331(NAD 83)
 FD0501_MARKER: DB = BENCH MARK DISK
 FD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0501_STAMPING: F 30 1934
 FD0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0501+STABILITY: SURFACE MOTION
 FD0501
 FD0501  HISTORY     - Date     Condition        Report By
 FD0501  HISTORY     - 1934     MONUMENTED       CGS
 FD0501  HISTORY     - 1935     GOOD             NGS
 FD0501
 FD0501                          STATION DESCRIPTION
 FD0501
 FD0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0501'5.2 MI SE FROM COLUMBIA.
 FD0501'5.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0501'FROM THE STATION AT COLUMBIA, MAURY COUNTY, AT GLENDALE, 400
 FD0501'FEET SOUTHEAST OF MILEPOST L 238, 18 RAILS NORTHWEST OF A ROAD
 FD0501'CROSSING, 60 FEET SOUTHEAST OF THE SECTION HOUSE, IN THE
 FD0501'SOUTHEAST CORNER OF THE YARD, 40 FEET WEST OF THE CENTERLINE
 FD0501'OF THE TRACK, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FD0501'STAMPED F 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2176 ***********************************************************************
 FE2176  DESIGNATION -  F 300
 FE2176  PID         -  FE2176
 FE2176  STATE/COUNTY-  TN/FAYETTE
 FE2176  USGS QUAD   -  ROSSVILLE (1981)
 FE2176
 FE2176                         *CURRENT SURVEY CONTROL
 FE2176  ___________________________________________________________________
 FE2176* NAD 83(1986)-  35 02 31.     (N)    089 33 26.     (W)     SCALED    
 FE2176* NAVD 88     -        97.552  (meters)     320.05   (feet)  ADJUSTED  
 FE2176  ___________________________________________________________________
 FE2176  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2176  DYNAMIC HT  -          97.461 (meters)     319.75  (feet)  COMP
 FE2176  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FE2176
 FE2176  VERT ORDER  -  FIRST     CLASS II
 FE2176
 FE2176.The horizontal coordinates were scaled from a topographic map and have
 FE2176.an estimated accuracy of +/- 6 seconds.
 FE2176
 FE2176.The orthometric height was determined by differential leveling
 FE2176.and adjusted by the National Geodetic Survey in June 1991..
 FE2176
 FE2176.The geoid height was determined by GEOID03.
 FE2176
 FE2176.The dynamic height is computed by dividing the NAVD 88
 FE2176.geopotential number by the normal gravity value computed on the
 FE2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2176.degrees latitude (g = 980.6199 gals.).
 FE2176
 FE2176.The modeled gravity was interpolated from observed gravity values.
 FE2176
 FE2176;                    North         East    Units  Estimated Accuracy
 FE2176;SPC TN       -    84,520.      275,490.      MT  (+/- 180 meters Scaled)
 FE2176
 FE2176                          SUPERSEDED SURVEY CONTROL
 FE2176
 FE2176.No superseded survey control is available for this station.
 FE2176
 FE2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD667806(NAD 83)
 FE2176_MARKER: I = METAL ROD
 FE2176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2176_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2176_STAMPING: F 300 1983
 FE2176_MARK LOGO: NGS   
 FE2176_PROJECTION: FLUSH
 FE2176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2176+STABILITY: POSITION/ELEVATION WELL
 FE2176_ROD/PIPE-DEPTH: 30.5 meters
 FE2176_SLEEVE-DEPTH  : 6.09 meters
 FE2176
 FE2176  HISTORY     - Date     Condition        Report By
 FE2176  HISTORY     - 1983     MONUMENTED       NGS
 FE2176  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2176
 FE2176                          STATION DESCRIPTION
 FE2176
 FE2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2176'1.8 KM (1.1 MI) WEST FROM ROSSVILLE.
 FE2176'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2176'ROSSVILLE, THENCE 1.2 KM (0.75 MI) WEST ALONG STATE HIGHWAY 57, SET IN
 FE2176'THE LAWN AT THE ROSSVILLE HEALTH CENTER, BY THE SOUTHEAST CORNER OF
 FE2176'THE LARGE BRICK HEALTH CENTER SIGN, 25.75 METERS (84.5 FT) SOUTH OF
 FE2176'THE CENTERLINE OF THE HIGHWAY, 14.32 METERS (47.0 FT) EAST OF THE
 FE2176'CENTER OF AN ASPHALT ROAD LEADING SOUTH, 54.71 METERS (179.5 FT)
 FE2176'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HEALTH CENTER BUILDING,
 FE2176'24.23 METERS (79.5 FT) EAST-NORTHEAST AND ACROSS THE ASPHALT ROAD FROM
 FE2176'A POWERLINE POLE WITH A LARGE TRANSFORMER, 7.92 METERS (26.0 FT) NORTH
 FE2176'OF THE NORTHWEST CORNER OF THE PARKING LOT, AND 2.65 METERS (8.7 FT)
 FE2176'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HEALTH CENTER SIGN.  NOTE,
 FE2176'THE DATUM POINT IS STAMPED G 300.
 FE2176'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2176
 FE2176                          STATION RECOVERY (2002)
 FE2176
 FE2176'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1356 ***********************************************************************
 FD1356  DESIGNATION -  F 301
 FD1356  PID         -  FD1356
 FD1356  STATE/COUNTY-  TN/LAWRENCE
 FD1356  USGS QUAD   -  ST JOSEPH (1976)
 FD1356
 FD1356                         *CURRENT SURVEY CONTROL
 FD1356  ___________________________________________________________________
 FD1356* NAD 83(1986)-  35 02 13.     (N)    087 30 43.     (W)     SCALED    
 FD1356* NAVD 88     -       222.334  (meters)     729.44   (feet)  ADJUSTED  
 FD1356  ___________________________________________________________________
 FD1356  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1356  DYNAMIC HT  -         222.122 (meters)     728.75  (feet)  COMP
 FD1356  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FD1356
 FD1356  VERT ORDER  -  FIRST     CLASS II
 FD1356
 FD1356.The horizontal coordinates were scaled from a topographic map and have
 FD1356.an estimated accuracy of +/- 6 seconds.
 FD1356
 FD1356.The orthometric height was determined by differential leveling
 FD1356.and adjusted by the National Geodetic Survey in June 1991..
 FD1356
 FD1356.The geoid height was determined by GEOID03.
 FD1356
 FD1356.The dynamic height is computed by dividing the NAVD 88
 FD1356.geopotential number by the normal gravity value computed on the
 FD1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1356.degrees latitude (g = 980.6199 gals.).
 FD1356
 FD1356.The modeled gravity was interpolated from observed gravity values.
 FD1356
 FD1356;                    North         East    Units  Estimated Accuracy
 FD1356;SPC TN       -    79,130.      462,040.      MT  (+/- 180 meters Scaled)
 FD1356
 FD1356                          SUPERSEDED SURVEY CONTROL
 FD1356
 FD1356.No superseded survey control is available for this station.
 FD1356
 FD1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD533772(NAD 83)
 FD1356_MARKER: I = METAL ROD
 FD1356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1356_SP_SET: STAINLESS STEEL ROD
 FD1356_STAMPING: F 301 1983
 FD1356_MARK LOGO: NGS   
 FD1356_PROJECTION: FLUSH
 FD1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1356_ROD/PIPE-DEPTH: 4.57 meters
 FD1356
 FD1356  HISTORY     - Date     Condition        Report By
 FD1356  HISTORY     - 1983     MONUMENTED       NGS
 FD1356
 FD1356                          STATION DESCRIPTION
 FD1356
 FD1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1356'0.7 KM (0.45 MI) WEST FROM ST JOSEPH.
 FD1356'0.1 KM (0.05 MI) WEST ALONG WALNUT STREET FROM THE POST OFFICE IN ST.
 FD1356'JOSEPH TO THE JUNCTION OF MAIN STREET, THENCE 0.2 KM (0.1 MI) NORTH
 FD1356'ALONG MAIN STREET TO THE JUNCTION OF IRON CITY ROAD, THENCE 0.5 KM
 FD1356'(0.3 MI) WEST ALONG IRON CITY ROAD TO THE MARK ON THE RIGHT,
 FD1356'8.23 METERS (27.0 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 FD1356'15.58 METERS (51.1 FT) WEST OF CORNER FENCE POST, 3.51 METERS
 FD1356'(11.5 FT) EAST OF THE APPROXIMATE CENTER OF A FIELD ACCESS ROAD,
 FD1356'3.14 METERS (10.3 FT) NORTH OF A 2 FOOT DIAMETER CONCRETE CULVERT
 FD1356'UNDER THE ACCESS ROAD, AND 0.91 METERS (3.0 FT) EAST OF THE EAST GATE
 FD1356'POST OF A FENCE.
 FD1356'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD1356'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1389 ***********************************************************************
 FD1389  DESIGNATION -  F 302
 FD1389  PID         -  FD1389
 FD1389  STATE/COUNTY-  TN/WILLIAMSON
 FD1389  USGS QUAD   -  SPRING HILL (1979)
 FD1389
 FD1389                         *CURRENT SURVEY CONTROL
 FD1389  ___________________________________________________________________
 FD1389* NAD 83(1986)-  35 46 38.     (N)    086 54 54.     (W)     SCALED    
 FD1389* NAVD 88     -       245.049  (meters)     803.96   (feet)  ADJUSTED  
 FD1389  ___________________________________________________________________
 FD1389  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FD1389  DYNAMIC HT  -         244.833 (meters)     803.26  (feet)  COMP
 FD1389  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD1389
 FD1389  VERT ORDER  -  FIRST     CLASS II
 FD1389
 FD1389.The horizontal coordinates were scaled from a topographic map and have
 FD1389.an estimated accuracy of +/- 6 seconds.
 FD1389
 FD1389.The orthometric height was determined by differential leveling
 FD1389.and adjusted by the National Geodetic Survey in June 1991..
 FD1389
 FD1389.The geoid height was determined by GEOID03.
 FD1389
 FD1389.The dynamic height is computed by dividing the NAVD 88
 FD1389.geopotential number by the normal gravity value computed on the
 FD1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1389.degrees latitude (g = 980.6199 gals.).
 FD1389
 FD1389.The modeled gravity was interpolated from observed gravity values.
 FD1389
 FD1389;                    North         East    Units  Estimated Accuracy
 FD1389;SPC TN       -   160,590.      517,270.      MT  (+/- 180 meters Scaled)
 FD1389
 FD1389                          SUPERSEDED SURVEY CONTROL
 FD1389
 FD1389.No superseded survey control is available for this station.
 FD1389
 FD1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076592(NAD 83)
 FD1389_MARKER: I = METAL ROD
 FD1389_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1389+WITH SETTING: INFORMATION.
 FD1389_SP_SET: SHALLOW SET METAL ROD
 FD1389_STAMPING: F 302 1984
 FD1389_MARK LOGO: NGS   
 FD1389_PROJECTION: FLUSH
 FD1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1389_ROD/PIPE-DEPTH: 2.74 meters
 FD1389
 FD1389  HISTORY     - Date     Condition        Report By
 FD1389  HISTORY     - 1984     MONUMENTED       NGS
 FD1389
 FD1389                          STATION DESCRIPTION
 FD1389
 FD1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1389'3.1 KM (1.9 MI) NORTH FROM SPRING HILL.
 FD1389'3.1 KM (1.9 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1389'SPRING HILL TO THE JUNCTION OF WILKES LANE AND THE MARK ON THE RIGHT,
 FD1389'9.78 METERS (32.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FD1389'5.27 METERS (17.3 FT) NORTH OF THE GUY WIRE ANCHOR FOR POWERLINE POLE
 FD1389'NUMBER MTEMC, 2.23 METERS (7.3 FT) SOUTH OF THE CORNER POST OF A
 FD1389'WOODEN AND WIRE FENCE, 1.43 METERS (4.7 FT) EAST OF POWERLINE POLE
 FD1389'NUMBER MTEMC, AND 0.30 METERS (1.0 FT) WEST OF A WOODEN FENCE.
 FD1389'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1389'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1380 ***********************************************************************
 FD1380  DESIGNATION -  F 303
 FD1380  PID         -  FD1380
 FD1380  STATE/COUNTY-  TN/MAURY
 FD1380  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1380
 FD1380                         *CURRENT SURVEY CONTROL
 FD1380  ___________________________________________________________________
 FD1380* NAD 83(1986)-  35 33 13.     (N)    087 10 49.     (W)     SCALED    
 FD1380* NAVD 88     -       201.112  (meters)     659.82   (feet)  ADJUSTED  
 FD1380  ___________________________________________________________________
 FD1380  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1380  DYNAMIC HT  -         200.930 (meters)     659.22  (feet)  COMP
 FD1380  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FD1380
 FD1380  VERT ORDER  -  FIRST     CLASS II
 FD1380
 FD1380.This mark is at Maury County Airport (MRC)
 FD1380
 FD1380.The horizontal coordinates were scaled from a topographic map and have
 FD1380.an estimated accuracy of +/- 6 seconds.
 FD1380
 FD1380.The orthometric height was determined by differential leveling
 FD1380.and adjusted by the National Geodetic Survey in June 1991..
 FD1380
 FD1380.The geoid height was determined by GEOID03.
 FD1380
 FD1380.The dynamic height is computed by dividing the NAVD 88
 FD1380.geopotential number by the normal gravity value computed on the
 FD1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1380.degrees latitude (g = 980.6199 gals.).
 FD1380
 FD1380.The modeled gravity was interpolated from observed gravity values.
 FD1380
 FD1380;                    North         East    Units  Estimated Accuracy
 FD1380;SPC TN       -   136,030.      492,990.      MT  (+/- 180 meters Scaled)
 FD1380
 FD1380                          SUPERSEDED SURVEY CONTROL
 FD1380
 FD1380.No superseded survey control is available for this station.
 FD1380
 FD1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE836344(NAD 83)
 FD1380_MARKER: I = METAL ROD
 FD1380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1380_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1380_STAMPING: F 303 1984
 FD1380_MARK LOGO: NGS   
 FD1380_PROJECTION: RECESSED 3 CENTIMETERS
 FD1380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1380+STABILITY: POSITION/ELEVATION WELL
 FD1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1380+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD1380_ROD/PIPE-DEPTH: 4.26 meters
 FD1380_SLEEVE-DEPTH  : 1.21 meters
 FD1380
 FD1380  HISTORY     - Date     Condition        Report By
 FD1380  HISTORY     - 1984     MONUMENTED       NGS
 FD1380  HISTORY     - 20020514 GOOD             TNDT
 FD1380
 FD1380                          STATION DESCRIPTION
 FD1380
 FD1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1380'3.2 KM (2.0 MI) NORTH FROM MOUNT PLEASANT.
 FD1380'3.2 KM (2.0 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1380'MOUNT PLEASANT, SET IN THE LAWN ON THE WEST SIDE OF THE THIRD AIRPLANE
 FD1380'HANGER SOUTH OF THE OFFICE AT THE MAURY COUNTY AIRFIELD AND BY A BROWN
 FD1380'METAL HANGER, 75.59 METERS (248.0 FT) SOUTHEAST OF THE CENTERLINE OF
 FD1380'THE HIGHWAY, 24.38 METERS (80.0 FT) NORTHEAST OF AN ASPHALT DRIVEWAY
 FD1380'LEADING TO THE HANGERS, 15.85 METERS (52.0 FT) NORTHEAST OF THE
 FD1380'SOUTHWEST CORNER OF THE HANGER, 14.94 METERS (49.0 FT) SOUTHWEST OF
 FD1380'THE NORTHEAST CORNER OF THE HANGER, AND 2.19 METERS (7.2 FT) NORTHWEST
 FD1380'OF THE WEST SIDE OF THE HANGER.
 FD1380'THE MARK IS 1.06 M ABOVE DRIVEWAY.
 FD1380
 FD1380                          STATION RECOVERY (2002)
 FD1380
 FD1380'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1977 ***********************************************************************
 GC1977  DESIGNATION -  F 304
 GC1977  PID         -  GC1977
 GC1977  STATE/COUNTY-  TN/DAVIDSON
 GC1977  USGS QUAD   -  SCOTTSBORO (1983)
 GC1977
 GC1977                         *CURRENT SURVEY CONTROL
 GC1977  ___________________________________________________________________
 GC1977* NAD 83(1986)-  36 12 40.     (N)    086 55 20.     (W)     SCALED    
 GC1977* NAVD 88     -       137.388  (meters)     450.75   (feet)  ADJUSTED  
 GC1977  ___________________________________________________________________
 GC1977  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1977  DYNAMIC HT  -         137.270 (meters)     450.36  (feet)  COMP
 GC1977  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC1977
 GC1977  VERT ORDER  -  FIRST     CLASS II
 GC1977
 GC1977.The horizontal coordinates were scaled from a topographic map and have
 GC1977.an estimated accuracy of +/- 6 seconds.
 GC1977
 GC1977.The orthometric height was determined by differential leveling
 GC1977.and adjusted by the National Geodetic Survey in June 1991..
 GC1977
 GC1977.The geoid height was determined by GEOID03.
 GC1977
 GC1977.The dynamic height is computed by dividing the NAVD 88
 GC1977.geopotential number by the normal gravity value computed on the
 GC1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1977.degrees latitude (g = 980.6199 gals.).
 GC1977
 GC1977.The modeled gravity was interpolated from observed gravity values.
 GC1977
 GC1977;                    North         East    Units  Estimated Accuracy
 GC1977;SPC TN       -   208,730.      517,080.      MT  (+/- 180 meters Scaled)
 GC1977
 GC1977                          SUPERSEDED SURVEY CONTROL
 GC1977
 GC1977.No superseded survey control is available for this station.
 GC1977
 GC1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF069073(NAD 83)
 GC1977_MARKER: DB = BENCH MARK DISK
 GC1977_SETTING: 66 = SET IN ROCK OUTCROP
 GC1977_SP_SET: ROCK OUTCROP
 GC1977_STAMPING: F 304 1984
 GC1977_MARK LOGO: NGS   
 GC1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1977+STABILITY: POSITION/ELEVATION WELL
 GC1977
 GC1977  HISTORY     - Date     Condition        Report By
 GC1977  HISTORY     - 1984     MONUMENTED       NGS
 GC1977
 GC1977                          STATION DESCRIPTION
 GC1977
 GC1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1977'9.6 KM (6.0 MI) NW FROM NASHVILLE.
 GC1977'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1977'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE IN NASHVILLE, THENCE
 GC1977'8.5 KM (5.3 MI) WEST ALONG STATE HIGHWAY 12 TO A DIRT ROAD AND THE
 GC1977'MARK ON THE LEFT, A DISK SET IN BEDROCK, ALSO, 16.2 KM (10.1 MI)
 GC1977'EAST-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE IN ASHLAND
 GC1977'CITY, 23.44 METERS (76.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GC1977'32.07 METERS (105.2 FT) EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD
 GC1977'LEADING SOUTH, 21.58 METERS (70.8 FT) NORTH OF THE APPROXIMATE CENTER
 GC1977'OF AN EAST-WEST DIRT ROAD, 14.45 METERS (47.4 FT) SOUTH OF A FIRE
 GC1977'HYDRANT, AND 8.84 METERS (29.0 FT) NORTH OF THE NORTH RAIL OF A
 GC1977'RAILROAD TRACK.
 GC1977'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 GC1977'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2001 ***********************************************************************
 GC2001  DESIGNATION -  F 305
 GC2001  PID         -  GC2001
 GC2001  STATE/COUNTY-  TN/MONTGOMERY
 GC2001  USGS QUAD   -  HENRIETTA (1983)
 GC2001
 GC2001                         *CURRENT SURVEY CONTROL
 GC2001  ___________________________________________________________________
 GC2001* NAD 83(1986)-  36 25 15.     (N)    087 12 51.     (W)     SCALED    
 GC2001* NAVD 88     -       186.020  (meters)     610.30   (feet)  ADJUSTED  
 GC2001  ___________________________________________________________________
 GC2001  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2001  DYNAMIC HT  -         185.865 (meters)     609.79  (feet)  COMP
 GC2001  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GC2001
 GC2001  VERT ORDER  -  FIRST     CLASS II
 GC2001
 GC2001.The horizontal coordinates were scaled from a topographic map and have
 GC2001.an estimated accuracy of +/- 6 seconds.
 GC2001
 GC2001.The orthometric height was determined by differential leveling
 GC2001.and adjusted by the National Geodetic Survey in June 1991..
 GC2001
 GC2001.The geoid height was determined by GEOID03.
 GC2001
 GC2001.The dynamic height is computed by dividing the NAVD 88
 GC2001.geopotential number by the normal gravity value computed on the
 GC2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2001.degrees latitude (g = 980.6199 gals.).
 GC2001
 GC2001.The modeled gravity was interpolated from observed gravity values.
 GC2001
 GC2001;                    North         East    Units  Estimated Accuracy
 GC2001;SPC TN       -   232,290.      491,110.      MT  (+/- 180 meters Scaled)
 GC2001
 GC2001                          SUPERSEDED SURVEY CONTROL
 GC2001
 GC2001.No superseded survey control is available for this station.
 GC2001
 GC2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF808306(NAD 83)
 GC2001_MARKER: I = METAL ROD
 GC2001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2001_SP_SET: STAINLESS STEEL ROD
 GC2001_STAMPING: F 305 1984
 GC2001_MARK LOGO: NGS   
 GC2001_PROJECTION: FLUSH
 GC2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2001_ROD/PIPE-DEPTH: 4.88 meters
 GC2001
 GC2001  HISTORY     - Date     Condition        Report By
 GC2001  HISTORY     - 1984     MONUMENTED       NGS
 GC2001
 GC2001                          STATION DESCRIPTION
 GC2001
 GC2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2001'12.0 KM (7.45 MI) NW FROM CHEAP HILL.
 GC2001'12.0 KM (7.45 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2001'OFFICE IN CHEAP HILL TO A DRIVEWAY LEADING TO A TWO STORY BRICK HOUSE
 GC2001'ON THE LEFT AND THE MARK ON THE LEFT, 0.6 KM (0.4 MI) SOUTHEAST ALONG
 GC2001'STATE HIGHWAY 12 FROM A DIRT ROAD LEADING WEST, 15.79 METERS (51.8 FT)
 GC2001'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.22 METERS (20.4 FT)
 GC2001'NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE HOUSE,
 GC2001'2.59 METERS (8.5 FT) NORTHWEST OF THE CORNER FENCE POST OF A BOARD
 GC2001'FENCE, AND 0.30 METERS (1.0 FT) NORTHEAST OF THE FENCE.
 GC2001'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2001'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2923 ***********************************************************************
 AJ2923  DESIGNATION -  F 307
 AJ2923  PID         -  AJ2923
 AJ2923  STATE/COUNTY-  TN/TROUSDALE
 AJ2923  USGS QUAD   -  HILLSDALE (1994)
 AJ2923
 AJ2923                         *CURRENT SURVEY CONTROL
 AJ2923  ___________________________________________________________________
 AJ2923* NAD 83(1986)-  36 22 31.     (N)    086 06 39.     (W)     SCALED    
 AJ2923* NAVD 88     -       197.800  (meters)     648.95   (feet)  ADJUSTED  
 AJ2923  ___________________________________________________________________
 AJ2923  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2923  DYNAMIC HT  -         197.638 (meters)     648.42  (feet)  COMP
 AJ2923  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 AJ2923
 AJ2923  VERT ORDER  -  SECOND    CLASS I
 AJ2923
 AJ2923.The horizontal coordinates were scaled from a topographic map and have
 AJ2923.an estimated accuracy of +/- 6 seconds.
 AJ2923
 AJ2923.The orthometric height was determined by differential leveling
 AJ2923.and adjusted by the National Geodetic Survey in July 2002..
 AJ2923.No vertical observational check was made to the station.
 AJ2923
 AJ2923.The geoid height was determined by GEOID03.
 AJ2923
 AJ2923.The dynamic height is computed by dividing the NAVD 88
 AJ2923.geopotential number by the normal gravity value computed on the
 AJ2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2923.degrees latitude (g = 980.6199 gals.).
 AJ2923
 AJ2923.The modeled gravity was interpolated from observed gravity values.
 AJ2923
 AJ2923;                    North         East    Units  Estimated Accuracy
 AJ2923;SPC TN       -   226,560.      590,050.      MT  (+/- 180 meters Scaled)
 AJ2923
 AJ2923                          SUPERSEDED SURVEY CONTROL
 AJ2923
 AJ2923.No superseded survey control is available for this station.
 AJ2923
 AJ2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF797259(NAD 83)
 AJ2923_MARKER: DV = VERTICAL CONTROL DISK
 AJ2923_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2923_STAMPING: F 307 2001
 AJ2923_MARK LOGO: NGS   
 AJ2923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2923+STABILITY: POSITION/ELEVATION WELL
 AJ2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2923+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2923
 AJ2923  HISTORY     - Date     Condition        Report By
 AJ2923  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2923
 AJ2923                          STATION DESCRIPTION
 AJ2923
 AJ2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2923'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2923'HARTSVILLE, THENCE 3.6 KM EASTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2923'THE CENTER OF A 5 BY 7-FOOT EXPOSED ROCK OUTCROP NEAR THE
 AJ2923'SOUTHEAST END OF A HIGHWAY CUT, 9.2 M SOUTHWEST OF THE HIGHWAY
 AJ2923'CENTERLINE, 5.4 M NORTHEAST OF A WITNESS POST AND FENCE, AND 0.7 M
 AJ2923'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AJ2923'RIGHT-OF-WAY.
 AJ2923'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1210 ***********************************************************************
 FD1210  DESIGNATION -  F 31 RESET
 FD1210  PID         -  FD1210
 FD1210  STATE/COUNTY-  TN/PERRY
 FD1210  USGS QUAD   -  LINDEN (1968)
 FD1210
 FD1210                         *CURRENT SURVEY CONTROL
 FD1210  ___________________________________________________________________
 FD1210* NAD 83(1986)-  35 35 14.     (N)    087 45 03.     (W)     SCALED    
 FD1210* NAVD 88     -       266.994  (meters)     875.96   (feet)  ADJUSTED  
 FD1210  ___________________________________________________________________
 FD1210  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1210  DYNAMIC HT  -         266.751 (meters)     875.17  (feet)  COMP
 FD1210  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 FD1210
 FD1210  VERT ORDER  -  FIRST     CLASS II
 FD1210
 FD1210.The horizontal coordinates were scaled from a topographic map and have
 FD1210.an estimated accuracy of +/- 6 seconds.
 FD1210
 FD1210.The orthometric height was determined by differential leveling
 FD1210.and adjusted by the National Geodetic Survey in June 1991..
 FD1210
 FD1210.The geoid height was determined by GEOID03.
 FD1210
 FD1210.The dynamic height is computed by dividing the NAVD 88
 FD1210.geopotential number by the normal gravity value computed on the
 FD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1210.degrees latitude (g = 980.6199 gals.).
 FD1210
 FD1210.The modeled gravity was interpolated from observed gravity values.
 FD1210
 FD1210;                    North         East    Units  Estimated Accuracy
 FD1210;SPC TN       -   140,540.      441,340.      MT  (+/- 180 meters Scaled)
 FD1210
 FD1210                          SUPERSEDED SURVEY CONTROL
 FD1210
 FD1210  NGVD 29 (??/??/92)  266.983  (m)          875.93   (f) ADJ UNCH    1 2
 FD1210
 FD1210.Superseded values are not recommended for survey control.
 FD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1210.See file dsdata.txt to determine how the superseded data were derived.
 FD1210
 FD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE319384(NAD 83)
 FD1210_MARKER: DB = BENCH MARK DISK
 FD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1210_STAMPING: F 31 1934 RESET 1949
 FD1210_MARK LOGO: CGS   
 FD1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1210+STABILITY: SURFACE MOTION
 FD1210
 FD1210  HISTORY     - Date     Condition        Report By
 FD1210  HISTORY     - 1949     MONUMENTED       CGS
 FD1210  HISTORY     - 1974     GOOD             TVA
 FD1210
 FD1210                          STATION DESCRIPTION
 FD1210
 FD1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1210'7.4 MI SE FROM LINDEN.
 FD1210'ABOUT 7.45 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1210'HOUSE AT LINDEN, 52 YARDS WEST OF AN S CURVE/STANDING SIGN
 FD1210'SOUTH OF HIGHWAY AT THE WEST END OF A FILL WITH GUARD RAILS, 49
 FD1210'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTH OF A
 FD1210'TRIANGULAR BLAZED 10-INCH OAK TREE, ABOUT 50 YARDS SOUTHEAST OF
 FD1210'THE TOP OF A GRADE, 21 YARDS WEST OF THE EAST END OF A CUT, 2 FEET
 FD1210'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY
 FD1210'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FD1210
 FD1210                          STATION RECOVERY (1974)
 FD1210
 FD1210'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1210'ADD TO DESCRIPTION - 26.0 FT. N. 80 E. TO 10 IN. MT. OAK. 15.55 FT.
 FD1210'S. 80 E. TO 8 IN. HICKORY 10.7 FT. SOUTH TO 10 IN. BLACKJACK OAK.
 FD1210'T.V.A. POST AND SIGN SET AT MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1488 ***********************************************************************
 FC1488  DESIGNATION -  F 32
 FC1488  PID         -  FC1488
 FC1488  STATE/COUNTY-  TN/WARREN
 FC1488  USGS QUAD   -  MC MINNVILLE (1984)
 FC1488
 FC1488                         *CURRENT SURVEY CONTROL
 FC1488  ___________________________________________________________________
 FC1488* NAD 83(1986)-  35 41 15.     (N)    085 47 35.     (W)     SCALED    
 FC1488* NAVD 88     -       300.397  (meters)     985.55   (feet)  ADJUSTED  
 FC1488  ___________________________________________________________________
 FC1488  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1488  DYNAMIC HT  -         300.120 (meters)     984.64  (feet)  COMP
 FC1488  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FC1488
 FC1488  VERT ORDER  -  SECOND    CLASS 0
 FC1488
 FC1488.The horizontal coordinates were scaled from a topographic map and have
 FC1488.an estimated accuracy of +/- 6 seconds.
 FC1488
 FC1488.The orthometric height was determined by differential leveling
 FC1488.and adjusted by the National Geodetic Survey in June 1991..
 FC1488
 FC1488.The geoid height was determined by GEOID03.
 FC1488
 FC1488.The dynamic height is computed by dividing the NAVD 88
 FC1488.geopotential number by the normal gravity value computed on the
 FC1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1488.degrees latitude (g = 980.6199 gals.).
 FC1488
 FC1488.The modeled gravity was interpolated from observed gravity values.
 FC1488
 FC1488;                    North         East    Units  Estimated Accuracy
 FC1488;SPC TN       -   150,260.      618,730.      MT  (+/- 180 meters Scaled)
 FC1488
 FC1488                          SUPERSEDED SURVEY CONTROL
 FC1488
 FC1488.No superseded survey control is available for this station.
 FC1488
 FC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE092499(NAD 83)
 FC1488_MARKER: DB = BENCH MARK DISK
 FC1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1488_STAMPING: F 32 1934
 FC1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1488+STABILITY: SURFACE MOTION
 FC1488
 FC1488  HISTORY     - Date     Condition        Report By
 FC1488  HISTORY     - 1934     MONUMENTED       CGS
 FC1488  HISTORY     - 1935     GOOD             NGS
 FC1488  HISTORY     - 20030208 GOOD             TNDT
 FC1488
 FC1488                          STATION DESCRIPTION
 FC1488
 FC1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1488'1.3 MI W FROM MC MINNVILLE.
 FC1488'1.3 MILES WEST ALONG STATE HIGHWAY 1 FROM THE PUBLIC SQUARE AT
 FC1488'MC MINNVILLE, WARREN COUNTY, IN FRONT OF THE FOREST HOME IN 1934,
 FC1488'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF
 FC1488'A PRIVATE DRIVEWAY, AND 3.6 FEET NORTH OF THE WEST POST OF THE
 FC1488'STONE ENTRANCE WALL.  A STANDARD DISK, STAMPED F 32 1934 AND SET
 FC1488'IN TOP OF A CONCRETE POST.
 FC1488
 FC1488                          STATION RECOVERY (2003)
 FC1488
 FC1488'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1488'TREES TO SOUTH AND SOUTHWEST AT 30 DEGREES ABOVE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0829 ***********************************************************************
 FD0829  DESIGNATION -  F 33
 FD0829  PID         -  FD0829
 FD0829  STATE/COUNTY-  TN/GILES
 FD0829  USGS QUAD   -  PULASKI (1984)
 FD0829
 FD0829                         *CURRENT SURVEY CONTROL
 FD0829  ___________________________________________________________________
 FD0829* NAD 83(1986)-  35 11 58.     (N)    087 01 52.     (W)     SCALED    
 FD0829* NAVD 88     -       216.157  (meters)     709.18   (feet)  ADJUSTED  
 FD0829  ___________________________________________________________________
 FD0829  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0829  DYNAMIC HT  -         215.954 (meters)     708.51  (feet)  COMP
 FD0829  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FD0829
 FD0829  VERT ORDER  -  SECOND    CLASS 0
 FD0829
 FD0829.The horizontal coordinates were scaled from a topographic map and have
 FD0829.an estimated accuracy of +/- 6 seconds.
 FD0829
 FD0829.The orthometric height was determined by differential leveling
 FD0829.and adjusted by the National Geodetic Survey in June 1991..
 FD0829
 FD0829.The geoid height was determined by GEOID03.
 FD0829
 FD0829.The dynamic height is computed by dividing the NAVD 88
 FD0829.geopotential number by the normal gravity value computed on the
 FD0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0829.degrees latitude (g = 980.6199 gals.).
 FD0829
 FD0829.The modeled gravity was interpolated from observed gravity values.
 FD0829
 FD0829;                    North         East    Units  Estimated Accuracy
 FD0829;SPC TN       -    96,590.      506,100.      MT  (+/- 180 meters Scaled)
 FD0829
 FD0829                          SUPERSEDED SURVEY CONTROL
 FD0829
 FD0829  NGVD 29 (??/??/92)  216.121  (m)          709.06   (f) ADJ UNCH    2 0
 FD0829
 FD0829.Superseded values are not recommended for survey control.
 FD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0829.See file dsdata.txt to determine how the superseded data were derived.
 FD0829
 FD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD971951(NAD 83)
 FD0829_MARKER: DB = BENCH MARK DISK
 FD0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0829_SP_SET: BUILDING
 FD0829_STAMPING: F 33 1934
 FD0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0829
 FD0829  HISTORY     - Date     Condition        Report By
 FD0829  HISTORY     - 1934     MONUMENTED       CGS
 FD0829  HISTORY     - 1954     GOOD             NGS
 FD0829
 FD0829                          STATION DESCRIPTION
 FD0829
 FD0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FD0829'AT PULASKI.
 FD0829'AT PULASKI, GILES COUNTY, ON THE SOUTH SIDE OF THE COURTHOUSE,
 FD0829'3 FEET FROM THE SOUTHEAST CORNER, AT THE STEPS LEADING TO THE
 FD0829'LIBRARY, IN THE TOP OF THE WATER TABLE, AND 6 INCHES ABOVE THE
 FD0829'GROUND.  A STANDARD DISK, STAMPED F 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0825 ***********************************************************************
 FD0825  DESIGNATION -  F 34
 FD0825  PID         -  FD0825
 FD0825  STATE/COUNTY-  TN/GILES
 FD0825  USGS QUAD   -  BODENHAM (1986)
 FD0825
 FD0825                         *CURRENT SURVEY CONTROL
 FD0825  ___________________________________________________________________
 FD0825* NAD 83(1986)-  35 13 05.     (N)    087 12 31.     (W)     SCALED    
 FD0825* NAVD 88     -       243.193  (meters)     797.88   (feet)  ADJUSTED  
 FD0825  ___________________________________________________________________
 FD0825  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0825  DYNAMIC HT  -         242.962 (meters)     797.12  (feet)  COMP
 FD0825  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FD0825
 FD0825  VERT ORDER  -  SECOND    CLASS 0
 FD0825
 FD0825.The horizontal coordinates were scaled from a topographic map and have
 FD0825.an estimated accuracy of +/- 6 seconds.
 FD0825
 FD0825.The orthometric height was determined by differential leveling
 FD0825.and adjusted by the National Geodetic Survey in June 1991..
 FD0825
 FD0825.The geoid height was determined by GEOID03.
 FD0825
 FD0825.The dynamic height is computed by dividing the NAVD 88
 FD0825.geopotential number by the normal gravity value computed on the
 FD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0825.degrees latitude (g = 980.6199 gals.).
 FD0825
 FD0825.The modeled gravity was interpolated from observed gravity values.
 FD0825
 FD0825;                    North         East    Units  Estimated Accuracy
 FD0825;SPC TN       -    98,840.      489,960.      MT  (+/- 180 meters Scaled)
 FD0825
 FD0825                          SUPERSEDED SURVEY CONTROL
 FD0825
 FD0825  NGVD 29 (??/??/92)  243.150  (m)          797.73   (f) ADJ UNCH    2 0
 FD0825
 FD0825.Superseded values are not recommended for survey control.
 FD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0825.See file dsdata.txt to determine how the superseded data were derived.
 FD0825
 FD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD810972(NAD 83)
 FD0825_MARKER: DB = BENCH MARK DISK
 FD0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0825_STAMPING: F 34 1934
 FD0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0825+STABILITY: SURFACE MOTION
 FD0825
 FD0825  HISTORY     - Date     Condition        Report By
 FD0825  HISTORY     - 1934     MONUMENTED       CGS
 FD0825  HISTORY     - 1953     MARK NOT FOUND   TVA
 FD0825
 FD0825                          STATION DESCRIPTION
 FD0825
 FD0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0825'7.2 MI E FROM LAWRENCEBURG.
 FD0825'IN GILES COUNTY, 7.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0825'LAWRENCEBURG, LAWRENCE COUNTY, 10.6 MILES WEST OF PULASKI, GILES
 FD0825'COUNTY, 125 FEET SOUTH OF A BRIDGE, AT THE FOOT OF A STEEP GRADE,
 FD0825'AND 15 FEET SOUTH OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FD0825'F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0825
 FD0825                          STATION RECOVERY (1953)
 FD0825
 FD0825'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0248 ***********************************************************************
 FE0248  DESIGNATION -  F 35
 FE0248  PID         -  FE0248
 FE0248  STATE/COUNTY-  TN/HARDIN
 FE0248  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0248
 FE0248                         *CURRENT SURVEY CONTROL
 FE0248  ___________________________________________________________________
 FE0248* NAD 83(1986)-  35 11 41.     (N)    088 19 49.     (W)     SCALED    
 FE0248* NAVD 88     -       148.264  (meters)     486.43   (feet)  ADJUSTED  
 FE0248  ___________________________________________________________________
 FE0248  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0248  DYNAMIC HT  -         148.129 (meters)     485.99  (feet)  COMP
 FE0248  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 FE0248
 FE0248  VERT ORDER  -  FIRST     CLASS II
 FE0248
 FE0248.The horizontal coordinates were scaled from a topographic map and have
 FE0248.an estimated accuracy of +/- 6 seconds.
 FE0248
 FE0248.The orthometric height was determined by differential leveling
 FE0248.and adjusted by the National Geodetic Survey in June 1991..
 FE0248
 FE0248.The geoid height was determined by GEOID03.
 FE0248
 FE0248.The dynamic height is computed by dividing the NAVD 88
 FE0248.geopotential number by the normal gravity value computed on the
 FE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0248.degrees latitude (g = 980.6199 gals.).
 FE0248
 FE0248.The modeled gravity was interpolated from observed gravity values.
 FE0248
 FE0248;                    North         East    Units  Estimated Accuracy
 FE0248;SPC TN       -    98,100.      387,800.      MT  (+/- 180 meters Scaled)
 FE0248
 FE0248                          SUPERSEDED SURVEY CONTROL
 FE0248
 FE0248  NGVD 29 (??/??/??)  148.273  (m)          486.46   (f) ADJUSTED    1 2
 FE0248
 FE0248.Superseded values are not recommended for survey control.
 FE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0248.See file dsdata.txt to determine how the superseded data were derived.
 FE0248
 FE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD788954(NAD 83)
 FE0248_MARKER: DB = BENCH MARK DISK
 FE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0248_STAMPING: 486.528 F 35 1934
 FE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0248+STABILITY: SURFACE MOTION
 FE0248
 FE0248  HISTORY     - Date     Condition        Report By
 FE0248  HISTORY     - 1934     MONUMENTED       CGS
 FE0248  HISTORY     - 1949     GOOD             CGS
 FE0248  HISTORY     - 1962     GOOD             TVA
 FE0248
 FE0248                          STATION DESCRIPTION
 FE0248
 FE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0248'2 MI S FROM CRUMP.
 FE0248'2.0 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0248'AND CEMETERY AT CRUMP, HARDIN COUNTY, 137 FEET NORTHWEST ACROSS
 FE0248'THE HIGHWAY FROM A SMALL IMITATION-BRICK HOUSE, AT THE JUNCTION
 FE0248'OF A GRAVEL ROAD LEADING SOUTHWEST, 95 FEET WEST OF THE
 FE0248'CENTERLINE OF THE HIGHWAY, 38 FEET SOUTHEAST OF THE CENTERLINE
 FE0248'OF THE GRAVEL ROAD, 17 FEET SOUTH OF A TRIANGULAR-BLAZED 10-INCH
 FE0248'OAK TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 FE0248'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 FE0248'STAMPED 486.528 F 35 1934 AND SET IN THE TOP OF A CONCRETE
 FE0248'POST PROJECTING 6 INCHES ABOVE GROUND.
 FE0248
 FE0248                          STATION RECOVERY (1962)
 FE0248
 FE0248'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0349 ***********************************************************************
 FE0349  DESIGNATION -  F 36
 FE0349  PID         -  FE0349
 FE0349  STATE/COUNTY-  TN/HARDIN
 FE0349  USGS QUAD   -  OLIVEHILL (1972)
 FE0349
 FE0349                         *CURRENT SURVEY CONTROL
 FE0349  ___________________________________________________________________
 FE0349* NAD 83(1986)-  35 16 30.     (N)    088 01 33.     (W)     SCALED    
 FE0349* NAVD 88     -       140.951  (meters)     462.44   (feet)  ADJUSTED  
 FE0349  ___________________________________________________________________
 FE0349  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0349  DYNAMIC HT  -         140.821 (meters)     462.01  (feet)  COMP
 FE0349  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FE0349
 FE0349  VERT ORDER  -  SECOND    CLASS 0
 FE0349
 FE0349.The horizontal coordinates were scaled from a topographic map and have
 FE0349.an estimated accuracy of +/- 6 seconds.
 FE0349
 FE0349.The orthometric height was determined by differential leveling
 FE0349.and adjusted by the National Geodetic Survey in June 1991..
 FE0349
 FE0349.The geoid height was determined by GEOID03.
 FE0349
 FE0349.The dynamic height is computed by dividing the NAVD 88
 FE0349.geopotential number by the normal gravity value computed on the
 FE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0349.degrees latitude (g = 980.6199 gals.).
 FE0349
 FE0349.The modeled gravity was interpolated from observed gravity values.
 FE0349
 FE0349;                    North         East    Units  Estimated Accuracy
 FE0349;SPC TN       -   106,390.      415,700.      MT  (+/- 180 meters Scaled)
 FE0349
 FE0349                          SUPERSEDED SURVEY CONTROL
 FE0349
 FE0349  NGVD 29 (??/??/??)  140.957  (m)          462.46   (f) ADJUSTED    2 0
 FE0349
 FE0349.Superseded values are not recommended for survey control.
 FE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0349.See file dsdata.txt to determine how the superseded data were derived.
 FE0349
 FE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE067040(NAD 83)
 FE0349_MARKER: DB = BENCH MARK DISK
 FE0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0349_SP_SET: BRIDGE
 FE0349_STAMPING: F 36 1934
 FE0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0349
 FE0349  HISTORY     - Date     Condition        Report By
 FE0349  HISTORY     - 1934     MONUMENTED       CGS
 FE0349  HISTORY     - 1949     GOOD             CGS
 FE0349  HISTORY     - 1959     GOOD             TVA
 FE0349
 FE0349                          STATION DESCRIPTION
 FE0349
 FE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0349'0.3 MI E FROM OLIVE HILL.
 FE0349'1/3 MILE EAST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0349'COUNTY, AT A FIVE-SPAN CONCRETE BRIDGE, AND IN THE TOP OF THE
 FE0349'EAST END OF THE CONCRETE BASE OF THE SOUTH RAIL.  A STANDARD
 FE0349'DISK, STAMPED F 36 1934.
 FE0349
 FE0349                          STATION RECOVERY (1959)
 FE0349
 FE0349'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 FE0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0350 ***********************************************************************
 FE0350  DESIGNATION -  F 36 RESET
 FE0350  PID         -  FE0350
 FE0350  STATE/COUNTY-  TN/HARDIN
 FE0350  USGS QUAD   -  OLIVEHILL (1972)
 FE0350
 FE0350                         *CURRENT SURVEY CONTROL
 FE0350  ___________________________________________________________________
 FE0350* NAD 83(1986)-  35 16 30.     (N)    088 01 33.     (W)     SCALED    
 FE0350* NAVD 88     -       141.25   (+/-2cm)     463.4    (feet)  VERTCON   
 FE0350  ___________________________________________________________________
 FE0350  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0350
 FE0350  VERT ORDER  -  THIRD (See Below)
 FE0350
 FE0350.The horizontal coordinates were scaled from a topographic map and have
 FE0350.an estimated accuracy of +/- 6 seconds.
 FE0350
 FE0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0350.The vertical order pertains to the NGVD 29 superseded value.
 FE0350
 FE0350.The geoid height was determined by GEOID03.
 FE0350
 FE0350;                    North         East    Units  Estimated Accuracy
 FE0350;SPC TN       -   106,390.      415,700.      MT  (+/- 180 meters Scaled)
 FE0350
 FE0350                          SUPERSEDED SURVEY CONTROL
 FE0350
 FE0350  NGVD 29 (??/??/??)  141.26   (m)          463.5    (f) RESET       3  
 FE0350
 FE0350.Superseded values are not recommended for survey control.
 FE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0350.See file dsdata.txt to determine how the superseded data were derived.
 FE0350
 FE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE067040(NAD 83)
 FE0350_MARKER: DD = SURVEY DISK
 FE0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0350_SP_SET: CONCRETE BASE
 FE0350_STAMPING: F 36 1934 RESET 1966
 FE0350_MARK LOGO: CGS   
 FE0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0350
 FE0350  HISTORY     - Date     Condition        Report By
 FE0350  HISTORY     - 1966     MONUMENTED       TNHD
 FE0350
 FE0350                          STATION DESCRIPTION
 FE0350
 FE0350'DESCRIBED BY TN HIGHWAY DEPT 1966
 FE0350'0.3 MI E FROM OLIVE HILL.
 FE0350'ABOUT 1/3 MILE EAST ALONG U.S. HIGHWAY NO. 64 FROM OLIVE HILL
 FE0350'AT A FIVE SPAN CONCRETE BRIDGE, AND IN THE TOP OF THE EAST END
 FE0350'OF THE CONCRETE BASE OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0856 ***********************************************************************
 FD0856  DESIGNATION -  F 37
 FD0856  PID         -  FD0856
 FD0856  STATE/COUNTY-  TN/GILES
 FD0856  USGS QUAD   -  MILKY WAY (1988)
 FD0856
 FD0856                         *CURRENT SURVEY CONTROL
 FD0856  ___________________________________________________________________
 FD0856* NAD 83(1986)-  35 21 07.     (N)    087 01 20.     (W)     SCALED    
 FD0856* NAVD 88     -       219.458  (meters)     720.01   (feet)  ADJUSTED  
 FD0856  ___________________________________________________________________
 FD0856  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0856  DYNAMIC HT  -         219.252 (meters)     719.33  (feet)  COMP
 FD0856  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FD0856
 FD0856  VERT ORDER  -  SECOND    CLASS 0
 FD0856
 FD0856.The horizontal coordinates were scaled from a topographic map and have
 FD0856.an estimated accuracy of +/- 6 seconds.
 FD0856
 FD0856.The orthometric height was determined by differential leveling
 FD0856.and adjusted by the National Geodetic Survey in June 1991..
 FD0856
 FD0856.The geoid height was determined by GEOID03.
 FD0856
 FD0856.The dynamic height is computed by dividing the NAVD 88
 FD0856.geopotential number by the normal gravity value computed on the
 FD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0856.degrees latitude (g = 980.6199 gals.).
 FD0856
 FD0856.The modeled gravity was interpolated from observed gravity values.
 FD0856
 FD0856;                    North         East    Units  Estimated Accuracy
 FD0856;SPC TN       -   113,500.      507,090.      MT  (+/- 180 meters Scaled)
 FD0856
 FD0856                          SUPERSEDED SURVEY CONTROL
 FD0856
 FD0856  NGVD 29 (??/??/92)  219.420  (m)          719.88   (f) ADJ UNCH    2 0
 FD0856
 FD0856.Superseded values are not recommended for survey control.
 FD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0856.See file dsdata.txt to determine how the superseded data were derived.
 FD0856
 FD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE979120(NAD 83)
 FD0856_MARKER: DB = BENCH MARK DISK
 FD0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0856_STAMPING: F 37 1934
 FD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0856+STABILITY: SURFACE MOTION
 FD0856
 FD0856  HISTORY     - Date     Condition        Report By
 FD0856  HISTORY     - 1934     MONUMENTED       CGS
 FD0856
 FD0856                          STATION DESCRIPTION
 FD0856
 FD0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0856'2 MI S FROM LYNNVILLE.
 FD0856'2.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0856'LYNNVILLE, GILES COUNTY, 8-1/2 RAILS SOUTH OF MILEPOST L 252,
 FD0856'2 RAILS SOUTH OF TRESTLE 22 B, ONE RAIL SOUTH OF A ROAD CROSSING,
 FD0856'16 FEET WEST OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH AND
 FD0856'2 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT WEST OF A FENCE.
 FD0856'A STANDARD DISK, STAMPED F 37 1934 AND SET IN THE TOP OF A CONCRETE
 FD0856'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1336 ***********************************************************************
 FC1336  DESIGNATION -  F 38
 FC1336  PID         -  FC1336
 FC1336  STATE/COUNTY-  TN/MARION
 FC1336  USGS QUAD   -  MONTEAGLE (1982)
 FC1336
 FC1336                         *CURRENT SURVEY CONTROL
 FC1336  ___________________________________________________________________
 FC1336* NAD 83(1986)-  35 10 26.     (N)    085 47 49.     (W)     SCALED    
 FC1336* NAVD 88     -       215.760  (meters)     707.87   (feet)  ADJUSTED  
 FC1336  ___________________________________________________________________
 FC1336  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FC1336  DYNAMIC HT  -         215.543 (meters)     707.16  (feet)  COMP
 FC1336  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 FC1336
 FC1336  VERT ORDER  -  SECOND    CLASS 0
 FC1336
 FC1336.The horizontal coordinates were scaled from a topographic map and have
 FC1336.an estimated accuracy of +/- 6 seconds.
 FC1336
 FC1336.The orthometric height was determined by differential leveling
 FC1336.and adjusted by the National Geodetic Survey in June 1991..
 FC1336
 FC1336.The geoid height was determined by GEOID03.
 FC1336
 FC1336.The dynamic height is computed by dividing the NAVD 88
 FC1336.geopotential number by the normal gravity value computed on the
 FC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1336.degrees latitude (g = 980.6199 gals.).
 FC1336
 FC1336.The modeled gravity was interpolated from observed gravity values.
 FC1336
 FC1336;                    North         East    Units  Estimated Accuracy
 FC1336;SPC TN       -    93,280.      618,500.      MT  (+/- 180 meters Scaled)
 FC1336
 FC1336                          SUPERSEDED SURVEY CONTROL
 FC1336
 FC1336  NGVD 29 (??/??/92)  215.744  (m)          707.82   (f) ADJ UNCH    2 0
 FC1336
 FC1336.Superseded values are not recommended for survey control.
 FC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1336.See file dsdata.txt to determine how the superseded data were derived.
 FC1336
 FC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD095929(NAD 83)
 FC1336_MARKER: DB = BENCH MARK DISK
 FC1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1336_STAMPING: F 38 1934
 FC1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1336+STABILITY: SURFACE MOTION
 FC1336
 FC1336  HISTORY     - Date     Condition        Report By
 FC1336  HISTORY     - 1934     MONUMENTED       CGS
 FC1336  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1336  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1336
 FC1336                          STATION DESCRIPTION
 FC1336
 FC1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1336'6.1 MI SE FROM MONTEAGLE.
 FC1336'IN MARION COUNTY, 6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 2
 FC1336'FROM MONTEAGLE, GRUNDY COUNTY, AT THE FOOT OF A BLUFF, 45 FEET
 FC1336'WEST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET EAST OF A SIDE
 FC1336'ROAD, AND 4 FEET WEST OF A DITCH BESIDE THE HIGHWAY.  A STANDARD
 FC1336'DISK, STAMPED F 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1336
 FC1336                          STATION RECOVERY (1962)
 FC1336
 FC1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1167 ***********************************************************************
 FC1167  DESIGNATION -  F 39
 FC1167  PID         -  FC1167
 FC1167  STATE/COUNTY-  TN/HAMILTON
 FC1167  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1167
 FC1167                         *CURRENT SURVEY CONTROL
 FC1167  ___________________________________________________________________
 FC1167* NAD 83(1986)-  35 04 06.     (N)    085 12 19.     (W)     SCALED    
 FC1167* NAVD 88     -       214.594  (meters)     704.05   (feet)  ADJUSTED  
 FC1167  ___________________________________________________________________
 FC1167  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1167  DYNAMIC HT  -         214.381 (meters)     703.35  (feet)  COMP
 FC1167  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 FC1167
 FC1167  VERT ORDER  -  SECOND    CLASS 0
 FC1167
 FC1167.The horizontal coordinates were scaled from a topographic map and have
 FC1167.an estimated accuracy of +/- 6 seconds.
 FC1167
 FC1167.The orthometric height was determined by differential leveling
 FC1167.and adjusted by the National Geodetic Survey in June 1991..
 FC1167
 FC1167.The geoid height was determined by GEOID03.
 FC1167
 FC1167.The dynamic height is computed by dividing the NAVD 88
 FC1167.geopotential number by the normal gravity value computed on the
 FC1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1167.degrees latitude (g = 980.6199 gals.).
 FC1167
 FC1167.The modeled gravity was interpolated from observed gravity values.
 FC1167
 FC1167;                    North         East    Units  Estimated Accuracy
 FC1167;SPC TN       -    81,840.      672,490.      MT  (+/- 180 meters Scaled)
 FC1167
 FC1167                          SUPERSEDED SURVEY CONTROL
 FC1167
 FC1167  NGVD 29 (??/??/92)  214.622  (m)          704.14   (f) ADJ UNCH    2 0
 FC1167
 FC1167.Superseded values are not recommended for survey control.
 FC1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1167.See file dsdata.txt to determine how the superseded data were derived.
 FC1167
 FC1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD636820(NAD 83)
 FC1167_MARKER: DB = BENCH MARK DISK
 FC1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1167_STAMPING: F 39 1934
 FC1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1167+STABILITY: SURFACE MOTION
 FC1167
 FC1167  HISTORY     - Date     Condition        Report By
 FC1167  HISTORY     - 1934     MONUMENTED       CGS
 FC1167  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1167  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1167
 FC1167                          STATION DESCRIPTION
 FC1167
 FC1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1167'1.2 MI E FROM MC CARTY.
 FC1167'1.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1167'MC CARTY, HAMILTON COUNTY, 3-1/2 RAILS EAST OF MILEPOST 235, AND
 FC1167'20 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED F 39 1934
 FC1167'AND SET IN THE TOP OF A CONCRETE POST.
 FC1167
 FC1167                          STATION RECOVERY (1958)
 FC1167
 FC1167'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1415 ***********************************************************************
 GC1415  DESIGNATION -  F 4
 GC1415  PID         -  GC1415
 GC1415  STATE/COUNTY-  TN/CHEATHAM
 GC1415  USGS QUAD   -  ASHLAND CITY (1987)
 GC1415
 GC1415                         *CURRENT SURVEY CONTROL
 GC1415  ___________________________________________________________________
 GC1415* NAD 83(1986)-  36 16 29.     (N)    087 03 48.     (W)     SCALED    
 GC1415* NAVD 88     -       133.491  (meters)     437.96   (feet)  ADJUSTED  
 GC1415  ___________________________________________________________________
 GC1415  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1415  DYNAMIC HT  -         133.379 (meters)     437.59  (feet)  COMP
 GC1415  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GC1415
 GC1415  VERT ORDER  -  FIRST     CLASS II
 GC1415
 GC1415.The horizontal coordinates were scaled from a topographic map and have
 GC1415.an estimated accuracy of +/- 6 seconds.
 GC1415
 GC1415.The orthometric height was determined by differential leveling
 GC1415.and adjusted by the National Geodetic Survey in June 1991..
 GC1415
 GC1415.The geoid height was determined by GEOID03.
 GC1415
 GC1415.The dynamic height is computed by dividing the NAVD 88
 GC1415.geopotential number by the normal gravity value computed on the
 GC1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1415.degrees latitude (g = 980.6199 gals.).
 GC1415
 GC1415.The modeled gravity was interpolated from observed gravity values.
 GC1415
 GC1415;                    North         East    Units  Estimated Accuracy
 GC1415;SPC TN       -   215,920.      504,460.      MT  (+/- 180 meters Scaled)
 GC1415
 GC1415                          SUPERSEDED SURVEY CONTROL
 GC1415
 GC1415  NGVD 29 (??/??/92)  133.537  (m)          438.11   (f) ADJ UNCH    1 2
 GC1415
 GC1415.Superseded values are not recommended for survey control.
 GC1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1415.See file dsdata.txt to determine how the superseded data were derived.
 GC1415
 GC1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF943144(NAD 83)
 GC1415_MARKER: DB = BENCH MARK DISK
 GC1415_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC1415+WITH SETTING: PAVEMENT
 GC1415_STAMPING: F 4 1921 ELEV 438.464 FT
 GC1415_MARK LOGO: CGS   
 GC1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1415
 GC1415  HISTORY     - Date     Condition        Report By
 GC1415  HISTORY     - 1921     MONUMENTED       CGS
 GC1415  HISTORY     - 1949     GOOD             NGS
 GC1415  HISTORY     - 1984     GOOD             NGS
 GC1415
 GC1415                          STATION DESCRIPTION
 GC1415
 GC1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1415'AT ASHLAND CITY.
 GC1415'AT ASHLAND CITY, AT THE SOUTHWEST ENTRANCE TO THE COUNTY COURT
 GC1415'HOUSE, SET IN THE TOP OF THE STONE BASE OF THE NORTHWEST PILLAR
 GC1415'TO THE ENTRANCE, BETWEEN THE PILLAR AND THE SOUTHWEST FACE OF
 GC1415'THE BUILDING AND ABOUT 1 1/2 FEET ABOVE THE SIDE WALK.
 GC1415
 GC1415                          STATION RECOVERY (1984)
 GC1415
 GC1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1144 ***********************************************************************
 FC1144  DESIGNATION -  F 40
 FC1144  PID         -  FC1144
 FC1144  STATE/COUNTY-  TN/HAMILTON
 FC1144  USGS QUAD   -  CHATTANOOGA (1976)
 FC1144
 FC1144                         *CURRENT SURVEY CONTROL
 FC1144  ___________________________________________________________________
 FC1144* NAD 83(1986)-  35 05 04.     (N)    085 19 03.     (W)     SCALED    
 FC1144* NAVD 88     -       203.622  (meters)     668.05   (feet)  ADJUSTED  
 FC1144  ___________________________________________________________________
 FC1144  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FC1144  DYNAMIC HT  -         203.419 (meters)     667.38  (feet)  COMP
 FC1144  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC1144
 FC1144  VERT ORDER  -  SECOND    CLASS 0
 FC1144
 FC1144.The horizontal coordinates were scaled from a topographic map and have
 FC1144.an estimated accuracy of +/- 6 seconds.
 FC1144
 FC1144.The orthometric height was determined by differential leveling
 FC1144.and adjusted by the National Geodetic Survey in June 1991..
 FC1144
 FC1144.The geoid height was determined by GEOID03.
 FC1144
 FC1144.The dynamic height is computed by dividing the NAVD 88
 FC1144.geopotential number by the normal gravity value computed on the
 FC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1144.degrees latitude (g = 980.6199 gals.).
 FC1144
 FC1144.The modeled gravity was interpolated from observed gravity values.
 FC1144
 FC1144;                    North         East    Units  Estimated Accuracy
 FC1144;SPC TN       -    83,550.      662,240.      MT  (+/- 180 meters Scaled)
 FC1144
 FC1144                          SUPERSEDED SURVEY CONTROL
 FC1144
 FC1144  NGVD 29 (??/??/92)  203.654  (m)          668.15   (f) ADJ UNCH    2 0
 FC1144
 FC1144.Superseded values are not recommended for survey control.
 FC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1144.See file dsdata.txt to determine how the superseded data were derived.
 FC1144
 FC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD533837(NAD 83)
 FC1144_MARKER: DB = BENCH MARK DISK
 FC1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1144_STAMPING: F 40 1934
 FC1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1144+STABILITY: SURFACE MOTION
 FC1144
 FC1144  HISTORY     - Date     Condition        Report By
 FC1144  HISTORY     - 1934     MONUMENTED       CGS
 FC1144  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1144
 FC1144                          STATION DESCRIPTION
 FC1144
 FC1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1144'2.5 MI N FROM CHATTANOOGA.
 FC1144'2.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1144'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1144'170 FEET NORTH OF A HIGHWAY INTERSECTION, 20 FEET SOUTHWEST
 FC1144'OF THE CONCRETE BRIDGE OVER STRINGERS BRANCH, IN THE NORTHEAST
 FC1144'CORNER OF THE SIGNAL GARDEN YARD, AND 15 FEET WEST OF THE
 FC1144'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 40 1934
 FC1144'AND SET IN THE TOP OF A CONCRETE POST.
 FC1144
 FC1144                          STATION RECOVERY (1972)
 FC1144
 FC1144'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1190 ***********************************************************************
 FC1190  DESIGNATION -  F 41
 FC1190  PID         -  FC1190
 FC1190  STATE/COUNTY-  TN/HAMILTON
 FC1190  USGS QUAD   -  CHATTANOOGA (1976)
 FC1190
 FC1190                         *CURRENT SURVEY CONTROL
 FC1190  ___________________________________________________________________
 FC1190* NAD 83(1986)-  35 00 47.     (N)    085 18 54.     (W)     SCALED    
 FC1190* NAVD 88     -       209.681  (meters)     687.93   (feet)  ADJUSTED  
 FC1190  ___________________________________________________________________
 FC1190  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FC1190  DYNAMIC HT  -         209.473 (meters)     687.25  (feet)  COMP
 FC1190  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 FC1190
 FC1190  VERT ORDER  -  FIRST     CLASS II
 FC1190
 FC1190.The horizontal coordinates were scaled from a topographic map and have
 FC1190.an estimated accuracy of +/- 6 seconds.
 FC1190
 FC1190.The orthometric height was determined by differential leveling
 FC1190.and adjusted by the National Geodetic Survey in June 1991..
 FC1190
 FC1190.The geoid height was determined by GEOID03.
 FC1190
 FC1190.The dynamic height is computed by dividing the NAVD 88
 FC1190.geopotential number by the normal gravity value computed on the
 FC1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1190.degrees latitude (g = 980.6199 gals.).
 FC1190
 FC1190.The modeled gravity was interpolated from observed gravity values.
 FC1190
 FC1190;                    North         East    Units  Estimated Accuracy
 FC1190;SPC TN       -    75,640.      662,530.      MT  (+/- 180 meters Scaled)
 FC1190
 FC1190                          SUPERSEDED SURVEY CONTROL
 FC1190
 FC1190  NGVD 29 (??/??/92)  209.711  (m)          688.03   (f) ADJ UNCH    1 2
 FC1190
 FC1190.Superseded values are not recommended for survey control.
 FC1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1190.See file dsdata.txt to determine how the superseded data were derived.
 FC1190
 FC1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537757(NAD 83)
 FC1190_MARKER: DB = BENCH MARK DISK
 FC1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1190_SP_SET: OVERPASS
 FC1190_STAMPING: F 41 1934
 FC1190_MARK LOGO: CGS   
 FC1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1190
 FC1190  HISTORY     - Date     Condition        Report By
 FC1190  HISTORY     - 1934     MONUMENTED       CGS
 FC1190  HISTORY     - 1950     GOOD             NGS
 FC1190  HISTORY     - 1962     GOOD             NGS
 FC1190  HISTORY     - 1983     GOOD             NGS
 FC1190
 FC1190                          STATION DESCRIPTION
 FC1190
 FC1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1190'AT CHATTANOOGA.
 FC1190'AT CHATTANOOGA, ABOUT 1.15 MILES SOUTHWEST ALONG THE ALABAMA
 FC1190'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, SET IN
 FC1190'THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF RAILROAD
 FC1190'OVERPASS OVER ALTON PARK BLVD., 9.3 FEET NORTH OF THE NORTH
 FC1190'RAIL, 264 FEET EAST OF MILE POST 1 AND ABOUT LEVEL WITH THE
 FC1190'TRACK.
 FC1190
 FC1190                          STATION RECOVERY (1962)
 FC1190
 FC1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1190'RECOVERED IN GOOD CONDITION.
 FC1190
 FC1190                          STATION RECOVERY (1983)
 FC1190
 FC1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0974 ***********************************************************************
 FC0974  DESIGNATION -  F 42
 FC0974  PID         -  FC0974
 FC0974  STATE/COUNTY-  TN/BLEDSOE
 FC0974  USGS QUAD   -  PIKEVILLE (1977)
 FC0974
 FC0974                         *CURRENT SURVEY CONTROL
 FC0974  ___________________________________________________________________
 FC0974* NAD 83(1986)-  35 36 29.     (N)    085 11 43.     (W)     SCALED    
 FC0974* NAVD 88     -       265.316  (meters)     870.46   (feet)  ADJUSTED  
 FC0974  ___________________________________________________________________
 FC0974  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0974  DYNAMIC HT  -         265.067 (meters)     869.64  (feet)  COMP
 FC0974  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FC0974
 FC0974  VERT ORDER  -  SECOND    CLASS 0
 FC0974
 FC0974.The horizontal coordinates were scaled from a topographic map and have
 FC0974.an estimated accuracy of +/- 6 seconds.
 FC0974
 FC0974.The orthometric height was determined by differential leveling
 FC0974.and adjusted by the National Geodetic Survey in June 1991..
 FC0974
 FC0974.The geoid height was determined by GEOID03.
 FC0974
 FC0974.The dynamic height is computed by dividing the NAVD 88
 FC0974.geopotential number by the normal gravity value computed on the
 FC0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0974.degrees latitude (g = 980.6199 gals.).
 FC0974
 FC0974.The modeled gravity was interpolated from observed gravity values.
 FC0974
 FC0974;                    North         East    Units  Estimated Accuracy
 FC0974;SPC TN       -   141,730.      672,910.      MT  (+/- 180 meters Scaled)
 FC0974
 FC0974                          SUPERSEDED SURVEY CONTROL
 FC0974
 FC0974  NGVD 29 (??/??/92)  265.368  (m)          870.63   (f) ADJ UNCH    2 0
 FC0974
 FC0974.Superseded values are not recommended for survey control.
 FC0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0974.See file dsdata.txt to determine how the superseded data were derived.
 FC0974
 FC0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE634419(NAD 83)
 FC0974_MARKER: DB = BENCH MARK DISK
 FC0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0974_STAMPING: F 42 1934
 FC0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0974+STABILITY: SURFACE MOTION
 FC0974
 FC0974  HISTORY     - Date     Condition        Report By
 FC0974  HISTORY     - 1934     MONUMENTED       CGS
 FC0974
 FC0974                          STATION DESCRIPTION
 FC0974
 FC0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0974'AT PIKEVILLE.
 FC0974'AT PIKEVILLE, BLEDSOE COUNTY, OPPOSITE THE NASHVILLE, CHATTANOOGA
 FC0974'AND ST. LOUIS RAILWAY STATION, IN THE YARD OF THE CRANWELL-LEE
 FC0974'HOSIERY MILLS INC., 42 FEET SOUTHWEST OF THE MILL, 18 FEET
 FC0974'NORTH OF THE NORTHWEST CORNER OF THE YARD, AND 2 FEET EAST OF
 FC0974'A HEDGE.  A STANDARD DISK, STAMPED F 42 1934 AND SET IN THE
 FC0974'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1019 ***********************************************************************
 FC1019  DESIGNATION -  F 43
 FC1019  PID         -  FC1019
 FC1019  STATE/COUNTY-  TN/VAN BUREN
 FC1019  USGS QUAD   -  BALD KNOB (1979)
 FC1019
 FC1019                         *CURRENT SURVEY CONTROL
 FC1019  ___________________________________________________________________
 FC1019* NAD 83(1986)-  35 46 38.     (N)    085 27 50.     (W)     SCALED    
 FC1019* NAVD 88     -       450.091  (meters)    1476.67   (feet)  ADJUSTED  
 FC1019  ___________________________________________________________________
 FC1019  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC1019  DYNAMIC HT  -         449.685 (meters)    1475.34  (feet)  COMP
 FC1019  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FC1019
 FC1019  VERT ORDER  -  SECOND    CLASS 0
 FC1019
 FC1019.The horizontal coordinates were scaled from a topographic map and have
 FC1019.an estimated accuracy of +/- 6 seconds.
 FC1019
 FC1019.The orthometric height was determined by differential leveling
 FC1019.and adjusted by the National Geodetic Survey in June 1991..
 FC1019
 FC1019.The geoid height was determined by GEOID03.
 FC1019
 FC1019.The dynamic height is computed by dividing the NAVD 88
 FC1019.geopotential number by the normal gravity value computed on the
 FC1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1019.degrees latitude (g = 980.6199 gals.).
 FC1019
 FC1019.The modeled gravity was interpolated from observed gravity values.
 FC1019
 FC1019;                    North         East    Units  Estimated Accuracy
 FC1019;SPC TN       -   160,330.      648,470.      MT  (+/- 180 meters Scaled)
 FC1019
 FC1019                          SUPERSEDED SURVEY CONTROL
 FC1019
 FC1019  NGVD 29 (??/??/92)  450.153  (m)         1476.88   (f) ADJ UNCH    2 0
 FC1019
 FC1019.Superseded values are not recommended for survey control.
 FC1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1019.See file dsdata.txt to determine how the superseded data were derived.
 FC1019
 FC1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE388603(NAD 83)
 FC1019_MARKER: DB = BENCH MARK DISK
 FC1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1019_STAMPING: F 43 1934
 FC1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1019+STABILITY: SURFACE MOTION
 FC1019
 FC1019  HISTORY     - Date     Condition        Report By
 FC1019  HISTORY     - 1934     MONUMENTED       CGS
 FC1019  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1019
 FC1019                          STATION DESCRIPTION
 FC1019
 FC1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1019'2.2 MI N FROM SPENCER.
 FC1019'2.2 MILES NORTH ALONG STATE HIGHWAY 111 FROM SPENCER, VAN BUREN
 FC1019'COUNTY, IN THE YARD OF W.R. MILLS IN 1934, 25 FEET WEST OF THE
 FC1019'FRONT PORCH, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FC1019'2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED F 43 1934
 FC1019'AND SET IN THE TOP OF A CONCRETE POST.
 FC1019
 FC1019                          STATION RECOVERY (2002)
 FC1019
 FC1019'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1045 ***********************************************************************
 FC1045  DESIGNATION -  F 44
 FC1045  PID         -  FC1045
 FC1045  STATE/COUNTY-  TN/BLEDSOE
 FC1045  USGS QUAD   -  PIKEVILLE (1977)
 FC1045
 FC1045                         *CURRENT SURVEY CONTROL
 FC1045  ___________________________________________________________________
 FC1045* NAD 83(1986)-  35 35 27.     (N)    085 08 04.     (W)     SCALED    
 FC1045* NAVD 88     -       609.090  (meters)    1998.32   (feet)  ADJUSTED  
 FC1045  ___________________________________________________________________
 FC1045  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FC1045  DYNAMIC HT  -         608.499 (meters)    1996.38  (feet)  COMP
 FC1045  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 FC1045
 FC1045  VERT ORDER  -  SECOND    CLASS 0
 FC1045
 FC1045.The horizontal coordinates were scaled from a topographic map and have
 FC1045.an estimated accuracy of +/- 6 seconds.
 FC1045
 FC1045.The orthometric height was determined by differential leveling
 FC1045.and adjusted by the National Geodetic Survey in June 1991..
 FC1045
 FC1045.The geoid height was determined by GEOID03.
 FC1045
 FC1045.The dynamic height is computed by dividing the NAVD 88
 FC1045.geopotential number by the normal gravity value computed on the
 FC1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1045.degrees latitude (g = 980.6199 gals.).
 FC1045
 FC1045.The modeled gravity was interpolated from observed gravity values.
 FC1045
 FC1045;                    North         East    Units  Estimated Accuracy
 FC1045;SPC TN       -   139,870.      678,440.      MT  (+/- 180 meters Scaled)
 FC1045
 FC1045                          SUPERSEDED SURVEY CONTROL
 FC1045
 FC1045  NGVD 29 (??/??/92)  609.149  (m)         1998.52   (f) ADJ UNCH    2 0
 FC1045
 FC1045.Superseded values are not recommended for survey control.
 FC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1045.See file dsdata.txt to determine how the superseded data were derived.
 FC1045
 FC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE690401(NAD 83)
 FC1045_MARKER: DB = BENCH MARK DISK
 FC1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1045_STAMPING: F 44 1934
 FC1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1045+STABILITY: SURFACE MOTION
 FC1045
 FC1045  HISTORY     - Date     Condition        Report By
 FC1045  HISTORY     - 1934     MONUMENTED       CGS
 FC1045
 FC1045                          STATION DESCRIPTION
 FC1045
 FC1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1045'6.5 MI E FROM PIKEVILLE.
 FC1045'6.5 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1045'COUNTY, ON THE TOP OF A MOUNTAIN, 25 FEET SOUTH OF THE CENTERLINE
 FC1045'OF THE HIGHWAY, 20 FEET EAST OF AN OLD SIDE ROAD, AND 18 FEET
 FC1045'NORTHEAST OF A 30-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FC1045'F 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2317 ***********************************************************************
 GA2317  DESIGNATION -  F 45
 GA2317  PID         -  GA2317
 GA2317  STATE/COUNTY-  TN/KNOX
 GA2317  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2317
 GA2317                         *CURRENT SURVEY CONTROL
 GA2317  ___________________________________________________________________
 GA2317* NAD 83(1986)-  36 02 03.     (N)    083 54 10.     (W)     SCALED    
 GA2317* NAVD 88     -       294.194  (meters)     965.20   (feet)  POSTED    
 GA2317  ___________________________________________________________________
 GA2317  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2317  DYNAMIC HT  -         293.920 (meters)     964.30  (feet)  COMP
 GA2317  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA2317
 GA2317  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2317
 GA2317.The horizontal coordinates were scaled from a topographic map and have
 GA2317.an estimated accuracy of +/- 6 seconds.
 GA2317
 GA2317.The orthometric height was determined by differential leveling
 GA2317.and adjusted by the National Geodetic Survey in 1992..
 GA2317.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2317.rate of 4.1 thru 8.0 mm/km.
 GA2317
 GA2317.The geoid height was determined by GEOID03.
 GA2317
 GA2317.The dynamic height is computed by dividing the NAVD 88
 GA2317.geopotential number by the normal gravity value computed on the
 GA2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2317.degrees latitude (g = 980.6199 gals.).
 GA2317
 GA2317.The modeled gravity was interpolated from observed gravity values.
 GA2317
 GA2317;                    North         East    Units  Estimated Accuracy
 GA2317;SPC TN       -   190,730.      788,990.      MT  (+/- 180 meters Scaled)
 GA2317
 GA2317                          SUPERSEDED SURVEY CONTROL
 GA2317
 GA2317  NGVD 29 (??/??/92)  294.325  (m)          965.63   (f) ADJ UNCH    2 0
 GA2317
 GA2317.Superseded values are not recommended for survey control.
 GA2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2317.See file dsdata.txt to determine how the superseded data were derived.
 GA2317
 GA2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV384916(NAD 83)
 GA2317_MARKER: DB = BENCH MARK DISK
 GA2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2317_STAMPING: F 45 1934
 GA2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2317+STABILITY: SURFACE MOTION
 GA2317
 GA2317  HISTORY     - Date     Condition        Report By
 GA2317  HISTORY     - 1934     MONUMENTED       CGS
 GA2317  HISTORY     - 1950     GOOD             NGS
 GA2317  HISTORY     - 1969     MARK NOT FOUND   TNDT
 GA2317
 GA2317                          STATION DESCRIPTION
 GA2317
 GA2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2317'6 MI NE FROM KNOXVILLE.
 GA2317'6.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2317'AT KNOXVILLE, KNOX COUNTY, 4-1/2 RAILS NORTH OF THE STATION AT
 GA2317'BEVERLEY, 4 POLES NORTH OF MILEPOST 6, 53 FEET WEST OF THE WEST
 GA2317'RAIL OF THE MAIN TRACK, 36 FEET NORTHEAST OF THE NORTHEAST
 GA2317'CORNER OF THE SECTION HOUSE, 25 FEET WEST OF A POLE, AND 8 FEET
 GA2317'SOUTH OF THE NORTHEAST CORNER OF THE MAIN SECTION-HOUSE FENCE.
 GA2317'A STANDARD DISK, STAMPED F 45 1934 AND SET IN THE TOP OF A CONCRETE
 GA2317'POST.
 GA2317
 GA2317                          STATION RECOVERY (1969)
 GA2317
 GA2317'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1149 ***********************************************************************
 FB1149  DESIGNATION -  F 47
 FB1149  PID         -  FB1149
 FB1149  STATE/COUNTY-  TN/SEVIER
 FB1149  USGS QUAD   -  SHADY GROVE (1980)
 FB1149
 FB1149                         *CURRENT SURVEY CONTROL
 FB1149  ___________________________________________________________________
 FB1149* NAD 83(1986)-  35 52 57.     (N)    083 26 27.     (W)     SCALED    
 FB1149* NAVD 88     -       335.302  (meters)    1100.07   (feet)  ADJUSTED  
 FB1149  ___________________________________________________________________
 FB1149  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1149  DYNAMIC HT  -         334.985 (meters)    1099.03  (feet)  COMP
 FB1149  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FB1149
 FB1149  VERT ORDER  -  SECOND    CLASS 0
 FB1149
 FB1149.The horizontal coordinates were scaled from a topographic map and have
 FB1149.an estimated accuracy of +/- 6 seconds.
 FB1149
 FB1149.The orthometric height was determined by differential leveling
 FB1149.and adjusted by the National Geodetic Survey in June 1991..
 FB1149
 FB1149.The geoid height was determined by GEOID03.
 FB1149
 FB1149.The dynamic height is computed by dividing the NAVD 88
 FB1149.geopotential number by the normal gravity value computed on the
 FB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1149.degrees latitude (g = 980.6199 gals.).
 FB1149
 FB1149.The modeled gravity was interpolated from observed gravity values.
 FB1149
 FB1149;                    North         East    Units  Estimated Accuracy
 FB1149;SPC TN       -   174,900.      831,050.      MT  (+/- 180 meters Scaled)
 FB1149
 FB1149                          SUPERSEDED SURVEY CONTROL
 FB1149
 FB1149  NGVD 29 (??/??/92)  335.446  (m)         1100.54   (f) ADJ UNCH    2 0
 FB1149
 FB1149.Superseded values are not recommended for survey control.
 FB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1149.See file dsdata.txt to determine how the superseded data were derived.
 FB1149
 FB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV796736(NAD 83)
 FB1149_MARKER: DB = BENCH MARK DISK
 FB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1149_STAMPING: F 47 1934
 FB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1149+STABILITY: SURFACE MOTION
 FB1149
 FB1149  HISTORY     - Date     Condition        Report By
 FB1149  HISTORY     - 1934     MONUMENTED       CGS
 FB1149  HISTORY     - 1949     GOOD             NGS
 FB1149
 FB1149                          STATION DESCRIPTION
 FB1149
 FB1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1149'8.2 MI E FROM SEVIERVILLE.
 FB1149'8.25 MILES EAST ALONG HIGHWAY 35 FROM SEVIERVILLE.  0.9 MILES
 FB1149'SOUTHWEST OF FAIR GARDEN SCHOOL, 275 FEET (ABOUT) NORTHEAST OF
 FB1149'Y-ROAD WEST OF WALNUT GROVE, 26.3 FEET SOUTHEAST OF CENTER LINE
 FB1149'OF HIGHWAY, 5.0 FEET SOUTHEAST OF FENCE INTERSECTION, 1.0 FOOT
 FB1149'SOUTHWEST OF WIRE FENCE, 115 FEET (ABOUT) NORTHWEST OF POWER POLE
 FB1149'115.  A STANDARD NGS BRONZE TABLET IN A PRECAST CONCRETE MONUMENT.
 FB1149'CONTROL MARKER SIGN SET 1.0 FOOT NORTHWEST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1681 ***********************************************************************
 GB1681  DESIGNATION -  F 48
 GB1681  PID         -  GB1681
 GB1681  STATE/COUNTY-  TN/FENTRESS
 GB1681  USGS QUAD   -  CLARKRANGE (1974)
 GB1681
 GB1681                         *CURRENT SURVEY CONTROL
 GB1681  ___________________________________________________________________
 GB1681* NAD 83(1986)-  36 13 02.     (N)    085 00 49.     (W)     SCALED    
 GB1681* NAVD 88     -       547.364  (meters)    1795.81   (feet)  ADJUSTED  
 GB1681  ___________________________________________________________________
 GB1681  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB1681  DYNAMIC HT  -         546.869 (meters)    1794.19  (feet)  COMP
 GB1681  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GB1681
 GB1681  VERT ORDER  -  SECOND    CLASS 0
 GB1681
 GB1681.The horizontal coordinates were scaled from a topographic map and have
 GB1681.an estimated accuracy of +/- 6 seconds.
 GB1681
 GB1681.The orthometric height was determined by differential leveling
 GB1681.and adjusted by the National Geodetic Survey in June 1991..
 GB1681
 GB1681.The geoid height was determined by GEOID03.
 GB1681
 GB1681.The dynamic height is computed by dividing the NAVD 88
 GB1681.geopotential number by the normal gravity value computed on the
 GB1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1681.degrees latitude (g = 980.6199 gals.).
 GB1681
 GB1681.The modeled gravity was interpolated from observed gravity values.
 GB1681
 GB1681;                    North         East    Units  Estimated Accuracy
 GB1681;SPC TN       -   209,470.      688,690.      MT  (+/- 180 meters Scaled)
 GB1681
 GB1681                          SUPERSEDED SURVEY CONTROL
 GB1681
 GB1681  NGVD 29 (??/??/92)  547.443  (m)         1796.07   (f) ADJ UNCH    2 0
 GB1681
 GB1681.Superseded values are not recommended for survey control.
 GB1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1681.See file dsdata.txt to determine how the superseded data were derived.
 GB1681
 GB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF785098(NAD 83)
 GB1681_MARKER: DB = BENCH MARK DISK
 GB1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1681_STAMPING: F 48 1934
 GB1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1681+STABILITY: SURFACE MOTION
 GB1681
 GB1681  HISTORY     - Date     Condition        Report By
 GB1681  HISTORY     - 1934     MONUMENTED       CGS
 GB1681
 GB1681                          STATION DESCRIPTION
 GB1681
 GB1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1681'3.8 MI S FROM GRIMSLEY.
 GB1681'3.8 MILES SOUTH ALONG STATE HIGHWAY 48 FROM GRIMSLEY, FENTRESS
 GB1681'COUNTY, 95 FEET NORTH OF A SMALL DRAIN ACROSS THE HIGHWAY, 95
 GB1681'FEET SOUTH OF A YARD FENCE, AND 25 FEET WEST OF THE CENTERLINE
 GB1681'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 48 1934 AND SET IN
 GB1681'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0888 ***********************************************************************
 GB0888  DESIGNATION -  F 49
 GB0888  PID         -  GB0888
 GB0888  STATE/COUNTY-  TN/MORGAN
 GB0888  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0888
 GB0888                         *CURRENT SURVEY CONTROL
 GB0888  ___________________________________________________________________
 GB0888* NAD 83(1986)-  36 14 40.     (N)    084 40 07.     (W)     SCALED    
 GB0888* NAVD 88     -       410.656  (meters)    1347.29   (feet)  ADJUSTED  
 GB0888  ___________________________________________________________________
 GB0888  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0888  DYNAMIC HT  -         410.297 (meters)    1346.12  (feet)  COMP
 GB0888  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GB0888
 GB0888  VERT ORDER  -  FIRST     CLASS I
 GB0888
 GB0888.The horizontal coordinates were scaled from a topographic map and have
 GB0888.an estimated accuracy of +/- 6 seconds.
 GB0888
 GB0888.The orthometric height was determined by differential leveling
 GB0888.and adjusted by the National Geodetic Survey in June 1991..
 GB0888
 GB0888.The geoid height was determined by GEOID03.
 GB0888
 GB0888.The dynamic height is computed by dividing the NAVD 88
 GB0888.geopotential number by the normal gravity value computed on the
 GB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0888.degrees latitude (g = 980.6199 gals.).
 GB0888
 GB0888.The modeled gravity was interpolated from observed gravity values.
 GB0888
 GB0888;                    North         East    Units  Estimated Accuracy
 GB0888;SPC TN       -   212,850.      719,670.      MT  (+/- 180 meters Scaled)
 GB0888
 GB0888                          SUPERSEDED SURVEY CONTROL
 GB0888
 GB0888  NGVD 29 (??/??/92)  410.766  (m)         1347.65   (f) ADJ UNCH    1 1
 GB0888
 GB0888.Superseded values are not recommended for survey control.
 GB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0888.See file dsdata.txt to determine how the superseded data were derived.
 GB0888
 GB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF094135(NAD 83)
 GB0888_MARKER: DB = BENCH MARK DISK
 GB0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0888_SP_SET: ABUTMENT
 GB0888_STAMPING: F 49 1934
 GB0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0888
 GB0888  HISTORY     - Date     Condition        Report By
 GB0888  HISTORY     - 1934     MONUMENTED       CGS
 GB0888  HISTORY     - 1968     GOOD             NGS
 GB0888
 GB0888                          STATION DESCRIPTION
 GB0888
 GB0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0888'0.2 MI NE FROM SUNBRIGHT.
 GB0888'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0888'SUNBRIGHT, THENCE 0.15 MILE NORTHEAST ALONG A SIDETRACK OF THE
 GB0888'SOUTHERN RAILWAY, SET IN THE TOP AND 1.6 FEET WEST OF THE EAST
 GB0888'END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 GB0888'231.6 OVER WHITE OAK CREEK, 5 FEET EAST OF THE EAST RAIL, AND
 GB0888'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0885 ***********************************************************************
 GB0885  DESIGNATION -  F 49 A
 GB0885  PID         -  GB0885
 GB0885  STATE/COUNTY-  TN/MORGAN
 GB0885  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0885
 GB0885                         *CURRENT SURVEY CONTROL
 GB0885  ___________________________________________________________________
 GB0885* NAD 83(1986)-  36 12 57.     (N)    084 40 03.     (W)     SCALED    
 GB0885* NAVD 88     -       428.180  (meters)    1404.79   (feet)  ADJUSTED  
 GB0885  ___________________________________________________________________
 GB0885  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0885  DYNAMIC HT  -         427.803 (meters)    1403.55  (feet)  COMP
 GB0885  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 GB0885
 GB0885  VERT ORDER  -  FIRST     CLASS I
 GB0885
 GB0885.The horizontal coordinates were scaled from a topographic map and have
 GB0885.an estimated accuracy of +/- 6 seconds.
 GB0885
 GB0885.The orthometric height was determined by differential leveling
 GB0885.and adjusted by the National Geodetic Survey in June 1991..
 GB0885
 GB0885.The geoid height was determined by GEOID03.
 GB0885
 GB0885.The dynamic height is computed by dividing the NAVD 88
 GB0885.geopotential number by the normal gravity value computed on the
 GB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0885.degrees latitude (g = 980.6199 gals.).
 GB0885
 GB0885.The modeled gravity was interpolated from observed gravity values.
 GB0885
 GB0885;                    North         East    Units  Estimated Accuracy
 GB0885;SPC TN       -   209,680.      719,810.      MT  (+/- 180 meters Scaled)
 GB0885
 GB0885                          SUPERSEDED SURVEY CONTROL
 GB0885
 GB0885  NGVD 29 (??/??/92)  428.282  (m)         1405.12   (f) ADJ UNCH    1 1
 GB0885
 GB0885.Superseded values are not recommended for survey control.
 GB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0885.See file dsdata.txt to determine how the superseded data were derived.
 GB0885
 GB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF096104(NAD 83)
 GB0885_MARKER: DB = BENCH MARK DISK
 GB0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0885_SP_SET: FOOTING
 GB0885_STAMPING: F 49 A 1950
 GB0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0885
 GB0885  HISTORY     - Date     Condition        Report By
 GB0885  HISTORY     - 1950     MONUMENTED       CGS
 GB0885  HISTORY     - 1968     GOOD             NGS
 GB0885
 GB0885                          STATION DESCRIPTION
 GB0885
 GB0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0885'2 MI S FROM SUNBRIGHT.
 GB0885'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0885'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0885'SOUTHERN RAILWAY, THENCE 1.6 MILES SOUTH ALONG THE MAIN TRACK,
 GB0885'AT THE RAILROAD UNDERPASS FOR U.S. HIGHWAY 27, 0.6 MILE SOUTH
 GB0885'OF MILEPOST 233, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 GB0885'SOUTHERLY OF SIX CONCRETE FOOTINGS EAST OF THE TRACK, 7 1/2 FEET
 GB0885'EAST OF THE EAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GB0885'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0878 ***********************************************************************
 GB0878  DESIGNATION -  F 49 B
 GB0878  PID         -  GB0878
 GB0878  STATE/COUNTY-  TN/MORGAN
 GB0878  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0878
 GB0878                         *CURRENT SURVEY CONTROL
 GB0878  ___________________________________________________________________
 GB0878* NAD 83(1986)-  36 10 11.     (N)    084 39 43.     (W)     SCALED    
 GB0878* NAVD 88     -       382.624  (meters)    1255.33   (feet)  POSTED    
 GB0878  ___________________________________________________________________
 GB0878  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0878  DYNAMIC HT  -         382.280 (meters)    1254.20  (feet)  COMP
 GB0878  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GB0878
 GB0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB0878
 GB0878.The horizontal coordinates were scaled from a topographic map and have
 GB0878.an estimated accuracy of +/- 6 seconds.
 GB0878
 GB0878.The orthometric height was determined by differential leveling
 GB0878.and adjusted by the National Geodetic Survey in 1992..
 GB0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB0878.rate of 0.0 thru 1.0 mm/km.
 GB0878
 GB0878.The geoid height was determined by GEOID03.
 GB0878
 GB0878.The dynamic height is computed by dividing the NAVD 88
 GB0878.geopotential number by the normal gravity value computed on the
 GB0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0878.degrees latitude (g = 980.6199 gals.).
 GB0878
 GB0878.The modeled gravity was interpolated from observed gravity values.
 GB0878
 GB0878;                    North         East    Units  Estimated Accuracy
 GB0878;SPC TN       -   204,570.      720,380.      MT  (+/- 180 meters Scaled)
 GB0878
 GB0878                          SUPERSEDED SURVEY CONTROL
 GB0878
 GB0878  NGVD 29 (??/??/92)  382.736  (m)         1255.69   (f) ADJ UNCH    2 0
 GB0878
 GB0878.Superseded values are not recommended for survey control.
 GB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0878.See file dsdata.txt to determine how the superseded data were derived.
 GB0878
 GB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF102053(NAD 83)
 GB0878_MARKER: DB = BENCH MARK DISK
 GB0878_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0878_SP_SET: UNSPECIFIED ROCK
 GB0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0878
 GB0878  HISTORY     - Date     Condition        Report By
 GB0878  HISTORY     - UNK      MONUMENTED       CGS
 GB0878  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB0878  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0878
 GB0878                          STATION DESCRIPTION
 GB0878
 GB0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0878'0.6 MI S FROM ANNADEL.
 GB0878'ABOUT 0.6 MILE SOUTH ALONG THE CINCINNATI, NEW ORLEANS AND TEXAS
 GB0878'PACIFIC RAILWAY FROM THE STATION AT ANNADEL, MORGAN COUNTY, ABOUT
 GB0878'16 RAILS SOUTH OF MILEPOST 237, ABOUT 16 RAILS NORTH OF SIGNAL
 GB0878'BOARD NUMBERED 2373, IN THE TOP OF A LARGE STONE, AND ABOUT LEVEL
 GB0878'WITH THE TOP OF THE RAIL.  A STANDARD DISK.
 GB0878
 GB0878                          STATION RECOVERY (1968)
 GB0878
 GB0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0872 ***********************************************************************
 GB0872  DESIGNATION -  F 49 C
 GB0872  PID         -  GB0872
 GB0872  STATE/COUNTY-  TN/MORGAN
 GB0872  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0872
 GB0872                         *CURRENT SURVEY CONTROL
 GB0872  ___________________________________________________________________
 GB0872* NAD 83(1986)-  36 07 54.     (N)    084 38 58.     (W)     SCALED    
 GB0872* NAVD 88     -       359.608  (meters)    1179.81   (feet)  ADJUSTED  
 GB0872  ___________________________________________________________________
 GB0872  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GB0872  DYNAMIC HT  -         359.285 (meters)    1178.75  (feet)  COMP
 GB0872  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 GB0872
 GB0872  VERT ORDER  -  FIRST     CLASS I
 GB0872
 GB0872.The horizontal coordinates were scaled from a topographic map and have
 GB0872.an estimated accuracy of +/- 6 seconds.
 GB0872
 GB0872.The orthometric height was determined by differential leveling
 GB0872.and adjusted by the National Geodetic Survey in June 1991..
 GB0872
 GB0872.The geoid height was determined by GEOID03.
 GB0872
 GB0872.The dynamic height is computed by dividing the NAVD 88
 GB0872.geopotential number by the normal gravity value computed on the
 GB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0872.degrees latitude (g = 980.6199 gals.).
 GB0872
 GB0872.The modeled gravity was interpolated from observed gravity values.
 GB0872
 GB0872;                    North         East    Units  Estimated Accuracy
 GB0872;SPC TN       -   200,360.      721,560.      MT  (+/- 180 meters Scaled)
 GB0872
 GB0872                          SUPERSEDED SURVEY CONTROL
 GB0872
 GB0872  NGVD 29 (??/??/92)  359.719  (m)         1180.18   (f) ADJ UNCH    1 1
 GB0872
 GB0872.Superseded values are not recommended for survey control.
 GB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0872.See file dsdata.txt to determine how the superseded data were derived.
 GB0872
 GB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF115011(NAD 83)
 GB0872_MARKER: DB = BENCH MARK DISK
 GB0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0872_SP_SET: BRIDGE
 GB0872_STAMPING: F 49 C 150
 GB0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0872
 GB0872  HISTORY     - Date     Condition        Report By
 GB0872  HISTORY     - 1950     MONUMENTED       CGS
 GB0872  HISTORY     - 1968     GOOD             NGS
 GB0872
 GB0872                          STATION DESCRIPTION
 GB0872
 GB0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0872'0.8 MI N FROM LANCING.
 GB0872'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0872'AT LANCING, 0.3 MILE SOUTH OF MILEPOST 240, SET IN THE TOP OF THE
 GB0872'NORTH END OF THE NORTHWEST CONCRETE RETAINING WALL OF A RAILROAD
 GB0872'BRIDGE OVER ROCK CREEK, 8 1/2 FEET WEST OF THE WEST RAIL OF THE
 GB0872'WEST TRACK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0866 ***********************************************************************
 GB0866  DESIGNATION -  F 49 D
 GB0866  PID         -  GB0866
 GB0866  STATE/COUNTY-  TN/MORGAN
 GB0866  USGS QUAD   -  LANCING (1984)
 GB0866
 GB0866                         *CURRENT SURVEY CONTROL
 GB0866  ___________________________________________________________________
 GB0866* NAD 83(1986)-  36 05 30.     (N)    084 38 22.     (W)     SCALED    
 GB0866* NAVD 88     -       312.122  (meters)    1024.02   (feet)  ADJUSTED  
 GB0866  ___________________________________________________________________
 GB0866  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0866  DYNAMIC HT  -         311.841 (meters)    1023.10  (feet)  COMP
 GB0866  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0866
 GB0866  VERT ORDER  -  FIRST     CLASS I
 GB0866
 GB0866.The horizontal coordinates were scaled from a topographic map and have
 GB0866.an estimated accuracy of +/- 6 seconds.
 GB0866
 GB0866.The orthometric height was determined by differential leveling
 GB0866.and adjusted by the National Geodetic Survey in June 1991..
 GB0866.WARNING-Repeat measurements at this control monument indicate possible
 GB0866.vertical movement.
 GB0866
 GB0866.The geoid height was determined by GEOID03.
 GB0866
 GB0866.The dynamic height is computed by dividing the NAVD 88
 GB0866.geopotential number by the normal gravity value computed on the
 GB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0866.degrees latitude (g = 980.6199 gals.).
 GB0866
 GB0866.The modeled gravity was interpolated from observed gravity values.
 GB0866
 GB0866;                    North         East    Units  Estimated Accuracy
 GB0866;SPC TN       -   195,940.      722,520.      MT  (+/- 180 meters Scaled)
 GB0866
 GB0866                          SUPERSEDED SURVEY CONTROL
 GB0866
 GB0866  NGVD 29 (??/??/92)  312.238  (m)         1024.40   (f) ADJ UNCH    1 1
 GB0866
 GB0866.Superseded values are not recommended for survey control.
 GB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0866.See file dsdata.txt to determine how the superseded data were derived.
 GB0866
 GB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE125966(NAD 83)
 GB0866_MARKER: DB = BENCH MARK DISK
 GB0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0866_SP_SET: CULVERT
 GB0866_STAMPING: F 49 D 1950
 GB0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0866
 GB0866  HISTORY     - Date     Condition        Report By
 GB0866  HISTORY     - 1950     MONUMENTED       CGS
 GB0866  HISTORY     - 1968     GOOD             NGS
 GB0866
 GB0866                          STATION DESCRIPTION
 GB0866
 GB0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0866'2.6 MI S FROM LANCING.
 GB0866'ABOUT 2.65 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0866'AT LANCING, NEAR THE EAST END OF A ROCK CUT FOR THE RAILROAD, 0.2
 GB0866'MILE EAST OF MILEPOST 244, SET IN THE TOP AND 2.0 FEET WEST OF THE
 GB0866'EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 GB0866'TRACK, 7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET BELOW
 GB0866'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0854 ***********************************************************************
 GB0854  DESIGNATION -  F 49 E
 GB0854  PID         -  GB0854
 GB0854  STATE/COUNTY-  TN/MORGAN
 GB0854  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0854
 GB0854                         *CURRENT SURVEY CONTROL
 GB0854  ___________________________________________________________________
 GB0854* NAD 83(1986)-  36 03 05.     (N)    084 37 07.     (W)     SCALED    
 GB0854* NAVD 88     -       258.928  (meters)     849.50   (feet)  ADJUSTED  
 GB0854  ___________________________________________________________________
 GB0854  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0854  DYNAMIC HT  -         258.694 (meters)     848.73  (feet)  COMP
 GB0854  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GB0854
 GB0854  VERT ORDER  -  FIRST     CLASS I
 GB0854
 GB0854.The horizontal coordinates were scaled from a topographic map and have
 GB0854.an estimated accuracy of +/- 6 seconds.
 GB0854
 GB0854.The orthometric height was determined by differential leveling
 GB0854.and adjusted by the National Geodetic Survey in June 1991..
 GB0854.WARNING-Repeat measurements at this control monument indicate possible
 GB0854.vertical movement.
 GB0854
 GB0854.The geoid height was determined by GEOID03.
 GB0854
 GB0854.The dynamic height is computed by dividing the NAVD 88
 GB0854.geopotential number by the normal gravity value computed on the
 GB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0854.degrees latitude (g = 980.6199 gals.).
 GB0854
 GB0854.The modeled gravity was interpolated from observed gravity values.
 GB0854
 GB0854;                    North         East    Units  Estimated Accuracy
 GB0854;SPC TN       -   191,500.      724,460.      MT  (+/- 180 meters Scaled)
 GB0854
 GB0854                          SUPERSEDED SURVEY CONTROL
 GB0854
 GB0854  NGVD 29 (??/??/92)  259.043  (m)          849.88   (f) ADJ UNCH    1 1
 GB0854
 GB0854.Superseded values are not recommended for survey control.
 GB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0854.See file dsdata.txt to determine how the superseded data were derived.
 GB0854
 GB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE145922(NAD 83)
 GB0854_MARKER: B = BOLT
 GB0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0854_SP_SET: CULVERT
 GB0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0854
 GB0854  HISTORY     - Date     Condition        Report By
 GB0854  HISTORY     - UNK      MONUMENTED       CGS
 GB0854  HISTORY     - 1968     GOOD             NGS
 GB0854
 GB0854                          STATION DESCRIPTION
 GB0854
 GB0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0854'6 MI NW FROM OAKDALE.
 GB0854'ABOUT 6.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0854'STATION AT OAKDALE, 0.3 MILE SOUTHEAST OF MILEPOST 248, A 3/4-INCH
 GB0854'BOLT SET IN THE TOP AND 3.0 FEET SOUTHEAST OF THE NORTHWEST END OF
 GB0854'THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, 19 FEET
 GB0854'NORTHEAST OF THE NORTHEAST RAIL, 238.0 FEET SOUTHEAST OF BENCH MARK
 GB0854'J 191, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0852 ***********************************************************************
 GB0852  DESIGNATION -  F 49 F
 GB0852  PID         -  GB0852
 GB0852  STATE/COUNTY-  TN/MORGAN
 GB0852  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0852
 GB0852                         *CURRENT SURVEY CONTROL
 GB0852  ___________________________________________________________________
 GB0852* NAD 83(1986)-  36 02 41.     (N)    084 36 16.     (W)     SCALED    
 GB0852* NAVD 88     -       255.547  (meters)     838.41   (feet)  ADJUSTED  
 GB0852  ___________________________________________________________________
 GB0852  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB0852  DYNAMIC HT  -         255.315 (meters)     837.65  (feet)  COMP
 GB0852  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 GB0852
 GB0852  VERT ORDER  -  FIRST     CLASS I
 GB0852
 GB0852.The horizontal coordinates were scaled from a topographic map and have
 GB0852.an estimated accuracy of +/- 6 seconds.
 GB0852
 GB0852.The orthometric height was determined by differential leveling
 GB0852.and adjusted by the National Geodetic Survey in June 1991..
 GB0852
 GB0852.The geoid height was determined by GEOID03.
 GB0852
 GB0852.The dynamic height is computed by dividing the NAVD 88
 GB0852.geopotential number by the normal gravity value computed on the
 GB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0852.degrees latitude (g = 980.6199 gals.).
 GB0852
 GB0852.The modeled gravity was interpolated from observed gravity values.
 GB0852
 GB0852;                    North         East    Units  Estimated Accuracy
 GB0852;SPC TN       -   190,770.      725,750.      MT  (+/- 180 meters Scaled)
 GB0852
 GB0852                          SUPERSEDED SURVEY CONTROL
 GB0852
 GB0852  NGVD 29 (??/??/92)  255.659  (m)          838.77   (f) ADJ UNCH    1 1
 GB0852
 GB0852.Superseded values are not recommended for survey control.
 GB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0852.See file dsdata.txt to determine how the superseded data were derived.
 GB0852
 GB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158915(NAD 83)
 GB0852_MARKER: DB = BENCH MARK DISK
 GB0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0852_SP_SET: ABUTMENT
 GB0852_STAMPING: F 49 F 1950
 GB0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0852
 GB0852  HISTORY     - Date     Condition        Report By
 GB0852  HISTORY     - 1950     MONUMENTED       CGS
 GB0852  HISTORY     - 1968     GOOD             NGS
 GB0852
 GB0852                          STATION DESCRIPTION
 GB0852
 GB0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0852'5.1 MI NW FROM OAKDALE.
 GB0852'ABOUT 5.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0852'STATION AT OAKDALE, 0.2 MILE SOUTHEAST OF MILEPOST 249, SET IN THE
 GB0852'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 GB0852'STEEL RAILROAD BRIDGE OVER CROOKED FORK, 5 FEET SOUTHWEST OF THE
 GB0852'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 4.3 FEET EAST OF THE SOUTH
 GB0852'CORNER OF THE SOUTHWEST STEEL GIRDER OF THE BRIDGE, AND ABOUT
 GB0852'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0852 ***********************************************************************
 FC0852  DESIGNATION -  F 49 G
 FC0852  PID         -  FC0852
 FC0852  STATE/COUNTY-  TN/MORGAN
 FC0852  USGS QUAD   -  HARRIMAN (1980)
 FC0852
 FC0852                         *CURRENT SURVEY CONTROL
 FC0852  ___________________________________________________________________
 FC0852* NAD 83(1986)-  35 59 11.     (N)    084 33 26.     (W)     SCALED    
 FC0852* NAVD 88     -       244.241  (meters)     801.31   (feet)  ADJUSTED  
 FC0852  ___________________________________________________________________
 FC0852  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0852  DYNAMIC HT  -         244.017 (meters)     800.58  (feet)  COMP
 FC0852  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0852
 FC0852  VERT ORDER  -  FIRST     CLASS I
 FC0852
 FC0852.The horizontal coordinates were scaled from a topographic map and have
 FC0852.an estimated accuracy of +/- 6 seconds.
 FC0852
 FC0852.The orthometric height was determined by differential leveling
 FC0852.and adjusted by the National Geodetic Survey in June 1991..
 FC0852
 FC0852.The geoid height was determined by GEOID03.
 FC0852
 FC0852.The dynamic height is computed by dividing the NAVD 88
 FC0852.geopotential number by the normal gravity value computed on the
 FC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0852.degrees latitude (g = 980.6199 gals.).
 FC0852
 FC0852.The modeled gravity was interpolated from observed gravity values.
 FC0852
 FC0852;                    North         East    Units  Estimated Accuracy
 FC0852;SPC TN       -   184,360.      730,100.      MT  (+/- 180 meters Scaled)
 FC0852
 FC0852                          SUPERSEDED SURVEY CONTROL
 FC0852
 FC0852  NGVD 29 (??/??/92)  244.353  (m)          801.68   (f) ADJ UNCH    1 1
 FC0852
 FC0852.Superseded values are not recommended for survey control.
 FC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0852.See file dsdata.txt to determine how the superseded data were derived.
 FC0852
 FC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE202851(NAD 83)
 FC0852_MARKER: Q = CHISELED SQUARE
 FC0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0852_SP_SET: BRIDGE
 FC0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0852
 FC0852  HISTORY     - Date     Condition        Report By
 FC0852  HISTORY     - UNK      MONUMENTED       CGS
 FC0852  HISTORY     - 1968     GOOD             NGS
 FC0852  HISTORY     - 1972     GOOD             TVA
 FC0852
 FC0852                          STATION DESCRIPTION
 FC0852
 FC0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0852'0.1 MI S FROM OAKDALE.
 FC0852'ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0852'AT OAKDALE, A ONE-INCH OUTLINED SQUARE ON THE TOP OF THE NORTHEAST
 FC0852'CORNER OF THE CONCRETE WALKWAY ON A RAILROAD BRIDGE OVER MUD LICK
 FC0852'CREEK, 9 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 225
 FC0852'FEET NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND CRAB
 FC0852'ORCHARD ROAD, 3 INCHES WEST OF THE NORTH END OF THE EAST CONCRETE
 FC0852'GUARD RAIL ON THE BRIDGE, AND ABOUT LEVEL WITH THE TRACK.
 FC0852
 FC0852                          STATION RECOVERY (1972)
 FC0852
 FC0852'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0850 ***********************************************************************
 FC0850  DESIGNATION -  F 49 H
 FC0850  PID         -  FC0850
 FC0850  STATE/COUNTY-  TN/MORGAN
 FC0850  USGS QUAD   -  HARRIMAN (1980)
 FC0850
 FC0850                         *CURRENT SURVEY CONTROL
 FC0850  ___________________________________________________________________
 FC0850* NAD 83(1986)-  35 59 10.     (N)    084 33 26.     (W)     SCALED    
 FC0850* NAVD 88     -       244.625  (meters)     802.57   (feet)  ADJUSTED  
 FC0850  ___________________________________________________________________
 FC0850  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0850  DYNAMIC HT  -         244.401 (meters)     801.84  (feet)  COMP
 FC0850  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0850
 FC0850  VERT ORDER  -  FIRST     CLASS I
 FC0850
 FC0850.The horizontal coordinates were scaled from a topographic map and have
 FC0850.an estimated accuracy of +/- 6 seconds.
 FC0850
 FC0850.The orthometric height was determined by differential leveling
 FC0850.and adjusted by the National Geodetic Survey in June 1991..
 FC0850
 FC0850.The geoid height was determined by GEOID03.
 FC0850
 FC0850.The dynamic height is computed by dividing the NAVD 88
 FC0850.geopotential number by the normal gravity value computed on the
 FC0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0850.degrees latitude (g = 980.6199 gals.).
 FC0850
 FC0850.The modeled gravity was interpolated from observed gravity values.
 FC0850
 FC0850;                    North         East    Units  Estimated Accuracy
 FC0850;SPC TN       -   184,330.      730,100.      MT  (+/- 180 meters Scaled)
 FC0850
 FC0850                          SUPERSEDED SURVEY CONTROL
 FC0850
 FC0850  NGVD 29 (??/??/92)  244.737  (m)          802.94   (f) ADJ UNCH    1 1
 FC0850
 FC0850.Superseded values are not recommended for survey control.
 FC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0850.See file dsdata.txt to determine how the superseded data were derived.
 FC0850
 FC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE202851(NAD 83)
 FC0850_MARKER: Q = CHISELED SQUARE
 FC0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0850_SP_SET: WING WALL BRIDGE
 FC0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0850
 FC0850  HISTORY     - Date     Condition        Report By
 FC0850  HISTORY     - UNK      MONUMENTED       CGS
 FC0850  HISTORY     - 1968     GOOD             NGS
 FC0850  HISTORY     - 1972     GOOD             TVA
 FC0850
 FC0850                          STATION DESCRIPTION
 FC0850
 FC0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0850'0.2 MI S FROM OAKDALE.
 FC0850'ABOUT 0.15 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0850'AT OAKDALE, 27 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 FC0850'A ONE-INCH OUTLINED SQUARE ON THE TOP OF THE SOUTHEAST CORNER OF
 FC0850'THE SOUTHEAST CONCRETE WING WALL OF THE CRAB ORCHARD ROAD BRIDGE
 FC0850'OVER THE EMORY RIVER, 16 1/2 FEET SOUTH OF THE CENTERLINE OF THE
 FC0850'ROAD, 34 FEET SOUTH OF BENCH MARK A 191, ABOUT 1 FOOT ABOVE THE
 FC0850'LEVEL OF THE HIGHWAY, AND ABOUT LEVEL WITH THE TRACK.
 FC0850
 FC0850                          STATION RECOVERY (1972)
 FC0850
 FC0850'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0574 ***********************************************************************
 GB0574  DESIGNATION -  F 50
 GB0574  PID         -  GB0574
 GB0574  STATE/COUNTY-  TN/ANDERSON
 GB0574  USGS QUAD   -  LAKE CITY (1973)
 GB0574
 GB0574                         *CURRENT SURVEY CONTROL
 GB0574  ___________________________________________________________________
 GB0574* NAD 83(1986)-  36 13 56.     (N)    084 09 46.     (W)     SCALED    
 GB0574* NAVD 88     -       266.402  (meters)     874.02   (feet)  POSTED    
 GB0574  ___________________________________________________________________
 GB0574  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB0574  DYNAMIC HT  -         266.160 (meters)     873.23  (feet)  COMP
 GB0574  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB0574
 GB0574  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GB0574
 GB0574.The horizontal coordinates were scaled from a topographic map and have
 GB0574.an estimated accuracy of +/- 6 seconds.
 GB0574
 GB0574.The orthometric height was determined by differential leveling
 GB0574.and adjusted by the National Geodetic Survey in 1992..
 GB0574.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GB0574.rate of 4.1 thru 8.0 mm/km.
 GB0574
 GB0574.The geoid height was determined by GEOID03.
 GB0574
 GB0574.The dynamic height is computed by dividing the NAVD 88
 GB0574.geopotential number by the normal gravity value computed on the
 GB0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0574.degrees latitude (g = 980.6199 gals.).
 GB0574
 GB0574.The modeled gravity was interpolated from observed gravity values.
 GB0574
 GB0574;                    North         East    Units  Estimated Accuracy
 GB0574;SPC TN       -   212,230.      765,150.      MT  (+/- 180 meters Scaled)
 GB0574
 GB0574                          SUPERSEDED SURVEY CONTROL
 GB0574
 GB0574  NGVD 29 (??/??/92)  266.543  (m)          874.48   (f) ADJ UNCH    2 0
 GB0574
 GB0574.Superseded values are not recommended for survey control.
 GB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0574.See file dsdata.txt to determine how the superseded data were derived.
 GB0574
 GB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF549134(NAD 83)
 GB0574_MARKER: DB = BENCH MARK DISK
 GB0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0574_STAMPING: F 50 1934
 GB0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0574+STABILITY: SURFACE MOTION
 GB0574
 GB0574  HISTORY     - Date     Condition        Report By
 GB0574  HISTORY     - 1934     MONUMENTED       CGS
 GB0574  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0574  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0574
 GB0574                          STATION DESCRIPTION
 GB0574
 GB0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0574'0.8 MI N FROM COAL CREEK.
 GB0574'0.8 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0574'ANDERSON COUNTY, 21 RAILS NORTH OF MILEPOST 32, 9 FEET SOUTH
 GB0574'OF A ROAD CROSSING, AND 14 FEET WEST OF THE TRACK.  A STANDARD
 GB0574'DISK, STAMPED F 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0574
 GB0574                          STATION RECOVERY (1973)
 GB0574
 GB0574'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0604 ***********************************************************************
 GB0604  DESIGNATION -  F 51
 GB0604  PID         -  GB0604
 GB0604  STATE/COUNTY-  TN/CAMPBELL
 GB0604  USGS QUAD   -  LA FOLLETTE (1990)
 GB0604
 GB0604                         *CURRENT SURVEY CONTROL
 GB0604  ___________________________________________________________________
 GB0604* NAD 83(1986)-  36 29 59.     (N)    084 04 09.     (W)     SCALED    
 GB0604* NAVD 88     -       381.127  (meters)    1250.41   (feet)  ADJUSTED  
 GB0604  ___________________________________________________________________
 GB0604  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0604  DYNAMIC HT  -         380.790 (meters)    1249.31  (feet)  COMP
 GB0604  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 GB0604
 GB0604  VERT ORDER  -  SECOND    CLASS 0
 GB0604
 GB0604.The horizontal coordinates were scaled from a topographic map and have
 GB0604.an estimated accuracy of +/- 6 seconds.
 GB0604
 GB0604.The orthometric height was determined by differential leveling
 GB0604.and adjusted by the National Geodetic Survey in June 1991..
 GB0604
 GB0604.The geoid height was determined by GEOID03.
 GB0604
 GB0604.The dynamic height is computed by dividing the NAVD 88
 GB0604.geopotential number by the normal gravity value computed on the
 GB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0604.degrees latitude (g = 980.6199 gals.).
 GB0604
 GB0604.The modeled gravity was interpolated from observed gravity values.
 GB0604
 GB0604;                    North         East    Units  Estimated Accuracy
 GB0604;SPC TN       -   242,070.      772,980.      MT  (+/- 180 meters Scaled)
 GB0604
 GB0604                          SUPERSEDED SURVEY CONTROL
 GB0604
 GB0604  NGVD 29 (??/??/92)  381.250  (m)         1250.82   (f) ADJ UNCH    2 0
 GB0604
 GB0604.Superseded values are not recommended for survey control.
 GB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0604.See file dsdata.txt to determine how the superseded data were derived.
 GB0604
 GB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF625433(NAD 83)
 GB0604_MARKER: DB = BENCH MARK DISK
 GB0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0604_STAMPING: F 51 1934
 GB0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0604+STABILITY: SURFACE MOTION
 GB0604
 GB0604  HISTORY     - Date     Condition        Report By
 GB0604  HISTORY     - 1934     MONUMENTED       CGS
 GB0604  HISTORY     - 1952     MARK NOT FOUND   TVA
 GB0604
 GB0604                          STATION DESCRIPTION
 GB0604
 GB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0604'AT HABERSHAM.
 GB0604'AT HABERSHAM, CAMPBELL COUNTY, OPPOSITE THE LOUISVILLE AND
 GB0604'NASHVILLE RAILROAD STATION, AT THE STEPS OF A HOUSE.  A STANDARD
 GB0604'DISK, STAMPED F 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0604'NOTE-- OLD RAILROAD STATION GONE.
 GB0604
 GB0604                          STATION RECOVERY (1952)
 GB0604
 GB0604'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0367 ***********************************************************************
 GA0367  DESIGNATION -  F 52
 GA0367  PID         -  GA0367
 GA0367  STATE/COUNTY-  TN/UNICOI
 GA0367  USGS QUAD   -  CHESTOA (1978)
 GA0367
 GA0367                         *CURRENT SURVEY CONTROL
 GA0367  ___________________________________________________________________
 GA0367* NAD 83(1986)-  36 05 14.     (N)    082 29 13.     (W)     SCALED    
 GA0367* NAVD 88     -       542.536  (meters)    1779.97   (feet)  ADJUSTED  
 GA0367  ___________________________________________________________________
 GA0367  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA0367  DYNAMIC HT  -         541.996 (meters)    1778.20  (feet)  COMP
 GA0367  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 GA0367
 GA0367  VERT ORDER  -  SECOND    CLASS 0
 GA0367
 GA0367.The horizontal coordinates were scaled from a topographic map and have
 GA0367.an estimated accuracy of +/- 6 seconds.
 GA0367
 GA0367.The orthometric height was determined by differential leveling
 GA0367.and adjusted by the National Geodetic Survey in June 1991..
 GA0367
 GA0367.The geoid height was determined by GEOID03.
 GA0367
 GA0367.The dynamic height is computed by dividing the NAVD 88
 GA0367.geopotential number by the normal gravity value computed on the
 GA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0367.degrees latitude (g = 980.6199 gals.).
 GA0367
 GA0367.The modeled gravity was interpolated from observed gravity values.
 GA0367
 GA0367;                    North         East    Units  Estimated Accuracy
 GA0367;SPC TN       -   200,270.      916,320.      MT  (+/- 180 meters Scaled)
 GA0367
 GA0367                          SUPERSEDED SURVEY CONTROL
 GA0367
 GA0367  NGVD 29 (??/??/92)  542.653  (m)         1780.35   (f) ADJ UNCH    2 0
 GA0367
 GA0367.Superseded values are not recommended for survey control.
 GA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0367.See file dsdata.txt to determine how the superseded data were derived.
 GA0367
 GA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV661946(NAD 83)
 GA0367_MARKER: DB = BENCH MARK DISK
 GA0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0367_STAMPING: F 52 1934
 GA0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0367+STABILITY: SURFACE MOTION
 GA0367
 GA0367  HISTORY     - Date     Condition        Report By
 GA0367  HISTORY     - 1934     MONUMENTED       CGS
 GA0367
 GA0367                          STATION DESCRIPTION
 GA0367
 GA0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0367'6.9 MI S FROM EWRIN.
 GA0367'6.9 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM ERWIN, UNICOI COUNTY,
 GA0367'300 FEET WEST OF THE HOME OF H.B. LEWIS, 21 FEET SOUTH OF THE
 GA0367'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A FENCE.  A
 GA0367'STANDARD DISK, STAMPED F 52 1934 AND SET IN THE TOP OF A CONCRETE
 GA0367'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1801 ***********************************************************************
 FB1801  DESIGNATION -  F 53
 FB1801  PID         -  FB1801
 FB1801  STATE/COUNTY-  TN/SEVIER
 FB1801  USGS QUAD   -  GATLINBURG (1979)
 FB1801
 FB1801                         *CURRENT SURVEY CONTROL
 FB1801  ___________________________________________________________________
 FB1801* NAD 83(1986)-  35 40 37.     (N)    083 31 36.     (W)     SCALED    
 FB1801* NAVD 88     -       476.127  (meters)    1562.09   (feet)  ADJUSTED  
 FB1801  ___________________________________________________________________
 FB1801  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FB1801  DYNAMIC HT  -         475.650 (meters)    1560.53  (feet)  COMP
 FB1801  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 FB1801
 FB1801  VERT ORDER  -  SECOND    CLASS 0
 FB1801
 FB1801.The horizontal coordinates were scaled from a topographic map and have
 FB1801.an estimated accuracy of +/- 6 seconds.
 FB1801
 FB1801.The orthometric height was determined by differential leveling
 FB1801.and adjusted by the National Geodetic Survey in June 1991..
 FB1801
 FB1801.The geoid height was determined by GEOID03.
 FB1801
 FB1801.The dynamic height is computed by dividing the NAVD 88
 FB1801.geopotential number by the normal gravity value computed on the
 FB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1801.degrees latitude (g = 980.6199 gals.).
 FB1801
 FB1801.The modeled gravity was interpolated from observed gravity values.
 FB1801
 FB1801;                    North         East    Units  Estimated Accuracy
 FB1801;SPC TN       -   151,900.      823,880.      MT  (+/- 180 meters Scaled)
 FB1801
 FB1801                          SUPERSEDED SURVEY CONTROL
 FB1801
 FB1801  NGVD 29 (??/??/92)  476.217  (m)         1562.39   (f) ADJ UNCH    2 0
 FB1801
 FB1801.Superseded values are not recommended for survey control.
 FB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1801.See file dsdata.txt to determine how the superseded data were derived.
 FB1801
 FB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV713510(NAD 83)
 FB1801_MARKER: DB = BENCH MARK DISK
 FB1801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1801_SP_SET: CULVERT
 FB1801_STAMPING: F 53 1934
 FB1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1801
 FB1801  HISTORY     - Date     Condition        Report By
 FB1801  HISTORY     - 1934     MONUMENTED       CGS
 FB1801  HISTORY     - 1934     GOOD             NGS
 FB1801
 FB1801                          STATION DESCRIPTION
 FB1801
 FB1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1801'2.9 MI SE FROM GATLINBURG.
 FB1801'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1801'0.9 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 73, IN THE
 FB1801'TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT, AND 2.5 FEET
 FB1801'EAST OF THE WEST END.  A STANDARD DISK, STAMPED F 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0164 ***********************************************************************
 FC0164  DESIGNATION -  F 54
 FC0164  PID         -  FC0164
 FC0164  STATE/COUNTY-  TN/MONROE
 FC0164  USGS QUAD   -  VONORE (1986)
 FC0164
 FC0164                         *CURRENT SURVEY CONTROL
 FC0164  ___________________________________________________________________
 FC0164* NAD 83(1986)-  35 35 25.     (N)    084 14 31.     (W)     SCALED    
 FC0164* NAVD 88     -       259.528  (meters)     851.47   (feet)  ADJUSTED  
 FC0164  ___________________________________________________________________
 FC0164  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0164  DYNAMIC HT  -         259.281 (meters)     850.66  (feet)  COMP
 FC0164  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC0164
 FC0164  VERT ORDER  -  SECOND    CLASS 0
 FC0164
 FC0164.The horizontal coordinates were scaled from a topographic map and have
 FC0164.an estimated accuracy of +/- 6 seconds.
 FC0164
 FC0164.The orthometric height was determined by differential leveling
 FC0164.and adjusted by the National Geodetic Survey in June 1991..
 FC0164
 FC0164.The geoid height was determined by GEOID03.
 FC0164
 FC0164.The dynamic height is computed by dividing the NAVD 88
 FC0164.geopotential number by the normal gravity value computed on the
 FC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0164.degrees latitude (g = 980.6199 gals.).
 FC0164
 FC0164.The modeled gravity was interpolated from observed gravity values.
 FC0164
 FC0164;                    North         East    Units  Estimated Accuracy
 FC0164;SPC TN       -   140,890.      759,310.      MT  (+/- 180 meters Scaled)
 FC0164
 FC0164                          SUPERSEDED SURVEY CONTROL
 FC0164
 FC0164  NGVD 29 (??/??/92)  259.635  (m)          851.82   (f) ADJ UNCH    2 0
 FC0164
 FC0164.Superseded values are not recommended for survey control.
 FC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0164.See file dsdata.txt to determine how the superseded data were derived.
 FC0164
 FC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE498420(NAD 83)
 FC0164_MARKER: DB = BENCH MARK DISK
 FC0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0164_SP_SET: BRIDGE
 FC0164_STAMPING: F 54 1934
 FC0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0164
 FC0164  HISTORY     - Date     Condition        Report By
 FC0164  HISTORY     - 1934     MONUMENTED       CGS
 FC0164
 FC0164                          STATION DESCRIPTION
 FC0164
 FC0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0164'AT VONORE.
 FC0164'AT VONORE, MONROE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FC0164'RAILROAD, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 72, IN THE
 FC0164'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT, AND 12 FEET
 FC0164'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 FC0164'DISK, STAMPED F 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0766 ***********************************************************************
 GA0766  DESIGNATION -  F 55
 GA0766  PID         -  GA0766
 GA0766  STATE/COUNTY-  TN/HAWKINS
 GA0766  USGS QUAD   -  BUREM (1976)
 GA0766
 GA0766                         *CURRENT SURVEY CONTROL
 GA0766  ___________________________________________________________________
 GA0766* NAD 83(1986)-  36 28 48.     (N)    082 58 58.     (W)     SCALED    
 GA0766* NAVD 88     -       386.627  (meters)    1268.46   (feet)  ADJUSTED  
 GA0766  ___________________________________________________________________
 GA0766  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0766  DYNAMIC HT  -         386.276 (meters)    1267.31  (feet)  COMP
 GA0766  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GA0766
 GA0766  VERT ORDER  -  SECOND    CLASS 0
 GA0766
 GA0766.The horizontal coordinates were scaled from a topographic map and have
 GA0766.an estimated accuracy of +/- 6 seconds.
 GA0766
 GA0766.The orthometric height was determined by differential leveling
 GA0766.and adjusted by the National Geodetic Survey in June 1991..
 GA0766
 GA0766.The geoid height was determined by GEOID03.
 GA0766
 GA0766.The dynamic height is computed by dividing the NAVD 88
 GA0766.geopotential number by the normal gravity value computed on the
 GA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0766.degrees latitude (g = 980.6199 gals.).
 GA0766
 GA0766.The modeled gravity was interpolated from observed gravity values.
 GA0766
 GA0766;                    North         East    Units  Estimated Accuracy
 GA0766;SPC TN       -   242,340.      870,350.      MT  (+/- 180 meters Scaled)
 GA0766
 GA0766                          SUPERSEDED SURVEY CONTROL
 GA0766
 GA0766  NGVD 29 (??/??/92)  386.772  (m)         1268.93   (f) ADJ UNCH    2 0
 GA0766
 GA0766.Superseded values are not recommended for survey control.
 GA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0766.See file dsdata.txt to determine how the superseded data were derived.
 GA0766
 GA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA223390(NAD 83)
 GA0766_MARKER: DB = BENCH MARK DISK
 GA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0766_STAMPING: F 55 1934
 GA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0766+STABILITY: SURFACE MOTION
 GA0766
 GA0766  HISTORY     - Date     Condition        Report By
 GA0766  HISTORY     - 1934     MONUMENTED       CGS
 GA0766  HISTORY     - 1950     GOOD             TVA
 GA0766
 GA0766                          STATION DESCRIPTION
 GA0766
 GA0766'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0766'6.4 MI N FROM ROGERSVILLE.
 GA0766'6.4 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0766'COUNTY, ACROSS THE HIGHWAY FROM THE HICKORY COVE CHURCH, 35 FEET
 GA0766'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF A
 GA0766'FENCE CORNER 99.4 FEET NORTHEAST OF NORTH CORNER OF OUTHOUSE
 GA0766'IN DRAIN, 92.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF SIDEWALK
 GA0766'AT TOP OF STEPS LEADING FROM HIGHWAY, 1.2 FEET NORTHWEST OF
 GA0766'FENCE LINE.  A STANDARD DISK, STAMPED F 55 1934 AND SET IN THE
 GA0766'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0739 ***********************************************************************
 GA0739  DESIGNATION -  F 56
 GA0739  PID         -  GA0739
 GA0739  STATE/COUNTY-  TN/GREENE
 GA0739  USGS QUAD   -  MOSHEIM (1971)
 GA0739
 GA0739                         *CURRENT SURVEY CONTROL
 GA0739  ___________________________________________________________________
 GA0739* NAD 83(1986)-  36 08 42.     (N)    082 52 37.     (W)     SCALED    
 GA0739* NAVD 88     -       432.744  (meters)    1419.76   (feet)  ADJUSTED  
 GA0739  ___________________________________________________________________
 GA0739  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0739  DYNAMIC HT  -         432.334 (meters)    1418.42  (feet)  COMP
 GA0739  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 GA0739
 GA0739  VERT ORDER  -  SECOND    CLASS 0
 GA0739
 GA0739.The horizontal coordinates were scaled from a topographic map and have
 GA0739.an estimated accuracy of +/- 6 seconds.
 GA0739
 GA0739.The orthometric height was determined by differential leveling
 GA0739.and adjusted by the National Geodetic Survey in June 1991..
 GA0739
 GA0739.The geoid height was determined by GEOID03.
 GA0739
 GA0739.The dynamic height is computed by dividing the NAVD 88
 GA0739.geopotential number by the normal gravity value computed on the
 GA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0739.degrees latitude (g = 980.6199 gals.).
 GA0739
 GA0739.The modeled gravity was interpolated from observed gravity values.
 GA0739
 GA0739;                    North         East    Units  Estimated Accuracy
 GA0739;SPC TN       -   205,490.      881,010.      MT  (+/- 180 meters Scaled)
 GA0739
 GA0739                          SUPERSEDED SURVEY CONTROL
 GA0739
 GA0739  NGVD 29 (??/??/92)  432.875  (m)         1420.19   (f) ADJ UNCH    2 0
 GA0739
 GA0739.Superseded values are not recommended for survey control.
 GA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0739.See file dsdata.txt to determine how the superseded data were derived.
 GA0739
 GA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA311016(NAD 83)
 GA0739_MARKER: DB = BENCH MARK DISK
 GA0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0739_STAMPING: F 56 1934
 GA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0739+STABILITY: SURFACE MOTION
 GA0739
 GA0739  HISTORY     - Date     Condition        Report By
 GA0739  HISTORY     - 1934     MONUMENTED       CGS
 GA0739  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA0739  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0739
 GA0739                          STATION DESCRIPTION
 GA0739
 GA0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0739'2.9 MI SW FROM GREENEVILLE.
 GA0739'2.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0739'AT GREENEVILLE, GREENE COUNTY, AT MILEAGE 59.6, 50 FEET EAST
 GA0739'OF A WHISTLE POST, 18 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GA0739'TRACK, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED F
 GA0739'56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0739
 GA0739                          STATION RECOVERY (1981)
 GA0739
 GA0739'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0569 ***********************************************************************
 GA0569  DESIGNATION -  F 57
 GA0569  PID         -  GA0569
 GA0569  STATE/COUNTY-  TN/WASHINGTON
 GA0569  USGS QUAD   -  JOHNSON CITY (1968)
 GA0569
 GA0569                         *CURRENT SURVEY CONTROL
 GA0569  ___________________________________________________________________
 GA0569* NAD 83(1986)-  36 18 21.     (N)    082 22 03.     (W)     SCALED    
 GA0569* NAVD 88     -       509.623  (meters)    1671.99   (feet)  ADJUSTED  
 GA0569  ___________________________________________________________________
 GA0569  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0569  DYNAMIC HT  -         509.139 (meters)    1670.40  (feet)  COMP
 GA0569  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0569
 GA0569  VERT ORDER  -  SECOND    CLASS 0
 GA0569
 GA0569.The horizontal coordinates were scaled from a topographic map and have
 GA0569.an estimated accuracy of +/- 6 seconds.
 GA0569
 GA0569.The orthometric height was determined by differential leveling
 GA0569.and adjusted by the National Geodetic Survey in June 1991..
 GA0569
 GA0569.The geoid height was determined by GEOID03.
 GA0569
 GA0569.The dynamic height is computed by dividing the NAVD 88
 GA0569.geopotential number by the normal gravity value computed on the
 GA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0569.degrees latitude (g = 980.6199 gals.).
 GA0569
 GA0569.The modeled gravity was interpolated from observed gravity values.
 GA0569
 GA0569;                    North         East    Units  Estimated Accuracy
 GA0569;SPC TN       -   224,900.      926,170.      MT  (+/- 180 meters Scaled)
 GA0569
 GA0569                          SUPERSEDED SURVEY CONTROL
 GA0569
 GA0569  NGVD 29 (??/??/92)  509.764  (m)         1672.45   (f) ADJ UNCH    2 0
 GA0569
 GA0569.Superseded values are not recommended for survey control.
 GA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0569.See file dsdata.txt to determine how the superseded data were derived.
 GA0569
 GA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA772187(NAD 83)
 GA0569_MARKER: DB = BENCH MARK DISK
 GA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0569_STAMPING: F 57 1934
 GA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0569+STABILITY: SURFACE MOTION
 GA0569
 GA0569  HISTORY     - Date     Condition        Report By
 GA0569  HISTORY     - 1934     MONUMENTED       CGS
 GA0569  HISTORY     - 1943     GOOD             NGS
 GA0569  HISTORY     - 20010331 GOOD             NGS
 GA0569
 GA0569                          STATION DESCRIPTION
 GA0569
 GA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0569'AT JOHNSON CITY.
 GA0569'AT JOHNSON CITY, WASHINGTON COUNTY, AT THE STATE TEACHERS COLLEGE,
 GA0569'27 FEET SOUTH OF THE CENTERLINE OF WEST WALNUT STREET, 24 FEET
 GA0569'WEST OF THE CENTERLINE OF LAKE STREET, AND 1 FOOT NORTH OF AN
 GA0569'IRON FENCE.  A STANDARD DISK, STAMPED F 57 1934 AND SET IN THE
 GA0569'TOP OF A CONCRETE POST.
 GA0569
 GA0569                          STATION RECOVERY (1943)
 GA0569
 GA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GA0569'RECOVERED IN GOOD CONDITION.
 GA0569
 GA0569                          STATION RECOVERY (2001)
 GA0569
 GA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0579 ***********************************************************************
 GA0579  DESIGNATION -  F 58
 GA0579  PID         -  GA0579
 GA0579  STATE/COUNTY-  TN/CARTER
 GA0579  USGS QUAD   -  ELIZABETHTON (1968)
 GA0579
 GA0579                         *CURRENT SURVEY CONTROL
 GA0579  ___________________________________________________________________
 GA0579* NAD 83(1986)-  36 20 39.     (N)    082 14 56.     (W)     SCALED    
 GA0579* NAVD 88     -       456.156  (meters)    1496.57   (feet)  ADJUSTED  
 GA0579  ___________________________________________________________________
 GA0579  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0579  DYNAMIC HT  -         455.722 (meters)    1495.15  (feet)  COMP
 GA0579  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 GA0579
 GA0579  VERT ORDER  -  SECOND    CLASS 0
 GA0579
 GA0579.The horizontal coordinates were scaled from a topographic map and have
 GA0579.an estimated accuracy of +/- 6 seconds.
 GA0579
 GA0579.The orthometric height was determined by differential leveling
 GA0579.and adjusted by the National Geodetic Survey in June 1991..
 GA0579
 GA0579.The geoid height was determined by GEOID03.
 GA0579
 GA0579.The dynamic height is computed by dividing the NAVD 88
 GA0579.geopotential number by the normal gravity value computed on the
 GA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0579.degrees latitude (g = 980.6199 gals.).
 GA0579
 GA0579.The modeled gravity was interpolated from observed gravity values.
 GA0579
 GA0579;                    North         East    Units  Estimated Accuracy
 GA0579;SPC TN       -   229,560.      936,650.      MT  (+/- 180 meters Scaled)
 GA0579
 GA0579                          SUPERSEDED SURVEY CONTROL
 GA0579
 GA0579  NGVD 29 (??/??/92)  456.302  (m)         1497.05   (f) ADJ UNCH    2 0
 GA0579
 GA0579.Superseded values are not recommended for survey control.
 GA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0579.See file dsdata.txt to determine how the superseded data were derived.
 GA0579
 GA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA879228(NAD 83)
 GA0579_MARKER: DB = BENCH MARK DISK
 GA0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0579_STAMPING: F 58 1934
 GA0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0579+STABILITY: SURFACE MOTION
 GA0579
 GA0579  HISTORY     - Date     Condition        Report By
 GA0579  HISTORY     - 1934     MONUMENTED       CGS
 GA0579  HISTORY     - 1959     GOOD             TVA
 GA0579
 GA0579                          STATION DESCRIPTION
 GA0579
 GA0579'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0579'2.2 MI W FROM ELIZABETHTON.
 GA0579'2.2 MILES WEST ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0579'RAILROAD FROM ELIZABETHTON, CARTER COUNTY, 260 FEET NORTHEAST OF
 GA0579'CROSSROADS, 28 FEET SOUTH OF U.S. HIGHWAY 91, 16 FEET NORTH OF
 GA0579'THE CENTERLINE OF THE MAIN TRACK, AND 4 FEET WEST OF A POLE.  A
 GA0579'STANDARD DISK, STAMPED F 58 1934 AND SET IN THE TOP OF A CONCRETE
 GA0579'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0551 ***********************************************************************
 GA0551  DESIGNATION -  F 59
 GA0551  PID         -  GA0551
 GA0551  STATE/COUNTY-  TN/WASHINGTON
 GA0551  USGS QUAD   -  LEESBURG (1971)
 GA0551
 GA0551                         *CURRENT SURVEY CONTROL
 GA0551  ___________________________________________________________________
 GA0551* NAD 83(1986)-  36 16 21.     (N)    082 30 17.     (W)     SCALED    
 GA0551* NAVD 88     -       511.880  (meters)    1679.39   (feet)  ADJUSTED  
 GA0551  ___________________________________________________________________
 GA0551  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0551  DYNAMIC HT  -         511.391 (meters)    1677.79  (feet)  COMP
 GA0551  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 GA0551
 GA0551  VERT ORDER  -  SECOND    CLASS 0
 GA0551
 GA0551.The horizontal coordinates were scaled from a topographic map and have
 GA0551.an estimated accuracy of +/- 6 seconds.
 GA0551
 GA0551.The orthometric height was determined by differential leveling
 GA0551.and adjusted by the National Geodetic Survey in June 1991..
 GA0551
 GA0551.The geoid height was determined by GEOID03.
 GA0551
 GA0551.The dynamic height is computed by dividing the NAVD 88
 GA0551.geopotential number by the normal gravity value computed on the
 GA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0551.degrees latitude (g = 980.6199 gals.).
 GA0551
 GA0551.The modeled gravity was interpolated from observed gravity values.
 GA0551
 GA0551;                    North         East    Units  Estimated Accuracy
 GA0551;SPC TN       -   220,760.      913,990.      MT  (+/- 180 meters Scaled)
 GA0551
 GA0551                          SUPERSEDED SURVEY CONTROL
 GA0551
 GA0551  NGVD 29 (??/??/92)  512.015  (m)         1679.84   (f) ADJ UNCH    2 0
 GA0551
 GA0551.Superseded values are not recommended for survey control.
 GA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0551.See file dsdata.txt to determine how the superseded data were derived.
 GA0551
 GA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA648152(NAD 83)
 GA0551_MARKER: DB = BENCH MARK DISK
 GA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0551_STAMPING: F 59 1934
 GA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0551+STABILITY: SURFACE MOTION
 GA0551
 GA0551  HISTORY     - Date     Condition        Report By
 GA0551  HISTORY     - 1934     MONUMENTED       CGS
 GA0551  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 GA0551
 GA0551                          STATION DESCRIPTION
 GA0551
 GA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0551'2.1 MI SW FROM JONESBORO.
 GA0551'2.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0551'AT JONESBORO, WAHSINGTON COUNTY, AT MILEAGE 35.2, 18 FEET EAST
 GA0551'OF THE CENTER OF A CROSSING, 23 FEET NORTH OF THE CENTERLINE OF
 GA0551'THE MAIN TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 GA0551'F 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0551
 GA0551                          STATION RECOVERY (1979)
 GA0551
 GA0551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0800 ***********************************************************************
 GD0800  DESIGNATION -  F 59
 GD0800  PID         -  GD0800
 GD0800  STATE/COUNTY-  TN/OBION
 GD0800  USGS QUAD   -  RIVES (1980)
 GD0800
 GD0800                         *CURRENT SURVEY CONTROL
 GD0800  ___________________________________________________________________
 GD0800* NAD 83(1986)-  36 19 44.     (N)    089 02 34.     (W)     SCALED    
 GD0800* NAVD 88     -        89.879  (meters)     294.88   (feet)  ADJUSTED  
 GD0800  ___________________________________________________________________
 GD0800  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0800  DYNAMIC HT  -          89.806 (meters)     294.64  (feet)  COMP
 GD0800  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GD0800
 GD0800  VERT ORDER  -  SECOND    CLASS 0
 GD0800
 GD0800.The horizontal coordinates were scaled from a topographic map and have
 GD0800.an estimated accuracy of +/- 6 seconds.
 GD0800
 GD0800.The orthometric height was determined by differential leveling
 GD0800.and adjusted by the National Geodetic Survey in June 1991..
 GD0800
 GD0800.The geoid height was determined by GEOID03.
 GD0800
 GD0800.The dynamic height is computed by dividing the NAVD 88
 GD0800.geopotential number by the normal gravity value computed on the
 GD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0800.degrees latitude (g = 980.6199 gals.).
 GD0800
 GD0800.The modeled gravity was interpolated from observed gravity values.
 GD0800
 GD0800;                    North         East    Units  Estimated Accuracy
 GD0800;SPC TN       -   225,660.      326,840.      MT  (+/- 180 meters Scaled)
 GD0800
 GD0800                          SUPERSEDED SURVEY CONTROL
 GD0800
 GD0800  NGVD 29 (??/??/??)   89.887  (m)          294.90   (f) ADJUSTED    2 0
 GD0800
 GD0800.Superseded values are not recommended for survey control.
 GD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0800.See file dsdata.txt to determine how the superseded data were derived.
 GD0800
 GD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF166223(NAD 83)
 GD0800_MARKER: DB = BENCH MARK DISK
 GD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0800_STAMPING: F 59 1935
 GD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0800+STABILITY: SURFACE MOTION
 GD0800
 GD0800  HISTORY     - Date     Condition        Report By
 GD0800  HISTORY     - 1935     MONUMENTED       CGS
 GD0800  HISTORY     - 1967     GOOD             CGS
 GD0800
 GD0800                          STATION DESCRIPTION
 GD0800
 GD0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0800'2.1 MI S FROM RIVES.
 GD0800'THE MARK IS ABOUT 2.1 MILES SOUTH ALONG THE MOBILE AND OHIO
 GD0800'RAILROAD TRACKS FROM THE STATION IN RIVES, ABOUT 6 YARDS NORTH
 GD0800'OF MILEPOST 440, 7.8 FEET WEST OF THE WEST RAIL, 7.5 FEET NORTH
 GD0800'OF A RAIL HANGER, AND IN A DEEP FILL.  IT IS A STANDARD BENCH
 GD0800'MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT
 GD0800'ABOUT 24 INCHES BELOW THE TRACK BED AND THE DISK IS STAMPED
 GD0800'F 59 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0009 ***********************************************************************
 FD0009  DESIGNATION -  F 6
 FD0009  PID         -  FD0009
 FD0009  STATE/COUNTY-  TN/BEDFORD
 FD0009  USGS QUAD   -  DEASON (1981)
 FD0009
 FD0009                         *CURRENT SURVEY CONTROL
 FD0009  ___________________________________________________________________
 FD0009* NAD 83(1986)-  35 37 01.     (N)    086 22 37.     (W)     SCALED    
 FD0009* NAVD 88     -       275.714  (meters)     904.57   (feet)  ADJUSTED  
 FD0009  ___________________________________________________________________
 FD0009  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD0009  DYNAMIC HT  -         275.465 (meters)     903.75  (feet)  COMP
 FD0009  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FD0009
 FD0009  VERT ORDER  -  FIRST     CLASS II
 FD0009
 FD0009.The horizontal coordinates were scaled from a topographic map and have
 FD0009.an estimated accuracy of +/- 6 seconds.
 FD0009
 FD0009.The orthometric height was determined by differential leveling
 FD0009.and adjusted by the National Geodetic Survey in June 1991..
 FD0009
 FD0009.The geoid height was determined by GEOID03.
 FD0009
 FD0009.The dynamic height is computed by dividing the NAVD 88
 FD0009.geopotential number by the normal gravity value computed on the
 FD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0009.degrees latitude (g = 980.6199 gals.).
 FD0009
 FD0009.The modeled gravity was interpolated from observed gravity values.
 FD0009
 FD0009;                    North         East    Units  Estimated Accuracy
 FD0009;SPC TN       -   142,480.      565,850.      MT  (+/- 180 meters Scaled)
 FD0009
 FD0009                          SUPERSEDED SURVEY CONTROL
 FD0009
 FD0009  NGVD 29 (??/??/92)  275.709  (m)          904.56   (f) ADJ UNCH    1 2
 FD0009
 FD0009.Superseded values are not recommended for survey control.
 FD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0009.See file dsdata.txt to determine how the superseded data were derived.
 FD0009
 FD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE564416(NAD 83)
 FD0009_MARKER: DB = BENCH MARK DISK
 FD0009_SETTING: 66 = SET IN ROCK OUTCROP
 FD0009_SP_SET: ROCK LEDGE
 FD0009_STAMPING: 904.926 F 6 1930
 FD0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0009+STABILITY: POSITION/ELEVATION WELL
 FD0009
 FD0009  HISTORY     - Date     Condition        Report By
 FD0009  HISTORY     - 1930     MONUMENTED       CGS
 FD0009
 FD0009                          STATION DESCRIPTION
 FD0009
 FD0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 FD0009'2.3 MI NW FROM BELLBUCKLE.
 FD0009'2.3 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0009'LOUIS RAILWAY FROM BELLBUCKLE, BEDFORD COUNTY, AT A ROAD CROSSING,
 FD0009'29 FEET SOUTHEAST OF THE CROSSING OF THE NORTHEAST RAIL AND
 FD0009'THE LINE OF THE EAST ROAD FENCE, 10 FEET NORTHEAST OF THE NORTHEAST
 FD0009'RAIL, IN A ROCK LEDGE, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 FD0009'A STANDARD DISK, STAMPED 904.926 F 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0741 ***********************************************************************
 GD0741  DESIGNATION -  F 60
 GD0741  PID         -  GD0741
 GD0741  STATE/COUNTY-  TN/LAKE
 GD0741  USGS QUAD   -  RIDGELY (1981)
 GD0741
 GD0741                         *CURRENT SURVEY CONTROL
 GD0741  ___________________________________________________________________
 GD0741* NAD 83(1986)-  36 19 41.     (N)    089 28 32.     (W)     SCALED    
 GD0741* NAVD 88     -        87.217  (meters)     286.14   (feet)  ADJUSTED  
 GD0741  ___________________________________________________________________
 GD0741  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0741  DYNAMIC HT  -          87.146 (meters)     285.91  (feet)  COMP
 GD0741  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GD0741
 GD0741  VERT ORDER  -  SECOND    CLASS 0
 GD0741
 GD0741.The horizontal coordinates were scaled from a topographic map and have
 GD0741.an estimated accuracy of +/- 6 seconds.
 GD0741
 GD0741.The orthometric height was determined by differential leveling
 GD0741.and adjusted by the National Geodetic Survey in June 1991..
 GD0741
 GD0741.The geoid height was determined by GEOID03.
 GD0741
 GD0741.The dynamic height is computed by dividing the NAVD 88
 GD0741.geopotential number by the normal gravity value computed on the
 GD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0741.degrees latitude (g = 980.6199 gals.).
 GD0741
 GD0741.The modeled gravity was interpolated from observed gravity values.
 GD0741
 GD0741;                    North         East    Units  Estimated Accuracy
 GD0741;SPC TN       -   226,860.      288,000.      MT  (+/- 180 meters Scaled)
 GD0741
 GD0741                          SUPERSEDED SURVEY CONTROL
 GD0741
 GD0741  NGVD 29 (??/??/??)   87.262  (m)          286.29   (f) ADJUSTED    2 0
 GD0741
 GD0741.Superseded values are not recommended for survey control.
 GD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0741.See file dsdata.txt to determine how the superseded data were derived.
 GD0741
 GD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777231(NAD 83)
 GD0741_MARKER: DB = BENCH MARK DISK
 GD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0741_STAMPING: F 60 1935
 GD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0741+STABILITY: SURFACE MOTION
 GD0741
 GD0741  HISTORY     - Date     Condition        Report By
 GD0741  HISTORY     - 1935     MONUMENTED       CGS
 GD0741  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD0741
 GD0741                          STATION DESCRIPTION
 GD0741
 GD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0741'AT WYNNBURG.
 GD0741'AT WYNNBURG, LAKE COUNTY, 29 YARDS SOUTH OF THE ILLINOIS CENTRAL
 GD0741'RAILROAD STATION, 10 YARDS SOUTH OF THE CENTER OF A ROAD CROSSING,
 GD0741'AND 6 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GD0741'DISK, STAMPED F 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0741
 GD0741                          STATION RECOVERY (2002)
 GD0741
 GD0741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0941 ***********************************************************************
 FE0941  DESIGNATION -  F 61
 FE0941  PID         -  FE0941
 FE0941  STATE/COUNTY-  TN/LAUDERDALE
 FE0941  USGS QUAD   -  GATES (1983)
 FE0941
 FE0941                         *CURRENT SURVEY CONTROL
 FE0941  ___________________________________________________________________
 FE0941* NAD 83(1986)-  35 48 47.     (N)    089 26 44.     (W)     SCALED    
 FE0941* NAVD 88     -       111.820  (meters)     366.86   (feet)  ADJUSTED  
 FE0941  ___________________________________________________________________
 FE0941  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0941  DYNAMIC HT  -         111.724 (meters)     366.55  (feet)  COMP
 FE0941  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 FE0941
 FE0941  VERT ORDER  -  FIRST     CLASS I
 FE0941
 FE0941.The horizontal coordinates were scaled from a topographic map and have
 FE0941.an estimated accuracy of +/- 6 seconds.
 FE0941
 FE0941.The orthometric height was determined by differential leveling
 FE0941.and adjusted by the National Geodetic Survey in June 1991..
 FE0941
 FE0941.The geoid height was determined by GEOID03.
 FE0941
 FE0941.The dynamic height is computed by dividing the NAVD 88
 FE0941.geopotential number by the normal gravity value computed on the
 FE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0941.degrees latitude (g = 980.6199 gals.).
 FE0941
 FE0941.The modeled gravity was interpolated from observed gravity values.
 FE0941
 FE0941;                    North         East    Units  Estimated Accuracy
 FE0941;SPC TN       -   169,650.      288,690.      MT  (+/- 180 meters Scaled)
 FE0941
 FE0941                          SUPERSEDED SURVEY CONTROL
 FE0941
 FE0941  NGVD 29 (??/??/??)  111.768  (m)          366.69   (f) ADJUSTED    1 1
 FE0941
 FE0941.Superseded values are not recommended for survey control.
 FE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0941.See file dsdata.txt to determine how the superseded data were derived.
 FE0941
 FE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE790659(NAD 83)
 FE0941_MARKER: DB = BENCH MARK DISK
 FE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0941_STAMPING: F 61 1935
 FE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0941+STABILITY: SURFACE MOTION
 FE0941
 FE0941  HISTORY     - Date     Condition        Report By
 FE0941  HISTORY     - 1935     MONUMENTED       CGS
 FE0941  HISTORY     - 1974     GOOD             NGS
 FE0941  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0941
 FE0941                          STATION DESCRIPTION
 FE0941
 FE0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0941'2.8 MI SW FROM GATES.
 FE0941'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE0941'JUNCTION OF STATE HIGHWAY 88 AT GATES, 235 FEET SOUTHEAST OF THE
 FE0941'CENTER LINE OF U.S. HIGHWAY 51, 142 FEET EAST OF THE NORTHEAST
 FE0941'CORNER OF A WHITE FRAME HOUSE LOCATED ON A HILL BETWEEN ILLINOIS
 FE0941'CENTRAL RAILROAD AND HIGHWAY, 26.7 FEET NORTHWEST OF THE
 FE0941'NORTHWEST RAIL, 80 FEET NORTH OF THE CENTER OF A FARM ROAD
 FE0941'CROSSING, 5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT BELOW LEVEL
 FE0941'OF THE RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE0941'GROUND.  NOTE-- MARK IS IN SMALL PLOWED FIELD.  MARK SCRAPED BY
 FE0941'PLOWING BUT IS SOLID.
 FE0941
 FE0941                          STATION RECOVERY (2002)
 FE0941
 FE0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1061 ***********************************************************************
 FE1061  DESIGNATION -  F 64
 FE1061  PID         -  FE1061
 FE1061  STATE/COUNTY-  TN/HARDEMAN
 FE1061  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1061
 FE1061                         *CURRENT SURVEY CONTROL
 FE1061  ___________________________________________________________________
 FE1061* NAD 83(1986)-  35 06 32.     (N)    089 08 43.     (W)     SCALED    
 FE1061* NAVD 88     -       180.600  (meters)     592.52   (feet)  ADJUSTED  
 FE1061  ___________________________________________________________________
 FE1061  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1061  DYNAMIC HT  -         180.429 (meters)     591.96  (feet)  COMP
 FE1061  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 FE1061
 FE1061  VERT ORDER  -  SECOND    CLASS 0
 FE1061
 FE1061.The horizontal coordinates were scaled from a topographic map and have
 FE1061.an estimated accuracy of +/- 6 seconds.
 FE1061
 FE1061.The orthometric height was determined by differential leveling
 FE1061.and adjusted by the National Geodetic Survey in June 1991..
 FE1061
 FE1061.The geoid height was determined by GEOID03.
 FE1061
 FE1061.The dynamic height is computed by dividing the NAVD 88
 FE1061.geopotential number by the normal gravity value computed on the
 FE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1061.degrees latitude (g = 980.6199 gals.).
 FE1061
 FE1061.The modeled gravity was interpolated from observed gravity values.
 FE1061
 FE1061;                    North         East    Units  Estimated Accuracy
 FE1061;SPC TN       -    90,660.      313,300.      MT  (+/- 180 meters Scaled)
 FE1061
 FE1061                          SUPERSEDED SURVEY CONTROL
 FE1061
 FE1061  NGVD 29 (??/??/??)  180.561  (m)          592.39   (f) ADJUSTED    2 0
 FE1061
 FE1061.Superseded values are not recommended for survey control.
 FE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1061.See file dsdata.txt to determine how the superseded data were derived.
 FE1061
 FE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD044872(NAD 83)
 FE1061_MARKER: DB = BENCH MARK DISK
 FE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1061_STAMPING: F 64 1935
 FE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1061+STABILITY: SURFACE MOTION
 FE1061
 FE1061  HISTORY     - Date     Condition        Report By
 FE1061  HISTORY     - 1935     MONUMENTED       CGS
 FE1061  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1061
 FE1061                          STATION DESCRIPTION
 FE1061
 FE1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1061'4.3 MI N FROM GRAND JUNCTION.
 FE1061'4.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 FE1061'AT GRAND JUNCTION, HARDEMAN COUNTY, AT A ROAD CROSSING, 35 FEET NORTH
 FE1061'OF THE ROAD, 40 FEET WEST OF THE TRACK, AND AT A FENCE CORNER.  A
 FE1061'STANDARD DISK, STAMPED F 64 1935 AND SET IN THE TOP OF A CONCRETE
 FE1061'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0779 ***********************************************************************
 FE0779  DESIGNATION -  F 65
 FE0779  PID         -  FE0779
 FE0779  STATE/COUNTY-  TN/MADISON
 FE0779  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0779
 FE0779                         *CURRENT SURVEY CONTROL
 FE0779  ___________________________________________________________________
 FE0779* NAD 83(1986)-  35 34 21.     (N)    088 49 14.     (W)     SCALED    
 FE0779* NAVD 88     -       117.469  (meters)     385.40   (feet)  ADJUSTED  
 FE0779  ___________________________________________________________________
 FE0779  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0779  DYNAMIC HT  -         117.363 (meters)     385.05  (feet)  COMP
 FE0779  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FE0779
 FE0779  VERT ORDER  -  SECOND    CLASS 0
 FE0779
 FE0779.The horizontal coordinates were scaled from a topographic map and have
 FE0779.an estimated accuracy of +/- 6 seconds.
 FE0779
 FE0779.The orthometric height was determined by differential leveling
 FE0779.and adjusted by the National Geodetic Survey in June 1991..
 FE0779
 FE0779.The geoid height was determined by GEOID03.
 FE0779
 FE0779.The dynamic height is computed by dividing the NAVD 88
 FE0779.geopotential number by the normal gravity value computed on the
 FE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0779.degrees latitude (g = 980.6199 gals.).
 FE0779
 FE0779.The modeled gravity was interpolated from observed gravity values.
 FE0779
 FE0779;                    North         East    Units  Estimated Accuracy
 FE0779;SPC TN       -   141,170.      344,370.      MT  (+/- 180 meters Scaled)
 FE0779
 FE0779                          SUPERSEDED SURVEY CONTROL
 FE0779
 FE0779  NGVD 29 (??/??/??)  117.501  (m)          385.50   (f) ADJUSTED    2 0
 FE0779
 FE0779.Superseded values are not recommended for survey control.
 FE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0779.See file dsdata.txt to determine how the superseded data were derived.
 FE0779
 FE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE350380(NAD 83)
 FE0779_MARKER: DB = BENCH MARK DISK
 FE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0779_SP_SET: SQUARE CONCRETE MONUMENT
 FE0779_STAMPING: F 65 1935
 FE0779_MARK LOGO: CGS   
 FE0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0779+STABILITY: SURFACE MOTION
 FE0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0779+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 FE0779
 FE0779  HISTORY     - Date     Condition        Report By
 FE0779  HISTORY     - 1935     MONUMENTED       CGS
 FE0779  HISTORY     - 1985     MARK NOT FOUND   NGS
 FE0779  HISTORY     - 1987     GOOD             LOCSUR
 FE0779  HISTORY     - 19870622 GOOD             LOCENG
 FE0779  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0779  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0779  HISTORY     - 20050303 GOOD             TVA
 FE0779
 FE0779                          STATION DESCRIPTION
 FE0779
 FE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0779'AT BEMIS.
 FE0779'AT BEMIS, MADISON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 42
 FE0779'FEET EAST OF THE STATION, 0.5 MILE SOUTH OF A ROAD CROSSING, 30
 FE0779'FEET EAST OF THE TRACK, AND 10 FEET SOUTH OF A SIDEWALK.  A
 FE0779'STANDARD DISK, STAMPED F 65 1935 AND SET IN THE TOP OF A CONCRETE
 FE0779'POST.
 FE0779
 FE0779                          STATION RECOVERY (1985)
 FE0779
 FE0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0779'MARK NOT FOUND.
 FE0779
 FE0779                          STATION RECOVERY (1987)
 FE0779
 FE0779'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE0779'RECOVERED IN GOOD CONDITION.
 FE0779
 FE0779                          STATION RECOVERY (1987)
 FE0779
 FE0779'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0779'RECOVERED IN GOOD CONDITION.
 FE0779
 FE0779                          STATION RECOVERY (2002)
 FE0779
 FE0779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0779'ALL REFERENCES GONE.
 FE0779
 FE0779                          STATION RECOVERY (2002)
 FE0779
 FE0779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0779'ALL REFERENCES GONE.
 FE0779
 FE0779                          STATION RECOVERY (2005)
 FE0779
 FE0779'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 FE0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0694 ***********************************************************************
 FE0694  DESIGNATION -  F 66
 FE0694  PID         -  FE0694
 FE0694  STATE/COUNTY-  TN/GIBSON
 FE0694  USGS QUAD   -  MILAN (1983)
 FE0694
 FE0694                         *CURRENT SURVEY CONTROL
 FE0694  ___________________________________________________________________
 FE0694* NAD 83(1986)-  35 52 50.     (N)    088 45 32.     (W)     SCALED    
 FE0694* NAVD 88     -       139.409  (meters)     457.38   (feet)  ADJUSTED  
 FE0694  ___________________________________________________________________
 FE0694  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0694  DYNAMIC HT  -         139.288 (meters)     456.98  (feet)  COMP
 FE0694  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0694
 FE0694  VERT ORDER  -  SECOND    CLASS 0
 FE0694
 FE0694.The horizontal coordinates were scaled from a topographic map and have
 FE0694.an estimated accuracy of +/- 6 seconds.
 FE0694
 FE0694.The orthometric height was determined by differential leveling
 FE0694.and adjusted by the National Geodetic Survey in June 1991..
 FE0694
 FE0694.The geoid height was determined by GEOID03.
 FE0694
 FE0694.The dynamic height is computed by dividing the NAVD 88
 FE0694.geopotential number by the normal gravity value computed on the
 FE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0694.degrees latitude (g = 980.6199 gals.).
 FE0694
 FE0694.The modeled gravity was interpolated from observed gravity values.
 FE0694
 FE0694;                    North         East    Units  Estimated Accuracy
 FE0694;SPC TN       -   175,170.      350,920.      MT  (+/- 180 meters Scaled)
 FE0694
 FE0694                          SUPERSEDED SURVEY CONTROL
 FE0694
 FE0694  NGVD 29 (??/??/??)  139.462  (m)          457.55   (f) ADJUSTED    2 0
 FE0694
 FE0694.Superseded values are not recommended for survey control.
 FE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0694.See file dsdata.txt to determine how the superseded data were derived.
 FE0694
 FE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE412721(NAD 83)
 FE0694_MARKER: DB = BENCH MARK DISK
 FE0694_SETTING: 0 = UNSPECIFIED SETTING
 FE0694_STAMPING: F 66 1935
 FE0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0694
 FE0694  HISTORY     - Date     Condition        Report By
 FE0694  HISTORY     - 1935     MONUMENTED       CGS
 FE0694  HISTORY     - 1948     GOOD             CGS
 FE0694  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0694
 FE0694                          STATION DESCRIPTION
 FE0694
 FE0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0694'2.7 MI S FROM MILAN.
 FE0694'2.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0694'STATION AT MILAN, GIBSON COUNTY, 70 YARDS SOUTH OF MILEPOST C
 FE0694'451, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE
 FE0694'TRACK, AND 24 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 FE0694
 FE0694                          STATION RECOVERY (2002)
 FE0694
 FE0694'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0694'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1172 ***********************************************************************
 FE1172  DESIGNATION -  F 67
 FE1172  PID         -  FE1172
 FE1172  STATE/COUNTY-  TN/FAYETTE
 FE1172  USGS QUAD   -  MASON (1973)
 FE1172
 FE1172                         *CURRENT SURVEY CONTROL
 FE1172  ___________________________________________________________________
 FE1172* NAD 83(1986)-  35 22 45.     (N)    089 34 04.     (W)     SCALED    
 FE1172* NAVD 88     -        95.908  (meters)     314.66   (feet)  ADJUSTED  
 FE1172  ___________________________________________________________________
 FE1172  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1172  DYNAMIC HT  -          95.824 (meters)     314.38  (feet)  COMP
 FE1172  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 FE1172
 FE1172  VERT ORDER  -  SECOND    CLASS 0
 FE1172
 FE1172.The horizontal coordinates were scaled from a topographic map and have
 FE1172.an estimated accuracy of +/- 6 seconds.
 FE1172
 FE1172.The orthometric height was determined by differential leveling
 FE1172.and adjusted by the National Geodetic Survey in June 1991..
 FE1172
 FE1172.The geoid height was determined by GEOID03.
 FE1172
 FE1172.The dynamic height is computed by dividing the NAVD 88
 FE1172.geopotential number by the normal gravity value computed on the
 FE1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1172.degrees latitude (g = 980.6199 gals.).
 FE1172
 FE1172.The modeled gravity was interpolated from observed gravity values.
 FE1172
 FE1172;                    North         East    Units  Estimated Accuracy
 FE1172;SPC TN       -   121,940.      275,890.      MT  (+/- 180 meters Scaled)
 FE1172
 FE1172                          SUPERSEDED SURVEY CONTROL
 FE1172
 FE1172  NGVD 29 (??/??/??)   95.894  (m)          314.61   (f) ADJUSTED    2 0
 FE1172
 FE1172.Superseded values are not recommended for survey control.
 FE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1172.See file dsdata.txt to determine how the superseded data were derived.
 FE1172
 FE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE667181(NAD 83)
 FE1172_MARKER: DB = BENCH MARK DISK
 FE1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1172_STAMPING: F 67 1935
 FE1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1172+STABILITY: SURFACE MOTION
 FE1172
 FE1172  HISTORY     - Date     Condition        Report By
 FE1172  HISTORY     - 1935     MONUMENTED       CGS
 FE1172  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1172
 FE1172                          STATION DESCRIPTION
 FE1172
 FE1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1172'AT BRADEN.
 FE1172'AT BRADEN, FAYETTE COUNTY ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FE1172'ABOUT 200 FEET SOUTH OF THE STATION, AT THE NORTHWEST CORNER OF
 FE1172'A HOUSE YARD, AT THE CROSSING OF STATE HIGHWAY 59, ABOUT 150 FEET
 FE1172'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET EAST OF
 FE1172'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 67
 FE1172'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FE1172'ABOVE GROUND.
 FE1172
 FE1172                          STATION RECOVERY (2002)
 FE1172
 FE1172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0353 ***********************************************************************
 FF0353  DESIGNATION -  F 68
 FF0353  PID         -  FF0353
 FF0353  STATE/COUNTY-  TN/SHELBY
 FF0353  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0353
 FF0353                         *CURRENT SURVEY CONTROL
 FF0353  ___________________________________________________________________
 FF0353* NAD 83(1986)-  35 09 16.     (N)    090 02 27.     (W)     SCALED    
 FF0353* NAVD 88     -        69.773  (meters)     228.91   (feet)  ADJUSTED  
 FF0353  ___________________________________________________________________
 FF0353  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0353  DYNAMIC HT  -          69.710 (meters)     228.71  (feet)  COMP
 FF0353  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0353
 FF0353  VERT ORDER  -  SECOND    CLASS 0
 FF0353
 FF0353.The horizontal coordinates were scaled from a topographic map and have
 FF0353.an estimated accuracy of +/- 6 seconds.
 FF0353
 FF0353.The orthometric height was determined by differential leveling
 FF0353.and adjusted by the National Geodetic Survey in June 1991..
 FF0353
 FF0353.The geoid height was determined by GEOID03.
 FF0353
 FF0353.The dynamic height is computed by dividing the NAVD 88
 FF0353.geopotential number by the normal gravity value computed on the
 FF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0353.degrees latitude (g = 980.6199 gals.).
 FF0353
 FF0353.The modeled gravity was interpolated from observed gravity values.
 FF0353
 FF0353;                    North         East    Units  Estimated Accuracy
 FF0353;SPC TN       -    98,700.      231,910.      MT  (+/- 180 meters Scaled)
 FF0353
 FF0353                          SUPERSEDED SURVEY CONTROL
 FF0353
 FF0353  NGVD 29 (??/??/??)   69.760  (m)          228.87   (f) ADJUSTED    2 0
 FF0353
 FF0353.Superseded values are not recommended for survey control.
 FF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0353.See file dsdata.txt to determine how the superseded data were derived.
 FF0353
 FF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695941(NAD 83)
 FF0353_MARKER: DB = BENCH MARK DISK
 FF0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0353_STAMPING: F 68 1935
 FF0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0353+STABILITY: SURFACE MOTION
 FF0353
 FF0353  HISTORY     - Date     Condition        Report By
 FF0353  HISTORY     - 1935     MONUMENTED       CGS
 FF0353  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0353
 FF0353                          STATION DESCRIPTION
 FF0353
 FF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0353'AT MEMPHIS.
 FF0353'AT MEMPHIS, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FF0353'RAILROAD, AT THE JACKSON STREET CROSSING, IN A TRIANGULAR PLOT
 FF0353'FORMED BY THE INTERSECTION OF JACKSON AND SEVENTH STREETS, AT THE
 FF0353'SOUTH SIDE OF A WATCHMAN TOWER, 30 FEET SOUTH OF THE CENTERLINE
 FF0353'OF THE TRACK, AND 10 FEET NORTH OF AN ABANDONED STANDARD OIL CO.
 FF0353'SERVICE STATION.  A STANDARD DISK, STAMPED F 68 1935 AND SET IN
 FF0353'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FF0353'NOTE--CONSIDERABLE CHANGED IN STREET INTERSECTION AND SERVICE
 FF0353'STATION.
 FF0353
 FF0353                          STATION RECOVERY (1974)
 FF0353
 FF0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1341 ***********************************************************************
 FE1341  DESIGNATION -  F 69
 FE1341  PID         -  FE1341
 FE1341  STATE/COUNTY-  TN/TIPTON
 FE1341  USGS QUAD   -  BRIGHTON (1981)
 FE1341
 FE1341                         *CURRENT SURVEY CONTROL
 FE1341  ___________________________________________________________________
 FE1341* NAD 83(1986)-  35 29 01.     (N)    089 43 30.     (W)     SCALED    
 FE1341* NAVD 88     -       104.516  (meters)     342.90   (feet)  ADJUSTED  
 FE1341  ___________________________________________________________________
 FE1341  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1341  DYNAMIC HT  -         104.426 (meters)     342.60  (feet)  COMP
 FE1341  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FE1341
 FE1341  VERT ORDER  -  SECOND    CLASS 0
 FE1341
 FE1341.The horizontal coordinates were scaled from a topographic map and have
 FE1341.an estimated accuracy of +/- 6 seconds.
 FE1341
 FE1341.The orthometric height was determined by differential leveling
 FE1341.and adjusted by the National Geodetic Survey in June 1991..
 FE1341.WARNING-Repeat measurements at this control monument indicate possible
 FE1341.vertical movement.
 FE1341
 FE1341.The geoid height was determined by GEOID03.
 FE1341
 FE1341.The dynamic height is computed by dividing the NAVD 88
 FE1341.geopotential number by the normal gravity value computed on the
 FE1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1341.degrees latitude (g = 980.6199 gals.).
 FE1341
 FE1341.The modeled gravity was interpolated from observed gravity values.
 FE1341
 FE1341;                    North         East    Units  Estimated Accuracy
 FE1341;SPC TN       -   134,060.      262,060.      MT  (+/- 180 meters Scaled)
 FE1341
 FE1341                          SUPERSEDED SURVEY CONTROL
 FE1341
 FE1341  NGVD 29 (??/??/??)  104.491  (m)          342.82   (f) ADJUSTED    2 0
 FE1341
 FE1341.Superseded values are not recommended for survey control.
 FE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1341.See file dsdata.txt to determine how the superseded data were derived.
 FE1341
 FE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527300(NAD 83)
 FE1341_MARKER: DB = BENCH MARK DISK
 FE1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1341_STAMPING: F 69 1935
 FE1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1341+STABILITY: SURFACE MOTION
 FE1341
 FE1341  HISTORY     - Date     Condition        Report By
 FE1341  HISTORY     - 1935     MONUMENTED       CGS
 FE1341  HISTORY     - 1957     GOOD             CGS
 FE1341  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1341
 FE1341                          STATION DESCRIPTION
 FE1341
 FE1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1341'AT BRIGHTON.
 FE1341'AT BRIGHTON, ALONG THE ILLINOIS CENTRAL RAILROAD, 29 1/2 FEET
 FE1341'NORTHWEST OF THE NORTHWEST RAIL, 88 FEET WEST OF THE WEST
 FE1341'CORNER OF THE STATION BUILDING, 56 1/2 FEET NORTHWEST AND ACROSS
 FE1341'THE TRACK FROM SWITCH POST AT THE NORTHEAST END OF A CROSSOVER,
 FE1341'23 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK,
 FE1341'16 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF
 FE1341'A RAILROAD RAIL DRIVEN IN THE GROUND AT ABOUT A 60 DEGREE
 FE1341'ANGLE, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 FE1341'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 FE1341'SOUTHEAST SIDE OF THE DISK HAS BEEN HIT BY MACHINERY BUT MARK
 FE1341'APPEARS SOLID.
 FE1341
 FE1341                          STATION RECOVERY (1974)
 FE1341
 FE1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0041 ***********************************************************************
 FD0041  DESIGNATION -  F 7
 FD0041  PID         -  FD0041
 FD0041  STATE/COUNTY-  TN/COFFEE
 FD0041  USGS QUAD   -  FREDONIA (1976)
 FD0041
 FD0041                         *CURRENT SURVEY CONTROL
 FD0041  ___________________________________________________________________
 FD0041* NAD 83(1986)-  35 31 59.     (N)    086 01 26.     (W)     SCALED    
 FD0041* NAVD 88     -       338.858  (meters)    1111.74   (feet)  ADJUSTED  
 FD0041  ___________________________________________________________________
 FD0041  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0041  DYNAMIC HT  -         338.536 (meters)    1110.68  (feet)  COMP
 FD0041  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 FD0041
 FD0041  VERT ORDER  -  SECOND    CLASS 0
 FD0041
 FD0041.The horizontal coordinates were scaled from a topographic map and have
 FD0041.an estimated accuracy of +/- 6 seconds.
 FD0041
 FD0041.The orthometric height was determined by differential leveling
 FD0041.and adjusted by the National Geodetic Survey in June 1991..
 FD0041
 FD0041.The geoid height was determined by GEOID03.
 FD0041
 FD0041.The dynamic height is computed by dividing the NAVD 88
 FD0041.geopotential number by the normal gravity value computed on the
 FD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0041.degrees latitude (g = 980.6199 gals.).
 FD0041
 FD0041.The modeled gravity was interpolated from observed gravity values.
 FD0041
 FD0041;                    North         East    Units  Estimated Accuracy
 FD0041;SPC TN       -   133,110.      597,830.      MT  (+/- 180 meters Scaled)
 FD0041
 FD0041                          SUPERSEDED SURVEY CONTROL
 FD0041
 FD0041  NGVD 29 (??/??/92)  338.858  (m)         1111.74   (f) ADJ UNCH    2 0
 FD0041
 FD0041.Superseded values are not recommended for survey control.
 FD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0041.See file dsdata.txt to determine how the superseded data were derived.
 FD0041
 FD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE884325(NAD 83)
 FD0041_MARKER: DB = BENCH MARK DISK
 FD0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0041_STAMPING: 1095.063 E 7 1930
 FD0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0041+STABILITY: SURFACE MOTION
 FD0041
 FD0041  HISTORY     - Date     Condition        Report By
 FD0041  HISTORY     - 1930     MONUMENTED       CGS
 FD0041  HISTORY     - 1934     GOOD             NGS
 FD0041
 FD0041                          STATION DESCRIPTION
 FD0041
 FD0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0041'5.1 MI NE FROM MANCHESTER.
 FD0041'5.1 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0041'LOUIS RAILWAY FROM MANCHESTER, COFFEE COUNTY, 30 FEET NORTHEAST
 FD0041'OF A ROAD CROSSING, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18
 FD0041'FEET NORTHEAST, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 FD0041'DISK, STAMPED 1095.063 E 7 1930 AND SET IN THE TOP OF A CONCRETE
 FD0041'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1049 ***********************************************************************
 FE1049  DESIGNATION -  F 72
 FE1049  PID         -  FE1049
 FE1049  STATE/COUNTY-  TN/HARDEMAN
 FE1049  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1049
 FE1049                         *CURRENT SURVEY CONTROL
 FE1049  ___________________________________________________________________
 FE1049* NAD 83(1986)-  35 16 39.     (N)    089 01 35.     (W)     SCALED    
 FE1049* NAVD 88     -       139.209  (meters)     456.72   (feet)  ADJUSTED  
 FE1049  ___________________________________________________________________
 FE1049  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1049  DYNAMIC HT  -         139.080 (meters)     456.30  (feet)  COMP
 FE1049  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1049
 FE1049  VERT ORDER  -  SECOND    CLASS 0
 FE1049
 FE1049.The horizontal coordinates were scaled from a topographic map and have
 FE1049.an estimated accuracy of +/- 6 seconds.
 FE1049
 FE1049.The orthometric height was determined by differential leveling
 FE1049.and adjusted by the National Geodetic Survey in June 1991..
 FE1049
 FE1049.The geoid height was determined by GEOID03.
 FE1049
 FE1049.The dynamic height is computed by dividing the NAVD 88
 FE1049.geopotential number by the normal gravity value computed on the
 FE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1049.degrees latitude (g = 980.6199 gals.).
 FE1049
 FE1049.The modeled gravity was interpolated from observed gravity values.
 FE1049
 FE1049;                    North         East    Units  Estimated Accuracy
 FE1049;SPC TN       -   109,010.      324,710.      MT  (+/- 180 meters Scaled)
 FE1049
 FE1049                          SUPERSEDED SURVEY CONTROL
 FE1049
 FE1049  NGVD 29 (??/??/??)  139.195  (m)          456.68   (f) ADJUSTED    2 0
 FE1049
 FE1049.Superseded values are not recommended for survey control.
 FE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1049.See file dsdata.txt to determine how the superseded data were derived.
 FE1049
 FE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE157057(NAD 83)
 FE1049_MARKER: DB = BENCH MARK DISK
 FE1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1049_STAMPING: F 72 1935
 FE1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1049+STABILITY: SURFACE MOTION
 FE1049
 FE1049  HISTORY     - Date     Condition        Report By
 FE1049  HISTORY     - 1935     MONUMENTED       CGS
 FE1049  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1049
 FE1049                          STATION DESCRIPTION
 FE1049
 FE1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1049'2.5 MI W FROM BOLIVAR.
 FE1049'2 1/2 MILES WEST OF BOLIVAR, 40 FT. SOUTH OF HIGHWAY 64, 2 1/2
 FE1049'MILES WEST OF BOLIVAR, 20 FT. WEST ENTRANCE TO HOSPITAL.
 FE1049
 FE1049                          STATION RECOVERY (2002)
 FE1049
 FE1049'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1049'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1050 ***********************************************************************
 FE1050  DESIGNATION -  F 72 RESET
 FE1050  PID         -  FE1050
 FE1050  STATE/COUNTY-  TN/HARDEMAN
 FE1050  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1050
 FE1050                         *CURRENT SURVEY CONTROL
 FE1050  ___________________________________________________________________
 FE1050* NAD 83(1986)-  35 16 39.     (N)    089 01 35.     (W)     SCALED    
 FE1050* NAVD 88     -       138.93   (+/-2cm)     455.8    (feet)  VERTCON   
 FE1050  ___________________________________________________________________
 FE1050  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1050
 FE1050  VERT ORDER  -  THIRD (See Below)
 FE1050
 FE1050.The horizontal coordinates were scaled from a topographic map and have
 FE1050.an estimated accuracy of +/- 6 seconds.
 FE1050
 FE1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1050.The vertical order pertains to the NGVD 29 superseded value.
 FE1050
 FE1050.The geoid height was determined by GEOID03.
 FE1050
 FE1050;                    North         East    Units  Estimated Accuracy
 FE1050;SPC TN       -   109,010.      324,710.      MT  (+/- 180 meters Scaled)
 FE1050
 FE1050                          SUPERSEDED SURVEY CONTROL
 FE1050
 FE1050  NGVD 29 (??/??/??)  138.92   (m)          455.8    (f) RESET       3  
 FE1050
 FE1050.Superseded values are not recommended for survey control.
 FE1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1050.See file dsdata.txt to determine how the superseded data were derived.
 FE1050
 FE1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE157057(NAD 83)
 FE1050_MARKER: DB = BENCH MARK DISK
 FE1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1050_STAMPING: F 72 1935 RESET 1956
 FE1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1050+STABILITY: SURFACE MOTION
 FE1050
 FE1050  HISTORY     - Date     Condition        Report By
 FE1050  HISTORY     - 1956     MONUMENTED       CGS
 FE1050  HISTORY     - 1957     GOOD             USGS
 FE1050  HISTORY     - 1987     POOR             USPSQD
 FE1050
 FE1050                          STATION DESCRIPTION
 FE1050
 FE1050'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1050'2.5 MI W FROM BOLIVAR.
 FE1050'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1050'PLANT AT BOLIVAR, HARDEMAN COUNTY, NEAR THE WESTERN STATE
 FE1050'HOSPITAL, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 74 FEET
 FE1050'WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE HOSPITAL.  A
 FE1050'STANDARD DISK, STAMPED F 72 1935 RESET 1956 AND SET IN THE TOP OF
 FE1050'A CONCRETE POST.
 FE1050
 FE1050                          STATION RECOVERY (1987)
 FE1050
 FE1050'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1050'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1022 ***********************************************************************
 FE1022  DESIGNATION -  F 73
 FE1022  PID         -  FE1022
 FE1022  STATE/COUNTY-  TN/FAYETTE
 FE1022  USGS QUAD   -  LACONIA (1983)
 FE1022
 FE1022                         *CURRENT SURVEY CONTROL
 FE1022  ___________________________________________________________________
 FE1022* NAD 83(1986)-  35 16 56.     (N)    089 21 40.     (W)     SCALED    
 FE1022* NAVD 88     -       127.507  (meters)     418.33   (feet)  ADJUSTED  
 FE1022  ___________________________________________________________________
 FE1022  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1022  DYNAMIC HT  -         127.391 (meters)     417.95  (feet)  COMP
 FE1022  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 FE1022
 FE1022  VERT ORDER  -  SECOND    CLASS 0
 FE1022
 FE1022.The horizontal coordinates were scaled from a topographic map and have
 FE1022.an estimated accuracy of +/- 6 seconds.
 FE1022
 FE1022.The orthometric height was determined by differential leveling
 FE1022.and adjusted by the National Geodetic Survey in June 1991..
 FE1022
 FE1022.The geoid height was determined by GEOID03.
 FE1022
 FE1022.The dynamic height is computed by dividing the NAVD 88
 FE1022.geopotential number by the normal gravity value computed on the
 FE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1022.degrees latitude (g = 980.6199 gals.).
 FE1022
 FE1022.The modeled gravity was interpolated from observed gravity values.
 FE1022
 FE1022;                    North         East    Units  Estimated Accuracy
 FE1022;SPC TN       -   110,530.      294,290.      MT  (+/- 180 meters Scaled)
 FE1022
 FE1022                          SUPERSEDED SURVEY CONTROL
 FE1022
 FE1022  NGVD 29 (??/??/??)  127.491  (m)          418.28   (f) ADJUSTED    2 0
 FE1022
 FE1022.Superseded values are not recommended for survey control.
 FE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1022.See file dsdata.txt to determine how the superseded data were derived.
 FE1022
 FE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE852068(NAD 83)
 FE1022_MARKER: DB = BENCH MARK DISK
 FE1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1022_STAMPING: F 73 1935
 FE1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1022+STABILITY: SURFACE MOTION
 FE1022
 FE1022  HISTORY     - Date     Condition        Report By
 FE1022  HISTORY     - 1935     MONUMENTED       CGS
 FE1022  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1022
 FE1022                          STATION DESCRIPTION
 FE1022
 FE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1022'2.8 MI NW FROM SOMERVILLE.
 FE1022'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1022'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 90 FEET NORTH OF
 FE1022'JEFFERSON SCHOOL, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE1022'20 FEET NORTH OF AN ELM TREE, AND 20 FEET SOUTH OF A RED OAK
 FE1022'TREE.  A STANDARD DISK, STAMPED F 73 1935 AND SET IN THE TOP OF A
 FE1022'CONCRETE POST.
 FE1022
 FE1022                          STATION RECOVERY (2002)
 FE1022
 FE1022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1022'OLD JEFFERSON SCHOOL TORN DOWN NEW SCHOOL BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1578 ***********************************************************************
 FE1578  DESIGNATION -  F 74
 FE1578  PID         -  FE1578
 FE1578  STATE/COUNTY-  TN/LAUDERDALE
 FE1578  USGS QUAD   -  OPEN LAKE (1983)
 FE1578
 FE1578                         *CURRENT SURVEY CONTROL
 FE1578  ___________________________________________________________________
 FE1578* NAD 83(1986)-  35 46 17.     (N)    089 38 44.     (W)     SCALED    
 FE1578* NAVD 88     -       145.549  (meters)     477.52   (feet)  ADJUSTED  
 FE1578  ___________________________________________________________________
 FE1578  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1578  DYNAMIC HT  -         145.424 (meters)     477.11  (feet)  COMP
 FE1578  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 FE1578
 FE1578  VERT ORDER  -  SECOND    CLASS 0
 FE1578
 FE1578.The horizontal coordinates were scaled from a topographic map and have
 FE1578.an estimated accuracy of +/- 6 seconds.
 FE1578
 FE1578.The orthometric height was determined by differential leveling
 FE1578.and adjusted by the National Geodetic Survey in June 1991..
 FE1578
 FE1578.The geoid height was determined by GEOID03.
 FE1578
 FE1578.The dynamic height is computed by dividing the NAVD 88
 FE1578.geopotential number by the normal gravity value computed on the
 FE1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1578.degrees latitude (g = 980.6199 gals.).
 FE1578
 FE1578.The modeled gravity was interpolated from observed gravity values.
 FE1578
 FE1578;                    North         East    Units  Estimated Accuracy
 FE1578;SPC TN       -   165,690.      270,450.      MT  (+/- 180 meters Scaled)
 FE1578
 FE1578                          SUPERSEDED SURVEY CONTROL
 FE1578
 FE1578  NGVD 29 (??/??/??)  145.535  (m)          477.48   (f) ADJUSTED    2 0
 FE1578
 FE1578.Superseded values are not recommended for survey control.
 FE1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1578.See file dsdata.txt to determine how the superseded data were derived.
 FE1578
 FE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE608618(NAD 83)
 FE1578_MARKER: DB = BENCH MARK DISK
 FE1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1578+STABILITY: SURFACE MOTION
 FE1578
 FE1578  HISTORY     - Date     Condition        Report By
 FE1578  HISTORY     - 1935     MONUMENTED       CGS
 FE1578  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1578
 FE1578                          STATION DESCRIPTION
 FE1578
 FE1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1578'2.4 MI W FROM ARP.
 FE1578'2.4 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GENERAL STORE AT
 FE1578'ARP, LAUDERDALE COUNTY, AT THE TOP OF A LONG HILL, 30 YARDS EAST
 FE1578'OF THE JUNCTION OF A T-ROAD LEADING SOUTH, 48 FEET SOUTH OF THE
 FE1578'CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF AN 8 INCH WALNUT
 FE1578'TREE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0455 ***********************************************************************
 FF0455  DESIGNATION -  F 75
 FF0455  PID         -  FF0455
 FF0455  STATE/COUNTY-  TN/SHELBY
 FF0455  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0455
 FF0455                         *CURRENT SURVEY CONTROL
 FF0455  ___________________________________________________________________
 FF0455* NAD 83(1986)-  35 07 10.     (N)    090 03 42.     (W)     SCALED    
 FF0455* NAVD 88     -        85.235  (meters)     279.64   (feet)  ADJUSTED  
 FF0455  ___________________________________________________________________
 FF0455  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0455  DYNAMIC HT  -          85.157 (meters)     279.39  (feet)  COMP
 FF0455  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FF0455
 FF0455  VERT ORDER  -  FIRST     CLASS I
 FF0455
 FF0455.The horizontal coordinates were scaled from a topographic map and have
 FF0455.an estimated accuracy of +/- 6 seconds.
 FF0455
 FF0455.The orthometric height was determined by differential leveling
 FF0455.and adjusted by the National Geodetic Survey in June 1991..
 FF0455
 FF0455.The geoid height was determined by GEOID03.
 FF0455
 FF0455.The dynamic height is computed by dividing the NAVD 88
 FF0455.geopotential number by the normal gravity value computed on the
 FF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0455.degrees latitude (g = 980.6199 gals.).
 FF0455
 FF0455.The modeled gravity was interpolated from observed gravity values.
 FF0455
 FF0455;                    North         East    Units  Estimated Accuracy
 FF0455;SPC TN       -    94,900.      229,850.      MT  (+/- 180 meters Scaled)
 FF0455
 FF0455                          SUPERSEDED SURVEY CONTROL
 FF0455
 FF0455  NGVD 29 (??/??/??)   85.213  (m)          279.57   (f) ADJUSTED    1 1
 FF0455
 FF0455.Superseded values are not recommended for survey control.
 FF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0455.See file dsdata.txt to determine how the superseded data were derived.
 FF0455
 FF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677902(NAD 83)
 FF0455_MARKER: DB = BENCH MARK DISK
 FF0455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0455_SP_SET: BRICK BUILDING FACE
 FF0455_STAMPING: F 75 1956
 FF0455_MARK LOGO: CGS   
 FF0455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0455+STABILITY: SURFACE MOTION
 FF0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0455+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0455
 FF0455  HISTORY     - Date     Condition        Report By
 FF0455  HISTORY     - 1956     MONUMENTED       CGS
 FF0455  HISTORY     - 1974     GOOD             NGS
 FF0455  HISTORY     - 1976     GOOD             NGS
 FF0455  HISTORY     - 1983     GOOD             NGS
 FF0455  HISTORY     - 19950625 GOOD             TN1620
 FF0455  HISTORY     - 20001128 GOOD             USE
 FF0455  HISTORY     - 20021029 GOOD             USACE
 FF0455
 FF0455                          STATION DESCRIPTION
 FF0455
 FF0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0455'AT MEMPHIS.
 FF0455'AT MEMPHIS, 0.35 MILE SOUTH ALONG FLORIDA STREET FROM THE INTERSECTION
 FF0455'WITH CRUMP BOULEVARD, AT THE SUPERIOR MANUFACTURING CORPORATION
 FF0455'AND STERLING CHEMICAL COMPANY TWO STORY BRICK BUILDING 1054,
 FF0455'12 FEET SOUTH OF THE CENTER LINE OF DAKOTA PL LEADING EAST,
 FF0455'25.5 FEET EAST OF THE EAST CURB OF FLORIDA STREET, 1.4 FEET
 FF0455'EAST OF THE NORTHWEST CORNER, SET VERTICALLY IN THE NORTH FACE
 FF0455'OF BRICK BUILDING AND 2.3 FEET ABOVE LEVEL OF STREET.
 FF0455
 FF0455                          STATION RECOVERY (1976)
 FF0455
 FF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (1983)
 FF0455
 FF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (1995)
 FF0455
 FF0455'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (2000)
 FF0455
 FF0455'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (2002)
 FF0455
 FF0455'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0527 ***********************************************************************
 FC0527  DESIGNATION -  F 77
 FC0527  PID         -  FC0527
 FC0527  STATE/COUNTY-  TN/MCMINN
 FC0527  USGS QUAD   -  ATHENS (1990)
 FC0527
 FC0527                         *CURRENT SURVEY CONTROL
 FC0527  ___________________________________________________________________
 FC0527* NAD 83(1986)-  35 29 25.     (N)    084 34 37.     (W)     SCALED    
 FC0527* NAVD 88     -       282.140  (meters)     925.65   (feet)  ADJUSTED  
 FC0527  ___________________________________________________________________
 FC0527  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0527  DYNAMIC HT  -         281.863 (meters)     924.75  (feet)  COMP
 FC0527  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 FC0527
 FC0527  VERT ORDER  -  FIRST     CLASS I
 FC0527
 FC0527.The horizontal coordinates were scaled from a topographic map and have
 FC0527.an estimated accuracy of +/- 6 seconds.
 FC0527
 FC0527.The orthometric height was determined by differential leveling
 FC0527.and adjusted by the National Geodetic Survey in June 1991..
 FC0527
 FC0527.The geoid height was determined by GEOID03.
 FC0527
 FC0527.The dynamic height is computed by dividing the NAVD 88
 FC0527.geopotential number by the normal gravity value computed on the
 FC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0527.degrees latitude (g = 980.6199 gals.).
 FC0527
 FC0527.The modeled gravity was interpolated from observed gravity values.
 FC0527
 FC0527;                    North         East    Units  Estimated Accuracy
 FC0527;SPC TN       -   129,300.      729,120.      MT  (+/- 180 meters Scaled)
 FC0527
 FC0527                          SUPERSEDED SURVEY CONTROL
 FC0527
 FC0527  NGVD 29 (??/??/92)  282.199  (m)          925.85   (f) ADJ UNCH    1 1
 FC0527
 FC0527.Superseded values are not recommended for survey control.
 FC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0527.See file dsdata.txt to determine how the superseded data were derived.
 FC0527
 FC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE198301(NAD 83)
 FC0527_MARKER: DB = BENCH MARK DISK
 FC0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0527_SP_SET: BRIDGE
 FC0527_STAMPING: F 77 1934
 FC0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0527
 FC0527  HISTORY     - Date     Condition        Report By
 FC0527  HISTORY     - 1934     MONUMENTED       CGS
 FC0527  HISTORY     - 1968     GOOD             NGS
 FC0527
 FC0527                          STATION DESCRIPTION
 FC0527
 FC0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0527'4 MI NE FROM ATHENS.
 FC0527'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0527'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, THENCE ABOUT 0.1 MILE
 FC0527'SOUTH ALONG BUSINESS ROUTE U.S. HIGHWAY 11, ALSO ABOUT 3.7 MILES
 FC0527'NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT ATHENS,
 FC0527'ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 182, SET IN THE TOP OF THE
 FC0527'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE RAILWAY OVERPASS
 FC0527'OVER THE HIGHWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 FC0527'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1376 ***********************************************************************
 GB1376  DESIGNATION -  F 78
 GB1376  PID         -  GB1376
 GB1376  STATE/COUNTY-  TN/PICKETT
 GB1376  USGS QUAD   -  MOODYVILLE (1962)
 GB1376
 GB1376                         *CURRENT SURVEY CONTROL
 GB1376  ___________________________________________________________________
 GB1376* NAD 83(1986)-  36 35 59.     (N)    085 03 24.     (W)     SCALED    
 GB1376* NAVD 88     -       303.368  (meters)     995.30   (feet)  ADJUSTED  
 GB1376  ___________________________________________________________________
 GB1376  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB1376  DYNAMIC HT  -         303.105 (meters)     994.44  (feet)  COMP
 GB1376  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GB1376
 GB1376  VERT ORDER  -  SECOND    CLASS 0
 GB1376
 GB1376.The horizontal coordinates were scaled from a topographic map and have
 GB1376.an estimated accuracy of +/- 6 seconds.
 GB1376
 GB1376.The orthometric height was determined by differential leveling
 GB1376.and adjusted by the National Geodetic Survey in June 1991..
 GB1376
 GB1376.The geoid height was determined by GEOID03.
 GB1376
 GB1376.The dynamic height is computed by dividing the NAVD 88
 GB1376.geopotential number by the normal gravity value computed on the
 GB1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1376.degrees latitude (g = 980.6199 gals.).
 GB1376
 GB1376.The modeled gravity was interpolated from observed gravity values.
 GB1376
 GB1376;                    North         East    Units  Estimated Accuracy
 GB1376;SPC TN       -   251,870.      684,410.      MT  (+/- 180 meters Scaled)
 GB1376
 GB1376                          SUPERSEDED SURVEY CONTROL
 GB1376
 GB1376  NGVD 29 (??/??/92)  303.493  (m)          995.71   (f) ADJ UNCH    2 0
 GB1376
 GB1376.Superseded values are not recommended for survey control.
 GB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1376.See file dsdata.txt to determine how the superseded data were derived.
 GB1376
 GB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF738522(NAD 83)
 GB1376_MARKER: DB = BENCH MARK DISK
 GB1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1376_STAMPING: F 78 1935
 GB1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1376+STABILITY: SURFACE MOTION
 GB1376
 GB1376  HISTORY     - Date     Condition        Report By
 GB1376  HISTORY     - 1935     MONUMENTED       CGS
 GB1376
 GB1376                          STATION DESCRIPTION
 GB1376
 GB1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1376'2.7 MI SE FROM STATIC.
 GB1376'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1376'AT STATIC, PICKETT COUNTY, DIRECTLY EAST OF A TWO-STORY FARMHOUSE
 GB1376'LOCATED ABOUT 200 YARDS WEST OF THE HIGHWAY, 67 FEET SOUTH OF
 GB1376'THE SOUTH END OF A LARGE BARN, 30 FEET WEST OF THE CENTERLINE
 GB1376'OF THE HIGHWAY, AND 3 FEET EAST OF A BARBED-WIRE FENCE.  A
 GB1376'STANDARD DISK, STAMPED F 78 1935 AND SET IN THE TOP OF A CONCRETE
 GB1376'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1005 ***********************************************************************
 FC1005  DESIGNATION -  F 8
 FC1005  PID         -  FC1005
 FC1005  STATE/COUNTY-  TN/CUMBERLAND
 FC1005  USGS QUAD   -  PLEASANT HILL (1976)
 FC1005
 FC1005                         *CURRENT SURVEY CONTROL
 FC1005  ___________________________________________________________________
 FC1005* NAD 83(1986)-  35 58 15.     (N)    085 09 20.     (W)     SCALED    
 FC1005* NAVD 88     -       510.655  (meters)    1675.37   (feet)  ADJUSTED  
 FC1005  ___________________________________________________________________
 FC1005  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FC1005  DYNAMIC HT  -         510.177 (meters)    1673.81  (feet)  COMP
 FC1005  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 FC1005
 FC1005  VERT ORDER  -  SECOND    CLASS 0
 FC1005
 FC1005.The horizontal coordinates were scaled from a topographic map and have
 FC1005.an estimated accuracy of +/- 6 seconds.
 FC1005
 FC1005.The orthometric height was determined by differential leveling
 FC1005.and adjusted by the National Geodetic Survey in June 1991..
 FC1005
 FC1005.The geoid height was determined by GEOID03.
 FC1005
 FC1005.The dynamic height is computed by dividing the NAVD 88
 FC1005.geopotential number by the normal gravity value computed on the
 FC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1005.degrees latitude (g = 980.6199 gals.).
 FC1005
 FC1005.The modeled gravity was interpolated from observed gravity values.
 FC1005
 FC1005;                    North         East    Units  Estimated Accuracy
 FC1005;SPC TN       -   182,010.      676,160.      MT  (+/- 180 meters Scaled)
 FC1005
 FC1005                          SUPERSEDED SURVEY CONTROL
 FC1005
 FC1005  NGVD 29 (??/??/92)  510.706  (m)         1675.54   (f) ADJ UNCH    2 0
 FC1005
 FC1005.Superseded values are not recommended for survey control.
 FC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1005.See file dsdata.txt to determine how the superseded data were derived.
 FC1005
 FC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE663822(NAD 83)
 FC1005_MARKER: DB = BENCH MARK DISK
 FC1005_SETTING: 66 = SET IN ROCK OUTCROP
 FC1005_SP_SET: ROCK LEDGE
 FC1005_STAMPING: 1675.712 F 8 1931
 FC1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1005+STABILITY: POSITION/ELEVATION WELL
 FC1005
 FC1005  HISTORY     - Date     Condition        Report By
 FC1005  HISTORY     - 1931     MONUMENTED       CGS
 FC1005  HISTORY     - 1934     GOOD             NGS
 FC1005
 FC1005                          STATION DESCRIPTION
 FC1005
 FC1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1005'2.7 MI W FROM POMONA.
 FC1005'2.7 MILES WEST ALONG U.S. HIGHWAY 70 A FROM POMONA, CUMBERLAND
 FC1005'COUNTY, 170 YARDS WEST OF A CONCRETE BRIDGE OVER LITTLE CANEY FORK,
 FC1005'50 YARDS EAST OF THE STORE AND FILLING STATION AT THE RIVER SIDE
 FC1005'TOURIST CAMP, IN A ROCK LEDGE, 46 FEET NORTH OF THE CENTERLINE OF
 FC1005'THE HIGHWAY, AND 3 FEET FROM THE NORTH EDGE OF THE CLIFF AT THE
 FC1005'RIVER BANK.  A STANDARD DISK, STAMPED 1675.712 F 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1969 ***********************************************************************
 GB1969  DESIGNATION -  F 80
 GB1969  PID         -  GB1969
 GB1969  STATE/COUNTY-  TN/MACON
 GB1969  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1969
 GB1969                         *CURRENT SURVEY CONTROL
 GB1969  ___________________________________________________________________
 GB1969* NAD 83(1986)-  36 31 08.     (N)    085 51 38.     (W)     SCALED    
 GB1969* NAVD 88     -       290.610  (meters)     953.44   (feet)  ADJUSTED  
 GB1969  ___________________________________________________________________
 GB1969  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1969  DYNAMIC HT  -         290.363 (meters)     952.63  (feet)  COMP
 GB1969  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GB1969
 GB1969  VERT ORDER  -  SECOND    CLASS 0
 GB1969
 GB1969.The horizontal coordinates were scaled from a topographic map and have
 GB1969.an estimated accuracy of +/- 6 seconds.
 GB1969
 GB1969.The orthometric height was determined by differential leveling
 GB1969.and adjusted by the National Geodetic Survey in June 1991..
 GB1969
 GB1969.The geoid height was determined by GEOID03.
 GB1969
 GB1969.The dynamic height is computed by dividing the NAVD 88
 GB1969.geopotential number by the normal gravity value computed on the
 GB1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1969.degrees latitude (g = 980.6199 gals.).
 GB1969
 GB1969.The modeled gravity was interpolated from observed gravity values.
 GB1969
 GB1969;                    North         East    Units  Estimated Accuracy
 GB1969;SPC TN       -   242,500.      612,490.      MT  (+/- 180 meters Scaled)
 GB1969
 GB1969                          SUPERSEDED SURVEY CONTROL
 GB1969
 GB1969  NGVD 29 (??/??/92)  290.706  (m)          953.76   (f) ADJ UNCH    2 0
 GB1969
 GB1969.Superseded values are not recommended for survey control.
 GB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1969.See file dsdata.txt to determine how the superseded data were derived.
 GB1969
 GB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF020421(NAD 83)
 GB1969_MARKER: DB = BENCH MARK DISK
 GB1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1969_STAMPING: F 80 1935
 GB1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1969+STABILITY: SURFACE MOTION
 GB1969
 GB1969  HISTORY     - Date     Condition        Report By
 GB1969  HISTORY     - 1935     MONUMENTED       CGS
 GB1969
 GB1969                          STATION DESCRIPTION
 GB1969
 GB1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1969'1.1 MI W FROM RED BOILING SPRINGS.
 GB1969'1.1 MILES WEST ALONG STATE HIGHWAY 52 FROM RED BOILING SPRINGS,
 GB1969'MACON COUNTY, 48 YARDS SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 GB1969'56, 25 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 56, 5 FEET
 GB1969'EAST OF A STOP SIGN, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GB1969'DISK, STAMPED F 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1011 ***********************************************************************
 FC1011  DESIGNATION -  F 81
 FC1011  PID         -  FC1011
 FC1011  STATE/COUNTY-  TN/WHITE
 FC1011  USGS QUAD   -  SPARTA (1979)
 FC1011
 FC1011                         *CURRENT SURVEY CONTROL
 FC1011  ___________________________________________________________________
 FC1011* NAD 83(1986)-  35 55 54.     (N)    085 28 30.     (W)     SCALED    
 FC1011* NAVD 88     -       281.909  (meters)     924.90   (feet)  ADJUSTED  
 FC1011  ___________________________________________________________________
 FC1011  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC1011  DYNAMIC HT  -         281.656 (meters)     924.07  (feet)  COMP
 FC1011  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FC1011
 FC1011  VERT ORDER  -  SECOND    CLASS 0
 FC1011
 FC1011.The horizontal coordinates were scaled from a topographic map and have
 FC1011.an estimated accuracy of +/- 6 seconds.
 FC1011
 FC1011.The orthometric height was determined by differential leveling
 FC1011.and adjusted by the National Geodetic Survey in June 1991..
 FC1011
 FC1011.The geoid height was determined by GEOID03.
 FC1011
 FC1011.The dynamic height is computed by dividing the NAVD 88
 FC1011.geopotential number by the normal gravity value computed on the
 FC1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1011.degrees latitude (g = 980.6199 gals.).
 FC1011
 FC1011.The modeled gravity was interpolated from observed gravity values.
 FC1011
 FC1011;                    North         East    Units  Estimated Accuracy
 FC1011;SPC TN       -   177,460.      647,370.      MT  (+/- 180 meters Scaled)
 FC1011
 FC1011                          SUPERSEDED SURVEY CONTROL
 FC1011
 FC1011  NGVD 29 (??/??/92)  281.976  (m)          925.12   (f) ADJ UNCH    2 0
 FC1011
 FC1011.Superseded values are not recommended for survey control.
 FC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1011.See file dsdata.txt to determine how the superseded data were derived.
 FC1011
 FC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE375774(NAD 83)
 FC1011_MARKER: DB = BENCH MARK DISK
 FC1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1011_STAMPING: F 81 1935
 FC1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1011+STABILITY: SURFACE MOTION
 FC1011
 FC1011  HISTORY     - Date     Condition        Report By
 FC1011  HISTORY     - 1935     MONUMENTED       CGS
 FC1011  HISTORY     - 1950     GOOD             NGS
 FC1011
 FC1011                          STATION DESCRIPTION
 FC1011
 FC1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1011'AT SPARTA.
 FC1011'AT SPARTA, WHITE COUNTY, ON STATE HIGHWAY 42, 39 YARDS NORTHEAST
 FC1011'OF THE INTERSECTION OF U.S. HIGHWAY 70, 25 FEET NORTHWEST OF THE
 FC1011'NORTHWEST CORNER OF A SERVICE STATION, 28 FEET EAST OF THE
 FC1011'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 FC1011'A STANDARD DISK, STAMPED F 81 1935 AND SET IN THE TOP OF A
 FC1011'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1981 ***********************************************************************
 GB1981  DESIGNATION -  F 82
 GB1981  PID         -  GB1981
 GB1981  STATE/COUNTY-  TN/CLAY
 GB1981  USGS QUAD   -  CELINA (1981)
 GB1981
 GB1981                         *CURRENT SURVEY CONTROL
 GB1981  ___________________________________________________________________
 GB1981* NAD 83(1986)-  36 35 32.     (N)    085 37 28.     (W)     SCALED    
 GB1981* NAVD 88     -       319.459  (meters)    1048.09   (feet)  ADJUSTED  
 GB1981  ___________________________________________________________________
 GB1981  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1981  DYNAMIC HT  -         319.185 (meters)    1047.19  (feet)  COMP
 GB1981  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB1981
 GB1981  VERT ORDER  -  SECOND    CLASS 0
 GB1981
 GB1981.The horizontal coordinates were scaled from a topographic map and have
 GB1981.an estimated accuracy of +/- 6 seconds.
 GB1981
 GB1981.The orthometric height was determined by differential leveling
 GB1981.and adjusted by the National Geodetic Survey in June 1991..
 GB1981
 GB1981.The geoid height was determined by GEOID03.
 GB1981
 GB1981.The dynamic height is computed by dividing the NAVD 88
 GB1981.geopotential number by the normal gravity value computed on the
 GB1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1981.degrees latitude (g = 980.6199 gals.).
 GB1981
 GB1981.The modeled gravity was interpolated from observed gravity values.
 GB1981
 GB1981;                    North         East    Units  Estimated Accuracy
 GB1981;SPC TN       -   250,700.      633,610.      MT  (+/- 180 meters Scaled)
 GB1981
 GB1981                          SUPERSEDED SURVEY CONTROL
 GB1981
 GB1981  NGVD 29 (??/??/92)  319.569  (m)         1048.45   (f) ADJ UNCH    2 0
 GB1981
 GB1981.Superseded values are not recommended for survey control.
 GB1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1981.See file dsdata.txt to determine how the superseded data were derived.
 GB1981
 GB1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF230505(NAD 83)
 GB1981_MARKER: DB = BENCH MARK DISK
 GB1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1981_STAMPING: F 82 1935
 GB1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1981+STABILITY: SURFACE MOTION
 GB1981
 GB1981  HISTORY     - Date     Condition        Report By
 GB1981  HISTORY     - 1935     MONUMENTED       CGS
 GB1981  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1981
 GB1981                          STATION DESCRIPTION
 GB1981
 GB1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1981'0.4 MI W FROM MOSS.
 GB1981'0.4 MILE WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1981'36 YARDS SOUTHEAST OF A HOUSE WITH A LARGE BRICK CHIMNEY, 29.5
 GB1981'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHEAST
 GB1981'OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1981'DISK, STAMPED F 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1981
 GB1981                          STATION RECOVERY (2002)
 GB1981
 GB1981'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1981'A PARKING LOT COVERS THE AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0224 ***********************************************************************
 GC0224  DESIGNATION -  F 83
 GC0224  PID         -  GC0224
 GC0224  STATE/COUNTY-  TN/TROUSDALE
 GC0224  USGS QUAD   -  HARTSVILLE (1994)
 GC0224
 GC0224                         *CURRENT SURVEY CONTROL
 GC0224  ___________________________________________________________________
 GC0224* NAD 83(1986)-  36 23 13.     (N)    086 08 14.     (W)     SCALED    
 GC0224* NAVD 88     -       166.391  (meters)     545.90   (feet)  ADJUSTED  
 GC0224  ___________________________________________________________________
 GC0224  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0224  DYNAMIC HT  -         166.255 (meters)     545.45  (feet)  COMP
 GC0224  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 GC0224
 GC0224  VERT ORDER  -  SECOND    CLASS 0
 GC0224
 GC0224.The horizontal coordinates were scaled from a topographic map and have
 GC0224.an estimated accuracy of +/- 6 seconds.
 GC0224
 GC0224.The orthometric height was determined by differential leveling
 GC0224.and adjusted by the National Geodetic Survey in June 1991..
 GC0224
 GC0224.The geoid height was determined by GEOID03.
 GC0224
 GC0224.The dynamic height is computed by dividing the NAVD 88
 GC0224.geopotential number by the normal gravity value computed on the
 GC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0224.degrees latitude (g = 980.6199 gals.).
 GC0224
 GC0224.The modeled gravity was interpolated from observed gravity values.
 GC0224
 GC0224;                    North         East    Units  Estimated Accuracy
 GC0224;SPC TN       -   227,860.      587,690.      MT  (+/- 180 meters Scaled)
 GC0224
 GC0224                          SUPERSEDED SURVEY CONTROL
 GC0224
 GC0224  NGVD 29 (??/??/92)  166.467  (m)          546.15   (f) ADJ UNCH    2 0
 GC0224
 GC0224.Superseded values are not recommended for survey control.
 GC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0224.See file dsdata.txt to determine how the superseded data were derived.
 GC0224
 GC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF773272(NAD 83)
 GC0224_MARKER: DB = BENCH MARK DISK
 GC0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0224_STAMPING: F 83 1935
 GC0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0224+STABILITY: SURFACE MOTION
 GC0224
 GC0224  HISTORY     - Date     Condition        Report By
 GC0224  HISTORY     - 1935     MONUMENTED       CGS
 GC0224  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0224
 GC0224                          STATION DESCRIPTION
 GC0224
 GC0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0224'1.7 MI E FROM HARTSVILLE.
 GC0224'1.7 MILES EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0224'HARTSVILLE, TROUSDALE COUNTY, 24 YARDS SOUTHEAST OF THE
 GC0224'INTERSECTION OF STATE HIGHWAY 25, 27 FEET WEST OF THE CENTERLINE
 GC0224'OF A PRIVATE DRIVEWAY, 25.5 FEET SOUTH OF THE CENTERLINE OF STATE
 GC0224'HIGHWAY 25, 1 FOOT NORTHEAST OF A BOARD FENCE, AND LEVEL WITH
 GC0224'THE HIGHWAY.  A STANDARD DISK, STAMPED F 83 1935 AND SET IN THE
 GC0224'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1798 ***********************************************************************
 GB1798  DESIGNATION -  F 84
 GB1798  PID         -  GB1798
 GB1798  STATE/COUNTY-  TN/PUTNAM
 GB1798  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1798
 GB1798                         *CURRENT SURVEY CONTROL
 GB1798  ___________________________________________________________________
 GB1798* NAD 83(1986)-  36 10 12.     (N)    085 34 04.     (W)     SCALED    
 GB1798* NAVD 88     -       309.650  (meters)    1015.91   (feet)  ADJUSTED  
 GB1798  ___________________________________________________________________
 GB1798  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1798  DYNAMIC HT  -         309.373 (meters)    1015.00  (feet)  COMP
 GB1798  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB1798
 GB1798  VERT ORDER  -  SECOND    CLASS 0
 GB1798
 GB1798.The horizontal coordinates were scaled from a topographic map and have
 GB1798.an estimated accuracy of +/- 6 seconds.
 GB1798
 GB1798.The orthometric height was determined by differential leveling
 GB1798.and adjusted by the National Geodetic Survey in June 1991..
 GB1798
 GB1798.The geoid height was determined by GEOID03.
 GB1798
 GB1798.The dynamic height is computed by dividing the NAVD 88
 GB1798.geopotential number by the normal gravity value computed on the
 GB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1798.degrees latitude (g = 980.6199 gals.).
 GB1798
 GB1798.The modeled gravity was interpolated from observed gravity values.
 GB1798
 GB1798;                    North         East    Units  Estimated Accuracy
 GB1798;SPC TN       -   203,860.      638,890.      MT  (+/- 180 meters Scaled)
 GB1798
 GB1798                          SUPERSEDED SURVEY CONTROL
 GB1798
 GB1798  NGVD 29 (??/??/92)  309.725  (m)         1016.16   (f) ADJ UNCH    2 0
 GB1798
 GB1798.Superseded values are not recommended for survey control.
 GB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1798.See file dsdata.txt to determine how the superseded data were derived.
 GB1798
 GB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF288037(NAD 83)
 GB1798_MARKER: DB = BENCH MARK DISK
 GB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1798_STAMPING: F 84 1935
 GB1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1798+STABILITY: SURFACE MOTION
 GB1798
 GB1798  HISTORY     - Date     Condition        Report By
 GB1798  HISTORY     - 1935     MONUMENTED       CGS
 GB1798
 GB1798                          STATION DESCRIPTION
 GB1798
 GB1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1798'1.7 MI E FROM DOUBLE SPRINGS.
 GB1798'1.7 MILES EAST ALONG THE TENNESEE CENTRAL RAILWAY FROM THE
 GB1798'STATION AT DOUBLE SPRINGS, PUTNAM COUNTY, 40 FEET SOUTHEAST OF
 GB1798'THE INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF A
 GB1798'DIRT ROAD, 22 FEET EAST OF A WOODEN GUARD FENCE, 16 FEET SOUTH OF
 GB1798'THE SOUTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 GB1798'DISK, STAMPED F 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0159 ***********************************************************************
 GC0159  DESIGNATION -  F 85
 GC0159  PID         -  GC0159
 GC0159  STATE/COUNTY-  TN/WILSON
 GC0159  USGS QUAD   -  MARTHA (1975)
 GC0159
 GC0159                         *CURRENT SURVEY CONTROL
 GC0159  ___________________________________________________________________
 GC0159* NAD 83(1986)-  36 12 22.     (N)    086 27 33.     (W)     SCALED    
 GC0159* NAVD 88     -       162.498  (meters)     533.13   (feet)  ADJUSTED  
 GC0159  ___________________________________________________________________
 GC0159  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0159  DYNAMIC HT  -         162.361 (meters)     532.68  (feet)  COMP
 GC0159  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0159
 GC0159  VERT ORDER  -  SECOND    CLASS 0
 GC0159
 GC0159.The horizontal coordinates were scaled from a topographic map and have
 GC0159.an estimated accuracy of +/- 6 seconds.
 GC0159
 GC0159.The orthometric height was determined by differential leveling
 GC0159.and adjusted by the National Geodetic Survey in June 1991..
 GC0159
 GC0159.The geoid height was determined by GEOID03.
 GC0159
 GC0159.The dynamic height is computed by dividing the NAVD 88
 GC0159.geopotential number by the normal gravity value computed on the
 GC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0159.degrees latitude (g = 980.6199 gals.).
 GC0159
 GC0159.The modeled gravity was interpolated from observed gravity values.
 GC0159
 GC0159;                    North         East    Units  Estimated Accuracy
 GC0159;SPC TN       -   207,880.      558,710.      MT  (+/- 180 meters Scaled)
 GC0159
 GC0159                          SUPERSEDED SURVEY CONTROL
 GC0159
 GC0159  NGVD 29 (??/??/92)  162.550  (m)          533.30   (f) ADJ UNCH    2 0
 GC0159
 GC0159.Superseded values are not recommended for survey control.
 GC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0159.See file dsdata.txt to determine how the superseded data were derived.
 GC0159
 GC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF486069(NAD 83)
 GC0159_MARKER: DB = BENCH MARK DISK
 GC0159_SETTING: 66 = SET IN ROCK OUTCROP
 GC0159_SP_SET: ROCK OUTCROP
 GC0159_STAMPING: F 85 1935
 GC0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0159+STABILITY: POSITION/ELEVATION WELL
 GC0159
 GC0159  HISTORY     - Date     Condition        Report By
 GC0159  HISTORY     - 1935     MONUMENTED       CGS
 GC0159
 GC0159                          STATION DESCRIPTION
 GC0159
 GC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0159'AT BECKWITH.
 GC0159'AT BECKWITH, WILSON COUNTY, 200 YARDS SOUTHWEST OF THE
 GC0159'TENNESSEE CENTRAL RAILWAY STATION, 45 FEET SOUTH OF THE
 GC0159'CENTERLINE OF A DIRT ROAD, 31 FEET SOUTHEAST OF THE SOUTHEAST
 GC0159'RAIL, 6 FEET NORTHEAST OF A CATTLE GUARD FENCE, IN THE TOP OF A
 GC0159'LARGE ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GC0159'STAMPED F 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0145 ***********************************************************************
 GC0145  DESIGNATION -  F 86
 GC0145  PID         -  GC0145
 GC0145  STATE/COUNTY-  TN/SUMNER
 GC0145  USGS QUAD   -  BETHPAGE (1994)
 GC0145
 GC0145                         *CURRENT SURVEY CONTROL
 GC0145  ___________________________________________________________________
 GC0145* NAD 83(1986)-  36 26 51.     (N)    086 19 47.     (W)     SCALED    
 GC0145* NAVD 88     -       152.911  (meters)     501.68   (feet)  POSTED    
 GC0145  ___________________________________________________________________
 GC0145  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0145  DYNAMIC HT  -         152.790 (meters)     501.28  (feet)  COMP
 GC0145  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GC0145
 GC0145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0145
 GC0145.The horizontal coordinates were scaled from a topographic map and have
 GC0145.an estimated accuracy of +/- 6 seconds.
 GC0145
 GC0145.The orthometric height was determined by differential leveling
 GC0145.and adjusted by the National Geodetic Survey in 1992..
 GC0145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0145.rate of 2.1 thru 3.0 mm/km.
 GC0145
 GC0145.The geoid height was determined by GEOID03.
 GC0145
 GC0145.The dynamic height is computed by dividing the NAVD 88
 GC0145.geopotential number by the normal gravity value computed on the
 GC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0145.degrees latitude (g = 980.6199 gals.).
 GC0145
 GC0145.The modeled gravity was interpolated from observed gravity values.
 GC0145
 GC0145;                    North         East    Units  Estimated Accuracy
 GC0145;SPC TN       -   234,620.      570,440.      MT  (+/- 180 meters Scaled)
 GC0145
 GC0145                          SUPERSEDED SURVEY CONTROL
 GC0145
 GC0145  NGVD 29 (??/??/92)  153.022  (m)          502.04   (f) ADJ UNCH    2 0
 GC0145
 GC0145.Superseded values are not recommended for survey control.
 GC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0145.See file dsdata.txt to determine how the superseded data were derived.
 GC0145
 GC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF600337(NAD 83)
 GC0145_MARKER: DB = BENCH MARK DISK
 GC0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0145_SP_SET: BRIDGE
 GC0145_STAMPING: F 86 1935
 GC0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0145
 GC0145  HISTORY     - Date     Condition        Report By
 GC0145  HISTORY     - 1935     MONUMENTED       CGS
 GC0145
 GC0145                          STATION DESCRIPTION
 GC0145
 GC0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0145'0.5 MI N FROM ROGANA.
 GC0145'0.5 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0145'FROM THE STATION AT ROGANA, SUMNER COUNTY, ABOUT 100 YARDS
 GC0145'SOUTH OF HARTSVILLE JUNCTION, 15 RAILS NORTH OF MILEPOST L 168,
 GC0145'AT BRIDGE NO. 12, IN THE NORTH END OF THE NORTHEAST CONCRETE
 GC0145'PIER, 7.7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 3 FEET
 GC0145'LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED F 86
 GC0145'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0433 ***********************************************************************
 GC0433  DESIGNATION -  F 87
 GC0433  PID         -  GC0433
 GC0433  STATE/COUNTY-  TN/DAVIDSON
 GC0433  USGS QUAD   -  WHITES CREEK (1994)
 GC0433
 GC0433                         *CURRENT SURVEY CONTROL
 GC0433  ___________________________________________________________________
 GC0433* NAD 83(1986)-  36 22 23.     (N)    086 45 39.     (W)     SCALED    
 GC0433* NAVD 88     -       194.080  (meters)     636.74   (feet)  ADJUSTED  
 GC0433  ___________________________________________________________________
 GC0433  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0433  DYNAMIC HT  -         193.915 (meters)     636.20  (feet)  COMP
 GC0433  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC0433
 GC0433  VERT ORDER  -  SECOND    CLASS 0
 GC0433
 GC0433.The horizontal coordinates were scaled from a topographic map and have
 GC0433.an estimated accuracy of +/- 6 seconds.
 GC0433
 GC0433.The orthometric height was determined by differential leveling
 GC0433.and adjusted by the National Geodetic Survey in June 1991..
 GC0433
 GC0433.The geoid height was determined by GEOID03.
 GC0433
 GC0433.The dynamic height is computed by dividing the NAVD 88
 GC0433.geopotential number by the normal gravity value computed on the
 GC0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0433.degrees latitude (g = 980.6199 gals.).
 GC0433
 GC0433.The modeled gravity was interpolated from observed gravity values.
 GC0433
 GC0433;                    North         East    Units  Estimated Accuracy
 GC0433;SPC TN       -   226,580.      531,730.      MT  (+/- 180 meters Scaled)
 GC0433
 GC0433                          SUPERSEDED SURVEY CONTROL
 GC0433
 GC0433  NGVD 29 (??/??/92)  194.126  (m)          636.90   (f) ADJ UNCH    2 0
 GC0433
 GC0433.Superseded values are not recommended for survey control.
 GC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0433.See file dsdata.txt to determine how the superseded data were derived.
 GC0433
 GC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF214253(NAD 83)
 GC0433_MARKER: DB = BENCH MARK DISK
 GC0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0433_STAMPING: F 87 1935
 GC0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0433+STABILITY: SURFACE MOTION
 GC0433
 GC0433  HISTORY     - Date     Condition        Report By
 GC0433  HISTORY     - 1935     MONUMENTED       CGS
 GC0433  HISTORY     - 1950     MARK NOT FOUND   NGS
 GC0433
 GC0433                          STATION DESCRIPTION
 GC0433
 GC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0433'AT BAKERS SIDING.
 GC0433'AT BAKERS SIDING, DAVIDSON COUNTY, ON THE LOUISVILLE AND
 GC0433'NASHVILLE RAILROAD, 125 YARDS SOUTH OF MILEPOST 185, 17 FEET
 GC0433'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SECTION SHED, 16.5
 GC0433'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 0.5 FOOT
 GC0433'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0433'F 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1014 ***********************************************************************
 GC1014  DESIGNATION -  F 88
 GC1014  PID         -  GC1014
 GC1014  STATE/COUNTY-  TN/SUMNER
 GC1014  USGS QUAD   -  FRANKLIN (1994)
 GC1014
 GC1014                         *CURRENT SURVEY CONTROL
 GC1014  ___________________________________________________________________
 GC1014* NAD 83(1986)-  36 37 57.     (N)    086 32 26.     (W)     SCALED    
 GC1014* NAVD 88     -       236.702  (meters)     776.58   (feet)  ADJUSTED  
 GC1014  ___________________________________________________________________
 GC1014  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GC1014  DYNAMIC HT  -         236.505 (meters)     775.93  (feet)  COMP
 GC1014  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GC1014
 GC1014  VERT ORDER  -  SECOND    CLASS 0
 GC1014
 GC1014.The horizontal coordinates were scaled from a topographic map and have
 GC1014.an estimated accuracy of +/- 6 seconds.
 GC1014
 GC1014.The orthometric height was determined by differential leveling
 GC1014.and adjusted by the National Geodetic Survey in June 1991..
 GC1014
 GC1014.The geoid height was determined by GEOID03.
 GC1014
 GC1014.The dynamic height is computed by dividing the NAVD 88
 GC1014.geopotential number by the normal gravity value computed on the
 GC1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1014.degrees latitude (g = 980.6199 gals.).
 GC1014
 GC1014.The modeled gravity was interpolated from observed gravity values.
 GC1014
 GC1014;                    North         East    Units  Estimated Accuracy
 GC1014;SPC TN       -   255,230.      551,650.      MT  (+/- 180 meters Scaled)
 GC1014
 GC1014                          SUPERSEDED SURVEY CONTROL
 GC1014
 GC1014  NGVD 29 (??/??/92)  236.789  (m)          776.87   (f) ADJ UNCH    2 0
 GC1014
 GC1014.Superseded values are not recommended for survey control.
 GC1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1014.See file dsdata.txt to determine how the superseded data were derived.
 GC1014
 GC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF410542(NAD 83)
 GC1014_MARKER: DB = BENCH MARK DISK
 GC1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1014_STAMPING: F 88 1935
 GC1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1014+STABILITY: SURFACE MOTION
 GC1014
 GC1014  HISTORY     - Date     Condition        Report By
 GC1014  HISTORY     - 1935     MONUMENTED       CGS
 GC1014  HISTORY     - 1964     GOOD             NGS
 GC1014
 GC1014                          STATION DESCRIPTION
 GC1014
 GC1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC1014'AT MITCHELLVILLE.
 GC1014'MARK IS LOCATED AT MITCHELLVILLE, SUMNER COUNTY, ON THE LOUISVILLE
 GC1014'AND NASHVILLE RAILROAD OPPOSITE THE NORTH END OF THE STATION,
 GC1014'33 YARDS NORTH OF THE CROSSING OF A DIRT ROAD, 26 FEET NORTHWEST
 GC1014'OF THE NORTHWEST CORNER OF THE J.B. PEARSON AND SON GENERAL
 GC1014'STORE, 23 FEET EAST OF THE RAIL AND LEVEL WITH THE TRACK.  A
 GC1014'STANDARD DISK STAMPED F 88 1935 AND SET IN THE TOP OF A CONCRETE
 GC1014'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1629 ***********************************************************************
 FE1629  DESIGNATION -  F 89
 FE1629  PID         -  FE1629
 FE1629  STATE/COUNTY-  TN/LAUDERDALE
 FE1629  USGS QUAD   -  GOLDDUST (1983)
 FE1629
 FE1629                         *CURRENT SURVEY CONTROL
 FE1629  ___________________________________________________________________
 FE1629* NAD 83(1986)-  35 38 35.     (N)    089 47 26.     (W)     SCALED    
 FE1629* NAVD 88     -        77.329  (meters)     253.70   (feet)  ADJUSTED  
 FE1629  ___________________________________________________________________
 FE1629  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1629  DYNAMIC HT  -          77.264 (meters)     253.49  (feet)  COMP
 FE1629  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 FE1629
 FE1629  VERT ORDER  -  FIRST     CLASS II
 FE1629
 FE1629.The horizontal coordinates were scaled from a topographic map and have
 FE1629.an estimated accuracy of +/- 6 seconds.
 FE1629
 FE1629.The orthometric height was determined by differential leveling
 FE1629.and adjusted by the National Geodetic Survey in June 1991..
 FE1629
 FE1629.The geoid height was determined by GEOID03.
 FE1629
 FE1629.The dynamic height is computed by dividing the NAVD 88
 FE1629.geopotential number by the normal gravity value computed on the
 FE1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1629.degrees latitude (g = 980.6199 gals.).
 FE1629
 FE1629.The modeled gravity was interpolated from observed gravity values.
 FE1629
 FE1629;                    North         East    Units  Estimated Accuracy
 FE1629;SPC TN       -   151,960.      256,800.      MT  (+/- 180 meters Scaled)
 FE1629
 FE1629                          SUPERSEDED SURVEY CONTROL
 FE1629
 FE1629  NGVD 29 (??/??/??)   77.295  (m)          253.59   (f) ADJUSTED    1 2
 FE1629
 FE1629.Superseded values are not recommended for survey control.
 FE1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1629.See file dsdata.txt to determine how the superseded data were derived.
 FE1629
 FE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE473479(NAD 83)
 FE1629_MARKER: DB = BENCH MARK DISK
 FE1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1629_STAMPING: F 89 1957
 FE1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1629+STABILITY: SURFACE MOTION
 FE1629
 FE1629  HISTORY     - Date     Condition        Report By
 FE1629  HISTORY     - 1957     MONUMENTED       CGS
 FE1629  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1629
 FE1629                          STATION DESCRIPTION
 FE1629
 FE1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1629'5.2 MI SW FROM CHERRY.
 FE1629'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1629'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 56 FEET
 FE1629'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 233 FEET SOUTH AND
 FE1629'ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A ONE-STORY FRAME
 FE1629'HOUSE, 75 FEET WEST AND ACROSS A DRIVEWAY FROM THE WEST CORNER
 FE1629'OF A LOW TIN ROOFED BARN, 40 FEET SOUTH OF POWER LINE POLE NO.
 FE1629'79G/310, 16 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY, 8
 FE1629'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE,
 FE1629'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW
 FE1629'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE1629'PROJECTING 4 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK IS
 FE1629'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 FE1629'OFFICE AT FULTON, LAUDERDALE COUNTY, TENNESSEE.
 FE1629
 FE1629                          STATION RECOVERY (2002)
 FE1629
 FE1629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0498 ***********************************************************************
 FD0498  DESIGNATION -  F 9
 FD0498  PID         -  FD0498
 FD0498  STATE/COUNTY-  TN/MAURY
 FD0498  USGS QUAD   -  SPRING HILL (1979)
 FD0498
 FD0498                         *CURRENT SURVEY CONTROL
 FD0498  ___________________________________________________________________
 FD0498* NAD 83(1986)-  35 45 39.     (N)    086 56 25.     (W)     SCALED    
 FD0498* NAVD 88     -       237.174  (meters)     778.13   (feet)  ADJUSTED  
 FD0498  ___________________________________________________________________
 FD0498  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD0498  DYNAMIC HT  -         236.965 (meters)     777.44  (feet)  COMP
 FD0498  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FD0498
 FD0498  VERT ORDER  -  FIRST     CLASS II
 FD0498
 FD0498.The horizontal coordinates were scaled from a topographic map and have
 FD0498.an estimated accuracy of +/- 6 seconds.
 FD0498
 FD0498.The orthometric height was determined by differential leveling
 FD0498.and adjusted by the National Geodetic Survey in June 1991..
 FD0498.WARNING-Repeat measurements at this control monument indicate possible
 FD0498.vertical movement.
 FD0498
 FD0498.The geoid height was determined by GEOID03.
 FD0498
 FD0498.The dynamic height is computed by dividing the NAVD 88
 FD0498.geopotential number by the normal gravity value computed on the
 FD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0498.degrees latitude (g = 980.6199 gals.).
 FD0498
 FD0498.The modeled gravity was interpolated from observed gravity values.
 FD0498
 FD0498;                    North         East    Units  Estimated Accuracy
 FD0498;SPC TN       -   158,790.      514,970.      MT  (+/- 180 meters Scaled)
 FD0498
 FD0498                          SUPERSEDED SURVEY CONTROL
 FD0498
 FD0498  NGVD 29 (??/??/92)  237.134  (m)          778.00   (f) ADJ UNCH    1 2
 FD0498
 FD0498.Superseded values are not recommended for survey control.
 FD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0498.See file dsdata.txt to determine how the superseded data were derived.
 FD0498
 FD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE053574(NAD 83)
 FD0498_MARKER: DB = BENCH MARK DISK
 FD0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0498_SP_SET: BUILDING
 FD0498_STAMPING: 778.279 F 9 1931
 FD0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0498
 FD0498  HISTORY     - Date     Condition        Report By
 FD0498  HISTORY     - 1931     MONUMENTED       CGS
 FD0498  HISTORY     - 1960     GOOD             NGS
 FD0498  HISTORY     - 1963     GOOD             NGS
 FD0498  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0498
 FD0498                          STATION DESCRIPTION
 FD0498
 FD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0498'AT SPRING HILL.
 FD0498'ORIGINAL DESCRIPTION-- AT SPRING HILL, MAURY COUNTY, AT THE
 FD0498'LOUISVILLE AND NASHVILLE RAILROAD STATION, IN THE NORTHWEST WALL
 FD0498'OF THE TICKET OFFICE, 16 INCHES SOUTHWEST OF THE SOUTHWEST FACE
 FD0498'OF THE TICKET WINDOW, 17.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FD0498'OF THE MAIN TRACK, AND 58 INCHES ABOVE THE PAVEMENT.  A STANDARD
 FD0498'DISK, STAMPED 778.279 F 9 1931 AND SET VERTICALLY.
 FD0498
 FD0498                          STATION RECOVERY (1963)
 FD0498
 FD0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0498'RECOVERED IN GOOD CONDITION.
 FD0498
 FD0498                          STATION RECOVERY (1984)
 FD0498
 FD0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0498'THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN SPRING HILL HAS BEEN
 FD0498'TORN DOWN, MARK BELEIVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0356 ***********************************************************************
 FF0356  DESIGNATION -  F 90
 FF0356  PID         -  FF0356
 FF0356  STATE/COUNTY-  TN/SHELBY
 FF0356  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0356
 FF0356                         *CURRENT SURVEY CONTROL
 FF0356  ___________________________________________________________________
 FF0356* NAD 83(1986)-  35 13 38.     (N)    090 00 53.     (W)     SCALED    
 FF0356* NAVD 88     -        72.805  (meters)     238.86   (feet)  POSTED    
 FF0356  ___________________________________________________________________
 FF0356  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0356  DYNAMIC HT  -          72.740 (meters)     238.65  (feet)  COMP
 FF0356  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0356
 FF0356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0356
 FF0356.The horizontal coordinates were scaled from a topographic map and have
 FF0356.an estimated accuracy of +/- 6 seconds.
 FF0356
 FF0356.The orthometric height was determined by differential leveling
 FF0356.and adjusted by the National Geodetic Survey in 1992..
 FF0356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0356.rate of 1.1 thru 2.0 mm/km.
 FF0356
 FF0356.The geoid height was determined by GEOID03.
 FF0356
 FF0356.The dynamic height is computed by dividing the NAVD 88
 FF0356.geopotential number by the normal gravity value computed on the
 FF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0356.degrees latitude (g = 980.6199 gals.).
 FF0356
 FF0356.The modeled gravity was interpolated from observed gravity values.
 FF0356
 FF0356;                    North         East    Units  Estimated Accuracy
 FF0356;SPC TN       -   106,670.      234,620.      MT  (+/- 180 meters Scaled)
 FF0356
 FF0356                          SUPERSEDED SURVEY CONTROL
 FF0356
 FF0356  NGVD 29 (??/??/??)   72.771  (m)          238.75   (f) ADJUSTED    2 0
 FF0356
 FF0356.Superseded values are not recommended for survey control.
 FF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0356.See file dsdata.txt to determine how the superseded data were derived.
 FF0356
 FF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV716023(NAD 83)
 FF0356_MARKER: DB = BENCH MARK DISK
 FF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0356_STAMPING: F 90 1957
 FF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0356+STABILITY: SURFACE MOTION
 FF0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0356+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0356
 FF0356  HISTORY     - Date     Condition        Report By
 FF0356  HISTORY     - 1957     MONUMENTED       CGS
 FF0356  HISTORY     - 19941212 GOOD             TN1620
 FF0356  HISTORY     - 20021022 GOOD             USACE
 FF0356
 FF0356                          STATION DESCRIPTION
 FF0356
 FF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0356'1.8 MI NE FROM FRAYSER.
 FF0356'1.85 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0356'OVERPASS OF U.S. HIGHWAY 51 OVER TRACK AT FRAYSER, AT FELTS,
 FF0356'AT A BLACK TOP ROAD CROSSING, 62 1/2 FEET WEST-NORTHWEST AND
 FF0356'ACROSS ROAD FROM THE WEST-NORTHWEST RAIL, 67 FEET NORTHWEST OF
 FF0356'THE CENTER OF THE INTERSECTION OF TRACK AND ROAD CROSSING, 34
 FF0356'FEET WEST OF THE CENTER LINE OF ROAD PARALLELING TRACK, 41 FEET
 FF0356'NORTH-NORTHWEST OF A TELEPHONE POLE, 4 1/2 FEET WEST OF A FIRE
 FF0356'HYDRANT, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET
 FF0356'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FF0356'POST PROJECTING 3 INCHES.
 FF0356
 FF0356                          STATION RECOVERY (1994)
 FF0356
 FF0356'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0356'RECOVERED IN GOOD CONDITION.
 FF0356
 FF0356                          STATION RECOVERY (2002)
 FF0356
 FF0356'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0291 ***********************************************************************
 FF0291  DESIGNATION -  F 91
 FF0291  PID         -  FF0291
 FF0291  STATE/COUNTY-  TN/SHELBY
 FF0291  USGS QUAD   -  LOCKE (1970)
 FF0291
 FF0291                         *CURRENT SURVEY CONTROL
 FF0291  ___________________________________________________________________
 FF0291* NAD 83(1986)-  35 19 22.     (N)    090 02 40.     (W)     SCALED    
 FF0291* NAVD 88     -       101.855  (meters)     334.17   (feet)  ADJUSTED  
 FF0291  ___________________________________________________________________
 FF0291  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0291  DYNAMIC HT  -         101.764 (meters)     333.87  (feet)  COMP
 FF0291  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0291
 FF0291  VERT ORDER  -  FIRST     CLASS II
 FF0291
 FF0291.The horizontal coordinates were scaled from a topographic map and have
 FF0291.an estimated accuracy of +/- 6 seconds.
 FF0291
 FF0291.The orthometric height was determined by differential leveling
 FF0291.and adjusted by the National Geodetic Survey in June 1991..
 FF0291
 FF0291.The geoid height was determined by GEOID03.
 FF0291
 FF0291.The dynamic height is computed by dividing the NAVD 88
 FF0291.geopotential number by the normal gravity value computed on the
 FF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0291.degrees latitude (g = 980.6199 gals.).
 FF0291
 FF0291.The modeled gravity was interpolated from observed gravity values.
 FF0291
 FF0291;                    North         East    Units  Estimated Accuracy
 FF0291;SPC TN       -   117,380.      232,360.      MT  (+/- 180 meters Scaled)
 FF0291
 FF0291                          SUPERSEDED SURVEY CONTROL
 FF0291
 FF0291  NGVD 29 (??/??/??)  101.820  (m)          334.05   (f) ADJUSTED    1 2
 FF0291
 FF0291.Superseded values are not recommended for survey control.
 FF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0291.See file dsdata.txt to determine how the superseded data were derived.
 FF0291
 FF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV686128(NAD 83)
 FF0291_MARKER: DB = BENCH MARK DISK
 FF0291_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0291_SP_SET: 48 FEET
 FF0291_STAMPING: F 91 1957
 FF0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0291
 FF0291  HISTORY     - Date     Condition        Report By
 FF0291  HISTORY     - 1957     MONUMENTED       CGS
 FF0291  HISTORY     - 19980812 MARK NOT FOUND   TN1620
 FF0291
 FF0291                          STATION DESCRIPTION
 FF0291
 FF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0291'1.2 MI SW FROM LOCKE.
 FF0291'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0291'JETER SCHOOL AT LOCKE, AT PLEASANT VIEW (FORMERLY GILES TOWN),
 FF0291'73 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BENJESTOWN
 FF0291'ROAD, 76 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE
 FF0291'BENJESTOWN ROAD AND A GRAVEL ROAD LEADING NORTHWEST (FOREST
 FF0291'ROAD), 73 FEET NORTH-NORTHEAST OF POWER LINE POLE NO. 42764, 18
 FF0291'3/4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE A.B. HANNAH
 FF0291'RESIDENCE, 21 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE PORCH
 FF0291'OF THE ABOVE RESIDENCE, 17 FEET WEST OF THE CENTER LINE OF A
 FF0291'NORTH-SOUTH GRAVEL DRIVEWAY, 2 FEET ABOVE THE LEVEL OF THE
 FF0291'ROAD, A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 FF0291'GROUND AND PROTECTED BY A 4 INCH TILE FLUSH WITH THE GROUND.
 FF0291'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FF0291
 FF0291                          STATION RECOVERY (1998)
 FF0291
 FF0291'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (RS)
 FF0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1567 ***********************************************************************
 FE1567  DESIGNATION -  F 92
 FE1567  PID         -  FE1567
 FE1567  STATE/COUNTY-  TN/LAUDERDALE
 FE1567  USGS QUAD   -  OPEN LAKE (1983)
 FE1567
 FE1567                         *CURRENT SURVEY CONTROL
 FE1567  ___________________________________________________________________
 FE1567* NAD 83(1986)-  35 50 19.     (N)    089 40 58.     (W)     SCALED    
 FE1567* NAVD 88     -        77.546  (meters)     254.42   (feet)  ADJUSTED  
 FE1567  ___________________________________________________________________
 FE1567  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE1567  DYNAMIC HT  -          77.480 (meters)     254.20  (feet)  COMP
 FE1567  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 FE1567
 FE1567  VERT ORDER  -  FIRST     CLASS II
 FE1567
 FE1567.The horizontal coordinates were scaled from a topographic map and have
 FE1567.an estimated accuracy of +/- 6 seconds.
 FE1567
 FE1567.The orthometric height was determined by differential leveling
 FE1567.and adjusted by the National Geodetic Survey in June 1991..
 FE1567
 FE1567.The geoid height was determined by GEOID03.
 FE1567
 FE1567.The dynamic height is computed by dividing the NAVD 88
 FE1567.geopotential number by the normal gravity value computed on the
 FE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1567.degrees latitude (g = 980.6199 gals.).
 FE1567
 FE1567.The modeled gravity was interpolated from observed gravity values.
 FE1567
 FE1567;                    North         East    Units  Estimated Accuracy
 FE1567;SPC TN       -   173,270.      267,370.      MT  (+/- 180 meters Scaled)
 FE1567
 FE1567                          SUPERSEDED SURVEY CONTROL
 FE1567
 FE1567  NGVD 29 (??/??/??)   77.499  (m)          254.26   (f) ADJUSTED    1 2
 FE1567
 FE1567.Superseded values are not recommended for survey control.
 FE1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1567.See file dsdata.txt to determine how the superseded data were derived.
 FE1567
 FE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE576693(NAD 83)
 FE1567_MARKER: DB = BENCH MARK DISK
 FE1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1567_STAMPING: F 92 1957
 FE1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1567+STABILITY: SURFACE MOTION
 FE1567
 FE1567  HISTORY     - Date     Condition        Report By
 FE1567  HISTORY     - 1957     MONUMENTED       CGS
 FE1567  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1567
 FE1567                          STATION DESCRIPTION
 FE1567
 FE1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1567'5.4 MI SE FROM BARR.
 FE1567'5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1567'STORE AND POST OFFICE AT BARR, 31 FEET SOUTHWEST OF THE CENTER
 FE1567'LINE OF THE ROAD, 117 FEET SOUTH AND ACROSS THE ROAD FROM A
 FE1567'TALL 20-INCH COTTONWOOD TREE, 66 FEET SOUTHEAST OF A 24 INCH
 FE1567'BLAZED AND FORKED WALNUT TREE, 20 FEET NORTHEAST OF A 26 INCH
 FE1567'FORKED WALNUT TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FE1567'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 FE1567'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FE1567
 FE1567                          STATION RECOVERY (2002)
 FE1567
 FE1567'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1316 ***********************************************************************
 FE1316  DESIGNATION -  F 93
 FE1316  PID         -  FE1316
 FE1316  STATE/COUNTY-  TN/TIPTON
 FE1316  USGS QUAD   -  DRUMMONDS (1983)
 FE1316
 FE1316                         *CURRENT SURVEY CONTROL
 FE1316  ___________________________________________________________________
 FE1316* NAD 83(1986)-  35 28 36.     (N)    089 53 15.     (W)     SCALED    
 FE1316* NAVD 88     -       130.203  (meters)     427.17   (feet)  ADJUSTED  
 FE1316  ___________________________________________________________________
 FE1316  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1316  DYNAMIC HT  -         130.089 (meters)     426.80  (feet)  COMP
 FE1316  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 FE1316
 FE1316  VERT ORDER  -  FIRST     CLASS I
 FE1316
 FE1316.The horizontal coordinates were scaled from a topographic map and have
 FE1316.an estimated accuracy of +/- 6 seconds.
 FE1316
 FE1316.The orthometric height was determined by differential leveling
 FE1316.and adjusted by the National Geodetic Survey in June 1991..
 FE1316
 FE1316.The geoid height was determined by GEOID03.
 FE1316
 FE1316.The dynamic height is computed by dividing the NAVD 88
 FE1316.geopotential number by the normal gravity value computed on the
 FE1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1316.degrees latitude (g = 980.6199 gals.).
 FE1316
 FE1316.The modeled gravity was interpolated from observed gravity values.
 FE1316
 FE1316;                    North         East    Units  Estimated Accuracy
 FE1316;SPC TN       -   133,860.      247,290.      MT  (+/- 180 meters Scaled)
 FE1316
 FE1316                          SUPERSEDED SURVEY CONTROL
 FE1316
 FE1316  NGVD 29 (??/??/??)  130.176  (m)          427.09   (f) ADJUSTED    1 1
 FE1316
 FE1316.Superseded values are not recommended for survey control.
 FE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1316.See file dsdata.txt to determine how the superseded data were derived.
 FE1316
 FE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380297(NAD 83)
 FE1316_MARKER: DB = BENCH MARK DISK
 FE1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1316_STAMPING: F93 1957
 FE1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1316+STABILITY: SURFACE MOTION
 FE1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1316+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1316
 FE1316  HISTORY     - Date     Condition        Report By
 FE1316  HISTORY     - 1957     MONUMENTED       CGS
 FE1316  HISTORY     - 1974     GOOD             NGS
 FE1316  HISTORY     - 20021007 GOOD             USACE
 FE1316
 FE1316                          STATION DESCRIPTION
 FE1316
 FE1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1316'3.3 MI S FROM RANDOLPH.
 FE1316'ABOUT 0.05 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM
 FE1316'RANDOLPH METHODIST CHURCH AT RANDOLPH, THENCE 3.25 MILES SOUTH
 FE1316'ALONG ASPHALT ROAD, 0.55 MILE NORTH OF THE POPLAR GROVE ASSEMBLY OF
 FE1316'GOD CHURCH (BRICK AND STONE), 102 FEET NORTHEAST OF THE CENTER OF
 FE1316'JUNCTION WITH A NARROW GRAVEL ROAD LEADING EAST, 44 FEET EAST OF
 FE1316'THE CENTER LINE OF ASPHALT ROAD, 89 FEET NORTH OF THE CENTER LINE
 FE1316'OF GRAVEL ROAD, 79 FEET NORTH OF TELEPHONE POLE PEDESTAL-A22-4-17,
 FE1316'35.9 FEET WEST OF THE NORTHWEST CORNER OF A SMALL FRAME HOUSE
 FE1316'WITH IMITATION BRICK SIDING, WITNESS POST IN A YARD, 2 FEET ABOVE
 FE1316'ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1316
 FE1316                          STATION RECOVERY (2002)
 FE1316
 FE1316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1316'MARK IS AT INTERSECTION OF GLANSPRINGS ROAD AND GRIMES RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0908 ***********************************************************************
 GD0908  DESIGNATION -  F 95
 GD0908  PID         -  GD0908
 GD0908  STATE/COUNTY-  TN/DYER
 GD0908  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0908
 GD0908                         *CURRENT SURVEY CONTROL
 GD0908  ___________________________________________________________________
 GD0908* NAD 83(1986)-  36 00 08.     (N)    089 39 20.     (W)     SCALED    
 GD0908* NAVD 88     -        79.906  (meters)     262.16   (feet)  ADJUSTED  
 GD0908  ___________________________________________________________________
 GD0908  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0908  DYNAMIC HT  -          79.840 (meters)     261.94  (feet)  COMP
 GD0908  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GD0908
 GD0908  VERT ORDER  -  FIRST     CLASS II
 GD0908
 GD0908.The horizontal coordinates were scaled from a topographic map and have
 GD0908.an estimated accuracy of +/- 6 seconds.
 GD0908
 GD0908.The orthometric height was determined by differential leveling
 GD0908.and adjusted by the National Geodetic Survey in June 1991..
 GD0908
 GD0908.The geoid height was determined by GEOID03.
 GD0908
 GD0908.The dynamic height is computed by dividing the NAVD 88
 GD0908.geopotential number by the normal gravity value computed on the
 GD0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0908.degrees latitude (g = 980.6199 gals.).
 GD0908
 GD0908.The modeled gravity was interpolated from observed gravity values.
 GD0908
 GD0908;                    North         East    Units  Estimated Accuracy
 GD0908;SPC TN       -   191,320.      270,500.      MT  (+/- 180 meters Scaled)
 GD0908
 GD0908                          SUPERSEDED SURVEY CONTROL
 GD0908
 GD0908  NGVD 29 (??/??/??)   79.849  (m)          261.97   (f) ADJUSTED    1 2
 GD0908
 GD0908.Superseded values are not recommended for survey control.
 GD0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0908.See file dsdata.txt to determine how the superseded data were derived.
 GD0908
 GD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE606874(NAD 83)
 GD0908_MARKER: DB = BENCH MARK DISK
 GD0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0908_STAMPING: F 95 1957
 GD0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0908+STABILITY: SURFACE MOTION
 GD0908
 GD0908  HISTORY     - Date     Condition        Report By
 GD0908  HISTORY     - 1957     MONUMENTED       CGS
 GD0908  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0908
 GD0908                          STATION DESCRIPTION
 GD0908
 GD0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0908'1.8 MI E FROM MIDWAY.
 GD0908'ABOUT 1.85 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0908'BAPTIST CHURCH AT MIDWAY, ABOUT 0.4 MILE WEST OF WEST END OF
 GD0908'BRIDGE OVER OBION RIVER, 30 1/2 FEET NORTH OF NORTH EDGE OF
 GD0908'PAVEMENT OF ROAD, 95 FEET EAST-NORTHEAST OF CENTER OF JUNCTION OF
 GD0908'PAVED ROAD AND A GRAVEL ROAD SOUTH, 82 FEET NORTHEAST AND
 GD0908'ACROSS ROAD FROM TELEPHONE POLE NO. 134, 18 FEET WEST OF CENTER
 GD0908'LINE OF DRIVE TO HOUSE, 5 FEET WEST OF A SMALL PECAN TREE,
 GD0908'2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 GD0908'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GD0908
 GD0908                          STATION RECOVERY (2002)
 GD0908
 GD0908'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0908'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0876 ***********************************************************************
 GD0876  DESIGNATION -  F 96
 GD0876  PID         -  GD0876
 GD0876  STATE/COUNTY-  TN/DYER
 GD0876  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0876
 GD0876                         *CURRENT SURVEY CONTROL
 GD0876  ___________________________________________________________________
 GD0876* NAD 83(1986)-  36 06 15.     (N)    089 34 36.     (W)     SCALED    
 GD0876* NAVD 88     -        81.912  (meters)     268.74   (feet)  ADJUSTED  
 GD0876  ___________________________________________________________________
 GD0876  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0876  DYNAMIC HT  -          81.843 (meters)     268.51  (feet)  COMP
 GD0876  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GD0876
 GD0876  VERT ORDER  -  FIRST     CLASS II
 GD0876
 GD0876.The horizontal coordinates were scaled from a topographic map and have
 GD0876.an estimated accuracy of +/- 6 seconds.
 GD0876
 GD0876.The orthometric height was determined by differential leveling
 GD0876.and adjusted by the National Geodetic Survey in June 1991..
 GD0876
 GD0876.The geoid height was determined by GEOID03.
 GD0876
 GD0876.The dynamic height is computed by dividing the NAVD 88
 GD0876.geopotential number by the normal gravity value computed on the
 GD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0876.degrees latitude (g = 980.6199 gals.).
 GD0876
 GD0876.The modeled gravity was interpolated from observed gravity values.
 GD0876
 GD0876;                    North         East    Units  Estimated Accuracy
 GD0876;SPC TN       -   202,360.      278,020.      MT  (+/- 180 meters Scaled)
 GD0876
 GD0876                          SUPERSEDED SURVEY CONTROL
 GD0876
 GD0876  NGVD 29 (??/??/??)   81.842  (m)          268.51   (f) ADJUSTED    1 2
 GD0876
 GD0876.Superseded values are not recommended for survey control.
 GD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0876.See file dsdata.txt to determine how the superseded data were derived.
 GD0876
 GD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE680985(NAD 83)
 GD0876_MARKER: DB = BENCH MARK DISK
 GD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0876_STAMPING: F 96 1957
 GD0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0876+STABILITY: SURFACE MOTION
 GD0876
 GD0876  HISTORY     - Date     Condition        Report By
 GD0876  HISTORY     - 1957     MONUMENTED       CGS
 GD0876  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0876
 GD0876                          STATION DESCRIPTION
 GD0876
 GD0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0876'4.1 MI S FROM TENNEMO.
 GD0876'ABOUT 3.2 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF
 GD0876'LEVEE FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO, THENCE
 GD0876'ABOUT 0.15 MILE WEST ALONG A GRAVEL ROAD FOLLOWING TOP OF A LEVEE,
 GD0876'THENCE 0.75 MILE SOUTH ALONG GRAVEL ROAD FOLLOWING TOP OF LEVEE,
 GD0876'AT CROSSING OF AN EAST-WEST GRAVEL ROAD AND LEVEE, 32 FEET SOUTH
 GD0876'OF CENTER LINE OF GRAVEL ROAD, 252 FEET EAST OF CENTER LINE OF
 GD0876'INTERSECTION OF ROAD AND LEVEE, 27 FEET NORTHWEST OF A 30-INCH
 GD0876'SWEET GUM TREE, 24 FEET NORTH OF NORTHWEST CORNER OF A MACHINE
 GD0876'SHED, 1 FOOT EAST OF A FENCE LINE, 12 FEET SOUTH OF A FENCE CORNER,
 GD0876'2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW
 GD0876'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0876'2 INCHES.
 GD0876
 GD0876                          STATION RECOVERY (2002)
 GD0876
 GD0876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0942 ***********************************************************************
 GA0942  DESIGNATION -  F 97
 GA0942  PID         -  GA0942
 GA0942  STATE/COUNTY-  TN/WASHINGTON
 GA0942  USGS QUAD   -  LEESBURG (1971)
 GA0942
 GA0942                         *CURRENT SURVEY CONTROL
 GA0942  ___________________________________________________________________
 GA0942* NAD 83(1986)-  36 21 50.     (N)    082 36 12.     (W)     SCALED    
 GA0942* NAVD 88     -       571.315  (meters)    1874.39   (feet)  ADJUSTED  
 GA0942  ___________________________________________________________________
 GA0942  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0942  DYNAMIC HT  -         570.777 (meters)    1872.62  (feet)  COMP
 GA0942  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 GA0942
 GA0942  VERT ORDER  -  SECOND    CLASS 0
 GA0942
 GA0942.The horizontal coordinates were scaled from a topographic map and have
 GA0942.an estimated accuracy of +/- 6 seconds.
 GA0942
 GA0942.The orthometric height was determined by differential leveling
 GA0942.and adjusted by the National Geodetic Survey in June 1991..
 GA0942
 GA0942.The geoid height was determined by GEOID03.
 GA0942
 GA0942.The dynamic height is computed by dividing the NAVD 88
 GA0942.geopotential number by the normal gravity value computed on the
 GA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0942.degrees latitude (g = 980.6199 gals.).
 GA0942
 GA0942.The modeled gravity was interpolated from observed gravity values.
 GA0942
 GA0942;                    North         East    Units  Estimated Accuracy
 GA0942;SPC TN       -   230,580.      904,780.      MT  (+/- 180 meters Scaled)
 GA0942
 GA0942                          SUPERSEDED SURVEY CONTROL
 GA0942
 GA0942  NGVD 29 (??/??/92)  571.455  (m)         1874.85   (f) ADJ UNCH    2 0
 GA0942
 GA0942.Superseded values are not recommended for survey control.
 GA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0942.See file dsdata.txt to determine how the superseded data were derived.
 GA0942
 GA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA561255(NAD 83)
 GA0942_MARKER: DB = BENCH MARK DISK
 GA0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0942_STAMPING: F 97 1935
 GA0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0942+STABILITY: SURFACE MOTION
 GA0942
 GA0942  HISTORY     - Date     Condition        Report By
 GA0942  HISTORY     - 1935     MONUMENTED       CGS
 GA0942
 GA0942                          STATION DESCRIPTION
 GA0942
 GA0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0942'4.7 MI S FROM FALL BRANCH.
 GA0942'4.7 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0942'FALL BRANCH, WASHINGTON COUNTY, AT A ROAD JUNCTION, 36 FEET WEST
 GA0942'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTERLINE
 GA0942'OF THE ROAD, 6 INCHES NORTH OF A WIRE FENCE, AND 1 FOOT LOWER THAN
 GA0942'THE HIGHWAY.  A STANDARD DISK, STAMPED F 97 1935 AND SET IN THE
 GA0942'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0807 ***********************************************************************
 GA0807  DESIGNATION -  F 98
 GA0807  PID         -  GA0807
 GA0807  STATE/COUNTY-  TN/WASHINGTON
 GA0807  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0807
 GA0807                         *CURRENT SURVEY CONTROL
 GA0807  ___________________________________________________________________
 GA0807* NAD 83(1986)-  36 24 29.     (N)    082 35 20.     (W)     SCALED    
 GA0807* NAVD 88     -       570.967  (meters)    1873.25   (feet)  ADJUSTED  
 GA0807  ___________________________________________________________________
 GA0807  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0807  DYNAMIC HT  -         570.434 (meters)    1871.50  (feet)  COMP
 GA0807  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 GA0807
 GA0807  VERT ORDER  -  SECOND    CLASS 0
 GA0807
 GA0807.The horizontal coordinates were scaled from a topographic map and have
 GA0807.an estimated accuracy of +/- 6 seconds.
 GA0807
 GA0807.The orthometric height was determined by differential leveling
 GA0807.and adjusted by the National Geodetic Survey in June 1991..
 GA0807
 GA0807.The geoid height was determined by GEOID03.
 GA0807
 GA0807.The dynamic height is computed by dividing the NAVD 88
 GA0807.geopotential number by the normal gravity value computed on the
 GA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0807.degrees latitude (g = 980.6199 gals.).
 GA0807
 GA0807.The modeled gravity was interpolated from observed gravity values.
 GA0807
 GA0807;                    North         East    Units  Estimated Accuracy
 GA0807;SPC TN       -   235,530.      905,900.      MT  (+/- 180 meters Scaled)
 GA0807
 GA0807                          SUPERSEDED SURVEY CONTROL
 GA0807
 GA0807  NGVD 29 (??/??/92)  571.113  (m)         1873.73   (f) ADJ UNCH    2 0
 GA0807
 GA0807.Superseded values are not recommended for survey control.
 GA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0807.See file dsdata.txt to determine how the superseded data were derived.
 GA0807
 GA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA575303(NAD 83)
 GA0807_MARKER: DB = BENCH MARK DISK
 GA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0807_STAMPING: F 98 1935
 GA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0807+STABILITY: SURFACE MOTION
 GA0807
 GA0807  HISTORY     - Date     Condition        Report By
 GA0807  HISTORY     - 1935     MONUMENTED       CGS
 GA0807
 GA0807                          STATION DESCRIPTION
 GA0807
 GA0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0807'6.8 MI SW FROM FORDTOWN.
 GA0807'IN WASHINGTON COUNTY, 6.8 MILES SOUTHWEST ALONG THE GREENEVILLE
 GA0807'ROAD FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT
 GA0807'FORDTOWN, SULLIVAN COUNTY, 56 YARDS NORTHWEST OF A T-ROAD JUNCTION,
 GA0807'AT THE BAXTER RESIDENCE, 13 YARDS EAST OF THE SOUTHEAST CORNER
 GA0807'OF THE HOUSE, 10 YARDS SOUTHWEST OF THE ROAD, 1 FOOT SOUTH OF A
 GA0807'WIRE FENCE, AND 1 FOOT HIGHER THEN THE ROAD.  A STANDARD DISK,
 GA0807'STAMPED F 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0789 ***********************************************************************
 GA0789  DESIGNATION -  F 99
 GA0789  PID         -  GA0789
 GA0789  STATE/COUNTY-  TN/GREENE
 GA0789  USGS QUAD   -  MOSHEIM (1971)
 GA0789
 GA0789                         *CURRENT SURVEY CONTROL
 GA0789  ___________________________________________________________________
 GA0789* NAD 83(1986)-  36 13 52.     (N)    082 54 08.     (W)     SCALED    
 GA0789* NAVD 88     -       371.820  (meters)    1219.88   (feet)  ADJUSTED  
 GA0789  ___________________________________________________________________
 GA0789  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0789  DYNAMIC HT  -         371.473 (meters)    1218.74  (feet)  COMP
 GA0789  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA0789
 GA0789  VERT ORDER  -  SECOND    CLASS 0
 GA0789
 GA0789.The horizontal coordinates were scaled from a topographic map and have
 GA0789.an estimated accuracy of +/- 6 seconds.
 GA0789
 GA0789.The orthometric height was determined by differential leveling
 GA0789.and adjusted by the National Geodetic Survey in June 1991..
 GA0789
 GA0789.The geoid height was determined by GEOID03.
 GA0789
 GA0789.The dynamic height is computed by dividing the NAVD 88
 GA0789.geopotential number by the normal gravity value computed on the
 GA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0789.degrees latitude (g = 980.6199 gals.).
 GA0789
 GA0789.The modeled gravity was interpolated from observed gravity values.
 GA0789
 GA0789;                    North         East    Units  Estimated Accuracy
 GA0789;SPC TN       -   214,970.      878,440.      MT  (+/- 180 meters Scaled)
 GA0789
 GA0789                          SUPERSEDED SURVEY CONTROL
 GA0789
 GA0789  NGVD 29 (??/??/92)  371.960  (m)         1220.34   (f) ADJ UNCH    2 0
 GA0789
 GA0789.Superseded values are not recommended for survey control.
 GA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0789.See file dsdata.txt to determine how the superseded data were derived.
 GA0789
 GA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA290112(NAD 83)
 GA0789_MARKER: DB = BENCH MARK DISK
 GA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0789_STAMPING: F 99 1935
 GA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0789+STABILITY: SURFACE MOTION
 GA0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0789+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0789
 GA0789  HISTORY     - Date     Condition        Report By
 GA0789  HISTORY     - 1935     MONUMENTED       CGS
 GA0789  HISTORY     - 1950     GOOD             TVA
 GA0789  HISTORY     - 20041214 GOOD             TVA
 GA0789
 GA0789                          STATION DESCRIPTION
 GA0789
 GA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0789'7.1 MI NW FROM GREENEVILLE.
 GA0789'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0789'AT GREENEVILLE, GREENE COUNTY, AT THE GUS PATTERSON PROPERTY, 40
 GA0789'YARDS SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 8 YARDS SOUTHEAST
 GA0789'OF THE CENTERLINE OF THE HIGHWAY, 5 YARDS SOUTHWEST OF THE SOUTH
 GA0789'CORNER OF A GARAGE, 1 YARD NORTHWEST OF A WIRE FENCE LINE, AND
 GA0789'6 INCHES HIGHER THAN THE HIGHWAY, 1.4 FEET NORTHWEST OF STEEL
 GA0789'WITNESS POST.  A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE
 GA0789'TOP OF A CONCRETE POST.
 GA0789
 GA0789                          STATION RECOVERY (1950)
 GA0789
 GA0789'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0789'RECOVERED IN GOOD CONDITION.
 GA0789
 GA0789                          STATION RECOVERY (2004)
 GA0789
 GA0789'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2794 ***********************************************************************
 FE2794  SACS        -  This is a Secondary Airport Control Station.
 FE2794  DESIGNATION -  FAA 2M8 A
 FE2794  PID         -  FE2794
 FE2794  STATE/COUNTY-  TN/SHELBY
 FE2794  USGS QUAD   -  MILLINGTON (1997)
 FE2794
 FE2794                         *CURRENT SURVEY CONTROL
 FE2794  ___________________________________________________________________
 FE2794* NAD 83(1995)-  35 16 45.68598(N)    089 55 54.44769(W)     ADJUSTED  
 FE2794* NAVD 88     -        73.95   (meters)     242.6    (feet)  GPS OBS   
 FE2794  ___________________________________________________________________
 FE2794  X           -       6,205.480 (meters)                     COMP
 FE2794  Y           -  -5,212,622.696 (meters)                     COMP
 FE2794  Z           -   3,663,238.208 (meters)                     COMP
 FE2794  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FE2794  ELLIP HEIGHT-          46.66  (meters)          (02/20/01) GPS OBS
 FE2794  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2794
 FE2794  HORZ ORDER  -  FIRST
 FE2794  ELLP ORDER  -  SECOND    CLASS I
 FE2794
 FE2794.This mark is at Charles W Baker Airport (2M8)
 FE2794
 FE2794.The horizontal coordinates were established by GPS observations
 FE2794.and adjusted by the National Geodetic Survey in February 2001..
 FE2794
 FE2794.The orthometric height was determined by GPS observations and a
 FE2794.high-resolution geoid model.
 FE2794
 FE2794.GPS derived orthometric heights for airport stations designated as
 FE2794.PACS or SACS are published to 2 decimal places.  This maintains
 FE2794.centimeter relative accuracy between the PACS and SACS.  It does
 FE2794.not indicate centimeter accuracy relative to other marks which are
 FE2794.part of the NAVD 88 network.
 FE2794
 FE2794.Photographs are available for this station.
 FE2794
 FE2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2794
 FE2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2794
 FE2794.The ellipsoidal height was determined by GPS observations
 FE2794.and is referenced to NAD 83.
 FE2794
 FE2794.The geoid height was determined by GEOID03.
 FE2794
 FE2794;                    North         East     Units Scale Factor Converg.
 FE2794;SPC TN       -   112,145.821   242,396.142   MT  0.99999495   -2 18 06.6
 FE2794;SPC TN       -   367,931.75    795,261.34   sFT  0.99999495   -2 18 06.6
 FE2794;UTM  16      - 3,907,965.799   233,342.593   MT  1.00047639   -1 41 39.5
 FE2794;UTM  15      - 3,908,341.487   779,069.020   MT  1.00055989   +1 46 23.6
 FE2794
 FE2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2794!SPC TN       -   0.99999268  x   0.99999495  =   0.99998763
 FE2794!UTM  16      -   0.99999268  x   1.00047639  =   1.00046906
 FE2794!UTM  15      -   0.99999268  x   1.00055989  =   1.00055256
 FE2794
 FE2794:                Primary Azimuth Mark                     Grid Az
 FE2794:SPC TN       -  2M8 A                                    007 18 39.2
 FE2794:UTM  16      -  2M8 A                                    006 42 12.1
 FE2794:UTM  15      -  2M8 A                                    003 14 09.0
 FE2794
 FE2794|---------------------------------------------------------------------|
 FE2794| PID    Reference Object                     Distance      Geod. Az  |
 FE2794|                                                           dddmmss.s |
 FE2794| AI9820 2M8 A                               468.290 METERS 0050032.6 |
 FE2794| FE2795 FAA 2M8 B                           APPROX. 0.5 KM 1850347.5 |
 FE2794|---------------------------------------------------------------------|
 FE2794
 FE2794                          SUPERSEDED SURVEY CONTROL
 FE2794
 FE2794  NAD 83(1995)-  35 16 45.68561(N)    089 55 54.44704(W) AD(       ) 3
 FE2794  ELLIP H (04/12/99)   46.68   (m)                       GP(       ) 4 1
 FE2794  NAD 83(1995)-  35 16 45.68461(N)    089 55 54.44527(W) AD(       ) 3
 FE2794  NAD 83(1995)-  35 16 45.68463(N)    089 55 54.44529(W) AD(       ) 3
 FE2794  NGVD 29 (05/21/91)   74.0    (m)          243.     (f) GPS OBS        
 FE2794
 FE2794.Superseded values are not recommended for survey control.
 FE2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2794.See file dsdata.txt to determine how the superseded data were derived.
 FE2794
 FE2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3334307966(NAD 83)
 FE2794_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2794_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FE2794_SP_SET: HEAD WALL OF CULVERT
 FE2794_STAMPING: FAA 2M8 A 1991
 FE2794_MARK LOGO: NGS   
 FE2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2794+STABILITY: SURFACE MOTION
 FE2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2794+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 FE2794
 FE2794  HISTORY     - Date     Condition        Report By
 FE2794  HISTORY     - 1991     MONUMENTED       NGS
 FE2794  HISTORY     - 1999     GOOD             LOWE
 FE2794  HISTORY     - 20060111 GOOD             AERODA
 FE2794
 FE2794                          STATION DESCRIPTION
 FE2794
 FE2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FE2794'THE STATION IS LOCATED ABOUT 6.05 KM (3.76 MI) NORTHEAST OF NORTH
 FE2794'MEMPHIS, 13.67 KM (8.49 MI) SOUTHEAST OF MILLINGTON, AT THE CHARLES
 FE2794'W. BAKER AIRPORT AND ON THE WEST SIDE OF THE TAXIWAY.
 FE2794'OWNERSHIP--MEMPHIS/SHELBY COUNTY AIRPORT AUTHORITY, P.O. BOX 38168,
 FE2794'MEMPHIS, TN 38053, PHONE 901-922-8000, AIRPORT MANAGER IS KEITH
 FE2794'WILSON, PHONE 901-873-3838.
 FE2794'TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAYS 51 AND 388,
 FE2794'ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51 FOR 5.0 KM
 FE2794'(3.1 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT WITH AIRPORT SIGN
 FE2794'(CHARLES W. BAKER AIRPORT), TURN RIGHT, EAST, ON FITE ROAD FOR 4.6 KM
 FE2794'(2.9 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT (BLUE SKY DRIVE),
 FE2794'TURN LEFT, NORTH, ON BLUE SKY DRIVE FOR 0.56 KM (0.35 MI) TO THE
 FE2794'PARKING LOT ON THE RIGHT, TURN RIGHT, EAST, THRU THE PARKING LOT TO A
 FE2794'GATE AND THE AIRPORT OFFICE ON THE LEFT, PASS THRU THE GATE AND ONTO
 FE2794'THE APRON, CONTINUE EAST ACROSS THE APRON TO THE JUNCTION OF THE
 FE2794'TAXIWAY, TURN LEFT, NORTH, ON THE TAXIWAY FOR 0.32 KM (0.20 MI) TO
 FE2794'THE STATION ON THE RIGHT.
 FE2794'THE STATION IS LOCATED 38.5 M (126.3 FT) NORTH OF THE CENTER OF THE
 FE2794'TAXIWAY APPROACH TO THE CENTER OF THE RUNWAY, 36.5 M (119.8 FT) WEST
 FE2794'OF THE CENTER OF THE RUNWAY, 24.7 M (81.0 FT) EAST OF THE CENTER OF
 FE2794'THE TAXIWAY AND 0.6 M (2.0 FT) NORTHEAST OF A FIBERGLASS WITNESS
 FE2794'POST.
 FE2794
 FE2794                          STATION RECOVERY (1999)
 FE2794
 FE2794'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2794'RECOVERED 1999
 FE2794'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2794'SECONDARY AIRPORT CONTROL STATION.
 FE2794' 
 FE2794' 
 FE2794' 
 FE2794'
 FE2794
 FE2794                          STATION RECOVERY (2006)
 FE2794
 FE2794'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 FE2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2795 ***********************************************************************
 FE2795  DESIGNATION -  FAA 2M8 B
 FE2795  PID         -  FE2795
 FE2795  STATE/COUNTY-  TN/SHELBY
 FE2795  USGS QUAD   -  MILLINGTON (1997)
 FE2795
 FE2795                         *CURRENT SURVEY CONTROL
 FE2795  ___________________________________________________________________
 FE2795* NAD 83(1995)-  35 16 28.00014(N)    089 55 56.35848(W)     ADJUSTED  
 FE2795* NAVD 88     -        73.0    (meters)     240.     (feet)  VERTCON   
 FE2795  ___________________________________________________________________
 FE2795  X           -       6,157.562 (meters)                     COMP
 FE2795  Y           -  -5,212,936.784 (meters)                     COMP
 FE2795  Z           -   3,662,792.713 (meters)                     COMP
 FE2795  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2795  ELLIP HEIGHT-          45.74  (meters)          (04/12/99) GPS OBS
 FE2795  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2795
 FE2795  HORZ ORDER  -  THIRD
 FE2795  ELLP ORDER  -  FOURTH    CLASS I
 FE2795
 FE2795.This mark is at Charles W Baker Airport (2M8)
 FE2795
 FE2795.The horizontal coordinates were established by GPS observations
 FE2795.and adjusted by the National Geodetic Survey in April 1999..
 FE2795
 FE2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2795
 FE2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2795
 FE2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2795
 FE2795.The ellipsoidal height was determined by GPS observations
 FE2795.and is referenced to NAD 83.
 FE2795
 FE2795.The geoid height was determined by GEOID03.
 FE2795
 FE2795;                    North         East     Units Scale Factor Converg.
 FE2795;SPC TN       -   111,603.157   242,325.999   MT  0.99999578   -2 18 07.7
 FE2795;SPC TN       -   366,151.36    795,031.22   sFT  0.99999578   -2 18 07.7
 FE2795;UTM  16      - 3,907,422.159   233,278.178   MT  1.00047682   -1 41 39.8
 FE2795;UTM  15      - 3,907,794.902   779,037.599   MT  1.00055968   +1 46 21.8
 FE2795
 FE2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2795!SPC TN       -   0.99999282  x   0.99999578  =   0.99998860
 FE2795!UTM  16      -   0.99999282  x   1.00047682  =   1.00046964
 FE2795!UTM  15      -   0.99999282  x   1.00055968  =   1.00055250
 FE2795
 FE2795:                Primary Azimuth Mark                     Grid Az
 FE2795:SPC TN       -  FAA 2M8 A                                007 21 54.1
 FE2795:UTM  16      -  FAA 2M8 A                                006 45 26.2
 FE2795:UTM  15      -  FAA 2M8 A                                003 17 24.6
 FE2795
 FE2795|---------------------------------------------------------------------|
 FE2795| PID    Reference Object                     Distance      Geod. Az  |
 FE2795|                                                           dddmmss.s |
 FE2795| FE2794 FAA 2M8 A                           APPROX. 0.5 KM 0050346.4 |
 FE2795|---------------------------------------------------------------------|
 FE2795
 FE2795                          SUPERSEDED SURVEY CONTROL
 FE2795
 FE2795  NAD 83(1995)-  35 16 27.99912(N)    089 55 56.35670(W) AD(       ) 3
 FE2795  NAD 83(1995)-  35 16 27.99914(N)    089 55 56.35672(W) AD(       ) 3
 FE2795  NGVD 29 (05/21/91)   73.0    (m)          240.     (f) GPS OBS        
 FE2795
 FE2795.Superseded values are not recommended for survey control.
 FE2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2795.See file dsdata.txt to determine how the superseded data were derived.
 FE2795
 FE2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3327807422(NAD 83)
 FE2795_MARKER: DZ = AZIMUTH MARK DISK
 FE2795_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FE2795_SP_SET: HEAD WALL OF CULVERT
 FE2795_STAMPING: FAA 2M8 B 1991
 FE2795_MARK LOGO: NGS   
 FE2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2795+STABILITY: SURFACE MOTION
 FE2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2795+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FE2795
 FE2795  HISTORY     - Date     Condition        Report By
 FE2795  HISTORY     - 1991     MONUMENTED       NGS
 FE2795
 FE2795                          STATION DESCRIPTION
 FE2795
 FE2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FE2795'THE STATION IS LOCATED ABOUT 6.05 KM (3.76 MI) NORTHEAST OF NORTH
 FE2795'MEMPHIS, 13.67 KM (8.49 MI) SOUTHEAST OF MILLINGTON, AT THE CHARLES
 FE2795'W. BAKER AIRPORT AND ON THE WEST SIDE OF THE TAXIWAY NEAR THE SOUTH
 FE2795'END OF RUNWAY 36.  OWNERSHIP--MEMPHIS/SHELBY COUNTY AIRPORT
 FE2795'AUTHORITY, P.O. BOX 38168, MEMPHIS, TN 38053, PHONE 901-922-8000,
 FE2795'AIRPORT MANAGER IS KEITH WILSON, PHONE 901-873-3838.
 FE2795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 388,
 FE2795'ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51 FOR 5.0 KM
 FE2795'(3.1 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT WITH AIRPORT SIGN
 FE2795'(CHARLES W. BAKER AIRPORT), TURN RIGHT, EAST, ON FITE ROAD FOR 4.6 KM
 FE2795'(2.9 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT (BLUE SKY DRIVE),
 FE2795'TURN LEFT, NORTH, ON BLUE SKY DRIVE FOR 0.56 KM (0.35 MI) TO THE
 FE2795'PARKING LOT ON THE RIGHT, TURN RIGHT, EAST, THRU THE PARKING LOT TO A
 FE2795'GATE AND THE AIRPORT OFFICE ON THE LEFT, PASS THRU THE GATE AND ONTO
 FE2795'THE APRON, CONTINUE EAST ACROSS THE APRON TO THE JUNCTION OF THE
 FE2795'TAXIWAY, TURN RIGHT, SOUTH, ON THE TAXIWAY FOR 0.32 KM (0.20 MI) TO
 FE2795'THE STATION ON THE LEFT.
 FE2795'THE STATION IS LOCATED 44.3 M (145.3 FT) WEST OF THE CENTER OF THE
 FE2795'RUNWAY, 27.5 M (90.2 FT) EAST OF THE CENTER OF THE TAXIWAY AND 0.8 M
 FE2795'(2.6 FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1926 ***********************************************************************
 GD1926  SACS        -  This is a Secondary Airport Control Station.
 GD1926  DESIGNATION -  FAA HZD A
 GD1926  PID         -  GD1926
 GD1926  STATE/COUNTY-  TN/CARROLL
 GD1926  USGS QUAD   -  HUNTINGDON (1983)
 GD1926
 GD1926                         *CURRENT SURVEY CONTROL
 GD1926  ___________________________________________________________________
 GD1926* NAD 83(1995)-  36 05 10.37305(N)    088 27 53.65980(W)     ADJUSTED  
 GD1926* NAVD 88     -       145.65   (meters)     477.9    (feet)  GPS OBS   
 GD1926  ___________________________________________________________________
 GD1926  X           -     138,244.971 (meters)                     COMP
 GD1926  Y           -  -5,158,612.724 (meters)                     COMP
 GD1926  Z           -   3,735,995.900 (meters)                     COMP
 GD1926  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1926  ELLIP HEIGHT-         117.32  (meters)          (02/20/01) GPS OBS
 GD1926  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1926
 GD1926  HORZ ORDER  -  FIRST
 GD1926  ELLP ORDER  -  SECOND    CLASS I
 GD1926
 GD1926.This mark is at Carroll County Airport (HZD)
 GD1926
 GD1926.The horizontal coordinates were established by GPS observations
 GD1926.and adjusted by the National Geodetic Survey in February 2001..
 GD1926
 GD1926.The orthometric height was determined by GPS observations and a
 GD1926.high-resolution geoid model.
 GD1926
 GD1926.GPS derived orthometric heights for airport stations designated as
 GD1926.PACS or SACS are published to 2 decimal places.  This maintains
 GD1926.centimeter relative accuracy between the PACS and SACS.  It does
 GD1926.not indicate centimeter accuracy relative to other marks which are
 GD1926.part of the NAVD 88 network.
 GD1926
 GD1926.Photographs are available for this station.
 GD1926
 GD1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1926
 GD1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1926
 GD1926.The ellipsoidal height was determined by GPS observations
 GD1926.and is referenced to NAD 83.
 GD1926
 GD1926.The geoid height was determined by GEOID03.
 GD1926
 GD1926;                    North         East     Units Scale Factor Converg.
 GD1926;SPC TN       -   197,276.805   378,029.966   MT  0.99995805   -1 26 35.0
 GD1926;SPC TN       -   647,232.32  1,240,253.31   sFT  0.99995805   -1 26 35.0
 GD1926;UTM  16      - 3,994,504.198   368,110.967   MT  0.99981433   -0 51 46.6
 GD1926
 GD1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1926!SPC TN       -   0.99998159  x   0.99995805  =   0.99993964
 GD1926!UTM  16      -   0.99998159  x   0.99981433  =   0.99979592
 GD1926
 GD1926:                Primary Azimuth Mark                     Grid Az
 GD1926:SPC TN       -  FAA HZD B                                015 14 08.6
 GD1926:UTM  16      -  FAA HZD B                                014 39 20.2
 GD1926
 GD1926|---------------------------------------------------------------------|
 GD1926| PID    Reference Object                     Distance      Geod. Az  |
 GD1926|                                                           dddmmss.s |
 GD1926| GD1927 FAA HZD B                           APPROX. 0.6 KM 0134733.6 |
 GD1926|---------------------------------------------------------------------|
 GD1926
 GD1926                          SUPERSEDED SURVEY CONTROL
 GD1926
 GD1926  NAD 83(1995)-  36 05 10.37278(N)    088 27 53.66004(W) AD(       ) 3
 GD1926  ELLIP H (04/12/99)  117.30   (m)                       GP(       ) 4 1
 GD1926  NAD 83(1995)-  36 05 10.37301(N)    088 27 53.66051(W) AD(       ) 3
 GD1926  NAD 83(1995)-  36 05 10.37328(N)    088 27 53.66173(W) AD(       ) 3
 GD1926  NGVD 29 (05/21/91)  145.6    (m)          478.     (f) GPS OBS        
 GD1926
 GD1926.Superseded values are not recommended for survey control.
 GD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1926.See file dsdata.txt to determine how the superseded data were derived.
 GD1926
 GD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6811194504(NAD 83)
 GD1926_MARKER: DH = HORIZONTAL CONTROL DISK
 GD1926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GD1926_SP_SET: HEADWALL OF CULVERT
 GD1926_STAMPING: FAA HZD A 1990
 GD1926_MARK LOGO: NGS   
 GD1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1926+STABILITY: SURFACE MOTION
 GD1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1926+SATELLITE: SATELLITE OBSERVATIONS - 1999
 GD1926
 GD1926  HISTORY     - Date     Condition        Report By
 GD1926  HISTORY     - 1990     MONUMENTED       NGS
 GD1926  HISTORY     - 19910131 GOOD
 GD1926  HISTORY     - 1999     GOOD             LOWE
 GD1926
 GD1926                          STATION DESCRIPTION
 GD1926
 GD1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1926'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) SOUTHEAST OF MCKENZIE,
 GD1926'8.04 KM (5.00 MI) NORTHWEST OF HUNTINGDON AND AT THE CARROLL COUNTY
 GD1926'AIRPORT.  OWNERSHIP--CARROLL COUNTY, CARROLL COUNTY COURTHOUSE,
 GD1926'HUNTINGDON, TN 38344, PHONE 901-986-3762, AIRPORT MANAGER IS TOMMY
 GD1926'SWOR, PHONE 901-352-7278.
 GD1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 22, ON
 GD1926'THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE HIGHWAY 22 FOR
 GD1926'7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD LEFT (WITH AIRPORT
 GD1926'SIGN), TURN LEFT, EASTERLY, ON THE PAVED ROAD FOR 0.48 KM (0.30 MI)
 GD1926'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, NORTH, ON THE
 GD1926'ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE STRAIGHT
 GD1926'AHEAD AND A GATE ON THE RIGHT, TURN RIGHT, EAST, PASSING THRU THE
 GD1926'GATE AND ONTO THE APRON, CONTINUE AHEAD TO THE TAXIWAY AND GO
 GD1926'EASTERLY ON THE TAXIWAY FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON
 GD1926'THE RIGHT.
 GD1926'THE STATION IS IN TOP OF THE CENTER OF THE HEADWALL OF A CONCRETE
 GD1926'CULVERT 69.3 M (227.4 FT) EAST OF THE CENTER OF THE RUNWAY, 38.8 M
 GD1926'(127.3 FT) NORTH OF THE CENTER OF THE TAXIWAY AND 0.5 M (1.6 FT) EAST
 GD1926'OF A FIBERGLASS WITNESS POST.
 GD1926
 GD1926                          STATION RECOVERY (1991)
 GD1926
 GD1926'RECOVERED 1991
 GD1926'RECOVERED IN GOOD CONDITION.
 GD1926
 GD1926                          STATION RECOVERY (1999)
 GD1926
 GD1926'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1926'RECOVERED 1999
 GD1926'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1926'SECONDARY AIRPORT CONTROL STATION.
 GD1926' 
 GD1926' 
 GD1926'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1927 ***********************************************************************
 GD1927  DESIGNATION -  FAA HZD B
 GD1927  PID         -  GD1927
 GD1927  STATE/COUNTY-  TN/CARROLL
 GD1927  USGS QUAD   -  HUNTINGDON (1983)
 GD1927
 GD1927                         *CURRENT SURVEY CONTROL
 GD1927  ___________________________________________________________________
 GD1927* NAD 83(1995)-  36 05 28.04716(N)    088 27 48.31408(W)     ADJUSTED  
 GD1927* NAVD 88     -       143.8    (meters)     472.     (feet)  VERTCON   
 GD1927  ___________________________________________________________________
 GD1927  X           -     138,370.023 (meters)                     COMP
 GD1927  Y           -  -5,158,286.944 (meters)                     COMP
 GD1927  Z           -   3,736,435.094 (meters)                     COMP
 GD1927  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GD1927  ELLIP HEIGHT-         115.56  (meters)          (04/12/99) GPS OBS
 GD1927  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1927
 GD1927  HORZ ORDER  -  THIRD
 GD1927  ELLP ORDER  -  FOURTH    CLASS I
 GD1927
 GD1927.This mark is at Carroll County Airport (HZD)
 GD1927
 GD1927.The horizontal coordinates were established by GPS observations
 GD1927.and adjusted by the National Geodetic Survey in April 1999..
 GD1927
 GD1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1927
 GD1927.Photographs are available for this station.
 GD1927
 GD1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1927
 GD1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1927
 GD1927.The ellipsoidal height was determined by GPS observations
 GD1927.and is referenced to NAD 83.
 GD1927
 GD1927.The geoid height was determined by GEOID03.
 GD1927
 GD1927;                    North         East     Units Scale Factor Converg.
 GD1927;SPC TN       -   197,818.001   378,177.368   MT  0.99995843   -1 26 31.9
 GD1927;SPC TN       -   649,007.89  1,240,736.91   sFT  0.99995843   -1 26 31.9
 GD1927;UTM  16      - 3,995,046.781   368,252.862   MT  0.99981387   -0 51 43.9
 GD1927
 GD1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1927!SPC TN       -   0.99998186  x   0.99995843  =   0.99994029
 GD1927!UTM  16      -   0.99998186  x   0.99981387  =   0.99979574
 GD1927
 GD1927:                Primary Azimuth Mark                     Grid Az
 GD1927:SPC TN       -  FAA HZD A                                195 14 08.7
 GD1927:UTM  16      -  FAA HZD A                                194 39 20.7
 GD1927
 GD1927|---------------------------------------------------------------------|
 GD1927| PID    Reference Object                     Distance      Geod. Az  |
 GD1927|                                                           dddmmss.s |
 GD1927| GD1926 FAA HZD A                           APPROX. 0.6 KM 1934736.8 |
 GD1927|---------------------------------------------------------------------|
 GD1927
 GD1927                          SUPERSEDED SURVEY CONTROL
 GD1927
 GD1927  NAD 83(1995)-  36 05 28.04739(N)    088 27 48.31455(W) AD(       ) 3
 GD1927  NAD 83(1995)-  36 05 28.04766(N)    088 27 48.31577(W) AD(       ) 3
 GD1927  NGVD 29 (05/21/91)  143.9    (m)          472.     (f) GPS OBS        
 GD1927
 GD1927.Superseded values are not recommended for survey control.
 GD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1927.See file dsdata.txt to determine how the superseded data were derived.
 GD1927
 GD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6825395047(NAD 83)
 GD1927_MARKER: DZ = AZIMUTH MARK DISK
 GD1927_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GD1927_SP_SET: HEADWALL OF CULVERT
 GD1927_STAMPING: FAA HZD B 1990
 GD1927_MARK LOGO: NGS   
 GD1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1927+STABILITY: SURFACE MOTION
 GD1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1927+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 GD1927
 GD1927  HISTORY     - Date     Condition        Report By
 GD1927  HISTORY     - 1990     MONUMENTED       NGS
 GD1927  HISTORY     - 19910201 GOOD
 GD1927
 GD1927                          STATION DESCRIPTION
 GD1927
 GD1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1927'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) SOUTHEAST OF MCKENZIE,
 GD1927'8.04 KM (5.00 MI) NORTHWEST OF HUNTINGDON, AT THE CARROLL COUNTY
 GD1927'AIRPORT AND ON THE EAST SIDE OF THE RUNWAY.  OWNERSHIP--CARROLL
 GD1927'COUNTY, CARROLL COUNTY COURTHOUSE, HUNTINGDON, TN 38344, PHONE
 GD1927'901-986-3762, AIRPORT MANAGER IS TOMMY SWOR, PHONE 901-352-7278.
 GD1927'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 22, ON
 GD1927'THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE HIGHWAY 22 FOR
 GD1927'7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD LEFT (WITH AIRPORT
 GD1927'SIGN), TURN LEFT, EASTERLY, ON THE PAVED ROAD FOR 0.48 KM (0.30 MI)
 GD1927'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, NORTH, ON THE
 GD1927'ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE STRAIGHT
 GD1927'AHEAD AND A GATE ON THE RIGHT, TURN RIGHT, EAST, PASSING THRU THE
 GD1927'GATE AND ONTO THE APRON, CONTINUE AHEAD TO THE TAXIWAY THEN GO
 GD1927'EASTERLY ON THE TAXIWAY TO THE JUNCTION OF THE RUNWAY, TURN LEFT,
 GD1927'NORTH, ONTO THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 GD1927'LEFT.
 GD1927'THE STATION IS ABOUT 0.91 M (2.99 FT) BELOW THE LEVEL OF THE RUNWAY
 GD1927'AND 54.1 M (177.5 FT) EAST OF THE CENTER OF THE RUNWAY, 39.4 M
 GD1927'(129.3 FT) EAST OF RUNWAY LIGHT NUMBER 63, 7.7 M (25.3 FT) EAST OF A
 GD1927'FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) NORTH OF A FIBERGLASS
 GD1927'WITNESS POST.
 GD1927
 GD1927                          STATION RECOVERY (1991)
 GD1927
 GD1927'RECOVERED 1991
 GD1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2760 ***********************************************************************
 GC2760  DESIGNATION -  FAA M33 A
 GC2760  PID         -  GC2760
 GC2760  STATE/COUNTY-  TN/SUMNER
 GC2760  USGS QUAD   -  GALLATIN (1983)
 GC2760
 GC2760                         *CURRENT SURVEY CONTROL
 GC2760  ___________________________________________________________________
 GC2760* NAD 83(1995)-  36 22 41.94926(N)    086 24 34.00458(W)     ADJUSTED  
 GC2760* NAVD 88     -       171.4    (meters)     562.     (feet)  VERTCON   
 GC2760  ___________________________________________________________________
 GC2760  X           -     321,980.629 (meters)                     COMP
 GC2760  Y           -  -5,131,234.291 (meters)                     COMP
 GC2760  Z           -   3,762,156.117 (meters)                     COMP
 GC2760  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GC2760  ELLIP HEIGHT-         142.00  (meters)          (04/12/99) GPS OBS
 GC2760  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2760
 GC2760  HORZ ORDER  -  THIRD
 GC2760  ELLP ORDER  -  FOURTH    CLASS I
 GC2760
 GC2760.This mark is at Sumner Co Regional Airport (M33)
 GC2760
 GC2760.The horizontal coordinates were established by GPS observations
 GC2760.and adjusted by the National Geodetic Survey in April 1999..
 GC2760
 GC2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2760
 GC2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2760
 GC2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2760
 GC2760.The ellipsoidal height was determined by GPS observations
 GC2760.and is referenced to NAD 83.
 GC2760
 GC2760.The geoid height was determined by GEOID03.
 GC2760
 GC2760;                    North         East     Units Scale Factor Converg.
 GC2760;SPC TN       -   226,970.264   563,260.343   MT  0.99999342   -0 14 22.9
 GC2760;SPC TN       -   744,651.61  1,847,963.31   sFT  0.99999342   -0 14 22.9
 GC2760;UTM  16      - 4,026,072.829   552,970.157   MT  0.99963457   +0 21 01.0
 GC2760
 GC2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2760!SPC TN       -   0.99997771  x   0.99999342  =   0.99997113
 GC2760!UTM  16      -   0.99997771  x   0.99963457  =   0.99961229
 GC2760
 GC2760:                Primary Azimuth Mark                     Grid Az
 GC2760:SPC TN       -  FAA M33 B                                171 31 13.2
 GC2760:UTM  16      -  FAA M33 B                                170 55 49.3
 GC2760
 GC2760|---------------------------------------------------------------------|
 GC2760| PID    Reference Object                     Distance      Geod. Az  |
 GC2760|                                                           dddmmss.s |
 GC2760| GC2761 FAA M33 B                           461.815 METERS 1711650.3 |
 GC2760|---------------------------------------------------------------------|
 GC2760
 GC2760                          SUPERSEDED SURVEY CONTROL
 GC2760
 GC2760  NAD 83(1995)-  36 22 41.94961(N)    086 24 34.00461(W) AD(       ) 3
 GC2760  NAD 83(1995)-  36 22 41.95144(N)    086 24 34.00957(W) AD(       ) 3
 GC2760  NGVD 29 (05/21/91)  171.5    (m)          563.     (f) GPS OBS        
 GC2760
 GC2760.Superseded values are not recommended for survey control.
 GC2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2760.See file dsdata.txt to determine how the superseded data were derived.
 GC2760
 GC2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5297026073(NAD 83)
 GC2760_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2760_SETTING: 66 = SET IN ROCK OUTCROP
 GC2760_SP_SET: ROCK OUTCROP
 GC2760_STAMPING: FAA M33 A 1990
 GC2760_MARK LOGO: NGS   
 GC2760_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2760+STABILITY: POSITION/ELEVATION WELL
 GC2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2760+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 GC2760
 GC2760  HISTORY     - Date     Condition        Report By
 GC2760  HISTORY     - 1990     MONUMENTED       NGS
 GC2760  HISTORY     - 19910129 GOOD
 GC2760
 GC2760                          STATION DESCRIPTION
 GC2760
 GC2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GC2760'THE STATION IS LOCATED 4.75 KM (2.95 MI) EAST OF GALLATIN, 24.2 KM
 GC2760'(15.0 MI) NORTHWEST OF LEBANON, 40.23 KM (25.00 MI) NORTHEAST OF
 GC2760'NASHVILLE AND AT THE GALLATIN MUNICIPAL AIRPORT.  OWNERSHIP--COUNTY
 GC2760'OF SUMNER, PUBLIC SQUARE, GALLATIN, TN 37066, PHONE 615-452-3634,
 GC2760'AIRPORT MANAGER IS JAN EASTERLING, PHONE 615-452-6699.
 GC2760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2760'HIGHWAY 31E IN THE CENTER OF GALLATIN, GO EAST ON STATE HIGHWAY 25
 GC2760'FOR 2.57 KM (1.60 MI) TO THE JUNCTION OF CAIRO ROAD ON THE RIGHT (AT
 GC2760'A TEXACO SERVICE STATION-FOOD MART), TURN RIGHT, SOUTHEAST, ON CAIRO
 GC2760'ROAD FOR 1.05 KM (0.65 MI) TO A STOP SIGN AND THE JUNCTION OF AIRPORT
 GC2760'BLVD, TURN RIGHT, SOUTH, ON AIRPORT BLVD FOR 0.88 KM (0.55 MI) TO THE
 GC2760'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST, ON THE ENTRANCE
 GC2760'ROAD FOR 0.16 KM (0.10 MI) TO A GATE AND THE AIRPORT OFFICE ON THE
 GC2760'LEFT, PASS THRU THE GATE AND ONTO THE APRON, CONTINUE EAST ACROSS THE
 GC2760'APRON TO ITS EAST EDGE, CONTINUE EASTERLY ONTO THE GRASS FOR ABOUT
 GC2760'0.08 KM (0.05 MI) TO THE STATION IN ROCK OUTCROP.
 GC2760'THE STATION IS LOCATED 59.4 M (194.9 FT) EAST OF THE EAST EDGE OF THE
 GC2760'APRON, 37.4 M (122.7 FT) NORTHWEST OF A RUNWAY LIGHT, 35.7 M
 GC2760'(117.1 FT) WEST OF THE CENTER OF THE RUNWAY, 33.7 M (110.6 FT)
 GC2760'SOUTHWEST OF A RUNWAY LIGHT AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS
 GC2760'WITNESS POST.
 GC2760
 GC2760                          STATION RECOVERY (1991)
 GC2760
 GC2760'RECOVERED 1991
 GC2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2761 ***********************************************************************
 GC2761  DESIGNATION -  FAA M33 B
 GC2761  PID         -  GC2761
 GC2761  STATE/COUNTY-  TN/SUMNER
 GC2761  USGS QUAD   -  LAGUARDO (1983)
 GC2761
 GC2761                         *CURRENT SURVEY CONTROL
 GC2761  ___________________________________________________________________
 GC2761* NAD 83(1995)-  36 22 27.14002(N)    086 24 31.19598(W)     ADJUSTED  
 GC2761* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 GC2761  ___________________________________________________________________
 GC2761  X           -     322,067.287 (meters)                     COMP
 GC2761  Y           -  -5,131,497.395 (meters)                     COMP
 GC2761  Z           -   3,761,786.576 (meters)                     COMP
 GC2761  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2761  ELLIP HEIGHT-         138.62  (meters)          (04/12/99) GPS OBS
 GC2761  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2761
 GC2761  HORZ ORDER  -  THIRD
 GC2761  ELLP ORDER  -  FOURTH    CLASS I
 GC2761
 GC2761.This mark is at Sumner Co Regional Airport (M33)
 GC2761
 GC2761.The horizontal coordinates were established by GPS observations
 GC2761.and adjusted by the National Geodetic Survey in April 1999..
 GC2761
 GC2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2761
 GC2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2761
 GC2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2761
 GC2761.The ellipsoidal height was determined by GPS observations
 GC2761.and is referenced to NAD 83.
 GC2761
 GC2761.The geoid height was determined by GEOID03.
 GC2761
 GC2761;                    North         East     Units Scale Factor Converg.
 GC2761;SPC TN       -   226,513.500   563,328.441   MT  0.99999274   -0 14 21.3
 GC2761;SPC TN       -   743,153.04  1,848,186.73   sFT  0.99999274   -0 14 21.3
 GC2761;UTM  16      - 4,025,616.954   553,042.928   MT  0.99963466   +0 21 02.5
 GC2761
 GC2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2761!SPC TN       -   0.99997825  x   0.99999274  =   0.99997099
 GC2761!UTM  16      -   0.99997825  x   0.99963466  =   0.99961291
 GC2761
 GC2761:                Primary Azimuth Mark                     Grid Az
 GC2761:SPC TN       -  FAA M33 A                                351 31 13.2
 GC2761:UTM  16      -  FAA M33 A                                350 55 49.4
 GC2761
 GC2761|---------------------------------------------------------------------|
 GC2761| PID    Reference Object                     Distance      Geod. Az  |
 GC2761|                                                           dddmmss.s |
 GC2761| GC2760 FAA M33 A                           461.815 METERS 3511651.9 |
 GC2761|---------------------------------------------------------------------|
 GC2761
 GC2761                          SUPERSEDED SURVEY CONTROL
 GC2761
 GC2761  NAD 83(1995)-  36 22 27.14038(N)    086 24 31.19601(W) AD(       ) 3
 GC2761  NAD 83(1995)-  36 22 27.14220(N)    086 24 31.20097(W) AD(       ) 3
 GC2761  NGVD 29 (05/21/91)  168.1    (m)          552.     (f) GPS OBS        
 GC2761
 GC2761.Superseded values are not recommended for survey control.
 GC2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2761.See file dsdata.txt to determine how the superseded data were derived.
 GC2761
 GC2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5304325617(NAD 83)
 GC2761_MARKER: DZ = AZIMUTH MARK DISK
 GC2761_SETTING: 66 = SET IN ROCK OUTCROP
 GC2761_SP_SET: ROCK OUTCROP
 GC2761_STAMPING: FAA M33 B 1990
 GC2761_MARK LOGO: NGS   
 GC2761_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2761+STABILITY: POSITION/ELEVATION WELL
 GC2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2761+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 GC2761
 GC2761  HISTORY     - Date     Condition        Report By
 GC2761  HISTORY     - 1990     MONUMENTED       NGS
 GC2761  HISTORY     - 19910129 GOOD
 GC2761
 GC2761                          STATION DESCRIPTION
 GC2761
 GC2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GC2761'THE STATION IS LOCATED 4.75 KM (2.95 MI) EAST OF GALLATIN, 24.2 KM
 GC2761'(15.0 MI) NORTHWEST OF LEBANON, 40.23 KM (25.00 MI) NORTHEAST OF
 GC2761'NASHVILLE AND AT THE GALLATIN MUNICIPAL AIRPORT.  OWNERSHIP--COUNTY
 GC2761'OF SUMNER, PUBLIC SQUARE, GALLATIN, TN 37066, PHONE 615-452-3634,
 GC2761'AIRPORT MANAGER IS JAN EASTERLING, PHONE 615-452-6699.
 GC2761'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2761'HIGHWAY 31E IN THE CENTER OF GALLATIN, GO EAST ON STATE HIGHWAY 25
 GC2761'FOR 2.57 KM (1.60 MI) TO THE JUNCTION OF CAIRO ROAD ON THE RIGHT (AT
 GC2761'A TEXACO SERVICE STATION-FOOD MART), TURN RIGHT, SOUTHEAST, ON CAIRO
 GC2761'ROAD FOR 1.05 KM (0.65 MI) TO A STOP SIGN AND THE JUNCTION OF AIRPORT
 GC2761'BLVD, TURN RIGHT, SOUTH, ON AIRPORT BOULEVARD FOR 0.88 KM (0.55 MI)
 GC2761'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST, ON THE
 GC2761'ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE AND THE AIRPORT OFFICE
 GC2761'ON THE LEFT.  PASS THRU THE GATE AND ONTO THE APRON, BEAR RIGHT,
 GC2761'SOUTHEAST, ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 GC2761'THE TAXIWAYS, TURN RIGHT, SOUTH, ON THE TAXIWAY FOR 0.40 KM
 GC2761'(0.25 MI) TO THE STATION ON THE LEFT JUST BEFORE THE CURVE IN THE
 GC2761'TAXIWAY.
 GC2761'THE STATION IS LOCATED IN THE GRASSY AREA BETWEEN THE RUNWAY AND
 GC2761'TAXIWAY, 37.4 M (122.7 FT) WEST OF THE CENTER OF THE RUNWAY, 34.5 M
 GC2761'(113.2 FT) EAST OF THE CENTER OF THE TAXIWAY, 8.1 M (26.6 FT)
 GC2761'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HEADWALL OF A CULVERT
 GC2761'UNDER THE TAXIWAY AND 0.2 M (0.7 FT) NORTH OF A FIBERGLASS WITNESS
 GC2761'POST.
 GC2761
 GC2761                          STATION RECOVERY (1991)
 GC2761
 GC2761'RECOVERED 1991
 GC2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1876 ***********************************************************************
 FB1876  DESIGNATION -  FAIR
 FB1876  PID         -  FB1876
 FB1876  STATE/COUNTY-  TN/KNOX
 FB1876  USGS QUAD   -  KNOXVILLE (1978)
 FB1876
 FB1876                         *CURRENT SURVEY CONTROL
 FB1876  ___________________________________________________________________
 FB1876* NAD 83(1995)-  35 59 57.84794(N)    083 52 55.42347(W)     ADJUSTED  
 FB1876* NAVD 88     -       305.409  (meters)    1002.00   (feet)  ADJUSTED  
 FB1876  ___________________________________________________________________
 FB1876  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FB1876  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1876  DYNAMIC HT  -         305.129 (meters)    1001.08  (feet)  COMP
 FB1876  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1876
 FB1876  HORZ ORDER  -  SECOND
 FB1876  VERT ORDER  -  FIRST     CLASS I
 FB1876
 FB1876.The horizontal coordinates were established by classical geodetic methods
 FB1876.and adjusted by the National Geodetic Survey in April 1999..
 FB1876
 FB1876.The orthometric height was determined by differential leveling
 FB1876.and adjusted by the National Geodetic Survey in June 1991..
 FB1876
 FB1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1876
 FB1876.The geoid height was determined by GEOID03.
 FB1876
 FB1876.The dynamic height is computed by dividing the NAVD 88
 FB1876.geopotential number by the normal gravity value computed on the
 FB1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1876.degrees latitude (g = 980.6199 gals.).
 FB1876
 FB1876.The modeled gravity was interpolated from observed gravity values.
 FB1876
 FB1876;                    North         East     Units Scale Factor Converg.
 FB1876;SPC TN       -   186,915.226   790,938.570   MT  0.99995255   +1 14 23.7
 FB1876;SPC TN       -   613,237.70  2,594,937.63   sFT  0.99995255   +1 14 23.7
 FB1876;UTM  17      - 3,987,724.510   240,210.495   MT  1.00043169   -1 41 41.8
 FB1876
 FB1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1876!SPC TN       -   0.99995689  x   0.99995255  =   0.99990944
 FB1876!UTM  17      -   0.99995689  x   1.00043169  =   1.00038856
 FB1876
 FB1876|---------------------------------------------------------------------|
 FB1876| PID    Reference Object                     Distance      Geod. Az  |
 FB1876|                                                           dddmmss.s |
 FB1876| FB1875 FAIR RM 1                            27.791 METERS 01314     |
 FB1876| FB1877 FAIR RM 2                            45.991 METERS 08951     |
 FB1876| FB2652 BURLINGTON MC CALLA AVE BAP CH      APPROX. 0.5 KM 1110622.1 |
 FB1876|---------------------------------------------------------------------|
 FB1876
 FB1876                          SUPERSEDED SURVEY CONTROL
 FB1876
 FB1876  NAD 83(1995)-  35 59 57.85677(N)    083 52 55.42057(W) AD(       ) 2
 FB1876  NAD 83(1986)-  35 59 57.86218(N)    083 52 55.41883(W) AD(       ) 2
 FB1876  NAD 27      -  35 59 57.56220(N)    083 52 55.76260(W) AD(       ) 2
 FB1876  NGVD 29 (??/??/92)  305.538  (m)         1002.42   (f) ADJ UNCH    1 1
 FB1876
 FB1876.Superseded values are not recommended for survey control.
 FB1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1876.See file dsdata.txt to determine how the superseded data were derived.
 FB1876
 FB1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4021087725(NAD 83)
 FB1876_MARKER: DS = TRIANGULATION STATION DISK
 FB1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1876_STAMPING: FAIR 1960
 FB1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1876+STABILITY: SURFACE MOTION
 FB1876
 FB1876  HISTORY     - Date     Condition        Report By
 FB1876  HISTORY     - 1960     MONUMENTED       CGS
 FB1876  HISTORY     - 1967     GOOD             CGS
 FB1876  HISTORY     - 1967     GOOD             NGS
 FB1876  HISTORY     - 1982     GOOD             LOCENG
 FB1876  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1876
 FB1876                          STATION DESCRIPTION
 FB1876
 FB1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB1876'THE STATION IS IN THE EAST PART OF KNOXVILLE ON THE NORTH SIDE OF
 FB1876'U.S. HIGHWAY 11W AND IN THE SOUTHEAST CORNER OF CHILHOWEE PARK.
 FB1876'
 FB1876'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11W,
 FB1876'MAGNOLIA AVENUE AND LAKESIDE STREET, GO NORTH ON LAKESIDE
 FB1876'STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FB1876'
 FB1876'THE STATION IS 179 FEET SOUTHWEST OF A GATE, 52 FEET EAST OF THE
 FB1876'NORTHWEST CORNER OF A PARKING LOT, AND 31 FEET NORTHWEST OF
 FB1876'A 24-INCH TREE. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FB1876'CONCRETE POST, FLUSH, AND IS STAMPED FAIR 1960.
 FB1876'
 FB1876'REFERENCE MARK NO. 1 IS 94 FEET SOUTHWEST OF A GATE AND 2 FEET
 FB1876'SOUTHWEST OF A POWER LINE POLE. IT IS A STANDARD DISK SET IN A
 FB1876'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED FAIR NO 1 1960.
 FB1876'
 FB1876'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A METAL WALL. IT IS A
 FB1876'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FB1876'IS STAMPED FAIR NO 2 1960.
 FB1876'
 FB1876'BURLINGTON, MCCALLA AVENUE BAPTIST CHURCH SPIRE WILL SERVE AS AN
 FB1876'AZIMUTH MARK.
 FB1876'
 FB1876'HEIGHT OF LIGHT ABOVE STATION MARK 30.50 METERS.
 FB1876
 FB1876                          STATION RECOVERY (1967)
 FB1876
 FB1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 FB1876'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 FB1876'
 FB1876'DESCRIPTION IN HORIZONTAL QUAD 350834 STATION 1033 IS ADQUATE.
 FB1876
 FB1876                          STATION RECOVERY (1967)
 FB1876
 FB1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1876'AT KNOXVILLE.
 FB1876'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1876'RAILWAY FROM THE STATION AT KNOXVILLE, THENCE 0.2 MILE SOUTHEAST
 FB1876'ALONG PROSSER ROAD, THENCE 0.3 MILE SOUTHWEST ALONG LAKE SIDE
 FB1876'AVENUE, IN CHILHOWEE PARK, 205 FEET SOUTHWEST OF THE CENTER OF
 FB1876'THE JUNCTION OF THE AVENUE AND A DRIVEWAY ENTERING THE PARK,
 FB1876'ON THE TOP OF A HILL, NEAR THE WEST CORNER OF A PARKING AREA,
 FB1876'37 1/2 FEET NORTHEAST OF THE NORTHEAST ONE OF TWO 24-INCH OAK TREE,
 FB1876'26 FEET NORTH OF A 4 INCH MAPLE TREE, 15 FEET ABOVE THE LEVEL OF
 FB1876'THE AVENUE AND SET IN THE TOP OF A CONCRETE POST 1 INCH UNDERGROUND.
 FB1876
 FB1876                          STATION RECOVERY (1982)
 FB1876
 FB1876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1876'NOTED: MAKE THE FOLLOWING ADDITIONS AND CHANGES TO THE CURRENT
 FB1876'DESCRIPTIONS CHANGE '179 FT. SOUTHWEST OF A GATE' TO '178 FT.
 FB1876'SOUTHWEST OF A POST AT THE SOUTHEAST CORNER OF A GATE. 'AFTER THE
 FB1876'WORDING' OF A 24 INCH TREE' INCLUDE '110 FT. WEST OF THE SOUTH CORNER
 FB1876'OF A PAVED PARKING LOT AND 77 FT. SOUTHWEST OF THE WEST CORNER OF A
 FB1876'PAVED PARKING
 FB1876
 FB1876                          STATION RECOVERY (2001)
 FB1876
 FB1876'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2641 ***********************************************************************
 GC2641  DESIGNATION -  FAIR
 GC2641  PID         -  GC2641
 GC2641  STATE/COUNTY-  TN/STEWART
 GC2641  USGS QUAD   -  STANDING ROCK (1986)
 GC2641
 GC2641                         *CURRENT SURVEY CONTROL
 GC2641  ___________________________________________________________________
 GC2641* NAD 83(1995)-  36 29 48.82628(N)    087 53 54.00242(W)     ADJUSTED  
 GC2641* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 GC2641  ___________________________________________________________________
 GC2641  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2641  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2641
 GC2641  HORZ ORDER  -  THIRD
 GC2641
 GC2641.The horizontal coordinates were established by classical geodetic methods
 GC2641.and adjusted by the National Geodetic Survey in April 1999..
 GC2641
 GC2641.The orthometric height was scaled from a topographic map.
 GC2641
 GC2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2641
 GC2641.The geoid height was determined by GEOID03.
 GC2641
 GC2641;                    North         East     Units Scale Factor Converg.
 GC2641;SPC TN       -   241,701.098   429,927.457   MT  1.00001521   -1 06 40.9
 GC2641;SPC TN       -   792,981.02  1,410,520.33   sFT  1.00001521   -1 06 40.9
 GC2641;UTM  16      - 4,039,438.953   419,545.277   MT  0.99967975   -0 32 03.6
 GC2641
 GC2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2641!SPC TN       -   0.99997490  x   1.00001521  =   0.99999011
 GC2641!UTM  16      -   0.99997490  x   0.99967975  =   0.99965466
 GC2641
 GC2641|---------------------------------------------------------------------|
 GC2641| PID    Reference Object                     Distance      Geod. Az  |
 GC2641|                                                           dddmmss.s |
 GC2641| GC2642 MLB 1290                             21.696 METERS 03551     |
 GC2641| CG5773 FAIR RM 1                            24.220 METERS 13916     |
 GC2641| CG5772 FAIR AZ MK                                         3042419.7 |
 GC2641|---------------------------------------------------------------------|
 GC2641
 GC2641                          SUPERSEDED SURVEY CONTROL
 GC2641
 GC2641  NAD 83(1995)-  36 29 48.82810(N)    087 53 54.00316(W) AD(       ) 3
 GC2641  NAD 83(1995)-  36 29 48.83141(N)    087 53 54.00823(W) AD(       ) 3
 GC2641  NAD 83(1986)-  36 29 48.83555(N)    087 53 54.00457(W) AD(       ) 3
 GC2641  NAD 27      -  36 29 48.64800(N)    087 53 53.91300(W) AD(       ) 3
 GC2641
 GC2641.Superseded values are not recommended for survey control.
 GC2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2641.See file dsdata.txt to determine how the superseded data were derived.
 GC2641
 GC2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1954539439(NAD 83)
 GC2641_MARKER: DS = TRIANGULATION STATION DISK
 GC2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2641
 GC2641  HISTORY     - Date     Condition        Report By
 GC2641  HISTORY     - 1953     MONUMENTED       CGS
 GC2641  HISTORY     - 1972     GOOD             LOCENG
 GC2641  HISTORY     - 1986     GOOD             USPSQD
 GC2641
 GC2641                          STATION DESCRIPTION
 GC2641
 GC2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2641'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOVER ON THE GROUNDS OF
 GC2641'THE FAIR VIEW ELEMENTARY SCHOOL.  IT IS 50 FEET NORTHWEST OF THE
 GC2641'NORTHWEST CORNER OF THE SCHOOL AND 17 FEET NORTHEAST OF AN 8 INCH OAK
 GC2641'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FAIR 1952.
 GC2641'
 GC2641'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF THE NORTHWEST CORNER AND
 GC2641'26 FEET NORHTWEST OF THE SOUTHWEST CORNER OF THE SCHOOL.  THE MARK
 GC2641'IS FLUSH AND THE DISK IS STAMPED FAIR NO 1 1952.
 GC2641'
 GC2641'MLB 1290 (TVA) 1947 WAS USED AS A REFERENCE MARK.  IT IS 53 FEET
 GC2641'NORTH OF THE NORTHEAST CORNER OF THE SCHOOL, 46 FEET SOUTH OF A
 GC2641'POWER LINE POLE AND 44 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 GC2641'49.  THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS ABOUT 12
 GC2641'INCHES WITH A BRONZE TVA BENCH MARK DISK STAMPED MLB 1290 1947.
 GC2641'
 GC2641'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF HIGHWAY 49, 20 FEET
 GC2641'EAST OF THE CENTER OF A DIRT FARM ROAD AND 2 FEET SOUTHEAST OF A
 GC2641'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2641'STAMPED FAIR 1952.
 GC2641'
 GC2641'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN DOVER,
 GC2641'GO WEST ON U.S. HIGHWAY 79 AND STATE HIGHWAY 49 FOR 3.0 MILES TO
 GC2641'JUNCTION WHERE HIGHWAY 49 TURNS NORTH, TURN RIGHT AND FOLLOW HIGHWAY
 GC2641'49 FOR 1.4 MILES TO THE FAIR VIEW SCHOOL ON THE LEFT AND THE
 GC2641'STATION AS DESCRIBED, CONTINUE NORTHWEST ON HIGHWAY FOR 0.2 MILE TO
 GC2641'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2641'
 GC2641'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2641
 GC2641                          STATION RECOVERY (1972)
 GC2641
 GC2641'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2641'FAIR STATION MARK RECOVERED IN GOOD CONDITION.
 GC2641'
 GC2641'FAIR-STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2641'
 GC2641'STATION IS 115.0 FEET S. W. OF CENTERLINE STATE HWY NO. 49 AND
 GC2641'16.2 FEET N. 70 E. FROM 18 INCH WHITE OAK.
 GC2641'POST AND SIGN SET + OR - 1.5 WEST OF MON.
 GC2641'
 GC2641'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.0 MI. N. W. OF DOVER AT
 GC2641'OLD FAIRVIEW SCHOOL GROUND.  BLDG. GONE FOUNDATION VISIBLE.
 GC2641'
 GC2641'FAIR REF MK NO. 1 RECOVERED IN GOOD CONDITION.
 GC2641'
 GC2641'FAIR NO. 1 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2641'
 GC2641'SEE ORIGINAL DESCRIPTION.  POST AND SIGN SET + OR - 1.0 FEET WEST OF
 GC2641'MON.
 GC2641'
 GC2641'FAIR AZ-MK RECOVERED IN GOOD CONDITION.
 GC2641'
 GC2641'FAIR 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2641'
 GC2641'STATION IS + OR - 250.0 FEET WEST OF TRINITY METHODIST CHURCH.  SEE
 GC2641'ORIGINAL DESCRIPTION.
 GC2641
 GC2641                          STATION RECOVERY (1986)
 GC2641
 GC2641'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1875 ***********************************************************************
 FB1875  DESIGNATION -  FAIR RM 1
 FB1875  PID         -  FB1875
 FB1875  STATE/COUNTY-  TN/KNOX
 FB1875  USGS QUAD   -  KNOXVILLE (1978)
 FB1875
 FB1875                         *CURRENT SURVEY CONTROL
 FB1875  ___________________________________________________________________
 FB1875* NAD 83(1986)-  35 59 57.     (N)    083 52 55.     (W)     SCALED    
 FB1875* NAVD 88     -       306.647  (meters)    1006.06   (feet)  ADJUSTED  
 FB1875  ___________________________________________________________________
 FB1875  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1875  DYNAMIC HT  -         306.365 (meters)    1005.13  (feet)  COMP
 FB1875  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1875
 FB1875  VERT ORDER  -  FIRST     CLASS I
 FB1875
 FB1875.The horizontal coordinates were scaled from a topographic map and have
 FB1875.an estimated accuracy of +/- 6 seconds.
 FB1875
 FB1875.The orthometric height was determined by differential leveling
 FB1875.and adjusted by the National Geodetic Survey in June 1991..
 FB1875
 FB1875.The geoid height was determined by GEOID03.
 FB1875
 FB1875.The dynamic height is computed by dividing the NAVD 88
 FB1875.geopotential number by the normal gravity value computed on the
 FB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1875.degrees latitude (g = 980.6199 gals.).
 FB1875
 FB1875.The modeled gravity was interpolated from observed gravity values.
 FB1875
 FB1875;                    North         East    Units  Estimated Accuracy
 FB1875;SPC TN       -   186,890.      790,950.      MT  (+/- 180 meters Scaled)
 FB1875
 FB1875                          SUPERSEDED SURVEY CONTROL
 FB1875
 FB1875  NGVD 29 (??/??/92)  306.779  (m)         1006.49   (f) ADJ UNCH    1 1
 FB1875
 FB1875.Superseded values are not recommended for survey control.
 FB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1875.See file dsdata.txt to determine how the superseded data were derived.
 FB1875
 FB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402876(NAD 83)
 FB1875_MARKER: DR = REFERENCE MARK DISK
 FB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1875_STAMPING: FAIR 1960 NO 1
 FB1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1875+STABILITY: SURFACE MOTION
 FB1875
 FB1875  HISTORY     - Date     Condition        Report By
 FB1875  HISTORY     - 1960     MONUMENTED       CGS
 FB1875  HISTORY     - 1967     GOOD             NGS
 FB1875  HISTORY     - 1982     GOOD             LOCENG
 FB1875  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1875
 FB1875                          STATION DESCRIPTION
 FB1875
 FB1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1875'AT KNOXVILLE.
 FB1875'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1875'RAILWAY FROM THE STATION, THENCE 0.2 MILE SOUTHEAST ALONG PROSSER
 FB1875'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG LAKE SIDE AVENUE, IN
 FB1875'CHILHOWEE PARK, 91.3 FEET NORTH OF THE STATION MARK DESCRIBED,
 FB1875'120 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FB1875'AVENUE AND A DRIVEWAY LEADING INTO THE PARK, 37 1/2 FEET SOUTH
 FB1875'OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET SOUTHWEST OF A POWER
 FB1875'LINE POLE, ABOUT 10 FEET ABOVE THE LEVEL OF THE AVENUE AND SET
 FB1875'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 FB1875'OF THE GROUND.
 FB1875
 FB1875                          STATION RECOVERY (1982)
 FB1875
 FB1875'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1875'NOTED: MAKE THE FOLLOWING CHANGES AND ADDITIONS TO THE CURRENT
 FB1875'DESCRIPTION CHANGE '94 FT. SOUTHWEST OF A GATE' TO '95 FT. WEST OF
 FB1875'THE SOUTHEAST CORNER OF A FENCE GATE POST.' AND AFTER THE WORDS
 FB1875''POWER LINE POLE ADD '14 FT. NORTH OF THE WEST CORNER OF A PAVED
 FB1875'PARKING AREA AND 40 FT. SOUTHEAST OF THE CENTERLINE OF A PAVED DRIVE.
 FB1875
 FB1875                          STATION RECOVERY (2001)
 FB1875
 FB1875'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1877 ***********************************************************************
 FB1877  DESIGNATION -  FAIR RM 2
 FB1877  PID         -  FB1877
 FB1877  STATE/COUNTY-  TN/KNOX
 FB1877  USGS QUAD   -  KNOXVILLE (1978)
 FB1877
 FB1877                         *CURRENT SURVEY CONTROL
 FB1877  ___________________________________________________________________
 FB1877* NAD 83(1986)-  35 59 57.     (N)    083 52 55.     (W)     SCALED    
 FB1877* NAVD 88     -       306.979  (meters)    1007.15   (feet)  ADJUSTED  
 FB1877  ___________________________________________________________________
 FB1877  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1877  DYNAMIC HT  -         306.697 (meters)    1006.22  (feet)  COMP
 FB1877  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1877
 FB1877  VERT ORDER  -  FIRST     CLASS I
 FB1877
 FB1877.The horizontal coordinates were scaled from a topographic map and have
 FB1877.an estimated accuracy of +/- 6 seconds.
 FB1877
 FB1877.The orthometric height was determined by differential leveling
 FB1877.and adjusted by the National Geodetic Survey in June 1991..
 FB1877
 FB1877.The geoid height was determined by GEOID03.
 FB1877
 FB1877.The dynamic height is computed by dividing the NAVD 88
 FB1877.geopotential number by the normal gravity value computed on the
 FB1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1877.degrees latitude (g = 980.6199 gals.).
 FB1877
 FB1877.The modeled gravity was interpolated from observed gravity values.
 FB1877
 FB1877;                    North         East    Units  Estimated Accuracy
 FB1877;SPC TN       -   186,890.      790,950.      MT  (+/- 180 meters Scaled)
 FB1877
 FB1877                          SUPERSEDED SURVEY CONTROL
 FB1877
 FB1877  NGVD 29 (??/??/92)  307.106  (m)         1007.56   (f) ADJ UNCH    1 1
 FB1877
 FB1877.Superseded values are not recommended for survey control.
 FB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1877.See file dsdata.txt to determine how the superseded data were derived.
 FB1877
 FB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402876(NAD 83)
 FB1877_MARKER: DR = REFERENCE MARK DISK
 FB1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1877_STAMPING: FAIR 1960 NO 2
 FB1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1877+STABILITY: SURFACE MOTION
 FB1877
 FB1877  HISTORY     - Date     Condition        Report By
 FB1877  HISTORY     - 1960     MONUMENTED       CGS
 FB1877  HISTORY     - 1967     GOOD             NGS
 FB1877  HISTORY     - 1982     GOOD             LOCENG
 FB1877  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1877
 FB1877                          STATION DESCRIPTION
 FB1877
 FB1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1877'AT KNOXVILLE.
 FB1877'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1877'RAILWAY FROM THE STATION, THENCE 0.2 MILE SOUTHEAST ALONG PROSSER
 FB1877'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG LAKE SIDE AVENUE, IN THE
 FB1877'CHILHOWEE CITY PARK, 151 FEET EAST OF THE STATION MARK DESCRIBED,
 FB1877'112 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 11 1/2 FEET
 FB1877'NORTHEAST OF THE CENTER OF A GATE IN A 10-FOOT HIGH FENCE
 FB1877'AROUND THE PARK THEATER, 3 FEET NORTHWEST OF A FENCE LINE, 2 1/2
 FB1877'FEET SOUTH OF A 3-INCH PEACH TREE, ABOUT LEVEL WITH THE AVENUE
 FB1877'AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 FB1877
 FB1877                          STATION RECOVERY (1982)
 FB1877
 FB1877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1877'CHANGE: 'NO. 2 IS 3 FT.' REMOVE THE WORDS 'NORTH OF A METAL WALL' AND
 FB1877'INSERT 'N.W. OF A 10' AND HIGH METAL FENCE.' ALSO REMOVE THE WORD
 FB1877''FLUSH' AND INSERT '3 INCHES BELOW THE SURFACE OF THE GROUND'. '85
 FB1877'FT. SOUTHWEST OF A WOVEN WIRE FENCE AT NORTHEAST EDGE OF PARK, 80 FT.
 FB1877'SOUTHWEST OF POWER POLE CPI 150 A, 4 1/2 FT. SOUTHEAST OF SOUTHEAST
 FB1877'EDGE OF PAVED PARKING AREA, AND 1 FT. SOUTHWEST OF A FIBERGLAS
 FB1877'WITNESS POST.'
 FB1877
 FB1877                          STATION RECOVERY (2001)
 FB1877
 FB1877'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2389 ***********************************************************************
 FE2389  DESIGNATION -  FAIRVIEW
 FE2389  PID         -  FE2389
 FE2389  STATE/COUNTY-  TN/MADISON
 FE2389  USGS QUAD   -  MEDINA (1981)
 FE2389
 FE2389                         *CURRENT SURVEY CONTROL
 FE2389  ___________________________________________________________________
 FE2389* NAD 83(1995)-  35 46 24.29488(N)    088 51 05.48290(W)     ADJUSTED  
 FE2389* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 FE2389  ___________________________________________________________________
 FE2389  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FE2389  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2389
 FE2389  HORZ ORDER  -  THIRD
 FE2389
 FE2389.The horizontal coordinates were established by classical geodetic methods
 FE2389.and adjusted by the National Geodetic Survey in April 1999..
 FE2389
 FE2389.The orthometric height was scaled from a topographic map.
 FE2389
 FE2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2389
 FE2389.The geoid height was determined by GEOID03.
 FE2389
 FE2389;                    North         East     Units Scale Factor Converg.
 FE2389;SPC TN       -   163,531.344   342,212.351   MT  0.99994896   -1 40 09.8
 FE2389;SPC TN       -   536,519.08  1,122,741.69   sFT  0.99994896   -1 40 09.8
 FE2389;UTM  16      - 3,960,398.463   332,641.281   MT  0.99994515   -1 04 57.4
 FE2389
 FE2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2389!SPC TN       -   0.99998246  x   0.99994896  =   0.99993142
 FE2389!UTM  16      -   0.99998246  x   0.99994515  =   0.99992761
 FE2389
 FE2389|---------------------------------------------------------------------|
 FE2389| PID    Reference Object                     Distance      Geod. Az  |
 FE2389|                                                           dddmmss.s |
 FE2389| CG4031 FAIRVIEW RM 1                         7.474 METERS 00804     |
 FE2389| CG4030 FAIRVIEW AZ MK                                     0344630.4 |
 FE2389| CG4032 FAIRVIEW RM 2                         7.611 METERS 26655     |
 FE2389| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 7.3 KM 3084657.3 |
 FE2389| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 8.0 KM 3100255.8 |
 FE2389|---------------------------------------------------------------------|
 FE2389
 FE2389                          SUPERSEDED SURVEY CONTROL
 FE2389
 FE2389  NAD 83(1995)-  35 46 24.29912(N)    088 51 05.48721(W) AD(       ) 3
 FE2389  NAD 83(1986)-  35 46 24.30632(N)    088 51 05.48347(W) AD(       ) 3
 FE2389  NAD 27      -  35 46 24.05850(N)    088 51 05.26780(W) AD(       ) 3
 FE2389
 FE2389.Superseded values are not recommended for survey control.
 FE2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2389.See file dsdata.txt to determine how the superseded data were derived.
 FE2389
 FE2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3264160398(NAD 83)
 FE2389_MARKER: DS = TRIANGULATION STATION DISK
 FE2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2389
 FE2389  HISTORY     - Date     Condition        Report By
 FE2389  HISTORY     - 1958     MONUMENTED       CGS
 FE2389
 FE2389                          STATION DESCRIPTION
 FE2389
 FE2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2389'THE STATION IS ABOUT 5 MILES SOUTHEAST OF HUMBOLDT AND 4.5 MILES
 FE2389'SOUTHWEST OF MEDINA ON THE PROPERTY OF MR. ROBERT TURNER. IT IS
 FE2389'81 FEET NORTH OF THE NORTHEAST CORNER OF MR. TURNERS HOME, 26 FEET
 FE2389'EAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK
 FE2389'BUILDING, 15 FEET WEST OF A WIRE FENCE, 93 FEET SOUTHWEST OF THE
 FE2389'SOUTHWEST CORNER OF A FRAME BARN, 162 FEET EAST OF THE
 FE2389'CENTERLINE OF A GRAVELED ROAD AND 28 FEET SOUTH OF A WHITE WITNESS
 FE2389'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRVIEW
 FE2389'1958.
 FE2389'
 FE2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND U.S.
 FE2389'HIGHWAY 45W, (ABOUT 6 MILES SOUTHEAST OF HUMBOLDT AND 5
 FE2389'MILES SOUTHWEST OF MEDINA) GO NORTHWEST ON U.S. HIGHWAY 45W FOR 0.85
 FE2389'MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 FE2389'GRAVELED ROAD FOR 0.05 MILE TO A GRAVELED DRIVEWAY RIGHT*. TURN RIGHT
 FE2389'AND GO EAST ON THE GRAVELED DRIVEWAY FOR 162 FEET TO THE
 FE2389'STATION ON THE LEFT.
 FE2389'
 FE2389'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED DRIVEWAY, GO NORTH ON
 FE2389'THE GRAVELED ROAD FOR 0.15 MILE TO A GRAVELED ROAD RIGHT.
 FE2389'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FE2389'AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.
 FE2389'
 FE2389'REFERENCE MARK 1 IS 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2389'SMALL CONCRETE BLOCK BUILDING, 2 FEET SOUTH OF A WHITE
 FE2389'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH
 FE2389'AND THE DISK IS STAMPED FAIRVIEW 1958.
 FE2389'
 FE2389'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE WHITE WITNESS POST, 77
 FE2389'FEET NORTHWEST OF THE NORTHEAST CORNER OF MR.  TURNERS HOME, 38
 FE2389'FEET WEST OF A SOUTH GATEPOST AND 1 FOOT EAST OF THE NORTHEAST CORNER
 FE2389'OF THE SMALL CONCRETE BLOCK BUILDING. THE MONUMENT IS FLUSH AND
 FE2389'THE DISK IS STAMPED FAIRVIEW 1958.
 FE2389'
 FE2389'THE AZIMUTH MARK IS 46 FEET EAST OF A GRAVELED DRIVEWAY, 15 FEET
 FE2389'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 4 FEET EAST OF
 FE2389'A TELEPHONE POLE AND FENCE CORNER, 2 FEET EAST OF A WHITE WITNESS
 FE2389'POST AND 1 FOOT SOUTH OF A WIRE FENCE. THE MONUMENT
 FE2389'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRVIEW 1958.
 FE2389'
 FE2389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1505 ***********************************************************************
 FD1505  DESIGNATION -  FAIRVIEW MUN TANK
 FD1505  PID         -  FD1505
 FD1505  STATE/COUNTY-  TN/WILLIAMSON
 FD1505  USGS QUAD   -  FAIRVIEW (1951)
 FD1505
 FD1505                         *CURRENT SURVEY CONTROL
 FD1505  ___________________________________________________________________
 FD1505* NAD 83(1995)-  35 59 08.82743(N)    087 07 18.47416(W)     ADJUSTED  
 FD1505* NAVD 88     -                                                        
 FD1505  ___________________________________________________________________
 FD1505  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FD1505  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1505
 FD1505  HORZ ORDER  -  THIRD
 FD1505
 FD1505.The horizontal coordinates were established by classical geodetic methods
 FD1505.and adjusted by the National Geodetic Survey in April 1999..
 FD1505
 FD1505
 FD1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1505
 FD1505.The geoid height was determined by GEOID03.
 FD1505
 FD1505;                    North         East     Units Scale Factor Converg.
 FD1505;SPC TN       -   183,918.036   498,843.455   MT  0.99995189   -0 39 24.3
 FD1505;SPC TN       -   603,404.42  1,636,622.24   sFT  0.99995189   -0 39 24.3
 FD1505;UTM  16      - 3,982,378.705   489,020.630   MT  0.99960149   -0 04 17.6
 FD1505
 FD1505                          SUPERSEDED SURVEY CONTROL
 FD1505
 FD1505  NAD 83(1995)-  35 59 08.82955(N)    087 07 18.47756(W) AD(       ) 4
 FD1505  NAD 83(1986)-  35 59 08.83848(N)    087 07 18.47698(W) AD(       ) 4
 FD1505  NAD 27      -  35 59 08.61105(N)    087 07 18.45238(W) AD(       ) 3
 FD1505
 FD1505.Superseded values are not recommended for survey control.
 FD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1505.See file dsdata.txt to determine how the superseded data were derived.
 FD1505
 FD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8902182379(NAD 83)
 FD1505_MARKER: 53 = ELEVATED TANK
 FD1505
 FD1505  HISTORY     - Date     Condition        Report By
 FD1505  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1505
 FD1505                          STATION DESCRIPTION
 FD1505
 FD1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1505'THE STATION IS THE FINIAL KNOB ATOP THE FAIRVIEW, MUNICIPAL
 FD1505'WATER TANK THAT IS LOCATED ABOUT 0.3 MILE NORTH OF STATE HIGHWAY
 FD1505'100 AND AT THE WEST EDGE OF THE CITY OF FAIRVIEW.  THE TANK IS
 FD1505'SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS
 FD1505'ABOUT 130 FEET IN HEIGHT.  IT IS PAINTED ALUMINUM IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1080 ***********************************************************************
 GA1080  DESIGNATION -  FALL
 GA1080  PID         -  GA1080
 GA1080  STATE/COUNTY-  TN/GREENE
 GA1080  USGS QUAD   -  LOVELACE (1971)
 GA1080
 GA1080                         *CURRENT SURVEY CONTROL
 GA1080  ___________________________________________________________________
 GA1080* NAD 83(1995)-  36 24 23.96187(N)    082 38 15.14726(W)     ADJUSTED  
 GA1080* NAVD 88     -       514.714  (meters)    1688.69   (feet)  ADJUSTED  
 GA1080  ___________________________________________________________________
 GA1080  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GA1080  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1080  DYNAMIC HT  -         514.234 (meters)    1687.12  (feet)  COMP
 GA1080  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA1080
 GA1080  HORZ ORDER  -  SECOND
 GA1080  VERT ORDER  -  SECOND    CLASS 0
 GA1080
 GA1080.The horizontal coordinates were established by classical geodetic methods
 GA1080.and adjusted by the National Geodetic Survey in April 1999..
 GA1080
 GA1080.The orthometric height was determined by differential leveling
 GA1080.and adjusted by the National Geodetic Survey in June 1991..
 GA1080
 GA1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1080
 GA1080.The geoid height was determined by GEOID03.
 GA1080
 GA1080.The dynamic height is computed by dividing the NAVD 88
 GA1080.geopotential number by the normal gravity value computed on the
 GA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1080.degrees latitude (g = 980.6199 gals.).
 GA1080
 GA1080.The modeled gravity was interpolated from observed gravity values.
 GA1080
 GA1080;                    North         East     Units Scale Factor Converg.
 GA1080;SPC TN       -   235,218.494   901,547.728   MT  0.99999824   +1 58 06.7
 GA1080;SPC TN       -   771,712.68  2,957,827.84   sFT  0.99999824   +1 58 06.7
 GA1080;UTM  17      - 4,030,299.635   353,167.803   MT  0.99986563   -0 58 19.5
 GA1080
 GA1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1080!SPC TN       -   0.99992415  x   0.99999824  =   0.99992239
 GA1080!UTM  17      -   0.99992415  x   0.99986563  =   0.99978979
 GA1080
 GA1080|---------------------------------------------------------------------|
 GA1080| PID    Reference Object                     Distance      Geod. Az  |
 GA1080|                                                           dddmmss.s |
 GA1080| GA1081 FALL RM 1                            24.382 METERS 21943     |
 GA1080| GA3392 AIRWAY BEACON 23                    APPROX. 5.9 KM 2740302.1 |
 GA1080| GA1079 FALL RM 2                            24.304 METERS 28809     |
 GA1080| DB9309 FALL AZ MK                                         3543427.7 |
 GA1080|---------------------------------------------------------------------|
 GA1080
 GA1080                          SUPERSEDED SURVEY CONTROL
 GA1080
 GA1080  NAD 83(1995)-  36 24 23.96406(N)    082 38 15.14984(W) AD(       ) 2
 GA1080  NAD 83(1995)-  36 24 23.97276(N)    082 38 15.16547(W) AD(       ) 2
 GA1080  NAD 83(1995)-  36 24 23.96708(N)    082 38 15.14965(W) AD(       ) 2
 GA1080  NAD 83(1986)-  36 24 23.96958(N)    082 38 15.15096(W) AD(       ) 2
 GA1080  NAD 27      -  36 24 23.60540(N)    082 38 15.58730(W) AD(       ) 2
 GA1080  NGVD 29 (??/??/92)  514.850  (m)         1689.14   (f) ADJ UNCH    2 0
 GA1080
 GA1080.Superseded values are not recommended for survey control.
 GA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1080.See file dsdata.txt to determine how the superseded data were derived.
 GA1080
 GA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5316830300(NAD 83)
 GA1080_MARKER: DE = TRAVERSE STATION DISK
 GA1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1080_STAMPING: FALL 1961
 GA1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1080+STABILITY: SURFACE MOTION
 GA1080
 GA1080  HISTORY     - Date     Condition        Report By
 GA1080  HISTORY     - 1961     MONUMENTED       CGS
 GA1080  HISTORY     - 1961     GOOD             CGS
 GA1080
 GA1080                          STATION DESCRIPTION
 GA1080
 GA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1080'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CEDAR LANE, ABOUT 2
 GA1080'MILES SOUTHWEST OF
 GA1080'FALL BRANCH AND 2 MILES NORTHWEST OF HAW CROSSROAD.
 GA1080'
 GA1080'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA1080'STATE HIGHWAY 81 FOR
 GA1080'0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 GA1080'1.15 MILES TO A CROSSROAD AND THE
 GA1080'AZIMUTH MARK ON THE RIGHT.  TURN
 GA1080'LEFT AND GO 0.35 MILE TO A GATE ON THE LEFT AT FARM
 GA1080'BUILDINGS, TURN
 GA1080'LEFT PASSING THROUGH GATE, KEEP TO THE RIGHT, SOUTH SIDE OF WOODEN
 GA1080'BUILDINGS AND GO
 GA1080'NORTHEAST FOR 0.1 MILE TO THE HIGHEST PART OF HILL
 GA1080'AND THE STATION.
 GA1080'
 GA1080'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED FALL 1961, SET IN A
 GA1080'SQUARE CONCRETE MONUMENT
 GA1080'WHICH IS FLUSH.  IT IS 50 FEET NORTH OF A T-FENCE
 GA1080'CORNER POST, 24 FEET WEST OF A WIRE
 GA1080'FENCE AND 1.8 FEET NORTHEAST OF A
 GA1080'WITNESS POST AND SIGN.
 GA1080'
 GA1080'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FALL NO 1 1961, SET
 GA1080'IN A SQUARE CONCRETE
 GA1080'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 68 FEET WEST
 GA1080'OF A T-FENCE CORNER POST, 1 FOOT
 GA1080'NORTH OF A WIRE FENCE AND ABOUT 3
 GA1080'FEET BELOW THE STATION ELEVATION.
 GA1080'
 GA1080'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FALL NO 2 1961,
 GA1080'CEMENTED IN A DRILLED HOLE
 GA1080'IN OUTCROPPING BEDROCK FLUSH.  IT IS 130 FEET WEST OF A
 GA1080'WIRE FENCE, 90 FEET NORTH OF A
 GA1080'WIRE FENCE, 40 FEET NORTHEAST OF AN
 GA1080'18-INCH TREE AND ABOUT 4 FEET BELOW THE STATION
 GA1080'ELEVATION.
 GA1080'
 GA1080'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FALL 1961, SET IN A
 GA1080'SQUARE CONCRETE
 GA1080'MONUMENT WHICH IS FLUSH.  IT IS 161 FEET EAST OF THE CENTER
 GA1080'OF A CROSSROAD, 47 FEET
 GA1080'NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK
 GA1080'BUILDING, 2.1 FEET NORTH OF A WITNESS POST
 GA1080'AND SIGN AND SET IN A
 GA1080'NORTH-SOUTH WIRE FENCE.
 GA1080'
 GA1080'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GA1080
 GA1080                          STATION RECOVERY (1961)
 GA1080
 GA1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1080'2.9 MI SW FROM FALL BRANCH.
 GA1080'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1080'STATE HIGHWAY 81 TO A CROSSROAD, THEN GO 1.45 MILE SOUTHWESTERLY
 GA1080'TO A T JUNCTION, THEN GO 0.15 MILE NORTHWEST TO A Y JUNCTION, TAKE
 GA1080'THE RIGHT FORK AND GO 0.8 MILE TO SOME FARM BUILDINGS ON THE
 GA1080'RIGHT NEAR THE CREST OF A HILL, TURN RIGHT, SOUTH, PASSING
 GA1080'THROUGH GATE, KEEP TO THE RIGHT, SOUTH SIDE OF WOODEN BUILDINGS
 GA1080'AND GO NORTHEAST FOR 0.1 MILE TO THE HIGHEST PART OF HILL AND
 GA1080'THE STATION.  THE STATION MARK IS 50 FT. NORTH OF A T-FENCE
 GA1080'CORNER POST, 24 FT. WEST OF A WIRE FENCE AND 1.8 FT. NORTHEAST OF
 GA1080'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GA1080'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3393 ***********************************************************************
 GA3393  DESIGNATION -  FALL BRANCH
 GA3393  PID         -  GA3393
 GA3393  STATE/COUNTY-  TN/WASHINGTON
 GA3393  USGS QUAD   -  LOVELACE (1971)
 GA3393
 GA3393                         *CURRENT SURVEY CONTROL
 GA3393  ___________________________________________________________________
 GA3393* NAD 83(1995)-  36 25 50.17189(N)    082 37 46.11304(W)     ADJUSTED  
 GA3393* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 GA3393  ___________________________________________________________________
 GA3393  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GA3393  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA3393
 GA3393  HORZ ORDER  -  THIRD
 GA3393
 GA3393.The horizontal coordinates were established by classical geodetic methods
 GA3393.and adjusted by the National Geodetic Survey in April 1999..
 GA3393
 GA3393.The orthometric height was scaled from a topographic map.
 GA3393
 GA3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3393
 GA3393.The geoid height was determined by GEOID03.
 GA3393
 GA3393;                    North         East     Units Scale Factor Converg.
 GA3393;SPC TN       -   237,899.146   902,179.223   MT  1.00000250   +1 58 23.7
 GA3393;SPC TN       -   780,507.45  2,959,899.67   sFT  1.00000250   +1 58 23.7
 GA3393;UTM  17      - 4,032,943.997   353,935.892   MT  0.99986286   -0 58 04.2
 GA3393
 GA3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3393!SPC TN       -   0.99993810  x   1.00000250  =   0.99994060
 GA3393!UTM  17      -   0.99993810  x   0.99986286  =   0.99980097
 GA3393
 GA3393:                Primary Azimuth Mark                     Grid Az
 GA3393:SPC TN       -  FALL BRANCH AZ MK                        045 12 43.7
 GA3393:UTM  17      -  FALL BRANCH AZ MK                        048 09 11.6
 GA3393
 GA3393|---------------------------------------------------------------------|
 GA3393| PID    Reference Object                     Distance      Geod. Az  |
 GA3393|                                                           dddmmss.s |
 GA3393| GA0931 FALL BRANCH AZ MK                                  0471107.4 |
 GA3393| GA0932 FALL BRANCH RM 1                     14.591 METERS 07751     |
 GA3393| GA0933 FALL BRANCH RM 2                     72.975 METERS 19248     |
 GA3393| GA3396 CHIMNEY RESET                       APPROX. 7.4 KM 2501832.0 |
 GA3393|---------------------------------------------------------------------|
 GA3393
 GA3393                          SUPERSEDED SURVEY CONTROL
 GA3393
 GA3393  NAD 83(1995)-  36 25 50.17486(N)    082 37 46.11203(W) AD(       ) 3
 GA3393  NAD 83(1995)-  36 25 50.18337(N)    082 37 46.12278(W) AD(       ) 3
 GA3393  NAD 83(1995)-  36 25 50.17586(N)    082 37 46.11797(W) AD(       ) 3
 GA3393  NAD 83(1986)-  36 25 50.17891(N)    082 37 46.11750(W) AD(       ) 3
 GA3393  NAD 27      -  36 25 49.81000(N)    082 37 46.57100(W) AD(       ) 3
 GA3393
 GA3393.Superseded values are not recommended for survey control.
 GA3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3393.See file dsdata.txt to determine how the superseded data were derived.
 GA3393
 GA3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5393632944(NAD 83)
 GA3393_MARKER: DS = TRIANGULATION STATION DISK
 GA3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3393
 GA3393  HISTORY     - Date     Condition        Report By
 GA3393  HISTORY     - 1934     MONUMENTED       CGS
 GA3393  HISTORY     - 20010331 GOOD             NGS
 GA3393
 GA3393                          STATION DESCRIPTION
 GA3393
 GA3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAA)
 GA3393'ABOUT 0.95 MILE NORTH-NORTHEAST OF FALL BRANCH POST OFFICE, 0.175
 GA3393'MILE SOUTHWEST OF
 GA3393'WASHINGTON-SULLIVAN COUNTY LINE, AND ON NORTHWEST
 GA3393'SIDE OF RIGHT-OF-WAY OF STATE ROUTE
 GA3393'81.  TO REACH FROM FALL BRANCH
 GA3393'POST OFFICE, FOLLOW STATE ROUTE 81 NORTH 0.95 MILE TO
 GA3393'RIGHT-HAND
 GA3393'CURVE ON HIGHWAY ON DOWN GRADE TO GRAVEL TURNOUT AND LARGE
 GA3393'WHITEWASHED ROCK
 GA3393'ON LEFT.  STATION IS 37.9 FEET FROM WHITEWASHED
 GA3393'BOULDER, 24.1 FEET FROM 6-INCH
 GA3393'WHITE-OAK TREE, 18.5 FEET FROM CENTER
 GA3393'LINE OF ROAD, AND 6.3 FEET FROM FENCE LINE.
 GA3393'SURFACE AND UNDERGROUND
 GA3393'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3393'REFERENCE
 GA3393'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 GA3393'NO. 1 IS 14.1
 GA3393'FEET EAST OF CENTER LINE OF ROAD, 9.0 FEET
 GA3393'OUTSIDE OF FENCE LINE, 4 FEET ABOVE HIGHWAY,
 GA3393'IN BEDROCK OUTCROP ON
 GA3393'SIDE SLOPE, AND 47.87 FEET FROM STATION N 77 DEG 51 MIN E.
 GA3393'NO. 2 IS
 GA3393'38.7 FEET FROM 14-INCH HICKORY TREE, 17.6 FEET SOUTHEAST OF
 GA3393'CENTER LINE OF ROAD, 7.3
 GA3393'FEET OUTSIDE OF FENCE LINE, IN BEDROCK
 GA3393'OUTCROP ON SIDE SLOPE, 2 FEET ABOVE
 GA3393'HIGHWAY, AND 239.42 FEET FROM
 GA3393'STATION S 12 DEG 48 MIN W.  AZIMUTH MARK IS
 GA3393'46.2 FEET FROM
 GA3393'5-INCH PINE TREE ON FENCE LINE, 15.6 FEET SOUTHEAST OF CENTER LINE OF
 GA3393'ROAD, 7.4 FEET
 GA3393'OUTSIDE OF FENCE LINE, 4 FEET ABOVE HIGHWAY, IN
 GA3393'BEDROCK OUTCROP ON SIDE SLOPE,
 GA3393'AND ABOUT 450 FEET FROM STATION
 GA3393'N 7 DEG 11 MIN E.
 GA3393
 GA3393                          STATION RECOVERY (2001)
 GA3393
 GA3393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA3393'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0931 ***********************************************************************
 GA0931  DESIGNATION -  FALL BRANCH AZ MK
 GA0931  PID         -  GA0931
 GA0931  STATE/COUNTY-  TN/WASHINGTON
 GA0931  USGS QUAD   -  LOVELACE (1971)
 GA0931
 GA0931                         *CURRENT SURVEY CONTROL
 GA0931  ___________________________________________________________________
 GA0931* NAD 83(1986)-  36 25 54.     (N)    082 37 42.     (W)     SCALED    
 GA0931* NAVD 88     -       422.641  (meters)    1386.61   (feet)  ADJUSTED  
 GA0931  ___________________________________________________________________
 GA0931  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0931  DYNAMIC HT  -         422.249 (meters)    1385.33  (feet)  COMP
 GA0931  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GA0931
 GA0931  VERT ORDER  -  SECOND    CLASS 0
 GA0931
 GA0931.The horizontal coordinates were scaled from a topographic map and have
 GA0931.an estimated accuracy of +/- 6 seconds.
 GA0931
 GA0931.The orthometric height was determined by differential leveling
 GA0931.and adjusted by the National Geodetic Survey in June 1991..
 GA0931
 GA0931.The geoid height was determined by GEOID03.
 GA0931
 GA0931.The dynamic height is computed by dividing the NAVD 88
 GA0931.geopotential number by the normal gravity value computed on the
 GA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0931.degrees latitude (g = 980.6199 gals.).
 GA0931
 GA0931.The modeled gravity was interpolated from observed gravity values.
 GA0931
 GA0931;                    North         East    Units  Estimated Accuracy
 GA0931;SPC TN       -   238,020.      902,280.      MT  (+/- 180 meters Scaled)
 GA0931
 GA0931                          SUPERSEDED SURVEY CONTROL
 GA0931
 GA0931  NGVD 29 (??/??/92)  422.780  (m)         1387.07   (f) ADJ UNCH    2 0
 GA0931
 GA0931.Superseded values are not recommended for survey control.
 GA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0931.See file dsdata.txt to determine how the superseded data were derived.
 GA0931
 GA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA540330(NAD 83)
 GA0931_MARKER: DR = REFERENCE MARK DISK
 GA0931_SETTING: 80 = SET IN A BOULDER
 GA0931_SP_SET: BOULDER
 GA0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0931+STABILITY: SURFACE MOTION
 GA0931
 GA0931  HISTORY     - Date     Condition        Report By
 GA0931  HISTORY     - 1934     MONUMENTED       CGS
 GA0931  HISTORY     - 1935     GOOD             NGS
 GA0931  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0931
 GA0931                          STATION DESCRIPTION
 GA0931
 GA0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0931'1.1 MI N FROM FALL BRANCH.
 GA0931'1.1 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0931'FALL BRANCH, WASHINGTON COUNTY, 15 FEET SOUTHEAST OF THE CENTERLINE
 GA0931'OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND 4 FEET HIGHER
 GA0931'THAN THE HIGHWAY.  A STANDARD REFERENCE MARK DISK.
 GA0931
 GA0931                          STATION RECOVERY (2001)
 GA0931
 GA0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0931'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0932 ***********************************************************************
 GA0932  DESIGNATION -  FALL BRANCH RM 1
 GA0932  PID         -  GA0932
 GA0932  STATE/COUNTY-  TN/WASHINGTON
 GA0932  USGS QUAD   -  LOVELACE (1971)
 GA0932
 GA0932                         *CURRENT SURVEY CONTROL
 GA0932  ___________________________________________________________________
 GA0932* NAD 83(1986)-  36 25 49.     (N)    082 37 46.     (W)     SCALED    
 GA0932* NAVD 88     -       426.542  (meters)    1399.41   (feet)  ADJUSTED  
 GA0932  ___________________________________________________________________
 GA0932  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0932  DYNAMIC HT  -         426.146 (meters)    1398.11  (feet)  COMP
 GA0932  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA0932
 GA0932  VERT ORDER  -  SECOND    CLASS 0
 GA0932
 GA0932.The horizontal coordinates were scaled from a topographic map and have
 GA0932.an estimated accuracy of +/- 6 seconds.
 GA0932
 GA0932.The orthometric height was determined by differential leveling
 GA0932.and adjusted by the National Geodetic Survey in June 1991..
 GA0932
 GA0932.The geoid height was determined by GEOID03.
 GA0932
 GA0932.The dynamic height is computed by dividing the NAVD 88
 GA0932.geopotential number by the normal gravity value computed on the
 GA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0932.degrees latitude (g = 980.6199 gals.).
 GA0932
 GA0932.The modeled gravity was interpolated from observed gravity values.
 GA0932
 GA0932;                    North         East    Units  Estimated Accuracy
 GA0932;SPC TN       -   237,860.      902,180.      MT  (+/- 180 meters Scaled)
 GA0932
 GA0932                          SUPERSEDED SURVEY CONTROL
 GA0932
 GA0932  NGVD 29 (??/??/92)  426.680  (m)         1399.87   (f) ADJ UNCH    2 0
 GA0932
 GA0932.Superseded values are not recommended for survey control.
 GA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0932.See file dsdata.txt to determine how the superseded data were derived.
 GA0932
 GA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA539329(NAD 83)
 GA0932_MARKER: DR = REFERENCE MARK DISK
 GA0932_SETTING: 80 = SET IN A BOULDER
 GA0932_SP_SET: BOULDER
 GA0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0932+STABILITY: SURFACE MOTION
 GA0932
 GA0932  HISTORY     - Date     Condition        Report By
 GA0932  HISTORY     - 1934     MONUMENTED       CGS
 GA0932  HISTORY     - 1935     GOOD             NGS
 GA0932  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0932
 GA0932                          STATION DESCRIPTION
 GA0932
 GA0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0932'1 MI N FROM FALL BRANCH.
 GA0932'1.0 MILE NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0932'FALL BRANCH, WASHINGTON COUNTY, 18 FEET SOUTHEAST OF THE CENTERLINE
 GA0932'OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND 4 FEET HIGHER
 GA0932'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK.
 GA0932
 GA0932                          STATION RECOVERY (2001)
 GA0932
 GA0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0932'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0933 ***********************************************************************
 GA0933  DESIGNATION -  FALL BRANCH RM 2
 GA0933  PID         -  GA0933
 GA0933  STATE/COUNTY-  TN/WASHINGTON
 GA0933  USGS QUAD   -  LOVELACE (1971)
 GA0933
 GA0933                         *CURRENT SURVEY CONTROL
 GA0933  ___________________________________________________________________
 GA0933* NAD 83(1986)-  36 25 49.     (N)    082 37 46.     (W)     SCALED    
 GA0933* NAVD 88     -       427.709  (meters)    1403.24   (feet)  ADJUSTED  
 GA0933  ___________________________________________________________________
 GA0933  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0933  DYNAMIC HT  -         427.312 (meters)    1401.94  (feet)  COMP
 GA0933  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA0933
 GA0933  VERT ORDER  -  SECOND    CLASS 0
 GA0933
 GA0933.The horizontal coordinates were scaled from a topographic map and have
 GA0933.an estimated accuracy of +/- 6 seconds.
 GA0933
 GA0933.The orthometric height was determined by differential leveling
 GA0933.and adjusted by the National Geodetic Survey in June 1991..
 GA0933
 GA0933.The geoid height was determined by GEOID03.
 GA0933
 GA0933.The dynamic height is computed by dividing the NAVD 88
 GA0933.geopotential number by the normal gravity value computed on the
 GA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0933.degrees latitude (g = 980.6199 gals.).
 GA0933
 GA0933.The modeled gravity was interpolated from observed gravity values.
 GA0933
 GA0933;                    North         East    Units  Estimated Accuracy
 GA0933;SPC TN       -   237,860.      902,180.      MT  (+/- 180 meters Scaled)
 GA0933
 GA0933                          SUPERSEDED SURVEY CONTROL
 GA0933
 GA0933  NGVD 29 (??/??/92)  427.847  (m)         1403.69   (f) ADJ UNCH    2 0
 GA0933
 GA0933.Superseded values are not recommended for survey control.
 GA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0933.See file dsdata.txt to determine how the superseded data were derived.
 GA0933
 GA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA539329(NAD 83)
 GA0933_MARKER: DR = REFERENCE MARK DISK
 GA0933_SETTING: 80 = SET IN A BOULDER
 GA0933_SP_SET: BOULDER
 GA0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0933+STABILITY: SURFACE MOTION
 GA0933
 GA0933  HISTORY     - Date     Condition        Report By
 GA0933  HISTORY     - 1934     MONUMENTED       CGS
 GA0933  HISTORY     - 1935     GOOD             NGS
 GA0933  HISTORY     - 20010331 GOOD             NGS
 GA0933
 GA0933                          STATION DESCRIPTION
 GA0933
 GA0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0933'0.9 MI N FROM FALL BRANCH.
 GA0933'0.9 MILE NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0933'FALL BRANCH, WASHINGTON COUNTY, 15 FEET EAST OF THE CENTERLINE
 GA0933'OF THE HIGHWAY, 50 FEET NORTHEAST OF A LARGE OAK TREE, 25 FEET
 GA0933'NORTH OF A POLE, IN THE TOP OF A LARGE BOULDER, AND 3 FEET HIGHER
 GA0933'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK.
 GA0933
 GA0933                          STATION RECOVERY (2001)
 GA0933
 GA0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1081 ***********************************************************************
 GA1081  DESIGNATION -  FALL RM 1
 GA1081  PID         -  GA1081
 GA1081  STATE/COUNTY-  TN/GREENE
 GA1081  USGS QUAD   -  LOVELACE (1971)
 GA1081
 GA1081                         *CURRENT SURVEY CONTROL
 GA1081  ___________________________________________________________________
 GA1081* NAD 83(1986)-  36 24 23.     (N)    082 38 15.     (W)     SCALED    
 GA1081* NAVD 88     -       513.019  (meters)    1683.13   (feet)  ADJUSTED  
 GA1081  ___________________________________________________________________
 GA1081  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1081  DYNAMIC HT  -         512.541 (meters)    1681.56  (feet)  COMP
 GA1081  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA1081
 GA1081  VERT ORDER  -  SECOND    CLASS 0
 GA1081
 GA1081.The horizontal coordinates were scaled from a topographic map and have
 GA1081.an estimated accuracy of +/- 6 seconds.
 GA1081
 GA1081.The orthometric height was determined by differential leveling
 GA1081.and adjusted by the National Geodetic Survey in June 1991..
 GA1081
 GA1081.The geoid height was determined by GEOID03.
 GA1081
 GA1081.The dynamic height is computed by dividing the NAVD 88
 GA1081.geopotential number by the normal gravity value computed on the
 GA1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1081.degrees latitude (g = 980.6199 gals.).
 GA1081
 GA1081.The modeled gravity was interpolated from observed gravity values.
 GA1081
 GA1081;                    North         East    Units  Estimated Accuracy
 GA1081;SPC TN       -   235,190.      901,550.      MT  (+/- 180 meters Scaled)
 GA1081
 GA1081                          SUPERSEDED SURVEY CONTROL
 GA1081
 GA1081  NGVD 29 (??/??/92)  513.156  (m)         1683.58   (f) ADJ UNCH    2 0
 GA1081
 GA1081.Superseded values are not recommended for survey control.
 GA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1081.See file dsdata.txt to determine how the superseded data were derived.
 GA1081
 GA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA531302(NAD 83)
 GA1081_MARKER: DR = REFERENCE MARK DISK
 GA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1081_STAMPING: FALL NO 1 1961
 GA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1081+STABILITY: SURFACE MOTION
 GA1081
 GA1081  HISTORY     - Date     Condition        Report By
 GA1081  HISTORY     - 1961     MONUMENTED       CGS
 GA1081
 GA1081                          STATION DESCRIPTION
 GA1081
 GA1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1081'2.9 MI SW FROM FALL BRANCH.
 GA1081'THIS MARK IS LOCATED AT THE FALL 1961 STATION SITE, 80 FT.
 GA1081'SOUTHWEST OF THE STATION MARK, 68 FT. WEST OF A T-FENCE CORNER
 GA1081'POST AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 GA1081'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- SEE DESCRIPTION
 GA1081'FOR STATION FALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1079 ***********************************************************************
 GA1079  DESIGNATION -  FALL RM 2
 GA1079  PID         -  GA1079
 GA1079  STATE/COUNTY-  TN/GREENE
 GA1079  USGS QUAD   -  LOVELACE (1971)
 GA1079
 GA1079                         *CURRENT SURVEY CONTROL
 GA1079  ___________________________________________________________________
 GA1079* NAD 83(1986)-  36 24 23.     (N)    082 38 15.     (W)     SCALED    
 GA1079* NAVD 88     -       511.411  (meters)    1677.85   (feet)  ADJUSTED  
 GA1079  ___________________________________________________________________
 GA1079  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1079  DYNAMIC HT  -         510.933 (meters)    1676.29  (feet)  COMP
 GA1079  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA1079
 GA1079  VERT ORDER  -  SECOND    CLASS 0
 GA1079
 GA1079.The horizontal coordinates were scaled from a topographic map and have
 GA1079.an estimated accuracy of +/- 6 seconds.
 GA1079
 GA1079.The orthometric height was determined by differential leveling
 GA1079.and adjusted by the National Geodetic Survey in June 1991..
 GA1079
 GA1079.The geoid height was determined by GEOID03.
 GA1079
 GA1079.The dynamic height is computed by dividing the NAVD 88
 GA1079.geopotential number by the normal gravity value computed on the
 GA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1079.degrees latitude (g = 980.6199 gals.).
 GA1079
 GA1079.The modeled gravity was interpolated from observed gravity values.
 GA1079
 GA1079;                    North         East    Units  Estimated Accuracy
 GA1079;SPC TN       -   235,190.      901,550.      MT  (+/- 180 meters Scaled)
 GA1079
 GA1079                          SUPERSEDED SURVEY CONTROL
 GA1079
 GA1079  NGVD 29 (??/??/92)  511.547  (m)         1678.30   (f) ADJ UNCH    2 0
 GA1079
 GA1079.Superseded values are not recommended for survey control.
 GA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1079.See file dsdata.txt to determine how the superseded data were derived.
 GA1079
 GA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA531302(NAD 83)
 GA1079_MARKER: DR = REFERENCE MARK DISK
 GA1079_SETTING: 66 = SET IN ROCK OUTCROP
 GA1079_SP_SET: OUTCROPPING BEDROCK
 GA1079_STAMPING: FALL NO 2 1961
 GA1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1079+STABILITY: POSITION/ELEVATION WELL
 GA1079
 GA1079  HISTORY     - Date     Condition        Report By
 GA1079  HISTORY     - 1961     MONUMENTED       CGS
 GA1079
 GA1079                          STATION DESCRIPTION
 GA1079
 GA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1079'2.9 MI SW FROM FALL BRANCH.
 GA1079'THIS MARK IS LOCATED AT THE FALL 1961 STATION SITE 80 FT. WEST OF
 GA1079'THE STATION MARK, 130 FT. WEST OF A WIRE FENCE, 90 FT. NORTH OF
 GA1079'A WIRE FENCE AND 40 FT. NORTHEAST OF AN 18-INCH TREE.  THE DISK IS
 GA1079'CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK.  NOTE-- SEE
 GA1079'DESCRIPTION FOR STATION FALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2341 ***********************************************************************
 GC2341  DESIGNATION -  FALLS
 GC2341  PID         -  GC2341
 GC2341  STATE/COUNTY-  TN/DAVIDSON
 GC2341  USGS QUAD   -  WHITES CREEK (1994)
 GC2341
 GC2341                         *CURRENT SURVEY CONTROL
 GC2341  ___________________________________________________________________
 GC2341* NAD 83(1995)-  36 19 27.26453(N)    086 52 05.41240(W)     ADJUSTED  
 GC2341* NAVD 88     -       246.7    (meters)     809.     (feet)  VERTCON   
 GC2341  ___________________________________________________________________
 GC2341  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GC2341  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2341
 GC2341  HORZ ORDER  -  THIRD
 GC2341
 GC2341.The horizontal coordinates were established by classical geodetic methods
 GC2341.and adjusted by the National Geodetic Survey in April 1999..
 GC2341
 GC2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2341
 GC2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2341
 GC2341.The geoid height was determined by GEOID03.
 GC2341
 GC2341;                    North         East     Units Scale Factor Converg.
 GC2341;SPC TN       -   221,238.320   522,046.462   MT  0.99998491   -0 30 29.7
 GC2341;SPC TN       -   725,846.05  1,712,747.43   sFT  0.99998491   -0 30 29.7
 GC2341;UTM  16      - 4,019,920.464   511,832.690   MT  0.99960173   +0 04 41.1
 GC2341
 GC2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2341!SPC TN       -   0.99996590  x   0.99998491  =   0.99995081
 GC2341!UTM  16      -   0.99996590  x   0.99960173  =   0.99956764
 GC2341
 GC2341:                Primary Azimuth Mark                     Grid Az
 GC2341:SPC TN       -  JOELTON FAA MICROWAVE MAST               025 23 08.3
 GC2341:UTM  16      -  JOELTON FAA MICROWAVE MAST               024 47 57.5
 GC2341
 GC2341|---------------------------------------------------------------------|
 GC2341| PID    Reference Object                     Distance      Geod. Az  |
 GC2341|                                                           dddmmss.s |
 GC2341| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 1.4 KM 0245238.6 |
 GC2341| GC2355 FALLS 2                             200.939 METERS 11717     |
 GC2341| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.5 KM 1304500.0 |
 GC2341| GC2356 FALLS AZ MK                         204.289 METERS 17239     |
 GC2341| GC2359 JOELTON MUNICIPAL TANK              APPROX. 1.1 KM 2193719.4 |
 GC2341| CG5776 FALLS RM 1                           24.172 METERS 25516     |
 GC2341| CG5777 FALLS RM 2                           24.954 METERS 33437     |
 GC2341|---------------------------------------------------------------------|
 GC2341
 GC2341                          SUPERSEDED SURVEY CONTROL
 GC2341
 GC2341  NAD 83(1995)-  36 19 27.26599(N)    086 52 05.41409(W) AD(       ) 3
 GC2341  NAD 83(1995)-  36 19 27.26872(N)    086 52 05.41541(W) AD(       ) 3
 GC2341  NAD 83(1986)-  36 19 27.27443(N)    086 52 05.41561(W) AD(       ) 3
 GC2341  NAD 27      -  36 19 27.08945(N)    086 52 05.41943(W) AD(       ) 3
 GC2341  NGVD 29 (07/19/86)  246.8    (m)          810.     (f) VERT ANG       
 GC2341
 GC2341.Superseded values are not recommended for survey control.
 GC2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2341.See file dsdata.txt to determine how the superseded data were derived.
 GC2341
 GC2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1183319920(NAD 83)
 GC2341_MARKER: DD = SURVEY DISK
 GC2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2341_MARK LOGO: TNHD  
 GC2341
 GC2341  HISTORY     - Date     Condition        Report By
 GC2341  HISTORY     - 1965     MONUMENTED       TNHD
 GC2341  HISTORY     - 1973     GOOD             NGS
 GC2341
 GC2341                          STATION DESCRIPTION
 GC2341
 GC2341'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2341'THE STATION IS LOCATED ALONG U.S. HIGHWAY 431, ABOUT 1 MILE NORTH OF
 GC2341'JOELTON.
 GC2341'
 GC2341'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON
 GC2341'OLD CLARKSVILLE PIKE FOR 0.1 MILE TO THE INTERSECTION OF
 GC2341'U.S. HIGHWAY 431, TURN LEFT, NORTH, AND GO 0.65 MILE ON U.S. HIGHWAY
 GC2341'431 TO THE AZIMUTH MARK ON THE LEFT. CONTINUE STRAIGHT,
 GC2341'NORTHERLY, FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 GC2341'
 GC2341'THE STATION IS 51 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC2341'431, 27 FEET EAST OF A POWER POLE AND 24 FEET NORTHEAST OF AN
 GC2341'18-INCH MAPLE TREE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2341'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED FALLS
 GC2341'1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2341'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2341'CONCRETE MONUMENT.
 GC2341'
 GC2341'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF
 GC2341'U.S. HIGHWAY 431, 26 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET
 GC2341'EAST OF A WIRE FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2341'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2341'CONCRETE MONUMENT AND THE DISK IS STAMPED FALLS RM-1 1965.
 GC2341'
 GC2341'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2341'U.S. HIGHWAY 431. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2341'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC2341'MONUMENT AND THE DISK IS STAMPED FALLS RM-2 1965.
 GC2341'
 GC2341'THE AZIMUTH MARK IS 28 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC2341'HIGHWAY 431 AND 2 FEET NORTH OF A TELEPHONE POLE. THE MARK IS A
 GC2341'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2341'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2341'FALLS AZI 1965.
 GC2341'
 GC2341'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GC2341'
 GC2341'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2341
 GC2341                          STATION RECOVERY (1973)
 GC2341
 GC2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GC2341'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2341'CONDITION.  DUE TO CONSTRUCTION OF AN INTERCHANGE ON U. S. HIGHWAY
 GC2341'431 AND INTERSTATE ROUTE 24, ALL MARKS WILL BE DESTROYED.  A NEW
 GC2341'STATION FALLS 2 1973 WAS ESTABLISHED.
 GC2341'
 GC2341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 GC2341'JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2355 ***********************************************************************
 GC2355  DESIGNATION -  FALLS 2
 GC2355  PID         -  GC2355
 GC2355  STATE/COUNTY-  TN/DAVIDSON
 GC2355  USGS QUAD   -  WHITES CREEK (1994)
 GC2355
 GC2355                         *CURRENT SURVEY CONTROL
 GC2355  ___________________________________________________________________
 GC2355* NAD 83(1995)-  36 19 24.27556(N)    086 51 58.25304(W)     ADJUSTED  
 GC2355* NAVD 88     -       255.1    (meters)     837.     (feet)  VERTCON   
 GC2355  ___________________________________________________________________
 GC2355  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GC2355  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2355
 GC2355  HORZ ORDER  -  SECOND
 GC2355
 GC2355.The horizontal coordinates were established by classical geodetic methods
 GC2355.and adjusted by the National Geodetic Survey in April 1999..
 GC2355
 GC2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2355
 GC2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2355
 GC2355.The geoid height was determined by GEOID03.
 GC2355
 GC2355;                    North         East     Units Scale Factor Converg.
 GC2355;SPC TN       -   221,144.612   522,224.210   MT  0.99998479   -0 30 25.5
 GC2355;SPC TN       -   725,538.61  1,713,330.60   sFT  0.99998479   -0 30 25.5
 GC2355;UTM  16      - 4,019,828.615   512,011.319   MT  0.99960178   +0 04 45.4
 GC2355
 GC2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2355!SPC TN       -   0.99996458  x   0.99998479  =   0.99994937
 GC2355!UTM  16      -   0.99996458  x   0.99960178  =   0.99956637
 GC2355
 GC2355:                Primary Azimuth Mark                     Grid Az
 GC2355:SPC TN       -  JOELTON FAA MICROWAVE MAST               017 31 43.6
 GC2355:UTM  16      -  JOELTON FAA MICROWAVE MAST               016 56 32.7
 GC2355
 GC2355|---------------------------------------------------------------------|
 GC2355| PID    Reference Object                     Distance      Geod. Az  |
 GC2355|                                                           dddmmss.s |
 GC2355| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 1.5 KM 0170118.1 |
 GC2355| CG5774 FALLS 2 RM 3                         12.770 METERS 09922     |
 GC2355| GC2359 JOELTON MUNICIPAL TANK              APPROX. 1.1 KM 2292915.4 |
 GC2355| GC2356 FALLS AZ MK                         188.254 METERS 23404     |
 GC2355| CG5775 FALLS 2 RM 4                         11.624 METERS 27946     |
 GC2355| GC2341 FALLS                               200.939 METERS 29717     |
 GC2355|---------------------------------------------------------------------|
 GC2355
 GC2355                          SUPERSEDED SURVEY CONTROL
 GC2355
 GC2355  NAD 83(1995)-  36 19 24.27703(N)    086 51 58.25473(W) AD(       ) 2
 GC2355  NAD 83(1995)-  36 19 24.27977(N)    086 51 58.25605(W) AD(       ) 2
 GC2355  NAD 83(1986)-  36 19 24.28547(N)    086 51 58.25624(W) AD(       ) 2
 GC2355  NAD 27      -  36 19 24.10052(N)    086 51 58.26022(W) AD(       ) 2
 GC2355  NGVD 29 (07/19/86)  255.2    (m)          837.     (f) VERT ANG       
 GC2355
 GC2355.Superseded values are not recommended for survey control.
 GC2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2355.See file dsdata.txt to determine how the superseded data were derived.
 GC2355
 GC2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1201119829(NAD 83)
 GC2355_MARKER: DS = TRIANGULATION STATION DISK
 GC2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2355
 GC2355  HISTORY     - Date     Condition        Report By
 GC2355  HISTORY     - 1973     MONUMENTED       NGS
 GC2355
 GC2355                          STATION DESCRIPTION
 GC2355
 GC2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GC2355'STATION IS LOCATED ALONG U. S. HIGHWAY 431 ABOUT 1 MILE NORTH OF
 GC2355'JOELTON.
 GC2355'
 GC2355'TO REACH FROM THE POST OFFICE AT JOELTON GO EASTERLY ON OLD
 GC2355'CLARKSVILLE PIKE FOR 0.1 MILE TO INTERSECTION OF U. S. HIGHWAY 431,
 GC2355'TURN LEFT GO NORTH FOR 0.65 MILE ON U. S. HIGHWAY 431 TO THE
 GC2355'AZIMUTH ON THE LEFT.  CONTINUE NORTHERLY 0. 15 MILE TO STATION ON THE
 GC2355'RIGHT.
 GC2355'
 GC2355'STATION MARK IS A STANDARD DISK STAMPED FALLS 2 1973 SET IN A
 GC2355'12-INCH ROUND MONUMENT THAT PROJECTS 2 INCHES, 179 FEET SOUTH OF
 GC2355'APPROXIMATE CENTERLINE OF MEDIAN OF INTERSTATE ROUTE 24, 37.5 FEET
 GC2355'NORTH-NORTHWEST OF NORTHWEST CORNER OF NANCY JOHNSON GARRETT
 GC2355'HEADSTONE, 1.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE OF I 24,
 GC2355'1.0 FEET WEST OF METAL WITNESS POST AND SIGN.
 GC2355'
 GC2355'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK SET IN A 12-INCH
 GC2355'ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, 179 FEET SOUTH OF
 GC2355'APPROXIMATE CENTERLINE MEDIAN OF INTERSTATE ROUTE 24, 33 FEET
 GC2355'NORTHEAST OF NORTHEAST CORNER OF NANCY JOHNSON GARRETT HEADSTONE,
 GC2355'1.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE I 24, 0.9 FOOT WEST OF
 GC2355'METAL WITNESS POST AND SIGN, ABOUT 1 FOOT ABOVE STATION.
 GC2355'
 GC2355'REFERENCE MARK NO. 4 IS A STANDARD REFERENCE DISK SET IN A 12-INCH
 GC2355'ROUND CONCRETE MONUMENT PROJECTING 4 INCHES, 179 FEET SOUTH OF
 GC2355'APPROXIMATE CENTERLINE OF MEDIAN OF INTERSTATE ROUTE 24, 69 FEET
 GC2355'WEST-NORTHWEST OF NORTHWEST CORNER NANCY JOHNSON GARRETT
 GC2355'HEADSTONE, 1.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE OF I 24, 0.9
 GC2355'FOOT EAST OF METAL WITNESS POST AND SIGN, ABOUT 3 FEET BELOW
 GC2355'STATION.
 GC2355'
 GC2355'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  JOELTON,
 GC2355'MUNICIPAL WATER TANK 1965 CAN BE INVERSED FOR AZIMUTH DIRECTION.
 GC2355'
 GC2355'NEAREST TOWN--JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2356 ***********************************************************************
 GC2356  DESIGNATION -  FALLS AZ MK
 GC2356  PID         -  GC2356
 GC2356  STATE/COUNTY-  TN/DAVIDSON
 GC2356  USGS QUAD   -  WHITES CREEK (1994)
 GC2356
 GC2356                         *CURRENT SURVEY CONTROL
 GC2356  ___________________________________________________________________
 GC2356* NAD 83(1995)-  36 19 20.69136(N)    086 52 04.36407(W)     ADJUSTED  
 GC2356* NAVD 88     -       247.0    (meters)     810.     (feet)  VERTCON   
 GC2356  ___________________________________________________________________
 GC2356  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GC2356  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2356
 GC2356  HORZ ORDER  -  SECOND
 GC2356
 GC2356.The horizontal coordinates were established by classical geodetic methods
 GC2356.and adjusted by the National Geodetic Survey in April 1999..
 GC2356
 GC2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2356
 GC2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2356
 GC2356.The geoid height was determined by GEOID03.
 GC2356
 GC2356;                    North         East     Units Scale Factor Converg.
 GC2356;SPC TN       -   221,035.490   522,070.812   MT  0.99998464   -0 30 29.1
 GC2356;SPC TN       -   725,180.60  1,712,827.32   sFT  0.99998464   -0 30 29.1
 GC2356;UTM  16      - 4,019,717.972   511,859.104   MT  0.99960173   +0 04 41.7
 GC2356
 GC2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2356!SPC TN       -   0.99996585  x   0.99998464  =   0.99995049
 GC2356!UTM  16      -   0.99996585  x   0.99960173  =   0.99956759
 GC2356
 GC2356|---------------------------------------------------------------------|
 GC2356| PID    Reference Object                     Distance      Geod. Az  |
 GC2356|                                                           dddmmss.s |
 GC2356| GC2355 FALLS 2                             188.254 METERS 05404     |
 GC2356| GC2341 FALLS                               204.289 METERS 35239     |
 GC2356|---------------------------------------------------------------------|
 GC2356
 GC2356                          SUPERSEDED SURVEY CONTROL
 GC2356
 GC2356  NAD 83(1995)-  36 19 20.69283(N)    086 52 04.36576(W) AD(       ) 2
 GC2356  NAD 83(1995)-  36 19 20.69556(N)    086 52 04.36707(W) AD(       ) 2
 GC2356  NAD 83(1986)-  36 19 20.70128(N)    086 52 04.36728(W) AD(       ) 2
 GC2356  NAD 27      -  36 19 20.51617(N)    086 52 04.37102(W) AD(       ) 2
 GC2356  NGVD 29 (07/19/86)  247.1    (m)          811.     (f) VERT ANG       
 GC2356
 GC2356.Superseded values are not recommended for survey control.
 GC2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2356.See file dsdata.txt to determine how the superseded data were derived.
 GC2356
 GC2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1185919718(NAD 83)
 GC2356_STAMPING: FALLS AZI 1965
 GC2356_MARK LOGO: TNHD  
 GC2356
 GC2356  HISTORY     - Date     Condition        Report By
 GC2356  HISTORY     - 1965     MONUMENTED       TNHD
 GC2356
 GC2356                          STATION DESCRIPTION
 GC2356
 GC2356'DESCRIBED BY TN HIGHWAY DEPT 1965 (CLN)
 GC2356'TO REACH FROM THE POST OFFICE AT JOELTON GO EASTERLY ON OLD
 GC2356'CLARKSVILLE PIKE FOR 0.1 MILE TO INTERSECTION OF U. S. HIGHWAY 431,
 GC2356'TURN LEFT GO NORTH FOR 0.65 MILE ON U. S. HIGHWAY 431 TO THE
 GC2356'AZIMUTH ON THE LEFT.
 GC2356'
 GC2356'NO TEXT
 GC2356'
 GC2356'NEAREST TOWN--JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2545 ***********************************************************************
 FE2545  DESIGNATION -  FAN MARKER FISHERVILLE
 FE2545  PID         -  FE2545
 FE2545  STATE/COUNTY-  TN/SHELBY
 FE2545  USGS QUAD   -  EADS (1983)
 FE2545
 FE2545                         *CURRENT SURVEY CONTROL
 FE2545  ___________________________________________________________________
 FE2545* NAD 83(1995)-  35 08 42.20454(N)    089 39 37.70429(W)     ADJUSTED  
 FE2545* NAVD 88     -                                                        
 FE2545  ___________________________________________________________________
 FE2545  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2545  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2545
 FE2545  HORZ ORDER  -  THIRD
 FE2545
 FE2545.The horizontal coordinates were established by classical geodetic methods
 FE2545.and adjusted by the National Geodetic Survey in April 1999..
 FE2545
 FE2545
 FE2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2545
 FE2545.The geoid height was determined by GEOID03.
 FE2545
 FE2545;                    North         East     Units Scale Factor Converg.
 FE2545;SPC TN       -    96,299.059   266,503.897   MT  1.00002018   -2 08 34.8
 FE2545;SPC TN       -   315,941.16    874,354.87   sFT  1.00002018   -2 08 34.8
 FE2545;UTM  16      - 3,892,370.155   257,626.994   MT  1.00032404   -1 31 56.1
 FE2545
 FE2545                          SUPERSEDED SURVEY CONTROL
 FE2545
 FE2545  NAD 83(1995)-  35 08 42.20619(N)    089 39 37.70291(W) AD(       ) 4
 FE2545  NAD 83(1995)-  35 08 42.20722(N)    089 39 37.70462(W) AD(       ) 4
 FE2545  NAD 83(1986)-  35 08 42.21620(N)    089 39 37.70430(W) AD(       ) 4
 FE2545  NAD 27      -  35 08 41.89300(N)    089 39 37.41500(W) AD(       ) 3
 FE2545
 FE2545.Superseded values are not recommended for survey control.
 FE2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2545.See file dsdata.txt to determine how the superseded data were derived.
 FE2545
 FE2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5762792370(NAD 83)
 FE2545
 FE2545  HISTORY     - Date     Condition        Report By
 FE2545  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2545
 FE2545                          STATION DESCRIPTION
 FE2545
 FE2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2545'THE STATION IS LOCATED ABOUT 0.7 MILE SOUTH OF FISHERVILLE, 0.1 MILE
 FE2545'EAST OF THE COLLIERVILLE-ARLINGTON ROAD, 0.05 MILE NORTH OF A FRAME
 FE2545'HOUSE AND IS ON THE HIGHEST POINT OF A SMALL HILL.  IT IS A METAL
 FE2545'SCREEN 20 BY 40 FEET SUPPORTED BY GALVANIZED ANGLE IRON LEGS.
 FE2545'THE SCREEN IS 7 FEET HIGH AND THE OVERALL HEIGHT IS 10 FEET.  IT IS
 FE2545'AT THE EAST SIDE OF A SMALL METAL BUILDING.
 FE2545'
 FE2545'TO REACH THE STATION FROM THE JUNCTION OF THE MACON ROAD AND THE
 FE2545'COLLIERVILLE-ARLINGTON ROAD, GO SOUTH ON THE
 FE2545'COLLIERVILLE-ARLINGTON ROAD FOR 0.7 MILE TO A GRAVEL DRIVEWAY LEFT.
 FE2545'TURN LEFT AND GO EAST FOR 0.1 MILE TO A FRAME HOUSE.  TURN LEFT
 FE2545'AND GO NORTH FOR 0.05 MILE TO THE STATION.
 FE2545'
 FE2545'THE CENTER SUPPORT WAS LOCATED BY TRAVERSE FROM STATION FISHERVILLE
 FE2545'AND IS 12.625 M., 41.42 FT. SE OF STATION FISHERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2607 ***********************************************************************
 GA2607  DESIGNATION -  FANN
 GA2607  PID         -  GA2607
 GA2607  STATE/COUNTY-  TN/CLAIBORNE
 GA2607  USGS QUAD   -  TAZEWELL (1971)
 GA2607
 GA2607                         *CURRENT SURVEY CONTROL
 GA2607  ___________________________________________________________________
 GA2607* NAD 83(1995)-  36 25 21.43633(N)    083 31 58.72750(W)     ADJUSTED  
 GA2607* NAVD 88     -       358.292  (meters)    1175.50   (feet)  ADJUSTED  
 GA2607  ___________________________________________________________________
 GA2607  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GA2607  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2607  DYNAMIC HT  -         357.970 (meters)    1174.44  (feet)  COMP
 GA2607  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2607
 GA2607  HORZ ORDER  -  SECOND
 GA2607  VERT ORDER  -  SECOND    CLASS 0
 GA2607
 GA2607.The horizontal coordinates were established by classical geodetic methods
 GA2607.and adjusted by the National Geodetic Survey in April 1999..
 GA2607
 GA2607.The orthometric height was determined by differential leveling
 GA2607.and adjusted by the National Geodetic Survey in June 1991..
 GA2607
 GA2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2607
 GA2607.The geoid height was determined by GEOID03.
 GA2607
 GA2607.The dynamic height is computed by dividing the NAVD 88
 GA2607.geopotential number by the normal gravity value computed on the
 GA2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2607.degrees latitude (g = 980.6199 gals.).
 GA2607
 GA2607.The modeled gravity was interpolated from observed gravity values.
 GA2607
 GA2607;                    North         East     Units Scale Factor Converg.
 GA2607;SPC TN       -   234,597.788   821,219.569   MT  1.00000106   +1 26 39.4
 GA2607;SPC TN       -   769,676.24  2,694,284.54   sFT  1.00000106   +1 26 39.4
 GA2607;UTM  17      - 4,033,806.468   272,910.810   MT  1.00023542   -1 30 16.4
 GA2607
 GA2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2607!SPC TN       -   0.99994861  x   1.00000106  =   0.99994967
 GA2607!UTM  17      -   0.99994861  x   1.00023542  =   1.00018402
 GA2607
 GA2607|---------------------------------------------------------------------|
 GA2607| PID    Reference Object                     Distance      Geod. Az  |
 GA2607|                                                           dddmmss.s |
 GA2607| GA2606 FANN RM 2                            13.280 METERS 26152     |
 GA2607| GA2605 FANN AZ MK                                         2735006.1 |
 GA2607| GA2608 FANN RM 1                            20.720 METERS 35954     |
 GA2607|---------------------------------------------------------------------|
 GA2607
 GA2607                          SUPERSEDED SURVEY CONTROL
 GA2607
 GA2607  NAD 83(1995)-  36 25 21.43919(N)    083 31 58.72967(W) AD(       ) 2
 GA2607  NAD 83(1995)-  36 25 21.43810(N)    083 31 58.72114(W) AD(       ) 2
 GA2607  NAD 83(1995)-  36 25 21.44470(N)    083 31 58.72865(W) AD(       ) 2
 GA2607  NAD 83(1986)-  36 25 21.44663(N)    083 31 58.72829(W) AD(       ) 2
 GA2607  NAD 27      -  36 25 21.14242(N)    083 31 59.07271(W) AD(       ) 2
 GA2607  NGVD 29 (??/??/92)  358.410  (m)         1175.88   (f) ADJ UNCH    2 0
 GA2607
 GA2607.Superseded values are not recommended for survey control.
 GA2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2607.See file dsdata.txt to determine how the superseded data were derived.
 GA2607
 GA2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7291133806(NAD 83)
 GA2607_MARKER: DD = SURVEY DISK
 GA2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2607_STAMPING: FANN 1963
 GA2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2607+STABILITY: SURFACE MOTION
 GA2607
 GA2607  HISTORY     - Date     Condition        Report By
 GA2607  HISTORY     - 1963     MONUMENTED       TNHD
 GA2607  HISTORY     - 1963     GOOD             TNHD
 GA2607
 GA2607                          STATION DESCRIPTION
 GA2607
 GA2607'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2607'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THORN HILL AND
 GA2607'ABOUT 4 MILES
 GA2607'SOUTHEAST OF TAZEWELL.
 GA2607'
 GA2607'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND U.S.
 GA2607'HIGHWAY 25E IN TAZEWELL,
 GA2607'GO SOUTHERLY ON U.S.  HIGHWAY 25E FOR 3.2 MILES TO THE
 GA2607'AZIMUTH MARK ON THE RIGHT,
 GA2607'CONTINUE FOR 0.25 MILE TO THE STATION ON
 GA2607'THE RIGHT.
 GA2607'
 GA2607'THE STATION IS 38 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA2607'HIGHWAY 25E, 14 FEET EAST
 GA2607'OF THE CENTER OF A WOODEN GATE, 4.8 FEET NORTHEAST OF A
 GA2607'WITNESS POST AND 3 FEET
 GA2607'NORTH OF A FENCE.  THE SURFACE AND
 GA2607'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2607'HIGHWAY DEPARTMENT DISKS AND
 GA2607'ARE STAMPED FANN 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA2607'INCHES BELOW THE
 GA2607'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2607'CONCRETE MONUMENT.
 GA2607'
 GA2607'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2607'U.S. HIGHWAY 25E.  IT IS A
 GA2607'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 GA2607'A DRILLED HOLE IN OUT-CROPPING
 GA2607'BEDROCK AND THE DISK IS STAMPED FANN
 GA2607'RM-1 1963.
 GA2607'
 GA2607'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2607'U.S.  HIGHWAY 25E, 31
 GA2607'FEET EAST OF A 36-INCH WALNUT TREE AND 6 FEET NORTH
 GA2607'OF A FENCE.  IT IS A STANDARD
 GA2607'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2607'CEMENTED IN A DRILLED HOLE IN OUT-CROPPING
 GA2607'BEDROCK AND THE DISK IS
 GA2607'STAMPED FANN RM-2 1963.
 GA2607'
 GA2607'THE AZIMUTH MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2607'WOODEN GATE, 26 FEET
 GA2607'SOUTH OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25E, 9 FEET
 GA2607'NORTH OF A WIRE FENCE, 5
 GA2607'FEET NORTH OF A TELEPHONE POLE AND 2.8 FEET
 GA2607'NORTH OF A WITNESS POST.  IT IS A STANDARD
 GA2607'TENNESSEE HIGHWAY
 GA2607'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2607'MONUMENT AND THE
 GA2607'DISK IS STAMPED FANN AZI 1963.
 GA2607'
 GA2607'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2607
 GA2607                          STATION RECOVERY (1963)
 GA2607
 GA2607'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2607'3 MI S FROM TAZEWELL.
 GA2607'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2607'TAZEWELL, GO 3.45 MILES SOUTH ON U.S. HIGHWAY 25E TO THE STATION
 GA2607'ON THE RIGHT.  THE STATION MARK IS 38 FEET SOUTH OF THE CENTERLINE
 GA2607'OF U.S. HIGHWAY 25E, 14 FEET EAST OF THE CENTER OF A WOODEN GATE,
 GA2607'4.8 FEET NORTHEAST OF A WITNESS POST AND 3 FEET NORTH OF A FENCE.
 GA2607'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2607'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2607'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2605 ***********************************************************************
 GA2605  DESIGNATION -  FANN AZ MK
 GA2605  PID         -  GA2605
 GA2605  STATE/COUNTY-  TN/CLAIBORNE
 GA2605  USGS QUAD   -  TAZEWELL (1971)
 GA2605
 GA2605                         *CURRENT SURVEY CONTROL
 GA2605  ___________________________________________________________________
 GA2605* NAD 83(1986)-  36 25 22.     (N)    083 32 13.     (W)     SCALED    
 GA2605* NAVD 88     -       366.084  (meters)    1201.06   (feet)  ADJUSTED  
 GA2605  ___________________________________________________________________
 GA2605  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2605  DYNAMIC HT  -         365.755 (meters)    1199.98  (feet)  COMP
 GA2605  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 GA2605
 GA2605  VERT ORDER  -  SECOND    CLASS 0
 GA2605
 GA2605.The horizontal coordinates were scaled from a topographic map and have
 GA2605.an estimated accuracy of +/- 6 seconds.
 GA2605
 GA2605.The orthometric height was determined by differential leveling
 GA2605.and adjusted by the National Geodetic Survey in June 1991..
 GA2605
 GA2605.The geoid height was determined by GEOID03.
 GA2605
 GA2605.The dynamic height is computed by dividing the NAVD 88
 GA2605.geopotential number by the normal gravity value computed on the
 GA2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2605.degrees latitude (g = 980.6199 gals.).
 GA2605
 GA2605.The modeled gravity was interpolated from observed gravity values.
 GA2605
 GA2605;                    North         East    Units  Estimated Accuracy
 GA2605;SPC TN       -   234,610.      820,860.      MT  (+/- 180 meters Scaled)
 GA2605
 GA2605                          SUPERSEDED SURVEY CONTROL
 GA2605
 GA2605  NGVD 29 (??/??/??)  366.26   (m)         1201.6    (f) RESET       3  
 GA2605
 GA2605.Superseded values are not recommended for survey control.
 GA2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2605.See file dsdata.txt to determine how the superseded data were derived.
 GA2605
 GA2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA725338(NAD 83)
 GA2605_MARKER: DD = SURVEY DISK
 GA2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2605_STAMPING: FANN AZI 1963
 GA2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2605+STABILITY: SURFACE MOTION
 GA2605
 GA2605  HISTORY     - Date     Condition        Report By
 GA2605  HISTORY     - 1963     MONUMENTED       TNHD
 GA2605
 GA2605                          STATION DESCRIPTION
 GA2605
 GA2605'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2605'3 MI S FROM TAZEWELL.
 GA2605'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2605'TAZEWELL, GO SOUTH ON U.S. HIGHWAY 25E FOR 3.2 MILES TO THE MARK
 GA2605'ON THE RIGHT.  THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTERLINE
 GA2605'OF U.S. HIGHWAY 25E, 9 FEET NORTH OF A WIRE FENCE, 5 FEET NORTH
 GA2605'OF A TELEPHONE POLE AND 2.8 FEET NORTH OF A WITNESS POST.  THE
 GA2605'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2605'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2608 ***********************************************************************
 GA2608  DESIGNATION -  FANN RM 1
 GA2608  PID         -  GA2608
 GA2608  STATE/COUNTY-  TN/CLAIBORNE
 GA2608  USGS QUAD   -  TAZEWELL (1971)
 GA2608
 GA2608                         *CURRENT SURVEY CONTROL
 GA2608  ___________________________________________________________________
 GA2608* NAD 83(1986)-  36 25 21.     (N)    083 31 59.     (W)     SCALED    
 GA2608* NAVD 88     -       358.021  (meters)    1174.61   (feet)  ADJUSTED  
 GA2608  ___________________________________________________________________
 GA2608  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2608  DYNAMIC HT  -         357.699 (meters)    1173.55  (feet)  COMP
 GA2608  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2608
 GA2608  VERT ORDER  -  SECOND    CLASS 0
 GA2608
 GA2608.The horizontal coordinates were scaled from a topographic map and have
 GA2608.an estimated accuracy of +/- 6 seconds.
 GA2608
 GA2608.The orthometric height was determined by differential leveling
 GA2608.and adjusted by the National Geodetic Survey in June 1991..
 GA2608
 GA2608.The geoid height was determined by GEOID03.
 GA2608
 GA2608.The dynamic height is computed by dividing the NAVD 88
 GA2608.geopotential number by the normal gravity value computed on the
 GA2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2608.degrees latitude (g = 980.6199 gals.).
 GA2608
 GA2608.The modeled gravity was interpolated from observed gravity values.
 GA2608
 GA2608;                    North         East    Units  Estimated Accuracy
 GA2608;SPC TN       -   234,580.      821,210.      MT  (+/- 180 meters Scaled)
 GA2608
 GA2608                          SUPERSEDED SURVEY CONTROL
 GA2608
 GA2608  NGVD 29 (??/??/92)  358.138  (m)         1174.99   (f) ADJ UNCH    2 0
 GA2608
 GA2608.Superseded values are not recommended for survey control.
 GA2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2608.See file dsdata.txt to determine how the superseded data were derived.
 GA2608
 GA2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA729337(NAD 83)
 GA2608_MARKER: DD = SURVEY DISK
 GA2608_SETTING: 66 = SET IN ROCK OUTCROP
 GA2608_SP_SET: BEDROCK
 GA2608_STAMPING: FANN RM-1 1963
 GA2608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2608+STABILITY: POSITION/ELEVATION WELL
 GA2608
 GA2608  HISTORY     - Date     Condition        Report By
 GA2608  HISTORY     - 1963     MONUMENTED       TNHD
 GA2608
 GA2608                          STATION DESCRIPTION
 GA2608
 GA2608'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2608'3 MI S FROM TAZEWELL.
 GA2608'THIS MARK IS LOCATED AT THE FANN 1963 STATION SITE, 28 FEET
 GA2608'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 25E AND 68 FEET NORTH OF
 GA2608'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2608'DISK CEMENTED IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2606 ***********************************************************************
 GA2606  DESIGNATION -  FANN RM 2
 GA2606  PID         -  GA2606
 GA2606  STATE/COUNTY-  TN/CLAIBORNE
 GA2606  USGS QUAD   -  TAZEWELL (1971)
 GA2606
 GA2606                         *CURRENT SURVEY CONTROL
 GA2606  ___________________________________________________________________
 GA2606* NAD 83(1986)-  36 25 21.     (N)    083 31 59.     (W)     SCALED    
 GA2606* NAVD 88     -       357.581  (meters)    1173.16   (feet)  ADJUSTED  
 GA2606  ___________________________________________________________________
 GA2606  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2606  DYNAMIC HT  -         357.259 (meters)    1172.11  (feet)  COMP
 GA2606  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2606
 GA2606  VERT ORDER  -  SECOND    CLASS 0
 GA2606
 GA2606.The horizontal coordinates were scaled from a topographic map and have
 GA2606.an estimated accuracy of +/- 6 seconds.
 GA2606
 GA2606.The orthometric height was determined by differential leveling
 GA2606.and adjusted by the National Geodetic Survey in June 1991..
 GA2606
 GA2606.The geoid height was determined by GEOID03.
 GA2606
 GA2606.The dynamic height is computed by dividing the NAVD 88
 GA2606.geopotential number by the normal gravity value computed on the
 GA2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2606.degrees latitude (g = 980.6199 gals.).
 GA2606
 GA2606.The modeled gravity was interpolated from observed gravity values.
 GA2606
 GA2606;                    North         East    Units  Estimated Accuracy
 GA2606;SPC TN       -   234,580.      821,210.      MT  (+/- 180 meters Scaled)
 GA2606
 GA2606                          SUPERSEDED SURVEY CONTROL
 GA2606
 GA2606  NGVD 29 (??/??/92)  357.698  (m)         1173.55   (f) ADJ UNCH    2 0
 GA2606
 GA2606.Superseded values are not recommended for survey control.
 GA2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2606.See file dsdata.txt to determine how the superseded data were derived.
 GA2606
 GA2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA729337(NAD 83)
 GA2606_MARKER: DD = SURVEY DISK
 GA2606_SETTING: 66 = SET IN ROCK OUTCROP
 GA2606_SP_SET: SET IN ROCK OUTCROP
 GA2606_STAMPING: FANN RM-2 1963
 GA2606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2606+STABILITY: POSITION/ELEVATION WELL
 GA2606
 GA2606  HISTORY     - Date     Condition        Report By
 GA2606  HISTORY     - 1963     MONUMENTED       TNHD
 GA2606
 GA2606                          STATION DESCRIPTION
 GA2606
 GA2606'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2606'3 MI S FROM TAZEWELL.
 GA2606'THIS MARK IS LOCATED AT THE FANN 1963 STATION SITE, 35 FEET SOUTH
 GA2606'OF THE CENTERLINE OF U.S. HIGHWAY 25E, 31 FEET EAST OF A 36-INCH
 GA2606'WALNUT TREE, 6 FEET NORTH OF A FENCE AND 44 FEET WEST-SOUTHWEST OF
 GA2606'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2606'DISK CEMENTED IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1804 ***********************************************************************
 FC1804  DESIGNATION -  FARIS
 FC1804  PID         -  FC1804
 FC1804  STATE/COUNTY-  TN/ROANE
 FC1804  USGS QUAD   -  HARRIMAN (1980)
 FC1804
 FC1804                         *CURRENT SURVEY CONTROL
 FC1804  ___________________________________________________________________
 FC1804* NAD 83(1995)-  35 53 49.59395(N)    084 37 14.07957(W)     ADJUSTED  
 FC1804* NAVD 88     -       258.7    (meters)     849.     (feet)  VERTCON   
 FC1804  ___________________________________________________________________
 FC1804  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FC1804  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC1804
 FC1804  HORZ ORDER  -  SECOND
 FC1804
 FC1804.The horizontal coordinates were established by classical geodetic methods
 FC1804.and adjusted by the National Geodetic Survey in April 1999..
 FC1804
 FC1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1804
 FC1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1804
 FC1804.The geoid height was determined by GEOID03.
 FC1804
 FC1804;                    North         East     Units Scale Factor Converg.
 FC1804;SPC TN       -   174,377.057   724,524.689   MT  0.99994900   +0 48 27.2
 FC1804;SPC TN       -   572,102.06  2,377,044.75   sFT  0.99994900   +0 48 27.2
 FC1804;UTM  16      - 3,975,151.892   714,749.353   MT  1.00016830   +1 23 44.4
 FC1804
 FC1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1804!SPC TN       -   0.99996411  x   0.99994900  =   0.99991311
 FC1804!UTM  16      -   0.99996411  x   1.00016830  =   1.00013241
 FC1804
 FC1804|---------------------------------------------------------------------|
 FC1804| PID    Reference Object                     Distance      Geod. Az  |
 FC1804|                                                           dddmmss.s |
 FC1804| CZ4806 FARIS RM 1                          104.449 METERS 16453     |
 FC1804| CZ4807 FARIS RM 2                          125.724 METERS 20331     |
 FC1804|---------------------------------------------------------------------|
 FC1804
 FC1804                          SUPERSEDED SURVEY CONTROL
 FC1804
 FC1804  NAD 83(1995)-  35 53 49.60162(N)    084 37 14.07893(W) AD(       ) 2
 FC1804  NAD 83(1986)-  35 53 49.60717(N)    084 37 14.07693(W) AD(       ) 2
 FC1804  NAD 27      -  35 53 49.34053(N)    084 37 14.30094(W) AD(       ) 2
 FC1804  NGVD 29 (07/19/86)  258.8    (m)          849.     (f) VERT ANG       
 FC1804
 FC1804.Superseded values are not recommended for survey control.
 FC1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1804.See file dsdata.txt to determine how the superseded data were derived.
 FC1804
 FC1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1474975152(NAD 83)
 FC1804_MARKER: DE = TRAVERSE STATION DISK
 FC1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1804
 FC1804  HISTORY     - Date     Condition        Report By
 FC1804  HISTORY     - 1960     MONUMENTED       CGS
 FC1804  HISTORY     - 1965     GOOD             CGS
 FC1804  HISTORY     - 1965     GOOD             CGS
 FC1804
 FC1804                          STATION DESCRIPTION
 FC1804
 FC1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1804'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ROCKWOOD, 3 MILES
 FC1804'WEST OF EMORY GAP AND ON PROPERTY OWNED BY MR. F. L. FARIS.
 FC1804'
 FC1804'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 FC1804'HIGHWAY 61 IN THE EAST PART OF ROCKWOOD, GO NORTHEAST ON
 FC1804'STATE HIGHWAY 61 FOR 3.2 MILES TO A FARM LANE ON THE LEFT AND A SIGN
 FC1804'ON THE RIGHT GREEN VALLEY FARM, TURN LEFT, NORTH, FOR 0.2 MILE
 FC1804'TO A RAILROAD TRACK, TURN RIGHT, EAST, ALONG THE NORTH SIDE OF THE
 FC1804'RAILROAD TRACK AND GO 0.1 MILE TO A GATE, PASS THROUGH THE
 FC1804'GATE AND GO NORTH FOR 0.05 MILE TO THE STATION.
 FC1804'
 FC1804'STATION MARK IS 10 FEET WEST OF THE CENTER OF THE TRACK ROAD, 3.4
 FC1804'FEET WEST OF A WITNESS SIGN, 3 FEET SOUTH OF A WIRE FENCE AND
 FC1804'3 FEET WEST OF A WIRE FENCE. THE MARK IS A STANDARD DISK SET IN A
 FC1804'CONCRETE POST, SET 15 INCHES BELOW THE GROUND SURFACE, AND
 FC1804'IS STAMPED FARIS 1960.
 FC1804'
 FC1804'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 FC1804'4 FEET SOUTHEAST OF A GATE POST AND 1 FOOT EAST OF A WIRE FENCE. THE
 FC1804'MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FC1804'STAMPED FARIS NO 1 1960.
 FC1804'
 FC1804'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE CENTER OF A TRACK ROAD
 FC1804'AND 1 FOOT NORTHEAST OF A WIRE FENCE. THE MARK IS A STANDARD DISK
 FC1804'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED FARIS NO 2 1960.
 FC1804'
 FC1804'TRAVERSE STATION ROCKWOOD WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1804'DESCRIPTION THEREOF.
 FC1804'
 FC1804'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC1804
 FC1804                          STATION RECOVERY (1965)
 FC1804
 FC1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1804'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE 1960
 FC1804'DESCRIPTION IS COMPLETELY ADEQUATE.
 FC1804
 FC1804                          STATION RECOVERY (1965)
 FC1804
 FC1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC1804'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC1804'
 FC1804'DUE TO THE CONSTRUCTION OF A NEW STEEL PLANT AT THE STATION SITE, THE
 FC1804'COMPLETE STATION WOULD BE DESTROYED BY CONSTRUCTION WORK.
 FC1804'A NEW STATION FARIS 2 1965 WAS ESTABLISHED AND AFTER ALL HORIZONTAL
 FC1804'ANGLE OBSERVATIONS WERE COMPLETED AND CHECKED AND DISTANCE
 FC1804'MEASUREMENTS MADE, THE COMPLETE STATION AND ALL MARKS WERE DESTROYED
 FC1804'AND THE DISKS REMOVED FOR SUBMISSION TO THE WASHINGTON
 FC1804'OFFICE.
 FC1804'
 FC1804'SEE DESCRIPTION OF FARIS 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0962 ***********************************************************************
 FC0962  DESIGNATION -  FARIS 2
 FC0962  PID         -  FC0962
 FC0962  STATE/COUNTY-  TN/ROANE
 FC0962  USGS QUAD   -  HARRIMAN (1980)
 FC0962
 FC0962                         *CURRENT SURVEY CONTROL
 FC0962  ___________________________________________________________________
 FC0962* NAD 83(1995)-  35 53 40.64645(N)    084 37 06.88536(W)     ADJUSTED  
 FC0962* NAVD 88     -       249.013  (meters)     816.97   (feet)  ADJUSTED  
 FC0962  ___________________________________________________________________
 FC0962  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FC0962  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0962  DYNAMIC HT  -         248.784 (meters)     816.22  (feet)  COMP
 FC0962  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FC0962
 FC0962  HORZ ORDER  -  SECOND
 FC0962  VERT ORDER  -  SECOND    CLASS 0
 FC0962
 FC0962.The horizontal coordinates were established by classical geodetic methods
 FC0962.and adjusted by the National Geodetic Survey in April 1999..
 FC0962
 FC0962.The orthometric height was determined by differential leveling
 FC0962.and adjusted by the National Geodetic Survey in June 1991..
 FC0962
 FC0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0962
 FC0962.The geoid height was determined by GEOID03.
 FC0962
 FC0962.The dynamic height is computed by dividing the NAVD 88
 FC0962.geopotential number by the normal gravity value computed on the
 FC0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0962.degrees latitude (g = 980.6199 gals.).
 FC0962
 FC0962.The modeled gravity was interpolated from observed gravity values.
 FC0962
 FC0962;                    North         East     Units Scale Factor Converg.
 FC0962;SPC TN       -   174,103.869   724,708.971   MT  0.99994896   +0 48 31.5
 FC0962;SPC TN       -   571,205.78  2,377,649.35   sFT  0.99994896   +0 48 31.5
 FC0962;UTM  16      - 3,974,880.550   714,936.470   MT  1.00016929   +1 23 48.3
 FC0962
 FC0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0962!SPC TN       -   0.99996563  x   0.99994896  =   0.99991459
 FC0962!UTM  16      -   0.99996563  x   1.00016929  =   1.00013492
 FC0962
 FC0962|---------------------------------------------------------------------|
 FC0962| PID    Reference Object                     Distance      Geod. Az  |
 FC0962|                                                           dddmmss.s |
 FC0962| FC0961 FARIS 2 RM 3                          5.625 METERS 08049     |
 FC0962| FC0963 FARIS 2 RM 4                          8.477 METERS 24709     |
 FC0962| FC1811 MT ROOSEVELT TNGS LOT NC 1          APPROX. 9.2 KM 2501134.0 |
 FC0962| FC1804 FARIS                               329.549 METERS 32648     |
 FC0962|---------------------------------------------------------------------|
 FC0962
 FC0962                          SUPERSEDED SURVEY CONTROL
 FC0962
 FC0962  NAD 83(1995)-  35 53 40.65413(N)    084 37 06.88468(W) AD(       ) 2
 FC0962  NAD 83(1986)-  35 53 40.65967(N)    084 37 06.88269(W) AD(       ) 2
 FC0962  NAD 27      -  35 53 40.39280(N)    084 37 07.10720(W) AD(       ) 2
 FC0962  NGVD 29 (??/??/??)  249.13   (m)          817.4    (f) RESET       3  
 FC0962
 FC0962.Superseded values are not recommended for survey control.
 FC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0962.See file dsdata.txt to determine how the superseded data were derived.
 FC0962
 FC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1493674881(NAD 83)
 FC0962_MARKER: DS = TRIANGULATION STATION DISK
 FC0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0962_SP_SET: MONUMENT
 FC0962_STAMPING: FARIS 2 1965
 FC0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0962
 FC0962  HISTORY     - Date     Condition        Report By
 FC0962  HISTORY     - 1965     MONUMENTED       CGS
 FC0962  HISTORY     - 1965     GOOD             CGS
 FC0962  HISTORY     - 1972     GOOD             TVA
 FC0962
 FC0962                          STATION DESCRIPTION
 FC0962
 FC0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC0962'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF TENNESSEE
 FC0962'STATE ROUTE 61, ABOUT 4 MILES NORTHEAST OF ROCKWOOD AND
 FC0962'3 MILES WEST OF EMORY GAP.
 FC0962'
 FC0962'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 FC0962'ROUTE 61 AT THE EAST EDGE OF ROCKWOOD, GO NORTHEAST ON
 FC0962'STATE ROUTE 61 FOR 3.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 FC0962'
 FC0962'THE STATION IS 52 FEET NORTH OF THE APPROXIMATE CENTER OF THE WEST
 FC0962'BOUND TRAFFIC LANE OF STATE ROUTE 61, 8 FEET WEST OF
 FC0962'POWERLINE POLE NO 113, 7 FEET SOUTH OF A FENCE, AND 2.0 FEET
 FC0962'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FC0962'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC0962'AND THE DISK IS STAMPED FARIS 2 1965. THE UNDERGROUND DISK IS
 FC0962'ABOUT 30 INCHES BELOW THE SURFACE.
 FC0962'
 FC0962'REFERENCE MARK NO. 3 IS 50 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0962'THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 12 FEET EAST OF
 FC0962'POWERLINE POLE NO. 113 AND 10 FEET SOUTH OF A FENCE. IT IS A STANDARD
 FC0962'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0962'MONUMENT AND THE DISK IS STAMPED FARIS 2 NO 3 1965.
 FC0962'
 FC0962'REFERENCE MARK NO. 4 IS 49 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0962'THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 35 FEET WEST OF
 FC0962'POWERLINE POLE NO. 113 AND 10 FEET SOUTH OF A FENCE. IT IS A STANDARD
 FC0962'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0962'MONUMENT AND THE DISK IS STAMPED FARIS 2 NO 4 1965.
 FC0962'
 FC0962'MT. ROOSEVELT (TNGS) LOOKOUT TOWER NC 1 WILL SERVE AS THE AZIMUTH
 FC0962'MARK. THIS LOOKOUT TOWER IS LOCATED JUST SOUTH OF
 FC0962'TRAVERSE STATION ROCK 1960. SEE DESCRIPTION THEREOF.
 FC0962
 FC0962                          STATION RECOVERY (1965)
 FC0962
 FC0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FC0962'3 MI W FROM EMORY GAP.
 FC0962'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 61 AT THE
 FC0962'EAST EDGE OF ROCKWOOD, GO NORTHEAST ON STATE ROUTE 61 FOR 3.3
 FC0962'MILES TO THE MARK ON THE LEFT, 52 FEET NORTH OF THE APPROXIMATE
 FC0962'CENTER OF THE WEST BOUND LANE OF STATE ROUTE 61.  8 FEET WEST
 FC0962'OF POWER LINE POLE NO. 113, 7 FEET SOUTH OF A FENCE AND 2.0
 FC0962'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 FC0962'U.S.C. AND G.S. DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0962'MONUMENT, STAMPED FARIS 2 1965.
 FC0962
 FC0962                          STATION RECOVERY (1972)
 FC0962
 FC0962'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0962'FARIS 2 1965 REPORTED IN GOOD CONDITION.
 FC0962'
 FC0962'DESCRIPTIONS GOOD.
 FC0962'
 FC0962'FARIS 3 1965 REPORTED IN GOOD CONDITION.
 FC0962'
 FC0962'DESCRIPTIONS GOOD.
 FC0962'
 FC0962'FARIS 4 1965 REPORTED IN GOOD CONDITION.
 FC0962'
 FC0962'DESCRIPTIONS GOOD.
 FC0962'
 FC0962'DISTANCE AND DIRECTION FROM NEAREST TOWN E OF ROCKWOOD TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0961 ***********************************************************************
 FC0961  DESIGNATION -  FARIS 2 RM 3
 FC0961  PID         -  FC0961
 FC0961  STATE/COUNTY-  TN/ROANE
 FC0961  USGS QUAD   -  HARRIMAN (1980)
 FC0961
 FC0961                         *CURRENT SURVEY CONTROL
 FC0961  ___________________________________________________________________
 FC0961* NAD 83(1986)-  35 53 40.     (N)    084 37 07.     (W)     SCALED    
 FC0961* NAVD 88     -       249.010  (meters)     816.96   (feet)  ADJUSTED  
 FC0961  ___________________________________________________________________
 FC0961  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0961  DYNAMIC HT  -         248.780 (meters)     816.21  (feet)  COMP
 FC0961  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FC0961
 FC0961  VERT ORDER  -  SECOND    CLASS 0
 FC0961
 FC0961.The horizontal coordinates were scaled from a topographic map and have
 FC0961.an estimated accuracy of +/- 6 seconds.
 FC0961
 FC0961.The orthometric height was determined by differential leveling
 FC0961.and adjusted by the National Geodetic Survey in June 1991..
 FC0961
 FC0961.The geoid height was determined by GEOID03.
 FC0961
 FC0961.The dynamic height is computed by dividing the NAVD 88
 FC0961.geopotential number by the normal gravity value computed on the
 FC0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0961.degrees latitude (g = 980.6199 gals.).
 FC0961
 FC0961.The modeled gravity was interpolated from observed gravity values.
 FC0961
 FC0961;                    North         East    Units  Estimated Accuracy
 FC0961;SPC TN       -   174,080.      724,710.      MT  (+/- 180 meters Scaled)
 FC0961
 FC0961                          SUPERSEDED SURVEY CONTROL
 FC0961
 FC0961  NGVD 29 (??/??/??)  249.12   (m)          817.3    (f) RESET       3  
 FC0961
 FC0961.Superseded values are not recommended for survey control.
 FC0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0961.See file dsdata.txt to determine how the superseded data were derived.
 FC0961
 FC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE149748(NAD 83)
 FC0961_MARKER: DR = REFERENCE MARK DISK
 FC0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0961_SP_SET: MONUMENT
 FC0961_STAMPING: FARIS 2 NO 3 1965
 FC0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0961
 FC0961  HISTORY     - Date     Condition        Report By
 FC0961  HISTORY     - 1965     MONUMENTED       CGS
 FC0961
 FC0961                          STATION DESCRIPTION
 FC0961
 FC0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FC0961'3 MI W FROM EMORY GAP.
 FC0961'AT THE FARIS 2 1965 STATION SITE, 50 FEET NORTH OF THE APPROXIMATE
 FC0961'CENTER OF THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 35
 FC0961'FEET WEST OF POWER LINE POLE NO. 113 AND 10 FEET SOUTH OF A
 FC0961'FENCE.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 FC0961'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FC0961'SURFACE AND THE DISK IS STAMPED FARIS 2 NO 3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0963 ***********************************************************************
 FC0963  DESIGNATION -  FARIS 2 RM 4
 FC0963  PID         -  FC0963
 FC0963  STATE/COUNTY-  TN/ROANE
 FC0963  USGS QUAD   -  HARRIMAN (1980)
 FC0963
 FC0963                         *CURRENT SURVEY CONTROL
 FC0963  ___________________________________________________________________
 FC0963* NAD 83(1986)-  35 53 40.     (N)    084 37 07.     (W)     SCALED    
 FC0963* NAVD 88     -       248.791  (meters)     816.24   (feet)  ADJUSTED  
 FC0963  ___________________________________________________________________
 FC0963  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0963  DYNAMIC HT  -         248.562 (meters)     815.49  (feet)  COMP
 FC0963  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FC0963
 FC0963  VERT ORDER  -  SECOND    CLASS 0
 FC0963
 FC0963.The horizontal coordinates were scaled from a topographic map and have
 FC0963.an estimated accuracy of +/- 6 seconds.
 FC0963
 FC0963.The orthometric height was determined by differential leveling
 FC0963.and adjusted by the National Geodetic Survey in June 1991..
 FC0963
 FC0963.The geoid height was determined by GEOID03.
 FC0963
 FC0963.The dynamic height is computed by dividing the NAVD 88
 FC0963.geopotential number by the normal gravity value computed on the
 FC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0963.degrees latitude (g = 980.6199 gals.).
 FC0963
 FC0963.The modeled gravity was interpolated from observed gravity values.
 FC0963
 FC0963;                    North         East    Units  Estimated Accuracy
 FC0963;SPC TN       -   174,080.      724,710.      MT  (+/- 180 meters Scaled)
 FC0963
 FC0963                          SUPERSEDED SURVEY CONTROL
 FC0963
 FC0963  NGVD 29 (??/??/??)  248.90   (m)          816.6    (f) RESET       3  
 FC0963
 FC0963.Superseded values are not recommended for survey control.
 FC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0963.See file dsdata.txt to determine how the superseded data were derived.
 FC0963
 FC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE149748(NAD 83)
 FC0963_MARKER: DR = REFERENCE MARK DISK
 FC0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0963_SP_SET: MONUMENT
 FC0963_STAMPING: FARIS 2 NO 4 1965
 FC0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0963
 FC0963  HISTORY     - Date     Condition        Report By
 FC0963  HISTORY     - 1965     MONUMENTED       CGS
 FC0963
 FC0963                          STATION DESCRIPTION
 FC0963
 FC0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FC0963'3 MI W FROM EMORY GAP.
 FC0963'AT THE FARIS 2 1965 STATION SITE, 49 FEET NORTH OF THE APPROXIMATE
 FC0963'CENTER OF THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 35
 FC0963'FEET WEST OF POWER LINE POLE NO. 113 AND 10 FEET SOUTH OF A
 FC0963'FENCE.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 FC0963'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0963'IS STAMPED FARIS 2 NO 4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0190 ***********************************************************************
 FC0190  DESIGNATION -  FARMER
 FC0190  PID         -  FC0190
 FC0190  STATE/COUNTY-  TN/ROANE
 FC0190  USGS QUAD   -  CAVE CREEK (1989)
 FC0190
 FC0190                         *CURRENT SURVEY CONTROL
 FC0190  ___________________________________________________________________
 FC0190* NAD 83(1995)-  35 52 00.66008(N)    084 25 55.55403(W)     ADJUSTED  
 FC0190* NAVD 88     -       322.781  (meters)    1058.99   (feet)  ADJUSTED  
 FC0190  ___________________________________________________________________
 FC0190  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FC0190  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0190  DYNAMIC HT  -         322.478 (meters)    1058.00  (feet)  COMP
 FC0190  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0190
 FC0190  HORZ ORDER  -  SECOND
 FC0190  VERT ORDER  -  SECOND    CLASS 0
 FC0190
 FC0190.The horizontal coordinates were established by classical geodetic methods
 FC0190.and adjusted by the National Geodetic Survey in April 1999..
 FC0190
 FC0190.The orthometric height was determined by differential leveling
 FC0190.and adjusted by the National Geodetic Survey in June 1991..
 FC0190
 FC0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0190
 FC0190.The geoid height was determined by GEOID03.
 FC0190
 FC0190.The dynamic height is computed by dividing the NAVD 88
 FC0190.geopotential number by the normal gravity value computed on the
 FC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0190.degrees latitude (g = 980.6199 gals.).
 FC0190
 FC0190.The modeled gravity was interpolated from observed gravity values.
 FC0190
 FC0190;                    North         East     Units Scale Factor Converg.
 FC0190;SPC TN       -   171,276.371   741,591.712   MT  0.99994856   +0 55 04.5
 FC0190;SPC TN       -   561,929.23  2,433,038.81   sFT  0.99994856   +0 55 04.5
 FC0190;UTM  16      - 3,972,225.653   731,851.830   MT  1.00026243   +1 30 18.8
 FC0190
 FC0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0190!SPC TN       -   0.99995412  x   0.99994856  =   0.99990269
 FC0190!UTM  16      -   0.99995412  x   1.00026243  =   1.00021654
 FC0190
 FC0190:                Primary Azimuth Mark                     Grid Az
 FC0190:SPC TN       -  TS J2                                    106 13 31.0
 FC0190:UTM  16      -  TS J2                                    105 38 16.7
 FC0190
 FC0190|---------------------------------------------------------------------|
 FC0190| PID    Reference Object                     Distance      Geod. Az  |
 FC0190|                                                           dddmmss.s |
 FC0190| FC1687 TS J2                               APPROX. 1.6 KM 1070835.5 |
 FC0190| FC0189 FARMER RM 1                          23.164 METERS 11104     |
 FC0190| FC0183 KENT                                APPROX. 6.1 KM 2784627.4 |
 FC0190| FC0191 FARMER RM 2                          19.577 METERS 28508     |
 FC0190|---------------------------------------------------------------------|
 FC0190
 FC0190                          SUPERSEDED SURVEY CONTROL
 FC0190
 FC0190  NAD 83(1995)-  35 52 00.67011(N)    084 25 55.55337(W) AD(       ) 2
 FC0190  NAD 83(1986)-  35 52 00.67582(N)    084 25 55.55144(W) AD(       ) 2
 FC0190  NAD 27      -  35 52 00.39660(N)    084 25 55.82060(W) AD(       ) 2
 FC0190  NGVD 29 (??/??/92)  322.890  (m)         1059.35   (f) ADJ UNCH    2 0
 FC0190
 FC0190.Superseded values are not recommended for survey control.
 FC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0190.See file dsdata.txt to determine how the superseded data were derived.
 FC0190
 FC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3185272226(NAD 83)
 FC0190_MARKER: DE = TRAVERSE STATION DISK
 FC0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0190_SP_SET: MONUMENT
 FC0190_STAMPING: FARMER 1960
 FC0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0190
 FC0190  HISTORY     - Date     Condition        Report By
 FC0190  HISTORY     - 1960     MONUMENTED       CGS
 FC0190  HISTORY     - 1971     GOOD             NGS
 FC0190  HISTORY     - 1971     GOOD             NGS
 FC0190  HISTORY     - 1981     GOOD             LOCENG
 FC0190
 FC0190                          STATION DESCRIPTION
 FC0190
 FC0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0190'THE STATION IS LOCATED ABOUT 5 MILES EAST OF KINGSTON ON THE NORTH
 FC0190'SIDE OF INTERSTATE HIGHWAY 40 RIGHT-OF-WAY.
 FC0190'
 FC0190'TO REACH THE STATION FROM THE EAST END OF THE INTERSTATE HIGHWAY 40
 FC0190'BRIDGE OVER WATTS BAR LAKE, GO EAST ON INTERSTATE
 FC0190'HIGHWAY 40 FOR 5.3 MILES TO THE STATION ON THE LEFT.
 FC0190'
 FC0190'THE STATION IS 26 FEET NORTH OF THE TOP EDGE OF A CUT AND 9.0 FEET
 FC0190'NORTH OF A WITNESS POST. IT IS A STANDARD TRAVERSE DISK
 FC0190'SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED FARMER
 FC0190'1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE TOP EDGE OF A CUT. IT IS
 FC0190'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FC0190'IS STAMPED FARMER NO 1 1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE TOP EDGE OF A CUT. IT IS
 FC0190'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FC0190'IS STAMPED FARMER NO 2 1960.
 FC0190'
 FC0190'TRAVERSE STATION TS-J2 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC0190'DESCRIPTION THEREOF.
 FC0190'
 FC0190'HEIGHT OF LIGHT ABOVE STATION MARK 22.21 METERS.
 FC0190
 FC0190                          STATION RECOVERY (1971)
 FC0190
 FC0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC0190'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. HOWEVER,
 FC0190'TS-J2 (AZIMUTH MARK) IS NOW IN A DENSE STAND OF YOUNG TREES
 FC0190'PLANTED TO PREVENT EROSION ON THE STEEP SLOPE OF A HIGHWAY CUT AND
 FC0190'ANY CLEARING WAS PROHIBITIVE.  THE STATION WAS OCCUPIED AND
 FC0190'THE HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 1 AND
 FC0190'REFERENCE MARK NO. 2.  WHEN CHECKED AGAINST THE 1960 OBSERVATIONS, A
 FC0190'DISCREPANCY OF PLUS 01 MIN 43.8 SEC WAS NOTED IN THIS ANGLE.
 FC0190'VERTICAL ANGLE OBSERVATIONS WERE MADE UPON THE REFERENCE MARKS AND
 FC0190'SLOPE DISTANCES MEASURED. WHEN REDUCED TO THE HORIZONTAL A
 FC0190'DISCREPANCY OF MINUS 0.42 OF A FOOT WAS NOTED FOR REFERENCE MARK NO.
 FC0190'1 AND MINUS 0.07 OF A FT FOR REFERENCE MARK NO. 2.
 FC0190'
 FC0190'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0190'
 FC0190'THE STATION IS LOCATED ABOUT 5 MILES EAST OF KINGSTON ON TOP OF A
 FC0190'HIGHWAY CUT, ALONG THE NORTH SIDE OF INTERSTATE ROUTE 40, AND
 FC0190'IN AN OPEN FIELD ON THE PROPERTY OF MR. ALFRED FARMER.
 FC0190'
 FC0190'TO REACH THE STATION FROM THE EAST END OF THE WATTS BAR LAKE BRIDGE
 FC0190'ON INTERSTATE ROUTE 40 NORTH OF KINGSTON, GO
 FC0190'EAST-SOUTHEASTERLY ON INTERSTATE ROUTE 40 FOR 4.6 MILES TO THE STATE
 FC0190'ROUTE 58 INTERCHANGE. HERE BEAR RIGHT ON OFF RAMP FOR 0.2 OF A
 FC0190'MILE TO STATE ROUTE 58, THEN LEFT, NORTHEASTERLY ON STATE ROUTE 58
 FC0190'FOR 0.35 OF A MILE TO AN OILED T ROAD RIGHT. HERE TURN
 FC0190'RIGHT AND GO EASTERLY ON WINDING ROAD FOR 0.8 OF A MILE TO THE FARM
 FC0190'HOME OF MR.  FARMER ON THE LEFT AND A FIELD ROAD ON THE
 FC0190'RIGHT, TURN RIGHT ON THIS FIELD ROAD AND GO SOUTHERLY,
 FC0190'PASSING TO THE EAST OF TWO SMALL FARM BUILDINGS FOR 0.05 OF A
 FC0190'MILE TO A LARGE BARN. PASS TO THE WEST OF THE BARN AND PICK
 FC0190'WAY SOUTHERLY ACROSS OPEN FIELD FOR 0.05 OF A MILE TO THE TOP OF A
 FC0190'KNOLL JUST NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE AND
 FC0190'THE STATION. NOTE-THE LAST SHORT MILEAGE ACROSS THE OPEN
 FC0190'FIELD SHOULD NOT BE MADE IN WET WEATHER.
 FC0190'
 FC0190'THE STATION IS APPROXIMATELY 70 YARDS SOUTH OF THE SOUTHEAST CORNER
 FC0190'OF THE LARGE BARN, 14 FEET NORTH OF THE RIGHT OF-WAY FENCE OF
 FC0190'THE INTERSTATE WITH WITNESS SIGN ATTACHED TO THE FENCE, AND ON THE
 FC0190'HIGHEST POINT OF THE KNOLL. IT IS A STANDARD DISK SET IN THE
 FC0190'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0190'STAMPED FARMER 1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 1 IS 9.5 FEET NORTH OF A METAL WITNESS SIGN
 FC0190'ATTACHED TO THE RIGHT-OF-WAY FENCE, ON THE EAST SLOPE OF OF THE
 FC0190'KNOLL, AND ABOUT 7-1/2 FEET BELOW THE ELEVATION OF THE STATION.  IT
 FC0190'IS A STANDARD DISK SET IN THE TOP OF A 10- INCH, SQUARE, CONCRETE
 FC0190'MONUMENT ABOUT 3-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 FC0190'IS STAMPED FARMER NO 1 1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 2 IS 10.5 FEET NORTH OF A METAL WITNESS SIGN
 FC0190'ATTACHED TO THE RIGHT-OF-WAY FENCE, ON THE WEST SLOPE OF THE KNOLL,
 FC0190'AND ABOUT 2-1/2 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 FC0190'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0190'MONUMENT ABOUT 3-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 FC0190'IS STAMPED FARMER NO 2 1960.
 FC0190'
 FC0190'TRAVERSE STATION TS-J2 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC0190'DESCRIPTION THEREOF.
 FC0190'
 FC0190'ALL MARKS AT THIS STATION ARE BENCH MARKS.
 FC0190'
 FC0190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 5 MILES EAST
 FC0190'OF KINGSTON.
 FC0190
 FC0190                          STATION RECOVERY (1971)
 FC0190
 FC0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0190'5 MI E FROM KINGSTON.
 FC0190'ABOUT 4.6 MILES EAST-SOUTHEAST ALONG INTERSTATE ROUTE 40 FROM
 FC0190'THE EAST END OF THE WATTS BAR LAKE BRIDGE NORTH OF KINGSTON TO THE
 FC0190'STATE ROUTE 58 INTERCHANGE, THENCE RIGHT ON OFF RAMP FOR 0.2 OF
 FC0190'A MILE TO STATE ROUTE 58, THENCE LEFT, NORTHEASTERLY, ON STATE
 FC0190'ROUTE 58 FOR 0.35 OF A MILE TO AN OILED T ROAD RIGHT, THENCE
 FC0190'RIGHT, EASTERLY, ON WINDING ROAD FOR 0.8 OF A MILE TO FARM HOME
 FC0190'OF MR. ALFRED FARMER ON THE LEFT AND A FIELD ROAD RIGHT, THENCE
 FC0190'RIGHT, SOUTHERLY, ON THE FIELD ROAD FOR 0.05 OF A MILE TO A
 FC0190'LARGE BARN, PASS TO WEST OF BARN AND PICK WAY SOUTHERLY ACROSS
 FC0190'OPEN FIELD TO TOP OF KNOLL ABOUT 0.05 OF A MILE TO A POINT
 FC0190'ABOUT 14 FEET NORTH OF THE NORTH-RIGHT-OF-WAY FENCE AND THE
 FC0190'FARMER TRAVERSE STATION.  IT IS APPROXIMATELY 70 YARDS SOUTH
 FC0190'OF THE SOUTHEAST CORNER OF THE LARGE BARN, 14 FEET NORTH OF A
 FC0190'METAL WITNESS SIGN ATTACHED TO THE RIGHT-OF-WAY FENCE, AND ON
 FC0190'THE HIGHEST POINT OF THE KNOLL.  IT IS A STANDARD TRAVERSE
 FC0190'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0190'MONUMENT AND THE DISK IS STAMPED FARMER 1960.
 FC0190
 FC0190                          STATION RECOVERY (1981)
 FC0190
 FC0190'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FC0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0189 ***********************************************************************
 FC0189  DESIGNATION -  FARMER RM 1
 FC0189  PID         -  FC0189
 FC0189  STATE/COUNTY-  TN/ROANE
 FC0189  USGS QUAD   -  CAVE CREEK (1989)
 FC0189
 FC0189                         *CURRENT SURVEY CONTROL
 FC0189  ___________________________________________________________________
 FC0189* NAD 83(1986)-  35 52 00.     (N)    084 25 56.     (W)     SCALED    
 FC0189* NAVD 88     -       320.434  (meters)    1051.29   (feet)  ADJUSTED  
 FC0189  ___________________________________________________________________
 FC0189  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0189  DYNAMIC HT  -         320.133 (meters)    1050.30  (feet)  COMP
 FC0189  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0189
 FC0189  VERT ORDER  -  SECOND    CLASS 0
 FC0189
 FC0189.The horizontal coordinates were scaled from a topographic map and have
 FC0189.an estimated accuracy of +/- 6 seconds.
 FC0189
 FC0189.The orthometric height was determined by differential leveling
 FC0189.and adjusted by the National Geodetic Survey in June 1991..
 FC0189
 FC0189.The geoid height was determined by GEOID03.
 FC0189
 FC0189.The dynamic height is computed by dividing the NAVD 88
 FC0189.geopotential number by the normal gravity value computed on the
 FC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0189.degrees latitude (g = 980.6199 gals.).
 FC0189
 FC0189.The modeled gravity was interpolated from observed gravity values.
 FC0189
 FC0189;                    North         East    Units  Estimated Accuracy
 FC0189;SPC TN       -   171,260.      741,580.      MT  (+/- 180 meters Scaled)
 FC0189
 FC0189                          SUPERSEDED SURVEY CONTROL
 FC0189
 FC0189  NGVD 29 (??/??/92)  320.544  (m)         1051.65   (f) ADJ UNCH    2 0
 FC0189
 FC0189.Superseded values are not recommended for survey control.
 FC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0189.See file dsdata.txt to determine how the superseded data were derived.
 FC0189
 FC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE318722(NAD 83)
 FC0189_MARKER: DR = REFERENCE MARK DISK
 FC0189_SETTING: 0 = UNSPECIFIED SETTING
 FC0189_STAMPING: FARMER NO 1 1960
 FC0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0189
 FC0189  HISTORY     - Date     Condition        Report By
 FC0189  HISTORY     - 1960     MONUMENTED       CGS
 FC0189  HISTORY     - 1971     GOOD             NGS
 FC0189
 FC0189                          STATION DESCRIPTION
 FC0189
 FC0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0189'5 MI E FROM KINGSTON.
 FC0189'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE FARMER
 FC0189'1960 TRAVERSE STATION SITE, 76.00 FEET EAST OF FARMER 1960, 9.5
 FC0189'FEET NORTH OF A METAL WITNESS SIGN ATTACHED TO THE NORTH
 FC0189'RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 40, AND ON THE EAST SLOPE
 FC0189'OF THE HILL ABOUT 7 1/2 FEET BELOW THE ELEVATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0191 ***********************************************************************
 FC0191  DESIGNATION -  FARMER RM 2
 FC0191  PID         -  FC0191
 FC0191  STATE/COUNTY-  TN/ROANE
 FC0191  USGS QUAD   -  CAVE CREEK (1989)
 FC0191
 FC0191                         *CURRENT SURVEY CONTROL
 FC0191  ___________________________________________________________________
 FC0191* NAD 83(1986)-  35 52 00.     (N)    084 25 56.     (W)     SCALED    
 FC0191* NAVD 88     -       322.064  (meters)    1056.64   (feet)  ADJUSTED  
 FC0191  ___________________________________________________________________
 FC0191  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0191  DYNAMIC HT  -         321.762 (meters)    1055.65  (feet)  COMP
 FC0191  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0191
 FC0191  VERT ORDER  -  SECOND    CLASS 0
 FC0191
 FC0191.The horizontal coordinates were scaled from a topographic map and have
 FC0191.an estimated accuracy of +/- 6 seconds.
 FC0191
 FC0191.The orthometric height was determined by differential leveling
 FC0191.and adjusted by the National Geodetic Survey in June 1991..
 FC0191
 FC0191.The geoid height was determined by GEOID03.
 FC0191
 FC0191.The dynamic height is computed by dividing the NAVD 88
 FC0191.geopotential number by the normal gravity value computed on the
 FC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0191.degrees latitude (g = 980.6199 gals.).
 FC0191
 FC0191.The modeled gravity was interpolated from observed gravity values.
 FC0191
 FC0191;                    North         East    Units  Estimated Accuracy
 FC0191;SPC TN       -   171,260.      741,580.      MT  (+/- 180 meters Scaled)
 FC0191
 FC0191                          SUPERSEDED SURVEY CONTROL
 FC0191
 FC0191  NGVD 29 (??/??/92)  322.174  (m)         1057.00   (f) ADJ UNCH    2 0
 FC0191
 FC0191.Superseded values are not recommended for survey control.
 FC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0191.See file dsdata.txt to determine how the superseded data were derived.
 FC0191
 FC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE318722(NAD 83)
 FC0191_MARKER: DR = REFERENCE MARK DISK
 FC0191_SETTING: 0 = UNSPECIFIED SETTING
 FC0191_STAMPING: FARMER NO 2 1960
 FC0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0191
 FC0191  HISTORY     - Date     Condition        Report By
 FC0191  HISTORY     - 1960     MONUMENTED       CGS
 FC0191  HISTORY     - 1971     GOOD             NGS
 FC0191
 FC0191                          STATION DESCRIPTION
 FC0191
 FC0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0191'5 MI E FROM KINGSTON.
 FC0191'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE FARMER
 FC0191'1960 TRAVERSE STATION SITE, 64.23 FEET WEST OF FARMER 1960,
 FC0191'10.5 FEET NORTH OF A METAL WITNESS SIGN ATTACHED TO THE NORTH
 FC0191'RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 40, AND ON THE WEST
 FC0191'SLOPE OF THE HILL ABOUT 2 1/2 FEET BELOW THE ELEVATION OF THE
 FC0191'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2640 ***********************************************************************
 GC2640  DESIGNATION -  FAXON
 GC2640  PID         -  GC2640
 GC2640  STATE/COUNTY-  TN/BENTON
 GC2640  USGS QUAD   -  MC KINNON (1973)
 GC2640
 GC2640                         *CURRENT SURVEY CONTROL
 GC2640  ___________________________________________________________________
 GC2640* NAD 83(1995)-  36 17 55.82199(N)    087 59 51.75642(W)     ADJUSTED  
 GC2640* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2640  ___________________________________________________________________
 GC2640  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GC2640  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC2640
 GC2640  HORZ ORDER  -  THIRD
 GC2640
 GC2640.The horizontal coordinates were established by classical geodetic methods
 GC2640.and adjusted by the National Geodetic Survey in April 1999..
 GC2640
 GC2640.The orthometric height was scaled from a topographic map.
 GC2640
 GC2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2640
 GC2640.The geoid height was determined by GEOID03.
 GC2640
 GC2640;                    North         East     Units Scale Factor Converg.
 GC2640;SPC TN       -   219,905.308   420,576.934   MT  0.99998122   -1 10 10.3
 GC2640;SPC TN       -   721,472.66  1,379,842.82   sFT  0.99998122   -1 10 10.3
 GC2640;UTM  16      - 4,017,556.706   410,417.873   MT  0.99969887   -0 35 26.4
 GC2640
 GC2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2640!SPC TN       -   0.99997453  x   0.99998122  =   0.99995575
 GC2640!UTM  16      -   0.99997453  x   0.99969887  =   0.99967341
 GC2640
 GC2640|---------------------------------------------------------------------|
 GC2640| PID    Reference Object                     Distance      Geod. Az  |
 GC2640|                                                           dddmmss.s |
 GC2640| CG5779 FAXON RM 1                           18.279 METERS 06729     |
 GC2640| CG5778 FAXON AZ MK                                        1305646.7 |
 GC2640| CG5780 FAXON RM 2                           21.570 METERS 32850     |
 GC2640| GD1468 LICKED                              APPROX. 6.9 KM 3372626.5 |
 GC2640|---------------------------------------------------------------------|
 GC2640
 GC2640                          SUPERSEDED SURVEY CONTROL
 GC2640
 GC2640  NAD 83(1995)-  36 17 55.82496(N)    087 59 51.75941(W) AD(       ) 3
 GC2640  NAD 83(1995)-  36 17 55.82539(N)    087 59 51.76283(W) AD(       ) 3
 GC2640  NAD 83(1986)-  36 17 55.83115(N)    087 59 51.75779(W) AD(       ) 3
 GC2640  NAD 27      -  36 17 55.62900(N)    087 59 51.63600(W) AD(       ) 3
 GC2640
 GC2640.Superseded values are not recommended for survey control.
 GC2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2640.See file dsdata.txt to determine how the superseded data were derived.
 GC2640
 GC2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1041817557(NAD 83)
 GC2640_MARKER: DS = TRIANGULATION STATION DISK
 GC2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2640
 GC2640  HISTORY     - Date     Condition        Report By
 GC2640  HISTORY     - 1952     MONUMENTED       CGS
 GC2640  HISTORY     - 1972     GOOD             LOCENG
 GC2640  HISTORY     - 1987     GOOD             USPSQD
 GC2640
 GC2640                          STATION DESCRIPTION
 GC2640
 GC2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2640'STATION IS LOCATED 7 MILES NORTHEAST OF BIG SANDY, 4 MILES NORTHEAST
 GC2640'OF FAXON ON PROPERTY OWNED BY THE NICKY EXPERIMENTAL
 GC2640'FOREST.  IT IS 28 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 14 FEET
 GC2640'NORTHEAST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE EAST
 GC2640'SIDE, 8 FEET SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 GC2640'THE WEST SIDE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 GC2640'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAXON 1952.
 GC2640'
 GC2640'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC2640'AND 4 FEET SOUTHEAST OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 GC2640'THE EAST SIDE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2640'FAXON NO 1 1952.
 GC2640'
 GC2640'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC2640'AND 9 FEET NORTH OF THE CENTER OF A WOODS ROAD.  THE MARK PROJECTS
 GC2640'4 INCHES AND THE DISK IS STAMPED FAXON NO 2 1952.
 GC2640'
 GC2640'THE AZIMUTH IS 28 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 4
 GC2640'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A
 GC2640'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAXON
 GC2640'1952.
 GC2640'
 GC2640'TO REACH THE STATION FROM THE RAILROAD STATION IN BIG SANDY GO EAST
 GC2640'ON MAINE STREET FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND GO NORTH FOR
 GC2640'0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO
 GC2640'A FORK, TAKE LEFT FORK AND GO NORTH FOR 3.7 MILES TO A SIDE ROAD
 GC2640'RIGHT, CONTINUE AHEAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 GC2640'AND GO EAST FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 GC2640'1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 GC2640'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2640'
 GC2640'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2640
 GC2640                          STATION RECOVERY (1972)
 GC2640
 GC2640'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2640'FAXON STATION MARK RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION 115 FEET SSE FROM INTERSECTION OF GRAVELED WOODS
 GC2640'ROAD.
 GC2640'27.6 S 10 W FROM 16 INCH POST OAK.
 GC2640'22.5 N 40 W FROM 10 INCH TWIN WHITE OAK.
 GC2640'13.8 N 30 E FROM 12 INCH RED OAK.
 GC2640'TVA POST AND SIGN SET.
 GC2640'
 GC2640'FAXON RM 1 RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION--
 GC2640'4.3 S 50 E FROM 14 INCH WHITE OAK.
 GC2640'7.9 N 40 W FROM 10 INCH RED OAK.
 GC2640'
 GC2640'FAXON RM 2 RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION--
 GC2640'23.2 S 85 W FROM A 14 INCH RED OAK.
 GC2640'26.4 N 60 W FROM A 16 INCH WHITE OAK.
 GC2640'
 GC2640'FAXON AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION--
 GC2640'8.1 S 65 W FROM 8 INCH WHITE OAK.
 GC2640'9.0 N 65 E FROM 18 INCH RED OAK.
 GC2640'7.2 N 45 W FROM 10 INCH POST OAK.
 GC2640'TVA POST AND SIGN SET.
 GC2640'
 GC2640'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.5 NE OF FAXON.
 GC2640
 GC2640                          STATION RECOVERY (1987)
 GC2640
 GC2640'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1638 ***********************************************************************
 FD1638  DESIGNATION -  FAYPORT
 FD1638  PID         -  FD1638
 FD1638  STATE/COUNTY-  TN/LINCOLN
 FD1638  USGS QUAD   -  LINCOLN (1982)
 FD1638
 FD1638                         *CURRENT SURVEY CONTROL
 FD1638  ___________________________________________________________________
 FD1638* NAD 83(1995)-  35 03 29.40782(N)    086 33 56.00875(W)     ADJUSTED  
 FD1638* NAVD 88     -       292.5    (meters)     960.     (feet)  VERTCON   
 FD1638  ___________________________________________________________________
 FD1638  X           -     313,127.271 (meters)                     COMP
 FD1638  Y           -  -5,217,551.543 (meters)                     COMP
 FD1638  Z           -   3,643,303.167 (meters)                     COMP
 FD1638  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FD1638  ELLIP HEIGHT-         264.43  (meters)          (07/29/02) GPS OBS
 FD1638  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD1638
 FD1638  HORZ ORDER  -  FIRST
 FD1638  ELLP ORDER  -  FOURTH    CLASS I
 FD1638
 FD1638.This mark is at Fayetteville Airport (FYM)
 FD1638
 FD1638.The horizontal coordinates were established by GPS observations
 FD1638.and adjusted by the National Geodetic Survey in April 1999..
 FD1638
 FD1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1638
 FD1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1638
 FD1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1638
 FD1638.The ellipsoidal height was determined by GPS observations
 FD1638.and is referenced to NAD 83.
 FD1638
 FD1638.The geoid height was determined by GEOID03.
 FD1638
 FD1638;                    North         East     Units Scale Factor Converg.
 FD1638;SPC TN       -    80,570.819   548,406.065   MT  1.00003939   -0 19 52.0
 FD1638;SPC TN       -   264,339.43  1,799,228.90   sFT  1.00003939   -0 19 52.0
 FD1638;SPC AL E     -   505,729.432   133,205.938   MT  1.00001496   -0 25 14.2
 FD1638;UTM  16      - 3,879,580.071   539,615.607   MT  0.99961934   +0 14 58.4
 FD1638
 FD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1638!SPC TN       -   0.99995850  x   1.00003939  =   0.99999788
 FD1638!SPC AL E     -   0.99995850  x   1.00001496  =   0.99997345
 FD1638!UTM  16      -   0.99995850  x   0.99961934  =   0.99957785
 FD1638
 FD1638:                Primary Azimuth Mark                     Grid Az
 FD1638:SPC TN       -  FAYPORT AZ MK                            187 51 23.8
 FD1638:SPC AL E     -  FAYPORT AZ MK                            187 56 46.0
 FD1638:UTM  16      -  FAYPORT AZ MK                            187 16 33.4
 FD1638
 FD1638|---------------------------------------------------------------------|
 FD1638| PID    Reference Object                     Distance      Geod. Az  |
 FD1638|                                                           dddmmss.s |
 FD1638| FD1641 FAYPORT AZ MK                       APPROX. 0.7 KM 1873131.8 |
 FD1638|---------------------------------------------------------------------|
 FD1638
 FD1638                          SUPERSEDED SURVEY CONTROL
 FD1638
 FD1638  ELLIP H (04/12/99)  264.49   (m)                       GP(       ) 4 1
 FD1638  NAD 83(1995)-  35 03 29.40800(N)    086 33 56.00831(W) AD(       ) 1
 FD1638  ELLIP H (12/04/92)  264.48   (m)                       GP(       ) 4 1
 FD1638  NAD 83(1995)-  35 03 29.41431(N)    086 33 56.00898(W) AD(       ) 3
 FD1638  NAD 83(1986)-  35 03 29.41412(N)    086 33 56.00900(W) AD(       ) 3
 FD1638  NAD 27      -  35 03 29.10808(N)    086 33 56.02645(W) AD(       ) 3
 FD1638  NGVD 29 (12/04/92)  292.5    (m)          960.     (f) GPS OBS        
 FD1638
 FD1638.Superseded values are not recommended for survey control.
 FD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1638.See file dsdata.txt to determine how the superseded data were derived.
 FD1638
 FD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3961679580(NAD 83)
 FD1638_MARKER: I = METAL ROD
 FD1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1638_SP_SET: STAINLESS STEEL ROD
 FD1638_STAMPING: FAYPORT 1987
 FD1638_MARK LOGO: NGS   
 FD1638_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1638+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 FD1638
 FD1638  HISTORY     - Date     Condition        Report By
 FD1638  HISTORY     - 1987     MONUMENTED       NGS
 FD1638  HISTORY     - UNK      GOOD
 FD1638  HISTORY     - 19900628 GOOD             ALHD
 FD1638  HISTORY     - 19910205 GOOD
 FD1638
 FD1638                          STATION DESCRIPTION
 FD1638
 FD1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FD1638'LOCATION AT THE FAYETTEVILLE MUNCICIPAL AIRPORT ABOUT 6.5 MILES
 FD1638'SOUTH OF FAYETTEVILLE, ABOUT 300 FEET SOUTHEAST OF THE AIRPORT OFFICE
 FD1638'AND AT THE JUCNTION OF TWO TAXIWAYS.  TO REACH FROM THE JUNCTION OF
 FD1638'U.S. HIGHWAYS 231 AND 64 BYPASS AT THE SOUTH EDGE OF FAYETTEVILLE GO
 FD1638'SOUTH 2.5 MILES ON HIGHWAY 231 TO THE JUNCTION WITH STATE
 FD1638'ROUTE 110.
 FD1638'CONTINUE SOUTH 4.5 MILES ON HIGHWAY 231, THEN TURN LEFT AND TO GO 0.4
 FD1638'MILES EAST ON AN ENTRANCE DRIVE TO THE AIRPORT OFFICE.
 FD1638'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11 FEET.
 FD1638'THE LOGO CAP IS STAMPED ---- FAYFORT 1987 ----AND A STEEL SPIKE IS
 FD1638'SET IN THE CONCRETE.  IT IS 301 FEET SOUTHEAST OF THE CORNER OF THE
 FD1638'OFFICE, 161.5 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION
 FD1638'OF THE MAIN TAXIWAY AND A TAXIWAY CROSSOVER, 66 FEET WEST OF THE
 FD1638'CENTERLINE OF THE MAIN TAXIWAY , 57 FEET NORTHEAST OF THE CENTERLINE
 FD1638'OF THE TAXIWAY CROSSOVER AND 9.0 FEET SOUTHEAST OF A FIBERGLASS
 FD1638'WITNESS POST SET AT THE SOUTHEAST CORNER OF A CULVERT HEADWALL.
 FD1638
 FD1638                          STATION RECOVERY (UNK )
 FD1638
 FD1638'RECOVERED UNK
 FD1638'RECOVERED IN GOOD CONDITION.
 FD1638
 FD1638                          STATION RECOVERY (1990)
 FD1638
 FD1638'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FD1638'THE STATION IS LOCATED IN LINCOLN COUNTY TENNESSEE ON THE FAYETTEVILLE
 FD1638'MUNICIPAL AIRPORT,ABOUT 10.46 KM (6.50 MI) SOUTH OF FAYETTEVILLE,
 FD1638'TENNESSEE AND ABOUT 14.16 KM (8.80 MI) NORTH OF HAZEL GREEN, ALABAMA.
 FD1638'TO REACH THE STATION FROM THE ALABAMA - TENNESSEE STATE LINE ON U. S.
 FD1638'231 AND U. S. 431, MILE POST 360.60 ON U. S. 431 IN ALABAMA, DRIVE
 FD1638'NORTH ON U. S. 231 AND U. S. 431 7.72 KM (4.80 MI) TO MILE POST 4.80
 FD1638'AND AIRPORT ROAD ON THE RIGHT, TURN RIGHT ON AIRPORT ROAD AND DRIVE
 FD1638'EAST 0.64 KM (0.40 MI) TO THE AIRPORT OFFICE AND HANGER ON THE RIGHT,
 FD1638'TURN RIGHT ALONG THE WEST SIDE OR BACK OF THE HANGER, PASS THROUGH A
 FD1638'GATE AND DRIVE SOUTH 0.08 KM (0.05 MI) TO THE SOUTH SIDE OF THE
 FD1638'HANGER, TURN LEFT ALONG THE SOUTH SIDE OF THE HANGER AND DRIVE EAST
 FD1638'0.16 KM (0.10 MI) ACROSS A PARKING APRON TO A RAMP AND THE STATION ON
 FD1638'THE LEFT BETWEEN THE PARKING APRON AND A NORTH - SOUTH TAXIWAY.
 FD1638'THE STATION IS 2.93 M (9.61 FT) SOUTHEAST OF THE JUNCTION OF TWO
 FD1638'HEADWALLS, 17.37 M (56.99 FT) NORTHEAST OF THE CENTERLINE OF THE
 FD1638'RAMP, 20.12 M (66.01 FT) WEST OF THE CENTERLINE OF THE NORTH - SOUTH
 FD1638'TAXIWAY, 2.87 M (9.42 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 FD1638'IS A STAINLESS STEEL ROAD WITH A LOGO CAP.
 FD1638'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 FD1638'MR. BOB BRYSON, MANAGER
 FD1638'ROUTE 2, AIRPORT ROAD
 FD1638'FAYETTEVILLE, TENNESSEE 37334
 FD1638'PHONE 615 - 433 - 1960
 FD1638
 FD1638                          STATION RECOVERY (1991)
 FD1638
 FD1638'RECOVERED 1991
 FD1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1641 ***********************************************************************
 FD1641  DESIGNATION -  FAYPORT AZ MK
 FD1641  PID         -  FD1641
 FD1641  STATE/COUNTY-  TN/LINCOLN
 FD1641  USGS QUAD   -  LINCOLN (1982)
 FD1641
 FD1641                         *CURRENT SURVEY CONTROL
 FD1641  ___________________________________________________________________
 FD1641* NAD 83(1995)-  35 03 07.98094(N)    086 33 59.45094(W)     ADJUSTED  
 FD1641* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 FD1641  ___________________________________________________________________
 FD1641  X           -     313,062.886 (meters)                     COMP
 FD1641  Y           -  -5,217,934.899 (meters)                     COMP
 FD1641  Z           -   3,642,762.284 (meters)                     COMP
 FD1641  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FD1641  ELLIP HEIGHT-         263.86  (meters)          (04/12/99) GPS OBS
 FD1641  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1641
 FD1641  HORZ ORDER  -  THIRD
 FD1641  ELLP ORDER  -  FOURTH    CLASS I
 FD1641
 FD1641.This mark is at Fayetteville Airport (FYM)
 FD1641
 FD1641.The horizontal coordinates were established by GPS observations
 FD1641.and adjusted by the National Geodetic Survey in April 1999..
 FD1641
 FD1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1641
 FD1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1641
 FD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1641
 FD1641.The ellipsoidal height was determined by GPS observations
 FD1641.and is referenced to NAD 83.
 FD1641
 FD1641.The geoid height was determined by GEOID03.
 FD1641
 FD1641;                    North         East     Units Scale Factor Converg.
 FD1641;SPC TN       -    79,910.994   548,315.016   MT  1.00004079   -0 19 54.0
 FD1641;SPC TN       -   262,174.65  1,798,930.18   sFT  1.00004079   -0 19 54.0
 FD1641;SPC AL E     -   505,069.766   133,113.861   MT  1.00001512   -0 25 16.0
 FD1641;UTM  16      - 3,878,919.635   539,531.285   MT  0.99961926   +0 14 56.3
 FD1641
 FD1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1641!SPC TN       -   0.99995858  x   1.00004079  =   0.99999937
 FD1641!SPC AL E     -   0.99995858  x   1.00001512  =   0.99997370
 FD1641!UTM  16      -   0.99995858  x   0.99961926  =   0.99957786
 FD1641
 FD1641:                Primary Azimuth Mark                     Grid Az
 FD1641:SPC TN       -  FAYPORT                                  007 51 23.8
 FD1641:SPC AL E     -  FAYPORT                                  007 56 45.8
 FD1641:UTM  16      -  FAYPORT                                  007 16 33.5
 FD1641
 FD1641|---------------------------------------------------------------------|
 FD1641| PID    Reference Object                     Distance      Geod. Az  |
 FD1641|                                                           dddmmss.s |
 FD1641| FD1638 FAYPORT                             APPROX. 0.7 KM 0073129.8 |
 FD1641|---------------------------------------------------------------------|
 FD1641
 FD1641                          SUPERSEDED SURVEY CONTROL
 FD1641
 FD1641  NAD 83(1995)-  35 03 07.98107(N)    086 33 59.45052(W) AD(       ) 3
 FD1641  NAD 83(1995)-  35 03 07.98739(N)    086 33 59.45111(W) AD(       ) 3
 FD1641  NAD 83(1986)-  35 03 07.98721(N)    086 33 59.45113(W) AD(       ) 3
 FD1641  NAD 27      -  35 03 07.68089(N)    086 33 59.46862(W) AD(       ) 3
 FD1641  NGVD 29 (02/20/88)  292.6    (m)          960.     (f) GPS OBS        
 FD1641
 FD1641.Superseded values are not recommended for survey control.
 FD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1641.See file dsdata.txt to determine how the superseded data were derived.
 FD1641
 FD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3953178920(NAD 83)
 FD1641_MARKER: DZ = AZIMUTH MARK DISK
 FD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1641_SP_SET: CONCRETE POST
 FD1641_STAMPING: FAYPORT AZ MK 1987
 FD1641_MARK LOGO: NGS   
 FD1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1641+STABILITY: SURFACE MOTION
 FD1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1641+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FD1641
 FD1641  HISTORY     - Date     Condition        Report By
 FD1641  HISTORY     - 1987     MONUMENTED       NGS
 FD1641
 FD1641                          STATION DESCRIPTION
 FD1641
 FD1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FD1641'LOCATED AT THE FAYETTEVILLE MUNICIPAL AIRPORT 6.5 MILES SOUTH OF
 FD1641'FAYETTEVILLE, 0.4 MILES SOUTH OF THE AIRPORT OFFICE AND THE SOUTH END
 FD1641'OF THE RUNWAY.
 FD1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 231 AND 64
 FD1641'BYPASS AT THE SOUTH EDGE OF FAYETTEVILLE GO 0.4 MILES, 0.7 MILES
 FD1641'ON HIGHWAY 231, THEN TURN LEFT AND GO 0.4 MILES EAST ON AN ENTRANCE
 FD1641'DRIVE TO THE AIRPORT OFFICE.
 FD1641'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 61 FEET.
 FD1641'THE LOGO CAP IS STAMPED ----FAYPORT AZ MK 198---- AND A STEEL SPIKE
 FD1641'IS EMBEDDED IN THE CONCRETE.  IT IS 175.5 FEET EAST OF THE TAXIWAY
 FD1641'CENTER, 75 FEET WEST OF THE RUNWAY CENTER AND 2 FEET BELOW THE SAME
 FD1641'144 FEET SOUTH OF THE CENTER OF A TAXIWAY CROSSOVER, 106 FEET NORTH
 FD1641'OF THE CENTER OF ANOTHER TAXIWAY CROSSOVER AND 10.5 FEET EASE
 FD1641'OF A FIBERGLASS WITNESS POST SET ALONG A VASI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1852 ***********************************************************************
 FB1852  DESIGNATION -  FB 1
 FB1852  PID         -  FB1852
 FB1852  STATE/COUNTY-  TN/KNOX
 FB1852  USGS QUAD   -  SHOOKS GAP (1987)
 FB1852
 FB1852                         *CURRENT SURVEY CONTROL
 FB1852  ___________________________________________________________________
 FB1852* NAD 83(1986)-  35 57 34.     (N)    083 50 55.     (W)     SCALED    
 FB1852* NAVD 88     -       263.12   (+/-2cm)     863.3    (feet)  VERTCON   
 FB1852  ___________________________________________________________________
 FB1852  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1852
 FB1852  VERT ORDER  -  ? (See Below)
 FB1852
 FB1852.The horizontal coordinates were scaled from a topographic map and have
 FB1852.an estimated accuracy of +/- 6 seconds.
 FB1852
 FB1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1852.The vertical order pertains to the NGVD 29 superseded value.
 FB1852
 FB1852.The geoid height was determined by GEOID03.
 FB1852
 FB1852;                    North         East    Units  Estimated Accuracy
 FB1852;SPC TN       -   182,550.      794,050.      MT  (+/- 180 meters Scaled)
 FB1852
 FB1852                          SUPERSEDED SURVEY CONTROL
 FB1852
 FB1852  NGVD 29 (??/??/92)  263.260  (m)          863.71   (f) ADJ UNCH    ?  
 FB1852
 FB1852.Superseded values are not recommended for survey control.
 FB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1852.See file dsdata.txt to determine how the superseded data were derived.
 FB1852
 FB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430832(NAD 83)
 FB1852_MARKER: X = CHISELED CROSS
 FB1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1852_SP_SET: BRIDGE
 FB1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1852
 FB1852  HISTORY     - Date     Condition        Report By
 FB1852  HISTORY     - UNK      MONUMENTED       DOD
 FB1852  HISTORY     - 1936     GOOD             USGS
 FB1852
 FB1852                          STATION DESCRIPTION
 FB1852
 FB1852'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1852'2 MI W FROM MARBLEDALE.
 FB1852'2 MILES WEST OF MARBLEDALE, KNOX COUNTY, AT THE JUNCTION OF
 FB1852'HOLSTON AND FRENCH BROAD RIVERS, AT THE SOUTHERN RAILWAY BRIDGE
 FB1852'OVER HOLSTON RIVER, AND ON THE TOP OF THE LEFT BANK ABUTMENT
 FB1852'DOWNSTREAM SIDE.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3312 ***********************************************************************
 AB3312  DESIGNATION -  FED1
 AB3312  PID         -  AB3312
 AB3312  STATE/COUNTY-  TN/SHELBY
 AB3312  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AB3312
 AB3312                         *CURRENT SURVEY CONTROL
 AB3312  ___________________________________________________________________
 AB3312* NAD 83(1995)-  35 08 59.04982(N)    090 03 05.81408(W)     ADJUSTED  
 AB3312* NAVD 88     -       138.8    (meters)     455.     (feet)  GPS OBS   
 AB3312  ___________________________________________________________________
 AB3312  X           -      -4,703.323 (meters)                     COMP
 AB3312  Y           -  -5,220,969.886 (meters)                     COMP
 AB3312  Z           -   3,651,526.415 (meters)                     COMP
 AB3312  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AB3312  ELLIP HEIGHT-         111.53  (meters)          (05/17/96) GPS OBS
 AB3312  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AB3312
 AB3312  HORZ ORDER  -  A
 AB3312  ELLP ORDER  -  FIRST     CLASS II
 AB3312
 AB3312.The horizontal coordinates were established by GPS observations
 AB3312.and adjusted by the National Geodetic Survey in May 1996..
 AB3312
 AB3312.The orthometric height was determined by GPS observations and a
 AB3312.high-resolution geoid model.
 AB3312
 AB3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3312
 AB3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3312
 AB3312.The ellipsoidal height was determined by GPS observations
 AB3312.and is referenced to NAD 83.
 AB3312
 AB3312.The geoid height was determined by GEOID03.
 AB3312
 AB3312;                    North         East     Units Scale Factor Converg.
 AB3312;SPC TN       -    98,221.789   230,908.877   MT  1.00001921   -2 22 19.1
 AB3312;SPC TN       -   322,249.32    757,573.54   sFT  1.00001921   -2 22 19.1
 AB3312;UTM  15      - 3,893,629.154   768,594.260   MT  1.00048920   +1 41 54.4
 AB3312;UTM  16      - 3,893,912.987   221,998.641   MT  1.00055259   -1 45 28.8
 AB3312
 AB3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3312!SPC TN       -   0.99998249  x   1.00001921  =   1.00000170
 AB3312!UTM  15      -   0.99998249  x   1.00048920  =   1.00047169
 AB3312!UTM  16      -   0.99998249  x   1.00055259  =   1.00053507
 AB3312
 AB3312                          SUPERSEDED SURVEY CONTROL
 AB3312
 AB3312.No superseded survey control is available for this station.
 AB3312
 AB3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6859493629(NAD 83)
 AB3312_MARKER: Z = SEE DESCRIPTION
 AB3312_SETTING: 0 = UNSPECIFIED SETTING
 AB3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3312+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3312
 AB3312  HISTORY     - Date     Condition        Report By
 AB3312  HISTORY     - 1995     MONUMENTED       USE
 AB3312
 AB3312                          STATION DESCRIPTION
 AB3312
 AB3312'DESCRIBED BY US ENGINEERS 1995
 AB3312'THIS IS FIXED LOCATION ANTENNA MOUNT ON THE ROOF OF THE CLIFFORD DAVIS
 AB3312'FEDERAL BUILDING IN DOWNTOWN MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1056 ***********************************************************************
 GC1056  DESIGNATION -  FESTNER
 GC1056  PID         -  GC1056
 GC1056  STATE/COUNTY-  TN/ROBERTSON
 GC1056  USGS QUAD   -  PORTLAND (1981)
 GC1056
 GC1056                         *CURRENT SURVEY CONTROL
 GC1056  ___________________________________________________________________
 GC1056* NAD 83(1995)-  36 36 41.87757(N)    086 35 25.90286(W)     ADJUSTED  
 GC1056* NAVD 88     -       239.868  (meters)     786.97   (feet)  ADJUSTED  
 GC1056  ___________________________________________________________________
 GC1056  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC1056  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1056  DYNAMIC HT  -         239.667 (meters)     786.31  (feet)  COMP
 GC1056  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC1056
 GC1056  HORZ ORDER  -  SECOND
 GC1056  VERT ORDER  -  SECOND    CLASS 0
 GC1056
 GC1056.The horizontal coordinates were established by classical geodetic methods
 GC1056.and adjusted by the National Geodetic Survey in April 1999..
 GC1056
 GC1056.The orthometric height was determined by differential leveling
 GC1056.and adjusted by the National Geodetic Survey in June 1991..
 GC1056
 GC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1056
 GC1056.The geoid height was determined by GEOID03.
 GC1056
 GC1056.The dynamic height is computed by dividing the NAVD 88
 GC1056.geopotential number by the normal gravity value computed on the
 GC1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1056.degrees latitude (g = 980.6199 gals.).
 GC1056
 GC1056.The modeled gravity was interpolated from observed gravity values.
 GC1056
 GC1056;                    North         East     Units Scale Factor Converg.
 GC1056;SPC TN       -   252,943.576   547,168.127   MT  1.00004039   -0 20 44.6
 GC1056;SPC TN       -   829,865.72  1,795,167.43   sFT  1.00004039   -0 20 44.6
 GC1056;SPC KY1Z     - 1,031,227.212 1,424,794.381   MT  1.00014621   -0 30 57.8
 GC1056;SPC KY1Z     - 3,383,284.61  4,674,512.90   sFT  1.00014621   -0 30 57.8
 GC1056;SPC KY S     -   531,218.573   424,803.522   MT  1.00002432   -0 30 35.1
 GC1056;SPC KY S     - 1,742,839.60  1,393,709.56   sFT  1.00002432   -0 30 35.1
 GC1056;UTM  16      - 4,051,868.965   536,617.704   MT  0.99961652   +0 14 39.1
 GC1056
 GC1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1056!SPC TN       -   0.99996704  x   1.00004039  =   1.00000743
 GC1056!SPC KY1Z     -   0.99996704  x   1.00014621  =   1.00011325
 GC1056!SPC KY S     -   0.99996704  x   1.00002432  =   0.99999136
 GC1056!UTM  16      -   0.99996704  x   0.99961652  =   0.99958358
 GC1056
 GC1056:                Primary Azimuth Mark                     Grid Az
 GC1056:SPC TN       -  FESTNER AZ MK                            034 39 59.7
 GC1056:SPC KY1Z     -  FESTNER AZ MK                            034 50 12.9
 GC1056:SPC KY S     -  FESTNER AZ MK                            034 49 50.2
 GC1056:UTM  16      -  FESTNER AZ MK                            034 04 36.0
 GC1056
 GC1056|---------------------------------------------------------------------|
 GC1056| PID    Reference Object                     Distance      Geod. Az  |
 GC1056|                                                           dddmmss.s |
 GC1056| GC1058 FESTNER AZ MK                                      0341915.1 |
 GC1056| GC1057 FESTNER RM 1                         25.375 METERS 07608     |
 GC1056| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 2.8 KM 0761836.8 |
 GC1056| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 7.6 KM 1172949.5 |
 GC1056| GC1055 FESTNER RM 2                         25.738 METERS 18755     |
 GC1056|---------------------------------------------------------------------|
 GC1056
 GC1056                          SUPERSEDED SURVEY CONTROL
 GC1056
 GC1056  NAD 83(1995)-  36 36 41.87768(N)    086 35 25.90293(W) AD(       ) 2
 GC1056  NAD 83(1995)-  36 36 41.88591(N)    086 35 25.90711(W) AD(       ) 2
 GC1056  NAD 83(1986)-  36 36 41.88633(N)    086 35 25.90689(W) AD(       ) 2
 GC1056  NAD 27      -  36 36 41.74620(N)    086 35 25.91840(W) AD(       ) 2
 GC1056  NGVD 29 (??/??/92)  239.946  (m)          787.22   (f) ADJ UNCH    2 0
 GC1056
 GC1056.Superseded values are not recommended for survey control.
 GC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1056.See file dsdata.txt to determine how the superseded data were derived.
 GC1056
 GC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3661851869(NAD 83)
 GC1056_MARKER: DE = TRAVERSE STATION DISK
 GC1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1056_STAMPING: FESTNER 1959
 GC1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1056+STABILITY: SURFACE MOTION
 GC1056
 GC1056  HISTORY     - Date     Condition        Report By
 GC1056  HISTORY     - 1959     MONUMENTED       CGS
 GC1056  HISTORY     - 1959     GOOD             CGS
 GC1056
 GC1056                          STATION DESCRIPTION
 GC1056
 GC1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1056'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF PORTLAND, ABOUT
 GC1056'3.0 MILES SOUTHWEST OF MITCHELLVILLE AND ON MR.  WILLIAM FESTNERS
 GC1056'PROPERTY.
 GC1056'
 GC1056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC1056'HIGHWAY 109 AT THE KENTUCKY-TENNESSEE STATE LINE, GO SOUTH ON U.S.
 GC1056'HIGHWAY 31W FOR 1.65 MILES TO A CROSSROAD AT SHADY PARK CAFE, TURN
 GC1056'RIGHT AND GO WEST FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GC1056'DESCRIBED, CONTINUE WEST FOR 0.05 MILE TO MR. FESTNERS HOUSE ON THE
 GC1056'LEFT, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A LANE ON THE
 GC1056'RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATON ON THE LEFT
 GC1056'AS DESCRIBED.
 GC1056'
 GC1056'THE STATION MARK IS 29 FEET SOUTH OF A FENCE CORNER POST, 4 FEET
 GC1056'SOUTH OF A WITNESS SIGN AND 1 FOOT EAST OF A NORTH-SOUTH
 GC1056'WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF A
 GC1056'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 GC1056'IS STAMPED FESTNER 1959.  THE UNDERGROUND MARK IS A STANDARD TRAVERSE
 GC1056'DISK SET ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND AND
 GC1056'THE DISK IS STAMPED FESTNER 1959.
 GC1056'
 GC1056'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE, PROJECTS
 GC1056'2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GC1056'FESTNER NO 1 1959.
 GC1056'.
 GC1056'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A NORTH-SOUTH
 GC1056'FENCE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 GC1056'DISK IS STAMPED FESTNER NO 2 1959.
 GC1056'
 GC1056'THE AZMUTH MARK IS 15 FEET NORTH OF AN OILED ROAD, 2 FEET WEST OF A
 GC1056'FENCE CORNER POST AND 2 FEET EAST OF A WITNESS SIGN. THE MARK
 GC1056'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 GC1056'STAMPED FESTNER 1959.
 GC1056'
 GC1056'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 GC1056
 GC1056                          STATION RECOVERY (1959)
 GC1056
 GC1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1056'5.1 MI SW FROM MITCHELLVILLE.
 GC1056'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1056'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1056'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1056'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1056'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILES SOUTHWEST
 GC1056'ON U.S. HIGHWAY 31 W, THENCE 0.65 MILE WEST ON A GRAVELED ROAD
 GC1056'TO MR. FESTNERS HOUSE ON THE LEFT, TURN LEFT AND GO SOUTH FOR
 GC1056'0.15 MILE TO A LANE ON THE RIGHT, TURN RIGHT AND GO WEST FOR
 GC1056'0.05 TO THE STATION ON THE LEFT, 29 FT. SOUTH OF A FENCE CORNER
 GC1056'POST, 4 FT. SOUTH OF A WITNESS SIGN, AND 1 FT. EAST OF A FENCE,
 GC1056'A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 GC1056'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1058 ***********************************************************************
 GC1058  DESIGNATION -  FESTNER AZ MK
 GC1058  PID         -  GC1058
 GC1058  STATE/COUNTY-  TN/ROBERTSON
 GC1058  USGS QUAD   -  PORTLAND (1981)
 GC1058
 GC1058                         *CURRENT SURVEY CONTROL
 GC1058  ___________________________________________________________________
 GC1058* NAD 83(1986)-  36 36 49.     (N)    086 35 17.     (W)     SCALED    
 GC1058* NAVD 88     -       234.721  (meters)     770.08   (feet)  ADJUSTED  
 GC1058  ___________________________________________________________________
 GC1058  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1058  DYNAMIC HT  -         234.524 (meters)     769.43  (feet)  COMP
 GC1058  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GC1058
 GC1058  VERT ORDER  -  SECOND    CLASS 0
 GC1058
 GC1058.The horizontal coordinates were scaled from a topographic map and have
 GC1058.an estimated accuracy of +/- 6 seconds.
 GC1058
 GC1058.The orthometric height was determined by differential leveling
 GC1058.and adjusted by the National Geodetic Survey in June 1991..
 GC1058
 GC1058.The geoid height was determined by GEOID03.
 GC1058
 GC1058.The dynamic height is computed by dividing the NAVD 88
 GC1058.geopotential number by the normal gravity value computed on the
 GC1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1058.degrees latitude (g = 980.6199 gals.).
 GC1058
 GC1058.The modeled gravity was interpolated from observed gravity values.
 GC1058
 GC1058;                    North         East    Units  Estimated Accuracy
 GC1058;SPC TN       -   253,160.      547,390.      MT  (+/- 180 meters Scaled)
 GC1058
 GC1058                          SUPERSEDED SURVEY CONTROL
 GC1058
 GC1058  NGVD 29 (??/??/92)  234.799  (m)          770.34   (f) ADJ UNCH    2 0
 GC1058
 GC1058.Superseded values are not recommended for survey control.
 GC1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1058.See file dsdata.txt to determine how the superseded data were derived.
 GC1058
 GC1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF368520(NAD 83)
 GC1058_MARKER: DZ = AZIMUTH MARK DISK
 GC1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1058_STAMPING: FESTNER 1959
 GC1058_MARK LOGO: CGS   
 GC1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1058+STABILITY: SURFACE MOTION
 GC1058
 GC1058  HISTORY     - Date     Condition        Report By
 GC1058  HISTORY     - 1959     MONUMENTED       CGS
 GC1058
 GC1058                          STATION DESCRIPTION
 GC1058
 GC1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1058'4.8 MI SW FROM MITCHELLVILLE.
 GC1058'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1058'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1058'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1058'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1058'MILE SOUTHEAST OF A GRAVELED ROAD, THENCE 1.25 MILE SOUTHWEST ON
 GC1058'U.S. HIGHWAY 31 W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD, 15
 GC1058'FT. NORTH OF THE GRAVELED ROAD, 2 FT. WEST OF A FENCE CORNER
 GC1058'POST AND 2 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1058'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE
 GC1058'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1057 ***********************************************************************
 GC1057  DESIGNATION -  FESTNER RM 1
 GC1057  PID         -  GC1057
 GC1057  STATE/COUNTY-  TN/ROBERTSON
 GC1057  USGS QUAD   -  PORTLAND (1981)
 GC1057
 GC1057                         *CURRENT SURVEY CONTROL
 GC1057  ___________________________________________________________________
 GC1057* NAD 83(1986)-  36 36 41.     (N)    086 35 25.     (W)     SCALED    
 GC1057* NAVD 88     -       239.634  (meters)     786.20   (feet)  ADJUSTED  
 GC1057  ___________________________________________________________________
 GC1057  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1057  DYNAMIC HT  -         239.433 (meters)     785.54  (feet)  COMP
 GC1057  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC1057
 GC1057  VERT ORDER  -  SECOND    CLASS 0
 GC1057
 GC1057.The horizontal coordinates were scaled from a topographic map and have
 GC1057.an estimated accuracy of +/- 6 seconds.
 GC1057
 GC1057.The orthometric height was determined by differential leveling
 GC1057.and adjusted by the National Geodetic Survey in June 1991..
 GC1057
 GC1057.The geoid height was determined by GEOID03.
 GC1057
 GC1057.The dynamic height is computed by dividing the NAVD 88
 GC1057.geopotential number by the normal gravity value computed on the
 GC1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1057.degrees latitude (g = 980.6199 gals.).
 GC1057
 GC1057.The modeled gravity was interpolated from observed gravity values.
 GC1057
 GC1057;                    North         East    Units  Estimated Accuracy
 GC1057;SPC TN       -   252,920.      547,190.      MT  (+/- 180 meters Scaled)
 GC1057
 GC1057                          SUPERSEDED SURVEY CONTROL
 GC1057
 GC1057  NGVD 29 (??/??/92)  239.712  (m)          786.46   (f) ADJ UNCH    2 0
 GC1057
 GC1057.Superseded values are not recommended for survey control.
 GC1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1057.See file dsdata.txt to determine how the superseded data were derived.
 GC1057
 GC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366518(NAD 83)
 GC1057_MARKER: DR = REFERENCE MARK DISK
 GC1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1057_STAMPING: FESTNER NO 1 1959
 GC1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1057+STABILITY: SURFACE MOTION
 GC1057
 GC1057  HISTORY     - Date     Condition        Report By
 GC1057  HISTORY     - 1959     MONUMENTED       CGS
 GC1057
 GC1057                          STATION DESCRIPTION
 GC1057
 GC1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1057'5.1 MI SW FROM MITCHELLVILLE.
 GC1057'THIS MARK IS LOCATED AT THE FESTNER 1959 STATION SITE, 83.2
 GC1057'FT. EAST-NORTHEAST OF THE STATION MARK, AND 1 FT. SOUTH OF A
 GC1057'FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1055 ***********************************************************************
 GC1055  DESIGNATION -  FESTNER RM 2
 GC1055  PID         -  GC1055
 GC1055  STATE/COUNTY-  TN/ROBERTSON
 GC1055  USGS QUAD   -  PORTLAND (1981)
 GC1055
 GC1055                         *CURRENT SURVEY CONTROL
 GC1055  ___________________________________________________________________
 GC1055* NAD 83(1986)-  36 36 41.     (N)    086 35 25.     (W)     SCALED    
 GC1055* NAVD 88     -       239.995  (meters)     787.38   (feet)  ADJUSTED  
 GC1055  ___________________________________________________________________
 GC1055  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1055  DYNAMIC HT  -         239.794 (meters)     786.72  (feet)  COMP
 GC1055  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC1055
 GC1055  VERT ORDER  -  SECOND    CLASS 0
 GC1055
 GC1055.The horizontal coordinates were scaled from a topographic map and have
 GC1055.an estimated accuracy of +/- 6 seconds.
 GC1055
 GC1055.The orthometric height was determined by differential leveling
 GC1055.and adjusted by the National Geodetic Survey in June 1991..
 GC1055
 GC1055.The geoid height was determined by GEOID03.
 GC1055
 GC1055.The dynamic height is computed by dividing the NAVD 88
 GC1055.geopotential number by the normal gravity value computed on the
 GC1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1055.degrees latitude (g = 980.6199 gals.).
 GC1055
 GC1055.The modeled gravity was interpolated from observed gravity values.
 GC1055
 GC1055;                    North         East    Units  Estimated Accuracy
 GC1055;SPC TN       -   252,920.      547,190.      MT  (+/- 180 meters Scaled)
 GC1055
 GC1055                          SUPERSEDED SURVEY CONTROL
 GC1055
 GC1055  NGVD 29 (??/??/92)  240.073  (m)          787.64   (f) ADJ UNCH    2 0
 GC1055
 GC1055.Superseded values are not recommended for survey control.
 GC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1055.See file dsdata.txt to determine how the superseded data were derived.
 GC1055
 GC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366518(NAD 83)
 GC1055_MARKER: DR = REFERENCE MARK DISK
 GC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1055_STAMPING: FESTNER NO 2 1959
 GC1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1055+STABILITY: SURFACE MOTION
 GC1055
 GC1055  HISTORY     - Date     Condition        Report By
 GC1055  HISTORY     - 1959     MONUMENTED       CGS
 GC1055
 GC1055                          STATION DESCRIPTION
 GC1055
 GC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1055'5.1 MI SW FROM MITCHELLVILLE.
 GC1055'THIS MARK IS LOCATED AT THE FESTNER 1959 STATION SITE, 84.4 FT.
 GC1055'SOUTH OF THE STATION MARK, AND 1 FT. EAST OF A FENCE, A DISK SET
 GC1055'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2798 ***********************************************************************
 FE2798  DESIGNATION -  FFF
 FE2798  PID         -  FE2798
 FE2798  STATE/COUNTY-  TN/SHELBY
 FE2798  USGS QUAD   -  MUNFORD (1983)
 FE2798
 FE2798                         *CURRENT SURVEY CONTROL
 FE2798  ___________________________________________________________________
 FE2798* NAD 83(1986)-  35 22 34.     (N)    089 46 00.     (W)     SCALED    
 FE2798* NAVD 88     -       109.041  (meters)     357.75   (feet)  ADJUSTED  
 FE2798  ___________________________________________________________________
 FE2798  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2798  DYNAMIC HT  -         108.945 (meters)     357.43  (feet)  COMP
 FE2798  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 FE2798
 FE2798  VERT ORDER  -  FIRST     CLASS II
 FE2798
 FE2798.The horizontal coordinates were scaled from a topographic map and have
 FE2798.an estimated accuracy of +/- 6 seconds.
 FE2798
 FE2798.The orthometric height was determined by differential leveling
 FE2798.and adjusted by the National Geodetic Survey in August 1995..
 FE2798
 FE2798.The geoid height was determined by GEOID03.
 FE2798
 FE2798.The dynamic height is computed by dividing the NAVD 88
 FE2798.geopotential number by the normal gravity value computed on the
 FE2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2798.degrees latitude (g = 980.6199 gals.).
 FE2798
 FE2798.The modeled gravity was interpolated from observed gravity values.
 FE2798
 FE2798;                    North         East    Units  Estimated Accuracy
 FE2798;SPC TN       -   122,280.      257,820.      MT  (+/- 180 meters Scaled)
 FE2798
 FE2798                          SUPERSEDED SURVEY CONTROL
 FE2798
 FE2798.No superseded survey control is available for this station.
 FE2798
 FE2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE486182(NAD 83)
 FE2798_MARKER: P = PIPE CAP
 FE2798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2798_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2798_STAMPING: FFF
 FE2798_MARK LOGO: NONE  
 FE2798_PROJECTION: FLUSH
 FE2798_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2798+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2798_ROD/PIPE-DEPTH: 1.0  meters
 FE2798
 FE2798  HISTORY     - Date     Condition        Report By
 FE2798  HISTORY     - 1992     MONUMENTED       MLGW
 FE2798  HISTORY     - 19920115 GOOD             NGS
 FE2798  HISTORY     - 20021001 GOOD             USACE
 FE2798
 FE2798                          STATION DESCRIPTION
 FE2798
 FE2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2798'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2798'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2798'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 8.3 KM
 FE2798'(5.15 MI) EASTERLY ALONG MUDVILLE ROAD, 6.8 M (22.3 FT) NORTH OF AND
 FE2798'LEVEL WITH THE CENTERLINE OF THE ROAD, 6.2 M (20.3 FT) EAST OF THE
 FE2798'CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) NORTHWEST OF A FENCE CORNER
 FE2798'POST, AND 0.9 M (3.0 FT) EAST OF THE CENTER OF A METAL WATER METER
 FE2798'COVER.
 FE2798
 FE2798                          STATION RECOVERY (2002)
 FE2798
 FE2798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2102 ***********************************************************************
 FB2102  DESIGNATION -  FIFTH
 FB2102  PID         -  FB2102
 FB2102  STATE/COUNTY-  TN/KNOX
 FB2102  USGS QUAD   -  KNOXVILLE (1978)
 FB2102
 FB2102                         *CURRENT SURVEY CONTROL
 FB2102  ___________________________________________________________________
 FB2102* NAD 83(1995)-  35 58 07.69778(N)    083 55 40.07999(W)     ADJUSTED  
 FB2102* NAVD 88     -       277.616  (meters)     910.81   (feet)  ADJUSTED  
 FB2102  ___________________________________________________________________
 FB2102  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FB2102  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2102  DYNAMIC HT  -         277.360 (meters)     909.97  (feet)  COMP
 FB2102  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2102
 FB2102  HORZ ORDER  -  SECOND
 FB2102  VERT ORDER  -  SECOND    CLASS 0
 FB2102
 FB2102.The horizontal coordinates were established by classical geodetic methods
 FB2102.and adjusted by the National Geodetic Survey in April 1999..
 FB2102
 FB2102.The orthometric height was determined by differential leveling
 FB2102.and adjusted by the National Geodetic Survey in June 1991..
 FB2102
 FB2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2102
 FB2102.The geoid height was determined by GEOID03.
 FB2102
 FB2102.The dynamic height is computed by dividing the NAVD 88
 FB2102.geopotential number by the normal gravity value computed on the
 FB2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2102.degrees latitude (g = 980.6199 gals.).
 FB2102
 FB2102.The modeled gravity was interpolated from observed gravity values.
 FB2102
 FB2102;                    North         East     Units Scale Factor Converg.
 FB2102;SPC TN       -   183,432.847   786,887.655   MT  0.99995116   +1 12 47.3
 FB2102;SPC TN       -   601,812.60  2,581,647.25   sFT  0.99995116   +1 12 47.3
 FB2102;UTM  17      - 3,984,452.454   235,984.539   MT  1.00045898   -1 43 14.2
 FB2102;UTM  16      - 3,984,853.390   777,040.592   MT  1.00054584   +1 48 20.1
 FB2102
 FB2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2102!SPC TN       -   0.99996125  x   0.99995116  =   0.99991241
 FB2102!UTM  17      -   0.99996125  x   1.00045898  =   1.00042021
 FB2102!UTM  16      -   0.99996125  x   1.00054584  =   1.00050707
 FB2102
 FB2102:                Primary Azimuth Mark                     Grid Az
 FB2102:SPC TN       -  CENTRAL                                  043 33 09.5
 FB2102:UTM  17      -  CENTRAL                                  046 29 11.0
 FB2102:UTM  16      -  CENTRAL                                  042 57 36.7
 FB2102
 FB2102|---------------------------------------------------------------------|
 FB2102| PID    Reference Object                     Distance      Geod. Az  |
 FB2102|                                                           dddmmss.s |
 FB2102| FB2654 CENTRAL                             APPROX. 0.8 KM 0444556.8 |
 FB2102| FB2104 FIFTH RM 1                            4.567 METERS 06422     |
 FB2102| FB2103 FIFTH RM 2                            7.750 METERS 25920     |
 FB2102|---------------------------------------------------------------------|
 FB2102
 FB2102                          SUPERSEDED SURVEY CONTROL
 FB2102
 FB2102  NAD 83(1995)-  35 58 07.70564(N)    083 55 40.07754(W) AD(       ) 2
 FB2102  NAD 83(1986)-  35 58 07.71125(N)    083 55 40.07582(W) AD(       ) 2
 FB2102  NAD 27      -  35 58 07.41340(N)    083 55 40.41610(W) AD(       ) 2
 FB2102  NGVD 29 (??/??/92)  277.750  (m)          911.25   (f) ADJ UNCH    2 0
 FB2102
 FB2102.Superseded values are not recommended for survey control.
 FB2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2102.See file dsdata.txt to determine how the superseded data were derived.
 FB2102
 FB2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3598584452(NAD 83)
 FB2102_MARKER: DE = TRAVERSE STATION DISK
 FB2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2102_STAMPING: FIFTH 1960
 FB2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2102+STABILITY: SURFACE MOTION
 FB2102
 FB2102  HISTORY     - Date     Condition        Report By
 FB2102  HISTORY     - 1960     MONUMENTED       CGS
 FB2102  HISTORY     - 1961     GOOD             NGS
 FB2102  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2102
 FB2102                          STATION DESCRIPTION
 FB2102
 FB2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2102'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF DOWNTOWN KNOXVILLE.
 FB2102'
 FB2102'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB2102'MAGNOLIA AVENUE, GO WEST ON MAGOLIA AVENUE FOR 0.3 MILE TO THE
 FB2102'STATION ON THE LEFT.
 FB2102'
 FB2102'STATION MARK IS 30 FEET SOUTH OF THE CENTER OF MAGNOLIA AVENUE, 9
 FB2102'FEET WEST OF A HAND RAIL AND 6.8 FEET SOUTH OF A STREET CURB.
 FB2102'THE MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF A CONCRETE POST,
 FB2102'SET FLUSH, AND IS STAMPED FIFTH 1960.
 FB2102'
 FB2102'REFERENCE MARK NO. 1 IS 6 FEET SOUTH OF A STREET CURB.  THE MARK IS A
 FB2102'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CURB OF A STREET, AND
 FB2102'IS STAMPED FIFTH NO 1 1960.
 FB2102'
 FB2102'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE CURB OF A
 FB2102'WALK WAY, AND IS STAMPED FIFTH NO 2 1960.
 FB2102'
 FB2102'TRAVERSE STATION CENTRAL WILL SERVE AS THE AZIMUTH MARK.  SEE
 FB2102'DESCRIPTION THEREOF.
 FB2102'
 FB2102'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FB2102
 FB2102                          STATION RECOVERY (1961)
 FB2102
 FB2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2102'AT KNOXVILLE.
 FB2102'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2102'WEST ON MAGNOLIA AVENUE FOR 0.3 MILE TO AN OVERPASS.  THE
 FB2102'STATION MARK IS 30 FT. SOUTH OF THE CENTER OF MAGNOLIA AVENUE,
 FB2102'9 FT. WEST OF A HAND RAIL AND 6.8 FT. SOUTH OF A STREET CURB.
 FB2102'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FB2102'THE GROUND, AND ABOUT LEVEL WITH MAGNOLIA AVENUE.
 FB2102
 FB2102                          STATION RECOVERY (1982)
 FB2102
 FB2102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2104 ***********************************************************************
 FB2104  DESIGNATION -  FIFTH RM 1
 FB2104  PID         -  FB2104
 FB2104  STATE/COUNTY-  TN/KNOX
 FB2104  USGS QUAD   -  KNOXVILLE (1978)
 FB2104
 FB2104                         *CURRENT SURVEY CONTROL
 FB2104  ___________________________________________________________________
 FB2104* NAD 83(1986)-  35 58 07.     (N)    083 55 40.     (W)     SCALED    
 FB2104* NAVD 88     -       277.923  (meters)     911.82   (feet)  ADJUSTED  
 FB2104  ___________________________________________________________________
 FB2104  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2104  DYNAMIC HT  -         277.666 (meters)     910.98  (feet)  COMP
 FB2104  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2104
 FB2104  VERT ORDER  -  SECOND    CLASS 0
 FB2104
 FB2104.The horizontal coordinates were scaled from a topographic map and have
 FB2104.an estimated accuracy of +/- 6 seconds.
 FB2104
 FB2104.The orthometric height was determined by differential leveling
 FB2104.and adjusted by the National Geodetic Survey in June 1991..
 FB2104
 FB2104.The geoid height was determined by GEOID03.
 FB2104
 FB2104.The dynamic height is computed by dividing the NAVD 88
 FB2104.geopotential number by the normal gravity value computed on the
 FB2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2104.degrees latitude (g = 980.6199 gals.).
 FB2104
 FB2104.The modeled gravity was interpolated from observed gravity values.
 FB2104
 FB2104;                    North         East    Units  Estimated Accuracy
 FB2104;SPC TN       -   183,410.      786,890.      MT  (+/- 180 meters Scaled)
 FB2104
 FB2104                          SUPERSEDED SURVEY CONTROL
 FB2104
 FB2104  NGVD 29 (??/??/92)  278.056  (m)          912.26   (f) ADJ UNCH    2 0
 FB2104
 FB2104.Superseded values are not recommended for survey control.
 FB2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2104.See file dsdata.txt to determine how the superseded data were derived.
 FB2104
 FB2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV359844(NAD 83)
 FB2104_MARKER: DR = REFERENCE MARK DISK
 FB2104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2104_SP_SET: CURB
 FB2104_STAMPING: FIFTH NO 1 1960
 FB2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2104
 FB2104  HISTORY     - Date     Condition        Report By
 FB2104  HISTORY     - 1960     MONUMENTED       CGS
 FB2104  HISTORY     - 1961     GOOD             NGS
 FB2104  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2104
 FB2104                          STATION DESCRIPTION
 FB2104
 FB2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2104'AT KNOXVILLE.
 FB2104'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2104'WEST ON MAGNOLIA AVENUE FOR 0.3 MILE TO AN OVERPASS.  THE
 FB2104'REFERENCE MARK IS AT THE WEST END OF THE OVERPASS.  THE DISK IS
 FB2104'CEMENTED IN A DRILL HOLE IN THE CURB OF A STREET, 15 FT. EAST
 FB2104'OF THE STATION MARK AND 6 FT. SOUTH OF A STREET CURB, AND ABOUT
 FB2104'LEVEL WITH THE ROAD.
 FB2104
 FB2104                          STATION RECOVERY (1982)
 FB2104
 FB2104'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2103 ***********************************************************************
 FB2103  DESIGNATION -  FIFTH RM 2
 FB2103  PID         -  FB2103
 FB2103  STATE/COUNTY-  TN/KNOX
 FB2103  USGS QUAD   -  KNOXVILLE (1978)
 FB2103
 FB2103                         *CURRENT SURVEY CONTROL
 FB2103  ___________________________________________________________________
 FB2103* NAD 83(1986)-  35 58 07.     (N)    083 55 40.     (W)     SCALED    
 FB2103* NAVD 88     -       277.623  (meters)     910.83   (feet)  ADJUSTED  
 FB2103  ___________________________________________________________________
 FB2103  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2103  DYNAMIC HT  -         277.367 (meters)     909.99  (feet)  COMP
 FB2103  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2103
 FB2103  VERT ORDER  -  SECOND    CLASS 0
 FB2103
 FB2103.The horizontal coordinates were scaled from a topographic map and have
 FB2103.an estimated accuracy of +/- 6 seconds.
 FB2103
 FB2103.The orthometric height was determined by differential leveling
 FB2103.and adjusted by the National Geodetic Survey in June 1991..
 FB2103
 FB2103.The geoid height was determined by GEOID03.
 FB2103
 FB2103.The dynamic height is computed by dividing the NAVD 88
 FB2103.geopotential number by the normal gravity value computed on the
 FB2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2103.degrees latitude (g = 980.6199 gals.).
 FB2103
 FB2103.The modeled gravity was interpolated from observed gravity values.
 FB2103
 FB2103;                    North         East    Units  Estimated Accuracy
 FB2103;SPC TN       -   183,410.      786,890.      MT  (+/- 180 meters Scaled)
 FB2103
 FB2103                          SUPERSEDED SURVEY CONTROL
 FB2103
 FB2103  NGVD 29 (??/??/92)  277.757  (m)          911.27   (f) ADJ UNCH    2 0
 FB2103
 FB2103.Superseded values are not recommended for survey control.
 FB2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2103.See file dsdata.txt to determine how the superseded data were derived.
 FB2103
 FB2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV359844(NAD 83)
 FB2103_MARKER: DR = REFERENCE MARK DISK
 FB2103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2103_SP_SET: CURB
 FB2103_STAMPING: FIFTH NO 2 1960
 FB2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2103
 FB2103  HISTORY     - Date     Condition        Report By
 FB2103  HISTORY     - 1960     MONUMENTED       CGS
 FB2103  HISTORY     - 1961     GOOD             NGS
 FB2103  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2103
 FB2103                          STATION DESCRIPTION
 FB2103
 FB2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2103'AT KNOXVILLE.
 FB2103'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2103'WEST ON MAGNOLIA AVENUE FOR 0.3 MILE TO AN OVERPASS.  THE
 FB2103'REFERENCE MARK IS 25.4 FT. WEST OF THE STATION MARK.  THE DISK
 FB2103'IS CEMENTED IN A DRILL HOLE IN THE CURB OF A WALK WAY AND IS
 FB2103'ABOUT LEVEL WITH MAGNOLIA AVENUE.
 FB2103
 FB2103                          STATION RECOVERY (1982)
 FB2103
 FB2103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1476 ***********************************************************************
 GD1476  DESIGNATION -  FILL
 GD1476  PID         -  GD1476
 GD1476  STATE/COUNTY-  TN/BENTON
 GD1476  USGS QUAD   -  CAMDEN (1984)
 GD1476
 GD1476                         *CURRENT SURVEY CONTROL
 GD1476  ___________________________________________________________________
 GD1476* NAD 83(1995)-  36 00 53.97245(N)    088 01 44.08577(W)     ADJUSTED  
 GD1476* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 GD1476  ___________________________________________________________________
 GD1476  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GD1476  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1476
 GD1476  HORZ ORDER  -  THIRD
 GD1476
 GD1476.The horizontal coordinates were established by classical geodetic methods
 GD1476.and adjusted by the National Geodetic Survey in April 1999..
 GD1476
 GD1476.The orthometric height was scaled from a topographic map.
 GD1476
 GD1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1476
 GD1476.The geoid height was determined by GEOID03.
 GD1476
 GD1476;                    North         East     Units Scale Factor Converg.
 GD1476;SPC TN       -   188,474.605   417,122.008   MT  0.99995337   -1 11 16.1
 GD1476;SPC TN       -   618,353.77  1,368,507.79   sFT  0.99995337   -1 11 16.1
 GD1476;UTM  16      - 3,986,100.867   407,282.547   MT  0.99970592   -0 36 18.1
 GD1476
 GD1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1476!SPC TN       -   0.99998768  x   0.99995337  =   0.99994105
 GD1476!UTM  16      -   0.99998768  x   0.99970592  =   0.99969360
 GD1476
 GD1476:                Primary Azimuth Mark                     Grid Az
 GD1476:SPC TN       -  NEW JOHNSONVILLE TVA PWR N TK            068 24 37.7
 GD1476:UTM  16      -  NEW JOHNSONVILLE TVA PWR N TK            067 49 39.7
 GD1476
 GD1476|---------------------------------------------------------------------|
 GD1476| PID    Reference Object                     Distance      Geod. Az  |
 GD1476|                                                           dddmmss.s |
 GD1476| GC2623 NEW JOHNSONVILLE TVA PWR N TK       APPROX. 4.5 KM 0671321.6 |
 GD1476| GC2624 NEW JOHNSONVILLE TVA PWR S TK       APPROX. 4.1 KM 0781213.5 |
 GD1476| CG4039 FILL RM 2                            12.942 METERS 08303     |
 GD1476| CG4037 FILL AZ MK                                         2651421.8 |
 GD1476| CG4038 FILL RM 1                            12.630 METERS 35533     |
 GD1476|---------------------------------------------------------------------|
 GD1476
 GD1476                          SUPERSEDED SURVEY CONTROL
 GD1476
 GD1476  NAD 83(1995)-  36 00 53.97440(N)    088 01 44.09100(W) AD(       ) 3
 GD1476  NAD 83(1995)-  36 00 53.97431(N)    088 01 44.09168(W) AD(       ) 3
 GD1476  NAD 83(1986)-  36 00 53.98235(N)    088 01 44.08666(W) AD(       ) 3
 GD1476  NAD 27      -  36 00 53.76800(N)    088 01 43.96400(W) AD(       ) 3
 GD1476
 GD1476.Superseded values are not recommended for survey control.
 GD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1476.See file dsdata.txt to determine how the superseded data were derived.
 GD1476
 GD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0728386101(NAD 83)
 GD1476_MARKER: DS = TRIANGULATION STATION DISK
 GD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1476
 GD1476  HISTORY     - Date     Condition        Report By
 GD1476  HISTORY     - 1952     MONUMENTED       CGS
 GD1476  HISTORY     - 1968     GOOD             CGS
 GD1476  HISTORY     - 1969     GOOD             CGS
 GD1476  HISTORY     - 1971     GOOD             LOCENG
 GD1476  HISTORY     - 1986     GOOD             USPSQD
 GD1476
 GD1476                          STATION DESCRIPTION
 GD1476
 GD1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1476'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 70 ABOUT 5
 GD1476'MILES SOUTHEAST OF CAMDEN AND 1.2 MILES WEST OF THE WEST END OF THE
 GD1476'BRIDGE ACROSS KENTUCKY LAKE.  IT IS 22 FEET SOUTH OF THE CENTER OF
 GD1476'HIGHWAY 70, 9 FEET NORTH OF A POWER POLE AND 2 FEET SOUTH OF A
 GD1476'STEEL GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS STAMPED FILL
 GD1476'1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GD1476'AND 1 FOOT NORTH OF A GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS
 GD1476'STAMPED FILL NO 1 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GD1476'AND 1 FOOT SOUTH OF THE GUARD RAIL.  THE MARK IS FLUSH AND THE DISK
 GD1476'IS STAMPED FILL NO 2 1952.
 GD1476'
 GD1476'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF HIGHWAY 70 AND 3 FEET
 GD1476'SOUTHEAST OF A TENNESSEE FORESTRY DEPARTMENT SIGN.  THE MARK IS
 GD1476'FLUSH AND THE DISK IS STAMPED FILL 1952.
 GD1476'
 GD1476'TO REACH THE STATION FROM THE WEST END OF THE U.S. HIGHWAY 70 BRIDGE
 GD1476'ACROSS KENTUCKY LAKE, GO WEST ON THE HIGHWAY FOR 1.2 MILES TO THE
 GD1476'STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON THE HIGHWAY FOR
 GD1476'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1476'
 GD1476'STATION PILOT 1934 IS VISIBLE FROM THE GROUND.
 GD1476'
 GD1476'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GD1476
 GD1476                          STATION RECOVERY (1968)
 GD1476
 GD1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1476'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1476'CONDITION.
 GD1476'
 GD1476'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1476'
 GD1476'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 70 IN THE
 GD1476'SHOULDER OF A HIGH FILL, ABOUT 5 MILES SOUTHEAST OF CAMDEN, 2.5
 GD1476'MILES WEST OF NEW JOHNSONVILLE, AND 1.2 MILES WEST OF THE WEST END
 GD1476'OF THE HICKMAN-LOCKHART MEMORIAL BRIDGE SPANNING KENTUCKY LAKE ON
 GD1476'THE TENNESSEE RIVER.
 GD1476'
 GD1476'THE STATION IS 88 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY
 GD1476'POLE NO. 67, 22 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2.0 FEET SOUTH OF A METAL GUARD RAIL, AND 0.8 OF A FOOT EAST OF
 GD1476'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1476'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD
 GD1476'AND THE DISK IS STAMPED FILL 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION ON THE
 GD1476'NORTH SHOULDER OF THE FILL, 71 FEET WEST OF UTILITY POLE NO. 67, 20
 GD1476'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, 1 FOOT
 GD1476'NORTH OF A METAL GUARD RAIL, 1 FOOT SOUTH OF A 14-INCH PIPELINE, AND
 GD1476'1 FOOT EAST OF THE SOUTHEAST CORNER OF AN 18-INCH BY 36-INCH
 GD1476'CONCRETE SUPPORT FOOTING.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND
 GD1476'THE DISK IS STAMPED FILL NO 1 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 2 IS EAST OF THE STATION ON THE SOUTH SHOULDER OF
 GD1476'THE FILL, 60 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 GD1476'UTILITY POLE NO. 67, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GD1476'HIGHWAY 70, 2.5 FEET WEST OF A METAL GUARD RAIL POST, AND 1 FOOT
 GD1476'SOUTH OF THE METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE TOP
 GD1476'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1476'STAMPED FILL NO 2 1952.
 GD1476'
 GD1476'DUE TO THE OBSTRUCTING GUARD RAIL STRUCTURES, NO EFFORT WAS MADE TO
 GD1476'MEASURE BETWEEN THE REFERENCE MARKS.
 GD1476'
 GD1476'THE AZIMUTH MARK IS 68 FEET EAST OF UTILITY POLE NO. 61, 41 FEET
 GD1476'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE WEST END OF A METAL
 GD1476'GUARD RAIL, 20 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2 FEET SOUTHEAST OF A SIGN POST, AND 1.0 FOOT SOUTH OF A METAL
 GD1476'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 4 INCHES BELOW
 GD1476'THE SURFACE OF THE HIGHWAY SHOULDER AND THE DISK IS STAMPED FILL
 GD1476'1952.
 GD1476'
 GD1476'TO REACH THE STATION FROM THE NEW POST OFFICE IN NEW JOHNSONVILLE, GO
 GD1476'WEST ON U.S. HIGHWAY 70, CROSSING THE KENTUCKY LAKE BRIDGE, FOR 2.5
 GD1476'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON
 GD1476'U.S.  HIGHWAY 70 FOR 0.4 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT
 GD1476'AS DESCRIBED.
 GD1476
 GD1476                          STATION RECOVERY (1969)
 GD1476
 GD1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1476'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1476'CONDITION.
 GD1476'
 GD1476'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED BETWEEN
 GD1476'THE AZIMUTH MARK AND THE REFERENCE MARKS.  ALL DISTANT POINTS AND
 GD1476'OBJECTS OBSERVED IN 1952 ARE NOW OBSTRUCTED BY NEARBY TREES.  THE
 GD1476'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE
 GD1476'REFERENCE MARKS WERE CHECKED AND VERIFIED AND THE HORIZONTAL
 GD1476'DISTANCE BETWEEN THE REFERENCE MARKS MEASURED.
 GD1476'
 GD1476'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1476'
 GD1476'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 70 IN THE
 GD1476'SHOULDER OF A HIGH FILL, ABOUT 5 MILES SOUTHEAST OF CAMDEN, 2.5
 GD1476'MILES WEST OF NEW JOHNSONVILLE, AND 1.2 MILES WEST OF THE WEST END
 GD1476'OF THE HICKMAN-LOCKHART MEMORIAL BRIDGE SPANNING KENTUCKY LAKE ON
 GD1476'THE TENNESSEE RIVER.
 GD1476'
 GD1476'THE STATION IS 88 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY
 GD1476'POLE NO. 67, 22 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2.0 FEET SOUTH OF A METAL GUARD RAIL, AND 0.8 OF A FOOT EAST OF
 GD1476'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1476'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD
 GD1476'AND THE DISK IS STAMPED FILL 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION ON THE
 GD1476'NORTH SHOULDER OF THE FILL, 71 FEET WEST OF UTILITY POLE NO. 67, 20
 GD1476'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, 1 FOOT
 GD1476'NORTH OF A METAL GUARD RAIL, 1 FOOT SOUTH OF A 14-INCH PIPELINE, AND
 GD1476'1 FOOT EAST OF THE SOUTHEAST CORNER OF AN 18-INCH BY 36-INCH
 GD1476'CONCRETE SUPPORT FOOTING.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND
 GD1476'THE DISK IS STAMPED FILL NO 1 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 2 IS EAST OF THE STATION ON THE SOUTH SHOULDER
 GD1476'OF THE FILL, 60 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 GD1476'UTILITY POLE NO. 67, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1476'U.S.  HIGHWAY 70, 2.5 FEET WEST OF A METAL GUARD RAIL POST, AND 1
 GD1476'FOOT SOUTH OF THE METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE
 GD1476'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1476'STAMPED FILL NO 2 1952.
 GD1476'
 GD1476'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1476'REFERENCE MARK NO. 2 IS 58.03 FEET - 17.687 METERS.
 GD1476'
 GD1476'THE AZIMUTH MARK IS 68 FEET EAST OF UTILITY POLE NO. 61, 41 FEET
 GD1476'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE WEST END OF A METAL
 GD1476'GUARD RAIL, 20 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2 FEET SOUTHEAST OF A SIGN POST, AND 1.0 FOOT SOUTH OF A METAL
 GD1476'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 4 INCHES BELOW
 GD1476'THE SURFACE OF THE SHOULDER OF THE HIGHWAY AND THE DISK IS STAMPED
 GD1476'FILL 1952.
 GD1476'
 GD1476'TO REACH THE STATION FROM THE NEW POST OFFICE IN NEW JOHNSONVILLE, GO
 GD1476'WEST ON U.S. HIGHWAY 70, CROSSING THE KENTUCKY LAKE BRIDGE, FOR 2.5
 GD1476'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON
 GD1476'U.S.  HIGHWAY 70 FOR 0.4 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT
 GD1476'AS DESCRIBED.
 GD1476'
 GD1476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.5 MILES
 GD1476'WEST OF NEW JOHNSONVILLE.
 GD1476
 GD1476                          STATION RECOVERY (1971)
 GD1476
 GD1476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1476'FILL STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1476'
 GD1476'DESCRIPTION AS IN BULLETIN.  ALL REF. MKS. GOOD.  AZ. MK. GOOD.
 GD1476'
 GD1476'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. WEST NEW
 GD1476'JOHNSONVILLE.
 GD1476
 GD1476                          STATION RECOVERY (1986)
 GD1476
 GD1476'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0617 ***********************************************************************
 GB0617  DESIGNATION -  FIN
 GB0617  PID         -  GB0617
 GB0617  STATE/COUNTY-  TN/CAMPBELL
 GB0617  USGS QUAD   -  LA FOLLETTE (1990)
 GB0617
 GB0617                         *CURRENT SURVEY CONTROL
 GB0617  ___________________________________________________________________
 GB0617* NAD 83(1995)-  36 24 46.70207(N)    084 02 30.90620(W)     ADJUSTED  
 GB0617* NAVD 88     -       351.903  (meters)    1154.54   (feet)  ADJUSTED  
 GB0617  ___________________________________________________________________
 GB0617  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 GB0617  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0617  DYNAMIC HT  -         351.585 (meters)    1153.49  (feet)  COMP
 GB0617  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0617
 GB0617  HORZ ORDER  -  SECOND
 GB0617  VERT ORDER  -  SECOND    CLASS 0
 GB0617
 GB0617.The horizontal coordinates were established by classical geodetic methods
 GB0617.and adjusted by the National Geodetic Survey in April 1999..
 GB0617
 GB0617.The orthometric height was determined by differential leveling
 GB0617.and adjusted by the National Geodetic Survey in June 1991..
 GB0617
 GB0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0617
 GB0617.The geoid height was determined by GEOID03.
 GB0617
 GB0617.The dynamic height is computed by dividing the NAVD 88
 GB0617.geopotential number by the normal gravity value computed on the
 GB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0617.degrees latitude (g = 980.6199 gals.).
 GB0617
 GB0617.The modeled gravity was interpolated from observed gravity values.
 GB0617
 GB0617;                    North         East     Units Scale Factor Converg.
 GB0617;SPC TN       -   232,495.592   775,610.965   MT  0.99999935   +1 08 46.8
 GB0617;SPC TN       -   762,779.29  2,544,650.31   sFT  0.99999935   +1 08 46.8
 GB0617;UTM  16      - 4,033,821.244   765,243.018   MT  1.00046690   +1 45 25.0
 GB0617;UTM  17      - 4,034,055.172   227,237.497   MT  1.00051676   -1 48 24.5
 GB0617
 GB0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0617!SPC TN       -   0.99994951  x   0.99999935  =   0.99994886
 GB0617!UTM  16      -   0.99994951  x   1.00046690  =   1.00041638
 GB0617!UTM  17      -   0.99994951  x   1.00051676  =   1.00046624
 GB0617
 GB0617|---------------------------------------------------------------------|
 GB0617| PID    Reference Object                     Distance      Geod. Az  |
 GB0617|                                                           dddmmss.s |
 GB0617| GB0618 FIN RM 1                             13.277 METERS 03558     |
 GB0617| GB0616 FIN RM 2                             22.207 METERS 14318     |
 GB0617| GB0613 STATE                               APPROX. 2.1 KM 2552046.5 |
 GB0617|---------------------------------------------------------------------|
 GB0617
 GB0617                          SUPERSEDED SURVEY CONTROL
 GB0617
 GB0617  NAD 83(1995)-  36 24 46.70304(N)    084 02 30.90825(W) AD(       ) 2
 GB0617  NAD 83(1995)-  36 24 46.70966(N)    084 02 30.90959(W) AD(       ) 2
 GB0617  NAD 83(1986)-  36 24 46.71272(N)    084 02 30.90749(W) AD(       ) 2
 GB0617  NAD 27      -  36 24 46.42168(N)    084 02 31.18174(W) AD(       ) 2
 GB0617  NGVD 29 (??/??/92)  352.029  (m)         1154.95   (f) ADJ UNCH    2 0
 GB0617
 GB0617.Superseded values are not recommended for survey control.
 GB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0617.See file dsdata.txt to determine how the superseded data were derived.
 GB0617
 GB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6524333821(NAD 83)
 GB0617_MARKER: DD = SURVEY DISK
 GB0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0617_STAMPING: FIN 1964
 GB0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0617+STABILITY: SURFACE MOTION
 GB0617
 GB0617  HISTORY     - Date     Condition        Report By
 GB0617  HISTORY     - 1964     MONUMENTED       TNHD
 GB0617  HISTORY     - 1965     GOOD             TNHD
 GB0617
 GB0617                          STATION DESCRIPTION
 GB0617
 GB0617'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0617'THE STATION IS LOCATED ABOUT 4.8 MILES NORTHEAST OF LAFOLLETTE.
 GB0617'
 GB0617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0617'ROUTE 63 IN LAFOLLETTE, GO
 GB0617'5.1 MILES NORTHEAST ON STATE ROUTE 63 TO A GRAVELED
 GB0617'ROAD ON THE LEFT*, TURN LEFT, NORTH,
 GB0617'AND GO 0.05 MILE TO THE MARK ON
 GB0617'THE RIGHT.
 GB0617'
 GB0617'THE STATION IS 74 FEET NORTH OF A UTILITY POLE, 16 FEET EAST OF THE
 GB0617'APPROXIMATE CENTER OF THE
 GB0617'GRAVELED ROAD AND 3.0 FEET SOUTH OF A WITNESS POST.
 GB0617'THE SURFACE AND UNDERGROUND
 GB0617'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0617'DEPARTMENT DISKS AND THE DISKS ARE STAMPED FIN
 GB0617'1964.  THE UNDERGROUND
 GB0617'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GB0617'SET IN A 10-INCH
 GB0617'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0617'
 GB0617'REFERENCE MARK NO. 1 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB0617'GRAVELED ROAD AND 8 FEET
 GB0617'NORTH OF A 2-INCH PERSIMON TREE.  IT IS A STANDARD
 GB0617'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0617'SET IN A DRILL HOLE IN OUTCROPPING
 GB0617'BEDROCK AND THE DISK IS STAMPED FIN RM-1 1964.
 GB0617'
 GB0617'REFERENCE MARK NO. 2 IS 56 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB0617'STATE ROUTE 63, 33 FEET
 GB0617'EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26
 GB0617'FEET NORTH OF UTILITY POLE 109
 GB0617'AND 25 FEET NORTHEAST OF A UTILITY
 GB0617'POLE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0617'DEPARTMENT DISK SET IN A
 GB0617'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB0617'FIN RM-2 1964.
 GB0617'
 GB0617'THE U.S. COAST AND GEODETIC AND STATE SURVEY MARK NO. F132 1936 WILL
 GB0617'SERVE AS THE AZIMUTH MARK.
 GB0617'IT IS 29 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB0617'STATE ROUTE 63, 11 FEET SOUTH OF
 GB0617'THE APPROXIMATE CENTER OF A METAL
 GB0617'GATE, 7 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB0617'GRAVELED DRIVE OF
 GB0617'LEVI ELLISON, 3 FEET NORTHWEST OF TELEPHONE POLE 113 AND 1 FOOT
 GB0617'NORTHWEST OF A
 GB0617'WITNESS POST.  IT IS A METAL DISK SET IN A 6-INCH
 GB0617'SQUARE CONCRETE MONUMENT,
 GB0617'PROJECTING 9 INCHES, AND THE DISK IS
 GB0617'STAMPED P132 1936.
 GB0617'
 GB0617'TO REACH THE AZIMUTH MARK*, GO 0.2 MILE NORTHEAST TO THE MARK ON THE
 GB0617'LEFT AS DESCRIBED.
 GB0617'
 GB0617'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0617'
 GB0617'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB0617
 GB0617                          STATION RECOVERY (1965)
 GB0617
 GB0617'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0617'4.8 MI NE FROM LA FOLLETTE.
 GB0617'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GB0617'LA FOLLETTE, GO 5.1 MILES NORTHEAST ON STATE ROUTE 63 TO A
 GB0617'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO 0.05 MILE TO THE
 GB0617'MARK ON THE RIGHT, 74 FEET NORTH OF A UTILITY POLE, 16 FEET EAST
 GB0617'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 3.0 FEET
 GB0617'SOUTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0617'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0617'CONCRETE MONUMENT, STAMPED FIN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0618 ***********************************************************************
 GB0618  DESIGNATION -  FIN RM 1
 GB0618  PID         -  GB0618
 GB0618  STATE/COUNTY-  TN/CAMPBELL
 GB0618  USGS QUAD   -  LA FOLLETTE (1990)
 GB0618
 GB0618                         *CURRENT SURVEY CONTROL
 GB0618  ___________________________________________________________________
 GB0618* NAD 83(1986)-  36 24 46.     (N)    084 02 31.     (W)     SCALED    
 GB0618* NAVD 88     -       351.535  (meters)    1153.33   (feet)  ADJUSTED  
 GB0618  ___________________________________________________________________
 GB0618  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0618  DYNAMIC HT  -         351.217 (meters)    1152.28  (feet)  COMP
 GB0618  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0618
 GB0618  VERT ORDER  -  SECOND    CLASS 0
 GB0618
 GB0618.The horizontal coordinates were scaled from a topographic map and have
 GB0618.an estimated accuracy of +/- 6 seconds.
 GB0618
 GB0618.The orthometric height was determined by differential leveling
 GB0618.and adjusted by the National Geodetic Survey in June 1991..
 GB0618
 GB0618.The geoid height was determined by GEOID03.
 GB0618
 GB0618.The dynamic height is computed by dividing the NAVD 88
 GB0618.geopotential number by the normal gravity value computed on the
 GB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0618.degrees latitude (g = 980.6199 gals.).
 GB0618
 GB0618.The modeled gravity was interpolated from observed gravity values.
 GB0618
 GB0618;                    North         East    Units  Estimated Accuracy
 GB0618;SPC TN       -   232,470.      775,610.      MT  (+/- 180 meters Scaled)
 GB0618
 GB0618                          SUPERSEDED SURVEY CONTROL
 GB0618
 GB0618  NGVD 29 (??/??/92)  351.661  (m)         1153.74   (f) ADJ UNCH    2 0
 GB0618
 GB0618.Superseded values are not recommended for survey control.
 GB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0618.See file dsdata.txt to determine how the superseded data were derived.
 GB0618
 GB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652338(NAD 83)
 GB0618_MARKER: DD = SURVEY DISK
 GB0618_SETTING: 66 = SET IN ROCK OUTCROP
 GB0618_SP_SET: BEDROCK
 GB0618_STAMPING: FIN RM-1 1964
 GB0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0618+STABILITY: POSITION/ELEVATION WELL
 GB0618
 GB0618  HISTORY     - Date     Condition        Report By
 GB0618  HISTORY     - 1964     MONUMENTED       TNHD
 GB0618  HISTORY     - 1965     GOOD             TNHD
 GB0618
 GB0618                          STATION DESCRIPTION
 GB0618
 GB0618'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0618'4.8 MI NE FROM LA FOLLETTE.
 GB0618'THIS MARK IS LOCATED AT THE FIN 1964 STATION SITE, 52 FEET EAST
 GB0618'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 8 FEET NORTH OF
 GB0618'A 2-INCH PERSIMMON TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0618'DEPARTMENT DISK SET IN A DRILLED HOLE IN OUTCROPPING BED-ROCK,
 GB0618'STAMPED FIN RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0616 ***********************************************************************
 GB0616  DESIGNATION -  FIN RM 2
 GB0616  PID         -  GB0616
 GB0616  STATE/COUNTY-  TN/CAMPBELL
 GB0616  USGS QUAD   -  LA FOLLETTE (1990)
 GB0616
 GB0616                         *CURRENT SURVEY CONTROL
 GB0616  ___________________________________________________________________
 GB0616* NAD 83(1986)-  36 24 46.     (N)    084 02 31.     (W)     SCALED    
 GB0616* NAVD 88     -       351.280  (meters)    1152.49   (feet)  ADJUSTED  
 GB0616  ___________________________________________________________________
 GB0616  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0616  DYNAMIC HT  -         350.962 (meters)    1151.45  (feet)  COMP
 GB0616  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0616
 GB0616  VERT ORDER  -  SECOND    CLASS 0
 GB0616
 GB0616.The horizontal coordinates were scaled from a topographic map and have
 GB0616.an estimated accuracy of +/- 6 seconds.
 GB0616
 GB0616.The orthometric height was determined by differential leveling
 GB0616.and adjusted by the National Geodetic Survey in June 1991..
 GB0616
 GB0616.The geoid height was determined by GEOID03.
 GB0616
 GB0616.The dynamic height is computed by dividing the NAVD 88
 GB0616.geopotential number by the normal gravity value computed on the
 GB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0616.degrees latitude (g = 980.6199 gals.).
 GB0616
 GB0616.The modeled gravity was interpolated from observed gravity values.
 GB0616
 GB0616;                    North         East    Units  Estimated Accuracy
 GB0616;SPC TN       -   232,470.      775,610.      MT  (+/- 180 meters Scaled)
 GB0616
 GB0616                          SUPERSEDED SURVEY CONTROL
 GB0616
 GB0616  NGVD 29 (??/??/92)  351.406  (m)         1152.90   (f) ADJ UNCH    2 0
 GB0616
 GB0616.Superseded values are not recommended for survey control.
 GB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0616.See file dsdata.txt to determine how the superseded data were derived.
 GB0616
 GB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652338(NAD 83)
 GB0616_MARKER: DD = SURVEY DISK
 GB0616_SETTING: 66 = SET IN ROCK OUTCROP
 GB0616_SP_SET: BEDROCK
 GB0616_STAMPING: FIN RM-2 1964
 GB0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0616+STABILITY: POSITION/ELEVATION WELL
 GB0616
 GB0616  HISTORY     - Date     Condition        Report By
 GB0616  HISTORY     - 1964     MONUMENTED       TNHD
 GB0616  HISTORY     - 1965     GOOD             TNHD
 GB0616
 GB0616                          STATION DESCRIPTION
 GB0616
 GB0616'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0616'4.8 MI NE FROM LA FOLLETTE.
 GB0616'THE MARK IS LOCATED AT THE FIN 1964 STATION SITE, 56 FEET NORTH
 GB0616'OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 33 FEET EAST OF
 GB0616'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET NORTH OF
 GB0616'UTILITY POLE NO. 109 AND 25 FEET NORTHEAST OF A UTILITY POLE.  IT
 GB0616'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, SET IN A
 GB0616'DRILLED HOLE IN OUTCROPPING BED-ROCK, STAMPED FIN RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1595 ***********************************************************************
 FD1595  DESIGNATION -  FIRE LOT NEAR STATION POPE
 FD1595  PID         -  FD1595
 FD1595  STATE/COUNTY-  TN/WAYNE
 FD1595  USGS QUAD   -  LEATHERWOOD (1968)
 FD1595
 FD1595                         *CURRENT SURVEY CONTROL
 FD1595  ___________________________________________________________________
 FD1595* NAD 83(1995)-  35 28 47.52688(N)    087 46 16.53217(W)     ADJUSTED  
 FD1595* NAVD 88     -                                                        
 FD1595  ___________________________________________________________________
 FD1595  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FD1595  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1595
 FD1595  HORZ ORDER  -  THIRD
 FD1595
 FD1595.The horizontal coordinates were established by classical geodetic methods
 FD1595.and adjusted by the National Geodetic Survey in April 1999..
 FD1595
 FD1595
 FD1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1595
 FD1595.The geoid height was determined by GEOID03.
 FD1595
 FD1595;                    North         East     Units Scale Factor Converg.
 FD1595;SPC TN       -   128,661.921   439,268.684   MT  0.99996740   -1 02 13.1
 FD1595;SPC TN       -   422,118.32  1,441,167.34   sFT  0.99996740   -1 02 13.1
 FD1595;UTM  16      - 3,926,534.109   430,033.993   MT  0.99966032   -0 26 51.6
 FD1595
 FD1595                          SUPERSEDED SURVEY CONTROL
 FD1595
 FD1595  NAD 83(1995)-  35 28 47.53198(N)    087 46 16.53361(W) AD(       ) 4
 FD1595  NAD 83(1995)-  35 28 47.53195(N)    087 46 16.53346(W) AD(       ) 4
 FD1595  NAD 83(1986)-  35 28 47.53682(N)    087 46 16.53242(W) AD(       ) 4
 FD1595  NAD 27      -  35 28 47.27500(N)    087 46 16.44200(W) AD(       ) 3
 FD1595
 FD1595.Superseded values are not recommended for survey control.
 FD1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1595.See file dsdata.txt to determine how the superseded data were derived.
 FD1595
 FD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3003426534(NAD 83)
 FD1595_MARKER: 57 = LOOKOUT TOWER
 FD1595
 FD1595  HISTORY     - Date     Condition        Report By
 FD1595  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1595
 FD1595                          STATION DESCRIPTION
 FD1595
 FD1595'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2438 ***********************************************************************
 GA2438  DESIGNATION -  FISHER
 GA2438  PID         -  GA2438
 GA2438  STATE/COUNTY-  TN/KNOX
 GA2438  USGS QUAD   -  MASCOT (1987)
 GA2438
 GA2438                         *CURRENT SURVEY CONTROL
 GA2438  ___________________________________________________________________
 GA2438* NAD 83(1995)-  36 00 14.82931(N)    083 43 52.87933(W)     ADJUSTED  
 GA2438* NAVD 88     -       388.298  (meters)    1273.94   (feet)  ADJUSTED  
 GA2438  ___________________________________________________________________
 GA2438  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GA2438  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2438  DYNAMIC HT  -         387.940 (meters)    1272.77  (feet)  COMP
 GA2438  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2438
 GA2438  HORZ ORDER  -  SECOND
 GA2438  VERT ORDER  -  SECOND    CLASS 0
 GA2438
 GA2438.The horizontal coordinates were established by classical geodetic methods
 GA2438.and adjusted by the National Geodetic Survey in April 1999..
 GA2438
 GA2438.The orthometric height was determined by differential leveling
 GA2438.and adjusted by the National Geodetic Survey in June 1991..
 GA2438
 GA2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2438
 GA2438.The geoid height was determined by GEOID03.
 GA2438
 GA2438.The dynamic height is computed by dividing the NAVD 88
 GA2438.geopotential number by the normal gravity value computed on the
 GA2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2438.degrees latitude (g = 980.6199 gals.).
 GA2438
 GA2438.The modeled gravity was interpolated from observed gravity values.
 GA2438
 GA2438;                    North         East     Units Scale Factor Converg.
 GA2438;SPC TN       -   187,742.945   804,510.755   MT  0.99995279   +1 19 41.4
 GA2438;SPC TN       -   615,953.31  2,639,465.70   sFT  0.99995279   +1 19 41.4
 GA2438;UTM  17      - 3,987,856.328   253,813.190   MT  1.00034687   -1 36 23.1
 GA2438
 GA2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2438!SPC TN       -   0.99994389  x   0.99995279  =   0.99989668
 GA2438!UTM  17      -   0.99994389  x   1.00034687  =   1.00029074
 GA2438
 GA2438|---------------------------------------------------------------------|
 GA2438| PID    Reference Object                     Distance      Geod. Az  |
 GA2438|                                                           dddmmss.s |
 GA2438| GA2437 FISHER RM 1                          17.651 METERS 10715     |
 GA2438| GA2439 FISHER RM 2                          13.487 METERS 27102     |
 GA2438| DB9328 FISHER AZ MK                                       3374953.4 |
 GA2438|---------------------------------------------------------------------|
 GA2438
 GA2438                          SUPERSEDED SURVEY CONTROL
 GA2438
 GA2438  NAD 83(1995)-  36 00 14.83410(N)    083 43 52.88166(W) AD(       ) 2
 GA2438  NAD 83(1995)-  36 00 14.83407(N)    083 43 52.88170(W) AD(       ) 2
 GA2438  NAD 83(1995)-  36 00 14.83696(N)    083 43 52.87801(W) AD(       ) 2
 GA2438  NAD 83(1986)-  36 00 14.84194(N)    083 43 52.87656(W) AD(       ) 2
 GA2438  NAD 27      -  36 00 14.53240(N)    083 43 53.23940(W) AD(       ) 2
 GA2438  NGVD 29 (??/??/92)  388.440  (m)         1274.41   (f) ADJ UNCH    2 0
 GA2438
 GA2438.Superseded values are not recommended for survey control.
 GA2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2438.See file dsdata.txt to determine how the superseded data were derived.
 GA2438
 GA2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5381387856(NAD 83)
 GA2438_MARKER: DE = TRAVERSE STATION DISK
 GA2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2438_STAMPING: FISHER 1961
 GA2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2438+STABILITY: SURFACE MOTION
 GA2438
 GA2438  HISTORY     - Date     Condition        Report By
 GA2438  HISTORY     - 1961     MONUMENTED       CGS
 GA2438  HISTORY     - 1961     GOOD             CGS
 GA2438
 GA2438                          STATION DESCRIPTION
 GA2438
 GA2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2438'THE STATION IS LOCATED ABOUT 11 MILES EAST OF KNOXVILLE AND ABOUT 2
 GA2438'MILES SOUTH OF THE JUNCTION
 GA2438'OF U.S.  HIGHWAYS 70 AND 11E ON PINE RIDGE.  IT IS ON
 GA2438'THE PROPERTY OF MR.  CHARLES
 GA2438'FISHER ABOUT 0.2 MILE NORTH OF HIS
 GA2438'HOUSE.
 GA2438'
 GA2438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 11E,
 GA2438'AT 4-WAY DRIVE-IN
 GA2438'RESTAURANT ON THE LEFT, AND CASH MOTORS TEXACO SERVICE
 GA2438'STATION ON THE RIGHT, TURN
 GA2438'SHARP RIGHT ON STRAWPLINS PIKE AND GO 0.5
 GA2438'MILE TO MCCUBBINS ROAD ON THE LEFT, TURN LEFT
 GA2438'AND GO 0.25 MILE TO A
 GA2438'FORK, KEEP RIGHT AND GO 1.0 MILE TO A T ROAD ON THE RIGHT,
 GA2438'CONTINUE STRAIGHT
 GA2438'AHEAD FOR 0.65 MILE TO A FORK, KEEP LEFT AND GO 0.1 MILE TO
 GA2438'A DRIVEWAY ON THE LEFT,
 GA2438'TURN LEFT PASSING BY THE RIGHT SIDE OF MR.
 GA2438'CHARLES FISHERS HOUSE AND TO THE LEFT OF A
 GA2438'BARN UP A LANE FOR 0.1
 GA2438'MILE TO A GATE ON THE RIGHT, TURN RIGHT AND FOLLOW A FARM
 GA2438'ROAD FOR 0.2
 GA2438'MILE TO A 24 INCH TRIANGLE BLAZED OAK TREE ON THE RIGHT, TURN RIGHT
 GA2438'AND GO 105 FEET TO THE
 GA2438'STATION.
 GA2438'
 GA2438'THE STATION IS 105 FEET NORTH OF A TRIANGLE BLAZED OAK TREE, 10 FEET
 GA2438'SOUTH OF AN EAST-WEST
 GA2438'FENCE LINE AND 2.8 FEET NORTHWEST OF A WITNESS POST.  IT
 GA2438'IS A STANDARD TRAVERSE DISK,
 GA2438'FLUSH, AND IS STAMPED FISHER 1961.
 GA2438'
 GA2438'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 GA2438'IS A STANDARD DISK,
 GA2438'FLUSH, AND IS STAMPED FISHER NO 1 1961.
 GA2438'
 GA2438'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 GA2438'IS A STANDARD DISK,
 GA2438'FLUSH, AND IS STAMPED FISHER NO 2 1961.
 GA2438'
 GA2438'THE AZIMUTH MARK IS 100 FEET EAST OF A DRIVEWAY, 32 FEET SOUTH OF THE
 GA2438'CENTER OF THE EAST BOUND
 GA2438'LANE OF U.S.  HIGHWAY 70 AND 11E AND 1.4 FEET EAST OF
 GA2438'A WITNESS POST.
 GA2438'
 GA2438'IT IS A STANDARD DISK, FLUSH, AND IS STAMPED FISHER 1961.
 GA2438'
 GA2438'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STRAWPLINS PIKE AND
 GA2438'U.S. HIGHWAY 70, GO WEST ON
 GA2438'U.S.  HIGHWAY 70 FOR 0.8 MILE TO THE AZIMUTH MARK ON
 GA2438'THE LEFT.
 GA2438
 GA2438                          STATION RECOVERY (1961)
 GA2438
 GA2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2438'7.1 MI NW FROM KODAK.
 GA2438'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 GA2438'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 GA2438'70 AND 25W AND STATE HIGHWAY 139, WHICH IS LOCATED ABOUT
 GA2438'18 MILES EAST OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE
 GA2438'HIGHWAY 139, THEN 6.0 MILES NORTHWEST ON INTERSTATE HIGHWAY 40
 GA2438'TO A Y JUNCTION OF TWO GRAVELED ROADS ABOUT 300 FT. SOUTH OF THE
 GA2438'HIGHWAY, THEN GO NORTHEAST ON A PRIVATE DRIVE PAST THE RIGHT SIDE
 GA2438'OF MR. CHARLES FISHERS HOUSE AND TO THE LEFT OF A BARN UP A
 GA2438'LANE FOR 0.1 MILE TO A GATE ON THE RIGHT, TURN RIGHT AND FOLLOW
 GA2438'A FARM ROAD FOR 0.2 MILE TO A 24 IN TRIANGLE BLAZED OAK TREE ON
 GA2438'THE RIGHT, TURN RIGHT AND GO 105 FT. TO THE STATION.  THE
 GA2438'STATION MARK IS 105 FT. NORTH OF A TRIANGLE BLAZED TREE, 10 FT.
 GA2438'SOUTH OF A FENCE, AND 2.8 FT. NORTHWEST OF A WITNESS SIGN.  THE
 GA2438'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2437 ***********************************************************************
 GA2437  DESIGNATION -  FISHER RM 1
 GA2437  PID         -  GA2437
 GA2437  STATE/COUNTY-  TN/KNOX
 GA2437  USGS QUAD   -  MASCOT (1987)
 GA2437
 GA2437                         *CURRENT SURVEY CONTROL
 GA2437  ___________________________________________________________________
 GA2437* NAD 83(1986)-  36 00 14.     (N)    083 43 53.     (W)     SCALED    
 GA2437* NAVD 88     -       387.817  (meters)    1272.36   (feet)  ADJUSTED  
 GA2437  ___________________________________________________________________
 GA2437  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2437  DYNAMIC HT  -         387.460 (meters)    1271.19  (feet)  COMP
 GA2437  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2437
 GA2437  VERT ORDER  -  SECOND    CLASS 0
 GA2437
 GA2437.The horizontal coordinates were scaled from a topographic map and have
 GA2437.an estimated accuracy of +/- 6 seconds.
 GA2437
 GA2437.The orthometric height was determined by differential leveling
 GA2437.and adjusted by the National Geodetic Survey in June 1991..
 GA2437
 GA2437.The geoid height was determined by GEOID03.
 GA2437
 GA2437.The dynamic height is computed by dividing the NAVD 88
 GA2437.geopotential number by the normal gravity value computed on the
 GA2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2437.degrees latitude (g = 980.6199 gals.).
 GA2437
 GA2437.The modeled gravity was interpolated from observed gravity values.
 GA2437
 GA2437;                    North         East    Units  Estimated Accuracy
 GA2437;SPC TN       -   187,720.      804,510.      MT  (+/- 180 meters Scaled)
 GA2437
 GA2437                          SUPERSEDED SURVEY CONTROL
 GA2437
 GA2437  NGVD 29 (??/??/92)  387.959  (m)         1272.83   (f) ADJ UNCH    2 0
 GA2437
 GA2437.Superseded values are not recommended for survey control.
 GA2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2437.See file dsdata.txt to determine how the superseded data were derived.
 GA2437
 GA2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538878(NAD 83)
 GA2437_MARKER: DR = REFERENCE MARK DISK
 GA2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2437_STAMPING: FISHER NO 1 1961
 GA2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2437+STABILITY: SURFACE MOTION
 GA2437
 GA2437  HISTORY     - Date     Condition        Report By
 GA2437  HISTORY     - 1961     MONUMENTED       CGS
 GA2437
 GA2437                          STATION DESCRIPTION
 GA2437
 GA2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2437'7.1 MI NW FROM KODAK.
 GA2437'THIS MARK IS LOCATED AT THE FISHER 1961 STATION SITE, 58 FT.
 GA2437'EAST OF THE STATION MARK AND 17 FT. SOUTH OF A FENCE.  THE DISK IS
 GA2437'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2439 ***********************************************************************
 GA2439  DESIGNATION -  FISHER RM 2
 GA2439  PID         -  GA2439
 GA2439  STATE/COUNTY-  TN/KNOX
 GA2439  USGS QUAD   -  MASCOT (1987)
 GA2439
 GA2439                         *CURRENT SURVEY CONTROL
 GA2439  ___________________________________________________________________
 GA2439* NAD 83(1986)-  36 00 14.     (N)    083 43 53.     (W)     SCALED    
 GA2439* NAVD 88     -       387.758  (meters)    1272.17   (feet)  ADJUSTED  
 GA2439  ___________________________________________________________________
 GA2439  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2439  DYNAMIC HT  -         387.401 (meters)    1271.00  (feet)  COMP
 GA2439  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2439
 GA2439  VERT ORDER  -  SECOND    CLASS 0
 GA2439
 GA2439.The horizontal coordinates were scaled from a topographic map and have
 GA2439.an estimated accuracy of +/- 6 seconds.
 GA2439
 GA2439.The orthometric height was determined by differential leveling
 GA2439.and adjusted by the National Geodetic Survey in June 1991..
 GA2439
 GA2439.The geoid height was determined by GEOID03.
 GA2439
 GA2439.The dynamic height is computed by dividing the NAVD 88
 GA2439.geopotential number by the normal gravity value computed on the
 GA2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2439.degrees latitude (g = 980.6199 gals.).
 GA2439
 GA2439.The modeled gravity was interpolated from observed gravity values.
 GA2439
 GA2439;                    North         East    Units  Estimated Accuracy
 GA2439;SPC TN       -   187,720.      804,510.      MT  (+/- 180 meters Scaled)
 GA2439
 GA2439                          SUPERSEDED SURVEY CONTROL
 GA2439
 GA2439  NGVD 29 (??/??/92)  387.900  (m)         1272.64   (f) ADJ UNCH    2 0
 GA2439
 GA2439.Superseded values are not recommended for survey control.
 GA2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2439.See file dsdata.txt to determine how the superseded data were derived.
 GA2439
 GA2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538878(NAD 83)
 GA2439_MARKER: DR = REFERENCE MARK DISK
 GA2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2439_STAMPING: FISHER NO 2 1961
 GA2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2439+STABILITY: SURFACE MOTION
 GA2439
 GA2439  HISTORY     - Date     Condition        Report By
 GA2439  HISTORY     - 1961     MONUMENTED       CGS
 GA2439
 GA2439                          STATION DESCRIPTION
 GA2439
 GA2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2439'7.1 MI NW FROM KODAK.
 GA2439'THIS MARK IS LOCATED AT THE FISHER 1961 STATION SITE, 44.3 FT.
 GA2439'WEST OF THE STATION MARK AND 17 FT. SOUTH OF A FENCE.  THE DISK
 GA2439'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2546 ***********************************************************************
 FE2546  DESIGNATION -  FISHERVILLE
 FE2546  PID         -  FE2546
 FE2546  STATE/COUNTY-  TN/SHELBY
 FE2546  USGS QUAD   -  EADS (1983)
 FE2546
 FE2546                         *CURRENT SURVEY CONTROL
 FE2546  ___________________________________________________________________
 FE2546* NAD 83(1995)-  35 08 42.16775(N)    089 39 38.20103(W)     ADJUSTED  
 FE2546* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 FE2546  ___________________________________________________________________
 FE2546  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2546  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2546
 FE2546  HORZ ORDER  -  THIRD
 FE2546
 FE2546.The horizontal coordinates were established by classical geodetic methods
 FE2546.and adjusted by the National Geodetic Survey in April 1999..
 FE2546
 FE2546.The orthometric height was scaled from a topographic map.
 FE2546
 FE2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2546
 FE2546.The geoid height was determined by GEOID03.
 FE2546
 FE2546;                    North         East     Units Scale Factor Converg.
 FE2546;SPC TN       -    96,298.396   266,491.289   MT  1.00002018   -2 08 35.0
 FE2546;SPC TN       -   315,938.99    874,313.50   sFT  1.00002018   -2 08 35.0
 FE2546;UTM  16      - 3,892,369.358   257,614.390   MT  1.00032412   -1 31 56.4
 FE2546
 FE2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2546!SPC TN       -   0.99998579  x   1.00002018  =   1.00000597
 FE2546!UTM  16      -   0.99998579  x   1.00032412  =   1.00030991
 FE2546
 FE2546|---------------------------------------------------------------------|
 FE2546| PID    Reference Object                     Distance      Geod. Az  |
 FE2546|                                                           dddmmss.s |
 FE2546| CG4041 FISHERVILLE RM 1                     11.706 METERS 06517     |
 FE2546| FE2545 FAN MARKER FISHERVILLE               12.625 METERS 08451     |
 FE2546| CG4042 FISHERVILLE RM 2                      8.272 METERS 16408     |
 FE2546| CG4040 FISHERVILLE AZ MK                                  1765742.0 |
 FE2546| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX.15.1 KM 2434139.5 |
 FE2546| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.10.0 KM 2591601.8 |
 FE2546|---------------------------------------------------------------------|
 FE2546
 FE2546                          SUPERSEDED SURVEY CONTROL
 FE2546
 FE2546  NAD 83(1995)-  35 08 42.16940(N)    089 39 38.19965(W) AD(       ) 3
 FE2546  NAD 83(1995)-  35 08 42.17043(N)    089 39 38.20136(W) AD(       ) 3
 FE2546  NAD 83(1986)-  35 08 42.17941(N)    089 39 38.20104(W) AD(       ) 3
 FE2546  NAD 27      -  35 08 41.85640(N)    089 39 37.91140(W) AD(       ) 3
 FE2546
 FE2546.Superseded values are not recommended for survey control.
 FE2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2546.See file dsdata.txt to determine how the superseded data were derived.
 FE2546
 FE2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5761492369(NAD 83)
 FE2546_MARKER: DS = TRIANGULATION STATION DISK
 FE2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2546
 FE2546  HISTORY     - Date     Condition        Report By
 FE2546  HISTORY     - 1958     MONUMENTED       CGS
 FE2546
 FE2546                          STATION DESCRIPTION
 FE2546
 FE2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2546'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF EADS, IT IS INSIDE THE
 FE2546'ENCLOSURE OF THE FISHERVILLE, FAN MARKER, ABOUT 0.05 MILE EAST OF
 FE2546'THE COLLIERVILLE-ARLINGTON ROAD.  IT IS 6 FEET NORTH OF THE NORTHWEST
 FE2546'CORNER OF A SMALL METAL BUILDING, 5 FEET EAST OF AN ANGLE
 FE2546'IRON FENCE CORNER, 2 FEET SOUTH OF A FENCE AND 9 FEET NORTH OF A
 FE2546'NORTH GATE POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2546'FISHERVILLE 1958.
 FE2546'
 FE2546'TO REACH THE STATION FROM THE JUNCTION OF COLLIERVILLE-ARLINGTON ROAD
 FE2546'AND MACON ROAD IN FISHERVILLE, GO SOUTH ON THE
 FE2546'COLLIERVILLE-ARLINGTON ROAD FOR 0.7 MILE TO A GRAVEL DRIVEWAY LEFT.
 FE2546'TURN LEFT AND GO EAST ON THE GRAVEL DRIVEWAY FOR 0.1 MILE TO A
 FE2546'FRAME HOUSE.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION.
 FE2546'
 FE2546'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05 MILE TO
 FE2546'THE FRAME HOUSE.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE
 FE2546'COLLIERVILLE-ARLINGTON ROAD.  TURN LEFT AND GO SOUTH ON THE
 FE2546'COLLIERVILLE-ARLINGTON ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 FE2546'
 FE2546'NOTE- THE AZIMUTH MARK WILL NEED A STAND OR RANGE POLE ABOUT 8 FEET
 FE2546'HIGH TO SEE FROM THE STATION.
 FE2546'
 FE2546'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 26 FEET WEST OF A FENCE
 FE2546'CORNER AND 15 FEET NORTH OF THE CENTER OF THE FISHERVILLE, FAN
 FE2546'MARKER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FISHERVILLE NO
 FE2546'1 1958.
 FE2546'
 FE2546'REFERENCE MARK 2 IS 6 INCHES NORTH OF A FENCE, 1 FOOT NORTHEAST OF A
 FE2546'FENCE CORNER AND 9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE2546'SMALL METAL BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2546'FISHERVILLE NO 2 1958.
 FE2546'
 FE2546'THE AZIMUTH MARK IS 2 FEET NORTH OF A POWER POLE, 19 FEET WEST OF THE
 FE2546'CENTERLINE OF THE COLLIERVILLE-ARLINGTON ROAD, 1 FOOT WEST OF A
 FE2546'FENCE AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 FE2546'1 INCH AND THE DISK IS STAMPED FISHERVILLE 1958.
 FE2546'
 FE2546'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1657 ***********************************************************************
 GD1657  DESIGNATION -  FISHGAP
 GD1657  PID         -  GD1657
 GD1657  STATE/COUNTY-  TN/OBION
 GD1657  USGS QUAD   -  SAMBURG (1981)
 GD1657
 GD1657                         *CURRENT SURVEY CONTROL
 GD1657  ___________________________________________________________________
 GD1657* NAD 83(1995)-  36 29 05.41147(N)    089 17 12.91161(W)     ADJUSTED  
 GD1657* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 GD1657  ___________________________________________________________________
 GD1657  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GD1657  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1657
 GD1657  HORZ ORDER  -  FIRST
 GD1657
 GD1657.The horizontal coordinates were established by classical geodetic methods
 GD1657.and adjusted by the National Geodetic Survey in April 1999..
 GD1657
 GD1657.The orthometric height was scaled from a topographic map.
 GD1657
 GD1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1657
 GD1657.The geoid height was determined by GEOID03.
 GD1657
 GD1657;                    North         East     Units Scale Factor Converg.
 GD1657;SPC TN       -   243,658.984   305,515.420   MT  1.00001280   -1 55 27.5
 GD1657;SPC TN       -   799,404.52  1,002,345.17   sFT  1.00001280   -1 55 27.5
 GD1657;SPC MO E     -    72,971.517   358,697.523   MT  1.00007885   +0 43 17.0
 GD1657;SPC KY1Z     - 1,022,822.154 1,183,075.176   MT  1.00019685   -2 10 17.5
 GD1657;SPC KY1Z     - 3,355,709.02  3,881,472.47   sFT  1.00019685   -2 10 17.5
 GD1657;SPC KY S     -   522,745.367   183,118.476   MT  1.00005439   -2 08 42.0
 GD1657;SPC KY S     - 1,715,040.42    600,781.20   sFT  1.00005439   -2 08 42.0
 GD1657;UTM  16      - 4,040,157.875   295,138.284   MT  1.00011710   -1 21 37.1
 GD1657
 GD1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1657!SPC TN       -   0.99998010  x   1.00001280  =   0.99999290
 GD1657!SPC MO E     -   0.99998010  x   1.00007885  =   1.00005895
 GD1657!SPC KY1Z     -   0.99998010  x   1.00019685  =   1.00017694
 GD1657!SPC KY S     -   0.99998010  x   1.00005439  =   1.00003449
 GD1657!UTM  16      -   0.99998010  x   1.00011710  =   1.00009720
 GD1657
 GD1657|---------------------------------------------------------------------|
 GD1657| PID    Reference Object                     Distance      Geod. Az  |
 GD1657|                                                           dddmmss.s |
 GD1657| CG4044 FISHGAP RM 1                         47.470 METERS 20436     |
 GD1657| CG4045 FISHGAP RM 2                         29.940 METERS 28617     |
 GD1657| CG4043 FISHGAP AZ MK                                      2931901.4 |
 GD1657|---------------------------------------------------------------------|
 GD1657
 GD1657                          SUPERSEDED SURVEY CONTROL
 GD1657
 GD1657  NAD 83(1995)-  36 29 05.41597(N)    089 17 12.90939(W) AD(       ) 1
 GD1657  NAD 83(1995)-  36 29 05.42156(N)    089 17 12.91018(W) AD(       ) 1
 GD1657  NAD 83(1986)-  36 29 05.42333(N)    089 17 12.91104(W) AD(       ) 1
 GD1657  NAD 27      -  36 29 05.19560(N)    089 17 12.65900(W) AD(       ) 1
 GD1657
 GD1657.Superseded values are not recommended for survey control.
 GD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1657.See file dsdata.txt to determine how the superseded data were derived.
 GD1657
 GD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9513840158(NAD 83)
 GD1657_MARKER: DS = TRIANGULATION STATION DISK
 GD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1657
 GD1657  HISTORY     - Date     Condition        Report By
 GD1657  HISTORY     - 1929     MONUMENTED       CGS
 GD1657  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD1657
 GD1657                          STATION DESCRIPTION
 GD1657
 GD1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1657'ABOUT 15 MILES WEST OF UNION CITY, ABOUT 2 MILES SOUTH OF KENTUCKY
 GD1657'TENNESSEE STATE LINE, ON HIGH PART OF BLUFF ABOVE REELFOOT LAKE
 GD1657'BETWEEN REELFOOT CREEK AND BAYOU DU CHIEN, ON LAND OWNED BY T.C.
 GD1657'WILSON OF UNION CITY.  TO REACH FROM POST OFFICE IN UNION CITY, GO
 GD1657'NORTH ON U.S. ROUTE 51 TO MAIN STREET, TURN LEFT AT RAILROAD
 GD1657'TRACKS AND SIGN WALNUT LOG 20 MILES, FOLLOW THIS MAIN ROAD 1.7
 GD1657'MILES TO FORK, TURN LEFT ONTO SAMBURG ROAD AND GO 1.85 MILES TO
 GD1657'T-ROAD, TURN RIGHT, GO 11.5 MILES ON MAIN ROAD TO MIDWAY SCHOOL, GO
 GD1657'0.3 MILE TO FORK, TURN RIGHT, GO 0.7 MILE TO WHITE HOUSE ON
 GD1657'RIGHT AND T-ROAD LEFT, TURN LEFT ONTO T-ROAD, GO 0.5 MILE TO FORK AT
 GD1657'THREE MAIL BOXES, KEEP ON MAIN LEFT FORK, GO 1.25 MILES TO CABIN
 GD1657'ON RIGHT, TURN RIGHT ONTO T-ROAD, GO UP HILL ONTO BLUFF 1.55
 GD1657'MILES TO T-ROAD RIGHT AND MAIL BOX, AND GO STRAIGHT AHEAD 0.05 MILE
 GD1657'TO ANOTHER T-ROAD TO RIGHT NEAR STATION SITE.  STATION IS IN
 GD1657'WOODED AREA ABOUT 60 YARDS TO LEFT NORTH, ABOUT 20 YARDS WEST OF THE
 GD1657'WALNUT LOG AND HICKMAN DIRT ROAD, AT POINT NEARLY OPPOSITE AN OLD
 GD1657'ROAD LEADING SOUTH, 20 FEET WEST OF 12-INCH ELM TREE AND 50 YARDS
 GD1657'FROM EDGE OF BLUFF.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1657'DISK STATION MARKS IN CONCRETE.  REFERENCE
 GD1657'MARKS NOS. 1 AND 2 ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1657'NO. 1 IS ABOUT 20 FEET NORTH OF CENTER LINE OF ROAD, ABOUT 50
 GD1657'FEET SOUTHWEST OF JUNCTION OF OLD ROAD LEADING SOUTH, AND 47.47
 GD1657'METERS 155.7 FEET FROM STATION S 24 DEG 36 MIN W.
 GD1657'NO. 2 IS ABOUT 20 YARDS EAST OF EDGE OF BLUFF, AND AT ABOUT
 GD1657'SAME ELEVATION AS AND 29.94 METERS 98.2 FEET FROM STATION
 GD1657'N 73 DEG 43 MIN W.  IN 1934 AZIMUTH MARK, STANDARD REFERENCE
 GD1657'DISK IN CONCRETE, WAS ESTABLISHED ON WEST SIDE OF
 GD1657'NEWLY GRADED ROAD ABOUT 0.5 MILE FROM STATION N 66 DEG 41 MIN W.
 GD1657'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.4
 GD1657'MILE ALONG ROAD TO THREE MAIL BOXES, TURN SHARPLY TO RIGHT, GO 0.3
 GD1657'MILE TO WOODEN GATE ON LEFT AT BIG TREE AND HOME OF DAVE TINNON ON
 GD1657'RIGHT, TURN LEFT THROUGH GATE, AND GO 175 YARDS TO AZIMUTH MARK,
 GD1657'WHICH IS 30 FEET TO LEFT OF CENTER OF ROAD AND AT EDGE OF FIELD.
 GD1657
 GD1657                          STATION RECOVERY (1967)
 GD1657
 GD1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1657'THE SURFACE STATION MARK WAS FOUND LAYING ON THE SURFACE OF THE
 GD1657'GROUND IN A HEAVILY WOODED AREA SOME DISTANCE FROM THE APPARENT
 GD1657'ORIGINAL STATION SITE.  ONE OF THE CONCRETE MARKS WITH THE DISK
 GD1657'REMOVED WAS FOUND WIRED TO AND OLD ABANDONED FARM DISK IN AN OLD
 GD1657'CULTIVATED FIELD ACROSS THE ROAD FROM THE ORIGINAL SITE.
 GD1657'IT IS ASSUMED THAT IT WAS ONE OF THE REFERENCE MARKS.  A
 GD1657'COMPLETE AND THOROUGH SEARCH WAS MADE TO LOCATE THE OTHER REFERENCE
 GD1657'MARK, THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK, BUT
 GD1657'NONE OF THEM COULD BE FOUND.
 GD1657'
 GD1657'IT IS THEREFORE PRESUMED THAT THE ENTIRE STATION IS COMPLETELY LOST.
 GD1657'
 GD1657'THE DISK WAS REMOVED FROM THE SURFACE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0751 ***********************************************************************
 GB0751  DESIGNATION -  FLAG
 GB0751  PID         -  GB0751
 GB0751  STATE/COUNTY-  TN/ROANE
 GB0751  USGS QUAD   -  WINDROCK (1975)
 GB0751
 GB0751                         *CURRENT SURVEY CONTROL
 GB0751  ___________________________________________________________________
 GB0751* NAD 83(1995)-  36 01 13.04436(N)    084 22 25.32579(W)     ADJUSTED  
 GB0751* NAVD 88     -       272.711  (meters)     894.72   (feet)  ADJUSTED  
 GB0751  ___________________________________________________________________
 GB0751  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GB0751  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0751  DYNAMIC HT  -         272.463 (meters)     893.91  (feet)  COMP
 GB0751  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0751
 GB0751  HORZ ORDER  -  SECOND
 GB0751  VERT ORDER  -  FIRST     CLASS I
 GB0751
 GB0751.The horizontal coordinates were established by classical geodetic methods
 GB0751.and adjusted by the National Geodetic Survey in April 1999..
 GB0751
 GB0751.The orthometric height was determined by differential leveling
 GB0751.and adjusted by the National Geodetic Survey in June 1991..
 GB0751
 GB0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0751
 GB0751.The geoid height was determined by GEOID03.
 GB0751
 GB0751.The dynamic height is computed by dividing the NAVD 88
 GB0751.geopotential number by the normal gravity value computed on the
 GB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0751.degrees latitude (g = 980.6199 gals.).
 GB0751
 GB0751.The modeled gravity was interpolated from observed gravity values.
 GB0751
 GB0751;                    North         East     Units Scale Factor Converg.
 GB0751;SPC TN       -   188,384.635   746,581.951   MT  0.99995366   +0 57 07.6
 GB0751;SPC TN       -   618,058.59  2,449,410.95   sFT  0.99995366   +0 57 07.6
 GB0751;UTM  16      - 3,989,389.999   736,667.156   MT  1.00029021   +1 32 42.6
 GB0751
 GB0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0751!SPC TN       -   0.99996193  x   0.99995366  =   0.99991559
 GB0751!UTM  16      -   0.99996193  x   1.00029021  =   1.00025213
 GB0751
 GB0751|---------------------------------------------------------------------|
 GB0751| PID    Reference Object                     Distance      Geod. Az  |
 GB0751|                                                           dddmmss.s |
 GB0751| GB0750 FLAG RM 1                             7.240 METERS 05120     |
 GB0751| GB0752 FLAG RM 2                             9.273 METERS 22059     |
 GB0751| GB0753 FLAG AZ MK                                         2251056.5 |
 GB0751|---------------------------------------------------------------------|
 GB0751
 GB0751                          SUPERSEDED SURVEY CONTROL
 GB0751
 GB0751  NAD 83(1995)-  36 01 13.05170(N)    084 22 25.32562(W) AD(       ) 2
 GB0751  NAD 83(1995)-  36 01 13.05174(N)    084 22 25.32522(W) AD(       ) 2
 GB0751  NAD 83(1986)-  36 01 13.05758(N)    084 22 25.32380(W) AD(       ) 2
 GB0751  NAD 27      -  36 01 12.77869(N)    084 22 25.58515(W) AD(       ) 2
 GB0751  NGVD 29 (??/??/92)  272.832  (m)          895.12   (f) ADJ UNCH    1 1
 GB0751
 GB0751.Superseded values are not recommended for survey control.
 GB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0751.See file dsdata.txt to determine how the superseded data were derived.
 GB0751
 GB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3666789390(NAD 83)
 GB0751_MARKER: DD = SURVEY DISK
 GB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0751_STAMPING: FLAG 1964
 GB0751_MARK LOGO: TNHD  
 GB0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0751+STABILITY: SURFACE MOTION
 GB0751
 GB0751  HISTORY     - Date     Condition        Report By
 GB0751  HISTORY     - 1964     MONUMENTED       TNHD
 GB0751  HISTORY     - 1967     GOOD             CGS
 GB0751  HISTORY     - 1967     GOOD             NGS
 GB0751
 GB0751                          STATION DESCRIPTION
 GB0751
 GB0751'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0751'THE STATION IS LOCATED ABOUT 3 MILES WEST OF OLIVER SPRINGS.
 GB0751'
 GB0751'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 GB0751'STATE ROUTE 62 IN
 GB0751'OLIVER SPRINGS, GO WESTERLY ON STATE ROUTE 61 FOR 2.8
 GB0751'MILES TO THE STATION ON THE
 GB0751'LEFT.
 GB0751'
 GB0751'THE STATION IS 100 FEET NORTHWEST OF THE NORTH RAIL OF THE SOUTHERN
 GB0751'RAILROAD, 33 FEET
 GB0751'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB0751'61, 8 FEET SOUTHWEST OF A TELEPHONE
 GB0751'POLE AND 7.6 FEET SOUTHWEST OF A
 GB0751'METAL WITNESS POST WITH SIGN.  THE SURFACE AND
 GB0751'UNDERGROUND MARKS ARE
 GB0751'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB0751'STAMPED FLAG 1964.
 GB0751'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0751'SURFACE.  THE SURFACE DISK IS
 GB0751'SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GB0751'MONUMENT.
 GB0751'
 GB0751'REFERENCE MARK NO. 1 IS 92 FEET NORTHWEST OF THE NORTH RAIL OF THE
 GB0751'SOUTHERN RAILROAD,
 GB0751'38 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0751'STATE ROUTE 61, 15 FEET EAST OF A
 GB0751'TELEPHONE POLE, 5 FEET WEST OF A
 GB0751'TWIN-TRUNKED PINE TREE AND 4 FEET NORTH OF A POWER
 GB0751'POLE.  IT IS A
 GB0751'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0751'FLUSH CONCRETE
 GB0751'MONUMENT AND THE DISK IS STAMPED FLAG RM-1 1964.
 GB0751'
 GB0751'REFERENCE MARK NO. 2 IS 100 FEET NORTHWEST OF THE NORTH RAIL OF THE
 GB0751'SOUTHERN RAILROAD
 GB0751'AND 32 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0751'STATE ROUTE 61.  IT IS A STANDARD
 GB0751'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0751'SET IN A 10-INCH SQUARE, FLUSH CONCRETE MONUMENT AND
 GB0751'THE DISK IS
 GB0751'STAMPED FLAG RM-2 1964
 GB0751'
 GB0751'THE AZIMUTH ARK IS 60 FEET WEST OF A TELEPHONE POLE, 19 FEET
 GB0751'SOUTHEAST OF THE
 GB0751'APPROXIMATE CENTER OF STATE ROUTE 61, 38 FEET NORTHEAST OF THE
 GB0751'APPROXIMATE CENTER OF A
 GB0751'GRAVELED DRIVE AND 1.2 FEET SOUTH OF A METAL
 GB0751'WITNESS POST WITH SIGN.  IT IS A STANDARD
 GB0751'TENNESSEE HIGHWAY
 GB0751'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE AT THE
 GB0751'SOUTHWEST END OF
 GB0751'THE SOUTH HEADWALL OF A CONCRETE PIPE CULVERT AND ABOUT 2 FEET
 GB0751'BELOW THE LEVEL OF
 GB0751'THE PAVEMENT.
 GB0751'
 GB0751'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GB0751'ON STATE ROUTE 61
 GB0751'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 GB0751'
 GB0751'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0751
 GB0751                          STATION RECOVERY (1967)
 GB0751
 GB0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 GB0751'THE STATION, RM 1 AND 2 AND AZIMUTH WERE ALL RECOVERED AND IN GOOD
 GB0751'CONDITION.
 GB0751'
 GB0751'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN
 GB0751'RAILWAY FROM THE
 GB0751'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST
 GB0751'OF MILEPOST 38, BETWEEN THE TRACK
 GB0751'AND STATE HIGHWAY 61, ON THE
 GB0751'SOUTHWEST SLOPE AND NEAR THE TOP OF A HILL, 80 FEET
 GB0751'NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GB0751'8-1/2 FEET
 GB0751'SOUTHWEST OF A TELEPHONE CABLE POLE, ABOUT LEVEL WITH THE
 GB0751'HIGHWAY, ABOUT 20 FEET ABOVE
 GB0751'THE LEVEL OF THE TRACK AND SET IN THE
 GB0751'TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL
 GB0751'OF THE GROUND.
 GB0751'
 GB0751'REFERENCE MARK NO. 1 IS 23.80 FEET NORTHEAST OF THE STATION, 75 FEET
 GB0751'NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE CENTER OF
 GB0751'THE HIGHWAY, 14-1/2 FEET SOUTH OF A
 GB0751'POWER POLE, 15 FEET NORTHEAST OF
 GB0751'A TELEPHONE CABLE POLE, ABOUT 2 FEET ABOVE THE LEVEL
 GB0751'OF THE HIGHWAY
 GB0751'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 GB0751'GROUND.
 GB0751'
 GB0751'REFERENCE MARK NO. 2 IS 30.50 FEET SOUTHWEST OF THE STATION, 79 FEET
 GB0751'NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 32 FEET SOUTHEAST OF THE CENTER LINE
 GB0751'OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 GB0751'THE LEVEL OF THE HIGHWAY AND SET
 GB0751'IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF
 GB0751'THE GROUND.
 GB0751'
 GB0751'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GB0751'FROM THE STATION
 GB0751'MARK, THENCE ABOUT 0.1 MILE NORTHWEST ALONG A
 GB0751'GRAVELED ROAD, THENCE ALONG STATE
 GB0751'HIGHWAY 61, AT A VERY SMALL
 GB0751'VILLAGE, AT THE WEST CORNER OF THE LAWN TO A ONE
 GB0751'STORY GREEN HOUSE,
 GB0751'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 GB0751'WALL OF A
 GB0751'24-INCH PIPE CULVERT UNDER THE HIGHWAY, 39 FEET NORTHEAST
 GB0751'OF THE CENTER LINE OF THE
 GB0751'ROAD, 18-1/2 FEET SOUTHEAST OF THE CENTER
 GB0751'LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW
 GB0751'THE LEVEL OF THE HIGHWAY.
 GB0751
 GB0751                          STATION RECOVERY (1967)
 GB0751
 GB0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0751'2.5 MI SW FROM OLIVER SPRINGS.
 GB0751'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0751'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST
 GB0751'38, BETWEEN THE TRACK AND STATE HIGHWAY 61, ON THE SOUTHWEST
 GB0751'SLOPE AND NEAR THE TOP OF A HILL, 80 FEET NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0751'HIGHWAY, 8 1/2 FEET SOUTHWEST OF A TELEPHONE CABLE POLE, ABOUT
 GB0751'LEVEL WITH THE HIGHWAY, ABOUT 20 FEET ABOVE THE LEVEL OF THE
 GB0751'TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 GB0751'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0753 ***********************************************************************
 GB0753  DESIGNATION -  FLAG AZ MK
 GB0753  PID         -  GB0753
 GB0753  STATE/COUNTY-  TN/ROANE
 GB0753  USGS QUAD   -  PETROS (1979)
 GB0753
 GB0753                         *CURRENT SURVEY CONTROL
 GB0753  ___________________________________________________________________
 GB0753* NAD 83(1986)-  36 01 03.     (N)    084 22 37.     (W)     SCALED    
 GB0753* NAVD 88     -       262.320  (meters)     860.63   (feet)  ADJUSTED  
 GB0753  ___________________________________________________________________
 GB0753  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0753  DYNAMIC HT  -         262.082 (meters)     859.85  (feet)  COMP
 GB0753  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 GB0753
 GB0753  VERT ORDER  -  FIRST     CLASS I
 GB0753
 GB0753.The horizontal coordinates were scaled from a topographic map and have
 GB0753.an estimated accuracy of +/- 6 seconds.
 GB0753
 GB0753.The orthometric height was determined by differential leveling
 GB0753.and adjusted by the National Geodetic Survey in June 1991..
 GB0753
 GB0753.The geoid height was determined by GEOID03.
 GB0753
 GB0753.The dynamic height is computed by dividing the NAVD 88
 GB0753.geopotential number by the normal gravity value computed on the
 GB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0753.degrees latitude (g = 980.6199 gals.).
 GB0753
 GB0753.The modeled gravity was interpolated from observed gravity values.
 GB0753
 GB0753;                    North         East    Units  Estimated Accuracy
 GB0753;SPC TN       -   188,070.      746,300.      MT  (+/- 180 meters Scaled)
 GB0753
 GB0753                          SUPERSEDED SURVEY CONTROL
 GB0753
 GB0753  NGVD 29 (??/??/??)  262.49   (m)          861.2    (f) RESET       3  
 GB0753
 GB0753.Superseded values are not recommended for survey control.
 GB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0753.See file dsdata.txt to determine how the superseded data were derived.
 GB0753
 GB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE363890(NAD 83)
 GB0753_MARKER: DZ = AZIMUTH MARK DISK
 GB0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0753_SP_SET: CULVERT
 GB0753_STAMPING: FLAG AZI 1964
 GB0753_MARK LOGO: TNHD  
 GB0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0753
 GB0753  HISTORY     - Date     Condition        Report By
 GB0753  HISTORY     - 1964     MONUMENTED       TNHD
 GB0753  HISTORY     - 1967     GOOD             NGS
 GB0753
 GB0753                          STATION DESCRIPTION
 GB0753
 GB0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0753'2.9 MI SW FROM OLIVER SPRINGS.
 GB0753'ABOUT 2.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0753'STATION AT OLIVER SPRINGS, THENCE ABOUT 0.1 MILE NORTHWEST ALONG
 GB0753'A GRAVELED ROAD, AT THE JCT. OF STATE HIGHWAY 61, AT A VERY
 GB0753'SMALL VILLAGE, AT THE WEST CORNER OF THE LAWN TO A GREEN ONE
 GB0753'STORY HOUSE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GB0753'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY,
 GB0753'39 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET
 GB0753'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET
 GB0753'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0750 ***********************************************************************
 GB0750  DESIGNATION -  FLAG RM 1
 GB0750  PID         -  GB0750
 GB0750  STATE/COUNTY-  TN/ROANE
 GB0750  USGS QUAD   -  WINDROCK (1975)
 GB0750
 GB0750                         *CURRENT SURVEY CONTROL
 GB0750  ___________________________________________________________________
 GB0750* NAD 83(1986)-  36 01 13.     (N)    084 22 26.     (W)     SCALED    
 GB0750* NAVD 88     -       273.271  (meters)     896.56   (feet)  ADJUSTED  
 GB0750  ___________________________________________________________________
 GB0750  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0750  DYNAMIC HT  -         273.023 (meters)     895.74  (feet)  COMP
 GB0750  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0750
 GB0750  VERT ORDER  -  FIRST     CLASS I
 GB0750
 GB0750.The horizontal coordinates were scaled from a topographic map and have
 GB0750.an estimated accuracy of +/- 6 seconds.
 GB0750
 GB0750.The orthometric height was determined by differential leveling
 GB0750.and adjusted by the National Geodetic Survey in June 1991..
 GB0750
 GB0750.The geoid height was determined by GEOID03.
 GB0750
 GB0750.The dynamic height is computed by dividing the NAVD 88
 GB0750.geopotential number by the normal gravity value computed on the
 GB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0750.degrees latitude (g = 980.6199 gals.).
 GB0750
 GB0750.The modeled gravity was interpolated from observed gravity values.
 GB0750
 GB0750;                    North         East    Units  Estimated Accuracy
 GB0750;SPC TN       -   188,380.      746,570.      MT  (+/- 180 meters Scaled)
 GB0750
 GB0750                          SUPERSEDED SURVEY CONTROL
 GB0750
 GB0750  NGVD 29 (??/??/92)  273.393  (m)          896.96   (f) ADJ UNCH    1 1
 GB0750
 GB0750.Superseded values are not recommended for survey control.
 GB0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0750.See file dsdata.txt to determine how the superseded data were derived.
 GB0750
 GB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE366893(NAD 83)
 GB0750_MARKER: DR = REFERENCE MARK DISK
 GB0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0750_STAMPING: FLAG RM-1 1964
 GB0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0750+STABILITY: SURFACE MOTION
 GB0750
 GB0750  HISTORY     - Date     Condition        Report By
 GB0750  HISTORY     - 1964     MONUMENTED       TNHD
 GB0750  HISTORY     - 1967     GOOD             NGS
 GB0750
 GB0750                          STATION DESCRIPTION
 GB0750
 GB0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0750'2.5 MI SW FROM OLIVER SPRINGS.
 GB0750'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0750'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST
 GB0750'38, BETWEEN THE TRACK AND STATE HIGHWAY 61, ON THE SOUTHWEST
 GB0750'SLOPE AND NEAR THE TOP OF A HILL, 75 FEET NORTHWEST OF THE
 GB0750'NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0750'HIGHWAY, 23.80 FEET NORTHEAST OF STATION FLAG, 14 1/2 FEET SOUTH
 GB0750'OF A POWER POLE, 15 FEET NORTHEAST OF A TELEPHONE CABLE POLE,
 GB0750'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 GB0750'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0752 ***********************************************************************
 GB0752  DESIGNATION -  FLAG RM 2
 GB0752  PID         -  GB0752
 GB0752  STATE/COUNTY-  TN/ROANE
 GB0752  USGS QUAD   -  WINDROCK (1975)
 GB0752
 GB0752                         *CURRENT SURVEY CONTROL
 GB0752  ___________________________________________________________________
 GB0752* NAD 83(1986)-  36 01 13.     (N)    084 22 26.     (W)     SCALED    
 GB0752* NAVD 88     -       272.280  (meters)     893.31   (feet)  ADJUSTED  
 GB0752  ___________________________________________________________________
 GB0752  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0752  DYNAMIC HT  -         272.033 (meters)     892.49  (feet)  COMP
 GB0752  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0752
 GB0752  VERT ORDER  -  FIRST     CLASS I
 GB0752
 GB0752.The horizontal coordinates were scaled from a topographic map and have
 GB0752.an estimated accuracy of +/- 6 seconds.
 GB0752
 GB0752.The orthometric height was determined by differential leveling
 GB0752.and adjusted by the National Geodetic Survey in June 1991..
 GB0752
 GB0752.The geoid height was determined by GEOID03.
 GB0752
 GB0752.The dynamic height is computed by dividing the NAVD 88
 GB0752.geopotential number by the normal gravity value computed on the
 GB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0752.degrees latitude (g = 980.6199 gals.).
 GB0752
 GB0752.The modeled gravity was interpolated from observed gravity values.
 GB0752
 GB0752;                    North         East    Units  Estimated Accuracy
 GB0752;SPC TN       -   188,380.      746,570.      MT  (+/- 180 meters Scaled)
 GB0752
 GB0752                          SUPERSEDED SURVEY CONTROL
 GB0752
 GB0752  NGVD 29 (??/??/92)  272.402  (m)          893.71   (f) ADJ UNCH    1 1
 GB0752
 GB0752.Superseded values are not recommended for survey control.
 GB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0752.See file dsdata.txt to determine how the superseded data were derived.
 GB0752
 GB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE366893(NAD 83)
 GB0752_MARKER: DR = REFERENCE MARK DISK
 GB0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0752_STAMPING: FLAG RM-2 1964
 GB0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0752+STABILITY: SURFACE MOTION
 GB0752
 GB0752  HISTORY     - Date     Condition        Report By
 GB0752  HISTORY     - 1964     MONUMENTED       TNHD
 GB0752  HISTORY     - 1967     GOOD             NGS
 GB0752
 GB0752                          STATION DESCRIPTION
 GB0752
 GB0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0752'2.5 MI SW FROM OLIVER SPRINGS.
 GB0752'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0752'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST
 GB0752'38, BETWEEN THE TRACK AND STATE HIGHWAY 61, ON THE SOUTHWEST
 GB0752'SLOPE AND NEAR THE TOP OF A HILL, 79 FEET NORTHWEST OF THE
 GB0752'NORTHWEST RAIL, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0752'HIGHWAY, 30.50 FEET SOUTHWEST OF STATION FLAG, ABOUT 1 FOOT
 GB0752'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB0752'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0952 ***********************************************************************
 FD0952  DESIGNATION -  FLAT
 FD0952  PID         -  FD0952
 FD0952  STATE/COUNTY-  TN/HARDIN
 FD0952  USGS QUAD   -  EAGLE CREEK (1972)
 FD0952
 FD0952                         *CURRENT SURVEY CONTROL
 FD0952  ___________________________________________________________________
 FD0952* NAD 83(1986)-  35 16 54.     (N)    087 59 20.     (W)     SCALED    
 FD0952* NAVD 88     -       150.738  (meters)     494.55   (feet)  ADJUSTED  
 FD0952  ___________________________________________________________________
 FD0952  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0952  DYNAMIC HT  -         150.597 (meters)     494.08  (feet)  COMP
 FD0952  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0952
 FD0952  VERT ORDER  -  SECOND    CLASS 0
 FD0952
 FD0952.The horizontal coordinates were scaled from a topographic map and have
 FD0952.an estimated accuracy of +/- 6 seconds.
 FD0952
 FD0952.The orthometric height was determined by differential leveling
 FD0952.and adjusted by the National Geodetic Survey in June 1991..
 FD0952
 FD0952.The geoid height was determined by GEOID03.
 FD0952
 FD0952.The dynamic height is computed by dividing the NAVD 88
 FD0952.geopotential number by the normal gravity value computed on the
 FD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0952.degrees latitude (g = 980.6199 gals.).
 FD0952
 FD0952.The modeled gravity was interpolated from observed gravity values.
 FD0952
 FD0952;                    North         East    Units  Estimated Accuracy
 FD0952;SPC TN       -   107,060.      419,080.      MT  (+/- 180 meters Scaled)
 FD0952
 FD0952                          SUPERSEDED SURVEY CONTROL
 FD0952
 FD0952  NGVD 29 (??/??/92)  150.744  (m)          494.57   (f) ADJ UNCH    2 0
 FD0952
 FD0952.Superseded values are not recommended for survey control.
 FD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0952.See file dsdata.txt to determine how the superseded data were derived.
 FD0952
 FD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100047(NAD 83)
 FD0952_MARKER: DD = SURVEY DISK
 FD0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0952_STAMPING: FLAT 1962
 FD0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0952+STABILITY: SURFACE MOTION
 FD0952
 FD0952  HISTORY     - Date     Condition        Report By
 FD0952  HISTORY     - 1962     MONUMENTED       TNHD
 FD0952
 FD0952                          STATION DESCRIPTION
 FD0952
 FD0952'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0952'2.6 MI E FROM OLIVE HILL.
 FD0952'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0952'2.6 MILES TO THE MARK ON THE RIGHT.  THE STATION IS 45 FEET
 FD0952'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, AND 6 FEET
 FD0952'SOUTHEAST OF THE CENTERLINE OF A DIRT FARM ROAD.  THE MARK IS A
 FD0952'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0952'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1608 ***********************************************************************
 FD1608  DESIGNATION -  FLAT
 FD1608  PID         -  FD1608
 FD1608  STATE/COUNTY-  TN/HARDIN
 FD1608  USGS QUAD   -  EAGLE CREEK (1972)
 FD1608
 FD1608                         *CURRENT SURVEY CONTROL
 FD1608  ___________________________________________________________________
 FD1608* NAD 83(1995)-  35 16 54.73679(N)    087 59 20.15338(W)     ADJUSTED  
 FD1608* NAVD 88     -       150.9    (meters)     495.     (feet)  VERTCON   
 FD1608  ___________________________________________________________________
 FD1608  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FD1608  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1608
 FD1608  HORZ ORDER  -  SECOND
 FD1608
 FD1608.The horizontal coordinates were established by classical geodetic methods
 FD1608.and adjusted by the National Geodetic Survey in April 1999..
 FD1608
 FD1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1608
 FD1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1608
 FD1608.The geoid height was determined by GEOID03.
 FD1608
 FD1608;                    North         East     Units Scale Factor Converg.
 FD1608;SPC TN       -   107,079.037   419,072.358   MT  0.99999453   -1 09 51.8
 FD1608;SPC TN       -   351,308.47  1,374,906.56   sFT  0.99999453   -1 09 51.8
 FD1608;UTM  16      - 3,904,750.566   410,067.418   MT  0.99969967   -0 34 16.5
 FD1608
 FD1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1608!SPC TN       -   0.99998068  x   0.99999453  =   0.99997521
 FD1608!UTM  16      -   0.99998068  x   0.99969967  =   0.99968036
 FD1608
 FD1608|---------------------------------------------------------------------|
 FD1608| PID    Reference Object                     Distance      Geod. Az  |
 FD1608|                                                           dddmmss.s |
 FD1608| FD0953 FLAT RM 1                            19.346 METERS 03354     |
 FD1608| FD0950 FLAT AZ MK                                         2590237.1 |
 FD1608| FD0951 FLAT RM 2                            21.218 METERS 26112     |
 FD1608|---------------------------------------------------------------------|
 FD1608
 FD1608                          SUPERSEDED SURVEY CONTROL
 FD1608
 FD1608  NAD 83(1995)-  35 16 54.74083(N)    087 59 20.15406(W) AD(       ) 2
 FD1608  NAD 83(1995)-  35 16 54.74094(N)    087 59 20.15412(W) AD(       ) 2
 FD1608  NAD 83(1995)-  35 16 54.74298(N)    087 59 20.15340(W) AD(       ) 2
 FD1608  NAD 83(1986)-  35 16 54.74609(N)    087 59 20.15278(W) AD(       ) 2
 FD1608  NAD 27      -  35 16 54.46520(N)    087 59 20.05070(W) AD(       ) 2
 FD1608  NGVD 29 (07/19/86)  150.9    (m)          495.     (f) VERT ANG       
 FD1608
 FD1608.Superseded values are not recommended for survey control.
 FD1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1608.See file dsdata.txt to determine how the superseded data were derived.
 FD1608
 FD1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1006704751(NAD 83)
 FD1608_MARKER: DD = SURVEY DISK
 FD1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1608
 FD1608  HISTORY     - Date     Condition        Report By
 FD1608  HISTORY     - 1962     MONUMENTED       TNHD
 FD1608
 FD1608                          STATION DESCRIPTION
 FD1608
 FD1608'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1608'THE STATION IS LOCATED ABOUT 3 MILES EAST OF OLIVE HILL.
 FD1608'
 FD1608'TO REACH THE STATION FROM THE POST OFFICE IN OLIVE HILL, GO 2.6 MILES
 FD1608'EAST ON STATE ROUTE 15
 FD1608'TO THE MARK ON THE RIGHT AS DESCRIBED.
 FD1608'
 FD1608'THE STATION IS 45 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 FD1608'ROUTE 15 AND 6 FEET
 FD1608'SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT FARM
 FD1608'ROAD.  THE SURFACE AND
 FD1608'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD1608'HIGHWAY DEPARTMENT DISKS STAMPED FLAT
 FD1608'1962.  THE UNDERGROUND MARK IS
 FD1608'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK
 FD1608'DISK IS SET IN A
 FD1608'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1608'
 FD1608'REFERENCE MARK NO 1 IS 16 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1608'STATE ROUTE 15 AND
 FD1608'2 FEET SOUTHEAST OF A HIGHWAY GUARD POST.  THE
 FD1608'MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1608'DEPARTMENT DISK SET IN A 10-INCH
 FD1608'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1608'STAMPED FLAT RM-1
 FD1608'
 FD1608'REFERENCE MARK NO 2 IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1608'STATE ROUTE 15, 8
 FD1608'FEET SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 FD1608'AND 1 FOOT NORTH OF A GUY WIRE
 FD1608'POLE.  THE MARK IS A STANDARD
 FD1608'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD1608'10-INCH SQUARE, FLUSH,
 FD1608'CONCRETE MONUMENT AND THE DISK IS STAMPED FLAT RM-2 1962.
 FD1608'
 FD1608'THE AZIMUTH MARK IS 29 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1608'STATE ROUTE 15 AND 2
 FD1608'FEET SOUTHEAST OF A WOODEN FENCE.  THE MARK IS A
 FD1608'STANDARD TENNESSEE HIGHWAY
 FD1608'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD1608'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1608'STAMPED FLAT AZI 1962.
 FD1608'
 FD1608'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.5 MILES WEST ON
 FD1608'STATE ROUTE 15 TO
 FD1608'THE MARK ON THE RIGHT AS DESCRIBED.
 FD1608'
 FD1608'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0950 ***********************************************************************
 FD0950  DESIGNATION -  FLAT AZ MK
 FD0950  PID         -  FD0950
 FD0950  STATE/COUNTY-  TN/HARDIN
 FD0950  USGS QUAD   -  EAGLE CREEK (1972)
 FD0950
 FD0950                         *CURRENT SURVEY CONTROL
 FD0950  ___________________________________________________________________
 FD0950* NAD 83(1986)-  35 16 50.     (N)    087 59 44.     (W)     SCALED    
 FD0950* NAVD 88     -       148.534  (meters)     487.32   (feet)  ADJUSTED  
 FD0950  ___________________________________________________________________
 FD0950  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0950  DYNAMIC HT  -         148.396 (meters)     486.86  (feet)  COMP
 FD0950  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 FD0950
 FD0950  VERT ORDER  -  SECOND    CLASS 0
 FD0950
 FD0950.The horizontal coordinates were scaled from a topographic map and have
 FD0950.an estimated accuracy of +/- 6 seconds.
 FD0950
 FD0950.The orthometric height was determined by differential leveling
 FD0950.and adjusted by the National Geodetic Survey in June 1991..
 FD0950
 FD0950.The geoid height was determined by GEOID03.
 FD0950
 FD0950.The dynamic height is computed by dividing the NAVD 88
 FD0950.geopotential number by the normal gravity value computed on the
 FD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0950.degrees latitude (g = 980.6199 gals.).
 FD0950
 FD0950.The modeled gravity was interpolated from observed gravity values.
 FD0950
 FD0950;                    North         East    Units  Estimated Accuracy
 FD0950;SPC TN       -   106,950.      418,470.      MT  (+/- 180 meters Scaled)
 FD0950
 FD0950                          SUPERSEDED SURVEY CONTROL
 FD0950
 FD0950  NGVD 29 (??/??/92)  148.541  (m)          487.34   (f) ADJ UNCH    2 0
 FD0950
 FD0950.Superseded values are not recommended for survey control.
 FD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0950.See file dsdata.txt to determine how the superseded data were derived.
 FD0950
 FD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE094046(NAD 83)
 FD0950_MARKER: DD = SURVEY DISK
 FD0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0950_STAMPING: FLAT AZI 1962
 FD0950_MARK LOGO: TNHD  
 FD0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0950+STABILITY: SURFACE MOTION
 FD0950
 FD0950  HISTORY     - Date     Condition        Report By
 FD0950  HISTORY     - 1962     MONUMENTED       TNHD
 FD0950
 FD0950                          STATION DESCRIPTION
 FD0950
 FD0950'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0950'2.1 MI E FROM OLIVE HILL.
 FD0950'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64
 FD0950'FOR 2.1 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 29
 FD0950'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64, AND 2 FEET
 FD0950'SOUTHEAST OF A WOODEN FENCE.  THE MARK IS A STANDARD TENNESSEE
 FD0950'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0950'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0953 ***********************************************************************
 FD0953  DESIGNATION -  FLAT RM 1
 FD0953  PID         -  FD0953
 FD0953  STATE/COUNTY-  TN/HARDIN
 FD0953  USGS QUAD   -  EAGLE CREEK (1972)
 FD0953
 FD0953                         *CURRENT SURVEY CONTROL
 FD0953  ___________________________________________________________________
 FD0953* NAD 83(1986)-  35 16 54.     (N)    087 59 20.     (W)     SCALED    
 FD0953* NAVD 88     -       151.707  (meters)     497.73   (feet)  ADJUSTED  
 FD0953  ___________________________________________________________________
 FD0953  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0953  DYNAMIC HT  -         151.565 (meters)     497.26  (feet)  COMP
 FD0953  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0953
 FD0953  VERT ORDER  -  SECOND    CLASS 0
 FD0953
 FD0953.The horizontal coordinates were scaled from a topographic map and have
 FD0953.an estimated accuracy of +/- 6 seconds.
 FD0953
 FD0953.The orthometric height was determined by differential leveling
 FD0953.and adjusted by the National Geodetic Survey in June 1991..
 FD0953
 FD0953.The geoid height was determined by GEOID03.
 FD0953
 FD0953.The dynamic height is computed by dividing the NAVD 88
 FD0953.geopotential number by the normal gravity value computed on the
 FD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0953.degrees latitude (g = 980.6199 gals.).
 FD0953
 FD0953.The modeled gravity was interpolated from observed gravity values.
 FD0953
 FD0953;                    North         East    Units  Estimated Accuracy
 FD0953;SPC TN       -   107,060.      419,080.      MT  (+/- 180 meters Scaled)
 FD0953
 FD0953                          SUPERSEDED SURVEY CONTROL
 FD0953
 FD0953  NGVD 29 (??/??/92)  151.712  (m)          497.74   (f) ADJ UNCH    2 0
 FD0953
 FD0953.Superseded values are not recommended for survey control.
 FD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0953.See file dsdata.txt to determine how the superseded data were derived.
 FD0953
 FD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100047(NAD 83)
 FD0953_MARKER: DD = SURVEY DISK
 FD0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0953_STAMPING: FLAT RM 1 1962
 FD0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0953+STABILITY: SURFACE MOTION
 FD0953
 FD0953  HISTORY     - Date     Condition        Report By
 FD0953  HISTORY     - 1962     MONUMENTED       TNHD
 FD0953
 FD0953                          STATION DESCRIPTION
 FD0953
 FD0953'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0953'2.6 MI E FROM OLIVE HILL.
 FD0953'THIS MARK IS LOCATED AT THE FLAT 1962 STATION SITE, 16 FEET
 FD0953'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 2 FEET SOUTHEAST
 FD0953'OF A HIGHWAY GUARD POST AND 63 FEET NORTHEAST OF THE STATION.
 FD0953'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0953'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0953'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0951 ***********************************************************************
 FD0951  DESIGNATION -  FLAT RM 2
 FD0951  PID         -  FD0951
 FD0951  STATE/COUNTY-  TN/HARDIN
 FD0951  USGS QUAD   -  EAGLE CREEK (1972)
 FD0951
 FD0951                         *CURRENT SURVEY CONTROL
 FD0951  ___________________________________________________________________
 FD0951* NAD 83(1986)-  35 16 54.     (N)    087 59 20.     (W)     SCALED    
 FD0951* NAVD 88     -       150.499  (meters)     493.76   (feet)  ADJUSTED  
 FD0951  ___________________________________________________________________
 FD0951  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0951  DYNAMIC HT  -         150.359 (meters)     493.30  (feet)  COMP
 FD0951  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0951
 FD0951  VERT ORDER  -  SECOND    CLASS 0
 FD0951
 FD0951.The horizontal coordinates were scaled from a topographic map and have
 FD0951.an estimated accuracy of +/- 6 seconds.
 FD0951
 FD0951.The orthometric height was determined by differential leveling
 FD0951.and adjusted by the National Geodetic Survey in June 1991..
 FD0951
 FD0951.The geoid height was determined by GEOID03.
 FD0951
 FD0951.The dynamic height is computed by dividing the NAVD 88
 FD0951.geopotential number by the normal gravity value computed on the
 FD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0951.degrees latitude (g = 980.6199 gals.).
 FD0951
 FD0951.The modeled gravity was interpolated from observed gravity values.
 FD0951
 FD0951;                    North         East    Units  Estimated Accuracy
 FD0951;SPC TN       -   107,060.      419,080.      MT  (+/- 180 meters Scaled)
 FD0951
 FD0951                          SUPERSEDED SURVEY CONTROL
 FD0951
 FD0951  NGVD 29 (??/??/92)  150.506  (m)          493.79   (f) ADJ UNCH    2 0
 FD0951
 FD0951.Superseded values are not recommended for survey control.
 FD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0951.See file dsdata.txt to determine how the superseded data were derived.
 FD0951
 FD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100047(NAD 83)
 FD0951_MARKER: DD = SURVEY DISK
 FD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0951_STAMPING: FLAT RM 2 1962
 FD0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0951+STABILITY: SURFACE MOTION
 FD0951
 FD0951  HISTORY     - Date     Condition        Report By
 FD0951  HISTORY     - 1962     MONUMENTED       TNHD
 FD0951
 FD0951                          STATION DESCRIPTION
 FD0951
 FD0951'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0951'2.6 MI E FROM OLIVE HILL.
 FD0951'THIS MARK IS LOCATED AT THE FLAT 1962 STATION SITE, 27 FEET SOUTH
 FD0951'OF THE CENTERLINE OF U.S. HIGHWAY 64, 8 FEET SOUTH OF THE
 FD0951'CENTERLINE OF A DIRT FARM ROAD, 1 FOOT NORTH OF A GUY WIRE POLE AND
 FD0951'70 FEET WEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0951'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0951'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1474 ***********************************************************************
 GD1474  DESIGNATION -  FLATWOOD
 GD1474  PID         -  GD1474
 GD1474  STATE/COUNTY-  TN/BENTON
 GD1474  USGS QUAD   -  BIG SANDY (1973)
 GD1474
 GD1474                         *CURRENT SURVEY CONTROL
 GD1474  ___________________________________________________________________
 GD1474* NAD 83(1995)-  36 07 31.23848(N)    088 01 05.56571(W)     ADJUSTED  
 GD1474* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GD1474  ___________________________________________________________________
 GD1474  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 GD1474  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1474
 GD1474  HORZ ORDER  -  SECOND
 GD1474
 GD1474.The horizontal coordinates were established by classical geodetic methods
 GD1474.and adjusted by the National Geodetic Survey in April 1999..
 GD1474
 GD1474.The orthometric height was scaled from a topographic map.
 GD1474
 GD1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1474
 GD1474.The geoid height was determined by GEOID03.
 GD1474
 GD1474;                    North         East     Units Scale Factor Converg.
 GD1474;SPC TN       -   200,696.189   418,338.805   MT  0.99996128   -1 10 53.6
 GD1474;SPC TN       -   658,450.75  1,372,499.90   sFT  0.99996128   -1 10 53.6
 GD1474;UTM  16      - 3,998,331.093   408,374.867   MT  0.99970344   -0 36 01.2
 GD1474
 GD1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1474!SPC TN       -   0.99997215  x   0.99996128  =   0.99993343
 GD1474!UTM  16      -   0.99997215  x   0.99970344  =   0.99967560
 GD1474
 GD1474|---------------------------------------------------------------------|
 GD1474| PID    Reference Object                     Distance      Geod. Az  |
 GD1474|                                                           dddmmss.s |
 GD1474| CG4051 FLATWOOD RM 1                        26.557 METERS 08205     |
 GD1474| GD1475 CAMDEN MUNICIPAL TANK               APPROX. 9.8 KM 2254027.8 |
 GD1474| CG4050 FLATWOOD AZ MK                                     2741723.2 |
 GD1474| CG4052 FLATWOOD RM 2                        25.054 METERS 34452     |
 GD1474|---------------------------------------------------------------------|
 GD1474
 GD1474                          SUPERSEDED SURVEY CONTROL
 GD1474
 GD1474  NAD 83(1995)-  36 07 31.24090(N)    088 01 05.57010(W) AD(       ) 2
 GD1474  NAD 83(1995)-  36 07 31.24091(N)    088 01 05.57190(W) AD(       ) 2
 GD1474  NAD 83(1986)-  36 07 31.24800(N)    088 01 05.56686(W) AD(       ) 2
 GD1474  NAD 27      -  36 07 31.03800(N)    088 01 05.44300(W) AD(       ) 2
 GD1474
 GD1474.Superseded values are not recommended for survey control.
 GD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1474.See file dsdata.txt to determine how the superseded data were derived.
 GD1474
 GD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0837598331(NAD 83)
 GD1474_MARKER: DS = TRIANGULATION STATION DISK
 GD1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1474
 GD1474  HISTORY     - Date     Condition        Report By
 GD1474  HISTORY     - 1952     MONUMENTED       CGS
 GD1474  HISTORY     - 1968     GOOD             CGS
 GD1474  HISTORY     - 1969     GOOD             CGS
 GD1474  HISTORY     - 1971     GOOD             TVA
 GD1474
 GD1474                          STATION DESCRIPTION
 GD1474
 GD1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1474'STATION IS LOCATED 6 MILES NORTHEAST OF CAMDEN ON PROPERTY OWNED BY
 GD1474'MR. MASON BERRY.  IT IS 147 FEET SOUTH OF THE CENTER OF A PAVED
 GD1474'ROAD, 46 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 14 FEET EAST
 GD1474'OF THE CENTER OF A FARM LANE AND 7 FEET WEST OF A WHITE WITNESS
 GD1474'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FLATWOOD
 GD1474'1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 1 IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GD1474'THE HOUSE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4
 GD1474'INCHES AND THE DISK IS STAMPED FLATWOOD NO 1 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE CENTER OF THE PAVED
 GD1474'ROAD, 22 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE AND 8 FEET
 GD1474'WEST OF THE CENTER OF THE FARM LANE.  THE MARK IS FLUSH AND THE
 GD1474'DISK IS STAMPED FLATWOOD NO 2 1952.
 GD1474'
 GD1474'AZIMUTH MARK IS 91 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 16
 GD1474'FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 2 FEET NORTH OF A WHITE
 GD1474'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS
 GD1474'FLUSH AND THE DISK IS STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'TO REACH THE STATION FROM THE BENTON COUNTY COURTHOUSE IN CAMDEN, GO
 GD1474'NORTH ON STATE HIGHWAY 69 FOR 0.5 MILE TO A PAVED ROAD NORTH,
 GD1474'HIGHWAY 69 TURNS TO THE WEST, GO NORTH AND EAST ON THE PAVED ROAD
 GD1474'FOR 6.2 MILES TO A FORK AND THE FLATWOOD METHODIST CHURCH ON THE
 GD1474'LEFT, TAKE THE LEFT FORK AND GO 0.2 MILE TO THE AZIMUTH MARK ON
 GD1474'THE LEFT AS DESCRIBED, CONTINUE FOR 0.5 MILE TO THE STATION ON
 GD1474'THE RIGHT AS DESCRIBED.
 GD1474'
 GD1474'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GD1474
 GD1474                          STATION RECOVERY (1968)
 GD1474
 GD1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1474'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1474'CONDITION.
 GD1474'
 GD1474'DUE TO CHANGES IN THE ROADS, AND THE TERRAIN AT THE STATION SITE, THE
 GD1474'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 GD1474'
 GD1474'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1474'
 GD1474'THE STATION IS LOCATED AT AN OLD HOME SITE ON THE PROPERTY OF MRS.
 GD1474'MASON BERRY, ABOUT 6 MILES NORTHEAST OF CAMDEN AND 0.75 OF A MILE
 GD1474'EAST OF THE FLATWOOD METHODIST CHURCH AND CEMETERY.
 GD1474'
 GD1474'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE BENTON COUNTY
 GD1474'COURTHOUSE IN CAMDEN, GO NORTHERLY ON STATE ROUTE 69 FOR 0.5 OF A
 GD1474'MILE TO WHERE STATE ROUTE 69 TURNS LEFT, WEST, AND A PAVED ROAD
 GD1474'CONTINUES STRAIGHT AHEAD.  HERE CONTINUE STRAIGHT AHEAD ON THE
 GD1474'PAVED ROAD AND GO NORTH-NORTHEASTERLY FOR 2.6 MILES TO A FORK, KEEP
 GD1474'THE RIGHT FORK IN A GENERAL NORTHEASTERLY DIRECTION AND GO 3.75
 GD1474'MILES TO A FORK, THE FLATWOOD METHODIST CHURCH ON THE LEFT AND A
 GD1474'LARGE CEMETERY IN THE SOUTHEAST ANGLE.  HERE KEEP THE LEFT FORK
 GD1474'NORTHEASTERLY AND EAST FOR 0.05 OF A MILE TO A PAVED ROAD LEFT
 GD1474'JUST EAST OF THE CHURCH, CONTINUE STRAIGHT AHEAD AND GO EAST ON THE
 GD1474'PAVED ROAD FOR 0.2 OF A MILE TO THE HOME OF MR. B. T. HARDIN ON
 GD1474'THE LEFT AND THE AZIMUTH IN HIS YARD AS DESCRIBED.  CONTINUE EAST
 GD1474'ON THE PAVED ROAD FOR 0.5 OF A MILE TO A DRIVEWAY ON THE RIGHT
 GD1474'LEADING INTO AN OLD HOME SITE, ALL THE BUILDINGS NOW TORN DOWN, AND
 GD1474'THE STATION IN A DENSE GROWTH OF UNDERBRUSH AND BRIARS AS
 GD1474'DESCRIBED.
 GD1474'
 GD1474'THE STATION IS 147 FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 GD1474'ROAD, 105 FEET SOUTHWEST OF A 20-INCH PECAN TREE, 90 FEET SOUTH OF
 GD1474'AN 18-INCH COTTONWOOD TREE, 49 FEET EAST OF AN 18-INCH APPLE TREE,
 GD1474'28 FEET SOUTH OF THE CENTER OF AN OLD WELL CASING,
 GD1474'AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1474'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1474'MONUMENT THAT PROJECTS 4 INCHES
 GD1474'AND THE DISK IS STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE 20-INCH PECAN TREE, 8
 GD1474'FEET EAST OF A 7-INCH, TRIPLE TRUNKED PEACH TREE, 6.5 FEET WEST OF A
 GD1474'6-INCH WINGED ELM TREE, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS
 GD1474'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1474'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FLATWOOD
 GD1474'NO 1 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1474'THE PAVED ROAD, 23 FEET SOUTHWEST OF THE 18-INCH COTTONWOOD TREE,
 GD1474'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN, AND IN A DENSE
 GD1474'TANGLE OF SAPLINGS, BRIARS, AND HONEYSUCKLE.  IT IS A STANDARD DISK
 GD1474'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1474'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLATWOOD NO 2 1952.  NOTE
 GD1474'11A.
 GD1474'
 GD1474'DUE TO THE DENSE GROWTH OF UNDERGROWTH AND BRIARS AT THE SITE, THE
 GD1474'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE REFERENCE
 GD1474'MARKS WERE NOT VERIFIED, AND THE DISTANCE BETWEEN THE REFERENCE
 GD1474'MARKS WAS NOT MEASURED.
 GD1474'
 GD1474'THE AZIMUTH MARK IS IN THE YARD OF MR. B. T. HARDIN, 97 FEET NORTH OF
 GD1474'THE APPROXIMATE CENTER OF THE PAVED ROAD, 37 FEET SOUTH-SOUTHEAST OF
 GD1474'THE NORTHEAST CORNER OF THE DWELLING HOUSE, 30.5 FEET SOUTH OF THE
 GD1474'SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE, 16.5 FEET EAST OF
 GD1474'THE SOUTHEAST CORNER OF THE DWELLING HOUSE, 2.0 FEET NORTH OF A
 GD1474'WOODEN WITNESS POST, AND JUST NORTH OF A SMALL MOCK ORANGE BUSH.
 GD1474'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GD1474'CONCRETE MONUMENT AND THE DISK IS STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'NO WITNESS POST WAS SET AT THE AZIMUTH MARK BECAUSE OF ITS LOCATION
 GD1474'IN A LANDSCAPED AREA.
 GD1474
 GD1474                          STATION RECOVERY (1969)
 GD1474
 GD1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1474'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1474'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 GD1474'THE AZIMUTH MARK AND THE REFERENCE MARKS.  A DISCREPANCY OF 00 DEG
 GD1474'01 MIN 12.6 SEC WAS NOTED IN THE ANGLE BETWEEN THE AZIMUTH MARK
 GD1474'AND REFERENCE MARK NO. 1, HOWEVER, THE ANGLE FOR REFERENCE MARK
 GD1474'NO. 2 CHECKED WELL WITHIN THE ALLOWABLE.  VERTICAL ANGLE
 GD1474'OBSERVATIONS WERE OBSERVED BETWEEN THE STATION MARK AND THE
 GD1474'REFERENCE MARKS AND BETWEEN THE REFERENCE MARKS AND SLOPE DISTANCES
 GD1474'MEASURED.  WHEN THESE MEASUREMENTS WERE REDUCED TO
 GD1474'HORIZONTAL A DISCREPANCY OF 0.02 OF A FOOT WAS NOTED TO REFERENCE
 GD1474'MARK NO. 1 AND 0.05 OF A FOOT TO REFERENCE MARK NO. 2.
 GD1474'
 GD1474'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1474'
 GD1474'THE STATION IS LOCATED AT AN OLD ABANDONED HOME SITE ON THE PROPERTY
 GD1474'OF MRS. MASON BERRY, ABOUT 6 MILES NORTHEAST OF CAMDEN AND 0.75 OF A
 GD1474'MILE EAST OF THE FLATWOOD METHODIST CHURCH AND CEMETERY.
 GD1474'
 GD1474'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE BENTON COUNTY
 GD1474'COURTHOUSE IN CAMDEN, GO NORTHERLY ON STATE ROUTE 69 FOR 0.5 OF A
 GD1474'MILE TO WHERE STATE ROUTE 69 TURNS LEFT, WEST, AND A PAVED ROAD
 GD1474'CONTINUES STRAIGHT AHEAD, NORTH.  HERE CONTINUE STRAIGHT AHEAD ON
 GD1474'THE PAVED ROAD AND GO NORTH-NORTHEASTERLY FOR 2.6 MILES TO A FORK,
 GD1474'KEEP THE RIGHT FORK IN A GENERAL NORTHEASTERLY DIRECTION AND GO
 GD1474'3.75 MILES TO A FORK, THE FLATWOOD METHODIST CHURCH ON THE LEFT AND
 GD1474'A LARGE CEMETERY IN THE SOUTHEAST ANGLE.  HERE KEEP LEFT FORK
 GD1474'NORTHEASTERLY AND EAST FOR 0.05 OF A MILE TO A PAVED ROAD LEFT
 GD1474'JUST EAST OF THE CHURCH, CONTINUE STRAIGHT AHEAD AND GO EAST ON
 GD1474'THE PAVED ROAD FOR 0.2 OF A MILE TO THE HOME OF MR. B. T. HARDIN ON
 GD1474'THE LEFT AND THE AZIMUTH MARK IN HIS YARD AS DESCRIBED.  CONTINUE
 GD1474'EAST ON THE PAVED ROAD FOR 0.5 OF A MILE TO A DRIVEWAY ON THE
 GD1474'RIGHT LEADING INTO AN OLD HOME SITE, ALL THE BUILDINGS NOW TORN
 GD1474'DOWN, AND THE STATION IN A DENSE GROWTH OF UNDERBRUSH AND BRIARS
 GD1474'AS DESCRIBED.
 GD1474'
 GD1474'THE STATION IS 147 FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 GD1474'ROAD, 105 FEET SOUTHWEST OF A 20-INCH PECAN TREE, 90 FEET SOUTH OF
 GD1474'AN 18-INCH COTTONWOOD TREE, 49 FEET EAST OF AN
 GD1474'18-INCH APPLE TREE, 28 FEET SOUTH OF THE CENTER OF AN OLD WELL
 GD1474'CASING, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1474'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1474'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED FLATWOOD
 GD1474'1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE 20-INCH PECAN TREE, 8
 GD1474'FEET EAST OF A 7-INCH, TRIPLE TRUNKED PEACH TREE, 6.5 FEET WEST OF A
 GD1474'6-INCH WINGED ELM TREE, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS
 GD1474'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1474'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FLATWOOD
 GD1474'NO 1 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1474'THE PAVED ROAD, 23 FEET SOUTHWEST OF THE 18-INCH COTTONWOOD TREE,
 GD1474'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN, AND IN A DENSE
 GD1474'TANGLE OF SAPLINGS, BRIARS, AND HONEYSUCKLE.  IT IS A STANDARD DISK
 GD1474'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1474'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLATWOOD NO 2 1952.
 GD1474'
 GD1474'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1474'REFERENCE MARK NO. 2 IS 127.05 FEET - 38.726 METERS.
 GD1474'
 GD1474'THE AZIMUTH MARK IS IN THE SIDE YARD OF MR. B. T. HARDIN, 97 FEET
 GD1474'NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 37 FEET
 GD1474'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE DWELLING HOUSE, 30.5
 GD1474'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE,
 GD1474'16.5 FEET EAST OF THE SOUTHEAST CORNER OF THE DWELLING HOUSE, 2.0
 GD1474'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND JUST NORTH OF A SMALL
 GD1474'MOCK ORANGE BUSH.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1474'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1474'STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'NO WITNESS POST WAS SET AT THE AZIMUTH MARK BECAUSE OF ITS LOCATION
 GD1474'IN A LANDSCAPED AND TENDED AREA.
 GD1474'
 GD1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 6 MILES
 GD1474'NORTHEAST OF CAMDEN.
 GD1474
 GD1474                          STATION RECOVERY (1971)
 GD1474
 GD1474'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (ETC)
 GD1474'REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION AS
 GD1474'DESCRIBED.
 GD1474'
 GD1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 6.0 MILES NE OF
 GD1474'CAMDEN, TN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1594 ***********************************************************************
 FD1594  DESIGNATION -  FLATWOODS
 FD1594  PID         -  FD1594
 FD1594  STATE/COUNTY-  TN/WAYNE
 FD1594  USGS QUAD   -  LEATHERWOOD (1968)
 FD1594
 FD1594                         *CURRENT SURVEY CONTROL
 FD1594  ___________________________________________________________________
 FD1594* NAD 83(1995)-  35 28 30.52618(N)    087 51 46.04862(W)     ADJUSTED  
 FD1594* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 FD1594  ___________________________________________________________________
 FD1594  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FD1594  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1594
 FD1594  HORZ ORDER  -  SECOND
 FD1594
 FD1594.The horizontal coordinates were established by classical geodetic methods
 FD1594.and adjusted by the National Geodetic Survey in April 1999..
 FD1594
 FD1594.The orthometric height was scaled from a topographic map.
 FD1594
 FD1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1594
 FD1594.The geoid height was determined by GEOID03.
 FD1594
 FD1594;                    North         East     Units Scale Factor Converg.
 FD1594;SPC TN       -   128,292.293   430,953.669   MT  0.99996790   -1 05 26.0
 FD1594;SPC TN       -   420,905.63  1,413,887.16   sFT  0.99996790   -1 05 26.0
 FD1594;UTM  16      - 3,926,079.081   421,725.714   MT  0.99967550   -0 30 02.7
 FD1594
 FD1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1594!SPC TN       -   0.99996267  x   0.99996790  =   0.99993057
 FD1594!UTM  16      -   0.99996267  x   0.99967550  =   0.99963818
 FD1594
 FD1594|---------------------------------------------------------------------|
 FD1594| PID    Reference Object                     Distance      Geod. Az  |
 FD1594|                                                           dddmmss.s |
 FD1594| CG5789 FLATWOODS RM 1                       27.188 METERS 09533     |
 FD1594| CG5788 FLATWOODS AZ MK                                    1454423.4 |
 FD1594| CG5790 FLATWOODS RM 2                       22.598 METERS 15116     |
 FD1594| FD1613 CLIFTON                             APPROX.11.9 KM 2384716.4 |
 FD1594|---------------------------------------------------------------------|
 FD1594
 FD1594                          SUPERSEDED SURVEY CONTROL
 FD1594
 FD1594  NAD 83(1995)-  35 28 30.53128(N)    087 51 46.04959(W) AD(       ) 2
 FD1594  NAD 83(1995)-  35 28 30.53127(N)    087 51 46.04944(W) AD(       ) 2
 FD1594  NAD 83(1986)-  35 28 30.53609(N)    087 51 46.04906(W) AD(       ) 2
 FD1594  NAD 27      -  35 28 30.27200(N)    087 51 45.95200(W) AD(       ) 2
 FD1594
 FD1594.Superseded values are not recommended for survey control.
 FD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1594.See file dsdata.txt to determine how the superseded data were derived.
 FD1594
 FD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2172626079(NAD 83)
 FD1594_MARKER: DS = TRIANGULATION STATION DISK
 FD1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1594
 FD1594  HISTORY     - Date     Condition        Report By
 FD1594  HISTORY     - 1934     MONUMENTED       CGS
 FD1594  HISTORY     - 1950     GOOD             TVA
 FD1594  HISTORY     - 1962     GOOD             CGS
 FD1594
 FD1594                          STATION DESCRIPTION
 FD1594
 FD1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1594'ABOUT 9.5 MILES NORTHEAST OF CLIFTON, IN FORKS OF ROAD, 220 FEET
 FD1594'SOUTHWEST OF ROAD
 FD1594'INTERSECTION, 83 FEET WEST OF EAST FORK, 150 FEET
 FD1594'EAST OF WEST FORK, AND 18.8 FEET
 FD1594'SOUTHWEST OF 36-INCH OAK TREE.  TO
 FD1594'REACH FROM JUNCTION OF STATE ROUTES 13 AND 20 IN
 FD1594'LINDEN, FOLLOW
 FD1594'ROUTES 13 AND 20 SOUTH 1.15 MILES, KEEP STRAIGHT AHEAD ON ROUTE 13
 FD1594'AND GO 8.00
 FD1594'MILES, CONTINUE STRAIGHT AHEAD (UP HILL) ON DIRT ROAD
 FD1594'WHERE ROUTE 13 BEARS LEFT, AND
 FD1594'FOLLOW THIS MAIN ROAD 2.40 MLES TO
 FD1594'STATION IN FORKS OF ROAD.  SURFACE AND
 FD1594'UNDERGROUND MARKS ARE STANDARD
 FD1594'STATION DISKS IN CONCRETE.  REFERENCE
 FD1594'AND AZIMUTH
 FD1594'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO 1 IS
 FD1594'EAST SIDE OF EAST
 FD1594'FORK OF ROAD AND 89.20 FEET FROM STATION S 84 DEG 27 MIN E.
 FD1594'NO 2 IS ABOUT 50
 FD1594'FEET WEST OF EAST FORK OF ROAD AND
 FD1594'74.14 FEET FROM STATION S 28 DEG 16 MIN E.
 FD1594'AZIMUTH MARK IS
 FD1594'ALONG EAST FORK OF ROAD, ON SUMMIT OF SLIGHT RISE, ON BANK ON EAST
 FD1594'SIDE OF ROAD, 8
 FD1594'FEET EAST OF CENTER OF ROAD, 2 FEET SOUTHEAST OF
 FD1594'24-INCH PINE TREE, AND 0.2 MILE
 FD1594'FROM STATION S 34 DEG 16 MIN E.
 FD1594
 FD1594                          STATION RECOVERY (1950)
 FD1594
 FD1594'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (MAH)
 FD1594'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED FLATWOODS 1934.
 FD1594'STEEL POST WITH
 FD1594'CONTROL MARKER SIGN SET 2 FEET E OF MARKER.
 FD1594'
 FD1594'AZIMUTH MARK RECOVERED IN GOOD CONDITION AND IS STAMPED AZ FLATWOOD
 FD1594'1934.  STEEL POST
 FD1594'WITH CONTROL MARKER SIGN SET 2 FEET SW OF MARKER.
 FD1594'DELETE-2 FEET SE OF 24-INCH PINE.
 FD1594'
 FD1594'STATION IS LOCATED 9.5 MILES NE OF CLIFTON.
 FD1594
 FD1594                          STATION RECOVERY (1962)
 FD1594
 FD1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1594'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1594'RECOVERED AND FOUND IN
 FD1594'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1594'THE AZIMUTH MARK BUT IT
 FD1594'COULD NOT BE FOUND.  THE TENNESSEE EASTERN
 FD1594'PIPELINE COMPANY HAVE A LINE RUNNING
 FD1594'THROUGH THE SITE OF THE AZIMUTH
 FD1594'MARK AND THERE IS A LARGE VALVE CONTROL STATION AT THIS
 FD1594'SITE.  IT IS
 FD1594'ASSUMED THAT THE MARK WAS DESTROYED DURING THE BUILDING OF THIS VALVE
 FD1594'STATION.  THE
 FD1594'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING
 FD1594'IS A NEW AND COMPLETE DESCRIPTION.
 FD1594'
 FD1594'THE STATION IS ON THE PROPERTY OF ROY JR HAGGARD NEAR THE TOP OF THE
 FD1594'NEW ERA RIDGE, ABOUT 9.5
 FD1594'MILES NORTHEAST OF CLIFTON, 2 MILES WEST OF
 FD1594'FLATWOODS, 0.5 MILE SOUTHWEST OF
 FD1594'THE WHITAKER BEND OF THE BUFFALO
 FD1594'RIVER, AND ON OR VERY NEAR THE WAYNE-PERRY COUNTY LINE.
 FD1594'
 FD1594'TO REACH THE STATION FROM THE POST OFFICE IN FLAT WOODS, GO WEST AND
 FD1594'NORTHWEST ON STATE ROUTE 13
 FD1594'FOR 1.0 MILE TO A BRIDGE OVER THE BUFFALO RIVER,
 FD1594'CONTINUE NORTHWEST FOR 1.5 MILES TO
 FD1594'A GRAVELED T ROAD SHARP LEFT
 FD1594'(MEAT ROAD), HERE TURN SHARP LEFT AND GO SOUTHWESTERLY
 FD1594'AND SOUTH ON
 FD1594'MEAT ROAD FOR 2.3 MILES TO A FORK AT THE SUMMIT OF THE RIDGE AND A
 FD1594'12-INCH, TRIANGLE
 FD1594'BALZED HICKORY TREE IN THE CENTER OF THE FORKS.
 FD1594'HERE KEEP THE LEFT FORK FOR ABOUT 45
 FD1594'YARDS TO A 10-INCH, TRIANGLE
 FD1594'BLAZED HICKORY TREE ON THE LEFT AND THE STATION ON THE
 FD1594'RIGHT BETWEEN TWO ROADS.
 FD1594'
 FD1594'THE STATION IS IN DENSE WOODS BETWEEN THE TWO ROADS, 150 FEET EAST OF
 FD1594'THE APPROXIMATE CENTER
 FD1594'OF THE WEST FORK, 75 FEET SOUTHWEST OF THE
 FD1594'APPROXIMATE CENTER OF THE EAST FORK,
 FD1594'AND 1.8 FEET SOUTHWEST OF A
 FD1594'METAL WITNESS POST AND TVA SIGN.  IT IS A STANDARD DISK
 FD1594'SET IN THE TOP
 FD1594'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND
 FD1594'THE DISK IS STAMPED FLATWOODS 1934.
 FD1594'
 FD1594'REFERENCE MARK NO 1 IS 60 FEET SOUTH OF A 10-INCH, TRIANGLE BLAZED
 FD1594'HICKORY TREE, 8 FEET
 FD1594'SOUTH OF A SMALL, TWIN TRUNKED OAK TREE AND 7 FEET EAST
 FD1594'OF THE APPROXIMATE CENTER OF
 FD1594'THE EAST FORK OF ROAD.  IT IS A STANDARD
 FD1594'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1594'CONCRETE MONUMENT THAT
 FD1594'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLATWOODS NO 1 1934.
 FD1594'
 FD1594'REFERENCE MARK NO 2 IS IN DENSE WOODS, 56 FEET WEST OF THE
 FD1594'APPROXIMATE CENTER OF THE
 FD1594'EAST FORK OF THE ROADS AND 15 FEET EAST OF A 10-INCH, TRIANGLE
 FD1594'BLAZED CHESTNUT OAK TREE.
 FD1594'IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1594'12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1594'PROJECTS 4 INCHES AND THE DISK
 FD1594'IS STAMPED FLATWOODS NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0435 ***********************************************************************
 FF0435  DESIGNATION -  FLOOD
 FF0435  PID         -  FF0435
 FF0435  STATE/COUNTY-  TN/SHELBY
 FF0435  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0435
 FF0435                         *CURRENT SURVEY CONTROL
 FF0435  ___________________________________________________________________
 FF0435* NAD 83(1995)-  35 04 55.14241(N)    090 04 36.03655(W)     ADJUSTED  
 FF0435* NAVD 88     -        73.497  (meters)     241.13   (feet)  ADJUSTED  
 FF0435  ___________________________________________________________________
 FF0435  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FF0435  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0435  DYNAMIC HT  -          73.430 (meters)     240.91  (feet)  COMP
 FF0435  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FF0435
 FF0435  HORZ ORDER  -  SECOND
 FF0435  VERT ORDER  -  SECOND    CLASS 0
 FF0435
 FF0435.The horizontal coordinates were established by classical geodetic methods
 FF0435.and adjusted by the National Geodetic Survey in April 1999..
 FF0435
 FF0435.The orthometric height was determined by differential leveling
 FF0435.and adjusted by the National Geodetic Survey in June 1991..
 FF0435
 FF0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0435
 FF0435.The geoid height was determined by GEOID03.
 FF0435
 FF0435.The dynamic height is computed by dividing the NAVD 88
 FF0435.geopotential number by the normal gravity value computed on the
 FF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0435.degrees latitude (g = 980.6199 gals.).
 FF0435
 FF0435.The modeled gravity was interpolated from observed gravity values.
 FF0435
 FF0435;                    North         East     Units Scale Factor Converg.
 FF0435;SPC TN       -    90,806.323   228,314.111   MT  1.00003390   -2 23 11.9
 FF0435;SPC TN       -   297,920.41    749,060.55   sFT  1.00003390   -2 23 11.9
 FF0435;SPC AR N     -    84,769.634   575,385.655   MT  0.99997410   +1 07 09.0
 FF0435;SPC AR N     -   278,115.04  1,887,744.44   sFT  0.99997410   +1 07 09.0
 FF0435;UTM  15      - 3,886,044.800   766,531.294   MT  1.00047560   +1 40 52.2
 FF0435;UTM  16      - 3,886,466.091   219,482.350   MT  1.00056993   -1 46 10.1
 FF0435
 FF0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0435!SPC TN       -   0.99999275  x   1.00003390  =   1.00002665
 FF0435!SPC AR N     -   0.99999275  x   0.99997410  =   0.99996685
 FF0435!UTM  15      -   0.99999275  x   1.00047560  =   1.00046834
 FF0435!UTM  16      -   0.99999275  x   1.00056993  =   1.00056267
 FF0435
 FF0435:                Primary Azimuth Mark                     Grid Az
 FF0435:SPC TN       -  TS K 1                                   123 50 54.1
 FF0435:SPC AR N     -  TS K 1                                   120 20 33.2
 FF0435:UTM  15      -  TS K 1                                   119 46 50.0
 FF0435:UTM  16      -  TS K 1                                   123 13 52.3
 FF0435
 FF0435|---------------------------------------------------------------------|
 FF0435| PID    Reference Object                     Distance      Geod. Az  |
 FF0435|                                                           dddmmss.s |
 FF0435| FF0434 TS K 1                              APPROX. 0.8 KM 1212742.2 |
 FF0435| FF0436 FLOOD RM 1                            5.633 METERS 27714     |
 FF0435| FF0437 FLOOD RM 2                            6.333 METERS 34644     |
 FF0435|---------------------------------------------------------------------|
 FF0435
 FF0435                          SUPERSEDED SURVEY CONTROL
 FF0435
 FF0435  NAD 83(1995)-  35 04 55.14462(N)    090 04 36.03629(W) AD(       ) 2
 FF0435  NAD 83(1995)-  35 04 55.14863(N)    090 04 36.03654(W) AD(       ) 2
 FF0435  NAD 83(1986)-  35 04 55.15245(N)    090 04 36.03784(W) AD(       ) 2
 FF0435  NAD 27      -  35 04 54.82240(N)    090 04 35.70110(W) AD(       ) 2
 FF0435  NGVD 29 (??/??/??)   73.465  (m)          241.03   (f) ADJUSTED    2 0
 FF0435
 FF0435.Superseded values are not recommended for survey control.
 FF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0435.See file dsdata.txt to determine how the superseded data were derived.
 FF0435
 FF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6653186045(NAD 83)
 FF0435_MARKER: DE = TRAVERSE STATION DISK
 FF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0435_STAMPING: FLOOD 1959
 FF0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0435+STABILITY: SURFACE MOTION
 FF0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0435+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0435
 FF0435  HISTORY     - Date     Condition        Report By
 FF0435  HISTORY     - 1959     MONUMENTED       CGS
 FF0435  HISTORY     - 1959     GOOD             CGS
 FF0435  HISTORY     - 19950303 GOOD             TN1620
 FF0435  HISTORY     - 19960506 GOOD             USE
 FF0435  HISTORY     - 20021029 GOOD             USACE
 FF0435
 FF0435                          STATION DESCRIPTION
 FF0435
 FF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0435'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DOWNTOWN MEMPHIS
 FF0435'AND ON TOP OF THE NORTH LEVEE OF THE NONCONNAH CREEK DRAINAGE
 FF0435'CANAL AND NEAR THE SOUTHEAST FLOOD WALL WHERE THE Y. AND M. V.
 FF0435'RAILROAD PASSES THROUGH THE LEVEE.  IT IS 16 FEET SOUTHEAST
 FF0435'OF THE FLOOD WALL AND 9 FEET SOUTHEAST OF A WITNESS POST.
 FF0435'IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FF0435'POST WHICH IS FLUSH WITH THE GROUND AND IS STAMPED FLOOD 1959.
 FF0435'
 FF0435'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE SOUTHWEST
 FF0435'CORNER OF THE FLOOD WALL AND IS STAMPED FLOOD NO 1 1959.
 FF0435'
 FF0435'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE NORTHEAST
 FF0435'CORNER OF THE FLOOD WALL AND IS STAMPED FLOOD NO 2 1959.
 FF0435'
 FF0435'STATION TS-KL WAS USED AS THE AZIMUTH MARK.
 FF0435'
 FF0435'TO REACH FROM THE INTERSECTION OF FLORIDA STREET AND MALLORY
 FF0435'AVENUE IN SOUTH MEMPHIS GO SOUTH ON FLORIDA STREET FOR 0.6 MILES,
 FF0435'TURN RIGHT ALONG TOP OF LEVEE AND GO 0.85 MILES TO THE STATION
 FF0435'IN CENTER OF LEVEE.
 FF0435
 FF0435                          STATION RECOVERY (1959)
 FF0435
 FF0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0435'IN MEMPHIS.
 FF0435'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA STREET AND
 FF0435'MALLORY AVENUE, IN SOUTH MEMPHIS, GO SOUTH ON FLORIDA STREET FOR
 FF0435'0.6 MILES, TURN LEFT ONTO TOP OF LEVEE AND GO 0.85 MILES TO THE
 FF0435'STATION IN CENTER OF LEVEE.  IT IS ABOUT 4.5 MILES SOUTH OF
 FF0435'DOWNTOWN MEMPHIS AND ON TOP OF THE NORTH LEVEE OF THE
 FF0435'NONCONNAH CREEK DRAINAGE CANAL AND NEAR THE SOUTHEAST FLOOD
 FF0435'WALL WHERE THE Y. AND M. V. RAILROAD PASSES THROUGH THE LEVEE.
 FF0435'IT IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0435'WHICH IS FLUSH WITH THE SURFACE OF THE TOP OF THE LEVEE, 16
 FF0435'FEET SOUTHEAST OF THE FLOOD WALL AND 9 FEET SOUTHEAST OF A
 FF0435'WITNESS POST.  IT IS 0.5 MILE WEST OF TS-K1.
 FF0435
 FF0435                          STATION RECOVERY (1995)
 FF0435
 FF0435'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0435'RECOVERED IN GOOD CONDITION.
 FF0435
 FF0435                          STATION RECOVERY (1996)
 FF0435
 FF0435'RECOVERY NOTE BY US ENGINEERS 1996 (ACP)
 FF0435'NO NEED FOR CHANGES IN DESCRIPTION.
 FF0435
 FF0435                          STATION RECOVERY (2002)
 FF0435
 FF0435'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0436 ***********************************************************************
 FF0436  DESIGNATION -  FLOOD RM 1
 FF0436  PID         -  FF0436
 FF0436  STATE/COUNTY-  TN/SHELBY
 FF0436  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0436
 FF0436                         *CURRENT SURVEY CONTROL
 FF0436  ___________________________________________________________________
 FF0436* NAD 83(1986)-  35 04 55.     (N)    090 04 35.     (W)     SCALED    
 FF0436* NAVD 88     -        72.818  (meters)     238.90   (feet)  ADJUSTED  
 FF0436  ___________________________________________________________________
 FF0436  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0436  DYNAMIC HT  -          72.751 (meters)     238.68  (feet)  COMP
 FF0436  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FF0436
 FF0436  VERT ORDER  -  SECOND    CLASS 0
 FF0436
 FF0436.The horizontal coordinates were scaled from a topographic map and have
 FF0436.an estimated accuracy of +/- 6 seconds.
 FF0436
 FF0436.The orthometric height was determined by differential leveling
 FF0436.and adjusted by the National Geodetic Survey in June 1991..
 FF0436
 FF0436.The geoid height was determined by GEOID03.
 FF0436
 FF0436.The dynamic height is computed by dividing the NAVD 88
 FF0436.geopotential number by the normal gravity value computed on the
 FF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0436.degrees latitude (g = 980.6199 gals.).
 FF0436
 FF0436.The modeled gravity was interpolated from observed gravity values.
 FF0436
 FF0436;                    North         East    Units  Estimated Accuracy
 FF0436;SPC TN       -    90,800.      228,340.      MT  (+/- 180 meters Scaled)
 FF0436
 FF0436                          SUPERSEDED SURVEY CONTROL
 FF0436
 FF0436  NGVD 29 (??/??/??)   72.786  (m)          238.80   (f) ADJUSTED    2 0
 FF0436
 FF0436.Superseded values are not recommended for survey control.
 FF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0436.See file dsdata.txt to determine how the superseded data were derived.
 FF0436
 FF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665860(NAD 83)
 FF0436_MARKER: DR = REFERENCE MARK DISK
 FF0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0436_SP_SET: WALL
 FF0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0436+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0436
 FF0436  HISTORY     - Date     Condition        Report By
 FF0436  HISTORY     - 1959     MONUMENTED       CGS
 FF0436  HISTORY     - 1959     GOOD             CGS
 FF0436  HISTORY     - 19950303 GOOD             TN1620
 FF0436  HISTORY     - 20021029 GOOD             USACE
 FF0436
 FF0436                          STATION DESCRIPTION
 FF0436
 FF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0436'IN MEMPHIS.
 FF0436'IT IS LOCATED AT THE FLOOD 1959 STATION SITE.  IT IS CEMENTED
 FF0436'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE FLOOD WALL, 18.5
 FF0436'FEET WEST OF FLOOD 1959, SET FLUSH WITH THE SURFACE OF THE
 FF0436'WALL.
 FF0436
 FF0436                          STATION RECOVERY (1995)
 FF0436
 FF0436'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0436'RECOVERED IN GOOD CONDITION.
 FF0436
 FF0436                          STATION RECOVERY (2002)
 FF0436
 FF0436'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0437 ***********************************************************************
 FF0437  DESIGNATION -  FLOOD RM 2
 FF0437  PID         -  FF0437
 FF0437  STATE/COUNTY-  TN/SHELBY
 FF0437  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0437
 FF0437                         *CURRENT SURVEY CONTROL
 FF0437  ___________________________________________________________________
 FF0437* NAD 83(1986)-  35 04 54.     (N)    090 04 34.     (W)     SCALED    
 FF0437* NAVD 88     -        72.816  (meters)     238.90   (feet)  ADJUSTED  
 FF0437  ___________________________________________________________________
 FF0437  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0437  DYNAMIC HT  -          72.750 (meters)     238.68  (feet)  COMP
 FF0437  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FF0437
 FF0437  VERT ORDER  -  SECOND    CLASS 0
 FF0437
 FF0437.The horizontal coordinates were scaled from a topographic map and have
 FF0437.an estimated accuracy of +/- 6 seconds.
 FF0437
 FF0437.The orthometric height was determined by differential leveling
 FF0437.and adjusted by the National Geodetic Survey in June 1991..
 FF0437
 FF0437.The geoid height was determined by GEOID03.
 FF0437
 FF0437.The dynamic height is computed by dividing the NAVD 88
 FF0437.geopotential number by the normal gravity value computed on the
 FF0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0437.degrees latitude (g = 980.6199 gals.).
 FF0437
 FF0437.The modeled gravity was interpolated from observed gravity values.
 FF0437
 FF0437;                    North         East    Units  Estimated Accuracy
 FF0437;SPC TN       -    90,770.      228,360.      MT  (+/- 180 meters Scaled)
 FF0437
 FF0437                          SUPERSEDED SURVEY CONTROL
 FF0437
 FF0437  NGVD 29 (??/??/??)   72.785  (m)          238.80   (f) ADJUSTED    2 0
 FF0437
 FF0437.Superseded values are not recommended for survey control.
 FF0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0437.See file dsdata.txt to determine how the superseded data were derived.
 FF0437
 FF0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665860(NAD 83)
 FF0437_MARKER: DR = REFERENCE MARK DISK
 FF0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0437_SP_SET: WALL
 FF0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0437+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0437
 FF0437  HISTORY     - Date     Condition        Report By
 FF0437  HISTORY     - 1959     MONUMENTED       CGS
 FF0437  HISTORY     - 1959     GOOD             CGS
 FF0437  HISTORY     - 19950303 GOOD             TN1620
 FF0437  HISTORY     - 20021029 GOOD             USACE
 FF0437
 FF0437                          STATION DESCRIPTION
 FF0437
 FF0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0437'IN MEMPHIS.
 FF0437'IT IS LOCATED AT THE FLOOD 1959 STATION SITE.  IT IS CEMENTED
 FF0437'IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE FLOOD WALL, 20.8
 FF0437'FEET NORTH-NORTHWEST OF FLOOD 1959, SET FLUSH WITH THE SURFACE
 FF0437'OF THE WALL.
 FF0437
 FF0437                          STATION RECOVERY (1995)
 FF0437
 FF0437'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0437'RECOVERED IN GOOD CONDITION.
 FF0437
 FF0437                          STATION RECOVERY (2002)
 FF0437
 FF0437'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2255 ***********************************************************************
 GC2255  DESIGNATION -  FORD
 GC2255  PID         -  GC2255
 GC2255  STATE/COUNTY-  TN/DAVIDSON
 GC2255  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2255
 GC2255                         *CURRENT SURVEY CONTROL
 GC2255  ___________________________________________________________________
 GC2255* NAD 83(1995)-  36 09 53.93262(N)    086 48 56.94266(W)     ADJUSTED  
 GC2255* NAVD 88     -       156.8    (meters)     514.     (feet)  VERTCON   
 GC2255  ___________________________________________________________________
 GC2255  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2255  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2255
 GC2255  HORZ ORDER  -  SECOND
 GC2255
 GC2255.The horizontal coordinates were established by classical geodetic methods
 GC2255.and adjusted by the National Geodetic Survey in April 1999..
 GC2255
 GC2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2255
 GC2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2255
 GC2255.The geoid height was determined by GEOID03.
 GC2255
 GC2255;                    North         East     Units Scale Factor Converg.
 GC2255;SPC TN       -   203,527.018   526,599.826   MT  0.99996503   -0 28 39.4
 GC2255;SPC TN       -   667,738.22  1,727,686.26   sFT  0.99996503   -0 28 39.4
 GC2255;UTM  16      - 4,002,263.253   516,565.304   MT  0.99960338   +0 06 31.3
 GC2255
 GC2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2255!SPC TN       -   0.99997999  x   0.99996503  =   0.99994503
 GC2255!UTM  16      -   0.99997999  x   0.99960338  =   0.99958338
 GC2255
 GC2255:                Primary Azimuth Mark                     Grid Az
 GC2255:SPC TN       -  NASHVILLE FISK UNIV CUPOLA               066 32 44.8
 GC2255:UTM  16      -  NASHVILLE FISK UNIV CUPOLA               065 57 34.1
 GC2255
 GC2255|---------------------------------------------------------------------|
 GC2255| PID    Reference Object                     Distance      Geod. Az  |
 GC2255|                                                           dddmmss.s |
 GC2255| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 1.1 KM 0660405.4 |
 GC2255| GC2256 FORD RM 1                            87.781 METERS 18643     |
 GC2255| GC2257 FORD RM 2                            30.814 METERS 29916     |
 GC2255| GC2253 CLIFF                               APPROX. 3.9 KM 3404410.0 |
 GC2255|---------------------------------------------------------------------|
 GC2255
 GC2255                          SUPERSEDED SURVEY CONTROL
 GC2255
 GC2255  NAD 83(1995)-  36 09 53.93467(N)    086 48 56.94456(W) AD(       ) 2
 GC2255  NAD 83(1995)-  36 09 53.93662(N)    086 48 56.94491(W) AD(       ) 2
 GC2255  NAD 83(1986)-  36 09 53.94280(N)    086 48 56.94581(W) AD(       ) 2
 GC2255  NAD 27      -  36 09 53.73620(N)    086 48 56.94700(W) AD(       ) 2
 GC2255  NGVD 29 (07/19/86)  156.8    (m)          514.     (f) VERT ANG       
 GC2255
 GC2255.Superseded values are not recommended for survey control.
 GC2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2255.See file dsdata.txt to determine how the superseded data were derived.
 GC2255
 GC2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1656502263(NAD 83)
 GC2255_MARKER: DS = TRIANGULATION STATION DISK
 GC2255_SETTING: 0 = UNSPECIFIED SETTING
 GC2255_MARK LOGO: CGS   
 GC2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2255
 GC2255  HISTORY     - Date     Condition        Report By
 GC2255  HISTORY     - 1959     MONUMENTED       CGS
 GC2255
 GC2255                          STATION DESCRIPTION
 GC2255
 GC2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2255'THE STATION IS LOCATED ON THE TOP OF AND NEAR THE NORTHWEST CORNER OF
 GC2255'THE FORD GREENE SCHOOL.  IT IS ABOUT 2.0 MILES WEST OF THE
 GC2255'DOWNTOWN SECTION OF NASHVILLE AND IN THE SOUTHEAST ANGLE OF THE
 GC2255'INTERSECTION OF 26TH.  AVE. NORTH AND ALBION STREET.
 GC2255'
 GC2255'THE STATION MARK, A STANDARD DISK STAMPED FORD 1959, IS SET IN A
 GC2255'DRILL HOLE IN THE TAR COVERED ROOF.  IT IS 4 FEET SOUTH OF THE NORTH
 GC2255'PARAPET AND 3 FEET EAST OF THE WEST PARAPET.
 GC2255'
 GC2255'REFERENCE MARK 1, A STANDARD DISK STAMPED FORD NO 1 1959, IS SET IN A
 GC2255'DRILL HOLE IN A CONCRETE WALK.  IT IS 76 FEET WEST OF THE SOUTHWEST
 GC2255'CORNER OF THE SCHOOL BUILDING, 27 FEET SOUTHEAST OF THE INTERSECTION
 GC2255'OF 26TH.  AVE.  NORTH AND ELDEN STREET, AND 4 FEET SOUTHWEST OF
 GC2255'THE STEPS IN THE SIDEWALK LEADING TO THE SOUTH ENTRANCE TO THE
 GC2255'SCHOOL.
 GC2255'
 GC2255'REFERENCE MARK 2, A STANDARD DISK STAMPED FORD NO 2 1959, IS SET IN A
 GC2255'DRILL HOLE IN A CONCRETE WALK INTERSECTION IN THE SOUTHEAST ANGLE OF
 GC2255'THE INTERSECTION OF 26TH. AVE.  NORTH AND ALBION STREET.  IT IS 2
 GC2255'FEET SOUTH OF THE SOUTH CURB OF ALBION STREET AND 2 FEET EAST OF
 GC2255'THE EAST CURB OF 26TH.  AVE.  NORTH.
 GC2255'
 GC2255'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0605 ***********************************************************************
 GC0605  DESIGNATION -  FORD RM 1
 GC0605  PID         -  GC0605
 GC0605  STATE/COUNTY-  TN/DAVIDSON
 GC0605  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0605
 GC0605                         *CURRENT SURVEY CONTROL
 GC0605  ___________________________________________________________________
 GC0605* NAD 83(1986)-  36 09 53.     (N)    086 48 56.     (W)     SCALED    
 GC0605* NAVD 88     -       146.957  (meters)     482.14   (feet)  ADJUSTED  
 GC0605  ___________________________________________________________________
 GC0605  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0605  DYNAMIC HT  -         146.831 (meters)     481.73  (feet)  COMP
 GC0605  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0605
 GC0605  VERT ORDER  -  SECOND    CLASS 0
 GC0605
 GC0605.The horizontal coordinates were scaled from a topographic map and have
 GC0605.an estimated accuracy of +/- 6 seconds.
 GC0605
 GC0605.The orthometric height was determined by differential leveling
 GC0605.and adjusted by the National Geodetic Survey in June 1991..
 GC0605
 GC0605.The geoid height was determined by GEOID03.
 GC0605
 GC0605.The dynamic height is computed by dividing the NAVD 88
 GC0605.geopotential number by the normal gravity value computed on the
 GC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0605.degrees latitude (g = 980.6199 gals.).
 GC0605
 GC0605.The modeled gravity was interpolated from observed gravity values.
 GC0605
 GC0605;                    North         East    Units  Estimated Accuracy
 GC0605;SPC TN       -   203,500.      526,620.      MT  (+/- 180 meters Scaled)
 GC0605
 GC0605                          SUPERSEDED SURVEY CONTROL
 GC0605
 GC0605  NGVD 29 (??/??/92)  146.978  (m)          482.21   (f) ADJ UNCH    2 0
 GC0605
 GC0605.Superseded values are not recommended for survey control.
 GC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0605.See file dsdata.txt to determine how the superseded data were derived.
 GC0605
 GC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF165022(NAD 83)
 GC0605_MARKER: DR = REFERENCE MARK DISK
 GC0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0605_SP_SET: SIDEWALK
 GC0605_STAMPING: FORD NO 1 1959
 GC0605_MARK LOGO: CGS   
 GC0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0605
 GC0605  HISTORY     - Date     Condition        Report By
 GC0605  HISTORY     - 1959     MONUMENTED       CGS
 GC0605  HISTORY     - 1960     GOOD             NGS
 GC0605
 GC0605                          STATION DESCRIPTION
 GC0605
 GC0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0605'AT NASHVILLE.
 GC0605'THIS MARK IS LOCATED AT THE FORD GREEN SCHOOL WHICH IS IN THE
 GC0605'SOUTHEAST ANGLE OF THE INTERSECTION OF 26TH AVENUE NORTH AND ALBION
 GC0605'STREET, 76 FT. WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 GC0605'27 FT. SOUTHEAST OF THE INTERSECTION OF 26TH AVENUE NORTH AND
 GC0605'ELDEN STREET, AND 4 FT. SOUTHWEST OF THE STEPS IN THE SIDEWALK
 GC0605'LEADING TO THE SOUTH ENTRANCE TO THE SCHOOL, DRILLED IN THE TOP OF
 GC0605'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2256 ***********************************************************************
 GC2256  DESIGNATION -  FORD RM 1
 GC2256  PID         -  GC2256
 GC2256  STATE/COUNTY-  TN/DAVIDSON
 GC2256  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2256
 GC2256                         *CURRENT SURVEY CONTROL
 GC2256  ___________________________________________________________________
 GC2256* NAD 83(1995)-  36 09 51.10430(N)    086 48 57.35393(W)     ADJUSTED  
 GC2256* NAVD 88     -       146.96   (+/-2cm)     482.2    (feet)  VERTCON   
 GC2256  ___________________________________________________________________
 GC2256  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2256  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2256
 GC2256  HORZ ORDER  -  SECOND
 GC2256  VERT ORDER  -  THIRD ? (See Below)
 GC2256
 GC2256.The horizontal coordinates were established by classical geodetic methods
 GC2256.and adjusted by the National Geodetic Survey in April 1999..
 GC2256
 GC2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2256.The vertical order pertains to the NGVD 29 superseded value.
 GC2256
 GC2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2256
 GC2256.The geoid height was determined by GEOID03.
 GC2256
 GC2256;                    North         East     Units Scale Factor Converg.
 GC2256;SPC TN       -   203,439.933   526,588.821   MT  0.99996495   -0 28 39.6
 GC2256;SPC TN       -   667,452.51  1,727,650.16   sFT  0.99996495   -0 28 39.6
 GC2256;UTM  16      - 4,002,176.092   516,555.194   MT  0.99960338   +0 06 31.0
 GC2256
 GC2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2256!SPC TN       -   0.99998154  x   0.99996495  =   0.99994649
 GC2256!UTM  16      -   0.99998154  x   0.99960338  =   0.99958492
 GC2256
 GC2256                          SUPERSEDED SURVEY CONTROL
 GC2256
 GC2256  NAD 83(1995)-  36 09 51.10634(N)    086 48 57.35583(W) AD(       ) 2
 GC2256  NAD 83(1995)-  36 09 51.10830(N)    086 48 57.35617(W) AD(       ) 2
 GC2256  NAD 83(1986)-  36 09 51.11449(N)    086 48 57.35707(W) AD(       ) 2
 GC2256  NAD 27      -  36 09 50.90780(N)    086 48 57.35830(W) AD(       ) 2
 GC2256  NGVD 29 (07/19/86)  146.98   (m)          482.2    (f) LEVELING    3  
 GC2256
 GC2256.Superseded values are not recommended for survey control.
 GC2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2256.See file dsdata.txt to determine how the superseded data were derived.
 GC2256
 GC2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1655502176(NAD 83)
 GC2256_MARKER: DR = REFERENCE MARK DISK
 GC2256_SETTING: 0 = UNSPECIFIED SETTING
 GC2256_MARK LOGO: CGS   
 GC2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2256
 GC2256  HISTORY     - Date     Condition        Report By
 GC2256  HISTORY     - 1959     MONUMENTED       CGS
 GC2256
 GC2256                          STATION DESCRIPTION
 GC2256
 GC2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2256'SEE STATION FORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0603 ***********************************************************************
 GC0603  DESIGNATION -  FORD RM 2
 GC0603  PID         -  GC0603
 GC0603  STATE/COUNTY-  TN/DAVIDSON
 GC0603  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0603
 GC0603                         *CURRENT SURVEY CONTROL
 GC0603  ___________________________________________________________________
 GC0603* NAD 83(1986)-  36 09 53.     (N)    086 48 56.     (W)     SCALED    
 GC0603* NAVD 88     -       146.559  (meters)     480.84   (feet)  ADJUSTED  
 GC0603  ___________________________________________________________________
 GC0603  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0603  DYNAMIC HT  -         146.433 (meters)     480.42  (feet)  COMP
 GC0603  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0603
 GC0603  VERT ORDER  -  SECOND    CLASS 0
 GC0603
 GC0603.The horizontal coordinates were scaled from a topographic map and have
 GC0603.an estimated accuracy of +/- 6 seconds.
 GC0603
 GC0603.The orthometric height was determined by differential leveling
 GC0603.and adjusted by the National Geodetic Survey in June 1991..
 GC0603
 GC0603.The geoid height was determined by GEOID03.
 GC0603
 GC0603.The dynamic height is computed by dividing the NAVD 88
 GC0603.geopotential number by the normal gravity value computed on the
 GC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0603.degrees latitude (g = 980.6199 gals.).
 GC0603
 GC0603.The modeled gravity was interpolated from observed gravity values.
 GC0603
 GC0603;                    North         East    Units  Estimated Accuracy
 GC0603;SPC TN       -   203,500.      526,620.      MT  (+/- 180 meters Scaled)
 GC0603
 GC0603                          SUPERSEDED SURVEY CONTROL
 GC0603
 GC0603  NGVD 29 (??/??/92)  146.581  (m)          480.91   (f) ADJ UNCH    2 0
 GC0603
 GC0603.Superseded values are not recommended for survey control.
 GC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0603.See file dsdata.txt to determine how the superseded data were derived.
 GC0603
 GC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF165022(NAD 83)
 GC0603_MARKER: DR = REFERENCE MARK DISK
 GC0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0603_SP_SET: SIDEWALK
 GC0603_STAMPING: FORD NO 2 1959
 GC0603_MARK LOGO: CGS   
 GC0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0603
 GC0603  HISTORY     - Date     Condition        Report By
 GC0603  HISTORY     - 1959     MONUMENTED       CGS
 GC0603  HISTORY     - 1960     GOOD             NGS
 GC0603
 GC0603                          STATION DESCRIPTION
 GC0603
 GC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0603'AT NASHVILLE.
 GC0603'THIS MARK IS LOCATED AT THE FORD GREEN SCHOOL WHICH IS IN THE
 GC0603'SOUTHEAST ANGLE OF THE INTERSECTION OF 26TH AVENUE NORTH AND ALBION
 GC0603'STREET, 2 FT. SOUTH OF THE SOUTH CURB OF ALBION STREET AND 2 FT.
 GC0603'EAST OF THE EAST CURB OF 26TH AVENUE NORTH, DRILLED IN THE TOP OF
 GC0603'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2257 ***********************************************************************
 GC2257  DESIGNATION -  FORD RM 2
 GC2257  PID         -  GC2257
 GC2257  STATE/COUNTY-  TN/DAVIDSON
 GC2257  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2257
 GC2257                         *CURRENT SURVEY CONTROL
 GC2257  ___________________________________________________________________
 GC2257* NAD 83(1995)-  36 09 54.42124(N)    086 48 58.01827(W)     ADJUSTED  
 GC2257* NAVD 88     -       146.56   (+/-2cm)     480.8    (feet)  VERTCON   
 GC2257  ___________________________________________________________________
 GC2257  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2257  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2257
 GC2257  HORZ ORDER  -  SECOND
 GC2257  VERT ORDER  -  THIRD ? (See Below)
 GC2257
 GC2257.The horizontal coordinates were established by classical geodetic methods
 GC2257.and adjusted by the National Geodetic Survey in April 1999..
 GC2257
 GC2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2257.The vertical order pertains to the NGVD 29 superseded value.
 GC2257
 GC2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2257
 GC2257.The geoid height was determined by GEOID03.
 GC2257
 GC2257;                    North         East     Units Scale Factor Converg.
 GC2257;SPC TN       -   203,542.301   526,573.071   MT  0.99996504   -0 28 40.0
 GC2257;SPC TN       -   667,788.37  1,727,598.48   sFT  0.99996504   -0 28 40.0
 GC2257;UTM  16      - 4,002,278.257   516,538.403   MT  0.99960337   +0 06 30.6
 GC2257
 GC2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2257!SPC TN       -   0.99998160  x   0.99996504  =   0.99994664
 GC2257!UTM  16      -   0.99998160  x   0.99960337  =   0.99958498
 GC2257
 GC2257:                Primary Azimuth Mark                     Grid Az
 GC2257:SPC TN       -  NASHVILLE FISK UNIV MEM CHAPEL           075 48 45.2
 GC2257:UTM  16      -  NASHVILLE FISK UNIV MEM CHAPEL           075 13 34.6
 GC2257
 GC2257|---------------------------------------------------------------------|
 GC2257| PID    Reference Object                     Distance      Geod. Az  |
 GC2257|                                                           dddmmss.s |
 GC2257| GC2266 NASHVILLE FISK UNIV MEM CHAPEL      APPROX. 1.1 KM 0752005.2 |
 GC2257| GC2255 FORD                                 30.814 METERS 11916     |
 GC2257| GC2256 FORD RM 1                           103.577 METERS 17047     |
 GC2257|---------------------------------------------------------------------|
 GC2257
 GC2257                          SUPERSEDED SURVEY CONTROL
 GC2257
 GC2257  NAD 83(1995)-  36 09 54.42329(N)    086 48 58.02016(W) AD(       ) 2
 GC2257  NAD 83(1995)-  36 09 54.42524(N)    086 48 58.02051(W) AD(       ) 2
 GC2257  NAD 83(1986)-  36 09 54.43141(N)    086 48 58.02139(W) AD(       ) 2
 GC2257  NAD 27      -  36 09 54.22480(N)    086 48 58.02260(W) AD(       ) 2
 GC2257  NGVD 29 (07/19/86)  146.58   (m)          480.9    (f) LEVELING    3  
 GC2257
 GC2257.Superseded values are not recommended for survey control.
 GC2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2257.See file dsdata.txt to determine how the superseded data were derived.
 GC2257
 GC2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1653802278(NAD 83)
 GC2257_MARKER: DR = REFERENCE MARK DISK
 GC2257_SETTING: 0 = UNSPECIFIED SETTING
 GC2257_MARK LOGO: CGS   
 GC2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2257
 GC2257  HISTORY     - Date     Condition        Report By
 GC2257  HISTORY     - 1959     MONUMENTED       CGS
 GC2257
 GC2257                          STATION DESCRIPTION
 GC2257
 GC2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2257'SEE STATION FORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0614 ***********************************************************************
 GC0614  DESIGNATION -  FOREST
 GC0614  PID         -  GC0614
 GC0614  STATE/COUNTY-  TN/DAVIDSON
 GC0614  USGS QUAD   -  OAK HILL (1968)
 GC0614
 GC0614                         *CURRENT SURVEY CONTROL
 GC0614  ___________________________________________________________________
 GC0614* NAD 83(1995)-  36 07 27.41296(N)    086 48 20.54051(W)     ADJUSTED  
 GC0614* NAVD 88     -       188.757  (meters)     619.28   (feet)  ADJUSTED  
 GC0614  ___________________________________________________________________
 GC0614  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC0614  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0614  DYNAMIC HT  -         188.595 (meters)     618.75  (feet)  COMP
 GC0614  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GC0614
 GC0614  HORZ ORDER  -  SECOND
 GC0614  VERT ORDER  -  SECOND    CLASS 0
 GC0614
 GC0614.The horizontal coordinates were established by classical geodetic methods
 GC0614.and adjusted by the National Geodetic Survey in April 1999..
 GC0614
 GC0614.The orthometric height was determined by differential leveling
 GC0614.and adjusted by the National Geodetic Survey in June 1991..
 GC0614
 GC0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0614
 GC0614.The geoid height was determined by GEOID03.
 GC0614
 GC0614.The dynamic height is computed by dividing the NAVD 88
 GC0614.geopotential number by the normal gravity value computed on the
 GC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0614.degrees latitude (g = 980.6199 gals.).
 GC0614
 GC0614.The modeled gravity was interpolated from observed gravity values.
 GC0614
 GC0614;                    North         East     Units Scale Factor Converg.
 GC0614;SPC TN       -   199,003.671   527,472.392   MT  0.99996119   -0 28 18.1
 GC0614;SPC TN       -   652,897.88  1,730,549.01   sFT  0.99996119   -0 28 18.1
 GC0614;UTM  16      - 3,997,750.694   517,483.777   MT  0.99960377   +0 06 52.4
 GC0614
 GC0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0614!SPC TN       -   0.99997496  x   0.99996119  =   0.99993615
 GC0614!UTM  16      -   0.99997496  x   0.99960377  =   0.99957874
 GC0614
 GC0614:                Primary Azimuth Mark                     Grid Az
 GC0614:SPC TN       -  NASHVILLE TV STA WSM MICROWAVE           064 02 14.3
 GC0614:UTM  16      -  NASHVILLE TV STA WSM MICROWAVE           063 27 03.8
 GC0614
 GC0614|---------------------------------------------------------------------|
 GC0614| PID    Reference Object                     Distance      Geod. Az  |
 GC0614|                                                           dddmmss.s |
 GC0614| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 1.5 KM 0633356.2 |
 GC0614| GC0615 FOREST RM 1                          23.304 METERS 12715     |
 GC0614| GC2305 NASHVILLE WOODMNT CHRISTIAN CH      APPROX. 1.3 KM 2023930.4 |
 GC0614| GC0613 FOREST RM 2                          23.622 METERS 22943     |
 GC0614|---------------------------------------------------------------------|
 GC0614
 GC0614                          SUPERSEDED SURVEY CONTROL
 GC0614
 GC0614  NAD 83(1995)-  36 07 27.41507(N)    086 48 20.54247(W) AD(       ) 2
 GC0614  NAD 83(1995)-  36 07 27.41683(N)    086 48 20.54244(W) AD(       ) 2
 GC0614  NAD 83(1986)-  36 07 27.42307(N)    086 48 20.54362(W) AD(       ) 2
 GC0614  NAD 27      -  36 07 27.21440(N)    086 48 20.54280(W) AD(       ) 2
 GC0614  NGVD 29 (??/??/92)  188.778  (m)          619.35   (f) ADJ UNCH    2 0
 GC0614
 GC0614.Superseded values are not recommended for survey control.
 GC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0614.See file dsdata.txt to determine how the superseded data were derived.
 GC0614
 GC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1748497751(NAD 83)
 GC0614_MARKER: DS = TRIANGULATION STATION DISK
 GC0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0614_STAMPING: FOREST 1959
 GC0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0614+STABILITY: SURFACE MOTION
 GC0614
 GC0614  HISTORY     - Date     Condition        Report By
 GC0614  HISTORY     - 1959     MONUMENTED       CGS
 GC0614  HISTORY     - 1960     GOOD             NGS
 GC0614
 GC0614                          STATION DESCRIPTION
 GC0614
 GC0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0614'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE NASHVILLE
 GC0614'STATE CAPITOL BUILDING AND NEAR THE SOUTHWEST CORNER OF THE
 GC0614'FOREST HILL APARTMENTS LAWN.
 GC0614'
 GC0614'TO REACH FROM THE INTERSECTION OF BELLCOURT AVE. AND 21ST AVE. S. IN
 GC0614'THE HILLSBORO SECTION OF NASHVILLE, GO SOUTH ON 21ST AVE. S. FOR
 GC0614'0.9 MILE TO THE CEDARWOOD MANOR DRIVEWAY ON THE LEFT AND STATION SITE
 GC0614'AS DESCRIBED.
 GC0614'
 GC0614'THE STATION MARK IS A STANDARD STATION DISK STAMPED FOREST 1959. THE
 GC0614'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC0614'WITH THE SURFACE OF THE GROUND. IT IS 84 FEET WEST OF THE SOUTHWEST
 GC0614'CORNER OF THE FOREST HILL APARTMENTS, 63 FEET NORTHEAST OF THE NORTH
 GC0614'CORNER POST OF THE DRIVEWAY INTO CEDARWOOD MANOR, 21 FEET
 GC0614'WEST-SOUTHWEST OF A 24-INCH TREE AND 10 FEET NORTH OF A ROW OF
 GC0614'SHRUBBERY.
 GC0614'
 GC0614'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 GC0614'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED FOREST
 GC0614'1959.
 GC0614'
 GC0614'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED FOREST NO.
 GC0614'1 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0614'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 47 FEET
 GC0614'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOREST HILL APARTMENTS
 GC0614'AND 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CEDARWOOD MANOR.
 GC0614'
 GC0614'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED FOREST NO.
 GC0614'2 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE POST WHICH IS
 GC0614'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 12 FEET SOUTH OF THE
 GC0614'APPROXIMATE CENTER OF THE DRIVEWAY INTO CEDARWOOD MANOR, 2
 GC0614'FEET NORTHEAST OF THE SOUTH CORNER POST OF THE DRIVEWAY INTO
 GC0614'CEDARWOOD MANOR AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GC0614'
 GC0614'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, NASHVILLE, WOODMONT
 GC0614'CHRISTIAN CHURCH SPIRE WILL SERVE AS AN AZIMUTH MARK.
 GC0614'
 GC0614'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GC0614
 GC0614                          STATION RECOVERY (1960)
 GC0614
 GC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0614'AT NASHVILLE.
 GC0614'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE
 GC0614'NASHVILLE STATE CAPITOL BUILDING AND NEAR THE SOUTHWEST CORNER
 GC0614'OF THE FOREST HILL APARTMENTS LAWN.  TO REACH FROM THE INTERSECTION
 GC0614'OF BELLCOURT AVE. AND 21ST. AVE. S. IN THE HILLSBORO SECTION OF
 GC0614'NASHVILLE, GO SOUTH ON 21ST. AVE. S. FOR 0.9 MILE TO THE CEDARWOOD
 GC0614'MANOR DRIVEWAY ON THE LEFT AND THE STATION.  THE STATION MARK IS
 GC0614'84 FT. WEST OF THE SOUTHWEST CORNER OF THE FOREST HILL APARTMENTS,
 GC0614'63 FT. NORTHEAST OF THE NORTH CORNER POST OF THE DRIVEWAY INTO
 GC0614'CEDARWOOD MANOR, 21 FT. WEST-SOUTHWEST OF A 24-INCH TREE AND 10
 GC0614'FT. NORTH OF A ROW OF SHRUBBERY, SET IN TOP OF A CONCRETE POST
 GC0614'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2323 ***********************************************************************
 FE2323  DESIGNATION -  FOREST
 FE2323  PID         -  FE2323
 FE2323  STATE/COUNTY-  TN/MADISON
 FE2323  USGS QUAD   -  JACKSON NORTH (1983)
 FE2323
 FE2323                         *CURRENT SURVEY CONTROL
 FE2323  ___________________________________________________________________
 FE2323* NAD 83(1995)-  35 38 08.39606(N)    088 49 55.44448(W)     ADJUSTED  
 FE2323* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FE2323  ___________________________________________________________________
 FE2323  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2323  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2323
 FE2323  HORZ ORDER  -  SECOND
 FE2323
 FE2323.The horizontal coordinates were established by classical geodetic methods
 FE2323.and adjusted by the National Geodetic Survey in April 1999..
 FE2323
 FE2323.The orthometric height was scaled from a topographic map.
 FE2323
 FE2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2323
 FE2323.The geoid height was determined by GEOID03.
 FE2323
 FE2323;                    North         East     Units Scale Factor Converg.
 FE2323;SPC TN       -   148,203.605   343,528.475   MT  0.99995436   -1 39 28.8
 FE2323;SPC TN       -   486,231.33  1,127,059.67   sFT  0.99995436   -1 39 28.8
 FE2323;UTM  16      - 3,945,085.191   334,114.772   MT  0.99993911   -1 04 03.6
 FE2323
 FE2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2323!SPC TN       -   0.99998403  x   0.99995436  =   0.99993839
 FE2323!UTM  16      -   0.99998403  x   0.99993911  =   0.99992314
 FE2323
 FE2323|---------------------------------------------------------------------|
 FE2323| PID    Reference Object                     Distance      Geod. Az  |
 FE2323|                                                           dddmmss.s |
 FE2323| CG4055 FOREST RM 3                          15.600 METERS 00310     |
 FE2323| FE2327 HOSPITAL                             94.782 METERS 02002     |
 FE2323| CG4056 FOREST RM 4                           6.436 METERS 08354     |
 FE2323| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 2.8 KM 0885002.8 |
 FE2323| FE2324 FOREST AZ MK                         93.725 METERS 09315     |
 FE2323| CG4054 FOREST RM 2                          15.484 METERS 10203     |
 FE2323| CG4053 FOREST RM 1                          12.485 METERS 31234     |
 FE2323| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 1.2 KM 3563136.9 |
 FE2323|---------------------------------------------------------------------|
 FE2323
 FE2323                          SUPERSEDED SURVEY CONTROL
 FE2323
 FE2323  NAD 83(1995)-  35 38 08.40100(N)    088 49 55.44933(W) AD(       ) 2
 FE2323  NAD 83(1986)-  35 38 08.40759(N)    088 49 55.44531(W) AD(       ) 2
 FE2323  NAD 27      -  35 38 08.15400(N)    088 49 55.23800(W) AD(       ) 2
 FE2323
 FE2323.Superseded values are not recommended for survey control.
 FE2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2323.See file dsdata.txt to determine how the superseded data were derived.
 FE2323
 FE2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3411545085(NAD 83)
 FE2323_MARKER: DS = TRIANGULATION STATION DISK
 FE2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2323_STAMPING: FOREST 1951
 FE2323_MARK LOGO: CGS   
 FE2323
 FE2323  HISTORY     - Date     Condition        Report By
 FE2323  HISTORY     - 1951     MONUMENTED       CGS
 FE2323  HISTORY     - 1976     GOOD             NGS
 FE2323
 FE2323                          STATION DESCRIPTION
 FE2323
 FE2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2323'STATION IS LOCATED ON THE FRONT LAWN OF THE JACKSON-MADISON COUNTY
 FE2323'HOSPITAL IN THE CITY OF JACKSON. IT IS NEAR THE MAIN
 FE2323'ENTRANCE TO THE HOSPITAL ON FOREST AVE. IT IS 59 FEET SOUTH OF A 4
 FE2323'INCH ELM TREE, 53 FEET EAST OF THE CENTER OF THE MAIN
 FE2323'ENTRANCE DRIVE TO THE HOSPITAL, 39 FEET NORTH OF THE CENTER OF FOREST
 FE2323'AVE. AND 20 FEET NORTHEAST OF THE SIDEWALK LEADING TO
 FE2323'THE HOSPITAL. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FE2323'STAMPED FOREST 1951.
 FE2323'
 FE2323'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF FOREST AVE.
 FE2323'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FE2323'FOREST NO 1 1951.
 FE2323'
 FE2323'REFERENCE MARK NO. 2 IS 72 FEET NORTH OF THE CENTER OF FOREST AVE.,
 FE2323'48 FEET WEST OF THE 4 INCH ELM TREE, 26 FEET EAST OF THE
 FE2323'CENTER OF THE DRIVEWAY AND 7 FEET EAST OF THE EAST EDGE OF THE
 FE2323'SIDEWALK. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FE2323'STAMPED FOREST NO 2 1951.
 FE2323'
 FE2323'AZIMUTH MARK IS 54 FEET NORTH OF POWER POLE NO. 682, 39 FEET
 FE2323'SOUTHEAST OF A SWEET GUM TREE AND 28 FEET NORTH OF THE
 FE2323'CENTER OF FOREST AVE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 FE2323'IS STAMPED FOREST 1951.
 FE2323'
 FE2323'(NOTE- THIS STATION WAS ESTABLISHED BY A SHORT BASE FOREST TO FOREST
 FE2323'AZIMUTH MARK.)
 FE2323'
 FE2323'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2323
 FE2323                          STATION RECOVERY (1976)
 FE2323
 FE2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2323'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE
 FE2323'AZIMUTH MARK WAS NOT FOUND AND COULD POSSIBLY HAVE BEEN DESTROYED.
 FE2323'THE LINE OF SIGHT TO THE AZIMUTH MARK IS NOW OBSTRUCTED BY A
 FE2323'CONCRETE BUS STOP SHED.  THE PREVIOUS DESCRIPTION HAD REFERENCE
 FE2323'MARK 1 AS BEING NORTHWEST.  THIS WAS FOUND TO BE IN ERROR.
 FE2323'REFERENCE MARK 2 WAS FOUND TO BE NORTHWEST AND THE DISTANCE AND
 FE2323'DIRECTION CHECKED.  REFERENCE MARK 1 IS NOW OBSTRUCTED BY THE
 FE2323'BUS STOP SHED AND COULD NOT BE TAKEN.  REFERENCE MARK 2 WAS IN THE
 FE2323'WAY OF CONSTRUCTION AND WAS DESTROYED.  REFERENCE MARKS 3 AND 4
 FE2323'WERE SET.  A NEW DESCRIPTION FOLLOWS--
 FE2323'
 FE2323'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE LAWN OF THE
 FE2323'JACKSON-MADISON COUNTY HOSPITAL, 59 FEET SOUTH OF A 12 INCH ELM
 FE2323'TREE, 53 FEET EAST OF THE CENTERLINE OF MAIN ENTRANCE DRIVE TO
 FE2323'HOSPITAL, 39 FEET NORTH OF THE CENTERLINE OF FOREST AVE., 22 FEET
 FE2323'EAST OF THE NORTHEAST CORNER OF CONCRETE BUS STOP SHELTER AND 126
 FE2323'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOSPITAL.  THE
 FE2323'MONUMENT IS FLUSH AND THE DISK IS STAMPED FOREST 1951.
 FE2323'
 FE2323'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2323'MAGNETS, STAMPED FOREST 1951 NO 3 1976, FLUSH WITH THE GROUND, 9
 FE2323'FEET SOUTH OF THE 12 INCH ELM TREE, 94 FEET SOUTHWEST OF THE
 FE2323'SOUTHWEST CORNER OF THE HOSPITAL, 90 FEET NORTH OF THE CENTERLINE
 FE2323'OF FOREST AVE., AND 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE2323'THE BUS STOP.
 FE2323'
 FE2323'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2323'MAGNETS, STAMPED FOREST 1951 NO 4 1976, FLUSH WITH THE GROUND, 41
 FE2323'FEET NORTH OF THE CENTERLINE OF FOREST AVE. AND 1 FOOT NORTHWEST
 FE2323'OF THE NORTHWEST CORNER OF THE BUS STOP.
 FE2323'
 FE2323'NOTE--STATION HOSPITAL 1951 AND BOTH REFERENCE MARKS WERE FOUND AS
 FE2323'DESCRIBED AND IN GOOD CONDITION.
 FE2323'
 FE2323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MADISON.
 FE2323'
 FE2323'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1403 ***********************************************************************
 FD1403  DESIGNATION -  FOREST
 FD1403  PID         -  FD1403
 FD1403  STATE/COUNTY-  TN/COFFEE
 FD1403  USGS QUAD   -  FREDONIA (1976)
 FD1403
 FD1403                         *CURRENT SURVEY CONTROL
 FD1403  ___________________________________________________________________
 FD1403* NAD 83(1995)-  35 30 57.66194(N)    086 02 15.24523(W)     ADJUSTED  
 FD1403* NAVD 88     -       347.1    (meters)    1139.     (feet)  VERTCON   
 FD1403  ___________________________________________________________________
 FD1403  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FD1403  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD1403
 FD1403  HORZ ORDER  -  SECOND
 FD1403
 FD1403.The horizontal coordinates were established by classical geodetic methods
 FD1403.and adjusted by the National Geodetic Survey in April 1999..
 FD1403
 FD1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1403
 FD1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1403
 FD1403.The geoid height was determined by GEOID03.
 FD1403
 FD1403;                    North         East     Units Scale Factor Converg.
 FD1403;SPC TN       -   131,218.582   596,592.268   MT  0.99996372   -0 01 19.2
 FD1403;SPC TN       -   430,506.30  1,957,319.80   sFT  0.99996372   -0 01 19.2
 FD1403;UTM  16      - 3,930,695.677   587,269.945   MT  0.99969385   +0 33 32.9
 FD1403
 FD1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1403!SPC TN       -   0.99995005  x   0.99996372  =   0.99991377
 FD1403!UTM  16      -   0.99995005  x   0.99969385  =   0.99964392
 FD1403
 FD1403|---------------------------------------------------------------------|
 FD1403| PID    Reference Object                     Distance      Geod. Az  |
 FD1403|                                                           dddmmss.s |
 FD1403| CG5803 FOREST RM 2                          51.697 METERS 00820     |
 FD1403| CG5804 FOREST RM 4                          37.600 METERS 01209     |
 FD1403| FC1919 SUMMITVILLE WHITE CHURCH SPIRE      APPROX. 6.3 KM 0400830.1 |
 FD1403| CG5802 FOREST RM 1                          39.911 METERS 11434     |
 FD1403| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX.23.1 KM 2222138.5 |
 FD1403| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 6.6 KM 2225643.6 |
 FD1403| CG5801 FOREST RM 3 AZIMUTH                                2290006.2 |
 FD1403| FD1426 MANCHESTER WHITE WATER TANK         APPROX. 5.7 KM 2332008.8 |
 FD1403| CG5805 FOREST RM 5                          37.304 METERS 24148     |
 FD1403|---------------------------------------------------------------------|
 FD1403
 FD1403                          SUPERSEDED SURVEY CONTROL
 FD1403
 FD1403  NAD 83(1995)-  35 30 57.66969(N)    086 02 15.24685(W) AD(       ) 2
 FD1403  NAD 83(1986)-  35 30 57.67290(N)    086 02 15.24437(W) AD(       ) 2
 FD1403  NAD 27      -  35 30 57.39800(N)    086 02 15.28900(W) AD(       ) 2
 FD1403  NGVD 29 (07/19/86)  347.1    (m)         1139.     (f) VERT ANG       
 FD1403
 FD1403.Superseded values are not recommended for survey control.
 FD1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1403.See file dsdata.txt to determine how the superseded data were derived.
 FD1403
 FD1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8727030696(NAD 83)
 FD1403_MARKER: DS = TRIANGULATION STATION DISK
 FD1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1403
 FD1403  HISTORY     - Date     Condition        Report By
 FD1403  HISTORY     - 1934     MONUMENTED       CGS
 FD1403  HISTORY     - 1960     GOOD             CGS
 FD1403
 FD1403                          STATION DESCRIPTION
 FD1403
 FD1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1403'ABOUT 3.85 MILES BY ROAD NORTHEAST FROM MANCHESTER, AT FOREST MILL
 FD1403'SCHOOL, 222 FEET
 FD1403'NORTHWEST OF CENTER OF STATE ROUTE 55, IN SOUTHWEST
 FD1403'CORNER OF INTERSECTION OF HIGHWAY
 FD1403'AND DIRT ROAD TO NORTHWEST, 116
 FD1403'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF SMALL
 FD1403'FRAME SCHOOL
 FD1403'BUILDING, 102 FEET SOUTHWEST OF CENTER OF DIRT ROAD, AND 27 FEET
 FD1403'WEST-SOUTHWEST OF
 FD1403'4-INCH OAK.  SURFACE AND UNDERGROUND MARKS ARE
 FD1403'STANDARD DISK STATION MARKS IN
 FD1403'CONCRETE.  REFERENCE
 FD1403'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1403'NO 1 IS
 FD1403'110 FEET NORTH OF NORTHWEST CORNER OF SCHOOL BUILDING, 8 FEET
 FD1403'SOUTH OF CENTER
 FD1403'OF DIRT ROAD, AND 130.94 FEET FROM STATION S 65 DEF 26 MIN E.
 FD1403'NO 2 IS ON
 FD1403'NORTH SIDE OF DIRT ROAD, BETWEEN ROAD AND
 FD1403'SPLIT-RAIL FENCE, ABOUT 10 FEET NORTHWEST
 FD1403'OF CENTER OF ROAD, AND
 FD1403'169.61 FEET FROM STATION N 08 DEG 20 MIN E.  NO 3
 FD1403'(AZIMUTH MARK)
 FD1403'IS ON NORTHWEST SIDE OF ROUTE 55, 22 FEET NORTHWEST OF CENTER
 FD1403'OF HIGHWAY, ON SOUTHWEST
 FD1403'EDGE OF CULTIVATED FIELD, IN LINE OF
 FD1403'TELEPHONE POLES, AND 0.5 MILE FROM STATION.
 FD1403'MANCHESTER, WHITE WATER TANK, IS 3.6 MILES FROM
 FD1403'STATION S 53 DEG 21 MIN W.
 FD1403
 FD1403                          STATION RECOVERY (1960)
 FD1403
 FD1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1403'THE STATION MARK AND REFERENCE MARK NO 3 (AZIMUTH MARK) WERE
 FD1403'RECOVERED IN FAIR
 FD1403'CONDITION.  REFERENCE MARK NO 1 WAS DESTROYED.  REFERENCE MARK NO 2
 FD1403'WAS SEARCHED FOR
 FD1403'AND NOT FOUND.  REFERENCE MARKS 4 AND 5 WAS
 FD1403'ESTABLISHED BY THIS PARTY.
 FD1403'
 FD1403'THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF MANCHESTER AND AT
 FD1403'THE FOREST MILL
 FD1403'SCHOOL.
 FD1403'
 FD1403'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD1403'HIGHWAY 55 IN THE
 FD1403'SOUTHEASTERN EDGE OF MANCHESTER, GO NORTHEAST ON STATE HIGHWAY
 FD1403'55 FOR 3.2 MILES TO THE
 FD1403'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST
 FD1403'ON STATE HIGHWAY 55 FOR 0.5 MILE TO THE
 FD1403'FOREST MILL SCHOOL ON THE
 FD1403'LEFT AND THE STATION BEHIND THE SCHOOL BUILDING.
 FD1403'
 FD1403'STATION MARK IS 222 FEET NORTHWEST OF STATE HIGHWAY 55, 102 FEET
 FD1403'SOUTHWEST OF A GRAVELED
 FD1403'ROAD, AND 68 FEET NORTHEAST OF NORTHWEST CORNER OF FOREST
 FD1403'MILL SCHOOL.  THE MARK IS A
 FD1403'STANDARD DISK SET IN A CONCRETE POST,
 FD1403'WHICH PROJECTS 6 INCHES, AND IS STAMPED FOREST
 FD1403'1934.
 FD1403'
 FD1403'REFERENCE MARK NO 4 IS 17 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 FD1403'ROAD.  THE MARK IS A
 FD1403'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FD1403'STAMPED FOREST NO 4 1934.
 FD1403'
 FD1403'REFERENCE MARK NO 5 IS 124 FEET WEST OF NORTHWEST CORNER OF FOREST
 FD1403'MILL SCHOOL AND 2 FEET
 FD1403'NORTHEAST OF A POWER LINE POLE.  THE MARK IS A STANDARD
 FD1403'DISK SET IN A CONCRETE POST,
 FD1403'SET FLUSH, AND IS STAMPED FOREST NO 5
 FD1403'1934.
 FD1403'
 FD1403'REFERENCE MARK NO 3 (AZIMUTH MARK) IS 39 FEET NORTHEAST OF THE CENTER
 FD1403'OF STATE HIGHWAY 55, 22
 FD1403'FEET NORTHWEST OF A TELEPHONE POLE, AND 1.6 FEET
 FD1403'NORTHEAST OF A WITNESS SIGN.  THE
 FD1403'MARK IS A STANDARD DISK SET IN A
 FD1403'CONCRETE POST, WHICH PROJECTS 3 INCHES, AND IS
 FD1403'STAMPED FOREST NO 3
 FD1403'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2634 ***********************************************************************
 GC2634  DESIGNATION -  FOREST
 GC2634  PID         -  GC2634
 GC2634  STATE/COUNTY-  TN/STEWART
 GC2634  USGS QUAD   -  DOVER (1971)
 GC2634
 GC2634                         *CURRENT SURVEY CONTROL
 GC2634  ___________________________________________________________________
 GC2634* NAD 83(1995)-  36 25 03.47060(N)    087 50 54.29869(W)     ADJUSTED  
 GC2634* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GC2634  ___________________________________________________________________
 GC2634  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2634  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC2634
 GC2634  HORZ ORDER  -  SECOND
 GC2634
 GC2634.The horizontal coordinates were established by classical geodetic methods
 GC2634.and adjusted by the National Geodetic Survey in April 1999..
 GC2634
 GC2634.The orthometric height was scaled from a topographic map.
 GC2634
 GC2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2634
 GC2634.The geoid height was determined by GEOID03.
 GC2634
 GC2634;                    North         East     Units Scale Factor Converg.
 GC2634;SPC TN       -   232,821.105   434,232.948   MT  1.00000017   -1 04 55.7
 GC2634;SPC TN       -   763,847.24  1,424,645.93   sFT  1.00000017   -1 04 55.7
 GC2634;UTM  16      - 4,030,605.758   423,938.629   MT  0.99967128   -0 30 13.3
 GC2634
 GC2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2634!SPC TN       -   0.99996972  x   1.00000017  =   0.99996989
 GC2634!UTM  16      -   0.99996972  x   0.99967128  =   0.99964101
 GC2634
 GC2634|---------------------------------------------------------------------|
 GC2634| PID    Reference Object                     Distance      Geod. Az  |
 GC2634|                                                           dddmmss.s |
 GC2634| GC2635 FOREST RM 1                           9.295 METERS 09652     |
 GC2634| GC2580 STATE                               APPROX.18.9 KM 1440307.4 |
 GC2634| CG5807 FOREST RM 2                          32.485 METERS 18350     |
 GC2634| CG5806 FOREST AZ MK                                       1945658.4 |
 GC2634|---------------------------------------------------------------------|
 GC2634
 GC2634                          SUPERSEDED SURVEY CONTROL
 GC2634
 GC2634  NAD 83(1995)-  36 25 03.47236(N)    087 50 54.30011(W) AD(       ) 2
 GC2634  NAD 83(1995)-  36 25 03.47494(N)    087 50 54.30449(W) AD(       ) 2
 GC2634  NAD 83(1986)-  36 25 03.47992(N)    087 50 54.30075(W) AD(       ) 2
 GC2634  NAD 27      -  36 25 03.29200(N)    087 50 54.21200(W) AD(       ) 2
 GC2634
 GC2634.Superseded values are not recommended for survey control.
 GC2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2634.See file dsdata.txt to determine how the superseded data were derived.
 GC2634
 GC2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2393930606(NAD 83)
 GC2634_MARKER: DS = TRIANGULATION STATION DISK
 GC2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2634
 GC2634  HISTORY     - Date     Condition        Report By
 GC2634  HISTORY     - 1952     MONUMENTED       CGS
 GC2634  HISTORY     - 1972     GOOD             LOCENG
 GC2634  HISTORY     - 1976     GOOD             NGS
 GC2634  HISTORY     - 1987     GOOD             USPSQD
 GC2634
 GC2634                          STATION DESCRIPTION
 GC2634
 GC2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2634'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF ERIN AND 4-1/2 MILES
 GC2634'SOUTH OF DOVER, 1 MILE EAST OF ASBURY NEAR STATE FOREST LOOKOUT
 GC2634'TOWER HR 29. IT IS 24 FEET NORTHWEST OF THE SOUTHWEST LEG AND 24 FEET
 GC2634'SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER. THE MARK IS
 GC2634'FLUSH AND THE DISK IS STAMPED FOREST 1952.
 GC2634'
 GC2634'REFERENCE MARK NO. 1 IS SET AT THE CENTER OF THE BASE OF THE LOOKOUT
 GC2634'TOWER. THE MARK IS FLUSH AND THE DISK IS STAMPED FOREST NO. 1
 GC2634'1952.
 GC2634'
 GC2634'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 GC2634'DRIVEWAY, 9 FEET SOUTHWEST OF A 14 INCH HICKORY TREE AND 2 FEET
 GC2634'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GC2634'STAMPED FOREST NO. 2 1952.
 GC2634'
 GC2634'AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 GC2634'EAST OF A WHITE WITNESS POST AND 2 FEET EAST OF A POWER LINE POLE.
 GC2634'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FOREST 1952.
 GC2634'
 GC2634'TO REACH THE STATION FROM THE SOUTH SIDE OF THE STEWART COUNTY
 GC2634'COURTHOUSE IN DOVER, GO SOUTH ON U.S. HIGHWAY 79 FOR 0.1 MILE
 GC2634'WHERE HIGHWAY 79 TURNS RIGHT, CONTINUE AHEAD FOR 0.4 MILE TO A
 GC2634'CROSSROAD AT THE TOP OF A HILL, TURN RIGHT AND GO 0.1 MILE ON
 GC2634'PAVED ROAD TO A SIDE ROAD LEFT AT THE FORT DONELSON NATIONAL PARK,
 GC2634'TURN LEFT AND GO 0.3 MILE TO A FORK AND THE COUNTY HIGHWAY GARAGE
 GC2634'ON THE RIGHT, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO A
 GC2634'SIDE ROAD LEFT, CONTINUE AHEAD ON GRAVEL ROAD FOR 4.5 MILES TO
 GC2634'A CROSSROAD AT THE VILLAGE OF ASBURY,
 GC2634'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.8 MILE TO THE AZIMUTH MARK
 GC2634'ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.05 MILE TO A
 GC2634'SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.25 MILE TO THE LOOKOUT
 GC2634'TOWER AND THE STATION AS DESCRIBED.
 GC2634'
 GC2634'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2634
 GC2634                          STATION RECOVERY (1972)
 GC2634
 GC2634'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2634'FOREST STATION MARK RECOVERED IN GOOD CONDITION.
 GC2634'
 GC2634'FOREST STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2634'
 GC2634'ORIGINAL DESCRIPTION IS GOOD.
 GC2634'
 GC2634'FOREST NO. 2 R. M. RECOVERED IN GOOD CONDITION.
 GC2634'
 GC2634'FOREST NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2634'
 GC2634'ADD TO ORIGINAL DESCRIPTION--N 70 DEG E 37.8 FROM 24 INCH WHITE OAK.
 GC2634'N 25 E 43.3 FROM 22 INCH WHITE OAK.  AT SOUTH END OF TURNAROUND.
 GC2634'
 GC2634'FOREST AZIMUTH NOT FOUND.
 GC2634'
 GC2634'DUE TO POOR DESCRIPTION, WE ARE NOT SURE OF ITS LOCATION.  IF IT IS
 GC2634'NEAR BLACKTOP ROAD, IT MAY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 GC2634'
 GC2634'DISTANCE AND DIRECTION FROM NEAREST TOWN 11 MILES NW OF ERIN.
 GC2634
 GC2634                          STATION RECOVERY (1976)
 GC2634
 GC2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GC2634'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GC2634'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 GC2634'ASSUMED DESTROYED BY ROAD WORK.  THE 1952 DESCRIPTION IS GOOD WITH
 GC2634'THE BELOW INFORMATION ON REFERENCE MARK 2.
 GC2634'
 GC2634'REFERENCE MARK 2 IS SET AT THE SOUTH TIP OF A SMALL GRASSY TRAINGLE
 GC2634'FORMED BY DRIVEWAYS, 4 FEET SOUTHWEST OF A WOODEN 8 INCH GUARD POST
 GC2634'AND 10 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY.
 GC2634'
 GC2634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 GC2634'SOUTH OF DOVER.
 GC2634
 GC2634                          STATION RECOVERY (1987)
 GC2634
 GC2634'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2324 ***********************************************************************
 FE2324  DESIGNATION -  FOREST AZ MK
 FE2324  PID         -  FE2324
 FE2324  STATE/COUNTY-  TN/MADISON
 FE2324  USGS QUAD   -  JACKSON NORTH (1983)
 FE2324
 FE2324                         *CURRENT SURVEY CONTROL
 FE2324  ___________________________________________________________________
 FE2324* NAD 83(1995)-  35 38 08.22403(N)    088 49 51.72533(W)     ADJUSTED  
 FE2324* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2324  ___________________________________________________________________
 FE2324  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2324  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2324
 FE2324  HORZ ORDER  -  SECOND
 FE2324
 FE2324.The horizontal coordinates were established by classical geodetic methods
 FE2324.and adjusted by the National Geodetic Survey in April 1999..
 FE2324
 FE2324.The orthometric height was scaled from a topographic map.
 FE2324
 FE2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2324
 FE2324.The geoid height was determined by GEOID03.
 FE2324
 FE2324;                    North         East     Units Scale Factor Converg.
 FE2324;SPC TN       -   148,195.598   343,621.852   MT  0.99995437   -1 39 26.6
 FE2324;SPC TN       -   486,205.06  1,127,366.03   sFT  0.99995437   -1 39 26.6
 FE2324;UTM  16      - 3,945,078.147   334,208.226   MT  0.99993872   -1 04 01.4
 FE2324
 FE2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2324!SPC TN       -   0.99998466  x   0.99995437  =   0.99993903
 FE2324!UTM  16      -   0.99998466  x   0.99993872  =   0.99992338
 FE2324
 FE2324                          SUPERSEDED SURVEY CONTROL
 FE2324
 FE2324  NAD 83(1995)-  35 38 08.22896(N)    088 49 51.73018(W) AD(       ) 2
 FE2324  NAD 83(1986)-  35 38 08.23556(N)    088 49 51.72620(W) AD(       ) 2
 FE2324  NAD 27      -  35 38 07.98200(N)    088 49 51.51900(W) AD(       ) 2
 FE2324
 FE2324.Superseded values are not recommended for survey control.
 FE2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2324.See file dsdata.txt to determine how the superseded data were derived.
 FE2324
 FE2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3420845078(NAD 83)
 FE2324_MARKER: DS = TRIANGULATION STATION DISK
 FE2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2324_STAMPING: FOREST 1951
 FE2324_MARK LOGO: CGS   
 FE2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2324+STABILITY: SURFACE MOTION
 FE2324
 FE2324  HISTORY     - Date     Condition        Report By
 FE2324  HISTORY     - 1951     MONUMENTED       CGS
 FE2324
 FE2324                          STATION DESCRIPTION
 FE2324
 FE2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2324'STATION IS LOCATED ON THE FRONT LAWN OF THE JACKSON-MADISON COUNTY
 FE2324'HOSPITAL IN THE CITY OF JACKSON, 360 FEET EAST OF THE
 FE2324'ENTRANCE TO THE HOSPITAL. IT IS 54 FEET NORTH OF POWER POLE NO. 682,
 FE2324'39 FEET SOUTHEAST OF A SWEET GUM TREE AND 28 FEET NORTH OF
 FE2324'THE CENTER OF FOREST AVE. THE MARK IS FLUSH WITH THE GROUND AND THE
 FE2324'DISK IS STAMPED FOREST 1951.
 FE2324'
 FE2324'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0615 ***********************************************************************
 GC0615  DESIGNATION -  FOREST RM 1
 GC0615  PID         -  GC0615
 GC0615  STATE/COUNTY-  TN/DAVIDSON
 GC0615  USGS QUAD   -  OAK HILL (1968)
 GC0615
 GC0615                         *CURRENT SURVEY CONTROL
 GC0615  ___________________________________________________________________
 GC0615* NAD 83(1986)-  36 07 27.     (N)    086 48 20.     (W)     SCALED    
 GC0615* NAVD 88     -       189.190  (meters)     620.70   (feet)  ADJUSTED  
 GC0615  ___________________________________________________________________
 GC0615  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0615  DYNAMIC HT  -         189.028 (meters)     620.17  (feet)  COMP
 GC0615  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GC0615
 GC0615  VERT ORDER  -  SECOND    CLASS 0
 GC0615
 GC0615.The horizontal coordinates were scaled from a topographic map and have
 GC0615.an estimated accuracy of +/- 6 seconds.
 GC0615
 GC0615.The orthometric height was determined by differential leveling
 GC0615.and adjusted by the National Geodetic Survey in June 1991..
 GC0615
 GC0615.The geoid height was determined by GEOID03.
 GC0615
 GC0615.The dynamic height is computed by dividing the NAVD 88
 GC0615.geopotential number by the normal gravity value computed on the
 GC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0615.degrees latitude (g = 980.6199 gals.).
 GC0615
 GC0615.The modeled gravity was interpolated from observed gravity values.
 GC0615
 GC0615;                    North         East    Units  Estimated Accuracy
 GC0615;SPC TN       -   198,990.      527,490.      MT  (+/- 180 meters Scaled)
 GC0615
 GC0615                          SUPERSEDED SURVEY CONTROL
 GC0615
 GC0615  NGVD 29 (??/??/92)  189.211  (m)          620.77   (f) ADJ UNCH    2 0
 GC0615
 GC0615.Superseded values are not recommended for survey control.
 GC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0615.See file dsdata.txt to determine how the superseded data were derived.
 GC0615
 GC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE174977(NAD 83)
 GC0615_MARKER: DR = REFERENCE MARK DISK
 GC0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0615+STABILITY: SURFACE MOTION
 GC0615
 GC0615  HISTORY     - Date     Condition        Report By
 GC0615  HISTORY     - 1959     MONUMENTED       CGS
 GC0615  HISTORY     - 1960     GOOD             NGS
 GC0615
 GC0615                          STATION DESCRIPTION
 GC0615
 GC0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0615'AT NASHVILLE.
 GC0615'THIS MARK IS LOCATED AT THE FOREST 1959 STATION SITE, 76.5 FT.
 GC0615'SOUTHEAST OF THE STATION MARK, 47 FT. SOUTHWEST OF THE SOUTHWEST
 GC0615'CORNER OF THE FOREST HILL APARTMENTS AND 25 FT. NORTHWEST OF THE
 GC0615'NORTHWEST CORNER OF THE CEDARWOOD MANOR, SET IN THE TOP OF A
 GC0615'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2635 ***********************************************************************
 GC2635  DESIGNATION -  FOREST RM 1
 GC2635  PID         -  GC2635
 GC2635  STATE/COUNTY-  TN/STEWART
 GC2635  USGS QUAD   -  DOVER (1971)
 GC2635
 GC2635                         *CURRENT SURVEY CONTROL
 GC2635  ___________________________________________________________________
 GC2635* NAD 83(1995)-  36 25 03.43453(N)    087 50 53.92827(W)     ADJUSTED  
 GC2635* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GC2635  ___________________________________________________________________
 GC2635  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2635  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC2635
 GC2635  HORZ ORDER  -  SECOND
 GC2635
 GC2635.The horizontal coordinates were established by classical geodetic methods
 GC2635.and adjusted by the National Geodetic Survey in April 1999..
 GC2635
 GC2635.The orthometric height was scaled from a topographic map.
 GC2635
 GC2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2635
 GC2635.The geoid height was determined by GEOID03.
 GC2635
 GC2635;                    North         East     Units Scale Factor Converg.
 GC2635;SPC TN       -   232,819.819   434,242.154   MT  1.00000017   -1 04 55.5
 GC2635;SPC TN       -   763,843.02  1,424,676.13   sFT  1.00000017   -1 04 55.5
 GC2635;UTM  16      - 4,030,604.566   423,947.844   MT  0.99967126   -0 30 13.1
 GC2635
 GC2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2635!SPC TN       -   0.99996972  x   1.00000017  =   0.99996989
 GC2635!UTM  16      -   0.99996972  x   0.99967126  =   0.99964099
 GC2635
 GC2635                          SUPERSEDED SURVEY CONTROL
 GC2635
 GC2635  NAD 83(1995)-  36 25 03.43630(N)    087 50 53.92969(W) AD(       ) 2
 GC2635  NAD 83(1995)-  36 25 03.43887(N)    087 50 53.93406(W) AD(       ) 2
 GC2635  NAD 83(1986)-  36 25 03.44385(N)    087 50 53.93032(W) AD(       ) 2
 GC2635  NAD 27      -  36 25 03.25600(N)    087 50 53.84200(W) AD(       ) 2
 GC2635
 GC2635.Superseded values are not recommended for survey control.
 GC2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2635.See file dsdata.txt to determine how the superseded data were derived.
 GC2635
 GC2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2394830605(NAD 83)
 GC2635_MARKER: 57 = LOOKOUT TOWER
 GC2635_SETTING: 0 = UNSPECIFIED SETTING
 GC2635_STAMPING: FOREST NO 1 1952
 GC2635_MARK LOGO: CGS   
 GC2635
 GC2635  HISTORY     - Date     Condition        Report By
 GC2635  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2635  HISTORY     - 1972     GOOD             LOCENG
 GC2635  HISTORY     - 1987     GOOD             USPSQD
 GC2635
 GC2635                          STATION DESCRIPTION
 GC2635
 GC2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2635'STATION AT THE CENTER OF THE BASE OF STATE FOREST LOOKOUT TOWER HR 29
 GC2635'WHICH IS LOCATED ABOUT 11 MILES NORTHWEST OF ERIN AND 4-1/2 MILES
 GC2635'SOUTH OF DOVER. IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH
 GC2635'WITH AN ENCLOSED OBSERVATION PLATFORM ATOP, AND IS PAINTED
 GC2635'SILVER. THE POINT OBSERVED ON AND TRAVERSED TO IS FOREST R.M. NO 1.
 GC2635'WHICH IS LOCATED AT THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 GC2635'THE DISTANCE FROM TRIANGULATION STATION FOREST TO R.M. NO. 1 IS 30.49
 GC2635'FEET (9.295 METERS).
 GC2635'
 GC2635'TO REACH THE STATION FROM THE SOUTH SIDE OF THE STEWART COUNTY
 GC2635'COURTHOUSE IN DOVER, GO SOUTH ON U.S. HIGHWAY 79 FOR 0.1 MILE
 GC2635'WHERE HIGHWAY 79 TURNS RIGHT, CONTINUE AHEAD FOR 0.4 MILE TO A
 GC2635'CROSSROAD AT THE TOP OF A HILL, TURN RIGHT AND GO 0.1 MILE ON PAVED
 GC2635'ROAD TO A SIDE ROAD LEFT AT THE FORT DONELSON NATIONAL PARK, TURN
 GC2635'LEFT AND GO 0.3 MILE TO A FORK AND THE COUNTY HIGHWAY GARAGE ON
 GC2635'THE RIGHT, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO A
 GC2635'SIDE ROAD LEFT, CONTINUE AHEAD ON GRAVEL ROAD FOR 4.5 MILES TO A
 GC2635'CROSSROAD AT THE VILLAGE OF ASBURY, TURN LEFT AND GO EAST ON GRAVEL
 GC2635'ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON
 GC2635'GRAVEL ROAD FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 GC2635
 GC2635                          STATION RECOVERY (1972)
 GC2635
 GC2635'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2635'LOOKOUT TOWER HR 29 RECOVERED IN GOOD CONDITION.
 GC2635'
 GC2635'FOREST NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2635'
 GC2635'NOTE--THIS IS ALSO FOREST REF. NO. 1.
 GC2635'SEE ORIGINAL DESCRIPTION.
 GC2635'
 GC2635'DISTANCE AND DIRECTION FROM NEAREST TOWN 11 MILES N. W. OF ERIE.
 GC2635
 GC2635                          STATION RECOVERY (1987)
 GC2635
 GC2635'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0613 ***********************************************************************
 GC0613  DESIGNATION -  FOREST RM 2
 GC0613  PID         -  GC0613
 GC0613  STATE/COUNTY-  TN/DAVIDSON
 GC0613  USGS QUAD   -  OAK HILL (1968)
 GC0613
 GC0613                         *CURRENT SURVEY CONTROL
 GC0613  ___________________________________________________________________
 GC0613* NAD 83(1986)-  36 07 27.     (N)    086 48 20.     (W)     SCALED    
 GC0613* NAVD 88     -       186.361  (meters)     611.42   (feet)  ADJUSTED  
 GC0613  ___________________________________________________________________
 GC0613  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0613  DYNAMIC HT  -         186.201 (meters)     610.89  (feet)  COMP
 GC0613  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GC0613
 GC0613  VERT ORDER  -  SECOND    CLASS 0
 GC0613
 GC0613.The horizontal coordinates were scaled from a topographic map and have
 GC0613.an estimated accuracy of +/- 6 seconds.
 GC0613
 GC0613.The orthometric height was determined by differential leveling
 GC0613.and adjusted by the National Geodetic Survey in June 1991..
 GC0613
 GC0613.The geoid height was determined by GEOID03.
 GC0613
 GC0613.The dynamic height is computed by dividing the NAVD 88
 GC0613.geopotential number by the normal gravity value computed on the
 GC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0613.degrees latitude (g = 980.6199 gals.).
 GC0613
 GC0613.The modeled gravity was interpolated from observed gravity values.
 GC0613
 GC0613;                    North         East    Units  Estimated Accuracy
 GC0613;SPC TN       -   198,990.      527,490.      MT  (+/- 180 meters Scaled)
 GC0613
 GC0613                          SUPERSEDED SURVEY CONTROL
 GC0613
 GC0613  NGVD 29 (??/??/92)  186.382  (m)          611.49   (f) ADJ UNCH    2 0
 GC0613
 GC0613.Superseded values are not recommended for survey control.
 GC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0613.See file dsdata.txt to determine how the superseded data were derived.
 GC0613
 GC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE174977(NAD 83)
 GC0613_MARKER: DR = REFERENCE MARK DISK
 GC0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0613_STAMPING: FOREST NO 2 1959
 GC0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0613+STABILITY: SURFACE MOTION
 GC0613
 GC0613  HISTORY     - Date     Condition        Report By
 GC0613  HISTORY     - 1959     MONUMENTED       CGS
 GC0613  HISTORY     - 1960     GOOD             NGS
 GC0613
 GC0613                          STATION DESCRIPTION
 GC0613
 GC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0613'AT NASHVILLE.
 GC0613'THIS MARK IS LOCATED AT THE FOREST 1959 STATION SITE, 77.5 FT.
 GC0613'SOUTHWEST OF THE STATION MARK, 12 FT. SOUTH OF THE CENTER OF THE
 GC0613'DRIVEWAY INTO CEDARWOOD MANOR, 2 FT. NORTHEAST OF THE SOUTH
 GC0613'CORNER POST OF THE DRIVEWAY INTO CEDARWOOD MANOR AND ABOUT 2 FT.
 GC0613'LOWER THAN THE STATION, SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC0613'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3588 ***********************************************************************
 GA3588  DESIGNATION -  FORGE
 GA3588  PID         -  GA3588
 GA3588  STATE/COUNTY-  TN/CLAIBORNE
 GA3588  USGS QUAD   -  WHEELER (1978)
 GA3588
 GA3588                         *CURRENT SURVEY CONTROL
 GA3588  ___________________________________________________________________
 GA3588* NAD 83(1995)-  36 33 45.66827(N)    083 35 51.02500(W)     ADJUSTED  
 GA3588* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 GA3588  ___________________________________________________________________
 GA3588  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GA3588  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA3588
 GA3588  HORZ ORDER  -  THIRD
 GA3588
 GA3588.The horizontal coordinates were established by classical geodetic methods
 GA3588.and adjusted by the National Geodetic Survey in April 1999..
 GA3588
 GA3588.The orthometric height was scaled from a topographic map.
 GA3588
 GA3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3588
 GA3588.The geoid height was determined by GEOID03.
 GA3588
 GA3588;                    North         East     Units Scale Factor Converg.
 GA3588;SPC TN       -   249,992.075   815,053.040   MT  1.00002916   +1 24 23.5
 GA3588;SPC TN       -   820,182.33  2,674,053.18   sFT  1.00002916   +1 24 23.5
 GA3588;SPC VA S     - 1,037,770.075 3,043,879.113   MT  1.00004328   -3 05 37.7
 GA3588;SPC VA S     - 3,404,750.65  9,986,460.06   sFT  1.00004328   -3 05 37.7
 GA3588;SPC KY1Z     - 1,027,678.518 1,692,703.405   MT  1.00016519   +1 19 17.6
 GA3588;SPC KY1Z     - 3,371,641.94  5,553,477.75   sFT  1.00016519   +1 19 17.6
 GA3588;SPC KY S     -   527,647.314   692,678.804   MT  1.00003535   +1 18 19.5
 GA3588;SPC KY S     - 1,731,122.90  2,272,563.71   sFT  1.00003535   +1 18 19.5
 GA3588;UTM  17      - 4,049,501.572   267,543.906   MT  1.00026579   -1 32 52.9
 GA3588
 GA3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3588!SPC TN       -   0.99992119  x   1.00002916  =   0.99995034
 GA3588!SPC VA S     -   0.99992119  x   1.00004328  =   0.99996446
 GA3588!SPC KY1Z     -   0.99992119  x   1.00016519  =   1.00008636
 GA3588!SPC KY S     -   0.99992119  x   1.00003535  =   0.99995653
 GA3588!UTM  17      -   0.99992119  x   1.00026579  =   1.00018696
 GA3588
 GA3588:                Primary Azimuth Mark                     Grid Az
 GA3588:SPC TN       -  FORGE AZ MK                              076 28 45.4
 GA3588:SPC VA S     -  FORGE AZ MK                              080 58 46.6
 GA3588:SPC KY1Z     -  FORGE AZ MK                              076 33 51.3
 GA3588:SPC KY S     -  FORGE AZ MK                              076 34 49.4
 GA3588:UTM  17      -  FORGE AZ MK                              079 26 01.8
 GA3588
 GA3588|---------------------------------------------------------------------|
 GA3588| PID    Reference Object                     Distance      Geod. Az  |
 GA3588|                                                           dddmmss.s |
 GA3588| DB9363 FORGE AZ MK                                        0775308.9 |
 GA3588| DB9364 FORGE RM 1                           50.987 METERS 15354     |
 GA3588| DB9365 FORGE RM 2                           10.939 METERS 20808     |
 GA3588|---------------------------------------------------------------------|
 GA3588
 GA3588                          SUPERSEDED SURVEY CONTROL
 GA3588
 GA3588  NAD 83(1995)-  36 33 45.66826(N)    083 35 51.02510(W) AD(       ) 3
 GA3588  NAD 83(1995)-  36 33 45.66653(N)    083 35 51.00983(W) AD(       ) 3
 GA3588  NAD 83(1995)-  36 33 45.67796(N)    083 35 51.02930(W) AD(       ) 3
 GA3588  NAD 83(1986)-  36 33 45.67799(N)    083 35 51.02928(W) AD(       ) 3
 GA3588  NAD 27      -  36 33 45.38900(N)    083 35 51.36300(W) AD(       ) 3
 GA3588
 GA3588.Superseded values are not recommended for survey control.
 GA3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3588.See file dsdata.txt to determine how the superseded data were derived.
 GA3588
 GA3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6754449502(NAD 83)
 GA3588_MARKER: DD = SURVEY DISK
 GA3588_SETTING: 80 = SET IN A BOULDER
 GA3588_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3588
 GA3588  HISTORY     - Date     Condition        Report By
 GA3588  HISTORY     - 1934     MONUMENTED       USGS
 GA3588  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA3588
 GA3588                          STATION DESCRIPTION
 GA3588
 GA3588'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 GA3588'STATION IS ABOUT 4 MILES SE OF CUMBERLAND GAP, ABOUT 1-1/2 MILES SW
 GA3588'OF FORGE SCHOOL,
 GA3588'ON FORGE RIDGE (A LOW, BARE, ROUNDED KNOLL), ABOUT
 GA3588'25 YARDS E OF W EDGE OF KNOLL, NEAR
 GA3588'NW APEX OF TRIANGULAR PLOT OF
 GA3588'UNCULTIVATED LAND, AND 105 FEET SSE OF 8-INCH WALNUT
 GA3588'WITH TRIANGULAR BLAZE.
 GA3588'
 GA3588'STATION MARK IS UNITED STATES GEOLOGICAL SURVEY DISK IN BURIED
 GA3588'GRANITE POST.
 GA3588'
 GA3588'REFERENCE MARK NO. 1 IS IN ROCK OUTCROP AT S EDGE OF SUMMIT AND
 GA3588'167.28 FEET FROM STATION S 26 DEG 06 MIN E.
 GA3588'
 GA3588'REFERENCE MARK NO. 2 IS IN BURIED GRANITE POST AT EDGE OF SUMMIT AND
 GA3588'35.89 FEET FROM STATION S 28 DEG 08 MIN W.
 GA3588'
 GA3588'AZIMUTH MARK IS IN BURIED ROCK ON ADJOINING KNOLL, AT N EDGE OF
 GA3588'CULTIVATED FIELD,
 GA3588'ABOUT 100 YARDS ENE OF BARN, 80 FEET W OF W EDGE OF
 GA3588'WOODS, 4 FEET S OF CENTER LINE OF
 GA3588'FIELD ROAD, AND ABOUT 0.5 MILE FROM
 GA3588'STATION N 77 DEG 53 MIN E.  STATIONS
 GA3588'VIRGINIA CORNER 2
 GA3588'AND PINNACLE (USGS) ARE VISIBLE FROM GROUND.
 GA3588'
 GA3588'TO REACH FROM JUNCTION OF U. S. HIGHWAY 25 E AND U. S. HIGHWAY 58,
 GA3588'FOLLOW U.  S.
 GA3588'HIGHWAY 58 E 2.7 MILES, TURN RIGHT ONTO MACADAM
 GA3588'T-ROAD, GO 0.15 MILE TO FORK,
 GA3588'TURN LEFT AND FOLLOW MAIN ROAD 4 MILES,
 GA3588'TURN RIGHT AROUND FORGE SCHOOL BUILDING (BRICK),
 GA3588'CONTINUE 0.8 MILE ON
 GA3588'MAIN ROAD TO CROSS ROAD, TURN RIGHT UP GRADE, GO 0.9 MILE, TURN
 GA3588'FORK AND FOLLOW
 GA3588'DIM ROAD TO TOP OF KNOLL AND STATION SITE.
 GA3588
 GA3588                          STATION RECOVERY (1980)
 GA3588
 GA3588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3588'REFERENCE MARK 2 WAS FOUND UPROOTED AND IN WOODS.  REFERENCE MARK 1
 GA3588'WAS NOT FOUND AND ASSUMED DESTROYED BY FARMING.  THE STATION MARK WAS
 GA3588'NOT FOUND AND IS ALSO ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0932 ***********************************************************************
 FD0932  DESIGNATION -  FORK
 FD0932  PID         -  FD0932
 FD0932  STATE/COUNTY-  TN/LAWRENCE
 FD0932  USGS QUAD   -  SUMMERTOWN (1976)
 FD0932
 FD0932                         *CURRENT SURVEY CONTROL
 FD0932  ___________________________________________________________________
 FD0932* NAD 83(1995)-  35 24 20.74186(N)    087 16 49.89992(W)     ADJUSTED  
 FD0932* NAVD 88     -       287.185  (meters)     942.21   (feet)  ADJUSTED  
 FD0932  ___________________________________________________________________
 FD0932  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FD0932  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0932  DYNAMIC HT  -         286.918 (meters)     941.33  (feet)  COMP
 FD0932  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0932
 FD0932  HORZ ORDER  -  SECOND
 FD0932  VERT ORDER  -  FIRST     CLASS II
 FD0932
 FD0932.The horizontal coordinates were established by classical geodetic methods
 FD0932.and adjusted by the National Geodetic Survey in April 1999..
 FD0932
 FD0932.The orthometric height was determined by differential leveling
 FD0932.and adjusted by the National Geodetic Survey in June 1991..
 FD0932
 FD0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0932
 FD0932.The geoid height was determined by GEOID03.
 FD0932
 FD0932.The dynamic height is computed by dividing the NAVD 88
 FD0932.geopotential number by the normal gravity value computed on the
 FD0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0932.degrees latitude (g = 980.6199 gals.).
 FD0932
 FD0932.The modeled gravity was interpolated from observed gravity values.
 FD0932
 FD0932;                    North         East     Units Scale Factor Converg.
 FD0932;SPC TN       -   119,746.480   483,689.046   MT  0.99997617   -0 44 58.8
 FD0932;SPC TN       -   392,868.24  1,586,903.15   sFT  0.99997617   -0 44 58.8
 FD0932;UTM  16      - 3,918,078.123   474,528.353   MT  0.99960800   -0 09 45.1
 FD0932
 FD0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0932!SPC TN       -   0.99995929  x   0.99997617  =   0.99993546
 FD0932!UTM  16      -   0.99995929  x   0.99960800  =   0.99956731
 FD0932
 FD0932|---------------------------------------------------------------------|
 FD0932| PID    Reference Object                     Distance      Geod. Az  |
 FD0932|                                                           dddmmss.s |
 FD0932| FD0931 FORK RM 1                            28.087 METERS 15739     |
 FD0932| FD0933 FORK RM 2                            25.267 METERS 34421     |
 FD0932| FD0934 FORK AZ MK                                         3450204.9 |
 FD0932|---------------------------------------------------------------------|
 FD0932
 FD0932                          SUPERSEDED SURVEY CONTROL
 FD0932
 FD0932  NAD 83(1995)-  35 24 20.74502(N)    087 16 49.90126(W) AD(       ) 2
 FD0932  NAD 83(1995)-  35 24 20.74673(N)    087 16 49.90173(W) AD(       ) 2
 FD0932  NAD 83(1986)-  35 24 20.75282(N)    087 16 49.90040(W) AD(       ) 2
 FD0932  NAD 27      -  35 24 20.47020(N)    087 16 49.84850(W) AD(       ) 2
 FD0932  NGVD 29 (??/??/92)  287.157  (m)          942.11   (f) ADJ UNCH    1 2
 FD0932
 FD0932.Superseded values are not recommended for survey control.
 FD0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0932.See file dsdata.txt to determine how the superseded data were derived.
 FD0932
 FD0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7452818078(NAD 83)
 FD0932_MARKER: DD = SURVEY DISK
 FD0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0932_STAMPING: FORK 1962
 FD0932_MARK LOGO: TNHD  
 FD0932_PROJECTION: FLUSH
 FD0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0932+STABILITY: SURFACE MOTION
 FD0932
 FD0932  HISTORY     - Date     Condition        Report By
 FD0932  HISTORY     - 1962     MONUMENTED       TNHD
 FD0932  HISTORY     - 1962     GOOD             TNHD
 FD0932  HISTORY     - 1983     GOOD             NGS
 FD0932
 FD0932                          STATION DESCRIPTION
 FD0932
 FD0932'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0932'THE STATION IS ABOUT 13 MILES NORTH OF LAWRENCEBURG.
 FD0932'
 FD0932'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0932'HIGHWAY 43 IN LAWRENCEBURG,
 FD0932'GO NORTH ON U S HIGHWAY 43 FOR 12.45 MILES TO THE
 FD0932'STATION ON THE RIGHT.
 FD0932'
 FD0932'THE STATION IS 56 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0932'43, 45 FEET NORTH OF THE
 FD0932'APPROXIMATE CENTER OF A DRIVEWAY AND 42 FEET
 FD0932'NORTHWEST OF A 48-INCH OAK TREE.
 FD0932'THE SURFACE AND UNDERGROUND MARKS
 FD0932'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 FD0932'ARE STAMPED FORK
 FD0932'1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FD0932'THE SURFACE DISK
 FD0932'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0932'
 FD0932'REFERENCE MARK NO 1 IS 71 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0932'HIGHWAY 43, 47 FEET SOUTH
 FD0932'OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 46 FEET
 FD0932'EAST OF THE EAST END OF A CULVERT.
 FD0932'IT IS A STANDARD TENNESSEE
 FD0932'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0932'FLUSH, CONCRETE
 FD0932'MONUMENT AND THE DISK IS STAMPED FORK RM 1 1962.
 FD0932'
 FD0932'REFERENCE MARK NO 2 IS 54 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0932'HIGHWAY 43.  IT IS
 FD0932'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0932'10-INCH SQUARE, FLUSH,
 FD0932'CONCRETE MONUMENT AND THE DISK IS STAMPED FORK RM 2 1962.
 FD0932'
 FD0932'THE AZIMUTH MARK IS 51 FEET SOUTH OF THE WEST END OF A CULVERT, 30
 FD0932'FEET WEST OF THE APPROXIMATE
 FD0932'CENTER OF U S HIGHWAY 43 AND 15 FEET SOUTH OF THE
 FD0932'APPROXIMATE CENTER OF A DRIVEWAY.
 FD0932'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0932'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0932'CONCRETE MONUMENT AND
 FD0932'THE DISK IS STAMPED FORK AZI 1962.
 FD0932'
 FD0932'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U S HIGHWAY
 FD0932'43 FOR 0.25 MILE TO THE
 FD0932'AZIMUTH MARK ON THE LEFT.
 FD0932'
 FD0932'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0932'
 FD0932'HEIGHT OF LIGHT ABOVE STATION MARK 30.38 METERS.
 FD0932
 FD0932                          STATION RECOVERY (1962)
 FD0932
 FD0932'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0932'13 MI N FROM LAWRENCEBURG.
 FD0932'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0932'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 12.45 MILES TO
 FD0932'THE STATION ON THE RIGHT.  THE STATION MARK IS 56 FEET EAST OF
 FD0932'THE CENTER OF U.S. HIGHWAY 43, 45 FEET NORTH OF THE CENTER OF A
 FD0932'DRIVEWAY AND 42 FEET NORTHWEST OF A 48-INCH OAK TREE.  THE MARK
 FD0932'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0932'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0932
 FD0932                          STATION RECOVERY (1983)
 FD0932
 FD0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0932'RECOVERED IN GOOD CONDITION.  NOTE, THE OAK TREE NO LONGER STANDS.
 FD0932'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1171 ***********************************************************************
 FD1171  DESIGNATION -  FORK
 FD1171  PID         -  FD1171
 FD1171  STATE/COUNTY-  TN/HICKMAN
 FD1171  USGS QUAD   -  SPOT (1942)
 FD1171
 FD1171                         *CURRENT SURVEY CONTROL
 FD1171  ___________________________________________________________________
 FD1171* NAD 83(1995)-  35 55 44.10913(N)    087 35 16.36399(W)     ADJUSTED  
 FD1171* NAVD 88     -       209.395  (meters)     686.99   (feet)  ADJUSTED  
 FD1171  ___________________________________________________________________
 FD1171  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FD1171  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1171  DYNAMIC HT  -         209.212 (meters)     686.39  (feet)  COMP
 FD1171  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FD1171
 FD1171  HORZ ORDER  -  SECOND
 FD1171  VERT ORDER  -  SECOND    CLASS 0
 FD1171
 FD1171.The horizontal coordinates were established by classical geodetic methods
 FD1171.and adjusted by the National Geodetic Survey in April 1999..
 FD1171
 FD1171.The orthometric height was determined by differential leveling
 FD1171.and adjusted by the National Geodetic Survey in June 1991..
 FD1171
 FD1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1171
 FD1171.The geoid height was determined by GEOID03.
 FD1171
 FD1171.The dynamic height is computed by dividing the NAVD 88
 FD1171.geopotential number by the normal gravity value computed on the
 FD1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1171.degrees latitude (g = 980.6199 gals.).
 FD1171
 FD1171.The modeled gravity was interpolated from observed gravity values.
 FD1171
 FD1171;                    North         East     Units Scale Factor Converg.
 FD1171;SPC TN       -   178,191.217   456,716.101   MT  0.99994977   -0 55 46.6
 FD1171;SPC TN       -   584,615.68  1,498,409.41   sFT  0.99994977   -0 55 46.6
 FD1171;UTM  16      - 3,976,224.247   446,968.075   MT  0.99963465   -0 20 41.9
 FD1171
 FD1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1171!SPC TN       -   0.99997161  x   0.99994977  =   0.99992139
 FD1171!UTM  16      -   0.99997161  x   0.99963465  =   0.99960627
 FD1171
 FD1171:                Primary Azimuth Mark                     Grid Az
 FD1171:SPC TN       -  HICK                                     057 14 55.8
 FD1171:UTM  16      -  HICK                                     056 39 51.1
 FD1171
 FD1171|---------------------------------------------------------------------|
 FD1171| PID    Reference Object                     Distance      Geod. Az  |
 FD1171|                                                           dddmmss.s |
 FD1171| FD1178 HICK                                APPROX. 3.5 KM 0561909.2 |
 FD1171| FD1172 FORK RM 1                            20.162 METERS 10155     |
 FD1171| FD1170 FORK RM 2                            20.036 METERS 20336     |
 FD1171|---------------------------------------------------------------------|
 FD1171
 FD1171                          SUPERSEDED SURVEY CONTROL
 FD1171
 FD1171  NAD 83(1995)-  35 55 44.11123(N)    087 35 16.36774(W) AD(       ) 2
 FD1171  NAD 83(1986)-  35 55 44.11948(N)    087 35 16.36571(W) AD(       ) 2
 FD1171  NAD 27      -  35 55 43.89370(N)    087 35 16.29970(W) AD(       ) 2
 FD1171  NGVD 29 (??/??/92)  209.410  (m)          687.04   (f) ADJ UNCH    2 0
 FD1171
 FD1171.Superseded values are not recommended for survey control.
 FD1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1171.See file dsdata.txt to determine how the superseded data were derived.
 FD1171
 FD1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4696876224(NAD 83)
 FD1171_MARKER: DE = TRAVERSE STATION DISK
 FD1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1171_STAMPING: FORK 1959
 FD1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1171+STABILITY: SURFACE MOTION
 FD1171
 FD1171  HISTORY     - Date     Condition        Report By
 FD1171  HISTORY     - 1959     MONUMENTED       CGS
 FD1171  HISTORY     - 1959     GOOD             CGS
 FD1171
 FD1171                          STATION DESCRIPTION
 FD1171
 FD1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1171'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF ONLY, 3 MILES
 FD1171'NORTH- NORTHEAST OF
 FD1171'SPOT AND 3 MILES SOUTH OF POPLAR GROVE ON THE SOUTHEAST
 FD1171'SLOPE OF A WOODED RIDGE.
 FD1171'
 FD1171'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, GO NORTHEAST ON A
 FD1171'BLACK- TOPPED ROAD FOR
 FD1171'6.5 MILES TO A T-ROAD LEFT, THIS IS ABOUT 0.15 MILE
 FD1171'WEST OF THE STORE IN SPOT.  HERE
 FD1171'TURN LEFT AND GO 0.55 MILE TO A
 FD1171'FORK, TAKE THE RIGHT FORK AND GO 1.1 MILES TO A
 FD1171'T-JUNCTION, TURN LEFT
 FD1171'AND GO 1.95 MILES TO A T-JUNCTION, TURN LEFT AND GO 0.35 MILE TO A
 FD1171'FARM LANE ON
 FD1171'THE RIGHT, TURN SHARP RIGHT, UP A BANK, AND GO NORTH,
 FD1171'THEN EAST ABOUT 150 FEET TO A
 FD1171'WIRE GATE.  PASS THROUGH THIS GATE AND
 FD1171'GO ABOUT 150 FEET EAST ON A DIM TRACK ROAD TO A
 FD1171'DIM TRACKS LEADING
 FD1171'LEFT, NORTH, TURN LEFT ON THE DIM TRACKS AND GO 0.1 MILE TO THE
 FD1171'STATION AS
 FD1171'DESCRIBED.
 FD1171'
 FD1171'THE STATION IS A STANDARD TRAVERSE DISK WITH AN UNDERGROUND MARK, IS
 FD1171'SET IN THE TOP OF A SQUARE
 FD1171'CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF THE
 FD1171'GROUND AND THE DISK IS STAMPED
 FD1171'FORK 1959.  IT IS 16 FEET
 FD1171'NORTH-NORTHWEST OF A 12-INCH OAK TREE WITH A
 FD1171'TRIANGLE BLAZE AND 12.5
 FD1171'FEET SOUTHWEST OF A WITNESS POST.
 FD1171'
 FD1171'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD1171'CONCRETE POST SET FLUSH
 FD1171'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FD1171'FORK NO 1 1959.  IT IS 9 FEET
 FD1171'SOUTHWEST OF AN OAK TREE WITH A
 FD1171'TRIANGLE BLAZE.
 FD1171'
 FD1171'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD1171'CONCRETE POST SET FLUSH
 FD1171'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FD1171'FORK NO 2 1959.  IT IS 7 FEET
 FD1171'NORTH OF AN OAK TREE WITH A TRIANGLE
 FD1171'BLAZE.
 FD1171'
 FD1171'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION AS NO SUITABLE
 FD1171'LOCATION COULD BE FOUND.
 FD1171'
 FD1171'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 FD1171
 FD1171                          STATION RECOVERY (1959)
 FD1171
 FD1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1171'10.4 MI NE FROM ONLY.
 FD1171'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1171'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1171'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1171'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD,
 FD1171'THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 FD1171'THENCE 1.95 MILES WEST AND NORTHEAST TO A FARM ROAD, THENCE
 FD1171'NORTH AND EAST ABOUT 150 FT. TO A WIRE GATE.  PASS THROUGH THIS
 FD1171'GATE AND GO ABOUT 150 FT. EAST TO DIM TRACKS LEADING NORTH,
 FD1171'THENCE GO NORTH FOR 0.1 MILE TO THE STATION AS DESCRIBED, 16 FT.
 FD1171'NORTH-NORTHWEST OF A 12-INCH OAK TREE WITH A TRIANGLE BLAZE,
 FD1171'12.5 FT. SOUTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FD1171'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3369 ***********************************************************************
 GA3369  DESIGNATION -  FORK
 GA3369  PID         -  GA3369
 GA3369  STATE/COUNTY-  TN/CARTER
 GA3369  USGS QUAD   -  ELIZABETHTON (1968)
 GA3369
 GA3369                         *CURRENT SURVEY CONTROL
 GA3369  ___________________________________________________________________
 GA3369* NAD 83(1995)-  36 15 08.41648(N)    082 10 33.31730(W)     ADJUSTED  
 GA3369* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 GA3369  ___________________________________________________________________
 GA3369  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 GA3369  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA3369
 GA3369  HORZ ORDER  -  FIRST
 GA3369
 GA3369.The horizontal coordinates were established by classical geodetic methods
 GA3369.and adjusted by the National Geodetic Survey in April 1999..
 GA3369
 GA3369.The orthometric height was scaled from a topographic map.
 GA3369
 GA3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3369
 GA3369.The geoid height was determined by GEOID03.
 GA3369
 GA3369;                    North         East     Units Scale Factor Converg.
 GA3369;SPC TN       -   219,627.788   943,595.208   MT  0.99997498   +2 14 19.6
 GA3369;SPC TN       -   720,562.17  3,095,778.61   sFT  0.99997498   +2 14 19.6
 GA3369;SPC NC       -   282,165.869   324,204.998   MT  1.00002504   -1 49 59.0
 GA3369;SPC NC       -   925,739.19  1,063,662.56   sFT  1.00002504   -1 49 59.0
 GA3369;UTM  17      - 4,012,578.151   394,353.406   MT  0.99973752   -0 41 43.6
 GA3369
 GA3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3369!SPC TN       -   0.99983197  x   0.99997498  =   0.99980696
 GA3369!SPC NC       -   0.99983197  x   1.00002504  =   0.99985701
 GA3369!UTM  17      -   0.99983197  x   0.99973752  =   0.99956954
 GA3369
 GA3369|---------------------------------------------------------------------|
 GA3369| PID    Reference Object                     Distance      Geod. Az  |
 GA3369|                                                           dddmmss.s |
 GA3369| DB9367 FORK RM 2                             3.635 METERS 04802     |
 GA3369| GA3380 ROAN HIGH BLUFF RESET               APPROX.17.9 KM 1711131.0 |
 GA3369| DB9366 FORK RM 1                             4.038 METERS 27526     |
 GA3369|---------------------------------------------------------------------|
 GA3369
 GA3369                          SUPERSEDED SURVEY CONTROL
 GA3369
 GA3369  NAD 83(1995)-  36 15 08.42314(N)    082 10 33.32264(W) AD(       ) 1
 GA3369  NAD 83(1995)-  36 15 08.42177(N)    082 10 33.32371(W) AD(       ) 1
 GA3369  NAD 83(1995)-  36 15 08.42411(N)    082 10 33.32452(W) AD(       ) 1
 GA3369  NAD 83(1986)-  36 15 08.42383(N)    082 10 33.32455(W) AD(       ) 1
 GA3369  NAD 27      -  36 15 08.02600(N)    082 10 33.85400(W) AD(       ) 1
 GA3369
 GA3369.Superseded values are not recommended for survey control.
 GA3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3369.See file dsdata.txt to determine how the superseded data were derived.
 GA3369
 GA3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9435312578(NAD 83)
 GA3369_MARKER: DS = TRIANGULATION STATION DISK
 GA3369_SETTING: 80 = SET IN A BOULDER
 GA3369_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3369
 GA3369  HISTORY     - Date     Condition        Report By
 GA3369  HISTORY     - 1930     MONUMENTED       CGS
 GA3369
 GA3369                          STATION DESCRIPTION
 GA3369
 GA3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAS)
 GA3369'ABOUT 7 MILES NORTHWEST OF VILLAGE OF ROAN MOUNTAIN, 2-1/2 MILES
 GA3369'SOUTH OF VILLAGE
 GA3369'OF HAMPTON, AND ON HIGHEST POINT OF FORK MOUNTAIN
 GA3369'WHICH IS WOODED WITH LARGE HARDWOOD
 GA3369'TREES.  TO REACH FROM W.M.  HILLS
 GA3369'STORE ON MAIN HIGHWAY ABOUT 8 MILES BY ROAD FROM ROAN
 GA3369'MOUNTAIN AND
 GA3369'ABOUT 6 MILES BY ROAD FROM HAMPTON, TURN ONTO DIRT ROAD LEADING NORTH
 GA3369'ON WEST SIDE OF
 GA3369'STORE AND FOLLOW ABOUT 1/2 MILE TO FORK IN SMALL
 GA3369'STREAM, TURN LEFT UP BANK AND GO
 GA3369'ABOUT 1/2 MILE TO HOUSE OCCUPIED BY
 GA3369'DAVE HONEYCUTT AND LOCALLY KNOWN FOR ITS
 GA3369'BOWL-SHAPED SPRING IN SOLID
 GA3369'ROCK.  THIS IS AS FAR AS CAR CAN BE DRIVEN.  IT IS ABOUT A
 GA3369'50-MINUTE WALK
 GA3369'FROM HERE TO STATION SITE.  CONTINUE ALONG ROAD AS IT SWINGS TO
 GA3369'RIGHT, AT FORK ABOUT 75
 GA3369'YARDS FROM HOUSE TURN RIGHT AND CONTINUE PAST
 GA3369'SPOT WHERE A HOUSE HAS BURNED ON LEFT AND
 GA3369'ANOTHER SMALL HOUSE IS ON
 GA3369'LEFT.  AT FORK JUST BEYOND THIS HOUSE MAKE SHARP TURN BACK
 GA3369'TO LEFT ALONG
 GA3369'DIM ROAD AND FOLLOW IT UP DRAW AND BACK TO RIGHT ALONG EAST
 GA3369'SIDE OF MOUNTAIN BEYOND
 GA3369'PLACE WHERE IT GOES DOWN INTO DRAW.  SHORT
 GA3369'DISTANCE FROM HERE IT SWINGS FROM WEST TO
 GA3369'NORTH IN BOTTOM OF DRAW AT
 GA3369'OLD APPLE TREE.  LEAVE ROAD HERE AND GO WEST UP DRAW TO TOP
 GA3369'OF RIDGE, TURN
 GA3369'RIGHT AND GO NORTH ALONG RIDGE ABOUT 1/4 MILE TO HIGHEST POINT
 GA3369'AND STATION SITE.
 GA3369'MARKED BY STANDARD STATION DISK IN BOULDER,
 GA3369'ABOUT 6 INCHES BELOW SURFACE OF
 GA3369'GROUND.  THERE IS NO UNDERGROUND
 GA3369'MARK.  REFERENCE MARKS ARE STANDARD REFERENCE MARKS
 GA3369'IN BOULDERS,
 GA3369'WHICH PROJECT ABOUT 2 INCHES ABOVE SURFACE OF GROUND.  ROCK
 GA3369'CAIRN IS BUILT
 GA3369'OVER EACH OF THREE MARKS.  REFERENCE MARK NO.  1 IS
 GA3369'3.635 METERS (11.93 FEET) FROM
 GA3369'STATION.  NO. 2 IS 4.038 METERS (13.25 FEET) FROM STATION
 GA3369'N 84 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0934 ***********************************************************************
 FD0934  DESIGNATION -  FORK AZ MK
 FD0934  PID         -  FD0934
 FD0934  STATE/COUNTY-  TN/LAWRENCE
 FD0934  USGS QUAD   -  SUMMERTOWN (1976)
 FD0934
 FD0934                         *CURRENT SURVEY CONTROL
 FD0934  ___________________________________________________________________
 FD0934* NAD 83(1986)-  35 24 34.     (N)    087 16 54.     (W)     SCALED    
 FD0934* NAVD 88     -       286.005  (meters)     938.33   (feet)  ADJUSTED  
 FD0934  ___________________________________________________________________
 FD0934  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0934  DYNAMIC HT  -         285.739 (meters)     937.46  (feet)  COMP
 FD0934  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FD0934
 FD0934  VERT ORDER  -  FIRST     CLASS II
 FD0934
 FD0934.The horizontal coordinates were scaled from a topographic map and have
 FD0934.an estimated accuracy of +/- 6 seconds.
 FD0934
 FD0934.The orthometric height was determined by differential leveling
 FD0934.and adjusted by the National Geodetic Survey in June 1991..
 FD0934
 FD0934.The geoid height was determined by GEOID03.
 FD0934
 FD0934.The dynamic height is computed by dividing the NAVD 88
 FD0934.geopotential number by the normal gravity value computed on the
 FD0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0934.degrees latitude (g = 980.6199 gals.).
 FD0934
 FD0934.The modeled gravity was interpolated from observed gravity values.
 FD0934
 FD0934;                    North         East    Units  Estimated Accuracy
 FD0934;SPC TN       -   120,160.      483,590.      MT  (+/- 180 meters Scaled)
 FD0934
 FD0934                          SUPERSEDED SURVEY CONTROL
 FD0934
 FD0934  NGVD 29 (??/??/92)  285.984  (m)          938.27   (f) ADJ UNCH    1 2
 FD0934
 FD0934.Superseded values are not recommended for survey control.
 FD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0934.See file dsdata.txt to determine how the superseded data were derived.
 FD0934
 FD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744184(NAD 83)
 FD0934_MARKER: DD = SURVEY DISK
 FD0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0934_STAMPING: FORK AZI 1962
 FD0934_MARK LOGO: TNHD  
 FD0934_PROJECTION: FLUSH
 FD0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0934+STABILITY: SURFACE MOTION
 FD0934
 FD0934  HISTORY     - Date     Condition        Report By
 FD0934  HISTORY     - 1962     MONUMENTED       TNHD
 FD0934  HISTORY     - 1983     GOOD             NGS
 FD0934
 FD0934                          STATION DESCRIPTION
 FD0934
 FD0934'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0934'13 MI N FROM LAWRENCEBURG.
 FD0934'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0934'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 12.70
 FD0934'MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 30 FEET WEST
 FD0934'OF THE CENTERLINE OF U.S. HIGHWAY 43, 15 FEET SOUTH OF THE CENTER
 FD0934'OF A DRIVEWAY AND 51 FEET SOUTH OF THE WEST END OF A CULVERT.
 FD0934'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0934'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0934
 FD0934                          STATION RECOVERY (1983)
 FD0934
 FD0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0934'RECOVERED IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW.
 FD0934'11.49 METERS (37.7 FT) SOUTH OF THE SOUTH END OF A BOX CULVERT UNDER
 FD0934'HIGHWAY 43, AND 19.72 METERS (64.7 FT) EAST OF A BARBWIRE FENCE LINE.
 FD0934'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0931 ***********************************************************************
 FD0931  DESIGNATION -  FORK RM 1
 FD0931  PID         -  FD0931
 FD0931  STATE/COUNTY-  TN/LAWRENCE
 FD0931  USGS QUAD   -  SUMMERTOWN (1976)
 FD0931
 FD0931                         *CURRENT SURVEY CONTROL
 FD0931  ___________________________________________________________________
 FD0931* NAD 83(1986)-  35 24 21.     (N)    087 16 49.     (W)     SCALED    
 FD0931* NAVD 88     -       284.288  (meters)     932.70   (feet)  ADJUSTED  
 FD0931  ___________________________________________________________________
 FD0931  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0931  DYNAMIC HT  -         284.024 (meters)     931.84  (feet)  COMP
 FD0931  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FD0931
 FD0931  VERT ORDER  -  FIRST     CLASS II
 FD0931
 FD0931.The horizontal coordinates were scaled from a topographic map and have
 FD0931.an estimated accuracy of +/- 6 seconds.
 FD0931
 FD0931.The orthometric height was determined by differential leveling
 FD0931.and adjusted by the National Geodetic Survey in June 1991..
 FD0931
 FD0931.The geoid height was determined by GEOID03.
 FD0931
 FD0931.The dynamic height is computed by dividing the NAVD 88
 FD0931.geopotential number by the normal gravity value computed on the
 FD0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0931.degrees latitude (g = 980.6199 gals.).
 FD0931
 FD0931.The modeled gravity was interpolated from observed gravity values.
 FD0931
 FD0931;                    North         East    Units  Estimated Accuracy
 FD0931;SPC TN       -   119,750.      483,710.      MT  (+/- 180 meters Scaled)
 FD0931
 FD0931                          SUPERSEDED SURVEY CONTROL
 FD0931
 FD0931  NGVD 29 (??/??/92)  284.260  (m)          932.61   (f) ADJ UNCH    1 2
 FD0931
 FD0931.Superseded values are not recommended for survey control.
 FD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0931.See file dsdata.txt to determine how the superseded data were derived.
 FD0931
 FD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE745180(NAD 83)
 FD0931_MARKER: DD = SURVEY DISK
 FD0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0931_STAMPING: FORK RM 1 1962
 FD0931_MARK LOGO: TNHD  
 FD0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0931+STABILITY: SURFACE MOTION
 FD0931
 FD0931  HISTORY     - Date     Condition        Report By
 FD0931  HISTORY     - 1962     MONUMENTED       TNHD
 FD0931  HISTORY     - 1983     GOOD             NGS
 FD0931
 FD0931                          STATION DESCRIPTION
 FD0931
 FD0931'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0931'13 MI N FROM LAWRENCEBURG.
 FD0931'THIS MARK IS LOCATED AT THE FORK 1962 STATION SITE, 71 FEET EAST
 FD0931'OF THE CENTER OF U.S. HIGHWAY 43, 47 FEET SOUTH OF THE CENTER OF A
 FD0931'DRIVEWAY, 92 FEET SOUTHEAST OF THE STATION AND 46 FEET EAST OF THE
 FD0931'EAST END OF A CULVERT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0931'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0931'FLUSH WITH THE GROUND.
 FD0931
 FD0931                          STATION RECOVERY (1983)
 FD0931
 FD0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1172 ***********************************************************************
 FD1172  DESIGNATION -  FORK RM 1
 FD1172  PID         -  FD1172
 FD1172  STATE/COUNTY-  TN/HICKMAN
 FD1172  USGS QUAD   -  SPOT (1942)
 FD1172
 FD1172                         *CURRENT SURVEY CONTROL
 FD1172  ___________________________________________________________________
 FD1172* NAD 83(1986)-  35 55 43.     (N)    087 35 16.     (W)     SCALED    
 FD1172* NAVD 88     -       207.409  (meters)     680.47   (feet)  ADJUSTED  
 FD1172  ___________________________________________________________________
 FD1172  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1172  DYNAMIC HT  -         207.228 (meters)     679.88  (feet)  COMP
 FD1172  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FD1172
 FD1172  VERT ORDER  -  SECOND    CLASS 0
 FD1172
 FD1172.The horizontal coordinates were scaled from a topographic map and have
 FD1172.an estimated accuracy of +/- 6 seconds.
 FD1172
 FD1172.The orthometric height was determined by differential leveling
 FD1172.and adjusted by the National Geodetic Survey in June 1991..
 FD1172
 FD1172.The geoid height was determined by GEOID03.
 FD1172
 FD1172.The dynamic height is computed by dividing the NAVD 88
 FD1172.geopotential number by the normal gravity value computed on the
 FD1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1172.degrees latitude (g = 980.6199 gals.).
 FD1172
 FD1172.The modeled gravity was interpolated from observed gravity values.
 FD1172
 FD1172;                    North         East    Units  Estimated Accuracy
 FD1172;SPC TN       -   178,160.      456,730.      MT  (+/- 180 meters Scaled)
 FD1172
 FD1172                          SUPERSEDED SURVEY CONTROL
 FD1172
 FD1172  NGVD 29 (??/??/92)  207.424  (m)          680.52   (f) ADJ UNCH    2 0
 FD1172
 FD1172.Superseded values are not recommended for survey control.
 FD1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1172.See file dsdata.txt to determine how the superseded data were derived.
 FD1172
 FD1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE469761(NAD 83)
 FD1172_MARKER: DR = REFERENCE MARK DISK
 FD1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1172_STAMPING: FORK NO 1 1959
 FD1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1172+STABILITY: SURFACE MOTION
 FD1172
 FD1172  HISTORY     - Date     Condition        Report By
 FD1172  HISTORY     - 1959     MONUMENTED       CGS
 FD1172
 FD1172                          STATION DESCRIPTION
 FD1172
 FD1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1172'10.4 MI NE FROM ONLY.
 FD1172'THIS MARK IS LOCATED AT THE FORK 1959 STATION SITE, 66.1 FT.
 FD1172'EAST-SOUTHEAST OF THE STATION MARK, 9 FT. SOUTH OF AN OAK TREE
 FD1172'WITH A TRIANGLE BLAZE, A DISK SET IN TOP OF A CONCRETE POST,
 FD1172'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0933 ***********************************************************************
 FD0933  DESIGNATION -  FORK RM 2
 FD0933  PID         -  FD0933
 FD0933  STATE/COUNTY-  TN/LAWRENCE
 FD0933  USGS QUAD   -  SUMMERTOWN (1976)
 FD0933
 FD0933                         *CURRENT SURVEY CONTROL
 FD0933  ___________________________________________________________________
 FD0933* NAD 83(1986)-  35 24 22.     (N)    087 16 49.     (W)     SCALED    
 FD0933* NAVD 88     -       287.472  (meters)     943.15   (feet)  ADJUSTED  
 FD0933  ___________________________________________________________________
 FD0933  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0933  DYNAMIC HT  -         287.205 (meters)     942.27  (feet)  COMP
 FD0933  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FD0933
 FD0933  VERT ORDER  -  FIRST     CLASS II
 FD0933
 FD0933.The horizontal coordinates were scaled from a topographic map and have
 FD0933.an estimated accuracy of +/- 6 seconds.
 FD0933
 FD0933.The orthometric height was determined by differential leveling
 FD0933.and adjusted by the National Geodetic Survey in June 1991..
 FD0933
 FD0933.The geoid height was determined by GEOID03.
 FD0933
 FD0933.The dynamic height is computed by dividing the NAVD 88
 FD0933.geopotential number by the normal gravity value computed on the
 FD0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0933.degrees latitude (g = 980.6199 gals.).
 FD0933
 FD0933.The modeled gravity was interpolated from observed gravity values.
 FD0933
 FD0933;                    North         East    Units  Estimated Accuracy
 FD0933;SPC TN       -   119,790.      483,710.      MT  (+/- 180 meters Scaled)
 FD0933
 FD0933                          SUPERSEDED SURVEY CONTROL
 FD0933
 FD0933  NGVD 29 (??/??/92)  287.444  (m)          943.06   (f) ADJ UNCH    1 2
 FD0933
 FD0933.Superseded values are not recommended for survey control.
 FD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0933.See file dsdata.txt to determine how the superseded data were derived.
 FD0933
 FD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE745181(NAD 83)
 FD0933_MARKER: DD = SURVEY DISK
 FD0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0933_STAMPING: FORK RM 2 1962
 FD0933_MARK LOGO: TNHD  
 FD0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0933+STABILITY: SURFACE MOTION
 FD0933
 FD0933  HISTORY     - Date     Condition        Report By
 FD0933  HISTORY     - 1962     MONUMENTED       TNHD
 FD0933  HISTORY     - 1983     GOOD             NGS
 FD0933
 FD0933                          STATION DESCRIPTION
 FD0933
 FD0933'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0933'13 MI N FROM LAWRENCEBURG.
 FD0933'THIS MARK IS LOCATED AT THE FORK 1962 STATION SITE, 54 FEET
 FD0933'EAST OF THE CENTER OF U.S. HIGHWAY 43 AND 83 FEET NORTHWEST OF THE
 FD0933'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0933'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0933'THE GROUND.
 FD0933
 FD0933                          STATION RECOVERY (1983)
 FD0933
 FD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0933'RECOVERED IN GOOD CONDITION.
 FD0933'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FD0933'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1170 ***********************************************************************
 FD1170  DESIGNATION -  FORK RM 2
 FD1170  PID         -  FD1170
 FD1170  STATE/COUNTY-  TN/HICKMAN
 FD1170  USGS QUAD   -  SPOT (1942)
 FD1170
 FD1170                         *CURRENT SURVEY CONTROL
 FD1170  ___________________________________________________________________
 FD1170* NAD 83(1986)-  35 55 43.     (N)    087 35 16.     (W)     SCALED    
 FD1170* NAVD 88     -       208.191  (meters)     683.04   (feet)  ADJUSTED  
 FD1170  ___________________________________________________________________
 FD1170  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1170  DYNAMIC HT  -         208.009 (meters)     682.44  (feet)  COMP
 FD1170  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FD1170
 FD1170  VERT ORDER  -  SECOND    CLASS 0
 FD1170
 FD1170.The horizontal coordinates were scaled from a topographic map and have
 FD1170.an estimated accuracy of +/- 6 seconds.
 FD1170
 FD1170.The orthometric height was determined by differential leveling
 FD1170.and adjusted by the National Geodetic Survey in June 1991..
 FD1170
 FD1170.The geoid height was determined by GEOID03.
 FD1170
 FD1170.The dynamic height is computed by dividing the NAVD 88
 FD1170.geopotential number by the normal gravity value computed on the
 FD1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1170.degrees latitude (g = 980.6199 gals.).
 FD1170
 FD1170.The modeled gravity was interpolated from observed gravity values.
 FD1170
 FD1170;                    North         East    Units  Estimated Accuracy
 FD1170;SPC TN       -   178,160.      456,730.      MT  (+/- 180 meters Scaled)
 FD1170
 FD1170                          SUPERSEDED SURVEY CONTROL
 FD1170
 FD1170  NGVD 29 (??/??/92)  208.205  (m)          683.09   (f) ADJ UNCH    2 0
 FD1170
 FD1170.Superseded values are not recommended for survey control.
 FD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1170.See file dsdata.txt to determine how the superseded data were derived.
 FD1170
 FD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE469761(NAD 83)
 FD1170_MARKER: DR = REFERENCE MARK DISK
 FD1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1170_STAMPING: FORK NO 2 1959
 FD1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1170+STABILITY: SURFACE MOTION
 FD1170
 FD1170  HISTORY     - Date     Condition        Report By
 FD1170  HISTORY     - 1959     MONUMENTED       CGS
 FD1170
 FD1170                          STATION DESCRIPTION
 FD1170
 FD1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1170'10.4 MI NE FROM ONLY.
 FD1170'THIS MARK IS LOCATED AT THE FORK 1959 STATION SITE, 65.7 FT.
 FD1170'SOUTH OF THE STATION MARK, 7 FT. NORTH OF AN OAK TREE WITH A
 FD1170'TRIANGLE BLAZE, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FD1170'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2419 ***********************************************************************
 GB2419  DESIGNATION -  FORKS
 GB2419  PID         -  GB2419
 GB2419  STATE/COUNTY-  TN/PUTNAM
 GB2419  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2419
 GB2419                         *CURRENT SURVEY CONTROL
 GB2419  ___________________________________________________________________
 GB2419* NAD 83(1995)-  36 14 04.99709(N)    085 30 35.24958(W)     ADJUSTED  
 GB2419* NAVD 88     -       343.58   (+/-2cm)    1127.2    (feet)  VERTCON   
 GB2419  ___________________________________________________________________
 GB2419  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GB2419  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2419
 GB2419  HORZ ORDER  -  THIRD
 GB2419  VERT ORDER  -  THIRD ? (See Below)
 GB2419
 GB2419.The horizontal coordinates were established by classical geodetic methods
 GB2419.and adjusted by the National Geodetic Survey in April 1999..
 GB2419
 GB2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2419.The vertical order pertains to the NGVD 29 superseded value.
 GB2419
 GB2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2419
 GB2419.The geoid height was determined by GEOID03.
 GB2419
 GB2419;                    North         East     Units Scale Factor Converg.
 GB2419;SPC TN       -   211,069.761   644,066.270   MT  0.99997278   +0 17 13.2
 GB2419;SPC TN       -   692,484.71  2,113,074.09   sFT  0.99997278   +0 17 13.2
 GB2419;UTM  16      - 4,011,012.522   633,914.404   MT  0.99982096   +0 52 51.5
 GB2419
 GB2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2419!SPC TN       -   0.99995075  x   0.99997278  =   0.99992353
 GB2419!UTM  16      -   0.99995075  x   0.99982096  =   0.99977172
 GB2419
 GB2419:                Primary Azimuth Mark                     Grid Az
 GB2419:SPC TN       -  FORKS AZ MK                              196 17 39.9
 GB2419:UTM  16      -  FORKS AZ MK                              195 42 01.6
 GB2419
 GB2419|---------------------------------------------------------------------|
 GB2419| PID    Reference Object                     Distance      Geod. Az  |
 GB2419|                                                           dddmmss.s |
 GB2419| CG5811 FORKS AZ MK                                        1963453.1 |
 GB2419| CG5812 FORKS RM 1                           22.814 METERS 20921     |
 GB2419| GB2421 TT 1 E                               32.751 METERS 31622     |
 GB2419|---------------------------------------------------------------------|
 GB2419
 GB2419                          SUPERSEDED SURVEY CONTROL
 GB2419
 GB2419  NAD 83(1995)-  36 14 04.99985(N)    085 30 35.25173(W) AD(       ) 3
 GB2419  NAD 83(1995)-  36 14 05.00256(N)    085 30 35.25273(W) AD(       ) 3
 GB2419  NAD 83(1986)-  36 14 05.00928(N)    085 30 35.25189(W) AD(       ) 3
 GB2419  NAD 27      -  36 14 04.79600(N)    085 30 35.34100(W) AD(       ) 3
 GB2419  NGVD 29 (07/19/86)  343.66   (m)         1127.5    (f) LEVELING    3  
 GB2419
 GB2419.Superseded values are not recommended for survey control.
 GB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2419.See file dsdata.txt to determine how the superseded data were derived.
 GB2419
 GB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3391411013(NAD 83)
 GB2419_MARKER: DS = TRIANGULATION STATION DISK
 GB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2419
 GB2419  HISTORY     - Date     Condition        Report By
 GB2419  HISTORY     - 1949     MONUMENTED       CGS
 GB2419
 GB2419                          STATION DESCRIPTION
 GB2419
 GB2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2419'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BAXTER AND 5 MILES
 GB2419'NORTH OF COOKEVILLE JUST EAST OF THE RIGHT OF WAY OF STATE HIGHWAY
 GB2419'135. IT IS 81 FEET NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND
 GB2419'GRAVEL T ROAD EAST AND 23 FEET NORTH OF CENTER OF GRAVEL ROAD. THE
 GB2419'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FORKS 1949.
 GB2419'
 GB2419'REFERENCE MARK NO. 1 IS 31 FEET EAST OF CENTER OF HIGHWAY AND 26 FEET
 GB2419'SOUTH T OF CENTER OF GRAVEL ROAD. THE MARK PROJECTS ABOUT 4
 GB2419'INCHES AND THE DISK IS STAMPED FORKS NO. 1 1949.
 GB2419'
 GB2419'TTIE (USGS) IS 42 FEET NORTHEAST OF CENTER OF HIGHWAY AND 16 FEET
 GB2419'NORTH OF THE CENTER OF A DIRT ROAD. THE MARK IS A 4X4 INCHES
 GB2419'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A
 GB2419'STANDARD USGS BM DISK STAMPED TTIE 1930.
 GB2419'
 GB2419'AZIMUTH MARK IS 23 FEET WEST OF CENTER OF HIGHWAY 135 AND 2 FEET
 GB2419'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND
 GB2419'THE DISK IS STAMPED FORKS 1949.
 GB2419'
 GB2419'TO REACH STATION FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO
 GB2419'ALONG THE NORTH SIDE OF COURTHOUSE FOR 0.1 MILE TO WHERE STATE
 GB2419'HIGHWAY 135 GOES NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 135 FOR
 GB2419'5.2 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD
 GB2419'ON HIGHWAY FOR 0.1 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO ABOUT
 GB2419'0.05 MILE TO THE STATION ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 GB2419'
 GB2419'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1634 ***********************************************************************
 FE1634  DESIGNATION -  FORT
 FE1634  PID         -  FE1634
 FE1634  STATE/COUNTY-  TN/LAUDERDALE
 FE1634  USGS QUAD   -  GOLDDUST (1983)
 FE1634
 FE1634                         *CURRENT SURVEY CONTROL
 FE1634  ___________________________________________________________________
 FE1634* NAD 83(1995)-  35 38 31.06223(N)    089 49 35.35691(W)     ADJUSTED  
 FE1634* NAVD 88     -       137.117  (meters)     449.86   (feet)  ADJUSTED  
 FE1634  ___________________________________________________________________
 FE1634  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 FE1634  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1634  DYNAMIC HT  -         137.001 (meters)     449.48  (feet)  COMP
 FE1634  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1634
 FE1634  HORZ ORDER  -  FIRST
 FE1634  VERT ORDER  -  FIRST     CLASS II
 FE1634
 FE1634.The horizontal coordinates were established by classical geodetic methods
 FE1634.and adjusted by the National Geodetic Survey in April 1999..
 FE1634
 FE1634.The orthometric height was determined by differential leveling
 FE1634.and adjusted by the National Geodetic Survey in June 1991..
 FE1634
 FE1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1634
 FE1634.The geoid height was determined by GEOID03.
 FE1634
 FE1634.The dynamic height is computed by dividing the NAVD 88
 FE1634.geopotential number by the normal gravity value computed on the
 FE1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1634.degrees latitude (g = 980.6199 gals.).
 FE1634
 FE1634.The modeled gravity was interpolated from observed gravity values.
 FE1634
 FE1634;                    North         East     Units Scale Factor Converg.
 FE1634;SPC TN       -   151,964.915   253,541.212   MT  0.99995399   -2 14 24.6
 FE1634;SPC TN       -   498,571.56    831,826.46   sFT  0.99995399   -2 14 24.6
 FE1634;SPC AR N     -   147,353.825   596,825.345   MT  0.99993644   +1 15 53.2
 FE1634;SPC AR N     -   483,443.34  1,958,084.49   sFT  0.99993644   +1 15 53.2
 FE1634;UTM  16      - 3,947,918.164   244,075.268   MT  1.00040719   -1 38 52.6
 FE1634
 FE1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1634!SPC TN       -   0.99998278  x   0.99995399  =   0.99993677
 FE1634!SPC AR N     -   0.99998278  x   0.99993644  =   0.99991923
 FE1634!UTM  16      -   0.99998278  x   1.00040719  =   1.00038997
 FE1634
 FE1634|---------------------------------------------------------------------|
 FE1634| PID    Reference Object                     Distance      Geod. Az  |
 FE1634|                                                           dddmmss.s |
 FE1634| CG4058 FORT RM 3                            24.934 METERS 01255     |
 FE1634| FE2646 FORT PILLOW STATE FARM TANK         APPROX. 8.0 KM 0733753.6 |
 FE1634| FE2087 FORT RM 5                             4.359 METERS 18340     |
 FE1634| CG4057 FORT RM 1                           138.532 METERS 20237     |
 FE1634| FE2086 FORT RM 4                            25.181 METERS 26512     |
 FE1634| FE1633 FORT RM 2                            60.899 METERS 27351     |
 FE1634| FE2866 FORT AZ MK                                         2781406.8 |
 FE1634|---------------------------------------------------------------------|
 FE1634
 FE1634                          SUPERSEDED SURVEY CONTROL
 FE1634
 FE1634  NAD 83(1995)-  35 38 31.07223(N)    089 49 35.35861(W) AD(       ) 1
 FE1634  NAD 83(1986)-  35 38 31.07419(N)    089 49 35.35843(W) AD(       ) 1
 FE1634  NAD 27      -  35 38 30.78750(N)    089 49 35.06040(W) AD(       ) 1
 FE1634  NGVD 29 (??/??/??)  137.083  (m)          449.75   (f) ADJUSTED    1 2
 FE1634
 FE1634.Superseded values are not recommended for survey control.
 FE1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1634.See file dsdata.txt to determine how the superseded data were derived.
 FE1634
 FE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4407547918(NAD 83)
 FE1634_MARKER: DS = TRIANGULATION STATION DISK
 FE1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1634_STAMPING: FORT 1929
 FE1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1634+STABILITY: SURFACE MOTION
 FE1634
 FE1634  HISTORY     - Date     Condition        Report By
 FE1634  HISTORY     - 1929     MONUMENTED       CGS
 FE1634  HISTORY     - 1957     GOOD             CGS
 FE1634  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FE1634  HISTORY     - 1974     GOOD             LOCSUR
 FE1634  HISTORY     - 1976     GOOD             NGS
 FE1634
 FE1634                          STATION DESCRIPTION
 FE1634
 FE1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE1634'ABOUT 4 MILES NORTHEAST OF FULTON, 18 MILES SOUTHWEST OF HENNINGS, 5
 FE1634'MILES SOUTHWEST OF MACK, ABOUT 1 MILE EAST OF MAIN WORKS OF OLD FORT
 FE1634'PILLOW ON MISSISSIPPI RIVER, AND ON LAND OWNED BY WARD VOLKMAR (OF
 FE1634'GATES) AND OCCUPIED BY ED. TAYLOR.  TO REACH FROM HENNINGS, GO ABOUT
 FE1634'18 MILES ON THE NEW GRADED ROAD VIA GLIMP, CHERRY, AND MACK TO ROAD
 FE1634'LEADING NORTH TO FORT PILLOW AT PRICE (ABOUT 5 MILES FROM MACK),
 FE1634'AND FOLLOW THIS NORTH ROAD TO TOP OF STEEP GRADE WITH CHURCH ON LEFT.
 FE1634'THE TAYLOR HOUSE IS ON HIGHEST PART OF HILL, ABOUT 1/2 MILE NORTH
 FE1634'OF CHURCH, AND JUST BEFORE RD DESCENDS GRADE IN CUT.  STATION IS
 FE1634'JUST NORTH OF RIGHT-ANGLE BEND TO LEFT IN ROAD 100 YARDS BEFORE
 FE1634'REACHING TAYLORS HOUSE, IN A SMALL TRIANGULAR FIELD ABOUT
 FE1634'200 FEET SOUTHEAST OF TAYLORS HOUSE, ABOUT 35 FEET EAST OF 18-INCH
 FE1634'PERSIMMON TREE WITH BLAZE ON WEST SIDE, 60 FEET WEST OF 24-INCH OAK
 FE1634'TREE, AND 50 FEET WEST OF ANGLE IN PARAPET OF OLD FORT PILLOW.
 FE1634'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE1634'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE
 FE1634'DISKS IN CONCRETE. NO. 1 IS 15 FEET WEST FROM CENTER LINE
 FE1634'OF ROAD, 25 YARDS NORTHWEST OF HOUSE WITH SMALL LOG CABIN IN REAR,
 FE1634'AND 454.5 FEET FROM STATION S 22 DEG 37 MIN W. NO. 2 IS
 FE1634'IN FENCE CORNER, ABOUT 60 YARDS SOUTH OF HOUSE OCCUPIED BY TAYLOR,
 FE1634'AND 199.8 FEET FROM STATION N 36 DEG 09 MIN W.
 FE1634
 FE1634                          STATION RECOVERY (1957)
 FE1634
 FE1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1634'5.2 MI NE FROM FULTON.
 FE1634'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1634'AT FULTON, THENCE 1.05 MILES NORTHWEST ALONG A GRADED ROAD, ON
 FE1634'TOP OF A RIDGE, NEAR THE SITE OF AN OLD ABANDONED FORT, 181
 FE1634'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 183 FEET
 FE1634'EAST-NORTHEAST OF POWER LINE POLE NO. 17, 17 FEET NORTHEAST OF
 FE1634'A 8-INCH BLACK LOCUST TREE IN FENCE LINE, 199 1/2 FEET EAST
 FE1634'OF RM NO. 2, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FE1634'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1634'GROUND. NOTE-- IT IS 275 FEET SW OF THE SW CORNER OF AN OLD
 FE1634'ABANDONED HOUSE, 60 FEET E OF A 20 INCH TREE, 12 FEET NE OF A 12
 FE1634'INCH TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 15 FEET NORTH
 FE1634'OF A WIRE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 FE1634
 FE1634                          STATION RECOVERY (1958)
 FE1634
 FE1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1634'THE STATION WAS RECOVERED. REFERENCE MARKS NOS. 1 AND 2 WERE NOT
 FE1634'FOUND AND NOS. 3 AND 4 AND AN AZIMUTH MARK WERE SET AT THIS TIME. A
 FE1634'NEW DESCRIPTION FOLLOWS.
 FE1634'
 FE1634'THE STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF CHERRY, 11 MILES
 FE1634'WEST-NORTHWEST OF COVINGTON, 1.5 MILES EAST OF THE MISSISSIPPI
 FE1634'RIVER AND ON PROPERTY OWNED BY C.H. SULLIVAN OF COVINGTON. IT IS 5
 FE1634'FEET NORTHWEST OF A WHITE WITNESS POST, 29 FEET SOUTH OF A WOVEN
 FE1634'WIRE FENCE, 15 FEET NORTH OF A BARBED WIRE FENCE AND 275 FEET SOUTH
 FE1634'OF THE SOUTHWEST CORNER OF A FRAME HOUSE. THE MONUMENT PROJECTS 4
 FE1634'INCHES AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'TO REACH THE STATION FROM THE PAVED T-ROAD INTERSECTION IN CHERRY, GO
 FE1634'SOUTH AND WEST ON STATE HIGHWAY 87 FOR 2.0 MILES TO THE ENTRANCE TO
 FE1634'FORT PILLOW STATE FARM. CONTINUE SOUTHWESTERLY ON HIGHWAY 87 FOR 4.9
 FE1634'MILES TO A GRAVELED SIDE ROAD RIGHT, NORTHWEST. TURN RIGHT AND GO
 FE1634'1.1 MILES TO A DRIVEWAY AND A WOODEN GATE ON THE RIGHT. *TURN RIGHT
 FE1634'INTO DRIVEWAY, PASSING THROUGH THE GATE, FOR 0.05 MILE TO A WOODEN
 FE1634'SHED. TURN RIGHT, KEEPING TO THE LEFT OF THE SHED AND GO 0.1 MILE TO
 FE1634'THE TOP OF THE HILL AND THE STATION.
 FE1634'
 FE1634'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD ON THE
 FE1634'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE1634'
 FE1634'REFERENCE MARK 3 IS 196 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME
 FE1634'HOUSE AND SET UNDER A BARBED WIRE FENCE. THE MONUMENT PROJECTS
 FE1634'4 INCHES AND THE DISK IS STAMPED FORT NO 3 1929.
 FE1634'
 FE1634'REFERENCE MARK 4 IS 86 FEET WEST OF A WHITE WITNESS POST, 99 FEET
 FE1634'EAST OF A POWERLINE POLE AND AT THE SOUTH SIDE OF A FENCE. THE
 FE1634'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED FORT NO 4 1929.
 FE1634'
 FE1634'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF A WHITE WITNESS POST, 120
 FE1634'FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION OF A FIELD ROAD AND
 FE1634'THE GRAVELED ROAD, 24 FEET NORTH OF A LARGE OAK TREE AND 15 FEET
 FE1634'SOUTH OF THE CENTERLINE OF THE FIELD ROAD. THE MONUMENT PROJECTS
 FE1634'3 INCHES AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 FE1634
 FE1634                          STATION RECOVERY (1974)
 FE1634
 FE1634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (KHH)
 FE1634'FORT 1929 RECOVERED GOOD BUT - 1 INCH ABOVE GRD.
 FE1634'
 FE1634'RM NO. 2 FOUND LYING ON EDGE AT DESCRIBED LOCATION.
 FE1634'
 FE1634'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE OF FULTON.
 FE1634
 FE1634                          STATION RECOVERY (1976)
 FE1634
 FE1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE1634'THE STATION MARK WAS FOUND IN GOOD CONDITION ALONG WITH REFERENCE
 FE1634'MARK 4.  REFERENCE MARK 3 WAS FOUND WITH THE TOP SHEARED OFF AND THE
 FE1634'DISK GONE.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 FE1634'OBSTRUCTED TO THE STATION BY TREES.  REFERENCE MARK 2 WAS FOUND
 FE1634'UPROOTED AND THE DISK WAS SALVAGED.  REFERENCE MARK 5 WAS SET.
 FE1634'THE DISTANCE TO REFERENCE MARK 4 CHECKED.  A NEW DESCRIPTION
 FE1634'FOLLOWS--
 FE1634'
 FE1634'THE STATION IS LOCATED ON THE PROPERTY OF MR. C.H. SULLIVAN OF
 FE1634'COVINGTON, TENN.  275 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 FE1634'OLD ABANDONED HOUSE, 60 FEET EAST OF A 20 INCH TREE, 12 FEET
 FE1634'NORTHEAST OF A 12 INCH TREE WITH A TRAINGULAR BLAZE ON THE NORTH
 FE1634'SIDE, 15 FEET NORTH OF A WIRE FENCE, 1 FOOT EAST OF A METAL
 FE1634'WITNESS POST AND IN A WOODED AREA (LOCUST TREES).  THE MONUMENT
 FE1634'PROJECTS 4 INCHES AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'TO REACH THE STATION FROM THE POST OFFICE AT FULTON, GO 4.2 MILES
 FE1634'NORTHEAST ALONG STATE HIGHWAY 87 TO A PAVED ROAD LEFT.  TURN LEFT
 FE1634'AND GO NORTHWEST ON THE PAVED ROAD FOR 1.05 MILES TO THE TOP OF
 FE1634'RIDGE AND THE STATION ON THE RIGHT 181 FEET NORTHEAST OF THE
 FE1634'CENTERLINE OF THE HIGHWAY.  CONTINUE ON THE PAVED ROAD FOR 0.15
 FE1634'MILE TO THE AZIMUTH MARK ON THE LEFT AT PARK ENTRANCE.
 FE1634'
 FE1634'REFERENCE MARK 4 IS 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT
 FE1634'SOUTH OF A WIRE FENCE AND ABOUT 20 FEET SOUTH OF THE SOUTH EDGE OF
 FE1634'A SMALL CLEARING.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE1634'STAMPED FORT NO 4 1929.
 FE1634'
 FE1634'REFERENCE MARK 5 IS 1 FOOT NORTH OF THE FENCE, 14 FEET SOUTH OF A
 FE1634'METAL WITNESS POST AND 5 FEET SOUTHEAST OF A 12 INCH TREE WITH A
 FE1634'TRIANGULAR BLAZE ON THE NORTH SIDE.  IT IS A STANDARD PRE-CAST
 FE1634'ALUMINUM MONUMENT, STAMPED FORT 1929 NO 5 1976, HAS MAGNETS AND
 FE1634'PROJECTS 2 INCHES.
 FE1634'
 FE1634'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 24 FEET
 FE1634'NORTH OF A LARGE OAK TREE, 15 FEET SOUTH OF THE CENTERLINE OF ROAD
 FE1634'TO STATE PARK AND ABOUT 120 FEET SOUTHWEST OF THE INTERSECTION OF
 FE1634'THE PAVED ROAD AND THE PARK ROAD.  THE MONUMENT PROJECTS 2 INCHES
 FE1634'AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FE1634'NORTHEAST OF FULTON.
 FE1634'
 FE1634'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2487 ***********************************************************************
 GC2487  DESIGNATION -  FORT CAMPBELL SOUTH WATER TANK
 GC2487  PID         -  GC2487
 GC2487  STATE/COUNTY-  TN/MONTGOMERY
 GC2487  USGS QUAD   -  OAK GROVE (1982)
 GC2487
 GC2487                         *CURRENT SURVEY CONTROL
 GC2487  ___________________________________________________________________
 GC2487* NAD 83(1995)-  36 38 00.59486(N)    087 26 52.88050(W)     ADJUSTED  
 GC2487* NAVD 88     -                                                        
 GC2487  ___________________________________________________________________
 GC2487  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GC2487  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2487
 GC2487  HORZ ORDER  -  THIRD
 GC2487
 GC2487.The horizontal coordinates were established by classical geodetic methods
 GC2487.and adjusted by the National Geodetic Survey in April 1999..
 GC2487
 GC2487
 GC2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2487
 GC2487.The geoid height was determined by GEOID03.
 GC2487
 GC2487;                    North         East     Units Scale Factor Converg.
 GC2487;SPC TN       -   256,168.858   470,491.947   MT  1.00004565   -0 50 51.8
 GC2487;SPC TN       -   840,447.33  1,543,605.66   sFT  1.00004565   -0 50 51.8
 GC2487;SPC KY1Z     - 1,034,697.131 1,348,121.297   MT  1.00013796   -1 02 33.1
 GC2487;SPC KY1Z     - 3,394,668.84  4,422,961.29   sFT  1.00013796   -1 02 33.1
 GC2487;SPC KY S     -   534,675.341   348,139.065   MT  1.00001962   -1 01 47.2
 GC2487;SPC KY S     - 1,754,180.68  1,142,186.25   sFT  1.00001962   -1 01 47.2
 GC2487;UTM  16      - 4,054,309.875   459,946.105   MT  0.99961976   -0 16 02.4
 GC2487
 GC2487                          SUPERSEDED SURVEY CONTROL
 GC2487
 GC2487  NAD 83(1995)-  36 38 00.59531(N)    087 26 52.88116(W) AD(       ) 4
 GC2487  NAD 83(1995)-  36 38 00.60304(N)    087 26 52.88291(W) AD(       ) 4
 GC2487  NAD 83(1986)-  36 38 00.60446(N)    087 26 52.88360(W) AD(       ) 4
 GC2487  NAD 27      -  36 38 00.43700(N)    087 26 52.85100(W) AD(       ) 3
 GC2487
 GC2487.Superseded values are not recommended for survey control.
 GC2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2487.See file dsdata.txt to determine how the superseded data were derived.
 GC2487
 GC2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5994654310(NAD 83)
 GC2487_MARKER: 53 = ELEVATED TANK
 GC2487
 GC2487  HISTORY     - Date     Condition        Report By
 GC2487  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2487  HISTORY     - 1957     GOOD             CGS
 GC2487  HISTORY     - 1960     GOOD             LOCSUR
 GC2487  HISTORY     - 1960     GOOD             USE
 GC2487  HISTORY     - 1967     GOOD             CGS
 GC2487  HISTORY     - 1970     GOOD             NGS
 GC2487
 GC2487                          STATION DESCRIPTION
 GC2487
 GC2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2487'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A LARGE
 GC2487'CHECKERED WATER TANK WHICH IS LOCATED ON THE FORT CAMPBELL MILITARY
 GC2487'RESERVATION, ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF JACKSON
 GC2487'ROAD AND MISSISSIPPI AVENUE.  IT IS A LARGE 8 LEGGED STEEL
 GC2487'STRUCTURE WITH A TANK ATOP, PAINTED IN CHECKERED RED AND WHITE AND IS
 GC2487'ABOUT 125 FEET HIGH.
 GC2487
 GC2487                          STATION RECOVERY (1957)
 GC2487
 GC2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2487'STATION RECOVERED AS DESCRIBED.
 GC2487
 GC2487                          STATION RECOVERY (1960)
 GC2487
 GC2487'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2487'INTERSECTION STATION RECOVERED.
 GC2487
 GC2487                          STATION RECOVERY (1960)
 GC2487
 GC2487'RECOVERY NOTE BY US ENGINEERS 1960
 GC2487'RECOVERED AS DESCRIBED.
 GC2487
 GC2487                          STATION RECOVERY (1967)
 GC2487
 GC2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 GC2487'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2487
 GC2487                          STATION RECOVERY (1970)
 GC2487
 GC2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BHB)
 GC2487'RECOVERED AS DESCRIBED.
 GC2487'
 GC2487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2487'AT FORT CAMPBELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2646 ***********************************************************************
 FE2646  DESIGNATION -  FORT PILLOW STATE FARM TANK
 FE2646  PID         -  FE2646
 FE2646  STATE/COUNTY-  TN/LAUDERDALE
 FE2646  USGS QUAD   -  FORT PILLOW (1972)
 FE2646
 FE2646                         *CURRENT SURVEY CONTROL
 FE2646  ___________________________________________________________________
 FE2646* NAD 83(1995)-  35 39 43.86590(N)    089 44 31.18164(W)     ADJUSTED  
 FE2646* NAVD 88     -                                                        
 FE2646  ___________________________________________________________________
 FE2646  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FE2646  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2646
 FE2646  HORZ ORDER  -  THIRD
 FE2646
 FE2646.The horizontal coordinates were established by classical geodetic methods
 FE2646.and adjusted by the National Geodetic Survey in April 1999..
 FE2646
 FE2646
 FE2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2646
 FE2646.The geoid height was determined by GEOID03.
 FE2646
 FE2646;                    North         East     Units Scale Factor Converg.
 FE2646;SPC TN       -   153,911.181   261,273.406   MT  0.99995288   -2 11 26.6
 FE2646;SPC TN       -   504,956.93    857,194.50   sFT  0.99995288   -2 11 26.6
 FE2646;SPC AR N     -   149,769.095   604,423.971   MT  0.99993686   +1 18 50.2
 FE2646;SPC AR N     -   491,367.44  1,983,014.31   sFT  0.99993686   +1 18 50.2
 FE2646;UTM  16      - 3,949,945.055   251,790.263   MT  1.00035925   -1 35 57.9
 FE2646
 FE2646                          SUPERSEDED SURVEY CONTROL
 FE2646
 FE2646  NAD 83(1995)-  35 39 43.87476(N)    089 44 31.18313(W) AD(       ) 4
 FE2646  NAD 83(1986)-  35 39 43.87773(N)    089 44 31.18273(W) AD(       ) 4
 FE2646  NAD 27      -  35 39 43.59200(N)    089 44 30.89500(W) AD(       ) 3
 FE2646
 FE2646.Superseded values are not recommended for survey control.
 FE2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2646.See file dsdata.txt to determine how the superseded data were derived.
 FE2646
 FE2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5179049945(NAD 83)
 FE2646_MARKER: 53 = ELEVATED TANK
 FE2646
 FE2646  HISTORY     - Date     Condition        Report By
 FE2646  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2646
 FE2646                          STATION DESCRIPTION
 FE2646
 FE2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2646'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  THE TANK, SILVER
 FE2646'COLORED AND BEARING THE LEGEND FORT PILLOW STATE FARM ON ITS NORTH
 FE2646'SIDE, IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE TOTAL HEIGHT
 FE2646'IS 134 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1633 ***********************************************************************
 FE1633  DESIGNATION -  FORT RM 2
 FE1633  PID         -  FE1633
 FE1633  STATE/COUNTY-  TN/LAUDERDALE
 FE1633  USGS QUAD   -  GOLDDUST (1983)
 FE1633
 FE1633                         *CURRENT SURVEY CONTROL
 FE1633  ___________________________________________________________________
 FE1633* NAD 83(1986)-  35 38 32.     (N)    089 49 34.     (W)     SCALED    
 FE1633* NAVD 88     -       134.919  (meters)     442.65   (feet)  ADJUSTED  
 FE1633  ___________________________________________________________________
 FE1633  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1633  DYNAMIC HT  -         134.805 (meters)     442.27  (feet)  COMP
 FE1633  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1633
 FE1633  VERT ORDER  -  FIRST     CLASS II
 FE1633
 FE1633.The horizontal coordinates were scaled from a topographic map and have
 FE1633.an estimated accuracy of +/- 6 seconds.
 FE1633
 FE1633.The orthometric height was determined by differential leveling
 FE1633.and adjusted by the National Geodetic Survey in June 1991..
 FE1633
 FE1633.The geoid height was determined by GEOID03.
 FE1633
 FE1633.The dynamic height is computed by dividing the NAVD 88
 FE1633.geopotential number by the normal gravity value computed on the
 FE1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1633.degrees latitude (g = 980.6199 gals.).
 FE1633
 FE1633.The modeled gravity was interpolated from observed gravity values.
 FE1633
 FE1633;                    North         East    Units  Estimated Accuracy
 FE1633;SPC TN       -   151,990.      253,580.      MT  (+/- 180 meters Scaled)
 FE1633
 FE1633                          SUPERSEDED SURVEY CONTROL
 FE1633
 FE1633  NGVD 29 (??/??/??)  134.885  (m)          442.54   (f) ADJUSTED    1 2
 FE1633
 FE1633.Superseded values are not recommended for survey control.
 FE1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1633.See file dsdata.txt to determine how the superseded data were derived.
 FE1633
 FE1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE441479(NAD 83)
 FE1633_MARKER: DR = REFERENCE MARK DISK
 FE1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1633_STAMPING: FORT NO 2 1929
 FE1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1633+STABILITY: SURFACE MOTION
 FE1633
 FE1633  HISTORY     - Date     Condition        Report By
 FE1633  HISTORY     - 1929     MONUMENTED       CGS
 FE1633  HISTORY     - 1957     GOOD             CGS
 FE1633  HISTORY     - 20020807 POOR             USACE
 FE1633
 FE1633                          STATION DESCRIPTION
 FE1633
 FE1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1633'5.2 MI NE FROM FULTON.
 FE1633'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1633'AT FULTON, THENCE 1.05 MILES NORTHWEST ALONG A GRADED ROAD, ON
 FE1633'THE WEST SLOPE OF A RIDGE, 41 FEET NORTHEAST OF THE CENTER
 FE1633'LINE OF THE ROAD, 199 1/2 FEET WEST OF TRIANGULATION STATION
 FE1633'FORT, 49 FEET NORTH OF POWER LINE POLE NO. 17 WITH TWO BRANCH
 FE1633'LINES, 51 FEET SOUTH OF POWER LINE POLE ON A BRANCH LINE, 92 FEET
 FE1633'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 FE1633'NORTHEAST FROM THE ROAD, ABOUT 7 FEET ABOVE THE ROAD AND SET IN
 FE1633'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.
 FE1633
 FE1633                          STATION RECOVERY (2002)
 FE1633
 FE1633'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1633'REFER TO DATASHEET FOR FORT PID FE1634, THE RECOVERY IN 1974 BY KHH
 FE1633'FOUND RM 2 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2086 ***********************************************************************
 FE2086  DESIGNATION -  FORT RM 4
 FE2086  PID         -  FE2086
 FE2086  STATE/COUNTY-  TN/LAUDERDALE
 FE2086  USGS QUAD   -  GOLDDUST (1983)
 FE2086
 FE2086                         *CURRENT SURVEY CONTROL
 FE2086  ___________________________________________________________________
 FE2086* NAD 83(1986)-  35 38 30.     (N)    089 49 35.     (W)     SCALED    
 FE2086* NAVD 88     -       136.50   (+/-2cm)     447.8    (feet)  VERTCON   
 FE2086  ___________________________________________________________________
 FE2086  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2086
 FE2086  VERT ORDER  -  ? (See Below)
 FE2086
 FE2086.The horizontal coordinates were scaled from a topographic map and have
 FE2086.an estimated accuracy of +/- 6 seconds.
 FE2086
 FE2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2086.The vertical order pertains to the NGVD 29 superseded value.
 FE2086
 FE2086.The geoid height was determined by GEOID03.
 FE2086
 FE2086;                    North         East    Units  Estimated Accuracy
 FE2086;SPC TN       -   151,930.      253,550.      MT  (+/- 180 meters Scaled)
 FE2086
 FE2086                          SUPERSEDED SURVEY CONTROL
 FE2086
 FE2086  NGVD 29 (??/??/??)  136.471  (m)          447.74   (f) ADJUSTED    ?  
 FE2086
 FE2086.Superseded values are not recommended for survey control.
 FE2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2086.See file dsdata.txt to determine how the superseded data were derived.
 FE2086
 FE2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE440478(NAD 83)
 FE2086_MARKER: DR = REFERENCE MARK DISK
 FE2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2086_SP_SET: CONCRETE POST
 FE2086_STAMPING: FORT NO 4 1929
 FE2086_MARK LOGO: CGS   
 FE2086_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2086+STABILITY: SURFACE MOTION
 FE2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2086+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FE2086
 FE2086  HISTORY     - Date     Condition        Report By
 FE2086  HISTORY     - 1958     MONUMENTED       CGS
 FE2086  HISTORY     - 19901213 GOOD             NGS
 FE2086
 FE2086                          STATION DESCRIPTION
 FE2086
 FE2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE2086'5.25 MI NE FROM FULTON.
 FE2086'4.2 MI NE ALONG ST HWY 87 FROM THE POST OFFICE AT FULTON, THENCE
 FE2086'1.05 MI NW ALONG PAVED ROAD TO THE TOP OF A RIDGE AND THE MARK ABOUT
 FE2086'120 FEET NE ON THE RIGHT, 1 FOOT EAST OF A METAL WITNESS POST,
 FE2086'1 FOOT SOUTH OF A WIRE FENCE AND ABOUT 20 FEET SOUTH OF THE SOUTH
 FE2086'EDGE OF A SMALL CLEARING. THE DISK IS SET IN THE TOP OF A SQUARE
 FE2086'CONCRETE POST PROJECTING 2 INCHES.
 FE2086
 FE2086                          STATION RECOVERY (1990)
 FE2086
 FE2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2086'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST-NORTHWEST OF
 FE2086'COVINGTON, 11.3 KM (7.00 MI) WEST-SOUTHWEST OF CHERRY AND 2.4 KM
 FE2086'(1.50 MI) EAST OF THE MISSISSIPPI. NEAR THE SITE OF OLD FORT PILLOW.
 FE2086'OWNERSHIP-C.H.SULLIVAN JR., 505 COLLEGE STREET, COVINGTON TN 38019.
 FE2086'PHONE IS 901-746-2234. TO REACH THE STATION FROM THE OLD POST OFFICE
 FE2086'IN FULTON. GO NORTHEAST ON STATE HIGHWAY 87 FOR 6.82 KM (4.25 MI) TO
 FE2086'A PAVED ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST ON THE PAVED
 FE2086'ROAD FOR 1.72 KM (1.05 MI) TO THE TOP OF A RIDGE AND THE STATION ON
 FE2086'THE RIGHT. THE STATION IS LOCATED 25.2 M (82.7 FT) WEST FROM FORT
 FE2086'1929, 6.1 M (20.0 FT) SOUTH FROM THE SOUTH EDGE OF A SMALL CLEARING,
 FE2086'4.8 M (15.7 FT) EAST FROM A 24-INCH OAK TREE, 0.3 M (1.0 FT) SOUTH
 FE2086'FROM A FENCE AND 0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST. THE
 FE2086'STATION PROJECTS 3-CM ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2087 ***********************************************************************
 FE2087  DESIGNATION -  FORT RM 5
 FE2087  PID         -  FE2087
 FE2087  STATE/COUNTY-  TN/LAUDERDALE
 FE2087  USGS QUAD   -  GOLDDUST (1983)
 FE2087
 FE2087                         *CURRENT SURVEY CONTROL
 FE2087  ___________________________________________________________________
 FE2087* NAD 83(1986)-  35 38 30.     (N)    089 49 35.     (W)     SCALED    
 FE2087* NAVD 88     -       137.02   (+/-2cm)     449.5    (feet)  VERTCON   
 FE2087  ___________________________________________________________________
 FE2087  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2087
 FE2087  VERT ORDER  -  ? (See Below)
 FE2087
 FE2087.The horizontal coordinates were scaled from a topographic map and have
 FE2087.an estimated accuracy of +/- 6 seconds.
 FE2087
 FE2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2087.The vertical order pertains to the NGVD 29 superseded value.
 FE2087
 FE2087.The geoid height was determined by GEOID03.
 FE2087
 FE2087;                    North         East    Units  Estimated Accuracy
 FE2087;SPC TN       -   151,930.      253,550.      MT  (+/- 180 meters Scaled)
 FE2087
 FE2087                          SUPERSEDED SURVEY CONTROL
 FE2087
 FE2087  NGVD 29 (??/??/??)  136.986  (m)          449.43   (f) ADJUSTED    ?  
 FE2087
 FE2087.Superseded values are not recommended for survey control.
 FE2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2087.See file dsdata.txt to determine how the superseded data were derived.
 FE2087
 FE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE440478(NAD 83)
 FE2087_MARKER: DR = REFERENCE MARK DISK
 FE2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2087_SP_SET: CONCRETE POST
 FE2087_STAMPING: FORT 1929 NO 5 1976
 FE2087_MARK LOGO: CGS   
 FE2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2087+STABILITY: SURFACE MOTION
 FE2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2087+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FE2087
 FE2087  HISTORY     - Date     Condition        Report By
 FE2087  HISTORY     - 1976     MONUMENTED       NGS
 FE2087  HISTORY     - 19901213 GOOD             NGS
 FE2087
 FE2087                          STATION DESCRIPTION
 FE2087
 FE2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE2087'5.25 MI NE FROM FULTON.
 FE2087'4.2 MI NE ALONG ST HWY 87 FROM THE POST OFFICE AT FULTON, THENCE
 FE2087'NW ALONG PAVED ROAD FOR 1.05 MI TO THE MARK ON THE RIGHT, ABOUT
 FE2087'185 FEET NE OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE
 FE2087'14 FEET SOUTH OF A METAL WITNESS POST AND 5 FEET SE OF A 12 INCH
 FE2087'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE. THE MON. PROJECTS
 FE2087'2 INCHES.
 FE2087
 FE2087                          STATION RECOVERY (1990)
 FE2087
 FE2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2087'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST-NORTHWEST OF
 FE2087'COVINGTON, 11.3 KM (7.00 MI) WEST-SOUTHWEST OF CHERRY AND 2.4 KM
 FE2087'(1.50 MI) EAST OF THE MISSISSIPPI. NEAR THE SITE OF OLD FORT PILLOW.
 FE2087'OWNERSHIP-C.H.SULLIVAN JR., 505 COLLEGE STREET, COVINGTON TN 38019.
 FE2087'PHONE IS 901-746-2234. TO REACH THE STATION FROM THE OLD POST OFFICE
 FE2087'IN FULTON. GO NORTHEAST ON STATE HIGHWAY 87 FOR 6.82 KM (4.25 MI) TO
 FE2087'A PAVED ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST ON THE PAVED
 FE2087'ROAD FOR 1.72 KM (1.05 MI) TO THE TOP OF A RIDGE AND THE STATION ON
 FE2087'THE RIGHT. THE STATION IS LOCATED 50.8 M (166.7 FT) NORTHEAST FROM
 FE2087'THE CENTERLINE OF THE PAVED ROAD, 4.4 M (14.4 FT) SOUTH FROM FORT
 FE2087'1929, 4.3 M (14.1 FT) SOUTH FROM A METAL WITNESS POST, 1.6 M
 FE2087'(5.2 FT) SOUTHEAST FROM A 18-INCH OAK TREE AND 0.3 M (1.0 FT) NORTH
 FE2087'FROM A FENCE. THE STATION PROJECTS 3-CM ABOVE THE GROUND. DESCRIBED
 FE2087'BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0825 ***********************************************************************
 GB0825  DESIGNATION -  FOSTER
 GB0825  PID         -  GB0825
 GB0825  STATE/COUNTY-  TN/ANDERSON
 GB0825  USGS QUAD   -  LAKE CITY (1973)
 GB0825
 GB0825                         *CURRENT SURVEY CONTROL
 GB0825  ___________________________________________________________________
 GB0825* NAD 83(1995)-  36 10 54.68198(N)    084 08 46.20165(W)     ADJUSTED  
 GB0825* NAVD 88     -       274.157  (meters)     899.46   (feet)  ADJUSTED  
 GB0825  ___________________________________________________________________
 GB0825  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 GB0825  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0825  DYNAMIC HT  -         273.910 (meters)     898.65  (feet)  COMP
 GB0825  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0825
 GB0825  HORZ ORDER  -  SECOND
 GB0825  VERT ORDER  -  SECOND    CLASS 0
 GB0825
 GB0825.The horizontal coordinates were established by classical geodetic methods
 GB0825.and adjusted by the National Geodetic Survey in April 1999..
 GB0825
 GB0825.The orthometric height was determined by differential leveling
 GB0825.and adjusted by the National Geodetic Survey in June 1991..
 GB0825
 GB0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0825
 GB0825.The geoid height was determined by GEOID03.
 GB0825
 GB0825.The dynamic height is computed by dividing the NAVD 88
 GB0825.geopotential number by the normal gravity value computed on the
 GB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0825.degrees latitude (g = 980.6199 gals.).
 GB0825
 GB0825.The modeled gravity was interpolated from observed gravity values.
 GB0825
 GB0825;                    North         East     Units Scale Factor Converg.
 GB0825;SPC TN       -   206,672.827   766,748.294   MT  0.99996677   +1 05 07.1
 GB0825;SPC TN       -   678,059.10  2,515,573.36   sFT  0.99996677   +1 05 07.1
 GB0825;UTM  16      - 4,007,894.418   756,649.771   MT  1.00041168   +1 41 08.5
 GB0825
 GB0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0825!SPC TN       -   0.99996173  x   0.99996677  =   0.99992850
 GB0825!UTM  16      -   0.99996173  x   1.00041168  =   1.00037339
 GB0825
 GB0825|---------------------------------------------------------------------|
 GB0825| PID    Reference Object                     Distance      Geod. Az  |
 GB0825|                                                           dddmmss.s |
 GB0825| GB0826 FOSTER RM 1                           5.018 METERS 06806     |
 GB0825| GB2558 KESTER                              APPROX. 0.8 KM 1110801.5 |
 GB0825| GB0824 FOSTER RM 2                           5.156 METERS 15745     |
 GB0825|---------------------------------------------------------------------|
 GB0825
 GB0825                          SUPERSEDED SURVEY CONTROL
 GB0825
 GB0825  NAD 83(1995)-  36 10 54.68552(N)    084 08 46.20536(W) AD(       ) 2
 GB0825  NAD 83(1995)-  36 10 54.68603(N)    084 08 46.20494(W) AD(       ) 2
 GB0825  NAD 83(1986)-  36 10 54.69335(N)    084 08 46.20096(W) AD(       ) 2
 GB0825  NAD 27      -  36 10 54.41436(N)    084 08 46.48958(W) AD(       ) 2
 GB0825  NGVD 29 (??/??/92)  274.291  (m)          899.90   (f) ADJ UNCH    2 0
 GB0825
 GB0825.Superseded values are not recommended for survey control.
 GB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0825.See file dsdata.txt to determine how the superseded data were derived.
 GB0825
 GB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5665007894(NAD 83)
 GB0825_MARKER: DD = SURVEY DISK
 GB0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0825_STAMPING: FOSTER 1964
 GB0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0825+STABILITY: SURFACE MOTION
 GB0825
 GB0825  HISTORY     - Date     Condition        Report By
 GB0825  HISTORY     - 1964     MONUMENTED       TNHD
 GB0825  HISTORY     - 1964     GOOD             TNHD
 GB0825
 GB0825                          STATION DESCRIPTION
 GB0825
 GB0825'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0825'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF LAKE CITY AND ABOUT 5
 GB0825'MILES NORTH OF CLINTON.
 GB0825'
 GB0825'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY
 GB0825'ON U.S.  HIGHWAY 25W FOR
 GB0825'2.7 MILES TO THE INTERSECTION OF A PAVED ROAD ON THE
 GB0825'RIGHT, NEXT TO THE MEDFORD
 GB0825'ELEMENTARY SCHOOL.  *TURN RIGHT ON THE
 GB0825'PAVED ROAD AND GO 0.1 MILE TO THE SOUTHERN
 GB0825'RAILROAD CROSSING, BEAR
 GB0825'LEFT ON A PAVED DRIVEWAY LEADING TO THE HOME OF MR.  FLETCHER
 GB0825'FOSTER.  THE
 GB0825'STATION IS ABOUT 50 YARDS SOUTHWEST OF MR.  FOSTERS HOME.
 GB0825'
 GB0825'THE STATION IS 50 FEET EAST OF THE EAST RAIL OF THE L AND N RAILROAD,
 GB0825'15 FEET SOUTH OF THE
 GB0825'SOUTHWEST CORNER OF A WOOD SHED AND 13 FEET SOUTH OF A
 GB0825'10-INCH PERSIMMON TREE.  THE
 GB0825'SURFACE AND UNDERGROUND MARKS ARE
 GB0825'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GB0825'THE DISKS ARE STAMPED
 GB0825'FOSTER 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0825'SURFACE.  THE
 GB0825'SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH,
 GB0825'CONCRETE MONUMENT.
 GB0825'
 GB0825'REFERENCE MARK NO. 1 IS 58 FEET WEST OF A CONCRETE BLOCK BUILDING AND
 GB0825'10 FEET SOUTH OF THE
 GB0825'SOUTHWEST CORNER OF THE WOOD SHED.  IT IS A STANDARD
 GB0825'TENNESSEE HIGHWAY DEPARTMENT
 GB0825'DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GB0825'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB0825'FOSTER RM-1 1964.
 GB0825'
 GB0825'REFERENCE MARK NO. 2 IS 53 FEET EAST OF THE EAST RAIL OF THE L AND N
 GB0825'RAILROAD.  IT IS A
 GB0825'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GB0825'SQUARE, FLUSH, CONCRETE
 GB0825'MONUMENT AND THE DISK IS STAMPED FOSTER RM-2
 GB0825'1964.
 GB0825'
 GB0825'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF A TELEPHONE POLE, 28 FEET
 GB0825'EAST OF THE APPROXIMATE
 GB0825'CENTER OF U.S.  HIGHWAY 25W, 2 FEET EAST OF THE EDGE OF
 GB0825'THE BANK OF A HIGHWAY CUT AND
 GB0825'APPROXIMATELY 9 FEET HIGHER THAN THE
 GB0825'PAVEMENT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0825'DEPARTMENT DISK SET IN
 GB0825'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0825'STAMPED FOSTER
 GB0825'AZI 1964.
 GB0825'
 GB0825'TO REACH THE AZIMUTH MARK, * CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 GB0825'25W FOR 0.1 MILE TO THE
 GB0825'AZIMUTH MARK ON THE LEFT.
 GB0825'
 GB0825'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0825'
 GB0825'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0825
 GB0825                          STATION RECOVERY (1964)
 GB0825
 GB0825'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0825'2.8 MI S FROM LAKE CITY.
 GB0825'FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY ON U.S. HIGHWAY
 GB0825'25W FOR 2.7 MILES TO THE INTERSECTION OF A PAVED ROAD ON THE
 GB0825'RIGHT NEXT TO THE MEDFORD ELEMENTARY SCHOOL.  TURN RIGHT ON THE
 GB0825'PAVED ROAD AND GO 0.1 MILE TO THE SOUTHERN RAILROAD CROSSING, BEAR
 GB0825'LEFT ON A PAVED DRIVEWAY LEADING TO THE HOME OF MR. FLETCHER
 GB0825'FOSTER.  THE STATION IS ABOUT 50 YARDS SOUTHWEST OF MR. FOSTERS
 GB0825'HOME, 50 YARDS EAST OF THE EAST RAIL OF THE L AND N RAILROAD, 15
 GB0825'FEET SOUTH OF THE SOUTHWEST CORNER OF A WOOD SHED AND 13 FEET
 GB0825'SOUTH OF A 10-INCH PERSIMMON TREE.  THE MARK IS A STANDARD
 GB0825'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0825'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0827 ***********************************************************************
 GB0827  DESIGNATION -  FOSTER AZ MK
 GB0827  PID         -  GB0827
 GB0827  STATE/COUNTY-  TN/ANDERSON
 GB0827  USGS QUAD   -  LAKE CITY (1973)
 GB0827
 GB0827                         *CURRENT SURVEY CONTROL
 GB0827  ___________________________________________________________________
 GB0827* NAD 83(1986)-  36 10 52.     (N)    084 08 38.     (W)     SCALED    
 GB0827* NAVD 88     -       284.039  (meters)     931.88   (feet)  ADJUSTED  
 GB0827  ___________________________________________________________________
 GB0827  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB0827  DYNAMIC HT  -         283.784 (meters)     931.05  (feet)  COMP
 GB0827  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0827
 GB0827  VERT ORDER  -  SECOND    CLASS 0
 GB0827
 GB0827.The horizontal coordinates were scaled from a topographic map and have
 GB0827.an estimated accuracy of +/- 6 seconds.
 GB0827
 GB0827.The orthometric height was determined by differential leveling
 GB0827.and adjusted by the National Geodetic Survey in June 1991..
 GB0827
 GB0827.The geoid height was determined by GEOID03.
 GB0827
 GB0827.The dynamic height is computed by dividing the NAVD 88
 GB0827.geopotential number by the normal gravity value computed on the
 GB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0827.degrees latitude (g = 980.6199 gals.).
 GB0827
 GB0827.The modeled gravity was interpolated from observed gravity values.
 GB0827
 GB0827;                    North         East    Units  Estimated Accuracy
 GB0827;SPC TN       -   206,590.      766,960.      MT  (+/- 180 meters Scaled)
 GB0827
 GB0827                          SUPERSEDED SURVEY CONTROL
 GB0827
 GB0827  NGVD 29 (??/??/??)  284.22   (m)          932.5    (f) RESET       3  
 GB0827
 GB0827.Superseded values are not recommended for survey control.
 GB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0827.See file dsdata.txt to determine how the superseded data were derived.
 GB0827
 GB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568078(NAD 83)
 GB0827_MARKER: DZ = AZIMUTH MARK DISK
 GB0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0827_STAMPING: FOSTER AZI 1964
 GB0827_MARK LOGO: TNHD  
 GB0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0827+STABILITY: SURFACE MOTION
 GB0827
 GB0827  HISTORY     - Date     Condition        Report By
 GB0827  HISTORY     - 1964     MONUMENTED       TNHD
 GB0827
 GB0827                          STATION DESCRIPTION
 GB0827
 GB0827'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0827'2.8 MI S FROM LAKE CITY.
 GB0827'FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY ON U.S. HIGHWAY
 GB0827'25W FOR 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS
 GB0827'30 FEET SOUTHEAST OF A TELEPHONE POLE, 28 FEET EAST OF THE
 GB0827'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET EAST OF THE
 GB0827'EDGE OF THE BANK OF A HIGHWAY CUT AND APPROXIMATELY 9 FEET
 GB0827'HIGHER THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE
 GB0827'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0827'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0826 ***********************************************************************
 GB0826  DESIGNATION -  FOSTER RM 1
 GB0826  PID         -  GB0826
 GB0826  STATE/COUNTY-  TN/ANDERSON
 GB0826  USGS QUAD   -  LAKE CITY (1973)
 GB0826
 GB0826                         *CURRENT SURVEY CONTROL
 GB0826  ___________________________________________________________________
 GB0826* NAD 83(1986)-  36 10 55.     (N)    084 08 46.     (W)     SCALED    
 GB0826* NAVD 88     -       274.435  (meters)     900.38   (feet)  ADJUSTED  
 GB0826  ___________________________________________________________________
 GB0826  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0826  DYNAMIC HT  -         274.189 (meters)     899.57  (feet)  COMP
 GB0826  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0826
 GB0826  VERT ORDER  -  SECOND    CLASS 0
 GB0826
 GB0826.The horizontal coordinates were scaled from a topographic map and have
 GB0826.an estimated accuracy of +/- 6 seconds.
 GB0826
 GB0826.The orthometric height was determined by differential leveling
 GB0826.and adjusted by the National Geodetic Survey in June 1991..
 GB0826
 GB0826.The geoid height was determined by GEOID03.
 GB0826
 GB0826.The dynamic height is computed by dividing the NAVD 88
 GB0826.geopotential number by the normal gravity value computed on the
 GB0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0826.degrees latitude (g = 980.6199 gals.).
 GB0826
 GB0826.The modeled gravity was interpolated from observed gravity values.
 GB0826
 GB0826;                    North         East    Units  Estimated Accuracy
 GB0826;SPC TN       -   206,680.      766,750.      MT  (+/- 180 meters Scaled)
 GB0826
 GB0826                          SUPERSEDED SURVEY CONTROL
 GB0826
 GB0826  NGVD 29 (??/??/92)  274.569  (m)          900.82   (f) ADJ UNCH    2 0
 GB0826
 GB0826.Superseded values are not recommended for survey control.
 GB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0826.See file dsdata.txt to determine how the superseded data were derived.
 GB0826
 GB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566079(NAD 83)
 GB0826_MARKER: DR = REFERENCE MARK DISK
 GB0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0826_STAMPING: FOSTER RM 1 1964
 GB0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0826+STABILITY: SURFACE MOTION
 GB0826
 GB0826  HISTORY     - Date     Condition        Report By
 GB0826  HISTORY     - 1964     MONUMENTED       TNHD
 GB0826
 GB0826                          STATION DESCRIPTION
 GB0826
 GB0826'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0826'2.8 MI S FROM LAKE CITY.
 GB0826'THE MARK IS LOCATED AT THE FOSTER 1964 STATION SITE, 58 FEET
 GB0826'WEST OF A CONCRETE BLOCK BUILDING AND 10 FEET SOUTH OF THE
 GB0826'SOUTHWEST CORNER OF A WOOD SHED.  THE MARK IS A STANDARD
 GB0826'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0826'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0824 ***********************************************************************
 GB0824  DESIGNATION -  FOSTER RM 2
 GB0824  PID         -  GB0824
 GB0824  STATE/COUNTY-  TN/ANDERSON
 GB0824  USGS QUAD   -  LAKE CITY (1973)
 GB0824
 GB0824                         *CURRENT SURVEY CONTROL
 GB0824  ___________________________________________________________________
 GB0824* NAD 83(1986)-  36 10 55.     (N)    084 08 46.     (W)     SCALED    
 GB0824* NAVD 88     -       273.791  (meters)     898.26   (feet)  ADJUSTED  
 GB0824  ___________________________________________________________________
 GB0824  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0824  DYNAMIC HT  -         273.545 (meters)     897.46  (feet)  COMP
 GB0824  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0824
 GB0824  VERT ORDER  -  SECOND    CLASS 0
 GB0824
 GB0824.The horizontal coordinates were scaled from a topographic map and have
 GB0824.an estimated accuracy of +/- 6 seconds.
 GB0824
 GB0824.The orthometric height was determined by differential leveling
 GB0824.and adjusted by the National Geodetic Survey in June 1991..
 GB0824
 GB0824.The geoid height was determined by GEOID03.
 GB0824
 GB0824.The dynamic height is computed by dividing the NAVD 88
 GB0824.geopotential number by the normal gravity value computed on the
 GB0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0824.degrees latitude (g = 980.6199 gals.).
 GB0824
 GB0824.The modeled gravity was interpolated from observed gravity values.
 GB0824
 GB0824;                    North         East    Units  Estimated Accuracy
 GB0824;SPC TN       -   206,680.      766,750.      MT  (+/- 180 meters Scaled)
 GB0824
 GB0824                          SUPERSEDED SURVEY CONTROL
 GB0824
 GB0824  NGVD 29 (??/??/92)  273.925  (m)          898.70   (f) ADJ UNCH    2 0
 GB0824
 GB0824.Superseded values are not recommended for survey control.
 GB0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0824.See file dsdata.txt to determine how the superseded data were derived.
 GB0824
 GB0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566079(NAD 83)
 GB0824_MARKER: DR = REFERENCE MARK DISK
 GB0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0824_STAMPING: FOSTER RM 2 1964
 GB0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0824+STABILITY: SURFACE MOTION
 GB0824
 GB0824  HISTORY     - Date     Condition        Report By
 GB0824  HISTORY     - 1964     MONUMENTED       TNHD
 GB0824
 GB0824                          STATION DESCRIPTION
 GB0824
 GB0824'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0824'2.8 MI S FROM LAKE CITY.
 GB0824'THE MARK IS LOCATED AT THE FOSTER 1964 STATION SITE, 53 FEET
 GB0824'EAST OF THE EAST RAIL OF THE L AND N RAILROAD.  THE MARK IS A
 GB0824'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0824'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2459 ***********************************************************************
 FE2459  DESIGNATION -  FOUR POINTS
 FE2459  PID         -  FE2459
 FE2459  STATE/COUNTY-  TN/DYER
 FE2459  USGS QUAD   -  FOWLKES (1983)
 FE2459
 FE2459                         *CURRENT SURVEY CONTROL
 FE2459  ___________________________________________________________________
 FE2459* NAD 83(1995)-  35 58 34.49008(N)    089 23 23.62009(W)     ADJUSTED  
 FE2459* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 FE2459  ___________________________________________________________________
 FE2459  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2459  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2459
 FE2459  HORZ ORDER  -  THIRD
 FE2459
 FE2459.The horizontal coordinates were established by classical geodetic methods
 FE2459.and adjusted by the National Geodetic Survey in April 1999..
 FE2459
 FE2459.The orthometric height was scaled from a topographic map.
 FE2459
 FE2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2459
 FE2459.The geoid height was determined by GEOID03.
 FE2459
 FE2459;                    North         East     Units Scale Factor Converg.
 FE2459;SPC TN       -   187,574.180   294,338.950   MT  0.99995147   -1 59 04.5
 FE2459;SPC TN       -   615,399.62    965,677.04   sFT  0.99995147   -1 59 04.5
 FE2459;UTM  16      - 3,983,954.818   284,520.394   MT  1.00017216   -1 24 16.1
 FE2459
 FE2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2459!SPC TN       -   0.99998793  x   0.99995147  =   0.99993940
 FE2459!UTM  16      -   0.99998793  x   1.00017216  =   1.00016009
 FE2459
 FE2459:                Primary Azimuth Mark                     Grid Az
 FE2459:SPC TN       -  DYERSBURG MUN ELEC SYS STACK             004 28 03.0
 FE2459:UTM  16      -  DYERSBURG MUN ELEC SYS STACK             003 53 14.6
 FE2459
 FE2459|---------------------------------------------------------------------|
 FE2459| PID    Reference Object                     Distance      Geod. Az  |
 FE2459|                                                           dddmmss.s |
 FE2459| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX. 6.0 KM 0022858.5 |
 FE2459| GD1649 DYERSBURG COUNTY CTHSE DOME         APPROX. 6.2 KM 0025706.9 |
 FE2459| GD1651 DYERSBURG MUNICIPAL STANDPIPE       APPROX. 7.1 KM 0045424.8 |
 FE2459| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX. 6.2 KM 0133015.7 |
 FE2459| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX. 7.0 KM 0161202.8 |
 FE2459| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX. 8.3 KM 1181604.1 |
 FE2459| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX. 8.3 KM 1183127.2 |
 FE2459| FE2454 HALLS MUNICIPAL TANK                APPROX.11.3 KM 1821349.0 |
 FE2459| FE2460 HALLS STACK                         APPROX.10.3 KM 1913044.6 |
 FE2459| CG4064 FOUR POINTS RM 1                     33.763 METERS 31149     |
 FE2459| CG4063 FOUR POINTS AZ MK                                  3260520.5 |
 FE2459| FE2456 AIRPORT BCN DYERSBURG MUN APT       APPROX. 2.7 KM 3382648.5 |
 FE2459| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX. 6.2 KM 3551441.5 |
 FE2459| GD1648 DYERSBURG COLONIAL RUBBER TANK      APPROX. 5.9 KM 3564116.5 |
 FE2459|---------------------------------------------------------------------|
 FE2459
 FE2459                          SUPERSEDED SURVEY CONTROL
 FE2459
 FE2459  NAD 83(1995)-  35 58 34.49411(N)    089 23 23.62090(W) AD(       ) 3
 FE2459  NAD 83(1986)-  35 58 34.50130(N)    089 23 23.62017(W) AD(       ) 3
 FE2459  NAD 27      -  35 58 34.24250(N)    089 23 23.36000(W) AD(       ) 3
 FE2459
 FE2459.Superseded values are not recommended for survey control.
 FE2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2459.See file dsdata.txt to determine how the superseded data were derived.
 FE2459
 FE2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8452083955(NAD 83)
 FE2459_MARKER: DS = TRIANGULATION STATION DISK
 FE2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2459
 FE2459  HISTORY     - Date     Condition        Report By
 FE2459  HISTORY     - 1959     MONUMENTED       CGS
 FE2459
 FE2459                          STATION DESCRIPTION
 FE2459
 FE2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2459'THE STATION IS ABOUT 4 MILES SOUTH OF DYERSBURG AT A COMMUNITY CALLED
 FE2459'FOUR POINTS. IT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 FE2459'OF U.S. HIGHWAY 51 AND STATE HIGHWAY 20. IT IS 295.3 FEET EAST OF THE
 FE2459'CENTER OF THE INTERSECTION, 86 FEET NORTH OF THE CENTERLINE OF
 FE2459'HIGHWAY 20, 72 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 37
 FE2459'FEET SOUTH OF A LARGE OAK TREE AND 10 FEET WEST OF A PICKETT
 FE2459'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FOUR POINTS
 FE2459'1959.
 FE2459'
 FE2459'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 51
 FE2459'FOR 1.1 MILES TO A CROSSROAD. TURN LEFT, WEST, AND GO 0.2 MILE TO THE
 FE2459'MARK ON THE RIGHT. REFERENCE MARK 1 IS 233 FEET EAST OF THE
 FE2459'CENTERLINE OF HIGHWAY 51, 73 FEET SOUTHEAST OF A LARGE OAK TREE AND
 FE2459'2 FEET EAST OF A POWER POLE. THE MONUMENT PROJECTS 3 INCHES AND THE
 FE2459'DISK IS STAMPED FOUR POINTS NO 1 1959.
 FE2459'
 FE2459'B.M. A 58 25-3 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2459'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 14
 FE2459'INCHES AND THE DISK IS STAMPED A 58 25-3. IT IS 93 FEET EAST OF A
 FE2459'POWER POLE, 24 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20
 FE2459'AND 2 FEET WEST OF A FENCE CORNER.
 FE2459'
 FE2459'THE AZIMUTH MARK IS 12 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2459'ROAD, 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 FE2459'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FOUR POINTS
 FE2459'1959.
 FE2459'
 FE2459'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1290 ***********************************************************************
 FC1290  DESIGNATION -  FOURTH
 FC1290  PID         -  FC1290
 FC1290  STATE/COUNTY-  TN/HAMILTON
 FC1290  USGS QUAD   -  CHATTANOOGA (1976)
 FC1290
 FC1290                         *CURRENT SURVEY CONTROL
 FC1290  ___________________________________________________________________
 FC1290* NAD 83(1995)-  35 03 06.32817(N)    085 18 50.26165(W)     ADJUSTED  
 FC1290* NAVD 88     -       221.042  (meters)     725.20   (feet)  ADJUSTED  
 FC1290  ___________________________________________________________________
 FC1290  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 FC1290  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1290  DYNAMIC HT  -         220.822 (meters)     724.48  (feet)  COMP
 FC1290  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1290
 FC1290  HORZ ORDER  -  SECOND
 FC1290  VERT ORDER  -  SECOND    CLASS 0
 FC1290
 FC1290.The horizontal coordinates were established by classical geodetic methods
 FC1290.and adjusted by the National Geodetic Survey in April 1999..
 FC1290
 FC1290.The orthometric height was determined by differential leveling
 FC1290.and adjusted by the National Geodetic Survey in June 1991..
 FC1290
 FC1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1290
 FC1290.The geoid height was determined by GEOID03.
 FC1290
 FC1290.The dynamic height is computed by dividing the NAVD 88
 FC1290.geopotential number by the normal gravity value computed on the
 FC1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1290.degrees latitude (g = 980.6199 gals.).
 FC1290
 FC1290.The modeled gravity was interpolated from observed gravity values.
 FC1290
 FC1290;                    North         East     Units Scale Factor Converg.
 FC1290;SPC TN       -    79,929.840   662,589.779   MT  1.00004090   +0 24 05.9
 FC1290;SPC TN       -   262,236.48  2,173,846.63   sFT  1.00004090   +0 24 05.9
 FC1290;UTM  16      - 3,880,082.394   653,764.472   MT  0.99989140   +0 58 06.6
 FC1290
 FC1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1290!SPC TN       -   0.99996996  x   1.00004090  =   1.00001085
 FC1290!UTM  16      -   0.99996996  x   0.99989140  =   0.99986136
 FC1290
 FC1290|---------------------------------------------------------------------|
 FC1290| PID    Reference Object                     Distance      Geod. Az  |
 FC1290|                                                           dddmmss.s |
 FC1290| FC1289 FOURTH RM 1                          26.662 METERS 00407     |
 FC1290| FC1291 FOURTH RM 2                          29.825 METERS 22656     |
 FC1290| FC1873 OLGIATI                             APPROX. 1.8 KM 3384938.4 |
 FC1290|---------------------------------------------------------------------|
 FC1290
 FC1290                          SUPERSEDED SURVEY CONTROL
 FC1290
 FC1290  NAD 83(1995)-  35 03 06.32850(N)    085 18 50.26179(W) AD(       ) 2
 FC1290  NAD 83(1995)-  35 03 06.32859(N)    085 18 50.26415(W) AD(       ) 2
 FC1290  NAD 83(1995)-  35 03 06.32928(N)    085 18 50.26211(W) AD(       ) 2
 FC1290  NAD 83(1986)-  35 03 06.32953(N)    085 18 50.26177(W) AD(       ) 2
 FC1290  NAD 27      -  35 03 06.06660(N)    085 18 50.41360(W) AD(       ) 2
 FC1290  NGVD 29 (??/??/92)  221.077  (m)          725.32   (f) ADJ UNCH    2 0
 FC1290
 FC1290.Superseded values are not recommended for survey control.
 FC1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1290.See file dsdata.txt to determine how the superseded data were derived.
 FC1290
 FC1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5376480082(NAD 83)
 FC1290_MARKER: DS = TRIANGULATION STATION DISK
 FC1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1290_STAMPING: FOURTH 1962
 FC1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1290+STABILITY: SURFACE MOTION
 FC1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1290+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 FC1290
 FC1290  HISTORY     - Date     Condition        Report By
 FC1290  HISTORY     - 1962     MONUMENTED       CGS
 FC1290  HISTORY     - 1962     GOOD             CGS
 FC1290  HISTORY     - 1983     GOOD             USPSQD
 FC1290  HISTORY     - 1990     GOOD             USPSQD
 FC1290  HISTORY     - 20050112 GOOD             GEOCAC
 FC1290
 FC1290                          STATION DESCRIPTION
 FC1290
 FC1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1290'THE STATION IS LOCATED IN NORTHWEST CHATTANOOGA, ALONG THE WEST EDGE
 FC1290'OF THE INTERSTATE HIGHWAY, .15 MILE SOUTH OF THE P.R. OLGIATI
 FC1290'BRIDGE OVER THE TENNESSEE RIVER, 90 FEET SOUTH OF THE 4TH STREET
 FC1290'OVERPASS IN A CIRCULAR GRASS COVERED AREA FORMED BY THE TURN-OFF
 FC1290'FROM THE HIGHWAY DOWN TO 4TH STREET.
 FC1290'
 FC1290'THE STATION MARK IS 90 FEET SOUTH OF THE SOUTHWEST CORNER OF THE 4TH
 FC1290'STREET OVERPASS, 54 FEET WEST OF THE CENTER OF THE INTERSTATE
 FC1290'HIGHWAY, 8.5 FEET NORTHEAST OF A METAL STREET LIGHT POLE AND 3.5 FEET
 FC1290'WEST OF THE HIGHWAY CURB. THE MARK IS SET FLUSH WITH THE CURB AND
 FC1290'IS A STANDARD DISK STAMPED FOURTH 1962.
 FC1290'
 FC1290'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE AT THE TOP OF AN EARTH
 FC1290'RETAINING WALL AT THE SOUTHWEST CORNER OF THE 4TH STREET
 FC1290'OVERPASS.  THE MARK PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.  IT
 FC1290'IS A STANDARD DISK AND IS STAMPED FOURTH NO 1 1962.
 FC1290'
 FC1290'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CURVED CURB OF THE
 FC1290'4TH STREET EXIT FROM THE INTERSTATE HIGHWAY. IT IS 37.5 FEET
 FC1290'SOUTHEAST OF A METAL STREET LIGHT POLE, 24.4 FEET SOUTHWEST OF A
 FC1290'HIGHWAY SIGN AND 12.6 FEET NORTH OF THE CENTER OF THE EXIT
 FC1290'ROAD. THE MARK IS A STANDARD DISK AND IS STAMPED FOURTH NO 2 1962.
 FC1290'
 FC1290'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 173 FEET.
 FC1290'
 FC1290'TRAVERSE STATION OLGIATI WILL SERVE AS AN AZIMUTH.  SEE DESCRIPTION
 FC1290'THEREOF.
 FC1290'
 FC1290'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC1290
 FC1290                          STATION RECOVERY (1962)
 FC1290
 FC1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1290'IN CHATTANOOGA.
 FC1290'THE STATION IS 0.15 MILE SOUTH OF THE P.R. OLGIATI BRIDGE OVER
 FC1290'THE TENNESSEE RIVER, 90 FEET SOUTH OF THE 4TH STREET OVERPASS
 FC1290'IN A CIRCULAR GRASS COVERED AREA FORMED BY THE TURN-OFF FROM THE
 FC1290'HIGHWAY DOWN TO 4TH STREET OVERPASS, 54 FEET WEST OF THE CENTER
 FC1290'OF THE INTERSTATE HIGHWAY, 8.5 FEET NORTHEAST OF A METAL STREET
 FC1290'LIGHT POLE AND 3.5 FEET WEST OF THE HIGHWAY CURB.  A STANDARD
 FC1290'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1290'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1290
 FC1290                          STATION RECOVERY (1983)
 FC1290
 FC1290'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1290'RECOVERED IN GOOD CONDITION.
 FC1290
 FC1290                          STATION RECOVERY (1990)
 FC1290
 FC1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1290'RECOVERED IN GOOD CONDITION.
 FC1290
 FC1290                          STATION RECOVERY (2005)
 FC1290
 FC1290'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1289 ***********************************************************************
 FC1289  DESIGNATION -  FOURTH RM 1
 FC1289  PID         -  FC1289
 FC1289  STATE/COUNTY-  TN/HAMILTON
 FC1289  USGS QUAD   -  CHATTANOOGA (1976)
 FC1289
 FC1289                         *CURRENT SURVEY CONTROL
 FC1289  ___________________________________________________________________
 FC1289* NAD 83(1986)-  35 03 06.     (N)    085 18 50.     (W)     SCALED    
 FC1289* NAVD 88     -       221.121  (meters)     725.46   (feet)  ADJUSTED  
 FC1289  ___________________________________________________________________
 FC1289  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1289  DYNAMIC HT  -         220.902 (meters)     724.74  (feet)  COMP
 FC1289  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1289
 FC1289  VERT ORDER  -  SECOND    CLASS 0
 FC1289
 FC1289.The horizontal coordinates were scaled from a topographic map and have
 FC1289.an estimated accuracy of +/- 6 seconds.
 FC1289
 FC1289.The orthometric height was determined by differential leveling
 FC1289.and adjusted by the National Geodetic Survey in June 1991..
 FC1289
 FC1289.The geoid height was determined by GEOID03.
 FC1289
 FC1289.The dynamic height is computed by dividing the NAVD 88
 FC1289.geopotential number by the normal gravity value computed on the
 FC1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1289.degrees latitude (g = 980.6199 gals.).
 FC1289
 FC1289.The modeled gravity was interpolated from observed gravity values.
 FC1289
 FC1289;                    North         East    Units  Estimated Accuracy
 FC1289;SPC TN       -    79,920.      662,600.      MT  (+/- 180 meters Scaled)
 FC1289
 FC1289                          SUPERSEDED SURVEY CONTROL
 FC1289
 FC1289  NGVD 29 (??/??/92)  221.156  (m)          725.58   (f) ADJ UNCH    2 0
 FC1289
 FC1289.Superseded values are not recommended for survey control.
 FC1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1289.See file dsdata.txt to determine how the superseded data were derived.
 FC1289
 FC1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537800(NAD 83)
 FC1289_MARKER: DR = REFERENCE MARK DISK
 FC1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1289_SP_SET: OVERPASS
 FC1289_STAMPING: FOURTH NO 1 1962
 FC1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1289+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 FC1289
 FC1289  HISTORY     - Date     Condition        Report By
 FC1289  HISTORY     - 1962     MONUMENTED       CGS
 FC1289  HISTORY     - 1983     GOOD             USPSQD
 FC1289  HISTORY     - 1990     GOOD             USPSQD
 FC1289  HISTORY     - 20050112 GOOD             GEOCAC
 FC1289
 FC1289                          STATION DESCRIPTION
 FC1289
 FC1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1289'IN CHATTANOOGA.
 FC1289'AT THE FOURTH STATION SITE, 87.5 FEET NORTH OF THE STATION.
 FC1289'A STANDARD DISK SET IN THE SOUTHWEST CORNER OF THE 4TH STREET
 FC1289'OVERPASS AND IS ABOUT 14 INCHES ABOVE THE GROUND.
 FC1289
 FC1289                          STATION RECOVERY (1983)
 FC1289
 FC1289'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1289'RECOVERED IN GOOD CONDITION.
 FC1289
 FC1289                          STATION RECOVERY (1990)
 FC1289
 FC1289'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1289'RECOVERED IN GOOD CONDITION.
 FC1289
 FC1289                          STATION RECOVERY (2005)
 FC1289
 FC1289'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1289'SET IN THE TOP OF THE WINGWALL AT THE SOUTHWEST CORNER OF THE US
 FC1289'HIGHWAY BRIDGE OVER FOURTH STREET.  HANDHELD COORDINATES ARE
 FC1289'N35-03-07.50 W085-18-50.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1291 ***********************************************************************
 FC1291  DESIGNATION -  FOURTH RM 2
 FC1291  PID         -  FC1291
 FC1291  STATE/COUNTY-  TN/HAMILTON
 FC1291  USGS QUAD   -  CHATTANOOGA (1976)
 FC1291
 FC1291                         *CURRENT SURVEY CONTROL
 FC1291  ___________________________________________________________________
 FC1291* NAD 83(1986)-  35 03 06.     (N)    085 18 50.     (W)     SCALED    
 FC1291* NAVD 88     -       221.067  (meters)     725.28   (feet)  ADJUSTED  
 FC1291  ___________________________________________________________________
 FC1291  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1291  DYNAMIC HT  -         220.847 (meters)     724.56  (feet)  COMP
 FC1291  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1291
 FC1291  VERT ORDER  -  SECOND    CLASS 0
 FC1291
 FC1291.The horizontal coordinates were scaled from a topographic map and have
 FC1291.an estimated accuracy of +/- 6 seconds.
 FC1291
 FC1291.The orthometric height was determined by differential leveling
 FC1291.and adjusted by the National Geodetic Survey in June 1991..
 FC1291
 FC1291.The geoid height was determined by GEOID03.
 FC1291
 FC1291.The dynamic height is computed by dividing the NAVD 88
 FC1291.geopotential number by the normal gravity value computed on the
 FC1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1291.degrees latitude (g = 980.6199 gals.).
 FC1291
 FC1291.The modeled gravity was interpolated from observed gravity values.
 FC1291
 FC1291;                    North         East    Units  Estimated Accuracy
 FC1291;SPC TN       -    79,920.      662,600.      MT  (+/- 180 meters Scaled)
 FC1291
 FC1291                          SUPERSEDED SURVEY CONTROL
 FC1291
 FC1291  NGVD 29 (??/??/92)  221.102  (m)          725.40   (f) ADJ UNCH    2 0
 FC1291
 FC1291.Superseded values are not recommended for survey control.
 FC1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1291.See file dsdata.txt to determine how the superseded data were derived.
 FC1291
 FC1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537800(NAD 83)
 FC1291_MARKER: DR = REFERENCE MARK DISK
 FC1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1291_SP_SET: CURB
 FC1291_STAMPING: FOURTH NO 2 1962
 FC1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1291
 FC1291  HISTORY     - Date     Condition        Report By
 FC1291  HISTORY     - 1962     MONUMENTED       CGS
 FC1291  HISTORY     - 1983     POOR             USPSQD
 FC1291  HISTORY     - 1990     GOOD             USPSQD
 FC1291  HISTORY     - 20050112 POOR             GEOCAC
 FC1291
 FC1291                          STATION DESCRIPTION
 FC1291
 FC1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1291'IN CHATTANOOGA.
 FC1291'AT THE FOURTH STATION SITE, 97.8 FEET SOUTHWEST OF THE STATION,
 FC1291'37.5 FEET SOUTHWEST OF A METAL STREET LIGHT POLE, 24.4 FEET
 FC1291'SOUTHWEST OF A HIGHWAY SIGN, 12.6 FEET NORTH OF THE CENTER
 FC1291'OF THE EXIT ROAD.  A STANDARD REFERENCE MARK DISK SET IN A DRILL
 FC1291'HOLE IN THE CURVED CURB OF THE 4TH STREET EXIT FROM THE INTERSTATE
 FC1291'HIGHWAY.
 FC1291
 FC1291                          STATION RECOVERY (1983)
 FC1291
 FC1291'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1291'MARK RECOVERED IN POOR CONDITION.
 FC1291
 FC1291                          STATION RECOVERY (1990)
 FC1291
 FC1291'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1291'RECOVERED IN GOOD CONDITION.
 FC1291
 FC1291                          STATION RECOVERY (2005)
 FC1291
 FC1291'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1291'SET IN THE TOP OF THE CURB AOONG THE NORTH SIDE OF THE FOURTH STREET
 FC1291'EXIT FROM SOUTHBOUND US HIGHWAY 27, 12.6 FEET NORTH OF THE CENTER OF
 FC1291'THE EXIT ROAD, 37.5 FEET SOUTHWEST OF A METAL LIGHT POLE, 3.0 FEET
 FC1291'WEST OF THE WEST EDGE OF A STORM DRAIN, AND AT HANDHELD COORDINATES
 FC1291'N35-03-05.70 W085-18-51.24.  NOTE - THE SOUTH ONE-THIRD OF THE DISK
 FC1291'HAS BEEN BENT DOWNWARD ABOUT 20 DEGREES BY ROAD TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1464 ***********************************************************************
 FD1464  DESIGNATION -  FOWLER
 FD1464  PID         -  FD1464
 FD1464  STATE/COUNTY-  TN/MARSHALL
 FD1464  USGS QUAD   -  CORNERSVILLE (1982)
 FD1464
 FD1464                         *CURRENT SURVEY CONTROL
 FD1464  ___________________________________________________________________
 FD1464* NAD 83(1995)-  35 22 10.84362(N)    086 48 49.60421(W)     ADJUSTED  
 FD1464* NAVD 88     -       373.4    (meters)    1225.     (feet)  VERTCON   
 FD1464  ___________________________________________________________________
 FD1464  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FD1464  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD1464
 FD1464  HORZ ORDER  -  SECOND
 FD1464
 FD1464.The horizontal coordinates were established by classical geodetic methods
 FD1464.and adjusted by the National Geodetic Survey in April 1999..
 FD1464
 FD1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1464
 FD1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1464
 FD1464.The geoid height was determined by GEOID03.
 FD1464
 FD1464;                    North         East     Units Scale Factor Converg.
 FD1464;SPC TN       -   115,289.780   526,049.522   MT  0.99998104   -0 28 35.1
 FD1464;SPC TN       -   378,246.55  1,725,880.81   sFT  0.99998104   -0 28 35.1
 FD1464;UTM  16      - 3,914,056.202   516,916.210   MT  0.99960353   +0 06 28.1
 FD1464
 FD1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1464!SPC TN       -   0.99994574  x   0.99998104  =   0.99992678
 FD1464!UTM  16      -   0.99994574  x   0.99960353  =   0.99954929
 FD1464
 FD1464:                Primary Azimuth Mark                     Grid Az
 FD1464:SPC TN       -  FOWLER AZ MK                             147 58 13.8
 FD1464:UTM  16      -  FOWLER AZ MK                             147 23 10.6
 FD1464
 FD1464|---------------------------------------------------------------------|
 FD1464| PID    Reference Object                     Distance      Geod. Az  |
 FD1464|                                                           dddmmss.s |
 FD1464| CG5819 FOWLER AZ MK                                       1472938.7 |
 FD1464| CG5820 FOWLER RM 1                          30.434 METERS 14757     |
 FD1464| FD1467 PIERCE                              APPROX.15.9 KM 2195357.0 |
 FD1464| CG5822 FOWLER RM 3                          20.705 METERS 34505     |
 FD1464| CG5821 FOWLER RM 2                          32.681 METERS 35534     |
 FD1464|---------------------------------------------------------------------|
 FD1464
 FD1464                          SUPERSEDED SURVEY CONTROL
 FD1464
 FD1464  NAD 83(1995)-  35 22 10.84677(N)    086 48 49.60483(W) AD(       ) 2
 FD1464  NAD 83(1995)-  35 22 10.84789(N)    086 48 49.60580(W) AD(       ) 2
 FD1464  NAD 83(1986)-  35 22 10.85346(N)    086 48 49.60450(W) AD(       ) 2
 FD1464  NAD 27      -  35 22 10.57800(N)    086 48 49.60600(W) AD(       ) 2
 FD1464  NGVD 29 (07/19/86)  373.4    (m)         1225.     (f) VERT ANG       
 FD1464
 FD1464.Superseded values are not recommended for survey control.
 FD1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1464.See file dsdata.txt to determine how the superseded data were derived.
 FD1464
 FD1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1691614056(NAD 83)
 FD1464_MARKER: DS = TRIANGULATION STATION DISK
 FD1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1464
 FD1464  HISTORY     - Date     Condition        Report By
 FD1464  HISTORY     - 1934     MONUMENTED       CGS
 FD1464  HISTORY     - 1960     GOOD             CGS
 FD1464
 FD1464                          STATION DESCRIPTION
 FD1464
 FD1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1464'ABOUT 2 MILES EAST-NORTHEAST OF CORNERSVILLE, ON HIGH RIDGE ON
 FD1464'PROPERTY OF LIGE
 FD1464'FOWLER.  TO REACH FROM CORNERSVILLE POST OFFICE, GO
 FD1464'SOUTH 0.4 MILE ON STATE ROUTE 11
 FD1464'AND TURN LEFT JUST AFTER PASSING
 FD1464'SCHOOL ON RIGHT, FOLLOW THIS ROAD AND TURN LEFT
 FD1464'AFTER PASSING
 FD1464'UNDERPASS, PROCEED 0.65 MILE, FOLLOW LOWER LEFT FORK 1.1 MILES,
 FD1464'TURN LEFT AT
 FD1464'CROSSROAD AT TOP OF GRADE, AND CONTINUE 0.7 MILE (OF 0.1 MILE
 FD1464'PAST MR FOWLERS HOUSE) TO
 FD1464'HIGH ROCKY RIDGE AT STATION.  STATION IS 24
 FD1464'FEET WEST OF CENTER LINE OF ROAD, 4 YARDS
 FD1464'WEST OF FENCE LINE, 80 FEET
 FD1464'SOUTH OF 14-INCH MAPLE TREE, AND 0.1 MILE NORTH OF FOWLERS
 FD1464'HOME.  SURFACE
 FD1464'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1464'CONCRETE.
 FD1464'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1464'REFERENCE DISKS IN CONCRETE.  NO 1
 FD1464'IS 6 FEET EAST OF CENTER
 FD1464'LINE OF ROAD, JUST INSIDE FENCE, 33 FEET NORTHEAST OF 14-INCH
 FD1464'MAPLE TREE, AND
 FD1464'99.85 FEET FROM STATION S 32 DEG 03 MIN E.  NO 2 IS
 FD1464'IN SAME FIELD AS STATION, 8
 FD1464'FEET WEST OF CENTER LINE OF ROAD, AND
 FD1464'107.24 FEET FROM STATION.
 FD1464'AZIMUTH MARK IS
 FD1464'ON PROPERTY OF MR FOWLER, IN NORTHWEST FENCE CORNER, 15 FEET WEST
 FD1464'OF CENTER LINE OF
 FD1464'ROAD LEADING TO STATION FROM CORNERSVILLE, AND 0.15
 FD1464'MILE FROM STATION.
 FD1464
 FD1464                          STATION RECOVERY (1960)
 FD1464
 FD1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1464'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1464'RECOVERED AND FOUND IN
 FD1464'GOOD CONDITION.  REFERENCE MARK NO 1 HAS BEEN DESTROYED BY
 FD1464'ROAD CONSTRUCTION.  A NEW
 FD1464'REFERENCE MARK NO 3 WAS ESTABLISHED BY THIS
 FD1464'PARTY.  A NEW DESCRIPTION FOLLOWS.
 FD1464'
 FD1464'THE STATION IS LOCATED ABOUT 2 MILES EAST OF CORNERSVILLE, ON A HIGH
 FD1464'TIMBERED RIDGE AND ON
 FD1464'PROPERTY OWNED BY MR FLOYD CANEER.
 FD1464'
 FD1464'TO REACH THE STATION FROM POST OFFICE IN CORNERSVILLE, GO SOUTH ON U
 FD1464'S HIGHWAY 31A FOR
 FD1464'0.4 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, EAST,
 FD1464'FOR 0.1 MILE TO FORKS JUST AFTER
 FD1464'PASSING UNDER AN UNDERPASS, TURN
 FD1464'LEFT, NORTHEAST, FOR 0.5 MILE TO FORKS, TAKE THE
 FD1464'LEFT FORK NORTHEAST
 FD1464'FOR 1.1 MILES TO CROSSROAD AT THE TOP OF GRADE, TURN LEFT, NORTH,
 FD1464'FOR 0.6 MILE TO
 FD1464'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY FOR 0.15
 FD1464'MILE TO THE STATION.
 FD1464'
 FD1464'STATION MARK IS 24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 12
 FD1464'FEET WEST OF A WIRE FENCE
 FD1464'AND 2.6 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 FD1464'STANDARD DISK SET IN THE TOP OF A
 FD1464'CONCRETE POST, PROJECTS 8 INCHES
 FD1464'AND IS STAMPED FOWLER 1934.
 FD1464'
 FD1464'REFERENCE MARK NO 2 IS 8 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 FD1464'AND 2 FEET EAST OF A
 FD1464'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 FD1464'TOP OF A CONCRETE POST, PROJECTS
 FD1464'8 INCHES AND IS STAMPED FOWLER NO 2
 FD1464'1934.
 FD1464'
 FD1464'REFERENCE MARK NO 3 IS 14 FEET WEST OF THE CENTER OF THE GRAVELED
 FD1464'ROAD AND 2 FEET WEST OF A
 FD1464'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 FD1464'TOP OF A CONCRETE POST, SET FLUSH
 FD1464'AND IS STAMPED FOWLER NO 3 1934.
 FD1464'
 FD1464'AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 5
 FD1464'FEET NORTH OF A FENCE
 FD1464'CORNER POST.  THE MARK IS A STANDARD REFERENCE MARK
 FD1464'DISK SET IN THE TOP OF A CONCRETE
 FD1464'POST, PROJECTS 7 INCHES AND IS
 FD1464'STAMPED FOWLER AZI 1934.
 FD1464'
 FD1464'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0665 ***********************************************************************
 FD0665  DESIGNATION -  FRANK
 FD0665  PID         -  FD0665
 FD0665  STATE/COUNTY-  TN/WILLIAMSON
 FD0665  USGS QUAD   -  FRANKLIN (1981)
 FD0665
 FD0665                         *CURRENT SURVEY CONTROL
 FD0665  ___________________________________________________________________
 FD0665* NAD 83(1995)-  35 55 02.79914(N)    086 52 26.37535(W)     ADJUSTED  
 FD0665* NAVD 88     -       212.518  (meters)     697.24   (feet)  ADJUSTED  
 FD0665  ___________________________________________________________________
 FD0665  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FD0665  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0665  DYNAMIC HT  -         212.332 (meters)     696.63  (feet)  COMP
 FD0665  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0665
 FD0665  HORZ ORDER  -  SECOND
 FD0665  VERT ORDER  -  SECOND    CLASS 0
 FD0665
 FD0665.The horizontal coordinates were established by classical geodetic methods
 FD0665.and adjusted by the National Geodetic Survey in April 1999..
 FD0665
 FD0665.The orthometric height was determined by differential leveling
 FD0665.and adjusted by the National Geodetic Survey in June 1991..
 FD0665
 FD0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0665
 FD0665.The geoid height was determined by GEOID03.
 FD0665
 FD0665.The dynamic height is computed by dividing the NAVD 88
 FD0665.geopotential number by the normal gravity value computed on the
 FD0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0665.degrees latitude (g = 980.6199 gals.).
 FD0665
 FD0665.The modeled gravity was interpolated from observed gravity values.
 FD0665
 FD0665;                    North         East     Units Scale Factor Converg.
 FD0665;SPC TN       -   176,107.861   521,120.540   MT  0.99994946   -0 30 42.0
 FD0665;SPC TN       -   577,780.54  1,709,709.64   sFT  0.99994946   -0 30 42.0
 FD0665;UTM  16      - 3,974,799.205   511,368.525   MT  0.99960159   +0 04 26.1
 FD0665
 FD0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0665!SPC TN       -   0.99997115  x   0.99994946  =   0.99992061
 FD0665!UTM  16      -   0.99997115  x   0.99960159  =   0.99957275
 FD0665
 FD0665|---------------------------------------------------------------------|
 FD0665| PID    Reference Object                     Distance      Geod. Az  |
 FD0665|                                                           dddmmss.s |
 FD0665| FD0664 FRANK RM 1                           21.011 METERS 11655     |
 FD0665| FD0660 HUMP                                APPROX. 3.5 KM 1861929.6 |
 FD0665| FD0666 FRANK RM 2                           24.537 METERS 26644     |
 FD0665| FD0667 FRANK AZ MK                                        3003644.0 |
 FD0665|---------------------------------------------------------------------|
 FD0665
 FD0665                          SUPERSEDED SURVEY CONTROL
 FD0665
 FD0665  NAD 83(1995)-  35 55 02.80150(N)    086 52 26.37676(W) AD(       ) 2
 FD0665  NAD 83(1986)-  35 55 02.80969(N)    086 52 26.37800(W) AD(       ) 2
 FD0665  NAD 27      -  35 55 02.57450(N)    086 52 26.37050(W) AD(       ) 2
 FD0665  NGVD 29 (??/??/??)  212.50   (m)          697.2    (f) RESET       3  
 FD0665
 FD0665.Superseded values are not recommended for survey control.
 FD0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0665.See file dsdata.txt to determine how the superseded data were derived.
 FD0665
 FD0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1136974799(NAD 83)
 FD0665_MARKER: DD = SURVEY DISK
 FD0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0665_STAMPING: FRANK 1962
 FD0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0665+STABILITY: SURFACE MOTION
 FD0665
 FD0665  HISTORY     - Date     Condition        Report By
 FD0665  HISTORY     - 1962     MONUMENTED       TNHD
 FD0665  HISTORY     - 1963     GOOD             TNHD
 FD0665  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0665  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0665
 FD0665                          STATION DESCRIPTION
 FD0665
 FD0665'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0665'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHWEST OF DOWN TOWN
 FD0665'FRANKLIN.
 FD0665'
 FD0665'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF U S HIGHWAY
 FD0665'31 AND 431 IN FRANKLIN,
 FD0665'GO SOUTH ON U S HIGHWAY 31 FOR 0.5 MILE TO THE
 FD0665'NATIONAL GUARD ARMORY AND THE
 FD0665'STATION ON THE RIGHT.
 FD0665'
 FD0665'THE STATION IS 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A RED BRICK
 FD0665'BUILDING, 36 FEET
 FD0665'SOUTHEAST OF A TRIPLE-TRUNKED TREE, 20 FEET NORTH OF A FENCE
 FD0665'AND 19.7 FEET NORTH OF A
 FD0665'WITNESS POST.  THE SURFACE AND UNDERGROUND
 FD0665'MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0665'DEPARTMENT DISKS AND ARE
 FD0665'STAMPED FRANK 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0665'INCHES BELOW
 FD0665'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0665'CONCRETE MONUMENT.
 FD0665'
 FD0665'REFERENCE MARK NO 1 IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FD0665'DRIVE AND 1 FOOT NORTH
 FD0665'OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0665'DEPARTMENT DISK SET IN A 10-INCH
 FD0665'SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0665'IS STAMPED FRANK RM-1 1962.
 FD0665'
 FD0665'REFERENCE MARK NO 2 IS 59 FEET SOUTHWEST OF A TRIPLE-TRUNKED TREE AND
 FD0665'1 FOOT NORTH OF A
 FD0665'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0665'DISK SET IN A 10-INCH SQUARE,
 FD0665'CONCRETE MONUMENT AND IS STAMPED FRANK
 FD0665'RM-2 1962.
 FD0665'
 FD0665'THE AZIMUTH MARK IS 42 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE NO
 FD0665'146 OF W FOLKES
 FD0665'STREET, 2.5 FEET WEST OF A WITNESS POST AND 2 FEET SOUTH
 FD0665'OF A FENCE CORNER.  IT IS A
 FD0665'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0665'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0665'MONUMENT AND IS STAMPED
 FD0665'FRANK AZI 1962.
 FD0665'
 FD0665'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH, PASSING WEST OF
 FD0665'THE ARMORY BUILDING,
 FD0665'TO W FOWLKES STREET, TURN LEFT AND GO 0.1 MILE TO NO
 FD0665'146 W FOWLKES STREET AND THE
 FD0665'AZIMUTH MARK ON THE RIGHT.
 FD0665'
 FD0665'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0665
 FD0665                          STATION RECOVERY (1963)
 FD0665
 FD0665'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0665'IN FRANKLIN.
 FD0665'FROM THE POST OFFICE IN FRANKLIN, GO SOUTH ON U.S. HIGHWAY 31
 FD0665'FOR 0.5 MILE TO THE NATIONAL GUARD ARMORY AND THE MARK ON THE
 FD0665'RIGHT.  THE MARK IS 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FD0665'RED BRICK BUILDING, 36 FEET SOUTHEAST OF A TRIPLE-TRUNKED TREE,
 FD0665'20 FEET NORTH OF A WIRE FENCE, AND 19.7 FEET NORTH OF A WITNESS
 FD0665'POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0665
 FD0665                          STATION RECOVERY (1979)
 FD0665
 FD0665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0665'MARK NOT FOUND.
 FD0665
 FD0665                          STATION RECOVERY (1984)
 FD0665
 FD0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0665'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1097 ***********************************************************************
 GA1097  DESIGNATION -  FRANK
 GA1097  PID         -  GA1097
 GA1097  STATE/COUNTY-  TN/HAWKINS
 GA1097  USGS QUAD   -  BUREM (1976)
 GA1097
 GA1097                         *CURRENT SURVEY CONTROL
 GA1097  ___________________________________________________________________
 GA1097* NAD 83(1995)-  36 25 10.65766(N)    082 59 33.50975(W)     ADJUSTED  
 GA1097* NAVD 88     -       433.791  (meters)    1423.20   (feet)  ADJUSTED  
 GA1097  ___________________________________________________________________
 GA1097  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GA1097  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1097  DYNAMIC HT  -         433.397 (meters)    1421.90  (feet)  COMP
 GA1097  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA1097
 GA1097  HORZ ORDER  -  SECOND
 GA1097  VERT ORDER  -  SECOND    CLASS 0
 GA1097
 GA1097.The horizontal coordinates were established by classical geodetic methods
 GA1097.and adjusted by the National Geodetic Survey in April 1999..
 GA1097
 GA1097.The orthometric height was determined by differential leveling
 GA1097.and adjusted by the National Geodetic Survey in June 1991..
 GA1097
 GA1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1097
 GA1097.The geoid height was determined by GEOID03.
 GA1097
 GA1097.The dynamic height is computed by dividing the NAVD 88
 GA1097.geopotential number by the normal gravity value computed on the
 GA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1097.degrees latitude (g = 980.6199 gals.).
 GA1097
 GA1097.The modeled gravity was interpolated from observed gravity values.
 GA1097
 GA1097;                    North         East     Units Scale Factor Converg.
 GA1097;SPC TN       -   235,620.797   869,668.438   MT  1.00000053   +1 45 38.3
 GA1097;SPC TN       -   773,032.56  2,853,237.20   sFT  1.00000053   +1 45 38.3
 GA1097;UTM  17      - 4,032,337.611   321,353.480   MT  0.99999322   -1 11 00.0
 GA1097
 GA1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1097!SPC TN       -   0.99993683  x   1.00000053  =   0.99993736
 GA1097!UTM  17      -   0.99993683  x   0.99999322  =   0.99993006
 GA1097
 GA1097|---------------------------------------------------------------------|
 GA1097| PID    Reference Object                     Distance      Geod. Az  |
 GA1097|                                                           dddmmss.s |
 GA1097| GA1096 FRANK RM 1                           32.440 METERS 13329     |
 GA1097| GA3411 ROGERSVILLE TVA STM PLT MAST        APPROX. 3.0 KM 1875143.5 |
 GA1097| GA3500 ROGERSVILLE INTL CARD CO TANK       APPROX. 2.6 KM 2243047.4 |
 GA1097| GA1098 FRANK RM 2                           30.717 METERS 33514     |
 GA1097|---------------------------------------------------------------------|
 GA1097
 GA1097                          SUPERSEDED SURVEY CONTROL
 GA1097
 GA1097  NAD 83(1995)-  36 25 10.66133(N)    082 59 33.51291(W) AD(       ) 2
 GA1097  NAD 83(1995)-  36 25 10.67232(N)    082 59 33.51889(W) AD(       ) 2
 GA1097  NAD 83(1995)-  36 25 10.66471(N)    082 59 33.51537(W) AD(       ) 2
 GA1097  NAD 83(1986)-  36 25 10.66708(N)    082 59 33.51364(W) AD(       ) 2
 GA1097  NAD 27      -  36 25 10.32484(N)    082 59 33.91966(W) AD(       ) 2
 GA1097  NGVD 29 (??/??/92)  433.930  (m)         1423.65   (f) ADJ UNCH    2 0
 GA1097
 GA1097.Superseded values are not recommended for survey control.
 GA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1097.See file dsdata.txt to determine how the superseded data were derived.
 GA1097
 GA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2135332338(NAD 83)
 GA1097_MARKER: DD = SURVEY DISK
 GA1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1097_STAMPING: FRANK 1963
 GA1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1097+STABILITY: SURFACE MOTION
 GA1097
 GA1097  HISTORY     - Date     Condition        Report By
 GA1097  HISTORY     - 1963     MONUMENTED       TNHD
 GA1097  HISTORY     - 1964     GOOD             TNHD
 GA1097
 GA1097                          STATION DESCRIPTION
 GA1097
 GA1097'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1097'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF DOWNTOWN
 GA1097'ROGERSVILLE.
 GA1097'
 GA1097'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 0.9 MILE
 GA1097'NORTHEAST ON U.S.
 GA1097'HIGHWAY 11W TO A GRAVELED DRIVE ON THE LEFT, TURN
 GA1097'LEFT AND GO 0.1 MILE NORTHWEST TO A
 GA1097'GATE, CONTINUE STRAIGHT AHEAD,
 GA1097'PASSING THROUGH THE GATE, FOR 100 FEET NORTHWEST TO
 GA1097'ANOTHER GATE,
 GA1097'CONTINUE THROUGH THE SECOND GATE THEN TURN RIGHT, PASSING THROUGHT
 GA1097'THE THIRD GATE,
 GA1097'AND GO 0.05 MILE NORTHEAST TO A BEND IN THE ROAD
 GA1097'LEFT, TURN LEFT AND GO 0.1 MILE
 GA1097'NORTHWEST ON THE FARM ROAD TO THE
 GA1097'FOURTH GATE, PASS THROUGH THE GATE AND TURN RIGHT
 GA1097'AND GO 0.4 MILE
 GA1097'NORTHEAST ACROSS A FIELD TO AN OSAGE ORANGE TREE, A FENCE LINE AND
 GA1097'THE STATION.
 GA1097'
 GA1097'THE STATION IS 23 FEET SOUTHWEST OF THE FENCE LINE AND 22.8 FEET
 GA1097'SOUTHWEST OF A WITNESS
 GA1097'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA1097'TENNESSEE HIGHWAY DEPARTMENT
 GA1097'DISKS AND ARE STAMPED FRANK 1963.  THE
 GA1097'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA1097'SURFACE.  THE SURFACE
 GA1097'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1097'
 GA1097'REFERENCE NO. 1 IS 4 FEET SOUTHWEST OF THE FENCE LINE.  IT IS A
 GA1097'STANDARD TENNESSEE
 GA1097'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1097'CONCRETE MONUMENT AND THE
 GA1097'DISK IS STAMPED FRANK RM-1 1963.
 GA1097'
 GA1097'REFERENCE NO. 2 IS 3 FEET SOUTHWEST OF THE FENCE LINE.  IT IS A
 GA1097'STANDARD TENNESSEE
 GA1097'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH ROUND, FLUSH,
 GA1097'CONCRETE MONUMENT AND THE
 GA1097'DISK IS STAMPED FRANK RM-2 1963.
 GA1097'
 GA1097'THE INTERSECTION STATION T.V.A., JOHN SEVIER STEAM PLANT, MICRO WAVE
 GA1097'MAST, ROGERSVILLE WILL
 GA1097'SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GA1097'
 GA1097'ALL OBSERVATIONS WERE MADE FROM A 74 FOOT TOWER.
 GA1097'
 GA1097'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA1097
 GA1097                          STATION RECOVERY (1964)
 GA1097
 GA1097'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1097'IN ROGERSVILLE.
 GA1097'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA1097'0.9 MILE NORTHEAST ON U.S. HIGHWAY 11W TO A GRAVELED DRIVE ON THE
 GA1097'LEFT, TURN LEFT AND GO 0.1 MILE NORTHWEST TO A GATE, CONTINUE
 GA1097'STRAIGHT AHEAD, PASSING THROUGH THE GATE, FOR 100 FEET NORTHWEST
 GA1097'TO ANOTHER GATE, CONTINUE THROUGH THE SECOND GATE THEN TURN RIGHT,
 GA1097'PASSING THROUGH THE THIRD GATE, AND GO 0.05 MILE NORTHEAST TO A
 GA1097'BEND IN THE ROAD LEFT, TURN LEFT AND GO 0.1 MILE NORTHWEST ON THE
 GA1097'FARM ROAD TO THE FOURTH GATE, PASS THROUGH THE GATE AND TURN
 GA1097'RIGHT AND GO 0.4 MILE NORTHEAST ACROSS A FIELD TO AN OSAGE
 GA1097'ORANGE TREE, A FENCE LINE AND THE STATION.  THE MARK IS A STANDARD
 GA1097'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1097'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0667 ***********************************************************************
 FD0667  DESIGNATION -  FRANK AZ MK
 FD0667  PID         -  FD0667
 FD0667  STATE/COUNTY-  TN/WILLIAMSON
 FD0667  USGS QUAD   -  FRANKLIN (1981)
 FD0667
 FD0667                         *CURRENT SURVEY CONTROL
 FD0667  ___________________________________________________________________
 FD0667* NAD 83(1986)-  35 55 06.     (N)    086 52 28.     (W)     SCALED    
 FD0667* NAVD 88     -       201.236  (meters)     660.22   (feet)  ADJUSTED  
 FD0667  ___________________________________________________________________
 FD0667  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0667  DYNAMIC HT  -         201.060 (meters)     659.64  (feet)  COMP
 FD0667  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0667
 FD0667  VERT ORDER  -  SECOND    CLASS 0
 FD0667
 FD0667.The horizontal coordinates were scaled from a topographic map and have
 FD0667.an estimated accuracy of +/- 6 seconds.
 FD0667
 FD0667.The orthometric height was determined by differential leveling
 FD0667.and adjusted by the National Geodetic Survey in June 1991..
 FD0667
 FD0667.The geoid height was determined by GEOID03.
 FD0667
 FD0667.The dynamic height is computed by dividing the NAVD 88
 FD0667.geopotential number by the normal gravity value computed on the
 FD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0667.degrees latitude (g = 980.6199 gals.).
 FD0667
 FD0667.The modeled gravity was interpolated from observed gravity values.
 FD0667
 FD0667;                    North         East    Units  Estimated Accuracy
 FD0667;SPC TN       -   176,210.      521,080.      MT  (+/- 180 meters Scaled)
 FD0667
 FD0667                          SUPERSEDED SURVEY CONTROL
 FD0667
 FD0667  NGVD 29 (??/??/??)  201.22   (m)          660.2    (f) RESET       3  
 FD0667
 FD0667.Superseded values are not recommended for survey control.
 FD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0667.See file dsdata.txt to determine how the superseded data were derived.
 FD0667
 FD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE113748(NAD 83)
 FD0667_MARKER: DD = SURVEY DISK
 FD0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0667_STAMPING: FRANK AZI 1962
 FD0667_MARK LOGO: TNHD  
 FD0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0667+STABILITY: SURFACE MOTION
 FD0667
 FD0667  HISTORY     - Date     Condition        Report By
 FD0667  HISTORY     - 1962     MONUMENTED       TNHD
 FD0667  HISTORY     - 1963     GOOD             TNHD
 FD0667  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0667
 FD0667                          STATION DESCRIPTION
 FD0667
 FD0667'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0667'IN FRANKLIN.
 FD0667'TO REACH THE MARK FROM THE STATION FRANK 1962, GO NORTH, PASSING
 FD0667'WEST OF THE ARMORY BUILDING, TO W. FOWLKES STREET, TURN LEFT AND
 FD0667'GO 0.1 MILE TO NO. 146 W. FOWLKES STREET AND THE AZIMUTH
 FD0667'MARK ON THE RIGHT.  THE MARK IS 42 FEET EAST OF THE SOUTHEAST
 FD0667'CORNER OF HOUSE NO. 146 ON W. FOWLKES STREET, 2.5 FEET WEST OF A
 FD0667'WITNESS POST AND 2 FEET SOUTH OF A FENCE CORNER.  IT IS SET IN
 FD0667'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0667
 FD0667                          STATION RECOVERY (1984)
 FD0667
 FD0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0667'NOT RECOVERED.  POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION AND CHURCH
 FD0667'LANDSCAPING.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0664 ***********************************************************************
 FD0664  DESIGNATION -  FRANK RM 1
 FD0664  PID         -  FD0664
 FD0664  STATE/COUNTY-  TN/WILLIAMSON
 FD0664  USGS QUAD   -  FRANKLIN (1981)
 FD0664
 FD0664                         *CURRENT SURVEY CONTROL
 FD0664  ___________________________________________________________________
 FD0664* NAD 83(1986)-  35 55 02.     (N)    086 52 24.     (W)     SCALED    
 FD0664* NAVD 88     -       212.594  (meters)     697.49   (feet)  ADJUSTED  
 FD0664  ___________________________________________________________________
 FD0664  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0664  DYNAMIC HT  -         212.408 (meters)     696.88  (feet)  COMP
 FD0664  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0664
 FD0664  VERT ORDER  -  SECOND    CLASS 0
 FD0664
 FD0664.The horizontal coordinates were scaled from a topographic map and have
 FD0664.an estimated accuracy of +/- 6 seconds.
 FD0664
 FD0664.The orthometric height was determined by differential leveling
 FD0664.and adjusted by the National Geodetic Survey in June 1991..
 FD0664
 FD0664.The geoid height was determined by GEOID03.
 FD0664
 FD0664.The dynamic height is computed by dividing the NAVD 88
 FD0664.geopotential number by the normal gravity value computed on the
 FD0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0664.degrees latitude (g = 980.6199 gals.).
 FD0664
 FD0664.The modeled gravity was interpolated from observed gravity values.
 FD0664
 FD0664;                    North         East    Units  Estimated Accuracy
 FD0664;SPC TN       -   176,080.      521,180.      MT  (+/- 180 meters Scaled)
 FD0664
 FD0664                          SUPERSEDED SURVEY CONTROL
 FD0664
 FD0664  NGVD 29 (??/??/??)  212.57   (m)          697.4    (f) RESET       3  
 FD0664
 FD0664.Superseded values are not recommended for survey control.
 FD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0664.See file dsdata.txt to determine how the superseded data were derived.
 FD0664
 FD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114747(NAD 83)
 FD0664_MARKER: DD = SURVEY DISK
 FD0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0664_STAMPING: FRANK RM 1 1962
 FD0664_MARK LOGO: TNHD  
 FD0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0664+STABILITY: SURFACE MOTION
 FD0664
 FD0664  HISTORY     - Date     Condition        Report By
 FD0664  HISTORY     - 1962     MONUMENTED       TNHD
 FD0664  HISTORY     - 1963     GOOD             TNHD
 FD0664  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0664
 FD0664                          STATION DESCRIPTION
 FD0664
 FD0664'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0664'IN FRANKLIN.
 FD0664'THE MARK IS LOCATED AT THE FRANK 1962 STATION SITE, 29 FEET SOUTH
 FD0664'OF THE CENTER LINE OF A DRIVE AND 1 FOOT NORTH OF A FENCE.  IT
 FD0664'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0664
 FD0664                          STATION RECOVERY (1984)
 FD0664
 FD0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0664'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1096 ***********************************************************************
 GA1096  DESIGNATION -  FRANK RM 1
 GA1096  PID         -  GA1096
 GA1096  STATE/COUNTY-  TN/HAWKINS
 GA1096  USGS QUAD   -  BUREM (1976)
 GA1096
 GA1096                         *CURRENT SURVEY CONTROL
 GA1096  ___________________________________________________________________
 GA1096* NAD 83(1986)-  36 25 11.     (N)    082 59 33.     (W)     SCALED    
 GA1096* NAVD 88     -       433.112  (meters)    1420.97   (feet)  ADJUSTED  
 GA1096  ___________________________________________________________________
 GA1096  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1096  DYNAMIC HT  -         432.719 (meters)    1419.68  (feet)  COMP
 GA1096  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA1096
 GA1096  VERT ORDER  -  SECOND    CLASS 0
 GA1096
 GA1096.The horizontal coordinates were scaled from a topographic map and have
 GA1096.an estimated accuracy of +/- 6 seconds.
 GA1096
 GA1096.The orthometric height was determined by differential leveling
 GA1096.and adjusted by the National Geodetic Survey in June 1991..
 GA1096
 GA1096.The geoid height was determined by GEOID03.
 GA1096
 GA1096.The dynamic height is computed by dividing the NAVD 88
 GA1096.geopotential number by the normal gravity value computed on the
 GA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1096.degrees latitude (g = 980.6199 gals.).
 GA1096
 GA1096.The modeled gravity was interpolated from observed gravity values.
 GA1096
 GA1096;                    North         East    Units  Estimated Accuracy
 GA1096;SPC TN       -   235,630.      869,680.      MT  (+/- 180 meters Scaled)
 GA1096
 GA1096                          SUPERSEDED SURVEY CONTROL
 GA1096
 GA1096  NGVD 29 (??/??/92)  433.252  (m)         1421.43   (f) ADJ UNCH    2 0
 GA1096
 GA1096.Superseded values are not recommended for survey control.
 GA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1096.See file dsdata.txt to determine how the superseded data were derived.
 GA1096
 GA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213323(NAD 83)
 GA1096_MARKER: DD = SURVEY DISK
 GA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1096_STAMPING: FRANK RM-1 1963
 GA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1096+STABILITY: SURFACE MOTION
 GA1096
 GA1096  HISTORY     - Date     Condition        Report By
 GA1096  HISTORY     - 1963     MONUMENTED       TNHD
 GA1096
 GA1096                          STATION DESCRIPTION
 GA1096
 GA1096'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA1096'IN ROGERSVILLE.
 GA1096'THE MARK IS LOCATED AT THE FRANK 1963 STATION SITE, 4 FEET SOUTHWEST
 GA1096'OF THE FENCE LINE AND 109.5 FEET SOUTHEAST OF THE STATION.  THE
 GA1096'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1096'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0666 ***********************************************************************
 FD0666  DESIGNATION -  FRANK RM 2
 FD0666  PID         -  FD0666
 FD0666  STATE/COUNTY-  TN/WILLIAMSON
 FD0666  USGS QUAD   -  FRANKLIN (1981)
 FD0666
 FD0666                         *CURRENT SURVEY CONTROL
 FD0666  ___________________________________________________________________
 FD0666* NAD 83(1986)-  35 55 02.     (N)    086 52 24.     (W)     SCALED    
 FD0666* NAVD 88     -       212.206  (meters)     696.21   (feet)  ADJUSTED  
 FD0666  ___________________________________________________________________
 FD0666  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0666  DYNAMIC HT  -         212.020 (meters)     695.60  (feet)  COMP
 FD0666  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0666
 FD0666  VERT ORDER  -  SECOND    CLASS 0
 FD0666
 FD0666.The horizontal coordinates were scaled from a topographic map and have
 FD0666.an estimated accuracy of +/- 6 seconds.
 FD0666
 FD0666.The orthometric height was determined by differential leveling
 FD0666.and adjusted by the National Geodetic Survey in June 1991..
 FD0666
 FD0666.The geoid height was determined by GEOID03.
 FD0666
 FD0666.The dynamic height is computed by dividing the NAVD 88
 FD0666.geopotential number by the normal gravity value computed on the
 FD0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0666.degrees latitude (g = 980.6199 gals.).
 FD0666
 FD0666.The modeled gravity was interpolated from observed gravity values.
 FD0666
 FD0666;                    North         East    Units  Estimated Accuracy
 FD0666;SPC TN       -   176,080.      521,180.      MT  (+/- 180 meters Scaled)
 FD0666
 FD0666                          SUPERSEDED SURVEY CONTROL
 FD0666
 FD0666  NGVD 29 (??/??/??)  212.19   (m)          696.2    (f) RESET       3  
 FD0666
 FD0666.Superseded values are not recommended for survey control.
 FD0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0666.See file dsdata.txt to determine how the superseded data were derived.
 FD0666
 FD0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114747(NAD 83)
 FD0666_MARKER: DD = SURVEY DISK
 FD0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0666_STAMPING: FRANK RM 2 1962
 FD0666_MARK LOGO: TNHD  
 FD0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0666+STABILITY: SURFACE MOTION
 FD0666
 FD0666  HISTORY     - Date     Condition        Report By
 FD0666  HISTORY     - 1962     MONUMENTED       TNHD
 FD0666  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0666
 FD0666                          STATION DESCRIPTION
 FD0666
 FD0666'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0666'IN FRANKLIN.
 FD0666'THE MARK IS LOCATED AT THE FRANK 1962 STATION SITE, 59 FEET
 FD0666'SOUTHWEST OF A TRIPLE-TRUNKED TREE, AND 1 FOOT NORTH OF A FENCE.
 FD0666'IT IS SET IN A 10-INCH SQUARE FLUSH, CONCRETE MONUMENT.
 FD0666
 FD0666                          STATION RECOVERY (1984)
 FD0666
 FD0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0666'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1098 ***********************************************************************
 GA1098  DESIGNATION -  FRANK RM 2
 GA1098  PID         -  GA1098
 GA1098  STATE/COUNTY-  TN/HAWKINS
 GA1098  USGS QUAD   -  BUREM (1976)
 GA1098
 GA1098                         *CURRENT SURVEY CONTROL
 GA1098  ___________________________________________________________________
 GA1098* NAD 83(1986)-  36 25 11.     (N)    082 59 33.     (W)     SCALED    
 GA1098* NAVD 88     -       435.825  (meters)    1429.87   (feet)  ADJUSTED  
 GA1098  ___________________________________________________________________
 GA1098  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1098  DYNAMIC HT  -         435.430 (meters)    1428.57  (feet)  COMP
 GA1098  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA1098
 GA1098  VERT ORDER  -  SECOND    CLASS 0
 GA1098
 GA1098.The horizontal coordinates were scaled from a topographic map and have
 GA1098.an estimated accuracy of +/- 6 seconds.
 GA1098
 GA1098.The orthometric height was determined by differential leveling
 GA1098.and adjusted by the National Geodetic Survey in June 1991..
 GA1098
 GA1098.The geoid height was determined by GEOID03.
 GA1098
 GA1098.The dynamic height is computed by dividing the NAVD 88
 GA1098.geopotential number by the normal gravity value computed on the
 GA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1098.degrees latitude (g = 980.6199 gals.).
 GA1098
 GA1098.The modeled gravity was interpolated from observed gravity values.
 GA1098
 GA1098;                    North         East    Units  Estimated Accuracy
 GA1098;SPC TN       -   235,630.      869,680.      MT  (+/- 180 meters Scaled)
 GA1098
 GA1098                          SUPERSEDED SURVEY CONTROL
 GA1098
 GA1098  NGVD 29 (??/??/92)  435.965  (m)         1430.33   (f) ADJ UNCH    2 0
 GA1098
 GA1098.Superseded values are not recommended for survey control.
 GA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1098.See file dsdata.txt to determine how the superseded data were derived.
 GA1098
 GA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213323(NAD 83)
 GA1098_MARKER: DD = SURVEY DISK
 GA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1098_STAMPING: FRANK RM-2 1963
 GA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1098+STABILITY: SURFACE MOTION
 GA1098
 GA1098  HISTORY     - Date     Condition        Report By
 GA1098  HISTORY     - 1963     MONUMENTED       TNHD
 GA1098  HISTORY     - 1964     GOOD             TNHD
 GA1098
 GA1098                          STATION DESCRIPTION
 GA1098
 GA1098'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1098'IN ROGERSVILLE.
 GA1098'THE MARK IS LOCATED AT THE FRANK 1963 STATION SITE, 3 FEET
 GA1098'SOUTHWEST OF THE FENCE LINE AND 100.5 FEET NORTHWEST OF THE
 GA1098'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1098'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1098'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0262 ***********************************************************************
 GC0262  DESIGNATION -  FRANKLIN
 GC0262  PID         -  GC0262
 GC0262  STATE/COUNTY-  TN/WILSON
 GC0262  USGS QUAD   -  LEBANON (1983)
 GC0262
 GC0262                         *CURRENT SURVEY CONTROL
 GC0262  ___________________________________________________________________
 GC0262* NAD 83(1995)-  36 11 07.56961(N)    086 18 13.68863(W)     ADJUSTED  
 GC0262* NAVD 88     -       178.685  (meters)     586.24   (feet)  ADJUSTED  
 GC0262  ___________________________________________________________________
 GC0262  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GC0262  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0262  DYNAMIC HT  -         178.537 (meters)     585.75  (feet)  COMP
 GC0262  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC0262
 GC0262  HORZ ORDER  -  SECOND
 GC0262  VERT ORDER  -  SECOND    CLASS 0
 GC0262
 GC0262.The horizontal coordinates were established by classical geodetic methods
 GC0262.and adjusted by the National Geodetic Survey in April 1999..
 GC0262
 GC0262.The orthometric height was determined by differential leveling
 GC0262.and adjusted by the National Geodetic Survey in June 1991..
 GC0262
 GC0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0262
 GC0262.The geoid height was determined by GEOID03.
 GC0262
 GC0262.The dynamic height is computed by dividing the NAVD 88
 GC0262.geopotential number by the normal gravity value computed on the
 GC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0262.degrees latitude (g = 980.6199 gals.).
 GC0262
 GC0262.The modeled gravity was interpolated from observed gravity values.
 GC0262
 GC0262;                    North         East     Units Scale Factor Converg.
 GC0262;SPC TN       -   205,533.126   572,673.268   MT  0.99996715   -0 10 40.3
 GC0262;SPC TN       -   674,319.93  1,878,845.55   sFT  0.99996715   -0 10 40.3
 GC0262;UTM  16      - 4,004,740.885   562,599.880   MT  0.99964828   +0 24 39.8
 GC0262
 GC0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0262!SPC TN       -   0.99997652  x   0.99996715  =   0.99994367
 GC0262!UTM  16      -   0.99997652  x   0.99964828  =   0.99962481
 GC0262
 GC0262|---------------------------------------------------------------------|
 GC0262| PID    Reference Object                     Distance      Geod. Az  |
 GC0262|                                                           dddmmss.s |
 GC0262| GC0261 FRANKLIN RM 2                        24.476 METERS 00659     |
 GC0262| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 3.9 KM 0375137.4 |
 GC0262| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 4.1 KM 0531614.7 |
 GC0262| GC0263 FRANKLIN RM 1                        34.345 METERS 10052     |
 GC0262| CG5831 FRANKLIN AZ MK                                     1163124.5 |
 GC0262| GC2155 LEBANON MUNICIPAL TANK              APPROX. 4.5 KM 3402346.2 |
 GC0262|---------------------------------------------------------------------|
 GC0262
 GC0262                          SUPERSEDED SURVEY CONTROL
 GC0262
 GC0262  NAD 83(1995)-  36 11 07.57254(N)    086 18 13.69134(W) AD(       ) 2
 GC0262  NAD 83(1995)-  36 11 07.57472(N)    086 18 13.69254(W) AD(       ) 2
 GC0262  NAD 83(1986)-  36 11 07.58085(N)    086 18 13.69089(W) AD(       ) 2
 GC0262  NAD 27      -  36 11 07.38220(N)    086 18 13.71900(W) AD(       ) 2
 GC0262  NGVD 29 (??/??/92)  178.747  (m)          586.44   (f) ADJ UNCH    2 0
 GC0262
 GC0262.Superseded values are not recommended for survey control.
 GC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0262.See file dsdata.txt to determine how the superseded data were derived.
 GC0262
 GC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6260004741(NAD 83)
 GC0262_MARKER: DS = TRIANGULATION STATION DISK
 GC0262_SETTING: 66 = SET IN ROCK OUTCROP
 GC0262_SP_SET: BEDROCK
 GC0262_STAMPING: FRANKLIN 1960
 GC0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0262+STABILITY: POSITION/ELEVATION WELL
 GC0262
 GC0262  HISTORY     - Date     Condition        Report By
 GC0262  HISTORY     - 1960     MONUMENTED       CGS
 GC0262  HISTORY     - 1960     GOOD             CGS
 GC0262
 GC0262                          STATION DESCRIPTION
 GC0262
 GC0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0262'THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH OF LEBANON ON PROPERTY
 GC0262'OWNED BY MILDRED COOPER.
 GC0262'
 GC0262'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO W FOR 1 BLOCK,
 GC0262'TURN LEFT, S, ON S MAPLE STREET FOR 1.35 MILES TO FORKS,
 GC0262'KEEP RIGHT, SOUTH, FOR 0.15 MILE TO FORKS, KEEP LEFT, SOUTH, FOR 0.25
 GC0262'MILE TO A WOODEN GATE ON THE LEFT, TURN LEFT, EAST FOR 0.05 MILE TO
 GC0262'THE STATION IN THE SOUTHWEST CORNER OF THE GARDEN.
 GC0262'
 GC0262'STATION MARK IS 22 FEET EAST OF THE SOUTHEAST CORNER OF A TOOL SHED,
 GC0262'9.5 FEET NORTHEAST OF A WITNESS SIGN WHICH IS WIRED TO A WIRE FENCE
 GC0262'AND 6 FEET NORTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK
 GC0262'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES BELOW THE
 GC0262'SURFACE, SET FLUSH, AND IS STAMPED FRANKLIN 1960.
 GC0262'
 GC0262'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF A WIRE FENCE CORNER POST AND
 GC0262'5 FEET SOUTH OF A T-FENCE LINE CORNER POST.  THE MARK IS A
 GC0262'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GC0262'STAMPED FRANKLIN NO 1 1960.
 GC0262'
 GC0262'REFERENCE MARK NO. 2 IS 9 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 GC0262'THE TOOL SHED.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 GC0262'CONCRETE POST, SET FLUSH, AND IS STAMPED FRANKLIN NO 2 1960.
 GC0262'
 GC0262'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF U.S. HIGHWAY 231, 12
 GC0262'FEET EAST OF A WIRE FENCE AND 2.5 FEET EAST OF A WITNESS SIGN.
 GC0262'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0262'BEDROCK, PROJECTS 1 INCH, AND IS STAMPED FRANKLIN 1960.
 GC0262'
 GC0262'TO REACH THE AZIMUTH MARK FROM THE SQUARE IN LEBANON, GO SOUTH ON
 GC0262'U.S. HIGHWAY 231 FOR 1.7 MILES TO THE MARK ON THE RIGHT.
 GC0262'
 GC0262'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GC0262
 GC0262                          STATION RECOVERY (1960)
 GC0262
 GC0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0262'3.8 MI S FROM LEBANON.
 GC0262'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES SOUTHEAST
 GC0262'ON THE TENNESSEE CENTRAL RAILWAY, THEN 2.05 MILES WEST ON
 GC0262'INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF SOUTH MAPLE STREET,
 GC0262'THEN 0.2 MILE NORTH ON SOUTH MAPLE STREET TO A WOODEN GATE ON THE
 GC0262'RIGHT, PASS THROUGH THE GATE AND GO ABOUT 0.05 MILE EAST TO THE
 GC0262'STATION IN THE SOUTHWEST CORNER OF A GARDEN.  THE STATION MARK
 GC0262'IS 22 FT. EAST OF THE SOUTHEAST CORNER OF A TOOL SHED, 9.5 FT.
 GC0262'NORTHEAST OF A WITNESS SIGN WHICH IS WIRED TO A WIRE FENCE.  THE
 GC0262'DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES
 GC0262'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0625 ***********************************************************************
 GC0625  DESIGNATION -  FRANKLIN
 GC0625  PID         -  GC0625
 GC0625  STATE/COUNTY-  TN/DAVIDSON
 GC0625  USGS QUAD   -  OAK HILL (1968)
 GC0625
 GC0625                         *CURRENT SURVEY CONTROL
 GC0625  ___________________________________________________________________
 GC0625* NAD 83(1995)-  36 06 47.39666(N)    086 46 25.62960(W)     ADJUSTED  
 GC0625* NAVD 88     -       159.291  (meters)     522.61   (feet)  ADJUSTED  
 GC0625  ___________________________________________________________________
 GC0625  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC0625  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0625  DYNAMIC HT  -         159.154 (meters)     522.16  (feet)  COMP
 GC0625  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC0625
 GC0625  HORZ ORDER  -  SECOND
 GC0625  VERT ORDER  -  SECOND    CLASS 0
 GC0625
 GC0625.The horizontal coordinates were established by classical geodetic methods
 GC0625.and adjusted by the National Geodetic Survey in April 1999..
 GC0625
 GC0625.The orthometric height was determined by differential leveling
 GC0625.and adjusted by the National Geodetic Survey in June 1991..
 GC0625
 GC0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0625
 GC0625.The geoid height was determined by GEOID03.
 GC0625
 GC0625.The dynamic height is computed by dividing the NAVD 88
 GC0625.geopotential number by the normal gravity value computed on the
 GC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0625.degrees latitude (g = 980.6199 gals.).
 GC0625
 GC0625.The modeled gravity was interpolated from observed gravity values.
 GC0625
 GC0625;                    North         East     Units Scale Factor Converg.
 GC0625;SPC TN       -   197,747.167   530,335.911   MT  0.99996023   -0 27 10.8
 GC0625;SPC TN       -   648,775.50  1,739,943.73   sFT  0.99996023   -0 27 10.8
 GC0625;UTM  16      - 3,996,523.994   520,358.978   MT  0.99960511   +0 07 60.0
 GC0625
 GC0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0625!SPC TN       -   0.99997958  x   0.99996023  =   0.99993981
 GC0625!UTM  16      -   0.99997958  x   0.99960511  =   0.99958470
 GC0625
 GC0625|---------------------------------------------------------------------|
 GC0625| PID    Reference Object                     Distance      Geod. Az  |
 GC0625|                                                           dddmmss.s |
 GC0625| GC0624 FRANKLIN RM 2                        28.132 METERS 00723     |
 GC0625| GC0627 FRANKLIN RM 1                        22.417 METERS 15437     |
 GC0625| CG5830 FRANKLIN RP A                        27.335 METERS 17405     |
 GC0625| CG5829 FRANKLIN RM 3                        26.027 METERS 18530     |
 GC0625| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 2.5 KM 3201107.5 |
 GC0625|---------------------------------------------------------------------|
 GC0625
 GC0625                          SUPERSEDED SURVEY CONTROL
 GC0625
 GC0625  NAD 83(1995)-  36 06 47.39888(N)    086 46 25.63157(W) AD(       ) 2
 GC0625  NAD 83(1995)-  36 06 47.40068(N)    086 46 25.63133(W) AD(       ) 2
 GC0625  NAD 83(1986)-  36 06 47.40675(N)    086 46 25.63268(W) AD(       ) 2
 GC0625  NAD 27      -  36 06 47.19730(N)    086 46 25.63480(W) AD(       ) 2
 GC0625  NGVD 29 (??/??/92)  159.313  (m)          522.68   (f) ADJ UNCH    2 0
 GC0625
 GC0625.Superseded values are not recommended for survey control.
 GC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0625.See file dsdata.txt to determine how the superseded data were derived.
 GC0625
 GC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2035996524(NAD 83)
 GC0625_MARKER: DS = TRIANGULATION STATION DISK
 GC0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0625_STAMPING: FRANKLIN 1959
 GC0625_MARK LOGO: CGS   
 GC0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0625+STABILITY: SURFACE MOTION
 GC0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0625+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003
 GC0625
 GC0625  HISTORY     - Date     Condition        Report By
 GC0625  HISTORY     - 1959     MONUMENTED       CGS
 GC0625  HISTORY     - 1972     GOOD             NGS
 GC0625  HISTORY     - 1972     GOOD             NGS
 GC0625  HISTORY     - 1984     GOOD             NGS
 GC0625  HISTORY     - 20030217 GOOD             INDIV
 GC0625
 GC0625                          STATION DESCRIPTION
 GC0625
 GC0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0625'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NASHVILLE ON
 GC0625'THE WEST SIDE OF FRANKLIN ROAD, JUST NORTH OF THE JUNCTION OF
 GC0625'FRANKLIN ROAD AND THOMPSON LANE AND NORTH OF THE BATTLE OF NASHVILLE
 GC0625'STATUE.
 GC0625'
 GC0625'IT IS 33 FEET SOUTHWEST OF A HISTORICAL SIGN BATTLE OF NASHVILLE, 53
 GC0625'FEET WEST OF THE CENTER OF FRANKLIN ROAD AND 97 FEET NORTH OF THE
 GC0625'CENTER OF THE BASE OF THE BATTLE OF NASHVILLE STATUE. IT IS A
 GC0625'STANDARD DISC SET IN THE TOP OF A SQUARE CONCRETE POST SET
 GC0625'FLUSH WITH THE GROUND AND THE DISC IS STAMPED FRANKLIN 1959.
 GC0625'
 GC0625'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN THE
 GC0625'TOP STEP OF THE STEPS LEADING TO THE STATUE AND THE DISC IS STAMPED
 GC0625'FRANKLIN NO. 1 1959. IT IS 30 FEET WEST OF THE CENTER OF FRANKLIN
 GC0625'ROAD AND 20.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GC0625'CONCRETE WALL AROUND THE STATUE.
 GC0625'
 GC0625'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A SQUARE
 GC0625'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE DISC IS
 GC0625'STAMPED FRANKLIN NO. 2 1959. IT IS 30 FEET WEST OF THE CENTER OF
 GC0625'FRANKLIN ROAD AND 1 FOOT WEST OF A HIGHWAY SIGN.
 GC0625'
 GC0625'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS A SUITABLE
 GC0625'LOCATION COULD NOT BE FOUND.
 GC0625'
 GC0625'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GC0625
 GC0625                          STATION RECOVERY (1972)
 GC0625
 GC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GC0625'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION.
 GC0625'HOWEVER, DUE TO CONSTRUCTION OF A RUN-AROUND ROAD TO PERMIT
 GC0625'CONSTRUCTION OF A MULTIPLE DECKED INTERCHANGE FOR INTERSTATE ROUTE
 GC0625'65, THE REFERENCE MARK NO. 2 WOULD BE DESTROYED. A NEW
 GC0625'REFERENCE MARK NO. 3 AND REFERENCE POINT A (A CHISELED CROSS IN THE
 GC0625'MARBLE STEPS OF THE BATTLE OF NASHVILLE MONUMENT) WERE
 GC0625'ESTABLISHED THIS DATE. THE STATION WAS THEN OCCUPIED AND THE
 GC0625'HORIZONTAL ANGLES OBSERVED ON ALL MARKS USING POSITIONED
 GC0625'INTERSECTION STATION NASHVILLE, WSM MICRO-WAVE PICKUP MAST 1959 AS
 GC0625'THE INITIAL. IN CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THE
 GC0625'1959 OBSERVATIONS, THE ANGLES FOR R.M. NO. 1 AND R.M. NO. 2 FELL WELL
 GC0625'WITHIN THE REQUIRED LIMITS. VERTICAL ANGLES WERE OBSERVED AND SLOPE
 GC0625'DISTANCES MEASURED TO ALL MARKS, AND WHEN REDUCED TO HORIZONTAL A
 GC0625'DISCREPANCY OF -0.16 OF A FOOT WAS NOTED FOR R.M. NO. 2 WHILE R.M.
 GC0625'NO. 1 CHECKED FLAT. RM 2 COMPLETELY DESTROYED UPON
 GC0625'COMPLETION OF WORK.
 GC0625'
 GC0625'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC0625'
 GC0625'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NASHVILLE
 GC0625'ALONG THE WEST SIDE OF FRANKLIN ROAD, JUST NORTH OF THE
 GC0625'INTERSECTION WITH THOMPSON LANE AND NORTH OF THE BATTLE OF NASHVILLE
 GC0625'MONUMENT. DUE TO THE STATIONS LOCATION, NO STATION TO-REACH IS
 GC0625'DEEMED NECESSARY.
 GC0625'
 GC0625'THE STATION IS 101 FEET EAST-NORTHEAST OF A POWERLINE POLE, 90 FEET
 GC0625'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE MARBLE BASE OF
 GC0625'THE BATTLE OF NASHVILLE MONUMENT, 74 FEET NORTH OF A 24-INCH ELM
 GC0625'TREE, 55 FEET WEST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 31
 GC0625'(FRANKLIN ROAD), 2.0 FEET WEST OF THE WEST EDGE OF THE DITCH SLOPE
 GC0625'FOR THE RUN-AROUND ROAD, AND 0.7 OF A FOOT WEST OF A METAL WITNESS
 GC0625'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GC0625'SQUARE, CONCRETE MONUMENT ABOUT 1-INCH BELOW THE SWARD, AND THE
 GC0625'DISK IS STAMPED FRANKLIN 1959.
 GC0625'
 GC0625'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE 24-INCH ELM TREE, 31.9
 GC0625'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MARBLE BASE OF THE
 GC0625'BATTLE OF NASHVILLE MONUMENT, 30 FEET WEST OF THE APPROXIMATE CENTER
 GC0625'OF U. S. HIGHWAY 31 (FRANKLIN ROAD), AND 1.7 FEET NORTH OF THE
 GC0625'SOUTH END OF THE TOP STEP LEADING FROM FRANKLIN ROAD TO THE MONUMENT.
 GC0625'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 GC0625'STEP OF THE NORTH STONE STEP LEADING TO THE MONUMENT AND
 GC0625'THE DISK IS STAMPED FRANKLIN 1959 NO. 3  1972.
 GC0625'
 GC0625'REFERENCE MARK NO. 3 IS 72 FEET WEST OF THE APPROXIMATE CENTER OF U.
 GC0625'S. HIGHWAY 31 (FRANKLIN ROAD), 20 FEET EAST- EAST-SOUTHEAST OF
 GC0625'THE 24-INCH ELM TREE, AND 7.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC0625'OF THE MARBLE BASE OF THE MONUMENT. IT IS A STANDARD DISK
 GC0625'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE MARBLE BASE
 GC0625'OF THE MARBLE BASE OF THE MONUMENT AND THE DISK IS STAMPED
 GC0625'FRANKLIN 1959 NO. 3 1972.
 GC0625'
 GC0625'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC0625'REFERENCE MARK NO. 3 IS 43.83 FEET- 13.358 METERS.
 GC0625'
 GC0625'REFERENCE POINT A IS A CHISELED CROSS IN THE NORTHEAST CORNER OF THE
 GC0625'MARBLE STEPS OF THE BATTLE OF NASHVILLE MONUMENT.
 GC0625'
 GC0625'AS ALL MARKS AT THIS STATION WERE BENCH MARKS, AN ELEVATION WAS
 GC0625'TRANSFERRED FROM BENCH MARK FRANKLIN R.M. 2 1959 TO REFERENCE
 GC0625'MARK NO. 3 ESTABLISHED THIS DATE.
 GC0625
 GC0625                          STATION RECOVERY (1972)
 GC0625
 GC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GC0625'AT NASHVILLE.
 GC0625'IT IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NASHVILLE ALONG
 GC0625'THE WEST SIDE OF FRANKLIN ROAD, JUST NORTH OF THE INTERSECTION
 GC0625'OF THOMPSON LANE AND NORTH OF THE BATTLE OF NASHVILLE MONUMENT,
 GC0625'AND AT THE FRANKLIN 1959 TRIANGULATION STATION SITE.  IT IS 101 FEET
 GC0625'EAST-NORTHEAST OF A POWERLINE POLE, 90 FEET NORTH-NORTHWEST OF THE
 GC0625'NORTHEAST CORNER OF THE MARBLE BASE OF THE MONUMENT, 85.39 FEET
 GC0625'NORTH OF FRANKLIN R.M. 3, 74 FEET NORTH OF A 24-INCH ELM TREE,
 GC0625'73.55 FEET WEST-NORTHWEST OF FRANKLIN R.M. 1, 55 FEET WEST OF THE
 GC0625'APPROXIMATE CENTER OF U.S. HIGHWAY 31 (FRANKLIN ROAD), 2.0 FEET WEST
 GC0625'OF THE WEST EDGE OF A DITCH SLOPE, AND 0.7 OF A FOOT WEST OF A
 GC0625'METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION STATION
 GC0625'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT
 GC0625'1-INCH BELOW THE SWARD, AND THE DISK IS STAMPED FRANKLIN 1959.
 GC0625
 GC0625                          STATION RECOVERY (1984)
 GC0625
 GC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0625'RECOVERED IN GOOD CONDITION.  NOTE, STATION IS 2.7 METERS (9.0 FT)
 GC0625'EAST-NORTHEAST OF AN OPENING IN A WIRE SECURITY FENCE.  NOT LEVELED TO
 GC0625'THIS SURVEY.
 GC0625
 GC0625                          STATION RECOVERY (2003)
 GC0625
 GC0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SWC)
 GC0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0323 ***********************************************************************
 GC0323  DESIGNATION -  FRANKLIN
 GC0323  PID         -  GC0323
 GC0323  STATE/COUNTY-  TN/SUMNER
 GC0323  USGS QUAD   -  BETHPAGE (1994)
 GC0323
 GC0323                         *CURRENT SURVEY CONTROL
 GC0323  ___________________________________________________________________
 GC0323* NAD 83(1986)-  36 28 09.     (N)    086 19 56.     (W)     SCALED    
 GC0323* NAVD 88     -       193.288  (meters)     634.15   (feet)  ADJUSTED  
 GC0323  ___________________________________________________________________
 GC0323  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0323  DYNAMIC HT  -         193.133 (meters)     633.64  (feet)  COMP
 GC0323  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC0323
 GC0323  VERT ORDER  -  SECOND    CLASS 0
 GC0323
 GC0323.The horizontal coordinates were scaled from a topographic map and have
 GC0323.an estimated accuracy of +/- 6 seconds.
 GC0323
 GC0323.The orthometric height was determined by differential leveling
 GC0323.and adjusted by the National Geodetic Survey in June 1991..
 GC0323
 GC0323.The geoid height was determined by GEOID03.
 GC0323
 GC0323.The dynamic height is computed by dividing the NAVD 88
 GC0323.geopotential number by the normal gravity value computed on the
 GC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0323.degrees latitude (g = 980.6199 gals.).
 GC0323
 GC0323.The modeled gravity was interpolated from observed gravity values.
 GC0323
 GC0323;                    North         East    Units  Estimated Accuracy
 GC0323;SPC TN       -   237,030.      570,220.      MT  (+/- 180 meters Scaled)
 GC0323
 GC0323                          SUPERSEDED SURVEY CONTROL
 GC0323
 GC0323  NGVD 29 (??/??/92)  193.373  (m)          634.42   (f) ADJ UNCH    2 0
 GC0323
 GC0323.Superseded values are not recommended for survey control.
 GC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0323.See file dsdata.txt to determine how the superseded data were derived.
 GC0323
 GC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF598361(NAD 83)
 GC0323_MARKER: DD = SURVEY DISK
 GC0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0323_STAMPING: FRANKLIN 1961
 GC0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0323+STABILITY: SURFACE MOTION
 GC0323
 GC0323  HISTORY     - Date     Condition        Report By
 GC0323  HISTORY     - 1961     MONUMENTED       TNHD
 GC0323
 GC0323                          STATION DESCRIPTION
 GC0323
 GC0323'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0323'1.6 MI SW FROM BETHPAGE.
 GC0323'FROM THE POST OFFICE IN BETHPAGE, GO SOUTHWEST ON STATE HIGHWAY
 GC0323'6 FOR 1.6 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT, EAST, ON
 GC0323'THIS DRIVEWAY AND GO 0.05 MILE TO THE STATION ON THE LEFT.  THE
 GC0323'STATION MARK IS 152 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 GC0323'FRANKLINS HOUSE AND 18 FEET WEST OF A WITNESS POST.  THE DISK IS
 GC0323'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0323'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2171 ***********************************************************************
 GC2171  DESIGNATION -  FRANKLIN
 GC2171  PID         -  GC2171
 GC2171  STATE/COUNTY-  TN/SUMNER
 GC2171  USGS QUAD   -  BETHPAGE (1994)
 GC2171
 GC2171                         *CURRENT SURVEY CONTROL
 GC2171  ___________________________________________________________________
 GC2171* NAD 83(1995)-  36 28 09.04887(N)    086 19 55.24081(W)     ADJUSTED  
 GC2171* NAVD 88     -       193.1    (meters)     634.     (feet)  VERTCON   
 GC2171  ___________________________________________________________________
 GC2171  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC2171  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2171
 GC2171  HORZ ORDER  -  SECOND
 GC2171
 GC2171.The horizontal coordinates were established by classical geodetic methods
 GC2171.and adjusted by the National Geodetic Survey in April 1999..
 GC2171
 GC2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2171
 GC2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2171
 GC2171.The geoid height was determined by GEOID03.
 GC2171
 GC2171;                    North         East     Units Scale Factor Converg.
 GC2171;SPC TN       -   237,026.461   570,242.723   MT  1.00000974   -0 11 39.7
 GC2171;SPC TN       -   777,644.31  1,870,871.33   sFT  1.00000974   -0 11 39.7
 GC2171;UTM  16      - 4,036,196.808   559,846.002   MT  0.99964413   +0 23 49.4
 GC2171
 GC2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2171!SPC TN       -   0.99997431  x   1.00000974  =   0.99998405
 GC2171!UTM  16      -   0.99997431  x   0.99964413  =   0.99961844
 GC2171
 GC2171|---------------------------------------------------------------------|
 GC2171| PID    Reference Object                     Distance      Geod. Az  |
 GC2171|                                                           dddmmss.s |
 GC2171| GC0324 FRANKLIN RM 1                        31.344 METERS 06525     |
 GC2171| GC0322 FRANKLIN RM 2                        24.096 METERS 20013     |
 GC2171| CG5832 FRANKLIN AZ MK                                     2412646.3 |
 GC2171|---------------------------------------------------------------------|
 GC2171
 GC2171                          SUPERSEDED SURVEY CONTROL
 GC2171
 GC2171  NAD 83(1995)-  36 28 09.04978(N)    086 19 55.24179(W) AD(       ) 2
 GC2171  NAD 83(1995)-  36 28 09.05678(N)    086 19 55.24465(W) AD(       ) 2
 GC2171  NAD 83(1986)-  36 28 09.05874(N)    086 19 55.24449(W) AD(       ) 2
 GC2171  NAD 27      -  36 28 08.90220(N)    086 19 55.27720(W) AD(       ) 2
 GC2171  NGVD 29 (07/19/86)  193.2    (m)          634.     (f) VERT ANG       
 GC2171
 GC2171.Superseded values are not recommended for survey control.
 GC2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2171.See file dsdata.txt to determine how the superseded data were derived.
 GC2171
 GC2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5984636197(NAD 83)
 GC2171_MARKER: DD = SURVEY DISK
 GC2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2171
 GC2171  HISTORY     - Date     Condition        Report By
 GC2171  HISTORY     - 1961     MONUMENTED       TNHD
 GC2171
 GC2171                          STATION DESCRIPTION
 GC2171
 GC2171'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2171'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF BETHPAGE.
 GC2171'
 GC2171'TO REACH THE STATION FROM THE POST OFFICE IN BETHPAGE, GO SOUTHWEST
 GC2171'ON STATE ROUTE 6 FOR 1.6 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT,
 GC2171'EAST, ON THIS DRIVEWAY AND GO 0.05 MILE TO THE STATION ON THE LEFT AS
 GC2171'DESCRIBED.
 GC2171'
 GC2171'THE STATION IS 152 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 GC2171'FRANKLINS HOUSE AND 1.8 FEET WEST OF A WITNESS POST.  SURFACE AND
 GC2171'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC2171'STAMPED FRANKLIN 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC2171'BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC2171'FLUSH, CONCRETE MONUMENT.
 GC2171'
 GC2171'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A LONE, 24-INCH HACKBERRY
 GC2171'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2171'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC2171'IS STAMPED FRANKLIN RM-1 1961.
 GC2171'
 GC2171'REFERENCE MARK NO. 2 IS 127 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2171'MR. FRANKLINS HOUSE AND 2 FEET NORTHEAST OF A 42-INCH ELM TREE.
 GC2171'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2171'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 GC2171'FRANKLIN RM-2 1961.
 GC2171'
 GC2171'THE AZIMUTH MARK IS 186 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GC2171'ROUTE 6, 39 FEET EAST OF A FENCE CORNER POST, 7 FEET SOUTH OF THE
 GC2171'APPROXIMATE CENTER OF A DRIVEWAY, 1.5 FEET EAST OF A WITNESS POST,
 GC2171'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC2171'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2171'MONUMENT, AND THE DISK IS STAMPED FRANKLIN AZI 1961.
 GC2171'
 GC2171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 GC2171'ROUTE 6 FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 GC2171'WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 GC2171'DESCRIBED.
 GC2171'
 GC2171'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0264 ***********************************************************************
 GC0264  DESIGNATION -  FRANKLIN AZ MK
 GC0264  PID         -  GC0264
 GC0264  STATE/COUNTY-  TN/WILSON
 GC0264  USGS QUAD   -  LEBANON (1983)
 GC0264
 GC0264                         *CURRENT SURVEY CONTROL
 GC0264  ___________________________________________________________________
 GC0264* NAD 83(1986)-  36 11 06.     (N)    086 18 00.     (W)     SCALED    
 GC0264* NAVD 88     -       173.162  (meters)     568.12   (feet)  ADJUSTED  
 GC0264  ___________________________________________________________________
 GC0264  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0264  DYNAMIC HT  -         173.018 (meters)     567.64  (feet)  COMP
 GC0264  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GC0264
 GC0264  VERT ORDER  -  SECOND    CLASS 0
 GC0264
 GC0264.The horizontal coordinates were scaled from a topographic map and have
 GC0264.an estimated accuracy of +/- 6 seconds.
 GC0264
 GC0264.The orthometric height was determined by differential leveling
 GC0264.and adjusted by the National Geodetic Survey in June 1991..
 GC0264
 GC0264.The geoid height was determined by GEOID03.
 GC0264
 GC0264.The dynamic height is computed by dividing the NAVD 88
 GC0264.geopotential number by the normal gravity value computed on the
 GC0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0264.degrees latitude (g = 980.6199 gals.).
 GC0264
 GC0264.The modeled gravity was interpolated from observed gravity values.
 GC0264
 GC0264;                    North         East    Units  Estimated Accuracy
 GC0264;SPC TN       -   205,480.      573,020.      MT  (+/- 180 meters Scaled)
 GC0264
 GC0264                          SUPERSEDED SURVEY CONTROL
 GC0264
 GC0264  NGVD 29 (??/??/92)  173.16   (m)          568.1    (f) COMPUTED    2 0
 GC0264
 GC0264.Superseded values are not recommended for survey control.
 GC0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0264.See file dsdata.txt to determine how the superseded data were derived.
 GC0264
 GC0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF629046(NAD 83)
 GC0264_MARKER: DZ = AZIMUTH MARK DISK
 GC0264_SETTING: 66 = SET IN ROCK OUTCROP
 GC0264_SP_SET: BEDROCK
 GC0264_STAMPING: FRANKLIN 1960
 GC0264_MARK LOGO: CGS   
 GC0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0264+STABILITY: POSITION/ELEVATION WELL
 GC0264
 GC0264  HISTORY     - Date     Condition        Report By
 GC0264  HISTORY     - 1960     MONUMENTED       CGS
 GC0264
 GC0264                          STATION DESCRIPTION
 GC0264
 GC0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0264'3.4 MI S FROM LEBANON.
 GC0264'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0264'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 1.65 MILES WEST ON
 GC0264'INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF STATE HIGHWAY 231.
 GC0264'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTH OF THE CENTER OF THE
 GC0264'PROPOSED INTERSTATE HIGHWAY 40, 36 FT. WEST OF THE CENTER OF
 GC0264'STATE HIGHWAY 231, 12 FT. EAST OF A WIRE FENCE, AND 2.5 FT.
 GC0264'EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE
 GC0264'IN OUTCROPPING BED ROCK AND IS ABOUT 2 FT. BELOW THE LEVEL OF
 GC0264'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0325 ***********************************************************************
 GC0325  DESIGNATION -  FRANKLIN AZ MK
 GC0325  PID         -  GC0325
 GC0325  STATE/COUNTY-  TN/SUMNER
 GC0325  USGS QUAD   -  BETHPAGE (1994)
 GC0325
 GC0325                         *CURRENT SURVEY CONTROL
 GC0325  ___________________________________________________________________
 GC0325* NAD 83(1986)-  36 28 08.     (N)    086 20 01.     (W)     SCALED    
 GC0325* NAVD 88     -       192.275  (meters)     630.82   (feet)  ADJUSTED  
 GC0325  ___________________________________________________________________
 GC0325  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0325  DYNAMIC HT  -         192.121 (meters)     630.32  (feet)  COMP
 GC0325  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GC0325
 GC0325  VERT ORDER  -  SECOND    CLASS 0
 GC0325
 GC0325.The horizontal coordinates were scaled from a topographic map and have
 GC0325.an estimated accuracy of +/- 6 seconds.
 GC0325
 GC0325.The orthometric height was determined by differential leveling
 GC0325.and adjusted by the National Geodetic Survey in June 1991..
 GC0325
 GC0325.The geoid height was determined by GEOID03.
 GC0325
 GC0325.The dynamic height is computed by dividing the NAVD 88
 GC0325.geopotential number by the normal gravity value computed on the
 GC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0325.degrees latitude (g = 980.6199 gals.).
 GC0325
 GC0325.The modeled gravity was interpolated from observed gravity values.
 GC0325
 GC0325;                    North         East    Units  Estimated Accuracy
 GC0325;SPC TN       -   237,000.      570,100.      MT  (+/- 180 meters Scaled)
 GC0325
 GC0325                          SUPERSEDED SURVEY CONTROL
 GC0325
 GC0325  NGVD 29 (??/??/92)  192.359  (m)          631.10   (f) ADJ UNCH    2 0
 GC0325
 GC0325.Superseded values are not recommended for survey control.
 GC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0325.See file dsdata.txt to determine how the superseded data were derived.
 GC0325
 GC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF597361(NAD 83)
 GC0325_MARKER: DD = SURVEY DISK
 GC0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0325_STAMPING: FRANKLIN AZI 1961
 GC0325_MARK LOGO: TNHD  
 GC0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0325+STABILITY: SURFACE MOTION
 GC0325
 GC0325  HISTORY     - Date     Condition        Report By
 GC0325  HISTORY     - 1961     MONUMENTED       TNHD
 GC0325
 GC0325                          STATION DESCRIPTION
 GC0325
 GC0325'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0325'1.8 MI SW FROM BETHPAGE.
 GC0325'FROM THE POST OFFICE IN BETHPAGE, GO 1.7 MILES SOUTHWEST ON STATE
 GC0325'ROUTE 6 TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO WEST ON THE
 GC0325'DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH
 GC0325'MARK IS 186 FEET WEST OF THE CENTER OF STATE ROUTE 6, 39 FEET
 GC0325'EAST OF A FENCE CORNER POST, 7 FEET SOUTH OF THE CENTER OF A
 GC0325'DRIVEWAY, 1.5 FEET EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF
 GC0325'A FENCE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0325'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1488 ***********************************************************************
 FD1488  DESIGNATION -  FRANKLIN MAGIC CHEF WATER TANK
 FD1488  PID         -  FD1488
 FD1488  STATE/COUNTY-  TN/WILLIAMSON
 FD1488  USGS QUAD   -  FRANKLIN (1981)
 FD1488
 FD1488                         *CURRENT SURVEY CONTROL
 FD1488  ___________________________________________________________________
 FD1488* NAD 83(1995)-  35 55 56.79974(N)    086 51 40.24830(W)     ADJUSTED  
 FD1488* NAVD 88     -                                                        
 FD1488  ___________________________________________________________________
 FD1488  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FD1488  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD1488
 FD1488  HORZ ORDER  -  THIRD
 FD1488
 FD1488.The horizontal coordinates were established by classical geodetic methods
 FD1488.and adjusted by the National Geodetic Survey in April 1999..
 FD1488
 FD1488
 FD1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1488
 FD1488.The geoid height was determined by GEOID03.
 FD1488
 FD1488;                    North         East     Units Scale Factor Converg.
 FD1488;SPC TN       -   177,761.844   522,291.557   MT  0.99994987   -0 30 15.0
 FD1488;SPC TN       -   583,206.98  1,713,551.55   sFT  0.99994987   -0 30 15.0
 FD1488;UTM  16      - 3,976,464.491   512,522.175   MT  0.99960193   +0 04 53.3
 FD1488
 FD1488                          SUPERSEDED SURVEY CONTROL
 FD1488
 FD1488  NAD 83(1995)-  35 55 56.80247(N)    086 51 40.24984(W) AD(       ) 4
 FD1488  NAD 83(1986)-  35 55 56.81077(N)    086 51 40.25111(W) AD(       ) 4
 FD1488  NAD 27      -  35 55 56.58200(N)    086 51 40.24400(W) AD(       ) 3
 FD1488
 FD1488.Superseded values are not recommended for survey control.
 FD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1488.See file dsdata.txt to determine how the superseded data were derived.
 FD1488
 FD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1252276464(NAD 83)
 FD1488_MARKER: 53 = ELEVATED TANK
 FD1488
 FD1488  HISTORY     - Date     Condition        Report By
 FD1488  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1488
 FD1488                          STATION DESCRIPTION
 FD1488
 FD1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1488'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH-NORTHEAST OF FRANKLIN AND
 FD1488'ABOUT 100 YARDS EAST OF
 FD1488'U S HIGHWAY NO 31.  IT IA A 4-LEGGED STEEL
 FD1488'STRUCTURE, COLORED SILVER AND THE
 FD1488'OVER-ALL HEIGHT IS ABOUT 120 FEET.
 FD1488'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 FD1488'
 FD1488'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO
 FD1488'NORTH-NORTHEAST ON U S
 FD1488'HIGHWAY NO 31 FOR 0.9 MILE TO THE STATION ON THE RIGHT AS
 FD1488'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1489 ***********************************************************************
 FD1489  DESIGNATION -  FRANKLIN MUNICIPAL TANK
 FD1489  PID         -  FD1489
 FD1489  STATE/COUNTY-  TN/WILLIAMSON
 FD1489  USGS QUAD   -  FRANKLIN (1981)
 FD1489
 FD1489                         *CURRENT SURVEY CONTROL
 FD1489  ___________________________________________________________________
 FD1489* NAD 83(1995)-  35 55 27.75014(N)    086 52 08.94803(W)     ADJUSTED  
 FD1489* NAVD 88     -                                                        
 FD1489  ___________________________________________________________________
 FD1489  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FD1489  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1489
 FD1489  HORZ ORDER  -  THIRD
 FD1489
 FD1489.The horizontal coordinates were established by classical geodetic methods
 FD1489.and adjusted by the National Geodetic Survey in April 1999..
 FD1489
 FD1489
 FD1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1489
 FD1489.The geoid height was determined by GEOID03.
 FD1489
 FD1489;                    North         East     Units Scale Factor Converg.
 FD1489;SPC TN       -   176,872.929   521,564.259   MT  0.99994964   -0 30 31.8
 FD1489;SPC TN       -   580,290.60  1,711,165.41   sFT  0.99994964   -0 30 31.8
 FD1489;UTM  16      - 3,975,568.501   511,804.251   MT  0.99960172   +0 04 36.4
 FD1489
 FD1489                          SUPERSEDED SURVEY CONTROL
 FD1489
 FD1489  NAD 83(1995)-  35 55 27.75281(N)    086 52 08.94968(W) AD(       ) 4
 FD1489  NAD 83(1986)-  35 55 27.76116(N)    086 52 08.95089(W) AD(       ) 4
 FD1489  NAD 27      -  35 55 27.53100(N)    086 52 08.94400(W) AD(       ) 3
 FD1489
 FD1489.Superseded values are not recommended for survey control.
 FD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1489.See file dsdata.txt to determine how the superseded data were derived.
 FD1489
 FD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1180475569(NAD 83)
 FD1489_MARKER: 53 = ELEVATED TANK
 FD1489
 FD1489  HISTORY     - Date     Condition        Report By
 FD1489  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1489
 FD1489                          STATION DESCRIPTION
 FD1489
 FD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1489'THE STATION IS LOCATED 70 FEET SOUTH OF THE SOUTH SIDE OF THE
 FD1489'WILLIAMSON COUNTY COURTHOUSE
 FD1489'IN FRANKLIN.  IT IS A 4-LEGGED STEEL STRUCTURE, COLORED
 FD1489'SILVER AND THE OVER-ALL
 FD1489'HEIGHT IS ABOUT 120 FEET.  THE TOP AND CENTER
 FD1489'WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1490 ***********************************************************************
 FD1490  DESIGNATION -  FRANKLIN RADIO STA WAGG MAST
 FD1490  PID         -  FD1490
 FD1490  STATE/COUNTY-  TN/WILLIAMSON
 FD1490  USGS QUAD   -  FRANKLIN (1981)
 FD1490
 FD1490                         *CURRENT SURVEY CONTROL
 FD1490  ___________________________________________________________________
 FD1490* NAD 83(1995)-  35 57 24.67900(N)    086 50 02.14370(W)     ADJUSTED  
 FD1490* NAVD 88     -                                                        
 FD1490  ___________________________________________________________________
 FD1490  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1490  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD1490
 FD1490  HORZ ORDER  -  THIRD
 FD1490
 FD1490.The horizontal coordinates were established by classical geodetic methods
 FD1490.and adjusted by the National Geodetic Survey in April 1999..
 FD1490
 FD1490
 FD1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1490
 FD1490.The geoid height was determined by GEOID03.
 FD1490
 FD1490;                    North         East     Units Scale Factor Converg.
 FD1490;SPC TN       -   180,448.900   524,773.589   MT  0.99995069   -0 29 17.6
 FD1490;SPC TN       -   592,022.77  1,721,694.68   sFT  0.99995069   -0 29 17.6
 FD1490;UTM  16      - 3,979,175.834   514,975.757   MT  0.99960276   +0 05 51.0
 FD1490
 FD1490                          SUPERSEDED SURVEY CONTROL
 FD1490
 FD1490  NAD 83(1995)-  35 57 24.68181(N)    086 50 02.14494(W) AD(       ) 4
 FD1490  NAD 83(1986)-  35 57 24.68985(N)    086 50 02.14634(W) AD(       ) 4
 FD1490  NAD 27      -  35 57 24.46400(N)    086 50 02.14000(W) AD(       ) 3
 FD1490
 FD1490.Superseded values are not recommended for survey control.
 FD1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1490.See file dsdata.txt to determine how the superseded data were derived.
 FD1490
 FD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1497679176(NAD 83)
 FD1490_MARKER: 42 = RADIO/TV MAST
 FD1490
 FD1490  HISTORY     - Date     Condition        Report By
 FD1490  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1490
 FD1490                          STATION DESCRIPTION
 FD1490
 FD1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1490'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF FRANKLIN. IT IS A
 FD1490'4-LEGGED STEEL STRUCTURE,
 FD1490'COLORED RED AND WHITE AND THE OVER-ALL HEIGHT IS
 FD1490'ABOUT 240 FEET.  THE RED LIGHT ON
 FD1490'TOP WAS THE POINT INTERSECTED.
 FD1490'
 FD1490'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO NORTH ON U
 FD1490'S HIGHWAY NO 31 FOR 3.1
 FD1490'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, EAST,
 FD1490'AND GO 0.6 MILE TO THE STATION
 FD1490'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0263 ***********************************************************************
 GC0263  DESIGNATION -  FRANKLIN RM 1
 GC0263  PID         -  GC0263
 GC0263  STATE/COUNTY-  TN/WILSON
 GC0263  USGS QUAD   -  LEBANON (1983)
 GC0263
 GC0263                         *CURRENT SURVEY CONTROL
 GC0263  ___________________________________________________________________
 GC0263* NAD 83(1986)-  36 11 07.     (N)    086 18 13.     (W)     SCALED    
 GC0263* NAVD 88     -       178.274  (meters)     584.89   (feet)  ADJUSTED  
 GC0263  ___________________________________________________________________
 GC0263  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0263  DYNAMIC HT  -         178.126 (meters)     584.40  (feet)  COMP
 GC0263  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC0263
 GC0263  VERT ORDER  -  SECOND    CLASS 0
 GC0263
 GC0263.The horizontal coordinates were scaled from a topographic map and have
 GC0263.an estimated accuracy of +/- 6 seconds.
 GC0263
 GC0263.The orthometric height was determined by differential leveling
 GC0263.and adjusted by the National Geodetic Survey in June 1991..
 GC0263
 GC0263.The geoid height was determined by GEOID03.
 GC0263
 GC0263.The dynamic height is computed by dividing the NAVD 88
 GC0263.geopotential number by the normal gravity value computed on the
 GC0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0263.degrees latitude (g = 980.6199 gals.).
 GC0263
 GC0263.The modeled gravity was interpolated from observed gravity values.
 GC0263
 GC0263;                    North         East    Units  Estimated Accuracy
 GC0263;SPC TN       -   205,520.      572,690.      MT  (+/- 180 meters Scaled)
 GC0263
 GC0263                          SUPERSEDED SURVEY CONTROL
 GC0263
 GC0263  NGVD 29 (??/??/92)  178.336  (m)          585.09   (f) ADJ UNCH    2 0
 GC0263
 GC0263.Superseded values are not recommended for survey control.
 GC0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0263.See file dsdata.txt to determine how the superseded data were derived.
 GC0263
 GC0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626047(NAD 83)
 GC0263_MARKER: DR = REFERENCE MARK DISK
 GC0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0263_STAMPING: FRANKLIN NO 1 1960
 GC0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0263+STABILITY: SURFACE MOTION
 GC0263
 GC0263  HISTORY     - Date     Condition        Report By
 GC0263  HISTORY     - 1960     MONUMENTED       CGS
 GC0263
 GC0263                          STATION DESCRIPTION
 GC0263
 GC0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0263'3.8 MI S FROM LEBANON.
 GC0263'THIS MARK IS LOCATED AT THE FRANKLIN 1960 STATION SITE, 112.7
 GC0263'FT. EAST OF THE STATION MARK, 21 FT. NORTH OF A WIRE FENCE CORNER,
 GC0263'AND 5 FT. SOUTH OF A T-FENCE LINE CORNER POST.  THE DISK IS SET
 GC0263'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 GC0263'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0627 ***********************************************************************
 GC0627  DESIGNATION -  FRANKLIN RM 1
 GC0627  PID         -  GC0627
 GC0627  STATE/COUNTY-  TN/DAVIDSON
 GC0627  USGS QUAD   -  OAK HILL (1968)
 GC0627
 GC0627                         *CURRENT SURVEY CONTROL
 GC0627  ___________________________________________________________________
 GC0627* NAD 83(1986)-  36 06 47.     (N)    086 46 26.     (W)     SCALED    
 GC0627* NAVD 88     -       160.319  (meters)     525.98   (feet)  ADJUSTED  
 GC0627  ___________________________________________________________________
 GC0627  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0627  DYNAMIC HT  -         160.181 (meters)     525.53  (feet)  COMP
 GC0627  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC0627
 GC0627  VERT ORDER  -  SECOND    CLASS 0
 GC0627
 GC0627.The horizontal coordinates were scaled from a topographic map and have
 GC0627.an estimated accuracy of +/- 6 seconds.
 GC0627
 GC0627.The orthometric height was determined by differential leveling
 GC0627.and adjusted by the National Geodetic Survey in June 1991..
 GC0627
 GC0627.The geoid height was determined by GEOID03.
 GC0627
 GC0627.The dynamic height is computed by dividing the NAVD 88
 GC0627.geopotential number by the normal gravity value computed on the
 GC0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0627.degrees latitude (g = 980.6199 gals.).
 GC0627
 GC0627.The modeled gravity was interpolated from observed gravity values.
 GC0627
 GC0627;                    North         East    Units  Estimated Accuracy
 GC0627;SPC TN       -   197,740.      530,330.      MT  (+/- 180 meters Scaled)
 GC0627
 GC0627                          SUPERSEDED SURVEY CONTROL
 GC0627
 GC0627  NGVD 29 (??/??/92)  160.341  (m)          526.05   (f) ADJ UNCH    2 0
 GC0627
 GC0627.Superseded values are not recommended for survey control.
 GC0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0627.See file dsdata.txt to determine how the superseded data were derived.
 GC0627
 GC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203965(NAD 83)
 GC0627_MARKER: DR = REFERENCE MARK DISK
 GC0627_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0627+WITH SETTING: PAVEMENT
 GC0627_STAMPING: FRANKLIN NO 1 1959
 GC0627_MARK LOGO: CGS   
 GC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0627+STABILITY: SURFACE MOTION
 GC0627
 GC0627  HISTORY     - Date     Condition        Report By
 GC0627  HISTORY     - 1959     MONUMENTED       CGS
 GC0627  HISTORY     - 1972     GOOD             NGS
 GC0627  HISTORY     - 1984     GOOD             NGS
 GC0627
 GC0627                          STATION DESCRIPTION
 GC0627
 GC0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0627'AT NASHVILLE.
 GC0627'THE MARK IS LOCATED AT THE FRANKLIN 1959 TRIANGULATION STATION SITE,
 GC0627'73.55 FEET EAST-SOUTHEAST OF FRANKLIN 1959, 56 FEET EAST OF A 24-INCH
 GC0627'ELM TREE, 43.83 FEET EAST-NORTHEAST OF FRANKLIN R.M. 3, 31.9 FEET
 GC0627'NORTHEAST OF THE NORTHEAST CORNER OF THE MARBLE BASE OF THE BATTLE
 GC0627'OF NASHVILLE MONUMENT, 30 FEET WEST OF THE APPROXIMATE CENTER OF
 GC0627'U.S. HIGHWAY 31 (FRANKLIN ROAD), AND 1.7 FEET NORTH OF THE SOUTH
 GC0627'END OF THE TOP STEP LEADING FROM FRANKLIN ROAD TO THE MONUMENT.
 GC0627'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 GC0627'THE TOP STEP OF THE NORTH STONE STEPS LEADING TO THE MONUMENT
 GC0627'AND THE DISK IS STAMPED FRANKLIN NO 1 1959.
 GC0627
 GC0627                          STATION RECOVERY (1984)
 GC0627
 GC0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0627'RECOVERED IN GOOD CONDITION.  NOTE, 2.7 METERS (9.0 FT) WEST OF A WIRE
 GC0627'SECURITY FENCE.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0324 ***********************************************************************
 GC0324  DESIGNATION -  FRANKLIN RM 1
 GC0324  PID         -  GC0324
 GC0324  STATE/COUNTY-  TN/SUMNER
 GC0324  USGS QUAD   -  BETHPAGE (1994)
 GC0324
 GC0324                         *CURRENT SURVEY CONTROL
 GC0324  ___________________________________________________________________
 GC0324* NAD 83(1986)-  36 28 09.     (N)    086 19 56.     (W)     SCALED    
 GC0324* NAVD 88     -       192.785  (meters)     632.50   (feet)  ADJUSTED  
 GC0324  ___________________________________________________________________
 GC0324  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0324  DYNAMIC HT  -         192.631 (meters)     631.99  (feet)  COMP
 GC0324  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC0324
 GC0324  VERT ORDER  -  SECOND    CLASS 0
 GC0324
 GC0324.The horizontal coordinates were scaled from a topographic map and have
 GC0324.an estimated accuracy of +/- 6 seconds.
 GC0324
 GC0324.The orthometric height was determined by differential leveling
 GC0324.and adjusted by the National Geodetic Survey in June 1991..
 GC0324
 GC0324.The geoid height was determined by GEOID03.
 GC0324
 GC0324.The dynamic height is computed by dividing the NAVD 88
 GC0324.geopotential number by the normal gravity value computed on the
 GC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0324.degrees latitude (g = 980.6199 gals.).
 GC0324
 GC0324.The modeled gravity was interpolated from observed gravity values.
 GC0324
 GC0324;                    North         East    Units  Estimated Accuracy
 GC0324;SPC TN       -   237,030.      570,220.      MT  (+/- 180 meters Scaled)
 GC0324
 GC0324                          SUPERSEDED SURVEY CONTROL
 GC0324
 GC0324  NGVD 29 (??/??/92)  192.869  (m)          632.77   (f) ADJ UNCH    2 0
 GC0324
 GC0324.Superseded values are not recommended for survey control.
 GC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0324.See file dsdata.txt to determine how the superseded data were derived.
 GC0324
 GC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF598361(NAD 83)
 GC0324_MARKER: DD = SURVEY DISK
 GC0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0324_STAMPING: FRANKLIN RM-1 1961
 GC0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0324+STABILITY: SURFACE MOTION
 GC0324
 GC0324  HISTORY     - Date     Condition        Report By
 GC0324  HISTORY     - 1961     MONUMENTED       TNHD
 GC0324
 GC0324                          STATION DESCRIPTION
 GC0324
 GC0324'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0324'1.6 MI SW FROM BETHPAGE.
 GC0324'THIS MARK IS LOCATED AT THE FRANKLIN 1961 STATION SITE, 103 FEET
 GC0324'NORTHEAST OF THE STATION MARK, AND 1 FEET WEST OF A LONE 24-INCH
 GC0324'HACKBERRY TREE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0324'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0261 ***********************************************************************
 GC0261  DESIGNATION -  FRANKLIN RM 2
 GC0261  PID         -  GC0261
 GC0261  STATE/COUNTY-  TN/WILSON
 GC0261  USGS QUAD   -  LEBANON (1983)
 GC0261
 GC0261                         *CURRENT SURVEY CONTROL
 GC0261  ___________________________________________________________________
 GC0261* NAD 83(1986)-  36 11 07.     (N)    086 18 13.     (W)     SCALED    
 GC0261* NAVD 88     -       179.065  (meters)     587.48   (feet)  ADJUSTED  
 GC0261  ___________________________________________________________________
 GC0261  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0261  DYNAMIC HT  -         178.916 (meters)     586.99  (feet)  COMP
 GC0261  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC0261
 GC0261  VERT ORDER  -  SECOND    CLASS 0
 GC0261
 GC0261.The horizontal coordinates were scaled from a topographic map and have
 GC0261.an estimated accuracy of +/- 6 seconds.
 GC0261
 GC0261.The orthometric height was determined by differential leveling
 GC0261.and adjusted by the National Geodetic Survey in June 1991..
 GC0261
 GC0261.The geoid height was determined by GEOID03.
 GC0261
 GC0261.The dynamic height is computed by dividing the NAVD 88
 GC0261.geopotential number by the normal gravity value computed on the
 GC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0261.degrees latitude (g = 980.6199 gals.).
 GC0261
 GC0261.The modeled gravity was interpolated from observed gravity values.
 GC0261
 GC0261;                    North         East    Units  Estimated Accuracy
 GC0261;SPC TN       -   205,520.      572,690.      MT  (+/- 180 meters Scaled)
 GC0261
 GC0261                          SUPERSEDED SURVEY CONTROL
 GC0261
 GC0261  NGVD 29 (??/??/92)  179.126  (m)          587.68   (f) ADJ UNCH    2 0
 GC0261
 GC0261.Superseded values are not recommended for survey control.
 GC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0261.See file dsdata.txt to determine how the superseded data were derived.
 GC0261
 GC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626047(NAD 83)
 GC0261_MARKER: DR = REFERENCE MARK DISK
 GC0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0261_STAMPING: FRANKLIN NO 2 1960
 GC0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0261+STABILITY: SURFACE MOTION
 GC0261
 GC0261  HISTORY     - Date     Condition        Report By
 GC0261  HISTORY     - 1960     MONUMENTED       CGS
 GC0261
 GC0261                          STATION DESCRIPTION
 GC0261
 GC0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0261'3.8 MI S FROM LEBANON.
 GC0261'THIS MARK IS LOCATED AT THE FRANKLIN 1960 STATION SITE, 80.3 FT.
 GC0261'NORTH OF THE STATION MARK, 9 FT. SOUTHEAST OF THE NORTHEAST
 GC0261'CORNER OF THE TOOL SHED.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0261'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0322 ***********************************************************************
 GC0322  DESIGNATION -  FRANKLIN RM 2
 GC0322  PID         -  GC0322
 GC0322  STATE/COUNTY-  TN/SUMNER
 GC0322  USGS QUAD   -  BETHPAGE (1994)
 GC0322
 GC0322                         *CURRENT SURVEY CONTROL
 GC0322  ___________________________________________________________________
 GC0322* NAD 83(1986)-  36 28 09.     (N)    086 19 56.     (W)     SCALED    
 GC0322* NAVD 88     -       192.176  (meters)     630.50   (feet)  ADJUSTED  
 GC0322  ___________________________________________________________________
 GC0322  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0322  DYNAMIC HT  -         192.022 (meters)     629.99  (feet)  COMP
 GC0322  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC0322
 GC0322  VERT ORDER  -  SECOND    CLASS 0
 GC0322
 GC0322.The horizontal coordinates were scaled from a topographic map and have
 GC0322.an estimated accuracy of +/- 6 seconds.
 GC0322
 GC0322.The orthometric height was determined by differential leveling
 GC0322.and adjusted by the National Geodetic Survey in June 1991..
 GC0322
 GC0322.The geoid height was determined by GEOID03.
 GC0322
 GC0322.The dynamic height is computed by dividing the NAVD 88
 GC0322.geopotential number by the normal gravity value computed on the
 GC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0322.degrees latitude (g = 980.6199 gals.).
 GC0322
 GC0322.The modeled gravity was interpolated from observed gravity values.
 GC0322
 GC0322;                    North         East    Units  Estimated Accuracy
 GC0322;SPC TN       -   237,030.      570,220.      MT  (+/- 180 meters Scaled)
 GC0322
 GC0322                          SUPERSEDED SURVEY CONTROL
 GC0322
 GC0322  NGVD 29 (??/??/92)  192.260  (m)          630.77   (f) ADJ UNCH    2 0
 GC0322
 GC0322.Superseded values are not recommended for survey control.
 GC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0322.See file dsdata.txt to determine how the superseded data were derived.
 GC0322
 GC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF598361(NAD 83)
 GC0322_MARKER: DD = SURVEY DISK
 GC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0322_STAMPING: FRANKLIN RM-2 1961
 GC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0322+STABILITY: SURFACE MOTION
 GC0322
 GC0322  HISTORY     - Date     Condition        Report By
 GC0322  HISTORY     - 1961     MONUMENTED       TNHD
 GC0322
 GC0322                          STATION DESCRIPTION
 GC0322
 GC0322'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0322'1.6 MI SW FROM BETHPAGE.
 GC0322'THIS MARK IS LOCATED AT THE FRANKLIN 1961 STATION SITE, 79.5
 GC0322'FEET SOUTHWEST OF THE STATION MARK, 127 FEET NORTHWEST OF THE
 GC0322'NORTHWEST CORNER OF MR. FRANKLINS HOUSE, AND 2 FEET NORTHEAST OF A
 GC0322'42-INCH ELM TREE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0322'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0626 ***********************************************************************
 GC0626  DESIGNATION -  FRANKLIN RM 3
 GC0626  PID         -  GC0626
 GC0626  STATE/COUNTY-  TN/DAVIDSON
 GC0626  USGS QUAD   -  OAK HILL (1968)
 GC0626
 GC0626                         *CURRENT SURVEY CONTROL
 GC0626  ___________________________________________________________________
 GC0626* NAD 83(1986)-  36 06 47.     (N)    086 46 26.     (W)     SCALED    
 GC0626* NAVD 88     -       158.18   (+/-2cm)     519.0    (feet)  VERTCON   
 GC0626  ___________________________________________________________________
 GC0626  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0626
 GC0626  VERT ORDER  -  THIRD (See Below)
 GC0626
 GC0626.The horizontal coordinates were scaled from a topographic map and have
 GC0626.an estimated accuracy of +/- 6 seconds.
 GC0626
 GC0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0626.The vertical order pertains to the NGVD 29 superseded value.
 GC0626
 GC0626.The geoid height was determined by GEOID03.
 GC0626
 GC0626;                    North         East    Units  Estimated Accuracy
 GC0626;SPC TN       -   197,740.      530,330.      MT  (+/- 180 meters Scaled)
 GC0626
 GC0626                          SUPERSEDED SURVEY CONTROL
 GC0626
 GC0626  NGVD 29 (??/??/??)  158.20   (m)          519.0    (f) RESET       3  
 GC0626
 GC0626.Superseded values are not recommended for survey control.
 GC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0626.See file dsdata.txt to determine how the superseded data were derived.
 GC0626
 GC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203965(NAD 83)
 GC0626_MARKER: DR = REFERENCE MARK DISK
 GC0626_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0626+WITH SETTING: PAVEMENT
 GC0626_STAMPING: FRANKLIN 1959 NO 3 1972
 GC0626_MARK LOGO: NGS   
 GC0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0626+STABILITY: SURFACE MOTION
 GC0626
 GC0626  HISTORY     - Date     Condition        Report By
 GC0626  HISTORY     - 1972     MONUMENTED       NGS
 GC0626  HISTORY     - 1984     GOOD             NGS
 GC0626
 GC0626                          STATION DESCRIPTION
 GC0626
 GC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0626'AT NASHVILLE.
 GC0626'THIS MARK IS LOCATED AT THE FRANKLIN 1959 TRIANGULATION STATION
 GC0626'SITE, 85.39 FEET SOUTH OF FRANKLIN 1959, 72 FEET WEST OF THE
 GC0626'APPROXIMATE CENTER OF U.S. HIGHWAY 31 (FRANKLIN ROAD), 43.83 FEET
 GC0626'WEST-SOUTHWEST OF FRANKLIN R.M. 1, 20 FEET EAST-SOUTHEAST OF A
 GC0626'24-INCH ELM TREE, AND 7.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC0626'OF THE MARBLE BASE OF THE BATTLE OF NASHVILLE MONUMENT.  IT IS A
 GC0626'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 GC0626'CONCRETE FOOTING FOR THE MARBLE BASE OF THE MONUMENT AND THE DISK
 GC0626'IS STAMPED FRANKLIN 1959 NO 3 1972.
 GC0626
 GC0626                          STATION RECOVERY (1984)
 GC0626
 GC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0626'RECOVERED IN GOOD CONDITION.  NOTE, THE DISK IS LOCATED 26 CM (10
 GC0626'INCHES) BELOW THE TOP OF A CONCRETE CRIBB (HOLDING GRAVEL).  NOT
 GC0626'LEVELED TO THIS SURVEY.
 GC0626'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1994 ***********************************************************************
 FF1994  DESIGNATION -  FRAYSER
 FF1994  PID         -  FF1994
 FF1994  STATE/COUNTY-  TN/SHELBY
 FF1994  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1994
 FF1994                         *CURRENT SURVEY CONTROL
 FF1994  ___________________________________________________________________
 FF1994* NAD 83(1995)-  35 13 43.43091(N)    090 01 14.51110(W)     ADJUSTED  
 FF1994* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 FF1994  ___________________________________________________________________
 FF1994  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FF1994  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1994
 FF1994  HORZ ORDER  -  THIRD
 FF1994
 FF1994.The horizontal coordinates were established by classical geodetic methods
 FF1994.and adjusted by the National Geodetic Survey in April 1999..
 FF1994
 FF1994.The orthometric height was scaled from a topographic map.
 FF1994
 FF1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1994
 FF1994.The geoid height was determined by GEOID03.
 FF1994
 FF1994;                    North         East     Units Scale Factor Converg.
 FF1994;SPC TN       -   106,862.336   234,083.739   MT  1.00000382   -2 21 14.0
 FF1994;SPC TN       -   350,597.51    767,989.73   sFT  1.00000382   -2 21 14.0
 FF1994;SPC AR N     -   101,147.515   580,162.428   MT  0.99995507   +1 09 06.3
 FF1994;SPC AR N     -   331,848.14  1,903,416.23   sFT  0.99995507   +1 09 06.3
 FF1994;UTM  15      - 3,902,477.634   771,148.790   MT  1.00050618   +1 43 10.7
 FF1994;UTM  16      - 3,902,591.563   225,082.644   MT  1.00053155   -1 44 36.8
 FF1994
 FF1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1994!SPC TN       -   0.99999156  x   1.00000382  =   0.99999538
 FF1994!SPC AR N     -   0.99999156  x   0.99995507  =   0.99994663
 FF1994!UTM  15      -   0.99999156  x   1.00050618  =   1.00049774
 FF1994!UTM  16      -   0.99999156  x   1.00053155  =   1.00052311
 FF1994
 FF1994|---------------------------------------------------------------------|
 FF1994| PID    Reference Object                     Distance      Geod. Az  |
 FF1994|                                                           dddmmss.s |
 FF1994| CI3644 FRAYSER RM 1                          6.327 METERS 03604     |
 FF1994| CI3643 FRAYSER AZ MK                                      0401105.8 |
 FF1994| CI3645 FRAYSER RM 2                          5.622 METERS 21501     |
 FF1994|---------------------------------------------------------------------|
 FF1994
 FF1994                          SUPERSEDED SURVEY CONTROL
 FF1994
 FF1994  NAD 83(1995)-  35 13 43.43707(N)    090 01 14.51125(W) AD(       ) 3
 FF1994  NAD 83(1995)-  35 13 43.44020(N)    090 01 14.51098(W) AD(       ) 3
 FF1994  NAD 83(1986)-  35 13 43.44174(N)    090 01 14.51209(W) AD(       ) 3
 FF1994  NAD 27      -  35 13 43.12370(N)    090 01 14.18720(W) AD(       ) 3
 FF1994
 FF1994.Superseded values are not recommended for survey control.
 FF1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1994.See file dsdata.txt to determine how the superseded data were derived.
 FF1994
 FF1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7114902478(NAD 83)
 FF1994_MARKER: DS = TRIANGULATION STATION DISK
 FF1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1994
 FF1994  HISTORY     - Date     Condition        Report By
 FF1994  HISTORY     - 1957     MONUMENTED       CGS
 FF1994
 FF1994                          STATION DESCRIPTION
 FF1994
 FF1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1994'THE STATION IS LOCATED ALONG U.S. HIGHWAY 51, ABOUT 5-1/2
 FF1994'MILES NORTH OF MEMPHIS AND ABOUT 1-1/2 MILES NORTHEAST OF
 FF1994'FRAYSER.  IT IS 91 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FF1994'HIGHWAY 51, 60 FEET EAST OF THE EAST EDGE OF A SIGN BOARD,
 FF1994'20 FEET NORTHEAST OF A POWER LINE POLE AND 21 FEET NORTHEAST
 FF1994'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 FF1994'IS STAMPED FRAYSER 1957.
 FF1994'
 FF1994'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 FF1994'WOLF RIVER AT THE NORTHWEST EDGE OF MEMPHIS, GO NORTH AND
 FF1994'NORTHEAST ON U.S. HIGHWAY 51 FOR 2.8 MILE TO OUR LADY OF
 FF1994'SORROWS CATHOLIC CHURCH AND SCHOOL ON THE RIGHT.  CONTINUE
 FF1994'AHEAD ON HIGHWAY 51 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FF1994'
 FF1994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 FF1994'ON U.S. HIGHWAY 51 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 FF1994'RIGHT.
 FF1994'
 FF1994'REFERENCE MARK 1 IS 91 FEET NORTHWEST OF THE CENTERLINE
 FF1994'OF U.S. HIGHWAY 51, 42 FEET NORTHEAST OF A POWER LINE POLE
 FF1994'AND 43 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 FF1994'IS FLUSH AND THE DISK IS STAMPED FRAYSER NO 1 1957.
 FF1994'
 FF1994'REFERENCE MARK 2 IS 91 FEET NORTHWEST OF THE CENTERLINE
 FF1994'OF U.S. HIGHWAY 51, 1 FOOT NORTHEAST OF A POWER LINE POLE
 FF1994'AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 FF1994'PROJECTS 4 INCHES AND THE DISK IS STAMPED FRAYSER NO 2 1957.
 FF1994'
 FF1994'THE AZIMUTH MARK IS 51 FEET SOUTHEAST OF THE CENTERLINE
 FF1994'OF U.S. HIGHWAY 51 AND 1 FOOT SOUTHWEST OF A WHITE WITNESS
 FF1994'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1994'FRAYSER 1957.
 FF1994'
 FF1994'NOTE- A NEW HIGHWAY IS NOW UNDER CONSTRUCTION AND WHEN COMPLETED
 FF1994'ALL THE MEASUREMENTS WILL HAVE BEEN TAKEN FROM THE CENTERLINE
 FF1994'OF THE SOUTHEAST LANE.
 FF1994'
 FF1994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1987 ***********************************************************************
 FF1987  DESIGNATION -  FRAYSER INTL HARVESTER TANK
 FF1987  PID         -  FF1987
 FF1987  STATE/COUNTY-  TN/SHELBY
 FF1987  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1987
 FF1987                         *CURRENT SURVEY CONTROL
 FF1987  ___________________________________________________________________
 FF1987* NAD 83(1995)-  35 12 30.53936(N)    090 02 47.85053(W)     ADJUSTED  
 FF1987* NAVD 88     -                                                        
 FF1987  ___________________________________________________________________
 FF1987  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF1987  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1987
 FF1987  HORZ ORDER  -  THIRD
 FF1987
 FF1987.The horizontal coordinates were established by classical geodetic methods
 FF1987.and adjusted by the National Geodetic Survey in April 1999..
 FF1987
 FF1987
 FF1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1987
 FF1987.The geoid height was determined by GEOID03.
 FF1987
 FF1987;                    North         East     Units Scale Factor Converg.
 FF1987;SPC TN       -   104,715.128   231,632.598   MT  1.00000759   -2 22 08.6
 FF1987;SPC TN       -   343,552.88    759,947.95   sFT  1.00000759   -2 22 08.6
 FF1987;SPC AR N     -    98,854.558   577,847.285   MT  0.99995731   +1 08 12.0
 FF1987;SPC AR N     -   324,325.33  1,895,820.63   sFT  0.99995731   +1 08 12.0
 FF1987;UTM  15      - 3,900,160.603   768,855.228   MT  1.00049092   +1 42 13.7
 FF1987;UTM  16      - 3,900,417.184   222,653.238   MT  1.00054809   -1 45 27.6
 FF1987
 FF1987                          SUPERSEDED SURVEY CONTROL
 FF1987
 FF1987  NAD 83(1995)-  35 12 30.54179(N)    090 02 47.85048(W) AD(       ) 4
 FF1987  NAD 83(1995)-  35 12 30.54464(N)    090 02 47.84964(W) AD(       ) 4
 FF1987  NAD 83(1986)-  35 12 30.54959(N)    090 02 47.85168(W) AD(       ) 4
 FF1987  NAD 27      -  35 12 30.22900(N)    090 02 47.52400(W) AD(       ) 3
 FF1987
 FF1987.Superseded values are not recommended for survey control.
 FF1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1987.See file dsdata.txt to determine how the superseded data were derived.
 FF1987
 FF1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6885500161(NAD 83)
 FF1987_MARKER: 53 = ELEVATED TANK
 FF1987
 FF1987  HISTORY     - Date     Condition        Report By
 FF1987  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1987
 FF1987                          STATION DESCRIPTION
 FF1987
 FF1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1987'THE STATION IS THE CENTER OF THE APEX OF THE INTERNATIONAL
 FF1987'HARVESTER CO. WATER TANK, LOCATED AT THE NORTHWEST EDGE OF
 FF1987'MEMPHIS, 3003 HARVESTER LANE IN THE NORTH CENTRAL SECTION
 FF1987'OF THE PLANT GROUNDS.  THE TANK IS SUPPORTED BY A FOUR LEGGED
 FF1987'STEEL STRUCTURE, PAINTED ALUMINUM AND HAS THE MONOGRAM HI IN RED
 FF1987'AND BLACK LETTERS ON THE EAST AN WEST SIDES OF THE TANK.
 FF1987'THE ENTIRE STRUCTURE IS 150 FEET HIGH.
 FF1987'
 FF1987'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF1987'51 AND MILLINGTON ROAD IN FRAYSER, GO WEST ON MILLINGTON
 FF1987'ROAD FOR 0.55 MILE TO HARVESTER LANE.  TURN RIGHT AND GO
 FF1987'NORTH ON HARVESTER LANE FOR 0.1 MILE TO THE STATION ON
 FF1987'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0317 ***********************************************************************
 FF0317  DESIGNATION -  FRAYSER RAD STA WMPS N COR
 FF0317  PID         -  FF0317
 FF0317  STATE/COUNTY-  TN/SHELBY
 FF0317  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0317
 FF0317                         *CURRENT SURVEY CONTROL
 FF0317  ___________________________________________________________________
 FF0317* NAD 83(1986)-  35 13 25.     (N)    090 02 32.     (W)     SCALED    
 FF0317* NAVD 88     -        73.704  (meters)     241.81   (feet)  ADJUSTED  
 FF0317  ___________________________________________________________________
 FF0317  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0317  DYNAMIC HT  -          73.638 (meters)     241.59  (feet)  COMP
 FF0317  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FF0317
 FF0317  VERT ORDER  -  FIRST     CLASS II
 FF0317
 FF0317.The horizontal coordinates were scaled from a topographic map and have
 FF0317.an estimated accuracy of +/- 6 seconds.
 FF0317
 FF0317.The orthometric height was determined by differential leveling
 FF0317.and adjusted by the National Geodetic Survey in June 1991..
 FF0317
 FF0317.The geoid height was determined by GEOID03.
 FF0317
 FF0317.The dynamic height is computed by dividing the NAVD 88
 FF0317.geopotential number by the normal gravity value computed on the
 FF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0317.degrees latitude (g = 980.6199 gals.).
 FF0317
 FF0317.The modeled gravity was interpolated from observed gravity values.
 FF0317
 FF0317;                    North         East    Units  Estimated Accuracy
 FF0317;SPC TN       -   106,380.      232,100.      MT  (+/- 180 meters Scaled)
 FF0317
 FF0317                          SUPERSEDED SURVEY CONTROL
 FF0317
 FF0317  NGVD 29 (??/??/??)   73.666  (m)          241.69   (f) ADJUSTED    1 2
 FF0317
 FF0317.Superseded values are not recommended for survey control.
 FF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0317.See file dsdata.txt to determine how the superseded data were derived.
 FF0317
 FF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692018(NAD 83)
 FF0317_MARKER: Q = CHISELED SQUARE
 FF0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0317_SP_SET: STEEL PLATE
 FF0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0317+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0317
 FF0317  HISTORY     - Date     Condition        Report By
 FF0317  HISTORY     - 1957     MONUMENTED       CGS
 FF0317  HISTORY     - 1957     GOOD             CGS
 FF0317  HISTORY     - 20021022 GOOD             USACE
 FF0317
 FF0317                          STATION DESCRIPTION
 FF0317
 FF0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0317'1.9 MI NW FROM FRAYSER.
 FF0317'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0317'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0317'ALONG MARSH ROAD, THENCE 0.9 MILE NORTH ALONG BENJESTOWN ROAD,
 FF0317'ABOUT 0.1 MILE SOUTHWEST OF THE TRANSMITTING OFFICE BUILDING OF
 FF0317'RADIO STATION WMPS, AN OUTLINED SQUARE ON TOP OF THE NORTH CORNER
 FF0317'OF A STEEL PLATE OF THE NORTHEAST ONE OF FOUR 400 FEET HIGH
 FF0317'TOWER FOR STATION WMPS.  GROUND ELEVATION FOR RADIO STATION
 FF0317'WMPS.
 FF0317
 FF0317                          STATION RECOVERY (2002)
 FF0317
 FF0317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2142 ***********************************************************************
 GA2142  DESIGNATION -  FRED
 GA2142  PID         -  GA2142
 GA2142  STATE/COUNTY-  TN/HAWKINS
 GA2142  USGS QUAD   -  CAMELOT (1976)
 GA2142
 GA2142                         *CURRENT SURVEY CONTROL
 GA2142  ___________________________________________________________________
 GA2142* NAD 83(1995)-  36 23 49.19890(N)    083 01 25.82493(W)     ADJUSTED  
 GA2142* NAVD 88     -       398.461  (meters)    1307.28   (feet)  ADJUSTED  
 GA2142  ___________________________________________________________________
 GA2142  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA2142  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2142  DYNAMIC HT  -         398.097 (meters)    1306.09  (feet)  COMP
 GA2142  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2142
 GA2142  HORZ ORDER  -  SECOND
 GA2142  VERT ORDER  -  SECOND    CLASS 0
 GA2142
 GA2142.The horizontal coordinates were established by classical geodetic methods
 GA2142.and adjusted by the National Geodetic Survey in April 1999..
 GA2142
 GA2142.The orthometric height was determined by differential leveling
 GA2142.and adjusted by the National Geodetic Survey in June 1991..
 GA2142
 GA2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2142
 GA2142.The geoid height was determined by GEOID03.
 GA2142
 GA2142.The dynamic height is computed by dividing the NAVD 88
 GA2142.geopotential number by the normal gravity value computed on the
 GA2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2142.degrees latitude (g = 980.6199 gals.).
 GA2142
 GA2142.The modeled gravity was interpolated from observed gravity values.
 GA2142
 GA2142;                    North         East     Units Scale Factor Converg.
 GA2142;SPC TN       -   233,025.552   866,948.080   MT  0.99999657   +1 44 32.5
 GA2142;SPC TN       -   764,518.00  2,844,312.16   sFT  0.99999657   +1 44 32.5
 GA2142;UTM  17      - 4,029,885.496   318,503.427   MT  1.00000587   -1 12 04.4
 GA2142
 GA2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2142!SPC TN       -   0.99994238  x   0.99999657  =   0.99993895
 GA2142!UTM  17      -   0.99994238  x   1.00000587  =   0.99994825
 GA2142
 GA2142:                Primary Azimuth Mark                     Grid Az
 GA2142:SPC TN       -  ROGERSVILLE INTL CARD CO TANK            054 04 52.7
 GA2142:UTM  17      -  ROGERSVILLE INTL CARD CO TANK            057 01 29.6
 GA2142
 GA2142|---------------------------------------------------------------------|
 GA2142| PID    Reference Object                     Distance      Geod. Az  |
 GA2142|                                                           dddmmss.s |
 GA2142| GA3500 ROGERSVILLE INTL CARD CO TANK       APPROX. 1.2 KM 0554925.2 |
 GA2142| GA3411 ROGERSVILLE TVA STM PLT MAST        APPROX. 2.4 KM 1011857.2 |
 GA2142| GA2143 1138                                  6.403 METERS 16114     |
 GA2142| GA2141 FRED RM 1                             5.494 METERS 29804     |
 GA2142|---------------------------------------------------------------------|
 GA2142
 GA2142                          SUPERSEDED SURVEY CONTROL
 GA2142
 GA2142  NAD 83(1995)-  36 23 49.20278(N)    083 01 25.82835(W) AD(       ) 2
 GA2142  NAD 83(1995)-  36 23 49.21370(N)    083 01 25.83265(W) AD(       ) 2
 GA2142  NAD 83(1995)-  36 23 49.20590(N)    083 01 25.83089(W) AD(       ) 2
 GA2142  NAD 83(1986)-  36 23 49.20810(N)    083 01 25.82855(W) AD(       ) 2
 GA2142  NAD 27      -  36 23 48.86675(N)    083 01 26.23479(W) AD(       ) 2
 GA2142  NGVD 29 (??/??/92)  398.611  (m)         1307.78   (f) ADJ UNCH    2 0
 GA2142
 GA2142.Superseded values are not recommended for survey control.
 GA2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2142.See file dsdata.txt to determine how the superseded data were derived.
 GA2142
 GA2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1850329885(NAD 83)
 GA2142_MARKER: DD = SURVEY DISK
 GA2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2142_STAMPING: FRED 1964
 GA2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2142+STABILITY: SURFACE MOTION
 GA2142
 GA2142  HISTORY     - Date     Condition        Report By
 GA2142  HISTORY     - 1964     MONUMENTED       TNHD
 GA2142  HISTORY     - 1964     GOOD             TNGS
 GA2142
 GA2142                          STATION DESCRIPTION
 GA2142
 GA2142'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2142'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF ROGERSVILLE ON THE
 GA2142'SOUTH SIDE OF U.S.  HIGHWAY
 GA2142'11W AT THE TOP OF A SMALL KNOLL.
 GA2142'
 GA2142'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE GO SOUTHWEST
 GA2142'ON U.S.  HIGHWAY 11W FOR
 GA2142'1.1 MILES TO A SMALL KNOLL ON THE LEFT AND THE
 GA2142'STATION AS DESCRIBED.
 GA2142'
 GA2142'THE STATION IS 93 FEET WEST OF A POWER POLE, 9 FEET EAST OF A FENCE
 GA2142'AND 8.3 FEET EAST OF A
 GA2142'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2142'STANDARD TENNESSEE HIGHWAY
 GA2142'DEPARTMENT DISKS AND ARE STAMPED FRED
 GA2142'1964.  THE UNDERGROUND MARK IS ABOUT 30
 GA2142'INCHES BELOW THE SURFACE.
 GA2142'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2142'CONCRETE MONUMENT.
 GA2142'
 GA2142'REFERENCE MARK NO. 1 IS 102 FEET WEST OF A POWER POLE, 14 FEET NORTH
 GA2142'OF A WITNESS POST AND
 GA2142'1 FOOT EAST OF A FENCE.  IT IS A STANDARD TENNESSEE
 GA2142'HIGHWAY DEPARTMENT DISK SET IN A
 GA2142'10-INCH SQUARE, FLUSH, CONCRETE
 GA2142'MONUMENT AND THE DISK IS STAMPED FRED RM-1 1964.
 GA2142'
 GA2142'REFERENCE MARK NO. 2 IS 100 FEET WEST OF A POWER POLE AND 2 FEET EAST
 GA2142'OF A FENCE IT IS A
 GA2142'U.S.C.  AND G.  AND STATE SURVEY DISK SET IN A 4-INCH
 GA2142'SQUARE, FLUSH, CONCRETE MONUMENT
 GA2142'AND THE DISK IS STAMPED 1138.
 GA2142'
 GA2142'INTERSECTION STATION ROGERSVILLE, T.V.A., JOHN SEVIER STEAM PLANT,
 GA2142'MICRO WAVE MAST WILL SERVE
 GA2142'AS THE AZIMUTH MARK.
 GA2142'
 GA2142'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA2142'
 GA2142'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2142
 GA2142                          STATION RECOVERY (1964)
 GA2142
 GA2142'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2142'1 MI SW FROM ROGERSVILLE.
 GA2142'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE GO
 GA2142'SOUTHWEST ON U.S. HIGHWAY 11W FOR 1.1 MILES TO A SMALL KNOLL ON
 GA2142'THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS 93 FEET WEST
 GA2142'OF A POWER POLE, 9 FEET EAST OF A FENCE AND 8.3 FEET EAST OF A
 GA2142'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2142'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2142'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2141 ***********************************************************************
 GA2141  DESIGNATION -  FRED RM 1
 GA2141  PID         -  GA2141
 GA2141  STATE/COUNTY-  TN/HAWKINS
 GA2141  USGS QUAD   -  CAMELOT (1976)
 GA2141
 GA2141                         *CURRENT SURVEY CONTROL
 GA2141  ___________________________________________________________________
 GA2141* NAD 83(1986)-  36 23 49.     (N)    083 01 26.     (W)     SCALED    
 GA2141* NAVD 88     -       397.946  (meters)    1305.59   (feet)  ADJUSTED  
 GA2141  ___________________________________________________________________
 GA2141  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2141  DYNAMIC HT  -         397.583 (meters)    1304.40  (feet)  COMP
 GA2141  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2141
 GA2141  VERT ORDER  -  SECOND    CLASS 0
 GA2141
 GA2141.The horizontal coordinates were scaled from a topographic map and have
 GA2141.an estimated accuracy of +/- 6 seconds.
 GA2141
 GA2141.The orthometric height was determined by differential leveling
 GA2141.and adjusted by the National Geodetic Survey in June 1991..
 GA2141
 GA2141.The geoid height was determined by GEOID03.
 GA2141
 GA2141.The dynamic height is computed by dividing the NAVD 88
 GA2141.geopotential number by the normal gravity value computed on the
 GA2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2141.degrees latitude (g = 980.6199 gals.).
 GA2141
 GA2141.The modeled gravity was interpolated from observed gravity values.
 GA2141
 GA2141;                    North         East    Units  Estimated Accuracy
 GA2141;SPC TN       -   233,020.      866,940.      MT  (+/- 180 meters Scaled)
 GA2141
 GA2141                          SUPERSEDED SURVEY CONTROL
 GA2141
 GA2141  NGVD 29 (??/??/92)  398.096  (m)         1306.09   (f) ADJ UNCH    2 0
 GA2141
 GA2141.Superseded values are not recommended for survey control.
 GA2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2141.See file dsdata.txt to determine how the superseded data were derived.
 GA2141
 GA2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA184298(NAD 83)
 GA2141_MARKER: DD = SURVEY DISK
 GA2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2141_STAMPING: FRED RM-1 1964
 GA2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2141+STABILITY: SURFACE MOTION
 GA2141
 GA2141  HISTORY     - Date     Condition        Report By
 GA2141  HISTORY     - 1964     MONUMENTED       TNHD
 GA2141
 GA2141                          STATION DESCRIPTION
 GA2141
 GA2141'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2141'1 MI SW FROM ROGERSVILLE.
 GA2141'THE MARK IS LOCATED AT THE FRED 1963 STATION SITE, 102 FEET WEST
 GA2141'OF A POWER POLE, 14 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST
 GA2141'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2141'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2141'GROUND.  NOTE-- FOR DESCR. SEE STATION FRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2004 ***********************************************************************
 GC2004  DESIGNATION -  FREDONA
 GC2004  PID         -  GC2004
 GC2004  STATE/COUNTY-  TN/MONTGOMERY
 GC2004  USGS QUAD   -  HENRIETTA (1983)
 GC2004
 GC2004                         *CURRENT SURVEY CONTROL
 GC2004  ___________________________________________________________________
 GC2004* NAD 83(1986)-  36 26 22.     (N)    087 13 10.     (W)     SCALED    
 GC2004* NAVD 88     -       196.915  (meters)     646.05   (feet)  ADJUSTED  
 GC2004  ___________________________________________________________________
 GC2004  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2004  DYNAMIC HT  -         196.751 (meters)     645.51  (feet)  COMP
 GC2004  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC2004
 GC2004  VERT ORDER  -  FIRST     CLASS II
 GC2004
 GC2004.The horizontal coordinates were scaled from a topographic map and have
 GC2004.an estimated accuracy of +/- 6 seconds.
 GC2004
 GC2004.The orthometric height was determined by differential leveling
 GC2004.and adjusted by the National Geodetic Survey in June 1991..
 GC2004
 GC2004.The geoid height was determined by GEOID03.
 GC2004
 GC2004.The dynamic height is computed by dividing the NAVD 88
 GC2004.geopotential number by the normal gravity value computed on the
 GC2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2004.degrees latitude (g = 980.6199 gals.).
 GC2004
 GC2004.The modeled gravity was interpolated from observed gravity values.
 GC2004
 GC2004;                    North         East    Units  Estimated Accuracy
 GC2004;SPC TN       -   234,360.      490,670.      MT  (+/- 180 meters Scaled)
 GC2004
 GC2004                          SUPERSEDED SURVEY CONTROL
 GC2004
 GC2004.No superseded survey control is available for this station.
 GC2004
 GC2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF803327(NAD 83)
 GC2004_MARKER: DS = TRIANGULATION STATION DISK
 GC2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2004_SP_SET: CONCRETE POST
 GC2004_STAMPING: FREDONA 1934
 GC2004_MARK LOGO: CGS   
 GC2004_PROJECTION: FLUSH
 GC2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2004+STABILITY: SURFACE MOTION
 GC2004
 GC2004  HISTORY     - Date     Condition        Report By
 GC2004  HISTORY     - 1934     MONUMENTED       CGS
 GC2004  HISTORY     - 1984     GOOD             NGS
 GC2004
 GC2004                          STATION DESCRIPTION
 GC2004
 GC2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2004'IN FREDONIA.
 GC2004'IN FREDONIA, 0.2 KM (0.15 MI) SOUTH ALONG OLD STATE HIGHWAY 12 FROM
 GC2004'THE JUNCTION OF STATE HIGHWAY 12 TO THE JUNCTION OF LOCK B ROAD NORTH
 GC2004'AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 11.46 METERS
 GC2004'(37.6 FT) WEST OF THE APPROXIMATE CENTER OF OLD HIGHWAY 12,
 GC2004'22.07 METERS (72.4 FT) NORTH-NORTHWEST OF A BRICK CORNER POST ON THE
 GC2004'NORTHEAST CORNER OF A FENCE, 10.24 METERS (33.6 FT) SOUTH OF THE
 GC2004'APPROXIMATE CENTER OF LOCK B ROAD NORTH, 4.42 METERS (14.5 FT)
 GC2004'WEST-SOUTHWEST OF A POWERLINE POLE.
 GC2004'THE MARK IS 1.86 METERS  SW FROM A WITNESS POST.
 GC2004'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2530 ***********************************************************************
 GC2530  DESIGNATION -  FREDONA
 GC2530  PID         -  GC2530
 GC2530  STATE/COUNTY-  TN/MONTGOMERY
 GC2530  USGS QUAD   -  HENRIETTA (1983)
 GC2530
 GC2530                         *CURRENT SURVEY CONTROL
 GC2530  ___________________________________________________________________
 GC2530* NAD 83(1995)-  36 26 22.46880(N)    087 13 09.05945(W)     ADJUSTED  
 GC2530* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 GC2530  ___________________________________________________________________
 GC2530  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GC2530  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2530
 GC2530  HORZ ORDER  -  THIRD
 GC2530
 GC2530.The horizontal coordinates were established by classical geodetic methods
 GC2530.and adjusted by the National Geodetic Survey in April 1999..
 GC2530
 GC2530.The orthometric height was scaled from a topographic map.
 GC2530
 GC2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2530
 GC2530.The geoid height was determined by GEOID03.
 GC2530
 GC2530;                    North         East     Units Scale Factor Converg.
 GC2530;SPC TN       -   234,371.581   490,689.603   MT  1.00000414   -0 42 49.5
 GC2530;SPC TN       -   768,934.10  1,609,870.81   sFT  1.00000414   -0 42 49.5
 GC2530;UTM  16      - 4,032,727.821   480,355.737   MT  0.99960475   -0 07 48.7
 GC2530
 GC2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2530!SPC TN       -   0.99997371  x   1.00000414  =   0.99997785
 GC2530!UTM  16      -   0.99997371  x   0.99960475  =   0.99957847
 GC2530
 GC2530|---------------------------------------------------------------------|
 GC2530| PID    Reference Object                     Distance      Geod. Az  |
 GC2530|                                                           dddmmss.s |
 GC2530| GC2531 PTS 26 W                              2.064 METERS 05013     |
 GC2530| CG5834 FREDONA RM 1                         67.361 METERS 15433     |
 GC2530| CG5833 FREDONA AZ MK                                      1605223.5 |
 GC2530| GC2005 FREDONA RM 2                         54.194 METERS 27629     |
 GC2530|---------------------------------------------------------------------|
 GC2530
 GC2530                          SUPERSEDED SURVEY CONTROL
 GC2530
 GC2530  NAD 83(1995)-  36 26 22.46941(N)    087 13 09.06080(W) AD(       ) 3
 GC2530  NAD 83(1995)-  36 26 22.47332(N)    087 13 09.06329(W) AD(       ) 3
 GC2530  NAD 83(1986)-  36 26 22.47839(N)    087 13 09.06285(W) AD(       ) 3
 GC2530  NAD 27      -  36 26 22.29500(N)    087 13 09.04000(W) AD(       ) 3
 GC2530
 GC2530.Superseded values are not recommended for survey control.
 GC2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2530.See file dsdata.txt to determine how the superseded data were derived.
 GC2530
 GC2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8035632728(NAD 83)
 GC2530_MARKER: DS = TRIANGULATION STATION DISK
 GC2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2530
 GC2530  HISTORY     - Date     Condition        Report By
 GC2530  HISTORY     - 1934     MONUMENTED       CGS
 GC2530
 GC2530                          STATION DESCRIPTION
 GC2530
 GC2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2530'IN SOUTHWEST CORNER OF T-ROAD JUNCTION IN SMALL VILLAGE OF FREDONIA,
 GC2530'11.2 MILES FROM CLARKSVILLE, 56.2 FEET FROM INTERSECTION OF
 GC2530'CENTER LINES OF STATE ROUTE 12 AND ROAD LEADING TO LOCK B, AND 14.8
 GC2530'FEET FROM TELEPHONE POLE WITH TRANSFORMER BOX.  SURFACE AND
 GC2530'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2530'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2530'DISKS IN CONCRETE.  NO. 1 IS ON EAST SIDE OF ROUTE 12, 4
 GC2530'FEET ABOVE AND 22.1 FEET FROM CENTER LINE OF ROAD, 34.0 FEET FROM
 GC2530'32-INCH OAK TREE, AT EDGE OF CULTIVATED FIELD, AND 221.00 FEET
 GC2530'FROM STATION, S 25 DEG 27 MIN E.  NO. 2 IS 14.1 FEET FROM
 GC2530'CENTER LINE OF ROAD, 18.8 FEET FROM CENTER LINE OF DRIVEWAY,
 GC2530'AND 177.80 FEET FROM STATION, N 83 DEG 31 MIN W.  AZIMUTH MARK
 GC2530'IS AT EDGE OF CULTIVATED FIELD, 121.6 FEET FROM NORTH CORNER
 GC2530'OF FREDONIA SCHOOL, 46.9 FEET SOUTHWEST OF CENTER LINE OF ROUTE 12,
 GC2530'AND 0.2 MILE FROM STATION, S 19 DEG 07 MIN 37 SEC E.
 GC2530'PRIMARY TRAVERSE STATION NO. 26 W 1925 TENN.  (U.S.G.S.), PROBABLY
 GC2530'MARKED BY DISK IN SQUARE BLOCK OF CONCRETE PROJECTING ABOUT
 GC2530'0.5 FOOT ABOVE GROUND, IS 6.77 FEET FROM STATION, N 50 DEG 13 MIN E.
 GC2530'FREDONIA SCHOOL, GABLE ON FRONT ENTRANCE, IS 0.2 MILE FROM
 GC2530'STATION, S 15 DEG 05 MIN 15 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2005 ***********************************************************************
 GC2005  DESIGNATION -  FREDONA RM 2
 GC2005  PID         -  GC2005
 GC2005  STATE/COUNTY-  TN/MONTGOMERY
 GC2005  USGS QUAD   -  HENRIETTA (1983)
 GC2005
 GC2005                         *CURRENT SURVEY CONTROL
 GC2005  ___________________________________________________________________
 GC2005* NAD 83(1986)-  36 26 22.     (N)    087 13 10.     (W)     SCALED    
 GC2005* NAVD 88     -       196.701  (meters)     645.34   (feet)  ADJUSTED  
 GC2005  ___________________________________________________________________
 GC2005  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2005  DYNAMIC HT  -         196.538 (meters)     644.81  (feet)  COMP
 GC2005  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC2005
 GC2005  VERT ORDER  -  FIRST     CLASS II
 GC2005
 GC2005.The horizontal coordinates were scaled from a topographic map and have
 GC2005.an estimated accuracy of +/- 6 seconds.
 GC2005
 GC2005.The orthometric height was determined by differential leveling
 GC2005.and adjusted by the National Geodetic Survey in June 1991..
 GC2005
 GC2005.The geoid height was determined by GEOID03.
 GC2005
 GC2005.The dynamic height is computed by dividing the NAVD 88
 GC2005.geopotential number by the normal gravity value computed on the
 GC2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2005.degrees latitude (g = 980.6199 gals.).
 GC2005
 GC2005.The modeled gravity was interpolated from observed gravity values.
 GC2005
 GC2005;                    North         East    Units  Estimated Accuracy
 GC2005;SPC TN       -   234,360.      490,670.      MT  (+/- 180 meters Scaled)
 GC2005
 GC2005                          SUPERSEDED SURVEY CONTROL
 GC2005
 GC2005.No superseded survey control is available for this station.
 GC2005
 GC2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF803327(NAD 83)
 GC2005_MARKER: DR = REFERENCE MARK DISK
 GC2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2005_SP_SET: CONCRETE POST
 GC2005_STAMPING: FREDONA NO 11 1934
 GC2005_MARK LOGO: CGS   
 GC2005_PROJECTION: FLUSH
 GC2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2005+STABILITY: SURFACE MOTION
 GC2005
 GC2005  HISTORY     - Date     Condition        Report By
 GC2005  HISTORY     - 1934     MONUMENTED       CGS
 GC2005  HISTORY     - 1984     GOOD             NGS
 GC2005
 GC2005                          STATION DESCRIPTION
 GC2005
 GC2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2005'IN FREDONIA.
 GC2005'IN FREDONIA, 0.2 KM (0.15 MI) SOUTH ALONG OLD STATE HIGHWAY 12 FROM
 GC2005'THE JUNCTION OF STATE HIGHWAY 12 TO THE JUNCTION OF LOCK B ROAD NORTH
 GC2005'AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 7.04 KM
 GC2005'(23.1 FT) EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 54.25 METERS
 GC2005'(178.0 FT) WEST OF FREDONA STATION MARK, 16.76 METERS (55.0 FT) SOUTH
 GC2005'AND ACROSS LOCK B ROAD FROM THE SOUTHWEST CORNER OF A ONE LEVEL HOUSE,
 GC2005'AND 5.49 METERS (18.0 FT) SOUTH OF THE APPROXIMATE CENTER OF LOCK B
 GC2005'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0424 ***********************************************************************
 FE0424  DESIGNATION -  FREDS
 FE0424  PID         -  FE0424
 FE0424  STATE/COUNTY-  TN/HARDIN
 FE0424  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0424
 FE0424                         *CURRENT SURVEY CONTROL
 FE0424  ___________________________________________________________________
 FE0424* NAD 83(1995)-  35 13 23.21459(N)    088 20 59.02995(W)     ADJUSTED  
 FE0424* NAVD 88     -       139.167  (meters)     456.58   (feet)  ADJUSTED  
 FE0424  ___________________________________________________________________
 FE0424  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FE0424  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0424  DYNAMIC HT  -         139.040 (meters)     456.17  (feet)  COMP
 FE0424  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0424
 FE0424  HORZ ORDER  -  SECOND
 FE0424  VERT ORDER  -  SECOND    CLASS 0
 FE0424
 FE0424.The horizontal coordinates were established by classical geodetic methods
 FE0424.and adjusted by the National Geodetic Survey in April 1999..
 FE0424
 FE0424.The orthometric height was determined by differential leveling
 FE0424.and adjusted by the National Geodetic Survey in June 1991..
 FE0424
 FE0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0424
 FE0424.The geoid height was determined by GEOID03.
 FE0424
 FE0424.The dynamic height is computed by dividing the NAVD 88
 FE0424.geopotential number by the normal gravity value computed on the
 FE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0424.degrees latitude (g = 980.6199 gals.).
 FE0424
 FE0424.The modeled gravity was interpolated from observed gravity values.
 FE0424
 FE0424;                    North         East     Units Scale Factor Converg.
 FE0424;SPC TN       -   101,289.699   386,100.787   MT  1.00000485   -1 22 32.3
 FE0424;SPC TN       -   332,314.62  1,266,732.33   sFT  1.00000485   -1 22 32.3
 FE0424;UTM  16      - 3,898,620.701   377,166.274   MT  0.99978595   -0 46 42.9
 FE0424
 FE0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0424!SPC TN       -   0.99998249  x   1.00000485  =   0.99998734
 FE0424!UTM  16      -   0.99998249  x   0.99978595  =   0.99976844
 FE0424
 FE0424|---------------------------------------------------------------------|
 FE0424| PID    Reference Object                     Distance      Geod. Az  |
 FE0424|                                                           dddmmss.s |
 FE0424| CG4067 FREDS RM 1                           14.235 METERS 02300     |
 FE0424| CG4068 FREDS RM 2                           22.045 METERS 29534     |
 FE0424| FE0421 FREDS AZ MK                         APPROX. 0.8 KM 3001408.1 |
 FE0424|---------------------------------------------------------------------|
 FE0424
 FE0424                          SUPERSEDED SURVEY CONTROL
 FE0424
 FE0424  NAD 83(1995)-  35 13 23.21718(N)    088 20 59.03070(W) AD(       ) 2
 FE0424  NAD 83(1995)-  35 13 23.21779(N)    088 20 59.03012(W) AD(       ) 2
 FE0424  NAD 83(1995)-  35 13 23.22233(N)    088 20 59.03042(W) AD(       ) 2
 FE0424  NAD 83(1986)-  35 13 23.22357(N)    088 20 59.03018(W) AD(       ) 2
 FE0424  NAD 27      -  35 13 22.92980(N)    088 20 58.88980(W) AD(       ) 2
 FE0424  NGVD 29 (??/??/??)  139.176  (m)          456.61   (f) ADJUSTED    2 0
 FE0424
 FE0424.Superseded values are not recommended for survey control.
 FE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0424.See file dsdata.txt to determine how the superseded data were derived.
 FE0424
 FE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7716698621(NAD 83)
 FE0424_MARKER: DS = TRIANGULATION STATION DISK
 FE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0424_STAMPING: FREDS 1962
 FE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0424+STABILITY: SURFACE MOTION
 FE0424
 FE0424  HISTORY     - Date     Condition        Report By
 FE0424  HISTORY     - 1962     MONUMENTED       TNHD
 FE0424  HISTORY     - 1962     GOOD             TNHD
 FE0424
 FE0424                          STATION DESCRIPTION
 FE0424
 FE0424'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0424'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ADAMSVILLE.
 FE0424'
 FE0424'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST
 FE0424'ON STATE ROUTE NO. 15 FOR 2.5 MILES TO THE STATION ON THE
 FE0424'RIGHT AS DESCRIBED.
 FE0424'
 FE0424'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0424'DEPARTMENT DISKS STAMPED FREDS 1962. THE SURFACE MARK DISK IS
 FE0424'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND
 FE0424'DISK IS ABOUT 30 INCHES BELOW THE SURFACE. THE STATION IS 22
 FE0424'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 2.1
 FE0424'FEET SOUTHEAST OF A WITNESS POST.
 FE0424'
 FE0424'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0424'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0424'DISK IS STAMPED FREDS RM-1 1962. IT IS 24 FEET NORTH OF THE
 FE0424'APPROXIMATE CENTER OF STATE ROUTE NO.  15.
 FE0424'
 FE0424'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0424'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0424'DISK IS STAMPED FREDS RM-2 1962. IT IS 24 FEET SOUTH OF THE
 FE0424'APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 4 FEET
 FE0424'NORTHWEST OF A POWER POLE.
 FE0424'
 FE0424'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0424'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE0424'STAMPED FREDS AZI 1962. IT IS 32 FEET NORTH OF THE APPROXIMATE CENTER
 FE0424'OF STATE ROUTE NO. 15 AND 2.9 FEET SOUTH OF A WITNESS POST.
 FE0424'
 FE0424'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 FE0424'ROUTE NO. 15 FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 FE0424'DESCRIBED.
 FE0424'
 FE0424'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 FE0424
 FE0424                          STATION RECOVERY (1962)
 FE0424
 FE0424'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0424'2 MI NE FROM ADAMSVILLE.
 FE0424'FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST ON U.S. HIGHWAY
 FE0424'64 FOR 2.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0424'THE MARK IS LOCATED 22 FEET SOUTH OF THE CENTERLINE OF U.S.
 FE0424'HIGHWAY 64, 78 FEET NORTHWEST OF A CONCRETE BLOCK BUILDING 34
 FE0424'FEET EAST OF A POWER POLE AND 2.1 FEET SOUTHEAST OF A WITNESS
 FE0424'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0424'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT, FLUSH
 FE0424'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0421 ***********************************************************************
 FE0421  DESIGNATION -  FREDS AZ MK
 FE0421  PID         -  FE0421
 FE0421  STATE/COUNTY-  TN/HARDIN
 FE0421  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0421
 FE0421                         *CURRENT SURVEY CONTROL
 FE0421  ___________________________________________________________________
 FE0421* NAD 83(1995)-  35 13 36.88210(N)    088 21 27.60993(W)     ADJUSTED  
 FE0421* NAVD 88     -       134.132  (meters)     440.06   (feet)  ADJUSTED  
 FE0421  ___________________________________________________________________
 FE0421  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FE0421  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0421  DYNAMIC HT  -         134.010 (meters)     439.66  (feet)  COMP
 FE0421  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FE0421
 FE0421  HORZ ORDER  -  SECOND
 FE0421  VERT ORDER  -  SECOND    CLASS 0
 FE0421
 FE0421.The horizontal coordinates were established by classical geodetic methods
 FE0421.and adjusted by the National Geodetic Survey in April 1999..
 FE0421
 FE0421.The orthometric height was determined by differential leveling
 FE0421.and adjusted by the National Geodetic Survey in June 1991..
 FE0421
 FE0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0421
 FE0421.The geoid height was determined by GEOID03.
 FE0421
 FE0421.The dynamic height is computed by dividing the NAVD 88
 FE0421.geopotential number by the normal gravity value computed on the
 FE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0421.degrees latitude (g = 980.6199 gals.).
 FE0421
 FE0421.The modeled gravity was interpolated from observed gravity values.
 FE0421
 FE0421;                    North         East     Units Scale Factor Converg.
 FE0421;SPC TN       -   101,728.164   385,388.385   MT  1.00000415   -1 22 49.0
 FE0421;SPC TN       -   333,753.15  1,264,395.06   sFT  1.00000415   -1 22 49.0
 FE0421;UTM  16      - 3,899,051.625   376,449.497   MT  0.99978812   -0 46 59.6
 FE0421
 FE0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0421!SPC TN       -   0.99998328  x   1.00000415  =   0.99998743
 FE0421!UTM  16      -   0.99998328  x   0.99978812  =   0.99977140
 FE0421
 FE0421                          SUPERSEDED SURVEY CONTROL
 FE0421
 FE0421  NAD 83(1995)-  35 13 36.88469(N)    088 21 27.61080(W) AD(       ) 2
 FE0421  NAD 83(1995)-  35 13 36.88530(N)    088 21 27.61021(W) AD(       ) 2
 FE0421  NAD 83(1995)-  35 13 36.88993(N)    088 21 27.61047(W) AD(       ) 2
 FE0421  NAD 83(1986)-  35 13 36.89112(N)    088 21 27.61025(W) AD(       ) 2
 FE0421  NAD 27      -  35 13 36.59770(N)    088 21 27.46900(W) AD(       ) 2
 FE0421  NGVD 29 (??/??/??)  134.136  (m)          440.08   (f) ADJUSTED    2 0
 FE0421
 FE0421.Superseded values are not recommended for survey control.
 FE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0421.See file dsdata.txt to determine how the superseded data were derived.
 FE0421
 FE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7644999052(NAD 83)
 FE0421_MARKER: DZ = AZIMUTH MARK DISK
 FE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0421_STAMPING: FREDS AZ 1962
 FE0421_MARK LOGO: TNHD  
 FE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0421+STABILITY: SURFACE MOTION
 FE0421
 FE0421  HISTORY     - Date     Condition        Report By
 FE0421  HISTORY     - 1962     MONUMENTED       TNHD
 FE0421  HISTORY     - 1962     GOOD             TNHD
 FE0421
 FE0421                          STATION DESCRIPTION
 FE0421
 FE0421'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0421'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0421'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE0421'STAMPED FREDS AZI 1962. IT IS 32 FEET NORTH OF THE APPROXIMATE CENTER
 FE0421'OF STATE ROUTE NO. 15 AND 2.9 FEET SOUTH OF A WITNESS POST.
 FE0421'
 FE0421'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST
 FE0421'ON STATE ROUTE NO. 15 FOR 2.5 MILES TO THE STATION.
 FE0421
 FE0421                          STATION RECOVERY (1962)
 FE0421
 FE0421'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0421'2 MI NE FROM ADAMSVILLE.
 FE0421'FROM THE POST OFFICE IN ADAMSVILLE GO NORTHEAST ON U.S. HIGHWAY
 FE0421'64 FOR 2.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 FE0421'32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 2.9 FEET
 FE0421'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0421'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH CONCRETE, SQUARE,
 FE0421'FLUSH MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0425 ***********************************************************************
 FE0425  DESIGNATION -  FREDS RM 1
 FE0425  PID         -  FE0425
 FE0425  STATE/COUNTY-  TN/HARDIN
 FE0425  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0425
 FE0425                         *CURRENT SURVEY CONTROL
 FE0425  ___________________________________________________________________
 FE0425* NAD 83(1986)-  35 13 23.     (N)    088 20 59.     (W)     SCALED    
 FE0425* NAVD 88     -       138.895  (meters)     455.69   (feet)  ADJUSTED  
 FE0425  ___________________________________________________________________
 FE0425  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0425  DYNAMIC HT  -         138.769 (meters)     455.28  (feet)  COMP
 FE0425  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0425
 FE0425  VERT ORDER  -  SECOND    CLASS 0
 FE0425
 FE0425.The horizontal coordinates were scaled from a topographic map and have
 FE0425.an estimated accuracy of +/- 6 seconds.
 FE0425
 FE0425.The orthometric height was determined by differential leveling
 FE0425.and adjusted by the National Geodetic Survey in June 1991..
 FE0425
 FE0425.The geoid height was determined by GEOID03.
 FE0425
 FE0425.The dynamic height is computed by dividing the NAVD 88
 FE0425.geopotential number by the normal gravity value computed on the
 FE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0425.degrees latitude (g = 980.6199 gals.).
 FE0425
 FE0425.The modeled gravity was interpolated from observed gravity values.
 FE0425
 FE0425;                    North         East    Units  Estimated Accuracy
 FE0425;SPC TN       -   101,280.      386,100.      MT  (+/- 180 meters Scaled)
 FE0425
 FE0425                          SUPERSEDED SURVEY CONTROL
 FE0425
 FE0425  NGVD 29 (??/??/??)  138.905  (m)          455.72   (f) ADJUSTED    2 0
 FE0425
 FE0425.Superseded values are not recommended for survey control.
 FE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0425.See file dsdata.txt to determine how the superseded data were derived.
 FE0425
 FE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD771986(NAD 83)
 FE0425_MARKER: DR = REFERENCE MARK DISK
 FE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0425_STAMPING: FREDS RM-1 1962
 FE0425_MARK LOGO: TNHD  
 FE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0425+STABILITY: SURFACE MOTION
 FE0425
 FE0425  HISTORY     - Date     Condition        Report By
 FE0425  HISTORY     - 1962     MONUMENTED       TNHD
 FE0425
 FE0425                          STATION DESCRIPTION
 FE0425
 FE0425'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0425'2 MI NE FROM ADAMSVILLE.
 FE0425'THIS MARK IS LOCATED AT THE FREDS 1962 STATION SITE, 24 FEET
 FE0425'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64.  THE MARK IS A STANDARD
 FE0425'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0425'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0423 ***********************************************************************
 FE0423  DESIGNATION -  FREDS RM 2
 FE0423  PID         -  FE0423
 FE0423  STATE/COUNTY-  TN/HARDIN
 FE0423  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0423
 FE0423                         *CURRENT SURVEY CONTROL
 FE0423  ___________________________________________________________________
 FE0423* NAD 83(1986)-  35 13 23.     (N)    088 21 00.     (W)     SCALED    
 FE0423* NAVD 88     -       138.818  (meters)     455.44   (feet)  ADJUSTED  
 FE0423  ___________________________________________________________________
 FE0423  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0423  DYNAMIC HT  -         138.691 (meters)     455.02  (feet)  COMP
 FE0423  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0423
 FE0423  VERT ORDER  -  SECOND    CLASS 0
 FE0423
 FE0423.The horizontal coordinates were scaled from a topographic map and have
 FE0423.an estimated accuracy of +/- 6 seconds.
 FE0423
 FE0423.The orthometric height was determined by differential leveling
 FE0423.and adjusted by the National Geodetic Survey in June 1991..
 FE0423
 FE0423.The geoid height was determined by GEOID03.
 FE0423
 FE0423.The dynamic height is computed by dividing the NAVD 88
 FE0423.geopotential number by the normal gravity value computed on the
 FE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0423.degrees latitude (g = 980.6199 gals.).
 FE0423
 FE0423.The modeled gravity was interpolated from observed gravity values.
 FE0423
 FE0423;                    North         East    Units  Estimated Accuracy
 FE0423;SPC TN       -   101,280.      386,080.      MT  (+/- 180 meters Scaled)
 FE0423
 FE0423                          SUPERSEDED SURVEY CONTROL
 FE0423
 FE0423  NGVD 29 (??/??/??)  138.828  (m)          455.47   (f) ADJUSTED    2 0
 FE0423
 FE0423.Superseded values are not recommended for survey control.
 FE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0423.See file dsdata.txt to determine how the superseded data were derived.
 FE0423
 FE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD771986(NAD 83)
 FE0423_MARKER: DR = REFERENCE MARK DISK
 FE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0423_STAMPING: FREDS RM-2 1962
 FE0423_MARK LOGO: TNHD  
 FE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0423+STABILITY: SURFACE MOTION
 FE0423
 FE0423  HISTORY     - Date     Condition        Report By
 FE0423  HISTORY     - 1962     MONUMENTED       TNHD
 FE0423
 FE0423                          STATION DESCRIPTION
 FE0423
 FE0423'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0423'2 MI NE FROM ADAMSVILLE.
 FE0423'THIS MARK IS LOCATED AT THE FREDS 1962 STATION SITE, 24 FEET
 FE0423'SOUTH OF U.S. HIGHWAY 64, 4 FEET NORTHWEST OF A POWER POLE.
 FE0423'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0423'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FE0423'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2012 ***********************************************************************
 GA2012  DESIGNATION -  FRENCH
 GA2012  PID         -  GA2012
 GA2012  STATE/COUNTY-  TN/JEFFERSON
 GA2012  USGS QUAD   -  WHITE PINE (1961)
 GA2012
 GA2012                         *CURRENT SURVEY CONTROL
 GA2012  ___________________________________________________________________
 GA2012* NAD 83(1995)-  36 02 38.23445(N)    083 20 28.22597(W)     ADJUSTED  
 GA2012* NAVD 88     -       341.793  (meters)    1121.37   (feet)  ADJUSTED  
 GA2012  ___________________________________________________________________
 GA2012  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GA2012  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2012  DYNAMIC HT  -         341.474 (meters)    1120.32  (feet)  COMP
 GA2012  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2012
 GA2012  HORZ ORDER  -  SECOND
 GA2012  VERT ORDER  -  SECOND    CLASS 0
 GA2012
 GA2012.The horizontal coordinates were established by classical geodetic methods
 GA2012.and adjusted by the National Geodetic Survey in April 1999..
 GA2012
 GA2012.The orthometric height was determined by differential leveling
 GA2012.and adjusted by the National Geodetic Survey in June 1991..
 GA2012
 GA2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2012
 GA2012.The geoid height was determined by GEOID03.
 GA2012
 GA2012.The dynamic height is computed by dividing the NAVD 88
 GA2012.geopotential number by the normal gravity value computed on the
 GA2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2012.degrees latitude (g = 980.6199 gals.).
 GA2012
 GA2012.The modeled gravity was interpolated from observed gravity values.
 GA2012
 GA2012;                    North         East     Units Scale Factor Converg.
 GA2012;SPC TN       -   193,046.600   839,556.237   MT  0.99995509   +1 33 23.7
 GA2012;SPC TN       -   633,353.72  2,754,444.09   sFT  0.99995509   +1 33 23.7
 GA2012;UTM  17      - 3,991,359.831   289,094.507   MT  1.00014811   -1 22 41.0
 GA2012
 GA2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2012!SPC TN       -   0.99995122  x   0.99995509  =   0.99990631
 GA2012!UTM  17      -   0.99995122  x   1.00014811  =   1.00009932
 GA2012
 GA2012:                Primary Azimuth Mark                     Grid Az
 GA2012:SPC TN       -  MAX PATCH                                126 36 26.8
 GA2012:UTM  17      -  MAX PATCH                                129 32 31.5
 GA2012
 GA2012|---------------------------------------------------------------------|
 GA2012| PID    Reference Object                     Distance      Geod. Az  |
 GA2012|                                                           dddmmss.s |
 GA2012| FB3319 MAX PATCH                           APPROX.44.2 KM 1280950.5 |
 GA2012| DB9392 FRENCH AZ MK                                       1405154.6 |
 GA2012| GA2013 FRENCH RM 1                                        19846     |
 GA2012| GA2011 FRENCH RM 2                                        28412     |
 GA2012|---------------------------------------------------------------------|
 GA2012
 GA2012                          SUPERSEDED SURVEY CONTROL
 GA2012
 GA2012  NAD 83(1995)-  36 02 38.23964(N)    083 20 28.22918(W) AD(       ) 2
 GA2012  NAD 83(1995)-  36 02 38.24069(N)    083 20 28.22951(W) AD(       ) 2
 GA2012  NAD 83(1995)-  36 02 38.24015(N)    083 20 28.22925(W) AD(       ) 2
 GA2012  NAD 83(1986)-  36 02 38.24472(N)    083 20 28.22933(W) AD(       ) 2
 GA2012  NAD 27      -  36 02 37.90900(N)    083 20 28.63200(W) AD(       ) 2
 GA2012  NGVD 29 (??/??/92)  341.953  (m)         1121.89   (f) ADJ UNCH    2 0
 GA2012
 GA2012.Superseded values are not recommended for survey control.
 GA2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2012.See file dsdata.txt to determine how the superseded data were derived.
 GA2012
 GA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8909591360(NAD 83)
 GA2012_MARKER: DE = TRAVERSE STATION DISK
 GA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2012_STAMPING: FRENCH 1961
 GA2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2012+STABILITY: SURFACE MOTION
 GA2012
 GA2012  HISTORY     - Date     Condition        Report By
 GA2012  HISTORY     - 1961     MONUMENTED       CGS
 GA2012  HISTORY     - 1961     GOOD             CGS
 GA2012  HISTORY     - 1980     GOOD             NGS
 GA2012  HISTORY     - 1980     GOOD             NGS
 GA2012
 GA2012                          STATION DESCRIPTION
 GA2012
 GA2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2012'THE STATION IS LOCATED 4 MILES EAST OF DANDRIDGE, ABOUT 0.1 MILE
 GA2012'NORTHWEST OF THE
 GA2012'INTERSTATE HIGHWAY BRIDGE OVER THE FRENCH BROAD RIVER AND ON THE
 GA2012'SOUTHWEST RIGHT-OF-WAY
 GA2012'OF THE INTERSTATE HIGHWAY WHICH IS NOW UNDER
 GA2012'CONSTRUCTION.
 GA2012'
 GA2012'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF U. S.
 GA2012'HIGHWAYS 70, 25W AND STATE
 GA2012'HIGHWAY 66 IN DANDRIDGE, GO EASTERLY ON U.  S.
 GA2012'HIGHWAYS 70 AND 25W FOR 4.5 MILES TO
 GA2012'A SIDE ROAD ON THE LEFT WHICH IS
 GA2012'ABOUT 30 YARDS BEFORE REACHING THE FRENCH BROAD RIVER
 GA2012'BRIDGE, TURN
 GA2012'LEFT AND GO 0.15 MILE TO THE INTERSTATE HIGHWAY 40 NOW UNDER
 GA2012'CONSTRUCTION, TURN
 GA2012'LEFT ALONG THE HIGHWAY RIGHT-OF-WAY AND GO ABOUT
 GA2012'75 YARDS TO THE TOP OF THE HIGHWAY
 GA2012'CUT AND THE STATION AS DESCRIBED.
 GA2012'
 GA2012'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED FRENCH 1961,
 GA2012'SET IN A SQUARE CONCRETE
 GA2012'MONUMENT WHICH IS FLUSH.  IT IS 19 FEET NORTH OF A
 GA2012'24-INCH TRIANGULAR BLAZED TREE, 17
 GA2012'FEET SOUTHWEST OF THE HIGHWAY CUT,
 GA2012'3.3 FEET NORTHWEST OF A WITNESS SIGN AND SET ON THE
 GA2012'HIGHWAY
 GA2012'RIGHT-OF-WAY.
 GA2012'
 GA2012'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FRENCH NO 1 1961,
 GA2012'SET IN A SQUARE CONCRETE
 GA2012'MONUMENT WHICH IS FLUSH.  IT IS 26.1 FEET SOUTHWEST
 GA2012'OF A WITNESS SIGN, 8 FEET SOUTH OF
 GA2012'A 24-INCH TRIANGULAR BLAZED TREE
 GA2012'AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GA2012'
 GA2012'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FRENCH NO 2 1961,
 GA2012'SET IN A SQUARE CONCRETE
 GA2012'MONUMENT WHICH IS FLUSH.  IT IS 29 FEET SOUTHWEST OF
 GA2012'THE HIGHWAY CUT, 27.9 FEET
 GA2012'NORTHWEST OF A WITNESS SIGN AND ABOUT 2
 GA2012'FEET LOWER THAN THE STATION MARK.
 GA2012'
 GA2012'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FRENCH 1961, CEMENTED IN
 GA2012'A DRILLED HOLE IN A BOULDER
 GA2012'WHICH IS FLUSH.  IT IS 93 FEET SOUTHEAST OF THE
 GA2012'SOUTHWEST CORNER OF THE FRENCH BROAD
 GA2012'RIVER BRIDGE, 29 FEET SOUTHWEST
 GA2012'OF THE CENTER OF U.  S.  HIGHWAYS 70 AND 25 W AND 11.0
 GA2012'FEET WEST OF A
 GA2012'WITNESS SIGN.
 GA2012'
 GA2012'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GA2012
 GA2012                          STATION RECOVERY (1961)
 GA2012
 GA2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2012'12 MI NW FROM NEWPORT.
 GA2012'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2012'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 7.5
 GA2012'MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO THE FIRST CUT
 GA2012'NORTHWEST OF THE BRIDGE OVER THE FRENCH RIVER (ABOUT 0.1 MILE).
 GA2012'THE STATION IS LOCATED AT THE CREST OF THE CUT ON THE SOUTHWEST
 GA2012'SIDE OF THE ROAD, 19 FT. NORTH OF A 24-INCH TRIANGULAR BLAZED
 GA2012'TREE, 17 FT. SOUTHWEST OF THE HIGHWAY CUT, AND 3.3 FT. NORTHWEST
 GA2012'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2012'FLUSH WITH THE GROUND AND IS ABOUT 25 FT. ABOVE THE LEVEL OF THE
 GA2012'HIGHWAY.
 GA2012
 GA2012                          STATION RECOVERY (1980)
 GA2012
 GA2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2012'THE STATION MARK WAS FOUND IN GOOD CONDITION ALONG WITH THE AZIMUTH
 GA2012'MARK.  REFERENCE MARK 1 WAS FOUND WITH THE TOP SHEARED OFF AND
 GA2012'REFERENCE MARK 2 WITH THE DISK GONE BUT THE STEM STILL IN PLACE.  THE
 GA2012'DISTANCE TO REFERENCE MARK 2 CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED
 GA2012'BY SEVERAL HUNDRED FEET OF GROWTH.  REFERENCE MARKS 3 AND 4 WERE
 GA2012'SET.  A NEW DESCRIPTION FOLLOWS FOR THE NEW MARKS.
 GA2012'
 GA2012'THE STATION MARK IS 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 GA2012'LINE OF INTERSTATE HIGHWAY 81 AND ABOUT 0.1 MILE SOUTHWEST OF THE
 GA2012'JUNCTION OF I 81 AND STATE HIGHWAY 66A.
 GA2012'
 GA2012'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 GA2012'2 INCHES, STAMPED---FRENCH 1961 NO 3 1980---35 FEET NORTHEAST OF
 GA2012'A 24 INCH TRIANGULAR BLAZED OAK TREE AND 1 FOOT SOUTH OF THE FENCE.
 GA2012'
 GA2012'REFERENCE MARK 4 IS 9 FEET SOUTHEAST OF THE OAK TREE AND 29 FEET
 GA2012'SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GA2012'STAMPED---FRENCH 1961 NO 4 1980.
 GA2012
 GA2012                          STATION RECOVERY (1980)
 GA2012
 GA2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2012'THE MARK IS 3 FEET OF THE RIGHT-OF-WAY FENCE LINE OF INTERSTATE
 GA2012'HIGHWAY 81 AND HAS 2 IRON PINS DRIVEN ON EACH SIDE OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3246 ***********************************************************************
 GA3246  DESIGNATION -  FRENCH RM 3
 GA3246  PID         -  GA3246
 GA3246  STATE/COUNTY-  TN/JEFFERSON
 GA3246  USGS QUAD   -  WHITE PINE (1961)
 GA3246
 GA3246                         *CURRENT SURVEY CONTROL
 GA3246  ___________________________________________________________________
 GA3246* NAD 83(1986)-  36 02 37.     (N)    083 20 28.     (W)     SCALED    
 GA3246* NAVD 88     -       341.84   (meters)    1121.5    (feet)  RESET     
 GA3246  ___________________________________________________________________
 GA3246  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3246
 GA3246  VERT ORDER  -  THIRD
 GA3246
 GA3246.The horizontal coordinates were scaled from a topographic map and have
 GA3246.an estimated accuracy of +/- 6 seconds.
 GA3246
 GA3246.The orthometric height was computed from unverified reset data.
 GA3246.No vertical observational check was made to the station.
 GA3246
 GA3246.The geoid height was determined by GEOID03.
 GA3246
 GA3246;                    North         East    Units  Estimated Accuracy
 GA3246;SPC TN       -   193,010.      839,560.      MT  (+/- 180 meters Scaled)
 GA3246
 GA3246                          SUPERSEDED SURVEY CONTROL
 GA3246
 GA3246  NGVD 29 (10/12/01)  342.00   (m)         1122.0    (f) RESET       3  
 GA3246
 GA3246.Superseded values are not recommended for survey control.
 GA3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3246.See file dsdata.txt to determine how the superseded data were derived.
 GA3246
 GA3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV890913(NAD 83)
 GA3246_MARKER: DR = REFERENCE MARK DISK
 GA3246_SETTING: 0 = UNSPECIFIED SETTING
 GA3246_STAMPING: FRENCH 1961 NO 3 1980
 GA3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3246
 GA3246  HISTORY     - Date     Condition        Report By
 GA3246  HISTORY     - 1980     MONUMENTED       NGS
 GA3246
 GA3246                          STATION DESCRIPTION
 GA3246
 GA3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3246'12.0 MI NW FROM NEWPORT.
 GA3246'FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA3246'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA3246'7.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO THE FIRST
 GA3246'CUT NORTHWEST OF THE BRIDGE OVER THE FRENCH RIVER,(ABOUT
 GA3246'0.1 MILE) TO STATION, 14.9 FEET SOUTHEAST OF THE STATION MARK,
 GA3246'3 FEET NORTHEAST OF A TRIANGULAR BLAZED 24-INCH
 GA3246'OAK TREE, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF
 GA3246'INTERSTATE HIGHWAY 81, A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA3246'MAGNETS.
 GA3246'THE MARK IS 12 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3247 ***********************************************************************
 GA3247  DESIGNATION -  FRENCH RM 4
 GA3247  PID         -  GA3247
 GA3247  STATE/COUNTY-  TN/JEFFERSON
 GA3247  USGS QUAD   -  WHITE PINE (1961)
 GA3247
 GA3247                         *CURRENT SURVEY CONTROL
 GA3247  ___________________________________________________________________
 GA3247* NAD 83(1986)-  36 02 37.     (N)    083 20 28.     (W)     SCALED    
 GA3247* NAVD 88     -       340.98   (meters)    1118.7    (feet)  RESET     
 GA3247  ___________________________________________________________________
 GA3247  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3247
 GA3247  VERT ORDER  -  THIRD
 GA3247
 GA3247.The horizontal coordinates were scaled from a topographic map and have
 GA3247.an estimated accuracy of +/- 6 seconds.
 GA3247
 GA3247.The orthometric height was computed from unverified reset data.
 GA3247.No vertical observational check was made to the station.
 GA3247
 GA3247.The geoid height was determined by GEOID03.
 GA3247
 GA3247;                    North         East    Units  Estimated Accuracy
 GA3247;SPC TN       -   193,010.      839,560.      MT  (+/- 180 meters Scaled)
 GA3247
 GA3247                          SUPERSEDED SURVEY CONTROL
 GA3247
 GA3247  NGVD 29 (10/12/01)  341.14   (m)         1119.2    (f) RESET       3  
 GA3247
 GA3247.Superseded values are not recommended for survey control.
 GA3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3247.See file dsdata.txt to determine how the superseded data were derived.
 GA3247
 GA3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV890913(NAD 83)
 GA3247_MARKER: DR = REFERENCE MARK DISK
 GA3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3247_STAMPING: FRENCH 1961 NO 4 1980
 GA3247_PROJECTION: FLUSH
 GA3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3247+STABILITY: SURFACE MOTION
 GA3247
 GA3247  HISTORY     - Date     Condition        Report By
 GA3247  HISTORY     - 1980     MONUMENTED       NGS
 GA3247
 GA3247                          STATION DESCRIPTION
 GA3247
 GA3247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3247'12.0 MI NW FROM NEWPORT.
 GA3247'FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA3247'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA3247'7.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO THE FIRST
 GA3247'CUT NORTHWEST OF THE BRIDGE OVER THE FRENCH RIVER,(ABOUT
 GA3247'0.1 MILE) TO STATION, 27.4 FEET SOUTHWEST OF THE STATION
 GA3247'MARK, 9 FEET SOUTHEAST OF A TRIANGULAR BLAZED 24-INCH OAK
 GA3247'TREE AND 29 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE OF INTERSTATE
 GA3247'HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0545 ***********************************************************************
 GC0545  DESIGNATION -  FREY 2
 GC0545  PID         -  GC0545
 GC0545  STATE/COUNTY-  TN/ROBERTSON
 GC0545  USGS QUAD   -  WHITE HOUSE (1981)
 GC0545
 GC0545                         *CURRENT SURVEY CONTROL
 GC0545  ___________________________________________________________________
 GC0545* NAD 83(1995)-  36 28 21.39734(N)    086 40 59.21144(W)     ADJUSTED  
 GC0545* NAVD 88     -       262.36   (meters)     860.8    (feet)  RESET     
 GC0545  ___________________________________________________________________
 GC0545  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GC0545  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0545
 GC0545  HORZ ORDER  -  SECOND
 GC0545  VERT ORDER  -  THIRD
 GC0545
 GC0545.The horizontal coordinates were established by classical geodetic methods
 GC0545.and adjusted by the National Geodetic Survey in April 1999..
 GC0545
 GC0545.The orthometric height was computed from unverified reset data.
 GC0545.No vertical observational check was made to the station.
 GC0545
 GC0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0545
 GC0545.The geoid height was determined by GEOID03.
 GC0545
 GC0545;                    North         East     Units Scale Factor Converg.
 GC0545;SPC TN       -   237,570.291   538,777.352   MT  1.00001040   -0 23 59.7
 GC0545;SPC TN       -   779,428.53  1,767,638.70   sFT  1.00001040   -0 23 59.7
 GC0545;UTM  16      - 4,036,416.592   528,388.818   MT  0.99960993   +0 11 18.1
 GC0545
 GC0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0545!SPC TN       -   0.99996348  x   1.00001040  =   0.99997388
 GC0545!UTM  16      -   0.99996348  x   0.99960993  =   0.99957342
 GC0545
 GC0545|---------------------------------------------------------------------|
 GC0545| PID    Reference Object                     Distance      Geod. Az  |
 GC0545|                                                           dddmmss.s |
 GC0545| GC0546 FREY 2 RM 3                           9.107 METERS 00558     |
 GC0545| GC0542 FREY AZ MK                          APPROX. 0.8 KM 1523312.2 |
 GC0545| GC0547 FREY 2 RM 4                          29.588 METERS 18946     |
 GC0545| GC0543 FREY RM 2                            30.852 METERS 21820     |
 GC0545| GC0544 FREY                                 21.776 METERS 29155     |
 GC0545|---------------------------------------------------------------------|
 GC0545
 GC0545                          SUPERSEDED SURVEY CONTROL
 GC0545
 GC0545  NAD 83(1995)-  36 28 21.39806(N)    086 40 59.21241(W) AD(       ) 2
 GC0545  NAD 83(1995)-  36 28 21.40362(N)    086 40 59.21481(W) AD(       ) 2
 GC0545  NAD 83(1986)-  36 28 21.40670(N)    086 40 59.21460(W) AD(       ) 2
 GC0545  NAD 27      -  36 28 21.24510(N)    086 40 59.23342(W) AD(       ) 2
 GC0545  NGVD 29 (10/12/01)  262.42   (m)          861.0    (f) RESET       3  
 GC0545
 GC0545.Superseded values are not recommended for survey control.
 GC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0545.See file dsdata.txt to determine how the superseded data were derived.
 GC0545
 GC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2838936417(NAD 83)
 GC0545_MARKER: DB = BENCH MARK DISK
 GC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0545_STAMPING: FREY 2 1974
 GC0545_MARK LOGO: NGS   
 GC0545_PROJECTION: RECESSED 8 CENTIMETERS
 GC0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0545+STABILITY: SURFACE MOTION
 GC0545
 GC0545  HISTORY     - Date     Condition        Report By
 GC0545  HISTORY     - 1974     MONUMENTED       NGS
 GC0545  HISTORY     - 1974     GOOD             NGS
 GC0545  HISTORY     - 19850702 GOOD             NGS
 GC0545
 GC0545                          STATION DESCRIPTION
 GC0545
 GC0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GC0545'THE STATION IS LOCATED AT THE WEST EDGE OF THE CITY LIMITS OF
 GC0545'WHITE HOUSE, ON THE PROPERTY OF MR. GERALD KELLY AND RIGHT-OF-WAY
 GC0545'OF NEW ROAD, 47 FEET EAST OF THE CENTERLINE OF ROAD, 176 FEET
 GC0545'SOUTH OF A POWER POLE, 98 FEET NORTH OF A POWER POLE AND 1 FOOT
 GC0545'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 GC0545'AND THE DISK IS STAMPED FREY 2 1974.
 GC0545'
 GC0545'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65
 GC0545'AND STATE HIGHWAY 76 AT THE WEST EDGE OF WHITE HOUSE GO WEST ON
 GC0545'HIGHWAY 76 FOR 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 GC0545'NORTHEAST AND NORTH ON PAVED ROAD FOR 0.4 MILE TO TOP OF SMALL
 GC0545'GRADE AND THE STATION ON THE RIGHT.
 GC0545'
 GC0545'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO EAST ON HIGHWAY
 GC0545'76 FOR 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 GC0545'PAVED ROAD FOR 0.15 MILE TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 GC0545'SOUTH FOR ABOUT 200 FEET TO AN ABANDONED HOUSE AND THE AZIMUTH
 GC0545'MARK ABOUT 200 FEET SOUTH OF THE HOUSE.
 GC0545'
 GC0545'REFERENCE MARK 3 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT LONG POST
 GC0545'WITH A DISK ATTACHED TO THE TOP AND STAMPED FREY 2 NO 3 1974, 146
 GC0545'FEET SOUTH OF POWER POLE, 47 FEET EAST OF THE CENTERLINE OF ROAD
 GC0545'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 4
 GC0545'INCHES.
 GC0545'
 GC0545'REFERENCE MARK 4 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT LONG POST
 GC0545'WITH A DISK ATTACHED TO THE TOP AND STAMPED FREY 2 NO 4 1974, 1
 GC0545'FOOT NORTH OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 GC0545'POST, 36 FEET EAST OF THE CENTERLINE OF THE ROAD AND PROJECTING
 GC0545'4 INCHES.
 GC0545'
 GC0545'THE AZIMUTH MARK IS 5 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE,
 GC0545'2 FEET WEST OF FENCE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 GC0545'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FREY 1959.
 GC0545'
 GC0545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC0545
 GC0545                          STATION RECOVERY (1974)
 GC0545
 GC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC0545'AT WHITE HOUSE.
 GC0545'0.25 MILE WEST ALONG STATE HIGHWAY 76 FROM ITS JUNCTION WITH
 GC0545'INTERSTATE HIGHWAY 65, THENCE NORTHEAST AND NORTH ON PAVED ROAD
 GC0545'FOR 0.4 MILE TO TOP OF SMALL GRADE AND MARK ON RIGHT, 47 FEET
 GC0545'EAST OF THE CENTERLINE OF THE ROAD, 176 FEET SOUTH OF A POWER
 GC0545'POLE, 98 FEET NORTH OF A POWER POLE, 1 FOOT NORTH OF A METAL
 GC0545'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST
 GC0545'PROJECTING 2 INCHES.
 GC0545
 GC0545                          STATION RECOVERY (1985)
 GC0545
 GC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 GC0545'ALL MARKS WERE RECOVERED IN GOOD CONDITION BUT THE AZIMUTH MARK WAS
 GC0545'NOT VISIBLE FROM THE STATION.  THE DIRECTION TO RM 3 AND RM 4 CHECKED
 GC0545'AS DID THE DISTANCE TO RM 3.  THE DISTANCE TO RM 4 WAS LONGER BY 0.017
 GC0545'METERS.  (0.056 FT) A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE
 GC0545'WAS THEN DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 GC0545' 
 GC0545'THE STATION IS LOCATED ABOUT .34 KM (0.20 MI) NORTH OF NASHVILLE,
 GC0545'4.8 KM (3.00 MI) WEST OF WHITEHOUSE, AND ON THE RIGHT OF WAY OF
 GC0545'INDUSTRIAL DRIVE AT THE WEST EDGE OF A CULTIVATED FIELD.  TO REACH THE
 GC0545'STATION FROM THE JUNCTION OF INTERSTATE 65 AND STATE ROUTE 76, GO WEST
 GC0545'0.4 KM (0.25 MI) ON ROUTE 76 THEN NORTH ON INDUSTRIAL DRIVE FOR 0.6 KM
 GC0545'(0.35 MI) TO THE MARK ON THE RIGHT.
 GC0545' 
 GC0545'THE STATION IS A STANDARD NGS DISK STAMPED---FREY 2 1974---, SET INTO
 GC0545'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 GC0545'RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 GC0545'30.2 METERS (99.1 FT) NORTH-NORTHEAST FROM A POWER POLE, 14.2 METERS
 GC0545'(46.6 FT) EAST FROM THE CENTERLINE OF THE ROAD, 7.9 METERS (25.9 FT)
 GC0545'EAST-SOUTHEAST FROM A MAN HOLE, 0.45 METERS (1.48 FT) NORTH FROM A
 GC0545'METAL WITNESS POST.
 GC0545' 
 GC0545'REFERENCE MARK NO 3 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT (0.9 M)
 GC0545'LONG POST WITH A DISK ATTACHED TO THE TOP AND STAMPED---FREY 2 NO 3
 GC0545'1974---, SET FLUSH WITH GROUND.  THE STATION IS LOCATED 14.3 METERS
 GC0545'(46.9 FT) EAST FROM THE CENTERLINE OF THE ROAD, 10.7 METERS (35.1 FT)
 GC0545'NORTHEAST FROM A MAN HOLE, 0.3 METERS (1.0 FT) SOUTH FROM A METAL
 GC0545'WITNESS POST.
 GC0545' 
 GC0545'REFERENCE MARK NO 4 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT (0.9 M)
 GC0545'LONG POST WITH A DISK ATTACHED TO THE TOP STAMPED---FREY 2 NO 4 1974--
 GC0545'AND SET FLUSH WITH GROUND.  THE STATION IS LOCATED 31.7 METERS
 GC0545'(104.0 FT) SOUTH FROM A MAN HOLE, 10.7 METERS (35.1 FT) EAST FROM THE
 GC0545'CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) NORTH FROM A POWER POLE,
 GC0545'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GC0545' 
 GC0545'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---FREY 2 1974 NO 2
 GC0545'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 GC0545'(25 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND. THE
 GC0545'STATION IS LOCATED 12.2 METERS (40.0 FT) WEST FROM THE CENTERLINE OF
 GC0545'THE ROAD, 1.1 METERS (3.6 FT) SOUTHEAST FROM POWER POLE NUMBER
 GC0545'G3419PT1 AND TELEPHONE JUNCTION BOX, 0.9 METERS (3.0 FT) NORTH FROM A
 GC0545'FIBERGLASS WITNESS POST, 0.5 METERS (1.6 FT) EAST FROM A WIRE FENCE.
 GC0545'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) NORTH OF NASHVILLE, 5 KM
 GC0545'(3.10 MI) WEST OF WHITEHOUSE, ON THE RIGHT OF WAY OF INDUSTRIAL DRIVE
 GC0545'AT THE EAST EDGE OF A FIELD.  TO REACH THE STATION FROM THE JUNCTION
 GC0545'OF INTERSTATE 65 AND STATE ROUTE 76 GO 0.4 KM (0.25 MI) WEST ON ROUTE
 GC0545'76 THEN NORTH 1 KM (0.60 MI) ON INDUSTRIAL DRIVE TO THE MARK ON THE
 GC0545'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0546 ***********************************************************************
 GC0546  DESIGNATION -  FREY 2 RM 3
 GC0546  PID         -  GC0546
 GC0546  STATE/COUNTY-  TN/ROBERTSON
 GC0546  USGS QUAD   -  WHITE HOUSE (1981)
 GC0546
 GC0546                         *CURRENT SURVEY CONTROL
 GC0546  ___________________________________________________________________
 GC0546* NAD 83(1986)-  36 28 21.     (N)    086 41 00.     (W)     SCALED    
 GC0546* NAVD 88     -       262.39   (meters)     860.9    (feet)  RESET     
 GC0546  ___________________________________________________________________
 GC0546  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0546
 GC0546  VERT ORDER  -  THIRD
 GC0546
 GC0546.The horizontal coordinates were scaled from a topographic map and have
 GC0546.an estimated accuracy of +/- 6 seconds.
 GC0546
 GC0546.The orthometric height was computed from unverified reset data.
 GC0546.No vertical observational check was made to the station.
 GC0546
 GC0546.The geoid height was determined by GEOID03.
 GC0546
 GC0546;                    North         East    Units  Estimated Accuracy
 GC0546;SPC TN       -   237,560.      538,760.      MT  (+/- 180 meters Scaled)
 GC0546
 GC0546                          SUPERSEDED SURVEY CONTROL
 GC0546
 GC0546  NGVD 29 (10/12/01)  262.45   (m)          861.1    (f) RESET       3  
 GC0546
 GC0546.Superseded values are not recommended for survey control.
 GC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0546.See file dsdata.txt to determine how the superseded data were derived.
 GC0546
 GC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF283364(NAD 83)
 GC0546_MARKER: DR = REFERENCE MARK DISK
 GC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0546_STAMPING: FREY 2 NO 3 1974
 GC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0546+STABILITY: SURFACE MOTION
 GC0546
 GC0546  HISTORY     - Date     Condition        Report By
 GC0546  HISTORY     - 1974     MONUMENTED       NGS
 GC0546
 GC0546                          STATION DESCRIPTION
 GC0546
 GC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC0546'AT WHITE HOUSE.
 GC0546'0.25 MILE WEST ALONG STATE HIGHWAY 76 FROM ITS JUNCTION WITH
 GC0546'INTERSTATE HIGHWAY 65 TO A ROAD RIGHT, THENCE NORTHEAST AND
 GC0546'NORTH ON PAVED ROAD FOR 0.4 MILE TO TOP OF SMALL GRADE AND MARK
 GC0546'ON THE RIGHT, 146 FEET SOUTH OF A METAL WITNESS POST, 47 FEET
 GC0546'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A METAL
 GC0546'WITNESS POST, A STANDARD CAP ATTACHED TO THE TOP OF A 3 FOOT
 GC0546'ALUMINUM POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0547 ***********************************************************************
 GC0547  DESIGNATION -  FREY 2 RM 4
 GC0547  PID         -  GC0547
 GC0547  STATE/COUNTY-  TN/ROBERTSON
 GC0547  USGS QUAD   -  WHITE HOUSE (1981)
 GC0547
 GC0547                         *CURRENT SURVEY CONTROL
 GC0547  ___________________________________________________________________
 GC0547* NAD 83(1986)-  36 28 21.     (N)    086 41 00.     (W)     SCALED    
 GC0547* NAVD 88     -       262.37   (meters)     860.8    (feet)  RESET     
 GC0547  ___________________________________________________________________
 GC0547  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0547
 GC0547  VERT ORDER  -  THIRD
 GC0547
 GC0547.The horizontal coordinates were scaled from a topographic map and have
 GC0547.an estimated accuracy of +/- 6 seconds.
 GC0547
 GC0547.The orthometric height was computed from unverified reset data.
 GC0547.No vertical observational check was made to the station.
 GC0547
 GC0547.The geoid height was determined by GEOID03.
 GC0547
 GC0547;                    North         East    Units  Estimated Accuracy
 GC0547;SPC TN       -   237,560.      538,760.      MT  (+/- 180 meters Scaled)
 GC0547
 GC0547                          SUPERSEDED SURVEY CONTROL
 GC0547
 GC0547  NGVD 29 (10/12/01)  262.43   (m)          861.0    (f) RESET       3  
 GC0547
 GC0547.Superseded values are not recommended for survey control.
 GC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0547.See file dsdata.txt to determine how the superseded data were derived.
 GC0547
 GC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF283364(NAD 83)
 GC0547_MARKER: DR = REFERENCE MARK DISK
 GC0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0547_STAMPING: FREY 2 NO 4 1974
 GC0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0547+STABILITY: SURFACE MOTION
 GC0547
 GC0547  HISTORY     - Date     Condition        Report By
 GC0547  HISTORY     - 1974     MONUMENTED       NGS
 GC0547
 GC0547                          STATION DESCRIPTION
 GC0547
 GC0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC0547'AT WHITE HOUSE.
 GC0547'0.25 MILE WEST ALONG STATE HIGHWAY 76 FROM ITS JUNCTION WITH
 GC0547'INTERSTATE HIGHWAY 65 TO A ROAD RIGHT, THENCE NORTHEAST AND
 GC0547'NORTH ON PAVED ROAD FOR 0.4 MILE TO TOP OF GRADE AND THE
 GC0547'MARK ON THE RIGHT, 1 FOOT NORTH OF A POWER POLE, 1 FOOT
 GC0547'SOUTHEAST OF A METAL WITNESS POST, 36 FEET EAST OF THE CENTERLINE
 GC0547'OF ROAD, A STANDARD ALUMINUM CAP ATTACHED TO THE TOP OF A
 GC0547'3 FOOT PRE-CAST ALUMINUM POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3561 ***********************************************************************
 GA3561  DESIGNATION -  FRIEND
 GA3561  PID         -  GA3561
 GA3561  STATE/COUNTY-  TN/CLAIBORNE
 GA3561  USGS QUAD   -  AUSMUS (1980)
 GA3561
 GA3561                         *CURRENT SURVEY CONTROL
 GA3561  ___________________________________________________________________
 GA3561* NAD 83(1995)-  36 28 58.26948(N)    083 46 08.86634(W)     ADJUSTED  
 GA3561* NAVD 88     -       516.6    (meters)    1695.     (feet)  VERTCON   
 GA3561  ___________________________________________________________________
 GA3561  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 GA3561  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA3561
 GA3561  HORZ ORDER  -  SECOND
 GA3561
 GA3561.The horizontal coordinates were established by classical geodetic methods
 GA3561.and adjusted by the National Geodetic Survey in April 1999..
 GA3561
 GA3561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3561
 GA3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3561
 GA3561.The geoid height was determined by GEOID03.
 GA3561
 GA3561;                    North         East     Units Scale Factor Converg.
 GA3561;SPC TN       -   240,771.575   799,895.369   MT  1.00001241   +1 18 21.7
 GA3561;SPC TN       -   789,931.41  2,624,323.39   sFT  1.00001241   +1 18 21.7
 GA3561;UTM  17      - 4,041,072.006   251,926.665   MT  1.00035828   -1 38 50.3
 GA3561
 GA3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3561!SPC TN       -   0.99992369  x   1.00001241  =   0.99993610
 GA3561!UTM  17      -   0.99992369  x   1.00035828  =   1.00028195
 GA3561
 GA3561|---------------------------------------------------------------------|
 GA3561| PID    Reference Object                     Distance      Geod. Az  |
 GA3561|                                                           dddmmss.s |
 GA3561| DB9394 FRIEND RM 1                           5.169 METERS 04526     |
 GA3561| DB9395 FRIEND RM 2                           6.103 METERS 14613     |
 GA3561| DB9393 FRIEND AZ MK                                       3442838.8 |
 GA3561|---------------------------------------------------------------------|
 GA3561
 GA3561                          SUPERSEDED SURVEY CONTROL
 GA3561
 GA3561  NAD 83(1995)-  36 28 58.27086(N)    083 46 08.86739(W) AD(       ) 2
 GA3561  NAD 83(1995)-  36 28 58.27446(N)    083 46 08.86482(W) AD(       ) 2
 GA3561  NAD 83(1995)-  36 28 58.27777(N)    083 46 08.86746(W) AD(       ) 2
 GA3561  NAD 83(1986)-  36 28 58.27997(N)    083 46 08.86624(W) AD(       ) 2
 GA3561  NAD 27      -  36 28 57.99361(N)    083 46 09.16707(W) AD(       ) 2
 GA3561  NGVD 29 (07/19/86)  516.8    (m)         1696.     (f) VERT ANG       
 GA3561
 GA3561.Superseded values are not recommended for survey control.
 GA3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3561.See file dsdata.txt to determine how the superseded data were derived.
 GA3561
 GA3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5192741072(NAD 83)
 GA3561_MARKER: DD = SURVEY DISK
 GA3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3561
 GA3561  HISTORY     - Date     Condition        Report By
 GA3561  HISTORY     - 1964     MONUMENTED       TNHD
 GA3561
 GA3561                          STATION DESCRIPTION
 GA3561
 GA3561'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3561'THE STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF LAFOLLETTE AND
 GA3561'ABOUT 8 MILES SOUTHWEST OF
 GA3561'AUTHUR.
 GA3561'
 GA3561'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 6.8 MILES
 GA3561'NORTHEAST ON STATE ROUTE 63
 GA3561'TO A PAVED ROAD ON THE RIGHT (YOKUM LANE), TURN
 GA3561'RIGHT, SOUTHEAST, AND GO 0.9 MILE TO
 GA3561'A CROSSROAD WHERE THE PAVED ROAD
 GA3561'TURNS RIGHT AND THE BEN HENSLEY STORE ON THE LEFT, HERE
 GA3561'CONTINUE
 GA3561'STRAIGHT AHEAD ON A GRAVELED ROAD FOR 0.25 MILE SOUTH TO THE AZIMUTH
 GA3561'MARK ON THE RIGHT,
 GA3561'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.05 MILES
 GA3561'TO A WIRE GAP IN A FENCE ON THE
 GA3561'RIGHT, JUST NORTH OF A SMALL
 GA3561'CEMETERY, TURN RIGHT, EAST, AND GO 0.15 MILE TO
 GA3561'THE TOP OF AN OPEN
 GA3561'KNOLL TO THE FRIENDSHIP FIRE LOOKOUT STATION (NOT A TOWER) AND THE
 GA3561'STATION AS
 GA3561'DESCRIBED.
 GA3561'
 GA3561'THE STATION IS 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 GA3561'WOODEN SHED 38 FEET
 GA3561'NORTHEAST OF THE APPROXIMATE CENTER OF A GAP IN A FENCE AND
 GA3561'11 FEET SOUTHWEST OF THE
 GA3561'SOUTHWEST CORNER OF THE LOOKOUT BUILDING
 GA3561'(PAINTED GREEN).  THE SURFACE AND
 GA3561'UNDERGROUND MARKS ARE STANDARD
 GA3561'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA3561'STAMPED FRIEND
 GA3561'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA3561'THE SURFACE DISK
 GA3561'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3561'MONUMENT.
 GA3561'
 GA3561'REFERENCE MARK NO. 1 IS 63.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GA3561'SHED AND 2.5 FEET NORTHWEST
 GA3561'OF THE NORTHWEST CORNER OF THE LOOKOUT BUILDING.
 GA3561'IT IS A STANDARD TENNESSEE HIGHWAY
 GA3561'DEPARTMENT DISK SET IN A 10-INCH
 GA3561'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3561'STAMPED FRIEND RM-1
 GA3561'1964.
 GA3561'
 GA3561'REFERENCE MARK NO. 2 IS 43 FEET EAST OF A FENCE AND 18 FEET SOUTH OF
 GA3561'THE NORTHEAST CORNER
 GA3561'OF THE LOOKOUT BUILDING.  IT IS A STANDARD TENNESSEE
 GA3561'HIGHWAY DEPARTMENT DISK SET IN A
 GA3561'10-INCH SQUARE, FLUSH, CONCRETE
 GA3561'MONUMENT AND THE DISK IS STAMPED FRIEND RM-2 1964.
 GA3561'
 GA3561'THE AZIMUTH MARK IS 28.5 FEET SOUTHWEST OF GROVER PARTINS MAIL BOX, 9
 GA3561'FEET WEST OF THE
 GA3561'APPROXIMATE CENTER OF A GRAVELED ROAD, 8 FEET SOUTHEAST
 GA3561'OF THE APPROXIMATE CENTER OF A
 GA3561'WOODEN GATE, 1.8 FEET NORTH OF A
 GA3561'WITNESS POST AND 1 FOOT EAST OF A FENCE.  IT IS A
 GA3561'STANDARD TENNESSEE
 GA3561'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3561'MONUMENT AND THE
 GA3561'DISK IS STAMPED FRIEND AZI 1964.
 GA3561'
 GA3561'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3561'
 GA3561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2418 ***********************************************************************
 FE2418  DESIGNATION -  FRIENDSHIP
 FE2418  PID         -  FE2418
 FE2418  STATE/COUNTY-  TN/CROCKETT
 FE2418  USGS QUAD   -  FRIENDSHIP (1981)
 FE2418
 FE2418                         *CURRENT SURVEY CONTROL
 FE2418  ___________________________________________________________________
 FE2418* NAD 83(1995)-  35 54 49.29255(N)    089 14 46.75262(W)     ADJUSTED  
 FE2418* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FE2418  ___________________________________________________________________
 FE2418  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE2418  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2418
 FE2418  HORZ ORDER  -  SECOND
 FE2418
 FE2418.The horizontal coordinates were established by classical geodetic methods
 FE2418.and adjusted by the National Geodetic Survey in April 1999..
 FE2418
 FE2418.The orthometric height was scaled from a topographic map.
 FE2418
 FE2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2418
 FE2418.The geoid height was determined by GEOID03.
 FE2418
 FE2418;                    North         East     Units Scale Factor Converg.
 FE2418;SPC TN       -   180,198.462   307,049.767   MT  0.99994936   -1 54 01.9
 FE2418;SPC TN       -   591,201.12  1,007,379.11   sFT  0.99994936   -1 54 01.9
 FE2418;UTM  16      - 3,976,707.069   297,307.797   MT  1.00010627   -1 19 05.0
 FE2418
 FE2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2418!SPC TN       -   0.99998384  x   0.99994936  =   0.99993320
 FE2418!UTM  16      -   0.99998384  x   1.00010627  =   1.00009011
 FE2418
 FE2418|---------------------------------------------------------------------|
 FE2418| PID    Reference Object                     Distance      Geod. Az  |
 FE2418|                                                           dddmmss.s |
 FE2418| FE2867 FRIENDSHIP RM 1                      18.451 METERS 05503     |
 FE2418| FE2869 FRIENDSHIP AZ MK                                   0772131.2 |
 FE2418| FE2411 CROCKETT MILLS CUPOLA               APPROX. 9.1 KM 1232803.4 |
 FE2418| FE2417 FRIENDSHIP MUN STANDPIPE             61.660 METERS 16435     |
 FE2418| FE2413 MAURY CITY MUN TANK                 APPROX.11.0 KM 1710242.5 |
 FE2418| FE2868 FRIENDSHIP RM 2                      21.851 METERS 33437     |
 FE2418|---------------------------------------------------------------------|
 FE2418
 FE2418                          SUPERSEDED SURVEY CONTROL
 FE2418
 FE2418  NAD 83(1995)-  35 54 49.29689(N)    089 14 46.75427(W) AD(       ) 2
 FE2418  NAD 83(1986)-  35 54 49.30372(N)    089 14 46.75284(W) AD(       ) 2
 FE2418  NAD 27      -  35 54 49.04170(N)    089 14 46.50040(W) AD(       ) 2
 FE2418
 FE2418.Superseded values are not recommended for survey control.
 FE2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2418.See file dsdata.txt to determine how the superseded data were derived.
 FE2418
 FE2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9730876707(NAD 83)
 FE2418_MARKER: DS = TRIANGULATION STATION DISK
 FE2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2418_STAMPING: FRIENDSHIP 1959
 FE2418_PROJECTION: FLUSH
 FE2418_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2418
 FE2418  HISTORY     - Date     Condition        Report By
 FE2418  HISTORY     - 1959     MONUMENTED       CGS
 FE2418  HISTORY     - 1967     GOOD             CGS
 FE2418  HISTORY     - 19961105 GOOD             USE
 FE2418
 FE2418                          STATION DESCRIPTION
 FE2418
 FE2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2418'THE STATION IS IN THE WEST EDGE OF FRIENDSHIP, ON PROPERTY OWNED BY
 FE2418'MR. T. A. HIGHFILL. IT IS 188.71 FEET NORTH OF THE FRIENDSHIP
 FE2418'MUNICIPAL STANDPIPE, 139 FEET WEST OF THE NORTHWEST CORNER OF A
 FE2418'HOUSE, 122 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 FE2418'DRIVEWAY AND A GRAVELED ROAD, 108 FEET EAST OF THE CENTERLINE OF A
 FE2418'GRAVELED ROAD AND 67 FEET NORTH OF THE CENTERLINE OF A
 FE2418'DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRIENDSHIP
 FE2418'1959.
 FE2418'
 FE2418'*TO REACH THE STATION FROM THE HIGH SCHOOL IN FRIENDSHIP, GO WEST ON
 FE2418'A PAVED ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT, SOUTH,
 FE2418'AND GO 0.05 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON A
 FE2418'PAVED ROAD FOR 0.15 MILE TO A T-INTERSECTION. TURN RIGHT,
 FE2418'NORTH, AND GO 0.2 MILE TO A DRIVEWAY AND THE STATION ON THE RIGHT.
 FE2418'
 FE2418'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON HIGHWAY 20
 FE2418'FOR 0.25 MILE TO A CEMETERY AND THE AZIMUTH MARK ON THE RIGHT NEAR
 FE2418'THE NORTH CORNER OF THE CEMETERY.
 FE2418'
 FE2418'REFERENCE MARK 1 IS 94 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2418'HOUSE, 85 FEET SOUTH OF A FENCE AND 58 FEET NORTH OF THE CENTERLINE
 FE2418'OF A DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2418'FRIENDSHIP NO 1 1959.
 FE2418'
 FE2418'REFERENCE MARK 2 IS 67 FEET EAST OF A SMALL CEDAR TREE AND 11 FEET
 FE2418'SOUTH OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2418'FRIENDSHIP NO 2 1959.
 FE2418'
 FE2418'THE AZIMUTH MARK IS 117 FEET NORTHEAST OF THE ENTRANCE TO THE
 FE2418'CEMETERY, 31 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT
 FE2418'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.
 FE2418'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRIENDSHIP 1959.
 FE2418'
 FE2418'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2418
 FE2418                          STATION RECOVERY (1967)
 FE2418
 FE2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2418'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2418'CONDITION. DUE TO CHANGES IN THE ROADS AND IN PROPERTY OWNERSHIP,
 FE2418'THE ORIGINAL STATION DESCRIPTION AND TO-REACH ARE NO LONGER
 FE2418'COMPLETELY ADEQUATE.
 FE2418'
 FE2418'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2418'
 FE2418'THE STATION IS IN THE WEST EDGE OF FRIENDSHIP, NEAR THE SITE OF THE
 FE2418'FRIENDSHIP MUNICIPAL STANDPIPE AND ON THE PROPERTY OF MR. FLAVIL
 FE2418'GRIGGS.
 FE2418'
 FE2418'TO REACH THE STATION FROM THE FRIENDSHIP HIGH SCHOOL, GO WEST ON A
 FE2418'PAVED ROAD FOR 0.1 MILE TO A T CROSSROAD. HERE TURN LEFT, SOUTH,
 FE2418'AND GO 0.05 MILE ON A PAVED ROAD TO A PAVED ROAD RIGHT, TURN RIGHT,
 FE2418'WEST, ON THIS PAVED ROAD AND GO 0.15 MILE TO A T CROSSROAD. HERE
 FE2418'TURN RIGHT, NORTH, ON A PAVED ROAD AND GO 0.2 MILE TO A GRAVELED
 FE2418'DRIVEWAY ON THE RIGHT, TURN RIGHT, EAST, ON THIS GRAVELED
 FE2418'DRIVEWAY AND GO ABOUT 100 FEET TO THE STATION ON THE LEFT AS
 FE2418'DESCRIBED.
 FE2418'
 FE2418'THE STATION IS 189 FEET NORTH OF THE EDGE OF THE FRIENDSHIP MUNICIPAL
 FE2418'STANDPIPE, 139 FEET WEST OF THE NORTHWEST CORNER OF THE GRIGGS
 FE2418'HOME, 122 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 FE2418'INTERSECTION OF THE GRAVELED DRIVE AND THE PAVED ROAD, 108 FEET EAST
 FE2418'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 67 FEET NORTH OF THE
 FE2418'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, AND 0.7 OF A FOOT
 FE2418'SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FE2418'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FE2418'3 IN AND THE DISK IS STAMPED FRIENDSHIP 1959.
 FE2418'
 FE2418'REFERENCE MARK NO. 1 IS 94 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE2418'THE GRIGGS HOME, 85 FEET SOUTH OF A FENCE AND 58 FEET NORTH OF THE
 FE2418'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY. IT IS A STANDARD DISK
 FE2418'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FE2418'AND THE DISK IS STAMPED FRIENDSHIP NO 1 1959.
 FE2418'
 FE2418'REFERENCE MARK NO. 2 IS 67 FEET EAST OF A 10-INCH CEDAR TREE, 11 FEET
 FE2418'SOUTH OF A FENCE AND ABOUT 2 FEET BELOW THE ELEVATION OF THE
 FE2418'STATION. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 FE2418'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FE2418'STAMPED FRIENDSHIP NO 2 1959.
 FE2418'
 FE2418'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2418'REFERENCE MARK NO. 2 IS 85.89 FEET - 26.178 METERS.
 FE2418'
 FE2418'THE AZIMUTH MARK IS 117 FEET NORTHEAST OF THE ENTRANCE INTO A
 FE2418'CEMETERY, 31 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF OLD STATE
 FE2418'HIGHWAY 20, 1 FOOT NORTHEAST OF A WHITE WOODEN POST, AND 1 FOOT
 FE2418'NORTHWEST OF A FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2418'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2418'FRIENDSHIP 1959.
 FE2418'
 FE2418'TO REACH THE AZIMUTH MARK FROM THE FRIENDSHIP HIGH SCHOOL, GO
 FE2418'NORTHERLY ON OLD STATE HIGHWAY 20 FOR 0.25 MILE TO THE NORTH
 FE2418'CORNER OF A CEMETERY AND THE MARK ON THE RIGHT AS DESCRIBED.
 FE2418'
 FE2418'A DISCREPANCY WAS NOTED IN THE COMPARISON OF THE FEET AND METER
 FE2418'DISTANCES MEASURED FOR THE TRAVERSE TO FRIENDSHIP, MUNICIPAL
 FE2418'STANDPIPE. THE 1959 DESCRIPTION SHOWS THIS MEASURED DISTANCE AS 203.3
 FE2418'FEET - 61.66 METERS. 61.66 METERS CONVERTS TO EXACTLY 202.296
 FE2418'FEET AND IT IS THOUGHT THAT A TYPOGRAPHICAL ERROR WAS MADE WHEN THE
 FE2418'DESCRIPTION WAS WRITTEN. IT WAS IMPOSSIBLE TO CHECK THIS
 FE2418'MEASURED DISTANCE AT THE TIME OF THIS RECOVERY.
 FE2418
 FE2418                          STATION RECOVERY (1996)
 FE2418
 FE2418'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2418'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2417 ***********************************************************************
 FE2417  DESIGNATION -  FRIENDSHIP MUN STANDPIPE
 FE2417  PID         -  FE2417
 FE2417  STATE/COUNTY-  TN/CROCKETT
 FE2417  USGS QUAD   -  FRIENDSHIP (1981)
 FE2417
 FE2417                         *CURRENT SURVEY CONTROL
 FE2417  ___________________________________________________________________
 FE2417* NAD 83(1995)-  35 54 47.36402(N)    089 14 46.09873(W)     ADJUSTED  
 FE2417* NAVD 88     -                                                        
 FE2417  ___________________________________________________________________
 FE2417  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE2417  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2417
 FE2417  HORZ ORDER  -  THIRD
 FE2417
 FE2417.The horizontal coordinates were established by classical geodetic methods
 FE2417.and adjusted by the National Geodetic Survey in April 1999..
 FE2417
 FE2417
 FE2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2417
 FE2417.The geoid height was determined by GEOID03.
 FE2417
 FE2417;                    North         East     Units Scale Factor Converg.
 FE2417;SPC TN       -   180,138.514   307,064.181   MT  0.99994935   -1 54 01.5
 FE2417;SPC TN       -   591,004.44  1,007,426.40   sFT  0.99994935   -1 54 01.5
 FE2417;UTM  16      - 3,976,647.261   297,322.822   MT  1.00010619   -1 19 04.6
 FE2417
 FE2417                          SUPERSEDED SURVEY CONTROL
 FE2417
 FE2417  NAD 83(1995)-  35 54 47.36837(N)    089 14 46.10037(W) AD(       ) 4
 FE2417  NAD 83(1986)-  35 54 47.37525(N)    089 14 46.09872(W) AD(       ) 4
 FE2417  NAD 27      -  35 54 47.11300(N)    089 14 45.84600(W) AD(       ) 3
 FE2417
 FE2417.Superseded values are not recommended for survey control.
 FE2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2417.See file dsdata.txt to determine how the superseded data were derived.
 FE2417
 FE2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9732376647(NAD 83)
 FE2417_MARKER: 52 = STANDPIPE TANK
 FE2417
 FE2417  HISTORY     - Date     Condition        Report By
 FE2417  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2417  HISTORY     - 1967     GOOD             CGS
 FE2417
 FE2417                          STATION DESCRIPTION
 FE2417
 FE2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2417'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL STANDPIPE
 FE2417'LOCATED IN THE NORTHWEST EDGE OF FRIENDSHIP.  IT IS A STEEL
 FE2417'STRUCTURE ABOUT 30 FEET HIGH AND 20 FEET IN DIAMETER AND IS PAINTED
 FE2417'SILVER.
 FE2417
 FE2417                          STATION RECOVERY (1967)
 FE2417
 FE2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2417'THIS STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDED
 FE2417'NOTATION.
 FE2417'
 FE2417'THE STATION IS 120 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FE2417'DRIVEWAY.
 FE2417'
 FE2417'THE TO-REACH FOR THIS STATION IS THE SAME AS THE TO-REACH FOR
 FE2417'TRIANGULATION STATION FRIENDSHIP 1959.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2566 ***********************************************************************
 FE2566  DESIGNATION -  FRISCO
 FE2566  PID         -  FE2566
 FE2566  STATE/COUNTY-  TN/SHELBY
 FE2566  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2566
 FE2566                         *CURRENT SURVEY CONTROL
 FE2566  ___________________________________________________________________
 FE2566* NAD 83(1995)-  35 02 01.75129(N)    089 54 10.92918(W)     ADJUSTED  
 FE2566* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 FE2566  ___________________________________________________________________
 FE2566  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE2566  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2566
 FE2566  HORZ ORDER  -  SECOND
 FE2566
 FE2566.The horizontal coordinates were established by classical geodetic methods
 FE2566.and adjusted by the National Geodetic Survey in April 1999..
 FE2566
 FE2566.The orthometric height was scaled from a topographic map.
 FE2566
 FE2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2566
 FE2566.The geoid height was determined by GEOID03.
 FE2566
 FE2566;                    North         East     Units Scale Factor Converg.
 FE2566;SPC TN       -    84,821.524   243,923.974   MT  1.00004518   -2 17 06.0
 FE2566;SPC TN       -   278,285.28    800,273.90   sFT  1.00004518   -2 17 06.0
 FE2566;SPC MS W     -   613,709.579   739,263.061   MT  0.99996899   +0 14 49.3
 FE2566;SPC MS W     - 2,013,478.84  2,425,398.89   sFT  0.99996899   +0 14 49.3
 FE2566;UTM  16      - 3,880,647.057   235,163.271   MT  1.00046451   -1 40 02.9
 FE2566
 FE2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2566!SPC TN       -   0.99998750  x   1.00004518  =   1.00003268
 FE2566!SPC MS W     -   0.99998750  x   0.99996899  =   0.99995649
 FE2566!UTM  16      -   0.99998750  x   1.00046451  =   1.00045201
 FE2566
 FE2566|---------------------------------------------------------------------|
 FE2566| PID    Reference Object                     Distance      Geod. Az  |
 FE2566|                                                           dddmmss.s |
 FE2566| CG4075 FRISCO RM 1                          34.500 METERS 02645     |
 FE2566| CG4076 FRISCO RM 2                          39.036 METERS 10224     |
 FE2566| FF2012 WHITE HAVEN UTILITY TANK            APPROX.12.2 KM 2700621.0 |
 FE2566| CG4074 FRISCO AZ MK                                       2840108.2 |
 FE2566| FE2564 AIRPORT BCN MEMPHIS MUN APT         APPROX. 6.8 KM 2872651.4 |
 FE2566|---------------------------------------------------------------------|
 FE2566
 FE2566                          SUPERSEDED SURVEY CONTROL
 FE2566
 FE2566  NAD 83(1995)-  35 02 01.75105(N)    089 54 10.92969(W) AD(       ) 2
 FE2566  NAD 83(1995)-  35 02 01.75421(N)    089 54 10.93160(W) AD(       ) 2
 FE2566  NAD 83(1986)-  35 02 01.76110(N)    089 54 10.92991(W) AD(       ) 2
 FE2566  NAD 27      -  35 02 01.42600(N)    089 54 10.61200(W) AD(       ) 2
 FE2566
 FE2566.Superseded values are not recommended for survey control.
 FE2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2566.See file dsdata.txt to determine how the superseded data were derived.
 FE2566
 FE2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3516380647(NAD 83)
 FE2566_MARKER: DS = TRIANGULATION STATION DISK
 FE2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2566
 FE2566  HISTORY     - Date     Condition        Report By
 FE2566  HISTORY     - 1956     MONUMENTED       CGS
 FE2566  HISTORY     - 1962     GOOD             CGS
 FE2566  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 FE2566  HISTORY     - 1970     GOOD             NGS
 FE2566  HISTORY     - 19950710 MARK NOT FOUND   TN1620
 FE2566
 FE2566                          STATION DESCRIPTION
 FE2566
 FE2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 FE2566'THE STATION IS ABOUT 2-3/4 MILES (AIRLINE) NORTH OF THE
 FE2566'TENNESSEE-MISSISSIPPI STATE LINE, ABOUT 1.0 MILE NORTH-NORTHWEST OF
 FE2566'CAPLEVILLE, ABOUT 1/2 MILE NORTHEAST OF U.S. HIGHWAY 78, AND ABOUT
 FE2566'1/8 MILE NORTHEAST OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 FE2566'TRACKS, MAIN LINE.  THE STATION IS ON HIGHWAY PROPERTY WHICH IS
 FE2566'OWNED BY THE ST. LOUIS AND SAN FRANCISCO RAILROAD.
 FE2566'
 FE2566'TO REACH THE STATION FROM THE CROSS ROAD INTERSECTION OF U.S. HIGHWAY
 FE2566'78 AND WINCHESTER ROAD WHICH IS 3.3 MILES EAST OF THE MEMPHIS
 FE2566'MUNICIPAL AIRPORT CONTROL TOWER, GO EAST ON WINCHESTER ROAD, PAVED
 FE2566'ROAD, FOR 1.5 MILES TO A SIDE ROAD ON THE RIGHT, DOUGLASS RD., TURN
 FE2566'RIGHT, GO SOUTH ON DOUGLASS RD. FOR 1.2 MILES TO THE T-ROAD JUNCTION
 FE2566'OF PROSPECT RD., TURN RIGHT, GO WEST AND SOUTH ON PROSPECT RD.
 FE2566'FOR 0.15 MILE TO A BRICK HOUSE ON THE LEFT, OWNED BY R.Y. THOMAS
 FE2566'ESTATE, AND THE STATION 100 FEET SOUTHWEST OF THE HOUSE.  TO REACH
 FE2566'THE AZIMUTH MARK FROM THE CROSS ROAD INTERSECTION OF U.S. HIGHWAY 78
 FE2566'AND WINCHESTER RD., GO SOUTHEAST ON HIGHWAY FOR 1.15 MILE TO A
 FE2566'RAILROAD OVERPASS, CONTINUE ON HIGHWAY FOR 0.15 MILE TO AZIMUTH
 FE2566'MARK ON THE LEFT.
 FE2566'
 FE2566'STATION MARKS, ARE STANDARD DISKS, STAMPED FRISCO 1956.  THE SURFACE
 FE2566'STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 FE2566'INCHES ABOVE GROUND.  IT IS IN THE NORTHEAST CORNER OF ROAD
 FE2566'INTERSECTION, 84 FEET SOUTHEAST OF A POWER LINE POLE, WITH
 FE2566'TRANSFORMER, 25 FEET EAST OF THE CENTER OF PROSPECT RD., AND 18 FEET
 FE2566'SOUTH OF THE R.Y. THOMAS AND ST.  LOUIS-SAN FRANCISCO RAILROAD
 FE2566'PROPERTY LINE, AND 2 FEET EAST OF A STANDARD WITNESS POST.  THE
 FE2566'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS OF
 FE2566'CONCRETE 34 INCHES BELOW GROUND.
 FE2566'
 FE2566'REFERENCE MARK 1, A STANDARD DISK, STAMPED FRISCO NO 1 1956, IS SET
 FE2566'IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  IT
 FE2566'IS 80 FEET EAST OF THE CENTER OF PROSPECT RD., 50 FEET WEST OF THE
 FE2566'NORTHWEST CORNER OF HOUSE, AND 2 FEET SOUTH OF A FENCE.
 FE2566'
 FE2566'REFERENCE MARK 2, A STANDARD DISK, STAMPED FRISCO NO 2 1956, IS SET
 FE2566'IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  IT
 FE2566'IS 49 FEET SOUTH OF THE YARD FENCE AROUND HOUSE, AND 9 FEET WEST OF
 FE2566'THE EAST ONE OF TWO GUYED POWER LINE POLES.
 FE2566'
 FE2566'AZIMUTH MARK, A STANDARD DISK, STAMPED FRISCO 1956, IS SET IN A
 FE2566'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT
 FE2566'IS 0.15 MILE SOUTHEAST FROM THE CENTER OF RAILROAD OVERPASS, 43 YARDS
 FE2566'SOUTHEAST FROM THE SOUTHEAST END OF METAL GUARD RAIL WHICH IS ON
 FE2566'SOUTHWEST SIDE OF HIGHWAY, 32 FEET NORTHEAST OF THE CENTER LINE OF
 FE2566'U.S. HIGHWAY 78, 1-1/2 FEET NORTHEAST OF A TELEPHONE POLE
 FE2566'NUMBER-488, AND 1-1/2 FEET SOUTHEAST OF A STANDARD WITNESS POST.
 FE2566'
 FE2566'NOTE- A 77 FT. TOWER WAS USED.
 FE2566'
 FE2566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2566
 FE2566                          STATION RECOVERY (1962)
 FE2566
 FE2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2566'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 FE2566'RECOVERED, IN GOOD CONDITION, AS DESCRIBED.
 FE2566'
 FE2566'THE STATION MARK IS AT THE INTERSECTION OF OUTLAND AND HUNGERFORD RD.
 FE2566'DOUGLAS ROAD IS NOW OUTLAND RD. AND PROSPECT IS NOW RAINES ROAD.
 FE2566
 FE2566                          STATION RECOVERY (1970)
 FE2566
 FE2566'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (WEF)
 FE2566'MARK STAMPED- CONDITION-
 FE2566'FRISCO 1956
 FE2566'SURFACE MARK HAS BEEN DESTROYED
 FE2566'FRISCO NO. 1 1956 REF GOOD
 FE2566'FRISCO NO. 2 1956 REF.  GOOD
 FE2566'AZI.
 FE2566'MK FRISCO 1956 DISK HAS BEEN SHEARED FROM POST
 FE2566'
 FE2566'ALL OF THESE MARKS COULD POSSIBLY BE DESTROYED IN THE NEAR FUTURE,
 FE2566'DUE TO CONSTRUCTION.
 FE2566'
 FE2566'RECOVERY BY MEMPHIS LIGHT GAS AND WATER DIVISION.
 FE2566
 FE2566                          STATION RECOVERY (1970)
 FE2566
 FE2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2566'THE STATION SURFACE MARK WAS COMPLETELY UPROOTED AND FOUND SOME
 FE2566'DISTANCE FROM ITS ORIGINAL LOCATION.  THE UNDERGROUND SURFACE MARK
 FE2566'WAS RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  REFERENCE MARK
 FE2566'NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 FE2566'THE DISK OF THE AZIMUTH MARK WAS FOUND POPPED OFF THE SHANK AND PART
 FE2566'OF THE CONCRETE MONUMENT CHIPPED OFF ON ONE SIDE.  FIRM
 FE2566'PLUMBING BENCHES WERE ERECTED OVER THE STATION SUB-SURFACE MARK AND
 FE2566'OVER THE CENTER OF THE SHANK OF THE AZIMUTH MARK DISK AND THE
 FE2566'POINTS HELD.  THE SUB-SURFACE STATION MARK WAS THEN OCCUPIED AND
 FE2566'THE HORIZONTAL ANGLES OBSERVED BETWEEN THE POINT HELD FOR THE AZIMUTH
 FE2566'MARK AND THE REFERENCE MARKS.  IN CHECKING THE ANGLES OBSERVED
 FE2566'AGAINST THE 1956 OBSERVATIONS A DISCREPANCY OF MINUS 33.7 SEC WAS
 FE2566'NOTED FOR REFERENCE MARK NO. 2 AND MINUS 01 MIN 41.0 SEC FOR
 FE2566'REFERENCE MARK NO. 1.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 FE2566'BETWEEN THE STATION AND THE REFERENCE MARKS THE FOLLOWING
 FE2566'DISCREPANCIES WERE NOTED.  MINUS 0.03 OF A FOOT FOR REFERENCE MARK
 FE2566'NO. 1 AND MINUS 0.06 OF A FOOT FOR REFERENCE MARK NO. 2.  WITH
 FE2566'THESE RESULTS AS A GUIDE A NEW SURFACE STATION MARK WAS SET DIRECTLY
 FE2566'OVER THE SUB-SURFACE STATION MARK AND IS THOUGHT TO OCCUPY VERY
 FE2566'NEARLY THE EXACT ORIGINAL HORIZONTAL POSITION.  THE CONCRETE
 FE2566'MONUMENT FOR THE AZIMUTH MARK WAS SQUARED OFF WITH A CHISEL AND A NEW
 FE2566'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL MARK
 FE2566'DIRECTLY UNDER THE POINT HELD FOR THE CENTER OF THE SHANK, AND IS
 FE2566'THOUGHT TO OCCUPY ITS EXACT ORIGINAL HORIZONTAL POSITION.
 FE2566'
 FE2566'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2566'
 FE2566'THE STATION IS LOCATED ABOUT 2.75 MILES NORTH OF THE
 FE2566'TENNESSEE-MISSISSIPPI STATE LINE, ABOUT 1.0 MILE NORTH-NORTHWEST OF
 FE2566'CAPLEVILLE, ABOUT 1/2 MILE NORTHEAST OF U.S. HIGHWAY 78, ABOUT 650
 FE2566'FEET NORTHEAST OF THE MAIN LINE TRACKS OF THE ST.  LOUIS AND SAN
 FE2566'FRANCISCO RAILROAD, AND ON THE RAILROADS PROPERTY.
 FE2566'
 FE2566'TO REACH THE STATION FROM THE POST OFFICE IN THE NORTHWEST ANGLE OF
 FE2566'THE INTERSECTION OF SHELBY DRIVE AND U.S. HIGHWAY 78 IN
 FE2566'CAPLEVILLE, GO NORTHERLY ON U.S. HIGHWAY 78 FOR 1.3 MILES TO THE
 FE2566'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FE2566'NORTHWESTERLY ON U.S. HIGHWAY 78 FOR 0.15 OF A MILE TO A RAILROAD
 FE2566'OVERPASS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 78 FOR 0.1 OF A
 FE2566'MILE TO HUNGERFORD ROAD ON THE RIGHT.  HERE TURN SHARP RIGHT ONTO
 FE2566'HUNGERFORD ROAD AND GO EAST- SOUTHEASTERY FOR 0.6 OF A MILE TO A T
 FE2566'INTERSECTION OF OUTLAND ROAD ON THE LEFT AND THE STATION IN THE EAST
 FE2566'ANGLE OF THIS INTERSECTION AS DESCRIBED.
 FE2566'
 FE2566'THE STATION IS 106.5 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK
 FE2566'HOUSE, 76 FEET SOUTHWEST OF A 30-INCH ELM TREE, 65 FEET
 FE2566'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF OUTLAND ROAD, 62.5 FEET
 FE2566'WEST-NORTHWEST OF A GUYED UTILITY POLE NO.  96996, 43 FEET
 FE2566'NORTHEAST OF THE APPROXIMATE CENTER OF HUNGERFORD ROAD, AND 1.1 FEET
 FE2566'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2566'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2566'PROJECTS 4 INCHES AND THE DISK IS STAMPED FRISCO 1956 1970.
 FE2566'
 FE2566'REFERENCE MARK NO. 1 IS 78 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FE2566'CENTER OF OUTLAND ROAD, 56 FEET WEST-NORTHWEST OF THE NORTHWEST
 FE2566'CORNER OF THE BRICK HOUSE, 3 FEET SOUTH OF A 24-INCH PECAN TREE, AND
 FE2566'1.0 FOOT WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 FE2566'IS A STANDARD DISK SET IN THE TOP OF 10-INCH, SQUARE, FLUSH, CONCRETE
 FE2566'MONUMENT AND THE DISK IS STAMPED FRISCO NO 1 1956.
 FE2566'
 FE2566'REFERENCE MARK NO. 2 IS 112 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FE2566'OF HUNGERFORD ROAD, 76.7 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 FE2566'CORNER OF THE BRICK HOUSE, 70.6 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 FE2566'CORNER OF THE BRICK HOUSE, 70 FEET EAST OF GUYED UTILITY POLE NO.
 FE2566'96996, 40 FEET NORTH OF A 12-INCH WINGED ELM TREE, 9 FEET WEST OF A
 FE2566'GUYED UTILITY POLE, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST
 FE2566'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FE2566'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2566'FRISCO NO 2 1956.
 FE2566'
 FE2566'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2566'REFERENCE MARK NO. 2 IS 148.44 FEET -(45.245 METERS).
 FE2566'
 FE2566'THE AZIMUTH MARK IS 31 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER
 FE2566'OF U.S. HIGHWAY 78, 1.5 FEET EAST-NORTHEAST OF GUYED TELEPHONE
 FE2566'POLE NO. 488 AND 0.9 OF A FOOT NORTH-NORTHWEST OF A METAL WITNESS
 FE2566'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FE2566'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FRISCO 1956.
 FE2566'
 FE2566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.0 MILE NNW.
 FE2566'OF CAPLEVILLE.
 FE2566
 FE2566                          STATION RECOVERY (1995)
 FE2566
 FE2566'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0452 ***********************************************************************
 FF0452  DESIGNATION -  FRONT
 FF0452  PID         -  FF0452
 FF0452  STATE/COUNTY-  TN/SHELBY
 FF0452  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0452
 FF0452                         *CURRENT SURVEY CONTROL
 FF0452  ___________________________________________________________________
 FF0452* NAD 83(1995)-  35 09 03.38703(N)    090 03 15.68438(W)     ADJUSTED  
 FF0452* NAVD 88     -        73.243  (meters)     240.30   (feet)  ADJUSTED  
 FF0452  ___________________________________________________________________
 FF0452  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FF0452  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0452  DYNAMIC HT  -          73.176 (meters)     240.08  (feet)  COMP
 FF0452  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0452
 FF0452  HORZ ORDER  -  THIRD
 FF0452  VERT ORDER  -  FIRST     CLASS I
 FF0452
 FF0452.The horizontal coordinates were established by classical geodetic methods
 FF0452.and adjusted by the National Geodetic Survey in April 1999..
 FF0452
 FF0452.The orthometric height was determined by differential leveling
 FF0452.and adjusted by the National Geodetic Survey in June 1991..
 FF0452.WARNING-Repeat measurements at this control monument indicate possible
 FF0452.vertical movement.
 FF0452
 FF0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0452
 FF0452.The geoid height was determined by GEOID03.
 FF0452
 FF0452.The dynamic height is computed by dividing the NAVD 88
 FF0452.geopotential number by the normal gravity value computed on the
 FF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0452.degrees latitude (g = 980.6199 gals.).
 FF0452
 FF0452.The modeled gravity was interpolated from observed gravity values.
 FF0452
 FF0452;                    North         East     Units Scale Factor Converg.
 FF0452;SPC TN       -    98,365.683   230,664.790   MT  1.00001896   -2 22 24.9
 FF0452;SPC TN       -   322,721.41    756,772.73   sFT  1.00001896   -2 22 24.9
 FF0452;SPC AR N     -    92,458.150   577,269.576   MT  0.99996435   +1 07 55.8
 FF0452;SPC AR N     -   303,339.78  1,893,925.27   sFT  0.99996435   +1 07 55.8
 FF0452;UTM  15      - 3,893,755.418   768,340.455   MT  1.00048752   +1 41 48.9
 FF0452;UTM  16      - 3,894,054.332   221,752.895   MT  1.00055427   -1 45 34.6
 FF0452
 FF0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0452!SPC TN       -   0.99999279  x   1.00001896  =   1.00001175
 FF0452!SPC AR N     -   0.99999279  x   0.99996435  =   0.99995714
 FF0452!UTM  15      -   0.99999279  x   1.00048752  =   1.00048030
 FF0452!UTM  16      -   0.99999279  x   1.00055427  =   1.00054705
 FF0452
 FF0452:                Primary Azimuth Mark                     Grid Az
 FF0452:SPC TN       -  EXCHANGE                                 161 43 56.5
 FF0452:SPC AR N     -  EXCHANGE                                 158 13 35.8
 FF0452:UTM  15      -  EXCHANGE                                 157 39 42.7
 FF0452:UTM  16      -  EXCHANGE                                 161 07 06.2
 FF0452
 FF0452|---------------------------------------------------------------------|
 FF0452| PID    Reference Object                     Distance      Geod. Az  |
 FF0452|                                                           dddmmss.s |
 FF0452| FF1998 EXCHANGE                            APPROX. 0.7 KM 1592131.6 |
 FF0452| FF0454 FRONT RM 1                           16.965 METERS 16849     |
 FF0452| FF0453 FRONT RM 2                            8.277 METERS 28619     |
 FF0452|---------------------------------------------------------------------|
 FF0452
 FF0452                          SUPERSEDED SURVEY CONTROL
 FF0452
 FF0452  NAD 83(1995)-  35 09 03.38945(N)    090 03 15.68391(W) AD(       ) 3
 FF0452  NAD 83(1995)-  35 09 03.39303(N)    090 03 15.68348(W) AD(       ) 3
 FF0452  NAD 83(1986)-  35 09 03.39747(N)    090 03 15.68555(W) AD(       ) 3
 FF0452  NAD 27      -  35 09 03.07250(N)    090 03 15.35430(W) AD(       ) 3
 FF0452  NGVD 29 (??/??/??)   73.204  (m)          240.17   (f) ADJUSTED    1 1
 FF0452
 FF0452.Superseded values are not recommended for survey control.
 FF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0452.See file dsdata.txt to determine how the superseded data were derived.
 FF0452
 FF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6834093755(NAD 83)
 FF0452_MARKER: DS = TRIANGULATION STATION DISK
 FF0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0452_SP_SET: FLOOD WALL
 FF0452_STAMPING: FRONT 1959
 FF0452_MARK LOGO: CGS   
 FF0452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0452+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0452
 FF0452  HISTORY     - Date     Condition        Report By
 FF0452  HISTORY     - 1959     MONUMENTED       CGS
 FF0452  HISTORY     - 1965     GOOD             USE
 FF0452  HISTORY     - 1974     GOOD             NGS
 FF0452  HISTORY     - 1974     GOOD             NGS
 FF0452  HISTORY     - 1976     GOOD             NGS
 FF0452  HISTORY     - 19950610 GOOD             TN1620
 FF0452  HISTORY     - 20001128 GOOD             USE
 FF0452
 FF0452                          STATION DESCRIPTION
 FF0452
 FF0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0452'THE STATION IS LOCATED IN THE WEST EDGE OF MEMPHIS, ON THE
 FF0452'EAST BANK OF THE WOLF RIVER AND IN THE NORTHWEST CORNER
 FF0452'OF A CITY PARKING LOT.  IT IS A STANDARD TRAVERSE DISK SET
 FF0452'IN A DRILL HOLE IN THE SOUTHEAST END OF A CONCRETE FLOOD
 FF0452'WALL AND IS STAMPED FRONT 1959.
 FF0452'
 FF0452'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE CURBING
 FF0452'ON THE WEST SIDE OF THE PARKING LOT AND IS STAMPED FRONT
 FF0452'NO 1 1959.
 FF0452'
 FF0452'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CONCRETE
 FF0452'FLOOD WALL, 6 FEET EAST OF THE WEST END OF THE FLOOD WALL
 FF0452'AND IS STAMPED FRONT NO 2 1959.
 FF0452'
 FF0452'TO REACH FROM THE INTERSECTION OF FRONT STREET AND POPLAR
 FF0452'AVENUE IN DOWNTOWN MEMPHIS, GO WEST ON POPLAR AVENUE FOR
 FF0452'0.1 MILE TO THE MEMPHIS CITY PARKING LOT ON THE LEFT, GO
 FF0452'THROUGH GATE OF PARKING LOT AND CONTINUE WEST ABOUT 0.05
 FF0452'MILE TO THE NORTHWEST CORNER OF THE LOT AND THE STATION AS
 FF0452'DESCRIBED.
 FF0452'
 FF0452'THE FIRST METHODIST CHURCH SPIRE MAY BE USED AS AN AZIMUTH
 FF0452'MARK.
 FF0452
 FF0452                          STATION RECOVERY (1965)
 FF0452
 FF0452'RECOVERY NOTE BY US ENGINEERS 1965
 FF0452'MARKS APPEAR TO BE IN GOOD CONDITION.  HOWEVER, SURVEYS IN
 FF0452'THIS AREA INDICATE THE FLOODWALL IS SUBSIDING.
 FF0452
 FF0452                          STATION RECOVERY (1974)
 FF0452
 FF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0452'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND LEVELED
 FF0452'OVER IN 1974.
 FF0452'
 FF0452'TO REACH FROM THE POST OFFICE, GO 0.3 MILE NORTH ALONG FRONT
 FF0452'STREET, THENCE 0.15 MILE WEST ALONG POPLAR AVENUE, ON THE EAST
 FF0452'BANK OF WOLF RIVER.
 FF0452'
 FF0452'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 FF0452'FRONT.  AT THE NORTHWEST CORNER OF A PARKING LOT, 29-1/2 FEET
 FF0452'WEST OF THE CURB OF A LARGE PARKING LOT, 63 FEET WEST-SOUTHWEST OF
 FF0452'A LIGHT POLE, IN THE TOP OF A CONCRETE POST.
 FF0452'
 FF0452'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED FRONT NO 2
 FF0452'1959.  27.2 FEET WEST OF THE STATION, SET IN THE TOP OF AN
 FF0452'EAST-WEST CONCRETE FLOODWALL.
 FF0452'
 FF0452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0452'AT MEMPHIS.
 FF0452
 FF0452                          STATION RECOVERY (1974)
 FF0452
 FF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0452'AT MEMPHIS.
 FF0452'AT MEMPHIS, 0.3 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0452'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, THENCE 0.15 MILE
 FF0452'WEST ALONG POPLAR AVENUE, ON THE EAST BANK OF WOLF RIVER, 29 1/2
 FF0452'FEET WEST OF THE WEST CURB LINE OF A VERY LARGE PARKING LOT,
 FF0452'63 FEET WEST-SOUTHWEST OF A LIGHT POLE AT THE NORTHWEST CORNER
 FF0452'OF PARKING LOT, 31.5 FEET EAST OF A 90-DEGREE ANGLE TURN IN A
 FF0452'CONCRETE FLOOD WALL, SET IN TOP OF EAST-WEST CONCRETE FLOOD
 FF0452'WALL, AND 10-INCHES ABOVE GROUND.
 FF0452
 FF0452                          STATION RECOVERY (1976)
 FF0452
 FF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0452'RECOVERED IN GOOD CONDITION.
 FF0452
 FF0452                          STATION RECOVERY (1995)
 FF0452
 FF0452'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0452'RECOVERED IN GOOD CONDITION.
 FF0452
 FF0452                          STATION RECOVERY (2000)
 FF0452
 FF0452'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0454 ***********************************************************************
 FF0454  DESIGNATION -  FRONT RM 1
 FF0454  PID         -  FF0454
 FF0454  STATE/COUNTY-  TN/SHELBY
 FF0454  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0454
 FF0454                         *CURRENT SURVEY CONTROL
 FF0454  ___________________________________________________________________
 FF0454* NAD 83(1986)-  35 09 03.     (N)    090 03 15.     (W)     SCALED    
 FF0454* NAVD 88     -        73.529  (meters)     241.24   (feet)  ADJUSTED  
 FF0454  ___________________________________________________________________
 FF0454  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0454  DYNAMIC HT  -          73.462 (meters)     241.02  (feet)  COMP
 FF0454  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0454
 FF0454  VERT ORDER  -  FIRST     CLASS I
 FF0454
 FF0454.The horizontal coordinates were scaled from a topographic map and have
 FF0454.an estimated accuracy of +/- 6 seconds.
 FF0454
 FF0454.The orthometric height was determined by differential leveling
 FF0454.and adjusted by the National Geodetic Survey in June 1991..
 FF0454.WARNING-Repeat measurements at this control monument indicate possible
 FF0454.vertical movement.
 FF0454
 FF0454.The geoid height was determined by GEOID03.
 FF0454
 FF0454.The dynamic height is computed by dividing the NAVD 88
 FF0454.geopotential number by the normal gravity value computed on the
 FF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0454.degrees latitude (g = 980.6199 gals.).
 FF0454
 FF0454.The modeled gravity was interpolated from observed gravity values.
 FF0454
 FF0454;                    North         East    Units  Estimated Accuracy
 FF0454;SPC TN       -    98,350.      230,680.      MT  (+/- 180 meters Scaled)
 FF0454
 FF0454                          SUPERSEDED SURVEY CONTROL
 FF0454
 FF0454  NGVD 29 (??/??/??)   73.490  (m)          241.11   (f) ADJUSTED    1 1
 FF0454
 FF0454.Superseded values are not recommended for survey control.
 FF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0454.See file dsdata.txt to determine how the superseded data were derived.
 FF0454
 FF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683937(NAD 83)
 FF0454_MARKER: DR = REFERENCE MARK DISK
 FF0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0454_SP_SET: CURB
 FF0454_STAMPING: FRONT NO 1 1959
 FF0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0454
 FF0454  HISTORY     - Date     Condition        Report By
 FF0454  HISTORY     - 1959     MONUMENTED       CGS
 FF0454  HISTORY     - 1974     GOOD             NGS
 FF0454  HISTORY     - 1976     GOOD             NGS
 FF0454  HISTORY     - 19950610 MARK NOT FOUND   TN1620
 FF0454
 FF0454                          STATION DESCRIPTION
 FF0454
 FF0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0454'AT MEMPHIS.
 FF0454'AT MEMPHIS, 0.3 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0454'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, THENCE 0.15 MILE
 FF0454'WEST ALONG POPLAR AVENUE, TO THE WEST SIDE OF A VERY LARGE PARKING
 FF0454'AREA AND ON THE EAST BANK OF WOLF RIVER, 75 FEET SOUTH-SOUTHWEST
 FF0454'OF A LIGHT POLE, 55.6 FEET SOUTHEAST OF FRONT TRIANGULATION
 FF0454'STATION, SET IN THE TOP OF CONCRETE CURBING ON THE WEST SIDE
 FF0454'OF PARKING LOT, (CURBING CRACKED IN PLACES), 6-INCHES ABOVE
 FF0454'ASPHALT.
 FF0454
 FF0454                          STATION RECOVERY (1976)
 FF0454
 FF0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0454'RECOVERED IN GOOD CONDITION.
 FF0454
 FF0454                          STATION RECOVERY (1995)
 FF0454
 FF0454'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0453 ***********************************************************************
 FF0453  DESIGNATION -  FRONT RM 2
 FF0453  PID         -  FF0453
 FF0453  STATE/COUNTY-  TN/SHELBY
 FF0453  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0453
 FF0453                         *CURRENT SURVEY CONTROL
 FF0453  ___________________________________________________________________
 FF0453* NAD 83(1986)-  35 09 03.     (N)    090 03 15.     (W)     SCALED    
 FF0453* NAVD 88     -        73.362  (meters)     240.69   (feet)  ADJUSTED  
 FF0453  ___________________________________________________________________
 FF0453  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0453  DYNAMIC HT  -          73.295 (meters)     240.47  (feet)  COMP
 FF0453  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0453
 FF0453  VERT ORDER  -  FIRST     CLASS I
 FF0453
 FF0453.The horizontal coordinates were scaled from a topographic map and have
 FF0453.an estimated accuracy of +/- 6 seconds.
 FF0453
 FF0453.The orthometric height was determined by differential leveling
 FF0453.and adjusted by the National Geodetic Survey in June 1991..
 FF0453.WARNING-Repeat measurements at this control monument indicate possible
 FF0453.vertical movement.
 FF0453
 FF0453.The geoid height was determined by GEOID03.
 FF0453
 FF0453.The dynamic height is computed by dividing the NAVD 88
 FF0453.geopotential number by the normal gravity value computed on the
 FF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0453.degrees latitude (g = 980.6199 gals.).
 FF0453
 FF0453.The modeled gravity was interpolated from observed gravity values.
 FF0453
 FF0453;                    North         East    Units  Estimated Accuracy
 FF0453;SPC TN       -    98,350.      230,680.      MT  (+/- 180 meters Scaled)
 FF0453
 FF0453                          SUPERSEDED SURVEY CONTROL
 FF0453
 FF0453  NGVD 29 (??/??/??)   73.323  (m)          240.56   (f) ADJUSTED    1 1
 FF0453
 FF0453.Superseded values are not recommended for survey control.
 FF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0453.See file dsdata.txt to determine how the superseded data were derived.
 FF0453
 FF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683937(NAD 83)
 FF0453_MARKER: DR = REFERENCE MARK DISK
 FF0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0453_SP_SET: FLOOD WALL
 FF0453_STAMPING: FRONT NO 2 1959
 FF0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0453+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0453
 FF0453  HISTORY     - Date     Condition        Report By
 FF0453  HISTORY     - 1959     MONUMENTED       CGS
 FF0453  HISTORY     - 1974     GOOD             NGS
 FF0453  HISTORY     - 1976     GOOD             NGS
 FF0453  HISTORY     - 19950610 GOOD             TN1620
 FF0453  HISTORY     - 20021022 GOOD             USACE
 FF0453
 FF0453                          STATION DESCRIPTION
 FF0453
 FF0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0453'AT MEMPHIS.
 FF0453'AT MEMPHIS, 0.3 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0453'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, THENCE 0.15 MILE
 FF0453'WEST ALONG POPLAR AVENUE, ON THE EAST BANK OF WOLF RIVER, SET IN
 FF0453'THE TOP OF AN EAST-WEST CONCRETE FLOODWALL, 4.4 FEET EAST OF A
 FF0453'90 DEGREE ANGLE TURN IN FLOOD WALL, 27.2 FEET WEST OF FRONT
 FF0453'1959 TRIANGULATION STATION AND 3 FEET ABOVE GROUND.  NOTE--DISK
 FF0453'BATTERED BUT SOLID.
 FF0453
 FF0453                          STATION RECOVERY (1976)
 FF0453
 FF0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0453'RECOVERED IN GOOD CONDITION.
 FF0453
 FF0453                          STATION RECOVERY (1995)
 FF0453
 FF0453'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0453'RECOVERED IN GOOD CONDITION.
 FF0453
 FF0453                          STATION RECOVERY (2002)
 FF0453
 FF0453'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3529 ***********************************************************************
 GA3529  DESIGNATION -  FUGATE
 GA3529  PID         -  GA3529
 GA3529  STATE/COUNTY-  TN/CLAIBORNE
 GA3529  USGS QUAD   -  TAZEWELL (1971)
 GA3529
 GA3529                         *CURRENT SURVEY CONTROL
 GA3529  ___________________________________________________________________
 GA3529* NAD 83(1995)-  36 26 41.10633(N)    083 33 08.13665(W)     ADJUSTED  
 GA3529* NAVD 88     -       535.3    (meters)    1756.     (feet)  VERTCON   
 GA3529  ___________________________________________________________________
 GA3529  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GA3529  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3529
 GA3529  HORZ ORDER  -  SECOND
 GA3529
 GA3529.The horizontal coordinates were established by classical geodetic methods
 GA3529.and adjusted by the National Geodetic Survey in April 1999..
 GA3529
 GA3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3529
 GA3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3529
 GA3529.The geoid height was determined by GEOID03.
 GA3529
 GA3529;                    North         East     Units Scale Factor Converg.
 GA3529;SPC TN       -   237,009.379   819,429.636   MT  1.00000510   +1 25 58.8
 GA3529;SPC TN       -   777,588.27  2,688,412.06   sFT  1.00000510   +1 25 58.8
 GA3529;UTM  17      - 4,036,307.556   271,246.937   MT  1.00024476   -1 31 00.6
 GA3529
 GA3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3529!SPC TN       -   0.99992083  x   1.00000510  =   0.99992593
 GA3529!UTM  17      -   0.99992083  x   1.00024476  =   1.00016557
 GA3529
 GA3529|---------------------------------------------------------------------|
 GA3529| PID    Reference Object                     Distance      Geod. Az  |
 GA3529|                                                           dddmmss.s |
 GA3529| DB9397 FUGATE RM 1                           5.225 METERS 03503     |
 GA3529| DB9398 FUGATE RM 2                           4.957 METERS 21737     |
 GA3529| DB9396 FUGATE AZ MK                                       3014829.8 |
 GA3529|---------------------------------------------------------------------|
 GA3529
 GA3529                          SUPERSEDED SURVEY CONTROL
 GA3529
 GA3529  NAD 83(1995)-  36 26 41.10920(N)    083 33 08.13873(W) AD(       ) 2
 GA3529  NAD 83(1995)-  36 26 41.10813(N)    083 33 08.13067(W) AD(       ) 2
 GA3529  NAD 83(1995)-  36 26 41.11499(N)    083 33 08.13781(W) AD(       ) 2
 GA3529  NAD 83(1986)-  36 26 41.11689(N)    083 33 08.13742(W) AD(       ) 2
 GA3529  NAD 27      -  36 26 40.81549(N)    083 33 08.47734(W) AD(       ) 2
 GA3529  NGVD 29 (07/19/86)  535.4    (m)         1757.     (f) VERT ANG       
 GA3529
 GA3529.Superseded values are not recommended for survey control.
 GA3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3529.See file dsdata.txt to determine how the superseded data were derived.
 GA3529
 GA3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7124736308(NAD 83)
 GA3529_MARKER: DD = SURVEY DISK
 GA3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3529
 GA3529  HISTORY     - Date     Condition        Report By
 GA3529  HISTORY     - 1963     MONUMENTED       TNHD
 GA3529
 GA3529                          STATION DESCRIPTION
 GA3529
 GA3529'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3529'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF TAZEWELL.
 GA3529'
 GA3529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3529'ROUTE 33, GO 0.1 MILE
 GA3529'SOUTHEAST ON U.S.  HIGHWAY 25E TO A PAVED ROAD ON THE
 GA3529'LEFT, TURN LEFT AND GO 0.3 MILE
 GA3529'EASTERLY ON THE PAVED ROAD TO THE END
 GA3529'OF THE PAVEMENT AND THE BEGINNING OF A GRAVELED
 GA3529'ROAD.  CONTINUE
 GA3529'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 GA3529'MARK ON THE
 GA3529'RIGHT.  FROM THE AZIMUTH, CONTINUE STRAIGHT AHEAD ON THE
 GA3529'GRAVELED ROAD FOR 1.10
 GA3529'MILES SOUTHEASTERLY TO A WOODEN GATE AND A
 GA3529'FARM ROAD ON THE LEFT.  TURN LEFT AND GO
 GA3529'0.15 MILE NORTHEASTERLY TO A
 GA3529'TRACK ROAD ON THE LEFT, TURN LEFT AND GO 0.2 MILE TO THE
 GA3529'MOST
 GA3529'NORTHERLY OF TWO KNOLLS AND THE STATION ON THE TOP OF THE KNOLL AS
 GA3529'DESCRIBED.
 GA3529'
 GA3529'THE STATION IS LOCATED ON THE TOP OF A CLEARED KNOLL 18 FEET
 GA3529'SOUTHEAST OF A 15-INCH
 GA3529'ROUND CONCRETE POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3529'STANDARD TENNESSEE HIGHWAY
 GA3529'DEPARTMENT DISKS AND STAMPED FUGATE 1963.
 GA3529'THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW
 GA3529'THE SURFACE.  THE
 GA3529'SURFACE DISK IS SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, 2
 GA3529'INCHES BELOW THE
 GA3529'SURFACE.
 GA3529'
 GA3529'REFERENCE MARK NO. 1 IS 18 FEET EAST OF A 15-INCH ROUND CONCRETE
 GA3529'POST.  IT IS A STANDARD
 GA3529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3529'SQUARE CONCRETE MONUMENT, 1 INCH
 GA3529'BELOW THE SURFACE, AND THE DISK IS
 GA3529'STAMPED FUGATE RM-1 1963.
 GA3529'
 GA3529'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF A 15-INCH ROUND CONCRETE
 GA3529'POST.  IT IS A STANDARD
 GA3529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3529'SQUARE CONCRETE MONUMENT, 1-INCH
 GA3529'BELOW THE SURFACE, AND THE DISK IS
 GA3529'STAMPED FUGATE RM-2 1963.
 GA3529'
 GA3529'THE AZIMUTH MARK IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA3529'GRAVELED ROAD, 15 FEET
 GA3529'EAST OF THE APPROXIMATE CENTER OF A WOODEN GATE, 5.6
 GA3529'FEET NORTHWEST OF A WITNESS POST
 GA3529'AND 2 FEET NORTH OF A WIRE FENCE.
 GA3529'IT IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A
 GA3529'10-INCH SQUARE,
 GA3529'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FUGATE AZI 1963.
 GA3529'
 GA3529'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3529'
 GA3529'THE STATION IS LOCATED ON THE PROPERTY OF BOYD FUGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1890 ***********************************************************************
 FC1890  DESIGNATION -  FULLER RESET
 FC1890  PID         -  FC1890
 FC1890  STATE/COUNTY-  TN/MARION
 FC1890  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1890
 FC1890                         *CURRENT SURVEY CONTROL
 FC1890  ___________________________________________________________________
 FC1890* NAD 83(1995)-  35 04 38.77718(N)    085 39 40.89467(W)     ADJUSTED  
 FC1890* NAVD 88     -       602.7    (meters)    1977.     (feet)  VERTCON   
 FC1890  ___________________________________________________________________
 FC1890  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FC1890  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1890
 FC1890  HORZ ORDER  -  SECOND
 FC1890
 FC1890.The horizontal coordinates were established by classical geodetic methods
 FC1890.and adjusted by the National Geodetic Survey in April 1999..
 FC1890
 FC1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1890
 FC1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1890
 FC1890.The geoid height was determined by GEOID03.
 FC1890
 FC1890;                    North         East     Units Scale Factor Converg.
 FC1890;SPC TN       -    82,613.025   630,885.724   MT  1.00003493   +0 11 53.7
 FC1890;SPC TN       -   271,039.57  2,069,830.91   sFT  1.00003493   +0 11 53.7
 FC1890;UTM  16      - 3,882,450.109   622,041.758   MT  0.99978356   +0 46 09.8
 FC1890
 FC1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1890!SPC TN       -   0.99990995  x   1.00003493  =   0.99994488
 FC1890!UTM  16      -   0.99990995  x   0.99978356  =   0.99969353
 FC1890
 FC1890|---------------------------------------------------------------------|
 FC1890| PID    Reference Object                     Distance      Geod. Az  |
 FC1890|                                                           dddmmss.s |
 FC1890| CG5838 FULLER RM 3                          17.009 METERS 02628     |
 FC1890| CG5835 AIRWAY BEACON 13 B                                 0422340.8 |
 FC1890| CG5836 FULLER RM 1                          24.995 METERS 15833     |
 FC1890| FC1897 HOLLY                               APPROX.19.5 KM 2470148.6 |
 FC1890| CG5837 FULLER RM 2                          20.071 METERS 26034     |
 FC1890|---------------------------------------------------------------------|
 FC1890
 FC1890                          SUPERSEDED SURVEY CONTROL
 FC1890
 FC1890  NAD 83(1995)-  35 04 38.77773(N)    085 39 40.89455(W) AD(       ) 2
 FC1890  NAD 83(1995)-  35 04 38.77804(N)    085 39 40.89563(W) AD(       ) 2
 FC1890  NAD 83(1995)-  35 04 38.77996(N)    085 39 40.89293(W) AD(       ) 2
 FC1890  NAD 83(1986)-  35 04 38.78020(N)    085 39 40.89292(W) AD(       ) 2
 FC1890  NAD 27      -  35 04 38.49700(N)    085 39 41.01100(W) AD(       ) 2
 FC1890  NGVD 29 (07/19/86)  602.7    (m)         1977.     (f) VERT ANG       
 FC1890
 FC1890.Superseded values are not recommended for survey control.
 FC1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1890.See file dsdata.txt to determine how the superseded data were derived.
 FC1890
 FC1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2204282450(NAD 83)
 FC1890_MARKER: DS = TRIANGULATION STATION DISK
 FC1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1890
 FC1890  HISTORY     - Date     Condition        Report By
 FC1890  HISTORY     - 1934     MONUMENTED       CGS
 FC1890  HISTORY     - 1962     GOOD             CGS
 FC1890  HISTORY     - 1979     GOOD             NGS
 FC1890
 FC1890                          STATION DESCRIPTION
 FC1890
 FC1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1890'ABOUT 5-1/4 MILES NORTH-NORTHEAST OF SOUTH PITTSBURG, 2-1/2 MILES
 FC1890'WEST BY SOUTH OF JASPER, AND ON HIGHEST POINT OF FULLERTONS
 FC1890'BLUFF ON THE CUMBERLAND PLATEAU.  TO REACH FROM JASPER, FOLLOW STATE
 FC1890'ROUTE 27 NORTHEAST 0.7 MILE TO SIGN JASPER CITY LIMIT ON LEFT,
 FC1890'TURN LEFT ONTO DIM LANE AND GO 0.45 MILE TO ITS END, PASS THROUGH
 FC1890'GATE, TURN LEFT AND GO 0.1 MILE, BEAR RIGHT ON ROCKY ROAD THROUGH
 FC1890'WOODS UP MOUNTAIN ABOUT 1/2 MILE TO HOME OF MR. CASH, PASS AROUND
 FC1890'LEFT SIDE OF MR. CASHS HOUSE AND GO 1/4 MILE TO ROAD FORKS WITH
 FC1890'TRIANGLE-BLAZED TREE AHEAD, FOLLOW RIGHT FORK 1/2 MILE TO DIM ROAD TO
 FC1890'RIGHT, TURN RIGHT AND GO 1-1/2 MILES ON BLAZED MOUNTAIN ROAD WHICH
 FC1890'FOLLOWS GENERAL DIRECTION OF BLUFF TO VERY LARGE TREE WITH TWO
 FC1890'TRIANGULAR BLAZES (JUST PAST WHAT IS KNOWN LOCALLY AS LOOKOUT), TURN
 FC1890'RIGHT ONTO DIM WOODS ROAD AND GO ABOUT 1/4 MILE TO HIGHEST POINT
 FC1890'AND STATION SITE.  STATION IS 7 YARDS NORTH-NORTHWEST OF
 FC1890'TRIANGLE-BLAZED 6-INCH OAK, 6 YARDS WEST OF TRIANGLE-BLAZED 10-INCH
 FC1890'OAK, 5 YARDS EAST-SOUTHEAST OF TRIANGLE-BLAZED 9-INCH OAK, AND 5
 FC1890'YARDS SOUTH OF TRIANGLE-BLAZED 8-INCH OAK.  SURFACE AND
 FC1890'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1890'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FC1890'CONCRETE.  NO. 1 IS 31 FEET SOUTHEAST OF 14-INCH OAK, 26
 FC1890'FEET SOUTH-SOUTHWEST OF 10-INCH OAK, AND 82.00 FEET FROM STATION
 FC1890'NO. 2 IS 24 FEET
 FC1890'WEST-NORTHWEST OF 10-INCH OAK, 22.6 FEET NORTH-NORTHWEST OF 6-INCH
 FC1890'OAK, AND 65.86 FEET FROM STATION. AIRWAY
 FC1890'BEACON NO. 13B IS ON SOUTH EDGE OF BLUFF, ON FIRST RIDGE NORTH OF
 FC1890'STATION, AND ABOUT 3 MILES DISTANT N 42 DEG 24 MIN E.
 FC1890
 FC1890                          STATION RECOVERY (1962)
 FC1890
 FC1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1890'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 FC1890'FOUND IN GOOD CONDITION.  AIRWAY BEACON NO. 13B WHICH WAS USED AS
 FC1890'AN AZIMUTH IN 1934 HAD BEEN DESTROYED AND NO SUITABLE PLACE COULD BE
 FC1890'FOUND FOR AN AZIMUTH MARK.
 FC1890'
 FC1890'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS-
 FC1890'
 FC1890'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF SOUTH PITTSBURG, 3
 FC1890'MILES SOUTH WEST OF JASPER AND ON THE HIGHEST POINT OF
 FC1890'FULLERTONS BLUFF ON CUMBERLAND PLATEAU.
 FC1890'
 FC1890'TO REACH THE STATION FROM THE COURTHOUSE IN JASPER, GO NORTHEAST ON
 FC1890'STATE ROUTE 27 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTE 150,
 FC1890'TURN LEFT ON STATE ROUTE 150 AND GO 4.3 MILES TO THE TOP OF THE HILL
 FC1890'AND A CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 0.65 MILE TO
 FC1890'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.45 MILE TO A GATE, PASS
 FC1890'THROUGH THE GATE AND FOLLOW MAIN ROAD FOR 0.5 MILE TO A GATE,
 FC1890'PASS THROUGH THE GATE AND GO 2.45 MILES TO A FORK, KEEP LEFT AND GO
 FC1890'1.85 MILES TO A SIDE ROAD ON THE LEFT AND A SAW MILL, CONTINUE ON
 FC1890'MAIN ROAD FOR 0.7 MILE TO A FORK, KEEP LEFT AND GO 1.4 MILE TO
 FC1890'THE STATION ON THE RIGHT.
 FC1890'
 FC1890'THE STATION IS 20 FEET WEST OF AN X BLAZED OAK TREE, 20 FEET
 FC1890'SOUTHWEST OF THE APPROXIMATE CENTER OF A WOODS ROAD AND 2.1 FEET
 FC1890'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A ROUND
 FC1890'CONCRETE MONUMENT, PROJECTING 5 INCHES, AND IS STAMPED FULLER 1934.
 FC1890'
 FC1890'REFERENCE MARK NO. 1 IS 65 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1890'OF A WOODS ROAD.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE
 FC1890'MONUMENT, PROJECTING 4 INCHES, AND IS STAMPED FULLER NO 1 1934.
 FC1890'
 FC1890'REFERENCE MARK NO. 2 IS 70 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1890'OF A WOODS ROAD.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE
 FC1890'MONUMENT, PROJECTING 3 INCHES, AND IS STAMPED FULLER NO 2 1934.
 FC1890
 FC1890                          STATION RECOVERY (1979)
 FC1890
 FC1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1890'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 FC1890'THE STATION MONUMENT APPEARED TO HAVE BEEN HIT AND WAS
 FC1890'LEANING.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 FC1890'CONDITION.  A NEW SURFACE MARK WAS SET HOLDING THE
 FC1890'UNDERGROUND POINT.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 FC1890'CONDITION, HOWEVER THE DISTANCE WAS NOTED
 FC1890'AND VERIFIED TO BE 0.020 METER LONGER.  REFERENCE MARK 2
 FC1890'WAS RECOVERED WITH THE MONUMENT BROKEN OFF AND
 FC1890'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 FC1890'FOLLOWING IS A COMPLETE DESCRIPTION.
 FC1890'
 FC1890'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST
 FC1890'OF JASPER, 5-1/2 MILES NORTHEAST OF SOUTH PITTSBURG, AND
 FC1890'ON PROPERTY OF HIWASSEE LAND COMPANY, SCOTTSBURG, AL 35768.
 FC1890'TELEPHONE NUMBER 205-574-2560.
 FC1890'
 FC1890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FC1890'41, 64, 72 AND STATE HIGHWAY 27 IN JASPER, GO NORTH
 FC1890'ON STATE HIGHWAY 27 FOR 1.15 MILES TO THE JUNCTION OF
 FC1890'STATE HIGHWAY 150 ON THE LEFT.  TURN LEFT AND GO NORTHERLY
 FC1890'ON STATE HIGHWAY 150 FOR 4.35 MILES TO A PAVED SIDE ROAD
 FC1890'ON THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 150
 FC1890'FOR 0.6 MILE TO A GRAVELED ROAD ON THE LEFT, AND SIGN
 FC1890'PRIVATE ROAD.  TURN LEFT AND GO SOUTHWESTERLY ON THE
 FC1890'GRAVELED ROAD FOR 1.6 MILES TO A GATE.  PASS THROUGH
 FC1890'THE GATE AND CONTINUE FOR 0.5 MILE TO A LOCKED PIPE GATE.
 FC1890'PASS THROUGH THE GATE AND CONTINUE FOR 1.3 MILES TO A
 FC1890'FORK.  KEEP LEFT FORK AND CONTINUE SOUTHERLY FOR
 FC1890'1.95 MILES TO A FORK.  KEEP LEFT FORK AND CONTINUE
 FC1890'SOUTHERLY FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.
 FC1890'TURN LEFT AND GO SOUTHEASTERLY FOR 1.3 MILES TO A FORK.
 FC1890'TAKE THE RIGHT FORK UPHILL FOR 0.15 MILE TO THE STATION
 FC1890'IN THE SOUTHEAST ANGLE OF A T-INTERSECTION OF DIM ROADS.
 FC1890'
 FC1890'THE STATION IS A STANDARD NGS DISK
 FC1890'STAMPED---FULLER 1934 1979---,
 FC1890'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 45 CM IN DIAMETER
 FC1890'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 FC1890'43 FEET WEST-SOUTHWEST FROM THE JUNCTION OF TWO DIM TRACK ROADS,
 FC1890'24.6 FEET NORTH FROM A TRIANGULAR BLAZED 24-INCH TREE, AND
 FC1890'7.9 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN.
 FC1890'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 FC1890'STAMPED---FULLER 1934---, SET INTO AN IRREGULAR MASS
 FC1890'OF CONCRETE 1 METER BELOW THE SURFACE.
 FC1890'
 FC1890'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 FC1890'STAMPED---FULLER NO 1 1934---,
 FC1890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1890'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1890'83 FEET SOUTH FROM THE CENTER OF A DIRT ROAD,
 FC1890'68.5 FEET EAST-SOUTHEAST FROM THE TRIANGULAR BLAZED TREE, AND
 FC1890'4 FEET NORTH-NORTHEAST FROM A BLAZED 6-INCH TREE.
 FC1890'MARK IS LEVEL WITH STATION.
 FC1890'
 FC1890'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 FC1890'STAMPED---FULLER 1934 NO 3 1979---,
 FC1890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1890'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1890'48.5 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST WITH SIGN,
 FC1890'38 FEET NORTHWEST FROM THE JUNCTION OF THE DIM ROADS, AND
 FC1890'2.2 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN.
 FC1890'MARK IS LEVEL WITH STATION.
 FC1890'
 FC1890'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH
 FC1890'ON LINE.
 FC1890'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.4 METERS.
 FC1890'LIGHT WAS SHOWN FROM THE TOP OF A G-MAST.
 FC1890'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0456 ***********************************************************************
 GD0456  DESIGNATION -  FULTON
 GD0456  PID         -  GD0456
 GD0456  STATE/COUNTY-  TN/OBION
 GD0456  USGS QUAD   -  CRUTCHFIELD (1969)
 GD0456
 GD0456                         *CURRENT SURVEY CONTROL
 GD0456  ___________________________________________________________________
 GD0456* NAD 83(1995)-  36 30 08.35411(N)    088 52 38.78565(W)     ADJUSTED  
 GD0456* NAVD 88     -       108.391  (meters)     355.61   (feet)  ADJUSTED  
 GD0456  ___________________________________________________________________
 GD0456  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GD0456  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0456  DYNAMIC HT  -         108.305 (meters)     355.33  (feet)  COMP
 GD0456  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GD0456
 GD0456  HORZ ORDER  -  THIRD
 GD0456  VERT ORDER  -  FIRST     CLASS II
 GD0456
 GD0456.The horizontal coordinates were established by classical geodetic methods
 GD0456.and adjusted by the National Geodetic Survey in April 1999..
 GD0456
 GD0456.The orthometric height was determined by differential leveling
 GD0456.and adjusted by the National Geodetic Survey in June 1991..
 GD0456
 GD0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0456
 GD0456.The geoid height was determined by GEOID03.
 GD0456
 GD0456.The dynamic height is computed by dividing the NAVD 88
 GD0456.geopotential number by the normal gravity value computed on the
 GD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0456.degrees latitude (g = 980.6199 gals.).
 GD0456
 GD0456.The modeled gravity was interpolated from observed gravity values.
 GD0456
 GD0456;                    North         East     Units Scale Factor Converg.
 GD0456;SPC TN       -   244,442.948   342,247.569   MT  1.00001631   -1 41 04.4
 GD0456;SPC TN       -   801,976.57  1,122,857.23   sFT  1.00001631   -1 41 04.4
 GD0456;SPC KY1Z     - 1,023,451.465 1,219,816.862   MT  1.00018958   -1 55 12.5
 GD0456;SPC KY1Z     - 3,357,773.68  4,002,015.82   sFT  1.00018958   -1 55 12.5
 GD0456;SPC KY S     -   523,390.609   219,854.704   MT  1.00004995   -1 53 48.0
 GD0456;SPC KY S     - 1,717,157.36    721,306.64   sFT  1.00004995   -1 53 48.0
 GD0456;UTM  16      - 4,041,304.503   331,861.465   MT  0.99994831   -1 07 01.4
 GD0456
 GD0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0456!SPC TN       -   0.99998740  x   1.00001631  =   1.00000371
 GD0456!SPC KY1Z     -   0.99998740  x   1.00018958  =   1.00017697
 GD0456!SPC KY S     -   0.99998740  x   1.00004995  =   1.00003735
 GD0456!UTM  16      -   0.99998740  x   0.99994831  =   0.99993571
 GD0456
 GD0456|---------------------------------------------------------------------|
 GD0456| PID    Reference Object                     Distance      Geod. Az  |
 GD0456|                                                           dddmmss.s |
 GD0456| GD1548 OBION CO FULTON CO LINE MARKER       12.146 METERS 02944     |
 GD0456| GD0455 FULTON AZ MK                                       0460334.5 |
 GD0456| GD1547 BOUNDARY MON KY TN                   52.426 METERS 07842     |
 GD0456| GD0457 FULTON RM 2                          26.893 METERS 17802     |
 GD0456| CG4077 FULTON RM 1                          45.903 METERS 29848     |
 GD0456| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX. 1.6 KM 3334126.3 |
 GD0456|---------------------------------------------------------------------|
 GD0456
 GD0456                          SUPERSEDED SURVEY CONTROL
 GD0456
 GD0456  NAD 83(1995)-  36 30 08.35434(N)    088 52 38.78582(W) AD(       ) 3
 GD0456  NAD 83(1995)-  36 30 08.36729(N)    088 52 38.78320(W) AD(       ) 3
 GD0456  NAD 83(1986)-  36 30 08.36729(N)    088 52 38.78320(W) AD(       ) 3
 GD0456  NAD 27      -  36 30 08.14900(N)    088 52 38.56700(W) AD(       ) 3
 GD0456  NGVD 29 (??/??/??)  108.364  (m)          355.52   (f) ADJUSTED    1 2
 GD0456
 GD0456.Superseded values are not recommended for survey control.
 GD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0456.See file dsdata.txt to determine how the superseded data were derived.
 GD0456
 GD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3186141305(NAD 83)
 GD0456_MARKER: DS = TRIANGULATION STATION DISK
 GD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD0456_STAMPING: FULTON 1934
 GD0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0456
 GD0456  HISTORY     - Date     Condition        Report By
 GD0456  HISTORY     - 1934     MONUMENTED       CGS
 GD0456  HISTORY     - 1948     GOOD             CGS
 GD0456  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GD0456  HISTORY     - 1952     SEE DESCRIPTION  USGS
 GD0456  HISTORY     - 1975     MARK NOT FOUND   NGS
 GD0456
 GD0456                          STATION DESCRIPTION
 GD0456
 GD0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0456'NEAR KENTUCKY-TENNESSEE STATE LINE, IN CITY OF FULTON, 48 FEET EAST
 GD0456'OF LARGE LOCUST TREE, AND 47.0 FEET SOUTH OF CENTER LINE OF MAIN
 GD0456'TRACK OF ILLINOIS CENTRAL RAILROAD.  SURFACE AND UNDERGROUND MARKS
 GD0456'ARE STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GD0456'MARK NO. 1 IS STANDARD REFERENCE DISK IN WEST END OF SOUTH CONCRETE
 GD0456'RAIL OF HIGHWAY BRIDGE AND 150.6 FEET FROM STATION N 61 DEG 12
 GD0456'MIN W.  NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE.
 GD0456'AT BOARD FENCE LINE AND 88.23 FEET FROM STATION S 1 DEG 58 MIN E.
 GD0456'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CURB AT
 GD0456'NORTHWEST INTERSECTION OF FOURTH AND LAKE STREETS, IN FRONT OF SMITHS
 GD0456'CAFE, ON LINE WITH EAST BUILDING LINE, AND APPROXIMATELY 0.2 MILE
 GD0456'FROM STATION N 46 DEG 04 MIN E.  KENTUCKY-TENNESSEE
 GD0456'BOUNDARY MONUMENT, SEE DESCRIPTION THEREOF, IS 172.7 FEET FROM
 GD0456'STATION N 78 DEG 42 MIN E.   OBION COUNTY, TENN.-FULTON
 GD0456'COUNTY, KY., COUNTY-LINE MARKER, IS 39.85 FEET FROM STATION
 GD0456'N 29 DEG 44 MIN E.
 GD0456
 GD0456                          STATION RECOVERY (1948)
 GD0456
 GD0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0456'AT SOUTH FULTON.
 GD0456'AT SOUTH FULTON, TENNESSEE, AT THE INTERSECTION OF STATE LINE
 GD0456'STREET AND THE MEMPHIS LINE OF THE ILLINOIS CENTRAL RAILROAD,
 GD0456'ABOUT 0.3 MILE SOUTHWEST ALONG LAKE STREET (FULTON, KY.) FROM
 GD0456'SMITHS CAFE, 120 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF THE
 GD0456'RR AND STATE LINE STREET, 47.5 FEET SOUTHEAST OF THE SOUTHEAST
 GD0456'RAIL OF THE MAIN TRACK, 40.5 FEET SOUTH-SOUTHWEST OF A COUNTY LINE
 GD0456'MARKER POST (OBION CO. TENNESSEE ON SOUTH SIDE OF POST AND FULTON
 GD0456'CO. KY. OF NORTH SIDE) 44.8 FEET SOUTH OF THE WEST CORNER OF THE
 GD0456'HAY BARN AND SACK STORE ROOM BUILDING OF THE BROWDER MILLING CO.
 GD0456'14 FEET SOUTHEAST OF THE R.R. RIGHT-OF-WAY FENCE, AND IN A
 GD0456'PARKING LOT OF THE MILLINS COMPANY.  NOTE-- ADDITIONAL
 GD0456'CONSTRUCTION ON THE BROWDER MILLING COMPANY BUILDING IS NOW
 GD0456'STARTED AND DESCRIPTION WILL BE OBSOLETE IN PARTS WHEN THE
 GD0456'CONSTRUCTION IS COMPLETED.
 GD0456
 GD0456                          STATION RECOVERY (1951)
 GD0456
 GD0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JAW)
 GD0456'STATIONS SURFACE MARK AND REFERENCE MARK 2 WERE DESTROYED IN THE
 GD0456'PROCESS OF BUILDING THE BROWDER MILLING CO. CORN SHELLING PLANT.
 GD0456'REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 GD0456'THE ORIGINAL DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.
 GD0456'
 GD0456'IT IS BELIEVED THAT THE UNDERGROUND MARK WAS NOT DISTURBED, AS IT WAS
 GD0456'LEARNED THAT THE STATION MARK HAD BEEN BROKEN OFF WHEN THE CONCRETE
 GD0456'DRIVE TO THE PLANT WAS PUT IN.  AN IRON STAKE, WHICH IS FLUSH WITH
 GD0456'THE CONCRETE, IN FRONT OF THE N ENTRANCE TO THE BROWDER MILLING CO.
 GD0456'CORN SHELLING PLANT AND 6 FT. S OF THE S RAIL OF A RAILROAD SIDING,
 GD0456'MARKS THE APPROXIMATE LOCATION OF THE STATION.
 GD0456'
 GD0456'REFERENCE MARK 2 OR ITS LOCATION COULD NOT BE RECOVERED.
 GD0456
 GD0456                          STATION RECOVERY (1952)
 GD0456
 GD0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GD0456'THIS IS THE SURFACE MARKER.  CONSTRUCTION ON THE BROWDER MILL CAUSED
 GD0456'THE MARKER TO BE DESTROYED.
 GD0456
 GD0456                          STATION RECOVERY (1975)
 GD0456
 GD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GD0456'THE ONLY THING FOUND AT THE SITE WAS AN IRON STAKE SET IN A
 GD0456'CONCRETE DRIVEWAY.  THE PROPERTY OWNER WOULD NOT ALLOW THE
 GD0456'CONCRETE TO BE BROKEN AND A SEARCH MADE FOR THE STATION
 GD0456'MARK.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 GD0456'DESTROYED BY BRIDGE REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2467 ***********************************************************************
 GA2467  DESIGNATION -  FURGERSON
 GA2467  PID         -  GA2467
 GA2467  STATE/COUNTY-  TN/KNOX
 GA2467  USGS QUAD   -  JOHN SEVIER (1992)
 GA2467
 GA2467                         *CURRENT SURVEY CONTROL
 GA2467  ___________________________________________________________________
 GA2467* NAD 83(1995)-  36 01 25.61839(N)    083 52 18.69339(W)     ADJUSTED  
 GA2467* NAVD 88     -       341.732  (meters)    1121.17   (feet)  ADJUSTED  
 GA2467  ___________________________________________________________________
 GA2467  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GA2467  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2467  DYNAMIC HT  -         341.418 (meters)    1120.14  (feet)  COMP
 GA2467  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2467
 GA2467  HORZ ORDER  -  SECOND
 GA2467  VERT ORDER  -  SECOND    CLASS 0
 GA2467
 GA2467.The horizontal coordinates were established by classical geodetic methods
 GA2467.and adjusted by the National Geodetic Survey in April 1999..
 GA2467
 GA2467.The orthometric height was determined by differential leveling
 GA2467.and adjusted by the National Geodetic Survey in June 1991..
 GA2467
 GA2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2467
 GA2467.The geoid height was determined by GEOID03.
 GA2467
 GA2467.The dynamic height is computed by dividing the NAVD 88
 GA2467.geopotential number by the normal gravity value computed on the
 GA2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2467.degrees latitude (g = 980.6199 gals.).
 GA2467
 GA2467.The modeled gravity was interpolated from observed gravity values.
 GA2467
 GA2467;                    North         East     Units Scale Factor Converg.
 GA2467;SPC TN       -   189,639.674   791,799.420   MT  0.99995386   +1 14 45.2
 GA2467;SPC TN       -   622,176.16  2,597,761.93   sFT  0.99995386   +1 14 45.2
 GA2467;UTM  17      - 3,990,402.572   241,210.207   MT  1.00042530   -1 41 23.8
 GA2467
 GA2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2467!SPC TN       -   0.99995119  x   0.99995386  =   0.99990506
 GA2467!UTM  17      -   0.99995119  x   1.00042530  =   1.00037647
 GA2467
 GA2467|---------------------------------------------------------------------|
 GA2467| PID    Reference Object                     Distance      Geod. Az  |
 GA2467|                                                           dddmmss.s |
 GA2467| GA2468 FURGERSON RM 2                       25.602 METERS 10336     |
 GA2467| DB9405 FURGERSON AZ MK                                    1852831.4 |
 GA2467| FB2652 BURLINGTON MC CALLA AVE BAP CH      APPROX. 2.9 KM 1885444.6 |
 GA2467| GA2466 FURGERSON RM 1                       22.753 METERS 34945     |
 GA2467|---------------------------------------------------------------------|
 GA2467
 GA2467                          SUPERSEDED SURVEY CONTROL
 GA2467
 GA2467  NAD 83(1995)-  36 01 25.62390(N)    083 52 18.69198(W) AD(       ) 2
 GA2467  NAD 83(1995)-  36 01 25.62386(N)    083 52 18.69199(W) AD(       ) 2
 GA2467  NAD 83(1995)-  36 01 25.62802(N)    083 52 18.69065(W) AD(       ) 2
 GA2467  NAD 83(1986)-  36 01 25.63334(N)    083 52 18.68882(W) AD(       ) 2
 GA2467  NAD 27      -  36 01 25.33180(N)    083 52 19.03310(W) AD(       ) 2
 GA2467  NGVD 29 (??/??/92)  341.869  (m)         1121.62   (f) ADJ UNCH    2 0
 GA2467
 GA2467.Superseded values are not recommended for survey control.
 GA2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2467.See file dsdata.txt to determine how the superseded data were derived.
 GA2467
 GA2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4121090403(NAD 83)
 GA2467_MARKER: DS = TRIANGULATION STATION DISK
 GA2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2467_STAMPING: FURGERSON 1960
 GA2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2467+STABILITY: SURFACE MOTION
 GA2467
 GA2467  HISTORY     - Date     Condition        Report By
 GA2467  HISTORY     - 1960     MONUMENTED       CGS
 GA2467  HISTORY     - 1961     GOOD             NGS
 GA2467  HISTORY     - 1982     GOOD             LOCENG
 GA2467
 GA2467                          STATION DESCRIPTION
 GA2467
 GA2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2467'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF DOWNTOWN KNOXVILLE
 GA2467'AND SOUTH OF BUFFAT MILLS
 GA2467'ROAD.
 GA2467'
 GA2467'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70, 25W,
 GA2467'11E, AND 11W IN THE EASTERN
 GA2467'SECTION OF KNOXVILLE, GO NORTHEAST, ON U.  S.  HIGHWAY
 GA2467'11W, RUTLEDGE PIKE, FOR 0.9 MILE
 GA2467'TO A SIDE ROAD ON THE LEFT.  TURN
 GA2467'LEFT, AND GO 0.9 MILE TO THE TOP OF HILL AND BUFFAT
 GA2467'MILLS ROAD.  TURN
 GA2467'RIGHT, ON BUFFAT MILLS ROAD, AND GO 0.1 MILE TO A LARGE WHITE HOUSE
 GA2467'ON THE RIGHT AND
 GA2467'THE STATION.
 GA2467'
 GA2467'THE STATION MARK IS A STANDARD DISK, STAMPED FURGERSON 1960, SET IN A
 GA2467'CONCRETE MONUMENT WHICH IS
 GA2467'FLUSH.  IT IS 133 FEET SOUTH OF THE SOUTHWEST
 GA2467'CORNER OF A HOUSE, 89 FEET WEST OF
 GA2467'THE NORTHWEST CORNER OF A BARN, 85
 GA2467'FEET SOUTHEAST OF A 36-INCH TREE , AND 2.7 FEET WEST
 GA2467'OF A WITNESS
 GA2467'SIGN.
 GA2467'
 GA2467'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FURGERSON NO 1 1960,
 GA2467'SET IN A CONCRETE MONUMENT
 GA2467'WHICH IS FLUSH.  IT IS 72 FEET SOUTHWEST OF THE
 GA2467'SOUTHWEST CORNER OF A HOUSE, AND 35
 GA2467'FEET EAST OF A 36-INCH TREE.
 GA2467'
 GA2467'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FURGERSON NO 2 1960,
 GA2467'SET IN A CONCRETE MONUMENT
 GA2467'WHICH IS FLUSH.  IT IS 7 FEET WEST OF THE NORTHWEST
 GA2467'CORNER OF A BARN, AND ABOUT 1 FOOT
 GA2467'LOWER THAN THE STATION MARK.
 GA2467'
 GA2467'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FURGERSON 1960, SET IN A
 GA2467'CONCRETE MONUMENT WHICH IS
 GA2467'FLUSH.  IT IS 25 FEET EAST OF THE CENTER OF A HARD
 GA2467'SURFACE ROAD, 1.6 FEET SOUTH OF A
 GA2467'POWER LINE POLE, AND 1.4 FEET EAST
 GA2467'OF A WITNESS SIGN.
 GA2467'
 GA2467'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MILDRED DRIVE AND
 GA2467'WOODHAVEN DRIVE, GO SOUTH,
 GA2467'ON WOODHAVEN DRIVE FOR 0.1 MILE.  TURN LEFT, EAST,
 GA2467'AND GO 0.05 MILE.  TURN LEFT,
 GA2467'NORTH, AND GO 0.05 MILE TO THE AZIMUTH
 GA2467'MARK ON THE RIGHT.
 GA2467'
 GA2467'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GA2467
 GA2467                          STATION RECOVERY (1961)
 GA2467
 GA2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2467'IN EAST KNOXVILLE.
 GA2467'FROM THE INTERSECTION OF SPRING HILL ROAD AND BUFFAT MILLS ROAD
 GA2467'IN EAST KNOXVILLE, GO 0.1 MILE EAST ON BUFFAT MILLS ROAD TO A
 GA2467'LARGE WHITE HOUSE ON THE SOUTH SIDE OF THE ROAD.  THE STATION
 GA2467'MARK IS 133 FT. SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 89 FT.
 GA2467'WEST OF THE NORTHWEST CORNER OF A BARN, 85 FT. SOUTHEAST OF A 36-INCH
 GA2467'TREE, AND 2.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GA2467'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS STATION IS
 GA2467'ABOUT 0.8 MILE SOUTH OF CAMP 1960.
 GA2467
 GA2467                          STATION RECOVERY (1982)
 GA2467
 GA2467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2467'FURGERSON 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 GA2467'AND NOTED HERWITH--IN THE HORIZONTAL CONTROL DATA - TRIANGULATION
 GA2467'STATION INFORMATION--THE ROAD DESCRIBED AS A SIDE ROAD ON THE LEFT
 GA2467'IS SPRING HILL RD. AND THE LARGE WHITE HOUSE IS PRESENTLY STANDING
 GA2467'BUT ABANDONED AND IN POOR CONDITION.  ALSO THE WITNESS SIGN HAS
 GA2467'BEEN REMOVED AND WOULD GREATLY AID IN LOCATING THE MARK IF IT
 GA2467'WERE REPLACED.  (CITY BLK 32500)
 GA2467'
 GA2467'FURGERSON NO. 2 1960 RECOVERED IN GOOD CONDITION - RECOVERED AS
 GA2467'DESCRIBED.  (CITY BLK 32500
 GA2467'
 GA2467'FURGERSON 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 GA2467'AND NOTED HEREWITH--THE MARK IS A DISK LOCATED IN THE N. W. CORNER
 GA2467'OF A LOT AT 1708 HAVENHILL LANE AND NEAR THE S. E. POINT OF CURVE OF
 GA2467'THE CUL-DE-SAC.  ALSO, THE MARK IS 27 FEET N. E. OF A SANITARY
 GA2467'MANHOLE IN SAID CUL-DE-SAC.  (CITY BLOCK NO. 32470)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2466 ***********************************************************************
 GA2466  DESIGNATION -  FURGERSON RM 1
 GA2466  PID         -  GA2466
 GA2466  STATE/COUNTY-  TN/KNOX
 GA2466  USGS QUAD   -  JOHN SEVIER (1992)
 GA2466
 GA2466                         *CURRENT SURVEY CONTROL
 GA2466  ___________________________________________________________________
 GA2466* NAD 83(1986)-  36 01 25.     (N)    083 52 19.     (W)     SCALED    
 GA2466* NAVD 88     -       342.062  (meters)    1122.25   (feet)  ADJUSTED  
 GA2466  ___________________________________________________________________
 GA2466  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2466  DYNAMIC HT  -         341.747 (meters)    1121.21  (feet)  COMP
 GA2466  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2466
 GA2466  VERT ORDER  -  SECOND    CLASS 0
 GA2466
 GA2466.The horizontal coordinates were scaled from a topographic map and have
 GA2466.an estimated accuracy of +/- 6 seconds.
 GA2466
 GA2466.The orthometric height was determined by differential leveling
 GA2466.and adjusted by the National Geodetic Survey in June 1991..
 GA2466
 GA2466.The geoid height was determined by GEOID03.
 GA2466
 GA2466.The dynamic height is computed by dividing the NAVD 88
 GA2466.geopotential number by the normal gravity value computed on the
 GA2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2466.degrees latitude (g = 980.6199 gals.).
 GA2466
 GA2466.The modeled gravity was interpolated from observed gravity values.
 GA2466
 GA2466;                    North         East    Units  Estimated Accuracy
 GA2466;SPC TN       -   189,620.      791,790.      MT  (+/- 180 meters Scaled)
 GA2466
 GA2466                          SUPERSEDED SURVEY CONTROL
 GA2466
 GA2466  NGVD 29 (??/??/92)  342.198  (m)         1122.69   (f) ADJ UNCH    2 0
 GA2466
 GA2466.Superseded values are not recommended for survey control.
 GA2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2466.See file dsdata.txt to determine how the superseded data were derived.
 GA2466
 GA2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV412903(NAD 83)
 GA2466_MARKER: DR = REFERENCE MARK DISK
 GA2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2466_STAMPING: FURGERSON NO 1 1960
 GA2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2466+STABILITY: SURFACE MOTION
 GA2466
 GA2466  HISTORY     - Date     Condition        Report By
 GA2466  HISTORY     - 1960     MONUMENTED       CGS
 GA2466  HISTORY     - 1961     GOOD             NGS
 GA2466  HISTORY     - 1982     GOOD             LOCENG
 GA2466
 GA2466                          STATION DESCRIPTION
 GA2466
 GA2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2466'IN EAST KNOXVILLE.
 GA2466'FROM THE INTERSECTION OF SPRING HILL ROAD AND BUFFAT MILLS ROAD
 GA2466'IN EAST KNOXVILLE, GO 0.1 MILE EAST ON BUFFAT MILLS ROAD TO A
 GA2466'LARGE WHITE HOUSE ON THE SOUTH SIDE OF THE ROAD.  THE REFERENCE
 GA2466'MARK IS 74.6 FT. NORTH OF THE STATION MARK, 72 FT. SOUTHWEST OF
 GA2466'THE SOUTHWEST CORNER OF THE HOUSE, AND 35 FT. EAST OF A 36-INCH
 GA2466'TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA2466'GROUND.
 GA2466
 GA2466                          STATION RECOVERY (1982)
 GA2466
 GA2466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2468 ***********************************************************************
 GA2468  DESIGNATION -  FURGERSON RM 2
 GA2468  PID         -  GA2468
 GA2468  STATE/COUNTY-  TN/KNOX
 GA2468  USGS QUAD   -  JOHN SEVIER (1992)
 GA2468
 GA2468                         *CURRENT SURVEY CONTROL
 GA2468  ___________________________________________________________________
 GA2468* NAD 83(1986)-  36 01 25.     (N)    083 52 19.     (W)     SCALED    
 GA2468* NAVD 88     -       340.877  (meters)    1118.36   (feet)  ADJUSTED  
 GA2468  ___________________________________________________________________
 GA2468  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2468  DYNAMIC HT  -         340.563 (meters)    1117.33  (feet)  COMP
 GA2468  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2468
 GA2468  VERT ORDER  -  SECOND    CLASS 0
 GA2468
 GA2468.The horizontal coordinates were scaled from a topographic map and have
 GA2468.an estimated accuracy of +/- 6 seconds.
 GA2468
 GA2468.The orthometric height was determined by differential leveling
 GA2468.and adjusted by the National Geodetic Survey in June 1991..
 GA2468
 GA2468.The geoid height was determined by GEOID03.
 GA2468
 GA2468.The dynamic height is computed by dividing the NAVD 88
 GA2468.geopotential number by the normal gravity value computed on the
 GA2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2468.degrees latitude (g = 980.6199 gals.).
 GA2468
 GA2468.The modeled gravity was interpolated from observed gravity values.
 GA2468
 GA2468;                    North         East    Units  Estimated Accuracy
 GA2468;SPC TN       -   189,620.      791,790.      MT  (+/- 180 meters Scaled)
 GA2468
 GA2468                          SUPERSEDED SURVEY CONTROL
 GA2468
 GA2468  NGVD 29 (??/??/92)  341.013  (m)         1118.81   (f) ADJ UNCH    2 0
 GA2468
 GA2468.Superseded values are not recommended for survey control.
 GA2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2468.See file dsdata.txt to determine how the superseded data were derived.
 GA2468
 GA2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV412903(NAD 83)
 GA2468_MARKER: DR = REFERENCE MARK DISK
 GA2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2468_STAMPING: FURGERSON NO 2 1960
 GA2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2468+STABILITY: SURFACE MOTION
 GA2468
 GA2468  HISTORY     - Date     Condition        Report By
 GA2468  HISTORY     - 1960     MONUMENTED       CGS
 GA2468  HISTORY     - 1961     GOOD             NGS
 GA2468
 GA2468                          STATION DESCRIPTION
 GA2468
 GA2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2468'IN EAST KNOXVILLE.
 GA2468'FROM THE INTERSECTION OF SPRING HILL ROAD AND BUFFAT MILLS ROAD
 GA2468'IN EAST KNOXVILLE, GO 0.1 MILE EAST ON BUFFAT MILLS ROAD TO A
 GA2468'LARGE WHITE HOUSE ON THE SOUTH SIDE OF THE ROAD.  THE REFERENCE
 GA2468'MARK IS 84 FT. EAST OF THE STATION MARK, AND 7 FT. WEST OF THE
 GA2468'NORTHWEST CORNER OF A BARN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2468'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1158 ***********************************************************************
 FD1158  DESIGNATION -  FURNACE
 FD1158  PID         -  FD1158
 FD1158  STATE/COUNTY-  TN/HICKMAN
 FD1158  USGS QUAD   -  BUCKSNORT (1968)
 FD1158
 FD1158                         *CURRENT SURVEY CONTROL
 FD1158  ___________________________________________________________________
 FD1158* NAD 83(1995)-  35 53 48.09524(N)    087 38 23.22792(W)     ADJUSTED  
 FD1158* NAVD 88     -       187.785  (meters)     616.09   (feet)  ADJUSTED  
 FD1158  ___________________________________________________________________
 FD1158  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FD1158  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD1158  DYNAMIC HT  -         187.621 (meters)     615.55  (feet)  COMP
 FD1158  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 FD1158
 FD1158  HORZ ORDER  -  SECOND
 FD1158  VERT ORDER  -  SECOND    CLASS 0
 FD1158
 FD1158.The horizontal coordinates were established by classical geodetic methods
 FD1158.and adjusted by the National Geodetic Survey in April 1999..
 FD1158
 FD1158.The orthometric height was determined by differential leveling
 FD1158.and adjusted by the National Geodetic Survey in June 1991..
 FD1158
 FD1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1158
 FD1158.The geoid height was determined by GEOID03.
 FD1158
 FD1158.The dynamic height is computed by dividing the NAVD 88
 FD1158.geopotential number by the normal gravity value computed on the
 FD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1158.degrees latitude (g = 980.6199 gals.).
 FD1158
 FD1158.The modeled gravity was interpolated from observed gravity values.
 FD1158
 FD1158;                    North         East     Units Scale Factor Converg.
 FD1158;SPC TN       -   174,693.415   451,972.777   MT  0.99994900   -0 57 36.0
 FD1158;SPC TN       -   573,139.98  1,482,847.35   sFT  0.99994900   -0 57 36.0
 FD1158;UTM  16      - 3,972,679.322   442,262.161   MT  0.99964108   -0 22 30.5
 FD1158
 FD1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1158!SPC TN       -   0.99997500  x   0.99994900  =   0.99992400
 FD1158!UTM  16      -   0.99997500  x   0.99964108  =   0.99961609
 FD1158
 FD1158|---------------------------------------------------------------------|
 FD1158| PID    Reference Object                     Distance      Geod. Az  |
 FD1158|                                                           dddmmss.s |
 FD1158| FD1159 FURNACE RM 1                         23.397 METERS 03702     |
 FD1158| FD1157 FURNACE RM 2                         22.531 METERS 18107     |
 FD1158| FD1153 POTTER                              APPROX. 2.2 KM 2422447.3 |
 FD1158|---------------------------------------------------------------------|
 FD1158
 FD1158                          SUPERSEDED SURVEY CONTROL
 FD1158
 FD1158  NAD 83(1995)-  35 53 48.09718(N)    087 38 23.23113(W) AD(       ) 2
 FD1158  NAD 83(1986)-  35 53 48.10560(N)    087 38 23.22885(W) AD(       ) 2
 FD1158  NAD 27      -  35 53 47.87730(N)    087 38 23.15800(W) AD(       ) 2
 FD1158  NGVD 29 (??/??/92)  187.805  (m)          616.16   (f) ADJ UNCH    2 0
 FD1158
 FD1158.Superseded values are not recommended for survey control.
 FD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1158.See file dsdata.txt to determine how the superseded data were derived.
 FD1158
 FD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4226272679(NAD 83)
 FD1158_MARKER: DE = TRAVERSE STATION DISK
 FD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1158_STAMPING: FURNACE 1959
 FD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1158+STABILITY: SURFACE MOTION
 FD1158
 FD1158  HISTORY     - Date     Condition        Report By
 FD1158  HISTORY     - 1959     MONUMENTED       CGS
 FD1158  HISTORY     - 1959     GOOD             CGS
 FD1158
 FD1158                          STATION DESCRIPTION
 FD1158
 FD1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1158'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF WAVERLY, 3 MILES
 FD1158'WEST OF SPOT AND 4 MILES
 FD1158'NORTHEAST OF ONLY.
 FD1158'
 FD1158'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, WHICH IS ABOUT 18
 FD1158'MILES SOUTHEAST OF
 FD1158'WAVERLY, GO EAST ON A BLACK TOP ROAD FOR 0.95 MILE TO A
 FD1158'SIDE ROAD ON THE LEFT, TURN
 FD1158'LEFT, NORTH, ON A GRAVELED ROAD FOR 1.45
 FD1158'MILES TO A DIM ROAD ON THE LEFT, TURN RIGHT,
 FD1158'EAST, AND FOLLOW MAIN
 FD1158'GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE RIGHT,
 FD1158'CONTINUE
 FD1158'STRAIGHT AHEAD FOR 0.45 MILE TO A REVERSE Y, TURN SHARP RIGHT AND GO
 FD1158'0.6 MILE TO A DIM
 FD1158'TRACK ROAD ON THE LEFT, TURN LEFT ON DIM TRACK ROAD
 FD1158'FOR 0.25 MILE TO THE STATION AS
 FD1158'DESCRIBED.
 FD1158'
 FD1158'THE STATION IS 49 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE
 FD1158'AROUND A SMALL CEMETERY, 39
 FD1158'FEET SOUTH OF A LARGE TRIANGLE BLAZED OAK TREE, AND 16
 FD1158'FEET WEST OF A DIM TRACK ROAD
 FD1158'AND 5 FEET SOUTH-SOUTHEAST OF A WITNESS
 FD1158'POST.  IT IS A STANDARD TRAVERSE DISK SET IN A
 FD1158'10-INCH SQUARE
 FD1158'CONCRETE POST WITH AN UNDERGROUND MARK, IS SET FLUSH WITH THE
 FD1158'SURROUNDING
 FD1158'SURFACE AND IS STAMPED FURNACE 1959.
 FD1158'
 FD1158'REFERENCE MARK NO 1 IS 18 FEET WEST OF A DIM TRACK ROAD AND 15 FEET
 FD1158'NORTH- NORTHEAST OF THE
 FD1158'GATE OF A SMALL CEMETERY, IS SET FLUSH WITH THE
 FD1158'SURROUNDING SURFACE AND IS STAMPED
 FD1158'FURNACE NO 1 1959.
 FD1158'
 FD1158'REFERENCE MARK NO 2 IS 12 FEET EAST OF A DIM TRACK ROAD AND 4.5 FEET
 FD1158'NORTH- NORTHEAST OF A 12
 FD1158'INCH OAK TREE, IT PROJECTS 3 INCHES ABOVE THE
 FD1158'SURROUNDING SURFACE AND IS STAMPED
 FD1158'FURNACE NO 2 1959.
 FD1158'
 FD1158'NO AZIMUTH MARK WAS SET AS NO SUITABLE PLACE COULD BE FOUND.
 FD1158
 FD1158                          STATION RECOVERY (1959)
 FD1158
 FD1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1158'5.8 MI NE FROM ONLY.
 FD1158'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1158'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1158'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON
 FD1158'A GRAVELED ROAD, THENCE 0.6 MILE SOUTH AND EAST, THENCE 0.25
 FD1158'MILE NORTH ON A DIM TRACK ROAD TO THE STATION AS DESCRIBED,
 FD1158'49 FT. SOUTH OF THE SOUTHWEST CORNER OF A FENCE AROUND A SMALL
 FD1158'CEMETERY, 39 FT. SOUTH OF A LARGE TRIANGLE BLAZED OAK TREE,
 FD1158'16 FT. WEST OF A DIM TRACK ROAD, AND 5 FT. SOUTH-SOUTHEAST OF
 FD1158'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FD1158'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1159 ***********************************************************************
 FD1159  DESIGNATION -  FURNACE RM 1
 FD1159  PID         -  FD1159
 FD1159  STATE/COUNTY-  TN/HICKMAN
 FD1159  USGS QUAD   -  BUCKSNORT (1968)
 FD1159
 FD1159                         *CURRENT SURVEY CONTROL
 FD1159  ___________________________________________________________________
 FD1159* NAD 83(1986)-  35 53 47.     (N)    087 38 23.     (W)     SCALED    
 FD1159* NAVD 88     -       189.266  (meters)     620.95   (feet)  ADJUSTED  
 FD1159  ___________________________________________________________________
 FD1159  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD1159  DYNAMIC HT  -         189.102 (meters)     620.41  (feet)  COMP
 FD1159  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 FD1159
 FD1159  VERT ORDER  -  SECOND    CLASS 0
 FD1159
 FD1159.The horizontal coordinates were scaled from a topographic map and have
 FD1159.an estimated accuracy of +/- 6 seconds.
 FD1159
 FD1159.The orthometric height was determined by differential leveling
 FD1159.and adjusted by the National Geodetic Survey in June 1991..
 FD1159
 FD1159.The geoid height was determined by GEOID03.
 FD1159
 FD1159.The dynamic height is computed by dividing the NAVD 88
 FD1159.geopotential number by the normal gravity value computed on the
 FD1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1159.degrees latitude (g = 980.6199 gals.).
 FD1159
 FD1159.The modeled gravity was interpolated from observed gravity values.
 FD1159
 FD1159;                    North         East    Units  Estimated Accuracy
 FD1159;SPC TN       -   174,660.      451,980.      MT  (+/- 180 meters Scaled)
 FD1159
 FD1159                          SUPERSEDED SURVEY CONTROL
 FD1159
 FD1159  NGVD 29 (??/??/92)  189.287  (m)          621.02   (f) ADJ UNCH    2 0
 FD1159
 FD1159.Superseded values are not recommended for survey control.
 FD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1159.See file dsdata.txt to determine how the superseded data were derived.
 FD1159
 FD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422726(NAD 83)
 FD1159_MARKER: DR = REFERENCE MARK DISK
 FD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1159_STAMPING: FURNACE NO 1 1959
 FD1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1159+STABILITY: SURFACE MOTION
 FD1159
 FD1159  HISTORY     - Date     Condition        Report By
 FD1159  HISTORY     - 1959     MONUMENTED       CGS
 FD1159
 FD1159                          STATION DESCRIPTION
 FD1159
 FD1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1159'5.8 MI NE FROM ONLY.
 FD1159'THIS MARK IS LOCATED AT THE FURNACE 1959 STATION SITE, 76.7 FT.
 FD1159'NORTH-NORTHEAST OF THE STATION MARK, 18 FT. WEST OF A DIM TRACK
 FD1159'ROAD, AND 15 FT. NORTH-NORTHEAST OF THE GATE OF A SMALL CEMETERY,
 FD1159'A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 FD1159'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1157 ***********************************************************************
 FD1157  DESIGNATION -  FURNACE RM 2
 FD1157  PID         -  FD1157
 FD1157  STATE/COUNTY-  TN/HICKMAN
 FD1157  USGS QUAD   -  BUCKSNORT (1968)
 FD1157
 FD1157                         *CURRENT SURVEY CONTROL
 FD1157  ___________________________________________________________________
 FD1157* NAD 83(1986)-  35 53 47.     (N)    087 38 23.     (W)     SCALED    
 FD1157* NAVD 88     -       185.960  (meters)     610.10   (feet)  ADJUSTED  
 FD1157  ___________________________________________________________________
 FD1157  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD1157  DYNAMIC HT  -         185.798 (meters)     609.57  (feet)  COMP
 FD1157  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 FD1157
 FD1157  VERT ORDER  -  SECOND    CLASS 0
 FD1157
 FD1157.The horizontal coordinates were scaled from a topographic map and have
 FD1157.an estimated accuracy of +/- 6 seconds.
 FD1157
 FD1157.The orthometric height was determined by differential leveling
 FD1157.and adjusted by the National Geodetic Survey in June 1991..
 FD1157
 FD1157.The geoid height was determined by GEOID03.
 FD1157
 FD1157.The dynamic height is computed by dividing the NAVD 88
 FD1157.geopotential number by the normal gravity value computed on the
 FD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1157.degrees latitude (g = 980.6199 gals.).
 FD1157
 FD1157.The modeled gravity was interpolated from observed gravity values.
 FD1157
 FD1157;                    North         East    Units  Estimated Accuracy
 FD1157;SPC TN       -   174,660.      451,980.      MT  (+/- 180 meters Scaled)
 FD1157
 FD1157                          SUPERSEDED SURVEY CONTROL
 FD1157
 FD1157  NGVD 29 (??/??/92)  185.981  (m)          610.17   (f) ADJ UNCH    2 0
 FD1157
 FD1157.Superseded values are not recommended for survey control.
 FD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1157.See file dsdata.txt to determine how the superseded data were derived.
 FD1157
 FD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422726(NAD 83)
 FD1157_MARKER: DR = REFERENCE MARK DISK
 FD1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1157_STAMPING: FURNACE NO 2 1959
 FD1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1157+STABILITY: SURFACE MOTION
 FD1157
 FD1157  HISTORY     - Date     Condition        Report By
 FD1157  HISTORY     - 1959     MONUMENTED       CGS
 FD1157
 FD1157                          STATION DESCRIPTION
 FD1157
 FD1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1157'5.8 MI NE FROM ONLY.
 FD1157'THIS MARK IS LOCATED AT THE FURNACE 1959 STATION SITE, 73.9
 FD1157'FT. SOUTH OF THE STATION MARK, 12 FT. EAST OF A DIM TRACK ROAD,
 FD1157'AND 4.5 FT. NORTH-NORTHEAST OF A 12-INCH OAK TREE, A DISK SET
 FD1157'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9836 ***********************************************************************
 AI9836  PACS        -  This is a Primary Airport Control Station.
 AI9836  DESIGNATION -  FYE A
 AI9836  PID         -  AI9836
 AI9836  STATE/COUNTY-  TN/FAYETTE
 AI9836  USGS QUAD   -  MACON (1983)
 AI9836
 AI9836                         *CURRENT SURVEY CONTROL
 AI9836  ___________________________________________________________________
 AI9836* NAD 83(1995)-  35 12 19.50298(N)    089 23 43.73700(W)     ADJUSTED  
 AI9836* NAVD 88     -       130.76   (meters)     429.0    (feet)  GPS OBS   
 AI9836  ___________________________________________________________________
 AI9836  X           -      55,046.896 (meters)                     COMP
 AI9836  Y           -  -5,217,115.756 (meters)                     COMP
 AI9836  Z           -   3,656,570.987 (meters)                     COMP
 AI9836  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AI9836  ELLIP HEIGHT-         103.15  (meters)          (02/20/01) GPS OBS
 AI9836  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI9836
 AI9836  HORZ ORDER  -  B
 AI9836  ELLP ORDER  -  SECOND    CLASS I
 AI9836
 AI9836.This mark is at Fayette County Airport (FYE)
 AI9836
 AI9836.The horizontal coordinates were established by GPS observations
 AI9836.and adjusted by the National Geodetic Survey in February 2001..
 AI9836
 AI9836.The orthometric height was determined by GPS observations and a
 AI9836.high-resolution geoid model.
 AI9836
 AI9836.GPS derived orthometric heights for airport stations designated as
 AI9836.PACS or SACS are published to 2 decimal places.  This maintains
 AI9836.centimeter relative accuracy between the PACS and SACS.  It does
 AI9836.not indicate centimeter accuracy relative to other marks which are
 AI9836.part of the NAVD 88 network.
 AI9836
 AI9836.Photographs are available for this station.
 AI9836
 AI9836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9836
 AI9836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9836
 AI9836.The ellipsoidal height was determined by GPS observations
 AI9836.and is referenced to NAD 83.
 AI9836
 AI9836.The geoid height was determined by GEOID03.
 AI9836
 AI9836;                    North         East     Units Scale Factor Converg.
 AI9836;SPC TN       -   102,121.449   290,868.750   MT  1.00000817   -1 59 16.3
 AI9836;SPC TN       -   335,043.45    954,291.89   sFT  1.00000817   -1 59 16.3
 AI9836;UTM  16      - 3,898,452.424   281,934.467   MT  1.00018608   -1 22 53.6
 AI9836
 AI9836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9836!SPC TN       -   0.99998381  x   1.00000817  =   0.99999198
 AI9836!UTM  16      -   0.99998381  x   1.00018608  =   1.00016989
 AI9836
 AI9836:                Primary Azimuth Mark                     Grid Az
 AI9836:SPC TN       -  FYE C                                    008 36 45.9
 AI9836:UTM  16      -  FYE C                                    008 00 23.2
 AI9836
 AI9836|---------------------------------------------------------------------|
 AI9836| PID    Reference Object                     Distance      Geod. Az  |
 AI9836|                                                           dddmmss.s |
 AI9836| AI9835 FYE C                               APPROX. 0.6 KM 0063729.6 |
 AI9836| AI9834 FYE B                               APPROX. 0.6 KM 1830330.6 |
 AI9836|---------------------------------------------------------------------|
 AI9836
 AI9836                          SUPERSEDED SURVEY CONTROL
 AI9836
 AI9836.No superseded survey control is available for this station.
 AI9836
 AI9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8193498452(NAD 83)
 AI9836_MARKER: I = METAL ROD
 AI9836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9836_STAMPING: FYE A 1996
 AI9836_MARK LOGO: NGS   
 AI9836_PROJECTION: FLUSH
 AI9836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9836+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9836_ROD/PIPE-DEPTH: 103  meters
 AI9836_SLEEVE-DEPTH  : .90 meters
 AI9836
 AI9836  HISTORY     - Date     Condition        Report By
 AI9836  HISTORY     - 1996     MONUMENTED       LOWE
 AI9836
 AI9836                          STATION DESCRIPTION
 AI9836
 AI9836'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9836'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 AI9836'SOMERVILLE AT THE FAYETTE COUNTY AIRPORT. FAYETTE COUNTY
 AI9836'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9836'CHECK WITH RANDY DOUGLASS (THE POINT OF CONTACT), WHO CAN BE
 AI9836'REACHED AT JORDAN, JORDAN AND DOUGLASS, TELEPHONE NUMBER
 AI9836'901-465-4753, BEFORE ENTERING THE FIELD.
 AI9836' 
 AI9836'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE, GO
 AI9836'SOUTH 2.6 KM (1.60 MI) ON HIGHWAY 76 TO THE JUNCTION OF HIGHWAY 195.
 AI9836'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 195 5.6 KM (3.45 MI) TO THE
 AI9836'ROAD TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE
 AI9836'AIRPORT ROAD 1.8 KM (1.10 MI) TO THE AIRPORT AND THE GATE TO THE
 AI9836'APRON. CONTINUE THROUGH THE GATE TO THE APRON, TURN LEFT AND GO
 AI9836'WEST 0.2 KM (0.10 MI) TO THE WEST EDGE OF THE RUNWAY. TURN LEFT ON
 AI9836'THE RUNWAY AND GO SOUTH 0.16 KM (0.10 MI) TO THE STATION ON THE
 AI9836'RIGHT IN THE GRASS BETWEEN THE RUNWAY AND A FENCE.
 AI9836' 
 AI9836'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9836'REFUSAL TO A DEPTH OF 103 M (337.9 FT) IN A 0.025 M (0.082 FT) GREASE
 AI9836'FILLED FLUTED PLASTIC SLEEVE 0.90 M (2.95 FT) LONG ENCASED IN A 0.16 M
 AI9836'(0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE
 AI9836'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE
 AI9836'STATION IS 46.5 M (152.6 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 AI9836'35.7 M (117.1 FT) SOUTH FROM A WINDSOCK, 33.3 M (109.3 FT) EAST OF A
 AI9836'FENCE LINE, AND 5.3 M (17.4 FT) SOUTH FROM THE CENTER OF A CONCRETE
 AI9836'SLAB. THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI9836'STATION.
 AI9836' 
 AI9836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9834 ***********************************************************************
 AI9834  SACS        -  This is a Secondary Airport Control Station.
 AI9834  DESIGNATION -  FYE B
 AI9834  PID         -  AI9834
 AI9834  STATE/COUNTY-  TN/FAYETTE
 AI9834  USGS QUAD   -  MACON (1983)
 AI9834
 AI9834                         *CURRENT SURVEY CONTROL
 AI9834  ___________________________________________________________________
 AI9834* NAD 83(1995)-  35 12 01.11767(N)    089 23 44.93380(W)     ADJUSTED  
 AI9834* NAVD 88     -       133.03   (meters)     436.4    (feet)  GPS OBS   
 AI9834  ___________________________________________________________________
 AI9834  X           -      55,020.089 (meters)                     COMP
 AI9834  Y           -  -5,217,444.537 (meters)                     COMP
 AI9834  Z           -   3,656,109.308 (meters)                     COMP
 AI9834  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AI9834  ELLIP HEIGHT-         105.41  (meters)          (02/20/01) GPS OBS
 AI9834  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI9834
 AI9834  HORZ ORDER  -  FIRST
 AI9834  ELLP ORDER  -  SECOND    CLASS I
 AI9834
 AI9834.This mark is at Fayette County Airport (FYE)
 AI9834
 AI9834.The horizontal coordinates were established by GPS observations
 AI9834.and adjusted by the National Geodetic Survey in February 2001..
 AI9834
 AI9834.The orthometric height was determined by GPS observations and a
 AI9834.high-resolution geoid model.
 AI9834
 AI9834.GPS derived orthometric heights for airport stations designated as
 AI9834.PACS or SACS are published to 2 decimal places.  This maintains
 AI9834.centimeter relative accuracy between the PACS and SACS.  It does
 AI9834.not indicate centimeter accuracy relative to other marks which are
 AI9834.part of the NAVD 88 network.
 AI9834
 AI9834.Photographs are available for this station.
 AI9834
 AI9834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9834
 AI9834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9834
 AI9834.The ellipsoidal height was determined by GPS observations
 AI9834.and is referenced to NAD 83.
 AI9834
 AI9834.The geoid height was determined by GEOID03.
 AI9834
 AI9834;                    North         East     Units Scale Factor Converg.
 AI9834;SPC TN       -   101,556.240   290,818.840   MT  1.00000914   -1 59 17.0
 AI9834;SPC TN       -   333,189.10    954,128.14   sFT  1.00000914   -1 59 17.0
 AI9834;UTM  16      - 3,897,886.618   281,890.533   MT  1.00018631   -1 22 53.7
 AI9834
 AI9834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9834!SPC TN       -   0.99998345  x   1.00000914  =   0.99999259
 AI9834!UTM  16      -   0.99998345  x   1.00018631  =   1.00016976
 AI9834
 AI9834:                Primary Azimuth Mark                     Grid Az
 AI9834:SPC TN       -  FYE A                                    005 02 46.9
 AI9834:UTM  16      -  FYE A                                    004 26 23.6
 AI9834
 AI9834|---------------------------------------------------------------------|
 AI9834| PID    Reference Object                     Distance      Geod. Az  |
 AI9834|                                                           dddmmss.s |
 AI9834| AI9836 FYE A                               APPROX. 0.6 KM 0030329.9 |
 AI9834|---------------------------------------------------------------------|
 AI9834
 AI9834                          SUPERSEDED SURVEY CONTROL
 AI9834
 AI9834.No superseded survey control is available for this station.
 AI9834
 AI9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8189197887(NAD 83)
 AI9834_MARKER: DD = SURVEY DISK
 AI9834_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9834_STAMPING: FYE B 1996
 AI9834_MARK LOGO: NGS   
 AI9834_PROJECTION: FLUSH
 AI9834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9834+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9834_ROD/PIPE-DEPTH: 1    meters
 AI9834
 AI9834  HISTORY     - Date     Condition        Report By
 AI9834  HISTORY     - 1996     MONUMENTED       LOWE
 AI9834
 AI9834                          STATION DESCRIPTION
 AI9834
 AI9834'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9834'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 AI9834'SOMERVILLE AT THE FAYETTE COUNTY AIRPORT. FAYETTE COUNTY
 AI9834'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9834'CHECK WITH RANDY DOUGLASS (THE POINT OF CONTACT) WHO CAN BE
 AI9834'REACHED AT JORDAN, JORDAN AND DOUGLASS, TELEPHONE NUMBER
 AI9834'901-465-4753, BEFORE ENTERING THE FIELD.
 AI9834' 
 AI9834'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE, GO
 AI9834'SOUTH 2.6 KM (1.60 MI) ON HIGHWAY 76 TO THE JUNCTION OF HIGHWAY 195.
 AI9834'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 195 5.6 KM (3.45 MI) TO THE
 AI9834'ROAD TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE
 AI9834'AIRPORT ROAD 1.8 KM (1.10 MI) TO THE AIRPORT AND THE GATE TO THE
 AI9834'APRON. CONTINUE THROUGH THE GATE ON THE APRON, TURN LEFT AND GO
 AI9834'WEST 0.2 KM (0.10 MI) TO THE WEST EDGE OF THE RUNWAY. TURN LEFT ON
 AI9834'THE RUNWAY AND GO SOUTH 0.72 KM (0.45 MI) PAST THE END OF THE
 AI9834'RUNWAY TO THE STATION IN THE GRASS IN LINE WITH THE WEST EDGE OF
 AI9834'THE RUNWAY.
 AI9834' 
 AI9834'THE STATION IS THE CENTER OF A NGS SURVEY DISK SET INTO THE TOP OF
 AI9834'A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE
 AI9834'WITH A
 AI9834'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9834'ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9834'EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS 71.4 M (234.3 FT)
 AI9834'SOUTHWEST OF THE EASTERNMOST BLUE THRESHOLD LIGHT AT THE END
 AI9834'OF THE RUNWAY, 67.5 M (221.5 FT) SOUTH OF THE SOUTHWEST CORNER OF
 AI9834'THE ASPHALT, AND 55.1 M (180.8 FT) NORTHWEST FROM A METAL BRACE
 AI9834'POST IN A FENCE SOUTH OF THE STATION. THIS STATION IS DESIGNATED A
 AI9834'SECONDARY AIRPORT CONTROL STATION.
 AI9834' 
 AI9834'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9835 ***********************************************************************
 AI9835  SACS        -  This is a Secondary Airport Control Station.
 AI9835  DESIGNATION -  FYE C
 AI9835  PID         -  AI9835
 AI9835  STATE/COUNTY-  TN/FAYETTE
 AI9835  USGS QUAD   -  MACON (1983)
 AI9835
 AI9835                         *CURRENT SURVEY CONTROL
 AI9835  ___________________________________________________________________
 AI9835* NAD 83(1995)-  35 12 37.85889(N)    089 23 41.13935(W)     ADJUSTED  
 AI9835* NAVD 88     -       129.73   (meters)     425.6    (feet)  GPS OBS   
 AI9835  ___________________________________________________________________
 AI9835  X           -      55,109.145 (meters)                     COMP
 AI9835  Y           -  -5,216,788.079 (meters)                     COMP
 AI9835  Z           -   3,657,032.601 (meters)                     COMP
 AI9835  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AI9835  ELLIP HEIGHT-         102.11  (meters)          (02/20/01) GPS OBS
 AI9835  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI9835
 AI9835  HORZ ORDER  -  FIRST
 AI9835  ELLP ORDER  -  SECOND    CLASS I
 AI9835
 AI9835.This mark is at Fayette County Airport (FYE)
 AI9835
 AI9835.The horizontal coordinates were established by GPS observations
 AI9835.and adjusted by the National Geodetic Survey in February 2001..
 AI9835
 AI9835.The orthometric height was determined by GPS observations and a
 AI9835.high-resolution geoid model.
 AI9835
 AI9835.GPS derived orthometric heights for airport stations designated as
 AI9835.PACS or SACS are published to 2 decimal places.  This maintains
 AI9835.centimeter relative accuracy between the PACS and SACS.  It does
 AI9835.not indicate centimeter accuracy relative to other marks which are
 AI9835.part of the NAVD 88 network.
 AI9835
 AI9835.Photographs are available for this station.
 AI9835
 AI9835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9835
 AI9835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9835
 AI9835.The ellipsoidal height was determined by GPS observations
 AI9835.and is referenced to NAD 83.
 AI9835
 AI9835.The geoid height was determined by GEOID03.
 AI9835
 AI9835;                    North         East     Units Scale Factor Converg.
 AI9835;SPC TN       -   102,684.525   290,954.035   MT  1.00000720   -1 59 14.7
 AI9835;SPC TN       -   336,890.81    954,571.70   sFT  1.00000720   -1 59 14.7
 AI9835;UTM  16      - 3,899,016.471   282,013.804   MT  1.00018565   -1 22 52.8
 AI9835
 AI9835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9835!SPC TN       -   0.99998397  x   1.00000720  =   0.99999117
 AI9835!UTM  16      -   0.99998397  x   1.00018565  =   1.00016962
 AI9835
 AI9835:                Primary Azimuth Mark                     Grid Az
 AI9835:SPC TN       -  FYE A                                    188 36 45.8
 AI9835:UTM  16      -  FYE A                                    188 00 23.9
 AI9835
 AI9835|---------------------------------------------------------------------|
 AI9835| PID    Reference Object                     Distance      Geod. Az  |
 AI9835|                                                           dddmmss.s |
 AI9835| AI9836 FYE A                               APPROX. 0.6 KM 1863731.1 |
 AI9835|---------------------------------------------------------------------|
 AI9835
 AI9835                          SUPERSEDED SURVEY CONTROL
 AI9835
 AI9835.No superseded survey control is available for this station.
 AI9835
 AI9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8201499016(NAD 83)
 AI9835_MARKER: DD = SURVEY DISK
 AI9835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9835_STAMPING: FYE C 1996
 AI9835_MARK LOGO: NGS   
 AI9835_PROJECTION: FLUSH
 AI9835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9835+STABILITY: SURFACE MOTION
 AI9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9835+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9835_ROD/PIPE-DEPTH: 1    meters
 AI9835
 AI9835  HISTORY     - Date     Condition        Report By
 AI9835  HISTORY     - 1996     MONUMENTED       LOWE
 AI9835
 AI9835                          STATION DESCRIPTION
 AI9835
 AI9835'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9835'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 AI9835'SOMERVILLE AT THE FAYETTE COUNTY AIRPORT. FAYETTE COUNTY
 AI9835'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9835'CHECK WITH RANDY DOUGLASS (THE  POINT OF CONTACT) WHO CAN BE
 AI9835'REACHED AT JORDAN, JORDAN AND DOUGLASS, TELEPHONE NUMBER
 AI9835'901-465-4753, BEFORE ENTERING THE FIELD.
 AI9835' 
 AI9835'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE, GO
 AI9835'SOUTH 2.6 KM (1.60 MI) ON HIGHWAY 76 TO THE JUNCTION OF HIGHWAY 195.
 AI9835'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 195 FOR 5.6 KM (3.45 MI) TO
 AI9835'THE ROAD TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON
 AI9835'THE AIRPORT ROAD 1.8 KM (1.10 MI) TO THE AIRPORT AND THE GATE TO THE
 AI9835'APRON. CONTINUE THROUGH THE GATE ON THE APRON, TURN LEFT AND
 AI9835'GO  WEST 0.2 KM (0.10 MI) TO THE WEST EDGE OF THE RUNWAY. TURN
 AI9835'RIGHT ON  THE RUNWAY AND GO NORTH 0.32 KM (0.20 MI) TO THE STATION
 AI9835'ON THE  LEFT.
 AI9835' 
 AI9835'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9835'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9835'NGS
 AI9835'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9835'ARE  SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9835'EXTEND  FROM THE BOTTOM OF THE PIPE. THE STATION IS 58.0 M (190.3 FT)
 AI9835'WEST OF  THE END OF THE RUNWAY, 36.9 M (121.1 FT) SOUTHWEST FROM A
 AI9835'STROBE  LIGHT, AND 22.1 M (72.5 FT) EAST OF A FENCELINE. THIS STATION
 AI9835'IS
 AI9835'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9835' 
 AI9835' 
 AI9835'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1025 ***********************************************************************
 FD1025  DESIGNATION -  G 10
 FD1025  PID         -  FD1025
 FD1025  STATE/COUNTY-  TN/LAWRENCE
 FD1025  USGS QUAD   -  ST JOSEPH (1976)
 FD1025
 FD1025                         *CURRENT SURVEY CONTROL
 FD1025  ___________________________________________________________________
 FD1025* NAD 83(1986)-  35 02 45.     (N)    087 32 11.     (W)     SCALED    
 FD1025* NAVD 88     -       239.361  (meters)     785.30   (feet)  ADJUSTED  
 FD1025  ___________________________________________________________________
 FD1025  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FD1025  DYNAMIC HT  -         239.135 (meters)     784.56  (feet)  COMP
 FD1025  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 FD1025
 FD1025  VERT ORDER  -  FIRST     CLASS II
 FD1025
 FD1025.The horizontal coordinates were scaled from a topographic map and have
 FD1025.an estimated accuracy of +/- 6 seconds.
 FD1025
 FD1025.The orthometric height was determined by differential leveling
 FD1025.and adjusted by the National Geodetic Survey in June 1991..
 FD1025
 FD1025.The geoid height was determined by GEOID03.
 FD1025
 FD1025.The dynamic height is computed by dividing the NAVD 88
 FD1025.geopotential number by the normal gravity value computed on the
 FD1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1025.degrees latitude (g = 980.6199 gals.).
 FD1025
 FD1025.The modeled gravity was interpolated from observed gravity values.
 FD1025
 FD1025;                    North         East    Units  Estimated Accuracy
 FD1025;SPC TN       -    80,150.      459,820.      MT  (+/- 180 meters Scaled)
 FD1025
 FD1025                          SUPERSEDED SURVEY CONTROL
 FD1025
 FD1025  NGVD 29 (??/??/92)  239.328  (m)          785.20   (f) ADJ UNCH    1 2
 FD1025
 FD1025.Superseded values are not recommended for survey control.
 FD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1025.See file dsdata.txt to determine how the superseded data were derived.
 FD1025
 FD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD510782(NAD 83)
 FD1025_MARKER: DB = BENCH MARK DISK
 FD1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1025_STAMPING: 785.254 G 10 1931
 FD1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1025+STABILITY: SURFACE MOTION
 FD1025
 FD1025  HISTORY     - Date     Condition        Report By
 FD1025  HISTORY     - 1931     MONUMENTED       CGS
 FD1025  HISTORY     - 1950     GOOD             NGS
 FD1025  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1025
 FD1025                          STATION DESCRIPTION
 FD1025
 FD1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1025'1.9 MI W FROM ST JOSEPH.
 FD1025'1.9 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD1025'ST. JOSEPH, ABOUT 1/4 MILE WEST OF MILEPOST L 289, AT A ROAD
 FD1025'CROSSING, 23 FEET EAST OF THE CENTERLINE OF THE ROAD, 17 FEET
 FD1025'NORTH OF THE NORTH RAIL, AND 2 FEET EAST OF A STEEL POST WITH A
 FD1025'CONTROL MARKER.  A STANDARD DISK, STAMPED 785.254 G 10 1931
 FD1025'AND SET IN THE TOP OF A CONCRETE POST.
 FD1025
 FD1025                          STATION RECOVERY (1983)
 FD1025
 FD1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1025'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0982 ***********************************************************************
 GA0982  DESIGNATION -  G 100
 GA0982  PID         -  GA0982
 GA0982  STATE/COUNTY-  TN/GREENE
 GA0982  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0982
 GA0982                         *CURRENT SURVEY CONTROL
 GA0982  ___________________________________________________________________
 GA0982* NAD 83(1986)-  36 18 43.     (N)    082 42 00.     (W)     SCALED    
 GA0982* NAVD 88     -       506.853  (meters)    1662.90   (feet)  ADJUSTED  
 GA0982  ___________________________________________________________________
 GA0982  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0982  DYNAMIC HT  -         506.370 (meters)    1661.32  (feet)  COMP
 GA0982  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0982
 GA0982  VERT ORDER  -  SECOND    CLASS 0
 GA0982
 GA0982.The horizontal coordinates were scaled from a topographic map and have
 GA0982.an estimated accuracy of +/- 6 seconds.
 GA0982
 GA0982.The orthometric height was determined by differential leveling
 GA0982.and adjusted by the National Geodetic Survey in June 1991..
 GA0982
 GA0982.The geoid height was determined by GEOID03.
 GA0982
 GA0982.The dynamic height is computed by dividing the NAVD 88
 GA0982.geopotential number by the normal gravity value computed on the
 GA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0982.degrees latitude (g = 980.6199 gals.).
 GA0982
 GA0982.The modeled gravity was interpolated from observed gravity values.
 GA0982
 GA0982;                    North         East    Units  Estimated Accuracy
 GA0982;SPC TN       -   224,520.      896,300.      MT  (+/- 180 meters Scaled)
 GA0982
 GA0982                          SUPERSEDED SURVEY CONTROL
 GA0982
 GA0982  NGVD 29 (??/??/92)  506.988  (m)         1663.34   (f) ADJ UNCH    2 0
 GA0982
 GA0982.Superseded values are not recommended for survey control.
 GA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0982.See file dsdata.txt to determine how the superseded data were derived.
 GA0982
 GA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA473198(NAD 83)
 GA0982_MARKER: DB = BENCH MARK DISK
 GA0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0982_STAMPING: G 100 1935
 GA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0982+STABILITY: SURFACE MOTION
 GA0982
 GA0982  HISTORY     - Date     Condition        Report By
 GA0982  HISTORY     - 1935     MONUMENTED       CGS
 GA0982
 GA0982                          STATION DESCRIPTION
 GA0982
 GA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0982'4.2 MI N FROM JOCKEY.
 GA0982'4.2 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH
 GA0982'AT JOCKEY, GREENE COUNTY, 35 YARDS NORTHWEST OF A ROAD CROSSING,
 GA0982'AT THE JOHN S. INMAN RESIDENCE, 27 FEET SOUTHWEST OF THE
 GA0982'CENTERLINE OF THE JEAROLDSTOWN ROAD, 28 YARDS NORTH OF THE
 GA0982'CENTERLINE OF THE CROSS ROAD, 42 FEET SOUTHEAST OF THE EAST FACE
 GA0982'OF THE HOUSE, 21 FEET SOUTHEAST OF A 24-INCH PINE TREE, AND 3
 GA0982'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 100 1935
 GA0982'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0504 ***********************************************************************
 GA0504  DESIGNATION -  G 101
 GA0504  PID         -  GA0504
 GA0504  STATE/COUNTY-  TN/SULLIVAN
 GA0504  USGS QUAD   -  BLUFF CITY (1968)
 GA0504
 GA0504                         *CURRENT SURVEY CONTROL
 GA0504  ___________________________________________________________________
 GA0504* NAD 83(1986)-  36 29 23.     (N)    082 15 51.     (W)     SCALED    
 GA0504* NAVD 88     -       477.551  (meters)    1566.77   (feet)  ADJUSTED  
 GA0504  ___________________________________________________________________
 GA0504  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0504  DYNAMIC HT  -         477.112 (meters)    1565.33  (feet)  COMP
 GA0504  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 GA0504
 GA0504  VERT ORDER  -  SECOND    CLASS 0
 GA0504
 GA0504.The horizontal coordinates were scaled from a topographic map and have
 GA0504.an estimated accuracy of +/- 6 seconds.
 GA0504
 GA0504.The orthometric height was determined by differential leveling
 GA0504.and adjusted by the National Geodetic Survey in June 1991..
 GA0504
 GA0504.The geoid height was determined by GEOID03.
 GA0504
 GA0504.The dynamic height is computed by dividing the NAVD 88
 GA0504.geopotential number by the normal gravity value computed on the
 GA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0504.degrees latitude (g = 980.6199 gals.).
 GA0504
 GA0504.The modeled gravity was interpolated from observed gravity values.
 GA0504
 GA0504;                    North         East    Units  Estimated Accuracy
 GA0504;SPC TN       -   245,640.      934,670.      MT  (+/- 180 meters Scaled)
 GA0504
 GA0504                          SUPERSEDED SURVEY CONTROL
 GA0504
 GA0504  NGVD 29 (??/??/92)  477.706  (m)         1567.27   (f) ADJ UNCH    2 0
 GA0504
 GA0504.Superseded values are not recommended for survey control.
 GA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0504.See file dsdata.txt to determine how the superseded data were derived.
 GA0504
 GA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA867390(NAD 83)
 GA0504_MARKER: DB = BENCH MARK DISK
 GA0504_SETTING: 0 = UNSPECIFIED SETTING
 GA0504_STAMPING: G 101 1935
 GA0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0504
 GA0504  HISTORY     - Date     Condition        Report By
 GA0504  HISTORY     - 1935     MONUMENTED       CGS
 GA0504  HISTORY     - 1957     GOOD             TVA
 GA0504
 GA0504                          STATION DESCRIPTION
 GA0504
 GA0504'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1957
 GA0504'1.1 MI NE FROM BLUFF CITY.
 GA0504'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 E FROM THE SOUTHERN
 GA0504'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, 14 FEET
 GA0504'NORTHWEST OF THE CENTERLINE OF FIELD ENTRANCE, 25.4 FEET WEST
 GA0504'OF THE CENTERLINE OF PAVED STATE HIGHWAY 37, 21.4 FEET NORTHWEST
 GA0504'OF TELEPHONE POLE AT GATE POST, 7.8 FEET NORTH OF NORTH GATE
 GA0504'POST, 3.9 FEET NORTHEAST OF WIRE FENCE, 7.2 FEET SOUTH OF
 GA0504'SOUTHWEST END OF 14 INCH CULVERT, AND 0.9 FEET SOUTHWEST OF STEEL
 GA0504'WITNESS POST.  A STANDARD DISK, STAMPED G 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0180 ***********************************************************************
 GA0180  DESIGNATION -  G 102
 GA0180  PID         -  GA0180
 GA0180  STATE/COUNTY-  TN/SULLIVAN
 GA0180  USGS QUAD   -  BRISTOL (1991)
 GA0180
 GA0180                         *CURRENT SURVEY CONTROL
 GA0180  ___________________________________________________________________
 GA0180* NAD 83(1986)-  36 35 05.     (N)    082 10 10.     (W)     SCALED    
 GA0180* NAVD 88     -       526.946  (meters)    1728.82   (feet)  ADJUSTED  
 GA0180  ___________________________________________________________________
 GA0180  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0180  DYNAMIC HT  -         526.465 (meters)    1727.24  (feet)  COMP
 GA0180  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 GA0180
 GA0180  VERT ORDER  -  FIRST     CLASS II
 GA0180
 GA0180.The horizontal coordinates were scaled from a topographic map and have
 GA0180.an estimated accuracy of +/- 6 seconds.
 GA0180
 GA0180.The orthometric height was determined by differential leveling
 GA0180.and adjusted by the National Geodetic Survey in June 1991..
 GA0180
 GA0180.The geoid height was determined by GEOID03.
 GA0180
 GA0180.The dynamic height is computed by dividing the NAVD 88
 GA0180.geopotential number by the normal gravity value computed on the
 GA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0180.degrees latitude (g = 980.6199 gals.).
 GA0180
 GA0180.The modeled gravity was interpolated from observed gravity values.
 GA0180
 GA0180;                    North         East    Units  Estimated Accuracy
 GA0180;SPC TN       -   256,510.      942,730.      MT  (+/- 180 meters Scaled)
 GA0180
 GA0180                          SUPERSEDED SURVEY CONTROL
 GA0180
 GA0180  NGVD 29 (??/??/92)  527.069  (m)         1729.23   (f) ADJ UNCH    1 2
 GA0180
 GA0180.Superseded values are not recommended for survey control.
 GA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0180.See file dsdata.txt to determine how the superseded data were derived.
 GA0180
 GA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA953494(NAD 83)
 GA0180_MARKER: DB = BENCH MARK DISK
 GA0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0180_STAMPING: G 102 1935
 GA0180_MARK LOGO: CGS   
 GA0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0180+STABILITY: SURFACE MOTION
 GA0180
 GA0180  HISTORY     - Date     Condition        Report By
 GA0180  HISTORY     - 1935     MONUMENTED       CGS
 GA0180  HISTORY     - 1984     GOOD             NGS
 GA0180
 GA0180                          STATION DESCRIPTION
 GA0180
 GA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0180'AT BRISTOL.
 GA0180'AT BRISTOL, SULLIVAN COUNTY, AT THE SOUTHWEST CORNER OF THE
 GA0180'INTERSECTION OF VIRGINIA AVENUE AND MAPLE STREET, 53.5 FEET
 GA0180'SOUTH OF THE CONCRETE DRIVEWAY LEADING TO A TEXACO SERVICE
 GA0180'STATION, 7 YARDS SOUTHEAST OF THE CORNER OF A HOUSE LOCATED
 GA0180'AT 1004 VIRGINIA AVENUE, 12.6 FEET WEST OF THE WEST CURB OF
 GA0180'VIRGINIA AVENUE, 0.9 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK,
 GA0180'AND LEVEL WITH THE WALK.  A STANDARD DISK, STAMPED G 102 1935
 GA0180'AND SET IN THE TOP OF A CONCRETE POST.
 GA0180
 GA0180                          STATION RECOVERY (1984)
 GA0180
 GA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0487 ***********************************************************************
 GA0487  DESIGNATION -  G 103
 GA0487  PID         -  GA0487
 GA0487  STATE/COUNTY-  TN/SULLIVAN
 GA0487  USGS QUAD   -  CARTER (1969)
 GA0487
 GA0487                         *CURRENT SURVEY CONTROL
 GA0487  ___________________________________________________________________
 GA0487* NAD 83(1986)-  36 28 45.     (N)    082 06 59.     (W)     SCALED    
 GA0487* NAVD 88     -       546.173  (meters)    1791.90   (feet)  ADJUSTED  
 GA0487  ___________________________________________________________________
 GA0487  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0487  DYNAMIC HT  -         545.661 (meters)    1790.22  (feet)  COMP
 GA0487  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 GA0487
 GA0487  VERT ORDER  -  SECOND    CLASS 0
 GA0487
 GA0487.The horizontal coordinates were scaled from a topographic map and have
 GA0487.an estimated accuracy of +/- 6 seconds.
 GA0487
 GA0487.The orthometric height was determined by differential leveling
 GA0487.and adjusted by the National Geodetic Survey in June 1991..
 GA0487
 GA0487.The geoid height was determined by GEOID03.
 GA0487
 GA0487.The dynamic height is computed by dividing the NAVD 88
 GA0487.geopotential number by the normal gravity value computed on the
 GA0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0487.degrees latitude (g = 980.6199 gals.).
 GA0487
 GA0487.The modeled gravity was interpolated from observed gravity values.
 GA0487
 GA0487;                    North         East    Units  Estimated Accuracy
 GA0487;SPC TN       -   244,990.      947,940.      MT  (+/- 180 meters Scaled)
 GA0487
 GA0487                          SUPERSEDED SURVEY CONTROL
 GA0487
 GA0487  NGVD 29 (??/??/92)  546.295  (m)         1792.30   (f) ADJ UNCH    2 0
 GA0487
 GA0487.Superseded values are not recommended for survey control.
 GA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0487.See file dsdata.txt to determine how the superseded data were derived.
 GA0487
 GA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA999376(NAD 83)
 GA0487_MARKER: DB = BENCH MARK DISK
 GA0487_SETTING: 80 = SET IN A BOULDER
 GA0487_STAMPING: G 103 1935
 GA0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0487+STABILITY: SURFACE MOTION
 GA0487
 GA0487  HISTORY     - Date     Condition        Report By
 GA0487  HISTORY     - 1935     MONUMENTED       CGS
 GA0487
 GA0487                          STATION DESCRIPTION
 GA0487
 GA0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0487'0.8 MI NE FROM HICKORY TREE.
 GA0487'0.8 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM HICKORY
 GA0487'TREE, SULLIVAN COUNTY, 2.2 MILES SOUTHEAST ALONG THE MERRILL
 GA0487'CREEK ROAD, 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD
 GA0487'LEADING NORTHEAST, NEAR A POND, NEAR THE E.W. AND PEARL WEBBER
 GA0487'RESIDENCE, 33.5 FEET SOUTH OF THE SOUTH SIDE OF A LOG BRIDGE OVER
 GA0487'MERRILL CREEK, 22-1/2 FEET NORTHEAST OF THE CENTERLINE OF THE
 GA0487'ROAD, IN THE TOP OF A LARGE BOULDER, AND 2 FEET LOWER THAN THE
 GA0487'ROAD.  A STANDARD DISK, STAMPED G 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0979 ***********************************************************************
 FZ0979  DESIGNATION -  G 104
 FZ0979  PID         -  FZ0979
 FZ0979  STATE/COUNTY-  TN/JOHNSON
 FZ0979  USGS QUAD   -  DOE (1969)
 FZ0979
 FZ0979                         *CURRENT SURVEY CONTROL
 FZ0979  ___________________________________________________________________
 FZ0979* NAD 83(1986)-  36 22 58.     (N)    081 54 01.     (W)     SCALED    
 FZ0979* NAVD 88     -       634.340  (meters)    2081.16   (feet)  ADJUSTED  
 FZ0979  ___________________________________________________________________
 FZ0979  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FZ0979  DYNAMIC HT  -         633.707 (meters)    2079.09  (feet)  COMP
 FZ0979  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 FZ0979
 FZ0979  VERT ORDER  -  SECOND    CLASS 0
 FZ0979
 FZ0979.The horizontal coordinates were scaled from a topographic map and have
 FZ0979.an estimated accuracy of +/- 6 seconds.
 FZ0979
 FZ0979.The orthometric height was determined by differential leveling
 FZ0979.and adjusted by the National Geodetic Survey in June 1991..
 FZ0979
 FZ0979.The geoid height was determined by GEOID03.
 FZ0979
 FZ0979.The dynamic height is computed by dividing the NAVD 88
 FZ0979.geopotential number by the normal gravity value computed on the
 FZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0979.degrees latitude (g = 980.6199 gals.).
 FZ0979
 FZ0979.The modeled gravity was interpolated from observed gravity values.
 FZ0979
 FZ0979;                    North         East    Units  Estimated Accuracy
 FZ0979;SPC TN       -   235,090.      967,740.      MT  (+/- 180 meters Scaled)
 FZ0979
 FZ0979                          SUPERSEDED SURVEY CONTROL
 FZ0979
 FZ0979  NGVD 29 (??/??/92)  634.427  (m)         2081.45   (f) ADJ UNCH    2 0
 FZ0979
 FZ0979.Superseded values are not recommended for survey control.
 FZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0979.See file dsdata.txt to determine how the superseded data were derived.
 FZ0979
 FZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA192267(NAD 83)
 FZ0979_MARKER: DB = BENCH MARK DISK
 FZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0979_STAMPING: G 104 1935
 FZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0979+STABILITY: SURFACE MOTION
 FZ0979
 FZ0979  HISTORY     - Date     Condition        Report By
 FZ0979  HISTORY     - 1935     MONUMENTED       CGS
 FZ0979
 FZ0979                          STATION DESCRIPTION
 FZ0979
 FZ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0979'2.7 MI E FROM DOE STATION.
 FZ0979'2.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM DOE STATION
 FZ0979'(DOEVILLE POST OFFICE), JOHNSON COUNTY, 25 YARDS SOUTHWEST OF A
 FZ0979'ROAD PARALLELING THE TRACK, AT THE CROSSING OF A DIRT ROAD
 FZ0979'LEADING WEST TO DYSON GROVE CHURCH, 28 FEET NORTH OF THE CENTER
 FZ0979'OF THE CROSSING, 27 FEET NORTHEAST OF THE NORTHEAST RAIL, 15.7
 FZ0979'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE
 FZ0979'TRACK.  A STANDARD DISK, STAMPED G 104 1935 AND SET IN THE TOP OF
 FZ0979'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0457 ***********************************************************************
 GA0457  DESIGNATION -  G 105
 GA0457  PID         -  GA0457
 GA0457  STATE/COUNTY-  TN/CARTER
 GA0457  USGS QUAD   -  ELIZABETHTON (1968)
 GA0457
 GA0457                         *CURRENT SURVEY CONTROL
 GA0457  ___________________________________________________________________
 GA0457* NAD 83(1986)-  36 17 36.     (N)    082 13 56.     (W)     SCALED    
 GA0457* NAVD 88     -       529.965  (meters)    1738.73   (feet)  ADJUSTED  
 GA0457  ___________________________________________________________________
 GA0457  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0457  DYNAMIC HT  -         529.452 (meters)    1737.04  (feet)  COMP
 GA0457  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 GA0457
 GA0457  VERT ORDER  -  SECOND    CLASS 0
 GA0457
 GA0457.The horizontal coordinates were scaled from a topographic map and have
 GA0457.an estimated accuracy of +/- 6 seconds.
 GA0457
 GA0457.The orthometric height was determined by differential leveling
 GA0457.and adjusted by the National Geodetic Survey in June 1991..
 GA0457
 GA0457.The geoid height was determined by GEOID03.
 GA0457
 GA0457.The dynamic height is computed by dividing the NAVD 88
 GA0457.geopotential number by the normal gravity value computed on the
 GA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0457.degrees latitude (g = 980.6199 gals.).
 GA0457
 GA0457.The modeled gravity was interpolated from observed gravity values.
 GA0457
 GA0457;                    North         East    Units  Estimated Accuracy
 GA0457;SPC TN       -   223,980.      938,360.      MT  (+/- 180 meters Scaled)
 GA0457
 GA0457                          SUPERSEDED SURVEY CONTROL
 GA0457
 GA0457  NGVD 29 (??/??/92)  530.106  (m)         1739.19   (f) ADJ UNCH    2 0
 GA0457
 GA0457.Superseded values are not recommended for survey control.
 GA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0457.See file dsdata.txt to determine how the superseded data were derived.
 GA0457
 GA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA893171(NAD 83)
 GA0457_MARKER: DB = BENCH MARK DISK
 GA0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0457_STAMPING: G 105 1935
 GA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0457+STABILITY: SURFACE MOTION
 GA0457
 GA0457  HISTORY     - Date     Condition        Report By
 GA0457  HISTORY     - 1935     MONUMENTED       CGS
 GA0457  HISTORY     - 1959     GOOD             TVA
 GA0457
 GA0457                          STATION DESCRIPTION
 GA0457
 GA0457'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0457'2.4 MI SE FROM MILLIGAN COLLEGE.
 GA0457'2.4 MILES SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE
 GA0457'AT MILLIGAN COLLEGE, CARTER COUNTY, 1.7 MILES EAST ALONG THE
 GA0457'POWDER MILL ROAD AND THE OAK CREEK ROAD, AT A CROSSROADS, 85 YARDS
 GA0457'NORTHWEST OF THE J.B. HARDING RESIDENCE, 50 YARDS NORTHWEST OF THE
 GA0457'INTERSECTION, 35 YARDS WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 GA0457'ROAD, 7 FEET NORTH OF MIDDLE OF THREE MAPLE TREES, 12 YARDS NORTH
 GA0457'OF EAST-WEST GRAVEL ROAD.  55 FEET NORTHEAST OF WOODEN BRIDGE,
 GA0457'31 YARDS SOUTHWEST OF POLE 38, AND LEVEL WITH THE ROAD.  A
 GA0457'STANDARD DISK, STAMPED G 105 1935 AND SET IN THE TOP OF A CONCRETE
 GA0457'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0792 ***********************************************************************
 GA0792  DESIGNATION -  G 106
 GA0792  PID         -  GA0792
 GA0792  STATE/COUNTY-  TN/GREENE
 GA0792  USGS QUAD   -  MOSHEIM (1971)
 GA0792
 GA0792                         *CURRENT SURVEY CONTROL
 GA0792  ___________________________________________________________________
 GA0792* NAD 83(1986)-  36 12 10.     (N)    082 52 45.     (W)     SCALED    
 GA0792* NAVD 88     -       360.026  (meters)    1181.19   (feet)  ADJUSTED  
 GA0792  ___________________________________________________________________
 GA0792  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0792  DYNAMIC HT  -         359.687 (meters)    1180.07  (feet)  COMP
 GA0792  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 GA0792
 GA0792  VERT ORDER  -  SECOND    CLASS 0
 GA0792
 GA0792.The horizontal coordinates were scaled from a topographic map and have
 GA0792.an estimated accuracy of +/- 6 seconds.
 GA0792
 GA0792.The orthometric height was determined by differential leveling
 GA0792.and adjusted by the National Geodetic Survey in June 1991..
 GA0792
 GA0792.The geoid height was determined by GEOID03.
 GA0792
 GA0792.The dynamic height is computed by dividing the NAVD 88
 GA0792.geopotential number by the normal gravity value computed on the
 GA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0792.degrees latitude (g = 980.6199 gals.).
 GA0792
 GA0792.The modeled gravity was interpolated from observed gravity values.
 GA0792
 GA0792;                    North         East    Units  Estimated Accuracy
 GA0792;SPC TN       -   211,890.      880,610.      MT  (+/- 180 meters Scaled)
 GA0792
 GA0792                          SUPERSEDED SURVEY CONTROL
 GA0792
 GA0792  NGVD 29 (??/??/92)  360.160  (m)         1181.62   (f) ADJ UNCH    2 0
 GA0792
 GA0792.Superseded values are not recommended for survey control.
 GA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0792.See file dsdata.txt to determine how the superseded data were derived.
 GA0792
 GA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA310080(NAD 83)
 GA0792_MARKER: DB = BENCH MARK DISK
 GA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0792_STAMPING: G 106 1935
 GA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0792+STABILITY: SURFACE MOTION
 GA0792
 GA0792  HISTORY     - Date     Condition        Report By
 GA0792  HISTORY     - 1935     MONUMENTED       CGS
 GA0792  HISTORY     - 1950     GOOD             TVA
 GA0792  HISTORY     - 1981     GOOD             LOCENG
 GA0792
 GA0792                          STATION DESCRIPTION
 GA0792
 GA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0792'4.4 MI NW FROM GREENEVILLE.
 GA0792'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0792'AT GREENEVILLE, GREENE COUNTY, AT THE W.D. GUINN PROPERTY, 50
 GA0792'YARDS NORTH OF THE NORTHEAST CORNER OF THE STORE, 40 YARDS
 GA0792'NORTHWEST OF THE HOUSE, 45 YARDS SOUTH OF THE WEST CORNER OF A
 GA0792'LARGE BARN, 10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 8
 GA0792'YARDS NORTH OF A 25-INCH MAPLE TREE, 2 FEET LOWER THAN THE
 GA0792'HIGHWAY, AND 5.1 FEET NORTHEAST OF STEEL WITNESS POST.  A
 GA0792'STANDARD DISK, STAMPED G 106 1935 AND SET IN THE TOP OF A CONCRETE
 GA0792'POST.
 GA0792
 GA0792                          STATION RECOVERY (1950)
 GA0792
 GA0792'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0792'RECOVERED IN GOOD CONDITION.
 GA0792
 GA0792                          STATION RECOVERY (1981)
 GA0792
 GA0792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0833 ***********************************************************************
 GA0833  DESIGNATION -  G 107
 GA0833  PID         -  GA0833
 GA0833  STATE/COUNTY-  TN/HAWKINS
 GA0833  USGS QUAD   -  STONY POINT (1971)
 GA0833
 GA0833                         *CURRENT SURVEY CONTROL
 GA0833  ___________________________________________________________________
 GA0833* NAD 83(1986)-  36 24 03.     (N)    082 52 20.     (W)     SCALED    
 GA0833* NAVD 88     -       349.929  (meters)    1148.06   (feet)  ADJUSTED  
 GA0833  ___________________________________________________________________
 GA0833  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0833  DYNAMIC HT  -         349.610 (meters)    1147.01  (feet)  COMP
 GA0833  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA0833
 GA0833  VERT ORDER  -  SECOND    CLASS 0
 GA0833
 GA0833.The horizontal coordinates were scaled from a topographic map and have
 GA0833.an estimated accuracy of +/- 6 seconds.
 GA0833
 GA0833.The orthometric height was determined by differential leveling
 GA0833.and adjusted by the National Geodetic Survey in June 1991..
 GA0833
 GA0833.The geoid height was determined by GEOID03.
 GA0833
 GA0833.The dynamic height is computed by dividing the NAVD 88
 GA0833.geopotential number by the normal gravity value computed on the
 GA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0833.degrees latitude (g = 980.6199 gals.).
 GA0833
 GA0833.The modeled gravity was interpolated from observed gravity values.
 GA0833
 GA0833;                    North         East    Units  Estimated Accuracy
 GA0833;SPC TN       -   233,880.      880,530.      MT  (+/- 180 meters Scaled)
 GA0833
 GA0833                          SUPERSEDED SURVEY CONTROL
 GA0833
 GA0833  NGVD 29 (??/??/92)  350.075  (m)         1148.54   (f) ADJ UNCH    2 0
 GA0833
 GA0833.Superseded values are not recommended for survey control.
 GA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0833.See file dsdata.txt to determine how the superseded data were derived.
 GA0833
 GA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA321300(NAD 83)
 GA0833_MARKER: DB = BENCH MARK DISK
 GA0833_SETTING: 66 = SET IN ROCK OUTCROP
 GA0833_SP_SET: ROCK OUTCROP
 GA0833_STAMPING: G 107 1935
 GA0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0833+STABILITY: POSITION/ELEVATION WELL
 GA0833
 GA0833  HISTORY     - Date     Condition        Report By
 GA0833  HISTORY     - 1935     MONUMENTED       CGS
 GA0833  HISTORY     - 1955     GOOD             TVA
 GA0833
 GA0833                          STATION DESCRIPTION
 GA0833
 GA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0833'3.2 MI E FROM BUREM.
 GA0833'3.2 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0833'AT BUREM, HAWKINS COUNTY, 10 YARDS SOUTH OF THE CENTERLINE
 GA0833'OF THE ELISA JONES PRIVATE ROAD, 5 YARDS EAST OF THE CENTERLINE
 GA0833'OF THE BEECH CREEK ROAD, IN THE TOP OF A ROCK OUTCROP, 3 FEET
 GA0833'HIGHER THAN THE ROAD AND 3.7 FEET SOUTHWEST OF STATION.  A
 GA0833'STANDARD DISK, STAMPED G 107 1935.
 GA0833
 GA0833                          STATION RECOVERY (1955)
 GA0833
 GA0833'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0959 ***********************************************************************
 GA0959  DESIGNATION -  G 108
 GA0959  PID         -  GA0959
 GA0959  STATE/COUNTY-  TN/WASHINGTON
 GA0959  USGS QUAD   -  LEESBURG (1971)
 GA0959
 GA0959                         *CURRENT SURVEY CONTROL
 GA0959  ___________________________________________________________________
 GA0959* NAD 83(1986)-  36 20 22.     (N)    082 33 02.     (W)     SCALED    
 GA0959* NAVD 88     -       476.884  (meters)    1564.58   (feet)  ADJUSTED  
 GA0959  ___________________________________________________________________
 GA0959  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0959  DYNAMIC HT  -         476.433 (meters)    1563.10  (feet)  COMP
 GA0959  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 GA0959
 GA0959  VERT ORDER  -  SECOND    CLASS 0
 GA0959
 GA0959.The horizontal coordinates were scaled from a topographic map and have
 GA0959.an estimated accuracy of +/- 6 seconds.
 GA0959
 GA0959.The orthometric height was determined by differential leveling
 GA0959.and adjusted by the National Geodetic Survey in June 1991..
 GA0959
 GA0959.The geoid height was determined by GEOID03.
 GA0959
 GA0959.The dynamic height is computed by dividing the NAVD 88
 GA0959.geopotential number by the normal gravity value computed on the
 GA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0959.degrees latitude (g = 980.6199 gals.).
 GA0959
 GA0959.The modeled gravity was interpolated from observed gravity values.
 GA0959
 GA0959;                    North         East    Units  Estimated Accuracy
 GA0959;SPC TN       -   228,040.      909,610.      MT  (+/- 180 meters Scaled)
 GA0959
 GA0959                          SUPERSEDED SURVEY CONTROL
 GA0959
 GA0959  NGVD 29 (??/??/92)  477.025  (m)         1565.04   (f) ADJ UNCH    2 0
 GA0959
 GA0959.Superseded values are not recommended for survey control.
 GA0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0959.See file dsdata.txt to determine how the superseded data were derived.
 GA0959
 GA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA608227(NAD 83)
 GA0959_MARKER: DB = BENCH MARK DISK
 GA0959_SETTING: 66 = SET IN ROCK OUTCROP
 GA0959_SP_SET: LIMESTONE OUTCROP
 GA0959_STAMPING: G 108 1935
 GA0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0959+STABILITY: POSITION/ELEVATION WELL
 GA0959
 GA0959  HISTORY     - Date     Condition        Report By
 GA0959  HISTORY     - 1935     MONUMENTED       CGS
 GA0959
 GA0959                          STATION DESCRIPTION
 GA0959
 GA0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0959'10.3 MI NE FROM LIMESTONE.
 GA0959'10.3 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0959'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, 1.3 MILES NORTHEAST
 GA0959'OF THE INTERSECTION OF STATE HIGHWAY 81, AT THE I.W. COX RESIDENCE,
 GA0959'66 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 55 YARDS
 GA0959'SOUTH OF THE HOUSE, 30 YARDS NORTHWEST OF POLE 42, 24 FEET SOUTH
 GA0959'OF A GARDEN FENCE, IN THE TOP OF A LIMESTONE OUTCROP, AND LEVEL
 GA0959'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1252 ***********************************************************************
 FZ1252  DESIGNATION -  G 110
 FZ1252  PID         -  FZ1252
 FZ1252  STATE/COUNTY-  TN/JOHNSON
 FZ1252  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1252
 FZ1252                         *CURRENT SURVEY CONTROL
 FZ1252  ___________________________________________________________________
 FZ1252* NAD 83(1986)-  36 32 20.     (N)    081 56 53.     (W)     SCALED    
 FZ1252* NAVD 88     -      1031.433  (meters)    3383.96   (feet)  ADJUSTED  
 FZ1252  ___________________________________________________________________
 FZ1252  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1252  DYNAMIC HT  -        1030.447 (meters)    3380.72  (feet)  COMP
 FZ1252  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 FZ1252
 FZ1252  VERT ORDER  -  SECOND    CLASS 0
 FZ1252
 FZ1252.The horizontal coordinates were scaled from a topographic map and have
 FZ1252.an estimated accuracy of +/- 6 seconds.
 FZ1252
 FZ1252.The orthometric height was determined by differential leveling
 FZ1252.and adjusted by the National Geodetic Survey in June 1991..
 FZ1252
 FZ1252.The geoid height was determined by GEOID03.
 FZ1252
 FZ1252.The dynamic height is computed by dividing the NAVD 88
 FZ1252.geopotential number by the normal gravity value computed on the
 FZ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1252.degrees latitude (g = 980.6199 gals.).
 FZ1252
 FZ1252.The modeled gravity was interpolated from observed gravity values.
 FZ1252
 FZ1252;                    North         East    Units  Estimated Accuracy
 FZ1252;SPC TN       -   252,220.      962,740.      MT  (+/- 180 meters Scaled)
 FZ1252
 FZ1252                          SUPERSEDED SURVEY CONTROL
 FZ1252
 FZ1252  NGVD 29 (??/??/92) 1031.538  (m)         3384.30   (f) ADJ UNCH    2 0
 FZ1252
 FZ1252.Superseded values are not recommended for survey control.
 FZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1252.See file dsdata.txt to determine how the superseded data were derived.
 FZ1252
 FZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA151441(NAD 83)
 FZ1252_MARKER: DB = BENCH MARK DISK
 FZ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1252_STAMPING: G 110 1935
 FZ1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1252+STABILITY: SURFACE MOTION
 FZ1252
 FZ1252  HISTORY     - Date     Condition        Report By
 FZ1252  HISTORY     - 1935     MONUMENTED       CGS
 FZ1252
 FZ1252                          STATION DESCRIPTION
 FZ1252
 FZ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1252'2.6 MI NW FROM SHADY VALLEY.
 FZ1252'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1252'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 36 YARDS
 FZ1252'EAST OF THE JOHNSON-SULLIVAN COUNTY-LINE SIGN, 43 FEET NORTHEAST
 FZ1252'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A SHACK, AND
 FZ1252'2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 110 1935
 FZ1252'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1253 ***********************************************************************
 FZ1253  DESIGNATION -  G 110 X
 FZ1253  PID         -  FZ1253
 FZ1253  STATE/COUNTY-  TN/SULLIVAN
 FZ1253  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1253
 FZ1253                         *CURRENT SURVEY CONTROL
 FZ1253  ___________________________________________________________________
 FZ1253* NAD 83(1986)-  36 32 11.     (N)    081 57 42.     (W)     SCALED    
 FZ1253* NAVD 88     -       937.850  (meters)    3076.93   (feet)  ADJUSTED  
 FZ1253  ___________________________________________________________________
 FZ1253  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1253  DYNAMIC HT  -         936.954 (meters)    3073.99  (feet)  COMP
 FZ1253  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FZ1253
 FZ1253  VERT ORDER  -  SECOND    CLASS 0
 FZ1253
 FZ1253.The horizontal coordinates were scaled from a topographic map and have
 FZ1253.an estimated accuracy of +/- 6 seconds.
 FZ1253
 FZ1253.The orthometric height was determined by differential leveling
 FZ1253.and adjusted by the National Geodetic Survey in June 1991..
 FZ1253
 FZ1253.The geoid height was determined by GEOID03.
 FZ1253
 FZ1253.The dynamic height is computed by dividing the NAVD 88
 FZ1253.geopotential number by the normal gravity value computed on the
 FZ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1253.degrees latitude (g = 980.6199 gals.).
 FZ1253
 FZ1253.The modeled gravity was interpolated from observed gravity values.
 FZ1253
 FZ1253;                    North         East    Units  Estimated Accuracy
 FZ1253;SPC TN       -   251,890.      961,540.      MT  (+/- 180 meters Scaled)
 FZ1253
 FZ1253                          SUPERSEDED SURVEY CONTROL
 FZ1253
 FZ1253  NGVD 29 (??/??/92)  937.952  (m)         3077.26   (f) ADJ UNCH    2 0
 FZ1253
 FZ1253.Superseded values are not recommended for survey control.
 FZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1253.See file dsdata.txt to determine how the superseded data were derived.
 FZ1253
 FZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA139438(NAD 83)
 FZ1253_MARKER: DB = BENCH MARK DISK
 FZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1253_STAMPING: G 110 X 1935
 FZ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1253+STABILITY: SURFACE MOTION
 FZ1253
 FZ1253  HISTORY     - Date     Condition        Report By
 FZ1253  HISTORY     - 1935     MONUMENTED       CGS
 FZ1253
 FZ1253                          STATION DESCRIPTION
 FZ1253
 FZ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1253'3.7 MI W FROM SHADY VALLEY.
 FZ1253'IN SULLIVAN COUNTY, 3.7 MILES WEST ALONG U.S. HIGHWAY 421 FROM
 FZ1253'THE INTERSECTION OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON
 FZ1253'COUNTY, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FZ1253'25 FEET NORTH OF THE EDGE OF THE WOODS, 10.8 FEET SOUTH OF THE
 FZ1253'SOUTHWEST HEADWALL OF A CONCRETE CULVERT, AND 3-1/2 FEET HIGHER
 FZ1253'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 110 X 1935 AND SET
 FZ1253'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0612 ***********************************************************************
 GA0612  DESIGNATION -  G 112
 GA0612  PID         -  GA0612
 GA0612  STATE/COUNTY-  TN/UNICOI
 GA0612  USGS QUAD   -  UNICOI (1978)
 GA0612
 GA0612                         *CURRENT SURVEY CONTROL
 GA0612  ___________________________________________________________________
 GA0612* NAD 83(1986)-  36 10 37.     (N)    082 16 32.     (W)     SCALED    
 GA0612* NAVD 88     -       697.815  (meters)    2289.41   (feet)  ADJUSTED  
 GA0612  ___________________________________________________________________
 GA0612  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA0612  DYNAMIC HT  -         697.094 (meters)    2287.05  (feet)  COMP
 GA0612  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 GA0612
 GA0612  VERT ORDER  -  SECOND    CLASS 0
 GA0612
 GA0612.The horizontal coordinates were scaled from a topographic map and have
 GA0612.an estimated accuracy of +/- 6 seconds.
 GA0612
 GA0612.The orthometric height was determined by differential leveling
 GA0612.and adjusted by the National Geodetic Survey in June 1991..
 GA0612
 GA0612.The geoid height was determined by GEOID03.
 GA0612
 GA0612.The dynamic height is computed by dividing the NAVD 88
 GA0612.geopotential number by the normal gravity value computed on the
 GA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0612.degrees latitude (g = 980.6199 gals.).
 GA0612
 GA0612.The modeled gravity was interpolated from observed gravity values.
 GA0612
 GA0612;                    North         East    Units  Estimated Accuracy
 GA0612;SPC TN       -   210,920.      934,970.      MT  (+/- 180 meters Scaled)
 GA0612
 GA0612                          SUPERSEDED SURVEY CONTROL
 GA0612
 GA0612  NGVD 29 (??/??/92)  697.891  (m)         2289.66   (f) ADJ UNCH    2 0
 GA0612
 GA0612.Superseded values are not recommended for survey control.
 GA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0612.See file dsdata.txt to determine how the superseded data were derived.
 GA0612
 GA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA852043(NAD 83)
 GA0612_MARKER: DB = BENCH MARK DISK
 GA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0612_STAMPING: G 112 1935
 GA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0612+STABILITY: SURFACE MOTION
 GA0612
 GA0612  HISTORY     - Date     Condition        Report By
 GA0612  HISTORY     - 1935     MONUMENTED       CGS
 GA0612
 GA0612                          STATION DESCRIPTION
 GA0612
 GA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0612'1.1 MI NW FROM LIMESTONE COVE.
 GA0612'1.1 MILES NORTHWEST ALONG THE UNICOI ROAD FROM THE POST OFFICE
 GA0612'AT LIMESTONE COVE, UNICOI COUNTY, 75 YARDS NORTHWEST OF THE W.
 GA0612'BERCHFIELD FRAME RESIDENCE SOUTH OF THE ROAD, 34 FEET NORTH OF
 GA0612'THE CENTERLINE OF THE ROAD, 20 YARDS EAST OF A 24-INCH SYCAMORE
 GA0612'TREE, 8 FEET SOUTHWEST OF AN 8-INCH EVERGREEN TREE, AND LEVEL
 GA0612'WITH THE ROAD.  A STANDARD DISK, STAMPED G 112 1935 AND SET IN THE
 GA0612'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0972 ***********************************************************************
 GA0972  DESIGNATION -  G 113
 GA0972  PID         -  GA0972
 GA0972  STATE/COUNTY-  TN/WASHINGTON
 GA0972  USGS QUAD   -  TELFORD (1971)
 GA0972
 GA0972                         *CURRENT SURVEY CONTROL
 GA0972  ___________________________________________________________________
 GA0972* NAD 83(1986)-  36 11 55.     (N)    082 32 03.     (W)     SCALED    
 GA0972* NAVD 88     -       488.674  (meters)    1603.26   (feet)  POSTED    
 GA0972  ___________________________________________________________________
 GA0972  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0972  DYNAMIC HT  -         488.210 (meters)    1601.74  (feet)  COMP
 GA0972  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 GA0972
 GA0972  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0972
 GA0972.The horizontal coordinates were scaled from a topographic map and have
 GA0972.an estimated accuracy of +/- 6 seconds.
 GA0972
 GA0972.The orthometric height was determined by differential leveling
 GA0972.and adjusted by the National Geodetic Survey in 1992..
 GA0972.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0972.rate of 0.0 thru 1.0 mm/km.
 GA0972
 GA0972.The geoid height was determined by GEOID03.
 GA0972
 GA0972.The dynamic height is computed by dividing the NAVD 88
 GA0972.geopotential number by the normal gravity value computed on the
 GA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0972.degrees latitude (g = 980.6199 gals.).
 GA0972
 GA0972.The modeled gravity was interpolated from observed gravity values.
 GA0972
 GA0972;                    North         East    Units  Estimated Accuracy
 GA0972;SPC TN       -   212,470.      911,630.      MT  (+/- 180 meters Scaled)
 GA0972
 GA0972                          SUPERSEDED SURVEY CONTROL
 GA0972
 GA0972  NGVD 29 (??/??/92)  488.819  (m)         1603.73   (f) ADJ UNCH    2 0
 GA0972
 GA0972.Superseded values are not recommended for survey control.
 GA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0972.See file dsdata.txt to determine how the superseded data were derived.
 GA0972
 GA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA620070(NAD 83)
 GA0972_MARKER: DB = BENCH MARK DISK
 GA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0972_STAMPING: G 113 1935
 GA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0972+STABILITY: SURFACE MOTION
 GA0972
 GA0972  HISTORY     - Date     Condition        Report By
 GA0972  HISTORY     - 1935     MONUMENTED       CGS
 GA0972  HISTORY     - 1955     GOOD             NGS
 GA0972
 GA0972                          STATION DESCRIPTION
 GA0972
 GA0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0972'6 MI S FROM TELFORD.
 GA0972'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0972'AT TELFORD, WASHINGTON COUNTY, THENCE 3.3 MILES SOUTHEAST ALONG
 GA0972'COUNTY ROADS, 0.2 MILE SOUTH OF A Y-ROAD INTERSECTION, AT THE
 GA0972'J.R. KYKER RESIDENCE, 71 YARDS SOUTHWEST OF THE SOUTHWEST
 GA0972'CORNER OF THE HOUSE, 51 FEET NORTHEAST OF A LARGE BARN, 16 FEET
 GA0972'NORTHWEST OF THE CENTERLINE OF THE ROAD, AT A FENCE, AND LEVEL
 GA0972'WITH THE ROAD.  A STANDARD DISK, STAMPED G 113 1935 AND SET
 GA0972'IN THE TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1920 ***********************************************************************
 GA1920  DESIGNATION -  G 114
 GA1920  PID         -  GA1920
 GA1920  STATE/COUNTY-  TN/GREENE
 GA1920  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1920
 GA1920                         *CURRENT SURVEY CONTROL
 GA1920  ___________________________________________________________________
 GA1920* NAD 83(1986)-  36 04 53.     (N)    083 02 27.     (W)     SCALED    
 GA1920* NAVD 88     -       386.182  (meters)    1267.00   (feet)  ADJUSTED  
 GA1920  ___________________________________________________________________
 GA1920  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1920  DYNAMIC HT  -         385.818 (meters)    1265.80  (feet)  COMP
 GA1920  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 GA1920
 GA1920  VERT ORDER  -  SECOND    CLASS 0
 GA1920
 GA1920.The horizontal coordinates were scaled from a topographic map and have
 GA1920.an estimated accuracy of +/- 6 seconds.
 GA1920
 GA1920.The orthometric height was determined by differential leveling
 GA1920.and adjusted by the National Geodetic Survey in June 1991..
 GA1920
 GA1920.The geoid height was determined by GEOID03.
 GA1920
 GA1920.The dynamic height is computed by dividing the NAVD 88
 GA1920.geopotential number by the normal gravity value computed on the
 GA1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1920.degrees latitude (g = 980.6199 gals.).
 GA1920
 GA1920.The modeled gravity was interpolated from observed gravity values.
 GA1920
 GA1920;                    North         East    Units  Estimated Accuracy
 GA1920;SPC TN       -   197,980.      866,480.      MT  (+/- 180 meters Scaled)
 GA1920
 GA1920                          SUPERSEDED SURVEY CONTROL
 GA1920
 GA1920  NGVD 29 (??/??/92)  386.336  (m)         1267.50   (f) ADJ UNCH    2 0
 GA1920
 GA1920.Superseded values are not recommended for survey control.
 GA1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1920.See file dsdata.txt to determine how the superseded data were derived.
 GA1920
 GA1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV162949(NAD 83)
 GA1920_MARKER: DB = BENCH MARK DISK
 GA1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1920_STAMPING: G 114 1935
 GA1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1920+STABILITY: SURFACE MOTION
 GA1920
 GA1920  HISTORY     - Date     Condition        Report By
 GA1920  HISTORY     - 1935     MONUMENTED       CGS
 GA1920
 GA1920                          STATION DESCRIPTION
 GA1920
 GA1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1920'4.8 MI NW FROM CANEY BRANCH.
 GA1920'4.8 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1920'OFFICE AT CANEY BRANCH, 0.4 MILE NORTHWEST OF THE JUNCTION OF
 GA1920'A ROAD LEADING EAST, 0.15 MILE SOUTHEAST OF THE AMBROSE EASTERLY
 GA1920'RESIDENCE, 25 YARDS NORTHWEST OF A TWIN 24-INCH CEDAR TREE, 13.5
 GA1920'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, ON THE SLOPE
 GA1920'OF A HILL, 30 FEET EAST OF THE CENTER OF A GATE, 1 FOOT SOUTHWEST
 GA1920'OF A FENCE LINE, AND LEVEL WITH THE HIGHWAY, 27 FEET NORTHEAST
 GA1920'OF A 4 IN CEDAR TREE AND 1 FOOT SOUTHEAST OF A STEEL WITNESS
 GA1920'POST.  A STANDARD DISK, STAMPED G 114 1935 AND SET IN THE
 GA1920'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1921 ***********************************************************************
 GA1921  DESIGNATION -  G 114 X
 GA1921  PID         -  GA1921
 GA1921  STATE/COUNTY-  TN/GREENE
 GA1921  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1921
 GA1921                         *CURRENT SURVEY CONTROL
 GA1921  ___________________________________________________________________
 GA1921* NAD 83(1986)-  36 04 42.     (N)    083 02 05.     (W)     SCALED    
 GA1921* NAVD 88     -       367.989  (meters)    1207.31   (feet)  ADJUSTED  
 GA1921  ___________________________________________________________________
 GA1921  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA1921  DYNAMIC HT  -         367.642 (meters)    1206.17  (feet)  COMP
 GA1921  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 GA1921
 GA1921  VERT ORDER  -  SECOND    CLASS 0
 GA1921
 GA1921.The horizontal coordinates were scaled from a topographic map and have
 GA1921.an estimated accuracy of +/- 6 seconds.
 GA1921
 GA1921.The orthometric height was determined by differential leveling
 GA1921.and adjusted by the National Geodetic Survey in June 1991..
 GA1921
 GA1921.The geoid height was determined by GEOID03.
 GA1921
 GA1921.The dynamic height is computed by dividing the NAVD 88
 GA1921.geopotential number by the normal gravity value computed on the
 GA1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1921.degrees latitude (g = 980.6199 gals.).
 GA1921
 GA1921.The modeled gravity was interpolated from observed gravity values.
 GA1921
 GA1921;                    North         East    Units  Estimated Accuracy
 GA1921;SPC TN       -   197,650.      867,040.      MT  (+/- 180 meters Scaled)
 GA1921
 GA1921                          SUPERSEDED SURVEY CONTROL
 GA1921
 GA1921  NGVD 29 (??/??/92)  368.143  (m)         1207.82   (f) ADJ UNCH    2 0
 GA1921
 GA1921.Superseded values are not recommended for survey control.
 GA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1921.See file dsdata.txt to determine how the superseded data were derived.
 GA1921
 GA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV167945(NAD 83)
 GA1921_MARKER: DB = BENCH MARK DISK
 GA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1921_STAMPING: G 114 X 1935
 GA1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1921+STABILITY: SURFACE MOTION
 GA1921
 GA1921  HISTORY     - Date     Condition        Report By
 GA1921  HISTORY     - 1935     MONUMENTED       CGS
 GA1921
 GA1921                          STATION DESCRIPTION
 GA1921
 GA1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1921'4.3 MI NW FROM CANEY BRANCH.
 GA1921'4.3 MILES NORTHWEST ALONG THE WARRENBURG HIGHWAY FROM THE POST
 GA1921'OFFICE AT CANEY BRANCH, 0.1 MILE SOUTH OF THE THOMAS NESTLER
 GA1921'RESIDENCE AT THE JUNCTION OF A ROAD LEADING EAST, IN A SMALL
 GA1921'VALLEY AT THE NORTH BASE OF A HILL, 20 YARDS SOUTH OF A WOODEN
 GA1921'CULVERT, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7
 GA1921'FEET WEST OF A FENCE LINE, 1 FOOT HIGHER THAN THE HIGHWAY,
 GA1921'3.3 FEET SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK,
 GA1921'STAMPED G 114 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0687 ***********************************************************************
 GA0687  DESIGNATION -  G 115
 GA0687  PID         -  GA0687
 GA0687  STATE/COUNTY-  TN/GREENE
 GA0687  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0687
 GA0687                         *CURRENT SURVEY CONTROL
 GA0687  ___________________________________________________________________
 GA0687* NAD 83(1986)-  36 06 20.     (N)    082 46 18.     (W)     SCALED    
 GA0687* NAVD 88     -       426.637  (meters)    1399.72   (feet)  ADJUSTED  
 GA0687  ___________________________________________________________________
 GA0687  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0687  DYNAMIC HT  -         426.229 (meters)    1398.39  (feet)  COMP
 GA0687  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 GA0687
 GA0687  VERT ORDER  -  SECOND    CLASS 0
 GA0687
 GA0687.The horizontal coordinates were scaled from a topographic map and have
 GA0687.an estimated accuracy of +/- 6 seconds.
 GA0687
 GA0687.The orthometric height was determined by differential leveling
 GA0687.and adjusted by the National Geodetic Survey in June 1991..
 GA0687
 GA0687.The geoid height was determined by GEOID03.
 GA0687
 GA0687.The dynamic height is computed by dividing the NAVD 88
 GA0687.geopotential number by the normal gravity value computed on the
 GA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0687.degrees latitude (g = 980.6199 gals.).
 GA0687
 GA0687.The modeled gravity was interpolated from observed gravity values.
 GA0687
 GA0687;                    North         East    Units  Estimated Accuracy
 GA0687;SPC TN       -   201,420.      890,630.      MT  (+/- 180 meters Scaled)
 GA0687
 GA0687                          SUPERSEDED SURVEY CONTROL
 GA0687
 GA0687  NGVD 29 (??/??/92)  426.761  (m)         1400.13   (f) ADJ UNCH    2 0
 GA0687
 GA0687.Superseded values are not recommended for survey control.
 GA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0687.See file dsdata.txt to determine how the superseded data were derived.
 GA0687
 GA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV405971(NAD 83)
 GA0687_MARKER: DB = BENCH MARK DISK
 GA0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0687_STAMPING: G 115 1935
 GA0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0687+STABILITY: SURFACE MOTION
 GA0687
 GA0687  HISTORY     - Date     Condition        Report By
 GA0687  HISTORY     - 1935     MONUMENTED       CGS
 GA0687  HISTORY     - 1950     GOOD             TVA
 GA0687
 GA0687                          STATION DESCRIPTION
 GA0687
 GA0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0687'1 MI SE FROM JONES BRIDGE.
 GA0687'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0687'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, 0.2 MILE
 GA0687'EAST OF JONES SCHOOL, AT FANNANS CROSSROADS, AT THE JUNCTION OF
 GA0687'THE OLD JONESBORO HIGHWAY, 42 YARDS SOUTHEAST OF THE JUNCTION,
 GA0687'29.5 FEET SOUTH OF THE SOUTH CORNER OF THE HOME OF MRS. FANNAN,
 GA0687'26.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 8.5 FEET NORTH
 GA0687'OF A FENCE CORNER, 4.5 FEET NORTHWEST OF A FENCE LINE, AND LEVEL
 GA0687'WITH THE ROAD.  A STANDARD DISK, STAMPED G 115 1935 AND SET IN
 GA0687'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GA0687
 GA0687                          STATION RECOVERY (1950)
 GA0687
 GA0687'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0591 ***********************************************************************
 GA0591  DESIGNATION -  G 116
 GA0591  PID         -  GA0591
 GA0591  STATE/COUNTY-  TN/WASHINGTON
 GA0591  USGS QUAD   -  JONESBOROUGH (1968)
 GA0591
 GA0591                         *CURRENT SURVEY CONTROL
 GA0591  ___________________________________________________________________
 GA0591* NAD 83(1986)-  36 16 17.     (N)    082 28 31.     (W)     SCALED    
 GA0591* NAVD 88     -       528.923  (meters)    1735.31   (feet)  ADJUSTED  
 GA0591  ___________________________________________________________________
 GA0591  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0591  DYNAMIC HT  -         528.417 (meters)    1733.65  (feet)  COMP
 GA0591  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 GA0591
 GA0591  VERT ORDER  -  SECOND    CLASS 0
 GA0591
 GA0591.The horizontal coordinates were scaled from a topographic map and have
 GA0591.an estimated accuracy of +/- 6 seconds.
 GA0591
 GA0591.The orthometric height was determined by differential leveling
 GA0591.and adjusted by the National Geodetic Survey in June 1991..
 GA0591
 GA0591.The geoid height was determined by GEOID03.
 GA0591
 GA0591.The dynamic height is computed by dividing the NAVD 88
 GA0591.geopotential number by the normal gravity value computed on the
 GA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0591.degrees latitude (g = 980.6199 gals.).
 GA0591
 GA0591.The modeled gravity was interpolated from observed gravity values.
 GA0591
 GA0591;                    North         East    Units  Estimated Accuracy
 GA0591;SPC TN       -   220,730.      916,630.      MT  (+/- 180 meters Scaled)
 GA0591
 GA0591                          SUPERSEDED SURVEY CONTROL
 GA0591
 GA0591  NGVD 29 (??/??/92)  529.059  (m)         1735.75   (f) ADJ UNCH    2 0
 GA0591
 GA0591.Superseded values are not recommended for survey control.
 GA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0591.See file dsdata.txt to determine how the superseded data were derived.
 GA0591
 GA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA674150(NAD 83)
 GA0591_MARKER: DB = BENCH MARK DISK
 GA0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0591_STAMPING: G 116 1935
 GA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0591+STABILITY: SURFACE MOTION
 GA0591
 GA0591  HISTORY     - Date     Condition        Report By
 GA0591  HISTORY     - 1935     MONUMENTED       CGS
 GA0591
 GA0591                          STATION DESCRIPTION
 GA0591
 GA0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0591'2.2 MI SW FROM JONESBORO.
 GA0591'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0591'AT JONESBORO, WASHINGTON COUNTY, 1.1 MILES SOUTHEAST OF THE
 GA0591'JUNCTION OF U.S. HIGHWAY 11 E, AT THE JAMES DOCK RESIDENCE, 51
 GA0591'FEET EAST OF THE EAST CORNER OF THE HOUSE, 30 YARDS SOUTHWEST OF
 GA0591'A SMALL STORE, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, 22
 GA0591'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTHEAST
 GA0591'OF THE EXTENDED CENTERLINE OF THE ROAD, 15 FEET SOUTHWEST OF A
 GA0591'FENCE LINE, 4.6 FEET NORTHWEST OF A POLE, 3.8 FEET WEST OF A FENCE
 GA0591'CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0591'G 116 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GA0591'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0639 ***********************************************************************
 GA0639  DESIGNATION -  G 117
 GA0639  PID         -  GA0639
 GA0639  STATE/COUNTY-  TN/SULLIVAN
 GA0639  USGS QUAD   -  BOONE DAM (1968)
 GA0639
 GA0639                         *CURRENT SURVEY CONTROL
 GA0639  ___________________________________________________________________
 GA0639* NAD 83(1986)-  36 26 39.     (N)    082 29 46.     (W)     SCALED    
 GA0639* NAVD 88     -       443.264  (meters)    1454.28   (feet)  ADJUSTED  
 GA0639  ___________________________________________________________________
 GA0639  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0639  DYNAMIC HT  -         442.850 (meters)    1452.92  (feet)  COMP
 GA0639  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 GA0639
 GA0639  VERT ORDER  -  SECOND    CLASS 0
 GA0639
 GA0639.The horizontal coordinates were scaled from a topographic map and have
 GA0639.an estimated accuracy of +/- 6 seconds.
 GA0639
 GA0639.The orthometric height was determined by differential leveling
 GA0639.and adjusted by the National Geodetic Survey in June 1991..
 GA0639
 GA0639.The geoid height was determined by GEOID03.
 GA0639
 GA0639.The dynamic height is computed by dividing the NAVD 88
 GA0639.geopotential number by the normal gravity value computed on the
 GA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0639.degrees latitude (g = 980.6199 gals.).
 GA0639
 GA0639.The modeled gravity was interpolated from observed gravity values.
 GA0639
 GA0639;                    North         East    Units  Estimated Accuracy
 GA0639;SPC TN       -   239,820.      914,080.      MT  (+/- 180 meters Scaled)
 GA0639
 GA0639                          SUPERSEDED SURVEY CONTROL
 GA0639
 GA0639  NGVD 29 (??/??/92)  443.405  (m)         1454.74   (f) ADJ UNCH    2 0
 GA0639
 GA0639.Superseded values are not recommended for survey control.
 GA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0639.See file dsdata.txt to determine how the superseded data were derived.
 GA0639
 GA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA659342(NAD 83)
 GA0639_MARKER: DB = BENCH MARK DISK
 GA0639_SETTING: 0 = UNSPECIFIED SETTING
 GA0639_STAMPING: G 117 1935
 GA0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0639
 GA0639  HISTORY     - Date     Condition        Report By
 GA0639  HISTORY     - 1935     MONUMENTED       CGS
 GA0639  HISTORY     - 1950     GOOD             TVA
 GA0639
 GA0639                          STATION DESCRIPTION
 GA0639
 GA0639'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0639'0.9 MI S FROM FORDTOWN.
 GA0639'0.9 MILE SOUTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0639'FROM THE STATION AT FORDTOWN, SULLIVAN COUNTY, 12.4 FEET SOUTH OF
 GA0639'CENTERLINE OF RAILROAD TRACK, 132 FEET NORTHWEST OF NORTHWEST
 GA0639'CORNER OF 1-STORY HOUSE LOCATED ON SOUTH SIDE OF ROAD, 42 FEET
 GA0639'NORTHWEST OF NAIL IN BOTTLE CAP IN POWER POLE BETWEEN ROAD AND
 GA0639'RAILROAD, 87.5 FEET NORTHEAST OF NAIL IN BOTTLE CAP IN POWER
 GA0639'POLE BETWEEN ROAD AND RAILROAD.  A STANDARD DISK, STAMPED G
 GA0639'117 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0986 ***********************************************************************
 GA0986  DESIGNATION -  G 118
 GA0986  PID         -  GA0986
 GA0986  STATE/COUNTY-  TN/GREENE
 GA0986  USGS QUAD   -  CEDAR CREEK (1980)
 GA0986
 GA0986                         *CURRENT SURVEY CONTROL
 GA0986  ___________________________________________________________________
 GA0986* NAD 83(1986)-  36 05 56.     (N)    082 55 49.     (W)     SCALED    
 GA0986* NAVD 88     -       394.980  (meters)    1295.86   (feet)  ADJUSTED  
 GA0986  ___________________________________________________________________
 GA0986  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0986  DYNAMIC HT  -         394.606 (meters)    1294.64  (feet)  COMP
 GA0986  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0986
 GA0986  VERT ORDER  -  SECOND    CLASS 0
 GA0986
 GA0986.The horizontal coordinates were scaled from a topographic map and have
 GA0986.an estimated accuracy of +/- 6 seconds.
 GA0986
 GA0986.The orthometric height was determined by differential leveling
 GA0986.and adjusted by the National Geodetic Survey in June 1991..
 GA0986
 GA0986.The geoid height was determined by GEOID03.
 GA0986
 GA0986.The dynamic height is computed by dividing the NAVD 88
 GA0986.geopotential number by the normal gravity value computed on the
 GA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0986.degrees latitude (g = 980.6199 gals.).
 GA0986
 GA0986.The modeled gravity was interpolated from observed gravity values.
 GA0986
 GA0986;                    North         East    Units  Estimated Accuracy
 GA0986;SPC TN       -   200,220.      876,380.      MT  (+/- 180 meters Scaled)
 GA0986
 GA0986                          SUPERSEDED SURVEY CONTROL
 GA0986
 GA0986  NGVD 29 (??/??/92)  395.127  (m)         1296.35   (f) ADJ UNCH    2 0
 GA0986
 GA0986.Superseded values are not recommended for survey control.
 GA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0986.See file dsdata.txt to determine how the superseded data were derived.
 GA0986
 GA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV262966(NAD 83)
 GA0986_MARKER: DB = BENCH MARK DISK
 GA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0986_STAMPING: G 118 1935
 GA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0986+STABILITY: SURFACE MOTION
 GA0986
 GA0986  HISTORY     - Date     Condition        Report By
 GA0986  HISTORY     - 1935     MONUMENTED       CGS
 GA0986  HISTORY     - 1950     GOOD             TVA
 GA0986
 GA0986                          STATION DESCRIPTION
 GA0986
 GA0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0986'5.2 MI NE FROM CANEY BRANCH.
 GA0986'5.2 MILES NORTHEAST ALONG U.S. HIGHWAY 411 FROM THE POST OFFICE
 GA0986'AT CANEY BRANCH, GREENE COUNTY, 0.2 MILE SOUTHWEST OF RUSSELL
 GA0986'CROSSROAD, AT THE B.K. DUNCAN RESIDENCE, 49.5 FEET NORTH OF THE
 GA0986'NORTHEAST CORNER OF THE HOUSE, 22.5 FEET SOUTH OF THE CENTERLINE
 GA0986'OF U.S. HIGHWAY 411, 1 FOOT WEST OF A WIRE-FENCE LINE, 1 FOOT
 GA0986'HIGHER THAN THE HIGHWAY AND 3 FEET SOUTHWEST OF POWER
 GA0986'TRANSFORMER POLE 118.  A STANDARD DISK, STAMPED G 118 1935
 GA0986'AND SET IN THE TOP OF A CONCRETE POST.
 GA0986
 GA0986                          STATION RECOVERY (1950)
 GA0986
 GA0986'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1932 ***********************************************************************
 GA1932  DESIGNATION -  G 119
 GA1932  PID         -  GA1932
 GA1932  STATE/COUNTY-  TN/GREENE
 GA1932  USGS QUAD   -  SPRINGVALE (1980)
 GA1932
 GA1932                         *CURRENT SURVEY CONTROL
 GA1932  ___________________________________________________________________
 GA1932* NAD 83(1986)-  36 09 08.     (N)    083 07 56.     (W)     SCALED    
 GA1932* NAVD 88     -       334.142  (meters)    1096.26   (feet)  ADJUSTED  
 GA1932  ___________________________________________________________________
 GA1932  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA1932  DYNAMIC HT  -         333.832 (meters)    1095.25  (feet)  COMP
 GA1932  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 GA1932
 GA1932  VERT ORDER  -  SECOND    CLASS 0
 GA1932
 GA1932.The horizontal coordinates were scaled from a topographic map and have
 GA1932.an estimated accuracy of +/- 6 seconds.
 GA1932
 GA1932.The orthometric height was determined by differential leveling
 GA1932.and adjusted by the National Geodetic Survey in June 1991..
 GA1932
 GA1932.The geoid height was determined by GEOID03.
 GA1932
 GA1932.The dynamic height is computed by dividing the NAVD 88
 GA1932.geopotential number by the normal gravity value computed on the
 GA1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1932.degrees latitude (g = 980.6199 gals.).
 GA1932
 GA1932.The modeled gravity was interpolated from observed gravity values.
 GA1932
 GA1932;                    North         East    Units  Estimated Accuracy
 GA1932;SPC TN       -   205,590.      858,030.      MT  (+/- 180 meters Scaled)
 GA1932
 GA1932                          SUPERSEDED SURVEY CONTROL
 GA1932
 GA1932  NGVD 29 (??/??/92)  334.296  (m)         1096.77   (f) ADJ UNCH    2 0
 GA1932
 GA1932.Superseded values are not recommended for survey control.
 GA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1932.See file dsdata.txt to determine how the superseded data were derived.
 GA1932
 GA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA081029(NAD 83)
 GA1932_MARKER: DB = BENCH MARK DISK
 GA1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1932_STAMPING: G 119 1935
 GA1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1932+STABILITY: SURFACE MOTION
 GA1932
 GA1932  HISTORY     - Date     Condition        Report By
 GA1932  HISTORY     - 1935     MONUMENTED       CGS
 GA1932
 GA1932                          STATION DESCRIPTION
 GA1932
 GA1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1932'0.9 MI NE FROM BEULAH.
 GA1932'0.9 MILE NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1932'BEULAH, AT THE FRANK WISECARVER RESIDENCE, 8 YARDS SOUTHWEST OF
 GA1932'THE SOUTHWEST CORNER OF THE HOUSE, 25 FEET EAST OF THE CENTERLINE
 GA1932'OF THE ROAD, 2 YARDS SOUTHEAST OF A SOUTHWEST FENCE CORNER,
 GA1932'1 YARD WEST OF A 12-INCH OAK TREE, 1 YARD HIGHER THAN THE ROAD,
 GA1932'AND 20.3 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK, 6 FEET
 GA1932'NORTHEAST OF FENCE CORNER AT SOUTH END OF HEDGE.  A STANDARD
 GA1932'DISK, STAMPED G 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1114 ***********************************************************************
 FB1114  DESIGNATION -  G 121
 FB1114  PID         -  FB1114
 FB1114  STATE/COUNTY-  TN/GREENE
 FB1114  USGS QUAD   -  PAINT ROCK (1991)
 FB1114
 FB1114                         *CURRENT SURVEY CONTROL
 FB1114  ___________________________________________________________________
 FB1114* NAD 83(1986)-  35 58 13.     (N)    082 54 51.     (W)     SCALED    
 FB1114* NAVD 88     -       556.56   (+/-2cm)    1826.0    (feet)  VERTCON   
 FB1114  ___________________________________________________________________
 FB1114  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB1114
 FB1114  VERT ORDER  -  ? (See Below)
 FB1114
 FB1114.The horizontal coordinates were scaled from a topographic map and have
 FB1114.an estimated accuracy of +/- 6 seconds.
 FB1114
 FB1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1114.The vertical order pertains to the NGVD 29 superseded value.
 FB1114
 FB1114.The geoid height was determined by GEOID03.
 FB1114
 FB1114;                    North         East    Units  Estimated Accuracy
 FB1114;SPC TN       -   186,010.      878,280.      MT  (+/- 180 meters Scaled)
 FB1114
 FB1114                          SUPERSEDED SURVEY CONTROL
 FB1114
 FB1114  NGVD 29 (??/??/92)  556.696  (m)         1826.43   (f) ADJ UNCH    ?  
 FB1114
 FB1114.Superseded values are not recommended for survey control.
 FB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1114.See file dsdata.txt to determine how the superseded data were derived.
 FB1114
 FB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV274823(NAD 83)
 FB1114_MARKER: DB = BENCH MARK DISK
 FB1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1114_SP_SET: CULVERT
 FB1114_STAMPING: G 121 1935
 FB1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1114
 FB1114  HISTORY     - Date     Condition        Report By
 FB1114  HISTORY     - 1935     MONUMENTED       CGS
 FB1114  HISTORY     - 1955     GOOD             NGS
 FB1114
 FB1114                          STATION DESCRIPTION
 FB1114
 FB1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1114'8.3 MI NE FROM WOLF CREEK.
 FB1114'IN GREENE COUNTY, 8.3 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 FB1114'FROM WOLF CREEK, COCKE COUNTY, 0.3 MILE NORTHEAST OF HOUSTON
 FB1114'VALLEY SCHOOL, 150 FEET WEST OF A LARGE TOBACCO BARN, 115 FEET
 FB1114'SOUTHWEST OF AN OLD ROAD, 90 FEET SOUTHEAST OF THE D.W. PRESSLEY
 FB1114'RESIDENCE, 84.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FB1114'BARN, 50.8 FEET NORTHEAST OF AN 18-INCH WHITE OAK TREE, AT A
 FB1114'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL,
 FB1114'AND 3 FEET NORTH OF THE ROAD.  A STANDARD DISK.  NOTE-- STATION IS
 FB1114'CAP IN CONCRETE HEADWALL OF HIGHWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1281 ***********************************************************************
 FB1281  DESIGNATION -  G 122
 FB1281  PID         -  FB1281
 FB1281  STATE/COUNTY-  TN/COCKE
 FB1281  USGS QUAD   -  JONES COVE (1978)
 FB1281
 FB1281                         *CURRENT SURVEY CONTROL
 FB1281  ___________________________________________________________________
 FB1281* NAD 83(1986)-  35 50 43.     (N)    083 16 37.     (W)     SCALED    
 FB1281* NAVD 88     -       390.53   (+/-2cm)    1281.3    (feet)  VERTCON   
 FB1281  ___________________________________________________________________
 FB1281  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1281
 FB1281  VERT ORDER  -  ? (See Below)
 FB1281
 FB1281.The horizontal coordinates were scaled from a topographic map and have
 FB1281.an estimated accuracy of +/- 6 seconds.
 FB1281
 FB1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1281.The vertical order pertains to the NGVD 29 superseded value.
 FB1281
 FB1281.The geoid height was determined by GEOID03.
 FB1281
 FB1281;                    North         East    Units  Estimated Accuracy
 FB1281;SPC TN       -   171,170.      845,960.      MT  (+/- 180 meters Scaled)
 FB1281
 FB1281                          SUPERSEDED SURVEY CONTROL
 FB1281
 FB1281  NGVD 29 (??/??/92)  390.683  (m)         1281.77   (f) ADJ UNCH    ?  
 FB1281
 FB1281.Superseded values are not recommended for survey control.
 FB1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1281.See file dsdata.txt to determine how the superseded data were derived.
 FB1281
 FB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV943691(NAD 83)
 FB1281_MARKER: DB = BENCH MARK DISK
 FB1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1281_STAMPING: G 122 1935
 FB1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1281+STABILITY: SURFACE MOTION
 FB1281
 FB1281  HISTORY     - Date     Condition        Report By
 FB1281  HISTORY     - 1935     MONUMENTED       CGS
 FB1281  HISTORY     - 1949     GOOD             NGS
 FB1281
 FB1281                          STATION DESCRIPTION
 FB1281
 FB1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1281'3.2 MI SW FROM JENKINS CHURCH.
 FB1281'3.2 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1281'COCKE COUNTY, AT THE JUNCTION OF THE MIDDLE CREEK ROAD LEADING
 FB1281'EAST, ON THE PROPERTY OF BRYANT BROTHERS, 80.5 FEET NORTH OF THE
 FB1281'S.E. GROOM STORE, 62 FEET NORTH OF THE CENTERLINE OF THE MIDDLE
 FB1281'CREEK ROAD, 58 FEET SOUTHEAST OF THE CENTER OF A BRIDGE OVER MIDDLE
 FB1281'CREEK, 31 FEET NORTHWEST OF A GARAGE, 20 FEET WEST OF THE CREEK,
 FB1281'29 FEET EAST OF THE CENTERLINE OF THE JONES COVE ROAD, AND 1.5
 FB1281'FEET SOUTHWEST OF A SIGN.  A STANDARD DISK, STAMPED G 122 1935
 FB1281'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1332 ***********************************************************************
 FB1332  DESIGNATION -  G 125
 FB1332  PID         -  FB1332
 FB1332  STATE/COUNTY-  TN/COCKE
 FB1332  USGS QUAD   -  HARTFORD (1968)
 FB1332
 FB1332                         *CURRENT SURVEY CONTROL
 FB1332  ___________________________________________________________________
 FB1332* NAD 83(1986)-  35 48 45.     (N)    083 10 13.     (W)     SCALED    
 FB1332* NAVD 88     -       386.484  (meters)    1267.99   (feet)  ADJUSTED  
 FB1332  ___________________________________________________________________
 FB1332  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB1332  DYNAMIC HT  -         386.107 (meters)    1266.75  (feet)  COMP
 FB1332  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 FB1332
 FB1332  VERT ORDER  -  SECOND    CLASS 0
 FB1332
 FB1332.The horizontal coordinates were scaled from a topographic map and have
 FB1332.an estimated accuracy of +/- 6 seconds.
 FB1332
 FB1332.The orthometric height was determined by differential leveling
 FB1332.and adjusted by the National Geodetic Survey in June 1991..
 FB1332
 FB1332.The geoid height was determined by GEOID03.
 FB1332
 FB1332.The dynamic height is computed by dividing the NAVD 88
 FB1332.geopotential number by the normal gravity value computed on the
 FB1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1332.degrees latitude (g = 980.6199 gals.).
 FB1332
 FB1332.The modeled gravity was interpolated from observed gravity values.
 FB1332
 FB1332;                    North         East    Units  Estimated Accuracy
 FB1332;SPC TN       -   167,810.      855,690.      MT  (+/- 180 meters Scaled)
 FB1332
 FB1332                          SUPERSEDED SURVEY CONTROL
 FB1332
 FB1332  NGVD 29 (??/??/92)  386.627  (m)         1268.46   (f) ADJ UNCH    2 0
 FB1332
 FB1332.Superseded values are not recommended for survey control.
 FB1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1332.See file dsdata.txt to determine how the superseded data were derived.
 FB1332
 FB1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV039653(NAD 83)
 FB1332_MARKER: DB = BENCH MARK DISK
 FB1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1332_STAMPING: G 125 1935
 FB1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1332+STABILITY: SURFACE MOTION
 FB1332
 FB1332  HISTORY     - Date     Condition        Report By
 FB1332  HISTORY     - 1935     MONUMENTED       CGS
 FB1332  HISTORY     - 1961     GOOD             NGS
 FB1332
 FB1332                          STATION DESCRIPTION
 FB1332
 FB1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1332'1.8 MI NW FROM HARTFORD.
 FB1332'1.9 MILES WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE
 FB1332'COUNTY, 800 FEET NORTHEAST OF A BRIDGE OVER PIGEON RIVER, 700
 FB1332'FEET EAST OF THE CROSSING OF THE TENNESSEE AND NORTH CAROLINA
 FB1332'RAILWAY, 200 FEET NORTH OF PIGEON RIVER, ON THE PROPERTY OF THE
 FB1332'EQUITABLE LIFE INSURANCE CO., 65 FEET NORTH OF THE T. AND N.C.
 FB1332'RY. TRACK, 55 FEET SOUTHWEST OF A SPRING, 7 FEET WEST OF A PATH
 FB1332'LEADING TO THE SPRING, 18 FEET NORTH OF THE ROAD, 11.4 FEET
 FB1332'WEST OF A 10-INCH PINE TREE, AND 8.1 FEET NORTH OF A BLAZED
 FB1332'12-INCH PINE TREE.  A STANDARD DISK, STAMPED G 125 1935 AND SET
 FB1332'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1350 ***********************************************************************
 FB1350  DESIGNATION -  G 126
 FB1350  PID         -  FB1350
 FB1350  STATE/COUNTY-  TN/COCKE
 FB1350  USGS QUAD   -  WATERVILLE (1968)
 FB1350
 FB1350                         *CURRENT SURVEY CONTROL
 FB1350  ___________________________________________________________________
 FB1350* NAD 83(1986)-  35 49 49.     (N)    083 03 27.     (W)     SCALED    
 FB1350* NAVD 88     -       640.57   (+/-2cm)    2101.6    (feet)  VERTCON   
 FB1350  ___________________________________________________________________
 FB1350  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB1350
 FB1350  VERT ORDER  -  ? (See Below)
 FB1350
 FB1350.The horizontal coordinates were scaled from a topographic map and have
 FB1350.an estimated accuracy of +/- 6 seconds.
 FB1350
 FB1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1350.The vertical order pertains to the NGVD 29 superseded value.
 FB1350
 FB1350.The geoid height was determined by GEOID03.
 FB1350
 FB1350;                    North         East    Units  Estimated Accuracy
 FB1350;SPC TN       -   170,080.      865,820.      MT  (+/- 180 meters Scaled)
 FB1350
 FB1350                          SUPERSEDED SURVEY CONTROL
 FB1350
 FB1350  NGVD 29 (??/??/92)  640.684  (m)         2101.98   (f) ADJ UNCH    ?  
 FB1350
 FB1350.Superseded values are not recommended for survey control.
 FB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1350.See file dsdata.txt to determine how the superseded data were derived.
 FB1350
 FB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV141670(NAD 83)
 FB1350_MARKER: DD = SURVEY DISK
 FB1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1350_STAMPING: G 126 1935
 FB1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1350+STABILITY: SURFACE MOTION
 FB1350
 FB1350  HISTORY     - Date     Condition        Report By
 FB1350  HISTORY     - 1935     MONUMENTED       TVA
 FB1350  HISTORY     - 1949     GOOD             NGS
 FB1350
 FB1350                          STATION DESCRIPTION
 FB1350
 FB1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1350'4.8 MI SE FROM RAVEN BRANCH.
 FB1350'4.8 MILES SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, ON THE GULF
 FB1350'FORK ROAD, AT THE Y-JUNCTION OF A ROAD LEADING NORTHEAST ALONG
 FB1350'BAKER BRANCH, AT NEW PROSPECT SCHOOL, 140 FEET EAST OF THE
 FB1350'SCHOOLHOUSE, 52 FEET SOUTHWEST OF NEW PROSPECT CHURCH, 35 FEET
 FB1350'SOUTH OF THE ROAD, 32 FEET NORTH OF THE CREEK, 36 FEET SOUTHEAST
 FB1350'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 25 FEET EAST OF A
 FB1350'DRAIN, AND 18.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 FB1350'OUTHOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1350'G 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2056 ***********************************************************************
 FB2056  DESIGNATION -  G 127
 FB2056  PID         -  FB2056
 FB2056  STATE/COUNTY-  TN/SEVIER
 FB2056  USGS QUAD   -  PIGEON FORGE (1970)
 FB2056
 FB2056                         *CURRENT SURVEY CONTROL
 FB2056  ___________________________________________________________________
 FB2056* NAD 83(1986)-  35 45 04.     (N)    083 36 48.     (W)     SCALED    
 FB2056* NAVD 88     -       485.92   (+/-2cm)    1594.2    (feet)  VERTCON   
 FB2056  ___________________________________________________________________
 FB2056  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2056
 FB2056  VERT ORDER  -  ? (See Below)
 FB2056
 FB2056.The horizontal coordinates were scaled from a topographic map and have
 FB2056.an estimated accuracy of +/- 6 seconds.
 FB2056
 FB2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2056.The vertical order pertains to the NGVD 29 superseded value.
 FB2056
 FB2056.The geoid height was determined by GEOID03.
 FB2056
 FB2056;                    North         East    Units  Estimated Accuracy
 FB2056;SPC TN       -   159,930.      815,830.      MT  (+/- 180 meters Scaled)
 FB2056
 FB2056                          SUPERSEDED SURVEY CONTROL
 FB2056
 FB2056  NGVD 29 (??/??/92)  486.030  (m)         1594.58   (f) ADJ UNCH    ?  
 FB2056
 FB2056.Superseded values are not recommended for survey control.
 FB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2056.See file dsdata.txt to determine how the superseded data were derived.
 FB2056
 FB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV637594(NAD 83)
 FB2056_MARKER: DB = BENCH MARK DISK
 FB2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2056_STAMPING: G 127 1935
 FB2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2056+STABILITY: SURFACE MOTION
 FB2056
 FB2056  HISTORY     - Date     Condition        Report By
 FB2056  HISTORY     - 1935     MONUMENTED       CGS
 FB2056  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB2056  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB2056
 FB2056                          STATION DESCRIPTION
 FB2056
 FB2056'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB2056'13.6 MI S FROM SEVIERVILLE.
 FB2056'13.6 MILES SOUTH OF SEVIERVILLE, AT LITTLE COVE GAP, ON THE WEAR
 FB2056'VALLEY ROAD, 4 FEET SOUTH OF BARBED WIRE FENCE, 14.8 FEET SOUTHEAST
 FB2056'OF A 16-INCH PINE TREE, 16 FEET NORTHWEST OF THE MAIN ROAD, AND
 FB2056'12 FEET NORTHEAST OF AN OLD ROAD.  A STANDARD DISK, STAMPED
 FB2056'G 127 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONTROL
 FB2056'MARKER SIGN SET 1.0 FOOT NORTH OF MONUMENT.
 FB2056
 FB2056                          STATION RECOVERY (1972)
 FB2056
 FB2056'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1167 ***********************************************************************
 FB1167  DESIGNATION -  G 128
 FB1167  PID         -  FB1167
 FB1167  STATE/COUNTY-  TN/COCKE
 FB1167  USGS QUAD   -  NEWPORT (1992)
 FB1167
 FB1167                         *CURRENT SURVEY CONTROL
 FB1167  ___________________________________________________________________
 FB1167* NAD 83(1986)-  35 58 11.     (N)    083 11 49.     (W)     SCALED    
 FB1167* NAVD 88     -       317.951  (meters)    1043.14   (feet)  ADJUSTED  
 FB1167  ___________________________________________________________________
 FB1167  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1167  DYNAMIC HT  -         317.650 (meters)    1042.16  (feet)  COMP
 FB1167  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FB1167
 FB1167  VERT ORDER  -  FIRST     CLASS II
 FB1167
 FB1167.The horizontal coordinates were scaled from a topographic map and have
 FB1167.an estimated accuracy of +/- 6 seconds.
 FB1167
 FB1167.The orthometric height was determined by differential leveling
 FB1167.and adjusted by the National Geodetic Survey in June 1991..
 FB1167
 FB1167.The geoid height was determined by GEOID03.
 FB1167
 FB1167.The dynamic height is computed by dividing the NAVD 88
 FB1167.geopotential number by the normal gravity value computed on the
 FB1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1167.degrees latitude (g = 980.6199 gals.).
 FB1167
 FB1167.The modeled gravity was interpolated from observed gravity values.
 FB1167
 FB1167;                    North         East    Units  Estimated Accuracy
 FB1167;SPC TN       -   185,180.      852,780.      MT  (+/- 180 meters Scaled)
 FB1167
 FB1167                          SUPERSEDED SURVEY CONTROL
 FB1167
 FB1167  NGVD 29 (??/??/92)  318.095  (m)         1043.62   (f) ADJ UNCH    1 2
 FB1167
 FB1167.Superseded values are not recommended for survey control.
 FB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1167.See file dsdata.txt to determine how the superseded data were derived.
 FB1167
 FB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV019828(NAD 83)
 FB1167_MARKER: DB = BENCH MARK DISK
 FB1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1167_STAMPING: G 128 1935
 FB1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1167+STABILITY: SURFACE MOTION
 FB1167
 FB1167  HISTORY     - Date     Condition        Report By
 FB1167  HISTORY     - 1935     MONUMENTED       CGS
 FB1167  HISTORY     - 1936     GOOD             NGS
 FB1167  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1167
 FB1167                          STATION DESCRIPTION
 FB1167
 FB1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1167'0.8 MI W FROM NEWPORT.
 FB1167'0.8 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1167'NEWPORT, COCKE COUNTY, 4-1/2 RAILS WEST OF A SWITCH, 2-1/2 RAILS
 FB1167'SOUTHEAST OF MILEPOST 207, 11 YARDS NORTH OF THE NORTH RAIL OF A
 FB1167'SWITCH AT THE CENTER OF MAIN STREET CROSSING, 10 YARDS SOUTH OF
 FB1167'THE SOUTH RAIL OF THE MAIN-LINE TRACK, 3 FEET EAST OF POLE 28, AND
 FB1167'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 FB1167'G 128 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FB1167'INCHES ABOVE GROUND.
 FB1167
 FB1167                          STATION RECOVERY (1967)
 FB1167
 FB1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1809 ***********************************************************************
 GA1809  DESIGNATION -  G 129
 GA1809  PID         -  GA1809
 GA1809  STATE/COUNTY-  TN/HAMBLEN
 GA1809  USGS QUAD   -  TALBOTT (1980)
 GA1809
 GA1809                         *CURRENT SURVEY CONTROL
 GA1809  ___________________________________________________________________
 GA1809* NAD 83(1986)-  36 10 31.     (N)    083 22 47.     (W)     SCALED    
 GA1809* NAVD 88     -       398.051  (meters)    1305.94   (feet)  POSTED    
 GA1809  ___________________________________________________________________
 GA1809  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1809  DYNAMIC HT  -         397.690 (meters)    1304.75  (feet)  COMP
 GA1809  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 GA1809
 GA1809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA1809
 GA1809.The horizontal coordinates were scaled from a topographic map and have
 GA1809.an estimated accuracy of +/- 6 seconds.
 GA1809
 GA1809.The orthometric height was determined by differential leveling
 GA1809.and adjusted by the National Geodetic Survey in 1992..
 GA1809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA1809.rate of 0.0 thru 1.0 mm/km.
 GA1809
 GA1809.The geoid height was determined by GEOID03.
 GA1809
 GA1809.The dynamic height is computed by dividing the NAVD 88
 GA1809.geopotential number by the normal gravity value computed on the
 GA1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1809.degrees latitude (g = 980.6199 gals.).
 GA1809
 GA1809.The modeled gravity was interpolated from observed gravity values.
 GA1809
 GA1809;                    North         East    Units  Estimated Accuracy
 GA1809;SPC TN       -   207,520.      835,690.      MT  (+/- 180 meters Scaled)
 GA1809
 GA1809                          SUPERSEDED SURVEY CONTROL
 GA1809
 GA1809  NGVD 29 (??/??/92)  398.176  (m)         1306.35   (f) ADJ UNCH    1 2
 GA1809
 GA1809.Superseded values are not recommended for survey control.
 GA1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1809.See file dsdata.txt to determine how the superseded data were derived.
 GA1809
 GA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA859060(NAD 83)
 GA1809_MARKER: DD = SURVEY DISK
 GA1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1809_STAMPING: G 129 1936
 GA1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1809+STABILITY: SURFACE MOTION
 GA1809
 GA1809  HISTORY     - Date     Condition        Report By
 GA1809  HISTORY     - 1936     MONUMENTED       TVA
 GA1809  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA1809  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1809  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1809
 GA1809                          STATION DESCRIPTION
 GA1809
 GA1809'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA1809'AT ALPHA.
 GA1809'AT ALPHA, 220 FEET NORTHEAST OF THE SOUTHERN RAILWAY STATION, 30
 GA1809'FEET NORTHEAST OF A ROAD CROSSING, 50 FEET NORTHWEST OF THE
 GA1809'NORTHWEST MAIN TRACK, AND ABOUT 2 FEET WEST OF A FENCE LINE.  A
 GA1809'STANDARD DISK, STAMPED G 129 1936 AND SET IN THE TOP OF A CONCRETE
 GA1809'POST.
 GA1809
 GA1809                          STATION RECOVERY (1967)
 GA1809
 GA1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1809'MARK NOT FOUND.
 GA1809
 GA1809                          STATION RECOVERY (1978)
 GA1809
 GA1809'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0770 ***********************************************************************
 GD0770  DESIGNATION -  G 13
 GD0770  PID         -  GD0770
 GD0770  STATE/COUNTY-  TN/OBION
 GD0770  USGS QUAD   -  HORNBEAK (1983)
 GD0770
 GD0770                         *CURRENT SURVEY CONTROL
 GD0770  ___________________________________________________________________
 GD0770* NAD 83(1986)-  36 20 43.     (N)    089 20 07.     (W)     SCALED    
 GD0770* NAVD 88     -       139.419  (meters)     457.41   (feet)  ADJUSTED  
 GD0770  ___________________________________________________________________
 GD0770  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0770  DYNAMIC HT  -         139.304 (meters)     457.03  (feet)  COMP
 GD0770  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GD0770
 GD0770  VERT ORDER  -  SECOND    CLASS 0
 GD0770
 GD0770.The horizontal coordinates were scaled from a topographic map and have
 GD0770.an estimated accuracy of +/- 6 seconds.
 GD0770
 GD0770.The orthometric height was determined by differential leveling
 GD0770.and adjusted by the National Geodetic Survey in June 1991..
 GD0770
 GD0770.The geoid height was determined by GEOID03.
 GD0770
 GD0770.The dynamic height is computed by dividing the NAVD 88
 GD0770.geopotential number by the normal gravity value computed on the
 GD0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0770.degrees latitude (g = 980.6199 gals.).
 GD0770
 GD0770.The modeled gravity was interpolated from observed gravity values.
 GD0770
 GD0770;                    North         East    Units  Estimated Accuracy
 GD0770;SPC TN       -   228,330.      300,660.      MT  (+/- 180 meters Scaled)
 GD0770
 GD0770                          SUPERSEDED SURVEY CONTROL
 GD0770
 GD0770  NGVD 29 (??/??/??)  139.361  (m)          457.22   (f) ADJUSTED    2 0
 GD0770
 GD0770.Superseded values are not recommended for survey control.
 GD0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0770.See file dsdata.txt to determine how the superseded data were derived.
 GD0770
 GD0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF904247(NAD 83)
 GD0770_MARKER: DB = BENCH MARK DISK
 GD0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0770_STAMPING: G 13 1935
 GD0770_MARK LOGO: CGS   
 GD0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0770+STABILITY: SURFACE MOTION
 GD0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0770+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GD0770
 GD0770  HISTORY     - Date     Condition        Report By
 GD0770  HISTORY     - 1935     MONUMENTED       CGS
 GD0770  HISTORY     - 1974     GOOD             NGS
 GD0770  HISTORY     - 20000101 GOOD             USE
 GD0770  HISTORY     - 20020731 GOOD             USACE
 GD0770
 GD0770                          STATION DESCRIPTION
 GD0770
 GD0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0770'2.8 MI W FROM HORNBEAK.
 GD0770'2.8 MILES WEST ALONG STATE HIGHWAY 21 FROM HORNBEAK, OBION
 GD0770'COUNTY, EAST OF REELFOOT LAKE, AT THE TOP OF A HILL, AT THE
 GD0770'SOUTHWEST CORNER OF THE FIRST HOUSE ON THE NORTH SIDE OF THE
 GD0770'HIGHWAY, 93 FEET WEST OF THE HOUSE, AND 39 FEET NORTH OF THE
 GD0770'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 13 1935
 GD0770'AND SET IN THE TOP OF A CONCRETE POST.
 GD0770
 GD0770                          STATION RECOVERY (1974)
 GD0770
 GD0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0770'RECOVERED IN GOOD CONDITION.
 GD0770
 GD0770                          STATION RECOVERY (2000)
 GD0770
 GD0770'RECOVERY NOTE BY US ENGINEERS 2000
 GD0770'THE STATION IS LOCATED 2.8 MI (4.5 KM) WEST OF HORNBENK TENNESSEE
 GD0770'ALONG HIGHWAY 21.  TO REACH THE STATION FROM THE POINT WHERE STATE
 GD0770'HIGHWAY 21 MAKES A 90 DEGREE TURN TO THE WEST IN HORNBERK, TENNESSEE,
 GD0770'PROCEED 2.8 MI (4.5 KM) WEST ALONG STATE HIGHWAY 21 AND THE MARK ON
 GD0770'THE RIGHT.  THE STATION IS 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF
 GD0770'HIGHWAY 21, 35.0 FT (10.7 M) EAST OF THE SOUTHEAST CORNER OF A
 GD0770'CONCRETE BLOCK BUILDING, 6 FT (1.8 M) ENE OF A 36 INCH LOCUST TREE, 11
 GD0770'FT (3.4 M) WNW OF A 24 INCH LOCUST TREE AND 11.6 FT (3.5 M) NNW OF A
 GD0770'POWERPOLE AND WITNESS POST.  A STANDARD DISK STAMPED G 13 1935 AND SET
 GD0770'IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  MAY HOLD WELL, BUT
 GD0770'SUBJECT TO GROUND MOVEMENT.  TRANS- CAR.  DESCRIBED BY JAMES M HAMNA,
 GD0770'USACOE MEMPHIS.
 GD0770
 GD0770                          STATION RECOVERY (2002)
 GD0770
 GD0770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2231 ***********************************************************************
 GA2231  DESIGNATION -  G 130
 GA2231  PID         -  GA2231
 GA2231  STATE/COUNTY-  TN/KNOX
 GA2231  USGS QUAD   -  JOHN SEVIER (1992)
 GA2231
 GA2231                         *CURRENT SURVEY CONTROL
 GA2231  ___________________________________________________________________
 GA2231* NAD 83(1986)-  36 02 31.     (N)    083 48 02.     (W)     SCALED    
 GA2231* NAVD 88     -       264.931  (meters)     869.19   (feet)  ADJUSTED  
 GA2231  ___________________________________________________________________
 GA2231  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2231  DYNAMIC HT  -         264.689 (meters)     868.40  (feet)  COMP
 GA2231  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA2231
 GA2231  VERT ORDER  -  FIRST     CLASS I
 GA2231
 GA2231.The horizontal coordinates were scaled from a topographic map and have
 GA2231.an estimated accuracy of +/- 6 seconds.
 GA2231
 GA2231.The orthometric height was determined by differential leveling
 GA2231.and adjusted by the National Geodetic Survey in June 1991..
 GA2231
 GA2231.The geoid height was determined by GEOID03.
 GA2231
 GA2231.The dynamic height is computed by dividing the NAVD 88
 GA2231.geopotential number by the normal gravity value computed on the
 GA2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2231.degrees latitude (g = 980.6199 gals.).
 GA2231
 GA2231.The modeled gravity was interpolated from observed gravity values.
 GA2231
 GA2231;                    North         East    Units  Estimated Accuracy
 GA2231;SPC TN       -   191,800.      798,180.      MT  (+/- 180 meters Scaled)
 GA2231
 GA2231                          SUPERSEDED SURVEY CONTROL
 GA2231
 GA2231  NGVD 29 (??/??/92)  265.063  (m)          869.63   (f) ADJ UNCH    1 1
 GA2231
 GA2231.Superseded values are not recommended for survey control.
 GA2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2231.See file dsdata.txt to determine how the superseded data were derived.
 GA2231
 GA2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV476922(NAD 83)
 GA2231_MARKER: DB = BENCH MARK DISK
 GA2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2231_STAMPING: G 130 1936
 GA2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2231+STABILITY: SURFACE MOTION
 GA2231
 GA2231  HISTORY     - Date     Condition        Report By
 GA2231  HISTORY     - 1936     MONUMENTED       CGS
 GA2231  HISTORY     - 1967     GOOD             NGS
 GA2231
 GA2231                          STATION DESCRIPTION
 GA2231
 GA2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2231'9 MI NE FROM KNOXVILLE.
 GA2231'ABOUT 9.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2231'STATION AT KNOXVILLE, ABOUT 0.2 MILE EAST OF MILEPOST 122, 56 FEET
 GA2231'NORTH OF THE CENTER OF THE CROSSING OF A NARROW DIRT ROAD AND THE
 GA2231'NORTHEAST ONE OF FOUR TRACKS, AT THE EAST END OF THE JOHN SEVIER RR
 GA2231'YARDS, 25 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 GA2231'ONE OF FOUR TRACKS, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GA2231'3 FEET EAST OF A 4 INCH CEDAR TREE IN A FENCE LINE, 2 1/2 FEET
 GA2231'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 2.3 FEET NORTHEAST OF A
 GA2231'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 GA2231'SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE
 GA2231'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0451 ***********************************************************************
 FC0451  DESIGNATION -  G 131
 FC0451  PID         -  FC0451
 FC0451  STATE/COUNTY-  TN/BRADLEY
 FC0451  USGS QUAD   -  MC DONALD (1976)
 FC0451
 FC0451                         *CURRENT SURVEY CONTROL
 FC0451  ___________________________________________________________________
 FC0451* NAD 83(1986)-  35 06 08.     (N)    084 54 05.     (W)     SCALED    
 FC0451* NAVD 88     -       279.638  (meters)     917.45   (feet)  ADJUSTED  
 FC0451  ___________________________________________________________________
 FC0451  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0451  DYNAMIC HT  -         279.360 (meters)     916.53  (feet)  COMP
 FC0451  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FC0451
 FC0451  VERT ORDER  -  FIRST     CLASS I
 FC0451
 FC0451.The horizontal coordinates were scaled from a topographic map and have
 FC0451.an estimated accuracy of +/- 6 seconds.
 FC0451
 FC0451.The orthometric height was determined by differential leveling
 FC0451.and adjusted by the National Geodetic Survey in June 1991..
 FC0451
 FC0451.The geoid height was determined by GEOID03.
 FC0451
 FC0451.The dynamic height is computed by dividing the NAVD 88
 FC0451.geopotential number by the normal gravity value computed on the
 FC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0451.degrees latitude (g = 980.6199 gals.).
 FC0451
 FC0451.The modeled gravity was interpolated from observed gravity values.
 FC0451
 FC0451;                    North         East    Units  Estimated Accuracy
 FC0451;SPC TN       -    85,870.      700,170.      MT  (+/- 180 meters Scaled)
 FC0451
 FC0451                          SUPERSEDED SURVEY CONTROL
 FC0451
 FC0451  NGVD 29 (??/??/92)  279.637  (m)          917.44   (f) ADJ UNCH    1 1
 FC0451
 FC0451.Superseded values are not recommended for survey control.
 FC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0451.See file dsdata.txt to determine how the superseded data were derived.
 FC0451
 FC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD912863(NAD 83)
 FC0451_MARKER: DB = BENCH MARK DISK
 FC0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0451_STAMPING: G 131 1936
 FC0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0451+STABILITY: SURFACE MOTION
 FC0451
 FC0451  HISTORY     - Date     Condition        Report By
 FC0451  HISTORY     - 1936     MONUMENTED       CGS
 FC0451  HISTORY     - 1968     GOOD             NGS
 FC0451
 FC0451                          STATION DESCRIPTION
 FC0451
 FC0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0451'3.9 MI SW FROM CLEVELAND.
 FC0451'ABOUT 3.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0451'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 4,
 FC0451'31 FEET WEST OF THE CENTER OF A PRIVATE GRAVELED ROAD CROSSING,
 FC0451'23.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 20 FEET SOUTHWEST OF
 FC0451'THE CENTER LINE OF THE ROAD, 16.5 FEET WEST OF THE SOUTHWEST END
 FC0451'OF A PIPE CULVERT UNDER THE ROAD, 6 FEET NORTHEAST OF A POWER
 FC0451'POLE, 0.6 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 FC0451'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 FC0451'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0522 ***********************************************************************
 FC0522  DESIGNATION -  G 131 X
 FC0522  PID         -  FC0522
 FC0522  STATE/COUNTY-  TN/MCMINN
 FC0522  USGS QUAD   -  ATHENS (1990)
 FC0522
 FC0522                         *CURRENT SURVEY CONTROL
 FC0522  ___________________________________________________________________
 FC0522* NAD 83(1986)-  35 28 22.     (N)    084 35 49.     (W)     SCALED    
 FC0522* NAVD 88     -       281.525  (meters)     923.64   (feet)  POSTED    
 FC0522  ___________________________________________________________________
 FC0522  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0522  DYNAMIC HT  -         281.250 (meters)     922.73  (feet)  COMP
 FC0522  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FC0522
 FC0522  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FC0522
 FC0522.The horizontal coordinates were scaled from a topographic map and have
 FC0522.an estimated accuracy of +/- 6 seconds.
 FC0522
 FC0522.The orthometric height was determined by differential leveling
 FC0522.and adjusted by the National Geodetic Survey in 1992..
 FC0522.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FC0522.rate of 2.1 thru 3.0 mm/km.
 FC0522
 FC0522.The geoid height was determined by GEOID03.
 FC0522
 FC0522.The dynamic height is computed by dividing the NAVD 88
 FC0522.geopotential number by the normal gravity value computed on the
 FC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0522.degrees latitude (g = 980.6199 gals.).
 FC0522
 FC0522.The modeled gravity was interpolated from observed gravity values.
 FC0522
 FC0522;                    North         East    Units  Estimated Accuracy
 FC0522;SPC TN       -   127,330.      727,330.      MT  (+/- 180 meters Scaled)
 FC0522
 FC0522                          SUPERSEDED SURVEY CONTROL
 FC0522
 FC0522  NGVD 29 (??/??/92)  281.587  (m)          923.84   (f) ADJ UNCH    1 2
 FC0522
 FC0522.Superseded values are not recommended for survey control.
 FC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0522.See file dsdata.txt to determine how the superseded data were derived.
 FC0522
 FC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE180281(NAD 83)
 FC0522_MARKER: DB = BENCH MARK DISK
 FC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0522_SP_SET: SIGNAL
 FC0522_STAMPING: C 131 X 1936
 FC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0522
 FC0522  HISTORY     - Date     Condition        Report By
 FC0522  HISTORY     - 1936     MONUMENTED       CGS
 FC0522  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0522
 FC0522                          STATION DESCRIPTION
 FC0522
 FC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0522'2 MI NE FROM ATHENS.
 FC0522'ORIGINAL DESCRIPTION-- 2.0 MILES NORTHEAST ALONG THE SOUTHERN
 FC0522'RAILWAY FROM THE STATION AT ATHENS, MC MINN COUNTY, 22 FEET NORTH
 FC0522'OF THE CENTER OF A ROAD CROSSING AT SIGNAL 1839 A, IN THE NORTHEAST
 FC0522'CORNER OF THE BASE, AND 10 FEET WEST OF THE CENTERLINE OF THE
 FC0522'TRACK.  A STANDARD DISK, STAMPED C 131 X 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2259 ***********************************************************************
 GA2259  DESIGNATION -  G 132
 GA2259  PID         -  GA2259
 GA2259  STATE/COUNTY-  TN/UNION
 GA2259  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2259
 GA2259                         *CURRENT SURVEY CONTROL
 GA2259  ___________________________________________________________________
 GA2259* NAD 83(1986)-  36 19 00.     (N)    083 43 49.     (W)     SCALED    
 GA2259* NAVD 88     -       324.983  (meters)    1066.22   (feet)  ADJUSTED  
 GA2259  ___________________________________________________________________
 GA2259  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2259  DYNAMIC HT  -         324.688 (meters)    1065.25  (feet)  COMP
 GA2259  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GA2259
 GA2259  VERT ORDER  -  SECOND    CLASS 0
 GA2259
 GA2259.The horizontal coordinates were scaled from a topographic map and have
 GA2259.an estimated accuracy of +/- 6 seconds.
 GA2259
 GA2259.The orthometric height was determined by differential leveling
 GA2259.and adjusted by the National Geodetic Survey in June 1991..
 GA2259
 GA2259.The geoid height was determined by GEOID03.
 GA2259
 GA2259.The dynamic height is computed by dividing the NAVD 88
 GA2259.geopotential number by the normal gravity value computed on the
 GA2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2259.degrees latitude (g = 980.6199 gals.).
 GA2259
 GA2259.The modeled gravity was interpolated from observed gravity values.
 GA2259
 GA2259;                    North         East    Units  Estimated Accuracy
 GA2259;SPC TN       -   222,420.      803,800.      MT  (+/- 180 meters Scaled)
 GA2259
 GA2259                          SUPERSEDED SURVEY CONTROL
 GA2259
 GA2259  NGVD 29 (??/??/92)  325.062  (m)         1066.47   (f) ADJ UNCH    2 0
 GA2259
 GA2259.Superseded values are not recommended for survey control.
 GA2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2259.See file dsdata.txt to determine how the superseded data were derived.
 GA2259
 GA2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA548225(NAD 83)
 GA2259_MARKER: DB = BENCH MARK DISK
 GA2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2259_STAMPING: G 132
 GA2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2259+STABILITY: SURFACE MOTION
 GA2259
 GA2259  HISTORY     - Date     Condition        Report By
 GA2259  HISTORY     - UNK      MONUMENTED       CGS
 GA2259  HISTORY     - 1950     GOOD             NGS
 GA2259  HISTORY     - 1966     GOOD             NGS
 GA2259
 GA2259                          STATION DESCRIPTION
 GA2259
 GA2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2259'1.3 MI E FROM ROSE HILL.
 GA2259'1.3 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM THE CHURCH
 GA2259'AT ROSE HILL, UNION COUNTY, 1.5 MILES EAST OF THE INTERSECTION
 GA2259'OF STATE HIGHWAY 33, 0.9 MILE WEST OF BROCK SCHOOL, 0.6 MILE
 GA2259'WEST OF THE DODSON CREEK BRIDGE, 400 FEET WEST OF A POND ON
 GA2259'BOTH SIDES OF THE ROAD, AT THE TOP OF A HILL, OPPOSITE AN OLD
 GA2259'LOG BARN, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 GA2259'NORTH OF FENCELINE, 16 FEET SOUTH OF FENCELINE, 10 FEET EAST
 GA2259'OF A 16-INCH TREE.  A STANDARD DISK, STAMPED G 132 AND SET
 GA2259'IN THE TOP OF A CONCRETE POST.  STEEL POST WITH CONTROL-MARKER
 GA2259'SIGN SET 1.1 FEET NORTH OF MONUMENT.
 GA2259
 GA2259                          STATION RECOVERY (1966)
 GA2259
 GA2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0137 ***********************************************************************
 FC0137  DESIGNATION -  G 133
 FC0137  PID         -  FC0137
 FC0137  STATE/COUNTY-  TN/LOUDON
 FC0137  USGS QUAD   -  LENOIR CITY (1986)
 FC0137
 FC0137                         *CURRENT SURVEY CONTROL
 FC0137  ___________________________________________________________________
 FC0137* NAD 83(1986)-  35 50 12.     (N)    084 19 17.     (W)     SCALED    
 FC0137* NAVD 88     -       263.554  (meters)     864.68   (feet)  ADJUSTED  
 FC0137  ___________________________________________________________________
 FC0137  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0137  DYNAMIC HT  -         263.305 (meters)     863.86  (feet)  COMP
 FC0137  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FC0137
 FC0137  VERT ORDER  -  SECOND    CLASS 0
 FC0137
 FC0137.The horizontal coordinates were scaled from a topographic map and have
 FC0137.an estimated accuracy of +/- 6 seconds.
 FC0137
 FC0137.The orthometric height was determined by differential leveling
 FC0137.and adjusted by the National Geodetic Survey in June 1991..
 FC0137
 FC0137.The geoid height was determined by GEOID03.
 FC0137
 FC0137.The dynamic height is computed by dividing the NAVD 88
 FC0137.geopotential number by the normal gravity value computed on the
 FC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0137.degrees latitude (g = 980.6199 gals.).
 FC0137
 FC0137.The modeled gravity was interpolated from observed gravity values.
 FC0137
 FC0137;                    North         East    Units  Estimated Accuracy
 FC0137;SPC TN       -   168,090.      751,650.      MT  (+/- 180 meters Scaled)
 FC0137
 FC0137                          SUPERSEDED SURVEY CONTROL
 FC0137
 FC0137  NGVD 29 (??/??/92)  263.668  (m)          865.05   (f) ADJ UNCH    2 0
 FC0137
 FC0137.Superseded values are not recommended for survey control.
 FC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0137.See file dsdata.txt to determine how the superseded data were derived.
 FC0137
 FC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE419691(NAD 83)
 FC0137_MARKER: DB = BENCH MARK DISK
 FC0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0137_SP_SET: BRIDGE
 FC0137_STAMPING: G 133 1936
 FC0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0137
 FC0137  HISTORY     - Date     Condition        Report By
 FC0137  HISTORY     - 1936     MONUMENTED       CGS
 FC0137  HISTORY     - 1960     GOOD             NGS
 FC0137
 FC0137                          STATION DESCRIPTION
 FC0137
 FC0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0137'1.6 MI W FROM EATON CROSSROADS.
 FC0137'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 1.6 MILES
 FC0137'WEST ON U.S. HIGHWAY 70 TO A BRIDGE OVER A SMALL CREEK.  THE
 FC0137'BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE EAST
 FC0137'END OF THE NORTH CONCRETE HEADWALL OF THE BRIDGE, AND IS ABOUT
 FC0137'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0711 ***********************************************************************
 GD0711  DESIGNATION -  G 134
 GD0711  PID         -  GD0711
 GD0711  STATE/COUNTY-  TN/LAKE
 GD0711  USGS QUAD   -  TIPTONVILLE (1981)
 GD0711
 GD0711                         *CURRENT SURVEY CONTROL
 GD0711  ___________________________________________________________________
 GD0711* NAD 83(1986)-  36 27 23.     (N)    089 25 32.     (W)     SCALED    
 GD0711* NAVD 88     -        91.053  (meters)     298.73   (feet)  POSTED    
 GD0711  ___________________________________________________________________
 GD0711  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0711  DYNAMIC HT  -          90.980 (meters)     298.49  (feet)  COMP
 GD0711  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GD0711
 GD0711  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0711
 GD0711.The horizontal coordinates were scaled from a topographic map and have
 GD0711.an estimated accuracy of +/- 6 seconds.
 GD0711
 GD0711.The orthometric height was determined by differential leveling
 GD0711.and adjusted by the National Geodetic Survey in 1992..
 GD0711.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0711.rate of 1.1 thru 2.0 mm/km.
 GD0711
 GD0711.The geoid height was determined by GEOID03.
 GD0711
 GD0711.The dynamic height is computed by dividing the NAVD 88
 GD0711.geopotential number by the normal gravity value computed on the
 GD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0711.degrees latitude (g = 980.6199 gals.).
 GD0711
 GD0711.The modeled gravity was interpolated from observed gravity values.
 GD0711
 GD0711;                    North         East    Units  Estimated Accuracy
 GD0711;SPC TN       -   240,930.      292,990.      MT  (+/- 180 meters Scaled)
 GD0711
 GD0711                          SUPERSEDED SURVEY CONTROL
 GD0711
 GD0711  NGVD 29 (??/??/??)   90.953  (m)          298.40   (f) ADJUSTED    1 2
 GD0711
 GD0711.Superseded values are not recommended for survey control.
 GD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0711.See file dsdata.txt to determine how the superseded data were derived.
 GD0711
 GD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF826373(NAD 83)
 GD0711_MARKER: DB = BENCH MARK DISK
 GD0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0711_SP_SET: CULVERT
 GD0711_STAMPING: G 134 1957
 GD0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0711+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0711
 GD0711  HISTORY     - Date     Condition        Report By
 GD0711  HISTORY     - 1957     MONUMENTED       CGS
 GD0711  HISTORY     - 20020801 GOOD             USACE
 GD0711
 GD0711                          STATION DESCRIPTION
 GD0711
 GD0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0711'1.8 MI W FROM MARKHAM.
 GD0711'ABOUT 1.1 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GD0711'OF STATE HIGHWAY 78 AT MARKHAM, THENCE ABOUT 0.7 MILE SOUTHWEST
 GD0711'ALONG A BLACK TOP ROAD LEADING TO CATES, AT THE JUNCTION OF A ROAD
 GD0711'LEADING NORTH ACROSS LEVEE, IN THE TOP OF THE NORTHEAST END OF
 GD0711'CONCRETE HEAD WALL OF CATCH BASIN OF A CULVERT UNDER ROAD, 13 FEET
 GD0711'NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 23 FEET WEST OF
 GD0711'CENTER OF JUNCTION OF ROAD NORTH, AND ABOUT LEVEL WITH ROAD.
 GD0711'NOTE-- MARK IS ABOUT 3.2 MILES EAST AND NORTHEAST ALONG A BLACK TOP
 GD0711'ROAD FROM THE JUNCTION OF STATE HIGHWAY 22 LEADING SOUTH TO
 GD0711'TIPTONVILLE AT CATES.
 GD0711
 GD0711                          STATION RECOVERY (2002)
 GD0711
 GD0711'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0910 ***********************************************************************
 FE0910  DESIGNATION -  G 135
 FE0910  PID         -  FE0910
 FE0910  STATE/COUNTY-  TN/DYER
 FE0910  USGS QUAD   -  FOWLKES (1983)
 FE0910
 FE0910                         *CURRENT SURVEY CONTROL
 FE0910  ___________________________________________________________________
 FE0910* NAD 83(1986)-  35 58 09.     (N)    089 23 12.     (W)     SCALED    
 FE0910* NAVD 88     -       101.259  (meters)     332.21   (feet)  ADJUSTED  
 FE0910  ___________________________________________________________________
 FE0910  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0910  DYNAMIC HT  -         101.174 (meters)     331.94  (feet)  COMP
 FE0910  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 FE0910
 FE0910  VERT ORDER  -  FIRST     CLASS I
 FE0910
 FE0910.The horizontal coordinates were scaled from a topographic map and have
 FE0910.an estimated accuracy of +/- 6 seconds.
 FE0910
 FE0910.The orthometric height was determined by differential leveling
 FE0910.and adjusted by the National Geodetic Survey in June 1991..
 FE0910
 FE0910.The geoid height was determined by GEOID03.
 FE0910
 FE0910.The dynamic height is computed by dividing the NAVD 88
 FE0910.geopotential number by the normal gravity value computed on the
 FE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0910.degrees latitude (g = 980.6199 gals.).
 FE0910
 FE0910.The modeled gravity was interpolated from observed gravity values.
 FE0910
 FE0910;                    North         East    Units  Estimated Accuracy
 FE0910;SPC TN       -   186,780.      294,600.      MT  (+/- 180 meters Scaled)
 FE0910
 FE0910                          SUPERSEDED SURVEY CONTROL
 FE0910
 FE0910  NGVD 29 (??/??/??)  101.196  (m)          332.01   (f) ADJUSTED    1 1
 FE0910
 FE0910.Superseded values are not recommended for survey control.
 FE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0910.See file dsdata.txt to determine how the superseded data were derived.
 FE0910
 FE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE847831(NAD 83)
 FE0910_MARKER: DB = BENCH MARK DISK
 FE0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0910_STAMPING: G 135 1957
 FE0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0910+STABILITY: SURFACE MOTION
 FE0910
 FE0910  HISTORY     - Date     Condition        Report By
 FE0910  HISTORY     - 1957     MONUMENTED       CGS
 FE0910  HISTORY     - 1974     GOOD             NGS
 FE0910  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0910
 FE0910                          STATION DESCRIPTION
 FE0910
 FE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0910'AT FOWLKES.
 FE0910'AT FOWLKES, ABOUT 0.15 MILE EAST ALONG A BLACKTOP ROAD FROM THE
 FE0910'FOWLKES BAPTIST CHURCH, AT THE OVERPASS OF THE BLACKTOP ROAD OVER
 FE0910'THE ILLINOIS CENTRAL RAILROAD, 91 FEET NORTHWEST OF THE CENTER OF
 FE0910'TRACK AT THE CENTER OF OVERPASS, 69.2 FEET SOUTHEAST OF THE MOST
 FE0910'SOUTHERLY ONE OF A ROW OF COTTONWOOD TREES WHICH ARE GROWING ON
 FE0910'TOP OF A DEEP RAILROAD THRU CUT, 33 FEET WEST OF THE WEST RAIL
 FE0910'OF WEST TRACK, 27 FEET WEST-SOUTHWEST OF A SWITCH STAND AT THE
 FE0910'SOUTH END OF A SIDING, 2 FEET SOUTH OF A TELEPHONE POLE, 18 FEET
 FE0910'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FE0910'PROJECTING 0.2 FOOT.
 FE0910
 FE0910                          STATION RECOVERY (2002)
 FE0910
 FE0910'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0910'GRAVEL ROAD NOW AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0800 ***********************************************************************
 FE0800  DESIGNATION -  G 14
 FE0800  PID         -  FE0800
 FE0800  STATE/COUNTY-  TN/GIBSON
 FE0800  USGS QUAD   -  HUMBOLDT (1981)
 FE0800
 FE0800                         *CURRENT SURVEY CONTROL
 FE0800  ___________________________________________________________________
 FE0800* NAD 83(1986)-  35 49 17.     (N)    088 54 57.     (W)     SCALED    
 FE0800* NAVD 88     -       108.790  (meters)     356.92   (feet)  ADJUSTED  
 FE0800  ___________________________________________________________________
 FE0800  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0800  DYNAMIC HT  -         108.696 (meters)     356.61  (feet)  COMP
 FE0800  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 FE0800
 FE0800  VERT ORDER  -  SECOND    CLASS 0
 FE0800
 FE0800.The horizontal coordinates were scaled from a topographic map and have
 FE0800.an estimated accuracy of +/- 6 seconds.
 FE0800
 FE0800.The orthometric height was determined by differential leveling
 FE0800.and adjusted by the National Geodetic Survey in June 1991..
 FE0800
 FE0800.The geoid height was determined by GEOID03.
 FE0800
 FE0800.The dynamic height is computed by dividing the NAVD 88
 FE0800.geopotential number by the normal gravity value computed on the
 FE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0800.degrees latitude (g = 980.6199 gals.).
 FE0800
 FE0800.The modeled gravity was interpolated from observed gravity values.
 FE0800
 FE0800;                    North         East    Units  Estimated Accuracy
 FE0800;SPC TN       -   169,020.      336,560.      MT  (+/- 180 meters Scaled)
 FE0800
 FE0800                          SUPERSEDED SURVEY CONTROL
 FE0800
 FE0800  NGVD 29 (??/??/??)  108.838  (m)          357.08   (f) ADJUSTED    2 0
 FE0800
 FE0800.Superseded values are not recommended for survey control.
 FE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0800.See file dsdata.txt to determine how the superseded data were derived.
 FE0800
 FE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE269658(NAD 83)
 FE0800_MARKER: DB = BENCH MARK DISK
 FE0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0800_SP_SET: WATER TABLE
 FE0800_STAMPING: G 14 1935
 FE0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0800+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0800
 FE0800  HISTORY     - Date     Condition        Report By
 FE0800  HISTORY     - 1935     MONUMENTED       CGS
 FE0800  HISTORY     - 1968     GOOD             DOD
 FE0800  HISTORY     - 20020914 GOOD             USACE
 FE0800
 FE0800                          STATION DESCRIPTION
 FE0800
 FE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0800'AT HUMBOLDT.
 FE0800'AT HUMBOLDT, GIBSON COUNTY, AT THE POST OFFICE, BELOW THE FIRST
 FE0800'WINDOW EAST OF THE MAIN ENTRANCE, IN THE TOP OF THE WATER
 FE0800'TABLE, AND 6 FEET EAST OF THE CENTER OF THE DOORWAY.  A STANDARD
 FE0800'DISK, STAMPED G 14 1935.
 FE0800
 FE0800                          STATION RECOVERY (1968)
 FE0800
 FE0800'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0800'RECOVERED IN GOOD CONDITION.
 FE0800
 FE0800                          STATION RECOVERY (2002)
 FE0800
 FE0800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0800'POST OFFICE IS AT INTERSECTION OF OSBORNE AND CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1597 ***********************************************************************
 FE1597  DESIGNATION -  G 151
 FE1597  PID         -  FE1597
 FE1597  STATE/COUNTY-  TN/LAUDERDALE
 FE1597  USGS QUAD   -  ROSA (1983)
 FE1597
 FE1597                         *CURRENT SURVEY CONTROL
 FE1597  ___________________________________________________________________
 FE1597* NAD 83(1986)-  35 45 53.     (N)    089 46 19.     (W)     SCALED    
 FE1597* NAVD 88     -        76.657  (meters)     251.50   (feet)  ADJUSTED  
 FE1597  ___________________________________________________________________
 FE1597  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1597  DYNAMIC HT  -          76.592 (meters)     251.29  (feet)  COMP
 FE1597  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1597
 FE1597  VERT ORDER  -  FIRST     CLASS II
 FE1597
 FE1597.The horizontal coordinates were scaled from a topographic map and have
 FE1597.an estimated accuracy of +/- 6 seconds.
 FE1597
 FE1597.The orthometric height was determined by differential leveling
 FE1597.and adjusted by the National Geodetic Survey in June 1991..
 FE1597
 FE1597.The geoid height was determined by GEOID03.
 FE1597
 FE1597.The dynamic height is computed by dividing the NAVD 88
 FE1597.geopotential number by the normal gravity value computed on the
 FE1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1597.degrees latitude (g = 980.6199 gals.).
 FE1597
 FE1597.The modeled gravity was interpolated from observed gravity values.
 FE1597
 FE1597;                    North         East    Units  Estimated Accuracy
 FE1597;SPC TN       -   165,380.      259,000.      MT  (+/- 180 meters Scaled)
 FE1597
 FE1597                          SUPERSEDED SURVEY CONTROL
 FE1597
 FE1597  NGVD 29 (??/??/??)   76.616  (m)          251.36   (f) ADJUSTED    1 2
 FE1597
 FE1597.Superseded values are not recommended for survey control.
 FE1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1597.See file dsdata.txt to determine how the superseded data were derived.
 FE1597
 FE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE494613(NAD 83)
 FE1597_MARKER: DB = BENCH MARK DISK
 FE1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1597_STAMPING: G 151 1943
 FE1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1597+STABILITY: SURFACE MOTION
 FE1597
 FE1597  HISTORY     - Date     Condition        Report By
 FE1597  HISTORY     - 1943     MONUMENTED       CGS
 FE1597  HISTORY     - 1957     GOOD             CGS
 FE1597  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1597
 FE1597                          STATION DESCRIPTION
 FE1597
 FE1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1597'0.7 MI W FROM ASHPORT.
 FE1597'0.7 MILE WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL, AT
 FE1597'THE NORTH EDGE OF A CULTIVATED FIELD, ON TOP OF A SMALL MOUND,
 FE1597'53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 165 FEET EAST
 FE1597'OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH, 134 FEET NORTHWEST
 FE1597'OF POWER LINE POLE NO. A 116, 117 FEET NORTH-NORTHWEST OF THE
 FE1597'NORTHWEST CORNER OF A TENANT HOUSE COVERED WITH RED TAR PAPER,
 FE1597'230 FEET WEST OF THE WEST BANK OF A SMALL POND, 1 1/2 FEET EAST
 FE1597'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 FE1597'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FE1597'ABOVE THE GROUND.
 FE1597
 FE1597                          STATION RECOVERY (1971)
 FE1597
 FE1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0476 ***********************************************************************
 FE0476  DESIGNATION -  G 154
 FE0476  PID         -  FE0476
 FE0476  STATE/COUNTY-  TN/MCNAIRY
 FE0476  USGS QUAD   -  CHEWALLA (1983)
 FE0476
 FE0476                         *CURRENT SURVEY CONTROL
 FE0476  ___________________________________________________________________
 FE0476* NAD 83(1986)-  35 01 39.     (N)    088 42 22.     (W)     SCALED    
 FE0476* NAVD 88     -       116.982  (meters)     383.80   (feet)  ADJUSTED  
 FE0476  ___________________________________________________________________
 FE0476  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0476  DYNAMIC HT  -         116.870 (meters)     383.43  (feet)  COMP
 FE0476  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FE0476
 FE0476  VERT ORDER  -  FIRST     CLASS II
 FE0476
 FE0476.The horizontal coordinates were scaled from a topographic map and have
 FE0476.an estimated accuracy of +/- 6 seconds.
 FE0476
 FE0476.The orthometric height was determined by differential leveling
 FE0476.and adjusted by the National Geodetic Survey in June 1991..
 FE0476
 FE0476.The geoid height was determined by GEOID03.
 FE0476
 FE0476.The dynamic height is computed by dividing the NAVD 88
 FE0476.geopotential number by the normal gravity value computed on the
 FE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0476.degrees latitude (g = 980.6199 gals.).
 FE0476
 FE0476.The modeled gravity was interpolated from observed gravity values.
 FE0476
 FE0476;                    North         East    Units  Estimated Accuracy
 FE0476;SPC TN       -    80,430.      353,070.      MT  (+/- 180 meters Scaled)
 FE0476
 FE0476                          SUPERSEDED SURVEY CONTROL
 FE0476
 FE0476  NGVD 29 (??/??/??)  116.967  (m)          383.75   (f) ADJUSTED    1 2
 FE0476
 FE0476.Superseded values are not recommended for survey control.
 FE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0476.See file dsdata.txt to determine how the superseded data were derived.
 FE0476
 FE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD443774(NAD 83)
 FE0476_MARKER: DB = BENCH MARK DISK
 FE0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0476_SP_SET: BRIDGE
 FE0476_STAMPING: G 154 1944
 FE0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0476+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0476
 FE0476  HISTORY     - Date     Condition        Report By
 FE0476  HISTORY     - 1944     MONUMENTED       CGS
 FE0476  HISTORY     - 1972     GOOD             TVA
 FE0476  HISTORY     - 19990101 GOOD             USE
 FE0476  HISTORY     - 20020918 GOOD             USACE
 FE0476
 FE0476                          STATION DESCRIPTION
 FE0476
 FE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0476'3.4 MI W FROM CHEWALLA.
 FE0476'3.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0476'CHEWALLA, MCNAIRY  COUNTY, AT A BIRDGE OVER CYPRESS CREEK, IN
 FE0476'THE TOP OF THE NORTHEAST CORNER OF THE EAST CONCRETE ABUTMENT,
 FE0476'10.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE0476'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0476'G 154 1944.
 FE0476
 FE0476                          STATION RECOVERY (1972)
 FE0476
 FE0476'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0476'RECOVERED IN GOOD CONDITION.
 FE0476
 FE0476                          STATION RECOVERY (1999)
 FE0476
 FE0476'RECOVERY NOTE BY US ENGINEERS 1999
 FE0476'AS DESCRIBED.
 FE0476
 FE0476                          STATION RECOVERY (2002)
 FE0476
 FE0476'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0457 ***********************************************************************
 FE0457  DESIGNATION -  G 155
 FE0457  PID         -  FE0457
 FE0457  STATE/COUNTY-  TN/HARDEMAN
 FE0457  USGS QUAD   -  MIDDLETON (1980)
 FE0457
 FE0457                         *CURRENT SURVEY CONTROL
 FE0457  ___________________________________________________________________
 FE0457* NAD 83(1986)-  35 03 52.     (N)    088 55 02.     (W)     SCALED    
 FE0457* NAVD 88     -       135.934  (meters)     445.98   (feet)  ADJUSTED  
 FE0457  ___________________________________________________________________
 FE0457  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0457  DYNAMIC HT  -         135.805 (meters)     445.55  (feet)  COMP
 FE0457  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FE0457
 FE0457  VERT ORDER  -  FIRST     CLASS II
 FE0457
 FE0457.The horizontal coordinates were scaled from a topographic map and have
 FE0457.an estimated accuracy of +/- 6 seconds.
 FE0457
 FE0457.The orthometric height was determined by differential leveling
 FE0457.and adjusted by the National Geodetic Survey in June 1991..
 FE0457
 FE0457.The geoid height was determined by GEOID03.
 FE0457
 FE0457.The dynamic height is computed by dividing the NAVD 88
 FE0457.geopotential number by the normal gravity value computed on the
 FE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0457.degrees latitude (g = 980.6199 gals.).
 FE0457
 FE0457.The modeled gravity was interpolated from observed gravity values.
 FE0457
 FE0457;                    North         East    Units  Estimated Accuracy
 FE0457;SPC TN       -    85,080.      333,930.      MT  (+/- 180 meters Scaled)
 FE0457
 FE0457                          SUPERSEDED SURVEY CONTROL
 FE0457
 FE0457  NGVD 29 (??/??/??)  135.900  (m)          445.87   (f) ADJUSTED    1 2
 FE0457
 FE0457.Superseded values are not recommended for survey control.
 FE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0457.See file dsdata.txt to determine how the superseded data were derived.
 FE0457
 FE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD251818(NAD 83)
 FE0457_MARKER: DB = BENCH MARK DISK
 FE0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0457_SP_SET: CONCRETE BASE
 FE0457_STAMPING: G 155 1944
 FE0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0457
 FE0457  HISTORY     - Date     Condition        Report By
 FE0457  HISTORY     - 1944     MONUMENTED       CGS
 FE0457  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0457
 FE0457                          STATION DESCRIPTION
 FE0457
 FE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0457'1.7 MI W FROM MIDDLETON.
 FE0457'1.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0457'MIDDLETON, HARDEMAN COUNTY, 0.1 MILE WEST OF MILEPOST 484,
 FE0457'AT BLOCK SIGNAL 4841 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE0457'CONCRETE BASE, 13.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE0457'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0457'G 155 1944.
 FE0457
 FE0457                          STATION RECOVERY (1983)
 FE0457
 FE0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0457'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND NEW LINE
 FE0457'ESTABLISHED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1003 ***********************************************************************
 FE1003  DESIGNATION -  G 156
 FE1003  PID         -  FE1003
 FE1003  STATE/COUNTY-  TN/HARDEMAN
 FE1003  USGS QUAD   -  SAULSBURY (1981)
 FE1003
 FE1003                         *CURRENT SURVEY CONTROL
 FE1003  ___________________________________________________________________
 FE1003* NAD 83(1986)-  35 02 45.     (N)    089 06 24.     (W)     SCALED    
 FE1003* NAVD 88     -       169.657  (meters)     556.62   (feet)  ADJUSTED  
 FE1003  ___________________________________________________________________
 FE1003  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1003  DYNAMIC HT  -         169.496 (meters)     556.09  (feet)  COMP
 FE1003  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FE1003
 FE1003  VERT ORDER  -  FIRST     CLASS II
 FE1003
 FE1003.The horizontal coordinates were scaled from a topographic map and have
 FE1003.an estimated accuracy of +/- 6 seconds.
 FE1003
 FE1003.The orthometric height was determined by differential leveling
 FE1003.and adjusted by the National Geodetic Survey in June 1991..
 FE1003
 FE1003.The geoid height was determined by GEOID03.
 FE1003
 FE1003.The dynamic height is computed by dividing the NAVD 88
 FE1003.geopotential number by the normal gravity value computed on the
 FE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1003.degrees latitude (g = 980.6199 gals.).
 FE1003
 FE1003.The modeled gravity was interpolated from observed gravity values.
 FE1003
 FE1003;                    North         East    Units  Estimated Accuracy
 FE1003;SPC TN       -    83,550.      316,590.      MT  (+/- 180 meters Scaled)
 FE1003
 FE1003                          SUPERSEDED SURVEY CONTROL
 FE1003
 FE1003  NGVD 29 (??/??/??)  169.602  (m)          556.44   (f) ADJUSTED    1 2
 FE1003
 FE1003.Superseded values are not recommended for survey control.
 FE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1003.See file dsdata.txt to determine how the superseded data were derived.
 FE1003
 FE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD078801(NAD 83)
 FE1003_MARKER: DB = BENCH MARK DISK
 FE1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1003_SP_SET: CULVERT
 FE1003_STAMPING: G 156 1944
 FE1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1003
 FE1003  HISTORY     - Date     Condition        Report By
 FE1003  HISTORY     - 1944     MONUMENTED       CGS
 FE1003  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1003
 FE1003                          STATION DESCRIPTION
 FE1003
 FE1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1003'1 MI W FROM SAULSBURY.
 FE1003'1.0 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1003'SAULSBURY, HARDEMAN COUNTY, 0.2 MILE WEST OF MILEPOST 495, AT A
 FE1003'LARGE STONE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 40 FEET
 FE1003'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 20 FEET LOWER
 FE1003'THAN THE TRACK.  A STANDARD DISK, STAMPED G 156 1944.
 FE1003
 FE1003                          STATION RECOVERY (1983)
 FE1003
 FE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1003'NOT RECOVERED, POSSIBLY COVERED OVER WHEN NEW RAILROAD WAS
 FE1003'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1151 ***********************************************************************
 FE1151  DESIGNATION -  G 157
 FE1151  PID         -  FE1151
 FE1151  STATE/COUNTY-  TN/FAYETTE
 FE1151  USGS QUAD   -  ROSSVILLE (1981)
 FE1151
 FE1151                         *CURRENT SURVEY CONTROL
 FE1151  ___________________________________________________________________
 FE1151* NAD 83(1986)-  35 02 51.     (N)    089 33 25.     (W)     SCALED    
 FE1151* NAVD 88     -        95.204  (meters)     312.35   (feet)  ADJUSTED  
 FE1151  ___________________________________________________________________
 FE1151  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1151  DYNAMIC HT  -          95.115 (meters)     312.06  (feet)  COMP
 FE1151  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FE1151
 FE1151  VERT ORDER  -  FIRST     CLASS II
 FE1151
 FE1151.The horizontal coordinates were scaled from a topographic map and have
 FE1151.an estimated accuracy of +/- 6 seconds.
 FE1151
 FE1151.The orthometric height was determined by differential leveling
 FE1151.and adjusted by the National Geodetic Survey in June 1991..
 FE1151
 FE1151.The geoid height was determined by GEOID03.
 FE1151
 FE1151.The dynamic height is computed by dividing the NAVD 88
 FE1151.geopotential number by the normal gravity value computed on the
 FE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1151.degrees latitude (g = 980.6199 gals.).
 FE1151
 FE1151.The modeled gravity was interpolated from observed gravity values.
 FE1151
 FE1151;                    North         East    Units  Estimated Accuracy
 FE1151;SPC TN       -    85,140.      275,540.      MT  (+/- 180 meters Scaled)
 FE1151
 FE1151                          SUPERSEDED SURVEY CONTROL
 FE1151
 FE1151  NGVD 29 (??/??/??)   95.150  (m)          312.17   (f) ADJUSTED    1 2
 FE1151
 FE1151.Superseded values are not recommended for survey control.
 FE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1151.See file dsdata.txt to determine how the superseded data were derived.
 FE1151
 FE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD667813(NAD 83)
 FE1151_MARKER: DB = BENCH MARK DISK
 FE1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1151_SP_SET: CONCRETE
 FE1151_STAMPING: G 157 1944
 FE1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1151
 FE1151  HISTORY     - Date     Condition        Report By
 FE1151  HISTORY     - 1944     MONUMENTED       CGS
 FE1151  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1151
 FE1151                          STATION DESCRIPTION
 FE1151
 FE1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1151'0.8 MI W FROM ROSSVILLE.
 FE1151'0.8 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1151'ROSSVILLE, FAYETTE COUNTY, 0.3 MILE EAST OF MILEPOST 522, AT
 FE1151'BLOCK SIGNAL 5217 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE1151'CONCRETE BASE, 13 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE1151'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 FE1151'STAMPED G 157 1944.
 FE1151
 FE1151                          STATION RECOVERY (1965)
 FE1151
 FE1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0492 ***********************************************************************
 FE0492  DESIGNATION -  G 159
 FE0492  PID         -  FE0492
 FE0492  STATE/COUNTY-  TN/CHESTER
 FE0492  USGS QUAD   -  HENDERSON (1983)
 FE0492
 FE0492                         *CURRENT SURVEY CONTROL
 FE0492  ___________________________________________________________________
 FE0492* NAD 83(1986)-  35 26 36.     (N)    088 38 50.     (W)     SCALED    
 FE0492* NAVD 88     -       134.232  (meters)     440.39   (feet)  ADJUSTED  
 FE0492  ___________________________________________________________________
 FE0492  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0492  DYNAMIC HT  -         134.110 (meters)     439.99  (feet)  COMP
 FE0492  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 FE0492
 FE0492  VERT ORDER  -  FIRST     CLASS II
 FE0492
 FE0492.The horizontal coordinates were scaled from a topographic map and have
 FE0492.an estimated accuracy of +/- 6 seconds.
 FE0492
 FE0492.The orthometric height was determined by differential leveling
 FE0492.and adjusted by the National Geodetic Survey in June 1991..
 FE0492
 FE0492.The geoid height was determined by GEOID03.
 FE0492
 FE0492.The dynamic height is computed by dividing the NAVD 88
 FE0492.geopotential number by the normal gravity value computed on the
 FE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0492.degrees latitude (g = 980.6199 gals.).
 FE0492
 FE0492.The modeled gravity was interpolated from observed gravity values.
 FE0492
 FE0492;                    North         East    Units  Estimated Accuracy
 FE0492;SPC TN       -   126,400.      359,690.      MT  (+/- 180 meters Scaled)
 FE0492
 FE0492                          SUPERSEDED SURVEY CONTROL
 FE0492
 FE0492  NGVD 29 (??/??/??)  134.249  (m)          440.45   (f) ADJUSTED    1 2
 FE0492
 FE0492.Superseded values are not recommended for survey control.
 FE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0492.See file dsdata.txt to determine how the superseded data were derived.
 FE0492
 FE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE504234(NAD 83)
 FE0492_MARKER: DB = BENCH MARK DISK
 FE0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0492_STAMPING: G 159 1944
 FE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0492+STABILITY: SURFACE MOTION
 FE0492
 FE0492  HISTORY     - Date     Condition        Report By
 FE0492  HISTORY     - 1944     MONUMENTED       CGS
 FE0492  HISTORY     - 1948     GOOD             CGS
 FE0492  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0492
 FE0492                          STATION DESCRIPTION
 FE0492
 FE0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0492'AT HENDERSON.
 FE0492'AT HENDERSON, ABOUT 0.6 MILE NORTHWEST ALONG THE GULF, MOBILE
 FE0492'AND OHIO RAILROAD FROM THE STATION, ABOUT 0.45 MILE NORTHWEST
 FE0492'OF MILE POST 369, 138 YARDS SOUTHEAST OF HENDERSON CORPORATION
 FE0492'LIMIT SIGN, AT A PUBLIC DIRT ROAD CROSSING, 45 FEET SOUTHWEST
 FE0492'OF THE SOUTHWEST RAIL, 24 FEET SOUTH OF THE CENTER LINE OF THE
 FE0492'DIRT ROAD, 38.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 87
 FE0492'FEET NORTHWEST OF A TELEPHONE POLE AND 8 FEET SOUTHWEST OF BEING
 FE0492'IN LINE WITH THE ROW OF POLES, 3 FEET NORTHWEST OF A WHITE
 FE0492'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET
 FE0492'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MONUMENT
 FE0492'BELEIVED TO BE COVERED BY FILL DIRT FROM GAS LINE CONSTRUCTION.
 FE0492'THE ROAD HAS BEEN REBUILT AND THE TELEPHONE POLE HAS BEEN RESET.
 FE0492
 FE0492                          STATION RECOVERY (1972)
 FE0492
 FE0492'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0326 ***********************************************************************
 FC0326  DESIGNATION -  G 16
 FC0326  PID         -  FC0326
 FC0326  STATE/COUNTY-  TN/POLK
 FC0326  USGS QUAD   -  MC FARLAND (1980)
 FC0326
 FC0326                         *CURRENT SURVEY CONTROL
 FC0326  ___________________________________________________________________
 FC0326* NAD 83(1986)-  35 10 53.     (N)    084 28 02.     (W)     SCALED    
 FC0326* NAVD 88     -       240.061  (meters)     787.60   (feet)  ADJUSTED  
 FC0326  ___________________________________________________________________
 FC0326  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FC0326  DYNAMIC HT  -         239.822 (meters)     786.82  (feet)  COMP
 FC0326  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 FC0326
 FC0326  VERT ORDER  -  SECOND    CLASS 0
 FC0326
 FC0326.The horizontal coordinates were scaled from a topographic map and have
 FC0326.an estimated accuracy of +/- 6 seconds.
 FC0326
 FC0326.The orthometric height was determined by differential leveling
 FC0326.and adjusted by the National Geodetic Survey in June 1991..
 FC0326
 FC0326.The geoid height was determined by GEOID03.
 FC0326
 FC0326.The dynamic height is computed by dividing the NAVD 88
 FC0326.geopotential number by the normal gravity value computed on the
 FC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0326.degrees latitude (g = 980.6199 gals.).
 FC0326
 FC0326.The modeled gravity was interpolated from observed gravity values.
 FC0326
 FC0326;                    North         East    Units  Estimated Accuracy
 FC0326;SPC TN       -    95,190.      739,610.      MT  (+/- 180 meters Scaled)
 FC0326
 FC0326                          SUPERSEDED SURVEY CONTROL
 FC0326
 FC0326  NGVD 29 (??/??/92)  240.125  (m)          787.81   (f) ADJ UNCH    2 0
 FC0326
 FC0326.Superseded values are not recommended for survey control.
 FC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0326.See file dsdata.txt to determine how the superseded data were derived.
 FC0326
 FC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD306960(NAD 83)
 FC0326_MARKER: DB = BENCH MARK DISK
 FC0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0326_SP_SET: CULVERT
 FC0326_STAMPING: G 16 1933
 FC0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0326
 FC0326  HISTORY     - Date     Condition        Report By
 FC0326  HISTORY     - 1933     MONUMENTED       CGS
 FC0326  HISTORY     - 1951     GOOD             NGS
 FC0326
 FC0326                          STATION DESCRIPTION
 FC0326
 FC0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0326'2.3 MI E FROM RELIANCE.
 FC0326'2.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0326'RELIANCE, POLK COUNTY, ABOUT 1/3 MILE SOUTHWEST OF MILEPOST L
 FC0326'348, 200 FEET WEST OF THE STATION SIGN AT HIWASSEE, 9.6 FEET
 FC0326'SOUTHEAST OF THE SOUTHEAST RAIL, AND IN THE TOP OF THE BELL OF
 FC0326'A 30-INCH CYLINDRICAL CONCRETE PIPE CULVERT.  A FENCE POST WITH
 FC0326'CONTROL MARKER SIGN SET 2 FEET NORTHEAST OF TABLET.  A STANDARD
 FC0326'DISK, STAMPED G 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0707 ***********************************************************************
 FE0707  DESIGNATION -  G 160
 FE0707  PID         -  FE0707
 FE0707  STATE/COUNTY-  TN/MADISON
 FE0707  USGS QUAD   -  JACKSON NORTH (1983)
 FE0707
 FE0707                         *CURRENT SURVEY CONTROL
 FE0707  ___________________________________________________________________
 FE0707* NAD 83(1986)-  35 43 13.     (N)    088 47 36.     (W)     SCALED    
 FE0707* NAVD 88     -       131.831  (meters)     432.52   (feet)  ADJUSTED  
 FE0707  ___________________________________________________________________
 FE0707  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0707  DYNAMIC HT  -         131.715 (meters)     432.13  (feet)  COMP
 FE0707  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FE0707
 FE0707  VERT ORDER  -  FIRST     CLASS II
 FE0707
 FE0707.The horizontal coordinates were scaled from a topographic map and have
 FE0707.an estimated accuracy of +/- 6 seconds.
 FE0707
 FE0707.The orthometric height was determined by differential leveling
 FE0707.and adjusted by the National Geodetic Survey in June 1991..
 FE0707
 FE0707.The geoid height was determined by GEOID03.
 FE0707
 FE0707.The dynamic height is computed by dividing the NAVD 88
 FE0707.geopotential number by the normal gravity value computed on the
 FE0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0707.degrees latitude (g = 980.6199 gals.).
 FE0707
 FE0707.The modeled gravity was interpolated from observed gravity values.
 FE0707
 FE0707;                    North         East    Units  Estimated Accuracy
 FE0707;SPC TN       -   157,490.      347,300.      MT  (+/- 180 meters Scaled)
 FE0707
 FE0707                          SUPERSEDED SURVEY CONTROL
 FE0707
 FE0707  NGVD 29 (??/??/??)  131.875  (m)          432.66   (f) ADJUSTED    1 2
 FE0707
 FE0707.Superseded values are not recommended for survey control.
 FE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0707.See file dsdata.txt to determine how the superseded data were derived.
 FE0707
 FE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377544(NAD 83)
 FE0707_MARKER: DB = BENCH MARK DISK
 FE0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0707_STAMPING: G 160 1944
 FE0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0707+STABILITY: SURFACE MOTION
 FE0707
 FE0707  HISTORY     - Date     Condition        Report By
 FE0707  HISTORY     - 1944     MONUMENTED       CGS
 FE0707  HISTORY     - 1948     GOOD             CGS
 FE0707  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0707
 FE0707                          STATION DESCRIPTION
 FE0707
 FE0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0707'0.4 MI N FROM OAKFIELD.
 FE0707'ABOUT 0.45 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0707'THE STATION AT OAKFIELD, 179 FEET NORTH-NORTHEAST AND ACROSS
 FE0707'THE TRACKS FROM MILE POST C 463, AT A GRAVEL ROAD CROSSING, 27.5
 FE0707'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 17 FEET NORTH OF
 FE0707'THE CENTER LINE OF THE GRAVEL ROAD, 23 FEET NORTHWEST OF A
 FE0707'FENCE CORNER, 15 FEET NORTHEAST OF A CROSSING WARNING SIGN,
 FE0707'1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FE0707'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0707'INCHES.
 FE0707
 FE0707                          STATION RECOVERY (2002)
 FE0707
 FE0707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0371 ***********************************************************************
 GD0371  DESIGNATION -  G 161
 GD0371  PID         -  GD0371
 GD0371  STATE/COUNTY-  TN/GIBSON
 GD0371  USGS QUAD   -  BRADFORD (1985)
 GD0371
 GD0371                         *CURRENT SURVEY CONTROL
 GD0371  ___________________________________________________________________
 GD0371* NAD 83(1986)-  36 03 57.     (N)    088 48 37.     (W)     SCALED    
 GD0371* NAVD 88     -       118.097  (meters)     387.46   (feet)  ADJUSTED  
 GD0371  ___________________________________________________________________
 GD0371  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0371  DYNAMIC HT  -         117.997 (meters)     387.13  (feet)  COMP
 GD0371  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GD0371
 GD0371  VERT ORDER  -  FIRST     CLASS II
 GD0371
 GD0371.The horizontal coordinates were scaled from a topographic map and have
 GD0371.an estimated accuracy of +/- 6 seconds.
 GD0371
 GD0371.The orthometric height was determined by differential leveling
 GD0371.and adjusted by the National Geodetic Survey in June 1991..
 GD0371
 GD0371.The geoid height was determined by GEOID03.
 GD0371
 GD0371.The dynamic height is computed by dividing the NAVD 88
 GD0371.geopotential number by the normal gravity value computed on the
 GD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0371.degrees latitude (g = 980.6199 gals.).
 GD0371
 GD0371.The modeled gravity was interpolated from observed gravity values.
 GD0371
 GD0371;                    North         East    Units  Estimated Accuracy
 GD0371;SPC TN       -   195,850.      346,870.      MT  (+/- 180 meters Scaled)
 GD0371
 GD0371                          SUPERSEDED SURVEY CONTROL
 GD0371
 GD0371  NGVD 29 (??/??/??)  118.135  (m)          387.58   (f) ADJUSTED    1 2
 GD0371
 GD0371.Superseded values are not recommended for survey control.
 GD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0371.See file dsdata.txt to determine how the superseded data were derived.
 GD0371
 GD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE369927(NAD 83)
 GD0371_MARKER: DB = BENCH MARK DISK
 GD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0371_STAMPING: G 161 1944
 GD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0371+STABILITY: SURFACE MOTION
 GD0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0371+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0371
 GD0371  HISTORY     - Date     Condition        Report By
 GD0371  HISTORY     - 1944     MONUMENTED       CGS
 GD0371  HISTORY     - 1948     GOOD             CGS
 GD0371  HISTORY     - 1967     GOOD             CGS
 GD0371  HISTORY     - 1990     GOOD             USPSQD
 GD0371  HISTORY     - 20020826 GOOD             USACE
 GD0371
 GD0371                          STATION DESCRIPTION
 GD0371
 GD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0371'0.6 MI S FROM BRADFORD.
 GD0371'ABOUT 0.65 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0371'THE STATION AT BRADFORD, ABOUT 0.4 MILE NORTH OF MILE POST C
 GD0371'438, 69 YARDS SOUTH OF A FIELD ROAD CROSSING, AT THE NORTH END
 GD0371'OF A CUT AND AT THE SOUTH END OF A SHORT FILL, 26.5 FEET WEST OF
 GD0371'THE WEST RAIL, 37 FEET NORTH OF A TELEPHONE POLE WITH SIGN 60 ON
 GD0371'POLE, 23.5 FEET EAST-NORTHEAST OF A T FENCE CORNER IN THE R/W
 GD0371'FENCE LINE, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1
 GD0371'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0371'PROJECTING 4 INCHES.  NOTE-- THE MARK IS NOW 0.7 OF A FOOT E OF
 GD0371'A METAL WITNESS POST AND SIGN.
 GD0371
 GD0371                          STATION RECOVERY (1967)
 GD0371
 GD0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0371'RECOVERED IN GOOD CONDITION.
 GD0371
 GD0371                          STATION RECOVERY (1990)
 GD0371
 GD0371'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0371'RECOVERED IN GOOD CONDITION.
 GD0371
 GD0371                          STATION RECOVERY (2002)
 GD0371
 GD0371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1271 ***********************************************************************
 GA1271  DESIGNATION -  G 162
 GA1271  PID         -  GA1271
 GA1271  STATE/COUNTY-  TN/HAWKINS
 GA1271  USGS QUAD   -  CHURCH HILL (1991)
 GA1271
 GA1271                         *CURRENT SURVEY CONTROL
 GA1271  ___________________________________________________________________
 GA1271* NAD 83(1986)-  36 33 15.     (N)    082 39 30.     (W)     SCALED    
 GA1271* NAVD 88     -       418.765  (meters)    1373.90   (feet)  ADJUSTED  
 GA1271  ___________________________________________________________________
 GA1271  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1271  DYNAMIC HT  -         418.389 (meters)    1372.66  (feet)  COMP
 GA1271  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GA1271
 GA1271  VERT ORDER  -  FIRST     CLASS I
 GA1271
 GA1271.The horizontal coordinates were scaled from a topographic map and have
 GA1271.an estimated accuracy of +/- 6 seconds.
 GA1271
 GA1271.The orthometric height was determined by differential leveling
 GA1271.and adjusted by the National Geodetic Survey in June 1991..
 GA1271
 GA1271.The geoid height was determined by GEOID03.
 GA1271
 GA1271.The dynamic height is computed by dividing the NAVD 88
 GA1271.geopotential number by the normal gravity value computed on the
 GA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1271.degrees latitude (g = 980.6199 gals.).
 GA1271
 GA1271.The modeled gravity was interpolated from observed gravity values.
 GA1271
 GA1271;                    North         East    Units  Estimated Accuracy
 GA1271;SPC TN       -   251,510.      899,130.      MT  (+/- 180 meters Scaled)
 GA1271
 GA1271                          SUPERSEDED SURVEY CONTROL
 GA1271
 GA1271  NGVD 29 (??/??/92)  418.908  (m)         1374.37   (f) ADJ UNCH    1 1
 GA1271
 GA1271.Superseded values are not recommended for survey control.
 GA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1271.See file dsdata.txt to determine how the superseded data were derived.
 GA1271
 GA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA515466(NAD 83)
 GA1271_MARKER: DB = BENCH MARK DISK
 GA1271_SETTING: 66 = SET IN ROCK OUTCROP
 GA1271_SP_SET: ROCK OUTCROP
 GA1271_STAMPING: G 162 1967
 GA1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1271+STABILITY: POSITION/ELEVATION WELL
 GA1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1271+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 GA1271
 GA1271  HISTORY     - Date     Condition        Report By
 GA1271  HISTORY     - 1967     MONUMENTED       CGS
 GA1271  HISTORY     - 20040201 GOOD             GEOCAC
 GA1271
 GA1271                          STATION DESCRIPTION
 GA1271
 GA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1271'4.2 MI NE FROM CHURCH HILL.
 GA1271'ABOUT 4.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1271'RAILROAD FROM THE STATION AT CHURCH HILL, 0.25 MILE NORTHWEST
 GA1271'OF MILEPOST 50, 0.2 MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD
 GA1271'AND A PRIVATE ROAD, 150 YARDS NORTHWEST OF THE CROSSING OF THE
 GA1271'RAILROAD AND AN ABANDONED ROAD, SET IN THE TOP OF A LEDGE AT
 GA1271'THE FOOT OF A ROCK OUTCROP, 28 FEET SOUTHWEST OF THE SOUTHWEST
 GA1271'RAIL OF THE TRACK, 9 FEET SOUTHEAST OF POLE NUMBER K24, AND ABOUT
 GA1271'5 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1271
 GA1271                          STATION RECOVERY (2004)
 GA1271
 GA1271'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1271'N36.33.244 W082.39.512
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1851 ***********************************************************************
 GA1851  DESIGNATION -  G 163
 GA1851  PID         -  GA1851
 GA1851  STATE/COUNTY-  TN/HAWKINS
 GA1851  USGS QUAD   -  BULLS GAP (1976)
 GA1851
 GA1851                         *CURRENT SURVEY CONTROL
 GA1851  ___________________________________________________________________
 GA1851* NAD 83(1986)-  36 15 43.     (N)    083 05 56.     (W)     SCALED    
 GA1851* NAVD 88     -       351.777  (meters)    1154.12   (feet)  ADJUSTED  
 GA1851  ___________________________________________________________________
 GA1851  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1851  DYNAMIC HT  -         351.454 (meters)    1153.06  (feet)  COMP
 GA1851  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 GA1851
 GA1851  VERT ORDER  -  FIRST     CLASS I
 GA1851
 GA1851.The horizontal coordinates were scaled from a topographic map and have
 GA1851.an estimated accuracy of +/- 6 seconds.
 GA1851
 GA1851.The orthometric height was determined by differential leveling
 GA1851.and adjusted by the National Geodetic Survey in June 1991..
 GA1851
 GA1851.The geoid height was determined by GEOID03.
 GA1851
 GA1851.The dynamic height is computed by dividing the NAVD 88
 GA1851.geopotential number by the normal gravity value computed on the
 GA1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1851.degrees latitude (g = 980.6199 gals.).
 GA1851
 GA1851.The modeled gravity was interpolated from observed gravity values.
 GA1851
 GA1851;                    North         East    Units  Estimated Accuracy
 GA1851;SPC TN       -   217,840.      860,660.      MT  (+/- 180 meters Scaled)
 GA1851
 GA1851                          SUPERSEDED SURVEY CONTROL
 GA1851
 GA1851  NGVD 29 (??/??/92)  351.929  (m)         1154.62   (f) ADJ UNCH    1 1
 GA1851
 GA1851.Superseded values are not recommended for survey control.
 GA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1851.See file dsdata.txt to determine how the superseded data were derived.
 GA1851
 GA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA114150(NAD 83)
 GA1851_MARKER: DB = BENCH MARK DISK
 GA1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1851_STAMPING: G 163 1967
 GA1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1851+STABILITY: SURFACE MOTION
 GA1851
 GA1851  HISTORY     - Date     Condition        Report By
 GA1851  HISTORY     - 1967     MONUMENTED       CGS
 GA1851
 GA1851                          STATION DESCRIPTION
 GA1851
 GA1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1851'1 MI NW FROM BULLS GAP.
 GA1851'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1851'RAILROAD FROM THE STATION AT BULLS GAP, 26 FEET SOUTHWEST OF THE
 GA1851'SOUTHWEST RAIL OF THE MAIN TRACK, 165 FEET SOUTHEAST OF THE
 GA1851'CENTER OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 48
 GA1851'FEET SOUTHEAST OF A SIGN POST WHICH READS STATION 1 MILE, 3 FEET
 GA1851'SOUTHEAST OF A POLE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 GA1851'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GA1851'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1745 ***********************************************************************
 GA1745  DESIGNATION -  G 164
 GA1745  PID         -  GA1745
 GA1745  STATE/COUNTY-  TN/COCKE
 GA1745  USGS QUAD   -  RANKIN (1980)
 GA1745
 GA1745                         *CURRENT SURVEY CONTROL
 GA1745  ___________________________________________________________________
 GA1745* NAD 83(1986)-  36 01 11.     (N)    083 12 14.     (W)     SCALED    
 GA1745* NAVD 88     -       308.980  (meters)    1013.71   (feet)  ADJUSTED  
 GA1745  ___________________________________________________________________
 GA1745  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1745  DYNAMIC HT  -         308.690 (meters)    1012.76  (feet)  COMP
 GA1745  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GA1745
 GA1745  VERT ORDER  -  FIRST     CLASS I
 GA1745
 GA1745.The horizontal coordinates were scaled from a topographic map and have
 GA1745.an estimated accuracy of +/- 6 seconds.
 GA1745
 GA1745.The orthometric height was determined by differential leveling
 GA1745.and adjusted by the National Geodetic Survey in June 1991..
 GA1745
 GA1745.The geoid height was determined by GEOID03.
 GA1745
 GA1745.The dynamic height is computed by dividing the NAVD 88
 GA1745.geopotential number by the normal gravity value computed on the
 GA1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1745.degrees latitude (g = 980.6199 gals.).
 GA1745
 GA1745.The modeled gravity was interpolated from observed gravity values.
 GA1745
 GA1745;                    North         East    Units  Estimated Accuracy
 GA1745;SPC TN       -   190,700.      852,000.      MT  (+/- 180 meters Scaled)
 GA1745
 GA1745                          SUPERSEDED SURVEY CONTROL
 GA1745
 GA1745  NGVD 29 (??/??/92)  309.122  (m)         1014.18   (f) ADJ UNCH    1 1
 GA1745
 GA1745.Superseded values are not recommended for survey control.
 GA1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1745.See file dsdata.txt to determine how the superseded data were derived.
 GA1745
 GA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV014883(NAD 83)
 GA1745_MARKER: DB = BENCH MARK DISK
 GA1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1745_SP_SET: RADAR TOWER
 GA1745_STAMPING: G 164 1967
 GA1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1745
 GA1745  HISTORY     - Date     Condition        Report By
 GA1745  HISTORY     - 1967     MONUMENTED       CGS
 GA1745
 GA1745                          STATION DESCRIPTION
 GA1745
 GA1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1745'4.2 MI N FROM NEWPORT.
 GA1745'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA1745'RAILROAD FROM THE STATION AT NEWPORT, 0.15 MILE NORTH OF A
 GA1745'BUILDING WHICH IS OCCUPIED BY THE SONOCO PAPER COMPANY, 0.4
 GA1745'MILE SOUTH OF MILEPOST 211, 58 FEET SOUTH OF THE CENTER OF THE
 GA1745'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 20 FEET EAST OF
 GA1745'THE EAST RAIL OF THE TRACK, SET IN THE TOP OF THE WEST CORNER
 GA1745'OF THE NORTHWEST CONCRETE FOOTING FOR A RADAR TOWER, 4 FEET
 GA1745'SOUTH OF THE SOUTH WALL OF METAL BUILDING NUMBER S 211-1, AND
 GA1745'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0697 ***********************************************************************
 FB0697  DESIGNATION -  G 165
 FB0697  PID         -  FB0697
 FB0697  STATE/COUNTY-  TN/COCKE
 FB0697  USGS QUAD   -  PAINT ROCK (1991)
 FB0697
 FB0697                         *CURRENT SURVEY CONTROL
 FB0697  ___________________________________________________________________
 FB0697* NAD 83(1986)-  35 56 00.     (N)    082 54 42.     (W)     SCALED    
 FB0697* NAVD 88     -       375.984  (meters)    1233.54   (feet)  ADJUSTED  
 FB0697  ___________________________________________________________________
 FB0697  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB0697  DYNAMIC HT  -         375.618 (meters)    1232.34  (feet)  COMP
 FB0697  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 FB0697
 FB0697  VERT ORDER  -  FIRST     CLASS I
 FB0697
 FB0697.The horizontal coordinates were scaled from a topographic map and have
 FB0697.an estimated accuracy of +/- 6 seconds.
 FB0697
 FB0697.The orthometric height was determined by differential leveling
 FB0697.and adjusted by the National Geodetic Survey in June 1991..
 FB0697
 FB0697.The geoid height was determined by GEOID03.
 FB0697
 FB0697.The dynamic height is computed by dividing the NAVD 88
 FB0697.geopotential number by the normal gravity value computed on the
 FB0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0697.degrees latitude (g = 980.6199 gals.).
 FB0697
 FB0697.The modeled gravity was interpolated from observed gravity values.
 FB0697
 FB0697;                    North         East    Units  Estimated Accuracy
 FB0697;SPC TN       -   181,920.      878,630.      MT  (+/- 180 meters Scaled)
 FB0697
 FB0697                          SUPERSEDED SURVEY CONTROL
 FB0697
 FB0697  NGVD 29 (??/??/92)  376.131  (m)         1234.02   (f) ADJ UNCH    1 1
 FB0697
 FB0697.Superseded values are not recommended for survey control.
 FB0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0697.See file dsdata.txt to determine how the superseded data were derived.
 FB0697
 FB0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV275782(NAD 83)
 FB0697_MARKER: DB = BENCH MARK DISK
 FB0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0697_SP_SET: ABUTMENT
 FB0697_STAMPING: G 165 1967
 FB0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0697
 FB0697  HISTORY     - Date     Condition        Report By
 FB0697  HISTORY     - 1967     MONUMENTED       CGS
 FB0697
 FB0697                          STATION DESCRIPTION
 FB0697
 FB0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0697'8.6 MI E FROM DEL RIO.
 FB0697'ABOUT 8.55 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0697'FROM THE STATION AT DEL RIO, OR ABOUT 2.45 MILES NORTHWEST
 FB0697'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE RAILROAD
 FB0697'BRIDGE OVER GRASS CREEK AT PAINT ROCK, NORTH CAROLINA, 12 POLES
 FB0697'NORTH OF MILEPOST 187, AT THE WEST END OF LOWER TWIN BRIDGE OVER
 FB0697'THE FRENCH BROAD RIVER, 4 1/2 FEET NORTH OF THE NORTH RAIL OF
 FB0697'THE TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 FB0697'ABUTMENT OF THE RAILROAD BRIDGE, 2.6 FEET WEST OF THE WEST END
 FB0697'OF THE NORTH STEEL GIRDER OF THE BRIDGE, AND ABOUT 1/2 FOOT
 FB0697'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0210 ***********************************************************************
 GD0210  DESIGNATION -  G 166
 GD0210  PID         -  GD0210
 GD0210  STATE/COUNTY-  TN/STEWART
 GD0210  USGS QUAD   -  PARIS LANDING (1981)
 GD0210
 GD0210                         *CURRENT SURVEY CONTROL
 GD0210  ___________________________________________________________________
 GD0210* NAD 83(1986)-  36 27 11.     (N)    088 01 32.     (W)     SCALED    
 GD0210* NAVD 88     -       177.865  (meters)     583.55   (feet)  ADJUSTED  
 GD0210  ___________________________________________________________________
 GD0210  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GD0210  DYNAMIC HT  -         177.720 (meters)     583.07  (feet)  COMP
 GD0210  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GD0210
 GD0210  VERT ORDER  -  FIRST     CLASS II
 GD0210
 GD0210.The horizontal coordinates were scaled from a topographic map and have
 GD0210.an estimated accuracy of +/- 6 seconds.
 GD0210
 GD0210.The orthometric height was determined by differential leveling
 GD0210.and adjusted by the National Geodetic Survey in June 1991..
 GD0210
 GD0210.The geoid height was determined by GEOID03.
 GD0210
 GD0210.The dynamic height is computed by dividing the NAVD 88
 GD0210.geopotential number by the normal gravity value computed on the
 GD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0210.degrees latitude (g = 980.6199 gals.).
 GD0210
 GD0210.The modeled gravity was interpolated from observed gravity values.
 GD0210
 GD0210;                    North         East    Units  Estimated Accuracy
 GD0210;SPC TN       -   237,070.      418,430.      MT  (+/- 180 meters Scaled)
 GD0210
 GD0210                          SUPERSEDED SURVEY CONTROL
 GD0210
 GD0210  NGVD 29 (??/??/??)  177.908  (m)          583.69   (f) ADJUSTED    1 2
 GD0210
 GD0210.Superseded values are not recommended for survey control.
 GD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0210.See file dsdata.txt to determine how the superseded data were derived.
 GD0210
 GD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF080346(NAD 83)
 GD0210_MARKER: DB = BENCH MARK DISK
 GD0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0210_STAMPING: G 166 1947
 GD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0210+STABILITY: SURFACE MOTION
 GD0210
 GD0210  HISTORY     - Date     Condition        Report By
 GD0210  HISTORY     - 1947     MONUMENTED       CGS
 GD0210  HISTORY     - 1971     GOOD             NGS
 GD0210
 GD0210                          STATION DESCRIPTION
 GD0210
 GD0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0210'12.6 MI W FROM DOVER.
 GD0210'ABOUT 12.6 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0210'AT DOVER, AT A CURVE WITH TANGENTS LEADING EAST AND SOUTH, 262
 GD0210'FEET WEST ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF AN
 GD0210'ABANDONED FARMHOUSE, 38 FEET NORTHWEST OF THE CENTER LINE OF
 GD0210'THE HIGHWAY, 30 FEET NORTHEAST OF A 14-INCH BLAZED OAK TREE,
 GD0210'19 FEET SOUTHWEST OF A 16-INCH BLAZED OAK TREE, ABOUT 1-1/2 FEET
 GD0210'LOWER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 GD0210'PROJECTING ABOUT 2 INCHES.  NOTE-- ALIGNMENT OF U.S. 79 HAS BEEN
 GD0210'CHANGED-STATION IS ON OLD ALIGNMENT OTHER DESCRIPTION GOOD- NEW
 GD0210'REFERENCE- 48 FT .0 IN SE TO CENTERLINE OF OLD 79 HWY, 19 FT .0 IN
 GD0210'E TO 30 IN RED OAK, 30 FT .0 IN W TO 20 IN RED OAK.  POST AND
 GD0210'SIGN SET.
 GD0210
 GD0210                          STATION RECOVERY (1971)
 GD0210
 GD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1607 ***********************************************************************
 GC1607  DESIGNATION -  G 167
 GC1607  PID         -  GC1607
 GC1607  STATE/COUNTY-  TN/HOUSTON
 GC1607  USGS QUAD   -  MC KINNON (1973)
 GC1607
 GC1607                         *CURRENT SURVEY CONTROL
 GC1607  ___________________________________________________________________
 GC1607* NAD 83(1986)-  36 16 52.     (N)    087 54 19.     (W)     SCALED    
 GC1607* NAVD 88     -       132.244  (meters)     433.87   (feet)  ADJUSTED  
 GC1607  ___________________________________________________________________
 GC1607  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1607  DYNAMIC HT  -         132.135 (meters)     433.51  (feet)  COMP
 GC1607  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 GC1607
 GC1607  VERT ORDER  -  FIRST     CLASS II
 GC1607
 GC1607.The horizontal coordinates were scaled from a topographic map and have
 GC1607.an estimated accuracy of +/- 6 seconds.
 GC1607
 GC1607.The orthometric height was determined by differential leveling
 GC1607.and adjusted by the National Geodetic Survey in June 1991..
 GC1607
 GC1607.The geoid height was determined by GEOID03.
 GC1607
 GC1607.The dynamic height is computed by dividing the NAVD 88
 GC1607.geopotential number by the normal gravity value computed on the
 GC1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1607.degrees latitude (g = 980.6199 gals.).
 GC1607
 GC1607.The modeled gravity was interpolated from observed gravity values.
 GC1607
 GC1607;                    North         East    Units  Estimated Accuracy
 GC1607;SPC TN       -   217,770.      428,840.      MT  (+/- 180 meters Scaled)
 GC1607
 GC1607                          SUPERSEDED SURVEY CONTROL
 GC1607
 GC1607  NGVD 29 (??/??/92)  132.278  (m)          433.98   (f) ADJ UNCH    1 2
 GC1607
 GC1607.Superseded values are not recommended for survey control.
 GC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1607.See file dsdata.txt to determine how the superseded data were derived.
 GC1607
 GC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF186155(NAD 83)
 GC1607_MARKER: DB = BENCH MARK DISK
 GC1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1607_STAMPING: G 167 1947
 GC1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1607+STABILITY: SURFACE MOTION
 GC1607
 GC1607  HISTORY     - Date     Condition        Report By
 GC1607  HISTORY     - 1947     MONUMENTED       CGS
 GC1607  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1607  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1607
 GC1607                          STATION DESCRIPTION
 GC1607
 GC1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1607'3.4 MI S FROM MC KINNON.
 GC1607'3.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM
 GC1607'THE METHODIST CHURCH AT MC KINNON, AT THE G.C. WYATT RESIDENCE,
 GC1607'141 FEET NORTHWEST ACROSS THE ROAD FROM THE NORTHWEST CORNER OF
 GC1607'THE BARN, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 GC1607'IN THE NORTHEAST CORNER OF A SMALL PEACH ORCHARD, 19 FEET WEST
 GC1607'OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF A 6-INCH TWIN
 GC1607'PEACH TREE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP OF
 GC1607'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 GC1607
 GC1607                          STATION RECOVERY (1972)
 GC1607
 GC1607'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1607'MARK NOT FOUND.
 GC1607
 GC1607                          STATION RECOVERY (1987)
 GC1607
 GC1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1580 ***********************************************************************
 GC1580  DESIGNATION -  G 168
 GC1580  PID         -  GC1580
 GC1580  STATE/COUNTY-  TN/HUMPHREYS
 GC1580  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1580
 GC1580                         *CURRENT SURVEY CONTROL
 GC1580  ___________________________________________________________________
 GC1580* NAD 83(1986)-  36 02 46.     (N)    087 58 41.     (W)     SCALED    
 GC1580* NAVD 88     -       116.379  (meters)     381.82   (feet)  ADJUSTED  
 GC1580  ___________________________________________________________________
 GC1580  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GC1580  DYNAMIC HT  -         116.280 (meters)     381.50  (feet)  COMP
 GC1580  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GC1580
 GC1580  VERT ORDER  -  FIRST     CLASS II
 GC1580
 GC1580.The horizontal coordinates were scaled from a topographic map and have
 GC1580.an estimated accuracy of +/- 6 seconds.
 GC1580
 GC1580.The orthometric height was determined by differential leveling
 GC1580.and adjusted by the National Geodetic Survey in June 1991..
 GC1580
 GC1580.The geoid height was determined by GEOID03.
 GC1580
 GC1580.The dynamic height is computed by dividing the NAVD 88
 GC1580.geopotential number by the normal gravity value computed on the
 GC1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1580.degrees latitude (g = 980.6199 gals.).
 GC1580
 GC1580.The modeled gravity was interpolated from observed gravity values.
 GC1580
 GC1580;                    North         East    Units  Estimated Accuracy
 GC1580;SPC TN       -   191,830.      421,780.      MT  (+/- 180 meters Scaled)
 GC1580
 GC1580                          SUPERSEDED SURVEY CONTROL
 GC1580
 GC1580  NGVD 29 (??/??/92)  116.412  (m)          381.93   (f) ADJ UNCH    1 2
 GC1580
 GC1580.Superseded values are not recommended for survey control.
 GC1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1580.See file dsdata.txt to determine how the superseded data were derived.
 GC1580
 GC1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE119895(NAD 83)
 GC1580_MARKER: DB = BENCH MARK DISK
 GC1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1580_STAMPING: G 168 1947
 GC1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1580+STABILITY: SURFACE MOTION
 GC1580
 GC1580  HISTORY     - Date     Condition        Report By
 GC1580  HISTORY     - 1947     MONUMENTED       CGS
 GC1580  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1580
 GC1580                          STATION DESCRIPTION
 GC1580
 GC1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1580'2.2 MI NW FROM JOHNSONVILLE.
 GC1580'0.2 MILE WEST AND ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM
 GC1580'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1580'JOHNSONVILLE, ABOUT 1.4 MILES SOUTH OF THE SITE OF THE STATION AT
 GC1580'ABANDONED JOHNSONVILLE, AT A CURVE WITH TANGENTS LEADING SOUTH
 GC1580'AND NORTHEAST, AT THE JUNCTION OF A DIM ROAD LEADING WEST, 29
 GC1580'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 11 FEET
 GC1580'NORTHEAST OF THE CENTERLINE OF THE DIM ROAD, 9.5 FEET WEST OF A
 GC1580'12-INCH BLAZED TREE, 5 FEET EAST OF AN 8-INCH BLAZED HICKORY
 GC1580'TREE, ABOUT LEVEL WITH THE ROAD JUNCTION, AND IN THE TOP OF A
 GC1580'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 GC1580
 GC1580                          STATION RECOVERY (1972)
 GC1580
 GC1580'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0101 ***********************************************************************
 FE0101  DESIGNATION -  G 169
 FE0101  PID         -  FE0101
 FE0101  STATE/COUNTY-  TN/DECATUR
 FE0101  USGS QUAD   -  JEANNETTE (1986)
 FE0101
 FE0101                         *CURRENT SURVEY CONTROL
 FE0101  ___________________________________________________________________
 FE0101* NAD 83(1986)-  35 44 49.     (N)    088 05 31.     (W)     SCALED    
 FE0101* NAVD 88     -       138.472  (meters)     454.30   (feet)  ADJUSTED  
 FE0101  ___________________________________________________________________
 FE0101  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0101  DYNAMIC HT  -         138.352 (meters)     453.91  (feet)  COMP
 FE0101  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 FE0101
 FE0101  VERT ORDER  -  FIRST     CLASS II
 FE0101
 FE0101.The horizontal coordinates were scaled from a topographic map and have
 FE0101.an estimated accuracy of +/- 6 seconds.
 FE0101
 FE0101.The orthometric height was determined by differential leveling
 FE0101.and adjusted by the National Geodetic Survey in June 1991..
 FE0101
 FE0101.The geoid height was determined by GEOID03.
 FE0101
 FE0101.The dynamic height is computed by dividing the NAVD 88
 FE0101.geopotential number by the normal gravity value computed on the
 FE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0101.degrees latitude (g = 980.6199 gals.).
 FE0101
 FE0101.The modeled gravity was interpolated from observed gravity values.
 FE0101
 FE0101;                    North         East    Units  Estimated Accuracy
 FE0101;SPC TN       -   158,860.      410,810.      MT  (+/- 180 meters Scaled)
 FE0101
 FE0101                          SUPERSEDED SURVEY CONTROL
 FE0101
 FE0101  NGVD 29 (??/??/??)  138.490  (m)          454.36   (f) ADJUSTED    1 2
 FE0101
 FE0101.Superseded values are not recommended for survey control.
 FE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0101.See file dsdata.txt to determine how the superseded data were derived.
 FE0101
 FE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE012564(NAD 83)
 FE0101_MARKER: DD = SURVEY DISK
 FE0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0101_STAMPING: G 169 1947
 FE0101_MARK LOGO: TVA   
 FE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0101+STABILITY: SURFACE MOTION
 FE0101
 FE0101  HISTORY     - Date     Condition        Report By
 FE0101  HISTORY     - 1947     MONUMENTED       TVA
 FE0101  HISTORY     - 1947     GOOD             CGS
 FE0101
 FE0101                          STATION DESCRIPTION
 FE0101
 FE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0101'7.7 MI N FROM PARSONS.
 FE0101'ABOUT 7.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0101'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0101'ABOUT 0.55 MILE NORTHEAST OF THE STORE AT JEANNETTE, ABOUT 0.65
 FE0101'MILE SOUTH OF A LARGE 2-STORY FARMHOUSE, IN THE SOUTHWEST CORNER
 FE0101'OF A SMALL FIELD, 89 FEET NORTHEAST OF THE NORTHWEST END OF A
 FE0101'14-INCH CONCRETE PIPE HIGHWAY CULVERT, 24 FEET NORTHWEST OF THE
 FE0101'CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF AN 8-INCH BLAZED
 FE0101'TREE, 13 FEET EAST OF A 10-INCH BLAZED TREE, 2 FEET NORTHEAST
 FE0101'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 FE0101'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1257 ***********************************************************************
 FD1257  DESIGNATION -  G 170
 FD1257  PID         -  FD1257
 FD1257  STATE/COUNTY-  TN/PERRY
 FD1257  USGS QUAD   -  POPE (1973)
 FD1257
 FD1257                         *CURRENT SURVEY CONTROL
 FD1257  ___________________________________________________________________
 FD1257* NAD 83(1986)-  35 31 40.     (N)    087 56 00.     (W)     SCALED    
 FD1257* NAVD 88     -       121.960  (meters)     400.13   (feet)  ADJUSTED  
 FD1257  ___________________________________________________________________
 FD1257  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1257  DYNAMIC HT  -         121.848 (meters)     399.76  (feet)  COMP
 FD1257  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FD1257
 FD1257  VERT ORDER  -  FIRST     CLASS II
 FD1257
 FD1257.The horizontal coordinates were scaled from a topographic map and have
 FD1257.an estimated accuracy of +/- 6 seconds.
 FD1257
 FD1257.The orthometric height was determined by differential leveling
 FD1257.and adjusted by the National Geodetic Survey in June 1991..
 FD1257
 FD1257.The geoid height was determined by GEOID03.
 FD1257
 FD1257.The dynamic height is computed by dividing the NAVD 88
 FD1257.geopotential number by the normal gravity value computed on the
 FD1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1257.degrees latitude (g = 980.6199 gals.).
 FD1257
 FD1257.The modeled gravity was interpolated from observed gravity values.
 FD1257
 FD1257;                    North         East    Units  Estimated Accuracy
 FD1257;SPC TN       -   134,260.      424,670.      MT  (+/- 180 meters Scaled)
 FD1257
 FD1257                          SUPERSEDED SURVEY CONTROL
 FD1257
 FD1257  NGVD 29 (??/??/92)  121.968  (m)          400.16   (f) ADJ UNCH    1 2
 FD1257
 FD1257.Superseded values are not recommended for survey control.
 FD1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1257.See file dsdata.txt to determine how the superseded data were derived.
 FD1257
 FD1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE153319(NAD 83)
 FD1257_MARKER: DD = SURVEY DISK
 FD1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1257_STAMPING: G 170 1947
 FD1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1257+STABILITY: SURFACE MOTION
 FD1257
 FD1257  HISTORY     - Date     Condition        Report By
 FD1257  HISTORY     - 1947     MONUMENTED       TVA
 FD1257  HISTORY     - 1947     GOOD             NGS
 FD1257
 FD1257                          STATION DESCRIPTION
 FD1257
 FD1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1257'14.8 MI NE FROM CLIFTON.
 FD1257'ABOUT 14.25 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1257'RIVERSIDE HOTEL AT CLIFTON, THENCE ABOUT 0.55 MILES NORTHWEST
 FD1257'ALONG A GRAVEL ROAD LEADING TO CEDAR CREEK SCHOOL, ABOUT 0.95
 FD1257'MILE SOUTHEAST OF THE CEDAR CREEK SCHOOL, AT AN IMITATION BRICK
 FD1257'FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 45 FEET NORTHEAST OF
 FD1257'THE NORTHEAST CORNER OF THE HOUSE, 48 FEET NORTHWEST OF THE
 FD1257'NORTHWEST CORNER OF A CHICKEN HOUSE, 36 FEET SOUTH OF THE CENTER
 FD1257'LINE OF THE ROAD, 70 FEET WEST OF THE EAST YARD FENCE CORNER,
 FD1257'3 FEET NORTH OF THE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FD1257'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD1257'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0236 ***********************************************************************
 FE0236  DESIGNATION -  G 171
 FE0236  PID         -  FE0236
 FE0236  STATE/COUNTY-  TN/HARDIN
 FE0236  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0236
 FE0236                         *CURRENT SURVEY CONTROL
 FE0236  ___________________________________________________________________
 FE0236* NAD 83(1986)-  35 13 35.     (N)    088 18 13.     (W)     SCALED    
 FE0236* NAVD 88     -       130.655  (meters)     428.66   (feet)  ADJUSTED  
 FE0236  ___________________________________________________________________
 FE0236  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0236  DYNAMIC HT  -         130.537 (meters)     428.27  (feet)  COMP
 FE0236  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE0236
 FE0236  VERT ORDER  -  FIRST     CLASS II
 FE0236
 FE0236.The horizontal coordinates were scaled from a topographic map and have
 FE0236.an estimated accuracy of +/- 6 seconds.
 FE0236
 FE0236.The orthometric height was determined by differential leveling
 FE0236.and adjusted by the National Geodetic Survey in June 1991..
 FE0236
 FE0236.The geoid height was determined by GEOID03.
 FE0236
 FE0236.The dynamic height is computed by dividing the NAVD 88
 FE0236.geopotential number by the normal gravity value computed on the
 FE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0236.degrees latitude (g = 980.6199 gals.).
 FE0236
 FE0236.The modeled gravity was interpolated from observed gravity values.
 FE0236
 FE0236;                    North         East    Units  Estimated Accuracy
 FE0236;SPC TN       -   101,550.      390,310.      MT  (+/- 180 meters Scaled)
 FE0236
 FE0236                          SUPERSEDED SURVEY CONTROL
 FE0236
 FE0236  NGVD 29 (??/??/??)  130.666  (m)          428.69   (f) ADJUSTED    1 2
 FE0236
 FE0236.Superseded values are not recommended for survey control.
 FE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0236.See file dsdata.txt to determine how the superseded data were derived.
 FE0236
 FE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD813989(NAD 83)
 FE0236_MARKER: DB = BENCH MARK DISK
 FE0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0236_SP_SET: CULVERT
 FE0236_STAMPING: G 171 1947
 FE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0236
 FE0236  HISTORY     - Date     Condition        Report By
 FE0236  HISTORY     - 1947     MONUMENTED       CGS
 FE0236  HISTORY     - 1949     GOOD             CGS
 FE0236
 FE0236                          STATION DESCRIPTION
 FE0236
 FE0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0236'3 MI W FROM SAVANNAH.
 FE0236'3.05 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0236'SAVANNAH, ABOUT 1.2 MILES EAST OF THE METHODIST CHURCH AND
 FE0236'CEMETERY AT CRUMP, ABOUT 0.5 MILE WEST OF THE WEST END OF A
 FE0236'CONCRETE BRIDGE ON THE HIGHWAY, ACROSS THE HIGHWAY FROM A GRAVEL
 FE0236'PIT, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 FE0236'WALL OF A 14-INCH CAST IRON PIPE CULVERT, 21 FEET SOUTH OF AND
 FE0236'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 FE0236
 FE0236                          STATION RECOVERY (1949)
 FE0236
 FE0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1321 ***********************************************************************
 GC1321  DESIGNATION -  G 172
 GC1321  PID         -  GC1321
 GC1321  STATE/COUNTY-  TN/DAVIDSON
 GC1321  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1321
 GC1321                         *CURRENT SURVEY CONTROL
 GC1321  ___________________________________________________________________
 GC1321* NAD 83(1986)-  36 05 39.     (N)    087 02 13.     (W)     SCALED    
 GC1321* NAVD 88     -       175.510  (meters)     575.82   (feet)  ADJUSTED  
 GC1321  ___________________________________________________________________
 GC1321  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1321  DYNAMIC HT  -         175.358 (meters)     575.32  (feet)  COMP
 GC1321  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GC1321
 GC1321  VERT ORDER  -  FIRST     CLASS II
 GC1321
 GC1321.The horizontal coordinates were scaled from a topographic map and have
 GC1321.an estimated accuracy of +/- 6 seconds.
 GC1321
 GC1321.The orthometric height was determined by differential leveling
 GC1321.and adjusted by the National Geodetic Survey in June 1991..
 GC1321
 GC1321.The geoid height was determined by GEOID03.
 GC1321
 GC1321.The dynamic height is computed by dividing the NAVD 88
 GC1321.geopotential number by the normal gravity value computed on the
 GC1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1321.degrees latitude (g = 980.6199 gals.).
 GC1321
 GC1321.The modeled gravity was interpolated from observed gravity values.
 GC1321
 GC1321;                    North         East    Units  Estimated Accuracy
 GC1321;SPC TN       -   195,860.      506,620.      MT  (+/- 180 meters Scaled)
 GC1321
 GC1321                          SUPERSEDED SURVEY CONTROL
 GC1321
 GC1321  NGVD 29 (??/??/92)  175.531  (m)          575.89   (f) ADJ UNCH    1 2
 GC1321
 GC1321.Superseded values are not recommended for survey control.
 GC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1321.See file dsdata.txt to determine how the superseded data were derived.
 GC1321
 GC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE966943(NAD 83)
 GC1321_MARKER: DB = BENCH MARK DISK
 GC1321_SETTING: 66 = SET IN ROCK OUTCROP
 GC1321_SP_SET: ROCK CUT
 GC1321_STAMPING: G 172 1948
 GC1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1321+STABILITY: POSITION/ELEVATION WELL
 GC1321
 GC1321  HISTORY     - Date     Condition        Report By
 GC1321  HISTORY     - 1948     MONUMENTED       CGS
 GC1321
 GC1321                          STATION DESCRIPTION
 GC1321
 GC1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1321'0.9 MI E FROM PEGRAM.
 GC1321'0.9 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1321'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 8 2/3 RAILS NORTHEAST
 GC1321'OF THE CHEATHAM-DAVIDSON COUNTY LINE, ABOUT 75 FEET NORTHEAST
 GC1321'OF THE SOUTHWEST END OF A DEEP LIME-STONE CUT, DIRECTLY BELOW
 GC1321'POLE 18+35, SET VERTICALLY IN THE SOUTHEAST FACE OF THE CUT,
 GC1321'13.5 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 FEET
 GC1321'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1552 ***********************************************************************
 GC1552  DESIGNATION -  G 173
 GC1552  PID         -  GC1552
 GC1552  STATE/COUNTY-  TN/HUMPHREYS
 GC1552  USGS QUAD   -  MC EWEN (1982)
 GC1552
 GC1552                         *CURRENT SURVEY CONTROL
 GC1552  ___________________________________________________________________
 GC1552* NAD 83(1986)-  36 05 47.     (N)    087 43 25.     (W)     SCALED    
 GC1552* NAVD 88     -       186.208  (meters)     610.92   (feet)  ADJUSTED  
 GC1552  ___________________________________________________________________
 GC1552  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1552  DYNAMIC HT  -         186.047 (meters)     610.39  (feet)  COMP
 GC1552  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC1552
 GC1552  VERT ORDER  -  FIRST     CLASS II
 GC1552
 GC1552.The horizontal coordinates were scaled from a topographic map and have
 GC1552.an estimated accuracy of +/- 6 seconds.
 GC1552
 GC1552.The orthometric height was determined by differential leveling
 GC1552.and adjusted by the National Geodetic Survey in June 1991..
 GC1552
 GC1552.The geoid height was determined by GEOID03.
 GC1552
 GC1552.The dynamic height is computed by dividing the NAVD 88
 GC1552.geopotential number by the normal gravity value computed on the
 GC1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1552.degrees latitude (g = 980.6199 gals.).
 GC1552
 GC1552.The modeled gravity was interpolated from observed gravity values.
 GC1552
 GC1552;                    North         East    Units  Estimated Accuracy
 GC1552;SPC TN       -   196,980.      444,800.      MT  (+/- 180 meters Scaled)
 GC1552
 GC1552                          SUPERSEDED SURVEY CONTROL
 GC1552
 GC1552  NGVD 29 (??/??/92)  186.230  (m)          610.99   (f) ADJ UNCH    1 2
 GC1552
 GC1552.Superseded values are not recommended for survey control.
 GC1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1552.See file dsdata.txt to determine how the superseded data were derived.
 GC1552
 GC1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE348948(NAD 83)
 GC1552_MARKER: DB = BENCH MARK DISK
 GC1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1552_SP_SET: CULVERT
 GC1552_STAMPING: G 173 1948
 GC1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1552
 GC1552  HISTORY     - Date     Condition        Report By
 GC1552  HISTORY     - 1948     MONUMENTED       CGS
 GC1552  HISTORY     - 1961     GOOD             USGS
 GC1552  HISTORY     - 1972     GOOD             TVA
 GC1552  HISTORY     - 1988     GOOD             USPSQD
 GC1552
 GC1552                          STATION DESCRIPTION
 GC1552
 GC1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1552'4.1 MI E FROM WAVERLY.
 GC1552'4.1 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1552'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 1.0 MILE WEST OF THE
 GC1552'ROAD CROSSING AT GORMAN, AT A ROAD CROSSING LEADING NORTH TO A
 GC1552'QUARRY, OPPOSITE POLE 62+20, 45 FEET SOUTH OF THE SOUTH RAIL OF
 GC1552'THE MAIN TRACK, 18 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 GC1552'70, 52 FEET EAST OF THE CENTER LINE OF THE ROAD TO QUARRY, SET
 GC1552'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 20-INCH
 GC1552'PIPE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH TRACK AND HIGHWAY.
 GC1552'NOTE-- 120 FT W OF CENTERLINE ROAD LEADING TO QUARRY.
 GC1552
 GC1552                          STATION RECOVERY (1961)
 GC1552
 GC1552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1552'RECOVERED IN GOOD CONDITION.
 GC1552
 GC1552                          STATION RECOVERY (1972)
 GC1552
 GC1552'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1552'RECOVERED IN GOOD CONDITION.
 GC1552
 GC1552                          STATION RECOVERY (1988)
 GC1552
 GC1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0726 ***********************************************************************
 FE0726  DESIGNATION -  G 174
 FE0726  PID         -  FE0726
 FE0726  STATE/COUNTY-  TN/MADISON
 FE0726  USGS QUAD   -  JACKSON NORTH (1983)
 FE0726
 FE0726                         *CURRENT SURVEY CONTROL
 FE0726  ___________________________________________________________________
 FE0726* NAD 83(1986)-  35 37 37.     (N)    088 46 52.     (W)     SCALED    
 FE0726* NAVD 88     -       139.002  (meters)     456.04   (feet)  ADJUSTED  
 FE0726  ___________________________________________________________________
 FE0726  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0726  DYNAMIC HT  -         138.878 (meters)     455.64  (feet)  COMP
 FE0726  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FE0726
 FE0726  VERT ORDER  -  FIRST     CLASS II
 FE0726
 FE0726.The horizontal coordinates were scaled from a topographic map and have
 FE0726.an estimated accuracy of +/- 6 seconds.
 FE0726
 FE0726.The orthometric height was determined by differential leveling
 FE0726.and adjusted by the National Geodetic Survey in June 1991..
 FE0726
 FE0726.The geoid height was determined by GEOID03.
 FE0726
 FE0726.The dynamic height is computed by dividing the NAVD 88
 FE0726.geopotential number by the normal gravity value computed on the
 FE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0726.degrees latitude (g = 980.6199 gals.).
 FE0726
 FE0726.The modeled gravity was interpolated from observed gravity values.
 FE0726
 FE0726;                    North         East    Units  Estimated Accuracy
 FE0726;SPC TN       -   147,100.      348,110.      MT  (+/- 180 meters Scaled)
 FE0726
 FE0726                          SUPERSEDED SURVEY CONTROL
 FE0726
 FE0726  NGVD 29 (??/??/??)  139.037  (m)          456.16   (f) ADJUSTED    1 2
 FE0726
 FE0726.Superseded values are not recommended for survey control.
 FE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0726.See file dsdata.txt to determine how the superseded data were derived.
 FE0726
 FE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE387440(NAD 83)
 FE0726_MARKER: DB = BENCH MARK DISK
 FE0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0726_STAMPING: G 174 1948
 FE0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0726+STABILITY: SURFACE MOTION
 FE0726
 FE0726  HISTORY     - Date     Condition        Report By
 FE0726  HISTORY     - 1948     MONUMENTED       CGS
 FE0726  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0726
 FE0726                          STATION DESCRIPTION
 FE0726
 FE0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0726'2 MI NE FROM JACKSON.
 FE0726'ABOUT 2.0 MILES EAST AND NORTHEAST ALONG LEXINGTON AVENUE AND
 FE0726'A ROAD TO THE JACKSON MUNICIPAL AIRPORT FROM ITS INTERSECTION
 FE0726'WITH THE GULF, MOBILE AND OHIO RAILROAD AT JACKSON, AT THE
 FE0726'AIRPORT, 128 YARDS NORTH OF THE SOUTHWEST FENCE CORNER OF THE
 FE0726'AIRPORT, AT THE FIRST DIRECTIONAL CHANGE IN FENCE LINE NORTH OF
 FE0726'THE SOUTHWEST CORNER OF THE AIRPORT, 26 FEET EAST OF THE CENTER
 FE0726'LINE OF A ROAD TO AIRPORT HANGAR, 6.5 FEET NORTH-NORTHWEST OF THE
 FE0726'FENCE CORNER, 2.5 FEET NORTHWEST OF THE FENCE LINE, 2 FEET NORTH
 FE0726'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 FE0726'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0726
 FE0726                          STATION RECOVERY (2002)
 FE0726
 FE0726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0726'SUSPECTED DESTROYED DUE TO OLD AIRPORT NOW BEING A LARGE INDUSTRIAL
 FE0726'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0839 ***********************************************************************
 FD0839  DESIGNATION -  G 176
 FD0839  PID         -  FD0839
 FD0839  STATE/COUNTY-  TN/LAWRENCE
 FD0839  USGS QUAD   -  SUMMERTOWN (1976)
 FD0839
 FD0839                         *CURRENT SURVEY CONTROL
 FD0839  ___________________________________________________________________
 FD0839* NAD 83(1986)-  35 25 18.     (N)    087 17 53.     (W)     SCALED    
 FD0839* NAVD 88     -       301.549  (meters)     989.33   (feet)  ADJUSTED  
 FD0839  ___________________________________________________________________
 FD0839  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0839  DYNAMIC HT  -         301.269 (meters)     988.41  (feet)  COMP
 FD0839  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FD0839
 FD0839  VERT ORDER  -  FIRST     CLASS II
 FD0839
 FD0839.The horizontal coordinates were scaled from a topographic map and have
 FD0839.an estimated accuracy of +/- 6 seconds.
 FD0839
 FD0839.The orthometric height was determined by differential leveling
 FD0839.and adjusted by the National Geodetic Survey in June 1991..
 FD0839
 FD0839.The geoid height was determined by GEOID03.
 FD0839
 FD0839.The dynamic height is computed by dividing the NAVD 88
 FD0839.geopotential number by the normal gravity value computed on the
 FD0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0839.degrees latitude (g = 980.6199 gals.).
 FD0839
 FD0839.The modeled gravity was interpolated from observed gravity values.
 FD0839
 FD0839;                    North         East    Units  Estimated Accuracy
 FD0839;SPC TN       -   121,530.      482,120.      MT  (+/- 180 meters Scaled)
 FD0839
 FD0839                          SUPERSEDED SURVEY CONTROL
 FD0839
 FD0839  NGVD 29 (??/??/92)  301.519  (m)          989.23   (f) ADJ UNCH    1 2
 FD0839
 FD0839.Superseded values are not recommended for survey control.
 FD0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0839.See file dsdata.txt to determine how the superseded data were derived.
 FD0839
 FD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE729198(NAD 83)
 FD0839_MARKER: DB = BENCH MARK DISK
 FD0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0839_STAMPING: G 176 1949
 FD0839_MARK LOGO: CGS   
 FD0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0839+STABILITY: SURFACE MOTION
 FD0839
 FD0839  HISTORY     - Date     Condition        Report By
 FD0839  HISTORY     - 1949     MONUMENTED       CGS
 FD0839  HISTORY     - 1973     GOOD             TVA
 FD0839  HISTORY     - 1983     POOR             NGS
 FD0839
 FD0839                          STATION DESCRIPTION
 FD0839
 FD0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0839'1 MI S FROM SUMMERTOWN.
 FD0839'ABOUT 0.95 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0839'FROM THE STATION AT SUMMERTOWN, 212 FEET WEST OF THE WEST RAIL,
 FD0839'164 FEET WEST OF A PROPERTY LINE FENCE CORNER IN THE R/W FENCE
 FD0839'LINE, 147.5 FEET WEST OF A POWER POLE WITH TRANSFORMER, 1 FOOT
 FD0839'NORTH OF THE PROPERTY FENCE LINE RUNNING WEST, 2 FEET EAST OF A
 FD0839'WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK AND SET
 FD0839'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- STEEL
 FD0839'POST AND SIGN SET 1 FOOT SOUTH.
 FD0839
 FD0839                          STATION RECOVERY (1973)
 FD0839
 FD0839'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0839'RECOVERED IN GOOD CONDITION.
 FD0839
 FD0839                          STATION RECOVERY (1983)
 FD0839
 FD0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0839'FOUND POST PULLED OUT OF THE GROUND AND LAYING AGAINST A FENCE.
 FD0839'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0271 ***********************************************************************
 GD0271  DESIGNATION -  G 177
 GD0271  PID         -  GD0271
 GD0271  STATE/COUNTY-  TN/WEAKLEY
 GD0271  USGS QUAD   -  MARTIN (1983)
 GD0271
 GD0271                         *CURRENT SURVEY CONTROL
 GD0271  ___________________________________________________________________
 GD0271* NAD 83(1986)-  36 18 57.     (N)    088 46 13.     (W)     SCALED    
 GD0271* NAVD 88     -       128.683  (meters)     422.19   (feet)  ADJUSTED  
 GD0271  ___________________________________________________________________
 GD0271  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0271  DYNAMIC HT  -         128.578 (meters)     421.84  (feet)  COMP
 GD0271  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 GD0271
 GD0271  VERT ORDER  -  FIRST     CLASS II
 GD0271
 GD0271.The horizontal coordinates were scaled from a topographic map and have
 GD0271.an estimated accuracy of +/- 6 seconds.
 GD0271
 GD0271.The orthometric height was determined by differential leveling
 GD0271.and adjusted by the National Geodetic Survey in June 1991..
 GD0271
 GD0271.The geoid height was determined by GEOID03.
 GD0271
 GD0271.The dynamic height is computed by dividing the NAVD 88
 GD0271.geopotential number by the normal gravity value computed on the
 GD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0271.degrees latitude (g = 980.6199 gals.).
 GD0271
 GD0271.The modeled gravity was interpolated from observed gravity values.
 GD0271
 GD0271;                    North         East    Units  Estimated Accuracy
 GD0271;SPC TN       -   223,480.      351,260.      MT  (+/- 180 meters Scaled)
 GD0271
 GD0271                          SUPERSEDED SURVEY CONTROL
 GD0271
 GD0271  NGVD 29 (??/??/??)  128.700  (m)          422.24   (f) ADJUSTED    1 2
 GD0271
 GD0271.Superseded values are not recommended for survey control.
 GD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0271.See file dsdata.txt to determine how the superseded data were derived.
 GD0271
 GD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF410204(NAD 83)
 GD0271_MARKER: DB = BENCH MARK DISK
 GD0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0271_STAMPING: G 177 1949
 GD0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0271+STABILITY: SURFACE MOTION
 GD0271
 GD0271  HISTORY     - Date     Condition        Report By
 GD0271  HISTORY     - 1949     MONUMENTED       CGS
 GD0271  HISTORY     - 1967     GOOD             CGS
 GD0271  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 GD0271
 GD0271                          STATION DESCRIPTION
 GD0271
 GD0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0271'4.2 MI NW FROM DRESDEN.
 GD0271'ABOUT 4.15 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0271'RAILROAD FROM THE STATION AT DRESDEN, ABOUT 4.8 MILES SOUTHEAST
 GD0271'OF THE OLD UNION STATION AT MARTIN, AT A NORTH-SOUTH ROAD
 GD0271'CROSSING, 90 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GD0271'RAILROAD CROSSING, 86.5 FEET SOUTH OF TELEGRAPH POLE 136/6, 69
 GD0271'FEET EAST-SOUTHEAST OF THE RAILROAD CROSSING SIGN, 26 FEET
 GD0271'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, AND 0.8
 GD0271'OF A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 GD0271'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD0271'PROJECTS 1 INCH AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 GD0271'TRACK.
 GD0271
 GD0271                          STATION RECOVERY (1987)
 GD0271
 GD0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0194 ***********************************************************************
 FD0194  DESIGNATION -  G 178 RESET
 FD0194  PID         -  FD0194
 FD0194  STATE/COUNTY-  TN/FRANKLIN
 FD0194  USGS QUAD   -  HUNTLAND (1972)
 FD0194
 FD0194                         *CURRENT SURVEY CONTROL
 FD0194  ___________________________________________________________________
 FD0194* NAD 83(1986)-  35 03 05.     (N)    086 16 07.     (W)     SCALED    
 FD0194* NAVD 88     -       286.08   (meters)     938.6    (feet)  RESET     
 FD0194  ___________________________________________________________________
 FD0194  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0194
 FD0194  VERT ORDER  -  THIRD
 FD0194
 FD0194.The horizontal coordinates were scaled from a topographic map and have
 FD0194.an estimated accuracy of +/- 6 seconds.
 FD0194
 FD0194.The orthometric height was computed from unverified reset data.
 FD0194
 FD0194.The geoid height was determined by GEOID03.
 FD0194
 FD0194;                    North         East    Units  Estimated Accuracy
 FD0194;SPC TN       -    79,700.      575,490.      MT  (+/- 180 meters Scaled)
 FD0194
 FD0194                          SUPERSEDED SURVEY CONTROL
 FD0194
 FD0194.No superseded survey control is available for this station.
 FD0194
 FD0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED666789(NAD 83)
 FD0194_MARKER: DB = BENCH MARK DISK
 FD0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0194_SP_SET: STEP
 FD0194_STAMPING: G 178 RESET 1971
 FD0194_MARK LOGO: NGS   
 FD0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0194
 FD0194  HISTORY     - Date     Condition        Report By
 FD0194  HISTORY     - 1971     MONUMENTED       NGS
 FD0194
 FD0194                          STATION DESCRIPTION
 FD0194
 FD0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FD0194'AT HUNTLAND.
 FD0194'AT HUNTLAND IN THE STEPS OF THE RE-MODELED FIRST NATIONAL BANK
 FD0194'BUILDING IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE
 FD0194'ROUTES 97 AND 122, 46 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 FD0194'ROUTE 122, 35 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FD0194'ROUTE 97, 31 FEET NORTH OF THE CENTER OF THE NEW DRIVE-IN SERVICE
 FD0194'WINDOW, AND 8.4 FEET NORTH OF THE NORTHWEST CORNER OF THE MAIN
 FD0194'BANK BUILDING ON TANGENT WITH THE WEST WALL.  A STANDARD C AND GS
 FD0194'BENCH MARK DISK CEMENTED IN A DRILL HOLE NEAR THE WEST END OF THE
 FD0194'FIRST CONCRETE STEP BELOW THE ENTRANCE SLAB OF THE NEW BANK
 FD0194'BUILDING, AND DIRECTLY UNDER THE RAILING ALONG THE WEST END OF THE
 FD0194'STEPS.  THE DISK IS STAMPED G 178 RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0177 ***********************************************************************
 FD0177  DESIGNATION -  G 179
 FD0177  PID         -  FD0177
 FD0177  STATE/COUNTY-  TN/LINCOLN
 FD0177  USGS QUAD   -  FLINTVILLE (1972)
 FD0177
 FD0177                         *CURRENT SURVEY CONTROL
 FD0177  ___________________________________________________________________
 FD0177* NAD 83(1986)-  35 04 20.     (N)    086 25 54.     (W)     SCALED    
 FD0177* NAVD 88     -       276.722  (meters)     907.88   (feet)  ADJUSTED  
 FD0177  ___________________________________________________________________
 FD0177  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FD0177  DYNAMIC HT  -         276.456 (meters)     907.01  (feet)  COMP
 FD0177  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FD0177
 FD0177  VERT ORDER  -  FIRST     CLASS II
 FD0177
 FD0177.The horizontal coordinates were scaled from a topographic map and have
 FD0177.an estimated accuracy of +/- 6 seconds.
 FD0177
 FD0177.The orthometric height was determined by differential leveling
 FD0177.and adjusted by the National Geodetic Survey in June 1991..
 FD0177
 FD0177.The geoid height was determined by GEOID03.
 FD0177
 FD0177.The dynamic height is computed by dividing the NAVD 88
 FD0177.geopotential number by the normal gravity value computed on the
 FD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0177.degrees latitude (g = 980.6199 gals.).
 FD0177
 FD0177.The modeled gravity was interpolated from observed gravity values.
 FD0177
 FD0177;                    North         East    Units  Estimated Accuracy
 FD0177;SPC TN       -    82,070.      560,630.      MT  (+/- 180 meters Scaled)
 FD0177
 FD0177                          SUPERSEDED SURVEY CONTROL
 FD0177
 FD0177  NGVD 29 (??/??/92)  276.688  (m)          907.77   (f) ADJ UNCH    1 2
 FD0177
 FD0177.Superseded values are not recommended for survey control.
 FD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0177.See file dsdata.txt to determine how the superseded data were derived.
 FD0177
 FD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED518812(NAD 83)
 FD0177_MARKER: DB = BENCH MARK DISK
 FD0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0177_SP_SET: ABUTMENT
 FD0177_STAMPING: G 179 1949
 FD0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0177+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2001
 FD0177
 FD0177  HISTORY     - Date     Condition        Report By
 FD0177  HISTORY     - 1949     MONUMENTED       CGS
 FD0177  HISTORY     - 20010812 GOOD             TNDT
 FD0177
 FD0177                          STATION DESCRIPTION
 FD0177
 FD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0177'0.9 MI NW FROM FLINTVILLE.
 FD0177'0.9 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0177'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, ABOUT 0.7 MILE
 FD0177'SOUTHEAST OF THE ROAD CROSSING AND FLAG STATION AT BRIGHTON,
 FD0177'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 FD0177'ABUTMENT OF RAILROAD BRIDGE NO. 27.5, 8.8 FEET NORTHEAST OF THE
 FD0177'NORTHEAST RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 FD0177
 FD0177                          STATION RECOVERY (2001)
 FD0177
 FD0177'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0219 ***********************************************************************
 GD0219  DESIGNATION -  G 18
 GD0219  PID         -  GD0219
 GD0219  STATE/COUNTY-  TN/HENRY
 GD0219  USGS QUAD   -  PARIS (1986)
 GD0219
 GD0219                         *CURRENT SURVEY CONTROL
 GD0219  ___________________________________________________________________
 GD0219* NAD 83(1986)-  36 20 53.     (N)    088 20 50.     (W)     SCALED    
 GD0219* NAVD 88     -       175.796  (meters)     576.76   (feet)  ADJUSTED  
 GD0219  ___________________________________________________________________
 GD0219  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0219  DYNAMIC HT  -         175.652 (meters)     576.28  (feet)  COMP
 GD0219  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GD0219
 GD0219  VERT ORDER  -  FIRST     CLASS II
 GD0219
 GD0219.The horizontal coordinates were scaled from a topographic map and have
 GD0219.an estimated accuracy of +/- 6 seconds.
 GD0219
 GD0219.The orthometric height was determined by differential leveling
 GD0219.and adjusted by the National Geodetic Survey in June 1991..
 GD0219
 GD0219.The geoid height was determined by GEOID03.
 GD0219
 GD0219.The dynamic height is computed by dividing the NAVD 88
 GD0219.geopotential number by the normal gravity value computed on the
 GD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0219.degrees latitude (g = 980.6199 gals.).
 GD0219
 GD0219.The modeled gravity was interpolated from observed gravity values.
 GD0219
 GD0219;                    North         East    Units  Estimated Accuracy
 GD0219;SPC TN       -   226,060.      389,320.      MT  (+/- 180 meters Scaled)
 GD0219
 GD0219                          SUPERSEDED SURVEY CONTROL
 GD0219
 GD0219  NGVD 29 (??/??/??)  175.837  (m)          576.89   (f) ADJUSTED    1 2
 GD0219
 GD0219.Superseded values are not recommended for survey control.
 GD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0219.See file dsdata.txt to determine how the superseded data were derived.
 GD0219
 GD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF791233(NAD 83)
 GD0219_MARKER: DB = BENCH MARK DISK
 GD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0219_STAMPING: G 18 1934 577.122
 GD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0219+STABILITY: SURFACE MOTION
 GD0219
 GD0219  HISTORY     - Date     Condition        Report By
 GD0219  HISTORY     - 1934     MONUMENTED       CGS
 GD0219  HISTORY     - 1968     GOOD             CGS
 GD0219  HISTORY     - 1971     GOOD             NGS
 GD0219
 GD0219                          STATION DESCRIPTION
 GD0219
 GD0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0219'1.9 MI S FROM WHITLOCK.
 GD0219'THE MARK IS ABOUT 1.9 MILES SOUTH ALONG THE OLD NASHVILLE,
 GD0219'CHATTANOOGA AND ST. LOUIS RAILROAD FROM WHITLOCK.  (THIS IS NOW
 GD0219'THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 158 FEET NORTH OF
 GD0219'TELEGRAPH POLE NO. 60-10, 46 FEET EAST OF THE EAST RAIL OF THE
 GD0219'RAILROAD TRACK, 37.5 FEET SOUTH-SOUTHEAST OF A TELEGRAPH POLE,
 GD0219'10 FEET SOUTH OF THE APPROXIMATE CENTER OF A GATE, 9.8 FEET
 GD0219'NORTH OF A T FENCE CORNER POST AT THE NORTH EDGE OF A GATE,
 GD0219'0.7 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND DIRECTLY
 GD0219'UNDER A WOODEN FENCE BETWEEN THE TWO GATES.  IT IS A STANDARD
 GD0219'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD0219'PROJECTS 3 INCHES AND THE DISK IS STAMPED G 18 1934 577.122.
 GD0219'NOTE-- NGS POST AND SIGN.
 GD0219
 GD0219                          STATION RECOVERY (1971)
 GD0219
 GD0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0322 ***********************************************************************
 FD0322  DESIGNATION -  G 180
 FD0322  PID         -  FD0322
 FD0322  STATE/COUNTY-  TN/LINCOLN
 FD0322  USGS QUAD   -  PETERSBURG (1980)
 FD0322
 FD0322                         *CURRENT SURVEY CONTROL
 FD0322  ___________________________________________________________________
 FD0322* NAD 83(1986)-  35 19 05.     (N)    086 38 05.     (W)     SCALED    
 FD0322* NAVD 88     -       226.101  (meters)     741.80   (feet)  ADJUSTED  
 FD0322  ___________________________________________________________________
 FD0322  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0322  DYNAMIC HT  -         225.895 (meters)     741.12  (feet)  COMP
 FD0322  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 FD0322
 FD0322  VERT ORDER  -  FIRST     CLASS II
 FD0322
 FD0322.The horizontal coordinates were scaled from a topographic map and have
 FD0322.an estimated accuracy of +/- 6 seconds.
 FD0322
 FD0322.The orthometric height was determined by differential leveling
 FD0322.and adjusted by the National Geodetic Survey in June 1991..
 FD0322
 FD0322.The geoid height was determined by GEOID03.
 FD0322
 FD0322.The dynamic height is computed by dividing the NAVD 88
 FD0322.geopotential number by the normal gravity value computed on the
 FD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0322.degrees latitude (g = 980.6199 gals.).
 FD0322
 FD0322.The modeled gravity was interpolated from observed gravity values.
 FD0322
 FD0322;                    North         East    Units  Estimated Accuracy
 FD0322;SPC TN       -   109,440.      542,280.      MT  (+/- 180 meters Scaled)
 FD0322
 FD0322                          SUPERSEDED SURVEY CONTROL
 FD0322
 FD0322  NGVD 29 (??/??/92)  226.080  (m)          741.73   (f) ADJ UNCH    1 2
 FD0322
 FD0322.Superseded values are not recommended for survey control.
 FD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0322.See file dsdata.txt to determine how the superseded data were derived.
 FD0322
 FD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE332083(NAD 83)
 FD0322_MARKER: DB = BENCH MARK DISK
 FD0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0322_SP_SET: CULVERT
 FD0322_STAMPING: G 180 1949
 FD0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0322
 FD0322  HISTORY     - Date     Condition        Report By
 FD0322  HISTORY     - 1949     MONUMENTED       CGS
 FD0322
 FD0322                          STATION DESCRIPTION
 FD0322
 FD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0322'AT PETERSBURG.
 FD0322'AT PETERSBURG, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0322'RAILWAY, 167 1/2 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM
 FD0322'THE NORTHEAST CORNER OF THE STATION, SET IN THE TOP OF THE
 FD0322'SOUTH END OF THE EAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 FD0322'18 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SECTION
 FD0322'TOOL HOUSE, 5.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK AND
 FD0322'ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0191 ***********************************************************************
 GD0191  DESIGNATION -  G 181
 GD0191  PID         -  GD0191
 GD0191  STATE/COUNTY-  TN/HENRY
 GD0191  USGS QUAD   -  OSAGE (1985)
 GD0191
 GD0191                         *CURRENT SURVEY CONTROL
 GD0191  ___________________________________________________________________
 GD0191* NAD 83(1986)-  36 20 45.     (N)    088 23 00.     (W)     SCALED    
 GD0191* NAVD 88     -       172.696  (meters)     566.59   (feet)  ADJUSTED  
 GD0191  ___________________________________________________________________
 GD0191  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0191  DYNAMIC HT  -         172.553 (meters)     566.12  (feet)  COMP
 GD0191  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GD0191
 GD0191  VERT ORDER  -  FIRST     CLASS II
 GD0191
 GD0191.This mark is at Henry County Airport (PHT)
 GD0191
 GD0191.The horizontal coordinates were scaled from a topographic map and have
 GD0191.an estimated accuracy of +/- 6 seconds.
 GD0191
 GD0191.The orthometric height was determined by differential leveling
 GD0191.and adjusted by the National Geodetic Survey in June 1991..
 GD0191
 GD0191.Photographs are available for this station.
 GD0191
 GD0191.The geoid height was determined by GEOID03.
 GD0191
 GD0191.The dynamic height is computed by dividing the NAVD 88
 GD0191.geopotential number by the normal gravity value computed on the
 GD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0191.degrees latitude (g = 980.6199 gals.).
 GD0191
 GD0191.The modeled gravity was interpolated from observed gravity values.
 GD0191
 GD0191;                    North         East    Units  Estimated Accuracy
 GD0191;SPC TN       -   225,890.      386,080.      MT  (+/- 180 meters Scaled)
 GD0191
 GD0191                          SUPERSEDED SURVEY CONTROL
 GD0191
 GD0191  NGVD 29 (??/??/??)  172.736  (m)          566.72   (f) ADJUSTED    1 2
 GD0191
 GD0191.Superseded values are not recommended for survey control.
 GD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0191.See file dsdata.txt to determine how the superseded data were derived.
 GD0191
 GD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF758231(NAD 83)
 GD0191_MARKER: DB = BENCH MARK DISK
 GD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0191_STAMPING: G 181 1949
 GD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0191+STABILITY: SURFACE MOTION
 GD0191
 GD0191  HISTORY     - Date     Condition        Report By
 GD0191  HISTORY     - 1949     MONUMENTED       CGS
 GD0191  HISTORY     - 1968     GOOD             CGS
 GD0191  HISTORY     - 1971     GOOD             NGS
 GD0191
 GD0191                          STATION DESCRIPTION
 GD0191
 GD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0191'5 MI NW FROM PARIS.
 GD0191'THE MARK IS ABOUT 4.95 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0191'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0191'PARIS AT THE NORTHWEST CORNER OF THE HENRY COUNTY AIRPORT.  IT
 GD0191'IS 135 FEET SOUTH-SOUTHEAST OF BENCH MARK F 181 1949, 102 FEET
 GD0191'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 74
 GD0191'FEET NORTHWEST OF A POWERLINE TRANSFORMER POLE, AND 0.7 OF A
 GD0191'FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0191'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE
 GD0191'MONUMENT AND THE DISK IS STAMPED G 181 1949.  NOTE-- STATION IS
 GD0191'134.0 FT S 40 E FROM MONUMENT, F 181.  POST AND SIGN AND
 GD0191'MONUMENT.
 GD0191
 GD0191                          STATION RECOVERY (1971)
 GD0191
 GD0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1392 ***********************************************************************
 GC1392  DESIGNATION -  G 182
 GC1392  PID         -  GC1392
 GC1392  STATE/COUNTY-  TN/MONTGOMERY
 GC1392  USGS QUAD   -  EXCELL (1983)
 GC1392
 GC1392                         *CURRENT SURVEY CONTROL
 GC1392  ___________________________________________________________________
 GC1392* NAD 83(1986)-  36 25 27.     (N)    087 17 18.     (W)     SCALED    
 GC1392* NAVD 88     -       124.255  (meters)     407.66   (feet)  ADJUSTED  
 GC1392  ___________________________________________________________________
 GC1392  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC1392  DYNAMIC HT  -         124.151 (meters)     407.32  (feet)  COMP
 GC1392  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GC1392
 GC1392  VERT ORDER  -  FIRST     CLASS II
 GC1392
 GC1392.The horizontal coordinates were scaled from a topographic map and have
 GC1392.an estimated accuracy of +/- 6 seconds.
 GC1392
 GC1392.The orthometric height was determined by differential leveling
 GC1392.and adjusted by the National Geodetic Survey in June 1991..
 GC1392
 GC1392.The geoid height was determined by GEOID03.
 GC1392
 GC1392.The dynamic height is computed by dividing the NAVD 88
 GC1392.geopotential number by the normal gravity value computed on the
 GC1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1392.degrees latitude (g = 980.6199 gals.).
 GC1392
 GC1392.The modeled gravity was interpolated from observed gravity values.
 GC1392
 GC1392;                    North         East    Units  Estimated Accuracy
 GC1392;SPC TN       -   232,740.      484,470.      MT  (+/- 180 meters Scaled)
 GC1392
 GC1392                          SUPERSEDED SURVEY CONTROL
 GC1392
 GC1392  NGVD 29 (??/??/92)  124.317  (m)          407.86   (f) ADJ UNCH    1 2
 GC1392
 GC1392.Superseded values are not recommended for survey control.
 GC1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1392.See file dsdata.txt to determine how the superseded data were derived.
 GC1392
 GC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF741310(NAD 83)
 GC1392_MARKER: DB = BENCH MARK DISK
 GC1392_SETTING: 66 = SET IN ROCK OUTCROP
 GC1392_SP_SET: ROCK CUT
 GC1392_STAMPING: G 182 1949
 GC1392_MARK LOGO: CGS   
 GC1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1392+STABILITY: POSITION/ELEVATION WELL
 GC1392
 GC1392  HISTORY     - Date     Condition        Report By
 GC1392  HISTORY     - 1949     MONUMENTED       CGS
 GC1392  HISTORY     - 1984     GOOD             NGS
 GC1392
 GC1392                          STATION DESCRIPTION
 GC1392
 GC1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1392'9.7 MI SE FROM CLARKSVILLE.
 GC1392'9.7 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1392'STATION AT CLARKSVILLE, ABOUT 0.5 MILE NORTHWEST OF THE STATION
 GC1392'SIGN HICKORY POINT, 194 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 GC1392'TRESTLE NO. H 46-42, 12 FEET NORTHEAST OF THE NORTHEAST RAIL, 159
 GC1392'FEET SOUTHEAST OF THE NORTHEAST END OF AN 8-INCH PIPE CULVERT
 GC1392'UNDER TRACK, SET VERTICALLY IN THE SOUTH FACE OF A LAYER OF ROCK
 GC1392'AT BOTTOM OF A CUT, ABOUT 4 FEET ABOVE THE TRACK.
 GC1392
 GC1392                          STATION RECOVERY (1984)
 GC1392
 GC1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1392'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
 GC1392'THE MARK IS 1.22 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1117 ***********************************************************************
 GC1117  DESIGNATION -  G 183
 GC1117  PID         -  GC1117
 GC1117  STATE/COUNTY-  TN/MONTGOMERY
 GC1117  USGS QUAD   -  OAK GROVE (1982)
 GC1117
 GC1117                         *CURRENT SURVEY CONTROL
 GC1117  ___________________________________________________________________
 GC1117* NAD 83(1986)-  36 37 57.     (N)    087 25 25.     (W)     SCALED    
 GC1117* NAVD 88     -       165.280  (meters)     542.26   (feet)  ADJUSTED  
 GC1117  ___________________________________________________________________
 GC1117  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1117  DYNAMIC HT  -         165.143 (meters)     541.81  (feet)  COMP
 GC1117  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GC1117
 GC1117  VERT ORDER  -  FIRST     CLASS II
 GC1117
 GC1117.The horizontal coordinates were scaled from a topographic map and have
 GC1117.an estimated accuracy of +/- 6 seconds.
 GC1117
 GC1117.The orthometric height was determined by differential leveling
 GC1117.and adjusted by the National Geodetic Survey in June 1991..
 GC1117
 GC1117.The geoid height was determined by GEOID03.
 GC1117
 GC1117.The dynamic height is computed by dividing the NAVD 88
 GC1117.geopotential number by the normal gravity value computed on the
 GC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1117.degrees latitude (g = 980.6199 gals.).
 GC1117
 GC1117.The modeled gravity was interpolated from observed gravity values.
 GC1117
 GC1117;                    North         East    Units  Estimated Accuracy
 GC1117;SPC TN       -   256,030.      472,670.      MT  (+/- 180 meters Scaled)
 GC1117
 GC1117                          SUPERSEDED SURVEY CONTROL
 GC1117
 GC1117  NGVD 29 (??/??/92)  165.328  (m)          542.41   (f) ADJ UNCH    1 2
 GC1117
 GC1117.Superseded values are not recommended for survey control.
 GC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1117.See file dsdata.txt to determine how the superseded data were derived.
 GC1117
 GC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF621541(NAD 83)
 GC1117_MARKER: DB = BENCH MARK DISK
 GC1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1117_STAMPING: G 183 1949
 GC1117_MARK LOGO: CGS   
 GC1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1117+STABILITY: SURFACE MOTION
 GC1117
 GC1117  HISTORY     - Date     Condition        Report By
 GC1117  HISTORY     - 1949     MONUMENTED       CGS
 GC1117  HISTORY     - 1968     GOOD             NGS
 GC1117  HISTORY     - 1979     GOOD             LOCSUR
 GC1117  HISTORY     - 19970909 MARK NOT FOUND   LOCENG
 GC1117
 GC1117                          STATION DESCRIPTION
 GC1117
 GC1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1117'12 MI N FROM CLARKSVILLE.
 GC1117'12.05 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1117'STATION AT CLARKSVILLE, ABOUT 0.55 MILE SOUTH OF THE
 GC1117'KENTUCKY-TENNESSEE STATE LINE, AT A BLACK TOP ROAD CROSSING,
 GC1117'39.5 FEET WEST OF THE WEST RAIL, 56 FEET SOUTH OF THE CENTER
 GC1117'LINE OF THE BLACK TOP ROAD, 1 FOOT EAST OF THE R/W FENCE LINE,
 GC1117'26 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 GC1117'WITNESS POST, 3 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 GC1117'OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1117
 GC1117                          STATION RECOVERY (1968)
 GC1117
 GC1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1117'RECOVERED IN GOOD CONDITION.
 GC1117
 GC1117                          STATION RECOVERY (1979)
 GC1117
 GC1117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GC1117'RECOVERED IN GOOD CONDITION.
 GC1117
 GC1117                          STATION RECOVERY (1997)
 GC1117
 GC1117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GMK)
 GC1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1115 ***********************************************************************
 FC1115  DESIGNATION -  G 184
 FC1115  PID         -  FC1115
 FC1115  STATE/COUNTY-  TN/HAMILTON
 FC1115  USGS QUAD   -  CHATTANOOGA (1976)
 FC1115
 FC1115                         *CURRENT SURVEY CONTROL
 FC1115  ___________________________________________________________________
 FC1115* NAD 83(1986)-  35 04 26.     (N)    085 15 11.     (W)     SCALED    
 FC1115* NAVD 88     -       208.232  (meters)     683.17   (feet)  ADJUSTED  
 FC1115  ___________________________________________________________________
 FC1115  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1115  DYNAMIC HT  -         208.024 (meters)     682.49  (feet)  COMP
 FC1115  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 FC1115
 FC1115  VERT ORDER  -  FIRST     CLASS II
 FC1115
 FC1115.The horizontal coordinates were scaled from a topographic map and have
 FC1115.an estimated accuracy of +/- 6 seconds.
 FC1115
 FC1115.The orthometric height was determined by differential leveling
 FC1115.and adjusted by the National Geodetic Survey in June 1991..
 FC1115
 FC1115.The geoid height was determined by GEOID03.
 FC1115
 FC1115.The dynamic height is computed by dividing the NAVD 88
 FC1115.geopotential number by the normal gravity value computed on the
 FC1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1115.degrees latitude (g = 980.6199 gals.).
 FC1115
 FC1115.The modeled gravity was interpolated from observed gravity values.
 FC1115
 FC1115;                    North         East    Units  Estimated Accuracy
 FC1115;SPC TN       -    82,430.      668,130.      MT  (+/- 180 meters Scaled)
 FC1115
 FC1115                          SUPERSEDED SURVEY CONTROL
 FC1115
 FC1115  NGVD 29 (??/??/92)  208.271  (m)          683.30   (f) ADJ UNCH    1 2
 FC1115
 FC1115.Superseded values are not recommended for survey control.
 FC1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1115.See file dsdata.txt to determine how the superseded data were derived.
 FC1115
 FC1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD592826(NAD 83)
 FC1115_MARKER: DB = BENCH MARK DISK
 FC1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1115_STAMPING: G 184 1950
 FC1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1115+STABILITY: SURFACE MOTION
 FC1115
 FC1115  HISTORY     - Date     Condition        Report By
 FC1115  HISTORY     - 1950     MONUMENTED       CGS
 FC1115  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1115
 FC1115                          STATION DESCRIPTION
 FC1115
 FC1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1115'AT BOYCE.
 FC1115'AT BOYCE, ALONG THE SOUTHERN RAILWAY, 105 FEET SOUTHWEST OF THE
 FC1115'SOUTH CORNER OF THE STATION, AT THE SOUTH CORNER OF A SMALL PARK,
 FC1115'50 FEET EAST OF THE CENTER OF THE CROSSING OF WILDER STREET AND
 FC1115'THE NORTHEAST BOUND TRACK, 31 1/2 FEET NORTH OF THE CENTER OF THE
 FC1115'CROSSING OF WILDER STREET AND THE NASHVILLE, CHATTANOOGA AND
 FC1115'ST. LOUIS RAILWAY, 30 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 FC1115'THE SOUTHERN RAILWAY, 15 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 FC1115'THE N.C. AND ST. L. RY., 31 FEET NORTHEAST OF THE CENTER LINE
 FC1115'OF WILDER STREET, 2 FEET WEST OF A FENCE CORNER, ABOUT 1 FOOT
 FC1115'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1115'3 INCHES.  NOTE-- THE OLD STATION HAS BEEN TORN DOWN AND A VIADUCT
 FC1115'BUILT ON WILDER STREET.  THE MARK IS PROBABLY DESTROYED.
 FC1115
 FC1115                          STATION RECOVERY (1958)
 FC1115
 FC1115'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0289 ***********************************************************************
 FD0289  DESIGNATION -  G 185
 FD0289  PID         -  FD0289
 FD0289  STATE/COUNTY-  TN/MARSHALL
 FD0289  USGS QUAD   -  LEWISBURG (1981)
 FD0289
 FD0289                         *CURRENT SURVEY CONTROL
 FD0289  ___________________________________________________________________
 FD0289* NAD 83(1986)-  35 29 46.     (N)    086 50 22.     (W)     SCALED    
 FD0289* NAVD 88     -       246.770  (meters)     809.61   (feet)  ADJUSTED  
 FD0289  ___________________________________________________________________
 FD0289  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0289  DYNAMIC HT  -         246.550 (meters)     808.89  (feet)  COMP
 FD0289  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FD0289
 FD0289  VERT ORDER  -  FIRST     CLASS II
 FD0289
 FD0289.The horizontal coordinates were scaled from a topographic map and have
 FD0289.an estimated accuracy of +/- 6 seconds.
 FD0289
 FD0289.The orthometric height was determined by differential leveling
 FD0289.and adjusted by the National Geodetic Survey in June 1991..
 FD0289
 FD0289.The geoid height was determined by GEOID03.
 FD0289
 FD0289.The dynamic height is computed by dividing the NAVD 88
 FD0289.geopotential number by the normal gravity value computed on the
 FD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0289.degrees latitude (g = 980.6199 gals.).
 FD0289
 FD0289.The modeled gravity was interpolated from observed gravity values.
 FD0289
 FD0289;                    North         East    Units  Estimated Accuracy
 FD0289;SPC TN       -   129,340.      523,840.      MT  (+/- 180 meters Scaled)
 FD0289
 FD0289                          SUPERSEDED SURVEY CONTROL
 FD0289
 FD0289  NGVD 29 (??/??/92)  246.746  (m)          809.53   (f) ADJ UNCH    1 2
 FD0289
 FD0289.Superseded values are not recommended for survey control.
 FD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0289.See file dsdata.txt to determine how the superseded data were derived.
 FD0289
 FD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145280(NAD 83)
 FD0289_MARKER: DB = BENCH MARK DISK
 FD0289_SETTING: 66 = SET IN ROCK OUTCROP
 FD0289_SP_SET: ROCK OUTCROP
 FD0289_STAMPING: G 185 1949
 FD0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0289+STABILITY: POSITION/ELEVATION WELL
 FD0289
 FD0289  HISTORY     - Date     Condition        Report By
 FD0289  HISTORY     - 1949     MONUMENTED       CGS
 FD0289
 FD0289                          STATION DESCRIPTION
 FD0289
 FD0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0289'3.6 MI SE FROM BRYANT.
 FD0289'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0289'SCHOOL AT BRYANT, THENCE ABOUT 2.1 MILES EAST ALONG A GRAVEL
 FD0289'ROAD, THENCE ABOUT 0.25 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT
 FD0289'0.25 MILE SOUTH OF THE SOUTH BERLIN PRESBYTERIAN CHURCH, AT
 FD0289'A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND NORTHWEST,
 FD0289'SET IN THE TOP OF A LARGE OUTCROP OF ROCK, ABOUT 130 FEET
 FD0289'SOUTH OF THE CENTER OF THE CURVE, 106 FEET NORTH-NORTHEAST
 FD0289'OF A FENCE CORNER, 35 1/2 FEET EAST OF THE CENTER LINE OF THE
 FD0289'ROAD, 25 FEET EAST OF THE FENCE LINE, 9 1/2 FEET SOUTH-SOUTHEAST
 FD0289'OF A TRIANGULAR BLAZED 12-INCH CEDAR TREE, 2 FEET WEST OF THE
 FD0289'EAST EDGE OF THE ROAD AND ABOUT 2 FEET BELOW THE ROAD.  NOTE-- MARK
 FD0289'MAY BE REACHED FROM LEWISBURG, MARSHALL COUNTY BY GOING ABOUT
 FD0289'2.35 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0289'GRAMMAR SCHOOL AT LEWISBURG, THENCE ABOUT 2.5 MILES NORTHWEST
 FD0289'ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0048 ***********************************************************************
 FD0048  DESIGNATION -  G 186
 FD0048  PID         -  FD0048
 FD0048  STATE/COUNTY-  TN/RUTHERFORD
 FD0048  USGS QUAD   -  WALTERHILL (1998)
 FD0048
 FD0048                         *CURRENT SURVEY CONTROL
 FD0048  ___________________________________________________________________
 FD0048* NAD 83(1986)-  35 55 03.     (N)    086 28 19.     (W)     SCALED    
 FD0048* NAVD 88     -       172.602  (meters)     566.28   (feet)  ADJUSTED  
 FD0048  ___________________________________________________________________
 FD0048  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0048  DYNAMIC HT  -         172.452 (meters)     565.79  (feet)  COMP
 FD0048  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FD0048
 FD0048  VERT ORDER  -  FIRST     CLASS II
 FD0048
 FD0048.The horizontal coordinates were scaled from a topographic map and have
 FD0048.an estimated accuracy of +/- 6 seconds.
 FD0048
 FD0048.The orthometric height was determined by differential leveling
 FD0048.and adjusted by the National Geodetic Survey in June 1991..
 FD0048
 FD0048.The geoid height was determined by GEOID03.
 FD0048
 FD0048.The dynamic height is computed by dividing the NAVD 88
 FD0048.geopotential number by the normal gravity value computed on the
 FD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0048.degrees latitude (g = 980.6199 gals.).
 FD0048
 FD0048.The modeled gravity was interpolated from observed gravity values.
 FD0048
 FD0048;                    North         East    Units  Estimated Accuracy
 FD0048;SPC TN       -   175,870.      557,410.      MT  (+/- 180 meters Scaled)
 FD0048
 FD0048                          SUPERSEDED SURVEY CONTROL
 FD0048
 FD0048  NGVD 29 (??/??/92)  172.618  (m)          566.33   (f) ADJ UNCH    1 2
 FD0048
 FD0048.Superseded values are not recommended for survey control.
 FD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0048.See file dsdata.txt to determine how the superseded data were derived.
 FD0048
 FD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE476749(NAD 83)
 FD0048_MARKER: DB = BENCH MARK DISK
 FD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0048_STAMPING: G 186 1949
 FD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0048+STABILITY: SURFACE MOTION
 FD0048
 FD0048  HISTORY     - Date     Condition        Report By
 FD0048  HISTORY     - 1949     MONUMENTED       CGS
 FD0048  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0048
 FD0048                          STATION DESCRIPTION
 FD0048
 FD0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0048'5.8 MI SE FROM SMYRNA.
 FD0048'5.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0048'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.8 MILE
 FD0048'SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF U.S. HIGHWAY 70S
 FD0048'AND THE ENTRANCE ROAD TO THE SKY HARBOR AIRPORT, 107 FEET
 FD0048'SOUTHEAST OF POWER POLE NO. 29-351, 58 1/2 FEET NORTHEAST OF
 FD0048'THE CENTER LINE OF THE HIGHWAY, 68 FEET WEST-NORTHWEST AND
 FD0048'ACROSS THE ENTRANCE ROAD FROM THE SOUTHWEST CORNER OF A SERVICE
 FD0048'STATION, 32 FEET WEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 1
 FD0048'FOOT SOUTHWEST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 FD0048'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 FD0048'OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0048
 FD0048                          STATION RECOVERY (2001)
 FD0048
 FD0048'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 FD0048'MARK WAS LOCATED AT AN AIRPORT WHICH NO LONGER EXISTS. ALL EVIDENCE OF
 FD0048'AIRFIELD AND ASSOCIATED STRUCTURES HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0410 ***********************************************************************
 GC0410  DESIGNATION -  G 187
 GC0410  PID         -  GC0410
 GC0410  STATE/COUNTY-  TN/DAVIDSON
 GC0410  USGS QUAD   -  ANTIOCH (1983)
 GC0410
 GC0410                         *CURRENT SURVEY CONTROL
 GC0410  ___________________________________________________________________
 GC0410* NAD 83(1986)-  36 04 28.     (N)    086 40 47.     (W)     SCALED    
 GC0410* NAVD 88     -       150.319  (meters)     493.17   (feet)  ADJUSTED  
 GC0410  ___________________________________________________________________
 GC0410  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0410  DYNAMIC HT  -         150.189 (meters)     492.75  (feet)  COMP
 GC0410  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0410
 GC0410  VERT ORDER  -  FIRST     CLASS II
 GC0410
 GC0410.The horizontal coordinates were scaled from a topographic map and have
 GC0410.an estimated accuracy of +/- 6 seconds.
 GC0410
 GC0410.The orthometric height was determined by differential leveling
 GC0410.and adjusted by the National Geodetic Survey in June 1991..
 GC0410
 GC0410.The geoid height was determined by GEOID03.
 GC0410
 GC0410.The dynamic height is computed by dividing the NAVD 88
 GC0410.geopotential number by the normal gravity value computed on the
 GC0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0410.degrees latitude (g = 980.6199 gals.).
 GC0410
 GC0410.The modeled gravity was interpolated from observed gravity values.
 GC0410
 GC0410;                    North         East    Units  Estimated Accuracy
 GC0410;SPC TN       -   193,390.      538,780.      MT  (+/- 180 meters Scaled)
 GC0410
 GC0410                          SUPERSEDED SURVEY CONTROL
 GC0410
 GC0410  NGVD 29 (??/??/92)  150.343  (m)          493.25   (f) ADJ UNCH    1 2
 GC0410
 GC0410.Superseded values are not recommended for survey control.
 GC0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0410.See file dsdata.txt to determine how the superseded data were derived.
 GC0410
 GC0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE288922(NAD 83)
 GC0410_MARKER: DB = BENCH MARK DISK
 GC0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0410_SP_SET: BRIDGE
 GC0410_STAMPING: G 187 1949
 GC0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0410
 GC0410  HISTORY     - Date     Condition        Report By
 GC0410  HISTORY     - 1949     MONUMENTED       CGS
 GC0410
 GC0410                          STATION DESCRIPTION
 GC0410
 GC0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0410'1.2 MI NW FROM ANTIOCH.
 GC0410'1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC0410'ST. LOUIS RAILWAY FROM THE STATION AT ANTIOCH, SET IN THE TOP
 GC0410'OF THE NORTHEAST END OF THE NORTHWEST STONE ABUTMENT OF RAILROAD
 GC0410'BRIDGE NO. 8.6 OVER MILL CREEK, 4 1/2 FEET NORTHEAST OF THE NORTHEAST
 GC0410'RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0385 ***********************************************************************
 GC0385  DESIGNATION -  G 188
 GC0385  PID         -  GC0385
 GC0385  STATE/COUNTY-  TN/DAVIDSON
 GC0385  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0385
 GC0385                         *CURRENT SURVEY CONTROL
 GC0385  ___________________________________________________________________
 GC0385* NAD 83(1986)-  36 10 48.     (N)    086 48 40.     (W)     SCALED    
 GC0385* NAVD 88     -       132.518  (meters)     434.77   (feet)  ADJUSTED  
 GC0385  ___________________________________________________________________
 GC0385  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0385  DYNAMIC HT  -         132.404 (meters)     434.40  (feet)  COMP
 GC0385  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GC0385
 GC0385  VERT ORDER  -  FIRST     CLASS II
 GC0385
 GC0385.The horizontal coordinates were scaled from a topographic map and have
 GC0385.an estimated accuracy of +/- 6 seconds.
 GC0385
 GC0385.The orthometric height was determined by differential leveling
 GC0385.and adjusted by the National Geodetic Survey in June 1991..
 GC0385.WARNING-Repeat measurements at this control monument indicate possible
 GC0385.vertical movement.
 GC0385
 GC0385.The geoid height was determined by GEOID03.
 GC0385
 GC0385.The dynamic height is computed by dividing the NAVD 88
 GC0385.geopotential number by the normal gravity value computed on the
 GC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0385.degrees latitude (g = 980.6199 gals.).
 GC0385
 GC0385.The modeled gravity was interpolated from observed gravity values.
 GC0385
 GC0385;                    North         East    Units  Estimated Accuracy
 GC0385;SPC TN       -   205,190.      527,040.      MT  (+/- 180 meters Scaled)
 GC0385
 GC0385                          SUPERSEDED SURVEY CONTROL
 GC0385
 GC0385  NGVD 29 (??/??/92)  132.577  (m)          434.96   (f) ADJ UNCH    1 2
 GC0385
 GC0385.Superseded values are not recommended for survey control.
 GC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0385.See file dsdata.txt to determine how the superseded data were derived.
 GC0385
 GC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF169039(NAD 83)
 GC0385_MARKER: DB = BENCH MARK DISK
 GC0385_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC0385_STAMPING: G 188 1949
 GC0385_MARK LOGO: CGS   
 GC0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0385
 GC0385  HISTORY     - Date     Condition        Report By
 GC0385  HISTORY     - 1949     MONUMENTED       CGS
 GC0385  HISTORY     - 1984     GOOD             NGS
 GC0385  HISTORY     - 19870808 GOOD             LOCSUR
 GC0385
 GC0385                          STATION DESCRIPTION
 GC0385
 GC0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0385'AT NASHVILLE.
 GC0385'AT NASHVILLE, AT THE INTERSECTION OF 18TH AVENUE NORTH AND BUCHANAN
 GC0385'STREET, IN THE NORTHWEST QUARTER OF THE INTERSECTION, SET VERTICALLY
 GC0385'IN THE SOUTH FACE OF A TEXACO SERVICE STATION, 0.8 FOOT WEST OF THE
 GC0385'SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 1 FOOT ABOVE THE GROUND.
 GC0385
 GC0385                          STATION RECOVERY (1984)
 GC0385
 GC0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0385'RECOVERED IN GOOD CONDITION.  NOTE, GAS STATION IS NOW E.D.S. FISH AND
 GC0385'PIZZA PLACE.
 GC0385
 GC0385                          STATION RECOVERY (1987)
 GC0385
 GC0385'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1919 ***********************************************************************
 FB1919  DESIGNATION -  G 189
 FB1919  PID         -  FB1919
 FB1919  STATE/COUNTY-  TN/KNOX
 FB1919  USGS QUAD   -  KNOXVILLE (1978)
 FB1919
 FB1919                         *CURRENT SURVEY CONTROL
 FB1919  ___________________________________________________________________
 FB1919* NAD 83(1986)-  35 58 18.     (N)    083 55 37.     (W)     SCALED    
 FB1919* NAVD 88     -       270.387  (meters)     887.09   (feet)  ADJUSTED  
 FB1919  ___________________________________________________________________
 FB1919  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1919  DYNAMIC HT  -         270.138 (meters)     886.28  (feet)  COMP
 FB1919  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FB1919
 FB1919  VERT ORDER  -  FIRST     CLASS I
 FB1919
 FB1919.The horizontal coordinates were scaled from a topographic map and have
 FB1919.an estimated accuracy of +/- 6 seconds.
 FB1919
 FB1919.The orthometric height was determined by differential leveling
 FB1919.and adjusted by the National Geodetic Survey in June 1991..
 FB1919
 FB1919.The geoid height was determined by GEOID03.
 FB1919
 FB1919.The dynamic height is computed by dividing the NAVD 88
 FB1919.geopotential number by the normal gravity value computed on the
 FB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1919.degrees latitude (g = 980.6199 gals.).
 FB1919
 FB1919.The modeled gravity was interpolated from observed gravity values.
 FB1919
 FB1919;                    North         East    Units  Estimated Accuracy
 FB1919;SPC TN       -   183,750.      786,960.      MT  (+/- 180 meters Scaled)
 FB1919
 FB1919                          SUPERSEDED SURVEY CONTROL
 FB1919
 FB1919  NGVD 29 (??/??/92)  270.521  (m)          887.53   (f) ADJ UNCH    1 1
 FB1919
 FB1919.Superseded values are not recommended for survey control.
 FB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1919.See file dsdata.txt to determine how the superseded data were derived.
 FB1919
 FB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360847(NAD 83)
 FB1919_MARKER: DB = BENCH MARK DISK
 FB1919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1919_SP_SET: PIER
 FB1919_STAMPING: G 189 1950
 FB1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1919+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1919
 FB1919  HISTORY     - Date     Condition        Report By
 FB1919  HISTORY     - 1950     MONUMENTED       CGS
 FB1919  HISTORY     - 1967     GOOD             NGS
 FB1919  HISTORY     - 20010323 GOOD             USPSQD
 FB1919  HISTORY     - 20060112 GOOD             USPSQD
 FB1919
 FB1919                          STATION DESCRIPTION
 FB1919
 FB1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1919'AT KNOXVILLE.
 FB1919'AT KNOXVILLE, ABOUT 0.4 MILE NORTHWEST ALONG THE SOUTHERN
 FB1919'RAILWAY FROM THE STATION, SET VERTICALLY IN THE WEST FACE OF THE
 FB1919'SOUTH LEG OF THE FIRST PIER EAST OF THE TRACK FOR THE 5TH AVENUE
 FB1919'OVERPASS OVER THE TRACKS, 6 FEET EAST OF THE EAST RAIL OF THE EAST
 FB1919'ONE OF THREE TRACKS, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 FB1919'THE TRACK.
 FB1919
 FB1919                          STATION RECOVERY (2001)
 FB1919
 FB1919'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1919'RECOVERED IN GOOD CONDITION.
 FB1919
 FB1919                          STATION RECOVERY (2006)
 FB1919
 FB1919'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0054 ***********************************************************************
 FE0054  DESIGNATION -  G 19
 FE0054  PID         -  FE0054
 FE0054  STATE/COUNTY-  TN/CARROLL
 FE0054  USGS QUAD   -  YUMA (1986)
 FE0054
 FE0054                         *CURRENT SURVEY CONTROL
 FE0054  ___________________________________________________________________
 FE0054* NAD 83(1986)-  35 52 12.     (N)    088 19 16.     (W)     SCALED    
 FE0054* NAVD 88     -       133.541  (meters)     438.13   (feet)  ADJUSTED  
 FE0054  ___________________________________________________________________
 FE0054  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE0054  DYNAMIC HT  -         133.425 (meters)     437.75  (feet)  COMP
 FE0054  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0054
 FE0054  VERT ORDER  -  FIRST     CLASS II
 FE0054
 FE0054.The horizontal coordinates were scaled from a topographic map and have
 FE0054.an estimated accuracy of +/- 6 seconds.
 FE0054
 FE0054.The orthometric height was determined by differential leveling
 FE0054.and adjusted by the National Geodetic Survey in June 1991..
 FE0054
 FE0054.The geoid height was determined by GEOID03.
 FE0054
 FE0054.The dynamic height is computed by dividing the NAVD 88
 FE0054.geopotential number by the normal gravity value computed on the
 FE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0054.degrees latitude (g = 980.6199 gals.).
 FE0054
 FE0054.The modeled gravity was interpolated from observed gravity values.
 FE0054
 FE0054;                    North         East    Units  Estimated Accuracy
 FE0054;SPC TN       -   172,980.      390,410.      MT  (+/- 180 meters Scaled)
 FE0054
 FE0054                          SUPERSEDED SURVEY CONTROL
 FE0054
 FE0054  NGVD 29 (??/??/??)  133.563  (m)          438.20   (f) ADJUSTED    1 2
 FE0054
 FE0054.Superseded values are not recommended for survey control.
 FE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0054.See file dsdata.txt to determine how the superseded data were derived.
 FE0054
 FE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE807703(NAD 83)
 FE0054_MARKER: DB = BENCH MARK DISK
 FE0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0054_SP_SET: CONCRETE FIREWALL
 FE0054_STAMPING: 438.359 G 19 1934
 FE0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0054
 FE0054  HISTORY     - Date     Condition        Report By
 FE0054  HISTORY     - 1934     MONUMENTED       CGS
 FE0054  HISTORY     - 1935     GOOD             CGS
 FE0054  HISTORY     - 1972     GOOD             TVA
 FE0054
 FE0054                          STATION DESCRIPTION
 FE0054
 FE0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0054'1.9 MI S FROM WESTPORT.
 FE0054'1.9 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0054'RAILWAY FROM THE STATION AT WESTPORT, CARROLL COUNTY, 10-1/2
 FE0054'POLES SOUTH OF MILEPOST 100, 300 FEET NORTH OF BIG SANDY RIVER
 FE0054'CHANNEL, OPPOSITE SURVEY STATION 5283+35, NEAR THE MIDDLE OF THE
 FE0054'SOUTH TRESTLE APPROACH TO TRESTLE 100.2, AND IN THE TOP OF THE
 FE0054'EAST END OF THE CONCRETE FIREWALL.  A STANDARD DISK, STAMPED
 FE0054'438.359 G 19 1934.  NOTE-- 7.80 E OF CENTERLINE L AND NRR.
 FE0054
 FE0054                          STATION RECOVERY (1972)
 FE0054
 FE0054'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0486 ***********************************************************************
 GB0486  DESIGNATION -  G 190
 GB0486  PID         -  GB0486
 GB0486  STATE/COUNTY-  TN/ANDERSON
 GB0486  USGS QUAD   -  CLINTON (1990)
 GB0486
 GB0486                         *CURRENT SURVEY CONTROL
 GB0486  ___________________________________________________________________
 GB0486* NAD 83(1986)-  36 05 00.     (N)    084 07 47.     (W)     SCALED    
 GB0486* NAVD 88     -       254.810  (meters)     835.99   (feet)  ADJUSTED  
 GB0486  ___________________________________________________________________
 GB0486  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB0486  DYNAMIC HT  -         254.577 (meters)     835.22  (feet)  COMP
 GB0486  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GB0486
 GB0486  VERT ORDER  -  FIRST     CLASS I
 GB0486
 GB0486.The horizontal coordinates were scaled from a topographic map and have
 GB0486.an estimated accuracy of +/- 6 seconds.
 GB0486
 GB0486.The orthometric height was determined by differential leveling
 GB0486.and adjusted by the National Geodetic Survey in June 1991..
 GB0486
 GB0486.The geoid height was determined by GEOID03.
 GB0486
 GB0486.The dynamic height is computed by dividing the NAVD 88
 GB0486.geopotential number by the normal gravity value computed on the
 GB0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0486.degrees latitude (g = 980.6199 gals.).
 GB0486
 GB0486.The modeled gravity was interpolated from observed gravity values.
 GB0486
 GB0486;                    North         East    Units  Estimated Accuracy
 GB0486;SPC TN       -   195,770.      768,440.      MT  (+/- 180 meters Scaled)
 GB0486
 GB0486                          SUPERSEDED SURVEY CONTROL
 GB0486
 GB0486  NGVD 29 (??/??/92)  254.944  (m)          836.43   (f) ADJ UNCH    1 1
 GB0486
 GB0486.Superseded values are not recommended for survey control.
 GB0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0486.See file dsdata.txt to determine how the superseded data were derived.
 GB0486
 GB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584970(NAD 83)
 GB0486_MARKER: DB = BENCH MARK DISK
 GB0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0486_STAMPING: G 190 1950
 GB0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0486+STABILITY: SURFACE MOTION
 GB0486
 GB0486  HISTORY     - Date     Condition        Report By
 GB0486  HISTORY     - 1950     MONUMENTED       CGS
 GB0486  HISTORY     - 1967     GOOD             NGS
 GB0486
 GB0486                          STATION DESCRIPTION
 GB0486
 GB0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0486'1.5 MI S FROM CLINTON.
 GB0486'ABOUT 1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0486'STATION AT CLINTON, ABOUT 0.35 MILE NORTH OF MILEPOST 19,
 GB0486'50 1/2 FEET NORTH OF THE CENTER OF THE CROSSING OF YARNELL ROAD,
 GB0486'33 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 32 FEET
 GB0486'NORTH OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE
 GB0486'ROAD, 21.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.1 FEET
 GB0486'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 GB0486'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GB0486'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0848 ***********************************************************************
 GB0848  DESIGNATION -  G 191
 GB0848  PID         -  GB0848
 GB0848  STATE/COUNTY-  TN/MORGAN
 GB0848  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0848
 GB0848                         *CURRENT SURVEY CONTROL
 GB0848  ___________________________________________________________________
 GB0848* NAD 83(1986)-  36 02 15.     (N)    084 35 08.     (W)     SCALED    
 GB0848* NAVD 88     -       254.999  (meters)     836.61   (feet)  ADJUSTED  
 GB0848  ___________________________________________________________________
 GB0848  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB0848  DYNAMIC HT  -         254.768 (meters)     835.85  (feet)  COMP
 GB0848  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GB0848
 GB0848  VERT ORDER  -  FIRST     CLASS I
 GB0848
 GB0848.The horizontal coordinates were scaled from a topographic map and have
 GB0848.an estimated accuracy of +/- 6 seconds.
 GB0848
 GB0848.The orthometric height was determined by differential leveling
 GB0848.and adjusted by the National Geodetic Survey in June 1991..
 GB0848
 GB0848.The geoid height was determined by GEOID03.
 GB0848
 GB0848.The dynamic height is computed by dividing the NAVD 88
 GB0848.geopotential number by the normal gravity value computed on the
 GB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0848.degrees latitude (g = 980.6199 gals.).
 GB0848
 GB0848.The modeled gravity was interpolated from observed gravity values.
 GB0848
 GB0848;                    North         East    Units  Estimated Accuracy
 GB0848;SPC TN       -   190,000.      727,460.      MT  (+/- 180 meters Scaled)
 GB0848
 GB0848                          SUPERSEDED SURVEY CONTROL
 GB0848
 GB0848  NGVD 29 (??/??/92)  255.115  (m)          836.99   (f) ADJ UNCH    1 1
 GB0848
 GB0848.Superseded values are not recommended for survey control.
 GB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0848.See file dsdata.txt to determine how the superseded data were derived.
 GB0848
 GB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE175908(NAD 83)
 GB0848_MARKER: DB = BENCH MARK DISK
 GB0848_SETTING: 66 = SET IN ROCK OUTCROP
 GB0848_SP_SET: ROCK CUT
 GB0848_STAMPING: G 191 1950
 GB0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0848+STABILITY: POSITION/ELEVATION WELL
 GB0848
 GB0848  HISTORY     - Date     Condition        Report By
 GB0848  HISTORY     - 1950     MONUMENTED       CGS
 GB0848  HISTORY     - 1968     GOOD             NGS
 GB0848
 GB0848                          STATION DESCRIPTION
 GB0848
 GB0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0848'4 MI NW FROM OAKDALE.
 GB0848'ABOUT 3.95 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0848'STATION AT OAKDALE, 0.35 MILE SOUTHEAST OF MILEPOST 250, SET
 GB0848'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST ROCK WALL OF A
 GB0848'CUT FOR THE RAILROAD, 7 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 GB0848'THE NORTHEAST TRACK, 116 FEET NORTHWEST OF THE NORTHWEST END OF A
 GB0848'CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT
 GB0848'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1064 ***********************************************************************
 FC1064  DESIGNATION -  G 192
 FC1064  PID         -  FC1064
 FC1064  STATE/COUNTY-  TN/RHEA
 FC1064  USGS QUAD   -  GRAYSVILLE (1990)
 FC1064
 FC1064                         *CURRENT SURVEY CONTROL
 FC1064  ___________________________________________________________________
 FC1064* NAD 83(1986)-  35 28 28.     (N)    085 02 02.     (W)     SCALED    
 FC1064* NAVD 88     -       227.765  (meters)     747.26   (feet)  ADJUSTED  
 FC1064  ___________________________________________________________________
 FC1064  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1064  DYNAMIC HT  -         227.547 (meters)     746.54  (feet)  COMP
 FC1064  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 FC1064
 FC1064  VERT ORDER  -  FIRST     CLASS II
 FC1064
 FC1064.The horizontal coordinates were scaled from a topographic map and have
 FC1064.an estimated accuracy of +/- 6 seconds.
 FC1064
 FC1064.The orthometric height was determined by differential leveling
 FC1064.and adjusted by the National Geodetic Survey in June 1991..
 FC1064
 FC1064.The geoid height was determined by GEOID03.
 FC1064
 FC1064.The dynamic height is computed by dividing the NAVD 88
 FC1064.geopotential number by the normal gravity value computed on the
 FC1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1064.degrees latitude (g = 980.6199 gals.).
 FC1064
 FC1064.The modeled gravity was interpolated from observed gravity values.
 FC1064
 FC1064;                    North         East    Units  Estimated Accuracy
 FC1064;SPC TN       -   127,040.      687,680.      MT  (+/- 180 meters Scaled)
 FC1064
 FC1064                          SUPERSEDED SURVEY CONTROL
 FC1064
 FC1064  NGVD 29 (??/??/92)  227.835  (m)          747.49   (f) ADJ UNCH    1 2
 FC1064
 FC1064.Superseded values are not recommended for survey control.
 FC1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1064.See file dsdata.txt to determine how the superseded data were derived.
 FC1064
 FC1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE783274(NAD 83)
 FC1064_MARKER: DB = BENCH MARK DISK
 FC1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1064_STAMPING: G 192 1950
 FC1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1064+STABILITY: SURFACE MOTION
 FC1064
 FC1064  HISTORY     - Date     Condition        Report By
 FC1064  HISTORY     - 1950     MONUMENTED       CGS
 FC1064  HISTORY     - 1972     GOOD             TVA
 FC1064
 FC1064                          STATION DESCRIPTION
 FC1064
 FC1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1064'1.8 MI SW FROM DAYTON.
 FC1064'ABOUT 1.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1064'STATION AT DAYTON, AT A PRIVATE ROAD CROSSING, 48 FEET SOUTHEAST
 FC1064'OF THE SOUTHEAST RAIL, 60 FEET SOUTH OF THE CENTER OF THE CROSSING,
 FC1064'1 FOOT NORTHWEST OF A FENCE LINE, 15 FEET EAST OF A TELEPHONE
 FC1064'POLE, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD,
 FC1064'1 FOOT NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 3 FEET
 FC1064'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1064'4 INCHES.
 FC1064
 FC1064                          STATION RECOVERY (1972)
 FC1064
 FC1064'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0173 ***********************************************************************
 FC0173  DESIGNATION -  G 193
 FC0173  PID         -  FC0173
 FC0173  STATE/COUNTY-  TN/MONROE
 FC0173  USGS QUAD   -  SWEETWATER (1989)
 FC0173
 FC0173                         *CURRENT SURVEY CONTROL
 FC0173  ___________________________________________________________________
 FC0173* NAD 83(1986)-  35 36 02.     (N)    084 28 35.     (W)     SCALED    
 FC0173* NAVD 88     -       309.507  (meters)    1015.44   (feet)  ADJUSTED  
 FC0173  ___________________________________________________________________
 FC0173  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0173  DYNAMIC HT  -         309.206 (meters)    1014.45  (feet)  COMP
 FC0173  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC0173
 FC0173  VERT ORDER  -  FIRST     CLASS II
 FC0173
 FC0173.The horizontal coordinates were scaled from a topographic map and have
 FC0173.an estimated accuracy of +/- 6 seconds.
 FC0173
 FC0173.The orthometric height was determined by differential leveling
 FC0173.and adjusted by the National Geodetic Survey in June 1991..
 FC0173
 FC0173.The geoid height was determined by GEOID03.
 FC0173
 FC0173.The dynamic height is computed by dividing the NAVD 88
 FC0173.geopotential number by the normal gravity value computed on the
 FC0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0173.degrees latitude (g = 980.6199 gals.).
 FC0173
 FC0173.The modeled gravity was interpolated from observed gravity values.
 FC0173
 FC0173;                    North         East    Units  Estimated Accuracy
 FC0173;SPC TN       -   141,670.      738,050.      MT  (+/- 180 meters Scaled)
 FC0173
 FC0173                          SUPERSEDED SURVEY CONTROL
 FC0173
 FC0173  NGVD 29 (??/??/92)  309.586  (m)         1015.70   (f) ADJ UNCH    1 2
 FC0173
 FC0173.Superseded values are not recommended for survey control.
 FC0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0173.See file dsdata.txt to determine how the superseded data were derived.
 FC0173
 FC0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE286425(NAD 83)
 FC0173_MARKER: DB = BENCH MARK DISK
 FC0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0173_STAMPING: G 193 1950
 FC0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0173+STABILITY: SURFACE MOTION
 FC0173
 FC0173  HISTORY     - Date     Condition        Report By
 FC0173  HISTORY     - 1950     MONUMENTED       CGS
 FC0173
 FC0173                          STATION DESCRIPTION
 FC0173
 FC0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0173'AT SWEETWATER.
 FC0173'AT SWEETWATER, ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 68 FROM
 FC0173'THE JUNCTION OF U.S. HIGHWAY 11, AT THE SOUTHEAST CORNER OF THE
 FC0173'WESTVIEW CEMETERY, 65 FEET NORTH OF THE CENTER LINE OF THE
 FC0173'HIGHWAY, 47 FEET NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY,
 FC0173'2 FEET EAST OF LINE BETWEEN CEMETERY AND A LARGE PLAY GROUND
 FC0173'PARK, 36 FEET NORTHEAST OF THE CENTER LINE OF A BLACK TOP DRIVE
 FC0173'INTO CEMETERY, 76.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FC0173'DENTON TOMBSTONE, 52 FEET EAST-SOUTHEAST OF THE SOUTH END OF
 FC0173'PRESLEY TOMBSTONE, 1 1/2 FEET EAST OF A T.V.A. STEEL WITNESS
 FC0173'POST, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 FC0173'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0660 ***********************************************************************
 FC0660  DESIGNATION -  G 194
 FC0660  PID         -  FC0660
 FC0660  STATE/COUNTY-  TN/ROANE
 FC0660  USGS QUAD   -  ROCKWOOD (1980)
 FC0660
 FC0660                         *CURRENT SURVEY CONTROL
 FC0660  ___________________________________________________________________
 FC0660* NAD 83(1986)-  35 49 28.     (N)    084 43 25.     (W)     SCALED    
 FC0660* NAVD 88     -       245.155  (meters)     804.31   (feet)  ADJUSTED  
 FC0660  ___________________________________________________________________
 FC0660  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0660  DYNAMIC HT  -         244.923 (meters)     803.55  (feet)  COMP
 FC0660  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FC0660
 FC0660  VERT ORDER  -  FIRST     CLASS II
 FC0660
 FC0660.The horizontal coordinates were scaled from a topographic map and have
 FC0660.an estimated accuracy of +/- 6 seconds.
 FC0660
 FC0660.The orthometric height was determined by differential leveling
 FC0660.and adjusted by the National Geodetic Survey in June 1991..
 FC0660
 FC0660.The geoid height was determined by GEOID03.
 FC0660
 FC0660.The dynamic height is computed by dividing the NAVD 88
 FC0660.geopotential number by the normal gravity value computed on the
 FC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0660.degrees latitude (g = 980.6199 gals.).
 FC0660
 FC0660.The modeled gravity was interpolated from observed gravity values.
 FC0660
 FC0660;                    North         East    Units  Estimated Accuracy
 FC0660;SPC TN       -   166,190.      715,330.      MT  (+/- 180 meters Scaled)
 FC0660
 FC0660                          SUPERSEDED SURVEY CONTROL
 FC0660
 FC0660  NGVD 29 (??/??/92)  245.249  (m)          804.62   (f) ADJ UNCH    1 2
 FC0660
 FC0660.Superseded values are not recommended for survey control.
 FC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0660.See file dsdata.txt to determine how the superseded data were derived.
 FC0660
 FC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE056668(NAD 83)
 FC0660_MARKER: DB = BENCH MARK DISK
 FC0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0660_STAMPING: G 194 1950
 FC0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0660+STABILITY: SURFACE MOTION
 FC0660
 FC0660  HISTORY     - Date     Condition        Report By
 FC0660  HISTORY     - 1950     MONUMENTED       CGS
 FC0660  HISTORY     - 1972     GOOD             TVA
 FC0660
 FC0660                          STATION DESCRIPTION
 FC0660
 FC0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0660'3.6 MI SW FROM ROCKWOOD.
 FC0660'3.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0660'AT ROCKWOOD, AT A SMALL ROAD CROSSING, 47 FEET SOUTHEAST OF
 FC0660'THE SOUTHEAST RAIL, 71 FEET SOUTH OF THE CENTER OF THE CROSSING,
 FC0660'91 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BRIDGE UNDER
 FC0660'RAILROAD, 47 FEET SOUTHWEST OF THE WEST CORNER OF A CONCRETE
 FC0660'BRIDGE UNDER ROAD, 9 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 FC0660'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL
 FC0660'WITNESS POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP
 FC0660'OF A CONCRETE POST PROJECTING 4 INCHES.
 FC0660
 FC0660                          STATION RECOVERY (1972)
 FC0660
 FC0660'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0129 ***********************************************************************
 FC0129  DESIGNATION -  G 195
 FC0129  PID         -  FC0129
 FC0129  STATE/COUNTY-  TN/ROANE
 FC0129  USGS QUAD   -  ELVERTON (1990)
 FC0129
 FC0129                         *CURRENT SURVEY CONTROL
 FC0129  ___________________________________________________________________
 FC0129* NAD 83(1986)-  35 58 02.     (N)    084 28 59.     (W)     SCALED    
 FC0129* NAVD 88     -       242.172  (meters)     794.53   (feet)  ADJUSTED  
 FC0129  ___________________________________________________________________
 FC0129  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0129  DYNAMIC HT  -         241.951 (meters)     793.80  (feet)  COMP
 FC0129  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FC0129
 FC0129  VERT ORDER  -  FIRST     CLASS I
 FC0129
 FC0129.The horizontal coordinates were scaled from a topographic map and have
 FC0129.an estimated accuracy of +/- 6 seconds.
 FC0129
 FC0129.The orthometric height was determined by differential leveling
 FC0129.and adjusted by the National Geodetic Survey in June 1991..
 FC0129.WARNING-Repeat measurements at this control monument indicate possible
 FC0129.vertical movement.
 FC0129
 FC0129.The geoid height was determined by GEOID03.
 FC0129
 FC0129.The dynamic height is computed by dividing the NAVD 88
 FC0129.geopotential number by the normal gravity value computed on the
 FC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0129.degrees latitude (g = 980.6199 gals.).
 FC0129
 FC0129.The modeled gravity was interpolated from observed gravity values.
 FC0129
 FC0129;                    North         East    Units  Estimated Accuracy
 FC0129;SPC TN       -   182,340.      736,820.      MT  (+/- 180 meters Scaled)
 FC0129
 FC0129                          SUPERSEDED SURVEY CONTROL
 FC0129
 FC0129  NGVD 29 (??/??/92)  242.289  (m)          794.91   (f) ADJ UNCH    1 1
 FC0129
 FC0129.Superseded values are not recommended for survey control.
 FC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0129.See file dsdata.txt to determine how the superseded data were derived.
 FC0129
 FC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE269832(NAD 83)
 FC0129_MARKER: DB = BENCH MARK DISK
 FC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0129_STAMPING: G 195 1950
 FC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0129+STABILITY: SURFACE MOTION
 FC0129
 FC0129  HISTORY     - Date     Condition        Report By
 FC0129  HISTORY     - 1950     MONUMENTED       CGS
 FC0129  HISTORY     - 1967     GOOD             NGS
 FC0129
 FC0129                          STATION DESCRIPTION
 FC0129
 FC0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0129'4.8 MI NE FROM HARRIMAN.
 FC0129'ABOUT 4.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0129'STATION AT HARRIMAN, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 45,
 FC0129'61 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD CROSSING, 46 FEET
 FC0129'NORTHEAST OF THE CENTER LINE OF THE ROAD, 23.3 FEET NORTHWEST
 FC0129'OF THE NORTHWEST RAIL, 5 1/2 FEET NORTH OF A TELEGRAPH POLE, 2.8
 FC0129'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 FC0129'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FC0129'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0708 ***********************************************************************
 FC0708  DESIGNATION -  G 196
 FC0708  PID         -  FC0708
 FC0708  STATE/COUNTY-  TN/ROANE
 FC0708  USGS QUAD   -  HARRIMAN (1980)
 FC0708
 FC0708                         *CURRENT SURVEY CONTROL
 FC0708  ___________________________________________________________________
 FC0708* NAD 83(1986)-  35 56 00.     (N)    084 33 03.     (W)     SCALED    
 FC0708* NAVD 88     -       239.338  (meters)     785.23   (feet)  ADJUSTED  
 FC0708  ___________________________________________________________________
 FC0708  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0708  DYNAMIC HT  -         239.119 (meters)     784.51  (feet)  COMP
 FC0708  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FC0708
 FC0708  VERT ORDER  -  FIRST     CLASS I
 FC0708
 FC0708.The horizontal coordinates were scaled from a topographic map and have
 FC0708.an estimated accuracy of +/- 6 seconds.
 FC0708
 FC0708.The orthometric height was determined by differential leveling
 FC0708.and adjusted by the National Geodetic Survey in June 1991..
 FC0708
 FC0708.The geoid height was determined by GEOID03.
 FC0708
 FC0708.The dynamic height is computed by dividing the NAVD 88
 FC0708.geopotential number by the normal gravity value computed on the
 FC0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0708.degrees latitude (g = 980.6199 gals.).
 FC0708
 FC0708.The modeled gravity was interpolated from observed gravity values.
 FC0708
 FC0708;                    North         East    Units  Estimated Accuracy
 FC0708;SPC TN       -   178,490.      730,760.      MT  (+/- 180 meters Scaled)
 FC0708
 FC0708                          SUPERSEDED SURVEY CONTROL
 FC0708
 FC0708  NGVD 29 (??/??/92)  239.453  (m)          785.61   (f) ADJ UNCH    1 1
 FC0708
 FC0708.Superseded values are not recommended for survey control.
 FC0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0708.See file dsdata.txt to determine how the superseded data were derived.
 FC0708
 FC0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE209793(NAD 83)
 FC0708_MARKER: DB = BENCH MARK DISK
 FC0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0708_SP_SET: FOUNDATION
 FC0708_STAMPING: G 196 1950
 FC0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0708
 FC0708  HISTORY     - Date     Condition        Report By
 FC0708  HISTORY     - 1950     MONUMENTED       CGS
 FC0708  HISTORY     - 1968     GOOD             NGS
 FC0708  HISTORY     - 1972     GOOD             TVA
 FC0708
 FC0708                          STATION DESCRIPTION
 FC0708
 FC0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0708'0.2 MI SW FROM HARRIMAN.
 FC0708'ABOUT 0.15 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST
 FC0708'OFFICE AT HARRIMAN, THENCE 0.05 MILE SOUTHEAST ALONG WALDEN
 FC0708'STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE STONE
 FC0708'FOUNDATION FOR THE HARRIMAN PUBLIC LIBRARY BUILDING, 3.2 FEET
 FC0708'SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 75 FEET SOUTHWEST
 FC0708'OF THE CENTERLINE OF WALDEN STREET, 67 FEET NORTHWEST OF THE
 FC0708'CENTERLINE OF TRENTON STREET, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 FC0708'OF THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREETS.
 FC0708
 FC0708                          STATION RECOVERY (1972)
 FC0708
 FC0708'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0932 ***********************************************************************
 GB0932  DESIGNATION -  G 197
 GB0932  PID         -  GB0932
 GB0932  STATE/COUNTY-  TN/SCOTT
 GB0932  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0932
 GB0932                         *CURRENT SURVEY CONTROL
 GB0932  ___________________________________________________________________
 GB0932* NAD 83(1986)-  36 24 01.     (N)    084 32 31.     (W)     SCALED    
 GB0932* NAVD 88     -       391.355  (meters)    1283.97   (feet)  ADJUSTED  
 GB0932  ___________________________________________________________________
 GB0932  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0932  DYNAMIC HT  -         391.023 (meters)    1282.88  (feet)  COMP
 GB0932  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GB0932
 GB0932  VERT ORDER  -  FIRST     CLASS II
 GB0932
 GB0932.The horizontal coordinates were scaled from a topographic map and have
 GB0932.an estimated accuracy of +/- 6 seconds.
 GB0932
 GB0932.The orthometric height was determined by differential leveling
 GB0932.and adjusted by the National Geodetic Survey in June 1991..
 GB0932
 GB0932.The geoid height was determined by GEOID03.
 GB0932
 GB0932.The dynamic height is computed by dividing the NAVD 88
 GB0932.geopotential number by the normal gravity value computed on the
 GB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0932.degrees latitude (g = 980.6199 gals.).
 GB0932
 GB0932.The modeled gravity was interpolated from observed gravity values.
 GB0932
 GB0932;                    North         East    Units  Estimated Accuracy
 GB0932;SPC TN       -   230,300.      730,790.      MT  (+/- 180 meters Scaled)
 GB0932
 GB0932                          SUPERSEDED SURVEY CONTROL
 GB0932
 GB0932  NGVD 29 (??/??/92)  391.492  (m)         1284.42   (f) ADJ UNCH    1 2
 GB0932
 GB0932.Superseded values are not recommended for survey control.
 GB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0932.See file dsdata.txt to determine how the superseded data were derived.
 GB0932
 GB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF204311(NAD 83)
 GB0932_MARKER: DB = BENCH MARK DISK
 GB0932_SETTING: 66 = SET IN ROCK OUTCROP
 GB0932_SP_SET: ROCK LEDGE
 GB0932_STAMPING: G 197 1950
 GB0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0932+STABILITY: POSITION/ELEVATION WELL
 GB0932
 GB0932  HISTORY     - Date     Condition        Report By
 GB0932  HISTORY     - 1950     MONUMENTED       CGS
 GB0932  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0932
 GB0932                          STATION DESCRIPTION
 GB0932
 GB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0932'2.3 MI S FROM HELENWOOD.
 GB0932'ABOUT 2.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0932'STATION AT HELENWOOD, AT THE NORTH END OF A SHORT FILL ACROSS
 GB0932'A STREAM AND AT THE SOUTH END OF A CUT, 33 FEET EAST OF THE
 GB0932'EAST RAIL, 18 1/2 FEET WEST OF A FENCE CORNER, 13 FEET SOUTHWEST
 GB0932'OF A TELEPHONE POLE, SET IN THE TOP OF A ROCK LEDGE, 1 1/2 FEET
 GB0932'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK LEDGE, 1.3 FEET
 GB0932'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE AND ABOUT LEVEL
 GB0932'WITH THE TRACK.
 GB0932
 GB0932                          STATION RECOVERY (1968)
 GB0932
 GB0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0016 ***********************************************************************
 GB0016  DESIGNATION -  G 198
 GB0016  PID         -  GB0016
 GB0016  STATE/COUNTY-  TN/SCOTT
 GB0016  USGS QUAD   -  WINFIELD (1982)
 GB0016
 GB0016                         *CURRENT SURVEY CONTROL
 GB0016  ___________________________________________________________________
 GB0016* NAD 83(1986)-  36 35 22.     (N)    084 26 31.     (W)     SCALED    
 GB0016* NAVD 88     -       411.699  (meters)    1350.72   (feet)  ADJUSTED  
 GB0016  ___________________________________________________________________
 GB0016  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0016  DYNAMIC HT  -         411.355 (meters)    1349.59  (feet)  COMP
 GB0016  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GB0016
 GB0016  VERT ORDER  -  FIRST     CLASS I
 GB0016
 GB0016.The horizontal coordinates were scaled from a topographic map and have
 GB0016.an estimated accuracy of +/- 6 seconds.
 GB0016
 GB0016.The orthometric height was determined by differential leveling
 GB0016.and adjusted by the National Geodetic Survey in June 1991..
 GB0016
 GB0016.The geoid height was determined by GEOID03.
 GB0016
 GB0016.The dynamic height is computed by dividing the NAVD 88
 GB0016.geopotential number by the normal gravity value computed on the
 GB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0016.degrees latitude (g = 980.6199 gals.).
 GB0016
 GB0016.The modeled gravity was interpolated from observed gravity values.
 GB0016
 GB0016;                    North         East    Units  Estimated Accuracy
 GB0016;SPC TN       -   251,430.      739,430.      MT  (+/- 180 meters Scaled)
 GB0016
 GB0016                          SUPERSEDED SURVEY CONTROL
 GB0016
 GB0016  NGVD 29 (??/??/92)  411.831  (m)         1351.15   (f) ADJ UNCH    1 1
 GB0016
 GB0016.Superseded values are not recommended for survey control.
 GB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0016.See file dsdata.txt to determine how the superseded data were derived.
 GB0016
 GB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF288523(NAD 83)
 GB0016_MARKER: DB = BENCH MARK DISK
 GB0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0016_STAMPING: G 198 1950
 GB0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0016+STABILITY: SURFACE MOTION
 GB0016
 GB0016  HISTORY     - Date     Condition        Report By
 GB0016  HISTORY     - 1950     MONUMENTED       CGS
 GB0016  HISTORY     - 1968     GOOD             NGS
 GB0016
 GB0016                          STATION DESCRIPTION
 GB0016
 GB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0016'2.4 MI N FROM WINFIELD.
 GB0016'ABOUT 2.45 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0016'OFFICE AT WINFIELD, OR ABOUT 4.3 MILES SOUTH ALONG THE SOUTHERN
 GB0016'RAILWAY FROM THE STATION AT PINE KNOT, KENTUCKY, 0.4 MILE SOUTH
 GB0016'OF THE TENNESSEE-KENTUCKY STATE LINE, 0.1 MILE SOUTH OF MILEPOST
 GB0016'201, 230 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 GB0016'AND A PRIVATE ROAD, 46 1/2 FEET EAST OF THE EAST RAIL, 85 FEET
 GB0016'SOUTH OF THE WEST LEG OF A STEEL RAILROAD RADIO TOWER, 46 FEET
 GB0016'NORTHEAST OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 1.0 FOOT
 GB0016'NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GB0016'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GB0016'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0770 ***********************************************************************
 FE0770  CBN         -  This is a Cooperative Base Network Control Station.
 FE0770  DESIGNATION -  G 20
 FE0770  PID         -  FE0770
 FE0770  STATE/COUNTY-  TN/HENDERSON
 FE0770  USGS QUAD   -  LURAY (1983)
 FE0770
 FE0770                         *CURRENT SURVEY CONTROL
 FE0770  ___________________________________________________________________
 FE0770* NAD 83(1995)-  35 36 53.42997(N)    088 30 23.45034(W)     ADJUSTED  
 FE0770* NAVD 88     -       134.307  (meters)     440.64   (feet)  ADJUSTED  
 FE0770  ___________________________________________________________________
 FE0770  X           -     135,296.865 (meters)                     COMP
 FE0770  Y           -  -5,189,324.514 (meters)                     COMP
 FE0770  Z           -   3,693,595.672 (meters)                     COMP
 FE0770  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FE0770  ELLIP HEIGHT-         106.19  (meters)          (08/03/04) GPS OBS
 FE0770  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0770  DYNAMIC HT  -         134.187 (meters)     440.25  (feet)  COMP
 FE0770  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 FE0770
 FE0770  HORZ ORDER  -  A
 FE0770  VERT ORDER  -  SECOND    CLASS 0
 FE0770  ELLP ORDER  -  FOURTH    CLASS I
 FE0770
 FE0770.The horizontal coordinates were established by GPS observations
 FE0770.and adjusted by the National Geodetic Survey in August 2004..
 FE0770
 FE0770.The orthometric height was determined by differential leveling
 FE0770.and adjusted by the National Geodetic Survey in June 1991..
 FE0770
 FE0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0770
 FE0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0770
 FE0770.The ellipsoidal height was determined by GPS observations
 FE0770.and is referenced to NAD 83.
 FE0770
 FE0770.The geoid height was determined by GEOID03.
 FE0770
 FE0770.The dynamic height is computed by dividing the NAVD 88
 FE0770.geopotential number by the normal gravity value computed on the
 FE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0770.degrees latitude (g = 980.6199 gals.).
 FE0770
 FE0770.The modeled gravity was interpolated from observed gravity values.
 FE0770
 FE0770;                    North         East     Units Scale Factor Converg.
 FE0770;SPC TN       -   145,089.891   372,944.546   MT  0.99995568   -1 28 02.7
 FE0770;SPC TN       -   476,015.75  1,223,568.90   sFT  0.99995568   -1 28 02.7
 FE0770;UTM  16      - 3,942,274.844   363,559.220   MT  0.99982941   -0 52 38.7
 FE0770
 FE0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0770!SPC TN       -   0.99998333  x   0.99995568  =   0.99993901
 FE0770!UTM  16      -   0.99998333  x   0.99982941  =   0.99981275
 FE0770
 FE0770                          SUPERSEDED SURVEY CONTROL
 FE0770
 FE0770  NAVD 88 (08/03/04)  134.31   (m)          440.6    (f) LEVELING    3  
 FE0770  NGVD 29 (??/??/??)  134.331  (m)          440.72   (f) ADJUSTED    2 0
 FE0770
 FE0770.Superseded values are not recommended for survey control.
 FE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0770.See file dsdata.txt to determine how the superseded data were derived.
 FE0770
 FE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6355942275(NAD 83)
 FE0770_MARKER: DB = BENCH MARK DISK
 FE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0770_STAMPING: 440.829 G 20 1934
 FE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0770+STABILITY: SURFACE MOTION
 FE0770
 FE0770  HISTORY     - Date     Condition        Report By
 FE0770  HISTORY     - 1934     MONUMENTED       CGS
 FE0770  HISTORY     - 1935     GOOD             CGS
 FE0770  HISTORY     - 20020603 MARK NOT FOUND   USACE
 FE0770  HISTORY     - 20031010 MARK NOT FOUND   TNDT
 FE0770
 FE0770                          STATION DESCRIPTION
 FE0770
 FE0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0770'1.7 MI W FROM LIFE.
 FE0770'1.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0770'RAILWAY FROM LIFE, HENDERSON COUNTY, 14-1/4 POLES WEST OF
 FE0770'MILEPOST 125, 21 FEET SOUTHWEST OF A ROAD CROSSING, 35 FEET
 FE0770'NORTHWEST OF THE TRACK, AND 1 FOOT INSIDE THE RIGHT-OF-WAY
 FE0770'FENCE.  A STANDARD DISK STAMPED 440.829 G 20 1934 AND SET IN THE
 FE0770'TOP OF A CONCRETE POST.
 FE0770
 FE0770                          STATION RECOVERY (2002)
 FE0770
 FE0770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0770'SUSPECTED DESTROYED.
 FE0770
 FE0770                          STATION RECOVERY (2003)
 FE0770
 FE0770'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0153 ***********************************************************************
 GB0153  DESIGNATION -  G 201
 GB0153  PID         -  GB0153
 GB0153  STATE/COUNTY-  TN/SCOTT
 GB0153  USGS QUAD   -  WINFIELD (1982)
 GB0153
 GB0153                         *CURRENT SURVEY CONTROL
 GB0153  ___________________________________________________________________
 GB0153* NAD 83(1986)-  36 34 03.     (N)    084 22 47.     (W)     SCALED    
 GB0153* NAVD 88     -       404.062  (meters)    1325.66   (feet)  ADJUSTED  
 GB0153  ___________________________________________________________________
 GB0153  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB0153  DYNAMIC HT  -         403.725 (meters)    1324.55  (feet)  COMP
 GB0153  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GB0153
 GB0153  VERT ORDER  -  SECOND    CLASS 0
 GB0153
 GB0153.The horizontal coordinates were scaled from a topographic map and have
 GB0153.an estimated accuracy of +/- 6 seconds.
 GB0153
 GB0153.The orthometric height was determined by differential leveling
 GB0153.and adjusted by the National Geodetic Survey in June 1991..
 GB0153
 GB0153.The geoid height was determined by GEOID03.
 GB0153
 GB0153.The dynamic height is computed by dividing the NAVD 88
 GB0153.geopotential number by the normal gravity value computed on the
 GB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0153.degrees latitude (g = 980.6199 gals.).
 GB0153
 GB0153.The modeled gravity was interpolated from observed gravity values.
 GB0153
 GB0153;                    North         East    Units  Estimated Accuracy
 GB0153;SPC TN       -   249,090.      745,030.      MT  (+/- 180 meters Scaled)
 GB0153
 GB0153                          SUPERSEDED SURVEY CONTROL
 GB0153
 GB0153  NGVD 29 (??/??/92)  404.197  (m)         1326.10   (f) ADJ UNCH    2 0
 GB0153
 GB0153.Superseded values are not recommended for survey control.
 GB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0153.See file dsdata.txt to determine how the superseded data were derived.
 GB0153
 GB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF344500(NAD 83)
 GB0153_MARKER: DB = BENCH MARK DISK
 GB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0153_STAMPING: G 201 1951 1326.103
 GB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0153+STABILITY: SURFACE MOTION
 GB0153
 GB0153  HISTORY     - Date     Condition        Report By
 GB0153  HISTORY     - 1951     MONUMENTED       CGS
 GB0153  HISTORY     - 1957     GOOD             NGS
 GB0153
 GB0153                          STATION DESCRIPTION
 GB0153
 GB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0153'2.4 MI E FROM PLEASANT GROVE.
 GB0153'2.4 MILES EAST ALONG A BLACKTOP ROAD FROM THE BAPTIST CHURCH AND
 GB0153'SCHOOL AT PLEASANT GROVE, ON THE SOUTHEAST SLOPE OF A LONG
 GB0153'CROOKED GRADE, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS
 GB0153'EXTENDING WEST AND SOUTH, ON THE EAST EDGE OF A RAVINE, 53 FEET
 GB0153'NORTHEAST OF THE CENTER OF BLACK TOP ROAD AT CENTER OF CURVE,
 GB0153'25 FEET EAST OF THE EAST END OF A PIPE CULVERT, AND ABOUT LEVEL
 GB0153'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0157 ***********************************************************************
 GB0157  DESIGNATION -  G 202
 GB0157  PID         -  GB0157
 GB0157  STATE/COUNTY-  TN/SCOTT
 GB0157  USGS QUAD   -  KETCHEN (1982)
 GB0157
 GB0157                         *CURRENT SURVEY CONTROL
 GB0157  ___________________________________________________________________
 GB0157* NAD 83(1986)-  36 34 14.     (N)    084 19 20.     (W)     SCALED    
 GB0157* NAVD 88     -       337.019  (meters)    1105.70   (feet)  ADJUSTED  
 GB0157  ___________________________________________________________________
 GB0157  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB0157  DYNAMIC HT  -         336.735 (meters)    1104.77  (feet)  COMP
 GB0157  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB0157
 GB0157  VERT ORDER  -  SECOND    CLASS 0
 GB0157
 GB0157.The horizontal coordinates were scaled from a topographic map and have
 GB0157.an estimated accuracy of +/- 6 seconds.
 GB0157
 GB0157.The orthometric height was determined by differential leveling
 GB0157.and adjusted by the National Geodetic Survey in June 1991..
 GB0157
 GB0157.The geoid height was determined by GEOID03.
 GB0157
 GB0157.The dynamic height is computed by dividing the NAVD 88
 GB0157.geopotential number by the normal gravity value computed on the
 GB0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0157.degrees latitude (g = 980.6199 gals.).
 GB0157
 GB0157.The modeled gravity was interpolated from observed gravity values.
 GB0157
 GB0157;                    North         East    Units  Estimated Accuracy
 GB0157;SPC TN       -   249,510.      750,180.      MT  (+/- 180 meters Scaled)
 GB0157
 GB0157                          SUPERSEDED SURVEY CONTROL
 GB0157
 GB0157  NGVD 29 (??/??/92)  337.154  (m)         1106.15   (f) ADJ UNCH    2 0
 GB0157
 GB0157.Superseded values are not recommended for survey control.
 GB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0157.See file dsdata.txt to determine how the superseded data were derived.
 GB0157
 GB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF396505(NAD 83)
 GB0157_MARKER: DB = BENCH MARK DISK
 GB0157_SETTING: 66 = SET IN ROCK OUTCROP
 GB0157_SP_SET: ROCK OUTCROP
 GB0157_STAMPING: G 202 1951 1106.146
 GB0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0157+STABILITY: POSITION/ELEVATION WELL
 GB0157
 GB0157  HISTORY     - Date     Condition        Report By
 GB0157  HISTORY     - 1951     MONUMENTED       CGS
 GB0157  HISTORY     - 1957     POOR             NGS
 GB0157  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0157
 GB0157                          STATION DESCRIPTION
 GB0157
 GB0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0157'0.3 MI W FROM KETCHEN.
 GB0157'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE CHURCH AND SCHOOL
 GB0157'AT KETCHEN, ABOUT 0.75 MILE SOUTHEAST OF A 60-FOOT CONCRETE AND
 GB0157'STEEL BRIDGE OVER GUM FORK, ABOUT 0.35 MILE NORTHWEST OF A
 GB0157'BRIDGE OVER JELLICO CREEK AND THE JUNCTION OF A ROAD SOUTHWEST,
 GB0157'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 GB0157'EAST, SET IN THE TOP OF THE NORTHEAST EDGE OF A SLANTING OUTCROP
 GB0157'OF ROCK WHICH IS IN AN APPLE ORCHARD, 26 FEET SOUTHWEST OF THE
 GB0157'CENTER LINE OF THE ROAD, 80 FEET SOUTHEAST OF A TWIN APPLE TREE
 GB0157'AND A T FENCE CORNER, 12 FEET SOUTHWEST OF A FENCE LINE AND ABOUT
 GB0157'3 FEET BELOW THE ROAD.
 GB0157
 GB0157                          STATION RECOVERY (1957)
 GB0157
 GB0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0157'MARK RECOVERED IN POOR CONDITION.
 GB0157
 GB0157                          STATION RECOVERY (1977)
 GB0157
 GB0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1090 ***********************************************************************
 GB1090  DESIGNATION -  G 203
 GB1090  PID         -  GB1090
 GB1090  STATE/COUNTY-  TN/PICKETT
 GB1090  USGS QUAD   -  SHARP PLACE (1981)
 GB1090
 GB1090                         *CURRENT SURVEY CONTROL
 GB1090  ___________________________________________________________________
 GB1090* NAD 83(1986)-  36 34 58.     (N)    084 49 13.     (W)     SCALED    
 GB1090* NAVD 88     -       505.905  (meters)    1659.79   (feet)  ADJUSTED  
 GB1090  ___________________________________________________________________
 GB1090  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB1090  DYNAMIC HT  -         505.482 (meters)    1658.40  (feet)  COMP
 GB1090  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GB1090
 GB1090  VERT ORDER  -  SECOND    CLASS 0
 GB1090
 GB1090.The horizontal coordinates were scaled from a topographic map and have
 GB1090.an estimated accuracy of +/- 6 seconds.
 GB1090
 GB1090.The orthometric height was determined by differential leveling
 GB1090.and adjusted by the National Geodetic Survey in June 1991..
 GB1090
 GB1090.The geoid height was determined by GEOID03.
 GB1090
 GB1090.The dynamic height is computed by dividing the NAVD 88
 GB1090.geopotential number by the normal gravity value computed on the
 GB1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1090.degrees latitude (g = 980.6199 gals.).
 GB1090
 GB1090.The modeled gravity was interpolated from observed gravity values.
 GB1090
 GB1090;                    North         East    Units  Estimated Accuracy
 GB1090;SPC TN       -   250,220.      705,580.      MT  (+/- 180 meters Scaled)
 GB1090
 GB1090                          SUPERSEDED SURVEY CONTROL
 GB1090
 GB1090  NGVD 29 (??/??/92)  506.037  (m)         1660.22   (f) ADJ UNCH    2 0
 GB1090
 GB1090.Superseded values are not recommended for survey control.
 GB1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1090.See file dsdata.txt to determine how the superseded data were derived.
 GB1090
 GB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF950508(NAD 83)
 GB1090_MARKER: DB = BENCH MARK DISK
 GB1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1090_STAMPING: G 203 1951 1660.223
 GB1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1090+STABILITY: SURFACE MOTION
 GB1090
 GB1090  HISTORY     - Date     Condition        Report By
 GB1090  HISTORY     - 1951     MONUMENTED       CGS
 GB1090  HISTORY     - 1958     GOOD             NGS
 GB1090
 GB1090                          STATION DESCRIPTION
 GB1090
 GB1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1090'13.2 MI N FROM EAST JAMESTOWN.
 GB1090'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1090'AT EAST JAMESTOWN, THENCE ABOUT 7.1 MILES NORTHWEST AND NORTHEAST
 GB1090'ALONG A GRAVEL ROAD, AT THE TOP OF A KNOLL, 28 FEET SOUTHEAST
 GB1090'OF CENTER LINE OF ROAD, 33 FEET SOUTH-SOUTHWEST OF A TRIANGULAR
 GB1090'BLAZED 14-INCH OAK TREE, 16 FEET NORTHWEST OF A TRIANGULAR BLAZED
 GB1090'12-INCH OAK TREE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GB1090'POST, ABOUT 2 1/2 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB1090'CONCRETE POST PROJECTING 4 INCHES.
 GB1090
 GB1090                          STATION RECOVERY (1958)
 GB1090
 GB1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1570 ***********************************************************************
 GB1570  DESIGNATION -  G 204
 GB1570  PID         -  GB1570
 GB1570  STATE/COUNTY-  TN/CLAY
 GB1570  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1570
 GB1570                         *CURRENT SURVEY CONTROL
 GB1570  ___________________________________________________________________
 GB1570* NAD 83(1986)-  36 34 33.     (N)    085 26 54.     (W)     SCALED    
 GB1570* NAVD 88     -       299.355  (meters)     982.13   (feet)  ADJUSTED  
 GB1570  ___________________________________________________________________
 GB1570  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB1570  DYNAMIC HT  -         299.099 (meters)     981.29  (feet)  COMP
 GB1570  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GB1570
 GB1570  VERT ORDER  -  SECOND    CLASS 0
 GB1570
 GB1570.The horizontal coordinates were scaled from a topographic map and have
 GB1570.an estimated accuracy of +/- 6 seconds.
 GB1570
 GB1570.The orthometric height was determined by differential leveling
 GB1570.and adjusted by the National Geodetic Survey in June 1991..
 GB1570
 GB1570.The geoid height was determined by GEOID03.
 GB1570
 GB1570.The dynamic height is computed by dividing the NAVD 88
 GB1570.geopotential number by the normal gravity value computed on the
 GB1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1570.degrees latitude (g = 980.6199 gals.).
 GB1570
 GB1570.The modeled gravity was interpolated from observed gravity values.
 GB1570
 GB1570;                    North         East    Units  Estimated Accuracy
 GB1570;SPC TN       -   248,950.      649,380.      MT  (+/- 180 meters Scaled)
 GB1570
 GB1570                          SUPERSEDED SURVEY CONTROL
 GB1570
 GB1570  NGVD 29 (??/??/92)  299.460  (m)          982.48   (f) ADJ UNCH    2 0
 GB1570
 GB1570.Superseded values are not recommended for survey control.
 GB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1570.See file dsdata.txt to determine how the superseded data were derived.
 GB1570
 GB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF388489(NAD 83)
 GB1570_MARKER: DB = BENCH MARK DISK
 GB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1570_STAMPING: G 204 1951
 GB1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1570+STABILITY: SURFACE MOTION
 GB1570
 GB1570  HISTORY     - Date     Condition        Report By
 GB1570  HISTORY     - 1951     MONUMENTED       CGS
 GB1570  HISTORY     - 1966     GOOD             NGS
 GB1570
 GB1570                          STATION DESCRIPTION
 GB1570
 GB1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1570'3 MI SW FROM THOMPSONS STORE.
 GB1570'ABOUT 3.05 MILES SOUTHWEST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1570'AT THOMPSONS STORE, ABOUT 2.0 MILE SOUTHWEST OF THE PLAINVIEW
 GB1570'SCHOOL, 76 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE F.V.
 GB1570'THOMPSON HOME, 49 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1570'ROUTE 53, 45 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GB1570'THOMPSON HOME, 25 FEET EAST OF A POWERLINE TRANSFORMER POLE, 22
 GB1570'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 8.3
 GB1570'FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 6.5 FEET
 GB1570'NORTH OF AN 18-INCH HICKORY TREE.  IT IS A STANDARD BENCH MARK
 GB1570'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GB1570'ABOUT 4 INCHES BELOW THE SURFACE OF A LAWN AND THE DISK IS
 GB1570'STAMPED G 204 1951.  NOTE-- THIS MARK IS ABOUT 6.1 MILES
 GB1570'NORTHEAST ALONG STATE ROUTE 53 FROM THE CLAY COUNTY COURTHOUSE
 GB1570'IN CELINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5296 ***********************************************************************
 DG5296  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5296  DESIGNATION -  G 20X
 DG5296  PID         -  DG5296
 DG5296  STATE/COUNTY-  TN/HENDERSON
 DG5296  USGS QUAD   -  LURAY (1983)
 DG5296
 DG5296                         *CURRENT SURVEY CONTROL
 DG5296  ___________________________________________________________________
 DG5296* NAD 83(1995)-  35 36 54.96109(N)    088 30 22.83212(W)     ADJUSTED  
 DG5296* NAVD 88     -       135.19   (meters)     443.5    (feet)  GPS OBS   
 DG5296  ___________________________________________________________________
 DG5296  X           -     135,311.721 (meters)                     COMP
 DG5296  Y           -  -5,189,297.337 (meters)                     COMP
 DG5296  Z           -   3,693,634.535 (meters)                     COMP
 DG5296  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DG5296  ELLIP HEIGHT-         107.05  (meters)          (04/05/04) GPS OBS
 DG5296  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DG5296
 DG5296  HORZ ORDER  -  FIRST
 DG5296  ELLP ORDER  -  FOURTH    CLASS I
 DG5296
 DG5296.The horizontal coordinates were established by GPS observations
 DG5296.and adjusted by the National Geodetic Survey in April 2004..
 DG5296
 DG5296.The orthometric height was determined by GPS observations and a
 DG5296.high-resolution geoid model using precise GPS observation and
 DG5296.processing techniques. It supersedes the leveled height previously
 DG5296.determined for this station.
 DG5296
 DG5296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5296
 DG5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5296
 DG5296.The ellipsoidal height was determined by GPS observations
 DG5296.and is referenced to NAD 83.
 DG5296
 DG5296.The geoid height was determined by GEOID03.
 DG5296
 DG5296;                    North         East     Units Scale Factor Converg.
 DG5296;SPC TN       -   145,136.664   372,961.307   MT  0.99995565   -1 28 02.3
 DG5296;SPC TN       -   476,169.21  1,223,623.89   sFT  0.99995565   -1 28 02.3
 DG5296;UTM  16      - 3,942,321.782   363,575.497   MT  0.99982935   -0 52 38.4
 DG5296
 DG5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5296!SPC TN       -   0.99998320  x   0.99995565  =   0.99993885
 DG5296!UTM  16      -   0.99998320  x   0.99982935  =   0.99981255
 DG5296
 DG5296                          SUPERSEDED SURVEY CONTROL
 DG5296
 DG5296  NAVD 88 (04/05/04)  135.15   (m)          443.4    (f) LEVELING    3  
 DG5296
 DG5296.Superseded values are not recommended for survey control.
 DG5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5296.See file dsdata.txt to determine how the superseded data were derived.
 DG5296
 DG5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6357542322(NAD 83)
 DG5296_MARKER: F = FLANGE-ENCASED ROD
 DG5296_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5296+WITH SETTING: INFORMATION.
 DG5296_STAMPING: G20X 2002
 DG5296_MARK LOGO: USACE 
 DG5296_PROJECTION: RECESSED 10 CENTIMETERS
 DG5296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5296+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5296_ROD/PIPE-DEPTH:  2.1 meters
 DG5296
 DG5296  HISTORY     - Date     Condition        Report By
 DG5296  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5296
 DG5296                          STATION DESCRIPTION
 DG5296
 DG5296'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5296'THE MARK IS LOCATED 8.1 KM (5MI.) WEST SOUTHWEST OF LEXINGTON, TN.
 DG5296' 
 DG5296'TO REACH THE MARK FROM THE INTERSECTION OF S.R 22A AND S.R. 200 ON THE
 DG5296'SOUTHWEST SIDE OF LEXINGTON, TN, PROCEED WEST ON S.R. 200 7.3 KM
 DG5296'(4.5MI) TO THREADGILL ROAD ON THE RIGHT, THENCE WEST ON THREADGILL
 DG5296'ROAD FOR 2.4 KM (1.5MI) TO MILLS DARDEN CEMETARY ROAD ON THE LEFT,
 DG5296'THENCE SOUTH ON MILLS DARDEN CEMETARY ROAD 0.3 MI. TO THE MARK ON THE
 DG5296'LEFT.
 DG5296' 
 DG5296'THE MARK IS 49.7 M (163.0 FT.) NORTHEAST OF BENCHMARK G20 (1934), 10.0
 DG5296'M (33.0 FT.) EAST OF THE CENTERLINE OF A PAVED COUNTY ROAD, 30.5 M
 DG5296'(100.1 FT.) WEST OF A POWER POLE IN A PASTURE AND 0.6 M (2.0 FT.) WEST
 DG5296'OF A CARSONITE WITNESS POST.
 DG5296' 
 DG5296'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5296'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5296' 
 DG5296'THE MARK IS STAMPED ... G20X 2002
 DG5296' 
 DG5296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0147 ***********************************************************************
 FE0147  DESIGNATION -  G 21
 FE0147  PID         -  FE0147
 FE0147  STATE/COUNTY-  TN/DECATUR
 FE0147  USGS QUAD   -  PERRYVILLE (1986)
 FE0147
 FE0147                         *CURRENT SURVEY CONTROL
 FE0147  ___________________________________________________________________
 FE0147* NAD 83(1986)-  35 32 03.     (N)    088 07 18.     (W)     SCALED    
 FE0147* NAVD 88     -       154.581  (meters)     507.15   (feet)  POSTED    
 FE0147  ___________________________________________________________________
 FE0147  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0147  DYNAMIC HT  -         154.440 (meters)     506.69  (feet)  COMP
 FE0147  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 FE0147
 FE0147  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0147
 FE0147.The horizontal coordinates were scaled from a topographic map and have
 FE0147.an estimated accuracy of +/- 6 seconds.
 FE0147
 FE0147.The orthometric height was determined by differential leveling
 FE0147.and adjusted by the National Geodetic Survey in 1992..
 FE0147.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0147.rate of 2.1 thru 3.0 mm/km.
 FE0147
 FE0147.The geoid height was determined by GEOID03.
 FE0147
 FE0147.The dynamic height is computed by dividing the NAVD 88
 FE0147.geopotential number by the normal gravity value computed on the
 FE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0147.degrees latitude (g = 980.6199 gals.).
 FE0147
 FE0147.The modeled gravity was interpolated from observed gravity values.
 FE0147
 FE0147;                    North         East    Units  Estimated Accuracy
 FE0147;SPC TN       -   135,320.      407,610.      MT  (+/- 180 meters Scaled)
 FE0147
 FE0147                          SUPERSEDED SURVEY CONTROL
 FE0147
 FE0147  NGVD 29 (??/??/??)  154.590  (m)          507.18   (f) ADJUSTED    2 0
 FE0147
 FE0147.Superseded values are not recommended for survey control.
 FE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0147.See file dsdata.txt to determine how the superseded data were derived.
 FE0147
 FE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE983328(NAD 83)
 FE0147_MARKER: DB = BENCH MARK DISK
 FE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0147_STAMPING: 507.319 G 21 1934
 FE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0147+STABILITY: SURFACE MOTION
 FE0147
 FE0147  HISTORY     - Date     Condition        Report By
 FE0147  HISTORY     - 1934     MONUMENTED       CGS
 FE0147  HISTORY     - 1935     GOOD             CGS
 FE0147
 FE0147                          STATION DESCRIPTION
 FE0147
 FE0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0147'4 MI S FROM DECATURVILLE.
 FE0147'4.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE, DECATUR
 FE0147'COUNTY, ON THE TOP OF A HIGH HILL, MIDWAY BETWEEN TWO CURVES,
 FE0147'ON THE P.H. WELCH PROPERTY IN 1934, 18 FEET EAST OF THE CENTERLINE
 FE0147'OF THE HIGHWAY, AND 1 FOOT WEST OF THE FENCE LINE.  A STANDARD
 FE0147'DISK, STAMPED 507.319 G 21 1934 AND SET IN THE TOP OF A CONCRETE
 FE0147'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1272 ***********************************************************************
 FE1272  DESIGNATION -  G 212
 FE1272  PID         -  FE1272
 FE1272  STATE/COUNTY-  TN/SHELBY
 FE1272  USGS QUAD   -  EADS (1983)
 FE1272
 FE1272                         *CURRENT SURVEY CONTROL
 FE1272  ___________________________________________________________________
 FE1272* NAD 83(1986)-  35 14 35.     (N)    089 40 38.     (W)     SCALED    
 FE1272* NAVD 88     -        85.061  (meters)     279.07   (feet)  ADJUSTED  
 FE1272  ___________________________________________________________________
 FE1272  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1272  DYNAMIC HT  -          84.984 (meters)     278.82  (feet)  COMP
 FE1272  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE1272
 FE1272  VERT ORDER  -  SECOND    CLASS 0
 FE1272
 FE1272.The horizontal coordinates were scaled from a topographic map and have
 FE1272.an estimated accuracy of +/- 6 seconds.
 FE1272
 FE1272.The orthometric height was determined by differential leveling
 FE1272.and adjusted by the National Geodetic Survey in June 1991..
 FE1272
 FE1272.The geoid height was determined by GEOID03.
 FE1272
 FE1272.The dynamic height is computed by dividing the NAVD 88
 FE1272.geopotential number by the normal gravity value computed on the
 FE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1272.degrees latitude (g = 980.6199 gals.).
 FE1272
 FE1272.The modeled gravity was interpolated from observed gravity values.
 FE1272
 FE1272;                    North         East    Units  Estimated Accuracy
 FE1272;SPC TN       -   107,220.      265,390.      MT  (+/- 180 meters Scaled)
 FE1272
 FE1272                          SUPERSEDED SURVEY CONTROL
 FE1272
 FE1272  NGVD 29 (??/??/??)   85.049  (m)          279.03   (f) ADJUSTED    2 0
 FE1272
 FE1272.Superseded values are not recommended for survey control.
 FE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1272.See file dsdata.txt to determine how the superseded data were derived.
 FE1272
 FE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE563032(NAD 83)
 FE1272_MARKER: DB = BENCH MARK DISK
 FE1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1272_SP_SET: BRIDGE ABUTMENT
 FE1272_STAMPING: G 212 1958
 FE1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1272+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1272
 FE1272  HISTORY     - Date     Condition        Report By
 FE1272  HISTORY     - 1958     MONUMENTED       CGS
 FE1272  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1272  HISTORY     - 19970413 GOOD             TN1620
 FE1272  HISTORY     - 20021001 GOOD             USACE
 FE1272
 FE1272                          STATION DESCRIPTION
 FE1272
 FE1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1272'8.6 MI SW FROM GALLAWAY.
 FE1272'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1272'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG A PAVED ROAD,
 FE1272'THENCE 2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILES
 FE1272'ALONG A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD.,
 FE1272'THENCE 0.15 MILES ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1272'SOUTHWEST CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE
 FE1272'ROAD, THENCE 0.65 MILES SOUTHWEST ALONG DONNELSON RD., 15 FT.
 FE1272'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 10.7 FT. EAST OF
 FE1272'A FENCE, A C AND GS DISK DRILLED IN THE WEST ABUTMENT AT THE
 FE1272'SOUTH END OF A CONCRETE BRIDGE OVER CYPRESS CREEK.
 FE1272
 FE1272                          STATION RECOVERY (1992)
 FE1272
 FE1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1272'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1272
 FE1272                          STATION RECOVERY (1997)
 FE1272
 FE1272'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE1272'RECOVERED IN GOOD CONDITION.
 FE1272
 FE1272                          STATION RECOVERY (2002)
 FE1272
 FE1272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1075 ***********************************************************************
 FE1075  DESIGNATION -  G 213
 FE1075  PID         -  FE1075
 FE1075  STATE/COUNTY-  TN/FAYETTE
 FE1075  USGS QUAD   -  LAMBERT (1983)
 FE1075
 FE1075                         *CURRENT SURVEY CONTROL
 FE1075  ___________________________________________________________________
 FE1075* NAD 83(1986)-  35 21 44.     (N)    089 29 11.     (W)     SCALED    
 FE1075* NAVD 88     -       102.906  (meters)     337.62   (feet)  ADJUSTED  
 FE1075  ___________________________________________________________________
 FE1075  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE1075  DYNAMIC HT  -         102.815 (meters)     337.32  (feet)  COMP
 FE1075  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 FE1075
 FE1075  VERT ORDER  -  SECOND    CLASS 0
 FE1075
 FE1075.The horizontal coordinates were scaled from a topographic map and have
 FE1075.an estimated accuracy of +/- 6 seconds.
 FE1075
 FE1075.The orthometric height was determined by differential leveling
 FE1075.and adjusted by the National Geodetic Survey in June 1991..
 FE1075
 FE1075.The geoid height was determined by GEOID03.
 FE1075
 FE1075.The dynamic height is computed by dividing the NAVD 88
 FE1075.geopotential number by the normal gravity value computed on the
 FE1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1075.degrees latitude (g = 980.6199 gals.).
 FE1075
 FE1075.The modeled gravity was interpolated from observed gravity values.
 FE1075
 FE1075;                    North         East    Units  Estimated Accuracy
 FE1075;SPC TN       -   119,800.      283,220.      MT  (+/- 180 meters Scaled)
 FE1075
 FE1075                          SUPERSEDED SURVEY CONTROL
 FE1075
 FE1075  NGVD 29 (??/??/??)  102.887  (m)          337.56   (f) ADJUSTED    2 0
 FE1075
 FE1075.Superseded values are not recommended for survey control.
 FE1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1075.See file dsdata.txt to determine how the superseded data were derived.
 FE1075
 FE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE740160(NAD 83)
 FE1075_MARKER: DB = BENCH MARK DISK
 FE1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1075_STAMPING: G 213 1959
 FE1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1075+STABILITY: SURFACE MOTION
 FE1075
 FE1075  HISTORY     - Date     Condition        Report By
 FE1075  HISTORY     - 1959     MONUMENTED       CGS
 FE1075  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1075
 FE1075                          STATION DESCRIPTION
 FE1075
 FE1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1075'5.4 MI SE FROM BRADEN.
 FE1075'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1075'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1075'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1075'MILE ACROSS COUNTRY, 150 FT. WEST-NORTHWEST OF THE CENTER LINE
 FE1075'OF THE INTERSTATE HIGHWAY, 22 FT. EAST OF THE CENTER LINE
 FE1075'OF A DIRT ROAD, 17 FT. NORTHWEST OF A FENCE CORNER POST, 1.5 FT.
 FE1075'WEST OF A WITNESS POST, 1 FT. ABOVE THE LEVEL OF THE ROAD, A
 FE1075'C AND GS DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FE1075'GROUND.
 FE1075
 FE1075                          STATION RECOVERY (2002)
 FE1075
 FE1075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1075'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1095 ***********************************************************************
 FE1095  DESIGNATION -  G 214
 FE1095  PID         -  FE1095
 FE1095  STATE/COUNTY-  TN/HAYWOOD
 FE1095  USGS QUAD   -  DANCYVILLE (1981)
 FE1095
 FE1095                         *CURRENT SURVEY CONTROL
 FE1095  ___________________________________________________________________
 FE1095* NAD 83(1986)-  35 24 11.     (N)    089 22 17.     (W)     SCALED    
 FE1095* NAVD 88     -       106.341  (meters)     348.89   (feet)  ADJUSTED  
 FE1095  ___________________________________________________________________
 FE1095  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1095  DYNAMIC HT  -         106.246 (meters)     348.58  (feet)  COMP
 FE1095  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1095
 FE1095  VERT ORDER  -  SECOND    CLASS 0
 FE1095
 FE1095.The horizontal coordinates were scaled from a topographic map and have
 FE1095.an estimated accuracy of +/- 6 seconds.
 FE1095
 FE1095.The orthometric height was determined by differential leveling
 FE1095.and adjusted by the National Geodetic Survey in June 1991..
 FE1095
 FE1095.The geoid height was determined by GEOID03.
 FE1095
 FE1095.The dynamic height is computed by dividing the NAVD 88
 FE1095.geopotential number by the normal gravity value computed on the
 FE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1095.degrees latitude (g = 980.6199 gals.).
 FE1095
 FE1095.The modeled gravity was interpolated from observed gravity values.
 FE1095
 FE1095;                    North         East    Units  Estimated Accuracy
 FE1095;SPC TN       -   123,960.      293,820.      MT  (+/- 180 meters Scaled)
 FE1095
 FE1095                          SUPERSEDED SURVEY CONTROL
 FE1095
 FE1095  NGVD 29 (??/??/??)  106.334  (m)          348.86   (f) ADJUSTED    2 0
 FE1095
 FE1095.Superseded values are not recommended for survey control.
 FE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1095.See file dsdata.txt to determine how the superseded data were derived.
 FE1095
 FE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE846203(NAD 83)
 FE1095_MARKER: DB = BENCH MARK DISK
 FE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1095_STAMPING: G 214 1959
 FE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1095+STABILITY: SURFACE MOTION
 FE1095
 FE1095  HISTORY     - Date     Condition        Report By
 FE1095  HISTORY     - 1959     MONUMENTED       CGS
 FE1095  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1095
 FE1095                          STATION DESCRIPTION
 FE1095
 FE1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1095'9.4 MI SSE FROM STANTON.
 FE1095'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1095'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1095'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1095'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1095'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, AND ABOUT 0.9
 FE1095'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.3 MILE SOUTH ALONG
 FE1095'A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE
 FE1095'0.3 MILE SOUTH AND WEST ALONG A DIRT ROAD, 14 FT. NORTH OF
 FE1095'THE CENTER OF A ROAD, 11 FT. WEST OF THE CENTER OF A GATE, 0.5
 FE1095'FT. SOUTH OF A FENCE LINE, 1.5 FT. WEST OF A WITNESS POST, A
 FE1095'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1095
 FE1095                          STATION RECOVERY (2002)
 FE1095
 FE1095'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1095'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0418 ***********************************************************************
 FF0418  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0418  DESIGNATION -  G 215 RESET
 FF0418  PID         -  FF0418
 FF0418  STATE/COUNTY-  TN/SHELBY
 FF0418  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0418
 FF0418                         *CURRENT SURVEY CONTROL
 FF0418  ___________________________________________________________________
 FF0418* NAD 83(1995)-  35 11 10.82579(N)    090 00 29.66637(W)     ADJUSTED  
 FF0418* NAVD 88     -        74.31   (meters)     243.8    (feet)  GPS OBS   
 FF0418  ___________________________________________________________________
 FF0418  X           -       -,750.571 (meters)                     COMP
 FF0418  Y           -  -5,218,580.105 (meters)                     COMP
 FF0418  Z           -   3,654,809.038 (meters)                     COMP
 FF0418  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FF0418  ELLIP HEIGHT-          46.99  (meters)          (05/31/05) GPS OBS
 FF0418  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0418
 FF0418  HORZ ORDER  -  FIRST
 FF0418  VERT ORDER  -  THIRD (See Below)
 FF0418  ELLP ORDER  -  FOURTH    CLASS II
 FF0418
 FF0418.The horizontal coordinates were established by GPS observations
 FF0418.and adjusted by the National Geodetic Survey in May 2005..
 FF0418
 FF0418.The orthometric height was determined by GPS observations and a
 FF0418.high-resolution geoid model using precise GPS observation and
 FF0418.processing techniques.
 FF0418.The vertical order pertains to the NGVD 29 superseded value.
 FF0418
 FF0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0418
 FF0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0418
 FF0418.The ellipsoidal height was determined by GPS observations
 FF0418.and is referenced to NAD 83.
 FF0418
 FF0418.The geoid height was determined by GEOID03.
 FF0418
 FF0418;                    North         East     Units Scale Factor Converg.
 FF0418;SPC TN       -   102,116.773   235,024.220   MT  1.00001184   -2 20 47.7
 FF0418;SPC TN       -   335,028.11    771,075.30   sFT  1.00001184   -2 20 47.7
 FF0418;UTM  15      - 3,897,808.502   772,424.566   MT  1.00051474   +1 43 30.1
 FF0418;UTM  16      - 3,897,853.838   226,074.208   MT  1.00052485   -1 44 04.3
 FF0418
 FF0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0418!SPC TN       -   0.99999262  x   1.00001184  =   1.00000446
 FF0418!UTM  15      -   0.99999262  x   1.00051474  =   1.00050736
 FF0418!UTM  16      -   0.99999262  x   1.00052485  =   1.00051747
 FF0418
 FF0418                          SUPERSEDED SURVEY CONTROL
 FF0418
 FF0418  NGVD 29 (??/??/??)   74.35   (m)          243.9    (f) RESET       3  
 FF0418
 FF0418.Superseded values are not recommended for survey control.
 FF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0418.See file dsdata.txt to determine how the superseded data were derived.
 FF0418
 FF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7242597809(NAD 83)
 FF0418_MARKER: DB = BENCH MARK DISK
 FF0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0418_SP_SET: SIDEWALK
 FF0418_STAMPING: G 215 RESET 1967
 FF0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0418+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0418
 FF0418  HISTORY     - Date     Condition        Report By
 FF0418  HISTORY     - 1967     MONUMENTED       CGS
 FF0418  HISTORY     - 19941111 GOOD             TN1620
 FF0418  HISTORY     - 20030416 GOOD             USACE
 FF0418  HISTORY     - 20030702 GOOD             EMCINC
 FF0418
 FF0418                          STATION DESCRIPTION
 FF0418
 FF0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF0418'IN MEMPHIS.
 FF0418'THE MARK IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF THE
 FF0418'SOUTH END OF THE WEST WALKWAY OF THE NEW WOLFE RIVER BRIDGE
 FF0418'ON WATKINS STREET, ABOUT 0.4 OF A MILE SOUTH OF THE INTERSECTION
 FF0418'OF WATKINS STREET ND OVERTON CROSSING.  THE MARK IS ABOUT 1 FOOT
 FF0418'ABOVE THE CONCRETE DECK OF THE CONCRETE BRIDGE AND THE DISK IS
 FF0418'STAMPED G 215 RESET 1967.
 FF0418
 FF0418                          STATION RECOVERY (1994)
 FF0418
 FF0418'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0418'RECOVERED IN GOOD CONDITION.
 FF0418
 FF0418                          STATION RECOVERY (2003)
 FF0418
 FF0418'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 FF0418'RECOVERED IN GOOD CONDITION.
 FF0418
 FF0418                          STATION RECOVERY (2003)
 FF0418
 FF0418'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0655 ***********************************************************************
 FE0655  DESIGNATION -  G 216
 FE0655  PID         -  FE0655
 FE0655  STATE/COUNTY-  TN/MADISON
 FE0655  USGS QUAD   -  JUNO (1980)
 FE0655
 FE0655                         *CURRENT SURVEY CONTROL
 FE0655  ___________________________________________________________________
 FE0655* NAD 83(1986)-  35 44 18.     (N)    088 36 30.     (W)     SCALED    
 FE0655* NAVD 88     -       140.637  (meters)     461.41   (feet)  ADJUSTED  
 FE0655  ___________________________________________________________________
 FE0655  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0655  DYNAMIC HT  -         140.512 (meters)     461.00  (feet)  COMP
 FE0655  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 FE0655
 FE0655  VERT ORDER  -  SECOND    CLASS 0
 FE0655
 FE0655.The horizontal coordinates were scaled from a topographic map and have
 FE0655.an estimated accuracy of +/- 6 seconds.
 FE0655
 FE0655.The orthometric height was determined by differential leveling
 FE0655.and adjusted by the National Geodetic Survey in June 1991..
 FE0655
 FE0655.The geoid height was determined by GEOID03.
 FE0655
 FE0655.The dynamic height is computed by dividing the NAVD 88
 FE0655.geopotential number by the normal gravity value computed on the
 FE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0655.degrees latitude (g = 980.6199 gals.).
 FE0655
 FE0655.The modeled gravity was interpolated from observed gravity values.
 FE0655
 FE0655;                    North         East    Units  Estimated Accuracy
 FE0655;SPC TN       -   159,030.      364,090.      MT  (+/- 180 meters Scaled)
 FE0655
 FE0655                          SUPERSEDED SURVEY CONTROL
 FE0655
 FE0655  NGVD 29 (??/??/??)  140.667  (m)          461.50   (f) ADJUSTED    2 0
 FE0655
 FE0655.Superseded values are not recommended for survey control.
 FE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0655.See file dsdata.txt to determine how the superseded data were derived.
 FE0655
 FE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE545561(NAD 83)
 FE0655_MARKER: DB = BENCH MARK DISK
 FE0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0655_STAMPING: G 216 1959
 FE0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0655+STABILITY: SURFACE MOTION
 FE0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0655+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0655
 FE0655  HISTORY     - Date     Condition        Report By
 FE0655  HISTORY     - 1959     MONUMENTED       CGS
 FE0655  HISTORY     - 20020912 GOOD             USACE
 FE0655
 FE0655                          STATION DESCRIPTION
 FE0655
 FE0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0655'25 MI NE FROM JACKSON.
 FE0655'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0655'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0655'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0655'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 FE0655'THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95
 FE0655'MILES EAST ALONG HARTMAS LANE, THENCE 2.1 MILES NORTH ALONG LAW
 FE0655'ROAD, THENCE 1 MILE EAST ON GURLEY CREEK ROAD, 108 FT. SOUTHEAST
 FE0655'OF A POWER LINE POLE SET AT THE ENTRANCE TO A PRIVATE DRIVE, 21
 FE0655'FT. SOUTH OF THE CENTER OF GURLEY CREEK ROAD, 19 FT. WEST OF
 FE0655'A FIELD ROAD, 1 FT. NORTH OF A FENCE, 2 FT. SOUTH OF A WITNESS
 FE0655'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT
 FE0655'LEVEL WITH THE ROAD.
 FE0655
 FE0655                          STATION RECOVERY (2002)
 FE0655
 FE0655'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1209 ***********************************************************************
 FZ1209  DESIGNATION -  G 217
 FZ1209  PID         -  FZ1209
 FZ1209  STATE/COUNTY-  TN/SULLIVAN
 FZ1209  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1209
 FZ1209                         *CURRENT SURVEY CONTROL
 FZ1209  ___________________________________________________________________
 FZ1209* NAD 83(1986)-  36 36 55.     (N)    081 54 38.     (W)     SCALED    
 FZ1209* NAVD 88     -       611.926  (meters)    2007.63   (feet)  ADJUSTED  
 FZ1209  ___________________________________________________________________
 FZ1209  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1209  DYNAMIC HT  -         611.350 (meters)    2005.74  (feet)  COMP
 FZ1209  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FZ1209
 FZ1209  VERT ORDER  -  SECOND    CLASS 0
 FZ1209
 FZ1209.The horizontal coordinates were scaled from a topographic map and have
 FZ1209.an estimated accuracy of +/- 6 seconds.
 FZ1209
 FZ1209.The orthometric height was determined by differential leveling
 FZ1209.and adjusted by the National Geodetic Survey in June 1991..
 FZ1209
 FZ1209.The geoid height was determined by GEOID03.
 FZ1209
 FZ1209.The dynamic height is computed by dividing the NAVD 88
 FZ1209.geopotential number by the normal gravity value computed on the
 FZ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1209.degrees latitude (g = 980.6199 gals.).
 FZ1209
 FZ1209.The modeled gravity was interpolated from observed gravity values.
 FZ1209
 FZ1209;                    North         East    Units  Estimated Accuracy
 FZ1209;SPC TN       -   260,830.      965,740.      MT  (+/- 180 meters Scaled)
 FZ1209
 FZ1209                          SUPERSEDED SURVEY CONTROL
 FZ1209
 FZ1209  NGVD 29 (??/??/92)  612.022  (m)         2007.94   (f) ADJ UNCH    2 0
 FZ1209
 FZ1209.Superseded values are not recommended for survey control.
 FZ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1209.See file dsdata.txt to determine how the superseded data were derived.
 FZ1209
 FZ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA185525(NAD 83)
 FZ1209_MARKER: DB = BENCH MARK DISK
 FZ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1209_STAMPING: G 217 1935
 FZ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1209+STABILITY: SURFACE MOTION
 FZ1209
 FZ1209  HISTORY     - Date     Condition        Report By
 FZ1209  HISTORY     - 1935     MONUMENTED       CGS
 FZ1209
 FZ1209                          STATION DESCRIPTION
 FZ1209
 FZ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1209'3.2 MI S FROM ALVARADO.
 FZ1209'IN SULLIVAN COUNTY, TENNESSEE, 3.2 MILES SOUTH ALONG STATE
 FZ1209'SECONDARY HIGHWAYS 711 AND 674 FROM THE POST OFFICE AT ALVARADO,
 FZ1209'WASHINGTON COUNTY, VIRGINIA, 1 MILE NORTHEAST OF OFFSET SCHOOL,
 FZ1209'300 FEET SOUTHWEST OF THE TENNESSEE-VIRGINIA STATE LINE, 250
 FZ1209'FEET NORTHEAST OF A ONE-STORY FARMHOUSE, AT THE JUNCTION OF
 FZ1209'A DIRT ROAD LEADING SOUTHEAST, 16 YARDS SOUTHEAST OF THE CENTERLINE
 FZ1209'OF THE HIGHWAY, 15 YARDS NORTHEAST OF THE CENTERLINE OF THE DIRT
 FZ1209'ROAD, 90 FEET EAST OF AN 8-INCH LOCUST TREE, 36.6 FEET WEST OF
 FZ1209'THE NORTHWEST CORNER OF A SMALL ONE-STORY FARMHOUSE, 6 FEET
 FZ1209'NORTH OF A 6-INCH SYCAMORE TREE, IN THE FRONT YARD OF THE
 FZ1209'FARMHOUSE, AND 1 FOOT HIGHER THAN HIGHWAY.  A STANDARD DISK,
 FZ1209'STAMPED G 217 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1147 ***********************************************************************
 FD1147  DESIGNATION -  G 218
 FD1147  PID         -  FD1147
 FD1147  STATE/COUNTY-  TN/HICKMAN
 FD1147  USGS QUAD   -  COBLE (1968)
 FD1147
 FD1147                         *CURRENT SURVEY CONTROL
 FD1147  ___________________________________________________________________
 FD1147* NAD 83(1986)-  35 52 10.     (N)    087 42 15.     (W)     SCALED    
 FD1147* NAVD 88     -       125.191  (meters)     410.73   (feet)  ADJUSTED  
 FD1147  ___________________________________________________________________
 FD1147  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1147  DYNAMIC HT  -         125.083 (meters)     410.38  (feet)  COMP
 FD1147  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 FD1147
 FD1147  VERT ORDER  -  SECOND    CLASS 0
 FD1147
 FD1147.The horizontal coordinates were scaled from a topographic map and have
 FD1147.an estimated accuracy of +/- 6 seconds.
 FD1147
 FD1147.The orthometric height was determined by differential leveling
 FD1147.and adjusted by the National Geodetic Survey in June 1991..
 FD1147
 FD1147.The geoid height was determined by GEOID03.
 FD1147
 FD1147.The dynamic height is computed by dividing the NAVD 88
 FD1147.geopotential number by the normal gravity value computed on the
 FD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1147.degrees latitude (g = 980.6199 gals.).
 FD1147
 FD1147.The modeled gravity was interpolated from observed gravity values.
 FD1147
 FD1147;                    North         East    Units  Estimated Accuracy
 FD1147;SPC TN       -   171,770.      446,110.      MT  (+/- 180 meters Scaled)
 FD1147
 FD1147                          SUPERSEDED SURVEY CONTROL
 FD1147
 FD1147  NGVD 29 (??/??/92)  125.221  (m)          410.83   (f) ADJ UNCH    2 0
 FD1147
 FD1147.Superseded values are not recommended for survey control.
 FD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1147.See file dsdata.txt to determine how the superseded data were derived.
 FD1147
 FD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE364696(NAD 83)
 FD1147_MARKER: DB = BENCH MARK DISK
 FD1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1147_STAMPING: G 218 1959
 FD1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1147+STABILITY: SURFACE MOTION
 FD1147
 FD1147  HISTORY     - Date     Condition        Report By
 FD1147  HISTORY     - 1959     MONUMENTED       CGS
 FD1147
 FD1147                          STATION DESCRIPTION
 FD1147
 FD1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1147'0.9 MI W FROM ONLY.
 FD1147'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1147'6173, GO WEST ON A GRAVELED ROAD FOR 0.9 MILE, 116 FT. NORTH AND
 FD1147'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A HOUSE, 35 FT.
 FD1147'NORTH OF THE CENTER OF A GRAVELED ROAD, 11 FT. SOUTH OF THE
 FD1147'SOUTH EDGE OF A CREEK BANK, 1.7 FT. NORTH OF A WITNESS SIGN, AND
 FD1147'ABOUT 0.05 MILE EAST OF A STEEL AND WOOD BRIDGE OVER THE DUCK
 FD1147'RIVER, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 FD1147'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1445 ***********************************************************************
 GC1445  DESIGNATION -  G 219
 GC1445  PID         -  GC1445
 GC1445  STATE/COUNTY-  TN/DICKSON
 GC1445  USGS QUAD   -  BURNS (1986)
 GC1445
 GC1445                         *CURRENT SURVEY CONTROL
 GC1445  ___________________________________________________________________
 GC1445* NAD 83(1986)-  36 00 56.     (N)    087 21 05.     (W)     SCALED    
 GC1445* NAVD 88     -       252.137  (meters)     827.22   (feet)  ADJUSTED  
 GC1445  ___________________________________________________________________
 GC1445  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1445  DYNAMIC HT  -         251.916 (meters)     826.49  (feet)  COMP
 GC1445  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GC1445
 GC1445  VERT ORDER  -  SECOND    CLASS 0
 GC1445
 GC1445.The horizontal coordinates were scaled from a topographic map and have
 GC1445.an estimated accuracy of +/- 6 seconds.
 GC1445
 GC1445.The orthometric height was determined by differential leveling
 GC1445.and adjusted by the National Geodetic Survey in June 1991..
 GC1445
 GC1445.The geoid height was determined by GEOID03.
 GC1445
 GC1445.The dynamic height is computed by dividing the NAVD 88
 GC1445.geopotential number by the normal gravity value computed on the
 GC1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1445.degrees latitude (g = 980.6199 gals.).
 GC1445
 GC1445.The modeled gravity was interpolated from observed gravity values.
 GC1445
 GC1445;                    North         East    Units  Estimated Accuracy
 GC1445;SPC TN       -   187,480.      478,190.      MT  (+/- 180 meters Scaled)
 GC1445
 GC1445                          SUPERSEDED SURVEY CONTROL
 GC1445
 GC1445  NGVD 29 (??/??/92)  252.126  (m)          827.18   (f) ADJ UNCH    2 0
 GC1445
 GC1445.Superseded values are not recommended for survey control.
 GC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1445.See file dsdata.txt to determine how the superseded data were derived.
 GC1445
 GC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE683857(NAD 83)
 GC1445_MARKER: DB = BENCH MARK DISK
 GC1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1445_STAMPING: G 219 1959
 GC1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1445+STABILITY: SURFACE MOTION
 GC1445
 GC1445  HISTORY     - Date     Condition        Report By
 GC1445  HISTORY     - 1959     MONUMENTED       CGS
 GC1445
 GC1445                          STATION DESCRIPTION
 GC1445
 GC1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1445'1 MI W FROM TIDWELL.
 GC1445'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1445'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1445'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD FOR
 GC1445'1.0 MILE, THE MARK IS ABOUT 0.1 MILE WEST OF A SMALL FRAME
 GC1445'HOUSE, 26 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.6 FT.
 GC1445'WEST OF A FENCE, AND 1.8 FT. NORTH OF A WITNESS SIGN, A DISK SET
 GC1445'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 6 FT.
 GC1445'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0722 ***********************************************************************
 FD0722  DESIGNATION -  G 22
 FD0722  PID         -  FD0722
 FD0722  STATE/COUNTY-  TN/HICKMAN
 FD0722  USGS QUAD   -  LYLES (1992)
 FD0722
 FD0722                         *CURRENT SURVEY CONTROL
 FD0722  ___________________________________________________________________
 FD0722* NAD 83(1986)-  35 54 56.     (N)    087 21 31.     (W)     SCALED    
 FD0722* NAVD 88     -       264.406  (meters)     867.47   (feet)  ADJUSTED  
 FD0722  ___________________________________________________________________
 FD0722  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0722  DYNAMIC HT  -         264.173 (meters)     866.71  (feet)  COMP
 FD0722  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FD0722
 FD0722  VERT ORDER  -  SECOND    CLASS 0
 FD0722
 FD0722.The horizontal coordinates were scaled from a topographic map and have
 FD0722.an estimated accuracy of +/- 6 seconds.
 FD0722
 FD0722.The orthometric height was determined by differential leveling
 FD0722.and adjusted by the National Geodetic Survey in June 1991..
 FD0722
 FD0722.The geoid height was determined by GEOID03.
 FD0722
 FD0722.The dynamic height is computed by dividing the NAVD 88
 FD0722.geopotential number by the normal gravity value computed on the
 FD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0722.degrees latitude (g = 980.6199 gals.).
 FD0722
 FD0722.The modeled gravity was interpolated from observed gravity values.
 FD0722
 FD0722;                    North         East    Units  Estimated Accuracy
 FD0722;SPC TN       -   176,400.      477,380.      MT  (+/- 180 meters Scaled)
 FD0722
 FD0722                          SUPERSEDED SURVEY CONTROL
 FD0722
 FD0722  NGVD 29 (??/??/92)  264.390  (m)          867.42   (f) ADJ UNCH    2 0
 FD0722
 FD0722.Superseded values are not recommended for survey control.
 FD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0722.See file dsdata.txt to determine how the superseded data were derived.
 FD0722
 FD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE676746(NAD 83)
 FD0722_MARKER: DB = BENCH MARK DISK
 FD0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0722_STAMPING: G 22 1934
 FD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0722+STABILITY: SURFACE MOTION
 FD0722
 FD0722  HISTORY     - Date     Condition        Report By
 FD0722  HISTORY     - 1934     MONUMENTED       CGS
 FD0722
 FD0722                          STATION DESCRIPTION
 FD0722
 FD0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0722'0.9 MI S FROM LYLE.
 FD0722'0.9 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0722'RAILWAY FROM LYLE, HICKMAN COUNTY, 11 POLES SOUTH OF MILEPOST
 FD0722'15, ONE RAIL NORTH OF A WHISTLE POST, 50 FEET EAST OF A GRADED
 FD0722'ROAD, AND 18 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FD0722'STANDARD DISK, STAMPED G 22 1934 AND SET IN THE TOP OF A CONCRETE
 FD0722'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0574 ***********************************************************************
 GC0574  DESIGNATION -  G 220
 GC0574  PID         -  GC0574
 GC0574  STATE/COUNTY-  TN/DAVIDSON
 GC0574  USGS QUAD   -  BELLEVUE (1983)
 GC0574
 GC0574                         *CURRENT SURVEY CONTROL
 GC0574  ___________________________________________________________________
 GC0574* NAD 83(1986)-  36 07 17.     (N)    086 54 58.     (W)     SCALED    
 GC0574* NAVD 88     -       169.075  (meters)     554.71   (feet)  ADJUSTED  
 GC0574  ___________________________________________________________________
 GC0574  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0574  DYNAMIC HT  -         168.929 (meters)     554.23  (feet)  COMP
 GC0574  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GC0574
 GC0574  VERT ORDER  -  SECOND    CLASS 0
 GC0574
 GC0574.The horizontal coordinates were scaled from a topographic map and have
 GC0574.an estimated accuracy of +/- 6 seconds.
 GC0574
 GC0574.The orthometric height was determined by differential leveling
 GC0574.and adjusted by the National Geodetic Survey in June 1991..
 GC0574
 GC0574.The geoid height was determined by GEOID03.
 GC0574
 GC0574.The dynamic height is computed by dividing the NAVD 88
 GC0574.geopotential number by the normal gravity value computed on the
 GC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0574.degrees latitude (g = 980.6199 gals.).
 GC0574
 GC0574.The modeled gravity was interpolated from observed gravity values.
 GC0574
 GC0574;                    North         East    Units  Estimated Accuracy
 GC0574;SPC TN       -   198,770.      517,530.      MT  (+/- 180 meters Scaled)
 GC0574
 GC0574                          SUPERSEDED SURVEY CONTROL
 GC0574
 GC0574  NGVD 29 (??/??/92)  169.096  (m)          554.78   (f) ADJ UNCH    2 0
 GC0574
 GC0574.Superseded values are not recommended for survey control.
 GC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0574.See file dsdata.txt to determine how the superseded data were derived.
 GC0574
 GC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE075974(NAD 83)
 GC0574_MARKER: DB = BENCH MARK DISK
 GC0574_SETTING: 66 = SET IN ROCK OUTCROP
 GC0574_SP_SET: ROCK OUTCROP
 GC0574_STAMPING: G 220 1959
 GC0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0574+STABILITY: POSITION/ELEVATION WELL
 GC0574
 GC0574  HISTORY     - Date     Condition        Report By
 GC0574  HISTORY     - 1959     MONUMENTED       CGS
 GC0574
 GC0574                          STATION DESCRIPTION
 GC0574
 GC0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0574'4.8 MI SW FROM NASHVILLE.
 GC0574'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0574'NASHVILLE, GO 4.85 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0574'HIGHWAY 70 N), 51 FT. NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 GC0574'70 N, 25 FT. NORTHEAST OF THE CENTER OF A GATE AND TRACK ROAD,
 GC0574'12 FT. NORTH OF A FENCE, A DISK DRILLED IN THE TOP OF A LARGE
 GC0574'ROCK OUTCROP AND ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0533 ***********************************************************************
 GC0533  DESIGNATION -  G 221
 GC0533  PID         -  GC0533
 GC0533  STATE/COUNTY-  TN/ROBERTSON
 GC0533  USGS QUAD   -  WHITE HOUSE (1981)
 GC0533
 GC0533                         *CURRENT SURVEY CONTROL
 GC0533  ___________________________________________________________________
 GC0533* NAD 83(1986)-  36 26 00.     (N)    086 41 10.     (W)     SCALED    
 GC0533* NAVD 88     -       268.039  (meters)     879.39   (feet)  ADJUSTED  
 GC0533  ___________________________________________________________________
 GC0533  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC0533  DYNAMIC HT  -         267.811 (meters)     878.64  (feet)  COMP
 GC0533  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GC0533
 GC0533  VERT ORDER  -  SECOND    CLASS 0
 GC0533
 GC0533.The horizontal coordinates were scaled from a topographic map and have
 GC0533.an estimated accuracy of +/- 6 seconds.
 GC0533
 GC0533.The orthometric height was determined by differential leveling
 GC0533.and adjusted by the National Geodetic Survey in June 1991..
 GC0533
 GC0533.The geoid height was determined by GEOID03.
 GC0533
 GC0533.The dynamic height is computed by dividing the NAVD 88
 GC0533.geopotential number by the normal gravity value computed on the
 GC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0533.degrees latitude (g = 980.6199 gals.).
 GC0533
 GC0533.The modeled gravity was interpolated from observed gravity values.
 GC0533
 GC0533;                    North         East    Units  Estimated Accuracy
 GC0533;SPC TN       -   233,210.      538,480.      MT  (+/- 180 meters Scaled)
 GC0533
 GC0533                          SUPERSEDED SURVEY CONTROL
 GC0533
 GC0533  NGVD 29 (??/??/92)  268.097  (m)          879.58   (f) ADJ UNCH    2 0
 GC0533
 GC0533.Superseded values are not recommended for survey control.
 GC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0533.See file dsdata.txt to determine how the superseded data were derived.
 GC0533
 GC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF281320(NAD 83)
 GC0533_MARKER: DB = BENCH MARK DISK
 GC0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0533_SP_SET: CULVERT
 GC0533_STAMPING: G 221 1959
 GC0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0533
 GC0533  HISTORY     - Date     Condition        Report By
 GC0533  HISTORY     - 1959     MONUMENTED       CGS
 GC0533  HISTORY     - 1960     GOOD             NGS
 GC0533
 GC0533                          STATION DESCRIPTION
 GC0533
 GC0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0533'4.8 MI SW FROM WHITE HOUSE.
 GC0533'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0533'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0533'THENCE 2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 0.05 MILES
 GC0533'SOUTH ON U.S. HIGHWAY 31 W, THE MARK IS SET IN THE TOP OF THE
 GC0533'WEST WINGWALL OF A CONCRETE CULVERT ABOUT 0.05 MILES SOUTH OF THE
 GC0533'S.Q.S. CAFE, 30 FT. WEST OF THE CENTER OF U.S. HIGHWAY 31 W,
 GC0533'A DISK DRILLED IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0631 ***********************************************************************
 GC0631  DESIGNATION -  G 222
 GC0631  PID         -  GC0631
 GC0631  STATE/COUNTY-  TN/DAVIDSON
 GC0631  USGS QUAD   -  OAK HILL (1968)
 GC0631
 GC0631                         *CURRENT SURVEY CONTROL
 GC0631  ___________________________________________________________________
 GC0631* NAD 83(1986)-  36 07 24.     (N)    086 45 35.     (W)     SCALED    
 GC0631* NAVD 88     -       174.066  (meters)     571.08   (feet)  ADJUSTED  
 GC0631  ___________________________________________________________________
 GC0631  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0631  DYNAMIC HT  -         173.917 (meters)     570.59  (feet)  COMP
 GC0631  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GC0631
 GC0631  VERT ORDER  -  SECOND    CLASS 0
 GC0631
 GC0631.The horizontal coordinates were scaled from a topographic map and have
 GC0631.an estimated accuracy of +/- 6 seconds.
 GC0631
 GC0631.The orthometric height was determined by differential leveling
 GC0631.and adjusted by the National Geodetic Survey in June 1991..
 GC0631
 GC0631.The geoid height was determined by GEOID03.
 GC0631
 GC0631.The dynamic height is computed by dividing the NAVD 88
 GC0631.geopotential number by the normal gravity value computed on the
 GC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0631.degrees latitude (g = 980.6199 gals.).
 GC0631
 GC0631.The modeled gravity was interpolated from observed gravity values.
 GC0631
 GC0631;                    North         East    Units  Estimated Accuracy
 GC0631;SPC TN       -   198,870.      531,610.      MT  (+/- 180 meters Scaled)
 GC0631
 GC0631                          SUPERSEDED SURVEY CONTROL
 GC0631
 GC0631  NGVD 29 (??/??/92)  174.086  (m)          571.15   (f) ADJ UNCH    2 0
 GC0631
 GC0631.Superseded values are not recommended for survey control.
 GC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0631.See file dsdata.txt to determine how the superseded data were derived.
 GC0631
 GC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE216976(NAD 83)
 GC0631_MARKER: DB = BENCH MARK DISK
 GC0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0631_STAMPING: G 222 1959
 GC0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0631+STABILITY: SURFACE MOTION
 GC0631
 GC0631  HISTORY     - Date     Condition        Report By
 GC0631  HISTORY     - 1959     MONUMENTED       CGS
 GC0631  HISTORY     - 1960     GOOD             NGS
 GC0631
 GC0631                          STATION DESCRIPTION
 GC0631
 GC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0631'AT NASHVILLE.
 GC0631'THIS BENCH MARK IS ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF
 GC0631'ROSEDALE AVE. AND HURWOOD DRIVE, 45 FT. WEST-SOUTHWEST OF A BRICK
 GC0631'HOUSE (NO. 2210), 127 FT. NORTH OF THE CENTER OF FAIRLANE DRIVE,
 GC0631'28 FT. EAST OF THE CENTER OF HURWOOD DRIVE, 2 FT. EAST OF A POWER
 GC0631'LINE POLE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0631'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0676 ***********************************************************************
 GC0676  DESIGNATION -  G 223
 GC0676  PID         -  GC0676
 GC0676  STATE/COUNTY-  TN/DAVIDSON
 GC0676  USGS QUAD   -  OAK HILL (1968)
 GC0676
 GC0676                         *CURRENT SURVEY CONTROL
 GC0676  ___________________________________________________________________
 GC0676* NAD 83(1986)-  36 02 39.     (N)    086 46 44.     (W)     SCALED    
 GC0676* NAVD 88     -       203.288  (meters)     666.95   (feet)  ADJUSTED  
 GC0676  ___________________________________________________________________
 GC0676  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0676  DYNAMIC HT  -         203.111 (meters)     666.37  (feet)  COMP
 GC0676  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0676
 GC0676  VERT ORDER  -  SECOND    CLASS 0
 GC0676
 GC0676.The horizontal coordinates were scaled from a topographic map and have
 GC0676.an estimated accuracy of +/- 6 seconds.
 GC0676
 GC0676.The orthometric height was determined by differential leveling
 GC0676.and adjusted by the National Geodetic Survey in June 1991..
 GC0676
 GC0676.The geoid height was determined by GEOID03.
 GC0676
 GC0676.The dynamic height is computed by dividing the NAVD 88
 GC0676.geopotential number by the normal gravity value computed on the
 GC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0676.degrees latitude (g = 980.6199 gals.).
 GC0676
 GC0676.The modeled gravity was interpolated from observed gravity values.
 GC0676
 GC0676;                    North         East    Units  Estimated Accuracy
 GC0676;SPC TN       -   190,100.      529,820.      MT  (+/- 180 meters Scaled)
 GC0676
 GC0676                          SUPERSEDED SURVEY CONTROL
 GC0676
 GC0676  NGVD 29 (??/??/92)  203.297  (m)          666.98   (f) ADJ UNCH    2 0
 GC0676
 GC0676.Superseded values are not recommended for survey control.
 GC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0676.See file dsdata.txt to determine how the superseded data were derived.
 GC0676
 GC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE199888(NAD 83)
 GC0676_MARKER: DB = BENCH MARK DISK
 GC0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0676_STAMPING: G 223 1960
 GC0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0676+STABILITY: SURFACE MOTION
 GC0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0676+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 GC0676
 GC0676  HISTORY     - Date     Condition        Report By
 GC0676  HISTORY     - 1960     MONUMENTED       CGS
 GC0676  HISTORY     - 20041206 GOOD             TVA
 GC0676
 GC0676                          STATION DESCRIPTION
 GC0676
 GC0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0676'0.8 MI N FROM BRENTWOOD.
 GC0676'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0676'HIGHWAY 31, THEN 0.65 MILE NORTH ON WILSON PIKE ROAD.  THE
 GC0676'BENCH MARK IS 19 FT. SOUTHEAST OF THE CENTER OF WILSON PIKE
 GC0676'ROAD, 15 FT. SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE, 5 FT.
 GC0676'SOUTHEAST OF TELEPHONE POLE NO. 372-12, AND 2.6 FT. SOUTHEAST OF A
 GC0676'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GC0676'1 INCH AND ABOUT LEVEL WITH THE ROAD.
 GC0676
 GC0676                          STATION RECOVERY (2004)
 GC0676
 GC0676'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GC0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0584 ***********************************************************************
 FD0584  DESIGNATION -  G 224
 FD0584  PID         -  FD0584
 FD0584  STATE/COUNTY-  TN/MAURY
 FD0584  USGS QUAD   -  GLENDALE (1981)
 FD0584
 FD0584                         *CURRENT SURVEY CONTROL
 FD0584  ___________________________________________________________________
 FD0584* NAD 83(1986)-  35 36 20.     (N)    086 54 04.     (W)     SCALED    
 FD0584* NAVD 88     -       191.944  (meters)     629.74   (feet)  ADJUSTED  
 FD0584  ___________________________________________________________________
 FD0584  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0584  DYNAMIC HT  -         191.775 (meters)     629.18  (feet)  COMP
 FD0584  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 FD0584
 FD0584  VERT ORDER  -  SECOND    CLASS 0
 FD0584
 FD0584.The horizontal coordinates were scaled from a topographic map and have
 FD0584.an estimated accuracy of +/- 6 seconds.
 FD0584
 FD0584.The orthometric height was determined by differential leveling
 FD0584.and adjusted by the National Geodetic Survey in June 1991..
 FD0584
 FD0584.The geoid height was determined by GEOID03.
 FD0584
 FD0584.The dynamic height is computed by dividing the NAVD 88
 FD0584.geopotential number by the normal gravity value computed on the
 FD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0584.degrees latitude (g = 980.6199 gals.).
 FD0584
 FD0584.The modeled gravity was interpolated from observed gravity values.
 FD0584
 FD0584;                    North         East    Units  Estimated Accuracy
 FD0584;SPC TN       -   141,530.      518,360.      MT  (+/- 180 meters Scaled)
 FD0584
 FD0584                          SUPERSEDED SURVEY CONTROL
 FD0584
 FD0584  NGVD 29 (??/??/92)  191.924  (m)          629.67   (f) ADJ UNCH    2 0
 FD0584
 FD0584.Superseded values are not recommended for survey control.
 FD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0584.See file dsdata.txt to determine how the superseded data were derived.
 FD0584
 FD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE089402(NAD 83)
 FD0584_MARKER: DB = BENCH MARK DISK
 FD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0584_STAMPING: G 224 1960
 FD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0584+STABILITY: SURFACE MOTION
 FD0584
 FD0584  HISTORY     - Date     Condition        Report By
 FD0584  HISTORY     - 1960     MONUMENTED       CGS
 FD0584
 FD0584                          STATION DESCRIPTION
 FD0584
 FD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0584'6.7 MI N FROM BRYANT.
 FD0584'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0584'50 FOR 0.7 MILE, THEN 6.0 MILES NORTH ON INTERSTATE HIGHWAY 65 TO
 FD0584'A SMALL CREEK.  THE BENCH MARK IS ABOUT 0.05 MILE NORTH OF THE
 FD0584'CREEK, ABOUT 225 FT. NORTHEAST OF THE CENTER OF INTERSTATE HIGHWAY
 FD0584'65, 100 FT. EAST OF THE CENTER OF A TRACK ROAD, 1 FT. NORTHWEST
 FD0584'OF A FENCE AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS
 FD0584'SET IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0424 ***********************************************************************
 FD0424  DESIGNATION -  G 225
 FD0424  PID         -  FD0424
 FD0424  STATE/COUNTY-  TN/GILES
 FD0424  USGS QUAD   -  TARPLEY (1982)
 FD0424
 FD0424                         *CURRENT SURVEY CONTROL
 FD0424  ___________________________________________________________________
 FD0424* NAD 83(1986)-  35 10 28.     (N)    086 52 39.     (W)     SCALED    
 FD0424* NAVD 88     -       238.466  (meters)     782.37   (feet)  ADJUSTED  
 FD0424  ___________________________________________________________________
 FD0424  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0424  DYNAMIC HT  -         238.244 (meters)     781.64  (feet)  COMP
 FD0424  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0424
 FD0424  VERT ORDER  -  SECOND    CLASS 0
 FD0424
 FD0424.The horizontal coordinates were scaled from a topographic map and have
 FD0424.an estimated accuracy of +/- 6 seconds.
 FD0424
 FD0424.The orthometric height was determined by differential leveling
 FD0424.and adjusted by the National Geodetic Survey in June 1991..
 FD0424
 FD0424.The geoid height was determined by GEOID03.
 FD0424
 FD0424.The dynamic height is computed by dividing the NAVD 88
 FD0424.geopotential number by the normal gravity value computed on the
 FD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0424.degrees latitude (g = 980.6199 gals.).
 FD0424
 FD0424.The modeled gravity was interpolated from observed gravity values.
 FD0424
 FD0424;                    North         East    Units  Estimated Accuracy
 FD0424;SPC TN       -    93,680.      520,070.      MT  (+/- 180 meters Scaled)
 FD0424
 FD0424                          SUPERSEDED SURVEY CONTROL
 FD0424
 FD0424  NGVD 29 (??/??/92)  238.440  (m)          782.28   (f) ADJ UNCH    2 0
 FD0424
 FD0424.Superseded values are not recommended for survey control.
 FD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0424.See file dsdata.txt to determine how the superseded data were derived.
 FD0424
 FD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111923(NAD 83)
 FD0424_MARKER: DB = BENCH MARK DISK
 FD0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0424_STAMPING: G 225 1960
 FD0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0424+STABILITY: SURFACE MOTION
 FD0424
 FD0424  HISTORY     - Date     Condition        Report By
 FD0424  HISTORY     - 1960     MONUMENTED       CGS
 FD0424
 FD0424                          STATION DESCRIPTION
 FD0424
 FD0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0424'2.5 MI N FROM BUNKER HILL.
 FD0424'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0424'FOR 2.5 MILES TO THE T JUNCTION OF A GRAVELED ROAD.  THE BENCH
 FD0424'MARK IS ABOUT 200 FT. NORTHEAST OF THE CENTER OF THE PROPOSED
 FD0424'INTERSTATE HIGHWAY, 130 FT. NORTHEAST OF THE CENTER OF THE T
 FD0424'JUNCTION OF THE PAVED ROAD AND A GRAVELED ROAD, 77 FT. NORTHWEST
 FD0424'OF A FENCELINE RUNNING BEHIND A HOUSE, 13 FT. NORTHWEST OF THE
 FD0424'CENTER OF THE GRAVELED ROAD, AND 2.1 FT. NORTHWEST OF A WITNESS
 FD0424'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FD0424'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0425 ***********************************************************************
 FD0425  DESIGNATION -  G 225 RESET
 FD0425  PID         -  FD0425
 FD0425  STATE/COUNTY-  TN/GILES
 FD0425  USGS QUAD   -  TARPLEY (1982)
 FD0425
 FD0425                         *CURRENT SURVEY CONTROL
 FD0425  ___________________________________________________________________
 FD0425* NAD 83(1986)-  35 10 28.     (N)    086 52 39.     (W)     SCALED    
 FD0425* NAVD 88     -       240.21   (+/-2cm)     788.1    (feet)  VERTCON   
 FD0425  ___________________________________________________________________
 FD0425  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0425
 FD0425  VERT ORDER  -  THIRD (See Below)
 FD0425
 FD0425.The horizontal coordinates were scaled from a topographic map and have
 FD0425.an estimated accuracy of +/- 6 seconds.
 FD0425
 FD0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0425.The vertical order pertains to the NGVD 29 superseded value.
 FD0425
 FD0425.The geoid height was determined by GEOID03.
 FD0425
 FD0425;                    North         East    Units  Estimated Accuracy
 FD0425;SPC TN       -    93,680.      520,070.      MT  (+/- 180 meters Scaled)
 FD0425
 FD0425                          SUPERSEDED SURVEY CONTROL
 FD0425
 FD0425  NGVD 29 (??/??/??)  240.18   (m)          788.0    (f) RESET       3  
 FD0425
 FD0425.Superseded values are not recommended for survey control.
 FD0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0425.See file dsdata.txt to determine how the superseded data were derived.
 FD0425
 FD0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111923(NAD 83)
 FD0425_MARKER: DD = SURVEY DISK
 FD0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0425_STAMPING: G 225 1960 RESET 1963
 FD0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0425+STABILITY: SURFACE MOTION
 FD0425
 FD0425  HISTORY     - Date     Condition        Report By
 FD0425  HISTORY     - 1963     MONUMENTED       TNHD
 FD0425
 FD0425                          STATION DESCRIPTION
 FD0425
 FD0425'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0425'2.6 MI N FROM BUNKER HILL.
 FD0425'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO NORTH
 FD0425'ON A PAVED ROAD FOR 2.65 MILES TO THE MARK ON THE LEFT, 28 FEET
 FD0425'WEST OF THE APPROXIMATE CENTER OF A PAVED ROAD, 27 FEET
 FD0425'NORTHWEST OF A POWER POLE, 3 FEET EAST OF A 6-INCH TREE, 2.0
 FD0425'FEET EAST OF A WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH
 FD0425'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0721 ***********************************************************************
 GC0721  DESIGNATION -  G 226
 GC0721  PID         -  GC0721
 GC0721  STATE/COUNTY-  TN/WILSON
 GC0721  USGS QUAD   -  HERMITAGE (1983)
 GC0721
 GC0721                         *CURRENT SURVEY CONTROL
 GC0721  ___________________________________________________________________
 GC0721* NAD 83(1986)-  36 11 40.     (N)    086 30 23.     (W)     SCALED    
 GC0721* NAVD 88     -       176.179  (meters)     578.01   (feet)  ADJUSTED  
 GC0721  ___________________________________________________________________
 GC0721  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0721  DYNAMIC HT  -         176.031 (meters)     577.53  (feet)  COMP
 GC0721  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GC0721
 GC0721  VERT ORDER  -  SECOND    CLASS 0
 GC0721
 GC0721.The horizontal coordinates were scaled from a topographic map and have
 GC0721.an estimated accuracy of +/- 6 seconds.
 GC0721
 GC0721.The orthometric height was determined by differential leveling
 GC0721.and adjusted by the National Geodetic Survey in June 1991..
 GC0721
 GC0721.The geoid height was determined by GEOID03.
 GC0721
 GC0721.The dynamic height is computed by dividing the NAVD 88
 GC0721.geopotential number by the normal gravity value computed on the
 GC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0721.degrees latitude (g = 980.6199 gals.).
 GC0721
 GC0721.The modeled gravity was interpolated from observed gravity values.
 GC0721
 GC0721;                    North         East    Units  Estimated Accuracy
 GC0721;SPC TN       -   206,610.      554,460.      MT  (+/- 180 meters Scaled)
 GC0721
 GC0721                          SUPERSEDED SURVEY CONTROL
 GC0721
 GC0721  NGVD 29 (??/??/92)  176.228  (m)          578.17   (f) ADJ UNCH    2 0
 GC0721
 GC0721.Superseded values are not recommended for survey control.
 GC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0721.See file dsdata.txt to determine how the superseded data were derived.
 GC0721
 GC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF443056(NAD 83)
 GC0721_MARKER: DB = BENCH MARK DISK
 GC0721_SETTING: 66 = SET IN ROCK OUTCROP
 GC0721_SP_SET: BEDROCK
 GC0721_STAMPING: G 226 1960
 GC0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0721+STABILITY: POSITION/ELEVATION WELL
 GC0721
 GC0721  HISTORY     - Date     Condition        Report By
 GC0721  HISTORY     - 1960     MONUMENTED       CGS
 GC0721
 GC0721                          STATION DESCRIPTION
 GC0721
 GC0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0721'0.8 MI E FROM MOUNT JULIET.
 GC0721'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0721'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0721'RAILWAY TO A ROAD CROSSING.  THE BENCH MARK IS 60 FT. EAST OF
 GC0721'POWER LINE OVERHEAD, 52 FT. EAST OF THE CENTER OF THE ROAD
 GC0721'CROSSING, 26 FT. SOUTHWEST OF A FENCE, 20 FT. NORTHEAST OF THE
 GC0721'NORTHEAST RAIL, AND ABOUT 2 FT. ABOVE THE LEVEL OF THE TRACK.
 GC0721'THE DISK IS CEMENTED IN A DRILL HOLE IN A LARGE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0289 ***********************************************************************
 GC0289  DESIGNATION -  G 227
 GC0289  PID         -  GC0289
 GC0289  STATE/COUNTY-  TN/SMITH
 GC0289  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0289
 GC0289                         *CURRENT SURVEY CONTROL
 GC0289  ___________________________________________________________________
 GC0289* NAD 83(1986)-  36 10 26.     (N)    086 04 24.     (W)     SCALED    
 GC0289* NAVD 88     -       197.765  (meters)     648.83   (feet)  ADJUSTED  
 GC0289  ___________________________________________________________________
 GC0289  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0289  DYNAMIC HT  -         197.597 (meters)     648.28  (feet)  COMP
 GC0289  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC0289
 GC0289  VERT ORDER  -  SECOND    CLASS 0
 GC0289
 GC0289.The horizontal coordinates were scaled from a topographic map and have
 GC0289.an estimated accuracy of +/- 6 seconds.
 GC0289
 GC0289.The orthometric height was determined by differential leveling
 GC0289.and adjusted by the National Geodetic Survey in June 1991..
 GC0289
 GC0289.The geoid height was determined by GEOID03.
 GC0289
 GC0289.The dynamic height is computed by dividing the NAVD 88
 GC0289.geopotential number by the normal gravity value computed on the
 GC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0289.degrees latitude (g = 980.6199 gals.).
 GC0289
 GC0289.The modeled gravity was interpolated from observed gravity values.
 GC0289
 GC0289;                    North         East    Units  Estimated Accuracy
 GC0289;SPC TN       -   204,210.      593,400.      MT  (+/- 180 meters Scaled)
 GC0289
 GC0289                          SUPERSEDED SURVEY CONTROL
 GC0289
 GC0289  NGVD 29 (??/??/92)  197.826  (m)          649.03   (f) ADJ UNCH    2 0
 GC0289
 GC0289.Superseded values are not recommended for survey control.
 GC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0289.See file dsdata.txt to determine how the superseded data were derived.
 GC0289
 GC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF833036(NAD 83)
 GC0289_MARKER: DB = BENCH MARK DISK
 GC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0289_STAMPING: G 227 1960
 GC0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0289+STABILITY: SURFACE MOTION
 GC0289
 GC0289  HISTORY     - Date     Condition        Report By
 GC0289  HISTORY     - 1960     MONUMENTED       CGS
 GC0289
 GC0289                          STATION DESCRIPTION
 GC0289
 GC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0289'4.1 MI W FROM NEW MIDDLETON.
 GC0289'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0289'141 FOR 3.4 MILES, THEN 0.7 MILE WEST ON A GRAVELED ROAD TO A
 GC0289'T JUNCTION.  THE BENCH MARK IS 34 FT. NORTH OF THE CENTER OF THE
 GC0289'T JUNCTION, 35 FT. WEST OF THE CENTER OF A WOODEN BRIDGE, 25 FT.
 GC0289'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, AND 1.5 FT. NORTH
 GC0289'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0289'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1739 ***********************************************************************
 GB1739  DESIGNATION -  G 228
 GB1739  PID         -  GB1739
 GB1739  STATE/COUNTY-  TN/SMITH
 GB1739  USGS QUAD   -  GORDONSVILLE (1986)
 GB1739
 GB1739                         *CURRENT SURVEY CONTROL
 GB1739  ___________________________________________________________________
 GB1739* NAD 83(1986)-  36 09 56.     (N)    085 54 47.     (W)     SCALED    
 GB1739* NAVD 88     -       156.185  (meters)     512.42   (feet)  ADJUSTED  
 GB1739  ___________________________________________________________________
 GB1739  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1739  DYNAMIC HT  -         156.052 (meters)     511.98  (feet)  COMP
 GB1739  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GB1739
 GB1739  VERT ORDER  -  SECOND    CLASS 0
 GB1739
 GB1739.The horizontal coordinates were scaled from a topographic map and have
 GB1739.an estimated accuracy of +/- 6 seconds.
 GB1739
 GB1739.The orthometric height was determined by differential leveling
 GB1739.and adjusted by the National Geodetic Survey in June 1991..
 GB1739
 GB1739.The geoid height was determined by GEOID03.
 GB1739
 GB1739.The dynamic height is computed by dividing the NAVD 88
 GB1739.geopotential number by the normal gravity value computed on the
 GB1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1739.degrees latitude (g = 980.6199 gals.).
 GB1739
 GB1739.The modeled gravity was interpolated from observed gravity values.
 GB1739
 GB1739;                    North         East    Units  Estimated Accuracy
 GB1739;SPC TN       -   203,290.      607,820.      MT  (+/- 180 meters Scaled)
 GB1739
 GB1739                          SUPERSEDED SURVEY CONTROL
 GB1739
 GB1739  NGVD 29 (??/??/92)  156.251  (m)          512.63   (f) ADJ UNCH    2 0
 GB1739
 GB1739.Superseded values are not recommended for survey control.
 GB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1739.See file dsdata.txt to determine how the superseded data were derived.
 GB1739
 GB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF977028(NAD 83)
 GB1739_MARKER: DB = BENCH MARK DISK
 GB1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1739_SP_SET: FOUNDATION
 GB1739_STAMPING: G 228 1960
 GB1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1739
 GB1739  HISTORY     - Date     Condition        Report By
 GB1739  HISTORY     - 1960     MONUMENTED       CGS
 GB1739
 GB1739                          STATION DESCRIPTION
 GB1739
 GB1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1739'AT CARTHAGE JUNCTION.
 GB1739'THE BENCH MARK IS ABOUT 0.05 MILES SOUTH OF THE TENNESSEE CENTRAL
 GB1739'RAILWAY STATION AT CARTHAGE JUNCTION, 35 FT. SOUTH OF THE
 GB1739'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 7 FT. EAST OF THE
 GB1739'EAST RAIL.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 6 BY 3
 GB1739'CONCRETE FOUNDATION AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1739'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0136 ***********************************************************************
 FD0136  DESIGNATION -  G 229
 FD0136  PID         -  FD0136
 FD0136  STATE/COUNTY-  TN/COFFEE
 FD0136  USGS QUAD   -  NOAH (1976)
 FD0136
 FD0136                         *CURRENT SURVEY CONTROL
 FD0136  ___________________________________________________________________
 FD0136* NAD 83(1986)-  35 31 58.     (N)    086 09 42.     (W)     SCALED    
 FD0136* NAVD 88     -       345.770  (meters)    1134.41   (feet)  ADJUSTED  
 FD0136  ___________________________________________________________________
 FD0136  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0136  DYNAMIC HT  -         345.442 (meters)    1133.34  (feet)  COMP
 FD0136  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FD0136
 FD0136  VERT ORDER  -  SECOND    CLASS 0
 FD0136
 FD0136.The horizontal coordinates were scaled from a topographic map and have
 FD0136.an estimated accuracy of +/- 6 seconds.
 FD0136
 FD0136.The orthometric height was determined by differential leveling
 FD0136.and adjusted by the National Geodetic Survey in June 1991..
 FD0136
 FD0136.The geoid height was determined by GEOID03.
 FD0136
 FD0136.The dynamic height is computed by dividing the NAVD 88
 FD0136.geopotential number by the normal gravity value computed on the
 FD0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0136.degrees latitude (g = 980.6199 gals.).
 FD0136
 FD0136.The modeled gravity was interpolated from observed gravity values.
 FD0136
 FD0136;                    North         East    Units  Estimated Accuracy
 FD0136;SPC TN       -   133,090.      585,340.      MT  (+/- 180 meters Scaled)
 FD0136
 FD0136                          SUPERSEDED SURVEY CONTROL
 FD0136
 FD0136  NGVD 29 (??/??/92)  345.762  (m)         1134.39   (f) ADJ UNCH    2 0
 FD0136
 FD0136.Superseded values are not recommended for survey control.
 FD0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0136.See file dsdata.txt to determine how the superseded data were derived.
 FD0136
 FD0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE760324(NAD 83)
 FD0136_MARKER: DB = BENCH MARK DISK
 FD0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0136_SP_SET: CULVERT
 FD0136_STAMPING: G 229 1960
 FD0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0136
 FD0136  HISTORY     - Date     Condition        Report By
 FD0136  HISTORY     - 1960     MONUMENTED       CGS
 FD0136
 FD0136                          STATION DESCRIPTION
 FD0136
 FD0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0136'5.3 MI NW FROM MANCHESTER.
 FD0136'FROM THE COURT HOUSE IN MANCHESTER, GO 5.3 MILES NORTHWEST ON
 FD0136'U.S. HIGHWAY 41 TO A CONCRETE CULVERT JUST SOUTH OF RAYS DRIVE-IN
 FD0136'CAFE.  THE BENCH MARK IS 27.5 FT. WEST OF THE CENTER OF U.S. HIGHWY
 FD0136'41.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH
 FD0136'END OF THE WEST CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0277 ***********************************************************************
 GD0277  DESIGNATION -  G 23
 GD0277  PID         -  GD0277
 GD0277  STATE/COUNTY-  TN/WEAKLEY
 GD0277  USGS QUAD   -  DRESDEN (1981)
 GD0277
 GD0277                         *CURRENT SURVEY CONTROL
 GD0277  ___________________________________________________________________
 GD0277* NAD 83(1986)-  36 17 07.     (N)    088 42 19.     (W)     SCALED    
 GD0277* NAVD 88     -       138.672  (meters)     454.96   (feet)  ADJUSTED  
 GD0277  ___________________________________________________________________
 GD0277  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0277  DYNAMIC HT  -         138.557 (meters)     454.58  (feet)  COMP
 GD0277  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GD0277
 GD0277  VERT ORDER  -  FIRST     CLASS II
 GD0277
 GD0277.The horizontal coordinates were scaled from a topographic map and have
 GD0277.an estimated accuracy of +/- 6 seconds.
 GD0277
 GD0277.The orthometric height was determined by differential leveling
 GD0277.and adjusted by the National Geodetic Survey in June 1991..
 GD0277
 GD0277.The geoid height was determined by GEOID03.
 GD0277
 GD0277.The dynamic height is computed by dividing the NAVD 88
 GD0277.geopotential number by the normal gravity value computed on the
 GD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0277.degrees latitude (g = 980.6199 gals.).
 GD0277
 GD0277.The modeled gravity was interpolated from observed gravity values.
 GD0277
 GD0277;                    North         East    Units  Estimated Accuracy
 GD0277;SPC TN       -   219,930.      357,000.      MT  (+/- 180 meters Scaled)
 GD0277
 GD0277                          SUPERSEDED SURVEY CONTROL
 GD0277
 GD0277  NGVD 29 (??/??/??)  138.695  (m)          455.04   (f) ADJUSTED    1 2
 GD0277
 GD0277.Superseded values are not recommended for survey control.
 GD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0277.See file dsdata.txt to determine how the superseded data were derived.
 GD0277
 GD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF468169(NAD 83)
 GD0277_MARKER: DB = BENCH MARK DISK
 GD0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0277_SP_SET: CONCRETE BASE
 GD0277_STAMPING: G 23 1934 455.196
 GD0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0277
 GD0277  HISTORY     - Date     Condition        Report By
 GD0277  HISTORY     - 1934     MONUMENTED       CGS
 GD0277  HISTORY     - 1949     GOOD             CGS
 GD0277  HISTORY     - 1967     GOOD             CGS
 GD0277  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0277
 GD0277                          STATION DESCRIPTION
 GD0277
 GD0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0277'AT DRESDEN.
 GD0277'AT DRESDEN, WEST AND ACROSS THE TRACKS FROM THE NASHVILLE,
 GD0277'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, SET IN THE TOP OF THE
 GD0277'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE NORTH LEG OF A
 GD0277'WATER TOWER, 30.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT
 GD0277'LEVEL WITH THE TRACKS.
 GD0277
 GD0277                          STATION RECOVERY (1967)
 GD0277
 GD0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0277'RECOVERED IN GOOD CONDITION.
 GD0277
 GD0277                          STATION RECOVERY (2002)
 GD0277
 GD0277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0277'SUSPECTED DESTROYED. FOUND REMINANTS OF WATER TOWER BASE. TRACKS,
 GD0277'STATION, AND WATER TOWER NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1779 ***********************************************************************
 GB1779  DESIGNATION -  G 230
 GB1779  PID         -  GB1779
 GB1779  STATE/COUNTY-  TN/PUTNAM
 GB1779  USGS QUAD   -  SILVER POINT (1981)
 GB1779
 GB1779                         *CURRENT SURVEY CONTROL
 GB1779  ___________________________________________________________________
 GB1779* NAD 83(1986)-  36 06 12.     (N)    085 42 47.     (W)     SCALED    
 GB1779* NAVD 88     -       311.259  (meters)    1021.19   (feet)  ADJUSTED  
 GB1779  ___________________________________________________________________
 GB1779  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GB1779  DYNAMIC HT  -         310.981 (meters)    1020.28  (feet)  COMP
 GB1779  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 GB1779
 GB1779  VERT ORDER  -  SECOND    CLASS 0
 GB1779
 GB1779.The horizontal coordinates were scaled from a topographic map and have
 GB1779.an estimated accuracy of +/- 6 seconds.
 GB1779
 GB1779.The orthometric height was determined by differential leveling
 GB1779.and adjusted by the National Geodetic Survey in June 1991..
 GB1779
 GB1779.The geoid height was determined by GEOID03.
 GB1779
 GB1779.The dynamic height is computed by dividing the NAVD 88
 GB1779.geopotential number by the normal gravity value computed on the
 GB1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1779.degrees latitude (g = 980.6199 gals.).
 GB1779
 GB1779.The modeled gravity was interpolated from observed gravity values.
 GB1779
 GB1779;                    North         East    Units  Estimated Accuracy
 GB1779;SPC TN       -   196,420.      625,840.      MT  (+/- 180 meters Scaled)
 GB1779
 GB1779                          SUPERSEDED SURVEY CONTROL
 GB1779
 GB1779  NGVD 29 (??/??/92)  311.320  (m)         1021.39   (f) ADJ UNCH    2 0
 GB1779
 GB1779.Superseded values are not recommended for survey control.
 GB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1779.See file dsdata.txt to determine how the superseded data were derived.
 GB1779
 GB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE158961(NAD 83)
 GB1779_MARKER: DB = BENCH MARK DISK
 GB1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1779_STAMPING: G 230 1960
 GB1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1779+STABILITY: SURFACE MOTION
 GB1779
 GB1779  HISTORY     - Date     Condition        Report By
 GB1779  HISTORY     - 1960     MONUMENTED       CGS
 GB1779
 GB1779                          STATION DESCRIPTION
 GB1779
 GB1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1779'1 MI NE FROM SILVER POINT.
 GB1779'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1779'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 1.0 MILE
 GB1779'NORTHEAST ON INTERSTATE HIGHWAY 40 TO A GRAVELED FARM ROAD.  THE
 GB1779'BENCH MARK IS 0.15 MILE EAST OF AN OVERPASS, 18 FT. WEST OF A
 GB1779'GRAVELED FARM ROAD, 1.4 FT. NORTH OF A FENCE, 1.7 FT. WEST OF
 GB1779'A WITNESS SIGN, AND SET ON THE SOUTHEAST RIGHT OF WAY OF INTERSTATE
 GB1779'HIGHWAY 40 NOW UNDER CONSTRUCTION.  THE DISK IS SET IN TOP OF A
 GB1779'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. ABOVE THE
 GB1779'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1630 ***********************************************************************
 GB1630  DESIGNATION -  G 231
 GB1630  PID         -  GB1630
 GB1630  STATE/COUNTY-  TN/PUTNAM
 GB1630  USGS QUAD   -  MONTEREY (1981)
 GB1630
 GB1630                         *CURRENT SURVEY CONTROL
 GB1630  ___________________________________________________________________
 GB1630* NAD 83(1986)-  36 07 52.     (N)    085 15 39.     (W)     SCALED    
 GB1630* NAVD 88     -       558.210  (meters)    1831.39   (feet)  ADJUSTED  
 GB1630  ___________________________________________________________________
 GB1630  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB1630  DYNAMIC HT  -         557.692 (meters)    1829.69  (feet)  COMP
 GB1630  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GB1630
 GB1630  VERT ORDER  -  SECOND    CLASS 0
 GB1630
 GB1630.The horizontal coordinates were scaled from a topographic map and have
 GB1630.an estimated accuracy of +/- 6 seconds.
 GB1630
 GB1630.The orthometric height was determined by differential leveling
 GB1630.and adjusted by the National Geodetic Survey in June 1991..
 GB1630
 GB1630.The geoid height was determined by GEOID03.
 GB1630
 GB1630.The dynamic height is computed by dividing the NAVD 88
 GB1630.geopotential number by the normal gravity value computed on the
 GB1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1630.degrees latitude (g = 980.6199 gals.).
 GB1630
 GB1630.The modeled gravity was interpolated from observed gravity values.
 GB1630
 GB1630;                    North         East    Units  Estimated Accuracy
 GB1630;SPC TN       -   199,710.      666,530.      MT  (+/- 180 meters Scaled)
 GB1630
 GB1630                          SUPERSEDED SURVEY CONTROL
 GB1630
 GB1630  NGVD 29 (??/??/92)  558.225  (m)         1831.44   (f) ADJ UNCH    2 0
 GB1630
 GB1630.Superseded values are not recommended for survey control.
 GB1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1630.See file dsdata.txt to determine how the superseded data were derived.
 GB1630
 GB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE564998(NAD 83)
 GB1630_MARKER: DB = BENCH MARK DISK
 GB1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1630_SP_SET: CULVERT
 GB1630_STAMPING: G 231 1960
 GB1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1630
 GB1630  HISTORY     - Date     Condition        Report By
 GB1630  HISTORY     - 1960     MONUMENTED       CGS
 GB1630  HISTORY     - 1983     GOOD             LOCSUR
 GB1630
 GB1630                          STATION DESCRIPTION
 GB1630
 GB1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1630'0.9 MI SE FROM MONTEREY.
 GB1630'FROM THE RAILROAD DEPOT IN MONTEREY, GO 1 BLOCK WEST, THEN
 GB1630'0.25 MILE SOUTHWEST ON A PAVED ROAD, THEN 1.3 MILES SOUTHEAST
 GB1630'ON U.S. HIGHWAY 70N.  THE BENCH MARK IS 44 FT. WEST OF A POWER
 GB1630'LINE POLE, 16 FT. EAST OF THE CENTER OF U.S. HIGHWAY 70N.  THE
 GB1630'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST
 GB1630'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY AND IS ABOUT
 GB1630'0.6 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 GB1630
 GB1630                          STATION RECOVERY (1983)
 GB1630
 GB1630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 GB1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0804 ***********************************************************************
 FC0804  DESIGNATION -  G 232
 FC0804  PID         -  FC0804
 FC0804  STATE/COUNTY-  TN/CUMBERLAND
 FC0804  USGS QUAD   -  DORTON (1991)
 FC0804
 FC0804                         *CURRENT SURVEY CONTROL
 FC0804  ___________________________________________________________________
 FC0804* NAD 83(1986)-  35 55 00.     (N)    084 54 59.     (W)     SCALED    
 FC0804* NAVD 88     -       502.659  (meters)    1649.14   (feet)  ADJUSTED  
 FC0804  ___________________________________________________________________
 FC0804  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC0804  DYNAMIC HT  -         502.195 (meters)    1647.62  (feet)  COMP
 FC0804  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0804
 FC0804  VERT ORDER  -  SECOND    CLASS 0
 FC0804
 FC0804.The horizontal coordinates were scaled from a topographic map and have
 FC0804.an estimated accuracy of +/- 6 seconds.
 FC0804
 FC0804.The orthometric height was determined by differential leveling
 FC0804.and adjusted by the National Geodetic Survey in June 1991..
 FC0804
 FC0804.The geoid height was determined by GEOID03.
 FC0804
 FC0804.The dynamic height is computed by dividing the NAVD 88
 FC0804.geopotential number by the normal gravity value computed on the
 FC0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0804.degrees latitude (g = 980.6199 gals.).
 FC0804
 FC0804.The modeled gravity was interpolated from observed gravity values.
 FC0804
 FC0804;                    North         East    Units  Estimated Accuracy
 FC0804;SPC TN       -   176,210.      697,800.      MT  (+/- 180 meters Scaled)
 FC0804
 FC0804                          SUPERSEDED SURVEY CONTROL
 FC0804
 FC0804  NGVD 29 (??/??/92)  502.748  (m)         1649.43   (f) ADJ UNCH    2 0
 FC0804
 FC0804.Superseded values are not recommended for survey control.
 FC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0804.See file dsdata.txt to determine how the superseded data were derived.
 FC0804
 FC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE880767(NAD 83)
 FC0804_MARKER: DB = BENCH MARK DISK
 FC0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0804_STAMPING: G 232 1960
 FC0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0804+STABILITY: SURFACE MOTION
 FC0804
 FC0804  HISTORY     - Date     Condition        Report By
 FC0804  HISTORY     - 1960     MONUMENTED       CGS
 FC0804
 FC0804                          STATION DESCRIPTION
 FC0804
 FC0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0804'4.7 MI NW FROM CRAB ORCHARD.
 FC0804'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST ON
 FC0804'A PAVED AND GRAVELED ROAD TO A SHARP CURVE IN THE ROAD, THEN
 FC0804'0.9 MILE NORTHWEST ON INTERSTATE HIGHWAY 40, THEN ABOUT 0.2 MILE
 FC0804'SOUTH ACROSS COUNTRY TO THE TENNESSEE CENTRAL RAILWAY, THEN 1.25
 FC0804'MILE SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY TO A PRIVATE
 FC0804'CROSSING.  THE BENCH MARK IS 0.25 MILE SOUTHEAST OF A BRIDGE
 FC0804'OVER DADDYS CREEK, 38 FT. EAST OF THE EAST RAIL, 21 FT. NORTHEAST
 FC0804'OF A POWER LINE POLE, 9 FT. NORTH OF THE CENTER OF A WIRE GATE,
 FC0804'AND 2.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FC0804'A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1 FT. BELOW THE
 FC0804'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0186 ***********************************************************************
 FC0186  DESIGNATION -  G 233
 FC0186  PID         -  FC0186
 FC0186  STATE/COUNTY-  TN/ROANE
 FC0186  USGS QUAD   -  CAVE CREEK (1989)
 FC0186
 FC0186                         *CURRENT SURVEY CONTROL
 FC0186  ___________________________________________________________________
 FC0186* NAD 83(1986)-  35 52 22.     (N)    084 28 03.     (W)     SCALED    
 FC0186* NAVD 88     -       246.343  (meters)     808.21   (feet)  ADJUSTED  
 FC0186  ___________________________________________________________________
 FC0186  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0186  DYNAMIC HT  -         246.113 (meters)     807.46  (feet)  COMP
 FC0186  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FC0186
 FC0186  VERT ORDER  -  SECOND    CLASS 0
 FC0186
 FC0186.The horizontal coordinates were scaled from a topographic map and have
 FC0186.an estimated accuracy of +/- 6 seconds.
 FC0186
 FC0186.The orthometric height was determined by differential leveling
 FC0186.and adjusted by the National Geodetic Survey in June 1991..
 FC0186
 FC0186.The geoid height was determined by GEOID03.
 FC0186
 FC0186.The dynamic height is computed by dividing the NAVD 88
 FC0186.geopotential number by the normal gravity value computed on the
 FC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0186.degrees latitude (g = 980.6199 gals.).
 FC0186
 FC0186.The modeled gravity was interpolated from observed gravity values.
 FC0186
 FC0186;                    North         East    Units  Estimated Accuracy
 FC0186;SPC TN       -   171,880.      738,390.      MT  (+/- 180 meters Scaled)
 FC0186
 FC0186                          SUPERSEDED SURVEY CONTROL
 FC0186
 FC0186  NGVD 29 (??/??/92)  246.453  (m)          808.57   (f) ADJ UNCH    2 0
 FC0186
 FC0186.Superseded values are not recommended for survey control.
 FC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0186.See file dsdata.txt to determine how the superseded data were derived.
 FC0186
 FC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE286728(NAD 83)
 FC0186_MARKER: DB = BENCH MARK DISK
 FC0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0186_SP_SET: CULVERT
 FC0186_STAMPING: G 233 1960
 FC0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0186
 FC0186  HISTORY     - Date     Condition        Report By
 FC0186  HISTORY     - 1960     MONUMENTED       CGS
 FC0186
 FC0186                          STATION DESCRIPTION
 FC0186
 FC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0186'3.3 MI SE FROM KINGSTON.
 FC0186'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0186'ST. FOR 0.8 MILE, THEN 2.5 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0186'40 TO A CULVERT.  THE BENCH MARK DISK IS CEMENTED IN A DRILL
 FC0186'HOLE IN TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 FC0186'CULVERT UNDER THE HIGHWAY, 71 FT. NORTHEAST OF THE RIGHT-OF-WAY
 FC0186'FENCE AT A POINT WHERE IT OFFSETS, 69 FT. NORTHWEST OF THE
 FC0186'RIGHT-OF-WAY FENCE AT A POINT WHERE IT OFFSETS, 30 FT. SOUTH OF
 FC0186'THE CENTER OF THE EAST BOUND TRAFFIC LANES, AND ABOUT 2 FT.
 FC0186'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0226 ***********************************************************************
 FC0226  DESIGNATION -  G 234
 FC0226  PID         -  FC0226
 FC0226  STATE/COUNTY-  TN/KNOX
 FC0226  USGS QUAD   -  LOVELL (1990)
 FC0226
 FC0226                         *CURRENT SURVEY CONTROL
 FC0226  ___________________________________________________________________
 FC0226* NAD 83(1986)-  35 53 55.     (N)    084 10 30.     (W)     SCALED    
 FC0226* NAVD 88     -       295.512  (meters)     969.53   (feet)  ADJUSTED  
 FC0226  ___________________________________________________________________
 FC0226  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0226  DYNAMIC HT  -         295.235 (meters)     968.62  (feet)  COMP
 FC0226  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 FC0226
 FC0226  VERT ORDER  -  SECOND    CLASS 0
 FC0226
 FC0226.The horizontal coordinates were scaled from a topographic map and have
 FC0226.an estimated accuracy of +/- 6 seconds.
 FC0226
 FC0226.The orthometric height was determined by differential leveling
 FC0226.and adjusted by the National Geodetic Survey in June 1991..
 FC0226
 FC0226.The geoid height was determined by GEOID03.
 FC0226
 FC0226.The dynamic height is computed by dividing the NAVD 88
 FC0226.geopotential number by the normal gravity value computed on the
 FC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0226.degrees latitude (g = 980.6199 gals.).
 FC0226
 FC0226.The modeled gravity was interpolated from observed gravity values.
 FC0226
 FC0226;                    North         East    Units  Estimated Accuracy
 FC0226;SPC TN       -   175,200.      764,740.      MT  (+/- 180 meters Scaled)
 FC0226
 FC0226                          SUPERSEDED SURVEY CONTROL
 FC0226
 FC0226  NGVD 29 (??/??/92)  295.630  (m)          969.91   (f) ADJ UNCH    2 0
 FC0226
 FC0226.Superseded values are not recommended for survey control.
 FC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0226.See file dsdata.txt to determine how the superseded data were derived.
 FC0226
 FC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE549763(NAD 83)
 FC0226_MARKER: DB = BENCH MARK DISK
 FC0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0226_SP_SET: OVERPASS
 FC0226_STAMPING: G 234 1960
 FC0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0226
 FC0226  HISTORY     - Date     Condition        Report By
 FC0226  HISTORY     - 1960     MONUMENTED       CGS
 FC0226  HISTORY     - 1976     GOOD             TNDT
 FC0226
 FC0226                          STATION DESCRIPTION
 FC0226
 FC0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0226'8 MI NE FROM EATON CROSSROADS.
 FC0226'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0226'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0226'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0226'4.55 MILES EAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER A
 FC0226'PAVED ROAD.  THE BENCH MARK IS 27 FT. SOUTH OF THE CENTER OF THE
 FC0226'EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE
 FC0226'IN TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE OVERPASS
 FC0226'AND IS ABOUT LEVEL WITH THE ROAD.
 FC0226
 FC0226                          STATION RECOVERY (1976)
 FC0226
 FC0226'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FC0226'AT INT. CAMPBELL STA. RD. AND I 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2443 ***********************************************************************
 GA2443  DESIGNATION -  G 235
 GA2443  PID         -  GA2443
 GA2443  STATE/COUNTY-  TN/KNOX
 GA2443  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2443
 GA2443                         *CURRENT SURVEY CONTROL
 GA2443  ___________________________________________________________________
 GA2443* NAD 83(1986)-  36 02 14.     (N)    083 59 55.     (W)     SCALED    
 GA2443* NAVD 88     -       306.309  (meters)    1004.95   (feet)  ADJUSTED  
 GA2443  ___________________________________________________________________
 GA2443  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2443  DYNAMIC HT  -         306.023 (meters)    1004.01  (feet)  COMP
 GA2443  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA2443
 GA2443  VERT ORDER  -  SECOND    CLASS 0
 GA2443
 GA2443.The horizontal coordinates were scaled from a topographic map and have
 GA2443.an estimated accuracy of +/- 6 seconds.
 GA2443
 GA2443.The orthometric height was determined by differential leveling
 GA2443.and adjusted by the National Geodetic Survey in June 1991..
 GA2443
 GA2443.The geoid height was determined by GEOID03.
 GA2443
 GA2443.The dynamic height is computed by dividing the NAVD 88
 GA2443.geopotential number by the normal gravity value computed on the
 GA2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2443.degrees latitude (g = 980.6199 gals.).
 GA2443
 GA2443.The modeled gravity was interpolated from observed gravity values.
 GA2443
 GA2443;                    North         East    Units  Estimated Accuracy
 GA2443;SPC TN       -   190,890.      780,350.      MT  (+/- 180 meters Scaled)
 GA2443
 GA2443                          SUPERSEDED SURVEY CONTROL
 GA2443
 GA2443  NGVD 29 (??/??/92)  306.421  (m)         1005.32   (f) ADJ UNCH    2 0
 GA2443
 GA2443.Superseded values are not recommended for survey control.
 GA2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2443.See file dsdata.txt to determine how the superseded data were derived.
 GA2443
 GA2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV298922(NAD 83)
 GA2443_MARKER: DB = BENCH MARK DISK
 GA2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2443_STAMPING: G 235 1961
 GA2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2443+STABILITY: SURFACE MOTION
 GA2443
 GA2443  HISTORY     - Date     Condition        Report By
 GA2443  HISTORY     - 1961     MONUMENTED       CGS
 GA2443
 GA2443                          STATION DESCRIPTION
 GA2443
 GA2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2443'3.2 MI NW FROM INSKIP.
 GA2443'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GA2443'IN INSKIP, GO 3.1 MILES NORTHWEST ON INSKIP ROAD, THEN 0.1
 GA2443'MILE NORTHEAST ON BEAVER CREEK ROAD.  THE BENCH MARK IS 59 FT.
 GA2443'EAST OF THE NORTHEAST CORNER OF A SMALL BRICK HOUSE, 21 FT.
 GA2443'NORTHWEST OF THE CENTER OF BEAVER CREEK ROAD, 3 FT. NORTH OF
 GA2443'A POWER LINE POLE WITH TRANSFORMER 72R1, 2 FT. NORTHEAST OF A
 GA2443'FENCE, AND 1.8 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2443'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH
 GA2443'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0553 ***********************************************************************
 GB0553  DESIGNATION -  G 236
 GB0553  PID         -  GB0553
 GB0553  STATE/COUNTY-  TN/CAMPBELL
 GB0553  USGS QUAD   -  PIONEER (1979)
 GB0553
 GB0553                         *CURRENT SURVEY CONTROL
 GB0553  ___________________________________________________________________
 GB0553* NAD 83(1986)-  36 23 47.     (N)    084 16 25.     (W)     SCALED    
 GB0553* NAVD 88     -       442.062  (meters)    1450.33   (feet)  ADJUSTED  
 GB0553  ___________________________________________________________________
 GB0553  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0553  DYNAMIC HT  -         441.667 (meters)    1449.04  (feet)  COMP
 GB0553  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 GB0553
 GB0553  VERT ORDER  -  SECOND    CLASS 0
 GB0553
 GB0553.The horizontal coordinates were scaled from a topographic map and have
 GB0553.an estimated accuracy of +/- 6 seconds.
 GB0553
 GB0553.The orthometric height was determined by differential leveling
 GB0553.and adjusted by the National Geodetic Survey in June 1991..
 GB0553
 GB0553.The geoid height was determined by GEOID03.
 GB0553
 GB0553.The dynamic height is computed by dividing the NAVD 88
 GB0553.geopotential number by the normal gravity value computed on the
 GB0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0553.degrees latitude (g = 980.6199 gals.).
 GB0553
 GB0553.The modeled gravity was interpolated from observed gravity values.
 GB0553
 GB0553;                    North         East    Units  Estimated Accuracy
 GB0553;SPC TN       -   230,260.      754,870.      MT  (+/- 180 meters Scaled)
 GB0553
 GB0553                          SUPERSEDED SURVEY CONTROL
 GB0553
 GB0553  NGVD 29 (??/??/92)  442.166  (m)         1450.67   (f) ADJ UNCH    2 0
 GB0553
 GB0553.Superseded values are not recommended for survey control.
 GB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0553.See file dsdata.txt to determine how the superseded data were derived.
 GB0553
 GB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF445313(NAD 83)
 GB0553_MARKER: DB = BENCH MARK DISK
 GB0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0553_SP_SET: BRIDGE
 GB0553_STAMPING: G 236 1961
 GB0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0553
 GB0553  HISTORY     - Date     Condition        Report By
 GB0553  HISTORY     - 1961     MONUMENTED       CGS
 GB0553
 GB0553                          STATION DESCRIPTION
 GB0553
 GB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0553'3.1 MI SE FROM PIONEER.
 GB0553'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0553'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0553'THEN 0.05 MILE EAST ON A GRAVELED ROAD TO A BRIDGE AT A T JUNCTION.
 GB0553'THE BENCH MARK IS 13 FT. NORTH OF THE CENTER OF THE EAST END OF THE
 GB0553'BRIDGE.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB0553'NORTHEAST WINGWALL AT THE EAST END OF THE BRIDGE OVER A CREEK,
 GB0553'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2135 ***********************************************************************
 FB2135  DESIGNATION -  G 237
 FB2135  PID         -  FB2135
 FB2135  STATE/COUNTY-  TN/SEVIER
 FB2135  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2135
 FB2135                         *CURRENT SURVEY CONTROL
 FB2135  ___________________________________________________________________
 FB2135* NAD 83(1986)-  35 59 06.     (N)    083 35 59.     (W)     SCALED    
 FB2135* NAVD 88     -       293.708  (meters)     963.61   (feet)  ADJUSTED  
 FB2135  ___________________________________________________________________
 FB2135  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2135  DYNAMIC HT  -         293.436 (meters)     962.71  (feet)  COMP
 FB2135  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB2135
 FB2135  VERT ORDER  -  SECOND    CLASS 0
 FB2135
 FB2135.The horizontal coordinates were scaled from a topographic map and have
 FB2135.an estimated accuracy of +/- 6 seconds.
 FB2135
 FB2135.The orthometric height was determined by differential leveling
 FB2135.and adjusted by the National Geodetic Survey in June 1991..
 FB2135
 FB2135.The geoid height was determined by GEOID03.
 FB2135
 FB2135.The dynamic height is computed by dividing the NAVD 88
 FB2135.geopotential number by the normal gravity value computed on the
 FB2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2135.degrees latitude (g = 980.6199 gals.).
 FB2135
 FB2135.The modeled gravity was interpolated from observed gravity values.
 FB2135
 FB2135;                    North         East    Units  Estimated Accuracy
 FB2135;SPC TN       -   185,910.      816,430.      MT  (+/- 180 meters Scaled)
 FB2135
 FB2135                          SUPERSEDED SURVEY CONTROL
 FB2135
 FB2135  NGVD 29 (??/??/92)  293.870  (m)          964.14   (f) ADJ UNCH    2 0
 FB2135
 FB2135.Superseded values are not recommended for survey control.
 FB2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2135.See file dsdata.txt to determine how the superseded data were derived.
 FB2135
 FB2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV656854(NAD 83)
 FB2135_MARKER: DB = BENCH MARK DISK
 FB2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2135_STAMPING: G 237 1961
 FB2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2135+STABILITY: SURFACE MOTION
 FB2135
 FB2135  HISTORY     - Date     Condition        Report By
 FB2135  HISTORY     - 1961     MONUMENTED       CGS
 FB2135  HISTORY     - 1972     GOOD             TVA
 FB2135
 FB2135                          STATION DESCRIPTION
 FB2135
 FB2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2135'1.6 MI E FROM KODAK.
 FB2135'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2135'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2135'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES
 FB2135'EAST OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN
 FB2135'0.4 MILE EAST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS
 FB2135'ABOUT 300 FT. NORTH OF INTERSTATE HIGHWAY 40, 13 FT. EAST OF
 FB2135'THE CENTER OF A GRAVELED DRIVE, 4 FT. SOUTHEAST OF A POWER
 FB2135'LINE POLE, 2 FT. NORTHEAST OF A FENCE CORNER, AND 1.7 FT. SOUTH
 FB2135'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2135'PROJECTING 4 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FB2135'GRAVELED DRIVE.
 FB2135
 FB2135                          STATION RECOVERY (1972)
 FB2135
 FB2135'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0286 ***********************************************************************
 FC0286  DESIGNATION -  G 238
 FC0286  PID         -  FC0286
 FC0286  STATE/COUNTY-  TN/LOUDON
 FC0286  USGS QUAD   -  PHILADELPHIA (1974)
 FC0286
 FC0286                         *CURRENT SURVEY CONTROL
 FC0286  ___________________________________________________________________
 FC0286* NAD 83(1986)-  35 42 34.     (N)    084 24 53.     (W)     SCALED    
 FC0286* NAVD 88     -       257.025  (meters)     843.26   (feet)  ADJUSTED  
 FC0286  ___________________________________________________________________
 FC0286  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0286  DYNAMIC HT  -         256.779 (meters)     842.45  (feet)  COMP
 FC0286  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0286
 FC0286  VERT ORDER  -  SECOND    CLASS 0
 FC0286
 FC0286.The horizontal coordinates were scaled from a topographic map and have
 FC0286.an estimated accuracy of +/- 6 seconds.
 FC0286
 FC0286.The orthometric height was determined by differential leveling
 FC0286.and adjusted by the National Geodetic Survey in June 1991..
 FC0286
 FC0286.The geoid height was determined by GEOID03.
 FC0286
 FC0286.The dynamic height is computed by dividing the NAVD 88
 FC0286.geopotential number by the normal gravity value computed on the
 FC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0286.degrees latitude (g = 980.6199 gals.).
 FC0286
 FC0286.The modeled gravity was interpolated from observed gravity values.
 FC0286
 FC0286;                    North         East    Units  Estimated Accuracy
 FC0286;SPC TN       -   153,840.      743,440.      MT  (+/- 180 meters Scaled)
 FC0286
 FC0286                          SUPERSEDED SURVEY CONTROL
 FC0286
 FC0286  NGVD 29 (??/??/92)  257.113  (m)          843.54   (f) ADJ UNCH    2 0
 FC0286
 FC0286.Superseded values are not recommended for survey control.
 FC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0286.See file dsdata.txt to determine how the superseded data were derived.
 FC0286
 FC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE338548(NAD 83)
 FC0286_MARKER: DB = BENCH MARK DISK
 FC0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0286_SP_SET: CULVERT
 FC0286_STAMPING: G 238 1961
 FC0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0286
 FC0286  HISTORY     - Date     Condition        Report By
 FC0286  HISTORY     - 1961     MONUMENTED       CGS
 FC0286
 FC0286                          STATION DESCRIPTION
 FC0286
 FC0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0286'2.8 MI NW FROM PHILADELPHIA.
 FC0286'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0286'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0286'TO A Y JUNCTION, THEN TAKE THE RIGHT FORK AND GO 1.4 MILES
 FC0286'NORTH ON A PAVED ROAD TO A CONCRETE CULVERT UNDER THE ROAD.
 FC0286'THE BENCH MARK IS 13.6 FT. EAST OF THE CENTER OF THE PAVED
 FC0286'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0286'NORTH END OF THE EAST CONCRETE HEADWALL OF THE CULVERT AND
 FC0286'IS ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2046 ***********************************************************************
 GA2046  DESIGNATION -  G 239
 GA2046  PID         -  GA2046
 GA2046  STATE/COUNTY-  TN/JEFFERSON
 GA2046  USGS QUAD   -  WHITE PINE (1961)
 GA2046
 GA2046                         *CURRENT SURVEY CONTROL
 GA2046  ___________________________________________________________________
 GA2046* NAD 83(1986)-  36 04 51.     (N)    083 22 21.     (W)     SCALED    
 GA2046* NAVD 88     -       369.259  (meters)    1211.48   (feet)  ADJUSTED  
 GA2046  ___________________________________________________________________
 GA2046  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2046  DYNAMIC HT  -         368.915 (meters)    1210.35  (feet)  COMP
 GA2046  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 GA2046
 GA2046  VERT ORDER  -  SECOND    CLASS 0
 GA2046
 GA2046.The horizontal coordinates were scaled from a topographic map and have
 GA2046.an estimated accuracy of +/- 6 seconds.
 GA2046
 GA2046.The orthometric height was determined by differential leveling
 GA2046.and adjusted by the National Geodetic Survey in June 1991..
 GA2046
 GA2046.The geoid height was determined by GEOID03.
 GA2046
 GA2046.The dynamic height is computed by dividing the NAVD 88
 GA2046.geopotential number by the normal gravity value computed on the
 GA2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2046.degrees latitude (g = 980.6199 gals.).
 GA2046
 GA2046.The modeled gravity was interpolated from observed gravity values.
 GA2046
 GA2046;                    North         East    Units  Estimated Accuracy
 GA2046;SPC TN       -   197,060.      836,630.      MT  (+/- 180 meters Scaled)
 GA2046
 GA2046                          SUPERSEDED SURVEY CONTROL
 GA2046
 GA2046  NGVD 29 (??/??/92)  369.413  (m)         1211.98   (f) ADJ UNCH    2 0
 GA2046
 GA2046.Superseded values are not recommended for survey control.
 GA2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2046.See file dsdata.txt to determine how the superseded data were derived.
 GA2046
 GA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV863955(NAD 83)
 GA2046_MARKER: DB = BENCH MARK DISK
 GA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2046_STAMPING: G 239 1961
 GA2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2046+STABILITY: SURFACE MOTION
 GA2046
 GA2046  HISTORY     - Date     Condition        Report By
 GA2046  HISTORY     - 1961     MONUMENTED       CGS
 GA2046  HISTORY     - 1980     GOOD             NGS
 GA2046
 GA2046                          STATION DESCRIPTION
 GA2046
 GA2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2046'6.9 MI NE FROM DANDRIDGE.
 GA2046'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 92 IN
 GA2046'DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2046'3.5 MILES NORTHEAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2046'INTERSTATE 81, CONTINUE NORTHEAST ON INTERSTATE 81 FOR 1.2 MILES
 GA2046'TO THE JUNCTION OF A PAVED ROAD.  THE BENCH MARK IS ABOUT 400 FT.
 GA2046'NORTHWEST OF INTERSTATE 81, ABOUT 135 FT. SOUTH OF THE SOUTHWEST
 GA2046'CORNER OF A CHICKEN HOUSE, 63 FT. EAST AND ACROSS THE ROAD
 GA2046'FROM A POWER LINE POLE, 31 FT. NORTHEAST OF THE CENTER OF THE
 GA2046'PAVED ROAD, 1.8 FT. SOUTHWEST OF A FENCE, AND 1.9 FT. NORTHWEST OF
 GA2046'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2046'PROJECTING 4 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 GA2046'PAVED ROAD.
 GA2046
 GA2046                          STATION RECOVERY (1980)
 GA2046
 GA2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2046'THE MARK IS 513 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 66
 GA2046'AND 56 FEET AND ACROSS THE ROAD FROM TELEPHONE POLE NO.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2075 ***********************************************************************
 GA2075  DESIGNATION -  G 240
 GA2075  PID         -  GA2075
 GA2075  STATE/COUNTY-  TN/HAMBLEN
 GA2075  USGS QUAD   -  SPRINGVALE (1980)
 GA2075
 GA2075                         *CURRENT SURVEY CONTROL
 GA2075  ___________________________________________________________________
 GA2075* NAD 83(1986)-  36 11 51.     (N)    083 09 12.     (W)     SCALED    
 GA2075* NAVD 88     -       318.144  (meters)    1043.78   (feet)  ADJUSTED  
 GA2075  ___________________________________________________________________
 GA2075  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA2075  DYNAMIC HT  -         317.852 (meters)    1042.82  (feet)  COMP
 GA2075  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA2075
 GA2075  VERT ORDER  -  SECOND    CLASS 0
 GA2075
 GA2075.The horizontal coordinates were scaled from a topographic map and have
 GA2075.an estimated accuracy of +/- 6 seconds.
 GA2075
 GA2075.The orthometric height was determined by differential leveling
 GA2075.and adjusted by the National Geodetic Survey in June 1991..
 GA2075
 GA2075.The geoid height was determined by GEOID03.
 GA2075
 GA2075.The dynamic height is computed by dividing the NAVD 88
 GA2075.geopotential number by the normal gravity value computed on the
 GA2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2075.degrees latitude (g = 980.6199 gals.).
 GA2075
 GA2075.The modeled gravity was interpolated from observed gravity values.
 GA2075
 GA2075;                    North         East    Units  Estimated Accuracy
 GA2075;SPC TN       -   210,550.      855,980.      MT  (+/- 180 meters Scaled)
 GA2075
 GA2075                          SUPERSEDED SURVEY CONTROL
 GA2075
 GA2075  NGVD 29 (??/??/92)  318.290  (m)         1044.26   (f) ADJ UNCH    2 0
 GA2075
 GA2075.Superseded values are not recommended for survey control.
 GA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2075.See file dsdata.txt to determine how the superseded data were derived.
 GA2075
 GA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA063080(NAD 83)
 GA2075_MARKER: DB = BENCH MARK DISK
 GA2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2075_STAMPING: G 240 1961
 GA2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2075+STABILITY: SURFACE MOTION
 GA2075
 GA2075  HISTORY     - Date     Condition        Report By
 GA2075  HISTORY     - 1961     MONUMENTED       CGS
 GA2075  HISTORY     - 1980     GOOD             NGS
 GA2075
 GA2075                          STATION DESCRIPTION
 GA2075
 GA2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2075'4 MI NE FROM LOWLAND.
 GA2075'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2075'MILES SOUTHEAST OF MORRISTOWN), GO 3.85 MILES NORTHEAST ON THE
 GA2075'SOUTHERN RAILWAY TO A ROAD CROSSING, THEN GO 0.15 MILE SOUTHEAST
 GA2075'ON A GRAVELED ROAD TO THE MARK IN A BRUSHY STRIP BETWEEN THE
 GA2075'GRAVELED ROAD AND A FIELD.  THE BENCH MARK IS 12 FT. SOUTH OF
 GA2075'THE CENTER OF THE GRAVELED ROAD, 8 FT. NORTH OF THE NORTH EDGE
 GA2075'OF THE FIELD, 2.8 FT. SOUTH OF A FENCE, AND 2.9 FT. EAST OF
 GA2075'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2075'PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 GA2075
 GA2075                          STATION RECOVERY (1980)
 GA2075
 GA2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2075'2 IRON PINS WERE DRIVEN BESIDE THE MARK,228 FEET NORTHWEST OF THE
 GA2075'CENTER OF THE WEST BOUND LANE OF I 81 AT OF THE INTERSECTION OF
 GA2075'FRONTAGE ROAD AND ROAD UNDER INTERSTATE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1383 ***********************************************************************
 FB1383  DESIGNATION -  G 241
 FB1383  PID         -  FB1383
 FB1383  STATE/COUNTY-  TN/COCKE
 FB1383  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1383
 FB1383                         *CURRENT SURVEY CONTROL
 FB1383  ___________________________________________________________________
 FB1383* NAD 83(1986)-  35 57 49.     (N)    083 16 23.     (W)     SCALED    
 FB1383* NAVD 88     -       400.095  (meters)    1312.64   (feet)  ADJUSTED  
 FB1383  ___________________________________________________________________
 FB1383  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FB1383  DYNAMIC HT  -         399.719 (meters)    1311.41  (feet)  COMP
 FB1383  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FB1383
 FB1383  VERT ORDER  -  SECOND    CLASS 0
 FB1383
 FB1383.The horizontal coordinates were scaled from a topographic map and have
 FB1383.an estimated accuracy of +/- 6 seconds.
 FB1383
 FB1383.The orthometric height was determined by differential leveling
 FB1383.and adjusted by the National Geodetic Survey in June 1991..
 FB1383
 FB1383.The geoid height was determined by GEOID03.
 FB1383
 FB1383.The dynamic height is computed by dividing the NAVD 88
 FB1383.geopotential number by the normal gravity value computed on the
 FB1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1383.degrees latitude (g = 980.6199 gals.).
 FB1383
 FB1383.The modeled gravity was interpolated from observed gravity values.
 FB1383
 FB1383;                    North         East    Units  Estimated Accuracy
 FB1383;SPC TN       -   184,310.      845,940.      MT  (+/- 180 meters Scaled)
 FB1383
 FB1383                          SUPERSEDED SURVEY CONTROL
 FB1383
 FB1383  NGVD 29 (??/??/92)  400.254  (m)         1313.17   (f) ADJ UNCH    2 0
 FB1383
 FB1383.Superseded values are not recommended for survey control.
 FB1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1383.See file dsdata.txt to determine how the superseded data were derived.
 FB1383
 FB1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV950823(NAD 83)
 FB1383_MARKER: DB = BENCH MARK DISK
 FB1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1383_STAMPING: G 241 1961
 FB1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1383+STABILITY: SURFACE MOTION
 FB1383
 FB1383  HISTORY     - Date     Condition        Report By
 FB1383  HISTORY     - 1961     MONUMENTED       CGS
 FB1383
 FB1383                          STATION DESCRIPTION
 FB1383
 FB1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1383'5.7 MI SW FROM NEWPORT.
 FB1383'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FB1383'411, (ABOUT 5 MILES WEST OF NEWPORT), GO 0.7 MILE SOUTHWEST ON
 FB1383'U.S. HIGHWAY 411 TO THE CREST OF A HILL AND A HOUSE ON THE RIGHT.
 FB1383'THE BENCH MARK IS ON THE LONNIE LAYMAN PROPERTY, 77 FT. SOUTHEAST
 FB1383'OF THE NORTHEAST CORNER OF THE HOUSE, 28 FT. NORTH OF THE CENTER
 FB1383'OF U.S. HIGHWAY 411, 12 FT. EAST OF THE CENTER OF A PRIVATE
 FB1383'DRIVE, 1.3 FT. WEST OF A FENCE, AND 2.7 FT. SOUTH OF A WITNESS
 FB1383'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FB1383'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0338 ***********************************************************************
 GA0338  DESIGNATION -  G 242
 GA0338  PID         -  GA0338
 GA0338  STATE/COUNTY-  TN/SULLIVAN
 GA0338  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0338
 GA0338                         *CURRENT SURVEY CONTROL
 GA0338  ___________________________________________________________________
 GA0338* NAD 83(1986)-  36 32 54.     (N)    082 19 20.     (W)     SCALED    
 GA0338* NAVD 88     -       488.351  (meters)    1602.20   (feet)  ADJUSTED  
 GA0338  ___________________________________________________________________
 GA0338  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0338  DYNAMIC HT  -         487.900 (meters)    1600.72  (feet)  COMP
 GA0338  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA0338
 GA0338  VERT ORDER  -  SECOND    CLASS 0
 GA0338
 GA0338.The horizontal coordinates were scaled from a topographic map and have
 GA0338.an estimated accuracy of +/- 6 seconds.
 GA0338
 GA0338.The orthometric height was determined by differential leveling
 GA0338.and adjusted by the National Geodetic Survey in June 1991..
 GA0338
 GA0338.The geoid height was determined by GEOID03.
 GA0338
 GA0338.The dynamic height is computed by dividing the NAVD 88
 GA0338.geopotential number by the normal gravity value computed on the
 GA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0338.degrees latitude (g = 980.6199 gals.).
 GA0338
 GA0338.The modeled gravity was interpolated from observed gravity values.
 GA0338
 GA0338;                    North         East    Units  Estimated Accuracy
 GA0338;SPC TN       -   251,950.      929,220.      MT  (+/- 180 meters Scaled)
 GA0338
 GA0338                          SUPERSEDED SURVEY CONTROL
 GA0338
 GA0338  NGVD 29 (??/??/92)  488.494  (m)         1602.67   (f) ADJ UNCH    2 0
 GA0338
 GA0338.Superseded values are not recommended for survey control.
 GA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0338.See file dsdata.txt to determine how the superseded data were derived.
 GA0338
 GA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA816455(NAD 83)
 GA0338_MARKER: DB = BENCH MARK DISK
 GA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0338_STAMPING: G 242 1961
 GA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0338+STABILITY: SURFACE MOTION
 GA0338
 GA0338  HISTORY     - Date     Condition        Report By
 GA0338  HISTORY     - 1961     MONUMENTED       CGS
 GA0338
 GA0338                          STATION DESCRIPTION
 GA0338
 GA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0338'1.6 MI N FROM BLOUNTVILLE.
 GA0338'FROM THE POST OFFICE IN BLOUNTVILLE, GO 0.25 MILE EAST ON U.S.
 GA0338'HIGHWAY 11W, THEN 1.3 MILES NORTH ON A GRAVELED ROAD.  THE
 GA0338'BENCH MARK IS ABOUT 300 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY
 GA0338'81, 38 FT. WEST OF THE WEST END OF A SMALL WOOD BRIDGE, 24 FT.
 GA0338'SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE, 20 FT. EAST OF A
 GA0338'LARGE ELM TREE, 18 FT. NORTHWEST OF THE CENTER OF A GRAVELED
 GA0338'ROAD, 1.7 FT. EAST OF A WITNESS SIGN AND IN A FENCE LINE.  THE
 GA0338'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GA0338'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0612 ***********************************************************************
 FC0612  DESIGNATION -  G 243
 FC0612  PID         -  FC0612
 FC0612  STATE/COUNTY-  TN/BRADLEY
 FC0612  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0612
 FC0612                         *CURRENT SURVEY CONTROL
 FC0612  ___________________________________________________________________
 FC0612* NAD 83(1986)-  35 11 34.     (N)    084 53 36.     (W)     SCALED    
 FC0612* NAVD 88     -       233.802  (meters)     767.07   (feet)  ADJUSTED  
 FC0612  ___________________________________________________________________
 FC0612  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0612  DYNAMIC HT  -         233.571 (meters)     766.31  (feet)  COMP
 FC0612  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 FC0612
 FC0612  VERT ORDER  -  SECOND    CLASS 0
 FC0612
 FC0612.The horizontal coordinates were scaled from a topographic map and have
 FC0612.an estimated accuracy of +/- 6 seconds.
 FC0612
 FC0612.The orthometric height was determined by differential leveling
 FC0612.and adjusted by the National Geodetic Survey in June 1991..
 FC0612
 FC0612.The geoid height was determined by GEOID03.
 FC0612
 FC0612.The dynamic height is computed by dividing the NAVD 88
 FC0612.geopotential number by the normal gravity value computed on the
 FC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0612.degrees latitude (g = 980.6199 gals.).
 FC0612
 FC0612.The modeled gravity was interpolated from observed gravity values.
 FC0612
 FC0612;                    North         East    Units  Estimated Accuracy
 FC0612;SPC TN       -    95,930.      700,790.      MT  (+/- 180 meters Scaled)
 FC0612
 FC0612                          SUPERSEDED SURVEY CONTROL
 FC0612
 FC0612  NGVD 29 (??/??/92)  233.826  (m)          767.14   (f) ADJ UNCH    2 0
 FC0612
 FC0612.Superseded values are not recommended for survey control.
 FC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0612.See file dsdata.txt to determine how the superseded data were derived.
 FC0612
 FC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD918964(NAD 83)
 FC0612_MARKER: DB = BENCH MARK DISK
 FC0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0612_STAMPING: G 243 1961
 FC0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0612+STABILITY: SURFACE MOTION
 FC0612
 FC0612  HISTORY     - Date     Condition        Report By
 FC0612  HISTORY     - 1961     MONUMENTED       CGS
 FC0612  HISTORY     - 1967     GOOD             NGS
 FC0612
 FC0612                          STATION DESCRIPTION
 FC0612
 FC0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0612'3.3 MI N FROM CLEVELAND.
 FC0612'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0612'FOR 0.75 MILES TO THE JUNCTION OF GEORGETOWN PIKE AND HARRISON
 FC0612'PIKE, GO WEST ON HARRISON PIKE 1.8 MILES TO A SMALL LAKE THENCE
 FC0612'NORTH ON A GRAVEL ROAD 1.5 MILES CROSSING THE INTERSTATE HWY. TO
 FC0612'THE MARK ON THE RIGHT, 400 FEET NORTH OF THE INTERSTATE HWY.  16
 FC0612'FEET EAST OF CENTER LINE OF ROAD, 29 FEET SOUTH FROM CENTER OF A
 FC0612'GATE, 1.5 FEET WEST OF POWER LINE POLE, 1.8 FEET SOUTH OF A
 FC0612'WITNESS SIGN.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC0612'POST PROJECTING 6 INCHES AND 0.6 FEET ABOVE THE LEVEL OF THE ROAD..
 FC0612
 FC0612                          STATION RECOVERY (1967)
 FC0612
 FC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0577 ***********************************************************************
 FC0577  DESIGNATION -  G 244
 FC0577  PID         -  FC0577
 FC0577  STATE/COUNTY-  TN/MCMINN
 FC0577  USGS QUAD   -  CHARLESTON (1980)
 FC0577
 FC0577                         *CURRENT SURVEY CONTROL
 FC0577  ___________________________________________________________________
 FC0577* NAD 83(1986)-  35 19 37.     (N)    084 47 22.     (W)     SCALED    
 FC0577* NAVD 88     -       210.538  (meters)     690.74   (feet)  ADJUSTED  
 FC0577  ___________________________________________________________________
 FC0577  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0577  DYNAMIC HT  -         210.332 (meters)     690.06  (feet)  COMP
 FC0577  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0577
 FC0577  VERT ORDER  -  SECOND    CLASS 0
 FC0577
 FC0577.The horizontal coordinates were scaled from a topographic map and have
 FC0577.an estimated accuracy of +/- 6 seconds.
 FC0577
 FC0577.The orthometric height was determined by differential leveling
 FC0577.and adjusted by the National Geodetic Survey in June 1991..
 FC0577
 FC0577.The geoid height was determined by GEOID03.
 FC0577
 FC0577.The dynamic height is computed by dividing the NAVD 88
 FC0577.geopotential number by the normal gravity value computed on the
 FC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0577.degrees latitude (g = 980.6199 gals.).
 FC0577
 FC0577.The modeled gravity was interpolated from observed gravity values.
 FC0577
 FC0577;                    North         East    Units  Estimated Accuracy
 FC0577;SPC TN       -   110,920.      710,060.      MT  (+/- 180 meters Scaled)
 FC0577
 FC0577                          SUPERSEDED SURVEY CONTROL
 FC0577
 FC0577  NGVD 29 (??/??/92)  210.599  (m)          690.94   (f) ADJ UNCH    2 0
 FC0577
 FC0577.Superseded values are not recommended for survey control.
 FC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0577.See file dsdata.txt to determine how the superseded data were derived.
 FC0577
 FC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE009115(NAD 83)
 FC0577_MARKER: DB = BENCH MARK DISK
 FC0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0577_SP_SET: BRIDGE
 FC0577_STAMPING: G 244 1961
 FC0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0577
 FC0577  HISTORY     - Date     Condition        Report By
 FC0577  HISTORY     - 1961     MONUMENTED       CGS
 FC0577
 FC0577                          STATION DESCRIPTION
 FC0577
 FC0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0577'3.9 MI N FROM CALHOUN.
 FC0577'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0577'WHICH IS ALSO THE MC MINN-BRADLEY LINE, GO NORTHEAST FOR 1.0
 FC0577'MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN LEFT AND
 FC0577'GO 1.3 MILES NORTHWEST TO A Y JUNCTION, CONTINUE ON OILED ROAD
 FC0577'LEFT FOR 1.6 MILES TO A POINT WHERE THE ROAD PASSES OVER NORTH
 FC0577'MOUSE CREEK EMBAYMENT AND THE MARK ON THE RIGHT.  A DISK SET
 FC0577'IN THE WEST END OF THE NORTH GUARDRAIL OF A BRIDGE OVER NORTH
 FC0577'MOUSE CREEK EMBAYMENT.  9.9 FEET NORTH OF CENTER LINE OF THE
 FC0577'ROAD, 1.1 FEET WEST OF THE EAST END OF THE GUARDRAIL AND 0.6
 FC0577'FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1247 ***********************************************************************
 FC1247  DESIGNATION -  G 245
 FC1247  PID         -  FC1247
 FC1247  STATE/COUNTY-  TN/HAMILTON
 FC1247  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1247
 FC1247                         *CURRENT SURVEY CONTROL
 FC1247  ___________________________________________________________________
 FC1247* NAD 83(1986)-  35 01 42.     (N)    085 10 18.     (W)     SCALED    
 FC1247* NAVD 88     -       208.700  (meters)     684.71   (feet)  ADJUSTED  
 FC1247  ___________________________________________________________________
 FC1247  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC1247  DYNAMIC HT  -         208.491 (meters)     684.02  (feet)  COMP
 FC1247  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 FC1247
 FC1247  VERT ORDER  -  FIRST     CLASS II
 FC1247
 FC1247.The horizontal coordinates were scaled from a topographic map and have
 FC1247.an estimated accuracy of +/- 6 seconds.
 FC1247
 FC1247.The orthometric height was determined by differential leveling
 FC1247.and adjusted by the National Geodetic Survey in June 1991..
 FC1247.WARNING-Repeat measurements at this control monument indicate possible
 FC1247.vertical movement.
 FC1247
 FC1247.The geoid height was determined by GEOID03.
 FC1247
 FC1247.The dynamic height is computed by dividing the NAVD 88
 FC1247.geopotential number by the normal gravity value computed on the
 FC1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1247.degrees latitude (g = 980.6199 gals.).
 FC1247
 FC1247.The modeled gravity was interpolated from observed gravity values.
 FC1247
 FC1247;                    North         East    Units  Estimated Accuracy
 FC1247;SPC TN       -    77,430.      675,590.      MT  (+/- 180 meters Scaled)
 FC1247
 FC1247                          SUPERSEDED SURVEY CONTROL
 FC1247
 FC1247  NGVD 29 (??/??/92)  208.724  (m)          684.79   (f) ADJ UNCH    1 2
 FC1247
 FC1247.Superseded values are not recommended for survey control.
 FC1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1247.See file dsdata.txt to determine how the superseded data were derived.
 FC1247
 FC1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD667777(NAD 83)
 FC1247_MARKER: DB = BENCH MARK DISK
 FC1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1247_SP_SET: BRIDGE
 FC1247_STAMPING: G 245 1961
 FC1247_MARK LOGO: CGS   
 FC1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1247
 FC1247  HISTORY     - Date     Condition        Report By
 FC1247  HISTORY     - 1961     MONUMENTED       CGS
 FC1247  HISTORY     - 1962     GOOD             NGS
 FC1247  HISTORY     - 1972     GOOD             TVA
 FC1247  HISTORY     - 1983     GOOD             NGS
 FC1247  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1247
 FC1247                          STATION DESCRIPTION
 FC1247
 FC1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1247'1.2 MI NW FROM BRAINERD HEIGHTS.
 FC1247'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND EAST BRAINERD
 FC1247'ROAD GO NORTHEAST ON INTERSTATE HIGHWAY 75 FOR 1.2 MILES TO THE
 FC1247'JUNCTION OF AN EXPRESSWAY GOING TO THE NORTH AND THE MARK
 FC1247'CEMENTED IN A DRILLED HOLE IN THE BASE OF BRIDGE OVER THE
 FC1247'SOUTHWEST BOUND LANE OF INTERSTATE HIGHWAY 75, 28 FEET SOUTHEAST
 FC1247'OF THE CENTER OF THE SOUTHWEST BOUND LANE, 11.7 FEET NORTHEAST
 FC1247'OF THE NORTHEAST MOST BENT COLUMN POST, 0.8 FEET SOUTHEAST
 FC1247'OF THE SOUTHEAST EDGE OF THE BASE OF THE BRIDGE AND ABOUT LEVEL
 FC1247'WITH THE ROAD.  A STANDARD DISK.
 FC1247
 FC1247                          STATION RECOVERY (1972)
 FC1247
 FC1247'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1247'RECOVERED IN GOOD CONDITION.
 FC1247
 FC1247                          STATION RECOVERY (1983)
 FC1247
 FC1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1247'RECOVERED IN GOOD CONDITION.
 FC1247
 FC1247                          STATION RECOVERY (1996)
 FC1247
 FC1247'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1295 ***********************************************************************
 FC1295  DESIGNATION -  G 246
 FC1295  PID         -  FC1295
 FC1295  STATE/COUNTY-  TN/MARION
 FC1295  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1295
 FC1295                         *CURRENT SURVEY CONTROL
 FC1295  ___________________________________________________________________
 FC1295* NAD 83(1986)-  35 02 14.     (N)    085 41 31.     (W)     SCALED    
 FC1295* NAVD 88     -       190.105  (meters)     623.70   (feet)  ADJUSTED  
 FC1295  ___________________________________________________________________
 FC1295  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1295  DYNAMIC HT  -         189.919 (meters)     623.09  (feet)  COMP
 FC1295  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1295
 FC1295  VERT ORDER  -  SECOND    CLASS 0
 FC1295
 FC1295.The horizontal coordinates were scaled from a topographic map and have
 FC1295.an estimated accuracy of +/- 6 seconds.
 FC1295
 FC1295.The orthometric height was determined by differential leveling
 FC1295.and adjusted by the National Geodetic Survey in June 1991..
 FC1295
 FC1295.The geoid height was determined by GEOID03.
 FC1295
 FC1295.The dynamic height is computed by dividing the NAVD 88
 FC1295.geopotential number by the normal gravity value computed on the
 FC1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1295.degrees latitude (g = 980.6199 gals.).
 FC1295
 FC1295.The modeled gravity was interpolated from observed gravity values.
 FC1295
 FC1295;                    North         East    Units  Estimated Accuracy
 FC1295;SPC TN       -    78,140.      628,110.      MT  (+/- 180 meters Scaled)
 FC1295
 FC1295                          SUPERSEDED SURVEY CONTROL
 FC1295
 FC1295  NGVD 29 (??/??/92)  190.109  (m)          623.72   (f) ADJ UNCH    2 0
 FC1295
 FC1295.Superseded values are not recommended for survey control.
 FC1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1295.See file dsdata.txt to determine how the superseded data were derived.
 FC1295
 FC1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD193779(NAD 83)
 FC1295_MARKER: DB = BENCH MARK DISK
 FC1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1295_SP_SET: BRIDGE
 FC1295_STAMPING: G 246 1962
 FC1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1295
 FC1295  HISTORY     - Date     Condition        Report By
 FC1295  HISTORY     - 1962     MONUMENTED       CGS
 FC1295
 FC1295                          STATION DESCRIPTION
 FC1295
 FC1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1295'0.5 MI SW FROM DIXIE LEE.
 FC1295'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1295'AND STATE ROUTES 2-27 IN DIXIE LEE GO SOUTHWEST ON U.S. HIGHWAY
 FC1295'72 FOR 0.5 MILES TO THE MARK SET IN THE SOUTHWEST WINGWALL OF
 FC1295'A BRIDGE OVER BATTLE CREEK, 18.0 FEET NORTHWEST OF THE CENTER
 FC1295'OF U.S. HIGHWAY 72, 3.0 FEET NORTH OF THE NORTH END OF METAL
 FC1295'GUARDRAIL.  A STANDARD DISK DRILLED IN A CONCRETE BRIDGE AND
 FC1295'ABOUT LEVEL WITH THE TOP OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1813 ***********************************************************************
 GA1813  DESIGNATION -  G 247
 GA1813  PID         -  GA1813
 GA1813  STATE/COUNTY-  TN/HAMBLEN
 GA1813  USGS QUAD   -  TALBOTT (1980)
 GA1813
 GA1813                         *CURRENT SURVEY CONTROL
 GA1813  ___________________________________________________________________
 GA1813* NAD 83(1995)-  36 10 14.92985(N)    083 24 12.52879(W)     ADJUSTED  
 GA1813* NAVD 88     -       407.521  (meters)    1337.01   (feet)  ADJUSTED  
 GA1813  ___________________________________________________________________
 GA1813  X           -     592,205.962 (meters)                     COMP
 GA1813  Y           -  -5,121,010.934 (meters)                     COMP
 GA1813  Z           -   3,743,731.078 (meters)                     COMP
 GA1813  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GA1813  ELLIP HEIGHT-         376.56  (meters)          (08/29/02) GPS OBS
 GA1813  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1813  DYNAMIC HT  -         407.146 (meters)    1335.78  (feet)  COMP
 GA1813  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA1813
 GA1813  HORZ ORDER  -  FIRST
 GA1813  VERT ORDER  -  FIRST     CLASS I
 GA1813  ELLP ORDER  -  FIRST     CLASS II
 GA1813
 GA1813.The horizontal coordinates were established by GPS observations
 GA1813.and adjusted by the National Geodetic Survey in June 2002..
 GA1813
 GA1813.The orthometric height was determined by differential leveling
 GA1813.and adjusted by the National Geodetic Survey in June 1991..
 GA1813
 GA1813.Photographs are available for this station.
 GA1813
 GA1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1813
 GA1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1813
 GA1813.The ellipsoidal height was determined by GPS observations
 GA1813.and is referenced to NAD 83.
 GA1813
 GA1813.The geoid height was determined by GEOID03.
 GA1813
 GA1813.The dynamic height is computed by dividing the NAVD 88
 GA1813.geopotential number by the normal gravity value computed on the
 GA1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1813.degrees latitude (g = 980.6199 gals.).
 GA1813
 GA1813.The modeled gravity was interpolated from observed gravity values.
 GA1813
 GA1813;                    North         East     Units Scale Factor Converg.
 GA1813;SPC TN       -   206,966.852   833,570.460   MT  0.99996562   +1 31 12.4
 GA1813;SPC TN       -   679,023.75  2,734,805.75   sFT  0.99996562   +1 31 12.4
 GA1813;UTM  17      - 4,005,571.357   283,828.748   MT  1.00017581   -1 25 08.7
 GA1813
 GA1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1813!SPC TN       -   0.99994090  x   0.99996562  =   0.99990653
 GA1813!UTM  17      -   0.99994090  x   1.00017581  =   1.00011670
 GA1813
 GA1813                          SUPERSEDED SURVEY CONTROL
 GA1813
 GA1813  ELLIP H (06/06/02)  376.55   (m)                       GP(       ) 1 2
 GA1813  NAVD 88 (06/06/02)  407.52   (m)         1337.0    (f) LEVELING    3  
 GA1813  NGVD 29 (??/??/92)  407.649  (m)         1337.43   (f) ADJ UNCH    1 1
 GA1813
 GA1813.Superseded values are not recommended for survey control.
 GA1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1813.See file dsdata.txt to determine how the superseded data were derived.
 GA1813
 GA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8382905571(NAD 83)
 GA1813_MARKER: DB = BENCH MARK DISK
 GA1813_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 GA1813_SP_SET: 16 FEET
 GA1813_STAMPING: G 247 1967
 GA1813_MARK LOGO: CGS   
 GA1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1813+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA1813
 GA1813  HISTORY     - Date     Condition        Report By
 GA1813  HISTORY     - 1967     MONUMENTED       CGS
 GA1813  HISTORY     - 20020118 GOOD             NGS
 GA1813  HISTORY     - 20020131 GOOD             NGS
 GA1813  HISTORY     - 20031010 GOOD             TNDT
 GA1813
 GA1813                          STATION DESCRIPTION
 GA1813
 GA1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1813'6.8 MI W FROM MORRISTOWN.
 GA1813'ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1813'AT MORRISTOWN, ABOUT 0.9 MILE WEST OF THE ALPHA SCHOOL, ABOUT 0.1
 GA1813'MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY, 95 FEET EAST OF
 GA1813'THE CENTER OF THE JUNCTION OF A BLACK TOPPED DRIVEWAY LEADING
 GA1813'NORTHWEST AND THE EASTBOUND LANE OF THE HIGHWAY, 57 FEET SOUTHEAST
 GA1813'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 FEET
 GA1813'NORTHEAST OF TELEPHONE POLE NO. 3079, IN LINE WITH A ROW OF POLES,
 GA1813'1.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GA1813'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 GA1813'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 GA1813'BY A 4 INCH METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF
 GA1813'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 GA1813
 GA1813                          STATION RECOVERY (2002)
 GA1813
 GA1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1813''THIS STATION  IS LOCATED 6.8 MI W OF MORRISTOWN, 2 MILES WEST OF THE
 GA1813'MOORE-MURRELL
 GA1813'AIRPORT, ON THE SOUTH SIDE OF U.S. HIGHWAY 11E, AND IN THE HIGHWAY
 GA1813'RIGHT-OF-WAY.
 GA1813'OWNERSHIP--TENNESSE DEPARTMENT OF HIGHWAYS.
 GA1813' 
 GA1813'TO REACH THIS STATION FROM THE JUNCTION OF TENNESSEE HIGHWAY 160
 GA1813'BYPASS  AND U.S.
 GA1813'HIGHWAY  11E, GO WEST-SOUTHWEST ON U.S. HIGHWAY 11E FOR 0.8 MILES TO
 GA1813'STATION ON LEFT.
 GA1813' 
 GA1813'THE STATION IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD IN A 4
 GA1813'INCH METAL PIPE
 GA1813'PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS  ABOUT 0.1 MILE SOUTHWEST
 GA1813'OF THE JUNCTION OF
 GA1813'A DRIVEWAY, 95 FEET EAST OF THE CENTER OF THE JUNCTION OF A BLACK
 GA1813'TOPPED DRIVEWAY
 GA1813'LEADING NORTHWEST AND THE EASTBOUND LANE OF THE HIGHWAY, 57 FEET
 GA1813'SOUTHEAST OF THE
 GA1813'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 FEET NORTHEAST OF
 GA1813'TELEPHONE
 GA1813'POLE NO. 3079, IN LINE WITH A ROW OF POLES,  1.1 FEET SOUTHWEST OF A
 GA1813'METAL WITNESS POST,
 GA1813'AND ABOUT LEVEL WITH THE HIGHWAY.
 GA1813' 
 GA1813'THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813'
 GA1813
 GA1813                          STATION RECOVERY (2002)
 GA1813
 GA1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1813''THIS STATION  IS LOCATED 6.8 MI W OF MORRISTOWN, 2 MI WEST OF TGHE
 GA1813'MOORE-MURRELL
 GA1813'AIRPORT, ON THE SOUTH SIDE OF U.S. HIGHWAY 11E, AND IN THE HIGHWAY
 GA1813'RIGHT-OF-WAY.
 GA1813'OWNERSHIP--TENNESSE DEPARTMENT OF HIGHWAYS.
 GA1813' 
 GA1813'TO REACH FROM THE JUNCTION OF TENNESSEE HIGHWAY 160 BYPASS  AND U.S.
 GA1813'HIGHWAY  11E, GO
 GA1813'WEST-SOUTHWEST ON U.S. HIGHWAY 11E FOR 0.8 MILE TO STATION ON LEFT.
 GA1813' 
 GA1813'THE STATION IS A DISK ATOP A COPPER COATED STEEL ROD IN A 4 INCH METAL
 GA1813'PIPE PROJECTING 5
 GA1813'INCHES ABOVE THE GROUND.  IT IS  ABOUT 0.1 MILE SOUTHWEST OF THE
 GA1813'JUNCTION OF A DRIVEWAY,
 GA1813'95 FEET EAST OF THE CENTER OF THE JUNCTION OF A BLACK TOPPED DRIVEWAY
 GA1813'LEADING
 GA1813'NORTHWEST AND THE EASTBOUND LANE OF THE HIGHWAY, 57 FEET SOUTHEAST OF
 GA1813'THE CENTER
 GA1813'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 FEET NORTHEAST OF
 GA1813'TELEPHONE POLE NO. 3079,
 GA1813'IN LINE WITH A ROW OF POLES, 1.1 FEET SOUTHWEST OF A METAL WITNESS
 GA1813'POST,  AND ABOUT LEVEL
 GA1813'WITH THE HIGHWAY. THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813'
 GA1813
 GA1813                          STATION RECOVERY (2003)
 GA1813
 GA1813'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA1813'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2216 ***********************************************************************
 GA2216  DESIGNATION -  G 248
 GA2216  PID         -  GA2216
 GA2216  STATE/COUNTY-  TN/KNOX
 GA2216  USGS QUAD   -  MASCOT (1987)
 GA2216
 GA2216                         *CURRENT SURVEY CONTROL
 GA2216  ___________________________________________________________________
 GA2216* NAD 83(1986)-  36 03 57.     (N)    083 43 52.     (W)     SCALED    
 GA2216* NAVD 88     -       276.366  (meters)     906.71   (feet)  ADJUSTED  
 GA2216  ___________________________________________________________________
 GA2216  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2216  DYNAMIC HT  -         276.113 (meters)     905.88  (feet)  COMP
 GA2216  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2216
 GA2216  VERT ORDER  -  FIRST     CLASS I
 GA2216
 GA2216.The horizontal coordinates were scaled from a topographic map and have
 GA2216.an estimated accuracy of +/- 6 seconds.
 GA2216
 GA2216.The orthometric height was determined by differential leveling
 GA2216.and adjusted by the National Geodetic Survey in June 1991..
 GA2216
 GA2216.The geoid height was determined by GEOID03.
 GA2216
 GA2216.The dynamic height is computed by dividing the NAVD 88
 GA2216.geopotential number by the normal gravity value computed on the
 GA2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2216.degrees latitude (g = 980.6199 gals.).
 GA2216
 GA2216.The modeled gravity was interpolated from observed gravity values.
 GA2216
 GA2216;                    North         East    Units  Estimated Accuracy
 GA2216;SPC TN       -   194,590.      804,370.      MT  (+/- 180 meters Scaled)
 GA2216
 GA2216                          SUPERSEDED SURVEY CONTROL
 GA2216
 GA2216  NGVD 29 (??/??/92)  276.495  (m)          907.13   (f) ADJ UNCH    1 1
 GA2216
 GA2216.Superseded values are not recommended for survey control.
 GA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2216.See file dsdata.txt to determine how the superseded data were derived.
 GA2216
 GA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV540947(NAD 83)
 GA2216_MARKER: DB = BENCH MARK DISK
 GA2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2216_SP_SET: CULVERT
 GA2216_STAMPING: G 248 1967
 GA2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2216
 GA2216  HISTORY     - Date     Condition        Report By
 GA2216  HISTORY     - 1967     MONUMENTED       CGS
 GA2216
 GA2216                          STATION DESCRIPTION
 GA2216
 GA2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2216'0.4 MI E FROM MASCOT.
 GA2216'ABOUT 0.4 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2216'CHURCH AT MASCOT, ABOUT 0.25 MILE EAST OF A Y JUNCTION, SET ON
 GA2216'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 GA2216'6-FOOT BOX CULVERT, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD
 GA2216'AND 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2360 ***********************************************************************
 GA2360  DESIGNATION -  G 249
 GA2360  PID         -  GA2360
 GA2360  STATE/COUNTY-  TN/KNOX
 GA2360  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2360
 GA2360                         *CURRENT SURVEY CONTROL
 GA2360  ___________________________________________________________________
 GA2360* NAD 83(1995)-  36 00 06.90257(N)    083 57 21.58973(W)     ADJUSTED  
 GA2360* NAVD 88     -       308.892  (meters)    1013.42   (feet)  ADJUSTED  
 GA2360  ___________________________________________________________________
 GA2360  X           -     543,950.010 (meters)                     COMP
 GA2360  Y           -  -5,137,382.129 (meters)                     COMP
 GA2360  Z           -   3,728,527.328 (meters)                     COMP
 GA2360  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GA2360  ELLIP HEIGHT-         278.21  (meters)          (07/11/02) GPS OBS
 GA2360  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2360  DYNAMIC HT  -         308.604 (meters)    1012.48  (feet)  COMP
 GA2360  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA2360
 GA2360  HORZ ORDER  -  FIRST
 GA2360  VERT ORDER  -  FIRST     CLASS I
 GA2360  ELLP ORDER  -  FIRST     CLASS II
 GA2360
 GA2360.The horizontal coordinates were established by GPS observations
 GA2360.and adjusted by the National Geodetic Survey in July 2002..
 GA2360
 GA2360.The orthometric height was determined by differential leveling
 GA2360.and adjusted by the National Geodetic Survey in June 1991..
 GA2360
 GA2360.Photographs are available for this station.
 GA2360
 GA2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2360
 GA2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2360
 GA2360.The ellipsoidal height was determined by GPS observations
 GA2360.and is referenced to NAD 83.
 GA2360
 GA2360.The geoid height was determined by GEOID03.
 GA2360
 GA2360.The dynamic height is computed by dividing the NAVD 88
 GA2360.geopotential number by the normal gravity value computed on the
 GA2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2360.degrees latitude (g = 980.6199 gals.).
 GA2360
 GA2360.The modeled gravity was interpolated from observed gravity values.
 GA2360
 GA2360;                    North         East     Units Scale Factor Converg.
 GA2360;SPC TN       -   187,052.504   784,268.256   MT  0.99995268   +1 11 47.9
 GA2360;SPC TN       -   613,688.09  2,573,053.44   sFT  0.99995268   +1 11 47.9
 GA2360;UTM  17      - 3,988,203.395   233,552.629   MT  1.00047487   -1 44 18.9
 GA2360;UTM  16      - 3,988,447.840   774,382.310   MT  1.00052777   +1 47 25.5
 GA2360
 GA2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2360!SPC TN       -   0.99995634  x   0.99995268  =   0.99990902
 GA2360!UTM  17      -   0.99995634  x   1.00047487  =   1.00043119
 GA2360!UTM  16      -   0.99995634  x   1.00052777  =   1.00048408
 GA2360
 GA2360                          SUPERSEDED SURVEY CONTROL
 GA2360
 GA2360  NAVD 88 (07/11/02)  308.89   (m)         1013.4    (f) LEVELING    3  
 GA2360  NGVD 29 (??/??/92)  309.014  (m)         1013.82   (f) ADJ UNCH    1 1
 GA2360
 GA2360.Superseded values are not recommended for survey control.
 GA2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2360.See file dsdata.txt to determine how the superseded data were derived.
 GA2360
 GA2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3355388203(NAD 83)
 GA2360_MARKER: DB = BENCH MARK DISK
 GA2360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2360_SP_SET: OVERPASS
 GA2360_STAMPING: G 249 1967
 GA2360_MARK LOGO: CGS   
 GA2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2360+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 GA2360
 GA2360  HISTORY     - Date     Condition        Report By
 GA2360  HISTORY     - 1967     MONUMENTED       CGS
 GA2360  HISTORY     - 1982     GOOD             LOCENG
 GA2360  HISTORY     - 20020210 GOOD             NGS
 GA2360  HISTORY     - 20041214 GOOD             INDIV
 GA2360  HISTORY     - 20060731 GOOD             CAS
 GA2360
 GA2360                          STATION DESCRIPTION
 GA2360
 GA2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2360'3.3 MI NW FROM KNOXVILLE.
 GA2360'ABOUT 3.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2360'STATION AT KNOXVILLE, ABOUT 0.15 MILE NORTHWEST OF MILEPOST 3,
 GA2360'SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF RAILWAY
 GA2360'OVERPASS OVER DUTCH VALLEY ROAD AND A NEW PROPOSED FOUR LANE
 GA2360'HIGHWAY, 9.5 FEET EAST OF THE EAST RAIL AND ABOUT 1 1/2 FEET
 GA2360'BELOW THE LEVEL OF THE TRACK.
 GA2360
 GA2360                          STATION RECOVERY (1982)
 GA2360
 GA2360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2360'RECOVERED IN GOOD CONDITION.
 GA2360
 GA2360                          STATION RECOVERY (2002)
 GA2360
 GA2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA2360'THE STATION IS LOCATED NEAR THE NORTHWEST SIDE OF KNOXVILLE, ABOUT 0.2
 GA2360'MI. NORTHEAST OF
 GA2360'THE JUNCTION OF INTERSTATE HIGHWAYS 75, 275 AND 640, NEAR THE
 GA2360'SOUTHEAST END OF THE
 GA2360'RAILROAD OVERPASS OVER HIGHWAY 640 AND ABOUT 25 M HIGHER THAN THE
 GA2360'HIGHWAY,  IN THE
 GA2360'EAST QUADRANT OF THE JUNCTION ON INTERSTATE HIGHWAY 640 AND THE
 GA2360'SOUTHERN RAILWAY
 GA2360'RAILROAD TRACKS, AND ADJACENT TO A FOREIGN CAR PARTS DEALER.
 GA2360'OWNERSHIP--SOUTHERN
 GA2360'RAILWAY.
 GA2360'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75
 GA2360'AND MERCHANT
 GA2360'DRIVE (EXIT 108), GO EAST ON MERCHANT DRIVE FOR 0.1 MI TO A PAVED
 GA2360'CROSSROAD.  TURN RIGHT,
 GA2360'SOUTHEAST, (THEN TURNING NORTHEAST), ON CENTRAL AVENUE FOR  1.2 MI TO
 GA2360'A PAVED
 GA2360'CROSSROAD AT AN OVERPASS.  TURN RIGHT, SOUTHERLY, CROSSING OVER
 GA2360'HIGHWAY 640 ON BRUHIN
 GA2360'ROAD NORTHEAST FOR 0.2 MI TO A PAVED ROAD RIGHT.  TURN RIGHT,
 GA2360'NORTHWEST AND DOWNHILL
 GA2360'ON THE ROAD FOR 0.05 MI.TO THE NORTHWEST CORNER OF A PAVED PARKING LOT
 GA2360'TO THE STATION
 GA2360'ON THE RIGHT.
 GA2360'THE STATION IS SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 GA2360'A RAILROAD
 GA2360'OVERPASS ABOUT 90 M LONG.  IT IS 9.5 FT NORTHEAST OF AND ABOUT 1.5 FT
 GA2360'LOWER THAN THE EAST
 GA2360'RAIL OF THE TRACKS, 0.3 FT NORTHEAST OF THE SOUTHEAST END OF THE
 GA2360'ABUTMENT, 0.5 FT
 GA2360'NORTHWEST OF THE WEST END OF A CHAIN LINK FENCE, AND 0.5 FT NORTHEAST
 GA2360'OF A STEEL PIPE
 GA2360'FENCE.
 GA2360' 
 GA2360'
 GA2360
 GA2360                          STATION RECOVERY (2004)
 GA2360
 GA2360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RSL)
 GA2360'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 GA2360
 GA2360                          STATION RECOVERY (2006)
 GA2360
 GA2360'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 GA2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1426 ***********************************************************************
 GC1426  DESIGNATION -  G 25
 GC1426  PID         -  GC1426
 GC1426  STATE/COUNTY-  TN/MONTGOMERY
 GC1426  USGS QUAD   -  PALMYRA (1983)
 GC1426
 GC1426                         *CURRENT SURVEY CONTROL
 GC1426  ___________________________________________________________________
 GC1426* NAD 83(1986)-  36 27 20.     (N)    087 26 58.     (W)     SCALED    
 GC1426* NAVD 88     -       116.944  (meters)     383.67   (feet)  ADJUSTED  
 GC1426  ___________________________________________________________________
 GC1426  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1426  DYNAMIC HT  -         116.845 (meters)     383.35  (feet)  COMP
 GC1426  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC1426
 GC1426  VERT ORDER  -  SECOND    CLASS 0
 GC1426
 GC1426.The horizontal coordinates were scaled from a topographic map and have
 GC1426.an estimated accuracy of +/- 6 seconds.
 GC1426
 GC1426.The orthometric height was determined by differential leveling
 GC1426.and adjusted by the National Geodetic Survey in June 1991..
 GC1426
 GC1426.The geoid height was determined by GEOID03.
 GC1426
 GC1426.The dynamic height is computed by dividing the NAVD 88
 GC1426.geopotential number by the normal gravity value computed on the
 GC1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1426.degrees latitude (g = 980.6199 gals.).
 GC1426
 GC1426.The modeled gravity was interpolated from observed gravity values.
 GC1426
 GC1426;                    North         East    Units  Estimated Accuracy
 GC1426;SPC TN       -   236,430.      470,070.      MT  (+/- 180 meters Scaled)
 GC1426
 GC1426                          SUPERSEDED SURVEY CONTROL
 GC1426
 GC1426  NGVD 29 (??/??/92)  117.004  (m)          383.87   (f) ADJ UNCH    2 0
 GC1426
 GC1426.Superseded values are not recommended for survey control.
 GC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1426.See file dsdata.txt to determine how the superseded data were derived.
 GC1426
 GC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF597345(NAD 83)
 GC1426_MARKER: DB = BENCH MARK DISK
 GC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1426_STAMPING: G 25 1934
 GC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1426+STABILITY: SURFACE MOTION
 GC1426
 GC1426  HISTORY     - Date     Condition        Report By
 GC1426  HISTORY     - 1934     MONUMENTED       CGS
 GC1426
 GC1426                          STATION DESCRIPTION
 GC1426
 GC1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1426'2.5 MI NE FROM PALMYRA.
 GC1426'2.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1426'FROM PALMYRA, MONTGOMERY COUNTY, 500 YARDS SOUTHWEST OF MILEPOST
 GC1426'186, 55 YARDS SOUTHWEST OF THE STATION AT HEMATITE, 9 YARDS
 GC1426'SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 YARD
 GC1426'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED G 25 1934 AND SET
 GC1426'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0867 ***********************************************************************
 GB0867  DESIGNATION -  G 250
 GB0867  PID         -  GB0867
 GB0867  STATE/COUNTY-  TN/MORGAN
 GB0867  USGS QUAD   -  LANCING (1984)
 GB0867
 GB0867                         *CURRENT SURVEY CONTROL
 GB0867  ___________________________________________________________________
 GB0867* NAD 83(1986)-  36 05 46.     (N)    084 38 04.     (W)     SCALED    
 GB0867* NAVD 88     -       322.040  (meters)    1056.56   (feet)  ADJUSTED  
 GB0867  ___________________________________________________________________
 GB0867  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0867  DYNAMIC HT  -         321.751 (meters)    1055.61  (feet)  COMP
 GB0867  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0867
 GB0867  VERT ORDER  -  FIRST     CLASS I
 GB0867
 GB0867.The horizontal coordinates were scaled from a topographic map and have
 GB0867.an estimated accuracy of +/- 6 seconds.
 GB0867
 GB0867.The orthometric height was determined by differential leveling
 GB0867.and adjusted by the National Geodetic Survey in June 1991..
 GB0867
 GB0867.The geoid height was determined by GEOID03.
 GB0867
 GB0867.The dynamic height is computed by dividing the NAVD 88
 GB0867.geopotential number by the normal gravity value computed on the
 GB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0867.degrees latitude (g = 980.6199 gals.).
 GB0867
 GB0867.The modeled gravity was interpolated from observed gravity values.
 GB0867
 GB0867;                    North         East    Units  Estimated Accuracy
 GB0867;SPC TN       -   196,440.      722,970.      MT  (+/- 180 meters Scaled)
 GB0867
 GB0867                          SUPERSEDED SURVEY CONTROL
 GB0867
 GB0867  NGVD 29 (??/??/92)  322.156  (m)         1056.94   (f) ADJ UNCH    1 1
 GB0867
 GB0867.Superseded values are not recommended for survey control.
 GB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0867.See file dsdata.txt to determine how the superseded data were derived.
 GB0867
 GB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE129972(NAD 83)
 GB0867_MARKER: DB = BENCH MARK DISK
 GB0867_SETTING: 66 = SET IN ROCK OUTCROP
 GB0867_SP_SET: ROCK CUT
 GB0867_STAMPING: G 250 1968
 GB0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0867+STABILITY: POSITION/ELEVATION WELL
 GB0867
 GB0867  HISTORY     - Date     Condition        Report By
 GB0867  HISTORY     - 1968     MONUMENTED       CGS
 GB0867
 GB0867                          STATION DESCRIPTION
 GB0867
 GB0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0867'2.2 MI S FROM LANCING.
 GB0867'ABOUT 2.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0867'AT LANCING, ON THE INSIDE OF A CURVE IN THE TRACK, 16 TELEPHONE
 GB0867'POLES SOUTH OF MILEPOST 243, SET IN THE TOP OF THE EAST EDGE OF A
 GB0867'LEDGE ON THE WEST ROCK WALL OF A CUT FOR THE RAILROAD, 13 FEET
 GB0867'WEST OF THE WEST RAIL, 4.8 FEET NORTH OF AN 8-INCH TRIANGLE
 GB0867'INSCRIBED IN THE EAST FACE OF THE WEST WALL OF THE CUT, 24 FEET
 GB0867'SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 4 FEET ABOVE THE LEVEL
 GB0867'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1032 ***********************************************************************
 GD1032  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1032  DESIGNATION -  G 251
 GD1032  PID         -  GD1032
 GD1032  STATE/COUNTY-  TN/LAKE
 GD1032  USGS QUAD   -  TENNEMO (1983)
 GD1032
 GD1032                         *CURRENT SURVEY CONTROL
 GD1032  ___________________________________________________________________
 GD1032* NAD 83(1995)-  36 13 50.43480(N)    089 30 29.18948(W)     ADJUSTED  
 GD1032* NAVD 88     -        86.22   (meters)     282.9    (feet)  GPS OBS   
 GD1032  ___________________________________________________________________
 GD1032  X           -      44,221.116 (meters)                     COMP
 GD1032  Y           -  -5,150,768.942 (meters)                     COMP
 GD1032  Z           -   3,748,903.200 (meters)                     COMP
 GD1032  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GD1032  ELLIP HEIGHT-          57.83  (meters)          (05/31/05) GPS OBS
 GD1032  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1032  DYNAMIC HT  -          86.15  (meters)     282.6   (feet)  COMP
 GD1032  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GD1032
 GD1032  HORZ ORDER  -  FIRST
 GD1032  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1032  ELLP ORDER  -  FOURTH    CLASS II
 GD1032
 GD1032.The horizontal coordinates were established by GPS observations
 GD1032.and adjusted by the National Geodetic Survey in May 2005..
 GD1032
 GD1032.The orthometric height was determined by GPS observations and a
 GD1032.high-resolution geoid model using precise GPS observation and
 GD1032.processing techniques. It supersedes the leveled height previously
 GD1032.determined for this station.
 GD1032.The vertical order pertains to the first NAVD 88 superseded value.
 GD1032
 GD1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1032
 GD1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1032
 GD1032.The ellipsoidal height was determined by GPS observations
 GD1032.and is referenced to NAD 83.
 GD1032
 GD1032.The geoid height was determined by GEOID03.
 GD1032
 GD1032.The dynamic height is computed by dividing the NAVD 88
 GD1032.geopotential number by the normal gravity value computed on the
 GD1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1032.degrees latitude (g = 980.6199 gals.).
 GD1032
 GD1032.The modeled gravity was interpolated from observed gravity values.
 GD1032
 GD1032;                    North         East     Units Scale Factor Converg.
 GD1032;SPC TN       -   216,162.249   284,696.025   MT  0.99997229   -2 03 13.6
 GD1032;SPC TN       -   709,192.31    934,040.21   sFT  0.99997229   -2 03 13.6
 GD1032;UTM  16      - 4,012,451.388   274,588.439   MT  1.00022609   -1 28 58.8
 GD1032
 GD1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1032!SPC TN       -   0.99999092  x   0.99997229  =   0.99996321
 GD1032!UTM  16      -   0.99999092  x   1.00022609  =   1.00021701
 GD1032
 GD1032                          SUPERSEDED SURVEY CONTROL
 GD1032
 GD1032  NAVD 88 (06/15/91)   86.163  (m)          282.69   (f) ADJUSTED    1 1
 GD1032  NGVD 29 (??/??/??)   86.084  (m)          282.43   (f) ADJUSTED    1 1
 GD1032
 GD1032.Superseded values are not recommended for survey control.
 GD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1032.See file dsdata.txt to determine how the superseded data were derived.
 GD1032
 GD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7458812451(NAD 83)
 GD1032_MARKER: DB = BENCH MARK DISK
 GD1032_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1032+WITH SETTING: INTO GROUND
 GD1032_SP_SET: METAL ROD WITH BASE PLATE
 GD1032_STAMPING: G 251 1976
 GD1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1032+STABILITY: SURFACE MOTION
 GD1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1032+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1032
 GD1032  HISTORY     - Date     Condition        Report By
 GD1032  HISTORY     - 1976     MONUMENTED       NGS
 GD1032  HISTORY     - 20020720 GOOD             USACE
 GD1032  HISTORY     - 20030709 GOOD             EMCINC
 GD1032
 GD1032                          STATION DESCRIPTION
 GD1032
 GD1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1032'4.7 MI SW FROM RIDGELY.
 GD1032'2.0 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY HIGH-
 GD1032'WAY COMMISION OFFICE BUILDING AT RIDGELY, THENCE 2.7 MILES WEST
 GD1032'ALONG STATE HIGHWAY 79, 35 FEET NORTHWEST OF THE CENTER OF
 GD1032'INTERSECTION OF STATE HIGHWAY 79 AND A PAVED ROAD, 30.5 FEET NORTH
 GD1032'OF THE CENTERLINE OF HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF
 GD1032'A PAVED ROAD, AND 1.1 FOOT EAST OF A POWER POLE.
 GD1032
 GD1032                          STATION RECOVERY (2002)
 GD1032
 GD1032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1032'RECOVERED IN GOOD CONDITION.
 GD1032
 GD1032                          STATION RECOVERY (2003)
 GD1032
 GD1032'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0439 ***********************************************************************
 FC0439  DESIGNATION -  G 256
 FC0439  PID         -  FC0439
 FC0439  STATE/COUNTY-  TN/BRADLEY
 FC0439  USGS QUAD   -  MC DONALD (1976)
 FC0439
 FC0439                         *CURRENT SURVEY CONTROL
 FC0439  ___________________________________________________________________
 FC0439* NAD 83(1986)-  35 01 50.     (N)    084 55 42.     (W)     SCALED    
 FC0439* NAVD 88     -       266.526  (meters)     874.43   (feet)  ADJUSTED  
 FC0439  ___________________________________________________________________
 FC0439  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0439  DYNAMIC HT  -         266.259 (meters)     873.55  (feet)  COMP
 FC0439  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 FC0439
 FC0439  VERT ORDER  -  FIRST     CLASS I
 FC0439
 FC0439.The horizontal coordinates were scaled from a topographic map and have
 FC0439.an estimated accuracy of +/- 6 seconds.
 FC0439
 FC0439.The orthometric height was determined by differential leveling
 FC0439.and adjusted by the National Geodetic Survey in June 1991..
 FC0439
 FC0439.The geoid height was determined by GEOID03.
 FC0439
 FC0439.The dynamic height is computed by dividing the NAVD 88
 FC0439.geopotential number by the normal gravity value computed on the
 FC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0439.degrees latitude (g = 980.6199 gals.).
 FC0439
 FC0439.The modeled gravity was interpolated from observed gravity values.
 FC0439
 FC0439;                    North         East    Units  Estimated Accuracy
 FC0439;SPC TN       -    77,890.      697,800.      MT  (+/- 180 meters Scaled)
 FC0439
 FC0439                          SUPERSEDED SURVEY CONTROL
 FC0439
 FC0439  NGVD 29 (??/??/92)  266.514  (m)          874.39   (f) ADJ UNCH    1 1
 FC0439
 FC0439.Superseded values are not recommended for survey control.
 FC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0439.See file dsdata.txt to determine how the superseded data were derived.
 FC0439
 FC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD889783(NAD 83)
 FC0439_MARKER: DB = BENCH MARK DISK
 FC0439_SETTING: 66 = SET IN ROCK OUTCROP
 FC0439_SP_SET: SET IN ROCK OUTCROP
 FC0439_STAMPING: G 256 1968
 FC0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0439+STABILITY: POSITION/ELEVATION WELL
 FC0439
 FC0439  HISTORY     - Date     Condition        Report By
 FC0439  HISTORY     - 1968     MONUMENTED       CGS
 FC0439
 FC0439                          STATION DESCRIPTION
 FC0439
 FC0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0439'9.2 MI SW FROM CLEVELAND.
 FC0439'ABOUT 9.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0439'STATION AT CLEVELAND, ABOUT 0.2 MILE NORTH OF A PRIVATE GRAVELED
 FC0439'ROAD CROSSING, SET IN THE TOP AND NEAR THE NORTH END OF A ROCK
 FC0439'THAT IS ABOUT 10 FEET LONG BY 5 FEET HIGH AND IS A PART OF A
 FC0439'LONG LOW CUT, 105 FEET SOUTH OF THE WEST END OF A 48-INCH PIPE
 FC0439'CULVERT UNDER THE TRACK, 21.6 FEET WEST OF THE WEST RAIL AND
 FC0439'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0418 ***********************************************************************
 FC0418  DESIGNATION -  G 257
 FC0418  PID         -  FC0418
 FC0418  STATE/COUNTY-  TN/MCMINN
 FC0418  USGS QUAD   -  CALHOUN (1980)
 FC0418
 FC0418                         *CURRENT SURVEY CONTROL
 FC0418  ___________________________________________________________________
 FC0418* NAD 83(1986)-  35 20 07.     (N)    084 43 31.     (W)     SCALED    
 FC0418* NAVD 88     -       245.776  (meters)     806.35   (feet)  ADJUSTED  
 FC0418  ___________________________________________________________________
 FC0418  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0418  DYNAMIC HT  -         245.536 (meters)     805.56  (feet)  COMP
 FC0418  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0418
 FC0418  VERT ORDER  -  FIRST     CLASS I
 FC0418
 FC0418.The horizontal coordinates were scaled from a topographic map and have
 FC0418.an estimated accuracy of +/- 6 seconds.
 FC0418
 FC0418.The orthometric height was determined by differential leveling
 FC0418.and adjusted by the National Geodetic Survey in June 1991..
 FC0418
 FC0418.The geoid height was determined by GEOID03.
 FC0418
 FC0418.The dynamic height is computed by dividing the NAVD 88
 FC0418.geopotential number by the normal gravity value computed on the
 FC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0418.degrees latitude (g = 980.6199 gals.).
 FC0418
 FC0418.The modeled gravity was interpolated from observed gravity values.
 FC0418
 FC0418;                    North         East    Units  Estimated Accuracy
 FC0418;SPC TN       -   111,920.      715,890.      MT  (+/- 180 meters Scaled)
 FC0418
 FC0418                          SUPERSEDED SURVEY CONTROL
 FC0418
 FC0418  NGVD 29 (??/??/92)  245.816  (m)          806.48   (f) ADJ UNCH    1 1
 FC0418
 FC0418.Superseded values are not recommended for survey control.
 FC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0418.See file dsdata.txt to determine how the superseded data were derived.
 FC0418
 FC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE067125(NAD 83)
 FC0418_MARKER: DB = BENCH MARK DISK
 FC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0418_STAMPING: G 257 1968
 FC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0418+STABILITY: SURFACE MOTION
 FC0418
 FC0418  HISTORY     - Date     Condition        Report By
 FC0418  HISTORY     - 1968     MONUMENTED       CGS
 FC0418
 FC0418                          STATION DESCRIPTION
 FC0418
 FC0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0418'3.4 MI NE FROM CALHOUN.
 FC0418'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0418'NORTHEAST END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT
 FC0418'CALHOUN, ALSO ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11
 FC0418'FROM THE POST OFFICE AT RICEVILLE, ABOUT 0.5 MILE SOUTHWEST OF
 FC0418'A ROAD INTERSECTION AT SANFORD, ABOUT 70 YARDS NORTHEAST OF THE
 FC0418'JUNCTION OF A PRIVATE GRAVELED ROAD LEADING NORTHWEST TO A BRICK
 FC0418'HOUSE, 40 FEET NORTHWEST OF THE SOUTHERN RAILWAY, 34 1/2 FEET
 FC0418'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST
 FC0418'OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY,
 FC0418'4 1/2 FEET NORTHEAST OF A TELEPHONE CABLE POLE, 1.2 FEET SOUTHWEST
 FC0418'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FC0418'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FC0418'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0521 ***********************************************************************
 FC0521  DESIGNATION -  G 258
 FC0521  PID         -  FC0521
 FC0521  STATE/COUNTY-  TN/MCMINN
 FC0521  USGS QUAD   -  ATHENS (1990)
 FC0521
 FC0521                         *CURRENT SURVEY CONTROL
 FC0521  ___________________________________________________________________
 FC0521* NAD 83(1986)-  35 28 29.     (N)    084 35 54.     (W)     SCALED    
 FC0521* NAVD 88     -       283.872  (meters)     931.34   (feet)  ADJUSTED  
 FC0521  ___________________________________________________________________
 FC0521  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0521  DYNAMIC HT  -         283.595 (meters)     930.43  (feet)  COMP
 FC0521  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 FC0521
 FC0521  VERT ORDER  -  FIRST     CLASS I
 FC0521
 FC0521.The horizontal coordinates were scaled from a topographic map and have
 FC0521.an estimated accuracy of +/- 6 seconds.
 FC0521
 FC0521.The orthometric height was determined by differential leveling
 FC0521.and adjusted by the National Geodetic Survey in June 1991..
 FC0521
 FC0521.The geoid height was determined by GEOID03.
 FC0521
 FC0521.The dynamic height is computed by dividing the NAVD 88
 FC0521.geopotential number by the normal gravity value computed on the
 FC0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0521.degrees latitude (g = 980.6199 gals.).
 FC0521
 FC0521.The modeled gravity was interpolated from observed gravity values.
 FC0521
 FC0521;                    North         East    Units  Estimated Accuracy
 FC0521;SPC TN       -   127,550.      727,200.      MT  (+/- 180 meters Scaled)
 FC0521
 FC0521                          SUPERSEDED SURVEY CONTROL
 FC0521
 FC0521  NGVD 29 (??/??/92)  283.928  (m)          931.52   (f) ADJ UNCH    1 1
 FC0521
 FC0521.Superseded values are not recommended for survey control.
 FC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0521.See file dsdata.txt to determine how the superseded data were derived.
 FC0521
 FC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE179283(NAD 83)
 FC0521_MARKER: DB = BENCH MARK DISK
 FC0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0521_SP_SET: 39 FEET
 FC0521_STAMPING: G 258 1968
 FC0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0521
 FC0521  HISTORY     - Date     Condition        Report By
 FC0521  HISTORY     - 1968     MONUMENTED       CGS
 FC0521
 FC0521                          STATION DESCRIPTION
 FC0521
 FC0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0521'2.2 MI NE FROM ATHENS.
 FC0521'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE INTERSECTION
 FC0521'OF STATE HIGHWAY 30 AT ATHENS, NEAR THE JUNCTION OF A NARROW
 FC0521'GRAVELED ROAD LEADING SOUTHEAST, 85 1/2 FEET SOUTHWEST OF THE
 FC0521'SOUTHEAST END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY THAT IS
 FC0521'IN THE EXTENDED CENTER LINE OF THE SOUTHWEST DRIVE TO V.F.W. POST
 FC0521'5146, 48 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST
 FC0521'BOUND LANE OF THE HIGHWAY, 18 1/2 FEET NORTHEAST OF THE CENTER
 FC0521'LINE OF THE ROAD, 1.7 FEET NORTHEAST OF A 4-BY-4-INCH AND 2-FOOT
 FC0521'HIGH CONCRETE POST, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 FC0521'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE
 FC0521'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 FC0521'LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 FC0521'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 FC0521'DRIVEN TO REFUSAL AT A DEPTH OF 39 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0035 ***********************************************************************
 FC0035  DESIGNATION -  G 259
 FC0035  PID         -  FC0035
 FC0035  STATE/COUNTY-  TN/LOUDON
 FC0035  USGS QUAD   -  LOUDON (1984)
 FC0035
 FC0035                         *CURRENT SURVEY CONTROL
 FC0035  ___________________________________________________________________
 FC0035* NAD 83(1986)-  35 42 09.     (N)    084 22 27.     (W)     SCALED    
 FC0035* NAVD 88     -       268.145  (meters)     879.74   (feet)  ADJUSTED  
 FC0035  ___________________________________________________________________
 FC0035  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0035  DYNAMIC HT  -         267.889 (meters)     878.90  (feet)  COMP
 FC0035  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FC0035
 FC0035  VERT ORDER  -  FIRST     CLASS I
 FC0035
 FC0035.The horizontal coordinates were scaled from a topographic map and have
 FC0035.an estimated accuracy of +/- 6 seconds.
 FC0035
 FC0035.The orthometric height was determined by differential leveling
 FC0035.and adjusted by the National Geodetic Survey in June 1991..
 FC0035
 FC0035.The geoid height was determined by GEOID03.
 FC0035
 FC0035.The dynamic height is computed by dividing the NAVD 88
 FC0035.geopotential number by the normal gravity value computed on the
 FC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0035.degrees latitude (g = 980.6199 gals.).
 FC0035
 FC0035.The modeled gravity was interpolated from observed gravity values.
 FC0035
 FC0035;                    North         East    Units  Estimated Accuracy
 FC0035;SPC TN       -   153,130.      747,130.      MT  (+/- 180 meters Scaled)
 FC0035
 FC0035                          SUPERSEDED SURVEY CONTROL
 FC0035
 FC0035  NGVD 29 (??/??/92)  268.235  (m)          880.03   (f) ADJ UNCH    1 1
 FC0035
 FC0035.Superseded values are not recommended for survey control.
 FC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0035.See file dsdata.txt to determine how the superseded data were derived.
 FC0035
 FC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE375541(NAD 83)
 FC0035_MARKER: DB = BENCH MARK DISK
 FC0035_SETTING: 66 = SET IN ROCK OUTCROP
 FC0035_SP_SET: LEDGE
 FC0035_STAMPING: G 259 1968
 FC0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0035+STABILITY: POSITION/ELEVATION WELL
 FC0035
 FC0035  HISTORY     - Date     Condition        Report By
 FC0035  HISTORY     - 1968     MONUMENTED       CGS
 FC0035
 FC0035                          STATION DESCRIPTION
 FC0035
 FC0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0035'1.9 MI NE FROM PHILADELPHIA.
 FC0035'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0035'MOTEL AT PHILADELPHIA, ABOUT 0.1 MILE SOUTHWEST OF THE CENTER
 FC0035'OF A POWER LINE CROSSING, 140 FEET SOUTH OF AND ACROSS THE
 FC0035'HIGHWAY FROM THE SOUTH LEG OF THE FIRST STEEL POWER LINE TOWER
 FC0035'SOUTHWEST OF THE CROSSING AND NORTHWEST OF THE HIGHWAY, SET IN
 FC0035'THE TOP OF THE TOP LEDGE OF THE EXPOSED PART OF A ROCK THAT IS ABOUT
 FC0035'15 FEET LONG BY 2 FEET HIGH, 25 FEET SOUTHEAST OF THE CENTER LINE
 FC0035'OF THE HIGHWAY, 5 1/2 FEET NORTH OF A COMBINATION POWER AND
 FC0035'TELEPHONE CABLE POLE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FC0035'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0266 ***********************************************************************
 GD0266  DESIGNATION -  G 26
 GD0266  PID         -  GD0266
 GD0266  STATE/COUNTY-  TN/BENTON
 GD0266  USGS QUAD   -  CAMDEN (1984)
 GD0266
 GD0266                         *CURRENT SURVEY CONTROL
 GD0266  ___________________________________________________________________
 GD0266* NAD 83(1986)-  36 02 21.     (N)    088 01 34.     (W)     SCALED    
 GD0266* NAVD 88     -       112.746  (meters)     369.90   (feet)  ADJUSTED  
 GD0266  ___________________________________________________________________
 GD0266  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD0266  DYNAMIC HT  -         112.651 (meters)     369.59  (feet)  COMP
 GD0266  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GD0266
 GD0266  VERT ORDER  -  SECOND    CLASS 0
 GD0266
 GD0266.The horizontal coordinates were scaled from a topographic map and have
 GD0266.an estimated accuracy of +/- 6 seconds.
 GD0266
 GD0266.The orthometric height was determined by differential leveling
 GD0266.and adjusted by the National Geodetic Survey in June 1991..
 GD0266
 GD0266.The geoid height was determined by GEOID03.
 GD0266
 GD0266.The dynamic height is computed by dividing the NAVD 88
 GD0266.geopotential number by the normal gravity value computed on the
 GD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0266.degrees latitude (g = 980.6199 gals.).
 GD0266
 GD0266.The modeled gravity was interpolated from observed gravity values.
 GD0266
 GD0266;                    North         East    Units  Estimated Accuracy
 GD0266;SPC TN       -   191,150.      417,430.      MT  (+/- 180 meters Scaled)
 GD0266
 GD0266                          SUPERSEDED SURVEY CONTROL
 GD0266
 GD0266  NGVD 29 (??/??/??)  112.778  (m)          370.01   (f) ADJUSTED    2 0
 GD0266
 GD0266.Superseded values are not recommended for survey control.
 GD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0266.See file dsdata.txt to determine how the superseded data were derived.
 GD0266
 GD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE075887(NAD 83)
 GD0266_MARKER: DB = BENCH MARK DISK
 GD0266_SETTING: 0 = UNSPECIFIED SETTING
 GD0266_STAMPING: G 26 1934
 GD0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0266
 GD0266  HISTORY     - Date     Condition        Report By
 GD0266  HISTORY     - 1934     MONUMENTED       CGS
 GD0266  HISTORY     - 1955     GOOD             CGS
 GD0266  HISTORY     - 1971     GOOD             NGS
 GD0266
 GD0266                          STATION DESCRIPTION
 GD0266
 GD0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GD0266'2 MI W FROM EVA.
 GD0266'2.0 MILES WEST ALONG THE OLD NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0266'RAILWAY FROM THE OLD LOCATION OF STATION AT EVA, BENTON COUNTY,
 GD0266'4.0 MILES EAST OF CAMDEN VIA THE OLD RAILROAD, 20 FEET EAST OF
 GD0266'OLD PRIVATE ROAD CROSSING, 30 FEET NORTH OF OLD RAILROAD BED, 12
 GD0266'FEET SOUTH OF THE ROAD, AND 1 FOOT EAST OF A SIGN.  A STANDARD
 GD0266'DISK, STAMPED G 26 1934.  NOTE-- POST AND SIGN AT MONUMENT.
 GD0266'THIS MARK WAS REPORTED IN ACESSIBLE IN 1948.
 GD0266
 GD0266                          STATION RECOVERY (1971)
 GD0266
 GD0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0107 ***********************************************************************
 FC0107  DESIGNATION -  G 260
 FC0107  PID         -  FC0107
 FC0107  STATE/COUNTY-  TN/KNOX
 FC0107  USGS QUAD   -  BEARDEN (1990)
 FC0107
 FC0107                         *CURRENT SURVEY CONTROL
 FC0107  ___________________________________________________________________
 FC0107* NAD 83(1986)-  35 53 59.     (N)    084 03 18.     (W)     SCALED    
 FC0107* NAVD 88     -       283.871  (meters)     931.33   (feet)  ADJUSTED  
 FC0107  ___________________________________________________________________
 FC0107  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0107  DYNAMIC HT  -         283.606 (meters)     930.46  (feet)  COMP
 FC0107  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0107
 FC0107  VERT ORDER  -  FIRST     CLASS I
 FC0107
 FC0107.The horizontal coordinates were scaled from a topographic map and have
 FC0107.an estimated accuracy of +/- 6 seconds.
 FC0107
 FC0107.The orthometric height was determined by differential leveling
 FC0107.and adjusted by the National Geodetic Survey in June 1991..
 FC0107
 FC0107.The geoid height was determined by GEOID03.
 FC0107
 FC0107.The dynamic height is computed by dividing the NAVD 88
 FC0107.geopotential number by the normal gravity value computed on the
 FC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0107.degrees latitude (g = 980.6199 gals.).
 FC0107
 FC0107.The modeled gravity was interpolated from observed gravity values.
 FC0107
 FC0107;                    North         East    Units  Estimated Accuracy
 FC0107;SPC TN       -   175,530.      775,570.      MT  (+/- 180 meters Scaled)
 FC0107
 FC0107                          SUPERSEDED SURVEY CONTROL
 FC0107
 FC0107  NGVD 29 (??/??/92)  284.005  (m)          931.77   (f) ADJ UNCH    1 1
 FC0107
 FC0107.Superseded values are not recommended for survey control.
 FC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0107.See file dsdata.txt to determine how the superseded data were derived.
 FC0107
 FC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE657768(NAD 83)
 FC0107_MARKER: DB = BENCH MARK DISK
 FC0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0107_SP_SET: CULVERT
 FC0107_STAMPING: G 260 1968
 FC0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0107
 FC0107  HISTORY     - Date     Condition        Report By
 FC0107  HISTORY     - 1968     MONUMENTED       CGS
 FC0107
 FC0107                          STATION DESCRIPTION
 FC0107
 FC0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0107'3.6 MI SW FROM BEARDEN.
 FC0107'ABOUT 3.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0107'RAILWAY OVERPASS OVER NORTH SHORE DRIVE AT BEARDEN, ABOUT 0.25 MILE
 FC0107'EAST OF MILEPOST 140, 50 1/2 FEET NORTHWEST OF THE CENTER OF THE
 FC0107'JUNCTION OF A BLACKTOP ROAD PARALLELING THE TRACK AND A DRIVE
 FC0107'LEADING SOUTH TO A LARGE TWO-STORIED FRAME HOUSE, SET IN THE TOP
 FC0107'OF THE EAST END OF THE SOUTH HEAD WALL OF A 3-FOOT STONE BOX
 FC0107'CULVERT UNDER THE TRACK, 14.5 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 FC0107'WEST OF THE EAST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW THE
 FC0107'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0354 ***********************************************************************
 FF0354  DESIGNATION -  G 261
 FF0354  PID         -  FF0354
 FF0354  STATE/COUNTY-  TN/SHELBY
 FF0354  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0354
 FF0354                         *CURRENT SURVEY CONTROL
 FF0354  ___________________________________________________________________
 FF0354* NAD 83(1986)-  35 09 10.     (N)    090 02 02.     (W)     SCALED    
 FF0354* NAVD 88     -        70.802  (meters)     232.29   (feet)  ADJUSTED  
 FF0354  ___________________________________________________________________
 FF0354  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0354  DYNAMIC HT  -          70.737 (meters)     232.08  (feet)  COMP
 FF0354  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FF0354
 FF0354  VERT ORDER  -  FIRST     CLASS I
 FF0354
 FF0354.The horizontal coordinates were scaled from a topographic map and have
 FF0354.an estimated accuracy of +/- 6 seconds.
 FF0354
 FF0354.The orthometric height was determined by differential leveling
 FF0354.and adjusted by the National Geodetic Survey in June 1991..
 FF0354
 FF0354.The geoid height was determined by GEOID03.
 FF0354
 FF0354.The dynamic height is computed by dividing the NAVD 88
 FF0354.geopotential number by the normal gravity value computed on the
 FF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0354.degrees latitude (g = 980.6199 gals.).
 FF0354
 FF0354.The modeled gravity was interpolated from observed gravity values.
 FF0354
 FF0354;                    North         East    Units  Estimated Accuracy
 FF0354;SPC TN       -    98,490.      232,540.      MT  (+/- 180 meters Scaled)
 FF0354
 FF0354                          SUPERSEDED SURVEY CONTROL
 FF0354
 FF0354  NGVD 29 (??/??/??)   70.762  (m)          232.16   (f) ADJUSTED    1 1
 FF0354
 FF0354.Superseded values are not recommended for survey control.
 FF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0354.See file dsdata.txt to determine how the superseded data were derived.
 FF0354
 FF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU702940(NAD 83)
 FF0354_MARKER: DB = BENCH MARK DISK
 FF0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0354_SP_SET: 48 FEET
 FF0354_STAMPING: G 261 1974
 FF0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0354
 FF0354  HISTORY     - Date     Condition        Report By
 FF0354  HISTORY     - 1974     MONUMENTED       NGS
 FF0354  HISTORY     - 1976     GOOD             NGS
 FF0354  HISTORY     - 19970505 POOR             TN1620
 FF0354
 FF0354                          STATION DESCRIPTION
 FF0354
 FF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0354'AT MEMPHIS.
 FF0354'AT MEMPHIS, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF NORTH
 FF0354'PARKWAY AND MANASSAS STREET, 74 FEET SOUTHWEST OF THE WEST END
 FF0354'OF THE SOUTH STEEL BANNISTER OF THE LOUISVILLE AND NASHVILLE
 FF0354'RAILROAD OVERPASS OVER MANASSAS STREET, 83.5 FEET WEST OF THE
 FF0354'CENTER LINE OF MANASSAS STREET, 46.6 FEET SOUTH OF THE SOUTH
 FF0354'RAIL OF MAIN TRACK, 32 FEET WEST OF THE NORTHEAST PIPE CORNER
 FF0354'POST IN CHAIN LINK FENCE AROUND CITY TRAFFIC ENGINEER SIGN SHOP,
 FF0354'36 FEET EAST OF A POWER POLE BEARDED YARD LIGHT AND 2
 FF0354'TRANSFORMERS, 0.6 FOOT NORTH OF A CHAIN LINK FENCE, 0.6 FOOT
 FF0354'SOUTH OF A METAL WITNESS POST, 6 1/2 FEET BELOW LEVEL OF RAILS
 FF0354'AND ON TOP OF A COPPER COATED STEEL ROD, FLUSH WITH THE GROUND
 FF0354'AND PROTECTED BY A 4-INCH IRON PIPE PROJECTING 2-INCHES.  ROD
 FF0354'WAS DRIVEN TO A DEPTH OF 48 FEET.
 FF0354
 FF0354                          STATION RECOVERY (1976)
 FF0354
 FF0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0354'RECOVERED IN GOOD CONDITION.
 FF0354
 FF0354                          STATION RECOVERY (1997)
 FF0354
 FF0354'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FF0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1350 ***********************************************************************
 FE1350  DESIGNATION -  G 262
 FE1350  PID         -  FE1350
 FE1350  STATE/COUNTY-  TN/TIPTON
 FE1350  USGS QUAD   -  MUNFORD (1983)
 FE1350
 FE1350                         *CURRENT SURVEY CONTROL
 FE1350  ___________________________________________________________________
 FE1350* NAD 83(1986)-  35 26 35.     (N)    089 47 00.     (W)     SCALED    
 FE1350* NAVD 88     -       133.796  (meters)     438.96   (feet)  ADJUSTED  
 FE1350  ___________________________________________________________________
 FE1350  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1350  DYNAMIC HT  -         133.678 (meters)     438.58  (feet)  COMP
 FE1350  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 FE1350
 FE1350  VERT ORDER  -  FIRST     CLASS I
 FE1350
 FE1350.The horizontal coordinates were scaled from a topographic map and have
 FE1350.an estimated accuracy of +/- 6 seconds.
 FE1350
 FE1350.The orthometric height was determined by differential leveling
 FE1350.and adjusted by the National Geodetic Survey in June 1991..
 FE1350
 FE1350.The geoid height was determined by GEOID03.
 FE1350
 FE1350.The dynamic height is computed by dividing the NAVD 88
 FE1350.geopotential number by the normal gravity value computed on the
 FE1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1350.degrees latitude (g = 980.6199 gals.).
 FE1350
 FE1350.The modeled gravity was interpolated from observed gravity values.
 FE1350
 FE1350;                    North         East    Units  Estimated Accuracy
 FE1350;SPC TN       -   129,760.      256,590.      MT  (+/- 180 meters Scaled)
 FE1350
 FE1350                          SUPERSEDED SURVEY CONTROL
 FE1350
 FE1350  NGVD 29 (??/??/??)  133.770  (m)          438.88   (f) ADJUSTED    1 1
 FE1350
 FE1350.Superseded values are not recommended for survey control.
 FE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1350.See file dsdata.txt to determine how the superseded data were derived.
 FE1350
 FE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE473257(NAD 83)
 FE1350_MARKER: DB = BENCH MARK DISK
 FE1350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1350_SP_SET: 39 1/2 FEET
 FE1350_STAMPING: G 262 1974
 FE1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1350+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1350
 FE1350  HISTORY     - Date     Condition        Report By
 FE1350  HISTORY     - 1974     MONUMENTED       NGS
 FE1350  HISTORY     - 20021003 GOOD             USACE
 FE1350
 FE1350                          STATION DESCRIPTION
 FE1350
 FE1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1350'0.2 MI E FROM CROSSTOWN.
 FE1350'ABOUT 0.25 MILE EAST ALONG THE ATOKA-MUNFORD ROAD FROM THE
 FE1350'INTERSECTION WITH U.S. HIGHWAY 51 AT CROSSTOWN, ALSO ABOUT 0.35
 FE1350'MILE WEST OF THE ATOKA METHODIST CHURCH AT ATOKA, AT THE
 FE1350'SOUTHEAST CORNER OF CHAIN LINK FENCE SURROUNDING THE TENNESSEE
 FE1350'VALLEY AUTHORITY SUB STATION S-314, 80.5 FEET NORTH OF THE CENTER
 FE1350'LINE OF THE PAVED ROAD, 15.4 FEET EAST OF THE CENTER LINE OF A
 FE1350'CHAIN LINK GATE, 1 FOOT SOUTHWEST OF A PIPE CORNER POST, 0.8 FOOT
 FE1350'SOUTH OF THE CHAIN LINK FENCE AND ON TOP OF A COPPER COATED
 FE1350'STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FE1350'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT
 FE1350'39 1/2 FEET.
 FE1350
 FE1350                          STATION RECOVERY (2002)
 FE1350
 FE1350'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1350'PAVED ROAD IS NOW HWY 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1703 ***********************************************************************
 FE1703  DESIGNATION -  G 263
 FE1703  PID         -  FE1703
 FE1703  STATE/COUNTY-  TN/LAUDERDALE
 FE1703  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1703
 FE1703                         *CURRENT SURVEY CONTROL
 FE1703  ___________________________________________________________________
 FE1703* NAD 83(1986)-  35 43 29.     (N)    089 33 45.     (W)     SCALED    
 FE1703* NAVD 88     -       126.892  (meters)     416.31   (feet)  ADJUSTED  
 FE1703  ___________________________________________________________________
 FE1703  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1703  DYNAMIC HT  -         126.784 (meters)     415.96  (feet)  COMP
 FE1703  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FE1703
 FE1703  VERT ORDER  -  FIRST     CLASS I
 FE1703
 FE1703.The horizontal coordinates were scaled from a topographic map and have
 FE1703.an estimated accuracy of +/- 6 seconds.
 FE1703
 FE1703.The orthometric height was determined by differential leveling
 FE1703.and adjusted by the National Geodetic Survey in June 1991..
 FE1703
 FE1703.The geoid height was determined by GEOID03.
 FE1703
 FE1703.The dynamic height is computed by dividing the NAVD 88
 FE1703.geopotential number by the normal gravity value computed on the
 FE1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1703.degrees latitude (g = 980.6199 gals.).
 FE1703
 FE1703.The modeled gravity was interpolated from observed gravity values.
 FE1703
 FE1703;                    North         East    Units  Estimated Accuracy
 FE1703;SPC TN       -   160,240.      277,770.      MT  (+/- 180 meters Scaled)
 FE1703
 FE1703                          SUPERSEDED SURVEY CONTROL
 FE1703
 FE1703  NGVD 29 (??/??/??)  126.851  (m)          416.18   (f) ADJUSTED    1 1
 FE1703
 FE1703.Superseded values are not recommended for survey control.
 FE1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1703.See file dsdata.txt to determine how the superseded data were derived.
 FE1703
 FE1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682564(NAD 83)
 FE1703_MARKER: DB = BENCH MARK DISK
 FE1703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1703_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1703_STAMPING: G 263 1974
 FE1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1703
 FE1703  HISTORY     - Date     Condition        Report By
 FE1703  HISTORY     - 1974     MONUMENTED       NGS
 FE1703  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1703
 FE1703                          STATION DESCRIPTION
 FE1703
 FE1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1703'3.5 MI SW FROM RIPLEY.
 FE1703'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 FE1703'COURTHOUSE AT RIPLEY, THENCE 2.15 MILES SOUTHWEST ALONG NEW U.S.
 FE1703'HIGHWAY 51 NEAR AN ASPHALT ROAD INTERSECTION, 192 FEET NORTH OF
 FE1703'THE CENTER LINE OF AN ASPHALT ROAD LEADING WEST, AT THE NORTH
 FE1703'END OF A BANK CUT, 124 FEET NORTH OF A PIPE CORNER POST ON TOP
 FE1703'OF CUT, 123 FEET WEST OF THE CENTER LINE OF THE WEST LANE OF THE
 FE1703'HIGHWAY, 127 FEET NORTH OF A POWER POLE ON TOP OF BANK CUT, 136
 FE1703'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE
 FE1703'HEADWALL OF A PIPE CULVERT, 0.6 FOOT WEST OF A METAL WITNESS
 FE1703'POST, 6 FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 FE1703'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE1703'DISK IS 4-INCHES ABOVE GROUND AND PROTECTED BY A 5-INCH IRON
 FE1703'PIPE THAT IS PROJECTING 5-INCHES.
 FE1703
 FE1703                          STATION RECOVERY (2002)
 FE1703
 FE1703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1703'SUSPECTED DESTROYED. HIGH BANK HAS BEEN LEVELED. CHURCH IS ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0963 ***********************************************************************
 FE0963  DESIGNATION -  G 264
 FE0963  PID         -  FE0963
 FE0963  STATE/COUNTY-  TN/LAUDERDALE
 FE0963  USGS QUAD   -  FOWLKES (1983)
 FE0963
 FE0963                         *CURRENT SURVEY CONTROL
 FE0963  ___________________________________________________________________
 FE0963* NAD 83(1986)-  35 54 53.     (N)    089 29 47.     (W)     SCALED    
 FE0963* NAVD 88     -       113.071  (meters)     370.97   (feet)  ADJUSTED  
 FE0963  ___________________________________________________________________
 FE0963  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0963  DYNAMIC HT  -         112.974 (meters)     370.65  (feet)  COMP
 FE0963  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 FE0963
 FE0963  VERT ORDER  -  FIRST     CLASS I
 FE0963
 FE0963.The horizontal coordinates were scaled from a topographic map and have
 FE0963.an estimated accuracy of +/- 6 seconds.
 FE0963
 FE0963.The orthometric height was determined by differential leveling
 FE0963.and adjusted by the National Geodetic Survey in June 1991..
 FE0963
 FE0963.The geoid height was determined by GEOID03.
 FE0963
 FE0963.The dynamic height is computed by dividing the NAVD 88
 FE0963.geopotential number by the normal gravity value computed on the
 FE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0963.degrees latitude (g = 980.6199 gals.).
 FE0963
 FE0963.The modeled gravity was interpolated from observed gravity values.
 FE0963
 FE0963;                    North         East    Units  Estimated Accuracy
 FE0963;SPC TN       -   181,090.      284,500.      MT  (+/- 180 meters Scaled)
 FE0963
 FE0963                          SUPERSEDED SURVEY CONTROL
 FE0963
 FE0963  NGVD 29 (??/??/??)  113.013  (m)          370.78   (f) ADJUSTED    1 1
 FE0963
 FE0963.Superseded values are not recommended for survey control.
 FE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0963.See file dsdata.txt to determine how the superseded data were derived.
 FE0963
 FE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE747773(NAD 83)
 FE0963_MARKER: DB = BENCH MARK DISK
 FE0963_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE0963_SP_SET: 48 FEET
 FE0963_STAMPING: G 264 1974
 FE0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0963+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0963
 FE0963  HISTORY     - Date     Condition        Report By
 FE0963  HISTORY     - 1974     MONUMENTED       NGS
 FE0963  HISTORY     - 20020804 GOOD             USACE
 FE0963
 FE0963                          STATION DESCRIPTION
 FE0963
 FE0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0963'6.5 MI W FROM HALLS.
 FE0963'ABOUT 6.50 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0963'BAPTIST CHURCH AT HALLS, AT THE COMMUNITY OF PORTER GAP SET ON
 FE0963'THE PROPERTY OF MR. CHARLES PARRISH, 123.4 FEET SOUTH OF THE
 FE0963'CENTER LINE OF THE HIGHWAY, 38.2 FEET SOUTHEAST OF THE SOUTHEAST
 FE0963'CORNER OF THE HOME OF MR. PARRISH, 21.3 FEET SOUTH OF THE
 FE0963'NORTHEAST CORNER OF CHAIN LINK FENCE AROUND BACK YARD OF HOME,
 FE0963'22.3 FEET WEST OF THE CENTER OF GATE LEADING NORTH INTO FIELD,
 FE0963'8.4 FEET NORTH OF THE SOUTHEAST CORNER OF CHAIN LINK FENCE, 0.9
 FE0963'FOOT EAST OF THE CHAIN LINK FENCE, 1/2 FOOT ABOVE HIGHWAY AND ON
 FE0963'TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT BELOW GROUND AND
 FE0963'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.  THE
 FE0963'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE0963
 FE0963                          STATION RECOVERY (2002)
 FE0963
 FE0963'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1148 ***********************************************************************
 GD1148  DESIGNATION -  G 265
 GD1148  PID         -  GD1148
 GD1148  STATE/COUNTY-  TN/LAKE
 GD1148  USGS QUAD   -  RIDGELY (1981)
 GD1148
 GD1148                         *CURRENT SURVEY CONTROL
 GD1148  ___________________________________________________________________
 GD1148* NAD 83(1986)-  36 15 11.     (N)    089 28 42.     (W)     SCALED    
 GD1148* NAVD 88     -        87.305  (meters)     286.43   (feet)  ADJUSTED  
 GD1148  ___________________________________________________________________
 GD1148  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1148  DYNAMIC HT  -          87.234 (meters)     286.20  (feet)  COMP
 GD1148  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GD1148
 GD1148  VERT ORDER  -  FIRST     CLASS I
 GD1148
 GD1148.The horizontal coordinates were scaled from a topographic map and have
 GD1148.an estimated accuracy of +/- 6 seconds.
 GD1148
 GD1148.The orthometric height was determined by differential leveling
 GD1148.and adjusted by the National Geodetic Survey in June 1991..
 GD1148
 GD1148.The geoid height was determined by GEOID03.
 GD1148
 GD1148.The dynamic height is computed by dividing the NAVD 88
 GD1148.geopotential number by the normal gravity value computed on the
 GD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1148.degrees latitude (g = 980.6199 gals.).
 GD1148
 GD1148.The modeled gravity was interpolated from observed gravity values.
 GD1148
 GD1148;                    North         East    Units  Estimated Accuracy
 GD1148;SPC TN       -   218,550.      287,460.      MT  (+/- 180 meters Scaled)
 GD1148
 GD1148                          SUPERSEDED SURVEY CONTROL
 GD1148
 GD1148  NGVD 29 (??/??/??)   87.229  (m)          286.18   (f) ADJUSTED    1 1
 GD1148
 GD1148.Superseded values are not recommended for survey control.
 GD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1148.See file dsdata.txt to determine how the superseded data were derived.
 GD1148
 GD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF773148(NAD 83)
 GD1148_MARKER: DB = BENCH MARK DISK
 GD1148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1148+WITH SETTING: INTO GROUND
 GD1148_STAMPING: G 265 1974
 GD1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1148+STABILITY: SURFACE MOTION
 GD1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1148+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1148
 GD1148  HISTORY     - Date     Condition        Report By
 GD1148  HISTORY     - 1974     MONUMENTED       NGS
 GD1148  HISTORY     - 1976     GOOD             NGS
 GD1148  HISTORY     - 19950712 GOOD             USE
 GD1148  HISTORY     - 20020802 GOOD             USACE
 GD1148
 GD1148                          STATION DESCRIPTION
 GD1148
 GD1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1148'0.65 MI S FROM RIDGELY.
 GD1148'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1148'HIGHWAY COMMISSION OFFICE AT RIDGELY, AT THE NORTHWEST CORNER OF THE
 GD1148'LAWN OF A SMALL WHITE FRAME HOUSE, 35.2 FEET EAST OF THE CENTER LINE
 GD1148'OF THE HIGHWAY, 47.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1148'FRAME HOUSE, 24.8 FEET NORTH OF THE CENTER LINE OF DRIVEWAY TO THE
 GD1148'HOUSE, 1.7 FEET SOUTH-SOUTHEAST OF A POWER POLE, 1 FOOT BELOW LEVEL OF
 GD1148'THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1148'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.05 FOOT BELOW GROUND
 GD1148'AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1148
 GD1148                          STATION RECOVERY (1976)
 GD1148
 GD1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1148'RECOVERED IN GOOD CONDITION.
 GD1148
 GD1148                          STATION RECOVERY (1995)
 GD1148
 GD1148'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD1148'FOUND AS DESCRIBED.  DIPUE ORANGE POST AT POWER POLE 1.7 FT (0.5 M)
 GD1148'NNW OF MARK.
 GD1148
 GD1148                          STATION RECOVERY (2002)
 GD1148
 GD1148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1090 ***********************************************************************
 FD1090  DESIGNATION -  G 27 RESET
 FD1090  PID         -  FD1090
 FD1090  STATE/COUNTY-  TN/HUMPHREYS
 FD1090  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1090
 FD1090                         *CURRENT SURVEY CONTROL
 FD1090  ___________________________________________________________________
 FD1090* NAD 83(1986)-  35 55 57.     (N)    087 50 11.     (W)     SCALED    
 FD1090* NAVD 88     -       130.57   (+/-2cm)     428.4    (feet)  VERTCON   
 FD1090  ___________________________________________________________________
 FD1090  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD1090
 FD1090  VERT ORDER  -  THIRD (See Below)
 FD1090
 FD1090.The horizontal coordinates were scaled from a topographic map and have
 FD1090.an estimated accuracy of +/- 6 seconds.
 FD1090
 FD1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1090.The vertical order pertains to the NGVD 29 superseded value.
 FD1090
 FD1090.The geoid height was determined by GEOID03.
 FD1090
 FD1090;                    North         East    Units  Estimated Accuracy
 FD1090;SPC TN       -   178,980.      434,300.      MT  (+/- 180 meters Scaled)
 FD1090
 FD1090                          SUPERSEDED SURVEY CONTROL
 FD1090
 FD1090  NGVD 29 (??/??/??)  130.61   (m)          428.5    (f) RESET       3  
 FD1090
 FD1090.Superseded values are not recommended for survey control.
 FD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1090.See file dsdata.txt to determine how the superseded data were derived.
 FD1090
 FD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE245767(NAD 83)
 FD1090_MARKER: DB = BENCH MARK DISK
 FD1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1090_STAMPING: G 27 RESET 1968
 FD1090_MARK LOGO: CGS   
 FD1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1090+STABILITY: SURFACE MOTION
 FD1090
 FD1090  HISTORY     - Date     Condition        Report By
 FD1090  HISTORY     - 1968     MONUMENTED       CGS
 FD1090  HISTORY     - 1973     GOOD             TVA
 FD1090
 FD1090                          STATION DESCRIPTION
 FD1090
 FD1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD1090'4 MI N FROM BUFFALO.
 FD1090'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 40
 FD1090'AND STATE ROUTE 13 AT THE SMALL COMMUNITY OF BUFFALO, GO
 FD1090'NORTHERLY ON STATE ROUTE 13 FOR 0.25 MILE TO A PAVED ROAD LEFT
 FD1090'(OLD STATE ROUTE 13) AND THE BUFFALO METHODIST CHURCH IN THE
 FD1090'SOUTHWEST ANGLE.  HERE TURN LEFT AND GO WESTERLY AND NORTHWESTERLY
 FD1090'ON PAVED ROAD S-6171 FOR 3.4 MILES TO A GRAVELED T ROAD LEFT,
 FD1090'CONTINUE NORTHWESTERLY ON S-6171 FOR 0.6 MILE TO WHERE S-6171
 FD1090'BEARS LEFT AND S-6348(3) CONTINUES STRAIGHT AHEAD.  HERE CONTINUE
 FD1090'STRAIGHT AHEAD NORTHWESTERLY ON S-6348(3) FOR 0.2 MILE TO THE
 FD1090'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 57 FEET SOUTH OF A
 FD1090'POWERLINE POLE, 30 FEET EAST OF THE APPROXIMATE CENTER OF
 FD1090'S-6348(3), 6 FEET SOUTH OF A T FENCE CORNER, 1.2 FEET
 FD1090'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND IN THE
 FD1090'EAST RIGHT-OF-WAY FENCE.  IT IS A STANDARD BENCH MARK DISK SET
 FD1090'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FD1090'ABOUT 4 INCHES AND THE DISK IS STAMPED G 27 RESET 1968.
 FD1090
 FD1090                          STATION RECOVERY (1973)
 FD1090
 FD1090'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1337 ***********************************************************************
 GC1337  DESIGNATION -  G 28
 GC1337  PID         -  GC1337
 GC1337  STATE/COUNTY-  TN/DICKSON
 GC1337  USGS QUAD   -  WHITE BLUFF (1983)
 GC1337
 GC1337                         *CURRENT SURVEY CONTROL
 GC1337  ___________________________________________________________________
 GC1337* NAD 83(1986)-  36 05 54.     (N)    087 11 26.     (W)     SCALED    
 GC1337* NAVD 88     -       221.462  (meters)     726.58   (feet)  ADJUSTED  
 GC1337  ___________________________________________________________________
 GC1337  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1337  DYNAMIC HT  -         221.271 (meters)     725.95  (feet)  COMP
 GC1337  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC1337
 GC1337  VERT ORDER  -  FIRST     CLASS II
 GC1337
 GC1337.The horizontal coordinates were scaled from a topographic map and have
 GC1337.an estimated accuracy of +/- 6 seconds.
 GC1337
 GC1337.The orthometric height was determined by differential leveling
 GC1337.and adjusted by the National Geodetic Survey in June 1991..
 GC1337
 GC1337.The geoid height was determined by GEOID03.
 GC1337
 GC1337.The dynamic height is computed by dividing the NAVD 88
 GC1337.geopotential number by the normal gravity value computed on the
 GC1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1337.degrees latitude (g = 980.6199 gals.).
 GC1337
 GC1337.The modeled gravity was interpolated from observed gravity values.
 GC1337
 GC1337;                    North         East    Units  Estimated Accuracy
 GC1337;SPC TN       -   196,480.      492,800.      MT  (+/- 180 meters Scaled)
 GC1337
 GC1337                          SUPERSEDED SURVEY CONTROL
 GC1337
 GC1337  NGVD 29 (??/??/92)  221.470  (m)          726.61   (f) ADJ UNCH    1 2
 GC1337
 GC1337.Superseded values are not recommended for survey control.
 GC1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1337.See file dsdata.txt to determine how the superseded data were derived.
 GC1337
 GC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE828948(NAD 83)
 GC1337_MARKER: DB = BENCH MARK DISK
 GC1337_SETTING: 66 = SET IN ROCK OUTCROP
 GC1337_SP_SET: ROCK OUTCROP
 GC1337_STAMPING: 726.911 G 28 1934
 GC1337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1337+STABILITY: POSITION/ELEVATION WELL
 GC1337
 GC1337  HISTORY     - Date     Condition        Report By
 GC1337  HISTORY     - 1934     MONUMENTED       CGS
 GC1337  HISTORY     - 1948     GOOD             NGS
 GC1337
 GC1337                          STATION DESCRIPTION
 GC1337
 GC1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1337'1.5 MI E FROM WHITE BLUFF.
 GC1337'1.5 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1337'RAILWAY FROM THE STATION AT WHITE BLUFF, 22 1/3 POLES WEST OF
 GC1337'MILE POST 28, ON THE INSIDE OF A LONG CURVE, 75 YARDS EAST OF
 GC1337'THE CENTER OF A SHORT FILL, 10 1/2 FEET NORTH OF THE CENTER
 GC1337'LINE OF THE MAIN TRACK, OPPOSITE SURVEY STATION NO. 1502+34,
 GC1337'SET HORIZONTALLY IN AN OUTCROPPING OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0733 ***********************************************************************
 FD0733  DESIGNATION -  G 29
 FD0733  PID         -  FD0733
 FD0733  STATE/COUNTY-  TN/HICKMAN
 FD0733  USGS QUAD   -  SUNRISE (1979)
 FD0733
 FD0733                         *CURRENT SURVEY CONTROL
 FD0733  ___________________________________________________________________
 FD0733* NAD 83(1986)-  35 40 44.     (N)    087 29 23.     (W)     SCALED    
 FD0733* NAVD 88     -       263.112  (meters)     863.23   (feet)  ADJUSTED  
 FD0733  ___________________________________________________________________
 FD0733  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD0733  DYNAMIC HT  -         262.876 (meters)     862.45  (feet)  COMP
 FD0733  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FD0733
 FD0733  VERT ORDER  -  SECOND    CLASS 0
 FD0733
 FD0733.The horizontal coordinates were scaled from a topographic map and have
 FD0733.an estimated accuracy of +/- 6 seconds.
 FD0733
 FD0733.The orthometric height was determined by differential leveling
 FD0733.and adjusted by the National Geodetic Survey in June 1991..
 FD0733
 FD0733.The geoid height was determined by GEOID03.
 FD0733
 FD0733.The dynamic height is computed by dividing the NAVD 88
 FD0733.geopotential number by the normal gravity value computed on the
 FD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0733.degrees latitude (g = 980.6199 gals.).
 FD0733
 FD0733.The modeled gravity was interpolated from observed gravity values.
 FD0733
 FD0733;                    North         East    Units  Estimated Accuracy
 FD0733;SPC TN       -   150,310.      465,150.      MT  (+/- 180 meters Scaled)
 FD0733
 FD0733                          SUPERSEDED SURVEY CONTROL
 FD0733
 FD0733  NGVD 29 (??/??/92)  263.095  (m)          863.17   (f) ADJ UNCH    2 0
 FD0733
 FD0733.Superseded values are not recommended for survey control.
 FD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0733.See file dsdata.txt to determine how the superseded data were derived.
 FD0733
 FD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE556484(NAD 83)
 FD0733_MARKER: DB = BENCH MARK DISK
 FD0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0733_STAMPING: G 29 1934
 FD0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0733+STABILITY: SURFACE MOTION
 FD0733
 FD0733  HISTORY     - Date     Condition        Report By
 FD0733  HISTORY     - 1934     MONUMENTED       CGS
 FD0733
 FD0733                          STATION DESCRIPTION
 FD0733
 FD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0733'2.3 MI N FROM AETNA.
 FD0733'2.3 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0733'RAILWAY FROM AETNA, HICKMAN COUNTY, 0.7 MILE SOUTH OF THE
 FD0733'STATION SIGN AT BUFFALO, 24 POLES SOUTH OF MILEPOST 39, 3 RAILS
 FD0733'SOUTH OF A DIM-ROAD CROSSING, 47 FEET SOUTHEAST OF TELEPHONE
 FD0733'POLE 3264, AND 18 FEET WEST OF THE CENTERLINE OF THE TRACK.
 FD0733'A STANDARD DISK, STAMPED G 29 1934 AND SET IN THE TOP OF A
 FD0733'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2404 ***********************************************************************
 FB2404  DESIGNATION -  G 292
 FB2404  PID         -  FB2404
 FB2404  STATE/COUNTY-  TN/KNOX
 FB2404  USGS QUAD   -  KNOXVILLE (1978)
 FB2404
 FB2404                         *CURRENT SURVEY CONTROL
 FB2404  ___________________________________________________________________
 FB2404* NAD 83(1986)-  35 53 48.     (N)    083 56 04.     (W)     SCALED    
 FB2404* NAVD 88     -       271.493  (meters)     890.72   (feet)  ADJUSTED  
 FB2404  ___________________________________________________________________
 FB2404  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB2404  DYNAMIC HT  -         271.241 (meters)     889.90  (feet)  COMP
 FB2404  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FB2404
 FB2404  VERT ORDER  -  FIRST     CLASS II
 FB2404
 FB2404.The horizontal coordinates were scaled from a topographic map and have
 FB2404.an estimated accuracy of +/- 6 seconds.
 FB2404
 FB2404.The orthometric height was determined by differential leveling
 FB2404.and adjusted by the National Geodetic Survey in June 1991..
 FB2404
 FB2404.The geoid height was determined by GEOID03.
 FB2404
 FB2404.The dynamic height is computed by dividing the NAVD 88
 FB2404.geopotential number by the normal gravity value computed on the
 FB2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2404.degrees latitude (g = 980.6199 gals.).
 FB2404
 FB2404.The modeled gravity was interpolated from observed gravity values.
 FB2404
 FB2404;                    North         East    Units  Estimated Accuracy
 FB2404;SPC TN       -   175,420.      786,460.      MT  (+/- 180 meters Scaled)
 FB2404
 FB2404                          SUPERSEDED SURVEY CONTROL
 FB2404
 FB2404  NGVD 29 (12/12/91)  271.626  (m)          891.16   (f) ADJUSTED    1 2
 FB2404
 FB2404.Superseded values are not recommended for survey control.
 FB2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2404.See file dsdata.txt to determine how the superseded data were derived.
 FB2404
 FB2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV351764(NAD 83)
 FB2404_MARKER: I = METAL ROD
 FB2404_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FB2404+WITH SETTING: INFORMATION.
 FB2404_SP_SET: SHALLOW SET METAL ROD
 FB2404_STAMPING: G 292 1983
 FB2404_MARK LOGO: NGS   
 FB2404_PROJECTION: FLUSH
 FB2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2404_ROD/PIPE-DEPTH: 1.82 meters
 FB2404
 FB2404  HISTORY     - Date     Condition        Report By
 FB2404  HISTORY     - 1983     MONUMENTED       NGS
 FB2404
 FB2404                          STATION DESCRIPTION
 FB2404
 FB2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2404'7.8 KM (4.85 MI) SW FROM SOUTH KNOXVILLE.
 FB2404'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2404'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2404'KNOXVILLE, THENCE 6.2 KM (3.85 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2404'(MARYVILLE PIKE) TO THE JUNCTION OF RUDDER ROAD AND THE MARK ON THE
 FB2404'LEFT, ON THE NORTH SIDE OF THE SECOND POWER POLE EAST OF THE HIGHWAY,
 FB2404'38.10 METERS (125.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FB2404'4.26 METERS (14.0 FT) NORTH OF THE CENTER OF RUDDER ROAD, 8.00 METERS
 FB2404'(29.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SINGLE STORY CONCRETE
 FB2404'BLOCK BUILDING, 0.61 METER (2.0 FT) NORTH OF A POWER POLE WITH A
 FB2404'TRANSFORMER AND LINES CROSSING THE HIGHWAY.  NOTE--SEVERAL ATTEMPTS
 FB2404'WERE MADE TO DRIVE THE ROAD, DRIVEN TO REFUSAL AND ANCHORED AT
 FB2404'1.82 METERS.
 FB2404'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FB2404'THE MARK IS ABOVE LEVEL WITH RUDDER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1509 ***********************************************************************
 EE1509  DESIGNATION -  G 293
 EE1509  PID         -  EE1509
 EE1509  STATE/COUNTY-  TN/MARION
 EE1509  USGS QUAD   -  BRIDGEPORT (1983)
 EE1509
 EE1509                         *CURRENT SURVEY CONTROL
 EE1509  ___________________________________________________________________
 EE1509* NAD 83(1986)-  34 59 45.     (N)    085 38 15.     (W)     SCALED    
 EE1509* NAVD 88     -       200.309  (meters)     657.18   (feet)  ADJUSTED  
 EE1509  ___________________________________________________________________
 EE1509  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE1509  DYNAMIC HT  -         200.113 (meters)     656.54  (feet)  COMP
 EE1509  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EE1509
 EE1509  VERT ORDER  -  FIRST     CLASS II
 EE1509
 EE1509.The horizontal coordinates were scaled from a topographic map and have
 EE1509.an estimated accuracy of +/- 6 seconds.
 EE1509
 EE1509.The orthometric height was determined by differential leveling
 EE1509.and adjusted by the National Geodetic Survey in June 1991..
 EE1509
 EE1509.The geoid height was determined by GEOID03.
 EE1509
 EE1509.The dynamic height is computed by dividing the NAVD 88
 EE1509.geopotential number by the normal gravity value computed on the
 EE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1509.degrees latitude (g = 980.6199 gals.).
 EE1509
 EE1509.The modeled gravity was interpolated from observed gravity values.
 EE1509
 EE1509;                    North         East    Units  Estimated Accuracy
 EE1509;SPC TN       -    73,570.      633,100.      MT  (+/- 180 meters Scaled)
 EE1509
 EE1509                          SUPERSEDED SURVEY CONTROL
 EE1509
 EE1509.No superseded survey control is available for this station.
 EE1509
 EE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD243734(NAD 83)
 EE1509_MARKER: I = METAL ROD
 EE1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1509_SP_SET: STAINLESS STEEL ROD
 EE1509_STAMPING: G 293 1983
 EE1509_MARK LOGO: NGS   
 EE1509_PROJECTION: FLUSH
 EE1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1509_ROD/PIPE-DEPTH: 4.0  meters
 EE1509
 EE1509  HISTORY     - Date     Condition        Report By
 EE1509  HISTORY     - 1983     MONUMENTED       NGS
 EE1509
 EE1509                          STATION DESCRIPTION
 EE1509
 EE1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1509'7.4 KM (4.6 MI) EAST FROM SOUTH PITTSBURG.
 EE1509'0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD (ELM AVENUE) FROM THE
 EE1509'POST OFFICE IN SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 EE1509'A PAVED ROAD (3RD STREET), THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 EE1509'U.S. HIGHWAY 72 (CEDAR AVENUE), THENCE 6.5 KM (4.05 MI) EASTERLY ALONG
 EE1509'STATE HIGHWAY 156, AT THE SMALL COMMUNITY OF NEW HOPE, ALSO 0.4 KM
 EE1509'(0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAYS 41, 64, AND 72 FROM THE
 EE1509'POST OFFICE IN HALETOWN (THE NAME ON THE BUILDING IS GUILD), THENCE
 EE1509'0.7 KM (0.45 MI) SOUTHERLY ALONG STATE HIGHWAYS 156 AND 134, THENCE
 EE1509'10.9 KM (6.75 MI) WESTERLY ALONG STATE HIGHWAY 156, 11.58 METERS
 EE1509'(38.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 156,
 EE1509'12.80 METERS (42.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL FARM
 EE1509'ROAD LEADING SOUTHWEST, 0.40 METERS (1.3 FT) NORTHEAST OF A BARBED
 EE1509'WIRE FENCE, AND ABOUT 0.2 KM (0.1 MI) NORTH-NORTHWEST AND ACROSS
 EE1509'COUNTRY FROM A SMALL CEMETERY.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1509'THE MARK IS 0.9 METERS  NNW FROM A WITNESS POST.
 EE1509'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1645 ***********************************************************************
 FC1645  DESIGNATION -  G 294
 FC1645  PID         -  FC1645
 FC1645  STATE/COUNTY-  TN/HAMILTON
 FC1645  USGS QUAD   -  OOLTEWAH (1976)
 FC1645
 FC1645                         *CURRENT SURVEY CONTROL
 FC1645  ___________________________________________________________________
 FC1645* NAD 83(1986)-  35 05 19.     (N)    085 00 45.     (W)     SCALED    
 FC1645* NAVD 88     -       252.884  (meters)     829.67   (feet)  ADJUSTED  
 FC1645  ___________________________________________________________________
 FC1645  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1645  DYNAMIC HT  -         252.631 (meters)     828.84  (feet)  COMP
 FC1645  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 FC1645
 FC1645  VERT ORDER  -  FIRST     CLASS II
 FC1645
 FC1645.The horizontal coordinates were scaled from a topographic map and have
 FC1645.an estimated accuracy of +/- 6 seconds.
 FC1645
 FC1645.The orthometric height was determined by differential leveling
 FC1645.and adjusted by the National Geodetic Survey in June 1991..
 FC1645
 FC1645.The geoid height was determined by GEOID03.
 FC1645
 FC1645.The dynamic height is computed by dividing the NAVD 88
 FC1645.geopotential number by the normal gravity value computed on the
 FC1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1645.degrees latitude (g = 980.6199 gals.).
 FC1645
 FC1645.The modeled gravity was interpolated from observed gravity values.
 FC1645
 FC1645;                    North         East    Units  Estimated Accuracy
 FC1645;SPC TN       -    84,250.      690,050.      MT  (+/- 180 meters Scaled)
 FC1645
 FC1645                          SUPERSEDED SURVEY CONTROL
 FC1645
 FC1645.No superseded survey control is available for this station.
 FC1645
 FC1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD811846(NAD 83)
 FC1645_MARKER: I = METAL ROD
 FC1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1645_SP_SET: STAINLESS STEEL ROD
 FC1645_STAMPING: G 294 1983
 FC1645_MARK LOGO: NGS   
 FC1645_PROJECTION: FLUSH
 FC1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1645_ROD/PIPE-DEPTH: 8.0  meters
 FC1645
 FC1645  HISTORY     - Date     Condition        Report By
 FC1645  HISTORY     - 1983     MONUMENTED       NGS
 FC1645
 FC1645                          STATION DESCRIPTION
 FC1645
 FC1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1645'4.5 KM (2.8 MI) NE FROM OOLTEWAH.
 FC1645'4.5 KM (2.8 MI) EASTERLY ALONG U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY)
 FC1645'FROM THE CHURCH OF GOD CHURCH IN OOLTEWAH, SET IN THE NORTHWEST ANGLE
 FC1645'OF THE JUNCTION OF LEE HIGHWAY 10700, WHITE OAK VALLEY CIRCLE 7200,
 FC1645'LEE HIGHWAY 10600, AND PINE HILL ROAD 10600, ALSO 4.0 KM (2.5 MI)
 FC1645'SOUTHWESTERLY ALONG U.S. HIGHWAY 64 AND 11 FROM THE POST OFFICE IN THE
 FC1645'SMALL COMMUNITY OF MCDONALD, 7.13 METERS (23.4 FT) NORTH-NORTHWEST OF
 FC1645'THE CENTERLINE OF LEE HIGHWAY, 49.13 METERS (161.2 FT) EAST-NORTHEAST
 FC1645'OF POWERLINE POLE NUMBER 6303, 13.10 METERS (43.0 FT) WEST-SOUTHWEST
 FC1645'OF THE CENTER OF WHITE OAK VALLEY CIRCLE 7200, AND 0.80 METERS
 FC1645'(2.6 FT) WEST-SOUTHWEST OF POWERLINE POLE NUMBER 6304.  NOTE, THE ROD
 FC1645'WAS DRIVEN TO REFUSAL.
 FC1645'THE MARK IS 1.0 METERS  SSE FROM A WITNESS POST.
 FC1645'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1603 ***********************************************************************
 FC1603  DESIGNATION -  G 295
 FC1603  PID         -  FC1603
 FC1603  STATE/COUNTY-  TN/BLOUNT
 FC1603  USGS QUAD   -  TALLASSEE (1985)
 FC1603
 FC1603                         *CURRENT SURVEY CONTROL
 FC1603  ___________________________________________________________________
 FC1603* NAD 83(1986)-  35 34 11.     (N)    084 05 43.     (W)     SCALED    
 FC1603* NAVD 88     -       261.784  (meters)     858.87   (feet)  ADJUSTED  
 FC1603  ___________________________________________________________________
 FC1603  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1603  DYNAMIC HT  -         261.534 (meters)     858.05  (feet)  COMP
 FC1603  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FC1603
 FC1603  VERT ORDER  -  FIRST     CLASS II
 FC1603
 FC1603.The horizontal coordinates were scaled from a topographic map and have
 FC1603.an estimated accuracy of +/- 6 seconds.
 FC1603
 FC1603.The orthometric height was determined by differential leveling
 FC1603.and adjusted by the National Geodetic Survey in June 1991..
 FC1603
 FC1603.The geoid height was determined by GEOID03.
 FC1603
 FC1603.The dynamic height is computed by dividing the NAVD 88
 FC1603.geopotential number by the normal gravity value computed on the
 FC1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1603.degrees latitude (g = 980.6199 gals.).
 FC1603
 FC1603.The modeled gravity was interpolated from observed gravity values.
 FC1603
 FC1603;                    North         East    Units  Estimated Accuracy
 FC1603;SPC TN       -   138,860.      772,650.      MT  (+/- 180 meters Scaled)
 FC1603
 FC1603                          SUPERSEDED SURVEY CONTROL
 FC1603
 FC1603  NGVD 29 (12/12/91)  261.899  (m)          859.25   (f) ADJUSTED    1 2
 FC1603
 FC1603.Superseded values are not recommended for survey control.
 FC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1603.See file dsdata.txt to determine how the superseded data were derived.
 FC1603
 FC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE632401(NAD 83)
 FC1603_MARKER: DB = BENCH MARK DISK
 FC1603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FC1603_SP_SET: ABUTMENT OF BRIDGE
 FC1603_STAMPING: G 295 1983
 FC1603_MARK LOGO: NGS   
 FC1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1603+STABILITY: SURFACE MOTION
 FC1603
 FC1603  HISTORY     - Date     Condition        Report By
 FC1603  HISTORY     - 1983     MONUMENTED       NGS
 FC1603
 FC1603                          STATION DESCRIPTION
 FC1603
 FC1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1603'5.8 KM (3.6 MI) NW FROM TALLASSEE.
 FC1603'5.8 KM (3.6 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1603'IN TALLASSEE TO THE MARK ON THE LEFT, IN TOP OF THE NORTHEAST ABUTMENT
 FC1603'OF A HIGHWAY BRIDGE OVER A SMALL CREEK, 5.18 METERS (17.0 FT)
 FC1603'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 58.83 METERS (193.0 FT)
 FC1603'NORTHEAST OF THE NORTHEAST CORNER OF THE BIRCHFIELD MISSIONARY BAPTIST
 FC1603'CHURCH.
 FC1603'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 FC1603'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2118 ***********************************************************************
 FE2118  DESIGNATION -  G 297
 FE2118  PID         -  FE2118
 FE2118  STATE/COUNTY-  TN/MCNAIRY
 FE2118  USGS QUAD   -  GUYS (1983)
 FE2118
 FE2118                         *CURRENT SURVEY CONTROL
 FE2118  ___________________________________________________________________
 FE2118* NAD 83(1986)-  35 04 34.     (N)    088 33 05.     (W)     SCALED    
 FE2118* NAVD 88     -       153.954  (meters)     505.10   (feet)  ADJUSTED  
 FE2118  ___________________________________________________________________
 FE2118  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2118  DYNAMIC HT  -         153.809 (meters)     504.62  (feet)  COMP
 FE2118  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE2118
 FE2118  VERT ORDER  -  FIRST     CLASS II
 FE2118
 FE2118.The horizontal coordinates were scaled from a topographic map and have
 FE2118.an estimated accuracy of +/- 6 seconds.
 FE2118
 FE2118.The orthometric height was determined by differential leveling
 FE2118.and adjusted by the National Geodetic Survey in June 1991..
 FE2118
 FE2118.The geoid height was determined by GEOID03.
 FE2118
 FE2118.The dynamic height is computed by dividing the NAVD 88
 FE2118.geopotential number by the normal gravity value computed on the
 FE2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2118.degrees latitude (g = 980.6199 gals.).
 FE2118
 FE2118.The modeled gravity was interpolated from observed gravity values.
 FE2118
 FE2118;                    North         East    Units  Estimated Accuracy
 FE2118;SPC TN       -    85,450.      367,320.      MT  (+/- 180 meters Scaled)
 FE2118
 FE2118                          SUPERSEDED SURVEY CONTROL
 FE2118
 FE2118.No superseded survey control is available for this station.
 FE2118
 FE2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD585825(NAD 83)
 FE2118_MARKER: I = METAL ROD
 FE2118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2118_SP_SET: STAINLESS STEEL ROD
 FE2118_STAMPING: G 297 1983
 FE2118_MARK LOGO: NGS   
 FE2118_PROJECTION: FLUSH
 FE2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2118+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2118_ROD/PIPE-DEPTH: 8.53 meters
 FE2118
 FE2118  HISTORY     - Date     Condition        Report By
 FE2118  HISTORY     - 1983     MONUMENTED       NGS
 FE2118  HISTORY     - 20020918 GOOD             USACE
 FE2118
 FE2118                          STATION DESCRIPTION
 FE2118
 FE2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2118'16.9 KM (10.5 MI) NORTH FROM CORINTH MS.
 FE2118'16.3 KM (10.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2118'CORINTH, MISSISSIPPI TO THE JUNCTION OF STATE HIGHWAY 57, THENCE
 FE2118'0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 57 TO THE MARK ON THE LEFT,
 FE2118'ALSO 6.4 KM (4.0 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 FE2118'IN REMER TO THE MARK ON THE RIGHT, 11.12 METERS (36.5 FT) SOUTH OF THE
 FE2118'CENTERLINE OF THE HIGHWAY, 41.70 METERS (136.8 FT) NORTH OF THE
 FE2118'NORTHEAST CORNER OF A BRICK HOUSE, 10.76 METERS (35.3 FT) EAST OF A
 FE2118'POWERLINE POLE, 7.25 METERS (23.8 FT) EAST-SOUTHEAST OF A FIRE
 FE2118'HYDRANT, 1.37 METERS (4.5 FT) WEST OF THE EAST END OF THE WEST BRICK
 FE2118'ENTRANCE MARKER TO THE HOUSE, AND 1.16 METERS (338 FT) EAST OF THE
 FE2118'WEST END OF THE WEST BRICK ENTRANCE MARKER TO THE HOUSE.
 FE2118'THE MARK IS 1.06 METERS  WNW FROM A WITNESS POST.
 FE2118'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2118
 FE2118                          STATION RECOVERY (2002)
 FE2118
 FE2118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2118'MARK IS ON PROPERTY AT 368 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2144 ***********************************************************************
 FE2144  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2144  DESIGNATION -  G 298
 FE2144  PID         -  FE2144
 FE2144  STATE/COUNTY-  TN/HARDEMAN
 FE2144  USGS QUAD   -  MIDDLETON (1980)
 FE2144
 FE2144                         *CURRENT SURVEY CONTROL
 FE2144  ___________________________________________________________________
 FE2144* NAD 83(1995)-  35 02 27.57667(N)    088 58 32.57434(W)     ADJUSTED  
 FE2144* NAVD 88     -       174.79   (meters)     573.5    (feet)  GPS OBS   
 FE2144  ___________________________________________________________________
 FE2144  X           -      93,455.610 (meters)                     COMP
 FE2144  Y           -  -5,227,101.903 (meters)                     COMP
 FE2144  Z           -   3,641,675.743 (meters)                     COMP
 FE2144  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FE2144  ELLIP HEIGHT-         146.96  (meters)          (04/05/04) GPS OBS
 FE2144  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2144
 FE2144  HORZ ORDER  -  B
 FE2144  ELLP ORDER  -  FOURTH    CLASS I
 FE2144
 FE2144.The horizontal coordinates were established by GPS observations
 FE2144.and adjusted by the National Geodetic Survey in April 2004..
 FE2144
 FE2144.The orthometric height was determined by GPS observations and a
 FE2144.high-resolution geoid model using precise GPS observation and
 FE2144.processing techniques. It supersedes the leveled height previously
 FE2144.determined for this station.
 FE2144
 FE2144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2144
 FE2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2144
 FE2144.The ellipsoidal height was determined by GPS observations
 FE2144.and is referenced to NAD 83.
 FE2144
 FE2144.The geoid height was determined by GEOID03.
 FE2144
 FE2144;                    North         East     Units Scale Factor Converg.
 FE2144;SPC TN       -    82,643.788   328,517.998   MT  1.00004346   -1 44 31.6
 FE2144;SPC TN       -   271,140.49  1,077,812.80   sFT  1.00004346   -1 44 31.6
 FE2144;UTM  16      - 3,879,373.480   319,790.418   MT  1.00000026   -1 08 04.9
 FE2144
 FE2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2144!SPC TN       -   0.99997693  x   1.00004346  =   1.00002039
 FE2144!UTM  16      -   0.99997693  x   1.00000026  =   0.99997719
 FE2144
 FE2144                          SUPERSEDED SURVEY CONTROL
 FE2144
 FE2144  NAVD 88 (06/15/91)  174.770  (m)          573.39   (f) ADJUSTED    1 2
 FE2144
 FE2144.Superseded values are not recommended for survey control.
 FE2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2144.See file dsdata.txt to determine how the superseded data were derived.
 FE2144
 FE2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1979079373(NAD 83)
 FE2144_MARKER: I = METAL ROD
 FE2144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2144_SP_SET: STAINLESS STEEL ROD
 FE2144_STAMPING: G 298 1983
 FE2144_MARK LOGO: NGS   
 FE2144_PROJECTION: FLUSH
 FE2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2144+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2144_ROD/PIPE-DEPTH: 7.83 meters
 FE2144
 FE2144  HISTORY     - Date     Condition        Report By
 FE2144  HISTORY     - 1983     MONUMENTED       NGS
 FE2144  HISTORY     - 20020410 GOOD             USACE
 FE2144
 FE2144                          STATION DESCRIPTION
 FE2144
 FE2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2144'11.6 KM (7.25 MI) WEST FROM MIDDLETON.
 FE2144'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2144'SOUTHERN RAILROAD IN MIDDLETON, THENCE 9.2 KM (5.75 MI) WEST ALONG
 FE2144'STATE HIGHWAY 57 TO THE ENTRANCE TO THE WOOD RUN HOUSING DEVELOPMENT
 FE2144'AND THE MARK ON THE RIGHT, 15.42 METERS (50.6 FT) NORTH OF THE
 FE2144'CENTERLINE OF THE HIGHWAY, 27.67 METERS (90.8 FT) WEST-SOUTHWEST OF A
 FE2144'FLAGPOLE ON THE MEDIAN, 13.41 METERS (44.0 FT) WEST OF THE APPROXIMATE
 FE2144'CENTER OF THE EXIT FOR THE WOOD RUN HOUSING DEVELOPMENT, 1.62 METERS
 FE2144'(5.3 FT) NORTHWEST OF AN EVERGREEN TREE, 0.88 METER (2.9 FT) EAST OF
 FE2144'THE WEST END OF THE WESTERNMOST OF 3 BRICK MARKERS, AND 0.64 METER
 FE2144'(2.1 FT) SOUTH OF THE SOUTH FACE OF THE SAME MARKER.
 FE2144'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2144'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2144
 FE2144                          STATION RECOVERY (2002)
 FE2144
 FE2144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2171 ***********************************************************************
 FE2171  DESIGNATION -  G 299
 FE2171  PID         -  FE2171
 FE2171  STATE/COUNTY-  TN/FAYETTE
 FE2171  USGS QUAD   -  MOSCOW (1965)
 FE2171
 FE2171                         *CURRENT SURVEY CONTROL
 FE2171  ___________________________________________________________________
 FE2171* NAD 83(1986)-  35 02 41.     (N)    089 27 51.     (W)     SCALED    
 FE2171* NAVD 88     -       105.337  (meters)     345.59   (feet)  ADJUSTED  
 FE2171  ___________________________________________________________________
 FE2171  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2171  DYNAMIC HT  -         105.238 (meters)     345.27  (feet)  COMP
 FE2171  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE2171
 FE2171  VERT ORDER  -  FIRST     CLASS II
 FE2171
 FE2171.The horizontal coordinates were scaled from a topographic map and have
 FE2171.an estimated accuracy of +/- 6 seconds.
 FE2171
 FE2171.The orthometric height was determined by differential leveling
 FE2171.and adjusted by the National Geodetic Survey in June 1991..
 FE2171
 FE2171.The geoid height was determined by GEOID03.
 FE2171
 FE2171.The dynamic height is computed by dividing the NAVD 88
 FE2171.geopotential number by the normal gravity value computed on the
 FE2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2171.degrees latitude (g = 980.6199 gals.).
 FE2171
 FE2171.The modeled gravity was interpolated from observed gravity values.
 FE2171
 FE2171;                    North         East    Units  Estimated Accuracy
 FE2171;SPC TN       -    84,520.      283,990.      MT  (+/- 180 meters Scaled)
 FE2171
 FE2171                          SUPERSEDED SURVEY CONTROL
 FE2171
 FE2171.No superseded survey control is available for this station.
 FE2171
 FE2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD752807(NAD 83)
 FE2171_MARKER: I = METAL ROD
 FE2171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2171_SP_SET: STAINLESS STEEL ROD
 FE2171_STAMPING: G 299 1983
 FE2171_MARK LOGO: NGS   
 FE2171_PROJECTION: FLUSH
 FE2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2171_ROD/PIPE-DEPTH: 9.75 meters
 FE2171
 FE2171  HISTORY     - Date     Condition        Report By
 FE2171  HISTORY     - 1983     MONUMENTED       NGS
 FE2171  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2171  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE2171
 FE2171                          STATION DESCRIPTION
 FE2171
 FE2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2171'6.7 KM (4.15 MI) WEST FROM MOSCOW.
 FE2171'6.7 KM (4.15 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2171'STATE HIGHWAY 76 IN MOSCOW TO THE MARK ON THE LEFT, 0.1 KM (0.05 MI)
 FE2171'EAST FROM AN ASPHALT ROAD LEADING NORTH, 10.15 METERS (33.3 FT) SOUTH
 FE2171'OF THE CENTERLINE OF THE HIGHWAY, 48.55 METERS (159.3 FT) NORTHEAST OF
 FE2171'THE NORTHEAST CORNER OF A LARGE ONE LEVEL BUILDING (THE 57 RESTAURANT
 FE2171'AND LOUNGE), 7.59 METERS (24.9 FT) NORTH OF A FENCE LINE, AND
 FE2171'1.01 METERS (3.3 FT) EAST OF A POWERLINE POLE.  BRUCE M.  GUNTER.
 FE2171'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2171'THE MARK IS 0.91 M BELOW HIGHWAY.
 FE2171
 FE2171                          STATION RECOVERY (2002)
 FE2171
 FE2171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2171'MARK NOT FOUND.
 FE2171
 FE2171                          STATION RECOVERY (2006)
 FE2171
 FE2171'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2171'SCALED COORDINATES WELL SOUTH OF THE LOCATION DESCRIBED IN THE TEXT.
 FE2171'THERE IS A BUILDING, NOW A WOODWORKING BUSINESS, WITH FENCE THAT
 FE2171'MATCHES THE DESCRIPTION SOUTH EAST OF THE INTERSECTION OF HIGHWAY 57
 FE2171'AND HAYES ROAD.  DUE TO THE FENCE PRECISE MEASUREMENTS TO THE BUILDING
 FE2171'WERE NOT POSSIBLE.
 FE2171'THE MOST LIKELY POWER POLE HAS A NEW TELEPHONE BOX INSTALLED TO THE
 FE2171'EAST, AND IS EAST AND ADJACENT TO A BROKEN OFF TELEPHONE POLE.  IT IS
 FE2171'LIKELY THE MARK WAS DAMAGED DURING UTILITY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0502 ***********************************************************************
 FD0502  DESIGNATION -  G 30
 FD0502  PID         -  FD0502
 FD0502  STATE/COUNTY-  TN/MAURY
 FD0502  USGS QUAD   -  GLENDALE (1981)
 FD0502
 FD0502                         *CURRENT SURVEY CONTROL
 FD0502  ___________________________________________________________________
 FD0502* NAD 83(1986)-  35 30 48.     (N)    086 59 15.     (W)     SCALED    
 FD0502* NAVD 88     -       227.802  (meters)     747.38   (feet)  ADJUSTED  
 FD0502  ___________________________________________________________________
 FD0502  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0502  DYNAMIC HT  -         227.598 (meters)     746.71  (feet)  COMP
 FD0502  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FD0502
 FD0502  VERT ORDER  -  SECOND    CLASS 0
 FD0502
 FD0502.The horizontal coordinates were scaled from a topographic map and have
 FD0502.an estimated accuracy of +/- 6 seconds.
 FD0502
 FD0502.The orthometric height was determined by differential leveling
 FD0502.and adjusted by the National Geodetic Survey in June 1991..
 FD0502
 FD0502.The geoid height was determined by GEOID03.
 FD0502
 FD0502.The dynamic height is computed by dividing the NAVD 88
 FD0502.geopotential number by the normal gravity value computed on the
 FD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0502.degrees latitude (g = 980.6199 gals.).
 FD0502
 FD0502.The modeled gravity was interpolated from observed gravity values.
 FD0502
 FD0502;                    North         East    Units  Estimated Accuracy
 FD0502;SPC TN       -   131,370.      510,420.      MT  (+/- 180 meters Scaled)
 FD0502
 FD0502                          SUPERSEDED SURVEY CONTROL
 FD0502
 FD0502  NGVD 29 (??/??/92)  227.774  (m)          747.29   (f) ADJ UNCH    2 0
 FD0502
 FD0502.Superseded values are not recommended for survey control.
 FD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0502.See file dsdata.txt to determine how the superseded data were derived.
 FD0502
 FD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011299(NAD 83)
 FD0502_MARKER: DB = BENCH MARK DISK
 FD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0502_STAMPING: G 30 1934
 FD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0502+STABILITY: SURFACE MOTION
 FD0502
 FD0502  HISTORY     - Date     Condition        Report By
 FD0502  HISTORY     - 1934     MONUMENTED       CGS
 FD0502
 FD0502                          STATION DESCRIPTION
 FD0502
 FD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0502'2 MI N FROM CULLEOKA.
 FD0502'2.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0502'CULLEOKA, MAURY COUNTY, 17-1/2 RAILS SOUTH OF MILEPOST L 240,
 FD0502'8 FEET SOUTH OF A PRIVATE-ROAD CROSSING, 20 FEET WEST OF THE
 FD0502'CENTERLINE OF THE TRACK, 2-1/2 FEET SOUTH OF A GATE POST, AND 1
 FD0502'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED G 30 1934
 FD0502'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2210 ***********************************************************************
 FE2210  DESIGNATION -  G 300
 FE2210  PID         -  FE2210
 FE2210  STATE/COUNTY-  TN/SHELBY
 FE2210  USGS QUAD   -  COLLIERVILLE (1965)
 FE2210
 FE2210                         *CURRENT SURVEY CONTROL
 FE2210  ___________________________________________________________________
 FE2210* NAD 83(1986)-  35 03 36.     (N)    089 44 51.     (W)     SCALED    
 FE2210* NAVD 88     -       112.116  (meters)     367.83   (feet)  ADJUSTED  
 FE2210  ___________________________________________________________________
 FE2210  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2210  DYNAMIC HT  -         112.012 (meters)     367.49  (feet)  COMP
 FE2210  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FE2210
 FE2210  VERT ORDER  -  FIRST     CLASS II
 FE2210
 FE2210.The horizontal coordinates were scaled from a topographic map and have
 FE2210.an estimated accuracy of +/- 6 seconds.
 FE2210
 FE2210.The orthometric height was determined by differential leveling
 FE2210.and adjusted by the National Geodetic Survey in June 1991..
 FE2210
 FE2210.The geoid height was determined by GEOID03.
 FE2210
 FE2210.The dynamic height is computed by dividing the NAVD 88
 FE2210.geopotential number by the normal gravity value computed on the
 FE2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2210.degrees latitude (g = 980.6199 gals.).
 FE2210
 FE2210.The modeled gravity was interpolated from observed gravity values.
 FE2210
 FE2210;                    North         East    Units  Estimated Accuracy
 FE2210;SPC TN       -    87,170.      258,220.      MT  (+/- 180 meters Scaled)
 FE2210
 FE2210                          SUPERSEDED SURVEY CONTROL
 FE2210
 FE2210.No superseded survey control is available for this station.
 FE2210
 FE2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD494831(NAD 83)
 FE2210_MARKER: I = METAL ROD
 FE2210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2210_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2210_STAMPING: G 300 1983
 FE2210_MARK LOGO: NGS   
 FE2210_PROJECTION: FLUSH
 FE2210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2210+STABILITY: POSITION/ELEVATION WELL
 FE2210_ROD/PIPE-DEPTH: 15.8 meters
 FE2210_SLEEVE-DEPTH  : 6.09 meters
 FE2210
 FE2210  HISTORY     - Date     Condition        Report By
 FE2210  HISTORY     - 1983     MONUMENTED       NGS
 FE2210  HISTORY     - 19940910 POOR             TN1620
 FE2210
 FE2210                          STATION DESCRIPTION
 FE2210
 FE2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2210'7.7 KM (4.8 MI) WEST FROM COLLIERVILLE.
 FE2210'0.2 KM (0.1 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2210'COLLIERVILLE, THENCE 1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 57 TO
 FE2210'THE MERGER WITH U.S. HIGHWAY 72, THENCE CONTINUE WESTERLY 5.3 KM
 FE2210'(3.3 MI) ALONG STATE HIGHWAY 57 AND U.S. HIGHWAY 72 TO THE JUNCTION OF
 FE2210'POPLAR PIKE ROAD, THENCE 0.3 KM (0.2 MI) WEST, SET AT THE NORTHEAST
 FE2210'CORNER OF A WHITE WOOD FENCE AT THE HOME OF MRS. JOHN TINDALL,
 FE2210'35.96 METERS (118.0 FT) SOUTHWEST OF THE CENTERLINE OF POPLAR PIKE
 FE2210'ROAD, 18.89 METERS (62.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FE2210'SOUTHERN RAILROAD TRACKS, 42.97 METERS (141.0 FT) NORTHWEST OF THE
 FE2210'NORTHERNMOST NORTHWEST CORNER OF MRS. JOHN TINDALLS HOME, 11.58 METERS
 FE2210'(38.0 FT) EAST-SOUTHEAST OF A BARBWIRE FENCE CORNER, 1.67 METERS
 FE2210'(5.5 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A BOARD FENCE CORNER,
 FE2210'AND 7.31 METERS (24.0 FT) WEST OF THE CENTER OF A GRAVEL DRIVEWAY
 FE2210'LEADING TO HOME.
 FE2210'THE MARK IS 1.52 METERS  SW FROM A WITNESS POST.
 FE2210'THE MARK IS 1.22 M BELOW RAILROAD TRACKS.
 FE2210
 FE2210                          STATION RECOVERY (1994)
 FE2210
 FE2210'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE2210'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1357 ***********************************************************************
 FD1357  DESIGNATION -  G 301
 FD1357  PID         -  FD1357
 FD1357  STATE/COUNTY-  TN/LAWRENCE
 FD1357  USGS QUAD   -  LORETTO (1976)
 FD1357
 FD1357                         *CURRENT SURVEY CONTROL
 FD1357  ___________________________________________________________________
 FD1357* NAD 83(1986)-  35 02 41.     (N)    087 29 37.     (W)     SCALED    
 FD1357* NAVD 88     -       244.414  (meters)     801.88   (feet)  ADJUSTED  
 FD1357  ___________________________________________________________________
 FD1357  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1357  DYNAMIC HT  -         244.180 (meters)     801.11  (feet)  COMP
 FD1357  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FD1357
 FD1357  VERT ORDER  -  FIRST     CLASS II
 FD1357
 FD1357.The horizontal coordinates were scaled from a topographic map and have
 FD1357.an estimated accuracy of +/- 6 seconds.
 FD1357
 FD1357.The orthometric height was determined by differential leveling
 FD1357.and adjusted by the National Geodetic Survey in June 1991..
 FD1357
 FD1357.The geoid height was determined by GEOID03.
 FD1357
 FD1357.The dynamic height is computed by dividing the NAVD 88
 FD1357.geopotential number by the normal gravity value computed on the
 FD1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1357.degrees latitude (g = 980.6199 gals.).
 FD1357
 FD1357.The modeled gravity was interpolated from observed gravity values.
 FD1357
 FD1357;                    North         East    Units  Estimated Accuracy
 FD1357;SPC TN       -    79,970.      463,730.      MT  (+/- 180 meters Scaled)
 FD1357
 FD1357                          SUPERSEDED SURVEY CONTROL
 FD1357
 FD1357.No superseded survey control is available for this station.
 FD1357
 FD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD549781(NAD 83)
 FD1357_MARKER: I = METAL ROD
 FD1357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1357_SP_SET: STAINLESS STEEL ROD
 FD1357_STAMPING: G 301 1983
 FD1357_MARK LOGO: NGS   
 FD1357_PROJECTION: FLUSH
 FD1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1357+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1357_ROD/PIPE-DEPTH: 7.31 meters
 FD1357
 FD1357  HISTORY     - Date     Condition        Report By
 FD1357  HISTORY     - 1983     MONUMENTED       NGS
 FD1357  HISTORY     - 20020520 GOOD             TNDT
 FD1357
 FD1357                          STATION DESCRIPTION
 FD1357
 FD1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1357'1.8 KM (1.1 MI) NE FROM ST JOSEPH.
 FD1357'0.2 KM (0.1 MI) EAST ALONG WALNUT STREET FROM THE POST OFFICE IN ST.
 FD1357'JOSEPH TO THE JUNCTION OF U.S. HIGHWAY 43, THENCE 1.6 KM (1.0 MI)
 FD1357'NORTH ALONG U.S. HIGHWAY 43 TO THE MARK ON THE RIGHT, ALSO 6.5 KM
 FD1357'(4.05 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN LORETTO
 FD1357'TO THE MARK ON THE LEFT, 22.13 METERS (72.6 FT) SOUTHEAST OF THE
 FD1357'CENTERLINE OF THE HIGHWAY, 14.45 METERS (47.4 FT) NORTH OF A POWERLINE
 FD1357'POLE, 14.02 METERS (46.0 FT) EAST OF A 2 FOOT DIAMETER METAL CULVERT
 FD1357'UNDER A DRIVE LEADING TO A ONE LEVEL BRICK HOUSE, 7.92 METERS
 FD1357'(26.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE TO THE
 FD1357'HOUSE, 1.04 METERS (3.4 FT) SOUTHWEST OF A CORNER POST OF A BARBWIRE
 FD1357'FENCE, AND 0.46 METERS (1.5 FT) NORTHWEST OF THE FENCE.
 FD1357'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FD1357'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1357
 FD1357                          STATION RECOVERY (2002)
 FD1357
 FD1357'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1390 ***********************************************************************
 FD1390  DESIGNATION -  G 302
 FD1390  PID         -  FD1390
 FD1390  STATE/COUNTY-  TN/WILLIAMSON
 FD1390  USGS QUAD   -  SPRING HILL (1979)
 FD1390
 FD1390                         *CURRENT SURVEY CONTROL
 FD1390  ___________________________________________________________________
 FD1390* NAD 83(1986)-  35 47 14.     (N)    086 54 38.     (W)     SCALED    
 FD1390* NAVD 88     -       259.877  (meters)     852.61   (feet)  ADJUSTED  
 FD1390  ___________________________________________________________________
 FD1390  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD1390  DYNAMIC HT  -         259.647 (meters)     851.86  (feet)  COMP
 FD1390  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD1390
 FD1390  VERT ORDER  -  FIRST     CLASS II
 FD1390
 FD1390.The horizontal coordinates were scaled from a topographic map and have
 FD1390.an estimated accuracy of +/- 6 seconds.
 FD1390
 FD1390.The orthometric height was determined by differential leveling
 FD1390.and adjusted by the National Geodetic Survey in June 1991..
 FD1390
 FD1390.The geoid height was determined by GEOID03.
 FD1390
 FD1390.The dynamic height is computed by dividing the NAVD 88
 FD1390.geopotential number by the normal gravity value computed on the
 FD1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1390.degrees latitude (g = 980.6199 gals.).
 FD1390
 FD1390.The modeled gravity was interpolated from observed gravity values.
 FD1390
 FD1390;                    North         East    Units  Estimated Accuracy
 FD1390;SPC TN       -   161,690.      517,690.      MT  (+/- 180 meters Scaled)
 FD1390
 FD1390                          SUPERSEDED SURVEY CONTROL
 FD1390
 FD1390.No superseded survey control is available for this station.
 FD1390
 FD1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE080603(NAD 83)
 FD1390_MARKER: DB = BENCH MARK DISK
 FD1390_SETTING: 66 = SET IN ROCK OUTCROP
 FD1390_SP_SET: ROCK OUTCROP
 FD1390_STAMPING: G 302 1984
 FD1390_MARK LOGO: NGS   
 FD1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1390+STABILITY: POSITION/ELEVATION WELL
 FD1390
 FD1390  HISTORY     - Date     Condition        Report By
 FD1390  HISTORY     - 1984     MONUMENTED       NGS
 FD1390
 FD1390                          STATION DESCRIPTION
 FD1390
 FD1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1390'4.3 KM (2.7 MI) NORTH FROM SPRING HILL.
 FD1390'4.3 KM (2.7 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1390'SPRING HILL TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) PAST THE
 FD1390'JUNCTION OF BUCKNER ROAD, A DISK SET IN BEDROCK, 7.65 METERS (25.1 FT)
 FD1390'EAST OF THE CENTERLINE OF THE HIGHWAY, 27.55 METERS (90.4 FT) NORTH OF
 FD1390'A POWERLINE POLE, AND 19.29 METERS (63.3 FT) SOUTH OF A POWERLINE
 FD1390'POLE.
 FD1390'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 FD1390'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1385 ***********************************************************************
 FD1385  DESIGNATION -  G 303
 FD1385  PID         -  FD1385
 FD1385  STATE/COUNTY-  TN/MAURY
 FD1385  USGS QUAD   -  COLUMBIA (1989)
 FD1385
 FD1385                         *CURRENT SURVEY CONTROL
 FD1385  ___________________________________________________________________
 FD1385* NAD 83(1986)-  35 36 50.     (N)    087 03 02.     (W)     SCALED    
 FD1385* NAVD 88     -       211.588  (meters)     694.18   (feet)  ADJUSTED  
 FD1385  ___________________________________________________________________
 FD1385  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1385  DYNAMIC HT  -         211.402 (meters)     693.57  (feet)  COMP
 FD1385  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FD1385
 FD1385  VERT ORDER  -  FIRST     CLASS II
 FD1385
 FD1385.The horizontal coordinates were scaled from a topographic map and have
 FD1385.an estimated accuracy of +/- 6 seconds.
 FD1385
 FD1385.The orthometric height was determined by differential leveling
 FD1385.and adjusted by the National Geodetic Survey in June 1991..
 FD1385
 FD1385.The geoid height was determined by GEOID03.
 FD1385
 FD1385.The dynamic height is computed by dividing the NAVD 88
 FD1385.geopotential number by the normal gravity value computed on the
 FD1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1385.degrees latitude (g = 980.6199 gals.).
 FD1385
 FD1385.The modeled gravity was interpolated from observed gravity values.
 FD1385
 FD1385;                    North         East    Units  Estimated Accuracy
 FD1385;SPC TN       -   142,590.      504,830.      MT  (+/- 180 meters Scaled)
 FD1385
 FD1385                          SUPERSEDED SURVEY CONTROL
 FD1385
 FD1385.No superseded survey control is available for this station.
 FD1385
 FD1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE954411(NAD 83)
 FD1385_MARKER: I = METAL ROD
 FD1385_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1385_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1385_STAMPING: G 303 1984
 FD1385_MARK LOGO: NGS   
 FD1385_PROJECTION: RECESSED 3 CENTIMETERS
 FD1385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1385+STABILITY: POSITION/ELEVATION WELL
 FD1385_ROD/PIPE-DEPTH: 2.13 meters
 FD1385_SLEEVE-DEPTH  : 1.80 meters
 FD1385
 FD1385  HISTORY     - Date     Condition        Report By
 FD1385  HISTORY     - 1984     MONUMENTED       NGS
 FD1385
 FD1385                          STATION DESCRIPTION
 FD1385
 FD1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1385'IN COLUMBIA.
 FD1385'IN COLUMBIA, SET IN THE LAWN AT THE SOUTHEAST CORNER OF THE CENTRAL
 FD1385'CHRISTIAN CHURCH AND BY THE CHURCH SIGN, LOCATED AT THE JUNCTION OF
 FD1385'TROTWOOD AVENUE AND BLACKBURN LANE, 6.55 METERS (21.5 FT) WEST OF THE
 FD1385'WEST CURB OF THE LANE, 15.24 METERS (50.0 FT) NORTH OF THE CENTER OF
 FD1385'TROTWOOD AVENUE, 5.97 METERS (19.6 FT) SOUTHEAST OF THE SOUTHEAST
 FD1385'CORNER OF THE CHURCH, 10.24 METERS (33.6 FT) EAST-SOUTHEAST OF THE
 FD1385'CENTER OF TWO DOORS AT THE MAIN ENTRANCE OF THE CHURCH, AND
 FD1385'3.17 METERS (10.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 FD1385'PLANTER BOX AROUND THE CHURCH SIGN.  NOTE, THIS BENCH MARK WAS
 FD1385'CEMENTED INTO FOUR FEET OF SOLID BEDROCK.
 FD1385'THE MARK IS 0.6 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1978 ***********************************************************************
 GC1978  DESIGNATION -  G 304
 GC1978  PID         -  GC1978
 GC1978  STATE/COUNTY-  TN/DAVIDSON
 GC1978  USGS QUAD   -  SCOTTSBORO (1983)
 GC1978
 GC1978                         *CURRENT SURVEY CONTROL
 GC1978  ___________________________________________________________________
 GC1978* NAD 83(1986)-  36 12 57.     (N)    086 59 14.     (W)     SCALED    
 GC1978* NAVD 88     -       130.111  (meters)     426.87   (feet)  ADJUSTED  
 GC1978  ___________________________________________________________________
 GC1978  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1978  DYNAMIC HT  -         129.999 (meters)     426.51  (feet)  COMP
 GC1978  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC1978
 GC1978  VERT ORDER  -  FIRST     CLASS II
 GC1978
 GC1978.The horizontal coordinates were scaled from a topographic map and have
 GC1978.an estimated accuracy of +/- 6 seconds.
 GC1978
 GC1978.The orthometric height was determined by differential leveling
 GC1978.and adjusted by the National Geodetic Survey in June 1991..
 GC1978
 GC1978.The geoid height was determined by GEOID03.
 GC1978
 GC1978.The dynamic height is computed by dividing the NAVD 88
 GC1978.geopotential number by the normal gravity value computed on the
 GC1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1978.degrees latitude (g = 980.6199 gals.).
 GC1978
 GC1978.The modeled gravity was interpolated from observed gravity values.
 GC1978
 GC1978;                    North         East    Units  Estimated Accuracy
 GC1978;SPC TN       -   209,310.      511,240.      MT  (+/- 180 meters Scaled)
 GC1978
 GC1978                          SUPERSEDED SURVEY CONTROL
 GC1978
 GC1978.No superseded survey control is available for this station.
 GC1978
 GC1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF011078(NAD 83)
 GC1978_MARKER: DB = BENCH MARK DISK
 GC1978_SETTING: 66 = SET IN ROCK OUTCROP
 GC1978_SP_SET: ROCK OUTCROP
 GC1978_STAMPING: G 304 1984
 GC1978_MARK LOGO: NGS   
 GC1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1978+STABILITY: POSITION/ELEVATION WELL
 GC1978
 GC1978  HISTORY     - Date     Condition        Report By
 GC1978  HISTORY     - 1984     MONUMENTED       NGS
 GC1978
 GC1978                          STATION DESCRIPTION
 GC1978
 GC1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1978'10.2 KM (6.35 MI) SE FROM ASHLAND CITY.
 GC1978'10.2 KM (6.35 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 GC1978'COUNTY COURTHOUSE IN ASHLAND CITY TO THE CHEATHAM-DAVIDSON COUNTY LINE
 GC1978'AND THE MARK ON THE LEFT, A MARK SET IN A ROCK LEDGE, 6.37 METERS
 GC1978'(20.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC1978'65.14 METERS (213.7 FT) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A
 GC1978'DRIVE TO A PASTURE, 15.36 METERS (50.4 FT) EAST-SOUTHEAST OF THE
 GC1978'CHEATHAM COUNTY LINE SIGN, AND 5.76 METERS (18.9 FT) SOUTH-SOUTHWEST
 GC1978'OF A LOG FENCE.
 GC1978'THE MARK IS 0.52 METERS  WNW FROM A WITNESS POST.
 GC1978'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2002 ***********************************************************************
 GC2002  DESIGNATION -  G 305
 GC2002  PID         -  GC2002
 GC2002  STATE/COUNTY-  TN/MONTGOMERY
 GC2002  USGS QUAD   -  HENRIETTA (1983)
 GC2002
 GC2002                         *CURRENT SURVEY CONTROL
 GC2002  ___________________________________________________________________
 GC2002* NAD 83(1986)-  36 25 47.     (N)    087 12 55.     (W)     SCALED    
 GC2002* NAVD 88     -       162.527  (meters)     533.22   (feet)  ADJUSTED  
 GC2002  ___________________________________________________________________
 GC2002  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2002  DYNAMIC HT  -         162.391 (meters)     532.78  (feet)  COMP
 GC2002  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GC2002
 GC2002  VERT ORDER  -  FIRST     CLASS II
 GC2002
 GC2002.The horizontal coordinates were scaled from a topographic map and have
 GC2002.an estimated accuracy of +/- 6 seconds.
 GC2002
 GC2002.The orthometric height was determined by differential leveling
 GC2002.and adjusted by the National Geodetic Survey in June 1991..
 GC2002
 GC2002.The geoid height was determined by GEOID03.
 GC2002
 GC2002.The dynamic height is computed by dividing the NAVD 88
 GC2002.geopotential number by the normal gravity value computed on the
 GC2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2002.degrees latitude (g = 980.6199 gals.).
 GC2002
 GC2002.The modeled gravity was interpolated from observed gravity values.
 GC2002
 GC2002;                    North         East    Units  Estimated Accuracy
 GC2002;SPC TN       -   233,270.      491,030.      MT  (+/- 180 meters Scaled)
 GC2002
 GC2002                          SUPERSEDED SURVEY CONTROL
 GC2002
 GC2002.No superseded survey control is available for this station.
 GC2002
 GC2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF807316(NAD 83)
 GC2002_MARKER: DB = BENCH MARK DISK
 GC2002_SETTING: 66 = SET IN ROCK OUTCROP
 GC2002_SP_SET: ROCK OUTCROP
 GC2002_STAMPING: G 305 1984
 GC2002_MARK LOGO: NGS   
 GC2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2002+STABILITY: POSITION/ELEVATION WELL
 GC2002
 GC2002  HISTORY     - Date     Condition        Report By
 GC2002  HISTORY     - 1984     MONUMENTED       NGS
 GC2002
 GC2002                          STATION DESCRIPTION
 GC2002
 GC2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2002'13.1 KM (8.15 MI) NW FROM CHEAP HILL.
 GC2002'13.1 KM (8.15 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2002'OFFICE IN CHEAP HILL TO A TWENTY FOOT ROCK CUT ON THE RIGHT AND THE
 GC2002'MARK ON THE LEFT, A DISK SET IN AN OUTCROP OF BEDROCK, 11.13 METERS
 GC2002'(36.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.85 METERS
 GC2002'(19.2 FT) EAST OF THE EAST BANK OF A CREEK.
 GC2002'THE MARK IS 0.49 METERS  SE FROM A WITNESS POST.
 GC2002'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2924 ***********************************************************************
 AJ2924  DESIGNATION -  G 307
 AJ2924  PID         -  AJ2924
 AJ2924  STATE/COUNTY-  TN/TROUSDALE
 AJ2924  USGS QUAD   -  HARTSVILLE (1994)
 AJ2924
 AJ2924                         *CURRENT SURVEY CONTROL
 AJ2924  ___________________________________________________________________
 AJ2924* NAD 83(1986)-  36 23 25.     (N)    086 08 49.     (W)     SCALED    
 AJ2924* NAVD 88     -       162.424  (meters)     532.89   (feet)  ADJUSTED  
 AJ2924  ___________________________________________________________________
 AJ2924  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AJ2924  DYNAMIC HT  -         162.290 (meters)     532.45  (feet)  COMP
 AJ2924  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 AJ2924
 AJ2924  VERT ORDER  -  SECOND    CLASS I
 AJ2924
 AJ2924.The horizontal coordinates were scaled from a topographic map and have
 AJ2924.an estimated accuracy of +/- 6 seconds.
 AJ2924
 AJ2924.The orthometric height was determined by differential leveling
 AJ2924.and adjusted by the National Geodetic Survey in July 2002..
 AJ2924.No vertical observational check was made to the station.
 AJ2924
 AJ2924.The geoid height was determined by GEOID03.
 AJ2924
 AJ2924.The dynamic height is computed by dividing the NAVD 88
 AJ2924.geopotential number by the normal gravity value computed on the
 AJ2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2924.degrees latitude (g = 980.6199 gals.).
 AJ2924
 AJ2924.The modeled gravity was interpolated from observed gravity values.
 AJ2924
 AJ2924;                    North         East    Units  Estimated Accuracy
 AJ2924;SPC TN       -   228,230.      586,820.      MT  (+/- 180 meters Scaled)
 AJ2924
 AJ2924                          SUPERSEDED SURVEY CONTROL
 AJ2924
 AJ2924.No superseded survey control is available for this station.
 AJ2924
 AJ2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF765275(NAD 83)
 AJ2924_MARKER: DV = VERTICAL CONTROL DISK
 AJ2924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2924_SP_SET: CULVERT HEADWALL
 AJ2924_STAMPING: G 307 2001
 AJ2924_MARK LOGO: NGS   
 AJ2924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2924+STABILITY: SURFACE MOTION
 AJ2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2924+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2924
 AJ2924  HISTORY     - Date     Condition        Report By
 AJ2924  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2924
 AJ2924                          STATION DESCRIPTION
 AJ2924
 AJ2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2924'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2924'HARTSVILLE, THENCE 0.1 KM WESTERLY ALONG STATE HIGHWAY 25, IN TOP
 AJ2924'OF AND 0.2 M EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL
 AJ2924'OF A BOX CURVERT UNDER THE HIGHWAY, 13.9 M WEST OF THE CENTER OF
 AJ2924'THE MOST WESTERLY OF 2 ENTRANCES TO DOMINO'S PIZZA, 7.4 M SOUTH OF
 AJ2924'THE HIGHWAY CENTERLINE, AND 1.0 M BELOW THE LEVEL OF THE HIGHWAY.
 AJ2924'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2924'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1213 ***********************************************************************
 FD1213  DESIGNATION -  G 31 RESET
 FD1213  PID         -  FD1213
 FD1213  STATE/COUNTY-  TN/PERRY
 FD1213  USGS QUAD   -  GRAVES SPRING (1968)
 FD1213
 FD1213                         *CURRENT SURVEY CONTROL
 FD1213  ___________________________________________________________________
 FD1213* NAD 83(1986)-  35 35 04.     (N)    087 43 44.     (W)     SCALED    
 FD1213* NAVD 88     -       268.244  (meters)     880.06   (feet)  ADJUSTED  
 FD1213  ___________________________________________________________________
 FD1213  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1213  DYNAMIC HT  -         267.998 (meters)     879.26  (feet)  COMP
 FD1213  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 FD1213
 FD1213  VERT ORDER  -  FIRST     CLASS II
 FD1213
 FD1213.The horizontal coordinates were scaled from a topographic map and have
 FD1213.an estimated accuracy of +/- 6 seconds.
 FD1213
 FD1213.The orthometric height was determined by differential leveling
 FD1213.and adjusted by the National Geodetic Survey in June 1991..
 FD1213
 FD1213.The geoid height was determined by GEOID03.
 FD1213
 FD1213.The dynamic height is computed by dividing the NAVD 88
 FD1213.geopotential number by the normal gravity value computed on the
 FD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1213.degrees latitude (g = 980.6199 gals.).
 FD1213
 FD1213.The modeled gravity was interpolated from observed gravity values.
 FD1213
 FD1213;                    North         East    Units  Estimated Accuracy
 FD1213;SPC TN       -   140,190.      443,320.      MT  (+/- 180 meters Scaled)
 FD1213
 FD1213                          SUPERSEDED SURVEY CONTROL
 FD1213
 FD1213  NGVD 29 (??/??/92)  268.230  (m)          880.02   (f) ADJ UNCH    1 2
 FD1213
 FD1213.Superseded values are not recommended for survey control.
 FD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1213.See file dsdata.txt to determine how the superseded data were derived.
 FD1213
 FD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE339381(NAD 83)
 FD1213_MARKER: DB = BENCH MARK DISK
 FD1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1213_STAMPING: G 31 1934 RESET 1949
 FD1213_MARK LOGO: CGS   
 FD1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1213+STABILITY: SURFACE MOTION
 FD1213
 FD1213  HISTORY     - Date     Condition        Report By
 FD1213  HISTORY     - 1949     MONUMENTED       CGS
 FD1213  HISTORY     - 1953     GOOD             NGS
 FD1213
 FD1213                          STATION DESCRIPTION
 FD1213
 FD1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1213'9 MI E FROM LINDEN.
 FD1213'ABOUT 9.0 MILES EAST ALONG STATE HIGHWAY 20 FROM THE COURT HOUSE
 FD1213'AT LINDEN, AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 FD1213'NORTH AND EAST, ABOUT 1.0 MILE NORTHWEST OF THE JUNCTION OF A
 FD1213'GRAVEL ROAD SOUTHWEST, 46 FEET SOUTHWEST OF THE CENTER LINE OF
 FD1213'THE HIGHWAY, 7.5 FEET WEST OF A TRIANGULAR BLAZED 16-INCH OAK TREE,
 FD1213'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD1213'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1213
 FD1213                          STATION RECOVERY (1953)
 FD1213
 FD1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0828 ***********************************************************************
 FD0828  DESIGNATION -  G 33
 FD0828  PID         -  FD0828
 FD0828  STATE/COUNTY-  TN/GILES
 FD0828  USGS QUAD   -  PULASKI (1984)
 FD0828
 FD0828                         *CURRENT SURVEY CONTROL
 FD0828  ___________________________________________________________________
 FD0828* NAD 83(1986)-  35 11 48.     (N)    087 01 56.     (W)     SCALED    
 FD0828* NAVD 88     -       214.735  (meters)     704.51   (feet)  ADJUSTED  
 FD0828  ___________________________________________________________________
 FD0828  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0828  DYNAMIC HT  -         214.533 (meters)     703.85  (feet)  COMP
 FD0828  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FD0828
 FD0828  VERT ORDER  -  SECOND    CLASS 0
 FD0828
 FD0828.The horizontal coordinates were scaled from a topographic map and have
 FD0828.an estimated accuracy of +/- 6 seconds.
 FD0828
 FD0828.The orthometric height was determined by differential leveling
 FD0828.and adjusted by the National Geodetic Survey in June 1991..
 FD0828
 FD0828.The geoid height was determined by GEOID03.
 FD0828
 FD0828.The dynamic height is computed by dividing the NAVD 88
 FD0828.geopotential number by the normal gravity value computed on the
 FD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0828.degrees latitude (g = 980.6199 gals.).
 FD0828
 FD0828.The modeled gravity was interpolated from observed gravity values.
 FD0828
 FD0828;                    North         East    Units  Estimated Accuracy
 FD0828;SPC TN       -    96,280.      506,000.      MT  (+/- 180 meters Scaled)
 FD0828
 FD0828                          SUPERSEDED SURVEY CONTROL
 FD0828
 FD0828  NGVD 29 (??/??/92)  214.699  (m)          704.39   (f) ADJ UNCH    2 0
 FD0828
 FD0828.Superseded values are not recommended for survey control.
 FD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0828.See file dsdata.txt to determine how the superseded data were derived.
 FD0828
 FD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD970948(NAD 83)
 FD0828_MARKER: DB = BENCH MARK DISK
 FD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0828_STAMPING: G 33 1934
 FD0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0828+STABILITY: SURFACE MOTION
 FD0828
 FD0828  HISTORY     - Date     Condition        Report By
 FD0828  HISTORY     - 1934     MONUMENTED       CGS
 FD0828  HISTORY     - 1954     GOOD             NGS
 FD0828
 FD0828                          STATION DESCRIPTION
 FD0828
 FD0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FD0828'AT PULASKI.
 FD0828'AT PULASKI, GILES COUNTY, 65 FEET SOUTHWEST OF THE INTERSECTION
 FD0828'OF COLLEGE AND FIRST STREETS, 30 FEET NORTHEAST OF THE POST
 FD0828'OFFICE, IN THE LAWN, AND 15 FEET SOUTH OF COLLEGE STREET.  A
 FD0828'STANDARD DISK, STAMPED G 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0828'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0824 ***********************************************************************
 FD0824  DESIGNATION -  G 34
 FD0824  PID         -  FD0824
 FD0824  STATE/COUNTY-  TN/LAWRENCE
 FD0824  USGS QUAD   -  BODENHAM (1986)
 FD0824
 FD0824                         *CURRENT SURVEY CONTROL
 FD0824  ___________________________________________________________________
 FD0824* NAD 83(1986)-  35 13 14.     (N)    087 13 48.     (W)     SCALED    
 FD0824* NAVD 88     -       302.828  (meters)     993.53   (feet)  ADJUSTED  
 FD0824  ___________________________________________________________________
 FD0824  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0824  DYNAMIC HT  -         302.540 (meters)     992.58  (feet)  COMP
 FD0824  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 FD0824
 FD0824  VERT ORDER  -  SECOND    CLASS 0
 FD0824
 FD0824.The horizontal coordinates were scaled from a topographic map and have
 FD0824.an estimated accuracy of +/- 6 seconds.
 FD0824
 FD0824.The orthometric height was determined by differential leveling
 FD0824.and adjusted by the National Geodetic Survey in June 1991..
 FD0824
 FD0824.The geoid height was determined by GEOID03.
 FD0824
 FD0824.The dynamic height is computed by dividing the NAVD 88
 FD0824.geopotential number by the normal gravity value computed on the
 FD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0824.degrees latitude (g = 980.6199 gals.).
 FD0824
 FD0824.The modeled gravity was interpolated from observed gravity values.
 FD0824
 FD0824;                    North         East    Units  Estimated Accuracy
 FD0824;SPC TN       -    99,140.      488,020.      MT  (+/- 180 meters Scaled)
 FD0824
 FD0824                          SUPERSEDED SURVEY CONTROL
 FD0824
 FD0824  NGVD 29 (??/??/92)  302.785  (m)          993.39   (f) ADJ UNCH    2 0
 FD0824
 FD0824.Superseded values are not recommended for survey control.
 FD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0824.See file dsdata.txt to determine how the superseded data were derived.
 FD0824
 FD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD790975(NAD 83)
 FD0824_MARKER: DB = BENCH MARK DISK
 FD0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0824_STAMPING: G 34 1934
 FD0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0824+STABILITY: SURFACE MOTION
 FD0824
 FD0824  HISTORY     - Date     Condition        Report By
 FD0824  HISTORY     - 1934     MONUMENTED       CGS
 FD0824  HISTORY     - 1953     GOOD             TVA
 FD0824  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0824
 FD0824                          STATION DESCRIPTION
 FD0824
 FD0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0824'6 MI E FROM LAWRENCEBURG.
 FD0824'6.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0824'COUNTY, 150 FEET SOUTHEAST OF THE DWELLING OF DR. SHORE IN 1934,
 FD0824'2 FEET SOUTH OF A FENCE, AND 15 FEET NORTH OF THE HIGHWAY.  A
 FD0824'STANDARD DISK, STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE
 FD0824'POST.  NOTE-- A STEEL POST WAS SET 2 FEET NORTH OF MONUMENT.
 FD0824'THERE IS A PAINTED WHITE CROSS ON FENCE POST.  IT IS 100 FEET
 FD0824'NORTHWEST OF A LARGE BARN.
 FD0824
 FD0824                          STATION RECOVERY (1953)
 FD0824
 FD0824'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0824'RECOVERED IN GOOD CONDITION.
 FD0824
 FD0824                          STATION RECOVERY (2001)
 FD0824
 FD0824'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0253 ***********************************************************************
 FE0253  DESIGNATION -  G 35
 FE0253  PID         -  FE0253
 FE0253  STATE/COUNTY-  TN/HARDIN
 FE0253  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0253
 FE0253                         *CURRENT SURVEY CONTROL
 FE0253  ___________________________________________________________________
 FE0253* NAD 83(1986)-  35 10 01.     (N)    088 20 31.     (W)     SCALED    
 FE0253* NAVD 88     -       112.884  (meters)     370.35   (feet)  ADJUSTED  
 FE0253  ___________________________________________________________________
 FE0253  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0253  DYNAMIC HT  -         112.781 (meters)     370.02  (feet)  COMP
 FE0253  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 FE0253
 FE0253  VERT ORDER  -  SECOND    CLASS 0
 FE0253
 FE0253.The horizontal coordinates were scaled from a topographic map and have
 FE0253.an estimated accuracy of +/- 6 seconds.
 FE0253
 FE0253.The orthometric height was determined by differential leveling
 FE0253.and adjusted by the National Geodetic Survey in June 1991..
 FE0253
 FE0253.The geoid height was determined by GEOID03.
 FE0253
 FE0253.The dynamic height is computed by dividing the NAVD 88
 FE0253.geopotential number by the normal gravity value computed on the
 FE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0253.degrees latitude (g = 980.6199 gals.).
 FE0253
 FE0253.The modeled gravity was interpolated from observed gravity values.
 FE0253
 FE0253;                    North         East    Units  Estimated Accuracy
 FE0253;SPC TN       -    95,040.      386,660.      MT  (+/- 180 meters Scaled)
 FE0253
 FE0253                          SUPERSEDED SURVEY CONTROL
 FE0253
 FE0253  NGVD 29 (??/??/??)  112.893  (m)          370.38   (f) ADJUSTED    2 0
 FE0253
 FE0253.Superseded values are not recommended for survey control.
 FE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0253.See file dsdata.txt to determine how the superseded data were derived.
 FE0253
 FE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD777923(NAD 83)
 FE0253_MARKER: DB = BENCH MARK DISK
 FE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0253_STAMPING: 370.442 G 35 1934
 FE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0253+STABILITY: SURFACE MOTION
 FE0253
 FE0253  HISTORY     - Date     Condition        Report By
 FE0253  HISTORY     - 1934     MONUMENTED       CGS
 FE0253  HISTORY     - 1949     GOOD             CGS
 FE0253
 FE0253                          STATION DESCRIPTION
 FE0253
 FE0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0253'2 MI NW FROM PITTSBURG LANDING.
 FE0253'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0253'LANDING, HARDIN COUNTY, THENCE 1.1 MILES NORTH ALONG STATE
 FE0253'HIGHWAY 22, 200 YARDS SOUTH OF THE BRIDGE OVER OWL CREEK, 60
 FE0253'FEET SOUTHEAST OF THE INTERSECTION OF OLD STATE HIGHWAY 22 AND
 FE0253'A T-ROAD LEADING EAST, 40 FEET NORTHEAST OF THE CENTERLINE OF
 FE0253'THE HIGHWAY, AND 2 FEET NORTHEAST OF A STEEL POST.  A STANDARD
 FE0253'DISK, STAMPED 370.442 G 35 1934 AND SET IN THE TOP OF A CONCRETE
 FE0253'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0857 ***********************************************************************
 FD0857  DESIGNATION -  G 37
 FD0857  PID         -  FD0857
 FD0857  STATE/COUNTY-  TN/GILES
 FD0857  USGS QUAD   -  MILKY WAY (1988)
 FD0857
 FD0857                         *CURRENT SURVEY CONTROL
 FD0857  ___________________________________________________________________
 FD0857* NAD 83(1986)-  35 19 52.     (N)    087 01 34.     (W)     SCALED    
 FD0857* NAVD 88     -       219.470  (meters)     720.04   (feet)  ADJUSTED  
 FD0857  ___________________________________________________________________
 FD0857  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD0857  DYNAMIC HT  -         219.264 (meters)     719.37  (feet)  COMP
 FD0857  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FD0857
 FD0857  VERT ORDER  -  SECOND    CLASS 0
 FD0857
 FD0857.The horizontal coordinates were scaled from a topographic map and have
 FD0857.an estimated accuracy of +/- 6 seconds.
 FD0857
 FD0857.The orthometric height was determined by differential leveling
 FD0857.and adjusted by the National Geodetic Survey in June 1991..
 FD0857
 FD0857.The geoid height was determined by GEOID03.
 FD0857
 FD0857.The dynamic height is computed by dividing the NAVD 88
 FD0857.geopotential number by the normal gravity value computed on the
 FD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0857.degrees latitude (g = 980.6199 gals.).
 FD0857
 FD0857.The modeled gravity was interpolated from observed gravity values.
 FD0857
 FD0857;                    North         East    Units  Estimated Accuracy
 FD0857;SPC TN       -   111,190.      506,710.      MT  (+/- 180 meters Scaled)
 FD0857
 FD0857                          SUPERSEDED SURVEY CONTROL
 FD0857
 FD0857  NGVD 29 (??/??/92)  219.433  (m)          719.92   (f) ADJ UNCH    2 0
 FD0857
 FD0857.Superseded values are not recommended for survey control.
 FD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0857.See file dsdata.txt to determine how the superseded data were derived.
 FD0857
 FD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE976097(NAD 83)
 FD0857_MARKER: DB = BENCH MARK DISK
 FD0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0857_STAMPING: G 37 1934
 FD0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0857+STABILITY: SURFACE MOTION
 FD0857
 FD0857  HISTORY     - Date     Condition        Report By
 FD0857  HISTORY     - 1934     MONUMENTED       CGS
 FD0857
 FD0857                          STATION DESCRIPTION
 FD0857
 FD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0857'3.5 MI S FROM LYNNVILLE.
 FD0857'3.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0857'LYNNVILLE, GILES COUNTY, 4 RAILS NORTH OF THE STATION AT BUFORD,
 FD0857'25 FEET EAST OF THE CENTERLINE OF THE TRACK, 18 FEET EAST OF A MAIL
 FD0857'RACK, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 FD0857'G 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1332 ***********************************************************************
 FC1332  DESIGNATION -  G 38
 FC1332  PID         -  FC1332
 FC1332  STATE/COUNTY-  TN/MARION
 FC1332  USGS QUAD   -  MONTEAGLE (1982)
 FC1332
 FC1332                         *CURRENT SURVEY CONTROL
 FC1332  ___________________________________________________________________
 FC1332* NAD 83(1986)-  35 09 49.     (N)    085 47 19.     (W)     SCALED    
 FC1332* NAVD 88     -       207.373  (meters)     680.36   (feet)  ADJUSTED  
 FC1332  ___________________________________________________________________
 FC1332  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1332  DYNAMIC HT  -         207.167 (meters)     679.68  (feet)  COMP
 FC1332  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1332
 FC1332  VERT ORDER  -  SECOND    CLASS 0
 FC1332
 FC1332.The horizontal coordinates were scaled from a topographic map and have
 FC1332.an estimated accuracy of +/- 6 seconds.
 FC1332
 FC1332.The orthometric height was determined by differential leveling
 FC1332.and adjusted by the National Geodetic Survey in June 1991..
 FC1332
 FC1332.The geoid height was determined by GEOID03.
 FC1332
 FC1332.The dynamic height is computed by dividing the NAVD 88
 FC1332.geopotential number by the normal gravity value computed on the
 FC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1332.degrees latitude (g = 980.6199 gals.).
 FC1332
 FC1332.The modeled gravity was interpolated from observed gravity values.
 FC1332
 FC1332;                    North         East    Units  Estimated Accuracy
 FC1332;SPC TN       -    92,140.      619,260.      MT  (+/- 180 meters Scaled)
 FC1332
 FC1332                          SUPERSEDED SURVEY CONTROL
 FC1332
 FC1332  NGVD 29 (??/??/92)  207.361  (m)          680.32   (f) ADJ UNCH    2 0
 FC1332
 FC1332.Superseded values are not recommended for survey control.
 FC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1332.See file dsdata.txt to determine how the superseded data were derived.
 FC1332
 FC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD103918(NAD 83)
 FC1332_MARKER: DB = BENCH MARK DISK
 FC1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1332_SP_SET: BRIDGE
 FC1332_STAMPING: G 38 1934
 FC1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1332
 FC1332  HISTORY     - Date     Condition        Report By
 FC1332  HISTORY     - 1934     MONUMENTED       CGS
 FC1332  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1332  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1332
 FC1332                          STATION DESCRIPTION
 FC1332
 FC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1332'7 MI SE FROM MONTEAGLE.
 FC1332'IN MARION COUNTY, 7 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM
 FC1332'MONTEAGLE, GRUNDY COUNTY, 0.1 MILE SOUTHEAST OF MARTIN SPRINGS,
 FC1332'AT THE CONCRETE BRIDGE OVER BATTLE CREEK, IN THE TOP OF THE WEST
 FC1332'END OF THE NORTH CURB, AND 6 INCHES ABOVE THE BRIDGE FLOOR.
 FC1332'A STANDARD DISK, STAMPED G 38 1934.
 FC1332
 FC1332                          STATION RECOVERY (1962)
 FC1332
 FC1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1166 ***********************************************************************
 FC1166  DESIGNATION -  G 39
 FC1166  PID         -  FC1166
 FC1166  STATE/COUNTY-  TN/HAMILTON
 FC1166  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1166
 FC1166                         *CURRENT SURVEY CONTROL
 FC1166  ___________________________________________________________________
 FC1166* NAD 83(1986)-  35 04 03.     (N)    085 12 58.     (W)     SCALED    
 FC1166* NAVD 88     -       212.269  (meters)     696.42   (feet)  ADJUSTED  
 FC1166  ___________________________________________________________________
 FC1166  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1166  DYNAMIC HT  -         212.058 (meters)     695.73  (feet)  COMP
 FC1166  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 FC1166
 FC1166  VERT ORDER  -  SECOND    CLASS 0
 FC1166
 FC1166.The horizontal coordinates were scaled from a topographic map and have
 FC1166.an estimated accuracy of +/- 6 seconds.
 FC1166
 FC1166.The orthometric height was determined by differential leveling
 FC1166.and adjusted by the National Geodetic Survey in June 1991..
 FC1166.WARNING-Repeat measurements at this control monument indicate possible
 FC1166.vertical movement.
 FC1166
 FC1166.The geoid height was determined by GEOID03.
 FC1166
 FC1166.The dynamic height is computed by dividing the NAVD 88
 FC1166.geopotential number by the normal gravity value computed on the
 FC1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1166.degrees latitude (g = 980.6199 gals.).
 FC1166
 FC1166.The modeled gravity was interpolated from observed gravity values.
 FC1166
 FC1166;                    North         East    Units  Estimated Accuracy
 FC1166;SPC TN       -    81,740.      671,500.      MT  (+/- 180 meters Scaled)
 FC1166
 FC1166                          SUPERSEDED SURVEY CONTROL
 FC1166
 FC1166  NGVD 29 (??/??/92)  212.299  (m)          696.52   (f) ADJ UNCH    2 0
 FC1166
 FC1166.Superseded values are not recommended for survey control.
 FC1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1166.See file dsdata.txt to determine how the superseded data were derived.
 FC1166
 FC1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD626819(NAD 83)
 FC1166_MARKER: DB = BENCH MARK DISK
 FC1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1166_SP_SET: WINGWALL
 FC1166_STAMPING: G 39 1934
 FC1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1166
 FC1166  HISTORY     - Date     Condition        Report By
 FC1166  HISTORY     - 1934     MONUMENTED       CGS
 FC1166  HISTORY     - 1949     GOOD             NGS
 FC1166  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1166  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1166
 FC1166                          STATION DESCRIPTION
 FC1166
 FC1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1166'0.4 MI E FROM MC CARTY.
 FC1166'0.4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION SIGN
 FC1166'AT MC CARTY, HAMILTON COUNTY, AT TRESTLE 235.7A, IN THE TOP OF THE
 FC1166'SOUTHEAST WINGWALL, 16.3 FEET EAST OF THE EAST END OF THE TRESTLE,
 FC1166'AND 6.8 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED G
 FC1166'39 1934.
 FC1166
 FC1166                          STATION RECOVERY (1972)
 FC1166
 FC1166'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1166'MARK NOT FOUND.
 FC1166
 FC1166                          STATION RECOVERY (1983)
 FC1166
 FC1166'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1145 ***********************************************************************
 FC1145  DESIGNATION -  G 40
 FC1145  PID         -  FC1145
 FC1145  STATE/COUNTY-  TN/HAMILTON
 FC1145  USGS QUAD   -  CHATTANOOGA (1976)
 FC1145
 FC1145                         *CURRENT SURVEY CONTROL
 FC1145  ___________________________________________________________________
 FC1145* NAD 83(1986)-  35 06 07.     (N)    085 19 50.     (W)     SCALED    
 FC1145* NAVD 88     -       209.118  (meters)     686.08   (feet)  ADJUSTED  
 FC1145  ___________________________________________________________________
 FC1145  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1145  DYNAMIC HT  -         208.908 (meters)     685.39  (feet)  COMP
 FC1145  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 FC1145
 FC1145  VERT ORDER  -  SECOND    CLASS 0
 FC1145
 FC1145.The horizontal coordinates were scaled from a topographic map and have
 FC1145.an estimated accuracy of +/- 6 seconds.
 FC1145
 FC1145.The orthometric height was determined by differential leveling
 FC1145.and adjusted by the National Geodetic Survey in June 1991..
 FC1145
 FC1145.The geoid height was determined by GEOID03.
 FC1145
 FC1145.The dynamic height is computed by dividing the NAVD 88
 FC1145.geopotential number by the normal gravity value computed on the
 FC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1145.degrees latitude (g = 980.6199 gals.).
 FC1145
 FC1145.The modeled gravity was interpolated from observed gravity values.
 FC1145
 FC1145;                    North         East    Units  Estimated Accuracy
 FC1145;SPC TN       -    85,490.      661,040.      MT  (+/- 180 meters Scaled)
 FC1145
 FC1145                          SUPERSEDED SURVEY CONTROL
 FC1145
 FC1145  NGVD 29 (??/??/92)  209.146  (m)          686.17   (f) ADJ UNCH    2 0
 FC1145
 FC1145.Superseded values are not recommended for survey control.
 FC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1145.See file dsdata.txt to determine how the superseded data were derived.
 FC1145
 FC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD521856(NAD 83)
 FC1145_MARKER: DB = BENCH MARK DISK
 FC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1145_STAMPING: G 40 1934
 FC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1145+STABILITY: SURFACE MOTION
 FC1145
 FC1145  HISTORY     - Date     Condition        Report By
 FC1145  HISTORY     - 1934     MONUMENTED       CGS
 FC1145  HISTORY     - 1936     GOOD             NGS
 FC1145
 FC1145                          STATION DESCRIPTION
 FC1145
 FC1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC1145'4.2 MI NW FROM CHATTANOOGA.
 FC1145'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE MARKET
 FC1145'STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON
 FC1145'COUNTY, 300 YARDS NORTH OF THE OLD JONES STATION ON THE
 FC1145'CHATTANOOGA TRACTION CO. RAILWAY, 50 FEET NORTHEAST OF THE
 FC1145'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTHEAST OF A 30-INCH
 FC1145'OAK TREE (A RIVET IS SET IN THE TREE UNDER A LIMB), AND AT A
 FC1145'FENCE CORNER.  A STANDARD DISK, STAMPED G 40 1934 AND SET
 FC1145'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1195 ***********************************************************************
 FC1195  DESIGNATION -  G 41
 FC1195  PID         -  FC1195
 FC1195  STATE/COUNTY-  TN/HAMILTON
 FC1195  USGS QUAD   -  CHATTANOOGA (1976)
 FC1195
 FC1195                         *CURRENT SURVEY CONTROL
 FC1195  ___________________________________________________________________
 FC1195* NAD 83(1986)-  35 01 04.     (N)    085 20 05.     (W)     SCALED    
 FC1195* NAVD 88     -       209.789  (meters)     688.28   (feet)  ADJUSTED  
 FC1195  ___________________________________________________________________
 FC1195  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FC1195  DYNAMIC HT  -         209.581 (meters)     687.60  (feet)  COMP
 FC1195  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1195
 FC1195  VERT ORDER  -  FIRST     CLASS II
 FC1195
 FC1195.The horizontal coordinates were scaled from a topographic map and have
 FC1195.an estimated accuracy of +/- 6 seconds.
 FC1195
 FC1195.The orthometric height was determined by differential leveling
 FC1195.and adjusted by the National Geodetic Survey in June 1991..
 FC1195.WARNING-Repeat measurements at this control monument indicate possible
 FC1195.vertical movement.
 FC1195
 FC1195.The geoid height was determined by GEOID03.
 FC1195
 FC1195.The dynamic height is computed by dividing the NAVD 88
 FC1195.geopotential number by the normal gravity value computed on the
 FC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1195.degrees latitude (g = 980.6199 gals.).
 FC1195
 FC1195.The modeled gravity was interpolated from observed gravity values.
 FC1195
 FC1195;                    North         East    Units  Estimated Accuracy
 FC1195;SPC TN       -    76,150.      660,720.      MT  (+/- 180 meters Scaled)
 FC1195
 FC1195                          SUPERSEDED SURVEY CONTROL
 FC1195
 FC1195  NGVD 29 (??/??/92)  209.820  (m)          688.38   (f) ADJ UNCH    1 2
 FC1195
 FC1195.Superseded values are not recommended for survey control.
 FC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1195.See file dsdata.txt to determine how the superseded data were derived.
 FC1195
 FC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD519762(NAD 83)
 FC1195_MARKER: DB = BENCH MARK DISK
 FC1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1195_SP_SET: TUNNEL
 FC1195_STAMPING: G 41 1934
 FC1195_MARK LOGO: CGS   
 FC1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1195
 FC1195  HISTORY     - Date     Condition        Report By
 FC1195  HISTORY     - 1934     MONUMENTED       CGS
 FC1195  HISTORY     - 1950     GOOD             NGS
 FC1195  HISTORY     - 1962     GOOD             NGS
 FC1195  HISTORY     - 1983     GOOD             NGS
 FC1195
 FC1195                          STATION DESCRIPTION
 FC1195
 FC1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1195'2.4 MI SW FROM CHATTANOOGA.
 FC1195'ABOUT 2.4 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1195'RAILROAD FROM ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, SET
 FC1195'VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST END OF A
 FC1195'TUNNEL, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 0.2 MILE
 FC1195'WEST OF MILE POST 2, AND ABOUT 2 FEET ABOVE THE GROUND.
 FC1195
 FC1195                          STATION RECOVERY (1962)
 FC1195
 FC1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1195'RECOVERED IN GOOD CONDITION.
 FC1195
 FC1195                          STATION RECOVERY (1983)
 FC1195
 FC1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0975 ***********************************************************************
 FC0975  DESIGNATION -  G 42
 FC0975  PID         -  FC0975
 FC0975  STATE/COUNTY-  TN/BLEDSOE
 FC0975  USGS QUAD   -  PIKEVILLE (1977)
 FC0975
 FC0975                         *CURRENT SURVEY CONTROL
 FC0975  ___________________________________________________________________
 FC0975* NAD 83(1986)-  35 36 59.     (N)    085 11 13.     (W)     SCALED    
 FC0975* NAVD 88     -       255.363  (meters)     837.80   (feet)  ADJUSTED  
 FC0975  ___________________________________________________________________
 FC0975  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0975  DYNAMIC HT  -         255.123 (meters)     837.02  (feet)  COMP
 FC0975  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FC0975
 FC0975  VERT ORDER  -  SECOND    CLASS 0
 FC0975
 FC0975.The horizontal coordinates were scaled from a topographic map and have
 FC0975.an estimated accuracy of +/- 6 seconds.
 FC0975
 FC0975.The orthometric height was determined by differential leveling
 FC0975.and adjusted by the National Geodetic Survey in June 1991..
 FC0975
 FC0975.The geoid height was determined by GEOID03.
 FC0975
 FC0975.The dynamic height is computed by dividing the NAVD 88
 FC0975.geopotential number by the normal gravity value computed on the
 FC0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0975.degrees latitude (g = 980.6199 gals.).
 FC0975
 FC0975.The modeled gravity was interpolated from observed gravity values.
 FC0975
 FC0975;                    North         East    Units  Estimated Accuracy
 FC0975;SPC TN       -   142,660.      673,660.      MT  (+/- 180 meters Scaled)
 FC0975
 FC0975                          SUPERSEDED SURVEY CONTROL
 FC0975
 FC0975  NGVD 29 (??/??/92)  255.416  (m)          837.98   (f) ADJ UNCH    2 0
 FC0975
 FC0975.Superseded values are not recommended for survey control.
 FC0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0975.See file dsdata.txt to determine how the superseded data were derived.
 FC0975
 FC0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE642429(NAD 83)
 FC0975_MARKER: DB = BENCH MARK DISK
 FC0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0975_STAMPING: G 42 1934
 FC0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0975+STABILITY: SURFACE MOTION
 FC0975
 FC0975  HISTORY     - Date     Condition        Report By
 FC0975  HISTORY     - 1934     MONUMENTED       CGS
 FC0975  HISTORY     - 1934     GOOD             NGS
 FC0975
 FC0975                          STATION DESCRIPTION
 FC0975
 FC0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0975'0.8 MI N FROM PIKEVILLE.
 FC0975'0.8 MILE NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0975'COUNTY, AT THE JUNCTION OF STATE HIGHWAY 30, OPPOSITE THE
 FC0975'SERVICE STATION OF LEWIS WALLING, 30 FEET EAST OF THE CENTERLINE
 FC0975'OF STATE HIGHWAY 28, 13 FEET NORTH OF A POLE, 3 FEET EAST OF
 FC0975'A FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FC0975'DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1046 ***********************************************************************
 FC1046  DESIGNATION -  G 44
 FC1046  PID         -  FC1046
 FC1046  STATE/COUNTY-  TN/BLEDSOE
 FC1046  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1046
 FC1046                         *CURRENT SURVEY CONTROL
 FC1046  ___________________________________________________________________
 FC1046* NAD 83(1986)-  35 34 27.     (N)    085 06 59.     (W)     SCALED    
 FC1046* NAVD 88     -       600.667  (meters)    1970.69   (feet)  ADJUSTED  
 FC1046  ___________________________________________________________________
 FC1046  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FC1046  DYNAMIC HT  -         600.071 (meters)    1968.73  (feet)  COMP
 FC1046  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 FC1046
 FC1046  VERT ORDER  -  SECOND    CLASS 0
 FC1046
 FC1046.The horizontal coordinates were scaled from a topographic map and have
 FC1046.an estimated accuracy of +/- 6 seconds.
 FC1046
 FC1046.The orthometric height was determined by differential leveling
 FC1046.and adjusted by the National Geodetic Survey in June 1991..
 FC1046
 FC1046.The geoid height was determined by GEOID03.
 FC1046
 FC1046.The dynamic height is computed by dividing the NAVD 88
 FC1046.geopotential number by the normal gravity value computed on the
 FC1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1046.degrees latitude (g = 980.6199 gals.).
 FC1046
 FC1046.The modeled gravity was interpolated from observed gravity values.
 FC1046
 FC1046;                    North         East    Units  Estimated Accuracy
 FC1046;SPC TN       -   138,030.      680,090.      MT  (+/- 180 meters Scaled)
 FC1046
 FC1046                          SUPERSEDED SURVEY CONTROL
 FC1046
 FC1046  NGVD 29 (??/??/92)  600.715  (m)         1970.85   (f) ADJ UNCH    2 0
 FC1046
 FC1046.Superseded values are not recommended for survey control.
 FC1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1046.See file dsdata.txt to determine how the superseded data were derived.
 FC1046
 FC1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE706383(NAD 83)
 FC1046_MARKER: DB = BENCH MARK DISK
 FC1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1046_STAMPING: G 44 1934
 FC1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1046+STABILITY: SURFACE MOTION
 FC1046
 FC1046  HISTORY     - Date     Condition        Report By
 FC1046  HISTORY     - 1934     MONUMENTED       CGS
 FC1046
 FC1046                          STATION DESCRIPTION
 FC1046
 FC1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1046'8 MI E FROM PIKEVILLE.
 FC1046'8.0 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1046'COUNTY, 55 FEET WEST OF THE SUMMER CITY STORE, 25 FEET EAST
 FC1046'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF A FENCE CORNER,
 FC1046'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED G 44 1934
 FC1046'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2316 ***********************************************************************
 GA2316  DESIGNATION -  G 45
 GA2316  PID         -  GA2316
 GA2316  STATE/COUNTY-  TN/KNOX
 GA2316  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2316
 GA2316                         *CURRENT SURVEY CONTROL
 GA2316  ___________________________________________________________________
 GA2316* NAD 83(1986)-  36 03 12.     (N)    083 52 36.     (W)     SCALED    
 GA2316* NAVD 88     -       304.614  (meters)     999.39   (feet)  POSTED    
 GA2316  ___________________________________________________________________
 GA2316  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2316  DYNAMIC HT  -         304.330 (meters)     998.46  (feet)  COMP
 GA2316  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 GA2316
 GA2316  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA2316
 GA2316.The horizontal coordinates were scaled from a topographic map and have
 GA2316.an estimated accuracy of +/- 6 seconds.
 GA2316
 GA2316.The orthometric height was determined by differential leveling
 GA2316.and adjusted by the National Geodetic Survey in 1992..
 GA2316.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA2316.rate of 3.1 thru 4.0 mm/km.
 GA2316
 GA2316.The geoid height was determined by GEOID03.
 GA2316
 GA2316.The dynamic height is computed by dividing the NAVD 88
 GA2316.geopotential number by the normal gravity value computed on the
 GA2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2316.degrees latitude (g = 980.6199 gals.).
 GA2316
 GA2316.The modeled gravity was interpolated from observed gravity values.
 GA2316
 GA2316;                    North         East    Units  Estimated Accuracy
 GA2316;SPC TN       -   192,910.      791,300.      MT  (+/- 180 meters Scaled)
 GA2316
 GA2316                          SUPERSEDED SURVEY CONTROL
 GA2316
 GA2316  NGVD 29 (??/??/92)  304.731  (m)          999.77   (f) ADJ UNCH    2 0
 GA2316
 GA2316.Superseded values are not recommended for survey control.
 GA2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2316.See file dsdata.txt to determine how the superseded data were derived.
 GA2316
 GA2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV408936(NAD 83)
 GA2316_MARKER: DB = BENCH MARK DISK
 GA2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2316_STAMPING: G 45 1934
 GA2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2316+STABILITY: SURFACE MOTION
 GA2316
 GA2316  HISTORY     - Date     Condition        Report By
 GA2316  HISTORY     - 1934     MONUMENTED       CGS
 GA2316  HISTORY     - 1950     GOOD             NGS
 GA2316  HISTORY     - 1969     MARK NOT FOUND   TNDT
 GA2316
 GA2316                          STATION DESCRIPTION
 GA2316
 GA2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2316'8.2 MI NE FROM KNOXVILLE.
 GA2316'8.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2316'AT KNOXVILLE, KNOX COUNTY, 0.5 MILE SOUTHWEST OF THE FLAG STOP
 GA2316'AT RITTA, 29-1/2 RAILS NORTHEAST OF MILEPOST 8, 5 RAILS SOUTHWEST
 GA2316'OF A ROAD CROSSING, 15 FEET NORTH OF THE NORTH RAIL, 12 INCHES
 GA2316'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 15 FEET SOUTHWEST OF A POLE.
 GA2316'A STANDARD DISK, STAMPED G 45 1934 AND SET IN THE TOP OF A
 GA2316'CONCRETE POST.
 GA2316
 GA2316                          STATION RECOVERY (1969)
 GA2316
 GA2316'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2279 ***********************************************************************
 GA2279  DESIGNATION -  G 46
 GA2279  PID         -  GA2279
 GA2279  STATE/COUNTY-  TN/CLAIBORNE
 GA2279  USGS QUAD   -  CLOUDS (1952)
 GA2279
 GA2279                         *CURRENT SURVEY CONTROL
 GA2279  ___________________________________________________________________
 GA2279* NAD 83(1986)-  36 27 33.     (N)    083 38 58.     (W)     SCALED    
 GA2279* NAVD 88     -       405.867  (meters)    1331.58   (feet)  ADJUSTED  
 GA2279  ___________________________________________________________________
 GA2279  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2279  DYNAMIC HT  -         405.497 (meters)    1330.37  (feet)  COMP
 GA2279  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2279
 GA2279  VERT ORDER  -  SECOND    CLASS 0
 GA2279
 GA2279.The horizontal coordinates were scaled from a topographic map and have
 GA2279.an estimated accuracy of +/- 6 seconds.
 GA2279
 GA2279.The orthometric height was determined by differential leveling
 GA2279.and adjusted by the National Geodetic Survey in June 1991..
 GA2279
 GA2279.The geoid height was determined by GEOID03.
 GA2279
 GA2279.The dynamic height is computed by dividing the NAVD 88
 GA2279.geopotential number by the normal gravity value computed on the
 GA2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2279.degrees latitude (g = 980.6199 gals.).
 GA2279
 GA2279.The modeled gravity was interpolated from observed gravity values.
 GA2279
 GA2279;                    North         East    Units  Estimated Accuracy
 GA2279;SPC TN       -   238,400.      810,680.      MT  (+/- 180 meters Scaled)
 GA2279
 GA2279                          SUPERSEDED SURVEY CONTROL
 GA2279
 GA2279  NGVD 29 (??/??/92)  405.989  (m)         1331.98   (f) ADJ UNCH    2 0
 GA2279
 GA2279.Superseded values are not recommended for survey control.
 GA2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2279.See file dsdata.txt to determine how the superseded data were derived.
 GA2279
 GA2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA625381(NAD 83)
 GA2279_MARKER: DB = BENCH MARK DISK
 GA2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2279_STAMPING: G 46 1934
 GA2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2279+STABILITY: SURFACE MOTION
 GA2279
 GA2279  HISTORY     - Date     Condition        Report By
 GA2279  HISTORY     - 1934     MONUMENTED       CGS
 GA2279  HISTORY     - 1949     GOOD             NGS
 GA2279
 GA2279                          STATION DESCRIPTION
 GA2279
 GA2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2279'AT CLOUD.
 GA2279'AT CLOUD, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 6 RAILS
 GA2279'SOUTH OF THE STATION, AT THE CROSSING OF A COUNTY ROAD, 50
 GA2279'FEET EAST OF THE CENTER OF THE CROSSING, 25 FEET NORTH OF THE
 GA2279'CENTERLINE OF THE COUNTY ROAD, 54.1 FEET SOUTHEAST OF A WHISTLE
 GA2279'POST, 51 FEET SOUTHEAST OF A NAIL AND BOTTLE CAP IN A TELEPHONE
 GA2279'POLE, 42.9 FEET SOUTHWEST OF A NAIL AND BOTTLE CAP IN A 6-INCH
 GA2279'PINE TREE, 10 FEET NORTH OF THE TOP OF A BANK, 4 FEET SOUTH OF
 GA2279'THE CENTERLINE OF A DITCH, AND 6.1 FEET NORTH OF A STEEL POST
 GA2279'WITH A CONTROL-MARKER SIGN ON THE RIGHT-OF-WAY OF THE COUNTY
 GA2279'ROAD.  A STANDARD DISK, STAMPED G 46 1934 AND SET IN THE TOP
 GA2279'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1150 ***********************************************************************
 FB1150  DESIGNATION -  G 47
 FB1150  PID         -  FB1150
 FB1150  STATE/COUNTY-  TN/SEVIER
 FB1150  USGS QUAD   -  SHADY GROVE (1980)
 FB1150
 FB1150                         *CURRENT SURVEY CONTROL
 FB1150  ___________________________________________________________________
 FB1150* NAD 83(1986)-  35 54 08.     (N)    083 24 47.     (W)     SCALED    
 FB1150* NAVD 88     -       338.494  (meters)    1110.54   (feet)  ADJUSTED  
 FB1150  ___________________________________________________________________
 FB1150  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB1150  DYNAMIC HT  -         338.174 (meters)    1109.49  (feet)  COMP
 FB1150  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FB1150
 FB1150  VERT ORDER  -  SECOND    CLASS 0
 FB1150
 FB1150.The horizontal coordinates were scaled from a topographic map and have
 FB1150.an estimated accuracy of +/- 6 seconds.
 FB1150
 FB1150.The orthometric height was determined by differential leveling
 FB1150.and adjusted by the National Geodetic Survey in June 1991..
 FB1150
 FB1150.The geoid height was determined by GEOID03.
 FB1150
 FB1150.The dynamic height is computed by dividing the NAVD 88
 FB1150.geopotential number by the normal gravity value computed on the
 FB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1150.degrees latitude (g = 980.6199 gals.).
 FB1150
 FB1150.The modeled gravity was interpolated from observed gravity values.
 FB1150
 FB1150;                    North         East    Units  Estimated Accuracy
 FB1150;SPC TN       -   177,150.      833,500.      MT  (+/- 180 meters Scaled)
 FB1150
 FB1150                          SUPERSEDED SURVEY CONTROL
 FB1150
 FB1150  NGVD 29 (??/??/92)  338.642  (m)         1111.03   (f) ADJ UNCH    2 0
 FB1150
 FB1150.Superseded values are not recommended for survey control.
 FB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1150.See file dsdata.txt to determine how the superseded data were derived.
 FB1150
 FB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV822757(NAD 83)
 FB1150_MARKER: DB = BENCH MARK DISK
 FB1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1150_STAMPING: G 47 1934
 FB1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1150+STABILITY: SURFACE MOTION
 FB1150
 FB1150  HISTORY     - Date     Condition        Report By
 FB1150  HISTORY     - 1934     MONUMENTED       CGS
 FB1150  HISTORY     - 1936     GOOD             NGS
 FB1150
 FB1150                          STATION DESCRIPTION
 FB1150
 FB1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1150'11 MI E FROM SEVIERVILLE.
 FB1150'11.0 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1150'COUNTY, 60 FEET WEST OF THE T.W. SHORKS STORE, NEAR THE SOUTHEAST
 FB1150'CORNER OF A FRAME GARAGE, IN A FENCE CORNER, AND 40 FEET NORTH
 FB1150'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 47
 FB1150'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FB1150'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0963 ***********************************************************************
 GB0963  DESIGNATION -  G 48
 GB0963  PID         -  GB0963
 GB0963  STATE/COUNTY-  TN/FENTRESS
 GB0963  USGS QUAD   -  CLARKRANGE (1974)
 GB0963
 GB0963                         *CURRENT SURVEY CONTROL
 GB0963  ___________________________________________________________________
 GB0963* NAD 83(1986)-  36 14 41.     (N)    085 00 07.     (W)     SCALED    
 GB0963* NAVD 88     -       548.643  (meters)    1800.01   (feet)  ADJUSTED  
 GB0963  ___________________________________________________________________
 GB0963  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0963  DYNAMIC HT  -         548.145 (meters)    1798.37  (feet)  COMP
 GB0963  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GB0963
 GB0963  VERT ORDER  -  SECOND    CLASS 0
 GB0963
 GB0963.The horizontal coordinates were scaled from a topographic map and have
 GB0963.an estimated accuracy of +/- 6 seconds.
 GB0963
 GB0963.The orthometric height was determined by differential leveling
 GB0963.and adjusted by the National Geodetic Survey in June 1991..
 GB0963
 GB0963.The geoid height was determined by GEOID03.
 GB0963
 GB0963.The dynamic height is computed by dividing the NAVD 88
 GB0963.geopotential number by the normal gravity value computed on the
 GB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0963.degrees latitude (g = 980.6199 gals.).
 GB0963
 GB0963.The modeled gravity was interpolated from observed gravity values.
 GB0963
 GB0963;                    North         East    Units  Estimated Accuracy
 GB0963;SPC TN       -   212,530.      689,710.      MT  (+/- 180 meters Scaled)
 GB0963
 GB0963                          SUPERSEDED SURVEY CONTROL
 GB0963
 GB0963  NGVD 29 (??/??/92)  548.720  (m)         1800.26   (f) ADJ UNCH    2 0
 GB0963
 GB0963.Superseded values are not recommended for survey control.
 GB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0963.See file dsdata.txt to determine how the superseded data were derived.
 GB0963
 GB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF795129(NAD 83)
 GB0963_MARKER: DB = BENCH MARK DISK
 GB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0963_STAMPING: G 48 1934
 GB0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0963+STABILITY: SURFACE MOTION
 GB0963
 GB0963  HISTORY     - Date     Condition        Report By
 GB0963  HISTORY     - 1934     MONUMENTED       CGS
 GB0963
 GB0963                          STATION DESCRIPTION
 GB0963
 GB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0963'1.8 MI S FROM GRIMSLEY.
 GB0963'1.8 MILES SOUTH ALONG STATE HIGHWAY 28 FROM GRIMSLEY, FENTRESS
 GB0963'COUNTY, AT THE SUMMIT OF A HILL, AND 40 FEET WEST OF THE
 GB0963'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 48 1934
 GB0963'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0112 ***********************************************************************
 GB0112  DESIGNATION -  G 51
 GB0112  PID         -  GB0112
 GB0112  STATE/COUNTY-  TN/CAMPBELL
 GB0112  USGS QUAD   -  JELLICO EAST (1982)
 GB0112
 GB0112                         *CURRENT SURVEY CONTROL
 GB0112  ___________________________________________________________________
 GB0112* NAD 83(1986)-  36 31 45.     (N)    084 04 38.     (W)     SCALED    
 GB0112* NAVD 88     -       343.965  (meters)    1128.49   (feet)  ADJUSTED  
 GB0112  ___________________________________________________________________
 GB0112  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0112  DYNAMIC HT  -         343.662 (meters)    1127.50  (feet)  COMP
 GB0112  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GB0112
 GB0112  VERT ORDER  -  SECOND    CLASS 0
 GB0112
 GB0112.The horizontal coordinates were scaled from a topographic map and have
 GB0112.an estimated accuracy of +/- 6 seconds.
 GB0112
 GB0112.The orthometric height was determined by differential leveling
 GB0112.and adjusted by the National Geodetic Survey in June 1991..
 GB0112
 GB0112.The geoid height was determined by GEOID03.
 GB0112
 GB0112.The dynamic height is computed by dividing the NAVD 88
 GB0112.geopotential number by the normal gravity value computed on the
 GB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0112.degrees latitude (g = 980.6199 gals.).
 GB0112
 GB0112.The modeled gravity was interpolated from observed gravity values.
 GB0112
 GB0112;                    North         East    Units  Estimated Accuracy
 GB0112;SPC TN       -   245,320.      772,190.      MT  (+/- 180 meters Scaled)
 GB0112
 GB0112                          SUPERSEDED SURVEY CONTROL
 GB0112
 GB0112  NGVD 29 (??/??/92)  344.103  (m)         1128.94   (f) ADJ UNCH    2 0
 GB0112
 GB0112.Superseded values are not recommended for survey control.
 GB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0112.See file dsdata.txt to determine how the superseded data were derived.
 GB0112
 GB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF616466(NAD 83)
 GB0112_MARKER: DB = BENCH MARK DISK
 GB0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0112_SP_SET: PEDESTAL STONE
 GB0112_STAMPING: G 51 1934
 GB0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0112
 GB0112  HISTORY     - Date     Condition        Report By
 GB0112  HISTORY     - 1934     MONUMENTED       CGS
 GB0112
 GB0112                          STATION DESCRIPTION
 GB0112
 GB0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0112'AT CHASKA.
 GB0112'AT CHASKA, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0112'RAILROAD, AT A WATER TANK, IN THE TOP OF THE NORTHEAST ONE OF
 GB0112'TWO EAST CONCRETE PEDESTAL STONES, AND MIDWAY BETWEEN THE NORTH
 GB0112'AND SOUTH EDGES.  A STANDARD DISK, STAMPED G 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1802 ***********************************************************************
 FB1802  DESIGNATION -  G 53
 FB1802  PID         -  FB1802
 FB1802  STATE/COUNTY-  TN/SEVIER
 FB1802  USGS QUAD   -  GATLINBURG (1979)
 FB1802
 FB1802                         *CURRENT SURVEY CONTROL
 FB1802  ___________________________________________________________________
 FB1802* NAD 83(1986)-  35 39 49.     (N)    083 31 26.     (W)     SCALED    
 FB1802* NAVD 88     -       550.058  (meters)    1804.65   (feet)  ADJUSTED  
 FB1802  ___________________________________________________________________
 FB1802  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FB1802  DYNAMIC HT  -         549.503 (meters)    1802.83  (feet)  COMP
 FB1802  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 FB1802
 FB1802  VERT ORDER  -  SECOND    CLASS 0
 FB1802
 FB1802.The horizontal coordinates were scaled from a topographic map and have
 FB1802.an estimated accuracy of +/- 6 seconds.
 FB1802
 FB1802.The orthometric height was determined by differential leveling
 FB1802.and adjusted by the National Geodetic Survey in June 1991..
 FB1802
 FB1802.The geoid height was determined by GEOID03.
 FB1802
 FB1802.The dynamic height is computed by dividing the NAVD 88
 FB1802.geopotential number by the normal gravity value computed on the
 FB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1802.degrees latitude (g = 980.6199 gals.).
 FB1802
 FB1802.The modeled gravity was interpolated from observed gravity values.
 FB1802
 FB1802;                    North         East    Units  Estimated Accuracy
 FB1802;SPC TN       -   150,430.      824,170.      MT  (+/- 180 meters Scaled)
 FB1802
 FB1802                          SUPERSEDED SURVEY CONTROL
 FB1802
 FB1802  NGVD 29 (??/??/92)  550.144  (m)         1804.93   (f) ADJ UNCH    2 0
 FB1802
 FB1802.Superseded values are not recommended for survey control.
 FB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1802.See file dsdata.txt to determine how the superseded data were derived.
 FB1802
 FB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV715495(NAD 83)
 FB1802_MARKER: DB = BENCH MARK DISK
 FB1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1802_STAMPING: G 53 1934
 FB1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1802+STABILITY: SURFACE MOTION
 FB1802
 FB1802  HISTORY     - Date     Condition        Report By
 FB1802  HISTORY     - 1934     MONUMENTED       CGS
 FB1802  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB1802
 FB1802                          STATION DESCRIPTION
 FB1802
 FB1802'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB1802'3.9 MI SE FROM GATLINBURG.
 FB1802'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1802'1.9 MILES SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 73,
 FB1802'70 FEET SOUTH OF A CAFE AND STORE, 10 FEET EAST OF TWO GASOLINE
 FB1802'PUMPS, AND ABOUT 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FB1802'A STANDARD DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A
 FB1802'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0163 ***********************************************************************
 FC0163  DESIGNATION -  G 54
 FC0163  PID         -  FC0163
 FC0163  STATE/COUNTY-  TN/MONROE
 FC0163  USGS QUAD   -  VONORE (1986)
 FC0163
 FC0163                         *CURRENT SURVEY CONTROL
 FC0163  ___________________________________________________________________
 FC0163* NAD 83(1986)-  35 36 27.     (N)    084 12 55.     (W)     SCALED    
 FC0163* NAVD 88     -       248.257  (meters)     814.49   (feet)  ADJUSTED  
 FC0163  ___________________________________________________________________
 FC0163  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0163  DYNAMIC HT  -         248.021 (meters)     813.72  (feet)  COMP
 FC0163  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FC0163
 FC0163  VERT ORDER  -  SECOND    CLASS 0
 FC0163
 FC0163.The horizontal coordinates were scaled from a topographic map and have
 FC0163.an estimated accuracy of +/- 6 seconds.
 FC0163
 FC0163.The orthometric height was determined by differential leveling
 FC0163.and adjusted by the National Geodetic Survey in June 1991..
 FC0163
 FC0163.The geoid height was determined by GEOID03.
 FC0163
 FC0163.The dynamic height is computed by dividing the NAVD 88
 FC0163.geopotential number by the normal gravity value computed on the
 FC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0163.degrees latitude (g = 980.6199 gals.).
 FC0163
 FC0163.The modeled gravity was interpolated from observed gravity values.
 FC0163
 FC0163;                    North         East    Units  Estimated Accuracy
 FC0163;SPC TN       -   142,840.      761,700.      MT  (+/- 180 meters Scaled)
 FC0163
 FC0163                          SUPERSEDED SURVEY CONTROL
 FC0163
 FC0163  NGVD 29 (??/??/92)  248.368  (m)          814.85   (f) ADJ UNCH    2 0
 FC0163
 FC0163.Superseded values are not recommended for survey control.
 FC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0163.See file dsdata.txt to determine how the superseded data were derived.
 FC0163
 FC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE522439(NAD 83)
 FC0163_MARKER: DB = BENCH MARK DISK
 FC0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0163_SP_SET: BRIDGE
 FC0163_STAMPING: G 54 1934
 FC0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0163
 FC0163  HISTORY     - Date     Condition        Report By
 FC0163  HISTORY     - 1934     MONUMENTED       CGS
 FC0163
 FC0163                          STATION DESCRIPTION
 FC0163
 FC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0163'1.7 MI NE FROM VONORE.
 FC0163'1.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0163'FROM VONORE, MONROE COUNTY, AT THE BRIDGE OVER LITTLE TENNESSEE
 FC0163'RIVER, IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 FC0163'HEADWALL, 7 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 FC0163'3 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.  A
 FC0163'STANDARD DISK, STAMPED G 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0765 ***********************************************************************
 GA0765  DESIGNATION -  G 55
 GA0765  PID         -  GA0765
 GA0765  STATE/COUNTY-  TN/HAWKINS
 GA0765  USGS QUAD   -  BUREM (1976)
 GA0765
 GA0765                         *CURRENT SURVEY CONTROL
 GA0765  ___________________________________________________________________
 GA0765* NAD 83(1986)-  36 28 56.     (N)    082 59 40.     (W)     SCALED    
 GA0765* NAVD 88     -       387.935  (meters)    1272.75   (feet)  ADJUSTED  
 GA0765  ___________________________________________________________________
 GA0765  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0765  DYNAMIC HT  -         387.583 (meters)    1271.60  (feet)  COMP
 GA0765  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA0765
 GA0765  VERT ORDER  -  SECOND    CLASS 0
 GA0765
 GA0765.The horizontal coordinates were scaled from a topographic map and have
 GA0765.an estimated accuracy of +/- 6 seconds.
 GA0765
 GA0765.The orthometric height was determined by differential leveling
 GA0765.and adjusted by the National Geodetic Survey in June 1991..
 GA0765
 GA0765.The geoid height was determined by GEOID03.
 GA0765
 GA0765.The dynamic height is computed by dividing the NAVD 88
 GA0765.geopotential number by the normal gravity value computed on the
 GA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0765.degrees latitude (g = 980.6199 gals.).
 GA0765
 GA0765.The modeled gravity was interpolated from observed gravity values.
 GA0765
 GA0765;                    North         East    Units  Estimated Accuracy
 GA0765;SPC TN       -   242,560.      869,290.      MT  (+/- 180 meters Scaled)
 GA0765
 GA0765                          SUPERSEDED SURVEY CONTROL
 GA0765
 GA0765  NGVD 29 (??/??/92)  388.079  (m)         1273.22   (f) ADJ UNCH    2 0
 GA0765
 GA0765.Superseded values are not recommended for survey control.
 GA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0765.See file dsdata.txt to determine how the superseded data were derived.
 GA0765
 GA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213392(NAD 83)
 GA0765_MARKER: DB = BENCH MARK DISK
 GA0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0765_SP_SET: CULVERT
 GA0765_STAMPING: G 55 1934
 GA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0765
 GA0765  HISTORY     - Date     Condition        Report By
 GA0765  HISTORY     - 1934     MONUMENTED       CGS
 GA0765  HISTORY     - 1955     GOOD             TVA
 GA0765
 GA0765                          STATION DESCRIPTION
 GA0765
 GA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0765'7.1 MI N FROM ROGERSVILLE.
 GA0765'7.1 MILES N. ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0765'COUNTY, 50 YARDS W. OF A STORE AND A STANDARD OIL STATION, AT
 GA0765'A 4 X 4 FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE CENTER OF THE
 GA0765'S. HEADWALL, AND 15 FEET S. OF THE CENTERLINE OF THE HIGHWAY.
 GA0765'98 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD ABANDONED STORE
 GA0765'BUILDING.  86.9 FEET SOUTH OF NAIL AND BOTTLE CAP IN POWER POLE, 58.9
 GA0765'FEET NORTHEAST OF NAIL AND BOTTLE CAP IN POWER POLE, 3 FEET EAST
 GA0765'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED G 55 1934.
 GA0765
 GA0765                          STATION RECOVERY (1955)
 GA0765
 GA0765'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0741 ***********************************************************************
 GA0741  DESIGNATION -  G 56
 GA0741  PID         -  GA0741
 GA0741  STATE/COUNTY-  TN/GREENE
 GA0741  USGS QUAD   -  GREENEVILLE (1961)
 GA0741
 GA0741                         *CURRENT SURVEY CONTROL
 GA0741  ___________________________________________________________________
 GA0741* NAD 83(1986)-  36 09 34.     (N)    082 50 22.     (W)     SCALED    
 GA0741* NAVD 88     -       474.544  (meters)    1556.90   (feet)  ADJUSTED  
 GA0741  ___________________________________________________________________
 GA0741  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0741  DYNAMIC HT  -         474.092 (meters)    1555.42  (feet)  COMP
 GA0741  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0741
 GA0741  VERT ORDER  -  SECOND    CLASS 0
 GA0741
 GA0741.The horizontal coordinates were scaled from a topographic map and have
 GA0741.an estimated accuracy of +/- 6 seconds.
 GA0741
 GA0741.The orthometric height was determined by differential leveling
 GA0741.and adjusted by the National Geodetic Survey in June 1991..
 GA0741
 GA0741.The geoid height was determined by GEOID03.
 GA0741
 GA0741.The dynamic height is computed by dividing the NAVD 88
 GA0741.geopotential number by the normal gravity value computed on the
 GA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0741.degrees latitude (g = 980.6199 gals.).
 GA0741
 GA0741.The modeled gravity was interpolated from observed gravity values.
 GA0741
 GA0741;                    North         East    Units  Estimated Accuracy
 GA0741;SPC TN       -   207,200.      884,330.      MT  (+/- 180 meters Scaled)
 GA0741
 GA0741                          SUPERSEDED SURVEY CONTROL
 GA0741
 GA0741  NGVD 29 (??/??/92)  474.666  (m)         1557.30   (f) ADJ UNCH    2 0
 GA0741
 GA0741.Superseded values are not recommended for survey control.
 GA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0741.See file dsdata.txt to determine how the superseded data were derived.
 GA0741
 GA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA345032(NAD 83)
 GA0741_MARKER: DB = BENCH MARK DISK
 GA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0741_STAMPING: G 56 1934
 GA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0741+STABILITY: SURFACE MOTION
 GA0741
 GA0741  HISTORY     - Date     Condition        Report By
 GA0741  HISTORY     - 1934     MONUMENTED       CGS
 GA0741  HISTORY     - 1950     GOOD             TVA
 GA0741  HISTORY     - 1978     GOOD             LOCENG
 GA0741
 GA0741                          STATION DESCRIPTION
 GA0741
 GA0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0741'AT GREENVILLE.
 GA0741'AT GREENVILLE, GREENE COUNTY, 33 FEET E OF THE EAST END OF THE
 GA0741'SOUTHERN RAILWAY FREIGHT HOUSE, 18 FEET W OF THE CENTERLINE OF A
 GA0741'STREET, 18 FEET S OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET
 GA0741'SW OF A POLE.  A STANDARD DISK, STAMPED G 56 1934 AND SET IN THE
 GA0741'TOP OF A CONCRETE POST.  21 FEET SOUTHEAST OF THE CENTERLINE OF
 GA0741'MAIN TRACK, 22 FEET WEST OF CENTERLINE OF DEAD END ST., 55.6
 GA0741'FEET NORTH NORTHEAST OF NORTHEAST CORNER OF BROWN MFG. CO. BLDG.,
 GA0741'109.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF SOUTHERN RAILROAD
 GA0741'FREIGHT STATION AND 6.0 FEET SOUTHWEST OF TELEPHONE POLE.
 GA0741
 GA0741                          STATION RECOVERY (1950)
 GA0741
 GA0741'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0741'RECOVERED IN GOOD CONDITION.
 GA0741
 GA0741                          STATION RECOVERY (1978)
 GA0741
 GA0741'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0567 ***********************************************************************
 GA0567  DESIGNATION -  G 57
 GA0567  PID         -  GA0567
 GA0567  STATE/COUNTY-  TN/WASHINGTON
 GA0567  USGS QUAD   -  JONESBOROUGH (1968)
 GA0567
 GA0567                         *CURRENT SURVEY CONTROL
 GA0567  ___________________________________________________________________
 GA0567* NAD 83(1986)-  36 18 15.     (N)    082 22 31.     (W)     SCALED    
 GA0567* NAVD 88     -       505.919  (meters)    1659.84   (feet)  ADJUSTED  
 GA0567  ___________________________________________________________________
 GA0567  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0567  DYNAMIC HT  -         505.439 (meters)    1658.26  (feet)  COMP
 GA0567  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 GA0567
 GA0567  VERT ORDER  -  SECOND    CLASS 0
 GA0567
 GA0567.The horizontal coordinates were scaled from a topographic map and have
 GA0567.an estimated accuracy of +/- 6 seconds.
 GA0567
 GA0567.The orthometric height was determined by differential leveling
 GA0567.and adjusted by the National Geodetic Survey in June 1991..
 GA0567
 GA0567.The geoid height was determined by GEOID03.
 GA0567
 GA0567.The dynamic height is computed by dividing the NAVD 88
 GA0567.geopotential number by the normal gravity value computed on the
 GA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0567.degrees latitude (g = 980.6199 gals.).
 GA0567
 GA0567.The modeled gravity was interpolated from observed gravity values.
 GA0567
 GA0567;                    North         East    Units  Estimated Accuracy
 GA0567;SPC TN       -   224,690.      925,480.      MT  (+/- 180 meters Scaled)
 GA0567
 GA0567                          SUPERSEDED SURVEY CONTROL
 GA0567
 GA0567  NGVD 29 (??/??/92)  506.060  (m)         1660.30   (f) ADJ UNCH    2 0
 GA0567
 GA0567.Superseded values are not recommended for survey control.
 GA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0567.See file dsdata.txt to determine how the superseded data were derived.
 GA0567
 GA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA765185(NAD 83)
 GA0567_MARKER: DB = BENCH MARK DISK
 GA0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0567_STAMPING: G 57 1934
 GA0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0567+STABILITY: SURFACE MOTION
 GA0567
 GA0567  HISTORY     - Date     Condition        Report By
 GA0567  HISTORY     - 1934     MONUMENTED       CGS
 GA0567  HISTORY     - 1965     GOOD             TVA
 GA0567  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0567
 GA0567                          STATION DESCRIPTION
 GA0567
 GA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0567'1.5 MI W FROM JOHNSON CITY.
 GA0567'1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM JOHNSON CITY,
 GA0567'WASHINGTON COUNTY, 72 FEET EAST OF A ROAD CROSSING INSIDE OF THE
 GA0567'NORTHWEST CORNER OF THE HEDGE AT THE ENTRANCE TO THE VETERANS
 GA0567'HOME, AND 30 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 GA0567'STANDARD DISK, STAMPED G 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0567'POST.
 GA0567
 GA0567                          STATION RECOVERY (1965)
 GA0567
 GA0567'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 GA0567'RECOVERED IN GOOD CONDITION.
 GA0567
 GA0567                          STATION RECOVERY (2001)
 GA0567
 GA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0567'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0581 ***********************************************************************
 GA0581  DESIGNATION -  G 58
 GA0581  PID         -  GA0581
 GA0581  STATE/COUNTY-  TN/CARTER
 GA0581  USGS QUAD   -  ELIZABETHTON (1968)
 GA0581
 GA0581                         *CURRENT SURVEY CONTROL
 GA0581  ___________________________________________________________________
 GA0581* NAD 83(1986)-  36 20 38.     (N)    082 12 47.     (W)     SCALED    
 GA0581* NAVD 88     -       471.572  (meters)    1547.15   (feet)  ADJUSTED  
 GA0581  ___________________________________________________________________
 GA0581  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0581  DYNAMIC HT  -         471.121 (meters)    1545.67  (feet)  COMP
 GA0581  MODELED GRAV-     979,662.1   (mgal)                       NAVD 88
 GA0581
 GA0581  VERT ORDER  -  SECOND    CLASS 0
 GA0581
 GA0581.The horizontal coordinates were scaled from a topographic map and have
 GA0581.an estimated accuracy of +/- 6 seconds.
 GA0581
 GA0581.The orthometric height was determined by differential leveling
 GA0581.and adjusted by the National Geodetic Survey in June 1991..
 GA0581
 GA0581.The geoid height was determined by GEOID03.
 GA0581
 GA0581.The dynamic height is computed by dividing the NAVD 88
 GA0581.geopotential number by the normal gravity value computed on the
 GA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0581.degrees latitude (g = 980.6199 gals.).
 GA0581
 GA0581.The modeled gravity was interpolated from observed gravity values.
 GA0581
 GA0581;                    North         East    Units  Estimated Accuracy
 GA0581;SPC TN       -   229,650.      939,870.      MT  (+/- 180 meters Scaled)
 GA0581
 GA0581                          SUPERSEDED SURVEY CONTROL
 GA0581
 GA0581  NGVD 29 (??/??/92)  471.715  (m)         1547.62   (f) ADJ UNCH    2 0
 GA0581
 GA0581.Superseded values are not recommended for survey control.
 GA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0581.See file dsdata.txt to determine how the superseded data were derived.
 GA0581
 GA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA911227(NAD 83)
 GA0581_MARKER: DB = BENCH MARK DISK
 GA0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0581_STAMPING: G 58 1934
 GA0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0581+STABILITY: SURFACE MOTION
 GA0581
 GA0581  HISTORY     - Date     Condition        Report By
 GA0581  HISTORY     - 1934     MONUMENTED       CGS
 GA0581
 GA0581                          STATION DESCRIPTION
 GA0581
 GA0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0581'AT ELIZABETHTON.
 GA0581'AT ELIZABETHTON, CARTER COUNTY, 100 FEET WEST OF THE EAST
 GA0581'TENNESSEE AND WESTERN NORTH CAROLINA RAILROAD STATION, 48 FEET
 GA0581'WEST OF THE CENTERLINE OF JOHNSON AVENUE, 21 FEET NORTH OF THE
 GA0581'CENTERLINE OF THE MAIN TRACK, AND 21 FEET WEST OF THE WEST EDGE
 GA0581'OF THE SIDEWALK.  A STANDARD DISK, STAMPED G 58 1934 AND SET
 GA0581'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0802 ***********************************************************************
 GD0802  DESIGNATION -  G 59
 GD0802  PID         -  GD0802
 GD0802  STATE/COUNTY-  TN/OBION
 GD0802  USGS QUAD   -  RIVES (1980)
 GD0802
 GD0802                         *CURRENT SURVEY CONTROL
 GD0802  ___________________________________________________________________
 GD0802* NAD 83(1986)-  36 21 42.     (N)    089 02 53.     (W)     SCALED    
 GD0802* NAVD 88     -        91.701  (meters)     300.86   (feet)  ADJUSTED  
 GD0802  ___________________________________________________________________
 GD0802  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0802  DYNAMIC HT  -          91.627 (meters)     300.61  (feet)  COMP
 GD0802  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GD0802
 GD0802  VERT ORDER  -  SECOND    CLASS 0
 GD0802
 GD0802.The horizontal coordinates were scaled from a topographic map and have
 GD0802.an estimated accuracy of +/- 6 seconds.
 GD0802
 GD0802.The orthometric height was determined by differential leveling
 GD0802.and adjusted by the National Geodetic Survey in June 1991..
 GD0802
 GD0802.The geoid height was determined by GEOID03.
 GD0802
 GD0802.The dynamic height is computed by dividing the NAVD 88
 GD0802.geopotential number by the normal gravity value computed on the
 GD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0802.degrees latitude (g = 980.6199 gals.).
 GD0802
 GD0802.The modeled gravity was interpolated from observed gravity values.
 GD0802
 GD0802;                    North         East    Units  Estimated Accuracy
 GD0802;SPC TN       -   229,310.      326,480.      MT  (+/- 180 meters Scaled)
 GD0802
 GD0802                          SUPERSEDED SURVEY CONTROL
 GD0802
 GD0802  NGVD 29 (??/??/??)   91.705  (m)          300.87   (f) ADJUSTED    2 0
 GD0802
 GD0802.Superseded values are not recommended for survey control.
 GD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0802.See file dsdata.txt to determine how the superseded data were derived.
 GD0802
 GD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF162260(NAD 83)
 GD0802_MARKER: DB = BENCH MARK DISK
 GD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0802_STAMPING: G 59 1935
 GD0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0802+STABILITY: SURFACE MOTION
 GD0802
 GD0802  HISTORY     - Date     Condition        Report By
 GD0802  HISTORY     - 1935     MONUMENTED       CGS
 GD0802  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0802
 GD0802                          STATION DESCRIPTION
 GD0802
 GD0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0802'AT RIVES.
 GD0802'AT RIVES, OBION COUNTY, ON THE MOBILE AND OHIO RAILROAD, 80 YARDS
 GD0802'NORTH OF THE CENTER OF THE CROSSING OF THE ILLINOIS CENTRAL
 GD0802'RAILROAD, AT THE NORTHEAST CORNER OF A CROSSING, 13 YARDS EAST
 GD0802'OF THE CENTERLINE OF THE TRACK, AND 13 YARDS SOUTH OF A SECTION
 GD0802'HOUSE.  A STANDARD DISK, STAMPED G 59 1935 AND SET IN THE TOP
 GD0802'OF A CONCRETE POST.  NOTE-- THE OLD SECTION HOUSES MENTIONED IN
 GD0802'THE ORIGINAL DESCRIPTION HAVE ALL BEEN TORN DOWN AND THE AREA
 GD0802'BULLDOZED.
 GD0802
 GD0802                          STATION RECOVERY (1967)
 GD0802
 GD0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0764 ***********************************************************************
 GA0764  DESIGNATION -  G 59
 GA0764  PID         -  GA0764
 GA0764  STATE/COUNTY-  TN/WASHINGTON
 GA0764  USGS QUAD   -  LEESBURG (1971)
 GA0764
 GA0764                         *CURRENT SURVEY CONTROL
 GA0764  ___________________________________________________________________
 GA0764* NAD 83(1986)-  36 15 17.     (N)    082 31 55.     (W)     SCALED    
 GA0764* NAVD 88     -       479.712  (meters)    1573.86   (feet)  ADJUSTED  
 GA0764  ___________________________________________________________________
 GA0764  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0764  DYNAMIC HT  -         479.255 (meters)    1572.36  (feet)  COMP
 GA0764  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 GA0764
 GA0764  VERT ORDER  -  SECOND    CLASS 0
 GA0764
 GA0764.The horizontal coordinates were scaled from a topographic map and have
 GA0764.an estimated accuracy of +/- 6 seconds.
 GA0764
 GA0764.The orthometric height was determined by differential leveling
 GA0764.and adjusted by the National Geodetic Survey in June 1991..
 GA0764
 GA0764.The geoid height was determined by GEOID03.
 GA0764
 GA0764.The dynamic height is computed by dividing the NAVD 88
 GA0764.geopotential number by the normal gravity value computed on the
 GA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0764.degrees latitude (g = 980.6199 gals.).
 GA0764
 GA0764.The modeled gravity was interpolated from observed gravity values.
 GA0764
 GA0764;                    North         East    Units  Estimated Accuracy
 GA0764;SPC TN       -   218,700.      911,610.      MT  (+/- 180 meters Scaled)
 GA0764
 GA0764                          SUPERSEDED SURVEY CONTROL
 GA0764
 GA0764  NGVD 29 (??/??/92)  479.853  (m)         1574.32   (f) ADJ UNCH    2 0
 GA0764
 GA0764.Superseded values are not recommended for survey control.
 GA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0764.See file dsdata.txt to determine how the superseded data were derived.
 GA0764
 GA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA623132(NAD 83)
 GA0764_MARKER: DB = BENCH MARK DISK
 GA0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0764_STAMPING: G 59 1934
 GA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0764+STABILITY: SURFACE MOTION
 GA0764
 GA0764  HISTORY     - Date     Condition        Report By
 GA0764  HISTORY     - 1934     MONUMENTED       CGS
 GA0764  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 GA0764
 GA0764                          STATION DESCRIPTION
 GA0764
 GA0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0764'4 MI SW FROM JONESBORO.
 GA0764'4.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0764'AT JONESBORO, WASHINGTON COUNTY, AT MILEAGE 37.1, 10 FEET WEST
 GA0764'OF A PRIVATE-ROAD CROSSING, 24 FEET NORTH OF THE CENTERLINE OF
 GA0764'THE MAIN TRACK, AND 5 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 GA0764'STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0764
 GA0764                          STATION RECOVERY (1979)
 GA0764
 GA0764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0010 ***********************************************************************
 FD0010  DESIGNATION -  G 6
 FD0010  PID         -  FD0010
 FD0010  STATE/COUNTY-  TN/BEDFORD
 FD0010  USGS QUAD   -  WARTRACE (1980)
 FD0010
 FD0010                         *CURRENT SURVEY CONTROL
 FD0010  ___________________________________________________________________
 FD0010* NAD 83(1986)-  35 35 19.     (N)    086 21 17.     (W)     SCALED    
 FD0010* NAVD 88     -       254.998  (meters)     836.61   (feet)  ADJUSTED  
 FD0010  ___________________________________________________________________
 FD0010  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0010  DYNAMIC HT  -         254.767 (meters)     835.85  (feet)  COMP
 FD0010  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0010
 FD0010  VERT ORDER  -  FIRST     CLASS II
 FD0010
 FD0010.The horizontal coordinates were scaled from a topographic map and have
 FD0010.an estimated accuracy of +/- 6 seconds.
 FD0010
 FD0010.The orthometric height was determined by differential leveling
 FD0010.and adjusted by the National Geodetic Survey in June 1991..
 FD0010
 FD0010.The geoid height was determined by GEOID03.
 FD0010
 FD0010.The dynamic height is computed by dividing the NAVD 88
 FD0010.geopotential number by the normal gravity value computed on the
 FD0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0010.degrees latitude (g = 980.6199 gals.).
 FD0010
 FD0010.The modeled gravity was interpolated from observed gravity values.
 FD0010
 FD0010;                    North         East    Units  Estimated Accuracy
 FD0010;SPC TN       -   139,330.      567,850.      MT  (+/- 180 meters Scaled)
 FD0010
 FD0010                          SUPERSEDED SURVEY CONTROL
 FD0010
 FD0010  NGVD 29 (??/??/92)  254.996  (m)          836.60   (f) ADJ UNCH    1 2
 FD0010
 FD0010.Superseded values are not recommended for survey control.
 FD0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0010.See file dsdata.txt to determine how the superseded data were derived.
 FD0010
 FD0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE584385(NAD 83)
 FD0010_MARKER: DB = BENCH MARK DISK
 FD0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0010_SP_SET: BUILDING
 FD0010_STAMPING: 836.967 G 6 1930
 FD0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0010
 FD0010  HISTORY     - Date     Condition        Report By
 FD0010  HISTORY     - 1930     MONUMENTED       CGS
 FD0010  HISTORY     - 1935     GOOD             NGS
 FD0010
 FD0010                          STATION DESCRIPTION
 FD0010
 FD0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0010'AT BELLBUCKLE.
 FD0010'AT BELLBUCKLE, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0010'AND ST. LOUIS RAILWAY, 120 FEET SOUTHEAST OF THE STATION, 32
 FD0010'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AT THE
 FD0010'CROUCH AND WILSON FEED STORE IN 1930, AND 4 FEET NORTHWEST OF THE
 FD0010'WEST CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED 836.967
 FD0010'G 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0743 ***********************************************************************
 GD0743  DESIGNATION -  G 60
 GD0743  PID         -  GD0743
 GD0743  STATE/COUNTY-  TN/LAKE
 GD0743  USGS QUAD   -  RIDGELY (1981)
 GD0743
 GD0743                         *CURRENT SURVEY CONTROL
 GD0743  ___________________________________________________________________
 GD0743* NAD 83(1986)-  36 18 08.     (N)    089 28 33.     (W)     SCALED    
 GD0743* NAVD 88     -        87.508  (meters)     287.10   (feet)  ADJUSTED  
 GD0743  ___________________________________________________________________
 GD0743  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0743  DYNAMIC HT  -          87.437 (meters)     286.87  (feet)  COMP
 GD0743  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GD0743
 GD0743  VERT ORDER  -  SECOND    CLASS 0
 GD0743
 GD0743.The horizontal coordinates were scaled from a topographic map and have
 GD0743.an estimated accuracy of +/- 6 seconds.
 GD0743
 GD0743.The orthometric height was determined by differential leveling
 GD0743.and adjusted by the National Geodetic Survey in June 1991..
 GD0743
 GD0743.The geoid height was determined by GEOID03.
 GD0743
 GD0743.The dynamic height is computed by dividing the NAVD 88
 GD0743.geopotential number by the normal gravity value computed on the
 GD0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0743.degrees latitude (g = 980.6199 gals.).
 GD0743
 GD0743.The modeled gravity was interpolated from observed gravity values.
 GD0743
 GD0743;                    North         East    Units  Estimated Accuracy
 GD0743;SPC TN       -   223,990.      287,880.      MT  (+/- 180 meters Scaled)
 GD0743
 GD0743                          SUPERSEDED SURVEY CONTROL
 GD0743
 GD0743  NGVD 29 (??/??/??)   87.548  (m)          287.23   (f) ADJUSTED    2 0
 GD0743
 GD0743.Superseded values are not recommended for survey control.
 GD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0743.See file dsdata.txt to determine how the superseded data were derived.
 GD0743
 GD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF776203(NAD 83)
 GD0743_MARKER: DB = BENCH MARK DISK
 GD0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0743_STAMPING: G 60 1935
 GD0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0743+STABILITY: SURFACE MOTION
 GD0743
 GD0743  HISTORY     - Date     Condition        Report By
 GD0743  HISTORY     - 1935     MONUMENTED       CGS
 GD0743  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0743
 GD0743                          STATION DESCRIPTION
 GD0743
 GD0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0743'1.8 MI S FROM WYNNBURG.
 GD0743'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0743'STATION AT WYNNBURG, LAKE COUNTY, 1/4 MILE SOUTH OF A BRIDGE,
 GD0743'200 YARDS SOUTH OF A GROUP OF FARM BUILDINGS IN A SMALL GROVE,
 GD0743'22 YARDS WEST OF THE CENTERLINE OF A TRACK, 8 YARDS WEST OF THE
 GD0743'CENTERLINE OF A ROAD, BETWEEN TWO TENANT HOUSES, AT THE NORTHEAST
 GD0743'CORNER OF THE GARDEN, AND 1 YARD WEST OF A CORNER FENCE POST.
 GD0743'A STANDARD DISK, STAMPED G 60 1935 AND SET IN THE TOP OF A
 GD0743'CONCRETE POST.  NOTE-- POINT FALLS IN CULTIVATED FIELD.
 GD0743
 GD0743                          STATION RECOVERY (1969)
 GD0743
 GD0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0786 ***********************************************************************
 FE0786  DESIGNATION -  G 62
 FE0786  PID         -  FE0786
 FE0786  STATE/COUNTY-  TN/CARROLL
 FE0786  USGS QUAD   -  ATWOOD (1983)
 FE0786
 FE0786                         *CURRENT SURVEY CONTROL
 FE0786  ___________________________________________________________________
 FE0786* NAD 83(1986)-  35 59 36.     (N)    088 38 59.     (W)     SCALED    
 FE0786* NAVD 88     -       130.351  (meters)     427.66   (feet)  ADJUSTED  
 FE0786  ___________________________________________________________________
 FE0786  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0786  DYNAMIC HT  -         130.239 (meters)     427.29  (feet)  COMP
 FE0786  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 FE0786
 FE0786  VERT ORDER  -  SECOND    CLASS 0
 FE0786
 FE0786.The horizontal coordinates were scaled from a topographic map and have
 FE0786.an estimated accuracy of +/- 6 seconds.
 FE0786
 FE0786.The orthometric height was determined by differential leveling
 FE0786.and adjusted by the National Geodetic Survey in June 1991..
 FE0786
 FE0786.The geoid height was determined by GEOID03.
 FE0786
 FE0786.The dynamic height is computed by dividing the NAVD 88
 FE0786.geopotential number by the normal gravity value computed on the
 FE0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0786.degrees latitude (g = 980.6199 gals.).
 FE0786
 FE0786.The modeled gravity was interpolated from observed gravity values.
 FE0786
 FE0786;                    North         East    Units  Estimated Accuracy
 FE0786;SPC TN       -   187,410.      361,110.      MT  (+/- 180 meters Scaled)
 FE0786
 FE0786                          SUPERSEDED SURVEY CONTROL
 FE0786
 FE0786  NGVD 29 (??/??/??)  130.401  (m)          427.82   (f) ADJUSTED    2 0
 FE0786
 FE0786.Superseded values are not recommended for survey control.
 FE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0786.See file dsdata.txt to determine how the superseded data were derived.
 FE0786
 FE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE512844(NAD 83)
 FE0786_MARKER: DB = BENCH MARK DISK
 FE0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0786_STAMPING: G 62 1935
 FE0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0786+STABILITY: SURFACE MOTION
 FE0786
 FE0786  HISTORY     - Date     Condition        Report By
 FE0786  HISTORY     - 1935     MONUMENTED       CGS
 FE0786  HISTORY     - 1967     MARK NOT FOUND   CGS
 FE0786
 FE0786                          STATION DESCRIPTION
 FE0786
 FE0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0786'2 MI SW FROM TREZEVANT.
 FE0786'ABOUT 2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE0786'RAILROAD FROM THE STATION AT TREZEVANT, CARROLL COUNTY, AT
 FE0786'MILEAGE 276.3, 30 FEET SOUTHWEST OF THE CENTER OF A ROAD
 FE0786'CROSSING, 40 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 FE0786'1 FOOT SOUTHEAST AND 3 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE
 FE0786'CORNER.  A STANDARD DISK, STAMPED G 62 1935 AND SET IN THE TOP
 FE0786'OF A CONCRETE POST.  NOTE-- THE RR CO CLEARED THEIR RIGHT-OF-WAY
 FE0786'WITH A BULLDOZER SEVERAL YEARS AGO AND ALL THE OLD FENCES WERE
 FE0786'TORN OUT AND THE DRAINAGE DITCHES CLEANED.  IT IS ASSUMED THAT
 FE0786'THIS MARK WAS DESTROYED DURING THIS CONSTRUCTION WORK.
 FE0786
 FE0786                          STATION RECOVERY (1967)
 FE0786
 FE0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FE0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0868 ***********************************************************************
 FE0868  DESIGNATION -  G 63
 FE0868  PID         -  FE0868
 FE0868  STATE/COUNTY-  TN/HAYWOOD
 FE0868  USGS QUAD   -  JONES (1981)
 FE0868
 FE0868                         *CURRENT SURVEY CONTROL
 FE0868  ___________________________________________________________________
 FE0868* NAD 83(1986)-  35 40 18.     (N)    089 08 25.     (W)     SCALED    
 FE0868* NAVD 88     -        98.925  (meters)     324.56   (feet)  ADJUSTED  
 FE0868  ___________________________________________________________________
 FE0868  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0868  DYNAMIC HT  -          98.837 (meters)     324.27  (feet)  COMP
 FE0868  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FE0868
 FE0868  VERT ORDER  -  SECOND    CLASS 0
 FE0868
 FE0868.The horizontal coordinates were scaled from a topographic map and have
 FE0868.an estimated accuracy of +/- 6 seconds.
 FE0868
 FE0868.The orthometric height was determined by differential leveling
 FE0868.and adjusted by the National Geodetic Survey in June 1991..
 FE0868
 FE0868.The geoid height was determined by GEOID03.
 FE0868
 FE0868.The dynamic height is computed by dividing the NAVD 88
 FE0868.geopotential number by the normal gravity value computed on the
 FE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0868.degrees latitude (g = 980.6199 gals.).
 FE0868
 FE0868.The modeled gravity was interpolated from observed gravity values.
 FE0868
 FE0868;                    North         East    Units  Estimated Accuracy
 FE0868;SPC TN       -   153,050.      315,750.      MT  (+/- 180 meters Scaled)
 FE0868
 FE0868                          SUPERSEDED SURVEY CONTROL
 FE0868
 FE0868  NGVD 29 (??/??/??)   98.952  (m)          324.64   (f) ADJUSTED    2 0
 FE0868
 FE0868.Superseded values are not recommended for survey control.
 FE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0868.See file dsdata.txt to determine how the superseded data were derived.
 FE0868
 FE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE062496(NAD 83)
 FE0868_MARKER: DB = BENCH MARK DISK
 FE0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0868_STAMPING: G 63 1935
 FE0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0868+STABILITY: SURFACE MOTION
 FE0868
 FE0868  HISTORY     - Date     Condition        Report By
 FE0868  HISTORY     - 1935     MONUMENTED       CGS
 FE0868  HISTORY     - 1949     MARK NOT FOUND   CGS
 FE0868
 FE0868                          STATION DESCRIPTION
 FE0868
 FE0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0868'4.1 MI SW FROM BELLS.
 FE0868'IN HAYWOOD COUNTY, 4.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 FE0868'NASHVILLE RAILROAD FROM THE STATION AT BELLS, CROCKETT
 FE0868'COUNTY, 6 RAILS EAST OF THE STATION SIGN AT JONES, AT MILEAGE
 FE0868'311.8, AT A ROAD CROSSING 3 RAILS EAST OF THE CENTERLINE OF A
 FE0868'ROAD, AND 30 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 FE0868'A STANDARD DISK, STAMPED G 63 1935 AND SET IN THE TOP OF A CONCRETE
 FE0868'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1062 ***********************************************************************
 FE1062  DESIGNATION -  G 64
 FE1062  PID         -  FE1062
 FE1062  STATE/COUNTY-  TN/HARDEMAN
 FE1062  USGS QUAD   -  HICKORY VALLEY (1980)
 FE1062
 FE1062                         *CURRENT SURVEY CONTROL
 FE1062  ___________________________________________________________________
 FE1062* NAD 83(1986)-  35 08 10.     (N)    089 08 06.     (W)     SCALED    
 FE1062* NAVD 88     -       182.875  (meters)     599.98   (feet)  ADJUSTED  
 FE1062  ___________________________________________________________________
 FE1062  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1062  DYNAMIC HT  -         182.703 (meters)     599.42  (feet)  COMP
 FE1062  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 FE1062
 FE1062  VERT ORDER  -  SECOND    CLASS 0
 FE1062
 FE1062.The horizontal coordinates were scaled from a topographic map and have
 FE1062.an estimated accuracy of +/- 6 seconds.
 FE1062
 FE1062.The orthometric height was determined by differential leveling
 FE1062.and adjusted by the National Geodetic Survey in June 1991..
 FE1062
 FE1062.The geoid height was determined by GEOID03.
 FE1062
 FE1062.The dynamic height is computed by dividing the NAVD 88
 FE1062.geopotential number by the normal gravity value computed on the
 FE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1062.degrees latitude (g = 980.6199 gals.).
 FE1062
 FE1062.The modeled gravity was interpolated from observed gravity values.
 FE1062
 FE1062;                    North         East    Units  Estimated Accuracy
 FE1062;SPC TN       -    93,650.      314,330.      MT  (+/- 180 meters Scaled)
 FE1062
 FE1062                          SUPERSEDED SURVEY CONTROL
 FE1062
 FE1062  NGVD 29 (??/??/??)  182.839  (m)          599.86   (f) ADJUSTED    2 0
 FE1062
 FE1062.Superseded values are not recommended for survey control.
 FE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1062.See file dsdata.txt to determine how the superseded data were derived.
 FE1062
 FE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD054902(NAD 83)
 FE1062_MARKER: DB = BENCH MARK DISK
 FE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1062_STAMPING: G 64 1935
 FE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1062+STABILITY: SURFACE MOTION
 FE1062
 FE1062  HISTORY     - Date     Condition        Report By
 FE1062  HISTORY     - 1935     MONUMENTED       CGS
 FE1062
 FE1062                          STATION DESCRIPTION
 FE1062
 FE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1062'6 MI N FROM GRAND JUNCTION.
 FE1062'6.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1062'STATION AT GRAND JUNCTION, HARDEMAN COUNTY, 5 RAILS NORTH OF
 FE1062'MILEPOST 511-401, 40 FEET WEST OF THE TRACK, AND 1 FOOT EAST
 FE1062'OF THE FENCE.  A STANDARD DISK, STAMPED G 64 1935 AND SET IN THE
 FE1062'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0780 ***********************************************************************
 FE0780  DESIGNATION -  G 65
 FE0780  PID         -  FE0780
 FE0780  STATE/COUNTY-  TN/MADISON
 FE0780  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0780
 FE0780                         *CURRENT SURVEY CONTROL
 FE0780  ___________________________________________________________________
 FE0780* NAD 83(1986)-  35 34 42.     (N)    088 49 13.     (W)     SCALED    
 FE0780* NAVD 88     -       112.670  (meters)     369.65   (feet)  ADJUSTED  
 FE0780  ___________________________________________________________________
 FE0780  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0780  DYNAMIC HT  -         112.569 (meters)     369.32  (feet)  COMP
 FE0780  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FE0780
 FE0780  VERT ORDER  -  SECOND    CLASS 0
 FE0780
 FE0780.The horizontal coordinates were scaled from a topographic map and have
 FE0780.an estimated accuracy of +/- 6 seconds.
 FE0780
 FE0780.The orthometric height was determined by differential leveling
 FE0780.and adjusted by the National Geodetic Survey in June 1991..
 FE0780
 FE0780.The geoid height was determined by GEOID03.
 FE0780
 FE0780.The dynamic height is computed by dividing the NAVD 88
 FE0780.geopotential number by the normal gravity value computed on the
 FE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0780.degrees latitude (g = 980.6199 gals.).
 FE0780
 FE0780.The modeled gravity was interpolated from observed gravity values.
 FE0780
 FE0780;                    North         East    Units  Estimated Accuracy
 FE0780;SPC TN       -   141,820.      344,410.      MT  (+/- 180 meters Scaled)
 FE0780
 FE0780                          SUPERSEDED SURVEY CONTROL
 FE0780
 FE0780  NGVD 29 (??/??/??)  112.703  (m)          369.76   (f) ADJUSTED    2 0
 FE0780
 FE0780.Superseded values are not recommended for survey control.
 FE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0780.See file dsdata.txt to determine how the superseded data were derived.
 FE0780
 FE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE350387(NAD 83)
 FE0780_MARKER: DB = BENCH MARK DISK
 FE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0780_STAMPING: G 65 1935
 FE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0780+STABILITY: SURFACE MOTION
 FE0780
 FE0780  HISTORY     - Date     Condition        Report By
 FE0780  HISTORY     - 1935     MONUMENTED       CGS
 FE0780  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0780
 FE0780                          STATION DESCRIPTION
 FE0780
 FE0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0780'0.5 MI W FROM BEMIS.
 FE0780'0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0780'STATION AT BEMIS, MADISON COUNTY, 85 FEET SOUTH OF THE GULF,
 FE0780'MOBILE AND OHIO RAILROAD, 70 FEET SOUTH OF A SIGNAL TOWER, AND
 FE0780'30 FEET WEST OF THE I.C.R.R. TRACK.  A STANDARD DISK, STAMPED
 FE0780'G 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0780
 FE0780                          STATION RECOVERY (2002)
 FE0780
 FE0780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0692 ***********************************************************************
 FE0692  DESIGNATION -  G 66
 FE0692  PID         -  FE0692
 FE0692  STATE/COUNTY-  TN/GIBSON
 FE0692  USGS QUAD   -  MILAN (1983)
 FE0692
 FE0692                         *CURRENT SURVEY CONTROL
 FE0692  ___________________________________________________________________
 FE0692* NAD 83(1986)-  35 54 37.     (N)    088 45 41.     (W)     SCALED    
 FE0692* NAVD 88     -       138.201  (meters)     453.41   (feet)  ADJUSTED  
 FE0692  ___________________________________________________________________
 FE0692  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0692  DYNAMIC HT  -         138.081 (meters)     453.02  (feet)  COMP
 FE0692  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 FE0692
 FE0692  VERT ORDER  -  FIRST     CLASS II
 FE0692
 FE0692.The horizontal coordinates were scaled from a topographic map and have
 FE0692.an estimated accuracy of +/- 6 seconds.
 FE0692
 FE0692.The orthometric height was determined by differential leveling
 FE0692.and adjusted by the National Geodetic Survey in June 1991..
 FE0692
 FE0692.The geoid height was determined by GEOID03.
 FE0692
 FE0692.The dynamic height is computed by dividing the NAVD 88
 FE0692.geopotential number by the normal gravity value computed on the
 FE0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0692.degrees latitude (g = 980.6199 gals.).
 FE0692
 FE0692.The modeled gravity was interpolated from observed gravity values.
 FE0692
 FE0692;                    North         East    Units  Estimated Accuracy
 FE0692;SPC TN       -   178,480.      350,790.      MT  (+/- 180 meters Scaled)
 FE0692
 FE0692                          SUPERSEDED SURVEY CONTROL
 FE0692
 FE0692  NGVD 29 (??/??/??)  138.253  (m)          453.59   (f) ADJUSTED    1 2
 FE0692
 FE0692.Superseded values are not recommended for survey control.
 FE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0692.See file dsdata.txt to determine how the superseded data were derived.
 FE0692
 FE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE410754(NAD 83)
 FE0692_MARKER: DB = BENCH MARK DISK
 FE0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0692_SP_SET: PIER
 FE0692_STAMPING: G 66 1935
 FE0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0692+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0692
 FE0692  HISTORY     - Date     Condition        Report By
 FE0692  HISTORY     - 1935     MONUMENTED       CGS
 FE0692  HISTORY     - 1948     GOOD             CGS
 FE0692  HISTORY     - 20020914 GOOD             USACE
 FE0692
 FE0692                          STATION DESCRIPTION
 FE0692
 FE0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0692'0.7 MI S FROM MILAN.
 FE0692'ABOUT 0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0692'FROM THE STATION AT MILAN, AT THE OVERPASS OF U.S. HIGHWAY 79
 FE0692'OVER THE TRACKS, 53 YARDS NORTH OF MILE POST C 449, SET
 FE0692'VERTICALLY IN THE EAST FACE AT ABOUT THE CENTER OF THE
 FE0692'SOUTHWEST CONCRETE PIER OF THE OVERPASS, 6.6 FEET WEST OF THE
 FE0692'WEST RAIL OF THE MAIN TRACK AND ABOUT 2 FEET ABOVE THE GROUND.
 FE0692
 FE0692                          STATION RECOVERY (2002)
 FE0692
 FE0692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1173 ***********************************************************************
 FE1173  DESIGNATION -  G 67
 FE1173  PID         -  FE1173
 FE1173  STATE/COUNTY-  TN/FAYETTE
 FE1173  USGS QUAD   -  GALLAWAY (1981)
 FE1173
 FE1173                         *CURRENT SURVEY CONTROL
 FE1173  ___________________________________________________________________
 FE1173* NAD 83(1986)-  35 22 28.     (N)    089 34 18.     (W)     SCALED    
 FE1173* NAVD 88     -        97.019  (meters)     318.30   (feet)  ADJUSTED  
 FE1173  ___________________________________________________________________
 FE1173  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1173  DYNAMIC HT  -          96.933 (meters)     318.02  (feet)  COMP
 FE1173  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FE1173
 FE1173  VERT ORDER  -  SECOND    CLASS 0
 FE1173
 FE1173.The horizontal coordinates were scaled from a topographic map and have
 FE1173.an estimated accuracy of +/- 6 seconds.
 FE1173
 FE1173.The orthometric height was determined by differential leveling
 FE1173.and adjusted by the National Geodetic Survey in June 1991..
 FE1173
 FE1173.The geoid height was determined by GEOID03.
 FE1173
 FE1173.The dynamic height is computed by dividing the NAVD 88
 FE1173.geopotential number by the normal gravity value computed on the
 FE1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1173.degrees latitude (g = 980.6199 gals.).
 FE1173
 FE1173.The modeled gravity was interpolated from observed gravity values.
 FE1173
 FE1173;                    North         East    Units  Estimated Accuracy
 FE1173;SPC TN       -   121,430.      275,520.      MT  (+/- 180 meters Scaled)
 FE1173
 FE1173                          SUPERSEDED SURVEY CONTROL
 FE1173
 FE1173  NGVD 29 (??/??/??)   97.004  (m)          318.25   (f) ADJUSTED    2 0
 FE1173
 FE1173.Superseded values are not recommended for survey control.
 FE1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1173.See file dsdata.txt to determine how the superseded data were derived.
 FE1173
 FE1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE663176(NAD 83)
 FE1173_MARKER: DB = BENCH MARK DISK
 FE1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1173_STAMPING: G 67 1935
 FE1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1173+STABILITY: SURFACE MOTION
 FE1173
 FE1173  HISTORY     - Date     Condition        Report By
 FE1173  HISTORY     - 1935     MONUMENTED       CGS
 FE1173  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1173
 FE1173                          STATION DESCRIPTION
 FE1173
 FE1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1173'0.4 MI S FROM BRADEN.
 FE1173'0.4 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1173'THE STATION AT BRADEN, FAYETTE COUNTY, ABOUT 1000 FEET SOUTH OF A
 FE1173'FARMHOUSE, AT A PRIVATE-ROAD CROSSING, 25 FEET NORTH OF THE
 FE1173'CENTERLINE OF THE ROAD, AND 35 FEET EAST OF THE CENTERLINE OF THE
 FE1173'TRACK.  A STANDARD DISK, STAMPED G 67 1935 AND SET IN THE TOP OF
 FE1173'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE1173
 FE1173                          STATION RECOVERY (1963)
 FE1173
 FE1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1751 ***********************************************************************
 FE1751  DESIGNATION -  G 69
 FE1751  PID         -  FE1751
 FE1751  STATE/COUNTY-  TN/TIPTON
 FE1751  USGS QUAD   -  COVINGTON (1983)
 FE1751
 FE1751                         *CURRENT SURVEY CONTROL
 FE1751  ___________________________________________________________________
 FE1751* NAD 83(1986)-  35 30 35.     (N)    089 42 34.     (W)     SCALED    
 FE1751* NAVD 88     -        93.282  (meters)     306.04   (feet)  ADJUSTED  
 FE1751  ___________________________________________________________________
 FE1751  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1751  DYNAMIC HT  -          93.202 (meters)     305.78  (feet)  COMP
 FE1751  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 FE1751
 FE1751  VERT ORDER  -  SECOND    CLASS 0
 FE1751
 FE1751.The horizontal coordinates were scaled from a topographic map and have
 FE1751.an estimated accuracy of +/- 6 seconds.
 FE1751
 FE1751.The orthometric height was determined by differential leveling
 FE1751.and adjusted by the National Geodetic Survey in June 1991..
 FE1751
 FE1751.The geoid height was determined by GEOID03.
 FE1751
 FE1751.The dynamic height is computed by dividing the NAVD 88
 FE1751.geopotential number by the normal gravity value computed on the
 FE1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1751.degrees latitude (g = 980.6199 gals.).
 FE1751
 FE1751.The modeled gravity was interpolated from observed gravity values.
 FE1751
 FE1751;                    North         East    Units  Estimated Accuracy
 FE1751;SPC TN       -   136,900.      263,580.      MT  (+/- 180 meters Scaled)
 FE1751
 FE1751                          SUPERSEDED SURVEY CONTROL
 FE1751
 FE1751  NGVD 29 (??/??/??)   93.312  (m)          306.14   (f) ADJUSTED    2 0
 FE1751
 FE1751.Superseded values are not recommended for survey control.
 FE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1751.See file dsdata.txt to determine how the superseded data were derived.
 FE1751
 FE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE542329(NAD 83)
 FE1751_MARKER: DB = BENCH MARK DISK
 FE1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1751_STAMPING: G 69 1935
 FE1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1751+STABILITY: SURFACE MOTION
 FE1751
 FE1751  HISTORY     - Date     Condition        Report By
 FE1751  HISTORY     - 1935     MONUMENTED       CGS
 FE1751  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1751
 FE1751                          STATION DESCRIPTION
 FE1751
 FE1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1751'2.1 MI N FROM BRIGHTON.
 FE1751'2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1751'STATION AT BRIGHTON, TIPTON COUNTY, 2 RAILS SOUTH OF MILEPOST
 FE1751'358, 90 FEET EAST OF THE CENTER OF THE U.S. HIGHWAY 51, 6 FEET
 FE1751'SOUTH OF THE CENTERLINE OF A FARM-ROAD CROSSING, AND 15 FEET WEST
 FE1751'OF THE TRACK.  A STANDARD DISK, STAMPED G 69 1935 AND SET IN THE
 FE1751'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1455 ***********************************************************************
 FC1455  DESIGNATION -  G 7
 FC1455  PID         -  FC1455
 FC1455  STATE/COUNTY-  TN/COFFEE
 FC1455  USGS QUAD   -  MORRISON (1983)
 FC1455
 FC1455                         *CURRENT SURVEY CONTROL
 FC1455  ___________________________________________________________________
 FC1455* NAD 83(1986)-  35 33 33.     (N)    085 59 18.     (W)     SCALED    
 FC1455* NAVD 88     -       338.861  (meters)    1111.75   (feet)  ADJUSTED  
 FC1455  ___________________________________________________________________
 FC1455  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1455  DYNAMIC HT  -         338.541 (meters)    1110.70  (feet)  COMP
 FC1455  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FC1455
 FC1455  VERT ORDER  -  SECOND    CLASS 0
 FC1455
 FC1455.The horizontal coordinates were scaled from a topographic map and have
 FC1455.an estimated accuracy of +/- 6 seconds.
 FC1455
 FC1455.The orthometric height was determined by differential leveling
 FC1455.and adjusted by the National Geodetic Survey in June 1991..
 FC1455
 FC1455.The geoid height was determined by GEOID03.
 FC1455
 FC1455.The dynamic height is computed by dividing the NAVD 88
 FC1455.geopotential number by the normal gravity value computed on the
 FC1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1455.degrees latitude (g = 980.6199 gals.).
 FC1455
 FC1455.The modeled gravity was interpolated from observed gravity values.
 FC1455
 FC1455;                    North         East    Units  Estimated Accuracy
 FC1455;SPC TN       -   136,010.      601,060.      MT  (+/- 180 meters Scaled)
 FC1455
 FC1455                          SUPERSEDED SURVEY CONTROL
 FC1455
 FC1455  NGVD 29 (??/??/92)  338.864  (m)         1111.76   (f) ADJ UNCH    2 0
 FC1455
 FC1455.Superseded values are not recommended for survey control.
 FC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1455.See file dsdata.txt to determine how the superseded data were derived.
 FC1455
 FC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE916355(NAD 83)
 FC1455_MARKER: DB = BENCH MARK DISK
 FC1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1455_STAMPING: 1112.042 G 7 1930
 FC1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1455+STABILITY: SURFACE MOTION
 FC1455
 FC1455  HISTORY     - Date     Condition        Report By
 FC1455  HISTORY     - 1930     MONUMENTED       CGS
 FC1455  HISTORY     - 1934     GOOD             NGS
 FC1455  HISTORY     - 1956     MARK NOT FOUND   TVA
 FC1455
 FC1455                          STATION DESCRIPTION
 FC1455
 FC1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1455'0.2 MI NE FROM SUMMITVILLE.
 FC1455'0.25 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1455'LOUIS RAILWAY FROM SUMMITVILLE, COFFEE COUNTY, 4 RAILS SOUTHWEST
 FC1455'OF A ROAD CROSSING, 30 FEET NORTHEAST OF POLE 19/15, 20 FEET
 FC1455'NORTHWEST OF THE NORTHWEST RAIL, AND IN LINE WITH A ROW OF POLES.
 FC1455'A STANDARD DISK, STAMPED 1112.042 G 7 1930 AND SET IN THE TOP
 FC1455'OF A CONCRETE POST.
 FC1455
 FC1455                          STATION RECOVERY (1956)
 FC1455
 FC1455'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1956
 FC1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1048 ***********************************************************************
 FE1048  DESIGNATION -  G 72
 FE1048  PID         -  FE1048
 FE1048  STATE/COUNTY-  TN/HARDEMAN
 FE1048  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1048
 FE1048                         *CURRENT SURVEY CONTROL
 FE1048  ___________________________________________________________________
 FE1048* NAD 83(1986)-  35 16 38.     (N)    089 03 01.     (W)     SCALED    
 FE1048* NAVD 88     -       153.545  (meters)     503.76   (feet)  ADJUSTED  
 FE1048  ___________________________________________________________________
 FE1048  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE1048  DYNAMIC HT  -         153.404 (meters)     503.29  (feet)  COMP
 FE1048  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1048
 FE1048  VERT ORDER  -  SECOND    CLASS 0
 FE1048
 FE1048.The horizontal coordinates were scaled from a topographic map and have
 FE1048.an estimated accuracy of +/- 6 seconds.
 FE1048
 FE1048.The orthometric height was determined by differential leveling
 FE1048.and adjusted by the National Geodetic Survey in June 1991..
 FE1048
 FE1048.The geoid height was determined by GEOID03.
 FE1048
 FE1048.The dynamic height is computed by dividing the NAVD 88
 FE1048.geopotential number by the normal gravity value computed on the
 FE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1048.degrees latitude (g = 980.6199 gals.).
 FE1048
 FE1048.The modeled gravity was interpolated from observed gravity values.
 FE1048
 FE1048;                    North         East    Units  Estimated Accuracy
 FE1048;SPC TN       -   109,050.      322,530.      MT  (+/- 180 meters Scaled)
 FE1048
 FE1048                          SUPERSEDED SURVEY CONTROL
 FE1048
 FE1048  NGVD 29 (??/??/??)  153.530  (m)          503.71   (f) ADJUSTED    2 0
 FE1048
 FE1048.Superseded values are not recommended for survey control.
 FE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1048.See file dsdata.txt to determine how the superseded data were derived.
 FE1048
 FE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE135057(NAD 83)
 FE1048_MARKER: DB = BENCH MARK DISK
 FE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1048_STAMPING: G 72 1935
 FE1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1048+STABILITY: SURFACE MOTION
 FE1048
 FE1048  HISTORY     - Date     Condition        Report By
 FE1048  HISTORY     - 1935     MONUMENTED       CGS
 FE1048  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1048
 FE1048                          STATION DESCRIPTION
 FE1048
 FE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1048'3.8 MI W FROM BOLIVAR.
 FE1048'3.8 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1048'PLANT AT BOLIVAR, HARDEMAN COUNTY, AT THE JUNCTION OF A DRIVE
 FE1048'LEADING TO THE LUTHER HADLEY HOUSE IN 1935, 30 FEET SOUTH OF THE
 FE1048'CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTERLINE OF THE
 FE1048'DRIVE, AND 1 FOOT NORTH OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FE1048'G 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1048
 FE1048                          STATION RECOVERY (1987)
 FE1048
 FE1048'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1021 ***********************************************************************
 FE1021  DESIGNATION -  G 73
 FE1021  PID         -  FE1021
 FE1021  STATE/COUNTY-  TN/FAYETTE
 FE1021  USGS QUAD   -  LACONIA (1983)
 FE1021
 FE1021                         *CURRENT SURVEY CONTROL
 FE1021  ___________________________________________________________________
 FE1021* NAD 83(1986)-  35 17 33.     (N)    089 22 16.     (W)     SCALED    
 FE1021* NAVD 88     -       126.711  (meters)     415.72   (feet)  ADJUSTED  
 FE1021  ___________________________________________________________________
 FE1021  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1021  DYNAMIC HT  -         126.596 (meters)     415.34  (feet)  COMP
 FE1021  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 FE1021
 FE1021  VERT ORDER  -  SECOND    CLASS 0
 FE1021
 FE1021.The horizontal coordinates were scaled from a topographic map and have
 FE1021.an estimated accuracy of +/- 6 seconds.
 FE1021
 FE1021.The orthometric height was determined by differential leveling
 FE1021.and adjusted by the National Geodetic Survey in June 1991..
 FE1021
 FE1021.The geoid height was determined by GEOID03.
 FE1021
 FE1021.The dynamic height is computed by dividing the NAVD 88
 FE1021.geopotential number by the normal gravity value computed on the
 FE1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1021.degrees latitude (g = 980.6199 gals.).
 FE1021
 FE1021.The modeled gravity was interpolated from observed gravity values.
 FE1021
 FE1021;                    North         East    Units  Estimated Accuracy
 FE1021;SPC TN       -   111,700.      293,420.      MT  (+/- 180 meters Scaled)
 FE1021
 FE1021                          SUPERSEDED SURVEY CONTROL
 FE1021
 FE1021  NGVD 29 (??/??/??)  126.695  (m)          415.67   (f) ADJUSTED    2 0
 FE1021
 FE1021.Superseded values are not recommended for survey control.
 FE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1021.See file dsdata.txt to determine how the superseded data were derived.
 FE1021
 FE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843080(NAD 83)
 FE1021_MARKER: DB = BENCH MARK DISK
 FE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1021_STAMPING: G 73 1935
 FE1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1021+STABILITY: SURFACE MOTION
 FE1021
 FE1021  HISTORY     - Date     Condition        Report By
 FE1021  HISTORY     - 1935     MONUMENTED       CGS
 FE1021  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1021
 FE1021                          STATION DESCRIPTION
 FE1021
 FE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1021'3.7 MI NW FROM SOMERVILLE.
 FE1021'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1021'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 50 FEET SOUTHWEST OF
 FE1021'THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH, AND 40 FEET
 FE1021'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FE1021'G 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1021
 FE1021                          STATION RECOVERY (2002)
 FE1021
 FE1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0456 ***********************************************************************
 FF0456  DESIGNATION -  G 75
 FF0456  PID         -  FF0456
 FF0456  STATE/COUNTY-  TN/SHELBY
 FF0456  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0456
 FF0456                         *CURRENT SURVEY CONTROL
 FF0456  ___________________________________________________________________
 FF0456* NAD 83(1986)-  35 06 50.     (N)    090 03 43.     (W)     SCALED    
 FF0456* NAVD 88     -        90.749  (meters)     297.73   (feet)  ADJUSTED  
 FF0456  ___________________________________________________________________
 FF0456  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0456  DYNAMIC HT  -          90.666 (meters)     297.46  (feet)  COMP
 FF0456  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FF0456
 FF0456  VERT ORDER  -  FIRST     CLASS I
 FF0456
 FF0456.The horizontal coordinates were scaled from a topographic map and have
 FF0456.an estimated accuracy of +/- 6 seconds.
 FF0456
 FF0456.The orthometric height was determined by differential leveling
 FF0456.and adjusted by the National Geodetic Survey in June 1991..
 FF0456
 FF0456.The geoid height was determined by GEOID03.
 FF0456
 FF0456.The dynamic height is computed by dividing the NAVD 88
 FF0456.geopotential number by the normal gravity value computed on the
 FF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0456.degrees latitude (g = 980.6199 gals.).
 FF0456
 FF0456.The modeled gravity was interpolated from observed gravity values.
 FF0456
 FF0456;                    North         East    Units  Estimated Accuracy
 FF0456;SPC TN       -    94,290.      229,800.      MT  (+/- 180 meters Scaled)
 FF0456
 FF0456                          SUPERSEDED SURVEY CONTROL
 FF0456
 FF0456  NGVD 29 (??/??/??)   90.728  (m)          297.66   (f) ADJUSTED    1 1
 FF0456
 FF0456.Superseded values are not recommended for survey control.
 FF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0456.See file dsdata.txt to determine how the superseded data were derived.
 FF0456
 FF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677896(NAD 83)
 FF0456_MARKER: DB = BENCH MARK DISK
 FF0456_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF0456_SP_SET: BUILDING
 FF0456_STAMPING: G 75 1956
 FF0456_MARK LOGO: CGS   
 FF0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF0456+STABILITY: POSITION/ELEVATION WELL
 FF0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0456+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 FF0456
 FF0456  HISTORY     - Date     Condition        Report By
 FF0456  HISTORY     - 1956     MONUMENTED       CGS
 FF0456  HISTORY     - 1974     GOOD             NGS
 FF0456  HISTORY     - 1976     GOOD             NGS
 FF0456  HISTORY     - 1983     GOOD             NGS
 FF0456  HISTORY     - 19911112 GOOD             NGS
 FF0456  HISTORY     - 19950603 GOOD             TN1620
 FF0456  HISTORY     - 20021029 POOR             USACE
 FF0456
 FF0456                          STATION DESCRIPTION
 FF0456
 FF0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0456'AT MEMPHIS.
 FF0456'AT MEMPHIS, 0.75 MILE SOUTH ALONG FLORIDA STREET FROM THE
 FF0456'INTERSECTION WITH CRUMP BOULEVARD, 125 YARDS NORTH OF THE CENTER
 FF0456'LINE OF TRIGG AVENUE, ABOUT 50 YARDS SOUTH OF THE INTERSECTION
 FF0456'OF FARROW AVENUE LEADING EAST, 23 FEET WEST OF THE CENTER LINE
 FF0456'OF FLORIDA STREET, SET VERTICALLY IN THE EAST FACE OF A 3-STORY
 FF0456'BRICK BUILDING OF THE WABASH DOOR COMPANY, 1 FOOT NORTH OF THE
 FF0456'SOUTHEAST CORNER, 2.2 FEET ABOVE LEVEL OF THE SIDEWALK.
 FF0456
 FF0456                          STATION RECOVERY (1976)
 FF0456
 FF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0456'RECOVERED IN GOOD CONDITION.
 FF0456
 FF0456                          STATION RECOVERY (1983)
 FF0456
 FF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0456'RECOVERED IN GOOD CONDITION.  NOTE, THE MARK IS LOCATED BELOW A SIGN
 FF0456'WHICH IS ATTACHED TO THE BUILDING AND READS, AMERICAN STOVE PRODUCTS,
 FF0456
 FF0456                          STATION RECOVERY (1991)
 FF0456
 FF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0456'IN MEMPHIS, AT THE INTERSECTION OF FARROW AVENUE AND FLORIDA STREET,
 FF0456'SET VERTICALLY IN THE EAST FACE OF THE AMERICAN STOVE PRODUCTS
 FF0456'BUILDING, 44.5 M (146.0 FT) SOUTH OF THE EXTENDED CENTER OF THE
 FF0456'AVENUE, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF THE STREET, 0.8 M
 FF0456'(2.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) NORTH OF
 FF0456'THE SOUTHEAST CORNER OF THE BUILDING.
 FF0456
 FF0456                          STATION RECOVERY (1995)
 FF0456
 FF0456'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0456'RECOVERED IN GOOD CONDITION.
 FF0456
 FF0456                          STATION RECOVERY (2002)
 FF0456
 FF0456'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0456'MARK DESTROYED. BUILKDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0216 ***********************************************************************
 FD0216  DESIGNATION -  G 77
 FD0216  PID         -  FD0216
 FD0216  STATE/COUNTY-  TN/FRANKLIN
 FD0216  USGS QUAD   -  WINCHESTER (1971)
 FD0216
 FD0216                         *CURRENT SURVEY CONTROL
 FD0216  ___________________________________________________________________
 FD0216* NAD 83(1986)-  35 10 54.     (N)    086 06 54.     (W)     SCALED    
 FD0216* NAVD 88     -       293.660  (meters)     963.45   (feet)  ADJUSTED  
 FD0216  ___________________________________________________________________
 FD0216  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0216  DYNAMIC HT  -         293.374 (meters)     962.51  (feet)  COMP
 FD0216  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 FD0216
 FD0216  VERT ORDER  -  FIRST     CLASS II
 FD0216
 FD0216.The horizontal coordinates were scaled from a topographic map and have
 FD0216.an estimated accuracy of +/- 6 seconds.
 FD0216
 FD0216.The orthometric height was determined by differential leveling
 FD0216.and adjusted by the National Geodetic Survey in June 1991..
 FD0216
 FD0216.The geoid height was determined by GEOID03.
 FD0216
 FD0216.The dynamic height is computed by dividing the NAVD 88
 FD0216.geopotential number by the normal gravity value computed on the
 FD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0216.degrees latitude (g = 980.6199 gals.).
 FD0216
 FD0216.The modeled gravity was interpolated from observed gravity values.
 FD0216
 FD0216;                    North         East    Units  Estimated Accuracy
 FD0216;SPC TN       -    94,130.      589,530.      MT  (+/- 180 meters Scaled)
 FD0216
 FD0216                          SUPERSEDED SURVEY CONTROL
 FD0216
 FD0216  NGVD 29 (??/??/92)  293.634  (m)          963.36   (f) ADJ UNCH    1 2
 FD0216
 FD0216.Superseded values are not recommended for survey control.
 FD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0216.See file dsdata.txt to determine how the superseded data were derived.
 FD0216
 FD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED805935(NAD 83)
 FD0216_MARKER: DB = BENCH MARK DISK
 FD0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0216_SP_SET: BUILDING
 FD0216_STAMPING: G 77 1934
 FD0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0216
 FD0216  HISTORY     - Date     Condition        Report By
 FD0216  HISTORY     - 1934     MONUMENTED       CGS
 FD0216  HISTORY     - 1949     GOOD             NGS
 FD0216  HISTORY     - 1965     GOOD             TVA
 FD0216
 FD0216                          STATION DESCRIPTION
 FD0216
 FD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0216'AT WINCHESTER.
 FD0216'AT WINCHESTER, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FD0216'OFFSET OF THE SOUTHEAST WALL OF THE NASHVILLE, CHATTANOOGA AND
 FD0216'ST. LOUIS RAILWAY STATION, AT THE EAST CORNER OF THE OFF-SET,
 FD0216'1 1/2 FEET SOUTHWEST OF THE EAST CORNER AND 4 FEET ABOVE THE
 FD0216'TRACK.
 FD0216
 FD0216                          STATION RECOVERY (1965)
 FD0216
 FD0216'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1374 ***********************************************************************
 GB1374  DESIGNATION -  G 78
 GB1374  PID         -  GB1374
 GB1374  STATE/COUNTY-  TN/PICKETT
 GB1374  USGS QUAD   -  MOODYVILLE (1962)
 GB1374
 GB1374                         *CURRENT SURVEY CONTROL
 GB1374  ___________________________________________________________________
 GB1374* NAD 83(1986)-  36 34 24.     (N)    085 02 40.     (W)     SCALED    
 GB1374* NAVD 88     -       273.935  (meters)     898.74   (feet)  ADJUSTED  
 GB1374  ___________________________________________________________________
 GB1374  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB1374  DYNAMIC HT  -         273.698 (meters)     897.96  (feet)  COMP
 GB1374  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GB1374
 GB1374  VERT ORDER  -  SECOND    CLASS 0
 GB1374
 GB1374.The horizontal coordinates were scaled from a topographic map and have
 GB1374.an estimated accuracy of +/- 6 seconds.
 GB1374
 GB1374.The orthometric height was determined by differential leveling
 GB1374.and adjusted by the National Geodetic Survey in June 1991..
 GB1374
 GB1374.The geoid height was determined by GEOID03.
 GB1374
 GB1374.The dynamic height is computed by dividing the NAVD 88
 GB1374.geopotential number by the normal gravity value computed on the
 GB1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1374.degrees latitude (g = 980.6199 gals.).
 GB1374
 GB1374.The modeled gravity was interpolated from observed gravity values.
 GB1374
 GB1374;                    North         East    Units  Estimated Accuracy
 GB1374;SPC TN       -   248,950.      685,530.      MT  (+/- 180 meters Scaled)
 GB1374
 GB1374                          SUPERSEDED SURVEY CONTROL
 GB1374
 GB1374  NGVD 29 (??/??/92)  274.060  (m)          899.15   (f) ADJ UNCH    2 0
 GB1374
 GB1374.Superseded values are not recommended for survey control.
 GB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1374.See file dsdata.txt to determine how the superseded data were derived.
 GB1374
 GB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF749493(NAD 83)
 GB1374_MARKER: DB = BENCH MARK DISK
 GB1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1374_STAMPING: G 78 1935 899.145
 GB1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1374+STABILITY: SURFACE MOTION
 GB1374
 GB1374  HISTORY     - Date     Condition        Report By
 GB1374  HISTORY     - 1935     MONUMENTED       CGS
 GB1374  HISTORY     - 1951     GOOD             NGS
 GB1374  HISTORY     - 1958     GOOD             NGS
 GB1374
 GB1374                          STATION DESCRIPTION
 GB1374
 GB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1374'2.4 MI W FROM FORBUS.
 GB1374'ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST
 GB1374'OFFICE AT FORBUS, 19 1/2 FEET EAST OF CENTER LINE OF HIGHWAY,
 GB1374'104 FEET NORTH OF NORTH END OF EAST HEAD WALL OF A 15-FOOT
 GB1374'CONCRETE BRIDGE OVER HOLBERT CREEK, 69 FEET SOUTH OF A FENCE LINE
 GB1374'EAST, 22 FEET SOUTH OF A 9-INCH MULBERRY TREE, 19 1/2 FEET
 GB1374'NORTH OF AN 18-INCH APPLE TREE, 1 1/2 FEET NORTH OF A WHITE
 GB1374'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET
 GB1374'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB1374
 GB1374                          STATION RECOVERY (1958)
 GB1374
 GB1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0240 ***********************************************************************
 GC0240  DESIGNATION -  G 79
 GC0240  PID         -  GC0240
 GC0240  STATE/COUNTY-  TN/WILSON
 GC0240  USGS QUAD   -  ALEXANDRIA (1983)
 GC0240
 GC0240                         *CURRENT SURVEY CONTROL
 GC0240  ___________________________________________________________________
 GC0240* NAD 83(1986)-  36 05 17.     (N)    086 06 05.     (W)     SCALED    
 GC0240* NAVD 88     -       233.348  (meters)     765.58   (feet)  ADJUSTED  
 GC0240  ___________________________________________________________________
 GC0240  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0240  DYNAMIC HT  -         233.147 (meters)     764.92  (feet)  COMP
 GC0240  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC0240
 GC0240  VERT ORDER  -  SECOND    CLASS 0
 GC0240
 GC0240.The horizontal coordinates were scaled from a topographic map and have
 GC0240.an estimated accuracy of +/- 6 seconds.
 GC0240
 GC0240.The orthometric height was determined by differential leveling
 GC0240.and adjusted by the National Geodetic Survey in June 1991..
 GC0240
 GC0240.The geoid height was determined by GEOID03.
 GC0240
 GC0240.The dynamic height is computed by dividing the NAVD 88
 GC0240.geopotential number by the normal gravity value computed on the
 GC0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0240.degrees latitude (g = 980.6199 gals.).
 GC0240
 GC0240.The modeled gravity was interpolated from observed gravity values.
 GC0240
 GC0240;                    North         East    Units  Estimated Accuracy
 GC0240;SPC TN       -   194,690.      590,870.      MT  (+/- 180 meters Scaled)
 GC0240
 GC0240                          SUPERSEDED SURVEY CONTROL
 GC0240
 GC0240  NGVD 29 (??/??/92)  233.400  (m)          765.75   (f) ADJ UNCH    2 0
 GC0240
 GC0240.Superseded values are not recommended for survey control.
 GC0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0240.See file dsdata.txt to determine how the superseded data were derived.
 GC0240
 GC0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE809940(NAD 83)
 GC0240_MARKER: DB = BENCH MARK DISK
 GC0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0240_STAMPING: G 79 1935
 GC0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0240+STABILITY: SURFACE MOTION
 GC0240
 GC0240  HISTORY     - Date     Condition        Report By
 GC0240  HISTORY     - 1935     MONUMENTED       CGS
 GC0240
 GC0240                          STATION DESCRIPTION
 GC0240
 GC0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0240'1.8 MI E FROM WATERTOWN.
 GC0240'1.8 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0240'WATERTOWN, WILSON COUNTY, 160 YARDS NORTHWEST OF THE HOME OF TOM
 GC0240'ALLISON IN 1935, 23.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 GC0240'HIGHWAY, 2 FEET SOUTHWEST OF A WIRE FENCE, AND ABOUT 2 FEET HIGHER
 GC0240'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 79 1935 AND SET IN THE
 GC0240'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1006 ***********************************************************************
 FC1006  DESIGNATION -  G 8
 FC1006  PID         -  FC1006
 FC1006  STATE/COUNTY-  TN/CUMBERLAND
 FC1006  USGS QUAD   -  CROSSVILLE (1982)
 FC1006
 FC1006                         *CURRENT SURVEY CONTROL
 FC1006  ___________________________________________________________________
 FC1006* NAD 83(1986)-  35 57 15.     (N)    085 06 57.     (W)     SCALED    
 FC1006* NAVD 88     -       581.238  (meters)    1906.94   (feet)  ADJUSTED  
 FC1006  ___________________________________________________________________
 FC1006  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FC1006  DYNAMIC HT  -         580.693 (meters)    1905.16  (feet)  COMP
 FC1006  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC1006
 FC1006  VERT ORDER  -  SECOND    CLASS 0
 FC1006
 FC1006.The horizontal coordinates were scaled from a topographic map and have
 FC1006.an estimated accuracy of +/- 6 seconds.
 FC1006
 FC1006.The orthometric height was determined by differential leveling
 FC1006.and adjusted by the National Geodetic Survey in June 1991..
 FC1006
 FC1006.The geoid height was determined by GEOID03.
 FC1006
 FC1006.The dynamic height is computed by dividing the NAVD 88
 FC1006.geopotential number by the normal gravity value computed on the
 FC1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1006.degrees latitude (g = 980.6199 gals.).
 FC1006
 FC1006.The modeled gravity was interpolated from observed gravity values.
 FC1006
 FC1006;                    North         East    Units  Estimated Accuracy
 FC1006;SPC TN       -   180,190.      679,760.      MT  (+/- 180 meters Scaled)
 FC1006
 FC1006                          SUPERSEDED SURVEY CONTROL
 FC1006
 FC1006  NGVD 29 (??/??/92)  581.290  (m)         1907.12   (f) ADJ UNCH    2 0
 FC1006
 FC1006.Superseded values are not recommended for survey control.
 FC1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1006.See file dsdata.txt to determine how the superseded data were derived.
 FC1006
 FC1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE699805(NAD 83)
 FC1006_MARKER: DB = BENCH MARK DISK
 FC1006_SETTING: 66 = SET IN ROCK OUTCROP
 FC1006_SP_SET: ROCK LEDGE
 FC1006_STAMPING: 1907.286 G 8 1931
 FC1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1006+STABILITY: POSITION/ELEVATION WELL
 FC1006
 FC1006  HISTORY     - Date     Condition        Report By
 FC1006  HISTORY     - 1931     MONUMENTED       CGS
 FC1006  HISTORY     - 1934     GOOD             NGS
 FC1006  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC1006
 FC1006                          STATION DESCRIPTION
 FC1006
 FC1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1006'AT POMONA.
 FC1006'AT POMONA, CUMBERLAND COUNTY, ON U.S. HIGHWAY 70 A, 98 YARDS
 FC1006'EAST OF THE METHODIST EPISCOPAL CHURCH, 70 YARDS EAST OF A LARGE
 FC1006'OAK TREE ON THE NORTH SIDE OF THE HIGHWAY, 49 FEET NORTH OF THE
 FC1006'CENTERLINE OF THE HIGHWAY, AND IN A PROMINENT ROCK LEDGE, AND 12
 FC1006'FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED 1907.286 G
 FC1006'8 1931.
 FC1006
 FC1006                          STATION RECOVERY (1980)
 FC1006
 FC1006'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1812 ***********************************************************************
 GB1812  DESIGNATION -  G 80
 GB1812  PID         -  GB1812
 GB1812  STATE/COUNTY-  TN/MACON
 GB1812  USGS QUAD   -  WILLETTE (1968)
 GB1812
 GB1812                         *CURRENT SURVEY CONTROL
 GB1812  ___________________________________________________________________
 GB1812* NAD 83(1986)-  36 29 16.     (N)    085 52 28.     (W)     SCALED    
 GB1812* NAVD 88     -       310.906  (meters)    1020.03   (feet)  POSTED    
 GB1812  ___________________________________________________________________
 GB1812  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB1812  DYNAMIC HT  -         310.640 (meters)    1019.16  (feet)  COMP
 GB1812  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GB1812
 GB1812  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1812
 GB1812.The horizontal coordinates were scaled from a topographic map and have
 GB1812.an estimated accuracy of +/- 6 seconds.
 GB1812
 GB1812.The orthometric height was determined by differential leveling
 GB1812.and adjusted by the National Geodetic Survey in 1992..
 GB1812.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1812.rate of 0.0 thru 1.0 mm/km.
 GB1812
 GB1812.The geoid height was determined by GEOID03.
 GB1812
 GB1812.The dynamic height is computed by dividing the NAVD 88
 GB1812.geopotential number by the normal gravity value computed on the
 GB1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1812.degrees latitude (g = 980.6199 gals.).
 GB1812
 GB1812.The modeled gravity was interpolated from observed gravity values.
 GB1812
 GB1812;                    North         East    Units  Estimated Accuracy
 GB1812;SPC TN       -   239,050.      611,250.      MT  (+/- 180 meters Scaled)
 GB1812
 GB1812                          SUPERSEDED SURVEY CONTROL
 GB1812
 GB1812  NGVD 29 (??/??/92)  310.998  (m)         1020.33   (f) ADJ UNCH    2 0
 GB1812
 GB1812.Superseded values are not recommended for survey control.
 GB1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1812.See file dsdata.txt to determine how the superseded data were derived.
 GB1812
 GB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF008386(NAD 83)
 GB1812_MARKER: DB = BENCH MARK DISK
 GB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1812_STAMPING: G 80 1935
 GB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1812+STABILITY: SURFACE MOTION
 GB1812
 GB1812  HISTORY     - Date     Condition        Report By
 GB1812  HISTORY     - 1935     MONUMENTED       CGS
 GB1812  HISTORY     - 1967     MARK NOT FOUND   USGS
 GB1812
 GB1812                          STATION DESCRIPTION
 GB1812
 GB1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1812'3.5 MI SW FROM RED BOILING SPRINGS.
 GB1812'3.5 MILES SOUTHWEST ALONG STATE HIGHWAYS 52 AND 56 FROM RED BOILING
 GB1812'SPRINGS, MACON COUNTY, 25 YARDS SOUTH OF A GENERAL STORE OWNED IN
 GB1812'1935 BY S.W. KEMP, 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1812'2.5 FEET EAST OF A PICKET FENCE, AND 0.5 FOOT HIGHER THAN THE
 GB1812'HIGHWAY.  A STANDARD DISK, STAMPED G 80 1935 AND SET IN THE TOP
 GB1812'OF A CONCRETE POST.
 GB1812
 GB1812                          STATION RECOVERY (1967)
 GB1812
 GB1812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GB1812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0223 ***********************************************************************
 GC0223  DESIGNATION -  G 83
 GC0223  PID         -  GC0223
 GC0223  STATE/COUNTY-  TN/TROUSDALE
 GC0223  USGS QUAD   -  HARTSVILLE (1994)
 GC0223
 GC0223                         *CURRENT SURVEY CONTROL
 GC0223  ___________________________________________________________________
 GC0223* NAD 83(1986)-  36 23 22.     (N)    086 08 58.     (W)     SCALED    
 GC0223* NAVD 88     -       155.344  (meters)     509.66   (feet)  ADJUSTED  
 GC0223  ___________________________________________________________________
 GC0223  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0223  DYNAMIC HT  -         155.217 (meters)     509.24  (feet)  COMP
 GC0223  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GC0223
 GC0223  VERT ORDER  -  SECOND    CLASS 0
 GC0223
 GC0223.The horizontal coordinates were scaled from a topographic map and have
 GC0223.an estimated accuracy of +/- 6 seconds.
 GC0223
 GC0223.The orthometric height was determined by differential leveling
 GC0223.and adjusted by the National Geodetic Survey in June 1991..
 GC0223
 GC0223.The geoid height was determined by GEOID03.
 GC0223
 GC0223.The dynamic height is computed by dividing the NAVD 88
 GC0223.geopotential number by the normal gravity value computed on the
 GC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0223.degrees latitude (g = 980.6199 gals.).
 GC0223
 GC0223.The modeled gravity was interpolated from observed gravity values.
 GC0223
 GC0223;                    North         East    Units  Estimated Accuracy
 GC0223;SPC TN       -   228,140.      586,590.      MT  (+/- 180 meters Scaled)
 GC0223
 GC0223                          SUPERSEDED SURVEY CONTROL
 GC0223
 GC0223  NGVD 29 (??/??/92)  155.419  (m)          509.90   (f) ADJ UNCH    2 0
 GC0223
 GC0223.Superseded values are not recommended for survey control.
 GC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0223.See file dsdata.txt to determine how the superseded data were derived.
 GC0223
 GC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF762274(NAD 83)
 GC0223_MARKER: DB = BENCH MARK DISK
 GC0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0223_STAMPING: G 83 1935
 GC0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0223+STABILITY: SURFACE MOTION
 GC0223
 GC0223  HISTORY     - Date     Condition        Report By
 GC0223  HISTORY     - 1935     MONUMENTED       CGS
 GC0223  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0223
 GC0223                          STATION DESCRIPTION
 GC0223
 GC0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0223'1 MI W FROM HARTSVILLE.
 GC0223'1.0 MILE EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0223'HARTSVILLE, TROUSDALE COUNTY, 29 YARDS EAST OF THE NORTHWEST
 GC0223'CORNER OF A MEADOW ON THE RUSSEL WRIGHT ESTATE, 22.5 FEET SOUTH
 GC0223'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A BOARD
 GC0223'FENCE, AND 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GC0223'STAMPED G 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0223
 GC0223                          STATION RECOVERY (2001)
 GC0223
 GC0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0223'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0223'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0158 ***********************************************************************
 GC0158  DESIGNATION -  G 85
 GC0158  PID         -  GC0158
 GC0158  STATE/COUNTY-  TN/WILSON
 GC0158  USGS QUAD   -  MARTHA (1975)
 GC0158
 GC0158                         *CURRENT SURVEY CONTROL
 GC0158  ___________________________________________________________________
 GC0158* NAD 83(1986)-  36 11 34.     (N)    086 29 18.     (W)     SCALED    
 GC0158* NAVD 88     -       166.060  (meters)     544.82   (feet)  ADJUSTED  
 GC0158  ___________________________________________________________________
 GC0158  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0158  DYNAMIC HT  -         165.920 (meters)     544.36  (feet)  COMP
 GC0158  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC0158
 GC0158  VERT ORDER  -  SECOND    CLASS 0
 GC0158
 GC0158.The horizontal coordinates were scaled from a topographic map and have
 GC0158.an estimated accuracy of +/- 6 seconds.
 GC0158
 GC0158.The orthometric height was determined by differential leveling
 GC0158.and adjusted by the National Geodetic Survey in June 1991..
 GC0158
 GC0158.The geoid height was determined by GEOID03.
 GC0158
 GC0158.The dynamic height is computed by dividing the NAVD 88
 GC0158.geopotential number by the normal gravity value computed on the
 GC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0158.degrees latitude (g = 980.6199 gals.).
 GC0158
 GC0158.The modeled gravity was interpolated from observed gravity values.
 GC0158
 GC0158;                    North         East    Units  Estimated Accuracy
 GC0158;SPC TN       -   206,420.      556,080.      MT  (+/- 180 meters Scaled)
 GC0158
 GC0158                          SUPERSEDED SURVEY CONTROL
 GC0158
 GC0158  NGVD 29 (??/??/92)  166.110  (m)          544.98   (f) ADJ UNCH    2 0
 GC0158
 GC0158.Superseded values are not recommended for survey control.
 GC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0158.See file dsdata.txt to determine how the superseded data were derived.
 GC0158
 GC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF460054(NAD 83)
 GC0158_MARKER: DB = BENCH MARK DISK
 GC0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0158_STAMPING: G 85 1935
 GC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0158+STABILITY: SURFACE MOTION
 GC0158
 GC0158  HISTORY     - Date     Condition        Report By
 GC0158  HISTORY     - 1935     MONUMENTED       CGS
 GC0158  HISTORY     - 1960     GOOD             NGS
 GC0158
 GC0158                          STATION DESCRIPTION
 GC0158
 GC0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0158'1.8 MI E FROM MOUNT JULIET.
 GC0158'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0158'ON A PAVED ROAD, THEN 1.8 MILES EAST ON THE TENNESSEE CENTRAL
 GC0158'RAILWAY TO A PRIVATE ROAD CROSSING.  THE BENCH MARK IS 44 FT.
 GC0158'EAST OF A TELEPHONE POLE, 27 FT. NORTHWEST OF THE CENTER OF THE
 GC0158'ROAD CROSSING, 26 FT. SOUTH OF A FENCE, 21.6 FT. NORTH OF THE
 GC0158'NORTH RAIL, AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GC0158'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL
 GC0158'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0146 ***********************************************************************
 GC0146  DESIGNATION -  G 86
 GC0146  PID         -  GC0146
 GC0146  STATE/COUNTY-  TN/SUMNER
 GC0146  USGS QUAD   -  BETHPAGE (1994)
 GC0146
 GC0146                         *CURRENT SURVEY CONTROL
 GC0146  ___________________________________________________________________
 GC0146* NAD 83(1986)-  36 26 40.     (N)    086 20 10.     (W)     SCALED    
 GC0146* NAVD 88     -       156.276  (meters)     512.72   (feet)  POSTED    
 GC0146  ___________________________________________________________________
 GC0146  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0146  DYNAMIC HT  -         156.150 (meters)     512.30  (feet)  COMP
 GC0146  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GC0146
 GC0146  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0146
 GC0146.The horizontal coordinates were scaled from a topographic map and have
 GC0146.an estimated accuracy of +/- 6 seconds.
 GC0146
 GC0146.The orthometric height was determined by differential leveling
 GC0146.and adjusted by the National Geodetic Survey in 1992..
 GC0146.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0146.rate of 2.1 thru 3.0 mm/km.
 GC0146
 GC0146.The geoid height was determined by GEOID03.
 GC0146
 GC0146.The dynamic height is computed by dividing the NAVD 88
 GC0146.geopotential number by the normal gravity value computed on the
 GC0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0146.degrees latitude (g = 980.6199 gals.).
 GC0146
 GC0146.The modeled gravity was interpolated from observed gravity values.
 GC0146
 GC0146;                    North         East    Units  Estimated Accuracy
 GC0146;SPC TN       -   234,280.      569,870.      MT  (+/- 180 meters Scaled)
 GC0146
 GC0146                          SUPERSEDED SURVEY CONTROL
 GC0146
 GC0146  NGVD 29 (??/??/92)  156.385  (m)          513.07   (f) ADJ UNCH    2 0
 GC0146
 GC0146.Superseded values are not recommended for survey control.
 GC0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0146.See file dsdata.txt to determine how the superseded data were derived.
 GC0146
 GC0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF594334(NAD 83)
 GC0146_MARKER: DB = BENCH MARK DISK
 GC0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0146_STAMPING: G 86 1935
 GC0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0146+STABILITY: SURFACE MOTION
 GC0146
 GC0146  HISTORY     - Date     Condition        Report By
 GC0146  HISTORY     - 1935     MONUMENTED       CGS
 GC0146  HISTORY     - 1950     GOOD             NGS
 GC0146
 GC0146                          STATION DESCRIPTION
 GC0146
 GC0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0146'AT ROGANA.
 GC0146'AT ROGANA, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0146'RAILROAD, 41 YARDS NORTHEAST OF THE NORTHEAST END OF THE STATION,
 GC0146'44 YARDS WEST OF THE WEST END OF A STOCK PEN, 26 FEET SOUTH OF
 GC0146'THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GC0146'STAMPED G 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0434 ***********************************************************************
 GC0434  DESIGNATION -  G 87
 GC0434  PID         -  GC0434
 GC0434  STATE/COUNTY-  TN/ROBERTSON
 GC0434  USGS QUAD   -  GREENBRIER (1981)
 GC0434
 GC0434                         *CURRENT SURVEY CONTROL
 GC0434  ___________________________________________________________________
 GC0434* NAD 83(1986)-  36 23 19.     (N)    086 46 16.     (W)     SCALED    
 GC0434* NAVD 88     -       211.173  (meters)     692.82   (feet)  ADJUSTED  
 GC0434  ___________________________________________________________________
 GC0434  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0434  DYNAMIC HT  -         210.993 (meters)     692.23  (feet)  COMP
 GC0434  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GC0434
 GC0434  VERT ORDER  -  SECOND    CLASS 0
 GC0434
 GC0434.The horizontal coordinates were scaled from a topographic map and have
 GC0434.an estimated accuracy of +/- 6 seconds.
 GC0434
 GC0434.The orthometric height was determined by differential leveling
 GC0434.and adjusted by the National Geodetic Survey in June 1991..
 GC0434
 GC0434.The geoid height was determined by GEOID03.
 GC0434
 GC0434.The dynamic height is computed by dividing the NAVD 88
 GC0434.geopotential number by the normal gravity value computed on the
 GC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0434.degrees latitude (g = 980.6199 gals.).
 GC0434
 GC0434.The modeled gravity was interpolated from observed gravity values.
 GC0434
 GC0434;                    North         East    Units  Estimated Accuracy
 GC0434;SPC TN       -   228,310.      530,820.      MT  (+/- 180 meters Scaled)
 GC0434
 GC0434                          SUPERSEDED SURVEY CONTROL
 GC0434
 GC0434  NGVD 29 (??/??/92)  211.211  (m)          692.95   (f) ADJ UNCH    2 0
 GC0434
 GC0434.Superseded values are not recommended for survey control.
 GC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0434.See file dsdata.txt to determine how the superseded data were derived.
 GC0434
 GC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF205270(NAD 83)
 GC0434_MARKER: DB = BENCH MARK DISK
 GC0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0434_STAMPING: G 87 1935
 GC0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0434+STABILITY: SURFACE MOTION
 GC0434
 GC0434  HISTORY     - Date     Condition        Report By
 GC0434  HISTORY     - 1935     MONUMENTED       CGS
 GC0434  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0434  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0434
 GC0434                          STATION DESCRIPTION
 GC0434
 GC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0434'AT RIDGETOP.
 GC0434'AT RIDGETOP, ROBERTSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0434'RAILROAD, 112 YARDS SOUTHEAST OF THE STATION, 32 FEET NORTHWEST
 GC0434'OF A SWITCHBOX, 15 FEET WEST OF THE WEST RAIL, AND 0.5 FOOT
 GC0434'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0434'G 87 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ALL
 GC0434'THE AREA ALONG THE WEST SIDE OF THE TRACK WAS BELOW THE
 GC0434'TRACKS.  PERHAPS IT WAS LEVELED OFF AFTER THE BENCH MARK WAS SET.
 GC0434
 GC0434                          STATION RECOVERY (1961)
 GC0434
 GC0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0324 ***********************************************************************
 FF0324  DESIGNATION -  G 88
 FF0324  PID         -  FF0324
 FF0324  STATE/COUNTY-  TN/SHELBY
 FF0324  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0324
 FF0324                         *CURRENT SURVEY CONTROL
 FF0324  ___________________________________________________________________
 FF0324* NAD 83(1986)-  35 12 42.     (N)    090 01 54.     (W)     SCALED    
 FF0324* NAVD 88     -        80.284  (meters)     263.40   (feet)  ADJUSTED  
 FF0324  ___________________________________________________________________
 FF0324  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0324  DYNAMIC HT  -          80.211 (meters)     263.16  (feet)  COMP
 FF0324  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FF0324
 FF0324  VERT ORDER  -  FIRST     CLASS I
 FF0324
 FF0324.The horizontal coordinates were scaled from a topographic map and have
 FF0324.an estimated accuracy of +/- 6 seconds.
 FF0324
 FF0324.The orthometric height was determined by differential leveling
 FF0324.and adjusted by the National Geodetic Survey in June 1991..
 FF0324
 FF0324.The geoid height was determined by GEOID03.
 FF0324
 FF0324.The dynamic height is computed by dividing the NAVD 88
 FF0324.geopotential number by the normal gravity value computed on the
 FF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0324.degrees latitude (g = 980.6199 gals.).
 FF0324
 FF0324.The modeled gravity was interpolated from observed gravity values.
 FF0324
 FF0324;                    North         East    Units  Estimated Accuracy
 FF0324;SPC TN       -   105,010.      233,010.      MT  (+/- 180 meters Scaled)
 FF0324
 FF0324                          SUPERSEDED SURVEY CONTROL
 FF0324
 FF0324  NGVD 29 (??/??/??)   80.239  (m)          263.25   (f) ADJUSTED    1 1
 FF0324
 FF0324.Superseded values are not recommended for survey control.
 FF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0324.See file dsdata.txt to determine how the superseded data were derived.
 FF0324
 FF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV702005(NAD 83)
 FF0324_MARKER: DB = BENCH MARK DISK
 FF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0324_STAMPING: G 88 1957
 FF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0324+STABILITY: SURFACE MOTION
 FF0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0324+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0324
 FF0324  HISTORY     - Date     Condition        Report By
 FF0324  HISTORY     - 1957     MONUMENTED       CGS
 FF0324  HISTORY     - 1974     GOOD             NGS
 FF0324  HISTORY     - 19941212 GOOD             TN1620
 FF0324  HISTORY     - 20021022 GOOD             USACE
 FF0324
 FF0324                          STATION DESCRIPTION
 FF0324
 FF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0324'AT FRAYSER.
 FF0324'AT FRAYSER, 0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE
 FF0324'OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD, 94 FEET NORTHEAST
 FF0324'OF THE JUNCTION OF MARSH ROAD AND U.S. HIGHWAY 51 WITH MARSH
 FF0324'ROAD LEADING WEST, 52 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FF0324'51, 77.8 FEET SOUTH OF POWER POLE 52148, 1.5 FEET NORTH OF THE
 FF0324'NORTHWEST CORNER OF A BRICK WALL AROUND MARQUE SIGN SOUTHGATE
 FF0324'SHOPPING CENTER, 2 FEET EAST OF THE EAST EDGE OF SIDEWALK, 1
 FF0324'FOOT ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 FF0324'THE GROUND.
 FF0324
 FF0324                          STATION RECOVERY (1994)
 FF0324
 FF0324'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0324'RECOVERED IN GOOD CONDITION.
 FF0324
 FF0324                          STATION RECOVERY (2002)
 FF0324
 FF0324'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1630 ***********************************************************************
 FE1630  DESIGNATION -  G 89
 FE1630  PID         -  FE1630
 FE1630  STATE/COUNTY-  TN/LAUDERDALE
 FE1630  USGS QUAD   -  GOLDDUST (1983)
 FE1630
 FE1630                         *CURRENT SURVEY CONTROL
 FE1630  ___________________________________________________________________
 FE1630* NAD 83(1986)-  35 38 17.     (N)    089 48 13.     (W)     SCALED    
 FE1630* NAVD 88     -        79.581  (meters)     261.09   (feet)  ADJUSTED  
 FE1630  ___________________________________________________________________
 FE1630  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1630  DYNAMIC HT  -          79.514 (meters)     260.87  (feet)  COMP
 FE1630  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 FE1630
 FE1630  VERT ORDER  -  FIRST     CLASS II
 FE1630
 FE1630.The horizontal coordinates were scaled from a topographic map and have
 FE1630.an estimated accuracy of +/- 6 seconds.
 FE1630
 FE1630.The orthometric height was determined by differential leveling
 FE1630.and adjusted by the National Geodetic Survey in June 1991..
 FE1630
 FE1630.The geoid height was determined by GEOID03.
 FE1630
 FE1630.The dynamic height is computed by dividing the NAVD 88
 FE1630.geopotential number by the normal gravity value computed on the
 FE1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1630.degrees latitude (g = 980.6199 gals.).
 FE1630
 FE1630.The modeled gravity was interpolated from observed gravity values.
 FE1630
 FE1630;                    North         East    Units  Estimated Accuracy
 FE1630;SPC TN       -   151,450.      255,600.      MT  (+/- 180 meters Scaled)
 FE1630
 FE1630                          SUPERSEDED SURVEY CONTROL
 FE1630
 FE1630  NGVD 29 (??/??/??)   79.548  (m)          260.98   (f) ADJUSTED    1 2
 FE1630
 FE1630.Superseded values are not recommended for survey control.
 FE1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1630.See file dsdata.txt to determine how the superseded data were derived.
 FE1630
 FE1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE461474(NAD 83)
 FE1630_MARKER: DB = BENCH MARK DISK
 FE1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1630_STAMPING: G 89 1957
 FE1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1630+STABILITY: SURFACE MOTION
 FE1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1630+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1630
 FE1630  HISTORY     - Date     Condition        Report By
 FE1630  HISTORY     - 1957     MONUMENTED       CGS
 FE1630  HISTORY     - 20020807 GOOD             USACE
 FE1630
 FE1630                          STATION DESCRIPTION
 FE1630
 FE1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1630'5.3 MI NE FROM FULTON.
 FE1630'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1630'AT FULTON, ABOUT 1.1 MILE NORTHEAST OF THE JUNCTION OF A GRADED
 FE1630'ROAD LEADING NORTHWEST AND THE TRADING POST STORE, 37 1/2 FEET
 FE1630'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 130 YARDS
 FE1630'SOUTHEAST OF THE E.A. FOWLER RESIDENCE, 39 FEET WEST-NORTHWEST
 FE1630'OF THE CENTER OF THE JUNCTION OF HIGHWAY AND A DRIVEWAY LEADING
 FE1630'NORTHWEST, 28 1/2 FEET EAST OF THE EAST CORNER OF A SMALL WELL
 FE1630'HOUSE, 15 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY, 5 FEET
 FE1630'SOUTHEAST OF A POWER LINE POLE, 1 FOOT SOUTHWEST OF A FENCE LINE,
 FE1630'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1630'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FE1630
 FE1630                          STATION RECOVERY (2002)
 FE1630
 FE1630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0499 ***********************************************************************
 FD0499  DESIGNATION -  G 9
 FD0499  PID         -  FD0499
 FD0499  STATE/COUNTY-  TN/MAURY
 FD0499  USGS QUAD   -  CARTERS CREEK (1982)
 FD0499
 FD0499                         *CURRENT SURVEY CONTROL
 FD0499  ___________________________________________________________________
 FD0499* NAD 83(1986)-  35 44 40.     (N)    086 58 06.     (W)     SCALED    
 FD0499* NAVD 88     -       212.183  (meters)     696.14   (feet)  ADJUSTED  
 FD0499  ___________________________________________________________________
 FD0499  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD0499  DYNAMIC HT  -         211.995 (meters)     695.52  (feet)  COMP
 FD0499  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0499
 FD0499  VERT ORDER  -  FIRST     CLASS II
 FD0499
 FD0499.The horizontal coordinates were scaled from a topographic map and have
 FD0499.an estimated accuracy of +/- 6 seconds.
 FD0499
 FD0499.The orthometric height was determined by differential leveling
 FD0499.and adjusted by the National Geodetic Survey in June 1991..
 FD0499
 FD0499.The geoid height was determined by GEOID03.
 FD0499
 FD0499.The dynamic height is computed by dividing the NAVD 88
 FD0499.geopotential number by the normal gravity value computed on the
 FD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0499.degrees latitude (g = 980.6199 gals.).
 FD0499
 FD0499.The modeled gravity was interpolated from observed gravity values.
 FD0499
 FD0499;                    North         East    Units  Estimated Accuracy
 FD0499;SPC TN       -   157,000.      512,420.      MT  (+/- 180 meters Scaled)
 FD0499
 FD0499                          SUPERSEDED SURVEY CONTROL
 FD0499
 FD0499  NGVD 29 (??/??/92)  212.158  (m)          696.05   (f) ADJ UNCH    1 2
 FD0499
 FD0499.Superseded values are not recommended for survey control.
 FD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0499.See file dsdata.txt to determine how the superseded data were derived.
 FD0499
 FD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE028556(NAD 83)
 FD0499_MARKER: DB = BENCH MARK DISK
 FD0499_SETTING: 66 = SET IN ROCK OUTCROP
 FD0499_SP_SET: ROCK LEDGE
 FD0499_STAMPING: 696.285 G 9 1931
 FD0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0499+STABILITY: POSITION/ELEVATION WELL
 FD0499
 FD0499  HISTORY     - Date     Condition        Report By
 FD0499  HISTORY     - 1931     MONUMENTED       CGS
 FD0499  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0499
 FD0499                          STATION DESCRIPTION
 FD0499
 FD0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FD0499'1.9 MI SW FROM SPRING HILL.
 FD0499'1.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0499'FROM SPRING HILL, MAURY COUNTY, 62 RAILS NORTH OF THE STATION
 FD0499'AT KLEBURNE, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 FD0499'TRACK, AND IN A ROCK LEDGE.  A STANDARD DISK, STAMPED 696.285
 FD0499'G 9 1931.
 FD0499
 FD0499                          STATION RECOVERY (1984)
 FD0499
 FD0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0499'SEARCHED FOR BUT NOT RECOVERED, POSSIBLE RAILROAD INTERFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0279 ***********************************************************************
 FF0279  DESIGNATION -  G 91
 FF0279  PID         -  FF0279
 FF0279  STATE/COUNTY-  TN/SHELBY
 FF0279  USGS QUAD   -  LOCKE (1970)
 FF0279
 FF0279                         *CURRENT SURVEY CONTROL
 FF0279  ___________________________________________________________________
 FF0279* NAD 83(1986)-  35 21 37.     (N)    090 01 54.     (W)     SCALED    
 FF0279* NAVD 88     -       127.272  (meters)     417.56   (feet)  ADJUSTED  
 FF0279  ___________________________________________________________________
 FF0279  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0279  DYNAMIC HT  -         127.159 (meters)     417.19  (feet)  COMP
 FF0279  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FF0279
 FF0279  VERT ORDER  -  FIRST     CLASS II
 FF0279
 FF0279.The horizontal coordinates were scaled from a topographic map and have
 FF0279.an estimated accuracy of +/- 6 seconds.
 FF0279
 FF0279.The orthometric height was determined by differential leveling
 FF0279.and adjusted by the National Geodetic Survey in June 1991..
 FF0279
 FF0279.The geoid height was determined by GEOID03.
 FF0279
 FF0279.The dynamic height is computed by dividing the NAVD 88
 FF0279.geopotential number by the normal gravity value computed on the
 FF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0279.degrees latitude (g = 980.6199 gals.).
 FF0279
 FF0279.The modeled gravity was interpolated from observed gravity values.
 FF0279
 FF0279;                    North         East    Units  Estimated Accuracy
 FF0279;SPC TN       -   121,490.      233,690.      MT  (+/- 180 meters Scaled)
 FF0279
 FF0279                          SUPERSEDED SURVEY CONTROL
 FF0279
 FF0279  NGVD 29 (??/??/??)  127.238  (m)          417.45   (f) ADJUSTED    1 2
 FF0279
 FF0279.Superseded values are not recommended for survey control.
 FF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0279.See file dsdata.txt to determine how the superseded data were derived.
 FF0279
 FF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV697170(NAD 83)
 FF0279_MARKER: DB = BENCH MARK DISK
 FF0279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0279_SP_SET: 32 FEET
 FF0279_STAMPING: G 91 1957
 FF0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0279+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0279
 FF0279  HISTORY     - Date     Condition        Report By
 FF0279  HISTORY     - 1957     MONUMENTED       CGS
 FF0279  HISTORY     - 20021021 GOOD             USACE
 FF0279
 FF0279                          STATION DESCRIPTION
 FF0279
 FF0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0279'5.4 MI NW FROM LOCKE.
 FF0279'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0279'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 FF0279'THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD, THENCE
 FF0279'1.15 MILES NORTHEAST ALONG AN ASPHALT ROAD, NEAR THE JUNCTION
 FF0279'OF AN ASPHALT ROAD LEADING EAST, 96 FEET EAST-NORTHEAST AND
 FF0279'ACROSS THE BLACK TOP ROAD EAST FROM THE CENTER LINE OF THE
 FF0279'NORTHWEST-SOUTHEAST BLACK TOP ROAD, 112 FEET EAST OF THE CENTER
 FF0279'OF THE JUNCTION OF THE ROADS, 32 FEET NORTH OF THE CENTER LINE
 FF0279'OF THE ROAD LEADING EAST, 40 FEET WEST OF A 16-INCH THORN TREE,
 FF0279'13 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 8 INCH OAK TREE,
 FF0279'1 FOOT WEST OF A WHITE CONCRETE WITNESS POST, 3 FEET ABOVE THE
 FF0279'LEVEL OF THE ROAD EAST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 FF0279'NORTHEAST-SOUTHWEST ROAD, A DISK ON TOP OF A COPPER COATED STEEL
 FF0279'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH TILE PROJECTING
 FF0279'1 1/2 INCH ABOVE THE GROUND.  ROD DRIVEN TO A DEPTH OF 32 FEET.
 FF0279
 FF0279                          STATION RECOVERY (2002)
 FF0279
 FF0279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1566 ***********************************************************************
 FE1566  DESIGNATION -  G 92
 FE1566  PID         -  FE1566
 FE1566  STATE/COUNTY-  TN/LAUDERDALE
 FE1566  USGS QUAD   -  OPEN LAKE (1983)
 FE1566
 FE1566                         *CURRENT SURVEY CONTROL
 FE1566  ___________________________________________________________________
 FE1566* NAD 83(1986)-  35 50 58.     (N)    089 41 40.     (W)     SCALED    
 FE1566* NAVD 88     -        77.387  (meters)     253.89   (feet)  ADJUSTED  
 FE1566  ___________________________________________________________________
 FE1566  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE1566  DYNAMIC HT  -          77.322 (meters)     253.68  (feet)  COMP
 FE1566  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1566
 FE1566  VERT ORDER  -  FIRST     CLASS II
 FE1566
 FE1566.The horizontal coordinates were scaled from a topographic map and have
 FE1566.an estimated accuracy of +/- 6 seconds.
 FE1566
 FE1566.The orthometric height was determined by differential leveling
 FE1566.and adjusted by the National Geodetic Survey in June 1991..
 FE1566
 FE1566.The geoid height was determined by GEOID03.
 FE1566
 FE1566.The dynamic height is computed by dividing the NAVD 88
 FE1566.geopotential number by the normal gravity value computed on the
 FE1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1566.degrees latitude (g = 980.6199 gals.).
 FE1566
 FE1566.The modeled gravity was interpolated from observed gravity values.
 FE1566
 FE1566;                    North         East    Units  Estimated Accuracy
 FE1566;SPC TN       -   174,510.      266,360.      MT  (+/- 180 meters Scaled)
 FE1566
 FE1566                          SUPERSEDED SURVEY CONTROL
 FE1566
 FE1566  NGVD 29 (??/??/??)   77.340  (m)          253.74   (f) ADJUSTED    1 2
 FE1566
 FE1566.Superseded values are not recommended for survey control.
 FE1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1566.See file dsdata.txt to determine how the superseded data were derived.
 FE1566
 FE1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE566706(NAD 83)
 FE1566_MARKER: DB = BENCH MARK DISK
 FE1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1566_STAMPING: G 92 1957
 FE1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1566+STABILITY: SURFACE MOTION
 FE1566
 FE1566  HISTORY     - Date     Condition        Report By
 FE1566  HISTORY     - 1957     MONUMENTED       CGS
 FE1566  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1566
 FE1566                          STATION DESCRIPTION
 FE1566
 FE1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1566'4.4 MI SE FROM BARR.
 FE1566'4.35 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1566'STORE AND POST OFFICE AT BARR, 34 FEET NORTHEAST OF THE CENTER
 FE1566'LINE OF THE ROAD, 89 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 FE1566'EAST CORNER OF A FRAME HOUSE ON STILTS, 73 FEET SOUTH OF THE
 FE1566'SOUTH CORNER OF A BARN, 82 FEET SOUTHEAST OF A WELL PUMP, 9 FEET
 FE1566'WEST OF ANOTHER WELL PUMP, 2 FEET WEST OF A FENCE CORNER, 1 FOOT
 FE1566'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1566'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FE1566
 FE1566                          STATION RECOVERY (2002)
 FE1566
 FE1566'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1566'SUSPECTED DESTROYED, AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1319 ***********************************************************************
 FE1319  DESIGNATION -  G 93
 FE1319  PID         -  FE1319
 FE1319  STATE/COUNTY-  TN/TIPTON
 FE1319  USGS QUAD   -  DRUMMONDS (1983)
 FE1319
 FE1319                         *CURRENT SURVEY CONTROL
 FE1319  ___________________________________________________________________
 FE1319* NAD 83(1986)-  35 27 11.     (N)    089 53 01.     (W)     SCALED    
 FE1319* NAVD 88     -       131.611  (meters)     431.79   (feet)  ADJUSTED  
 FE1319  ___________________________________________________________________
 FE1319  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1319  DYNAMIC HT  -         131.495 (meters)     431.41  (feet)  COMP
 FE1319  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FE1319
 FE1319  VERT ORDER  -  FIRST     CLASS I
 FE1319
 FE1319.The horizontal coordinates were scaled from a topographic map and have
 FE1319.an estimated accuracy of +/- 6 seconds.
 FE1319
 FE1319.The orthometric height was determined by differential leveling
 FE1319.and adjusted by the National Geodetic Survey in June 1991..
 FE1319
 FE1319.The geoid height was determined by GEOID03.
 FE1319
 FE1319.The dynamic height is computed by dividing the NAVD 88
 FE1319.geopotential number by the normal gravity value computed on the
 FE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1319.degrees latitude (g = 980.6199 gals.).
 FE1319
 FE1319.The modeled gravity was interpolated from observed gravity values.
 FE1319
 FE1319;                    North         East    Units  Estimated Accuracy
 FE1319;SPC TN       -   131,230.      247,540.      MT  (+/- 180 meters Scaled)
 FE1319
 FE1319                          SUPERSEDED SURVEY CONTROL
 FE1319
 FE1319  NGVD 29 (??/??/??)  131.586  (m)          431.71   (f) ADJUSTED    1 1
 FE1319
 FE1319.Superseded values are not recommended for survey control.
 FE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1319.See file dsdata.txt to determine how the superseded data were derived.
 FE1319
 FE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE382271(NAD 83)
 FE1319_MARKER: DB = BENCH MARK DISK
 FE1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1319_STAMPING: G 93 1957
 FE1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1319+STABILITY: SURFACE MOTION
 FE1319
 FE1319  HISTORY     - Date     Condition        Report By
 FE1319  HISTORY     - 1957     MONUMENTED       CGS
 FE1319  HISTORY     - 1974     GOOD             NGS
 FE1319  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1319
 FE1319                          STATION DESCRIPTION
 FE1319
 FE1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1319'4 MI W FROM MUNFORD.
 FE1319'ABOUT 4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1319'PRESBYTERIAN CHURCH AT MUNFORD, ALSO 0.7 MILE SOUTHEAST OF THE
 FE1319'JUNCTION WITH AN ASPHALT ROAD LEADING NORTH TO RANDOLPH,
 FE1319'0.15 MILE WEST OF A LARGE NEW WATER TOWER ON THE NORTH SIDE OF
 FE1319'ROAD (POPLAR GROVE), 0.15 MILE WEST OF THE JUNCTION WITH A
 FE1319'PAVED ROAD LEADING SOUTH TO WILKINSVILLE, 81 FEET SOUTHEAST OF A
 FE1319'POWER POLE BEARING A TRANSFORMER, 27 1/2 FEET SOUTHWEST OF THE
 FE1319'CENTER LINE OF THE ASPHALT ROAD, 44 FEET SOUTHEAST OF THE CENTER
 FE1319'LINE OF A DIRT DRIVEWAY, 2 1/2 FEET SOUTHEAST OF A CORNER POST,
 FE1319'1 FOOT NORTHEAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 FE1319'POST AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1319
 FE1319                          STATION RECOVERY (2002)
 FE1319
 FE1319'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1721 ***********************************************************************
 FE1721  DESIGNATION -  G 94
 FE1721  PID         -  FE1721
 FE1721  STATE/COUNTY-  TN/LAUDERDALE
 FE1721  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1721
 FE1721                         *CURRENT SURVEY CONTROL
 FE1721  ___________________________________________________________________
 FE1721* NAD 83(1986)-  35 38 05.     (N)    089 36 05.     (W)     SCALED    
 FE1721* NAVD 88     -        77.782  (meters)     255.19   (feet)  ADJUSTED  
 FE1721  ___________________________________________________________________
 FE1721  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1721  DYNAMIC HT  -          77.717 (meters)     254.98  (feet)  COMP
 FE1721  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 FE1721
 FE1721  VERT ORDER  -  FIRST     CLASS I
 FE1721
 FE1721.The horizontal coordinates were scaled from a topographic map and have
 FE1721.an estimated accuracy of +/- 6 seconds.
 FE1721
 FE1721.The orthometric height was determined by differential leveling
 FE1721.and adjusted by the National Geodetic Survey in June 1991..
 FE1721
 FE1721.The geoid height was determined by GEOID03.
 FE1721
 FE1721.The dynamic height is computed by dividing the NAVD 88
 FE1721.geopotential number by the normal gravity value computed on the
 FE1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1721.degrees latitude (g = 980.6199 gals.).
 FE1721
 FE1721.The modeled gravity was interpolated from observed gravity values.
 FE1721
 FE1721;                    North         East    Units  Estimated Accuracy
 FE1721;SPC TN       -   150,390.      273,880.      MT  (+/- 180 meters Scaled)
 FE1721
 FE1721                          SUPERSEDED SURVEY CONTROL
 FE1721
 FE1721  NGVD 29 (??/??/??)   77.747  (m)          255.07   (f) ADJUSTED    1 1
 FE1721
 FE1721.Superseded values are not recommended for survey control.
 FE1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1721.See file dsdata.txt to determine how the superseded data were derived.
 FE1721
 FE1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE644465(NAD 83)
 FE1721_MARKER: P = PIPE CAP
 FE1721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1721_STAMPING: G 94 1957
 FE1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1721
 FE1721  HISTORY     - Date     Condition        Report By
 FE1721  HISTORY     - 1957     MONUMENTED       CGS
 FE1721  HISTORY     - 1974     GOOD             NGS
 FE1721
 FE1721                          STATION DESCRIPTION
 FE1721
 FE1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1721'3 MI SW FROM HENNING.
 FE1721'ABOUT 3.05 MILES SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1721'THE CITY HALL AT HENNING, ALSO, 5.45 MILES NORTHEAST OF THE
 FE1721'RAILROAD STATION AT COVINGTON, ABOUT 0.25 MILE NORTHEAST OF
 FE1721'MILEPOST 347, AT THE NORTHEAST END OF A LONG TRESTLE, 27 FEET
 FE1721'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 34 FEET
 FE1721'WEST-SOUTHWEST OF THE NORTH CORNER OF TRESTLE, 29 FEET SOUTHWEST
 FE1721'OF A TELEPHONE POLE, 29 FEET SOUTHEAST OF A 12-INCH ASH TREE
 FE1721'BEARING A WITNESS TAG.  A C AND GS DISK WELDED ON TOP OF A 2 1/2
 FE1721'INCH IRON PIPE PROJECTING 7-INCHES AND 12 FEET BELOW LEVEL OF THE
 FE1721'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0907 ***********************************************************************
 GD0907  DESIGNATION -  G 95
 GD0907  PID         -  GD0907
 GD0907  STATE/COUNTY-  TN/DYER
 GD0907  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0907
 GD0907                         *CURRENT SURVEY CONTROL
 GD0907  ___________________________________________________________________
 GD0907* NAD 83(1986)-  36 00 05.     (N)    089 38 45.     (W)     SCALED    
 GD0907* NAVD 88     -        79.536  (meters)     260.94   (feet)  ADJUSTED  
 GD0907  ___________________________________________________________________
 GD0907  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0907  DYNAMIC HT  -          79.470 (meters)     260.73  (feet)  COMP
 GD0907  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GD0907
 GD0907  VERT ORDER  -  FIRST     CLASS II
 GD0907
 GD0907.The horizontal coordinates were scaled from a topographic map and have
 GD0907.an estimated accuracy of +/- 6 seconds.
 GD0907
 GD0907.The orthometric height was determined by differential leveling
 GD0907.and adjusted by the National Geodetic Survey in June 1991..
 GD0907
 GD0907.The geoid height was determined by GEOID03.
 GD0907
 GD0907.The dynamic height is computed by dividing the NAVD 88
 GD0907.geopotential number by the normal gravity value computed on the
 GD0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0907.degrees latitude (g = 980.6199 gals.).
 GD0907
 GD0907.The modeled gravity was interpolated from observed gravity values.
 GD0907
 GD0907;                    North         East    Units  Estimated Accuracy
 GD0907;SPC TN       -   191,190.      271,380.      MT  (+/- 180 meters Scaled)
 GD0907
 GD0907                          SUPERSEDED SURVEY CONTROL
 GD0907
 GD0907  NGVD 29 (??/??/??)   79.479  (m)          260.76   (f) ADJUSTED    1 2
 GD0907
 GD0907.Superseded values are not recommended for survey control.
 GD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0907.See file dsdata.txt to determine how the superseded data were derived.
 GD0907
 GD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE615873(NAD 83)
 GD0907_MARKER: DB = BENCH MARK DISK
 GD0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0907_SP_SET: BRIDGE
 GD0907_STAMPING: G 95 1957
 GD0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0907
 GD0907  HISTORY     - Date     Condition        Report By
 GD0907  HISTORY     - 1957     MONUMENTED       CGS
 GD0907  HISTORY     - 20020717 POOR             USACE
 GD0907
 GD0907                          STATION DESCRIPTION
 GD0907
 GD0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0907'2.4 MI E FROM MIDWAY.
 GD0907'ABOUT 2.4 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0907'BAPTIST CHURCH AT MIDWAY, IN THE TOP OF THE SOUTHEAST END OF
 GD0907'SOUTHEAST CONCRETE WING WALL OF EAST ABUTMENT AT EAST END OF
 GD0907'APPROACH TO OBION RIVER BRIDGE, 11 FEET SOUTH OF CENTER LINE OF
 GD0907'ROAD, 3/4 FEET NORTHWEST OF SOUTHEAST END OF WING WALL AND 1 FOOT
 GD0907'BELOW LEVEL OF ROAD.
 GD0907
 GD0907                          STATION RECOVERY (2002)
 GD0907
 GD0907'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0907'MARK DESTROYED. BRIDGE HAS BEEN REPLACED WITH NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0875 ***********************************************************************
 GD0875  DESIGNATION -  G 96
 GD0875  PID         -  GD0875
 GD0875  STATE/COUNTY-  TN/DYER
 GD0875  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0875
 GD0875                         *CURRENT SURVEY CONTROL
 GD0875  ___________________________________________________________________
 GD0875* NAD 83(1986)-  36 06 54.     (N)    089 34 29.     (W)     SCALED    
 GD0875* NAVD 88     -        83.862  (meters)     275.14   (feet)  ADJUSTED  
 GD0875  ___________________________________________________________________
 GD0875  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0875  DYNAMIC HT  -          83.792 (meters)     274.91  (feet)  COMP
 GD0875  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD0875
 GD0875  VERT ORDER  -  FIRST     CLASS II
 GD0875
 GD0875.The horizontal coordinates were scaled from a topographic map and have
 GD0875.an estimated accuracy of +/- 6 seconds.
 GD0875
 GD0875.The orthometric height was determined by differential leveling
 GD0875.and adjusted by the National Geodetic Survey in June 1991..
 GD0875
 GD0875.The geoid height was determined by GEOID03.
 GD0875
 GD0875.The dynamic height is computed by dividing the NAVD 88
 GD0875.geopotential number by the normal gravity value computed on the
 GD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0875.degrees latitude (g = 980.6199 gals.).
 GD0875
 GD0875.The modeled gravity was interpolated from observed gravity values.
 GD0875
 GD0875;                    North         East    Units  Estimated Accuracy
 GD0875;SPC TN       -   203,550.      278,240.      MT  (+/- 180 meters Scaled)
 GD0875
 GD0875                          SUPERSEDED SURVEY CONTROL
 GD0875
 GD0875  NGVD 29 (??/??/??)   83.791  (m)          274.90   (f) ADJUSTED    1 2
 GD0875
 GD0875.Superseded values are not recommended for survey control.
 GD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0875.See file dsdata.txt to determine how the superseded data were derived.
 GD0875
 GD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682997(NAD 83)
 GD0875_MARKER: DB = BENCH MARK DISK
 GD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0875_STAMPING: G 96 1957
 GD0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0875+STABILITY: SURFACE MOTION
 GD0875
 GD0875  HISTORY     - Date     Condition        Report By
 GD0875  HISTORY     - 1957     MONUMENTED       CGS
 GD0875  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0875
 GD0875                          STATION DESCRIPTION
 GD0875
 GD0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0875'3.2 MI S FROM TENNEMO.
 GD0875'ABOUT 3.2 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF
 GD0875'LEVEE FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO, ON THE
 GD0875'OUTSIDE OF A CURVE IN LEVEE WITH TANGENTS EXTENDING NORTH AND
 GD0875'EAST, ABOUT 0.15 MILE WEST ALONG LEVEE FROM THE JUNCTION OF A
 GD0875'NORTH-SOUTH LEVEE, 22 FEET SOUTHWEST OF CENTER LINE OF LEVEE
 GD0875'ROAD, 18 FEET SOUTHEAST OF CENTER LINE OF A DIM ROAD LEADING
 GD0875'SOUTHWEST FROM LEVEE, 3 FEET EAST OF A CONCRETE WITNESS POST,
 GD0875'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0875'PROJECTING 4 INCHES.
 GD0875
 GD0875                          STATION RECOVERY (2002)
 GD0875
 GD0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0939 ***********************************************************************
 GA0939  CBN         -  This is a Cooperative Base Network Control Station.
 GA0939  DESIGNATION -  G 97
 GA0939  PID         -  GA0939
 GA0939  STATE/COUNTY-  TN/WASHINGTON
 GA0939  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0939
 GA0939                         *CURRENT SURVEY CONTROL
 GA0939  ___________________________________________________________________
 GA0939* NAD 83(1995)-  36 22 58.68618(N)    082 37 01.03378(W)     ADJUSTED  
 GA0939* NAVD 88     -       543.935  (meters)    1784.56   (feet)  ADJUSTED  
 GA0939  ___________________________________________________________________
 GA0939  X           -     660,670.516 (meters)                     COMP
 GA0939  Y           -  -5,098,693.070 (meters)                     COMP
 GA0939  Z           -   3,762,791.186 (meters)                     COMP
 GA0939  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GA0939  ELLIP HEIGHT-         512.40  (meters)          (08/03/04) GPS OBS
 GA0939  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0939  DYNAMIC HT  -         543.423 (meters)    1782.88  (feet)  COMP
 GA0939  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 GA0939
 GA0939  HORZ ORDER  -  A
 GA0939  VERT ORDER  -  SECOND    CLASS 0
 GA0939  ELLP ORDER  -  FOURTH    CLASS I
 GA0939
 GA0939.The horizontal coordinates were established by GPS observations
 GA0939.and adjusted by the National Geodetic Survey in August 2004..
 GA0939
 GA0939.The orthometric height was determined by differential leveling
 GA0939.and adjusted by the National Geodetic Survey in June 1991..
 GA0939.WARNING-GPS observations at this control monument resulted in a GPS
 GA0939.derived orthometric height which differed from the leveled height by
 GA0939.more than one decimeter (0.1 meter).
 GA0939
 GA0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0939
 GA0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0939
 GA0939.The ellipsoidal height was determined by GPS observations
 GA0939.and is referenced to NAD 83.
 GA0939
 GA0939.The geoid height was determined by GEOID03.
 GA0939
 GA0939.The dynamic height is computed by dividing the NAVD 88
 GA0939.geopotential number by the normal gravity value computed on the
 GA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0939.degrees latitude (g = 980.6199 gals.).
 GA0939
 GA0939.The modeled gravity was interpolated from observed gravity values.
 GA0939
 GA0939;                    North         East     Units Scale Factor Converg.
 GA0939;SPC TN       -   232,655.165   903,484.102   MT  0.99999420   +1 58 50.1
 GA0939;SPC TN       -   763,302.82  2,964,180.76   sFT  0.99999420   +1 58 50.1
 GA0939;UTM  17      - 4,027,640.710   354,969.903   MT  0.99985915   -0 57 33.5
 GA0939
 GA0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0939!SPC TN       -   0.99991959  x   0.99999420  =   0.99991379
 GA0939!UTM  17      -   0.99991959  x   0.99985915  =   0.99977875
 GA0939
 GA0939                          SUPERSEDED SURVEY CONTROL
 GA0939
 GA0939  NGVD 29 (??/??/92)  544.074  (m)         1785.02   (f) ADJ UNCH    2 0
 GA0939
 GA0939.Superseded values are not recommended for survey control.
 GA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0939.See file dsdata.txt to determine how the superseded data were derived.
 GA0939
 GA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5497027641(NAD 83)
 GA0939_MARKER: DB = BENCH MARK DISK
 GA0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0939_STAMPING: G 97 1935
 GA0939_MARK LOGO: CGS   
 GA0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0939+STABILITY: SURFACE MOTION
 GA0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0939+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA0939
 GA0939  HISTORY     - Date     Condition        Report By
 GA0939  HISTORY     - 1935     MONUMENTED       CGS
 GA0939  HISTORY     - 1935     GOOD             NGS
 GA0939  HISTORY     - 20031010 GOOD             TNDT
 GA0939
 GA0939                          STATION DESCRIPTION
 GA0939
 GA0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0939'3.1 MI S FROM FALL BRANCH.
 GA0939'3.1 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0939'FALL BRANCH, WASHINGTON COUNTY, 45 YARDS NORTHWEST OF THE CENTER
 GA0939'OF THE INTERSECTION OF STATE HIGHWAY 93, 30 YARDS NORTH OF THE
 GA0939'F.M. MC CREY STORE AND SERVICE STATION, 33 FEET NORTH OF THE
 GA0939'CENTERLINE OF STATE HIGHWAY 81, AND LEVEL WITH THE HIGHWAY.  A
 GA0939'STANDARD DISK, STAMPED G 97 1935 AND SET IN THE TOP OF A CONCRETE
 GA0939'POST.
 GA0939
 GA0939                          STATION RECOVERY (2003)
 GA0939
 GA0939'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA0939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0940 ***********************************************************************
 GA0940  DESIGNATION -  G 98
 GA0940  PID         -  GA0940
 GA0940  STATE/COUNTY-  TN/WASHINGTON
 GA0940  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0940
 GA0940                         *CURRENT SURVEY CONTROL
 GA0940  ___________________________________________________________________
 GA0940* NAD 83(1986)-  36 22 54.     (N)    082 36 58.     (W)     SCALED    
 GA0940* NAVD 88     -       548.267  (meters)    1798.77   (feet)  ADJUSTED  
 GA0940  ___________________________________________________________________
 GA0940  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0940  DYNAMIC HT  -         547.751 (meters)    1797.08  (feet)  COMP
 GA0940  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 GA0940
 GA0940  VERT ORDER  -  SECOND    CLASS 0
 GA0940
 GA0940.The horizontal coordinates were scaled from a topographic map and have
 GA0940.an estimated accuracy of +/- 6 seconds.
 GA0940
 GA0940.The orthometric height was determined by differential leveling
 GA0940.and adjusted by the National Geodetic Survey in June 1991..
 GA0940
 GA0940.The geoid height was determined by GEOID03.
 GA0940
 GA0940.The dynamic height is computed by dividing the NAVD 88
 GA0940.geopotential number by the normal gravity value computed on the
 GA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0940.degrees latitude (g = 980.6199 gals.).
 GA0940
 GA0940.The modeled gravity was interpolated from observed gravity values.
 GA0940
 GA0940;                    North         East    Units  Estimated Accuracy
 GA0940;SPC TN       -   232,510.      903,570.      MT  (+/- 180 meters Scaled)
 GA0940
 GA0940                          SUPERSEDED SURVEY CONTROL
 GA0940
 GA0940  NGVD 29 (??/??/92)  548.406  (m)         1799.23   (f) ADJ UNCH    2 0
 GA0940
 GA0940.Superseded values are not recommended for survey control.
 GA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0940.See file dsdata.txt to determine how the superseded data were derived.
 GA0940
 GA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA550274(NAD 83)
 GA0940_MARKER: DB = BENCH MARK DISK
 GA0940_SETTING: 66 = SET IN ROCK OUTCROP
 GA0940_SP_SET: ROCK OUTCROP
 GA0940_STAMPING: G 98 1935
 GA0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0940+STABILITY: POSITION/ELEVATION WELL
 GA0940
 GA0940  HISTORY     - Date     Condition        Report By
 GA0940  HISTORY     - 1935     MONUMENTED       CGS
 GA0940  HISTORY     - 1935     GOOD             NGS
 GA0940
 GA0940                          STATION DESCRIPTION
 GA0940
 GA0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0940'3.2 MI S FROM FALL BRANCH.
 GA0940'3.2 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0940'FALL BRANCH, WASHINGTON COUNTY, 130 YARDS SOUTHEAST OF THE
 GA0940'INTERSECTION OF STATE HIGHWAY 93, 50 YARDS SOUTH OF THE INTERSECTION
 GA0940'OF A ROAD, 40 YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29
 GA0940'YARDS SOUTHWEST OF A WIRE FENCE, 33 FEET SOUTH OF A 6-INCH CEDAR
 GA0940'TREE, IN THE TOP OF A ROCK OUTCROP, AND 6 FEET HIGHER THAN THE
 GA0940'HIGHWAY.  A STANDARD DISK, STAMPED G 98 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0876 ***********************************************************************
 GA0876  DESIGNATION -  G 99
 GA0876  PID         -  GA0876
 GA0876  STATE/COUNTY-  TN/GREENE
 GA0876  USGS QUAD   -  MOSHEIM (1971)
 GA0876
 GA0876                         *CURRENT SURVEY CONTROL
 GA0876  ___________________________________________________________________
 GA0876* NAD 83(1986)-  36 14 36.     (N)    082 54 24.     (W)     SCALED    
 GA0876* NAVD 88     -       360.061  (meters)    1181.30   (feet)  ADJUSTED  
 GA0876  ___________________________________________________________________
 GA0876  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0876  DYNAMIC HT  -         359.726 (meters)    1180.20  (feet)  COMP
 GA0876  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 GA0876
 GA0876  VERT ORDER  -  SECOND    CLASS 0
 GA0876
 GA0876.The horizontal coordinates were scaled from a topographic map and have
 GA0876.an estimated accuracy of +/- 6 seconds.
 GA0876
 GA0876.The orthometric height was determined by differential leveling
 GA0876.and adjusted by the National Geodetic Survey in June 1991..
 GA0876
 GA0876.The geoid height was determined by GEOID03.
 GA0876
 GA0876.The dynamic height is computed by dividing the NAVD 88
 GA0876.geopotential number by the normal gravity value computed on the
 GA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0876.degrees latitude (g = 980.6199 gals.).
 GA0876
 GA0876.The modeled gravity was interpolated from observed gravity values.
 GA0876
 GA0876;                    North         East    Units  Estimated Accuracy
 GA0876;SPC TN       -   216,310.      877,990.      MT  (+/- 180 meters Scaled)
 GA0876
 GA0876                          SUPERSEDED SURVEY CONTROL
 GA0876
 GA0876  NGVD 29 (??/??/92)  360.202  (m)         1181.76   (f) ADJ UNCH    2 0
 GA0876
 GA0876.Superseded values are not recommended for survey control.
 GA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0876.See file dsdata.txt to determine how the superseded data were derived.
 GA0876
 GA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA286126(NAD 83)
 GA0876_MARKER: DB = BENCH MARK DISK
 GA0876_SETTING: 66 = SET IN ROCK OUTCROP
 GA0876_SP_SET: ROCK OUTCROP
 GA0876_STAMPING: G 99 1935
 GA0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0876+STABILITY: POSITION/ELEVATION WELL
 GA0876
 GA0876  HISTORY     - Date     Condition        Report By
 GA0876  HISTORY     - 1935     MONUMENTED       CGS
 GA0876  HISTORY     - 1950     GOOD             TVA
 GA0876
 GA0876                          STATION DESCRIPTION
 GA0876
 GA0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0876'AT ALBANY.
 GA0876'AT ALBANY, GREENE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 GA0876'70 AND THE LOCUST SPRING ROAD, 115 FEET SOUTH OF THE ROAD,
 GA0876'75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 GA0876'A ROCK OUTCROP, LEVEL WITH THE HIGHWAY, 80 FEET EAST SOUTHEAST
 GA0876'OF THE CENTERLINE OF WOODEN BRIDGE AND 3.3 FEET EAST OF STEEL
 GA0876'WITNESS POST.  A STANDARD DISK, STAMPED G 99 1935.
 GA0876
 GA0876                          STATION RECOVERY (1950)
 GA0876
 GA0876'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2393 ***********************************************************************
 FE2393  DESIGNATION -  GADSDEN
 FE2393  PID         -  FE2393
 FE2393  STATE/COUNTY-  TN/CROCKETT
 FE2393  USGS QUAD   -  HUMBOLDT (1981)
 FE2393
 FE2393                         *CURRENT SURVEY CONTROL
 FE2393  ___________________________________________________________________
 FE2393* NAD 83(1995)-  35 46 58.23478(N)    088 59 00.49515(W)     ADJUSTED  
 FE2393* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2393  ___________________________________________________________________
 FE2393  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2393  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE2393
 FE2393  HORZ ORDER  -  THIRD
 FE2393
 FE2393.The horizontal coordinates were established by classical geodetic methods
 FE2393.and adjusted by the National Geodetic Survey in April 1999..
 FE2393
 FE2393.The orthometric height was scaled from a topographic map.
 FE2393
 FE2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2393
 FE2393.The geoid height was determined by GEOID03.
 FE2393
 FE2393;                    North         East     Units Scale Factor Converg.
 FE2393;SPC TN       -   164,932.453   330,319.300   MT  0.99994880   -1 44 47.9
 FE2393;SPC TN       -   541,115.89  1,083,722.57   sFT  0.99994880   -1 44 47.9
 FE2393;UTM  16      - 3,961,677.750   320,734.252   MT  0.99999601   -1 09 36.3
 FE2393
 FE2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2393!SPC TN       -   0.99998261  x   0.99994880  =   0.99993141
 FE2393!UTM  16      -   0.99998261  x   0.99999601  =   0.99997862
 FE2393
 FE2393|---------------------------------------------------------------------|
 FE2393| PID    Reference Object                     Distance      Geod. Az  |
 FE2393|                                                           dddmmss.s |
 FE2393| CG4082 GADSDEN RM 1                         21.887 METERS 05535     |
 FE2393| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 7.2 KM 0603801.8 |
 FE2393| CG4083 GADSDEN RM 2                         23.067 METERS 25749     |
 FE2393| FE2408 ALAMO                               APPROX.11.8 KM 2680541.2 |
 FE2393| CG4081 GADSDEN AZ MK                                      3585029.2 |
 FE2393|---------------------------------------------------------------------|
 FE2393
 FE2393                          SUPERSEDED SURVEY CONTROL
 FE2393
 FE2393  NAD 83(1995)-  35 46 58.23929(N)    088 59 00.49865(W) AD(       ) 3
 FE2393  NAD 83(1986)-  35 46 58.24606(N)    088 59 00.49541(W) AD(       ) 3
 FE2393  NAD 27      -  35 46 57.98710(N)    088 59 00.25240(W) AD(       ) 3
 FE2393
 FE2393.Superseded values are not recommended for survey control.
 FE2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2393.See file dsdata.txt to determine how the superseded data were derived.
 FE2393
 FE2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2073461678(NAD 83)
 FE2393_MARKER: DS = TRIANGULATION STATION DISK
 FE2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2393
 FE2393  HISTORY     - Date     Condition        Report By
 FE2393  HISTORY     - 1958     MONUMENTED       CGS
 FE2393
 FE2393                          STATION DESCRIPTION
 FE2393
 FE2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2393'THE STATION IS ABOUT 7 MILES EAST OF ALAMO, ABOUT 4-1/2 MILES
 FE2393'SOUTHWEST OF HUMBOLDT AND ON PROPERTY OWNED BY MRS.  EDNA
 FE2393'WILLIAMS. IT IS 192 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS
 FE2393'70A AND 79, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2393'FRAME HOUSE, 20 FEET SOUTH OF A 14 INCH HICKORY TREE AND 11 FEET
 FE2393'NORTHWEST OF A FENCE AND A WHITE WITNESS POST. THE MONUMENT IS
 FE2393'FLUSH AND THE DISK IS STAMPED GADSDEN 1958.
 FE2393'
 FE2393'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HUMBOLDT, GO
 FE2393'SOUTHWEST ON U.S. HIGHWAYS 70A AND 79 FOR 4.45 MILES TO A
 FE2393'DRIVEWAY ON THE RIGHT.* CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.05
 FE2393'MILE TO A FRAME HOUSE ON THE LEFT AND THE STATION AS
 FE2393'DESCRIBED.
 FE2393'
 FE2393'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT ON THE
 FE2393'DRIVEWAY FOR ABOUT 100 FEET TO A DIM TRACK ROAD STRAIGHT
 FE2393'AHEAD. KEEP STRAIGHT AHEAD ON THE TRACK ROAD AND GO NORTH FOR ABOUT
 FE2393'0.05 MILE TO A BARN AND THE AZIMUTH MARK AS DESCRIBED.
 FE2393'
 FE2393'REFERENCE MARK 1 IS 9 FEET SOUTHEAST OF A 24 INCH HICKORY TREE AND 9
 FE2393'FEET SOUTHWEST OF THE CENTERLINE OF A DIM TRACK ROAD. THE
 FE2393'MONUMENT IS FLUSH AND THE DISK IS STAMPED GADSDEN NO 1 1958.
 FE2393'
 FE2393'REFERENCE MARK 2 IS 18 FEET NORTHWEST OF THE FENCE AND 13 FEET SOUTH
 FE2393'OF A 12 INCH HICKORY TREE. THE MONUMENT IS FLUSH AND THE
 FE2393'DISK IS STAMPED GADSDEN NO 2 1958.
 FE2393'
 FE2393'THE AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2393'BARN, 14 FEET SOUTHEAST OF A 14 INCH OAK TREE, 1 FOOT
 FE2393'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE
 FE2393'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GADSDEN 1958.
 FE2393'
 FE2393'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1791 ***********************************************************************
 FE1791  DESIGNATION -  GAGE 153 BOLT
 FE1791  PID         -  FE1791
 FE1791  STATE/COUNTY-  TN/LAUDERDALE
 FE1791  USGS QUAD   -  OSCEOLA (1983)
 FE1791
 FE1791                         *CURRENT SURVEY CONTROL
 FE1791  ___________________________________________________________________
 FE1791* NAD 83(1986)-  35 43 27.     (N)    089 54 31.     (W)     SCALED    
 FE1791* NAVD 88     -        74.768  (meters)     245.30   (feet)  ADJUSTED  
 FE1791  ___________________________________________________________________
 FE1791  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1791  DYNAMIC HT  -          74.705 (meters)     245.09  (feet)  COMP
 FE1791  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FE1791
 FE1791  VERT ORDER  -  SECOND    CLASS 0
 FE1791
 FE1791.The horizontal coordinates were scaled from a topographic map and have
 FE1791.an estimated accuracy of +/- 6 seconds.
 FE1791
 FE1791.The orthometric height was determined by differential leveling
 FE1791.and adjusted by the National Geodetic Survey in June 1991..
 FE1791
 FE1791.The geoid height was determined by GEOID03.
 FE1791
 FE1791.The dynamic height is computed by dividing the NAVD 88
 FE1791.geopotential number by the normal gravity value computed on the
 FE1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1791.degrees latitude (g = 980.6199 gals.).
 FE1791
 FE1791.The modeled gravity was interpolated from observed gravity values.
 FE1791
 FE1791;                    North         East    Units  Estimated Accuracy
 FE1791;SPC TN       -   161,370.      246,470.      MT  (+/- 180 meters Scaled)
 FE1791
 FE1791                          SUPERSEDED SURVEY CONTROL
 FE1791
 FE1791  NGVD 29 (??/??/??)   74.760  (m)          245.28   (f) ADJUSTED    2 0
 FE1791
 FE1791.Superseded values are not recommended for survey control.
 FE1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1791.See file dsdata.txt to determine how the superseded data were derived.
 FE1791
 FE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE369572(NAD 83)
 FE1791_MARKER: B = BOLT
 FE1791_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1791_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1791_STAMPING: BM 1906
 FE1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1791
 FE1791  HISTORY     - Date     Condition        Report By
 FE1791  HISTORY     - 1906     MONUMENTED       MRC
 FE1791  HISTORY     - 1956     GOOD             CGS
 FE1791
 FE1791                          STATION DESCRIPTION
 FE1791
 FE1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1791'3 MI SW FROM GOLDDUST.
 FE1791'2.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 FE1791'GOLDDUST, LAUDERDALE COUNTY, THENCE 0.2 MILE NORTH ALONG A ROW
 FE1791'OF PECAN TREES AND A HEAVY WIRE FENCE SEPARATING THE REVERE AND
 FE1791'COOK FARMS, 16 YARDS SOUTH OF THE BANK OF MISISSIPPI RIVER, 5.8
 FE1791'FEET EAST OF THE FENCE, 51.2 FEET NORTH OF A TRIANGULAR BLAZE ON
 FE1791'A 3-FOOT PECAN TREE, 17.3 FEET SOUTH OF A TRIANGULAR BLAZE ON A
 FE1791'3-FOOT PECAN TREE, AND 2.2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1791'POST.  A COPPER BOLT LEADED IN TOP OF A TILE ABOUT 4-1/2 FEET
 FE1791'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-1/2-INCH IRON
 FE1791'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED
 FE1791'BM 1906 AND BURIED 0.5 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1792 ***********************************************************************
 FE1792  DESIGNATION -  GAGE 153 CAP
 FE1792  PID         -  FE1792
 FE1792  STATE/COUNTY-  TN/LAUDERDALE
 FE1792  USGS QUAD   -  OSCEOLA (1983)
 FE1792
 FE1792                         *CURRENT SURVEY CONTROL
 FE1792  ___________________________________________________________________
 FE1792* NAD 83(1986)-  35 43 27.     (N)    089 54 31.     (W)     SCALED    
 FE1792* NAVD 88     -        75.990  (meters)     249.31   (feet)  ADJUSTED  
 FE1792  ___________________________________________________________________
 FE1792  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1792  DYNAMIC HT  -          75.926 (meters)     249.10  (feet)  COMP
 FE1792  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FE1792
 FE1792  VERT ORDER  -  SECOND    CLASS 0
 FE1792
 FE1792.The horizontal coordinates were scaled from a topographic map and have
 FE1792.an estimated accuracy of +/- 6 seconds.
 FE1792
 FE1792.The orthometric height was determined by differential leveling
 FE1792.and adjusted by the National Geodetic Survey in June 1991..
 FE1792
 FE1792.The geoid height was determined by GEOID03.
 FE1792
 FE1792.The dynamic height is computed by dividing the NAVD 88
 FE1792.geopotential number by the normal gravity value computed on the
 FE1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1792.degrees latitude (g = 980.6199 gals.).
 FE1792
 FE1792.The modeled gravity was interpolated from observed gravity values.
 FE1792
 FE1792;                    North         East    Units  Estimated Accuracy
 FE1792;SPC TN       -   161,370.      246,470.      MT  (+/- 180 meters Scaled)
 FE1792
 FE1792                          SUPERSEDED SURVEY CONTROL
 FE1792
 FE1792  NGVD 29 (??/??/??)   75.982  (m)          249.28   (f) ADJUSTED    2 0
 FE1792
 FE1792.Superseded values are not recommended for survey control.
 FE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1792.See file dsdata.txt to determine how the superseded data were derived.
 FE1792
 FE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE369572(NAD 83)
 FE1792_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1792_STAMPING: BM 1906
 FE1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1792
 FE1792  HISTORY     - Date     Condition        Report By
 FE1792  HISTORY     - 1906     MONUMENTED       MRC
 FE1792  HISTORY     - 1956     GOOD             CGS
 FE1792
 FE1792                          STATION DESCRIPTION
 FE1792
 FE1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1792'3 MI SW FROM GOLDDUST.
 FE1792'2.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 FE1792'GOLDDUST, LAUDERDALE COUNTY, THENCE 0.2 MILE NORTH ALONG A ROW
 FE1792'OF PECAN TREES AND A HEAVY WIRE FENCE SEPARATING THE REVERE AND
 FE1792'COOK FARMS, 16 YARDS SOUTH OF THE BANK OF MISSISSIPPI RIVER, 5.8
 FE1792'FEET EAST OF THE FENCE, 51.2 FEET NORTH OF A TRIANGULAR BLAZE ON
 FE1792'A 3-FOOT PECAN TREE, 17.3 FEET SOUTH OF A TRIANGULAR BLAZE ON A
 FE1792'3-FOOT PECAN TREE, AND 2.2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1792'POST.  A 3-1/2-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 FE1792'COMMISSION STANDARD CAP, STAMPED BM 1906 AND BURIED 0.5 FOOT
 FE1792'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0717 ***********************************************************************
 GD0717  DESIGNATION -  GAGE 172 BOLT
 GD0717  PID         -  GD0717
 GD0717  STATE/COUNTY-  TN/LAKE
 GD0717  USGS QUAD   -  TIPTONVILLE (1981)
 GD0717
 GD0717                         *CURRENT SURVEY CONTROL
 GD0717  ___________________________________________________________________
 GD0717* NAD 83(1986)-  36 26 36.     (N)    089 27 08.     (W)     SCALED    
 GD0717* NAVD 88     -        96.792  (meters)     317.56   (feet)  POSTED    
 GD0717  ___________________________________________________________________
 GD0717  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0717  DYNAMIC HT  -          96.710 (meters)     317.29  (feet)  COMP
 GD0717  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GD0717
 GD0717  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0717
 GD0717.The horizontal coordinates were scaled from a topographic map and have
 GD0717.an estimated accuracy of +/- 6 seconds.
 GD0717
 GD0717.The orthometric height was determined by differential leveling
 GD0717.and adjusted by the National Geodetic Survey in 1992..
 GD0717.No vertical observational check was made to the station.
 GD0717.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0717.was located on a no-check spur therefore a value was not computed.
 GD0717
 GD0717.The geoid height was determined by GEOID03.
 GD0717
 GD0717.The dynamic height is computed by dividing the NAVD 88
 GD0717.geopotential number by the normal gravity value computed on the
 GD0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0717.degrees latitude (g = 980.6199 gals.).
 GD0717
 GD0717.The modeled gravity was interpolated from observed gravity values.
 GD0717
 GD0717;                    North         East    Units  Estimated Accuracy
 GD0717;SPC TN       -   239,570.      290,550.      MT  (+/- 180 meters Scaled)
 GD0717
 GD0717                          SUPERSEDED SURVEY CONTROL
 GD0717
 GD0717  NGVD 29 (??/??/??)   96.698  (m)          317.25   (f) ADJUSTED    1 2
 GD0717
 GD0717.Superseded values are not recommended for survey control.
 GD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0717.See file dsdata.txt to determine how the superseded data were derived.
 GD0717
 GD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF802359(NAD 83)
 GD0717_MARKER: B = BOLT
 GD0717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0717_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0717_STAMPING: PBM GAGE 172 RESET 1949
 GD0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0717
 GD0717  HISTORY     - Date     Condition        Report By
 GD0717  HISTORY     - 1949     MONUMENTED       MRC
 GD0717  HISTORY     - 1957     GOOD             CGS
 GD0717
 GD0717                          STATION DESCRIPTION
 GD0717
 GD0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0717'1.3 MI E FROM CATES.
 GD0717'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0717'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0717'JUNCTION OF A GRAVEL ROAD SOUTH, 36 FEET NORTH OF CENTER LINE OF
 GD0717'ROAD, 86 FEET NORTHEAST OF CENTER OF JUNCTION, 74 1/2 FEET SOUTH
 GD0717'OF SOUTHWEST CORNER OF A FRAME HOUSE, 100 FEET EAST OF SOUTHEAST
 GD0717'CORNER OF A STORE BUILDING, 20 FEET SOUTHEAST OF A 36-INCH PECAN
 GD0717'TREE, 40 FEET SOUTHWEST OF A 32-INCH PECAN TREE, 4 FEET NORTH OF A
 GD0717'PAINTED BOARD FENCE AND INSIDE LAWN FENCE OF HOUSE, AND IS A BOLT
 GD0717'UNDER A PIPE AND CAP PROJECTING 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0716 ***********************************************************************
 GD0716  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0716  DESIGNATION -  GAGE 172 CAP
 GD0716  PID         -  GD0716
 GD0716  STATE/COUNTY-  TN/LAKE
 GD0716  USGS QUAD   -  TIPTONVILLE (1981)
 GD0716
 GD0716                         *CURRENT SURVEY CONTROL
 GD0716  ___________________________________________________________________
 GD0716* NAD 83(1995)-  36 26 36.64562(N)    089 27 08.68971(W)     ADJUSTED  
 GD0716* NAVD 88     -        98.09   (meters)     321.8    (feet)  GPS OBS   
 GD0716  ___________________________________________________________________
 GD0716  X           -      49,094.248 (meters)                     COMP
 GD0716  Y           -  -5,136,739.412 (meters)                     COMP
 GD0716  Z           -   3,767,935.303 (meters)                     COMP
 GD0716  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GD0716  ELLIP HEIGHT-          69.67  (meters)          (05/31/05) GPS OBS
 GD0716  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0716  DYNAMIC HT  -          98.01  (meters)     321.6   (feet)  COMP
 GD0716  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GD0716
 GD0716  HORZ ORDER  -  FIRST
 GD0716  VERT ORDER  -  THIRD (See Below)
 GD0716  ELLP ORDER  -  FOURTH    CLASS II
 GD0716
 GD0716.The horizontal coordinates were established by GPS observations
 GD0716.and adjusted by the National Geodetic Survey in May 2005..
 GD0716
 GD0716.The orthometric height was determined by GPS observations and a
 GD0716.high-resolution geoid model using precise GPS observation and
 GD0716.processing techniques. It supersedes the leveled height previously
 GD0716.determined for this station.
 GD0716.The vertical order pertains to the first NAVD 88 superseded value.
 GD0716
 GD0716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0716
 GD0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0716
 GD0716.The ellipsoidal height was determined by GPS observations
 GD0716.and is referenced to NAD 83.
 GD0716
 GD0716.The geoid height was determined by GEOID03.
 GD0716
 GD0716.The dynamic height is computed by dividing the NAVD 88
 GD0716.geopotential number by the normal gravity value computed on the
 GD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0716.degrees latitude (g = 980.6199 gals.).
 GD0716
 GD0716.The modeled gravity was interpolated from observed gravity values.
 GD0716
 GD0716;                    North         East     Units Scale Factor Converg.
 GD0716;SPC TN       -   239,586.690   290,532.618   MT  1.00000487   -2 01 16.2
 GD0716;SPC TN       -   786,044.00    953,189.10   sFT  1.00000487   -2 01 16.2
 GD0716;UTM  16      - 4,035,937.707   280,194.088   MT  1.00019530   -1 27 26.6
 GD0716
 GD0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0716!SPC TN       -   0.99998907  x   1.00000487  =   0.99999394
 GD0716!UTM  16      -   0.99998907  x   1.00019530  =   1.00018436
 GD0716
 GD0716                          SUPERSEDED SURVEY CONTROL
 GD0716
 GD0716  NAVD 88 (??/??/92)   98.010  (m)          321.55   (f) POSTED      3  
 GD0716  NGVD 29 (??/??/??)   97.908  (m)          321.22   (f) ADJUSTED    1 2
 GD0716
 GD0716.Superseded values are not recommended for survey control.
 GD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0716.See file dsdata.txt to determine how the superseded data were derived.
 GD0716
 GD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8019435938(NAD 83)
 GD0716_MARKER: DD = SURVEY DISK
 GD0716_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0716_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0716_STAMPING: PBM GAGE 172 RESET 1949
 GD0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0716+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0716
 GD0716  HISTORY     - Date     Condition        Report By
 GD0716  HISTORY     - 1949     MONUMENTED       MRC
 GD0716  HISTORY     - 1957     GOOD             CGS
 GD0716  HISTORY     - 20020801 GOOD             USACE
 GD0716  HISTORY     - 20030710 GOOD             EMCINC
 GD0716
 GD0716                          STATION DESCRIPTION
 GD0716
 GD0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0716'1.3 MI E FROM CATES.
 GD0716'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0716'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0716'JUNCTION OF A GRAVEL ROAD SOUTH, 36 FEET NORTH OF CENTER LINE OF
 GD0716'ROAD, 86 FEET NORTHEAST OF CENTER OF JUNCTION, 74 1/2 FEET SOUTH
 GD0716'OF SOUTHWEST CORNER OF A FRAME HOUSE, 100 FEET EAST OF SOUTHEAST
 GD0716'CORNER OF A STORE BUILDING, 20 FEET SOUTHEAST OF A 36-INCH PECAN
 GD0716'TREE, 40 FEET SOUTHWEST OF A 32-INCH PECAN TREE, 4 FEET NORTH OF A
 GD0716'PAINTED BOARD FENCE AND INSIDE LAWN FENCE OF HOUSE, AND IS A BOLT
 GD0716'UNDER A PIPE AND CAP PROJECTING 15 INCHES.
 GD0716
 GD0716                          STATION RECOVERY (2002)
 GD0716
 GD0716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0716'RECOVERED IN GOOD CONDITION.
 GD0716
 GD0716                          STATION RECOVERY (2003)
 GD0716
 GD0716'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1990 ***********************************************************************
 FB1990  DESIGNATION -  GAGE BM 1
 FB1990  PID         -  FB1990
 FB1990  STATE/COUNTY-  TN/BLOUNT
 FB1990  USGS QUAD   -  WILDWOOD (1988)
 FB1990
 FB1990                         *CURRENT SURVEY CONTROL
 FB1990  ___________________________________________________________________
 FB1990* NAD 83(1986)-  35 45 47.     (N)    083 51 01.     (W)     SCALED    
 FB1990* NAVD 88     -       270.10   (+/-2cm)     886.2    (feet)  VERTCON   
 FB1990  ___________________________________________________________________
 FB1990  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FB1990
 FB1990  VERT ORDER  -  ? (See Below)
 FB1990
 FB1990.The horizontal coordinates were scaled from a topographic map and have
 FB1990.an estimated accuracy of +/- 6 seconds.
 FB1990
 FB1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1990.The vertical order pertains to the NGVD 29 superseded value.
 FB1990
 FB1990.The geoid height was determined by GEOID03.
 FB1990
 FB1990;                    North         East    Units  Estimated Accuracy
 FB1990;SPC TN       -   160,760.      794,380.      MT  (+/- 180 meters Scaled)
 FB1990
 FB1990                          SUPERSEDED SURVEY CONTROL
 FB1990
 FB1990  NGVD 29 (??/??/92)  270.220  (m)          886.55   (f) ADJ UNCH    ?  
 FB1990
 FB1990.Superseded values are not recommended for survey control.
 FB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1990.See file dsdata.txt to determine how the superseded data were derived.
 FB1990
 FB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV423614(NAD 83)
 FB1990_MARKER: DD = SURVEY DISK
 FB1990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1990_SP_SET: CONCRETE BLOCK
 FB1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1990
 FB1990  HISTORY     - Date     Condition        Report By
 FB1990  HISTORY     - UNK      MONUMENTED       USGS
 FB1990  HISTORY     - 1934     GOOD             NGS
 FB1990
 FB1990                          STATION DESCRIPTION
 FB1990
 FB1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1990'3 MI NW FROM WALLAND.
 FB1990'3 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, 0.5 MILE
 FB1990'UPSTREAM (SOUTHWEST) ALONG LITTLE RIVER FROM THE CONCRETE HIGHWAY
 FB1990'BRIDGE, ON THE RIGHT BANK OF THE RIVER, AT RIVER MILE 20.7, AT
 FB1990'A GAGING STATION, 8 FEET TOWARD THE HIGHWAY FROM THE GAGE HOUSE,
 FB1990'AND 9.28 FEET HIGHER THAN THE GAGE ZERO.  A UNITED STATES
 FB1990'GEOLOGICAL SURVEY STANDARD GAGING-STATION REFERENCE-MARK DISK,
 FB1990'SET IN THE TOP OF A CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4582 ***********************************************************************
 AJ4582  DESIGNATION -  GAGE BM 1 TURTLETOWN
 AJ4582  PID         -  AJ4582
 AJ4582  STATE/COUNTY-  TN/POLK
 AJ4582  USGS QUAD   -  FARNER (1978)
 AJ4582
 AJ4582                         *CURRENT SURVEY CONTROL
 AJ4582  ___________________________________________________________________
 AJ4582* NAD 83(1986)-  35 08 01.     (N)    084 20 36.     (W)     SCALED    
 AJ4582* NAVD 88     -       459.715  (meters)    1508.25   (feet)  ADJUSTED  
 AJ4582  ___________________________________________________________________
 AJ4582  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AJ4582  DYNAMIC HT  -         459.249 (meters)    1506.72  (feet)  COMP
 AJ4582  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 AJ4582
 AJ4582  VERT ORDER  -  SECOND    CLASS II
 AJ4582
 AJ4582.The horizontal coordinates were scaled from a topographic map and have
 AJ4582.an estimated accuracy of +/- 6 seconds.
 AJ4582
 AJ4582.The orthometric height was determined by differential leveling
 AJ4582.and adjusted by the National Geodetic Survey in January 2005..
 AJ4582.No vertical observational check was made to the station.
 AJ4582
 AJ4582.The geoid height was determined by GEOID03.
 AJ4582
 AJ4582.The dynamic height is computed by dividing the NAVD 88
 AJ4582.geopotential number by the normal gravity value computed on the
 AJ4582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4582.degrees latitude (g = 980.6199 gals.).
 AJ4582
 AJ4582.The modeled gravity was interpolated from observed gravity values.
 AJ4582
 AJ4582;                    North         East    Units  Estimated Accuracy
 AJ4582;SPC TN       -    90,070.      750,980.      MT  (+/- 180 meters Scaled)
 AJ4582
 AJ4582                          SUPERSEDED SURVEY CONTROL
 AJ4582
 AJ4582.No superseded survey control is available for this station.
 AJ4582
 AJ4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD420910(NAD 83)
 AJ4582_MARKER: DB = BENCH MARK DISK
 AJ4582_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ4582_MARK LOGO: USGS  
 AJ4582_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ4582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4582+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 AJ4582
 AJ4582  HISTORY     - Date     Condition        Report By
 AJ4582  HISTORY     - UNK      MONUMENTED
 AJ4582  HISTORY     - 20000217 GOOD             NCGS
 AJ4582
 AJ4582                          STATION DESCRIPTION
 AJ4582
 AJ4582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4582'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTHEAST OF TURTLETOWN, TN
 AJ4582'AND 2.6 MI (4.2 KM) NORTHWEST OF LIBERTY, NC.
 AJ4582'PROCEED ALONG TN 68/123 FOR 2.5 MI (4.0 KM) WEST FROM THE
 AJ4582'TENNESSEE/NORTH CAROLINA STATE LINE, THENCE NORTH FOR 0.3 MI (0.5 KM)
 AJ4582'ON A GRAVEL ROAD TO A FORK IN ROAD, THENCE NORTH FOR 0.3 MI (0.5 KM)
 AJ4582'ALONG THE WESTERNMOST GRAVEL ROAD, APPROXIMATELY 100-FEET EAST FROM
 AJ4582'GRAVEL ROAD, ABOUT 10-FEET WEST OF THE TOP OF CREEK BANK.
 AJ4582'MARK PROJECTS 2-INCHES ABOVE GROUND. LOCATED 22.0 FT (6.7 M) NORTHWEST
 AJ4582'OF THE NORTHWEST CORNER OF GAGING STATION BUILDING, 11.3 FT (3.4 M)
 AJ4582'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A FRAME CABIN, 28.9 FT (8.8
 AJ4582'M) EAST OF THE SOUTHWEST CORNER OF FRAME CABIN AND 1.5 FT (0.5 M)
 AJ4582'NORTHWEST OF EDGE OF SIDEWALK LEADING TO DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1360 ***********************************************************************
 FB1360  DESIGNATION -  GAGE BM 3
 FB1360  PID         -  FB1360
 FB1360  STATE/COUNTY-  TN/COCKE
 FB1360  USGS QUAD   -  NEWPORT (1992)
 FB1360
 FB1360                         *CURRENT SURVEY CONTROL
 FB1360  ___________________________________________________________________
 FB1360* NAD 83(1986)-  35 58 53.     (N)    083 09 40.     (W)     SCALED    
 FB1360* NAVD 88     -       316.56   (+/-2cm)    1038.6    (feet)  VERTCON   
 FB1360  ___________________________________________________________________
 FB1360  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1360
 FB1360  VERT ORDER  -  ? (See Below)
 FB1360
 FB1360.The horizontal coordinates were scaled from a topographic map and have
 FB1360.an estimated accuracy of +/- 6 seconds.
 FB1360
 FB1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1360.The vertical order pertains to the NGVD 29 superseded value.
 FB1360
 FB1360.The geoid height was determined by GEOID03.
 FB1360
 FB1360;                    North         East    Units  Estimated Accuracy
 FB1360;SPC TN       -   186,560.      855,980.      MT  (+/- 180 meters Scaled)
 FB1360
 FB1360                          SUPERSEDED SURVEY CONTROL
 FB1360
 FB1360  NGVD 29 (??/??/92)  316.705  (m)         1039.06   (f) ADJ UNCH    ?  
 FB1360
 FB1360.Superseded values are not recommended for survey control.
 FB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1360.See file dsdata.txt to determine how the superseded data were derived.
 FB1360
 FB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV051840(NAD 83)
 FB1360_MARKER: DD = SURVEY DISK
 FB1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1360_SP_SET: BRIDGE
 FB1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1360
 FB1360  HISTORY     - Date     Condition        Report By
 FB1360  HISTORY     - UNK      MONUMENTED       TVA
 FB1360  HISTORY     - 1937     GOOD             TVA
 FB1360
 FB1360                          STATION DESCRIPTION
 FB1360
 FB1360'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FB1360'2 MI NE FROM NEWPORT.
 FB1360'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 FB1360'COUNTY, ON THE LEFT SIDE OF FRENCH BROAD RIVER AT MILEAGE 77.5,
 FB1360'AT THE BRIDGE OVER FRENCH BROAD RIVER, IN THE TOP OF THE UPSTREAM
 FB1360'SIDE OF THE LEFT ABUTMENT, AND 27.46 FEET ABOVE THE GAGE ZERO.
 FB1360'A TENNESSEE VALLEY AUTHORITY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1584 ***********************************************************************
 GC1584  DESIGNATION -  GAGE STATION
 GC1584  PID         -  GC1584
 GC1584  STATE/COUNTY-  TN/HUMPHREYS
 GC1584  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1584
 GC1584                         *CURRENT SURVEY CONTROL
 GC1584  ___________________________________________________________________
 GC1584* NAD 83(1986)-  36 01 02.     (N)    087 59 59.     (W)     SCALED    
 GC1584* NAVD 88     -       114.310  (meters)     375.03   (feet)  ADJUSTED  
 GC1584  ___________________________________________________________________
 GC1584  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GC1584  DYNAMIC HT  -         114.213 (meters)     374.71  (feet)  COMP
 GC1584  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GC1584
 GC1584  VERT ORDER  -  FIRST     CLASS II
 GC1584
 GC1584.The horizontal coordinates were scaled from a topographic map and have
 GC1584.an estimated accuracy of +/- 6 seconds.
 GC1584
 GC1584.The orthometric height was determined by differential leveling
 GC1584.and adjusted by the National Geodetic Survey in June 1991..
 GC1584
 GC1584.The geoid height was determined by GEOID03.
 GC1584
 GC1584.The dynamic height is computed by dividing the NAVD 88
 GC1584.geopotential number by the normal gravity value computed on the
 GC1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1584.degrees latitude (g = 980.6199 gals.).
 GC1584
 GC1584.The modeled gravity was interpolated from observed gravity values.
 GC1584
 GC1584;                    North         East    Units  Estimated Accuracy
 GC1584;SPC TN       -   188,670.      419,760.      MT  (+/- 180 meters Scaled)
 GC1584
 GC1584                          SUPERSEDED SURVEY CONTROL
 GC1584
 GC1584  NGVD 29 (??/??/92)  114.342  (m)          375.14   (f) ADJ UNCH    1 2
 GC1584
 GC1584.Superseded values are not recommended for survey control.
 GC1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1584.See file dsdata.txt to determine how the superseded data were derived.
 GC1584
 GC1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE099863(NAD 83)
 GC1584_MARKER: DD = SURVEY DISK
 GC1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1584+STABILITY: SURFACE MOTION
 GC1584
 GC1584  HISTORY     - Date     Condition        Report By
 GC1584  HISTORY     - UNK      MONUMENTED       USGS
 GC1584  HISTORY     - 1947     GOOD             NGS
 GC1584
 GC1584                          STATION DESCRIPTION
 GC1584
 GC1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1584'1 MI W FROM JOHNSONVILLE.
 GC1584'1.0 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE NASHVILLE,
 GC1584'CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT JOHNSONVILLE, AT
 GC1584'THE HIGHWAY BRIDGE OVER TENNESSEE RIVER, IN THE TOP OF THE
 GC1584'CONCRETE FOUNDATION OF THE THIRD PIER FROM THE EAST END, ABOUT
 GC1584'50 FEET LOWER THAN THE BRIDGE FLOOR, 1 FOOT DOWNSTREAM FROM THE
 GC1584'GAGE HOUSE, AND 0.5 FOOT UPSTREAM FROM THE NORTH COLUMN OF THE
 GC1584'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0392 ***********************************************************************
 GA0392  DESIGNATION -  GAGING STA A
 GA0392  PID         -  GA0392
 GA0392  STATE/COUNTY-  TN/SULLIVAN
 GA0392  USGS QUAD   -  BLUFF CITY (1968)
 GA0392
 GA0392                         *CURRENT SURVEY CONTROL
 GA0392  ___________________________________________________________________
 GA0392* NAD 83(1986)-  36 28 35.     (N)    082 15 48.     (W)     SCALED    
 GA0392* NAVD 88     -       424.738  (meters)    1393.49   (feet)  ADJUSTED  
 GA0392  ___________________________________________________________________
 GA0392  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0392  DYNAMIC HT  -         424.346 (meters)    1392.21  (feet)  COMP
 GA0392  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA0392
 GA0392  VERT ORDER  -  FIRST     CLASS II
 GA0392
 GA0392.The horizontal coordinates were scaled from a topographic map and have
 GA0392.an estimated accuracy of +/- 6 seconds.
 GA0392
 GA0392.The orthometric height was determined by differential leveling
 GA0392.and adjusted by the National Geodetic Survey in June 1991..
 GA0392
 GA0392.The geoid height was determined by GEOID03.
 GA0392
 GA0392.The dynamic height is computed by dividing the NAVD 88
 GA0392.geopotential number by the normal gravity value computed on the
 GA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0392.degrees latitude (g = 980.6199 gals.).
 GA0392
 GA0392.The modeled gravity was interpolated from observed gravity values.
 GA0392
 GA0392;                    North         East    Units  Estimated Accuracy
 GA0392;SPC TN       -   244,170.      934,800.      MT  (+/- 180 meters Scaled)
 GA0392
 GA0392                          SUPERSEDED SURVEY CONTROL
 GA0392
 GA0392  NGVD 29 (??/??/92)  424.892  (m)         1394.00   (f) ADJ UNCH    1 2
 GA0392
 GA0392.Superseded values are not recommended for survey control.
 GA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0392.See file dsdata.txt to determine how the superseded data were derived.
 GA0392
 GA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA868375(NAD 83)
 GA0392_MARKER: DR = REFERENCE MARK DISK
 GA0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0392_SP_SET: ABUTMENT
 GA0392_STAMPING: ELEV 1394.197 FT
 GA0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0392
 GA0392  HISTORY     - Date     Condition        Report By
 GA0392  HISTORY     - UNK      MONUMENTED       USGS
 GA0392  HISTORY     - 1935     GOOD             NGS
 GA0392
 GA0392                          STATION DESCRIPTION
 GA0392
 GA0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0392'AT BLUFF CITY.
 GA0392'AT BLUFF CITY, SULLIVAN COUNTY, ON U.S. HIGHWAY 19, AT THE BRIDGE
 GA0392'OVER HOLSTON RIVER, IN THE TOP OF THE EAST END OF THE SOUTH
 GA0392'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND LEVEL
 GA0392'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA0392'GAGING-STATION REFERENCE-MARK DISK, STAMPED ELEV. 1394.197 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0393 ***********************************************************************
 GA0393  DESIGNATION -  GAGING STA B
 GA0393  PID         -  GA0393
 GA0393  STATE/COUNTY-  TN/SULLIVAN
 GA0393  USGS QUAD   -  BLUFF CITY (1968)
 GA0393
 GA0393                         *CURRENT SURVEY CONTROL
 GA0393  ___________________________________________________________________
 GA0393* NAD 83(1986)-  36 28 38.     (N)    082 15 45.     (W)     SCALED    
 GA0393* NAVD 88     -       425.095  (meters)    1394.67   (feet)  ADJUSTED  
 GA0393  ___________________________________________________________________
 GA0393  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0393  DYNAMIC HT  -         424.703 (meters)    1393.38  (feet)  COMP
 GA0393  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0393
 GA0393  VERT ORDER  -  FIRST     CLASS II
 GA0393
 GA0393.The horizontal coordinates were scaled from a topographic map and have
 GA0393.an estimated accuracy of +/- 6 seconds.
 GA0393
 GA0393.The orthometric height was determined by differential leveling
 GA0393.and adjusted by the National Geodetic Survey in June 1991..
 GA0393
 GA0393.The geoid height was determined by GEOID03.
 GA0393
 GA0393.The dynamic height is computed by dividing the NAVD 88
 GA0393.geopotential number by the normal gravity value computed on the
 GA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0393.degrees latitude (g = 980.6199 gals.).
 GA0393
 GA0393.The modeled gravity was interpolated from observed gravity values.
 GA0393
 GA0393;                    North         East    Units  Estimated Accuracy
 GA0393;SPC TN       -   244,260.      934,870.      MT  (+/- 180 meters Scaled)
 GA0393
 GA0393                          SUPERSEDED SURVEY CONTROL
 GA0393
 GA0393  NGVD 29 (??/??/92)  425.250  (m)         1395.17   (f) ADJ UNCH    1 2
 GA0393
 GA0393.Superseded values are not recommended for survey control.
 GA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0393.See file dsdata.txt to determine how the superseded data were derived.
 GA0393
 GA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869376(NAD 83)
 GA0393_MARKER: DR = REFERENCE MARK DISK
 GA0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0393_SP_SET: ABUTMENT
 GA0393_STAMPING: ELEV 1395.371 FT
 GA0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0393
 GA0393  HISTORY     - Date     Condition        Report By
 GA0393  HISTORY     - UNK      MONUMENTED       USGS
 GA0393  HISTORY     - 1935     GOOD             NGS
 GA0393
 GA0393                          STATION DESCRIPTION
 GA0393
 GA0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0393'AT BLUFF CITY.
 GA0393'AT BLUFF CITY, SULLIVAN COUNTY, ON U.S. HIGHWAY 19, AT THE BRIDGE
 GA0393'OVER HOLSTON RIVER, IN THE TOP OF THE EAST END OF THE NORTH
 GA0393'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 GA0393'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA0393'GAGING-STATION REFERENCE-MARK DISK, STAMPED ELEV. 1395.371 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0403 ***********************************************************************
 GA0403  DESIGNATION -  GAGING STA C
 GA0403  PID         -  GA0403
 GA0403  STATE/COUNTY-  TN/CARTER
 GA0403  USGS QUAD   -  ELIZABETHTON (1968)
 GA0403
 GA0403                         *CURRENT SURVEY CONTROL
 GA0403  ___________________________________________________________________
 GA0403* NAD 83(1986)-  36 21 21.     (N)    082 13 25.     (W)     SCALED    
 GA0403* NAVD 88     -       461.043  (meters)    1512.61   (feet)  ADJUSTED  
 GA0403  ___________________________________________________________________
 GA0403  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0403  DYNAMIC HT  -         460.604 (meters)    1511.16  (feet)  COMP
 GA0403  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 GA0403
 GA0403  VERT ORDER  -  FIRST     CLASS II
 GA0403
 GA0403.The horizontal coordinates were scaled from a topographic map and have
 GA0403.an estimated accuracy of +/- 6 seconds.
 GA0403
 GA0403.The orthometric height was determined by differential leveling
 GA0403.and adjusted by the National Geodetic Survey in June 1991..
 GA0403
 GA0403.The geoid height was determined by GEOID03.
 GA0403
 GA0403.The dynamic height is computed by dividing the NAVD 88
 GA0403.geopotential number by the normal gravity value computed on the
 GA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0403.degrees latitude (g = 980.6199 gals.).
 GA0403
 GA0403.The modeled gravity was interpolated from observed gravity values.
 GA0403
 GA0403;                    North         East    Units  Estimated Accuracy
 GA0403;SPC TN       -   230,940.      938,870.      MT  (+/- 180 meters Scaled)
 GA0403
 GA0403                          SUPERSEDED SURVEY CONTROL
 GA0403
 GA0403  NGVD 29 (??/??/92)  461.188  (m)         1513.08   (f) ADJ UNCH    1 2
 GA0403
 GA0403.Superseded values are not recommended for survey control.
 GA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0403.See file dsdata.txt to determine how the superseded data were derived.
 GA0403
 GA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA902241(NAD 83)
 GA0403_MARKER: DR = REFERENCE MARK DISK
 GA0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0403_SP_SET: ABUTMENT
 GA0403_STAMPING: ELEV 1513.271 FT
 GA0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0403
 GA0403  HISTORY     - Date     Condition        Report By
 GA0403  HISTORY     - UNK      MONUMENTED       USGS
 GA0403  HISTORY     - 1933     GOOD             NGS
 GA0403
 GA0403                          STATION DESCRIPTION
 GA0403
 GA0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0403'AT ELIZABETHTON.
 GA0403'AT ELIZABETHTON, CARTER COUNTY, ON THE SOUTHERN RAILWAY, 335 YARDS
 GA0403'SOUTH OF MILEPOST 92, AT THE RAILWAY BRIDGE OVER WATAUGA RIVER,
 GA0403'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 6 FEET WEST OF
 GA0403'THE WEST RAIL, AND 1-1/2 FEET LOWER THAN THE RAIL.  A UNITED STATES
 GA0403'GEOLOGICAL SURVEY STANDARD GAGING-STATION REFERENCE-MARK DISK,
 GA0403'STAMPED ELEV. 1513.271 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1246 ***********************************************************************
 GC1246  DESIGNATION -  GAGING STA RM
 GC1246  PID         -  GC1246
 GC1246  STATE/COUNTY-  TN/MONTGOMERY
 GC1246  USGS QUAD   -  CLARKSVILLE (1984)
 GC1246
 GC1246                         *CURRENT SURVEY CONTROL
 GC1246  ___________________________________________________________________
 GC1246* NAD 83(1986)-  36 31 20.     (N)    087 21 44.     (W)     SCALED    
 GC1246* NAVD 88     -       126.273  (meters)     414.28   (feet)  ADJUSTED  
 GC1246  ___________________________________________________________________
 GC1246  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1246  DYNAMIC HT  -         126.168 (meters)     413.94  (feet)  COMP
 GC1246  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GC1246
 GC1246  VERT ORDER  -  SECOND    CLASS 0
 GC1246
 GC1246.The horizontal coordinates were scaled from a topographic map and have
 GC1246.an estimated accuracy of +/- 6 seconds.
 GC1246
 GC1246.The orthometric height was determined by differential leveling
 GC1246.and adjusted by the National Geodetic Survey in June 1991..
 GC1246
 GC1246.The geoid height was determined by GEOID03.
 GC1246
 GC1246.The dynamic height is computed by dividing the NAVD 88
 GC1246.geopotential number by the normal gravity value computed on the
 GC1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1246.degrees latitude (g = 980.6199 gals.).
 GC1246
 GC1246.The modeled gravity was interpolated from observed gravity values.
 GC1246
 GC1246;                    North         East    Units  Estimated Accuracy
 GC1246;SPC TN       -   243,710.      477,990.      MT  (+/- 180 meters Scaled)
 GC1246
 GC1246                          SUPERSEDED SURVEY CONTROL
 GC1246
 GC1246  NGVD 29 (??/??/92)  126.351  (m)          414.54   (f) ADJ UNCH    2 0
 GC1246
 GC1246.Superseded values are not recommended for survey control.
 GC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1246.See file dsdata.txt to determine how the superseded data were derived.
 GC1246
 GC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF675419(NAD 83)
 GC1246_MARKER: DD = SURVEY DISK
 GC1246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC1246+WITH SETTING: PAVEMENT
 GC1246_MARK LOGO: USGS  
 GC1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1246
 GC1246  HISTORY     - Date     Condition        Report By
 GC1246  HISTORY     - UNK      MONUMENTED       USGS
 GC1246  HISTORY     - 1957     GOOD             DOD
 GC1246  HISTORY     - 1984     GOOD             NGS
 GC1246
 GC1246                          STATION DESCRIPTION
 GC1246
 GC1246'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1246'AT CLARKSVILLE.
 GC1246'AT CLARKSVILLE, MONTGOMERY COUNTY, ON THE LOUISVILLE AND
 GC1246'NASHVILLE RAILROAD, 35 YARDS EAST OF THE EAST END OF THE BRIDGE
 GC1246'OVER CUMBERLAND RIVER, AT A WATER CRANE, IN THE TOP OF THE
 GC1246'CONCRETE FOUNDATION, 1 FOOT NORTHWEST OF THE SOUTHEAST CORNER
 GC1246'OF THE CONCRETE, AND 4 YARDS SOUTH OF THE CENTERLINE OF THE MAIN
 GC1246'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD REFERENCE-MARK
 GC1246'DISK.
 GC1246
 GC1246                          STATION RECOVERY (1984)
 GC1246
 GC1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1246'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0464 ***********************************************************************
 FD0464  DESIGNATION -  GAGING STATION
 FD0464  PID         -  FD0464
 FD0464  STATE/COUNTY-  TN/GILES
 FD0464  USGS QUAD   -  ELKTON (1982)
 FD0464
 FD0464                         *CURRENT SURVEY CONTROL
 FD0464  ___________________________________________________________________
 FD0464* NAD 83(1986)-  35 01 39.     (N)    086 56 52.     (W)     SCALED    
 FD0464* NAVD 88     -       183.936  (meters)     603.46   (feet)  ADJUSTED  
 FD0464  ___________________________________________________________________
 FD0464  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FD0464  DYNAMIC HT  -         183.762 (meters)     602.89  (feet)  COMP
 FD0464  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 FD0464
 FD0464  VERT ORDER  -  SECOND    CLASS 0
 FD0464
 FD0464.The horizontal coordinates were scaled from a topographic map and have
 FD0464.an estimated accuracy of +/- 6 seconds.
 FD0464
 FD0464.The orthometric height was determined by differential leveling
 FD0464.and adjusted by the National Geodetic Survey in June 1991..
 FD0464
 FD0464.The geoid height was determined by GEOID03.
 FD0464
 FD0464.The dynamic height is computed by dividing the NAVD 88
 FD0464.geopotential number by the normal gravity value computed on the
 FD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0464.degrees latitude (g = 980.6199 gals.).
 FD0464
 FD0464.The modeled gravity was interpolated from observed gravity values.
 FD0464
 FD0464;                    North         East    Units  Estimated Accuracy
 FD0464;SPC TN       -    77,440.      513,510.      MT  (+/- 180 meters Scaled)
 FD0464
 FD0464                          SUPERSEDED SURVEY CONTROL
 FD0464
 FD0464  NGVD 29 (??/??/92)  183.898  (m)          603.34   (f) ADJ UNCH    2 0
 FD0464
 FD0464.Superseded values are not recommended for survey control.
 FD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0464.See file dsdata.txt to determine how the superseded data were derived.
 FD0464
 FD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED047760(NAD 83)
 FD0464_MARKER: DD = SURVEY DISK
 FD0464_SETTING: 66 = SET IN ROCK OUTCROP
 FD0464_SP_SET: SET IN ROCK OUTCROP
 FD0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0464+STABILITY: POSITION/ELEVATION WELL
 FD0464
 FD0464  HISTORY     - Date     Condition        Report By
 FD0464  HISTORY     - UNK      MONUMENTED       USGS
 FD0464  HISTORY     - 1960     GOOD             NGS
 FD0464
 FD0464                          STATION DESCRIPTION
 FD0464
 FD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0464'3.3 MI E FROM PROSPECT.
 FD0464'FROM THE POST OFFICE IN PROSPECT, GO EAST ON A PAVED ROAD FOR
 FD0464'1.35 MILES, THEN 1.25 MILES EAST ON A GRAVELED ROAD TO A Y
 FD0464'JUNCTION, THEN 0.7 MILES EAST ON A GRAVELED ROAD TO THE ELK
 FD0464'RIVER BRIDGE.  THE BENCH MARK IS 130 FT. NORTH OF THE NORTH END OF
 FD0464'THE BRIDGE, 20 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 12
 FD0464'FT. WEST OF THE WEST END OF A WALKWAY TO THE GAGING STATION.
 FD0464'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 FD0464'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2289 ***********************************************************************
 GA2289  DESIGNATION -  GAGING STATION
 GA2289  PID         -  GA2289
 GA2289  STATE/COUNTY-  TN/CLAIBORNE
 GA2289  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2289
 GA2289                         *CURRENT SURVEY CONTROL
 GA2289  ___________________________________________________________________
 GA2289* NAD 83(1986)-  36 21 46.     (N)    083 33 12.     (W)     SCALED    
 GA2289* NAVD 88     -       312.714  (meters)    1025.96   (feet)  ADJUSTED  
 GA2289  ___________________________________________________________________
 GA2289  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2289  DYNAMIC HT  -         312.429 (meters)    1025.03  (feet)  COMP
 GA2289  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 GA2289
 GA2289  VERT ORDER  -  SECOND    CLASS 0
 GA2289
 GA2289.The horizontal coordinates were scaled from a topographic map and have
 GA2289.an estimated accuracy of +/- 6 seconds.
 GA2289
 GA2289.The orthometric height was determined by differential leveling
 GA2289.and adjusted by the National Geodetic Survey in June 1991..
 GA2289
 GA2289.The geoid height was determined by GEOID03.
 GA2289
 GA2289.The dynamic height is computed by dividing the NAVD 88
 GA2289.geopotential number by the normal gravity value computed on the
 GA2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2289.degrees latitude (g = 980.6199 gals.).
 GA2289
 GA2289.The modeled gravity was interpolated from observed gravity values.
 GA2289
 GA2289;                    North         East    Units  Estimated Accuracy
 GA2289;SPC TN       -   227,910.      819,560.      MT  (+/- 180 meters Scaled)
 GA2289
 GA2289                          SUPERSEDED SURVEY CONTROL
 GA2289
 GA2289  NGVD 29 (??/??/92)  312.791  (m)         1026.22   (f) ADJ UNCH    2 0
 GA2289
 GA2289.Superseded values are not recommended for survey control.
 GA2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2289.See file dsdata.txt to determine how the superseded data were derived.
 GA2289
 GA2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA709272(NAD 83)
 GA2289_MARKER: DD = SURVEY DISK
 GA2289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2289_SP_SET: BRIDGE
 GA2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2289
 GA2289  HISTORY     - Date     Condition        Report By
 GA2289  HISTORY     - UNK      MONUMENTED       USGS
 GA2289  HISTORY     - 1936     GOOD             NGS
 GA2289
 GA2289                          STATION DESCRIPTION
 GA2289
 GA2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2289'1 MI N FROM DUTCH.
 GA2289'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM DUTCH, GRAINGER
 GA2289'COUNTY, AT THE NORTH END OF BRIDGE 40.7 OVER CLINCH RIVER, IN
 GA2289'THE TOP OF THE CONCRETE HEADWALL, 15 FEET NORTH OF THE WOODEN
 GA2289'PART OF THE BRIDGE, AND 4 FEET WEST OF THE TRACK.  A UNITED
 GA2289'STATES GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0279 ***********************************************************************
 FC0279  DESIGNATION -  GAGING STATION
 FC0279  PID         -  FC0279
 FC0279  STATE/COUNTY-  TN/LOUDON
 FC0279  USGS QUAD   -  LOUDON (1984)
 FC0279
 FC0279                         *CURRENT SURVEY CONTROL
 FC0279  ___________________________________________________________________
 FC0279* NAD 83(1986)-  35 44 17.     (N)    084 22 27.     (W)     SCALED    
 FC0279* NAVD 88     -       229.693  (meters)     753.58   (feet)  ADJUSTED  
 FC0279  ___________________________________________________________________
 FC0279  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0279  DYNAMIC HT  -         229.473 (meters)     752.86  (feet)  COMP
 FC0279  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FC0279
 FC0279  VERT ORDER  -  SECOND    CLASS 0
 FC0279
 FC0279.The horizontal coordinates were scaled from a topographic map and have
 FC0279.an estimated accuracy of +/- 6 seconds.
 FC0279
 FC0279.The orthometric height was determined by differential leveling
 FC0279.and adjusted by the National Geodetic Survey in June 1991..
 FC0279
 FC0279.The geoid height was determined by GEOID03.
 FC0279
 FC0279.The dynamic height is computed by dividing the NAVD 88
 FC0279.geopotential number by the normal gravity value computed on the
 FC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0279.degrees latitude (g = 980.6199 gals.).
 FC0279
 FC0279.The modeled gravity was interpolated from observed gravity values.
 FC0279
 FC0279;                    North         East    Units  Estimated Accuracy
 FC0279;SPC TN       -   157,070.      747,060.      MT  (+/- 180 meters Scaled)
 FC0279
 FC0279                          SUPERSEDED SURVEY CONTROL
 FC0279
 FC0279  NGVD 29 (??/??/92)  229.791  (m)          753.91   (f) ADJ UNCH    2 0
 FC0279
 FC0279.Superseded values are not recommended for survey control.
 FC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0279.See file dsdata.txt to determine how the superseded data were derived.
 FC0279
 FC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE374580(NAD 83)
 FC0279_MARKER: DD = SURVEY DISK
 FC0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0279_SP_SET: BRIDGE
 FC0279_STAMPING: GAGING STATION
 FC0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0279
 FC0279  HISTORY     - Date     Condition        Report By
 FC0279  HISTORY     - UNK      MONUMENTED       USGS
 FC0279  HISTORY     - 1961     GOOD             NGS
 FC0279
 FC0279                          STATION DESCRIPTION
 FC0279
 FC0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0279'2.6 MI W FROM LOUDON.
 FC0279'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILE WEST ON
 FC0279'THE SOUTHERN RAILWAY TO AN OVERPASS, THEN GO 2.15 MILES NORTHWEST
 FC0279'ON STATE HIGHWAY 72 TO A SMALL BRIDGE.  THE BENCH MARK IS 9 FT.
 FC0279'SOUTH OF THE CENTER OF STATE HIGHWAY 72.  THE DISK IS CEMENTED
 FC0279'IN A DRILL HOLE IN TOP OF THE WEST END OF THE SOUTH CONCRETE
 FC0279'HEADWALL OF THE BRIDGE AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1312 ***********************************************************************
 FC1312  DESIGNATION -  GAGING STATION
 FC1312  PID         -  FC1312
 FC1312  STATE/COUNTY-  TN/MARION
 FC1312  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1312
 FC1312                         *CURRENT SURVEY CONTROL
 FC1312  ___________________________________________________________________
 FC1312* NAD 83(1986)-  35 04 50.     (N)    085 44 10.     (W)     SCALED    
 FC1312* NAVD 88     -       202.013  (meters)     662.77   (feet)  ADJUSTED  
 FC1312  ___________________________________________________________________
 FC1312  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1312  DYNAMIC HT  -         201.817 (meters)     662.13  (feet)  COMP
 FC1312  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 FC1312
 FC1312  VERT ORDER  -  SECOND    CLASS 0
 FC1312
 FC1312.The horizontal coordinates were scaled from a topographic map and have
 FC1312.an estimated accuracy of +/- 6 seconds.
 FC1312
 FC1312.The orthometric height was determined by differential leveling
 FC1312.and adjusted by the National Geodetic Survey in June 1991..
 FC1312
 FC1312.The geoid height was determined by GEOID03.
 FC1312
 FC1312.The dynamic height is computed by dividing the NAVD 88
 FC1312.geopotential number by the normal gravity value computed on the
 FC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1312.degrees latitude (g = 980.6199 gals.).
 FC1312
 FC1312.The modeled gravity was interpolated from observed gravity values.
 FC1312
 FC1312;                    North         East    Units  Estimated Accuracy
 FC1312;SPC TN       -    82,940.      624,070.      MT  (+/- 180 meters Scaled)
 FC1312
 FC1312                          SUPERSEDED SURVEY CONTROL
 FC1312
 FC1312  NGVD 29 (??/??/92)  202.014  (m)          662.77   (f) ADJ UNCH    2 0
 FC1312
 FC1312.Superseded values are not recommended for survey control.
 FC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1312.See file dsdata.txt to determine how the superseded data were derived.
 FC1312
 FC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152827(NAD 83)
 FC1312_MARKER: DD = SURVEY DISK
 FC1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1312_SP_SET: BRIDGE
 FC1312_STAMPING: GAGING STATION
 FC1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1312
 FC1312  HISTORY     - Date     Condition        Report By
 FC1312  HISTORY     - UNK      MONUMENTED       USGS
 FC1312  HISTORY     - 1962     GOOD             NGS
 FC1312
 FC1312                          STATION DESCRIPTION
 FC1312
 FC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1312'4.2 MI NW FROM DIXIE LEE.
 FC1312'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1312'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1312'41-64 FOR 4.15 MILES TO THE MARK SET IN THE NORTHWEST WINGWALL
 FC1312'OF A BRIDGE OVER KELLY COVE BRANCH, 315 FEET NORTHWEST OF
 FC1312'THE NORTHWEST CORNER OF THE BATTLE CREEK BAPTIST CHURCH, AND
 FC1312'17 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 41-64.  A USGS
 FC1312'DISK DRILLED IN A CONCRETE BRIDGE AND ABOUT LEVEL WITH THE
 FC1312'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0206 ***********************************************************************
 GD0206  DESIGNATION -  GAGING STATION
 GD0206  PID         -  GD0206
 GD0206  STATE/COUNTY-  TN/HENRY
 GD0206  USGS QUAD   -  PARIS LANDING (1981)
 GD0206
 GD0206                         *CURRENT SURVEY CONTROL
 GD0206  ___________________________________________________________________
 GD0206* NAD 83(1986)-  36 25 37.     (N)    088 06 03.     (W)     SCALED    
 GD0206* NAVD 88     -       120.024  (meters)     393.78   (feet)  ADJUSTED  
 GD0206  ___________________________________________________________________
 GD0206  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD0206  DYNAMIC HT  -         119.926 (meters)     393.46  (feet)  COMP
 GD0206  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GD0206
 GD0206  VERT ORDER  -  FIRST     CLASS II
 GD0206
 GD0206.The horizontal coordinates were scaled from a topographic map and have
 GD0206.an estimated accuracy of +/- 6 seconds.
 GD0206
 GD0206.The orthometric height was determined by differential leveling
 GD0206.and adjusted by the National Geodetic Survey in June 1991..
 GD0206
 GD0206.The geoid height was determined by GEOID03.
 GD0206
 GD0206.The dynamic height is computed by dividing the NAVD 88
 GD0206.geopotential number by the normal gravity value computed on the
 GD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0206.degrees latitude (g = 980.6199 gals.).
 GD0206
 GD0206.The modeled gravity was interpolated from observed gravity values.
 GD0206
 GD0206;                    North         East    Units  Estimated Accuracy
 GD0206;SPC TN       -   234,310.      411,620.      MT  (+/- 180 meters Scaled)
 GD0206
 GD0206                          SUPERSEDED SURVEY CONTROL
 GD0206
 GD0206  NGVD 29 (??/??/??)  120.068  (m)          393.92   (f) ADJUSTED    1 2
 GD0206
 GD0206.Superseded values are not recommended for survey control.
 GD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0206.See file dsdata.txt to determine how the superseded data were derived.
 GD0206
 GD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF013318(NAD 83)
 GD0206_MARKER: S = SPIKE
 GD0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0206_SP_SET: ELM TREE ROOT
 GD0206_MARK LOGO: TVA   
 GD0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0206
 GD0206  HISTORY     - Date     Condition        Report By
 GD0206  HISTORY     - UNK      MONUMENTED       TVA
 GD0206  HISTORY     - 1947     GOOD             CGS
 GD0206
 GD0206                          STATION DESCRIPTION
 GD0206
 GD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0206'18.2 MI NE FROM PARIS.
 GD0206'ABOUT 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0206'COURTHOUSE AT PARIS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG OLD
 GD0206'STATE HIGHWAY 76, AND THENCE ABOUT 0.8 MILE SOUTH ALONG THE GRAVEL
 GD0206'ROAD LEADING TO THE EAGLE CREEK MALARIA CONTROL OPERATION BASE,
 GD0206'AT THE OPERATION BASE, ABOUT 310 FEET SOUTHEAST OF THE EAGLE
 GD0206'CREEK GAGING STATION, 86 FEET EAST OF THE SOUTHEAST END OF THE
 GD0206'STORAGE TANK, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A WELL
 GD0206'CURB, AND IN THE NORTH ROOT OF A 14-INCH BLAZED ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1106 ***********************************************************************
 FC1106  DESIGNATION -  GAGING STATION
 FC1106  PID         -  FC1106
 FC1106  STATE/COUNTY-  TN/HAMILTON
 FC1106  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1106
 FC1106                         *CURRENT SURVEY CONTROL
 FC1106  ___________________________________________________________________
 FC1106* NAD 83(1986)-  35 06 24.     (N)    085 14 01.     (W)     SCALED    
 FC1106* NAVD 88     -       212.771  (meters)     698.07   (feet)  ADJUSTED  
 FC1106  ___________________________________________________________________
 FC1106  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1106  DYNAMIC HT  -         212.560 (meters)     697.37  (feet)  COMP
 FC1106  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FC1106
 FC1106  VERT ORDER  -  FIRST     CLASS II
 FC1106
 FC1106.The horizontal coordinates were scaled from a topographic map and have
 FC1106.an estimated accuracy of +/- 6 seconds.
 FC1106
 FC1106.The orthometric height was determined by differential leveling
 FC1106.and adjusted by the National Geodetic Survey in June 1991..
 FC1106
 FC1106.The geoid height was determined by GEOID03.
 FC1106
 FC1106.The dynamic height is computed by dividing the NAVD 88
 FC1106.geopotential number by the normal gravity value computed on the
 FC1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1106.degrees latitude (g = 980.6199 gals.).
 FC1106
 FC1106.The modeled gravity was interpolated from observed gravity values.
 FC1106
 FC1106;                    North         East    Units  Estimated Accuracy
 FC1106;SPC TN       -    86,080.      669,870.      MT  (+/- 180 meters Scaled)
 FC1106
 FC1106                          SUPERSEDED SURVEY CONTROL
 FC1106
 FC1106  NGVD 29 (??/??/92)  212.812  (m)          698.20   (f) ADJ UNCH    1 2
 FC1106
 FC1106.Superseded values are not recommended for survey control.
 FC1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1106.See file dsdata.txt to determine how the superseded data were derived.
 FC1106
 FC1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609862(NAD 83)
 FC1106_MARKER: DD = SURVEY DISK
 FC1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1106_SP_SET: BRIDGE
 FC1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1106
 FC1106  HISTORY     - Date     Condition        Report By
 FC1106  HISTORY     - UNK      MONUMENTED       USGS
 FC1106  HISTORY     - 1950     GOOD             NGS
 FC1106  HISTORY     - 19980117 GOOD             USPSQD
 FC1106
 FC1106                          STATION DESCRIPTION
 FC1106
 FC1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1106'2.6 MI S FROM HIXON.
 FC1106'ABOUT 2.55 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1106'STATION AT HIXON, ABOUT 2.55 MILES NORTHEAST OF THE STATION AT
 FC1106'BOYCE, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 FC1106'THE RAILWAY BRIDGE OVER THE TENNESSEE RIVER, 13.3 FEET EAST
 FC1106'OF THE EAST RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 FC1106
 FC1106                          STATION RECOVERY (1998)
 FC1106
 FC1106'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1091 ***********************************************************************
 FD1091  DESIGNATION -  GAGING STATION
 FD1091  PID         -  FD1091
 FD1091  STATE/COUNTY-  TN/HUMPHREYS
 FD1091  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1091
 FD1091                         *CURRENT SURVEY CONTROL
 FD1091  ___________________________________________________________________
 FD1091* NAD 83(1986)-  35 56 39.     (N)    087 49 11.     (W)     SCALED    
 FD1091* NAVD 88     -       118.816  (meters)     389.82   (feet)  ADJUSTED  
 FD1091  ___________________________________________________________________
 FD1091  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1091  DYNAMIC HT  -         118.714 (meters)     389.48  (feet)  COMP
 FD1091  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FD1091
 FD1091  VERT ORDER  -  SECOND    CLASS 0
 FD1091
 FD1091.The horizontal coordinates were scaled from a topographic map and have
 FD1091.an estimated accuracy of +/- 6 seconds.
 FD1091
 FD1091.The orthometric height was determined by differential leveling
 FD1091.and adjusted by the National Geodetic Survey in June 1991..
 FD1091
 FD1091.The geoid height was determined by GEOID03.
 FD1091
 FD1091.The dynamic height is computed by dividing the NAVD 88
 FD1091.geopotential number by the normal gravity value computed on the
 FD1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1091.degrees latitude (g = 980.6199 gals.).
 FD1091
 FD1091.The modeled gravity was interpolated from observed gravity values.
 FD1091
 FD1091;                    North         East    Units  Estimated Accuracy
 FD1091;SPC TN       -   180,250.      435,830.      MT  (+/- 180 meters Scaled)
 FD1091
 FD1091                          SUPERSEDED SURVEY CONTROL
 FD1091
 FD1091  NGVD 29 (??/??/92)  118.850  (m)          389.93   (f) ADJ UNCH    2 0
 FD1091
 FD1091.Superseded values are not recommended for survey control.
 FD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1091.See file dsdata.txt to determine how the superseded data were derived.
 FD1091
 FD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE260780(NAD 83)
 FD1091_MARKER: DD = SURVEY DISK
 FD1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1091_SP_SET: ABUTMENT
 FD1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1091
 FD1091  HISTORY     - Date     Condition        Report By
 FD1091  HISTORY     - UNK      MONUMENTED       USGS
 FD1091  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1091
 FD1091                          STATION DESCRIPTION
 FD1091
 FD1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1091'12.1 MI S FROM WAVERLY.
 FD1091'12.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1091'COUNTY, AT THE BRIDGE OVER DUCK RIVER, AND IN THE TOP OF THE
 FD1091'WEST SIDE OF THE SOUTH STONE ABUTMENT.  NOTE-- THERE IS A NEW
 FD1091'CONCRETE BRIDGE AT THE SITE AND IT IS ASSUMED THAT THE MARK WAS
 FD1091'DESTROYED WHEN THE NEW BRIDGE WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0228 ***********************************************************************
 FE0228  DESIGNATION -  GAGING STATION
 FE0228  PID         -  FE0228
 FE0228  STATE/COUNTY-  TN/HARDIN
 FE0228  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0228
 FE0228                         *CURRENT SURVEY CONTROL
 FE0228  ___________________________________________________________________
 FE0228* NAD 83(1986)-  35 16 33.     (N)    088 17 32.     (W)     SCALED    
 FE0228* NAVD 88     -       125.159  (meters)     410.63   (feet)  ADJUSTED  
 FE0228  ___________________________________________________________________
 FE0228  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0228  DYNAMIC HT  -         125.046 (meters)     410.26  (feet)  COMP
 FE0228  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 FE0228
 FE0228  VERT ORDER  -  FIRST     CLASS II
 FE0228
 FE0228.The horizontal coordinates were scaled from a topographic map and have
 FE0228.an estimated accuracy of +/- 6 seconds.
 FE0228
 FE0228.The orthometric height was determined by differential leveling
 FE0228.and adjusted by the National Geodetic Survey in June 1991..
 FE0228
 FE0228.The geoid height was determined by GEOID03.
 FE0228
 FE0228.The dynamic height is computed by dividing the NAVD 88
 FE0228.geopotential number by the normal gravity value computed on the
 FE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0228.degrees latitude (g = 980.6199 gals.).
 FE0228
 FE0228.The modeled gravity was interpolated from observed gravity values.
 FE0228
 FE0228;                    North         East    Units  Estimated Accuracy
 FE0228;SPC TN       -   107,010.      391,470.      MT  (+/- 180 meters Scaled)
 FE0228
 FE0228                          SUPERSEDED SURVEY CONTROL
 FE0228
 FE0228  NGVD 29 (??/??/??)  125.171  (m)          410.67   (f) ADJUSTED    1 2
 FE0228
 FE0228.Superseded values are not recommended for survey control.
 FE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0228.See file dsdata.txt to determine how the superseded data were derived.
 FE0228
 FE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824043(NAD 83)
 FE0228_MARKER: DD = SURVEY DISK
 FE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0228_MARK LOGO: USGS  
 FE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0228+STABILITY: SURFACE MOTION
 FE0228
 FE0228  HISTORY     - Date     Condition        Report By
 FE0228  HISTORY     - UNK      MONUMENTED       USGS
 FE0228  HISTORY     - 1947     GOOD             CGS
 FE0228  HISTORY     - 1949     GOOD             CGS
 FE0228
 FE0228                          STATION DESCRIPTION
 FE0228
 FE0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0228'6.2 MI NW FROM SAVANNAH.
 FE0228'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0228'SAVANNAH, THENCE ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0228'AT THE COFFEE LANDING GAGING STATION, 38.5 FEET SOUTH OF THE
 FE0228'WEST END OF THE SOUTH IRON GUARD RAIL OF THE WALK TO THE GAGE
 FE0228'HOUSE, 6.5 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE, 6 FEET
 FE0228'WEST OF A 6-INCH OAK TREE, 12.5 FEET SOUTHEAST OF A 5-INCH PINE
 FE0228'TREE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE0228'NOTE-- A STEEL POST WAS SET 2 FEET NORTH OF MARKER.
 FE0228'NOTE--A USGS GAGING STATION REF. MARK.
 FE0228
 FE0228                          STATION RECOVERY (1949)
 FE0228
 FE0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1890 ***********************************************************************
 FB1890  DESIGNATION -  GAGING STATION
 FB1890  PID         -  FB1890
 FB1890  STATE/COUNTY-  TN/KNOX
 FB1890  USGS QUAD   -  KNOXVILLE (1978)
 FB1890
 FB1890                         *CURRENT SURVEY CONTROL
 FB1890  ___________________________________________________________________
 FB1890* NAD 83(1986)-  35 57 47.     (N)    083 54 29.     (W)     SCALED    
 FB1890* NAVD 88     -       249.99   (+/-2cm)     820.2    (feet)  VERTCON   
 FB1890  ___________________________________________________________________
 FB1890  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1890
 FB1890  VERT ORDER  -  ? (See Below)
 FB1890
 FB1890.The horizontal coordinates were scaled from a topographic map and have
 FB1890.an estimated accuracy of +/- 6 seconds.
 FB1890
 FB1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1890.The vertical order pertains to the NGVD 29 superseded value.
 FB1890
 FB1890.The geoid height was determined by GEOID03.
 FB1890
 FB1890;                    North         East    Units  Estimated Accuracy
 FB1890;SPC TN       -   182,830.      788,680.      MT  (+/- 180 meters Scaled)
 FB1890
 FB1890                          SUPERSEDED SURVEY CONTROL
 FB1890
 FB1890  NGVD 29 (??/??/92)  250.122  (m)          820.61   (f) ADJ UNCH    ?  
 FB1890
 FB1890.Superseded values are not recommended for survey control.
 FB1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1890.See file dsdata.txt to determine how the superseded data were derived.
 FB1890
 FB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV377837(NAD 83)
 FB1890_MARKER: DD = SURVEY DISK
 FB1890_SETTING: 80 = SET IN A BOULDER
 FB1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1890+STABILITY: SURFACE MOTION
 FB1890
 FB1890  HISTORY     - Date     Condition        Report By
 FB1890  HISTORY     - UNK      MONUMENTED       USGS
 FB1890  HISTORY     - 1950     GOOD             NGS
 FB1890  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1890
 FB1890                          STATION DESCRIPTION
 FB1890
 FB1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1890'AT KNOXVILLE.
 FB1890'AT KNOXVILLE, ON THE SOUTHERN RAILWAY, 0.5 MILE EAST OF THE GAY
 FB1890'STREET BRIDGE, ABOUT 2 RAILS DOWNSTREAM FROM THE CONCRETE HOUSE
 FB1890'OF THE GAGING STATION, NEAR THE OLD CITY WATER WORKS PUMPING
 FB1890'STATION, AT THE DOWNSTREAM END OF A RAILROAD BRIDGE, BETWEEN THE
 FB1890'TRACK AND THE RIVER, 15 FEET FROM THE TRACK, ABOUT 5 FEET LOWER
 FB1890'THAN THE TRACK, AND ON THE TOP OF A BOULDER.  A UNITED STATES
 FB1890'GEOLOGICAL SURVEY STANDARD GAGING STATION DISK.
 FB1890
 FB1890                          STATION RECOVERY (1982)
 FB1890
 FB1890'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1023 ***********************************************************************
 FZ1023  DESIGNATION -  GAGING STATION
 FZ1023  PID         -  FZ1023
 FZ1023  STATE/COUNTY-  TN/JOHNSON
 FZ1023  USGS QUAD   -  ELK MILLS (1994)
 FZ1023
 FZ1023                         *CURRENT SURVEY CONTROL
 FZ1023  ___________________________________________________________________
 FZ1023* NAD 83(1986)-  36 18 57.     (N)    081 56 48.     (W)     SCALED    
 FZ1023* NAVD 88     -       580.79   (+/-2cm)    1905.5    (feet)  VERTCON   
 FZ1023  ___________________________________________________________________
 FZ1023  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ1023
 FZ1023  VERT ORDER  -  ? (See Below)
 FZ1023
 FZ1023.The horizontal coordinates were scaled from a topographic map and have
 FZ1023.an estimated accuracy of +/- 6 seconds.
 FZ1023
 FZ1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1023.The vertical order pertains to the NGVD 29 superseded value.
 FZ1023
 FZ1023.The geoid height was determined by GEOID03.
 FZ1023
 FZ1023;                    North         East    Units  Estimated Accuracy
 FZ1023;SPC TN       -   227,500.      963,890.      MT  (+/- 180 meters Scaled)
 FZ1023
 FZ1023                          SUPERSEDED SURVEY CONTROL
 FZ1023
 FZ1023  NGVD 29 (??/??/92)  580.903  (m)         1905.85   (f) ADJ UNCH    ?  
 FZ1023
 FZ1023.Superseded values are not recommended for survey control.
 FZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1023.See file dsdata.txt to determine how the superseded data were derived.
 FZ1023
 FZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA150193(NAD 83)
 FZ1023_MARKER: DD = SURVEY DISK
 FZ1023_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1023_SP_SET: BEDROCK
 FZ1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1023+STABILITY: POSITION/ELEVATION WELL
 FZ1023
 FZ1023  HISTORY     - Date     Condition        Report By
 FZ1023  HISTORY     - UNK      MONUMENTED       USGS
 FZ1023  HISTORY     - 1935     GOOD             NGS
 FZ1023
 FZ1023                          STATION DESCRIPTION
 FZ1023
 FZ1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ1023'AT DUGGER BRIDGE.
 FZ1023'ON THE GREGG BRANCH COUNTY ROAD AT DUGGER BRIDGE, JOHNSON
 FZ1023'COUNTY, AT THE SOUTHEAST END OF DUGGER BRIDGE OVER WATAUGA
 FZ1023'RIVER, 4.2 FEET SOUTH OF THE SOUTHWEST CORNER, 13.9 FEET
 FZ1023'SOUTHWEST OF THE SOUTHEAST CORNER, ON THE SOUTH SIDE OF THE
 FZ1023'ROAD, AT THE TOE OF A ROCK CUT, AND IN BEDROCK.  A UNITED STATES
 FZ1023'GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2213 ***********************************************************************
 GA2213  DESIGNATION -  GAGING STATION RM 1
 GA2213  PID         -  GA2213
 GA2213  STATE/COUNTY-  TN/KNOX
 GA2213  USGS QUAD   -  MASCOT (1987)
 GA2213
 GA2213                         *CURRENT SURVEY CONTROL
 GA2213  ___________________________________________________________________
 GA2213* NAD 83(1986)-  36 03 28.     (N)    083 42 18.     (W)     SCALED    
 GA2213* NAVD 88     -       263.218  (meters)     863.57   (feet)  ADJUSTED  
 GA2213  ___________________________________________________________________
 GA2213  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2213  DYNAMIC HT  -         262.975 (meters)     862.78  (feet)  COMP
 GA2213  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA2213
 GA2213  VERT ORDER  -  FIRST     CLASS I
 GA2213
 GA2213.The horizontal coordinates were scaled from a topographic map and have
 GA2213.an estimated accuracy of +/- 6 seconds.
 GA2213
 GA2213.The orthometric height was determined by differential leveling
 GA2213.and adjusted by the National Geodetic Survey in June 1991..
 GA2213
 GA2213.The geoid height was determined by GEOID03.
 GA2213
 GA2213.The dynamic height is computed by dividing the NAVD 88
 GA2213.geopotential number by the normal gravity value computed on the
 GA2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2213.degrees latitude (g = 980.6199 gals.).
 GA2213
 GA2213.The modeled gravity was interpolated from observed gravity values.
 GA2213
 GA2213;                    North         East    Units  Estimated Accuracy
 GA2213;SPC TN       -   193,750.      806,750.      MT  (+/- 180 meters Scaled)
 GA2213
 GA2213                          SUPERSEDED SURVEY CONTROL
 GA2213
 GA2213  NGVD 29 (??/??/92)  263.343  (m)          863.98   (f) ADJ UNCH    1 1
 GA2213
 GA2213.Superseded values are not recommended for survey control.
 GA2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2213.See file dsdata.txt to determine how the superseded data were derived.
 GA2213
 GA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV563937(NAD 83)
 GA2213_MARKER: DD = SURVEY DISK
 GA2213_SETTING: 66 = SET IN ROCK OUTCROP
 GA2213_SP_SET: ROCK LEDGE
 GA2213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2213+STABILITY: POSITION/ELEVATION WELL
 GA2213
 GA2213  HISTORY     - Date     Condition        Report By
 GA2213  HISTORY     - UNK      MONUMENTED       USGS
 GA2213  HISTORY     - 1967     GOOD             NGS
 GA2213  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2213
 GA2213                          STATION DESCRIPTION
 GA2213
 GA2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2213'2.3 MI SE FROM MASCOT.
 GA2213'ABOUT 2.3 MILES EAST AND SOUTH ALONG A BLACK TOPPED ROAD FROM THE
 GA2213'METHODIST CHURCH AT MASCOT, ABOUT 0.25 MILE SOUTH OF THE SOUTHERN
 GA2213'RAILWAY OVERPASS OVER THE ROAD, ABOUT 150 FEET DOWNSTREAM (WEST)
 GA2213'FROM THE SOUTHWEST CORNER OF A TRIPLE ARCHED CONCRETE BRIDGE OVER
 GA2213'THE HOLSTON RIVER, SET ON THE TOP OF A ROCK LEDGE NEAR THE BOTTOM
 GA2213'OF A ROCK BLUFF, 25.1 FEET SOUTH OF THE SOUTH EDGE OF THE ROUND
 GA2213'GAGE HOUSE, ALONG THE SOUTH EDGE OF THE HOLSTON RIVER AND ABOUT
 GA2213'20 FEET ABOVE THE RIVER.
 GA2213
 GA2213                          STATION RECOVERY (1982)
 GA2213
 GA2213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2519 ***********************************************************************
 FE2519  DESIGNATION -  GAINES
 FE2519  PID         -  FE2519
 FE2519  STATE/COUNTY-  TN/TIPTON
 FE2519  USGS QUAD   -  MASON (1973)
 FE2519
 FE2519                         *CURRENT SURVEY CONTROL
 FE2519  ___________________________________________________________________
 FE2519* NAD 83(1995)-  35 24 37.52187(N)    089 37 21.36469(W)     ADJUSTED  
 FE2519* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 FE2519  ___________________________________________________________________
 FE2519  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FE2519  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2519
 FE2519  HORZ ORDER  -  THIRD
 FE2519
 FE2519.The horizontal coordinates were established by classical geodetic methods
 FE2519.and adjusted by the National Geodetic Survey in April 1999..
 FE2519
 FE2519.The orthometric height was scaled from a topographic map.
 FE2519
 FE2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2519
 FE2519.The geoid height was determined by GEOID03.
 FE2519
 FE2519;                    North         East     Units Scale Factor Converg.
 FE2519;SPC TN       -   125,591.592   271,042.260   MT  0.99997557   -2 07 14.9
 FE2519;SPC TN       -   412,045.08    889,244.48   sFT  0.99997557   -2 07 14.9
 FE2519;UTM  16      - 3,921,718.272   261,856.835   MT  1.00029895   -1 31 13.2
 FE2519
 FE2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2519!SPC TN       -   0.99998686  x   0.99997557  =   0.99996243
 FE2519!UTM  16      -   0.99998686  x   1.00029895  =   1.00028581
 FE2519
 FE2519:                Primary Azimuth Mark                     Grid Az
 FE2519:SPC TN       -  GAINES AZ MK                             021 59 16.7
 FE2519:UTM  16      -  GAINES AZ MK                             021 23 15.0
 FE2519
 FE2519|---------------------------------------------------------------------|
 FE2519| PID    Reference Object                     Distance      Geod. Az  |
 FE2519|                                                           dddmmss.s |
 FE2519| CG4084 GAINES AZ MK                                       0195201.8 |
 FE2519| CG4085 GAINES RM 1                          21.670 METERS 02930     |
 FE2519| CG4086 GAINES RM 2                          17.920 METERS 08814     |
 FE2519| FE2522 RBN GAINESVILLE NQ 4                122.241 METERS 33306     |
 FE2519|---------------------------------------------------------------------|
 FE2519
 FE2519                          SUPERSEDED SURVEY CONTROL
 FE2519
 FE2519  NAD 83(1995)-  35 24 37.52827(N)    089 37 21.36589(W) AD(       ) 3
 FE2519  NAD 83(1986)-  35 24 37.53365(N)    089 37 21.36581(W) AD(       ) 3
 FE2519  NAD 27      -  35 24 37.23330(N)    089 37 21.08620(W) AD(       ) 3
 FE2519
 FE2519.Superseded values are not recommended for survey control.
 FE2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2519.See file dsdata.txt to determine how the superseded data were derived.
 FE2519
 FE2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6185721718(NAD 83)
 FE2519_MARKER: DS = TRIANGULATION STATION DISK
 FE2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2519
 FE2519  HISTORY     - Date     Condition        Report By
 FE2519  HISTORY     - 1958     MONUMENTED       CGS
 FE2519
 FE2519                          STATION DESCRIPTION
 FE2519
 FE2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2519'THE STATION IS ABOUT 6 MILES WEST OF MASON, ABOUT 10 MILES SOUTH OF
 FE2519'COVINGTON AND ON THE PROPERTY OF MRS. JESSIE ANDERSON.  IT IS
 FE2519'8 FEET SOUTHEAST OF A WHITE WITNESS POST AND 65 FEET WEST OF THE
 FE2519'CENTERLINE OF AN ACCESS ROAD.  THE MONUMENT PROJECTS 3 INCHES AND
 FE2519'THE DISK IS STAMPED GAINES 1958.
 FE2519'
 FE2519'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN
 FE2519'COVINGTON, GO SOUTH ON STATE HIGHWAY 59 FOR 6.8 MILES TO A CROSSROAD.
 FE2519'TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 4.95 MILES TO A T-ROAD
 FE2519'INTERSECTION.  TURN RIGHT AND GO 0.5 MILE TO A PAVED SIDE ROAD LEFT.
 FE2519'*TURN LEFT AND GO 0.45 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 FE2519'AND GO 0.05 MILE TO A GATE AT THE EAST SIDE OF A BARN.  PASS THROUGH
 FE2519'THE GATE AND GO NORTHERLY FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FE2519'
 FE2519'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD FOR 0.2
 FE2519'MILE TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 FE2519'
 FE2519'REFERENCE MARK 1 IS 10 FEET WEST OF THE CENTERLINE OF THE ROAD AND 69
 FE2519'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 FE2519'1 INCH AND THE DISK IS STAMPED GAINES NO 1 1958.
 FE2519'
 FE2519'REFERENCE MARK 2 IS 65 FEET EAST OF THE WHITE WITNESS POST AND 8 FEET
 FE2519'WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 1 INCH
 FE2519'AND THE DISK IS STAMPED GAINES NO 2 1958.
 FE2519'
 FE2519'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF
 FE2519'A WHITE WITNESS POST AND 34 FEET SOUTHWEST OF THE CENTERLINE OF A
 FE2519'PAVED ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2519'GAINES 1958.
 FE2519'
 FE2519'A TRAVERSE TIE WAS MADE TO AN/UR5 HOMER AND AN/URN17 FANMARKER (FIELD
 FE2519'8) THE DISTANCE BEING 401.05 FEET TO THE SECOND POLE FROM THE WEST
 FE2519'SIDE OF THE FAN.
 FE2519'
 FE2519'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1030 ***********************************************************************
 FF1030  DESIGNATION -  GAITHER AZ MK RESET
 FF1030  PID         -  FF1030
 FF1030  STATE/COUNTY-  TN/SHELBY
 FF1030  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1030
 FF1030                         *CURRENT SURVEY CONTROL
 FF1030  ___________________________________________________________________
 FF1030* NAD 83(1995)-  35 06 34.88129(N)    090 01 40.95124(W)     ADJUSTED  
 FF1030* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 FF1030  ___________________________________________________________________
 FF1030  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF1030  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1030
 FF1030  HORZ ORDER  -  SECOND
 FF1030
 FF1030.The horizontal coordinates were established by classical geodetic methods
 FF1030.and adjusted by the National Geodetic Survey in April 1999..
 FF1030
 FF1030.The orthometric height was scaled from a topographic map.
 FF1030
 FF1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1030
 FF1030.The geoid height was determined by GEOID03.
 FF1030
 FF1030;                    North         East     Units Scale Factor Converg.
 FF1030;SPC TN       -    93,693.893   232,872.284   MT  1.00002772   -2 21 29.4
 FF1030;SPC TN       -   307,394.05    764,015.15   sFT  1.00002772   -2 21 29.4
 FF1030;SPC AR N     -    87,930.340   579,758.470   MT  0.99997001   +1 08 50.9
 FF1030;SPC AR N     -   288,484.79  1,902,090.91   sFT  0.99997001   +1 08 50.9
 FF1030;UTM  15      - 3,889,249.937   770,875.122   MT  1.00050438   +1 42 37.2
 FF1030;UTM  16      - 3,889,404.064   224,011.567   MT  1.00053885   -1 44 33.6
 FF1030
 FF1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1030!SPC TN       -   0.99999015  x   1.00002772  =   1.00001787
 FF1030!SPC AR N     -   0.99999015  x   0.99997001  =   0.99996016
 FF1030!UTM  15      -   0.99999015  x   1.00050438  =   1.00049453
 FF1030!UTM  16      -   0.99999015  x   1.00053885  =   1.00052900
 FF1030
 FF1030                          SUPERSEDED SURVEY CONTROL
 FF1030
 FF1030  NAD 83(1995)-  35 06 34.88347(N)    090 01 40.95076(W) AD(       ) 2
 FF1030  NAD 83(1995)-  35 06 34.88702(N)    090 01 40.95090(W) AD(       ) 2
 FF1030  NAD 83(1986)-  35 06 34.89149(N)    090 01 40.95234(W) AD(       ) 2
 FF1030  NAD 27      -  35 06 34.56320(N)    090 01 40.62180(W) AD(       ) 2
 FF1030
 FF1030.Superseded values are not recommended for survey control.
 FF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1030.See file dsdata.txt to determine how the superseded data were derived.
 FF1030
 FF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7087589250(NAD 83)
 FF1030_MARKER: DZ = AZIMUTH MARK DISK
 FF1030_SETTING: 0 = UNSPECIFIED SETTING
 FF1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1030
 FF1030  HISTORY     - Date     Condition        Report By
 FF1030  HISTORY     - 1959     MONUMENTED       CGS
 FF1030
 FF1030                          STATION DESCRIPTION
 FF1030
 FF1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF1030'SEE STATION GAITHER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2165 ***********************************************************************
 GA2165  DESIGNATION -  GAL
 GA2165  PID         -  GA2165
 GA2165  STATE/COUNTY-  TN/HAWKINS
 GA2165  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2165
 GA2165                         *CURRENT SURVEY CONTROL
 GA2165  ___________________________________________________________________
 GA2165* NAD 83(1995)-  36 21 38.44126(N)    083 10 33.44569(W)     ADJUSTED  
 GA2165* NAVD 88     -       345.284  (meters)    1132.82   (feet)  ADJUSTED  
 GA2165  ___________________________________________________________________
 GA2165  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GA2165  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2165  DYNAMIC HT  -         344.970 (meters)    1131.79  (feet)  COMP
 GA2165  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2165
 GA2165  HORZ ORDER  -  SECOND
 GA2165  VERT ORDER  -  SECOND    CLASS 0
 GA2165
 GA2165.The horizontal coordinates were established by classical geodetic methods
 GA2165.and adjusted by the National Geodetic Survey in April 1999..
 GA2165
 GA2165.The orthometric height was determined by differential leveling
 GA2165.and adjusted by the National Geodetic Survey in June 1991..
 GA2165
 GA2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2165
 GA2165.The geoid height was determined by GEOID03.
 GA2165
 GA2165.The dynamic height is computed by dividing the NAVD 88
 GA2165.geopotential number by the normal gravity value computed on the
 GA2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2165.degrees latitude (g = 980.6199 gals.).
 GA2165
 GA2165.The modeled gravity was interpolated from observed gravity values.
 GA2165
 GA2165;                    North         East     Units Scale Factor Converg.
 GA2165;SPC TN       -   228,592.477   853,424.057   MT  0.99999055   +1 39 11.9
 GA2165;SPC TN       -   749,973.82  2,799,942.09   sFT  0.99999055   +1 39 11.9
 GA2165;UTM  17      - 4,026,152.626   304,768.989   MT  1.00006963   -1 17 25.7
 GA2165
 GA2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2165!SPC TN       -   0.99995071  x   0.99999055  =   0.99994126
 GA2165!UTM  17      -   0.99995071  x   1.00006963  =   1.00002033
 GA2165
 GA2165|---------------------------------------------------------------------|
 GA2165| PID    Reference Object                     Distance      Geod. Az  |
 GA2165|                                                           dddmmss.s |
 GA2165| GA2164 GAL RM 1                              6.661 METERS 04641     |
 GA2165| GA2166 GAL RM 2                              6.545 METERS 22809     |
 GA2165| GA2168 GRAVE                               APPROX. 0.9 KM 2310111.7 |
 GA2165|---------------------------------------------------------------------|
 GA2165
 GA2165                          SUPERSEDED SURVEY CONTROL
 GA2165
 GA2165  NAD 83(1995)-  36 21 38.44559(N)    083 10 33.44968(W) AD(       ) 2
 GA2165  NAD 83(1995)-  36 21 38.45715(N)    083 10 33.44604(W) AD(       ) 2
 GA2165  NAD 83(1995)-  36 21 38.44781(N)    083 10 33.44736(W) AD(       ) 2
 GA2165  NAD 83(1986)-  36 21 38.45002(N)    083 10 33.44766(W) AD(       ) 2
 GA2165  NAD 27      -  36 21 38.11554(N)    083 10 33.83709(W) AD(       ) 2
 GA2165  NGVD 29 (??/??/92)  345.424  (m)         1133.28   (f) ADJ UNCH    2 0
 GA2165
 GA2165.Superseded values are not recommended for survey control.
 GA2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2165.See file dsdata.txt to determine how the superseded data were derived.
 GA2165
 GA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0476926153(NAD 83)
 GA2165_MARKER: DD = SURVEY DISK
 GA2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2165_STAMPING: GAL 1964
 GA2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2165+STABILITY: SURFACE MOTION
 GA2165
 GA2165  HISTORY     - Date     Condition        Report By
 GA2165  HISTORY     - 1964     MONUMENTED       TNHD
 GA2165  HISTORY     - 1964     GOOD             TNGS
 GA2165
 GA2165                          STATION DESCRIPTION
 GA2165
 GA2165'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2165'THE STATION IS LOCATED ABOUT 6 MILES EAST OF BEAN STATION.
 GA2165'
 GA2165'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO EAST ON
 GA2165'U.S.  HIGHWAY 11W FOR
 GA2165'3.2 MILES TO THE POST OFFICE IN MOORESBURG, CONTINUE
 GA2165'3.4 MILES TO THE STATION ON THE
 GA2165'LEFT AS DESCRIBED.
 GA2165'
 GA2165'THE STATION IS 139 FEET NORTH-NORTHEAST OF POWER POLE NO. 1AT 544,
 GA2165'ABOUT 125 FEET NORTH OF
 GA2165'U.S.  HIGHWAY 11W AND 1.8 FEET SOUTHEAST OF A WITNESS
 GA2165'POST.  THE SURFACE AND
 GA2165'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2165'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA2165'GAL 1964.  THE UNDERGROUND
 GA2165'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2165'DISK IS SET IN
 GA2165'AN 8-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2165'
 GA2165'REFERENCE MARK NO. 1 IS ABOUT 125 FEET NORTH OF U.S. HIGHWAY 11W AND
 GA2165'23 FEET NORTHEAST OF A
 GA2165'6-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2165'DEPARTMENT DISK SET IN AN 8-INCH
 GA2165'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2165'THE DISK IS STAMPED GAL RM-1 1964.
 GA2165'
 GA2165'REFERENCE MARK NO. 2 IS ABOUT 125 FEET NORTH OF U.S. HIGHWAY 11W AND
 GA2165'22 FEET SOUTH OF A 6-INCH
 GA2165'PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2165'DEPARTMENT DISK SET IN AN 8-INCH
 GA2165'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2165'THE DISK IS STAMPED GAL RM-2 1964.
 GA2165'
 GA2165'TRAVERSE STATION GRAVE WILL SERVE AS THE AZIMUTH MARK.
 GA2165'
 GA2165'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2165
 GA2165                          STATION RECOVERY (1964)
 GA2165
 GA2165'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2165'3.4 MI E FROM MOORESBURG.
 GA2165'TO REACH THE STATION FROM THE POST OFFICE IN MOORESBURG, GO
 GA2165'EASTERLY ON U.S. HIGHWAY 11W FOR 3.4 MILES TO THE STATION ON
 GA2165'THE LEFT.  THE STATION IS 139 FEET NORTH-NORTHEAST OF POWER
 GA2165'POLE NO. IAT 544, ABOUT 125 FEET NORTH OF U.S. HIGHWAY 11W AND
 GA2165'1.8 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2165'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH SQUARE,
 GA2165'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2164 ***********************************************************************
 GA2164  DESIGNATION -  GAL RM 1
 GA2164  PID         -  GA2164
 GA2164  STATE/COUNTY-  TN/HAWKINS
 GA2164  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2164
 GA2164                         *CURRENT SURVEY CONTROL
 GA2164  ___________________________________________________________________
 GA2164* NAD 83(1986)-  36 21 38.     (N)    083 10 34.     (W)     SCALED    
 GA2164* NAVD 88     -       345.844  (meters)    1134.66   (feet)  ADJUSTED  
 GA2164  ___________________________________________________________________
 GA2164  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2164  DYNAMIC HT  -         345.530 (meters)    1133.63  (feet)  COMP
 GA2164  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2164
 GA2164  VERT ORDER  -  SECOND    CLASS 0
 GA2164
 GA2164.The horizontal coordinates were scaled from a topographic map and have
 GA2164.an estimated accuracy of +/- 6 seconds.
 GA2164
 GA2164.The orthometric height was determined by differential leveling
 GA2164.and adjusted by the National Geodetic Survey in June 1991..
 GA2164
 GA2164.The geoid height was determined by GEOID03.
 GA2164
 GA2164.The dynamic height is computed by dividing the NAVD 88
 GA2164.geopotential number by the normal gravity value computed on the
 GA2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2164.degrees latitude (g = 980.6199 gals.).
 GA2164
 GA2164.The modeled gravity was interpolated from observed gravity values.
 GA2164
 GA2164;                    North         East    Units  Estimated Accuracy
 GA2164;SPC TN       -   228,580.      853,410.      MT  (+/- 180 meters Scaled)
 GA2164
 GA2164                          SUPERSEDED SURVEY CONTROL
 GA2164
 GA2164  NGVD 29 (??/??/92)  345.984  (m)         1135.12   (f) ADJ UNCH    2 0
 GA2164
 GA2164.Superseded values are not recommended for survey control.
 GA2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2164.See file dsdata.txt to determine how the superseded data were derived.
 GA2164
 GA2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA047261(NAD 83)
 GA2164_MARKER: DD = SURVEY DISK
 GA2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2164_STAMPING: GAL RM 1 1964
 GA2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2164+STABILITY: SURFACE MOTION
 GA2164
 GA2164  HISTORY     - Date     Condition        Report By
 GA2164  HISTORY     - 1964     MONUMENTED       TNHD
 GA2164
 GA2164                          STATION DESCRIPTION
 GA2164
 GA2164'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2164'3.4 MI E FROM MOORESBURG.
 GA2164'THE MARK IS LOCATED AT THE GAL 1964 STATION SITE, ABOUT 125
 GA2164'FEET NORTH OF U.S. HIGHWAY 11W AND 23 FEET NORTHEAST OF A 6-INCH
 GA2164'PINE TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2164'DISK SET IN AN 8-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2164'THE GROUND.  NOTE-- FOR DESCR. SEE STATION GAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2166 ***********************************************************************
 GA2166  DESIGNATION -  GAL RM 2
 GA2166  PID         -  GA2166
 GA2166  STATE/COUNTY-  TN/HAWKINS
 GA2166  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2166
 GA2166                         *CURRENT SURVEY CONTROL
 GA2166  ___________________________________________________________________
 GA2166* NAD 83(1986)-  36 21 38.     (N)    083 10 34.     (W)     SCALED    
 GA2166* NAVD 88     -       344.683  (meters)    1130.85   (feet)  ADJUSTED  
 GA2166  ___________________________________________________________________
 GA2166  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2166  DYNAMIC HT  -         344.370 (meters)    1129.82  (feet)  COMP
 GA2166  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2166
 GA2166  VERT ORDER  -  SECOND    CLASS 0
 GA2166
 GA2166.The horizontal coordinates were scaled from a topographic map and have
 GA2166.an estimated accuracy of +/- 6 seconds.
 GA2166
 GA2166.The orthometric height was determined by differential leveling
 GA2166.and adjusted by the National Geodetic Survey in June 1991..
 GA2166
 GA2166.The geoid height was determined by GEOID03.
 GA2166
 GA2166.The dynamic height is computed by dividing the NAVD 88
 GA2166.geopotential number by the normal gravity value computed on the
 GA2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2166.degrees latitude (g = 980.6199 gals.).
 GA2166
 GA2166.The modeled gravity was interpolated from observed gravity values.
 GA2166
 GA2166;                    North         East    Units  Estimated Accuracy
 GA2166;SPC TN       -   228,580.      853,410.      MT  (+/- 180 meters Scaled)
 GA2166
 GA2166                          SUPERSEDED SURVEY CONTROL
 GA2166
 GA2166  NGVD 29 (??/??/92)  344.823  (m)         1131.31   (f) ADJ UNCH    2 0
 GA2166
 GA2166.Superseded values are not recommended for survey control.
 GA2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2166.See file dsdata.txt to determine how the superseded data were derived.
 GA2166
 GA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA047261(NAD 83)
 GA2166_MARKER: DD = SURVEY DISK
 GA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2166_STAMPING: GAL RM-2 1964
 GA2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2166+STABILITY: SURFACE MOTION
 GA2166
 GA2166  HISTORY     - Date     Condition        Report By
 GA2166  HISTORY     - 1964     MONUMENTED       TNHD
 GA2166
 GA2166                          STATION DESCRIPTION
 GA2166
 GA2166'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2166'3.4 MI E FROM MOORESBURG.
 GA2166'THE MARK IS LOCATED AT THE GAL 1964 STATION SITE, ABOUT 125
 GA2166'FEET NORTH OF U.S. HIGHWAY 11W AND 22 FEET SOUTH OF A 6-INCH
 GA2166'PINE TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2166'DISK SET IN AN 8-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2166'THE GROUND.  NOTE-- FOR DESCR. SEE STATION GAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2465 ***********************************************************************
 GB2465  DESIGNATION -  GALEN
 GB2465  PID         -  GB2465
 GB2465  STATE/COUNTY-  TN/MACON
 GB2465  USGS QUAD   -  GALEN (1982)
 GB2465
 GB2465                         *CURRENT SURVEY CONTROL
 GB2465  ___________________________________________________________________
 GB2465* NAD 83(1995)-  36 35 32.83381(N)    085 56 58.74853(W)     ADJUSTED  
 GB2465* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 GB2465  ___________________________________________________________________
 GB2465  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GB2465  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB2465
 GB2465  HORZ ORDER  -  SECOND
 GB2465
 GB2465.The horizontal coordinates were established by classical geodetic methods
 GB2465.and adjusted by the National Geodetic Survey in April 1999..
 GB2465
 GB2465.The orthometric height was scaled from a topographic map.
 GB2465
 GB2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2465
 GB2465.The geoid height was determined by GEOID03.
 GB2465
 GB2465;                    North         East     Units Scale Factor Converg.
 GB2465;SPC TN       -   250,656.983   604,505.493   MT  1.00003590   +0 01 46.1
 GB2465;SPC TN       -   822,363.79  1,983,281.77   sFT  1.00003590   +0 01 46.1
 GB2465;SPC KY1Z     - 1,028,779.046 1,482,131.483   MT  1.00015356   -0 07 21.3
 GB2465;SPC KY1Z     - 3,375,252.59  4,862,626.37   sFT  1.00015356   -0 07 21.3
 GB2465;SPC KY S     -   528,774.611   482,133.716   MT  1.00002856   -0 07 15.9
 GB2465;SPC KY S     - 1,734,821.37  1,581,800.37   sFT  1.00002856   -0 07 15.9
 GB2465;UTM  16      - 4,050,176.903   593,953.746   MT  0.99970875   +0 37 34.2
 GB2465
 GB2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2465!SPC TN       -   0.99995921  x   1.00003590  =   0.99999511
 GB2465!SPC KY1Z     -   0.99995921  x   1.00015356  =   1.00011276
 GB2465!SPC KY S     -   0.99995921  x   1.00002856  =   0.99998777
 GB2465!UTM  16      -   0.99995921  x   0.99970875  =   0.99966797
 GB2465
 GB2465|---------------------------------------------------------------------|
 GB2465| PID    Reference Object                     Distance      Geod. Az  |
 GB2465|                                                           dddmmss.s |
 GB2465| CG5847 GALEN RM 1                           33.833 METERS 00352     |
 GB2465| CG5846 GALEN AZ MK                                        2064139.0 |
 GB2465| CG5848 GALEN RM 2                           40.478 METERS 29818     |
 GB2465|---------------------------------------------------------------------|
 GB2465
 GB2465                          SUPERSEDED SURVEY CONTROL
 GB2465
 GB2465  NAD 83(1995)-  36 35 32.83415(N)    085 56 58.74852(W) AD(       ) 2
 GB2465  NAD 83(1995)-  36 35 32.84304(N)    085 56 58.75406(W) AD(       ) 2
 GB2465  NAD 83(1986)-  36 35 32.84406(N)    085 56 58.75269(W) AD(       ) 2
 GB2465  NAD 27      -  36 35 32.65300(N)    085 56 58.82300(W) AD(       ) 2
 GB2465
 GB2465.Superseded values are not recommended for survey control.
 GB2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2465.See file dsdata.txt to determine how the superseded data were derived.
 GB2465
 GB2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9395450177(NAD 83)
 GB2465_MARKER: DS = TRIANGULATION STATION DISK
 GB2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2465
 GB2465  HISTORY     - Date     Condition        Report By
 GB2465  HISTORY     - 1950     MONUMENTED       CGS
 GB2465
 GB2465                          STATION DESCRIPTION
 GB2465
 GB2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2465'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LAFAYETTE AND 7 MILES
 GB2465'NORTHWEST OF RED BOILING SPRINGS.  IT IS 112 FEET SOUTHWEST OF A
 GB2465'WHITE WITNESS POST AND 35 FEET SOUTH OF CENTER OF A GRAVEL ROAD.  THE
 GB2465'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GB2465'DISK IS STAMPED GALEN 1950.
 GB2465'
 GB2465'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF CENTER OF GRAVEL ROAD, 2
 GB2465'FEET WEST OF A POWER LINE POLE AND 1 FOOT WEST OF A WHITE WITNESS
 GB2465'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GALEN
 GB2465'NO 1 1950.
 GB2465'
 GB2465'REFERENCE MARK NO. 2 IS 98 FEET NORTH OF CENTER OF GRAVEL ROAD, 30
 GB2465'FEET WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 2 FEET EAST
 GB2465'OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2465'STAMPED GALEN NO 2 1950.
 GB2465'
 GB2465'AZIMUTH MARK IS 22 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 2 FEET
 GB2465'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2465'AND THE DISK IS STAMPED GALEN 1950.
 GB2465'
 GB2465'TO REACH STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 GB2465'LAFAYETTE, GO EAST AND NORTH ON A BLACKTOP ROAD FOR 0.65 MILE TO A T
 GB2465'ROAD, TURN RIGHT ON A GRAVEL ROAD AND GO EAST AND NORTH FOR 6.25
 GB2465'MILES TO A SMALL FRAME CHURCH ON LEFT, CONTINUE AHEAD ON MAIN
 GB2465'GRAVEL ROAD AND GO NORTHEAST FOR 0.85 MILE TO THE AZIMUTH MARK ON
 GB2465'LEFT AS DESCRIBED, CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON
 GB2465'RIGHT AS DESCRIBED.
 GB2465'
 GB2465'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0341 ***********************************************************************
 GC0341  DESIGNATION -  GALLATIN
 GC0341  PID         -  GC0341
 GC0341  STATE/COUNTY-  TN/SUMNER
 GC0341  USGS QUAD   -  GALLATIN (1983)
 GC0341
 GC0341                         *CURRENT SURVEY CONTROL
 GC0341  ___________________________________________________________________
 GC0341* NAD 83(1986)-  36 23 18.     (N)    086 27 03.     (W)     SCALED    
 GC0341* NAVD 88     -       155.455  (meters)     510.02   (feet)  ADJUSTED  
 GC0341  ___________________________________________________________________
 GC0341  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0341  DYNAMIC HT  -         155.327 (meters)     509.60  (feet)  COMP
 GC0341  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0341
 GC0341  VERT ORDER  -  SECOND    CLASS 0
 GC0341
 GC0341.The horizontal coordinates were scaled from a topographic map and have
 GC0341.an estimated accuracy of +/- 6 seconds.
 GC0341
 GC0341.The orthometric height was determined by differential leveling
 GC0341.and adjusted by the National Geodetic Survey in June 1991..
 GC0341
 GC0341.The geoid height was determined by GEOID03.
 GC0341
 GC0341.The dynamic height is computed by dividing the NAVD 88
 GC0341.geopotential number by the normal gravity value computed on the
 GC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0341.degrees latitude (g = 980.6199 gals.).
 GC0341
 GC0341.The modeled gravity was interpolated from observed gravity values.
 GC0341
 GC0341;                    North         East    Units  Estimated Accuracy
 GC0341;SPC TN       -   228,100.      559,550.      MT  (+/- 180 meters Scaled)
 GC0341
 GC0341                          SUPERSEDED SURVEY CONTROL
 GC0341
 GC0341  NGVD 29 (??/??/92)  155.534  (m)          510.28   (f) ADJ UNCH    2 0
 GC0341
 GC0341.Superseded values are not recommended for survey control.
 GC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0341.See file dsdata.txt to determine how the superseded data were derived.
 GC0341
 GC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0341_MARKER: DD = SURVEY DISK
 GC0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0341_STAMPING: GALLATIN 1961
 GC0341_MARK LOGO: TNHD  
 GC0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0341+STABILITY: SURFACE MOTION
 GC0341
 GC0341  HISTORY     - Date     Condition        Report By
 GC0341  HISTORY     - 1961     MONUMENTED       TNHD
 GC0341
 GC0341                          STATION DESCRIPTION
 GC0341
 GC0341'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0341'IN GALLATIN.
 GC0341'FROM THE COURTHOUSE IN GALLATIN, GO 0.2 MILE SOUTH ON U.S.
 GC0341'HIGHWAY 31E TO NORTH LOCUST AVENUE ON THE RIGHT, TURN RIGHT AND GO
 GC0341'ABOUT 0.05 MILE TO A STREET ON THE LEFT, TURN LEFT AND GO SOUTH
 GC0341'FOR 0.1 MILE TO THE STATION ON THE RIGHT.  THE STATION MARK IS
 GC0341'ABOUT 375 FEET SOUTHEAST OF A BRIDGE, 216 FEET SOUTHEAST OF A
 GC0341'MANHOLE, AND 9 FEET SOUTHEAST OF THE EAST RETAINING WALL OF A
 GC0341'CREEK.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0341'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2187 ***********************************************************************
 GC2187  DESIGNATION -  GALLATIN
 GC2187  PID         -  GC2187
 GC2187  STATE/COUNTY-  TN/SUMNER
 GC2187  USGS QUAD   -  GALLATIN (1983)
 GC2187
 GC2187                         *CURRENT SURVEY CONTROL
 GC2187  ___________________________________________________________________
 GC2187* NAD 83(1995)-  36 23 17.03756(N)    086 27 03.62899(W)     ADJUSTED  
 GC2187* NAVD 88     -       155.6    (meters)     510.     (feet)  VERTCON   
 GC2187  ___________________________________________________________________
 GC2187  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GC2187  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2187
 GC2187  HORZ ORDER  -  SECOND
 GC2187
 GC2187.The horizontal coordinates were established by classical geodetic methods
 GC2187.and adjusted by the National Geodetic Survey in April 1999..
 GC2187
 GC2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2187
 GC2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2187
 GC2187.The geoid height was determined by GEOID03.
 GC2187
 GC2187;                    North         East     Units Scale Factor Converg.
 GC2187;SPC TN       -   228,068.200   559,535.955   MT  0.99999505   -0 15 50.5
 GC2187;SPC TN       -   748,253.75  1,835,744.21   sFT  0.99999505   -0 15 50.5
 GC2187;UTM  16      - 4,027,131.981   549,236.015   MT  0.99962987   +0 19 32.5
 GC2187
 GC2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2187!SPC TN       -   0.99998019  x   0.99999505  =   0.99997524
 GC2187!UTM  16      -   0.99998019  x   0.99962987  =   0.99961007
 GC2187
 GC2187|---------------------------------------------------------------------|
 GC2187| PID    Reference Object                     Distance      Geod. Az  |
 GC2187|                                                           dddmmss.s |
 GC2187| GC0340 GALLATIN RM 2                        27.685 METERS 03002     |
 GC2187| GC0339 GALLATIN AZ MK                                     0474501.7 |
 GC2187| GC2184 GALLATIN MUNICIPAL TANK             314.377 METERS 07220     |
 GC2187| GC2186 GALLATIN TN HWY DISPATCH MAST       APPROX. 4.2 KM 0770105.0 |
 GC2187| GC2183 GALLATIN HOSPITAL WATER TANK        APPROX. 1.2 KM 1072641.8 |
 GC2187| GC0342 GALLATIN RM 1                        26.954 METERS 22148     |
 GC2187|---------------------------------------------------------------------|
 GC2187
 GC2187                          SUPERSEDED SURVEY CONTROL
 GC2187
 GC2187  NAD 83(1995)-  36 23 17.03882(N)    086 27 03.63037(W) AD(       ) 2
 GC2187  NAD 83(1995)-  36 23 17.04478(N)    086 27 03.63322(W) AD(       ) 2
 GC2187  NAD 83(1986)-  36 23 17.04693(N)    086 27 03.63325(W) AD(       ) 2
 GC2187  NAD 27      -  36 23 16.88360(N)    086 27 03.65520(W) AD(       ) 2
 GC2187  NGVD 29 (07/19/86)  155.7    (m)          511.     (f) VERT ANG       
 GC2187
 GC2187.Superseded values are not recommended for survey control.
 GC2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2187.See file dsdata.txt to determine how the superseded data were derived.
 GC2187
 GC2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4923627132(NAD 83)
 GC2187_MARKER: DS = TRIANGULATION STATION DISK
 GC2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2187
 GC2187  HISTORY     - Date     Condition        Report By
 GC2187  HISTORY     - 1961     MONUMENTED       TNHD
 GC2187
 GC2187                          STATION DESCRIPTION
 GC2187
 GC2187'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2187'THE STATION IS LOCATED IN GALLATIN.
 GC2187'
 GC2187'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO 0.2 MILE
 GC2187'SOUTH ON U.S. HIGHWAY 31E TO NORTH LOCUST AVENUE ON THE RIGHT,
 GC2187'TURN RIGHT AND GO ABOUT 0.05 MILE TO A STREET ON THE LEFT, TURN LEFT
 GC2187'AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2187'
 GC2187'THE STATION IS ABOUT 375 FEET SOUTHEAST OF A BRIDGE, 216 FEET
 GC2187'SOUTHEAST OF A MANHOLE, AND 9 FEET SOUTHEAST OF THE EAST WALL OF A
 GC2187'CREEK.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2187'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED GALLATIN 1961.
 GC2187'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC2187'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2187'MONUMENT.
 GC2187'
 GC2187'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2187'CEMENTED, FLUSH, IN A DRILLED HOLE IN THE EAST WALL OF A CREEK
 GC2187'RETAINING WALL.  THE DISK IS STAMPED GALLATIN RM-1 1961.
 GC2187'
 GC2187'REFERENCE MARK NO. 2 IS CEMENTED, FLUSH, IN A DRILLED HOLE IN THE
 GC2187'EAST WALL OF A CREEK RETAINING WALL.  THE MARK IS A STANDARD
 GC2187'TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED GALLATIN RM-2 1961.
 GC2187'
 GC2187'THE AZIMUTH MARK IS 40 FEET SOUTHWEST OF THE WEST CORNER OF A BLOCK
 GC2187'BUILDING.  THE DISK IS CEMENTED, FLUSH, IN A DRILLED HOLE IN THE WEST
 GC2187'WALL OF A CREEK RETAINING WALL OVER AN 8-INCH WATER PIPE RUNNING
 GC2187'ACROSS THE CREEK.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2187'DEPARTMENT DISK STAMPED GALLATIN AZI 1961.
 GC2187'
 GC2187'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE NORTH TO THE
 GC2187'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2187'
 GC2187'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0339 ***********************************************************************
 GC0339  DESIGNATION -  GALLATIN AZ MK
 GC0339  PID         -  GC0339
 GC0339  STATE/COUNTY-  TN/SUMNER
 GC0339  USGS QUAD   -  GALLATIN (1983)
 GC0339
 GC0339                         *CURRENT SURVEY CONTROL
 GC0339  ___________________________________________________________________
 GC0339* NAD 83(1986)-  36 23 27.     (N)    086 26 50.     (W)     SCALED    
 GC0339* NAVD 88     -       157.571  (meters)     516.96   (feet)  ADJUSTED  
 GC0339  ___________________________________________________________________
 GC0339  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0339  DYNAMIC HT  -         157.442 (meters)     516.54  (feet)  COMP
 GC0339  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GC0339
 GC0339  VERT ORDER  -  SECOND    CLASS 0
 GC0339
 GC0339.The horizontal coordinates were scaled from a topographic map and have
 GC0339.an estimated accuracy of +/- 6 seconds.
 GC0339
 GC0339.The orthometric height was determined by differential leveling
 GC0339.and adjusted by the National Geodetic Survey in June 1991..
 GC0339
 GC0339.The geoid height was determined by GEOID03.
 GC0339
 GC0339.The dynamic height is computed by dividing the NAVD 88
 GC0339.geopotential number by the normal gravity value computed on the
 GC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0339.degrees latitude (g = 980.6199 gals.).
 GC0339
 GC0339.The modeled gravity was interpolated from observed gravity values.
 GC0339
 GC0339;                    North         East    Units  Estimated Accuracy
 GC0339;SPC TN       -   228,370.      559,880.      MT  (+/- 180 meters Scaled)
 GC0339
 GC0339                          SUPERSEDED SURVEY CONTROL
 GC0339
 GC0339  NGVD 29 (??/??/??)  157.68   (m)          517.3    (f) RESET       3  
 GC0339
 GC0339.Superseded values are not recommended for survey control.
 GC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0339.See file dsdata.txt to determine how the superseded data were derived.
 GC0339
 GC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF495274(NAD 83)
 GC0339_MARKER: DD = SURVEY DISK
 GC0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0339_SP_SET: BUILDING
 GC0339_STAMPING: GALLATIN 1961 AZI
 GC0339_MARK LOGO: TNHD  
 GC0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0339
 GC0339  HISTORY     - Date     Condition        Report By
 GC0339  HISTORY     - 1961     MONUMENTED       TNHD
 GC0339
 GC0339                          STATION DESCRIPTION
 GC0339
 GC0339'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0339'IN GALLATIN.
 GC0339'FROM THE COURTHOUSE IN GALLATIN, GO 0.16 MILES NORTHWEST ON N.
 GC0339'WATER AVE. TO A CREEK AND THE MARK ON THE LEFT.  THE AZIMUTH MARK
 GC0339'IS 40 FEET SOUTHWEST OF THE WEST CORNER OF A BLOCK BUILDING.  THE
 GC0339'DISK IS CEMENTED, FLUSH, IN A DRILLED HOLE IN THE WEST WALL OF A
 GC0339'CREEK RETAINING WALL OVER AN 8-INCH WATER PIPE RUNNING ACROSS THE
 GC0339'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2183 ***********************************************************************
 GC2183  DESIGNATION -  GALLATIN HOSPITAL WATER TANK
 GC2183  PID         -  GC2183
 GC2183  STATE/COUNTY-  TN/SUMNER
 GC2183  USGS QUAD   -  GALLATIN (1983)
 GC2183
 GC2183                         *CURRENT SURVEY CONTROL
 GC2183  ___________________________________________________________________
 GC2183* NAD 83(1995)-  36 23 05.61088(N)    086 26 18.66655(W)     ADJUSTED  
 GC2183* NAVD 88     -                                                        
 GC2183  ___________________________________________________________________
 GC2183  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GC2183  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2183
 GC2183  HORZ ORDER  -  THIRD
 GC2183
 GC2183.The horizontal coordinates were established by classical geodetic methods
 GC2183.and adjusted by the National Geodetic Survey in April 1999..
 GC2183
 GC2183
 GC2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2183
 GC2183.The geoid height was determined by GEOID03.
 GC2183
 GC2183;                    North         East     Units Scale Factor Converg.
 GC2183;SPC TN       -   227,710.897   560,654.922   MT  0.99999452   -0 15 24.2
 GC2183;SPC TN       -   747,081.50  1,839,415.36   sFT  0.99999452   -0 15 24.2
 GC2183;UTM  16      - 4,026,786.342   550,358.192   MT  0.99963124   +0 19 59.1
 GC2183
 GC2183                          SUPERSEDED SURVEY CONTROL
 GC2183
 GC2183  NAD 83(1995)-  36 23 05.61211(N)    086 26 18.66794(W) AD(       ) 4
 GC2183  NAD 83(1995)-  36 23 05.61812(N)    086 26 18.67072(W) AD(       ) 4
 GC2183  NAD 83(1986)-  36 23 05.62027(N)    086 26 18.67078(W) AD(       ) 4
 GC2183  NAD 27      -  36 23 05.45600(N)    086 26 18.69300(W) AD(       ) 3
 GC2183
 GC2183.Superseded values are not recommended for survey control.
 GC2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2183.See file dsdata.txt to determine how the superseded data were derived.
 GC2183
 GC2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5035826786(NAD 83)
 GC2183_MARKER: 53 = ELEVATED TANK
 GC2183
 GC2183  HISTORY     - Date     Condition        Report By
 GC2183  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2183
 GC2183                          STATION DESCRIPTION
 GC2183
 GC2183'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2183'THE STATION IS THE RED BEACON ATOP AN OVAL WATER TANK, WHICH IS
 GC2183'SUPPORTED BY AN 8 LEGGED STEEL STRUCTURE AND PAINTED SILVER.  THE
 GC2183'OVERALL HEIGHT IS 140 FEET.
 GC2183'
 GC2183'IT IS LOCATED IN GALLATIN, NORTH OF EAST MORRISON STREET IN GALLATIN
 GC2183'CITY PARK WEST OF THE SWIMMING POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2184 ***********************************************************************
 GC2184  DESIGNATION -  GALLATIN MUNICIPAL TANK
 GC2184  PID         -  GC2184
 GC2184  STATE/COUNTY-  TN/SUMNER
 GC2184  USGS QUAD   -  GALLATIN (1983)
 GC2184
 GC2184                         *CURRENT SURVEY CONTROL
 GC2184  ___________________________________________________________________
 GC2184* NAD 83(1995)-  36 23 20.13214(N)    086 26 51.60924(W)     ADJUSTED  
 GC2184* NAVD 88     -                                                        
 GC2184  ___________________________________________________________________
 GC2184  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GC2184  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2184
 GC2184  HORZ ORDER  -  THIRD
 GC2184
 GC2184.The horizontal coordinates were established by classical geodetic methods
 GC2184.and adjusted by the National Geodetic Survey in April 1999..
 GC2184
 GC2184
 GC2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2184
 GC2184.The geoid height was determined by GEOID03.
 GC2184
 GC2184;                    North         East     Units Scale Factor Converg.
 GC2184;SPC TN       -   228,162.210   559,835.945   MT  0.99999520   -0 15 43.5
 GC2184;SPC TN       -   748,562.18  1,836,728.43   sFT  0.99999520   -0 15 43.5
 GC2184;UTM  16      - 4,027,229.039   549,534.912   MT  0.99963023   +0 19 39.7
 GC2184
 GC2184                          SUPERSEDED SURVEY CONTROL
 GC2184
 GC2184  NAD 83(1995)-  36 23 20.13339(N)    086 26 51.61062(W) AD(       ) 4
 GC2184  NAD 83(1995)-  36 23 20.13938(N)    086 26 51.61346(W) AD(       ) 4
 GC2184  NAD 83(1986)-  36 23 20.14155(N)    086 26 51.61351(W) AD(       ) 4
 GC2184  NAD 27      -  36 23 19.97800(N)    086 26 51.63500(W) AD(       ) 3
 GC2184
 GC2184.Superseded values are not recommended for survey control.
 GC2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2184.See file dsdata.txt to determine how the superseded data were derived.
 GC2184
 GC2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4953527229(NAD 83)
 GC2184_MARKER: 53 = ELEVATED TANK
 GC2184
 GC2184  HISTORY     - Date     Condition        Report By
 GC2184  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2184
 GC2184                          STATION DESCRIPTION
 GC2184
 GC2184'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2184'THE SATION IS THE RED BEACON AT THE TOP OF THE OVAL SHAPED TANK,
 GC2184'LOCATED BEHIND THE CITY HALL IN GALLATIN.  THE TANK IS ATOP A 6
 GC2184'LEGGED STEEL STRUCTURE, PAINTED SILVER, AND IS 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0155 ***********************************************************************
 GC0155  DESIGNATION -  GALLATIN RESET
 GC0155  PID         -  GC0155
 GC0155  STATE/COUNTY-  TN/SUMNER
 GC0155  USGS QUAD   -  GALLATIN (1983)
 GC0155
 GC0155                         *CURRENT SURVEY CONTROL
 GC0155  ___________________________________________________________________
 GC0155* NAD 83(1986)-  36 23 17.     (N)    086 27 03.     (W)     SCALED    
 GC0155* NAVD 88     -       164.27   (meters)     538.9    (feet)  RESET     
 GC0155  ___________________________________________________________________
 GC0155  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0155
 GC0155  VERT ORDER  -  THIRD
 GC0155
 GC0155.The horizontal coordinates were scaled from a topographic map and have
 GC0155.an estimated accuracy of +/- 6 seconds.
 GC0155
 GC0155.The orthometric height was computed from unverified reset data.
 GC0155.No vertical observational check was made to the station.
 GC0155
 GC0155.The geoid height was determined by GEOID03.
 GC0155
 GC0155;                    North         East    Units  Estimated Accuracy
 GC0155;SPC TN       -   228,070.      559,550.      MT  (+/- 180 meters Scaled)
 GC0155
 GC0155                          SUPERSEDED SURVEY CONTROL
 GC0155
 GC0155  NGVD 29 (10/12/01)  164.35   (m)          539.2    (f) RESET       3  
 GC0155
 GC0155.Superseded values are not recommended for survey control.
 GC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0155.See file dsdata.txt to determine how the superseded data were derived.
 GC0155
 GC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0155_MARKER: DB = BENCH MARK DISK
 GC0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0155_SP_SET: PORCH
 GC0155_STAMPING: GALLATIN RESET 1975
 GC0155_MARK LOGO: NGS   
 GC0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0155
 GC0155  HISTORY     - Date     Condition        Report By
 GC0155  HISTORY     - 1975     MONUMENTED       NGS
 GC0155
 GC0155                          STATION DESCRIPTION
 GC0155
 GC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC0155'AT GALLATIN.
 GC0155'LOCATED AT GALLATION, A STANDARD DISK SET IN A DRILL HOLE IN
 GC0155'THE EAST END OF THE CONCRETE PORCH OF THE GALLATIN CITY HALL,
 GC0155'71 FEET NORTH OF THE CENTERLINE OF W MAIN STREET, 17 FEET EAST OF
 GC0155'THE SOUTH ENTRANCE TO THE CITY HALL, 2 FEET SOUTH OF THE SOUTH
 GC0155'WALL OF THE BUILDING AND 1 FOOT WEST OF THE EAST EDGE OF THE
 GC0155'PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0342 ***********************************************************************
 GC0342  DESIGNATION -  GALLATIN RM 1
 GC0342  PID         -  GC0342
 GC0342  STATE/COUNTY-  TN/SUMNER
 GC0342  USGS QUAD   -  GALLATIN (1983)
 GC0342
 GC0342                         *CURRENT SURVEY CONTROL
 GC0342  ___________________________________________________________________
 GC0342* NAD 83(1986)-  36 23 18.     (N)    086 27 03.     (W)     SCALED    
 GC0342* NAVD 88     -       155.394  (meters)     509.82   (feet)  ADJUSTED  
 GC0342  ___________________________________________________________________
 GC0342  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0342  DYNAMIC HT  -         155.266 (meters)     509.40  (feet)  COMP
 GC0342  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0342
 GC0342  VERT ORDER  -  SECOND    CLASS 0
 GC0342
 GC0342.The horizontal coordinates were scaled from a topographic map and have
 GC0342.an estimated accuracy of +/- 6 seconds.
 GC0342
 GC0342.The orthometric height was determined by differential leveling
 GC0342.and adjusted by the National Geodetic Survey in June 1991..
 GC0342
 GC0342.The geoid height was determined by GEOID03.
 GC0342
 GC0342.The dynamic height is computed by dividing the NAVD 88
 GC0342.geopotential number by the normal gravity value computed on the
 GC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0342.degrees latitude (g = 980.6199 gals.).
 GC0342
 GC0342.The modeled gravity was interpolated from observed gravity values.
 GC0342
 GC0342;                    North         East    Units  Estimated Accuracy
 GC0342;SPC TN       -   228,100.      559,550.      MT  (+/- 180 meters Scaled)
 GC0342
 GC0342                          SUPERSEDED SURVEY CONTROL
 GC0342
 GC0342  NGVD 29 (??/??/92)  155.473  (m)          510.08   (f) ADJ UNCH    2 0
 GC0342
 GC0342.Superseded values are not recommended for survey control.
 GC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0342.See file dsdata.txt to determine how the superseded data were derived.
 GC0342
 GC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0342_MARKER: DD = SURVEY DISK
 GC0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0342_SP_SET: WALL
 GC0342_STAMPING: GALLATIN 1961
 GC0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0342
 GC0342  HISTORY     - Date     Condition        Report By
 GC0342  HISTORY     - 1961     MONUMENTED       TNHD
 GC0342
 GC0342                          STATION DESCRIPTION
 GC0342
 GC0342'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0342'IN GALLATIN.
 GC0342'THIS MARK IS LOCATED AT THE GALLATIN 1961 STATION SITE, 88.5 FEET
 GC0342'SOUTHWEST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILLED
 GC0342'HOLE IN THE EAST WALL OF A CREEK RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0340 ***********************************************************************
 GC0340  DESIGNATION -  GALLATIN RM 2
 GC0340  PID         -  GC0340
 GC0340  STATE/COUNTY-  TN/SUMNER
 GC0340  USGS QUAD   -  GALLATIN (1983)
 GC0340
 GC0340                         *CURRENT SURVEY CONTROL
 GC0340  ___________________________________________________________________
 GC0340* NAD 83(1986)-  36 23 18.     (N)    086 27 03.     (W)     SCALED    
 GC0340* NAVD 88     -       155.559  (meters)     510.36   (feet)  ADJUSTED  
 GC0340  ___________________________________________________________________
 GC0340  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0340  DYNAMIC HT  -         155.431 (meters)     509.94  (feet)  COMP
 GC0340  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0340
 GC0340  VERT ORDER  -  SECOND    CLASS 0
 GC0340
 GC0340.The horizontal coordinates were scaled from a topographic map and have
 GC0340.an estimated accuracy of +/- 6 seconds.
 GC0340
 GC0340.The orthometric height was determined by differential leveling
 GC0340.and adjusted by the National Geodetic Survey in June 1991..
 GC0340
 GC0340.The geoid height was determined by GEOID03.
 GC0340
 GC0340.The dynamic height is computed by dividing the NAVD 88
 GC0340.geopotential number by the normal gravity value computed on the
 GC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0340.degrees latitude (g = 980.6199 gals.).
 GC0340
 GC0340.The modeled gravity was interpolated from observed gravity values.
 GC0340
 GC0340;                    North         East    Units  Estimated Accuracy
 GC0340;SPC TN       -   228,100.      559,550.      MT  (+/- 180 meters Scaled)
 GC0340
 GC0340                          SUPERSEDED SURVEY CONTROL
 GC0340
 GC0340  NGVD 29 (??/??/92)  155.638  (m)          510.62   (f) ADJ UNCH    2 0
 GC0340
 GC0340.Superseded values are not recommended for survey control.
 GC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0340.See file dsdata.txt to determine how the superseded data were derived.
 GC0340
 GC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0340_MARKER: DD = SURVEY DISK
 GC0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0340_SP_SET: WALL
 GC0340_STAMPING: GALLATIN RM-2 1961
 GC0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0340
 GC0340  HISTORY     - Date     Condition        Report By
 GC0340  HISTORY     - 1961     MONUMENTED       TNHD
 GC0340
 GC0340                          STATION DESCRIPTION
 GC0340
 GC0340'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0340'IN GALLATIN.
 GC0340'THIS MARK IS LOCATED AT THE GALLATIN 1961 STATION SITE, 91 FEET
 GC0340'NORTH OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILLED
 GC0340'HOLE IN THE EAST WALL OF A CREEK RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2185 ***********************************************************************
 GC2185  DESIGNATION -  GALLATIN TEMPCO DISPATCH MAST
 GC2185  PID         -  GC2185
 GC2185  STATE/COUNTY-  TN/SUMNER
 GC2185  USGS QUAD   -  GALLATIN (1983)
 GC2185
 GC2185                         *CURRENT SURVEY CONTROL
 GC2185  ___________________________________________________________________
 GC2185* NAD 83(1995)-  36 23 51.72721(N)    086 24 10.80479(W)     ADJUSTED  
 GC2185* NAVD 88     -                                                        
 GC2185  ___________________________________________________________________
 GC2185  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GC2185  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2185
 GC2185  HORZ ORDER  -  THIRD
 GC2185
 GC2185.The horizontal coordinates were established by classical geodetic methods
 GC2185.and adjusted by the National Geodetic Survey in April 1999..
 GC2185
 GC2185
 GC2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2185
 GC2185.The geoid height was determined by GEOID03.
 GC2185
 GC2185;                    North         East     Units Scale Factor Converg.
 GC2185;SPC TN       -   229,118.667   563,847.453   MT  0.99999669   -0 14 09.4
 GC2185;SPC TN       -   751,700.16  1,849,889.52   sFT  0.99999669   -0 14 09.4
 GC2185;UTM  16      - 4,028,226.389   553,534.906   MT  0.99963531   +0 21 15.3
 GC2185
 GC2185                          SUPERSEDED SURVEY CONTROL
 GC2185
 GC2185  NAD 83(1995)-  36 23 51.72834(N)    086 24 10.80612(W) AD(       ) 4
 GC2185  NAD 83(1995)-  36 23 51.73463(N)    086 24 10.80901(W) AD(       ) 4
 GC2185  NAD 83(1986)-  36 23 51.73670(N)    086 24 10.80875(W) AD(       ) 4
 GC2185  NAD 27      -  36 23 51.57400(N)    086 24 10.83500(W) AD(       ) 3
 GC2185
 GC2185.Superseded values are not recommended for survey control.
 GC2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2185.See file dsdata.txt to determine how the superseded data were derived.
 GC2185
 GC2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5353528226(NAD 83)
 GC2185_MARKER: 41 = ANTENNA MAST
 GC2185
 GC2185  HISTORY     - Date     Condition        Report By
 GC2185  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2185
 GC2185                          STATION DESCRIPTION
 GC2185
 GC2185'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2185'THE STATION IS THE TOP OF THE MAST OF A SELF SUPPORTING GUYED STEEL
 GC2185'MAST, WHICH IS 132 FEET HIGH.
 GC2185'
 GC2185'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 31E AND STATE ROUTE 25
 GC2185'IN GALLATIN, GO WEST ON STATE ROUTE 25 FOR 2 MILES TO TEMPCO GAS
 GC2185'COMPANY EAST OF STATE ROUTE 25 AND THE TOWER WHICH IS SOUTHEAST OF
 GC2185'THE APPLIANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2186 ***********************************************************************
 GC2186  DESIGNATION -  GALLATIN TN HWY DISPATCH MAST
 GC2186  PID         -  GC2186
 GC2186  STATE/COUNTY-  TN/SUMNER
 GC2186  USGS QUAD   -  GALLATIN (1983)
 GC2186
 GC2186                         *CURRENT SURVEY CONTROL
 GC2186  ___________________________________________________________________
 GC2186* NAD 83(1995)-  36 23 47.77905(N)    086 24 18.51543(W)     ADJUSTED  
 GC2186* NAVD 88     -                                                        
 GC2186  ___________________________________________________________________
 GC2186  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC2186  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2186
 GC2186  HORZ ORDER  -  THIRD
 GC2186
 GC2186.The horizontal coordinates were established by classical geodetic methods
 GC2186.and adjusted by the National Geodetic Survey in April 1999..
 GC2186
 GC2186
 GC2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2186
 GC2186.The geoid height was determined by GEOID03.
 GC2186
 GC2186;                    North         East     Units Scale Factor Converg.
 GC2186;SPC TN       -   228,997.763   563,654.809   MT  0.99999650   -0 14 13.9
 GC2186;SPC TN       -   751,303.49  1,849,257.49   sFT  0.99999650   -0 14 13.9
 GC2186;UTM  16      - 4,028,103.552   553,343.587   MT  0.99963506   +0 21 10.7
 GC2186
 GC2186                          SUPERSEDED SURVEY CONTROL
 GC2186
 GC2186  NAD 83(1995)-  36 23 47.78018(N)    086 24 18.51676(W) AD(       ) 4
 GC2186  NAD 83(1995)-  36 23 47.78640(N)    086 24 18.51964(W) AD(       ) 4
 GC2186  NAD 83(1986)-  36 23 47.78855(N)    086 24 18.51941(W) AD(       ) 4
 GC2186  NAD 27      -  36 23 47.62400(N)    086 24 18.54600(W) AD(       ) 3
 GC2186
 GC2186.Superseded values are not recommended for survey control.
 GC2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2186.See file dsdata.txt to determine how the superseded data were derived.
 GC2186
 GC2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5334428104(NAD 83)
 GC2186_MARKER: 41 = ANTENNA MAST
 GC2186
 GC2186  HISTORY     - Date     Condition        Report By
 GC2186  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2186
 GC2186                          STATION DESCRIPTION
 GC2186
 GC2186'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2186'THE STATION IS THE POINT AT THE TOP OF A THREE LEGGED STEEL MAST,
 GC2186'LOCATED 2 MILES EAST OF GALLATIN ON U.S. HIGHWAY 25 AT THE
 GC2186'TENNESSEE HIGHWAY DEPARTMENT GARAGE.  THE TOWER IS 135 FEET HIGH AND
 GC2186'IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2180 ***********************************************************************
 GC2180  DESIGNATION -  GALLATIN TVA POWER PLT SW STK
 GC2180  PID         -  GC2180
 GC2180  STATE/COUNTY-  TN/SUMNER
 GC2180  USGS QUAD   -  LAGUARDO (1983)
 GC2180
 GC2180                         *CURRENT SURVEY CONTROL
 GC2180  ___________________________________________________________________
 GC2180* NAD 83(1995)-  36 18 54.52940(N)    086 24 03.65561(W)     ADJUSTED  
 GC2180* NAVD 88     -                                                        
 GC2180  ___________________________________________________________________
 GC2180  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GC2180  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2180
 GC2180  HORZ ORDER  -  THIRD
 GC2180
 GC2180.The horizontal coordinates were established by classical geodetic methods
 GC2180.and adjusted by the National Geodetic Survey in April 1999..
 GC2180
 GC2180
 GC2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2180
 GC2180.The geoid height was determined by GEOID03.
 GC2180
 GC2180;                    North         East     Units Scale Factor Converg.
 GC2180;SPC TN       -   219,957.343   563,988.066   MT  0.99998357   -0 14 05.2
 GC2180;SPC TN       -   721,643.38  1,850,350.85   sFT  0.99998357   -0 14 05.2
 GC2180;UTM  16      - 4,019,070.245   553,769.741   MT  0.99963562   +0 21 17.1
 GC2180
 GC2180                          SUPERSEDED SURVEY CONTROL
 GC2180
 GC2180  NAD 83(1995)-  36 18 54.53238(N)    086 24 03.65807(W) AD(       ) 4
 GC2180  NAD 83(1995)-  36 18 54.53486(N)    086 24 03.65970(W) AD(       ) 4
 GC2180  NAD 83(1986)-  36 18 54.54018(N)    086 24 03.65874(W) AD(       ) 4
 GC2180  NAD 27      -  36 18 54.36000(N)    086 24 03.68400(W) AD(       ) 3
 GC2180
 GC2180.Superseded values are not recommended for survey control.
 GC2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2180.See file dsdata.txt to determine how the superseded data were derived.
 GC2180
 GC2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5377019070(NAD 83)
 GC2180_MARKER: 63 = STACK
 GC2180
 GC2180  HISTORY     - Date     Condition        Report By
 GC2180  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2180
 GC2180                          STATION DESCRIPTION
 GC2180
 GC2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2180'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LEBANON AND ABOUT 6
 GC2180'MILES SOUTH OF GALLATIN.
 GC2180'
 GC2180'TO REACH THE STATION FROM THE POST OFFICE IN GALLATIN, GO NORTH, ON
 GC2180'U.S. HIGHWAY 31E FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY
 GC2180'25.  KEEP RIGHT, EAST, ON STATE HIGHWAY 25 FOR 0.2 MILE TO A SIDE
 GC2180'ROAD RIGHT AND SIGN GALLATIN STEAM PLANT 6 MILES.  TURN RIGHT, ON
 GC2180'A HARD SURFACE ROAD AND GO SOUTHERLY FOR 5.75 MILES TO THE STATION.
 GC2180'
 GC2180'THE STACK IS 40 FEET IN DIAMETER AT THE BASE AND 25 FEET IN DIAMETER
 GC2180'AT THE TOP AND THE OVER-ALL
 GC2180'HEIGHT IS 500 FEET.  THERE ARE RED AND WHITE RINGS PAINTED AROUND THE
 GC2180'STACK NEAR THE TOP.  THE TOP AND CENTER WAS THE POINT
 GC2180'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2526 ***********************************************************************
 FE2526  DESIGNATION -  GALLAWAY
 FE2526  PID         -  FE2526
 FE2526  STATE/COUNTY-  TN/FAYETTE
 FE2526  USGS QUAD   -  GALLAWAY (1981)
 FE2526
 FE2526                         *CURRENT SURVEY CONTROL
 FE2526  ___________________________________________________________________
 FE2526* NAD 83(1995)-  35 21 27.95063(N)    089 36 04.34066(W)     ADJUSTED  
 FE2526* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FE2526  ___________________________________________________________________
 FE2526  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2526  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2526
 FE2526  HORZ ORDER  -  SECOND
 FE2526
 FE2526.The horizontal coordinates were established by classical geodetic methods
 FE2526.and adjusted by the National Geodetic Survey in April 1999..
 FE2526
 FE2526.The orthometric height was scaled from a topographic map.
 FE2526
 FE2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2526
 FE2526.The geoid height was determined by GEOID03.
 FE2526
 FE2526;                    North         East     Units Scale Factor Converg.
 FE2526;SPC TN       -   119,681.610   272,769.323   MT  0.99998273   -2 06 29.8
 FE2526;SPC TN       -   392,655.42    894,910.69   sFT  0.99998273   -2 06 29.8
 FE2526;UTM  16      - 3,915,824.890   263,646.399   MT  1.00028849   -1 30 21.5
 FE2526
 FE2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2526!SPC TN       -   0.99998467  x   0.99998273  =   0.99996740
 FE2526!UTM  16      -   0.99998467  x   1.00028849  =   1.00027316
 FE2526
 FE2526|---------------------------------------------------------------------|
 FE2526| PID    Reference Object                     Distance      Geod. Az  |
 FE2526|                                                           dddmmss.s |
 FE2526| CG4088 GALLAWAY RM 1                        28.737 METERS 08740     |
 FE2526| CG4087 GALLAWAY AZ MK                                     1610949.7 |
 FE2526| CG4089 GALLAWAY RM 2                        25.787 METERS 18451     |
 FE2526|---------------------------------------------------------------------|
 FE2526
 FE2526                          SUPERSEDED SURVEY CONTROL
 FE2526
 FE2526  NAD 83(1995)-  35 21 27.95643(N)    089 36 04.34078(W) AD(       ) 2
 FE2526  NAD 83(1986)-  35 21 27.96248(N)    089 36 04.34133(W) AD(       ) 2
 FE2526  NAD 27      -  35 21 27.65770(N)    089 36 04.06130(W) AD(       ) 2
 FE2526
 FE2526.Superseded values are not recommended for survey control.
 FE2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2526.See file dsdata.txt to determine how the superseded data were derived.
 FE2526
 FE2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6364615825(NAD 83)
 FE2526_MARKER: DS = TRIANGULATION STATION DISK
 FE2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2526
 FE2526  HISTORY     - Date     Condition        Report By
 FE2526  HISTORY     - 1958     MONUMENTED       CGS
 FE2526  HISTORY     - 1958     GOOD             CGS
 FE2526
 FE2526                          STATION DESCRIPTION
 FE2526
 FE2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2526'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ARLINGTON, ABOUT 5
 FE2526'1/2 MILES SOUTHWEST OF MASON AND ON THE NORTHWEST EDGE OF THE
 FE2526'GRIFFIN SCHOOL PLAYGROUND.  IT IS 158.9 FEET NORTHWEST OF THE
 FE2526'NORTHWEST CORNER OF A FRAME SCHOOL BUILDING, 42 FEET EAST OF THE
 FE2526'CENTERLINE OF A GRAVELED ROAD AND 38 FEET SOUTHWEST OF A 10 INCH GUM
 FE2526'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALLAWAY
 FE2526'1957.
 FE2526'
 FE2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S.
 FE2526'HIGHWAYS 70 AND 79 IN MASON, GO SOUTHWEST ON HIGHWAYS 70 AND
 FE2526'79 FOR 5.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 FE2526'THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2526'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A FRAME SCHOOL
 FE2526'STRAIGHT AHEAD AND THE POINT WHERE THE ROAD TURNS A SHARP LEFT.
 FE2526'CONTINUE NORTH ACROSS THE SCHOOL GROUND FOR 0.1 MILE TO THE NORTHWEST
 FE2526'EDGE OF THE SCHOOL GROUND AND THE STATION AS DESCRIBED.
 FE2526'
 FE2526'REFERENCE MARK 1 IS 134 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2526'SCHOOL AND SET AT THE NORTH EDGE OF THE PLAYGROUND.  THE MONUMENT
 FE2526'IS FLUSH AND THE DISK IS STAMPED GALLAWAY NO 1 1957.
 FE2526'
 FE2526'REFERENCE MARK 2 IS 107 FEET WEST OF THE NORTHWEST CORNER OF THE
 FE2526'SCHOOL AND 46 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2526'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALLAWAY NO 2
 FE2526'1957.
 FE2526'
 FE2526'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2526'ROAD, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 FE2526'NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2526'STAMPED GALLAWAY 1957.
 FE2526'
 FE2526'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2526
 FE2526                          STATION RECOVERY (1958)
 FE2526
 FE2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2526'THE STATION, REFERENCE NO. 1, REFERENCE NO. 2, AND THE AZIMUTH WERE
 FE2526'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 FE2526'DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0505 ***********************************************************************
 FF0505  DESIGNATION -  GALLOWAY
 FF0505  PID         -  FF0505
 FF0505  STATE/COUNTY-  TN/SHELBY
 FF0505  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0505
 FF0505                         *CURRENT SURVEY CONTROL
 FF0505  ___________________________________________________________________
 FF0505* NAD 83(1995)-  35 09 02.84741(N)    090 00 15.00586(W)     ADJUSTED  
 FF0505* NAVD 88     -        82.416  (meters)     270.39   (feet)  ADJUSTED  
 FF0505  ___________________________________________________________________
 FF0505  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FF0505  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0505  DYNAMIC HT  -          82.341 (meters)     270.15  (feet)  COMP
 FF0505  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FF0505
 FF0505  HORZ ORDER  -  SECOND
 FF0505  VERT ORDER  -  SECOND    CLASS 0
 FF0505
 FF0505.The horizontal coordinates were established by classical geodetic methods
 FF0505.and adjusted by the National Geodetic Survey in April 1999..
 FF0505
 FF0505.The orthometric height was determined by differential leveling
 FF0505.and adjusted by the National Geodetic Survey in June 1991..
 FF0505
 FF0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0505
 FF0505.The geoid height was determined by GEOID03.
 FF0505
 FF0505.The dynamic height is computed by dividing the NAVD 88
 FF0505.geopotential number by the normal gravity value computed on the
 FF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0505.degrees latitude (g = 980.6199 gals.).
 FF0505
 FF0505.The modeled gravity was interpolated from observed gravity values.
 FF0505
 FF0505;                    North         East     Units Scale Factor Converg.
 FF0505;SPC TN       -    98,160.837   235,233.506   MT  1.00001899   -2 20 39.1
 FF0505;SPC TN       -   322,049.35    771,761.93   sFT  1.00001899   -2 20 39.1
 FF0505;SPC AR N     -    92,533.047   581,842.019   MT  0.99996437   +1 09 40.9
 FF0505;SPC AR N     -   303,585.51  1,908,926.69   sFT  0.99996437   +1 09 40.9
 FF0505;UTM  15      - 3,893,875.433   772,914.399   MT  1.00051804   +1 43 33.1
 FF0505;UTM  16      - 3,893,898.355   226,325.918   MT  1.00052316   -1 43 50.4
 FF0505
 FF0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0505!SPC TN       -   0.99999135  x   1.00001899  =   1.00001034
 FF0505!SPC AR N     -   0.99999135  x   0.99996437  =   0.99995572
 FF0505!UTM  15      -   0.99999135  x   1.00051804  =   1.00050938
 FF0505!UTM  16      -   0.99999135  x   1.00052316  =   1.00051450
 FF0505
 FF0505|---------------------------------------------------------------------|
 FF0505| PID    Reference Object                     Distance      Geod. Az  |
 FF0505|                                                           dddmmss.s |
 FF0505| FF0506 TS O 1                              265.563 METERS 00910     |
 FF0505| FF0504 TS N 1                              262.310 METERS 18636     |
 FF0505| FF1976 SEARS                               APPROX. 0.9 KM 2833122.1 |
 FF0505|---------------------------------------------------------------------|
 FF0505
 FF0505                          SUPERSEDED SURVEY CONTROL
 FF0505
 FF0505  NAD 83(1995)-  35 09 02.84980(N)    090 00 15.00540(W) AD(       ) 2
 FF0505  NAD 83(1995)-  35 09 02.85293(N)    090 00 15.00536(W) AD(       ) 2
 FF0505  NAD 83(1986)-  35 09 02.85777(N)    090 00 15.00701(W) AD(       ) 2
 FF0505  NAD 27      -  35 09 02.53530(N)    090 00 14.68140(W) AD(       ) 2
 FF0505  NGVD 29 (??/??/??)   82.388  (m)          270.30   (f) ADJUSTED    2 0
 FF0505
 FF0505.Superseded values are not recommended for survey control.
 FF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0505.See file dsdata.txt to determine how the superseded data were derived.
 FF0505
 FF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7291493875(NAD 83)
 FF0505_MARKER: DE = TRAVERSE STATION DISK
 FF0505_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF0505_SP_SET: OBJECT IMBEDDED IN GROUND
 FF0505_STAMPING: GALLOWAY 1959
 FF0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0505+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0505
 FF0505  HISTORY     - Date     Condition        Report By
 FF0505  HISTORY     - 1959     MONUMENTED       CGS
 FF0505  HISTORY     - 1959     GOOD             CGS
 FF0505  HISTORY     - 1989     GOOD             USPSQD
 FF0505  HISTORY     - 19940808 GOOD             TN1620
 FF0505  HISTORY     - 20021024 GOOD             USACE
 FF0505
 FF0505                          STATION DESCRIPTION
 FF0505
 FF0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0505'THE STATION IS LOCATED IN THE NORTHWEST PART OF MEMPHIS,
 FF0505'ABOUT 6 BLOCKS EAST OF SEARS, ROEBUCK AND COMPANY, AT THE
 FF0505'INTERSECTION OF GALLOWAY AVENUE AND DICKINSON STREET.
 FF0505'
 FF0505'THE STATION IS A STANDARD TRAVERSE DISK STAMPED GALLOWAY
 FF0505'1959, EMBEDDED IN A MASS OF CONCRETE, FLUSH WITH THE PAVED
 FF0505'ROAD.  IT IS 37.5 FEET WEST OF A LAMP POST, 31.5 FEET
 FF0505'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF GALLOWAY
 FF0505'AVENUE AND DICKINSON STREET AND 28.5 FEET EAST-SOUTHEAST OF A
 FF0505'FIRE PLUG.
 FF0505
 FF0505                          STATION RECOVERY (1959)
 FF0505
 FF0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0505'IN MEMPHIS.
 FF0505'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MEMPHIS, ABOUT
 FF0505'6 BLOCKS EAST OF SEARS, ROEBUCK AND COMPANY, AT THE INTERSECTION
 FF0505'OF GALLOWAY AVENUE AND DICKINSON STREET.  THE STATION IS A STANDARD
 FF0505'STATION TRAVERS DISK EMBEDDED IN A MASS OF CONCRETE, FLUSH WITH
 FF0505'THE PAVED ROAD.  IT IS 37.5 FEET WEST OF A LAMP POST, 31.5 FEET
 FF0505'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF GALLOWAY
 FF0505'AVENUE AND DICKINSON STREET AND 28.5 FEET EAST-SOUTHEAST OF A FIRE
 FF0505'PLUG.
 FF0505
 FF0505                          STATION RECOVERY (1989)
 FF0505
 FF0505'RECOVERY NOTE BY US POWER SQUADRON 1989 (FN)
 FF0505'RECOVERED IN GOOD CONDITION.
 FF0505
 FF0505                          STATION RECOVERY (1994)
 FF0505
 FF0505'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0505'RECOVERED IN GOOD CONDITION.
 FF0505
 FF0505                          STATION RECOVERY (2002)
 FF0505
 FF0505'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2115 ***********************************************************************
 GA2115  DESIGNATION -  GAP
 GA2115  PID         -  GA2115
 GA2115  STATE/COUNTY-  TN/GRAINGER
 GA2115  USGS QUAD   -  AVONDALE (1979)
 GA2115
 GA2115                         *CURRENT SURVEY CONTROL
 GA2115  ___________________________________________________________________
 GA2115* NAD 83(1995)-  36 21 00.32697(N)    083 23 50.67711(W)     ADJUSTED  
 GA2115* NAVD 88     -       604.473  (meters)    1983.18   (feet)  ADJUSTED  
 GA2115  ___________________________________________________________________
 GA2115  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GA2115  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2115  DYNAMIC HT  -         603.904 (meters)    1981.31  (feet)  COMP
 GA2115  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 GA2115
 GA2115  HORZ ORDER  -  SECOND
 GA2115  VERT ORDER  -  SECOND    CLASS 0
 GA2115
 GA2115.The horizontal coordinates were established by classical geodetic methods
 GA2115.and adjusted by the National Geodetic Survey in April 1999..
 GA2115
 GA2115.The orthometric height was determined by differential leveling
 GA2115.and adjusted by the National Geodetic Survey in June 1991..
 GA2115
 GA2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2115
 GA2115.The geoid height was determined by GEOID03.
 GA2115
 GA2115.The dynamic height is computed by dividing the NAVD 88
 GA2115.geopotential number by the normal gravity value computed on the
 GA2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2115.degrees latitude (g = 980.6199 gals.).
 GA2115
 GA2115.The modeled gravity was interpolated from observed gravity values.
 GA2115
 GA2115;                    North         East     Units Scale Factor Converg.
 GA2115;SPC TN       -   226,867.114   833,587.407   MT  0.99998887   +1 31 25.2
 GA2115;SPC TN       -   744,313.19  2,734,861.35   sFT  0.99998887   +1 31 25.2
 GA2115;UTM  17      - 4,025,448.425   284,867.323   MT  1.00017027   -1 25 17.5
 GA2115
 GA2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2115!SPC TN       -   0.99991000  x   0.99998887  =   0.99989887
 GA2115!UTM  17      -   0.99991000  x   1.00017027  =   1.00008025
 GA2115
 GA2115:                Primary Azimuth Mark                     Grid Az
 GA2115:SPC TN       -  CHURCH                                   139 01 25.3
 GA2115:UTM  17      -  CHURCH                                   141 58 08.0
 GA2115
 GA2115|---------------------------------------------------------------------|
 GA2115| PID    Reference Object                     Distance      Geod. Az  |
 GA2115|                                                           dddmmss.s |
 GA2115| GA3522 CHURCH                              APPROX. 1.4 KM 1403250.5 |
 GA2115|---------------------------------------------------------------------|
 GA2115
 GA2115                          SUPERSEDED SURVEY CONTROL
 GA2115
 GA2115  NAD 83(1995)-  36 21 00.33043(N)    083 23 50.68029(W) AD(       ) 2
 GA2115  NAD 83(1995)-  36 21 00.33449(N)    083 23 50.67226(W) AD(       ) 2
 GA2115  NAD 83(1995)-  36 21 00.33388(N)    083 23 50.67955(W) AD(       ) 2
 GA2115  NAD 83(1986)-  36 21 00.33613(N)    083 23 50.67947(W) AD(       ) 2
 GA2115  NAD 27      -  36 21 00.01565(N)    083 23 51.04723(W) AD(       ) 2
 GA2115  NGVD 29 (??/??/92)  604.581  (m)         1983.53   (f) ADJ UNCH    2 0
 GA2115
 GA2115.Superseded values are not recommended for survey control.
 GA2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2115.See file dsdata.txt to determine how the superseded data were derived.
 GA2115
 GA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8486725448(NAD 83)
 GA2115_MARKER: DD = SURVEY DISK
 GA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2115_SP_SET: SQUARE CONCRETE MONUMENT
 GA2115_STAMPING: GAP 1963
 GA2115_MARK LOGO: TNGS  
 GA2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2115+STABILITY: SURFACE MOTION
 GA2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2115+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1987
 GA2115
 GA2115  HISTORY     - Date     Condition        Report By
 GA2115  HISTORY     - 1963     MONUMENTED       TNHD
 GA2115  HISTORY     - 1963     GOOD             TNGS
 GA2115  HISTORY     - 19870514 GOOD             TNDT
 GA2115
 GA2115                          STATION DESCRIPTION
 GA2115
 GA2115'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2115'THE STATION IS LOCATED AT THE CLINCH MOUNTAIN GAP OF U.S. HIGHWAY
 GA2115'25E.
 GA2115'
 GA2115'TO REACH THE STATION FROM THE POST OFFICE AT BEAN STATION, GO WEST ON
 GA2115'U. S.  HIGHWAY 11W FOR
 GA2115'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E ON THE
 GA2115'RIGHT, TURN RIGHT AND GO 7.8 MILES
 GA2115'NORTHWESTERLY TO THE CLINCH
 GA2115'MOUNTAIN GAP AND THE STATION ON THE LEFT AS
 GA2115'DESCRIBED.
 GA2115'
 GA2115'THE STATION IS 77 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA2115'HIGHWAY 25E, 77 FEET
 GA2115'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CLINCH MOUNTAIN
 GA2115'CAFE, AND 4 FEET NORTH OF
 GA2115'A WITNESS POST SET IN A FENCE LINE.  THE
 GA2115'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2115'TENNESSEE HIGHWAY
 GA2115'DEPARTMENT DISKS AND ARE STAMPED GAP 1963.  THE UNDERGROUND
 GA2115'MARK IS ABOUT 30
 GA2115'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2115'10-INCH SQUARE CONCRETE
 GA2115'MONUMENT WHICH IS FLUSH WITH THE ASPHALT.
 GA2115'
 GA2115'NO REFERENCE MARKS COULD BE POURED AT THIS STATIN SITE.
 GA2115'
 GA2115'THE TRAVERSE STATION CHURCH WILL SERVE AS THE AZIMUTH MARK.
 GA2115'
 GA2115'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2115
 GA2115                          STATION RECOVERY (1963)
 GA2115
 GA2115'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2115'10 MI NW FROM BEAN STATION.
 GA2115'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY
 GA2115'11W FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E ON THE
 GA2115'RIGHT.  TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 25E FOR
 GA2115'7.8 MILES TO CLINCH MOUNTAIN GAP AND THE STATION ON THE LEFT.
 GA2115'THE STATION MARK IS 77 FEET SOUTHWEST OF THE CENTERLINE OF
 GA2115'U.S. HIGHWAY 25E, 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA2115'THE CLINCH MOUNTAIN CAFE AND 4 FEET NORTH OF A WITNESS POST
 GA2115'SET IN A FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2115'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT WHICH
 GA2115'IS FLUSH WITH THE ASPHALT SURFACE.
 GA2115
 GA2115                          STATION RECOVERY (1987)
 GA2115
 GA2115'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1470 ***********************************************************************
 FD1470  DESIGNATION -  GAR
 FD1470  PID         -  FD1470
 FD1470  STATE/COUNTY-  TN/MARSHALL
 FD1470  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD1470
 FD1470                         *CURRENT SURVEY CONTROL
 FD1470  ___________________________________________________________________
 FD1470* NAD 83(1995)-  35 28 34.57929(N)    086 53 46.13068(W)     ADJUSTED  
 FD1470* NAVD 88     -       310.0    (meters)    1017.     (feet)  VERTCON   
 FD1470  ___________________________________________________________________
 FD1470  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FD1470  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD1470
 FD1470  HORZ ORDER  -  SECOND
 FD1470
 FD1470.The horizontal coordinates were established by classical geodetic methods
 FD1470.and adjusted by the National Geodetic Survey in April 1999..
 FD1470
 FD1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1470
 FD1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1470
 FD1470.The geoid height was determined by GEOID03.
 FD1470
 FD1470;                    North         East     Units Scale Factor Converg.
 FD1470;SPC TN       -   127,180.710   518,672.944   MT  0.99996778   -0 31 28.7
 FD1470;SPC TN       -   417,258.71  1,701,679.48   sFT  0.99996778   -0 31 28.7
 FD1470;UTM  16      - 3,925,866.857   509,421.484   MT  0.99960109   +0 03 37.0
 FD1470
 FD1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1470!SPC TN       -   0.99995570  x   0.99996778  =   0.99992349
 FD1470!UTM  16      -   0.99995570  x   0.99960109  =   0.99955681
 FD1470
 FD1470|---------------------------------------------------------------------|
 FD1470| PID    Reference Object                     Distance      Geod. Az  |
 FD1470|                                                           dddmmss.s |
 FD1470| CG5849 GAR RM 1                             10.844 METERS 11218     |
 FD1470| FD0367 MACK                                APPROX. 3.2 KM 1662318.7 |
 FD1470| CG5850 GAR RM 2                             10.643 METERS 35406     |
 FD1470|---------------------------------------------------------------------|
 FD1470
 FD1470                          SUPERSEDED SURVEY CONTROL
 FD1470
 FD1470  NAD 83(1995)-  35 28 34.58241(N)    086 53 46.13239(W) AD(       ) 2
 FD1470  NAD 83(1995)-  35 28 34.58257(N)    086 53 46.13238(W) AD(       ) 2
 FD1470  NAD 83(1986)-  35 28 34.58931(N)    086 53 46.13154(W) AD(       ) 2
 FD1470  NAD 27      -  35 28 34.32640(N)    086 53 46.12560(W) AD(       ) 2
 FD1470  NGVD 29 (07/19/86)  310.0    (m)         1017.     (f) VERT ANG       
 FD1470
 FD1470.Superseded values are not recommended for survey control.
 FD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1470.See file dsdata.txt to determine how the superseded data were derived.
 FD1470
 FD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0942125867(NAD 83)
 FD1470_MARKER: DE = TRAVERSE STATION DISK
 FD1470_SETTING: 80 = SET IN A BOULDER
 FD1470_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FD1470
 FD1470  HISTORY     - Date     Condition        Report By
 FD1470  HISTORY     - 1960     MONUMENTED       CGS
 FD1470
 FD1470                          STATION DESCRIPTION
 FD1470
 FD1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1470'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LEWISBURG AND ABOUT 2
 FD1470'MILES SOUTH OF THE SMALL
 FD1470'SETTLEMENT OF BRYANT.
 FD1470'
 FD1470'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND
 FD1470'50A IN THE WEST PART OF
 FD1470'LEWISBURG, GO WEST ON STATE HIGHWAY 50A FOR 4.3 MILES TO AN
 FD1470'OIL ROAD ON THE RIGHT.  TURN
 FD1470'RIGHT, GO WEST AND NORTH ON THE OIL ROAD
 FD1470'FOR 2.7 MILES TO A DRIVEWAY ON THE LEFT.  TURN
 FD1470'LEFT, WEST, AND GO 0.5
 FD1470'MILE TO K C GARRETTS RESIDENCE.  GO SOUTH THROUGH A WOODEN GATE
 FD1470'FOR 0.15 MILE TO
 FD1470'A LARGE ELM TREE AND THE END OF TRUCK TRAVEL FOR A
 FD1470'2-WHEEL DRIVE.  A 4-WHEEL DRIVE
 FD1470'MAY BE DRIVEN SOUTHWEST, PICKING WAY
 FD1470'UP HILL, FOR 0.1 MILE TO THE SUMMIT AND THE
 FD1470'STATION.
 FD1470'
 FD1470'THE STATION IS SET ON THE HIGHEST POINT NEAR THE CENTER OF THE HILL,
 FD1470'9.5 FEET WEST OF A WITNESS
 FD1470'POST.  IT IS A STANDARD TRAVERSE DISK SET FLUSH IN
 FD1470'A DRILL HOLE IN A BOULDER AND
 FD1470'STAMPED GAR 1960.
 FD1470'
 FD1470'REFERENCE MARK NO 1 IS SET ON THE EAST SLOPE OF THE HILL ABOUT 2 FEET
 FD1470'LOWER THAN THE STATION
 FD1470'AND 26.0 FEET EAST OF A WITNESS POST.  IT IS A
 FD1470'STANDARD DISK SET IN A DRILL HOLE
 FD1470'IN OUTCROPPING BEDROCK AND STAMPED
 FD1470'GAR NO 1 1960.
 FD1470'
 FD1470'REFERENCE MARK NO 2 IS SET ON THE NORTH EDGE OF THE HILL ABOUT THE
 FD1470'SAME ELEVATION AS
 FD1470'THE STATION, 34.5 FEET NORTH OF A WITNESS POST.  IT IS A
 FD1470'STANDARD DISK SET FLUSH IN A
 FD1470'DRILL HOLE IN OUTCROPPING BEDROCK AND
 FD1470'STAMPED GAR NO 2 1960.
 FD1470'
 FD1470'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD1470'61.0 FEET.
 FD1470'
 FD1470'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 FD1470'STATION MACK WAS USED AS
 FD1470'THE AZIMUTH MARK, SEE DESCRIPTION THEREOF.
 FD1470'
 FD1470'HEIGHT OF LIGHT ABOVE STATION MARK 14.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0778 ***********************************************************************
 FD0778  DESIGNATION -  GARAGE
 FD0778  PID         -  FD0778
 FD0778  STATE/COUNTY-  TN/MAURY
 FD0778  USGS QUAD   -  COLUMBIA (1989)
 FD0778
 FD0778                         *CURRENT SURVEY CONTROL
 FD0778  ___________________________________________________________________
 FD0778* NAD 83(1995)-  35 36 13.54762(N)    087 05 36.77029(W)     ADJUSTED  
 FD0778* NAVD 88     -       211.951  (meters)     695.38   (feet)  ADJUSTED  
 FD0778  ___________________________________________________________________
 FD0778  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 FD0778  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0778  DYNAMIC HT  -         211.763 (meters)     694.76  (feet)  COMP
 FD0778  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD0778
 FD0778  HORZ ORDER  -  SECOND
 FD0778  VERT ORDER  -  SECOND    CLASS 0
 FD0778
 FD0778.The horizontal coordinates were established by classical geodetic methods
 FD0778.and adjusted by the National Geodetic Survey in April 1999..
 FD0778
 FD0778.The orthometric height was determined by differential leveling
 FD0778.and adjusted by the National Geodetic Survey in June 1991..
 FD0778
 FD0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0778
 FD0778.The geoid height was determined by GEOID03.
 FD0778
 FD0778.The dynamic height is computed by dividing the NAVD 88
 FD0778.geopotential number by the normal gravity value computed on the
 FD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0778.degrees latitude (g = 980.6199 gals.).
 FD0778
 FD0778.The modeled gravity was interpolated from observed gravity values.
 FD0778
 FD0778;                    North         East     Units Scale Factor Converg.
 FD0778;SPC TN       -   141,506.601   500,917.257   MT  0.99995644   -0 38 24.7
 FD0778;SPC TN       -   464,259.57  1,643,426.03   sFT  0.99995644   -0 38 24.7
 FD0778;UTM  16      - 3,940,005.483   491,526.829   MT  0.99960088   -0 03 16.1
 FD0778
 FD0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0778!SPC TN       -   0.99997112  x   0.99995644  =   0.99992756
 FD0778!UTM  16      -   0.99997112  x   0.99960088  =   0.99957201
 FD0778
 FD0778:                Primary Azimuth Mark                     Grid Az
 FD0778:SPC TN       -  COLUMBIA                                 071 31 06.3
 FD0778:UTM  16      -  COLUMBIA                                 070 55 57.7
 FD0778
 FD0778|---------------------------------------------------------------------|
 FD0778| PID    Reference Object                     Distance      Geod. Az  |
 FD0778|                                                           dddmmss.s |
 FD0778| FD0713 COLUMBIA                            APPROX. 4.7 KM 0705241.6 |
 FD0778| FD0777 GARAGE RM 1                          25.862 METERS 15559     |
 FD0778| FD0779 GARAGE RM 2                          31.660 METERS 32429     |
 FD0778| FD0780 GARAGE AZ MK                                       3381326.6 |
 FD0778|---------------------------------------------------------------------|
 FD0778
 FD0778                          SUPERSEDED SURVEY CONTROL
 FD0778
 FD0778  NAD 83(1995)-  35 36 13.55041(N)    087 05 36.77250(W) AD(       ) 2
 FD0778  NAD 83(1986)-  35 36 13.55861(N)    087 05 36.77220(W) AD(       ) 2
 FD0778  NAD 27      -  35 36 13.29900(N)    087 05 36.75020(W) AD(       ) 2
 FD0778  NGVD 29 (??/??/92)  211.937  (m)          695.33   (f) ADJ UNCH    2 0
 FD0778
 FD0778.Superseded values are not recommended for survey control.
 FD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0778.See file dsdata.txt to determine how the superseded data were derived.
 FD0778
 FD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9152740005(NAD 83)
 FD0778_MARKER: DD = SURVEY DISK
 FD0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0778_STAMPING: GARAGE 1962
 FD0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0778+STABILITY: SURFACE MOTION
 FD0778
 FD0778  HISTORY     - Date     Condition        Report By
 FD0778  HISTORY     - 1962     MONUMENTED       TNHD
 FD0778  HISTORY     - 1963     GOOD             TNHD
 FD0778  HISTORY     - 1982     GOOD             TNDT
 FD0778  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0778
 FD0778                          STATION DESCRIPTION
 FD0778
 FD0778'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0778'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF COLUMBIA, 1 MILE
 FD0778'NORTH OF U S HIGHWAY 43 ON
 FD0778'STATE PROPERTY.
 FD0778'
 FD0778'THE STATION IS 75.5 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 FD0778'BUILDING, 30 FEET WEST OF
 FD0778'THE TOP EDGE OF A FILL.  THE SURFACE AND UNDERGROUND
 FD0778'MARKS ARE STANDARD TENNESSEE
 FD0778'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 FD0778'GARAGE 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0778'INCHES BELOW THE
 FD0778'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0778'CONCRETE MONUMENT.
 FD0778'
 FD0778'REFERENCE MARK NO 1 IS 1.5 FEET NORTHWEST OF A 6-INCH ROUND GATE POST
 FD0778'AND 0.5 FEET SOUTH OF THE
 FD0778'NORTH EDGE OF A CONCRETE BLOCK.  IT IS A STANDARD
 FD0778'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0778'SET FLUSH IN A DRILLED HOLE IN A
 FD0778'2X2 FOOT CONCRETE BLOCK REINFORCING A METAL GATE
 FD0778'POST AND THE DISK IS
 FD0778'STAMPED GARAGE RM-1 1962.
 FD0778'
 FD0778'REFERENCE MARK NO 2 IS 83 FEET EAST OF THE CENTER OF A GATE AND 62
 FD0778'FEET NORTH OF THE
 FD0778'NORTHEAST CORNER OF A BRICK BUILDING.  IT IS A STANDARD
 FD0778'TENNESSEE HIGHWAY
 FD0778'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0778'CONCRETE MONUMENT AND THE DISK IS
 FD0778'STAMPED GARAGE RM-2 1962.
 FD0778'
 FD0778'THE AZIMUTH MARK IS 21 FEET EAST OF THE APPROXIMATE CENTER OF AN
 FD0778'OILED ROAD, 3 FEET SOUTH OF
 FD0778'POWER POLE NO 16, 2.2 FEET SOUTH OF A WITNESS POST AND
 FD0778'1.0 FOOT WEST OF A FENCE.  IT IS
 FD0778'A STANDARD TENNESSEE HIGHWAY
 FD0778'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0778'CONCRETE MONUMENT AND
 FD0778'THE DISK IS STAMPED GARAGE AZI 1962.
 FD0778'
 FD0778'TO REACH THE AZIMUTH MARK FROM THE SOUTH ENTRANCE OF THE COLUMBIA
 FD0778'STATE HIGHWAY GARAGE, GO
 FD0778'NORTH ON OILED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 FD0778'THE RIGHT.
 FD0778'
 FD0778'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0778'
 FD0778'HEIGHT OF LIGHT ABOVE STATION MARK 22.26 METERS.
 FD0778
 FD0778                          STATION RECOVERY (1963)
 FD0778
 FD0778'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0778'3.5 MI SE FROM COLUMBIA.
 FD0778'FROM THE COURT HOUSE IN COLUMBIA, GO WEST FOR 0.6 MILE TO THE
 FD0778'JUNCTION OF U.S. HIGHWAY 43 AND STATE ROUTES 50 AND 99.  TURN
 FD0778'LEFT ON U.S. HIGHWAY 43 AND GO SOUTH FOR 3.4 MILES TO A PAVED
 FD0778'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO THE COLUMBIA
 FD0778'STATE HIGHWAY GARAGE.  THE STATION MARK IS LOCATED EAST OF THE
 FD0778'NORTHEAST END OF THE GARAGE BUILDING BOILER WING, 75.5 FEET EAST
 FD0778'OF THE NORTHEAST CORNER OF A SMALL BRICK BUILDING AND 30 FEET
 FD0778'WEST OF THE TOP EDGE OF A FILL.  THE STATION MARK IS A STANDARD
 FD0778'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD0778'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0778
 FD0778                          STATION RECOVERY (1982)
 FD0778
 FD0778'RECOVERY NOTE BY TN DEPT OF TRANSP 1982 (DRM)
 FD0778'THE TO REACH DESCRIPTION IS ADEQUATE, HOWEVER THE AREA THE MARK IS IN
 FD0778'HAS CHANGED AND A NEW RECOVERY DESCRIPTION IS AS FOLLOWS--
 FD0778'
 FD0778'THE STATION IS 75.5 FT. EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FD0778'MAIN GARAGE BUILDING. 32.0 FT. SOUTH A POWER LINE POLE IN THE YARD.
 FD0778'76.7 FT. NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK WING TO
 FD0778'THE MAIN GARAGE BUILDING. AND 18.8 FT. WEST OF A METAL GUARD RAIL
 FD0778'ON THE EDGE OF THE FILL AREA.  THE SURFACE MARK IS A STANDARD
 FD0778'TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED GARAGE 1962 AND SET IN
 FD0778'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS 1.5 FT.
 FD0778'BELOW THE SURFACE AND IS NOW COVERED OVER BY A SMALL SECTION OF
 FD0778'RAILROAD TIE AND FILLED OVER WITH DIRT.  PERMISSION TO UNCOVER THE
 FD0778'STATION CAN BE OBTAINED FROM THE GARAGE FORMAN ON THE PREMISES.
 FD0778'
 FD0778'RM 1 WAS RECOVERED AS ORIGINALLY DESCRIBED IN GOOD CONDITION.
 FD0778'
 FD0778'RM 2 IS COVERED OVER BY ABOUT 1.5 FT. OF OILED GRAVEL AND MAY STILL
 FD0778'BE THERE.  IT WAS NOT SEARCHED FOR THIS SURVEY.
 FD0778'
 FD0778'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE DISTANCE
 FD0778'TO THE AZI MARK FROM THE STATION IS VAGUE AND THE POLE LINE HAS BEEN
 FD0778'CHANGED.  NO WITNESS POST COULD BE FOUND.
 FD0778'
 FD0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 FD0778'SOUTHWEST OF COLUMBIA.
 FD0778
 FD0778                          STATION RECOVERY (1983)
 FD0778
 FD0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0778'NOT RECOVERED, THE LOT AROUND THE GARAGE HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1392 ***********************************************************************
 FB1392  DESIGNATION -  GARAGE 2
 FB1392  PID         -  FB1392
 FB1392  STATE/COUNTY-  TN/COCKE
 FB1392  USGS QUAD   -  NEWPORT (1992)
 FB1392
 FB1392                         *CURRENT SURVEY CONTROL
 FB1392  ___________________________________________________________________
 FB1392* NAD 83(1995)-  35 56 42.73403(N)    083 12 23.86883(W)     ADJUSTED  
 FB1392* NAVD 88     -       386.29   (meters)    1267.4    (feet)  RESET     
 FB1392  ___________________________________________________________________
 FB1392  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FB1392  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1392
 FB1392  HORZ ORDER  -  THIRD
 FB1392  VERT ORDER  -  THIRD
 FB1392
 FB1392.The horizontal coordinates were established by classical geodetic methods
 FB1392.and adjusted by the National Geodetic Survey in April 1999..
 FB1392.No horizontal observational check was made to the station.
 FB1392
 FB1392.The orthometric height was computed from unverified reset data.
 FB1392
 FB1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1392
 FB1392.The geoid height was determined by GEOID03.
 FB1392
 FB1392;                    North         East     Units Scale Factor Converg.
 FB1392;SPC TN       -   182,432.039   851,987.890   MT  0.99995028   +1 38 07.3
 FB1392;SPC TN       -   598,529.11  2,795,230.27   sFT  0.99995028   +1 38 07.3
 FB1392;UTM  17      - 3,980,121.245   300,968.744   MT  1.00008814   -1 17 44.7
 FB1392
 FB1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1392!SPC TN       -   0.99994420  x   0.99995028  =   0.99989448
 FB1392!UTM  17      -   0.99994420  x   1.00008814  =   1.00003233
 FB1392
 FB1392|---------------------------------------------------------------------|
 FB1392| PID    Reference Object                     Distance      Geod. Az  |
 FB1392|                                                           dddmmss.s |
 FB1392| DE5113 GARAGE 2 RM 3                         4.519 METERS 07354     |
 FB1392| FB1391 GARAGE                               32.757 METERS 21538     |
 FB1392| DE5112 GARAGE AZ MK                                       2153823.0 |
 FB1392| DE5114 GARAGE 2 RM 4                         7.407 METERS 31411     |
 FB1392|---------------------------------------------------------------------|
 FB1392
 FB1392                          SUPERSEDED SURVEY CONTROL
 FB1392
 FB1392  NAD 83(1995)-  35 56 42.73968(N)    083 12 23.87219(W) AD(       ) 3
 FB1392  NAD 83(1986)-  35 56 42.74551(N)    083 12 23.87095(W) AD(       ) 3
 FB1392  NAD 27      -  35 56 42.41094(N)    083 12 24.30903(W) AD(       ) 3
 FB1392
 FB1392.Superseded values are not recommended for survey control.
 FB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1392.See file dsdata.txt to determine how the superseded data were derived.
 FB1392
 FB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0096980121(NAD 83)
 FB1392_MARKER: DS = TRIANGULATION STATION DISK
 FB1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1392_STAMPING: GARAGE 2 1964
 FB1392_MARK LOGO: CGS   
 FB1392_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1392+STABILITY: SURFACE MOTION
 FB1392
 FB1392  HISTORY     - Date     Condition        Report By
 FB1392  HISTORY     - 1964     MONUMENTED       CGS
 FB1392  HISTORY     - 1964     GOOD             TNHD
 FB1392  HISTORY     - 1979     GOOD             NGS
 FB1392
 FB1392                          STATION DESCRIPTION
 FB1392
 FB1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JAG)
 FB1392'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF NEWPORT.
 FB1392'
 FB1392'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND CROSBY
 FB1392'ROAD IN THE WESTERN SECTION OF NEWPORT, GO SOUTH ON CROSBY ROAD
 FB1392'(STATE ROUTE 32) FOR 1.7 MILES TO A GRAVELED ROAD ON THE RIGHT AND
 FB1392'THE STATION.
 FB1392'
 FB1392'THE STATION MARK IS 36 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FB1392'THE HIGHWAY, 26 FEET NORTHEAST OF THE APPROXIMATE
 FB1392'CENTER OF THE GRAVELED ROAD, 9 FEET NORTH OF UTILITY POLE NO 412, 5
 FB1392'FEET SOUTHWEST OF AN EAST-WEST FENCE LINE, 5 FEET WEST OF A
 FB1392'CONCRETE HIGHWAY RIGHT-OF-WAY POST AND 3.4 FEET NORTH OF A WITNESS
 FB1392'POST. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB1392'MONUMENT AND IS STAMPED GARAGE 2 1964.
 FB1392'
 FB1392'REFERENCE MARK NO. 3 IS 28 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FB1392'OF THE HIGHWAY, 17 FEET NORTHEAST OF THE UTILITY POLE NO
 FB1392'412, 11 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST AND 5 FEET
 FB1392'SOUTHEAST OF A NORTH-SOUTH FENCE LINE. THE MARK IS A
 FB1392'STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND STAMPED GARAGE 2
 FB1392'NO 3 1964.
 FB1392'
 FB1392'REFERENCE MARK NO. 4 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FB1392'OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST OF AN EAST-WEST
 FB1392'FENCE LINE. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB1392'MONUMENT AND STAMPED GARAGE 2 NO 4 1964.
 FB1392'
 FB1392'THE AZIMUTH MARK IS 35.5 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FB1392'HIGHWAY, 8 FEET SOUTHEAST OF THE DRIVEWAY TO THE TENNESSEE
 FB1392'HIGHWAY DEPARTMENT GARAGE, AND 1.9 FEET NORTH OF A WITNESS POST. THE
 FB1392'MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND
 FB1392'STAMPED GARAGE 1961.
 FB1392'
 FB1392'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON STATE
 FB1392'ROUTE 32 FOR 0.15 MILE TO THE SOUTH DRIVEWAY TO THE TENNESSEE
 FB1392'HIGHWAY DEPARTMENT GARAGE AND THE MARK ON THE SIDE OF THE HIGHWAY.
 FB1392'
 FB1392'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION GARAGE 1961
 FB1392'(NOW DESTROYED) AND THE NEW STATION GARAGE 2 IS 107.47 FEET
 FB1392'AND 32.757 METERS.
 FB1392
 FB1392                          STATION RECOVERY (1964)
 FB1392
 FB1392'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 FB1392'1.7 MI S FROM NEWPORT.
 FB1392'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB1392'70 AND STATE ROUTE 32 IN THE WESTERN SECTION OF NEWPORT, GO 1.7
 FB1392'MILES SOUTH ON STATE ROUTE 32 TO A GRAVELED ROAD AND THE STATION
 FB1392'ON THE WEST SIDE OF THE HIGHWAY.  THE STATION MARK IS 36 FEET
 FB1392'NORTHWEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 26 FEET
 FB1392'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 9
 FB1392'FEET NORTH OF A UTILITY POLE 412, 5 FEET SOUTHWEST OF A EAST-WEST
 FB1392'FENCE LINE, 5 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST
 FB1392'AND 3.4 FEET NORTH OF A WITNESS POST.  THE DISK IS SET IN A
 FB1392'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FB1392
 FB1392                          STATION RECOVERY (1979)
 FB1392
 FB1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB1392'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND IN
 FB1392'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND IS ASSUMED
 FB1392'DESTROYED BY UTILITY CONSTRUCTION.  THE DISTANCE AND DIRECTION TO
 FB1392'REFERENCE MARK 4 CHECKED.  REFERENCE MARK 5 WAS SET.  THE DESCRIPTION
 FB1392'IS GOOD WITH THE FOLLOWING.
 FB1392'
 FB1392'REFERENCE MARK 4 IS 60 FEET NORTHWEST OF THE CENTERLINE OF STATE
 FB1392'HIGHWAY 32.
 FB1392'
 FB1392'REFERENCE MARK 5 IS 31 FEET SOUTHWEST OF THE CENTERLINE OF NEW CAVE
 FB1392'CHURCH ROAD AND 29 FEET NORTHWEST OF THE CENTERLINE OF THE
 FB1392'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---GARAGE 2
 FB1392'1964 NO 5 1979---
 FB1392'
 FB1392'THE AZIMUTH MARK IS 36 FEET EAST OF A POWER POLE AND 42 FEET NORTH OF
 FB1392'A CULVERT OF A 16 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0780 ***********************************************************************
 FD0780  DESIGNATION -  GARAGE AZ MK
 FD0780  PID         -  FD0780
 FD0780  STATE/COUNTY-  TN/MAURY
 FD0780  USGS QUAD   -  COLUMBIA (1989)
 FD0780
 FD0780                         *CURRENT SURVEY CONTROL
 FD0780  ___________________________________________________________________
 FD0780* NAD 83(1986)-  35 36 11.     (N)    087 05 39.     (W)     SCALED    
 FD0780* NAVD 88     -       209.228  (meters)     686.44   (feet)  ADJUSTED  
 FD0780  ___________________________________________________________________
 FD0780  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0780  DYNAMIC HT  -         209.043 (meters)     685.84  (feet)  COMP
 FD0780  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0780
 FD0780  VERT ORDER  -  SECOND    CLASS 0
 FD0780
 FD0780.The horizontal coordinates were scaled from a topographic map and have
 FD0780.an estimated accuracy of +/- 6 seconds.
 FD0780
 FD0780.The orthometric height was determined by differential leveling
 FD0780.and adjusted by the National Geodetic Survey in June 1991..
 FD0780
 FD0780.The geoid height was determined by GEOID03.
 FD0780
 FD0780.The dynamic height is computed by dividing the NAVD 88
 FD0780.geopotential number by the normal gravity value computed on the
 FD0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0780.degrees latitude (g = 980.6199 gals.).
 FD0780
 FD0780.The modeled gravity was interpolated from observed gravity values.
 FD0780
 FD0780;                    North         East    Units  Estimated Accuracy
 FD0780;SPC TN       -   141,430.      500,860.      MT  (+/- 180 meters Scaled)
 FD0780
 FD0780                          SUPERSEDED SURVEY CONTROL
 FD0780
 FD0780  NGVD 29 (??/??/92)  209.214  (m)          686.40   (f) ADJ UNCH    2 0
 FD0780
 FD0780.Superseded values are not recommended for survey control.
 FD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0780.See file dsdata.txt to determine how the superseded data were derived.
 FD0780
 FD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE914399(NAD 83)
 FD0780_MARKER: DD = SURVEY DISK
 FD0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0780_STAMPING: GARAGE AZI 1962
 FD0780_MARK LOGO: TNHD  
 FD0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0780+STABILITY: SURFACE MOTION
 FD0780
 FD0780  HISTORY     - Date     Condition        Report By
 FD0780  HISTORY     - 1962     MONUMENTED       TNHD
 FD0780  HISTORY     - 1963     GOOD             TNHD
 FD0780  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0780
 FD0780                          STATION DESCRIPTION
 FD0780
 FD0780'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0780'3.5 MI SE FROM COLUMBIA.
 FD0780'FROM THE COURT HOUSE IN COLUMBIA, GO WEST FOR 0.6 MILE TO THE
 FD0780'JUNCTION OF U.S. HIGHWAY 43 AND STATE ROUTES 50 AND 99.  TURN
 FD0780'LEFT ON U.S. HIGHWAY 43 AND GO SOUTH FOR 3.4 MILES TO A PAVED
 FD0780'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO THE COLUMBIA
 FD0780'STATE HIGHWAY GARAGE AND THE MARK ON THE RIGHT.  THE AZIMUTH MARK
 FD0780'IS 21 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 3 FEET SOUTH
 FD0780'OF POWER POLE NO. 16, 2.2 FEET SOUTH OF A WITNESS POST AND 1
 FD0780'FOOT WEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0780'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0780'FLUSH WITH THE GROUND.
 FD0780
 FD0780                          STATION RECOVERY (1983)
 FD0780
 FD0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0780'NOT RECOVERED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0777 ***********************************************************************
 FD0777  DESIGNATION -  GARAGE RM 1
 FD0777  PID         -  FD0777
 FD0777  STATE/COUNTY-  TN/MAURY
 FD0777  USGS QUAD   -  COLUMBIA (1989)
 FD0777
 FD0777                         *CURRENT SURVEY CONTROL
 FD0777  ___________________________________________________________________
 FD0777* NAD 83(1986)-  35 36 13.     (N)    087 05 37.     (W)     SCALED    
 FD0777* NAVD 88     -       211.688  (meters)     694.51   (feet)  ADJUSTED  
 FD0777  ___________________________________________________________________
 FD0777  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0777  DYNAMIC HT  -         211.500 (meters)     693.90  (feet)  COMP
 FD0777  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD0777
 FD0777  VERT ORDER  -  SECOND    CLASS 0
 FD0777
 FD0777.The horizontal coordinates were scaled from a topographic map and have
 FD0777.an estimated accuracy of +/- 6 seconds.
 FD0777
 FD0777.The orthometric height was determined by differential leveling
 FD0777.and adjusted by the National Geodetic Survey in June 1991..
 FD0777
 FD0777.The geoid height was determined by GEOID03.
 FD0777
 FD0777.The dynamic height is computed by dividing the NAVD 88
 FD0777.geopotential number by the normal gravity value computed on the
 FD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0777.degrees latitude (g = 980.6199 gals.).
 FD0777
 FD0777.The modeled gravity was interpolated from observed gravity values.
 FD0777
 FD0777;                    North         East    Units  Estimated Accuracy
 FD0777;SPC TN       -   141,490.      500,910.      MT  (+/- 180 meters Scaled)
 FD0777
 FD0777                          SUPERSEDED SURVEY CONTROL
 FD0777
 FD0777  NGVD 29 (??/??/92)  211.673  (m)          694.46   (f) ADJ UNCH    2 0
 FD0777
 FD0777.Superseded values are not recommended for survey control.
 FD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0777.See file dsdata.txt to determine how the superseded data were derived.
 FD0777
 FD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE915399(NAD 83)
 FD0777_MARKER: DD = SURVEY DISK
 FD0777_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0777+WITH SETTING: PAVEMENT
 FD0777_STAMPING: GARAGE RM-1 1962
 FD0777_MARK LOGO: TNHD  
 FD0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0777+STABILITY: SURFACE MOTION
 FD0777
 FD0777  HISTORY     - Date     Condition        Report By
 FD0777  HISTORY     - 1962     MONUMENTED       TNHD
 FD0777  HISTORY     - 1963     GOOD             TNHD
 FD0777  HISTORY     - 1983     GOOD             NGS
 FD0777
 FD0777                          STATION DESCRIPTION
 FD0777
 FD0777'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0777'3.5 MI SE FROM COLUMBIA.
 FD0777'THIS MARK IS LOCATED AT THE GARAGE 1962 STATION SITE, 1.5 FEET
 FD0777'NORTHWEST OF A 6-INCH ROUND GATE POST, 0.5 FEET SOUTH OF THE NORTH
 FD0777'EDGE OF A CONCRETE BLOCK AND 85 FEET SOUTH OF THE STATION.  THE
 FD0777'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FD0777'FLUSH IN A DRILLED HOLE IN A 2 X 2 FOOT CONCRETE BLOCK REINFORCING
 FD0777'A METAL GATE POST.
 FD0777
 FD0777                          STATION RECOVERY (1983)
 FD0777
 FD0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0777'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0779 ***********************************************************************
 FD0779  DESIGNATION -  GARAGE RM 2
 FD0779  PID         -  FD0779
 FD0779  STATE/COUNTY-  TN/MAURY
 FD0779  USGS QUAD   -  COLUMBIA (1989)
 FD0779
 FD0779                         *CURRENT SURVEY CONTROL
 FD0779  ___________________________________________________________________
 FD0779* NAD 83(1986)-  35 36 13.     (N)    087 05 37.     (W)     SCALED    
 FD0779* NAVD 88     -       212.421  (meters)     696.92   (feet)  ADJUSTED  
 FD0779  ___________________________________________________________________
 FD0779  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0779  DYNAMIC HT  -         212.233 (meters)     696.30  (feet)  COMP
 FD0779  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD0779
 FD0779  VERT ORDER  -  SECOND    CLASS 0
 FD0779
 FD0779.The horizontal coordinates were scaled from a topographic map and have
 FD0779.an estimated accuracy of +/- 6 seconds.
 FD0779
 FD0779.The orthometric height was determined by differential leveling
 FD0779.and adjusted by the National Geodetic Survey in June 1991..
 FD0779
 FD0779.The geoid height was determined by GEOID03.
 FD0779
 FD0779.The dynamic height is computed by dividing the NAVD 88
 FD0779.geopotential number by the normal gravity value computed on the
 FD0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0779.degrees latitude (g = 980.6199 gals.).
 FD0779
 FD0779.The modeled gravity was interpolated from observed gravity values.
 FD0779
 FD0779;                    North         East    Units  Estimated Accuracy
 FD0779;SPC TN       -   141,490.      500,910.      MT  (+/- 180 meters Scaled)
 FD0779
 FD0779                          SUPERSEDED SURVEY CONTROL
 FD0779
 FD0779  NGVD 29 (??/??/92)  212.406  (m)          696.87   (f) ADJ UNCH    2 0
 FD0779
 FD0779.Superseded values are not recommended for survey control.
 FD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0779.See file dsdata.txt to determine how the superseded data were derived.
 FD0779
 FD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE915399(NAD 83)
 FD0779_MARKER: DD = SURVEY DISK
 FD0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0779_STAMPING: GARAGE RM-2 1962
 FD0779_MARK LOGO: TNHD  
 FD0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0779+STABILITY: SURFACE MOTION
 FD0779
 FD0779  HISTORY     - Date     Condition        Report By
 FD0779  HISTORY     - 1962     MONUMENTED       TNHD
 FD0779  HISTORY     - 1963     GOOD             TNHD
 FD0779  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0779
 FD0779                          STATION DESCRIPTION
 FD0779
 FD0779'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0779'3.5 MI SE FROM COLUMBIA.
 FD0779'THIS MARK IS LOCATED AT THE GARAGE 1962 STATION SITE, 83 FEET
 FD0779'EAST OF THE CENTER OF A GATE, 65 FEET NORTH OF THE NORTHEAST
 FD0779'CORNER OF A BRICK BUILDING AND 104 FEET NORTHWEST OF THE STATION.
 FD0779'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0779'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0779'GROUND.
 FD0779
 FD0779                          STATION RECOVERY (1983)
 FD0779
 FD0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0779'NOT RECOVERED, AREA AROUND THE GARAGE HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1864 ***********************************************************************
 GA1864  DESIGNATION -  GARDEN
 GA1864  PID         -  GA1864
 GA1864  STATE/COUNTY-  TN/HAMBLEN
 GA1864  USGS QUAD   -  SPRINGVALE (1980)
 GA1864
 GA1864                         *CURRENT SURVEY CONTROL
 GA1864  ___________________________________________________________________
 GA1864* NAD 83(1986)-  36 14 46.     (N)    083 13 08.     (W)     SCALED    
 GA1864* NAVD 88     -       395.481  (meters)    1297.51   (feet)  ADJUSTED  
 GA1864  ___________________________________________________________________
 GA1864  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1864  DYNAMIC HT  -         395.120 (meters)    1296.32  (feet)  COMP
 GA1864  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1864
 GA1864  VERT ORDER  -  FIRST     CLASS I
 GA1864
 GA1864.The horizontal coordinates were scaled from a topographic map and have
 GA1864.an estimated accuracy of +/- 6 seconds.
 GA1864
 GA1864.The orthometric height was determined by differential leveling
 GA1864.and adjusted by the National Geodetic Survey in June 1991..
 GA1864
 GA1864.The geoid height was determined by GEOID03.
 GA1864
 GA1864.The dynamic height is computed by dividing the NAVD 88
 GA1864.geopotential number by the normal gravity value computed on the
 GA1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1864.degrees latitude (g = 980.6199 gals.).
 GA1864
 GA1864.The modeled gravity was interpolated from observed gravity values.
 GA1864
 GA1864;                    North         East    Units  Estimated Accuracy
 GA1864;SPC TN       -   215,780.      849,930.      MT  (+/- 180 meters Scaled)
 GA1864
 GA1864                          SUPERSEDED SURVEY CONTROL
 GA1864
 GA1864  NGVD 29 (??/??/92)  395.621  (m)         1297.97   (f) ADJ UNCH    1 1
 GA1864
 GA1864.Superseded values are not recommended for survey control.
 GA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1864.See file dsdata.txt to determine how the superseded data were derived.
 GA1864
 GA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA006135(NAD 83)
 GA1864_MARKER: DD = SURVEY DISK
 GA1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1864_STAMPING: GARDEN 1966
 GA1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1864+STABILITY: SURFACE MOTION
 GA1864
 GA1864  HISTORY     - Date     Condition        Report By
 GA1864  HISTORY     - 1966     MONUMENTED       TNHD
 GA1864  HISTORY     - 1967     GOOD             NGS
 GA1864
 GA1864                          STATION DESCRIPTION
 GA1864
 GA1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1864'1.4 MI SW FROM RUSSELLVILLE.
 GA1864'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST
 GA1864'OFFICE AT RUSSELLVILLE, 0.1 MILE SOUTHWEST OF MILEPOST 84 WHICH
 GA1864'IS LOCATED ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK,
 GA1864'26 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 254
 GA1864'FEET SOUTHWEST OF THE CENTERLINE OF THE MOST SOUTHWESTERLY
 GA1864'ENTRANCE ROAD TO THE HAMBLEN MEMORY GARDENS CEMETERY, 153 FEET
 GA1864'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY COMPANY
 GA1864'RAILROAD TRACK, 28 FEET SOUTHWEST OF POLE NUMBER 2665, IN LINE
 GA1864'WITH A ROW OF POLES, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 GA1864'ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GA1864'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0738 ***********************************************************************
 FD0738  DESIGNATION -  GARNER
 FD0738  PID         -  FD0738
 FD0738  STATE/COUNTY-  TN/DICKSON
 FD0738  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0738
 FD0738                         *CURRENT SURVEY CONTROL
 FD0738  ___________________________________________________________________
 FD0738* NAD 83(1995)-  35 59 36.52802(N)    087 29 16.35080(W)     ADJUSTED  
 FD0738* NAVD 88     -       262.497  (meters)     861.21   (feet)  ADJUSTED  
 FD0738  ___________________________________________________________________
 FD0738  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD0738  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0738  DYNAMIC HT  -         262.269 (meters)     860.46  (feet)  COMP
 FD0738  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FD0738
 FD0738  HORZ ORDER  -  SECOND
 FD0738  VERT ORDER  -  SECOND    CLASS 0
 FD0738
 FD0738.The horizontal coordinates were established by classical geodetic methods
 FD0738.and adjusted by the National Geodetic Survey in April 1999..
 FD0738
 FD0738.The orthometric height was determined by differential leveling
 FD0738.and adjusted by the National Geodetic Survey in June 1991..
 FD0738
 FD0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0738
 FD0738.The geoid height was determined by GEOID03.
 FD0738
 FD0738.The dynamic height is computed by dividing the NAVD 88
 FD0738.geopotential number by the normal gravity value computed on the
 FD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0738.degrees latitude (g = 980.6199 gals.).
 FD0738
 FD0738.The modeled gravity was interpolated from observed gravity values.
 FD0738
 FD0738;                    North         East     Units Scale Factor Converg.
 FD0738;SPC TN       -   185,211.793   465,848.214   MT  0.99995226   -0 52 15.8
 FD0738;SPC TN       -   607,649.02  1,528,370.35   sFT  0.99995226   -0 52 15.8
 FD0738;UTM  16      - 3,983,335.322   456,025.181   MT  0.99962383   -0 17 12.2
 FD0738
 FD0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0738!SPC TN       -   0.99996330  x   0.99995226  =   0.99991556
 FD0738!UTM  16      -   0.99996330  x   0.99962383  =   0.99958714
 FD0738
 FD0738:                Primary Azimuth Mark                     Grid Az
 FD0738:SPC TN       -  DICKSON MUNICIPAL TANK                   044 40 41.2
 FD0738:UTM  16      -  DICKSON MUNICIPAL TANK                   044 05 37.6
 FD0738
 FD0738|---------------------------------------------------------------------|
 FD0738| PID    Reference Object                     Distance      Geod. Az  |
 FD0738|                                                           dddmmss.s |
 FD0738| GC2562 DICKSON MUNICIPAL TANK              APPROX.12.4 KM 0434825.4 |
 FD0738| FD0736 GARNER AZ MK                                       2212333.0 |
 FD0738| FD0737 GARNER RM 2                          10.478 METERS 26313     |
 FD0738| FD0739 GARNER RM 1                          10.768 METERS 35913     |
 FD0738|---------------------------------------------------------------------|
 FD0738
 FD0738                          SUPERSEDED SURVEY CONTROL
 FD0738
 FD0738  NAD 83(1995)-  35 59 36.53026(N)    087 29 16.35469(W) AD(       ) 2
 FD0738  NAD 83(1986)-  35 59 36.53824(N)    087 29 16.35321(W) AD(       ) 2
 FD0738  NAD 27      -  35 59 36.31210(N)    087 29 16.29620(W) AD(       ) 2
 FD0738  NGVD 29 (??/??/92)  262.501  (m)          861.22   (f) ADJ UNCH    2 0
 FD0738
 FD0738.Superseded values are not recommended for survey control.
 FD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0738.See file dsdata.txt to determine how the superseded data were derived.
 FD0738
 FD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5602583335(NAD 83)
 FD0738_MARKER: DE = TRAVERSE STATION DISK
 FD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0738_STAMPING: GARNER 1959
 FD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0738+STABILITY: SURFACE MOTION
 FD0738
 FD0738  HISTORY     - Date     Condition        Report By
 FD0738  HISTORY     - 1959     MONUMENTED       CGS
 FD0738  HISTORY     - 1959     GOOD             CGS
 FD0738
 FD0738                          STATION DESCRIPTION
 FD0738
 FD0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD0738'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF DICKSON,
 FD0738'ABOUT 0.4 MILE NORTH OF
 FD0738'THE HICKMAN-DICKSON COUNTY LINE AND ON THE PROPERTY
 FD0738'OWNED BY MRS V M MOORE.
 FD0738'
 FD0738'TO REACH THE STATION FROM JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD0738'HIGHWAY NO 48 IN DICKSON,
 FD0738'GO SOUTH ON STATE HIGHWAY NO 48 FOR 7.7 MILES TO A
 FD0738'CROSSROAD AND STORE ON THE LEFT,
 FD0738'CONTINUE SOUTH ON STATE HIGHWAY NO
 FD0738'48 FOR 1.0 MILE TO THE MOORE DRIVEWAY ON THE LEFT,
 FD0738'TURN LEFT AND GO
 FD0738'EAST THROUGH THE FARM YARD FOR 0.1 MILE TO THE BARN AND THE STATION
 FD0738'AS DESCRIBED.
 FD0738'
 FD0738'STATION MARK IS 8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN AND
 FD0738'4 FEET WEST OF A WITNESS
 FD0738'SIGN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN
 FD0738'THE TOP OF A CONCRETE POST, SET
 FD0738'FLUSH WITH THE SURFACE OF THE GROUND
 FD0738'AND IS STAMPED GARNER 1959.
 FD0738'
 FD0738'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 FD0738'INCHES BELOW THE SURFACE OF
 FD0738'THE GROUND AND IS STAMPED GARNER 1959.
 FD0738'
 FD0738'REFERENCE MARK NO 1 IS 1 FOOT EAST OF THE EAST SIDE OF THE BARN.  THE
 FD0738'MARK IS SET FLUSH WITH THE
 FD0738'SURFACE OF THE GROUND AND IS STAMPED GARNER NO 1
 FD0738'1959.
 FD0738'
 FD0738'REFERENCE MARK NO 2 IS 12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FD0738'BARN AND 1 FOOT SOUTH ON A
 FD0738'FENCE POST.  THE MARK IS SET FLUSH WITH THE SURFACE
 FD0738'OF THE GROUND AND IS STAMPED
 FD0738'GARNER NO 2 1959.
 FD0738'
 FD0738'AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF STATE HIGHWAY NO 48, 3
 FD0738'FEET SOUTH OF A POWERLINE
 FD0738'POLE AND 3 FEET EAST OF A WITNESS SIGN AND WIRE FENCE.
 FD0738'THE MARK PROJECTS 2 INCHES ABOVE
 FD0738'THE SURFACE OF THE GROUND AND IS
 FD0738'STAMPED GARNER 1959.
 FD0738'
 FD0738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE TO
 FD0738'STATE HIGHWAY NO 48,
 FD0738'TURN LEFT AND GO SOUTH ON STATE HIGHWAY NO 48 FOR 0.1
 FD0738'MILE TO THE MARK ON THE RIGHT AS
 FD0738'DESCRIBED.
 FD0738'
 FD0738'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FD0738
 FD0738                          STATION RECOVERY (1959)
 FD0738
 FD0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD0738'1 MI S FROM OAK GROVE.
 FD0738'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0738'MILES SOUTHWEST OF DICKSON), GO SOUTH ON STATE HIGHWAY 48
 FD0738'1.0 MILE SOUTH TO A FARM DRIVEWAY, THENCE 0.1 MILE EAST TO A
 FD0738'BARN, 8 FT. SOUTH OF THE SOUTHEAST CORNER OF THE BARN, AND 4 FT.
 FD0738'WEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST,
 FD0738'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0736 ***********************************************************************
 FD0736  DESIGNATION -  GARNER AZ MK
 FD0736  PID         -  FD0736
 FD0736  STATE/COUNTY-  TN/DICKSON
 FD0736  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0736
 FD0736                         *CURRENT SURVEY CONTROL
 FD0736  ___________________________________________________________________
 FD0736* NAD 83(1986)-  35 59 33.     (N)    087 29 22.     (W)     SCALED    
 FD0736* NAVD 88     -       256.931  (meters)     842.95   (feet)  ADJUSTED  
 FD0736  ___________________________________________________________________
 FD0736  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0736  DYNAMIC HT  -         256.707 (meters)     842.21  (feet)  COMP
 FD0736  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FD0736
 FD0736  VERT ORDER  -  SECOND    CLASS 0
 FD0736
 FD0736.The horizontal coordinates were scaled from a topographic map and have
 FD0736.an estimated accuracy of +/- 6 seconds.
 FD0736
 FD0736.The orthometric height was determined by differential leveling
 FD0736.and adjusted by the National Geodetic Survey in June 1991..
 FD0736
 FD0736.The geoid height was determined by GEOID03.
 FD0736
 FD0736.The dynamic height is computed by dividing the NAVD 88
 FD0736.geopotential number by the normal gravity value computed on the
 FD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0736.degrees latitude (g = 980.6199 gals.).
 FD0736
 FD0736.The modeled gravity was interpolated from observed gravity values.
 FD0736
 FD0736;                    North         East    Units  Estimated Accuracy
 FD0736;SPC TN       -   185,110.      465,710.      MT  (+/- 180 meters Scaled)
 FD0736
 FD0736                          SUPERSEDED SURVEY CONTROL
 FD0736
 FD0736  NGVD 29 (??/??/92)  256.934  (m)          842.96   (f) ADJ UNCH    2 0
 FD0736
 FD0736.Superseded values are not recommended for survey control.
 FD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0736.See file dsdata.txt to determine how the superseded data were derived.
 FD0736
 FD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE558832(NAD 83)
 FD0736_MARKER: DZ = AZIMUTH MARK DISK
 FD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0736_STAMPING: GARNER 1959
 FD0736_MARK LOGO: CGS   
 FD0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0736+STABILITY: SURFACE MOTION
 FD0736
 FD0736  HISTORY     - Date     Condition        Report By
 FD0736  HISTORY     - 1959     MONUMENTED       CGS
 FD0736
 FD0736                          STATION DESCRIPTION
 FD0736
 FD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0736'1.1 MI S FROM OAK GROVE.
 FD0736'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0736'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTH
 FD0736'ON STATE HIGHWAY 48 FOR 1.1 MILES, 22 FT. WEST OF THE CENTER
 FD0736'OF STATE HIGHWAY 48, 3 FT. SOUTH OF A POWERLINE POLE AND 3 FT.
 FD0736'EAST OF A WITNESS SIGN AND WIRE FENCE, A DISK SET IN TOP OF A
 FD0736'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 3 FT. ABOVE THE
 FD0736'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0739 ***********************************************************************
 FD0739  DESIGNATION -  GARNER RM 1
 FD0739  PID         -  FD0739
 FD0739  STATE/COUNTY-  TN/DICKSON
 FD0739  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0739
 FD0739                         *CURRENT SURVEY CONTROL
 FD0739  ___________________________________________________________________
 FD0739* NAD 83(1986)-  35 59 36.     (N)    087 29 16.     (W)     SCALED    
 FD0739* NAVD 88     -       262.603  (meters)     861.56   (feet)  ADJUSTED  
 FD0739  ___________________________________________________________________
 FD0739  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0739  DYNAMIC HT  -         262.374 (meters)     860.81  (feet)  COMP
 FD0739  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FD0739
 FD0739  VERT ORDER  -  SECOND    CLASS 0
 FD0739
 FD0739.The horizontal coordinates were scaled from a topographic map and have
 FD0739.an estimated accuracy of +/- 6 seconds.
 FD0739
 FD0739.The orthometric height was determined by differential leveling
 FD0739.and adjusted by the National Geodetic Survey in June 1991..
 FD0739
 FD0739.The geoid height was determined by GEOID03.
 FD0739
 FD0739.The dynamic height is computed by dividing the NAVD 88
 FD0739.geopotential number by the normal gravity value computed on the
 FD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0739.degrees latitude (g = 980.6199 gals.).
 FD0739
 FD0739.The modeled gravity was interpolated from observed gravity values.
 FD0739
 FD0739;                    North         East    Units  Estimated Accuracy
 FD0739;SPC TN       -   185,200.      465,860.      MT  (+/- 180 meters Scaled)
 FD0739
 FD0739                          SUPERSEDED SURVEY CONTROL
 FD0739
 FD0739  NGVD 29 (??/??/92)  262.606  (m)          861.57   (f) ADJ UNCH    2 0
 FD0739
 FD0739.Superseded values are not recommended for survey control.
 FD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0739.See file dsdata.txt to determine how the superseded data were derived.
 FD0739
 FD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560833(NAD 83)
 FD0739_MARKER: DR = REFERENCE MARK DISK
 FD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0739_STAMPING: GARNER NO 1 1959
 FD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0739+STABILITY: SURFACE MOTION
 FD0739
 FD0739  HISTORY     - Date     Condition        Report By
 FD0739  HISTORY     - 1959     MONUMENTED       CGS
 FD0739
 FD0739                          STATION DESCRIPTION
 FD0739
 FD0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0739'1 MI S FROM OAK GROVE.
 FD0739'THIS MARK IS LOCATED AT THE GARNER 1959 STATION SITE, 35.3 FT.
 FD0739'NORTH OF THE STATION MARK, 1 FT. EAST OF THE EAST SIDE OF A
 FD0739'BARN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FD0739'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0737 ***********************************************************************
 FD0737  DESIGNATION -  GARNER RM 2
 FD0737  PID         -  FD0737
 FD0737  STATE/COUNTY-  TN/DICKSON
 FD0737  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0737
 FD0737                         *CURRENT SURVEY CONTROL
 FD0737  ___________________________________________________________________
 FD0737* NAD 83(1986)-  35 59 36.     (N)    087 29 16.     (W)     SCALED    
 FD0737* NAVD 88     -       262.515  (meters)     861.27   (feet)  ADJUSTED  
 FD0737  ___________________________________________________________________
 FD0737  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0737  DYNAMIC HT  -         262.286 (meters)     860.52  (feet)  COMP
 FD0737  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FD0737
 FD0737  VERT ORDER  -  SECOND    CLASS 0
 FD0737
 FD0737.The horizontal coordinates were scaled from a topographic map and have
 FD0737.an estimated accuracy of +/- 6 seconds.
 FD0737
 FD0737.The orthometric height was determined by differential leveling
 FD0737.and adjusted by the National Geodetic Survey in June 1991..
 FD0737
 FD0737.The geoid height was determined by GEOID03.
 FD0737
 FD0737.The dynamic height is computed by dividing the NAVD 88
 FD0737.geopotential number by the normal gravity value computed on the
 FD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0737.degrees latitude (g = 980.6199 gals.).
 FD0737
 FD0737.The modeled gravity was interpolated from observed gravity values.
 FD0737
 FD0737;                    North         East    Units  Estimated Accuracy
 FD0737;SPC TN       -   185,200.      465,860.      MT  (+/- 180 meters Scaled)
 FD0737
 FD0737                          SUPERSEDED SURVEY CONTROL
 FD0737
 FD0737  NGVD 29 (??/??/92)  262.518  (m)          861.28   (f) ADJ UNCH    2 0
 FD0737
 FD0737.Superseded values are not recommended for survey control.
 FD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0737.See file dsdata.txt to determine how the superseded data were derived.
 FD0737
 FD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560833(NAD 83)
 FD0737_MARKER: DR = REFERENCE MARK DISK
 FD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0737_STAMPING: GARNER NO 2 1959
 FD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0737+STABILITY: SURFACE MOTION
 FD0737
 FD0737  HISTORY     - Date     Condition        Report By
 FD0737  HISTORY     - 1959     MONUMENTED       CGS
 FD0737
 FD0737                          STATION DESCRIPTION
 FD0737
 FD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0737'1 MI S FROM OAK GROVE.
 FD0737'THIS MARK IS LOCATED AT THE GARNER 1959 STATION SITE, 34.4 FT.
 FD0737'WEST OF THE STATION MARK, 12 FT. SOUTH OF THE SOUTHWEST CORNER
 FD0737'OF THE BARN, AND 1 FT. SOUTH OF A FENCE POST, A DISK SET IN TOP
 FD0737'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2604 ***********************************************************************
 GB2604  DESIGNATION -  GARRETT
 GB2604  PID         -  GB2604
 GB2604  STATE/COUNTY-  TN/MORGAN
 GB2604  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2604
 GB2604                         *CURRENT SURVEY CONTROL
 GB2604  ___________________________________________________________________
 GB2604* NAD 83(1995)-  36 09 15.38162(N)    084 38 50.32937(W)     ADJUSTED  
 GB2604* NAVD 88     -       424.5    (meters)    1393.     (feet)  VERTCON   
 GB2604  ___________________________________________________________________
 GB2604  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GB2604  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB2604
 GB2604  HORZ ORDER  -  SECOND
 GB2604
 GB2604.The horizontal coordinates were established by classical geodetic methods
 GB2604.and adjusted by the National Geodetic Survey in April 1999..
 GB2604
 GB2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2604
 GB2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2604
 GB2604.The geoid height was determined by GEOID03.
 GB2604
 GB2604;                    North         East     Units Scale Factor Converg.
 GB2604;SPC TN       -   202,874.053   721,716.936   MT  0.99996397   +0 47 30.9
 GB2604;SPC TN       -   665,595.96  2,367,832.98   sFT  0.99996397   +0 47 30.9
 GB2604;UTM  16      - 4,003,624.181   711,646.496   MT  1.00015196   +1 23 18.6
 GB2604
 GB2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2604!SPC TN       -   0.99993796  x   0.99996397  =   0.99990193
 GB2604!UTM  16      -   0.99993796  x   1.00015196  =   1.00008991
 GB2604
 GB2604:                Primary Azimuth Mark                     Grid Az
 GB2604:SPC TN       -  PILOT MTN SO RR MICROWAVE MAST           359 42 14.5
 GB2604:UTM  16      -  PILOT MTN SO RR MICROWAVE MAST           359 06 26.8
 GB2604
 GB2604|---------------------------------------------------------------------|
 GB2604| PID    Reference Object                     Distance      Geod. Az  |
 GB2604|                                                           dddmmss.s |
 GB2604| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 3.4 KM 0002945.4 |
 GB2604| DB9415 GARRETT RM 1                         19.624 METERS 04010     |
 GB2604| GB2605 GARRETT AZ MK                       APPROX. 0.8 KM 1245024.4 |
 GB2604| DB9416 GARRETT RM 2                         21.021 METERS 27710     |
 GB2604|---------------------------------------------------------------------|
 GB2604
 GB2604                          SUPERSEDED SURVEY CONTROL
 GB2604
 GB2604  NAD 83(1995)-  36 09 15.38644(N)    084 38 50.33032(W) AD(       ) 2
 GB2604  NAD 83(1995)-  36 09 15.38890(N)    084 38 50.33319(W) AD(       ) 2
 GB2604  NAD 83(1986)-  36 09 15.39251(N)    084 38 50.32984(W) AD(       ) 2
 GB2604  NAD 27      -  36 09 15.12032(N)    084 38 50.53056(W) AD(       ) 2
 GB2604  NGVD 29 (07/19/86)  424.6    (m)         1393.     (f) VERT ANG       
 GB2604
 GB2604.Superseded values are not recommended for survey control.
 GB2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2604.See file dsdata.txt to determine how the superseded data were derived.
 GB2604
 GB2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1164603624(NAD 83)
 GB2604_MARKER: DD = SURVEY DISK
 GB2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2604
 GB2604  HISTORY     - Date     Condition        Report By
 GB2604  HISTORY     - 1965     MONUMENTED       TNHD
 GB2604
 GB2604                          STATION DESCRIPTION
 GB2604
 GB2604'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2604'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF WARTBURG.
 GB2604'
 GB2604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2604'ROUTE 62 IN WARTBURG, GO 4.75 MILES NORTHWEST ON U.S. HIGHWAY 27
 GB2604'TO A GRAVELED ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GB2604'STRAIGHT AHEAD FOR 1.05 MILES NORTHWEST ON U.S. HIGHWAY 27 TO A
 GB2604'GRAVELED ROAD ON THE LEFT, TURN LEFT, SOUTH, AND GO 0.15 MILE TO A
 GB2604'FORK, TAKE THE LEFT FORK AND GO 0.3 MILE SOUTHWEST TO THE END OF
 GB2604'THE ROAD AND A LOG HOUSE.  FROM HERE GO 0.15 MILE SOUTHEAST ACROSS AN
 GB2604'OPEN FIELD TO THE MARK AS DESCRIBED.
 GB2604'
 GB2604'THE STATION IS 23 FEET NORTH OF A 7-INCH PINE TREE AT THE SOUTH END
 GB2604'OF A FIELD AND 2.1 FEET NORTHWEST OF A WITNESS POST AND SIGN.  THE
 GB2604'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2604'DEPARTMENT DISKS.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GB2604'THE SURFACE AND HAS NO STAMPING.  THE SURFACE DISK IS SET IN THE TOP
 GB2604'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2604'STAMPED GARRETT 1965.
 GB2604'
 GB2604'REFERENCE MARK NO. 1 IS 17 FEET SOUTHEAST OF THE EDGE OF THE FIELD, 8
 GB2604'FEET SOUTHWEST OF A 3-INCH PINE TREE AND 4 FEET EAST OF A 3-INCH
 GB2604'PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2604'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2604'DISK IS STAMPED GARRETT RM-1 1965.
 GB2604'
 GB2604'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 GB2604'THE FIELD, 10 FEET SOUTHWEST OF A 3-INCH TWIN- TRUNKED OAK
 GB2604'TREE AND 9 FEET SOUTHEAST OF AN 8-INCH PINE TREE.  IT IS A STANDARD
 GB2604'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2604'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GARRETT RM-2
 GB2604'1965.
 GB2604'
 GB2604'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2604'GRAVELED ROAD, 34 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2604'U.S. HIGHWAY 27 AND 2.0 FEET WEST OF A WITNESS POST AND SIGN.  IT IS
 GB2604'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2604'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2604'GARRETT AZI 1965.
 GB2604'
 GB2604'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2604'
 GB2604'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2605 ***********************************************************************
 GB2605  DESIGNATION -  GARRETT AZ MK
 GB2605  PID         -  GB2605
 GB2605  STATE/COUNTY-  TN/MORGAN
 GB2605  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2605
 GB2605                         *CURRENT SURVEY CONTROL
 GB2605  ___________________________________________________________________
 GB2605* NAD 83(1995)-  36 09 00.73561(N)    084 38 24.38642(W)     ADJUSTED  
 GB2605* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 GB2605  ___________________________________________________________________
 GB2605  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GB2605  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB2605
 GB2605  HORZ ORDER  -  SECOND
 GB2605
 GB2605.The horizontal coordinates were established by classical geodetic methods
 GB2605.and adjusted by the National Geodetic Survey in April 1999..
 GB2605
 GB2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2605
 GB2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2605
 GB2605.The geoid height was determined by GEOID03.
 GB2605
 GB2605;                    North         East     Units Scale Factor Converg.
 GB2605;SPC TN       -   202,431.669   722,371.608   MT  0.99996358   +0 47 46.1
 GB2605;SPC TN       -   664,144.57  2,369,980.85   sFT  0.99996358   +0 47 46.1
 GB2605;UTM  16      - 4,003,188.555   712,305.864   MT  1.00015541   +1 23 33.5
 GB2605
 GB2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2605!SPC TN       -   0.99995242  x   0.99996358  =   0.99991600
 GB2605!UTM  16      -   0.99995242  x   1.00015541  =   1.00010782
 GB2605
 GB2605                          SUPERSEDED SURVEY CONTROL
 GB2605
 GB2605  NAD 83(1995)-  36 09 00.74045(N)    084 38 24.38735(W) AD(       ) 2
 GB2605  NAD 83(1995)-  36 09 00.74297(N)    084 38 24.39009(W) AD(       ) 2
 GB2605  NAD 83(1986)-  36 09 00.74650(N)    084 38 24.38670(W) AD(       ) 2
 GB2605  NAD 27      -  36 09 00.47357(N)    084 38 24.58870(W) AD(       ) 2
 GB2605  NGVD 29 (07/19/86)  332.5    (m)         1091.     (f) VERT ANG       
 GB2605
 GB2605.Superseded values are not recommended for survey control.
 GB2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2605.See file dsdata.txt to determine how the superseded data were derived.
 GB2605
 GB2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1230603189(NAD 83)
 GB2605_MARKER: DD = SURVEY DISK
 GB2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2605_MARK LOGO: TNHD  
 GB2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2605+STABILITY: SURFACE MOTION
 GB2605
 GB2605  HISTORY     - Date     Condition        Report By
 GB2605  HISTORY     - 1965     MONUMENTED       TNHD
 GB2605
 GB2605                          STATION DESCRIPTION
 GB2605
 GB2605'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB2605'SEE STATION GARRETT TNHD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0765 ***********************************************************************
 GB0765  DESIGNATION -  GAS
 GB0765  PID         -  GB0765
 GB0765  STATE/COUNTY-  TN/ANDERSON
 GB0765  USGS QUAD   -  NORRIS (1990)
 GB0765
 GB0765                         *CURRENT SURVEY CONTROL
 GB0765  ___________________________________________________________________
 GB0765* NAD 83(1995)-  36 09 43.86319(N)    084 05 13.17754(W)     ADJUSTED  
 GB0765* NAVD 88     -       270.090  (meters)     886.12   (feet)  ADJUSTED  
 GB0765  ___________________________________________________________________
 GB0765  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GB0765  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0765  DYNAMIC HT  -         269.845 (meters)     885.32  (feet)  COMP
 GB0765  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0765
 GB0765  HORZ ORDER  -  SECOND
 GB0765  VERT ORDER  -  SECOND    CLASS 0
 GB0765
 GB0765.The horizontal coordinates were established by classical geodetic methods
 GB0765.and adjusted by the National Geodetic Survey in April 1999..
 GB0765
 GB0765.The orthometric height was determined by differential leveling
 GB0765.and adjusted by the National Geodetic Survey in June 1991..
 GB0765
 GB0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0765
 GB0765.The geoid height was determined by GEOID03.
 GB0765
 GB0765.The dynamic height is computed by dividing the NAVD 88
 GB0765.geopotential number by the normal gravity value computed on the
 GB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0765.degrees latitude (g = 980.6199 gals.).
 GB0765
 GB0765.The modeled gravity was interpolated from observed gravity values.
 GB0765
 GB0765;                    North         East     Units Scale Factor Converg.
 GB0765;SPC TN       -   204,592.912   772,112.807   MT  0.99996475   +1 07 11.8
 GB0765;SPC TN       -   671,235.25  2,533,173.43   sFT  0.99996475   +1 07 11.8
 GB0765;UTM  16      - 4,005,869.869   762,038.270   MT  1.00044613   +1 43 11.5
 GB0765
 GB0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0765!SPC TN       -   0.99996240  x   0.99996475  =   0.99992715
 GB0765!UTM  16      -   0.99996240  x   1.00044613  =   1.00040851
 GB0765
 GB0765|---------------------------------------------------------------------|
 GB0765| PID    Reference Object                     Distance      Geod. Az  |
 GB0765|                                                           dddmmss.s |
 GB0765| GB0767 GAS RM 1                             12.443 METERS 19459     |
 GB0765| GB0768 GAS AZ MK                                          2211315.5 |
 GB0765| GB0766 GAS RM 2                             11.063 METERS 31650     |
 GB0765|---------------------------------------------------------------------|
 GB0765
 GB0765                          SUPERSEDED SURVEY CONTROL
 GB0765
 GB0765  NAD 83(1995)-  36 09 43.86744(N)    084 05 13.18074(W) AD(       ) 2
 GB0765  NAD 83(1995)-  36 09 43.86808(N)    084 05 13.17993(W) AD(       ) 2
 GB0765  NAD 83(1986)-  36 09 43.87510(N)    084 05 13.17619(W) AD(       ) 2
 GB0765  NAD 27      -  36 09 43.59192(N)    084 05 13.47274(W) AD(       ) 2
 GB0765  NGVD 29 (??/??/92)  270.224  (m)          886.56   (f) ADJ UNCH    2 0
 GB0765
 GB0765.Superseded values are not recommended for survey control.
 GB0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0765.See file dsdata.txt to determine how the superseded data were derived.
 GB0765
 GB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6203805870(NAD 83)
 GB0765_MARKER: DD = SURVEY DISK
 GB0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0765_STAMPING: GAS 1964
 GB0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0765+STABILITY: SURFACE MOTION
 GB0765
 GB0765  HISTORY     - Date     Condition        Report By
 GB0765  HISTORY     - 1964     MONUMENTED       TNHD
 GB0765  HISTORY     - 1964     GOOD             TNHD
 GB0765
 GB0765                          STATION DESCRIPTION
 GB0765
 GB0765'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0765'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CLINTON.
 GB0765'
 GB0765'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE
 GB0765'SOUTH ON U.S.  HIGHWAY
 GB0765'25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE LEFT,
 GB0765'TURN LEFT, NORTHEAST, AND GO 4.6
 GB0765'MILES TO THE AZIMUTH MARK ON THE
 GB0765'RIGHT, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 61 TO
 GB0765'A GRAVELED DRIVE
 GB0765'ON THE RIGHT (ENTRANCE TO GLEN ALPINE SCHOOL), TURN RIGHT, SOUTHEAST,
 GB0765'AND GO 0.05 MILE
 GB0765'TO THE STATION ON THE LEFT AS DESCRIBED.
 GB0765'
 GB0765'THE STATION MARK IS 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GB0765'GAP IN A FENCE, 18 FEET
 GB0765'NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVE, 16
 GB0765'FEET SOUTH OF 14-INCH ELM TREE, 9
 GB0765'FEET SOUTHWEST OF A FENCE AND 7.2
 GB0765'FEET SOUTHWEST OF A WITNESS POST.  THE SURFACE AND
 GB0765'UNDERGROUND MARKS
 GB0765'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB0765'STAMPED GAS 1964.
 GB0765'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0765'SURFACE.  THE SURFACE DISK IS SET IN
 GB0765'A 10-INCH, SQUARE, FLUSH,
 GB0765'CONCRETE MONUMENT.
 GB0765'
 GB0765'REFERENCE MARK NO. 1 IS 16 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB0765'OF THE DRIVE.
 GB0765'
 GB0765'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GB0765'SQUARE, FLUSH, CONCRETE
 GB0765'MONUMENT AND THE DISK IS STAMPED GAS RM-1 1964.
 GB0765'
 GB0765'REFERENCE MARK NO. 2 IS 13 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0765'OF THE GRAVELED DRIVE,
 GB0765'12 FEET NORTH OF A 12-INCH TRIPLE-TRUNKED ELM TREE
 GB0765'AND 8 FEET SOUTHWEST OF A FENCE.
 GB0765'IT IS A STANDARD TENNESSEE HIGHWAY
 GB0765'DEPARTMENT DISK SET IN A 10-INCH , SQUARE, FLUSH,
 GB0765'CONCRETE MONUMENT
 GB0765'AND THE DISK IS STAMPED GAS RM-2 1964.
 GB0765'
 GB0765'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB0765'ROUTE 61, 9 FEET NORTHEAST
 GB0765'OF A 26-INCH OAK TREE, 2.1 FEET SOUTHWEST OF A
 GB0765'WITNESS POST AND 1 FOOT NORTHWEST
 GB0765'OF A BARBED WIRE FENCE.  IT IS A
 GB0765'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0765'10-INCH, SQUARE,
 GB0765'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GAS AZI 1964.
 GB0765'
 GB0765'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GB0765'
 GB0765'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GB0765
 GB0765                          STATION RECOVERY (1964)
 GB0765
 GB0765'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0765'4.7 MI NE FROM CLINTON.
 GB0765'FROM THE POST OFFICE AT CLINTON, GO 0.05 MILE SOUTH ON U.S.
 GB0765'HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE LEFT,
 GB0765'TURN LEFT NORTHEAST AND GO 4.6 MILES TO A GRAVELED DRIVE ON
 GB0765'THE RIGHT (ENTRANCE TO GLEN ALPINE SCHOOL) TURN RIGHT, SOUTHEAST
 GB0765'AND GO 0.50 MILE TO THE STATION ON THE LEFT.  THE MARK IS 23
 GB0765'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GAP IN A FENCE,
 GB0765'18 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVE, 16 FEET
 GB0765'SOUTH OF A 14-INCH ELM TREE, 9 FEET SOUTHWEST OF A FENCE
 GB0765'AND 7.2 FEET SOUTHWEST OF A WITNESS POST WITH SIGN.  THE MARK
 GB0765'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0765'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0768 ***********************************************************************
 GB0768  DESIGNATION -  GAS AZ MK
 GB0768  PID         -  GB0768
 GB0768  STATE/COUNTY-  TN/ANDERSON
 GB0768  USGS QUAD   -  NORRIS (1990)
 GB0768
 GB0768                         *CURRENT SURVEY CONTROL
 GB0768  ___________________________________________________________________
 GB0768* NAD 83(1986)-  36 09 29.     (N)    084 05 33.     (W)     SCALED    
 GB0768* NAVD 88     -       271.239  (meters)     889.89   (feet)  ADJUSTED  
 GB0768  ___________________________________________________________________
 GB0768  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0768  DYNAMIC HT  -         270.993 (meters)     889.08  (feet)  COMP
 GB0768  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GB0768
 GB0768  VERT ORDER  -  SECOND    CLASS 0
 GB0768
 GB0768.The horizontal coordinates were scaled from a topographic map and have
 GB0768.an estimated accuracy of +/- 6 seconds.
 GB0768
 GB0768.The orthometric height was determined by differential leveling
 GB0768.and adjusted by the National Geodetic Survey in June 1991..
 GB0768
 GB0768.The geoid height was determined by GEOID03.
 GB0768
 GB0768.The dynamic height is computed by dividing the NAVD 88
 GB0768.geopotential number by the normal gravity value computed on the
 GB0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0768.degrees latitude (g = 980.6199 gals.).
 GB0768
 GB0768.The modeled gravity was interpolated from observed gravity values.
 GB0768
 GB0768;                    North         East    Units  Estimated Accuracy
 GB0768;SPC TN       -   204,130.      771,630.      MT  (+/- 180 meters Scaled)
 GB0768
 GB0768                          SUPERSEDED SURVEY CONTROL
 GB0768
 GB0768  NGVD 29 (??/??/??)  271.42   (m)          890.5    (f) RESET       3  
 GB0768
 GB0768.Superseded values are not recommended for survey control.
 GB0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0768.See file dsdata.txt to determine how the superseded data were derived.
 GB0768
 GB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF615053(NAD 83)
 GB0768_MARKER: DZ = AZIMUTH MARK DISK
 GB0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0768_STAMPING: GAS AZI 1964
 GB0768_MARK LOGO: TNHD  
 GB0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0768+STABILITY: SURFACE MOTION
 GB0768
 GB0768  HISTORY     - Date     Condition        Report By
 GB0768  HISTORY     - 1964     MONUMENTED       TNHD
 GB0768
 GB0768                          STATION DESCRIPTION
 GB0768
 GB0768'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0768'4.6 MI NE FROM CLINTON.
 GB0768'FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE SOUTH ON U.S.
 GB0768'HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE LEFT,
 GB0768'TURN LEFT NORTHEAST AND GO 4.6 MILES TO THE AZIMUTH MARK ON THE
 GB0768'RIGHT.  THE MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0768'STATE ROUTE 61, 9 FEET NORTHEAST OF A 26-INCH OAK TREE AND 2.1
 GB0768'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0768'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB0768'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0767 ***********************************************************************
 GB0767  DESIGNATION -  GAS RM 1
 GB0767  PID         -  GB0767
 GB0767  STATE/COUNTY-  TN/ANDERSON
 GB0767  USGS QUAD   -  NORRIS (1990)
 GB0767
 GB0767                         *CURRENT SURVEY CONTROL
 GB0767  ___________________________________________________________________
 GB0767* NAD 83(1986)-  36 09 43.     (N)    084 05 13.     (W)     SCALED    
 GB0767* NAVD 88     -       270.322  (meters)     886.88   (feet)  ADJUSTED  
 GB0767  ___________________________________________________________________
 GB0767  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0767  DYNAMIC HT  -         270.077 (meters)     886.08  (feet)  COMP
 GB0767  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0767
 GB0767  VERT ORDER  -  SECOND    CLASS 0
 GB0767
 GB0767.The horizontal coordinates were scaled from a topographic map and have
 GB0767.an estimated accuracy of +/- 6 seconds.
 GB0767
 GB0767.The orthometric height was determined by differential leveling
 GB0767.and adjusted by the National Geodetic Survey in June 1991..
 GB0767
 GB0767.The geoid height was determined by GEOID03.
 GB0767
 GB0767.The dynamic height is computed by dividing the NAVD 88
 GB0767.geopotential number by the normal gravity value computed on the
 GB0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0767.degrees latitude (g = 980.6199 gals.).
 GB0767
 GB0767.The modeled gravity was interpolated from observed gravity values.
 GB0767
 GB0767;                    North         East    Units  Estimated Accuracy
 GB0767;SPC TN       -   204,570.      772,120.      MT  (+/- 180 meters Scaled)
 GB0767
 GB0767                          SUPERSEDED SURVEY CONTROL
 GB0767
 GB0767  NGVD 29 (??/??/92)  270.457  (m)          887.32   (f) ADJ UNCH    2 0
 GB0767
 GB0767.Superseded values are not recommended for survey control.
 GB0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0767.See file dsdata.txt to determine how the superseded data were derived.
 GB0767
 GB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF620058(NAD 83)
 GB0767_MARKER: DR = REFERENCE MARK DISK
 GB0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0767_STAMPING: GAS RM-1 1964
 GB0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0767+STABILITY: SURFACE MOTION
 GB0767
 GB0767  HISTORY     - Date     Condition        Report By
 GB0767  HISTORY     - 1964     MONUMENTED       TNHD
 GB0767
 GB0767                          STATION DESCRIPTION
 GB0767
 GB0767'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0767'4.7 MI NE FROM CLINTON.
 GB0767'THE MARK IS LOCATED AT THE GAS 1964 STATION SITE, 16 FEET
 GB0767'SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE.  THE MARK
 GB0767'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB0767'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0766 ***********************************************************************
 GB0766  DESIGNATION -  GAS RM 2
 GB0766  PID         -  GB0766
 GB0766  STATE/COUNTY-  TN/ANDERSON
 GB0766  USGS QUAD   -  NORRIS (1990)
 GB0766
 GB0766                         *CURRENT SURVEY CONTROL
 GB0766  ___________________________________________________________________
 GB0766* NAD 83(1986)-  36 09 43.     (N)    084 05 13.     (W)     SCALED    
 GB0766* NAVD 88     -       269.413  (meters)     883.90   (feet)  ADJUSTED  
 GB0766  ___________________________________________________________________
 GB0766  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0766  DYNAMIC HT  -         269.169 (meters)     883.10  (feet)  COMP
 GB0766  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0766
 GB0766  VERT ORDER  -  SECOND    CLASS 0
 GB0766
 GB0766.The horizontal coordinates were scaled from a topographic map and have
 GB0766.an estimated accuracy of +/- 6 seconds.
 GB0766
 GB0766.The orthometric height was determined by differential leveling
 GB0766.and adjusted by the National Geodetic Survey in June 1991..
 GB0766
 GB0766.The geoid height was determined by GEOID03.
 GB0766
 GB0766.The dynamic height is computed by dividing the NAVD 88
 GB0766.geopotential number by the normal gravity value computed on the
 GB0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0766.degrees latitude (g = 980.6199 gals.).
 GB0766
 GB0766.The modeled gravity was interpolated from observed gravity values.
 GB0766
 GB0766;                    North         East    Units  Estimated Accuracy
 GB0766;SPC TN       -   204,570.      772,120.      MT  (+/- 180 meters Scaled)
 GB0766
 GB0766                          SUPERSEDED SURVEY CONTROL
 GB0766
 GB0766  NGVD 29 (??/??/92)  269.548  (m)          884.34   (f) ADJ UNCH    2 0
 GB0766
 GB0766.Superseded values are not recommended for survey control.
 GB0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0766.See file dsdata.txt to determine how the superseded data were derived.
 GB0766
 GB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF620058(NAD 83)
 GB0766_MARKER: DR = REFERENCE MARK DISK
 GB0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0766_STAMPING: GAS RM-2 1964
 GB0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0766+STABILITY: SURFACE MOTION
 GB0766
 GB0766  HISTORY     - Date     Condition        Report By
 GB0766  HISTORY     - 1964     MONUMENTED       TNHD
 GB0766
 GB0766                          STATION DESCRIPTION
 GB0766
 GB0766'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0766'4.7 MI NE FROM CLINTON.
 GB0766'THE MARK IS LOCATED AT THE GAS 1964 STATION SITE, 13 FEET
 GB0766'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, 12
 GB0766'FEET NORTH OF A 12-INCH TRIPLE-TRUNKED ELM TREE AND 8 FEET
 GB0766'SOUTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0766'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0766'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2694 ***********************************************************************
 GC2694  DESIGNATION -  GATE
 GC2694  PID         -  GC2694
 GC2694  STATE/COUNTY-  TN/STEWART
 GC2694  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2694
 GC2694                         *CURRENT SURVEY CONTROL
 GC2694  ___________________________________________________________________
 GC2694* NAD 83(1995)-  36 35 49.80828(N)    087 45 23.45714(W)     ADJUSTED  
 GC2694* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 GC2694  ___________________________________________________________________
 GC2694  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GC2694  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC2694
 GC2694  HORZ ORDER  -  THIRD
 GC2694
 GC2694.The horizontal coordinates were established by classical geodetic methods
 GC2694.and adjusted by the National Geodetic Survey in April 1999..
 GC2694
 GC2694.The orthometric height was scaled from a topographic map.
 GC2694
 GC2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2694
 GC2694.The geoid height was determined by GEOID03.
 GC2694
 GC2694;                    North         East     Units Scale Factor Converg.
 GC2694;SPC TN       -   252,589.537   442,831.287   MT  1.00003700   -1 01 42.0
 GC2694;SPC TN       -   828,704.17  1,452,855.65   sFT  1.00003700   -1 01 42.0
 GC2694;SPC KY1Z     - 1,031,213.633 1,320,445.498   MT  1.00015174   -1 13 54.9
 GC2694;SPC KY1Z     - 3,383,240.06  4,332,161.60   sFT  1.00015174   -1 13 54.9
 GC2694;SPC KY S     -   531,185.559   320,467.466   MT  1.00002750   -1 13 00.8
 GC2694;SPC KY S     - 1,742,731.29  1,051,400.34   sFT  1.00002750   -1 13 00.8
 GC2694;UTM  16      - 4,050,452.868   432,334.197   MT  0.99965641   -0 27 03.7
 GC2694
 GC2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2694!SPC TN       -   0.99997117  x   1.00003700  =   1.00000816
 GC2694!SPC KY1Z     -   0.99997117  x   1.00015174  =   1.00012290
 GC2694!SPC KY S     -   0.99997117  x   1.00002750  =   0.99999866
 GC2694!UTM  16      -   0.99997117  x   0.99965641  =   0.99962759
 GC2694
 GC2694:                Primary Azimuth Mark                     Grid Az
 GC2694:SPC TN       -  GATE AZ MK                               168 55 59.4
 GC2694:SPC KY1Z     -  GATE AZ MK                               169 08 12.3
 GC2694:SPC KY S     -  GATE AZ MK                               169 07 18.2
 GC2694:UTM  16      -  GATE AZ MK                               168 21 21.1
 GC2694
 GC2694|---------------------------------------------------------------------|
 GC2694| PID    Reference Object                     Distance      Geod. Az  |
 GC2694|                                                           dddmmss.s |
 GC2694| CG5861 GATE AZ MK                                         1675417.4 |
 GC2694| CG5862 GATE RM 1                            13.668 METERS 16758     |
 GC2694| CG5863 GATE RM 2                            10.701 METERS 29807     |
 GC2694|---------------------------------------------------------------------|
 GC2694
 GC2694                          SUPERSEDED SURVEY CONTROL
 GC2694
 GC2694  NAD 83(1995)-  36 35 49.80907(N)    087 45 23.45799(W) AD(       ) 3
 GC2694  NAD 83(1995)-  36 35 49.81371(N)    087 45 23.46100(W) AD(       ) 3
 GC2694  NAD 83(1986)-  36 35 49.81746(N)    087 45 23.46001(W) AD(       ) 3
 GC2694  NAD 27      -  36 35 49.64000(N)    087 45 23.39000(W) AD(       ) 3
 GC2694
 GC2694.Superseded values are not recommended for survey control.
 GC2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2694.See file dsdata.txt to determine how the superseded data were derived.
 GC2694
 GC2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3233450453(NAD 83)
 GC2694_MARKER: DS = TRIANGULATION STATION DISK
 GC2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2694
 GC2694  HISTORY     - Date     Condition        Report By
 GC2694  HISTORY     - 1953     MONUMENTED       CGS
 GC2694  HISTORY     - 1957     GOOD             CGS
 GC2694
 GC2694                          STATION DESCRIPTION
 GC2694
 GC2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2694'STATION IS LOCATED NEAR GATE 14 OF FORT CAMPBELL MILITARY RESERVATION
 GC2694'ABOUT 12 MILES NORTHEAST OF DOVER AND 0.45 MILE NORTH OF STATE
 GC2694'HIGHWAY 120.  IT IS 0.05 MILE WEST OF THE GATE, 150 FEET NORTH OF A
 GC2694'FENCE AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 GC2694'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GATE 1953.
 GC2694'
 GC2694'REFERENCE MARK NO. 1 IS 105 FEET NORTH OF THE FENCE.  THE MARK
 GC2694'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GATE NO.  1 1953.
 GC2694'
 GC2694'REFERENCE MARK NO. 2 IS 155 FEET NORTH OF THE FENCE.  THE MARK
 GC2694'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GATE NO.  2 1953.
 GC2694'
 GC2694'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF STATE HIGHWAY 120, 3
 GC2694'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 GC2694'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GATE 1953.
 GC2694'
 GC2694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2694'HIGHWAY 120, WHICH IS ABOUT 10 MILES NORTHEAST OF DOVER, GO
 GC2694'NORTHWEST ON HIGHWAY 120 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE
 GC2694'RIGHT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO A DIRT
 GC2694'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.45 MILE
 GC2694'TO THE GATE TO FORT CAMPBELL MILITARY RESERVATION.  TURN LEFT AT THE
 GC2694'GATE AND GO WEST UP HILL THROUGH A FIELD FOR 0.05 MILE TO THE STATION
 GC2694'AS DESCRIBED.
 GC2694'
 GC2694'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2694
 GC2694                          STATION RECOVERY (1957)
 GC2694
 GC2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2694'STATION, REFERENCE MARK AND AZIMUTH MARK ALL RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2532 ***********************************************************************
 GB2532  DESIGNATION -  GAYLOR
 GB2532  PID         -  GB2532
 GB2532  STATE/COUNTY-  TN/CAMPBELL
 GB2532  USGS QUAD   -  IVYDELL (1973)
 GB2532
 GB2532                         *CURRENT SURVEY CONTROL
 GB2532  ___________________________________________________________________
 GB2532* NAD 83(1995)-  36 28 02.54673(N)    084 14 27.73971(W)     ADJUSTED  
 GB2532* NAVD 88     -       678.6    (meters)    2226.     (feet)  VERTCON   
 GB2532  ___________________________________________________________________
 GB2532  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GB2532  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2532
 GB2532  HORZ ORDER  -  SECOND
 GB2532
 GB2532.The horizontal coordinates were established by classical geodetic methods
 GB2532.and adjusted by the National Geodetic Survey in April 1999..
 GB2532
 GB2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2532
 GB2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2532
 GB2532.The geoid height was determined by GEOID03.
 GB2532
 GB2532;                    North         East     Units Scale Factor Converg.
 GB2532;SPC TN       -   238,192.271   757,646.348   MT  1.00000939   +1 01 47.2
 GB2532;SPC TN       -   781,469.14  2,485,711.39   sFT  1.00000939   +1 01 47.2
 GB2532;SPC KY1Z     - 1,015,971.128 1,635,267.911   MT  1.00020420   +0 55 35.2
 GB2532;SPC KY1Z     - 3,333,231.94  5,365,041.47   sFT  1.00020420   +0 55 35.2
 GB2532;SPC KY S     -   515,955.293   635,248.404   MT  1.00005891   +0 54 54.5
 GB2532;SPC KY S     - 1,692,763.32  2,084,144.14   sFT  1.00005891   +0 54 54.5
 GB2532;UTM  16      - 4,039,328.329   747,211.395   MT  1.00035302   +1 38 26.4
 GB2532
 GB2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2532!SPC TN       -   0.99989815  x   1.00000939  =   0.99990754
 GB2532!SPC KY1Z     -   0.99989815  x   1.00020420  =   1.00010233
 GB2532!SPC KY S     -   0.99989815  x   1.00005891  =   0.99995705
 GB2532!UTM  16      -   0.99989815  x   1.00035302  =   1.00025113
 GB2532
 GB2532|---------------------------------------------------------------------|
 GB2532| PID    Reference Object                     Distance      Geod. Az  |
 GB2532|                                                           dddmmss.s |
 GB2532| DB9428 GAYLOR RM 1                          26.155 METERS 07655     |
 GB2532| GB2577 PINE                                APPROX. 3.6 KM 2323052.0 |
 GB2532| DB9429 GAYLOR RM 2                          26.456 METERS 23454     |
 GB2532| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX.10.3 KM 2631502.9 |
 GB2532| DB9427 GAYLOR AZ MK                                       2973336.8 |
 GB2532|---------------------------------------------------------------------|
 GB2532
 GB2532                          SUPERSEDED SURVEY CONTROL
 GB2532
 GB2532  NAD 83(1995)-  36 28 02.54778(N)    084 14 27.74119(W) AD(       ) 2
 GB2532  NAD 83(1995)-  36 28 02.55540(N)    084 14 27.74308(W) AD(       ) 2
 GB2532  NAD 83(1986)-  36 28 02.55725(N)    084 14 27.74155(W) AD(       ) 2
 GB2532  NAD 27      -  36 28 02.26610(N)    084 14 27.98310(W) AD(       ) 2
 GB2532  NGVD 29 (07/19/86)  678.7    (m)         2227.     (f) VERT ANG       
 GB2532
 GB2532.Superseded values are not recommended for survey control.
 GB2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2532.See file dsdata.txt to determine how the superseded data were derived.
 GB2532
 GB2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4721139328(NAD 83)
 GB2532_MARKER: DE = TRAVERSE STATION DISK
 GB2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2532
 GB2532  HISTORY     - Date     Condition        Report By
 GB2532  HISTORY     - 1961     MONUMENTED       CGS
 GB2532  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB2532
 GB2532                          STATION DESCRIPTION
 GB2532
 GB2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2532'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF ELK VALLEY ON PINE
 GB2532'MOUNTAIN AT THE HEAD OF
 GB2532'GAYLOR HOLLOW.
 GB2532'
 GB2532'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2532'HIGHWAY 63 IN THE EASTERN
 GB2532'PART OF CARYVILLE, GO NORTHWEST ON STATE HIGHWAY 63
 GB2532'FOR 7.7 MILES TO A SIDE ROAD RIGHT,
 GB2532'JUST BEFORE REACHING A ONE LANE
 GB2532'BRIDGE, TURN RIGHT AND GO 0.5 MILE TO A T ROAD, TURN
 GB2532'LEFT, AND GO
 GB2532'7.55 MILES TO A DIM SIDE ROAD LEFT ON THE WEST SIDE OF A FARM HOUSE,
 GB2532'TURN LEFT AND GO
 GB2532'2.5 MILES TO A FORK AT TOP OF MOUNTAIN, TURN LEFT
 GB2532'AND GO 0.1 MILE TO THE STATION ON
 GB2532'THE LEFT.
 GB2532'
 GB2532'STATION MARK IS 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2.6
 GB2532'FEET NORTH OF A WITNESS
 GB2532'SIGN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 GB2532'CONCRETE POST, WHICH PROJECTS
 GB2532'2-INCHES AND IS STAMPED GAYLOR 1961.
 GB2532'
 GB2532'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 GB2532'AND 2 FEET SOUTH OF A
 GB2532'WITNESS SIGN.  THE MARK IS A STANDARD DISK SET IN A
 GB2532'CONCRETE POST, WHICH PROJECTS
 GB2532'2-INCHES AND IS STAMPED GAYLOR NO 1
 GB2532'1961.
 GB2532'
 GB2532'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 GB2532'AND 1.8 FEET NORTH OF A
 GB2532'WITNESS SIGN.  THE MARK IS A STANDARD DISK SET IN A
 GB2532'CONCRETE POST, WHICH PROJECTS
 GB2532'3-INCHES AND IS STAMPED GAYLOR NO 2
 GB2532'1961.
 GB2532'
 GB2532'AZIMUTH MARK IS 13 FEET EAST OF THE CENTER OF ELK VALLEY ROAD AND 9
 GB2532'INCHES SOUTH OF THE
 GB2532'NORTH END OF A 20 FOOT CONCRETE CULVERT.  THE MARK IS A
 GB2532'STANDARD DISK CEMENTED IN A
 GB2532'DRILL HOLE IN A CONCRETE CULVERT, FLUSH
 GB2532'AND IS STAMPED GAYLOR 1961.
 GB2532'
 GB2532'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ELK VALLEY, GO WEST
 GB2532'ON BLACK TOP ROAD FOR 0.15
 GB2532'MILE TO THE JUNCTION OF ELK VALLEY ROAD, TURN LEFT
 GB2532'AND FOLLOW THE ELK VALLEY ROAD IN A
 GB2532'SOUTHERLY DIRECTION FOR 1.05
 GB2532'MILES TO A GRAVELED ROAD RIGHT , CONTINUE STRAIGHT
 GB2532'AHEAD FOR ABOUT
 GB2532'150 YARDS TO THE MARK ON THE LEFT.
 GB2532'
 GB2532'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GB2532
 GB2532                          STATION RECOVERY (1973)
 GB2532
 GB2532'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB2532'GAYLOR AND REFS NOT FOUND.
 GB2532'
 GB2532'BELIEVED DESTROYED BY INTERSTATE CONSTRUCTION.
 GB2532'
 GB2532'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.0 MILE N. W. OF ELK
 GB2532'VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5460 ***********************************************************************
 DE5460  SACS        -  This is a Secondary Airport Control Station.
 DE5460  DESIGNATION -  GCY A
 DE5460  PID         -  DE5460
 DE5460  STATE/COUNTY-  TN/GREENE
 DE5460  USGS QUAD   -  GREENEVILLE (1961)
 DE5460
 DE5460                         *CURRENT SURVEY CONTROL
 DE5460  ___________________________________________________________________
 DE5460* NAD 83(1995)-  36 11 53.69302(N)    082 48 25.77986(W)     ADJUSTED  
 DE5460* NAVD 88     -       487.41   (meters)    1599.1    (feet)  GPS OBS   
 DE5460  ___________________________________________________________________
 DE5460  X           -     645,254.031 (meters)                     COMP
 DE5460  Y           -  -5,112,850.652 (meters)                     COMP
 DE5460  Z           -   3,746,235.206 (meters)                     COMP
 DE5460  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DE5460  ELLIP HEIGHT-         456.10  (meters)          (06/20/02) GPS OBS
 DE5460  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DE5460
 DE5460  HORZ ORDER  -  FIRST
 DE5460  ELLP ORDER  -  FOURTH    CLASS I
 DE5460
 DE5460.This mark is at Greeneville Airport (GCY)
 DE5460
 DE5460.The horizontal coordinates were established by GPS observations
 DE5460.and adjusted by the National Geodetic Survey in June 2002..
 DE5460
 DE5460.The orthometric height was determined by GPS observations and a
 DE5460.high-resolution geoid model.
 DE5460
 DE5460.GPS derived orthometric heights for airport stations designated as
 DE5460.PACS or SACS are published to 2 decimal places.  This maintains
 DE5460.centimeter relative accuracy between the PACS and SACS.  It does
 DE5460.not indicate centimeter accuracy relative to other marks which are
 DE5460.part of the NAVD 88 network.
 DE5460
 DE5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5460
 DE5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5460
 DE5460.The ellipsoidal height was determined by GPS observations
 DE5460.and is referenced to NAD 83.
 DE5460
 DE5460.The geoid height was determined by GEOID03.
 DE5460
 DE5460;                    North         East     Units Scale Factor Converg.
 DE5460;SPC TN       -   211,595.842   887,095.922   MT  0.99996854   +1 52 09.2
 DE5460;SPC TN       -   694,210.69  2,910,413.87   sFT  0.99996854   +1 52 09.2
 DE5460;UTM  17      - 4,007,450.963   337,525.278   MT  0.99992526   -1 04 03.0
 DE5460
 DE5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5460!SPC TN       -   0.99992842  x   0.99996854  =   0.99989696
 DE5460!UTM  17      -   0.99992842  x   0.99992526  =   0.99985369
 DE5460
 DE5460                          SUPERSEDED SURVEY CONTROL
 DE5460
 DE5460.No superseded survey control is available for this station.
 DE5460
 DE5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3752507451(NAD 83)
 DE5460_MARKER: DD = SURVEY DISK
 DE5460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE5460_STAMPING: GCY A 1996
 DE5460_MARK LOGO: NGS   
 DE5460_PROJECTION: FLUSH
 DE5460_MAGNETIC: I = MARKER IS A STEEL ROD
 DE5460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5460+STABILITY: SURFACE MOTION
 DE5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5460+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2001
 DE5460_ROD/PIPE-DEPTH: 1.0  meters
 DE5460
 DE5460  HISTORY     - Date     Condition        Report By
 DE5460  HISTORY     - 1996     MONUMENTED       TNDT
 DE5460  HISTORY     - 20011214 GOOD             NGS
 DE5460
 DE5460                          STATION DESCRIPTION
 DE5460
 DE5460'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 DE5460'THE STATION IS LOCATED ABOUT 2.0 KM NORTH OF GREENVILLE AT THE
 DE5460'GREENVILLE MUNICIPAL AIRPORT, NEAR THE NORTHEAST END OF THE
 DE5460'AIRPORT NEAR THE NORTHEAST END OF THE LAST GRASS MEDIAN
 DE5460'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY, SOUTHWEST OF THE END
 DE5460'TAXIWAY AND IN LINE WITH THE HOLD BAR.
 DE5460' 
 DE5460'OWNERSHIP-- GREEN COUNTY AND CITY OF GREENVILLE C/O GREENVILLE
 DE5460'AVIATION SERVICES, INC.  GREENVILLE MUNICIPAL AIRPORT 246 AIRPORT
 DE5460'ROAD, GREENVILLE, TN.  37745   CHIEF FLIGHT INSTRUCTOR IS STEVEN
 DE5460'NEESEN  PHONE 423-639-6275
 DE5460' 
 DE5460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E NORTH
 DE5460'BYPASS AND STATE HIGHWAY 172 NEAR THE NORTH SIDE OF GREENVILLE,
 DE5460'GO NORTH FOR 0.24 KM ON HIGHWAY 172 TO THE JUNCTION OF A PAVED
 DE5460'ROAD RIGHT.  TURN RIGHT, EASTERLY FOR 0.56 KM ON THE ROAD TO THE
 DE5460'JUNCTION OF WHITE HOUSE ROAD ON THE RIGHT.  TURN RIGHT,
 DE5460'NORTHERLY FOR 0.48 KM ON THE ROAD TO THE AIRPORT OFFICE IN THE
 DE5460'GREENVILLE AVIATION SERVICES HANGAR.  FROM THE AIRPORT OFFICE GO
 DE5460'NORTHEASTERLY FOR 0.80 KM CROSSING APRON AND ON THE PARALLEL
 DE5460'TAXIWAY TO THE END TAXIWAY AND HOLD BAR AND THE STATION ON THE
 DE5460'LEFT.
 DE5460' 
 DE5460'NOTE--THE DATUM POINT IS A PUNCH MARK IN THE CENTER OF A SMALL
 DE5460'TRIANGLE CAST IN THE TOP CENTER OF A 5-CM BRASS SURVEY DISK SET
 DE5460'INTO THE TOP OF A 1.0 M LONG FENO ROD/PIPE, ENCASED IN A 5 INCH PVC
 DE5460'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH
 DE5460'THE GROUND SURFACE.
 DE5460' 
 DE5460'STATION IS 30.0 M EAST OF THE NORTHEAST CORNER OF A CONCRETE PAD
 DE5460'FOR A VASI LIGHT, 28.7 M NORTHWEST OF THE WEST EDGE OF THE
 DE5460'PARALLEL TAXIWAY, 18.8 M SOUTHWEST OF THE END TAXIWAY AT THE HOLD
 DE5460'BAR.  BY R.G. HAYES
 DE5460' 
 DE5460'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE5460' 
 DE5460'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1518 ***********************************************************************
 GC1518  DESIGNATION -  GENE
 GC1518  PID         -  GC1518
 GC1518  STATE/COUNTY-  TN/CHEATHAM
 GC1518  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1518
 GC1518                         *CURRENT SURVEY CONTROL
 GC1518  ___________________________________________________________________
 GC1518* NAD 83(1995)-  36 26 35.11473(N)    087 06 10.60389(W)     ADJUSTED  
 GC1518* NAVD 88     -       217.379  (meters)     713.18   (feet)  ADJUSTED  
 GC1518  ___________________________________________________________________
 GC1518  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GC1518  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1518  DYNAMIC HT  -         217.199 (meters)     712.59  (feet)  COMP
 GC1518  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1518
 GC1518  HORZ ORDER  -  SECOND
 GC1518  VERT ORDER  -  SECOND    CLASS 0
 GC1518
 GC1518.The horizontal coordinates were established by classical geodetic methods
 GC1518.and adjusted by the National Geodetic Survey in April 1999..
 GC1518
 GC1518.The orthometric height was determined by differential leveling
 GC1518.and adjusted by the National Geodetic Survey in June 1991..
 GC1518
 GC1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1518
 GC1518.The geoid height was determined by GEOID03.
 GC1518
 GC1518.The dynamic height is computed by dividing the NAVD 88
 GC1518.geopotential number by the normal gravity value computed on the
 GC1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1518.degrees latitude (g = 980.6199 gals.).
 GC1518
 GC1518.The modeled gravity was interpolated from observed gravity values.
 GC1518
 GC1518;                    North         East     Units Scale Factor Converg.
 GC1518;SPC TN       -   234,637.719   501,115.250   MT  1.00000479   -0 38 44.5
 GC1518;SPC TN       -   769,807.25  1,644,075.62   sFT  1.00000479   -0 38 44.5
 GC1518;UTM  16      - 4,033,100.071   490,773.942   MT  0.99960105   -0 03 40.1
 GC1518
 GC1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1518!SPC TN       -   0.99997050  x   1.00000479  =   0.99997529
 GC1518!UTM  16      -   0.99997050  x   0.99960105  =   0.99957156
 GC1518
 GC1518:                Primary Azimuth Mark                     Grid Az
 GC1518:SPC TN       -  GENE AZ MK                               020 36 48.6
 GC1518:UTM  16      -  GENE AZ MK                               020 01 44.2
 GC1518
 GC1518|---------------------------------------------------------------------|
 GC1518| PID    Reference Object                     Distance      Geod. Az  |
 GC1518|                                                           dddmmss.s |
 GC1518| GC1520 GENE AZ MK                                         0195804.1 |
 GC1518| GC1519 GENE RM 1                            26.124 METERS 12005     |
 GC1518| GC1517 GENE RM 2                            26.168 METERS 29606     |
 GC1518| GC2529 ROGERS                              APPROX. 7.9 KM 3122842.6 |
 GC1518|---------------------------------------------------------------------|
 GC1518
 GC1518                          SUPERSEDED SURVEY CONTROL
 GC1518
 GC1518  NAD 83(1995)-  36 26 35.11572(N)    087 06 10.60554(W) AD(       ) 2
 GC1518  NAD 83(1995)-  36 26 35.11890(N)    087 06 10.60750(W) AD(       ) 2
 GC1518  NAD 83(1986)-  36 26 35.12408(N)    087 06 10.60718(W) AD(       ) 2
 GC1518  NAD 27      -  36 26 34.94904(N)    087 06 10.59353(W) AD(       ) 2
 GC1518  NGVD 29 (??/??/92)  217.440  (m)          713.38   (f) ADJ UNCH    2 0
 GC1518
 GC1518.Superseded values are not recommended for survey control.
 GC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1518.See file dsdata.txt to determine how the superseded data were derived.
 GC1518
 GC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9077433100(NAD 83)
 GC1518_MARKER: DD = SURVEY DISK
 GC1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1518_STAMPING: GENE 1965
 GC1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1518+STABILITY: SURFACE MOTION
 GC1518
 GC1518  HISTORY     - Date     Condition        Report By
 GC1518  HISTORY     - 1965     MONUMENTED       TNHD
 GC1518  HISTORY     - 1971     GOOD             NGS
 GC1518  HISTORY     - 1971     GOOD             NGS
 GC1518  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1518
 GC1518                          STATION DESCRIPTION
 GC1518
 GC1518'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC1518'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF PLEASANT VIEW.
 GC1518'
 GC1518'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1518'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1518'41A FOR 5.2 MILES TO THE STATION ON THE LEFT AND WINTERS CAFE AND
 GC1518'TRUCK STOP ON THE RIGHT.
 GC1518'
 GC1518'THE STATION IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC1518'HIGHWAY 41A, 17 FEET NORTHWEST OF A 4-INCH TRIPLE-TRUNKED
 GC1518'ELM TREE, 5 FEET NORTHEAST OF A WIRE FENCE AND 4.5 FEET NORTHEAST OF
 GC1518'A METAL WITNESS POST AND SIGN.  THE SURFACE AND UNDERGROUND MARKS
 GC1518'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GC1518'STAMPED GENE 1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GC1518'THE SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GC1518'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1518'
 GC1518'REFERENCE MARK NO. 1 IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1518'OF U.S. HIGHWAY 41A AND 2 FEET NORTHEAST OF A WIRE FENCE.  THE MARK
 GC1518'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1518'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1518'GENE RM-1 1965.
 GC1518'
 GC1518'REFERENCE MARK NO. 2 IS 38 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1518'OF U.S. HIGHWAY 41A, 34 FEET SOUTHEAST OF A 13-INCH LOCUST TREE AND
 GC1518'1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC1518'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1518'CONCRETE MONUMENT AND THE DISK IS STAMPED GENE RM-2 1965.
 GC1518'
 GC1518'THE AZIMUTH MARK IS 26 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 GC1518'ROAD, 3 FEET WEST OF THE WESK BANK OF A 5-FOOT ROADWAY CUT AND
 GC1518'1.6 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS A
 GC1518'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1518'FO A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1518'STAMPED GENE AZI 1965.
 GC1518'
 GC1518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON U.S.
 GC1518'HIGHWAY 41A FOR 0.05 MILE TO A CROSSROAD, (GRAVELED RIGHT AND PAVED
 GC1518'LEFT), TURN LEFT AND GO NORTHERLY ON THE PAVED ROAD FOR 0.45 MILE TO
 GC1518'THE AZIMUTH MARK ON THE LEFT.
 GC1518'
 GC1518'ALL OBSERVATIONS WERE MADE FROM A 74 FOOT STEEL TOWER.
 GC1518'
 GC1518'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 GC1518
 GC1518                          STATION RECOVERY (1971)
 GC1518
 GC1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1518'5 MI NW FROM PLEASANT VIEW.
 GC1518'THIS MARK WAS RECOVERED IN GOOD CONDITION.  FROM THE
 GC1518'INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN PLEASANT
 GC1518'VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 5.2 MILES TO THE
 GC1518'GENE 1965 TRAVERSE STATION ON THE LEFT, 120 FEET EAST OF A
 GC1518'16-INCH ELM TREE, 101 FEET SOUTH AND ACROSS U.S. HIGHWAY 41A
 GC1518'FROM UTILITY POLE NO. A 162, 85.86 FEET EAST-SOUTHEAST OF GENE
 GC1518'RM-2 (THD), 85.71 FEET WEST-NORTHWEST OF GENE RM-1 (THD), 35
 GC1518'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1518'41A, 17 FEET WEST-NORTHWEST OF A 16-INCH, FORKED TRUNKED ELM
 GC1518'TREE, AND 4.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 GC1518'SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT STATION
 GC1518'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GC1518'MONUMENT AND THE DISK IS STAMPED GENE 1965.
 GC1518
 GC1518                          STATION RECOVERY (1971)
 GC1518
 GC1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC1518'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC1518'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 GC1518'KNOWN TO HAVE BEEN DESTROYED BY CONSTRUCTION ALONG INTERSTATE ROUTE
 GC1518'24 AND THE DISK WAS NOT RECOVERED.  THE STATION WAS OCCUPIED AND THE
 GC1518'HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 GC1518'MARK NO. 2.  THE ANGLE OBSERVED THIS DATE CHECKED THE 1965
 GC1518'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE
 GC1518'OBSERVED FROM THE STATION TO THE REFERENCE MARKS AND SLOPE
 GC1518'MEASUREMENTS MADE.  WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY OF
 GC1518'PLUS 0.03 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND PLUS 0.02
 GC1518'OF A FOOT FOR REFERENCE MARK NO. 2.
 GC1518'
 GC1518'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1518'
 GC1518'THE STATION IS LOCATED ALONG THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 GC1518'HIGHWAY 41A ABOUT 5 MILES NORTHWEST OF PLEASANT VIEW.
 GC1518'
 GC1518'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1518'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1518'41A FOR 5.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC1518'
 GC1518'THE STATION IS 120 FEET EAST OF A 16-INCH ELM TREE, 101 FEET SOUTH
 GC1518'AND ACROSS U.S. HIGHWAY 41A FROM UTILITY POLE NO.  A 162, 35 FEET
 GC1518'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, 17
 GC1518'FEET WEST-NORTHWEST OF A 16-INCH, FORKED TRUNKED ELM
 GC1518'TREE, AND 4.3 FEET NORTH-NORTHEAST OF A METAL WITNESS
 GC1518'POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GC1518'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GC1518'CONCRETE MONUMENT AND THE DISK IS STAMPED GENE 1965.
 GC1518'
 GC1518'REFERENCE MARK NO. 1 IS 69 FEET EAST OF THE 16-INCH, FORKED TRUNKED
 GC1518'ELM TREE, 47 FEET WEST OF TELEPHONE POLE NO. 76, 38 FEET
 GC1518'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND
 GC1518'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1518'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1518'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1518'GENE RM-1 1965.
 GC1518'
 GC1518'REFERENCE MARK NO. 2 IS 38 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 GC1518'CENTER OF U.S. HIGHWAY 41A, 34 FEET EAST OF A 16-INCH ELM TREE, AND
 GC1518'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1518'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1518'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1518'GENE RM-2 1965.
 GC1518'
 GC1518'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GC1518'
 GC1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 5.0 MILES NW
 GC1518'OF PLEASANT VIEW.
 GC1518
 GC1518                          STATION RECOVERY (2001)
 GC1518
 GC1518'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1519 ***********************************************************************
 GC1519  DESIGNATION -  GENE RM 1
 GC1519  PID         -  GC1519
 GC1519  STATE/COUNTY-  TN/CHEATHAM
 GC1519  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1519
 GC1519                         *CURRENT SURVEY CONTROL
 GC1519  ___________________________________________________________________
 GC1519* NAD 83(1986)-  36 26 35.     (N)    087 06 11.     (W)     SCALED    
 GC1519* NAVD 88     -       218.213  (meters)     715.92   (feet)  ADJUSTED  
 GC1519  ___________________________________________________________________
 GC1519  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1519  DYNAMIC HT  -         218.032 (meters)     715.33  (feet)  COMP
 GC1519  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1519
 GC1519  VERT ORDER  -  SECOND    CLASS 0
 GC1519
 GC1519.The horizontal coordinates were scaled from a topographic map and have
 GC1519.an estimated accuracy of +/- 6 seconds.
 GC1519
 GC1519.The orthometric height was determined by differential leveling
 GC1519.and adjusted by the National Geodetic Survey in June 1991..
 GC1519
 GC1519.The geoid height was determined by GEOID03.
 GC1519
 GC1519.The dynamic height is computed by dividing the NAVD 88
 GC1519.geopotential number by the normal gravity value computed on the
 GC1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1519.degrees latitude (g = 980.6199 gals.).
 GC1519
 GC1519.The modeled gravity was interpolated from observed gravity values.
 GC1519
 GC1519;                    North         East    Units  Estimated Accuracy
 GC1519;SPC TN       -   234,630.      501,110.      MT  (+/- 180 meters Scaled)
 GC1519
 GC1519                          SUPERSEDED SURVEY CONTROL
 GC1519
 GC1519  NGVD 29 (??/??/92)  218.274  (m)          716.12   (f) ADJ UNCH    2 0
 GC1519
 GC1519.Superseded values are not recommended for survey control.
 GC1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1519.See file dsdata.txt to determine how the superseded data were derived.
 GC1519
 GC1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF907330(NAD 83)
 GC1519_MARKER: DD = SURVEY DISK
 GC1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1519_STAMPING: GENE RM-1 1965
 GC1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1519+STABILITY: SURFACE MOTION
 GC1519
 GC1519  HISTORY     - Date     Condition        Report By
 GC1519  HISTORY     - 1965     MONUMENTED       TNHD
 GC1519  HISTORY     - 1971     GOOD             NGS
 GC1519  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1519
 GC1519                          STATION DESCRIPTION
 GC1519
 GC1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1519'5 MI NW FROM PLEASANT VIEW.
 GC1519'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GC1519'THE GENE 1965 TRAVERSE STATION SITE, 85.71 FEET EAST-SOUTHEAST
 GC1519'OF GENE (THD), 69 FEET EAST OF A 16-INCH, FORKED TRUNKED ELM
 GC1519'TREE, 47 FEET WEST OF TELEPHONE POLE NO. 76, 38 FEET
 GC1519'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A,
 GC1519'AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1519'A STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK DISK SET
 GC1519'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1519'DISK IS STAMPED GENE RM-1 1965.
 GC1519
 GC1519                          STATION RECOVERY (2001)
 GC1519
 GC1519'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1517 ***********************************************************************
 GC1517  DESIGNATION -  GENE RM 2
 GC1517  PID         -  GC1517
 GC1517  STATE/COUNTY-  TN/CHEATHAM
 GC1517  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1517
 GC1517                         *CURRENT SURVEY CONTROL
 GC1517  ___________________________________________________________________
 GC1517* NAD 83(1986)-  36 26 35.     (N)    087 06 11.     (W)     SCALED    
 GC1517* NAVD 88     -       216.686  (meters)     710.91   (feet)  ADJUSTED  
 GC1517  ___________________________________________________________________
 GC1517  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1517  DYNAMIC HT  -         216.506 (meters)     710.32  (feet)  COMP
 GC1517  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1517
 GC1517  VERT ORDER  -  SECOND    CLASS 0
 GC1517
 GC1517.The horizontal coordinates were scaled from a topographic map and have
 GC1517.an estimated accuracy of +/- 6 seconds.
 GC1517
 GC1517.The orthometric height was determined by differential leveling
 GC1517.and adjusted by the National Geodetic Survey in June 1991..
 GC1517
 GC1517.The geoid height was determined by GEOID03.
 GC1517
 GC1517.The dynamic height is computed by dividing the NAVD 88
 GC1517.geopotential number by the normal gravity value computed on the
 GC1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1517.degrees latitude (g = 980.6199 gals.).
 GC1517
 GC1517.The modeled gravity was interpolated from observed gravity values.
 GC1517
 GC1517;                    North         East    Units  Estimated Accuracy
 GC1517;SPC TN       -   234,630.      501,110.      MT  (+/- 180 meters Scaled)
 GC1517
 GC1517                          SUPERSEDED SURVEY CONTROL
 GC1517
 GC1517  NGVD 29 (??/??/92)  216.747  (m)          711.11   (f) ADJ UNCH    2 0
 GC1517
 GC1517.Superseded values are not recommended for survey control.
 GC1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1517.See file dsdata.txt to determine how the superseded data were derived.
 GC1517
 GC1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF907330(NAD 83)
 GC1517_MARKER: DD = SURVEY DISK
 GC1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1517_STAMPING: GENE RM 2 1965
 GC1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1517+STABILITY: SURFACE MOTION
 GC1517
 GC1517  HISTORY     - Date     Condition        Report By
 GC1517  HISTORY     - 1965     MONUMENTED       TNHD
 GC1517  HISTORY     - 1971     GOOD             NGS
 GC1517  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1517
 GC1517                          STATION DESCRIPTION
 GC1517
 GC1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1517'5 MI NW FROM PLEASANT VIEW.
 GC1517'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GC1517'THE GENE 1965 TRAVERSE STATION SITE, 85.86 FEET WEST-NORTHWEST
 GC1517'OF GENE (THD), 38 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 GC1517'OF U.S. HIGHWAY 41A, 34 FEET EAST OF A 16-INCH ELM TREE, AND
 GC1517'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1517'STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK DISK SET
 GC1517'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1517'DISK IS STAMPED GENE RM-2 1965.
 GC1517
 GC1517                          STATION RECOVERY (2001)
 GC1517
 GC1517'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1801 ***********************************************************************
 FC1801  DESIGNATION -  GEORGETOWN
 FC1801  PID         -  FC1801
 FC1801  STATE/COUNTY-  TN/HAMILTON
 FC1801  USGS QUAD   -  BIRCHWOOD (1967)
 FC1801
 FC1801                         *CURRENT SURVEY CONTROL
 FC1801  ___________________________________________________________________
 FC1801* NAD 83(1995)-  35 15 43.94576(N)    084 57 56.98031(W)     ADJUSTED  
 FC1801* NAVD 88     -       413.5    (meters)    1357.     (feet)  VERTCON   
 FC1801  ___________________________________________________________________
 FC1801  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FC1801  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC1801
 FC1801  HORZ ORDER  -  SECOND
 FC1801
 FC1801.The horizontal coordinates were established by classical geodetic methods
 FC1801.and adjusted by the National Geodetic Survey in April 1999..
 FC1801
 FC1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1801
 FC1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1801
 FC1801.The geoid height was determined by GEOID03.
 FC1801
 FC1801;                    North         East     Units Scale Factor Converg.
 FC1801;SPC TN       -   103,556.071   694,103.580   MT  0.99999787   +0 36 19.6
 FC1801;SPC TN       -   339,750.21  2,277,238.16   sFT  0.99999787   +0 36 19.6
 FC1801;UTM  16      - 3,904,018.288   685,040.568   MT  1.00002198   +1 10 28.9
 FC1801
 FC1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1801!SPC TN       -   0.99993983  x   0.99999787  =   0.99993770
 FC1801!UTM  16      -   0.99993983  x   1.00002198  =   0.99996181
 FC1801
 FC1801:                Primary Azimuth Mark                     Grid Az
 FC1801:SPC TN       -  CRISP                                    037 20 40.0
 FC1801:UTM  16      -  CRISP                                    036 46 30.7
 FC1801
 FC1801|---------------------------------------------------------------------|
 FC1801| PID    Reference Object                     Distance      Geod. Az  |
 FC1801|                                                           dddmmss.s |
 FC1801| FC1799 CRISP                               APPROX.19.0 KM 0375659.6 |
 FC1801| DE5115 GEORGETOWN AZ MK                                   0393225.3 |
 FC1801| DE5116 GEORGETOWN RM 1                      30.480 METERS 11137     |
 FC1801| FC1795 CLEVELAND ATT MAIN MICROWAVE        APPROX.14.1 KM 1133134.2 |
 FC1801| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX.12.6 KM 1403746.5 |
 FC1801| DE5117 GEORGETOWN RM 2                      35.920 METERS 19643     |
 FC1801| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX.13.5 KM 2025210.1 |
 FC1801|---------------------------------------------------------------------|
 FC1801
 FC1801                          SUPERSEDED SURVEY CONTROL
 FC1801
 FC1801  NAD 83(1995)-  35 15 43.94743(N)    084 57 56.98135(W) AD(       ) 2
 FC1801  NAD 83(1995)-  35 15 43.94742(N)    084 57 56.98252(W) AD(       ) 2
 FC1801  NAD 83(1995)-  35 15 43.94775(N)    084 57 56.98147(W) AD(       ) 2
 FC1801  NAD 83(1986)-  35 15 43.94999(N)    084 57 56.97927(W) AD(       ) 2
 FC1801  NAD 27      -  35 15 43.69000(N)    084 57 57.15900(W) AD(       ) 2
 FC1801  NGVD 29 (07/19/86)  413.5    (m)         1357.     (f) VERT ANG       
 FC1801
 FC1801.Superseded values are not recommended for survey control.
 FC1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1801.See file dsdata.txt to determine how the superseded data were derived.
 FC1801
 FC1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8504104018(NAD 83)
 FC1801_MARKER: DS = TRIANGULATION STATION DISK
 FC1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1801
 FC1801  HISTORY     - Date     Condition        Report By
 FC1801  HISTORY     - 1934     MONUMENTED       CGS
 FC1801  HISTORY     - 1949     GOOD             TVA
 FC1801  HISTORY     - 1961     GOOD             CGS
 FC1801
 FC1801                          STATION DESCRIPTION
 FC1801
 FC1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1801'ABOUT 2 MILES SOUTH-SOUTHWEST OF GEORGETOWN, ON SUMMIT ALONG WHITE
 FC1801'OAK MOUNTAIN, ABOUT 3/4 MILE NORTH ALONG RIDGE FROM TALIAFERRO GAP,
 FC1801'AND ON LAND OF W.B. ROARK.  TO REACH FROM MAIN CROSSROADS (JUNCTION
 FC1801'OF ROUTE 83 AND OLD ROUTE 58) AT GEORGETOWN, FOLLOW OOLTEWAH PIKE
 FC1801'SOUTH 1.55 MILES TO FORK, KEEP STRAIGHT AHEAD ON RIGHT FORK AND GO
 FC1801'0.75 MILE TO POINT WHICH IS 0.15 MILE BEYOND SMALL COTTAGE WITH
 FC1801'GREEN ROOF ON RIGHT, TURN LEFT THROUGH OPENING IN FENCE, GO ALONG
 FC1801'FIELD ROAD TO NEWLY BUILT HOUSE, PASS HOUSE AND GO TO FOOT OF
 FC1801'CLEARING LEADING TO PEAK (END OF TRUCK TRAVEL).  STATION IS
 FC1801'ABOUT 1/2 MILE FROM HIGHWAY, 500 FEET ABOVE HIGHWAY, AT WEST EDGE OF
 FC1801'YOUNG PEACH ORCHARD, 36 FEET EAST OF WIRE FENCE, AND 39.5 FEET
 FC1801'SOUTH OF TRIANGLE-BLAZED 12-INCH TREE. SURFACE AND UNDERGROUND MARKS
 FC1801'ARE STANDARD STATION DISKS IN CONCRET CONCRETE.
 FC1801'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1801'NO. 1 IS IN YOUNG PEACH ORCHARD AND ABOUT 6 FEET LOWER IN
 FC1801'ELEVATION THAN AND 100.38 FEET FROM STATION.
 FC1801'NO. 2 IS ON BACKBONE OF RIDGE, 50 FEET EAST OF WIRE FENCE,
 FC1801'AND 117.83 FEET FROM STATION.  AZIMUTH
 FC1801'MARK IS AT NORTHEAST EDGE OF PEACH ORCHARD AND SOUTHWEST EDGE OF
 FC1801'HEAVY TIMBER, AND 175 YARDS FROM STATION.
 FC1801
 FC1801                          STATION RECOVERY (1949)
 FC1801
 FC1801'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1801'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISK IS STAMPED
 FC1801'GEORGETOWN 1934.
 FC1801'
 FC1801'A POST IS SET 3.0 FEET DUE S OF THE MONUMENT.
 FC1801
 FC1801                          STATION RECOVERY (1961)
 FC1801
 FC1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1801'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FC1801'THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED DUE TO EXCESS
 FC1801'CLEARING.
 FC1801'
 FC1801'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 FC1801'
 FC1801'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF CLEVELAND,
 FC1801'ABOUT 2 MILES SOUTH-SOUTHWEST OF GEORGETOWN, ON SUMMIT ALONG WHITE
 FC1801'OAK MOUNTAIN, AND ON THE PROPERTY OF THE HIAWASSEE LAND COMPANY.
 FC1801'
 FC1801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1801'HIGHWAY 60 IN CLEVELAND, GO NORTH ON STATE HIGHWAY 60 FOR 8.8 MILES
 FC1801'TO A SIDE ROAD LEFT, TURN LEFT, ON A GRAVELED ROAD AND GO 2.0 MILES
 FC1801'TO A SIDE ROAD RIGHT, TURN RIGHT, ON A GRAVELED ROAD AND GO 0.5
 FC1801'MILE TO A WOODEN GATE, CONTINUE STRAIGHT AHEAD AND GO 0.05 MILE TO A
 FC1801'WIRE GATE, CONTINUE STRAIGHT AHEAD ALONG THE RIGHT SIDE OF A DITCH
 FC1801'FOR 0.2 MILE TO A WIRE GATE, CONTINUE STRAIGHT AHEAD AND GO 0.1 MILE
 FC1801'TO THE EDGE OF WOODS, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 FC1801'FORK, (HIAWASSEE LAND COMPANY BOUNDRY) TAKE LEFT FORK STRAIGHT
 FC1801'AHEAD AND GO 0.9 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, UP HILL AND
 FC1801'GO 0.3 MILE TO THE TOP OF HILL AND STATION.
 FC1801'
 FC1801'THE STATION MARK IS 20 FEET NORTHEAST OF A 10-INCH PINE TREE, 5 FEET
 FC1801'SOUTH OF A 5-INCH PINE TREE AND 2.1 FEET NORTH OF A METAL WITNESS
 FC1801'POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 FC1801'WHICH PROJECTS 4-INCHES, AND IS STAMPED GEORGETOWN 1934.
 FC1801'
 FC1801'REFERENCE MARK NO. 1 IS 9 FEET SOUTHEAST OF A TRIANGLE BLAZED PINE
 FC1801'TREE, 2 FEET NORTH OF A TRIANGLE BLAZED OAK TREE AND ABOUT 5 FEET
 FC1801'LOWER THAN THE STATION.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1801'CONCRETE POST, WHICH PROJECTS 4-INCHES AND IS STAMPED GEORGETOWN NO 1
 FC1801'1934.
 FC1801'
 FC1801'REFERENCE MARK NO. 2 IS 115 FEET SOUTH OF A METAL WITNESS POST.  THE
 FC1801'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH
 FC1801'PROJECTS 4-INCHES AND IS STAMPED GEORGETOWN NO 2 1934.
 FC1801'
 FC1801'AZIMUTH MARK IS ON THE NORTHEAST SLOPE OF RIDGE AND 9 FEET WEST OF A
 FC1801'TWIN TRUNK TREE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FC1801'A SQUARE CONCRETE POST, WHICH PROJECTS 5-INCHES AND IS STAMPED
 FC1801'GEORGETOWN AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2550 ***********************************************************************
 GC2550  DESIGNATION -  GERMANTOWN
 GC2550  PID         -  GC2550
 GC2550  STATE/COUNTY-  TN/CHEATHAM
 GC2550  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2550
 GC2550                         *CURRENT SURVEY CONTROL
 GC2550  ___________________________________________________________________
 GC2550* NAD 83(1995)-  36 13 43.03376(N)    087 07 46.15152(W)     ADJUSTED  
 GC2550* NAVD 88     -       232.20   (+/-2cm)     761.8    (feet)  VERTCON   
 GC2550  ___________________________________________________________________
 GC2550  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GC2550  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2550
 GC2550  HORZ ORDER  -  SECOND
 GC2550  VERT ORDER  -  THIRD ? (See Below)
 GC2550
 GC2550.The horizontal coordinates were established by classical geodetic methods
 GC2550.and adjusted by the National Geodetic Survey in April 1999..
 GC2550
 GC2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2550.The vertical order pertains to the NGVD 29 superseded value.
 GC2550
 GC2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2550
 GC2550.The geoid height was determined by GEOID03.
 GC2550
 GC2550;                    North         East     Units Scale Factor Converg.
 GC2550;SPC TN       -   210,868.372   498,461.171   MT  0.99997205   -0 39 40.5
 GC2550;SPC TN       -   691,823.98  1,635,368.03   sFT  0.99997205   -0 39 40.5
 GC2550;UTM  16      - 4,009,314.063   488,363.461   MT  0.99960167   -0 04 35.5
 GC2550
 GC2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2550!SPC TN       -   0.99996814  x   0.99997205  =   0.99994019
 GC2550!UTM  16      -   0.99996814  x   0.99960167  =   0.99956982
 GC2550
 GC2550|---------------------------------------------------------------------|
 GC2550| PID    Reference Object                     Distance      Geod. Az  |
 GC2550|                                                           dddmmss.s |
 GC2550| GC2549 GERMANTOWN ST FOREST LOT HR 24       17.680 METERS 04152     |
 GC2550| CG5865 GERMANTOWN AZ MK                                   0732524.5 |
 GC2550| GC2552 GERMANTOWN TRAV MARK                 23.660 METERS 07825     |
 GC2550| CG5866 GERMANTOWN RM 1                      23.382 METERS 18433     |
 GC2550|---------------------------------------------------------------------|
 GC2550
 GC2550                          SUPERSEDED SURVEY CONTROL
 GC2550
 GC2550  NAD 83(1995)-  36 13 43.03529(N)    087 07 46.15364(W) AD(       ) 2
 GC2550  NAD 83(1995)-  36 13 43.03716(N)    087 07 46.15469(W) AD(       ) 2
 GC2550  NAD 83(1986)-  36 13 43.04376(N)    087 07 46.15464(W) AD(       ) 2
 GC2550  NAD 27      -  36 13 42.84100(N)    087 07 46.13800(W) AD(       ) 2
 GC2550  NGVD 29 (07/19/86)  232.23   (m)          761.9    (f) LEVELING    3  
 GC2550
 GC2550.Superseded values are not recommended for survey control.
 GC2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2550.See file dsdata.txt to determine how the superseded data were derived.
 GC2550
 GC2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8836309314(NAD 83)
 GC2550_MARKER: DS = TRIANGULATION STATION DISK
 GC2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2550
 GC2550  HISTORY     - Date     Condition        Report By
 GC2550  HISTORY     - 1953     MONUMENTED       CGS
 GC2550
 GC2550                          STATION DESCRIPTION
 GC2550
 GC2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2550'STATION IS LOCATED AT THE GERMANTOWN STATE FOREST LOOKOUT TOWER ABOUT
 GC2550'5 MILES SOUTHWEST OF ASHLAND CITY.  IT IS 110 FEET NORTHWEST OF
 GC2550'A 5-POINT INTERSECTION OF GRAVEL ROADS, 21 FEET NORTH OF THE CENTER
 GC2550'OF A GRAVEL ROAD, 7 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 GC2550'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2550'STAMPED GERMANTOWN 1953.
 GC2550'
 GC2550'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2550'ROAD AND 32 FEET WEST OF THE SOUTHWEST CORNER OF A SHED.  THE
 GC2550'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GERMANTOWN NO. 1
 GC2550'1953.
 GC2550'
 GC2550'CORPS OF ENGINEERS (U.S. ARMY) TRAVERSE MARKER WAS USED AS A
 GC2550'REFERENCE MARK.  IT IS 60 FEET NORTHWEST OF THE GRAVEL ROAD
 GC2550'INTERSECTION, 32 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT
 GC2550'TOWER AND 3 FEET EAST OF THE FENCE.  THE MARK IS A 4 X 4 INCH
 GC2550'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES WITH A CORPS OF ENGINEERS
 GC2550'U.S. ARMY TRAVERSE STATION DISK IN THE TOP STAMPED JUN 18
 GC2550'1948.
 GC2550'
 GC2550'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 GC2550'NORTHWEST OF A 20 INCH OAK TREE AND FENCE CORNER AND 2 FEET WEST
 GC2550'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2550'DISK IS STAMPED GERMANTOWN 1953.
 GC2550'
 GC2550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 12 IN
 GC2550'ASHLAND CITY, GO SOUTH AND WEST ON HIGHWAY 49 FOR 3.5 MILES TO A
 GC2550'GRAVEL ROAD LEFT AT THE TOP OF A STEEP GRADE.  TURN LEFT ON GRAVEL
 GC2550'ROAD AND GO SOUTH FOR 3.9 MILES TO A 5-POINT INTERSECTION OF
 GC2550'GRAVEL ROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2550'
 GC2550'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST AND NORTHEAST ON
 GC2550'GRAVEL ROAD FOR 0.35 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2550'
 GC2550'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2560 ***********************************************************************
 FE2560  DESIGNATION -  GERMANTOWN MUNICIPAL TANK
 FE2560  PID         -  FE2560
 FE2560  STATE/COUNTY-  TN/SHELBY
 FE2560  USGS QUAD   -  GERMANTOWN (1997)
 FE2560
 FE2560                         *CURRENT SURVEY CONTROL
 FE2560  ___________________________________________________________________
 FE2560* NAD 83(1995)-  35 05 05.08163(N)    089 48 31.62585(W)     ADJUSTED  
 FE2560* NAVD 88     -                                                        
 FE2560  ___________________________________________________________________
 FE2560  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2560  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2560
 FE2560  HORZ ORDER  -  THIRD
 FE2560
 FE2560.The horizontal coordinates were established by classical geodetic methods
 FE2560.and adjusted by the National Geodetic Survey in April 1999..
 FE2560
 FE2560
 FE2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2560
 FE2560.The geoid height was determined by GEOID03.
 FE2560
 FE2560;                    North         East     Units Scale Factor Converg.
 FE2560;SPC TN       -    90,128.403   252,737.967   MT  1.00003327   -2 13 47.3
 FE2560;SPC TN       -   295,696.27    829,191.15   sFT  1.00003327   -2 13 47.3
 FE2560;UTM  16      - 3,886,050.531   243,923.178   MT  1.00040825   -1 36 55.2
 FE2560
 FE2560                          SUPERSEDED SURVEY CONTROL
 FE2560
 FE2560  NAD 83(1995)-  35 05 05.08424(N)    089 48 31.62639(W) AD(       ) 4
 FE2560  NAD 83(1995)-  35 05 05.08646(N)    089 48 31.62711(W) AD(       ) 4
 FE2560  NAD 83(1986)-  35 05 05.09208(N)    089 48 31.62653(W) AD(       ) 4
 FE2560  NAD 27      -  35 05 04.76400(N)    089 48 31.31700(W) AD(       ) 3
 FE2560
 FE2560.Superseded values are not recommended for survey control.
 FE2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2560.See file dsdata.txt to determine how the superseded data were derived.
 FE2560
 FE2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4392386051(NAD 83)
 FE2560_MARKER: 53 = ELEVATED TANK
 FE2560
 FE2560  HISTORY     - Date     Condition        Report By
 FE2560  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2560
 FE2560                          STATION DESCRIPTION
 FE2560
 FE2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2560'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS PAINTED
 FE2560'SILVER WITH THE LEGEND GERMANTOWN PAINTED IN BLACK LETTERS ON
 FE2560'THE NORTHWEST SIDE. THE TANK IS A 4 LEGGED STEEL STRUCTURE WITH AN
 FE2560'OVERALL HEIGHT OF 120 FEET.
 FE2560'
 FE2560'IT IS LOCATED IN THE SOUTH EDGE OF GERMANTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2549 ***********************************************************************
 GC2549  DESIGNATION -  GERMANTOWN ST FOREST LOT HR 24
 GC2549  PID         -  GC2549
 GC2549  STATE/COUNTY-  TN/CHEATHAM
 GC2549  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2549
 GC2549                         *CURRENT SURVEY CONTROL
 GC2549  ___________________________________________________________________
 GC2549* NAD 83(1995)-  36 13 43.46097(N)    087 07 45.67909(W)     ADJUSTED  
 GC2549* NAVD 88     -                                                        
 GC2549  ___________________________________________________________________
 GC2549  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GC2549  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2549
 GC2549  HORZ ORDER  -  THIRD
 GC2549
 GC2549.The horizontal coordinates were established by classical geodetic methods
 GC2549.and adjusted by the National Geodetic Survey in April 1999..
 GC2549
 GC2549
 GC2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2549
 GC2549.The geoid height was determined by GEOID03.
 GC2549
 GC2549;                    North         East     Units Scale Factor Converg.
 GC2549;SPC TN       -   210,881.403   498,473.120   MT  0.99997206   -0 39 40.2
 GC2549;SPC TN       -   691,866.74  1,635,407.23   sFT  0.99997206   -0 39 40.2
 GC2549;UTM  16      - 4,009,327.210   488,375.272   MT  0.99960166   -0 04 35.2
 GC2549
 GC2549                          SUPERSEDED SURVEY CONTROL
 GC2549
 GC2549  NAD 83(1995)-  36 13 43.46250(N)    087 07 45.68122(W) AD(       ) 4
 GC2549  NAD 83(1995)-  36 13 43.46437(N)    087 07 45.68227(W) AD(       ) 4
 GC2549  NAD 83(1986)-  36 13 43.47084(N)    087 07 45.68205(W) AD(       ) 4
 GC2549  NAD 27      -  36 13 43.26800(N)    087 07 45.66600(W) AD(       ) 3
 GC2549
 GC2549.Superseded values are not recommended for survey control.
 GC2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2549.See file dsdata.txt to determine how the superseded data were derived.
 GC2549
 GC2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8837509327(NAD 83)
 GC2549_MARKER: 57 = LOOKOUT TOWER
 GC2549
 GC2549  HISTORY     - Date     Condition        Report By
 GC2549  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2549
 GC2549                          STATION DESCRIPTION
 GC2549
 GC2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2549'STATION IS THE CENTER OF THE BASE OF THE GERMANTOWN STATE FOREST
 GC2549'LOOKOUT TOWER, LOCATED ABOUT 5 MILES SOUTHWEST OF ASHLAND CITY.
 GC2549'THE TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH WITH AN
 GC2549'ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 GC2549'
 GC2549'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GERMANTOWN.
 GC2549'THE DISTANCE IS 58.0 FEET, 17.68 METERS.
 GC2549'
 GC2549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 12 IN
 GC2549'ASHLAND CITY, GO SOUTH AND WEST ON HIGHWAY 49 FOR 3.5 MILES TO A
 GC2549'GRAVEL ROAD LEFT AT THE TOP OF A STEEP GRADE.  TURN LEFT ON GRAVEL
 GC2549'ROAD AND GO SOUTH FOR 3.9 MILES TO A 5-POINT INTERSECTION OF GRAVEL
 GC2549'ROADS AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2552 ***********************************************************************
 GC2552  DESIGNATION -  GERMANTOWN TRAV MARK
 GC2552  PID         -  GC2552
 GC2552  STATE/COUNTY-  TN/CHEATHAM
 GC2552  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2552
 GC2552                         *CURRENT SURVEY CONTROL
 GC2552  ___________________________________________________________________
 GC2552* NAD 83(1995)-  36 13 43.18788(N)    087 07 45.22338(W)     ADJUSTED  
 GC2552* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 GC2552  ___________________________________________________________________
 GC2552  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GC2552  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2552
 GC2552  HORZ ORDER  -  SECOND
 GC2552
 GC2552.The horizontal coordinates were established by classical geodetic methods
 GC2552.and adjusted by the National Geodetic Survey in April 1999..
 GC2552
 GC2552.The orthometric height was scaled from a topographic map.
 GC2552
 GC2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2552
 GC2552.The geoid height was determined by GEOID03.
 GC2552
 GC2552;                    North         East     Units Scale Factor Converg.
 GC2552;SPC TN       -   210,872.855   498,484.402   MT  0.99997205   -0 39 39.9
 GC2552;SPC TN       -   691,838.69  1,635,444.24   sFT  0.99997205   -0 39 39.9
 GC2552;UTM  16      - 4,009,318.781   488,386.636   MT  0.99960166   -0 04 35.0
 GC2552
 GC2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2552!SPC TN       -   0.99996817  x   0.99997205  =   0.99994022
 GC2552!UTM  16      -   0.99996817  x   0.99960166  =   0.99956985
 GC2552
 GC2552                          SUPERSEDED SURVEY CONTROL
 GC2552
 GC2552  NAD 83(1995)-  36 13 43.18941(N)    087 07 45.22550(W) AD(       ) 2
 GC2552  NAD 83(1995)-  36 13 43.19128(N)    087 07 45.22655(W) AD(       ) 2
 GC2552  NAD 83(1986)-  36 13 43.19788(N)    087 07 45.22651(W) AD(       ) 2
 GC2552  NAD 27      -  36 13 42.99500(N)    087 07 45.21000(W) AD(       ) 2
 GC2552
 GC2552.Superseded values are not recommended for survey control.
 GC2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2552.See file dsdata.txt to determine how the superseded data were derived.
 GC2552
 GC2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8838709319(NAD 83)
 GC2552_MARKER: DD = SURVEY DISK
 GC2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2552_MARK LOGO: USE   
 GC2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2552+STABILITY: SURFACE MOTION
 GC2552
 GC2552  HISTORY     - Date     Condition        Report By
 GC2552  HISTORY     - 1953     MONUMENTED       USE
 GC2552
 GC2552                          STATION DESCRIPTION
 GC2552
 GC2552'DESCRIBED BY US ENGINEERS 1953
 GC2552'SEE STATION GERMANTOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1497 ***********************************************************************
 FE1497  DESIGNATION -  GETWELL RM 1
 FE1497  PID         -  FE1497
 FE1497  STATE/COUNTY-  TN/SHELBY
 FE1497  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1497
 FE1497                         *CURRENT SURVEY CONTROL
 FE1497  ___________________________________________________________________
 FE1497* NAD 83(1986)-  35 04 51.     (N)    089 55 53.     (W)     SCALED    
 FE1497* NAVD 88     -        77.278  (meters)     253.54   (feet)  ADJUSTED  
 FE1497  ___________________________________________________________________
 FE1497  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1497  DYNAMIC HT  -          77.206 (meters)     253.30  (feet)  COMP
 FE1497  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 FE1497
 FE1497  VERT ORDER  -  SECOND    CLASS 0
 FE1497
 FE1497.The horizontal coordinates were scaled from a topographic map and have
 FE1497.an estimated accuracy of +/- 6 seconds.
 FE1497
 FE1497.The orthometric height was determined by differential leveling
 FE1497.and adjusted by the National Geodetic Survey in June 1991..
 FE1497
 FE1497.The geoid height was determined by GEOID03.
 FE1497
 FE1497.The dynamic height is computed by dividing the NAVD 88
 FE1497.geopotential number by the normal gravity value computed on the
 FE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1497.degrees latitude (g = 980.6199 gals.).
 FE1497
 FE1497.The modeled gravity was interpolated from observed gravity values.
 FE1497
 FE1497;                    North         East    Units  Estimated Accuracy
 FE1497;SPC TN       -    90,140.      241,550.      MT  (+/- 180 meters Scaled)
 FE1497
 FE1497                          SUPERSEDED SURVEY CONTROL
 FE1497
 FE1497  NGVD 29 (??/??/??)   77.247  (m)          253.43   (f) ADJUSTED    2 0
 FE1497
 FE1497.Superseded values are not recommended for survey control.
 FE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1497.See file dsdata.txt to determine how the superseded data were derived.
 FE1497
 FE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD327859(NAD 83)
 FE1497_MARKER: DR = REFERENCE MARK DISK
 FE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1497_STAMPING: GETWELL NO 1 1959
 FE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1497+STABILITY: SURFACE MOTION
 FE1497
 FE1497  HISTORY     - Date     Condition        Report By
 FE1497  HISTORY     - 1959     MONUMENTED       CGS
 FE1497  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1497
 FE1497                          STATION DESCRIPTION
 FE1497
 FE1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1497'IN MEMPHIS.
 FE1497'THIS MARK IS LOCATED AT THE STATION SITE.  110.5 FT. NORTHEAST
 FE1497'OF THE STATION, 16 FT. NORTH OF THE CENTER OF A DRIVEWAY, 2 FT.
 FE1497'EAST OF A POWER LINE POLE, A DISK SET IN TOP OF A CONCRETE POST
 FE1497'SET FLUSH WITH THE GROUND.
 FE1497
 FE1497                          STATION RECOVERY (1965)
 FE1497
 FE1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1498 ***********************************************************************
 FE1498  DESIGNATION -  GETWELL RM 2
 FE1498  PID         -  FE1498
 FE1498  STATE/COUNTY-  TN/SHELBY
 FE1498  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1498
 FE1498                         *CURRENT SURVEY CONTROL
 FE1498  ___________________________________________________________________
 FE1498* NAD 83(1986)-  35 04 52.     (N)    089 55 54.     (W)     SCALED    
 FE1498* NAVD 88     -        76.914  (meters)     252.34   (feet)  ADJUSTED  
 FE1498  ___________________________________________________________________
 FE1498  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1498  DYNAMIC HT  -          76.843 (meters)     252.11  (feet)  COMP
 FE1498  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 FE1498
 FE1498  VERT ORDER  -  SECOND    CLASS 0
 FE1498
 FE1498.The horizontal coordinates were scaled from a topographic map and have
 FE1498.an estimated accuracy of +/- 6 seconds.
 FE1498
 FE1498.The orthometric height was determined by differential leveling
 FE1498.and adjusted by the National Geodetic Survey in June 1991..
 FE1498
 FE1498.The geoid height was determined by GEOID03.
 FE1498
 FE1498.The dynamic height is computed by dividing the NAVD 88
 FE1498.geopotential number by the normal gravity value computed on the
 FE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1498.degrees latitude (g = 980.6199 gals.).
 FE1498
 FE1498.The modeled gravity was interpolated from observed gravity values.
 FE1498
 FE1498;                    North         East    Units  Estimated Accuracy
 FE1498;SPC TN       -    90,170.      241,520.      MT  (+/- 180 meters Scaled)
 FE1498
 FE1498                          SUPERSEDED SURVEY CONTROL
 FE1498
 FE1498  NGVD 29 (??/??/??)   76.883  (m)          252.24   (f) ADJUSTED    2 0
 FE1498
 FE1498.Superseded values are not recommended for survey control.
 FE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1498.See file dsdata.txt to determine how the superseded data were derived.
 FE1498
 FE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD327859(NAD 83)
 FE1498_MARKER: DR = REFERENCE MARK DISK
 FE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1498_STAMPING: GETWELL NO 2 1959
 FE1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1498+STABILITY: SURFACE MOTION
 FE1498
 FE1498  HISTORY     - Date     Condition        Report By
 FE1498  HISTORY     - 1959     MONUMENTED       CGS
 FE1498  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1498
 FE1498                          STATION DESCRIPTION
 FE1498
 FE1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1498'IN MEMPHIS.
 FE1498'THIS MARK IS LOCATED AT THE STATION SITE, 94.2 FT. SOUTHWEST OF
 FE1498'THE STATION MARK, 87 FT. SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FE1498'OF A RED HOUSE, 82 FT. SOUTH OF THE SOUTHWEST CORNER OF A RED
 FE1498'HOUSE, A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE
 FE1498'GROUND.
 FE1498
 FE1498                          STATION RECOVERY (1965)
 FE1498
 FE1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2804 ***********************************************************************
 FE2804  DESIGNATION -  GGG
 FE2804  PID         -  FE2804
 FE2804  STATE/COUNTY-  TN/SHELBY
 FE2804  USGS QUAD   -  MUNFORD (1983)
 FE2804
 FE2804                         *CURRENT SURVEY CONTROL
 FE2804  ___________________________________________________________________
 FE2804* NAD 83(1986)-  35 22 46.     (N)    089 48 20.     (W)     SCALED    
 FE2804* NAVD 88     -        94.890  (meters)     311.32   (feet)  ADJUSTED  
 FE2804  ___________________________________________________________________
 FE2804  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2804  DYNAMIC HT  -          94.806 (meters)     311.04  (feet)  COMP
 FE2804  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FE2804
 FE2804  VERT ORDER  -  FIRST     CLASS II
 FE2804
 FE2804.The horizontal coordinates were scaled from a topographic map and have
 FE2804.an estimated accuracy of +/- 6 seconds.
 FE2804
 FE2804.The orthometric height was determined by differential leveling
 FE2804.and adjusted by the National Geodetic Survey in August 1995..
 FE2804
 FE2804.The geoid height was determined by GEOID03.
 FE2804
 FE2804.The dynamic height is computed by dividing the NAVD 88
 FE2804.geopotential number by the normal gravity value computed on the
 FE2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2804.degrees latitude (g = 980.6199 gals.).
 FE2804
 FE2804.The modeled gravity was interpolated from observed gravity values.
 FE2804
 FE2804;                    North         East    Units  Estimated Accuracy
 FE2804;SPC TN       -   122,790.      254,300.      MT  (+/- 180 meters Scaled)
 FE2804
 FE2804                          SUPERSEDED SURVEY CONTROL
 FE2804
 FE2804.No superseded survey control is available for this station.
 FE2804
 FE2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE451187(NAD 83)
 FE2804_MARKER: P = PIPE CAP
 FE2804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2804_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2804_STAMPING: GGG
 FE2804_MARK LOGO: NONE  
 FE2804_PROJECTION: FLUSH
 FE2804_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2804+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2804_ROD/PIPE-DEPTH: 1.0  meters
 FE2804
 FE2804  HISTORY     - Date     Condition        Report By
 FE2804  HISTORY     - 1992     MONUMENTED       MLGW
 FE2804  HISTORY     - 19920115 GOOD             NGS
 FE2804  HISTORY     - 20021001 GOOD             USACE
 FE2804
 FE2804                          STATION DESCRIPTION
 FE2804
 FE2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2804'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2804'OF COUNTY ROAD 205 IN MILLINGTON, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 FE2804'ALONG KERR-ROSEMARK ROAD, THENCE 4.8 KM (3.00 MI) EASTERLY ALONG
 FE2804'MUDVILLE ROAD, A WELDED POINT ON A PIPE CAP ATTACHED TO A 2-INCH
 FE2804'GALVANIZED PIPE ENCASED IN A 7-INCH PVC PIPE FILLED WITH CONCRETE,
 FE2804'86.6 M (284.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE
 FE2804'SPANNING BIG CREEK, 40.0 M (131.2 FT) NORTH-NORTHWEST OF THE
 FE2804'CENTERLINE OF THE ROAD, 3.0 M (9.8 FT) SOUTHWEST OF THE SOUTHEAST LEG
 FE2804'OF A HIGH LINE TOWER, 2.0 M (6.6 FT) NORTHEAST OF THE SOUTHWEST LEG
 FE2804'OF THE TOWER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 FE2804'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2804
 FE2804                          STATION RECOVERY (2002)
 FE2804
 FE2804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2696 ***********************************************************************
 GA2696  DESIGNATION -  GIB
 GA2696  PID         -  GA2696
 GA2696  STATE/COUNTY-  TN/CLAIBORNE
 GA2696  USGS QUAD   -  FORK RIDGE (1959)
 GA2696
 GA2696                         *CURRENT SURVEY CONTROL
 GA2696  ___________________________________________________________________
 GA2696* NAD 83(1995)-  36 31 06.85445(N)    083 45 50.76195(W)     ADJUSTED  
 GA2696* NAVD 88     -       378.399  (meters)    1241.46   (feet)  ADJUSTED  
 GA2696  ___________________________________________________________________
 GA2696  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GA2696  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2696  DYNAMIC HT  -         378.065 (meters)    1240.37  (feet)  COMP
 GA2696  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 GA2696
 GA2696  HORZ ORDER  -  SECOND
 GA2696  VERT ORDER  -  SECOND    CLASS 0
 GA2696
 GA2696.The horizontal coordinates were established by classical geodetic methods
 GA2696.and adjusted by the National Geodetic Survey in April 1999..
 GA2696
 GA2696.The orthometric height was determined by differential leveling
 GA2696.and adjusted by the National Geodetic Survey in June 1991..
 GA2696
 GA2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2696
 GA2696.The geoid height was determined by GEOID03.
 GA2696
 GA2696.The dynamic height is computed by dividing the NAVD 88
 GA2696.geopotential number by the normal gravity value computed on the
 GA2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2696.degrees latitude (g = 980.6199 gals.).
 GA2696
 GA2696.The modeled gravity was interpolated from observed gravity values.
 GA2696
 GA2696;                    North         East     Units Scale Factor Converg.
 GA2696;SPC TN       -   244,744.459   800,255.364   MT  1.00001966   +1 18 32.3
 GA2696;SPC TN       -   802,965.78  2,625,504.47   sFT  1.00001966   +1 18 32.3
 GA2696;SPC KY1Z     - 1,022,452.685 1,677,895.531   MT  1.00018291   +1 13 09.4
 GA2696;SPC KY1Z     - 3,354,496.85  5,504,895.59   sFT  1.00018291   +1 13 09.4
 GA2696;SPC KY S     -   522,426.188   677,871.490   MT  1.00004592   +1 12 15.7
 GA2696;SPC KY S     - 1,713,993.25  2,223,983.38   sFT  1.00004592   +1 12 15.7
 GA2696;UTM  17      - 4,045,022.404   252,491.115   MT  1.00035482   -1 38 44.5
 GA2696
 GA2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2696!SPC TN       -   0.99994539  x   1.00001966  =   0.99996504
 GA2696!SPC KY1Z     -   0.99994539  x   1.00018291  =   1.00012829
 GA2696!SPC KY S     -   0.99994539  x   1.00004592  =   0.99999130
 GA2696!UTM  17      -   0.99994539  x   1.00035482  =   1.00030019
 GA2696
 GA2696:                Primary Azimuth Mark                     Grid Az
 GA2696:SPC TN       -  GIB AZ MK                                094 35 34.2
 GA2696:SPC KY1Z     -  GIB AZ MK                                094 40 57.1
 GA2696:SPC KY S     -  GIB AZ MK                                094 41 50.8
 GA2696:UTM  17      -  GIB AZ MK                                097 32 51.0
 GA2696
 GA2696|---------------------------------------------------------------------|
 GA2696| PID    Reference Object                     Distance      Geod. Az  |
 GA2696|                                                           dddmmss.s |
 GA2696| GA2698 GIB AZ MK                                          0955406.5 |
 GA2696| GA2697 GIB RM 1                              8.667 METERS 15505     |
 GA2696| GA2695 GIB RM 2                              8.208 METERS 33505     |
 GA2696|---------------------------------------------------------------------|
 GA2696
 GA2696                          SUPERSEDED SURVEY CONTROL
 GA2696
 GA2696  NAD 83(1995)-  36 31 06.85548(N)    083 45 50.76271(W) AD(       ) 2
 GA2696  NAD 83(1995)-  36 31 06.85716(N)    083 45 50.75750(W) AD(       ) 2
 GA2696  NAD 83(1995)-  36 31 06.86305(N)    083 45 50.76326(W) AD(       ) 2
 GA2696  NAD 83(1986)-  36 31 06.86471(N)    083 45 50.76218(W) AD(       ) 2
 GA2696  NAD 27      -  36 31 06.58143(N)    083 45 51.06280(W) AD(       ) 2
 GA2696  NGVD 29 (??/??/92)  378.551  (m)         1241.96   (f) ADJ UNCH    2 0
 GA2696
 GA2696.Superseded values are not recommended for survey control.
 GA2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2696.See file dsdata.txt to determine how the superseded data were derived.
 GA2696
 GA2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5249145022(NAD 83)
 GA2696_MARKER: DD = SURVEY DISK
 GA2696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2696_SP_SET: MONUMENT
 GA2696_STAMPING: GIB 1964
 GA2696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2696
 GA2696  HISTORY     - Date     Condition        Report By
 GA2696  HISTORY     - 1964     MONUMENTED       TNHD
 GA2696  HISTORY     - 1965     GOOD             TNHD
 GA2696
 GA2696                          STATION DESCRIPTION
 GA2696
 GA2696'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2696'THE STATION IS LOCATED 22 MILES NORTHEAST OF LAFOLLETTE ON THE
 GA2696'PROPERTY OF LEE GIBSON.
 GA2696'
 GA2696'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 8.25 MILES
 GA2696'EAST-NORTHEAST ON
 GA2696'STATE ROUTE 63 TO A GRAVELED ROAD (DIT SHARP LANE)
 GA2696'ON THE LEFT*, TURN LEFT, NORTH AND
 GA2696'GO 0.1 MILE TO THE STATION ON THE RIGHT.
 GA2696'
 GA2696'THE STATION IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GA2696'ROAD, 3 FEET EAST OF THE
 GA2696'EDGE OF THE BANK OF A HIGHWAY CUT AND 1.9 FEET
 GA2696'NORTHEAST OF A WITNESS POST.  THE
 GA2696'SURFACE AND UNDERGROUND MARKS ARE
 GA2696'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GA2696'DISKS ARE STAMPED
 GA2696'GIB 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2696'THE SURFACE DISK
 GA2696'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2696'
 GA2696'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A 9-INCH CEDAR TREE, 16 FEET
 GA2696'EAST OF THE APPROXIMATE
 GA2696'CENTER OF THE GRAVELED ROAD AND 3 FEET EAST OF THE
 GA2696'EDGE OF THE BANK OF THE HIGHWAY
 GA2696'CUT.  IT IS A STANDARD TENNESSEE
 GA2696'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2696'FLUSH, CONCRETE
 GA2696'MONUMENT AND THE DISK IS STAMPED GIB RM-1 1964.
 GA2696'
 GA2696'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2696'GRAVELED ROAD AND 3
 GA2696'FEET EAST OF THE EDGE OF THE BANK OF THE HIGHWAY CUT.  IT
 GA2696'IS A STANDARD TENNESSEE
 GA2696'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2696'SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2696'DISK IS STAMPED GIB RM-2 1964.
 GA2696'
 GA2696'THE AZIMUTH MARK IS 19 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2696'STATE ROUTE 63, 4 FEET WEST
 GA2696'OF A FENCE POST, 1.6 FEET EAST OF A WITNESS POST AND
 GA2696'0.5 FEET NORTH OF AN ELECTRIC
 GA2696'FENCE LINE.  IT IS A STANDARD TENNESSEE
 GA2696'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2696'FLUSH, CONCRETE
 GA2696'MONUMENT AND THE DISK IS STAMPED GIB AZI 1964.
 GA2696'
 GA2696'TO REACH THE AZIMUTH MARK*, CONTINUE EAST-NORTHEAST ON STATE ROUTE 63
 GA2696'FOR 0.15 MILE TO THE MARK
 GA2696'ON THE RIGHT.
 GA2696'
 GA2696'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2696'
 GA2696'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2696
 GA2696                          STATION RECOVERY (1965)
 GA2696
 GA2696'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2696'8.3 MI E FROM SPEEDWELL.
 GA2696'FROM THE POST OFFICE IN SPEEDWELL, GO 8.3 MILES EAST NORTHEAST ON
 GA2696'STATE ROUTE 63 TO A GRAVELED ROAD (DIT SHARP LANE) ON THE LEFT,
 GA2696'TURN LEFT, NORTH AND GO 0.1 MILE TO THE MARK ON THE RIGHT, 16
 GA2696'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 3 FEET
 GA2696'EAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT AND 1.9 FEET NORTHEAST
 GA2696'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2696'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2696'CONCRETE MONUMENT, STAMPED GIB 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2698 ***********************************************************************
 GA2698  DESIGNATION -  GIB AZ MK
 GA2698  PID         -  GA2698
 GA2698  STATE/COUNTY-  TN/CLAIBORNE
 GA2698  USGS QUAD   -  FORK RIDGE (1959)
 GA2698
 GA2698                         *CURRENT SURVEY CONTROL
 GA2698  ___________________________________________________________________
 GA2698* NAD 83(1986)-  36 31 06.     (N)    083 45 40.     (W)     SCALED    
 GA2698* NAVD 88     -       375.157  (meters)    1230.83   (feet)  ADJUSTED  
 GA2698  ___________________________________________________________________
 GA2698  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2698  DYNAMIC HT  -         374.825 (meters)    1229.74  (feet)  COMP
 GA2698  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 GA2698
 GA2698  VERT ORDER  -  SECOND    CLASS 0
 GA2698
 GA2698.The horizontal coordinates were scaled from a topographic map and have
 GA2698.an estimated accuracy of +/- 6 seconds.
 GA2698
 GA2698.The orthometric height was determined by differential leveling
 GA2698.and adjusted by the National Geodetic Survey in June 1991..
 GA2698
 GA2698.The geoid height was determined by GEOID03.
 GA2698
 GA2698.The dynamic height is computed by dividing the NAVD 88
 GA2698.geopotential number by the normal gravity value computed on the
 GA2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2698.degrees latitude (g = 980.6199 gals.).
 GA2698
 GA2698.The modeled gravity was interpolated from observed gravity values.
 GA2698
 GA2698;                    North         East    Units  Estimated Accuracy
 GA2698;SPC TN       -   244,720.      800,520.      MT  (+/- 180 meters Scaled)
 GA2698
 GA2698                          SUPERSEDED SURVEY CONTROL
 GA2698
 GA2698  NGVD 29 (??/??/??)  375.37   (m)         1231.5    (f) RESET       3  
 GA2698
 GA2698.Superseded values are not recommended for survey control.
 GA2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2698.See file dsdata.txt to determine how the superseded data were derived.
 GA2698
 GA2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA527449(NAD 83)
 GA2698_MARKER: DD = SURVEY DISK
 GA2698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2698_SP_SET: MONUMENT
 GA2698_STAMPING: GIB AZI 1964
 GA2698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2698
 GA2698  HISTORY     - Date     Condition        Report By
 GA2698  HISTORY     - 1964     MONUMENTED       TNHD
 GA2698  HISTORY     - 1965     GOOD             TNHD
 GA2698
 GA2698                          STATION DESCRIPTION
 GA2698
 GA2698'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2698'8.3 MI E FROM SPEEDWELL.
 GA2698'FROM THE POST OFFICE IN SPEEDWELL, NORTHEAST ON STATE ROUTE 63
 GA2698'TO THE MARK ON THE LEFT, 19 FEET SOUTHEAST OF THE APPROXIMATE
 GA2698'CENTER OF STATE ROUTE 63, 4 FEET WEST OF A FENCE POST, 1.6 FEET
 GA2698'EAST OF A METAL WITNESS POST WITH SIGN AND 0.5 FEET NORTH OF AN
 GA2698'ELECTRIC FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2698'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2698'GIB AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2697 ***********************************************************************
 GA2697  DESIGNATION -  GIB RM 1
 GA2697  PID         -  GA2697
 GA2697  STATE/COUNTY-  TN/CLAIBORNE
 GA2697  USGS QUAD   -  FORK RIDGE (1959)
 GA2697
 GA2697                         *CURRENT SURVEY CONTROL
 GA2697  ___________________________________________________________________
 GA2697* NAD 83(1986)-  36 31 07.     (N)    083 45 51.     (W)     SCALED    
 GA2697* NAVD 88     -       378.272  (meters)    1241.05   (feet)  ADJUSTED  
 GA2697  ___________________________________________________________________
 GA2697  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2697  DYNAMIC HT  -         377.938 (meters)    1239.95  (feet)  COMP
 GA2697  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 GA2697
 GA2697  VERT ORDER  -  SECOND    CLASS 0
 GA2697
 GA2697.The horizontal coordinates were scaled from a topographic map and have
 GA2697.an estimated accuracy of +/- 6 seconds.
 GA2697
 GA2697.The orthometric height was determined by differential leveling
 GA2697.and adjusted by the National Geodetic Survey in June 1991..
 GA2697
 GA2697.The geoid height was determined by GEOID03.
 GA2697
 GA2697.The dynamic height is computed by dividing the NAVD 88
 GA2697.geopotential number by the normal gravity value computed on the
 GA2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2697.degrees latitude (g = 980.6199 gals.).
 GA2697
 GA2697.The modeled gravity was interpolated from observed gravity values.
 GA2697
 GA2697;                    North         East    Units  Estimated Accuracy
 GA2697;SPC TN       -   244,750.      800,250.      MT  (+/- 180 meters Scaled)
 GA2697
 GA2697                          SUPERSEDED SURVEY CONTROL
 GA2697
 GA2697  NGVD 29 (??/??/92)  378.424  (m)         1241.55   (f) ADJ UNCH    2 0
 GA2697
 GA2697.Superseded values are not recommended for survey control.
 GA2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2697.See file dsdata.txt to determine how the superseded data were derived.
 GA2697
 GA2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA524450(NAD 83)
 GA2697_MARKER: DD = SURVEY DISK
 GA2697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2697_SP_SET: MONUMENT
 GA2697_STAMPING: GIB RM-1 1964
 GA2697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2697
 GA2697  HISTORY     - Date     Condition        Report By
 GA2697  HISTORY     - 1964     MONUMENTED       TNHD
 GA2697  HISTORY     - 1965     GOOD             TNHD
 GA2697
 GA2697                          STATION DESCRIPTION
 GA2697
 GA2697'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2697'8.3 MI E FROM SPEEDWELL.
 GA2697'THIS MARK IS LOCATED AT THE GIB 1964 STATION SITE, 50 FEET
 GA2697'NORTH OF A 9-INCH CEDAR TREE, 16 FEET EAST OF THE APPROXIMATE
 GA2697'CENTER OF THE GRAVELED ROAD AND 3 FEET EAST OF THE EDGE OF THE
 GA2697'BANK OF A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2697'DEPARTMENT DISK, SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2697'MONUMENT, STAMPED GIB RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2695 ***********************************************************************
 GA2695  DESIGNATION -  GIB RM 2
 GA2695  PID         -  GA2695
 GA2695  STATE/COUNTY-  TN/CLAIBORNE
 GA2695  USGS QUAD   -  FORK RIDGE (1959)
 GA2695
 GA2695                         *CURRENT SURVEY CONTROL
 GA2695  ___________________________________________________________________
 GA2695* NAD 83(1986)-  36 31 07.     (N)    083 45 51.     (W)     SCALED    
 GA2695* NAVD 88     -       378.367  (meters)    1241.36   (feet)  ADJUSTED  
 GA2695  ___________________________________________________________________
 GA2695  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2695  DYNAMIC HT  -         378.033 (meters)    1240.26  (feet)  COMP
 GA2695  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 GA2695
 GA2695  VERT ORDER  -  SECOND    CLASS 0
 GA2695
 GA2695.The horizontal coordinates were scaled from a topographic map and have
 GA2695.an estimated accuracy of +/- 6 seconds.
 GA2695
 GA2695.The orthometric height was determined by differential leveling
 GA2695.and adjusted by the National Geodetic Survey in June 1991..
 GA2695
 GA2695.The geoid height was determined by GEOID03.
 GA2695
 GA2695.The dynamic height is computed by dividing the NAVD 88
 GA2695.geopotential number by the normal gravity value computed on the
 GA2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2695.degrees latitude (g = 980.6199 gals.).
 GA2695
 GA2695.The modeled gravity was interpolated from observed gravity values.
 GA2695
 GA2695;                    North         East    Units  Estimated Accuracy
 GA2695;SPC TN       -   244,750.      800,250.      MT  (+/- 180 meters Scaled)
 GA2695
 GA2695                          SUPERSEDED SURVEY CONTROL
 GA2695
 GA2695  NGVD 29 (??/??/92)  378.519  (m)         1241.86   (f) ADJ UNCH    2 0
 GA2695
 GA2695.Superseded values are not recommended for survey control.
 GA2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2695.See file dsdata.txt to determine how the superseded data were derived.
 GA2695
 GA2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA524450(NAD 83)
 GA2695_MARKER: DD = SURVEY DISK
 GA2695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2695_SP_SET: MONUMENT
 GA2695_STAMPING: GIB RM-2 1964
 GA2695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2695
 GA2695  HISTORY     - Date     Condition        Report By
 GA2695  HISTORY     - 1964     MONUMENTED       TNHD
 GA2695  HISTORY     - 1965     GOOD             TNHD
 GA2695
 GA2695                          STATION DESCRIPTION
 GA2695
 GA2695'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2695'8.3 MI E FROM SPEEDWELL.
 GA2695'THIS MARK IS LOCATED AT THE GIB 1964 STATION SITE, 16 FEET EAST
 GA2695'OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 3 FEET EAST OF
 GA2695'THE EDGE OF A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2695'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GA2695'STAMPED GIB RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1085 ***********************************************************************
 GA1085  DESIGNATION -  GIBSON
 GA1085  PID         -  GA1085
 GA1085  STATE/COUNTY-  TN/WASHINGTON
 GA1085  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1085
 GA1085                         *CURRENT SURVEY CONTROL
 GA1085  ___________________________________________________________________
 GA1085* NAD 83(1995)-  36 24 36.51460(N)    082 35 59.52519(W)     ADJUSTED  
 GA1085* NAVD 88     -       559.736  (meters)    1836.40   (feet)  ADJUSTED  
 GA1085  ___________________________________________________________________
 GA1085  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GA1085  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1085  DYNAMIC HT  -         559.214 (meters)    1834.69  (feet)  COMP
 GA1085  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1085
 GA1085  HORZ ORDER  -  SECOND
 GA1085  VERT ORDER  -  SECOND    CLASS 0
 GA1085
 GA1085.The horizontal coordinates were established by classical geodetic methods
 GA1085.and adjusted by the National Geodetic Survey in April 1999..
 GA1085
 GA1085.The orthometric height was determined by differential leveling
 GA1085.and adjusted by the National Geodetic Survey in June 1991..
 GA1085
 GA1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1085
 GA1085.The geoid height was determined by GEOID03.
 GA1085
 GA1085.The dynamic height is computed by dividing the NAVD 88
 GA1085.geopotential number by the normal gravity value computed on the
 GA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1085.degrees latitude (g = 980.6199 gals.).
 GA1085
 GA1085.The modeled gravity was interpolated from observed gravity values.
 GA1085
 GA1085;                    North         East     Units Scale Factor Converg.
 GA1085;SPC TN       -   235,721.913   904,911.459   MT  0.99999885   +1 59 26.1
 GA1085;SPC TN       -   773,364.31  2,968,863.68   sFT  0.99999885   +1 59 26.1
 GA1085;UTM  17      - 4,030,629.790   356,552.460   MT  0.99985353   -0 56 59.2
 GA1085
 GA1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1085!SPC TN       -   0.99991709  x   0.99999885  =   0.99991594
 GA1085!UTM  17      -   0.99991709  x   0.99985353  =   0.99977063
 GA1085
 GA1085|---------------------------------------------------------------------|
 GA1085| PID    Reference Object                     Distance      Geod. Az  |
 GA1085|                                                           dddmmss.s |
 GA1085| GA1086 GIBSON RM 1                           6.536 METERS 04201     |
 GA1085| GA3390 LEWIS                               APPROX. 1.2 KM 2020025.7 |
 GA1085| GA1084 GIBSON RM 2                          11.350 METERS 32118     |
 GA1085|---------------------------------------------------------------------|
 GA1085
 GA1085                          SUPERSEDED SURVEY CONTROL
 GA1085
 GA1085  NAD 83(1995)-  36 24 36.51701(N)    082 35 59.52742(W) AD(       ) 2
 GA1085  NAD 83(1995)-  36 24 36.52643(N)    082 35 59.54365(W) AD(       ) 2
 GA1085  NAD 83(1995)-  36 24 36.51990(N)    082 35 59.52758(W) AD(       ) 2
 GA1085  NAD 83(1986)-  36 24 36.52243(N)    082 35 59.52912(W) AD(       ) 2
 GA1085  NAD 27      -  36 24 36.15750(N)    082 35 59.97880(W) AD(       ) 2
 GA1085  NGVD 29 (??/??/92)  559.872  (m)         1836.85   (f) ADJ UNCH    2 0
 GA1085
 GA1085.Superseded values are not recommended for survey control.
 GA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1085.See file dsdata.txt to determine how the superseded data were derived.
 GA1085
 GA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5655230630(NAD 83)
 GA1085_MARKER: DE = TRAVERSE STATION DISK
 GA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1085_STAMPING: GIBSON 1961
 GA1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1085+STABILITY: SURFACE MOTION
 GA1085
 GA1085  HISTORY     - Date     Condition        Report By
 GA1085  HISTORY     - 1961     MONUMENTED       CGS
 GA1085  HISTORY     - 1961     GOOD             CGS
 GA1085
 GA1085                          STATION DESCRIPTION
 GA1085
 GA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1085'THIS STATION IS LOCATED ABOUT 2 MILES NORTH OF HAWS CROSSROADS, AND
 GA1085'ABOUT 2-1/2 MILES SOUTHEAST
 GA1085'OF FALL BRANCH ON THE PROPERTY OF MR.  GLOVER GIBSON.
 GA1085'
 GA1085'THE STATION IS REACHED FROM THE JUNCTION OF STATE ROUTE 81 AND STATE
 GA1085'ROUTE 93 AT HAWS
 GA1085'CROSSROADS ABOUT 20 MILES NORTHEAST OF GREENEVILLE ON STATE
 GA1085'ROUTE 93, GO NORTH ON
 GA1085'STATE ROUTE 81 FOR 1.75 MILES TO A CROSSROADS
 GA1085'AT THE FOOT OF THE HILL, TURN RIGHT AND
 GA1085'GO 1.1 MILES TO HOUSE ON LEFT
 GA1085'AND STATION ON RIGHT.
 GA1085'
 GA1085'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED GIBSON 1961,
 GA1085'SET IN A SQUARE CONCRETE
 GA1085'MONUMENT WHICH IS FLUSH.  IT IS 18 FEET SOUTH FROM
 GA1085'THE CENTER OF AN OILED ROAD, 57
 GA1085'FEET NORTH FROM THE NORTHWEST CORNER
 GA1085'OF A BARN, 9.5 FEET WEST FROM THE CENTER OF THE
 GA1085'DRIVE-WAY INTO BARN,
 GA1085'AND 6 FEET SOUTHEAST OF A FENCE CORNER POST.
 GA1085'
 GA1085'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GIBSON NO. 1 1961,
 GA1085'SET IN A SQUARE CONCRETE
 GA1085'MONUMENT WHICH IS FLUSH.  IT IS 68 FEET NORTHWEST
 GA1085'FROM THE NORTHEAST CORNER OF A
 GA1085'BARN, 13 FEET SOUTH FROM THE CENTER OF
 GA1085'AN OILED ROAD, 10 FEET EAST FROM THE CENTER OF
 GA1085'THE DRIVEWAY INTO A
 GA1085'BARN, AND 1.8 FEET SOUTHWEST OF A FENCE CORNER POST.
 GA1085'
 GA1085'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED GIBSON NO. 2 1961,
 GA1085'SET IN A SQUARE CONCRETE
 GA1085'MONUMENT WHICH IS FLUSH.  IT IS 20 FEET NORTH FROM
 GA1085'THE CENTER OF AN OILED ROAD, 3.5
 GA1085'FEET EAST OF A 24-INCH ASH TREE.
 GA1085'
 GA1085'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GA1085'STATION LEWIS WILL SERVE
 GA1085'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GA1085'
 GA1085'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GA1085
 GA1085                          STATION RECOVERY (1961)
 GA1085
 GA1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1085'1.5 MI SE FROM FALL BRANCH.
 GA1085'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1085'STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 1.0 MILE EAST ON A
 GA1085'PAVED ROAD TO A HOUSE ON THE LEFT AND A BARN ON THE RIGHT.  THE
 GA1085'STATION MARK IS 57 FT. NORTH OF THE NORTHWEST CORNER OF THE
 GA1085'BARN, 18 FT. SOUTH OF THE CENTER OF THE PAVED ROAD, 9.5 FT. WEST
 GA1085'OF THE CENTER OF THE DRIVE-WAY TO BARN, AND 6 FT. SOUTHEAST OF
 GA1085'A FENCE CORNER POST.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA1085'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2390 ***********************************************************************
 FE2390  DESIGNATION -  GIBSON
 FE2390  PID         -  FE2390
 FE2390  STATE/COUNTY-  TN/GIBSON
 FE2390  USGS QUAD   -  MEDINA (1981)
 FE2390
 FE2390                         *CURRENT SURVEY CONTROL
 FE2390  ___________________________________________________________________
 FE2390* NAD 83(1995)-  35 51 30.94282(N)    088 51 45.33125(W)     ADJUSTED  
 FE2390* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FE2390  ___________________________________________________________________
 FE2390  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FE2390  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2390
 FE2390  HORZ ORDER  -  THIRD
 FE2390
 FE2390.The horizontal coordinates were established by classical geodetic methods
 FE2390.and adjusted by the National Geodetic Survey in April 1999..
 FE2390
 FE2390.The orthometric height was scaled from a topographic map.
 FE2390
 FE2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2390
 FE2390.The geoid height was determined by GEOID03.
 FE2390
 FE2390;                    North         East     Units Scale Factor Converg.
 FE2390;SPC TN       -   173,007.223   341,488.350   MT  0.99994849   -1 40 33.2
 FE2390;SPC TN       -   567,607.86  1,120,366.36   sFT  0.99994849   -1 40 33.2
 FE2390;UTM  16      - 3,969,866.431   331,820.462   MT  0.99994853   -1 05 28.8
 FE2390
 FE2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2390!SPC TN       -   0.99998340  x   0.99994849  =   0.99993189
 FE2390!UTM  16      -   0.99998340  x   0.99994853  =   0.99993193
 FE2390
 FE2390|---------------------------------------------------------------------|
 FE2390| PID    Reference Object                     Distance      Geod. Az  |
 FE2390|                                                           dddmmss.s |
 FE2390| CG3367 GIBSON RM 1                          19.490 METERS 08447     |
 FE2390| FE2395 HUMBOLDT MUN STANDPIPE              APPROX. 5.5 KM 2222458.0 |
 FE2390| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 6.8 KM 2234306.0 |
 FE2390| FE2394 HUMBOLDT FULL FASHIONED STACK       APPROX. 5.1 KM 2280717.1 |
 FE2390| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 6.7 KM 2293749.1 |
 FE2390| CG3366 GIBSON AZ MK                                       2305510.6 |
 FE2390| CG3368 GIBSON RM 2                          26.617 METERS 23204     |
 FE2390|---------------------------------------------------------------------|
 FE2390
 FE2390                          SUPERSEDED SURVEY CONTROL
 FE2390
 FE2390  NAD 83(1995)-  35 51 30.94665(N)    088 51 45.33517(W) AD(       ) 3
 FE2390  NAD 83(1986)-  35 51 30.95415(N)    088 51 45.33171(W) AD(       ) 3
 FE2390  NAD 27      -  35 51 30.70640(N)    088 51 45.12110(W) AD(       ) 3
 FE2390
 FE2390.Superseded values are not recommended for survey control.
 FE2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2390.See file dsdata.txt to determine how the superseded data were derived.
 FE2390
 FE2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3182069866(NAD 83)
 FE2390_MARKER: DS = TRIANGULATION STATION DISK
 FE2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2390
 FE2390  HISTORY     - Date     Condition        Report By
 FE2390  HISTORY     - 1958     MONUMENTED       CGS
 FE2390
 FE2390                          STATION DESCRIPTION
 FE2390
 FE2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2390'THE STATION IS ABOUT 4 MILES NORTHEAST OF HUMBOLDT AND 7-1/2 MILES
 FE2390'SOUTHWEST OF MILAN ON THE PROPERTY OWNED BY MR. J.C.
 FE2390'WARMATH. IT IS 31 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 79 AND
 FE2390'70A, 6 FEET WEST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 FE2390'WIRE FENCE AND 14 FEET SOUTHWEST OF A TELEPHONE POLE. THE MONUMENT IS
 FE2390'FLUSH AND THE DISK IS STAMPED GIBSON 1958.
 FE2390'
 FE2390'TO REACH THE STATION FROM THE BAPTIST CHURCH, ON THE SOUTH SIDE OF
 FE2390'U.S. HIGHWAY 79 AND 70A IN GIBSON. GO SOUTHWEST ON HIGHWAY 79
 FE2390'AND 70A FOR 1.45 MILES TO THE STATION ON THE LEFT.
 FE2390'
 FE2390'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON U.S.
 FE2390'HIGHWAY 79 AND 70A FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FE2390'
 FE2390'REFERENCE MARK 1 IS 6 FEET SOUTH OF A WIRE FENCE AND 5 FEET SOUTHWEST
 FE2390'OF AN 8 INCH OAK TREE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2390'STAMPED GIBSON NO 1 1958.
 FE2390'
 FE2390'REFERENCE MARK 2 IS 95 FEET SOUTHWEST OF A WIRE FENCE AND 38 FEET
 FE2390'SOUTHEAST OF THE CENTERLINE OF U.S. 79 AND 70A.  THE MONUMENT
 FE2390'IS FLUSH AND THE DISK IS STAMPED GIBSON NO 2 1958.
 FE2390'
 FE2390'THE AZIMUTH MARK IS 28 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 79
 FE2390'AND 70A AND 3 FEET NORTH OF A POWERLINE POLE WITH A
 FE2390'TRANSFORMER, 2 FEET NORTH OF A WHITE WITNESS POST AND 110 FEET
 FE2390'NORTHWEST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE.
 FE2390'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GIBSON 1958.
 FE2390'
 FE2390'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1086 ***********************************************************************
 GA1086  DESIGNATION -  GIBSON RM 1
 GA1086  PID         -  GA1086
 GA1086  STATE/COUNTY-  TN/WASHINGTON
 GA1086  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1086
 GA1086                         *CURRENT SURVEY CONTROL
 GA1086  ___________________________________________________________________
 GA1086* NAD 83(1986)-  36 24 36.     (N)    082 35 59.     (W)     SCALED    
 GA1086* NAVD 88     -       560.070  (meters)    1837.50   (feet)  ADJUSTED  
 GA1086  ___________________________________________________________________
 GA1086  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1086  DYNAMIC HT  -         559.547 (meters)    1835.78  (feet)  COMP
 GA1086  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1086
 GA1086  VERT ORDER  -  SECOND    CLASS 0
 GA1086
 GA1086.The horizontal coordinates were scaled from a topographic map and have
 GA1086.an estimated accuracy of +/- 6 seconds.
 GA1086
 GA1086.The orthometric height was determined by differential leveling
 GA1086.and adjusted by the National Geodetic Survey in June 1991..
 GA1086
 GA1086.The geoid height was determined by GEOID03.
 GA1086
 GA1086.The dynamic height is computed by dividing the NAVD 88
 GA1086.geopotential number by the normal gravity value computed on the
 GA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1086.degrees latitude (g = 980.6199 gals.).
 GA1086
 GA1086.The modeled gravity was interpolated from observed gravity values.
 GA1086
 GA1086;                    North         East    Units  Estimated Accuracy
 GA1086;SPC TN       -   235,710.      904,930.      MT  (+/- 180 meters Scaled)
 GA1086
 GA1086                          SUPERSEDED SURVEY CONTROL
 GA1086
 GA1086  NGVD 29 (??/??/92)  560.206  (m)         1837.94   (f) ADJ UNCH    2 0
 GA1086
 GA1086.Superseded values are not recommended for survey control.
 GA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1086.See file dsdata.txt to determine how the superseded data were derived.
 GA1086
 GA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA565306(NAD 83)
 GA1086_MARKER: DR = REFERENCE MARK DISK
 GA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1086_STAMPING: GIBSON NO 1 1961
 GA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1086+STABILITY: SURFACE MOTION
 GA1086
 GA1086  HISTORY     - Date     Condition        Report By
 GA1086  HISTORY     - 1961     MONUMENTED       CGS
 GA1086
 GA1086                          STATION DESCRIPTION
 GA1086
 GA1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1086'1.5 MI SE FROM FALL BRANCH.
 GA1086'THIS MARK IS LOCATED AT THE GIBSON 1961 STATION SITE, 21.5
 GA1086'FT. NORTHEAST OF THE STATION MARK, 68 FT. NORTHWEST OF THE
 GA1086'NORTHEAST CORNER OF A BARN, 13 FT. SOUTH OF THE CENTER OF A
 GA1086'PAVED ROAD, 10 FT. EAST OF THE CENTER OF THE DRIVE-WAY TO BARN,
 GA1086'AND 1.8 FT. SOUTHWEST OF A FENCE CORNER POST.  THE DISK IS SET IN
 GA1086'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND IS ABOUT
 GA1086'LEVEL WITH THE ROAD.  NOTE-- SEE DESCRIPTION FOR STATION GIBSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1084 ***********************************************************************
 GA1084  DESIGNATION -  GIBSON RM 2
 GA1084  PID         -  GA1084
 GA1084  STATE/COUNTY-  TN/WASHINGTON
 GA1084  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1084
 GA1084                         *CURRENT SURVEY CONTROL
 GA1084  ___________________________________________________________________
 GA1084* NAD 83(1986)-  36 24 36.     (N)    082 35 59.     (W)     SCALED    
 GA1084* NAVD 88     -       560.785  (meters)    1839.84   (feet)  ADJUSTED  
 GA1084  ___________________________________________________________________
 GA1084  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1084  DYNAMIC HT  -         560.262 (meters)    1838.13  (feet)  COMP
 GA1084  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1084
 GA1084  VERT ORDER  -  SECOND    CLASS 0
 GA1084
 GA1084.The horizontal coordinates were scaled from a topographic map and have
 GA1084.an estimated accuracy of +/- 6 seconds.
 GA1084
 GA1084.The orthometric height was determined by differential leveling
 GA1084.and adjusted by the National Geodetic Survey in June 1991..
 GA1084
 GA1084.The geoid height was determined by GEOID03.
 GA1084
 GA1084.The dynamic height is computed by dividing the NAVD 88
 GA1084.geopotential number by the normal gravity value computed on the
 GA1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1084.degrees latitude (g = 980.6199 gals.).
 GA1084
 GA1084.The modeled gravity was interpolated from observed gravity values.
 GA1084
 GA1084;                    North         East    Units  Estimated Accuracy
 GA1084;SPC TN       -   235,710.      904,930.      MT  (+/- 180 meters Scaled)
 GA1084
 GA1084                          SUPERSEDED SURVEY CONTROL
 GA1084
 GA1084  NGVD 29 (??/??/92)  560.921  (m)         1840.29   (f) ADJ UNCH    2 0
 GA1084
 GA1084.Superseded values are not recommended for survey control.
 GA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1084.See file dsdata.txt to determine how the superseded data were derived.
 GA1084
 GA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA565306(NAD 83)
 GA1084_MARKER: DR = REFERENCE MARK DISK
 GA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1084_STAMPING: GIBSON NO 2 1961
 GA1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1084+STABILITY: SURFACE MOTION
 GA1084
 GA1084  HISTORY     - Date     Condition        Report By
 GA1084  HISTORY     - 1961     MONUMENTED       CGS
 GA1084
 GA1084                          STATION DESCRIPTION
 GA1084
 GA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1084'1.5 MI SE FROM FALL BRANCH.
 GA1084'THIS MARK IS LOCATED AT THE GIBSON 1961 STATION SITE, 37.2 FT.
 GA1084'WEST OF THE STATION MARK, 20 FT. NORTH OF THE CENTER OF THE
 GA1084'GRAVELED ROAD AND 3.5 FT. EAST OF A 24-INCH ASH TREE.  THE DISK
 GA1084'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 GA1084'2 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE-- SEE DESCRIPTION FOR
 GA1084'STATION GIBSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2773 ***********************************************************************
 FE2773  PACS        -  This is a Primary Airport Control Station.
 FE2773  DESIGNATION -  GIBSPORT
 FE2773  PID         -  FE2773
 FE2773  STATE/COUNTY-  TN/GIBSON
 FE2773  USGS QUAD   -  MILAN (1983)
 FE2773
 FE2773                         *CURRENT SURVEY CONTROL
 FE2773  ___________________________________________________________________
 FE2773* NAD 83(1995)-  35 56 00.16041(N)    088 50 56.59736(W)     ADJUSTED  
 FE2773* NAVD 88     -       105.76   (meters)     347.0    (feet)  GPS OBS   
 FE2773  ___________________________________________________________________
 FE2773  X           -     103,854.950 (meters)                     COMP
 FE2773  Y           -  -5,169,359.974 (meters)                     COMP
 FE2773  Z           -   3,722,254.144 (meters)                     COMP
 FE2773  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FE2773  ELLIP HEIGHT-          77.49  (meters)          (02/20/01) GPS OBS
 FE2773  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2773
 FE2773  HORZ ORDER  -  B
 FE2773  ELLP ORDER  -  SECOND    CLASS I
 FE2773
 FE2773.This mark is at Gibson County Airport (TGC)
 FE2773
 FE2773.The horizontal coordinates were established by GPS observations
 FE2773.and adjusted by the National Geodetic Survey in February 2001..
 FE2773
 FE2773.The orthometric height was determined by GPS observations and a
 FE2773.high-resolution geoid model.
 FE2773
 FE2773.GPS derived orthometric heights for airport stations designated as
 FE2773.PACS or SACS are published to 2 decimal places.  This maintains
 FE2773.centimeter relative accuracy between the PACS and SACS.  It does
 FE2773.not indicate centimeter accuracy relative to other marks which are
 FE2773.part of the NAVD 88 network.
 FE2773
 FE2773.Photographs are available for this station.
 FE2773
 FE2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2773
 FE2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2773
 FE2773.The ellipsoidal height was determined by GPS observations
 FE2773.and is referenced to NAD 83.
 FE2773
 FE2773.The geoid height was determined by GEOID03.
 FE2773
 FE2773;                    North         East     Units Scale Factor Converg.
 FE2773;SPC TN       -   181,265.277   342,952.014   MT  0.99994990   -1 40 04.6
 FE2773;SPC TN       -   594,701.16  1,125,168.40   sFT  0.99994990   -1 40 04.6
 FE2773;UTM  16      - 3,978,138.936   333,199.937   MT  0.99994283   -1 05 07.3
 FE2773
 FE2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2773!SPC TN       -   0.99998784  x   0.99994990  =   0.99993774
 FE2773!UTM  16      -   0.99998784  x   0.99994283  =   0.99993067
 FE2773
 FE2773:                Primary Azimuth Mark                     Grid Az
 FE2773:SPC TN       -  GIBSPORT AZ MK                           010 18 39.4
 FE2773:UTM  16      -  GIBSPORT AZ MK                           009 43 42.1
 FE2773
 FE2773|---------------------------------------------------------------------|
 FE2773| PID    Reference Object                     Distance      Geod. Az  |
 FE2773|                                                           dddmmss.s |
 FE2773| FE2774 GIBSPORT AZ MK                      APPROX. 0.6 KM 0083834.8 |
 FE2773| AI9840 TGC A                               APPROX. 0.6 KM 1892740.4 |
 FE2773|---------------------------------------------------------------------|
 FE2773
 FE2773                          SUPERSEDED SURVEY CONTROL
 FE2773
 FE2773  NAD 83(1995)-  35 56 00.16227(N)    088 50 56.60081(W) AD(       ) 3
 FE2773  ELLIP H (04/12/99)   77.62   (m)                       GP(       ) 4 1
 FE2773  NAD 83(1995)-  35 56 00.16209(N)    088 50 56.60133(W) AD(       ) 3
 FE2773  NGVD 29 (09/17/90)  106.0    (m)          348.     (f) GPS OBS        
 FE2773
 FE2773.Superseded values are not recommended for survey control.
 FE2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2773.See file dsdata.txt to determine how the superseded data were derived.
 FE2773
 FE2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3320078139(NAD 83)
 FE2773_MARKER: I = METAL ROD
 FE2773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2773_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2773_STAMPING: GIBSPORT 1987
 FE2773_MARK LOGO: NONE  
 FE2773_PROJECTION: RECESSED 5 CENTIMETERS
 FE2773_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2773+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE2773_ROD/PIPE-DEPTH: 6.7  meters
 FE2773_SLEEVE-DEPTH  : 0.90 meters
 FE2773
 FE2773  HISTORY     - Date     Condition        Report By
 FE2773  HISTORY     - 1987     MONUMENTED       NGS
 FE2773  HISTORY     - 19890711 GOOD
 FE2773  HISTORY     - 1999     GOOD             LOWE
 FE2773
 FE2773                          STATION DESCRIPTION
 FE2773
 FE2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2773'5.60 MILES WESTERLY ALONG STATE HIGHWAYS 77 AND 1.4 FROM THE RAILROAD
 FE2773'CROSSING OF THE MAIN TRACKS OF FOUR TRACKS OF THE SEABOARD RAILROAD
 FE2773'IN MILAN, TO THE JUNCTION OF THE AIRPORT ENTRANCE PAVED DRIVEN TO THE
 FE2773'PAVED THENCE 0.55 MILE SOUTH ALONG AIRPORT ENTRANCE PAVED DRIVE TO THE
 FE2773'OFFICE OF GIBSON COUNTY AIRPORT, THENCE 0.10 MILE SOUTHEAST ALONG
 FE2773'TAXIWAY AND TAXIWAY CROSSOVER TO MARK ON LEFT A 3-D MARK A STAINLESS
 FE2773'STEEL ROD DRIVEN 22.0 FEET TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED
 FE2773'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC
 FE2773'PIPE WITH LOGO CAP, GIBSPORT 1987, 2 INCHES BELOW GROUND WITH A REBAR
 FE2773'IN CONCRETE, 49.0 FEET WEST OF WEST EDGE OF RUNWAY, 43.0 FEET NORTH OF
 FE2773'NORTH EDGE OF TAXIWAY CROSSOVER 29.4 FEET NORTH ST OF A STEEL PIPE
 FE2773'FOR A TAXIWAY GUIDANCE SIGN, AND 1.0 FOOT SOUTH OF A FIBERGLASS
 FE2773'WITNESS POST.
 FE2773'
 FE2773'NOTE-- CONTACT SHERIFFS OFFICE AT 692-3714 BEFORE WORKING ON AIRPORT.
 FE2773
 FE2773                          STATION RECOVERY (1989)
 FE2773
 FE2773'RECOVERED 1989
 FE2773'RECOVERED IN GOOD CONDITION.
 FE2773
 FE2773                          STATION RECOVERY (1999)
 FE2773
 FE2773'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2773'RECOVERED 1999
 FE2773'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2773'AIRPORT CONTROL STATION.
 FE2773' 
 FE2773' 
 FE2773'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2774 ***********************************************************************
 FE2774  SACS        -  This is a Secondary Airport Control Station.
 FE2774  DESIGNATION -  GIBSPORT AZ MK
 FE2774  PID         -  FE2774
 FE2774  STATE/COUNTY-  TN/GIBSON
 FE2774  USGS QUAD   -  MILAN (1983)
 FE2774
 FE2774                         *CURRENT SURVEY CONTROL
 FE2774  ___________________________________________________________________
 FE2774* NAD 83(1995)-  35 56 20.65942(N)    088 50 52.76576(W)     ADJUSTED  
 FE2774* NAVD 88     -       107.48   (meters)     352.6    (feet)  GPS OBS   
 FE2774  ___________________________________________________________________
 FE2774  X           -     103,943.550 (meters)                     COMP
 FE2774  Y           -  -5,168,988.706 (meters)                     COMP
 FE2774  Z           -   3,722,766.720 (meters)                     COMP
 FE2774  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2774  ELLIP HEIGHT-          79.21  (meters)          (02/20/01) GPS OBS
 FE2774  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2774
 FE2774  HORZ ORDER  -  FIRST
 FE2774  ELLP ORDER  -  SECOND    CLASS I
 FE2774
 FE2774.This mark is at Gibson County Airport (TGC)
 FE2774
 FE2774.The horizontal coordinates were established by GPS observations
 FE2774.and adjusted by the National Geodetic Survey in February 2001..
 FE2774
 FE2774.The orthometric height was determined by GPS observations and a
 FE2774.high-resolution geoid model.
 FE2774
 FE2774.GPS derived orthometric heights for airport stations designated as
 FE2774.PACS or SACS are published to 2 decimal places.  This maintains
 FE2774.centimeter relative accuracy between the PACS and SACS.  It does
 FE2774.not indicate centimeter accuracy relative to other marks which are
 FE2774.part of the NAVD 88 network.
 FE2774
 FE2774.Photographs are available for this station.
 FE2774
 FE2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2774
 FE2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2774
 FE2774.The ellipsoidal height was determined by GPS observations
 FE2774.and is referenced to NAD 83.
 FE2774
 FE2774.The geoid height was determined by GEOID03.
 FE2774
 FE2774;                    North         East     Units Scale Factor Converg.
 FE2774;SPC TN       -   181,893.996   343,066.396   MT  0.99995007   -1 40 02.4
 FE2774;SPC TN       -   596,763.89  1,125,543.67   sFT  0.99995007   -1 40 02.4
 FE2774;UTM  16      - 3,978,768.780   333,307.920   MT  0.99994239   -1 05 05.6
 FE2774
 FE2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2774!SPC TN       -   0.99998757  x   0.99995007  =   0.99993764
 FE2774!UTM  16      -   0.99998757  x   0.99994239  =   0.99992996
 FE2774
 FE2774:                Primary Azimuth Mark                     Grid Az
 FE2774:SPC TN       -  GIBSPORT                                 190 18 39.5
 FE2774:UTM  16      -  GIBSPORT                                 189 43 42.7
 FE2774
 FE2774|---------------------------------------------------------------------|
 FE2774| PID    Reference Object                     Distance      Geod. Az  |
 FE2774|                                                           dddmmss.s |
 FE2774| FE2773 GIBSPORT                            APPROX. 0.6 KM 1883837.1 |
 FE2774|---------------------------------------------------------------------|
 FE2774
 FE2774                          SUPERSEDED SURVEY CONTROL
 FE2774
 FE2774  NAD 83(1995)-  35 56 20.66142(N)    088 50 52.76933(W) AD(       ) 3
 FE2774  ELLIP H (04/12/99)   79.35   (m)                       GP(       ) 4 1
 FE2774  NAD 83(1995)-  35 56 20.66124(N)    088 50 52.76985(W) AD(       ) 3
 FE2774  NGVD 29 (09/17/90)  107.7    (m)          353.     (f) GPS OBS        
 FE2774
 FE2774.Superseded values are not recommended for survey control.
 FE2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2774.See file dsdata.txt to determine how the superseded data were derived.
 FE2774
 FE2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3330878769(NAD 83)
 FE2774_MARKER: I = METAL ROD
 FE2774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2774_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2774_STAMPING: GIBSPORT AZ MK 1987
 FE2774_MARK LOGO: NONE  
 FE2774_PROJECTION: RECESSED 5 CENTIMETERS
 FE2774_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2774+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE2774_ROD/PIPE-DEPTH: 7.01 meters
 FE2774_SLEEVE-DEPTH  : 0.90 meters
 FE2774
 FE2774  HISTORY     - Date     Condition        Report By
 FE2774  HISTORY     - 1987     MONUMENTED       NGS
 FE2774  HISTORY     - 19890711 GOOD
 FE2774  HISTORY     - 1999     GOOD             LOWE
 FE2774
 FE2774                          STATION DESCRIPTION
 FE2774
 FE2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2774'5/60 MILES WESTERLY ALONG STATE HIGHWAYS 77 AND 1.4 FROM THE RAILROAD
 FE2774'CROSSING OF THE MAIN TRACKS OF FOUR TRACKS OF THE SEABOARD RAILROAD IN
 FE2774'MILAN, TO THE JUNCTION OF THE AIRPORT ENTRANCE RAVE DRIVE, THENCE 0.55
 FE2774'MILE SOUTH ALONG AIRPORT ENTRANCE PAVED DRIVE TO THE OFFICE OF
 FE2774'GIBSON COUNTY AIRPORT, THENCE 0.10 MILE NORTHEAST ALONG TAXIWAY
 FE2774'THENCE 0.25 MILE NORTH ALONG TAXIWAY TO END OF RUNWAY AND MARK ON
 FE2774'LEFT A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 23.0 FEET OF REFUSAL
 FE2774'4 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 FE2774'PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED
 FE2774'GIBSPORT AZ MK 1987, 2 INCHES BELOW GROUND, WITH A REBAR IN CONCRETE,
 FE2774'557.0 FEET WEST OF WEST EDGE OF EXTENDED EDGE OF RUNWAY, 25.0 FEET
 FE2774'NORTH OF NORTH EDGE OF TAXIWAY CROSSOVER, 49.5 FEET NORTHWEST OF
 FE2774'THE MOST WESTERLY ONE OF THREE RUN LIGHTS ON WEST SIDE OF RUNWAY
 FE2774'22.0 FEET NORTHEAST OF A STEEL PIPE FOR A SQUARE GUIDANCE APPROACH
 FE2774'LIGHT AND 1.0 FOOT SOUTH OF A FIBERGLASS WITNESS POST.
 FE2774
 FE2774                          STATION RECOVERY (1989)
 FE2774
 FE2774'RECOVERED 1989
 FE2774'RECOVERED IN GOOD CONDITION.
 FE2774
 FE2774                          STATION RECOVERY (1999)
 FE2774
 FE2774'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2774'RECOVERED 1999
 FE2774'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2774'SECONDARY AIRPORT CONTROL STATION.
 FE2774' 
 FE2774' 
 FE2774'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1461 ***********************************************************************
 FD1461  DESIGNATION -  GIL
 FD1461  PID         -  FD1461
 FD1461  STATE/COUNTY-  TN/MARSHALL
 FD1461  USGS QUAD   -  LEWISBURG (1981)
 FD1461
 FD1461                         *CURRENT SURVEY CONTROL
 FD1461  ___________________________________________________________________
 FD1461* NAD 83(1995)-  35 23 05.42625(N)    086 45 41.14740(W)     ADJUSTED  
 FD1461* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 FD1461  ___________________________________________________________________
 FD1461  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FD1461  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD1461
 FD1461  HORZ ORDER  -  SECOND
 FD1461
 FD1461.The horizontal coordinates were established by classical geodetic methods
 FD1461.and adjusted by the National Geodetic Survey in April 1999..
 FD1461
 FD1461.The orthometric height was scaled from a topographic map.
 FD1461
 FD1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1461
 FD1461.The geoid height was determined by GEOID03.
 FD1461
 FD1461;                    North         East     Units Scale Factor Converg.
 FD1461;SPC TN       -   116,933.581   530,819.627   MT  0.99997894   -0 26 44.8
 FD1461;SPC TN       -   383,639.59  1,741,530.73   sFT  0.99997894   -0 26 44.8
 FD1461;UTM  16      - 3,915,747.906   521,667.526   MT  0.99960579   +0 08 17.3
 FD1461
 FD1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1461!SPC TN       -   0.99994455  x   0.99997894  =   0.99992349
 FD1461!UTM  16      -   0.99994455  x   0.99960579  =   0.99955036
 FD1461
 FD1461|---------------------------------------------------------------------|
 FD1461| PID    Reference Object                     Distance      Geod. Az  |
 FD1461|                                                           dddmmss.s |
 FD1461| CG5869 GIL RM 2                            173.958 METERS 21407     |
 FD1461| CG5867 GIL AZ MK                                          2285342.4 |
 FD1461| CG5868 GIL RM 1                            132.516 METERS 24013     |
 FD1461| FD1464 FOWLER                              APPROX. 5.0 KM 2503223.5 |
 FD1461| FD1462 LEWISBURG MUNICIPAL TANK            APPROX. 7.9 KM 3384750.8 |
 FD1461|---------------------------------------------------------------------|
 FD1461
 FD1461                          SUPERSEDED SURVEY CONTROL
 FD1461
 FD1461  NAD 83(1995)-  35 23 05.42976(N)    086 45 41.14792(W) AD(       ) 2
 FD1461  NAD 83(1995)-  35 23 05.43038(N)    086 45 41.14894(W) AD(       ) 2
 FD1461  NAD 83(1986)-  35 23 05.43613(N)    086 45 41.14749(W) AD(       ) 2
 FD1461  NAD 27      -  35 23 05.16400(N)    086 45 41.15000(W) AD(       ) 2
 FD1461
 FD1461.Superseded values are not recommended for survey control.
 FD1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1461.See file dsdata.txt to determine how the superseded data were derived.
 FD1461
 FD1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2166815748(NAD 83)
 FD1461_MARKER: DS = TRIANGULATION STATION DISK
 FD1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1461
 FD1461  HISTORY     - Date     Condition        Report By
 FD1461  HISTORY     - 1934     MONUMENTED       CGS
 FD1461  HISTORY     - 1962     GOOD             CGS
 FD1461  HISTORY     - 1972     GOOD             NGS
 FD1461
 FD1461                          STATION DESCRIPTION
 FD1461
 FD1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1461'ABOUT 4.5 MILES SOUTH-SOUTHEAST OF LEWISBURG, 0.25 MILE NORTHEAST OF
 FD1461'GILS CHAPEL
 FD1461'CHURCH, AND ON HIGH CLEARED FIELD ON PROPERTY OF T LEE
 FD1461'THOMPSON OF LEWISBURG.  TO
 FD1461'REACH FROM COURTHOUSE IN LEWISBURG, GO
 FD1461'SOUTH 0.75 MILE ON ROUTE 11 TO LEFT FORK AT
 FD1461'SIGN LEWISBURG 0.5,
 FD1461'FOLLOW THIS ROAD 4.0 MILES AND TURN LEFT AT TOP OF GRADE, GO
 FD1461'1.2 MILES,
 FD1461'FOLLOW LEFT FORK 0.3 MILE TO HOME OF FLETCHER FINLEY ON LEFT,
 FD1461'TURN LEFT JUST BEYOND
 FD1461'HOUSE, THEN RIGHT THROUGH GATE, AND FOLLOW DIM
 FD1461'ROAD ACROSS PASTURE TO METAL GATE AND
 FD1461'CONTINUE TO HIGHEST PART OF
 FD1461'FIELD AND STATION SITE.  STATION IS IN CENTER OF AND ON
 FD1461'HIGHEST PART OF
 FD1461'FIELD, MIDWAY BETWEEN EAST-AND-WEST SLOPING SIDE OF FIELD, AND
 FD1461'ABOUT 40 FEET NORTH
 FD1461'OF CENTERLINE OF ENTRANCE PROJECTED.  UNDERGROUND
 FD1461'MARK IS STANDARD STATION DISK IN
 FD1461'CONCRETE.  REFERENCE AND
 FD1461'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1461'CONCRETE.  NO
 FD1461'1 IS 1 FOOT WEST OF WIRE FENCE, 130 FEET NORTH OF ENTRANCE TO
 FD1461'FIELD, AND 435.62
 FD1461'FEET FROM STATION.  NO 2
 FD1461'IS 128 FEET SOUTH OF ENTRANCE
 FD1461'TO FIELD, 1 FOOT EAST OF FENCE INSIDE
 FD1461'FIELD, 2.5 FEET NORTHEAST OF CORNER FENCE POST,
 FD1461'38.5 FEET SOUTHWEST
 FD1461'OF 24-INCH STUMP INSIDE FIELD, AND 571.60 FEET FROM STATION.
 FD1461'AZIMUTH MARK IS ON WEST SIDE OF ROAD,
 FD1461'ACROSS HOLLOW WEST OF STATION, 10
 FD1461'FEET SOUTH OF SOUTHEAST CORNER OF
 FD1461'OLD BUILDING, ABOUT 150 YARDS NORTH OF GILS CHAPEL
 FD1461'CHURCH, 20 FEET
 FD1461'NORTHEAST OF 14-INCH TREE IN LINE WITH MARK AND STATION, AND 0.25
 FD1461'MILE FROM STATION
 FD1461'S 48 DEG 54 MIN W.  AZIMUTH FROM
 FD1461'STATION TO LEWISBURG, MUNICIPAL
 FD1461'WATER TANK (BLACK) DISTANT 4.9 MILES,
 FD1461'N 21 DEG 12 MIN W.
 FD1461
 FD1461                          STATION RECOVERY (1962)
 FD1461
 FD1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1461'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1461'THE ORIGINAL
 FD1461'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 FD1461'COMPLETE DESCRIPTION.
 FD1461'
 FD1461'THE STATION IS ON A HIGH, CLEARED HILL IN PERMANENT PASTURE LAND
 FD1461'OWNED BY MR RALPH
 FD1461'CHAPMAN, ABOUT 4.5 MILES SOUTH-SOUTHEAST OF LEWISBURG AND 0.25
 FD1461'MILE NORTHEAST OF THE
 FD1461'GILS CHAPEL CEMETERY.  (THIS WAS THE ORIGINAL
 FD1461'SITE OF THE OLD GILS CHAPEL CHURCH).
 FD1461'
 FD1461'TO REACH FROM THE SOUTHWEST CORNER OF THE MARSHALL COUNTY COURTHOUSE
 FD1461'SQUARE IN LEWISBURG, GO
 FD1461'SOUTH ON U S HIGHWAY 31A FOR 0.6 MILE TO YELL ROAD ON
 FD1461'THE LEFT JUST AFTER CROSSING A
 FD1461'CONCRETE BRIDGE OVER ROCK CREEK.  HERE
 FD1461'BEAR LEFT ON YELL ROAD (THIS IS OLD STATE ROUTE
 FD1461'11) AND CONTINUE
 FD1461'SOUTHERLY FOR 0.95 MILE TO AN OILED CROSSROAD, CONTINUE STRAIGHT
 FD1461'AHEAD CROSSING
 FD1461'OVER THIS OILED ROAD AND GO SOUTHERLY FOR 3.3 MILES TO
 FD1461'A GRAVELED T ROAD LEFT AT THE
 FD1461'SUMMIT OF A HIGH HILL.  HERE TURN LEFT,
 FD1461'EASTERLY, ON THIS GRAVELED ROAD AND GO 1.25
 FD1461'MILES TO A T ROAD RIGHT,
 FD1461'CONTINUE EASTERLY FOR 0.3 MILE TO THE HOME OF MR RALPH CHAPMAN
 FD1461'ON THE LEFT AND A
 FD1461'GRAVELED T ROAD ON THE LEFT BETWEEN THE CHAPMAN HOME AND
 FD1461'BARN.  HERE PASS THROUGH A
 FD1461'WOODEN GATE IN THE SOUTHWEST CORNER OF THE
 FD1461'BARN LOT, PASS EAST OF BARN, THROUGH ANOTHER
 FD1461'WOODEN GATE, AND GO
 FD1461'NORTH AND EAST ACROSS PASTURE FOR 0.25 MILE TO A WIRE GATE IN A
 FD1461'NORTH-SOUTH
 FD1461'FENCE, PASS THROUGH THIS WIRE GATE AND CONTINUE
 FD1461'NORTHEASTERLY ON TRACK ROAD
 FD1461'ACROSS PASTURE FOR ABOUT 0.1 MILE TO THE
 FD1461'SUMMIT OF THE HILL AND THE STATION.
 FD1461'
 FD1461'THE STATION IS 293 FEET NORTH OF A BRACE IN AN EAST-WEST FENCE LINE
 FD1461'JUST WEST OF A LARGE MAPLE
 FD1461'TREE, 253 FEET WEST OF A JOGGED FENCE CORNER AND 1.3
 FD1461'FEET WEST OF A METAL WITNESS POST
 FD1461'AND SIGN.  IT IS A STANDARD DISK
 FD1461'SET IN THE TOP OF A ROUND MASS OF CEMENT ABOUT 18
 FD1461'INCHES IN DIAMETER
 FD1461'AND 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FD1461'STAMPED GIL 1934.
 FD1461'
 FD1461'REFERENCE MARK NO 1 IS 132 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1461'THE WIRE GATE IN THE
 FD1461'NORTH-SOUTH FENCE LINE AND 1 FOOT WEST OF THE FENCE.  IT
 FD1461'IS A STANDARD DISK SET IN THE
 FD1461'TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1461'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1461'STAMPED GIL NO 1
 FD1461'1934.
 FD1461'
 FD1461'REFERENCE MARK NO 2 IS 130 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1461'THE WIRE GATE IN
 FD1461'THE NORTH-SOUTH FENCE LINE, 18 FEET NORTH OF A T
 FD1461'FENCE CORNER POST AND 1 FOOT EAST
 FD1461'OF A FENCE.  IT IS A STANDARD DISK
 FD1461'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1461'MONUMENT THAT PROJECTS
 FD1461'4 INCHES AND THE DISK IS STAMPED GIL NO 2 1934.
 FD1461'
 FD1461'THE AZIMUTH MARK IS AT THE WEST EDGE OF A SMALL, CRESCENT SHAPED
 FD1461'PASTURE, 92 FEET NORTH OF
 FD1461'A 20-INCH, FORKED, ELM TREE, 86 FEET NORTHEAST OF A
 FD1461'12-INCH MAPLE TREE AT THE EAST
 FD1461'EDGE OF THE OLD CHURCHYARD, 25 FEET
 FD1461'EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FD1461'ROAD, AND 1 FOOT EAST OF
 FD1461'A FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1461'OF A 12-INCH,
 FD1461'SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FD1461'DISK IS STAMPED GIL AZI
 FD1461'1934.
 FD1461'
 FD1461'TO REACH THE AZIMUTH MARK FROM MR RALPH CHAPMANS HOME, CONTINUE
 FD1461'EASTERLY ON THE GRAVELED
 FD1461'ROAD FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT, SOUTH, ON
 FD1461'THIS GRAVELED ROAD AND GO
 FD1461'0.1 MILE TO THE ORIGINAL SITE OF THE OLD
 FD1461'GILS CHAPEL CHURCH AND THE OLD CEMETERY ON
 FD1461'THE RIGHT AND THE MARK ON
 FD1461'THE LEFT AS DESCRIBED.
 FD1461'
 FD1461'NOTE-A CAIRN ABOUT 2 FEET IN DIAMETER AND 2.5 FEET HIGH WAS BUILT
 FD1461'DIRECTLY OVER THE STATION
 FD1461'MARK TO AID IN RECOVERY.
 FD1461
 FD1461                          STATION RECOVERY (1972)
 FD1461
 FD1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD1461'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FD1461'CONDITION.
 FD1461'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES.
 FD1461'THE STATION WAS OCCUPIED AND
 FD1461'THE HORIZONTAL ANGLES OBSERVED BETWEEN
 FD1461'TSFS LOT 5-15 AND THE REFERENCE MARKS.  THE
 FD1461'HORIZONTAL ANGLE OBSERVED
 FD1461'THIS DATE BETWEEN THE REFERENCE MARKS, CHECKED THE 1934 VALUE
 FD1461'WELL WITHIN THE
 FD1461'REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED UPON THE
 FD1461'REFERENCE MARKS, AND SLOPE
 FD1461'DISTANCES MEASURED WITH EDM EQUIPMENT.
 FD1461'WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY
 FD1461'OF -0.857 FEET AND
 FD1461'-0.261 METERS WAS NOTED FOR REFERENCE MARK NO 1 AND -0.873 FEET
 FD1461'AND -0.266
 FD1461'METERS WAS NOTED FOR REFERENCE MARK NO 2.  DUE TO TREES AND A
 FD1461'FENCE ON LINE BETWEEN THE
 FD1461'REFERENCE MARKS, THEY COULD NOT BE OBSERVED
 FD1461'OR MEASURED BETWEEN.
 FD1461'
 FD1461'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1461'
 FD1461'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF LEWISBURG,
 FD1461'ABOUT 0.25 OF A
 FD1461'MILE NORTHEAST OF THE GIL CHAPEL CEMETERY, ON THE
 FD1461'SUMMIT OF A HIGH, CLEARED, HILL IN
 FD1461'PERMANENT PASTURE LAND, AND IS ON
 FD1461'THE PROPERTY OF MR RALPH CHAPMAN, WHO GAVE PERMISSION
 FD1461'TO OCCUPY.
 FD1461'
 FD1461'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE MARSHALL COUNTY
 FD1461'COURTHOUSE IN
 FD1461'LEWISBURG, GO SOUTH ON U S HIGHWAY 31A (THIS IS SECOND
 FD1461'AVENUE) FOR 0.6 OF A MILE TO
 FD1461'YELL ROAD ON THE LEFT JUST AFTER
 FD1461'CROSSING A CONCRETE BRIDGE OVER ROCK CREEK.
 FD1461'HERE BEAR LEFT ON YELL
 FD1461'ROAD (OLD STATE ROUTE 11) AND CONTINUE SOUTHERLY FOR 0.95 OF A
 FD1461'MILE TO STATE BY
 FD1461'PASS 11.  CROSS OVER BY PASS 11 AND CONTINUE SOUTHERLY ON
 FD1461'SECONDARY HIGHWAY 4318 FOR 3.1
 FD1461'MILES TO A GRAVELED T ROAD LEFT AT THE
 FD1461'SUMMIT OF A HIGH HILL AND A SIGN ON THE LEFT FIRE
 FD1461'TOWER.  HERE TURN
 FD1461'LEFT ON THIS GRAVELED ROAD AND GO EASTERLY FOR 1.25 MILES TO A
 FD1461'GRAVELED T ROAD
 FD1461'ON THE RIGHT, CONTINUE STRAIGHT AHEAD, EASTERLY ON
 FD1461'THE GRAVELED ROAD FOR 0.3 OF A
 FD1461'MILE TO A GRAVELED T ROAD ON THE LEFT
 FD1461'AND THE HOME OF MR RALPH CHAPMAN IN THE NORTHWEST
 FD1461'ANGLE.  HERE TURN
 FD1461'LEFT ON THE GRAVELED ROAD AND GO NORTHERLY FOR ABOUT 100 FEET TO A
 FD1461'METAL GATE ON THE
 FD1461'RIGHT NEAR THE SOUTHWEST CORNER OF A BARN.  TURN
 FD1461'RIGHT, PASSING THROUGH THIS GATE AND
 FD1461'GO EASTERLY ALONG THE SOUTH EDGE
 FD1461'OF THE BARN, THENCE LEFT, NORTHERLY AND WESTERLY
 FD1461'BETWEEN TWO BARNS,
 FD1461'THENCE BACK NORTH ALONG THE WEST SIDE OF A BARN TO A METAL GATE
 FD1461'NEAR THE
 FD1461'NORTHWEST CORNER.  HERE PASS THROUGH THIS GATE AND FOLLOW TRACK
 FD1461'ROAD NORTH AND EAST
 FD1461'ACROSS PASTURE FOR A TOTAL OF ABOUT 0.25 OF A
 FD1461'MILE TO A GATE IN A NORTH-SOUTH FENCE,
 FD1461'PASS THROUGH THIS GATE AND
 FD1461'PICK WAY NORTHEASTERLY ACROSS OPEN PASTURE FOR ABOUT 0.1
 FD1461'OF A MILE TO THE
 FD1461'SUMMIT OF THE HILL AND THE STATION AS DESCRIBED.
 FD1461'
 FD1461'THE STATION IS 306 FEET NORTH OF A FENCE JUST NORTH OF A 30-INCH
 FD1461'BLACK MAPLE TREE,
 FD1461'253 FEET WEST OF A FENCE CORNER POST AT A JOG IN
 FD1461'THE FENCE FROM NORTH TO EAST, 1.0
 FD1461'FOOT SOUTH OF A METAL WITNESS POST
 FD1461'AND SIGN, AND DIRECTLY UNDER A SMALL CAIRN.  IT IS A
 FD1461'STANDARD DISK
 FD1461'SET IN THE TOP OF AN 18-INCH, ROUND, CONCRETE MONUMENT ABOUT 10
 FD1461'INCHES BELOW THE
 FD1461'SURFACE AND THE DISK IS STAMPED GIL 1934.
 FD1461'
 FD1461'REFERENCE MARK NO 1 IS 134 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FD1461'GATE AT THE TRACK
 FD1461'ROAD, 41 FEET NORTH OF AN 8-INCH, FORKED TRUNKED,
 FD1461'HACKBERRY TREE IN OLD FENCE LINE, 4
 FD1461'FEET SOUTH-SOUTHWEST OF A 6-INCH
 FD1461'HACKBERRY TREE, 1.5 FEET WEST OF THE OLD FENCE LINE,
 FD1461'AND 1.0 FOOT
 FD1461'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 FD1461'THE TOP OF A
 FD1461'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 FD1461'INCHES AND THE DISK IS STAMPED
 FD1461'GIL NO 1 1934.
 FD1461'
 FD1461'REFERENCE MARK NO 2 IS 131 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FD1461'GATE AT THE TRACK
 FD1461'ROAD, 39 FEET SOUTH OF A 16-INCH BLACK WALNUT TREE,
 FD1461'17 FEET NORTH OF A T FENCE CORNER
 FD1461'POST, 1.5 FEET EAST OF AN OLD
 FD1461'FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 FD1461'AND SIGN.  IT IS A
 FD1461'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT
 FD1461'THAT PROJECTS 8
 FD1461'INCHES AND THE DISK IS STAMPED GIL NO 2 1934.
 FD1461'
 FD1461'THE AZIMUTH MARK IS 95 FEET NORTH AND ACROSS A GRAVELED ROAD FROM A
 FD1461'METAL GATE LEADING
 FD1461'INTO A PICNIC AREA, 69 FEET SOUTHEAST OF A SMALL
 FD1461'PEDESTRIAN GATE AT THE SOUTHEAST
 FD1461'CORNER OF FORESTRY SERVICE GARAGE,
 FD1461'21 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1461'GRAVELED ROAD, 1.5 FEET
 FD1461'WEST OF A WOVEN WIRE FENCE, AND 1.2 FEET NORTH OF A METAL
 FD1461'WITNESS POST
 FD1461'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1461'OF A 12-INCH, SQUARE,
 FD1461'CONCRETE MONUMENT THAT PROJECTS 12 INCHES ADN
 FD1461'THE DISK IS STAMPED GIL AZI 1934.
 FD1461'
 FD1461'TO REACH THE AZIMUTH MARK FROM THE GRAVELED T ROAD LEFT AT THE
 FD1461'CHAPMAN HOMESITE,
 FD1461'CONTINUE EASTERLY ON A GRAVELED ROAD FOR 0.05 OF A
 FD1461'MILE TO A GRAVELED T ROAD RIGHT.
 FD1461'HERE TURN RIGHT ON THIS GRAVELED
 FD1461'ROAD AND GO SOUTHERLY FOR ABOUT 0.1 OF A MILE TO A
 FD1461'FIRE TOWER AND OLD
 FD1461'CEMETERY ON THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1516 ***********************************************************************
 GD1516  DESIGNATION -  GILL DOVE
 GD1516  PID         -  GD1516
 GD1516  STATE/COUNTY-  TN/WEAKLEY
 GD1516  USGS QUAD   -  MARTIN (1983)
 GD1516
 GD1516                         *CURRENT SURVEY CONTROL
 GD1516  ___________________________________________________________________
 GD1516* NAD 83(1995)-  36 17 55.79357(N)    088 50 45.28162(W)     ADJUSTED  
 GD1516* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 GD1516  ___________________________________________________________________
 GD1516  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GD1516  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1516
 GD1516  HORZ ORDER  -  THIRD
 GD1516
 GD1516.The horizontal coordinates were established by classical geodetic methods
 GD1516.and adjusted by the National Geodetic Survey in April 1999..
 GD1516
 GD1516.The orthometric height was scaled from a topographic map.
 GD1516
 GD1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1516
 GD1516.The geoid height was determined by GEOID03.
 GD1516
 GD1516;                    North         East     Units Scale Factor Converg.
 GD1516;SPC TN       -   221,789.509   344,414.506   MT  0.99998122   -1 39 58.0
 GD1516;SPC TN       -   727,654.41  1,129,966.59   sFT  0.99998122   -1 39 58.0
 GD1516;UTM  16      - 4,018,674.984   334,253.649   MT  0.99993849   -1 05 34.9
 GD1516
 GD1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1516!SPC TN       -   0.99998308  x   0.99998122  =   0.99996430
 GD1516!UTM  16      -   0.99998308  x   0.99993849  =   0.99992157
 GD1516
 GD1516|---------------------------------------------------------------------|
 GD1516| PID    Reference Object                     Distance      Geod. Az  |
 GD1516|                                                           dddmmss.s |
 GD1516| CG3372 GILL DOVE RM 1                       20.359 METERS 02137     |
 GD1516| GD1501 SHARON MUNICIPAL TANK               APPROX. 7.6 KM 1655014.3 |
 GD1516| CG3373 GILL DOVE RM 2                       17.530 METERS 31310     |
 GD1516| GD1521 MARTIN TVA STACK                    APPROX. 4.8 KM 3565321.4 |
 GD1516| GD1519 MARTIN MUNICIPAL TANK               APPROX. 4.8 KM 3572131.9 |
 GD1516| GD1517 MARTIN FIRST METH CHURCH SPIRE      APPROX. 4.9 KM 3581700.7 |
 GD1516| GD0334 W 173                                              3592352.7 |
 GD1516|---------------------------------------------------------------------|
 GD1516
 GD1516                          SUPERSEDED SURVEY CONTROL
 GD1516
 GD1516  NAD 83(1995)-  36 17 55.79483(N)    088 50 45.28319(W) AD(       ) 3
 GD1516  NAD 83(1995)-  36 17 55.79592(N)    088 50 45.28407(W) AD(       ) 3
 GD1516  NAD 83(1986)-  36 17 55.80639(N)    088 50 45.28040(W) AD(       ) 3
 GD1516  NAD 27      -  36 17 55.57650(N)    088 50 45.06290(W) AD(       ) 3
 GD1516
 GD1516.Superseded values are not recommended for survey control.
 GD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1516.See file dsdata.txt to determine how the superseded data were derived.
 GD1516
 GD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3425418675(NAD 83)
 GD1516_MARKER: DS = TRIANGULATION STATION DISK
 GD1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1516
 GD1516  HISTORY     - Date     Condition        Report By
 GD1516  HISTORY     - 1959     MONUMENTED       CGS
 GD1516  HISTORY     - 1967     GOOD             CGS
 GD1516  HISTORY     - 1971     GOOD             TNHD
 GD1516
 GD1516                          STATION DESCRIPTION
 GD1516
 GD1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1516'THE STATION IS ABOUT 5 MILES NORTH OF SHARON, ABOUT 3 MILES SOUTH OF
 GD1516'MARTIN, ABOUT 0.3 MILE SOUTHWEST OF THE ENTRANCE TO THE GILL DOVE
 GD1516'AIRPORT AND ON THE PROPERTY OF MR. RALPH WOOD.  IT IS 155 FEET
 GD1516'NORTH OF A WOODEN GATE AND 3 FEET SOUTH OF THE SOUTH EDGE OF A
 GD1516'POND.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GILL DOVE
 GD1516'1959.
 GD1516'
 GD1516'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MARTIN, GO
 GD1516'SOUTHERLY FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO WEST ON
 GD1516'STATE HIGHWAY 22 FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GD1516'SOUTHERLY ON U.S. HIGHWAY 45E FOR 2.5 MILES TO BENCH MARK W 173 ON
 GD1516'THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 45E FOR 0.25 MILE TO THE
 GD1516'NORTH ENTRANCE TO THE GILL DOVE AIRPORT.  CONTINUE SOUTH ON HIGHWAY
 GD1516'45E FOR 0.25 MILE TO A DRIVEWAY ON THE
 GD1516'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY
 GD1516'FOR 0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH
 GD1516'THE GATE AND THEN TURN RIGHT AND GO ABOUT 50 FEET TO A GATE.  PASS
 GD1516'THROUGH THE GATE AND GO NORTHERLY FOR ABOUT 0.05 MILE TO A POND
 GD1516'AND THE STATION AS DESCRIBED.
 GD1516'
 GD1516'REFERENCE MARK 1 IS 216 FEET NORTH OF THE WOODEN GATE AND 3 FEET EAST
 GD1516'OF THE EAST EDGE OF THE POND.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1516'STAMPED GILL DOVE NO 1 1959.
 GD1516'
 GD1516'REFERENCE MARK 2 IS 196 FEET NORTH OF THE WOODEN GATE AND 2 FEET WEST
 GD1516'OF THE WEST EDGE OF THE POND.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1516'STAMPED GILL DOVE NO 2 1959.
 GD1516'
 GD1516'BENCH MARK W 173 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD1516'MARK DISK STAMPED W 173 1948 SET IN THE TOP OF A ROUND CONCRETE POST
 GD1516'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 32
 GD1516'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 45E, 2 FEET SOUTH OF A
 GD1516'WHITE WITNESS POST, 1 FOOT EAST OF A WIRE FENCE AND 1 FOOT SOUTH
 GD1516'OF A WITNESS POST.
 GD1516'
 GD1516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GD1516
 GD1516                          STATION RECOVERY (1967)
 GD1516
 GD1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1516'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1516'WITH THE
 GD1516'FOLLOWING ADDED NOTATION.
 GD1516'
 GD1516'THIS STATION IS NOW 1.1 FEET EAST OF A METAL WITNESS POST AND SIGN.
 GD1516'
 GD1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3.0 MILES
 GD1516'SOUTH OF MARTIN.
 GD1516
 GD1516                          STATION RECOVERY (1971)
 GD1516
 GD1516'RECOVERY NOTE BY TN HIGHWAY DEPT 1971 (RED)
 GD1516'GILL DOVE 1959 RECOVERED IN GOOD CONDITION.
 GD1516'W-173 1948 RECOVERED IN GOOD CONDITION-AZIMUTH MARK.
 GD1516'
 GD1516'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. SOUTH OF MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2500 ***********************************************************************
 FE2500  DESIGNATION -  GILLESPIE
 FE2500  PID         -  FE2500
 FE2500  STATE/COUNTY-  TN/FAYETTE
 FE2500  USGS QUAD   -  MOSCOW (1965)
 FE2500
 FE2500                         *CURRENT SURVEY CONTROL
 FE2500  ___________________________________________________________________
 FE2500* NAD 83(1995)-  35 07 14.02849(N)    089 28 31.01041(W)     ADJUSTED  
 FE2500* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 FE2500  ___________________________________________________________________
 FE2500  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FE2500  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2500
 FE2500  HORZ ORDER  -  FIRST
 FE2500
 FE2500.The horizontal coordinates were established by classical geodetic methods
 FE2500.and adjusted by the National Geodetic Survey in April 1999..
 FE2500
 FE2500.The orthometric height was scaled from a topographic map.
 FE2500
 FE2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2500
 FE2500.The geoid height was determined by GEOID03.
 FE2500
 FE2500;                    North         East     Units Scale Factor Converg.
 FE2500;SPC TN       -    92,968.236   283,272.564   MT  1.00002536   -2 02 04.4
 FE2500;SPC TN       -   305,013.29    929,370.07   sFT  1.00002536   -2 02 04.4
 FE2500;UTM  16      - 3,889,217.354   274,434.429   MT  1.00022710   -1 25 28.7
 FE2500
 FE2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2500!SPC TN       -   0.99998016  x   1.00002536  =   1.00000552
 FE2500!UTM  16      -   0.99998016  x   1.00022710  =   1.00020726
 FE2500
 FE2500:                Primary Azimuth Mark                     Grid Az
 FE2500:SPC TN       -  WILLISTON LOT WT 29                      079 55 13.0
 FE2500:UTM  16      -  WILLISTON LOT WT 29                      079 18 37.3
 FE2500
 FE2500|---------------------------------------------------------------------|
 FE2500| PID    Reference Object                     Distance      Geod. Az  |
 FE2500|                                                           dddmmss.s |
 FE2500| FE2498 WILLISTON LOT WT 29                 APPROX.11.8 KM 0775308.6 |
 FE2500| CG3376 GILLESPIE RM 1                       28.435 METERS 15716     |
 FE2500| CG3375 GILLESPIE AZ MK RESET                              2314124.6 |
 FE2500| CG3377 GILLESPIE RM 2                      111.020 METERS 26016     |
 FE2500| CG3378 GILLESPIE RM 3                       38.048 METERS 28817     |
 FE2500| FE2536 MACON RAD STA KID 58 MAST           APPROX. 6.0 KM 3320625.8 |
 FE2500|---------------------------------------------------------------------|
 FE2500
 FE2500                          SUPERSEDED SURVEY CONTROL
 FE2500
 FE2500  NAD 83(1995)-  35 07 14.02831(N)    089 28 31.00986(W) AD(       ) 1
 FE2500  NAD 83(1995)-  35 07 14.02824(N)    089 28 31.00999(W) AD(       ) 1
 FE2500  NAD 83(1986)-  35 07 14.04121(N)    089 28 31.01016(W) AD(       ) 1
 FE2500  NAD 27      -  35 07 13.72000(N)    089 28 30.73700(W) AD(       ) 1
 FE2500
 FE2500.Superseded values are not recommended for survey control.
 FE2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2500.See file dsdata.txt to determine how the superseded data were derived.
 FE2500
 FE2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7443489217(NAD 83)
 FE2500_MARKER: DS = TRIANGULATION STATION DISK
 FE2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2500
 FE2500  HISTORY     - Date     Condition        Report By
 FE2500  HISTORY     - 1914     MONUMENTED       CGS
 FE2500  HISTORY     - 1934     GOOD             CGS
 FE2500  HISTORY     - 1958     GOOD             CGS
 FE2500  HISTORY     - 1958     GOOD             CGS
 FE2500
 FE2500                          STATION DESCRIPTION
 FE2500
 FE2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2500'ABOUT 8 MILES NORTHEAST OF ROSSVILLE, ABOUT 7 MILES NORTHWEST OF
 FE2500'MOSCOW, 3 MILES SOUTHEAST OF MACON, 1/2 MILE NORTHEAST OF MOUNT ZION
 FE2500'CHURCH, ON PROPERTY OWNED BY HERMAN FARLEY OF ROSSVILLE (FORMERLY
 FE2500'OWNED BY MRS. A.H. GILLESPIE), ON HIGHEST POINT OF PROMINENT
 FE2500'KNOLL ON THE GILLESPIE PLANTATION, AND ABOUT 3/4 MILE NORTHWEST OF
 FE2500'THE GILLESPIE HOUSE.  TO REACH FROM HOLLY SPRINGS, MISS., GO NORTH
 FE2500'13.8 MILES ON ROUTE 7 TO SLAYDEN, TURN LEFT (WEST), GO 4.5 MILES TO
 FE2500'MOUNT PLEASANT, TURN RIGHT, FOLLOW MAIN ROAD NORTH 0.6 MILE TO
 FE2500'T-ROAD, TURN LEFT ONTO MAIN ROAD, GO NORTH 5.35 MILES TO
 FE2500'EAST-AND-WEST CROSSROAD (ROUTE 57), TURN LEFT ONTO ROUTE 57, GO WEST
 FE2500'1.85 MILES TO ROSSVILLE, TURN RIGHT, FOLLOW MAIN GRAVEL ROAD 6.05
 FE2500'MILES TO TWO T-ROADS TO RIGHT (ONE ANGLING OFF TO SOUTHEAST, THE
 FE2500'OTHER TO NORTHEAST), TURN RIGHT ONTO NORTHEAST T-ROAD, GO 1.7 MILES
 FE2500'TO END OF ROAD AT NORTH-AND-SOUTH ROAD (MOSCOW-MACON ROAD), TURN
 FE2500'LEFT, GO 0.15 MILE, TURN ONTO PLANTATION ROAD, RIGHT, GO ABOUT 400
 FE2500'YARDS TO POINT OPPOSITE HIGHEST POINT OF HILL AT CURVE TO LEFT, TURN
 FE2500'RIGHT AND GO ABOUT 100 PACES TO TOP OF HILL AND STATION SITE.
 FE2500'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE2500'CONCRETE.  IN 1934 SURFACE MARK WAS STAMPED
 FE2500'GILLESPIE 1914-1934.  REFERENCE MARKS ARE STANDARD REFERENCE
 FE2500'DISKS IN CONCRETE AND IN 1934 WERE STAMPED GILLESPIE
 FE2500'1914-1934.  NO. 1 IS ON SOUTH SLOPE OF KNOLL, ABOUT 15 FEET SOUTH OF
 FE2500'FENCE LINE, NEAR HEAD OF GULLY OR WASH, AND ABOUT 1/2 METER (2 FEET)
 FE2500'BELOW AND 28.39 METERS (93.1 FEET) FROM STATION.
 FE2500'NO. 2 IS ON WEST SLOPE OF KNOLL, ABOUT 100 FEET SOUTH OF
 FE2500'PERSIMMON TREE, 25 FEET EAST OF PLANTATION ROAD, AND 5-1/2 METERS
 FE2500'(18 FEET) BELOW AND 111.02 METERS (364.2 FEET) FROM STATION S 80 DEG
 FE2500'16 MIN W.  IN 1934 IT WAS FOUND LOOSE IN EARTH
 FE2500'AND WAS MADE STEADY.  IN 1914 RIGHT CHIMNEY ON HOUSE OCCUPIED BY
 FE2500'JAMES HAZLETT (TENANT ON THE GILLESPIE PLANTATION) WAS ABOUT 1/3 MILE
 FE2500'FROM STATION N 13 DEG 35 MIN W.
 FE2500
 FE2500                          STATION RECOVERY (1958)
 FE2500
 FE2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2500'THE STATION AND ONE REFERENCE MARK WERE FOUND IN GOOD CONDITION AND
 FE2500'AT THIS TIME A REFERENCE MARK 3 AND AN AZIMUTH MARK WERE
 FE2500'ESTABLISHED.  REFERENCE MARK 2 WAS NEVER FOUND AND IS TO BE
 FE2500'CONSIDERED LOST.  REFERENCE MARK 1 DID NOT CHECK IN MEASUREMENT
 FE2500'OR DIRECTION, IT WAS STRUCK BY A FARM IMPLEMENT CHANGING THE LOCATION
 FE2500'BUT IS STILL IN GOOD CONDITION.
 FE2500'
 FE2500'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 FE2500'
 FE2500'THE STATION IS ABOUT 8 MILES NORTHEAST OF ROSSVILLE, ABOUT 7 MILES
 FE2500'NORTHWEST OF MOSCOW AND IS ON THE PROPERTY OF MR.  HERMAN FARLEY,
 FE2500'ON THE HIGHEST POINT OF A PROMINENT KNOLL.  IT IS 126 FEET EAST OF A
 FE2500'POWER LINE POLE.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK
 FE2500'IS STAMPED GILLESPIE 1914 1934.
 FE2500'
 FE2500'TO REACH THE STATION FROM THE RAILROAD CROSSING, 0.05 MILE WEST OF
 FE2500'THE ILLINOIS CENTRAL RAILROAD STATION IN OAKLAND, GO SOUTH ON A
 FE2500'PAVED ROAD FOR 5.45 MILES TO A REVERSE Y WHERE THE MAIN ROAD CURVES
 FE2500'TO THE EAST.  CONTINUE EAST ON THE PAVED ROAD FOR 0.35 MI TO A PAVED
 FE2500'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 2.9
 FE2500'MI TO A REVERSE Y.  TURN SHARP LEFT AND GO NORTHEAST ON A GRAVEL ROAD
 FE2500'FOR 1.3 MILES TO A GRAVELED ROAD LEFT AND TWO LARGE ROCK GATE POSTS.
 FE2500'TURN LEFT AND PASS BETWEEN THE GATE POSTS AND THE AZIMUTH MARK IS ON
 FE2500'THE LEFT.  CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 0.5 MILE TO
 FE2500'A Y-FORK, KEEP RIGHT FORK UP HILL FOR 0.05 MILE TO THE TOP OF THE
 FE2500'KNOLL AND THE STATION.
 FE2500'
 FE2500'REFERENCE MARK 1 IS ON THE SOUTHEAST SLOPE OF THE KNOLL.  THE
 FE2500'MONUMENT IS FLUSH AND THE DISK IS STAMPED GILLESPIE NO 1 1914
 FE2500'1934.
 FE2500'
 FE2500'REFERENCE MARK 3 IS 1 FOOT NORTH OF A POWER POLE AND IS ON THE WEST
 FE2500'SLOPE OF THE KNOLL.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2500'STAMPED GILLESPIE NO 3 1914 1934.
 FE2500'
 FE2500'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WEST ROCK GATE POST AND 13 FEET
 FE2500'WEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH
 FE2500'AND THE DISK IS STAMPED GILLESPIE 1914 RESET 1957.
 FE2500'
 FE2500'HEIGHT OF LIGHT 30 METERS.
 FE2500
 FE2500                          STATION RECOVERY (1958)
 FE2500
 FE2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2500'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2500'GOOD CONDITION.  THIS STATION HAS BEEN DESTROYED AND A NEW STATION
 FE2500'ESTABLISHED ACCORDING TO MR. W.R. BLAKE, THE PROPERTY OWNERS REQUEST.
 FE2500'
 FE2500'FOR INFORMATION ON THE NEW STATION, SEE THE DESCRIPTION FOR STATION
 FE2500'GILLESPIE 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2501 ***********************************************************************
 FE2501  CBN         -  This is a Cooperative Base Network Control Station.
 FE2501  DESIGNATION -  GILLESPIE 2
 FE2501  PID         -  FE2501
 FE2501  STATE/COUNTY-  TN/FAYETTE
 FE2501  USGS QUAD   -  MOSCOW (1965)
 FE2501
 FE2501                         *CURRENT SURVEY CONTROL
 FE2501  ___________________________________________________________________
 FE2501* NAD 83(1995)-  35 07 13.43974(N)    089 28 31.91742(W)     ADJUSTED  
 FE2501* NAVD 88     -       153.4    (meters)     503.     (feet)  VERTCON   
 FE2501  ___________________________________________________________________
 FE2501  X           -      47,807.706 (meters)                     COMP
 FE2501  Y           -  -5,222,637.997 (meters)                     COMP
 FE2501  Z           -   3,648,872.964 (meters)                     COMP
 FE2501  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FE2501  ELLIP HEIGHT-         125.84  (meters)          (04/12/99) GPS OBS
 FE2501  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2501
 FE2501  HORZ ORDER  -  B
 FE2501  ELLP ORDER  -  FOURTH    CLASS I
 FE2501
 FE2501.The horizontal coordinates were established by GPS observations
 FE2501.and adjusted by the National Geodetic Survey in April 1999..
 FE2501
 FE2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2501
 FE2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2501
 FE2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2501
 FE2501.The ellipsoidal height was determined by GPS observations
 FE2501.and is referenced to NAD 83.
 FE2501
 FE2501.The geoid height was determined by GEOID03.
 FE2501
 FE2501;                    North         East     Units Scale Factor Converg.
 FE2501;SPC TN       -    92,950.919   283,248.968   MT  1.00002540   -2 02 05.0
 FE2501;SPC TN       -   304,956.47    929,292.66   sFT  1.00002540   -2 02 05.0
 FE2501;UTM  16      - 3,889,199.783   274,411.014   MT  1.00022723   -1 25 29.2
 FE2501
 FE2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2501!SPC TN       -   0.99998025  x   1.00002540  =   1.00000565
 FE2501!UTM  16      -   0.99998025  x   1.00022723  =   1.00020747
 FE2501
 FE2501|---------------------------------------------------------------------|
 FE2501| PID    Reference Object                     Distance      Geod. Az  |
 FE2501|                                                           dddmmss.s |
 FE2501| FE2500 GILLESPIE                            29.268 METERS 05141     |
 FE2501| CG3376 GILLESPIE RM 1                       34.909 METERS 10323     |
 FE2501| CG3374 JAMES HAZLETT HSE CHIMNEY                          2314123.0 |
 FE2501| CG3379 GILLESPIE 2 RM 4                     49.554 METERS 27534     |
 FE2501| FE2536 MACON RAD STA KID 58 MAST           APPROX. 6.0 KM 3322249.3 |
 FE2501| CG3378 GILLESPIE RM 3                       32.797 METERS 33626     |
 FE2501|---------------------------------------------------------------------|
 FE2501
 FE2501                          SUPERSEDED SURVEY CONTROL
 FE2501
 FE2501  NAD 83(1995)-  35 07 13.43947(N)    089 28 31.91699(W) AD(       ) B
 FE2501  ELLIP H (09/07/90)  125.77   (m)                       GP(       ) 4 1
 FE2501  NAD 83(1986)-  35 07 13.45247(N)    089 28 31.91717(W) AD(       ) 2
 FE2501  NAD 27      -  35 07 13.13100(N)    089 28 31.64400(W) AD(       ) 2
 FE2501  NGVD 29 (09/07/90)  153.4    (m)          503.     (f) GPS OBS        
 FE2501
 FE2501.Superseded values are not recommended for survey control.
 FE2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2501.See file dsdata.txt to determine how the superseded data were derived.
 FE2501
 FE2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7441189200(NAD 83)
 FE2501_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2501_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2501+STABILITY: SURFACE MOTION
 FE2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2501+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FE2501
 FE2501  HISTORY     - Date     Condition        Report By
 FE2501  HISTORY     - 1958     MONUMENTED       CGS
 FE2501  HISTORY     - 1987     GOOD             AEROS
 FE2501  HISTORY     - 1988     GOOD             NGS
 FE2501
 FE2501                          STATION DESCRIPTION
 FE2501
 FE2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2501'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTHEAST OF
 FE2501'ROSSVILLE, AND ABOUT 7 MILES NORTHWEST OF MOSCOW, ON PROPERTY
 FE2501'OWNED BY W.R. BLAKE.
 FE2501'
 FE2501'THE STATION IS A STANDARD DISK STAMPED GILLESPIE 2 1958 SET IN TOP OF
 FE2501'A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE2501'GROUND.  IT IS ABOUT 100 FEET SOUTHWEST OF THE HIGHEST GROUND IN THE
 FE2501'AREA.
 FE2501'
 FE2501'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GILLESPIE NO 1
 FE2501'1914 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE2501'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 3 FEET HIGHER THAN THE
 FE2501'STATION.
 FE2501'
 FE2501'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED GILLESPIE NO 3
 FE2501'1914 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FE2501'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER
 FE2501'THAN THE STATION.  IT IS 2.5 FEET EAST-SOUTHEAST OF A POWER LINE
 FE2501'POLE.
 FE2501'
 FE2501'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED GILLESPIE 2 NO
 FE2501'4 1958 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FE2501'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER
 FE2501'THAN THE STATION.  IT IS 10 INCHES SOUTHEAST OF A FENCELINE.
 FE2501'
 FE2501'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILLESPIE 1914 RESET 1957
 FE2501'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE2501'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTHEAST OF THE
 FE2501'NORTHWEST ONE OF TWO STONE GATE POSTS AND 13 FEET NORTHWEST OF THE
 FE2501'CENTER OF THE ROAD.
 FE2501'
 FE2501'TO REACH THE STATION FROM THE POST OFFICE IN MACON, GO EAST ON THE
 FE2501'PAVED ROAD FOR 0.3 MILE, TAKE THE RIGHT FORK AND FOLLOW THE
 FE2501'PAVED ROAD SOUTH FOR 2.8 MILES, TURN SHARP LEFT OFF THE PAVED ROAD
 FE2501'ONTO A DIRT ROAD AND GO EASTERLY FOR 1.35 MILES TO TWO STONE GATE
 FE2501'POSTS ON THE LEFT AT AN ENTRANCE ROAD TO THE RANCH HOME TO MR. W.R.
 FE2501'BLAKE AND THE AZIMUTH MARK.  TURN LEFT AND GO NORTHEASTERLY ON THE
 FE2501'ENTRANCE ROAD FOR 0.35 MILE TO A FORK, TAKE THE RIGHT FORK, PASS
 FE2501'THROUGH A GATE AND GO NORTHEASTERLY ON THE ENTRANCE ROAD FOR 0.05
 FE2501'MILE TO THE RANCH HOME OF MR. W.R. BLAKE AND THE STATION.  MR. BLAKE
 FE2501'IS STARTING TO BUILD A NEW HOME AT THIS TIME SO THE LANDSCAPE MAY
 FE2501'CHANGE A LOT IN APPEARANCE.
 FE2501
 FE2501                          STATION RECOVERY (1987)
 FE2501
 FE2501'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FE2501'THE STATION WAS RECOVERED AT THIS DATE.
 FE2501'THE STATION IS NOW ON LAND OWNED BY WILLIAM PLYLER, HOME TELEPHONE
 FE2501'(901)853-7162, WORK TELEPHONE (901)756-1230.
 FE2501
 FE2501                          STATION RECOVERY (1988)
 FE2501
 FE2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 FE2501'THE STATION WAS RECOVERED AT THIS DATE.
 FE2501'THE MARK HAS BEEN HIT AND THE G OF THE STAMPING GILLESPIE IS GONE.
 FE2501'A COMPLETE DESCRIPTION FOLLOWS.
 FE2501'
 FE2501'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI)
 FE2501'NORTHEAST OF ROSSVILLE,
 FE2501'11.3 KM (7.0 MI) NORTHWEST OF MOSCOW,
 FE2501'8.0 KM (5.0 MI) EAST-SOUTHEAST OF MACON, AND AT THE SOUTHWEST END
 FE2501'OF A CIRCULAR DRIVEWAY, IN FRONT OF A RANCH HOUSE AND JUST
 FE2501'SOUTHWEST OF THE HIGHEST GROUND IN AREA.
 FE2501'OWNERSHIP--WILLIAM PLYLER, RT 1 BOX 123, MACON TN 38048.
 FE2501'PHONE HOME (901) 853-7162, OFFICE (901) 684-1211.
 FE2501'
 FE2501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND
 FE2501'STATE ROUTE 194 IN ROSSVILLE, GO NORTH FOR 0.8 KM (0.5 MI) ON STATE
 FE2501'ROUTE 194 (MAIN STREET) TO A RAILROAD CORSSING.
 FE2501'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 9.0 KM (5.6 MI) ON ROUTE
 FE2501'194 (ROSSVILLE - MACON ROAD) TO TWO SIDE ROADS ON THE RIGHT, ON THE
 FE2501'OUTSIDE OF A CURVE IN THE ROAD.
 FE2501'TURN RIGHT ON THE SECOND ROAD AND GO
 FE2501'EAST-NORTHEAST FOR 2.2 KM (1.35 MI) ON WADE DRIVE TO A PAVED DRIVE
 FE2501'ON THE LEFT, AT A BRICK PILLAR GATE.
 FE2501'TURN LEFT AND GO NORTH-NORTHEAST FOR 0.7 KM (0.45 MI) ON THE PAVED
 FE2501'DRIVE BETWEEN A ROW OF PINE TREES TO A FORK.
 FE2501'FOLLOW THE RIGHT FORK AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 FE2501'PAVED DRIVE, PASSING THROUGH A GATE, TO THE SOUTHWEST END OF A
 FE2501'PAVED CIRCULAR DRIVEWAY IN FRONT OF THE LARGE RANCH HOUSE AND THE
 FE2501'STATION ON THE LEFT.
 FE2501'
 FE2501'THE STATION IS A STANDARD CGS DISK
 FE2501'STAMPED---GILLESPIE 2 1958---,
 FE2501'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FE2501'30 CM ON SIDE RECESSED 2 CM BELOW GROUND.  LOCATED
 FE2501'26.1 METERS (85.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FE2501'THE RANCH HOUSE,
 FE2501'26.0 METERS (85.2 FT) SOUTH-SOUTHEAST FROM A 60-CM IN DIAMETER OAK
 FE2501'TREE,
 FE2501'22.4 METERS (73.5 FT) EAST FROM AN 80-CM IN DIAMETER OAK TREE,
 FE2501'15.6 METERS (51.2 FT) SOUTHEAST FROM A 70-CM IN DIAMETER OAK TREE,
 FE2501'13.1 METERS (43.0 FT) NORTH FROM THE CENTER OF THE PAVED DRIVE, AND
 FE2501'5.5 METERS (18.0 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 FE2501'PAVED CIRCULAR DRIVE.
 FE2501'
 FE2501'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0634 ***********************************************************************
 FE0634  DESIGNATION -  GILMERS
 FE0634  PID         -  FE0634
 FE0634  STATE/COUNTY-  TN/MADISON
 FE0634  USGS QUAD   -  CLAYBROOK (1980)
 FE0634
 FE0634                         *CURRENT SURVEY CONTROL
 FE0634  ___________________________________________________________________
 FE0634* NAD 83(1995)-  35 40 59.78012(N)    088 42 35.43381(W)     ADJUSTED  
 FE0634* NAVD 88     -       179.894  (meters)     590.20   (feet)  ADJUSTED  
 FE0634  ___________________________________________________________________
 FE0634  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE0634  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0634  DYNAMIC HT  -         179.734 (meters)     589.68  (feet)  COMP
 FE0634  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0634
 FE0634  HORZ ORDER  -  THIRD
 FE0634  VERT ORDER  -  SECOND    CLASS 0
 FE0634
 FE0634.The horizontal coordinates were established by classical geodetic methods
 FE0634.and adjusted by the National Geodetic Survey in April 1999..
 FE0634
 FE0634.The orthometric height was determined by differential leveling
 FE0634.and adjusted by the National Geodetic Survey in June 1991..
 FE0634
 FE0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0634
 FE0634.The geoid height was determined by GEOID03.
 FE0634
 FE0634.The dynamic height is computed by dividing the NAVD 88
 FE0634.geopotential number by the normal gravity value computed on the
 FE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0634.degrees latitude (g = 980.6199 gals.).
 FE0634
 FE0634.The modeled gravity was interpolated from observed gravity values.
 FE0634
 FE0634;                    North         East     Units Scale Factor Converg.
 FE0634;SPC TN       -   153,170.030   354,740.501   MT  0.99995185   -1 35 11.2
 FE0634;SPC TN       -   502,525.34  1,163,844.46   sFT  0.99995185   -1 35 11.2
 FE0634;UTM  16      - 3,950,166.545   345,274.693   MT  0.99989501   -0 59 51.2
 FE0634
 FE0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0634!SPC TN       -   0.99997619  x   0.99995185  =   0.99992804
 FE0634!UTM  16      -   0.99997619  x   0.99989501  =   0.99987121
 FE0634
 FE0634|---------------------------------------------------------------------|
 FE0634| PID    Reference Object                     Distance      Geod. Az  |
 FE0634|                                                           dddmmss.s |
 FE0634| FE0635 GILMERS RM 2                          6.414 METERS 04331     |
 FE0634| CG3380 GILMERS AZ MK                                      2324251.3 |
 FE0634| FE0633 GILMERS RM 1                          6.263 METERS 27026     |
 FE0634|---------------------------------------------------------------------|
 FE0634
 FE0634                          SUPERSEDED SURVEY CONTROL
 FE0634
 FE0634  NAD 83(1995)-  35 40 59.78425(N)    088 42 35.43990(W) AD(       ) 3
 FE0634  NAD 83(1986)-  35 40 59.79132(N)    088 42 35.43513(W) AD(       ) 3
 FE0634  NAD 27      -  35 40 59.54250(N)    088 42 35.23220(W) AD(       ) 3
 FE0634  NGVD 29 (??/??/??)  179.927  (m)          590.31   (f) ADJUSTED    2 0
 FE0634
 FE0634.Superseded values are not recommended for survey control.
 FE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0634.See file dsdata.txt to determine how the superseded data were derived.
 FE0634
 FE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4527550167(NAD 83)
 FE0634_MARKER: DE = TRAVERSE STATION DISK
 FE0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0634_STAMPING: GILMERS 1958
 FE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0634+STABILITY: SURFACE MOTION
 FE0634
 FE0634  HISTORY     - Date     Condition        Report By
 FE0634  HISTORY     - 1958     MONUMENTED       CGS
 FE0634  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE0634  HISTORY     - 1959     GOOD             CGS
 FE0634
 FE0634                          STATION DESCRIPTION
 FE0634
 FE0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0634'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF JACKSON, BY THE RUINS
 FE0634'OF A BRICK HOUSE ON LAND OWNED BY MR. R.E.L.  HENDERSON.  IT
 FE0634'IS 9 FEET SOUTHEAST OF THE BRICK FOUNDATION, 7 FEET SOUTHEAST OF A
 FE0634'WHITE WITNESS POST, 38 FEET NORTH OF A 12 INCH CEDAR TREE, AND 11
 FE0634'FEET SOUTH OF THE SOUTH CORNER OF THE BRICK STEPS.  THE MONUMENT IS
 FE0634'FLUSH AND THE DISK IS STAMPED GILMERS 1958.
 FE0634'
 FE0634'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON GO NORTH ON U.S.
 FE0634'HIGHWAY 70 AND STATE HIGHWAY 20 FOR 6.15 MILES TO THEIR
 FE0634'JUNCTION.  CONTINUE NORTHEAST ON STATE HIGHWAY 20 FOR 2.3 MILES TO A
 FE0634'GRAVELED DRIVEWAY LEFT, NORTHWEST.  TURN LEFT ON GRAVELED DRIVEWAY
 FE0634'AND GO 0.05 MILE TO BRICK FOUNDATION AND THE STATION AS DESCRIBED.
 FE0634'
 FE0634'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.05 MILE SOUTHEAST ON
 FE0634'GRAVELED DRIVEWAY TO STATE HIGHWAY 20.  TURN RIGHT, SOUTHWEST,
 FE0634'ON STATE HIGHWAY 20 FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT AND
 FE0634'AZIMUTH MARK AS DESCRIBED.
 FE0634'
 FE0634'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A BRICK FOUNDATION WALL, 18
 FE0634'FEET SOUTHWEST OF A WHITE WITNESS POST, AND 43 FEET NORTH OF A 12
 FE0634'INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE0634'GILMERS NO 1 1958.
 FE0634'
 FE0634'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE0634'BRICK STEPS, 5 FEET SOUTHEAST OF THE BRICK FOUNDATION WALL,
 FE0634'AND 20 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE0634'AND THE DISK IS STAMPED GILMERS NO 2 1958.
 FE0634'
 FE0634'THE AZIMUTH MARK IS 54 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 FE0634'HIGHWAY 20, 3 FEET NORTHEAST OF A WHITE WITNESS POST, AND 11 FEET
 FE0634'SOUTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT
 FE0634'PROJECTS 2 INCHES AND THE DISK IS STAMPED GILMERS 1958.
 FE0634'
 FE0634'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE0634
 FE0634                          STATION RECOVERY (1959)
 FE0634
 FE0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0634'STATION RECOVERED.  STATION, REFERENCE, AND AZIMUTH MARKS WERE FOUND
 FE0634'TO BE IN GOOD CONDITION.
 FE0634'
 FE0634'THE STATION, (SURFACE AND UNDERGROUND) AND REFERENCE MARKS NO. 1 AND
 FE0634'2 WERE COMPLETELY DESTROYED AT THE REQUEST OF THE PROPERTY OWNER
 FE0634'MR. ARCHIE F. MCBROOM.  A NEW STATION MARK AND REFERENCE MARKS NO. 3
 FE0634'AND 4 WERE ESTABLISH AT A NEW LOCATION.
 FE0634
 FE0634                          STATION RECOVERY (1959)
 FE0634
 FE0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0634'15.2 MI NE FROM JACKSON.
 FE0634'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0634'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0634'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S.
 FE0634'HIGHWAY 70, THENCE 2.1 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0634'0.05 MILE NORTH ON A PRIVATE DRIVE.  IT IS 9 FEET SOUTHEAST OF
 FE0634'A BRICK FOUNDATION, 7 FEET SOUTHEAST OF A WITNESS POST, 38 FEET
 FE0634'NORTH OF A 12 INCH CEDAR TREE, 11 FEET SOUTH OF THE SOUTH CORNER
 FE0634'OF THE BRICK STEPS.  IT IS SET IN A 10 INCH SQUARE CONCRETE
 FE0634'MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2317 ***********************************************************************
 FE2317  DESIGNATION -  GILMERS 2
 FE2317  PID         -  FE2317
 FE2317  STATE/COUNTY-  TN/MADISON
 FE2317  USGS QUAD   -  CLAYBROOK (1980)
 FE2317
 FE2317                         *CURRENT SURVEY CONTROL
 FE2317  ___________________________________________________________________
 FE2317* NAD 83(1995)-  35 41 00.78948(N)    088 42 33.80916(W)     ADJUSTED  
 FE2317* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 FE2317  ___________________________________________________________________
 FE2317  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE2317  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2317
 FE2317  HORZ ORDER  -  SECOND
 FE2317
 FE2317.The horizontal coordinates were established by classical geodetic methods
 FE2317.and adjusted by the National Geodetic Survey in April 1999..
 FE2317
 FE2317.The orthometric height was scaled from a topographic map.
 FE2317
 FE2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2317
 FE2317.The geoid height was determined by GEOID03.
 FE2317
 FE2317;                    North         East     Units Scale Factor Converg.
 FE2317;SPC TN       -   153,199.995   354,782.196   MT  0.99995183   -1 35 10.3
 FE2317;SPC TN       -   502,623.65  1,163,981.25   sFT  0.99995183   -1 35 10.3
 FE2317;UTM  16      - 3,950,196.935   345,316.077   MT  0.99989485   -0 59 50.3
 FE2317
 FE2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2317!SPC TN       -   0.99997665  x   0.99995183  =   0.99992848
 FE2317!UTM  16      -   0.99997665  x   0.99989485  =   0.99987150
 FE2317
 FE2317                          SUPERSEDED SURVEY CONTROL
 FE2317
 FE2317  NAD 83(1995)-  35 41 00.79362(N)    088 42 33.81526(W) AD(       ) 2
 FE2317  NAD 83(1986)-  35 41 00.80068(N)    088 42 33.81049(W) AD(       ) 2
 FE2317  NAD 27      -  35 41 00.55190(N)    088 42 33.60760(W) AD(       ) 2
 FE2317
 FE2317.Superseded values are not recommended for survey control.
 FE2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2317.See file dsdata.txt to determine how the superseded data were derived.
 FE2317
 FE2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4531650197(NAD 83)
 FE2317_MARKER: DS = TRIANGULATION STATION DISK
 FE2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2317
 FE2317  HISTORY     - Date     Condition        Report By
 FE2317  HISTORY     - 1959     MONUMENTED       CGS
 FE2317
 FE2317                          STATION DESCRIPTION
 FE2317
 FE2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2317'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF JACKSON, BY THE RUINS
 FE2317'OF A BRICK HOUSE ON LAND OWNED BY MR. ARCHIE F.  MCBROON.  IT IS
 FE2317'145 FEET EAST OF THE EAST EDGE OF THE RUINS OF A BRICK HOUSE, 7 FEET
 FE2317'W OF STEEL POST SURVEY MARKER.  THE MONUMENT IS 6 INCHES BELOW
 FE2317'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GILMERS 2 1959.
 FE2317'
 FE2317'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON GO NORTH ON U.S.
 FE2317'HIGHWAY 70 AND STATE HIGHWAY 20 FOR 6.15 MILES TO THEIR JUNCTION.
 FE2317'CONTINUE NORTHEAST ON STATE HIGHWAY 20 FOR 2.3 MILES TO A GRAVELED
 FE2317'DRIVEWAY LEFT, NORTHWEST.  TURN LEFT ON GRAVELED DRIVEWAY AND GO
 FE2317'0.05 MILE TO MARK ON THE RIGHT AND AS DESCRIBED.
 FE2317'
 FE2317'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.05 MILE SOUTHEAST ON
 FE2317'GRAVELED DRIVEWAY TO STATE HIGHWAY 20.  TURN RIGHT, SOUTHWEST, ON
 FE2317'STATE HIGHWAY 20 FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT AND
 FE2317'AZIMUTH AS DESCRIBED.
 FE2317'
 FE2317'REFERENCE MARK NO. 3 IS IN FENCE LINE EAST OF STATION MARK, 17 FEET
 FE2317'NORTH OF THE STEEL POST SURVEY MARKER.  THE MON IS FLUSH AND THE
 FE2317'DISK IS STAMPED GILMERS 2 NO 3 1959.
 FE2317'
 FE2317'REFERENCE MARK NO. 4 IS IN FENCE LINE EAST OF STATION MARK, 22 FEET
 FE2317'SOUTH OF THE STEEL POST SURVEY MARKER, AND 7 FEET NORTH OF A
 FE2317'8-INCH TRIANGLE BLAZED TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2317'STAMPED GILMERS 2 NO 4 1959.
 FE2317'
 FE2317'THE AZIMUTH MARK IS 54 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 FE2317'HIGHWAY 20, 3 FEET NORTHEAST OF A WHITE WITNESS POST, AND 11 FEET
 FE2317'SOUTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT
 FE2317'PROJECTS 2 INCHES AND THE DISK IS STAMPED GILMERS 1958.
 FE2317'
 FE2317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0633 ***********************************************************************
 FE0633  DESIGNATION -  GILMERS RM 1
 FE0633  PID         -  FE0633
 FE0633  STATE/COUNTY-  TN/MADISON
 FE0633  USGS QUAD   -  CLAYBROOK (1980)
 FE0633
 FE0633                         *CURRENT SURVEY CONTROL
 FE0633  ___________________________________________________________________
 FE0633* NAD 83(1986)-  35 40 58.     (N)    088 42 35.     (W)     SCALED    
 FE0633* NAVD 88     -       179.833  (meters)     590.00   (feet)  ADJUSTED  
 FE0633  ___________________________________________________________________
 FE0633  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0633  DYNAMIC HT  -         179.673 (meters)     589.48  (feet)  COMP
 FE0633  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0633
 FE0633  VERT ORDER  -  SECOND    CLASS 0
 FE0633
 FE0633.The horizontal coordinates were scaled from a topographic map and have
 FE0633.an estimated accuracy of +/- 6 seconds.
 FE0633
 FE0633.The orthometric height was determined by differential leveling
 FE0633.and adjusted by the National Geodetic Survey in June 1991..
 FE0633
 FE0633.The geoid height was determined by GEOID03.
 FE0633
 FE0633.The dynamic height is computed by dividing the NAVD 88
 FE0633.geopotential number by the normal gravity value computed on the
 FE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0633.degrees latitude (g = 980.6199 gals.).
 FE0633
 FE0633.The modeled gravity was interpolated from observed gravity values.
 FE0633
 FE0633;                    North         East    Units  Estimated Accuracy
 FE0633;SPC TN       -   153,120.      354,750.      MT  (+/- 180 meters Scaled)
 FE0633
 FE0633                          SUPERSEDED SURVEY CONTROL
 FE0633
 FE0633  NGVD 29 (??/??/??)  179.866  (m)          590.11   (f) ADJUSTED    2 0
 FE0633
 FE0633.Superseded values are not recommended for survey control.
 FE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0633.See file dsdata.txt to determine how the superseded data were derived.
 FE0633
 FE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE452501(NAD 83)
 FE0633_MARKER: DR = REFERENCE MARK DISK
 FE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0633_STAMPING: GILMERS NO 1 1958
 FE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0633+STABILITY: SURFACE MOTION
 FE0633
 FE0633  HISTORY     - Date     Condition        Report By
 FE0633  HISTORY     - 1958     MONUMENTED       CGS
 FE0633  HISTORY     - 1959     GOOD             CGS
 FE0633
 FE0633                          STATION DESCRIPTION
 FE0633
 FE0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0633'15.2 MI NE FROM JACKSON.
 FE0633'IT IS LOCATED AT THE GILMERS 1958 STATION SITE, 20.5 FEET WEST
 FE0633'OF THE STATION MARK, 1 FOOT SOUTHEAST OF A BRICK FOUNDATION WALL,
 FE0633'18 FEET SOUTHWEST OF A WITNESS POST, AND 43 FEET NORTH OF A
 FE0633'12-INCH CEDAR TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 FE0633'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0635 ***********************************************************************
 FE0635  DESIGNATION -  GILMERS RM 2
 FE0635  PID         -  FE0635
 FE0635  STATE/COUNTY-  TN/MADISON
 FE0635  USGS QUAD   -  CLAYBROOK (1980)
 FE0635
 FE0635                         *CURRENT SURVEY CONTROL
 FE0635  ___________________________________________________________________
 FE0635* NAD 83(1986)-  35 40 59.     (N)    088 42 35.     (W)     SCALED    
 FE0635* NAVD 88     -       180.161  (meters)     591.08   (feet)  ADJUSTED  
 FE0635  ___________________________________________________________________
 FE0635  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0635  DYNAMIC HT  -         180.000 (meters)     590.55  (feet)  COMP
 FE0635  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0635
 FE0635  VERT ORDER  -  SECOND    CLASS 0
 FE0635
 FE0635.The horizontal coordinates were scaled from a topographic map and have
 FE0635.an estimated accuracy of +/- 6 seconds.
 FE0635
 FE0635.The orthometric height was determined by differential leveling
 FE0635.and adjusted by the National Geodetic Survey in June 1991..
 FE0635
 FE0635.The geoid height was determined by GEOID03.
 FE0635
 FE0635.The dynamic height is computed by dividing the NAVD 88
 FE0635.geopotential number by the normal gravity value computed on the
 FE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0635.degrees latitude (g = 980.6199 gals.).
 FE0635
 FE0635.The modeled gravity was interpolated from observed gravity values.
 FE0635
 FE0635;                    North         East    Units  Estimated Accuracy
 FE0635;SPC TN       -   153,150.      354,750.      MT  (+/- 180 meters Scaled)
 FE0635
 FE0635                          SUPERSEDED SURVEY CONTROL
 FE0635
 FE0635  NGVD 29 (??/??/??)  180.194  (m)          591.19   (f) ADJUSTED    2 0
 FE0635
 FE0635.Superseded values are not recommended for survey control.
 FE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0635.See file dsdata.txt to determine how the superseded data were derived.
 FE0635
 FE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE452501(NAD 83)
 FE0635_MARKER: DR = REFERENCE MARK DISK
 FE0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0635_STAMPING: GILMERS NO 2 1958
 FE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0635+STABILITY: SURFACE MOTION
 FE0635
 FE0635  HISTORY     - Date     Condition        Report By
 FE0635  HISTORY     - 1958     MONUMENTED       CGS
 FE0635  HISTORY     - 1959     GOOD             CGS
 FE0635
 FE0635                          STATION DESCRIPTION
 FE0635
 FE0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0635'15.2 MI NE FROM JACKSON.
 FE0635'IT IS LOCATED AT THE GILMERS 1958 STATION SITE, 21 FEET NORTHEAST
 FE0635'OF THE STATION MARK, 20 FEET NORTHEAST OF A WITNESS POST, 5 FEET
 FE0635'SOUTHEAST OF A BRICK FOUNDATION WALL, 3 FEET NORTHEAST OF THE
 FE0635'NORTHEAST CORNER OF BRICK STEPS, SET IN THE TOP OF A CONCRETE
 FE0635'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0314 ***********************************************************************
 FC0314  DESIGNATION -  GILMORE
 FC0314  PID         -  FC0314
 FC0314  STATE/COUNTY-  TN/ROANE
 FC0314  USGS QUAD   -  ELVERTON (1990)
 FC0314
 FC0314                         *CURRENT SURVEY CONTROL
 FC0314  ___________________________________________________________________
 FC0314* NAD 83(1995)-  35 58 53.64843(N)    084 26 17.15625(W)     ADJUSTED  
 FC0314* NAVD 88     -       277.335  (meters)     909.89   (feet)  ADJUSTED  
 FC0314  ___________________________________________________________________
 FC0314  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 FC0314  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0314  DYNAMIC HT  -         277.083 (meters)     909.06  (feet)  COMP
 FC0314  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0314
 FC0314  HORZ ORDER  -  SECOND
 FC0314  VERT ORDER  -  SECOND    CLASS 0
 FC0314
 FC0314.The horizontal coordinates were established by classical geodetic methods
 FC0314.and adjusted by the National Geodetic Survey in April 1999..
 FC0314
 FC0314.The orthometric height was determined by differential leveling
 FC0314.and adjusted by the National Geodetic Survey in June 1991..
 FC0314
 FC0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0314
 FC0314.The geoid height was determined by GEOID03.
 FC0314
 FC0314.The dynamic height is computed by dividing the NAVD 88
 FC0314.geopotential number by the normal gravity value computed on the
 FC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0314.degrees latitude (g = 980.6199 gals.).
 FC0314
 FC0314.The modeled gravity was interpolated from observed gravity values.
 FC0314
 FC0314;                    North         East     Units Scale Factor Converg.
 FC0314;SPC TN       -   183,994.390   740,846.737   MT  0.99995170   +0 54 51.8
 FC0314;SPC TN       -   603,654.93  2,430,594.67   sFT  0.99995170   +0 54 51.8
 FC0314;UTM  16      - 3,984,939.277   730,975.801   MT  1.00025742   +1 30 21.0
 FC0314
 FC0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0314!SPC TN       -   0.99996121  x   0.99995170  =   0.99991291
 FC0314!UTM  16      -   0.99996121  x   1.00025742  =   1.00021862
 FC0314
 FC0314|---------------------------------------------------------------------|
 FC0314| PID    Reference Object                     Distance      Geod. Az  |
 FC0314|                                                           dddmmss.s |
 FC0314| FC0315 GILMORE RM 1                         18.556 METERS 05351     |
 FC0314| FC0313 GILMORE RM 2                         22.251 METERS 14042     |
 FC0314| DE5119 GILMORE AZ MK                                      2054016.4 |
 FC0314|---------------------------------------------------------------------|
 FC0314
 FC0314                          SUPERSEDED SURVEY CONTROL
 FC0314
 FC0314  NAD 83(1995)-  35 58 53.65646(N)    084 26 17.15576(W) AD(       ) 2
 FC0314  NAD 83(1986)-  35 58 53.66112(N)    084 26 17.15342(W) AD(       ) 2
 FC0314  NAD 27      -  35 58 53.38320(N)    084 26 17.40832(W) AD(       ) 2
 FC0314  NGVD 29 (??/??/??)  277.45   (m)          910.3    (f) RESET       3  
 FC0314
 FC0314.Superseded values are not recommended for survey control.
 FC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0314.See file dsdata.txt to determine how the superseded data were derived.
 FC0314
 FC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3097684939(NAD 83)
 FC0314_MARKER: DS = TRIANGULATION STATION DISK
 FC0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0314_STAMPING: GILMORE 1965
 FC0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0314+STABILITY: SURFACE MOTION
 FC0314
 FC0314  HISTORY     - Date     Condition        Report By
 FC0314  HISTORY     - 1965     MONUMENTED       TNHD
 FC0314  HISTORY     - 1965     GOOD             NGS
 FC0314  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0314
 FC0314                          STATION DESCRIPTION
 FC0314
 FC0314'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0314'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF HARRIMAN AND
 FC0314'ABOUT 7 MILES SOUTHEAST OF OLIVER SPRINGS.
 FC0314'
 FC0314'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 FC0314'STATE ROUTE 62 IN OLIVER SPRINGS, GO WESTERLY ON STATE ROUTE 61 FOR
 FC0314'7.7 MILES TO A GRAVELED DRIVEWAY ON THE RIGHT, LEADING UPHILL.  *TURN
 FC0314'RIGHT, NORTHEAST, AND GO 0.05 MILE TO THE END OF THE DRIVEWAY AND THE
 FC0314'STATION ON THE LEFT.
 FC0314'
 FC0314'THE STATION MARK IS 18 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FC0314'CONCRETE BLOCK PUMP HOUSE, 13 FEET NORTHWEST OF THE SOUTHWEST
 FC0314'CORNER OF A SHED, 9 FEET SOUTHEAST OF A 6-INCH PINE TREE AND 8.6 FEET
 FC0314'SOUTHEAST OF A WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 FC0314'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC0314'CONCRETE MONUMENT AND THE DISK IS STAMPED GILMORE 1965.  NO
 FC0314'UNDERGROUND MARK WAS ESTABLISHED FOR THIS STATION.
 FC0314'
 FC0314'REFERENCE MARK NO. 1 IS 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FC0314'THE SHED, 8 FEET SOUTHEAST OF A 4-INCH ELM TREE AND 1 FOOT
 FC0314'NORTHWEST OF A 4-INCH DOGWOOD TREE.  IT IS A STANDARD TENNESSEE
 FC0314'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC0314'CONCRETE MONUMENT AND THE DISK IS STAMPED GILMORE RM-1 1965.
 FC0314'
 FC0314'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE NORTHEAST CORNER OF A
 FC0314'FRAME HOUSE, 26 FEET SOUTHWEST OF THE GRAVELED DRIVEWAY AND 10
 FC0314'FEET SOUTH OF A UTILITY POLE.  IT IS A STANDARD TENNESSEE HIGHWAY
 FC0314'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC0314'CONCRETE MONUMENT AND THE DISK IS STAMPED GILMORE RM-2 1965.
 FC0314'
 FC0314'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0314'STATE ROUTE 61, 22.5 FEET SOUTHWEST OF A WITNESS POST WITH SIGN, 22
 FC0314'FEET SOUTHWEST OF A UTILITY POLE AND 5 FEET ABOVE THE LEVEL OF THE
 FC0314'PAVEMENT.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FC0314'IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0314'IS STAMPED GILMORE AZI 1965.
 FC0314'
 FC0314'TO REACH THE AZIMUTH MARK * CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 FC0314'WESTERLY ON STATE ROUTE 61 TO THE MARK ON THE RIGHT.
 FC0314'
 FC0314'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FC0314'
 FC0314'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FC0314
 FC0314                          STATION RECOVERY (1965)
 FC0314
 FC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0314'6.5 MI NE FROM HARRIMAN.
 FC0314'FROM THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE 62 IN
 FC0314'OLIVER SPRINGS, GO WESTERLY ON STATE ROUTE 61 FOR 7.7 MILES
 FC0314'TO A GRAVELED DRIVEWAY ON THE RIGHT, LEADING UPHILL, TURN RIGHT,
 FC0314'NORTHEAST AND GO 0.05 MILE TO THE END OF THE DRIVEWAY AND THE MARK
 FC0314'ON THE LEFT, 18 FEET NORTHWEST OF THE NORTHWEST CORNER OR A CONCRETE
 FC0314'BLOCK PUMP HOUSE, 13 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FC0314'OF A SHED, 9 FEET SOUTHEAST OF A 6-INCH PINE TREE AND 8.6 FEET
 FC0314'SOUTHEAST OF A WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 FC0314'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0314'MONUMENT STAMPED GILMORE 1965.
 FC0314
 FC0314                          STATION RECOVERY (1967)
 FC0314
 FC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0315 ***********************************************************************
 FC0315  DESIGNATION -  GILMORE RM 1
 FC0315  PID         -  FC0315
 FC0315  STATE/COUNTY-  TN/ROANE
 FC0315  USGS QUAD   -  ELVERTON (1990)
 FC0315
 FC0315                         *CURRENT SURVEY CONTROL
 FC0315  ___________________________________________________________________
 FC0315* NAD 83(1986)-  35 58 53.     (N)    084 26 17.     (W)     SCALED    
 FC0315* NAVD 88     -       279.311  (meters)     916.37   (feet)  ADJUSTED  
 FC0315  ___________________________________________________________________
 FC0315  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0315  DYNAMIC HT  -         279.058 (meters)     915.54  (feet)  COMP
 FC0315  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0315
 FC0315  VERT ORDER  -  SECOND    CLASS 0
 FC0315
 FC0315.The horizontal coordinates were scaled from a topographic map and have
 FC0315.an estimated accuracy of +/- 6 seconds.
 FC0315
 FC0315.The orthometric height was determined by differential leveling
 FC0315.and adjusted by the National Geodetic Survey in June 1991..
 FC0315
 FC0315.The geoid height was determined by GEOID03.
 FC0315
 FC0315.The dynamic height is computed by dividing the NAVD 88
 FC0315.geopotential number by the normal gravity value computed on the
 FC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0315.degrees latitude (g = 980.6199 gals.).
 FC0315
 FC0315.The modeled gravity was interpolated from observed gravity values.
 FC0315
 FC0315;                    North         East    Units  Estimated Accuracy
 FC0315;SPC TN       -   183,970.      740,850.      MT  (+/- 180 meters Scaled)
 FC0315
 FC0315                          SUPERSEDED SURVEY CONTROL
 FC0315
 FC0315  NGVD 29 (??/??/??)  279.43   (m)          916.8    (f) RESET       3  
 FC0315
 FC0315.Superseded values are not recommended for survey control.
 FC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0315.See file dsdata.txt to determine how the superseded data were derived.
 FC0315
 FC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE309849(NAD 83)
 FC0315_MARKER: DR = REFERENCE MARK DISK
 FC0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0315_STAMPING: GILMORE RM 1 1965
 FC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0315+STABILITY: SURFACE MOTION
 FC0315
 FC0315  HISTORY     - Date     Condition        Report By
 FC0315  HISTORY     - 1965     MONUMENTED       TNHD
 FC0315  HISTORY     - 1965     GOOD             NGS
 FC0315
 FC0315                          STATION DESCRIPTION
 FC0315
 FC0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0315'6.5 MI NE FROM HARRIMAN.
 FC0315'AT THE GILMORE 1965 STATION SITE, 39 FEET NORTHEAST OF THE
 FC0315'NORTHEAST CORNER OF A SHED, 8 FEET SOUTHEAST OF A 4-INCH ELM
 FC0315'TREE AND 1 FOOT NORTHWEST OF A 4-INCH DOGWOOD TREE.  IT IS A
 FC0315'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FC0315'SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED GILMORE RM-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0313 ***********************************************************************
 FC0313  DESIGNATION -  GILMORE RM 2
 FC0313  PID         -  FC0313
 FC0313  STATE/COUNTY-  TN/ROANE
 FC0313  USGS QUAD   -  ELVERTON (1990)
 FC0313
 FC0313                         *CURRENT SURVEY CONTROL
 FC0313  ___________________________________________________________________
 FC0313* NAD 83(1986)-  35 58 53.     (N)    084 26 17.     (W)     SCALED    
 FC0313* NAVD 88     -       277.606  (meters)     910.78   (feet)  ADJUSTED  
 FC0313  ___________________________________________________________________
 FC0313  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0313  DYNAMIC HT  -         277.353 (meters)     909.95  (feet)  COMP
 FC0313  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0313
 FC0313  VERT ORDER  -  SECOND    CLASS 0
 FC0313
 FC0313.The horizontal coordinates were scaled from a topographic map and have
 FC0313.an estimated accuracy of +/- 6 seconds.
 FC0313
 FC0313.The orthometric height was determined by differential leveling
 FC0313.and adjusted by the National Geodetic Survey in June 1991..
 FC0313
 FC0313.The geoid height was determined by GEOID03.
 FC0313
 FC0313.The dynamic height is computed by dividing the NAVD 88
 FC0313.geopotential number by the normal gravity value computed on the
 FC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0313.degrees latitude (g = 980.6199 gals.).
 FC0313
 FC0313.The modeled gravity was interpolated from observed gravity values.
 FC0313
 FC0313;                    North         East    Units  Estimated Accuracy
 FC0313;SPC TN       -   183,970.      740,850.      MT  (+/- 180 meters Scaled)
 FC0313
 FC0313                          SUPERSEDED SURVEY CONTROL
 FC0313
 FC0313  NGVD 29 (??/??/??)  277.72   (m)          911.2    (f) RESET       3  
 FC0313
 FC0313.Superseded values are not recommended for survey control.
 FC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0313.See file dsdata.txt to determine how the superseded data were derived.
 FC0313
 FC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE309849(NAD 83)
 FC0313_MARKER: DR = REFERENCE MARK DISK
 FC0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0313_STAMPING: GILMORE RM 2 1965
 FC0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0313+STABILITY: SURFACE MOTION
 FC0313
 FC0313  HISTORY     - Date     Condition        Report By
 FC0313  HISTORY     - 1965     MONUMENTED       TNHD
 FC0313  HISTORY     - 1965     GOOD             NGS
 FC0313
 FC0313                          STATION DESCRIPTION
 FC0313
 FC0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0313'6.5 MI NE FROM HARRIMAN.
 FC0313'AT THE GILMORE 1965 STATION SITE, 33 FEET NORTH OF THE NORTHEAST
 FC0313'CORNER OF A FRAME HOUSE, 26 FEET SOUTHWEST OF A GRAVELED DRIVEWAY
 FC0313'AND 10 FEET SOUTH OF A UTILITY POLE.  IT IS A STANDARD TENNESSEE
 FC0313'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0313'MONUMENT, STAMPED GILMORE RM-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0749 ***********************************************************************
 GC0749  DESIGNATION -  GILROY
 GC0749  PID         -  GC0749
 GC0749  STATE/COUNTY-  TN/DAVIDSON
 GC0749  USGS QUAD   -  LA VERGNE (1983)
 GC0749
 GC0749                         *CURRENT SURVEY CONTROL
 GC0749  ___________________________________________________________________
 GC0749* NAD 83(1995)-  36 00 23.90933(N)    086 36 44.51156(W)     ADJUSTED  
 GC0749* NAVD 88     -       201.727  (meters)     661.83   (feet)  ADJUSTED  
 GC0749  ___________________________________________________________________
 GC0749  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GC0749  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0749  DYNAMIC HT  -         201.553 (meters)     661.26  (feet)  COMP
 GC0749  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GC0749
 GC0749  HORZ ORDER  -  SECOND
 GC0749  VERT ORDER  -  SECOND    CLASS 0
 GC0749
 GC0749.The horizontal coordinates were established by classical geodetic methods
 GC0749.and adjusted by the National Geodetic Survey in April 1999..
 GC0749
 GC0749.The orthometric height was determined by differential leveling
 GC0749.and adjusted by the National Geodetic Survey in June 1991..
 GC0749
 GC0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0749
 GC0749.The geoid height was determined by GEOID03.
 GC0749
 GC0749.The dynamic height is computed by dividing the NAVD 88
 GC0749.geopotential number by the normal gravity value computed on the
 GC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0749.degrees latitude (g = 980.6199 gals.).
 GC0749
 GC0749.The modeled gravity was interpolated from observed gravity values.
 GC0749
 GC0749;                    North         East     Units Scale Factor Converg.
 GC0749;SPC TN       -   185,825.053   544,794.564   MT  0.99995292   -0 21 30.6
 GC0749;SPC TN       -   609,661.03  1,787,380.17   sFT  0.99995292   -0 21 30.6
 GC0749;UTM  16      - 3,984,754.563   534,933.835   MT  0.99961504   +0 13 40.4
 GC0749
 GC0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0749!SPC TN       -   0.99997288  x   0.99995292  =   0.99992581
 GC0749!UTM  16      -   0.99997288  x   0.99961504  =   0.99958794
 GC0749
 GC0749|---------------------------------------------------------------------|
 GC0749| PID    Reference Object                     Distance      Geod. Az  |
 GC0749|                                                           dddmmss.s |
 GC0749| GC0751 GILROY RM 1                          11.593 METERS 17100     |
 GC0749| GC0750 GILROY RM 2                           9.548 METERS 25651     |
 GC0749| GC0746 TURKEY                              APPROX. 2.3 KM 3175331.1 |
 GC0749|---------------------------------------------------------------------|
 GC0749
 GC0749                          SUPERSEDED SURVEY CONTROL
 GC0749
 GC0749  NAD 83(1995)-  36 00 23.91462(N)    086 36 44.51449(W) AD(       ) 2
 GC0749  NAD 83(1995)-  36 00 23.91512(N)    086 36 44.51434(W) AD(       ) 2
 GC0749  NAD 83(1986)-  36 00 23.92013(N)    086 36 44.51380(W) AD(       ) 2
 GC0749  NAD 27      -  36 00 23.69930(N)    086 36 44.52730(W) AD(       ) 2
 GC0749  NGVD 29 (??/??/92)  201.746  (m)          661.89   (f) ADJ UNCH    2 0
 GC0749
 GC0749.Superseded values are not recommended for survey control.
 GC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0749.See file dsdata.txt to determine how the superseded data were derived.
 GC0749
 GC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3493484755(NAD 83)
 GC0749_MARKER: DE = TRAVERSE STATION DISK
 GC0749_SETTING: 66 = SET IN ROCK OUTCROP
 GC0749_SP_SET: BEDROCK
 GC0749_STAMPING: GILROY 1960
 GC0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0749+STABILITY: POSITION/ELEVATION WELL
 GC0749
 GC0749  HISTORY     - Date     Condition        Report By
 GC0749  HISTORY     - 1960     MONUMENTED       CGS
 GC0749  HISTORY     - 1960     GOOD             CGS
 GC0749
 GC0749                          STATION DESCRIPTION
 GC0749
 GC0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0749'THE STATION IS LOCATED ON THE CREST OF A ROCK COVERED RIDGE, ABOUT
 GC0749'5.5 MILES WEST OF SMYRNA, 2.0 MILES WEST OF LA VERGNE AND 0.2 MILE
 GC0749'WEST OF THE DAVIDSON-RUTHERFORD COUNTY LINE.
 GC0749'
 GC0749'TO REACH THE STATION FROM THE MT. VIEW SCHOOL, WHICH IS ABOUT 2.0
 GC0749'MILES NORTHWEST OF LA VERGNE, GO SOUTHEAST ON U.S.  HIGHWAY 70S
 GC0749'FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, SOUTHERLY, FOR
 GC0749'2.2 MILES TO THE INTERSTATE HIGHWAY, WHICH IS NOW UNDER
 GC0749'CONSTRUCTION, TURN LEFT, SOUTHEAST, FOR 0.6 MILE TO THE STATION ON
 GC0749'THE RIGHT.
 GC0749'
 GC0749'STATION MARK IS 65 FEET NORTHEAST OF A TRIANGLE BLAZED TREE, 47.4
 GC0749'FEET NORTHEAST OF A WITNESS SIGN AND WIRE FENCE, AND 25 FEET
 GC0749'SOUTHWEST OF THE EDGE OF A HIGHWAY CUT.  THE MARK IS A STANDARD
 GC0749'TRAVERSE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GC0749'SET FLUSH, AND IS STAMPED GILROY 1960.
 GC0749'
 GC0749'REFERENCE MARK NO. 1 IS 21 FEET NORTHEAST OF THE WIRE FENCE.  THE
 GC0749'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0749'BEDROCK, SET FLUSH, AND IS STAMPED GILROY NO 1 1960.
 GC0749'
 GC0749'REFERENCE MARK NO. 2 IS 14 FEET NORTHEAST OF THE WIRE FENCE.  THE
 GC0749'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0749'BEDROCK, SET FLUSH, AND IS STAMPED GILROY NO 2 1960.
 GC0749'
 GC0749'TRAVERSE STATION TURKEY WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC0749'DESCRIPTION THEREOF.
 GC0749'
 GC0749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC0749
 GC0749                          STATION RECOVERY (1960)
 GC0749
 GC0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0749'4.8 MI SE FROM ANTIOCH.
 GC0749'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0749'FOR 0.1 MILE, THEN 4.65 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24.
 GC0749'THE STATION MARK IS ON THE SOUTH RIGHT OF WAY, ABOUT 50 FT. ABOVE
 GC0749'THE LEVEL OF THE HIGHWAY, 65 FT. NORTHEAST OF A TRIANGLE BLAZED
 GC0749'TREE, 47.4 FT. NORTHEAST OF A WITNESS SIGN AND WIRE FENCE, AND
 GC0749'25 FT. SOUTHWEST OF THE EDGE OF THE HIGHWAY CUT.  THE DISK IS
 GC0749'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0751 ***********************************************************************
 GC0751  DESIGNATION -  GILROY RM 1
 GC0751  PID         -  GC0751
 GC0751  STATE/COUNTY-  TN/DAVIDSON
 GC0751  USGS QUAD   -  LA VERGNE (1983)
 GC0751
 GC0751                         *CURRENT SURVEY CONTROL
 GC0751  ___________________________________________________________________
 GC0751* NAD 83(1986)-  36 00 23.     (N)    086 36 44.     (W)     SCALED    
 GC0751* NAVD 88     -       201.991  (meters)     662.70   (feet)  ADJUSTED  
 GC0751  ___________________________________________________________________
 GC0751  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0751  DYNAMIC HT  -         201.817 (meters)     662.13  (feet)  COMP
 GC0751  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GC0751
 GC0751  VERT ORDER  -  SECOND    CLASS 0
 GC0751
 GC0751.The horizontal coordinates were scaled from a topographic map and have
 GC0751.an estimated accuracy of +/- 6 seconds.
 GC0751
 GC0751.The orthometric height was determined by differential leveling
 GC0751.and adjusted by the National Geodetic Survey in June 1991..
 GC0751
 GC0751.The geoid height was determined by GEOID03.
 GC0751
 GC0751.The dynamic height is computed by dividing the NAVD 88
 GC0751.geopotential number by the normal gravity value computed on the
 GC0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0751.degrees latitude (g = 980.6199 gals.).
 GC0751
 GC0751.The modeled gravity was interpolated from observed gravity values.
 GC0751
 GC0751;                    North         East    Units  Estimated Accuracy
 GC0751;SPC TN       -   185,800.      544,810.      MT  (+/- 180 meters Scaled)
 GC0751
 GC0751                          SUPERSEDED SURVEY CONTROL
 GC0751
 GC0751  NGVD 29 (??/??/92)  202.010  (m)          662.76   (f) ADJ UNCH    2 0
 GC0751
 GC0751.Superseded values are not recommended for survey control.
 GC0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0751.See file dsdata.txt to determine how the superseded data were derived.
 GC0751
 GC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE349847(NAD 83)
 GC0751_MARKER: DR = REFERENCE MARK DISK
 GC0751_SETTING: 66 = SET IN ROCK OUTCROP
 GC0751_SP_SET: BEDROCK
 GC0751_STAMPING: GILROY NO 1 1960
 GC0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0751+STABILITY: POSITION/ELEVATION WELL
 GC0751
 GC0751  HISTORY     - Date     Condition        Report By
 GC0751  HISTORY     - 1960     MONUMENTED       CGS
 GC0751
 GC0751                          STATION DESCRIPTION
 GC0751
 GC0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0751'4.8 MI SE FROM ANTIOCH.
 GC0751'THIS MARK IS LOCATED AT THE GILROY 1960 STATION SITE, 38 FT. SOUTH
 GC0751'OF THE STATION MARK, AND 21 FT. NORTHEAST OF A WIRE FENCE.  THE
 GC0751'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0750 ***********************************************************************
 GC0750  DESIGNATION -  GILROY RM 2
 GC0750  PID         -  GC0750
 GC0750  STATE/COUNTY-  TN/DAVIDSON
 GC0750  USGS QUAD   -  LA VERGNE (1983)
 GC0750
 GC0750                         *CURRENT SURVEY CONTROL
 GC0750  ___________________________________________________________________
 GC0750* NAD 83(1986)-  36 00 23.     (N)    086 36 44.     (W)     SCALED    
 GC0750* NAVD 88     -       201.726  (meters)     661.83   (feet)  ADJUSTED  
 GC0750  ___________________________________________________________________
 GC0750  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0750  DYNAMIC HT  -         201.551 (meters)     661.26  (feet)  COMP
 GC0750  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GC0750
 GC0750  VERT ORDER  -  SECOND    CLASS 0
 GC0750
 GC0750.The horizontal coordinates were scaled from a topographic map and have
 GC0750.an estimated accuracy of +/- 6 seconds.
 GC0750
 GC0750.The orthometric height was determined by differential leveling
 GC0750.and adjusted by the National Geodetic Survey in June 1991..
 GC0750
 GC0750.The geoid height was determined by GEOID03.
 GC0750
 GC0750.The dynamic height is computed by dividing the NAVD 88
 GC0750.geopotential number by the normal gravity value computed on the
 GC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0750.degrees latitude (g = 980.6199 gals.).
 GC0750
 GC0750.The modeled gravity was interpolated from observed gravity values.
 GC0750
 GC0750;                    North         East    Units  Estimated Accuracy
 GC0750;SPC TN       -   185,800.      544,810.      MT  (+/- 180 meters Scaled)
 GC0750
 GC0750                          SUPERSEDED SURVEY CONTROL
 GC0750
 GC0750  NGVD 29 (??/??/92)  201.744  (m)          661.89   (f) ADJ UNCH    2 0
 GC0750
 GC0750.Superseded values are not recommended for survey control.
 GC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0750.See file dsdata.txt to determine how the superseded data were derived.
 GC0750
 GC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE349847(NAD 83)
 GC0750_MARKER: DR = REFERENCE MARK DISK
 GC0750_SETTING: 66 = SET IN ROCK OUTCROP
 GC0750_SP_SET: BEDROCK
 GC0750_STAMPING: GILROY NO 2 1960
 GC0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0750+STABILITY: POSITION/ELEVATION WELL
 GC0750
 GC0750  HISTORY     - Date     Condition        Report By
 GC0750  HISTORY     - 1960     MONUMENTED       CGS
 GC0750
 GC0750                          STATION DESCRIPTION
 GC0750
 GC0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0750'4.8 MI SE FROM ANTIOCH.
 GC0750'THIS MARK IS LOCATED AT THE GILROY 1960 STATION SITE, 31.3 FT.
 GC0750'WEST OF THE STATION MARK, AND 14 FT. NORTHEAST OF A WIRE FENCE.
 GC0750'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7258 ***********************************************************************
 DE7258  SACS        -  This is a Secondary Airport Control Station.
 DE7258  DESIGNATION -  GKT A
 DE7258  PID         -  DE7258
 DE7258  STATE/COUNTY-  TN/SEVIER
 DE7258  USGS QUAD   -  PIGEON FORGE (1970)
 DE7258
 DE7258                         *CURRENT SURVEY CONTROL
 DE7258  ___________________________________________________________________
 DE7258* NAD 83(1995)-  35 51 32.47226(N)    083 32 14.10379(W)     ADJUSTED  
 DE7258* NAVD 88     -       308.09   (meters)    1010.8    (feet)  GPS OBS   
 DE7258  ___________________________________________________________________
 DE7258  X           -     582,528.931 (meters)                     COMP
 DE7258  Y           -  -5,142,514.403 (meters)                     COMP
 DE7258  Z           -   3,715,687.713 (meters)                     COMP
 DE7258  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DE7258  ELLIP HEIGHT-         277.63  (meters)          (08/29/02) GPS OBS
 DE7258  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE7258
 DE7258  HORZ ORDER  -  FIRST
 DE7258  ELLP ORDER  -  THIRD     CLASS I
 DE7258
 DE7258.This mark is at Gatlinburg-Pigeon Forge Airport (GKT)
 DE7258
 DE7258.The horizontal coordinates were established by GPS observations
 DE7258.and adjusted by the National Geodetic Survey in August 2002..
 DE7258
 DE7258.The orthometric height was determined by GPS observations and a
 DE7258.high-resolution geoid model.
 DE7258
 DE7258.GPS derived orthometric heights for airport stations designated as
 DE7258.PACS or SACS are published to 2 decimal places.  This maintains
 DE7258.centimeter relative accuracy between the PACS and SACS.  It does
 DE7258.not indicate centimeter accuracy relative to other marks which are
 DE7258.part of the NAVD 88 network.
 DE7258
 DE7258.Photographs are available for this station.
 DE7258
 DE7258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7258
 DE7258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7258
 DE7258.The ellipsoidal height was determined by GPS observations
 DE7258.and is referenced to NAD 83.
 DE7258
 DE7258.The geoid height was determined by GEOID03.
 DE7258
 DE7258;                    North         East     Units Scale Factor Converg.
 DE7258;SPC TN       -   172,071.929   822,410.139   MT  0.99994850   +1 26 30.4
 DE7258;SPC TN       -   564,539.32  2,698,190.60   sFT  0.99994850   +1 26 30.4
 DE7258;UTM  17      - 3,971,284.649   270,893.588   MT  1.00024684   -1 29 13.0
 DE7258
 DE7258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7258!SPC TN       -   0.99995643  x   0.99994850  =   0.99990493
 DE7258!UTM  17      -   0.99995643  x   1.00024684  =   1.00020326
 DE7258
 DE7258                          SUPERSEDED SURVEY CONTROL
 DE7258
 DE7258.No superseded survey control is available for this station.
 DE7258
 DE7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7089471285(NAD 83)
 DE7258_MARKER: DD = SURVEY DISK
 DE7258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE7258_STAMPING: GKT A 1996
 DE7258_MARK LOGO: NGS   
 DE7258_PROJECTION: FLUSH
 DE7258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7258+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 DE7258_ROD/PIPE-DEPTH: 1    meters
 DE7258
 DE7258  HISTORY     - Date     Condition        Report By
 DE7258  HISTORY     - 1996     MONUMENTED       NGS
 DE7258  HISTORY     - 20020131 GOOD             NGS
 DE7258  HISTORY     - 20050708 GOOD             CAS
 DE7258
 DE7258                          STATION DESCRIPTION
 DE7258
 DE7258'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 DE7258'THIS STATION IS LOCATED AT THE WEST END OF RUNWAY 10  AT THE
 DE7258'GATLINBURG-PIGEON FORGE
 DE7258'(GKT) AIRPORT, JUST EAST OF  SEVIERVILLE, TN.  OWNERSHIP IS THE
 DE7258'GATLINBURG AIRPORT
 DE7258'AUTHORITY.  CONTACT THE AIRPORT MANAGER, DON BAKER, BEFORE ACCESSIING
 DE7258'AIRPORT
 DE7258'OPERATIONS AREA. PHONE (423) 453-8393.
 DE7258' 
 DE7258'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND U.S. HIGHWAYS 441
 DE7258'AND 411 IN
 DE7258'SEVIERVILLE, GO EAST ALONG U.S. HIGHWAY 411 FOR 2.25 MILES TO THE
 DE7258'JUNCTION OF INDUSTRIAL
 DE7258'PARK DRIVE ON RIGHT.  TURN RIGHT, SOUTH, ON INDUSTRIAL PARK DRIVE FOR
 DE7258'0.15 MILES TO
 DE7258'AIRPORT ROAD ON LEFT.  TURN LEFT, EAST, ON AIRPORT ROAD FOR 0.3 MILE
 DE7258'TO A GATE.  CONTINUE
 DE7258'EAST THROUGH THE GATE THEN SOUTH AROUND HANGAR AND HANGARS ON LEFT TO
 DE7258'EAST WEST
 DE7258'TAXIWAY.  TURN LEFT,  WEST, ON THE EAST WEST TAXIWAY FOR 0.85 MILE TO
 DE7258'THE END OF THE
 DE7258'TAXIWAY. TURN LEFT, SOUTH, TO STATION ON LEFT--NOTE-- NOT NECESSARY TO
 DE7258'DRIVE ONTO
 DE7258'RUNWAY
 DE7258'THE STATION IS A SURVEY DISK SET IN THE TOP OF A 1 METER (3.3 FEET)
 DE7258'LONG FENO PIPE ENCASED
 DE7258'IN A 0.16 METER (0.52 FEET) PVC PIPE WITH AN NGS LOGO COVER SURROUNDED
 DE7258'BY CONCRETE FLUSH
 DE7258'WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 DE7258'OF THE
 DE7258'PIPE.  THE STATION IS 8.7 METERS (28.5 FEET) FROM THE NORTH EDGE OF
 DE7258'THE RUNWAY.   6.8 METERS
 DE7258'(22.3 FEET)  SOUTHWEST FROM THE SOUTHWEST CORNER OF CONCRETE BASE,
 DE7258'0.85 METERS (2.8
 DE7258'FEET) NORTH OF THE NORTHEAST CORNER OF A 5X2 FOOT CONCRETE TAXIWAY A
 DE7258'SIGN BASE, 3.9
 DE7258'METERS (19.4 FEET) NORTHEAST  FROM A RUNWAY LIGHT.
 DE7258' 
 DE7258'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE7258' 
 DE7258' 
 DE7258' 
 DE7258' 
 DE7258'
 DE7258
 DE7258                          STATION RECOVERY (2005)
 DE7258
 DE7258'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 DE7258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0462 ***********************************************************************
 GA0462  DESIGNATION -  GL 6
 GA0462  PID         -  GA0462
 GA0462  STATE/COUNTY-  TN/CARTER
 GA0462  USGS QUAD   -  ELIZABETHTON (1968)
 GA0462
 GA0462                         *CURRENT SURVEY CONTROL
 GA0462  ___________________________________________________________________
 GA0462* NAD 83(1986)-  36 15 43.     (N)    082 11 22.     (W)     SCALED    
 GA0462* NAVD 88     -       570.508  (meters)    1871.74   (feet)  ADJUSTED  
 GA0462  ___________________________________________________________________
 GA0462  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0462  DYNAMIC HT  -         569.945 (meters)    1869.89  (feet)  COMP
 GA0462  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 GA0462
 GA0462  VERT ORDER  -  SECOND    CLASS 0
 GA0462
 GA0462.The horizontal coordinates were scaled from a topographic map and have
 GA0462.an estimated accuracy of +/- 6 seconds.
 GA0462
 GA0462.The orthometric height was determined by differential leveling
 GA0462.and adjusted by the National Geodetic Survey in June 1991..
 GA0462
 GA0462.The geoid height was determined by GEOID03.
 GA0462
 GA0462.The dynamic height is computed by dividing the NAVD 88
 GA0462.geopotential number by the normal gravity value computed on the
 GA0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0462.degrees latitude (g = 980.6199 gals.).
 GA0462
 GA0462.The modeled gravity was interpolated from observed gravity values.
 GA0462
 GA0462;                    North         East    Units  Estimated Accuracy
 GA0462;SPC TN       -   220,650.      942,340.      MT  (+/- 180 meters Scaled)
 GA0462
 GA0462                          SUPERSEDED SURVEY CONTROL
 GA0462
 GA0462  NGVD 29 (??/??/92)  570.638  (m)         1872.17   (f) ADJ UNCH    2 0
 GA0462
 GA0462.Superseded values are not recommended for survey control.
 GA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0462.See file dsdata.txt to determine how the superseded data were derived.
 GA0462
 GA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA931136(NAD 83)
 GA0462_MARKER: DD = SURVEY DISK
 GA0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0462_STAMPING: GL 6
 GA0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0462+STABILITY: SURFACE MOTION
 GA0462
 GA0462  HISTORY     - Date     Condition        Report By
 GA0462  HISTORY     - UNK      MONUMENTED       CGS
 GA0462  HISTORY     - 1935     GOOD             NGS
 GA0462
 GA0462                          STATION DESCRIPTION
 GA0462
 GA0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0462'1.8 MI S FROM HAMPTON.
 GA0462'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0462'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0462'COUNTY, 14 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 GA0462'GAP CREEK ROAD AND A PRIVATE ROAD LEADING TO THE E.S. PEARCE
 GA0462'RESIDENCE, 10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 1
 GA0462'YARD EAST OF A FENCE LINE, AND 5 INCHES HIGHER THAN THE HIGHWAY.
 GA0462'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED GL 6
 GA0462'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1835 ***********************************************************************
 FC1835  DESIGNATION -  GLADE
 FC1835  PID         -  FC1835
 FC1835  STATE/COUNTY-  TN/PUTNAM
 FC1835  USGS QUAD   -  DE ROSSETT (1984)
 FC1835
 FC1835                         *CURRENT SURVEY CONTROL
 FC1835  ___________________________________________________________________
 FC1835* NAD 83(1995)-  35 59 45.09856(N)    085 16 13.29354(W)     ADJUSTED  
 FC1835* NAVD 88     -       607.07   (+/-2cm)    1991.7    (feet)  VERTCON   
 FC1835  ___________________________________________________________________
 FC1835  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 FC1835  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1835
 FC1835  HORZ ORDER  -  SECOND
 FC1835  VERT ORDER  -  THIRD ? (See Below)
 FC1835
 FC1835.The horizontal coordinates were established by classical geodetic methods
 FC1835.and adjusted by the National Geodetic Survey in April 1999..
 FC1835
 FC1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1835.The vertical order pertains to the NGVD 29 superseded value.
 FC1835
 FC1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1835
 FC1835.The geoid height was determined by GEOID03.
 FC1835
 FC1835;                    North         East     Units Scale Factor Converg.
 FC1835;SPC TN       -   184,701.407   665,786.790   MT  0.99995237   +0 25 37.8
 FC1835;SPC TN       -   605,974.53  2,184,335.49   sFT  0.99995237   +0 25 37.8
 FC1835;UTM  16      - 3,984,872.634   655,903.935   MT  0.99989950   +1 01 00.3
 FC1835
 FC1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1835!SPC TN       -   0.99990924  x   0.99995237  =   0.99986162
 FC1835!UTM  16      -   0.99990924  x   0.99989950  =   0.99980875
 FC1835
 FC1835|---------------------------------------------------------------------|
 FC1835| PID    Reference Object                     Distance      Geod. Az  |
 FC1835|                                                           dddmmss.s |
 FC1835| CG5873 GLADE RM 3                           29.145 METERS 05627     |
 FC1835| CG5871 GLADE RM 1                           29.495 METERS 15933     |
 FC1835| CG5872 GLADE RM 2                           35.281 METERS 25329     |
 FC1835| CG5870 GLADE AZ MK                                        2542946.2 |
 FC1835| GB2389 WALKER RESET                        APPROX.20.8 KM 3413424.0 |
 FC1835|---------------------------------------------------------------------|
 FC1835
 FC1835                          SUPERSEDED SURVEY CONTROL
 FC1835
 FC1835  NAD 83(1995)-  35 59 45.10365(N)    085 16 13.29542(W) AD(       ) 2
 FC1835  NAD 83(1986)-  35 59 45.11048(N)    085 16 13.29504(W) AD(       ) 2
 FC1835  NAD 27      -  35 59 44.87500(N)    085 16 13.40400(W) AD(       ) 2
 FC1835  NGVD 29 (07/19/86)  607.11   (m)         1991.8    (f) LEVELING    3  
 FC1835
 FC1835.Superseded values are not recommended for survey control.
 FC1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1835.See file dsdata.txt to determine how the superseded data were derived.
 FC1835
 FC1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5590484873(NAD 83)
 FC1835_MARKER: DD = SURVEY DISK
 FC1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1835
 FC1835  HISTORY     - Date     Condition        Report By
 FC1835  HISTORY     - 1935     MONUMENTED       CGS
 FC1835  HISTORY     - 1960     GOOD             CGS
 FC1835
 FC1835                          STATION DESCRIPTION
 FC1835
 FC1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1835'STATION IS ON THE SW EDGE OF THE CUMBERLAND PLATEAU, BETWEEN
 FC1835'CALFKILLER AND CANEY FORK RIVERS, 12 MILES ENE OF SPARTA.
 FC1835'
 FC1835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FC1835'DISKS SET IN CONCRETE.
 FC1835'
 FC1835'STATION MARK IS 22.5 FEET NE OF 12-INCH TRIANGULAR BLAZED OAK TREE,
 FC1835'44 FEET W OF CENTER LINE OF N-S ROAD, 33 FEET N OF E-W ROAD,
 FC1835'AND 24 FEET SW OF 12-INCH TRIAGULAR BLAZED OAK TREE.
 FC1835'
 FC1835'REFERENCE MARK NO.1 IS S OF STATION, AND 2 PACES SW OF CENTER LINE OF
 FC1835'ROAD.
 FC1835'
 FC1835'REFERENCE MARK NO.2 IS WSW OF STATION, 2 PACES NW OF CENTER LINE OF
 FC1835'ROAD AND 6 PACES NE OF 8-INCH OAK TREE.
 FC1835'
 FC1835'AZIMUTH MARK IS 100 YARDS WSW OF STATION, 2 PACES NW OF CENTER LINE
 FC1835'OF ROAD, AND 3 PACES SW OF 4-INCH OAK TREE.
 FC1835'
 FC1835'TO REACH FROM RAILROAD STATION IN DEROSSETT GO E ON U.S. HIGHWAY 70
 FC1835'FOR 0.15 MILE TO CROSSROADS. TURN LEFT ON TO CINDER ROAD AND
 FC1835'GO 0.05 MILE TO RAILROAD TRACKS AND ROAD FORK. TAKE RIGHT FORK AND GO
 FC1835'0.45 MILE TO ANOTHER FORK, TAKE RIGHT FORK AND GO 1.75 MILES
 FC1835'TO THE OFFICE OF THE TENNESSEE PRODUCTS CORPORATION. CONTINUE AHEAD
 FC1835'FOR 0.3 MILE TO ROAD FORKS. TURN RIGHT ACROSS RAILROAD
 FC1835'TRACKS AND GO 0.85 MILE TO FORKS JUST BEYOND A BRIDGE. TAKE LEFT
 FC1835'FORK AND GO 1.55 MILES TO A CROSS ROAD AT A SCHOOLHOUSE. TURN
 FC1835'SHARP RIGHT AND GO 0.1 MILE TO A ROAD FORKS. TAKE LEFT FORK
 FC1835'AND GO 0.1 MILE TO A T-ROAD LEFT. KEEP STRAIGHT AHEAD AND GO 0.15
 FC1835'MILE TO T-ROAD LEFT. KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO
 FC1835'ROAD FORKS AT TOP OF GRADE, 12-INCH TRIANGULAR BLAZED OAK TREE AND
 FC1835'STATION SITE ON RIGHT.
 FC1835'
 FC1835'A 90-FOOT TOWER REQUIRED.
 FC1835
 FC1835                          STATION RECOVERY (1960)
 FC1835
 FC1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1835'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 FC1835'RECOVERED AND FOUND IN GOOD CONDITION. PART OF THE CONCRETE
 FC1835'MONUMENT FOR REFERENCE MARK NO. 2 WAS FOUND, BUT THE DISK WAS NOT
 FC1835'RECOVERED. THIS PARTY ESTABLISHED REFERENCE MARK NO. 3.
 FC1835'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1835'
 FC1835'THE STATION IS LOCATED ABOUT 14 MILES WEST OF CROSSVILLE, ABOUT 5
 FC1835'MILES SOUTHWEST OF MAYLAND, AND ABOUT 4 MILES NORTHWEST OF
 FC1835'PLEASANT HILL.
 FC1835'
 FC1835'TO REACH THE STATION FROM THE CUMBERLAND-WHITE COUNTY LINE WHICH IS
 FC1835'LOCATED ABOUT 13-1/2 MILES WEST OF CROSSVILLE ON U.S. HIGHWAY
 FC1835'70S, GO WEST, ON U.S. HIGHWAY 70S FOR 0.85 MILE TO A T-ROAD ON THE
 FC1835'RIGHT. TURN RIGHT, ON A HARD SURFACE ROAD AND GO 1.4 MILES
 FC1835'TO A FORK. KEEP RIGHT, AND FOLLOWING THE MAIN ROAD FOR 0.35 MILE TO A
 FC1835'CROSSROAD AND J.B. RANDOLPH GROCERY. TURN RIGHT, AND GO 0.8
 FC1835'MILE TO A FORK, KEEP LEFT, AND GO 0.7 MILE TO A FORK. KEEP LEFT, AND
 FC1835'GO 0.8 MILE TO AN ABANDONED CHURCH ON THE LEFT, AND AN ABANDONED
 FC1835'SCHOOL ON THE RIGHT. TURN SHARP RIGHT, AND GO 0.1 MILE TO A
 FC1835'FORK, KEEP RIGHT AND GO 0.2 MILE TO A T-ROAD ON THE LEFT. PROCEED
 FC1835'STRAIGHT AHEAD AND GO 0.4 MILE TO A FORK AND THE STATION ON
 FC1835'THE RIGHT.
 FC1835'
 FC1835'THE STATION MARK IS A STANDARD DISK, STAMPED GLADE 1935, SET IN A
 FC1835'CONCRTE MONUMENT, AND PROJECTS 3 INCHES. IT IS 60 FEET
 FC1835'NORTHWEST OF A ROAD FORK, 24 FEET NORTH OF A TRIANGULAR BLAZED
 FC1835'12-INCH OAK TREE, 16 FEET NORTH OF A TRACK ROAD, AND 1.5 FEET
 FC1835'SOUTH OF A WITNESS SIGN.
 FC1835'
 FC1835'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GLADE NO 1 1935, SET
 FC1835'IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES. IT IS 15
 FC1835'FEET SOUTHEAST OF A ROAD FORK, AND 6 FEET SOUTHWEST OF THE CENTER OF
 FC1835'A TRACK ROAD.
 FC1835'
 FC1835'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED GLADE NO 3 1935, SET
 FC1835'IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES. IT IS 52
 FC1835'FEET NORTHEAST OF A ROAD FORK, AND 22 FEET NORTHWEST OF THE CENTER OF
 FC1835'A TRACK ROAD.
 FC1835'
 FC1835'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED GLADE AZI
 FC1835'1935, SET IN A CONCRETE MONUMENT, AND PROJECTS 10 INCHES ON THE
 FC1835'SOUTH SIDE, AND 5 INCHES ON THE NORTH SIDE.  IT IS 7 FEET NORTH OF
 FC1835'THE CENTER OF A TRACK ROAD, AND 1.3 FEET SOUTH OF A WITNESS SIGN.
 FC1835'
 FC1835'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2583 ***********************************************************************
 GB2583  DESIGNATION -  GLADYS
 GB2583  PID         -  GB2583
 GB2583  STATE/COUNTY-  TN/SCOTT
 GB2583  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2583
 GB2583                         *CURRENT SURVEY CONTROL
 GB2583  ___________________________________________________________________
 GB2583* NAD 83(1995)-  36 22 42.87750(N)    084 35 16.77115(W)     ADJUSTED  
 GB2583* NAVD 88     -       461.4    (meters)    1514.     (feet)  VERTCON   
 GB2583  ___________________________________________________________________
 GB2583  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GB2583  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB2583
 GB2583  HORZ ORDER  -  SECOND
 GB2583
 GB2583.The horizontal coordinates were established by classical geodetic methods
 GB2583.and adjusted by the National Geodetic Survey in April 1999..
 GB2583
 GB2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2583
 GB2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2583
 GB2583.The geoid height was determined by GEOID03.
 GB2583
 GB2583;                    North         East     Units Scale Factor Converg.
 GB2583;SPC TN       -   227,835.999   726,695.359   MT  0.99999347   +0 49 35.9
 GB2583;SPC TN       -   747,491.94  2,384,166.36   sFT  0.99999347   +0 49 35.9
 GB2583;UTM  16      - 4,028,641.610   716,363.903   MT  1.00017681   +1 25 52.2
 GB2583
 GB2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2583!SPC TN       -   0.99993213  x   0.99999347  =   0.99992560
 GB2583!UTM  16      -   0.99993213  x   1.00017681  =   1.00010893
 GB2583
 GB2583:                Primary Azimuth Mark                     Grid Az
 GB2583:SPC TN       -  GLADYS AZ MK                             144 11 36.4
 GB2583:UTM  16      -  GLADYS AZ MK                             143 35 20.1
 GB2583
 GB2583|---------------------------------------------------------------------|
 GB2583| PID    Reference Object                     Distance      Geod. Az  |
 GB2583|                                                           dddmmss.s |
 GB2583| DB9826 GLADYS AZ MK                                       1450112.3 |
 GB2583| DB9827 GLADYS RM 1                          40.777 METERS 17627     |
 GB2583| DB9828 GLADYS RM 2                          20.609 METERS 27942     |
 GB2583|---------------------------------------------------------------------|
 GB2583
 GB2583                          SUPERSEDED SURVEY CONTROL
 GB2583
 GB2583  NAD 83(1995)-  36 22 42.87933(N)    084 35 16.77105(W) AD(       ) 2
 GB2583  NAD 83(1995)-  36 22 42.88577(N)    084 35 16.77641(W) AD(       ) 2
 GB2583  NAD 83(1986)-  36 22 42.88683(N)    084 35 16.77278(W) AD(       ) 2
 GB2583  NAD 27      -  36 22 42.59718(N)    084 35 16.98065(W) AD(       ) 2
 GB2583  NGVD 29 (07/19/86)  461.5    (m)         1514.     (f) VERT ANG       
 GB2583
 GB2583.Superseded values are not recommended for survey control.
 GB2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2583.See file dsdata.txt to determine how the superseded data were derived.
 GB2583
 GB2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1636428642(NAD 83)
 GB2583_MARKER: DD = SURVEY DISK
 GB2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2583
 GB2583  HISTORY     - Date     Condition        Report By
 GB2583  HISTORY     - 1965     MONUMENTED       TNHD
 GB2583  HISTORY     - 1980     GOOD             NGS
 GB2583
 GB2583                          STATION DESCRIPTION
 GB2583
 GB2583'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2583'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ROBBINS.
 GB2583'
 GB2583'TO REACH THE STATION FROM THE SOUTHERN RAILROAD DEPOT AT ROBBINS, GO
 GB2583'2.1 MILES NORTHERLY ON U.S. HIGHWAY 27 TO A GRAVELED ROAD ON
 GB2583'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT, WEST AND GO
 GB2583'0.25 MILE TO THE END OF THE GRAVELED ROAD AND THE STATION ON THE
 GB2583'RIGHT AS DESCRIBED.
 GB2583'
 GB2583'THE STATION IS 21 FEET WEST OF A GAP IN A FENCE, 19 FEET NORTHEAST OF
 GB2583'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 16 FEET WEST OF A
 GB2583'12-INCH PINE TREE, 12.9 FEET SOUTHWEST OF A WITNESS POST AND SIGN,
 GB2583'AND 12 FEET SOUTH OF THE FENCE. THE SURFACE MARK IS A STANDARD
 GB2583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2583'GLADYS 1965. NO UNDERGROUND MARK WAS ESTABLISHED AT THIS STATION.
 GB2583'
 GB2583'REFERENCE MARK NO. 1 IS 14 FEET NORTHEAST OF A TRIPLE-TRUNKED TREE,
 GB2583'11 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE
 GB2583'AND IN THE SOUTHEAST CORNER OF A CLEARED FIELD. IT IS A STANDARD
 GB2583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GLADYS RM-1
 GB2583'1965.
 GB2583'
 GB2583'REFERENCE MARK NO.2 IS 37 FEET EAST OF THE EAST EDGE OF THE BANK OF A
 GB2583'100-FOOT RAILROAD CUT, 7 FEET NORTH OF THE APPROXIMATE CENTER
 GB2583'OF THE END OF THE GRAVELED ROAD AND 4 FEET SOUTH OF A FENCE POST. IT
 GB2583'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2583'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2583'GLADYS RM-2 1965.
 GB2583'
 GB2583'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2583'GRAVELED DRIVE, 33 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2583'HIGHWAY 27, 2.8 FEET EAST OF A WITNESS POST AND SIGN AND 2 FEET EAST
 GB2583'OF A TELEPHONE POLE. IT IS A STANDARD TENNESSEE HIGHWAY
 GB2583'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH CONCRETE
 GB2583'MONUMENT AND THE DISK IS STAMPED GLADYS AZI 1965.
 GB2583'
 GB2583'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2583'
 GB2583'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GB2583
 GB2583                          STATION RECOVERY (1980)
 GB2583
 GB2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2583'ALL MARKS WERE FOUND IN GOOD CONDITION.  DUE TO VARIOUS CHANGES A NEW
 GB2583'DESCRIPTION FOLLOWS.
 GB2583'
 GB2583'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ROBBINS, 105 FEET EAST
 GB2583'OF A 100 FOOT RAILROAD CUT, 25 FEET NORTHWEST OF A 14 INCH OAK TREE,
 GB2583'1 FOOT EAST OF A METAL WITNESS POST, 16 FEET WEST OF A 16 INCH PINE
 GB2583'TREE, 12 FEET SOUTH OF A FENCE AND 18 FEET NORTHWEST OF THE
 GB2583'CENTERLINE OF DRIVEWAY AT CURVE TO THE RIGHT.  A STANDARD THD DISK
 GB2583'STAMPED---GLADYS 1965---SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 GB2583'WITH THE GROUND.
 GB2583'
 GB2583'TO REACH THE STATION FROM THE U.S. POST OFFICE AT ROBBINS, GO
 GB2583'NORTHLY ON U.S. HIGHWAY 27 FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT ON
 GB2583'OLD HIGHWAY 27 AND GO FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT
 GB2583'AND A SIDE ROAD LEFT.  TURN LEFT ON THE GRAVELED ROAD WHICH BECOMES A
 GB2583'DRIVEWAY AND GO FOR 0.25 MILE TO A SHARP CURVE TO THE RIGHT AND THE
 GB2583'STATION.
 GB2583'
 GB2583'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST AND 11 FEET
 GB2583'WEST OF THE CENTERLINE OF THE DRIVEWAY.  IT IS A STANDARD THD DISK
 GB2583'STAMPED---GLADYS RM-1 1965---FLUSH WITH THE GROUND.
 GB2583'
 GB2583'REFERENCE MARK 2 IS 37 FEET EAST OF EAST EDGE OF THE RAILROAD
 GB2583'CUT, AND 4 FEET SOUTH OF A FENCE.  IT IS A STANDARD THD DISK SET
 GB2583'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 GB2583'STAMPED---GLADYS RM-2 1965---.
 GB2583'
 GB2583'THE AZIMUTH MARK IS A STANDARD DISK, THD, SET IN THE TOP OF A SQUARE
 GB2583'CONCRETE POST 1 INCH UNDERGROUND, STAMPED---GLADYS AZ1 1965---2
 GB2583'FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST,
 GB2583'84 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY EAST AND 40 FEET
 GB2583'SOUTHWEST OF A POWER TRANSFORMER POLE AND 33 FEET EAST OF THE
 GB2583'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1498 ***********************************************************************
 GD1498  DESIGNATION -  GLEASON
 GD1498  PID         -  GD1498
 GD1498  STATE/COUNTY-  TN/WEAKLEY
 GD1498  USGS QUAD   -  PILLOWVILLE (1985)
 GD1498
 GD1498                         *CURRENT SURVEY CONTROL
 GD1498  ___________________________________________________________________
 GD1498* NAD 83(1995)-  36 12 13.33753(N)    088 38 24.24928(W)     ADJUSTED  
 GD1498* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 GD1498  ___________________________________________________________________
 GD1498  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GD1498  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1498
 GD1498  HORZ ORDER  -  SECOND
 GD1498
 GD1498.The horizontal coordinates were established by classical geodetic methods
 GD1498.and adjusted by the National Geodetic Survey in April 1999..
 GD1498
 GD1498.The orthometric height was scaled from a topographic map.
 GD1498
 GD1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1498
 GD1498.The geoid height was determined by GEOID03.
 GD1498
 GD1498;                    North         East     Units Scale Factor Converg.
 GD1498;SPC TN       -   210,719.880   362,611.420   MT  0.99996915   -1 32 44.2
 GD1498;SPC TN       -   691,336.81  1,189,667.63   sFT  0.99996915   -1 32 44.2
 GD1498;UTM  16      - 4,007,789.298   352,559.397   MT  0.99986785   -0 58 08.0
 GD1498
 GD1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1498!SPC TN       -   0.99997791  x   0.99996915  =   0.99994706
 GD1498!UTM  16      -   0.99997791  x   0.99986785  =   0.99984576
 GD1498
 GD1498:                Primary Azimuth Mark                     Grid Az
 GD1498:SPC TN       -  MCKENZIE TALL STACK                      128 09 24.9
 GD1498:UTM  16      -  MCKENZIE TALL STACK                      127 34 48.7
 GD1498
 GD1498|---------------------------------------------------------------------|
 GD1498| PID    Reference Object                     Distance      Geod. Az  |
 GD1498|                                                           dddmmss.s |
 GD1498| GD1491 MCKENZIE TALL STACK                 APPROX.13.1 KM 1263640.7 |
 GD1498| GD1490 MCKENZIE MUNICIPAL TANK             APPROX.13.6 KM 1265032.1 |
 GD1498| GD1493 MCKENZIE                            APPROX.14.9 KM 1291757.2 |
 GD1498| GD1500 GREENFIELD MUNICIPAL TANK           APPROX.15.3 KM 2492608.4 |
 GD1498|---------------------------------------------------------------------|
 GD1498
 GD1498                          SUPERSEDED SURVEY CONTROL
 GD1498
 GD1498  NAD 83(1995)-  36 12 13.33851(N)    088 38 24.25318(W) AD(       ) 2
 GD1498  NAD 83(1995)-  36 12 13.33860(N)    088 38 24.25344(W) AD(       ) 2
 GD1498  NAD 83(1986)-  36 12 13.34929(N)    088 38 24.24677(W) AD(       ) 2
 GD1498  NAD 27      -  36 12 13.12400(N)    088 38 24.04700(W) AD(       ) 2
 GD1498
 GD1498.Superseded values are not recommended for survey control.
 GD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1498.See file dsdata.txt to determine how the superseded data were derived.
 GD1498
 GD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5255907789(NAD 83)
 GD1498_MARKER: DS = TRIANGULATION STATION DISK
 GD1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1498_STAMPING: GLEASON 1934
 GD1498_MARK LOGO: CGS   
 GD1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1498+STABILITY: SURFACE MOTION
 GD1498
 GD1498  HISTORY     - Date     Condition        Report By
 GD1498  HISTORY     - 1934     MONUMENTED       CGS
 GD1498  HISTORY     - 1967     GOOD             CGS
 GD1498  HISTORY     - 1971     GOOD             LOCENG
 GD1498
 GD1498                          STATION DESCRIPTION
 GD1498
 GD1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1498'ABOUT 1.75 MILES WEST-SOUTHWEST OF GLEASON, ON SUMMIT OF PROMINENT
 GD1498'HEAVILY WOODED HILL KNOWN LOCALLY AS OLD MOUND, AND ON PROPERTY SAID
 GD1498'TO BELONG TO DR. R. W. BANDY.  TO REACH FROM RAILROAD STATION IN
 GD1498'GLEASON, TAKE MAIN CROSS STREET OVER TRACK LEADING SOUTHWEST AND
 GD1498'FOLLOW STRAIGHT AHEAD 0.55 MILE, FOLLOW LEFT FORK AT OLD SMALL
 GD1498'STONE HOUSE IN FORK 0.5 MILE, TURN WEST ONTO DIRT T-ROAD BETWEEN
 GD1498'TWO FARMHOUSES AND GO 0.8 MILE, 60 YARDS BEFORE REACHING TOP
 GD1498'OF GRADE, TURN RIGHT THROUGH WOODS AND GO ABOUT 150 YARDS TO TOP
 GD1498'OF HILL AND STATION SITE WHICH IS 47 FEET NORTH-NORTHEAST OF
 GD1498'8-INCH OAK WITH TRIANGULAR BLAZE.  SURFACE AND UNDERGROUND
 GD1498'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1498'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1498'CONCRETE.  NO. 1 IS ON DOWN SLOPE, 3 FEET WEST OF
 GD1498'14-INCH HICKORY, AND 101.2 FEET SLOPE DISTANCE FROM STATION
 GD1498'N 51 DEG 20 MIN E.  NO. 2 IS ABOUT 6 FEET LOWER IN ELEVATION
 GD1498'THAN AND 74.2 FEET SLOPE DISTANCE FROM STATION N 43 DEG 57 MIN W.
 GD1498'AZIMUTH MARK IS ABOUT 125 YARDS NORTHWEST OF JACK DUNNS
 GD1498'RESIDENCE, 35 FEET EAST OF LANE, 15 FEET NORTH OF CENTER OF ROAD
 GD1498'ON FENCE LINE OF JEFF PARKS, AND 0.3 MILE FROM STATION
 GD1498'N 72 DEG 20 MIN E.
 GD1498
 GD1498                          STATION RECOVERY (1967)
 GD1498
 GD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1498'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1498'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT
 GD1498'WAS FOUND LAYING ON THE SURFACE OF THE GROUND SOME DISTANCE FROM ITS
 GD1498'ORIGINAL SITE AND THE DISK WAS REMOVED.  A FIRE LOOKOUT TOWER
 GD1498'IS NOW BUILT DIRECTLY OVER THE STATION MARK, AND IT IS NOT POSSIBLE
 GD1498'TO OCCUPY THE STATION WITHOUT REMOVING SEVERAL OF THE STEPS.
 GD1498'THEREFORE, A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME AS
 GD1498'THE STATION WAS RECOVERED DURING THE FIRE DANGER PERIOD.
 GD1498'
 GD1498'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1498'
 GD1498'THE STATION IS LOCATED DIRECTLY UNDER TENNESSEE FOREST SERVICE FIRE
 GD1498'TOWER WT37, ABOUT 1.75 MILES WEST-SOUTHWEST OF GLEASON, ON THE
 GD1498'SUMMIT OF A PROMINENT, HEAVILY WOODED HILL, KNOWN LOCALLY AS OLD
 GD1498'MOUND.
 GD1498'
 GD1498'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE SOUTHEAST CORNER
 GD1498'OF THE POST OFFICE IN GLEASON, GO WEST 0.1 MILE TO A CROSS STREET
 GD1498'AND THE SCHOOLHOUSE DEAD AHEAD.  HERE TURN LEFT AND GO SOUTH FOR
 GD1498'0.05 OF A MILE TO A PAVED CROSS STREET AND THE RAILROAD DEPOT IN THE
 GD1498'SOUTHEAST ANGLE.  HERE TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 GD1498'0.55 MILE TO COUNTY ROUTE S8018 ON THE LEFT, TURN LEFT AND GO
 GD1498'SOUTHWESTERLY AND SOUTH ON COUNTY ROUTE S8018 FOR 0.5 MILE TO
 GD1498'COUNTY ROUTE R9668.  HERE TURN RIGHT ON COUNTY ROUTE R9668 AND GO
 GD1498'SOUTHWESTERLY FOR 0.85 MILE TO A GRAVELED DRIVE ON THE RIGHT LEADING
 GD1498'TO THE LOOKOUT TOWER.  TURN RIGHT ON THIS GRAVELED DRIVE AND GO
 GD1498'WEST AND NORTH UP A STEEP HILL FOR 0.1 MILE TO THE LOOKOUT TOWER AND
 GD1498'THE STATION AS DESCRIBED.
 GD1498'
 GD1498'THE STATION IS LOCATED DIRECTLY UNDER THE CENTER OF THE LOOKOUT
 GD1498'TOWER, 1.7 FEET NORTH OF THE CONCRETE SLAB AT THE BASE OF THE STEPS
 GD1498'AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1498'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1498'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD1498'GLEASON 1934.
 GD1498'
 GD1498'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 101.2
 GD1498'FEET SLOPE FROM THE STATION, 87 FEET NORTHEAST OF THE NORTHEAST
 GD1498'CORNER OF THE FOOTING FOR THE NORTHEAST LEG OF THE TOWER, 68 FEET
 GD1498'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RADIO SHACK, 18
 GD1498'FEET NORTH OF A 14-INCH YELLOW POPLAR TREE, 15 FEET WEST OF A 16-INCH
 GD1498'YELLOW POPLAR TREE, AND 8 FEET SOUTH OF A 16-INCH YELLOW POPLAR
 GD1498'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1498'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GD1498'GLEASON NO 1 1934.
 GD1498'
 GD1498'REFERENCE MARK NO. 2 IS ON THE NORTH-NORTHWEST SLOPE OF THE HILL,
 GD1498'74.2 FEET SLOPE FROM THE STATION, 60 FEET NORTHWEST OF THE NORTHWEST
 GD1498'CORNER OF THE FOOTING FOR THE NORTHWEST LEG OF THE TOWER, 43 FEET
 GD1498'WEST OF A SMALL RADIO TOWER, 19 FEET EAST OF A 14-INCH WHITE OAK
 GD1498'TREE, AND 19 FEET SOUTH OF A 12-INCH WHITE OAK TREE.  IT IS A
 GD1498'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1498'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED GLEASON NO 2 1934.
 GD1498'
 GD1498'DUE TO MANY TREES ON LINE, NO EFFORT WAS MADE TO MEASURE BETWEEN THE
 GD1498'REFERENCE MARKS.
 GD1498'
 GD1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.75 MILES
 GD1498'WEST-SOUTHWEST OF GLEASON.
 GD1498
 GD1498                          STATION RECOVERY (1971)
 GD1498
 GD1498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1498'GLEASON STATION MARK RECOVERED IN GOOD CONDITION.
 GD1498'
 GD1498'GLEASON 1934 FOUND STAMPED ON THE POINT.
 GD1498'
 GD1498'ADD TO DESCRIPTION AT OF BASE OF CENTERLINE FIRE TOWER.  C. AND G. S.
 GD1498'SURVEY MARKER SIGN AT MON.
 GD1498'
 GD1498'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.35 MI. S. W. GLEASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0371 ***********************************************************************
 FD0371  DESIGNATION -  GLOBE
 FD0371  PID         -  FD0371
 FD0371  STATE/COUNTY-  TN/MARSHALL
 FD0371  USGS QUAD   -  LEWISBURG (1981)
 FD0371
 FD0371                         *CURRENT SURVEY CONTROL
 FD0371  ___________________________________________________________________
 FD0371* NAD 83(1995)-  35 25 04.43852(N)    086 52 26.59453(W)     ADJUSTED  
 FD0371* NAVD 88     -       247.045  (meters)     810.51   (feet)  ADJUSTED  
 FD0371  ___________________________________________________________________
 FD0371  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD0371  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0371  DYNAMIC HT  -         246.821 (meters)     809.78  (feet)  COMP
 FD0371  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0371
 FD0371  HORZ ORDER  -  SECOND
 FD0371  VERT ORDER  -  SECOND    CLASS 0
 FD0371
 FD0371.The horizontal coordinates were established by classical geodetic methods
 FD0371.and adjusted by the National Geodetic Survey in April 1999..
 FD0371
 FD0371.The orthometric height was determined by differential leveling
 FD0371.and adjusted by the National Geodetic Survey in June 1991..
 FD0371
 FD0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0371
 FD0371.The geoid height was determined by GEOID03.
 FD0371
 FD0371.The dynamic height is computed by dividing the NAVD 88
 FD0371.geopotential number by the normal gravity value computed on the
 FD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0371.degrees latitude (g = 980.6199 gals.).
 FD0371
 FD0371.The modeled gravity was interpolated from observed gravity values.
 FD0371
 FD0371;                    North         East     Units Scale Factor Converg.
 FD0371;SPC TN       -   120,686.672   520,620.067   MT  0.99997462   -0 30 42.1
 FD0371;SPC TN       -   395,952.86  1,708,067.67   sFT  0.99997462   -0 30 42.1
 FD0371;UTM  16      - 3,919,395.424   511,434.044   MT  0.99960161   +0 04 22.8
 FD0371
 FD0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0371!SPC TN       -   0.99996558  x   0.99997462  =   0.99994020
 FD0371!UTM  16      -   0.99996558  x   0.99960161  =   0.99956720
 FD0371
 FD0371|---------------------------------------------------------------------|
 FD0371| PID    Reference Object                     Distance      Geod. Az  |
 FD0371|                                                           dddmmss.s |
 FD0371| FD0370 GLOBE RM 1                           28.907 METERS 06959     |
 FD0371| FD0372 GLOBE RM 2                           31.236 METERS 12631     |
 FD0371| FD0367 MACK                                APPROX. 3.5 KM 3392932.9 |
 FD0371|---------------------------------------------------------------------|
 FD0371
 FD0371                          SUPERSEDED SURVEY CONTROL
 FD0371
 FD0371  NAD 83(1995)-  35 25 04.44101(N)    086 52 26.59580(W) AD(       ) 2
 FD0371  NAD 83(1995)-  35 25 04.44140(N)    086 52 26.59599(W) AD(       ) 2
 FD0371  NAD 83(1986)-  35 25 04.44802(N)    086 52 26.59513(W) AD(       ) 2
 FD0371  NAD 27      -  35 25 04.18060(N)    086 52 26.59050(W) AD(       ) 2
 FD0371  NGVD 29 (??/??/92)  247.026  (m)          810.45   (f) ADJ UNCH    2 0
 FD0371
 FD0371.Superseded values are not recommended for survey control.
 FD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0371.See file dsdata.txt to determine how the superseded data were derived.
 FD0371
 FD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1143419395(NAD 83)
 FD0371_MARKER: DR = REFERENCE MARK DISK
 FD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0371_STAMPING: GLOBE 1960
 FD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0371+STABILITY: SURFACE MOTION
 FD0371
 FD0371  HISTORY     - Date     Condition        Report By
 FD0371  HISTORY     - 1960     MONUMENTED       CGS
 FD0371  HISTORY     - 1960     GOOD             CGS
 FD0371
 FD0371                          STATION DESCRIPTION
 FD0371
 FD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0371'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF LEWISBURG AND ABOUT
 FD0371'5 MILES NORTHWEST OF
 FD0371'CORNERSVILLE.
 FD0371'
 FD0371'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF SQUARE IN
 FD0371'LEWISBURG, GO WEST ON STATE
 FD0371'HIGHWAY 50 FOR 1.25 MILES TO THE JUNCTION OF STATE HIGHWAYS
 FD0371'50 AND 50A.  KEEP LEFT AND
 FD0371'GO WESTERLY ON STATE HIGHWAY 50A FOR 4.05
 FD0371'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FD0371'SOUTHERLY ON A GRAVELED
 FD0371'ROAD FOR 2.25 MILES TO A SHARP LEFT CURVE AND A NARROW GRAVELED
 FD0371'ROAD STRAIGHT
 FD0371'AHEAD.  CONTINUE STRAIGHT AHEAD ABOUT 150 FEET AND STATION
 FD0371'ON THE RIGHT.
 FD0371'
 FD0371'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0371'MONUMENT, STAMPED
 FD0371'GLOBE 1960, AND SET FLUSH.  IT IS 110 FEET WEST OF THE CENTER
 FD0371'OF A GRAVELED ROAD, 13
 FD0371'FEET EAST OF A WIRE FENCE AND 3.6 FEET
 FD0371'SOUTHEAST OF A WITNESS SIGN.
 FD0371'
 FD0371'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0371'STAMPED GLOBE NO 1 1960,
 FD0371'AND SET FLUSH.  IT IS 45 FEET SOUTHWEST OF A FENCE
 FD0371'CORNER POST AND 22 FEET WEST OF THE
 FD0371'CENTER OF A GRAVELED ROAD.
 FD0371'
 FD0371'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0371'STAMPED GOLBE NO 2 1960,
 FD0371'AND SET FLUSH.  IT IS 24 FEET WEST OF THE CENTER OF
 FD0371'A GRAVELED ROAD AND ABOUT 3 FEET
 FD0371'LOWER THAN THE STATION MARK.
 FD0371'
 FD0371'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0371'STATION MACK WAS USED AS THE
 FD0371'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0371'
 FD0371'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FD0371
 FD0371                          STATION RECOVERY (1960)
 FD0371
 FD0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0371'6.8 MI S FROM BRYANT.
 FD0371'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0371'ROAD, THEN 1.5 MILES SOUTH ON INTERSTATE HIGHWAY 65, THEN 0.5
 FD0371'MILES EAST ON A PRIVATE DRIVE, THEN 0.65 MILE SOUTH ON A GRAVELED
 FD0371'ROAD TO A T JUNCTION.  THE STATION MARK IS ABOUT 150 FT. SOUTH
 FD0371'AND 110 FT. WEST OF THE T JUNCTION, 110 FT. WEST OF THE CENTER OF
 FD0371'A GRAVELED ROAD, 13 FT. EAST OF A WIRE FENCE AND 3.6 FT. SOUTHEAST
 FD0371'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0371'THAT IS FLUSH WITH THE GROUND AND ABOUT 8 FT. ABOVE THE LEVEL
 FD0371'OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0370 ***********************************************************************
 FD0370  DESIGNATION -  GLOBE RM 1
 FD0370  PID         -  FD0370
 FD0370  STATE/COUNTY-  TN/MARSHALL
 FD0370  USGS QUAD   -  LEWISBURG (1981)
 FD0370
 FD0370                         *CURRENT SURVEY CONTROL
 FD0370  ___________________________________________________________________
 FD0370* NAD 83(1986)-  35 25 04.     (N)    086 52 26.     (W)     SCALED    
 FD0370* NAVD 88     -       245.166  (meters)     804.35   (feet)  ADJUSTED  
 FD0370  ___________________________________________________________________
 FD0370  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0370  DYNAMIC HT  -         244.943 (meters)     803.62  (feet)  COMP
 FD0370  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0370
 FD0370  VERT ORDER  -  SECOND    CLASS 0
 FD0370
 FD0370.The horizontal coordinates were scaled from a topographic map and have
 FD0370.an estimated accuracy of +/- 6 seconds.
 FD0370
 FD0370.The orthometric height was determined by differential leveling
 FD0370.and adjusted by the National Geodetic Survey in June 1991..
 FD0370
 FD0370.The geoid height was determined by GEOID03.
 FD0370
 FD0370.The dynamic height is computed by dividing the NAVD 88
 FD0370.geopotential number by the normal gravity value computed on the
 FD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0370.degrees latitude (g = 980.6199 gals.).
 FD0370
 FD0370.The modeled gravity was interpolated from observed gravity values.
 FD0370
 FD0370;                    North         East    Units  Estimated Accuracy
 FD0370;SPC TN       -   120,670.      520,640.      MT  (+/- 180 meters Scaled)
 FD0370
 FD0370                          SUPERSEDED SURVEY CONTROL
 FD0370
 FD0370  NGVD 29 (??/??/92)  245.147  (m)          804.29   (f) ADJ UNCH    2 0
 FD0370
 FD0370.Superseded values are not recommended for survey control.
 FD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0370.See file dsdata.txt to determine how the superseded data were derived.
 FD0370
 FD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114193(NAD 83)
 FD0370_MARKER: DR = REFERENCE MARK DISK
 FD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0370_STAMPING: GLOBE NO 1 1960
 FD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0370+STABILITY: SURFACE MOTION
 FD0370
 FD0370  HISTORY     - Date     Condition        Report By
 FD0370  HISTORY     - 1960     MONUMENTED       CGS
 FD0370
 FD0370                          STATION DESCRIPTION
 FD0370
 FD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0370'6.8 MI S FROM BRYANT.
 FD0370'THIS MARK IS LOCATED AT THE GLOBE 1960 STATION SITE, 94.8 FT.
 FD0370'EAST OF THE STATION MARK, 45 FT. SOUTHWEST OF A FENCE CORNER POST
 FD0370'AND 22 FT. WEST OF THE CENTER OF A GRAVELED ROAD.  THE DISK IS
 FD0370'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 FD0370'THE GROUND AND ABOUT 3 FT. ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0372 ***********************************************************************
 FD0372  DESIGNATION -  GLOBE RM 2
 FD0372  PID         -  FD0372
 FD0372  STATE/COUNTY-  TN/MARSHALL
 FD0372  USGS QUAD   -  LEWISBURG (1981)
 FD0372
 FD0372                         *CURRENT SURVEY CONTROL
 FD0372  ___________________________________________________________________
 FD0372* NAD 83(1986)-  35 25 04.     (N)    086 52 26.     (W)     SCALED    
 FD0372* NAVD 88     -       244.927  (meters)     803.56   (feet)  ADJUSTED  
 FD0372  ___________________________________________________________________
 FD0372  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0372  DYNAMIC HT  -         244.705 (meters)     802.84  (feet)  COMP
 FD0372  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0372
 FD0372  VERT ORDER  -  SECOND    CLASS 0
 FD0372
 FD0372.The horizontal coordinates were scaled from a topographic map and have
 FD0372.an estimated accuracy of +/- 6 seconds.
 FD0372
 FD0372.The orthometric height was determined by differential leveling
 FD0372.and adjusted by the National Geodetic Survey in June 1991..
 FD0372
 FD0372.The geoid height was determined by GEOID03.
 FD0372
 FD0372.The dynamic height is computed by dividing the NAVD 88
 FD0372.geopotential number by the normal gravity value computed on the
 FD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0372.degrees latitude (g = 980.6199 gals.).
 FD0372
 FD0372.The modeled gravity was interpolated from observed gravity values.
 FD0372
 FD0372;                    North         East    Units  Estimated Accuracy
 FD0372;SPC TN       -   120,670.      520,640.      MT  (+/- 180 meters Scaled)
 FD0372
 FD0372                          SUPERSEDED SURVEY CONTROL
 FD0372
 FD0372  NGVD 29 (??/??/92)  244.908  (m)          803.50   (f) ADJ UNCH    2 0
 FD0372
 FD0372.Superseded values are not recommended for survey control.
 FD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0372.See file dsdata.txt to determine how the superseded data were derived.
 FD0372
 FD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114193(NAD 83)
 FD0372_MARKER: DR = REFERENCE MARK DISK
 FD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0372_STAMPING: GLOBE NO 2 1960
 FD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0372+STABILITY: SURFACE MOTION
 FD0372
 FD0372  HISTORY     - Date     Condition        Report By
 FD0372  HISTORY     - 1960     MONUMENTED       CGS
 FD0372
 FD0372                          STATION DESCRIPTION
 FD0372
 FD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0372'6.8 MI S FROM BRYANT.
 FD0372'THIS MARK IS LOCATED AT THE GLOBE 1960 STATION SITE, 102.5 FT.
 FD0372'SOUTHEAST OF THE STATION MARK, 24 FT. WEST OF THE CENTER OF A
 FD0372'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0372'IS FLUSH WITH THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FD0372'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0094 ***********************************************************************
 FD0094  DESIGNATION -  GOAT
 FD0094  PID         -  FD0094
 FD0094  STATE/COUNTY-  TN/RUTHERFORD
 FD0094  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0094
 FD0094                         *CURRENT SURVEY CONTROL
 FD0094  ___________________________________________________________________
 FD0094* NAD 83(1995)-  35 41 38.40898(N)    086 17 46.13515(W)     ADJUSTED  
 FD0094* NAVD 88     -       244.219  (meters)     801.24   (feet)  ADJUSTED  
 FD0094  ___________________________________________________________________
 FD0094  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FD0094  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0094  DYNAMIC HT  -         243.997 (meters)     800.51  (feet)  COMP
 FD0094  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FD0094
 FD0094  HORZ ORDER  -  SECOND
 FD0094  VERT ORDER  -  SECOND    CLASS 0
 FD0094
 FD0094.The horizontal coordinates were established by classical geodetic methods
 FD0094.and adjusted by the National Geodetic Survey in April 1999..
 FD0094
 FD0094.The orthometric height was determined by differential leveling
 FD0094.and adjusted by the National Geodetic Survey in June 1991..
 FD0094
 FD0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0094
 FD0094.The geoid height was determined by GEOID03.
 FD0094
 FD0094.The dynamic height is computed by dividing the NAVD 88
 FD0094.geopotential number by the normal gravity value computed on the
 FD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0094.degrees latitude (g = 980.6199 gals.).
 FD0094
 FD0094.The modeled gravity was interpolated from observed gravity values.
 FD0094
 FD0094;                    North         East     Units Scale Factor Converg.
 FD0094;SPC TN       -   151,005.397   573,196.718   MT  0.99995137   -0 10 24.2
 FD0094;SPC TN       -   495,423.54  1,880,562.90   sFT  0.99995137   -0 10 24.2
 FD0094;UTM  16      - 3,950,237.947   563,681.123   MT  0.99964997   +0 24 38.4
 FD0094
 FD0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0094!SPC TN       -   0.99996616  x   0.99995137  =   0.99991753
 FD0094!UTM  16      -   0.99996616  x   0.99964997  =   0.99961614
 FD0094
 FD0094|---------------------------------------------------------------------|
 FD0094| PID    Reference Object                     Distance      Geod. Az  |
 FD0094|                                                           dddmmss.s |
 FD0094| FD0093 GOAT RM 1                            18.766 METERS 16123     |
 FD0094| FD0095 GOAT RM 2                            13.591 METERS 25027     |
 FD0094| FD0087 WAYSIDE                             APPROX. 3.7 KM 3232911.3 |
 FD0094|---------------------------------------------------------------------|
 FD0094
 FD0094                          SUPERSEDED SURVEY CONTROL
 FD0094
 FD0094  NAD 83(1995)-  35 41 38.41560(N)    086 17 46.13632(W) AD(       ) 2
 FD0094  NAD 83(1986)-  35 41 38.42015(N)    086 17 46.13405(W) AD(       ) 2
 FD0094  NAD 27      -  35 41 38.16370(N)    086 17 46.15960(W) AD(       ) 2
 FD0094  NGVD 29 (??/??/92)  244.222  (m)          801.25   (f) ADJ UNCH    2 0
 FD0094
 FD0094.Superseded values are not recommended for survey control.
 FD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0094.See file dsdata.txt to determine how the superseded data were derived.
 FD0094
 FD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6368150238(NAD 83)
 FD0094_MARKER: DB = BENCH MARK DISK
 FD0094_SETTING: 66 = SET IN ROCK OUTCROP
 FD0094_SP_SET: BEDROCK
 FD0094_STAMPING: GOAT 1960
 FD0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0094+STABILITY: POSITION/ELEVATION WELL
 FD0094
 FD0094  HISTORY     - Date     Condition        Report By
 FD0094  HISTORY     - 1960     MONUMENTED       CGS
 FD0094  HISTORY     - 1960     GOOD             CGS
 FD0094
 FD0094                          STATION DESCRIPTION
 FD0094
 FD0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0094'THE STATION IS LOCATED ON THE PROPERTY OF MRS LINDA TRIBBLE, ABOUT 12
 FD0094'MILES SOUTHEAST OF
 FD0094'MURFREESBORO, 5.5 MILES NORTHWEST OF BEECH GROVE, AND
 FD0094'ABOUT 0.2 MILE SOUTHWEST OF U S
 FD0094'HIGHWAY 41.
 FD0094'
 FD0094'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0094'NORTHWEST, ON U S HIGHWAY
 FD0094'41 FOR 3.4 MILES TO HOOVERS GAP, CONTINUE NORTHWEST ON U S
 FD0094'HIGHWAY 41 FOR 1.85 MILES
 FD0094'TO A WIRE GATE ON THE LEFT, THIS IS ABOUT
 FD0094'0.1 MILE BEFORE REACHING CREST OF RIDGE AND
 FD0094'PARKING AREA ON THE LEFT
 FD0094'SIDE OF THE HIGHWAY.  TURN LEFT, PASS THROUGH GATE AND FOLLOW
 FD0094'DIM TRACK ROAD
 FD0094'FOR 0.05 MILE, THEN BEAR RIGHT AND FOLLOW DIM TRACK ROAD
 FD0094'WESTERLY ALONG THE SOUTH
 FD0094'SLOPE OF THE RIDGE FOR 0.2 MILE.  TURN
 FD0094'RIGHT, AND PICK THE BEST ROUTE NORTH TO THE
 FD0094'CREST OF RIDGE AND THE
 FD0094'STATION LOCATED ON THE NORTHERN SLOPE OF RIDGE.
 FD0094'
 FD0094'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED GOAT 1960,
 FD0094'CEMENTED IN A DRILL HOLE IN
 FD0094'BEDROCK, AND SET 12 INCHES BELOW THE SURFACE.  IT IS
 FD0094'3.2 FEET NORTH OF A WITNESS SIGN
 FD0094'AND CAIRN.
 FD0094'
 FD0094'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED GOAT NO 1 1960,
 FD0094'CEMENTED IN A DRILL HOLE
 FD0094'IN OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 1 FOOT NORTH
 FD0094'OF A CAIRN AND ABOUT 3 FEET
 FD0094'HIGHER THAN THE STATION MARK.
 FD0094'
 FD0094'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED GOAT NO 2 1960,
 FD0094'CEMENTED IN A DRILL HOLE
 FD0094'IN OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 2 FEET NORTH
 FD0094'OF A CAIRN AND ABOUT THE SAME
 FD0094'ELEVATION AS THE STATION MARK.
 FD0094'
 FD0094'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 FD0094'SUITABLE LOCATION FOUND.
 FD0094'
 FD0094'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 FD0094
 FD0094                          STATION RECOVERY (1960)
 FD0094
 FD0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0094'5.8 MI NW FROM BEECH GROVE.
 FD0094'FROM THE POST OFFICE IN BEECH GROVE, GO 5.6 MILES NORTHWEST
 FD0094'ON U.S. HIGHWAY 41 TO A WIRE GATE ON THE LEFT, THIS IS ABOUT
 FD0094'0.1 MILE BEFORE REACHING CREST OF RIDGE AND PARKING AREA ON
 FD0094'THE LEFT SIDE OF THE HIGHWAY.  TURN LEFT, PASS THROUGH GATE AND
 FD0094'FOLLOW DIM TRACK ROAD FOR 0.05 MILE, THEN BEAR RIGHT AND FOLLOW
 FD0094'DIM TRACK ROAD WESTERLY ALONG THE SOUTH SLOPE OF THE RIDGE FOR
 FD0094'0.2 MILE.  TURN RIGHT, AND PICK THE BEST ROUTE NORTH TO THE CREST
 FD0094'OF THE RIDGE AND THE STATION LOCATED ON THE NORTHERN SLOPE OF
 FD0094'RIDGE.  THE STATION MARK IS 3.2 FT. NORTH OF A WITNESS SIGN AND
 FD0094'CAIRN.  THE DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK 12
 FD0094'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1112 ***********************************************************************
 FC1112  DESIGNATION -  GOAT
 FC1112  PID         -  FC1112
 FC1112  STATE/COUNTY-  TN/HAMILTON
 FC1112  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1112
 FC1112                         *CURRENT SURVEY CONTROL
 FC1112  ___________________________________________________________________
 FC1112* NAD 83(1995)-  35 04 40.20967(N)    085 14 30.51945(W)     ADJUSTED  
 FC1112* NAVD 88     -       313.956  (meters)    1030.04   (feet)  ADJUSTED  
 FC1112  ___________________________________________________________________
 FC1112  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 FC1112  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1112  DYNAMIC HT  -         313.644 (meters)    1029.01  (feet)  COMP
 FC1112  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1112
 FC1112  HORZ ORDER  -  SECOND
 FC1112  VERT ORDER  -  FIRST     CLASS II
 FC1112
 FC1112.The horizontal coordinates were established by classical geodetic methods
 FC1112.and adjusted by the National Geodetic Survey in April 1999..
 FC1112
 FC1112.The orthometric height was determined by differential leveling
 FC1112.and adjusted by the National Geodetic Survey in June 1991..
 FC1112
 FC1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1112
 FC1112.The geoid height was determined by GEOID03.
 FC1112
 FC1112.The dynamic height is computed by dividing the NAVD 88
 FC1112.geopotential number by the normal gravity value computed on the
 FC1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1112.degrees latitude (g = 980.6199 gals.).
 FC1112
 FC1112.The modeled gravity was interpolated from observed gravity values.
 FC1112
 FC1112;                    North         East     Units Scale Factor Converg.
 FC1112;SPC TN       -    82,871.593   669,149.802   MT  1.00003484   +0 26 37.9
 FC1112;SPC TN       -   271,887.88  2,195,368.98   sFT  1.00003484   +0 26 37.9
 FC1112;UTM  16      - 3,883,088.495   660,294.198   MT  0.99991667   +1 00 38.3
 FC1112
 FC1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1112!SPC TN       -   0.99995540  x   1.00003484  =   0.99999024
 FC1112!UTM  16      -   0.99995540  x   0.99991667  =   0.99987207
 FC1112
 FC1112|---------------------------------------------------------------------|
 FC1112| PID    Reference Object                     Distance      Geod. Az  |
 FC1112|                                                           dddmmss.s |
 FC1112| FC1113 GOAT RM 1                            26.213 METERS 06831     |
 FC1112| CG5876 GOAT AZ MK                                         1765333.2 |
 FC1112| FC1871 MISSIONARY RIDGE LGE STANDPIPE      APPROX. 7.6 KM 1975916.5 |
 FC1112| FC1866 LOOKOUT MOUNTAIN SMALL TANK         APPROX.12.5 KM 2285026.0 |
 FC1112| FC1114 GOAT RM 2                            36.326 METERS 23341     |
 FC1112| FC1864 CHATTANOOGA OCTAGONAL BLDG CUP      APPROX. 6.5 KM 2370559.9 |
 FC1112|---------------------------------------------------------------------|
 FC1112
 FC1112                          SUPERSEDED SURVEY CONTROL
 FC1112
 FC1112  NAD 83(1995)-  35 04 40.21017(N)    085 14 30.52023(W) AD(       ) 2
 FC1112  NAD 83(1995)-  35 04 40.20992(N)    085 14 30.52270(W) AD(       ) 2
 FC1112  NAD 83(1995)-  35 04 40.21047(N)    085 14 30.52085(W) AD(       ) 2
 FC1112  NAD 83(1986)-  35 04 40.21088(N)    085 14 30.52009(W) AD(       ) 2
 FC1112  NAD 27      -  35 04 39.94700(N)    085 14 30.67700(W) AD(       ) 2
 FC1112  NGVD 29 (??/??/92)  313.998  (m)         1030.18   (f) ADJ UNCH    1 2
 FC1112
 FC1112.Superseded values are not recommended for survey control.
 FC1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1112.See file dsdata.txt to determine how the superseded data were derived.
 FC1112
 FC1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6029483088(NAD 83)
 FC1112_MARKER: DS = TRIANGULATION STATION DISK
 FC1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1112_STAMPING: GOAT 1934
 FC1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1112+STABILITY: SURFACE MOTION
 FC1112
 FC1112  HISTORY     - Date     Condition        Report By
 FC1112  HISTORY     - 1934     MONUMENTED       CGS
 FC1112  HISTORY     - 1950     GOOD             NGS
 FC1112  HISTORY     - 1961     GOOD             CGS
 FC1112  HISTORY     - 1964     GOOD             CGS
 FC1112  HISTORY     - 1972     GOOD             NGS
 FC1112  HISTORY     - 1983     GOOD             USPSQD
 FC1112
 FC1112                          STATION DESCRIPTION
 FC1112
 FC1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1112'ABOUT 4-1/2 MILES NORTHEAST OF CENTER OF CHATTANOOGA, AT NORTH END OF
 FC1112'MISSIONARY RIDGE, ON HIGHEST POINT OF RIDGE LOCALLY KNOWN AS
 FC1112'BILLY GOAT RIDGE, IN RESIDENTIAL SECTION OF BATTERY HEIGHTS, ON
 FC1112'PROPERTY OF GEORGE B. ADAMS, 775 FEET SOUTH OF JESSE J. TURNERS
 FC1112'HOME ON RIDGE CREST DRIVE, IN APPROXIMATE CENTER OF KNOB COMPRISING
 FC1112'HIGHEST POINT OF RIDGE, 75 FEET NORTHWEST OF TRIANGLE-BLAZED TREE,
 FC1112'39 FEET WEST-SOUTHWEST OF 32-INCH OAK TREE, AND 18 FEET WEST OF
 FC1112'28-INCH OAK TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC1112'STATION DISKS IN CONCRETE. REFERENCE AND AZIMUTH
 FC1112'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS
 FC1112'18.5 FEET WEST OF CREST OF RIDGE AND 86.05 FEET FROM STATION
 FC1112'NO. 2 IS DOWN SOUTH SLOPE OF HILL AND
 FC1112'119.35 FEET FROM STATION. DISTANCE
 FC1112'BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 205 FEET (SLOPE DISTANCE).
 FC1112'AZIMUTH MARK IS ON WEST SIDE OF BATTERY PARK HILL, 25 FEET FROM
 FC1112'CENTER OF GRAVEL ROAD LEADING AROUND SUMMIT OF HILL, 18 FEET
 FC1112'SOUTHEAST OF MONUMENT OF TENTH MISSOURI INFANTRY, AND ABOUT 0.75
 FC1112'MILE FROM STATION.
 FC1112
 FC1112                          STATION RECOVERY (1950)
 FC1112
 FC1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FC1112'1.2 MI NE FROM BOYCE.
 FC1112'ABOUT 1.0 MILE NORTHEAST ALONG A NARROW BLACK TOP ROAD FROM
 FC1112'THE SOUTHERN RAILWAY STATION AT BOYCE, THENCE ABOUT 0.15 MILE SOUTH
 FC1112'ALONG A DIM TRAIL ALONG THE CREST OF A RIDGE, ON A WOODED HILL,
 FC1112'85 1/2 FEET WEST OF R.M. NO. 1, 119 FEET NORTHEAST OF R.M. NO. 2,
 FC1112'44 1/2 FEET EAST OF A 14-INCH LONE HICKORY TREE, 6 FEET SOUTH OF
 FC1112'THE CENTER OF A PATH ALONG RIDGE, 1 FOOT SOUTH OF A T.V.A. STEEL
 FC1112'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1112'7 INCHES.
 FC1112
 FC1112                          STATION RECOVERY (1961)
 FC1112
 FC1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1112'THE STATION MARK, REFERENCE MARK NO.S 1, 2 AND THE AZIMUTH MARK WERE
 FC1112'RECOVERED AND FOUND IN GOOD CONDITION. A DISCREPENCY WAS
 FC1112'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1 BY 0.05 FOOT AND IN
 FC1112'REFERENCE MARK NO. 2 BY 0.17 FOOT.
 FC1112'
 FC1112'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS.
 FC1112'
 FC1112'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF DOWNTOWN
 FC1112'CHATTANOOGA, AT THE NORTH END OF MISSIONARY RIDGE, AND ON THE WEST
 FC1112'SIDE OF A HORSE SHOE SHAPED HILL, BILLY GOAT RIDGE, OWNED BY MR.
 FC1112'HARRY LEVINE.
 FC1112'
 FC1112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2A AND STATE
 FC1112'HIGHWAY 58 IN THE NORTHEAST PART OF CHATTANOOGA, GO SOUTH ON STATE
 FC1112'HIGHWAY 58 FOR 1.55 MILES TO A SIDE ROAD ON THE RIGHT AND STONE
 FC1112'PILLOWS INSCRIBED BATTERY HEIGHTS, CONTINUE 0.2 MILE TO A SIDE
 FC1112'ROAD ON THE RIGHT, *BIRCHWOOD ROAD, TURN RIGHT ON BIRCHWOOD ROAD AND
 FC1112'GO 0.25 MILE TO A SHARP RIGHT TURN, EAST CREST ROAD, TURN RIGHT
 FC1112'ON EAST CREST ROAD AND GO 0.1 MILE TO A T JUNCTION, RIDGE CREST
 FC1112'ROAD, TURN LEFT ON RIDGE CREST ROAD AND GO 0.15 MILE TO BATTERY
 FC1112'ROAD ON THE LEFT WHICH DEAD ENDS ABOUT 100 FEET FROM RIDGE CREST
 FC1112'ROAD, PACK SOUTHWEST THROUGH THE YARD OF MR. LLOYD A. REAGON AND
 FC1112'ALONG A CIVIL WAR TRENCH FOR ABOUT 200 YARDS TO THE STATION ALONG
 FC1112'THE NORTH EDGE OF THE TRENCH.
 FC1112'
 FC1112'THE STATION IS 40 FEET NORTHEAST OF A 20-INCH OAK TREE, 44 FEET EAST
 FC1112'OF A 20-INCH OAK TREE, 3.3 FEET NORTH OF A METAL WITNESS POST. THE
 FC1112'DISK IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 8 INCHES, AND
 FC1112'THE DISK IS STAMPED GOAT 1934.
 FC1112'
 FC1112'REFERENCE MARK NO. 1 IS NORTHEAST ALONG THE RIDGE AND IS SET ON THE
 FC1112'SOUTH SIDE OF THE TRENCH. THE DISK IS SET IN A SQUARE CONCRETE
 FC1112'MONUMENT, PROJECTING 5 INCHES, AND THE DISK IS STAMPED GOAT NO 1
 FC1112'1934.
 FC1112'
 FC1112'REFERENCE MARK NO. 2 IS 18 FEET EAST OF A 16-INCH OAK TREE. THE DISK
 FC1112'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, AND THE
 FC1112'DISK IS STAMPED GOAT NO 2 1934.
 FC1112'
 FC1112'THE AZIMUTH MARK IS 28 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 FC1112'ROAD, 16 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE 10TH
 FC1112'MISSOURI INFANTRY MONUMENT AND 16 FEET NORTHEAST OF THE NORTHEAST
 FC1112'CORNER OF CLEBURNES CONFEDERATE DIVISION MONUMENT PLACK. THE DISK
 FC1112'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 5 INCHES, AND THE
 FC1112'DISK IS STAMPED GOAT AZI 1934.
 FC1112'
 FC1112'*TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON STATE HIGHWAY 58 FOR
 FC1112'0.5 MILE TO WHERE STATE HIGHWAY TURNS RIGHT, CONTINUE STRAIGHT AHEAD
 FC1112'FOR 0.2 MILE TO NORTH CREST DRIVE, TURN LEFT ON NORTH CREST DRIVE AND
 FC1112'GO ABOUT 50 YARDS TO A SIGN ON THE LEFT SHERMAN RESERVATION, TURN
 FC1112'LEFT AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FC1112'
 FC1112'HEIGHT OF LIGHT ABOVE STATION MARK 21.96 METERS.
 FC1112
 FC1112                          STATION RECOVERY (1964)
 FC1112
 FC1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1112'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1112'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 FC1112'EXCESSIVE CLEARING THE AZIMUTH MARK DIRECTION WAS NOT OBTAINED
 FC1112'AT THIS TIME.  THE 1961 DESCRIPTION IS ADEQUATE EXCEPT THE STATION
 FC1112'MARK IS 7 FEET EAST OF A METAL WITNESS POST.
 FC1112
 FC1112                          STATION RECOVERY (1972)
 FC1112
 FC1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1112'GOAT REF. 1 AND 2 WERE FOUND IN GOOD CONDITION.  POST AND SIGN IS
 FC1112'6 FT N. WEST OF GOAT TRIANGULATION STATION.
 FC1112
 FC1112                          STATION RECOVERY (1983)
 FC1112
 FC1112'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0093 ***********************************************************************
 FD0093  DESIGNATION -  GOAT RM 1
 FD0093  PID         -  FD0093
 FD0093  STATE/COUNTY-  TN/RUTHERFORD
 FD0093  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0093
 FD0093                         *CURRENT SURVEY CONTROL
 FD0093  ___________________________________________________________________
 FD0093* NAD 83(1986)-  35 41 38.     (N)    086 17 46.     (W)     SCALED    
 FD0093* NAVD 88     -       244.956  (meters)     803.66   (feet)  ADJUSTED  
 FD0093  ___________________________________________________________________
 FD0093  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0093  DYNAMIC HT  -         244.733 (meters)     802.93  (feet)  COMP
 FD0093  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FD0093
 FD0093  VERT ORDER  -  SECOND    CLASS 0
 FD0093
 FD0093.The horizontal coordinates were scaled from a topographic map and have
 FD0093.an estimated accuracy of +/- 6 seconds.
 FD0093
 FD0093.The orthometric height was determined by differential leveling
 FD0093.and adjusted by the National Geodetic Survey in June 1991..
 FD0093
 FD0093.The geoid height was determined by GEOID03.
 FD0093
 FD0093.The dynamic height is computed by dividing the NAVD 88
 FD0093.geopotential number by the normal gravity value computed on the
 FD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0093.degrees latitude (g = 980.6199 gals.).
 FD0093
 FD0093.The modeled gravity was interpolated from observed gravity values.
 FD0093
 FD0093;                    North         East    Units  Estimated Accuracy
 FD0093;SPC TN       -   150,990.      573,200.      MT  (+/- 180 meters Scaled)
 FD0093
 FD0093                          SUPERSEDED SURVEY CONTROL
 FD0093
 FD0093  NGVD 29 (??/??/92)  244.959  (m)          803.67   (f) ADJ UNCH    2 0
 FD0093
 FD0093.Superseded values are not recommended for survey control.
 FD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0093.See file dsdata.txt to determine how the superseded data were derived.
 FD0093
 FD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE636502(NAD 83)
 FD0093_MARKER: DR = REFERENCE MARK DISK
 FD0093_SETTING: 66 = SET IN ROCK OUTCROP
 FD0093_SP_SET: BEDROCK
 FD0093_STAMPING: GOAT NO 1 1960
 FD0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0093+STABILITY: POSITION/ELEVATION WELL
 FD0093
 FD0093  HISTORY     - Date     Condition        Report By
 FD0093  HISTORY     - 1960     MONUMENTED       CGS
 FD0093
 FD0093                          STATION DESCRIPTION
 FD0093
 FD0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0093'5.8 MI NW FROM BEECH GROVE.
 FD0093'THIS MARK IS LOCATED AT THE GOAT 1960 STATION SITE, 61.5 FT.
 FD0093'SOUTHEAST OF THE STATION MARK, 1 FT. NORTH OF A CAIRN AND ABOUT
 FD0093'3 FT. HIGHER THAN THE STATION.  THE DISK IS CEMENTED IN A DRILL
 FD0093'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1113 ***********************************************************************
 FC1113  DESIGNATION -  GOAT RM 1
 FC1113  PID         -  FC1113
 FC1113  STATE/COUNTY-  TN/HAMILTON
 FC1113  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1113
 FC1113                         *CURRENT SURVEY CONTROL
 FC1113  ___________________________________________________________________
 FC1113* NAD 83(1986)-  35 04 39.     (N)    085 14 30.     (W)     SCALED    
 FC1113* NAVD 88     -       313.852  (meters)    1029.70   (feet)  ADJUSTED  
 FC1113  ___________________________________________________________________
 FC1113  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1113  DYNAMIC HT  -         313.541 (meters)    1028.68  (feet)  COMP
 FC1113  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1113
 FC1113  VERT ORDER  -  FIRST     CLASS II
 FC1113
 FC1113.The horizontal coordinates were scaled from a topographic map and have
 FC1113.an estimated accuracy of +/- 6 seconds.
 FC1113
 FC1113.The orthometric height was determined by differential leveling
 FC1113.and adjusted by the National Geodetic Survey in June 1991..
 FC1113
 FC1113.The geoid height was determined by GEOID03.
 FC1113
 FC1113.The dynamic height is computed by dividing the NAVD 88
 FC1113.geopotential number by the normal gravity value computed on the
 FC1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1113.degrees latitude (g = 980.6199 gals.).
 FC1113
 FC1113.The modeled gravity was interpolated from observed gravity values.
 FC1113
 FC1113;                    North         East    Units  Estimated Accuracy
 FC1113;SPC TN       -    82,830.      669,160.      MT  (+/- 180 meters Scaled)
 FC1113
 FC1113                          SUPERSEDED SURVEY CONTROL
 FC1113
 FC1113  NGVD 29 (??/??/92)  313.895  (m)         1029.84   (f) ADJ UNCH    1 2
 FC1113
 FC1113.Superseded values are not recommended for survey control.
 FC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1113.See file dsdata.txt to determine how the superseded data were derived.
 FC1113
 FC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603830(NAD 83)
 FC1113_MARKER: DS = TRIANGULATION STATION DISK
 FC1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1113_STAMPING: GOAT NO 1 1934
 FC1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1113+STABILITY: SURFACE MOTION
 FC1113
 FC1113  HISTORY     - Date     Condition        Report By
 FC1113  HISTORY     - 1934     MONUMENTED       CGS
 FC1113  HISTORY     - 1950     GOOD             NGS
 FC1113  HISTORY     - 1983     GOOD             USPSQD
 FC1113
 FC1113                          STATION DESCRIPTION
 FC1113
 FC1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1113'1.2 MI NE FROM BOYCE.
 FC1113'ABOUT 1.0 MILE NORTHEAST ALONG A NARROW BLACK TOP ROAD FROM THE
 FC1113'SOUTHERN RAILWAY STATION AT BOYCE, THENCE ABOUT 0.15 MILE SOUTH
 FC1113'ALONG A DIM TRAIL ON A WOODED HILL, 23 1/2 FEET SOUTH-SOUTHEAST
 FC1113'OF THE CENTER LINE OF A PATH ALONG CREST OF HILL, 203 FEET
 FC1113'EAST-NORTHEAST OF R.M. NO. 2, 85 1/2 FEET EAST OF THE STATION
 FC1113'MARK, 7 FEET SOUTH-SOUTHEAST OF THE CENTER OF A SMALL DITCH, AND
 FC1113'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 FC1113
 FC1113                          STATION RECOVERY (1983)
 FC1113
 FC1113'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0095 ***********************************************************************
 FD0095  DESIGNATION -  GOAT RM 2
 FD0095  PID         -  FD0095
 FD0095  STATE/COUNTY-  TN/RUTHERFORD
 FD0095  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0095
 FD0095                         *CURRENT SURVEY CONTROL
 FD0095  ___________________________________________________________________
 FD0095* NAD 83(1986)-  35 41 38.     (N)    086 17 46.     (W)     SCALED    
 FD0095* NAVD 88     -       244.375  (meters)     801.75   (feet)  ADJUSTED  
 FD0095  ___________________________________________________________________
 FD0095  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0095  DYNAMIC HT  -         244.153 (meters)     801.03  (feet)  COMP
 FD0095  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FD0095
 FD0095  VERT ORDER  -  SECOND    CLASS 0
 FD0095
 FD0095.The horizontal coordinates were scaled from a topographic map and have
 FD0095.an estimated accuracy of +/- 6 seconds.
 FD0095
 FD0095.The orthometric height was determined by differential leveling
 FD0095.and adjusted by the National Geodetic Survey in June 1991..
 FD0095
 FD0095.The geoid height was determined by GEOID03.
 FD0095
 FD0095.The dynamic height is computed by dividing the NAVD 88
 FD0095.geopotential number by the normal gravity value computed on the
 FD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0095.degrees latitude (g = 980.6199 gals.).
 FD0095
 FD0095.The modeled gravity was interpolated from observed gravity values.
 FD0095
 FD0095;                    North         East    Units  Estimated Accuracy
 FD0095;SPC TN       -   150,990.      573,200.      MT  (+/- 180 meters Scaled)
 FD0095
 FD0095                          SUPERSEDED SURVEY CONTROL
 FD0095
 FD0095  NGVD 29 (??/??/92)  244.378  (m)          801.76   (f) ADJ UNCH    2 0
 FD0095
 FD0095.Superseded values are not recommended for survey control.
 FD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0095.See file dsdata.txt to determine how the superseded data were derived.
 FD0095
 FD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE636502(NAD 83)
 FD0095_MARKER: DR = REFERENCE MARK DISK
 FD0095_SETTING: 66 = SET IN ROCK OUTCROP
 FD0095_SP_SET: BEDROCK
 FD0095_STAMPING: GOAT NO 2 1960
 FD0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0095+STABILITY: POSITION/ELEVATION WELL
 FD0095
 FD0095  HISTORY     - Date     Condition        Report By
 FD0095  HISTORY     - 1960     MONUMENTED       CGS
 FD0095
 FD0095                          STATION DESCRIPTION
 FD0095
 FD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0095'5.8 MI NW FROM BEECH GROVE.
 FD0095'THIS MARK IS LOCATED AT THE GOAT 1960 STATION SITE, 45 FT.
 FD0095'SOUTHWEST OF THE STATION MARK, 2 FT. NORTH OF A CAIRN AND ABOUT
 FD0095'THE SAME ELEVATION AS THE STATION.  THE DISK IS CEMENTED IN A
 FD0095'DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1114 ***********************************************************************
 FC1114  DESIGNATION -  GOAT RM 2
 FC1114  PID         -  FC1114
 FC1114  STATE/COUNTY-  TN/HAMILTON
 FC1114  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1114
 FC1114                         *CURRENT SURVEY CONTROL
 FC1114  ___________________________________________________________________
 FC1114* NAD 83(1986)-  35 04 39.     (N)    085 14 30.     (W)     SCALED    
 FC1114* NAVD 88     -       311.981  (meters)    1023.56   (feet)  ADJUSTED  
 FC1114  ___________________________________________________________________
 FC1114  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1114  DYNAMIC HT  -         311.672 (meters)    1022.54  (feet)  COMP
 FC1114  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1114
 FC1114  VERT ORDER  -  FIRST     CLASS II
 FC1114
 FC1114.The horizontal coordinates were scaled from a topographic map and have
 FC1114.an estimated accuracy of +/- 6 seconds.
 FC1114
 FC1114.The orthometric height was determined by differential leveling
 FC1114.and adjusted by the National Geodetic Survey in June 1991..
 FC1114
 FC1114.The geoid height was determined by GEOID03.
 FC1114
 FC1114.The dynamic height is computed by dividing the NAVD 88
 FC1114.geopotential number by the normal gravity value computed on the
 FC1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1114.degrees latitude (g = 980.6199 gals.).
 FC1114
 FC1114.The modeled gravity was interpolated from observed gravity values.
 FC1114
 FC1114;                    North         East    Units  Estimated Accuracy
 FC1114;SPC TN       -    82,830.      669,160.      MT  (+/- 180 meters Scaled)
 FC1114
 FC1114                          SUPERSEDED SURVEY CONTROL
 FC1114
 FC1114  NGVD 29 (??/??/92)  312.024  (m)         1023.70   (f) ADJ UNCH    1 2
 FC1114
 FC1114.Superseded values are not recommended for survey control.
 FC1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1114.See file dsdata.txt to determine how the superseded data were derived.
 FC1114
 FC1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603830(NAD 83)
 FC1114_MARKER: DS = TRIANGULATION STATION DISK
 FC1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1114_STAMPING: GOAT NO 2 1934
 FC1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1114+STABILITY: SURFACE MOTION
 FC1114
 FC1114  HISTORY     - Date     Condition        Report By
 FC1114  HISTORY     - 1934     MONUMENTED       CGS
 FC1114  HISTORY     - 1950     GOOD             NGS
 FC1114  HISTORY     - 1983     GOOD             USPSQD
 FC1114
 FC1114                          STATION DESCRIPTION
 FC1114
 FC1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1114'1.2 MI NE FROM BOYCE.
 FC1114'ABOUT 1.0 MILE NORTHEAST ALONG A NARROW BLACK TOP ROAD FROM THE
 FC1114'SOUTHERN RAILWAY STATION AT BOYCE, THENCE ABOUT 0.15 MILE SOUTH
 FC1114'ALONG A DIM TRAIL, ON A WOODED HILL, 203 FEET WEST-SOUTHWEST OF
 FC1114'R.M. NO. 1, 119 FEET SOUTHWEST OF THE STATION MARK, 25 1/2 FEET
 FC1114'SOUTH-SOUTHEAST OF THE CENTER OF A PATH ALONG CREST OF RIDGE,
 FC1114'7 1/2 FEET SOUTHEAST OF THE CENTER OF A SMALL DITCH, ABOUT 6 1/2
 FC1114'FEET LOWER THAN THE STATION MARK AND SET IN THE TOP OF A CONCRETE
 FC1114'POST PROJECTING 8 INCHES.
 FC1114
 FC1114                          STATION RECOVERY (1983)
 FC1114
 FC1114'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3530 ***********************************************************************
 GA3530  DESIGNATION -  GOINS
 GA3530  PID         -  GA3530
 GA3530  STATE/COUNTY-  TN/CLAIBORNE
 GA3530  USGS QUAD   -  TAZEWELL (1971)
 GA3530
 GA3530                         *CURRENT SURVEY CONTROL
 GA3530  ___________________________________________________________________
 GA3530* NAD 83(1995)-  36 25 56.08490(N)    083 33 48.56999(W)     ADJUSTED  
 GA3530* NAVD 88     -       535.8    (meters)    1758.     (feet)  VERTCON   
 GA3530  ___________________________________________________________________
 GA3530  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GA3530  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3530
 GA3530  HORZ ORDER  -  SECOND
 GA3530
 GA3530.The horizontal coordinates were established by classical geodetic methods
 GA3530.and adjusted by the National Geodetic Survey in April 1999..
 GA3530
 GA3530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3530
 GA3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3530
 GA3530.The geoid height was determined by GEOID03.
 GA3530
 GA3530;                    North         East     Units Scale Factor Converg.
 GA3530;SPC TN       -   235,596.930   818,457.535   MT  1.00000280   +1 25 35.1
 GA3530;SPC TN       -   772,954.26  2,685,222.76   sFT  1.00000280   +1 25 35.1
 GA3530;UTM  17      - 4,034,946.668   270,203.187   MT  1.00025066   -1 31 23.0
 GA3530
 GA3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3530!SPC TN       -   0.99992075  x   1.00000280  =   0.99992355
 GA3530!UTM  17      -   0.99992075  x   1.00025066  =   1.00017139
 GA3530
 GA3530|---------------------------------------------------------------------|
 GA3530| PID    Reference Object                     Distance      Geod. Az  |
 GA3530|                                                           dddmmss.s |
 GA3530| DB9831 GOINS RM 1                           21.787 METERS 06911     |
 GA3530| DB9832 GOINS RM 2                           16.920 METERS 22115     |
 GA3530| GA2600 GOINS AZ MK                                        3353933.5 |
 GA3530|---------------------------------------------------------------------|
 GA3530
 GA3530                          SUPERSEDED SURVEY CONTROL
 GA3530
 GA3530  NAD 83(1995)-  36 25 56.08778(N)    083 33 48.57209(W) AD(       ) 2
 GA3530  NAD 83(1995)-  36 25 56.08656(N)    083 33 48.56400(W) AD(       ) 2
 GA3530  NAD 83(1995)-  36 25 56.09350(N)    083 33 48.57136(W) AD(       ) 2
 GA3530  NAD 83(1986)-  36 25 56.09543(N)    083 33 48.57094(W) AD(       ) 2
 GA3530  NAD 27      -  36 25 55.79421(N)    083 33 48.91034(W) AD(       ) 2
 GA3530  NGVD 29 (07/19/86)  535.9    (m)         1758.     (f) VERT ANG       
 GA3530
 GA3530.Superseded values are not recommended for survey control.
 GA3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3530.See file dsdata.txt to determine how the superseded data were derived.
 GA3530
 GA3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7020334947(NAD 83)
 GA3530_MARKER: DD = SURVEY DISK
 GA3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3530
 GA3530  HISTORY     - Date     Condition        Report By
 GA3530  HISTORY     - 1963     MONUMENTED       TNHD
 GA3530
 GA3530                          STATION DESCRIPTION
 GA3530
 GA3530'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3530'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF TAZEWELL.
 GA3530'
 GA3530'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND U. S.
 GA3530'HIGHWAY 25E IN TAZEWELL, GO
 GA3530'SOUTH ON U.  S.  HIGHWAY 25E FOR 0.95 MILE TO THE
 GA3530'AZIMUTH MARK ON THE RIGHT,
 GA3530'CONTINUE STRAIGHT AHEAD ON U.  S.  HIGHWAY
 GA3530'25E FOR 0.6 MILE SOUTH TO A STEEP HILL ON THE
 GA3530'RIGHT.  PACK UP THE
 GA3530'HILL ALONG A FENCE LINE FOR APPROXIMATELY 25 MINUTES TO THE
 GA3530'STATION IN THE
 GA3530'FENCE LINE AS DESCRIBED.
 GA3530'
 GA3530'THE STATION IS 60 FEET SOUTHEAST OF A WALNUT TREE, 11 FEET EAST OF A
 GA3530'TWIN-TRUNKED TULIP
 GA3530'POPLAR TREE AND IS SET IN AN EAST-WEST FENCE LINE.
 GA3530'THE SURFACE AND UNDERGROUND MARKS ARE
 GA3530'STANDARD TENNESSEE HIGHWAY
 GA3530'DEPARTMENT DISKS AND ARE STAMPED GOINS 1963.  THE
 GA3530'UNDERGROUND MARK IS
 GA3530'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA3530'10-INCH SQUARE,
 GA3530'FLUSH, CONCRETE MONUMENT.
 GA3530'
 GA3530'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF A FENCE CORNER, 21 FEET
 GA3530'SOUTHWEST OF A HICKORY TREE
 GA3530'AND 1 FOOT WEST OF A FENCE.  IT IS A STANDARD TENNESSEE
 GA3530'HIGHWAY DEPARTMENT DISK SET IN
 GA3530'A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3530'MONUMENT AND THE DISK IS STAMPED GOINS RM-1 1963.
 GA3530'
 GA3530'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF A WALNUT TREE AND 3 FEET
 GA3530'SOUTH OF A FENCE.  IT IS
 GA3530'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3530'10-INCH SQUARE, FLUSH, CONCRETE
 GA3530'MONUMENT AND THE DISK IS STAMPED
 GA3530'GOINS RM-2 1963.
 GA3530'
 GA3530'THE AZIMUTH MARK IS 35 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GA3530'HIGHWAY 25E, 7 FEET
 GA3530'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND
 GA3530'2.1 FEET WEST OF A WITNESS
 GA3530'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3530'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3530'FLUSH, CONCRETE MONUMENT AND
 GA3530'THE DISK IS STAMPED GOINS AZI 1963.
 GA3530'
 GA3530'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2600 ***********************************************************************
 GA2600  DESIGNATION -  GOINS AZ MK
 GA2600  PID         -  GA2600
 GA2600  STATE/COUNTY-  TN/CLAIBORNE
 GA2600  USGS QUAD   -  TAZEWELL (1971)
 GA2600
 GA2600                         *CURRENT SURVEY CONTROL
 GA2600  ___________________________________________________________________
 GA2600* NAD 83(1986)-  36 26 21.     (N)    083 34 03.     (W)     SCALED    
 GA2600* NAVD 88     -       411.335  (meters)    1349.52   (feet)  ADJUSTED  
 GA2600  ___________________________________________________________________
 GA2600  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2600  DYNAMIC HT  -         410.962 (meters)    1348.30  (feet)  COMP
 GA2600  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GA2600
 GA2600  VERT ORDER  -  SECOND    CLASS 0
 GA2600
 GA2600.The horizontal coordinates were scaled from a topographic map and have
 GA2600.an estimated accuracy of +/- 6 seconds.
 GA2600
 GA2600.The orthometric height was determined by differential leveling
 GA2600.and adjusted by the National Geodetic Survey in June 1991..
 GA2600
 GA2600.The geoid height was determined by GEOID03.
 GA2600
 GA2600.The dynamic height is computed by dividing the NAVD 88
 GA2600.geopotential number by the normal gravity value computed on the
 GA2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2600.degrees latitude (g = 980.6199 gals.).
 GA2600
 GA2600.The modeled gravity was interpolated from observed gravity values.
 GA2600
 GA2600;                    North         East    Units  Estimated Accuracy
 GA2600;SPC TN       -   236,360.      818,080.      MT  (+/- 180 meters Scaled)
 GA2600
 GA2600                          SUPERSEDED SURVEY CONTROL
 GA2600
 GA2600  NGVD 29 (??/??/??)  411.51   (m)         1350.1    (f) RESET       3  
 GA2600
 GA2600.Superseded values are not recommended for survey control.
 GA2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2600.See file dsdata.txt to determine how the superseded data were derived.
 GA2600
 GA2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA698357(NAD 83)
 GA2600_MARKER: DD = SURVEY DISK
 GA2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2600_STAMPING: GOINS AZI 1963
 GA2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2600+STABILITY: SURFACE MOTION
 GA2600
 GA2600  HISTORY     - Date     Condition        Report By
 GA2600  HISTORY     - 1963     MONUMENTED       TNHD
 GA2600
 GA2600                          STATION DESCRIPTION
 GA2600
 GA2600'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2600'1 MI S FROM TAZEWELL.
 GA2600'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2600'TAZEWELL, GO SOUTH ON U.S. HIGHWAY 25E FOR 0.95 MILES TO THE MARK
 GA2600'ON THE LEFT.  THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTERLINE
 GA2600'OF U.S. HIGHWAY 25E, 7 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GA2600'DRIVE AND 2.1 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2600'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2600'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1786 ***********************************************************************
 FE1786  DESIGNATION -  GOLD DUST BOLT
 FE1786  PID         -  FE1786
 FE1786  STATE/COUNTY-  TN/LAUDERDALE
 FE1786  USGS QUAD   -  GOLDDUST (1983)
 FE1786
 FE1786                         *CURRENT SURVEY CONTROL
 FE1786  ___________________________________________________________________
 FE1786* NAD 83(1986)-  35 44 06.     (N)    089 50 22.     (W)     SCALED    
 FE1786* NAVD 88     -        75.918  (meters)     249.07   (feet)  ADJUSTED  
 FE1786  ___________________________________________________________________
 FE1786  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1786  DYNAMIC HT  -          75.854 (meters)     248.86  (feet)  COMP
 FE1786  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 FE1786
 FE1786  VERT ORDER  -  SECOND    CLASS 0
 FE1786
 FE1786.The horizontal coordinates were scaled from a topographic map and have
 FE1786.an estimated accuracy of +/- 6 seconds.
 FE1786
 FE1786.The orthometric height was determined by differential leveling
 FE1786.and adjusted by the National Geodetic Survey in June 1991..
 FE1786
 FE1786.The geoid height was determined by GEOID03.
 FE1786
 FE1786.The dynamic height is computed by dividing the NAVD 88
 FE1786.geopotential number by the normal gravity value computed on the
 FE1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1786.degrees latitude (g = 980.6199 gals.).
 FE1786
 FE1786.The modeled gravity was interpolated from observed gravity values.
 FE1786
 FE1786;                    North         East    Units  Estimated Accuracy
 FE1786;SPC TN       -   162,330.      252,770.      MT  (+/- 180 meters Scaled)
 FE1786
 FE1786                          SUPERSEDED SURVEY CONTROL
 FE1786
 FE1786  NGVD 29 (??/??/??)   75.910  (m)          249.05   (f) ADJUSTED    2 0
 FE1786
 FE1786.Superseded values are not recommended for survey control.
 FE1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1786.See file dsdata.txt to determine how the superseded data were derived.
 FE1786
 FE1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE432582(NAD 83)
 FE1786_MARKER: B = BOLT
 FE1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1786_SP_SET: TILE
 FE1786_STAMPING: SEE TEXT
 FE1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1786
 FE1786  HISTORY     - Date     Condition        Report By
 FE1786  HISTORY     - 1934     MONUMENTED       DOD
 FE1786  HISTORY     - 1956     GOOD             CGS
 FE1786
 FE1786                          STATION DESCRIPTION
 FE1786
 FE1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1786'1.5 MI NE FROM GOLDDUST.
 FE1786'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1786'LAUDERDALE COUNTY, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD,
 FE1786'ABOUT 126 YARDS EAST OF A SHARP CURVE, 89 FEET FROM A POWER
 FE1786'POLE, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 FEET EAST
 FE1786'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 FE1786'THE ROAD.  A COPPER BOLT LEADED IN THE TOP OF A TILE ABOUT 3
 FE1786'FEET UNDERGROUND, ACCESS OF WHICH IS HAD THROUGH A 3-1/2-INCH
 FE1786'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 FE1786'CAP, STAMPED 31-3A 1934 ASHPORT - GOLD DUST DEDGING BASE LINE
 FE1786'STATION 213 - 73.56 AND PROJECTING 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1785 ***********************************************************************
 FE1785  DESIGNATION -  GOLD DUST CAP
 FE1785  PID         -  FE1785
 FE1785  STATE/COUNTY-  TN/LAUDERDALE
 FE1785  USGS QUAD   -  GOLDDUST (1983)
 FE1785
 FE1785                         *CURRENT SURVEY CONTROL
 FE1785  ___________________________________________________________________
 FE1785* NAD 83(1986)-  35 44 06.     (N)    089 50 22.     (W)     SCALED    
 FE1785* NAVD 88     -        77.116  (meters)     253.00   (feet)  ADJUSTED  
 FE1785  ___________________________________________________________________
 FE1785  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1785  DYNAMIC HT  -          77.051 (meters)     252.79  (feet)  COMP
 FE1785  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 FE1785
 FE1785  VERT ORDER  -  SECOND    CLASS 0
 FE1785
 FE1785.The horizontal coordinates were scaled from a topographic map and have
 FE1785.an estimated accuracy of +/- 6 seconds.
 FE1785
 FE1785.The orthometric height was determined by differential leveling
 FE1785.and adjusted by the National Geodetic Survey in June 1991..
 FE1785
 FE1785.The geoid height was determined by GEOID03.
 FE1785
 FE1785.The dynamic height is computed by dividing the NAVD 88
 FE1785.geopotential number by the normal gravity value computed on the
 FE1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1785.degrees latitude (g = 980.6199 gals.).
 FE1785
 FE1785.The modeled gravity was interpolated from observed gravity values.
 FE1785
 FE1785;                    North         East    Units  Estimated Accuracy
 FE1785;SPC TN       -   162,330.      252,770.      MT  (+/- 180 meters Scaled)
 FE1785
 FE1785                          SUPERSEDED SURVEY CONTROL
 FE1785
 FE1785  NGVD 29 (??/??/??)   77.108  (m)          252.98   (f) ADJUSTED    2 0
 FE1785
 FE1785.Superseded values are not recommended for survey control.
 FE1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1785.See file dsdata.txt to determine how the superseded data were derived.
 FE1785
 FE1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE432582(NAD 83)
 FE1785_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1785_STAMPING: SEE TEXT
 FE1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1785
 FE1785  HISTORY     - Date     Condition        Report By
 FE1785  HISTORY     - 1934     MONUMENTED       DOD
 FE1785  HISTORY     - 1956     GOOD             CGS
 FE1785  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1785
 FE1785                          STATION DESCRIPTION
 FE1785
 FE1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1785'1.5 MI NE FROM GOLDDUST.
 FE1785'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1785'LAUDERDALE COUNTY, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, ABOUT
 FE1785'126 YARDS EAST OF A SHARP CURVE, 89 FEET FROM A POWER POLE, 40
 FE1785'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 FEET EAST OF A
 FE1785'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 FE1785'ROAD.  A 3-1/2-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 FE1785'ARMY, STANDARD CAP, STAMPED 31-3A 1934 ASHPORT - GOLD DUST
 FE1785'DREDGING BASE LINE STATION 231 - 73.56 AND PROJECTING 1.2 FEET
 FE1785'ABOVE GROUND.
 FE1785
 FE1785                          STATION RECOVERY (2002)
 FE1785
 FE1785'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1515 ***********************************************************************
 GD1515  DESIGNATION -  GOLDEN
 GD1515  PID         -  GD1515
 GD1515  STATE/COUNTY-  TN/WEAKLEY
 GD1515  USGS QUAD   -  MC CONNELL (1983)
 GD1515
 GD1515                         *CURRENT SURVEY CONTROL
 GD1515  ___________________________________________________________________
 GD1515* NAD 83(1995)-  36 29 25.01144(N)    088 47 11.24318(W)     ADJUSTED  
 GD1515* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GD1515  ___________________________________________________________________
 GD1515  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GD1515  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1515
 GD1515  HORZ ORDER  -  SECOND
 GD1515
 GD1515.The horizontal coordinates were established by classical geodetic methods
 GD1515.and adjusted by the National Geodetic Survey in April 1999..
 GD1515
 GD1515.The orthometric height was scaled from a topographic map.
 GD1515
 GD1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1515
 GD1515.The geoid height was determined by GEOID03.
 GD1515
 GD1515;                    North         East     Units Scale Factor Converg.
 GD1515;SPC TN       -   242,871.618   350,357.370   MT  1.00001388   -1 37 52.7
 GD1515;SPC TN       -   796,821.30  1,149,464.14   sFT  1.00001388   -1 37 52.7
 GD1515;SPC KY1Z     - 1,021,846.706 1,227,921.606   MT  1.00019458   -1 51 51.4
 GD1515;SPC KY1Z     - 3,352,508.73  4,028,606.14   sFT  1.00019458   -1 51 51.4
 GD1515;SPC KY S     -   521,789.345   227,958.954   MT  1.00005300   -1 50 29.4
 GD1515;SPC KY S     - 1,711,903.88    747,895.33   sFT  1.00005300   -1 50 29.4
 GD1515;UTM  16      - 4,039,813.783   339,985.771   MT  0.99991547   -1 03 45.4
 GD1515
 GD1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1515!SPC TN       -   0.99997931  x   1.00001388  =   0.99999319
 GD1515!SPC KY1Z     -   0.99997931  x   1.00019458  =   1.00017388
 GD1515!SPC KY S     -   0.99997931  x   1.00005300  =   1.00003230
 GD1515!UTM  16      -   0.99997931  x   0.99991547  =   0.99989478
 GD1515
 GD1515|---------------------------------------------------------------------|
 GD1515| PID    Reference Object                     Distance      Geod. Az  |
 GD1515|                                                           dddmmss.s |
 GD1515| CG3386 GOLDEN RM 1                          50.713 METERS 01218     |
 GD1515| CG3387 GOLDEN RM 2                          37.085 METERS 09515     |
 GD1515| GD1519 MARTIN MUNICIPAL TANK               APPROX.17.3 KM 1984238.5 |
 GD1515| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX. 9.3 KM 2871517.5 |
 GD1515| CG3385 GOLDEN AZ MK                                       3371417.4 |
 GD1515|---------------------------------------------------------------------|
 GD1515
 GD1515                          SUPERSEDED SURVEY CONTROL
 GD1515
 GD1515  NAD 83(1995)-  36 29 25.01152(N)    088 47 11.24356(W) AD(       ) 2
 GD1515  NAD 83(1995)-  36 29 25.02428(N)    088 47 11.24214(W) AD(       ) 2
 GD1515  NAD 83(1986)-  36 29 25.02504(N)    088 47 11.24188(W) AD(       ) 2
 GD1515  NAD 27      -  36 29 24.80800(N)    088 47 11.03700(W) AD(       ) 2
 GD1515
 GD1515.Superseded values are not recommended for survey control.
 GD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1515.See file dsdata.txt to determine how the superseded data were derived.
 GD1515
 GD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3998639814(NAD 83)
 GD1515_MARKER: DS = TRIANGULATION STATION DISK
 GD1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1515
 GD1515  HISTORY     - Date     Condition        Report By
 GD1515  HISTORY     - 1934     MONUMENTED       CGS
 GD1515  HISTORY     - 1967     GOOD             CGS
 GD1515
 GD1515                          STATION DESCRIPTION
 GD1515
 GD1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1515'ABOUT 4-1/2 MILES EAST BY SOUTH OF FULTON, ON HIGHEST GROUND ALONG
 GD1515'EAST-WEST FENCE LINE BETWEEN CULTIVATED FIELD AND PASTURE, NORTHWEST
 GD1515'OF THREE PEAR TREES, ON PROPERTY OF B. A. GOLDEN, ABOUT 100 YARDS
 GD1515'NORTH OF 38-FOOT WINDMILL BACK OF HIS HOUSE, 98.2 FEET
 GD1515'WEST-NORTHWEST OF 15-INCH PEAR TREE, AND 11.8 FEET NORTH OF FENCE
 GD1515'LINE.  TO REACH FROM JUNCTION OF U.S. ROUTES 45E AND 45W IN
 GD1515'FULTON, KY., FOLLOW ROUTE 45E SOUTH 1 BLOCK TO POINT WHERE HIGHWAY
 GD1515'MAKES TURN TO RIGHT, KEEP STRAIGHT AHEAD AND FOLLOW MAIN STRAIGHT
 GD1515'ROAD, STATE-LINE ROAD, 5.0 MILES TO T-ROAD RIGHT JUST AFTER
 GD1515'PASSING TWO STORES ON LEFT, TURN RIGHT SOUTH AND GO 0.9 MILE TO
 GD1515'GOLDENS HOUSE WITH WINDMILL AND STATION SITE.  SURFACE AND
 GD1515'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1515'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1515'DISKS IN CONCRETE.  NO. 1 IS 166.38 FEET FROM STATION
 GD1515'N 12 DEG 18 MIN E.  NO. 2, MARKED II, IS 10 FEET
 GD1515'SOUTHEAST OF SMALL PEACH TREE, 1 FOOT NORTH OF FENCE LINE, AND 121.67
 GD1515'FEET FROM STATION S 84 DEG 45 MIN E.  AZIMUTH MARK IS
 GD1515'IN NORTHWEST CORNER OF FIELD, 12 FEET EAST OF NORTH-SOUTH ROAD, 10
 GD1515'FEET SOUTH OF EAST-WEST LANE, AND APPROXIMATELY 0.25 MILE FROM
 GD1515'STATION N 22 DEG 46 MIN W.
 GD1515
 GD1515                          STATION RECOVERY (1967)
 GD1515
 GD1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1515'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1515'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW
 GD1515'AND COMPLETE DESCRIPTION.
 GD1515'
 GD1515'THE STATION IS ABOUT 4.5 MILES EAST-SOUTHEAST OF FULTON, KENTUCKY ON
 GD1515'THE TOP OF A RATHER PROMINENT KNOLL IN OPEN PASTURE LAND ON THE
 GD1515'PROPERTY OF MR. FRANK PARISH.
 GD1515'
 GD1515'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 118 AND STATE
 GD1515'ROUTE 129 JUST WEST OF THE POST OFFICE IN DUKEDOM, GO WEST ON STATE
 GD1515'ROUTE 129 FOR 4.1 MILES TO COUNTY ROUTE R9212 ON THE LEFT.  HERE
 GD1515'TURN LEFT AND GO SOUTH ON COUNTY ROUTE R9212 FOR 0.6 OF A MILE TO A
 GD1515'LARGE METAL GATE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1515'CONTINUE SOUTH ON COUNTY ROUTE R2912 FOR 0.3 OF A MILE TO THE FARM
 GD1515'HOME OF MR.  FRANK PARISH AND SON ON THE LEFT, TURN LEFT AND GO EAST
 GD1515'ON A DRIVE FOR ABOUT 0.05 MILE TO A BARN AND THE END OF TRUCK
 GD1515'TRAVEL.  FROM THIS POINT PACK NORTHEASTERLY ACROSS TERRACED PASTURE
 GD1515'LAND FOR ABOUT 0.1 OF A MILE TO THE TOP OF THE KNOLL AND THE STATION
 GD1515'AS DESCRIBED.
 GD1515'
 GD1515'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF THE KNOLL WHERE IT
 GD1515'BREAKS SHARPLY DOWNWARD, 98 FEET WEST OF AN 18-INCH PEAR TREE AND
 GD1515'0.6 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1515'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1515'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GD1515'GOLDEN 1934.
 GD1515'
 GD1515'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE KNOLL 166.38 FEET
 GD1515'FROM THE STATION, ABOUT 15 FEET BELOW THE STATION ELEVATION AND 0.6
 GD1515'OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1515'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1515'PROJECTS 12 INCHES AND THE DISK IS STAMPED GOLDEN NO 1 1934.
 GD1515'
 GD1515'REFERENCE MARK NO. 2 IS ON THE FIRST TERRACE LEVEL BELOW AND 121.67
 GD1515'FEET EAST OF THE STATION, 30 FEET NORTH OF AN 18-INCH PEAR TREE AND
 GD1515'0.6 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1515'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1515'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED GOLDEN NO
 GD1515'II 1934.
 GD1515'
 GD1515'DUE TO THE DIFFERENCE IN ELEVATIONS OF THE MARKS, NO EFFORT WAS MADE
 GD1515'TO MEASURE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 GD1515'
 GD1515'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE SOUTH GATE POST OF A METAL
 GD1515'GATE, 18 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROUTE R9212,
 GD1515'1 FOOT SOUTHWEST OF A T FENCE CORNER POST, 1 FOOT WEST OF A FENCE,
 GD1515'AND 0.6 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1515'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1515'CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 GD1515'STAMPED GOLDEN AZI 1934.
 GD1515'
 GD1515'NOTE - METAL WITNESS POSTS WERE SET AT ALL MARKS AT THE REQUEST OF
 GD1515'THE PROPERTY OWNER.
 GD1515'
 GD1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.5 MILES
 GD1515'EAST-SOUTHEAST OF FULTON, KENTUCKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1118 ***********************************************************************
 GA1118  DESIGNATION -  GOOD
 GA1118  PID         -  GA1118
 GA1118  STATE/COUNTY-  TN/HAWKINS
 GA1118  USGS QUAD   -  STONY POINT (1971)
 GA1118
 GA1118                         *CURRENT SURVEY CONTROL
 GA1118  ___________________________________________________________________
 GA1118* NAD 83(1995)-  36 28 16.05241(N)    082 51 17.76594(W)     ADJUSTED  
 GA1118* NAVD 88     -       374.315  (meters)    1228.07   (feet)  ADJUSTED  
 GA1118  ___________________________________________________________________
 GA1118  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GA1118  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1118  DYNAMIC HT  -         373.976 (meters)    1226.95  (feet)  COMP
 GA1118  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA1118
 GA1118  HORZ ORDER  -  SECOND
 GA1118  VERT ORDER  -  SECOND    CLASS 0
 GA1118
 GA1118.The horizontal coordinates were established by classical geodetic methods
 GA1118.and adjusted by the National Geodetic Survey in April 1999..
 GA1118
 GA1118.The orthometric height was determined by differential leveling
 GA1118.and adjusted by the National Geodetic Survey in June 1991..
 GA1118
 GA1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1118
 GA1118.The geoid height was determined by GEOID03.
 GA1118
 GA1118.The dynamic height is computed by dividing the NAVD 88
 GA1118.geopotential number by the normal gravity value computed on the
 GA1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1118.degrees latitude (g = 980.6199 gals.).
 GA1118
 GA1118.The modeled gravity was interpolated from observed gravity values.
 GA1118
 GA1118;                    North         East     Units Scale Factor Converg.
 GA1118;SPC TN       -   241,720.655   881,828.755   MT  1.00001011   +1 50 28.5
 GA1118;SPC TN       -   793,045.18  2,893,133.17   sFT  1.00001011   +1 50 28.5
 GA1118;UTM  17      - 4,037,804.643   333,810.556   MT  0.99994029   -1 06 10.3
 GA1118
 GA1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1118!SPC TN       -   0.99994617  x   1.00001011  =   0.99995628
 GA1118!UTM  17      -   0.99994617  x   0.99994029  =   0.99988647
 GA1118
 GA1118:                Primary Azimuth Mark                     Grid Az
 GA1118:SPC TN       -  AND                                      060 49 49.5
 GA1118:UTM  17      -  AND                                      063 46 28.3
 GA1118
 GA1118|---------------------------------------------------------------------|
 GA1118| PID    Reference Object                     Distance      Geod. Az  |
 GA1118|                                                           dddmmss.s |
 GA1118| GA1122 AND                                 APPROX. 2.7 KM 0624018.0 |
 GA1118| GA1117 GOOD RM 1                            22.260 METERS 11021     |
 GA1118| GA1119 GOOD RM 2                            23.105 METERS 24548     |
 GA1118|---------------------------------------------------------------------|
 GA1118
 GA1118                          SUPERSEDED SURVEY CONTROL
 GA1118
 GA1118  NAD 83(1995)-  36 28 16.05519(N)    082 51 17.76836(W) AD(       ) 2
 GA1118  NAD 83(1995)-  36 28 16.06469(N)    082 51 17.78113(W) AD(       ) 2
 GA1118  NAD 83(1995)-  36 28 16.05904(N)    082 51 17.77026(W) AD(       ) 2
 GA1118  NAD 83(1986)-  36 28 16.06149(N)    082 51 17.77066(W) AD(       ) 2
 GA1118  NAD 27      -  36 28 15.71246(N)    082 51 18.18402(W) AD(       ) 2
 GA1118  NGVD 29 (??/??/92)  374.495  (m)         1228.66   (f) ADJ UNCH    2 0
 GA1118
 GA1118.Superseded values are not recommended for survey control.
 GA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1118.See file dsdata.txt to determine how the superseded data were derived.
 GA1118
 GA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3381137805(NAD 83)
 GA1118_MARKER: DD = SURVEY DISK
 GA1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1118_STAMPING: GOOD 1963
 GA1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1118+STABILITY: SURFACE MOTION
 GA1118
 GA1118  HISTORY     - Date     Condition        Report By
 GA1118  HISTORY     - 1963     MONUMENTED       TNHD
 GA1118  HISTORY     - 1964     GOOD             TNHD
 GA1118
 GA1118                          STATION DESCRIPTION
 GA1118
 GA1118'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1118'THE STATION IS LOCATED IN SURGOINSVILLE.
 GA1118'
 GA1118'TO REACH THE
 GA1118'STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO 78 FEET
 GA1118'NORTHEAST ON U.S.  HIGHWAY 11W
 GA1118'TO A PAVED ROAD ON THE LEFT, TURN LEFT
 GA1118'AND GO 0.1 MILE NORTHWEST ON THE PAVED ROAD TO
 GA1118'THE JUNCTION OF
 GA1118'ANOTHER PAVED ROAD, TURN RIGHT AND GO 0.05 MILE NORTHEAST ON THE
 GA1118'PAVED ROAD TO
 GA1118'A PAVED ROAD ON THE LEFT, TURN LEFT AND GO 0.1 MILE
 GA1118'NORTHWEST ON THE PAVED ROAD TO
 GA1118'THE STATION ON THE LEFT AS DESCRIBED.
 GA1118'
 GA1118'THE STATION IS 65 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 GA1118'ROAD, 62 FEET NORTH OF THE
 GA1118'NORTHWEST CORNER OF A BLOCK GARAGE, 14 FEET SOUTH
 GA1118'SOUTHEAST OF THE SOUTHEAST
 GA1118'CORNER OF A BLOCK GARAGE, 12 FEET
 GA1118'SOUTH-SOUTHEAST OF A A WIRE FENCE AND 11.3
 GA1118'FEET SOUTH-SOUTHEAST OF A
 GA1118'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA1118'TENNESSEE
 GA1118'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED GOOD
 GA1118'1963.  THE UNDERGROUND MARK
 GA1118'IS ABOUT 32-INCHES BELOW THE SURFACE.
 GA1118'THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA1118'FLUSH, CONCRETE
 GA1118'MONUMENT.
 GA1118'
 GA1118'REFERENCE MARK NO. 1 IS 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA1118'A BLOCK GARAGE, 16 FEET
 GA1118'WEST OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 12
 GA1118'FEET NORTH-NORTHWEST OF THE
 GA1118'APPROXIMATE CENTER OF A PAVED DRIVE.  IT
 GA1118'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1118'DISK SET IN A 10-INCH
 GA1118'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GOOD
 GA1118'RM-1 1963.
 GA1118'
 GA1118'REFERENCE MARK NO. 2 IS 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA1118'A BLOCK GARAGE, 17 FEET
 GA1118'EAST OF A 4-INCH WALNUT TREE AND 2 FEET
 GA1118'SOUTH-SOUTHEAST OF A WIRE FENCE.
 GA1118'IT IS A STANDARD TENNESSEE HIGHWAY
 GA1118'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1118'CONCRETE MONUMENT AND
 GA1118'THE DISK IS STAMPED GOOD RM-2 1963.
 GA1118'
 GA1118'THE SURGOINSVILLE MISSIONARY BAPTIST CHURCH SPIRE WILL BE USED AS THE
 GA1118'AZIMUTH MARK.  IT IS A
 GA1118'RED-BRICK BUILDING IN WHITE TRIM WITH A SMALL SPIRE AT
 GA1118'THE FRONT OF THE BUILDING.  IT
 GA1118'HAS A LIGHT GREEN ROOF WITH AN
 GA1118'OVER-ALL HEIGHT OF ABOUT 55 FEET.  THE POINT
 GA1118'OBSERVED WAS THE BALL AT
 GA1118'THE TOP OF THE SPIRE.
 GA1118'
 GA1118'TO REACH THE CHURCH FROM THE POST OFFICE IN SURGOINSVILLE, GO 78 FEET
 GA1118'NORTHEAST ON U.S.  HIGHWAY
 GA1118'11W TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 GA1118'0.1 MILE NORTHWEST TO THE
 GA1118'INTERSECTION OF A PAVED ROAD, TURN LEFT AND
 GA1118'GO 0.15 MILE WEST ON THE PAVED ROAD TO THE STATION ON THE RIGHT AS
 GA1118'DESCRIBED.
 GA1118'
 GA1118'ALL OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 GA1118
 GA1118                          STATION RECOVERY (1964)
 GA1118
 GA1118'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1118'IN SURGOINSVILLE.
 GA1118'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO
 GA1118'78 FEET NORTHEAST ON U.S. HIGHWAY 11W TO A PAVED ROAD ON THE LEFT,
 GA1118'TURN LEFT AND GO 0.1 MILE NORTHWEST ON THE PAVED ROAD TO THE
 GA1118'JUNCTION OF ANOTHER PAVED ROAD, TURN RIGHT AND GO 0.05 MILE
 GA1118'NORTHEAST ON THE PAVED ROAD TO A PAVED ROAD ON THE LEFT, TURN
 GA1118'LEFT AND GO 0.1 MILE NORTHWEST ON THE PAVED ROAD TO THE STATION
 GA1118'ON THE LEFT.  THE STATION IS 65 FEET WEST OF THE APPROXIMATE
 GA1118'CENTER OF A PAVED ROAD, 62 FEET NORTH OF THE NORTHWEST CORNER
 GA1118'OF A BLOCK GARAGE, 14 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GA1118'CORNER OF A BLOCK GARAGE, 12 FEET SOUTH-SOUTHEAST OF A WIRE FENCE
 GA1118'AND 11.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 GA1118'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1118'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1117 ***********************************************************************
 GA1117  DESIGNATION -  GOOD RM 1
 GA1117  PID         -  GA1117
 GA1117  STATE/COUNTY-  TN/HAWKINS
 GA1117  USGS QUAD   -  STONY POINT (1971)
 GA1117
 GA1117                         *CURRENT SURVEY CONTROL
 GA1117  ___________________________________________________________________
 GA1117* NAD 83(1986)-  36 28 15.     (N)    082 51 18.     (W)     SCALED    
 GA1117* NAVD 88     -       373.064  (meters)    1223.96   (feet)  ADJUSTED  
 GA1117  ___________________________________________________________________
 GA1117  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1117  DYNAMIC HT  -         372.727 (meters)    1222.86  (feet)  COMP
 GA1117  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA1117
 GA1117  VERT ORDER  -  SECOND    CLASS 0
 GA1117
 GA1117.The horizontal coordinates were scaled from a topographic map and have
 GA1117.an estimated accuracy of +/- 6 seconds.
 GA1117
 GA1117.The orthometric height was determined by differential leveling
 GA1117.and adjusted by the National Geodetic Survey in June 1991..
 GA1117
 GA1117.The geoid height was determined by GEOID03.
 GA1117
 GA1117.The dynamic height is computed by dividing the NAVD 88
 GA1117.geopotential number by the normal gravity value computed on the
 GA1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1117.degrees latitude (g = 980.6199 gals.).
 GA1117
 GA1117.The modeled gravity was interpolated from observed gravity values.
 GA1117
 GA1117;                    North         East    Units  Estimated Accuracy
 GA1117;SPC TN       -   241,690.      881,820.      MT  (+/- 180 meters Scaled)
 GA1117
 GA1117                          SUPERSEDED SURVEY CONTROL
 GA1117
 GA1117  NGVD 29 (??/??/92)  373.245  (m)         1224.55   (f) ADJ UNCH    2 0
 GA1117
 GA1117.Superseded values are not recommended for survey control.
 GA1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1117.See file dsdata.txt to determine how the superseded data were derived.
 GA1117
 GA1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338377(NAD 83)
 GA1117_MARKER: DD = SURVEY DISK
 GA1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1117_STAMPING: GOOD RM-1 1963
 GA1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1117+STABILITY: SURFACE MOTION
 GA1117
 GA1117  HISTORY     - Date     Condition        Report By
 GA1117  HISTORY     - 1963     MONUMENTED       TNHD
 GA1117  HISTORY     - 1964     GOOD             TNHD
 GA1117
 GA1117                          STATION DESCRIPTION
 GA1117
 GA1117'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1117'IN SURGOINSVILLE.
 GA1117'THE MARK IS LOCATED AT THE GOOD 1963 STATION SITE, 27 FEET
 GA1117'NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK GARAGE, 16 FEET
 GA1117'WEST OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 12 FEET
 GA1117'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED DRIVE.  THE
 GA1117'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1117'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1119 ***********************************************************************
 GA1119  DESIGNATION -  GOOD RM 2
 GA1119  PID         -  GA1119
 GA1119  STATE/COUNTY-  TN/HAWKINS
 GA1119  USGS QUAD   -  STONY POINT (1971)
 GA1119
 GA1119                         *CURRENT SURVEY CONTROL
 GA1119  ___________________________________________________________________
 GA1119* NAD 83(1986)-  36 28 15.     (N)    082 51 18.     (W)     SCALED    
 GA1119* NAVD 88     -       373.133  (meters)    1224.19   (feet)  ADJUSTED  
 GA1119  ___________________________________________________________________
 GA1119  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1119  DYNAMIC HT  -         372.796 (meters)    1223.08  (feet)  COMP
 GA1119  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA1119
 GA1119  VERT ORDER  -  SECOND    CLASS 0
 GA1119
 GA1119.The horizontal coordinates were scaled from a topographic map and have
 GA1119.an estimated accuracy of +/- 6 seconds.
 GA1119
 GA1119.The orthometric height was determined by differential leveling
 GA1119.and adjusted by the National Geodetic Survey in June 1991..
 GA1119
 GA1119.The geoid height was determined by GEOID03.
 GA1119
 GA1119.The dynamic height is computed by dividing the NAVD 88
 GA1119.geopotential number by the normal gravity value computed on the
 GA1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1119.degrees latitude (g = 980.6199 gals.).
 GA1119
 GA1119.The modeled gravity was interpolated from observed gravity values.
 GA1119
 GA1119;                    North         East    Units  Estimated Accuracy
 GA1119;SPC TN       -   241,690.      881,820.      MT  (+/- 180 meters Scaled)
 GA1119
 GA1119                          SUPERSEDED SURVEY CONTROL
 GA1119
 GA1119  NGVD 29 (??/??/92)  373.314  (m)         1224.78   (f) ADJ UNCH    2 0
 GA1119
 GA1119.Superseded values are not recommended for survey control.
 GA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1119.See file dsdata.txt to determine how the superseded data were derived.
 GA1119
 GA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338377(NAD 83)
 GA1119_MARKER: DD = SURVEY DISK
 GA1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1119_STAMPING: GOOD RM-2 1963
 GA1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1119+STABILITY: SURFACE MOTION
 GA1119
 GA1119  HISTORY     - Date     Condition        Report By
 GA1119  HISTORY     - 1963     MONUMENTED       TNHD
 GA1119  HISTORY     - 1964     GOOD             TNHD
 GA1119
 GA1119                          STATION DESCRIPTION
 GA1119
 GA1119'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1119'IN SURGOINSVILLE.
 GA1119'THE MARK IS LOCATED AT THE GOOD 1963 STATION SITE, 44 FEET
 GA1119'SOUTHWEST OF THE SOUTHWEST CORNER OF A BLOCK GARAGE, 17 FEET
 GA1119'EAST OF A 4-INCH WALNUT TREE AND 2 FEET SOUTH-SOUTHEAST OF A WIRE
 GA1119'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA1119'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1535 ***********************************************************************
 FD1535  DESIGNATION -  GOODSPRING
 FD1535  PID         -  FD1535
 FD1535  STATE/COUNTY-  TN/GILES
 FD1535  USGS QUAD   -  PULASKI (1984)
 FD1535
 FD1535                         *CURRENT SURVEY CONTROL
 FD1535  ___________________________________________________________________
 FD1535* NAD 83(1995)-  35 08 35.46571(N)    087 06 25.48294(W)     ADJUSTED  
 FD1535* NAVD 88     -       311.7    (meters)    1023.     (feet)  VERTCON   
 FD1535  ___________________________________________________________________
 FD1535  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FD1535  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD1535
 FD1535  HORZ ORDER  -  SECOND
 FD1535
 FD1535.The horizontal coordinates were established by classical geodetic methods
 FD1535.and adjusted by the National Geodetic Survey in April 1999..
 FD1535
 FD1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1535
 FD1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1535
 FD1535.The geoid height was determined by GEOID03.
 FD1535
 FD1535;                    North         East     Units Scale Factor Converg.
 FD1535;SPC TN       -    90,424.534   499,113.264   MT  1.00002057   -0 38 53.3
 FD1535;SPC TN       -   296,667.83  1,637,507.43   sFT  1.00002057   -0 38 53.3
 FD1535;UTM  16      - 3,888,927.162   490,245.951   MT  0.99960117   -0 03 41.9
 FD1535
 FD1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1535!SPC TN       -   0.99995541  x   1.00002057  =   0.99997598
 FD1535!UTM  16      -   0.99995541  x   0.99960117  =   0.99955660
 FD1535
 FD1535|---------------------------------------------------------------------|
 FD1535| PID    Reference Object                     Distance      Geod. Az  |
 FD1535|                                                           dddmmss.s |
 FD1535| FD1540 GOODSPRING RM 1                      19.333 METERS 22124     |
 FD1535| CG5878 GOODSPRING RM 1 OLD                  19.215 METERS 22139     |
 FD1535| CG5877 GOODSPRING AZ MK                                   2311232.3 |
 FD1535| CG5879 GOODSPRING RM 2                      17.090 METERS 32144     |
 FD1535|---------------------------------------------------------------------|
 FD1535
 FD1535                          SUPERSEDED SURVEY CONTROL
 FD1535
 FD1535  NAD 83(1995)-  35 08 35.46639(N)    087 06 25.48352(W) AD(       ) 2
 FD1535  NAD 83(1995)-  35 08 35.47310(N)    087 06 25.48582(W) AD(       ) 2
 FD1535  NAD 83(1986)-  35 08 35.47554(N)    087 06 25.48528(W) AD(       ) 2
 FD1535  NAD 27      -  35 08 35.18300(N)    087 06 25.44600(W) AD(       ) 2
 FD1535  NGVD 29 (07/19/86)  311.6    (m)         1022.     (f) VERT ANG       
 FD1535
 FD1535.Superseded values are not recommended for survey control.
 FD1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1535.See file dsdata.txt to determine how the superseded data were derived.
 FD1535
 FD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9024688927(NAD 83)
 FD1535_MARKER: DS = TRIANGULATION STATION DISK
 FD1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1535
 FD1535  HISTORY     - Date     Condition        Report By
 FD1535  HISTORY     - 1934     MONUMENTED       CGS
 FD1535  HISTORY     - 1962     GOOD             CGS
 FD1535  HISTORY     - 1979     GOOD             NGS
 FD1535
 FD1535                          STATION DESCRIPTION
 FD1535
 FD1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1535'ABOUT 6 MILES SOUTHWEST OF PULASKI, 0.5 MILE FROM GOOD SPRING POST
 FD1535'OFFICE, AND IN
 FD1535'YARD OF CHESTNUT GROVE CHURCH.  TO REACH FROM
 FD1535'COURTHOUSE IN PULASKI, FOLLOW
 FD1535'STATE ROUTE 11 SOUTH 7.2 MILES (OR 0.7
 FD1535'MILE BEYOND GOOD SPRING POST OFFICE), TURN
 FD1535'SHARPLY TO RIGHT AT TOP OF
 FD1535'LONG GRADE, PROCEED 0.45 MILE AND TURN RIGHT, AND CONTINUE
 FD1535'ABOUT 200 YARDS
 FD1535'TO CHESTNUT GROVE CHURCH AND STATION SITE.  STATION IS AT NORTH
 FD1535'CORNER OF YARD, 34.6
 FD1535'FEET NORTH OF NORTHWEST CORNER OF CHURCH, 66
 FD1535'FEET NORTH-NORTHEAST OF 24-INCH WHITE
 FD1535'OAK, AND 15.5 FEET SOUTHWEST OF
 FD1535'WIRE FENCE AROUND CEMETERY.  SURFACE AND UNDERGROUND
 FD1535'MARKS ARE
 FD1535'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 FD1535'AZIMUTH MARKS ARE
 FD1535'STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1535'1 IS 22 FEET WEST OF CHURCH, 5 FEET
 FD1535'NORTHWEST OF 24-INCH WHITE OAK,
 FD1535'AND 19.215 METERS (63.04 FEET) FROM STATION
 FD1535'S 41 DEG 39 MIN W.  NO
 FD1535'2 IS AT NORTHWEST EDGE OF YARD, ABOUT 60 FEET WEST-NORTHWEST OF
 FD1535'NORTHWEST CORNER OF
 FD1535'CHURCH, AND 17.109 METERS (56.13 FEET) FROM
 FD1535'STATION N 38 DEG 16 MIN W.
 FD1535'DISTANCE BETWEEN REFERENCE MARKS
 FD1535'NO 1 AND NO 2 IS 68.00 FEET.  AZIMUTH MARK IS IN
 FD1535'SOUTHWEST CORNER OF
 FD1535'OLD CHURCHYARD, ABOUT 70 YARDS SOUTH-SOUTHWEST OF CHURCH, 22 FEET
 FD1535'NORTH OF COUNTY
 FD1535'ROAD, AND 0.3 MILE FROM STATION S 51 DEG 13 MIN W.
 FD1535'BEARING FROM STATION
 FD1535'TO SPIRE OF OLD CHURCH, DISTANT 0.3
 FD1535'MILE, IS S 48 DEG 30 MIN W.
 FD1535
 FD1535                          STATION RECOVERY (1962)
 FD1535
 FD1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1535'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED
 FD1535'AND FOUND IN GOOD
 FD1535'CONDITION.  REFERENCE MARK NO 1 HAS BEEN DISTURBED AND THE
 FD1535'ARROW NO LONGER POINTS TO
 FD1535'THE STATION, THE HORIZONTAL DISTANCE FROM
 FD1535'THE STATION IS NOW 63.44 FEET INSTEAD OF
 FD1535'63.04 FEET, AND THE
 FD1535'HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 FD1535'REFERENCE MARK NO
 FD1535'2 IS NOW 68.32 FEET INSTEAD OF 68.00 FEET.  HOWEVER THE MARK IS SOLID
 FD1535'AND IT WAS NOT
 FD1535'DISTURBED, BUT LEFT AS A REFERENCE POINT ONLY.  WHEN
 FD1535'THE LEAVES FALL FROM TREES IN
 FD1535'LINE TO THE AZIMUTH MARK LATER IN THE
 FD1535'SEASON, AN ATTEMPT WILL BE MADE TO MOVE THE
 FD1535'STATION.  THE CHURCH HAS
 FD1535'BEEN MOVED, THE CEMETERY EXTENDED, AND THE STATION IS NOW IN
 FD1535'SUCH LOCATION
 FD1535'THAT A STEEL SIGNAL COULD NOT BE ERECTED OVER THE MARK
 FD1535'WITHOUT THE CERTAIN DANGER
 FD1535'OF DISTURBING NEARBY GRAVES.  THE ORIGINAL
 FD1535'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING
 FD1535'IS A NEW AND COMPLETE
 FD1535'DESCRIPTION OF THE STATION AT THIS TIME.
 FD1535'
 FD1535'STATION IS IN THE CEMETERY AT THE CHESTNUT GROVE METHODIST CHURCH,
 FD1535'ABOUT 6 MILES SOUTHWEST
 FD1535'OF PULASKI AND 0.5 MILE SOUTHWEST OF GOODSPRING.
 FD1535'
 FD1535'TO REACH FROM THE JUNCTION OF US S HIGHWAYS 31, 31A AND 64, JUST WEST
 FD1535'OF THE POST OFFICE IN
 FD1535'PULASKI, GO WEST ON U S HIGHWAY 64 FOR 0.3 MILE TO THE
 FD1535'JUNCTION OF STATE ROUTE 11 ON THE
 FD1535'LEFT.  HERE TURN LEFT ON STATE
 FD1535'ROUTE 11 AND GO SOUTHWESTERLY TOWARD MINOR HILL FOR
 FD1535'6.2 MILES TO THE
 FD1535'GOOD SPRING GROCERY AND POST OFFICE.  CONTINUE SOUTHWESTERLY ON STATE
 FD1535'ROUTE 11 FOR 0.7
 FD1535'MILE TO THE TOP OF A STEEP GRADE, A SHELL SERVICE
 FD1535'STATION ON THE LEFT, AND AN OILED
 FD1535'ROAD SHARP RIGHT, TURN SHARP RIGHT
 FD1535'AND GO NORTHWEST AND WEST ON THIS OILED ROAD FOR
 FD1535'0.45 MILE TO A
 FD1535'GRAVELED ROAD RIGHT AT SIGN CHESTNUT GROVE METHODIST CHURCH, TURN
 FD1535'RIGHT, NORTH, ON
 FD1535'GRAVELED ROAD FOR 0.1 MILE TO THE CHURCH AND STATION
 FD1535'IN THE CEMETERY.
 FD1535'
 FD1535'THE STATION IS 48 FEET SOUTH OF A TWIN TRUNKED, WILD CHERRY TREE, 41
 FD1535'FEET WEST OF A 12-INCH
 FD1535'CEDAR TREE, 18 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FD1535'CHURCH, 14 FEET NORTHEAST OF
 FD1535'THE CENTER OF THE CEMETERY GATE, 9 FEET
 FD1535'EAST OF THE CEMETERY FENCE, AND JUST NORTH OF
 FD1535'TWO GRAVES.  IT IS A
 FD1535'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1535'MONUMENT THAT
 FD1535'PROJECTS 5 INCHES AND THE DISK IS STAMPED GOOD SPRING 1934.
 FD1535'
 FD1535'REFERENCE MARK NO 1 IS 48 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FD1535'CHURCH, 45 FEET NORTHEAST
 FD1535'OF AN 8-INCH CEDAR TREE, 31 FEET WEST OF THE CEMETERY
 FD1535'FENCE AND IN A GRASSY AREA OF A
 FD1535'CIRCULAR DRIVE.  IT IS A STANDARD
 FD1535'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1535'MONUMENT THAT
 FD1535'PROJECTS 5 INCHES AND THE DISK IS STAMPED GOOD SPRING NO 1 1934.
 FD1535'
 FD1535'REFERENCE MARK NO 2 COULD NOT BE MEASURED AS THE CHURCH BUILDING IS
 FD1535'NOW BETWEEN IT AND THE
 FD1535'STATION.  IT IS 21 FEET NORTH OF THE SOUTHWEST CORNER OF
 FD1535'THE CHURCH, 14 FEET NORTH OF
 FD1535'A TWIN TRUNKED OAK TREE AND 8 FEET SOUTH
 FD1535'OF THE SOUTH WALL OF THE CHURCH.  IT IS A
 FD1535'STANDARD DISK SET IN THE
 FD1535'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD1535'INCHES AND THE
 FD1535'DISK IS STAMPED GOOD SPRING NO 2 1934.
 FD1535'
 FD1535'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 181 FEET
 FD1535'EAST OF A DRIVEWAY INTO A
 FD1535'HOUSE, 161 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD1535'A BLOCK BUILDING, 30 FEET NORTH OF
 FD1535'THE APPROXIMATE CENTER OF AN OILED
 FD1535'ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 FD1535'SIGN, AND DIRECTLY
 FD1535'UNDER A TELEPHONE LINE.  IT IS A STANDARD REFERENCE MARK DISK SET
 FD1535'IN THE TOP OF A
 FD1535'10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FD1535'SURFACE OF THE GROUND AND THE
 FD1535'DISK IS STAMPED GOOD SPRING AZI 1934.
 FD1535'
 FD1535'TO REACH THE AZIMUTH MARK FROM THE SIGN CHESTNUT GROVE METHODIST
 FD1535'CHURCH, 0.1 MILE SOUTH OF
 FD1535'THE STATION, GO WEST ON THE OILED ROAD PASSING A
 FD1535'COLORED SCHOOL ON THE LEFT, FOR
 FD1535'0.15 MILE TO A DRIVE LEADING INTO A
 FD1535'BLOCK BUILDING ON THE RIGHT, CONTINUE WEST FOR
 FD1535'ABOUT 0.05 MILE TO A
 FD1535'BANK ON THE RIGHT AND THE MARK AT TOP OF BANK NEAR THE SOUTHWEST
 FD1535'CORNER OF A
 FD1535'CLEARING.
 FD1535
 FD1535                          STATION RECOVERY (1979)
 FD1535
 FD1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1535'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FD1535'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 FD1535'REFERENCE MARK 1 CHECKED FAVORABLY WITH THE 1962 DISTANCE.
 FD1535'THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE SHORTER BY 0.02
 FD1535'FOOT.
 FD1535'A COMPLETE DESCRIPTION FOLLOWS.
 FD1535'
 FD1535'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PULASKI,
 FD1535'1/2 MILE SOUTHWEST OF GOODSPRING, AND AT THE CHESTNUT GROVE
 FD1535'METHODIST CEMETERY.  PERMISSION WAS OBTAINED FROM
 FD1535'MR. LEE H. NEWTON, ROUTE 1, PULASKI, TN 38478.
 FD1535'TELEPHONE NUMBER 615-363-2080.
 FD1535'
 FD1535'TO REACH THE STATION FROM THE POST OFFICE AND GROCERY STORE
 FD1535'IN GOODSPRING, GO SOUTH ON STATE ROUTE 11 FOR 0.6 MILE TO
 FD1535'THE TOP OF A HILL AND A CROSSROAD.  TURN SHARP RIGHT AND
 FD1535'GO NORTHWEST AND WEST FOR 0.45 MILE TO A PAVED SIDE ROAD
 FD1535'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 FD1535'CEMETERY AND THE STATION ON THE RIGHT.
 FD1535'
 FD1535'THE STATION IS A STANDARD CGS DISK
 FD1535'STAMPED---GOODSPRING 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1535'17 FEET SOUTH-SOUTHEAST FROM THE ABERNATHY GRAVE STONE MARKER
 FD1535'CENTER AND
 FD1535'8.4 FEET NORTHEAST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1535'
 FD1535'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 FD1535'STAMPED---GOODSPRING NO 1 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1535'89.0 FEET NORTH FROM A EAST GATE POST OF FENCE AND
 FD1535'53.5 FEET SOUTHWEST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1535'MARK IS BELOW STATION 0.4 METERS.
 FD1535'
 FD1535'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FD1535'STAMPED---GOODSPRING NO 2 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1535'64.4 FEET WEST FROM THE ABERNATHY GRAVE STONE MARKER CENTER AND
 FD1535'53.0 FEET WEST-NORTHWEST FROM THE STAFFORD GRAVE STONE MARKER
 FD1535'CENTER.
 FD1535'MARK IS LEVEL WITH STATION.
 FD1535'
 FD1535'AZIMUTH MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 FD1535'STAMPED---GOODSPRING AZI 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'FLUSH WITH GROUND.  IT IS LOCATED
 FD1535'39.5 FEET SOUTHWEST FROM A 30-INCH OAK TREE,
 FD1535'29.5 FEET NORTH FROM THE CENTER OF A PAVED ROAD, AND
 FD1535'1.0 FEET SOUTH FROM A METAL WITNESS POST.
 FD1535'
 FD1535'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR 0.1 MILE
 FD1535'TO A T-INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.2 MILE
 FD1535'TO THE MARK ON THE RIGHT.
 FD1535'
 FD1535'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FD1535'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AT THE STATION.
 FD1535'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1540 ***********************************************************************
 FD1540  DESIGNATION -  GOODSPRING RM 1
 FD1540  PID         -  FD1540
 FD1540  STATE/COUNTY-  TN/GILES
 FD1540  USGS QUAD   -  PULASKI (1984)
 FD1540
 FD1540                         *CURRENT SURVEY CONTROL
 FD1540  ___________________________________________________________________
 FD1540* NAD 83(1995)-  35 08 34.99515(N)    087 06 25.98803(W)     ADJUSTED  
 FD1540* NAVD 88     -       311.3    (meters)    1021.     (feet)  VERTCON   
 FD1540  ___________________________________________________________________
 FD1540  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FD1540  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD1540
 FD1540  HORZ ORDER  -  SECOND
 FD1540
 FD1540.The horizontal coordinates were established by classical geodetic methods
 FD1540.and adjusted by the National Geodetic Survey in April 1999..
 FD1540
 FD1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1540
 FD1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1540
 FD1540.The geoid height was determined by GEOID03.
 FD1540
 FD1540;                    North         East     Units Scale Factor Converg.
 FD1540;SPC TN       -    90,410.178   499,100.315   MT  1.00002059   -0 38 53.6
 FD1540;SPC TN       -   296,620.73  1,637,464.95   sFT  1.00002059   -0 38 53.6
 FD1540;UTM  16      - 3,888,912.680   490,233.155   MT  0.99960118   -0 03 42.2
 FD1540
 FD1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1540!SPC TN       -   0.99995547  x   1.00002059  =   0.99997606
 FD1540!UTM  16      -   0.99995547  x   0.99960118  =   0.99955667
 FD1540
 FD1540|---------------------------------------------------------------------|
 FD1540| PID    Reference Object                     Distance      Geod. Az  |
 FD1540|                                                           dddmmss.s |
 FD1540| FD1535 GOODSPRING                           19.333 METERS 04124     |
 FD1540| CG5879 GOODSPRING RM 2                      20.816 METERS 35112     |
 FD1540|---------------------------------------------------------------------|
 FD1540
 FD1540                          SUPERSEDED SURVEY CONTROL
 FD1540
 FD1540  NAD 83(1995)-  35 08 34.99561(N)    087 06 25.98831(W) AD(       ) 2
 FD1540  NAD 83(1995)-  35 08 35.00269(N)    087 06 25.99112(W) AD(       ) 2
 FD1540  NAD 83(1986)-  35 08 35.00497(N)    087 06 25.99039(W) AD(       ) 2
 FD1540  NAD 27      -  35 08 34.71422(N)    087 06 25.95352(W) AD(       ) 2
 FD1540  NGVD 29 (07/19/86)  311.2    (m)         1021.     (f) VERT ANG       
 FD1540
 FD1540.Superseded values are not recommended for survey control.
 FD1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1540.See file dsdata.txt to determine how the superseded data were derived.
 FD1540
 FD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9023388913(NAD 83)
 FD1540_MARKER: DR = REFERENCE MARK DISK
 FD1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1540_MARK LOGO: CGS   
 FD1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1540+STABILITY: SURFACE MOTION
 FD1540
 FD1540  HISTORY     - Date     Condition        Report By
 FD1540  HISTORY     - 1979     MONUMENTED       NGS
 FD1540
 FD1540                          STATION DESCRIPTION
 FD1540
 FD1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1540'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PULASKI,
 FD1540'1/2 MILE SOUTHWEST OF GOODSPRING, AND AT THE CHESTNUT GROVE
 FD1540'METHODIST CEMETERY.  PERMISSION WAS OBTAINED FROM
 FD1540'MR. LEE H. NEWTON, ROUTE 1, PULASKI, TN 38478.
 FD1540'TELEPHONE NUMBER 615-363-2080.
 FD1540'
 FD1540'TO REACH THE STATION FROM THE POST OFFICE AND GROCERY STORE
 FD1540'IN GOODSPRING, GO SOUTH ON STATE ROUTE 11 FOR 0.6 MILE TO
 FD1540'THE TOP OF A HILL AND A CROSSROAD.  TURN SHARP RIGHT AND
 FD1540'GO NORTHWEST AND WEST FOR 0.45 MILE TO A PAVED SIDE ROAD
 FD1540'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 FD1540'CEMETERY AND THE STATION ON THE RIGHT.
 FD1540'
 FD1540'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 FD1540'STAMPED---GOODSPRING NO 1 1934---,
 FD1540'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1540'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1540'89.0 FEET NORTH FROM A EAST GATE POST OF FENCE AND
 FD1540'53.5 FEET SOUTHWEST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1540'
 FD1540'REFERENCE MARK NUMBER 1 IS A STANDARD CGS TRIANGULATION STATION DISK
 FD1540'STAMPED---GOODSPRING 1934---,
 FD1540'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1540'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1540'17 FEET SOUTH-SOUTHEAST FROM THE ABERNATHY GRAVE STONE MARKER
 FD1540'CENTER AND
 FD1540'8.4 FEET NORTHEAST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1540'
 FD1540'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FD1540'STAMPED---GOODSPRING NO 2 1934---,
 FD1540'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1540'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1540'64.4 FEET WEST FROM THE ABERNATHY GRAVE STONE MARKER CENTER AND
 FD1540'53.0 FEET WEST-NORTHWEST FROM THE STAFFORD GRAVE STONE MARKER
 FD1540'CENTER.
 FD1540'MARK IS LEVEL WITH STATION.
 FD1540'
 FD1540'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.2 METERS.
 FD1540'G-MAST USED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0540 ***********************************************************************
 FD0540  DESIGNATION -  GOOSE
 FD0540  PID         -  FD0540
 FD0540  STATE/COUNTY-  TN/WILLIAMSON
 FD0540  USGS QUAD   -  BETHESDA (1982)
 FD0540
 FD0540                         *CURRENT SURVEY CONTROL
 FD0540  ___________________________________________________________________
 FD0540* NAD 83(1995)-  35 51 35.65000(N)    086 49 51.65733(W)     ADJUSTED  
 FD0540* NAVD 88     -       223.358  (meters)     732.80   (feet)  ADJUSTED  
 FD0540  ___________________________________________________________________
 FD0540  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FD0540  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0540  DYNAMIC HT  -         223.160 (meters)     732.15  (feet)  COMP
 FD0540  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0540
 FD0540  HORZ ORDER  -  SECOND
 FD0540  VERT ORDER  -  SECOND    CLASS 0
 FD0540
 FD0540.The horizontal coordinates were established by classical geodetic methods
 FD0540.and adjusted by the National Geodetic Survey in April 1999..
 FD0540
 FD0540.The orthometric height was determined by differential leveling
 FD0540.and adjusted by the National Geodetic Survey in June 1991..
 FD0540
 FD0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0540
 FD0540.The geoid height was determined by GEOID03.
 FD0540
 FD0540.The dynamic height is computed by dividing the NAVD 88
 FD0540.geopotential number by the normal gravity value computed on the
 FD0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0540.degrees latitude (g = 980.6199 gals.).
 FD0540
 FD0540.The modeled gravity was interpolated from observed gravity values.
 FD0540
 FD0540;                    North         East     Units Scale Factor Converg.
 FD0540;SPC TN       -   169,690.009   524,945.007   MT  0.99994850   -0 29 11.4
 FD0540;SPC TN       -   556,724.64  1,722,257.08   sFT  0.99994850   -0 29 11.4
 FD0540;UTM  16      - 3,968,422.985   515,257.032   MT  0.99960287   +0 05 56.4
 FD0540
 FD0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0540!SPC TN       -   0.99996943  x   0.99994850  =   0.99991793
 FD0540!UTM  16      -   0.99996943  x   0.99960287  =   0.99957231
 FD0540
 FD0540|---------------------------------------------------------------------|
 FD0540| PID    Reference Object                     Distance      Geod. Az  |
 FD0540|                                                           dddmmss.s |
 FD0540| FD0539 GOOSE RM 1                            8.705 METERS 00937     |
 FD0540| FD0543 CALLIE                              APPROX. 3.6 KM 1842712.5 |
 FD0540| FD0541 GOOSE RM 2                            7.331 METERS 19746     |
 FD0540|---------------------------------------------------------------------|
 FD0540
 FD0540                          SUPERSEDED SURVEY CONTROL
 FD0540
 FD0540  NAD 83(1995)-  35 51 35.65223(N)    086 49 51.65837(W) AD(       ) 2
 FD0540  NAD 83(1986)-  35 51 35.66075(N)    086 49 51.65961(W) AD(       ) 2
 FD0540  NAD 27      -  35 51 35.42060(N)    086 49 51.65610(W) AD(       ) 2
 FD0540  NGVD 29 (??/??/92)  223.340  (m)          732.74   (f) ADJ UNCH    2 0
 FD0540
 FD0540.Superseded values are not recommended for survey control.
 FD0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0540.See file dsdata.txt to determine how the superseded data were derived.
 FD0540
 FD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1525768423(NAD 83)
 FD0540_MARKER: DE = TRAVERSE STATION DISK
 FD0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0540_STAMPING: GOOSE 1960
 FD0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0540
 FD0540  HISTORY     - Date     Condition        Report By
 FD0540  HISTORY     - 1960     MONUMENTED       CGS
 FD0540  HISTORY     - 1960     GOOD             CGS
 FD0540
 FD0540                          STATION DESCRIPTION
 FD0540
 FD0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0540'THE STATION IS LOCATED ON PROPERTY OWNED BY MR H P MENTON, 5 MILES
 FD0540'SOUTHEAST OF FRANKLIN AND
 FD0540'0.1 MILE EAST OF THE MENTON RESIDENCE.
 FD0540'
 FD0540'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 31 AND U S
 FD0540'HIGHWAY 431 AND THE POST
 FD0540'OFFICE IN FRANKLIN, GO SOUTHEAST AND SOUTH ON U S
 FD0540'HIGHWAY 431 FOR 5.0 MILES TO
 FD0540'THE GOOSE CREEK ROAD LEFT, (JUST PAST A
 FD0540'SMALL BRIDGE) TURN LEFT, EAST, FOR 0.85 MILE TO
 FD0540'A NORTH AND SOUTH
 FD0540'FENCE ON THE LEFT AND STATION 149 FEET NORTH OF A T FENCE CORNER
 FD0540'POST.
 FD0540'
 FD0540'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH
 FD0540'GALVANIZED PIPE WHICH
 FD0540'PROJECTS 4 INCHES AND IS STAMPED GOOSE 1960.  IT IS 149
 FD0540'FEET NORTH OF A T FENCE
 FD0540'CORNER POST, 52 FEET SOUTH OF A FENCE CORNER
 FD0540'POST AND 3 FEET EAST OF A FENCE AND
 FD0540'WITNESS SIGN.
 FD0540'
 FD0540'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK BRAZED TO THE TOP OF
 FD0540'A 3-INCH GALVANIZED PIPE
 FD0540'WHICH PROJECTS 6 INCHES AND IS STAMPED GOOSE NO 1
 FD0540'1960.  IT IS 24 FEET SOUTH OF A
 FD0540'FENCE CORNER POST, 13 FEET SOUTH OF A
 FD0540'GATE POST AND 1 FOOT EAST OF A FENCE.
 FD0540'
 FD0540'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK BRAZED TO THE TOP OF
 FD0540'A 3-INCH GALVANIZED PIPE
 FD0540'WHICH PROJECTS 6 INCHES AND IS STAMPED GOOSE NO 2
 FD0540'1960.  IT IS 24 FEET SOUTH OF A
 FD0540'WITNESS SIGN AND 1 FOOT EAST OF A
 FD0540'FENCE.
 FD0540'
 FD0540'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS NO SUITABLE
 FD0540'LOCATION COULD BE FOUND.
 FD0540'
 FD0540'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FD0540
 FD0540                          STATION RECOVERY (1960)
 FD0540
 FD0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0540'6.6 MI SE FROM FRANKLIN.
 FD0540'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON
 FD0540'THE L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY
 FD0540'96, THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST
 FD0540'ON A GRAVELED ROAD, THEN 2.65 MILES SOUTH ON INTERSTATE HIGHWAY
 FD0540'65.  THE STATION MARK IS ABOUT 165 FT. NORTH OF THE CENTER
 FD0540'OF GOOSE CREEK ROAD, 149 FT. NORTH OF A T FENCE CORNER POST,
 FD0540'52 FT. SOUTH OF A FENCE CORNER POST AND 3 FT. EAST OF A WITNESS
 FD0540'SIGN AND FENCE.  THE DISK IS BRAZED TO THE TOP OF A 3 INCH
 FD0540'GALVANIZED PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0539 ***********************************************************************
 FD0539  DESIGNATION -  GOOSE RM 1
 FD0539  PID         -  FD0539
 FD0539  STATE/COUNTY-  TN/WILLIAMSON
 FD0539  USGS QUAD   -  BETHESDA (1982)
 FD0539
 FD0539                         *CURRENT SURVEY CONTROL
 FD0539  ___________________________________________________________________
 FD0539* NAD 83(1986)-  35 51 35.     (N)    086 49 51.     (W)     SCALED    
 FD0539* NAVD 88     -       223.218  (meters)     732.34   (feet)  ADJUSTED  
 FD0539  ___________________________________________________________________
 FD0539  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0539  DYNAMIC HT  -         223.021 (meters)     731.69  (feet)  COMP
 FD0539  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0539
 FD0539  VERT ORDER  -  SECOND    CLASS 0
 FD0539
 FD0539.The horizontal coordinates were scaled from a topographic map and have
 FD0539.an estimated accuracy of +/- 6 seconds.
 FD0539
 FD0539.The orthometric height was determined by differential leveling
 FD0539.and adjusted by the National Geodetic Survey in June 1991..
 FD0539
 FD0539.The geoid height was determined by GEOID03.
 FD0539
 FD0539.The dynamic height is computed by dividing the NAVD 88
 FD0539.geopotential number by the normal gravity value computed on the
 FD0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0539.degrees latitude (g = 980.6199 gals.).
 FD0539
 FD0539.The modeled gravity was interpolated from observed gravity values.
 FD0539
 FD0539;                    North         East    Units  Estimated Accuracy
 FD0539;SPC TN       -   169,670.      524,960.      MT  (+/- 180 meters Scaled)
 FD0539
 FD0539                          SUPERSEDED SURVEY CONTROL
 FD0539
 FD0539  NGVD 29 (??/??/92)  223.200  (m)          732.28   (f) ADJ UNCH    2 0
 FD0539
 FD0539.Superseded values are not recommended for survey control.
 FD0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0539.See file dsdata.txt to determine how the superseded data were derived.
 FD0539
 FD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE152684(NAD 83)
 FD0539_MARKER: DR = REFERENCE MARK DISK
 FD0539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0539_STAMPING: GOOSE NO 1 1960
 FD0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0539
 FD0539  HISTORY     - Date     Condition        Report By
 FD0539  HISTORY     - 1960     MONUMENTED       CGS
 FD0539
 FD0539                          STATION DESCRIPTION
 FD0539
 FD0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0539'6.6 MI SE FROM FRANKLIN.
 FD0539'THIS MARK IS LOCATED AT THE GOOSE 1960 STATION SITE, 28.5 FT.
 FD0539'NORTH OF THE STATION MARK, 24 FT. SOUTH OF A FENCE CORNER POST,
 FD0539'13 FT. SOUTH OF A GATE POST AND 1 FT. EAST OF A FENCE.  THE DISK
 FD0539'IS BRAZED TO THE TOP OF A 3 INCH GALVANIZED PIPE PROJECTING
 FD0539'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0541 ***********************************************************************
 FD0541  DESIGNATION -  GOOSE RM 2
 FD0541  PID         -  FD0541
 FD0541  STATE/COUNTY-  TN/WILLIAMSON
 FD0541  USGS QUAD   -  BETHESDA (1982)
 FD0541
 FD0541                         *CURRENT SURVEY CONTROL
 FD0541  ___________________________________________________________________
 FD0541* NAD 83(1986)-  35 51 35.     (N)    086 49 51.     (W)     SCALED    
 FD0541* NAVD 88     -       223.112  (meters)     731.99   (feet)  ADJUSTED  
 FD0541  ___________________________________________________________________
 FD0541  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0541  DYNAMIC HT  -         222.915 (meters)     731.35  (feet)  COMP
 FD0541  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0541
 FD0541  VERT ORDER  -  SECOND    CLASS 0
 FD0541
 FD0541.The horizontal coordinates were scaled from a topographic map and have
 FD0541.an estimated accuracy of +/- 6 seconds.
 FD0541
 FD0541.The orthometric height was determined by differential leveling
 FD0541.and adjusted by the National Geodetic Survey in June 1991..
 FD0541
 FD0541.The geoid height was determined by GEOID03.
 FD0541
 FD0541.The dynamic height is computed by dividing the NAVD 88
 FD0541.geopotential number by the normal gravity value computed on the
 FD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0541.degrees latitude (g = 980.6199 gals.).
 FD0541
 FD0541.The modeled gravity was interpolated from observed gravity values.
 FD0541
 FD0541;                    North         East    Units  Estimated Accuracy
 FD0541;SPC TN       -   169,670.      524,960.      MT  (+/- 180 meters Scaled)
 FD0541
 FD0541                          SUPERSEDED SURVEY CONTROL
 FD0541
 FD0541  NGVD 29 (??/??/92)  223.094  (m)          731.93   (f) ADJ UNCH    2 0
 FD0541
 FD0541.Superseded values are not recommended for survey control.
 FD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0541.See file dsdata.txt to determine how the superseded data were derived.
 FD0541
 FD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE152684(NAD 83)
 FD0541_MARKER: DR = REFERENCE MARK DISK
 FD0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0541_STAMPING: GOOSE NO 2 1960
 FD0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0541
 FD0541  HISTORY     - Date     Condition        Report By
 FD0541  HISTORY     - 1960     MONUMENTED       CGS
 FD0541
 FD0541                          STATION DESCRIPTION
 FD0541
 FD0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0541'6.6 MI SE FROM FRANKLIN.
 FD0541'THIS MARK IS LOCATED AT THE GOOSE 1960 STATION SITE, 24 FT.
 FD0541'SOUTH OF THE STATION MARK, 24 FT. SOUTH OF A WITNESS SIGN AND
 FD0541'1 FT. EAST OF A FENCE.  THE DISK IS BRAZED TO THE TOP OF A
 FD0541'3 INCH GALVANIZED PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1834 ***********************************************************************
 GB1834  DESIGNATION -  GORDON
 GB1834  PID         -  GB1834
 GB1834  STATE/COUNTY-  TN/SMITH
 GB1834  USGS QUAD   -  GORDONSVILLE (1986)
 GB1834
 GB1834                         *CURRENT SURVEY CONTROL
 GB1834  ___________________________________________________________________
 GB1834* NAD 83(1995)-  36 10 28.91914(N)    085 56 18.96669(W)     ADJUSTED  
 GB1834* NAVD 88     -       226.412  (meters)     742.82   (feet)  ADJUSTED  
 GB1834  ___________________________________________________________________
 GB1834  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 GB1834  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1834  DYNAMIC HT  -         226.219 (meters)     742.19  (feet)  COMP
 GB1834  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1834
 GB1834  HORZ ORDER  -  SECOND
 GB1834  VERT ORDER  -  SECOND    CLASS 0
 GB1834
 GB1834.The horizontal coordinates were established by classical geodetic methods
 GB1834.and adjusted by the National Geodetic Survey in April 1999..
 GB1834
 GB1834.The orthometric height was determined by differential leveling
 GB1834.and adjusted by the National Geodetic Survey in June 1991..
 GB1834
 GB1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1834
 GB1834.The geoid height was determined by GEOID03.
 GB1834
 GB1834.The dynamic height is computed by dividing the NAVD 88
 GB1834.geopotential number by the normal gravity value computed on the
 GB1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1834.degrees latitude (g = 980.6199 gals.).
 GB1834
 GB1834.The modeled gravity was interpolated from observed gravity values.
 GB1834
 GB1834;                    North         East     Units Scale Factor Converg.
 GB1834;SPC TN       -   204,301.166   605,523.459   MT  0.99996602   +0 02 09.4
 GB1834;SPC TN       -   670,278.08  1,986,621.55   sFT  0.99996602   +0 02 09.4
 GB1834;UTM  16      - 4,003,847.376   595,451.529   MT  0.99971226   +0 37 35.5
 GB1834
 GB1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1834!SPC TN       -   0.99996910  x   0.99996602  =   0.99993512
 GB1834!UTM  16      -   0.99996910  x   0.99971226  =   0.99968137
 GB1834
 GB1834:                Primary Azimuth Mark                     Grid Az
 GB1834:SPC TN       -  GORDON AZ MK                             037 54 10.5
 GB1834:UTM  16      -  GORDON AZ MK                             037 18 44.4
 GB1834
 GB1834|---------------------------------------------------------------------|
 GB1834| PID    Reference Object                     Distance      Geod. Az  |
 GB1834|                                                           dddmmss.s |
 GB1834| GB1837 GORDON AZ MK                                       0375619.9 |
 GB1834| GB1836 GORDON RM 1                          11.479 METERS 07631     |
 GB1834| GB1835 GORDON RM 2                           9.370 METERS 18404     |
 GB1834|---------------------------------------------------------------------|
 GB1834
 GB1834                          SUPERSEDED SURVEY CONTROL
 GB1834
 GB1834  NAD 83(1995)-  36 10 28.92183(N)    085 56 18.97032(W) AD(       ) 2
 GB1834  NAD 83(1995)-  36 10 28.92170(N)    085 56 18.97178(W) AD(       ) 2
 GB1834  NAD 83(1986)-  36 10 28.93119(N)    085 56 18.96716(W) AD(       ) 2
 GB1834  NAD 27      -  36 10 28.71670(N)    085 56 19.01800(W) AD(       ) 2
 GB1834  NGVD 29 (??/??/92)  226.477  (m)          743.03   (f) ADJ UNCH    2 0
 GB1834
 GB1834.Superseded values are not recommended for survey control.
 GB1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1834.See file dsdata.txt to determine how the superseded data were derived.
 GB1834
 GB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9545203847(NAD 83)
 GB1834_MARKER: DE = TRAVERSE STATION DISK
 GB1834_SETTING: 66 = SET IN ROCK OUTCROP
 GB1834_SP_SET: BEDROCK
 GB1834_STAMPING: GORDON 1960
 GB1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1834+STABILITY: POSITION/ELEVATION WELL
 GB1834
 GB1834  HISTORY     - Date     Condition        Report By
 GB1834  HISTORY     - 1960     MONUMENTED       CGS
 GB1834  HISTORY     - 1960     GOOD             CGS
 GB1834  HISTORY     - 1963     MARK NOT FOUND   CGS
 GB1834
 GB1834                          STATION DESCRIPTION
 GB1834
 GB1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1834'THE STATION IS LOCATED ON THE SUMMIT OF A WOODED HILL AND ABOUT 0.15
 GB1834'MILE WEST OF THE CENTER OF GORDONSVILLE. THE PROPERTY IS OWNED
 GB1834'BY MRS. LULA PRENTICE.
 GB1834'
 GB1834'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO WEST ON
 GB1834'STATE HIGHWAY 141 FOR 0.1 MILE TO MRS. LULA PRENTICE RESIDENCE
 GB1834'ON THE RIGHT AND THE END OF TRUCK TRAVEL. PACK NORTHERLY FOR ABOUT
 GB1834'0.1 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 GB1834'
 GB1834'STATION MARK IS 27 FEET EAST OF A ROCK FENCE AND 2.7 FEET WEST OF A
 GB1834'WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A
 GB1834'DRILL HOLE IN BEDROCK, WHICH IS 6 INCHES BELOW THE SURFACE, SET
 GB1834'FLUSH, AND IS STAMPED GORDON 1960.
 GB1834'
 GB1834'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB1834'OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED GORDON NO 1
 GB1834'1960.
 GB1834'
 GB1834'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE ROCK FENCE. THE MARK IS A
 GB1834'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GB1834'BEDROCK, WHICH PROJECTS 6 INCHES ON THE EAST SIDE, SET FLUSH, AND IS
 GB1834'STAMPED GORDON NO 2 1960.
 GB1834'
 GB1834'AZIMUTH MARK IS 14 FEET WEST OF THE CENTER OF THE PAVED ROAD, 3 FEET
 GB1834'SOUTHEAST OF A POWERLINE POLE, 2 FEET EAST OF A WIRE FENCE AND
 GB1834'2.4 FEET SOUTHEAST OF A WITNESS SIGN. THE MARK IS A STANDARD DISK SET
 GB1834'IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED GORDON
 GB1834'1960.
 GB1834'
 GB1834'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GORDONSVILLE, GO
 GB1834'WEST ON STATE HIGHWAY 141 FOR 1 BLOCK TO A PAVED ROAD ON THE RIGHT,
 GB1834'TURN RIGHT, NORTH, FOR 0.5 MILE TO THE MARK ON THE LEFT.
 GB1834'
 GB1834'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
 GB1834
 GB1834                          STATION RECOVERY (1960)
 GB1834
 GB1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1834'AT GORDONSVILLE.
 GB1834'FROM THE POST OFFICE IN GORDONSVILLE, GO WEST ON STATE HIGHWAY 141
 GB1834'FOR 0.1 MILE TO MRS. LULA PRENTICE RESIDENCE ON THE RIGHT AND THE
 GB1834'END OF TRUCK TRAVEL, GO NORTHERLY FOR ABOUT 0.1 MILE TO THE SUMMIT
 GB1834'OF THE HILL AND THE STATION.  THE STATION MARK IS 27 FT. EAST OF A
 GB1834'ROCK FENCE AND 2.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS CEMENTED
 GB1834'IN BEDROCK WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 GB1834
 GB1834                          STATION RECOVERY (1963)
 GB1834
 GB1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1834'STATION AND RMS NOT FOUND.  NO SEARCH WAS MADE FOR THE AZIMUTH
 GB1834'MARK.  THE ROCK FENCE REMAINS.  A GREEN WATER TANK HAS BEEN BUILT
 GB1834'NEAR THE PRESUMED STATION AREA.  MONUMENT POSSIBLY DESTROYED DURING
 GB1834'CONSTRUCTION OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1184 ***********************************************************************
 FD1184  DESIGNATION -  GORDON
 FD1184  PID         -  FD1184
 FD1184  STATE/COUNTY-  TN/HICKMAN
 FD1184  USGS QUAD   -  SPOT (1942)
 FD1184
 FD1184                         *CURRENT SURVEY CONTROL
 FD1184  ___________________________________________________________________
 FD1184* NAD 83(1995)-  35 58 09.06930(N)    087 31 59.71344(W)     ADJUSTED  
 FD1184* NAVD 88     -       255.836  (meters)     839.36   (feet)  ADJUSTED  
 FD1184  ___________________________________________________________________
 FD1184  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FD1184  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1184  DYNAMIC HT  -         255.613 (meters)     838.62  (feet)  COMP
 FD1184  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FD1184
 FD1184  HORZ ORDER  -  SECOND
 FD1184  VERT ORDER  -  SECOND    CLASS 0
 FD1184
 FD1184.The horizontal coordinates were established by classical geodetic methods
 FD1184.and adjusted by the National Geodetic Survey in April 1999..
 FD1184
 FD1184.The orthometric height was determined by differential leveling
 FD1184.and adjusted by the National Geodetic Survey in June 1991..
 FD1184
 FD1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1184
 FD1184.The geoid height was determined by GEOID03.
 FD1184
 FD1184.The dynamic height is computed by dividing the NAVD 88
 FD1184.geopotential number by the normal gravity value computed on the
 FD1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1184.degrees latitude (g = 980.6199 gals.).
 FD1184
 FD1184.The modeled gravity was interpolated from observed gravity values.
 FD1184
 FD1184;                    North         East     Units Scale Factor Converg.
 FD1184;SPC TN       -   182,579.765   461,714.839   MT  0.99995117   -0 53 51.5
 FD1184;SPC TN       -   599,013.78  1,514,809.43   sFT  0.99995117   -0 53 51.5
 FD1184;UTM  16      - 3,980,662.146   451,920.202   MT  0.99962848   -0 18 47.6
 FD1184
 FD1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1184!SPC TN       -   0.99996434  x   0.99995117  =   0.99991551
 FD1184!UTM  16      -   0.99996434  x   0.99962848  =   0.99959283
 FD1184
 FD1184:                Primary Azimuth Mark                     Grid Az
 FD1184:SPC TN       -  OAK                                      067 56 43.5
 FD1184:UTM  16      -  OAK                                      067 21 39.6
 FD1184
 FD1184|---------------------------------------------------------------------|
 FD1184| PID    Reference Object                     Distance      Geod. Az  |
 FD1184|                                                           dddmmss.s |
 FD1184| FD1532 OAK                                 APPROX. 4.2 KM 0670252.0 |
 FD1184| FD1185 GORDON RM 1                          28.536 METERS 08124     |
 FD1184| FD1183 GORDON RM 2                          29.898 METERS 15919     |
 FD1184|---------------------------------------------------------------------|
 FD1184
 FD1184                          SUPERSEDED SURVEY CONTROL
 FD1184
 FD1184  NAD 83(1995)-  35 58 09.07150(N)    087 31 59.71710(W) AD(       ) 2
 FD1184  NAD 83(1986)-  35 58 09.07960(N)    087 31 59.71529(W) AD(       ) 2
 FD1184  NAD 27      -  35 58 08.85300(N)    087 31 59.65490(W) AD(       ) 2
 FD1184  NGVD 29 (??/??/92)  255.845  (m)          839.38   (f) ADJ UNCH    2 0
 FD1184
 FD1184.Superseded values are not recommended for survey control.
 FD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1184.See file dsdata.txt to determine how the superseded data were derived.
 FD1184
 FD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5192080662(NAD 83)
 FD1184_MARKER: DD = SURVEY DISK
 FD1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1184_STAMPING: GORDON 1959
 FD1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1184+STABILITY: SURFACE MOTION
 FD1184
 FD1184  HISTORY     - Date     Condition        Report By
 FD1184  HISTORY     - 1959     MONUMENTED       CGS
 FD1184  HISTORY     - 1959     GOOD             CGS
 FD1184  HISTORY     - 1962     GOOD             CGS
 FD1184
 FD1184                          STATION DESCRIPTION
 FD1184
 FD1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1184'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF MCEWEN, 11 MILES
 FD1184'SOUTHWEST OF DICKSON, 7
 FD1184'MILES NORTH-NORTHEAST OF SPOT AND ON A WOODED RIDGE
 FD1184'APPROXIMATELY ON THE
 FD1184'HICKMAN-HUMPHREYS COUNTY LINE.
 FD1184'
 FD1184'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN THE SMALL
 FD1184'VILLAGE OF SPOT, GO WEST ON
 FD1184'BLACK TOP ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE
 FD1184'RIGHT, TURN RIGHT AND GO 0.55 MILE
 FD1184'TO A FORK, KEEP RIGHT FORK AND GO
 FD1184'1.1 MILES TO A T JUNCTION, TURN LEFT AND GO 2.0 MILES
 FD1184'TO A T
 FD1184'JUNCTION, TURN RIGHT AND GO NORTHERLY ON MAIN ROAD FOR 2.25 MILES TO
 FD1184'A CROSSROAD,
 FD1184'CONTINUE STRAIGHT AHEAD ON A TRACK ROAD GOING NORTH AND
 FD1184'NORTHEAST FOR 1.4 MILES TO A
 FD1184'FORK, KEEP RIGHT FORK AND GO 0.35 MILE
 FD1184'TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO 0.15
 FD1184'MILE TO A DIM TRACK
 FD1184'ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET TO REFERENCE
 FD1184'MARK NO 2 AND
 FD1184'STATION SITE TO THE NORTH ON HIGHEST PART OF RIDGE.
 FD1184'
 FD1184'THE STATION MARK IS A STANDARD STATION DISK STAMPED GORDON 1959.  THE
 FD1184'DISK IS CEMENTED IN A
 FD1184'10-INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES
 FD1184'ABOVE THE SURFACE OF THE GROUND.
 FD1184'IT IS ABOUT 225 FEET SOUTHEAST OF
 FD1184'THE PROPOSED CENTER LINE OF THE INTERSTATE HIGHWAY,
 FD1184'108 FEET
 FD1184'NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD, 35 FEET WEST OF A
 FD1184'12-INCH TRIANGULAR
 FD1184'BLAZED OAK TREE AND 4 FEET SOUTH OF A WITNESS
 FD1184'SIGN.
 FD1184'
 FD1184'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 FD1184'INCHES BELOW THE SURFACE
 FD1184'OF THE GROUND AND STAMPED GORDON 1959.
 FD1184'
 FD1184'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED GORDON NO 1
 FD1184'1959.  THE DISK IS CEMENTED
 FD1184'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 4
 FD1184'INCHES ABOVE THE SURFACE OF THE
 FD1184'GROUND.  THE MARK IS ABOUT THE SAME
 FD1184'ELEVATION AS THE STATION.
 FD1184'
 FD1184'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED GORDON NO 2
 FD1184'1959.  THE DISK IS CEMENTED
 FD1184'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 1
 FD1184'INCH ABOVE THE SURFACE OF THE
 FD1184'GROUND.  IT IS 10 FEET NORTH-NORTHWEST
 FD1184'OF THE CENTER OF A TRACK ROAD AND ABOUT 3 FEET
 FD1184'LOWER THAN THE STATION
 FD1184'MARK.
 FD1184'
 FD1184'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1184'SUITABLE SITE.
 FD1184'
 FD1184'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD1184
 FD1184                          STATION RECOVERY (1959)
 FD1184
 FD1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1184'15 MI NE FROM ONLY.
 FD1184'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1184'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1184'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1184'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1184'ROAD, THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y
 FD1184'JUNCTION, THENCE 4.7 MILES WEST AND NORTHEAST ON A GRAVELED ROAD
 FD1184'TO A Y JUNCTION, THENCE 1.8 MILES NORTHEAST ON A TRACK ROAD TO
 FD1184'THE HIGHEST POINT OF A HILL, ABOUT 225 FT. SOUTHEAST OF THE
 FD1184'CENTER OF PROPOSED INTERSTATE HIGHWAY, 108 FT. NORTH-NORTHWEST
 FD1184'OF THE CENTER OF THE TRACK ROAD, 35 FT. WEST OF A 12-INCH
 FD1184'TRIANGULAR BLAZED OAK TREE, AND 4 FT. SOUTH OF A WITNESS SIGN,
 FD1184'A DISK SET IN TOP OF A CONCRETE PROJECTING 2 INCHES.
 FD1184
 FD1184                          STATION RECOVERY (1962)
 FD1184
 FD1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1184'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1184'DUE TO THE MANY CHANGES
 FD1184'IN WOODS ROADS, REROUTING OF HIGHWAYS AND THE
 FD1184'TRANSFER OF PROPERTY, THE OLD
 FD1184'DESCRIPTION IN COMPLETELY INADEQUATE.
 FD1184'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1184'
 FD1184'THE STATION IS ON THE PROPERTY OF THE VIRGINIA-CAROLINA MINING
 FD1184'COMPANY, ON A HEAVILY
 FD1184'WOODED, FLAT TOPPED RIDGE, ABOUT 6 MILES WEST OF HAMPSHIRE, 2
 FD1184'MILES NORTH-NORTHEAST OF
 FD1184'GORDONSBURG, AND 130 YARDS EAST OF GREEN
 FD1184'POND ROAD.
 FD1184'
 FD1184'TO REACH FROM THE WEST SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD1184'COLUMBIA, GO WEST ON R S
 FD1184'HIGHWAY 43 AND STATE ROUTES 50 AND 99 (THIS IS WEST
 FD1184'SEVENTH STREET), FOR 0.7 MILE TO
 FD1184'WHERE U S HIGHWAY 43 BEARS LEFT AND
 FD1184'STATE ROUTES 50 AND 99 BEAR RIGHT.  HERE BEAR RIGHT
 FD1184'ON STATE ROUTES
 FD1184'50 AND 99 AND GO WESTERLY FOR 2.3 MILES TO A Y INTERSECTION WHERE
 FD1184'STATE ROUTE 50
 FD1184'BEARS RIGHT AND STATE ROUTE 99 CONTINUES STRAIGHT
 FD1184'AHEAD, CONTINUE STRAIGHT AHEAD ON
 FD1184'STATE ROUTE 99, TOWARD HOHENWALD,
 FD1184'AND GO 13.15 MILES TO THE SMALL COMMUNITY OF
 FD1184'HAMPSHIRE AND OLD BANK
 FD1184'OF HAMPSHIRE ON THE LEFT.  HERE CONTINUE WESTERLY ON STATE
 FD1184'ROUTE 99 FOR 3.7
 FD1184'MILES TO A GRAVELED T ROAD RIGHT (OLD STATE ROUTE 99), TURN
 FD1184'RIGHT ON THIS GRAVELED
 FD1184'ROAD AND GO NORTHWESTERLY FOR 1.95 MILES TO A
 FD1184'TRACK ROAD ON THE LEFT, TURN LEFT ON THIS
 FD1184'TRACK ROAD AND GO
 FD1184'NORTHWESTERLY AND NORTH ON GREEN POND ROAD (THIS IS A TRACK
 FD1184'ROAD), FOR 2.1
 FD1184'MILE TO A PIPELINE CROSSING, CONTINUE NORTH FOR 0.3 MILE TO
 FD1184'THE OLD NATCHEZ TRACE
 FD1184'CROSSING JUST AFTER PASSING A SECOND PIPELINE
 FD1184'CROSSING, CONTINUE NORTH ON GREEN POND
 FD1184'ROAD FOR 0.6 MILE TO A
 FD1184'16-INCH, BLAZED OAK TREE ON THE RIGHT AND THE AZIMUTH
 FD1184'MARK WITH
 FD1184'WITNESS POST AND SIGN ON THE LEFT, AND END OF TRUCK TRAVEL.  HERE
 FD1184'PACK EASTERLY
 FD1184'THROUGH THE WOODS ON A BLAZED PATH FOR ABOUT 130 YARDS
 FD1184'TO THE STATION IN DENSE WOODS AS
 FD1184'DESCRIBED.
 FD1184'
 FD1184'THE STATION IS 380 FEET EAST OF THE APPROXIMATE CENTER OF GREEN POND
 FD1184'ROAD, 32 FEET NORTHWEST OF
 FD1184'A PARTIALLY DEAD OAK TREE, 27 FEET WEST OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE,
 FD1184'27 FEET EAST OF A 10-INCH,
 FD1184'TRIANGLE BLAZED OAK TREE, AND 0.9 FOOT WEST OF A
 FD1184'METAL WITNESS POST
 FD1184'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1184'ROUND, CONCRETE
 FD1184'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FD1184'GORDON 1934.
 FD1184'
 FD1184'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION IN DENSE WOODS,
 FD1184'17 FEET EAST OF A 7-INCH,
 FD1184'TRIANGLE BLAZED OAK TREE AND 12 FEET NORTH OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE.
 FD1184'IT IS A STANDARD DISK SET IN THE
 FD1184'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1184'PROJECTS 4 INCHES AND
 FD1184'THE DISK IS STAMPED GORDON NO 1 1934.
 FD1184'
 FD1184'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION IN DENSE WOODS,
 FD1184'20 FEET EAST OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE, 10 FEET WEST OF A
 FD1184'6-INCH, TRIANGLE BLAZED
 FD1184'HICKORY TREE, AND 10 FEET SOUTHEAST OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE.  IT IS
 FD1184'A STANDARD DISK SET IN THE
 FD1184'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 FD1184'INCHES AND THE
 FD1184'DISK IS STAMPED GORDON NO 2 1934.
 FD1184'
 FD1184'THE AZIMUTH MARK IS 43 FEET SOUTHWEST OF A 16-INCH, TRIANGLE BLAZED
 FD1184'OAK TREE, 20 FEET WEST OF
 FD1184'THE APPROXIMATE CENTER OF GREEN POND ROAD, 11 FEET
 FD1184'EAST OF A 20-INCH OAK TREE, AND
 FD1184'0.7 FOOT EAST OF A METAL WITNESS POST
 FD1184'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 FD1184'SET IN THE TOP OF A
 FD1184'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 FD1184'DISK IS STAMPED
 FD1184'GORDON AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1518 ***********************************************************************
 FD1518  DESIGNATION -  GORDON
 FD1518  PID         -  FD1518
 FD1518  STATE/COUNTY-  TN/LEWIS
 FD1518  USGS QUAD   -  GORDONSBURG (1979)
 FD1518
 FD1518                         *CURRENT SURVEY CONTROL
 FD1518  ___________________________________________________________________
 FD1518* NAD 83(1995)-  35 35 59.20484(N)    087 24 16.08972(W)     ADJUSTED  
 FD1518* NAVD 88     -       312.8    (meters)    1026.     (feet)  VERTCON   
 FD1518  ___________________________________________________________________
 FD1518  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1518  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1518
 FD1518  HORZ ORDER  -  FIRST
 FD1518
 FD1518.The horizontal coordinates were established by classical geodetic methods
 FD1518.and adjusted by the National Geodetic Survey in April 1999..
 FD1518
 FD1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1518
 FD1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1518
 FD1518.The geoid height was determined by GEOID03.
 FD1518
 FD1518;                    North         East     Units Scale Factor Converg.
 FD1518;SPC TN       -   141,424.152   472,741.003   MT  0.99995672   -0 49 20.0
 FD1518;SPC TN       -   463,989.07  1,550,984.44   sFT  0.99995672   -0 49 20.0
 FD1518;UTM  16      - 3,939,634.868   463,362.740   MT  0.99961654   -0 14 07.6
 FD1518
 FD1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1518!SPC TN       -   0.99995531  x   0.99995672  =   0.99991203
 FD1518!UTM  16      -   0.99995531  x   0.99961654  =   0.99957187
 FD1518
 FD1518:                Primary Azimuth Mark                     Grid Az
 FD1518:SPC TN       -  DALLAS LOUISVILLE AWY BCN 60             019 19 59.5
 FD1518:UTM  16      -  DALLAS LOUISVILLE AWY BCN 60             018 44 47.1
 FD1518
 FD1518|---------------------------------------------------------------------|
 FD1518| PID    Reference Object                     Distance      Geod. Az  |
 FD1518|                                                           dddmmss.s |
 FD1518| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.39.3 KM 0183039.5 |
 FD1518| FD1517 KINCADE 2                           APPROX.10.7 KM 0461310.1 |
 FD1518| CG5885 GORDON RM 1                          35.845 METERS 15943     |
 FD1518| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.14.7 KM 2445304.6 |
 FD1518| CG5886 GORDON RM 2                          53.788 METERS 25935     |
 FD1518| CG5884 GORDON AZ MK                                       2690723.0 |
 FD1518| FD1519 GORDON RM A                          25.640 METERS 34359     |
 FD1518|---------------------------------------------------------------------|
 FD1518
 FD1518                          SUPERSEDED SURVEY CONTROL
 FD1518
 FD1518  NAD 83(1995)-  35 35 59.20763(N)    087 24 16.09082(W) AD(       ) 1
 FD1518  NAD 83(1986)-  35 35 59.21575(N)    087 24 16.09138(W) AD(       ) 1
 FD1518  NAD 27      -  35 35 58.95200(N)    087 24 16.04300(W) AD(       ) 1
 FD1518  NGVD 29 (07/19/86)  312.8    (m)         1026.     (f) VERT ANG       
 FD1518
 FD1518.Superseded values are not recommended for survey control.
 FD1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1518.See file dsdata.txt to determine how the superseded data were derived.
 FD1518
 FD1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6336339635(NAD 83)
 FD1518_MARKER: DS = TRIANGULATION STATION DISK
 FD1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1518
 FD1518  HISTORY     - Date     Condition        Report By
 FD1518  HISTORY     - 1934     MONUMENTED       CGS
 FD1518  HISTORY     - 1970     GOOD             NGS
 FD1518
 FD1518                          STATION DESCRIPTION
 FD1518
 FD1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1518'ABOUT 6 MILES AIRLINE WEST OF HAMPSHIRE, 2 MILES AIRLINE
 FD1518'NORTH-NORTHEAST OF
 FD1518'GORDONSBURG, 100 YARDS EAST OF OLD NATCHEZ TRACE,
 FD1518'ON FLAT-TOPPED WOODED RIDGE, AND ON
 FD1518'LAND OWNED OR CONTROLLED BY THE
 FD1518'CHARLESTON MINING CO.  TO REACH FROM COLUMBIA, FOLLOW
 FD1518'STATE ROUTE 99 TO
 FD1518'BANK AT HAMPSHIRE, CONTINUE 0.5 MILE ON STATE ROUTE 99 TO NARROW
 FD1518'BRIDGE, TURN LEFT
 FD1518'ONTO HIGHWAY, GO 5.3 MILES TO ROAD LEADING RIGHT AT
 FD1518'THREE MAIL BOXES, KEEP TO LEFT ALONG
 FD1518'HIGHWAY, GO 0.4 MILE TO WOODS
 FD1518'ROAD LEADING RIGHT AT TRIPLE- NOTCH BLAZE, FOLLOW WOODS
 FD1518'ROAD TO
 FD1518'RIGHT, GO 2.25 MILES (FOLLOWING OCCASIONAL BLAZES) TO INTERSECTION
 FD1518'WITH NATCHEZ TRACE
 FD1518'AT TREE WITH SMALL TRIANGULAR BLAZE, BEAR RIGHT ON
 FD1518'TRACE, GO 0.55 MILE TO TREE ON RIGHT
 FD1518'WITH LARGE BLAZE, BEAR TO RIGHT
 FD1518'AND FOLLOW BLAZED TRAIL THROUGH WOODS 100 YARDS TO
 FD1518'STATION SITE.
 FD1518'STATION IS SURROUNDED BY FIVE BLAZED OAK TREES AND IS 40 FEET NORTH
 FD1518'OF OAK TREE WITH
 FD1518'LARGE TRIANGULAR BLAZE AND 32 FEET WEST-NORTHWEST OF
 FD1518'ANOTHER TRIANGLE-BLAZED OAK TREE.
 FD1518'SURFACE AND UNDERGROUND MARKS ARE
 FD1518'STANDARD STATION DISKS IN CONCRETE.
 FD1518'SURFACE MARK
 FD1518'PROJECTS 5 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1518'STANDARD REFERENCE
 FD1518'DISKS IN CONCRETE.  REFERENCE MARK NO 1,
 FD1518'PROJECTING 6 INCHES ABOVE GROUND, IS
 FD1518'33 FEET NORTHWEST OF LARGE DEAD
 FD1518'TREE AND 117.62 FEET FROM STATION S 20 DEG 17 MIN E.
 FD1518'REFERENCE MARK NO 2, PROJECTING 10 INCHES ABOVE GROUND, IS 145 FEET
 FD1518'EAST-NORTHEAST OF
 FD1518'LARGE BLAZE AT RIGHT TURN TO STATION FROM OLD
 FD1518'NATCHEZ TRACE, 25 FEET WEST OF LARGE
 FD1518'DEAD TREE, AND 176.47 FEET FROM
 FD1518'STATION S 79 DEG 35 MIN W. AZIMUTH MARK,
 FD1518'PROJECTING 3 INCHES
 FD1518'ABOVE GROUND, IS 81 FEET NORTHWEST OF LARGE BLAZE, 18 FEET WEST OF
 FD1518'TRAIL, 12 FEET
 FD1518'EAST OF OAK TREE, AND 134 YARDS FROM STATION  S 89 DEG 08 MIN W.
 FD1518
 FD1518                          STATION RECOVERY (1970)
 FD1518
 FD1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1518'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1518'THE DISTANCE AND DIRECTION COMPARED FAVORABLE WITH THE 1934
 FD1518'OBSERVATION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 FD1518'FOLLOWS.
 FD1518'
 FD1518'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HOHENWALD, 6 MILES
 FD1518'WEST OF HAMPSHIRE, 2 MILES NORTH-NORTHEAST OF GORDONSBURG, 0.15 MILE
 FD1518'EAST OF THE NATCHEZ TRACE PARKWAY AND ON PROPERTY OWNED BY THE
 FD1518'MOBILE CHEMICAL COMPANY OF MT. PLEASANT, TENNESSEE.
 FD1518'
 FD1518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20, 48 AND
 FD1518'99 IN HOHENWALD, GO EAST ON STATE HIGHWAY 99 FOR 6.7 MILES TO A SIDE
 FD1518'ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.2 MILE TO THE
 FD1518'NATCHEZ TRACE PARKWAY.  TURN RIGHT AND GO APPROXIMATELY 50 YARDS TO
 FD1518'A LOCKED GATE.  (KEY CAN BE OBTAINED FROM THE NATCHEZ TRACE PARKWAY
 FD1518'OFFICE.) PASS THROUGH GATE AND GO NORTHERLY ON PAVED ROAD FOR 2.75
 FD1518'MILES TO A WOODS ROAD ON THE RIGHT.  BEAR RIGHT AND CONTINUE
 FD1518'NORTHERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN
 FD1518'RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION.
 FD1518'
 FD1518'THE STATION MARK IS A STANDARD DISK, STAMPED GORDON 1934, SET IN THE
 FD1518'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1-INCH.  IT
 FD1518'IS 27 FEET WEST OF A 12-INCH TRIANGLE BLAZED OAK TREE, 26 FEET EAST
 FD1518'OF A 10-INCH TRIANGLE BLAZED OAK TREE AND 1.0 FOOT WEST OF A METAL
 FD1518'WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GORDON NO 1 1934, SET IN
 FD1518'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 FD1518'IT IS 17 FEET EAST OF A 8-INCH TRIANGLE BLAZED OAK TREE, 12 FEET
 FD1518'NORTH OF A 15-INCH TRIANGLE BLAZED OAK TREE AND 2 FEET WEST OF A
 FD1518'METAL WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GORDON NO 2 1934, SET IN
 FD1518'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 FD1518'IT IS 20 FEET EAST OF 15-INCH TRIANGLE BLAZED OAK TREE AND 2.0 FEET
 FD1518'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GORDON
 FD1518'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 FD1518'THAT PROJECTS 2-INCHES.  IT IS 23 FEET WEST OF THE CENTER OF THE
 FD1518'WOODS ROAD, 12.5 FEET NORTHWEST OF A 8-INCH TRIANGLE BLAZED OAK
 FD1518'TREE AND 0.7 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 FD1518'
 FD1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 FD1518'NORTH-NORTHEAST OF GORDONSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2487 ***********************************************************************
 FE2487  DESIGNATION -  GORDON 2
 FE2487  PID         -  FE2487
 FE2487  STATE/COUNTY-  TN/FAYETTE
 FE2487  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2487
 FE2487                         *CURRENT SURVEY CONTROL
 FE2487  ___________________________________________________________________
 FE2487* NAD 83(1995)-  35 02 18.55134(N)    089 13 15.50451(W)     ADJUSTED  
 FE2487* NAVD 88     -       204.0    (meters)     669.     (feet)  VERTCON   
 FE2487  ___________________________________________________________________
 FE2487  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FE2487  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2487
 FE2487  HORZ ORDER  -  SECOND
 FE2487
 FE2487.The horizontal coordinates were established by classical geodetic methods
 FE2487.and adjusted by the National Geodetic Survey in April 1999..
 FE2487
 FE2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2487
 FE2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2487
 FE2487.The geoid height was determined by GEOID03.
 FE2487
 FE2487;                    North         East     Units Scale Factor Converg.
 FE2487;SPC TN       -    83,074.158   306,141.076   MT  1.00004406   -1 53 08.5
 FE2487;SPC TN       -   272,552.47  1,004,397.85   sFT  1.00004406   -1 53 08.5
 FE2487;UTM  16      - 3,879,566.074   297,410.001   MT  1.00010585   -1 16 32.0
 FE2487
 FE2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2487!SPC TN       -   0.99997232  x   1.00004406  =   1.00001638
 FE2487!UTM  16      -   0.99997232  x   1.00010585  =   1.00007817
 FE2487
 FE2487:                Primary Azimuth Mark                     Grid Az
 FE2487:SPC TN       -  GRAND JCT MUNICIPAL TANK                 070 02 38.8
 FE2487:UTM  16      -  GRAND JCT MUNICIPAL TANK                 069 26 02.3
 FE2487
 FE2487|---------------------------------------------------------------------|
 FE2487| PID    Reference Object                     Distance      Geod. Az  |
 FE2487|                                                           dddmmss.s |
 FE2487| FE2484 GRAND JCT MUNICIPAL TANK            APPROX. 3.4 KM 0680930.3 |
 FE2487| CG3390 GORDON 2 RM 3                        23.251 METERS 20745     |
 FE2487| EG1696 BEASLEY                             APPROX. 9.3 KM 2374606.1 |
 FE2487| CG3391 GORDON 2 RM 4                        17.673 METERS 30521     |
 FE2487|---------------------------------------------------------------------|
 FE2487
 FE2487                          SUPERSEDED SURVEY CONTROL
 FE2487
 FE2487  NAD 83(1995)-  35 02 18.55137(N)    089 13 15.50449(W) AD(       ) 2
 FE2487  NAD 83(1995)-  35 02 18.56125(N)    089 13 15.50555(W) AD(       ) 2
 FE2487  NAD 83(1986)-  35 02 18.56262(N)    089 13 15.50417(W) AD(       ) 2
 FE2487  NAD 27      -  35 02 18.24298(N)    089 13 15.26008(W) AD(       ) 2
 FE2487  NGVD 29 (07/19/86)  204.0    (m)          669.     (f) VERT ANG       
 FE2487
 FE2487.Superseded values are not recommended for survey control.
 FE2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2487.See file dsdata.txt to determine how the superseded data were derived.
 FE2487
 FE2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9741079566(NAD 83)
 FE2487_MARKER: DS = TRIANGULATION STATION DISK
 FE2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2487
 FE2487  HISTORY     - Date     Condition        Report By
 FE2487  HISTORY     - 1966     MONUMENTED       CGS
 FE2487  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE2487
 FE2487                          STATION DESCRIPTION
 FE2487
 FE2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2487'STATION IS ABOUT 3 MILES NORTH OF THE TENNESSEE-MISSISSIPPI STATE
 FE2487'LINE, 2 MILES SOUTHWEST OF GRAND JUNCTION, 1 MILE SOUTHEAST OF
 FE2487'LA GRANGE, ON THE HIGHEST POINT OF A TIMBER COVERED HILL AND ON
 FE2487'PROPERTY OWNED BY MRS. P.R. BEASLEY.
 FE2487'
 FE2487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 57
 FE2487'ABOUT 1 MILE WEST OF GRAND JUNCTION, GO WEST ON STATE HIGHWAY 57 FOR
 FE2487'0.3 MILE TO AN OPEN FIELD ON THE LEFT.  TURN LEFT AND GO SOUTH ACROSS
 FE2487'THE OPEN FIELD FOR 0.05 MILE TO THE HEAD OF A WASH AND THE EDGE OF
 FE2487'THE WOODS.  BEAR RIGHT AND FOLLOW THE EDGE OF THE WOODS ON A DIM
 FE2487'WOODS ROAD AND GO SOUTHWEST FOR 0.3 MILE TO WHERE THE ROAD
 FE2487'ENTER THE WOODS.  ENTER THE WOODS AND GO SOUTHWEST ON THE DIM WOODS
 FE2487'ROAD, THENCE ALONG THE EDGE OF THE WOODS FOR 0.3 MILE TO A
 FE2487'POINT IN THE ROAD WHERE IT CURVES TO THE LEFT AND LEADS UPHILL
 FE2487'THROUGH A PINE GROVE.  TURN LEFT, PASS THROUGH THE PINE GROVE AND GO
 FE2487'SOUTHWEST UPHILL ON THE DIM WOODS ROAD FOR 0.1 MILE TO THE TOP
 FE2487'OF THE RIDGE.  BEAR RIGHT AND FOLLOW THE RIDGE WESTERLY FOR 0.1 MILE
 FE2487'TO THE STATION ON THE LEFT.
 FE2487'
 FE2487'STATION MARKS ARE STANDARD DISKS STAMPED GORDON 2 1966.  THE SURFACE
 FE2487'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 FE2487'WHICH PROJECTS 2 INCHES.  IT IS 148 FEET SOUTHEAST OF THE CENTER OF
 FE2487'THE WOODS ROAD, 40 FEET WEST OF A 12 INCH OAK TREE, 34 FEET EAST OF
 FE2487'A 12 INCH OAK TREE, 24 FEET SOUTH OF A 10 INCH HICKORY TREE WITH A
 FE2487'TRIANGULAR BLAZE ON THE WEST SIDE AND 1.9 FEET NORTHWEST OF A
 FE2487'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 FE2487'OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 FE2487'
 FE2487'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GORDON 2 NO 3 1966, IS
 FE2487'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FE2487'PROJECTS 2 INCHES.  IT IS 50 FEET NORTH OF A 10 INCH OAK TREE, 43
 FE2487'FEET WEST OF A 10 INCH HICKORY TREE, 32 FEET SOUTH OF A 14 INCH
 FE2487'OAK TREE AND 1.6 FEET NORTH OF A METAL WITNESS POST.
 FE2487'
 FE2487'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GORDON 2 NO 4 1966, IS
 FE2487'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FE2487'PROJECTS 2 INCHES.  IT IS 92 FEET SOUTHEAST OF THE CENTER OF THE
 FE2487'WOODS ROAD, 8 FEET NORTHEAST OF A 10 INCH OAK TREE, 5 FEET
 FE2487'SOUTHWEST OF A 10 INCH OAK TREE AND 1.8 FEET NORTHEAST OF A METAL
 FE2487'WITNESS POST.
 FE2487'
 FE2487'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 FE2487'
 FE2487'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2487
 FE2487                          STATION RECOVERY (2006)
 FE2487
 FE2487'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2487'THERE IS A DIM WOODS ROAD ROUGHLY FOLLOWING THE 1966 DESCRIPTION TO
 FE2487'THE TOP OF THE HILL.  A WITNESS POST WAS FOUND WHERE THE MARK SHOULD
 FE2487'BE LOCATED, BUT THE MARK WAS NOT FOUND IN THE GROUND.  ABOUT 5 FEET
 FE2487'FROM THE WITNESS POST IS A MASS OF CONCRETE THAT LOOKS LIKE THE MARK
 FE2487'SETTING DUG OUT OF THE GROUND AND TURNED UPSIDE DOWN.  TURNING IT OVER
 FE2487'REVEALED WHAT SHOULD BE THE LOCATION OF THE DISK, BUT IT WAS GONE.
 FE2487' 
 FE2487'REFERENCE MARK 3 COULD NOT BE LOCATED, THERE WAS NO WITNESS POST NOR
 FE2487'MARK, AND THE TREE REFERENCES ARE NOW NO GOOD.
 FE2487' 
 FE2487'REFERENCE MARK 4 WAS FOUND LOCATED UNDER A FALLEN TREE WHICH HAS
 FE2487'BROKEN OFF THE WITNESS POST.  THE WITNESS POST IS LAYING ON THE
 FE2487'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1837 ***********************************************************************
 GB1837  DESIGNATION -  GORDON AZ MK
 GB1837  PID         -  GB1837
 GB1837  STATE/COUNTY-  TN/SMITH
 GB1837  USGS QUAD   -  GORDONSVILLE (1986)
 GB1837
 GB1837                         *CURRENT SURVEY CONTROL
 GB1837  ___________________________________________________________________
 GB1837* NAD 83(1986)-  36 10 46.     (N)    085 56 01.     (W)     SCALED    
 GB1837* NAVD 88     -       179.874  (meters)     590.14   (feet)  ADJUSTED  
 GB1837  ___________________________________________________________________
 GB1837  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1837  DYNAMIC HT  -         179.721 (meters)     589.63  (feet)  COMP
 GB1837  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB1837
 GB1837  VERT ORDER  -  SECOND    CLASS 0
 GB1837
 GB1837.The horizontal coordinates were scaled from a topographic map and have
 GB1837.an estimated accuracy of +/- 6 seconds.
 GB1837
 GB1837.The orthometric height was determined by differential leveling
 GB1837.and adjusted by the National Geodetic Survey in June 1991..
 GB1837
 GB1837.The geoid height was determined by GEOID03.
 GB1837
 GB1837.The dynamic height is computed by dividing the NAVD 88
 GB1837.geopotential number by the normal gravity value computed on the
 GB1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1837.degrees latitude (g = 980.6199 gals.).
 GB1837
 GB1837.The modeled gravity was interpolated from observed gravity values.
 GB1837
 GB1837;                    North         East    Units  Estimated Accuracy
 GB1837;SPC TN       -   204,830.      605,970.      MT  (+/- 180 meters Scaled)
 GB1837
 GB1837                          SUPERSEDED SURVEY CONTROL
 GB1837
 GB1837  NGVD 29 (??/??/92)  179.939  (m)          590.35   (f) ADJ UNCH    2 0
 GB1837
 GB1837.Superseded values are not recommended for survey control.
 GB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1837.See file dsdata.txt to determine how the superseded data were derived.
 GB1837
 GB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF958043(NAD 83)
 GB1837_MARKER: DZ = AZIMUTH MARK DISK
 GB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1837_STAMPING: GORDON 1960
 GB1837_MARK LOGO: CGS   
 GB1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1837+STABILITY: SURFACE MOTION
 GB1837
 GB1837  HISTORY     - Date     Condition        Report By
 GB1837  HISTORY     - 1960     MONUMENTED       CGS
 GB1837  HISTORY     - 1973     MARK NOT FOUND   NGS
 GB1837
 GB1837                          STATION DESCRIPTION
 GB1837
 GB1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1837'0.5 MI N FROM GORDONSVILLE.
 GB1837'FROM THE POST OFFICE IN GORDONVILLE, GO WEST ON STATE HIGHWAY 141
 GB1837'FOR 1 BLOCK, THEN 0.5 MILE NORTH ON A PAVED ROAD TO THE MARK ON
 GB1837'THE LEFT.  THE MARK IS 14 FT. WEST OF THE CENTER OF THE PAVED ROAD,
 GB1837'3 FT. SOUTHEAST OF A POWER LINE POLE, 2 FT. EAST OF A WIRE FENCE
 GB1837'AND 2.4 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GB1837'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1837
 GB1837                          STATION RECOVERY (1973)
 GB1837
 GB1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1836 ***********************************************************************
 GB1836  DESIGNATION -  GORDON RM 1
 GB1836  PID         -  GB1836
 GB1836  STATE/COUNTY-  TN/SMITH
 GB1836  USGS QUAD   -  GORDONSVILLE (1986)
 GB1836
 GB1836                         *CURRENT SURVEY CONTROL
 GB1836  ___________________________________________________________________
 GB1836* NAD 83(1986)-  36 10 28.     (N)    085 56 19.     (W)     SCALED    
 GB1836* NAVD 88     -       225.953  (meters)     741.31   (feet)  ADJUSTED  
 GB1836  ___________________________________________________________________
 GB1836  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1836  DYNAMIC HT  -         225.761 (meters)     740.68  (feet)  COMP
 GB1836  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1836
 GB1836  VERT ORDER  -  SECOND    CLASS 0
 GB1836
 GB1836.The horizontal coordinates were scaled from a topographic map and have
 GB1836.an estimated accuracy of +/- 6 seconds.
 GB1836
 GB1836.The orthometric height was determined by differential leveling
 GB1836.and adjusted by the National Geodetic Survey in June 1991..
 GB1836
 GB1836.The geoid height was determined by GEOID03.
 GB1836
 GB1836.The dynamic height is computed by dividing the NAVD 88
 GB1836.geopotential number by the normal gravity value computed on the
 GB1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1836.degrees latitude (g = 980.6199 gals.).
 GB1836
 GB1836.The modeled gravity was interpolated from observed gravity values.
 GB1836
 GB1836;                    North         East    Units  Estimated Accuracy
 GB1836;SPC TN       -   204,270.      605,520.      MT  (+/- 180 meters Scaled)
 GB1836
 GB1836                          SUPERSEDED SURVEY CONTROL
 GB1836
 GB1836  NGVD 29 (??/??/92)  226.019  (m)          741.53   (f) ADJ UNCH    2 0
 GB1836
 GB1836.Superseded values are not recommended for survey control.
 GB1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1836.See file dsdata.txt to determine how the superseded data were derived.
 GB1836
 GB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF954038(NAD 83)
 GB1836_MARKER: DR = REFERENCE MARK DISK
 GB1836_SETTING: 66 = SET IN ROCK OUTCROP
 GB1836_SP_SET: BEDROCK
 GB1836_STAMPING: GORDON NO 1 1960
 GB1836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1836+STABILITY: POSITION/ELEVATION WELL
 GB1836
 GB1836  HISTORY     - Date     Condition        Report By
 GB1836  HISTORY     - 1960     MONUMENTED       CGS
 GB1836  HISTORY     - 1973     MARK NOT FOUND   NGS
 GB1836
 GB1836                          STATION DESCRIPTION
 GB1836
 GB1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1836'AT GORDONSVILLE.
 GB1836'THIS MARK IS LOCATED AT THE GORDON 1960 STATION SITE, 37.7 FT. EAST
 GB1836'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1836'OUTCROPPING BEDROCK.
 GB1836
 GB1836                          STATION RECOVERY (1973)
 GB1836
 GB1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1185 ***********************************************************************
 FD1185  DESIGNATION -  GORDON RM 1
 FD1185  PID         -  FD1185
 FD1185  STATE/COUNTY-  TN/HICKMAN
 FD1185  USGS QUAD   -  SPOT (1942)
 FD1185
 FD1185                         *CURRENT SURVEY CONTROL
 FD1185  ___________________________________________________________________
 FD1185* NAD 83(1986)-  35 58 08.     (N)    087 31 59.     (W)     SCALED    
 FD1185* NAVD 88     -       255.168  (meters)     837.16   (feet)  ADJUSTED  
 FD1185  ___________________________________________________________________
 FD1185  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1185  DYNAMIC HT  -         254.946 (meters)     836.44  (feet)  COMP
 FD1185  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FD1185
 FD1185  VERT ORDER  -  SECOND    CLASS 0
 FD1185
 FD1185.The horizontal coordinates were scaled from a topographic map and have
 FD1185.an estimated accuracy of +/- 6 seconds.
 FD1185
 FD1185.The orthometric height was determined by differential leveling
 FD1185.and adjusted by the National Geodetic Survey in June 1991..
 FD1185
 FD1185.The geoid height was determined by GEOID03.
 FD1185
 FD1185.The dynamic height is computed by dividing the NAVD 88
 FD1185.geopotential number by the normal gravity value computed on the
 FD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1185.degrees latitude (g = 980.6199 gals.).
 FD1185
 FD1185.The modeled gravity was interpolated from observed gravity values.
 FD1185
 FD1185;                    North         East    Units  Estimated Accuracy
 FD1185;SPC TN       -   182,550.      461,730.      MT  (+/- 180 meters Scaled)
 FD1185
 FD1185                          SUPERSEDED SURVEY CONTROL
 FD1185
 FD1185  NGVD 29 (??/??/92)  255.178  (m)          837.20   (f) ADJ UNCH    2 0
 FD1185
 FD1185.Superseded values are not recommended for survey control.
 FD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1185.See file dsdata.txt to determine how the superseded data were derived.
 FD1185
 FD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE519806(NAD 83)
 FD1185_MARKER: DR = REFERENCE MARK DISK
 FD1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1185_STAMPING: GORDON NO 1 1959
 FD1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1185+STABILITY: SURFACE MOTION
 FD1185
 FD1185  HISTORY     - Date     Condition        Report By
 FD1185  HISTORY     - 1959     MONUMENTED       CGS
 FD1185
 FD1185                          STATION DESCRIPTION
 FD1185
 FD1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1185'15 MI NE FROM ONLY.
 FD1185'THIS MARK IS LOCATED AT THE GORDON 1959 STATION SITE, 93.6 FT.
 FD1185'EAST OF THE STATION MARK, A DISK SET IN TOP OF A CONCRETE POST
 FD1185'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND, AND ABOUT
 FD1185'LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1835 ***********************************************************************
 GB1835  DESIGNATION -  GORDON RM 2
 GB1835  PID         -  GB1835
 GB1835  STATE/COUNTY-  TN/SMITH
 GB1835  USGS QUAD   -  GORDONSVILLE (1986)
 GB1835
 GB1835                         *CURRENT SURVEY CONTROL
 GB1835  ___________________________________________________________________
 GB1835* NAD 83(1986)-  36 10 28.     (N)    085 56 19.     (W)     SCALED    
 GB1835* NAVD 88     -       226.558  (meters)     743.30   (feet)  ADJUSTED  
 GB1835  ___________________________________________________________________
 GB1835  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1835  DYNAMIC HT  -         226.365 (meters)     742.67  (feet)  COMP
 GB1835  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1835
 GB1835  VERT ORDER  -  SECOND    CLASS 0
 GB1835
 GB1835.The horizontal coordinates were scaled from a topographic map and have
 GB1835.an estimated accuracy of +/- 6 seconds.
 GB1835
 GB1835.The orthometric height was determined by differential leveling
 GB1835.and adjusted by the National Geodetic Survey in June 1991..
 GB1835
 GB1835.The geoid height was determined by GEOID03.
 GB1835
 GB1835.The dynamic height is computed by dividing the NAVD 88
 GB1835.geopotential number by the normal gravity value computed on the
 GB1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1835.degrees latitude (g = 980.6199 gals.).
 GB1835
 GB1835.The modeled gravity was interpolated from observed gravity values.
 GB1835
 GB1835;                    North         East    Units  Estimated Accuracy
 GB1835;SPC TN       -   204,270.      605,520.      MT  (+/- 180 meters Scaled)
 GB1835
 GB1835                          SUPERSEDED SURVEY CONTROL
 GB1835
 GB1835  NGVD 29 (??/??/92)  226.624  (m)          743.52   (f) ADJ UNCH    2 0
 GB1835
 GB1835.Superseded values are not recommended for survey control.
 GB1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1835.See file dsdata.txt to determine how the superseded data were derived.
 GB1835
 GB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF954038(NAD 83)
 GB1835_MARKER: DR = REFERENCE MARK DISK
 GB1835_SETTING: 66 = SET IN ROCK OUTCROP
 GB1835_SP_SET: BEDROCK
 GB1835_STAMPING: GORDON NO 2 1960
 GB1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1835+STABILITY: POSITION/ELEVATION WELL
 GB1835
 GB1835  HISTORY     - Date     Condition        Report By
 GB1835  HISTORY     - 1960     MONUMENTED       CGS
 GB1835  HISTORY     - 1973     MARK NOT FOUND   NGS
 GB1835
 GB1835                          STATION DESCRIPTION
 GB1835
 GB1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1835'AT GORDONSVILLE.
 GB1835'THIS MARK IS LOCATED AT THE GORDON 1960 STATION SITE, 30.7 FT.
 GB1835'SOUTH OF THE STATION MARK AND 37 FT. EAST OF A ROCK FENCE.  THE DISK
 GB1835'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GB1835
 GB1835                          STATION RECOVERY (1973)
 GB1835
 GB1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1183 ***********************************************************************
 FD1183  DESIGNATION -  GORDON RM 2
 FD1183  PID         -  FD1183
 FD1183  STATE/COUNTY-  TN/HICKMAN
 FD1183  USGS QUAD   -  SPOT (1942)
 FD1183
 FD1183                         *CURRENT SURVEY CONTROL
 FD1183  ___________________________________________________________________
 FD1183* NAD 83(1986)-  35 58 08.     (N)    087 31 59.     (W)     SCALED    
 FD1183* NAVD 88     -       254.666  (meters)     835.52   (feet)  ADJUSTED  
 FD1183  ___________________________________________________________________
 FD1183  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1183  DYNAMIC HT  -         254.444 (meters)     834.79  (feet)  COMP
 FD1183  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FD1183
 FD1183  VERT ORDER  -  SECOND    CLASS 0
 FD1183
 FD1183.The horizontal coordinates were scaled from a topographic map and have
 FD1183.an estimated accuracy of +/- 6 seconds.
 FD1183
 FD1183.The orthometric height was determined by differential leveling
 FD1183.and adjusted by the National Geodetic Survey in June 1991..
 FD1183
 FD1183.The geoid height was determined by GEOID03.
 FD1183
 FD1183.The dynamic height is computed by dividing the NAVD 88
 FD1183.geopotential number by the normal gravity value computed on the
 FD1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1183.degrees latitude (g = 980.6199 gals.).
 FD1183
 FD1183.The modeled gravity was interpolated from observed gravity values.
 FD1183
 FD1183;                    North         East    Units  Estimated Accuracy
 FD1183;SPC TN       -   182,550.      461,730.      MT  (+/- 180 meters Scaled)
 FD1183
 FD1183                          SUPERSEDED SURVEY CONTROL
 FD1183
 FD1183  NGVD 29 (??/??/92)  254.676  (m)          835.55   (f) ADJ UNCH    2 0
 FD1183
 FD1183.Superseded values are not recommended for survey control.
 FD1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1183.See file dsdata.txt to determine how the superseded data were derived.
 FD1183
 FD1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE519806(NAD 83)
 FD1183_MARKER: DR = REFERENCE MARK DISK
 FD1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1183_STAMPING: GORDON NO 2 1959
 FD1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1183+STABILITY: SURFACE MOTION
 FD1183
 FD1183  HISTORY     - Date     Condition        Report By
 FD1183  HISTORY     - 1959     MONUMENTED       CGS
 FD1183
 FD1183                          STATION DESCRIPTION
 FD1183
 FD1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1183'15 MI NE FROM ONLY.
 FD1183'THIS MARK IS LOCATED AT THE GORDON 1959 STATION SITE, 93.1 FT.
 FD1183'SOUTH-SOUTHEAST OF THE STATION MARK, 10 FT. NORTH-NORTHEAST OF
 FD1183'THE CENTER OF A TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST
 FD1183'PROJECTING 1 INCH, AND ABOUT 3 FT. LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1519 ***********************************************************************
 FD1519  DESIGNATION -  GORDON RM A
 FD1519  PID         -  FD1519
 FD1519  STATE/COUNTY-  TN/LEWIS
 FD1519  USGS QUAD   -  GORDONSBURG (1979)
 FD1519
 FD1519                         *CURRENT SURVEY CONTROL
 FD1519  ___________________________________________________________________
 FD1519* NAD 83(1995)-  35 36 00.00447(N)    087 24 16.37082(W)     ADJUSTED  
 FD1519* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 FD1519  ___________________________________________________________________
 FD1519  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1519  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1519
 FD1519  HORZ ORDER  -  FIRST
 FD1519
 FD1519.The horizontal coordinates were established by classical geodetic methods
 FD1519.and adjusted by the National Geodetic Survey in April 1999..
 FD1519
 FD1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1519
 FD1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1519
 FD1519.The geoid height was determined by GEOID03.
 FD1519
 FD1519;                    North         East     Units Scale Factor Converg.
 FD1519;SPC TN       -   141,448.894   472,734.282   MT  0.99995670   -0 49 20.2
 FD1519;SPC TN       -   464,070.25  1,550,962.39   sFT  0.99995670   -0 49 20.2
 FD1519;UTM  16      - 3,939,659.532   463,355.768   MT  0.99961655   -0 14 07.8
 FD1519
 FD1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1519!SPC TN       -   0.99995537  x   0.99995670  =   0.99991208
 FD1519!UTM  16      -   0.99995537  x   0.99961655  =   0.99957194
 FD1519
 FD1519:                Primary Azimuth Mark                     Grid Az
 FD1519:SPC TN       -  KINCADE 2                                047 09 48.7
 FD1519:UTM  16      -  KINCADE 2                                046 34 36.3
 FD1519
 FD1519|---------------------------------------------------------------------|
 FD1519| PID    Reference Object                     Distance      Geod. Az  |
 FD1519|                                                           dddmmss.s |
 FD1519| FD1517 KINCADE 2                           APPROX.10.7 KM 0462028.5 |
 FD1519| FD1518 GORDON                               25.640 METERS 16359     |
 FD1519| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.14.7 KM 2444708.9 |
 FD1519|---------------------------------------------------------------------|
 FD1519
 FD1519                          SUPERSEDED SURVEY CONTROL
 FD1519
 FD1519  NAD 83(1995)-  35 36 00.00726(N)    087 24 16.37192(W) AD(       ) 1
 FD1519  NAD 83(1986)-  35 36 00.01511(N)    087 24 16.37239(W) AD(       ) 1
 FD1519  NAD 27      -  35 35 59.75165(N)    087 24 16.32409(W) AD(       ) 1
 FD1519  NGVD 29 (07/19/86)  312.4    (m)         1025.     (f) VERT ANG       
 FD1519
 FD1519.Superseded values are not recommended for survey control.
 FD1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1519.See file dsdata.txt to determine how the superseded data were derived.
 FD1519
 FD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6335639660(NAD 83)
 FD1519_MARKER: DS = TRIANGULATION STATION DISK
 FD1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1519_STAMPING: GORDON RM A 1970
 FD1519_MARK LOGO: CGS   
 FD1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1519+STABILITY: SURFACE MOTION
 FD1519
 FD1519  HISTORY     - Date     Condition        Report By
 FD1519  HISTORY     - 1970     MONUMENTED       CGS
 FD1519
 FD1519                          STATION DESCRIPTION
 FD1519
 FD1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1519'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HOHENWALD,
 FD1519'6 MILES WEST OF HAMPSHIRE, 2 MILES NORTH-NORTHEAST OF
 FD1519'GORDONSBURG, 0.15 MILE EAST OF THE NATCHEZ TRACE PARKWAY AND
 FD1519'ON PROPERTY OWNED BY THE MOBILE CHEMICAL COMPANY OF MT. PLEASANT,
 FD1519'TENNESSEE.
 FD1519'
 FD1519'THE STATION MARK IS A STANDARD DISK STAMPED GORDON RM A 1970,
 FD1519'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 FD1519'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1519'IS 84 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED,
 FD1519'15 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 13 FEET
 FD1519'NORTHEAST OF A 10 INCH HICKORY TREE.
 FD1519'
 FD1519'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FD1519'GORDON 1934, THE DIRECTION AND THE DISTANCE, REDUCED TO SEA
 FD1519'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2435 ***********************************************************************
 GB2435  DESIGNATION -  GORDONSVILLE
 GB2435  PID         -  GB2435
 GB2435  STATE/COUNTY-  TN/SMITH
 GB2435  USGS QUAD   -  GORDONSVILLE (1986)
 GB2435
 GB2435                         *CURRENT SURVEY CONTROL
 GB2435  ___________________________________________________________________
 GB2435* NAD 83(1995)-  36 09 26.49566(N)    085 58 03.94116(W)     ADJUSTED  
 GB2435* NAVD 88     -       338.2    (meters)    1110.     (feet)  VERTCON   
 GB2435  ___________________________________________________________________
 GB2435  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GB2435  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB2435
 GB2435  HORZ ORDER  -  SECOND
 GB2435
 GB2435.The horizontal coordinates were established by classical geodetic methods
 GB2435.and adjusted by the National Geodetic Survey in April 1999..
 GB2435
 GB2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2435
 GB2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2435
 GB2435.The geoid height was determined by GEOID03.
 GB2435
 GB2435;                    North         East     Units Scale Factor Converg.
 GB2435;SPC TN       -   202,375.912   602,900.859   MT  0.99996427   +0 01 07.9
 GB2435;SPC TN       -   663,961.64  1,978,017.23   sFT  0.99996427   +0 01 07.9
 GB2435;UTM  16      - 4,001,895.700   592,849.572   MT  0.99970622   +0 36 32.6
 GB2435
 GB2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2435!SPC TN       -   0.99995154  x   0.99996427  =   0.99991581
 GB2435!UTM  16      -   0.99995154  x   0.99970622  =   0.99965777
 GB2435
 GB2435|---------------------------------------------------------------------|
 GB2435| PID    Reference Object                     Distance      Geod. Az  |
 GB2435|                                                           dddmmss.s |
 GB2435| CG5892 GORDONSVILLE RM 1                    10.943 METERS 14739     |
 GB2435| CG5893 GORDONSVILLE RM 2                    13.629 METERS 23023     |
 GB2435| CG5891 GORDONSVILLE AZ MK                                 3342621.6 |
 GB2435|---------------------------------------------------------------------|
 GB2435
 GB2435                          SUPERSEDED SURVEY CONTROL
 GB2435
 GB2435  NAD 83(1995)-  36 09 26.49847(N)    085 58 03.94479(W) AD(       ) 2
 GB2435  NAD 83(1995)-  36 09 26.49827(N)    085 58 03.94669(W) AD(       ) 2
 GB2435  NAD 83(1986)-  36 09 26.50744(N)    085 58 03.94178(W) AD(       ) 2
 GB2435  NAD 27      -  36 09 26.29000(N)    085 58 03.99200(W) AD(       ) 2
 GB2435  NGVD 29 (07/19/86)  338.3    (m)         1110.     (f) VERT ANG       
 GB2435
 GB2435.Superseded values are not recommended for survey control.
 GB2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2435.See file dsdata.txt to determine how the superseded data were derived.
 GB2435
 GB2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9285001896(NAD 83)
 GB2435_MARKER: DS = TRIANGULATION STATION DISK
 GB2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2435
 GB2435  HISTORY     - Date     Condition        Report By
 GB2435  HISTORY     - 1950     MONUMENTED       CGS
 GB2435  HISTORY     - 1960     GOOD             CGS
 GB2435  HISTORY     - 1971     GOOD             DMA
 GB2435
 GB2435                          STATION DESCRIPTION
 GB2435
 GB2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2435'STATION IS LOCATED ABOUT 7 MILES SOUTH OF CARTHAGE AND 2 MILES
 GB2435'SOUTHWEST OF GORDONSVILLE. IT IS 5 FEET SOUTHWEST OF A WHITE
 GB2435'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED GORDONSVILLE
 GB2435'1950.
 GB2435'
 GB2435'REFERENCE MARK NO. 1. THE MARK IS A IRON PIPE 2 INCHES IN DIAMETER
 GB2435'WHICH PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION REFERENCE MARK
 GB2435'DISK ATOP STAMPED GORDONSVILLE NO. 1 1950.
 GB2435'
 GB2435'REFERENCE MARK NO. 2 . THE MARK IS A IRON PIPE 2 INCHES IN DIAMETER
 GB2435'WHICH PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION
 GB2435'REFERENCE MARK DISK ATOP STAMPED GORDNSVILLE NO. 2 1950.
 GB2435'
 GB2435'AZIMUTH MARK IS 121 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GB2435'HOUSE, 45 FEET NORTHEAST OF A WHITE WITNESS POST AND 35 FEET EAST
 GB2435'OF A FENCELINE. THE MARK PROJECTS ABOUT 1 FOOT AND THE DISK IS
 GB2435'STAMPED GORDONSVILLE 1950.
 GB2435'
 GB2435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70N AND
 GB2435'STATE HIGHWAY NO. 53 WHICH IS ABOUT 1 MILE SOUTHEAST OF CARTHAGE, GO
 GB2435'SOUTH ON STATE HIGHWAY NO. 53 FOR 7.0 MILES TO A DIRT ROAD LEFT, TURN
 GB2435'LEFT AND GO 0.9 MILE TO A DRIVEWAY ON THE RIGHT* CONTINUE ON DIRT
 GB2435'ROAD FOR 0.35 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT INTO DRIVEWAY
 GB2435'AND GO 0.05 MILE TO THE HOME OF MR. JULIUS WILLS. FROM THIS POINT
 GB2435'PACK IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.7 MILE TO THE TOP OF
 GB2435'HILL AND THE STATION AS DESCRIBED.
 GB2435'
 GB2435'TO REACH THE AZIMUTH MARK* FROM THIS POINT GO 0.2 MILE ON DRIVEWAY TO
 GB2435'LARGE FRAME HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 GB2435'
 GB2435'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2435
 GB2435                          STATION RECOVERY (1960)
 GB2435
 GB2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2435'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED. THE ORIGINAL
 GB2435'DESCRIPTION IS ADEQUATE.
 GB2435
 GB2435                          STATION RECOVERY (1971)
 GB2435
 GB2435'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 GB2435'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  WITNESS POST
 GB2435'INTACT.  STATION IS 50 FEET NORTH-NORTHEAST OF THE FIRETOWER.
 GB2435'
 GB2435'ORIGINAL DESCRIPTION ADEQUATE WITH THIS ADDITION.  TO REACH THE
 GB2435'STATION FROM THE RESIDENCE OF MR. JULIUS WILLS, FOLLOW GRAVEL ROAD
 GB2435'SOUTHEAST FOR 0.05 MILE TO A REDWOOD GATE.  PASS THROUGH THE GATE,
 GB2435'FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK FOR 1.05 MILE TO THE TOP
 GB2435'OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2590 ***********************************************************************
 GC2590  DESIGNATION -  GORMAN
 GC2590  PID         -  GC2590
 GC2590  STATE/COUNTY-  TN/HUMPHREYS
 GC2590  USGS QUAD   -  MC EWEN (1982)
 GC2590
 GC2590                         *CURRENT SURVEY CONTROL
 GC2590  ___________________________________________________________________
 GC2590* NAD 83(1995)-  36 06 00.22445(N)    087 41 12.87626(W)     ADJUSTED  
 GC2590* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 GC2590  ___________________________________________________________________
 GC2590  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GC2590  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2590
 GC2590  HORZ ORDER  -  THIRD
 GC2590
 GC2590.The horizontal coordinates were established by classical geodetic methods
 GC2590.and adjusted by the National Geodetic Survey in April 1999..
 GC2590
 GC2590.The orthometric height was scaled from a topographic map.
 GC2590
 GC2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2590
 GC2590.The geoid height was determined by GEOID03.
 GC2590
 GC2590;                    North         East     Units Scale Factor Converg.
 GC2590;SPC TN       -   197,326.944   448,108.069   MT  0.99995914   -0 59 15.3
 GC2590;SPC TN       -   647,396.82  1,470,167.89   sFT  0.99995914   -0 59 15.3
 GC2590;UTM  16      - 3,995,265.312   438,168.275   MT  0.99964711   -0 24 17.1
 GC2590
 GC2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2590!SPC TN       -   0.99996481  x   0.99995914  =   0.99992395
 GC2590!UTM  16      -   0.99996481  x   0.99964711  =   0.99961194
 GC2590
 GC2590:                Primary Azimuth Mark                     Grid Az
 GC2590:SPC TN       -  GORMAN AZ MK                             013 39 36.9
 GC2590:UTM  16      -  GORMAN AZ MK                             013 04 38.7
 GC2590
 GC2590|---------------------------------------------------------------------|
 GC2590| PID    Reference Object                     Distance      Geod. Az  |
 GC2590|                                                           dddmmss.s |
 GC2590| CG5897 GORMAN AZ MK                                       0124021.6 |
 GC2590| CG5898 GORMAN RM 1                          16.529 METERS 06721     |
 GC2590| CG5899 GORMAN RM 2                          10.796 METERS 19613     |
 GC2590|---------------------------------------------------------------------|
 GC2590
 GC2590                          SUPERSEDED SURVEY CONTROL
 GC2590
 GC2590  NAD 83(1995)-  36 06 00.22606(N)    087 41 12.87958(W) AD(       ) 3
 GC2590  NAD 83(1995)-  36 06 00.22706(N)    087 41 12.88065(W) AD(       ) 3
 GC2590  NAD 83(1986)-  36 06 00.23440(N)    087 41 12.87801(W) AD(       ) 3
 GC2590  NAD 27      -  36 06 00.01800(N)    087 41 12.80900(W) AD(       ) 3
 GC2590
 GC2590.Superseded values are not recommended for survey control.
 GC2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2590.See file dsdata.txt to determine how the superseded data were derived.
 GC2590
 GC2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3816895265(NAD 83)
 GC2590_MARKER: DS = TRIANGULATION STATION DISK
 GC2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2590
 GC2590  HISTORY     - Date     Condition        Report By
 GC2590  HISTORY     - 1952     MONUMENTED       CGS
 GC2590  HISTORY     - 1972     GOOD             LOCENG
 GC2590
 GC2590                          STATION DESCRIPTION
 GC2590
 GC2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2590'STATION IS LOCATED ABOUT 6 MILES EAST OF WAVERLY AND 2.9 MILES WEST
 GC2590'OF MC EWEN ON PROPERTY OWNED BY MELVIN LARKINS.  IT IS 93 FEET
 GC2590'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 26 FEET S OF A
 GC2590'WHITE WITNESS POST AND A FENCE CORNER AND 15 FEET EAST OF THE CENTER
 GC2590'OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED GORMAN
 GC2590'1952.
 GC2590'
 GC2590'REFERENCE MARK NO. 1 IS 58 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC2590'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 GC2590'IS STAMPED GORMAN NO 1 1952.
 GC2590'
 GC2590'REFERENCE MARK NO. 2 IS 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2590'THE HOUSE AND 15 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.  THE
 GC2590'MARK IS FLUSH AND THE DISK IS STAMPED GORMAN NO 2 1952.
 GC2590'
 GC2590'AZIMUTH MARK IS 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GC2590'BARN, 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME BARN,
 GC2590'15 FEET SOUTH OF A WHITE WITNESS POST, 12 FEET WEST OF THE CENTER OF
 GC2590'A GRAVEL ROAD AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 GC2590'INCHES AND THE DISK IS STAMPED GORMAN 1952.
 GC2590'
 GC2590'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO EAST ON U.S.
 GC2590'HIGHWAY 70 FOR 6.4 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A
 GC2590'HILL, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GC2590'RIGHT, CONTINUE FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 GC2590'DESCRIBED.
 GC2590'
 GC2590'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2590
 GC2590                          STATION RECOVERY (1972)
 GC2590
 GC2590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2590'GORMAN STATION MARK RECOVERED IN GOOD CONDITION.
 GC2590'
 GC2590'GORMAN 1952 FOUND STAMPED ON THE POINT.
 GC2590'
 GC2590'ADD TO DESCRIPTION OF STA. - 3.7 S. 80 DEG E. OF 16 INCH PINE.
 GC2590'30.4 FEET S. 15 W. OF 16 PINE.
 GC2590'REF. MK. NO. 1-GOOD-ADD TO DESCRIPTION-5.4 FEET N. 75 FEET E. OF 6
 GC2590'INCH PINE.
 GC2590'REF. MK. NO. 2-GOOD-ADD TO DESCRIPTION-4.6 N. 55 DEG E. OF 14
 GC2590'INCH PINE.
 GC2590'AZ. MK.-GOOD-ADD TO DESCRIPTION-23.3 E. OF SE. COR. BARN.
 GC2590'39.6 FEET 85 DEG W OF S. W. COR. BARN.
 GC2590'
 GC2590'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MI EAST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1318 ***********************************************************************
 GC1318  DESIGNATION -  GOURLEY
 GC1318  PID         -  GC1318
 GC1318  STATE/COUNTY-  TN/DAVIDSON
 GC1318  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1318
 GC1318                         *CURRENT SURVEY CONTROL
 GC1318  ___________________________________________________________________
 GC1318* NAD 83(1995)-  36 06 44.54924(N)    087 00 24.35968(W)     ADJUSTED  
 GC1318* NAVD 88     -       272.529  (meters)     894.12   (feet)  ADJUSTED  
 GC1318  ___________________________________________________________________
 GC1318  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GC1318  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1318  DYNAMIC HT  -         272.295 (meters)     893.35  (feet)  COMP
 GC1318  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1318
 GC1318  HORZ ORDER  -  FIRST
 GC1318  VERT ORDER  -  FIRST     CLASS II
 GC1318
 GC1318.The horizontal coordinates were established by classical geodetic methods
 GC1318.and adjusted by the National Geodetic Survey in April 1999..
 GC1318
 GC1318.The orthometric height was determined by differential leveling
 GC1318.and adjusted by the National Geodetic Survey in June 1991..
 GC1318
 GC1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1318
 GC1318.The geoid height was determined by GEOID03.
 GC1318
 GC1318.The dynamic height is computed by dividing the NAVD 88
 GC1318.geopotential number by the normal gravity value computed on the
 GC1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1318.degrees latitude (g = 980.6199 gals.).
 GC1318
 GC1318.The modeled gravity was interpolated from observed gravity values.
 GC1318
 GC1318;                    North         East     Units Scale Factor Converg.
 GC1318;SPC TN       -   197,850.215   509,360.380   MT  0.99996016   -0 35 21.8
 GC1318;SPC TN       -   649,113.58  1,671,126.51   sFT  0.99996016   -0 35 21.8
 GC1318;UTM  16      - 3,996,412.598   499,391.011   MT  0.99960000   -0 00 14.4
 GC1318
 GC1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1318!SPC TN       -   0.99996179  x   0.99996016  =   0.99992195
 GC1318!UTM  16      -   0.99996179  x   0.99960000  =   0.99956181
 GC1318
 GC1318|---------------------------------------------------------------------|
 GC1318| PID    Reference Object                     Distance      Geod. Az  |
 GC1318|                                                           dddmmss.s |
 GC1318| GC1320 GOURLEY RM 1                         42.925 METERS 02255     |
 GC1318| GC2360 LANDRUM                             APPROX.19.0 KM 0315315.0 |
 GC1318| CG5900 GOURLEY AZ MK                                      0373218.8 |
 GC1318| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.13.1 KM 0755616.7 |
 GC1318| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.19.5 KM 0840827.3 |
 GC1318| GC2227 AIRWAY BEACON 64                    APPROX.34.1 KM 0860439.8 |
 GC1318| GC2323 WATKINS LOOKOUT TOWER HR 25         APPROX. 3.7 KM 0920600.8 |
 GC1318| GC2324 WATKINS ST GAME COMM RAD MAST       APPROX. 3.7 KM 0923657.0 |
 GC1318| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX.17.5 KM 1142139.4 |
 GC1318| GC2294 AIRWAY BEACON 63                    APPROX.13.6 KM 1145438.0 |
 GC1318| GC2535 AIRWAY BEACON 62                    APPROX.11.9 KM 1970222.5 |
 GC1318| GC1319 GOURLEY RM 2                         39.539 METERS 24102     |
 GC1318|---------------------------------------------------------------------|
 GC1318
 GC1318                          SUPERSEDED SURVEY CONTROL
 GC1318
 GC1318  NAD 83(1995)-  36 06 44.55119(N)    087 00 24.36184(W) AD(       ) 1
 GC1318  NAD 83(1995)-  36 06 44.55215(N)    087 00 24.36221(W) AD(       ) 1
 GC1318  NAD 83(1986)-  36 06 44.55975(N)    087 00 24.36290(W) AD(       ) 1
 GC1318  NAD 27      -  36 06 44.34600(N)    087 00 24.35100(W) AD(       ) 1
 GC1318  NGVD 29 (??/??/92)  272.551  (m)          894.19   (f) ADJ UNCH    1 2
 GC1318
 GC1318.Superseded values are not recommended for survey control.
 GC1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1318.See file dsdata.txt to determine how the superseded data were derived.
 GC1318
 GC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9939196413(NAD 83)
 GC1318_MARKER: DS = TRIANGULATION STATION DISK
 GC1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1318_STAMPING: GOURLEY 1933
 GC1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1318+STABILITY: SURFACE MOTION
 GC1318
 GC1318  HISTORY     - Date     Condition        Report By
 GC1318  HISTORY     - 1933     MONUMENTED       CGS
 GC1318  HISTORY     - 1953     GOOD             CGS
 GC1318  HISTORY     - 1958     GOOD             TNHD
 GC1318  HISTORY     - 1959     GOOD             CGS
 GC1318  HISTORY     - 1970     GOOD             NGS
 GC1318  HISTORY     - 1970     GOOD             NGS
 GC1318
 GC1318                          STATION DESCRIPTION
 GC1318
 GC1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC1318'ABOUT 12-1/2 MILES WEST-SOUTHWEST OF CAPITOL IN NASHVILLE, 5 MILES
 GC1318'NORTHWEST OF BELLEVIEW, 1-1/2 MILES NORTH OF U.S.  ROUTE 70, 1/2
 GC1318'MILE EAST OF DAVIDSON-CHEATHAM COUNTY LINE, ON FLAT BRUSH-COVERED
 GC1318'RIDGE, AND ON LAND OWNED BY J.D.  GOURLEY. TO REACH FROM
 GC1318'NASHVILLE, LEAVE TOWN ON U.S. ROUTE 70 (BROADWAY) AND CONTINUE TO
 GC1318'JUNCTION WITH STATE ROUTE 100, CONTINUE 10.7 MILES ON U.S.
 GC1318'ROUTE 70 TO GRAVEL ROAD POSTED CHARLOTTE ROAD, TURN RIGHT ONTO THIS
 GC1318'ROAD AND GO 1.85 MILES TO STATION SITE. STATION IS 26 FEET
 GC1318'SOUTHEAST OF CENTER LINE OF GRAVEL ROAD ALONG TOP OF RIDGE, 21
 GC1318'FEET NORTH OF 8-INCH ELM TREE, AND 10 FEET EAST-NORTHEAST OF 14-INCH
 GC1318'STUMP. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GC1318'DISKS IN CONCRETE. SURFACE MARK PROJECTS 6 INCHES
 GC1318'ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC1318'REFERENCE DISKS IN CONCRETE. REFERENCE MARK NO. 1,
 GC1318'PROJECTING 6 INCHES ABOVE GROUND, IS AT THE NORTHWEST EDGE OF
 GC1318'HIGHWAY AND 140.81 FEET FROM STATION.
 GC1318'REFERENCE MARK NO. 2, PROJECTING 10 INCHES ABOVE GROUND, IS AT
 GC1318'NORTHWEST EDGE OF HIGHWAY AND 129.60 FEET FROM STATION.
 GC1318'REFERENCE MARK NO. 1 IS 255.6 FEET NORTHEAST OF
 GC1318'REFERENCE MARK NO. 2. AZIMUTH MARK, PROJECTING 10 INCHES
 GC1318'ABOVE GROUND, IS AT NORTHWEST EDGE OF HIGHWAY AND ABOUT 0.15 MILE
 GC1318'FROM STATION.
 GC1318
 GC1318                          STATION RECOVERY (1953)
 GC1318
 GC1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1318'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC1318'CONDITION. DISTANCE AND DIRECTION TO ALL MARKS CHECKED. THE OLD
 GC1318'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING. A
 GC1318'TENNESSEE GEOLOGY SURVEY MARK HAS BEEN SET NEAR THIS STATION.
 GC1318'IT IS 0.1 MILE SOUTH OF THE STATION, 80 FEET WEST OF THE SOUTHWEST
 GC1318'CORNER OF A HOUSE, 12 FEET WEST OF THE CENTER OF OLD CHARLOTTE
 GC1318'ROAD AND 2 FEET EAST OF A FENCE LINE. THE MARK IS A 6X6 INCH CONCRETE
 GC1318'POST, WHICH PROJECTS 6 INCHES WITH A STANDARD TENNESSEE
 GC1318'DIVISION OF GEOLOGY WPA STATION MARK DISK ATOP STAMPED
 GC1318'19-6-20.
 GC1318'
 GC1318'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PEGRAM, GO EAST ON
 GC1318'U.S. HIGHWAY 70 FOR 1.8 MILES TO THE INTERSECTION OF OLD
 GC1318'CHARLOTTE ROAD, TURN LEFT AND GO NORTH ON OLD CHARLOTTE ROAD FOR 1.8
 GC1318'MILE TO THE TENN. GEOLOGY SURVEY MARK ON THE LEFT AS
 GC1318'DESCRIBED.  CONTINUE FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GC1318'CONTINUE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC1318'
 GC1318'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC1318
 GC1318                          STATION RECOVERY (1958)
 GC1318
 GC1318'RECOVERY NOTE BY TN HIGHWAY DEPT 1958
 GC1318'STATION, AZIMUTH AND REFERENCE MARKS NOS. 1 AND 2 AND T.G.S. (WPA)
 GC1318'MARK 19-6-20 WERE RECOVERED IN GOOD CONDITION.  DISTANCES BUT
 GC1318'NOT DIRECTIONS TO REFERENCE MARKS WERE CHECKED.
 GC1318'
 GC1318'STATION IS ABOUT 12-1/2 MILES WSW OF CAPITOL IN NASHVILLE, 1-1/2
 GC1318'MILES N OF ROUTE U.S. 70, 1/2 MILE E OF DAVIDSON- CHEATHAM
 GC1318'COUNTY LINE, ON A FLAT GRASS-COVERED RIDGE OWNED BY DAVE FERGUSON.
 GC1318'MARK IS IN PASTURE LAND 22-1/2 FEET NW OF A 10-INCH ELM, 24 FEET
 GC1318'N OF AN 8-INCH OAK, 35 FEET N OF NW CORNER OF A SMALL ABANDONED STORE
 GC1318'AND 26-1/2 FEET SE OF CENTERLINE OF OLD CHARLOTTE ROAD. THE
 GC1318'MARK IS A STANDARD DISK, STAMPED GOURLEY 1933, SET IN A ROUND
 GC1318'CONCRETE MONUMENT PROJECTING 8 INCHES.
 GC1318'
 GC1318'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 GC1318'MONUMENT PROJECTING 8 INCHES, 140.81 FEET FROM STATION IN
 GC1318'AZIMUTH 61 DEG 02 MIN (NOT 202 DEG 55 MIN), 16 FEET W OF CENTERLINE
 GC1318'OF ROAD AND 1 FOOT W OF FENCE.  REFERENCE MARK NO. 2 IS A
 GC1318'STANDARD DISK SET IN A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES,
 GC1318'129.60 FEET FROM STATION.
 GC1318'16-1/2 FEET W OF CENTERLINE OF ROAD, 1 FOOT W OF FENCE,
 GC1318'IN THE YARD OF DAVE FERGUSON. REFERENCE MARKS ARE 255.6 FEET
 GC1318'APART.
 GC1318'
 GC1318'AZIMUTH MARK IS 0.15 MILE FROM STATION.
 GC1318'IT IS IN PASTURE LAND 17 FEET W OF CENTERLINE OF
 GC1318'ROAD, 1 FOOT W OF FENCE AND PROJECTS 1 FOOT.
 GC1318'
 GC1318'STATION, REFERENCE MARK AND AZIMUTH MARK HAVE WHITE WITNESS POST SET
 GC1318'IN THE FENCE LINE OPPOSITE THEM.
 GC1318'
 GC1318'T.G.S. (WPA) 19-6-20 IS A BRONZE DISK SET IN A SQUARE CONCRETE
 GC1318'MONUMENT, 13 FEET W OF CENTERLINE OF ROAD, 1 FOOT E OF FENCE,
 GC1318'DIRECTLY IN FRONT OF AND ACROSS ROAD FROM THE RESIDENCE OF R.E.
 GC1318'DENTON. IT IS ABOUT 0.1 MILE FROM STATION.
 GC1318'
 GC1318'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTES 70 S (BROADWAY)
 GC1318'AND 70 N (CHARLOTTE PIKE) WEST OF NASHVILLE GO W ON U.S. 70
 GC1318'2.6 MILES TO ROYAL MOTOR COURT ON RIGHT (N), CONTINUE W ON U.S. 70
 GC1318'0.15 MILE TO OLD CHARLOTTE ROAD, TURN RIGHT (N) AND GO 1.85 MILE
 GC1318'TO THE HOME OF R.E. DENTON ON RIGHT (SE) SIDE OF ROAD AND MARK T.G.S.
 GC1318'(WPA) 19-6-20 DIRECTLY IN FRONT OF HOUSE ON OPPOSITE SIDE OF
 GC1318'ROAD. CONTINUE NORTHERLY 0.1 MILE TO OLD STORE BUILDING AND STATION
 GC1318'ON RIGHT (SE) SIDE OF ROAD.
 GC1318
 GC1318                          STATION RECOVERY (1959)
 GC1318
 GC1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1318'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC1318'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1318'
 GC1318'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-SOUTHWEST OF THE
 GC1318'CAPITOL IN NASHVILLE, 5 MILES NORTHWEST OF BELLEVIEW, 2-1/2 MILES
 GC1318'EAST-NORTHEAST OF PEGRAM AND ON A FLAT, GRASSY RIDGE ON PROPERTY
 GC1318'OWNED BY DAVE FERGUSON.
 GC1318'
 GC1318'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 GC1318'PEGRAM, GO EAST ON U.S. HIGHWAY 70 FOR 1.8 MILES TO OLD
 GC1318'CHARLOTTE ROAD ON THE LEFT, (THIS IS JUST 0.15 MILE WEST OF THE ROYAL
 GC1318'MOTOR COURT). HERE TURN LEFT, NORTH, AND FOLLOW OLD CHARLOTTE
 GC1318'ROAD FOR 1.8 MILES TO TENN. GEOLOGY SURVEY MARK 19-6-20 ON THE LEFT,
 GC1318'CONTINUE NORTH ON OLD CHARLOTTE ROAD FOR 0.1 MILE TO AN OLD
 GC1318'ABANDONED BUILDING ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC1318'
 GC1318'THE STATION MARK IS IN SMALL PASTURE, 35 FEET NORTH OF THE NORTHWEST
 GC1318'CORNER OF A SMALL ABANDONED BUILDING, 26 FEET SOUTHEAST OF THE
 GC1318'CENTER OF OLD CHARLOTTE ROAD, 12 FEET EAST OF A WHITE WITNESS POST
 GC1318'AND 11 FEET SOUTHEAST OF THE PASTURE FENCE. IT IS A STANDARD
 GC1318'DISK SET IN A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 GC1318'GROUND AND THE DISK IS STAMPED GOURLEY 1933.
 GC1318'
 GC1318'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF POWER LINE TRANSFORMER POLE
 GC1318'NO. 75, 16 FEET NORTHWEST OF THE CENTER OF OLD CHARLOTTE
 GC1318'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GC1318'FENCE. IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC1318'ROUND CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE GROUND AND THE
 GC1318'DISK IS STAMPED GOURLEY NO 1 1933.
 GC1318'
 GC1318'REFERENCE MARK NO. 2 IS 61 FEET NORTH OF POWER LINE POLE NO. 77, 18
 GC1318'FEET NORTHWEST OF THE CENTER OF OLD CHARLOTTE ROAD AND 2 FEET
 GC1318'NORTHWEST OF A FENCE. IT IS A REFERENCE MARK DISK SET IN THE TOP OF A
 GC1318'ROUND CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE THE
 GC1318'GROUND AND THE DISK IS STAMPED GOURLEY NO 2 1933.
 GC1318'
 GC1318'THE AZIMUTH MARK IS 16 FEET NORTHWEST OF THE CENTER OF OLD CHARLOTTE
 GC1318'ROAD, 2-1/2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 GC1318'NORTHWEST OF A FENCE. IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GC1318'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE
 GC1318'THE GROUND AND THE DISK IS STAMPED GOURLEY AZIMUTH 1933.
 GC1318'
 GC1318'TENN. GEOLOGY SURVEY MARK 19-6-20 IS 80 FEET WEST OF THE SOUTHWEST
 GC1318'CORNER OF THE R.E. DENTON RESIDENCE, 14 FEET NORTHWEST OF
 GC1318'THE CENTER OF OLD CHARLOTTE ROAD, 1-1/2 FEET EAST OF A FENCE AND
 GC1318'1-1/2 FEET EAST OF A WHITE WITNESS POST. IT IS A TENN.
 GC1318'GEOLOGY SURVEY DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST
 GC1318'PROJECTING 18 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 GC1318'19-6-20.
 GC1318'
 GC1318'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON OLD
 GC1318'CHARLOTTE ROAD FOR 0.15 MILE AND THE MARK ON THE LEFT AS
 GC1318'DESCRIBED.
 GC1318
 GC1318                          STATION RECOVERY (1970)
 GC1318
 GC1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC1318'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK
 GC1318'AND THE TENNESSEE GEOLOGY SURVEY MARK 19-6-20 WERE RECOVERED
 GC1318'AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE OF 0.037
 GC1318'METERS IN THE DISTANCE TO REFERENCE MARK 2 AND 0.013 METERS IN
 GC1318'THE DISTANCE TO REFERENCE MARK 1 WERE NOTED AND VERIFIED AT THIS
 GC1318'TIME.  NO CHECK COULD BE OBTAINED IN THE ANGLE FROM THE AZIMUTH
 GC1318'MARK TO THE TENNESSEE GEOLOGY SURVEY MARK BECAUSE OF DENSE
 GC1318'FOLIAGE ON THE TREES.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC1318'
 GC1318'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-SOUTHWEST OF
 GC1318'THE CAPITOL BUILDING IN NASHVILLE, 8 MILES WEST OF BELLE MEADE,
 GC1318'2-1/2 MILES EAST-NORTHEAST OF PEGRAM AND ON THE LAWN OF
 GC1318'MR. WALTER DAVIS WHO LIVES JUST SOUTH OF THE STATION.
 GC1318'
 GC1318'TO REACH THE STATION FROM THE POST OFFICE IN PEGRAM GO
 GC1318'EASTERLY ON U.S. HIGHWAY 70 FOR 1.8 MILES TO A SIDE ROAD LEFT,
 GC1318'(OLD CHARLOTTE PIKE).  TURN LEFT AND GO NORTHERLY ON OLD
 GC1318'CHARLOTTE PIKE FOR 1.9 MILES TO THE TENNESSEE GEOLOGY SURVEY
 GC1318'MARK ON THE LEFT.  CONTINUE AHEAD ON THE SURFACED ROAD FOR 0.1
 GC1318'MILE TO THE STATION ON THE RIGHT.
 GC1318'
 GC1318'THE STATION MARK, A STANDARD DISK STAMPED GOURLEY 1933, SET
 GC1318'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC1318'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 GC1318'48 FEET EAST OF POWER POLE NUMBER 0223-65, 27 FEET
 GC1318'EAST-SOUTHEAST OF THE CENTER OF OLD CHARLOTTE PIKE AND 12 FEET
 GC1318'EAST OF A METAL WITNESS POST WITH SIGN.
 GC1318'
 GC1318'REFERENCE MARK 1, A STANDARD DISK STAMPED GOURLEY NO 1 1933,
 GC1318'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 GC1318'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 GC1318'IS 33 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 10223-89 AND
 GC1318'16.5 FEET WEST-NORTHWEST OF THE CENTER OF THE SURFACED
 GC1318'ROAD.
 GC1318'
 GC1318'REFERENCE MARK 2, A STANDARD DISK STAMPED GOURLEY NO 2 1933, IS
 GC1318'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC1318'DIAMETER AND PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT
 GC1318'IS 97.5 FEET SOUTHWEST OF POWER POLE NUMBER 0223-65, 18 FEET
 GC1318'WEST-NORTHWEST OF THE CENTER OF THE SURFACED ROAD AND 2 FEET
 GC1318'WEST-NORTHWEST OF A FENCE.
 GC1318'
 GC1318'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GOURLEY
 GC1318'AZIMUTH 1933, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 GC1318'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 12 INCHES ABOVE
 GC1318'THE GROUND SURFACE.  IT IS 24 FEET NORTH OF POWER POLE NUMBER
 GC1318'10223-36, 17.5 FEET NORTHWEST OF THE CENTER OF THE SURFACED
 GC1318'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND
 GC1318'0.5 FEET NORTHWEST OF A FENCE.
 GC1318'
 GC1318'THE MARK, A TENNESSEE GEOLOGY SURVEY DISK STAMPED 19-6-20, IS
 GC1318'SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST THAT PROJECTS
 GC1318'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET NORTHWEST
 GC1318'OF A WOODEN FENCE, 13 FEET NORTHWEST OF THE CENTER OF THE
 GC1318'SURFACED ROAD AND 4 FEET SOUTHEAST OF A 20 INCH DECIDUOUS TREE.
 GC1318'
 GC1318'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 GC1318'SURFACED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 GC1318'
 GC1318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC1318'2-1/2 MILES EAST-NORTHEAST OF PEGRAM.
 GC1318
 GC1318                          STATION RECOVERY (1970)
 GC1318
 GC1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GC1318'2.5 MI NE FROM PEGRAM.
 GC1318'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1318'RAILWAY FROM THE STATION AT PERGRAM, THENCE 2.0 MILES NORTH ALONG
 GC1318'OLD CHARLOTTE PIKE, 48 FEET EAST OF POWER POLE NUMBER 0223-65,
 GC1318'27 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 12 FEET EAST OF A
 GC1318'METAL WITNESS POST WITH SIGN ATTACH, SET IN THE TOP OF A ROUND
 GC1318'CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1320 ***********************************************************************
 GC1320  DESIGNATION -  GOURLEY RM 1
 GC1320  PID         -  GC1320
 GC1320  STATE/COUNTY-  TN/DAVIDSON
 GC1320  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1320
 GC1320                         *CURRENT SURVEY CONTROL
 GC1320  ___________________________________________________________________
 GC1320* NAD 83(1986)-  36 06 44.     (N)    087 00 24.     (W)     SCALED    
 GC1320* NAVD 88     -       271.540  (meters)     890.88   (feet)  ADJUSTED  
 GC1320  ___________________________________________________________________
 GC1320  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1320  DYNAMIC HT  -         271.306 (meters)     890.11  (feet)  COMP
 GC1320  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1320
 GC1320  VERT ORDER  -  FIRST     CLASS II
 GC1320
 GC1320.The horizontal coordinates were scaled from a topographic map and have
 GC1320.an estimated accuracy of +/- 6 seconds.
 GC1320
 GC1320.The orthometric height was determined by differential leveling
 GC1320.and adjusted by the National Geodetic Survey in June 1991..
 GC1320
 GC1320.The geoid height was determined by GEOID03.
 GC1320
 GC1320.The dynamic height is computed by dividing the NAVD 88
 GC1320.geopotential number by the normal gravity value computed on the
 GC1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1320.degrees latitude (g = 980.6199 gals.).
 GC1320
 GC1320.The modeled gravity was interpolated from observed gravity values.
 GC1320
 GC1320;                    North         East    Units  Estimated Accuracy
 GC1320;SPC TN       -   197,830.      509,370.      MT  (+/- 180 meters Scaled)
 GC1320
 GC1320                          SUPERSEDED SURVEY CONTROL
 GC1320
 GC1320  NGVD 29 (??/??/92)  271.562  (m)          890.95   (f) ADJ UNCH    1 2
 GC1320
 GC1320.Superseded values are not recommended for survey control.
 GC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1320.See file dsdata.txt to determine how the superseded data were derived.
 GC1320
 GC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994963(NAD 83)
 GC1320_MARKER: DR = REFERENCE MARK DISK
 GC1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1320_STAMPING: GOURLEY NO 1 1933
 GC1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1320+STABILITY: SURFACE MOTION
 GC1320
 GC1320  HISTORY     - Date     Condition        Report By
 GC1320  HISTORY     - 1933     MONUMENTED       CGS
 GC1320  HISTORY     - 1948     GOOD             NGS
 GC1320
 GC1320                          STATION DESCRIPTION
 GC1320
 GC1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1320'3.8 MI NE FROM PEGRAM.
 GC1320'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1320'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 2.0 MILES NORTH
 GC1320'ALONG OLD CHARLOTTE ROAD, 140.8 FEET NORTH AND ACROSS THE ROAD
 GC1320'FROM THE STATION MARK, 255.5 FEET NORTHEAST OF R.M. NO. 2, 19
 GC1320'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 FEET NORTHEAST
 GC1320'OF THE SOUTH CORNER POST OF FENCE AROUND A YOUNG PLUM ORCHARD,
 GC1320'34 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 1 FOOT
 GC1320'NORTHWEST AND INSIDE THE FENCE, 2 1/2 FEET NORTHWEST OF A WHITE
 GC1320'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GC1320'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1319 ***********************************************************************
 GC1319  DESIGNATION -  GOURLEY RM 2
 GC1319  PID         -  GC1319
 GC1319  STATE/COUNTY-  TN/DAVIDSON
 GC1319  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1319
 GC1319                         *CURRENT SURVEY CONTROL
 GC1319  ___________________________________________________________________
 GC1319* NAD 83(1986)-  36 06 44.     (N)    087 00 24.     (W)     SCALED    
 GC1319* NAVD 88     -       272.168  (meters)     892.94   (feet)  ADJUSTED  
 GC1319  ___________________________________________________________________
 GC1319  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1319  DYNAMIC HT  -         271.934 (meters)     892.17  (feet)  COMP
 GC1319  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1319
 GC1319  VERT ORDER  -  FIRST     CLASS II
 GC1319
 GC1319.The horizontal coordinates were scaled from a topographic map and have
 GC1319.an estimated accuracy of +/- 6 seconds.
 GC1319
 GC1319.The orthometric height was determined by differential leveling
 GC1319.and adjusted by the National Geodetic Survey in June 1991..
 GC1319
 GC1319.The geoid height was determined by GEOID03.
 GC1319
 GC1319.The dynamic height is computed by dividing the NAVD 88
 GC1319.geopotential number by the normal gravity value computed on the
 GC1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1319.degrees latitude (g = 980.6199 gals.).
 GC1319
 GC1319.The modeled gravity was interpolated from observed gravity values.
 GC1319
 GC1319;                    North         East    Units  Estimated Accuracy
 GC1319;SPC TN       -   197,830.      509,370.      MT  (+/- 180 meters Scaled)
 GC1319
 GC1319                          SUPERSEDED SURVEY CONTROL
 GC1319
 GC1319  NGVD 29 (??/??/92)  272.190  (m)          893.01   (f) ADJ UNCH    1 2
 GC1319
 GC1319.Superseded values are not recommended for survey control.
 GC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1319.See file dsdata.txt to determine how the superseded data were derived.
 GC1319
 GC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994963(NAD 83)
 GC1319_MARKER: DR = REFERENCE MARK DISK
 GC1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1319_STAMPING: GOURLEY NO 2 1933
 GC1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1319+STABILITY: SURFACE MOTION
 GC1319
 GC1319  HISTORY     - Date     Condition        Report By
 GC1319  HISTORY     - 1933     MONUMENTED       CGS
 GC1319  HISTORY     - 1970     GOOD             NGS
 GC1319
 GC1319                          STATION DESCRIPTION
 GC1319
 GC1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GC1319'2.5 MI NE FROM PEGRAM.
 GC1319'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1319'RAILWAY FROM THE STATION AT PEGRAM, THENCE 2.0 MILES NORTH ALONG
 GC1319'OLD CHARLOTTE PIKE, 129.7 FEET SOUTHWEST OF THE STATION MARK,
 GC1319'97.5 FEET SOUTHWEST OF POWER POLE NUMBER 0223-65, 18 FEET
 GC1319'NORTHWEST OF THE CENTER OF THE ROAD AND 2 FEET NORTHWEST OF THE
 GC1319'FENCE, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 12
 GC1319'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0576 ***********************************************************************
 GC0576  DESIGNATION -  GOWER
 GC0576  PID         -  GC0576
 GC0576  STATE/COUNTY-  TN/DAVIDSON
 GC0576  USGS QUAD   -  BELLEVUE (1983)
 GC0576
 GC0576                         *CURRENT SURVEY CONTROL
 GC0576  ___________________________________________________________________
 GC0576* NAD 83(1986)-  36 07 09.     (N)    086 54 54.     (W)     SCALED    
 GC0576* NAVD 88     -       217.841  (meters)     714.70   (feet)  ADJUSTED  
 GC0576  ___________________________________________________________________
 GC0576  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0576  DYNAMIC HT  -         217.653 (meters)     714.08  (feet)  COMP
 GC0576  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0576
 GC0576  VERT ORDER  -  SECOND    CLASS 0
 GC0576
 GC0576.The horizontal coordinates were scaled from a topographic map and have
 GC0576.an estimated accuracy of +/- 6 seconds.
 GC0576
 GC0576.The orthometric height was determined by differential leveling
 GC0576.and adjusted by the National Geodetic Survey in June 1991..
 GC0576
 GC0576.The geoid height was determined by GEOID03.
 GC0576
 GC0576.The dynamic height is computed by dividing the NAVD 88
 GC0576.geopotential number by the normal gravity value computed on the
 GC0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0576.degrees latitude (g = 980.6199 gals.).
 GC0576
 GC0576.The modeled gravity was interpolated from observed gravity values.
 GC0576
 GC0576;                    North         East    Units  Estimated Accuracy
 GC0576;SPC TN       -   198,520.      517,630.      MT  (+/- 180 meters Scaled)
 GC0576
 GC0576                          SUPERSEDED SURVEY CONTROL
 GC0576
 GC0576  NGVD 29 (??/??/92)  217.863  (m)          714.77   (f) ADJ UNCH    2 0
 GC0576
 GC0576.Superseded values are not recommended for survey control.
 GC0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0576.See file dsdata.txt to determine how the superseded data were derived.
 GC0576
 GC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076971(NAD 83)
 GC0576_MARKER: DE = TRAVERSE STATION DISK
 GC0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0576_STAMPING: GOWER 1959
 GC0576_MARK LOGO: CGS   
 GC0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0576+STABILITY: SURFACE MOTION
 GC0576
 GC0576  HISTORY     - Date     Condition        Report By
 GC0576  HISTORY     - 1959     MONUMENTED       CGS
 GC0576
 GC0576                          STATION DESCRIPTION
 GC0576
 GC0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0576'4.8 MI SW FROM NASHVILLE.
 GC0576'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC0576'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHARLOTTE ROAD (U.S.
 GC0576'HIGHWAY 70 N) FOR 4.4 MILES TO A DRIVEWAY ON THE LEFT, TURN
 GC0576'LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO A GATE, GO
 GC0576'THROUGH THE GATE AND FOLLOW DIM TRACK ROAD THROUGH THE WOODS
 GC0576'FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 GC0576'DESCRIBED, 14.5 FT. NORTHEAST OF A TRIANGLE BLACED TREE AND 5 FT.
 GC0576'NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC0576'POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2316 ***********************************************************************
 GC2316  DESIGNATION -  GOWER
 GC2316  PID         -  GC2316
 GC2316  STATE/COUNTY-  TN/DAVIDSON
 GC2316  USGS QUAD   -  BELLEVUE (1983)
 GC2316
 GC2316                         *CURRENT SURVEY CONTROL
 GC2316  ___________________________________________________________________
 GC2316* NAD 83(1995)-  36 07 08.78174(N)    086 54 54.32854(W)     ADJUSTED  
 GC2316* NAVD 88     -       217.84   (+/-2cm)     714.7    (feet)  VERTCON   
 GC2316  ___________________________________________________________________
 GC2316  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GC2316  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2316
 GC2316  HORZ ORDER  -  SECOND
 GC2316  VERT ORDER  -  THIRD ? (See Below)
 GC2316
 GC2316.The horizontal coordinates were established by classical geodetic methods
 GC2316.and adjusted by the National Geodetic Survey in April 1999..
 GC2316
 GC2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2316.The vertical order pertains to the NGVD 29 superseded value.
 GC2316
 GC2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2316
 GC2316.The geoid height was determined by GEOID03.
 GC2316
 GC2316;                    North         East     Units Scale Factor Converg.
 GC2316;SPC TN       -   198,516.022   517,620.678   MT  0.99996074   -0 32 08.6
 GC2316;SPC TN       -   651,297.98  1,698,227.17   sFT  0.99996074   -0 32 08.6
 GC2316;UTM  16      - 3,997,162.523   507,641.100   MT  0.99960072   +0 03 00.2
 GC2316
 GC2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2316!SPC TN       -   0.99997039  x   0.99996074  =   0.99993113
 GC2316!UTM  16      -   0.99997039  x   0.99960072  =   0.99957112
 GC2316
 GC2316|---------------------------------------------------------------------|
 GC2316| PID    Reference Object                     Distance      Geod. Az  |
 GC2316|                                                           dddmmss.s |
 GC2316| GC0575 GOWER RM 1                           22.872 METERS 06050     |
 GC2316| CG5901 GOWER AZ MK                                        2653446.8 |
 GC2316| GC0577 GOWER RM 2                           21.571 METERS 34445     |
 GC2316|---------------------------------------------------------------------|
 GC2316
 GC2316                          SUPERSEDED SURVEY CONTROL
 GC2316
 GC2316  NAD 83(1995)-  36 07 08.78381(N)    086 54 54.33057(W) AD(       ) 2
 GC2316  NAD 83(1995)-  36 07 08.78507(N)    086 54 54.33108(W) AD(       ) 2
 GC2316  NAD 83(1986)-  36 07 08.79203(N)    086 54 54.33201(W) AD(       ) 2
 GC2316  NAD 27      -  36 07 08.58080(N)    086 54 54.32450(W) AD(       ) 2
 GC2316  NGVD 29 (07/19/86)  217.86   (m)          714.8    (f) LEVELING    3  
 GC2316
 GC2316.Superseded values are not recommended for survey control.
 GC2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2316.See file dsdata.txt to determine how the superseded data were derived.
 GC2316
 GC2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0764197163(NAD 83)
 GC2316_MARKER: DE = TRAVERSE STATION DISK
 GC2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2316
 GC2316  HISTORY     - Date     Condition        Report By
 GC2316  HISTORY     - 1959     MONUMENTED       CGS
 GC2316
 GC2316                          STATION DESCRIPTION
 GC2316
 GC2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2316'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE DOWNTOWN SECTION OF
 GC2316'NASHVILLE AND ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 70 N.
 GC2316'
 GC2316'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC2316'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHARLOTTE ROAD, (U.S.
 GC2316'HIGHWAY 70 N) FOR 4.4 MILES TO A DRIVEWAY ON THE LEFT*, TURN LEFT AND
 GC2316'GO SOUTH ON DRIVEWAY FOR 0.1 MILE TO A GATE, GO THROUGH GATE
 GC2316'AND FOLLOW DIM TRACK ROAD THROUGH WOODS FOR 0.3 MILE TO THE SUMMIT OF
 GC2316'THE HILL AND THE STATION AS DESCRIBED.
 GC2316'
 GC2316'THE STATION IS 14.5 FEET NORTHEAST OF A TRIANGLE BLAZED TREE AND 5
 GC2316'FEET NORTHWEST IF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC2316'SET IN A 10-INCH SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. IT IS
 GC2316'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC2316'GOWER 1959.
 GC2316'
 GC2316'REFERENCE MARK NO. 1 IS SET ON THE SOUTHEAST SLOPE OF THE HILL,
 GC2316'PROJECTS 4 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC2316'STAMPED GOWER NO. 1 1959.
 GC2316'
 GC2316'REFERENCE MARK NO. 2 IS SET ON THE NORTHWEST SLOPE OF THE HILL, IS
 GC2316'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC2316'GOWER NO. 2 1959.
 GC2316'
 GC2316'THE AZIMUTH MARK IS 82 FEET NORTH OF A POWER LINE POLE NO. 325-2, 28
 GC2316'FEET WEST OF THE CENTER OF OLD HICKORY ROAD, 2 FEET NORTH OF A
 GC2316'WITNESS SIGN AND 2 FEET EAST OF A FENCE. IT IS SET FLUSH WITH THE
 GC2316'SURROUNDING SURFACE AND THE DISK IS STAMPED GOWER 1959.
 GC2316'
 GC2316'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING INTO THE
 GC2316'STATION*, CONTINUE WESTERLY ON U.S. HIGHWAY NO. 70N FOR 0.8 MILE
 GC2316'TO OLD HICKORY ROAD, TURN RIGHT ON OLD HICKORY ROAD AND GO 0.1 MILE
 GC2316'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2316'
 GC2316'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0575 ***********************************************************************
 GC0575  DESIGNATION -  GOWER RM 1
 GC0575  PID         -  GC0575
 GC0575  STATE/COUNTY-  TN/DAVIDSON
 GC0575  USGS QUAD   -  BELLEVUE (1983)
 GC0575
 GC0575                         *CURRENT SURVEY CONTROL
 GC0575  ___________________________________________________________________
 GC0575* NAD 83(1986)-  36 07 08.     (N)    086 54 54.     (W)     SCALED    
 GC0575* NAVD 88     -       216.332  (meters)     709.75   (feet)  ADJUSTED  
 GC0575  ___________________________________________________________________
 GC0575  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0575  DYNAMIC HT  -         216.145 (meters)     709.14  (feet)  COMP
 GC0575  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0575
 GC0575  VERT ORDER  -  SECOND    CLASS 0
 GC0575
 GC0575.The horizontal coordinates were scaled from a topographic map and have
 GC0575.an estimated accuracy of +/- 6 seconds.
 GC0575
 GC0575.The orthometric height was determined by differential leveling
 GC0575.and adjusted by the National Geodetic Survey in June 1991..
 GC0575
 GC0575.The geoid height was determined by GEOID03.
 GC0575
 GC0575.The dynamic height is computed by dividing the NAVD 88
 GC0575.geopotential number by the normal gravity value computed on the
 GC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0575.degrees latitude (g = 980.6199 gals.).
 GC0575
 GC0575.The modeled gravity was interpolated from observed gravity values.
 GC0575
 GC0575;                    North         East    Units  Estimated Accuracy
 GC0575;SPC TN       -   198,490.      517,630.      MT  (+/- 180 meters Scaled)
 GC0575
 GC0575                          SUPERSEDED SURVEY CONTROL
 GC0575
 GC0575  NGVD 29 (??/??/92)  216.354  (m)          709.82   (f) ADJ UNCH    2 0
 GC0575
 GC0575.Superseded values are not recommended for survey control.
 GC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0575.See file dsdata.txt to determine how the superseded data were derived.
 GC0575
 GC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076971(NAD 83)
 GC0575_MARKER: DR = REFERENCE MARK DISK
 GC0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0575_STAMPING: GOWER NO 1 1959
 GC0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0575+STABILITY: SURFACE MOTION
 GC0575
 GC0575  HISTORY     - Date     Condition        Report By
 GC0575  HISTORY     - 1959     MONUMENTED       CGS
 GC0575
 GC0575                          STATION DESCRIPTION
 GC0575
 GC0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0575'4.8 MI SW FROM NASHVILLE.
 GC0575'THIS MARK IS LOCATED AT THE GOWER 1959 STATION SITE, 75 FT.
 GC0575'NORTHEAST OF THE STATION MARK, AND IS SET ON THE NORTHEAST
 GC0575'SLOPE OF A HILL, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0575'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0577 ***********************************************************************
 GC0577  DESIGNATION -  GOWER RM 2
 GC0577  PID         -  GC0577
 GC0577  STATE/COUNTY-  TN/DAVIDSON
 GC0577  USGS QUAD   -  BELLEVUE (1983)
 GC0577
 GC0577                         *CURRENT SURVEY CONTROL
 GC0577  ___________________________________________________________________
 GC0577* NAD 83(1986)-  36 07 08.     (N)    086 54 54.     (W)     SCALED    
 GC0577* NAVD 88     -       216.300  (meters)     709.64   (feet)  ADJUSTED  
 GC0577  ___________________________________________________________________
 GC0577  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0577  DYNAMIC HT  -         216.113 (meters)     709.03  (feet)  COMP
 GC0577  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0577
 GC0577  VERT ORDER  -  SECOND    CLASS 0
 GC0577
 GC0577.The horizontal coordinates were scaled from a topographic map and have
 GC0577.an estimated accuracy of +/- 6 seconds.
 GC0577
 GC0577.The orthometric height was determined by differential leveling
 GC0577.and adjusted by the National Geodetic Survey in June 1991..
 GC0577
 GC0577.The geoid height was determined by GEOID03.
 GC0577
 GC0577.The dynamic height is computed by dividing the NAVD 88
 GC0577.geopotential number by the normal gravity value computed on the
 GC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0577.degrees latitude (g = 980.6199 gals.).
 GC0577
 GC0577.The modeled gravity was interpolated from observed gravity values.
 GC0577
 GC0577;                    North         East    Units  Estimated Accuracy
 GC0577;SPC TN       -   198,490.      517,630.      MT  (+/- 180 meters Scaled)
 GC0577
 GC0577                          SUPERSEDED SURVEY CONTROL
 GC0577
 GC0577  NGVD 29 (??/??/92)  216.322  (m)          709.72   (f) ADJ UNCH    2 0
 GC0577
 GC0577.Superseded values are not recommended for survey control.
 GC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0577.See file dsdata.txt to determine how the superseded data were derived.
 GC0577
 GC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076971(NAD 83)
 GC0577_MARKER: DR = REFERENCE MARK DISK
 GC0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0577_STAMPING: GOWER NO 2 1959
 GC0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0577+STABILITY: SURFACE MOTION
 GC0577
 GC0577  HISTORY     - Date     Condition        Report By
 GC0577  HISTORY     - 1959     MONUMENTED       CGS
 GC0577
 GC0577                          STATION DESCRIPTION
 GC0577
 GC0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0577'4.8 MI SW FROM NASHVILLE.
 GC0577'THIS MARK IS LOCATED AT THE GOWER 1959 STATION SITE, 70.7 FT.
 GC0577'NORTH OF THE STATION MARK AND IS SET ON THE NORTHWEST SLOPE OF
 GC0577'A HILL, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0577'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1997 ***********************************************************************
 FC1997  DESIGNATION -  GPS 0001
 FC1997  PID         -  FC1997
 FC1997  STATE/COUNTY-  TN/KNOX
 FC1997  USGS QUAD   -  BEARDEN (1990)
 FC1997
 FC1997                         *CURRENT SURVEY CONTROL
 FC1997  ___________________________________________________________________
 FC1997* NAD 83(1995)-  35 54 39.70150(N)    084 05 28.37312(W)     ADJUSTED  
 FC1997* NAVD 88     -       278.2    (meters)     913.     (feet)  VERTCON   
 FC1997  ___________________________________________________________________
 FC1997  X           -     532,431.383 (meters)                     COMP
 FC1997  Y           -  -5,144,517.134 (meters)                     COMP
 FC1997  Z           -   3,720,345.591 (meters)                     COMP
 FC1997  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FC1997  ELLIP HEIGHT-         247.48  (meters)          (04/12/99) GPS OBS
 FC1997  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC1997
 FC1997  HORZ ORDER  -  FIRST
 FC1997  ELLP ORDER  -  FOURTH    CLASS I
 FC1997
 FC1997.The horizontal coordinates were established by GPS observations
 FC1997.and adjusted by the National Geodetic Survey in April 1999..
 FC1997
 FC1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1997
 FC1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1997
 FC1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1997
 FC1997.The ellipsoidal height was determined by GPS observations
 FC1997.and is referenced to NAD 83.
 FC1997
 FC1997.The geoid height was determined by GEOID03.
 FC1997
 FC1997;                    North         East     Units Scale Factor Converg.
 FC1997;SPC TN       -   176,723.848   772,276.567   MT  0.99994930   +1 07 02.9
 FC1997;SPC TN       -   579,801.49  2,533,710.70   sFT  0.99994930   +1 07 02.9
 FC1997;UTM  16      - 3,977,990.290   762,491.529   MT  1.00044910   +1 42 25.4
 FC1997
 FC1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1997!SPC TN       -   0.99996116  x   0.99994930  =   0.99991046
 FC1997!UTM  16      -   0.99996116  x   1.00044910  =   1.00041024
 FC1997
 FC1997:                Primary Azimuth Mark                     Grid Az
 FC1997:SPC TN       -  GPS 0002                                 081 05 13.8
 FC1997:UTM  16      -  GPS 0002                                 080 29 51.3
 FC1997
 FC1997|---------------------------------------------------------------------|
 FC1997| PID    Reference Object                     Distance      Geod. Az  |
 FC1997|                                                           dddmmss.s |
 FC1997| FC1998 GPS 0002                            426.786 METERS 0821216.7 |
 FC1997|---------------------------------------------------------------------|
 FC1997
 FC1997                          SUPERSEDED SURVEY CONTROL
 FC1997
 FC1997  NAD 83(1995)-  35 54 39.70236(N)    084 05 28.37959(W) AD(       ) 1
 FC1997  ELLIP H (05/28/93)  247.46   (m)                       GP(       ) 4 2
 FC1997  NGVD 29 (05/28/93)  278.3    (m)          913.     (f) GPS OBS        
 FC1997
 FC1997.Superseded values are not recommended for survey control.
 FC1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1997.See file dsdata.txt to determine how the superseded data were derived.
 FC1997
 FC1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6249277990(NAD 83)
 FC1997_MARKER: DD = SURVEY DISK
 FC1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1997_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1997+STABILITY: SURFACE MOTION
 FC1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1997+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC1997
 FC1997  HISTORY     - Date     Condition        Report By
 FC1997  HISTORY     - 1988     MONUMENTED       AEROS
 FC1997
 FC1997                          STATION DESCRIPTION
 FC1997
 FC1997'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1997'THE STATION IS LOCATED ABOUT 16.7 KM (10.3 MI)
 FC1997'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC1997'0.8 KM (0.5 MI) SOUTH OF THE JUNCTION OF INTERSTATE 40 AND CEDAR
 FC1997'BLUFF ROAD,
 FC1997'2.67 KM (1.65 MI) EAST OF THE JUNCTION OF INTERSTATE 40 AND MABRY
 FC1997'HOOD ROAD.
 FC1997'OWNERSHIP--CITY OF KNOXVILLE.
 FC1997'
 FC1997'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FC1997'INTERSTATE 275, GO WEST-SOUTHWEST FOR 15.80 KM (9.75 MI) ON
 FC1997'INTERSTATE 40 TO THE CEDAR BLUFF ROAD EXIT.
 FC1997'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.76 KM (0.47 MI) ON CEDAR BLUFF
 FC1997'ROAD TO THE JUNCTION WITH KINGSTON PIKE.
 FC1997'TURN RIGHT AND GO WEST FOR 0.53 KM (0.33 MI) ON KINGSTON PIKE TO
 FC1997'THE STATION ON THE RIGHT AT THE INTERSECTION OF MARKET PLACE DRIVE.
 FC1997'
 FC1997'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC1997'STAMPED---GPS 0001 1988---,
 FC1997'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC1997'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC1997'14.9 METERS (49.0 FT) WEST FROM THE CENTERLINE OF MARKET PLACE DRIVE,
 FC1997'8.4 METERS (27.5 FT) NORTHEAST FROM A POWER POLE NUMBERED 781175,
 FC1997'AND 17.2 METERS (56.5 FT) SOUTHWEST FROM THE CENTER OF A HEADWALL IN
 FC1997'A DETENTION BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1998 ***********************************************************************
 FC1998  DESIGNATION -  GPS 0002
 FC1998  PID         -  FC1998
 FC1998  STATE/COUNTY-  TN/KNOX
 FC1998  USGS QUAD   -  BEARDEN (1990)
 FC1998
 FC1998                         *CURRENT SURVEY CONTROL
 FC1998  ___________________________________________________________________
 FC1998* NAD 83(1995)-  35 54 41.57932(N)    084 05 11.50896(W)     ADJUSTED  
 FC1998* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 FC1998  ___________________________________________________________________
 FC1998  X           -     532,848.248 (meters)                     COMP
 FC1998  Y           -  -5,144,437.409 (meters)                     COMP
 FC1998  Z           -   3,720,390.715 (meters)                     COMP
 FC1998  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FC1998  ELLIP HEIGHT-         244.49  (meters)          (04/12/99) GPS OBS
 FC1998  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC1998
 FC1998  HORZ ORDER  -  FIRST
 FC1998  ELLP ORDER  -  FOURTH    CLASS I
 FC1998
 FC1998.The horizontal coordinates were established by GPS observations
 FC1998.and adjusted by the National Geodetic Survey in April 1999..
 FC1998
 FC1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1998
 FC1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1998
 FC1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1998
 FC1998.The ellipsoidal height was determined by GPS observations
 FC1998.and is referenced to NAD 83.
 FC1998
 FC1998.The geoid height was determined by GEOID03.
 FC1998
 FC1998;                    North         East     Units Scale Factor Converg.
 FC1998;SPC TN       -   176,789.967   772,698.178   MT  0.99994931   +1 07 12.8
 FC1998;SPC TN       -   580,018.42  2,535,093.94   sFT  0.99994931   +1 07 12.8
 FC1998;UTM  16      - 3,978,060.780   762,912.648   MT  1.00045183   +1 42 35.4
 FC1998
 FC1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1998!SPC TN       -   0.99996163  x   0.99994931  =   0.99991094
 FC1998!UTM  16      -   0.99996163  x   1.00045183  =   1.00041344
 FC1998
 FC1998:                Primary Azimuth Mark                     Grid Az
 FC1998:SPC TN       -  GPS 0001                                 261 05 13.7
 FC1998:UTM  16      -  GPS 0001                                 260 29 51.1
 FC1998
 FC1998|---------------------------------------------------------------------|
 FC1998| PID    Reference Object                     Distance      Geod. Az  |
 FC1998|                                                           dddmmss.s |
 FC1998| FC1997 GPS 0001                            426.786 METERS 2621226.5 |
 FC1998|---------------------------------------------------------------------|
 FC1998
 FC1998                          SUPERSEDED SURVEY CONTROL
 FC1998
 FC1998  NAD 83(1995)-  35 54 41.58024(N)    084 05 11.51538(W) AD(       ) 1
 FC1998  ELLIP H (05/28/93)  244.46   (m)                       GP(       ) 4 2
 FC1998  NGVD 29 (05/28/93)  275.3    (m)          903.     (f) GPS OBS        
 FC1998
 FC1998.Superseded values are not recommended for survey control.
 FC1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1998.See file dsdata.txt to determine how the superseded data were derived.
 FC1998
 FC1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6291378061(NAD 83)
 FC1998_MARKER: DD = SURVEY DISK
 FC1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1998_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1998+STABILITY: SURFACE MOTION
 FC1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1998+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC1998
 FC1998  HISTORY     - Date     Condition        Report By
 FC1998  HISTORY     - 1988     MONUMENTED       AEROS
 FC1998
 FC1998                          STATION DESCRIPTION
 FC1998
 FC1998'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1998'THE STATION IS LOCATED ABOUT 16.2 KM (10.0 MI)
 FC1998'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC1998'0.8 KM (0.5 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF INTERSTATE 40
 FC1998'AND CEDAR BLUFF ROAD, AND AT THE JUNCTION OF KINGSTON PIKE AND
 FC1998'CEDAR BLUFF ROAD.
 FC1998'OWNERSHIP--CITY OF KNOXVILLE.
 FC1998'
 FC1998'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275,
 FC1998'GO WEST-SOUTHWEST FOR 15.80 KM (9.75 MI) ON INTERSTATE 40 TO THE
 FC1998'CEDAR BLUFF ROAD EXIT.
 FC1998'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.76 KM (0.47 MI) ON CEDAR
 FC1998'BLUFF ROAD TO THE JUNCTION WITH KINGSTON PIKE AND THE STATION IN
 FC1998'THE MEDIAN ON THE SOUTH SIDE OF KINGSTON PIKE AT THE CENTERLINE
 FC1998'EXTENSION OF CEDAR BLUFF ROAD.
 FC1998'
 FC1998'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC1998'STAMPED---GPS 0002 1988---,
 FC1998'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC1998'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC1998'6.5 METERS (21.5 FT) NORTH FROM THE CENTERLINE FACE OF A DECORATIVE
 FC1998'BRICK WALL WITH THE WORDS--CEDAR BLUFF,
 FC1998'6.1 METERS (20.0 FT) EAST FROM THE CENTERLINE OF THE SOUTHBOUND
 FC1998'LANE OF SOUTH CEDAR BLUFF ROAD,
 FC1998'0.6 METERS (2.0 FT) SOUTH FROM THE APEX OF THE FACE OF A CURB IN
 FC1998'THE CENTRAL MEDIAN OF SOUTH CEDAR BLUFF ROAD, AND
 FC1998'17.1 METERS (56.0 FT) EAST FROM THE SUPPORT OF AN EXXON SIGN FOR
 FC1998'THE SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1999 ***********************************************************************
 FC1999  DESIGNATION -  GPS 0003
 FC1999  PID         -  FC1999
 FC1999  STATE/COUNTY-  TN/KNOX
 FC1999  USGS QUAD   -  BEARDEN (1990)
 FC1999
 FC1999                         *CURRENT SURVEY CONTROL
 FC1999  ___________________________________________________________________
 FC1999* NAD 83(1995)-  35 55 35.08926(N)    084 02 37.57418(W)     ADJUSTED  
 FC1999* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 FC1999  ___________________________________________________________________
 FC1999  X           -     536,590.786 (meters)                     COMP
 FC1999  Y           -  -5,143,112.503 (meters)                     COMP
 FC1999  Z           -   3,721,753.023 (meters)                     COMP
 FC1999  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FC1999  ELLIP HEIGHT-         289.84  (meters)          (04/12/99) GPS OBS
 FC1999  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC1999
 FC1999  HORZ ORDER  -  FIRST
 FC1999  ELLP ORDER  -  FOURTH    CLASS I
 FC1999
 FC1999.The horizontal coordinates were established by GPS observations
 FC1999.and adjusted by the National Geodetic Survey in April 1999..
 FC1999
 FC1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1999
 FC1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1999
 FC1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1999
 FC1999.The ellipsoidal height was determined by GPS observations
 FC1999.and is referenced to NAD 83.
 FC1999
 FC1999.The geoid height was determined by GEOID03.
 FC1999
 FC1999;                    North         East     Units Scale Factor Converg.
 FC1999;SPC TN       -   178,515.109   776,523.935   MT  0.99994970   +1 08 42.9
 FC1999;SPC TN       -   585,678.32  2,547,645.61   sFT  0.99994970   +1 08 42.9
 FC1999;UTM  16      - 3,979,826.131   766,722.399   MT  1.00047670   +1 44 08.1
 FC1999;UTM  17      - 3,980,069.077   225,376.997   MT  1.00052941   -1 47 13.3
 FC1999
 FC1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1999!SPC TN       -   0.99995451  x   0.99994970  =   0.99990421
 FC1999!UTM  16      -   0.99995451  x   1.00047670  =   1.00043119
 FC1999!UTM  17      -   0.99995451  x   1.00052941  =   1.00048390
 FC1999
 FC1999                          SUPERSEDED SURVEY CONTROL
 FC1999
 FC1999  NAD 83(1995)-  35 55 35.09016(N)    084 02 37.58067(W) AD(       ) 1
 FC1999  ELLIP H (05/28/93)  289.81   (m)                       GP(       ) 4 2
 FC1999  NGVD 29 (05/28/93)  320.7    (m)         1052.     (f) GPS OBS        
 FC1999
 FC1999.Superseded values are not recommended for survey control.
 FC1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1999.See file dsdata.txt to determine how the superseded data were derived.
 FC1999
 FC1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6672279826(NAD 83)
 FC1999_MARKER: DD = SURVEY DISK
 FC1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1999_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1999+STABILITY: SURFACE MOTION
 FC1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1999+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC1999
 FC1999  HISTORY     - Date     Condition        Report By
 FC1999  HISTORY     - 1988     MONUMENTED       AEROS
 FC1999
 FC1999                          STATION DESCRIPTION
 FC1999
 FC1999'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1999'THE STATION IS LOCATED ABOUT 12.0 KM (7.4 MI)
 FC1999'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC1999'0.6 KM (0.4 MI) WEST-SOUTHWEST OF THE JUNCTION OF KINGSTON PIKE AND
 FC1999'MORRELL ROAD,
 FC1999'1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF MIDDLEBROOK PIKE
 FC1999'AND VANOSDALE ROAD.
 FC1999'OWNERSHIP--CITY OF KNOXVILLE.
 FC1999'
 FC1999'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC1999'WEST-SOUTHWEST FOR 11.3 KM (7.0 MI) ON INTERSTATE 40 TO THE WEST
 FC1999'HILLS EXIT TO KINGSTON PIKE.
 FC1999'TURN RIGHT AND GO WEST FOR 0.43 KM (0.27 MI) ON KINGSTON PIKE TO
 FC1999'THE STATION ON THE RIGHT AT 7821 KINGSTON PIKE AT THE FIRST
 FC1999'AMERICAN BANK.
 FC1999'
 FC1999'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC1999'STAMPED---GPS 0003 1988---,
 FC1999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC1999'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC1999'11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF KINGSTON PIKE,
 FC1999'7.9 METERS (26.0 FT) SOUTHWEST FROM A SANITARY MANHOLE, AND
 FC1999'18.0 METERS (59.0 FT) WEST FROM A POWER POLE NUMBERED 13837.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2000 ***********************************************************************
 FC2000  DESIGNATION -  GPS 0004
 FC2000  PID         -  FC2000
 FC2000  STATE/COUNTY-  TN/KNOX
 FC2000  USGS QUAD   -  BEARDEN (1990)
 FC2000
 FC2000                         *CURRENT SURVEY CONTROL
 FC2000  ___________________________________________________________________
 FC2000* NAD 83(1995)-  35 55 41.44213(N)    084 02 10.35365(W)     ADJUSTED  
 FC2000* NAVD 88     -       303.7    (meters)     996.     (feet)  VERTCON   
 FC2000  ___________________________________________________________________
 FC2000  X           -     537,256.157 (meters)                     COMP
 FC2000  Y           -  -5,142,913.808 (meters)                     COMP
 FC2000  Z           -   3,721,901.705 (meters)                     COMP
 FC2000  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FC2000  ELLIP HEIGHT-         273.00  (meters)          (04/12/99) GPS OBS
 FC2000  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC2000
 FC2000  HORZ ORDER  -  FIRST
 FC2000  ELLP ORDER  -  FOURTH    CLASS I
 FC2000
 FC2000.The horizontal coordinates were established by GPS observations
 FC2000.and adjusted by the National Geodetic Survey in April 1999..
 FC2000
 FC2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2000
 FC2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2000
 FC2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2000
 FC2000.The ellipsoidal height was determined by GPS observations
 FC2000.and is referenced to NAD 83.
 FC2000
 FC2000.The geoid height was determined by GEOID03.
 FC2000
 FC2000;                    North         East     Units Scale Factor Converg.
 FC2000;SPC TN       -   178,724.530   777,202.219   MT  0.99994975   +1 08 58.9
 FC2000;SPC TN       -   586,365.40  2,549,870.95   sFT  0.99994975   +1 08 58.9
 FC2000;UTM  16      - 3,980,042.644   767,398.847   MT  1.00048115   +1 44 24.3
 FC2000;UTM  17      - 3,980,243.626   226,065.504   MT  1.00052476   -1 46 57.6
 FC2000
 FC2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2000!SPC TN       -   0.99995715  x   0.99994975  =   0.99990691
 FC2000!UTM  16      -   0.99995715  x   1.00048115  =   1.00043828
 FC2000!UTM  17      -   0.99995715  x   1.00052476  =   1.00048189
 FC2000
 FC2000                          SUPERSEDED SURVEY CONTROL
 FC2000
 FC2000  NAD 83(1995)-  35 55 41.44300(N)    084 02 10.36017(W) AD(       ) 1
 FC2000  ELLIP H (05/28/93)  272.96   (m)                       GP(       ) 4 2
 FC2000  NGVD 29 (05/28/93)  303.9    (m)          997.     (f) GPS OBS        
 FC2000
 FC2000.Superseded values are not recommended for survey control.
 FC2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2000.See file dsdata.txt to determine how the superseded data were derived.
 FC2000
 FC2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6739980043(NAD 83)
 FC2000_MARKER: DD = SURVEY DISK
 FC2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2000_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2000+STABILITY: SURFACE MOTION
 FC2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2000+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2000
 FC2000  HISTORY     - Date     Condition        Report By
 FC2000  HISTORY     - 1988     MONUMENTED       AEROS
 FC2000
 FC2000                          STATION DESCRIPTION
 FC2000
 FC2000'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2000'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 FC2000'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2000'1.4 KM (0.9 MI) SOUTH OF THE JUNCTION OF MIDDLEBROOK PIKE AND
 FC2000'VANOSDALE ROAD, AT THE JUNCTION OF KINGSTON PIKE AND MORRELL ROAD.
 FC2000'OWNERSHIP--CITY OF KNOXVILLE.
 FC2000'
 FC2000'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275,  GO
 FC2000'WEST-SOUTHWEST FOR 11.3 KM (7.0 MI) ON INTERSTATE 40 TO THE WEST
 FC2000'HILLS EXIT TO KINGSTON PIKE.
 FC2000'TURN LEFT AND GO EAST FOR 0.23 KM (0.14 MI) ON KINGSTON PIKE TO THE
 FC2000'INTERSECTION OF MORRELL ROAD.
 FC2000'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 15 METERS (50 FT) ON MORRELL
 FC2000'ROAD TO THE STATION ON THE RIGHT.
 FC2000'
 FC2000'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2000'STAMPED---GPS 0004 1988---,
 FC2000'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2000'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2000'1.8 METERS (6.0 FT) WEST FROM THE FACE OF A CURB,
 FC2000'6.2 METERS (20.5 FT) SOUTHEAST FROM A METAL LIGHT POLE, AND
 FC2000'12.5 METERS (41.0 FT) WEST FROM THE CENTERLINE OF THE CONCRETE LANE
 FC2000'DIVIDER IN THE MIDDLE OF MORRELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2001 ***********************************************************************
 FC2001  DESIGNATION -  GPS 0005
 FC2001  PID         -  FC2001
 FC2001  STATE/COUNTY-  TN/KNOX
 FC2001  USGS QUAD   -  BEARDEN (1990)
 FC2001
 FC2001                         *CURRENT SURVEY CONTROL
 FC2001  ___________________________________________________________________
 FC2001* NAD 83(1995)-  35 56 26.42967(N)    084 02 13.49668(W)     ADJUSTED  
 FC2001* NAVD 88     -       312.0    (meters)    1024.     (feet)  VERTCON   
 FC2001  ___________________________________________________________________
 FC2001  X           -     537,093.944 (meters)                     COMP
 FC2001  Y           -  -5,142,119.258 (meters)                     COMP
 FC2001  Z           -   3,723,029.289 (meters)                     COMP
 FC2001  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FC2001  ELLIP HEIGHT-         281.23  (meters)          (04/12/99) GPS OBS
 FC2001  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC2001
 FC2001  HORZ ORDER  -  FIRST
 FC2001  ELLP ORDER  -  FOURTH    CLASS I
 FC2001
 FC2001.The horizontal coordinates were established by GPS observations
 FC2001.and adjusted by the National Geodetic Survey in April 1999..
 FC2001
 FC2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2001
 FC2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2001
 FC2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2001
 FC2001.The ellipsoidal height was determined by GPS observations
 FC2001.and is referenced to NAD 83.
 FC2001
 FC2001.The geoid height was determined by GEOID03.
 FC2001
 FC2001;                    North         East     Units Scale Factor Converg.
 FC2001;SPC TN       -   180,109.189   777,095.642   MT  0.99995013   +1 08 57.0
 FC2001;SPC TN       -   590,908.23  2,549,521.29   sFT  0.99995013   +1 08 57.0
 FC2001;UTM  16      - 3,981,426.866   767,277.937   MT  1.00048035   +1 44 24.4
 FC2001;UTM  17      - 3,981,632.723   226,029.887   MT  1.00052499   -1 47 01.4
 FC2001
 FC2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2001!SPC TN       -   0.99995586  x   0.99995013  =   0.99990599
 FC2001!UTM  16      -   0.99995586  x   1.00048035  =   1.00043619
 FC2001!UTM  17      -   0.99995586  x   1.00052499  =   1.00048083
 FC2001
 FC2001                          SUPERSEDED SURVEY CONTROL
 FC2001
 FC2001  NAD 83(1995)-  35 56 26.43055(N)    084 02 13.50318(W) AD(       ) 1
 FC2001  ELLIP H (05/28/93)  281.19   (m)                       GP(       ) 4 2
 FC2001  NGVD 29 (05/28/93)  312.1    (m)         1024.     (f) GPS OBS        
 FC2001
 FC2001.Superseded values are not recommended for survey control.
 FC2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2001.See file dsdata.txt to determine how the superseded data were derived.
 FC2001
 FC2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6727881427(NAD 83)
 FC2001_MARKER: DD = SURVEY DISK
 FC2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2001_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2001+STABILITY: SURFACE MOTION
 FC2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2001+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2001
 FC2001  HISTORY     - Date     Condition        Report By
 FC2001  HISTORY     - 1988     MONUMENTED       AEROS
 FC2001
 FC2001                          STATION DESCRIPTION
 FC2001
 FC2001'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2001'THE STATION IS LOCATED ABOUT 11.0 KM (6.8 MI)
 FC2001'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2001'1.3 KM (0.8 MI) NORTH OF THE JUNCTION OF KINGSTON PIKE AND MORRELL
 FC2001'ROAD, AND AT THE JUNCTION OF MIDDLEBROOK PIKE AND VANOSDALE ROAD.
 FC2001'OWNERSHIP--CITY OF KNOXVILLE.
 FC2001'
 FC2001'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2001'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2001'PAPERMILL ROAD EXIT.
 FC2001'TURN LEFT AND GO WEST-SOUTHWEST FOR 1.23 KM (0.76 MI) ON PAPERMILL
 FC2001'ROAD TO THE INTERSECTION OF WEISGARBER ROAD.
 FC2001'TURN RIGHT AND GO NORTH-NORTHWEST FOR 1.54 KM (0.95 MI) ON
 FC2001'WEISGARBER ROAD TO THE INTERSECTION OF MIDDLEBROOK PIKE.
 FC2001'TURN LEFT AND GO WEST-SOUTHWEST FOR 2.38 KM (1.47 MI) ON
 FC2001'MIDDLEBROOK PIKE TO THE INTERSECTION OF VANOSDALE ROAD AND THE
 FC2001'STATION ON THE LEFT AT THE MIDDLEBROOK UNITED METHODIST CHURCH.
 FC2001'
 FC2001'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2001'STAMPED---GPS 0005 1988---,
 FC2001'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2001'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2001'0.6 METERS (2.0 FT) EAST FROM THE FACE OF A CURB,
 FC2001'9.6 METERS (31.5 FT) SOUTHWEST FROM A POWER POLE NUMBERED 142, AND
 FC2001'14.3 METERS (47.0 FT) EAST FROM THE PROJECTION OF THE CENTERLINE OF
 FC2001'VANOSDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2002 ***********************************************************************
 FC2002  DESIGNATION -  GPS 0006
 FC2002  PID         -  FC2002
 FC2002  STATE/COUNTY-  TN/KNOX
 FC2002  USGS QUAD   -  BEARDEN (1990)
 FC2002
 FC2002                         *CURRENT SURVEY CONTROL
 FC2002  ___________________________________________________________________
 FC2002* NAD 83(1995)-  35 54 59.23223(N)    084 01 21.88306(W)     ADJUSTED  
 FC2002* NAVD 88     -       303.9    (meters)     997.     (feet)  VERTCON   
 FC2002  ___________________________________________________________________
 FC2002  X           -     538,544.187 (meters)                     COMP
 FC2002  Y           -  -5,143,546.717 (meters)                     COMP
 FC2002  Z           -   3,720,848.225 (meters)                     COMP
 FC2002  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FC2002  ELLIP HEIGHT-         273.19  (meters)          (04/12/99) GPS OBS
 FC2002  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC2002
 FC2002  HORZ ORDER  -  FIRST
 FC2002  ELLP ORDER  -  FOURTH    CLASS I
 FC2002
 FC2002.The horizontal coordinates were established by GPS observations
 FC2002.and adjusted by the National Geodetic Survey in April 1999..
 FC2002
 FC2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2002
 FC2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2002
 FC2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2002
 FC2002.The ellipsoidal height was determined by GPS observations
 FC2002.and is referenced to NAD 83.
 FC2002
 FC2002.The geoid height was determined by GEOID03.
 FC2002
 FC2002;                    North         East     Units Scale Factor Converg.
 FC2002;SPC TN       -   177,448.349   778,443.261   MT  0.99994943   +1 09 27.2
 FC2002;SPC TN       -   582,178.46  2,553,942.60   sFT  0.99994943   +1 09 27.2
 FC2002;UTM  16      - 3,978,778.637   768,653.641   MT  1.00048944   +1 44 51.1
 FC2002;UTM  17      - 3,978,904.869   227,240.313   MT  1.00051684   -1 46 27.3
 FC2002
 FC2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2002!SPC TN       -   0.99995712  x   0.99994943  =   0.99990656
 FC2002!UTM  16      -   0.99995712  x   1.00048944  =   1.00044654
 FC2002!UTM  17      -   0.99995712  x   1.00051684  =   1.00047394
 FC2002
 FC2002                          SUPERSEDED SURVEY CONTROL
 FC2002
 FC2002  NAD 83(1995)-  35 54 59.23310(N)    084 01 21.88958(W) AD(       ) 1
 FC2002  ELLIP H (05/28/93)  273.15   (m)                       GP(       ) 4 2
 FC2002  NGVD 29 (05/28/93)  304.1    (m)          998.     (f) GPS OBS        
 FC2002
 FC2002.Superseded values are not recommended for survey control.
 FC2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2002.See file dsdata.txt to determine how the superseded data were derived.
 FC2002
 FC2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6865478779(NAD 83)
 FC2002_MARKER: DD = SURVEY DISK
 FC2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2002_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2002+STABILITY: SURFACE MOTION
 FC2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2002+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2002
 FC2002  HISTORY     - Date     Condition        Report By
 FC2002  HISTORY     - 1988     MONUMENTED       AEROS
 FC2002
 FC2002                          STATION DESCRIPTION
 FC2002
 FC2002'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2002'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI)
 FC2002'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2002'1.8 KM (1.1 MI) SOUTHEAST OF THE JUNCTION OF KINGSTON PIKE AND
 FC2002'MORRELL ROAD,
 FC2002'0.5 KM (0.3 MI) EAST-NORTHEAST OF THE JUNCTION OF MORRELL ROAD AND
 FC2002'WESTLAND DRIVE.
 FC2002'OWNERSHIP--CITY OF KNOXVILLE.
 FC2002'
 FC2002'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2002'WEST-SOUTHWEST FOR 11.3 KM (7.0 MI) ON INTERSTATE 40 TO THE WEST
 FC2002'HILLS EXIT TO KINGSTON PIKE.
 FC2002'TURN LEFT AND GO EAST FOR 0.23 KM (0.14 MI) ON KINGSTON PIKE TO THE
 FC2002'INTERSECTION OF MORRELL ROAD.
 FC2002'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.68 KM (1.04 MI) ON MORRELL
 FC2002'ROAD TO THE INTERSECTION OF WESTLAND DRIVE.
 FC2002'TURN LEFT AND GO EAST FOR 0.45 KM (0.28 MI) ON WESTLAND DRIVE TO
 FC2002'THE INTERSECTION OF WESTMORELAND HEIGHTS DRIVE AND THE STATION ON
 FC2002'THE RIGHT.
 FC2002'
 FC2002'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2002'STAMPED---GPS 0006 1988---,
 FC2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2002'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2002'7.4 METERS (24.3 FT) SOUTH FROM THE CENTERLINE OF WESTLAND DRIVE,
 FC2002'0.7 METERS (2.2 FT) SOUTH FROM THE FACE OF A CURB, AND
 FC2002'6.6 METERS (21.6 FT) EAST FROM THE CENTERLINE OF A SANITARY
 FC2002'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2003 ***********************************************************************
 FC2003  DESIGNATION -  GPS 0007
 FC2003  PID         -  FC2003
 FC2003  STATE/COUNTY-  TN/KNOX
 FC2003  USGS QUAD   -  BEARDEN (1990)
 FC2003
 FC2003                         *CURRENT SURVEY CONTROL
 FC2003  ___________________________________________________________________
 FC2003* NAD 83(1995)-  35 57 02.55230(N)    084 00 52.77964(W)     ADJUSTED  
 FC2003* NAVD 88     -       286.5    (meters)     940.     (feet)  VERTCON   
 FC2003  ___________________________________________________________________
 FC2003  X           -     539,035.851 (meters)                     COMP
 FC2003  Y           -  -5,141,238.142 (meters)                     COMP
 FC2003  Z           -   3,723,915.717 (meters)                     COMP
 FC2003  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FC2003  ELLIP HEIGHT-         255.75  (meters)          (04/12/99) GPS OBS
 FC2003  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2003
 FC2003  HORZ ORDER  -  FIRST
 FC2003  ELLP ORDER  -  FOURTH    CLASS I
 FC2003
 FC2003.The horizontal coordinates were established by GPS observations
 FC2003.and adjusted by the National Geodetic Survey in April 1999..
 FC2003
 FC2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2003
 FC2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2003
 FC2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2003
 FC2003.The ellipsoidal height was determined by GPS observations
 FC2003.and is referenced to NAD 83.
 FC2003
 FC2003.The geoid height was determined by GEOID03.
 FC2003
 FC2003;                    North         East     Units Scale Factor Converg.
 FC2003;SPC TN       -   181,263.069   779,095.656   MT  0.99995047   +1 09 44.3
 FC2003;SPC TN       -   594,693.92  2,556,083.00   sFT  0.99995047   +1 09 44.3
 FC2003;UTM  16      - 3,982,601.950   769,267.006   MT  1.00049350   +1 45 13.4
 FC2003;UTM  17      - 3,982,683.347   228,087.492   MT  1.00051115   -1 46 15.5
 FC2003
 FC2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2003!SPC TN       -   0.99995986  x   0.99995047  =   0.99991033
 FC2003!UTM  16      -   0.99995986  x   1.00049350  =   1.00045334
 FC2003!UTM  17      -   0.99995986  x   1.00051115  =   1.00047099
 FC2003
 FC2003:                Primary Azimuth Mark                     Grid Az
 FC2003:SPC TN       -  GPS 0013                                 138 57 03.8
 FC2003:UTM  16      -  GPS 0013                                 138 21 34.7
 FC2003:UTM  17      -  GPS 0013                                 141 53 03.6
 FC2003
 FC2003|---------------------------------------------------------------------|
 FC2003| PID    Reference Object                     Distance      Geod. Az  |
 FC2003|                                                           dddmmss.s |
 FC2003| FC2008 GPS 0013                            APPROX. 1.6 KM 1400648.1 |
 FC2003|---------------------------------------------------------------------|
 FC2003
 FC2003                          SUPERSEDED SURVEY CONTROL
 FC2003
 FC2003  NAD 83(1995)-  35 57 02.55321(N)    084 00 52.78613(W) AD(       ) 1
 FC2003  ELLIP H (05/28/93)  255.71   (m)                       GP(       ) 4 2
 FC2003  NGVD 29 (05/28/93)  286.6    (m)          940.     (f) GPS OBS        
 FC2003
 FC2003.Superseded values are not recommended for survey control.
 FC2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2003.See file dsdata.txt to determine how the superseded data were derived.
 FC2003
 FC2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6926782602(NAD 83)
 FC2003_MARKER: DD = SURVEY DISK
 FC2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2003_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2003+STABILITY: SURFACE MOTION
 FC2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2003+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2003
 FC2003  HISTORY     - Date     Condition        Report By
 FC2003  HISTORY     - 1988     MONUMENTED       AEROS
 FC2003
 FC2003                          STATION DESCRIPTION
 FC2003
 FC2003'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2003'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI)
 FC2003'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2003'1.6 KM (1.0 MI) NORTHWEST OF THE OVERPASS JUNCTION OF INTERSTATE 40
 FC2003'AND PAPERMILL ROAD, AND AT THE INTERSECTION OF MIDDLEBROOK PIKE AND
 FC2003'EAST WEISGARBER ROAD.
 FC2003'OWNERSHIP--CITY OF KNOXVILLE.
 FC2003'
 FC2003'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2003'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2003'PAPERMILL ROAD EXIT.
 FC2003'TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.23 KM (0.76 MI) ON
 FC2003'PAPERMILL ROAD TO THE INTERSECTION OF WEISGARBER ROAD.
 FC2003'TURN RIGHT AND GO NORTH-NORTHWEST FOR 1.54 KM (0.95 MI) ON
 FC2003'WEISGARBER ROAD TO THE INTERSECTION OF MIDDLEBROOK PIKE AND THE
 FC2003'STATION ON THE LEFT IN A GRAVEL ISLAND.
 FC2003'
 FC2003'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2003'STAMPED---GPS 0007 1988---,
 FC2003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2003'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2003'12.2 METERS (40.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 FC2003'MIDDLEBROOK PIKE FROM THE MEDIAN,
 FC2003'4.6 METERS (15.0 FT) NORTH FROM A TRAFFIC LIGHT POLE, AND
 FC2003'13.5 METERS (44.2 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 FC2003'WEISGARBER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2004 ***********************************************************************
 FC2004  DESIGNATION -  GPS 0008
 FC2004  PID         -  FC2004
 FC2004  STATE/COUNTY-  TN/KNOX
 FC2004  USGS QUAD   -  BEARDEN (1990)
 FC2004
 FC2004                         *CURRENT SURVEY CONTROL
 FC2004  ___________________________________________________________________
 FC2004* NAD 83(1995)-  35 57 21.77067(N)    084 00 24.49812(W)     ADJUSTED  
 FC2004* NAVD 88     -       291.5    (meters)     956.     (feet)  VERTCON   
 FC2004  ___________________________________________________________________
 FC2004  X           -     539,704.881 (meters)                     COMP
 FC2004  Y           -  -5,140,822.285 (meters)                     COMP
 FC2004  Z           -   3,724,398.147 (meters)                     COMP
 FC2004  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FC2004  ELLIP HEIGHT-         260.71  (meters)          (04/12/99) GPS OBS
 FC2004  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2004
 FC2004  HORZ ORDER  -  FIRST
 FC2004  ELLP ORDER  -  FOURTH    CLASS I
 FC2004
 FC2004.The horizontal coordinates were established by GPS observations
 FC2004.and adjusted by the National Geodetic Survey in April 1999..
 FC2004
 FC2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2004
 FC2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2004
 FC2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2004
 FC2004.The ellipsoidal height was determined by GPS observations
 FC2004.and is referenced to NAD 83.
 FC2004
 FC2004.The geoid height was determined by GEOID03.
 FC2004
 FC2004;                    North         East     Units Scale Factor Converg.
 FC2004;SPC TN       -   181,869.664   779,792.176   MT  0.99995066   +1 10 00.8
 FC2004;SPC TN       -   596,684.06  2,558,368.16   sFT  0.99995066   +1 10 00.8
 FC2004;UTM  16      - 3,983,216.039   769,957.603   MT  1.00049809   +1 45 30.8
 FC2004;UTM  17      - 3,983,253.822   228,814.547   MT  1.00050628   -1 45 59.6
 FC2004
 FC2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2004!SPC TN       -   0.99995908  x   0.99995066  =   0.99990975
 FC2004!UTM  16      -   0.99995908  x   1.00049809  =   1.00045715
 FC2004!UTM  17      -   0.99995908  x   1.00050628  =   1.00046534
 FC2004
 FC2004:                Primary Azimuth Mark                     Grid Az
 FC2004:SPC TN       -  GPS 0007                                 228 56 51.4
 FC2004:UTM  16      -  GPS 0007                                 228 21 21.4
 FC2004:UTM  17      -  GPS 0007                                 231 52 51.8
 FC2004
 FC2004|---------------------------------------------------------------------|
 FC2004| PID    Reference Object                     Distance      Geod. Az  |
 FC2004|                                                           dddmmss.s |
 FC2004| FC2003 GPS 0007                            APPROX. 0.9 KM 2300652.2 |
 FC2004|---------------------------------------------------------------------|
 FC2004
 FC2004                          SUPERSEDED SURVEY CONTROL
 FC2004
 FC2004  NAD 83(1995)-  35 57 21.77157(N)    084 00 24.50462(W) AD(       ) 1
 FC2004  ELLIP H (05/28/93)  260.67   (m)                       GP(       ) 4 2
 FC2004  NGVD 29 (05/28/93)  291.6    (m)          957.     (f) GPS OBS        
 FC2004
 FC2004.Superseded values are not recommended for survey control.
 FC2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2004.See file dsdata.txt to determine how the superseded data were derived.
 FC2004
 FC2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6995883216(NAD 83)
 FC2004_MARKER: DD = SURVEY DISK
 FC2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2004_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2004+STABILITY: SURFACE MOTION
 FC2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2004+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2004
 FC2004  HISTORY     - Date     Condition        Report By
 FC2004  HISTORY     - 1988     MONUMENTED       AEROS
 FC2004
 FC2004                          STATION DESCRIPTION
 FC2004
 FC2004'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2004'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 FC2004'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2004'1.6 KM (1.0 MI) NORTH-NORTHWEST OF THE OVERPASS JUNCTION OF
 FC2004'INTERSTATE 40 AND PAPERMILL ROAD,
 FC2004'1.0 KM (0.6 MI) NORTHEAST OF THE JUNCTION OF MIDDLEBROOK PIKE AND
 FC2004'EAST WEISGARBER ROAD.
 FC2004'OWNERSHIP--CITY OF KNOXVILLE.
 FC2004'
 FC2004'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2004'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2004'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.23
 FC2004'KM (0.76 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF WEISGARBER
 FC2004'ROAD.
 FC2004'TURN RIGHT AND GO NORTH-NORTHWEST FOR 1.54 KM (0.95 MI) ON
 FC2004'WEISGARBER ROAD TO THE INTERSECTION OF MIDDLEBROOK PIKE.
 FC2004'TURN RIGHT AND GO NORTHEAST FOR 0.92 KM (0.57 MI) ON MIDDLEBROOK
 FC2004'PIKE TO THE STATION ON THE LEFT AT GOLDEN GALLON MARKET.
 FC2004'
 FC2004'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2004'STAMPED---GPS 0008 1988---,
 FC2004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2004'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2004'13.7 METERS (45.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FC2004'THE MEDIAN OF MIDDLEBROOK PIKE,
 FC2004'10.5 METERS (34.4 FT) SOUTHWEST FROM A POWER POLE NUMBERED 73, AND
 FC2004'14.0 METERS (46.0 FT) WEST-SOUTHWEST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2005 ***********************************************************************
 FC2005  DESIGNATION -  GPS 0009
 FC2005  PID         -  FC2005
 FC2005  STATE/COUNTY-  TN/KNOX
 FC2005  USGS QUAD   -  BEARDEN (1990)
 FC2005
 FC2005                         *CURRENT SURVEY CONTROL
 FC2005  ___________________________________________________________________
 FC2005* NAD 83(1995)-  35 58 34.85781(N)    084 00 34.45304(W)     ADJUSTED  
 FC2005* NAVD 88     -       297.5    (meters)     976.     (feet)  VERTCON   
 FC2005  ___________________________________________________________________
 FC2005  X           -     539,319.204 (meters)                     COMP
 FC2005  Y           -  -5,139,537.369 (meters)                     COMP
 FC2005  Z           -   3,726,225.021 (meters)                     COMP
 FC2005  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FC2005  ELLIP HEIGHT-         266.78  (meters)          (04/12/99) GPS OBS
 FC2005  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2005
 FC2005  HORZ ORDER  -  FIRST
 FC2005  ELLP ORDER  -  FOURTH    CLASS I
 FC2005
 FC2005.The horizontal coordinates were established by GPS observations
 FC2005.and adjusted by the National Geodetic Survey in April 1999..
 FC2005
 FC2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2005
 FC2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2005
 FC2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2005
 FC2005.The ellipsoidal height was determined by GPS observations
 FC2005.and is referenced to NAD 83.
 FC2005
 FC2005.The geoid height was determined by GEOID03.
 FC2005
 FC2005;                    North         East     Units Scale Factor Converg.
 FC2005;SPC TN       -   184,116.687   779,496.967   MT  0.99995147   +1 09 55.0
 FC2005;SPC TN       -   604,056.16  2,557,399.63   sFT  0.99995147   +1 09 55.0
 FC2005;UTM  16      - 3,985,461.116   769,639.015   MT  1.00049597   +1 45 28.0
 FC2005;UTM  17      - 3,985,514.265   228,634.636   MT  1.00050748   -1 46 08.6
 FC2005
 FC2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2005!SPC TN       -   0.99995813  x   0.99995147  =   0.99990960
 FC2005!UTM  16      -   0.99995813  x   1.00049597  =   1.00045408
 FC2005!UTM  17      -   0.99995813  x   1.00050748  =   1.00046559
 FC2005
 FC2005                          SUPERSEDED SURVEY CONTROL
 FC2005
 FC2005  NAD 83(1995)-  35 58 34.85892(N)    084 00 34.45935(W) AD(       ) 1
 FC2005  ELLIP H (05/28/93)  266.73   (m)                       GP(       ) 4 2
 FC2005  NGVD 29 (05/28/93)  297.6    (m)          976.     (f) GPS OBS        
 FC2005
 FC2005.Superseded values are not recommended for survey control.
 FC2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2005.See file dsdata.txt to determine how the superseded data were derived.
 FC2005
 FC2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6963985461(NAD 83)
 FC2005_MARKER: DD = SURVEY DISK
 FC2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2005_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2005+STABILITY: SURFACE MOTION
 FC2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2005+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 FC2005
 FC2005  HISTORY     - Date     Condition        Report By
 FC2005  HISTORY     - 1988     MONUMENTED       AEROS
 FC2005  HISTORY     - 20010322 GOOD             USPSQD
 FC2005
 FC2005                          STATION DESCRIPTION
 FC2005
 FC2005'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2005'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI)
 FC2005'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FC2005'2.7 KM (1.7 MI) WEST OF THE JUNCTION OF INTERSTATE 640/75 AND STATE
 FC2005'HIGHWAY 62 (WESTERN AVENUE),
 FC2005'0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 62 AND
 FC2005'DEWINE ROAD.
 FC2005'OWNERSHIP--CITY OF KNOXVILLE.
 FC2005'
 FC2005'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640/75 AND
 FC2005'STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 2.83 KM (1.75
 FC2005'MI) TO THE STATION ON THE LEFT AT A SERVICE STATION.
 FC2005'
 FC2005'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2005'STAMPED---GPS 0009 1988---,
 FC2005'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2005'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2005'6.2 METERS (20.3 FT) SOUTHWEST FROM THE CENTERLINE OF STATE HIGHWAY
 FC2005'62,
 FC2005'14.7 METERS (48.3 FT) NORTHWEST FROM A LIGHT POLE NUMBERED 15673,
 FC2005'AND
 FC2005'18.5 METERS (60.8 FT) EAST FROM A TELEPHONE POLE NUMBERED 31.
 FC2005
 FC2005                          STATION RECOVERY (2001)
 FC2005
 FC2005'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FC2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2006 ***********************************************************************
 FC2006  DESIGNATION -  GPS 0010
 FC2006  PID         -  FC2006
 FC2006  STATE/COUNTY-  TN/KNOX
 FC2006  USGS QUAD   -  BEARDEN (1990)
 FC2006
 FC2006                         *CURRENT SURVEY CONTROL
 FC2006  ___________________________________________________________________
 FC2006* NAD 83(1995)-  35 58 44.86323(N)    084 00 51.58764(W)     ADJUSTED  
 FC2006* NAVD 88     -       310.3    (meters)    1018.     (feet)  VERTCON   
 FC2006  ___________________________________________________________________
 FC2006  X           -     538,874.439 (meters)                     COMP
 FC2006  Y           -  -5,139,412.227 (meters)                     COMP
 FC2006  Z           -   3,726,482.081 (meters)                     COMP
 FC2006  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FC2006  ELLIP HEIGHT-         279.53  (meters)          (04/12/99) GPS OBS
 FC2006  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2006
 FC2006  HORZ ORDER  -  FIRST
 FC2006  ELLP ORDER  -  FOURTH    CLASS I
 FC2006
 FC2006.The horizontal coordinates were established by GPS observations
 FC2006.and adjusted by the National Geodetic Survey in April 1999..
 FC2006
 FC2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2006
 FC2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2006
 FC2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2006
 FC2006.The ellipsoidal height was determined by GPS observations
 FC2006.and is referenced to NAD 83.
 FC2006
 FC2006.The geoid height was determined by GEOID03.
 FC2006
 FC2006;                    North         East     Units Scale Factor Converg.
 FC2006;SPC TN       -   184,416.274   779,061.548   MT  0.99995159   +1 09 45.0
 FC2006;SPC TN       -   605,039.06  2,555,971.10   sFT  0.99995159   +1 09 45.0
 FC2006;UTM  16      - 3,985,756.345   769,200.283   MT  1.00049305   +1 45 18.4
 FC2006;UTM  17      - 3,985,835.930   228,214.891   MT  1.00051029   -1 46 19.1
 FC2006
 FC2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2006!SPC TN       -   0.99995613  x   0.99995159  =   0.99990772
 FC2006!UTM  16      -   0.99995613  x   1.00049305  =   1.00044916
 FC2006!UTM  17      -   0.99995613  x   1.00051029  =   1.00046640
 FC2006
 FC2006                          SUPERSEDED SURVEY CONTROL
 FC2006
 FC2006  NAD 83(1995)-  35 58 44.86435(N)    084 00 51.59390(W) AD(       ) 1
 FC2006  ELLIP H (05/28/93)  279.48   (m)                       GP(       ) 4 2
 FC2006  NGVD 29 (05/28/93)  310.4    (m)         1018.     (f) GPS OBS        
 FC2006
 FC2006.Superseded values are not recommended for survey control.
 FC2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2006.See file dsdata.txt to determine how the superseded data were derived.
 FC2006
 FC2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6920085756(NAD 83)
 FC2006_MARKER: DD = SURVEY DISK
 FC2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2006_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2006+STABILITY: SURFACE MOTION
 FC2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2006+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 FC2006
 FC2006  HISTORY     - Date     Condition        Report By
 FC2006  HISTORY     - 1988     MONUMENTED       AEROS
 FC2006  HISTORY     - 20010322 GOOD             USPSQD
 FC2006
 FC2006                          STATION DESCRIPTION
 FC2006
 FC2006'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2006'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI)
 FC2006'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FC2006'3.4 KM (2.1 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE 640/75
 FC2006'AND STATE HIGHWAY 62 (WESTERN AVENUE),
 FC2006'1.0 KM (0.6 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 62 AND
 FC2006'DEWINE ROAD.
 FC2006'OWNERSHIP--CITY OF KNOXVILLE.
 FC2006'
 FC2006'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640/75 AND
 FC2006'STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 3.59 KM (2.22
 FC2006'MI) ON STATE HIGHWAY 62 TO THE STATION ON THE RIGHT AT THE
 FC2006'CUMBERLAND ESTATES SHOPPING CENTER.
 FC2006'
 FC2006'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2006'STAMPED---GPS 0010 1988---,
 FC2006'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2006'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2006'10.6 METERS (34.8 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 FC2006'HIGHWAY 62,
 FC2006'23.3 METERS (76.5 FT) SOUTHEAST FROM A POWER POLE NUMBERED 62, AND
 FC2006'18.0 METERS (59.2 FT) NORTHWEST FROM A FIRE HYDRANT.
 FC2006
 FC2006                          STATION RECOVERY (2001)
 FC2006
 FC2006'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FC2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4028 ***********************************************************************
 FB4028  DESIGNATION -  GPS 0011
 FB4028  PID         -  FB4028
 FB4028  STATE/COUNTY-  TN/KNOX
 FB4028  USGS QUAD   -  KNOXVILLE (1978)
 FB4028
 FB4028                         *CURRENT SURVEY CONTROL
 FB4028  ___________________________________________________________________
 FB4028* NAD 83(1995)-  35 55 23.14492(N)    083 59 44.97641(W)     ADJUSTED  
 FB4028* NAVD 88     -       256.4    (meters)     841.     (feet)  VERTCON   
 FB4028  ___________________________________________________________________
 FB4028  X           -     540,911.395 (meters)                     COMP
 FB4028  Y           -  -5,142,824.813 (meters)                     COMP
 FB4028  Z           -   3,721,417.225 (meters)                     COMP
 FB4028  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FB4028  ELLIP HEIGHT-         225.64  (meters)          (04/12/99) GPS OBS
 FB4028  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB4028
 FB4028  HORZ ORDER  -  FIRST
 FB4028  ELLP ORDER  -  FOURTH    CLASS I
 FB4028
 FB4028.The horizontal coordinates were established by GPS observations
 FB4028.and adjusted by the National Geodetic Survey in April 1999..
 FB4028
 FB4028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4028
 FB4028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4028
 FB4028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4028
 FB4028.The ellipsoidal height was determined by GPS observations
 FB4028.and is referenced to NAD 83.
 FB4028
 FB4028.The geoid height was determined by GEOID03.
 FB4028
 FB4028;                    North         East     Units Scale Factor Converg.
 FB4028;SPC TN       -   178,234.597   780,857.174   MT  0.99994960   +1 10 24.0
 FB4028;SPC TN       -   584,758.01  2,561,862.25   sFT  0.99994960   +1 10 24.0
 FB4028;UTM  17      - 3,979,566.988   229,692.653   MT  1.00050043   -1 45 31.4
 FB4028;UTM  16      - 3,979,590.151   771,060.646   MT  1.00050545   +1 45 49.0
 FB4028
 FB4028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4028!SPC TN       -   0.99996459  x   0.99994960  =   0.99991419
 FB4028!UTM  17      -   0.99996459  x   1.00050043  =   1.00046500
 FB4028!UTM  16      -   0.99996459  x   1.00050545  =   1.00047002
 FB4028
 FB4028                          SUPERSEDED SURVEY CONTROL
 FB4028
 FB4028  NAD 83(1995)-  35 55 23.14582(N)    083 59 44.98292(W) AD(       ) 1
 FB4028  ELLIP H (05/28/93)  225.60   (m)                       GP(       ) 4 2
 FB4028  NGVD 29 (05/28/93)  256.5    (m)          842.     (f) GPS OBS        
 FB4028
 FB4028.Superseded values are not recommended for survey control.
 FB4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4028.See file dsdata.txt to determine how the superseded data were derived.
 FB4028
 FB4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2969379567(NAD 83)
 FB4028_MARKER: DD = SURVEY DISK
 FB4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4028_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4028+STABILITY: SURFACE MOTION
 FB4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4028+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4028
 FB4028  HISTORY     - Date     Condition        Report By
 FB4028  HISTORY     - 1988     MONUMENTED       AEROS
 FB4028
 FB4028                          STATION DESCRIPTION
 FB4028
 FB4028'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4028'THE STATION IS LOCATED ABOUT 8.3 KM (5.1 MI)
 FB4028'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4028'2.3 KM (1.4 MI) SOUTH-SOUTHEAST OF THE OVERPASS JUNCTION OF
 FB4028'INTERSTATE 40 AND PAPERMILL ROAD, AND AT THE JUNCTION OF STATE
 FB4028'HIGHWAY 332 (NORTHSHORE DRIVE) AND LYONS VIEW DRIVE.
 FB4028'OWNERSHIP--CITY OF KNOXVILLE.
 FB4028'
 FB4028'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FB4028'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FB4028'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.61
 FB4028'KM (0.38 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FB4028'DRIVE.
 FB4028'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 2.07 KM (1.28 MI) ON
 FB4028'NORTHSHORE DRIVE TO THE INTERSECTION OF LYONS VIEW DRIVE AND THE
 FB4028'STATION ON THE LEFT IN A CONCRETE MEDIAN.
 FB4028'
 FB4028'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4028'STAMPED---GPS 0011 1988---,
 FB4028'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4028'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4028'18.7 METERS (61.5 FT) WEST FROM A POWER POLE NUMBERED XAN42A,
 FB4028'6.9 METERS (22.7 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF LYONS
 FB4028'VIEW DRIVE FROM THE YELLOW LINE, AND
 FB4028'12.0 METERS (39.4 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 FB4028'NORTHSHORE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2007 ***********************************************************************
 FC2007  DESIGNATION -  GPS 0012
 FC2007  PID         -  FC2007
 FC2007  STATE/COUNTY-  TN/KNOX
 FC2007  USGS QUAD   -  BEARDEN (1990)
 FC2007
 FC2007                         *CURRENT SURVEY CONTROL
 FC2007  ___________________________________________________________________
 FC2007* NAD 83(1995)-  35 55 58.99831(N)    084 00 08.66360(W)     ADJUSTED  
 FC2007* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 FC2007  ___________________________________________________________________
 FC2007  X           -     540,253.666 (meters)                     COMP
 FC2007  Y           -  -5,142,247.944 (meters)                     COMP
 FC2007  Z           -   3,722,316.407 (meters)                     COMP
 FC2007  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FC2007  ELLIP HEIGHT-         233.01  (meters)          (04/12/99) GPS OBS
 FC2007  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC2007
 FC2007  HORZ ORDER  -  FIRST
 FC2007  ELLP ORDER  -  FOURTH    CLASS I
 FC2007
 FC2007.The horizontal coordinates were established by GPS observations
 FC2007.and adjusted by the National Geodetic Survey in April 1999..
 FC2007
 FC2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2007
 FC2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2007
 FC2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2007
 FC2007.The ellipsoidal height was determined by GPS observations
 FC2007.and is referenced to NAD 83.
 FC2007
 FC2007.The geoid height was determined by GEOID03.
 FC2007
 FC2007;                    North         East     Units Scale Factor Converg.
 FC2007;SPC TN       -   179,327.230   780,240.943   MT  0.99994989   +1 10 10.1
 FC2007;SPC TN       -   588,342.75  2,559,840.49   sFT  0.99994989   +1 10 10.1
 FC2007;UTM  16      - 3,980,676.976   770,432.840   MT  1.00050126   +1 45 36.6
 FC2007;UTM  17      - 3,980,690.334   229,132.813   MT  1.00050416   -1 45 46.8
 FC2007
 FC2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2007!SPC TN       -   0.99996343  x   0.99994989  =   0.99991332
 FC2007!UTM  16      -   0.99996343  x   1.00050126  =   1.00046467
 FC2007!UTM  17      -   0.99996343  x   1.00050416  =   1.00046757
 FC2007
 FC2007:                Primary Azimuth Mark                     Grid Az
 FC2007:SPC TN       -  GPS 0013                                 352 10 25.9
 FC2007:UTM  16      -  GPS 0013                                 351 34 59.4
 FC2007:UTM  17      -  GPS 0013                                 355 06 22.8
 FC2007
 FC2007|---------------------------------------------------------------------|
 FC2007| PID    Reference Object                     Distance      Geod. Az  |
 FC2007|                                                           dddmmss.s |
 FC2007| FC2008 GPS 0013                            APPROX. 0.7 KM 3532036.0 |
 FC2007|---------------------------------------------------------------------|
 FC2007
 FC2007                          SUPERSEDED SURVEY CONTROL
 FC2007
 FC2007  NAD 83(1995)-  35 55 58.99921(N)    084 00 08.67010(W) AD(       ) 1
 FC2007  ELLIP H (05/28/93)  232.97   (m)                       GP(       ) 4 2
 FC2007  NGVD 29 (05/28/93)  263.9    (m)          866.     (f) GPS OBS        
 FC2007
 FC2007.Superseded values are not recommended for survey control.
 FC2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2007.See file dsdata.txt to determine how the superseded data were derived.
 FC2007
 FC2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7043380677(NAD 83)
 FC2007_MARKER: DD = SURVEY DISK
 FC2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2007_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2007+STABILITY: SURFACE MOTION
 FC2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2007+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2007
 FC2007  HISTORY     - Date     Condition        Report By
 FC2007  HISTORY     - 1988     MONUMENTED       AEROS
 FC2007
 FC2007                          STATION DESCRIPTION
 FC2007
 FC2007'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2007'THE STATION IS LOCATED ABOUT 8.3 KM (5.1 MI)
 FC2007'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2007'1.0 KM (0.6 MI) SOUTH OF THE OVERPASS JUNCTION OF INTERSTATE 40 AND
 FC2007'PAPERMILL ROAD, AND AT THE JUNCTION OF KINGSTON PIKE AND NORTHSHORE
 FC2007'DRIVE.
 FC2007'OWNERSHIP--CITY OF KNOXVILLE.
 FC2007'
 FC2007'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2007'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2007'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.5
 FC2007'KM (0.3 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FC2007'DRIVE.
 FC2007'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.73 KM (0.45 MI) ON
 FC2007'NORTHSHORE DRIVE TO THE INTERSECTION OF KINGSTON PIKE AND THE
 FC2007'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 FC2007'
 FC2007'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2007'STAMPED---GPS 0012 1988---,
 FC2007'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2007'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2007'15.8 METERS (51.8 FT) WEST FROM A POWER POLE NUMBERED DX326,
 FC2007'19.7 METERS (64.5 FT) SOUTH FROM A POWER POLE, AND
 FC2007'1.4 METERS (4.5 FT) NORTHEAST FROM THE CURB LINE AT APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2008 ***********************************************************************
 FC2008  DESIGNATION -  GPS 0013
 FC2008  PID         -  FC2008
 FC2008  STATE/COUNTY-  TN/KNOX
 FC2008  USGS QUAD   -  BEARDEN (1990)
 FC2008
 FC2008                         *CURRENT SURVEY CONTROL
 FC2008  ___________________________________________________________________
 FC2008* NAD 83(1995)-  35 56 22.97090(N)    084 00 12.10398(W)     ADJUSTED  
 FC2008* NAVD 88     -       270.3    (meters)     887.     (feet)  VERTCON   
 FC2008  ___________________________________________________________________
 FC2008  X           -     540,123.149 (meters)                     COMP
 FC2008  Y           -  -5,141,830.966 (meters)                     COMP
 FC2008  Z           -   3,722,918.529 (meters)                     COMP
 FC2008  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FC2008  ELLIP HEIGHT-         239.58  (meters)          (04/12/99) GPS OBS
 FC2008  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2008
 FC2008  HORZ ORDER  -  FIRST
 FC2008  ELLP ORDER  -  FOURTH    CLASS I
 FC2008
 FC2008.The horizontal coordinates were established by GPS observations
 FC2008.and adjusted by the National Geodetic Survey in April 1999..
 FC2008
 FC2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2008
 FC2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2008
 FC2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2008
 FC2008.The ellipsoidal height was determined by GPS observations
 FC2008.and is referenced to NAD 83.
 FC2008
 FC2008.The geoid height was determined by GEOID03.
 FC2008
 FC2008;                    North         East     Units Scale Factor Converg.
 FC2008;SPC TN       -   180,064.154   780,139.655   MT  0.99995009   +1 10 08.1
 FC2008;SPC TN       -   590,760.48  2,559,508.18   sFT  0.99995009   +1 10 08.1
 FC2008;UTM  16      - 3,981,413.221   770,323.897   MT  1.00050053   +1 45 35.6
 FC2008;UTM  17      - 3,981,431.886   229,069.324   MT  1.00050458   -1 45 49.9
 FC2008
 FC2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2008!SPC TN       -   0.99996240  x   0.99995009  =   0.99991249
 FC2008!UTM  16      -   0.99996240  x   1.00050053  =   1.00046291
 FC2008!UTM  17      -   0.99996240  x   1.00050458  =   1.00046696
 FC2008
 FC2008:                Primary Azimuth Mark                     Grid Az
 FC2008:SPC TN       -  GPS 0012                                 172 10 25.8
 FC2008:UTM  16      -  GPS 0012                                 171 34 58.3
 FC2008:UTM  17      -  GPS 0012                                 175 06 23.8
 FC2008
 FC2008|---------------------------------------------------------------------|
 FC2008| PID    Reference Object                     Distance      Geod. Az  |
 FC2008|                                                           dddmmss.s |
 FC2008| FC2007 GPS 0012                            APPROX. 0.7 KM 1732033.9 |
 FC2008| FC2003 GPS 0007                            APPROX. 1.6 KM 3200712.0 |
 FC2008|---------------------------------------------------------------------|
 FC2008
 FC2008                          SUPERSEDED SURVEY CONTROL
 FC2008
 FC2008  NAD 83(1995)-  35 56 22.97180(N)    084 00 12.11048(W) AD(       ) 1
 FC2008  ELLIP H (05/28/93)  239.54   (m)                       GP(       ) 4 2
 FC2008  NGVD 29 (05/28/93)  270.4    (m)          887.     (f) GPS OBS        
 FC2008
 FC2008.Superseded values are not recommended for survey control.
 FC2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2008.See file dsdata.txt to determine how the superseded data were derived.
 FC2008
 FC2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7032481413(NAD 83)
 FC2008_MARKER: DD = SURVEY DISK
 FC2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2008_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2008+STABILITY: SURFACE MOTION
 FC2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2008+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2008
 FC2008  HISTORY     - Date     Condition        Report By
 FC2008  HISTORY     - 1988     MONUMENTED       AEROS
 FC2008
 FC2008                          STATION DESCRIPTION
 FC2008
 FC2008'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2008'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 FC2008'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2008'0.5 KM (0.3 MI) SOUTHWEST OF THE OVERPASS JUNCTION OF INTERSTATE 40
 FC2008'AND PAPERMILL ROAD, AND AT THE JUNCTION OF STATE HIGHWAY 332
 FC2008'(NORTHSHORE DRIVE) AND PAPERMILL ROAD.
 FC2008'OWNERSHIP--CITY OF KNOXVILLE.
 FC2008'
 FC2008'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2008'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2008'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.5
 FC2008'KM (0.3 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FC2008'DRIVE AND THE STATION IN THE GRAVEL ISLAND IN THE SOUTHEAST
 FC2008'QUADRANT OF THE INTERSECTION.
 FC2008'
 FC2008'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2008'STAMPED---GPS 0013 1988---,
 FC2008'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2008'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2008'13.4 METERS (44 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 FC2008'PAPERMILL ROAD AT THE CENTER OF THE MEDIAN,
 FC2008'2.8 METERS (9.2 FT) WEST FROM A TELEPHONE POLE, AND
 FC2008'21.8 METERS (71.4 FT) EAST-NORTHEAST FROM A LIGHT POLE NUMBERED
 FC2008'25231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4029 ***********************************************************************
 FB4029  DESIGNATION -  GPS 0014
 FB4029  PID         -  FB4029
 FB4029  STATE/COUNTY-  TN/KNOX
 FB4029  USGS QUAD   -  KNOXVILLE (1978)
 FB4029
 FB4029                         *CURRENT SURVEY CONTROL
 FB4029  ___________________________________________________________________
 FB4029* NAD 83(1995)-  35 56 56.06569(N)    083 59 28.65057(W)     ADJUSTED  
 FB4029* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 FB4029  ___________________________________________________________________
 FB4029  X           -     541,146.005 (meters)                     COMP
 FB4029  Y           -  -5,141,143.697 (meters)                     COMP
 FB4029  Z           -   3,723,760.502 (meters)                     COMP
 FB4029  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FB4029  ELLIP HEIGHT-         267.06  (meters)          (04/12/99) GPS OBS
 FB4029  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4029
 FB4029  HORZ ORDER  -  FIRST
 FB4029  ELLP ORDER  -  FOURTH    CLASS I
 FB4029
 FB4029.The horizontal coordinates were established by GPS observations
 FB4029.and adjusted by the National Geodetic Survey in April 1999..
 FB4029
 FB4029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4029
 FB4029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4029
 FB4029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4029
 FB4029.The ellipsoidal height was determined by GPS observations
 FB4029.and is referenced to NAD 83.
 FB4029
 FB4029.The geoid height was determined by GEOID03.
 FB4029
 FB4029;                    North         East     Units Scale Factor Converg.
 FB4029;SPC TN       -   181,106.209   781,207.578   MT  0.99995040   +1 10 33.5
 FB4029;SPC TN       -   594,179.29  2,563,011.86   sFT  0.99995040   +1 10 33.5
 FB4029;UTM  17      - 3,982,418.477   230,189.784   MT  1.00049711   -1 45 25.7
 FB4029;UTM  16      - 3,982,466.823   771,381.597   MT  1.00050759   +1 46 02.6
 FB4029
 FB4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4029!SPC TN       -   0.99995809  x   0.99995040  =   0.99990849
 FB4029!UTM  17      -   0.99995809  x   1.00049711  =   1.00045518
 FB4029!UTM  16      -   0.99995809  x   1.00050759  =   1.00046566
 FB4029
 FB4029:                Primary Azimuth Mark                     Grid Az
 FB4029:SPC TN       -  GPS 0017                                 110 18 03.6
 FB4029:UTM  17      -  GPS 0017                                 113 14 02.8
 FB4029:UTM  16      -  GPS 0017                                 109 42 34.5
 FB4029
 FB4029|---------------------------------------------------------------------|
 FB4029| PID    Reference Object                     Distance      Geod. Az  |
 FB4029|                                                           dddmmss.s |
 FB4029| FB4032 GPS 0017                            APPROX. 1.0 KM 1112837.1 |
 FB4029|---------------------------------------------------------------------|
 FB4029
 FB4029                          SUPERSEDED SURVEY CONTROL
 FB4029
 FB4029  NAD 83(1995)-  35 56 56.06661(N)    083 59 28.65706(W) AD(       ) 1
 FB4029  ELLIP H (05/28/93)  267.02   (m)                       GP(       ) 4 2
 FB4029  NGVD 29 (05/28/93)  297.9    (m)          977.     (f) GPS OBS        
 FB4029
 FB4029.Superseded values are not recommended for survey control.
 FB4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4029.See file dsdata.txt to determine how the superseded data were derived.
 FB4029
 FB4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3019082418(NAD 83)
 FB4029_MARKER: DD = SURVEY DISK
 FB4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4029_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4029+STABILITY: SURFACE MOTION
 FB4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4029+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4029
 FB4029  HISTORY     - Date     Condition        Report By
 FB4029  HISTORY     - 1988     MONUMENTED       AEROS
 FB4029
 FB4029                          STATION DESCRIPTION
 FB4029
 FB4029'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4029'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 FB4029'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4029'1.1 KM (0.7 MI) NORTHEAST OF THE OVERPASS JUNCTION OF INTERSTATE 40
 FB4029'AND PAPERMILL ROAD,
 FB4029'2.02 KM (1.25 MI) EAST OF THE JUNCTION OF MIDDLEBROOK PIKE AND EAST
 FB4029'WEISGARBER ROAD.
 FB4029'OWNERSHIP--CITY OF KNOXVILLE.
 FB4029'
 FB4029'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FB4029'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FB4029'PAPERMILL ROAD EXIT.
 FB4029'TURN RIGHT AND GO NORTHEAST FOR 1.07 KM (0.66 MI) ON PAPERMILL ROAD
 FB4029'TO THE INTERSECTION OF COLEMAN ROAD AND THE STATION ON THE LEFT AT
 FB4029'THE NORTHEAST QUADRANT OF THE INTERSECTION AT 4721 PAPERMILL ROAD.
 FB4029'
 FB4029'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4029'STAMPED---GPS 0014 1988---,
 FB4029'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4029'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4029'7.2 METERS (23.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FB4029'PAPERMILL ROAD,
 FB4029'5.9 METERS (19.3 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT,
 FB4029'15.2 METERS (50.0 FT) EAST-NORTHEAST FROM A POWER POLE NUMBERED
 FB4029'BX164, AND
 FB4029'17.5 METERS (57.3 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FB4029'THE CENTRAL CHURCH OF GOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4030 ***********************************************************************
 FB4030  DESIGNATION -  GPS 0015
 FB4030  PID         -  FB4030
 FB4030  STATE/COUNTY-  TN/KNOX
 FB4030  USGS QUAD   -  BEARDEN (1990)
 FB4030
 FB4030                         *CURRENT SURVEY CONTROL
 FB4030  ___________________________________________________________________
 FB4030* NAD 83(1995)-  35 59 25.49180(N)    083 59 59.41639(W)     ADJUSTED  
 FB4030* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 FB4030  ___________________________________________________________________
 FB4030  X           -     540,096.633 (meters)                     COMP
 FB4030  Y           -  -5,138,536.350 (meters)                     COMP
 FB4030  Z           -   3,727,489.841 (meters)                     COMP
 FB4030  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FB4030  ELLIP HEIGHT-         270.05  (meters)          (04/12/99) GPS OBS
 FB4030  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4030
 FB4030  HORZ ORDER  -  FIRST
 FB4030  ELLP ORDER  -  FOURTH    CLASS I
 FB4030
 FB4030.The horizontal coordinates were established by GPS observations
 FB4030.and adjusted by the National Geodetic Survey in April 1999..
 FB4030
 FB4030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4030
 FB4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4030
 FB4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4030
 FB4030.The ellipsoidal height was determined by GPS observations
 FB4030.and is referenced to NAD 83.
 FB4030
 FB4030.The geoid height was determined by GEOID03.
 FB4030
 FB4030;                    North         East     Units Scale Factor Converg.
 FB4030;SPC TN       -   185,694.813   780,342.622   MT  0.99995211   +1 10 15.5
 FB4030;SPC TN       -   609,233.73  2,560,174.09   sFT  0.99995211   +1 10 15.5
 FB4030;UTM  17      - 3,987,047.874   229,560.488   MT  1.00050129   -1 45 50.1
 FB4030;UTM  16      - 3,987,048.775   770,468.750   MT  1.00050149   +1 45 50.8
 FB4030
 FB4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4030!SPC TN       -   0.99995762  x   0.99995211  =   0.99990973
 FB4030!UTM  17      -   0.99995762  x   1.00050129  =   1.00045889
 FB4030!UTM  16      -   0.99995762  x   1.00050149  =   1.00045909
 FB4030
 FB4030                          SUPERSEDED SURVEY CONTROL
 FB4030
 FB4030  NAD 83(1995)-  35 59 25.49286(N)    083 59 59.42274(W) AD(       ) 1
 FB4030  ELLIP H (05/28/93)  270.00   (m)                       GP(       ) 4 2
 FB4030  NGVD 29 (05/28/93)  300.9    (m)          987.     (f) GPS OBS        
 FB4030
 FB4030.Superseded values are not recommended for survey control.
 FB4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4030.See file dsdata.txt to determine how the superseded data were derived.
 FB4030
 FB4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2956087048(NAD 83)
 FB4030_MARKER: DD = SURVEY DISK
 FB4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4030_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4030+STABILITY: SURFACE MOTION
 FB4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4030+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4030
 FB4030  HISTORY     - Date     Condition        Report By
 FB4030  HISTORY     - 1988     MONUMENTED       AEROS
 FB4030
 FB4030                          STATION DESCRIPTION
 FB4030
 FB4030'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4030'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 FB4030'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4030'1.8 KM (1.1 MI) NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 62
 FB4030'(WESTERN AVENUE) AND DEWINE ROAD, AND AT THE JUNCTION OF PLEASANT
 FB4030'RIDGE ROAD AND MERCHANT DRIVE.
 FB4030'OWNERSHIP--CITY OF KNOXVILLE.
 FB4030'
 FB4030'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 FB4030'MERCHANT DRIVE, GO SOUTHWEST FOR 3.4 KM (2.1 MI) ON MERCHANT DRIVE
 FB4030'TO THE INTERSECTION OF PLEASANT RIDGE ROAD AND THE STATION LOCATED
 FB4030'WEST OF THE INTERSECTION AT A PROJECTION OF MERCHANT DRIVE, AND
 FB4030'EAST OF A SIDEWALK.
 FB4030'
 FB4030'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4030'STAMPED---GPS 0015 1988---,
 FB4030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4030'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4030'1.0 METERS (3.3 FT) SOUTHWEST FROM THE FACE OF A CURB,
 FB4030'2.1 METERS (6.8 FT) SOUTH FROM THE CENTER OF THE GRATE OF A CATCH
 FB4030'BASIN,
 FB4030'8.6 METERS (28.2 FT) SOUTHEAST FROM THE CENTER OF A TELEPHONE
 FB4030'MANHOLE COVER, AND
 FB4030'2.7 METERS (9.0 FT) EAST FROM THE PROJECTION OF THE CENTERLINE OF
 FB4030'MERCHANT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4031 ***********************************************************************
 FB4031  DESIGNATION -  GPS 0016
 FB4031  PID         -  FB4031
 FB4031  STATE/COUNTY-  TN/KNOX
 FB4031  USGS QUAD   -  KNOXVILLE (1978)
 FB4031
 FB4031                         *CURRENT SURVEY CONTROL
 FB4031  ___________________________________________________________________
 FB4031* NAD 83(1995)-  35 56 26.80093(N)    083 58 45.41256(W)     ADJUSTED  
 FB4031* NAVD 88     -       285.3    (meters)     936.     (feet)  VERTCON   
 FB4031  ___________________________________________________________________
 FB4031  X           -     542,278.171 (meters)                     COMP
 FB4031  Y           -  -5,141,546.616 (meters)                     COMP
 FB4031  Z           -   3,723,022.871 (meters)                     COMP
 FB4031  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FB4031  ELLIP HEIGHT-         254.51  (meters)          (04/12/99) GPS OBS
 FB4031  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4031
 FB4031  HORZ ORDER  -  FIRST
 FB4031  ELLP ORDER  -  FOURTH    CLASS I
 FB4031
 FB4031.The horizontal coordinates were established by GPS observations
 FB4031.and adjusted by the National Geodetic Survey in April 1999..
 FB4031
 FB4031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4031
 FB4031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4031
 FB4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4031
 FB4031.The ellipsoidal height was determined by GPS observations
 FB4031.and is referenced to NAD 83.
 FB4031
 FB4031.The geoid height was determined by GEOID03.
 FB4031
 FB4031;                    North         East     Units Scale Factor Converg.
 FB4031;SPC TN       -   180,226.762   782,309.530   MT  0.99995013   +1 10 58.8
 FB4031;SPC TN       -   591,293.97  2,566,627.18   sFT  0.99995013   +1 10 58.8
 FB4031;UTM  17      - 3,981,483.291   231,245.867   MT  1.00049010   -1 44 59.0
 FB4031;UTM  16      - 3,981,598.307   772,493.189   MT  1.00051505   +1 46 26.8
 FB4031
 FB4031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4031!SPC TN       -   0.99996006  x   0.99995013  =   0.99991019
 FB4031!UTM  17      -   0.99996006  x   1.00049010  =   1.00045014
 FB4031!UTM  16      -   0.99996006  x   1.00051505  =   1.00047509
 FB4031
 FB4031                          SUPERSEDED SURVEY CONTROL
 FB4031
 FB4031  NAD 83(1995)-  35 56 26.80183(N)    083 58 45.41906(W) AD(       ) 1
 FB4031  ELLIP H (05/28/93)  254.47   (m)                       GP(       ) 4 2
 FB4031  NGVD 29 (05/28/93)  285.4    (m)          936.     (f) GPS OBS        
 FB4031
 FB4031.Superseded values are not recommended for survey control.
 FB4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4031.See file dsdata.txt to determine how the superseded data were derived.
 FB4031
 FB4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3124681483(NAD 83)
 FB4031_MARKER: DD = SURVEY DISK
 FB4031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4031_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4031+STABILITY: SURFACE MOTION
 FB4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4031+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4031
 FB4031  HISTORY     - Date     Condition        Report By
 FB4031  HISTORY     - 1988     MONUMENTED       AEROS
 FB4031
 FB4031                          STATION DESCRIPTION
 FB4031
 FB4031'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4031'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 FB4031'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4031'1.9 KM (1.2 MI) EAST OF THE OVERPASS JUNCTION OF INTERSTATE 40 AND
 FB4031'PAPERMILL ROAD,
 FB4031'0.1 KM (0.07 MI) WEST OF THE JUNCTION OF KINGSTON PIKE AND LYONS
 FB4031'VIEW DRIVE.
 FB4031'OWNERSHIP--CITY OF KNOXVILLE.
 FB4031'
 FB4031'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND 275, GO
 FB4031'WEST-SOUTHWEST FOR 6.9 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FB4031'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.7
 FB4031'KM (0.4 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FB4031'DRIVE.
 FB4031'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.8 KM (0.5 MI) ON NORTHSHORE
 FB4031'DRIVE TO THE INTERSECTION OF KINGSTON PIKE.  TURN LEFT AND GO
 FB4031'EASTERLY FOR 2.4 KM (1.5 MI) ON KINGSTON PIKE TO THE STATION ON THE
 FB4031'RIGHT IN A GRASSY MEDIAN BETWEEN KINGSTON PIKE AND OLD KINGSTON
 FB4031'PIKE AT 4525 KINGSTON PIKE.
 FB4031'
 FB4031'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4031'STAMPED---GPS 0016 1988---,
 FB4031'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4031'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4031'11.2 METERS (36.6 FT) SOUTH FROM THE CENTERLINE OF KINGSTON PIKE,
 FB4031'17.3 METERS (56.7 FT) WEST FROM A LIGHT POLE NUMBERED 6833, AND
 FB4031'20.0 METERS (65.7 FT) EAST FROM A POWER POLE NUMBERED DX 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4032 ***********************************************************************
 FB4032  DESIGNATION -  GPS 0017
 FB4032  PID         -  FB4032
 FB4032  STATE/COUNTY-  TN/KNOX
 FB4032  USGS QUAD   -  KNOXVILLE (1978)
 FB4032
 FB4032                         *CURRENT SURVEY CONTROL
 FB4032  ___________________________________________________________________
 FB4032* NAD 83(1995)-  35 56 44.63113(N)    083 58 52.91442(W)     ADJUSTED  
 FB4032* NAVD 88     -       283.2    (meters)     929.     (feet)  VERTCON   
 FB4032  ___________________________________________________________________
 FB4032  X           -     542,057.177 (meters)                     COMP
 FB4032  Y           -  -5,141,243.902 (meters)                     COMP
 FB4032  Z           -   3,723,466.629 (meters)                     COMP
 FB4032  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FB4032  ELLIP HEIGHT-         252.50  (meters)          (04/12/99) GPS OBS
 FB4032  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4032
 FB4032  HORZ ORDER  -  FIRST
 FB4032  ELLP ORDER  -  FOURTH    CLASS I
 FB4032
 FB4032.The horizontal coordinates were established by GPS observations
 FB4032.and adjusted by the National Geodetic Survey in April 1999..
 FB4032
 FB4032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4032
 FB4032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4032
 FB4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4032
 FB4032.The ellipsoidal height was determined by GPS observations
 FB4032.and is referenced to NAD 83.
 FB4032
 FB4032.The geoid height was determined by GEOID03.
 FB4032
 FB4032;                    North         East     Units Scale Factor Converg.
 FB4032;SPC TN       -   180,772.294   782,110.218   MT  0.99995029   +1 10 54.4
 FB4032;SPC TN       -   593,083.77  2,565,973.27   sFT  0.99995029   +1 10 54.4
 FB4032;UTM  17      - 3,982,038.606   231,074.636   MT  1.00049124   -1 45 04.2
 FB4032;UTM  16      - 3,982,142.061   772,288.143   MT  1.00051367   +1 46 23.1
 FB4032
 FB4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4032!SPC TN       -   0.99996037  x   0.99995029  =   0.99991066
 FB4032!UTM  17      -   0.99996037  x   1.00049124  =   1.00045159
 FB4032!UTM  16      -   0.99996037  x   1.00051367  =   1.00047402
 FB4032
 FB4032:                Primary Azimuth Mark                     Grid Az
 FB4032:SPC TN       -  GPS 0014                                 290 18 03.7
 FB4032:UTM  17      -  GPS 0014                                 293 14 02.3
 FB4032:UTM  16      -  GPS 0014                                 289 42 35.0
 FB4032
 FB4032|---------------------------------------------------------------------|
 FB4032| PID    Reference Object                     Distance      Geod. Az  |
 FB4032|                                                           dddmmss.s |
 FB4032| FB4029 GPS 0014                            APPROX. 1.0 KM 2912858.1 |
 FB4032|---------------------------------------------------------------------|
 FB4032
 FB4032                          SUPERSEDED SURVEY CONTROL
 FB4032
 FB4032  NAD 83(1995)-  35 56 44.63204(N)    083 58 52.92092(W) AD(       ) 1
 FB4032  ELLIP H (05/28/93)  252.46   (m)                       GP(       ) 4 2
 FB4032  NGVD 29 (05/28/93)  283.4    (m)          930.     (f) GPS OBS        
 FB4032
 FB4032.Superseded values are not recommended for survey control.
 FB4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4032.See file dsdata.txt to determine how the superseded data were derived.
 FB4032
 FB4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3107582039(NAD 83)
 FB4032_MARKER: DD = SURVEY DISK
 FB4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4032_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4032+STABILITY: SURFACE MOTION
 FB4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4032+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4032
 FB4032  HISTORY     - Date     Condition        Report By
 FB4032  HISTORY     - 1988     MONUMENTED       AEROS
 FB4032
 FB4032                          STATION DESCRIPTION
 FB4032
 FB4032'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4032'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI)
 FB4032'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4032'1.9 KM (1.2 MI) EAST-NORTHEAST OF THE OVERPASS JUNCTION OF
 FB4032'INTERSTATE 40 AND PAPERMILL ROAD,
 FB4032'0.6 KM (0.4 MI) NORTH-NORTHEAST OF THE JUNCTION OF KINGSTON PIKE
 FB4032'AND LYONS VIEW DRIVE.
 FB4032'OWNERSHIP--CITY OF KNOXVILLE.
 FB4032'
 FB4032'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 (WESTERN
 FB4032'AVENUE) AND U.S. HIGHWAY 441 (HENLEY STREET), GO
 FB4032'WEST FOR 1.4 KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF
 FB4032'UNIVERSITY AVENUE.
 FB4032'TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON UNIVERSITY AVENUE
 FB4032'TO THE INTERSECTION OF SUTHERLAND AVENUE.  TURN LEFT AND GO
 FB4032'SOUTHEAST AND SOUTHWEST FOR 3.2 KM (2.0 MI) ON SUTHERLAND AVENUE TO
 FB4032'THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF THE ASPHALT
 FB4032'PARKING LOT FOR THE SPECIALTY PRINTING COMPANY AT 3705 SUTHERLAND
 FB4032'AVENUE.
 FB4032'
 FB4032'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4032'STAMPED---GPS 0017 1988---,
 FB4032'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4032'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4032'8.0 METERS (26.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FB4032'SUTHERLAND AVENUE,
 FB4032'9.4 METERS (30.7 FT) EAST-NORTHEAST FROM A LIGHT POLE NUMBERED
 FB4032'19612,
 FB4032'18.3 METERS (60.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 FB4032'HOUSE CURRENTLY BEING USED AS A JIM MILLER REAL ESTATE OFFICE, AND
 FB4032'2.9 METERS (9.5 FT) SOUTH-SOUTHWEST FROM A WOOD FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4033 ***********************************************************************
 FB4033  DESIGNATION -  GPS 0018
 FB4033  PID         -  FB4033
 FB4033  STATE/COUNTY-  TN/KNOX
 FB4033  USGS QUAD   -  KNOXVILLE (1978)
 FB4033
 FB4033                         *CURRENT SURVEY CONTROL
 FB4033  ___________________________________________________________________
 FB4033* NAD 83(1995)-  35 58 08.71637(N)    083 58 48.24651(W)     ADJUSTED  
 FB4033* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 FB4033  ___________________________________________________________________
 FB4033  X           -     542,015.027 (meters)                     COMP
 FB4033  Y           -  -5,139,728.645 (meters)                     COMP
 FB4033  Z           -   3,725,572.164 (meters)                     COMP
 FB4033  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FB4033  ELLIP HEIGHT-         265.49  (meters)          (04/12/99) GPS OBS
 FB4033  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4033
 FB4033  HORZ ORDER  -  FIRST
 FB4033  ELLP ORDER  -  FOURTH    CLASS I
 FB4033
 FB4033.The horizontal coordinates were established by GPS observations
 FB4033.and adjusted by the National Geodetic Survey in April 1999..
 FB4033
 FB4033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4033
 FB4033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4033
 FB4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4033
 FB4033.The ellipsoidal height was determined by GPS observations
 FB4033.and is referenced to NAD 83.
 FB4033
 FB4033.The geoid height was determined by GEOID03.
 FB4033
 FB4033;                    North         East     Units Scale Factor Converg.
 FB4033;SPC TN       -   183,365.680   782,173.694   MT  0.99995117   +1 10 57.2
 FB4033;SPC TN       -   601,592.24  2,566,181.53   sFT  0.99995117   +1 10 57.2
 FB4033;UTM  17      - 3,984,626.742   231,270.853   MT  1.00048993   -1 45 05.0
 FB4033;UTM  16      - 3,984,737.424   772,324.850   MT  1.00051391   +1 46 29.4
 FB4033
 FB4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4033!SPC TN       -   0.99995833  x   0.99995117  =   0.99990951
 FB4033!UTM  17      -   0.99995833  x   1.00048993  =   1.00044824
 FB4033!UTM  16      -   0.99995833  x   1.00051391  =   1.00047222
 FB4033
 FB4033                          SUPERSEDED SURVEY CONTROL
 FB4033
 FB4033  NAD 83(1995)-  35 58 08.71740(N)    083 58 48.25292(W) AD(       ) 1
 FB4033  ELLIP H (05/28/93)  265.44   (m)                       GP(       ) 4 2
 FB4033  NGVD 29 (05/28/93)  296.4    (m)          972.     (f) GPS OBS        
 FB4033
 FB4033.Superseded values are not recommended for survey control.
 FB4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4033.See file dsdata.txt to determine how the superseded data were derived.
 FB4033
 FB4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3127184627(NAD 83)
 FB4033_MARKER: DD = SURVEY DISK
 FB4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4033_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4033+STABILITY: SURFACE MOTION
 FB4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4033+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4033
 FB4033  HISTORY     - Date     Condition        Report By
 FB4033  HISTORY     - 1988     MONUMENTED       AEROS
 FB4033  HISTORY     - 20010322 GOOD             USPSQD
 FB4033  HISTORY     - 20060112 GOOD             USPSQD
 FB4033
 FB4033                          STATION DESCRIPTION
 FB4033
 FB4033'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4033'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 FB4033'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4033'0.6 KM (0.4 MI) SOUTH OF THE JUNCTION OF INTERSTATE 640/75 AND
 FB4033'STATE HIGHWAY 62 (WESTERN AVENUE),
 FB4033'0.9 KM (0.55 MI) NORTHWEST OF THE OVERPASS JUNCTION OF INTERSTATE
 FB4033'640/75 AND MIDDLEBROOK PIKE.
 FB4033'OWNERSHIP--CITY OF KNOXVILLE.
 FB4033'
 FB4033'TO REACH THE STATION FROM THE ENTRANCE RAMP TO INTERSTATE 640/75 AT
 FB4033'THE JUNCTION OF STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4033'SOUTH FOR 0.5 KM (0.3 MI) ON THE RAMP TO INTERSTATE 640 WEST AND
 FB4033'INTERSTATE 75 SOUTH TO THE STATION ON THE RIGHT ABOUT 11.3 METERS
 FB4033'(37 FT) SOUTH OF THE SOUTHWEST END OF THE BRIDGE OVER THE
 FB4033'LOUISVILLE AND NASHVILLE RAILROAD, BEHIND A GUARDRAIL, AND IN THE
 FB4033'GRAVEL SHOULDER OF THE INTERSTATE.
 FB4033'
 FB4033'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4033'STAMPED---GPS 0018 1988---,
 FB4033'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4033'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4033'12.6 METERS (41.2 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 FB4033'INTERSTATE 640 WEST BOUND LANE,
 FB4033'2.2 METERS (7.2 FT) SOUTH-SOUTHWEST FROM A GUARDRAIL,
 FB4033'36.2 METERS (118.7 FT) NORTH-NORTHWEST FROM A LIGHT POLE NUMBERED
 FB4033'35471, AND
 FB4033'11.3 METERS (37.2 FT) SOUTH FROM A BRIDGE ABUTMENT.
 FB4033
 FB4033                          STATION RECOVERY (2001)
 FB4033
 FB4033'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4033'RECOVERED IN GOOD CONDITION.
 FB4033
 FB4033                          STATION RECOVERY (2006)
 FB4033
 FB4033'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4034 ***********************************************************************
 FB4034  DESIGNATION -  GPS 0019
 FB4034  PID         -  FB4034
 FB4034  STATE/COUNTY-  TN/KNOX
 FB4034  USGS QUAD   -  KNOXVILLE (1978)
 FB4034
 FB4034                         *CURRENT SURVEY CONTROL
 FB4034  ___________________________________________________________________
 FB4034* NAD 83(1995)-  35 58 27.55625(N)    083 58 41.69940(W)     ADJUSTED  
 FB4034* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 FB4034  ___________________________________________________________________
 FB4034  X           -     542,142.021 (meters)                     COMP
 FB4034  Y           -  -5,139,368.771 (meters)                     COMP
 FB4034  Z           -   3,726,039.611 (meters)                     COMP
 FB4034  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FB4034  ELLIP HEIGHT-         261.20  (meters)          (04/12/99) GPS OBS
 FB4034  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4034
 FB4034  HORZ ORDER  -  FIRST
 FB4034  ELLP ORDER  -  FOURTH    CLASS I
 FB4034
 FB4034.The horizontal coordinates were established by GPS observations
 FB4034.and adjusted by the National Geodetic Survey in April 1999..
 FB4034
 FB4034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4034
 FB4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4034
 FB4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4034
 FB4034.The ellipsoidal height was determined by GPS observations
 FB4034.and is referenced to NAD 83.
 FB4034
 FB4034.The geoid height was determined by GEOID03.
 FB4034
 FB4034;                    North         East     Units Scale Factor Converg.
 FB4034;SPC TN       -   183,949.594   782,325.696   MT  0.99995139   +1 11 01.0
 FB4034;SPC TN       -   603,507.96  2,566,680.22   sFT  0.99995139   +1 11 01.0
 FB4034;UTM  17      - 3,985,202.419   231,452.643   MT  1.00048873   -1 45 01.9
 FB4034;UTM  16      - 3,985,323.208   772,470.889   MT  1.00051489   +1 46 34.1
 FB4034
 FB4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4034!SPC TN       -   0.99995901  x   0.99995139  =   0.99991040
 FB4034!UTM  17      -   0.99995901  x   1.00048873  =   1.00044772
 FB4034!UTM  16      -   0.99995901  x   1.00051489  =   1.00047388
 FB4034
 FB4034                          SUPERSEDED SURVEY CONTROL
 FB4034
 FB4034  NAD 83(1995)-  35 58 27.55734(N)    083 58 41.70575(W) AD(       ) 1
 FB4034  ELLIP H (05/28/93)  261.15   (m)                       GP(       ) 4 2
 FB4034  NGVD 29 (05/28/93)  292.1    (m)          958.     (f) GPS OBS        
 FB4034
 FB4034.Superseded values are not recommended for survey control.
 FB4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4034.See file dsdata.txt to determine how the superseded data were derived.
 FB4034
 FB4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3145385202(NAD 83)
 FB4034_MARKER: DD = SURVEY DISK
 FB4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4034_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4034+STABILITY: SURFACE MOTION
 FB4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4034+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4034
 FB4034  HISTORY     - Date     Condition        Report By
 FB4034  HISTORY     - 1988     MONUMENTED       AEROS
 FB4034  HISTORY     - 20010322 GOOD             USPSQD
 FB4034  HISTORY     - 20060112 GOOD             USPSQD
 FB4034
 FB4034                          STATION DESCRIPTION
 FB4034
 FB4034'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4034'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 FB4034'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4034'3.4 KM (2.1 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATES 640, 75,
 FB4034'AND 275, AND AT THE JUNCTION OF INTERSTATE 640/75 AND STATE HIGHWAY
 FB4034'62 (WESTERN AVENUE).
 FB4034'OWNERSHIP--CITY OF KNOXVILLE.
 FB4034'
 FB4034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4034'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WEST-NORTHWESTERLY
 FB4034'FOR 5.2 KM (3.2 MI) ON STATE HIGHWAY 62 TO THE STATION ON THE RIGHT
 FB4034'AT THE END OF THE INTERSTATE 640 RAMP TO WEST BOUND STATE HIGHWAY
 FB4034'62, BEHIND A SIDEWALK AT THE NORTHEAST END OF THE INTERSTATE BRIDGE.
 FB4034'
 FB4034'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4034'STAMPED---GPS 0019 1988---,
 FB4034'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4034'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4034'11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 62
 FB4034'WEST BOUND LANE,
 FB4034'18.6 METERS (61.0 FT) WEST FROM A SANITARY MANHOLE, AND
 FB4034'27.7 METERS (91.0 FT) EAST FROM A BRIDGE ABUTMENT.
 FB4034
 FB4034                          STATION RECOVERY (2001)
 FB4034
 FB4034'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4034'RECOVERED IN GOOD CONDITION.
 FB4034
 FB4034                          STATION RECOVERY (2006)
 FB4034
 FB4034'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3684 ***********************************************************************
 GA3684  DESIGNATION -  GPS 0020
 GA3684  PID         -  GA3684
 GA3684  STATE/COUNTY-  TN/KNOX
 GA3684  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3684
 GA3684                         *CURRENT SURVEY CONTROL
 GA3684  ___________________________________________________________________
 GA3684* NAD 83(1995)-  36 00 15.01825(N)    083 58 52.52449(W)     ADJUSTED  
 GA3684* NAVD 88     -       323.6    (meters)    1062.     (feet)  VERTCON   
 GA3684  ___________________________________________________________________
 GA3684  X           -     541,670.892 (meters)                     COMP
 GA3684  Y           -  -5,137,486.972 (meters)                     COMP
 GA3684  Z           -   3,728,738.297 (meters)                     COMP
 GA3684  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA3684  ELLIP HEIGHT-         292.84  (meters)          (04/12/99) GPS OBS
 GA3684  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3684
 GA3684  HORZ ORDER  -  FIRST
 GA3684  ELLP ORDER  -  FOURTH    CLASS I
 GA3684
 GA3684.The horizontal coordinates were established by GPS observations
 GA3684.and adjusted by the National Geodetic Survey in April 1999..
 GA3684
 GA3684.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3684
 GA3684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3684
 GA3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3684
 GA3684.The ellipsoidal height was determined by GPS observations
 GA3684.and is referenced to NAD 83.
 GA3684
 GA3684.The geoid height was determined by GEOID03.
 GA3684
 GA3684;                    North         East     Units Scale Factor Converg.
 GA3684;SPC TN       -   187,255.315   781,986.246   MT  0.99995279   +1 10 54.7
 GA3684;SPC TN       -   614,353.48  2,565,566.54   sFT  0.99995279   +1 10 54.7
 GA3684;UTM  17      - 3,988,522.967   231,282.798   MT  1.00048985   -1 45 12.8
 GA3684;UTM  16      - 3,988,627.092   772,097.026   MT  1.00051237   +1 46 32.3
 GA3684
 GA3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3684!SPC TN       -   0.99995404  x   0.99995279  =   0.99990683
 GA3684!UTM  17      -   0.99995404  x   1.00048985  =   1.00044387
 GA3684!UTM  16      -   0.99995404  x   1.00051237  =   1.00046639
 GA3684
 GA3684                          SUPERSEDED SURVEY CONTROL
 GA3684
 GA3684  NAD 83(1995)-  36 00 15.01985(N)    083 58 52.53078(W) AD(       ) 1
 GA3684  NAD 83(1995)-  36 00 15.01989(N)    083 58 52.53078(W) AD(       ) 1
 GA3684  NAD 83(1995)-  36 00 15.01948(N)    083 58 52.53080(W) AD(       ) 1
 GA3684  ELLIP H (05/28/93)  292.78   (m)                       GP(       ) 4 2
 GA3684  NGVD 29 (05/28/93)  323.7    (m)         1062.     (f) GPS OBS        
 GA3684
 GA3684.Superseded values are not recommended for survey control.
 GA3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3684.See file dsdata.txt to determine how the superseded data were derived.
 GA3684
 GA3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3128388523(NAD 83)
 GA3684_MARKER: DD = SURVEY DISK
 GA3684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3684_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3684+STABILITY: SURFACE MOTION
 GA3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3684+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3684
 GA3684  HISTORY     - Date     Condition        Report By
 GA3684  HISTORY     - 1988     MONUMENTED       AEROS
 GA3684
 GA3684                          STATION DESCRIPTION
 GA3684
 GA3684'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3684'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI)
 GA3684'NORTHWEST OF DOWNTOWN KNOXVILLE,
 GA3684'2.3 KM (1.4 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATES 640,
 GA3684'75, AND 275, AND AT THE JUNCTION OF U.S. HIGHWAY 25W (CLINTON
 GA3684'HIGHWAY) AND MERCHANT DRIVE.
 GA3684'OWNERSHIP--CITY OF KNOXVILLE.
 GA3684'
 GA3684'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3684'HIGHWAY 441 (BROADWAY), GO SOUTHWEST FOR 3.7 KM (2.3 MI) ON
 GA3684'INTERSTATE 640 TO THE EXIT RAMP TO INTERSTATE 75 NORTH.  FOLLOW THE
 GA3684'EXIT RAMP TO INTERSTATE 75 NORTH AND GO NORTHWEST FOR A TOTAL
 GA3684'DISTANCE OF 1.3 KM (0.8 MI) TO THE EXIT RAMP TO MERCHANT DRIVE.
 GA3684'TURN LEFT AND GO SOUTHWEST FOR 1.3 KM (0.8 MI) ON MERCHANT DRIVE TO
 GA3684'THE JUNCTION OF U.S. HIGHWAY 25W (CLINTON HIGHWAY) AND THE STATION
 GA3684'ON THE LEFT NEAR THE NORTHWEST CORNER OF A CONCRETE ISLAND IN THE
 GA3684'SOUTHEAST QUADRANT OF THE JUNCTION.
 GA3684'
 GA3684'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3684'STAMPED---GPS 0020 1988---,
 GA3684'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3684'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3684'8.5 METERS (28.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 GA3684'MERCHANT DRIVE,
 GA3684'20.4 METERS (67.0 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE, AND
 GA3684'16.3 METERS (53.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF U.S.
 GA3684'HIGHWAY 25W AT THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3685 ***********************************************************************
 GA3685  DESIGNATION -  GPS 0021
 GA3685  PID         -  GA3685
 GA3685  STATE/COUNTY-  TN/KNOX
 GA3685  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3685
 GA3685                         *CURRENT SURVEY CONTROL
 GA3685  ___________________________________________________________________
 GA3685* NAD 83(1995)-  36 00 38.62830(N)    083 58 21.51288(W)     ADJUSTED  
 GA3685* NAVD 88     -       315.7    (meters)    1036.     (feet)  VERTCON   
 GA3685  ___________________________________________________________________
 GA3685  X           -     542,397.703 (meters)                     COMP
 GA3685  Y           -  -5,136,973.636 (meters)                     COMP
 GA3685  Z           -   3,729,322.341 (meters)                     COMP
 GA3685  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3685  ELLIP HEIGHT-         284.92  (meters)          (04/12/99) GPS OBS
 GA3685  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3685
 GA3685  HORZ ORDER  -  FIRST
 GA3685  ELLP ORDER  -  FOURTH    CLASS I
 GA3685
 GA3685.The horizontal coordinates were established by GPS observations
 GA3685.and adjusted by the National Geodetic Survey in April 1999..
 GA3685
 GA3685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3685
 GA3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3685
 GA3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3685
 GA3685.The ellipsoidal height was determined by GPS observations
 GA3685.and is referenced to NAD 83.
 GA3685
 GA3685.The geoid height was determined by GEOID03.
 GA3685
 GA3685;                    North         East     Units Scale Factor Converg.
 GA3685;SPC TN       -   187,998.886   782,747.630   MT  0.99995314   +1 11 12.8
 GA3685;SPC TN       -   616,793.01  2,568,064.52   sFT  0.99995314   +1 11 12.8
 GA3685;UTM  17      - 3,989,226.946   232,081.689   MT  1.00048456   -1 44 55.6
 GA3685;UTM  16      - 3,989,378.938   772,851.085   MT  1.00051744   +1 46 51.6
 GA3685
 GA3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3685!SPC TN       -   0.99995528  x   0.99995314  =   0.99990843
 GA3685!UTM  17      -   0.99995528  x   1.00048456  =   1.00043982
 GA3685!UTM  16      -   0.99995528  x   1.00051744  =   1.00047270
 GA3685
 GA3685                          SUPERSEDED SURVEY CONTROL
 GA3685
 GA3685  NAD 83(1995)-  36 00 38.62994(N)    083 58 21.51914(W) AD(       ) 1
 GA3685  NAD 83(1995)-  36 00 38.62997(N)    083 58 21.51914(W) AD(       ) 1
 GA3685  NAD 83(1995)-  36 00 38.62954(N)    083 58 21.51917(W) AD(       ) 1
 GA3685  ELLIP H (05/28/93)  284.86   (m)                       GP(       ) 4 2
 GA3685  NGVD 29 (05/28/93)  315.8    (m)         1036.     (f) GPS OBS        
 GA3685
 GA3685.Superseded values are not recommended for survey control.
 GA3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3685.See file dsdata.txt to determine how the superseded data were derived.
 GA3685
 GA3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3208289227(NAD 83)
 GA3685_MARKER: DD = SURVEY DISK
 GA3685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3685_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3685+STABILITY: SURFACE MOTION
 GA3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3685+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3685
 GA3685  HISTORY     - Date     Condition        Report By
 GA3685  HISTORY     - 1988     MONUMENTED       AEROS
 GA3685
 GA3685                          STATION DESCRIPTION
 GA3685
 GA3685'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3685'THE STATION IS LOCATED ABOUT 7.0 KM (4.3 MI)
 GA3685'NORTHWEST OF DOWNTOWN KNOXVILLE,
 GA3685'1.8 KM (1.1 MI) NORTHWEST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3685'AND 275, AND AT THE JUNCTION OF INTERSTATE 75 AND MERCHANT DRIVE
 GA3685'(CEDAR DRIVE).
 GA3685'OWNERSHIP--CITY OF KNOXVILLE.
 GA3685'
 GA3685'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3685'HIGHWAY 441 (BROADWAY), GO SOUTHWEST FOR 3.7 KM (2.3 MI) ON
 GA3685'INTERSTATE 640 TO THE EXIT RAMP LEADING TO INTERSTATE 75 NORTH.
 GA3685'FOLLOW THE EXIT RAMP TO INTERSTATE 75 NORTH AND GO NORTHWEST FOR A
 GA3685'TOTAL DISTANCE OF 1.8 KM (1.1 MI) TO THE STATION ON THE RIGHT IN
 GA3685'THE GRASS, ABOUT 36 METERS (118 FT) NORTHWEST OF THE NORTHEAST END
 GA3685'OF THE INTERSTATE 75 BRIDGE OVER MERCHANT DRIVE.
 GA3685'
 GA3685'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3685'STAMPED---GPS 0021 1988---,
 GA3685'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3685'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3685'9.6 METERS (31.5 FT) NORTHEAST FROM THE CENTERLINE OF THE
 GA3685'INTERSTATE 75 NORTH BOUND LANE,
 GA3685'4.4 METERS (14.5 FT) SOUTH-SOUTHEAST FROM A METAL LIGHT POLE
 GA3685'NUMBERED 150M 4R, AND
 GA3685'35.9 METERS (117.7 FT) NORTHWEST FROM THE NORTH END OF THE BRIDGE
 GA3685'ABUTMENT OF INTERSTATE 75 ON THE EAST SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3686 ***********************************************************************
 GA3686  DESIGNATION -  GPS 0022
 GA3686  PID         -  GA3686
 GA3686  STATE/COUNTY-  TN/KNOX
 GA3686  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3686
 GA3686                         *CURRENT SURVEY CONTROL
 GA3686  ___________________________________________________________________
 GA3686* NAD 83(1995)-  36 00 03.28845(N)    083 57 30.26460(W)     ADJUSTED  
 GA3686* NAVD 88     -       308.8    (meters)    1013.     (feet)  VERTCON   
 GA3686  ___________________________________________________________________
 GA3686  X           -     543,740.827 (meters)                     COMP
 GA3686  Y           -  -5,137,470.006 (meters)                     COMP
 GA3686  Z           -   3,728,437.123 (meters)                     COMP
 GA3686  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GA3686  ELLIP HEIGHT-         278.07  (meters)          (04/12/99) GPS OBS
 GA3686  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3686
 GA3686  HORZ ORDER  -  FIRST
 GA3686  ELLP ORDER  -  FOURTH    CLASS I
 GA3686
 GA3686.The horizontal coordinates were established by GPS observations
 GA3686.and adjusted by the National Geodetic Survey in April 1999..
 GA3686
 GA3686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3686
 GA3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3686
 GA3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3686
 GA3686.The ellipsoidal height was determined by GPS observations
 GA3686.and is referenced to NAD 83.
 GA3686
 GA3686.The geoid height was determined by GEOID03.
 GA3686
 GA3686;                    North         East     Units Scale Factor Converg.
 GA3686;SPC TN       -   186,936.605   784,053.376   MT  0.99995263   +1 11 42.8
 GA3686;SPC TN       -   613,307.84  2,572,348.45   sFT  0.99995263   +1 11 42.8
 GA3686;UTM  17      - 3,988,098.596   233,331.981   MT  1.00047632   -1 44 23.9
 GA3686;UTM  16      - 3,988,329.653   774,168.520   MT  1.00052632   +1 47 20.2
 GA3686
 GA3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3686!SPC TN       -   0.99995636  x   0.99995263  =   0.99990899
 GA3686!UTM  17      -   0.99995636  x   1.00047632  =   1.00043266
 GA3686!UTM  16      -   0.99995636  x   1.00052632  =   1.00048266
 GA3686
 GA3686                          SUPERSEDED SURVEY CONTROL
 GA3686
 GA3686  NAD 83(1995)-  36 00 03.29008(N)    083 57 30.27085(W) AD(       ) 1
 GA3686  NAD 83(1995)-  36 00 03.29011(N)    083 57 30.27085(W) AD(       ) 1
 GA3686  NAD 83(1995)-  36 00 03.28969(N)    083 57 30.27088(W) AD(       ) 1
 GA3686  ELLIP H (05/28/93)  278.01   (m)                       GP(       ) 4 2
 GA3686  NGVD 29 (05/28/93)  309.0    (m)         1014.     (f) GPS OBS        
 GA3686
 GA3686.Superseded values are not recommended for survey control.
 GA3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3686.See file dsdata.txt to determine how the superseded data were derived.
 GA3686
 GA3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3333288099(NAD 83)
 GA3686_MARKER: DD = SURVEY DISK
 GA3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3686_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3686+STABILITY: SURFACE MOTION
 GA3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3686+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3686
 GA3686  HISTORY     - Date     Condition        Report By
 GA3686  HISTORY     - 1988     MONUMENTED       AEROS
 GA3686
 GA3686                          STATION DESCRIPTION
 GA3686
 GA3686'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3686'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI)
 GA3686'NORTHWEST OF DOWNTOWN KNOXVILLE, AND AT THE JUNCTION OF INTERSTATES
 GA3686'640, 75, AND 275.
 GA3686'OWNERSHIP--CITY OF KNOXVILLE.
 GA3686'
 GA3686'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3686'HIGHWAY 441 (BROADWAY), GO SOUTHWEST FOR 3.7 KM (2.3 MI) ON
 GA3686'INTERSTATE 640 TO THE EXIT RAMP FOR INTERSTATE 275 SOUTH AND
 GA3686'INTERSTATE 75 NORTH.  FOLLOW THE LEFT HAND LANE TO INTERSTATE 275
 GA3686'SOUTH FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT 17.3 METERS
 GA3686'(56.7 FT) NORTHEAST OF THE NORTHEAST END OF THE FLYOVER BRIDGE
 GA3686'LEADING TO INTERSTATE 275, AND JUST BEHIND A GUARD RAIL.
 GA3686'
 GA3686'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3686'STAMPED---GPS 0022 1988---,
 GA3686'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3686'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3686'6.4 METERS (21.0 FT) NORTHWEST FROM THE CENTERLINE OF THE OFF RAMP
 GA3686'OF INTERSTATE 640 TO KNOXVILLE (INTERSTATE 275) GOING WEST,
 GA3686'1.0 METERS (3.2 FT) NORTHWEST FROM A GUARD RAIL,
 GA3686'1.2 METERS (3.9 FT) NORTH FROM A STATE ANGLE IRON, AND
 GA3686'17.3 METERS (56.7 FT) NORTH-NORTHEAST FROM THE NORTH END OF THE
 GA3686'BRIDGE ABUTMENT ON THE NORTH SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4035 ***********************************************************************
 FB4035  DESIGNATION -  GPS 0023
 FB4035  PID         -  FB4035
 FB4035  STATE/COUNTY-  TN/KNOX
 FB4035  USGS QUAD   -  KNOXVILLE (1978)
 FB4035
 FB4035                         *CURRENT SURVEY CONTROL
 FB4035  ___________________________________________________________________
 FB4035* NAD 83(1995)-  35 57 26.15519(N)    083 57 05.56620(W)     ADJUSTED  
 FB4035* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 FB4035  ___________________________________________________________________
 FB4035  X           -     544,652.382 (meters)                     COMP
 FB4035  Y           -  -5,140,202.088 (meters)                     COMP
 FB4035  Z           -   3,724,494.135 (meters)                     COMP
 FB4035  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FB4035  ELLIP HEIGHT-         237.88  (meters)          (04/12/99) GPS OBS
 FB4035  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4035
 FB4035  HORZ ORDER  -  FIRST
 FB4035  ELLP ORDER  -  FOURTH    CLASS I
 FB4035
 FB4035.The horizontal coordinates were established by GPS observations
 FB4035.and adjusted by the National Geodetic Survey in April 1999..
 FB4035
 FB4035.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4035
 FB4035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4035
 FB4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4035
 FB4035.The ellipsoidal height was determined by GPS observations
 FB4035.and is referenced to NAD 83.
 FB4035
 FB4035.The geoid height was determined by GEOID03.
 FB4035
 FB4035;                    North         East     Units Scale Factor Converg.
 FB4035;SPC TN       -   182,107.689   784,773.146   MT  0.99995070   +1 11 57.3
 FB4035;SPC TN       -   597,464.98  2,574,709.90   sFT  0.99995070   +1 11 57.3
 FB4035;UTM  17      - 3,983,236.623   233,803.859   MT  1.00047323   -1 44 02.8
 FB4035;UTM  16      - 3,983,505.658   774,938.657   MT  1.00053154   +1 47 28.0
 FB4035
 FB4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4035!SPC TN       -   0.99996267  x   0.99995070  =   0.99991337
 FB4035!UTM  17      -   0.99996267  x   1.00047323  =   1.00043588
 FB4035!UTM  16      -   0.99996267  x   1.00053154  =   1.00049419
 FB4035
 FB4035:                Primary Azimuth Mark                     Grid Az
 FB4035:SPC TN       -  GPS 0048                                 110 05 44.1
 FB4035:UTM  17      -  GPS 0048                                 113 01 44.2
 FB4035:UTM  16      -  GPS 0048                                 109 30 13.4
 FB4035
 FB4035|---------------------------------------------------------------------|
 FB4035| PID    Reference Object                     Distance      Geod. Az  |
 FB4035|                                                           dddmmss.s |
 FB4035| FB4049 GPS 0048                            APPROX. 1.1 KM 1111741.4 |
 FB4035|---------------------------------------------------------------------|
 FB4035
 FB4035                          SUPERSEDED SURVEY CONTROL
 FB4035
 FB4035  NAD 83(1995)-  35 57 26.15615(N)    083 57 05.57266(W) AD(       ) 1
 FB4035  ELLIP H (05/28/93)  237.83   (m)                       GP(       ) 4 2
 FB4035  NGVD 29 (05/28/93)  268.8    (m)          882.     (f) GPS OBS        
 FB4035
 FB4035.Superseded values are not recommended for survey control.
 FB4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4035.See file dsdata.txt to determine how the superseded data were derived.
 FB4035
 FB4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3380483237(NAD 83)
 FB4035_MARKER: DD = SURVEY DISK
 FB4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4035_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4035+STABILITY: SURFACE MOTION
 FB4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4035+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4035
 FB4035  HISTORY     - Date     Condition        Report By
 FB4035  HISTORY     - 1988     MONUMENTED       AEROS
 FB4035
 FB4035                          STATION DESCRIPTION
 FB4035
 FB4035'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4035'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI)
 FB4035'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4035'1.3 KM (0.8 MI) EAST-SOUTHEAST OF THE OVERPASS JUNCTION OF
 FB4035'INTERSTATE 40 AND LIBERTY STREET, AND AT THE JUNCTION OF SUTHERLAND
 FB4035'AVENUE AND CONCORD STREET.
 FB4035'OWNERSHIP--CITY OF KNOXVILLE.
 FB4035'
 FB4035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4035'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 1.5
 FB4035'KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF UNIVERSITY
 FB4035'AVENUE. TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON
 FB4035'UNIVERSITY AVENUE TO THE INTERSECTION OF SUTHERLAND AVENUE.  TURN
 FB4035'LEFT AND GO SOUTHEAST AND SOUTHWEST FOR 0.5 KM (0.3 MI) ON
 FB4035'SUTHERLAND AVENUE TO THE INTERSECTION OF CONCORD STREET AND THE
 FB4035'STATION ON THE LEFT IN A CONCRETE ISLAND IN THE SOUTHWEST QUADRANT
 FB4035'OF THE INTERSECTION.
 FB4035'
 FB4035'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4035'STAMPED---GPS 0023 1988---,
 FB4035'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4035'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4035'0.6 METERS (2.0 FT) SOUTH FROM THE FACE OF A CURB,
 FB4035'8.7 METERS (28.5 FT) SOUTH FROM THE CENTERLINE OF SUTHERLAND
 FB4035'AVENUE, AND
 FB4035'4.7 METERS (15.5 FT) NORTHWEST FROM A TRAFFIC SIGNAL SUPPORT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4036 ***********************************************************************
 FB4036  DESIGNATION -  GPS 0024
 FB4036  PID         -  FB4036
 FB4036  STATE/COUNTY-  TN/KNOX
 FB4036  USGS QUAD   -  KNOXVILLE (1978)
 FB4036
 FB4036                         *CURRENT SURVEY CONTROL
 FB4036  ___________________________________________________________________
 FB4036* NAD 83(1995)-  35 57 43.31252(N)    083 56 51.50976(W)     ADJUSTED  
 FB4036* NAVD 88     -       262.7    (meters)     862.     (feet)  VERTCON   
 FB4036  ___________________________________________________________________
 FB4036  X           -     544,969.424 (meters)                     COMP
 FB4036  Y           -  -5,139,851.367 (meters)                     COMP
 FB4036  Z           -   3,724,918.705 (meters)                     COMP
 FB4036  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FB4036  ELLIP HEIGHT-         231.94  (meters)          (04/12/99) GPS OBS
 FB4036  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4036
 FB4036  HORZ ORDER  -  FIRST
 FB4036  ELLP ORDER  -  FOURTH    CLASS I
 FB4036
 FB4036.The horizontal coordinates were established by GPS observations
 FB4036.and adjusted by the National Geodetic Survey in April 1999..
 FB4036
 FB4036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4036
 FB4036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4036
 FB4036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4036
 FB4036.The ellipsoidal height was determined by GPS observations
 FB4036.and is referenced to NAD 83.
 FB4036
 FB4036.The geoid height was determined by GEOID03.
 FB4036
 FB4036;                    North         East     Units Scale Factor Converg.
 FB4036;SPC TN       -   182,643.744   785,114.203   MT  0.99995089   +1 12 05.5
 FB4036;SPC TN       -   599,223.68  2,575,828.85   sFT  0.99995089   +1 12 05.5
 FB4036;UTM  17      - 3,983,754.792   234,172.094   MT  1.00047082   -1 43 55.2
 FB4036;UTM  16      - 3,984,045.522   775,274.352   MT  1.00053382   +1 47 37.0
 FB4036
 FB4036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4036!SPC TN       -   0.99996360  x   0.99995089  =   0.99991449
 FB4036!UTM  17      -   0.99996360  x   1.00047082  =   1.00043440
 FB4036!UTM  16      -   0.99996360  x   1.00053382  =   1.00049740
 FB4036
 FB4036:                Primary Azimuth Mark                     Grid Az
 FB4036:SPC TN       -  GPS 0023                                 212 27 57.4
 FB4036:UTM  17      -  GPS 0023                                 215 23 58.1
 FB4036:UTM  16      -  GPS 0023                                 211 52 25.9
 FB4036
 FB4036|---------------------------------------------------------------------|
 FB4036| PID    Reference Object                     Distance      Geod. Az  |
 FB4036|                                                           dddmmss.s |
 FB4036| FB4035 GPS 0023                            APPROX. 0.6 KM 2134002.9 |
 FB4036| FB4038 GPS 0026                            APPROX. 1.2 KM 3215847.9 |
 FB4036|---------------------------------------------------------------------|
 FB4036
 FB4036                          SUPERSEDED SURVEY CONTROL
 FB4036
 FB4036  NAD 83(1995)-  35 57 43.31352(N)    083 56 51.51619(W) AD(       ) 1
 FB4036  ELLIP H (05/28/93)  231.89   (m)                       GP(       ) 4 2
 FB4036  NGVD 29 (05/28/93)  262.8    (m)          862.     (f) GPS OBS        
 FB4036
 FB4036.Superseded values are not recommended for survey control.
 FB4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4036.See file dsdata.txt to determine how the superseded data were derived.
 FB4036
 FB4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3417283755(NAD 83)
 FB4036_MARKER: DD = SURVEY DISK
 FB4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4036_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4036+STABILITY: SURFACE MOTION
 FB4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4036+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4036
 FB4036  HISTORY     - Date     Condition        Report By
 FB4036  HISTORY     - 1988     MONUMENTED       AEROS
 FB4036
 FB4036                          STATION DESCRIPTION
 FB4036
 FB4036'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4036'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 FB4036'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4036'1.5 KM (0.9 MI) EAST OF THE OVERPASS JUNCTION OF INTERSTATE 40 AND
 FB4036'LIBERTY STREET,
 FB4036'0.57 KM (0.35 MI) NORTH-NORTHEAST OF THE JUNCTION OF SUTHERLAND
 FB4036'AVENUE AND CONCORD STREET.
 FB4036'OWNERSHIP--CITY OF KNOXVILLE.
 FB4036'
 FB4036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4036'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 1.4
 FB4036'KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF UNIVERSITY
 FB4036'AVENUE. TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON
 FB4036'UNIVERSITY AVENUE TO THE INTERSECTION OF SUTHERLAND AVENUE AND THE
 FB4036'STATION ON THE LEFT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 FB4036'
 FB4036'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4036'STAMPED---GPS 0024 1988---,
 FB4036'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4036'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4036'1.1 METERS (3.7 FT) WEST FROM THE FACE OF A CURB,
 FB4036'9.4 METERS (31.0 FT) WEST FROM THE CENTERLINE OF SUTHERLAND AVENUE,
 FB4036'1.5 METERS (5.0 FT) NORTH FROM THE CENTER OF A STORM SEWER MANHOLE,
 FB4036'AND
 FB4036'9.6 METERS (31.5 FT) NORTH FROM A POWER POLE NUMBERED 17092.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4037 ***********************************************************************
 FB4037  DESIGNATION -  GPS 0025
 FB4037  PID         -  FB4037
 FB4037  STATE/COUNTY-  TN/KNOX
 FB4037  USGS QUAD   -  KNOXVILLE (1978)
 FB4037
 FB4037                         *CURRENT SURVEY CONTROL
 FB4037  ___________________________________________________________________
 FB4037* NAD 83(1995)-  35 57 59.82008(N)    083 56 23.04146(W)     ADJUSTED  
 FB4037* NAVD 88     -       274.3    (meters)     900.     (feet)  VERTCON   
 FB4037  ___________________________________________________________________
 FB4037  X           -     545,648.253 (meters)                     COMP
 FB4037  Y           -  -5,139,488.269 (meters)                     COMP
 FB4037  Z           -   3,725,337.323 (meters)                     COMP
 FB4037  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FB4037  ELLIP HEIGHT-         243.51  (meters)          (04/12/99) GPS OBS
 FB4037  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4037
 FB4037  HORZ ORDER  -  FIRST
 FB4037  ELLP ORDER  -  FOURTH    CLASS I
 FB4037
 FB4037.The horizontal coordinates were established by GPS observations
 FB4037.and adjusted by the National Geodetic Survey in April 1999..
 FB4037
 FB4037.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4037
 FB4037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4037
 FB4037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4037
 FB4037.The ellipsoidal height was determined by GPS observations
 FB4037.and is referenced to NAD 83.
 FB4037
 FB4037.The geoid height was determined by GEOID03.
 FB4037
 FB4037;                    North         East     Units Scale Factor Converg.
 FB4037;SPC TN       -   183,167.385   785,816.644   MT  0.99995107   +1 12 22.2
 FB4037;SPC TN       -   600,941.66  2,578,133.44   sFT  0.99995107   +1 12 22.2
 FB4037;UTM  17      - 3,984,242.048   234,900.792   MT  1.00046605   -1 43 39.2
 FB4037;UTM  16      - 3,984,576.706   775,971.752   MT  1.00053856   +1 47 54.5
 FB4037
 FB4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4037!SPC TN       -   0.99996178  x   0.99995107  =   0.99991285
 FB4037!UTM  17      -   0.99996178  x   1.00046605  =   1.00042781
 FB4037!UTM  16      -   0.99996178  x   1.00053856  =   1.00050032
 FB4037
 FB4037                          SUPERSEDED SURVEY CONTROL
 FB4037
 FB4037  NAD 83(1995)-  35 57 59.82107(N)    083 56 23.04791(W) AD(       ) 1
 FB4037  ELLIP H (05/28/93)  243.46   (m)                       GP(       ) 4 2
 FB4037  NGVD 29 (05/28/93)  274.4    (m)          900.     (f) GPS OBS        
 FB4037
 FB4037.Superseded values are not recommended for survey control.
 FB4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4037.See file dsdata.txt to determine how the superseded data were derived.
 FB4037
 FB4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3490184242(NAD 83)
 FB4037_MARKER: DD = SURVEY DISK
 FB4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4037_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4037+STABILITY: SURFACE MOTION
 FB4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4037+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4037
 FB4037  HISTORY     - Date     Condition        Report By
 FB4037  HISTORY     - 1988     MONUMENTED       AEROS
 FB4037
 FB4037                          STATION DESCRIPTION
 FB4037
 FB4037'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4037'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI)
 FB4037'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4037'1.1 KM (0.7 MI) WEST OF THE JUNCTION OF INTERSTATES 40 AND 275,
 FB4037'1.2 KM (0.75 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATE 275
 FB4037'AND BAXTER AVENUE.
 FB4037'OWNERSHIP--CITY OF KNOXVILLE.
 FB4037'
 FB4037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4037'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 1.4
 FB4037'KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF UNIVERSITY
 FB4037'AVENUE AND THE STATION ON THE RIGHT, IN A GRASS ISLAND IN THE
 FB4037'SOUTHEAST QUADRANT OF THE INTERSECTION.
 FB4037'
 FB4037'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4037'STAMPED---GPS 0025 1988---,
 FB4037'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4037'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4037'7.0 METERS (23.0 FT) SOUTH FROM THE CENTERLINE OF UNIVERSITY
 FB4037'AVENUE,
 FB4037'8.7 METERS (28.7 FT) EAST FROM THE CENTERLINE OF WESTERN AVENUE,
 FB4037'AND
 FB4037'2.7 METERS (9.0 FT) NORTH FROM A POWER POLE NUMBERED 23490.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4038 ***********************************************************************
 FB4038  DESIGNATION -  GPS 0026
 FB4038  PID         -  FB4038
 FB4038  STATE/COUNTY-  TN/KNOX
 FB4038  USGS QUAD   -  KNOXVILLE (1978)
 FB4038
 FB4038                         *CURRENT SURVEY CONTROL
 FB4038  ___________________________________________________________________
 FB4038* NAD 83(1995)-  35 58 13.85066(N)    083 57 20.88264(W)     ADJUSTED  
 FB4038* NAVD 88     -       268.5    (meters)     881.     (feet)  VERTCON   
 FB4038  ___________________________________________________________________
 FB4038  X           -     544,179.773 (meters)                     COMP
 FB4038  Y           -  -5,139,383.883 (meters)                     COMP
 FB4038  Z           -   3,725,683.974 (meters)                     COMP
 FB4038  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FB4038  ELLIP HEIGHT-         237.79  (meters)          (04/12/99) GPS OBS
 FB4038  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4038
 FB4038  HORZ ORDER  -  FIRST
 FB4038  ELLP ORDER  -  FOURTH    CLASS I
 FB4038
 FB4038.The horizontal coordinates were established by GPS observations
 FB4038.and adjusted by the National Geodetic Survey in April 1999..
 FB4038
 FB4038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4038
 FB4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4038
 FB4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4038
 FB4038.The ellipsoidal height was determined by GPS observations
 FB4038.and is referenced to NAD 83.
 FB4038
 FB4038.The geoid height was determined by GEOID03.
 FB4038
 FB4038;                    North         East     Units Scale Factor Converg.
 FB4038;SPC TN       -   183,569.330   784,358.733   MT  0.99995123   +1 11 48.3
 FB4038;SPC TN       -   602,260.38  2,573,350.28   sFT  0.99995123   +1 11 48.3
 FB4038;UTM  17      - 3,984,718.333   233,464.617   MT  1.00047546   -1 44 13.8
 FB4038;UTM  16      - 3,984,963.782   774,508.911   MT  1.00052863   +1 47 21.1
 FB4038
 FB4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4038!SPC TN       -   0.99996268  x   0.99995123  =   0.99991391
 FB4038!UTM  17      -   0.99996268  x   1.00047546  =   1.00043812
 FB4038!UTM  16      -   0.99996268  x   1.00052863  =   1.00049129
 FB4038
 FB4038:                Primary Azimuth Mark                     Grid Az
 FB4038:SPC TN       -  GPS 0024                                 140 46 42.3
 FB4038:UTM  17      -  GPS 0024                                 143 42 44.4
 FB4038:UTM  16      -  GPS 0024                                 140 11 09.5
 FB4038
 FB4038|---------------------------------------------------------------------|
 FB4038| PID    Reference Object                     Distance      Geod. Az  |
 FB4038|                                                           dddmmss.s |
 FB4038| FB4036 GPS 0024                            APPROX. 1.2 KM 1415830.6 |
 FB4038|---------------------------------------------------------------------|
 FB4038
 FB4038                          SUPERSEDED SURVEY CONTROL
 FB4038
 FB4038  NAD 83(1995)-  35 58 13.85166(N)    083 57 20.88907(W) AD(       ) 1
 FB4038  ELLIP H (05/28/93)  237.74   (m)                       GP(       ) 4 2
 FB4038  NGVD 29 (05/28/93)  268.7    (m)          882.     (f) GPS OBS        
 FB4038
 FB4038.Superseded values are not recommended for survey control.
 FB4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4038.See file dsdata.txt to determine how the superseded data were derived.
 FB4038
 FB4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3346584718(NAD 83)
 FB4038_MARKER: DD = SURVEY DISK
 FB4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4038_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4038+STABILITY: SURFACE MOTION
 FB4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4038+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4038
 FB4038  HISTORY     - Date     Condition        Report By
 FB4038  HISTORY     - 1988     MONUMENTED       AEROS
 FB4038  HISTORY     - 20010322 GOOD             USPSQD
 FB4038  HISTORY     - 20060112 GOOD             USPSQD
 FB4038
 FB4038                          STATION DESCRIPTION
 FB4038
 FB4038'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4038'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 FB4038'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4038'2.0 KM (1.25 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE
 FB4038'640/75 AND STATE HIGHWAY 62 (WESTERN AVENUE), AND AT THE JUNCTION
 FB4038'OF STATE HIGHWAY 62 AND KEITH AVENUE.
 FB4038'OWNERSHIP--CITY OF KNOXVILLE.
 FB4038'
 FB4038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4038'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4038'WEST-NORTHWESTERLY FOR 3.1 KM (1.9 MI) ON STATE HIGHWAY 62 TO THE
 FB4038'INTERSECTION OF KEITH AVENUE AND THE STATION ON THE LEFT, IN A
 FB4038'CONCRETE ISLAND IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 FB4038'
 FB4038'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4038'STAMPED---GPS 0026 1988---,
 FB4038'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4038'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4038'10.7 METERS (35.0 FT) NORTHWEST FROM THE CENTERLINE OF KEITH
 FB4038'AVENUE,
 FB4038'3.9 METERS (13.0 FT) WEST FROM A SIGNAL LIGHT POLE, AND
 FB4038'3.3 METERS (11.0 FT) SOUTH FROM A SIGNAL LIGHT POLE WITH A
 FB4038'PEDESTRIAN PUSH BUTTON.
 FB4038
 FB4038                          STATION RECOVERY (2001)
 FB4038
 FB4038'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4038'RECOVERED IN GOOD CONDITION.
 FB4038
 FB4038                          STATION RECOVERY (2006)
 FB4038
 FB4038'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4039 ***********************************************************************
 FB4039  DESIGNATION -  GPS 0027
 FB4039  PID         -  FB4039
 FB4039  STATE/COUNTY-  TN/KNOX
 FB4039  USGS QUAD   -  KNOXVILLE (1978)
 FB4039
 FB4039                         *CURRENT SURVEY CONTROL
 FB4039  ___________________________________________________________________
 FB4039* NAD 83(1995)-  35 59 33.46144(N)    083 56 49.72251(W)     ADJUSTED  
 FB4039* NAVD 88     -       298.7    (meters)     980.     (feet)  VERTCON   
 FB4039  ___________________________________________________________________
 FB4039  X           -     544,806.716 (meters)                     COMP
 FB4039  Y           -  -5,137,892.201 (meters)                     COMP
 FB4039  Z           -   3,727,687.345 (meters)                     COMP
 FB4039  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FB4039  ELLIP HEIGHT-         267.92  (meters)          (04/12/99) GPS OBS
 FB4039  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB4039
 FB4039  HORZ ORDER  -  FIRST
 FB4039  ELLP ORDER  -  FOURTH    CLASS I
 FB4039
 FB4039.The horizontal coordinates were established by GPS observations
 FB4039.and adjusted by the National Geodetic Survey in April 1999..
 FB4039
 FB4039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4039
 FB4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4039
 FB4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4039
 FB4039.The ellipsoidal height was determined by GPS observations
 FB4039.and is referenced to NAD 83.
 FB4039
 FB4039.The geoid height was determined by GEOID03.
 FB4039
 FB4039;                    North         East     Units Scale Factor Converg.
 FB4039;SPC TN       -   186,038.763   785,087.771   MT  0.99995222   +1 12 06.6
 FB4039;SPC TN       -   610,362.17  2,575,742.13   sFT  0.99995222   +1 12 06.6
 FB4039;UTM  17      - 3,987,148.473   234,319.560   MT  1.00046985   -1 43 58.8
 FB4039;UTM  16      - 3,987,442.062   775,212.764   MT  1.00053339   +1 47 42.8
 FB4039
 FB4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4039!SPC TN       -   0.99995795  x   0.99995222  =   0.99991017
 FB4039!UTM  17      -   0.99995795  x   1.00046985  =   1.00042778
 FB4039!UTM  16      -   0.99995795  x   1.00053339  =   1.00049132
 FB4039
 FB4039                          SUPERSEDED SURVEY CONTROL
 FB4039
 FB4039  NAD 83(1995)-  35 59 33.46256(N)    083 56 49.72884(W) AD(       ) 1
 FB4039  ELLIP H (05/28/93)  267.87   (m)                       GP(       ) 4 2
 FB4039  NGVD 29 (05/28/93)  298.8    (m)          980.     (f) GPS OBS        
 FB4039
 FB4039.Superseded values are not recommended for survey control.
 FB4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4039.See file dsdata.txt to determine how the superseded data were derived.
 FB4039
 FB4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3432087148(NAD 83)
 FB4039_MARKER: DD = SURVEY DISK
 FB4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4039_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4039+STABILITY: SURFACE MOTION
 FB4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4039+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4039
 FB4039  HISTORY     - Date     Condition        Report By
 FB4039  HISTORY     - 1988     MONUMENTED       AEROS
 FB4039
 FB4039                          STATION DESCRIPTION
 FB4039
 FB4039'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4039'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 FB4039'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4039'0.5 KM (0.3 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE 275 AND
 FB4039'HEISKELL AVENUE,
 FB4039'0.2 KM (0.1 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF HEISKELL AVENUE
 FB4039'AND CENTRAL STREET.
 FB4039'OWNERSHIP--CITY OF KNOXVILLE.
 FB4039'
 FB4039'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FB4039'NORTHWEST FOR 3.53 KM (2.18 MI) ON INTERSTATE 275 TO THE HEISKELL
 FB4039'AVENUE EXIT.
 FB4039'TURN RIGHT AND GO NORTHEAST FOR 0.39 KM (0.24 MI) ON HEISKELL
 FB4039'AVENUE TO THE INTERSECTION OF CENTRAL STREET.
 FB4039'TURN RIGHT AND GO SOUTHEAST FOR 0.14 KM (0.09 MI) ON CENTRAL STREET
 FB4039'TO THE STATION ON THE RIGHT AT 3009 CENTRAL STREET.
 FB4039'
 FB4039'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4039'STAMPED---GPS 0027 1988---,
 FB4039'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4039'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4039'5.6 METERS (18.5 FT) SOUTHWEST FROM THE CENTERLINE OF CENTRAL
 FB4039'STREET,
 FB4039'8.0 METERS (26.4 FT) EAST FROM A POWER POLE NUMBERED 370, AND
 FB4039'16.4 METERS (53.9 FT) SOUTH-SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3687 ***********************************************************************
 GA3687  DESIGNATION -  GPS 0028
 GA3687  PID         -  GA3687
 GA3687  STATE/COUNTY-  TN/KNOX
 GA3687  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3687
 GA3687                         *CURRENT SURVEY CONTROL
 GA3687  ___________________________________________________________________
 GA3687* NAD 83(1995)-  36 02 51.49110(N)    083 55 40.38964(W)     ADJUSTED  
 GA3687* NAVD 88     -       344.5    (meters)    1130.     (feet)  VERTCON   
 GA3687  ___________________________________________________________________
 GA3687  X           -     546,157.930 (meters)                     COMP
 GA3687  Y           -  -5,134,176.229 (meters)                     COMP
 GA3687  Z           -   3,732,651.242 (meters)                     COMP
 GA3687  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GA3687  ELLIP HEIGHT-         313.75  (meters)          (04/12/99) GPS OBS
 GA3687  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3687
 GA3687  HORZ ORDER  -  FIRST
 GA3687  ELLP ORDER  -  FOURTH    CLASS I
 GA3687
 GA3687.The horizontal coordinates were established by GPS observations
 GA3687.and adjusted by the National Geodetic Survey in April 1999..
 GA3687
 GA3687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3687
 GA3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3687
 GA3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3687
 GA3687.The ellipsoidal height was determined by GPS observations
 GA3687.and is referenced to NAD 83.
 GA3687
 GA3687.The geoid height was determined by GEOID03.
 GA3687
 GA3687;                    North         East     Units Scale Factor Converg.
 GA3687;SPC TN       -   192,177.386   786,694.723   MT  0.99995532   +1 12 47.2
 GA3687;SPC TN       -   630,501.97  2,581,014.27   sFT  0.99995532   +1 12 47.2
 GA3687;UTM  17      - 3,993,199.816   236,239.797   MT  1.00045731   -1 43 26.2
 GA3687;UTM  16      - 3,993,600.632   776,756.825   MT  1.00054389   +1 48 32.2
 GA3687
 GA3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3687!SPC TN       -   0.99995076  x   0.99995532  =   0.99990608
 GA3687!UTM  17      -   0.99995076  x   1.00045731  =   1.00040805
 GA3687!UTM  16      -   0.99995076  x   1.00054389  =   1.00049462
 GA3687
 GA3687:                Primary Azimuth Mark                     Grid Az
 GA3687:SPC TN       -  GPS 0029                                 033 45 31.2
 GA3687:UTM  17      -  GPS 0029                                 036 41 44.6
 GA3687:UTM  16      -  GPS 0029                                 033 09 46.2
 GA3687
 GA3687|---------------------------------------------------------------------|
 GA3687| PID    Reference Object                     Distance      Geod. Az  |
 GA3687|                                                           dddmmss.s |
 GA3687| GA3688 GPS 0029                            APPROX. 0.6 KM 0345818.4 |
 GA3687|---------------------------------------------------------------------|
 GA3687
 GA3687                          SUPERSEDED SURVEY CONTROL
 GA3687
 GA3687  NAD 83(1995)-  36 02 51.49295(N)    083 55 40.39582(W) AD(       ) 1
 GA3687  NAD 83(1995)-  36 02 51.49302(N)    083 55 40.39582(W) AD(       ) 1
 GA3687  NAD 83(1995)-  36 02 51.49244(N)    083 55 40.39585(W) AD(       ) 1
 GA3687  ELLIP H (05/28/93)  313.68   (m)                       GP(       ) 4 2
 GA3687  NGVD 29 (05/28/93)  344.7    (m)         1131.     (f) GPS OBS        
 GA3687
 GA3687.Superseded values are not recommended for survey control.
 GA3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3687.See file dsdata.txt to determine how the superseded data were derived.
 GA3687
 GA3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3624093200(NAD 83)
 GA3687_MARKER: DD = SURVEY DISK
 GA3687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3687_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3687+STABILITY: SURFACE MOTION
 GA3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3687+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3687
 GA3687  HISTORY     - Date     Condition        Report By
 GA3687  HISTORY     - 1988     MONUMENTED       AEROS
 GA3687
 GA3687                          STATION DESCRIPTION
 GA3687
 GA3687'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3687'THE STATION IS LOCATED ABOUT 9.6 KM (5.9 MI)
 GA3687'NORTH OF DOWNTOWN KNOXVILLE,
 GA3687'5.8 KM (3.6 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3687'AND 275,
 GA3687'1.3 KM (0.8 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 441
 GA3687'(BROADWAY) AND RIFLE RANGE ROAD.
 GA3687'OWNERSHIP--CITY OF KNOXVILLE.
 GA3687'
 GA3687'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3687'HIGHWAY 441 (BROADWAY), GO NORTHERLY FOR 3.60 KM (2.22 MI) ON U.S.
 GA3687'HIGHWAY 441 TO THE STATION ON THE LEFT IN A GRASS MEDIAN OPPOSITE
 GA3687'5709 BROADWAY.
 GA3687'
 GA3687'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3687'STAMPED---GPS 0028 1988---,
 GA3687'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3687'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3687'5.5 METERS (18.0 FT) NORTHWEST FROM THE CENTERLINE OF NORTH BOUND
 GA3687'BROADWAY,
 GA3687'7.1 METERS (23.3 FT) SOUTHEAST FROM THE CENTERLINE OF SOUTH BOUND
 GA3687'BROADWAY, AND
 GA3687'14 METERS (47 FT) NORTHEAST FROM A LIGHT POLE NUMBERED 16976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3688 ***********************************************************************
 GA3688  DESIGNATION -  GPS 0029
 GA3688  PID         -  GA3688
 GA3688  STATE/COUNTY-  TN/KNOX
 GA3688  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3688
 GA3688                         *CURRENT SURVEY CONTROL
 GA3688  ___________________________________________________________________
 GA3688* NAD 83(1995)-  36 03 07.64236(N)    083 55 26.47716(W)     ADJUSTED  
 GA3688* NAVD 88     -       374.5    (meters)    1229.     (feet)  VERTCON   
 GA3688  ___________________________________________________________________
 GA3688  X           -     546,475.777 (meters)                     COMP
 GA3688  Y           -  -5,133,872.113 (meters)                     COMP
 GA3688  Z           -   3,733,071.364 (meters)                     COMP
 GA3688  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GA3688  ELLIP HEIGHT-         343.68  (meters)          (04/12/99) GPS OBS
 GA3688  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3688
 GA3688  HORZ ORDER  -  FIRST
 GA3688  ELLP ORDER  -  FOURTH    CLASS I
 GA3688
 GA3688.The horizontal coordinates were established by GPS observations
 GA3688.and adjusted by the National Geodetic Survey in April 1999..
 GA3688
 GA3688.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3688
 GA3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3688
 GA3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3688
 GA3688.The ellipsoidal height was determined by GPS observations
 GA3688.and is referenced to NAD 83.
 GA3688
 GA3688.The geoid height was determined by GEOID03.
 GA3688
 GA3688;                    North         East     Units Scale Factor Converg.
 GA3688;SPC TN       -   192,682.448   787,032.306   MT  0.99995562   +1 12 55.3
 GA3688;SPC TN       -   632,159.00  2,582,121.82   sFT  0.99995562   +1 12 55.3
 GA3688;UTM  17      - 3,993,687.160   236,602.998   MT  1.00045494   -1 43 18.6
 GA3688;UTM  16      - 3,994,109.478   777,089.332   MT  1.00054616   +1 48 41.1
 GA3688
 GA3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3688!SPC TN       -   0.99994606  x   0.99995562  =   0.99990169
 GA3688!UTM  17      -   0.99994606  x   1.00045494  =   1.00040098
 GA3688!UTM  16      -   0.99994606  x   1.00054616  =   1.00049219
 GA3688
 GA3688:                Primary Azimuth Mark                     Grid Az
 GA3688:SPC TN       -  GPS 0028                                 213 45 31.3
 GA3688:UTM  17      -  GPS 0028                                 216 41 45.2
 GA3688:UTM  16      -  GPS 0028                                 213 09 45.5
 GA3688
 GA3688|---------------------------------------------------------------------|
 GA3688| PID    Reference Object                     Distance      Geod. Az  |
 GA3688|                                                           dddmmss.s |
 GA3688| GA3687 GPS 0028                            APPROX. 0.6 KM 2145826.6 |
 GA3688|---------------------------------------------------------------------|
 GA3688
 GA3688                          SUPERSEDED SURVEY CONTROL
 GA3688
 GA3688  NAD 83(1995)-  36 03 07.64421(N)    083 55 26.48336(W) AD(       ) 1
 GA3688  NAD 83(1995)-  36 03 07.64427(N)    083 55 26.48336(W) AD(       ) 1
 GA3688  NAD 83(1995)-  36 03 07.64366(N)    083 55 26.48340(W) AD(       ) 1
 GA3688  ELLIP H (05/28/93)  343.61   (m)                       GP(       ) 4 2
 GA3688  NGVD 29 (05/28/93)  374.6    (m)         1229.     (f) GPS OBS        
 GA3688
 GA3688.Superseded values are not recommended for survey control.
 GA3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3688.See file dsdata.txt to determine how the superseded data were derived.
 GA3688
 GA3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3660393687(NAD 83)
 GA3688_MARKER: DD = SURVEY DISK
 GA3688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3688_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3688+STABILITY: SURFACE MOTION
 GA3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3688+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 GA3688
 GA3688  HISTORY     - Date     Condition        Report By
 GA3688  HISTORY     - 1988     MONUMENTED       AEROS
 GA3688  HISTORY     - 20040319 GOOD             INDIV
 GA3688
 GA3688                          STATION DESCRIPTION
 GA3688
 GA3688'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3688'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 GA3688'NORTH OF DOWNTOWN KNOXVILLE,
 GA3688'6.6 KM (4.1 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3688'AND 275,
 GA3688'0.6 KM (0.4 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 441
 GA3688'(BROADWAY) AND RIFLE RANGE ROAD.
 GA3688'OWNERSHIP--CITY OF KNOXVILLE.
 GA3688'
 GA3688'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3688'HIGHWAY 441 (BROADWAY), GO NORTHERLY FOR 4.2 KM (2.6 MI) ON U.S.
 GA3688'HIGHWAY 441 TO THE STATION ON THE RIGHT NEAR THE CREST OF A HILL
 GA3688'AND BEHIND A GUARD RAIL.
 GA3688'
 GA3688'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3688'STAMPED---GPS 0029 1988---,
 GA3688'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3688'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3688'8.1 METERS (26.6 FT) SOUTHEAST FROM THE CENTERLINE OF NORTH BOUND
 GA3688'BROADWAY,
 GA3688'0.4 METERS (1.5 FT) SOUTHEAST FROM A GUARD RAIL, AND
 GA3688'33.8 METERS (110.8 FT) SOUTHWEST FROM A LIGHT POLE.
 GA3688
 GA3688                          STATION RECOVERY (2004)
 GA3688
 GA3688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 GA3688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3689 ***********************************************************************
 GA3689  DESIGNATION -  GPS 0030
 GA3689  PID         -  GA3689
 GA3689  STATE/COUNTY-  TN/KNOX
 GA3689  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3689
 GA3689                         *CURRENT SURVEY CONTROL
 GA3689  ___________________________________________________________________
 GA3689* NAD 83(1995)-  36 01 09.22448(N)    083 55 19.47968(W)     ADJUSTED  
 GA3689* NAVD 88     -       296.9    (meters)     974.     (feet)  VERTCON   
 GA3689  ___________________________________________________________________
 GA3689  X           -     546,870.661 (meters)                     COMP
 GA3689  Y           -  -5,135,926.443 (meters)                     COMP
 GA3689  Z           -   3,730,074.119 (meters)                     COMP
 GA3689  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GA3689  ELLIP HEIGHT-         266.14  (meters)          (04/12/99) GPS OBS
 GA3689  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3689
 GA3689  HORZ ORDER  -  FIRST
 GA3689  ELLP ORDER  -  FOURTH    CLASS I
 GA3689
 GA3689.The horizontal coordinates were established by GPS observations
 GA3689.and adjusted by the National Geodetic Survey in April 1999..
 GA3689
 GA3689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3689
 GA3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3689
 GA3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3689
 GA3689.The ellipsoidal height was determined by GPS observations
 GA3689.and is referenced to NAD 83.
 GA3689
 GA3689.The geoid height was determined by GEOID03.
 GA3689
 GA3689;                    North         East     Units Scale Factor Converg.
 GA3689;SPC TN       -   189,037.262   787,284.883   MT  0.99995360   +1 12 59.4
 GA3689;SPC TN       -   620,199.75  2,582,950.49   sFT  0.99995360   +1 12 59.4
 GA3689;UTM  17      - 3,990,031.994   236,668.535   MT  1.00045453   -1 43 09.6
 GA3689;UTM  16      - 3,990,464.954   777,379.944   MT  1.00054815   +1 48 40.1
 GA3689
 GA3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3689!SPC TN       -   0.99995823  x   0.99995360  =   0.99991183
 GA3689!UTM  17      -   0.99995823  x   1.00045453  =   1.00041274
 GA3689!UTM  16      -   0.99995823  x   1.00054815  =   1.00050636
 GA3689
 GA3689                          SUPERSEDED SURVEY CONTROL
 GA3689
 GA3689  NAD 83(1995)-  36 01 09.22630(N)    083 55 19.48586(W) AD(       ) 1
 GA3689  NAD 83(1995)-  36 01 09.22635(N)    083 55 19.48586(W) AD(       ) 1
 GA3689  NAD 83(1995)-  36 01 09.22581(N)    083 55 19.48589(W) AD(       ) 1
 GA3689  ELLIP H (05/28/93)  266.07   (m)                       GP(       ) 4 2
 GA3689  NGVD 29 (05/28/93)  297.1    (m)          975.     (f) GPS OBS        
 GA3689
 GA3689.Superseded values are not recommended for survey control.
 GA3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3689.See file dsdata.txt to determine how the superseded data were derived.
 GA3689
 GA3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3666990032(NAD 83)
 GA3689_MARKER: DD = SURVEY DISK
 GA3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3689_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3689+STABILITY: SURFACE MOTION
 GA3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3689+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3689
 GA3689  HISTORY     - Date     Condition        Report By
 GA3689  HISTORY     - 1988     MONUMENTED       AEROS
 GA3689
 GA3689                          STATION DESCRIPTION
 GA3689
 GA3689'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3689'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 GA3689'NORTH OF DOWNTOWN KNOXVILLE,
 GA3689'3.9 KM (2.4 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3689'AND 275, AND AT THE JUNCTION OF INTERSTATE 640 AND U.S. HIGHWAY 441
 GA3689'(BROADWAY).
 GA3689'OWNERSHIP--CITY OF KNOXVILLE.
 GA3689'
 GA3689'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 640
 GA3689'WEST (EXIT 393), GO NORTH, WEST, AND SOUTHWEST FOR 7.8 KM (4.8 MI)
 GA3689'ON 640 WEST TO THE NORTHEAST END OF THE BRIDGE OVER U.S. HIGHWAY
 GA3689'441 (BROADWAY) AND THE STATION ON THE RIGHT.
 GA3689'
 GA3689'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3689'STAMPED---GPS 0030 1988---,
 GA3689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3689'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3689'8.4 METERS (27.7 FT) NORTH FROM THE CENTERLINE OF WEST BOUND
 GA3689'INTERSTATE 640,
 GA3689'0.6 METERS (2.0 FT) NORTH FROM A GUARD RAIL, AND
 GA3689'1.2 METERS (4.0 FT) EAST FROM THE EAST END OF A BRIDGE ABUTMENT AT
 GA3689'BROADWAY ON THE NORTH SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4040 ***********************************************************************
 FB4040  DESIGNATION -  GPS 0033
 FB4040  PID         -  FB4040
 FB4040  STATE/COUNTY-  TN/KNOX
 FB4040  USGS QUAD   -  KNOXVILLE (1978)
 FB4040
 FB4040                         *CURRENT SURVEY CONTROL
 FB4040  ___________________________________________________________________
 FB4040* NAD 83(1995)-  35 56 50.53952(N)    083 55 30.72198(W)     ADJUSTED  
 FB4040* NAVD 88     -       256.5    (meters)     842.     (feet)  VERTCON   
 FB4040  ___________________________________________________________________
 FB4040  X           -     547,083.048 (meters)                     COMP
 FB4040  Y           -  -5,140,582.229 (meters)                     COMP
 FB4040  Z           -   3,723,598.352 (meters)                     COMP
 FB4040  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FB4040  ELLIP HEIGHT-         225.74  (meters)          (04/12/99) GPS OBS
 FB4040  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4040
 FB4040  HORZ ORDER  -  FIRST
 FB4040  ELLP ORDER  -  FOURTH    CLASS I
 FB4040
 FB4040.The horizontal coordinates were established by GPS observations
 FB4040.and adjusted by the National Geodetic Survey in April 1999..
 FB4040
 FB4040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4040
 FB4040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4040
 FB4040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4040
 FB4040.The ellipsoidal height was determined by GPS observations
 FB4040.and is referenced to NAD 83.
 FB4040
 FB4040.The geoid height was determined by GEOID03.
 FB4040
 FB4040;                    North         East     Units Scale Factor Converg.
 FB4040;SPC TN       -   181,060.314   787,172.469   MT  0.99995035   +1 12 52.8
 FB4040;SPC TN       -   594,028.71  2,582,581.68   sFT  0.99995035   +1 12 52.8
 FB4040;UTM  17      - 3,982,067.245   236,147.652   MT  1.00045792   -1 43 05.5
 FB4040;UTM  16      - 3,982,482.514   777,350.088   MT  1.00054796   +1 48 22.3
 FB4040
 FB4040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4040!SPC TN       -   0.99996457  x   0.99995035  =   0.99991492
 FB4040!UTM  17      -   0.99996457  x   1.00045792  =   1.00042248
 FB4040!UTM  16      -   0.99996457  x   1.00054796  =   1.00051251
 FB4040
 FB4040:                Primary Azimuth Mark                     Grid Az
 FB4040:SPC TN       -  GPS 0034                                 041 06 06.2
 FB4040:UTM  17      -  GPS 0034                                 044 02 04.5
 FB4040:UTM  16      -  GPS 0034                                 040 30 36.7
 FB4040
 FB4040|---------------------------------------------------------------------|
 FB4040| PID    Reference Object                     Distance      Geod. Az  |
 FB4040|                                                           dddmmss.s |
 FB4040| FB4041 GPS 0034                            APPROX. 1.1 KM 0421859.0 |
 FB4040| FB4049 GPS 0048                            APPROX. 1.5 KM 2971831.4 |
 FB4040|---------------------------------------------------------------------|
 FB4040
 FB4040                          SUPERSEDED SURVEY CONTROL
 FB4040
 FB4040  NAD 83(1995)-  35 56 50.54052(N)    083 55 30.72843(W) AD(       ) 1
 FB4040  ELLIP H (05/28/93)  225.69   (m)                       GP(       ) 4 2
 FB4040  NGVD 29 (05/28/93)  256.6    (m)          842.     (f) GPS OBS        
 FB4040
 FB4040.Superseded values are not recommended for survey control.
 FB4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4040.See file dsdata.txt to determine how the superseded data were derived.
 FB4040
 FB4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3614882067(NAD 83)
 FB4040_MARKER: DD = SURVEY DISK
 FB4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4040_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4040+STABILITY: SURFACE MOTION
 FB4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4040+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4040
 FB4040  HISTORY     - Date     Condition        Report By
 FB4040  HISTORY     - 1988     MONUMENTED       AEROS
 FB4040
 FB4040                          STATION DESCRIPTION
 FB4040
 FB4040'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4040'THE STATION IS LOCATED ABOUT 2.7 KM (1.3 MI)
 FB4040'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4040'2.6 KM (1.6 MI) SOUTH OF THE JUNCTION OF INTERSTATES 40 AND 275,
 FB4040'1.5 KM (0.9 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4040'CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE).
 FB4040'OWNERSHIP--CITY OF KNOXVILLE.
 FB4040'
 FB4040'TO REACH THE STATION FROM THE JUNCTION OF KINGSTON PIKE AND NEYLAND
 FB4040'DRIVE GO SOUTHEAST, EAST, AND NORTHEAST FOR 2.6 KM (1.6 MI) ON
 FB4040'NEYLAND DRIVE TO THE STATION ON THE RIGHT JUST BEYOND A RAILROAD
 FB4040'BRIDGE, AT THE EDGE OF THE PAVEMENT, AND IN FRONT OF A GUARD RAIL.
 FB4040'
 FB4040'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4040'STAMPED---GPS 0033 1988---,
 FB4040'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4040'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4040'0.1 METERS (0.4 FT) NORTHWEST FROM THE FACE OF A GUARD RAIL,
 FB4040'3.3 METERS (10.8 FT) WEST FROM A POWER POLE WITH A STREET LIGHT,
 FB4040'AND 5.9 METERS (19.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE EAST
 FB4040'BOUND LANES OF NEYLAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4041 ***********************************************************************
 FB4041  DESIGNATION -  GPS 0034
 FB4041  PID         -  FB4041
 FB4041  STATE/COUNTY-  TN/KNOX
 FB4041  USGS QUAD   -  KNOXVILLE (1978)
 FB4041
 FB4041                         *CURRENT SURVEY CONTROL
 FB4041  ___________________________________________________________________
 FB4041* NAD 83(1995)-  35 57 17.74225(N)    083 55 00.25935(W)     ADJUSTED  
 FB4041* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 FB4041  ___________________________________________________________________
 FB4041  X           -     547,791.521 (meters)                     COMP
 FB4041  Y           -  -5,140,025.477 (meters)                     COMP
 FB4041  Z           -   3,724,287.015 (meters)                     COMP
 FB4041  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FB4041  ELLIP HEIGHT-         242.62  (meters)          (04/12/99) GPS OBS
 FB4041  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4041
 FB4041  HORZ ORDER  -  FIRST
 FB4041  ELLP ORDER  -  FOURTH    CLASS I
 FB4041
 FB4041.The horizontal coordinates were established by GPS observations
 FB4041.and adjusted by the National Geodetic Survey in April 1999..
 FB4041
 FB4041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4041
 FB4041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4041
 FB4041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4041
 FB4041.The ellipsoidal height was determined by GPS observations
 FB4041.and is referenced to NAD 83.
 FB4041
 FB4041.The geoid height was determined by GEOID03.
 FB4041
 FB4041;                    North         East     Units Scale Factor Converg.
 FB4041;SPC TN       -   181,914.733   787,917.872   MT  0.99995062   +1 13 10.6
 FB4041;SPC TN       -   596,831.92  2,585,027.22   sFT  0.99995062   +1 13 10.6
 FB4041;UTM  17      - 3,982,882.815   236,936.195   MT  1.00045280   -1 42 48.8
 FB4041;UTM  16      - 3,983,345.102   778,087.069   MT  1.00055300   +1 48 41.4
 FB4041
 FB4041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4041!SPC TN       -   0.99996192  x   0.99995062  =   0.99991254
 FB4041!UTM  17      -   0.99996192  x   1.00045280  =   1.00041470
 FB4041!UTM  16      -   0.99996192  x   1.00055300  =   1.00051490
 FB4041
 FB4041:                Primary Azimuth Mark                     Grid Az
 FB4041:SPC TN       -  GPS 0033                                 221 06 06.2
 FB4041:UTM  17      -  GPS 0033                                 224 02 05.6
 FB4041:UTM  16      -  GPS 0033                                 220 30 35.4
 FB4041
 FB4041|---------------------------------------------------------------------|
 FB4041| PID    Reference Object                     Distance      Geod. Az  |
 FB4041|                                                           dddmmss.s |
 FB4041| FB4040 GPS 0033                            APPROX. 1.1 KM 2221916.8 |
 FB4041|---------------------------------------------------------------------|
 FB4041
 FB4041                          SUPERSEDED SURVEY CONTROL
 FB4041
 FB4041  NAD 83(1995)-  35 57 17.74326(N)    083 55 00.26581(W) AD(       ) 1
 FB4041  ELLIP H (05/28/93)  242.57   (m)                       GP(       ) 4 2
 FB4041  NGVD 29 (05/28/93)  273.5    (m)          897.     (f) GPS OBS        
 FB4041
 FB4041.Superseded values are not recommended for survey control.
 FB4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4041.See file dsdata.txt to determine how the superseded data were derived.
 FB4041
 FB4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3693682883(NAD 83)
 FB4041_MARKER: DD = SURVEY DISK
 FB4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4041_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4041+STABILITY: SURFACE MOTION
 FB4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4041+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4041
 FB4041  HISTORY     - Date     Condition        Report By
 FB4041  HISTORY     - 1988     MONUMENTED       AEROS
 FB4041
 FB4041                          STATION DESCRIPTION
 FB4041
 FB4041'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4041'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 FB4041'SOUTH OF DOWNTOWN KNOXVILLE,
 FB4041'1.9 KM (1.2 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATES 40 AND
 FB4041'275,
 FB4041'1.8 KM (1.1 MI) NORTH-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4041'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE).
 FB4041'OWNERSHIP--CITY OF KNOXVILLE.
 FB4041'
 FB4041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4041'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4041'SOUTHEAST FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 441 TO THE STATION ON
 FB4041'THE LEFT NEAR THE SOUTHEAST END OF THE HENLEY STREET BRIDGE, AND IN
 FB4041'A SIDEWALK.
 FB4041'
 FB4041'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4041'STAMPED---GPS 0034 1988---,
 FB4041'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4041'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4041'1.3 METERS (4.3 FT) NORTHEAST FROM THE FACE OF A CURB,
 FB4041'3.2 METERS (10.6 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHEAST END
 FB4041'OF THE WALL ON THE HENLEY STREET BRIDGE, AND
 FB4041'8.2 METERS (27.0 FT) EAST FROM THE CENTERLINE OF HENLEY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3690 ***********************************************************************
 GA3690  DESIGNATION -  GPS 0035
 GA3690  PID         -  GA3690
 GA3690  STATE/COUNTY-  TN/KNOX
 GA3690  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3690
 GA3690                         *CURRENT SURVEY CONTROL
 GA3690  ___________________________________________________________________
 GA3690* NAD 83(1995)-  36 00 06.23056(N)    083 54 44.32108(W)     ADJUSTED  
 GA3690* NAVD 88     -       320.9    (meters)    1053.     (feet)  VERTCON   
 GA3690  ___________________________________________________________________
 GA3690  X           -     547,869.214 (meters)                     COMP
 GA3690  Y           -  -5,136,987.591 (meters)                     COMP
 GA3690  Z           -   3,728,517.577 (meters)                     COMP
 GA3690  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GA3690  ELLIP HEIGHT-         290.13  (meters)          (04/12/99) GPS OBS
 GA3690  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3690
 GA3690  HORZ ORDER  -  FIRST
 GA3690  ELLP ORDER  -  FOURTH    CLASS I
 GA3690
 GA3690.The horizontal coordinates were established by GPS observations
 GA3690.and adjusted by the National Geodetic Survey in April 1999..
 GA3690
 GA3690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3690
 GA3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3690
 GA3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3690
 GA3690.The ellipsoidal height was determined by GPS observations
 GA3690.and is referenced to NAD 83.
 GA3690
 GA3690.The geoid height was determined by GEOID03.
 GA3690
 GA3690;                    North         East     Units Scale Factor Converg.
 GA3690;SPC TN       -   187,114.929   788,206.405   MT  0.99995267   +1 13 20.0
 GA3690;SPC TN       -   613,892.90  2,585,973.85   sFT  0.99995267   +1 13 20.0
 GA3690;UTM  17      - 3,988,064.011   237,490.814   MT  1.00044920   -1 42 46.3
 GA3690
 GA3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3690!SPC TN       -   0.99995447  x   0.99995267  =   0.99990714
 GA3690!UTM  17      -   0.99995447  x   1.00044920  =   1.00040365
 GA3690
 GA3690                          SUPERSEDED SURVEY CONTROL
 GA3690
 GA3690  NAD 83(1995)-  36 00 06.23208(N)    083 54 44.32734(W) AD(       ) 1
 GA3690  NAD 83(1995)-  36 00 06.23210(N)    083 54 44.32734(W) AD(       ) 1
 GA3690  NAD 83(1995)-  36 00 06.23177(N)    083 54 44.32737(W) AD(       ) 1
 GA3690  ELLIP H (05/28/93)  290.07   (m)                       GP(       ) 4 2
 GA3690  NGVD 29 (05/28/93)  321.1    (m)         1053.     (f) GPS OBS        
 GA3690
 GA3690.Superseded values are not recommended for survey control.
 GA3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3690.See file dsdata.txt to determine how the superseded data were derived.
 GA3690
 GA3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3749188064(NAD 83)
 GA3690_MARKER: DD = SURVEY DISK
 GA3690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3690_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3690+STABILITY: SURFACE MOTION
 GA3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3690+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3690
 GA3690  HISTORY     - Date     Condition        Report By
 GA3690  HISTORY     - 1988     MONUMENTED       AEROS
 GA3690
 GA3690                          STATION DESCRIPTION
 GA3690
 GA3690'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3690'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 GA3690'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3690'4.0 KM (2.5 MI) EAST OF THE JUNCTION OF INTERSTATES 640, 75, AND
 GA3690'275,
 GA3690'1.1 KM (0.7 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 GA3690'(BROADWAY) AND WASHINGTON PIKE.
 GA3690'OWNERSHIP--CITY OF KNOXVILLE.
 GA3690'
 GA3690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 GA3690'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO NORTHERLY FOR 3.6
 GA3690'KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY STREET BECOMES
 GA3690'BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT, NEAR JACKSON
 GA3690'AVENUE) TO THE INTERSECTION OF WASHINGTON PIKE. TURN RIGHT AND GO
 GA3690'NORTHEAST FOR 1.1 KM (0.7 MI) ON WASHINGTON PIKE TO THE
 GA3690'INTERSECTION OF WHITTLE SPRINGS ROAD AND THE STATION ON THE LEFT IN
 GA3690'A SIDEWALK, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 GA3690'
 GA3690'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3690'STAMPED---GPS 0035 1988---,
 GA3690'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3690'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3690'6.2 METERS (20.3 FT) NORTH FROM THE CENTERLINE OF WASHINGTON PIKE,
 GA3690'2.1 METERS (6.9 FT) NORTHWEST FROM THE CENTERLINE OF A BELL
 GA3690'TELEPHONE MANHOLE COVER,
 GA3690'1.8 METERS (5.9 FT) NORTHWEST FROM A FIRE HYDRANT NUMBERED 8, AND
 GA3690'3.9 METERS (12.8 FT) SOUTHWEST FROM A POWER POLE WITH AN
 GA3690'UNDERGROUND TELEPHONE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4042 ***********************************************************************
 FB4042  DESIGNATION -  GPS 0036
 FB4042  PID         -  FB4042
 FB4042  STATE/COUNTY-  TN/KNOX
 FB4042  USGS QUAD   -  KNOXVILLE (1978)
 FB4042
 FB4042                         *CURRENT SURVEY CONTROL
 FB4042  ___________________________________________________________________
 FB4042* NAD 83(1995)-  35 56 03.29297(N)    083 54 20.63410(W)     ADJUSTED  
 FB4042* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 FB4042  ___________________________________________________________________
 FB4042  X           -     548,921.962 (meters)                     COMP
 FB4042  Y           -  -5,141,259.575 (meters)                     COMP
 FB4042  Z           -   3,722,429.247 (meters)                     COMP
 FB4042  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FB4042  ELLIP HEIGHT-         242.65  (meters)          (04/12/99) GPS OBS
 FB4042  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB4042
 FB4042  HORZ ORDER  -  FIRST
 FB4042  ELLP ORDER  -  FOURTH    CLASS I
 FB4042
 FB4042.The horizontal coordinates were established by GPS observations
 FB4042.and adjusted by the National Geodetic Survey in April 1999..
 FB4042
 FB4042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4042
 FB4042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4042
 FB4042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4042
 FB4042.The ellipsoidal height was determined by GPS observations
 FB4042.and is referenced to NAD 83.
 FB4042
 FB4042.The geoid height was determined by GEOID03.
 FB4042
 FB4042;                    North         East     Units Scale Factor Converg.
 FB4042;SPC TN       -   179,641.913   788,959.691   MT  0.99994992   +1 13 33.8
 FB4042;SPC TN       -   589,375.18  2,588,445.25   sFT  0.99994992   +1 13 33.8
 FB4042;UTM  17      - 3,980,558.508   237,860.826   MT  1.00044682   -1 42 22.4
 FB4042
 FB4042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4042!SPC TN       -   0.99996192  x   0.99994992  =   0.99991184
 FB4042!UTM  17      -   0.99996192  x   1.00044682  =   1.00040872
 FB4042
 FB4042:                Primary Azimuth Mark                     Grid Az
 FB4042:SPC TN       -  GPS 0037                                 063 44 57.7
 FB4042:UTM  17      -  GPS 0037                                 066 40 53.9
 FB4042
 FB4042|---------------------------------------------------------------------|
 FB4042| PID    Reference Object                     Distance      Geod. Az  |
 FB4042|                                                           dddmmss.s |
 FB4042| FB4043 GPS 0037                            APPROX. 1.2 KM 0645831.5 |
 FB4042|---------------------------------------------------------------------|
 FB4042
 FB4042                          SUPERSEDED SURVEY CONTROL
 FB4042
 FB4042  NAD 83(1995)-  35 56 03.29397(N)    083 54 20.64056(W) AD(       ) 1
 FB4042  ELLIP H (05/28/93)  242.60   (m)                       GP(       ) 4 2
 FB4042  NGVD 29 (05/28/93)  273.5    (m)          897.     (f) GPS OBS        
 FB4042
 FB4042.Superseded values are not recommended for survey control.
 FB4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4042.See file dsdata.txt to determine how the superseded data were derived.
 FB4042
 FB4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3786180559(NAD 83)
 FB4042_MARKER: DD = SURVEY DISK
 FB4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4042_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4042+STABILITY: SURFACE MOTION
 FB4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4042+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4042
 FB4042  HISTORY     - Date     Condition        Report By
 FB4042  HISTORY     - 1988     MONUMENTED       AEROS
 FB4042
 FB4042                          STATION DESCRIPTION
 FB4042
 FB4042'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4042'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 FB4042'SOUTH OF DOWNTOWN KNOXVILLE,
 FB4042'1.0 KM (0.6 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4042'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4042'0.8 KM (0.5 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 33 AND MARTIN
 FB4042'MILL PIKE.
 FB4042'OWNERSHIP--CITY OF KNOXVILLE.
 FB4042'
 FB4042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4042'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4042'SOUTHEAST FOR 3.6 KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4042'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4042'STREET BRIDGE) TO THE INTERSECTION OF YOUNG HIGH PIKE AND THE
 FB4042'STATION ON THE RIGHT, IN FRONT OF BUDDYS BARBEQUE 4401 CHAPMAN
 FB4042'HIGHWAY.
 FB4042'
 FB4042'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4042'STAMPED---GPS 0036 1988---,
 FB4042'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4042'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4042'0.6 METERS (2.2 FT) SOUTHWEST FROM THE FACE OF A CURB,
 FB4042'14.3 METERS (47.0 FT) EAST FROM A POWER POLE NUMBERED 4401, AND
 FB4042'17.4 METERS (57.0 FT) NORTH FROM THE SIGN SUPPORT FOR BUDDYS
 FB4042'BARBEQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4043 ***********************************************************************
 FB4043  DESIGNATION -  GPS 0037
 FB4043  PID         -  FB4043
 FB4043  STATE/COUNTY-  TN/KNOX
 FB4043  USGS QUAD   -  KNOXVILLE (1978)
 FB4043
 FB4043                         *CURRENT SURVEY CONTROL
 FB4043  ___________________________________________________________________
 FB4043* NAD 83(1995)-  35 56 20.22886(N)    083 53 36.01710(W)     ADJUSTED  
 FB4043* NAVD 88     -       275.6    (meters)     904.     (feet)  VERTCON   
 FB4043  ___________________________________________________________________
 FB4043  X           -     550,001.650 (meters)                     COMP
 FB4043  Y           -  -5,140,837.864 (meters)                     COMP
 FB4043  Z           -   3,722,853.193 (meters)                     COMP
 FB4043  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FB4043  ELLIP HEIGHT-         244.85  (meters)          (04/12/99) GPS OBS
 FB4043  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB4043
 FB4043  HORZ ORDER  -  FIRST
 FB4043  ELLP ORDER  -  FOURTH    CLASS I
 FB4043
 FB4043.The horizontal coordinates were established by GPS observations
 FB4043.and adjusted by the National Geodetic Survey in April 1999..
 FB4043
 FB4043.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4043
 FB4043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4043
 FB4043.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4043
 FB4043.The ellipsoidal height was determined by GPS observations
 FB4043.and is referenced to NAD 83.
 FB4043
 FB4043.The geoid height was determined by GEOID03.
 FB4043
 FB4043;                    North         East     Units Scale Factor Converg.
 FB4043;SPC TN       -   180,187.757   790,066.523   MT  0.99995007   +1 13 60.0
 FB4043;SPC TN       -   591,166.00  2,592,076.58   sFT  0.99995007   +1 13 60.0
 FB4043;UTM  17      - 3,981,047.256   238,994.692   MT  1.00043951   -1 41 56.9
 FB4043
 FB4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4043!SPC TN       -   0.99996157  x   0.99995007  =   0.99991164
 FB4043!UTM  17      -   0.99996157  x   1.00043951  =   1.00040107
 FB4043
 FB4043:                Primary Azimuth Mark                     Grid Az
 FB4043:SPC TN       -  GPS 0036                                 243 44 57.7
 FB4043:UTM  17      -  GPS 0036                                 246 40 54.6
 FB4043
 FB4043|---------------------------------------------------------------------|
 FB4043| PID    Reference Object                     Distance      Geod. Az  |
 FB4043|                                                           dddmmss.s |
 FB4043| FB4042 GPS 0036                            APPROX. 1.2 KM 2445857.7 |
 FB4043|---------------------------------------------------------------------|
 FB4043
 FB4043                          SUPERSEDED SURVEY CONTROL
 FB4043
 FB4043  NAD 83(1995)-  35 56 20.22987(N)    083 53 36.02356(W) AD(       ) 1
 FB4043  ELLIP H (05/28/93)  244.81   (m)                       GP(       ) 4 2
 FB4043  NGVD 29 (05/28/93)  275.7    (m)          905.     (f) GPS OBS        
 FB4043
 FB4043.Superseded values are not recommended for survey control.
 FB4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4043.See file dsdata.txt to determine how the superseded data were derived.
 FB4043
 FB4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3899581047(NAD 83)
 FB4043_MARKER: DD = SURVEY DISK
 FB4043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4043_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4043+STABILITY: SURFACE MOTION
 FB4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4043+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4043
 FB4043  HISTORY     - Date     Condition        Report By
 FB4043  HISTORY     - 1988     MONUMENTED       AEROS
 FB4043
 FB4043                          STATION DESCRIPTION
 FB4043
 FB4043'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4043'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 FB4043'SOUTHEAST OF DOWNTOWN KNOXVILLE,
 FB4043'1.5 KM (0.9 MI) EAST-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4043'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4043'0.8 KM (0.5 MI) SOUTHWEST OF THE JUNCTION OF SEVIERVILLE PIKE AND
 FB4043'SOUTH HAVEN ROAD.
 FB4043'OWNERSHIP--CITY OF KNOXVILLE.
 FB4043'
 FB4043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4043'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4043'SOUTHEAST FOR 3.6 KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4043'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4043'STREET BRIDGE) TO THE INTERSECTION OF YOUNG HIGH PIKE.
 FB4043'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON TO THE
 FB4043'INTERSECTION OF WOODLAWN PIKE.
 FB4043'TURN RIGHT AND GO SOUTH FOR 0.13 KM (0.08 MI) ON WOODLAWN PIKE TO
 FB4043'THE INTERSECTION OF TAYLOR ROAD.  TURN LEFT AND GO SOUTHEAST AND
 FB4043'THEN NORTHEASTERLY FOR 0.8 KM (0.5 MI) ON TAYLOR ROAD TO THE
 FB4043'STATION ON THE LEFT IN THE GRASS BEHIND A SIDEWALK, AND JUST WEST
 FB4043'OF THE PAVED ENTRANCE TO YOUNG HIGH SCHOOL.
 FB4043'
 FB4043'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4043'STAMPED---GPS 0037 1988---,
 FB4043'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4043'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4043'0.3 METERS (1.1 FT) NORTH FROM THE BACK OF A SIDEWALK,
 FB4043'6.4 METERS (21.0 FT) NORTH FROM THE CENTERLINE OF TAYLOR ROAD,
 FB4043'7.0 METERS (23.0 FT) NORTHWEST FROM A GAS VALVE IN THE STREET, AND
 FB4043'18.7 METERS (61.5 FT) EAST FROM A CHAIN LINK FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4044 ***********************************************************************
 FB4044  DESIGNATION -  GPS 0038
 FB4044  PID         -  FB4044
 FB4044  STATE/COUNTY-  TN/KNOX
 FB4044  USGS QUAD   -  KNOXVILLE (1978)
 FB4044
 FB4044                         *CURRENT SURVEY CONTROL
 FB4044  ___________________________________________________________________
 FB4044* NAD 83(1995)-  35 55 16.30355(N)    083 52 41.98658(W)     ADJUSTED  
 FB4044* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 FB4044  ___________________________________________________________________
 FB4044  X           -     551,472.741 (meters)                     COMP
 FB4044  Y           -  -5,141,854.262 (meters)                     COMP
 FB4044  Z           -   3,721,265.774 (meters)                     COMP
 FB4044  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FB4044  ELLIP HEIGHT-         258.56  (meters)          (04/12/99) GPS OBS
 FB4044  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB4044
 FB4044  HORZ ORDER  -  FIRST
 FB4044  ELLP ORDER  -  FOURTH    CLASS I
 FB4044
 FB4044.The horizontal coordinates were established by GPS observations
 FB4044.and adjusted by the National Geodetic Survey in April 1999..
 FB4044
 FB4044.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4044
 FB4044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4044
 FB4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4044
 FB4044.The ellipsoidal height was determined by GPS observations
 FB4044.and is referenced to NAD 83.
 FB4044
 FB4044.The geoid height was determined by GEOID03.
 FB4044
 FB4044;                    North         East     Units Scale Factor Converg.
 FB4044;SPC TN       -   178,247.291   791,463.109   MT  0.99994955   +1 14 31.6
 FB4044;SPC TN       -   584,799.65  2,596,658.55   sFT  0.99994955   +1 14 31.6
 FB4044;UTM  17      - 3,979,036.917   240,290.820   MT  1.00043119   -1 41 22.5
 FB4044
 FB4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4044!SPC TN       -   0.99995942  x   0.99994955  =   0.99990897
 FB4044!UTM  17      -   0.99995942  x   1.00043119  =   1.00039059
 FB4044
 FB4044:                Primary Azimuth Mark                     Grid Az
 FB4044:SPC TN       -  GPS 0039                                 087 56 16.8
 FB4044:UTM  17      -  GPS 0039                                 090 52 10.9
 FB4044
 FB4044|---------------------------------------------------------------------|
 FB4044| PID    Reference Object                     Distance      Geod. Az  |
 FB4044|                                                           dddmmss.s |
 FB4044| FB4045 GPS 0039                            APPROX. 0.7 KM 0891048.4 |
 FB4044|---------------------------------------------------------------------|
 FB4044
 FB4044                          SUPERSEDED SURVEY CONTROL
 FB4044
 FB4044  NAD 83(1995)-  35 55 16.30455(N)    083 52 41.99304(W) AD(       ) 1
 FB4044  ELLIP H (05/28/93)  258.51   (m)                       GP(       ) 4 2
 FB4044  NGVD 29 (05/28/93)  289.4    (m)          949.     (f) GPS OBS        
 FB4044
 FB4044.Superseded values are not recommended for survey control.
 FB4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4044.See file dsdata.txt to determine how the superseded data were derived.
 FB4044
 FB4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4029179037(NAD 83)
 FB4044_MARKER: DD = SURVEY DISK
 FB4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4044_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4044+STABILITY: SURFACE MOTION
 FB4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4044+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4044
 FB4044  HISTORY     - Date     Condition        Report By
 FB4044  HISTORY     - 1988     MONUMENTED       AEROS
 FB4044
 FB4044                          STATION DESCRIPTION
 FB4044
 FB4044'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4044'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 FB4044'SOUTHEAST OF DOWNTOWN KNOXVILLE,
 FB4044'3.7 KM (2.3 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4044'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4044'0.9 KM (0.55 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 441 (CHAPMAN
 FB4044'HIGHWAY) AND EAST FORD VALLEY DRIVE.
 FB4044'OWNERSHIP--CITY OF KNOXVILLE.
 FB4044'
 FB4044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4044'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4044'SOUTHEAST FOR 6.8 KM (4.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4044'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4044'STREET BRIDGE) TO THE STATION ON THE RIGHT IN THE SOUTHEAST END OF
 FB4044'A GRASS ISLAND IN FRONT OF THE COLONIAL BUILDING AT 6019 CHAPMAN
 FB4044'HIGHWAY.
 FB4044'
 FB4044'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4044'STAMPED---GPS 0038 1988---,
 FB4044'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4044'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4044'1.4 METERS (4.7 FT) SOUTH FROM THE FACE OF A CURB ON THE STREET SIDE,
 FB4044'16.4 METERS (54.0 FT) NORTHWEST FROM A POWER POLE NUMBERED 560265A,
 FB4044'AND 6.8 METERS (22.5 FT) NORTHWEST FROM THE CENTER OF A SQUARE WATER
 FB4044'METER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4045 ***********************************************************************
 FB4045  DESIGNATION -  GPS 0039
 FB4045  PID         -  FB4045
 FB4045  STATE/COUNTY-  TN/KNOX
 FB4045  USGS QUAD   -  SHOOKS GAP (1987)
 FB4045
 FB4045                         *CURRENT SURVEY CONTROL
 FB4045  ___________________________________________________________________
 FB4045* NAD 83(1995)-  35 55 16.64013(N)    083 52 12.98808(W)     ADJUSTED  
 FB4045* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 FB4045  ___________________________________________________________________
 FB4045  X           -     552,195.930 (meters)                     COMP
 FB4045  Y           -  -5,141,779.542 (meters)                     COMP
 FB4045  Z           -   3,721,280.669 (meters)                     COMP
 FB4045  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FB4045  ELLIP HEIGHT-         269.63  (meters)          (04/12/99) GPS OBS
 FB4045  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB4045
 FB4045  HORZ ORDER  -  FIRST
 FB4045  ELLP ORDER  -  FOURTH    CLASS I
 FB4045
 FB4045.The horizontal coordinates were established by GPS observations
 FB4045.and adjusted by the National Geodetic Survey in April 1999..
 FB4045
 FB4045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4045
 FB4045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4045
 FB4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4045
 FB4045.The ellipsoidal height was determined by GPS observations
 FB4045.and is referenced to NAD 83.
 FB4045
 FB4045.The geoid height was determined by GEOID03.
 FB4045
 FB4045;                    North         East     Units Scale Factor Converg.
 FB4045;SPC TN       -   178,273.451   792,189.678   MT  0.99994956   +1 14 48.6
 FB4045;SPC TN       -   584,885.48  2,599,042.30   sFT  0.99994956   +1 14 48.6
 FB4045;UTM  17      - 3,979,025.876   241,018.125   MT  1.00042654   -1 41 05.5
 FB4045
 FB4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4045!SPC TN       -   0.99995768  x   0.99994956  =   0.99990725
 FB4045!UTM  17      -   0.99995768  x   1.00042654  =   1.00038421
 FB4045
 FB4045:                Primary Azimuth Mark                     Grid Az
 FB4045:SPC TN       -  GPS 0038                                 267 56 16.8
 FB4045:UTM  17      -  GPS 0038                                 270 52 10.9
 FB4045
 FB4045|---------------------------------------------------------------------|
 FB4045| PID    Reference Object                     Distance      Geod. Az  |
 FB4045|                                                           dddmmss.s |
 FB4045| FB4044 GPS 0038                            APPROX. 0.7 KM 2691105.4 |
 FB4045|---------------------------------------------------------------------|
 FB4045
 FB4045                          SUPERSEDED SURVEY CONTROL
 FB4045
 FB4045  NAD 83(1995)-  35 55 16.64114(N)    083 52 12.99455(W) AD(       ) 1
 FB4045  ELLIP H (05/28/93)  269.59   (m)                       GP(       ) 4 2
 FB4045  NGVD 29 (05/28/93)  300.5    (m)          986.     (f) GPS OBS        
 FB4045
 FB4045.Superseded values are not recommended for survey control.
 FB4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4045.See file dsdata.txt to determine how the superseded data were derived.
 FB4045
 FB4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4101879026(NAD 83)
 FB4045_MARKER: DD = SURVEY DISK
 FB4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4045_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4045+STABILITY: SURFACE MOTION
 FB4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4045+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4045
 FB4045  HISTORY     - Date     Condition        Report By
 FB4045  HISTORY     - 1988     MONUMENTED       AEROS
 FB4045
 FB4045                          STATION DESCRIPTION
 FB4045
 FB4045'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4045'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 FB4045'SOUTHEAST OF DOWNTOWN KNOXVILLE,
 FB4045'4.4 KM (2.7 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4045'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4045'30 METERS (100 FT) WEST OF THE JUNCTION OF U.S. HIGHWAY 441 AND
 FB4045'EAST FORD VALLEY DRIVE.
 FB4045'OWNERSHIP--CITY OF KNOXVILLE.
 FB4045'
 FB4045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4045'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO SOUTHWEST AND
 FB4045'WEST FOR 7.4 KM (4.6 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4045'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4045'STREET BRIDGE) TO THE STATION ON THE LEFT ABOUT 30 METERS 100 FT
 FB4045'WEST OF THE INTERSECTION OF EAST FORD VALLEY DRIVE, IN THE GRASS
 FB4045'OFF THE EDGE OF THE PAVEMENT, AND NEAR THE PAVED ENTRANCE TO THE
 FB4045'DOTT BAKER REAL ESTATE AND INSURANCE AGENCY.
 FB4045'
 FB4045'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4045'STAMPED---GPS 0039 1988---,
 FB4045'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4045'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4045'11.4 METERS (37.5 FT) NORTH FROM THE CENTERLINE OF CHAPMAN HIGHWAY,
 FB4045'16.1 METERS (52.8 FT) NORTHWEST FROM A BELL TELEPHONE MANHOLE COVER,
 FB4045'AND 11.7 METERS (38.5 FT) SOUTHEAST FROM THE SUPPORT POLE FOR A
 FB4045'SAFECO INSURANCE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3691 ***********************************************************************
 GA3691  DESIGNATION -  GPS 0040
 GA3691  PID         -  GA3691
 GA3691  STATE/COUNTY-  TN/KNOX
 GA3691  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3691
 GA3691                         *CURRENT SURVEY CONTROL
 GA3691  ___________________________________________________________________
 GA3691* NAD 83(1995)-  36 01 47.36196(N)    083 52 48.09710(W)     ADJUSTED  
 GA3691* NAVD 88     -       315.1    (meters)    1034.     (feet)  VERTCON   
 GA3691  ___________________________________________________________________
 GA3691  X           -     550,567.746 (meters)                     COMP
 GA3691  Y           -  -5,134,850.854 (meters)                     COMP
 GA3691  Z           -   3,731,035.507 (meters)                     COMP
 GA3691  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GA3691  ELLIP HEIGHT-         284.27  (meters)          (04/12/99) GPS OBS
 GA3691  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3691
 GA3691  HORZ ORDER  -  FIRST
 GA3691  ELLP ORDER  -  FOURTH    CLASS I
 GA3691
 GA3691.The horizontal coordinates were established by GPS observations
 GA3691.and adjusted by the National Geodetic Survey in April 1999..
 GA3691
 GA3691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3691
 GA3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3691
 GA3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3691
 GA3691.The ellipsoidal height was determined by GPS observations
 GA3691.and is referenced to NAD 83.
 GA3691
 GA3691.The geoid height was determined by GEOID03.
 GA3691
 GA3691;                    North         East     Units Scale Factor Converg.
 GA3691;SPC TN       -   190,293.692   791,048.903   MT  0.99995422   +1 14 28.0
 GA3691;SPC TN       -   624,321.89  2,595,299.61   sFT  0.99995422   +1 14 28.0
 GA3691;UTM  17      - 3,991,094.501   240,493.836   MT  1.00042987   -1 41 42.0
 GA3691
 GA3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3691!SPC TN       -   0.99995539  x   0.99995422  =   0.99990961
 GA3691!UTM  17      -   0.99995539  x   1.00042987  =   1.00038524
 GA3691
 GA3691:                Primary Azimuth Mark                     Grid Az
 GA3691:SPC TN       -  GPS 0041                                 094 43 24.9
 GA3691:UTM  17      -  GPS 0041                                 097 39 34.9
 GA3691
 GA3691|---------------------------------------------------------------------|
 GA3691| PID    Reference Object                     Distance      Geod. Az  |
 GA3691|                                                           dddmmss.s |
 GA3691| GA3692 GPS 0041                            APPROX. 1.4 KM 0955752.9 |
 GA3691|---------------------------------------------------------------------|
 GA3691
 GA3691                          SUPERSEDED SURVEY CONTROL
 GA3691
 GA3691  NAD 83(1995)-  36 01 47.36477(N)    083 52 48.10319(W) AD(       ) 1
 GA3691  NAD 83(1995)-  36 01 47.36475(N)    083 52 48.10322(W) AD(       ) 1
 GA3691  NAD 83(1995)-  36 01 47.36313(N)    083 52 48.10336(W) AD(       ) 1
 GA3691  ELLIP H (05/28/93)  284.20   (m)                       GP(       ) 4 2
 GA3691  NGVD 29 (05/28/93)  315.2    (m)         1034.     (f) GPS OBS        
 GA3691
 GA3691.Superseded values are not recommended for survey control.
 GA3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3691.See file dsdata.txt to determine how the superseded data were derived.
 GA3691
 GA3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4049491095(NAD 83)
 GA3691_MARKER: DD = SURVEY DISK
 GA3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3691_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3691+STABILITY: SURFACE MOTION
 GA3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3691+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3691
 GA3691  HISTORY     - Date     Condition        Report By
 GA3691  HISTORY     - 1988     MONUMENTED       AEROS
 GA3691
 GA3691                          STATION DESCRIPTION
 GA3691
 GA3691'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3691'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI)
 GA3691'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3691'2.6 KM (1.6 MI) NORTH-NORTHWEST OF THE JUNCTION OF INTERSTATE 40
 GA3691'AND U.S. HIGHWAY 11W (EXIT 392),
 GA3691'1.8 KM (1.1 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF WASHINGTON PIKE
 GA3691'AND MILL ROAD.
 GA3691'OWNERSHIP--CITY OF KNOXVILLE.
 GA3691'
 GA3691'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3691'HIGHWAY 441 (BROADWAY), GO NORTHEAST FOR 3.2 KM (2.0 MI) ON
 GA3691'INTERSTATE 640 TO THE WASHINGTON PIKE EXIT.  AT THE END OF THE EXIT
 GA3691'CONTINUE STRAIGHT AHEAD THROUGH A TRAFFIC LIGHT AND GO
 GA3691'EAST-SOUTHEAST FOR 0.6 KM (0.4 MI) ON MALL ROAD SOUTH TO THE
 GA3691'STATION ON THE RIGHT AT THE PROJECTION OF EAST TOWNE ROAD WEST.
 GA3691'
 GA3691'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3691'STAMPED---GPS 0040 1988---,
 GA3691'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3691'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3691'7.2 METERS (23.6 FT) WEST FROM THE CENTERLINE OF MALL ROAD SOUTH,
 GA3691'15.1 METERS (49.7 FT) WEST FROM THE WEST END OF THE CONCRETE LANE
 GA3691'DIVIDER IN EAST TOWNE ROAD WEST, AND
 GA3691'4.7 METERS (15.5 FT) NORTH FROM THE EXTENED CENTERLINE OF EAST
 GA3691'TOWNE ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3692 ***********************************************************************
 GA3692  DESIGNATION -  GPS 0041
 GA3692  PID         -  GA3692
 GA3692  STATE/COUNTY-  TN/KNOX
 GA3692  USGS QUAD   -  JOHN SEVIER (1992)
 GA3692
 GA3692                         *CURRENT SURVEY CONTROL
 GA3692  ___________________________________________________________________
 GA3692* NAD 83(1995)-  36 01 42.74106(N)    083 51 53.69013(W)     ADJUSTED  
 GA3692* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 GA3692  ___________________________________________________________________
 GA3692  X           -     551,929.477 (meters)                     COMP
 GA3692  Y           -  -5,134,773.528 (meters)                     COMP
 GA3692  Z           -   3,730,909.185 (meters)                     COMP
 GA3692  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GA3692  ELLIP HEIGHT-         265.34  (meters)          (04/12/99) GPS OBS
 GA3692  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA3692
 GA3692  HORZ ORDER  -  FIRST
 GA3692  ELLP ORDER  -  FOURTH    CLASS I
 GA3692
 GA3692.The horizontal coordinates were established by GPS observations
 GA3692.and adjusted by the National Geodetic Survey in April 1999..
 GA3692
 GA3692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3692
 GA3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3692
 GA3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3692
 GA3692.The ellipsoidal height was determined by GPS observations
 GA3692.and is referenced to NAD 83.
 GA3692
 GA3692.The geoid height was determined by GEOID03.
 GA3692
 GA3692;                    North         East     Units Scale Factor Converg.
 GA3692;SPC TN       -   190,180.914   792,413.761   MT  0.99995414   +1 14 59.9
 GA3692;SPC TN       -   623,951.88  2,599,777.48   sFT  0.99995414   +1 14 59.9
 GA3692;UTM  17      - 3,990,911.875   241,851.765   MT  1.00042121   -1 41 09.7
 GA3692
 GA3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3692!SPC TN       -   0.99995836  x   0.99995414  =   0.99991250
 GA3692!UTM  17      -   0.99995836  x   1.00042121  =   1.00037955
 GA3692
 GA3692:                Primary Azimuth Mark                     Grid Az
 GA3692:SPC TN       -  GPS 0040                                 274 43 25.0
 GA3692:UTM  17      -  GPS 0040                                 277 39 34.6
 GA3692
 GA3692|---------------------------------------------------------------------|
 GA3692| PID    Reference Object                     Distance      Geod. Az  |
 GA3692|                                                           dddmmss.s |
 GA3692| GA3691 GPS 0040                            APPROX. 1.4 KM 2755824.9 |
 GA3692|---------------------------------------------------------------------|
 GA3692
 GA3692                          SUPERSEDED SURVEY CONTROL
 GA3692
 GA3692  NAD 83(1995)-  36 01 42.74429(N)    083 51 53.69605(W) AD(       ) 1
 GA3692  NAD 83(1995)-  36 01 42.74426(N)    083 51 53.69608(W) AD(       ) 1
 GA3692  NAD 83(1995)-  36 01 42.74214(N)    083 51 53.69650(W) AD(       ) 1
 GA3692  ELLIP H (05/28/93)  265.26   (m)                       GP(       ) 4 2
 GA3692  NGVD 29 (05/28/93)  296.3    (m)          972.     (f) GPS OBS        
 GA3692
 GA3692.Superseded values are not recommended for survey control.
 GA3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3692.See file dsdata.txt to determine how the superseded data were derived.
 GA3692
 GA3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4185290912(NAD 83)
 GA3692_MARKER: DD = SURVEY DISK
 GA3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3692_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3692+STABILITY: SURFACE MOTION
 GA3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3692+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3692
 GA3692  HISTORY     - Date     Condition        Report By
 GA3692  HISTORY     - 1988     MONUMENTED       AEROS
 GA3692
 GA3692                          STATION DESCRIPTION
 GA3692
 GA3692'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3692'THE STATION IS LOCATED ABOUT 8.6 KM (5.3 MI)
 GA3692'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3692'1.8 KM (1.1 MI) NORTH-NORTHWEST OF THE JUNCTION OF INTERSTATES 40
 GA3692'AND 640 (EXIT 393),
 GA3692'0.7 KM (0.45 MI) EAST-SOUTHEAST OF THE OVERPASS JUNCTION OF
 GA3692'INTERSTATE 640 AND MILLERTOWN PIKE.
 GA3692'OWNERSHIP--CITY OF KNOXVILLE.
 GA3692'
 GA3692'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3692'HIGHWAY 441 (BROADWAY), GO NORTHEAST FOR 3.2 KM (2.0 MI) ON
 GA3692'INTERSTATE 640 TO THE WASHINGTON PIKE EXIT.  AT THE END OF THE EXIT
 GA3692'CONTINUE STRAIGHT AHEAD THROUGH A TRAFFIC LIGHT AND GO
 GA3692'EAST-SOUTHEAST FOR 1.3 KM (0.8 MI) ON MALL ROAD SOUTH TO THE
 GA3692'INTERSECTION OF MILLERTOWN PIKE.
 GA3692'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON MILLERTOWN PIKE
 GA3692'TO THE INTERSECTION OF LOVES CREEK ROAD AT A TRAFFIC LIGHT.
 GA3692'TURN RIGHT AND GO SOUTHEAST FOR 1.1 KM (0.7 MI) ON LOVES CREEK ROAD
 GA3692'TO THE INTERSECTION OF BUFFAT MILL ROAD.
 GA3692'TURN RIGHT AND GO WEST-SOUTHWEST FOR 0.24 KM (0.15 MI) ON BUFFAT
 GA3692'MILL ROAD TO THE STATION AT THE NORTHEAST END OF A BRIDGE, AND AT
 GA3692'THE EDGE OF THE PAVEMENT.
 GA3692'
 GA3692'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3692'STAMPED---GPS 0041 1988---,
 GA3692'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3692'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3692'6.8 METERS (22.4 FT) NORTH FROM THE CENTERLINE OF BUFFAT MILL ROAD,
 GA3692'3.4 METERS (11.2 FT) EAST FROM THE NORTHEAST END OF A CONCRETE
 GA3692'RETAINER WALL ON THE NORTH SIDE OF THE SQUIRE ALFRED BUFFAT BRIDGE,
 GA3692'AND 0.5 METERS (1.6 FT) SOUTH FROM THE FACE OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3693 ***********************************************************************
 GA3693  DESIGNATION -  GPS 0042
 GA3693  PID         -  GA3693
 GA3693  STATE/COUNTY-  TN/KNOX
 GA3693  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3693
 GA3693                         *CURRENT SURVEY CONTROL
 GA3693  ___________________________________________________________________
 GA3693* NAD 83(1995)-  36 00 43.79865(N)    083 53 35.99617(W)     ADJUSTED  
 GA3693* NAVD 88     -       346.1    (meters)    1135.     (feet)  VERTCON   
 GA3693  ___________________________________________________________________
 GA3693  X           -     549,500.555 (meters)                     COMP
 GA3693  Y           -  -5,136,149.221 (meters)                     COMP
 GA3693  Z           -   3,729,469.145 (meters)                     COMP
 GA3693  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GA3693  ELLIP HEIGHT-         315.35  (meters)          (04/12/99) GPS OBS
 GA3693  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3693
 GA3693  HORZ ORDER  -  FIRST
 GA3693  ELLP ORDER  -  FOURTH    CLASS I
 GA3693
 GA3693.The horizontal coordinates were established by GPS observations
 GA3693.and adjusted by the National Geodetic Survey in April 1999..
 GA3693
 GA3693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3693
 GA3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3693
 GA3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3693
 GA3693.The ellipsoidal height was determined by GPS observations
 GA3693.and is referenced to NAD 83.
 GA3693
 GA3693.The geoid height was determined by GEOID03.
 GA3693
 GA3693;                    North         East     Units Scale Factor Converg.
 GA3693;SPC TN       -   188,309.193   789,892.202   MT  0.99995322   +1 13 60.0
 GA3693;SPC TN       -   617,811.08  2,591,504.67   sFT  0.99995322   +1 13 60.0
 GA3693;UTM  17      - 3,989,170.925   239,236.409   MT  1.00043794   -1 42 07.6
 GA3693
 GA3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3693!SPC TN       -   0.99995051  x   0.99995322  =   0.99990373
 GA3693!UTM  17      -   0.99995051  x   1.00043794  =   1.00038843
 GA3693
 GA3693                          SUPERSEDED SURVEY CONTROL
 GA3693
 GA3693  NAD 83(1995)-  36 00 43.80045(N)    083 53 36.00239(W) AD(       ) 1
 GA3693  NAD 83(1995)-  36 00 43.80048(N)    083 53 36.00238(W) AD(       ) 1
 GA3693  NAD 83(1995)-  36 00 43.79990(N)    083 53 36.00243(W) AD(       ) 1
 GA3693  ELLIP H (05/28/93)  315.28   (m)                       GP(       ) 4 2
 GA3693  NGVD 29 (05/28/93)  346.3    (m)         1136.     (f) GPS OBS        
 GA3693
 GA3693.Superseded values are not recommended for survey control.
 GA3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3693.See file dsdata.txt to determine how the superseded data were derived.
 GA3693
 GA3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3923689171(NAD 83)
 GA3693_MARKER: DD = SURVEY DISK
 GA3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3693_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3693+STABILITY: SURFACE MOTION
 GA3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3693+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3693
 GA3693  HISTORY     - Date     Condition        Report By
 GA3693  HISTORY     - 1988     MONUMENTED       AEROS
 GA3693
 GA3693                          STATION DESCRIPTION
 GA3693
 GA3693'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3693'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 GA3693'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3693'2.2 KM (1.35 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE 40
 GA3693'AND U.S. HIGHWAY 11W (EXIT 392),
 GA3693'2.5 KM (1.55 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 640
 GA3693'AND U.S. HIGHWAY 441 (BROADWAY).
 GA3693'OWNERSHIP--CITY OF KNOXVILLE.
 GA3693'
 GA3693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 GA3693'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO NORTHERLY FOR 3.6
 GA3693'KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY STREET BECOMES
 GA3693'BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT, NEAR JACKSON
 GA3693'AVENUE) TO THE INTERSECTION OF WASHINGTON PIKE. TURN RIGHT AND GO
 GA3693'NORTHEAST FOR 1.1 KM (0.7 MI) ON WASHINGTON PIKE TO THE
 GA3693'INTERSECTION OF WHITTLE SPRINGS ROAD.
 GA3693'TURN RIGHT AND GO SOUTHEAST FOR 0.11 KM (0.07 MI) ON WHITTLE
 GA3693'SPRINGS ROAD TO THE INTERSECTION OF BUFFAT MILL ROAD.
 GA3693'TURN LEFT AND GO NORTHEAST FOR 2.1 KM (1.3 MI) ON BUFFAT MILL ROAD
 GA3693'TO THE INTERSECTION OF PROSSER ROAD AND THE STATION IN THE GRASS ON
 GA3693'THE LEFT, ABOUT 36 METERS (85 FT) NORTHEAST OF THE CENTERLINE
 GA3693'EXTENSION OF PROSSER ROAD, AND OPPOSITE THE HOUSE AT 3500 BUFFAT
 GA3693'MILL ROAD.
 GA3693'
 GA3693'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3693'STAMPED---GPS 0042 1988---,
 GA3693'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3693'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3693'16.0 METERS (52.6 FT) NORTH FROM THE CENTERLINE OF BUFFAT MILL ROAD,
 GA3693'13.4 METERS (44.0 FT) SOUTHWEST FROM THE WEST END OF THE RETAINING
 GA3693'WALL AT THE ENTRANCE TO THE KUB RESERVOIR, AND
 GA3693'16.5 METERS (54.2 FT) NORTHWEST FROM A POWER POLE WITH THREE
 GA3693'TRANSFORMERS NEAR THE PAVED ENTRANCE TO THE KUB RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4046 ***********************************************************************
 FB4046  DESIGNATION -  GPS 0043
 FB4046  PID         -  FB4046
 FB4046  STATE/COUNTY-  TN/KNOX
 FB4046  USGS QUAD   -  KNOXVILLE (1978)
 FB4046
 FB4046                         *CURRENT SURVEY CONTROL
 FB4046  ___________________________________________________________________
 FB4046* NAD 83(1995)-  35 59 40.59281(N)    083 53 13.06323(W)     ADJUSTED  
 FB4046* NAVD 88     -       293.3    (meters)     962.     (feet)  VERTCON   
 FB4046  ___________________________________________________________________
 FB4046  X           -     550,189.006 (meters)                     COMP
 FB4046  Y           -  -5,137,184.346 (meters)                     COMP
 FB4046  Z           -   3,727,862.041 (meters)                     COMP
 FB4046  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FB4046  ELLIP HEIGHT-         262.56  (meters)          (04/12/99) GPS OBS
 FB4046  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB4046
 FB4046  HORZ ORDER  -  FIRST
 FB4046  ELLP ORDER  -  FOURTH    CLASS I
 FB4046
 FB4046.The horizontal coordinates were established by GPS observations
 FB4046.and adjusted by the National Geodetic Survey in April 1999..
 FB4046
 FB4046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4046
 FB4046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4046
 FB4046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4046
 FB4046.The ellipsoidal height was determined by GPS observations
 FB4046.and is referenced to NAD 83.
 FB4046
 FB4046.The geoid height was determined by GEOID03.
 FB4046
 FB4046;                    North         East     Units Scale Factor Converg.
 FB4046;SPC TN       -   186,373.990   790,508.376   MT  0.99995231   +1 14 13.4
 FB4046;SPC TN       -   611,462.00  2,593,526.23   sFT  0.99995231   +1 14 13.4
 FB4046;UTM  17      - 3,987,205.760   239,752.934   MT  1.00043463   -1 41 51.5
 FB4046
 FB4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4046!SPC TN       -   0.99995879  x   0.99995231  =   0.99991110
 FB4046!UTM  17      -   0.99995879  x   1.00043463  =   1.00039341
 FB4046
 FB4046                          SUPERSEDED SURVEY CONTROL
 FB4046
 FB4046  NAD 83(1995)-  35 59 40.59412(N)    083 53 13.06948(W) AD(       ) 1
 FB4046  ELLIP H (05/28/93)  262.49   (m)                       GP(       ) 4 2
 FB4046  NGVD 29 (05/28/93)  293.5    (m)          963.     (f) GPS OBS        
 FB4046
 FB4046.Superseded values are not recommended for survey control.
 FB4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4046.See file dsdata.txt to determine how the superseded data were derived.
 FB4046
 FB4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3975387206(NAD 83)
 FB4046_MARKER: DD = SURVEY DISK
 FB4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4046_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4046+STABILITY: SURFACE MOTION
 FB4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4046+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4046
 FB4046  HISTORY     - Date     Condition        Report By
 FB4046  HISTORY     - 1988     MONUMENTED       AEROS
 FB4046
 FB4046                          STATION DESCRIPTION
 FB4046
 FB4046'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4046'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI)
 FB4046'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4046'1.8 KM (1.1 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB4046'HIGHWAY 11W (EXIT 392),
 FB4046'1.3 KM (0.8 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 40 AND
 FB4046'CHERRY STREET (EXIT 390).
 FB4046'OWNERSHIP--CITY OF KNOXVILLE.
 FB4046'
 FB4046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 FB4046'(BROADWAY) AND MAGNOLIA AVENUE, GO NORTHEAST FOR
 FB4046'4.4 KM (2.7 MI) ON MAGNOLIA AVENUE TO THE INTERSECTION OF CASTLE
 FB4046'STREET AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE
 FB4046'INTERSECTION, AND SET IN A SIDEWALK AT 3101 EAST MAGNOLIA AT A TACO
 FB4046'BELL RESTAURANT.
 FB4046'
 FB4046'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4046'STAMPED---GPS 0043 1988---,
 FB4046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4046'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4046'3.4 METERS (11.2 FT) NORTHWEST FROM THE FACE OF A CURB,
 FB4046'4.6 METERS (15.0 FT) WEST FROM A STREET LIGHT POLE,
 FB4046'8.8 METERS (29.0 FT) EAST FROM THE SUPPORT POLE FOR THE TACO BELL
 FB4046'SIGN, AND
 FB4046'5.5 METERS (18.0 FT) NORTH FROM THE CENTER OF THE GRATE OF A CATCH
 FB4046'BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4047 ***********************************************************************
 FB4047  DESIGNATION -  GPS 0044
 FB4047  PID         -  FB4047
 FB4047  STATE/COUNTY-  TN/KNOX
 FB4047  USGS QUAD   -  KNOXVILLE (1978)
 FB4047
 FB4047                         *CURRENT SURVEY CONTROL
 FB4047  ___________________________________________________________________
 FB4047* NAD 83(1995)-  35 58 42.68587(N)    083 52 46.39781(W)     ADJUSTED  
 FB4047* NAVD 88     -       301.7    (meters)     990.     (feet)  VERTCON   
 FB4047  ___________________________________________________________________
 FB4047  X           -     550,965.666 (meters)                     COMP
 FB4047  Y           -  -5,138,162.708 (meters)                     COMP
 FB4047  Z           -   3,726,422.713 (meters)                     COMP
 FB4047  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FB4047  ELLIP HEIGHT-         270.92  (meters)          (04/12/99) GPS OBS
 FB4047  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB4047
 FB4047  HORZ ORDER  -  FIRST
 FB4047  ELLP ORDER  -  FOURTH    CLASS I
 FB4047
 FB4047.The horizontal coordinates were established by GPS observations
 FB4047.and adjusted by the National Geodetic Survey in April 1999..
 FB4047
 FB4047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4047
 FB4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4047
 FB4047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4047
 FB4047.The ellipsoidal height was determined by GPS observations
 FB4047.and is referenced to NAD 83.
 FB4047
 FB4047.The geoid height was determined by GEOID03.
 FB4047
 FB4047;                    North         East     Units Scale Factor Converg.
 FB4047;SPC TN       -   184,604.138   791,214.746   MT  0.99995157   +1 14 29.0
 FB4047;SPC TN       -   605,655.41  2,595,843.71   sFT  0.99995157   +1 14 29.0
 FB4047;UTM  17      - 3,985,401.201   240,368.072   MT  1.00043069   -1 41 33.5
 FB4047
 FB4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4047!SPC TN       -   0.99995748  x   0.99995157  =   0.99990905
 FB4047!UTM  17      -   0.99995748  x   1.00043069  =   1.00038815
 FB4047
 FB4047                          SUPERSEDED SURVEY CONTROL
 FB4047
 FB4047  NAD 83(1995)-  35 58 42.68721(N)    083 52 46.40406(W) AD(       ) 1
 FB4047  ELLIP H (05/28/93)  270.85   (m)                       GP(       ) 4 2
 FB4047  NGVD 29 (05/28/93)  301.8    (m)          990.     (f) GPS OBS        
 FB4047
 FB4047.Superseded values are not recommended for survey control.
 FB4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4047.See file dsdata.txt to determine how the superseded data were derived.
 FB4047
 FB4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4036885401(NAD 83)
 FB4047_MARKER: DD = SURVEY DISK
 FB4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4047_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4047+STABILITY: SURFACE MOTION
 FB4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4047+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4047
 FB4047  HISTORY     - Date     Condition        Report By
 FB4047  HISTORY     - 1988     MONUMENTED       AEROS
 FB4047
 FB4047                          STATION DESCRIPTION
 FB4047
 FB4047'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4047'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 FB4047'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4047'2.4 KM (1.5 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 40 AND
 FB4047'CHERRY STREET (EXIT 390),
 FB4047'1.7 KM (1.05 MI) SOUTHWEST OF THE JUNCTION OF BOYD BRIDGE PIKE AND
 FB4047'HOLSTON HILLS ROAD.
 FB4047'OWNERSHIP--CITY OF KNOXVILLE.
 FB4047'
 FB4047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 FB4047'(BROADWAY) AND MAGNOLIA AVENUE, GO EAST FOR
 FB4047'1.9 KM (1.2 MI) ON MAGNOLIA AVENUE TO THE INTERSECTION OF BELTLAND
 FB4047'STREET ON THE RIGHT.
 FB4047'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 0.6 KM (0.4 MI) ON BELTLAND
 FB4047'STREET TO THE INTERSECTION OF VINE AVENUE.
 FB4047'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON VINE AVENUE TO MC
 FB4047'CONNELL STREET (CHANGES TO WILDER PIKE).
 FB4047'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.0 KM (0.6 MI) ON MC CONNELL
 FB4047'STREET (WILDER PIKE) TO THE INTERSECTION OF BROOKS AVENUE ON THE
 FB4047'LEFT.
 FB4047'TURN LEFT AND GO NORTHEAST FOR 1.3 KM (0.8 MI) ON BROOKS AVENUE TO
 FB4047'THE STATION ON THE LEFT IN A GRASSY AREA BETWEEN THE EDGE OF THE
 FB4047'PAVEMENT AND A PARKING AREA, AND ACROSS FROM THE MOUNT ZION BAPTIST
 FB4047'CHURCH.
 FB4047'
 FB4047'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4047'STAMPED---GPS 0044 1988---,
 FB4047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4047'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4047'4.8 METERS (15.7 FT) NORTH FROM THE CENTERLINE OF BROOKS ROAD,
 FB4047'5.0 METERS (16.3 FT) WEST FROM A FIRE HYDRANT, AND
 FB4047'10.1 METERS (33.3 FT) NORTHWEST FROM A POWER POLE NUMBERED 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4048 ***********************************************************************
 FB4048  DESIGNATION -  GPS 0045
 FB4048  PID         -  FB4048
 FB4048  STATE/COUNTY-  TN/KNOX
 FB4048  USGS QUAD   -  SHOOKS GAP (1987)
 FB4048
 FB4048                         *CURRENT SURVEY CONTROL
 FB4048  ___________________________________________________________________
 FB4048* NAD 83(1995)-  35 59 39.26145(N)    083 50 39.13195(W)     ADJUSTED  
 FB4048* NAVD 88     -       263.3    (meters)     864.     (feet)  VERTCON   
 FB4048  ___________________________________________________________________
 FB4048  X           -     554,022.747 (meters)                     COMP
 FB4048  Y           -  -5,136,773.405 (meters)                     COMP
 FB4048  Z           -   3,727,812.113 (meters)                     COMP
 FB4048  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FB4048  ELLIP HEIGHT-         234.10  (meters)          (04/12/99) GPS OBS
 FB4048  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB4048
 FB4048  HORZ ORDER  -  FIRST
 FB4048  ELLP ORDER  -  FOURTH    CLASS I
 FB4048
 FB4048.The horizontal coordinates were established by GPS observations
 FB4048.and adjusted by the National Geodetic Survey in April 1999..
 FB4048
 FB4048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4048
 FB4048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4048
 FB4048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4048
 FB4048.The ellipsoidal height was determined by GPS observations
 FB4048.and is referenced to NAD 83.
 FB4048
 FB4048.The geoid height was determined by GEOID03.
 FB4048
 FB4048;                    North         East     Units Scale Factor Converg.
 FB4048;SPC TN       -   186,417.042   794,363.722   MT  0.99995229   +1 15 43.5
 FB4048;SPC TN       -   611,603.25  2,606,174.98   sFT  0.99995229   +1 15 43.5
 FB4048;UTM  17      - 3,987,051.303   243,607.240   MT  1.00041008   -1 40 20.9
 FB4048
 FB4048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4048!SPC TN       -   0.99996326  x   0.99995229  =   0.99991555
 FB4048!UTM  17      -   0.99996326  x   1.00041008  =   1.00037332
 FB4048
 FB4048                          SUPERSEDED SURVEY CONTROL
 FB4048
 FB4048  NAD 83(1995)-  35 59 39.26289(N)    083 50 39.13817(W) AD(       ) 1
 FB4048  ELLIP H (05/28/93)  234.03   (m)                       GP(       ) 4 2
 FB4048  NGVD 29 (05/28/93)  263.4    (m)          864.     (f) GPS OBS        
 FB4048
 FB4048.Superseded values are not recommended for survey control.
 FB4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4048.See file dsdata.txt to determine how the superseded data were derived.
 FB4048
 FB4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4360787051(NAD 83)
 FB4048_MARKER: DD = SURVEY DISK
 FB4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4048_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4048+STABILITY: SURFACE MOTION
 FB4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4048+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4048
 FB4048  HISTORY     - Date     Condition        Report By
 FB4048  HISTORY     - 1988     MONUMENTED       AEROS
 FB4048
 FB4048                          STATION DESCRIPTION
 FB4048
 FB4048'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4048'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI)
 FB4048'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4048'3.1 KM (1.9 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB4048'HIGHWAY 11W (EXIT 392),
 FB4048'1.9 KM (1.2 MI) SOUTH OF THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB4048'HIGHWAYS 11E, 70, AND 25W (EXIT 394).
 FB4048'OWNERSHIP--CITY OF KNOXVILLE.
 FB4048'
 FB4048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4048'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4048'NORTH FOR 0.6 KM (0.4 MI) ON U.S. HIGHWAY 441 TO THE INTERSECTION
 FB4048'OF MAGNOLIA AVENUE.
 FB4048'TURN RIGHT AND GO NORTHEAST FOR 8.1 KM (5.0 MI) ON MAGNOLIA AVENUE
 FB4048'TO THE INTERSECTION OF CHILHOWEE DRIVE.
 FB4048'TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON CHILHOWEE DRIVE TO
 FB4048'THE INTERSECTION OF HOLSTON HILLS ROAD.
 FB4048'TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.03 KM (0.02 MI) ON HOLSTON
 FB4048'HILLS ROAD TO THE STATION ON THE LEFT AT THE EDGE OF THE PAVEMENT
 FB4048'AT THE CENTERLINE EXTENSION OF WESTOVER TERRACE.
 FB4048'
 FB4048'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4048'STAMPED---GPS 0045 1988---,
 FB4048'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4048'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4048'4.4 METERS (14.6 FT) SOUTH FROM THE CENTERLINE OF HOLSTON HILLS
 FB4048'ROAD,
 FB4048'19.1 METERS (62.6 FT) WEST FROM THE CENTERLINE OF A 36 INCH
 FB4048'CORRUGATED METAL PIPE, AND
 FB4048'26.2 METERS (86.0 FT) SOUTHWEST FROM THE PROJECTED CENTERLINE OF
 FB4048'CHILHOWEE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4049 ***********************************************************************
 FB4049  DESIGNATION -  GPS 0048
 FB4049  PID         -  FB4049
 FB4049  STATE/COUNTY-  TN/KNOX
 FB4049  USGS QUAD   -  KNOXVILLE (1978)
 FB4049
 FB4049                         *CURRENT SURVEY CONTROL
 FB4049  ___________________________________________________________________
 FB4049* NAD 83(1995)-  35 57 13.21840(N)    083 56 24.75155(W)     ADJUSTED  
 FB4049* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 FB4049  ___________________________________________________________________
 FB4049  X           -     545,693.256 (meters)                     COMP
 FB4049  Y           -  -5,140,318.091 (meters)                     COMP
 FB4049  Z           -   3,724,164.836 (meters)                     COMP
 FB4049  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FB4049  ELLIP HEIGHT-         226.77  (meters)          (04/12/99) GPS OBS
 FB4049  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4049
 FB4049  HORZ ORDER  -  FIRST
 FB4049  ELLP ORDER  -  FOURTH    CLASS I
 FB4049
 FB4049.The horizontal coordinates were established by GPS observations
 FB4049.and adjusted by the National Geodetic Survey in April 1999..
 FB4049
 FB4049.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4049
 FB4049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4049
 FB4049.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4049
 FB4049.The ellipsoidal height was determined by GPS observations
 FB4049.and is referenced to NAD 83.
 FB4049
 FB4049.The geoid height was determined by GEOID03.
 FB4049
 FB4049;                    North         East     Units Scale Factor Converg.
 FB4049;SPC TN       -   181,730.527   785,804.034   MT  0.99995057   +1 12 21.2
 FB4049;SPC TN       -   596,227.57  2,578,092.07   sFT  0.99995057   +1 12 21.2
 FB4049;UTM  17      - 3,982,806.979   234,814.621   MT  1.00046661   -1 43 38.3
 FB4049;UTM  16      - 3,983,138.950   775,973.991   MT  1.00053857   +1 47 51.5
 FB4049
 FB4049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4049!SPC TN       -   0.99996441  x   0.99995057  =   0.99991498
 FB4049!UTM  17      -   0.99996441  x   1.00046661  =   1.00043100
 FB4049!UTM  16      -   0.99996441  x   1.00053857  =   1.00050296
 FB4049
 FB4049:                Primary Azimuth Mark                     Grid Az
 FB4049:SPC TN       -  GPS 0033                                 116 05 38.4
 FB4049:UTM  17      -  GPS 0033                                 119 01 37.9
 FB4049:UTM  16      -  GPS 0033                                 115 30 08.1
 FB4049
 FB4049|---------------------------------------------------------------------|
 FB4049| PID    Reference Object                     Distance      Geod. Az  |
 FB4049|                                                           dddmmss.s |
 FB4049| FB4040 GPS 0033                            APPROX. 1.5 KM 1171759.6 |
 FB4049| FB4035 GPS 0023                            APPROX. 1.1 KM 2911805.4 |
 FB4049|---------------------------------------------------------------------|
 FB4049
 FB4049                          SUPERSEDED SURVEY CONTROL
 FB4049
 FB4049  NAD 83(1995)-  35 57 13.21938(N)    083 56 24.75801(W) AD(       ) 1
 FB4049  ELLIP H (05/28/93)  226.72   (m)                       GP(       ) 4 2
 FB4049  NGVD 29 (05/28/93)  257.7    (m)          845.     (f) GPS OBS        
 FB4049
 FB4049.Superseded values are not recommended for survey control.
 FB4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4049.See file dsdata.txt to determine how the superseded data were derived.
 FB4049
 FB4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3481582807(NAD 83)
 FB4049_MARKER: DD = SURVEY DISK
 FB4049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4049_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4049+STABILITY: SURFACE MOTION
 FB4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4049+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4049
 FB4049  HISTORY     - Date     Condition        Report By
 FB4049  HISTORY     - 1988     MONUMENTED       AEROS
 FB4049
 FB4049                          STATION DESCRIPTION
 FB4049
 FB4049'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4049'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 FB4049'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4049'1.8 KM (1.1 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATES 40
 FB4049'AND 275,
 FB4049'0.5 KM (0.3 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 129
 FB4049'(ALCOA HIGHWAY) AND CUMBERLAND AVENUE.
 FB4049'OWNERSHIP--CITY OF KNOXVILLE.
 FB4049'
 FB4049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4049'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4049'SOUTHEAST FOR 0.5 KM (0.3 MI) ON U.S. HIGHWAY 441 TO THE
 FB4049'INTERSECTION OF CUMBERLAND AVENUE.
 FB4049'TURN RIGHT AND GO SOUTHWEST FOR 1.9 KM (1.2 MI) ON CUMBERLAND
 FB4049'AVENUE TO THE STATION ON THE RIGHT IN THE SIDEWALK IN FRONT OF THE
 FB4049'TENNESSEE TEACHERS CREDIT UNION AT 2223 CUMBERLAND AVENUE.
 FB4049'
 FB4049'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4049'STAMPED---GPS 0048 1988---,
 FB4049'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4049'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4049'9.4 METERS (31.0 FT) NORTH FROM THE CENTERLINE OF CUMBERLAND
 FB4049'AVENUE, 0.9 METERS (3.0 FT) NORTH FROM THE FACE OF A CURB, AND
 FB4049'11.7 METERS (38.5 FT) EAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4050 ***********************************************************************
 FB4050  DESIGNATION -  GPS 0049
 FB4050  PID         -  FB4050
 FB4050  STATE/COUNTY-  TN/KNOX
 FB4050  USGS QUAD   -  KNOXVILLE (1978)
 FB4050
 FB4050                         *CURRENT SURVEY CONTROL
 FB4050  ___________________________________________________________________
 FB4050* NAD 83(1995)-  35 58 24.77249(N)    083 55 07.91632(W)     ADJUSTED  
 FB4050* NAVD 88     -       281.6    (meters)     924.     (feet)  VERTCON   
 FB4050  ___________________________________________________________________
 FB4050  X           -     547,472.879 (meters)                     COMP
 FB4050  Y           -  -5,138,845.906 (meters)                     COMP
 FB4050  Z           -   3,725,964.098 (meters)                     COMP
 FB4050  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FB4050  ELLIP HEIGHT-         250.86  (meters)          (04/12/99) GPS OBS
 FB4050  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4050
 FB4050  HORZ ORDER  -  FIRST
 FB4050  ELLP ORDER  -  FOURTH    CLASS I
 FB4050
 FB4050.The horizontal coordinates were established by GPS observations
 FB4050.and adjusted by the National Geodetic Survey in April 1999..
 FB4050
 FB4050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4050
 FB4050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4050
 FB4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4050
 FB4050.The ellipsoidal height was determined by GPS observations
 FB4050.and is referenced to NAD 83.
 FB4050
 FB4050.The geoid height was determined by GEOID03.
 FB4050
 FB4050;                    North         East     Units Scale Factor Converg.
 FB4050;SPC TN       -   183,976.073   787,682.116   MT  0.99995135   +1 13 06.2
 FB4050;SPC TN       -   603,594.83  2,584,253.74   sFT  0.99995135   +1 13 06.2
 FB4050;UTM  17      - 3,984,954.559   236,806.178   MT  1.00045364   -1 42 56.0
 FB4050;UTM  16      - 3,985,405.133   777,829.864   MT  1.00055124   +1 48 39.8
 FB4050
 FB4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4050!SPC TN       -   0.99996063  x   0.99995135  =   0.99991198
 FB4050!UTM  17      -   0.99996063  x   1.00045364  =   1.00041425
 FB4050!UTM  16      -   0.99996063  x   1.00055124  =   1.00051185
 FB4050
 FB4050                          SUPERSEDED SURVEY CONTROL
 FB4050
 FB4050  NAD 83(1995)-  35 58 24.77365(N)    083 55 07.92270(W) AD(       ) 1
 FB4050  ELLIP H (05/28/93)  250.80   (m)                       GP(       ) 4 2
 FB4050  NGVD 29 (05/28/93)  281.8    (m)          925.     (f) GPS OBS        
 FB4050
 FB4050.Superseded values are not recommended for survey control.
 FB4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4050.See file dsdata.txt to determine how the superseded data were derived.
 FB4050
 FB4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3680684955(NAD 83)
 FB4050_MARKER: DD = SURVEY DISK
 FB4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4050_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4050+STABILITY: SURFACE MOTION
 FB4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4050+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4050
 FB4050  HISTORY     - Date     Condition        Report By
 FB4050  HISTORY     - 1988     MONUMENTED       AEROS
 FB4050
 FB4050                          STATION DESCRIPTION
 FB4050
 FB4050'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4050'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 FB4050'NORTH OF DOWNTOWN KNOXVILLE,
 FB4050'1.1 KM (0.7 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 40 AND
 FB4050'275,
 FB4050'0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF INTERSTATE 40 AND STATE
 FB4050'HIGHWAY 158 (EXIT 388).
 FB4050'OWNERSHIP--CITY OF KNOXVILLE.
 FB4050'
 FB4050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4050'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4050'NORTH FOR 0.6 KM (0.4 MI) ON U.S. HIGHWAY 441 TO THE INTERSECTION
 FB4050'OF MAGNOLIA AVENUE.
 FB4050'TURN RIGHT AND GO NORTHEAST FOR 0.6 KM (0.4 MI) ON MAGNOLIA AVENUE
 FB4050'TO THE INTERSECTION OF MORGAN STREET ON THE LEFT AND THE STATION IN
 FB4050'THE NORTHWEST QUADRANT OF THE INTERSECTION IN A SIDEWALK.
 FB4050'
 FB4050'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4050'STAMPED---GPS 0049 1988---,
 FB4050'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4050'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4050'12.2 METERS (40.1 FT) SOUTHWEST FROM THE CENTERLINE OF MORGAN
 FB4050'STREET,
 FB4050'1.9 METERS (6.3 FT) NORTHEAST FROM A POWER POLE NUMBERED 331 837, AND
 FB4050'1.9 METERS (6.3 FT) NORTH FROM THE EXTENDED FACE OF A CURB LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2835 ***********************************************************************
 FE2835  CBN         -  This is a Cooperative Base Network Control Station.
 FE2835  DESIGNATION -  GPS 0301
 FE2835  PID         -  FE2835
 FE2835  STATE/COUNTY-  TN/SHELBY
 FE2835  USGS QUAD   -  ARLINGTON (1973)
 FE2835
 FE2835                         *CURRENT SURVEY CONTROL
 FE2835  ___________________________________________________________________
 FE2835* NAD 83(1995)-  35 19 30.18409(N)    089 41 39.15048(W)     ADJUSTED  
 FE2835* NAVD 88     -        99.11   (meters)     325.2    (feet)  LEVELING  
 FE2835  ___________________________________________________________________
 FE2835  X           -      27,804.489 (meters)                     COMP
 FE2835  Y           -  -5,209,643.070 (meters)                     COMP
 FE2835  Z           -   3,667,390.146 (meters)                     COMP
 FE2835  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2835  ELLIP HEIGHT-          71.84  (meters)          (04/12/99) GPS OBS
 FE2835  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2835
 FE2835  HORZ ORDER  -  B
 FE2835  VERT ORDER  -  THIRD ?
 FE2835  ELLP ORDER  -  FOURTH    CLASS I
 FE2835
 FE2835.The horizontal coordinates were established by GPS observations
 FE2835.and adjusted by the National Geodetic Survey in April 1999..
 FE2835
 FE2835.The orthometric height was determined by differential leveling.
 FE2835.The vertical network tie was performed by a horz. field party for horz.
 FE2835.obs reductions. Reset procedures were used to establish the elevation.
 FE2835
 FE2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2835
 FE2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2835
 FE2835.The ellipsoidal height was determined by GPS observations
 FE2835.and is referenced to NAD 83.
 FE2835
 FE2835.The geoid height was determined by GEOID03.
 FE2835
 FE2835;                    North         East     Units Scale Factor Converg.
 FE2835;SPC TN       -   116,369.830   264,185.446   MT  0.99998760   -2 09 45.9
 FE2835;SPC TN       -   381,790.02    866,748.42   sFT  0.99998760   -2 09 45.9
 FE2835;UTM  16      - 3,912,421.805   255,095.055   MT  1.00033922   -1 33 31.0
 FE2835
 FE2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2835!SPC TN       -   0.99998872  x   0.99998760  =   0.99997632
 FE2835!UTM  16      -   0.99998872  x   1.00033922  =   1.00032794
 FE2835
 FE2835                          SUPERSEDED SURVEY CONTROL
 FE2835
 FE2835  NAD 83(1995)-  35 19 30.18317(N)    089 41 39.14879(W) AD(       ) B
 FE2835  ELLIP H (05/08/92)   71.86   (m)                       GP(       ) 4 2
 FE2835  NGVD 29 (05/08/92)   99.2    (m)          325.     (f) GPS OBS        
 FE2835
 FE2835.Superseded values are not recommended for survey control.
 FE2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2835.See file dsdata.txt to determine how the superseded data were derived.
 FE2835
 FE2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5509512422(NAD 83)
 FE2835_MARKER: DD = SURVEY DISK
 FE2835_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2835_SP_SET: IRREGULAR CONCRETE MASS
 FE2835_STAMPING: GPS CONTROL POINT 0301
 FE2835_MARK LOGO: MLGW  
 FE2835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2835+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 FE2835
 FE2835  HISTORY     - Date     Condition        Report By
 FE2835  HISTORY     - 1990     MONUMENTED       MLGW
 FE2835  HISTORY     - 19981010 GOOD             TN1620
 FE2835  HISTORY     - 19981210 GOOD             TN1620
 FE2835
 FE2835                          STATION DESCRIPTION
 FE2835
 FE2835'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FE2835'STATION IS LOCATED 81 FT. NORTH OF PLEASEABNT RIDGE RD. AND 935 FT.
 FE2835'EAST OF OSBORNTOWN RD. ON A TRACT OF LAND OWNED BY MLGW AND USED
 FE2835'AS A NATURAL GAS PUMPING STATION.
 FE2835'STATION IS A STEEL DISK CAP EMBEDDED IN CONCRETE AND SET FLUSH WITH
 FE2835'THE GROUND AND IS STAMPED GPS CONTROL POINT 0301.
 FE2835
 FE2835                          STATION RECOVERY (1998)
 FE2835
 FE2835'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2835'RECOVERED IN GOOD CONDITION.
 FE2835
 FE2835                          STATION RECOVERY (1998)
 FE2835
 FE2835'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2168 ***********************************************************************
 FF2168  CBN         -  This is a Cooperative Base Network Control Station.
 FF2168  DESIGNATION -  GPS 0302
 FF2168  PID         -  FF2168
 FF2168  STATE/COUNTY-  TN/SHELBY
 FF2168  USGS QUAD   -  LOCKE (1970)
 FF2168
 FF2168                         *CURRENT SURVEY CONTROL
 FF2168  ___________________________________________________________________
 FF2168* NAD 83(1995)-  35 19 11.70248(N)    090 03 17.26729(W)     ADJUSTED  
 FF2168* NAVD 88     -       106.94   (meters)     350.9    (feet)  LEVELING  
 FF2168  ___________________________________________________________________
 FF2168  X           -      -4,982.783 (meters)                     COMP
 FF2168  Y           -  -5,210,050.560 (meters)                     COMP
 FF2168  Z           -   3,666,929.922 (meters)                     COMP
 FF2168  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF2168  ELLIP HEIGHT-          79.63  (meters)          (04/12/99) GPS OBS
 FF2168  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF2168
 FF2168  HORZ ORDER  -  B
 FF2168  VERT ORDER  -  THIRD ?
 FF2168  ELLP ORDER  -  FOURTH    CLASS I
 FF2168
 FF2168.The horizontal coordinates were established by GPS observations
 FF2168.and adjusted by the National Geodetic Survey in April 1999..
 FF2168
 FF2168.The orthometric height was determined by differential leveling.
 FF2168.The vertical network tie was performed by a horz. field party for horz.
 FF2168.obs reductions. Reset procedures were used to establish the elevation.
 FF2168
 FF2168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2168
 FF2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2168
 FF2168.The ellipsoidal height was determined by GPS observations
 FF2168.and is referenced to NAD 83.
 FF2168
 FF2168.The geoid height was determined by GEOID03.
 FF2168
 FF2168;                    North         East     Units Scale Factor Converg.
 FF2168;SPC TN       -   117,098.391   231,401.254   MT  0.99998840   -2 22 25.8
 FF2168;SPC TN       -   384,180.30    759,188.95   sFT  0.99998840   -2 22 25.8
 FF2168;SPC AR N     -   111,199.933   576,859.201   MT  0.99994652   +1 07 54.9
 FF2168;SPC AR N     -   364,828.45  1,892,578.90   sFT  0.99994652   +1 07 54.9
 FF2168;UTM  15      - 3,912,502.154   767,743.893   MT  1.00048354   +1 42 13.5
 FF2168;UTM  16      - 3,912,804.119   222,290.086   MT  1.00055055   -1 46 02.0
 FF2168
 FF2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2168!SPC TN       -   0.99998750  x   0.99998840  =   0.99997590
 FF2168!SPC AR N     -   0.99998750  x   0.99994652  =   0.99993402
 FF2168!UTM  15      -   0.99998750  x   1.00048354  =   1.00047104
 FF2168!UTM  16      -   0.99998750  x   1.00055055  =   1.00053804
 FF2168
 FF2168                          SUPERSEDED SURVEY CONTROL
 FF2168
 FF2168  NAD 83(1995)-  35 19 11.70155(N)    090 03 17.26560(W) AD(       ) B
 FF2168  ELLIP H (05/08/92)   79.65   (m)                       GP(       ) 4 2
 FF2168  NGVD 29 (05/08/92)  107.0    (m)          351.     (f) GPS OBS        
 FF2168
 FF2168.Superseded values are not recommended for survey control.
 FF2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2168.See file dsdata.txt to determine how the superseded data were derived.
 FF2168
 FF2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6774412502(NAD 83)
 FF2168_MARKER: DD = SURVEY DISK
 FF2168_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF2168_SP_SET: IRREGULAR CONCRETE MASS
 FF2168_STAMPING: GPS CONTROL POINT 0302
 FF2168_MARK LOGO: MLGW  
 FF2168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2168+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1998
 FF2168
 FF2168  HISTORY     - Date     Condition        Report By
 FF2168  HISTORY     - 1990     MONUMENTED       MLGW
 FF2168  HISTORY     - 19960615 MARK NOT FOUND   NGS
 FF2168  HISTORY     - 19981010 GOOD             TN1620
 FF2168  HISTORY     - 19981213 GOOD             TN1620
 FF2168  HISTORY     - 20010508 GOOD             MLGW
 FF2168
 FF2168                          STATION DESCRIPTION
 FF2168
 FF2168'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FF2168'STATION IS LOCATED INSIDE MEEMAN SHELBY FOREST STATE PARK ON GRASSY
 FF2168'LAKE ROAD IN FRONT OF THE FIRST PICNIC SHELTER WEST OF BENJESTOWN RD.
 FF2168'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND SET FLUSH WITH THE
 FF2168'GROUND.
 FF2168
 FF2168                          STATION RECOVERY (1996)
 FF2168
 FF2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 FF2168'THIS STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND
 FF2168
 FF2168                          STATION RECOVERY (1998)
 FF2168
 FF2168'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FF2168'RECOVERED IN GOOD CONDITION.
 FF2168
 FF2168                          STATION RECOVERY (1998)
 FF2168
 FF2168'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FF2168'RECOVERED AS DESCRIBED.
 FF2168
 FF2168                          STATION RECOVERY (2001)
 FF2168
 FF2168'RECOVERY NOTE BY MEMPHIS LIGHT GAS AND WATER 2001 (JMH)
 FF2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2169 ***********************************************************************
 FF2169  CBN         -  This is a Cooperative Base Network Control Station.
 FF2169  DESIGNATION -  GPS 0303
 FF2169  PID         -  FF2169
 FF2169  STATE/COUNTY-  TN/SHELBY
 FF2169  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2169
 FF2169                         *CURRENT SURVEY CONTROL
 FF2169  ___________________________________________________________________
 FF2169* NAD 83(1995)-  35 01 15.35298(N)    090 07 28.81202(W)     ADJUSTED  
 FF2169* NAVD 88     -        80.70   (meters)     264.8    (feet)  LEVELING  
 FF2169  ___________________________________________________________________
 FF2169  X           -     -11,378.084 (meters)                     COMP
 FF2169  Y           -  -5,229,125.927 (meters)                     COMP
 FF2169  Z           -   3,639,799.505 (meters)                     COMP
 FF2169  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FF2169  ELLIP HEIGHT-          53.41  (meters)          (09/21/01) GPS OBS
 FF2169  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF2169
 FF2169  HORZ ORDER  -  B
 FF2169  VERT ORDER  -  THIRD ?
 FF2169  ELLP ORDER  -  FOURTH    CLASS II
 FF2169
 FF2169.The horizontal coordinates were established by GPS observations
 FF2169.and adjusted by the National Geodetic Survey in April 1999..
 FF2169
 FF2169.The orthometric height was determined by differential leveling.
 FF2169.The vertical network tie was performed by a horz. field party for horz.
 FF2169.obs reductions. Reset procedures were used to establish the elevation.
 FF2169
 FF2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2169
 FF2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2169
 FF2169.The ellipsoidal height was determined by GPS observations
 FF2169.and is referenced to NAD 83.
 FF2169
 FF2169.The geoid height was determined by GEOID03.
 FF2169
 FF2169;                    North         East     Units Scale Factor Converg.
 FF2169;SPC TN       -    84,222.132   223,655.580   MT  1.00004832   -2 24 53.1
 FF2169;SPC TN       -   276,318.78    733,776.68   sFT  1.00004832   -2 24 53.1
 FF2169;SPC MS W     -   612,215.057   719,042.704   MT  0.99995447   +0 07 11.1
 FF2169;SPC MS W     - 2,008,575.57  2,359,059.27   sFT  0.99995447   +0 07 11.1
 FF2169;UTM  15      - 3,879,143.905   762,349.679   MT  1.00044835   +1 39 03.7
 FF2169
 FF2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2169!SPC TN       -   0.99999162  x   1.00004832  =   1.00003994
 FF2169!SPC MS W     -   0.99999162  x   0.99995447  =   0.99994609
 FF2169!UTM  15      -   0.99999162  x   1.00044835  =   1.00043996
 FF2169
 FF2169                          SUPERSEDED SURVEY CONTROL
 FF2169
 FF2169  ELLIP H (04/12/99)   53.45   (m)                       GP(       ) 4 1
 FF2169  NAD 83(1995)-  35 01 15.35292(N)    090 07 28.81204(W) AD(       ) B
 FF2169  ELLIP H (02/18/99)   53.43   (m)                       GP(       ) 4 2
 FF2169  NAD 83(1995)-  35 01 15.35218(N)    090 07 28.81021(W) AD(       ) B
 FF2169  ELLIP H (05/08/92)   53.47   (m)                       GP(       ) 4 2
 FF2169  NGVD 29 (05/08/92)   80.7    (m)          265.     (f) GPS OBS        
 FF2169
 FF2169.Superseded values are not recommended for survey control.
 FF2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2169.See file dsdata.txt to determine how the superseded data were derived.
 FF2169
 FF2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6235079144(NAD 83)
 FF2169_MARKER: DD = SURVEY DISK
 FF2169_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF2169_SP_SET: IRREGULAR CONCRETE MASS
 FF2169_STAMPING: GPS CONTROL POINT 0303
 FF2169_MARK LOGO: MLGW  
 FF2169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2169+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF2169
 FF2169  HISTORY     - Date     Condition        Report By
 FF2169  HISTORY     - 1990     MONUMENTED       MLGW
 FF2169  HISTORY     - 19930428 GOOD             NOS
 FF2169  HISTORY     - 19971024 GOOD             TN1620
 FF2169  HISTORY     - 19981010 GOOD             TN1620
 FF2169  HISTORY     - 20010508 GOOD             MLGW
 FF2169  HISTORY     - 20030326 GOOD             TN1620
 FF2169
 FF2169                          STATION DESCRIPTION
 FF2169
 FF2169'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FF2169'STATION IS LOCATED 154 FT. NORTH OF SHELBY DR. AND 0.10 MILES EAST OF
 FF2169'SEWANEE RD ON THE DAVIS PUMPING STATION PROPERTY.
 FF2169'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND IS SET FLUSH WITH THE
 FF2169'GROUND.
 FF2169
 FF2169                          STATION RECOVERY (1993)
 FF2169
 FF2169'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FF2169'A NEW DESCRIPTION FOLLOWS.
 FF2169'STATION IS LOCATED ABOUT 9 MI (14.5 KM) SW OF DOWNTOWN MEMPHIS, TN,
 FF2169'1.8 MI (2.9 KM) N OF THE TENNESSEE-MISSISSIPPI STATE LINE AND 5 MI
 FF2169'(8.0 KM) EAST OF THE MISSISSIPPI RIVER AT THE JUSTIN I. DAVIS PUMPING
 FF2169'STATION OF THE MEMPHIS LIGHT GAS AND WATER DIVISION.
 FF2169'TO REACH FROM THE INTERSECTION OF US ROUTE 61 (THIRD STREET) AND STATE
 FF2169'ROUTE 175 (SHELBY DRIVE) HEAD WEST ALONG SHELBY DRIVE FOR 0.5 MI
 FF2169'(0.8 KM) ITS INTERSECTION WITH WEAVER ROAD.  CONTINUE ON SHELBY DRIVE
 FF2169'FOR 1.55 MI (2.49 KM) TO ENTRANCE OF PUMPING STATION AND STATION ON
 FF2169'THE RIGHT.
 FF2169'STATION IS A STEEL CAP SET INTO THE TOP OF AN IRREGULARLY SHAPED
 FF2169'CONCRETE MONUMENT WITH A FIBERGLASS PROTECTIVE CAP PROJECTING ABOUT
 FF2169'0.2 M (0.7 FT) ABOVE THE GROUND.  IT IS 154 FT (46.9 M) N OF THE
 FF2169'CENTERLINE OF SHELBY DRIVEE, 47.5 FT (14.5 M) W OF THE CENTERLINE OF
 FF2169'THE ENTRANCE ROAD LEADING TO THE PUMPING STATION, 111 FT (33.8 M) NE
 FF2169'OF THE NE CORNER OF A CHAIN LINK FENCE SURROUNDING A PUMP AND 90 FT
 FF2169'(27.4 M) E OF THE CENTERLINE OF A DIRT TRACK ROAD.
 FF2169
 FF2169                          STATION RECOVERY (1997)
 FF2169
 FF2169'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (DA)
 FF2169'RECOVERED AS DESCRIBED.
 FF2169
 FF2169                          STATION RECOVERY (1998)
 FF2169
 FF2169'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FF2169'RECOVERED IN GOOD CONDITION.
 FF2169
 FF2169                          STATION RECOVERY (2001)
 FF2169
 FF2169'RECOVERY NOTE BY MEMPHIS LIGHT GAS AND WATER 2001 (JMH)
 FF2169'RECOVERED IN GOOD CONDITION.
 FF2169
 FF2169                          STATION RECOVERY (2003)
 FF2169
 FF2169'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FF2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2836 ***********************************************************************
 FE2836  CBN         -  This is a Cooperative Base Network Control Station.
 FE2836  DESIGNATION -  GPS 0304
 FE2836  PID         -  FE2836
 FE2836  STATE/COUNTY-  TN/SHELBY
 FE2836  USGS QUAD   -  ELLENDALE (1993)
 FE2836
 FE2836                         *CURRENT SURVEY CONTROL
 FE2836  ___________________________________________________________________
 FE2836* NAD 83(1995)-  35 07 46.52796(N)    089 48 17.54880(W)     ADJUSTED  
 FE2836* NAVD 88     -        84.58   (meters)     277.5    (feet)  LEVELING  
 FE2836  ___________________________________________________________________
 FE2836  X           -      17,784.630 (meters)                     COMP
 FE2836  Y           -  -5,222,183.656 (meters)                     COMP
 FE2836  Z           -   3,649,667.473 (meters)                     COMP
 FE2836  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2836  ELLIP HEIGHT-          57.17  (meters)          (04/12/99) GPS OBS
 FE2836  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2836
 FE2836  HORZ ORDER  -  B
 FE2836  VERT ORDER  -  THIRD ?
 FE2836  ELLP ORDER  -  FOURTH    CLASS I
 FE2836
 FE2836.The horizontal coordinates were established by GPS observations
 FE2836.and adjusted by the National Geodetic Survey in April 1999..
 FE2836
 FE2836.The orthometric height was determined by differential leveling.
 FE2836.The vertical network tie was performed by a horz. field party for horz.
 FE2836.obs reductions. Reset procedures were used to establish the elevation.
 FE2836
 FE2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2836
 FE2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2836
 FE2836.The ellipsoidal height was determined by GPS observations
 FE2836.and is referenced to NAD 83.
 FE2836
 FE2836.The geoid height was determined by GEOID03.
 FE2836
 FE2836;                    North         East     Units Scale Factor Converg.
 FE2836;SPC TN       -    95,086.268   253,287.691   MT  1.00002343   -2 13 39.1
 FE2836;SPC TN       -   311,962.20    830,994.70   sFT  1.00002343   -2 13 39.1
 FE2836;UTM  16      - 3,891,015.877   244,419.967   MT  1.00040511   -1 36 53.6
 FE2836
 FE2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2836!SPC TN       -   0.99999103  x   1.00002343  =   1.00001446
 FE2836!UTM  16      -   0.99999103  x   1.00040511  =   1.00039613
 FE2836
 FE2836                          SUPERSEDED SURVEY CONTROL
 FE2836
 FE2836  NAD 83(1995)-  35 07 46.52705(N)    089 48 17.54708(W) AD(       ) B
 FE2836  ELLIP H (05/08/92)   57.19   (m)                       GP(       ) 4 2
 FE2836  NGVD 29 (05/08/92)   84.6    (m)          278.     (f) GPS OBS        
 FE2836
 FE2836.Superseded values are not recommended for survey control.
 FE2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2836.See file dsdata.txt to determine how the superseded data were derived.
 FE2836
 FE2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4442091016(NAD 83)
 FE2836_MARKER: DD = SURVEY DISK
 FE2836_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2836_SP_SET: IRREGULAR CONCRETE MASS
 FE2836_STAMPING: GPS CONTROL POINT 0304
 FE2836_MARK LOGO: MLGW  
 FE2836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2836+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 FE2836
 FE2836  HISTORY     - Date     Condition        Report By
 FE2836  HISTORY     - 1990     MONUMENTED       MLGW
 FE2836  HISTORY     - 19981010 GOOD             TN1620
 FE2836  HISTORY     - 19981202 GOOD             TN1620
 FE2836  HISTORY     - 20010910 GOOD             INDIV
 FE2836  HISTORY     - 20031028 GOOD             TN1620
 FE2836
 FE2836                          STATION DESCRIPTION
 FE2836
 FE2836'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FE2836'STATION IS LOCATED BY THE PARKING LOT ON THE NORTH END OF THE DISPLAY
 FE2836'AND ADMINISTRATION BUILDING AT THE AGRICENTER PROPERTY LOCATED AT
 FE2836'WALNUT GROVE RD. AND GERMANTOWN PARKWAY. STATION IS 166 FT (50.6 M)
 FE2836'NORTH OF THE NORTHERNMOST CORNER OF SAID BUILDING AND IS 382 FT
 FE2836'(116.4 M) WEST OF THE ASPHALT DRIVE LEADING TO SAID BUILDING FROM
 FE2836'WALNUT GOVE ROAD.
 FE2836'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND IS SET FLUSH WITH THE
 FE2836'GROUND.
 FE2836
 FE2836                          STATION RECOVERY (1998)
 FE2836
 FE2836'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2836'RECOVERED IN GOOD CONDITION.
 FE2836
 FE2836                          STATION RECOVERY (1998)
 FE2836
 FE2836'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2836'RECOVERED AS DESCRIBED.
 FE2836
 FE2836                          STATION RECOVERY (2001)
 FE2836
 FE2836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2836'RECOVERED AS DESCRIBED
 FE2836
 FE2836                          STATION RECOVERY (2003)
 FE2836
 FE2836'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2837 ***********************************************************************
 FE2837  CBN         -  This is a Cooperative Base Network Control Station.
 FE2837  DESIGNATION -  GPS 0305
 FE2837  PID         -  FE2837
 FE2837  STATE/COUNTY-  TN/SHELBY
 FE2837  USGS QUAD   -  COLLIERVILLE (1965)
 FE2837
 FE2837                         *CURRENT SURVEY CONTROL
 FE2837  ___________________________________________________________________
 FE2837* NAD 83(1995)-  35 04 09.99418(N)    089 41 09.04964(W)     ADJUSTED  
 FE2837* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 FE2837  ___________________________________________________________________
 FE2837  X           -      28,654.386 (meters)                     COMP
 FE2837  Y           -  -5,225,987.282 (meters)                     COMP
 FE2837  Z           -   3,644,218.347 (meters)                     COMP
 FE2837  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FE2837  ELLIP HEIGHT-          75.38  (meters)          (04/12/99) GPS OBS
 FE2837  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2837
 FE2837  HORZ ORDER  -  B
 FE2837  ELLP ORDER  -  FOURTH    CLASS I
 FE2837
 FE2837.The horizontal coordinates were established by GPS observations
 FE2837.and adjusted by the National Geodetic Survey in April 1999..
 FE2837
 FE2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2837
 FE2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2837
 FE2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2837
 FE2837.The ellipsoidal height was determined by GPS observations
 FE2837.and is referenced to NAD 83.
 FE2837
 FE2837.The geoid height was determined by GEOID03.
 FE2837
 FE2837;                    North         East     Units Scale Factor Converg.
 FE2837;SPC TN       -    88,002.726   263,877.386   MT  1.00003677   -2 09 28.2
 FE2837;SPC TN       -   288,722.28    865,737.72   sFT  1.00003677   -2 09 28.2
 FE2837;UTM  16      - 3,884,043.703   255,088.521   MT  1.00033930   -1 32 38.3
 FE2837
 FE2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2837!SPC TN       -   0.99998817  x   1.00003677  =   1.00002494
 FE2837!UTM  16      -   0.99998817  x   1.00033930  =   1.00032746
 FE2837
 FE2837                          SUPERSEDED SURVEY CONTROL
 FE2837
 FE2837  NAD 83(1995)-  35 04 09.99328(N)    089 41 09.04793(W) AD(       ) B
 FE2837  ELLIP H (05/08/92)   75.40   (m)                       GP(       ) 4 2
 FE2837  NGVD 29 (05/08/92)  102.9    (m)          338.     (f) GPS OBS        
 FE2837
 FE2837.Superseded values are not recommended for survey control.
 FE2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2837.See file dsdata.txt to determine how the superseded data were derived.
 FE2837
 FE2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5508984044(NAD 83)
 FE2837_MARKER: DD = SURVEY DISK
 FE2837_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2837_SP_SET: IRREGULAR CONCRETE MASS
 FE2837_STAMPING: GPS CONTROL POINT 0305
 FE2837_MARK LOGO: MLGW  
 FE2837_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2837+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FE2837
 FE2837  HISTORY     - Date     Condition        Report By
 FE2837  HISTORY     - 1990     MONUMENTED       MLGW
 FE2837  HISTORY     - 19981010 MARK NOT FOUND   TN1620
 FE2837  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 FE2837
 FE2837                          STATION DESCRIPTION
 FE2837
 FE2837'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FE2837'STATION IS LOCATED IN SIDE YARD OF COLLIERVILLE MIDDLE SCHOOL AND IS
 FE2837'52 FT. WEST OF BYHALIA RD. AND 182 FT. NORTH OF FRANK RD.
 FE2837'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND IS SET FLUSH WITH THE
 FE2837'GROUND.
 FE2837
 FE2837                          STATION RECOVERY (1998)
 FE2837
 FE2837'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2837'MARK NOT FOUND.
 FE2837
 FE2837                          STATION RECOVERY (2006)
 FE2837
 FE2837'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2837'AREA SHOULD BE UNDISTURBED IN SIDE LOT OF SCHOOL BUT COULD NOT LOCATE
 FE2837'WITH MESUREMENTS OR METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3639 ***********************************************************************
 GA3639  CBN         -  This is a Cooperative Base Network Control Station.
 GA3639  DESIGNATION -  GPS 1
 GA3639  PID         -  GA3639
 GA3639  STATE/COUNTY-  TN/CARTER
 GA3639  USGS QUAD   -  ELIZABETHTON (1968)
 GA3639
 GA3639                         *CURRENT SURVEY CONTROL
 GA3639  ___________________________________________________________________
 GA3639* NAD 83(1995)-  36 22 06.43923(N)    082 10 46.87679(W)     ADJUSTED  
 GA3639* NAVD 88     -       474.11   (meters)    1555.5    (feet)  LEVELING  
 GA3639  ___________________________________________________________________
 GA3639  X           -     699,685.078 (meters)                     COMP
 GA3639  Y           -  -5,094,393.318 (meters)                     COMP
 GA3639  Z           -   3,761,453.120 (meters)                     COMP
 GA3639  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 GA3639  ELLIP HEIGHT-         442.73  (meters)          (08/03/04) GPS OBS
 GA3639  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3639
 GA3639  HORZ ORDER  -  B
 GA3639  VERT ORDER  -  THIRD
 GA3639  ELLP ORDER  -  FOURTH    CLASS I
 GA3639
 GA3639.This mark is at Elizabethton Municipal Airport (0A9)
 GA3639
 GA3639.The horizontal coordinates were established by GPS observations
 GA3639.and adjusted by the National Geodetic Survey in December 1995..
 GA3639
 GA3639.The orthometric height was determined by differential leveling.
 GA3639.The vertical network tie was performed by a horz. field party for horz.
 GA3639.obs reductions. Reset procedures were used to establish the elevation.
 GA3639
 GA3639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3639
 GA3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3639
 GA3639.The ellipsoidal height was determined by GPS observations
 GA3639.and is referenced to NAD 83.
 GA3639
 GA3639.The geoid height was determined by GEOID03.
 GA3639
 GA3639;                    North         East     Units Scale Factor Converg.
 GA3639;SPC TN       -   232,489.480   942,754.124   MT  0.99999180   +2 14 11.6
 GA3639;SPC TN       -   762,759.24  3,093,019.16   sFT  0.99999180   +2 14 11.6
 GA3639;UTM  17      - 4,025,462.877   394,172.067   MT  0.99973799   -0 41 58.5
 GA3639
 GA3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3639!SPC TN       -   0.99993052  x   0.99999180  =   0.99992232
 GA3639!UTM  17      -   0.99993052  x   0.99973799  =   0.99966853
 GA3639
 GA3639                          SUPERSEDED SURVEY CONTROL
 GA3639
 GA3639  NAD 83(1986)-  36 22 06.44838(N)    082 10 46.88052(W) AD(       ) 1
 GA3639  ELLIP H (12/14/95)  442.79   (m)                       GP(       ) 1 2
 GA3639  NAD 83(1995)-  36 22 06.44245(N)    082 10 46.88400(W) AD(       ) B
 GA3639  ELLIP H (09/07/90)  442.61   (m)                       GP(       ) 4 1
 GA3639  NGVD 29 (??/??/??)  474.30   (m)         1556.1    (f) N HEIGHT    3  
 GA3639
 GA3639.Superseded values are not recommended for survey control.
 GA3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3639.See file dsdata.txt to determine how the superseded data were derived.
 GA3639
 GA3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9417225463(NAD 83)
 GA3639_MARKER: I = METAL ROD
 GA3639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3639_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3639_STAMPING: GPS 1 1987
 GA3639_MARK LOGO: NGS   
 GA3639_PROJECTION: FLUSH
 GA3639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3639+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3639_ROD/PIPE-DEPTH: 2.7  meters
 GA3639_SLEEVE-DEPTH  : 0.9 meters
 GA3639
 GA3639  HISTORY     - Date     Condition        Report By
 GA3639  HISTORY     - 1987     MONUMENTED       NGS
 GA3639  HISTORY     - 19930304 GOOD             NOS
 GA3639  HISTORY     - 19950330 GOOD             NGS
 GA3639  HISTORY     - 19950607 GOOD             NGS
 GA3639  HISTORY     - 20020202 GOOD             MAC
 GA3639  HISTORY     - 20031010 GOOD             TNDT
 GA3639
 GA3639                          STATION DESCRIPTION
 GA3639
 GA3639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON ON THE ELIZABETHTON AIRPORT.  THE AIRPORT IS LOCATED
 GA3639'ON THE NORTH SIDE OF STATE ROUTE 91.
 GA3639'OWNERSHIP--AIRPORT MANAGER IS MR. REID BERRY, TELEPHONE
 GA3639'(615)543-3534.
 GA3639'
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON ON THE ELIZABETHTON AIRPORT AT THE SOUTHWEST END OF THE
 GA3639'RUNWAY, BETWEEN THE RUNWAY AND THE TAXIWAY.
 GA3639'
 GA3639'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.7 METERS
 GA3639'(9 FT).  THE LOGO CAP IS STAMPED---GPS 1 1987---, AND A STEEL SPIKE
 GA3639'IS EMBEDDED IN THE CONCRETE.  LOCATED
 GA3639'57.6 METERS (189 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE AIRPORT
 GA3639'OFFICE, 67.4 METERS (221 FT) SOUTHEAST FROM A FIRE HYDRANT, 43.9
 GA3639'METERS (144 FT) NORTH-NORTHEAST FROM THE RUNWAY CENTERLINE, 14.3
 GA3639'METERS (47 FT) EAST-NORTHEAST FROM THE TAXIWAY CROSSOVER CENTERLINE,
 GA3639'5.03 METERS (16.5 FT) WEST-NORTHWEST FROM THE EAST END OF A 3 FT
 GA3639'STEEL CULVERT PIPE, 0.24 METERS (0.8 FT) NORTH FROM A FIBERGLASS
 GA3639'WITNESS POST.
 GA3639
 GA3639                          STATION RECOVERY (1993)
 GA3639
 GA3639'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 GA3639'RECOVERED AS DESCRIBED.
 GA3639
 GA3639                          STATION RECOVERY (1995)
 GA3639
 GA3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON ON THE ELIZABETHTON AIRPORT.  THE AIRPORT IS LOCATED ON
 GA3639'THE NORTH SIDE OF STATE ROUTE 91.  OWNERSHIP--MIKE SHOUSE IS AIRPORT
 GA3639'MANAGER, PHONE 615-543-2801.  THE STATION IS LOCATED ABOUT 3.2 KM
 GA3639'(2.00 MI) EAST-NORTHEAST OF ELIZABETHTON ON THE ELIZABETHTON AIRPORT
 GA3639'AT THE SOUTHWEST END OF THE RUNWAY, BETWEEN THE RUNWAY AND THE
 GA3639'TAXIWAY.  LOCATED 57.6 M (189.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF
 GA3639'THE AIRPORT OFFICE, 67.4 M (221.1 FT) SOUTHEAST FROM A FIRE HYDRANT,
 GA3639'43.9 M (144.0 FT) NORTH-NORTHEAST FROM THE RUNWAY CENTERLINE, 14.3 M
 GA3639'(46.9 FT) EAST-NORTHEAST FROM THE TAXIWAY CROSSOVER CENTERLINE, 5.03 M
 GA3639'(16.50 FT) WEST-NORTHWEST FROM THE EAST END OF A 3 FT (0.9 M) STEEL
 GA3639'CULVERT PIPE, 0.24 M (0.79 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GA3639
 GA3639                          STATION RECOVERY (1995)
 GA3639
 GA3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON, ON THE ELIZABETHTON AIRPORT, AT THE SOUTHWEST END OF THE
 GA3639'RUNWAY, BETWEEN RUNWAY AND TAXIWAY.  AIRPORT MANAGER IS MIKE SHOUSE,
 GA3639'PHONE 615-543-2801.  TOP OF ROD IS RECESSED 4 CM BELOW GROUND.
 GA3639'LOCATED 57.6 M (189.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 GA3639'AIRPORT OFFICE BUILDING, 67.4 M (221.1 FT) SOUTHEAST FROM A FIRE
 GA3639'HYDRANT, 43.9 M (144.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 GA3639'RUNWAY, 14.3 M (46.9 FT) EAST-NORTHEAST FROM THE TAXIWAY CROSSOVER
 GA3639'CENTERLINE, 5.03 M (16.50 FT) WEST-NORTHWEST FROM THE EAST END OF A 3
 GA3639'FT (0.9 M) STEEL CULVERT PIPE AND 0.24 M (0.79 FT) NORTH FROM A
 GA3639'FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 GA3639
 GA3639                          STATION RECOVERY (2002)
 GA3639
 GA3639'RECOVERY NOTE BY MATTERN AND CRAIG 2002 (JAN)
 GA3639'RECOVERED IN GOOD CONDITION.
 GA3639
 GA3639                          STATION RECOVERY (2003)
 GA3639
 GA3639'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2718 ***********************************************************************
 GC2718  CBN         -  This is a Cooperative Base Network Control Station.
 GC2718  DESIGNATION -  GPS 10
 GC2718  PID         -  GC2718
 GC2718  STATE/COUNTY-  TN/TROUSDALE
 GC2718  USGS QUAD   -  HARTSVILLE (1994)
 GC2718
 GC2718                         *CURRENT SURVEY CONTROL
 GC2718  ___________________________________________________________________
 GC2718* NAD 83(1995)-  36 25 20.90063(N)    086 10 56.62007(W)     ADJUSTED  
 GC2718* NAVD 88     -       154.11   (meters)     505.6    (feet)  LEVELING  
 GC2718  ___________________________________________________________________
 GC2718  X           -     342,117.542 (meters)                     COMP
 GC2718  Y           -  -5,127,002.977 (meters)                     COMP
 GC2718  Z           -   3,766,089.440 (meters)                     COMP
 GC2718  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2718  ELLIP HEIGHT-         124.59  (meters)          (08/03/04) GPS OBS
 GC2718  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2718
 GC2718  HORZ ORDER  -  B
 GC2718  VERT ORDER  -  THIRD
 GC2718  ELLP ORDER  -  FOURTH    CLASS I
 GC2718
 GC2718.The horizontal coordinates were established by GPS observations
 GC2718.and adjusted by the National Geodetic Survey in September 1994..
 GC2718
 GC2718.The orthometric height was determined by differential leveling.
 GC2718.The vertical network tie was performed by a horz. field party for horz.
 GC2718.obs reductions. Reset procedures were used to establish the elevation.
 GC2718
 GC2718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2718
 GC2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2718
 GC2718.The ellipsoidal height was determined by GPS observations
 GC2718.and is referenced to NAD 83.
 GC2718
 GC2718.The geoid height was determined by GEOID03.
 GC2718
 GC2718;                    North         East     Units Scale Factor Converg.
 GC2718;SPC TN       -   231,808.158   583,642.796   MT  1.00000103   -0 06 24.4
 GC2718;SPC TN       -   760,523.93  1,914,834.74   sFT  1.00000103   -0 06 24.4
 GC2718;UTM  16      - 4,031,118.981   573,294.548   MT  0.99966619   +0 29 07.7
 GC2718
 GC2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2718!SPC TN       -   0.99998045  x   1.00000103  =   0.99998148
 GC2718!UTM  16      -   0.99998045  x   0.99966619  =   0.99964664
 GC2718
 GC2718                          SUPERSEDED SURVEY CONTROL
 GC2718
 GC2718  ELLIP H (09/07/94)  124.63   (m)                       GP(       ) 4 1
 GC2718  NAD 83(1995)-  36 25 20.90323(N)    086 10 56.62532(W) AD(       ) B
 GC2718  ELLIP H (09/07/90)  124.53   (m)                       GP(       ) 4 1
 GC2718  NAD 83(1986)-  36 25 20.91064(N)    086 10 56.62493(W) AD(       ) 1
 GC2718  NGVD 29 (??/??/??)  154.18   (m)          505.8    (f) N HEIGHT    3  
 GC2718
 GC2718.Superseded values are not recommended for survey control.
 GC2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2718.See file dsdata.txt to determine how the superseded data were derived.
 GC2718
 GC2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7329531119(NAD 83)
 GC2718_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2718_SETTING: 66 = SET IN ROCK OUTCROP
 GC2718_SP_SET: IN A DRILL HOLE IN BEDROCK
 GC2718_STAMPING: GPS 10 1987
 GC2718_MARK LOGO: NGS   
 GC2718_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2718+STABILITY: POSITION/ELEVATION WELL
 GC2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2718+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2718
 GC2718  HISTORY     - Date     Condition        Report By
 GC2718  HISTORY     - 1987     MONUMENTED       NGS
 GC2718  HISTORY     - 1987     GOOD             NGS
 GC2718  HISTORY     - 19890410 GOOD             NGS
 GC2718  HISTORY     - 19901219 GOOD             NGS
 GC2718  HISTORY     - 19910129 GOOD
 GC2718  HISTORY     - 19931013 GOOD             NGS
 GC2718  HISTORY     - 19940124 GOOD
 GC2718  HISTORY     - 19950609 GOOD             NGS
 GC2718  HISTORY     - 20031010 GOOD             TNDT
 GC2718
 GC2718                          STATION DESCRIPTION
 GC2718
 GC2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF HARTSVILLE,
 GC2718'JUST SOUTHEAST OF THE JUNCTION OF STATE ROUTES 141 AND 260, ON THE
 GC2718'EAST RIGHT-OF-WAY OF STATE ROUTE 141 IN A FLAT ROCK OUTCROP BETWEEN
 GC2718'THE ROAD AND AN ABANDONED RAILROAD BED.
 GC2718'OWNERSHIP--STATE RIGHT-OF-WAY.
 GC2718'
 GC2718'TO REACH THE STATION FROM THE COURTHOUSE IN HARTSVILLE GO
 GC2718'NORTHWEST FOR 0.2 KM (0.1 MI) ON STATE ROUTE 141 TO A BEND.
 GC2718'TURN RIGHT AND GO NORTH FOR 1.1 KM (0.7 MI) ON STATE ROUTE 141 TO
 GC2718'THE JUNCTION OF STATE ROUTE 25.
 GC2718'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON STATE ROUTES 141 AND
 GC2718'25 TO A JUNCTION WHERE STATE ROUTE 25 CONTINUES WEST.
 GC2718'TURN RIGHT AND GO NORTH FOR 2.9 KM (1.8 MI) ON STATE ROUTE 141 TO
 GC2718'THE JUNCTION OF STATE ROUTE 260 AND THE STATION ON THE RIGHT.
 GC2718'
 GC2718'THE STATION IS A STANDARD NGS DISK
 GC2718'STAMPED---GPS 10 1987---,
 GC2718'SET INTO A DRILL HOLE IN BEDROCK OUTCROP FLUSH WITH GROUND AND
 GC2718'LEVEL WITH ROAD.  LOCATED
 GC2718'30.8 METERS (101 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 GC2718'STATE ROUTE 260 BRIDGE OVER A CREEK,
 GC2718'27.4 METERS (90 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD
 GC2718'JUNCTION,
 GC2718'14.0 METERS (46 FT) WEST FROM A FIBERGLASS WITNESS POST IN THE EAST
 GC2718'RIGHT-OF-WAY FENCE,
 GC2718'7.3 METERS (24 FT) EAST FROM THE CENTER OF STATE ROUTE 141.
 GC2718
 GC2718                          STATION RECOVERY (1987)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2718'RECOVERED IN GOOD CONDITION.
 GC2718
 GC2718                          STATION RECOVERY (1989)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF HARTSVILLE,
 GC2718'JUST SOUTHEAST OF THE JUNCTION OF STATE ROUTES 141 AND 260, ON THE
 GC2718'EAST RIGHT-OF-WAY OF STATE ROUTE 141 IN A FLAT OUTCROP BETWEEN THE
 GC2718'ROAD AND AN ABANDONED RAILROAD BED.  OWNERSHIP--TENNESSEE DEPARTMENT
 GC2718'OF TRANSPORTATION, P.O. BOX 23170, NASHVILLE, TN 37202, PHONE
 GC2718'615-741-2158.
 GC2718'TO REACH THE STATION FROM THE COURTHOUSE IN HARTSVILLE GO NORTHWEST
 GC2718'FOR 0.2 KM (0.10 MI) ON STATE ROUTE 141 TO THE JUNCTION OF STATE ROUTE
 GC2718'25.  TURN LEFT AND GO WEST FOR 0.3 KM (0.20 MI) ON STATE ROUTES 141
 GC2718'AND 25 TO A JUNCTION WHERE STATE ROUTE 25 CONTINUES WEST.  TURN RIGHT
 GC2718'AND GO NORTH FOR 2.9 KM (1.80 MI) ON STATE ROUTE 141 TO THE JUNCTION
 GC2718'OF STATE ROUTE 260 AND THE STATION ON THE RIGHT.
 GC2718'THE STATION IS A STANDARD NGS HORIZONTAL DISK STAMPED---GPS 10
 GC2718'1987---, SET INTO A DRILL HOLE IN OUTCROP FLUSH WITH GROUND AND LEVEL
 GC2718'WITH THE ROAD.  LOCATED 30.8 M (101.0 FT) SOUTHEAST OF THE SOUTHEAST
 GC2718'CORNER OF THE STATE ROUTE 260 BRIDGE OVER A CREEK, 27.4 M (89.9 FT)
 GC2718'SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD JUNCTION, 14.0 M
 GC2718'(45.9 FT) WEST OF A FIBERGLASS WITNESS POST AND 7.3 M (24.0 FT) EAST
 GC2718'FROM THE CENTER OF STATE ROUTE 141.
 GC2718'DESCRIBED BY D.A. CONNERS.
 GC2718
 GC2718                          STATION RECOVERY (1990)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF HARTSVILLE,
 GC2718'19.31 KM (12.00 MI) EAST-NORTHEAST OF GALLATIN, 32.18 KM (20.00 MI)
 GC2718'NORTH OF LEBANON IN ROCK OUTCROP ON THE EAST SIDE OF STATE HIGHWAY 141
 GC2718'AND JUST SOUTH OF THE JUNCTION OF STATE HIGHWAY 260.
 GC2718'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2718'NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2718'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 141
 GC2718'NORTH, ON THE WEST SIDE OF HARTSVILLE, GO NORTH ON STATE HIGHWAY 141
 GC2718'FOR 2.9 KM (1.8 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 GC2718'JUNCTION OF STATE HIGHWAY 260.
 GC2718'THE STATION IS LOCATED 30.8 M (101.0 FT) SOUTHEAST OF THE SOUTHEAST
 GC2718'CORNER OF THE EAST ABUTMENT OF THE HIGHWAY 260 BRIDGE OVER A CREEK,
 GC2718'24.6 M (80.7 FT) SOUTH-SOUTHEAST OF THE EAST LEG OF A HIGHWAY SIGN
 GC2718'(WEST 260), 14.0 M (45.9 FT) WEST OF A FIBERGLASS WITNESS POST AND
 GC2718'7.3 M (24.0 FT) EAST OF THE CENTER OF HIGHWAY 141.
 GC2718
 GC2718                          STATION RECOVERY (1991)
 GC2718
 GC2718'RECOVERED 1991
 GC2718'RECOVERED IN GOOD CONDITION.
 GC2718
 GC2718                          STATION RECOVERY (1993)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2718'THE STATION IS LOCATED ABOUT 32.18 KM (20.00 MI) NORTH OF LEBANON,
 GC2718'19.31 KM (12.00 MI) EAST-NORTHEAST OF GALLATIN, 3.2 KM (2.00 MI)
 GC2718'NORTHWEST OF HARTSVILLE IN BEDROCK ON THE EAST SIDE OF STATE HIGHWAY
 GC2718'141.  OWNERSHIP-- TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX
 GC2718'23107, NASHVILLE TN 37202, PHONE 615-741-2158.
 GC2718'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND 141
 GC2718'NORTH, ON THE WEST SIDE OF HARTSVILLE, GO NORTH ON STATE HIGHWAY 141
 GC2718'FOR 2.9 KM (1.80 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 GC2718'JUNCTION OF STATE HIGHWAY 260.
 GC2718'THE STATION IS LOCATED 30.8 M (101.0 FT) SOUTHEAST OF THE SOUTHEAST
 GC2718'CORNER OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER A CREEK, 22.8
 GC2718'M (74.8 FT) SOUTH-SOUTHEAST OF THE EAST LEG OF A HIGHWAY SIGN (WEST
 GC2718'260), 14.0 M (45.9 FT) WEST OF A FIBERGLASS WITNESS POST IN A FENCE
 GC2718'LINE AND 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 141.
 GC2718
 GC2718                          STATION RECOVERY (1994)
 GC2718
 GC2718'RECOVERED 1994
 GC2718'RECOVERED IN GOOD CONDITION.
 GC2718
 GC2718                          STATION RECOVERY (1995)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF HARTSVILLE,
 GC2718'JUST SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 141 AND 260, ON THE
 GC2718'EAST RIGHT-OF-WAY OF STATE HIGHWAY 141, IN A FLAT ROCK OUTCROP BETWEEN
 GC2718'THE ROAD AND AN ABANDONED RAILROAD BED.  OWNERSHIP--TENNESSEE
 GC2718'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 GC2718'COURTHOUSE IN HARTSVILLE, GO NORTHWEST FOR 0.2 KM (0.10 MI) ON STATE
 GC2718'HIGHWAY 141 TO A BEND.  TURN RIGHT AND GO NORTH FOR 1.1 KM (0.70 MI)
 GC2718'ON STATE HIGHWAY 141 TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT
 GC2718'AND GO WEST FOR 0.3 KM (0.20 MI) ON STATE HIGHWAY 141, 25 TO A
 GC2718'JUNCTION WHERE STATE HIGHWAY 25 CONTINUES WEST.  TURN RIGHT AND GO
 GC2718'NORTH FOR 2.9 KM (1.80 MI) ON STATE HIGHWAY 141 TO THE JUNCTION OF
 GC2718'STATE HIGHWAY 260 AND THE STATION ON RIGHT.  THE STATION IS SET INTO A
 GC2718'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  LOCATED 88.6 M
 GC2718'(290.7 FT) NORTH-NORTHWEST OF A SIGN (JUNCTION S.R. 141 SOUTH), 31.0 M
 GC2718'(101.7 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHWAY 260
 GC2718'BRIDGE OVER LITTLE GOOSE CREEK, 27.6 M (90.6 FT) SOUTH-SOUTHEAST OF
 GC2718'THE APPROXIMATE CENTER OF THE JUNCTION OF STATE HIGHWAYS 141 AND 260,
 GC2718'22.8 M (74.8 FT) SOUTH-SOUTHEAST OF A SIGN (JUNCTION S.R. 260 WEST),
 GC2718'7.3 M (24.0 FT) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY
 GC2718'141 AND 7.06 M (23.16 FT) WEST-SOUTHWEST OF AN ORANGE WITNESS POST SET
 GC2718'AT A WOODEN FENCE.
 GC2718
 GC2718                          STATION RECOVERY (2003)
 GC2718
 GC2718'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2718'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2719 ***********************************************************************
 GC2719  FBN         -  This is a Federal Base Network Control Station.
 GC2719  DESIGNATION -  GPS 11
 GC2719  PID         -  GC2719
 GC2719  STATE/COUNTY-  TN/ROBERTSON
 GC2719  USGS QUAD   -  WHITE HOUSE (1981)
 GC2719
 GC2719                         *CURRENT SURVEY CONTROL
 GC2719  ___________________________________________________________________
 GC2719* NAD 83(1995)-  36 25 03.03384(N)    086 43 02.18380(W)     ADJUSTED  
 GC2719* NAVD 88     -       250.35   (meters)     821.4    (feet)  N HEIGHT  
 GC2719  ___________________________________________________________________
 GC2719  X           -     294,263.878 (meters)                     COMP
 GC2719  Y           -  -5,130,377.002 (meters)                     COMP
 GC2719  Z           -   3,765,703.343 (meters)                     COMP
 GC2719  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2719  ELLIP HEIGHT-         220.73  (meters)          (08/03/04) GPS OBS
 GC2719  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2719  DYNAMIC HT  -         250.14  (meters)     820.7   (feet)  COMP
 GC2719  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GC2719
 GC2719  HORZ ORDER  -  B
 GC2719  VERT ORDER  -  THIRD
 GC2719  ELLP ORDER  -  FOURTH    CLASS I
 GC2719
 GC2719.The horizontal coordinates were established by GPS observations
 GC2719.and adjusted by the National Geodetic Survey in September 1994..
 GC2719
 GC2719.The orthometric height was determined by differential leveling
 GC2719.and adjusted by the National Geodetic Survey in August 1996..
 GC2719.WARNING-GPS observations at this control monument resulted in a GPS
 GC2719.derived orthometric height which differed from the leveled height by
 GC2719.more than one decimeter (0.1 meter).
 GC2719
 GC2719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2719
 GC2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2719
 GC2719.The ellipsoidal height was determined by GPS observations
 GC2719.and is referenced to NAD 83.
 GC2719
 GC2719.The geoid height was determined by GEOID03.
 GC2719
 GC2719.The dynamic height is computed by dividing the NAVD 88
 GC2719.geopotential number by the normal gravity value computed on the
 GC2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2719.degrees latitude (g = 980.6199 gals.).
 GC2719
 GC2719.The modeled gravity was interpolated from observed gravity values.
 GC2719
 GC2719;                    North         East     Units Scale Factor Converg.
 GC2719;SPC TN       -   231,477.921   535,671.167   MT  1.00000015   -0 25 11.7
 GC2719;SPC TN       -   759,440.48  1,757,447.82   sFT  1.00000015   -0 25 11.7
 GC2719;UTM  16      - 4,030,295.092   525,346.528   MT  0.99960792   +0 10 04.2
 GC2719
 GC2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2719!SPC TN       -   0.99996536  x   1.00000015  =   0.99996551
 GC2719!UTM  16      -   0.99996536  x   0.99960792  =   0.99957329
 GC2719
 GC2719                          SUPERSEDED SURVEY CONTROL
 GC2719
 GC2719  ELLIP H (09/07/94)  220.75   (m)                       GP(       ) 4 1
 GC2719  NAD 83(1995)-  36 25 03.03587(N)    086 43 02.18860(W) AD(       ) B
 GC2719  ELLIP H (09/07/90)  220.72   (m)                       GP(       ) 4 1
 GC2719  NAD 83(1986)-  36 25 03.04384(N)    086 43 02.18954(W) AD(       ) 1
 GC2719  NAVD 88 (09/07/94)  250.35   (m)          821.4    (f) LEVELING    3  
 GC2719  NGVD 29 (??/??/??)  250.41   (m)          821.6    (f) N HEIGHT    3  
 GC2719
 GC2719.Superseded values are not recommended for survey control.
 GC2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2719.See file dsdata.txt to determine how the superseded data were derived.
 GC2719
 GC2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2534730295(NAD 83)
 GC2719_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2719_SETTING: 66 = SET IN ROCK OUTCROP
 GC2719_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GC2719_STAMPING: GPS 11 1987
 GC2719_MARK LOGO: NGS   
 GC2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2719+STABILITY: POSITION/ELEVATION WELL
 GC2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2719+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 GC2719
 GC2719  HISTORY     - Date     Condition        Report By
 GC2719  HISTORY     - 1987     MONUMENTED       NGS
 GC2719  HISTORY     - 1987     GOOD             NGS
 GC2719  HISTORY     - 19890410 GOOD             NGS
 GC2719  HISTORY     - 19901219 GOOD             NGS
 GC2719  HISTORY     - 19910201 GOOD
 GC2719  HISTORY     - 19931013 GOOD             NGS
 GC2719  HISTORY     - 19940124 GOOD
 GC2719  HISTORY     - 19950612 GOOD             NGS
 GC2719  HISTORY     - 20031010 GOOD             TNDT
 GC2719  HISTORY     - 20050713 GOOD             COMPDA
 GC2719
 GC2719                          STATION DESCRIPTION
 GC2719
 GC2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI)
 GC2719'NORTH OF NASHVILLE, AT THE JUNCTION OF INTERSTATE 65 AND STATE
 GC2719'ROUTE 257 (EXIT 104 BETHEL ROAD).
 GC2719'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2719'
 GC2719'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 65 AND STATE
 GC2719'ROUTE 257 (EXIT 104 BETHEL ROAD) IN A BEDROCK OUTCROP ON THE EAST
 GC2719'RIGHT-OF-WAY OF INTERSTATE 65, JUST NORTH OF THE STATE ROUTE 257
 GC2719'OVERPASS BRIDGE.
 GC2719'
 GC2719'THE STATION IS A STANDARD NGS DISK
 GC2719'STAMPED---GPS 11 1987---,
 GC2719'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 2.7 METERS (9
 GC2719'FT) BY 1.8 METERS (6 FT) WHICH IS FLAT ON TOP AND PROJECTS 0.9
 GC2719'METERS (3 FT) ON ITS WEST SIDE.  LOCATED
 GC2719'16.5 METERS (54 FT) NORTH FROM THE CENTERLINE OF THE STATE ROUTE
 GC2719'257 BRIDGE,
 GC2719'13.1 METERS (43 FT) EAST FROM THE EAST EDGE OF THE INTERSTATE 65
 GC2719'PAVEMENT, AND 1.8 METERS (6 FT) ABOVE SAME,
 GC2719'12.2 METERS (40 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE EAST
 GC2719'ABUTMENT OF THE OVERPASS BRIDGE,
 GC2719'1.4 METERS (4.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (1987)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2719'RECOVERED IN GOOD CONDITION.
 GC2719
 GC2719                          STATION RECOVERY (1989)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF NASHVILLE, AT
 GC2719'THE JUNCTION OF INTERSTATE HIGHWAY 65 AND STATE HIGHWAY 257 (EXIT 104
 GC2719'BETHEL ROAD).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O.
 GC2719'BOX 23170, NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2719'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND STATE
 GC2719'HIGHWAY 257 IN RIDGETOP, GO EAST ON STATE HIGHWAY 257 FOR 5.6 KM
 GC2719'(3.50 MI) TO BRIDGE OVER INTERSTATE HIGHWAY 65 AND THE STATION ON THE
 GC2719'LEFT.
 GC2719'THE STATION IS A STANDARD NGS HORIZONTAL DISK STAMPED---GPS 11
 GC2719'1987---, SET INTO A DRILL HOLE IN OUTCROP MEASURING 2.7 M (8.9 FT) BY
 GC2719'1.8 M (5.9 FT) WHICH IS FLAT ON TOP AND PROJECTS 0.9 M (3.0 FT) ON ITS
 GC2719'WEST SIDE.  LOCATED 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE
 GC2719'STATE HIGHWAY 257 BRIDGE.
 GC2719'DESCRIBED BY D.A. CONNERS
 GC2719
 GC2719                          STATION RECOVERY (1990)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2719'THE STATION IS LOCATED ABOUT 6.43 KM (4.00 MI) EAST-NORTHEAST OF
 GC2719'RIDGETOP, 29.0 KM (18.0 MI) NORTH OF NASHVILLE AND ON THE EAST SIDE
 GC2719'OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 65.
 GC2719'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2719'NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2719'THE STATION IS LOCATED AT THE JUNCTION OF THE NORTHBOUND LANE OF
 GC2719'INTERSTATE 65 AND THE EXIT RAMP OF EXIT 104 (BETHEL ROAD) LOCATED
 GC2719'ABOUT 6.43 KM (4.00 MI) EAST-NORTHEAST OF RIDGETOP.
 GC2719'THE STATION IS LOCATED IN ROCK OUTCROP ABOUT 2.4 M (7.9 FT) ABOVE THE
 GC2719'INTERSTATE JUST NORTH OF THE STATE HIGHWAY 257 OVERPASS BRIDGE AND
 GC2719'SOUTHEAST OF THE EXIT SPEED SIGN (EXIT SPEED 30 M.P.H.), 13.1 M
 GC2719'(43.0 FT) EAST OF THE EAST EDGE OF THE NORTHBOUND LANE OF INTERSTATE
 GC2719'65 (A SLOPE MEASUREMENT), 12.8 M (42.0 FT) SOUTHEAST OF THE EAST LEG
 GC2719'OF THE EXIT 104 SPEED LIMIT SIGN, 12.2 M (40.0 FT) NORTHWEST OF THE
 GC2719'NORTHWEST CORNER OF THE EAST ABUTMENT OF THE OVERPASS BRIDGE (A SLOPE
 GC2719'MEASUREMENT) AND 1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (1991)
 GC2719
 GC2719'RECOVERED 1991
 GC2719'RECOVERED IN GOOD CONDITION.
 GC2719
 GC2719                          STATION RECOVERY (1993)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF NASHVILLE,
 GC2719'6.43 KM (4.00 MI) EAST-NORTHEAST OF RIDGETOP IN ROCK OUTCROP ON THE
 GC2719'EAST SIDE OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 65.
 GC2719'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2719'NASHVILLE TN 37202, PHONE 615-741-2158.
 GC2719'TO REACH THE STATION FROM THE CENTER OF NASHVILLE, GO NORTH ON
 GC2719'INTERSTATE HIGHWAY 65 FOR 29.0 KM (18.00 MI) TO THE STATION ON THE
 GC2719'RIGHT AT THE EXIT RAMP OF EXIT 104 (BETHEL ROAD).
 GC2719'THE STATION IS 2.4 M (7.9 FT) ABOVE THE LEVEL OF THE HIGHWAY. LOCATED
 GC2719'13.1 M (43.0 FT) EAST OF THE EAST EDGE OF THE NORTHBOUND LANE OF THE
 GC2719'HIGHWAY (A SLOPE MEASUREMENT), 12.8 M (42.0 FT) SOUTHEAST OF THE LEG
 GC2719'OF THE EXIT 104 SPEED LIMIT SIGN, 12.2 M (40.0 FT) NORTHWEST OF THE
 GC2719'NORTHWEST CORNER OF THE EAST ABUTMENT OF THE OVERPASS BRIDGE ( A
 GC2719'SLOPE MEASUREMENT) 1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (1994)
 GC2719
 GC2719'RECOVERED 1994
 GC2719'RECOVERED IN GOOD CONDITION.
 GC2719
 GC2719                          STATION RECOVERY (1995)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF NASHVILLE,
 GC2719'6.44 KM (4.00 MI) EAST-NORTHEAST OF RIDGETOP, AT THE JUNCTION OF
 GC2719'INTERSTATE HIGHWAY 65 AND STATE HIGHWAY 257 (BETHEL ROAD, EXIT 104),
 GC2719'IN ROCK OUTCROP ON THE EAST SIDE OF THE NORTHBOUND LANE OF INTERSTATE
 GC2719'HIGHWAY 65.  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O.
 GC2719'BOX 23107, NASHVILLE TN 37202, PHONE 615-741-2158.  THE STATION IS 2.4
 GC2719'M (7.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.  LOCATED 13.1 M (43.0 FT)
 GC2719'EAST OF THE EAST EDGE OF THE NORTHBOUND LANE OF THE HIGHWAY (SLOPE
 GC2719'MEASUREMENT), 12.8 M (42.0 FT) SOUTHEAST OF THE LEG OF THE EXIT 104
 GC2719'SPEED LIMIT SIGN, 12.2 M (40.0 FT) NORTHWEST OF THE NORTHWEST CORNER
 GC2719'OF THE EAST ABUTMENT OF THE OVERPASS BRIDGE (SLOPE MEASUREMENT) AND
 GC2719'1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (2003)
 GC2719
 GC2719'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2719'RECOVERED AS DESCRIBED.
 GC2719
 GC2719                          STATION RECOVERY (2005)
 GC2719
 GC2719'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 GC2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2720 ***********************************************************************
 GC2720  CBN         -  This is a Cooperative Base Network Control Station.
 GC2720  DESIGNATION -  GPS 12
 GC2720  PID         -  GC2720
 GC2720  STATE/COUNTY-  TN/ROBERTSON
 GC2720  USGS QUAD   -  PLEASANT VIEW (1983)
 GC2720
 GC2720                         *CURRENT SURVEY CONTROL
 GC2720  ___________________________________________________________________
 GC2720* NAD 83(1995)-  36 26 56.15662(N)    087 05 55.14863(W)     ADJUSTED  
 GC2720* NAVD 88     -       212.51   (meters)     697.2    (feet)  N HEIGHT  
 GC2720  ___________________________________________________________________
 GC2720  X           -     260,001.820 (meters)                     COMP
 GC2720  Y           -  -5,130,123.571 (meters)                     COMP
 GC2720  Z           -   3,768,486.482 (meters)                     COMP
 GC2720  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GC2720  ELLIP HEIGHT-         183.10  (meters)          (08/03/04) GPS OBS
 GC2720  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2720  DYNAMIC HT  -         212.33  (meters)     696.6   (feet)  COMP
 GC2720  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC2720
 GC2720  HORZ ORDER  -  B
 GC2720  VERT ORDER  -  THIRD
 GC2720  ELLP ORDER  -  FOURTH    CLASS I
 GC2720
 GC2720.The horizontal coordinates were established by GPS observations
 GC2720.and adjusted by the National Geodetic Survey in December 1995..
 GC2720
 GC2720.The orthometric height was determined by differential leveling
 GC2720.and adjusted by the National Geodetic Survey in August 1996..
 GC2720.The height was determined by precise leveling from only one NSRS
 GC2720.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GC2720.allowed ONLY to validate the GPS-derived height.
 GC2720
 GC2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2720
 GC2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2720
 GC2720.The ellipsoidal height was determined by GPS observations
 GC2720.and is referenced to NAD 83.
 GC2720
 GC2720.The geoid height was determined by GEOID03.
 GC2720
 GC2720.The dynamic height is computed by dividing the NAVD 88
 GC2720.geopotential number by the normal gravity value computed on the
 GC2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2720.degrees latitude (g = 980.6199 gals.).
 GC2720
 GC2720.The modeled gravity was interpolated from observed gravity values.
 GC2720
 GC2720;                    North         East     Units Scale Factor Converg.
 GC2720;SPC TN       -   235,281.953   501,507.416   MT  1.00000588   -0 38 35.5
 GC2720;SPC TN       -   771,920.87  1,645,362.25   sFT  1.00000588   -0 38 35.5
 GC2720;UTM  16      - 4,033,748.010   491,159.359   MT  0.99960096   -0 03 31.0
 GC2720
 GC2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2720!SPC TN       -   0.99997126  x   1.00000588  =   0.99997714
 GC2720!UTM  16      -   0.99997126  x   0.99960096  =   0.99957224
 GC2720
 GC2720                          SUPERSEDED SURVEY CONTROL
 GC2720
 GC2720  ELLIP H (12/14/95)  182.87   (m)                       GP(       ) 1 2
 GC2720  NAD 83(1995)-  36 26 56.15835(N)    087 05 55.15291(W) AD(       ) B
 GC2720  ELLIP H (09/07/90)  182.83   (m)                       GP(       ) 4 1
 GC2720  NAVD 88 (08/03/04)  212.51   (m)          697.2    (f) LEVELING    3  
 GC2720  NAVD 88 (12/14/95)  212.30   (m)          696.5    (f) LEVELING    3  
 GC2720  NGVD 29 (??/??/??)  212.57   (m)          697.4    (f) N HEIGHT    3  
 GC2720
 GC2720.Superseded values are not recommended for survey control.
 GC2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2720.See file dsdata.txt to determine how the superseded data were derived.
 GC2720
 GC2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9115933748(NAD 83)
 GC2720_MARKER: I = METAL ROD
 GC2720_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2720_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2720_STAMPING: GPS 12 1987
 GC2720_MARK LOGO: NGS   
 GC2720_PROJECTION: FLUSH
 GC2720_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2720+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2720_ROD/PIPE-DEPTH: 7.30 meters
 GC2720_SLEEVE-DEPTH  : 0.90 meters
 GC2720
 GC2720  HISTORY     - Date     Condition        Report By
 GC2720  HISTORY     - 1987     MONUMENTED       NGS
 GC2720  HISTORY     - 1987     GOOD             NGS
 GC2720  HISTORY     - 19890524 GOOD
 GC2720  HISTORY     - 19901219 GOOD             NGS
 GC2720  HISTORY     - 19910129 GOOD
 GC2720  HISTORY     - 19930420 GOOD             NOS
 GC2720  HISTORY     - 19950615 GOOD             NGS
 GC2720  HISTORY     - 20031010 GOOD             TNDT
 GC2720
 GC2720                          STATION DESCRIPTION
 GC2720
 GC2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2720'THE STATION IS LOCATED ABOUT 43.5 KM (27 MI)
 GC2720'NORTHWEST OF NASHVILLE,
 GC2720'24.1 KM (15 MI) EAST-SOUTHEAST OF CLARKSVILLE, AT THE JUNCTION OF
 GC2720'INTERSTATE 24 AND STATE ROUTE 256 (EXIT 19).
 GC2720'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2720'
 GC2720'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 24 AND STATE
 GC2720'ROUTE 256 (EXIT 19), IN THE SOUTHEAST QUADRANT OF THE INTERCHANGE.
 GC2720'
 GC2720'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.3 METERS
 GC2720'(24 FT).  THE LOGO CAP IS STAMPED---GPS 12 1987---, AND A RAILROAD
 GC2720'SPIKE IS SET IN THE CONCRETE.  LOCATED 124.3 METERS (408 FT)
 GC2720'SOUTHEAST FROM SOUTHEAST CORNER OF THE OVERPASS BRIDGE, 20.9 METERS
 GC2720'(68.5 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE EASTBOUND
 GC2720'INTERSTATE 24 PAVEMENT, 86.6 METERS (284 FT) NORTHEAST FROM A
 GC2720'CULVERT HEADWALL UNDER THE ENTRANCE RAMP, 30.6 METERS (100.5 FT)
 GC2720'NORTHEAST FROM THE CENTER OF A CONCRETE DITCH, 0.3 METERS (1.0 FT)
 GC2720'NORTHWEST FROM A FIBERGLASS WITNESS POST.
 GC2720
 GC2720                          STATION RECOVERY (1987)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2720'RECOVERED IN GOOD CONDITION.
 GC2720
 GC2720                          STATION RECOVERY (1989)
 GC2720
 GC2720'RECOVERED 1989
 GC2720'RECOVERED IN GOOD CONDITION.
 GC2720
 GC2720                          STATION RECOVERY (1990)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2720'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) EAST-SOUTHEAST OF
 GC2720'CLARKSVILLE, 43.5 KM (27.0 MI) NORTHWEST OF NASHVILLE AND ON THE
 GC2720'SOUTH SIDE OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 24.
 GC2720'OWNERSHIP--TENESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2720'NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2720'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHEAST END OF THE
 GC2720'STATE HIGHWAY 256 OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 24 (EXIT
 GC2720'19)AND THE STATE HIGHWAY 256 ENTRANCE RAMP LEADING TO INTERSTATE 24,
 GC2720'ABOUT 24.1 KM (15.0 MI) EAST-SOUTHEAST OF CLARKSVILLE, GO NORTHWEST
 GC2720'ALONG THE ENTRANCE RAMP TO ITS JUNCTION OF THE INTERSTATE, GO
 GC2720'NORTHWEST ON INTERSTATE 24 FOR 4.26 KM (2.65 MI) TO AN OFFICAL USE
 GC2720'TURN-AROUND, TURN LEFT TO THE EASTBOUND LANE OF INTERSTATE 24, TURN
 GC2720'LEFT, SOUTHEAST, ON THE EASTBOUND LANE OF INTERSTATE 24 FOR 4.26 KM
 GC2720'(2.65 MI) TO THE STATE HIGHWAY 256 OVERPASS BRIDGE (EXIT 19),
 GC2720'CONTINUE AHEAD ON THE INTERSTATE FOR 0.16 KM (0.10 MI) TO THE STATION
 GC2720'ON RIGHT.
 GC2720'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE EASTBOUND LANE OF
 GC2720'INTERSTATE 24, 0.16 KM (0.10 MI) SOUTHEAST OF THE STATE HIGHWAY 256
 GC2720'OVERPASS BRIDGE (EXIT 19), 86.6 M (284.1 FT) NORTHEAST OF THE
 GC2720'HEADWALL OF A CULVERT UNDER THE ENTRANCE RAMP, 30.6 M (100.4 FT)
 GC2720'NORTHEAST OF THE CENTER OF A CONCRETE DITCH, 20.9 M (68.6 FT)
 GC2720'SOUTHWEST OF THE SOUTHWEST EDGE OF INTERSTATE 24 AND 0.3 M (1.0 FT)
 GC2720'NORTHWEST OF A FIBERGLASS WITNESS POST.
 GC2720
 GC2720                          STATION RECOVERY (1991)
 GC2720
 GC2720'RECOVERED 1991
 GC2720'RECOVERED IN GOOD CONDITION.
 GC2720
 GC2720                          STATION RECOVERY (1993)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GC2720'RECOVERED AS DESCRIBED.
 GC2720
 GC2720                          STATION RECOVERY (1995)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2720'THE STATION IS LOCATED ABOUT 43.5 KM (27.00 MI) NORTHWEST OF
 GC2720'NASHVILLE, 24.1 KM (14.95 MI) EAST-SOUTHEAST OF CLARKSVILLE, AT THE
 GC2720'JUNCTION OF INTERSTATE HIGHWAY 24 AND STATE ROUTE 256 (EXIT 19), IN
 GC2720'THE SOUTHEAST QUADRANT OF THE INTERCHANGE.  OWNERSHIP--HIGHWAY
 GC2720'RIGHT-OF-WAY.  LOCATED 124.3 M (407.8 FT) SOUTHEAST FROM THE SOUTHEAST
 GC2720'CORNER OF THE OVERPASS BRIDGE, 20.9 M (68.6 FT) SOUTHWEST FROM THE
 GC2720'SOUTHWEST EDGE OF THE EASTBOUND INTERSTATE HIGHWAY 24 PAVEMENT, 86.6 M
 GC2720'(284.1 FT) NORTHEAST FROM A CULVERT HEADWALL UNDER THE ENTRANCE RAMP,
 GC2720'30.6 M (100.4 FT) NORTHEAST FROM THE CENTER OF A CONCRETE DITCH, 0.3 M
 GC2720'(1.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS
 GC2720'SET IN THE CONCRETE.
 GC2720
 GC2720                          STATION RECOVERY (2003)
 GC2720
 GC2720'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2721 ***********************************************************************
 GC2721  FBN         -  This is a Federal Base Network Control Station.
 GC2721  DESIGNATION -  GPS 13
 GC2721  PID         -  GC2721
 GC2721  STATE/COUNTY-  TN/MONTGOMERY
 GC2721  USGS QUAD   -  PALMYRA (1983)
 GC2721
 GC2721                         *CURRENT SURVEY CONTROL
 GC2721  ___________________________________________________________________
 GC2721* NAD 83(1995)-  36 26 12.08662(N)    087 28 39.59121(W)     ADJUSTED  
 GC2721* NAVD 88     -       134.10   (meters)     440.0    (feet)  N HEIGHT  
 GC2721  ___________________________________________________________________
 GC2721  X           -     226,093.324 (meters)                     COMP
 GC2721  Y           -  -5,132,474.341 (meters)                     COMP
 GC2721  Z           -   3,767,347.066 (meters)                     COMP
 GC2721  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GC2721  ELLIP HEIGHT-         104.64  (meters)          (08/03/04) GPS OBS
 GC2721  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2721  DYNAMIC HT  -         133.99  (meters)     439.6   (feet)  COMP
 GC2721  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 GC2721
 GC2721  HORZ ORDER  -  B
 GC2721  VERT ORDER  -  THIRD
 GC2721  ELLP ORDER  -  FOURTH    CLASS I
 GC2721
 GC2721.The horizontal coordinates were established by GPS observations
 GC2721.and adjusted by the National Geodetic Survey in September 1994..
 GC2721
 GC2721.The orthometric height was determined by differential leveling
 GC2721.and adjusted by the National Geodetic Survey in August 1996..
 GC2721.WARNING-GPS observations at this control monument resulted in a GPS
 GC2721.derived orthometric height which differed from the leveled height by
 GC2721.more than one decimeter (0.1 meter).
 GC2721
 GC2721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2721
 GC2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2721
 GC2721.The ellipsoidal height was determined by GPS observations
 GC2721.and is referenced to NAD 83.
 GC2721
 GC2721.The geoid height was determined by GEOID03.
 GC2721
 GC2721.The dynamic height is computed by dividing the NAVD 88
 GC2721.geopotential number by the normal gravity value computed on the
 GC2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2721.degrees latitude (g = 980.6199 gals.).
 GC2721
 GC2721.The modeled gravity was interpolated from observed gravity values.
 GC2721
 GC2721;                    North         East     Units Scale Factor Converg.
 GC2721;SPC TN       -   234,370.897   467,511.300   MT  1.00000361   -0 51 54.3
 GC2721;SPC TN       -   768,931.85  1,533,826.66   sFT  1.00000361   -0 51 54.3
 GC2721;UTM  16      - 4,032,491.602   457,187.709   MT  0.99962258   -0 17 01.3
 GC2721
 GC2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2721!SPC TN       -   0.99998358  x   1.00000361  =   0.99998719
 GC2721!UTM  16      -   0.99998358  x   0.99962258  =   0.99960616
 GC2721
 GC2721                          SUPERSEDED SURVEY CONTROL
 GC2721
 GC2721  ELLIP H (12/14/95)  104.65   (m)                       GP(       ) 1 2
 GC2721  ELLIP H (09/30/94)  104.62   (m)                       GP(       ) 4 2
 GC2721  ELLIP H (09/07/94)  104.65   (m)                       GP(       ) 4 1
 GC2721  NAD 83(1995)-  36 26 12.08740(N)    087 28 39.59526(W) AD(       ) B
 GC2721  ELLIP H (09/07/90)  104.62   (m)                       GP(       ) 4 1
 GC2721  NAD 83(1986)-  36 26 12.09761(N)    087 28 39.59725(W) AD(       ) 1
 GC2721  NAVD 88 (09/07/94)  134.10   (m)          440.0    (f) LEVELING    3  
 GC2721  NGVD 29 (??/??/??)  134.16   (m)          440.2    (f) N HEIGHT    3  
 GC2721
 GC2721.Superseded values are not recommended for survey control.
 GC2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2721.See file dsdata.txt to determine how the superseded data were derived.
 GC2721
 GC2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5718832492(NAD 83)
 GC2721_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2721_SETTING: 66 = SET IN ROCK OUTCROP
 GC2721_SP_SET: IN DRILL HOLE IN BEDROCK
 GC2721_STAMPING: GPS 13 1987
 GC2721_MARK LOGO: NGS   
 GC2721_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2721+STABILITY: POSITION/ELEVATION WELL
 GC2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2721+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2721
 GC2721  HISTORY     - Date     Condition        Report By
 GC2721  HISTORY     - 1987     MONUMENTED       NGS
 GC2721  HISTORY     - 1987     GOOD             NGS
 GC2721  HISTORY     - 19890410 GOOD             NGS
 GC2721  HISTORY     - 19930420 GOOD             NOS
 GC2721  HISTORY     - 19931013 GOOD             NGS
 GC2721  HISTORY     - 19940125 GOOD
 GC2721  HISTORY     - 19950613 GOOD             NGS
 GC2721  HISTORY     - 20031010 GOOD             TNDT
 GC2721
 GC2721                          STATION DESCRIPTION
 GC2721
 GC2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2721'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 GC2721'SOUTH OF CLARKSVILLE, AT PALMYRA, ON THE STATE ROUTE 149
 GC2721'RIGHT-OF-WAY,
 GC2721'0.5 KM (0.3 MI) EAST OF THE EAST END OF THE STATE ROUTE 149 BRIDGE
 GC2721'OVER A CREEK.
 GC2721'OWNERSHIP--STATE RIGHT-OF-WAY
 GC2721'
 GC2721'THE STATION IS LOCATED AT PALMYRA IN A ROCK CUT ON THE SOUTH
 GC2721'RIGHT-OF-WAY OF STATE ROUTE 149 IN FRONT OF THE PALMYRA 149 MARKET
 GC2721'(A CONVENIENCE STORE).
 GC2721'
 GC2721'THE STATION IS A STANDARD NGS DISK
 GC2721'STAMPED---GPS 13 1987---,
 GC2721'SET INTO A DRILL HOLE IN BEDROCK OUTCROP 15.3 METERS (50.3 FT)
 GC2721'SOUTH OF THE ROAD CENTER AND 1.2 METERS (4 FT) ABOVE SAME.  LOCATED
 GC2721'29.6 METERS (97 FT) EAST FROM THE CENTER OF THE GRAVEL MARKET
 GC2721'ENTRANCE DRIVE,
 GC2721'25.1 METERS (82.5 FT) NORTH FROM A FLAGPOLE,
 GC2721'1.5 METERS (5 FT) SOUTH FROM THE OF THE CUT,
 GC2721'0.3 METERS (1.1 FT) EAST FROM A STEEL WITNESS POST.
 GC2721
 GC2721                          STATION RECOVERY (1987)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2721'RECOVERED IN GOOD CONDITION.
 GC2721
 GC2721                          STATION RECOVERY (1989)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC2721'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF CLARKSVILLE,
 GC2721'IN PALMYRA, ON STATE HIGHWAY 149 RIGHT-OF-WAY.  OWNERSHIP--TENNESSEE
 GC2721'DEPARTMENT OF TRANSPORTATION, P.O. BOX 23170, NASHVILLE, TN 37202,
 GC2721'PHONE 615-741-2158.
 GC2721'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 13, 48 AND 149
 GC2721'IN STEELES, TENNESSEE, GO SOUTHWEST ON STATE ROAD 149 FOR 10.1 KM
 GC2721'(6.30 MI) TO THE STATION ON THE LEFT IN FRONT OF THE PALMYRA 149
 GC2721'MARKET
 GC2721'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED---GPS 11
 GC2721'1987---, SET INTO A DRILL HOLE IN OUTCROP AND ABOUT 1.2 M (3.9 FT)
 GC2721'ABOVE THE ROAD.  LOCATED 29.6 M (97.1 FT) EAST OF THE CENTER OF THE
 GC2721'GRAVEL ENTRANCE DRIVE OF THE 149 MARKET, 25.1 M (82.3 FT) NORTH OF THE
 GC2721'FLAG POLE OF THE MARKET, 15.3 M (50.2 FT) SOUTH OF THE CENTER OF THE
 GC2721'ROAD AND 0.3 M (1.0 FT) EAST OF A STEEL WITNESS POST.
 GC2721'DESCRIBED BY D.A. CONNERS.
 GC2721
 GC2721                          STATION RECOVERY (1993)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GC2721'RECOVERED AS DESCRIBED.
 GC2721
 GC2721                          STATION RECOVERY (1993)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2721'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF CLARKSVILLE,
 GC2721'10.0 KM (6.20 MI) SOUTHWEST OF STEELES, IN PALMYRA, ON STATE HIGHWAY
 GC2721'149 RIGHT-OF-WAY.  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION,
 GC2721'P.O. BOX 23107, NASHVILLE TN 37202, PHONE 615-741-2158.
 GC2721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 48 AND
 GC2721'149 IN STEELES, GO SOUTHWEST ON STATE HIGHWAY 149 FOR 10.1 KM
 GC2721'(6.25 MI) TO THE STATION ON THE LEFT IN FRONT OF THE PALMYRA 149
 GC2721'MARKET.
 GC2721'THE STATION IS SET IN A ROCK OUTCROP 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 GC2721'THE HIGHWAY.  LOCATED 29.6 M (97.1 FT) EAST OF THE CENTER OF THE
 GC2721'GRAVEL ENTRANCE DRIVE OF THE 149 MARKET, 25.1 M (82.3 FT) NORTH OF
 GC2721'THE FLAG POLE OF THE MARKET, 15.3 M (50.2 FT) SOUTH OF THE CENTERLINE
 GC2721'OF THE HIGHWAY AND 0.3 M (1.0 FT) EAST OF A STEEL WITNESS POST.
 GC2721
 GC2721                          STATION RECOVERY (1994)
 GC2721
 GC2721'RECOVERED 1994
 GC2721'RECOVERED IN GOOD CONDITION.
 GC2721
 GC2721                          STATION RECOVERY (1995)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2721'RECOVERED AS DESCRIBED.
 GC2721
 GC2721                          STATION RECOVERY (2003)
 GC2721
 GC2721'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2722 ***********************************************************************
 GC2722  CBN         -  This is a Cooperative Base Network Control Station.
 GC2722  DESIGNATION -  GPS 14
 GC2722  PID         -  GC2722
 GC2722  STATE/COUNTY-  TN/STEWART
 GC2722  USGS QUAD   -  STANDING ROCK (1986)
 GC2722
 GC2722                         *CURRENT SURVEY CONTROL
 GC2722  ___________________________________________________________________
 GC2722* NAD 83(1995)-  36 27 55.87137(N)    087 59 17.61954(W)     ADJUSTED  
 GC2722* NAVD 88     -       144.06   (meters)     472.6    (feet)  N HEIGHT  
 GC2722  ___________________________________________________________________
 GC2722  X           -     180,282.978 (meters)                     COMP
 GC2722  Y           -  -5,132,394.088 (meters)                     COMP
 GC2722  Z           -   3,769,926.540 (meters)                     COMP
 GC2722  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 GC2722  ELLIP HEIGHT-         115.07  (meters)          (08/03/04) GPS OBS
 GC2722  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC2722  DYNAMIC HT  -         143.94  (meters)     472.2   (feet)  COMP
 GC2722  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GC2722
 GC2722  HORZ ORDER  -  B
 GC2722  VERT ORDER  -  THIRD
 GC2722  ELLP ORDER  -  FOURTH    CLASS I
 GC2722
 GC2722.The horizontal coordinates were established by GPS observations
 GC2722.and adjusted by the National Geodetic Survey in December 1995..
 GC2722
 GC2722.The orthometric height was determined by differential leveling
 GC2722.and adjusted by the National Geodetic Survey in August 1996..
 GC2722.The height was determined by precise leveling from only one NSRS
 GC2722.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GC2722.allowed ONLY to validate the GPS-derived height.
 GC2722
 GC2722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2722
 GC2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2722
 GC2722.The ellipsoidal height was determined by GPS observations
 GC2722.and is referenced to NAD 83.
 GC2722
 GC2722.The geoid height was determined by GEOID03.
 GC2722
 GC2722.The dynamic height is computed by dividing the NAVD 88
 GC2722.geopotential number by the normal gravity value computed on the
 GC2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2722.degrees latitude (g = 980.6199 gals.).
 GC2722
 GC2722.The modeled gravity was interpolated from observed gravity values.
 GC2722
 GC2722;                    North         East     Units Scale Factor Converg.
 GC2722;SPC TN       -   238,379.917   421,804.201   MT  1.00000903   -1 09 50.4
 GC2722;SPC TN       -   782,084.78  1,383,869.28   sFT  1.00000903   -1 09 50.4
 GC2722;UTM  16      - 4,036,037.266   411,458.488   MT  0.99969659   -0 35 14.6
 GC2722
 GC2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2722!SPC TN       -   0.99998194  x   1.00000903  =   0.99999097
 GC2722!UTM  16      -   0.99998194  x   0.99969659  =   0.99967854
 GC2722
 GC2722                          SUPERSEDED SURVEY CONTROL
 GC2722
 GC2722  ELLIP H (12/14/95)  115.12   (m)                       GP(       ) 1 2
 GC2722  NAD 83(1995)-  36 27 55.87239(N)    087 59 17.62295(W) AD(       ) B
 GC2722  ELLIP H (09/07/90)  115.10   (m)                       GP(       ) 4 1
 GC2722  NAVD 88 (02/01/05)  144.06   (m)          472.6    (f) LEVELING    3  
 GC2722  NAVD 88 (12/14/95)  144.06   (m)          472.6    (f) LEVELING    3  
 GC2722  NGVD 29 (??/??/??)  144.10   (m)          472.8    (f) N HEIGHT    3  
 GC2722
 GC2722.Superseded values are not recommended for survey control.
 GC2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2722.See file dsdata.txt to determine how the superseded data were derived.
 GC2722
 GC2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1145836037(NAD 83)
 GC2722_MARKER: I = METAL ROD
 GC2722_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2722_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2722_STAMPING: GPS 14 1987
 GC2722_MARK LOGO: NGS   
 GC2722_PROJECTION: FLUSH
 GC2722_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2722+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2722_ROD/PIPE-DEPTH: 5.80 meters
 GC2722_SLEEVE-DEPTH  : 0.90 meters
 GC2722
 GC2722  HISTORY     - Date     Condition        Report By
 GC2722  HISTORY     - 1987     MONUMENTED       NGS
 GC2722  HISTORY     - 19890725 GOOD
 GC2722  HISTORY     - 19950615 GOOD             NGS
 GC2722  HISTORY     - 20031010 GOOD             TNDT
 GC2722
 GC2722                          STATION DESCRIPTION
 GC2722
 GC2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2722'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 GC2722'NORTHEAST OF PARIS,
 GC2722'12.9 KM (8 MI) WEST OF DOVER, AT THE JUNCTION OF STATE ROUTE 232
 GC2722'AND U.S. HIGHWAY 79.
 GC2722'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2722'
 GC2722'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 232 AND U.S.
 GC2722'HIGHWAY 79, IN THE GRASS MEDIAN OF U.S. HIGHWAY 79 JUST WEST OF THE
 GC2722'JUNCTION.
 GC2722'
 GC2722'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.8 METERS
 GC2722'(19 FT).  THE LOGO CAP IS STAMPED---GPS 14 1987---, AND A STEEL
 GC2722'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 25.0 METERS (82 FT) WEST
 GC2722'FROM THE CENTER OF THE ROAD JUNCTION, 16.0 METERS (52.5 FT) WEST
 GC2722'FROM THE EAST END OF THE GRASS MEDIAN, 2.4 METERS (7.8 FT) SOUTH
 GC2722'FROM THE NORTH EDGE OF THE MEDIAN, 0.2 METERS (0.7 FT) SOUTH FROM A
 GC2722'FIBERGLASS WITNESS POST, 0.5 METERS (1.5 FT) ABOVE THE ROAD SURFACE.
 GC2722
 GC2722                          STATION RECOVERY (1989)
 GC2722
 GC2722'RECOVERED 1989
 GC2722'RECOVERED IN GOOD CONDITION.
 GC2722
 GC2722                          STATION RECOVERY (1995)
 GC2722
 GC2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2722'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHEAST OF PARIS,
 GC2722'12.9 KM (8.00 MI) WEST OF DOVER, AT THE JUNCTION OF STATE ROUTE 232
 GC2722'AND U.S. HIGHWAY 79, IN THE GRASS MEDIAN OF HIGHWAY 79 JUST WEST OF
 GC2722'THE JUNCTION.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION
 GC2722'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 49 IN DOVER, GO
 GC2722'SOUTHWEST FOR 4.91 KM (3.05 MI) ON HIGHWAY 79 TO A PAVED ROAD RIGHT
 GC2722'(THE TRACE) LEADING TO THE THE TVA LAND BETWEEN THE LAKES RECREATION
 GC2722'AREA.  CONTINUE AHEAD ON HIGHWAY 79 FOR 9.50 KM (5.90 MI) TO THE
 GC2722'JUNCTION OF STATE ROUTE 232 AND THE STATION IN MEDIAN.  TOP OF ROD IS
 GC2722'RECESSED 9 CM BELOW GROUND.  LOCATED 25.0 M (82.0 FT) WEST FROM THE
 GC2722'CENTER OF THE ROAD JUNCTION, 21.82 M (71.59 FT) NORTH-NORTHWEST FROM A
 GC2722'STATE ROUTE 232 SOUTH SIGN ON THE SOUTH SIDE OF HIGHWAY 79, 16.0 M
 GC2722'(52.5 FT) WEST FROM THE EAST END OF THE GRASS MEDIAN, 9.75 M (31.99
 GC2722'FT) WEST-SOUTHWEST FROM A ROAD SIGN IN MEDIAN WHICH DIRECTS TRAFFIC TO
 GC2722'BEAR RIGHT AROUND MEDIAN, 2.6 M (8.5 FT) NORTH FROM THE SOUTH EDGE OF
 GC2722'THE MEDIAN, 2.4 M (7.9 FT) SOUTH FROM THE NORTH EDGE OF THE MEDIAN AND
 GC2722'0.5 M (1.6 FT) ABOVE THE ROAD SURFACE.  A STEEL SPIKE IS EMBEDDED IN
 GC2722'THE CONCRETE.
 GC2722
 GC2722                          STATION RECOVERY (2003)
 GC2722
 GC2722'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1863 ***********************************************************************
 GD1863  FBN         -  This is a Federal Base Network Control Station.
 GD1863  PACS        -  This is a Primary Airport Control Station.
 GD1863  DESIGNATION -  GPS 15
 GD1863  PID         -  GD1863
 GD1863  STATE/COUNTY-  TN/HENRY
 GD1863  USGS QUAD   -  OSAGE (1985)
 GD1863
 GD1863                         *CURRENT SURVEY CONTROL
 GD1863  ___________________________________________________________________
 GD1863* NAD 83(1995)-  36 20 29.80229(N)    088 22 43.77071(W)     ADJUSTED  
 GD1863* NAVD 88     -       173.02   (meters)     567.6    (feet)  N HEIGHT  
 GD1863  ___________________________________________________________________
 GD1863  X           -     145,521.967 (meters)                     COMP
 GD1863  Y           -  -5,141,684.497 (meters)                     COMP
 GD1863  Z           -   3,758,877.351 (meters)                     COMP
 GD1863  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GD1863  ELLIP HEIGHT-         144.61  (meters)          (08/03/04) GPS OBS
 GD1863  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1863  DYNAMIC HT  -         172.87  (meters)     567.2   (feet)  COMP
 GD1863  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GD1863
 GD1863  HORZ ORDER  -  B
 GD1863  VERT ORDER  -  THIRD
 GD1863  ELLP ORDER  -  FOURTH    CLASS I
 GD1863
 GD1863.This mark is at Henry County Airport (PHT)
 GD1863
 GD1863.The horizontal coordinates were established by GPS observations
 GD1863.and adjusted by the National Geodetic Survey in September 1994..
 GD1863
 GD1863.The orthometric height was determined by differential leveling
 GD1863.and adjusted by the National Geodetic Survey in August 1996..
 GD1863.WARNING-GPS observations at this control monument resulted in a GPS
 GD1863.derived orthometric height which differed from the leveled height by
 GD1863.more than one decimeter (0.1 meter).
 GD1863
 GD1863.Photographs are available for this station.
 GD1863
 GD1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1863
 GD1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1863
 GD1863.The ellipsoidal height was determined by GPS observations
 GD1863.and is referenced to NAD 83.
 GD1863
 GD1863.The geoid height was determined by GEOID03.
 GD1863
 GD1863.The dynamic height is computed by dividing the NAVD 88
 GD1863.geopotential number by the normal gravity value computed on the
 GD1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1863.degrees latitude (g = 980.6199 gals.).
 GD1863
 GD1863.The modeled gravity was interpolated from observed gravity values.
 GD1863
 GD1863;                    North         East     Units Scale Factor Converg.
 GD1863;SPC TN       -   225,415.400   386,468.876   MT  0.99998755   -1 23 33.6
 GD1863;SPC TN       -   739,550.36  1,267,939.97   sFT  0.99998755   -1 23 33.6
 GD1863;UTM  16      - 4,022,721.662   376,264.340   MT  0.99978864   -0 49 01.9
 GD1863
 GD1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1863!SPC TN       -   0.99997730  x   0.99998755  =   0.99996486
 GD1863!UTM  16      -   0.99997730  x   0.99978864  =   0.99976595
 GD1863
 GD1863|---------------------------------------------------------------------|
 GD1863| PID    Reference Object                     Distance      Geod. Az  |
 GD1863|                                                           dddmmss.s |
 GD1863| GD1916 GPS 15 AZ MK                        334.663 METERS 29113     |
 GD1863|---------------------------------------------------------------------|
 GD1863
 GD1863                          SUPERSEDED SURVEY CONTROL
 GD1863
 GD1863  ELLIP H (09/07/94)  144.69   (m)                       GP(       ) 4 1
 GD1863  NAD 83(1995)-  36 20 29.80308(N)    088 22 43.77331(W) AD(       ) B
 GD1863  ELLIP H (09/07/90)  144.64   (m)                       GP(       ) 4 1
 GD1863  NAD 83(1986)-  36 20 29.81490(N)    088 22 43.77370(W) AD(       ) 1
 GD1863  NAVD 88 (09/07/94)  173.02   (m)          567.6    (f) LEVELING    3  
 GD1863  NGVD 29 (??/??/??)  173.06   (m)          567.8    (f) N HEIGHT    3  
 GD1863
 GD1863.Superseded values are not recommended for survey control.
 GD1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1863.See file dsdata.txt to determine how the superseded data were derived.
 GD1863
 GD1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7626422722(NAD 83)
 GD1863_MARKER: I = METAL ROD
 GD1863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1863_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1863_STAMPING: GPS 15 1987
 GD1863_MARK LOGO: NGS   
 GD1863_PROJECTION: FLUSH
 GD1863_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GD1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1863+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1863_ROD/PIPE-DEPTH: 15.2 meters
 GD1863_SLEEVE-DEPTH  : 0.90 meters
 GD1863
 GD1863  HISTORY     - Date     Condition        Report By
 GD1863  HISTORY     - 1987     MONUMENTED       NGS
 GD1863  HISTORY     - 1987     GOOD             NGS
 GD1863  HISTORY     - 19890410 GOOD             NGS
 GD1863  HISTORY     - 19890621 GOOD             NGS
 GD1863  HISTORY     - 19901219 GOOD             NGS
 GD1863  HISTORY     - 19910130 GOOD
 GD1863  HISTORY     - 19931013 GOOD             NGS
 GD1863  HISTORY     - 19940225 GOOD
 GD1863  HISTORY     - 19950619 GOOD             NGS
 GD1863  HISTORY     - 1999     GOOD             LOWE
 GD1863  HISTORY     - 20031010 GOOD             TNDT
 GD1863
 GD1863                          STATION DESCRIPTION
 GD1863
 GD1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS/HENRY COUNTY AIRPORT.
 GD1863'OWNERSHIP--AIRPORT MANAGER IS RICHARD BATTLES, OFFICE TELEPHONE
 GD1863'(901)642-7676, HOME TELEPHONE (901)642-7791.  NIGHT ACCESS SHOULD
 GD1863'BE CLEARED WITH MR. BATTLES.  PROPERTY IS NOT USUALLY LOCKED.
 GD1863'
 GD1863'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS GO
 GD1863'WEST FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 641 TO THE JUNCTION OF
 GD1863'STATE ROUTE 54.  TURN RIGHT AND GO NORTH AND NORTHWEST FOR 5.8 KM
 GD1863'(3.6 MI) ON STATE ROUTE 54 TO THE PARIS/HENRY COUNTY AIRPORT
 GD1863'ENTRANCE DRIVE ON THE LEFT.
 GD1863'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON THE AIRPORT ENTRANCE
 GD1863'DRIVE TO THE AIRPORT OFFICE AND THE STATION.
 GD1863'
 GD1863'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 15.2
 GD1863'METERS (50 FT).  THE LOGO CAP IS STAMPED---GPS 15 1987---, AND A
 GD1863'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 91.1 METERS (299
 GD1863'FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE ONE STORY BRICK
 GD1863'AIRPORT OFFICE, 46.6 METERS (153 FT) SOUTHWEST FROM THE CENTER OF A
 GD1863'NORTHWEST-SOUTHEAST RUNWAY, 10.4 METERS (34 FT) EAST FROM THE NORTH
 GD1863'CORNER OF A PAVED AIRCRAFT PARKING RAMP, 20.4 METERS (67 FT)
 GD1863'EAST-SOUTHEAST FROM A 0.9 METERS (3 FT) BY 1.8 METERS (6 FT) IRON
 GD1863'DRAIN GRATE, 0.3 METERS (0.9 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 GD1863'WITNESS POST.
 GD1863
 GD1863                          STATION RECOVERY (1987)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GD1863'RECOVERED IN GOOD CONDITION.
 GD1863
 GD1863                          STATION RECOVERY (1989)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS-HENRY COUNTY AIRPORT.  OWNERSHIP--HENRY COUNTY, ROUTE 2, BOX
 GD1863'269, PARIS, TN 38242, PHONE 901-642-7676.  AIRPORT MANAGER IS RICHARD
 GD1863'BATTLES.
 GD1863'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS, GO WEST FOR 1.3 KM
 GD1863'(0.80 MI) ON US HIGHWAY 641 TO THE JUNCTION OF STATE ROUTE 54.  TURN
 GD1863'RIGHT AND GO WEST FOR 1.3 KM (0.80 MI) TO JUNCTION OF STATE ROUTE 69,
 GD1863'BEAR RIGHT ONTO STATE ROUTE 69 FOR 5.9 KM (3.65 MI) TO THE AIRPORT
 GD1863'ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.3 KM
 GD1863'(0.20 MI) ON THE DRIVE TO AIRPORT OFFICE AND THE STATION.
 GD1863'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 GD1863'SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---GPS 15
 GD1863'1987---, SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  LOCATED 91.1 M
 GD1863'(298.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE ONE STORY BRICK
 GD1863'AIRPORT OFFICE, 46.6 M (152.9 FT) SOUTHWEST FROM THE CENTER OF THE
 GD1863'RUNWAY, 20.4 M (66.9 FT) EAST-SOUTHEAST FROM A 3 X 6 FOOT IRON DRAIN
 GD1863'GATE, 10.4 M (34.1 FT) EAST FROM THE NORTH CORNER OF A PAVED AIRCRAFT
 GD1863'PARKING AREA AND 0.3 M (1.0 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 GD1863'WITNESS POST.
 GD1863'DESCRIBED BY M.J. WELLSLAGER.
 GD1863
 GD1863                          STATION RECOVERY (1989)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1863'THE STATION IS LOCATED NORTH FROM THE AIRPORT OFFICE AND EAST FROM THE
 GD1863'RAMP IN A GRASSY AREA.  THE STATION IS LOCATED 299 FEET (91.1 M)
 GD1863'NORTHWEST FROM THE NORTHWEST CORNER OF THE AIRPORT OFFICE BUILDING,
 GD1863'153 FEET (46.6 M) SOUTHWEST FROM THE CENTER OF RUNWAY 12-30, 34 FEET
 GD1863'(10.4 M) EAST FROM THE NORTH CORNER OF THE RAMP, 67 FEET (20.4 M)
 GD1863'SOUTHEAST FROM A 3 X 6 INCH IRON DRAIN GRATE, AND 0.9 FT (27.4 CM)
 GD1863'SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE STATION IS A PUNCH HOLE
 GD1863'IN A STAINLESS STEEL ROD UNDER A LOGO CAP, STAMPED GPS 15 1987, SET
 GD1863'FLUSH WITH THE GROUND.
 GD1863
 GD1863                          STATION RECOVERY (1990)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS/HENRY COUNTY AIRPORT AND NEAR THE NORTHEAST CORNER OF THE
 GD1863'APRON.  OWNERSHIP--HENRY COUNTY, PUBLIC SQUARE, HENRY COUNTY
 GD1863'COURTHOUSE, PARIS, TN 38242, PHONE 901-642-0461, AIRPORT PHONE IS
 GD1863'901-642-7676.
 GD1863'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 54, 641 AND
 GD1863'356, AT THE COURTHOUSE IN THE CENTER OF PARIS, GO WEST ON STATE
 GD1863'HIGHWAY 54 FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 69
 GD1863'ON THE RIGHT, TURN RIGHT, NORTHWEST, ON HIGHWAY 69 FOR 5.8 KM
 GD1863'(3.6 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 GD1863'WESTERLY, ON THE ENTRANCE ROAD FOR 0.25 KM (0.16 MI) TO A ROAD ON THE
 GD1863'RIGHT, TURN RIGHT, NORTHWESTERLY, PAST THE AIRPORT OFFICE FOR 0.08 KM
 GD1863'(0.05 MI) TO A GATE, TURN RIGHT, NORTH, PASSING THRU THE GATE AND
 GD1863'ONTO THE APRON, CONTINUE NORTH ACROSS THE APRON TO ITS NORTHEAST
 GD1863'CORNER AND THE STATION ON THE RIGHT.
 GD1863'THE STATION IS LOCATED 91.1 M (298.9 FT) NORTHWEST OF THE NORTHWEST
 GD1863'CORNER OF THE AIRPORT OFFICE, 46.6 M (152.9 FT) SOUTHWEST OF THE
 GD1863'CENTER OF THE RUNWAY, 20.4 M (66.9 FT) EAST-SOUTHEAST OF AN IRON
 GD1863'GRATE OF A CATCH BASIN, 10.4 M (34.1 FT) EAST OF THE NORTHEAST CORNER
 GD1863'OF THE APRON AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 GD1863
 GD1863                          STATION RECOVERY (1991)
 GD1863
 GD1863'RECOVERED 1991
 GD1863'RECOVERED IN GOOD CONDITION.
 GD1863
 GD1863                          STATION RECOVERY (1993)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS/HENRY COUNTY AIRPORT AND NEAR THE NORTHEAST CORNER OF THE
 GD1863'APRON.  OWNERSHIP--HENRY COUNTY, PUBLIC SQUARE, HENRY COUNTY
 GD1863'COURTHOUSE, PARIS TN 38242, PHONE 901-642-0461, AIRPORT PHONE IS
 GD1863'901-642-7676.
 GD1863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54, 641 AND
 GD1863'356 AT THE COURTHOUSE IN THE CENTER OF PARIS, GO WEST ON STATE
 GD1863'HIGHWAY 54 FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 69
 GD1863'ON THE RIGHT, TURN RIGHT, NORTHWEST, ON HIGHWAY 69 FOR 5.8 KM
 GD1863'(3.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 GD1863'WESTERLY, ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO A ROAD ON THE
 GD1863'RIGHT, TURN RIGHT, NORTHWESTERLY, PAST THE AIRPORT OFFICE FOR 0.08 KM
 GD1863'(0.05 MI) TO A GATE, TURN RIGHT, NORTH, PASSING THROUGH GATE AND ONTO
 GD1863'THE APRON, CONTINUE NORTH ACROSS THE APRON TO ITS NORTHEAST CORNER
 GD1863'AND THE STATION ON THE RIGHT.
 GD1863'THE STATION IS RECESSED 5 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 GD1863'91.1 M (298.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT
 GD1863'OFFICE, 46.6 M (152.9 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 20.4
 GD1863'M (66.9 FT) EAST-SOUTHEAST OF AN IRON GRATE OF A CATCH BASIN, 10.4 M
 GD1863'(34.1 FT) EAST OF THE NORTHEAST CORNER OF THE APRON AND 0.3 M
 GD1863'(1.0 FT) EAST OF A FIBERGLASS WITNESS POST.  ACCESS TO DATUM POINT IS
 GD1863'HAD THROUGH A 5-INCH LOGO CAP WHICH PROJECTS 6 CM.
 GD1863
 GD1863                          STATION RECOVERY (1994)
 GD1863
 GD1863'RECOVERED 1994
 GD1863'RECOVERED IN GOOD CONDITION.
 GD1863
 GD1863                          STATION RECOVERY (1995)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1863'RECOVERED AS DESCRIBED.
 GD1863
 GD1863                          STATION RECOVERY (1999)
 GD1863
 GD1863'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1863'RECOVERED 1999
 GD1863'STAINLESS STEEL ROD REMAINS IN GOOD CONDITION AND UNDISTURBED.
 GD1863'THE CONCRETE AND LOGO CAP ARE RISING OUT OF THE GROUND, POSSIBLY
 GD1863'FROM FREEZING. STATION IS SUITABLE FOR GPS. THIS STATION IS
 GD1863'DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
 GD1863' 
 GD1863' 
 GD1863' 
 GD1863'
 GD1863
 GD1863                          STATION RECOVERY (2003)
 GD1863
 GD1863'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1863'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2824 ***********************************************************************
 FE2824  DESIGNATION -  GPS 15
 FE2824  PID         -  FE2824
 FE2824  STATE/COUNTY-  TN/SHELBY
 FE2824  USGS QUAD   -  COLLIERVILLE (1965)
 FE2824
 FE2824                         *CURRENT SURVEY CONTROL
 FE2824  ___________________________________________________________________
 FE2824* NAD 83(1986)-  35 01 15.     (N)    089 43 26.     (W)     SCALED    
 FE2824* NAVD 88     -        98.556  (meters)     323.35   (feet)  ADJUSTED  
 FE2824  ___________________________________________________________________
 FE2824  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2824  DYNAMIC HT  -          98.464 (meters)     323.04  (feet)  COMP
 FE2824  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE2824
 FE2824  VERT ORDER  -  FIRST     CLASS II
 FE2824
 FE2824.The horizontal coordinates were scaled from a topographic map and have
 FE2824.an estimated accuracy of +/- 6 seconds.
 FE2824
 FE2824.The orthometric height was determined by differential leveling
 FE2824.and adjusted by the National Geodetic Survey in August 1995..
 FE2824
 FE2824.The geoid height was determined by GEOID03.
 FE2824
 FE2824.The dynamic height is computed by dividing the NAVD 88
 FE2824.geopotential number by the normal gravity value computed on the
 FE2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2824.degrees latitude (g = 980.6199 gals.).
 FE2824
 FE2824.The modeled gravity was interpolated from observed gravity values.
 FE2824
 FE2824;                    North         East    Units  Estimated Accuracy
 FE2824;SPC TN       -    82,750.      260,210.      MT  (+/- 180 meters Scaled)
 FE2824
 FE2824                          SUPERSEDED SURVEY CONTROL
 FE2824
 FE2824.No superseded survey control is available for this station.
 FE2824
 FE2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD514787(NAD 83)
 FE2824_MARKER: DD = SURVEY DISK
 FE2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2824_SP_SET: CONCRETE POST
 FE2824_STAMPING: GPS 15 TDOT
 FE2824_MARK LOGO: TNDT  
 FE2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2824+STABILITY: SURFACE MOTION
 FE2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2824+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2824
 FE2824  HISTORY     - Date     Condition        Report By
 FE2824  HISTORY     - UNK      MONUMENTED       TNDT
 FE2824  HISTORY     - 19920114 GOOD             NGS
 FE2824  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2824
 FE2824                          STATION DESCRIPTION
 FE2824
 FE2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2824'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2824'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2824'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 5.3 KM (3.30 MI)
 FE2824'SOUTHWESTERLY ALONG COUNTY ROAD 175, AT THE Y-JUNCTION OF A PRIVATE
 FE2824'ROAD AND THE COUNTY ROAD, 29.5 M (96.8 FT) NORTH OF A T-JUNCTION
 FE2824'UTILITY POLE, 6.1 M (20.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 FE2824'OF THE ROAD, 0.9 M (3.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 FE2824'IS FLUSH WITH THE GROUND SURFACE.
 FE2824
 FE2824                          STATION RECOVERY (2002)
 FE2824
 FE2824'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2824'NEW ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1916 ***********************************************************************
 GD1916  SACS        -  This is a Secondary Airport Control Station.
 GD1916  DESIGNATION -  GPS 15 AZ MK
 GD1916  PID         -  GD1916
 GD1916  STATE/COUNTY-  TN/HENRY
 GD1916  USGS QUAD   -  OSAGE (1985)
 GD1916
 GD1916                         *CURRENT SURVEY CONTROL
 GD1916  ___________________________________________________________________
 GD1916* NAD 83(1995)-  36 20 33.73124(N)    088 22 56.28161(W)     ADJUSTED  
 GD1916* NAVD 88     -       172.41   (meters)     565.6    (feet)  GPS OBS   
 GD1916  ___________________________________________________________________
 GD1916  X           -     145,208.061 (meters)                     COMP
 GD1916  Y           -  -5,141,621.098 (meters)                     COMP
 GD1916  Z           -   3,758,974.553 (meters)                     COMP
 GD1916  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GD1916  ELLIP HEIGHT-         144.02  (meters)          (08/03/04) GPS OBS
 GD1916  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1916
 GD1916  HORZ ORDER  -  FIRST
 GD1916  ELLP ORDER  -  FOURTH    CLASS I
 GD1916
 GD1916.This mark is at Henry County Airport (PHT)
 GD1916
 GD1916.The horizontal coordinates were established by GPS observations
 GD1916.and adjusted by the National Geodetic Survey in February 2001..
 GD1916
 GD1916.The orthometric height was determined by GPS observations and a
 GD1916.high-resolution geoid model.
 GD1916
 GD1916.GPS derived orthometric heights for airport stations designated as
 GD1916.PACS or SACS are published to 2 decimal places.  This maintains
 GD1916.centimeter relative accuracy between the PACS and SACS.  It does
 GD1916.not indicate centimeter accuracy relative to other marks which are
 GD1916.part of the NAVD 88 network.
 GD1916
 GD1916.Photographs are available for this station.
 GD1916
 GD1916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1916
 GD1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1916
 GD1916.The ellipsoidal height was determined by GPS observations
 GD1916.and is referenced to NAD 83.
 GD1916
 GD1916.The geoid height was determined by GEOID03.
 GD1916
 GD1916;                    North         East     Units Scale Factor Converg.
 GD1916;SPC TN       -   225,544.056   386,159.936   MT  0.99998772   -1 23 40.9
 GD1916;SPC TN       -   739,972.46  1,266,926.39   sFT  0.99998772   -1 23 40.9
 GD1916;UTM  16      - 4,022,847.183   375,954.184   MT  0.99978959   -0 49 09.4
 GD1916
 GD1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1916!SPC TN       -   0.99997740  x   0.99998772  =   0.99996512
 GD1916!UTM  16      -   0.99997740  x   0.99978959  =   0.99976699
 GD1916
 GD1916|---------------------------------------------------------------------|
 GD1916| PID    Reference Object                     Distance      Geod. Az  |
 GD1916|                                                           dddmmss.s |
 GD1916| GD1863 GPS 15                              334.663 METERS 11113     |
 GD1916|---------------------------------------------------------------------|
 GD1916
 GD1916                          SUPERSEDED SURVEY CONTROL
 GD1916
 GD1916  ELLIP H (02/20/01)  144.08   (m)                       GP(       ) 2 1
 GD1916  NAD 83(1995)-  36 20 33.73119(N)    088 22 56.28170(W) AD(       ) 3
 GD1916  ELLIP H (04/12/99)  144.11   (m)                       GP(       ) 4 1
 GD1916  NAD 83(1995)-  36 20 33.73119(N)    088 22 56.28170(W) AD(       ) 3
 GD1916  NAD 83(1995)-  36 20 33.73198(N)    088 22 56.28430(W) AD(       ) 3
 GD1916  NGVD 29 (09/17/90)  172.5    (m)          566.     (f) GPS OBS        
 GD1916
 GD1916.Superseded values are not recommended for survey control.
 GD1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1916.See file dsdata.txt to determine how the superseded data were derived.
 GD1916
 GD1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7595422847(NAD 83)
 GD1916_MARKER: I = METAL ROD
 GD1916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1916_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1916_STAMPING: GPS 15 AZ MK 1987
 GD1916_MARK LOGO: NGS   
 GD1916_PROJECTION: FLUSH
 GD1916_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD1916+STABILITY: POSITION/ELEVATION WELL
 GD1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1916+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1916_ROD/PIPE-DEPTH: 18.2 meters
 GD1916_SLEEVE-DEPTH  : 1.00 meters
 GD1916
 GD1916  HISTORY     - Date     Condition        Report By
 GD1916  HISTORY     - 1987     MONUMENTED       NGS
 GD1916  HISTORY     - 19890621 GOOD             NGS
 GD1916  HISTORY     - 19890725 GOOD
 GD1916  HISTORY     - 1999     GOOD             LOWE
 GD1916  HISTORY     - 20031010 GOOD             TNDT
 GD1916
 GD1916                          STATION DESCRIPTION
 GD1916
 GD1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1916'0.80 MILE WEST ALONG STATE HIGHWAY 54 FROM THE COURTHOUSE IN PARIS
 GD1916'TO THE JUNCTION OF STATE HIGHWAY 69, THENCE 3.6 MILES NORTH AND
 GD1916'NORTHWEST ALONG STATE HIGHWAY 69 TO THE JUNCTION OF AIRPORT ENTRANCE
 GD1916'DRIVE, THENCE 0.20 MILE WEST ALONG AIRPORT ENTRANCE DRIVE TO THE OFFIC
 GD1916'OF HENRY COUNTY AIRPORT, THENCE 0.25 MILE WESTERLY ALONG TAXIWAY TO
 GD1916'THE JUNCTION OF RUNWAY, CROSS RUNWAY, THENCE 0.10 MILE NORTHEAST ALONG
 GD1916'RUNWAY TO END OF RUNWAY AND MARK, A 3-D MARK, A STAINLESS STEEL ROD
 GD1916'DRIVEN 600 FEET TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 GD1916'WEST OF WEST EDGE OF EXTENDED RUNWAY, 270.0 FEET SOUTHWEST OF THE
 GD1916'WESTERLY ONE OF SIX ORANGE APPROACH LIGHTS, 49.2 FEET NORTHWEST OF
 GD1916'THE FOURTH ONE OF THE MOST WESTERLY RUNLIGHT, 26.3 FEET EAST OF A 2
 GD1916'FOOT HIGH STEEL PIPE IN A CONCRETE BASE, AND 1.5 FEET SOUTHEAST OF A
 GD1916'FIBERGLASS WITNESS POST.
 GD1916
 GD1916                          STATION RECOVERY (1989)
 GD1916
 GD1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1916'THE STATION IS LOCATED AT THE NORTH END OF RUNWAY 20 ON THE WEST SIDE
 GD1916'OF THE FIELD.  THE STATION IS LOCATED 63.6 FEET (19.4 M) NORTH FROM
 GD1916'THE NORTHWEST CORNER OF RUNWAY END 20, 49.2 FEET (15.0 M) NORTH FROM
 GD1916'THE NORTHWEST THRESHOLD LIGHT AT RUNWAY 20, 26.2 FEET (8.0 M)
 GD1916'NORTHEAST FROM THE CENTER OF THE OLD CONCRETE REIL BASE, AND 2.0 FEET
 GD1916'(0.6 M) SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE STATION IS A
 GD1916'PUNCH HOLE IN A STAINLESS STEEL ROD UNDER A LOGO CAP STAMPED, GPS 15
 GD1916'AZ MK 1987, SET FLUSH WITH THE GROUND.
 GD1916
 GD1916                          STATION RECOVERY (1989)
 GD1916
 GD1916'RECOVERED 1989
 GD1916'RECOVERED IN GOOD CONDITION.
 GD1916
 GD1916                          STATION RECOVERY (1999)
 GD1916
 GD1916'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1916'RECOVERED 1999
 GD1916'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1916'SECONDARY AIRPORT CONTROL STATION.
 GD1916' 
 GD1916' 
 GD1916'
 GD1916
 GD1916                          STATION RECOVERY (2003)
 GD1916
 GD1916'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1916'THIS AZIMUTH MARK IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF PARIS,
 GD1916'AT THE PARIS/HENRY COUNTY AIRPORT.  OWNERSHIP-AIRPORT MANAGER IS
 GD1916'RICHARD BATTLES, OFFICE TELEPHONE (901) 642-7676, HOME TELEPHONE (901)
 GD1916'642-7791.  NIGHT ACCESS SHOULD BE CLEARED WITH MR BATTLES.  PROPERTY
 GD1916'IS NOT USUALLY LOCKED.
 GD1916' 
 GD1916'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN PARIS GO WESTERLY FOR
 GD1916'1.3 KM (0.8 MI) ON STATE ROUTE 54 AND STATE ROUTE 69 TO A FORK WHERE
 GD1916'STATE ROUTE 69 BEARS RIGHT AND LEAVES STATE ROUTE 54.  BEAR RIGHT AND
 GD1916'GO NORTH AND NORTHWEST FOR 5.8 KM (3.6 MI) ON STATE ROUTE 69 TO THE
 GD1916'PARIS/HENRY COUNTY AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND
 GD1916'GO WEST FOR 0.3 KM (0.2 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 GD1916'AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE AND GO 0.4 KM (0.25
 GD1916'MI) WESTERLY ALONG A TAXIWAY TO THE JUNCTION OF THE RUNWAY.  TURN
 GD1916'RIGHT AND GO 0.16 KM (0.1 MI) NORTHEAST ALONG THE RUNWAY TO ITS END
 GD1916'AND THE MARK ON THE LEFT.
 GD1916' 
 GD1916'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 18.3 M
 GD1916'(60 FT).  THE LOGO CAP IS STAMPED--GPS 15 AZ MK 1987--, AND 0.1 M
 GD1916'(0.17 FT) BELOW GROUND WITH A RAILROAD SPIKE SET IN THE CONCRETE.
 GD1916'LOCATED 15.5 M (51 FT) NORTHWEST OF THE WEST EDGE OF THE RUNWAY
 GD1916'EXTENDED, OR JUST NORTH OF THE NEWER RUNWAY THAT RUNS NORTH-SOUTH,
 GD1916'80.8 M (265 FT) SOUTHWEST OF THE WESTERLY MOST OF SIX ORANGE APPROACH
 GD1916'LIGHTS, 12.0 M (39.4 FT) NORTHWEST OF THE MOST WESTERLY OF EIGHT
 GD1916'RUNWAY END LIGHTS, 8.8 M (28.9 FT) EAST OF A 75 MM (3 IN) STEEL PIPE
 GD1916'IN A CONCRETE BASE, AND 0.5 M (1.5 FT) SOUTHWEST OF A FIBERGLASS
 GD1916'WITNESS POST.
 GD1916' 
 GD1916'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GD1916'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1864 ***********************************************************************
 GD1864  CBN         -  This is a Cooperative Base Network Control Station.
 GD1864  DESIGNATION -  GPS 16
 GD1864  PID         -  GD1864
 GD1864  STATE/COUNTY-  TN/WEAKLEY
 GD1864  USGS QUAD   -  MARTIN (1983)
 GD1864
 GD1864                         *CURRENT SURVEY CONTROL
 GD1864  ___________________________________________________________________
 GD1864* NAD 83(1995)-  36 18 40.14105(N)    088 46 14.11174(W)     ADJUSTED  
 GD1864* NAVD 88     -       123.81   (meters)     406.2    (feet)  N HEIGHT  
 GD1864  ___________________________________________________________________
 GD1864  X           -     110,404.552 (meters)                     COMP
 GD1864  Y           -  -5,144,521.753 (meters)                     COMP
 GD1864  Z           -   3,756,125.018 (meters)                     COMP
 GD1864  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GD1864  ELLIP HEIGHT-          95.59  (meters)          (08/03/04) GPS OBS
 GD1864  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1864  DYNAMIC HT  -         123.71  (meters)     405.9   (feet)  COMP
 GD1864  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GD1864
 GD1864  HORZ ORDER  -  B
 GD1864  VERT ORDER  -  THIRD
 GD1864  ELLP ORDER  -  FOURTH    CLASS I
 GD1864
 GD1864.The horizontal coordinates were established by GPS observations
 GD1864.and adjusted by the National Geodetic Survey in December 1995..
 GD1864
 GD1864.The orthometric height was determined by differential leveling
 GD1864.and adjusted by the National Geodetic Survey in August 1996..
 GD1864.The height was determined by precise leveling from only one NSRS
 GD1864.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GD1864.allowed ONLY to validate the GPS-derived height.
 GD1864
 GD1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1864
 GD1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1864
 GD1864.The ellipsoidal height was determined by GPS observations
 GD1864.and is referenced to NAD 83.
 GD1864
 GD1864.The geoid height was determined by GEOID03.
 GD1864
 GD1864.The dynamic height is computed by dividing the NAVD 88
 GD1864.geopotential number by the normal gravity value computed on the
 GD1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1864.degrees latitude (g = 980.6199 gals.).
 GD1864
 GD1864.The modeled gravity was interpolated from observed gravity values.
 GD1864
 GD1864;                    North         East     Units Scale Factor Converg.
 GD1864;SPC TN       -   222,961.771   351,216.147   MT  0.99998299   -1 37 19.2
 GD1864;SPC TN       -   731,500.41  1,152,281.64   sFT  0.99998299   -1 37 19.2
 GD1864;UTM  16      - 4,019,915.159   341,042.833   MT  0.99991132   -1 02 55.3
 GD1864
 GD1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1864!SPC TN       -   0.99998500  x   0.99998299  =   0.99996799
 GD1864!UTM  16      -   0.99998500  x   0.99991132  =   0.99989632
 GD1864
 GD1864                          SUPERSEDED SURVEY CONTROL
 GD1864
 GD1864  ELLIP H (12/14/95)   95.61   (m)                       GP(       ) 1 2
 GD1864  NAD 83(1995)-  36 18 40.14104(N)    088 46 14.11367(W) AD(       ) B
 GD1864  ELLIP H (09/07/90)   95.64   (m)                       GP(       ) 4 1
 GD1864  NAVD 88 (12/14/95)  123.81   (m)          406.2    (f) LEVELING    3  
 GD1864  NGVD 29 (??/??/??)  123.83   (m)          406.3    (f) N HEIGHT    3  
 GD1864
 GD1864.Superseded values are not recommended for survey control.
 GD1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1864.See file dsdata.txt to determine how the superseded data were derived.
 GD1864
 GD1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4104319915(NAD 83)
 GD1864_MARKER: I = METAL ROD
 GD1864_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1864_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1864_STAMPING: GPS 16 1987
 GD1864_MARK LOGO: NGS   
 GD1864_PROJECTION: FLUSH
 GD1864_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GD1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1864+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1864_ROD/PIPE-DEPTH: 5.50 meters
 GD1864_SLEEVE-DEPTH  : 0.90 meters
 GD1864
 GD1864  HISTORY     - Date     Condition        Report By
 GD1864  HISTORY     - 1987     MONUMENTED       NGS
 GD1864  HISTORY     - 19890425 GOOD
 GD1864  HISTORY     - 19950619 GOOD             NGS
 GD1864  HISTORY     - 20031010 GOOD             TNDT
 GD1864
 GD1864                          STATION DESCRIPTION
 GD1864
 GD1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1864'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF DRESDEN,
 GD1864'8.0 KM (5 MI) SOUTHEAST OF MARTIN, ON THE SOUTHWEST RIGHT-OF-WAY OF
 GD1864'STATE ROUTE 22.
 GD1864'OWNERSHIP--STATE RIGHT-OF-WAY.
 GD1864'
 GD1864'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN GO
 GD1864'EAST FOR 4.8 KM (3.0 MI) ON STATE ROUTE 22 TO AN OVERPASS BRIDGE.
 GD1864'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 GD1864'3.2 KM (2.0 MI) ON STATE ROUTE 22 TO A CROSSROAD NEAR ADAMS CHAPEL
 GD1864'AND THE STATION 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION ON THE
 GD1864'RIGHT.
 GD1864'
 GD1864'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.5 METERS
 GD1864'(18 FT).  THE LOGO CAP IS STAMPED---GPS 16 1987---, AND A STEEL
 GD1864'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 12.0 METERS (39.5 FT)
 GD1864'SOUTHWEST FROM THE SOUTHWEST EDGE OF THE PAVEMENT, 64.9 METERS (213
 GD1864'FT) NORTHWEST FROM A MILE MARKER NUMBERED 17, 9.8 METERS (32 FT)
 GD1864'NORTHWEST FROM THE CENTER OF A FIELD ENTRANCE ROAD, 4.9 METERS (16
 GD1864'FT) WEST FROM THE NORTHWEST END OF A CONCRETE DRAIN INLET, 0.4
 GD1864'METERS (1.2 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 GD1864
 GD1864                          STATION RECOVERY (1989)
 GD1864
 GD1864'RECOVERED 1989
 GD1864'RECOVERED IN GOOD CONDITION.
 GD1864
 GD1864                          STATION RECOVERY (1995)
 GD1864
 GD1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1864'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHWEST OF DRESDEN,
 GD1864'8.0 KM (4.95 MI) SOUTHEAST OF MARTIN, ON THE SOUTHWEST RIGHT-OF-WAY OF
 GD1864'STATE ROUTE 22.  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.
 GD1864'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN, GO NORTHERLY FOR
 GD1864'0.08 KM (0.05 MI) ON STATE ROUTE 431 (CENTRAL ST) TO THE JUNCTION OF
 GD1864'MAIN ST.  TURN RIGHT ACROSS RAILROAD TRACKS AND GO EASTERLY FOR 4.6 KM
 GD1864'(2.85 MI) ON STATE ROUTE 431 (MAIN ST) TO AN OVERPASS BRIDGE AND THE
 GD1864'JUNCTION OF STATE ROUTE 22.  CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST
 GD1864'FOR 3.2 KM (2.00 MI) ON STATE ROUTE 22 TO A CROSSROAD NEAR ADAMS
 GD1864'CHAPEL AND THE STATION 0.2 KM (0.10 MI) SOUTHEAST OF THE JUNCTION ON
 GD1864'THE RIGHT.  LOCATED 12.0 M (39.4 FT) SOUTHWEST FROM THE SOUTHWEST EDGE
 GD1864'OF PAVEMENT, 64.9 M (212.9 FT) NORTHWEST FROM MILE MARKER 17, 9.8 M
 GD1864'(32.2 FT) NORTHWEST FROM THE CENTER OF A FIELD ENTRANCE ROAD, 8.8 M
 GD1864'(28.9 FT) NORTH-NORTHWEST FROM AN UNDERGROUND OPTICAL CABLE WARNING
 GD1864'POST, 4.9 M (16.1 FT) WEST FROM THE NORTHWEST END OF A CONCRETE DRAIN
 GD1864'INLET AND 0.4 M (1.3 FT) NORTHEAST FROM A WITNESS POST.  A STEEL SPIKE
 GD1864'IS SET IN THE CONCRETE.
 GD1864
 GD1864                          STATION RECOVERY (2003)
 GD1864
 GD1864'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1864'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1865 ***********************************************************************
 GD1865  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1865  FBN         -  This is a Federal Base Network Control Station.
 GD1865  DESIGNATION -  GPS 17
 GD1865  PID         -  GD1865
 GD1865  STATE/COUNTY-  TN/OBION
 GD1865  USGS QUAD   -  OBION (1983)
 GD1865
 GD1865                         *CURRENT SURVEY CONTROL
 GD1865  ___________________________________________________________________
 GD1865* NAD 83(1995)-  36 17 00.92963(N)    089 12 15.25180(W)     ADJUSTED  
 GD1865* NAVD 88     -        94.63   (meters)     310.5    (feet)  GPS OBS   
 GD1865  ___________________________________________________________________
 GD1865  X           -      71,489.643 (meters)                     COMP
 GD1865  Y           -  -5,146,996.603 (meters)                     COMP
 GD1865  Z           -   3,753,643.050 (meters)                     COMP
 GD1865  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GD1865  ELLIP HEIGHT-          66.38  (meters)          (08/03/04) GPS OBS
 GD1865  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1865
 GD1865  HORZ ORDER  -  B
 GD1865  VERT ORDER  -  THIRD (See Below)
 GD1865  ELLP ORDER  -  FOURTH    CLASS I
 GD1865
 GD1865.The horizontal coordinates were established by GPS observations
 GD1865.and adjusted by the National Geodetic Survey in September 2003..
 GD1865
 GD1865.The orthometric height was determined by GPS observations and a
 GD1865.high-resolution geoid model using precise GPS observation and
 GD1865.processing techniques. It supersedes the leveled height previously
 GD1865.determined for this station.
 GD1865.WARNING-GPS observations at this control monument resulted in a GPS
 GD1865.derived orthometric height which differed from the leveled height by
 GD1865.more than one decimeter (0.1 meter).
 GD1865.The vertical order pertains to the first NAVD 88 superseded value.
 GD1865
 GD1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1865
 GD1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1865
 GD1865.The ellipsoidal height was determined by GPS observations
 GD1865.and is referenced to NAD 83.
 GD1865
 GD1865.The geoid height was determined by GEOID03.
 GD1865
 GD1865;                    North         East     Units Scale Factor Converg.
 GD1865;SPC TN       -   221,094.024   312,189.567   MT  0.99997910   -1 52 33.2
 GD1865;SPC TN       -   725,372.64  1,024,241.94   sFT  0.99997910   -1 52 33.2
 GD1865;UTM  16      - 4,017,657.770   302,036.345   MT  1.00008288   -1 18 17.5
 GD1865
 GD1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1865!SPC TN       -   0.99998958  x   0.99997910  =   0.99996868
 GD1865!UTM  16      -   0.99998958  x   1.00008288  =   1.00007246
 GD1865
 GD1865                          SUPERSEDED SURVEY CONTROL
 GD1865
 GD1865  ELLIP H (09/08/03)   66.34   (m)                       GP(       ) 4 1
 GD1865  NAD 83(1995)-  36 17 00.92962(N)    089 12 15.25245(W) AD(       ) B
 GD1865  ELLIP H (09/07/94)   66.42   (m)                       GP(       ) 4 1
 GD1865  NAD 83(1995)-  36 17 00.92920(N)    089 12 15.25345(W) AD(       ) B
 GD1865  ELLIP H (09/07/90)   66.40   (m)                       GP(       ) 4 1
 GD1865  NAVD 88 (02/01/05)   94.67   (m)          310.6    (f) LEVELING    3  
 GD1865  NGVD 29 (??/??/??)   94.38   (m)          309.6    (f) N HEIGHT    3  
 GD1865
 GD1865.Superseded values are not recommended for survey control.
 GD1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1865.See file dsdata.txt to determine how the superseded data were derived.
 GD1865
 GD1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0203617658(NAD 83)
 GD1865_MARKER: I = METAL ROD
 GD1865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1865_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1865_STAMPING: GPS 17 1987
 GD1865_MARK LOGO: NGS   
 GD1865_PROJECTION: FLUSH
 GD1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1865+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1865_ROD/PIPE-DEPTH: 11.6 meters
 GD1865_SLEEVE-DEPTH  : 0.90 meters
 GD1865
 GD1865  HISTORY     - Date     Condition        Report By
 GD1865  HISTORY     - 19870101 MONUMENTED       NGS
 GD1865  HISTORY     - 1987     GOOD             NGS
 GD1865  HISTORY     - 19890428 GOOD
 GD1865  HISTORY     - 19910312 GOOD             NGS
 GD1865  HISTORY     - 19931115 GOOD             NGS
 GD1865  HISTORY     - 19940307 GOOD
 GD1865  HISTORY     - 19950620 GOOD             NGS
 GD1865  HISTORY     - 19970306 GOOD             NGS
 GD1865  HISTORY     - 20010510 GOOD             NGS
 GD1865  HISTORY     - 20020506 GOOD             EMCINC
 GD1865  HISTORY     - 20031010 GOOD             TNDT
 GD1865
 GD1865                          STATION DESCRIPTION
 GD1865
 GD1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1865'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 GD1865'SOUTHWEST OF UNION CITY,
 GD1865'3.2 KM (2 MI) NORTHWEST OF OBION, AND ON THE EAST RIGHT-OF-WAY OF
 GD1865'U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE 155).
 GD1865'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GD1865'
 GD1865'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 183 AND U.S.
 GD1865'HIGHWAY 51 JUST WEST OF OBION GO NORTH FOR 2.4 KM (1.5 MI) ON U.S.
 GD1865'HIGHWAY 51 TO AN OVERPASS BRIDGE.
 GD1865'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.3 KM (0.2 MI) ON U.S.
 GD1865'HIGHWAY 51 TO THE STATION ON THE RIGHT.
 GD1865'
 GD1865'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.6
 GD1865'METERS (38 FT).  THE LOGO CAP IS STAMPED---GPS 17 1987---, AND A
 GD1865'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 21.3 METERS (70
 GD1865'FT) EAST-SOUTHEAST FROM THE EDGE OF THE PAVEMENT, AND 0.3 METERS (1
 GD1865'FT) ABOVE SAME, 1.8 METERS (6 FT) WEST-SOUTHWEST FROM A FIBERGLASS
 GD1865'WITNESS POST AT THE EAST RIGHT-OF-WAY FENCE, 48.8 METERS (160 FT)
 GD1865'NORTHEAST FROM THE CENTER OF A CONCRETE CULVERT HEADWALL.
 GD1865
 GD1865                          STATION RECOVERY (1987)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (1989)
 GD1865
 GD1865'RECOVERED 1989
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (1991)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1865'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF OBION, AND
 GD1865'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE
 GD1865'HIGHWAY 155).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, 505
 GD1865'DEADERICK STREET, NASHVILLE, TN 37219, PHONE 901-627-2503.
 GD1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 GD1865'HIGHWAY 183, ABOUT 1.6 KM (1.00 MI) WEST OF OBION, GO NORTHEAST ON
 GD1865'U.S. HIGHWAY 51 FOR 2.4 KM (1.50 MI) TO A HIGHWAY OVERPASS.  CONTINUE
 GD1865'NORTHEAST ON U.S. HIGHWAY 51 FOR 0.3 KM (0.20 MI) TO THE STATION ON
 GD1865'THE RIGHT.
 GD1865'THE STATION IS LOCATED 48.8 M (160.1 FT) NORTHEAST FROM THE CENTER OF
 GD1865'A CONCRETE CULVERT, 21.3 M (69.9 FT) SOUTHEAST FROM THE SOUTHEAST
 GD1865'EDGE OF THE PAVEMENT OF THE NORTHEAST BOUND LANES OF U.S. HIGHWAY 51
 GD1865'AND 1.8 M (5.9 FT) WEST FROM A WITNESS POST.  NOTE--ACCESS TO DATUM
 GD1865'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1865'DESCRIBED BY E.J. HANSMANN
 GD1865
 GD1865                          STATION RECOVERY (1993)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD1865'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF OBION, AND
 GD1865'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE
 GD1865'HIGHWAY 155).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, 505
 GD1865'DEADERICK STREET, NASHVILLE, TN 37219, PHONE 901-627-2503.
 GD1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 GD1865'HIGHWAY 183, ABOUT 1.6 KM (1.00 MI) WEST OF OBION, GO NORTHEAST ON
 GD1865'U.S. HIGHWAY 51 FOR 2.4 KM (1.50 MI) TO A HIGHWAY OVERPASS, CONTINUE
 GD1865'NORTHEAST ON U.S. HIGHWAY 51 FOR 0.3 KM (0.20 MI) TO THE STATION ON
 GD1865'THE RIGHT.
 GD1865'THE STATION IS LOCATED 48.8 M (160.1 FT) NORTHEAST FROM THE CENTER OF
 GD1865'A CONCRETE CULVERT, 21.3 M (69.9 FT) SOUTHEAST FROM THE SOUTHEAST
 GD1865'EDGE OF THE PAVEMENT OF THE NORTHEASTBOUND LANES OF U.S. HIGHWAY 51
 GD1865'AND 1.8 M (5.9 FT) WEST FROM A WITNESS POST.  NOTE--ACCESS TO DATUM
 GD1865'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1865'DESCRIBED BY E.J. HANSMANN
 GD1865
 GD1865                          STATION RECOVERY (1994)
 GD1865
 GD1865'RECOVERED 1994
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (1995)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1865'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF UNION
 GD1865'CITY, 3.2 KM (2.00 MI) NORTHWEST OF OBION, ON THE EAST RIGHT-OF-WAY OF
 GD1865'U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE HIGHWAY 155).
 GD1865'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 GD1865'JUNCTION OF STATE ROUTE 183 AND U.S. HIGHWAY 51 JUST WEST OF OBION, GO
 GD1865'NORTH FOR 2.4 KM (1.50 MI) ON HIGHWAY 51 TO AN OVERPASS BRIDGE.
 GD1865'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.3 KM (0.20 MI) ON HIGHWAY
 GD1865'51 TO STATION ON THE RIGHT.  LOCATED 48.8 M (160.1 FT) NORTHEAST FROM
 GD1865'THE CENTER OF A CONCRETE CULVERT HEADWALL, 23.3 M (76.4 FT)
 GD1865'EAST-SOUTHEAST FROM THE EDGE OF THE PAVEMENT, 1.8 M (5.9 FT)
 GD1865'WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST AT THE EAST RIGHT-OF-WAY
 GD1865'FENCE AND 0.3 M (1.0 FT) ABOVE THE HIGHWAY.  A STEEL SPIKE IS EMBEDDED
 GD1865'IN THE CONCRETE.
 GD1865
 GD1865                          STATION RECOVERY (1997)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1865'RECOVERED AS DESCRIBED.  R.G.  HAYES NOTE--THIS STATION IS A NEW
 GD1865'MADRID FAULT SEISMIC ZONE STATION.
 GD1865
 GD1865                          STATION RECOVERY (2001)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DAC)
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (2002)
 GD1865
 GD1865'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 GD1865'FOUND AS DESCRIBED.
 GD1865'
 GD1865
 GD1865                          STATION RECOVERY (2003)
 GD1865
 GD1865'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1865'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3640 ***********************************************************************
 GA3640  CBN         -  This is a Cooperative Base Network Control Station.
 GA3640  PACS        -  This is a Primary Airport Control Station.
 GA3640  DESIGNATION -  GPS 18
 GA3640  PID         -  GA3640
 GA3640  STATE/COUNTY-  TN/GREENE
 GA3640  USGS QUAD   -  GREENEVILLE (1961)
 GA3640
 GA3640                         *CURRENT SURVEY CONTROL
 GA3640  ___________________________________________________________________
 GA3640* NAD 83(1995)-  36 11 36.69841(N)    082 48 47.61259(W)     ADJUSTED  
 GA3640* NAVD 88     -       488.50   (meters)    1602.7    (feet)  N HEIGHT  
 GA3640  ___________________________________________________________________
 GA3640  X           -     644,751.650 (meters)                     COMP
 GA3640  Y           -  -5,113,226.690 (meters)                     COMP
 GA3640  Z           -   3,745,813.062 (meters)                     COMP
 GA3640  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GA3640  ELLIP HEIGHT-         457.14  (meters)          (08/03/04) GPS OBS
 GA3640  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3640  DYNAMIC HT  -         488.04  (meters)    1601.2   (feet)  COMP
 GA3640  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 GA3640
 GA3640  HORZ ORDER  -  B
 GA3640  VERT ORDER  -  THIRD
 GA3640  ELLP ORDER  -  FOURTH    CLASS I
 GA3640
 GA3640.This mark is at Greeneville Airport (GCY)
 GA3640
 GA3640.The horizontal coordinates were established by GPS observations
 GA3640.and adjusted by the National Geodetic Survey in December 1995..
 GA3640
 GA3640.The orthometric height was determined by differential leveling
 GA3640.and adjusted by the National Geodetic Survey in August 1996..
 GA3640.The height was determined by precise leveling from only one NSRS
 GA3640.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GA3640.allowed ONLY to validate the GPS-derived height.
 GA3640
 GA3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3640
 GA3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3640
 GA3640.The ellipsoidal height was determined by GPS observations
 GA3640.and is referenced to NAD 83.
 GA3640
 GA3640.The geoid height was determined by GEOID03.
 GA3640
 GA3640.The dynamic height is computed by dividing the NAVD 88
 GA3640.geopotential number by the normal gravity value computed on the
 GA3640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3640.degrees latitude (g = 980.6199 gals.).
 GA3640
 GA3640.The modeled gravity was interpolated from observed gravity values.
 GA3640
 GA3640;                    North         East     Units Scale Factor Converg.
 GA3640;SPC TN       -   211,054.539   886,567.843   MT  0.99996802   +1 51 56.4
 GA3640;SPC TN       -   692,434.77  2,908,681.33   sFT  0.99996802   +1 51 56.4
 GA3640;UTM  17      - 4,006,937.446   336,970.183   MT  0.99992749   -1 04 15.5
 GA3640
 GA3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3640!SPC TN       -   0.99992826  x   0.99996802  =   0.99989628
 GA3640!UTM  17      -   0.99992826  x   0.99992749  =   0.99985575
 GA3640
 GA3640|---------------------------------------------------------------------|
 GA3640| PID    Reference Object                     Distance      Geod. Az  |
 GA3640|                                                           dddmmss.s |
 GA3640| GA3654 GPS 18 AZ MK                        376.196 METERS 23350     |
 GA3640|---------------------------------------------------------------------|
 GA3640
 GA3640                          SUPERSEDED SURVEY CONTROL
 GA3640
 GA3640  NAD 83(1986)-  36 11 36.70552(N)    082 48 47.61550(W) AD(       ) 1
 GA3640  ELLIP H (12/14/95)  457.17   (m)                       GP(       ) 1 2
 GA3640  NAD 83(1995)-  36 11 36.70140(N)    082 48 47.61931(W) AD(       ) B
 GA3640  ELLIP H (09/07/90)  456.97   (m)                       GP(       ) 4 1
 GA3640  NAD 27      -  36 11 36.34103(N)    082 48 48.06898(W) AD(       ) 3
 GA3640  NAVD 88 (08/03/04)  488.50   (m)         1602.7    (f) LEVELING    3  
 GA3640  NAVD 88 (12/14/95)  488.50   (m)         1602.7    (f) LEVELING    3  
 GA3640  NGVD 29 (??/??/??)  488.63   (m)         1603.1    (f) N HEIGHT    3  
 GA3640
 GA3640.Superseded values are not recommended for survey control.
 GA3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3640.See file dsdata.txt to determine how the superseded data were derived.
 GA3640
 GA3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3697006937(NAD 83)
 GA3640_MARKER: I = METAL ROD
 GA3640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3640_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3640_STAMPING: GPS 18 1987
 GA3640_MARK LOGO: NGS   
 GA3640_PROJECTION: FLUSH
 GA3640_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3640+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3640_ROD/PIPE-DEPTH: 9.40 meters
 GA3640_SLEEVE-DEPTH  : 0.90 meters
 GA3640
 GA3640  HISTORY     - Date     Condition        Report By
 GA3640  HISTORY     - 1987     MONUMENTED       NGS
 GA3640  HISTORY     - 19881221 GOOD
 GA3640  HISTORY     - 19890613 GOOD             NGS
 GA3640  HISTORY     - 19950330 GOOD             NGS
 GA3640  HISTORY     - 19950607 GOOD             NGS
 GA3640  HISTORY     - 20011214 GOOD             NGS
 GA3640  HISTORY     - 20031010 GOOD             TNDT
 GA3640
 GA3640                          STATION DESCRIPTION
 GA3640
 GA3640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3640'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 GA3640'NORTH OF GREENVILLE, AT THE GREENEVILLE MUNICIPAL AIRPORT.
 GA3640'OWNERSHIP--AIRPORT MANAGER IS FRANK SCOTT, TELEPHONE (615)639-0225.
 GA3640'
 GA3640'THE STATION IS LOCATED ON THE GREENEVILLE MUNICIPAL AIRPORT, ABOUT
 GA3640'0.2 (0.1 MI) NORTH-NORTHWEST FROM THE AIRPORT OFFICE, BETWEEN AN
 GA3640'AIRCRAFT PARKING AREA AND THE RUNWAY.
 GA3640'
 GA3640'THE STATION IS A 3-D MARK WITH STAINLESS STEEL MARK DRIVEN 9.4
 GA3640'METERS (31 FT).  THE LOGO CAP IS STAMPED---GPS 18 1987---, AND A
 GA3640'STEEL SPIKE IS SET IN THE CONCRETE.  LOCATED 72.2 METERS (237 FT)
 GA3640'WEST FROM THE TAXIWAY CENTERLINE, 67.1 METERS (220 FT) SOUTHEAST
 GA3640'FROM THE RUNWAY CENTERLINE, AND 0.9 METERS (3 FT) BELOW SAME, 22.6
 GA3640'METERS (74 FT) NORTH FROM A WIND VANE, 20.0 METERS (65.5 FT) NORTH
 GA3640'FROM A WIND SOCK, 20.1 METERS (66 FT) NORTHWEST FROM THE NORTHWEST
 GA3640'EDGE OF THE PAVED PARKING AREA, 0.3 METERS (1 FT) SOUTHEAST FROM A
 GA3640'FIBERGLASS WITNESS POST.
 GA3640
 GA3640                          STATION RECOVERY (1988)
 GA3640
 GA3640'RECOVERED 1988
 GA3640'RECOVERED IN GOOD CONDITION.
 GA3640
 GA3640                          STATION RECOVERY (1989)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3640'THE STATION IS LOCATED MIDFIELD AT GREENEVILLE MUNICIPAL AIRPORT.  THE
 GA3640'STATION IS 219.9 FEET (67.0 M) SOUTHEAST OF THE RUNWAY CENTERLINE,
 GA3640'66.1 FEET (20.1 M) NORTHWEST OF THE NORTHWEST EDGE OF RAMP, 65.5 FEET
 GA3640'(20.0 M) NORTHWEST OF THE MIDFIELD WINDSOCK,74.4 FEET NORTH OF A WIND
 GA3640'VANE, AND 313.4 FEET (95.5 M) NORTHEAST OF THE NORTHWEST CORNER OF
 GA3640'RAMP.  THE STATION IS A STAINLESS STEEL ROD ENCASED IN A STANDARD NGS
 GA3640'FLANGE COVER AND SET 0.1 FOOT (3.0 CM) BENEATH GROUND.  THE COVER IS
 GA3640'STAMPED GPS18 1987.
 GA3640
 GA3640                          STATION RECOVERY (1995)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3640'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF GREENVILLE, AT
 GA3640'THE GREENVILLE MUNICIPAL AIRPORT.  OWNERSHIP--GREENVILLE AVIATION
 GA3640'SERVICES.  AIRPORT MANAGER IS PAM SMEAD, PHONE 615-639-6275.  THE
 GA3640'STATION IS LOCATED ON THE GREENVILLE MUNICIPAL AIRPORT, ABOUT 0.2 MI
 GA3640'(0.3 KM) NORTH-NORTHWEST FROM THE AIRPORT OFFICE, BETWEEN AN AIRCRAFT
 GA3640'PARKING AREA AND THE RUNWAY.  LOCATED 72.2 M (236.9 FT) WEST FROM THE
 GA3640'CENTERLINE OF TAXI, 67.1 M (220.1 FT) SOUTHEAST FROM THE RUNWAY
 GA3640'CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE RUNWAY, 22.6 M (74.1
 GA3640'FT) NORTH FROM A WIND VANE, 20.0 M (65.6 FT) NORTH FROM A WIND SOCK,
 GA3640'20.1 M (65.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE PAVED
 GA3640'PARKING AREA, 0.3 M (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3640
 GA3640                          STATION RECOVERY (1995)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3640'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF GREENEVILLE, AT
 GA3640'THE GREENEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS PAM
 GA3640'SMEAD, GREENVILLE AVIATION SERVICES, PHONE 615-639-6275.  THE STATION
 GA3640'IS LOCATED ON THE GREENVILLE MUNICIPAL AIRPORT, ABOUT 0.2 KM (0.10 MI)
 GA3640'NORTH-NORTHEAST FROM THE AIRPORT OFFICE, BETWEEN AN AIRCRAFT PARKING
 GA3640'AREA AND THE RUNWAY.  LOCATED 72.2 M (236.9 FT) WEST FROM THE TAXIWAY
 GA3640'CENTERLINE, 67.1 M (220.1 FT) SOUTHEAST FROM THE RUNWAY CENTERLINE,
 GA3640'22.6 M (74.1 FT) NORTH FROM A WIND VANE, 20.0 M (65.6 FT) NORTH FROM A
 GA3640'WIND SOCK, 20.1 M (65.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 GA3640'PAVED PARKING AREA, 0.3 M (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS
 GA3640'POST AND 0.9 M (3.0 FT) LOWER THAN THE RUNWAY. A STEEL SPIKE IS SET IN
 GA3640'THE CONCRETE.
 GA3640
 GA3640                          STATION RECOVERY (2001)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA3640'RECOVERED AS DESCRIBED 12 / 14 / 2001 BY R.G. HAYES
 GA3640' 
 GA3640'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 GA3640'
 GA3640
 GA3640                          STATION RECOVERY (2003)
 GA3640
 GA3640'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3640'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3654 ***********************************************************************
 GA3654  SACS        -  This is a Secondary Airport Control Station.
 GA3654  DESIGNATION -  GPS 18 AZ MK
 GA3654  PID         -  GA3654
 GA3654  STATE/COUNTY-  TN/GREENE
 GA3654  USGS QUAD   -  GREENEVILLE (1961)
 GA3654
 GA3654                         *CURRENT SURVEY CONTROL
 GA3654  ___________________________________________________________________
 GA3654* NAD 83(1995)-  36 11 29.49608(N)    082 48 59.76862(W)     ADJUSTED  
 GA3654* NAVD 88     -       486.59   (meters)    1596.4    (feet)  GPS OBS   
 GA3654  ___________________________________________________________________
 GA3654  X           -     644,466.511 (meters)                     COMP
 GA3654  Y           -  -5,113,393.259 (meters)                     COMP
 GA3654  Z           -   3,745,632.791 (meters)                     COMP
 GA3654  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 GA3654  ELLIP HEIGHT-         455.28  (meters)          (08/03/04) GPS OBS
 GA3654  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3654
 GA3654  HORZ ORDER  -  FIRST
 GA3654  ELLP ORDER  -  FOURTH    CLASS I
 GA3654
 GA3654.This mark is at Greeneville Airport (GCY)
 GA3654
 GA3654.The horizontal coordinates were established by GPS observations
 GA3654.and adjusted by the National Geodetic Survey in June 2002..
 GA3654
 GA3654.The orthometric height was determined by GPS observations and a
 GA3654.high-resolution geoid model.
 GA3654
 GA3654.GPS derived orthometric heights for airport stations designated as
 GA3654.PACS or SACS are published to 2 decimal places.  This maintains
 GA3654.centimeter relative accuracy between the PACS and SACS.  It does
 GA3654.not indicate centimeter accuracy relative to other marks which are
 GA3654.part of the NAVD 88 network.
 GA3654
 GA3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3654
 GA3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3654
 GA3654.The ellipsoidal height was determined by GPS observations
 GA3654.and is referenced to NAD 83.
 GA3654
 GA3654.The geoid height was determined by GEOID03.
 GA3654
 GA3654;                    North         East     Units Scale Factor Converg.
 GA3654;SPC TN       -   210,822.784   886,271.526   MT  0.99996781   +1 51 49.3
 GA3654;SPC TN       -   691,674.42  2,907,709.16   sFT  0.99996781   +1 51 49.3
 GA3654;UTM  17      - 4,006,721.186   336,662.394   MT  0.99992873   -1 04 22.5
 GA3654
 GA3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3654!SPC TN       -   0.99992855  x   0.99996781  =   0.99989636
 GA3654!UTM  17      -   0.99992855  x   0.99992873  =   0.99985729
 GA3654
 GA3654|---------------------------------------------------------------------|
 GA3654| PID    Reference Object                     Distance      Geod. Az  |
 GA3654|                                                           dddmmss.s |
 GA3654| GA3640 GPS 18                              376.196 METERS 05350     |
 GA3654|---------------------------------------------------------------------|
 GA3654
 GA3654                          SUPERSEDED SURVEY CONTROL
 GA3654
 GA3654  ELLIP H (06/20/02)  455.29   (m)                       GP(       ) 4 1
 GA3654  NAD 83(1995)-  36 11 29.49625(N)    082 48 59.76917(W) AD(       ) 3
 GA3654  NAD 83(1995)-  36 11 29.49924(N)    082 48 59.77589(W) AD(       ) 3
 GA3654  NGVD 29 (09/17/90)  486.7    (m)         1597.     (f) GPS OBS        
 GA3654
 GA3654.Superseded values are not recommended for survey control.
 GA3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3654.See file dsdata.txt to determine how the superseded data were derived.
 GA3654
 GA3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3666206721(NAD 83)
 GA3654_MARKER: I = METAL ROD
 GA3654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GA3654+WITH SETTING: INFORMATION.
 GA3654_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3654_STAMPING: GPS 18 AZ MK 1987
 GA3654_MARK LOGO: NGS   
 GA3654_PROJECTION: RECESSED 3 CENTIMETERS
 GA3654_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3654+STABILITY: SURFACE MOTION
 GA3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3654+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3654_ROD/PIPE-DEPTH: 1.52 meters
 GA3654_SLEEVE-DEPTH  : 0.90 meters
 GA3654
 GA3654  HISTORY     - Date     Condition        Report By
 GA3654  HISTORY     - 1987     MONUMENTED       NGS
 GA3654  HISTORY     - 19881230 GOOD
 GA3654  HISTORY     - 19890613 GOOD             NGS
 GA3654  HISTORY     - 20011214 GOOD             NGS
 GA3654  HISTORY     - 20031010 GOOD             TNDT
 GA3654
 GA3654                          STATION DESCRIPTION
 GA3654
 GA3654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3654'FROM THE JUNCTION OF US HIGHWAY 11E NORTH BY PASS AND U.S. HIGHWAY
 GA3654'11E BUSINESS ROUTE, NORTHWEST OF GREENVILLE, GO 1.7 MILES NORTHERLY
 GA3654'ALONG US HIGHWAY 11E TO THE JUNCTION OF STATE HIGHWAY 172, THENCE
 GA3654'0.15 MILE NORTH ALONG STATE HIGHWAY 172 TO THE JUNCTION OF AN ACCESS
 GA3654'ROAD JUST PAST THE US HIGHWAY 11E SOUTH LANES OVERPASS, THENCE 0.35
 GA3654'MILE EASTERLY ALONG THE ACCESS ROAD TO THE JUNCTION OF WHITE HOUSE
 GA3654'ROAD, THENCE 0.80 MILE NORTHERLY ALONG WHITE HOUSE ROAD TO THE
 GA3654'OFFICE OF THE GREENVILLE MUNICIPAL AIRPORT, THENCE 0.25 MILE
 GA3654'NORTHWESTERLY ALONG THE TAXIWAY TO MARK BETWEEN THE TAXIWAY AND
 GA3654'RUNWAY WHERE THEY FORM A TRIANGLE, A 3-D MARK, A STAINLESS STEEL
 GA3654'ROD DRIVEN TO REFUSAL AT 5.0 FEET, 2 INCHES BELOW GROUND, ENCASED
 GA3654'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC
 GA3654'PIPE WITH LOGO CAP ---STAMPED GPS 18 AZ MK 1987 RECESSED 1 INCH, 30.0
 GA3654'FEET SOUTHEAST OF SOUTHEAST EDGE OF NORTHEAST-SOUTHEAST TAXIWAY, 12.6
 GA3654'FEET EAST OF A BLACK TAXI SIGN BOX, 19.9 FEET NORTHEAST OF A SMALL
 GA3654'CONCRETE DUCT COVER WITH THE WORD DUCT ENGRAVED IN IT, AND 2.0 FEET
 GA3654'SOUTHWEST OF A FIBERGLASS WITNESS POST.  A 1 FOOT REBAR WAS PUT
 GA3654'IN CONCRETE AROUND MARK.  NOTE -- MARK IS 0.25 MILE NORTHWEST
 GA3654'OF GPS 18 1987.
 GA3654
 GA3654                          STATION RECOVERY (1988)
 GA3654
 GA3654'RECOVERED 1988
 GA3654'RECOVERED IN GOOD CONDITION.
 GA3654
 GA3654                          STATION RECOVERY (1989)
 GA3654
 GA3654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3654'THE STATION IS LOCATED APPROXIMATELY 2670 FEET (813.8 M) NORTHEAST OF
 GA3654'RUNWAY END 5 AT GREENVILLE MUNICIPAL AIRPORT.  THE STATION IS 80.7
 GA3654'FEET (24.6 M) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 44.9 FEET
 GA3654'(13.7 M) SOUTH OF THE FIRST RUNWAY LIGHT NORTHEAST OF RWY/TXY
 GA3654'INTERSECTION, 40.9 FEET (12.5 M) NORTHWEST OF THE CENTERLINE OF THE
 GA3654'TAXIWAY, 13.5 FEET (4.1 M) NORTH OF A TAXIWAY LIGHT, AND 12.5 FEET
 GA3654'(3.8 M) NORTHEAST OF A TAXIWAY SIGN.  THE STATION IS A STAINLESS STEEL
 GA3654'ROD ENCASED IN A STANDARD NGS FLANGE COVER SET 0.3 FOOT (9.1 CM)
 GA3654'BENEATH THE GROUND.  THE COVER IS STAMPED GPS18 AZ MK 1987.
 GA3654
 GA3654                          STATION RECOVERY (2001)
 GA3654
 GA3654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA3654'RECOVERED AS DESCRIBED 12 / 14 / 2001  BY R.G. HAYES
 GA3654' 
 GA3654'NOTE--THE ROD DEPTH IS 1.52 M AND THE SLEEVE DEPTH IS 0.9 M
 GA3654' 
 GA3654'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 GA3654' 
 GA3654'
 GA3654
 GA3654                          STATION RECOVERY (2003)
 GA3654
 GA3654'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3654'THE AZIMUTH MARK IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF
 GA3654'GREENEVILLE, AT THE GREENEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT
 GA3654'AUTHORITY, TELEPHONE (615) 639-6275.
 GA3654' 
 GA3654'THE AZIMUTH MARK IS LOCATED ON THE GREENEVILLE MUNICIPAL AIRPORT,
 GA3654'ABOUT 0.4 KM (0.25 MI) SOUTHWEST FROM THE AIRPORT OFFICE, BETWEEN THE
 GA3654'TAXIWAY AND RUNWAY WHERE THEY FORM A TRIANGLE.
 GA3654' 
 GA3654'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 1.52 M
 GA3654'(5 FT).  THE LOGO CAP IS STAMPED--GPS 18 AZ MK 1987--, AND A STEEL
 GA3654'REBAR IS SET IN THE CONCRETE.  LOCATED 9.15 M (30 FT) SOUTHEAST OF THE
 GA3654'SOUTHEAST EDGE OF THE RUNWAY, 6.25 M (20.5 FT) NORTHWEST OF THE
 GA3654'NORTHWEST EDGE OF THE TAXIWAY, 3.84 M (12.6 FT) EAST OF A BLACK TAXI
 GA3654'SIGN BOX, 6.07 M (19.9 FT) NORTHEAST OF A SMALL CONCRETE DUCT COVER
 GA3654'WITH THE WORD -DUCT- ENGRAVED, AND 0.6 M (2.0 FT) SOUTHWEST FROM A
 GA3654'FIBERGLASS WITNESS POST.  THE MARK IS 0.4 KM (0.25 MI) SOUTHWEST OF
 GA3654'GPS 18 1987.
 GA3654' 
 GA3654'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GA3654'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3324 ***********************************************************************
 FB3324  CBN         -  This is a Cooperative Base Network Control Station.
 FB3324  DESIGNATION -  GPS 19
 FB3324  PID         -  FB3324
 FB3324  STATE/COUNTY-  TN/COCKE
 FB3324  USGS QUAD   -  CHESTNUT HILL (1980)
 FB3324
 FB3324                         *CURRENT SURVEY CONTROL
 FB3324  ___________________________________________________________________
 FB3324* NAD 83(1995)-  35 58 12.57726(N)    083 15 33.63286(W)     ADJUSTED  
 FB3324* NAVD 88     -       399.303  (meters)    1310.05   (feet)  ADJUSTED  
 FB3324  ___________________________________________________________________
 FB3324  X           -     606,624.878 (meters)                     COMP
 FB3324  Y           -  -5,132,517.494 (meters)                     COMP
 FB3324  Z           -   3,725,728.947 (meters)                     COMP
 FB3324  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FB3324  ELLIP HEIGHT-         368.44  (meters)          (08/03/04) GPS OBS
 FB3324  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB3324  DYNAMIC HT  -         398.928 (meters)    1308.82  (feet)  COMP
 FB3324  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB3324
 FB3324  HORZ ORDER  -  B
 FB3324  VERT ORDER  -  THIRD
 FB3324  ELLP ORDER  -  FOURTH    CLASS I
 FB3324
 FB3324.The horizontal coordinates were established by GPS observations
 FB3324.and adjusted by the National Geodetic Survey in December 1995..
 FB3324
 FB3324.The orthometric height was determined by differential leveling
 FB3324.and adjusted by the National Geodetic Survey in August 1996..
 FB3324
 FB3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3324
 FB3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3324
 FB3324.The ellipsoidal height was determined by GPS observations
 FB3324.and is referenced to NAD 83.
 FB3324
 FB3324.The geoid height was determined by GEOID03.
 FB3324
 FB3324.The dynamic height is computed by dividing the NAVD 88
 FB3324.geopotential number by the normal gravity value computed on the
 FB3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3324.degrees latitude (g = 980.6199 gals.).
 FB3324
 FB3324.The modeled gravity was interpolated from observed gravity values.
 FB3324
 FB3324;                    North         East     Units Scale Factor Converg.
 FB3324;SPC TN       -   185,065.499   847,156.481   MT  0.99995121   +1 36 16.2
 FB3324;SPC TN       -   607,169.06  2,779,379.22   sFT  0.99995121   +1 36 16.2
 FB3324;UTM  17      - 3,982,998.778   296,277.641   MT  1.00011142   -1 19 39.0
 FB3324
 FB3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3324!SPC TN       -   0.99994218  x   0.99995121  =   0.99989339
 FB3324!UTM  17      -   0.99994218  x   1.00011142  =   1.00005359
 FB3324
 FB3324                          SUPERSEDED SURVEY CONTROL
 FB3324
 FB3324  NAD 83(1986)-  35 58 12.58302(N)    083 15 33.63872(W) AD(       ) 1
 FB3324  ELLIP H (12/14/95)  368.49   (m)                       GP(       ) 1 2
 FB3324  NAD 83(1995)-  35 58 12.58028(N)    083 15 33.63904(W) AD(       ) B
 FB3324  ELLIP H (09/07/90)  368.34   (m)                       GP(       ) 4 1
 FB3324  NAD 27      -  35 58 12.24305(N)    083 15 34.06233(W) AD(       ) 3
 FB3324  NAVD 88 (11/04/96)  399.30   (m)         1310.0    (f) LEVELING    3  
 FB3324  NAVD 88 (12/14/95)  399.30   (m)         1310.0    (f) LEVELING    3  
 FB3324  NGVD 29 (09/07/90)  399.46   (m)         1310.6    (f) LEVELING    3  
 FB3324
 FB3324.Superseded values are not recommended for survey control.
 FB3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3324.See file dsdata.txt to determine how the superseded data were derived.
 FB3324
 FB3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9627882999(NAD 83)
 FB3324_MARKER: I = METAL ROD
 FB3324_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3324_SP_SET: OBJECT DRIVEN INTO GROUND
 FB3324_STAMPING: GPS 19 1987
 FB3324_MARK LOGO: NGS   
 FB3324_PROJECTION: FLUSH
 FB3324_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3324+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 FB3324_ROD/PIPE-DEPTH: 4.00 meters
 FB3324_SLEEVE-DEPTH  : 0.90 meters
 FB3324
 FB3324  HISTORY     - Date     Condition        Report By
 FB3324  HISTORY     - 1987     MONUMENTED       NGS
 FB3324  HISTORY     - 19881209 GOOD
 FB3324  HISTORY     - 19950330 GOOD             NGS
 FB3324  HISTORY     - 19950607 GOOD             NGS
 FB3324  HISTORY     - 20031010 GOOD             TNDT
 FB3324  HISTORY     - 20050429 GOOD             CAS
 FB3324
 FB3324                          STATION DESCRIPTION
 FB3324
 FB3324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FB3324'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) WEST OF NEWPORT, AT THE
 FB3324'JUNCTION OF INTERSTATE 40 AND U.S. HIGHWAYS 25 AND 70.
 FB3324'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FB3324'
 FB3324'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE ROUTES 81 AND
 FB3324'40 GO SOUTHEAST FOR 16.1 KM (10 MI) ON INTERSTATE 40 TO EXIT 432A
 FB3324'AND THE STATION ATOP A 9.1 METERS (30 FT) HILL IN A TRIANGLE PLOT
 FB3324'OF GROUND FORMED BY EASTBOUND INTERSTATE 40, U.S. HIGHWAYS 25 AND
 FB3324'70, AND THE EXIT RAMP TO SAME.
 FB3324'
 FB3324'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.0 METERS
 FB3324'(13 FT).  THE LOGO CAP IS STAMPED---GPS 19 1987---, AND A STEEL
 FB3324'SPIKE IS SET IN THE CONCRETE.  LOCATED 61.3 METERS (201 FT) WEST
 FB3324'FROM A UTILITY POLE NEAR THE WEST CORNER OF THE EASTBOUND BRIDGE,
 FB3324'43.0 METERS (141 FT) NORTH FROM A UTILITY POLE NUMBERED A 874, 2.1
 FB3324'METERS (7 FT) SOUTHWEST FROM THE TOP OF A SLOPE ABOVE THE EASTBOUND
 FB3324'INTERSTATE 40, 0.3 METERS (1.0 FT) WEST FROM A FIBERGLASS WITNESS
 FB3324'POST.
 FB3324
 FB3324                          STATION RECOVERY (1988)
 FB3324
 FB3324'RECOVERED 1988
 FB3324'RECOVERED IN GOOD CONDITION.
 FB3324
 FB3324                          STATION RECOVERY (1995)
 FB3324
 FB3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3324'RECOVERED AS DESCRIBED.
 FB3324
 FB3324                          STATION RECOVERY (1995)
 FB3324
 FB3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3324'RECOVERED AS DESCRIBED.
 FB3324
 FB3324                          STATION RECOVERY (2003)
 FB3324
 FB3324'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3324'RECOVERED AS DESCRIBED.
 FB3324
 FB3324                          STATION RECOVERY (2005)
 FB3324
 FB3324'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FB3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7700 ***********************************************************************
 DG7700  CBN         -  This is a Cooperative Base Network Control Station.
 DG7700  DESIGNATION -  GPS 1A
 DG7700  PID         -  DG7700
 DG7700  STATE/COUNTY-  TN/JOHNSON
 DG7700  USGS QUAD   -  MOUNTAIN CITY (1978)
 DG7700
 DG7700                         *CURRENT SURVEY CONTROL
 DG7700  ___________________________________________________________________
 DG7700* NAD 83(1995)-  36 28 46.19550(N)    081 48 28.25723(W)     ADJUSTED  
 DG7700* NAVD 88     -       733.2    (meters)    2406.     (feet)  GPS OBS   
 DG7700  ___________________________________________________________________
 DG7700  X           -     731,718.876 (meters)                     COMP
 DG7700  Y           -  -5,082,709.490 (meters)                     COMP
 DG7700  Z           -   3,771,522.973 (meters)                     COMP
 DG7700  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DG7700  ELLIP HEIGHT-         702.11  (meters)          (08/03/04) GPS OBS
 DG7700  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DG7700
 DG7700  HORZ ORDER  -  A
 DG7700  ELLP ORDER  -  FOURTH    CLASS I
 DG7700
 DG7700.The horizontal coordinates were established by GPS observations
 DG7700.and adjusted by the National Geodetic Survey in August 2004..
 DG7700
 DG7700.The orthometric height was determined by GPS observations and a
 DG7700.high-resolution geoid model.
 DG7700
 DG7700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7700
 DG7700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7700
 DG7700.The ellipsoidal height was determined by GPS observations
 DG7700.and is referenced to NAD 83.
 DG7700
 DG7700.The geoid height was determined by GEOID03.
 DG7700
 DG7700;                    North         East     Units Scale Factor Converg.
 DG7700;SPC TN       -   246,165.934   975,567.926   MT  1.00001175   +2 27 15.3
 DG7700;SPC TN       -   807,629.40  3,200,675.77   sFT  1.00001175   +2 27 15.3
 DG7700;UTM  17      - 4,037,437.335   427,633.072   MT  0.99966452   -0 28 49.1
 DG7700
 DG7700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7700!SPC TN       -   0.99988982  x   1.00001175  =   0.99990157
 DG7700!UTM  17      -   0.99988982  x   0.99966452  =   0.99955438
 DG7700
 DG7700                          SUPERSEDED SURVEY CONTROL
 DG7700
 DG7700.No superseded survey control is available for this station.
 DG7700
 DG7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2763337437(NAD 83)
 DG7700_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7700_SETTING: 0 = UNSPECIFIED SETTING
 DG7700_SP_SET: SET ATOP REBAR IN CONCRETE
 DG7700_STAMPING: GPS 1A
 DG7700_MARK LOGO: TNDT  
 DG7700_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7700+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7700
 DG7700  HISTORY     - Date     Condition        Report By
 DG7700  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7700
 DG7700                          STATION DESCRIPTION
 DG7700
 DG7700'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7700'NO TEXT RECEIVED FOR THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3641 ***********************************************************************
 GA3641  FBN         -  This is a Federal Base Network Control Station.
 GA3641  DESIGNATION -  GPS 2
 GA3641  PID         -  GA3641
 GA3641  STATE/COUNTY-  TN/WASHINGTON
 GA3641  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA3641
 GA3641                         *CURRENT SURVEY CONTROL
 GA3641  ___________________________________________________________________
 GA3641* NAD 83(1995)-  36 24 05.68835(N)    082 36 45.67357(W)     ADJUSTED  
 GA3641* NAVD 88     -       532.90   (meters)    1748.4    (feet)  N HEIGHT  
 GA3641  ___________________________________________________________________
 GA3641  X           -     660,891.516 (meters)                     COMP
 GA3641  Y           -  -5,097,419.889 (meters)                     COMP
 GA3641  Z           -   3,764,447.348 (meters)                     COMP
 GA3641  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GA3641  ELLIP HEIGHT-         501.51  (meters)          (08/03/04) GPS OBS
 GA3641  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA3641  DYNAMIC HT  -         532.40  (meters)    1746.7   (feet)  COMP
 GA3641  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 GA3641
 GA3641  HORZ ORDER  -  B
 GA3641  VERT ORDER  -  THIRD
 GA3641  ELLP ORDER  -  FOURTH    CLASS I
 GA3641
 GA3641.The horizontal coordinates were established by GPS observations
 GA3641.and adjusted by the National Geodetic Survey in June 1994..
 GA3641
 GA3641.The orthometric height was determined by differential leveling
 GA3641.and adjusted by the National Geodetic Survey in August 1996..
 GA3641.The height was determined by precise leveling from only one NSRS
 GA3641.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GA3641.allowed ONLY to validate the GPS-derived height.
 GA3641
 GA3641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3641
 GA3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3641
 GA3641.The ellipsoidal height was determined by GPS observations
 GA3641.and is referenced to NAD 83.
 GA3641
 GA3641.The geoid height was determined by GEOID03.
 GA3641
 GA3641.The dynamic height is computed by dividing the NAVD 88
 GA3641.geopotential number by the normal gravity value computed on the
 GA3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3641.degrees latitude (g = 980.6199 gals.).
 GA3641
 GA3641.The modeled gravity was interpolated from observed gravity values.
 GA3641
 GA3641;                    North         East     Units Scale Factor Converg.
 GA3641;SPC TN       -   234,732.431   903,795.239   MT  0.99999736   +1 58 59.0
 GA3641;SPC TN       -   770,117.98  2,965,201.55   sFT  0.99999736   +1 58 59.0
 GA3641;UTM  17      - 4,029,699.001   355,387.119   MT  0.99985766   -0 57 25.9
 GA3641
 GA3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3641!SPC TN       -   0.99992130  x   0.99999736  =   0.99991866
 GA3641!UTM  17      -   0.99992130  x   0.99985766  =   0.99977897
 GA3641
 GA3641                          SUPERSEDED SURVEY CONTROL
 GA3641
 GA3641  ELLIP H (06/29/94)  501.52   (m)                       GP(       ) 4 1
 GA3641  ELLIP H (04/04/94)  501.27   (m)                       GP(       ) 4 1
 GA3641  NAD 83(1995)-  36 24 05.69186(N)    082 36 45.68080(W) AD(       ) B
 GA3641  ELLIP H (09/07/90)  501.27   (m)                       GP(       ) 4 1
 GA3641  NAVD 88 (12/14/95)  532.90   (m)         1748.4    (f) LEVELING    3  
 GA3641  NGVD 29 (??/??/??)  533.04   (m)         1748.8    (f) N HEIGHT    3  
 GA3641
 GA3641.Superseded values are not recommended for survey control.
 GA3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3641.See file dsdata.txt to determine how the superseded data were derived.
 GA3641
 GA3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5538729699(NAD 83)
 GA3641_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3641_SETTING: 66 = SET IN ROCK OUTCROP
 GA3641_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3641_STAMPING: GPS 2 1987
 GA3641_MARK LOGO: NGS   
 GA3641_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3641+STABILITY: POSITION/ELEVATION WELL
 GA3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3641+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3641
 GA3641  HISTORY     - Date     Condition        Report By
 GA3641  HISTORY     - 1987     MONUMENTED       NGS
 GA3641  HISTORY     - 1987     GOOD             NGS
 GA3641  HISTORY     - 19930304 GOOD             NOS
 GA3641  HISTORY     - 19930628 GOOD             NGS
 GA3641  HISTORY     - 19950606 GOOD             NGS
 GA3641  HISTORY     - 20010331 GOOD             NGS
 GA3641  HISTORY     - 20031010 GOOD             TNDT
 GA3641
 GA3641                          STATION DESCRIPTION
 GA3641
 GA3641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3641'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 GA3641'NORTHWEST OF JOHNSON CITY AT THE JUNCTION OF INTERSTATE 81 AND
 GA3641'STATE ROUTE 93.
 GA3641'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GA3641'
 GA3641'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 81 AND STATE
 GA3641'ROUTE 93 ATOP A 12.2 METER (40 FT) HILL IN THE TRIANGLE PLOT OF
 GA3641'GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF NORTHBOUND
 GA3641'INTERSTATE 81.
 GA3641'
 GA3641'THE STATION IS A STANDARD NGS DISK
 GA3641'STAMPED---GPS 2 1987---,
 GA3641'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.3 METERS (1.0
 GA3641'FT) BY 0.5 METERS (1.5 FT) AND PROJECTING 0.06 METERS (0.2 FT).
 GA3641'LOCATED 10.13 METERS (33.24 FT) SOUTH FROM STATION MAC 2, A PLAIN
 GA3641'BRASS DISK STAMPED---MAC-2 T-DOT 1984---, AND SET INTO THE TOP OF A
 GA3641'30 CM CONCRETE MONUMENT FLUSH WITH GROUND,
 GA3641'6.7 METERS (22 FT) NORTHEAST FROM THE TOP OF A 12.2 METER (40 FT)
 GA3641'CUT,
 GA3641'0.5 METERS (1.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3641
 GA3641                          STATION RECOVERY (1987)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3641'RECOVERED IN GOOD CONDITION.
 GA3641
 GA3641                          STATION RECOVERY (1993)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 GA3641'RECOVERED AS DESCRIBED.
 GA3641
 GA3641                          STATION RECOVERY (1993)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3641'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF JOHNSON
 GA3641'CITY, AT FALL BRANCH.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GA3641'THE STATION IS LOCATED AT FALL BRANCH, AT THE JUNCTION OF INTERSTATE
 GA3641'HIGHWAY 81 AND STATE HIGHWAY 93, ATOP A 12.2 M (40.0 FT) HILL IN THE
 GA3641'TRIANGLE PLOT OF GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF
 GA3641'NORTHBOUND INTERSTATE 81, 10.13 M (33.23 FT) SOUTH FROM STATION MAC
 GA3641'2, A PLAIN BRASS DISK STAMPED--MAC-2 T-DOT 1984--, SET IN A CONCRETE
 GA3641'POST, 6.7 M (22.0 FT) NORTHEAST FROM THE TOP OF A 12.2 M (40.0 FT)
 GA3641'CUT AND 0.5 M (1.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 GA3641
 GA3641                          STATION RECOVERY (1995)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3641'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF JOHNSON
 GA3641'CITY, AT FALL BRANCH.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 GA3641'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 GA3641'STATE HIGHWAY 93, ATOP A 12.2 M (40.0 FT) HILL IN THE TRIANGLE PLOT OF
 GA3641'GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF NORTHBOUND INTERSTATE
 GA3641'HIGHWAY 81.  THE STATION IS SET IN A DRILL HOLE IN THE TOP OF ROCK
 GA3641'OUTCROP MEASURING 0.3 M (1.0 FT) BY 0.5 M (1.6 FT) PROJECTING 6 CM
 GA3641'ABOVE GROUND.  LOCATED 10.13 M (33.23 FT) SOUTH FROM STATION MAC 2
 GA3641'TNDT, 6.7 M (22.0 FT) NORTHEAST FROM THE TOP OF A 12.2 M (40.0 FT) CUT
 GA3641'AND 0.5 M (1.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3641
 GA3641                          STATION RECOVERY (2001)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA3641'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GA3641
 GA3641                          STATION RECOVERY (2003)
 GA3641
 GA3641'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3641'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3325 ***********************************************************************
 FB3325  CBN         -  This is a Cooperative Base Network Control Station.
 FB3325  DESIGNATION -  GPS 20
 FB3325  PID         -  FB3325
 FB3325  STATE/COUNTY-  TN/KNOX
 FB3325  USGS QUAD   -  BOYDS CREEK (1986)
 FB3325
 FB3325                         *CURRENT SURVEY CONTROL
 FB3325  ___________________________________________________________________
 FB3325* NAD 83(1995)-  35 59 46.63703(N)    083 42 37.72458(W)     ADJUSTED  
 FB3325* NAVD 88     -       308.66   (meters)    1012.7    (feet)  N HEIGHT  
 FB3325  ___________________________________________________________________
 FB3325  X           -     565,999.337 (meters)                     COMP
 FB3325  Y           -  -5,135,368.791 (meters)                     COMP
 FB3325  Z           -   3,728,021.793 (meters)                     COMP
 FB3325  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FB3325  ELLIP HEIGHT-         277.91  (meters)          (08/03/04) GPS OBS
 FB3325  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB3325  DYNAMIC HT  -         308.38  (meters)    1011.7   (feet)  COMP
 FB3325  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FB3325
 FB3325  HORZ ORDER  -  B
 FB3325  VERT ORDER  -  THIRD
 FB3325  ELLP ORDER  -  FOURTH    CLASS I
 FB3325
 FB3325.The horizontal coordinates were established by GPS observations
 FB3325.and adjusted by the National Geodetic Survey in December 1995..
 FB3325
 FB3325.The orthometric height was determined by differential leveling
 FB3325.and adjusted by the National Geodetic Survey in August 1996..
 FB3325.The height was determined by precise leveling from only one NSRS
 FB3325.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FB3325.allowed ONLY to validate the GPS-derived height.
 FB3325
 FB3325.Photographs are available for this station.
 FB3325
 FB3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3325
 FB3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3325
 FB3325.The ellipsoidal height was determined by GPS observations
 FB3325.and is referenced to NAD 83.
 FB3325
 FB3325.The geoid height was determined by GEOID03.
 FB3325
 FB3325.The dynamic height is computed by dividing the NAVD 88
 FB3325.geopotential number by the normal gravity value computed on the
 FB3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3325.degrees latitude (g = 980.6199 gals.).
 FB3325
 FB3325.The modeled gravity was interpolated from observed gravity values.
 FB3325
 FB3325;                    North         East     Units Scale Factor Converg.
 FB3325;SPC TN       -   186,918.108   806,412.669   MT  0.99995239   +1 20 25.4
 FB3325;SPC TN       -   613,247.16  2,645,705.56   sFT  0.99995239   +1 20 25.4
 FB3325;UTM  17      - 3,986,934.851   255,671.107   MT  1.00033564   -1 35 37.8
 FB3325
 FB3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3325!SPC TN       -   0.99995638  x   0.99995239  =   0.99990878
 FB3325!UTM  17      -   0.99995638  x   1.00033564  =   1.00029201
 FB3325
 FB3325                          SUPERSEDED SURVEY CONTROL
 FB3325
 FB3325  NAD 83(1986)-  35 59 46.64255(N)    083 42 37.72996(W) AD(       ) 1
 FB3325  ELLIP H (12/14/95)  277.89   (m)                       GP(       ) 1 2
 FB3325  NAD 83(1995)-  35 59 46.63984(N)    083 42 37.73100(W) AD(       ) B
 FB3325  ELLIP H (09/07/90)  277.75   (m)                       GP(       ) 4 1
 FB3325  NAD 27      -  35 59 46.33472(N)    083 42 38.09703(W) AD(       ) 3
 FB3325  NAVD 88 (11/04/96)  308.66   (m)         1012.7    (f) LEVELING    3  
 FB3325  NAVD 88 (12/14/95)  308.66   (m)         1012.7    (f) LEVELING    3  
 FB3325  NGVD 29 (??/??/??)  308.80   (m)         1013.1    (f) N HEIGHT    3  
 FB3325
 FB3325.Superseded values are not recommended for survey control.
 FB3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3325.See file dsdata.txt to determine how the superseded data were derived.
 FB3325
 FB3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5567186935(NAD 83)
 FB3325_MARKER: I = METAL ROD
 FB3325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3325_SP_SET: OBJECT DRIVEN INTO GROUND
 FB3325_STAMPING: GPS 20 1987
 FB3325_MARK LOGO: NGS   
 FB3325_PROJECTION: FLUSH
 FB3325_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3325+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 FB3325_ROD/PIPE-DEPTH: 9.10 meters
 FB3325_SLEEVE-DEPTH  : 0.90 meters
 FB3325
 FB3325  HISTORY     - Date     Condition        Report By
 FB3325  HISTORY     - 1987     MONUMENTED       NGS
 FB3325  HISTORY     - 1988     GOOD             AEROS
 FB3325  HISTORY     - 19950330 GOOD             NGS
 FB3325  HISTORY     - 19950607 GOOD             NGS
 FB3325  HISTORY     - 20020131 GOOD             NGS
 FB3325  HISTORY     - 20031010 GOOD             TNDT
 FB3325  HISTORY     - 20050218 GOOD             CAS
 FB3325
 FB3325                          STATION DESCRIPTION
 FB3325
 FB3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FB3325'THE STATION IS LOCATED ABOUT 23 KM (14 MI) EAST OF KNOXVILLE,
 FB3325'0.6 KM (0.4 MI) WEST OF INTERSTATE 40 EXIT 402 (MIDWAY ROAD), AT
 FB3325'THE SOUTH CORNER OF THE THORNGROVE ROAD BRIDGE OVER INTERSTATE 40.
 FB3325'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FB3325'
 FB3325'TO REACH THE STATION FROM INTERSTATE 40 EXIT 402 GO
 FB3325'NORTH FOR 0.72 KM (0.45 MI) ON MIDWAY ROAD TO THE JUNCTION OF
 FB3325'THORNGROVE ROAD.
 FB3325'TURN LEFT AND GO SOUTHWEST FOR 1.1 KM (0.7 MI) ON THORNGROVE ROAD
 FB3325'TO THE BRIDGE OVER INTERSTATE 40 AND THE STATION ON THE LEFT.
 FB3325'
 FB3325'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FB3325'(30 FT).  THE LOGO CAP IS STAMPED---GPS 20 1987---.  LOCATED 7.0
 FB3325'METERS (23 FT) SOUTHEAST FROM THE CENTER OF THORNGROVE ROAD AND 0.5
 FB3325'METERS (1.5 FT) BELOW SAME, 1.77 METERS (5.8 FT) SOUTH FROM THE
 FB3325'SOUTH CORNER OF THE BRIDGE, 1.16 METERS (3.8 FT) SOUTHEAST FROM A
 FB3325'GUARDRAIL, 0.3 METERS (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FB3325
 FB3325                          STATION RECOVERY (1988)
 FB3325
 FB3325'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 FB3325'THE STATION WAS RECOVERED AT THIS DATE.
 FB3325'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D. A.
 FB3325'C. IN 1987.
 FB3325
 FB3325                          STATION RECOVERY (1995)
 FB3325
 FB3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3325'RECOVERED AS DESCRIBED.
 FB3325
 FB3325                          STATION RECOVERY (1995)
 FB3325
 FB3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3325'RECOVERED AS DESCRIBED.
 FB3325
 FB3325                          STATION RECOVERY (2002)
 FB3325
 FB3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3325'RECOVERED AS DESCRIBED
 FB3325' 
 FB3325'
 FB3325
 FB3325                          STATION RECOVERY (2003)
 FB3325
 FB3325'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3325'RECOVERED AS DESCRIBED.
 FB3325
 FB3325                          STATION RECOVERY (2005)
 FB3325
 FB3325'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FB3325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7701 ***********************************************************************
 DG7701  CBN         -  This is a Cooperative Base Network Control Station.
 DG7701  DESIGNATION -  GPS 20 A
 DG7701  PID         -  DG7701
 DG7701  STATE/COUNTY-  TN/KNOX
 DG7701  USGS QUAD   -  JOHN SEVIER (1992)
 DG7701
 DG7701                         *CURRENT SURVEY CONTROL
 DG7701  ___________________________________________________________________
 DG7701* NAD 83(1995)-  36 00 10.86590(N)    083 46 11.17943(W)     ADJUSTED  
 DG7701* NAVD 88     -       289.7    (meters)     950.     (feet)  GPS OBS   
 DG7701  ___________________________________________________________________
 DG7701  X           -     560,635.349 (meters)                     COMP
 DG7701  Y           -  -5,135,500.121 (meters)                     COMP
 DG7701  Z           -   3,728,614.812 (meters)                     COMP
 DG7701  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DG7701  ELLIP HEIGHT-         258.91  (meters)          (08/03/04) GPS OBS
 DG7701  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DG7701
 DG7701  HORZ ORDER  -  A
 DG7701  ELLP ORDER  -  FOURTH    CLASS I
 DG7701
 DG7701.The horizontal coordinates were established by GPS observations
 DG7701.and adjusted by the National Geodetic Survey in August 2004..
 DG7701
 DG7701.The orthometric height was determined by GPS observations and a
 DG7701.high-resolution geoid model.
 DG7701
 DG7701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7701
 DG7701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7701
 DG7701.The ellipsoidal height was determined by GPS observations
 DG7701.and is referenced to NAD 83.
 DG7701
 DG7701.The geoid height was determined by GEOID03.
 DG7701
 DG7701;                    North         East     Units Scale Factor Converg.
 DG7701;SPC TN       -   187,541.224   801,051.006   MT  0.99995273   +1 18 20.4
 DG7701;SPC TN       -   615,291.50  2,628,114.84   sFT  0.99995273   +1 18 20.4
 DG7701;UTM  17      - 3,987,831.988   250,346.248   MT  1.00036805   -1 37 44.4
 DG7701
 DG7701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7701!SPC TN       -   0.99995937  x   0.99995273  =   0.99991210
 DG7701!UTM  17      -   0.99995937  x   1.00036805  =   1.00032740
 DG7701
 DG7701                          SUPERSEDED SURVEY CONTROL
 DG7701
 DG7701.No superseded survey control is available for this station.
 DG7701
 DG7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5034687832(NAD 83)
 DG7701_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7701_SETTING: 0 = UNSPECIFIED SETTING
 DG7701_SP_SET: SET ATOP REBAR IN CONCRETE
 DG7701_STAMPING: GPS 20A
 DG7701_MARK LOGO: TNDT  
 DG7701_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7701+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7701
 DG7701  HISTORY     - Date     Condition        Report By
 DG7701  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7701
 DG7701                          STATION DESCRIPTION
 DG7701
 DG7701'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7701'NO TEXT PROVIDED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1922 ***********************************************************************
 FC1922  CBN         -  This is a Cooperative Base Network Control Station.
 FC1922  DESIGNATION -  GPS 21
 FC1922  PID         -  FC1922
 FC1922  STATE/COUNTY-  TN/KNOX
 FC1922  USGS QUAD   -  LOVELL (1990)
 FC1922
 FC1922                         *CURRENT SURVEY CONTROL
 FC1922  ___________________________________________________________________
 FC1922* NAD 83(1995)-  35 58 32.57520(N)    084 10 42.59261(W)     ADJUSTED  
 FC1922* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 FC1922  ___________________________________________________________________
 FC1922  X           -     524,168.400 (meters)                     COMP
 FC1922  Y           -  -5,141,150.656 (meters)                     COMP
 FC1922  Z           -   3,726,171.303 (meters)                     COMP
 FC1922  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FC1922  ELLIP HEIGHT-         272.26  (meters)          (08/03/04) GPS OBS
 FC1922  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC1922
 FC1922  HORZ ORDER  -  B
 FC1922  VERT ORDER  -  THIRD (See Below)
 FC1922  ELLP ORDER  -  FOURTH    CLASS I
 FC1922
 FC1922.The horizontal coordinates were established by GPS observations
 FC1922.and adjusted by the National Geodetic Survey in December 1995..
 FC1922
 FC1922.The orthometric height was determined by GPS observations and a
 FC1922.high-resolution geoid model.
 FC1922.The vertical order pertains to the NGVD 29 superseded value.
 FC1922
 FC1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1922
 FC1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1922
 FC1922.The ellipsoidal height was determined by GPS observations
 FC1922.and is referenced to NAD 83.
 FC1922
 FC1922.The geoid height was determined by GEOID03.
 FC1922
 FC1922;                    North         East     Units Scale Factor Converg.
 FC1922;SPC TN       -   183,749.668   764,266.219   MT  0.99995145   +1 03 59.0
 FC1922;SPC TN       -   602,852.04  2,507,430.09   sFT  0.99995145   +1 03 59.0
 FC1922;UTM  16      - 3,984,936.425   754,405.340   MT  1.00039758   +1 39 30.1
 FC1922
 FC1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1922!SPC TN       -   0.99995727  x   0.99995145  =   0.99990872
 FC1922!UTM  16      -   0.99995727  x   1.00039758  =   1.00035483
 FC1922
 FC1922                          SUPERSEDED SURVEY CONTROL
 FC1922
 FC1922  ELLIP H (12/14/95)  272.18   (m)                       GP(       ) 1 2
 FC1922  NAD 83(1995)-  35 58 32.57709(N)    084 10 42.59689(W) AD(       ) B
 FC1922  ELLIP H (09/07/90)  272.19   (m)                       GP(       ) 4 1
 FC1922  NGVD 29 (??/??/??)  302.95   (m)          993.9    (f) N HEIGHT    3  
 FC1922
 FC1922.Superseded values are not recommended for survey control.
 FC1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1922.See file dsdata.txt to determine how the superseded data were derived.
 FC1922
 FC1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5440584936(NAD 83)
 FC1922_MARKER: I = METAL ROD
 FC1922_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1922_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1922_STAMPING: GPS 21 1987
 FC1922_MARK LOGO: NGS   
 FC1922_PROJECTION: FLUSH
 FC1922_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1922+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 FC1922_ROD/PIPE-DEPTH: 8.80 meters
 FC1922_SLEEVE-DEPTH  : 0.90 meters
 FC1922
 FC1922  HISTORY     - Date     Condition        Report By
 FC1922  HISTORY     - 1987     MONUMENTED       NGS
 FC1922  HISTORY     - 1987     GOOD             NGS
 FC1922  HISTORY     - 1988     GOOD             AEROS
 FC1922  HISTORY     - 19930309 GOOD             NOS
 FC1922  HISTORY     - 19930513 GOOD             NOS
 FC1922  HISTORY     - 19950608 GOOD             NGS
 FC1922  HISTORY     - 20031010 GOOD             TNDT
 FC1922  HISTORY     - 20041021 GOOD             COMPDA
 FC1922
 FC1922                          STATION DESCRIPTION
 FC1922
 FC1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1922'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 FC1922'WEST OF KNOXVILLE,
 FC1922'9.2 KM (5.7 MI) NORTHWEST OF THE JUNCTION OF INTERSTATES 40, 75 AND
 FC1922'STATE ROUTE 162 (THE PELLISSIPPI PARKWAY) ALONG STATE ROUTE 162,
 FC1922'AND JUST SOUTH OF THE JUNCTION OF STATE ROUTES 162 AND 62.
 FC1922'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FC1922'
 FC1922'THE STATION IS LOCATED JUST SOUTH OF THE JUNCTION OF STATE ROUTES
 FC1922'162 AND 62 IN THE GRASS MEDIAN STRIP OF STATE ROUTE 162 ABOUT 0.40
 FC1922'KM (0.25 MI) NORTH OF A SUMMIT.
 FC1922'
 FC1922'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 8.8 METERS
 FC1922'(29 FT).  THE LOGO CAP IS STAMPED---GPS 21 1987---, AND AN IRON ROD
 FC1922'IS SET IN THE CONCRETE.  LOCATED 72.76 METERS (238.7 FT) NORTH FROM
 FC1922'THE CENTERLINE OF A PAVED CROSSOVER, 25.60 METERS (84.0 FT) EAST
 FC1922'FROM THE CENTERLINE OF THE SOUTHBOUND LANES, 13.4 METERS (44.0 FT)
 FC1922'WEST FROM THE CENTERLINE OF THE NORTHBOUND LANES AND 1.2 METERS (4
 FC1922'FT) BELOW SAME, 4.57 METERS (15.0 FT) EAST FROM THE CENTER OF A
 FC1922'CONCRETE DITCH, 0.30 METERS (1.0 FT) NORTHWEST FROM A FIBERGLASS
 FC1922'WITNESS POST.
 FC1922
 FC1922                          STATION RECOVERY (1987)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1922'RECOVERED IN GOOD CONDITION.
 FC1922
 FC1922                          STATION RECOVERY (1988)
 FC1922
 FC1922'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1922'THE STATION WAS RECOVERED AT THIS DATE.
 FC1922'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D. A.
 FC1922'C. IN 1987.
 FC1922
 FC1922                          STATION RECOVERY (1993)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 FC1922'RECOVERED AS DESCRIBED.
 FC1922
 FC1922                          STATION RECOVERY (1993)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1922'THE STATION IS LOCATED IN THE ROAD RIGHT OF WAY ABOUT 22.5 KM
 FC1922'(14.00 MI) WEST OF KNOXVILLE, 9.2 KM (5.70 MI) NW OF THE JUNCTION OF
 FC1922'INTERSTATE 40, 75 AND STATE ROUTE 162 (THE PELLISSIPPI PARKWAY) ALONG
 FC1922'STATE ROUTE 162, AND JUST SOUTH OF THE JUNCTION OF STATE ROUTE 162
 FC1922'AND 62 IN A GRASSY MEDIAN STRIP ON STATE ROUTE 162 ABOUT 0.40 KM
 FC1922'(0.25 MI) NORTH OF A SUMMIT.
 FC1922'STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 8.8 M (28.9 FT)
 FC1922'WITH A LOGO CAP STAMPED ---GPS 21 1987--- AND AN IRON ROD SET IN
 FC1922'CONCRETE FLUSH WITH THE GROUND. IT IS LOCATED 72.76 M (238.71 FT)
 FC1922'NORTH FROM THE CENTERLINE OF A PAVED CROSSOVER, 25.60 M (83.99 FT)
 FC1922'EAST FROM THE CENTERLINE OF THE SOUTHBOUND LANES, 13.4 M (44.0 FT)
 FC1922'WEST FROM THE CENTERLINE OF THE NORTHBOUND LANES AND 1.2 M (3.9 FT)
 FC1922'BELOW SAME, 4.57 M (14.99 FT) EAST FROM THE CENTER OF A CONCRETE
 FC1922'DITCH, 0.30 M (0.98 FT) NORTHWEST OF A CRUSHED FIBERGLASS WITNESS
 FC1922'POST.
 FC1922
 FC1922                          STATION RECOVERY (1995)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1922'RECOVERED AS DESCRIBED.
 FC1922
 FC1922                          STATION RECOVERY (2003)
 FC1922
 FC1922'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1922'RECOVERED AS DESCRIBED.
 FC1922
 FC1922                          STATION RECOVERY (2004)
 FC1922
 FC1922'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL)
 FC1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7699 ***********************************************************************
 DG7699  CBN         -  This is a Cooperative Base Network Control Station.
 DG7699  DESIGNATION -  GPS 21 RESET
 DG7699  PID         -  DG7699
 DG7699  STATE/COUNTY-  TN/KNOX
 DG7699  USGS QUAD   -  LOVELL (1990)
 DG7699
 DG7699                         *CURRENT SURVEY CONTROL
 DG7699  ___________________________________________________________________
 DG7699* NAD 83(1995)-  35 56 54.96462(N)    084 09 44.46778(W)     ADJUSTED  
 DG7699* NAVD 88     -       304.0    (meters)     997.     (feet)  GPS OBS   
 DG7699  ___________________________________________________________________
 DG7699  X           -     525,796.937 (meters)                     COMP
 DG7699  Y           -  -5,142,761.311 (meters)                     COMP
 DG7699  Z           -   3,723,736.731 (meters)                     COMP
 DG7699  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG7699  ELLIP HEIGHT-         273.37  (meters)          (08/03/04) GPS OBS
 DG7699  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DG7699
 DG7699  HORZ ORDER  -  A
 DG7699  ELLP ORDER  -  FOURTH    CLASS I
 DG7699
 DG7699.The horizontal coordinates were established by GPS observations
 DG7699.and adjusted by the National Geodetic Survey in August 2004..
 DG7699
 DG7699.The orthometric height was determined by GPS observations and a
 DG7699.high-resolution geoid model.
 DG7699
 DG7699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7699
 DG7699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7699
 DG7699.The ellipsoidal height was determined by GPS observations
 DG7699.and is referenced to NAD 83.
 DG7699
 DG7699.The geoid height was determined by GEOID03.
 DG7699
 DG7699;                    North         East     Units Scale Factor Converg.
 DG7699;SPC TN       -   180,769.037   765,778.589   MT  0.99995039   +1 04 33.0
 DG7699;SPC TN       -   593,073.08  2,512,391.92   sFT  0.99995039   +1 04 33.0
 DG7699;UTM  16      - 3,981,970.226   755,949.094   MT  1.00040729   +1 40 00.4
 DG7699
 DG7699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7699!SPC TN       -   0.99995710  x   0.99995039  =   0.99990749
 DG7699!UTM  16      -   0.99995710  x   1.00040729  =   1.00036437
 DG7699
 DG7699                          SUPERSEDED SURVEY CONTROL
 DG7699
 DG7699.No superseded survey control is available for this station.
 DG7699
 DG7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5594981970(NAD 83)
 DG7699_MARKER: DD = SURVEY DISK
 DG7699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7699_STAMPING: GPS 21 RESET
 DG7699_MARK LOGO: TNDT  
 DG7699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7699+STABILITY: SURFACE MOTION
 DG7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7699+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7699
 DG7699  HISTORY     - Date     Condition        Report By
 DG7699  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7699
 DG7699                          STATION DESCRIPTION
 DG7699
 DG7699'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7699'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF OAK RIDGE, 29 KM
 DG7699'SOUTHWEST OF KNOXVILLE AND AT THE SOUTH EAST CORNER OF PELLISSIPPI
 DG7699'STATE CAMPUS.
 DG7699' 
 DG7699'THE STATION IS ON THE PROPERTY OF PELLISSIPPI STATE COMMUNITY COLLEGE.
 DG7699'TO REACH THE STATION FROM THE INTERSECTION OF SR 162 AND HARDIN VALLEY
 DG7699'ROAD, GO SOUTHWEST ON HARDIN VALLEY ROAD FOR 0.16 KM TO ENTRANCE ON
 DG7699'THE RIGHT TO PELLISSIPPI STATE COLLEGE.  TURN RIGHT AND GO 0.28 KM TO
 DG7699'STATION ON THE RIGHT ON TOP OF 5 FT BANK NEAR SOUTHEAST CORNER OF
 DG7699'GRAVEL PARKING LOT.
 DG7699' 
 DG7699'THE STATION IS A 3.5 INCH DISK ATOP 5/8 INCH REBAR AND SET IN A 12
 DG7699'INCH ROUND CONCRETE POST, 0.85 M SOUTHEAST OF WITNESS POST, 12.2 M
 DG7699'NORTHWEST OF CENTERLINE OF ASPHALT WALKING TRAIL, 23.7 M NORTHEAST OF
 DG7699'KEMP FAIN TRAIL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1923 ***********************************************************************
 FC1923  CBN         -  This is a Cooperative Base Network Control Station.
 FC1923  DESIGNATION -  GPS 22
 FC1923  PID         -  FC1923
 FC1923  STATE/COUNTY-  TN/ROANE
 FC1923  USGS QUAD   -  ELVERTON (1990)
 FC1923
 FC1923                         *CURRENT SURVEY CONTROL
 FC1923  ___________________________________________________________________
 FC1923* NAD 83(1995)-  35 58 13.97076(N)    084 29 53.89903(W)     ADJUSTED  
 FC1923* NAVD 88     -       248.07   (meters)     813.9    (feet)  N HEIGHT  
 FC1923  ___________________________________________________________________
 FC1923  X           -     495,492.158 (meters)                     COMP
 FC1923  Y           -  -5,144,287.924 (meters)                     COMP
 FC1923  Z           -   3,725,675.375 (meters)                     COMP
 FC1923  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FC1923  ELLIP HEIGHT-         218.05  (meters)          (08/03/04) GPS OBS
 FC1923  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC1923  DYNAMIC HT  -         247.85  (meters)     813.2   (feet)  COMP
 FC1923  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 FC1923
 FC1923  HORZ ORDER  -  B
 FC1923  VERT ORDER  -  THIRD
 FC1923  ELLP ORDER  -  FOURTH    CLASS I
 FC1923
 FC1923.The horizontal coordinates were established by GPS observations
 FC1923.and adjusted by the National Geodetic Survey in December 1995..
 FC1923
 FC1923.The orthometric height was determined by differential leveling
 FC1923.and adjusted by the National Geodetic Survey in August 1996..
 FC1923.The height was determined by precise leveling from only one NSRS
 FC1923.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FC1923.allowed ONLY to validate the GPS-derived height.
 FC1923
 FC1923.Photographs are available for this station.
 FC1923
 FC1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1923
 FC1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1923
 FC1923.The ellipsoidal height was determined by GPS observations
 FC1923.and is referenced to NAD 83.
 FC1923
 FC1923.The geoid height was determined by GEOID03.
 FC1923
 FC1923.The dynamic height is computed by dividing the NAVD 88
 FC1923.geopotential number by the normal gravity value computed on the
 FC1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1923.degrees latitude (g = 980.6199 gals.).
 FC1923
 FC1923.The modeled gravity was interpolated from observed gravity values.
 FC1923
 FC1923;                    North         East     Units Scale Factor Converg.
 FC1923;SPC TN       -   182,686.679   735,436.740   MT  0.99995123   +0 52 44.9
 FC1923;SPC TN       -   599,364.55  2,412,845.37   sFT  0.99995123   +0 52 44.9
 FC1923;UTM  16      - 3,983,575.421   725,578.016   MT  1.00022705   +1 28 12.1
 FC1923
 FC1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1923!SPC TN       -   0.99996578  x   0.99995123  =   0.99991701
 FC1923!UTM  16      -   0.99996578  x   1.00022705  =   1.00019282
 FC1923
 FC1923                          SUPERSEDED SURVEY CONTROL
 FC1923
 FC1923  ELLIP H (12/14/95)  218.05   (m)                       GP(       ) 1 2
 FC1923  NAD 83(1995)-  35 58 13.97329(N)    084 29 53.90391(W) AD(       ) B
 FC1923  ELLIP H (09/07/90)  217.95   (m)                       GP(       ) 4 1
 FC1923  NAVD 88 (02/01/05)  248.09   (m)          813.9    (f) LEVELING    3  
 FC1923  NAVD 88 (12/14/95)  248.07   (m)          813.9    (f) LEVELING    3  
 FC1923  NGVD 29 (??/??/??)  248.19   (m)          814.3    (f) N HEIGHT    3  
 FC1923
 FC1923.Superseded values are not recommended for survey control.
 FC1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1923.See file dsdata.txt to determine how the superseded data were derived.
 FC1923
 FC1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2557883575(NAD 83)
 FC1923_MARKER: I = METAL ROD
 FC1923_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1923_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1923_STAMPING: GPS 22 1987
 FC1923_MARK LOGO: NGS   
 FC1923_PROJECTION: FLUSH
 FC1923_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1923+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 FC1923_ROD/PIPE-DEPTH: 9.10 meters
 FC1923_SLEEVE-DEPTH  : 0.90 meters
 FC1923
 FC1923  HISTORY     - Date     Condition        Report By
 FC1923  HISTORY     - 1987     MONUMENTED       NGS
 FC1923  HISTORY     - 1987     GOOD             NGS
 FC1923  HISTORY     - 19930513 GOOD             NOS
 FC1923  HISTORY     - 19950607 GOOD             NGS
 FC1923  HISTORY     - 20020207 GOOD             NGS
 FC1923  HISTORY     - 20020210 GOOD             NGS
 FC1923  HISTORY     - 20031010 GOOD             TNDT
 FC1923  HISTORY     - 20050404 GOOD             CAS
 FC1923
 FC1923                          STATION DESCRIPTION
 FC1923
 FC1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1923'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF HARRIMAN,
 FC1923'AT THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY 27.
 FC1923'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FC1923'
 FC1923'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 61 AND U.S.
 FC1923'HIGHWAY 27 NEAR THE SOUTHWEST CORNER OF THE BRIDGE OVER STATE ROUTE
 FC1923'61.
 FC1923'
 FC1923'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FC1923'(30 FT).  THE LOGO CAP IS STAMPED---GPS 22 1987---, AND A STEEL
 FC1923'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 7.9 METERS (26 FT) SOUTH
 FC1923'FROM THE CENTERLINE OF U.S. HIGHWAY 27 AND 0.5 METERS (1.5 FT) BELOW
 FC1923'SAME, 6.1 METERS (20 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 FC1923'BRIDGE, 0.34 METERS (1.1 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FC1923
 FC1923                          STATION RECOVERY (1987)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1923'RECOVERED IN GOOD CONDITION.
 FC1923
 FC1923                          STATION RECOVERY (1993)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1923'RECOVERED IN GOOD CONDITION.
 FC1923
 FC1923                          STATION RECOVERY (1995)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1923'RECOVERED AS DESCRIBED.
 FC1923
 FC1923                          STATION RECOVERY (2002)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC1923'RECOVERED AS DESCRIBED
 FC1923' 
 FC1923'
 FC1923
 FC1923                          STATION RECOVERY (2002)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC1923'RECOVERED AS DESCRIBED.
 FC1923' 
 FC1923'
 FC1923
 FC1923                          STATION RECOVERY (2003)
 FC1923
 FC1923'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1923'RECOVERED AS DESCRIBED.
 FC1923
 FC1923                          STATION RECOVERY (2005)
 FC1923
 FC1923'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FC1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2009 ***********************************************************************
 FC2009  DESIGNATION -  GPS 22
 FC2009  PID         -  FC2009
 FC2009  STATE/COUNTY-  TN/KNOX
 FC2009  USGS QUAD   -  LOVELL (1990)
 FC2009
 FC2009                         *CURRENT SURVEY CONTROL
 FC2009  ___________________________________________________________________
 FC2009* NAD 83(1995)-  35 56 55.94471(N)    084 09 26.17639(W)     ADJUSTED  
 FC2009* NAVD 88     -       308.1    (meters)    1011.     (feet)  VERTCON   
 FC2009  ___________________________________________________________________
 FC2009  X           -     526,251.521 (meters)                     COMP
 FC2009  Y           -  -5,142,700.299 (meters)                     COMP
 FC2009  Z           -   3,723,763.577 (meters)                     COMP
 FC2009  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FC2009  ELLIP HEIGHT-         277.44  (meters)          (04/12/99) GPS OBS
 FC2009  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC2009
 FC2009  HORZ ORDER  -  FIRST
 FC2009  ELLP ORDER  -  FOURTH    CLASS I
 FC2009
 FC2009.The horizontal coordinates were established by GPS observations
 FC2009.and adjusted by the National Geodetic Survey in April 1999..
 FC2009
 FC2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2009
 FC2009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2009
 FC2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2009
 FC2009.The ellipsoidal height was determined by GPS observations
 FC2009.and is referenced to NAD 83.
 FC2009
 FC2009.The geoid height was determined by GEOID03.
 FC2009
 FC2009;                    North         East     Units Scale Factor Converg.
 FC2009;SPC TN       -   180,807.857   766,236.330   MT  0.99995040   +1 04 43.7
 FC2009;SPC TN       -   593,200.44  2,513,893.69   sFT  0.99995040   +1 04 43.7
 FC2009;UTM  16      - 3,982,013.785   756,406.620   MT  1.00041018   +1 40 11.2
 FC2009
 FC2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2009!SPC TN       -   0.99995646  x   0.99995040  =   0.99990686
 FC2009!UTM  16      -   0.99995646  x   1.00041018  =   1.00036662
 FC2009
 FC2009                          SUPERSEDED SURVEY CONTROL
 FC2009
 FC2009  NAD 83(1995)-  35 56 55.94612(N)    084 09 26.18210(W) AD(       ) 1
 FC2009  ELLIP H (05/28/93)  277.43   (m)                       GP(       ) 4 2
 FC2009  NGVD 29 (05/28/93)  308.3    (m)         1011.     (f) GPS OBS        
 FC2009
 FC2009.Superseded values are not recommended for survey control.
 FC2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2009.See file dsdata.txt to determine how the superseded data were derived.
 FC2009
 FC2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5640782014(NAD 83)
 FC2009_MARKER: DD = SURVEY DISK
 FC2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2009+STABILITY: SURFACE MOTION
 FC2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2009+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2009
 FC2009  HISTORY     - Date     Condition        Report By
 FC2009  HISTORY     - 1988     MONUMENTED       AEROS
 FC2009
 FC2009                          STATION DESCRIPTION
 FC2009
 FC2009'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2009'THE STATION IS LOCATED ABOUT 21.1 KM (13.0 MI) WEST-SOUTHWEST OF
 FC2009'DOWNTOWN KNOXVILLE,
 FC2009'6.5 KM (4.0 MI) NORTH-NORTHEAST OF FARRAGUT, 6.5 KM (4.0 MI)
 FC2009'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 162 AND 62.
 FC2009'OWNERSHIP--KNOX COUNTY.
 FC2009'
 FC2009'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FC2009'HIGHWAY 162 (PELLISSIPPI PARKWAY), GO NORTH FOR ABOUT 3 KM (2 MI)
 FC2009'ON STATE HIGHWAY 162 TO AN OVERPASS.  CONTINUE STRAIGHT AHEAD AND
 FC2009'GO NORTH FOR 2.1 KM (1.3 MI) ON STATE HIGHWAY 162 TO THE HARDIN
 FC2009'VALLEY ROAD EXIT.  DO NOT EXIT, BUT CONTINUE STRAIGHT AHEAD FOR 0.5
 FC2009'KM (0.3 M ) ON STATE HIGHWAY 162 TO A U-TURN IN THE MEDIAN.  THERE
 FC2009'IS AN EXTRA LANE THERE FOR SAFE TURNING.  TAKE THE U-TURN AND GO
 FC2009'SOUTH FOR 0.3 KM (0.2 MI) ON STATE HIGHWAY 162 TO THE STATION ON
 FC2009'THE RIGHT, SET IN THE GRASSY ISLAND OF THE EXIT.
 FC2009'
 FC2009'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK
 FC2009'STAMPED---KNOX COUNTY GPS 22 1985---,
 FC2009'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2009'25.5 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2009'77.1 METERS (253.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 FC2009'THE WESTERNMOST ABUTMENT,
 FC2009'17.9 METERS (58.9 FT) WEST FROM THE WEST EDGE OF THE ROAD PAVING OF
 FC2009'THE SOUTH BOUND LANES, AND
 FC2009'27.3 METERS (89.7 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 FC2009'NORTHERNMOST TREE OF A CIRCULAR ROW OF TREES ALONG THE WESTERN EDGE
 FC2009'OF THE SOUTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1924 ***********************************************************************
 FC1924  CBN         -  This is a Cooperative Base Network Control Station.
 FC1924  DESIGNATION -  GPS 23
 FC1924  PID         -  FC1924
 FC1924  STATE/COUNTY-  TN/CUMBERLAND
 FC1924  USGS QUAD   -  CROSSVILLE (1982)
 FC1924
 FC1924                         *CURRENT SURVEY CONTROL
 FC1924  ___________________________________________________________________
 FC1924* NAD 83(1995)-  35 59 59.73334(N)    085 02 40.17756(W)     ADJUSTED  
 FC1924* NAVD 88     -       533.47   (meters)    1750.2    (feet)  N HEIGHT  
 FC1924  ___________________________________________________________________
 FC1924  X           -     446,285.558 (meters)                     COMP
 FC1924  Y           -  -5,147,100.299 (meters)                     COMP
 FC1924  Z           -   3,728,481.693 (meters)                     COMP
 FC1924  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FC1924  ELLIP HEIGHT-         504.72  (meters)          (08/03/04) GPS OBS
 FC1924  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC1924  DYNAMIC HT  -         532.98  (meters)    1748.6   (feet)  COMP
 FC1924  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FC1924
 FC1924  HORZ ORDER  -  B
 FC1924  VERT ORDER  -  THIRD
 FC1924  ELLP ORDER  -  FOURTH    CLASS I
 FC1924
 FC1924.The horizontal coordinates were established by GPS observations
 FC1924.and adjusted by the National Geodetic Survey in December 1995..
 FC1924
 FC1924.The orthometric height was determined by differential leveling
 FC1924.and adjusted by the National Geodetic Survey in August 1996..
 FC1924.The height was determined by precise leveling from only one NSRS
 FC1924.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FC1924.allowed ONLY to validate the GPS-derived height.
 FC1924
 FC1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1924
 FC1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1924
 FC1924.The ellipsoidal height was determined by GPS observations
 FC1924.and is referenced to NAD 83.
 FC1924
 FC1924.The geoid height was determined by GEOID03.
 FC1924
 FC1924.The dynamic height is computed by dividing the NAVD 88
 FC1924.geopotential number by the normal gravity value computed on the
 FC1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1924.degrees latitude (g = 980.6199 gals.).
 FC1924
 FC1924.The modeled gravity was interpolated from observed gravity values.
 FC1924
 FC1924;                    North         East     Units Scale Factor Converg.
 FC1924;SPC TN       -   185,327.762   686,146.592   MT  0.99995258   +0 33 33.8
 FC1924;SPC TN       -   608,029.50  2,251,132.61   sFT  0.99995258   +0 33 33.8
 FC1924;UTM  16      - 3,985,708.581   676,255.961   MT  0.99998280   +1 08 59.0
 FC1924
 FC1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1924!SPC TN       -   0.99992079  x   0.99995258  =   0.99987337
 FC1924!UTM  16      -   0.99992079  x   0.99998280  =   0.99990359
 FC1924
 FC1924                          SUPERSEDED SURVEY CONTROL
 FC1924
 FC1924  ELLIP H (12/14/95)  504.70   (m)                       GP(       ) 1 2
 FC1924  NAD 83(1995)-  35 59 59.73642(N)    085 02 40.18260(W) AD(       ) B
 FC1924  ELLIP H (09/07/90)  504.66   (m)                       GP(       ) 4 1
 FC1924  NAVD 88 (12/14/95)  533.47   (m)         1750.2    (f) LEVELING    3  
 FC1924  NGVD 29 (??/??/??)  533.54   (m)         1750.5    (f) N HEIGHT    3  
 FC1924
 FC1924.Superseded values are not recommended for survey control.
 FC1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1924.See file dsdata.txt to determine how the superseded data were derived.
 FC1924
 FC1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7625685709(NAD 83)
 FC1924_MARKER: DH = HORIZONTAL CONTROL DISK
 FC1924_SETTING: 66 = SET IN ROCK OUTCROP
 FC1924_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FC1924_STAMPING: GPS 23 1987
 FC1924_MARK LOGO: NGS   
 FC1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1924+STABILITY: POSITION/ELEVATION WELL
 FC1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1924+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1924
 FC1924  HISTORY     - Date     Condition        Report By
 FC1924  HISTORY     - 1987     MONUMENTED       NGS
 FC1924  HISTORY     - 19891006 GOOD
 FC1924  HISTORY     - 19930413 GOOD             NOS
 FC1924  HISTORY     - 19950609 GOOD             NGS
 FC1924  HISTORY     - 20031010 GOOD             TNDT
 FC1924
 FC1924                          STATION DESCRIPTION
 FC1924
 FC1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1924'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTH OF CROSSVILLE, AT
 FC1924'THE JUNCTION OF INTERSTATE 40 AND U.S. HIGHWAY 127.
 FC1924'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1924'
 FC1924'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 40 AND U.S.
 FC1924'HIGHWAY 127 IN A ROCK OUTCROP IN THE TRIANGLE PLOT OF GROUND FORMED
 FC1924'BY U.S. HIGHWAY 127, EASTBOUND INTERSTATE 40, AND THE EASTBOUND
 FC1924'ENTRANCE RAMP.
 FC1924'
 FC1924'THE STATION IS A STANDARD NGS DISK
 FC1924'STAMPED---GPS 23 1987---,
 FC1924'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 3.0 METERS (10
 FC1924'FT) BY 0.9 METERS (3 FT) FLUSH WITH GROUND.  LOCATED
 FC1924'83.2 METERS (273 FT) EAST FROM THE SOUTHEAST CORNER OF THE OVERPASS
 FC1924'BRIDGE,
 FC1924'25.0 METERS (82 FT) NORTHWEST FROM THE ENTRANCE RAMP CENTERLINE,
 FC1924'16.8 METERS (55 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 FC1924'EASTBOUND LANES OF INTERSTATE 40 AND LEVEL WITH SAME,
 FC1924'0.7 METERS (2.2 FT) WEST FROM A FIBERGLASS WITNESS POST CEMENTED IN
 FC1924'THE ROCK.
 FC1924
 FC1924                          STATION RECOVERY (1989)
 FC1924
 FC1924'RECOVERED 1989
 FC1924'RECOVERED IN GOOD CONDITION.
 FC1924
 FC1924                          STATION RECOVERY (1993)
 FC1924
 FC1924'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FC1924'RECOVERED AS DESCRIBED.
 FC1924
 FC1924                          STATION RECOVERY (1995)
 FC1924
 FC1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1924'RECOVERED AS DESCRIBED.
 FC1924
 FC1924                          STATION RECOVERY (2003)
 FC1924
 FC1924'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1924'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2654 ***********************************************************************
 GB2654  CBN         -  This is a Cooperative Base Network Control Station.
 GB2654  DESIGNATION -  GPS 24
 GB2654  PID         -  GB2654
 GB2654  STATE/COUNTY-  TN/WHITE
 GB2654  USGS QUAD   -  BURGESS FALLS (1986)
 GB2654
 GB2654                         *CURRENT SURVEY CONTROL
 GB2654  ___________________________________________________________________
 GB2654* NAD 83(1995)-  36 00 18.93229(N)    085 30 12.08369(W)     ADJUSTED  
 GB2654* NAVD 88     -       314.53   (meters)    1031.9    (feet)  LEVELING  
 GB2654  ___________________________________________________________________
 GB2654  X           -     405,009.085 (meters)                     COMP
 GB2654  Y           -  -5,149,985.594 (meters)                     COMP
 GB2654  Z           -   3,728,831.462 (meters)                     COMP
 GB2654  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GB2654  ELLIP HEIGHT-         285.30  (meters)          (08/03/04) GPS OBS
 GB2654  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB2654
 GB2654  HORZ ORDER  -  B
 GB2654  VERT ORDER  -  THIRD
 GB2654  ELLP ORDER  -  FOURTH    CLASS I
 GB2654
 GB2654.The horizontal coordinates were established by GPS observations
 GB2654.and adjusted by the National Geodetic Survey in December 1995..
 GB2654
 GB2654.The orthometric height was determined by differential leveling.
 GB2654.The vertical network tie was performed by a horz. field party for horz.
 GB2654.obs reductions. Reset procedures were used to establish the elevation.
 GB2654
 GB2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2654
 GB2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2654
 GB2654.The ellipsoidal height was determined by GPS observations
 GB2654.and is referenced to NAD 83.
 GB2654
 GB2654.The geoid height was determined by GEOID03.
 GB2654
 GB2654;                    North         East     Units Scale Factor Converg.
 GB2654;SPC TN       -   185,612.552   644,773.926   MT  0.99995285   +0 17 26.7
 GB2654;SPC TN       -   608,963.85  2,115,395.79   sFT  0.99995285   +0 17 26.7
 GB2654;UTM  16      - 3,985,567.511   634,884.737   MT  0.99982418   +0 52 47.8
 GB2654
 GB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2654!SPC TN       -   0.99995522  x   0.99995285  =   0.99990808
 GB2654!UTM  16      -   0.99995522  x   0.99982418  =   0.99977941
 GB2654
 GB2654                          SUPERSEDED SURVEY CONTROL
 GB2654
 GB2654  ELLIP H (12/14/95)  285.31   (m)                       GP(       ) 1 2
 GB2654  NAD 83(1995)-  36 00 18.93493(N)    085 30 12.08919(W) AD(       ) B
 GB2654  ELLIP H (09/07/90)  285.26   (m)                       GP(       ) 4 1
 GB2654  NGVD 29 (09/03/94)  314.63   (m)         1032.2    (f) LEVELING    3  
 GB2654
 GB2654.Superseded values are not recommended for survey control.
 GB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2654.See file dsdata.txt to determine how the superseded data were derived.
 GB2654
 GB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3488585568(NAD 83)
 GB2654_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2654_SETTING: 66 = SET IN ROCK OUTCROP
 GB2654_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2654_STAMPING: GPS 24 1987
 GB2654_MARK LOGO: NGS   
 GB2654_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2654+STABILITY: POSITION/ELEVATION WELL
 GB2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2654+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 GB2654
 GB2654  HISTORY     - Date     Condition        Report By
 GB2654  HISTORY     - 1987     MONUMENTED       NGS
 GB2654  HISTORY     - 19890905 GOOD
 GB2654  HISTORY     - 19930417 GOOD             NOS
 GB2654  HISTORY     - 19950609 GOOD             NGS
 GB2654  HISTORY     - 20031010 GOOD             TNDT
 GB2654  HISTORY     - 20060913 GOOD             TVA
 GB2654
 GB2654                          STATION DESCRIPTION
 GB2654
 GB2654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2654'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 GB2654'SOUTH OF COOKVILLE, IN A BEDROCK OUTCROP ON THE EAST RIGHT-OF-WAY
 GB2654'OF OLD STATE ROUTE 111, JUST WEST-SOUTHWEST OF AN ELABORATE HOUSE
 GB2654'PARTLY BUILT OF STONE.
 GB2654'OWNERSHIP--STATE RIGHT-OF-WAY.
 GB2654'
 GB2654'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 (EXIT 288)
 GB2654'AND STATE ROUTE 111 SOUTHEAST OF COOKEVILLE GO
 GB2654'SOUTH FOR 5.2 KM (3.2 MI) ON STATE ROUTE 111 TO THE PUTNAM/WHITE
 GB2654'COUNTY LINE.
 GB2654'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 10.1 KM (6.3 MI) ON STATE
 GB2654'ROUTE 111 TO THE STATION ON THE LEFT.  (THIS TO REACH DESCRIPTION
 GB2654'IS BASED ON THE EXISTING 2 LAND ROAD WHICH IS NOW BEING REBUILT
 GB2654'INTO A LIMITED ACCESS HIGHWAY).
 GB2654'
 GB2654'THE STATION IS A STANDARD NGS DISK
 GB2654'STAMPED---GPS 24 1987---,
 GB2654'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.5 METERS (1.5
 GB2654'FT) BY 0.9 METERS (3 FT) PROJECTING 0.15 METERS (0.5 FT).  LOCATED
 GB2654'53.6 METERS (176 FT) SOUTH FROM THE CENTER OF THE DRIVEWAY LEADING
 GB2654'TO THE STONE HOUSE,
 GB2654'25.9 METERS (85 FT) SOUTH-SOUTHWEST FROM A CONCRETE RIGHT-OF-WAY
 GB2654'MARKER,
 GB2654'8.5 METERS (28 FT) EAST FROM THE CENTER OF STATE ROUTE 111 AND 0.3
 GB2654'METERS (1 FT) ABOVE SAME,
 GB2654'7.9 METERS (26 FT) WEST FROM THE EAST RIGHT-OF-WAY FENCE,
 GB2654'0.6 METERS (1.9 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GB2654
 GB2654                          STATION RECOVERY (1989)
 GB2654
 GB2654'RECOVERED 1989
 GB2654'RECOVERED IN GOOD CONDITION.
 GB2654
 GB2654                          STATION RECOVERY (1993)
 GB2654
 GB2654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GB2654'NEW TO REACH FOLLOWS. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GB2654'40 (EXIT 288) AND STATE ROUTE 111 SOUTHEAST OF COOKEVILLE, TN GO SOUTH
 GB2654'3.2 MI (5.15 KM) ON S.R. 111 TO THE PUTNAM/WHITE COUNTY LINE.
 GB2654'CONTINUE SOUTH FOR 4.1 MI (6.60 KM) ALONG S.R. 111 TO THE OLD CONNOR
 GB2654'ROAD EXIT.  AT THE TOP OF THE EXIT RAMP TURN LEFT HEADING EAST ON OLD
 GB2654'CONNOR ROAD FOR .25 MI (0.40 KM) TO THE INTERSECTION OF OLD CONNOR
 GB2654'ROAD AND OLD S.R. 111.  TURN RIGHT HEADING SOUTH FOR 0.8 MI (1.29 KM)
 GB2654'TO THE STATION ON THE LEFT, JUST SOUTH OF AN ASPHALT DRIVE LEADING TO
 GB2654'A RESIDENCE (NUMBER 218).
 GB2654
 GB2654                          STATION RECOVERY (1995)
 GB2654
 GB2654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2654'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF COOKEVILLE,
 GB2654'IN A BEDROCK OUTCROP ON THE EAST RIGHT-OF-WAY OF OLD STATE ROUTE 111,
 GB2654'JUST WEST-SOUTHWEST OF AN ELABORATE HOUSE PARTLY BUILT OF STONE.
 GB2654'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 GB2654'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE ROUTE 111
 GB2654'SOUTHEAST OF COOKEVILLE, GO SOUTH FOR 6.5 KM (4.05 MI) ON STATE ROUTE
 GB2654'111 TO THE PUTNAM/WHITE COUNTY LINE.  CONTINUE STRAIGHT AHEAD AND GO
 GB2654'SOUTH FOR 6.8 KM (4.20 MI) ON STATE ROUTE 111 TO THE OCONNOR RD EXIT.
 GB2654'AT THE INTERSECTION OF OCONNOR RD AND THE STATE ROUTE 111 EXIT RAMP,
 GB2654'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF OLD
 GB2654'STATE ROUTE 111.  TURN RIGHT AND GO SOUTH FOR 1.5 KM (0.95 MI) TO THE
 GB2654'STATION ON LEFT.  THE STATION IS SET INTO A DRILL HOLE IN BEDROCK
 GB2654'OUTCROP MEASURING 0.5 M (1.6 FT) BY 0.9 M (3.0 FT) PROJECTING 0.15 M
 GB2654'(0.49 FT) ABOVE GROUND.  LOCATED 53.6 M (175.9 FT) SOUTH FROM THE
 GB2654'CENTER OF THE DRIVEWAY LEADING TO THE STONE HOUSE, 25.9 M (85.0 FT)
 GB2654'SOUTH-SOUTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER, 8.5 M (27.9 FT)
 GB2654'EAST FROM THE CENTER OF OLD STATE ROUTE 111 AND 0.3 M (1.0 FT) ABOVE
 GB2654'SAME, 7.9 M (25.9 FT) WEST FROM THE EAST RIGHT-OF-WAY FENCE, 0.6 M
 GB2654'(2.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GB2654
 GB2654                          STATION RECOVERY (2003)
 GB2654
 GB2654'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2654'RECOVERED AS DESCRIBED.
 GB2654
 GB2654                          STATION RECOVERY (2006)
 GB2654
 GB2654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB2654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2655 ***********************************************************************
 GB2655  CBN         -  This is a Cooperative Base Network Control Station.
 GB2655  DESIGNATION -  GPS 25
 GB2655  PID         -  GB2655
 GB2655  STATE/COUNTY-  TN/DE KALB
 GB2655  USGS QUAD   -  LIBERTY (1982)
 GB2655
 GB2655                         *CURRENT SURVEY CONTROL
 GB2655  ___________________________________________________________________
 GB2655* NAD 83(1995)-  36 00 13.92199(N)    085 58 26.32378(W)     ADJUSTED  
 GB2655* NAVD 88     -       185.73   (meters)     609.3    (feet)  LEVELING  
 GB2655  ___________________________________________________________________
 GB2655  X           -     362,693.444 (meters)                     COMP
 GB2655  Y           -  -5,153,125.059 (meters)                     COMP
 GB2655  Z           -   3,728,630.745 (meters)                     COMP
 GB2655  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GB2655  ELLIP HEIGHT-         156.38  (meters)          (08/03/04) GPS OBS
 GB2655  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB2655
 GB2655  HORZ ORDER  -  B
 GB2655  VERT ORDER  -  THIRD
 GB2655  ELLP ORDER  -  FOURTH    CLASS I
 GB2655
 GB2655.The horizontal coordinates were established by GPS observations
 GB2655.and adjusted by the National Geodetic Survey in December 1995..
 GB2655
 GB2655.The orthometric height was determined by differential leveling.
 GB2655.The vertical network tie was performed by a horz. field party for horz.
 GB2655.obs reductions. Reset procedures were used to establish the elevation.
 GB2655
 GB2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2655
 GB2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2655
 GB2655.The ellipsoidal height was determined by GPS observations
 GB2655.and is referenced to NAD 83.
 GB2655
 GB2655.The geoid height was determined by GEOID03.
 GB2655
 GB2655;                    North         East     Units Scale Factor Converg.
 GB2655;SPC TN       -   185,344.838   602,345.939   MT  0.99995278   +0 00 54.8
 GB2655;SPC TN       -   608,085.52  1,976,196.63   sFT  0.99995278   +0 00 54.8
 GB2655;UTM  16      - 3,984,864.117   592,469.874   MT  0.99970536   +0 36 11.4
 GB2655
 GB2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2655!SPC TN       -   0.99997546  x   0.99995278  =   0.99992824
 GB2655!UTM  16      -   0.99997546  x   0.99970536  =   0.99968082
 GB2655
 GB2655                          SUPERSEDED SURVEY CONTROL
 GB2655
 GB2655  ELLIP H (12/14/95)  156.50   (m)                       GP(       ) 1 2
 GB2655  NAD 83(1995)-  36 00 13.92455(N)    085 58 26.32806(W) AD(       ) B
 GB2655  ELLIP H (09/07/90)  156.40   (m)                       GP(       ) 4 1
 GB2655  NGVD 29 (??/??/??)  185.86   (m)          609.8    (f) N HEIGHT    3  
 GB2655
 GB2655.Superseded values are not recommended for survey control.
 GB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2655.See file dsdata.txt to determine how the superseded data were derived.
 GB2655
 GB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9247084864(NAD 83)
 GB2655_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2655_SETTING: 66 = SET IN ROCK OUTCROP
 GB2655_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2655_STAMPING: GPS 25 1987
 GB2655_MARK LOGO: NGS   
 GB2655_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2655+STABILITY: POSITION/ELEVATION WELL
 GB2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2655+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 GB2655
 GB2655  HISTORY     - Date     Condition        Report By
 GB2655  HISTORY     - 1987     MONUMENTED       NGS
 GB2655  HISTORY     - 19891103 GOOD
 GB2655  HISTORY     - 19950609 GOOD             NGS
 GB2655  HISTORY     - 20031010 GOOD             TNDT
 GB2655  HISTORY     - 20060907 GOOD             INDIV
 GB2655
 GB2655                          STATION DESCRIPTION
 GB2655
 GB2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2655'THE STATION IS LOCATED ABOUT 45 KM (28 MI) WEST-SOUTHWEST OF
 GB2655'COOKVILLE,
 GB2655'35 KM (22 MI) SOUTHEAST OF LEBANON, IN LIBERTY AT THE SALEM BAPTIST
 GB2655'CHURCH IN A BEDROCK OUTCROP.
 GB2655'OWNERSHIP--SALEM BAPTIST CHURCH
 GB2655'
 GB2655'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND U.S.
 GB2655'HIGHWAY 70 AT THE WEST EDGE OF LIBERTY GO SOUTH FOR
 GB2655'0.08 KM (0.05 MI) ON STATE ROUTE 53 TO THE INTERSECTION OF MAIN
 GB2655'STREET.
 GB2655'TURN LEFT AND GO EAST FOR 0.56 KM (0.35 MI) ON MAIN STREET TO THE
 GB2655'CHURCH ON THE RIGHT AND THE STATION.
 GB2655'
 GB2655'THE STATION IS A STANDARD NGS DISK
 GB2655'STAMPED---GPS 25 1987---,
 GB2655'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 1.2 METERS (4
 GB2655'FT) BY 0.3 METERS (1 FT) FLUSH WITH GROUND.  LOCATED
 GB2655'46.48 METERS (152.5 FT) NORTHEAST FROM THE EAST CORNER OF THE
 GB2655'CHURCH,
 GB2655'30.8 METERS (101 FT) SOUTH FROM A FIRE HYDRANT,
 GB2655'25.6 METERS (84 FT) SOUTH FROM THE CENTER OF MAIN STREET,
 GB2655'25.0 METERS (82 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 GB2655'CEMETERY WALL,
 GB2655'5.2 METERS (17 FT) WEST FROM THE MCKNIGHT TOMBSTONE,
 GB2655'3.50 METERS (11.5 FT) WEST FROM THE STONE WALL AT THE WEST EDGE OF
 GB2655'THE CEMETERY,
 GB2655'1.68 METERS (5.5 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 GB2655'SIDEWALK.
 GB2655
 GB2655                          STATION RECOVERY (1989)
 GB2655
 GB2655'RECOVERED 1989
 GB2655'RECOVERED IN GOOD CONDITION.
 GB2655
 GB2655                          STATION RECOVERY (1995)
 GB2655
 GB2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2655'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) WEST-SOUTHWEST OF
 GB2655'COOKEVILLE, 35 KM (21.75 MI) SOUTHEAST OF LEBANON, IN LIBERTY, AT THE
 GB2655'SALEM BAPTIST CHURCH, IN ROCK OUTCROP.  OWNERSHIP--SALEM BAPTIST
 GB2655'CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND
 GB2655'U.S. HIGHWAY 70 AT THE WEST EDGE OF LIBERTY, GO SOUTH FOR 0.08 KM
 GB2655'(0.05 MI) ON STATE ROUTE 53 TO THE INTERSECTION OF MAIN STREET.  TURN
 GB2655'LEFT AND GO EAST FOR 0.56 KM (0.35 MI) ON MAIN STREET TO THE CHURCH ON
 GB2655'THE RIGHT AND THE STATION.  THE STATION IS SET IN A DRILL HOLE IN
 GB2655'BEDROCK OUTCROP MEASURING 1.2 M (3.9 FT) BY 0.3 M (1.0 FT) FLUSH WITH
 GB2655'GROUND.  LOCATED 46.48 M (152.49 FT) NORTHEAST FROM THE EAST CORNER OF
 GB2655'THE CHURCH, 30.8 M (101.0 FT) SOUTH FROM A FIRE HYDRANT, 25.6 M (84.0
 GB2655'FT) SOUTH FROM THE CENTER OF MAIN STREET, 25.0 M (82.0 FT) SOUTHWEST
 GB2655'FROM THE NORTHWEST CORNER OF THE CEMETERY WALL, 5.2 M (17.1 FT) WEST
 GB2655'FROM THE MCKNIGHT TOMBSTONE, 3.50 M (11.48 FT) WEST FROM THE STONE
 GB2655'WALL AT THE WEST EDGE OF THE CEMETERY, 1.68 M (5.51 FT) NORTHWEST FROM
 GB2655'THE NORTHWEST EDGE OF A SIDEWALK AND 3.4 M (11.2 FT) WEST FROM A
 GB2655'FIBERGLASS WITNESS POST AT THE CEMETERY WALL.
 GB2655
 GB2655                          STATION RECOVERY (2003)
 GB2655
 GB2655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2655'RECOVERED AS DESCRIBED.
 GB2655
 GB2655                          STATION RECOVERY (2006)
 GB2655
 GB2655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB2655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2723 ***********************************************************************
 GC2723  CBN         -  This is a Cooperative Base Network Control Station.
 GC2723  DESIGNATION -  GPS 26
 GC2723  PID         -  GC2723
 GC2723  STATE/COUNTY-  TN/WILSON
 GC2723  USGS QUAD   -  VINE (1994)
 GC2723
 GC2723                         *CURRENT SURVEY CONTROL
 GC2723  ___________________________________________________________________
 GC2723* NAD 83(1995)-  36 00 42.03374(N)    086 21 50.65409(W)     ADJUSTED  
 GC2723* NAVD 88     -       178.26   (meters)     584.8    (feet)  LEVELING  
 GC2723  ___________________________________________________________________
 GC2723  X           -     327,568.183 (meters)                     COMP
 GC2723  Y           -  -5,154,960.937 (meters)                     COMP
 GC2723  Z           -   3,729,327.558 (meters)                     COMP
 GC2723  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2723  ELLIP HEIGHT-         149.38  (meters)          (08/03/04) GPS OBS
 GC2723  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC2723
 GC2723  HORZ ORDER  -  B
 GC2723  VERT ORDER  -  THIRD ?
 GC2723  ELLP ORDER  -  FOURTH    CLASS I
 GC2723
 GC2723.The horizontal coordinates were established by GPS observations
 GC2723.and adjusted by the National Geodetic Survey in December 1995..
 GC2723
 GC2723.The orthometric height was determined by differential leveling.
 GC2723.The vertical network tie was performed by a horz. field party for horz.
 GC2723.obs reductions. Reset procedures were used to establish the elevation.
 GC2723
 GC2723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2723
 GC2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2723
 GC2723.The ellipsoidal height was determined by GPS observations
 GC2723.and is referenced to NAD 83.
 GC2723
 GC2723.The geoid height was determined by GEOID03.
 GC2723
 GC2723;                    North         East     Units Scale Factor Converg.
 GC2723;SPC TN       -   186,271.990   567,180.505   MT  0.99995319   -0 12 47.3
 GC2723;SPC TN       -   611,127.35  1,860,824.71   sFT  0.99995319   -0 12 47.3
 GC2723;UTM  16      - 3,985,430.485   557,306.723   MT  0.99964046   +0 22 26.1
 GC2723
 GC2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2723!SPC TN       -   0.99997656  x   0.99995319  =   0.99992975
 GC2723!UTM  16      -   0.99997656  x   0.99964046  =   0.99961702
 GC2723
 GC2723                          SUPERSEDED SURVEY CONTROL
 GC2723
 GC2723  ELLIP H (12/14/95)  149.41   (m)                       GP(       ) 1 2
 GC2723  NAD 83(1995)-  36 00 42.03586(N)    086 21 50.65827(W) AD(       ) B
 GC2723  ELLIP H (09/07/90)  149.34   (m)                       GP(       ) 4 1
 GC2723  NGVD 29 (09/07/90)  178.4    (m)          585.     (f) GPS OBS        
 GC2723
 GC2723.Superseded values are not recommended for survey control.
 GC2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2723.See file dsdata.txt to determine how the superseded data were derived.
 GC2723
 GC2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5730785430(NAD 83)
 GC2723_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2723_SETTING: 66 = SET IN ROCK OUTCROP
 GC2723_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GC2723_STAMPING: GPS 26 1987
 GC2723_MARK LOGO: NGS   
 GC2723_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2723+STABILITY: POSITION/ELEVATION WELL
 GC2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2723+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2723
 GC2723  HISTORY     - Date     Condition        Report By
 GC2723  HISTORY     - 1987     MONUMENTED       NGS
 GC2723  HISTORY     - 19881118 GOOD
 GC2723  HISTORY     - 19930417 GOOD             NOS
 GC2723  HISTORY     - 19950609 GOOD             NGS
 GC2723  HISTORY     - 20031010 GOOD             TNDT
 GC2723
 GC2723                          STATION DESCRIPTION
 GC2723
 GC2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2723'THE STATION IS LOCATED ABOUT 40 KM (25 MI) EAST-SOUTHEAST OF
 GC2723'NASHVILLE,
 GC2723'18 KM (11 MI) NORTH OF MURFREESBORO, ON THE WEST EDGE OF U.S.
 GC2723'HIGHWAY 231, NEAR THE WILSON/RUTHERFORD COUNTY LINE.
 GC2723'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2723'
 GC2723'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 265 AND U.S.
 GC2723'HIGHWAY 231 IN BAIRDS MILL GO SOUTH FOR 10.6 KM (6.6 MI) ON U.S.
 GC2723'HIGHWAY 231 TO THE STATION ON THE RIGHT 0.16 KM (0.10 MI) NORTH OF
 GC2723'THE COUNTY LINE.
 GC2723'
 GC2723'THE STATION IS A STANDARD NGS DISK
 GC2723'STAMPED---GPS 26 1987---,
 GC2723'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 1.2 METERS (4
 GC2723'FT) BY 0.6 METERS (2 FT) LEVEL WITH GROUND.  LOCATED
 GC2723'12.2 METERS (40 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 231 AND
 GC2723'0.9 METERS (3 FT) ABOVE SAME,
 GC2723'12.2 METERS (40 FT) NORTH FROM THE CENTER OF A SIDE ROAD,
 GC2723'25.3 METERS (83 FT) SOUTH FROM A UTILITY POLE,
 GC2723'3.81 METERS (12.5 FT) EAST-SOUTHEAST FROM A BROKEN CONCRETE
 GC2723'RIGHT-OF-WAY MARKER,
 GC2723'3.7 METERS (12 FT) WEST FROM A FIBERGLASS WITNESS POST.
 GC2723
 GC2723                          STATION RECOVERY (1988)
 GC2723
 GC2723'RECOVERED 1988
 GC2723'RECOVERED IN GOOD CONDITION.
 GC2723
 GC2723                          STATION RECOVERY (1993)
 GC2723
 GC2723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GC2723'RECOVERED AS DESCRIBED.
 GC2723
 GC2723                          STATION RECOVERY (1995)
 GC2723
 GC2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2723'RECOVERED AS DESCRIBED.
 GC2723
 GC2723                          STATION RECOVERY (2003)
 GC2723
 GC2723'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1646 ***********************************************************************
 FD1646  CBN         -  This is a Cooperative Base Network Control Station.
 FD1646  DESIGNATION -  GPS 27
 FD1646  PID         -  FD1646
 FD1646  STATE/COUNTY-  TN/WILLIAMSON
 FD1646  USGS QUAD   -  FRANKLIN (1981)
 FD1646
 FD1646                         *CURRENT SURVEY CONTROL
 FD1646  ___________________________________________________________________
 FD1646* NAD 83(1995)-  35 57 56.80756(N)    086 48 18.24648(W)     ADJUSTED  
 FD1646* NAVD 88     -       224.23   (meters)     735.7    (feet)  N HEIGHT  
 FD1646  ___________________________________________________________________
 FD1646  X           -     288,050.690 (meters)                     COMP
 FD1646  Y           -  -5,160,354.488 (meters)                     COMP
 FD1646  Z           -   3,725,233.827 (meters)                     COMP
 FD1646  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FD1646  ELLIP HEIGHT-         195.25  (meters)          (08/03/04) GPS OBS
 FD1646  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1646  DYNAMIC HT  -         224.04  (meters)     735.0   (feet)  COMP
 FD1646  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FD1646
 FD1646  HORZ ORDER  -  B
 FD1646  VERT ORDER  -  THIRD
 FD1646  ELLP ORDER  -  FOURTH    CLASS I
 FD1646
 FD1646.The horizontal coordinates were established by GPS observations
 FD1646.and adjusted by the National Geodetic Survey in December 1995..
 FD1646
 FD1646.The orthometric height was determined by differential leveling
 FD1646.and adjusted by the National Geodetic Survey in August 1996..
 FD1646.WARNING-GPS observations at this control monument resulted in a GPS
 FD1646.derived orthometric height which differed from the leveled height by
 FD1646.more than one decimeter (0.1 meter).
 FD1646
 FD1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1646
 FD1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1646
 FD1646.The ellipsoidal height was determined by GPS observations
 FD1646.and is referenced to NAD 83.
 FD1646
 FD1646.The geoid height was determined by GEOID03.
 FD1646
 FD1646.The dynamic height is computed by dividing the NAVD 88
 FD1646.geopotential number by the normal gravity value computed on the
 FD1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1646.degrees latitude (g = 980.6199 gals.).
 FD1646
 FD1646.The modeled gravity was interpolated from observed gravity values.
 FD1646
 FD1646;                    North         East     Units Scale Factor Converg.
 FD1646;SPC TN       -   181,417.276   527,385.086   MT  0.99995103   -0 28 16.7
 FD1646;SPC TN       -   595,199.85  1,730,262.57   sFT  0.99995103   -0 28 16.7
 FD1646;UTM  16      - 3,980,170.512   517,576.313   MT  0.99960381   +0 06 52.1
 FD1646
 FD1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1646!SPC TN       -   0.99996936  x   0.99995103  =   0.99992039
 FD1646!UTM  16      -   0.99996936  x   0.99960381  =   0.99957318
 FD1646
 FD1646                          SUPERSEDED SURVEY CONTROL
 FD1646
 FD1646  ELLIP H (12/14/95)  195.36   (m)                       GP(       ) 1 2
 FD1646  NAD 83(1995)-  35 57 56.80915(N)    086 48 18.24961(W) AD(       ) B
 FD1646  ELLIP H (09/07/90)  195.31   (m)                       GP(       ) 4 1
 FD1646  NAVD 88 (12/14/95)  224.23   (m)          735.7    (f) LEVELING    3  
 FD1646  NGVD 29 (??/??/??)  224.22   (m)          735.6    (f) N HEIGHT    3  
 FD1646
 FD1646.Superseded values are not recommended for survey control.
 FD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1646.See file dsdata.txt to determine how the superseded data were derived.
 FD1646
 FD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1757680171(NAD 83)
 FD1646_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1646_SETTING: 66 = SET IN ROCK OUTCROP
 FD1646_SP_SET: ROCK OUTCROP
 FD1646_STAMPING: GPS 27 1987
 FD1646_MARK LOGO: NGS   
 FD1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1646+STABILITY: POSITION/ELEVATION WELL
 FD1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1646+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 FD1646
 FD1646  HISTORY     - Date     Condition        Report By
 FD1646  HISTORY     - 1987     MONUMENTED       NGS
 FD1646  HISTORY     - 19930416 GOOD             NOS
 FD1646  HISTORY     - 19950612 GOOD             NGS
 FD1646  HISTORY     - 20030217 GOOD             INDIV
 FD1646  HISTORY     - 20031010 GOOD             TNDT
 FD1646  HISTORY     - 20050720 GOOD             JCLS
 FD1646
 FD1646                          STATION DESCRIPTION
 FD1646
 FD1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1646'THE STATION IS LOCATED ABOUT 23 KM (14 MI) SOUTH OF NASHVILLE,
 FD1646'0.2 KM (0.15 MI) EAST OF THE JUNCTION OF INTERSTATE 65 AND MOORES
 FD1646'LANE.
 FD1646'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FD1646'
 FD1646'THE STATION IS LOCATED 0.2 KM (0.15 MI) EAST OF THE JUNCTION OF
 FD1646'INTERSTATE 65 AND MOORES LANE ON THE SOUTH RIGHT-OF-WAY OF MOORES
 FD1646'LANE.
 FD1646'
 FD1646'THE STATION IS A STANDARD NGS DISK
 FD1646'STAMPED---GPS 27 1987---,
 FD1646'SET INTO A DRILL HOLE IN BEDROCK OUTCROP LEVEL WITH GROUND.  LOCATED
 FD1646'17.4 METERS (57 FT) SOUTH FROM THE CENTER OF EASTBOUND MOORES LANE
 FD1646'AND 0.3 METERS (1 FT) ABOVE SAME,
 FD1646'10.46 METERS (34.3 FT) NORTH FROM A FIBERGLASS WITNESS POST AT THE
 FD1646'SOUTH RIGHT-OF-WAY FENCE,
 FD1646'53.0 METERS (174 FT) EAST FROM THE EAST END OF THE SOUTH HEADWALL
 FD1646'OF A CULVERT UNDER MOORES LANE,
 FD1646'19.5 METERS (64 FT) WEST-SOUTHWEST FROM THE WEST HEADWALL OF A
 FD1646'CULVERT UNDER A SIDE ROAD,
 FD1646'20.7 METERS (68 FT) WEST-NORTHWEST FROM A UTILITY POLE NUMBERED 35
 FD1646'WITH A TRANSFORMER AND ONE GUY WIRE.
 FD1646
 FD1646                          STATION RECOVERY (1993)
 FD1646
 FD1646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FD1646'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 14
 FD1646'MI (22.5 KM) SOUTH OF NASHVILLE,TN, SOUTH OF BRENTWOOD AND NORTH OF
 FD1646'FRANKLIN,TN JUST EAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 65 AND
 FD1646'MOORES LANE (EXIT 69). TO REACH FROM I-65 TAKE EXIT 69 (MOORES LANE)
 FD1646'EAST 0.15 MI (0.24 KM) FROM THE CENTER OF THE BRIDGE OVER THE
 FD1646'INTERSTATE TO THE STATION ALONG THE SOUTH RIGHT OF WAY FOR MOORES
 FD1646'LANE.  ALTERNATIVELY 0.1 MI (0.2 KM) WEST OF THE INTERSECTION OF
 FD1646'MOORES LANE AND LIBERTY ROAD. IT IS 103 FT (31.4 M) ENE OF THE CENTER
 FD1646'OF A MANHOLE COVER (TELEPHONE ACCESS) EAST OF THE WEST END OF THE
 FD1646'RIGHT OF WAY FENCE, 68.7 FT (20.9 M) WNW OF A UTILITY POLE (NUMBER 35)
 FD1646'AT THE EAST END OF THE FENCE, 64 FT (19.5 M) WSW OF THE WEST HEADWALL
 FD1646'OF A CULVERT UNDER A SIDE ROAD (UNNAMED), 57 FT (17.4 M) SOUTH OF THE
 FD1646'CENTER OF THE EASTBOUND LANES OF MOORES LANE AND 34 FT (10.4 M) NORTH
 FD1646'OF A FIBERGLASS WITNESS SIGN ADJACENT TO THE FENCE.
 FD1646
 FD1646                          STATION RECOVERY (1995)
 FD1646
 FD1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1646'THE STATION IS LOCATED ABOUT 23 KM (14.30 MI) SOUTH OF NASHVILLE, 0.24
 FD1646'KM (0.15 MI) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 65 AND MOORES
 FD1646'LANE, ON THE SOUTH RIGHT-OF-WAY OF MOORES LANE, NORTH OF THE PARKING
 FD1646'LOT FOR THE OUTBACK STEAK HOUSE.  OWNERSHIP--ROAD RIGHT-OF-WAY.  TO
 FD1646'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 FD1646'MOORES LANE (EXIT 69), GO EAST ON MOORES LANE FOR 0.15 MI (0.24 KM) TO
 FD1646'THE STATION ON THE RIGHT.  THE STATION IS SET INTO A DRILL HOLE IN THE
 FD1646'TOP OF ROCK OUTCROP FLUSH WITH GROUND.  LOCATED 149.0 FT (45.4 M)
 FD1646'EAST-SOUTHEAST FROM THE CENTER OF A HEADWALL OF A CULVERT UNDER THE
 FD1646'EXIT RAMP FROM NORTHBOUND INTERSTATE HIGHWAY 65, 138.2 FT (42.1 M)
 FD1646'EAST FROM UTILITY POLE NUMBER 29-3537 WITH TRANSFORMER AND 3 GUY
 FD1646'WIRES, 104.5 FT (31.9 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 FD1646'THE CONCRETE PORCH OF THE OUTBACK STEAK HOUSE, 68.3 FT (20.8 M)
 FD1646'WEST-NORTHWEST FROM UTILITY POLE NUMBER 35 WITH ONE GUY WIRE, 65.0 FT
 FD1646'(19.8 M) WEST-SOUTHWEST FROM THE WEST HEADWALL OF A CULVERT UNDER A
 FD1646'SIDE ROAD, 57.0 FT (17.4 M) SOUTH FROM THE CENTER OF THE EASTBOUND
 FD1646'LANES OF MOORES LANE, 34.6 FT (10.5 M) NORTH FROM A FIBERGLASS WITNESS
 FD1646'POST AND 1 FT (0.3 M) HIGHER THAN MOORES LANE.
 FD1646
 FD1646                          STATION RECOVERY (2003)
 FD1646
 FD1646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SWC)
 FD1646'RECOVERED IN GOOD CONDITION.
 FD1646
 FD1646                          STATION RECOVERY (2003)
 FD1646
 FD1646'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1646'RECOVERED AS DESCRIBED.
 FD1646
 FD1646                          STATION RECOVERY (2005)
 FD1646
 FD1646'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 FD1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2724 ***********************************************************************
 GC2724  CBN         -  This is a Cooperative Base Network Control Station.
 GC2724  DESIGNATION -  GPS 28
 GC2724  PID         -  GC2724
 GC2724  STATE/COUNTY-  TN/DICKSON
 GC2724  USGS QUAD   -  BURNS (1986)
 GC2724
 GC2724                         *CURRENT SURVEY CONTROL
 GC2724  ___________________________________________________________________
 GC2724* NAD 83(1995)-  36 01 09.46654(N)    087 15 23.50236(W)     ADJUSTED  
 GC2724* NAVD 88     -       213.258  (meters)     699.66   (feet)  ADJUSTED  
 GC2724  ___________________________________________________________________
 GC2724  X           -     247,213.895 (meters)                     COMP
 GC2724  Y           -  -5,158,969.493 (meters)                     COMP
 GC2724  Z           -   3,730,032.174 (meters)                     COMP
 GC2724  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GC2724  ELLIP HEIGHT-         184.55  (meters)          (08/03/04) GPS OBS
 GC2724  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC2724  DYNAMIC HT  -         213.072 (meters)     699.05  (feet)  COMP
 GC2724  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GC2724
 GC2724  HORZ ORDER  -  B
 GC2724  VERT ORDER  -  THIRD
 GC2724  ELLP ORDER  -  FOURTH    CLASS I
 GC2724
 GC2724.The horizontal coordinates were established by GPS observations
 GC2724.and adjusted by the National Geodetic Survey in December 1995..
 GC2724
 GC2724.The orthometric height was determined by differential leveling
 GC2724.and adjusted by the National Geodetic Survey in August 1996..
 GC2724
 GC2724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2724
 GC2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2724
 GC2724.The ellipsoidal height was determined by GPS observations
 GC2724.and is referenced to NAD 83.
 GC2724
 GC2724.The geoid height was determined by GEOID03.
 GC2724
 GC2724.The dynamic height is computed by dividing the NAVD 88
 GC2724.geopotential number by the normal gravity value computed on the
 GC2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2724.degrees latitude (g = 980.6199 gals.).
 GC2724
 GC2724.The modeled gravity was interpolated from observed gravity values.
 GC2724
 GC2724;                    North         East     Units Scale Factor Converg.
 GC2724;SPC TN       -   187,783.506   486,742.735   MT  0.99995361   -0 44 08.2
 GC2724;SPC TN       -   616,086.39  1,596,921.79   sFT  0.99995361   -0 44 08.2
 GC2724;UTM  16      - 3,986,119.123   476,885.312   MT  0.99960658   -0 09 03.1
 GC2724
 GC2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2724!SPC TN       -   0.99997104  x   0.99995361  =   0.99992465
 GC2724!UTM  16      -   0.99997104  x   0.99960658  =   0.99957763
 GC2724
 GC2724                          SUPERSEDED SURVEY CONTROL
 GC2724
 GC2724  ELLIP H (12/14/95)  184.56   (m)                       GP(       ) 1 2
 GC2724  NAD 83(1995)-  36 01 09.46799(N)    087 15 23.50593(W) AD(       ) B
 GC2724  ELLIP H (09/07/90)  184.52   (m)                       GP(       ) 4 1
 GC2724  NAVD 88 (12/14/95)  213.26   (m)          699.7    (f) LEVELING    3  
 GC2724  NGVD 29 (09/07/90)  213.25   (m)          699.6    (f) LEVELING    3  
 GC2724
 GC2724.Superseded values are not recommended for survey control.
 GC2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2724.See file dsdata.txt to determine how the superseded data were derived.
 GC2724
 GC2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7688586119(NAD 83)
 GC2724_MARKER: I = METAL ROD
 GC2724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2724_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2724_STAMPING: GPS 28 1987
 GC2724_MARK LOGO: NGS   
 GC2724_PROJECTION: FLUSH
 GC2724_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2724+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2724_ROD/PIPE-DEPTH: 5.50 meters
 GC2724_SLEEVE-DEPTH  : 0.90 meters
 GC2724
 GC2724  HISTORY     - Date     Condition        Report By
 GC2724  HISTORY     - 1987     MONUMENTED       NGS
 GC2724  HISTORY     - 19890720 GOOD
 GC2724  HISTORY     - 19950613 GOOD             NGS
 GC2724  HISTORY     - 20031010 GOOD             TNDT
 GC2724
 GC2724                          STATION DESCRIPTION
 GC2724
 GC2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2724'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) EAST-SOUTHEAST OF
 GC2724'DICKSON, IN THE MEDIAN OF INTERSTATE 40,
 GC2724'8.2 KM (5.1 MI) WEST OF STATE ROUTE 96 (EXIT 182),
 GC2724'7.4 KM (4.6 MI) EAST OF STATE ROUTE 46 (EXIT 172).
 GC2724'OWNERSHIP--FEDERAL RIGHT-OF-WAY.
 GC2724'
 GC2724'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 96 AND
 GC2724'INTERSTATE 40 GO WEST FOR 7.1 KM (4.4 MI) ON INTERSTATE 40 TO A
 GC2724'BRIDGE OVER A CREEK.  CONTINUE STRAIGHT AHEAD AND GO WEST AND
 GC2724'UPHILL FOR 1.1 KM (0.7 MI) ON INTERSTATE 40 TO A LOW CUT AND A 0.2
 GC2724'KM (0.1 MI) GAP IN THE GUARDRAIL ON THE LEFT AND THE STATION ON THE
 GC2724'LEFT.
 GC2724'
 GC2724'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.5 METERS
 GC2724'(18 FT).  THE LOGO CAP IS STAMPED---GPS 28 1987---, AND A STEEL
 GC2724'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 GC2724'19.1 METERS (62.5 FT) SOUTH FROM THE EDGE OF THE PAVEMENT OF THE
 GC2724'WESTBOUND LANES,
 GC2724'48.2 METERS (158 FT) NORTH FROM THE EDGE OF THE PAVEMENT OF THE
 GC2724'EASTBOUND LANES,
 GC2724'77.1 METERS (253 FT) WEST-SOUTHWEST FROM THE WEST END OF A
 GC2724'GUARDRAIL,
 GC2724'56.7 METERS (186 FT) EAST-SOUTHEAST FROM THE EAST END OF A
 GC2724'GUARDRAIL,
 GC2724'0.34 METERS (1.1 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GC2724
 GC2724                          STATION RECOVERY (1989)
 GC2724
 GC2724'RECOVERED 1989
 GC2724'RECOVERED IN GOOD CONDITION.
 GC2724
 GC2724                          STATION RECOVERY (1995)
 GC2724
 GC2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2724'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST-SOUTHEAST OF
 GC2724'DICKSON, IN THE MEDIAN OF INTERSTATE HIGHWAY 40, 7.4 KM (4.60 MI) WEST
 GC2724'OF STATE ROUTE 96 (EXIT 182), 7.4 KM (4.60 MI) EAST OF STATE ROUTE 46
 GC2724'(EXIT 172).  OWNERSHIP--FEDERAL RIGHT-OF-WAY.  TO REACH THE STATION
 GC2724'FROM THE JUNCTION OF STATE ROUTE 96 AND INTERSTATE HIGHWAY 40, ABOUT
 GC2724'40 KM (24.85 MI) WEST-SOUTHWEST OF NASHVILLE, GO WEST FOR 6.5 KM (4.05
 GC2724'MI) ON INTERSTATE HIGHWAY 40 TO A BRIDGE OVER A CREEK. CONTINUE
 GC2724'STRAIGHT AHEAD AND GO WEST AND UPHILL FOR 1.0 KM (0.60 MI) ON
 GC2724'INTERSTATE HIGHWAY 40 TO A LOW CUT, A 0.16 KM (0.10 MI) GAP IN THE
 GC2724'GUARDRAIL ON THE LEFT AND THE STATION ON THE LEFT, JUST BEFORE
 GC2724'REACHING MILEPOST 177.  LOCATED 19.1 M (62.7 FT) SOUTH FROM THE EDGE
 GC2724'OF THE PAVEMENT OF THE WESTBOUND LANES, 48.2 M (158.1 FT) NORTH FROM
 GC2724'THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES, 77.1 M (253.0 FT)
 GC2724'WEST-SOUTHWEST FROM THE WEST END OF A GUARDRAIL, 56.7 M (186.0 FT)
 GC2724'EAST-SOUTHEAST FROM THE EAST END OF A GUARDRAIL AND 0.34 M (1.12 FT)
 GC2724'NORTHEAST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED
 GC2724'IN THE CONCRETE.
 GC2724
 GC2724                          STATION RECOVERY (2003)
 GC2724
 GC2724'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2725 ***********************************************************************
 GC2725  CBN         -  This is a Cooperative Base Network Control Station.
 GC2725  PACS        -  This is a Primary Airport Control Station.
 GC2725  DESIGNATION -  GPS 29
 GC2725  PID         -  GC2725
 GC2725  STATE/COUNTY-  TN/HUMPHREYS
 GC2725  USGS QUAD   -  MC EWEN (1982)
 GC2725
 GC2725                         *CURRENT SURVEY CONTROL
 GC2725  ___________________________________________________________________
 GC2725* NAD 83(1995)-  36 06 50.74940(N)    087 44 30.11690(W)     ADJUSTED  
 GC2725* NAVD 88     -       229.182  (meters)     751.91   (feet)  ADJUSTED  
 GC2725  ___________________________________________________________________
 GC2725  X           -     203,276.764 (meters)                     COMP
 GC2725  Y           -  -5,154,702.366 (meters)                     COMP
 GC2725  Z           -   3,738,544.669 (meters)                     COMP
 GC2725  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GC2725  ELLIP HEIGHT-         200.34  (meters)          (08/03/04) GPS OBS
 GC2725  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2725  DYNAMIC HT  -         228.984 (meters)     751.26  (feet)  COMP
 GC2725  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GC2725
 GC2725  HORZ ORDER  -  B
 GC2725  VERT ORDER  -  THIRD
 GC2725  ELLP ORDER  -  FOURTH    CLASS I
 GC2725
 GC2725.This mark is at Humphreys County Airport (0M5)
 GC2725
 GC2725.The horizontal coordinates were established by GPS observations
 GC2725.and adjusted by the National Geodetic Survey in December 1995..
 GC2725
 GC2725.The orthometric height was determined by differential leveling
 GC2725.and adjusted by the National Geodetic Survey in August 1996..
 GC2725
 GC2725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2725
 GC2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2725
 GC2725.The ellipsoidal height was determined by GPS observations
 GC2725.and is referenced to NAD 83.
 GC2725
 GC2725.The geoid height was determined by GEOID03.
 GC2725
 GC2725.The dynamic height is computed by dividing the NAVD 88
 GC2725.geopotential number by the normal gravity value computed on the
 GC2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2725.degrees latitude (g = 980.6199 gals.).
 GC2725
 GC2725.The modeled gravity was interpolated from observed gravity values.
 GC2725
 GC2725;                    North         East     Units Scale Factor Converg.
 GC2725;SPC TN       -   198,970.353   443,203.003   MT  0.99996031   -1 01 10.8
 GC2725;SPC TN       -   652,788.57  1,454,075.19   sFT  0.99996031   -1 01 10.8
 GC2725;UTM  16      - 3,996,858.264   433,248.270   MT  0.99965490   -0 26 13.8
 GC2725
 GC2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2725!SPC TN       -   0.99996856  x   0.99996031  =   0.99992887
 GC2725!UTM  16      -   0.99996856  x   0.99965490  =   0.99962347
 GC2725
 GC2725:                Primary Azimuth Mark                     Grid Az
 GC2725:SPC TN       -  GPS 29 AZ MK                             046 07 14.3
 GC2725:UTM  16      -  GPS 29 AZ MK                             045 32 17.3
 GC2725
 GC2725|---------------------------------------------------------------------|
 GC2725| PID    Reference Object                     Distance      Geod. Az  |
 GC2725|                                                           dddmmss.s |
 GC2725| GC2741 GPS 29 AZ MK                        431.005 METERS 0450603.5 |
 GC2725|---------------------------------------------------------------------|
 GC2725
 GC2725                          SUPERSEDED SURVEY CONTROL
 GC2725
 GC2725  ELLIP H (12/14/95)  200.42   (m)                       GP(       ) 1 2
 GC2725  NAD 83(1995)-  36 06 50.75023(N)    087 44 30.11946(W) AD(       ) B
 GC2725  ELLIP H (09/07/90)  200.36   (m)                       GP(       ) 4 1
 GC2725  NAVD 88 (12/14/95)  229.18   (m)          751.9    (f) LEVELING    3  
 GC2725  NGVD 29 (09/07/90)  229.20   (m)          752.0    (f) LEVELING    3  
 GC2725
 GC2725.Superseded values are not recommended for survey control.
 GC2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2725.See file dsdata.txt to determine how the superseded data were derived.
 GC2725
 GC2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3324896858(NAD 83)
 GC2725_MARKER: I = METAL ROD
 GC2725_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2725_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2725_STAMPING: GPS 29 1987
 GC2725_MARK LOGO: NGS   
 GC2725_PROJECTION: FLUSH
 GC2725_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2725+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 GC2725_ROD/PIPE-DEPTH: 3.10 meters
 GC2725_SLEEVE-DEPTH  : 0.90 meters
 GC2725
 GC2725  HISTORY     - Date     Condition        Report By
 GC2725  HISTORY     - 1987     MONUMENTED       NGS
 GC2725  HISTORY     - 19890727 GOOD
 GC2725  HISTORY     - 19950614 GOOD             NGS
 GC2725  HISTORY     - 20031010 GOOD             TNDT
 GC2725  HISTORY     - 20040218 GOOD             TERRSV
 GC2725
 GC2725                          STATION DESCRIPTION
 GC2725
 GC2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2725'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF WAVERLY, AT
 GC2725'THE WAVERLY/HUMPHREYS COUNTY AIRPORT.
 GC2725'OWNERSHIP--AIRPORT MANAGER IS ROCK ABOU-SAKHER, HUMPHREYS CO.
 GC2725'AIRPORT, WAVERLY, TN 37185, TELEPHONE (615)296-2585.
 GC2725'
 GC2725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2725'ROUTE 13 IN WAVERLY GO EAST FOR 1.8 KM (1.1 MI) ON U.S. HIGHWAY 70
 GC2725'TO THE INTERSECTION OF POWERS BOULEVARD.
 GC2725'TURN LEFT AND GO NORTH FOR 2.6 KM (1.6 MI) ON POWERS BOULEVARD TO
 GC2725'THE INTERSECTION OF AIRPORT ROAD.
 GC2725'TURN RIGHT AND GO EAST FOR 2.9 KM (1.8 MI) ON AIRPORT ROAD TO THE
 GC2725'AIRPORT OFFICE IN THE SOUTHEAST CORNER OF A STEEL HANGAR AND THE
 GC2725'STATION.
 GC2725'
 GC2725'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.1 METERS
 GC2725'(10 FT).  THE LOGO CAP IS STAMPED---GPS 29 1987---, AND A STEEL
 GC2725'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 GC2725'83.8 METERS (275 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 GC2725'THE OFFICE,
 GC2725'87.2 METERS (286 FT) SOUTH FROM A FLAGPOLE,
 GC2725'24.84 METERS (81.5 FT) WEST FROM THE CENTER OF THE TAXIWAY,
 GC2725'19.66 METERS (64.5 FT) SOUTH FROM THE SOUTH EDGE OF AN AIRCRAFT
 GC2725'PARKING RAMP,
 GC2725'21.3 METERS (70 FT) NORTH FROM THE TOP OF A SLOPE,
 GC2725'0.15 METERS (0.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GC2725
 GC2725                          STATION RECOVERY (1989)
 GC2725
 GC2725'RECOVERED 1989
 GC2725'RECOVERED IN GOOD CONDITION.
 GC2725
 GC2725                          STATION RECOVERY (1995)
 GC2725
 GC2725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2725'THE STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) NORTHEAST OF WAVERLY,
 GC2725'AT THE WAVERLY/HUMPHREYS COUNTY AIRPORT, IN A GRASSY AREA BETWEEN THE
 GC2725'AIRPORT OFFICE (RED BRICK ONE-STORY BUILDING) AND TAXIWAY.
 GC2725'OWNERSHIP--HUMPHREYS COUNTY, TRAVIS JENKINS, AIRPORT MANAGER, PHONE
 GC2725'615-296-2719.  CONTACT AIRPORT MANAGER PRIOR TO OBSERVATIONS.  TO
 GC2725'REACH THE STATION FROM THE JUNCTION OF E. MAIN ST. AND STATE ROUTE 13
 GC2725'IN WAVERLY, GO EAST FOR 1.8 KM (1.10 MI) ON E. MAIN ST. TO THE
 GC2725'INTERSECTION OF POWERS BOULEVARD.  TURN LEFT AND GO NORTH FOR 2.6 KM
 GC2725'(1.60 MI) ON POWERS BOULEVARD TO THE INTERSECTION OF AIRPORT ROAD.
 GC2725'TURN RIGHT AND GO EAST FOR 2.9 KM (1.80 MI) ON AIRPORT ROAD TO A
 GC2725'LOCKED GATE IN A NORTH-SOUTH FENCE LINE AT END OF ROAD.  PASS THROUGH
 GC2725'GATE AND GO SOUTHEAST ACROSS A PAVED AIRCRAFT PARKING AREA TO THE
 GC2725'JUNCTION OF THE TAXIWAY AND THE STATION ON RIGHT.  TOP OF ROD IS
 GC2725'RECESSED 6 CM BELOW GROUND.  LOCATED 21.7 M (71.2 FT) EAST OF THE
 GC2725'EASTERNMOST CORNER OF THE AIRPORT OFFICE BUILDING, 24.8 M (81.4 FT)
 GC2725'WEST FROM THE CENTER OF TAXIWAY, 19.7 M (64.6 FT) SOUTH FROM THE SOUTH
 GC2725'EDGE OF AN AIRCRAFT PARKING AREA, 21.8 M (71.5 FT) SOUTH-SOUTHEAST
 GC2725'FROM THE SOUTHERNMOST CORNER OF AN EXTENDED SECTION OF THE PARKING
 GC2725'AREA AND 21.3 M (69.9 FT) NORTH FROM THE TOP OF A SLOPE.  A STEEL
 GC2725'SPIKE IS EMBEDDED IN THE CONCRETE.
 GC2725
 GC2725                          STATION RECOVERY (2003)
 GC2725
 GC2725'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2725'RECOVERED AS DESCRIBED.
 GC2725
 GC2725                          STATION RECOVERY (2004)
 GC2725
 GC2725'RECOVERY NOTE BY TERRA SURV 2004 (JVH)
 GC2725'RECOVERED IN GOOD CONDITION. HOWEVER, A CONCRETE RAMP FOR FUELING HAS
 GC2725'BEEN CONSTRUCTED AROUND THE STATION. THE AIRPORT AUTHORITY HAS
 GC2725'PROTECTED THE STATION BELOW A 0.7 M BY 0.7 M METAL COVER, PAINTED
 GC2725'YELLOW. THE STATION CAN BE OCCUPIED, BUT RECOMMEND USING GPS 29 AZ MK
 GC2725'(GC2741) FOR LENGTHY OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2741 ***********************************************************************
 GC2741  CBN         -  This is a Cooperative Base Network Control Station.
 GC2741  DESIGNATION -  GPS 29 AZ MK
 GC2741  PID         -  GC2741
 GC2741  STATE/COUNTY-  TN/HUMPHREYS
 GC2741  USGS QUAD   -  MC EWEN (1982)
 GC2741
 GC2741                         *CURRENT SURVEY CONTROL
 GC2741  ___________________________________________________________________
 GC2741* NAD 83(1995)-  36 07 00.61958(N)    087 44 17.90890(W)     ADJUSTED  
 GC2741* NAVD 88     -       227.8    (meters)     747.     (feet)  GPS OBS   
 GC2741  ___________________________________________________________________
 GC2741  X           -     203,574.732 (meters)                     COMP
 GC2741  Y           -  -5,154,510.088 (meters)                     COMP
 GC2741  Z           -   3,738,789.666 (meters)                     COMP
 GC2741  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GC2741  ELLIP HEIGHT-         199.03  (meters)          (08/03/04) GPS OBS
 GC2741  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2741
 GC2741  HORZ ORDER  -  A
 GC2741  ELLP ORDER  -  FOURTH    CLASS I
 GC2741
 GC2741.This mark is at Humphreys County Airport (0M5)
 GC2741
 GC2741.The horizontal coordinates were established by GPS observations
 GC2741.and adjusted by the National Geodetic Survey in August 2004..
 GC2741
 GC2741.The orthometric height was determined by GPS observations and a
 GC2741.high-resolution geoid model.
 GC2741
 GC2741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2741
 GC2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2741
 GC2741.The ellipsoidal height was determined by GPS observations
 GC2741.and is referenced to NAD 83.
 GC2741
 GC2741.The geoid height was determined by GEOID03.
 GC2741
 GC2741;                    North         East     Units Scale Factor Converg.
 GC2741;SPC TN       -   199,269.090   443,513.660   MT  0.99996054   -1 01 03.6
 GC2741;SPC TN       -   653,768.67  1,455,094.40   sFT  0.99996054   -1 01 03.6
 GC2741;UTM  16      - 3,997,160.050   433,555.780   MT  0.99965440   -0 26 06.7
 GC2741
 GC2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2741!SPC TN       -   0.99996876  x   0.99996054  =   0.99992930
 GC2741!UTM  16      -   0.99996876  x   0.99965440  =   0.99962317
 GC2741
 GC2741:                Primary Azimuth Mark                     Grid Az
 GC2741:SPC TN       -  GPS 29                                   226 07 14.3
 GC2741:UTM  16      -  GPS 29                                   225 32 17.4
 GC2741
 GC2741|---------------------------------------------------------------------|
 GC2741| PID    Reference Object                     Distance      Geod. Az  |
 GC2741|                                                           dddmmss.s |
 GC2741| GC2725 GPS 29                              431.005 METERS 2250610.7 |
 GC2741|---------------------------------------------------------------------|
 GC2741
 GC2741                          SUPERSEDED SURVEY CONTROL
 GC2741
 GC2741  NAD 83(1995)-  36 07 00.61915(N)    087 44 17.90940(W) AD(       ) 3
 GC2741  ELLIP H (04/12/99)  199.07   (m)                       GP(       ) 4 1
 GC2741  NAD 83(1995)-  36 07 00.61998(N)    087 44 17.91196(W) AD(       ) 3
 GC2741  NAD 83(1995)-  36 07 00.61998(N)    087 44 17.91196(W) AD(       ) 3
 GC2741  NGVD 29 (09/17/90)  227.9    (m)          748.     (f) GPS OBS        
 GC2741
 GC2741.Superseded values are not recommended for survey control.
 GC2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2741.See file dsdata.txt to determine how the superseded data were derived.
 GC2741
 GC2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3355697160(NAD 83)
 GC2741_MARKER: I = METAL ROD
 GC2741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2741_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2741_STAMPING: GPS 29 AZ MK 1987
 GC2741_MARK LOGO: NGS   
 GC2741_MAGNETIC: I = MARKER IS A STEEL ROD
 GC2741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2741+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2741
 GC2741  HISTORY     - Date     Condition        Report By
 GC2741  HISTORY     - 1987     MONUMENTED       NGS
 GC2741  HISTORY     - 19890727 GOOD
 GC2741  HISTORY     - 20031010 GOOD             TNDT
 GC2741
 GC2741                          STATION DESCRIPTION
 GC2741
 GC2741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2741'1.1 MILES EAST ALONG US HIGHWAY 70 FROM THE JUNCTION OF STATE
 GC2741'HIGHWAY 13 IN WAVERLY, TO THE JUNCTION OF POWERS BOULEVARD, THENCE
 GC2741'1.6 MILES NORTH ALONG POWERS BOULEVARD TO THE JUNCTION OF AIRPORT
 GC2741'ROAD, THENCE .18 MILES EAST ALONG AIRPORT ROAD TO THE OFFICE OF THE
 GC2741'HUMPHREYS COUNTY AIRPORT, THENCE 0.15 MILE NORTHEAST ALONG TAXIWAY
 GC2741'Y TO JUNCTION OF RUNWAY, THENCE 0.1 MILE NORTHERLY ALONG WEST SIDE OF
 GC2741'RUNWAY TO MARK, NEAR THE THIRD WHITE RUNLIGHT NORTH OF THE JUNCTION OF
 GC2741'TAXIWAY AND RUNWAY, A 3-D MARK A STAINLESS STEEL ROD DRIVEN 8.0 FEET
 GC2741'TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 GC2741'1 INCH PVC, PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND
 GC2741'---STAMPED GPS 29 AZ MK 1987, 1 INCH BELOW GROUND WITH RAILROAD SPIKE
 GC2741'CONCRETE, 44.7 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY 35.8 FEET
 GC2741'NORTHWEST OF THE THIRD WHITE RUNLIGHT FROM JUNCTION OF TAXIWAY AND
 GC2741'RUNWAY, AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS WITNESS POST.
 GC2741
 GC2741                          STATION RECOVERY (1989)
 GC2741
 GC2741'RECOVERED 1989
 GC2741'RECOVERED IN GOOD CONDITION.
 GC2741
 GC2741                          STATION RECOVERY (2003)
 GC2741
 GC2741'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2741'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF WAVERLY, AT
 GC2741'THE WAVERLY/HUMPHREYS COUNTY AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS
 GC2741'TRAVIS JENKINS, HUMPHREYS CO AIRPORT, 1005 AIRPORT ROAD, WAVERLY, TN
 GC2741'37185, TELEPHONE (615) 296-2719.  THE AIRPORT MANAGER MAY REQUIRE USE
 GC2741'OF THE AZIMUTH POINT 29 INSTEAD OF THE MAIN POINT.
 GC2741' 
 GC2741'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF E MAIN ST AND STATE
 GC2741'ROUTE 13 AT THE CITY SQUARE IN WAVERLY GO EAST FOR 1.8 KM (1.1 MI) ON
 GC2741'E MAIN STREET TO THE INTERSECTION OF POWERS BOULEVARD.  TURN LEFT AND
 GC2741'GO NORTH FOR 2.6 KM (1.6 MI) ON POWERS BOULEVARD TO THE INTERSECTION
 GC2741'OF AIRPORT ROAD.  TURN RIGHT AND GO EAST FOR 2.9 KM (1.8 MI) ON
 GC2741'AIRPORT ROAD TO THE AIRPORT OFFICE IN THE SOUTHEAST CORNER OF A STEEL
 GC2741'HANGAR AND A GATE.  PASS THROUGH THE GATE ADJACENT TO THE HANGAR AND
 GC2741'GO NORTHEAST 0.24 KM (0.15 MI) ALONG A TAXIWAY TO THE JUNCTION OF THE
 GC2741'RUNWAY.  TURN LEFT AND GO NORTHERLY 0.16 KM (0.1 MI) ALONG THE WEST
 GC2741'SIDE OF THE RUNWAY TO THE MARK, NEAR THE THIRD WHITE RUN LIGHT NORTH
 GC2741'OF THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 GC2741' 
 GC2741'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 M
 GC2741'(8 FT).  THE LOGO CAP IS STAMPED--GPS 29 AZ MK 1987--, AND A STEEL
 GC2741'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 13.6 M (44.7 FT) NORTHWEST
 GC2741'OF THE NORTHWEST EDGE OF THE RUNWAY, 10.9 M (35.8 FT) NORTHWEST OF THE
 GC2741'THIRD WHITE RUN LIGHT FROM THE JUNCTION OF THE TAXIWAY AND RUNWAY, AND
 GC2741'0.3 M (1 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  THE MARK IS 25
 GC2741'MM (1 IN) BELOW GROUND.
 GC2741' 
 GC2741'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GC2741'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7698 ***********************************************************************
 DG7698  CBN         -  This is a Cooperative Base Network Control Station.
 DG7698  DESIGNATION -  GPS 2A
 DG7698  PID         -  DG7698
 DG7698  STATE/COUNTY-  TN/SULLIVAN
 DG7698  USGS QUAD   -  BRISTOL (1991)
 DG7698
 DG7698                         *CURRENT SURVEY CONTROL
 DG7698  ___________________________________________________________________
 DG7698* NAD 83(1995)-  36 35 41.77191(N)    082 14 47.25473(W)     ADJUSTED  
 DG7698* NAVD 88     -       552.5    (meters)    1813.     (feet)  GPS OBS   
 DG7698  ___________________________________________________________________
 DG7698  X           -     691,740.080 (meters)                     COMP
 DG7698  Y           -  -5,080,460.563 (meters)                     COMP
 DG7698  Z           -   3,781,708.745 (meters)                     COMP
 DG7698  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG7698  ELLIP HEIGHT-         521.22  (meters)          (08/03/04) GPS OBS
 DG7698  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DG7698
 DG7698  HORZ ORDER  -  A
 DG7698  ELLP ORDER  -  FOURTH    CLASS I
 DG7698
 DG7698.The horizontal coordinates were established by GPS observations
 DG7698.and adjusted by the National Geodetic Survey in August 2004..
 DG7698
 DG7698.The orthometric height was determined by GPS observations and a
 DG7698.high-resolution geoid model.
 DG7698
 DG7698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7698
 DG7698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7698
 DG7698.The ellipsoidal height was determined by GPS observations
 DG7698.and is referenced to NAD 83.
 DG7698
 DG7698.The geoid height was determined by GEOID03.
 DG7698
 DG7698;                    North         East     Units Scale Factor Converg.
 DG7698;SPC TN       -   257,371.682   935,802.737   MT  1.00003648   +2 11 50.9
 DG7698;SPC TN       -   844,393.59  3,070,212.81   sFT  1.00003648   +2 11 50.9
 DG7698;UTM  17      - 4,050,661.966   388,506.834   MT  0.99975315   -0 44 35.4
 DG7698
 DG7698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7698!SPC TN       -   0.99991821  x   1.00003648  =   0.99995468
 DG7698!UTM  17      -   0.99991821  x   0.99975315  =   0.99967138
 DG7698
 DG7698                          SUPERSEDED SURVEY CONTROL
 DG7698
 DG7698.No superseded survey control is available for this station.
 DG7698
 DG7698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8850750662(NAD 83)
 DG7698_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7698_SETTING: 0 = UNSPECIFIED SETTING
 DG7698_SP_SET: SET TOP REBAR IN CONCRETE
 DG7698_STAMPING: GPS 2A
 DG7698_MARK LOGO: TNDT  
 DG7698_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7698+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7698
 DG7698  HISTORY     - Date     Condition        Report By
 DG7698  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7698  HISTORY     - 20031010 POOR             TNDT
 DG7698
 DG7698                          STATION DESCRIPTION
 DG7698
 DG7698'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7698'THE STATION IS LOCATED ABOUT 5 KM WEST OF BRISTOL, 10 KM NE OF
 DG7698'BLOUNTVILLE NEAR THE TN AND VA STATE LINE ON I-81.
 DG7698' 
 DG7698'THE STATION IS ON THE PROPERTY OF TN WELCOME CENTER.
 DG7698' 
 DG7698'TO REACH THE STATION FROM THE INTERSECTION OF I-81 AND US ROUTES 421
 DG7698'AND 58 WEST OF BRISTOL, GO SW ON I-81 FOR 1.4 KM TO TN AND VA STATE,
 DG7698'HERE CONTINUE SW FOR 1.6 KM TO THE ENTRANCE OF TN WELCOME CENTER AND
 DG7698'STATION SITE NEAR STONE PLANTER.
 DG7698' 
 DG7698'THE STATION IS SET IN THE TOP OF A 4 FT DEEP CONCRETE MONUMENT, 1.96 M
 DG7698'SOUTH OF W P, 2.30 M SW OF THE SE CORNER OF STONE PLANTER, 2.26 M SE
 DG7698'OF THE SW CORNER OF STONE PLANTER, 17.80 M NORTH OF THE CENTER OF A
 DG7698'1.30 X 1.30 CONCRETE STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3642 ***********************************************************************
 GA3642  CBN         -  This is a Cooperative Base Network Control Station.
 GA3642  PACS        -  This is a Primary Airport Control Station.
 GA3642  DESIGNATION -  GPS 3
 GA3642  PID         -  GA3642
 GA3642  STATE/COUNTY-  TN/HAWKINS
 GA3642  USGS QUAD   -  BUREM (1976)
 GA3642
 GA3642                         *CURRENT SURVEY CONTROL
 GA3642  ___________________________________________________________________
 GA3642* NAD 83(1995)-  36 27 23.98466(N)    082 53 12.35190(W)     ADJUSTED  
 GA3642* NAVD 88     -       381.02   (meters)    1250.1    (feet)  N HEIGHT  
 GA3642  ___________________________________________________________________
 GA3642  X           -     636,035.655 (meters)                     COMP
 GA3642  Y           -  -5,096,799.767 (meters)                     COMP
 GA3642  Z           -   3,769,275.432 (meters)                     COMP
 GA3642  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GA3642  ELLIP HEIGHT-         349.67  (meters)          (08/03/04) GPS OBS
 GA3642  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3642  DYNAMIC HT  -         380.67  (meters)    1248.9   (feet)  COMP
 GA3642  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GA3642
 GA3642  HORZ ORDER  -  B
 GA3642  VERT ORDER  -  THIRD
 GA3642  ELLP ORDER  -  FOURTH    CLASS I
 GA3642
 GA3642.This mark is at Hawkins County Airport (RVN)
 GA3642
 GA3642.The horizontal coordinates were established by GPS observations
 GA3642.and adjusted by the National Geodetic Survey in June 1994..
 GA3642
 GA3642.The orthometric height was determined by differential leveling
 GA3642.and adjusted by the National Geodetic Survey in August 1996..
 GA3642.The height was determined by precise leveling from only one NSRS
 GA3642.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GA3642.allowed ONLY to validate the GPS-derived height.
 GA3642
 GA3642.Photographs are available for this station.
 GA3642
 GA3642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3642
 GA3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3642
 GA3642.The ellipsoidal height was determined by GPS observations
 GA3642.and is referenced to NAD 83.
 GA3642
 GA3642.The geoid height was determined by GEOID03.
 GA3642
 GA3642.The dynamic height is computed by dividing the NAVD 88
 GA3642.geopotential number by the normal gravity value computed on the
 GA3642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3642.degrees latitude (g = 980.6199 gals.).
 GA3642
 GA3642.The modeled gravity was interpolated from observed gravity values.
 GA3642
 GA3642;                    North         East     Units Scale Factor Converg.
 GA3642;SPC TN       -   240,025.304   879,028.538   MT  1.00000734   +1 49 21.4
 GA3642;SPC TN       -   787,483.02  2,883,946.13   sFT  1.00000734   +1 49 21.4
 GA3642;UTM  17      - 4,036,255.449   330,927.141   MT  0.99995220   -1 07 17.1
 GA3642
 GA3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3642!SPC TN       -   0.99994513  x   1.00000734  =   0.99995246
 GA3642!UTM  17      -   0.99994513  x   0.99995220  =   0.99989733
 GA3642
 GA3642:                Primary Azimuth Mark                     Grid Az
 GA3642:SPC TN       -  GPS 3 AZ MK                              061 30 12.6
 GA3642:UTM  17      -  GPS 3 AZ MK                              064 26 51.1
 GA3642
 GA3642|---------------------------------------------------------------------|
 GA3642| PID    Reference Object                     Distance      Geod. Az  |
 GA3642|                                                           dddmmss.s |
 GA3642| GA3655 GPS 3 AZ MK                         436.450 METERS 0631934.0 |
 GA3642| DE8305 RVN A                               378.395 METERS 24922     |
 GA3642|---------------------------------------------------------------------|
 GA3642
 GA3642                          SUPERSEDED SURVEY CONTROL
 GA3642
 GA3642  ELLIP H (04/04/94)  349.53   (m)                       GP(       ) 4 1
 GA3642  NAD 83(1995)-  36 27 23.98740(N)    082 53 12.35816(W) AD(       ) B
 GA3642  ELLIP H (09/07/90)  349.53   (m)                       GP(       ) 4 1
 GA3642  NAD 27      -  36 27 23.64703(N)    082 53 12.77335(W) AD(       ) 3
 GA3642  NAVD 88 (08/03/04)  381.02   (m)         1250.1    (f) LEVELING    3  
 GA3642  NAVD 88 (12/14/95)  381.02   (m)         1250.1    (f) LEVELING    3  
 GA3642  NGVD 29 (??/??/??)  381.19   (m)         1250.6    (f) N HEIGHT    3  
 GA3642
 GA3642.Superseded values are not recommended for survey control.
 GA3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3642.See file dsdata.txt to determine how the superseded data were derived.
 GA3642
 GA3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3092736255(NAD 83)
 GA3642_MARKER: I = METAL ROD
 GA3642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3642_SP_SET: STAINLESS STEEL ROD
 GA3642_STAMPING: GPS 3 1987
 GA3642_MARK LOGO: NGS   
 GA3642_PROJECTION: FLUSH
 GA3642_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3642+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 GA3642_ROD/PIPE-DEPTH: 5.80 meters
 GA3642_SLEEVE-DEPTH  : 0.90 meters
 GA3642
 GA3642  HISTORY     - Date     Condition        Report By
 GA3642  HISTORY     - 1987     MONUMENTED       NGS
 GA3642  HISTORY     - 1987     GOOD             NGS
 GA3642  HISTORY     - 19881221 GOOD
 GA3642  HISTORY     - 19930628 GOOD             NGS
 GA3642  HISTORY     - 19950606 GOOD             NGS
 GA3642  HISTORY     - 20020114 GOOD             NGS
 GA3642  HISTORY     - 20020114 GOOD             NGS
 GA3642  HISTORY     - 20031010 GOOD             TNDT
 GA3642  HISTORY     - 20050124 GOOD             CAS
 GA3642
 GA3642                          STATION DESCRIPTION
 GA3642
 GA3642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3642'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHEAST OF
 GA3642'ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, ON THE
 GA3642'ROGERSVILLE/HAWKINS COUNTY AIRPORT, NEAR THE JUNCTION OF THE RUNWAY
 GA3642'AND THE TAWIWAY.
 GA3642'OWNERSHIP--AIRPORT MANAGER IS MR. DELMER GILLENWATER, TELEPHONE
 GA3642'(615)345-3261.
 GA3642'
 GA3642'TO REACH THE STATION FROM THE JUNCTION OF TN 70N, STATE ROUTE 347E,
 GA3642'AND U.S. HIGHWAY 11W AT THE NORTHEAST EDGE OF ROGERSVILLE, GO
 GA3642'NORTHEAST FOR 8.5 KM (5.3 MI) ON U.S. HIGHWAY 11W TO THE JUNCTION OF
 GA3642'STATE ROUTE 346N ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.66
 GA3642'KM (1.65 MI) ON STATE ROUTE 346N TO A PAVED ROAD ON THE LEFT LEADING
 GA3642'TO THE AIRPORT.  TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) ON THE
 GA3642'PAVED ROAD TO THE AIRPORT OFFICE AND HANGAR BUILDING.  PASS ON PAVED
 GA3642'ROAD WEST OF HANGAR/OFFICE BUILDING THROUGH A GATE AND GO WEST FOR
 GA3642'0.8 KM (0.5 MI) TO THE STATION.
 GA3642'
 GA3642'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.8 METERS
 GA3642'(19 FT).  THE LOGO CAP IS STAMPED---GPS 3 1987---, AND A STEEL SPIKE
 GA3642'IS SET IN THE CONCRETE.  LOCATED 23.6 METERS (77.5 FT)
 GA3642'SOUTH-SOUTHEAST FROM THE RUNWAY CENTERLINE, 14.9 METERS (49 FT)
 GA3642'NORTH FROM THE TAXIWAY CENTERLINE, 8.5 METERS (28 FT) EAST FROM THE
 GA3642'BLUE TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY AND THE TAXIWAY,
 GA3642'0.4 METERS (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GA3642
 GA3642                          STATION RECOVERY (1987)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3642'RECOVERED IN GOOD CONDITION.
 GA3642
 GA3642                          STATION RECOVERY (1988)
 GA3642
 GA3642'RECOVERED 1988
 GA3642'RECOVERED IN GOOD CONDITION.
 GA3642
 GA3642                          STATION RECOVERY (1993)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3642'THE STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTHEAST OF
 GA3642'ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, ON THE
 GA3642'ROGERSVILLE/HAWKINS COUNTY AIRPORT, NEAR THE JUNCTION OF THE RUNWAY
 GA3642'AND TAXIWAY. OWNERSHIP--AIRPORT MANAGER IS MR. JOHN WALLER, PHONE
 GA3642'615-345-4362.
 GA3642'TO REACH THE STATION FROM THE JUNCTION OF TN 70N, STATE ROUTE 347E,
 GA3642'AND U.S. HIGHWAY 11W AT THE NORTH EDGE OF ROGERSVILLE, GO NORTHEAST
 GA3642'FOR 8.7 KM (5.40 MI) ON U.S. HIGHWAY 11W TO THE JUNCTION OF STATE
 GA3642'ROUTE 346N ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.66 KM
 GA3642'(1.65 MI) ON STATE ROUTE 346N TO A PAVED ROAD ON THE LEFT LEADING TO
 GA3642'THE AIRPORT.  TURN LEFT AND GO NORTH FOR 0.16 KM (0.10 MI) ON THE
 GA3642'PAVED ROAD TO THE AIRPORT OFFICE AND HANGAR BUILDING.  PASS ON PAVED
 GA3642'ROAD WEST OF HANGAR/OFFICE BUILDING THROUGH A GATE AND GO WEST FOR
 GA3642'0.08 KM (0.05 MI) TO THE STATION.
 GA3642'LOCATED 23.6 M (77.4 FT) SOUTH-SOUTHEAST FROM THE RUNWAY CENTERLINE,
 GA3642'14.9 M (48.9 FT) NORTH FROM THE TAXIWAY CENTERLINE, 8.5 M (27.9 FT)
 GA3642'EAST FROM THE BLUE TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY AND THE
 GA3642'TAXIWAY AND 0.4 M (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GA3642
 GA3642                          STATION RECOVERY (1995)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3642'RECOVERED AS DESCRIBED.
 GA3642
 GA3642                          STATION RECOVERY (2002)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3642'THE 1993 DESCRIPTION IS ADEQUATE WITH FOLLOWING CHANGE. THE AIRPORT
 GA3642'MANAGER IS NOW
 GA3642'MARK FINLY. PHONE 423 345 0219.
 GA3642'
 GA3642
 GA3642                          STATION RECOVERY (2002)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3642'THE 1993 DESCRIPTION IS ADEQUATE WITH FOLLOWING CHANGE. THE AIRPORT
 GA3642'MANAGER IS NOW
 GA3642'MARK FINLY. PHONE 423 345 0219.
 GA3642'
 GA3642
 GA3642                          STATION RECOVERY (2003)
 GA3642
 GA3642'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3642'RECOVERED AS DESCRIBED.
 GA3642
 GA3642                          STATION RECOVERY (2005)
 GA3642
 GA3642'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA3642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3655 ***********************************************************************
 GA3655  SACS        -  This is a Secondary Airport Control Station.
 GA3655  DESIGNATION -  GPS 3 AZ MK
 GA3655  PID         -  GA3655
 GA3655  STATE/COUNTY-  TN/HAWKINS
 GA3655  USGS QUAD   -  BUREM (1976)
 GA3655
 GA3655                         *CURRENT SURVEY CONTROL
 GA3655  ___________________________________________________________________
 GA3655* NAD 83(1995)-  36 27 30.34065(N)    082 52 56.68901(W)     ADJUSTED  
 GA3655* NAVD 88     -       377.24   (meters)    1237.7    (feet)  GPS OBS   
 GA3655  ___________________________________________________________________
 GA3655  X           -     636,407.881 (meters)                     COMP
 GA3655  Y           -  -5,096,632.916 (meters)                     COMP
 GA3655  Z           -   3,769,430.778 (meters)                     COMP
 GA3655  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GA3655  ELLIP HEIGHT-         345.90  (meters)          (08/03/04) GPS OBS
 GA3655  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3655
 GA3655  HORZ ORDER  -  FIRST
 GA3655  ELLP ORDER  -  FOURTH    CLASS I
 GA3655
 GA3655.This mark is at Hawkins County Airport (RVN)
 GA3655
 GA3655.The horizontal coordinates were established by GPS observations
 GA3655.and adjusted by the National Geodetic Survey in October 2002..
 GA3655
 GA3655.The orthometric height was determined by GPS observations and a
 GA3655.high-resolution geoid model.
 GA3655
 GA3655.GPS derived orthometric heights for airport stations designated as
 GA3655.PACS or SACS are published to 2 decimal places.  This maintains
 GA3655.centimeter relative accuracy between the PACS and SACS.  It does
 GA3655.not indicate centimeter accuracy relative to other marks which are
 GA3655.part of the NAVD 88 network.
 GA3655
 GA3655.Photographs are available for this station.
 GA3655
 GA3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3655
 GA3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3655
 GA3655.The ellipsoidal height was determined by GPS observations
 GA3655.and is referenced to NAD 83.
 GA3655
 GA3655.The geoid height was determined by GEOID03.
 GA3655
 GA3655;                    North         East     Units Scale Factor Converg.
 GA3655;SPC TN       -   240,233.538   879,412.113   MT  1.00000767   +1 49 30.6
 GA3655;SPC TN       -   788,166.20  2,885,204.57   sFT  1.00000767   +1 49 30.6
 GA3655;UTM  17      - 4,036,443.697   331,320.883   MT  0.99995056   -1 07 07.9
 GA3655
 GA3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3655!SPC TN       -   0.99994572  x   1.00000767  =   0.99995339
 GA3655!UTM  17      -   0.99994572  x   0.99995056  =   0.99989628
 GA3655
 GA3655:                Primary Azimuth Mark                     Grid Az
 GA3655:SPC TN       -  GPS 3                                    241 30 12.7
 GA3655:UTM  17      -  GPS 3                                    244 26 51.2
 GA3655
 GA3655|---------------------------------------------------------------------|
 GA3655| PID    Reference Object                     Distance      Geod. Az  |
 GA3655|                                                           dddmmss.s |
 GA3655| GA3642 GPS 3                               436.450 METERS 2431943.3 |
 GA3655|---------------------------------------------------------------------|
 GA3655
 GA3655                          SUPERSEDED SURVEY CONTROL
 GA3655
 GA3655  ELLIP H (10/23/02)  345.91   (m)                       GP(       ) 4 1
 GA3655  NAD 83(1995)-  36 27 30.34100(N)    082 52 56.68925(W) AD(       ) 3
 GA3655  ELLIP H (04/12/99)  345.91   (m)                       GP(       ) 4 1
 GA3655  NAD 83(1995)-  36 27 30.34374(N)    082 52 56.69551(W) AD(       ) 3
 GA3655  NGVD 29 (09/17/90)  377.4    (m)         1238.     (f) GPS OBS        
 GA3655
 GA3655.Superseded values are not recommended for survey control.
 GA3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3655.See file dsdata.txt to determine how the superseded data were derived.
 GA3655
 GA3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3132136444(NAD 83)
 GA3655_MARKER: I = METAL ROD
 GA3655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3655_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3655_STAMPING: GPS 3 AZ MK 1987
 GA3655_MARK LOGO: NGS   
 GA3655_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3655+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3655
 GA3655  HISTORY     - Date     Condition        Report By
 GA3655  HISTORY     - 1987     MONUMENTED       NGS
 GA3655  HISTORY     - 19881221 GOOD
 GA3655  HISTORY     - 20020114 GOOD             NGS
 GA3655  HISTORY     - 20031010 GOOD             TNDT
 GA3655
 GA3655                          STATION DESCRIPTION
 GA3655
 GA3655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3655'FROM THE JUNCTION US HIGHWAY 11W NORTH AN STATE HIGHWAY 346,
 GA3655'2 20 MILES SOUTHEAST OF SURGOINSVILLE, GO 1.60 MILES NORTH ALONG
 GA3655'STATE HIGHWAY 346 TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD TO
 GA3655'THE ROGERSVILLE - HAWKINS COUNTY AIRPORT, THENCE 0.1 MILE NORTHWEST
 GA3655'ALONG THE AIRPORT ROAD TO THE OFFICE, THENCE 0.2 MILE NORTHEAST OF
 GA3655'THE Y JUNCTION OF TAXIWAY AND RUNWAY, A 3-D MARK, A STAINLESS STEEL
 GA3655'ROD DRIVEN TO REFUSAL AT 43.0 FEET, 3 INCHES BELOW GROUND, ENCASED IN
 GA3655'A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE
 GA3655'WITH A LOGO CAP ---STAMPED GPS 3 AZ MK 1987 FLUSH WITH GROUND, 22.0
 GA3655'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY, 104.0 FEET SOUTHEAST
 GA3655'OF A RUNWAY LIGHT, 101.0 FEET SOUTHWEST OF A RUNWAY LIGHT, 93.0 FEET
 GA3655'NORTHWEST OF A PIPE CULVERT UNDER THE GROUND AND NEXT TO A LONG PINE
 GA3655'
 GA3655'NOTE--  AZ MK IS 0.2 MILE NORTHEAST OF GPS 3 1987.  A 1 FOOT REBAR
 GA3655'WAS PUT IN THE CONCRETE AROUND MARK.
 GA3655
 GA3655                          STATION RECOVERY (1988)
 GA3655
 GA3655'RECOVERED 1988
 GA3655'RECOVERED IN GOOD CONDITION.
 GA3655
 GA3655                          STATION RECOVERY (2002)
 GA3655
 GA3655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3655'THIS STATION IS LOCATED ABOUT 12.9 MILES (20.8 KM) NORTHEAST OF
 GA3655'ROGERSVILLE, AT THE WEST
 GA3655'EDGE OF SURGOINVILLE, ON THE ROGERSVILLE HAWKINS COUNTY AIRPORT, IN
 GA3655'THE GRASS AREA
 GA3655'SOUTHEAST OF THE RUNWAY.  OWNERSHIP IS ROGERSVILLE HAWKINS COUNTY,
 GA3655'TENNESSEE.
 GA3655'AIRPORT MANAGER IS MARK FINLEY. PHONE 423 345 0219.
 GA3655' 
 GA3655'FROM THE JUNCTION OF U.S. HIGHWAY 11W NORTH AND STATE HIGHWAY 346,
 GA3655'2.20 MILES
 GA3655'SOUTHEAST OF SURGOINSVILLE, GO 1.6 MILES NORTH ALONG STATE HIGHWAY 346
 GA3655'TO THE
 GA3655'JUNCTION OF THE AIRPORT ENTRANCE ROAD TO THE ROGERSVILLE HAWKINS
 GA3655'COUNTY AIRPORT,
 GA3655'CONTINUE NORTHWEST 0.1 MILE ALONG THE AIRPORT ROAD TO THE OFFICE. THE
 GA3655'IS 0.2 MILE
 GA3655'NORTHEAST OF THE Y JUNCTION OF TAXIWAY AND RUNWAY.
 GA3655' 
 GA3655'THE STATION IS 22.0 FEET SOUTHEAST OF THE SOUTHEAST EADGE OF THE
 GA3655'RUNWAY,  104.0 FEET
 GA3655'SOUTHEAST OF A RUNWAY LIGHT, 101.0 FEET SOUTHEAST OF A RUNWAY LIGHT,
 GA3655'93.0 FEET
 GA3655'NORTHWEST OF A PIPE CULVERT.
 GA3655'THIS STATION HAS BE DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 GA3655'OR SACS.
 GA3655'
 GA3655
 GA3655                          STATION RECOVERY (2003)
 GA3655
 GA3655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3655'THE AZIMUTH MARK IS LOCATED ABOUT 12.9 KM (8 MI) NORTHEAST OF
 GA3655'ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, ON THE
 GA3655'ROGERSVILLE/HAWKINS COUNTY AIRPORT, NEAR THE JUNCTION OF THE RUNWAY
 GA3655'AND THE TAXIWAY.  OWNERSHIP--AIRPORT MANAGER IS MR EARL HAYBORN,
 GA3655'TELEPHONE (615) 345-0219.
 GA3655' 
 GA3655'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF TN 70N, STATE ROUTE
 GA3655'347E, AND US HIGHWAY 11W AT THE NORTHEAST EDGE OF ROGERSVILLE, GO
 GA3655'NORTHEAST FOR 8.7 KM (5.4 MI) ON US HIGHWAY 11W TO THE JUNCTION OF
 GA3655'STATE ROUTE 346N ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.66
 GA3655'KM (1.65 MI) ON STATE ROUTE 346N TO A PAVED ROAD ON THE LEFT LEADING
 GA3655'TO THE AIRPORT, TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) ON THE
 GA3655'PAVED ROAD TO THE AIRPORT OFFICE AND HANGAR BUILDING.  PASS ON THE
 GA3655'PAVED ROAD WEST OF THE HANGAR/OFFICE BUILDING THROUGH A GATE AND GO
 GA3655'EAST FOR 0.40 KM (0.25 MI) ALONG THE TAXIWAY AND RUNWAY TO THE MARK ON
 GA3655'THE RIGHT, 0.16 KM (0.1 MI) EAST OF THE Y JUNCTION OF THE TAXIWAY AND
 GA3655'RUNWAY.
 GA3655' 
 GA3655'THE AZIMUTH IS A 3-D MARK WITH STAINLESS ROD DRIVEN 13.1 M (43 FT).
 GA3655'THE LOGO CAP IS STAMPED--GPS 3 AZ MK 1987--, AND A STEEL REBAR IS SET
 GA3655'IN CONCRETE.  LOCATED 6.7 M (22 FT) SOUTH OF THE SOUTH EDGE OF THE
 GA3655'RUNWAY, 18.3 M (60 FT) EAST OF A RUNWAY LIGHT, 42.1 M (138 FT)
 GA3655'SOUTHWEST OF A RUNWAY LIGHT, 28.3 M (93 FT) NORTH OF A PIPE CULVERT
 GA3655'UNDER THE GROUND IN A DITCH, AND 0.6 M (2 FT) WEST OF A FIBERGLASS
 GA3655'WITNESS POST.  THE MARK IS 0.40 KM (0.25 MI) EAST OF GPS 3 1987.
 GA3655' 
 GA3655'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GA3655'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1866 ***********************************************************************
 GD1866  CBN         -  This is a Cooperative Base Network Control Station.
 GD1866  PACS        -  This is a Primary Airport Control Station.
 GD1866  DESIGNATION -  GPS 30
 GD1866  PID         -  GD1866
 GD1866  STATE/COUNTY-  TN/BENTON
 GD1866  USGS QUAD   -  CAMDEN (1984)
 GD1866
 GD1866                         *CURRENT SURVEY CONTROL
 GD1866  ___________________________________________________________________
 GD1866* NAD 83(1995)-  36 00 43.56473(N)    088 07 22.15355(W)     ADJUSTED  
 GD1866* NAVD 88     -       139.319  (meters)     457.08   (feet)  ADJUSTED  
 GD1866  ___________________________________________________________________
 GD1866  X           -     169,200.236 (meters)                     COMP
 GD1866  Y           -  -5,162,527.137 (meters)                     COMP
 GD1866  Z           -   3,729,343.117 (meters)                     COMP
 GD1866  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GD1866  ELLIP HEIGHT-         110.92  (meters)          (08/03/04) GPS OBS
 GD1866  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1866  DYNAMIC HT  -         139.201 (meters)     456.70  (feet)  COMP
 GD1866  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GD1866
 GD1866  HORZ ORDER  -  B
 GD1866  VERT ORDER  -  THIRD
 GD1866  ELLP ORDER  -  FOURTH    CLASS I
 GD1866
 GD1866.This mark is at Benton County Airport (0M4)
 GD1866
 GD1866.The horizontal coordinates were established by GPS observations
 GD1866.and adjusted by the National Geodetic Survey in December 1995..
 GD1866
 GD1866.The orthometric height was determined by differential leveling
 GD1866.and adjusted by the National Geodetic Survey in August 1996..
 GD1866
 GD1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1866
 GD1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1866
 GD1866.The ellipsoidal height was determined by GPS observations
 GD1866.and is referenced to NAD 83.
 GD1866
 GD1866.The geoid height was determined by GEOID03.
 GD1866
 GD1866.The dynamic height is computed by dividing the NAVD 88
 GD1866.geopotential number by the normal gravity value computed on the
 GD1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1866.degrees latitude (g = 980.6199 gals.).
 GD1866
 GD1866.The modeled gravity was interpolated from observed gravity values.
 GD1866
 GD1866;                    North         East     Units Scale Factor Converg.
 GD1866;SPC TN       -   188,333.446   408,651.887   MT  0.99995321   -1 14 34.0
 GD1866;SPC TN       -   617,890.65  1,340,718.73   sFT  0.99995321   -1 14 34.0
 GD1866;UTM  16      - 3,985,873.636   398,816.310   MT  0.99972615   -0 39 36.8
 GD1866
 GD1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1866!SPC TN       -   0.99998259  x   0.99995321  =   0.99993580
 GD1866!UTM  16      -   0.99998259  x   0.99972615  =   0.99970875
 GD1866
 GD1866:                Primary Azimuth Mark                     Grid Az
 GD1866:SPC TN       -  0M4 A                                    044 36 21.9
 GD1866:UTM  16      -  0M4 A                                    044 01 24.7
 GD1866
 GD1866|---------------------------------------------------------------------|
 GD1866| PID    Reference Object                     Distance      Geod. Az  |
 GD1866|                                                           dddmmss.s |
 GD1866| AI9847 0M4 A                               478.956 METERS 0432147.9 |
 GD1866| GD1917 GPS 30 AZ MK                        APPROX. 0.6 KM 2150001.5 |
 GD1866|---------------------------------------------------------------------|
 GD1866
 GD1866                          SUPERSEDED SURVEY CONTROL
 GD1866
 GD1866  ELLIP H (12/14/95)  110.92   (m)                       GP(       ) 1 2
 GD1866  NAD 83(1995)-  36 00 43.56536(N)    088 07 22.15593(W) AD(       ) B
 GD1866  ELLIP H (09/07/90)  110.87   (m)                       GP(       ) 4 1
 GD1866  NAVD 88 (12/14/95)  139.32   (m)          457.1    (f) LEVELING    3  
 GD1866  NGVD 29 (09/07/90)  139.34   (m)          457.2    (f) LEVELING    3  
 GD1866
 GD1866.Superseded values are not recommended for survey control.
 GD1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1866.See file dsdata.txt to determine how the superseded data were derived.
 GD1866
 GD1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9881685874(NAD 83)
 GD1866_MARKER: I = METAL ROD
 GD1866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1866_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1866_STAMPING: GPS 30 1987
 GD1866_MARK LOGO: NGS   
 GD1866_PROJECTION: FLUSH
 GD1866_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GD1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1866+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1866_ROD/PIPE-DEPTH: 10.4 meters
 GD1866_SLEEVE-DEPTH  : 0.90 meters
 GD1866
 GD1866  HISTORY     - Date     Condition        Report By
 GD1866  HISTORY     - 1987     MONUMENTED       NGS
 GD1866  HISTORY     - 1987     GOOD             NGS
 GD1866  HISTORY     - 19890727 GOOD
 GD1866  HISTORY     - 19901219 GOOD             NGS
 GD1866  HISTORY     - 19910131 GOOD
 GD1866  HISTORY     - 19950619 GOOD             NGS
 GD1866  HISTORY     - 1999     GOOD             LOWE
 GD1866  HISTORY     - 20031010 GOOD             TNDT
 GD1866
 GD1866                          STATION DESCRIPTION
 GD1866
 GD1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1866'THE STATION IS LOCATED ABOUT 5 KM (3 MI) SOUTH OF CAMDEN, AT THE
 GD1866'CAMDEN/BENTON COUNTY AIRPORT.
 GD1866'OWNERSHIP--AIRPORT IS UNATTENDED.  CONTACT THE COUNTY EXECUTIVE,
 GD1866'MR. JOE WRIGHT, TELEPHONE (901)584-6011.  MR. WRIGHT CAN ADVISE
 GD1866'REGARDING POSSIBLE NEED TO CONTACT THE COUNTY SHERIFF FOR ACCESS
 GD1866'AFTER DARK.
 GD1866'
 GD1866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 BYPASS
 GD1866'AND U.S. HIGHWAY 641, ABOUT 3 KM (2 MI) SOUTH OF CAMDEN, GO
 GD1866'WEST FOR 0.05 KM (0.15 MI) ON U.S. HIGHWAY 70 BYPASS TO THE
 GD1866'INTERSECTION OF NATCHEZ TRACE ROAD.
 GD1866'TURN LEFT AND GO SOUTH FOR 0.50 KM (1.65 MI) ON NATCHEZ TRACE ROAD
 GD1866'TO THE INTERSECTION OF THE GRAVEL ENTRANCE DRIVE FOR THE AIRPORT.
 GD1866'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON THE GRAVEL ENTRANCE
 GD1866'DRIVE TO THE AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE AND
 GD1866'GO EAST FOR 0.2 KM (0.1 MI) ON A TAXIWAY TO THE STATION ON THE
 GD1866'RIGHT AT THE JUNCTION WITH THE RUNWAY.
 GD1866'
 GD1866'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 10.4
 GD1866'METERS (34 FT).  THE LOGO CAP IS STAMPED---GPS 30 1987---, AND A
 GD1866'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 GD1866'20.1 METERS (66 FT) SOUTH FROM THE TAXIWAY CENTER,
 GD1866'20.7 METERS (68 FT) NORTHWEST FROM THE RUNWAY CENTER,
 GD1866'7.0 METERS (23 FT) WEST FROM A BLUE TAXIWAY LIGHT AT THE JUNCTION,
 GD1866'0.24 METERS (0.8 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 GD1866
 GD1866                          STATION RECOVERY (1987)
 GD1866
 GD1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GD1866'RECOVERED IN GOOD CONDITION.
 GD1866
 GD1866                          STATION RECOVERY (1989)
 GD1866
 GD1866'RECOVERED 1989
 GD1866'RECOVERED IN GOOD CONDITION.
 GD1866
 GD1866                          STATION RECOVERY (1990)
 GD1866
 GD1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1866'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTH OF CAMDEN, AT THE
 GD1866'BENTON COUNTY AIRPORT AND AT THE JUNCTION OF THE RUNWAY AND TAXIWAY.
 GD1866'OWNERSHIP--BENTON COUNTY, PUBLIC SQUARE, BENTON COUNTY COURTHOUSE,
 GD1866'CAMDEN, TN 38320, PHONE 901-584-6011, AIRPORT MANAGER IS BILLY OR
 GD1866'JAMES HIGHTOWER, PHONE 901-584-5343.
 GD1866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 641 AND STATE
 GD1866'HIGHWAY 70 BYPASS, ABOUT 3.0 KM (1.9 MI) SOUTHEAST OF CAMDEN, GO WEST
 GD1866'ON HIGHWAY 70 BYPASS FOR 0.24 KM (0.15 MI) TO A FOUR-WAY STOP AND THE
 GD1866'JUNCTION OF NATCHEZ TRACE ROAD (NO ROAD SIGN), TURN LEFT, SOUTH, ON
 GD1866'NATCHEZ TRACE ROAD FOR 2.65 KM (1.65 MI) TO THE AIRPORT ENTRANCE ROAD
 GD1866'ON THE LEFT, TURN LEFT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.32
 GD1866'KM (0.20 MI) TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT, PASS THRU
 GD1866'THE GATE AND ONTO THE APRON, GO EASTERLY ACROSS THE APRON TO THE
 GD1866'TAXIWAY, CONTINUE AHEAD ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 GD1866'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 GD1866'THE STATION IS LOCATED 20.7 M (67.9 FT) NORTHWEST OF THE CENTER OF THE
 GD1866'RUNWAY, 20.1 M (65.9 FT) SOUTH OF THE CENTER OF THE TAXIWAY, 7.0 M
 GD1866'(23.0 FT) WEST OF A TAXI LIGHT AND 0.24 M (0.79 FT) NORTHWEST OF A
 GD1866'FIBERGLASS WITNESS POST.
 GD1866
 GD1866                          STATION RECOVERY (1991)
 GD1866
 GD1866'RECOVERED 1991
 GD1866'RECOVERED IN GOOD CONDITION.
 GD1866
 GD1866                          STATION RECOVERY (1995)
 GD1866
 GD1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1866'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF CAMDEN, AT THE
 GD1866'CAMDEN/BENTON COUNTY AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS BILL
 GD1866'HIGHTOWER, CAMDEN/BENTON COUNTY AIRPORT, CAMDEN, TN 38320, TELEPHONE
 GD1866'(615) 584-5343.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 GD1866'HIGHWAY 70 BYPASS AND U.S. HIGHWAY 641, ABOUT 3 KM (1.85 MI) SOUTH OF
 GD1866'CAMDEN, GO WEST FOR 0.24 KM (0.15 MI) ON U.S. HIGHWAY 70 BYPASS TO THE
 GD1866'INTERSECTION ON NATCHEZ TRACE ROAD.  TURN LEFT AND GO SOUTH FOR 2.7 KM
 GD1866'(1.65 MI) ON NATCHEZ TRACE ROAD TO THE INTERSECTION OF THE PAVED
 GD1866'ENTRANCE DRIVE FOR THE AIRPORT.  TURN LEFT AND GO EAST FOR 0.3 KM
 GD1866'(0.20 MI) ON THE ENTRANCE DRIVE TO THE AIRPORT OFFICE AND A GATE. PASS
 GD1866'THROUGH THE GATE AND GO EAST FOR 0.2 KM (0.10 MI) ON A TAXIWAY TO THE
 GD1866'STATION ON THE RIGHT AT THE JUNCTION WITH THE RUNWAY.  LOCATED 20.1 M
 GD1866'(65.9 FT) SOUTH FROM THE TAXIWAY CENTER, 20.7 M (67.9 FT) NORTHWEST
 GD1866'FROM THE RUNWAY CENTER, 11.0 M (36.1 FT) SOUTHWEST FROM A BLUE TAXIWAY
 GD1866'LIGHT IN THE ARC OF THE JUNCTION, 0.24 M (0.79 FT) NORTHWEST FROM A
 GD1866'FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 GD1866
 GD1866                          STATION RECOVERY (1999)
 GD1866
 GD1866'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1866'RECOVERED 1999
 GD1866'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 GD1866'AIRPORT CONTROL STATION.
 GD1866' 
 GD1866' 
 GD1866'
 GD1866
 GD1866                          STATION RECOVERY (2003)
 GD1866
 GD1866'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1866'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1917 ***********************************************************************
 GD1917  SACS        -  This is a Secondary Airport Control Station.
 GD1917  DESIGNATION -  GPS 30 AZ MK
 GD1917  PID         -  GD1917
 GD1917  STATE/COUNTY-  TN/BENTON
 GD1917  USGS QUAD   -  BRUCETON (1987)
 GD1917
 GD1917                         *CURRENT SURVEY CONTROL
 GD1917  ___________________________________________________________________
 GD1917* NAD 83(1995)-  36 00 27.68565(N)    088 07 35.83798(W)     ADJUSTED  
 GD1917* NAVD 88     -       141.78   (meters)     465.2    (feet)  GPS OBS   
 GD1917  ___________________________________________________________________
 GD1917  X           -     168,867.206 (meters)                     COMP
 GD1917  Y           -  -5,162,827.953 (meters)                     COMP
 GD1917  Z           -   3,728,948.665 (meters)                     COMP
 GD1917  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GD1917  ELLIP HEIGHT-         113.40  (meters)          (08/03/04) GPS OBS
 GD1917  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1917
 GD1917  HORZ ORDER  -  FIRST
 GD1917  ELLP ORDER  -  FOURTH    CLASS I
 GD1917
 GD1917.This mark is at Benton County Airport (0M4)
 GD1917
 GD1917.The horizontal coordinates were established by GPS observations
 GD1917.and adjusted by the National Geodetic Survey in February 2001..
 GD1917
 GD1917.The orthometric height was determined by GPS observations and a
 GD1917.high-resolution geoid model.
 GD1917
 GD1917.GPS derived orthometric heights for airport stations designated as
 GD1917.PACS or SACS are published to 2 decimal places.  This maintains
 GD1917.centimeter relative accuracy between the PACS and SACS.  It does
 GD1917.not indicate centimeter accuracy relative to other marks which are
 GD1917.part of the NAVD 88 network.
 GD1917
 GD1917.Photographs are available for this station.
 GD1917
 GD1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1917
 GD1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1917
 GD1917.The ellipsoidal height was determined by GPS observations
 GD1917.and is referenced to NAD 83.
 GD1917
 GD1917.The geoid height was determined by GEOID03.
 GD1917
 GD1917;                    North         East     Units Scale Factor Converg.
 GD1917;SPC TN       -   187,851.599   408,298.669   MT  0.99995298   -1 14 42.0
 GD1917;SPC TN       -   616,309.79  1,339,559.88   sFT  0.99995298   -1 14 42.0
 GD1917;UTM  16      - 3,985,388.332   398,468.089   MT  0.99972702   -0 39 44.6
 GD1917
 GD1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1917!SPC TN       -   0.99998220  x   0.99995298  =   0.99993518
 GD1917!UTM  16      -   0.99998220  x   0.99972702  =   0.99970923
 GD1917
 GD1917:                Primary Azimuth Mark                     Grid Az
 GD1917:SPC TN       -  GPS 30                                   036 14 35.5
 GD1917:UTM  16      -  GPS 30                                   035 39 38.1
 GD1917
 GD1917|---------------------------------------------------------------------|
 GD1917| PID    Reference Object                     Distance      Geod. Az  |
 GD1917|                                                           dddmmss.s |
 GD1917| GD1866 GPS 30                              APPROX. 0.6 KM 0345953.5 |
 GD1917|---------------------------------------------------------------------|
 GD1917
 GD1917                          SUPERSEDED SURVEY CONTROL
 GD1917
 GD1917  ELLIP H (02/20/01)  113.43   (m)                       GP(       ) 2 1
 GD1917  NAD 83(1995)-  36 00 27.68562(N)    088 07 35.83758(W) AD(       ) 3
 GD1917  ELLIP H (04/12/99)  113.42   (m)                       GP(       ) 4 1
 GD1917  NAD 83(1995)-  36 00 27.68625(N)    088 07 35.83996(W) AD(       ) 3
 GD1917  NAD 83(1995)-  36 00 27.68625(N)    088 07 35.83996(W) AD(       ) 3
 GD1917  NGVD 29 (09/17/90)  141.8    (m)          465.     (f) GPS OBS        
 GD1917
 GD1917.Superseded values are not recommended for survey control.
 GD1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1917.See file dsdata.txt to determine how the superseded data were derived.
 GD1917
 GD1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9846885388(NAD 83)
 GD1917_MARKER: I = METAL ROD
 GD1917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1917_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1917_STAMPING: GPS 30 AZ MK 1987
 GD1917_MARK LOGO: NGS   
 GD1917_PROJECTION: RECESSED 2 CENTIMETERS
 GD1917_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1917+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1917_ROD/PIPE-DEPTH: 6.70 meters
 GD1917_SLEEVE-DEPTH  : 1.00 meters
 GD1917
 GD1917  HISTORY     - Date     Condition        Report By
 GD1917  HISTORY     - 1987     MONUMENTED       NGS
 GD1917  HISTORY     - 19890726 GOOD
 GD1917  HISTORY     - 1999     GOOD             LOWE
 GD1917  HISTORY     - 20031010 GOOD             TNDT
 GD1917
 GD1917                          STATION DESCRIPTION
 GD1917
 GD1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GD1917'0.15 MILE WEST ALONG US HIGHWAY 70 BYPASS FROM THE JUNCTION OF US
 GD1917'HIGHWAY 641, 2.0 MILES SOUTH OF CAMDEN, TO THE JUNCTION OF NATCHER
 GD1917'TRACE ROAD, THENCE 1.65 MILE SOUTH ALONG NATCHER TRACE ROAD TO
 GD1917'THE JUNCTION OF A GRAVEL ENTRANCE DRIVE TO AIRPORT, THENCE 0.2
 GD1917'MILE EAST ALONG GRAVEL DRIVE TO THE OFFICE OF BENTON COUNTY
 GD1917'AIRPORT, THENCE E0.15 MILE SOUTH ALONG TAXIWAY TO JUNCTION OF
 GD1917'RUNWAY, THENCE 0.2 MILE SOUTHWEST ALONG RUNWAY TO MARK ON RIGHT IN
 GD1917'THE GRASSY AREA OF THE TAXIWAY TURN AROUND, ALSO OPPOSITE AND ACROSS
 GD1917'RUNWAY. FROM THE SOUTHERN ONE OF TWO VASIS, A 3-D MARK, A STAINLESS
 GD1917'STEEL ROD DRIVEN 22.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND,
 GD1917'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5
 GD1917'INCH PVC PIPE WITH LOGO CAP AND ---STAMPED GPS 30 AZ MK 1987, 1 INCH
 GD1917'BELOW GROUND WITH A REBAR IN CONCRETE, 38.0 FEET NORTHWEST OF
 GD1917'NORTHEAST EDGE OF RUNWAY, 128.5 FEET EAST OF A METAL CORRIGATED
 GD1917'PIPE CULVERT, 121.0 FEET SOUTHWEST OF SOUTHWEST EDGE OF TAXIWAY
 GD1917'TURNAROUND, 87.2 FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY TURN
 GD1917'AROUND, AND 1.0 FOOT SOUTHEAST OF A FIBERGLASS WITNESS POST.
 GD1917
 GD1917                          STATION RECOVERY (1989)
 GD1917
 GD1917'RECOVERED 1989
 GD1917'RECOVERED IN GOOD CONDITION.
 GD1917
 GD1917                          STATION RECOVERY (1999)
 GD1917
 GD1917'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1917'RECOVERED 1999
 GD1917'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1917'SECONDARY AIRPORT CONTROL STATION.
 GD1917' 
 GD1917' 
 GD1917'
 GD1917
 GD1917                          STATION RECOVERY (2003)
 GD1917
 GD1917'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1917'THE STATION IS LOCATED ABOUT 5 KM (3 MI) SOUTH OF CAMDEN, AT THE
 GD1917'CAMDEN/BENTON COUNTY AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS BILL
 GD1917'HIGHTOWER, CAMDEN/BENTON COUNTY AIRPORT, CAMDEN, TN 38320, TELEPHONE
 GD1917'(615) 584-5343.
 GD1917' 
 GD1917'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 BYPASS AND US
 GD1917'HIGHWAY 641, ABOUT 3 KM (2 MI) SOUTH OF CAMDEN, GO WEST FOR 0.24 KM
 GD1917'(0.15 MI) ON US HIGHWAY 70 BYPASS TO THE INTERSECTION OF NATCHEZ TRACE
 GD1917'ROAD.  TURN LEFT AND GO SOUTH FOR 2.7 KM (1.65 MI) ON NATCHEZ TRACE
 GD1917'ROAD TO THE INTERSECTION OF THE PAVED ENTRANCE DRIVE FOR THE AIRPORT.
 GD1917'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON THE ENTRANCE DRIVE TO THE
 GD1917'AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE AND GO SOUTH 0.24 KM
 GD1917'(0.15 MI) ALONG A TAXIWAY TO A JUNCTION OF THE RUNWAY.  TURN RIGHT AND
 GD1917'GO SOUTHWEST 0.32 KM (0.2 MI) ALONG THE RUNWAY TO THE MARK ON THE
 GD1917'RIGHT IN A GRASSY AREA OF THE TAXIWAY TURNAROUND, ALSO OPPOSITE AND
 GD1917'ACROSS THE RUNWAY FROM THE SOUTHERN MOST OF TWO VASI'S.
 GD1917' 
 GD1917'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6.7 M
 GD1917'(22 FT).  THE LOGO CAP IS STAMPED--GPS 30 AZ MK 1987--, AND A REBAR IS
 GD1917'EMBEDDED IN THE CONCRETE.  LOCATED 11.6 M (38 FT) NORTHWEST OF THE
 GD1917'NORTHWEST EDGE OF THE RUNWAY, 38.8 M (127 FT) EAST OF A METAL
 GD1917'CORRIGATED PIPE CULVERT, 36.0 M (118 FT) SOUTHWEST OF THE SOUTHWEST
 GD1917'EDGE OF THE TAXIWAY TURNAROUND, AND 0.3 M (1 FT) SOUTHEAST OF A
 GD1917'FIBERGLASS WITNESS POST.
 GD1917' 
 GD1917'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GD1917'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2743 ***********************************************************************
 FE2743  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2743  CBN         -  This is a Cooperative Base Network Control Station.
 FE2743  DESIGNATION -  GPS 31
 FE2743  PID         -  FE2743
 FE2743  STATE/COUNTY-  TN/CARROLL
 FE2743  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2743
 FE2743                         *CURRENT SURVEY CONTROL
 FE2743  ___________________________________________________________________
 FE2743* NAD 83(1995)-  35 56 20.27987(N)    088 34 22.61519(W)     ADJUSTED  
 FE2743* NAVD 88     -       160.06   (meters)     525.1    (feet)  GPS OBS   
 FE2743  ___________________________________________________________________
 FE2743  X           -     128,756.626 (meters)                     COMP
 FE2743  Y           -  -5,168,479.588 (meters)                     COMP
 FE2743  Z           -   3,722,788.097 (meters)                     COMP
 FE2743  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2743  ELLIP HEIGHT-         131.77  (meters)          (08/03/04) GPS OBS
 FE2743  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2743
 FE2743  HORZ ORDER  -  B
 FE2743  ELLP ORDER  -  FOURTH    CLASS I
 FE2743
 FE2743.The horizontal coordinates were established by GPS observations
 FE2743.and adjusted by the National Geodetic Survey in September 2003..
 FE2743
 FE2743.The orthometric height was determined by GPS observations and a
 FE2743.high-resolution geoid model using precise GPS observation and
 FE2743.processing techniques. It supersedes the leveled height previously
 FE2743.determined for this station.
 FE2743
 FE2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2743
 FE2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2743
 FE2743.The ellipsoidal height was determined by GPS observations
 FE2743.and is referenced to NAD 83.
 FE2743
 FE2743.The geoid height was determined by GEOID03.
 FE2743
 FE2743;                    North         East     Units Scale Factor Converg.
 FE2743;SPC TN       -   181,195.090   367,873.171   MT  0.99995007   -1 30 22.7
 FE2743;SPC TN       -   594,470.89  1,206,930.56   sFT  0.99995007   -1 30 22.7
 FE2743;UTM  16      - 3,978,322.217   358,119.128   MT  0.99984805   -0 55 24.1
 FE2743
 FE2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2743!SPC TN       -   0.99997932  x   0.99995007  =   0.99992939
 FE2743!UTM  16      -   0.99997932  x   0.99984805  =   0.99982737
 FE2743
 FE2743                          SUPERSEDED SURVEY CONTROL
 FE2743
 FE2743  ELLIP H (09/08/03)  131.76   (m)                       GP(       ) 1 2
 FE2743  NAD 83(1995)-  35 56 20.27975(N)    088 34 22.61540(W) AD(       ) B
 FE2743  ELLIP H (12/14/95)  131.77   (m)                       GP(       ) 1 2
 FE2743  NAD 83(1995)-  35 56 20.27984(N)    088 34 22.61620(W) AD(       ) B
 FE2743  NAVD 88 (02/01/05)  160.11   (m)          525.3    (f) LEVELING    3  
 FE2743  NGVD 29 (09/07/90)  160.1    (m)          525.     (f) GPS OBS        
 FE2743
 FE2743.Superseded values are not recommended for survey control.
 FE2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2743.See file dsdata.txt to determine how the superseded data were derived.
 FE2743
 FE2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5811978322(NAD 83)
 FE2743_MARKER: I = METAL ROD
 FE2743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2743_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2743_STAMPING: GPS 31 1987
 FE2743_MARK LOGO: NGS   
 FE2743_PROJECTION: FLUSH
 FE2743_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2743+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2743_ROD/PIPE-DEPTH: 9.10 meters
 FE2743_SLEEVE-DEPTH  : 0.90 meters
 FE2743
 FE2743  HISTORY     - Date     Condition        Report By
 FE2743  HISTORY     - 1987     MONUMENTED       NGS
 FE2743  HISTORY     - 1987     GOOD             NGS
 FE2743  HISTORY     - 19890711 GOOD
 FE2743  HISTORY     - 19901219 GOOD             NGS
 FE2743  HISTORY     - 19910131 GOOD
 FE2743  HISTORY     - 19950619 GOOD             NGS
 FE2743  HISTORY     - 20020129 GOOD             USACE
 FE2743  HISTORY     - 20020504 GOOD             EMCINC
 FE2743  HISTORY     - 20031010 GOOD             TNDT
 FE2743
 FE2743                          STATION DESCRIPTION
 FE2743
 FE2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2743'THE STATION IS LOCATED ABOUT 42 KM (26 MI) NORTHEAST OF JACKSON,
 FE2743'5 KM (3 MI) SOUTH OF MCLEMORESVILLE, ON THE WEST RIGHT-OF-WAY OF
 FE2743'STATE ROUTE 105.
 FE2743'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2743'
 FE2743'TO REACH THE STATION FROM THE CITY HALL IN MCLEMORESVILLE GO
 FE2743'SOUTH FOR 0.2 KM (0.1 MI) ON U.S. HIGHWAY 70A TO THE JUNCTION OF
 FE2743'STATE ROUTE 105.
 FE2743'TURN LEFT AND GO SOUTH ON STATE ROUTE 105 TO A
 FE2743'BAPTIST CHURCH ON THE LEFT.
 FE2743'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.5 KM (2.2 MI) ON STATE
 FE2743'ROUTE 105 TO THE STATION ON THE RIGHT ATOP A CUT.
 FE2743'
 FE2743'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FE2743'(30 FT).  THE LOGO CAP IS STAMPED---GPS 31 1987---, AND A STEEL
 FE2743'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2743'102.7 METERS (337 FT) SOUTH FROM THE CENTER OF A HIGH VOLTAGE POWER
 FE2743'LINE CROSSING THE ROAD,
 FE2743'9.4 METERS (31 FT) WEST FROM THE ROAD CENTER AND 0.9 METERS (3 FT)
 FE2743'ABOVE SAME,
 FE2743'36.0 METERS (118 FT) SOUTH FROM A BURIED CABLE WARNING SIGN,
 FE2743'0.2 METERS (1 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FE2743
 FE2743                          STATION RECOVERY (1987)
 FE2743
 FE2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (1989)
 FE2743
 FE2743'RECOVERED 1989
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (1990)
 FE2743
 FE2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2743'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTH OF
 FE2743'MCLEMORESVILLE, ON THE WEST SIDE OF A COUNTY ROAD.
 FE2743'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23170,
 FE2743'NASHVILLE, TN 37202, PHONE 615-741-2158.
 FE2743'TO REACH THE STATION FROM THE CITY MUNICIPAL BUILDING AND POST OFFICE
 FE2743'IN MCCLEMORESVILLE, LOCATED ON STATE HIGHWAY 70A (MAIN STREET) ABOUT
 FE2743'0.08 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 105
 FE2743'WEST, GO SOUTHWESTERLY ON STATE HIGHWAY 70A FOR 0.16 KM (0.10 MI) TO
 FE2743'THE JUNCTION OF A PAVED ROAD LEFT (NO ROAD SIGN BUT THERE IS A METAL
 FE2743'SIGN WITH ARROW READING REED CREEK BAPTIST CHURCH), TURN LEFT, SOUTH,
 FE2743'ON THE PAVED ROAD FOR 5.23 KM (3.25 MI) TO A MAJOR POWER LINE
 FE2743'CROSSING THE HIGHWAY, CONTINUE AHEAD ON THE PAVED ROAD FOR 0.08 KM
 FE2743'(0.05 MI) TO THE STATION ON THE RIGHT ON TOP OF A CUT BANK ABOUT 1.22
 FE2743'M (4.00 FT) ABOVE THE ROAD.
 FE2743'THE STATION IS LOCATED 36.0 M (118.1 FT) SOUTH OF A SIGN (WARNING
 FE2743'BURIED CABLE), 9.4 M (30.8 FT) WEST OF THE CENTER OF THE ROAD AND 0.2
 FE2743'M (0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 FE2743
 FE2743                          STATION RECOVERY (1991)
 FE2743
 FE2743'RECOVERED 1991
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (1995)
 FE2743
 FE2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2743'THE STATION IS LOCATED ABOUT 42 KM (26.10 MI) NORTHEAST OF JACKSON, 5
 FE2743'KM (3.10 MI) SOUTH OF MCLEMORESVILLE, ON THE WEST RIGHT-OF-WAY OF
 FE2743'COUNTY ROAD 80361.  OWNERSHIP--CARROLL COUNTY.  TO REACH THE STATION
 FE2743'FROM THE CITY HALL IN MCLEMORESVILLE, GO SOUTH FOR 0.2 KM (0.10 MI) ON
 FE2743'U.S. HIGHWAY 70A TO THE JUNCTION OF COUNTY ROAD 80361.  TURN LEFT AND
 FE2743'GO SOUTH FOR 1.8 KM (1.10 MI) ON COUNTY ROAD 80361 TO A BAPTIST CHURCH
 FE2743'ON LEFT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.5 KM (2.15 MI) ON
 FE2743'COUNTY ROAD 80361 TO THE STATION ON RIGHT ATOP A CUT. LOCATED 103.6 M
 FE2743'(339.9 FT) SOUTH FROM THE CENTER OF A HIGH VOLTAGE POWER LINE CROSSING
 FE2743'THE ROAD, 9.4 M (30.8 FT) WEST FROM THE ROAD CENTER, 0.9 M (3.0 FT)
 FE2743'ABOVE THE ROAD, 36.0 M (118.1 FT) SOUTH FROM A BURIED CABLE WARNING
 FE2743'SIGN, 21.3 M (69.9 FT) NORTHWEST FROM A UTILITY POLE AND 0.3 M (1.0
 FE2743'FT) NORTH FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED
 FE2743'IN THE CONCRETE.
 FE2743
 FE2743                          STATION RECOVERY (2002)
 FE2743
 FE2743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (2002)
 FE2743
 FE2743'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE2743'MARK FOUND AS DESCRIBED.
 FE2743'
 FE2743
 FE2743                          STATION RECOVERY (2003)
 FE2743
 FE2743'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2744 ***********************************************************************
 FE2744  CBN         -  This is a Cooperative Base Network Control Station.
 FE2744  DESIGNATION -  GPS 32
 FE2744  PID         -  FE2744
 FE2744  STATE/COUNTY-  TN/GIBSON
 FE2744  USGS QUAD   -  TRENTON (1981)
 FE2744
 FE2744                         *CURRENT SURVEY CONTROL
 FE2744  ___________________________________________________________________
 FE2744* NAD 83(1995)-  35 55 40.36036(N)    088 59 52.36166(W)     ADJUSTED  
 FE2744* NAVD 88     -        97.59   (meters)     320.2    (feet)  N HEIGHT  
 FE2744  ___________________________________________________________________
 FE2744  X           -      90,433.564 (meters)                     COMP
 FE2744  Y           -  -5,169,963.763 (meters)                     COMP
 FE2744  Z           -   3,721,755.210 (meters)                     COMP
 FE2744  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FE2744  ELLIP HEIGHT-          69.35  (meters)          (08/03/04) GPS OBS
 FE2744  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE2744  DYNAMIC HT  -          97.51  (meters)     319.9   (feet)  COMP
 FE2744  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 FE2744
 FE2744  HORZ ORDER  -  B
 FE2744  VERT ORDER  -  THIRD
 FE2744  ELLP ORDER  -  FOURTH    CLASS I
 FE2744
 FE2744.The horizontal coordinates were established by GPS observations
 FE2744.and adjusted by the National Geodetic Survey in December 1995..
 FE2744
 FE2744.The orthometric height was determined by differential leveling
 FE2744.and adjusted by the National Geodetic Survey in August 1996..
 FE2744.The height was determined by precise leveling from only one NSRS
 FE2744.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2744.allowed ONLY to validate the GPS-derived height.
 FE2744
 FE2744.Photographs are available for this station.
 FE2744
 FE2744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2744
 FE2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2744
 FE2744.The ellipsoidal height was determined by GPS observations
 FE2744.and is referenced to NAD 83.
 FE2744
 FE2744.The geoid height was determined by GEOID03.
 FE2744
 FE2744.The dynamic height is computed by dividing the NAVD 88
 FE2744.geopotential number by the normal gravity value computed on the
 FE2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2744.degrees latitude (g = 980.6199 gals.).
 FE2744
 FE2744.The modeled gravity was interpolated from observed gravity values.
 FE2744
 FE2744;                    North         East     Units Scale Factor Converg.
 FE2744;SPC TN       -   181,056.413   329,510.244   MT  0.99994974   -1 45 18.3
 FE2744;SPC TN       -   594,015.91  1,081,068.19   sFT  0.99994974   -1 45 18.3
 FE2744;UTM  16      - 3,977,793.413   319,760.698   MT  1.00000031   -1 10 21.4
 FE2744
 FE2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2744!SPC TN       -   0.99998912  x   0.99994974  =   0.99993886
 FE2744!UTM  16      -   0.99998912  x   1.00000031  =   0.99998943
 FE2744
 FE2744                          SUPERSEDED SURVEY CONTROL
 FE2744
 FE2744  ELLIP H (12/14/95)   69.38   (m)                       GP(       ) 1 2
 FE2744  NAD 83(1995)-  35 55 40.36018(N)    088 59 52.36218(W) AD(       ) B
 FE2744  ELLIP H (09/07/90)   69.36   (m)                       GP(       ) 4 1
 FE2744  NAVD 88 (12/14/95)   97.59   (m)          320.2    (f) LEVELING    3  
 FE2744  NGVD 29 (??/??/??)   97.63   (m)          320.3    (f) N HEIGHT    3  
 FE2744
 FE2744.Superseded values are not recommended for survey control.
 FE2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2744.See file dsdata.txt to determine how the superseded data were derived.
 FE2744
 FE2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1976177793(NAD 83)
 FE2744_MARKER: I = METAL ROD
 FE2744_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2744_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2744_STAMPING: GPS 32 1987
 FE2744_MARK LOGO: NGS   
 FE2744_PROJECTION: FLUSH
 FE2744_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2744+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2744_ROD/PIPE-DEPTH: 12.8 meters
 FE2744_SLEEVE-DEPTH  : 0.90 meters
 FE2744
 FE2744  HISTORY     - Date     Condition        Report By
 FE2744  HISTORY     - 1987     MONUMENTED       NGS
 FE2744  HISTORY     - 19890711 GOOD
 FE2744  HISTORY     - 19950620 GOOD             NGS
 FE2744  HISTORY     - 1999     GOOD             LOWE
 FE2744  HISTORY     - 20031010 GOOD             TNDT
 FE2744
 FE2744                          STATION DESCRIPTION
 FE2744
 FE2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2744'THE STATION IS LOCATED ABOUT 38.6 KM (24 MI)
 FE2744'NORTH-NORTHWEST OF JACKSON,
 FE2744'8 KM (5 MI) SOUTHWEST OF TRENTON, ON THE NORTHWEST RIGHT-OF-WAY OF
 FE2744'STATE ROUTE 54.
 FE2744'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2744'
 FE2744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W BUSINESS
 FE2744'ROUTE AND STATE ROUTE 54 AT THE SOUTH EDGE OF TRENTON GO WEST AND
 FE2744'SOUTHWEST FOR 7.2 KM (4.5 MI) ON STATE ROUTE 54 TO THE STATION ON
 FE2744'THE RIGHT, 0.2 KM (0.15 MI) SOUTHWEST FROM THE FOLLIS CHAPEL AND
 FE2744'CEMETERY.
 FE2744'
 FE2744'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 12.8
 FE2744'METERS (42 FT).  THE LOGO CAP IS STAMPED---GPS 32 1987---, AND A
 FE2744'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2744'100.6 METERS (330 FT) NORTHEAST FROM THE CENTER OF A BRIDGE OVER A
 FE2744'SMALL STREAM,
 FE2744'17.1 METERS (56 FT) NORTHWEST FROM THE CENTER OF THE ROAD AND LEVEL
 FE2744'WITH SAME,
 FE2744'1.2 METERS (4 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 FE2744'0.2 METERS (0.8 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 FE2744
 FE2744                          STATION RECOVERY (1989)
 FE2744
 FE2744'RECOVERED 1989
 FE2744'RECOVERED IN GOOD CONDITION.
 FE2744
 FE2744                          STATION RECOVERY (1995)
 FE2744
 FE2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2744'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) NORTH-NORTHWEST OF
 FE2744'JACKSON, 8 KM (4.95 MI) SOUTHWEST OF TRENTON, ON THE NORTHWEST
 FE2744'RIGHT-OF-WAY OF STATE ROUTE 54.  OWNERSHIP--STATE DEPARTMENT OF
 FE2744'TRANSPORTATION.  TO REACH THE STATION FROM THE GIBSON COUNTY
 FE2744'COURTHOUSE IN TRENTON, GO SOUTH ON U.S. HIGHWAY 45W BUSINESS ROUTE
 FE2744'(COLLEGE ST.) 1.8 KM (1.10 MI) TO THE JUNCTION OF STATE ROUTE 54 AT
 FE2744'THE SOUTH EDGE OF TRENTON.  TURN RIGHT AND GO WEST AND SOUTHWEST FOR
 FE2744'7.2 KM (4.45 MI) ON STATE ROUTE 54 TO THE STATION ON THE RIGHT, 0.2 KM
 FE2744'(0.10 MI) SOUTHWEST FROM THE FOLLIS CHAPEL AND CEMETERY.  LOCATED
 FE2744'100.6 M (330.1 FT) NORTHEAST FROM THE CENTER OF A BRIDGE OVER A SMALL
 FE2744'STREAM, 17.1 M (56.1 FT) NORTHWEST FROM THE CENTER OF THE ROAD AND
 FE2744'LEVEL WITH SAME, 1.4 M (4.6 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 FE2744'30.2 M (99.1 FT) NORTHEAST FROM A UTILITY POLE AND 0.2 M (0.7 FT)
 FE2744'SOUTHWEST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED
 FE2744'IN THE CONCRETE.
 FE2744
 FE2744                          STATION RECOVERY (1999)
 FE2744
 FE2744'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2744'RECOVERED 1999
 FE2744'RECOVERED IN GOOD CONDITION.
 FE2744' 
 FE2744'
 FE2744
 FE2744                          STATION RECOVERY (2003)
 FE2744
 FE2744'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2745 ***********************************************************************
 FE2745  FBN         -  This is a Federal Base Network Control Station.
 FE2745  PACS        -  This is a Primary Airport Control Station.
 FE2745  DESIGNATION -  GPS 33
 FE2745  PID         -  FE2745
 FE2745  STATE/COUNTY-  TN/DYER
 FE2745  USGS QUAD   -  FOWLKES (1983)
 FE2745
 FE2745                         *CURRENT SURVEY CONTROL
 FE2745  ___________________________________________________________________
 FE2745* NAD 83(1995)-  35 59 54.49354(N)    089 24 13.70245(W)     ADJUSTED  
 FE2745* NAVD 88     -        99.80   (meters)     327.4    (feet)  N HEIGHT  
 FE2745  ___________________________________________________________________
 FE2745  X           -      53,755.700 (meters)                     COMP
 FE2745  Y           -  -5,165,876.821 (meters)                     COMP
 FE2745  Z           -   3,728,096.481 (meters)                     COMP
 FE2745  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2745  ELLIP HEIGHT-          71.65  (meters)          (08/03/04) GPS OBS
 FE2745  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2745  DYNAMIC HT  -          99.72  (meters)     327.2   (feet)  COMP
 FE2745  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 FE2745
 FE2745  HORZ ORDER  -  B
 FE2745  VERT ORDER  -  THIRD
 FE2745  ELLP ORDER  -  FOURTH    CLASS I
 FE2745
 FE2745.This mark is at Dyersburg Airport (DYR)
 FE2745
 FE2745.The horizontal coordinates were established by GPS observations
 FE2745.and adjusted by the National Geodetic Survey in December 1995..
 FE2745
 FE2745.The orthometric height was determined by differential leveling
 FE2745.and adjusted by the National Geodetic Survey in August 1996..
 FE2745.The height was determined by precise leveling from only one NSRS
 FE2745.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2745.allowed ONLY to validate the GPS-derived height.
 FE2745
 FE2745.Photographs are available for this station.
 FE2745
 FE2745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2745
 FE2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2745
 FE2745.The ellipsoidal height was determined by GPS observations
 FE2745.and is referenced to NAD 83.
 FE2745
 FE2745.The geoid height was determined by GEOID03.
 FE2745
 FE2745.The dynamic height is computed by dividing the NAVD 88
 FE2745.geopotential number by the normal gravity value computed on the
 FE2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2745.degrees latitude (g = 980.6199 gals.).
 FE2745
 FE2745.The modeled gravity was interpolated from observed gravity values.
 FE2745
 FE2745;                    North         East     Units Scale Factor Converg.
 FE2745;SPC TN       -   190,081.966   293,170.794   MT  0.99995250   -1 59 33.8
 FE2745;SPC TN       -   623,627.25    961,844.51   sFT  0.99995250   -1 59 33.8
 FE2745;UTM  16      - 3,986,451.214   283,326.659   MT  1.00017851   -1 24 48.3
 FE2745
 FE2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2745!SPC TN       -   0.99998875  x   0.99995250  =   0.99994126
 FE2745!UTM  16      -   0.99998875  x   1.00017851  =   1.00016726
 FE2745
 FE2745:                Primary Azimuth Mark                     Grid Az
 FE2745:SPC TN       -  GPS 33 AZ MK                             230 59 57.0
 FE2745:UTM  16      -  GPS 33 AZ MK                             230 25 11.5
 FE2745
 FE2745|---------------------------------------------------------------------|
 FE2745| PID    Reference Object                     Distance      Geod. Az  |
 FE2745|                                                           dddmmss.s |
 FE2745| FE2777 GPS 33 AZ MK                        APPROX. 0.5 KM 2290023.2 |
 FE2745|---------------------------------------------------------------------|
 FE2745
 FE2745                          SUPERSEDED SURVEY CONTROL
 FE2745
 FE2745  ELLIP H (12/14/95)   71.66   (m)                       GP(       ) 1 2
 FE2745  NAD 83(1995)-  35 59 54.49308(N)    089 24 13.70248(W) AD(       ) B
 FE2745  ELLIP H (09/07/90)   71.66   (m)                       GP(       ) 4 1
 FE2745  NAVD 88 (12/14/95)   99.80   (m)          327.4    (f) LEVELING    3  
 FE2745  NGVD 29 (??/??/??)   99.73   (m)          327.2    (f) N HEIGHT    3  
 FE2745
 FE2745.Superseded values are not recommended for survey control.
 FE2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2745.See file dsdata.txt to determine how the superseded data were derived.
 FE2745
 FE2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8332786451(NAD 83)
 FE2745_MARKER: I = METAL ROD
 FE2745_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2745_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2745_STAMPING: GPS 33 1987
 FE2745_MARK LOGO: NGS   
 FE2745_PROJECTION: FLUSH
 FE2745_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2745+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2745_ROD/PIPE-DEPTH: 11.3 meters
 FE2745_SLEEVE-DEPTH  : 0.90 meters
 FE2745
 FE2745  HISTORY     - Date     Condition        Report By
 FE2745  HISTORY     - 1987     MONUMENTED       NGS
 FE2745  HISTORY     - 19890428 GOOD
 FE2745  HISTORY     - 19950620 GOOD             NGS
 FE2745  HISTORY     - 19970305 GOOD             NGS
 FE2745  HISTORY     - 1999     GOOD             LOWE
 FE2745  HISTORY     - 20010326 GOOD             INDIV
 FE2745  HISTORY     - 20020419 GOOD             USACE
 FE2745  HISTORY     - 20031010 GOOD             TNDT
 FE2745
 FE2745                          STATION DESCRIPTION
 FE2745
 FE2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2745'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF DYERSBURG, AT
 FE2745'THE DYERSBURG MUNICIPAL AIRPORT.
 FE2745'OWNERSHIP--AIRPORT MANAGER IS BOBBY WILSON, TELEPHONE (901)286-0202.
 FE2745'
 FE2745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BYPASS
 FE2745'AND U.S. HIGHWAY 51 BUSINESS ROUTE JUST SOUTH OF DYERSBURG GO
 FE2745'SOUTH FOR 0.5 KM (0.3 MI) ON U.S. HIGHWAY 51 TO THE AIRPORT
 FE2745'ENTRANCE DRIVE ON THE RIGHT.
 FE2745'TURN RIGHT AND GO WEST FOR 0.56 KM (0.35 MI) ON THE AIRPORT
 FE2745'ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION, 0.24 KM (0.15
 FE2745'MI) WEST-SOUTHWEST FROM THE OFFICE, NEAR THE JUNCTION OF A RUNWAY
 FE2745'AND A TAXIWAY.
 FE2745'
 FE2745'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.3
 FE2745'METERS (37 FT).  THE LOGO CAP IS STAMPED---GPS 33 1987---, AND A
 FE2745'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2745'64.0 METERS (210 FT) WEST FROM A WIND VANE,
 FE2745'63.4 METERS (208 FT) WEST-NORTHWEST FROM A WIND SOCK,
 FE2745'48.2 METERS (158 FT) EAST FROM THE CENTER OF A RUNWAY,
 FE2745'21.0 METERS (69 FT) SOUTHEAST FROM THE CENTER OF A TAXIWAY,
 FE2745'29.0 METERS (95 FT) WEST FROM A 0.9 METERS (3 FT) SQUARE IRON DRAIN
 FE2745'GRATE,
 FE2745'0.15 METERS (0.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FE2745
 FE2745                          STATION RECOVERY (1989)
 FE2745
 FE2745'RECOVERED 1989
 FE2745'RECOVERED IN GOOD CONDITION.
 FE2745
 FE2745                          STATION RECOVERY (1995)
 FE2745
 FE2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2745'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF DYERSBURG, AT
 FE2745'THE DYERSBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS JERRIE
 FE2745'DAVIS, TELEPHONE (901) 286-2233.  TO REACH THE STATION FROM THE
 FE2745'COURTHOUSE IN DYERSBURG, GO SOUTH FOR 3.2 KM (2.00 MI) ON U.S. HIGHWAY
 FE2745'51 BUSINESS (N. MAIN AVE) TO THE JUNCTION OF U.S. HIGHWAY 51 BYPASS.
 FE2745'BEAR LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 51 TO THE
 FE2745'AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.56
 FE2745'KM (0.35 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE.
 FE2745'ENTER THE APRON AREA FROM THE DRIVE BETWEEN THE OLD AIRPORT OFFICE
 FE2745'BUILDING AND A METAL HANGAR APPROXIMATELY 90 M (295.3 FT) NORTH OF THE
 FE2745'NEW AIRPORT OFFICE BUILDING.  GO WEST-SOUTHWEST ACROSS THE APRON TO A
 FE2745'TAXIWAY, BEAR RIGHT AND GO WEST ON THE TAXIWAY FOR 61 M (200.1 FT) TO
 FE2745'THE JUNCTION OF A SOUTHWEST TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR
 FE2745'0.16 KM (0.10 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT.  LOCATED
 FE2745'64.3 M (211.0 FT) WEST-SOUTHWEST FROM A WIND VANE, 63.4 M (208.0 FT)
 FE2745'WEST-NORTHWEST FROM A WIND SOCK, 48.2 M (158.1 FT) EAST-NORTHEAST FROM
 FE2745'THE CENTER OF A RUNWAY, 21.0 M (68.9 FT) SOUTHEAST FROM THE CENTER OF
 FE2745'A TAXIWAY, 29.0 M (95.1 FT) WEST FROM A 0.9 M (3.0 FT) SQUARE IRON
 FE2745'DRAIN GRATE AND 0.15 M (0.49 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FE2745'A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2745
 FE2745                          STATION RECOVERY (1997)
 FE2745
 FE2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FE2745'RECOVERED AS DESCRIBED.
 FE2745
 FE2745                          STATION RECOVERY (1999)
 FE2745
 FE2745'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2745'RECOVERED 1999
 FE2745'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2745'PRIMARY AIRPORT CONTROL STATION.
 FE2745' 
 FE2745' 
 FE2745'
 FE2745
 FE2745                          STATION RECOVERY (2001)
 FE2745
 FE2745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2745'RECOVERED AS DESCRIBED.
 FE2745
 FE2745                          STATION RECOVERY (2002)
 FE2745
 FE2745'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2745'RECOVERED IN GOOD CONDITION.
 FE2745
 FE2745                          STATION RECOVERY (2003)
 FE2745
 FE2745'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2745'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2777 ***********************************************************************
 FE2777  SACS        -  This is a Secondary Airport Control Station.
 FE2777  DESIGNATION -  GPS 33 AZ MK
 FE2777  PID         -  FE2777
 FE2777  STATE/COUNTY-  TN/DYER
 FE2777  USGS QUAD   -  FOWLKES (1983)
 FE2777
 FE2777                         *CURRENT SURVEY CONTROL
 FE2777  ___________________________________________________________________
 FE2777* NAD 83(1995)-  35 59 43.16654(N)    089 24 29.74023(W)     ADJUSTED  
 FE2777* NAVD 88     -        94.19   (meters)     309.0    (feet)  GPS OBS   
 FE2777  ___________________________________________________________________
 FE2777  X           -      53,356.107 (meters)                     COMP
 FE2777  Y           -  -5,166,081.605 (meters)                     COMP
 FE2777  Z           -   3,727,810.708 (meters)                     COMP
 FE2777  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2777  ELLIP HEIGHT-          66.01  (meters)          (08/03/04) GPS OBS
 FE2777  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2777
 FE2777  HORZ ORDER  -  FIRST
 FE2777  ELLP ORDER  -  FOURTH    CLASS I
 FE2777
 FE2777.This mark is at Dyersburg Airport (DYR)
 FE2777
 FE2777.The horizontal coordinates were established by GPS observations
 FE2777.and adjusted by the National Geodetic Survey in February 2001..
 FE2777
 FE2777.The orthometric height was determined by GPS observations and a
 FE2777.high-resolution geoid model.
 FE2777
 FE2777.GPS derived orthometric heights for airport stations designated as
 FE2777.PACS or SACS are published to 2 decimal places.  This maintains
 FE2777.centimeter relative accuracy between the PACS and SACS.  It does
 FE2777.not indicate centimeter accuracy relative to other marks which are
 FE2777.part of the NAVD 88 network.
 FE2777
 FE2777.Photographs are available for this station.
 FE2777
 FE2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2777
 FE2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2777
 FE2777.The ellipsoidal height was determined by GPS observations
 FE2777.and is referenced to NAD 83.
 FE2777
 FE2777.The geoid height was determined by GEOID03.
 FE2777
 FE2777;                    North         East     Units Scale Factor Converg.
 FE2777;SPC TN       -   189,747.050   292,757.220   MT  0.99995235   -1 59 43.2
 FE2777;SPC TN       -   622,528.45    960,487.65   sFT  0.99995235   -1 59 43.2
 FE2777;UTM  16      - 3,986,112.056   282,916.399   MT  1.00018071   -1 24 57.4
 FE2777
 FE2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2777!SPC TN       -   0.99998964  x   0.99995235  =   0.99994199
 FE2777!UTM  16      -   0.99998964  x   1.00018071  =   1.00017035
 FE2777
 FE2777:                Primary Azimuth Mark                     Grid Az
 FE2777:SPC TN       -  GPS 33                                   050 59 57.0
 FE2777:UTM  16      -  GPS 33                                   050 25 11.2
 FE2777
 FE2777|---------------------------------------------------------------------|
 FE2777| PID    Reference Object                     Distance      Geod. Az  |
 FE2777|                                                           dddmmss.s |
 FE2777| FE2745 GPS 33                              APPROX. 0.5 KM 0490013.8 |
 FE2777|---------------------------------------------------------------------|
 FE2777
 FE2777                          SUPERSEDED SURVEY CONTROL
 FE2777
 FE2777  ELLIP H (02/20/01)   66.05   (m)                       GP(       ) 2 1
 FE2777  NAD 83(1995)-  35 59 43.16689(N)    089 24 29.73943(W) AD(       ) 3
 FE2777  ELLIP H (04/12/99)   66.00   (m)                       GP(       ) 4 1
 FE2777  NAD 83(1995)-  35 59 43.16645(N)    089 24 29.73996(W) AD(       ) 3
 FE2777  NGVD 29 (09/17/90)   94.0    (m)          308.     (f) GPS OBS        
 FE2777
 FE2777.Superseded values are not recommended for survey control.
 FE2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2777.See file dsdata.txt to determine how the superseded data were derived.
 FE2777
 FE2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8291686112(NAD 83)
 FE2777_MARKER: I = METAL ROD
 FE2777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2777_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2777_STAMPING: GPS 33 AZ MK 1987
 FE2777_MARK LOGO: NGS   
 FE2777_PROJECTION: RECESSED 5 CENTIMETERS
 FE2777_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2777+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2777_ROD/PIPE-DEPTH: 18.9 meters
 FE2777_SLEEVE-DEPTH  : 1.00 meters
 FE2777
 FE2777  HISTORY     - Date     Condition        Report By
 FE2777  HISTORY     - 1987     MONUMENTED       NGS
 FE2777  HISTORY     - 19890428 GOOD
 FE2777  HISTORY     - 1999     GOOD             LOWE
 FE2777  HISTORY     - 20031010 GOOD             TNDT
 FE2777
 FE2777                          STATION DESCRIPTION
 FE2777
 FE2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2777'0.30 MILE SOUTH ALONG US HIGHWAY 51 FROM THE JUNCTION OF US
 FE2777'HIGHWAY 51 BY PASS AND US HIGHWAY 51 BUSINESS JUST SOUTH OF DYERSBURG
 FE2777'TO THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.35 MILE WEST ALONG
 FE2777'AIRPORT ENTRANCE DRIVE TO THE OFFICE OF DYERSBURG MUNICIPAL AIRPORT
 FE2777'THENCE 0.10 MILE WESTERLY ALONG TAXIWAY, THENCE 0.40 MILE
 FE2777'SOUTHWESTERLY ALONG TAXIWAY TO A TAXIWAY CROSSOVER AND MARK NEAR
 FE2777'CROSSOVER AND RUNWAY, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 62.0
 FE2777'FEET TO REFUSAL, 5 INCHES BELOW, ENCASED IN A 3 FOOT EREASED FILLED
 FE2777'1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED
 FE2777'GPS 33 AZ MK 1987, 2 INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN
 FE2777'CONCRETE, 60.2 FEET SOUTHEAST OF SOUTHEAST EDGE OF ASPHALT RUNWAY,
 FE2777'41.5 FEET SOUTHEAST OF CENTER OF A TAXIWAY GUIDANCE SIGN, 47.0
 FE2777'FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY CROSSOVER, 49.0
 FE2777'FEET NORTHWEST OF THE CENTER OF A CONCERT CULVERT WITH HEADWALL,
 FE2777'AND 1.0 FOOT SOUTH OF A FIBERGLASS WITNESS POST.
 FE2777
 FE2777                          STATION RECOVERY (1989)
 FE2777
 FE2777'RECOVERED 1989
 FE2777'RECOVERED IN GOOD CONDITION.
 FE2777
 FE2777                          STATION RECOVERY (1999)
 FE2777
 FE2777'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2777'RECOVERED 1999
 FE2777'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2777'SECONDARY AIRPORT CONTROL STATION.
 FE2777' 
 FE2777' 
 FE2777'
 FE2777
 FE2777                          STATION RECOVERY (2003)
 FE2777
 FE2777'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2777'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF DYERSBURG, AT THE
 FE2777'DYERSBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS JERRIE
 FE2777'DAVIS, TELEPHONE (901) 286-2233.
 FE2777' 
 FE2777'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN DYERSBURG GO SOUTH ON
 FE2777'US HIGHWAY 51 BUSINESS ROUTE (N MAIN AVE) 3.2 KM (2.0 MI) TO THE
 FE2777'JUNCTION OF US HIGHWAY 51 BYPASS AND US HIGHWAY 51 BUSINESS ROUTE JUST
 FE2777'SOUTH OF DYERSBURG.  THEN BEAR LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI)
 FE2777'ON US HIGHWAY 51 TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN
 FE2777'RIGHT AND GO WEST FOR 0.56 KM (0.35 MI) ON THE AIRPORT ENTRANCE DRIVE
 FE2777'TO THE AIRPORT OFFICE.  ENTER THE APRON AREA FROM THE DRIVE BETWEEN
 FE2777'THE OLD AIRPORT OFFICE BUILDING AND A METAL HANGAR APPROXIMATELY 90 M
 FE2777'(300 FT) NORTH OF THE NEW AIRPORT OFFICE BUILDING.  GO WEST-SOUTHWEST
 FE2777'ACROSS THE APRON TO A TAXIWAY, BEAR RIGHT AND GO WEST ON THE TAXIWAY
 FE2777'61 M (200 FT) TO THE JUNCTION OF A SOUTHWEST TAXIWAY.  TURN LEFT AND
 FE2777'GO SOUTHWEST 0.16 KM (0.1 MI) ON THE TAXIWAY TO STATION GPS 33 AZ MK
 FE2777'ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO 0.6 KM (0.35 MI) TO THE
 FE2777'MARK ON THE RIGHT.
 FE2777' 
 FE2777'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 18.9 M
 FE2777'(62 FT).  THE LOGO CAP IS STAMPED--GPS 33 AZ MK 1987--, WITH A STEEL
 FE2777'SPIKE EMBEDDED IN THE CONCRETE AND 0.05 M (0.17 FT) BELOW THE GROUND.
 FE2777'LOCATED 18.3 M (60.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 FE2777'RUNWAY, 12.6 M (41.5 FT) SOUTHEAST OF THE CENTER OF A TAXIWAY GUIDANCE
 FE2777'SIGN, 14.3 M (47.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY
 FE2777'CROSSOVER, 14.7 M (48.0 FT) NORTHWEST OF THE CENTER OF A CONCRETE
 FE2777'CULVERT WITH A HEADWALL, AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 FE2777'WITNESS POST.
 FE2777' 
 FE2777'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2777'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9512 ***********************************************************************
 AA9512  CBN         -  This is a Cooperative Base Network Control Station.
 AA9512  DESIGNATION -  GPS 34 V2 92
 AA9512  PID         -  AA9512
 AA9512  STATE/COUNTY-  TN/BLOUNT
 AA9512  USGS QUAD   -  BLOCKHOUSE (1966)
 AA9512
 AA9512                         *CURRENT SURVEY CONTROL
 AA9512  ___________________________________________________________________
 AA9512* NAD 83(1995)-  35 44 25.59370(N)    083 59 19.92189(W)     ADJUSTED  
 AA9512* NAVD 88     -       314.21   (meters)    1030.9    (feet)  LEVELING  
 AA9512  ___________________________________________________________________
 AA9512  X           -     542,783.504 (meters)                     COMP
 AA9512  Y           -  -5,154,605.393 (meters)                     COMP
 AA9512  Z           -   3,705,019.875 (meters)                     COMP
 AA9512  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA9512  ELLIP HEIGHT-         283.89  (meters)          (08/03/04) GPS OBS
 AA9512  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AA9512
 AA9512  HORZ ORDER  -  B
 AA9512  VERT ORDER  -  THIRD ?
 AA9512  ELLP ORDER  -  FOURTH    CLASS I
 AA9512
 AA9512.The horizontal coordinates were established by GPS observations
 AA9512.and adjusted by the National Geodetic Survey in December 1995..
 AA9512
 AA9512.The orthometric height was determined by differential leveling.
 AA9512.The vertical network tie was performed by a horz. field party for horz.
 AA9512.obs reductions. Reset procedures were used to establish the elevation.
 AA9512
 AA9512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9512
 AA9512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9512
 AA9512.The ellipsoidal height was determined by GPS observations
 AA9512.and is referenced to NAD 83.
 AA9512
 AA9512.The geoid height was determined by GEOID03.
 AA9512
 AA9512;                    North         East     Units Scale Factor Converg.
 AA9512;SPC TN       -   157,986.358   781,901.535   MT  0.99994973   +1 10 38.6
 AA9512;SPC TN       -   518,326.91  2,565,288.62   sFT  0.99994973   +1 10 38.6
 AA9512;UTM  17      - 3,959,280.652   229,701.296   MT  1.00050040   -1 44 48.8
 AA9512;UTM  16      - 3,959,342.311   772,312.889   MT  1.00051388   +1 45 35.7
 AA9512
 AA9512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9512!SPC TN       -   0.99995544  x   0.99994973  =   0.99990518
 AA9512!UTM  17      -   0.99995544  x   1.00050040  =   1.00045582
 AA9512!UTM  16      -   0.99995544  x   1.00051388  =   1.00046930
 AA9512
 AA9512                          SUPERSEDED SURVEY CONTROL
 AA9512
 AA9512  NAD 83(1986)-  35 44 25.59885(N)    083 59 19.92944(W) AD(       ) 1
 AA9512  ELLIP H (12/14/95)  283.88   (m)                       GP(       ) 1 2
 AA9512
 AA9512.Superseded values are not recommended for survey control.
 AA9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9512.See file dsdata.txt to determine how the superseded data were derived.
 AA9512
 AA9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2970159281(NAD 83)
 AA9512_MARKER: I = METAL ROD
 AA9512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9512_STAMPING: GPS 34 V2 92 1995
 AA9512_MARK LOGO: NGS   
 AA9512_PROJECTION: FLUSH
 AA9512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9512+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 AA9512_ROD/PIPE-DEPTH: 9.52 meters
 AA9512_SLEEVE-DEPTH  : 0.90 meters
 AA9512
 AA9512  HISTORY     - Date     Condition        Report By
 AA9512  HISTORY     - 1995     MONUMENTED       NGS
 AA9512  HISTORY     - 19950606 GOOD             NGS
 AA9512  HISTORY     - 20031010 GOOD             TNDT
 AA9512  HISTORY     - 20050512 GOOD             CAS
 AA9512
 AA9512                          STATION DESCRIPTION
 AA9512
 AA9512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 AA9512'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) SOUTH OF KNOXVILLE, ON
 AA9512'THE SOUTHWEST SIDE OF MARYVILLE, ON TOP OF A CUTBANK IN THE EAST
 AA9512'QUADRANT OF THE JUNCTION OF THE OVERPASS OF U.S. HIGHWAY 411 AND THE
 AA9512'UNDERPASS OF U.S. HIGHWAY 129, AND ON THE NORTHWEST CORNER OF THE
 AA9512'GRASS TRIANGLE FORMED BY THE JUNCTION.  OWNERSHIP--TENNESSEE
 AA9512'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AA9512'OF U.S. HIGHWAY 321 (LEMAR ALEXANDER PARKWAY) AND U.S. HIGHWAY 411
 AA9512'(WEST BROADWAY) IN MARYVILLE, GO SOUTHWEST ON HIGHWAY 411 FOR 1.62 KM
 AA9512'(1.00 MI) TO THE STATION ON THE LEFT JUST BEFORE THE OVERPASS. LOCATED
 AA9512'52.1 M (170.9 FT) NORTHWEST OF, AND ABOUT 2 M (6.6 FT) HIGHER THAN THE
 AA9512'CENTER OF THE NORTHEAST BOUND LANES OF HIGHWAY 411, 7.8 M (25.6 FT)
 AA9512'SOUTHEAST OF, AND ABOUT 0.4 M (1.3 FT) LOWER THAN THE SOUTHWEST BOUND
 AA9512'LANES OF HIGHWAY 411, 3.5 M (11.5 FT) SOUTHEAST OF A GUARDRAIL, 3.0 M
 AA9512'(9.8 FT) NORTHEAST OF THE TOP OF A CUTBANK, 2.7 M (8.9 FT) EAST OF THE
 AA9512'EAST CORNER OF THE CONCRETE OVERPASS, AND 0.75 M (2.46 FT) SOUTHEAST
 AA9512'OF A WITNESS POST.
 AA9512
 AA9512                          STATION RECOVERY (1995)
 AA9512
 AA9512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AA9512'RECOVERED AS DESCRIBED.
 AA9512
 AA9512                          STATION RECOVERY (2003)
 AA9512
 AA9512'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA9512'RECOVERED AS DESCRIBED.
 AA9512
 AA9512                          STATION RECOVERY (2005)
 AA9512
 AA9512'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AA9512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1925 ***********************************************************************
 FC1925  CBN         -  This is a Cooperative Base Network Control Station.
 FC1925  PACS        -  This is a Primary Airport Control Station.
 FC1925  DESIGNATION -  GPS 35
 FC1925  PID         -  FC1925
 FC1925  STATE/COUNTY-  TN/MONROE
 FC1925  USGS QUAD   -  SWEETWATER (1989)
 FC1925
 FC1925                         *CURRENT SURVEY CONTROL
 FC1925  ___________________________________________________________________
 FC1925* NAD 83(1995)-  35 32 36.90156(N)    084 22 59.97885(W)     ADJUSTED  
 FC1925* NAVD 88     -       317.38   (meters)    1041.3    (feet)  LEVELING  
 FC1925  ___________________________________________________________________
 FC1925  X           -     508,529.376 (meters)                     COMP
 FC1925  Y           -  -5,170,889.875 (meters)                     COMP
 FC1925  Z           -   3,687,270.583 (meters)                     COMP
 FC1925  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FC1925  ELLIP HEIGHT-         287.13  (meters)          (08/03/04) GPS OBS
 FC1925  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1925
 FC1925  HORZ ORDER  -  B
 FC1925  VERT ORDER  -  THIRD
 FC1925  ELLP ORDER  -  FOURTH    CLASS I
 FC1925
 FC1925.This mark is at Monroe County Airport (MNV)
 FC1925
 FC1925.The horizontal coordinates were established by GPS observations
 FC1925.and adjusted by the National Geodetic Survey in December 1995..
 FC1925
 FC1925.The orthometric height was determined by differential leveling.
 FC1925.The vertical network tie was performed by a horz. field party for horz.
 FC1925.obs reductions. Reset procedures were used to establish the elevation.
 FC1925
 FC1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1925
 FC1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1925
 FC1925.The ellipsoidal height was determined by GPS observations
 FC1925.and is referenced to NAD 83.
 FC1925
 FC1925.The geoid height was determined by GEOID03.
 FC1925
 FC1925;                    North         East     Units Scale Factor Converg.
 FC1925;SPC TN       -   135,487.098   746,588.083   MT  0.99996118   +0 56 47.3
 FC1925;SPC TN       -   444,510.59  2,449,431.07   sFT  0.99996118   +0 56 47.3
 FC1925;UTM  16      - 3,936,477.280   737,212.837   MT  1.00029347   +1 31 18.6
 FC1925
 FC1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1925!SPC TN       -   0.99995493  x   0.99996118  =   0.99991612
 FC1925!UTM  16      -   0.99995493  x   1.00029347  =   1.00024839
 FC1925
 FC1925|---------------------------------------------------------------------|
 FC1925| PID    Reference Object                     Distance      Geod. Az  |
 FC1925|                                                           dddmmss.s |
 FC1925| FC1964 GPS 35 AZ MK                        301.631 METERS 05156     |
 FC1925|---------------------------------------------------------------------|
 FC1925
 FC1925                          SUPERSEDED SURVEY CONTROL
 FC1925
 FC1925  NAD 83(1986)-  35 32 36.90697(N)    084 22 59.98550(W) AD(       ) 1
 FC1925  ELLIP H (12/14/95)  287.12   (m)                       GP(       ) 1 2
 FC1925  NAD 83(1995)-  35 32 36.90287(N)    084 22 59.98146(W) AD(       ) B
 FC1925  ELLIP H (09/07/90)  287.10   (m)                       GP(       ) 4 1
 FC1925  NAD 27      -  35 32 36.63514(N)    084 23 00.25485(W) AD(       ) 3
 FC1925  NGVD 29 (??/??/??)  317.43   (m)         1041.4    (f) N HEIGHT    3  
 FC1925
 FC1925.Superseded values are not recommended for survey control.
 FC1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1925.See file dsdata.txt to determine how the superseded data were derived.
 FC1925
 FC1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3721336477(NAD 83)
 FC1925_MARKER: I = METAL ROD
 FC1925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1925_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1925_STAMPING: GPS 35 1987
 FC1925_MARK LOGO: NGS   
 FC1925_PROJECTION: FLUSH
 FC1925_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1925+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 FC1925_ROD/PIPE-DEPTH: 14.3 meters
 FC1925_SLEEVE-DEPTH  : 0.90 meters
 FC1925
 FC1925  HISTORY     - Date     Condition        Report By
 FC1925  HISTORY     - 1987     MONUMENTED       NGS
 FC1925  HISTORY     - 19881216 GOOD
 FC1925  HISTORY     - 19950330 GOOD             NGS
 FC1925  HISTORY     - 19950606 GOOD             NGS
 FC1925  HISTORY     - 20031010 GOOD             TNDT
 FC1925  HISTORY     - 20060413 GOOD             CAS
 FC1925
 FC1925                          STATION DESCRIPTION
 FC1925
 FC1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1925'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF SWEETWATER,
 FC1925'3.2 KM (2 MI) NORTHWEST OF MADISONVILLE, AT THE MADISONVILLE/MONROE
 FC1925'COUNTY AIRPORT,
 FC1925'0.21 KM (0.13 MI) SOUTHWEST OF THE AIRPORT OFFICE AND ON THE
 FC1925'HIGHEST PART OF A LOW RIDGE BETWEEN THE RUNWAY AND ACCESS ROAD.
 FC1925'OWNERSHIP--AIRPORT MANAGER IS FRANK PARKS, TELEPHONE (615)442-4506.
 FC1925'
 FC1925'TO REACH THE STATION FROM THE COURTHOUSE IN MADISONVILLE GO
 FC1925'NORTH FOR 0.8 KM (0.5 MI) ON COLLEGE STREET TO A FORK AT SWEETWATER
 FC1925'ROAD.
 FC1925'FOLLOW THE LEFT FORK AND GO NORTH FOR 3.94 KM (2.45 MI) ON
 FC1925'SWEETWATER ROAD TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.
 FC1925'TURN RIGHT AND GO NORTHEAST FOR 1.6 KM (1.0 MI) ON THE AIRPORT
 FC1925'ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION ABOUT
 FC1925'EQUIDISTANT BETWEEN THE OFFICE AND THE SOUTHWEST END OF THE RUNWAY.
 FC1925'
 FC1925'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 14.3
 FC1925'METERS (47 FT).  THE LOGO CAP IS STAMPED---GPS 35 1987---, AND A
 FC1925'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FC1925'65.2 METERS (214 FT) NORTHWEST FROM THE RUNWAY CENTER AND 2.4 METERS
 FC1925'(8 FT) ABOVE SAME,
 FC1925'18.0 METERS (59 FT) SOUTHEAST FROM THE ROAD CENTER,
 FC1925'38.7 METERS (127 FT) NORTHWEST FROM A VASI NAVIGATION LIGHT,
 FC1925'33.2 METERS (109 FT) SOUTHEAST FROM A UTILITY POLE,
 FC1925'0.37 METERS (1.2 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 FC1925
 FC1925                          STATION RECOVERY (1988)
 FC1925
 FC1925'RECOVERED 1988
 FC1925'RECOVERED IN GOOD CONDITION.
 FC1925
 FC1925                          STATION RECOVERY (1995)
 FC1925
 FC1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1925'THE STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) SOUTHWEST OF SWEETWATER,
 FC1925'3.2 KM (2.00 MI) NORTHWEST OF MADISONVILLE, AT THE MADISONVILLE/MONROE
 FC1925'COUNTY AIRPORT, 0.21 KM (0.15 MI) SOUTHWEST OF THE AIRPORT OFFICE AND
 FC1925'ON THE HIGHEST PART OF A LOW RIDGE BETWEEN THE RUNWAY AND ACCESS ROAD.
 FC1925'OWNERSHIP--AIRPORT MANAGER IS LARRY HAMILTON, PHONE 615-442-4506
 FC1925'(OFFICE) OR 615-253-2222 (HOME).  TO REACH THE STATION FROM THE
 FC1925'COURTHOUSE IN MADISONVILLE, GO NORTH FOR 0.8 KM (0.50 MI) ON COLLEGE
 FC1925'STREET TO A FORK AT SWEETWATER ROAD. FOLLOW THE LEFT FORK AND GO NORTH
 FC1925'FOR 3.94 KM (2.45 MI) ON SWEETWATER ROAD TO THE AIRPORT ENTRANCE DRIVE
 FC1925'ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 1.6 KM (1.00 MI) ON THE
 FC1925'AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION ABOUT
 FC1925'EQUAL DISTANCE BETWEEN THE OFFICE AND THE SOUTHWEST END OF THE RUNWAY.
 FC1925'LOCATED 65.2 M (213.9 FT) NORTHWEST FROM THE RUNWAY CENTER AND 2.4 M
 FC1925'(7.9 FT) ABOVE THE RUNWAY, 18.0 M (59.1 FT) SOUTHEAST FROM THE ROAD
 FC1925'CENTER, 38.7 M (127.0 FT) NORTHWEST FROM A VASI NAVIGATION LIGHT, 33.2
 FC1925'M (108.9 FT) SOUTHEAST FROM A UTILITY POLE, 0.37 M (1.21 FT) SOUTHWEST
 FC1925'FROM A FIBERGLASS WITNESS POST, 1.98 M (6.50 FT) SOUTHEAST FROM
 FC1925'AIRPORT PERIMETER FENCE.
 FC1925
 FC1925                          STATION RECOVERY (1995)
 FC1925
 FC1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1925'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF SWEETWATER,
 FC1925'3.2 KM (2.00 MI) NORTHWEST OF MADISONVILLE, AT THE MADISONVILLE/MONROE
 FC1925'COUNTY AIRPORT, 0.21 KM (0.15 MI) SOUTHWEST OF THE AIRPORT OFFICE AND
 FC1925'ON THE HIGHEST PART OF A LOW RIDGE BETWEEN THE RUNWAY AND ACCESS ROAD.
 FC1925'AIRPORT MANAGER IS LARRY HAMILTON, TELEPHONE 615-442-4506, 253-2222
 FC1925'(HOME).  TO REACH THE STATION FROM THE COURTHOUSE IN MADISONVILLE, GO
 FC1925'NORTH FOR 0.8 KM (0.50 MI) ON COLLEGE STREET TO A FORK AT SWEETWATER
 FC1925'ROAD.  FOLLOW THE LEFT FORK AND GO NORTH FOR 3.94 KM (2.45 MI) ON
 FC1925'SWEETWATER ROAD TO THE AIRPORT ENTRANCE DRIVE ON RIGHT.  TURN RIGHT
 FC1925'AND GO NORTHEAST FOR 1.6 KM (1.00 MI) ON THE AIRPORT ENTRANCE DRIVE TO
 FC1925'THE AIRPORT OFFICE AND THE STATION ABOUT EQUIDISTANT BETWEEN THE
 FC1925'OFFICE AND THE SOUTHWEST END OF RUNWAY.  TOP OF ROD IS RECESSED 8 CM
 FC1925'BELOW GROUND.  LOCATED 65.2 M (213.9 FT) NORTHWEST FROM THE CENTER OF
 FC1925'RUNWAY, 2.4 M (7.9 FT) HIGHER THAN THE RUNWAY, 18.0 M (59.1 FT)
 FC1925'SOUTHEAST FROM THE CENTER OF ACCESS ROAD, 38.7 M (127.0 FT) NORTHWEST
 FC1925'FROM A VASI LIGHT, 33.2 M (108.9 FT) SOUTHEAST FROM A UTILITY POLE,
 FC1925'1.98 M (6.50 FT) SOUTHEAST FROM THE AIRPORT PERIMETER FENCE AND 0.37 M
 FC1925'(1.21 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS
 FC1925'EMBEDDED IN THE CONCRETE.
 FC1925
 FC1925                          STATION RECOVERY (2003)
 FC1925
 FC1925'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1925'RECOVERED AS DESCRIBED.
 FC1925
 FC1925                          STATION RECOVERY (2006)
 FC1925
 FC1925'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1964 ***********************************************************************
 FC1964  CBN         -  This is a Cooperative Base Network Control Station.
 FC1964  DESIGNATION -  GPS 35 AZ MK
 FC1964  PID         -  FC1964
 FC1964  STATE/COUNTY-  TN/MONROE
 FC1964  USGS QUAD   -  SWEETWATER (1989)
 FC1964
 FC1964                         *CURRENT SURVEY CONTROL
 FC1964  ___________________________________________________________________
 FC1964* NAD 83(1995)-  35 32 42.93637(N)    084 22 50.55149(W)     ADJUSTED  
 FC1964* NAVD 88     -       309.99   (meters)    1017.0    (feet)  LEVELING  
 FC1964  ___________________________________________________________________
 FC1964  X           -     508,754.536 (meters)                     COMP
 FC1964  Y           -  -5,170,753.043 (meters)                     COMP
 FC1964  Z           -   3,687,417.634 (meters)                     COMP
 FC1964  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FC1964  ELLIP HEIGHT-         279.75  (meters)          (08/03/04) GPS OBS
 FC1964  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1964
 FC1964  HORZ ORDER  -  A
 FC1964  VERT ORDER  -  THIRD ?
 FC1964  ELLP ORDER  -  FOURTH    CLASS I
 FC1964
 FC1964.This mark is at Monroe County Airport (MNV)
 FC1964
 FC1964.The horizontal coordinates were established by GPS observations
 FC1964.and adjusted by the National Geodetic Survey in August 2004..
 FC1964
 FC1964.The orthometric height was determined by differential leveling.
 FC1964.The vertical network tie was performed by a horz. field party for horz.
 FC1964.obs reductions. Reset procedures were used to establish the elevation.
 FC1964
 FC1964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1964
 FC1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1964
 FC1964.The ellipsoidal height was determined by GPS observations
 FC1964.and is referenced to NAD 83.
 FC1964
 FC1964.The geoid height was determined by GEOID03.
 FC1964
 FC1964;                    North         East     Units Scale Factor Converg.
 FC1964;SPC TN       -   135,676.981   746,822.429   MT  0.99996103   +0 56 52.8
 FC1964;SPC TN       -   445,133.56  2,450,199.92   sFT  0.99996103   +0 56 52.8
 FC1964;UTM  16      - 3,936,669.572   737,445.342   MT  1.00029483   +1 31 24.3
 FC1964
 FC1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1964!SPC TN       -   0.99995609  x   0.99996103  =   0.99991712
 FC1964!UTM  16      -   0.99995609  x   1.00029483  =   1.00025091
 FC1964
 FC1964|---------------------------------------------------------------------|
 FC1964| PID    Reference Object                     Distance      Geod. Az  |
 FC1964|                                                           dddmmss.s |
 FC1964| FC1925 GPS 35                              301.631 METERS 23156     |
 FC1964|---------------------------------------------------------------------|
 FC1964
 FC1964                          SUPERSEDED SURVEY CONTROL
 FC1964
 FC1964  NAD 83(1995)-  35 32 42.93659(N)    084 22 50.55177(W) AD(       ) 3
 FC1964  ELLIP H (04/12/99)  279.73   (m)                       GP(       ) 4 1
 FC1964  NAD 83(1995)-  35 32 42.93790(N)    084 22 50.55438(W) AD(       ) 3
 FC1964  NGVD 29 (09/17/90)  310.0    (m)         1017.     (f) GPS OBS        
 FC1964
 FC1964.Superseded values are not recommended for survey control.
 FC1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1964.See file dsdata.txt to determine how the superseded data were derived.
 FC1964
 FC1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3744536670(NAD 83)
 FC1964_MARKER: I = METAL ROD
 FC1964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1964_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1964_STAMPING: GPS 35 AZ MK 1987
 FC1964_MARK LOGO: NGS   
 FC1964_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1964+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1964
 FC1964  HISTORY     - Date     Condition        Report By
 FC1964  HISTORY     - 1987     MONUMENTED       NGS
 FC1964  HISTORY     - 19881216 GOOD
 FC1964  HISTORY     - 20031010 GOOD             TNDT
 FC1964
 FC1964                          STATION DESCRIPTION
 FC1964
 FC1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1964'FROM THE COURTHOUSE IN MADISONVILLE, GO 0.5 MILE NORTH ALONG COLLEGE
 FC1964'STREET TO A FORK, THENCE NORTH (LEFT) ALONG SWEETWATER ROAD FOR 2.45
 FC1964'MILES TO THE JUNCTION OF THE AIRPORT ENTRANCE DRIVE, THENCE 1.1 MILES
 FC1964'NORTHEAST ALONG THE AIRPORT ENTRANCE DRIVE TO THE MADISONVILLE-MONROE
 FC1964'COUNTY AIRPORT OFFICE BUILDING THENCE EASTERLY FOR ABOUT 0.1 MILE TO
 FC1964'THE MARK NEAR THE CENTER OF A GRASSY TRIANGLE FORMED BY THE RUNWAY AND
 FC1964'TAXIWAY, A 30-D MARK, A STAINLESS STEEL ROD DRIVEN 19.0 FEET TO
 FC1964'REFUSAL 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1
 FC1964'INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED
 FC1964'GPS 35 AZ MK 1987, RECESSED 1 INCH GROUND LEVEL, 66.3 FEET SOUTHEAST
 FC1964'OF THE SOUTHEAST EDGE OF THE EAST-WEST TAXIWAY, 36.0 FEET NORTHWEST OF
 FC1964'THE NORTHWEST EDGE OF A NORTH-SOUTH RUNWAY, 41.0 FEET EAST OF A PIPE
 FC1964'CULVERT UNDER THE GROUND, AND 1.7 FEET SOUTHWEST OF A FIBERGLASS
 FC1964'WITNESS POST, ALSO 0.2 MILE NORTHEAST OF STATION GPS 35.  A REBAR WAS
 FC1964'PUT IN THE CONCRETE AROUND MARK.
 FC1964
 FC1964                          STATION RECOVERY (1988)
 FC1964
 FC1964'RECOVERED 1988
 FC1964'RECOVERED IN GOOD CONDITION.
 FC1964
 FC1964                          STATION RECOVERY (2003)
 FC1964
 FC1964'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1964'THE AZIMUTH MARK IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF
 FC1964'SWEETWATER, 3.2 KM (2 MI) NORTHWEST OF MADISONVILLE, AT THE
 FC1964'MADISONVILLE/MONROE COUNTY AIRPORT IN A TRIANGULAR PLOT OF GROUND
 FC1964'FORMED BY THE TAXIWAY AND RUNWAY.  OWNERSHIP--AIRPORT MANAGER IS LARRY
 FC1964'HAMILTON, TELEPHONE (615) 442-4506.
 FC1964' 
 FC1964'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN MADISONVILLE GO NORTH
 FC1964'FOR 0.8 KM (0.5 MI) ON COLLEGE STREET TO A FORK AT SWEETWATER ROAD.
 FC1964'FOLLOW THE LEFT FORK AND GO NORTH FOR 3.94 KM (2.45 MI) ON SWEETWATER
 FC1964'ROAD TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 FC1964'NORTHEAST FOR 1.6 KM (1.0 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 FC1964'AIRPORT OFFICE, THENCE EASTERLY 0.16 KM (0.1 MI) TO THE MARK NEAR THE
 FC1964'CENTER OF A GRASSY TRIANGLE FORMED BY THE RUNWAY AND TAXIWAY.
 FC1964' 
 FC1964'THE AZIMUTH IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.8 M (19
 FC1964'FT) TO REFUSAL, 0.08 M (0.25 FT) BELOW GROUND, WITH A LOGO CAP
 FC1964'STAMPED--GPS 35 AZ MK 1987--, AND A REBAR SET IN THE CONCRETE. LOCATED
 FC1964'20.2 M (66.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE EAST-WEST
 FC1964'TAXIWAY, 11.0 M (36 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY,
 FC1964'12.5 M (41.0 FT) EAST OF A PIPE CULVERT UNDER THE GROUND AND 0.5 M
 FC1964'(1.7 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, ALSO 0.32 KM (0.2 MI)
 FC1964'NORTHEAST OF STATION GPS 35.
 FC1964' 
 FC1964'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FC1964'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1926 ***********************************************************************
 FC1926  CBN         -  This is a Cooperative Base Network Control Station.
 FC1926  DESIGNATION -  GPS 36
 FC1926  PID         -  FC1926
 FC1926  STATE/COUNTY-  TN/MEIGS
 FC1926  USGS QUAD   -  DECATUR (1973)
 FC1926
 FC1926                         *CURRENT SURVEY CONTROL
 FC1926  ___________________________________________________________________
 FC1926* NAD 83(1995)-  35 37 25.02507(N)    084 46 28.67730(W)     ADJUSTED  
 FC1926* NAVD 88     -       229.14   (meters)     751.8    (feet)  LEVELING  
 FC1926  ___________________________________________________________________
 FC1926  X           -     472,725.730 (meters)                     COMP
 FC1926  Y           -  -5,169,024.960 (meters)                     COMP
 FC1926  Z           -   3,694,441.248 (meters)                     COMP
 FC1926  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 FC1926  ELLIP HEIGHT-         198.88  (meters)          (08/03/04) GPS OBS
 FC1926  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC1926
 FC1926  HORZ ORDER  -  B
 FC1926  VERT ORDER  -  THIRD
 FC1926  ELLP ORDER  -  FOURTH    CLASS I
 FC1926
 FC1926.The horizontal coordinates were established by GPS observations
 FC1926.and adjusted by the National Geodetic Survey in December 1995..
 FC1926
 FC1926.The orthometric height was determined by differential leveling.
 FC1926.The vertical network tie was performed by a horz. field party for horz.
 FC1926.obs reductions. Reset procedures were used to establish the elevation.
 FC1926
 FC1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1926
 FC1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1926
 FC1926.The ellipsoidal height was determined by GPS observations
 FC1926.and is referenced to NAD 83.
 FC1926
 FC1926.The geoid height was determined by GEOID03.
 FC1926
 FC1926;                    North         East     Units Scale Factor Converg.
 FC1926;SPC TN       -   143,850.763   710,998.362   MT  0.99995511   +0 43 02.6
 FC1926;SPC TN       -   471,950.38  2,332,667.13   sFT  0.99995511   +0 43 02.6
 FC1926;UTM  16      - 3,944,483.776   701,532.209   MT  1.00010052   +1 17 47.8
 FC1926
 FC1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1926!SPC TN       -   0.99996879  x   0.99995511  =   0.99992390
 FC1926!UTM  16      -   0.99996879  x   1.00010052  =   1.00006930
 FC1926
 FC1926                          SUPERSEDED SURVEY CONTROL
 FC1926
 FC1926  ELLIP H (12/14/95)  198.86   (m)                       GP(       ) 1 2
 FC1926  NAD 83(1995)-  35 37 25.02605(N)    084 46 28.67979(W) AD(       ) B
 FC1926  ELLIP H (09/07/90)  198.85   (m)                       GP(       ) 4 1
 FC1926  NGVD 29 (??/??/??)  229.46   (m)          752.8    (f) N HEIGHT    3  
 FC1926
 FC1926.Superseded values are not recommended for survey control.
 FC1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1926.See file dsdata.txt to determine how the superseded data were derived.
 FC1926
 FC1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0153244484(NAD 83)
 FC1926_MARKER: I = METAL ROD
 FC1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1926_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1926_STAMPING: GPS 36 1987
 FC1926_MARK LOGO: NGS   
 FC1926_PROJECTION: FLUSH
 FC1926_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1926+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 FC1926_ROD/PIPE-DEPTH: 8.50 meters
 FC1926_SLEEVE-DEPTH  : 0.90 meters
 FC1926
 FC1926  HISTORY     - Date     Condition        Report By
 FC1926  HISTORY     - 1987     MONUMENTED       NGS
 FC1926  HISTORY     - 19890104 GOOD
 FC1926  HISTORY     - 19950606 GOOD             NGS
 FC1926  HISTORY     - 20031010 GOOD             TNDT
 FC1926  HISTORY     - 20060705 GOOD             CAS
 FC1926
 FC1926                          STATION DESCRIPTION
 FC1926
 FC1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1926'THE STATION IS LOCATED JUST EAST OF WATTS BAR DAM ON THE TENNESSEE
 FC1926'RIVER AND NEAR THE SOUTH RIGHT-OF-WAY FENCE OF STATE ROUTE 68.
 FC1926'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1926'
 FC1926'TO REACH THE STATION FROM THE EAST END OF THE STATE ROUTE 68 BRIDGE
 FC1926'OVER THE DAM GO EAST FOR 0.24 KM (0.15 MI) ON STATE ROUTE 68 TO THE
 FC1926'STATION ON THE RIGHT JUST EAST OF AN ACCESS ROAD LEADING TO THE
 FC1926'EAST BANK OF THE RIVER BELOW THE DAM.
 FC1926'
 FC1926'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 8.5 METERS
 FC1926'(28 FT).  THE LOGO CAP IS STAMPED---GPS 36 1987---, AND A RAILROAD
 FC1926'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FC1926'34.7 METERS (114 FT) SOUTHEAST FROM THE JUNCTION OF STATE ROUTE 68
 FC1926'AND THE ACCESS ROAD,
 FC1926'25.76 METERS (84.5 FT) SOUTH FROM THE CENTER OF STATE ROUTE 68,
 FC1926'25.3 METERS (83 FT) EAST FROM THE CENTER OF THE ACCESS ROAD,
 FC1926'16.2 METERS (53 FT) EAST FROM THE RIGHT-OF-WAY FENCE CORNER POST,
 FC1926'1.01 METERS (3.3 FT) NORTH FROM A FIBERGLASS WITNESS POST SET AT THE
 FC1926'RIGHT-OF-WAY FENCE.
 FC1926
 FC1926                          STATION RECOVERY (1989)
 FC1926
 FC1926'RECOVERED 1989
 FC1926'RECOVERED IN GOOD CONDITION.
 FC1926
 FC1926                          STATION RECOVERY (1995)
 FC1926
 FC1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1926'RECOVERED AS DESCRIBED.
 FC1926
 FC1926                          STATION RECOVERY (2003)
 FC1926
 FC1926'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1926'RECOVERED AS DESCRIBED.
 FC1926
 FC1926                          STATION RECOVERY (2006)
 FC1926
 FC1926'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FC1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1927 ***********************************************************************
 FC1927  FBN         -  This is a Federal Base Network Control Station.
 FC1927  DESIGNATION -  GPS 37
 FC1927  PID         -  FC1927
 FC1927  STATE/COUNTY-  TN/BLEDSOE
 FC1927  USGS QUAD   -  PIKEVILLE (1977)
 FC1927
 FC1927                         *CURRENT SURVEY CONTROL
 FC1927  ___________________________________________________________________
 FC1927* NAD 83(1995)-  35 34 56.79049(N)    085 13 04.09281(W)     ADJUSTED  
 FC1927* NAVD 88     -       251.90   (meters)     826.4    (feet)  N HEIGHT  
 FC1927  ___________________________________________________________________
 FC1927  X           -     432,954.001 (meters)                     COMP
 FC1927  Y           -  -5,175,196.478 (meters)                     COMP
 FC1927  Z           -   3,690,740.380 (meters)                     COMP
 FC1927  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 FC1927  ELLIP HEIGHT-         222.63  (meters)          (08/03/04) GPS OBS
 FC1927  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1927  DYNAMIC HT  -         251.66  (meters)     825.7   (feet)  COMP
 FC1927  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC1927
 FC1927  HORZ ORDER  -  A
 FC1927  VERT ORDER  -  THIRD
 FC1927  ELLP ORDER  -  FOURTH    CLASS I
 FC1927
 FC1927.The horizontal coordinates were established by GPS observations
 FC1927.and adjusted by the National Geodetic Survey in July 1992..
 FC1927
 FC1927.The orthometric height was determined by differential leveling
 FC1927.and adjusted by the National Geodetic Survey in August 1996..
 FC1927.WARNING-GPS observations at this control monument resulted in a GPS
 FC1927.derived orthometric height which differed from the leveled height by
 FC1927.more than one decimeter (0.1 meter).
 FC1927
 FC1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1927
 FC1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1927
 FC1927.The ellipsoidal height was determined by GPS observations
 FC1927.and is referenced to NAD 83.
 FC1927
 FC1927.The geoid height was determined by GEOID03.
 FC1927
 FC1927.The dynamic height is computed by dividing the NAVD 88
 FC1927.geopotential number by the normal gravity value computed on the
 FC1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1927.degrees latitude (g = 980.6199 gals.).
 FC1927
 FC1927.The modeled gravity was interpolated from observed gravity values.
 FC1927
 FC1927;                    North         East     Units Scale Factor Converg.
 FC1927;SPC TN       -   138,870.791   670,891.887   MT  0.99995799   +0 27 28.5
 FC1927;SPC TN       -   455,611.92  2,201,084.47   sFT  0.99995799   +0 27 28.5
 FC1927;UTM  16      - 3,939,098.336   661,476.079   MT  0.99992132   +1 02 14.1
 FC1927
 FC1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1927!SPC TN       -   0.99996506  x   0.99995799  =   0.99992305
 FC1927!UTM  16      -   0.99996506  x   0.99992132  =   0.99988638
 FC1927
 FC1927                          SUPERSEDED SURVEY CONTROL
 FC1927
 FC1927  NAD 83(1986)-  35 34 56.79604(N)    085 13 04.09937(W) AD(       ) 1
 FC1927  NAD 83(1995)-  35 34 56.79049(N)    085 13 04.09280(W) AD(       ) A
 FC1927  ELLIP H (09/07/90)  222.75   (m)                       GP(       ) 4 1
 FC1927  NAD 27      -  35 34 56.55478(N)    085 13 04.22981(W) AD(       ) 3
 FC1927  NAVD 88 (07/24/97)  251.90   (m)          826.4    (f) LEVELING    3  
 FC1927  NAVD 88 (12/14/95)  251.90   (m)          826.4    (f) LEVELING    3  
 FC1927  NAVD 88 (09/07/94)  251.90   (m)          826.4    (f) LEVELING    3  
 FC1927  NGVD 29 (??/??/??)  251.95   (m)          826.6    (f) N HEIGHT    3  
 FC1927
 FC1927.Superseded values are not recommended for survey control.
 FC1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1927.See file dsdata.txt to determine how the superseded data were derived.
 FC1927
 FC1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE6147639098(NAD 83)
 FC1927_MARKER: DH = HORIZONTAL CONTROL DISK
 FC1927_SETTING: 66 = SET IN ROCK OUTCROP
 FC1927_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FC1927_STAMPING: GPS 37 1987
 FC1927_MARK LOGO: NGS   
 FC1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1927+STABILITY: POSITION/ELEVATION WELL
 FC1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1927+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1927
 FC1927  HISTORY     - Date     Condition        Report By
 FC1927  HISTORY     - 1987     MONUMENTED       NGS
 FC1927  HISTORY     - 1987     GOOD             NGS
 FC1927  HISTORY     - 1987     GOOD             NGS
 FC1927  HISTORY     - 19890104 GOOD
 FC1927  HISTORY     - 19900322 GOOD             NGS
 FC1927  HISTORY     - 19920113 GOOD             NGS
 FC1927  HISTORY     - 19931029 GOOD             NGS
 FC1927  HISTORY     - 19940314 GOOD
 FC1927  HISTORY     - 19940408 GOOD             NGS
 FC1927  HISTORY     - 19950330 GOOD             NGS
 FC1927  HISTORY     - 19950609 GOOD             NGS
 FC1927  HISTORY     - 20031010 GOOD             TNDT
 FC1927
 FC1927                          STATION DESCRIPTION
 FC1927
 FC1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1927'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF PIKEVILLE,
 FC1927'IN A BEDROCK OUTCROP AT THE EAST EDGE OF U.S. HIGHWAY 127.
 FC1927'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1927'
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND U.S.
 FC1927'HIGHWAY 127 AT THE SOUTH EDGE OF PIKEVILLE GO
 FC1927'SOUTH FOR 2.7 KM (1.7 MI) ON U.S. HIGHWAY 127 TO THE BLEDSOE COUNTY
 FC1927'HIGH SCHOOL ENTRANCE DRIVE ON THE RIGHT.
 FC1927'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.24 KM (0.15 MI) ON U.S.
 FC1927'HIGHWAY 127 TO THE STATION ON THE LEFT.
 FC1927'
 FC1927'THE STATION IS A STANDARD NGS DISK
 FC1927'STAMPED---GPS 37 1987---,
 FC1927'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 1.2 METERS (4
 FC1927'FT) BY 0.4 METERS (1.3 FT) PROJECTING 0.09 METERS (0.3 FT) ABOVE
 FC1927'GROUND.  LOCATED
 FC1927'38.4 METERS (126 FT) WEST-SOUTHWEST FROM A UTILITY POLE NUMBERED 23
 FC1927'30 WITH ONE TRANSFORMER AND A FLASHING SCHOOL SPEED LIMIT SIGN,
 FC1927'15.09 METERS (49.5 FT) SOUTHEAST FROM THE CENTER OF U.S. HIGHWAY
 FC1927'127 AND 0.3 METERS (1 FT) ABOVE SAME,
 FC1927'7.01 METERS (23 FT) NORTHEAST FROM A GRAVEL DRIVE LEADING INTO A
 FC1927'PASTURE,
 FC1927'0.64 METERS (2.1 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST SET
 FC1927'AT THE WHITE BOARD RIGHT-OF-WAY FENCE.
 FC1927
 FC1927                          STATION RECOVERY (1987)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 FC1927'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF
 FC1927'PIKEVILLE ALONG U.S. HIGHWAY 127 IN BEDROCK ON EAST SIDE
 FC1927'OF HWY.
 FC1927'OWNERSHIP -- HIGHWAY RIGHT-OF-WAY
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FC1927'127 AND STATE HIGHWAY 30 AT THE SOUTH EDGE OF PIKEVILLE,
 FC1927'GO SOUTH ON HWY. 127 FOR 1.7 MILES TO THE BLEDSOE COUNTY
 FC1927'HIGH SCHOOL ENTRANCE ON THE RIGHT.  CONTINUE SOUTH ON
 FC1927'HWY. 127 FOR 0.15 MILE TO THE MARK ON LEFT, IN BEDROCK.
 FC1927'THE STATION IS A STANDARD NGS DISK STAMPED--- GPS
 FC1927'37 1987 --- SET INTO ROCK OUTCROP SET IN A DRILL IN A
 FC1927'4X1.3 FEET BEDROCK, PROJECTING 4 INCHS.
 FC1927'LOCATED 126.0 WEST SOUTHWEST FROM A UTILITY POLE NUMBER
 FC1927'23 30 WITH TRANSFORMER, SCHOOL FLASHING SPEED SIGN
 FC1927'ATTACHED, 49.5 SOUTHEAST FROM APPROX. CENTER OF HWY 127,
 FC1927'23.0 FEET NORTH NORTHEAST FROM A GRAVEL DRIVE AND 2.0
 FC1927'FEET NORTHWEST FROM A FIBERGLASS WITNESS POST SET NEAR
 FC1927'N-S BOARD FENCE.
 FC1927'THE UNDERGROUND MARK IS NONE.
 FC1927
 FC1927                          STATION RECOVERY (1987)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1989)
 FC1927
 FC1927'RECOVERED 1989
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1990)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1992)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FC1927'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF PIKEVILLE,
 FC1927'IN A BEDROCK OUTCROP AT THE EAST EDGE OF U.S.HIGHWAY 127.
 FC1927'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND U.S.
 FC1927'HIGHWAY 127 AT THE SOUTH EDGE OF PIKEVILLE GO SOUTH ON U.S. HIGHWAY
 FC1927'127 FOR 2.7 KM (1.7 MI) TO THE BLEDSOE COUNTY HIGH SCHOOL ENTRANCE
 FC1927'DRIVE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON U.S.
 FC1927'HIGHWAY 127 FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 FC1927'THE STATION IS LOCATED 38.4 M (126.0 FT) WEST-SOUTHWEST FROM A UTILITY
 FC1927'POLE NUMBERED 23 WITH ONE TRANSFORMER, 15.09 M (49.51 FT) SOUTHEAST
 FC1927'FROM THE CENTER OF U.S. HIGHWAY 127 AND 0.3 M (1.0 FT) ABOVE THIS
 FC1927'ROAD, 7.01 M (23.00 FT) NORTHEAST FROM A GRAVEL DRIVE LEADING INTO A
 FC1927'PASTURE AND 0.64 M (2.10 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST
 FC1927'SET AT THE WHITE BOARD RIGHT-OF-WAY FENCE.
 FC1927'NOTE--THE STATION IS SET INTO A DRILL HOLE IN A BEDROCK OUTCROP THAT
 FC1927'MEASURES 1.2 M (3.9 FT) X 0.4 M (1.3 FT) AND PROJECTS 0.09 M
 FC1927'(0.30 FT) ABOVE GROUND.
 FC1927
 FC1927                          STATION RECOVERY (1993)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FC1927'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF PIKEVILLE,
 FC1927'IN A ROCK OUTCROP AT THE EAST EDGE OF U.S. HIGHWAY 127.
 FC1927'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND U.S.
 FC1927'HIGHWAY 127 AT THE SOUTH EDGE OF PIKEVILLE, GO SOUTH ON HIGHWAY 127
 FC1927'FOR 2.7 KM (1.65 MI) TO THE BLEDSOE COUNTY HIGH SCHOOL ENTRANCE DRIVE
 FC1927'ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 127 FOR 0.24 KM (0.15 MI) TO
 FC1927'STATION ON THE LEFT.
 FC1927'THE STATION IS SET IN A DRILLHOLE IN ROCK OUTCROP MEASURING 1.2 M
 FC1927'(3.9 FT) BY 0.4 M (1.3 FT) PROJECTING 0.09 M (0.30 FT) ABOVE GROUND,
 FC1927'AND ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY.  LOCATED 36.6 M
 FC1927'(120.1 FT) WEST-SOUTHWEST FROM UTILITY POLE NUMBER 23 30 WITH ONE
 FC1927'TRANSFORMER, 15.09 M (49.51 FT) SOUTHEAST FROM THE CENTER OF THE
 FC1927'HIGHWAY, 6.7 M (22.0 FT) NORTHEAST FROM THE CENTER OF A GRAVEL DRIVE
 FC1927'LEADING INTO A PASTURE WITH A BARN AND 0.64 M (2.10 FT) NORTHWEST
 FC1927'FROM A FIBERGLASS WITNESS POST SET AT A WHITE BOARD RIGHT-OF-WAY
 FC1927'FENCE.
 FC1927
 FC1927                          STATION RECOVERY (1994)
 FC1927
 FC1927'RECOVERED 1994
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1994)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 FC1927'RECOVERED AS DESCRIBED IN 1993.
 FC1927
 FC1927                          STATION RECOVERY (1995)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1927'RECOVERED AS DESCRIBED.
 FC1927
 FC1927                          STATION RECOVERY (1995)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1927'RECOVERED AS DESCRIBED.
 FC1927
 FC1927                          STATION RECOVERY (2003)
 FC1927
 FC1927'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1927'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1928 ***********************************************************************
 FC1928  CBN         -  This is a Cooperative Base Network Control Station.
 FC1928  DESIGNATION -  GPS 38
 FC1928  PID         -  FC1928
 FC1928  STATE/COUNTY-  TN/WARREN
 FC1928  USGS QUAD   -  IRVING COLLEGE (1983)
 FC1928
 FC1928                         *CURRENT SURVEY CONTROL
 FC1928  ___________________________________________________________________
 FC1928* NAD 83(1995)-  35 36 22.02445(N)    085 42 19.11789(W)     ADJUSTED  
 FC1928* NAVD 88     -       271.52   (meters)     890.8    (feet)  LEVELING  
 FC1928  ___________________________________________________________________
 FC1928  X           -     388,791.891 (meters)                     COMP
 FC1928  Y           -  -5,177,184.450 (meters)                     COMP
 FC1928  Z           -   3,692,888.202 (meters)                     COMP
 FC1928  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FC1928  ELLIP HEIGHT-         242.66  (meters)          (08/03/04) GPS OBS
 FC1928  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1928
 FC1928  HORZ ORDER  -  B
 FC1928  VERT ORDER  -  THIRD
 FC1928  ELLP ORDER  -  FOURTH    CLASS I
 FC1928
 FC1928.The horizontal coordinates were established by GPS observations
 FC1928.and adjusted by the National Geodetic Survey in December 1995..
 FC1928
 FC1928.The orthometric height was determined by differential leveling.
 FC1928.The vertical network tie was performed by a horz. field party for horz.
 FC1928.obs reductions. Reset procedures were used to establish the elevation.
 FC1928
 FC1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1928
 FC1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1928
 FC1928.The ellipsoidal height was determined by GPS observations
 FC1928.and is referenced to NAD 83.
 FC1928
 FC1928.The geoid height was determined by GEOID03.
 FC1928
 FC1928;                    North         East     Units Scale Factor Converg.
 FC1928;SPC TN       -   141,254.477   626,700.578   MT  0.99995627   +0 10 21.1
 FC1928;SPC TN       -   463,432.40  2,056,100.15   sFT  0.99995627   +0 10 21.1
 FC1928;UTM  16      - 3,941,034.070   617,268.010   MT  0.99976946   +0 45 13.9
 FC1928
 FC1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1928!SPC TN       -   0.99996191  x   0.99995627  =   0.99991819
 FC1928!UTM  16      -   0.99996191  x   0.99976946  =   0.99973138
 FC1928
 FC1928                          SUPERSEDED SURVEY CONTROL
 FC1928
 FC1928  ELLIP H (12/14/95)  242.58   (m)                       GP(       ) 1 2
 FC1928  NAD 83(1995)-  35 36 22.02611(N)    085 42 19.12095(W) AD(       ) B
 FC1928  ELLIP H (09/07/90)  242.63   (m)                       GP(       ) 4 1
 FC1928  NGVD 29 (??/??/??)  271.63   (m)          891.2    (f) N HEIGHT    3  
 FC1928
 FC1928.Superseded values are not recommended for survey control.
 FC1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1928.See file dsdata.txt to determine how the superseded data were derived.
 FC1928
 FC1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1726841034(NAD 83)
 FC1928_MARKER: I = METAL ROD
 FC1928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1928_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1928_STAMPING: GPS 38 1987
 FC1928_MARK LOGO: NGS   
 FC1928_PROJECTION: FLUSH
 FC1928_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1928+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1928_ROD/PIPE-DEPTH: 12.2 meters
 FC1928_SLEEVE-DEPTH  : 0.90 meters
 FC1928
 FC1928  HISTORY     - Date     Condition        Report By
 FC1928  HISTORY     - 1987     MONUMENTED       NGS
 FC1928  HISTORY     - 19891103 GOOD
 FC1928  HISTORY     - 19950612 GOOD             NGS
 FC1928  HISTORY     - 20031010 GOOD             TNDT
 FC1928
 FC1928                          STATION DESCRIPTION
 FC1928
 FC1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1928'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF MCMINNVILLE,
 FC1928'IN A FILL AREA ON THE WEST SIDE OF STATE ROUTE 56.
 FC1928'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1928'
 FC1928'TO REACH THE STATION FROM THE COURTHOUSE IN MCMINNVILLE GO
 FC1928'SOUTH FOR 3.5 KM (2.2 MI) ON STATE ROUTE 56 TO THE JUNCTION OF
 FC1928'STATE ROUTE 127.
 FC1928'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.4 KM (2.1 MI) ON STATE
 FC1928'ROUTE 56 TO THE FAIRVIEW COMMUNITY CENTER ON THE RIGHT.
 FC1928'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.4 KM (2.1 MI) ON STATE
 FC1928'ROUTE 56 TO THE STATION ON THE RIGHT.
 FC1928'
 FC1928'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 12.2
 FC1928'METERS (40 FT).  THE LOGO CAP IS STAMPED---GPS 38 1987---, AND A
 FC1928'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FC1928'81.1 METERS (266 FT) SOUTH FROM THE NORTH END OF A GUARDRAIL,
 FC1928'52.7 METERS (173 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM MILE
 FC1928'MARKER NUMBER 6,
 FC1928'35.1 METERS (115 FT) NORTH-NORTHEAST FROM A POWER POLE WITH ONE GUY
 FC1928'WIRE,
 FC1928'9.30 METERS (30.5 FT) WEST FROM THE ROAD CENTER AND 0.6 METERS (2
 FC1928'FT) BELOW SAME,
 FC1928'2.59 METERS (8.5 FT) WEST FROM A FIBERGLASS WITNESS POST SET AT THE
 FC1928'GUARDRAIL.
 FC1928
 FC1928                          STATION RECOVERY (1989)
 FC1928
 FC1928'RECOVERED 1989
 FC1928'RECOVERED IN GOOD CONDITION.
 FC1928
 FC1928                          STATION RECOVERY (1995)
 FC1928
 FC1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1928'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF MCMINNVILLE,
 FC1928'IN A FILL AREA ON THE WEST SIDE OF STATE ROUTE 56.
 FC1928'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 FC1928'STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN MCMINNVILLE, GO EAST
 FC1928'FOR 0.16 KM (0.10 MI) ON E. MAIN ST TO AN INTERSECTION.  TURN RIGHT
 FC1928'AND GO SOUTH FOR 0.16 KM (0.10 MI) ON E. SPRING ST. TO AN
 FC1928'INTERSECTION.  TURN LEFT AND GO SOUTH FOR 3.5 KM (2.15 MI) ON STATE
 FC1928'ROUTE 56 TO THE JUNCTION OF STATE ROUTE 127.  CONTINUE STRAIGHT AHEAD
 FC1928'AND GO SOUTH FOR 3.4 KM (2.10 MI) ON STATE ROUTE 56 TO THE FAIRVIEW
 FC1928'COMMUNITY CENTER ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH
 FC1928'FOR 4.0 KM (2.50 MI) ON STATE ROUTE 56 TO THE STATION ON THE RIGHT.
 FC1928'LOCATED 81.1 M (266.1 FT) SOUTH FROM THE NORTH END OF A GUARDRAIL,
 FC1928'52.7 M (172.9 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM MILE MARKER
 FC1928'NUMBER 6, 35.1 M (115.2 FT) NORTH-NORTHEAST FROM A POWER POLE WITH ONE
 FC1928'GUY WIRE, 9.30 M (30.51 FT) WEST FROM THE ROAD CENTER AND 0.6 M (2.0
 FC1928'FT) BELOW SAME, 2.59 M (8.50 FT) WEST FROM A FIBERGLASS WITNESS POST
 FC1928'SET AT THE GUARDRAIL.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FC1928
 FC1928                          STATION RECOVERY (2003)
 FC1928
 FC1928'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1647 ***********************************************************************
 FD1647  CBN         -  This is a Cooperative Base Network Control Station.
 FD1647  DESIGNATION -  GPS 39
 FD1647  PID         -  FD1647
 FD1647  STATE/COUNTY-  TN/COFFEE
 FD1647  USGS QUAD   -  NOAH (1976)
 FD1647
 FD1647                         *CURRENT SURVEY CONTROL
 FD1647  ___________________________________________________________________
 FD1647* NAD 83(1995)-  35 37 25.18832(N)    086 08 31.33914(W)     ADJUSTED  
 FD1647* NAVD 88     -       358.01   (meters)    1174.6    (feet)  LEVELING  
 FD1647  ___________________________________________________________________
 FD1647  X           -     349,247.156 (meters)                     COMP
 FD1647  Y           -  -5,178,936.622 (meters)                     COMP
 FD1647  Z           -   3,694,521.256 (meters)                     COMP
 FD1647  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FD1647  ELLIP HEIGHT-         329.22  (meters)          (08/03/04) GPS OBS
 FD1647  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD1647
 FD1647  HORZ ORDER  -  B
 FD1647  VERT ORDER  -  THIRD ?
 FD1647  ELLP ORDER  -  FOURTH    CLASS I
 FD1647
 FD1647.The horizontal coordinates were established by GPS observations
 FD1647.and adjusted by the National Geodetic Survey in December 1995..
 FD1647
 FD1647.The orthometric height was determined by differential leveling.
 FD1647.The vertical network tie was performed by a horz. field party for horz.
 FD1647.obs reductions. Reset procedures were used to establish the elevation.
 FD1647
 FD1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1647
 FD1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1647
 FD1647.The ellipsoidal height was determined by GPS observations
 FD1647.and is referenced to NAD 83.
 FD1647
 FD1647.The geoid height was determined by GEOID03.
 FD1647
 FD1647;                    North         East     Units Scale Factor Converg.
 FD1647;SPC TN       -   143,170.237   587,133.284   MT  0.99995511   -0 04 59.4
 FD1647;SPC TN       -   469,717.69  1,926,286.45   sFT  0.99995511   -0 04 59.4
 FD1647;UTM  16      - 3,942,547.364   577,692.675   MT  0.99967438   +0 29 59.1
 FD1647
 FD1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1647!SPC TN       -   0.99994833  x   0.99995511  =   0.99990344
 FD1647!UTM  16      -   0.99994833  x   0.99967438  =   0.99962273
 FD1647
 FD1647                          SUPERSEDED SURVEY CONTROL
 FD1647
 FD1647  ELLIP H (12/14/95)  329.25   (m)                       GP(       ) 1 2
 FD1647  NAD 83(1995)-  35 37 25.19003(N)    086 08 31.34216(W) AD(       ) B
 FD1647  NGVD 29 (09/07/90)  358.0    (m)         1175.     (f) GPS OBS        
 FD1647
 FD1647.Superseded values are not recommended for survey control.
 FD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1647.See file dsdata.txt to determine how the superseded data were derived.
 FD1647
 FD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7769342547(NAD 83)
 FD1647_MARKER: I = METAL ROD
 FD1647_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1647_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1647_STAMPING: GPS 39 1987
 FD1647_MARK LOGO: NGS   
 FD1647_PROJECTION: FLUSH
 FD1647_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1647+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1647_ROD/PIPE-DEPTH: 2.4  meters
 FD1647_SLEEVE-DEPTH  : 0.9 meters
 FD1647
 FD1647  HISTORY     - Date     Condition        Report By
 FD1647  HISTORY     - 1987     MONUMENTED       NGS
 FD1647  HISTORY     - 19890718 GOOD
 FD1647  HISTORY     - 19930420 GOOD             NOS
 FD1647  HISTORY     - 19950612 GOOD             NGS
 FD1647  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD1647  HISTORY     - 20020226 GOOD             TVA
 FD1647  HISTORY     - 20031010 GOOD             TNDT
 FD1647
 FD1647                          STATION DESCRIPTION
 FD1647
 FD1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1647'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 FD1647'NORTH-NORTHWEST OF MANCHESTER,
 FD1647'8.1 KM (5 MI) EAST OF BEECH GROVE, JUST EAST OF GNAT HILL CHURCH OF
 FD1647'CHRIST, AT THE SOUTH EDGE OF A CEMETERY.
 FD1647'OWNERSHIP--GNAT HILL CHURCH OF CHRIST.
 FD1647'
 FD1647'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 FD1647'ROUTE 64 (EXIT 97) AT BEECH GROVE GO EAST FOR
 FD1647'0.24 KM (0.15 MI) ON STATE ROUTE 64 TO THE JUNCTION OF U.S. HIGHWAY
 FD1647'41.
 FD1647'TURN RIGHT AND GO SOUTH FOR 7.2 KM (4.5 MI) ON U.S. HIGHWAY 41 TO
 FD1647'THE JUNCTION OF COUNTY ROAD 4290.
 FD1647'TURN LEFT AND GO NORTHEAST FOR 6.4 KM (4.0 MI) ON COUNTY ROAD 4290
 FD1647'TO A JUNCTION.
 FD1647'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 FD1647'0.3 KM (0.2 MI) ON STATE ROUTE 280 TO THE CHURCH AND THE STATION ON
 FD1647'THE LEFT.  THE STATION CAN ALSO BE REACHED FROM THE JUNCTION OF
 FD1647'STATE ROUTES 53 AND 280 BY GOING WEST FOR 6.9 KM (4.3 MI) ON STATE
 FD1647'ROUTE 280 TO THE STATION ON THE RIGHT.
 FD1647'
 FD1647'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 METERS
 FD1647'(8 FT).  THE LOGO CAP IS STAMPED---GPS 39 1987---, AND A RAILROAD
 FD1647'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1647'67.1 METERS (220 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 FD1647'THE CHURCH,
 FD1647'19.5 METERS (64 FT) WEST FROM A POWER POLE NUMBERED C 102 L5 AT THE
 FD1647'SOUTHEAST CORNER OF THE CEMETERY,
 FD1647'7.6 METERS (25 FT) NORTH FROM THE ROAD CENTER AND 0.6 METERS (2 FT)
 FD1647'ABOVE SAME,
 FD1647'7.0 METERS (23 FT) SOUTHEAST FROM THE FERRELL TOMBSTONE,
 FD1647'6.4 METERS (21 FT) SOUTHEAST FROM ANOTHER FERREL TOMBSTONE.
 FD1647
 FD1647                          STATION RECOVERY (1989)
 FD1647
 FD1647'RECOVERED 1989
 FD1647'RECOVERED IN GOOD CONDITION.
 FD1647
 FD1647                          STATION RECOVERY (1993)
 FD1647
 FD1647'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FD1647'RECOVERED AS DESCRIBED.
 FD1647
 FD1647                          STATION RECOVERY (1995)
 FD1647
 FD1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1647'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH-NORTHWEST OF
 FD1647'MANCHESTER, 8.1 KM (5.05 MI) EAST OF BEECH GROVE, JUST EAST OF GNAT
 FD1647'HILL CHURCH OF CHRIST, AT THE SOUTH EDGE OF A CEMETERY.
 FD1647'OWNERSHIP--GNAT HILL CHURCH OF CHRIST.  TO REACH THE STATION FROM THE
 FD1647'JUNCTION OF INTERSTATE HIGHWAY 24 AND STATE ROUTE 64 (EXIT 97) AT
 FD1647'BEECH GROVE, GO EAST FOR 0.24 KM (0.15 MI) ON STATE ROUTE 64 TO THE
 FD1647'JUNCTION OF U.S. HIGHWAY 41.  TURN RIGHT AND GO SOUTH FOR 7.2 KM (4.45
 FD1647'MI) ON U.S. HIGHWAY 41 TO THE JUNCTION OF COUNTY ROAD 4290 (NOAH RD).
 FD1647'TURN LEFT AND GO NORTHEAST FOR 7.4 KM (4.60 MI) ON COUNTY ROAD 4290 TO
 FD1647'A JUNCTION (FREDONIA RD/STATE ROUTE 280). CONTINUE STRAIGHT AHEAD AND
 FD1647'GO NORTHEAST FOR 0.3 KM (0.20 MI) ON STATE ROUTE 280 TO THE CHURCH AND
 FD1647'THE STATION ON THE LEFT.  THE STATION CAN ALSO BE REACHED FROM THE
 FD1647'JUNCTION OF STATE ROUTES 53 AND 280 BY GOING WEST FOR 6.9 KM (4.30 MI)
 FD1647'ON STATE ROUTE 280 TO THE STATION ON THE RIGHT.  LOCATED 67.1 M (220.1
 FD1647'FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE CHURCH, 19.5 M
 FD1647'(64.0 FT) WEST FROM POWER POLE NUMBER C 102 L5 AT THE SOUTHEAST CORNER
 FD1647'OF THE CEMETERY, 6.4 M (21.0 FT) NORTH FROM THE ROAD CENTER AND 0.6 M
 FD1647'(2.0 FT) ABOVE SAME, 7.0 M (23.0 FT) SOUTHEAST FROM THE FERRELL
 FD1647'TOMBSTONE, 9.1 M (29.9 FT) SOUTHEAST FROM ANOTHER FERRELL TOMBSTONE.
 FD1647'A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FD1647
 FD1647                          STATION RECOVERY (1999)
 FD1647
 FD1647'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD1647'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
 FD1647
 FD1647                          STATION RECOVERY (2002)
 FD1647
 FD1647'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2002 (CDM)
 FD1647'RECOVERED IN GOOD CONDITION.
 FD1647
 FD1647                          STATION RECOVERY (2003)
 FD1647
 FD1647'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3643 ***********************************************************************
 GA3643  CBN         -  This is a Cooperative Base Network Control Station.
 GA3643  DESIGNATION -  GPS 4
 GA3643  PID         -  GA3643
 GA3643  STATE/COUNTY-  TN/GRAINGER
 GA3643  USGS QUAD   -  AVONDALE (1979)
 GA3643
 GA3643                         *CURRENT SURVEY CONTROL
 GA3643  ___________________________________________________________________
 GA3643* NAD 83(1995)-  36 21 00.80437(N)    083 23 36.35206(W)     ADJUSTED  
 GA3643* NAVD 88     -       591.54   (meters)    1940.7    (feet)  N HEIGHT  
 GA3643  ___________________________________________________________________
 GA3643  X           -     591,766.389 (meters)                     COMP
 GA3643  Y           -  -5,109,356.863 (meters)                     COMP
 GA3643  Z           -   3,759,893.518 (meters)                     COMP
 GA3643  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GA3643  ELLIP HEIGHT-         560.42  (meters)          (08/03/04) GPS OBS
 GA3643  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA3643  DYNAMIC HT  -         590.99  (meters)    1938.9   (feet)  COMP
 GA3643  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 GA3643
 GA3643  HORZ ORDER  -  B
 GA3643  VERT ORDER  -  THIRD
 GA3643  ELLP ORDER  -  FOURTH    CLASS I
 GA3643
 GA3643.The horizontal coordinates were established by GPS observations
 GA3643.and adjusted by the National Geodetic Survey in June 1994..
 GA3643
 GA3643.The orthometric height was determined by differential leveling
 GA3643.and adjusted by the National Geodetic Survey in August 1996..
 GA3643.WARNING-GPS observations at this control monument resulted in a GPS
 GA3643.derived orthometric height which differed from the leveled height by
 GA3643.more than one decimeter (0.1 meter).
 GA3643
 GA3643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3643
 GA3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3643
 GA3643.The ellipsoidal height was determined by GPS observations
 GA3643.and is referenced to NAD 83.
 GA3643
 GA3643.The geoid height was determined by GEOID03.
 GA3643
 GA3643.The dynamic height is computed by dividing the NAVD 88
 GA3643.geopotential number by the normal gravity value computed on the
 GA3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3643.degrees latitude (g = 980.6199 gals.).
 GA3643
 GA3643.The modeled gravity was interpolated from observed gravity values.
 GA3643
 GA3643;                    North         East     Units Scale Factor Converg.
 GA3643;SPC TN       -   226,891.329   833,944.070   MT  0.99998889   +1 31 33.6
 GA3643;SPC TN       -   744,392.64  2,736,031.50   sFT  0.99998889   +1 31 33.6
 GA3643;UTM  17      - 4,025,454.283   285,224.824   MT  1.00016838   -1 25 09.0
 GA3643
 GA3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3643!SPC TN       -   0.99991205  x   0.99998889  =   0.99990094
 GA3643!UTM  17      -   0.99991205  x   1.00016838  =   1.00008042
 GA3643
 GA3643                          SUPERSEDED SURVEY CONTROL
 GA3643
 GA3643  NAD 83(1995)-  36 21 00.80437(N)    083 23 36.35207(W) AD(       ) B
 GA3643  ELLIP H (06/29/94)  560.43   (m)                       GP(       ) 4 1
 GA3643  ELLIP H (04/04/94)  560.25   (m)                       GP(       ) 4 1
 GA3643  NAD 83(1995)-  36 21 00.80714(N)    083 23 36.35904(W) AD(       ) B
 GA3643  ELLIP H (09/07/90)  560.25   (m)                       GP(       ) 4 1
 GA3643  NAVD 88 (06/06/02)  591.37   (m)         1940.2    (f) LEVELING    3  
 GA3643  NAVD 88 (09/07/94)  591.55   (m)         1940.8    (f) LEVELING    3  
 GA3643  NGVD 29 (??/??/??)  591.65   (m)         1941.1    (f) N HEIGHT    3  
 GA3643
 GA3643.Superseded values are not recommended for survey control.
 GA3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3643.See file dsdata.txt to determine how the superseded data were derived.
 GA3643
 GA3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8522525454(NAD 83)
 GA3643_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3643_SETTING: 66 = SET IN ROCK OUTCROP
 GA3643_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3643_STAMPING: GPS 4 1987
 GA3643_MARK LOGO: NGS   
 GA3643_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3643+STABILITY: POSITION/ELEVATION WELL
 GA3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3643+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GA3643
 GA3643  HISTORY     - Date     Condition        Report By
 GA3643  HISTORY     - 1987     MONUMENTED       NGS
 GA3643  HISTORY     - 1987     GOOD             NGS
 GA3643  HISTORY     - 19881209 GOOD
 GA3643  HISTORY     - 19930628 GOOD             NGS
 GA3643  HISTORY     - 19950606 GOOD             NGS
 GA3643  HISTORY     - 20020118 GOOD             NGS
 GA3643  HISTORY     - 20031010 GOOD             TNDT
 GA3643  HISTORY     - 20050428 GOOD             CAS
 GA3643
 GA3643                          STATION DESCRIPTION
 GA3643
 GA3643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3643'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) WEST OF BEAN STATION,
 GA3643'2.4 KM (1.5 MI) EAST OF THORN HILL,
 GA3643'0.3 KM (0.2 MI) EAST OF THE CLINCH MOUNTAIN LOOKOUT STORE.
 GA3643'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GA3643'
 GA3643'THE STATION IS LOCATED AT THE U.S. ROUTE 25 SCENIC OVERLOOK AT THE
 GA3643'TOP SOUTH SIDE OF CLINCH MOUNTAIN.
 GA3643'
 GA3643'THE STATION IS A STANDARD NGS DISK
 GA3643'STAMPED---GPS 4 1987---,
 GA3643'SET INTO A DRILL HOLE IN BEDROCK.  LOCATED
 GA3643'90.5 METERS (297 FT) EAST FROM THE OVERLOOK ENTRANCE DRIVE
 GA3643'CENTERLINE,
 GA3643'41.8 METERS (137 FT) WEST-NORTHWEST FROM THE DRAIN AT THE EAST END
 GA3643'OF THE PARKING LOT,
 GA3643'2.1 METERS (7.0 FT) NORTH-NORTHWEST FROM A 1.2 METER (4 FT) HIGH
 GA3643'WIRE FENCE AND FIGERGLASS WITNESS POST,
 GA3643'1.2 METERS (4 FT) SOUTH-SOUTHEAST FROM THE TOP OF CUT AT THE SOUTH
 GA3643'EDGE OF THE ROAD.  THE MARK IS ABOUT 4.6 METERS (15 FT) ABOVE THE
 GA3643'ROAD AND LEVEL WITH THE PARKING LOT.
 GA3643
 GA3643                          STATION RECOVERY (1987)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3643'RECOVERED IN GOOD CONDITION.
 GA3643
 GA3643                          STATION RECOVERY (1988)
 GA3643
 GA3643'RECOVERED 1988
 GA3643'RECOVERED IN GOOD CONDITION.
 GA3643
 GA3643                          STATION RECOVERY (1993)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3643'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) WEST OF BEAN STATION,
 GA3643'0.3 KM (0.20 MI) EAST OF THE CLINCH MOUNTAIN LOOKOUT STORE AND AT THE
 GA3643'U.S. HIGHWAY 25E SCENIC OVERLOOK AT THE TOP SOUTH SIDE OF CLINCH
 GA3643'MOUNTAIN.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GA3643'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 25E AND STATE
 GA3643'HIGHWAY 131 IN THORN HILL, GO 2.4 KM (1.50 MI) EAST-SOUTHEAST ALONG
 GA3643'U.S. HIGHWAY 25E TO THE SCENIC OVERLOOK AND THE STATION ON THE RIGHT.
 GA3643'THE STATION IS ABOUT 4.6 M (15.1 FT) ABOVE THE HIGHWAY AND LEVEL WITH
 GA3643'THE PARKING LOT.  LOCATED 90.5 M (296.9 FT) EAST FROM THE OVERLOOK
 GA3643'ENTRANCE DRIVE CENTERLINE, 41.8 M (137.1 FT) WEST-NORTHWEST FROM THE
 GA3643'DRAIN AT THE EAST END OF THE PARKING LOT, 2.1 M (6.9 FT)
 GA3643'NORTH-NORTHWEST FROM A 1.2 M (3.9 FT) HIGH WIRE FENCE AND FIBERGLASS
 GA3643'WITNESS POST AND 1.2 M (3.9 FT) SOUTH-SOUTHEAST FROM THE TOP OF CUT
 GA3643'AT THE SOUTH EDGE OF THE ROAD.
 GA3643
 GA3643                          STATION RECOVERY (1995)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3643'RECOVERED AS DESCRIBED.
 GA3643
 GA3643                          STATION RECOVERY (2002)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3643'RECOVERED AS DESCRIBED.
 GA3643' 
 GA3643' 
 GA3643' 
 GA3643'
 GA3643
 GA3643                          STATION RECOVERY (2003)
 GA3643
 GA3643'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3643'RECOVERED AS DESCRIBED.
 GA3643
 GA3643                          STATION RECOVERY (2005)
 GA3643
 GA3643'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1648 ***********************************************************************
 FD1648  FBN         -  This is a Federal Base Network Control Station.
 FD1648  DESIGNATION -  GPS 40
 FD1648  PID         -  FD1648
 FD1648  STATE/COUNTY-  TN/BEDFORD
 FD1648  USGS QUAD   -  UNIONVILLE (1981)
 FD1648
 FD1648                         *CURRENT SURVEY CONTROL
 FD1648  ___________________________________________________________________
 FD1648* NAD 83(1995)-  35 36 39.00001(N)    086 34 50.78192(W)     ADJUSTED  
 FD1648* NAVD 88     -       212.8    (meters)     698.     (feet)  GPS OBS   
 FD1648  ___________________________________________________________________
 FD1648  X           -     309,622.793 (meters)                     COMP
 FD1648  Y           -  -5,182,169.434 (meters)                     COMP
 FD1648  Z           -   3,693,279.874 (meters)                     COMP
 FD1648  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FD1648  ELLIP HEIGHT-         184.78  (meters)          (08/03/04) GPS OBS
 FD1648  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1648
 FD1648  HORZ ORDER  -  B
 FD1648  VERT ORDER  -  THIRD (See Below)
 FD1648  ELLP ORDER  -  FOURTH    CLASS I
 FD1648
 FD1648.The horizontal coordinates were established by GPS observations
 FD1648.and adjusted by the National Geodetic Survey in December 1995..
 FD1648
 FD1648.The orthometric height was determined by GPS observations and a
 FD1648.high-resolution geoid model.
 FD1648.The vertical order pertains to the NGVD 29 superseded value.
 FD1648
 FD1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1648
 FD1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1648
 FD1648.The ellipsoidal height was determined by GPS observations
 FD1648.and is referenced to NAD 83.
 FD1648
 FD1648.The geoid height was determined by GEOID03.
 FD1648
 FD1648;                    North         East     Units Scale Factor Converg.
 FD1648;SPC TN       -   141,893.566   547,381.950   MT  0.99995595   -0 20 24.0
 FD1648;SPC TN       -   465,529.14  1,795,868.95   sFT  0.99995595   -0 20 24.0
 FD1648;UTM  16      - 3,940,866.466   537,968.829   MT  0.99961776   +0 14 38.8
 FD1648
 FD1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1648!SPC TN       -   0.99997100  x   0.99995595  =   0.99992695
 FD1648!UTM  16      -   0.99997100  x   0.99961776  =   0.99958877
 FD1648
 FD1648                          SUPERSEDED SURVEY CONTROL
 FD1648
 FD1648  ELLIP H (12/14/95)  184.96   (m)                       GP(       ) 1 2
 FD1648  NAD 83(1995)-  35 36 39.00118(N)    086 34 50.78312(W) AD(       ) B
 FD1648  ELLIP H (09/07/90)  184.95   (m)                       GP(       ) 4 1
 FD1648  NGVD 29 (??/??/??)  212.98   (m)          698.8    (f) N HEIGHT    3  
 FD1648
 FD1648.Superseded values are not recommended for survey control.
 FD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1648.See file dsdata.txt to determine how the superseded data were derived.
 FD1648
 FD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3796940866(NAD 83)
 FD1648_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1648_SETTING: 66 = SET IN ROCK OUTCROP
 FD1648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1648_STAMPING: GPS 40 1987
 FD1648_MARK LOGO: NGS   
 FD1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1648+STABILITY: POSITION/ELEVATION WELL
 FD1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1648+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1648
 FD1648  HISTORY     - Date     Condition        Report By
 FD1648  HISTORY     - 1987     MONUMENTED       NGS
 FD1648  HISTORY     - 19891215 GOOD
 FD1648  HISTORY     - 19930420 GOOD             NOS
 FD1648  HISTORY     - 19950612 GOOD             NGS
 FD1648  HISTORY     - 20031010 GOOD             TNDT
 FD1648
 FD1648                          STATION DESCRIPTION
 FD1648
 FD1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1648'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 FD1648'NORTHWEST OF SHELBYVILLE,
 FD1648'1.6 KM (1 MI) SOUTHEAST OF UNIONVILLE, ON THE NORTHEAST SIDE OF
 FD1648'U.S. HIGHWAY 41A IN A BEDROCK OUTCROP IN THE FRONT LAWN OF THE
 FD1648'UNIONVILLE SCHOOL.
 FD1648'OWNERSHIP--STATE OF TENNESSEE
 FD1648'
 FD1648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND THE
 FD1648'DEASON/UNIONVILLE ROAD ABOUT 1.6 KM (1 MI) SOUTHEAST OF UNIONVILLE GOO
 FD1648'NORTHWEST FOR 0.08 KM (0.05 MI) ON U.S. HIGHWAY 41A TO THE STATION
 FD1648'ON THE RIGHT IN A BEDROCK OUTCROP IN THE FRONT LAWN OF THE
 FD1648'UNIONVILLE SCHOOL.
 FD1648'
 FD1648'THE STATION IS A STANDARD NGS DISK
 FD1648'STAMPED---GPS 40 1987---,
 FD1648'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.46 METERS (1.5
 FD1648'FT) BY 0.30 METERS (1.0 FT) PROJECTING 0.06 METERS (0.2 FT).
 FD1648'LOCATED
 FD1648'20.27 METERS (66.5 FT) NORTHWEST FROM THE SCHOOL ENTRANCE DRIVE,
 FD1648'15.9 METERS (52 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF A
 FD1648'CULVERT UNDER THE DRIVE,
 FD1648'21.28 METERS (69.8 FT) SOUTHEAST FROM A POWER POLE WITH ONE GUY
 FD1648'WIRE AND A TRANSFORMER,
 FD1648'13.7 METERS (45 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND
 FD1648'0.46 METERS (1.5 FT) ABOVE SAME.
 FD1648
 FD1648                          STATION RECOVERY (1989)
 FD1648
 FD1648'RECOVERED 1989
 FD1648'RECOVERED IN GOOD CONDITION.
 FD1648
 FD1648                          STATION RECOVERY (1993)
 FD1648
 FD1648'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FD1648'RECOVERED AS DESCRIBED.
 FD1648
 FD1648                          STATION RECOVERY (1995)
 FD1648
 FD1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1648'THE STATION IS LOCATED ABOUT 19.4 KM (12.05 MI) NORTHWEST OF
 FD1648'SHELBYVILLE, 1.6 KM (1.00 MI) SOUTHEAST OF UNIONVILLE, ON THE
 FD1648'NORTHEAST SIDE OF U.S. HIGHWAY 41A, IN A BEDROCK OUTCROP IN THE FRONT
 FD1648'LAWN OF THE COMMUNITY SCHOOL IN UNIONVILLE.  OWNERSHIP--STATE OF
 FD1648'TENNESSEE.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A
 FD1648'AND THE DEASON/UNIONVILLE ROAD ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF
 FD1648'UNIONVILLE, GO NORTHWEST FOR 0.8 KM (0.50 MI) ON U.S. HIGHWAY 41A TO
 FD1648'THE STATION ON RIGHT.  THE STATION IS SET IN A DRILL HOLE IN THE TOP
 FD1648'OF ROCK OUTCROP MEASURING 0.46 M (1.51 FT) BY 0.3 M (1.0 FT)
 FD1648'PROJECTING 6 CM ABOVE GROUND.  LOCATED 20.3 M (66.6 FT) NORTHWEST FROM
 FD1648'THE SOUTH SCHOOL ENTRANCE DRIVE, 15.9 M (52.2 FT) NORTH-NORTHWEST FROM
 FD1648'THE NORTHWEST END OF A CULVERT UNDER THE DRIVE, 21.3 M (69.9 FT)
 FD1648'SOUTHEAST FROM A POWER POLE WITH ONE GUY WIRE AND A TRANSFORMER, 13.7
 FD1648'M (44.9 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND 0.46 M (1.51
 FD1648'FT) HIGHER THAN THE HIGHWAY.
 FD1648
 FD1648                          STATION RECOVERY (2003)
 FD1648
 FD1648'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1648'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4051 ***********************************************************************
 FB4051  DESIGNATION -  GPS 40A
 FB4051  PID         -  FB4051
 FB4051  STATE/COUNTY-  TN/KNOX
 FB4051  USGS QUAD   -  KNOXVILLE (1978)
 FB4051
 FB4051                         *CURRENT SURVEY CONTROL
 FB4051  ___________________________________________________________________
 FB4051* NAD 83(1995)-  35 58 07.00770(N)    083 54 44.28179(W)     ADJUSTED  
 FB4051* NAVD 88     -       310.8    (meters)    1020.     (feet)  VERTCON   
 FB4051  ___________________________________________________________________
 FB4051  X           -     548,098.317 (meters)                     COMP
 FB4051  Y           -  -5,139,126.453 (meters)                     COMP
 FB4051  Z           -   3,725,538.097 (meters)                     COMP
 FB4051  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FB4051  ELLIP HEIGHT-         280.06  (meters)          (04/12/99) GPS OBS
 FB4051  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4051
 FB4051  HORZ ORDER  -  FIRST
 FB4051  ELLP ORDER  -  FOURTH    CLASS I
 FB4051
 FB4051.The horizontal coordinates were established by GPS observations
 FB4051.and adjusted by the National Geodetic Survey in April 1999..
 FB4051
 FB4051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4051
 FB4051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4051
 FB4051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4051
 FB4051.The ellipsoidal height was determined by GPS observations
 FB4051.and is referenced to NAD 83.
 FB4051
 FB4051.The geoid height was determined by GEOID03.
 FB4051
 FB4051;                    North         East     Units Scale Factor Converg.
 FB4051;SPC TN       -   183,441.291   788,285.767   MT  0.99995115   +1 13 20.0
 FB4051;SPC TN       -   601,840.30  2,586,234.22   sFT  0.99995115   +1 13 20.0
 FB4051;UTM  17      - 3,984,389.299   237,381.954   MT  1.00044991   -1 42 41.4
 FB4051
 FB4051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4051!SPC TN       -   0.99995605  x   0.99995115  =   0.99990720
 FB4051!UTM  17      -   0.99995605  x   1.00044991  =   1.00040594
 FB4051
 FB4051                          SUPERSEDED SURVEY CONTROL
 FB4051
 FB4051  NAD 83(1995)-  35 58 07.00871(N)    083 54 44.28824(W) AD(       ) 1
 FB4051  ELLIP H (05/28/93)  280.01   (m)                       GP(       ) 4 2
 FB4051  NGVD 29 (05/28/93)  311.0    (m)         1020.     (f) GPS OBS        
 FB4051
 FB4051.Superseded values are not recommended for survey control.
 FB4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4051.See file dsdata.txt to determine how the superseded data were derived.
 FB4051
 FB4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3738284389(NAD 83)
 FB4051_MARKER: DD = SURVEY DISK
 FB4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4051_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4051+STABILITY: SURFACE MOTION
 FB4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4051+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4051
 FB4051  HISTORY     - Date     Condition        Report By
 FB4051  HISTORY     - 1988     MONUMENTED       AEROS
 FB4051  HISTORY     - 20010322 GOOD             USPSQD
 FB4051  HISTORY     - 20060112 GOOD             USPSQD
 FB4051
 FB4051                          STATION DESCRIPTION
 FB4051
 FB4051'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4051'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 FB4051'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4051'1.2 KM (0.75 MI) EAST-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4051'(HENLEY STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE),
 FB4051'0.4 KM (0.25 MI) SOUTHWEST OF THE JUNCTION OF SUMMIT HILL DRIVE AND
 FB4051'VINE AVENUE.
 FB4051'OWNERSHIP--KNOX COUNTY.
 FB4051'
 FB4051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4051'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE, AND SUMMIT HILL
 FB4051'DRIVE), GO NORTHEAST FOR 1.23 KM (0.76 MI) ON SUMMIT HILL DRIVE TO
 FB4051'THE FIRST INTERSECTION WITH TOWN VIEW DRIVE.
 FB4051'TURN RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) ON TOWN VIEW DRIVE TO
 FB4051'THE EXIT OF THE PAVED DRIVEWAY FOR GREEN SCHOOL AND THE STATION AT
 FB4051'THE CREST OF THE HILL ON THE WEST END OF GREEN SCHOOL, AND MAY BE
 FB4051'REACHED BY LEAVING THE PAVED DRIVEWAY AND DRIVING ON THE GRASS
 FB4051'ABOUT 61 METERS (200 FT) FROM TOWN VIEW DRIVE, AND KEEPING TO THE
 FB4051'WEST OF GREEN SCHOOL.
 FB4051'
 FB4051'THE STATION IS A KNOX COUNTY ALUMINUM DISK
 FB4051'STAMPED---GPS 40 1985---,
 FB4051'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4051'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4051'20.6 METERS (67.5 FT) NORTHWEST FROM A CHAIN LINK FENCE CORNER,
 FB4051'11.6 METERS (38.0 FT) SOUTHWEST FROM THE FACE OF A CONCRETE WALL AT
 FB4051'THE POINT WHERE IT BREAKS DOWNHILL TOWARDS THE NORTH,
 FB4051'7.6 METERS (25.0 FT) NORTH FROM A 12 INCH MAPLE TREE, AND
 FB4051'0.9 METERS (3.0 FT) NORTH FROM A STANDARD ORANGE CARSONITE WITNESS
 FB4051'POST.
 FB4051
 FB4051                          STATION RECOVERY (2001)
 FB4051
 FB4051'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4051'RECOVERED IN GOOD CONDITION.
 FB4051
 FB4051                          STATION RECOVERY (2006)
 FB4051
 FB4051'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1649 ***********************************************************************
 FD1649  CBN         -  This is a Cooperative Base Network Control Station.
 FD1649  DESIGNATION -  GPS 41
 FD1649  PID         -  FD1649
 FD1649  STATE/COUNTY-  TN/MAURY
 FD1649  USGS QUAD   -  COLUMBIA (1989)
 FD1649
 FD1649                         *CURRENT SURVEY CONTROL
 FD1649  ___________________________________________________________________
 FD1649* NAD 83(1995)-  35 36 50.00367(N)    087 04 45.27711(W)     ADJUSTED  
 FD1649* NAVD 88     -       196.820  (meters)     645.73   (feet)  ADJUSTED  
 FD1649  ___________________________________________________________________
 FD1649  X           -     264,516.266 (meters)                     COMP
 FD1649  Y           -  -5,184,456.871 (meters)                     COMP
 FD1649  Z           -   3,693,546.341 (meters)                     COMP
 FD1649  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FD1649  ELLIP HEIGHT-         168.90  (meters)          (08/03/04) GPS OBS
 FD1649  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1649  DYNAMIC HT  -         196.646 (meters)     645.16  (feet)  COMP
 FD1649  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 FD1649
 FD1649  HORZ ORDER  -  B
 FD1649  VERT ORDER  -  THIRD
 FD1649  ELLP ORDER  -  FOURTH    CLASS I
 FD1649
 FD1649.The horizontal coordinates were established by GPS observations
 FD1649.and adjusted by the National Geodetic Survey in December 1995..
 FD1649
 FD1649.The orthometric height was determined by differential leveling
 FD1649.and adjusted by the National Geodetic Survey in August 1996..
 FD1649
 FD1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1649
 FD1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1649
 FD1649.The ellipsoidal height was determined by GPS observations
 FD1649.and is referenced to NAD 83.
 FD1649
 FD1649.The geoid height was determined by GEOID03.
 FD1649
 FD1649.The dynamic height is computed by dividing the NAVD 88
 FD1649.geopotential number by the normal gravity value computed on the
 FD1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1649.degrees latitude (g = 980.6199 gals.).
 FD1649
 FD1649.The modeled gravity was interpolated from observed gravity values.
 FD1649
 FD1649;                    North         East     Units Scale Factor Converg.
 FD1649;SPC TN       -   142,615.670   502,225.601   MT  0.99995574   -0 37 54.6
 FD1649;SPC TN       -   467,898.24  1,647,718.49   sFT  0.99995574   -0 37 54.6
 FD1649;UTM  16      - 3,941,127.469   492,823.307   MT  0.99960063   -0 02 46.1
 FD1649
 FD1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1649!SPC TN       -   0.99997349  x   0.99995574  =   0.99992923
 FD1649!UTM  16      -   0.99997349  x   0.99960063  =   0.99957413
 FD1649
 FD1649                          SUPERSEDED SURVEY CONTROL
 FD1649
 FD1649  ELLIP H (12/14/95)  168.87   (m)                       GP(       ) 1 2
 FD1649  NAD 83(1995)-  35 36 50.00415(N)    087 04 45.27737(W) AD(       ) B
 FD1649  ELLIP H (09/07/90)  168.86   (m)                       GP(       ) 4 1
 FD1649  NAVD 88 (12/14/95)  196.82   (m)          645.7    (f) LEVELING    3  
 FD1649  NGVD 29 (09/07/90)  196.80   (m)          645.7    (f) LEVELING    3  
 FD1649
 FD1649.Superseded values are not recommended for survey control.
 FD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1649.See file dsdata.txt to determine how the superseded data were derived.
 FD1649
 FD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9282341127(NAD 83)
 FD1649_MARKER: I = METAL ROD
 FD1649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1649_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1649_STAMPING: GPS 41 1987
 FD1649_MARK LOGO: NGS   
 FD1649_PROJECTION: FLUSH
 FD1649_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1649+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1649_ROD/PIPE-DEPTH: 11.9 meters
 FD1649_SLEEVE-DEPTH  : 0.90 meters
 FD1649
 FD1649  HISTORY     - Date     Condition        Report By
 FD1649  HISTORY     - 1987     MONUMENTED       NGS
 FD1649  HISTORY     - 19891215 GOOD
 FD1649  HISTORY     - 19950613 GOOD             NGS
 FD1649  HISTORY     - 20031010 GOOD             TNDT
 FD1649
 FD1649                          STATION DESCRIPTION
 FD1649
 FD1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1649'THE STATION IS LOCATED AT THE WEST EDGE OF COLUMBIA, AT CENTRAL
 FD1649'HIGH SCHOOL IN THE LAWN AT THE SOUTHEAST CORNER OF THE SCHOOL
 FD1649'PROPERTY.
 FD1649'OWNERSHIP--CITY OF COLUMBIA SCHOOL DISTRICT
 FD1649'
 FD1649'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 50 BYPASS AND
 FD1649'U.S. HIGHWAY 43 NEAR THE COUNTY HOSPITAL AT THE SOUTHWEST EDGE OF
 FD1649'COLUMBIA GO NORTH FOR 0.8 KM (0.5 MI) ON STATE ROUTE 50 TO THE
 FD1649'JUNCTION OF NEW EXPERIMENT ROAD.
 FD1649'TURN LEFT AND GO NORTHWEST FOR 1.13 KM (0.7 MI) ON NEW EXPERIMENT
 FD1649'ROAD TO THE STATION ON THE LEFT.
 FD1649'
 FD1649'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.9
 FD1649'METERS (39 FT).  THE LOGO CAP IS STAMPED---GPS 41 1987---, AND A
 FD1649'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1649'30.8 METERS (101 FT) WEST FROM THE CENTER OF THE ROAD AND LEVEL WITH
 FD1649'THE SAME,
 FD1649'9.27 METERS (30.4 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 FD1649'BRICK PLANTER WITH SIGN,
 FD1649'52.1 METERS (171 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 FD1649'ONE STORY SECTION OF THE SCHOOL,
 FD1649'19.8 METERS (65 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A PARKING
 FD1649'LOT,
 FD1649'9.7 METERS (32 FT) SOUTHWEST FROM A UTILITY POLE WITH A STREET
 FD1649'LIGHT,
 FD1649'12.2 METERS (40 FT) WEST FROM THE CENTER OF A 76 CM (30 IN) STORM
 FD1649'DRAIN GRATE.
 FD1649
 FD1649                          STATION RECOVERY (1989)
 FD1649
 FD1649'RECOVERED 1989
 FD1649'RECOVERED IN GOOD CONDITION.
 FD1649
 FD1649                          STATION RECOVERY (1995)
 FD1649
 FD1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1649'THE STATION IS LOCATED AT THE WEST EDGE OF COLUMBIA, AT CENTRAL HIGH
 FD1649'SCHOOL, IN THE LAWN AT THE SOUTHEAST CORNER OF THE SCHOOL PROPERTY.
 FD1649'OWNERSHIP--CITY OF COLUMBIA SCHOOL DISTRICT.  TO REACH THE STATION
 FD1649'FROM THE JUNCTION OF STATE ROUTE 50 BYPASS AND U.S HIGHWAY 43 NEAR THE
 FD1649'COUNTY HOSPITAL AT THE SOUTHWEST EDGE OF COLUMBIA, GO NORTH FOR 0.8 KM
 FD1649'(0.50 MI) ON STATE ROUTE 50 TO THE JUNCTION OF NEW EXPERIMENT ROAD
 FD1649'(LION PARKWAY).  TURN LEFT AND GO NORTHWEST FOR 1.13 KM (0.70 MI) ON
 FD1649'NEW EXPERIMENT ROAD (LION PARKWAY) TO THE STATION ON THE LEFT.
 FD1649'LOCATED 30.8 M (101.0 FT) WEST FROM THE CENTER OF THE ROAD, 8.9 M
 FD1649'(29.2 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A SMALL WOODEN
 FD1649'BUILDING WITH BRICK FOUNDATION, 52.1 M (170.9 FT) EAST-SOUTHEAST FROM
 FD1649'THE SOUTHEAST CORNER OF A ONE STORY SECTION OF THE SCHOOL, 19.8 M
 FD1649'(65.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A PARKING LOT, 9.8 M
 FD1649'(32.2 FT) SOUTHWEST FROM A UTILITY POLE WITH A STREET LIGHT, 12.0 M
 FD1649'(39.4 FT) WEST FROM THE CENTER OF A 0.8 M (2.6 FT) STORM DRAIN GRATE
 FD1649'AND ABOUT LEVEL WITH THE ROAD.  A STEEL SPIKE IS EMBEDDED IN THE
 FD1649'CONCRETE.
 FD1649
 FD1649                          STATION RECOVERY (2003)
 FD1649
 FD1649'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1650 ***********************************************************************
 FD1650  FBN         -  This is a Federal Base Network Control Station.
 FD1650  DESIGNATION -  GPS 42
 FD1650  PID         -  FD1650
 FD1650  STATE/COUNTY-  TN/LEWIS
 FD1650  USGS QUAD   -  GORDONSBURG (1979)
 FD1650
 FD1650                         *CURRENT SURVEY CONTROL
 FD1650  ___________________________________________________________________
 FD1650* NAD 83(1995)-  35 34 35.65475(N)    087 25 47.83248(W)     ADJUSTED  
 FD1650* NAVD 88     -       186.74   (meters)     612.7    (feet)  LEVELING  
 FD1650  ___________________________________________________________________
 FD1650  X           -     232,884.933 (meters)                     COMP
 FD1650  Y           -  -5,188,378.231 (meters)                     COMP
 FD1650  Z           -   3,690,173.350 (meters)                     COMP
 FD1650  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FD1650  ELLIP HEIGHT-         158.65  (meters)          (08/03/04) GPS OBS
 FD1650  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1650
 FD1650  HORZ ORDER  -  B
 FD1650  VERT ORDER  -  THIRD ?
 FD1650  ELLP ORDER  -  FOURTH    CLASS I
 FD1650
 FD1650.The horizontal coordinates were established by GPS observations
 FD1650.and adjusted by the National Geodetic Survey in December 1995..
 FD1650
 FD1650.The orthometric height was determined by differential leveling.
 FD1650.The vertical network tie was performed by a horz. field party for horz.
 FD1650.obs reductions. Reset procedures were used to establish the elevation.
 FD1650
 FD1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1650
 FD1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1650
 FD1650.The ellipsoidal height was determined by GPS observations
 FD1650.and is referenced to NAD 83.
 FD1650
 FD1650.The geoid height was determined by GEOID03.
 FD1650
 FD1650;                    North         East     Units Scale Factor Converg.
 FD1650;SPC TN       -   138,882.974   470,394.430   MT  0.99995844   -0 50 13.7
 FD1650;SPC TN       -   455,651.89  1,543,285.73   sFT  0.99995844   -0 50 13.7
 FD1650;UTM  16      - 3,937,070.660   461,043.109   MT  0.99961870   -0 15 00.5
 FD1650
 FD1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1650!SPC TN       -   0.99997510  x   0.99995844  =   0.99993354
 FD1650!UTM  16      -   0.99997510  x   0.99961870  =   0.99959381
 FD1650
 FD1650                          SUPERSEDED SURVEY CONTROL
 FD1650
 FD1650  ELLIP H (12/14/95)  158.69   (m)                       GP(       ) 1 2
 FD1650  NAD 83(1995)-  35 34 35.65562(N)    087 25 47.83367(W) AD(       ) B
 FD1650  ELLIP H (09/07/90)  158.63   (m)                       GP(       ) 4 1
 FD1650  NGVD 29 (09/07/90)  186.7    (m)          613.     (f) GPS OBS        
 FD1650
 FD1650.Superseded values are not recommended for survey control.
 FD1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1650.See file dsdata.txt to determine how the superseded data were derived.
 FD1650
 FD1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6104337071(NAD 83)
 FD1650_MARKER: I = METAL ROD
 FD1650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1650_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1650_STAMPING: GPS 42 1987
 FD1650_MARK LOGO: NGS   
 FD1650_PROJECTION: FLUSH
 FD1650_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1650+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1650_ROD/PIPE-DEPTH: 3.70 meters
 FD1650_SLEEVE-DEPTH  : 0.90 meters
 FD1650
 FD1650  HISTORY     - Date     Condition        Report By
 FD1650  HISTORY     - 1987     MONUMENTED       NGS
 FD1650  HISTORY     - 19890720 GOOD
 FD1650  HISTORY     - 19950614 GOOD             NGS
 FD1650  HISTORY     - 20031010 GOOD             TNDT
 FD1650
 FD1650                          STATION DESCRIPTION
 FD1650
 FD1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1650'THE STATION IS LOCATED ABOUT 48.4 KM (27 MI)
 FD1650'WEST OF COLUMBIA,
 FD1650'12.9 KM (8 MI) EAST OF HOHENWALD, AT THE JUNCTION OF STATE ROUTE 99
 FD1650'AND THE ENTRANCE TO THE NATCHEZ TRACE PARKWAY.
 FD1650'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FD1650'
 FD1650'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 99 AND THE
 FD1650'ENTRANCE TO THE NATCHEZ TRACE PARKWAY, 0.3 KM (0.2 MI) EAST OF THE
 FD1650'PARKWAY OVERPASS BRIDGE, IN THE WEST ANGLE OF THE JUNCTION.
 FD1650'
 FD1650'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.7 METERS
 FD1650'(12 FT).  THE LOGO CAP IS STAMPED---GPS 42 1987---, AND A STEEL
 FD1650'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1650'32.6 METERS (107 FT) SOUTHWEST FROM THE CENTER OF STATE ROUTE 99
 FD1650'(ALSO KNOWN AS U.S. HIGHWAY 421) AND 0.9 METERS (3 FT) BELOW SAME,
 FD1650'36.0 METERS (118 FT) NORTHWEST FROM THE SOUTH CORNER OF A TRIANGULAR
 FD1650'GRASS MEDIAN,
 FD1650'8.2 METERS (27 FT) SOUTH FROM THE NORTHWEST END OF A CULVERT
 FD1650'HEADWALL,
 FD1650'9.60 METERS (31.5 FT) WEST FROM THE EAST EDGE OF PAVEMENT OF THE
 FD1650'ENTRANCE RAMP.
 FD1650
 FD1650                          STATION RECOVERY (1989)
 FD1650
 FD1650'RECOVERED 1989
 FD1650'RECOVERED IN GOOD CONDITION.
 FD1650
 FD1650                          STATION RECOVERY (1995)
 FD1650
 FD1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1650'THE STATION IS LOCATED ABOUT 48.4 KM (30.05 MI) WEST OF COLUMBIA, 12.9
 FD1650'KM (8.00 MI) EAST OF HOHENWALD, AT THE JUNCTION OF U.S. HIGHWAY
 FD1650'412/STATE ROUTE 99 AND THE ENTRANCE TO THE NATCHEZ TRACE PARKWAY.
 FD1650'OWNERSHIP--ROAD RIGHT-OF-WAY.  THE STATION IS LOCATED AT THE JUNCTION
 FD1650'OF U.S. HIGHWAY 412/STATE ROUTE 99 AND THE ENTRANCE TO THE NATCHEZ
 FD1650'TRACE PARKWAY, 0.3 KM (0.20 MI) EAST OF THE PARKWAY OVERPASS BRIDGE,
 FD1650'IN THE WEST ANGLE OF THE JUNCTION.  LOCATED 32.6 M (107.0 FT)
 FD1650'SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 412/STATE ROUTE 99, 36.0 M
 FD1650'(118.1 FT) NORTHWEST FROM THE SOUTH CORNER OF A TRIANGULAR GRASS
 FD1650'MEDIAN, 8.2 METERS (26.9 FT) SOUTH FROM THE NORTHWEST END OF A CULVERT
 FD1650'HEADWALL, 9.6 M (31.5 FT) WEST FROM THE EAST EDGE OF PAVEMENT OF THE
 FD1650'ENTRANCE RAMP AND 0.9 M (3.0 FT) BELOW U.S. HIGHWAY 412.  A STEEL
 FD1650'SPIKE IS EMBEDDED IN THE CONCRETE.
 FD1650
 FD1650                          STATION RECOVERY (2003)
 FD1650
 FD1650'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1651 ***********************************************************************
 FD1651  CBN         -  This is a Cooperative Base Network Control Station.
 FD1651  DESIGNATION -  GPS 43
 FD1651  PID         -  FD1651
 FD1651  STATE/COUNTY-  TN/PERRY
 FD1651  USGS QUAD   -  LINDEN (1968)
 FD1651
 FD1651                         *CURRENT SURVEY CONTROL
 FD1651  ___________________________________________________________________
 FD1651* NAD 83(1995)-  35 37 00.11024(N)    087 50 10.44976(W)     ADJUSTED  
 FD1651* NAVD 88     -       169.53   (meters)     556.2    (feet)  N HEIGHT  
 FD1651  ___________________________________________________________________
 FD1651  X           -     195,990.383 (meters)                     COMP
 FD1651  Y           -  -5,187,295.421 (meters)                     COMP
 FD1651  Z           -   3,693,783.517 (meters)                     COMP
 FD1651  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FD1651  ELLIP HEIGHT-         141.34  (meters)          (08/03/04) GPS OBS
 FD1651  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1651  DYNAMIC HT  -         169.38  (meters)     555.7   (feet)  COMP
 FD1651  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FD1651
 FD1651  HORZ ORDER  -  B
 FD1651  VERT ORDER  -  THIRD
 FD1651  ELLP ORDER  -  FOURTH    CLASS I
 FD1651
 FD1651.The horizontal coordinates were established by GPS observations
 FD1651.and adjusted by the National Geodetic Survey in December 1995..
 FD1651
 FD1651.The orthometric height was determined by differential leveling
 FD1651.and adjusted by the National Geodetic Survey in August 1996..
 FD1651.The height was determined by precise leveling from only one NSRS
 FD1651.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FD1651.allowed ONLY to validate the GPS-derived height.
 FD1651
 FD1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1651
 FD1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1651
 FD1651.The ellipsoidal height was determined by GPS observations
 FD1651.and is referenced to NAD 83.
 FD1651
 FD1651.The geoid height was determined by GEOID03.
 FD1651
 FD1651.The dynamic height is computed by dividing the NAVD 88
 FD1651.geopotential number by the normal gravity value computed on the
 FD1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1651.degrees latitude (g = 980.6199 gals.).
 FD1651
 FD1651.The modeled gravity was interpolated from observed gravity values.
 FD1651
 FD1651;                    North         East     Units Scale Factor Converg.
 FD1651;SPC TN       -   143,948.562   433,657.882   MT  0.99995556   -1 04 30.0
 FD1651;SPC TN       -   472,271.24  1,422,759.23   sFT  0.99995556   -1 04 30.0
 FD1651;UTM  16      - 3,941,757.797   424,268.138   MT  0.99967067   -0 29 13.2
 FD1651
 FD1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1651!SPC TN       -   0.99997782  x   0.99995556  =   0.99993338
 FD1651!UTM  16      -   0.99997782  x   0.99967067  =   0.99964849
 FD1651
 FD1651                          SUPERSEDED SURVEY CONTROL
 FD1651
 FD1651  ELLIP H (12/14/95)  141.38   (m)                       GP(       ) 1 2
 FD1651  NAD 83(1995)-  35 37 00.11065(N)    087 50 10.45122(W) AD(       ) B
 FD1651  ELLIP H (09/07/90)  141.32   (m)                       GP(       ) 4 1
 FD1651  NAVD 88 (12/14/95)  169.53   (m)          556.2    (f) LEVELING    3  
 FD1651  NGVD 29 (??/??/??)  169.53   (m)          556.2    (f) N HEIGHT    3  
 FD1651
 FD1651.Superseded values are not recommended for survey control.
 FD1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1651.See file dsdata.txt to determine how the superseded data were derived.
 FD1651
 FD1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2426841758(NAD 83)
 FD1651_MARKER: I = METAL ROD
 FD1651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1651_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1651_STAMPING: GPS 43 1987
 FD1651_MARK LOGO: NGS   
 FD1651_PROJECTION: FLUSH
 FD1651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1651+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1651_ROD/PIPE-DEPTH: 4.60 meters
 FD1651_SLEEVE-DEPTH  : 0.90 meters
 FD1651
 FD1651  HISTORY     - Date     Condition        Report By
 FD1651  HISTORY     - 1987     MONUMENTED       NGS
 FD1651  HISTORY     - 19890713 GOOD
 FD1651  HISTORY     - 19950613 GOOD             NGS
 FD1651  HISTORY     - 20031010 GOOD             TNDT
 FD1651
 FD1651                          STATION DESCRIPTION
 FD1651
 FD1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1651'THE STATION IS LOCATED IN LINDEN, IN FRONT OF THE MERIWETHER LEWIS
 FD1651'ELECTRIC COOPERATIVE OFFICE, IN A TRIANGULAR LAWN ON THE SOUTH SIDE
 FD1651'OF MAIN STREET.
 FD1651'OWNERSHIP--MERIWETHER LEWIS ELECTRIC COOPERATIVE
 FD1651'
 FD1651'TO REACH THE STATION FROM THE COURTHOUSE IN LINDEN GO
 FD1651'EAST FOR 0.16 KM (0.1 MI) ON STATE ROUTES 20 AND 100 (MAIN STREET)
 FD1651'TO THE STATION ON THE RIGHT.
 FD1651'
 FD1651'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.6 METERS
 FD1651'(15 FT).  THE LOGO CAP IS STAMPED---GPS 43 1987---, AND A STEEL
 FD1651'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1651'13.7 METERS (45 FT) SOUTH-SOUTHEAST FROM THE CENTER OF MAIN STREET
 FD1651'AND 0.9 METERS (3 FT) ABOVE SAME,
 FD1651'21.9 METERS (72 FT) WEST FROM THE CENTER OF POLK STREET,
 FD1651'21.6 METERS (71 FT) EAST FROM THE CENTER OF OAK STREET,
 FD1651'19.5 METERS (64 FT) WEST FROM A 25 CM (10 IN) WALNUT TREE,
 FD1651'22.9 METERS (75 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF
 FD1651'THE ELECTRIC COMPANY OFFICE,
 FD1651'1.65 METERS (5.4 FT) NORTH FROM A CURB AT THE NORTH EDGE OF THE
 FD1651'PARKING LOT.
 FD1651
 FD1651                          STATION RECOVERY (1989)
 FD1651
 FD1651'RECOVERED 1989
 FD1651'RECOVERED IN GOOD CONDITION.
 FD1651
 FD1651                          STATION RECOVERY (1995)
 FD1651
 FD1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1651'RECOVERED AS DESCRIBED.
 FD1651
 FD1651                          STATION RECOVERY (2003)
 FD1651
 FD1651'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1651'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2746 ***********************************************************************
 FE2746  CBN         -  This is a Cooperative Base Network Control Station.
 FE2746  PACS        -  This is a Primary Airport Control Station.
 FE2746  DESIGNATION -  GPS 44
 FE2746  PID         -  FE2746
 FE2746  STATE/COUNTY-  TN/HENDERSON
 FE2746  USGS QUAD   -  LEXINGTON (1992)
 FE2746
 FE2746                         *CURRENT SURVEY CONTROL
 FE2746  ___________________________________________________________________
 FE2746* NAD 83(1995)-  35 39 16.41539(N)    088 22 50.45988(W)     ADJUSTED  
 FE2746* NAVD 88     -       156.75   (meters)     514.3    (feet)  N HEIGHT  
 FE2746  ___________________________________________________________________
 FE2746  X           -     146,621.075 (meters)                     COMP
 FE2746  Y           -  -5,186,466.554 (meters)                     COMP
 FE2746  Z           -   3,697,190.417 (meters)                     COMP
 FE2746  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2746  ELLIP HEIGHT-         128.58  (meters)          (08/03/04) GPS OBS
 FE2746  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2746  DYNAMIC HT  -         156.61  (meters)     513.8   (feet)  COMP
 FE2746  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FE2746
 FE2746  HORZ ORDER  -  B
 FE2746  VERT ORDER  -  THIRD
 FE2746  ELLP ORDER  -  FOURTH    CLASS I
 FE2746
 FE2746.This mark is at Franklin Wilkins Airport (M52)
 FE2746
 FE2746.The horizontal coordinates were established by GPS observations
 FE2746.and adjusted by the National Geodetic Survey in December 1995..
 FE2746
 FE2746.The orthometric height was determined by differential leveling
 FE2746.and adjusted by the National Geodetic Survey in August 1996..
 FE2746.The height was determined by precise leveling from only one NSRS
 FE2746.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2746.allowed ONLY to validate the GPS-derived height.
 FE2746
 FE2746.Photographs are available for this station.
 FE2746
 FE2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2746
 FE2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2746
 FE2746.The ellipsoidal height was determined by GPS observations
 FE2746.and is referenced to NAD 83.
 FE2746
 FE2746.The geoid height was determined by GEOID03.
 FE2746
 FE2746.The dynamic height is computed by dividing the NAVD 88
 FE2746.geopotential number by the normal gravity value computed on the
 FE2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2746.degrees latitude (g = 980.6199 gals.).
 FE2746
 FE2746.The modeled gravity was interpolated from observed gravity values.
 FE2746
 FE2746;                    North         East     Units Scale Factor Converg.
 FE2746;SPC TN       -   149,210.603   384,447.938   MT  0.99995328   -1 23 37.5
 FE2746;SPC TN       -   489,535.12  1,261,309.61   sFT  0.99995328   -1 23 37.5
 FE2746;UTM  16      - 3,946,513.063   375,017.967   MT  0.99979249   -0 48 17.6
 FE2746
 FE2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2746!SPC TN       -   0.99997982  x   0.99995328  =   0.99993310
 FE2746!UTM  16      -   0.99997982  x   0.99979249  =   0.99977231
 FE2746
 FE2746:                Primary Azimuth Mark                     Grid Az
 FE2746:SPC TN       -  GPS 44 AZ MK                             149 53 58.9
 FE2746:UTM  16      -  GPS 44 AZ MK                             149 18 39.0
 FE2746
 FE2746|---------------------------------------------------------------------|
 FE2746| PID    Reference Object                     Distance      Geod. Az  |
 FE2746|                                                           dddmmss.s |
 FE2746| FE2778 GPS 44 AZ MK                        APPROX. 0.7 KM 1483021.4 |
 FE2746| FE0064 Q 19                                287.421 METERS 33150     |
 FE2746|---------------------------------------------------------------------|
 FE2746
 FE2746                          SUPERSEDED SURVEY CONTROL
 FE2746
 FE2746  ELLIP H (12/14/95)  128.62   (m)                       GP(       ) 1 2
 FE2746  NAD 83(1995)-  35 39 16.41560(N)    088 22 50.46080(W) AD(       ) B
 FE2746  ELLIP H (09/07/90)  128.60   (m)                       GP(       ) 4 1
 FE2746  NAVD 88 (02/01/05)  156.75   (m)          514.3    (f) LEVELING    3  
 FE2746  NAVD 88 (12/14/95)  156.75   (m)          514.3    (f) LEVELING    3  
 FE2746  NGVD 29 (??/??/??)  156.77   (m)          514.3    (f) N HEIGHT    3  
 FE2746
 FE2746.Superseded values are not recommended for survey control.
 FE2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2746.See file dsdata.txt to determine how the superseded data were derived.
 FE2746
 FE2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7501846513(NAD 83)
 FE2746_MARKER: I = METAL ROD
 FE2746_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2746_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2746_STAMPING: GPS 44 1987
 FE2746_MARK LOGO: NGS   
 FE2746_PROJECTION: FLUSH
 FE2746_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2746+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 FE2746_ROD/PIPE-DEPTH: 5.50 meters
 FE2746_SLEEVE-DEPTH  : 0.90 meters
 FE2746
 FE2746  HISTORY     - Date     Condition        Report By
 FE2746  HISTORY     - 1987     MONUMENTED       NGS
 FE2746  HISTORY     - 19890713 GOOD
 FE2746  HISTORY     - 19950621 GOOD             NGS
 FE2746  HISTORY     - 1999     GOOD             LOWE
 FE2746  HISTORY     - 20031010 GOOD             TNDT
 FE2746  HISTORY     - 20041016 GOOD             INDIV
 FE2746
 FE2746                          STATION DESCRIPTION
 FE2746
 FE2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2746'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHEAST OF LEXINGTON,
 FE2746'AT THE LEXINGTON/FRANKLIN WILKINS AIRPORT,
 FE2746'0.16 KM (0.1 MI) EAST OF THE AIRPORT OFFICE AT THE JUNCTION OF THE
 FE2746'TAXIWAY AND THE PAVED RUNWAY.
 FE2746'OWNERSHIP--AIRPORT MANAGER IS RONALD BOEN, OFFICE TELEPHONE
 FE2746'(901)968-3721/8641, HOME TELEPHONE (901)968-2251.  ASSISTANT
 FE2746'MANAGER IS NORMAN SMITH, HOME TELEPHONE (901)968-7759.  THE AIRPORT
 FE2746'IS LOCKED AT NIGHT.
 FE2746'
 FE2746'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 AND 22 IN
 FE2746'LEXINGTON GO EAST FOR 0.16 KM (0.1 MI) ON STATE ROUTE 22 TO THE
 FE2746'JUNCTION OF STATE ROUTE 114.
 FE2746'TURN LEFT AND GO NORTH FOR 1.13 KM (0.7 MI) ON STATE ROUTE 114 TO
 FE2746'THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.
 FE2746'TURN RIGHT AND GO SOUTH FOR 0.32 KM (0.2 MI) ON THE AIRPORT
 FE2746'ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION LOCATED 0.16
 FE2746'KM (0.1 MI) EAST OF THE AIRPORT OFFICE AT THE JUNCTION OF THE
 FE2746'TAXIWAY AND THE PAVED RUNWAY.
 FE2746'
 FE2746'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.5 METERS
 FE2746'(18 FT).  THE LOGO CAP IS STAMPED---GPS 44 1987---, AND A STEEL
 FE2746'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED ON LINE WITH THE
 FE2746'NORTHWEST EDGE OF THE TURF RUNWAY,
 FE2746'26.8 METERS (88 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 FE2746'RUNWAY AND 0.3 METERS (1 FT) BELOW SAME,
 FE2746'17.4 METERS (57 FT) SOUTH-SOUTHEAST FROM THE TAXIWAY CENTER,
 FE2746'42.7 METERS (140 FT) SOUTHEAST FROM A STROBE,
 FE2746'0.46 METERS (1.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 FE2746
 FE2746                          STATION RECOVERY (1989)
 FE2746
 FE2746'RECOVERED 1989
 FE2746'RECOVERED IN GOOD CONDITION.
 FE2746
 FE2746                          STATION RECOVERY (1995)
 FE2746
 FE2746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2746'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF LEXINGTON,
 FE2746'AT THE LEXINGTON/FRANKLIN WILKINS AIRPORT, 0.16 KM (0.10 MI) EAST OF
 FE2746'THE AIRPORT OFFICE, AT THE JUNCTION OF THE TAXIWAY AND A PAVED RUNWAY.
 FE2746'OWNERSHIP--CITY OF LEXINGTON, BILL BROWN, AIRPORT MANAGER, PHONE
 FE2746'901-968-8641 (AIRPORT), 968-5833 AND 967-0625 (HOME). ALTERNATE
 FE2746'CONTACT IS R.V. WOOD, PHONE 968-7730.  CONTACT AIRPORT PRIOR TO
 FE2746'OBSERVATIONS AS GATE IS LOCKED AT NIGHT.  TO REACH THE STATION FROM
 FE2746'THE JUNCTION OF U.S. HIGHWAY 412 AND STATE ROUTE 22 IN LEXINGTON, GO
 FE2746'EAST FOR 0.16 KM (0.10 MI) ON HIGHWAY 412 TO THE JUNCTION OF STATE
 FE2746'ROUTE 114.  TURN LEFT AND GO NORTH FOR 1.13 KM (0.70 MI) ON STATE
 FE2746'ROUTE 114 TO THE AIRPORT ENTRANCE DRIVE ON RIGHT. TURN RIGHT AND GO
 FE2746'SOUTH FOR 0.40 KM (0.25 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 FE2746'AIRPORT OFFICE ON LEFT, AT A CIRCULAR DRIVEWAY, AND A GATE BETWEEN
 FE2746'AIRPORT OFFICE AND THE AIRPORT BEACON TOWER.  PASS THROUGH GATE AND GO
 FE2746'SOUTHEAST, THEN EAST-SOUTHEAST FOR 0.08 KM (0.05 MI) ON A PAVED DRIVE
 FE2746'AND ACROSS APRON TO THE JUNCTION OF TAXIWAY.  TURN LEFT AND GO
 FE2746'NORTHEAST ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A FORK IN TAXIWAY.
 FE2746'FOLLOW THE RIGHT FORK AND CONTINUE NORTHEAST ON THE TAXIWAY FOR ABOUT
 FE2746'43 M (141.1 FT) TO THE JUNCTION OF PAVED RUNWAY AND THE STATION ON
 FE2746'RIGHT.  TOP OF ROD IS RECESSED 7 CM BELOW GROUND.  LOCATED ON LINE
 FE2746'WITH THE NORTHWEST EDGE OF THE TURF RUNWAY, 26.8 M (87.9 FT)
 FE2746'SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED RUNWAY AND 0.3 M (1.0 FT)
 FE2746'BELOW SAME, 17.4 M (57.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 FE2746'TAXIWAY, 42.7 M (140.1 FT) SOUTHEAST FROM A STROBE AND 0.46 M (1.51
 FE2746'FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS
 FE2746'EMBEDDED IN THE CONCRETE.
 FE2746
 FE2746                          STATION RECOVERY (1999)
 FE2746
 FE2746'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2746'RECOVERED 1999
 FE2746'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2746'AIRPORT CONTROL STATION.
 FE2746' 
 FE2746' 
 FE2746'
 FE2746
 FE2746                          STATION RECOVERY (2003)
 FE2746
 FE2746'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2746'RECOVERED AS DESCRIBED.
 FE2746
 FE2746                          STATION RECOVERY (2004)
 FE2746
 FE2746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (AJM)
 FE2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2778 ***********************************************************************
 FE2778  SACS        -  This is a Secondary Airport Control Station.
 FE2778  DESIGNATION -  GPS 44 AZ MK
 FE2778  PID         -  FE2778
 FE2778  STATE/COUNTY-  TN/HENDERSON
 FE2778  USGS QUAD   -  LEXINGTON (1992)
 FE2778
 FE2778                         *CURRENT SURVEY CONTROL
 FE2778  ___________________________________________________________________
 FE2778* NAD 83(1995)-  35 38 58.17979(N)    088 22 36.77222(W)     ADJUSTED  
 FE2778* NAVD 88     -       155.49   (meters)     510.1    (feet)  GPS OBS   
 FE2778  ___________________________________________________________________
 FE2778  X           -     146,974.496 (meters)                     COMP
 FE2778  Y           -  -5,186,783.246 (meters)                     COMP
 FE2778  Z           -   3,696,732.989 (meters)                     COMP
 FE2778  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FE2778  ELLIP HEIGHT-         127.32  (meters)          (08/03/04) GPS OBS
 FE2778  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2778
 FE2778  HORZ ORDER  -  FIRST
 FE2778  ELLP ORDER  -  FOURTH    CLASS I
 FE2778
 FE2778.This mark is at Franklin Wilkins Airport (M52)
 FE2778
 FE2778.The horizontal coordinates were established by GPS observations
 FE2778.and adjusted by the National Geodetic Survey in February 2001..
 FE2778
 FE2778.The orthometric height was determined by GPS observations and a
 FE2778.high-resolution geoid model.
 FE2778
 FE2778.GPS derived orthometric heights for airport stations designated as
 FE2778.PACS or SACS are published to 2 decimal places.  This maintains
 FE2778.centimeter relative accuracy between the PACS and SACS.  It does
 FE2778.not indicate centimeter accuracy relative to other marks which are
 FE2778.part of the NAVD 88 network.
 FE2778
 FE2778.Photographs are available for this station.
 FE2778
 FE2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2778
 FE2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2778
 FE2778.The ellipsoidal height was determined by GPS observations
 FE2778.and is referenced to NAD 83.
 FE2778
 FE2778.The geoid height was determined by GEOID03.
 FE2778
 FE2778;                    North         East     Units Scale Factor Converg.
 FE2778;SPC TN       -   148,640.404   384,778.476   MT  0.99995356   -1 23 29.5
 FE2778;SPC TN       -   487,664.39  1,262,394.05   sFT  0.99995356   -1 23 29.5
 FE2778;UTM  16      - 3,945,946.382   375,354.292   MT  0.99979145   -0 48 09.3
 FE2778
 FE2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2778!SPC TN       -   0.99998002  x   0.99995356  =   0.99993358
 FE2778!UTM  16      -   0.99998002  x   0.99979145  =   0.99977147
 FE2778
 FE2778:                Primary Azimuth Mark                     Grid Az
 FE2778:SPC TN       -  GPS 44                                   329 53 58.9
 FE2778:UTM  16      -  GPS 44                                   329 18 38.7
 FE2778
 FE2778|---------------------------------------------------------------------|
 FE2778| PID    Reference Object                     Distance      Geod. Az  |
 FE2778|                                                           dddmmss.s |
 FE2778| FE2746 GPS 44                              APPROX. 0.7 KM 3283029.4 |
 FE2778|---------------------------------------------------------------------|
 FE2778
 FE2778                          SUPERSEDED SURVEY CONTROL
 FE2778
 FE2778  ELLIP H (02/20/01)  127.36   (m)                       GP(       ) 2 1
 FE2778  NAD 83(1995)-  35 38 58.17997(N)    088 22 36.77201(W) AD(       ) 3
 FE2778  ELLIP H (04/12/99)  127.37   (m)                       GP(       ) 4 1
 FE2778  NAD 83(1995)-  35 38 58.18018(N)    088 22 36.77293(W) AD(       ) 3
 FE2778  NGVD 29 (09/17/90)  155.5    (m)          510.     (f) GPS OBS        
 FE2778
 FE2778.Superseded values are not recommended for survey control.
 FE2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2778.See file dsdata.txt to determine how the superseded data were derived.
 FE2778
 FE2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7535445946(NAD 83)
 FE2778_MARKER: I = METAL ROD
 FE2778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2778_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2778_STAMPING: GPS 44 AZ MK 1987
 FE2778_MARK LOGO: NGS   
 FE2778_PROJECTION: RECESSED 5 CENTIMETERS
 FE2778_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2778+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2778_ROD/PIPE-DEPTH: 6.40 meters
 FE2778_SLEEVE-DEPTH  : 0.90 meters
 FE2778
 FE2778  HISTORY     - Date     Condition        Report By
 FE2778  HISTORY     - 1987     MONUMENTED       NGS
 FE2778  HISTORY     - 19890710 GOOD
 FE2778  HISTORY     - 1999     GOOD             LOWE
 FE2778  HISTORY     - 20031010 GOOD             TNDT
 FE2778
 FE2778                          STATION DESCRIPTION
 FE2778
 FE2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2778'0.10 MILE EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 FE2778'HIGHWAY 22 IN LEXINGTON, TO THE JUNCTION OF STATE HIGHWAY 114,
 FE2778'THENCE 0.70 MILE NORTH ALONG STATE HIGHWAY 114 TO THE JUNCTION OF THE
 FE2778'AIRPORT ENTRANCE DRIVE, THENCE 0.20 MILE SOUTH ALONG AIRPORT ENTRANCE
 FE2778'DRIVE TO THE OFFICE BUILDING FOR THE RUNWAY, FOR THE FRANKLIN WILKINS
 FE2778'AIRPORT, THENCE 0.10 MILE EAST ALONG TAXIWAY TO THE JUNCTION OF THE
 FE2778'RUNWAY, THENCE 0.40 MILE SOUTHEAST ALONG RIGHT SIDE OF RUNWAY TO MARK,
 FE2778'ALSO ACROSS THE RUNWAY FROM A NATIONAL GUARD BUILDING, A 3-D MARK, A
 FE2778'STAINLESS STEEL ROD DRIVEN 21.0 FEET TO REFUSAL, 4 INCHES BELOW GROUND
 FE2778'ENCASED IN A 3 FOOT GREASED FILLED 1 INCHES PVC PIPE ENCASED IN A 5
 FE2778'INCH PVC PIPE WITH LOGO CAP AND ---STAMPED GPS 44 AZ MK 1987, 2 INCHES
 FE2778'BELOW GROUND, WITH A REBAR IN CONCRETE 43.8 FEET SOUTHWEST OF
 FE2778'SOUTHWEST EDGE OF RUNWAY, 33.0 FEET SOUTHWEST OF THE ELEVENTH WHITE
 FE2778'RUNLIGHT FROM THE JUNCTION OF TAXIWAY AND RUNWAY, AND 1.0 FOOT EAST
 FE2778'OF A FIBERGLASS WITNESS POST.
 FE2778
 FE2778                          STATION RECOVERY (1989)
 FE2778
 FE2778'RECOVERED 1989
 FE2778'RECOVERED IN GOOD CONDITION.
 FE2778
 FE2778                          STATION RECOVERY (1999)
 FE2778
 FE2778'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2778'RECOVERED 1999
 FE2778'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2778'SECONDARY AIRPORT CONTROL STATION.
 FE2778' 
 FE2778' 
 FE2778'
 FE2778
 FE2778                          STATION RECOVERY (2003)
 FE2778
 FE2778'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2778'THE AZIMUTH MARK IS LOCATED ABOUT 1.6 KM (1 MI) NORTHEAST OF
 FE2778'LEXINGTON, AT THE LEXINGTON/FRANKLIN WILKINS AIRPORT.
 FE2778'OWNERSHIP--AIRPORT MANAGER IS R V WOODS, OFFICE TELEPHONE (901)
 FE2778'968-3666/8641, HOME TELEPHONE (901) 968-7730.  ASSISTANT MANAGER IS
 FE2778'BILL MEALS, HOME TELEPHONE (901) 968-7759.  THE AIRPORT IS LOCKED AT
 FE2778'NIGHT.
 FE2778' 
 FE2778'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 412/STATE
 FE2778'ROUTE 20 AND STATE ROUTE 22 IN LEXINGTON GO EAST FOR 0.16 KM (0.1 MI)
 FE2778'ON US HIGHWAY 412/STATE ROUTE 20 TO THE JUNCTION OF STATE ROUTE 114.
 FE2778'TURN LEFT AND GO NORTH FOR 1.13 KM (0.7 MI) ON STATE ROUTE 114 TO THE
 FE2778'AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.32
 FE2778'KM (0.2 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE.  THEN
 FE2778'GO NORTHEAST ALONG THE TAXIWAY 0.16 KM (0.1 MI) TO THE JUNCTION OF THE
 FE2778'RUNWAY, TURN RIGHT AND GO 0.65 KM (0.4 MI) NORTHEAST ALONG THE
 FE2778'SOUTHWEST SIDE OF THE RUNWAY TO THE MARK ON THE RIGHT.
 FE2778' 
 FE2778'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6.4 M
 FE2778'(21 FT).  THE LOGO CAP IS STAMPED--GPS 44 AZ MK 1987--, AND A STEEL
 FE2778'REBAR IS EMBEDDED IN THE CONCRETE.  LOCATED ACROSS THE RUNWAY FROM A
 FE2778'NATIONAL GUARD BUILDING (VISIBLE ONLY IN THE FALL AND WINTER), 13.4 M
 FE2778'(43.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 10.1 M (33
 FE2778'FT) SOUTHWEST OF THE 12TH WHITE RUN LIGHT FROM THE JUNCTION OF TAXIWAY
 FE2778'AND RUNWAY 0.6 KM (0.4 MI) AND 0.3 M (1 FT) EAST OF A FIBERGLASS
 FE2778'WITNESS POST.
 FE2778' 
 FE2778'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2778'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2747 ***********************************************************************
 FE2747  CBN         -  This is a Cooperative Base Network Control Station.
 FE2747  DESIGNATION -  GPS 45
 FE2747  PID         -  FE2747
 FE2747  STATE/COUNTY-  TN/MADISON
 FE2747  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2747
 FE2747                         *CURRENT SURVEY CONTROL
 FE2747  ___________________________________________________________________
 FE2747* NAD 83(1995)-  35 34 11.15853(N)    088 48 37.73490(W)     ADJUSTED  
 FE2747* NAVD 88     -       120.44   (meters)     395.1    (feet)  N HEIGHT  
 FE2747  ___________________________________________________________________
 FE2747  X           -     107,824.663 (meters)                     COMP
 FE2747  Y           -  -5,192,868.082 (meters)                     COMP
 FE2747  Z           -   3,689,520.622 (meters)                     COMP
 FE2747  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2747  ELLIP HEIGHT-          92.22  (meters)          (08/03/04) GPS OBS
 FE2747  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2747  DYNAMIC HT  -         120.33  (meters)     394.8   (feet)  COMP
 FE2747  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 FE2747
 FE2747  HORZ ORDER  -  B
 FE2747  VERT ORDER  -  THIRD
 FE2747  ELLP ORDER  -  FOURTH    CLASS I
 FE2747
 FE2747.The horizontal coordinates were established by GPS observations
 FE2747.and adjusted by the National Geodetic Survey in December 1995..
 FE2747
 FE2747.The orthometric height was determined by differential leveling
 FE2747.and adjusted by the National Geodetic Survey in August 1996..
 FE2747.The height was determined by precise leveling from only one NSRS
 FE2747.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2747.allowed ONLY to validate the GPS-derived height.
 FE2747
 FE2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2747
 FE2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2747
 FE2747.The ellipsoidal height was determined by GPS observations
 FE2747.and is referenced to NAD 83.
 FE2747
 FE2747.The geoid height was determined by GEOID03.
 FE2747
 FE2747.The dynamic height is computed by dividing the NAVD 88
 FE2747.geopotential number by the normal gravity value computed on the
 FE2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2747.degrees latitude (g = 980.6199 gals.).
 FE2747
 FE2747.The modeled gravity was interpolated from observed gravity values.
 FE2747
 FE2747;                    North         East     Units Scale Factor Converg.
 FE2747;SPC TN       -   140,838.947   345,272.828   MT  0.99995898   -1 38 43.3
 FE2747;SPC TN       -   462,069.11  1,132,782.60   sFT  0.99995898   -1 38 43.3
 FE2747;UTM  16      - 3,937,739.078   335,934.980   MT  0.99993171   -1 03 12.2
 FE2747
 FE2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2747!SPC TN       -   0.99998553  x   0.99995898  =   0.99994451
 FE2747!UTM  16      -   0.99998553  x   0.99993171  =   0.99991724
 FE2747
 FE2747                          SUPERSEDED SURVEY CONTROL
 FE2747
 FE2747  ELLIP H (12/14/95)   92.26   (m)                       GP(       ) 1 2
 FE2747  NAD 83(1995)-  35 34 11.15827(N)    088 48 37.73514(W) AD(       ) B
 FE2747  ELLIP H (09/07/90)   92.26   (m)                       GP(       ) 4 1
 FE2747  NAVD 88 (12/14/95)  120.44   (m)          395.1    (f) LEVELING    3  
 FE2747  NGVD 29 (??/??/??)  120.47   (m)          395.2    (f) N HEIGHT    3  
 FE2747
 FE2747.Superseded values are not recommended for survey control.
 FE2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2747.See file dsdata.txt to determine how the superseded data were derived.
 FE2747
 FE2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3593537739(NAD 83)
 FE2747_MARKER: I = METAL ROD
 FE2747_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2747_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2747_STAMPING: GPS 45 1987
 FE2747_MARK LOGO: NGS   
 FE2747_PROJECTION: FLUSH
 FE2747_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2747+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2747_ROD/PIPE-DEPTH: 25.9 meters
 FE2747_SLEEVE-DEPTH  : 0.90 meters
 FE2747
 FE2747  HISTORY     - Date     Condition        Report By
 FE2747  HISTORY     - 1987     MONUMENTED       NGS
 FE2747  HISTORY     - 19930427 GOOD             NOS
 FE2747  HISTORY     - 19950622 GOOD             NGS
 FE2747  HISTORY     - 20031010 GOOD             TNDT
 FE2747
 FE2747                          STATION DESCRIPTION
 FE2747
 FE2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2747'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF JACKSON, ON THE
 FE2747'PROPERTY OF THE SOUTH SIDE HIGH SCHOOL JUST SOUTH OF THE STADIUM.
 FE2747'OWNERSHIP--STATION IS ON SCHOOL PROPERTY AND IS ACCESSIBLE AT ALL
 FE2747'TIMES WITH NO PRIOR ARRANGEMENTS NEEDED.
 FE2747'
 FE2747'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON GO
 FE2747'SOUTH FOR 5.2 KM (3.2 MI) ON U.S. HIGHWAY 45 TO THE JUNCTION OF
 FE2747'HARTS BRIDGE ROAD.
 FE2747'TURN LEFT AND GO EAST FOR 0.32 KM (0.2 MI) ON HARTS BRIDGE ROAD TO
 FE2747'THE STATION ON THE LEFT.
 FE2747'
 FE2747'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 25.9
 FE2747'METERS (85 FT).  THE LOGO CAP IS STAMPED---GPS 45 1987---, AND A
 FE2747'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2747'67.21 METERS (220.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 FE2747'GRANDSTAND,
 FE2747'73.2 METERS (240 FT) EAST FROM THE JUNCTION OF A HIGH VOLTAGE POWER
 FE2747'LINE AND THE ROAD,
 FE2747'9.8 METERS (32 FT) NORTH FROM THE ROAD CENTER AND 0.6 METERS (2 FT)
 FE2747'BELOW SAME,
 FE2747'19.66 METERS (64.5 FT) EAST FROM A UTILITY POLE NUMBERED 88,
 FE2747'1.07 METERS (3.5 FT) WEST FROM A FIBERGLASS WITNESS POST AT A 1.8
 FE2747'METERS (6 FT) WIRE MESH FENCE.
 FE2747
 FE2747                          STATION RECOVERY (1993)
 FE2747
 FE2747'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2747'RECOVERED AS DESCRIBED.
 FE2747
 FE2747                          STATION RECOVERY (1995)
 FE2747
 FE2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2747'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF JACKSON, ON THE
 FE2747'PROPERTY OF THE SOUTH SIDE HIGH SCHOOL, JUST SOUTH OF THE STADIUM.
 FE2747'OWNERSHIP--CITY OF JACKSON/MADISON COUNTY BOARD OF EDUCATION, 310
 FE2747'NORTH PARKWAY, JACKSON TN.  CONTACT JIMMY ARNOLD, SCHOOL PRINCIPAL,
 FE2747'PRIOR TO OBSERVATIONS, PHONE 901-422-9923 (SCHOOL), 427-9006 (HOME).
 FE2747'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN JACKSON, GO
 FE2747'SOUTH FOR 5.2 KM (3.25 MI) ON U.S. HIGHWAY 45, STATE ROUTE 5 TO THE
 FE2747'JUNCTION OF HARTS BRIDGE ROAD.  TURN LEFT AND GO EAST FOR 0.25 MI
 FE2747'(0.40 KM) ON HARTS BRIDGE ROAD TO THE STATION ON LEFT. TOP OF ROD IS
 FE2747'RECESSED 12 CM BELOW GROUND.  LOCATED 67.21 M (220.50 FT) SOUTHEAST
 FE2747'FROM THE SOUTHEAST CORNER OF THE GRANDSTAND, 73.2 M (240.2 FT) EAST
 FE2747'FROM THE JUNCTION OF A HIGH VOLTAGE POWERLINE AND THE ROAD, 9.8 M
 FE2747'(32.2 FT) NORTH FROM THE ROAD CENTER AND 0.6 M (2.0 FT) BELOW SAME,
 FE2747'19.66 M (64.50 FT) EAST FROM UTILITY POLE NUMBER 88, 1.07 M (3.51 FT)
 FE2747'WEST FROM A FIBERGLASS WITNESS POST AT A 1.8 M (5.9 FT) WIRE MESH
 FE2747'FENCE AND 1.65 M (5.41 FT) NORTHWEST FROM A CORNER FENCE POST.  A
 FE2747'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2747
 FE2747                          STATION RECOVERY (2003)
 FE2747
 FE2747'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2748 ***********************************************************************
 FE2748  CBN         -  This is a Cooperative Base Network Control Station.
 FE2748  DESIGNATION -  GPS 46
 FE2748  PID         -  FE2748
 FE2748  STATE/COUNTY-  TN/HAYWOOD
 FE2748  USGS QUAD   -  SUNNYHILL (1983)
 FE2748
 FE2748                         *CURRENT SURVEY CONTROL
 FE2748  ___________________________________________________________________
 FE2748* NAD 83(1995)-  35 32 25.93758(N)    089 14 21.79851(W)     ADJUSTED  
 FE2748* NAVD 88     -       116.33   (meters)     381.7    (feet)  N HEIGHT  
 FE2748  ___________________________________________________________________
 FE2748  X           -      68,974.061 (meters)                     COMP
 FE2748  Y           -  -5,195,412.248 (meters)                     COMP
 FE2748  Z           -   3,686,880.156 (meters)                     COMP
 FE2748  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE2748  ELLIP HEIGHT-          88.49  (meters)          (08/03/04) GPS OBS
 FE2748  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2748  DYNAMIC HT  -         116.22  (meters)     381.3   (feet)  COMP
 FE2748  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE2748
 FE2748  HORZ ORDER  -  B
 FE2748  VERT ORDER  -  THIRD
 FE2748  ELLP ORDER  -  FOURTH    CLASS I
 FE2748
 FE2748.The horizontal coordinates were established by GPS observations
 FE2748.and adjusted by the National Geodetic Survey in December 1995..
 FE2748
 FE2748.The orthometric height was determined by differential leveling
 FE2748.and adjusted by the National Geodetic Survey in August 1996..
 FE2748.The height was determined by precise leveling from only one NSRS
 FE2748.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2748.allowed ONLY to validate the GPS-derived height.
 FE2748
 FE2748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2748
 FE2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2748
 FE2748.The ellipsoidal height was determined by GPS observations
 FE2748.and is referenced to NAD 83.
 FE2748
 FE2748.The geoid height was determined by GEOID03.
 FE2748
 FE2748.The dynamic height is computed by dividing the NAVD 88
 FE2748.geopotential number by the normal gravity value computed on the
 FE2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2748.degrees latitude (g = 980.6199 gals.).
 FE2748
 FE2748.The modeled gravity was interpolated from observed gravity values.
 FE2748
 FE2748;                    North         East     Units Scale Factor Converg.
 FE2748;SPC TN       -   138,799.476   306,304.956   MT  0.99996145   -1 53 47.3
 FE2748;SPC TN       -   455,377.95  1,004,935.51   sFT  0.99996145   -1 53 47.3
 FE2748;UTM  16      - 3,935,296.191   296,988.108   MT  1.00010791   -1 18 07.8
 FE2748
 FE2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2748!SPC TN       -   0.99998611  x   0.99996145  =   0.99994756
 FE2748!UTM  16      -   0.99998611  x   1.00010791  =   1.00009402
 FE2748
 FE2748                          SUPERSEDED SURVEY CONTROL
 FE2748
 FE2748  ELLIP H (12/14/95)   88.51   (m)                       GP(       ) 1 2
 FE2748  NAD 83(1995)-  35 32 25.93720(N)    089 14 21.79833(W) AD(       ) B
 FE2748  ELLIP H (09/07/90)   88.53   (m)                       GP(       ) 4 1
 FE2748  NAVD 88 (12/14/95)  116.33   (m)          381.7    (f) LEVELING    3  
 FE2748  NGVD 29 (??/??/??)  116.33   (m)          381.7    (f) N HEIGHT    3  
 FE2748
 FE2748.Superseded values are not recommended for survey control.
 FE2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2748.See file dsdata.txt to determine how the superseded data were derived.
 FE2748
 FE2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9698835296(NAD 83)
 FE2748_MARKER: I = METAL ROD
 FE2748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2748_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2748_STAMPING: GPS 46 1987
 FE2748_MARK LOGO: NGS   
 FE2748_PROJECTION: FLUSH
 FE2748_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2748+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2748_ROD/PIPE-DEPTH: 7.30 meters
 FE2748_SLEEVE-DEPTH  : 0.90 meters
 FE2748
 FE2748  HISTORY     - Date     Condition        Report By
 FE2748  HISTORY     - 1987     MONUMENTED       NGS
 FE2748  HISTORY     - 19890626 GOOD
 FE2748  HISTORY     - 19930427 GOOD             NOS
 FE2748  HISTORY     - 19950620 GOOD             NGS
 FE2748  HISTORY     - 20031010 GOOD             TNDT
 FE2748
 FE2748                          STATION DESCRIPTION
 FE2748
 FE2748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2748'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTH-SOUTHEAST OF
 FE2748'BROWNSVILLE ON THE NORTH RIGHT-OF-WAY OF INTERSTATE 40,
 FE2748'0.8 KM (0.5 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 40 AND
 FE2748'STATE ROUTE 76 (EXIT 56).
 FE2748'OWNERSHIP--FEDERAL RIGHT-OF-WAY.
 FE2748'
 FE2748'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FE2748'ROUTE 76 (EXIT 56) ABOUT 6.4 KM (4 MI) SOUTH-SOUTHEAST OF
 FE2748'BROWNSVILLE GO EAST FOR 0.8 KM (0.5 MI) ON INTERSTATE 40 TO THE
 FE2748'STATION ON THE LEFT.
 FE2748'
 FE2748'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.3 METERS
 FE2748'(24 FT).  THE LOGO CAP IS STAMPED---GPS 46 1987---, AND A STEEL
 FE2748'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2748'40.2 METERS (132 FT) NORTHEAST FROM A MILE MARKER NUMBERED 57,
 FE2748'15.70 METERS (51.5 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE
 FE2748'CONCRETE PAVEMENT AND 0.9 METERS (3 FT) ABOVE SAME,
 FE2748'10.52 METERS (34.5 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS
 FE2748'POST AT THE NORTH RIGHT-OF-WAY FENCE.
 FE2748
 FE2748                          STATION RECOVERY (1989)
 FE2748
 FE2748'RECOVERED 1989
 FE2748'RECOVERED IN GOOD CONDITION.
 FE2748
 FE2748                          STATION RECOVERY (1993)
 FE2748
 FE2748'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2748'RECOVERED AS DESCRIBED.
 FE2748
 FE2748                          STATION RECOVERY (1995)
 FE2748
 FE2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2748'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHEAST OF
 FE2748'BROWNSVILLE, ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, 0.8
 FE2748'KM (0.50 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 40
 FE2748'AND STATE ROUTE 76 (EXIT 56).  OWNERSHIP--FEDERAL RIGHT-OF-WAY.  TO
 FE2748'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 FE2748'ROUTE 19 (EXIT 60), ABOUT 8.1 KM (5.05 MI) SOUTHEAST OF BROWNSVILLE,
 FE2748'GO WEST FOR 5.0 KM (3.10 MI) ON INTERSTATE HIGHWAY 40 TO THE STATION
 FE2748'ON THE RIGHT.  LOCATED 39.8 M (130.6 FT) NORTHEAST FROM A MILE MARKER
 FE2748'NUMBER 57, 15.7 M (51.5 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE
 FE2748'CONCRETE PAVEMENT, 10.2 M (33.5 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS
 FE2748'WITNESS POST AT THE NORTH RIGHT-OF-WAY FENCE AND 0.9 METERS (3.0 FT)
 FE2748'ABOVE THE HIGHWAY.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2748
 FE2748                          STATION RECOVERY (2003)
 FE2748
 FE2748'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2749 ***********************************************************************
 FE2749  FBN         -  This is a Federal Base Network Control Station.
 FE2749  PACS        -  This is a Primary Airport Control Station.
 FE2749  DESIGNATION -  GPS 47
 FE2749  PID         -  FE2749
 FE2749  STATE/COUNTY-  TN/TIPTON
 FE2749  USGS QUAD   -  GIFT (1983)
 FE2749
 FE2749                         *CURRENT SURVEY CONTROL
 FE2749  ___________________________________________________________________
 FE2749* NAD 83(1995)-  35 35 23.72751(N)    089 35 07.90381(W)     ADJUSTED  
 FE2749* NAVD 88     -        82.26   (meters)     269.9    (feet)  N HEIGHT  
 FE2749  ___________________________________________________________________
 FE2749  X           -      37,562.755 (meters)                     COMP
 FE2749  Y           -  -5,192,519.893 (meters)                     COMP
 FE2749  Z           -   3,691,317.965 (meters)                     COMP
 FE2749  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FE2749  ELLIP HEIGHT-          54.95  (meters)          (08/03/04) GPS OBS
 FE2749  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2749  DYNAMIC HT  -          82.19  (meters)     269.7   (feet)  COMP
 FE2749  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE2749
 FE2749  HORZ ORDER  -  A
 FE2749  VERT ORDER  -  THIRD
 FE2749  ELLP ORDER  -  FOURTH    CLASS I
 FE2749
 FE2749.This mark is at Covington Airport (M04)
 FE2749
 FE2749.The horizontal coordinates were established by GPS observations
 FE2749.and adjusted by the National Geodetic Survey in July 1992..
 FE2749
 FE2749.The orthometric height was determined by differential leveling
 FE2749.and adjusted by the National Geodetic Survey in August 1996..
 FE2749.The height was determined by precise leveling from only one NSRS
 FE2749.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2749.allowed ONLY to validate the GPS-derived height.
 FE2749
 FE2749.Photographs are available for this station.
 FE2749
 FE2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2749
 FE2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2749
 FE2749.The ellipsoidal height was determined by GPS observations
 FE2749.and is referenced to NAD 83.
 FE2749
 FE2749.The geoid height was determined by GEOID03.
 FE2749
 FE2749.The dynamic height is computed by dividing the NAVD 88
 FE2749.geopotential number by the normal gravity value computed on the
 FE2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2749.degrees latitude (g = 980.6199 gals.).
 FE2749
 FE2749.The modeled gravity was interpolated from observed gravity values.
 FE2749
 FE2749;                    North         East     Units Scale Factor Converg.
 FE2749;SPC TN       -   145,369.229   275,136.637   MT  0.99995743   -2 05 56.8
 FE2749;SPC TN       -   476,932.21    902,677.45   sFT  0.99995743   -2 05 56.8
 FE2749;UTM  16      - 3,941,543.881   265,746.143   MT  1.00027627   -1 30 19.5
 FE2749
 FE2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2749!SPC TN       -   0.99999138  x   0.99995743  =   0.99994881
 FE2749!UTM  16      -   0.99999138  x   1.00027627  =   1.00026764
 FE2749
 FE2749:                Primary Azimuth Mark                     Grid Az
 FE2749:SPC TN       -  GPS 47 AZ MK                             191 57 59.5
 FE2749:UTM  16      -  GPS 47 AZ MK                             191 22 22.2
 FE2749
 FE2749|---------------------------------------------------------------------|
 FE2749| PID    Reference Object                     Distance      Geod. Az  |
 FE2749|                                                           dddmmss.s |
 FE2749| FE2779 GPS 47 AZ MK                        APPROX. 0.6 KM 1895202.7 |
 FE2749|---------------------------------------------------------------------|
 FE2749
 FE2749                          SUPERSEDED SURVEY CONTROL
 FE2749
 FE2749  NAD 83(1995)-  35 35 23.72751(N)    089 35 07.90381(W) AD(       ) A
 FE2749  NAVD 88 (09/07/94)   82.26   (m)          269.9    (f) LEVELING    3  
 FE2749  NGVD 29 (??/??/??)   82.22   (m)          269.8    (f) N HEIGHT    3  
 FE2749
 FE2749.Superseded values are not recommended for survey control.
 FE2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2749.See file dsdata.txt to determine how the superseded data were derived.
 FE2749
 FE2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6574641544(NAD 83)
 FE2749_MARKER: I = METAL ROD
 FE2749_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2749_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2749_STAMPING: GPS 47 1987
 FE2749_MARK LOGO: NGS   
 FE2749_PROJECTION: FLUSH
 FE2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2749+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2749_ROD/PIPE-DEPTH: 18.0 meters
 FE2749_SLEEVE-DEPTH  : 0.90 meters
 FE2749
 FE2749  HISTORY     - Date     Condition        Report By
 FE2749  HISTORY     - 1987     MONUMENTED       NGS
 FE2749  HISTORY     - 1987     GOOD             NGS
 FE2749  HISTORY     - 1987     GOOD             NGS
 FE2749  HISTORY     - 19890626 GOOD
 FE2749  HISTORY     - 19900322 GOOD             NGS
 FE2749  HISTORY     - 19910102 GOOD             NGS
 FE2749  HISTORY     - 19910312 GOOD             NGS
 FE2749  HISTORY     - 19931012 GOOD             NGS
 FE2749  HISTORY     - 19940314 GOOD
 FE2749  HISTORY     - 19950216 GOOD             NGS
 FE2749  HISTORY     - 19950620 GOOD             NGS
 FE2749  HISTORY     - 19970220 GOOD             NGS
 FE2749  HISTORY     - 1999     GOOD             LOWE
 FE2749  HISTORY     - 20000819 GOOD             LOCENG
 FE2749  HISTORY     - 20010326 GOOD             INDIV
 FE2749  HISTORY     - 20031010 GOOD             TNDT
 FE2749
 FE2749                          STATION DESCRIPTION
 FE2749
 FE2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF COVINGTON,
 FE2749'ON THE COVINGTON MUNICIPAL AIRPORT 106.7 METERS (350 FT) WEST OF
 FE2749'THE AIRPORT OFFICE AND AT THE NORTH END OF THE RUNWAY.
 FE2749'OWNERSHIP--AIRPORT MANAGER IS DAVE PEELER OR HOWARD FREEMAN,
 FE2749'TELEPHONE (901)476-1392.  THE AIRPORT IS LOCKED AFTER DARK.
 FE2749'
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'ROUTE 59 AT COVINGTON GO NORTH FOR 1.77 KM (1.1 MI) ON U.S. HIGHWAY
 FE2749'51 TO THE JUNCTION OF STATE ROUTE 384.
 FE2749'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.25 KM (1.4 MI) ON U.S.
 FE2749'HIGHWAY 51 TO THE JUNCTION OF COUNTY ROAD 8391.
 FE2749'TURN RIGHT AND GO EAST FOR 4.51 KM (2.8 MI) ON COUNTY ROAD 8391 TO
 FE2749'THE AIRPORT.
 FE2749'TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON THE AIRPORT
 FE2749'PROPERTY TO THE AIRPORT OFFICE AND THE STATION.
 FE2749'
 FE2749'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 18.0
 FE2749'METERS (59 FT).  THE LOGO CAP IS STAMPED---GPS 47 1987---, AND A
 FE2749'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2749'37.2 METERS (122 FT) EAST FROM THE RUNWAY CENTER AND 0.6 METERS (2
 FE2749'FT) BELOW SAME,
 FE2749'24.1 METERS (79 FT) WEST FROM THE TAXIWAY CENTER,
 FE2749'14.0 METERS (46 FT) SOUTH FROM THE CENTER OF THE TAXIWAY CROSSOVER,
 FE2749'29.3 METERS (96 FT) SOUTH FROM A STROBE,
 FE2749'1.74 METERS (5.7 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST SET AT
 FE2749'THE WEST END OF A CULVERT HEADWALL.
 FE2749
 FE2749                          STATION RECOVERY (1987)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 FE2749'THE STATION IS LOCATED ABOUT 3 MI NE OF COVINGTON, ON
 FE2749'THE COVINGTON MUNICIPAL AIRPORT, 350 FT W OF TH AIRPORT
 FE2749'OFFICE AND AT THE NORTH END OF THE RUNWAY.  OWNERSHIP,
 FE2749'CITY OF COVINGTON, AIRPORT MANAGER DAVE PEELER
 FE2749'(901) 476-1392 OR HOWARD FREEMAN.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FE2749'51 AND STATE ROUTE 59 AT COVINGTON GO NORTH 1.76 KM
 FE2749'(1.1 MI) ON HIGHWAY 51 TO THE JUNCTION WITH STATE
 FE2749'ROUTE 384.  CONTINUE NORTH ON HIGHWAY 51 FOR 2.24 KM
 FE2749'(1.4 MI) THEN TURN RIGHT (EAST) AND GO 4.48 KM
 FE2749'(2.8 MI) ON COUNTY ROAD 8391, THEN RIGHT (SOUTH)
 FE2749'0/16 KM (0.1 MI) TO THE AIRPORT OFFICE.  PROCEED
 FE2749'WESTERLY THRU THE GATE AND ACROSS THE APRON FOR 350 FT
 FE2749'TO THE STATION ON THE LEFT.
 FE2749'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN
 FE2749'59 FT. THE LOGO CAP IS STAMPED--- GPS 47 1987 ---
 FE2749'AND A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2749'LOCATED 37.2 METERS (122.0 FT) EAST OF THE RUNWAY
 FE2749'CENTER AND 2 FT. BELOW SAME, 29.3 METERS (96.0 FT)
 FE2749'SOUTGH OF A STROBE LIGHT, 24.1 METERS (79.0 FT) WEST
 FE2749'OF THE TAXIWAY CENTER, 14.0 METERS (46.0 FT) SOUTH OF
 FE2749'THE CENTER OF THE TAXIWAY CROSSOVER, 1.7 METERS (5.7 FT)
 FE2749'NORTHWEST OF A FIBERGLASS WITNESS POST SET AT THE WEST
 FE2749'END OF CULVERT HEADWALL.
 FE2749
 FE2749                          STATION RECOVERY (1987)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1989)
 FE2749
 FE2749'RECOVERED 1989
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1990)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1991)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF COVINGTON,
 FE2749'AT THE COVINGTON MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF THE
 FE2749'TAXIWAY LEADING TO THE END OF RUNWAY 19.  OWNERSHIP--CITY OF
 FE2749'COVINGTON, C/O JERRY HADDLEY, CITY HALL, COVINGTON, TN 38019, PHONE
 FE2749'901-476-9613, AIRPORT MANAGER IS DAVE PEELER OR HOWARD FREEMAN, PHONE
 FE2749'901-476-1392.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 384,
 FE2749'ON THE NORTH SIDE OF COVINGTON, GO NORTH ON STATE HIGHWAY 51 FOR 2.25
 FE2749'KM (1.40 MI) TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN
 FE2749'RIGHT, EAST, ON THE PAVED ROAD FOR 4.51 KM (2.80 MI) TO THE AIRPORT
 FE2749'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD
 FE2749'FOR 0.16 KM (0.10 MI) TO THE AIRPORT BEACON AND PARKING LOT ON THE
 FE2749'RIGHT, TURN RIGHT, WEST, THRU THE PARKING LOT TO A GATE, PASS THRU
 FE2749'THE GATE AND ONTO THE APRON, CONTINUE AHEAD ACROSS THE APRON TO THE
 FE2749'JUNCTION OF THE TAXIWAYS, CONTINUE AHEAD ON THE TAXIWAY LEADING TO
 FE2749'THE END OF RUNWAY 19 FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON
 FE2749'THE LEFT.
 FE2749'THE STATION IS LOCATED 24.1 M (79.1 FT) WEST OF THE CENTER OF THE
 FE2749'TAXIWAY LEADING NORTH AND SOUTH ALONG THE RUNWAY, 14.0 M (45.9 FT)
 FE2749'SOUTH OF THE CENTER OF THE TAXIWAY LEADING TO THE END OF RUNWAY 19,
 FE2749'1.7 M (5.6 FT) NORTH OF A FIBERGLASS WITNESS POST AND 1.3 M (4.3 FT)
 FE2749'NORTH OF THE WEST END OF THE HEADWALL OF A CONCRETE CULVERT.
 FE2749
 FE2749                          STATION RECOVERY (1991)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF COVINGTON
 FE2749'AND AT THE COVINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 FE2749'COVINGTON, ATTENTION JERRY HADLEY, P.O. BOX 768, COVINGTON, TN 38019,
 FE2749'PHONE IS 901-476-9613.  THE AIRPORT MANAGER IS DAVE PEELER, 169
 FE2749'AIRPORT PARKWAY DRIVE, COVINGTON, TN 38019, PHONE IS 901-476-1392.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'HIGHWAYS 54 AND 59 IN COVINGTON, GO NORTH ON U.S. HIGHWAY 51 FOR 1.29
 FE2749'KM (0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 384.  CONTINUE NORTH ON
 FE2749'U.S. HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD ON THE RIGHT.
 FE2749'TURN RIGHT AND GO EAST AND SOUTH ON COUNTY ROAD 8391 FOR 0.64 KM
 FE2749'(0.40 MI) TO A FORK.  TAKE LEFT FORK AND CONTINUE AHEAD, EAST, FOR
 FE2749'3.54 KM (2.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FE2749'SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A BRICK
 FE2749'TERMINAL BUILDING AND A PAVED ROAD LEFT.  TURN LEFT AND GO WEST,
 FE2749'PASSING THE BRICK TERMINAL BUILDING ON THE RIGHT, FOR ABOUT 50 M
 FE2749'(164.0 FT) TO THE EAST EDGE OF A MACADAM APRON.  BEAR RIGHT AND GO
 FE2749'NORTHWEST ACROSS APRON FOR 0.24 KM (0.15 MI) TO THE WEST EDGE OF THE
 FE2749'APRON AND A PAVED TAXIWAY.  TURN LEFT AND GO WEST FOR ABOUT 100 M
 FE2749'(328.1 FT) ON THE TAXIWAY TO THE STATION ON THE LEFT, JUST NORTH OF A
 FE2749'CONCRETE HEADWALL.
 FE2749'THE STATION IS LOCATED 29.3 M (96.1 FT) SOUTH FROM A STROBE LIGHT,
 FE2749'24.1 M (79.1 FT) WEST FROM THE CENTERLINE OF A TAXIWAY, 14.0 M
 FE2749'(45.9 FT) SOUTH FROM THE CENTER OF A TAXIWAY AND 1.4 M (4.6 FT) NORTH
 FE2749'FROM THE NORTHWEST CORNER OF THE HEADWALL OF A CONCRETE CULVERT.
 FE2749'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FE2749'DESCRIBED BY E.J. HANSMANN
 FE2749
 FE2749                          STATION RECOVERY (1993)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF COVINGTON
 FE2749'AND AT THE COVINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 FE2749'COVINGTON, ATTENTION JERRY HADLEY, P.O. BOX 768, COVINGTON, TN 38019,
 FE2749'PHONE IS 901-476-9613.  THE AIRPORT MANAGER IS DAVE PEELER, 169
 FE2749'AIRPORT PARKWAY DRIVE, COVINGTON, TN 38019, PHONE IS 901-476-1392.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'HIGHWAYS 54 AND 59 IN COVINGTON, GO NORTH ON HIGHWAY 51 FOR 1.29 KM
 FE2749'(0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 384.  CONTINUE NORTH ON
 FE2749'HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FE2749'RIGHT AND GO EAST AND SOUTH ON COUNTY ROAD 8391 (ANTIOCH ROAD) FOR
 FE2749'0.96 KM (0.60 MI) TO A FORK.  TAKE LEFT FORK AND CONTINUE AHEAD,
 FE2749'EAST, FOR 3.54 KM (2.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 FE2749'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A
 FE2749'BRICK TERMINAL BUILDING AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 FE2749'WEST, PASSING THE BRICK TERMINAL BUILDING ON THE LEFT, FOR ABOUT 50 M
 FE2749'(164.0 FT) PASSING THROUGH GATE OF A SECURITY FENCE TO THE EAST EDGE
 FE2749'OF A MACADAM APRON. BEAR RIGHT AND GO NORTHWEST ACROSS APRON FOR 0.24
 FE2749'KM (0.15 MI) TO THE WEST EDGE OF THE APRON AND A PAVED TAXIWAY.  TURN
 FE2749'LEFT AND GO WEST FOR ABOUT 100 M (328.1 FT) ON THE TAXIWAY TO THE
 FE2749'STATION ON THE LEFT, JUST NORTH OF A CONCRETE HEADWALL.
 FE2749'THE STATION IS LOCATED 29.3 M (96.1 FT) SOUTH FROM A STROBE LIGHT,
 FE2749'24.1 M (79.1 FT) WEST FROM THE CENTERLINE OF A TAXIWAY, 14.0 M
 FE2749'(45.9 FT) SOUTH FROM THE CENTER OF A TAXIWAY AND 1.4 M (4.6 FT) NORTH
 FE2749'FROM A WITNESS POST AT THE NORTHWEST CORNER OF THE HEADWALL OF A
 FE2749'CONCRETE CULVERT. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FE2749'LOGO CAP.
 FE2749
 FE2749                          STATION RECOVERY (1994)
 FE2749
 FE2749'RECOVERED 1994
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1995)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FE2749'RECOVERED AS DESCRIBED.
 FE2749
 FE2749                          STATION RECOVERY (1995)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2749'RECOVERED AS DESCRIBED.
 FE2749
 FE2749                          STATION RECOVERY (1997)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FE2749'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF COVINGTON, AT
 FE2749'THE COVINGTON MUNICIPAL AIRPORT, BETWEEN THE RUNWAY AND PARALLEL
 FE2749'TAXIWAY, AND ALONG THE SOUTH SIDE OF THE CONNECTOR TAXIWAY TO THE
 FE2749'NORTH END OF THE RUNWAY.  OWNERSHIP--CITY OF COVINGTON, ATTENTION
 FE2749'JERRY HADLEY, PO BOX 768, COVINGTON TN 38019.  AIRPORT MANAGER IS DAVE
 FE2749'PEELER, 169 AIRPORT PARKWAY DRIVE, COVINGTON TN 38019, PHONE
 FE2749'901-476-1392.  CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE.  TO
 FE2749'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'HIGHWAYS 54 AND 59 IN COVINGTON, GO NORTH ON HIGHWAY 51 FOR 1.29 KM
 FE2749'(0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 384.  CONTINUE NORTH ON
 FE2749'HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD RIGHT JUST BEFORE
 FE2749'REACHING A GRAIN ELEVATOR ON THE RIGHT.  TURN RIGHT, EAST ON COUNTY
 FE2749'ROAD 8391 (ANTIOCH ROAD) FOR 0.82 KM (0.50 MI) TO A FORK.  TURN RIGHT,
 FE2749'SOUTH ON ANTIOCH ROAD FOR 0.14 KM (0.10 MI) TO A FORK.  TURN LEFT,
 FE2749'EAST ON ANTIOCH ROAD FOR 3.38 KM (2.10 MI) TO THE PAVED AIRPORT
 FE2749'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH ON THE ROAD FOR 0.32 KM
 FE2749'(0.20 MI) TO THE BRICK TERMINAL BUILDING AND A PAVED ROAD RIGHT. TURN
 FE2749'RIGHT, WEST ON THE ROAD, PASSING THE NORTH SIDE OF THE BUILDING FOR
 FE2749'ABOUT 50 M (164.0 FT) TO A GATE AT THE APRON.  PASS THROUGH THE GATE,
 FE2749'THEN BEAR RIGHT, NORTHWEST ACROSS THE APRON FOR 0.24 KM (0.15 MI) TO
 FE2749'THE WEST EDGE OF THE APRON AND THE JUNCTION OF A TAXIWAY.  TURN LEFT,
 FE2749'WEST, ALONG THE TAXIWAY FOR ABOUT 100 M (328.1 FT) TO THE STATION ON
 FE2749'THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF A
 FE2749'STAINLESS STEEL ROD IN A 2.5 CM GREASE-FILLED SLEEVE 90 CM LONG
 FE2749'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 FE2749'SET FLUSH WITH THE GROUND.  IT IS 37.5 M (123.0 FT) EAST OF THE RUNWAY
 FE2749'CENTER, 29.2 M (95.8 FT) SOUTH OF AND ACROSS THE CONNECTOR TAXIWAY
 FE2749'FROM THE REIL, 23.6 M (77.4 FT) WEST OF THE CENTER OF THE PARALLEL
 FE2749'TAXIWAY, 20.4 M (66.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2749'PAPI, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE CONNECTOR TAXIWAY,
 FE2749'5.6 M (18.4 FT) WEST OF THE SOUTH LEG OF A WELCOME SIGN TO THE AIRPORT
 FE2749'AND 1.6 M (5.2 FT) NORTH OF A FIBERGLASS WITNESS POST AT THE WEST END
 FE2749'OF A CONCRETE CULVERT HEADWALL. NOTE--THE SLEEVE DEPTH DOES NOT MEET
 FE2749'THE SPECIFICATION FOR A CLASS A ROD MARK.
 FE2749
 FE2749                          STATION RECOVERY (1999)
 FE2749
 FE2749'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2749'RECOVERED 1999
 FE2749'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2749'AIRPORT CONTROL STATION.
 FE2749' 
 FE2749' 
 FE2749'
 FE2749
 FE2749                          STATION RECOVERY (2000)
 FE2749
 FE2749'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FE2749'FOUND IN GOOD CONDITION W/ SURVEY MARKER
 FE2749
 FE2749                          STATION RECOVERY (2001)
 FE2749
 FE2749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2749'RECOVERED AS DESCRIBED.
 FE2749
 FE2749                          STATION RECOVERY (2003)
 FE2749
 FE2749'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2779 ***********************************************************************
 FE2779  SACS        -  This is a Secondary Airport Control Station.
 FE2779  DESIGNATION -  GPS 47 AZ MK
 FE2779  PID         -  FE2779
 FE2779  STATE/COUNTY-  TN/TIPTON
 FE2779  USGS QUAD   -  GIFT (1983)
 FE2779
 FE2779                         *CURRENT SURVEY CONTROL
 FE2779  ___________________________________________________________________
 FE2779* NAD 83(1995)-  35 35 06.07285(N)    089 35 11.66310(W)     ADJUSTED  
 FE2779* NAVD 88     -        82.63   (meters)     271.1    (feet)  GPS OBS   
 FE2779  ___________________________________________________________________
 FE2779  X           -      37,470.405 (meters)                     COMP
 FE2779  Y           -  -5,192,837.492 (meters)                     COMP
 FE2779  Z           -   3,690,875.671 (meters)                     COMP
 FE2779  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FE2779  ELLIP HEIGHT-          55.29  (meters)          (08/03/04) GPS OBS
 FE2779  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2779
 FE2779  HORZ ORDER  -  FIRST
 FE2779  ELLP ORDER  -  FOURTH    CLASS I
 FE2779
 FE2779.This mark is at Covington Airport (M04)
 FE2779
 FE2779.The horizontal coordinates were established by GPS observations
 FE2779.and adjusted by the National Geodetic Survey in February 2001..
 FE2779
 FE2779.The orthometric height was determined by GPS observations and a
 FE2779.high-resolution geoid model.
 FE2779
 FE2779.GPS derived orthometric heights for airport stations designated as
 FE2779.PACS or SACS are published to 2 decimal places.  This maintains
 FE2779.centimeter relative accuracy between the PACS and SACS.  It does
 FE2779.not indicate centimeter accuracy relative to other marks which are
 FE2779.part of the NAVD 88 network.
 FE2779
 FE2779.Photographs are available for this station.
 FE2779
 FE2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2779
 FE2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2779
 FE2779.The ellipsoidal height was determined by GPS observations
 FE2779.and is referenced to NAD 83.
 FE2779
 FE2779.The geoid height was determined by GEOID03.
 FE2779
 FE2779;                    North         East     Units Scale Factor Converg.
 FE2779;SPC TN       -   144,828.970   275,022.132   MT  0.99995780   -2 05 59.0
 FE2779;SPC TN       -   475,159.71    902,301.78   sFT  0.99995780   -2 05 59.0
 FE2779;UTM  16      - 3,941,002.292   265,637.208   MT  1.00027690   -1 30 21.0
 FE2779
 FE2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2779!SPC TN       -   0.99999132  x   0.99995780  =   0.99994912
 FE2779!UTM  16      -   0.99999132  x   1.00027690  =   1.00026822
 FE2779
 FE2779:                Primary Azimuth Mark                     Grid Az
 FE2779:SPC TN       -  GPS 47                                   011 57 59.5
 FE2779:UTM  16      -  GPS 47                                   011 22 21.5
 FE2779
 FE2779|---------------------------------------------------------------------|
 FE2779| PID    Reference Object                     Distance      Geod. Az  |
 FE2779|                                                           dddmmss.s |
 FE2779| FE2749 GPS 47                              APPROX. 0.6 KM 0095200.5 |
 FE2779|---------------------------------------------------------------------|
 FE2779
 FE2779                          SUPERSEDED SURVEY CONTROL
 FE2779
 FE2779  ELLIP H (02/20/01)   55.33   (m)                       GP(       ) 2 1
 FE2779  NAD 83(1995)-  35 35 06.07250(N)    089 35 11.66408(W) AD(       ) 3
 FE2779  ELLIP H (04/12/99)   55.33   (m)                       GP(       ) 4 1
 FE2779  NAD 83(1995)-  35 35 06.07245(N)    089 35 11.66406(W) AD(       ) 3
 FE2779  NGVD 29 (09/17/90)   82.6    (m)          271.     (f) GPS OBS        
 FE2779
 FE2779.Superseded values are not recommended for survey control.
 FE2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2779.See file dsdata.txt to determine how the superseded data were derived.
 FE2779
 FE2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6563741002(NAD 83)
 FE2779_MARKER: I = METAL ROD
 FE2779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2779_STAMPING: GPS 47 AZ MK 1987
 FE2779_MARK LOGO: NGS   
 FE2779_PROJECTION: FLUSH
 FE2779_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2779+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2779_ROD/PIPE-DEPTH: 18.0 meters
 FE2779_SLEEVE-DEPTH  : 1.00 meters
 FE2779
 FE2779  HISTORY     - Date     Condition        Report By
 FE2779  HISTORY     - 1987     MONUMENTED       NGS
 FE2779  HISTORY     - 1987     GOOD             NGS
 FE2779  HISTORY     - 19890626 GOOD
 FE2779  HISTORY     - 19901002 GOOD             NGS
 FE2779  HISTORY     - 1999     GOOD             LOWE
 FE2779  HISTORY     - 20031010 GOOD             TNDT
 FE2779
 FE2779                          STATION DESCRIPTION
 FE2779
 FE2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2779'1.1 MILES NORTH ALONG US HIGHWAY 51 FROM THE JUNCTION OF US HIGHWAY
 FE2779'51 AND STATE HIGHWAY 59 IN COVINGTON TO THE JUNCTION OF STATE HIGHWAY
 FE2779'384, CONTINUE 1.4 MILES NORTH ALONG US HIGHWAY 51 TO THE JUNCTION OF
 FE2779'COUNTY ROAD 8391, THENCE 2.8 MILES EAST ALONG COUNTY ROAD 8391 TO THE
 FE2779'JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.10 MILE SOUTH ALONG
 FE2779'AIRPORT ENTRANCE DRIVE TO THE OFFICE OF THE COVINGTON MUNICIPAL
 FE2779'AIRPORT,THENCE 0.05 MILE WEST ALONG TAXI APRON TO JUNCTION OF TAXIWAY,
 FE2779'THENCE 0.35 MILE SOUTH ALONG TAXIWAY TO THE TAXIWAY CROSSOVER AND
 FE2779'MARK, A 3-D, A STAINLESS STEEL ROD DRIVEN 43.0 FEET TO REFUSAL, 5
 FE2779'INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 FE2779'PIPE ENCASED IN 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED GPS 47 AZ MK
 FE2779'1987, 2 INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 59.0
 FE2779'FEET EAST OF EAST EDGE OF RUNWAY, 85.7 FEET WEST OF WEST EDGE OF
 FE2779'TAXIWAY CROSSOVER, 41.5 FEET NORTHWEST OF CENTER OF A CONCRETE CULVERT
 FE2779'WITH HEADWALL, 34.2 FEET SOUTHEAST OF A PIPE FOR A TAXI GUIDANCE BOX,
 FE2779'AND 1.3 FEET SOUTH OF A FIBERGLASS WITNESS POST.
 FE2779
 FE2779                          STATION RECOVERY (1987)
 FE2779
 FE2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2779'RECOVERED IN GOOD CONDITION.
 FE2779
 FE2779                          STATION RECOVERY (1989)
 FE2779
 FE2779'RECOVERED 1989
 FE2779'RECOVERED IN GOOD CONDITION.
 FE2779
 FE2779                          STATION RECOVERY (1990)
 FE2779
 FE2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2779'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF COVINGTON.
 FE2779'AT THE COVINGTON MUNICIPAL AIRPORT. OWNERSHIP-CITY OF COVINGTON, ATT.
 FE2779'JERRY HADLEY, P.O.BOX 768, COVINGTON TN 38019. PHONE IS 901-476-9613.
 FE2779'THE AIRPORT MANAGER IS DAVE PEELER, RTE 3 BOX 315, COVINGTON TN
 FE2779'38019. PHONE IS 901-476-1392. TO REACH THE STATION FROM THE JUNCTION
 FE2779'OF U.S.HIGHWAY 51 AND STATE HIGHWAY 59 IN COVINGTON. GO NORTH ON
 FE2779'U.S.HIGHWAY 51 FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF STATE HIGHWAY
 FE2779'384. CONTINUE NORTH ON U.S.HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A
 FE2779'PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO EASTERLY ON COUNTY ROAD
 FE2779'8391 FOR 4.51 KM (2.80 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 FE2779'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A
 FE2779'PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE PAVED ROAD AND
 FE2779'ACROSS A PARKING LOT FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND THE
 FE2779'AIRPORT OFFICE ON THE RIGHT. PASS THROUGH THE GATE AND CONTINUE WEST
 FE2779'ACROSS AN APRON AND ALONG A TAXIWAY FOR 0.1 KM (0.05 MI) TO A
 FE2779'TAXIWAY. TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.55 KM (0.35 MI)
 FE2779'TO A TAXIWAY AND THE STATION ON THE RIGHT. THE STATION IS LOCATED 31.5
 FE2779'M (103.3 FT) WEST FROM THE CENTER OF A TAXIWAY, 29.4 M (96.5 FT) EAST
 FE2779'FROM THE CENTERLINE OF THE RUNWAY, 20.85 M (68.41 FT) NORTH FROM THE
 FE2779'CENTER OF A TAXIWAY AND 0.35 M (1.15 FT) SOUTH FROM A CARSONITE
 FE2779'WITNESS POST. DESCRIBED BY E.J.HANSMANN.    NOTE--ACCESS TO DATUM
 FE2779'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FE2779
 FE2779                          STATION RECOVERY (1999)
 FE2779
 FE2779'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2779'RECOVERED 1999
 FE2779'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2779'SECONDARY AIRPORT CONTROL STATION.
 FE2779' 
 FE2779' 
 FE2779'
 FE2779
 FE2779                          STATION RECOVERY (2003)
 FE2779
 FE2779'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2779'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF COVINGTON, ON
 FE2779'THE COVINGTON MUNICIPAL AIRPORT 106.7 M (350 FT) WEST OF THE AIRPORT
 FE2779'OFFICE AND AT THE NORTH END OF THE RUNWAY.  OWNERSHIP--AIRPORT MANAGER
 FE2779'IS DAVE PEELER OR WILSON FAUGHT, TELEPHONE (901) 476-1392.  THE
 FE2779'AIRPORT IS NOT LOCKED AFTER DARK, HOWEVER USE AFTER WORKING HOURS
 FE2779'SHOULD BE CLEARED WITH THE AIRPORT MANAGER.  ACCESS TO THE FIELD IS
 FE2779'NORTH OF THE BRICK OFFICE BUILDING BETWEEN THE OFFICE AND A METAL
 FE2779'HANGAR.
 FE2779' 
 FE2779'TO REACH THE STATION FROM THE COURTHOUSE IN COVINGTON GO EAST ON STATE
 FE2779'ROUTE 59 (LIBERTY ST) 0.24 KM (0.15 MI) TO THE JUNCTION OF US HIGHWAY
 FE2779'51 AND STATE ROUTE 59.  TURN RIGHT AND GO NORTH FOR 1.78 KM (1.1 MI)
 FE2779'ON US HIGHWAY 51 TO THE JUNCTION OF STATE ROUTE 384.  CONTINUE
 FE2779'STRAIGHT AHEAD AND GO NORTH FOR 2.25 KM (1.4 MI) ON US HIGHWAY 51 TO
 FE2779'THE JUNCTION OF COUNTY ROAD 8391 (ANTIOCH ROAD).  TURN RIGHT AND GO
 FE2779'EAST FOR 4.51 KM (2.8 MI) ON COUNTY ROAD 8391 TO THE AIRPORT.  TURN
 FE2779'RIGHT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON THE AIRPORT PROPERTY TO THE
 FE2779'AIRPORT OFFICE, A ONE STORY BRICK BUILDING AND THE MARK.
 FE2779' 
 FE2779'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 13.1 M
 FE2779'(43 FT).  THE LOGO CAP IS STAMPED--GPS 47 AZ MK 1987--, WITH A STEEL
 FE2779'SPIKE EMBEDDED IN THE CONCRETE, AND 0.05 M (0.17 FT) BELOW GROUND.
 FE2779'LOCATED 18.1 M (59 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 26.1 M
 FE2779'(85.7 FT) WEST OF THE WEST EDGE OF THE TAXIWAY, 15.8 (52 FT) NORTH OF
 FE2779'THE NORTH EDGE OF THE TAXIWAY CROSSOVER, 12.6 M (41.5 FT) NORTHWEST OF
 FE2779'THE CENTER OF A CONCRETE CULVERT WITH A HEADWALL, 10.5 M (34.4 FT)
 FE2779'EAST-SOUTHEAST OF A PIPE FOR A TAXI GUIDANCE BOX, AND 0.3 M (1.0 FT)
 FE2779'SOUTH OF FIBERGLASS WITNESS POST.
 FE2779' 
 FE2779'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2779'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1929 ***********************************************************************
 FC1929  CBN         -  This is a Cooperative Base Network Control Station.
 FC1929  DESIGNATION -  GPS 48
 FC1929  PID         -  FC1929
 FC1929  STATE/COUNTY-  TN/POLK
 FC1929  USGS QUAD   -  OSWALD DOME (1967)
 FC1929
 FC1929                         *CURRENT SURVEY CONTROL
 FC1929  ___________________________________________________________________
 FC1929* NAD 83(1995)-  35 13 30.67705(N)    084 34 54.50821(W)     ADJUSTED  
 FC1929* NAVD 88     -       243.6    (meters)     799.     (feet)  GPS OBS   
 FC1929  ___________________________________________________________________
 FC1929  X           -     492,539.617 (meters)                     COMP
 FC1929  Y           -  -5,192,925.786 (meters)                     COMP
 FC1929  Z           -   3,658,426.897 (meters)                     COMP
 FC1929  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 FC1929  ELLIP HEIGHT-         213.87  (meters)          (09/11/96) GPS OBS
 FC1929  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1929
 FC1929  HORZ ORDER  -  B
 FC1929  ELLP ORDER  -  FOURTH    CLASS I
 FC1929
 FC1929.The horizontal coordinates were established by GPS observations
 FC1929.and adjusted by the National Geodetic Survey in September 1996..
 FC1929.No horizontal observational check was made to the station.
 FC1929
 FC1929.The orthometric height was determined by GPS observations and a
 FC1929.high-resolution geoid model.
 FC1929
 FC1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1929
 FC1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1929
 FC1929.The ellipsoidal height was determined by GPS observations
 FC1929.and is referenced to NAD 83.
 FC1929
 FC1929.The geoid height was determined by GEOID03.
 FC1929
 FC1929;                    North         East     Units Scale Factor Converg.
 FC1929;SPC TN       -    99,887.215   729,104.542   MT  1.00000447   +0 49 49.0
 FC1929;SPC TN       -   327,713.30  2,392,070.48   sFT  1.00000447   +0 49 49.0
 FC1929;UTM  16      - 3,900,695.748   720,079.842   MT  1.00019695   +1 23 43.3
 FC1929
 FC1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1929!SPC TN       -   0.99996643  x   1.00000447  =   0.99997090
 FC1929!UTM  16      -   0.99996643  x   1.00019695  =   1.00016337
 FC1929
 FC1929                          SUPERSEDED SURVEY CONTROL
 FC1929
 FC1929  NAD 83(1995)-  35 13 30.67923(N)    084 34 54.51056(W) AD(       ) B
 FC1929  NAD 83(1986)-  35 13 30.68261(N)    084 34 54.51465(W) AD(       ) 1
 FC1929  NAD 83(1995)-  35 13 30.67645(N)    084 34 54.50769(W) AD(       ) B
 FC1929  ELLIP H (03/09/95)  213.89   (m)                       GP(       ) 1 1
 FC1929  NAD 83(1995)-  35 13 30.67884(N)    084 34 54.51050(W) AD(       ) B
 FC1929  ELLIP H (09/07/90)  213.79   (m)                       GP(       ) 4 1
 FC1929  NAD 27      -  35 13 30.41946(N)    084 34 54.74859(W) AD(       ) 3
 FC1929  NGVD 29 (09/07/90)  243.73   (m)          799.6    (f) LEVELING    3  
 FC1929
 FC1929.Superseded values are not recommended for survey control.
 FC1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1929.See file dsdata.txt to determine how the superseded data were derived.
 FC1929
 FC1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2008000696(NAD 83)
 FC1929_MARKER: I = METAL ROD
 FC1929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1929_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1929_STAMPING: GPS 48 1987
 FC1929_MARK LOGO: NGS   
 FC1929_PROJECTION: FLUSH
 FC1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1929+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1995
 FC1929_ROD/PIPE-DEPTH: 4.9  meters
 FC1929_SLEEVE-DEPTH  : 0.9 meters
 FC1929
 FC1929  HISTORY     - Date     Condition        Report By
 FC1929  HISTORY     - 1987     MONUMENTED       NGS
 FC1929  HISTORY     - 19881215 GOOD
 FC1929  HISTORY     - 19940407 GOOD             NGS
 FC1929  HISTORY     - 19950330 GOOD             NGS
 FC1929  HISTORY     - 19950606 GOOD             NGS
 FC1929
 FC1929                          STATION DESCRIPTION
 FC1929
 FC1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1929'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI)
 FC1929'EAST-NORTHEAST OF CLEVELAND,
 FC1929'8.1 KM (5 MI) NORTHEAST OF BENTON, AT THE NORTHWEST EDGE OF U.S.
 FC1929'HIGHWAY 411, NORTHEAST OF THE CHILHOWEE GLIDERPORT, AT A JOG IN THE
 FC1929'RIGHT-OF-WAY FENCE.
 FC1929'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1929'
 FC1929'TO REACH THE STATION FROM THE COURTHOUSE IN BENTON GO
 FC1929'NORTH FOR 8.05 KM (5.0 MI) ON U.S. HIGHWAY 411 TO THE GLIDERPORT
 FC1929'ENTRANCE.
 FC1929'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON U.S.
 FC1929'HIGHWAY 411 TO THE STATION ON THE LEFT, 1.45 KM (0.9 MI) SOUTHWEST
 FC1929'OF THE JUNCTION OF U.S. HIGHWAY 411 AND STATE ROUTE 30.
 FC1929'
 FC1929'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.9 METERS
 FC1929'(16 FT).  THE LOGO CAP IS STAMPED---GPS 48 1987---, AND A RAILROAD
 FC1929'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1929'13.26 METERS (43.5 FT) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY
 FC1929'411,
 FC1929'15.09 METERS (49.5 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX,
 FC1929'11.0 METERS (36 FT) SOUTH FROM A WINDSOCK ON A UTILITY POLE,
 FC1929'9.30 METERS (30.5 FT) NORTHEAST FROM A UTILITY POLE AT A JOG IN THE
 FC1929'FENCE,
 FC1929'0.91 METERS (3.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST SET IN
 FC1929'THE RIGHT-OF-WAY FENCE.
 FC1929
 FC1929                          STATION RECOVERY (1988)
 FC1929
 FC1929'RECOVERED 1988
 FC1929'RECOVERED IN GOOD CONDITION.
 FC1929
 FC1929                          STATION RECOVERY (1994)
 FC1929
 FC1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CGS)
 FC1929'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) EAST-NORTHEAST OF
 FC1929'CLEVELAND, 8.1 KM (5.05 MI) NORTHEAST OF BENTON, AT THE NORTHWEST EDGE
 FC1929'OF U.S. HIGHWAY 411, NORTHEAST OF THE CHILHOWEE GLIDERPORT, AT A JOG
 FC1929'IN THE RIGHT-OF-WAY FENCE.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO REACH
 FC1929'THE STATION FROM THE COURTHOUSE IN BENTON, GO NORTH FOR 8.05 KM (5.00
 FC1929'MI) ON U.S. HIGHWAY 411 TO THE GLIDERPORT ENTRANCE, CONTINUE STRAIGHT
 FC1929'AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON U.S. HIGHWAY 411 TO THE
 FC1929'STATION ON THE LEFT, 1.45 KM (0.90 MI) SOUTHWEST OF THE JUNCTION OF
 FC1929'U.S. HIGHWAY 411 AND STATE ROUTE 30. THE STATION IS LOCATED 13.26 M
 FC1929'(43.50 FT) NORTHWEST FROM THE CENTER OF HIGHWAY 411, 15.09 M (49.51
 FC1929'FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX, 11.0 M (36.1 FT) SOUITH
 FC1929'FROM A WINDSOCK ON A UTILITY POLE, 9.3 M (30.5 FT) NORTHEAST FROM A
 FC1929'UTILITY POLE AT A JOG IN THE FENCE AND 0.91 M (2.99 FT) SOUTHEAST FROM
 FC1929'A FIBERGLASS WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.
 FC1929
 FC1929                          STATION RECOVERY (1995)
 FC1929
 FC1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1929'RECOVERED AS DESCRIBED.
 FC1929
 FC1929                          STATION RECOVERY (1995)
 FC1929
 FC1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7693 ***********************************************************************
 DG7693  CBN         -  This is a Cooperative Base Network Control Station.
 DG7693  DESIGNATION -  GPS 48 A
 DG7693  PID         -  DG7693
 DG7693  STATE/COUNTY-  TN/POLK
 DG7693  USGS QUAD   -  ISABELLA (1978)
 DG7693
 DG7693                         *CURRENT SURVEY CONTROL
 DG7693  ___________________________________________________________________
 DG7693* NAD 83(1995)-  35 00 58.68105(N)    084 20 41.67551(W)     ADJUSTED  
 DG7693* NAVD 88     -       546.6    (meters)    1793.     (feet)  GPS OBS   
 DG7693  ___________________________________________________________________
 DG7693  X           -     515,344.603 (meters)                     COMP
 DG7693  Y           -  -5,204,360.427 (meters)                     COMP
 DG7693  Z           -   3,639,645.115 (meters)                     COMP
 DG7693  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DG7693  ELLIP HEIGHT-         517.64  (meters)          (08/03/04) GPS OBS
 DG7693  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG7693
 DG7693  HORZ ORDER  -  A
 DG7693  ELLP ORDER  -  FOURTH    CLASS I
 DG7693
 DG7693.The horizontal coordinates were established by GPS observations
 DG7693.and adjusted by the National Geodetic Survey in August 2004..
 DG7693
 DG7693.The orthometric height was determined by GPS observations and a
 DG7693.high-resolution geoid model.
 DG7693
 DG7693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7693
 DG7693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7693
 DG7693.The ellipsoidal height was determined by GPS observations
 DG7693.and is referenced to NAD 83.
 DG7693
 DG7693.The geoid height was determined by GEOID03.
 DG7693
 DG7693;                    North         East     Units Scale Factor Converg.
 DG7693;SPC TN       -    77,053.945   751,060.451   MT  1.00004946   +0 58 08.2
 DG7693;SPC TN       -   252,801.15  2,464,104.16   sFT  1.00004946   +0 58 08.2
 DG7693;UTM  16      - 3,878,073.003   742,263.164   MT  1.00032341   +1 31 27.3
 DG7693
 DG7693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7693!SPC TN       -   0.99991875  x   1.00004946  =   0.99996821
 DG7693!UTM  16      -   0.99991875  x   1.00032341  =   1.00024214
 DG7693
 DG7693                          SUPERSEDED SURVEY CONTROL
 DG7693
 DG7693.No superseded survey control is available for this station.
 DG7693
 DG7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4226378073(NAD 83)
 DG7693_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7693_SETTING: 0 = UNSPECIFIED SETTING
 DG7693_SP_SET: ATOP REBAR IN COCRETE
 DG7693_STAMPING: GPS 48 A
 DG7693_MARK LOGO: TNDT  
 DG7693_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7693+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 DG7693
 DG7693  HISTORY     - Date     Condition        Report By
 DG7693  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7693  HISTORY     - 20050602 GOOD             CAS
 DG7693  HISTORY     - 20050608 GOOD             EGPSSO
 DG7693
 DG7693                          STATION DESCRIPTION
 DG7693
 DG7693'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7693'TO REACH THE STATION FROM THE US 64 INTERCHANGE WITH SR 68, GO
 DG7693'EASTERLY ON US 64 FOR 2.48 MILES (4.0 KM) TO AIRPORT ROAD ON THE LEFT.
 DG7693'TURN LEFT AND GO SOUTHERLY ON AIRPORT ROAD FOR ABOUT ONE-HALF MILE TO
 DG7693'THE ENTRANCE TO MARTIN CAMPBELL FIELD.  TURN RIGHT AND GO EASTERLY ON
 DG7693'THE AIRPORT ENTRANCE ROAD FOR ABOUT 850 FEET (260 METERS) TO THE
 DG7693'STATION AT THE NORTHWEST CORNER OF THE PARKING LOT.
 DG7693' 
 DG7693'THE STATION IS A STANDARD TDOT DISK STAMPED--GPS 48 A--, AFFIXED TO AN
 DG7693'IRON ROD AND SET IN CONCRETE.
 DG7693' 
 DG7693'THE MARK IS 33.9 METERS NORTHEAST OF THE NORTHWEST CORNER OF THE
 DG7693'AIRPORT OFFICE, 4.8 METERS EAST OF THE EASTERN EDGE OF THE ASPHALT
 DG7693'AIRCRAFT PARKING AREA, 1.3 METERS WEST OF A WOODEN CORNER POST FOR THE
 DG7693'CABLE FENCE AROUND THE PARKING LOT, AND 1.30 METERS WEST OF AN ORANGE
 DG7693'FIBERGLASS WITNESS POST.
 DG7693
 DG7693                          STATION RECOVERY (2005)
 DG7693
 DG7693'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 DG7693'RECOVERED IN GOOD CONDITION.
 DG7693
 DG7693                          STATION RECOVERY (2005)
 DG7693
 DG7693'RECOVERY NOTE BY EGPS SOLUTIONS LLC 2005 (LBS)
 DG7693'THE TURN ONTO AIRPORT ROAD IS A RIGHT, NOT A LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7692 ***********************************************************************
 DG7692  CBN         -  This is a Cooperative Base Network Control Station.
 DG7692  DESIGNATION -  GPS 48 RESET
 DG7692  PID         -  DG7692
 DG7692  STATE/COUNTY-  TN/BRADLEY
 DG7692  USGS QUAD   -  OSWALD DOME (1967)
 DG7692
 DG7692                         *CURRENT SURVEY CONTROL
 DG7692  ___________________________________________________________________
 DG7692* NAD 83(1995)-  35 14 46.82267(N)    084 34 03.03067(W)     ADJUSTED  
 DG7692* NAVD 88     -       225.1    (meters)     739.     (feet)  GPS OBS   
 DG7692  ___________________________________________________________________
 DG7692  X           -     493,705.985 (meters)                     COMP
 DG7692  Y           -  -5,191,439.753 (meters)                     COMP
 DG7692  Z           -   3,660,332.959 (meters)                     COMP
 DG7692  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 DG7692  ELLIP HEIGHT-         195.30  (meters)          (08/03/04) GPS OBS
 DG7692  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DG7692
 DG7692  HORZ ORDER  -  A
 DG7692  ELLP ORDER  -  FOURTH    CLASS I
 DG7692
 DG7692.The horizontal coordinates were established by GPS observations
 DG7692.and adjusted by the National Geodetic Survey in August 2004..
 DG7692
 DG7692.The orthometric height was determined by GPS observations and a
 DG7692.high-resolution geoid model.
 DG7692
 DG7692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7692
 DG7692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7692
 DG7692.The ellipsoidal height was determined by GPS observations
 DG7692.and is referenced to NAD 83.
 DG7692
 DG7692.The geoid height was determined by GEOID03.
 DG7692
 DG7692;                    North         East     Units Scale Factor Converg.
 DG7692;SPC TN       -   102,252.586   730,371.835   MT  1.00000065   +0 50 19.1
 DG7692;SPC TN       -   335,473.69  2,396,228.26   sFT  1.00000065   +0 50 19.1
 DG7692;UTM  16      - 3,903,073.980   721,323.978   MT  1.00020372   +1 24 15.6
 DG7692
 DG7692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7692!SPC TN       -   0.99996935  x   1.00000065  =   0.99997000
 DG7692!UTM  16      -   0.99996935  x   1.00020372  =   1.00017306
 DG7692
 DG7692                          SUPERSEDED SURVEY CONTROL
 DG7692
 DG7692.No superseded survey control is available for this station.
 DG7692
 DG7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2132403074(NAD 83)
 DG7692_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7692_SETTING: 0 = UNSPECIFIED SETTING
 DG7692_SP_SET: ATOP REBAR IN CONCRETE
 DG7692_STAMPING: GPS 48 RESET 1999
 DG7692_MARK LOGO: TNDT  
 DG7692_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7692+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 DG7692
 DG7692  HISTORY     - Date     Condition        Report By
 DG7692  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7692  HISTORY     - 20050614 GOOD             CAS
 DG7692
 DG7692                          STATION DESCRIPTION
 DG7692
 DG7692'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7692'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI) EAST NORTHEAST OF
 DG7692'CLEVELAND, 8.1 KM (5 MI) NORTHEAST OF BENTON.
 DG7692' 
 DG7692'TO REACH THE STATION FROM THE COURTHOUSE IN BENTON, GO NORTH ON US 411
 DG7692'FOR 10.46 KM (6.50 MI) TO THE ENTRANCE OF EAST TENNESSEE NURSERY. TURN
 DG7692'LEFT AND GO 0.80 KM (0.50 MI) TO STATION ON THE LEFT.
 DG7692' 
 DG7692'THE STATION IS A 3-D MARK WITH AN IRON ROD WITH ALUMINUM CAP SET IN
 DG7692'CONCRETE.  THE LOGO CAP IS STAMPED--GPS 48 RESET 1999--.  THE STATION
 DG7692'IS LOCATED 1.48 M (4.85 FT) NORTHWEST OF THE WITNESS POST, 1.66 M
 DG7692'(5.45 FT) NORTHWEST OF RAIL FENCE, 4.94 M (16.20 FT) SOUTHEAST OF EDGE
 DG7692'OF ASPHALT AND 48.01 M (157.50 FT) NORTHEAST OF FLAGPOLE.
 DG7692' 
 DG7692'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 DG7692'REFERENCE ELLIPSOID.
 DG7692
 DG7692                          STATION RECOVERY (2005)
 DG7692
 DG7692'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 DG7692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1930 ***********************************************************************
 FC1930  CBN         -  This is a Cooperative Base Network Control Station.
 FC1930  DESIGNATION -  GPS 49
 FC1930  PID         -  FC1930
 FC1930  STATE/COUNTY-  TN/HAMILTON
 FC1930  USGS QUAD   -  SNOW HILL (1980)
 FC1930
 FC1930                         *CURRENT SURVEY CONTROL
 FC1930  ___________________________________________________________________
 FC1930* NAD 83(1995)-  35 11 00.08451(N)    085 03 41.11929(W)     ADJUSTED  
 FC1930* NAVD 88     -       261.40   (meters)     857.6    (feet)  LEVELING  
 FC1930  ___________________________________________________________________
 FC1930  X           -     449,285.243 (meters)                     COMP
 FC1930  Y           -  -5,199,546.605 (meters)                     COMP
 FC1930  Z           -   3,654,644.696 (meters)                     COMP
 FC1930  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FC1930  ELLIP HEIGHT-         231.31  (meters)          (08/03/04) GPS OBS
 FC1930  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC1930
 FC1930  HORZ ORDER  -  B
 FC1930  VERT ORDER  -  THIRD
 FC1930  ELLP ORDER  -  FOURTH    CLASS I
 FC1930
 FC1930.The horizontal coordinates were established by GPS observations
 FC1930.and adjusted by the National Geodetic Survey in December 1995..
 FC1930
 FC1930.The orthometric height was determined by differential leveling.
 FC1930.The vertical network tie was performed by a horz. field party for horz.
 FC1930.obs reductions. Reset procedures were used to establish the elevation.
 FC1930
 FC1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1930
 FC1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1930
 FC1930.The ellipsoidal height was determined by GPS observations
 FC1930.and is referenced to NAD 83.
 FC1930
 FC1930.The geoid height was determined by GEOID03.
 FC1930
 FC1930;                    North         East     Units Scale Factor Converg.
 FC1930;SPC TN       -    94,720.735   685,489.249   MT  1.00001243   +0 32 58.1
 FC1930;SPC TN       -   310,762.94  2,248,975.98   sFT  1.00001243   +0 32 58.1
 FC1930;UTM  16      - 3,895,097.933   676,514.346   MT  0.99998400   +1 07 02.2
 FC1930
 FC1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1930!SPC TN       -   0.99996369  x   1.00001243  =   0.99997612
 FC1930!UTM  16      -   0.99996369  x   0.99998400  =   0.99994769
 FC1930
 FC1930                          SUPERSEDED SURVEY CONTROL
 FC1930
 FC1930  ELLIP H (12/14/95)  231.32   (m)                       GP(       ) 1 2
 FC1930  NAD 83(1995)-  35 11 00.08701(N)    085 03 41.12271(W) AD(       ) B
 FC1930  ELLIP H (09/07/90)  231.24   (m)                       GP(       ) 4 1
 FC1930  NGVD 29 (??/??/??)  261.45   (m)          857.8    (f) N HEIGHT    3  
 FC1930
 FC1930.Superseded values are not recommended for survey control.
 FC1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1930.See file dsdata.txt to determine how the superseded data were derived.
 FC1930
 FC1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7651495098(NAD 83)
 FC1930_MARKER: I = METAL ROD
 FC1930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1930_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1930_STAMPING: GPS 49 1987
 FC1930_MARK LOGO: NGS   
 FC1930_PROJECTION: FLUSH
 FC1930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1930+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1930_ROD/PIPE-DEPTH: 3.70 meters
 FC1930_SLEEVE-DEPTH  : 0.90 meters
 FC1930
 FC1930  HISTORY     - Date     Condition        Report By
 FC1930  HISTORY     - 1987     MONUMENTED       NGS
 FC1930  HISTORY     - 1987     GOOD             NGS
 FC1930  HISTORY     - 19890717 GOOD
 FC1930  HISTORY     - 19930411 GOOD             NOS
 FC1930  HISTORY     - 19950612 GOOD             NGS
 FC1930  HISTORY     - 20030708 GOOD             GADT
 FC1930  HISTORY     - 20031010 GOOD             TNDT
 FC1930
 FC1930                          STATION DESCRIPTION
 FC1930
 FC1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1930'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 FC1930'NORTHEAST OF CHATTANOOGA,
 FC1930'16.1 KM (10 MI) WEST OF CLEVELAND, IN FRONT OF A FIRE STATION
 FC1930'(HIGHWAY 58 FIRE DEPARMENT STATION 2).
 FC1930'OWNERSHIP--HAMILTON COUNTY
 FC1930'
 FC1930'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 153 AND 58
 FC1930'IN THE NORTHEAST PART OF CHATTANOOGA GO NORTH FOR
 FC1930'10.78 KM (6.7 MI) ON STATE ROUTE 58 TO A MARINA ON THE LEFT ON THE
 FC1930'CHICKAMAUGA LAKE.
 FC1930'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 7.48 KM (4.65 MI) ON STATE
 FC1930'ROUTE 58 TO THE JUNCTION OF STATE ROUTE 312 ON THE LEFT.
 FC1930'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON STATE
 FC1930'ROUTE 58 TO THE JUNCTION OF CAREER LANE.
 FC1930'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON CAREER LANE TO THE
 FC1930'FIRE STATION AND THE STATION ON THE RIGHT.
 FC1930'
 FC1930'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.7 METERS
 FC1930'(12 FT).  THE LOGO CAP IS STAMPED---GPS 49 1987---, AND A RAILROAD
 FC1930'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1930'17.1 METERS (56 FT) NORTH FROM THE NORTH CORNER OF THE FIRE STATION,
 FC1930'7.0 METERS (23 FT) SOUTH-SOUTHWEST FROM THE CENTER OF CAREER LANE,
 FC1930'21.9 METERS (72 FT) WEST-NORTHWEST FROM A POLE WITH AN EMERGENCY
 FC1930'SIREN,
 FC1930'1.01 METERS (3.3 FT) WEST-SOUTHWEST FROM A WITNESS POST AT THE NORTH
 FC1930'END OF A MASONRY MEMORIAL SIGN,
 FC1930'0.79 METERS (2.6 FT) WEST FROM THE WEST FACE OF THE SIGN.
 FC1930
 FC1930                          STATION RECOVERY (1987)
 FC1930
 FC1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (1989)
 FC1930
 FC1930'RECOVERED 1989
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (1993)
 FC1930
 FC1930'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (1995)
 FC1930
 FC1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1930'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHEAST OF
 FC1930'CHATTANOOGA, 16.1 KM (10.00 MI) WEST OF CLEVELAND, IN FRONT OF A FIRE
 FC1930'STATION (HIGHWAY 58 FIRE DEPARTMENT STATION 2).  OWNERSHIP--HAMILTON
 FC1930'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 153
 FC1930'AND 58 IN THE NORTHEAST PART OF CHATTANOOGA, GO NORTH FOR 10.78 KM
 FC1930'(6.70 MI) ON STATE ROUTE 58 TO A MARINA ON THE LEFT ON THE CHICKAMAUGA
 FC1930'LAKE.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 7.48 KM (4.65 MI) ON
 FC1930'STATE ROUTE 58 TO THE JUNCTION OF STATE ROUTE 312 ON THE LEFT.
 FC1930'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON STATE
 FC1930'ROUTE 58 TO THE JUNCTION OF CAREER LANE.  TURN RIGHT AND GO EAST FOR
 FC1930'0.16 KM (0.10 MI) ON CAREER LANE TO THE FIRE STATION AND THE STATION
 FC1930'ON THE RIGHT.  LOCATED 17.1 M (56.1 FT) NORTHEAST FROM THE NORTHEAST
 FC1930'CORNER OF THE FIRE STATION, 7.0 M (23.0 FT) SOUTH-SOUTHWEST FROM THE
 FC1930'CENTER OF CAREER LANE, 21.9 M (71.9 FT) WEST-NORTHWEST FROM A POLE
 FC1930'WITH AN EMERGENCY SIREN, 1.01 M (3.31 FT) WEST-SOUTHWEST FROM A
 FC1930'WITNESS POST AT THE NORTH END OF A MASONRY MEMORIAL SIGN AND 0.79 M
 FC1930'(2.59 FT) WEST FROM THE WEST FACE OF THE SIGN.  A STEEL SPIKE IS
 FC1930'EMBEDDED IN THE CONCRETE.
 FC1930
 FC1930                          STATION RECOVERY (2003)
 FC1930
 FC1930'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (2003)
 FC1930
 FC1930'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1930'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3644 ***********************************************************************
 GA3644  CBN         -  This is a Cooperative Base Network Control Station.
 GA3644  DESIGNATION -  GPS 5
 GA3644  PID         -  GA3644
 GA3644  STATE/COUNTY-  TN/UNION
 GA3644  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3644
 GA3644                         *CURRENT SURVEY CONTROL
 GA3644  ___________________________________________________________________
 GA3644* NAD 83(1995)-  36 21 19.01611(N)    083 50 37.77662(W)     ADJUSTED  
 GA3644* NAVD 88     -       378.00   (meters)    1240.2    (feet)  LEVELING  
 GA3644  ___________________________________________________________________
 GA3644  X           -     551,530.357 (meters)                     COMP
 GA3644  Y           -  -5,113,349.379 (meters)                     COMP
 GA3644  Z           -   3,760,219.417 (meters)                     COMP
 GA3644  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 GA3644  ELLIP HEIGHT-         347.45  (meters)          (08/03/04) GPS OBS
 GA3644  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3644
 GA3644  HORZ ORDER  -  B
 GA3644  VERT ORDER  -  THIRD ?
 GA3644  ELLP ORDER  -  FOURTH    CLASS I
 GA3644
 GA3644.The horizontal coordinates were established by GPS observations
 GA3644.and adjusted by the National Geodetic Survey in September 1994..
 GA3644
 GA3644.The orthometric height was determined by differential leveling.
 GA3644.The vertical network tie was performed by a horz. field party for horz.
 GA3644.obs reductions. Reset procedures were used to establish the elevation.
 GA3644
 GA3644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3644
 GA3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3644
 GA3644.The ellipsoidal height was determined by GPS observations
 GA3644.and is referenced to NAD 83.
 GA3644
 GA3644.The geoid height was determined by GEOID03.
 GA3644
 GA3644;                    North         East     Units Scale Factor Converg.
 GA3644;SPC TN       -   226,468.911   793,515.132   MT  0.99998969   +1 15 44.3
 GA3644;SPC TN       -   743,006.75  2,603,390.90   sFT  0.99998969   +1 15 44.3
 GA3644;UTM  17      - 4,027,111.503   244,815.813   MT  1.00040240   -1 41 12.1
 GA3644
 GA3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3644!SPC TN       -   0.99994547  x   0.99998969  =   0.99993516
 GA3644!UTM  17      -   0.99994547  x   1.00040240  =   1.00034785
 GA3644
 GA3644                          SUPERSEDED SURVEY CONTROL
 GA3644
 GA3644  ELLIP H (09/07/94)  347.47   (m)                       GP(       ) 4 1
 GA3644  NAD 83(1995)-  36 21 19.01846(N)    083 50 37.78109(W) AD(       ) B
 GA3644  ELLIP H (09/07/90)  347.35   (m)                       GP(       ) 4 1
 GA3644  NGVD 29 (09/07/90)  378.2    (m)         1241.     (f) GPS OBS        
 GA3644
 GA3644.Superseded values are not recommended for survey control.
 GA3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3644.See file dsdata.txt to determine how the superseded data were derived.
 GA3644
 GA3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4481627112(NAD 83)
 GA3644_MARKER: I = METAL ROD
 GA3644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GA3644_STAMPING: GPS 5 1987
 GA3644_MARK LOGO: NGS   
 GA3644_PROJECTION: FLUSH
 GA3644_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3644+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3644_ROD/PIPE-DEPTH: 11.3 meters
 GA3644_SLEEVE-DEPTH  : 0.90 meters
 GA3644
 GA3644  HISTORY     - Date     Condition        Report By
 GA3644  HISTORY     - 1987     MONUMENTED       NGS
 GA3644  HISTORY     - 1987     GOOD             NGS
 GA3644  HISTORY     - 19931013 GOOD             NGS
 GA3644  HISTORY     - 19950607 GOOD             NGS
 GA3644  HISTORY     - 20031010 GOOD             TNDT
 GA3644
 GA3644                          STATION DESCRIPTION
 GA3644
 GA3644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3644'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) NORTH-NORTHWEST OF
 GA3644'MAYNARDSVILLE,
 GA3644'4.0 KM (2.5 MI) NORTHWEST OF SHARPS CHAPEL.
 GA3644'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GA3644'
 GA3644'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND THE
 GA3644'ROAD TO SHARPS CHAPEL AND CHUCK SWAN MANAGEMENT AREA (THIS JUNCTION
 GA3644'IS LOCATED JUST EAST OF THE UNION/CLAIBORNE COUNTY LINE) GO
 GA3644'WEST FOR 7.48 KM (4.65 MI) ON THE ROAD TO SHARPS CHAPEL TO SHARPS
 GA3644'CHAPEL.  CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 2.01 KM (1.25
 GA3644'MI) ON THE SAME ROAD TO A ROAD ON THE RIGHT LEADING NORTHWEST.
 GA3644'TURN RIGHT AND GO NORTHWEST FOR 2.98 KM (1.85 MI) ON THE ROAD
 GA3644'LEADING NORTHWEST TO THE STATION ON THE LEFT ABOUT 121.9 METERS
 GA3644'(400 FT) SOUTH OF WELCH CROSSROAD AND A STORE.
 GA3644'
 GA3644'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.3
 GA3644'METERS (37 FT).  THE LOGO CAP IS STAMPED---GPS 5 1987---, AND A
 GA3644'STEEL SPIKE IS SET IN THE CONCRETE.  LOCATED 10.7 METERS (35 FT)
 GA3644'SOUTHWEST FROM THE ROAD CENTER AND 0.3 METERS (1 FT) BELOW SAME,
 GA3644'6.7 METERS (22 FT) NORTH FROM A UTILITY POLE WITH NUMBER S-83 AND
 GA3644'ONE GUY WIRE, 0.5 METERS (1.8 FT) NORTHEAST FROM A FIBERGLASS
 GA3644'WITNESS POST SET IN THE FENCE LINE.
 GA3644
 GA3644                          STATION RECOVERY (1987)
 GA3644
 GA3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3644'RECOVERED IN GOOD CONDITION.
 GA3644
 GA3644                          STATION RECOVERY (1993)
 GA3644
 GA3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3644'THE STATION IS LOCATED ABOUT 36.8 KM (22.85 MI) NORTH-NORTHEAST OF
 GA3644'BYPASS INTERSTATE HIGHWAY 640 AT THE NORTH EDGE OF KNOXVILLE, 12.8 KM
 GA3644'(7.95 MI) NORTH-NORTHWEST OF MAYNARDSVILLE, 4.0 KM (2.50 MI)
 GA3644'NORTHWEST OF SHARPS CHAPEL. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GA3644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND SHARPS
 GA3644'CHAPEL ROAD (THIS JUNCTION IS LOCATED JUST EAST OF THE
 GA3644'UNION/CLAIBORNE COUNTY LINE), GO WEST FOR 5.9 MI (9.5 KM) ON SHARPS
 GA3644'CHAPEL ROAD TO A SHARP RIGHT TURN ON SHARPS CHAPEL ROAD AND BIG
 GA3644'VALLEY ROAD STRAIGHT AHEAD, CONTINUE ON SHARPS CHAPEL ROAD FOR 1.9 MI
 GA3644'(3.1 KM) TO THE STATION ON THE LEFT.
 GA3644'THE STATION IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  LOCATED
 GA3644'121.9 M (399.9 FT) SOUTHEAST OF A CROSSROAD (LOOP ROAD ON THE LEFT
 GA3644'AND OAK GROVE LANE ON THE RIGHT) AND A STORE (D A QUICK STOP) ON THE
 GA3644'LEFT, 10.7 M (35.1 FT) SOUTHWEST FROM THE CENTER OF SHARPS CHAPEL
 GA3644'ROAD, 6.7 M (22.0 FT) NORTH FROM UTILITY POLE NUMBER S-83 WITH ONE
 GA3644'GUY WIRE AND 0.5 M (1.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST
 GA3644'SET IN THE FENCE LINE.
 GA3644
 GA3644                          STATION RECOVERY (1995)
 GA3644
 GA3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3644'THE STATION IS LOCATED ABOUT 36.8 KM (22.85 MI) NORTH-NORTHEAST OF
 GA3644'BYPASS INTERSTATE HIGHWAY 640 AT THE NORTH EDGE OF KNOXVILLE, 12.8 KM
 GA3644'(7.95 MI) NORTH-NORTHWEST OF MAYNARDSVILLE, 4.0 KM (2.50 MI) NORTHWEST
 GA3644'OF SHARPS CHAPEL.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE
 GA3644'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND SHARPS CHAPEL ROAD
 GA3644'(THIS JUNCTION IS LOCATED JUST EAST OF THE UNION/CLAIBORNE COUNTY
 GA3644'LINE), GO WEST FOR 5.9 MI (9.5 KM) ON SHARPS CHAPEL ROAD TO A SHARP
 GA3644'RIGHT TURN ON SHARPS CHAPEL ROAD AND BIG VALLEY ROAD STRAIGHT AHEAD.
 GA3644'CONTINUE ON SHARPS CHAPEL ROAD FOR 1.9 MI (3.1 KM) TO THE STATION ON
 GA3644'LEFT.  THE STATION IS 0.3 M (1.0 FT) LOWER THAN THE ROAD.  LOCATED
 GA3644'121.9 M (399.9 FT) SOUTHEAST OF A CROSSROAD (LOOP ROAD ON LEFT AND OAK
 GA3644'GROVE LANE ON RIGHT) AND A STORE (D A QUICK STOP) ON LEFT, 10.7 M
 GA3644'(35.1 FT) SOUTHWEST FROM THE CENTER OF SHARPS CHAPEL ROAD, 6.7 M (22.0
 GA3644'FT) NORTH FROM UTILITY POLE NUMBER S-83 WITH GUY WIRE AND 0.5 M (1.6
 GA3644'FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS SET IN
 GA3644'THE CONCRETE.
 GA3644
 GA3644                          STATION RECOVERY (2003)
 GA3644
 GA3644'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3644'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1931 ***********************************************************************
 FC1931  CBN         -  This is a Cooperative Base Network Control Station.
 FC1931  DESIGNATION -  GPS 50
 FC1931  PID         -  FC1931
 FC1931  STATE/COUNTY-  TN/MARION
 FC1931  USGS QUAD   -  KETNER GAP (1976)
 FC1931
 FC1931                         *CURRENT SURVEY CONTROL
 FC1931  ___________________________________________________________________
 FC1931* NAD 83(1995)-  35 11 23.59597(N)    085 29 05.80634(W)     ADJUSTED  
 FC1931* NAVD 88     -       208.28   (meters)     683.3    (feet)  LEVELING  
 FC1931  ___________________________________________________________________
 FC1931  X           -     410,802.616 (meters)                     COMP
 FC1931  Y           -  -5,202,266.930 (meters)                     COMP
 FC1931  Z           -   3,655,206.893 (meters)                     COMP
 FC1931  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FC1931  ELLIP HEIGHT-         179.25  (meters)          (08/03/04) GPS OBS
 FC1931  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1931
 FC1931  HORZ ORDER  -  B
 FC1931  VERT ORDER  -  THIRD
 FC1931  ELLP ORDER  -  FOURTH    CLASS I
 FC1931
 FC1931.The horizontal coordinates were established by GPS observations
 FC1931.and adjusted by the National Geodetic Survey in March 1995..
 FC1931
 FC1931.The orthometric height was determined by differential leveling.
 FC1931.The vertical network tie was performed by a horz. field party for horz.
 FC1931.obs reductions. Reset procedures were used to establish the elevation.
 FC1931
 FC1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1931
 FC1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1931
 FC1931.The ellipsoidal height was determined by GPS observations
 FC1931.and is referenced to NAD 83.
 FC1931
 FC1931.The geoid height was determined by GEOID03.
 FC1931
 FC1931;                    North         East     Units Scale Factor Converg.
 FC1931;SPC TN       -    95,158.817   646,909.746   MT  1.00001115   +0 18 05.5
 FC1931;SPC TN       -   312,200.22  2,122,403.06   sFT  1.00001115   +0 18 05.5
 FC1931;UTM  16      - 3,895,152.350   637,936.468   MT  0.99983448   +0 52 23.7
 FC1931
 FC1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1931!SPC TN       -   0.99997187  x   1.00001115  =   0.99998301
 FC1931!UTM  16      -   0.99997187  x   0.99983448  =   0.99980635
 FC1931
 FC1931                          SUPERSEDED SURVEY CONTROL
 FC1931
 FC1931  ELLIP H (03/09/95)  179.23   (m)                       GP(       ) 1 1
 FC1931  NAD 83(1995)-  35 11 23.59846(N)    085 29 05.80938(W) AD(       ) B
 FC1931  ELLIP H (09/07/90)  179.16   (m)                       GP(       ) 4 1
 FC1931  NAD 27      -  35 11 23.33942(N)    085 29 05.93358(W) AD(       ) 3
 FC1931  NGVD 29 (??/??/??)  208.34   (m)          683.5    (f) N HEIGHT    3  
 FC1931
 FC1931.Superseded values are not recommended for survey control.
 FC1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1931.See file dsdata.txt to determine how the superseded data were derived.
 FC1931
 FC1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3793695152(NAD 83)
 FC1931_MARKER: I = METAL ROD
 FC1931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1931_STAMPING: GPS 50 1987
 FC1931_MARK LOGO: NGS   
 FC1931_PROJECTION: FLUSH
 FC1931_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1931+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 FC1931_ROD/PIPE-DEPTH: 3.40 meters
 FC1931_SLEEVE-DEPTH  : 0.90 meters
 FC1931
 FC1931  HISTORY     - Date     Condition        Report By
 FC1931  HISTORY     - 1987     MONUMENTED       NGS
 FC1931  HISTORY     - 1987     GOOD             NGS
 FC1931  HISTORY     - 19890712 GOOD
 FC1931  HISTORY     - 19900627 GOOD             ALHD
 FC1931  HISTORY     - 19930411 GOOD             NOS
 FC1931  HISTORY     - 19940407 GOOD             NGS
 FC1931  HISTORY     - 19950612 GOOD             NGS
 FC1931  HISTORY     - 20030708 GOOD             GADT
 FC1931  HISTORY     - 20031010 GOOD             TNDT
 FC1931  HISTORY     - 20040622 GOOD             TNDT
 FC1931  HISTORY     - 20060411 GOOD             GADT
 FC1931
 FC1931                          STATION DESCRIPTION
 FC1931
 FC1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1931'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 FC1931'NORTHWEST OF CHATTANOOGA,
 FC1931'0.16 KM (0.1 MI) NORTHEAST OF THE JUNCTION OF STATE ROUTES 283 AND
 FC1931'27, AT POWELLS CROSSROADS, IN A FIELD BEHIND THE VOLUNTEER FIRE
 FC1931'DEPARTMENT.
 FC1931'OWNERSHIP--CHIEF OF VOLUNTEER FIRE DEPARTMENT, FRANK S. KIMSEY,
 FC1931'TELEPHONE (615)658-5455.
 FC1931'
 FC1931'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 283 AND 27
 FC1931'IN POWELLS CROSSROADS GO NORTHEAST FOR 0.16 KM (0.1 MI) ON STATE
 FC1931'ROUTE 283 TO THE FIRE STATION AND THE STATION ON THE RIGHT.
 FC1931'
 FC1931'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.4 METERS
 FC1931'(11 FT).  THE LOGO CAP IS STAMPED---GPS 50 1987---, AND A RAILROAD
 FC1931'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1931'63.1 METERS (207 FT) EAST FROM THE CENTER OF STATE ROUTE 283,
 FC1931'58.5 METERS (192 FT) SOUTH FROM THE CENTER OF KETNER COVE ROAD,
 FC1931'31.4 METERS (103 FT) EAST FROM THE REAR WALL OF THE FIRE STATION,
 FC1931'0.37 METERS (1.2 FT) WEST FROM A FIBERGLASS WITNESS POST.
 FC1931
 FC1931                          STATION RECOVERY (1987)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (1989)
 FC1931
 FC1931'RECOVERED 1989
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (1990)
 FC1931
 FC1931'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FC1931'THE STATION IS LOCATED IN MARION COUNTY TENNESSEE ON PROPERTY OF
 FC1931'POWELLS CROSSROADS VOLUNTEER FIRE DEPARTMENT IN POWELLS CROSSROADS.
 FC1931'TO REACH THE STATION FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY 27
 FC1931'AND TENNESSEE STATE HIGHWAY 283 IN POWELLS CROSSROADS, DRIVE
 FC1931'NORTHEAST ON TENNESSEE STATE HIGHWAY 283 0.16 KM (0.10 MI) TO THE
 FC1931'POWELLS CROSSROADS VOLUNTEER FIRE DEPARTMENT BUILDING ON THE RIGHT
 FC1931'AND THE STATION BEHIND THE BUILDING.
 FC1931'THE STATION IS 63.1 M (207.0 FT) EAST OF THE CENTERLINE OF TENNESSEE
 FC1931'STATE HIGHWAY 283, 58.5 M (191.9 FT) SOUTH OF THE CENTER OF THE
 FC1931'KETNER COVE ROAD, 31.4 M (103.0 FT) EAST OF THE REAR WALL OF THE FIRE
 FC1931'DEPARTMENT BUILDING, 0.37 M (1.21 FT) WEST OF A CARSONITE WITNESS
 FC1931'POST, AND IS A STAINLESS STEEL ROD WITH A LOGO CAP.
 FC1931'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FC1931'MR. FRANK S. KIMSEY, CHIEF
 FC1931'POWELLS CROSSROADS VOLUNTEER FIRE DEPARTMENT
 FC1931'PHONE 615 - 658 - 5455.
 FC1931'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FC1931
 FC1931                          STATION RECOVERY (1993)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (1994)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CGS)
 FC1931'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTHWEST OF
 FC1931'CHATTANOOGA, 0.16 KM (0.10 MI) NORTHEAST OF THE JUNCTION OF STATE
 FC1931'ROUTE 283 AND 27, AT POWELLS CROSSROADS, IN A FIELD BEHIND THE
 FC1931'VOLUNTEER FIRE DEPARTMENT. OWNERSHIP--CHIEF OF VOLUNTEER FIRE
 FC1931'DEPARTMENT, FRANK S. KIMSEY, TELEPHONE--615-658-5455. TO REACH THE
 FC1931'STATION FROM THE JUNCTION OF STATE ROUTES 283 AND 27 IN POWELLS
 FC1931'CROSSROADS GO NORTHEAST FOR 0.16 KM (0.10 MI) ON STATE ROUTE 283 TO
 FC1931'THE FIRE STATION AND THE STATION ON THE RIGHT. THE STATION IS LOCATED
 FC1931'63.1 M (207.0 FT) EAST FROM THE CENTER OF STATE ROUTE 283, 58.5 M
 FC1931'(191.9 FT) SOUTH FROM THE CENTER OF KETNER COVE ROAD, 31.4 M (103.0
 FC1931'FT) EAST FROM THE REAR WALL OF THE FIRE STATION AND 0.37 M (1.21 FT)
 FC1931'WEST FROM A FIBERGLASS WITNESS POST.
 FC1931
 FC1931                          STATION RECOVERY (1995)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1931'RECOVERED AS DESCRIBED.
 FC1931
 FC1931                          STATION RECOVERY (2003)
 FC1931
 FC1931'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (2003)
 FC1931
 FC1931'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1931'RECOVERED AS DESCRIBED.
 FC1931
 FC1931                          STATION RECOVERY (2004)
 FC1931
 FC1931'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (WM)
 FC1931'RECOVERED AS DESCRIBED.
 FC1931
 FC1931                          STATION RECOVERY (2006)
 FC1931
 FC1931'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 FC1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1932 ***********************************************************************
 FC1932  CBN         -  This is a Cooperative Base Network Control Station.
 FC1932  DESIGNATION -  GPS 51
 FC1932  PID         -  FC1932
 FC1932  STATE/COUNTY-  TN/FRANKLIN
 FC1932  USGS QUAD   -  SEWANEE (1974)
 FC1932
 FC1932                         *CURRENT SURVEY CONTROL
 FC1932  ___________________________________________________________________
 FC1932* NAD 83(1995)-  35 12 20.04480(N)    085 53 52.52036(W)     ADJUSTED  
 FC1932* NAVD 88     -       593.03   (meters)    1945.6    (feet)  N HEIGHT  
 FC1932  ___________________________________________________________________
 FC1932  X           -     373,246.185 (meters)                     COMP
 FC1932  Y           -  -5,204,406.423 (meters)                     COMP
 FC1932  Z           -   3,656,850.518 (meters)                     COMP
 FC1932  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FC1932  ELLIP HEIGHT-         564.35  (meters)          (12/14/95) GPS OBS
 FC1932  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1932  DYNAMIC HT  -         592.42  (meters)    1943.6   (feet)  COMP
 FC1932  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 FC1932
 FC1932  HORZ ORDER  -  B
 FC1932  VERT ORDER  -  THIRD
 FC1932  ELLP ORDER  -  FIRST     CLASS II
 FC1932
 FC1932.This mark is at University Of The South Airport (UOS)
 FC1932
 FC1932.The horizontal coordinates were established by GPS observations
 FC1932.and adjusted by the National Geodetic Survey in December 1995..
 FC1932
 FC1932.The orthometric height was determined by differential leveling
 FC1932.and adjusted by the National Geodetic Survey in August 1996..
 FC1932.The height was determined by precise leveling from only one NSRS
 FC1932.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FC1932.allowed ONLY to validate the GPS-derived height.
 FC1932
 FC1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1932
 FC1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1932
 FC1932.The ellipsoidal height was determined by GPS observations
 FC1932.and is referenced to NAD 83.
 FC1932
 FC1932.The geoid height was determined by GEOID03.
 FC1932
 FC1932.The dynamic height is computed by dividing the NAVD 88
 FC1932.geopotential number by the normal gravity value computed on the
 FC1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1932.degrees latitude (g = 980.6199 gals.).
 FC1932
 FC1932.The modeled gravity was interpolated from observed gravity values.
 FC1932
 FC1932;                    North         East     Units Scale Factor Converg.
 FC1932;SPC TN       -    96,779.875   609,295.193   MT  1.00000814   +0 03 35.1
 FC1932;SPC TN       -   317,518.64  1,998,995.98   sFT  1.00000814   +0 03 35.1
 FC1932;UTM  16      - 3,896,396.412   600,316.347   MT  0.99972402   +0 38 07.5
 FC1932
 FC1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1932!SPC TN       -   0.99991143  x   1.00000814  =   0.99991956
 FC1932!UTM  16      -   0.99991143  x   0.99972402  =   0.99963547
 FC1932
 FC1932                          SUPERSEDED SURVEY CONTROL
 FC1932
 FC1932  NAD 83(1995)-  35 12 20.04664(N)    085 53 52.52211(W) AD(       ) B
 FC1932  ELLIP H (09/07/90)  564.29   (m)                       GP(       ) 4 1
 FC1932  NAVD 88 (12/14/95)  593.03   (m)         1945.6    (f) LEVELING    3  
 FC1932  NGVD 29 (??/??/??)  593.03   (m)         1945.6    (f) N HEIGHT    3  
 FC1932
 FC1932.Superseded values are not recommended for survey control.
 FC1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1932.See file dsdata.txt to determine how the superseded data were derived.
 FC1932
 FC1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0031696396(NAD 83)
 FC1932_MARKER: I = METAL ROD
 FC1932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1932_SP_SET: STAINLESS STEEL ROD
 FC1932_STAMPING: GPS 51 1987
 FC1932_MARK LOGO: NGS   
 FC1932_PROJECTION: FLUSH
 FC1932_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1932+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1995
 FC1932_ROD/PIPE-DEPTH: 2.4  meters
 FC1932_SLEEVE-DEPTH  : 0.9 meters
 FC1932
 FC1932  HISTORY     - Date     Condition        Report By
 FC1932  HISTORY     - 1987     MONUMENTED       NGS
 FC1932  HISTORY     - 1987     GOOD             NGS
 FC1932  HISTORY     - 19891102 GOOD
 FC1932  HISTORY     - 19900626 GOOD             ALHD
 FC1932  HISTORY     - 19910220 GOOD
 FC1932  HISTORY     - 19950612 GOOD             NGS
 FC1932  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FC1932
 FC1932                          STATION DESCRIPTION
 FC1932
 FC1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1932'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF MONTEAGLE,
 FC1932'1.6 KM (1 MI) EAST OF SEWANEE, ON THE SEWANEE/FRANKLIN COUNTY
 FC1932'AIRPORT,
 FC1932'0.16 KM (0.1 MI) EAST-SOUTHEAST OF THE ENTRANCE TO THE AIRPORT.
 FC1932'OWNERSHIP--CONTACT POLICE DEPARTMENT IF STATION WILL BE VISITED
 FC1932'AFTER DARK, TELEPHONE (615)598-1111.
 FC1932'
 FC1932'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND U.S.
 FC1932'HIGHWAYS 64 AND 41A GO WEST FOR 5.15 KM (3.2 MI) ON U.S. HIGHWAYS
 FC1932'64 AND 41A TO THE JUNCTION OF STATE ROUTE 156.
 FC1932'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.3 MI) ON STATE ROUTE 156 TO A
 FC1932'FORK.
 FC1932'FOLLOW THE RIGHT FORK AND GO WEST FOR 0.64 KM (0.4 MI) ON THE ROAD
 FC1932'TO THE AIRPORT AND THE STATION.
 FC1932'
 FC1932'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 METERS
 FC1932'(8 FT).  THE LOGO CAP IS STAMPED---GPS 51 1987---, AND A RAILROAD
 FC1932'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1932'84.4 METERS (277 FT) EAST-SOUTHEAST FROM THE EAST CORNER OF THE
 FC1932'AIRPORT OFFICE,
 FC1932'64.3 METERS (211 FT) SOUTH-SOUTHEAST FROM THE ROAD CENTER,
 FC1932'43.3 METERS (142 FT) EAST FROM A WIND TEE,
 FC1932'33.5 METERS (110 FT) NORTH-NORTHWEST FROM THE RUNWAY CENTERLINE AND
 FC1932'LEVEL WITH SAME,
 FC1932'0.3 METERS (1 FT) NORTHWEST FROM A WITNESS POST, AND AT THE INSIDE
 FC1932'CORNER OF A CURVE IN A DRAINAGE DITCH.
 FC1932
 FC1932                          STATION RECOVERY (1987)
 FC1932
 FC1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1932'RECOVERED IN GOOD CONDITION.
 FC1932
 FC1932                          STATION RECOVERY (1989)
 FC1932
 FC1932'RECOVERED 1989
 FC1932'RECOVERED IN GOOD CONDITION.
 FC1932
 FC1932                          STATION RECOVERY (1990)
 FC1932
 FC1932'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FC1932'THE STATION IS LOCATED IN FRANKLIN COUNTY, TENNESSEE ON THE
 FC1932'SEWANEE/FRANKLIN COUNTY AIRPORT, ABOUT 1.6 KM (1.0 MI) EAST OF
 FC1932'SEWANEE AND ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF MONTEAGLE.
 FC1932'TO REACH THE STATION FROM THE JUNCTION OF OF I - 24, U. S. 41A, AND U.
 FC1932'S. 64, DRIVE WEST ON U. S. 41A AND U. S. 64 5.15 KM (3.20 MI) TO THE
 FC1932'JUNCTION OF TENNESSEE STATE HIGHWAY 156, TURN LEFT ON TENNESSEE STATE
 FC1932'HIGHWAY 156 AND DRIVE SOUTH 0.48 KM (0.30 MI) TO A Y INTERSECTION,
 FC1932'BEAR RIGHT AND DRIVE WEST 0.64 KM (0.40 MI) TO THE AIRPORT AND THE
 FC1932'STATION.
 FC1932'THE STATION IS 84.4 M (276.9 FT) EAST - SOUTHEAST OF THE EAST CORNER
 FC1932'OF THE AIRPORT OFFICE BUILDING, 64.3 M (211.0 FT) SOUTH - SOUTHEAST
 FC1932'OF THE CENTER OF THE PAVED COUNTY ROAD (AIRPORT ROAD), 43.3 M
 FC1932'(142.1 FT) EAST OF A WIND DIRECTION INDICATOR, 33.5 M (109.9 FT)
 FC1932'NORTH - NORTHWEST OF THE CENTER OF THE RUNWAY, AT THE INSIDE CORNER OF
 FC1932'A CURVE IN A DRAINAGE DITCH, 0.30 M (0.98 FT) NORTHWEST OF A
 FC1932'CARSONITE WITNESS POSTAND IS A STAINLESS STEEL ROD DRIVEN 2.4 M
 FC1932'(7.9 FT) .
 FC1932'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 FC1932'MS. GLENDA J. HALL, OPERATOR
 FC1932'SEWANEE/FRANKLIN COUNTY AIRPORT
 FC1932'ROUTE 1, BOX 369
 FC1932'SEWANEE, TENNESSEE 37375
 FC1932'PHONE 615 - 598 - 5318 OR 615 - 598 - 0745
 FC1932'OR
 FC1932'NOTIFY
 FC1932'SEWANEE POLICE DEPARTMENT
 FC1932'PHONE 615 - 598 - 1111.
 FC1932'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FC1932
 FC1932                          STATION RECOVERY (1991)
 FC1932
 FC1932'RECOVERED 1991
 FC1932'RECOVERED IN GOOD CONDITION.
 FC1932
 FC1932                          STATION RECOVERY (1995)
 FC1932
 FC1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1932'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF MONTEAGLE,
 FC1932'1.6 KM (1.00 MI) EAST OF SEWANEE, ON THE SEWANEE/FRANKLIN COUNTY
 FC1932'AIRPORT, 0.16 KM (0.10 MI) EAST-SOUTHEAST OF THE ENTRANCE TO AIRPORT.
 FC1932'CONTACT POLICE DEPARTMENT, PHONE 615-598-1111 OR 598-5609, IF STATION
 FC1932'WILL BE VISITED AFTER DARK.  TO REACH THE STATION FROM THE JUNCTION OF
 FC1932'INTERSTATE HIGHWAY 24 AND U.S. HIGHWAYS 64 AND 41A, ABOUT 10 KM (6.20
 FC1932'MI) EAST-NORTHEAST OF SEWANEE, GO WEST FOR 5.15 KM (3.20 MI) ON U.S.
 FC1932'HIGHWAYS 64 AND 41A TO THE JUNCTION OF STATE ROUTE 156.  TURN LEFT AND
 FC1932'GO SOUTH FOR 0.48 KM (0.30 MI) ON STATE ROUTE 156 TO A FORK.  FOLLOW
 FC1932'THE RIGHT FORK AND GO WEST FOR 0.64 KM (0.40 MI) ON THE ROAD TO THE
 FC1932'AIRPORT AND THE STATION.  THE TOP OF ROD IS RECESSED 5 CM BELOW
 FC1932'GROUND.  LOCATED 84.4 M (276.9 FT) EAST-SOUTHEAST FROM THE EAST CORNER
 FC1932'OF THE AIRPORT OFFICE, 64.3 M (211.0 FT) SOUTH-SOUTHEAST FROM THE ROAD
 FC1932'CENTER, 43.3 M (142.1 FT) EAST FROM THE CENTER OF CONCRETE BASE FOR
 FC1932'WIND TEE (WIND TEE HAS BEEN REMOVED), 33.5 M (109.9 FT)
 FC1932'NORTH-NORTHWEST FROM THE RUNWAY CENTERLINE, 0.3 M (1.0 FT) NORTHWEST
 FC1932'OF A WITNESS POST, LEVEL WITH RUNWAY AND AT THE INSIDE OF CURVE IN
 FC1932'DRAINAGE DITCH.  A STEEL SPIKE IS SET IN CONCRETE.
 FC1932
 FC1932                          STATION RECOVERY (1999)
 FC1932
 FC1932'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FC1932'THIS MONUMENT WAS DESTROYED DUE TO CONSTRUCTION.  A NEW MONUMENT WAS
 FC1932'SET AS GPS 51 RESET IN 1997.  GPS 51 RESET IS NOT IN THE NGS DATA
 FC1932'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7694 ***********************************************************************
 DG7694  CBN         -  This is a Cooperative Base Network Control Station.
 DG7694  DESIGNATION -  GPS 51 RESET
 DG7694  PID         -  DG7694
 DG7694  STATE/COUNTY-  TN/FRANKLIN
 DG7694  USGS QUAD   -  SEWANEE (1974)
 DG7694
 DG7694                         *CURRENT SURVEY CONTROL
 DG7694  ___________________________________________________________________
 DG7694* NAD 83(1995)-  35 12 18.47519(N)    085 53 51.36598(W)     ADJUSTED  
 DG7694* NAVD 88     -       592.1    (meters)    1943.     (feet)  GPS OBS   
 DG7694  ___________________________________________________________________
 DG7694  X           -     373,277.246 (meters)                     COMP
 DG7694  Y           -  -5,204,431.296 (meters)                     COMP
 DG7694  Z           -   3,656,810.385 (meters)                     COMP
 DG7694  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DG7694  ELLIP HEIGHT-         563.30  (meters)          (08/03/04) GPS OBS
 DG7694  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG7694
 DG7694  HORZ ORDER  -  A
 DG7694  ELLP ORDER  -  FOURTH    CLASS I
 DG7694
 DG7694.The horizontal coordinates were established by GPS observations
 DG7694.and adjusted by the National Geodetic Survey in August 2004..
 DG7694
 DG7694.The orthometric height was determined by GPS observations and a
 DG7694.high-resolution geoid model.
 DG7694
 DG7694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7694
 DG7694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7694
 DG7694.The ellipsoidal height was determined by GPS observations
 DG7694.and is referenced to NAD 83.
 DG7694
 DG7694.The geoid height was determined by GEOID03.
 DG7694
 DG7694;                    North         East     Units Scale Factor Converg.
 DG7694;SPC TN       -    96,731.533   609,324.443   MT  1.00000822   +0 03 35.8
 DG7694;SPC TN       -   317,360.04  1,999,091.94   sFT  1.00000822   +0 03 35.8
 DG7694;UTM  16      - 3,896,348.381   600,346.073   MT  0.99972409   +0 38 08.1
 DG7694
 DG7694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7694!SPC TN       -   0.99991159  x   1.00000822  =   0.99991981
 DG7694!UTM  16      -   0.99991159  x   0.99972409  =   0.99963570
 DG7694
 DG7694                          SUPERSEDED SURVEY CONTROL
 DG7694
 DG7694.No superseded survey control is available for this station.
 DG7694
 DG7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0034696348(NAD 83)
 DG7694_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7694_SETTING: 0 = UNSPECIFIED SETTING
 DG7694_SP_SET: ATOP REBAR SET IN CONCRETE
 DG7694_STAMPING: GPS 51 RESET
 DG7694_MARK LOGO: TNDT  
 DG7694_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7694+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7694
 DG7694  HISTORY     - Date     Condition        Report By
 DG7694  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7694
 DG7694                          STATION DESCRIPTION
 DG7694
 DG7694'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7694'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF MONTEAGLE, 1.6
 DG7694'KM (1 MI) EAST OF SEWANEE, ON THE SEWANEE/FRANKLIN COUNTY AIRPORT,
 DG7694'0.16 KM (0.1 MI) EAST SOUTHEAST OF THE ENTRANCE TO THE AIRPORT.
 DG7694'OWNERSHIP--AIRPORT MANAGER DAN BACKLUND (615) 598-1910.  CONTACT
 DG7694'POLICE DEPARTMENT IF STATION WILL BE VISITED AFTER DARK, TELEPHONE
 DG7694'(615) 598-1111.
 DG7694' 
 DG7694'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND US
 DG7694'HIGHWAYS 64 AND 41A GO WEST FOR 5.15 KM (3.2 MI) ON US HIGHWAYS 64 AND
 DG7694'41A TO THE JUNCTION OF STATE ROUTE 156.  TURN LEFT AND GO SOUTH FOR
 DG7694'0.48 KM (0.3 MI) ON STATE ROUTE 156 TO A FORK.  FOLLOW THE RIGHT FORK
 DG7694'AND GO WEST FOR 0.64 KM (0.4 MI) ON THE ROAD TO THE AIRPORT AND THE
 DG7694'STATION ON LEFT.
 DG7694' 
 DG7694'THE STATION IS A 3-D MARK WITH ALUMINUM DISK STAMPED--GPS 51 RESET--,
 DG7694'ATOP 5/8 INCH REBAR DRIVEN 1.5 METERS (5 FT) SET IN CONCRETE.  LOCATED
 DG7694'0.50 METERS (1.6 FT) NORTHWEST OF ITS CARSONITE WITNESS POST, 15.30
 DG7694'METERS (50.2 FT) SOUTHEAST OF THE EDGE OF THE ASPHALT RUNWAY.  14.00
 DG7694'METERS (45.9 FT) SOUTHEAST OF THE WHITE LIGHT ON RUNWAY, 140.50 METERS
 DG7694'(461.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE AIRPORT OFFICE
 DG7694'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1652 ***********************************************************************
 FD1652  CBN         -  This is a Cooperative Base Network Control Station.
 FD1652  DESIGNATION -  GPS 52
 FD1652  PID         -  FD1652
 FD1652  STATE/COUNTY-  TN/MOORE
 FD1652  USGS QUAD   -  MULBERRY (1972)
 FD1652
 FD1652                         *CURRENT SURVEY CONTROL
 FD1652  ___________________________________________________________________
 FD1652* NAD 83(1995)-  35 14 28.42030(N)    086 24 38.98606(W)     ADJUSTED  
 FD1652* NAVD 88     -       229.64   (meters)     753.4    (feet)  LEVELING  
 FD1652  ___________________________________________________________________
 FD1652  X           -     326,481.014 (meters)                     COMP
 FD1652  Y           -  -5,204,965.713 (meters)                     COMP
 FD1652  Z           -   3,659,873.303 (meters)                     COMP
 FD1652  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FD1652  ELLIP HEIGHT-         201.42  (meters)          (08/29/05) GPS OBS
 FD1652  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FD1652
 FD1652  HORZ ORDER  -  B
 FD1652  VERT ORDER  -  THIRD ?
 FD1652  ELLP ORDER  -  FOURTH    CLASS I
 FD1652
 FD1652.The horizontal coordinates were established by GPS observations
 FD1652.and adjusted by the National Geodetic Survey in December 1995..
 FD1652
 FD1652.The orthometric height was determined by differential leveling.
 FD1652.The vertical network tie was performed by a horz. field party for horz.
 FD1652.obs reductions. Reset procedures were used to establish the elevation.
 FD1652
 FD1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1652
 FD1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1652
 FD1652.The ellipsoidal height was determined by GPS observations
 FD1652.and is referenced to NAD 83.
 FD1652
 FD1652.The geoid height was determined by GEOID03.
 FD1652
 FD1652;                    North         East     Units Scale Factor Converg.
 FD1652;SPC TN       -   100,809.803   562,606.579   MT  1.00000156   -0 14 25.9
 FD1652;SPC TN       -   330,740.16  1,845,818.42   sFT  1.00000156   -0 14 25.9
 FD1652;UTM  16      - 3,899,953.885   553,604.847   MT  0.99963541   +0 20 23.9
 FD1652
 FD1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1652!SPC TN       -   0.99996839  x   1.00000156  =   0.99996995
 FD1652!UTM  16      -   0.99996839  x   0.99963541  =   0.99960381
 FD1652
 FD1652                          SUPERSEDED SURVEY CONTROL
 FD1652
 FD1652  ELLIP H (08/03/04)  201.32   (m)                       GP(       ) 4 1
 FD1652  ELLIP H (12/14/95)  201.40   (m)                       GP(       ) 1 2
 FD1652  NAD 83(1995)-  35 14 28.42169(N)    086 24 38.98711(W) AD(       ) B
 FD1652  ELLIP H (09/07/90)  201.39   (m)                       GP(       ) 4 1
 FD1652  NGVD 29 (12/04/92)  229.6    (m)          753.     (f) GPS OBS        
 FD1652
 FD1652.Superseded values are not recommended for survey control.
 FD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1652.See file dsdata.txt to determine how the superseded data were derived.
 FD1652
 FD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5360599954(NAD 83)
 FD1652_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1652_SETTING: 66 = SET IN ROCK OUTCROP
 FD1652_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1652_STAMPING: GPS 52 1987
 FD1652_MARK LOGO: NGS   
 FD1652_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1652+STABILITY: POSITION/ELEVATION WELL
 FD1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1652+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 FD1652
 FD1652  HISTORY     - Date     Condition        Report By
 FD1652  HISTORY     - 1987     MONUMENTED       NGS
 FD1652  HISTORY     - 1987     GOOD             NGS
 FD1652  HISTORY     - 19891102 GOOD
 FD1652  HISTORY     - 19900626 GOOD             ALHD
 FD1652  HISTORY     - 19910205 GOOD
 FD1652  HISTORY     - 19920113 GOOD             NGS
 FD1652  HISTORY     - 19950612 GOOD             NGS
 FD1652  HISTORY     - 20031010 GOOD             TNDT
 FD1652  HISTORY     - 20040622 GOOD             TNDT
 FD1652
 FD1652                          STATION DESCRIPTION
 FD1652
 FD1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1652'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 FD1652'NORTHEAST OF FAYETTEVILLE,
 FD1652'6.4 KM (4 MI) SOUTHWEST OF LYNCHBURG, ON THE SOUTHEAST SIDE OF
 FD1652'STATE ROUTE 50 IN A LARGE FLAT BEDROCK OUTCROP ON THE ROAD
 FD1652'RIGHT-OF-WAY.
 FD1652'OWNERSHIP--STATE RIGHT-OF-WAY.
 FD1652'
 FD1652'TO REACH THE STATION FROM THE JACK DANIELS DISTILLERY (VISITORS
 FD1652'ENTRANCE) ON STATE ROUTE 55 IN LYNCHBURG GO SOUTHWEST FOR
 FD1652'2.7 KM (1.7 MI) ON STATE ROUTE 55 TO THE JUNCTION OF STATE ROUTE
 FD1652'50.  CONTINUE STRAIGHT AHEAD, NOW ON STATE ROUTE 50, AND GO
 FD1652'SOUTHWEST FOR 2.25 KM (1.4 MI) TO A TENNESSEE DEPARTMENT OF
 FD1652'TRANSPORTATION GARAGE.
 FD1652'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 FD1652'1.21 KM (0.75 MI) ON STATE ROUTE 50 TO THE STATION ON THE LEFT,
 FD1652'1.13 KM (0.7 MI) NORTHEAST OF THE MOORE/LINCOLN COUNTY LINE.
 FD1652'
 FD1652'THE STATION IS A STANDARD NGS DISK
 FD1652'STAMPED---GPS 52 1987---,
 FD1652'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 4.6 METERS (15
 FD1652'FT) BY 2.4 METERS (8 FT) FLUSH WITH GROUND.  LOCATED
 FD1652'46.3 METERS (152 FT) SOUTH AND ACROSS THE ROAD FROM A POWER POLE
 FD1652'WITH ONE GUY WIRE,
 FD1652'7.9 METERS (26 FT) WEST-NORTHWEST FROM THE SOUTHEAST RIGHT-OF-WAY
 FD1652'FENCE,
 FD1652'7.53 METERS (24.7 FT) EAST-SOUTHEAST FROM THE CENTER OF STATE ROUTE
 FD1652'50 AND 0.3 METERS (1 FT) ABOVE THE SAME,
 FD1652'1.19 METERS (3.9 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 FD1652
 FD1652                          STATION RECOVERY (1987)
 FD1652
 FD1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1652'RECOVERED IN GOOD CONDITION.
 FD1652
 FD1652                          STATION RECOVERY (1989)
 FD1652
 FD1652'RECOVERED 1989
 FD1652'RECOVERED IN GOOD CONDITION.
 FD1652
 FD1652                          STATION RECOVERY (1990)
 FD1652
 FD1652'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FD1652'THE STATION IS LOCATED IN MOORE COUNTY TENNESSEE ON THE EAST RIGHT OF
 FD1652'WAY OF TENNESSEE STATE HIGHWAY 50, ABOUT 6.4 KM (4.0 MI) SOUTHWEST OF
 FD1652'LYNCHBURG AND ABOUT 17.7 KM (11.0 MI) NORTHEAST OF FAYETTEVILLE.
 FD1652'TO REACH THE STATION FROM THE JUNCTION OF U. S. 64 AND TENNESSEE STATE
 FD1652'HIGHWAY 50, MILE POST 13.45 ON TENNESSEE STATE HIGHWAY 50, ON THE
 FD1652'EAST SIDE OF FAYETTEVILLE, DRIVE NORTHEAST ON TENNESSEE STATE HIGHWAY
 FD1652'50 FOR 13.76 KM (8.55 MI) TO THE LINCOLN - MOORE COUNTY LINE,
 FD1652'CONTINUE NORTHEAST ON TENNESSEE STATE HIGHWAY 50 FOR 1.13 KM
 FD1652'(0.70 MI) TO THE STATION ON THE RIGHT.
 FD1652'THE STATION IS 46.3 M (151.9 FT) SOUTH OF A POWER POLE WITH ONE GUY
 FD1652'WIRE ACROSS TENNESSEE STATE HIGHWAY 50, 7.9 M (25.9 FT) WEST -
 FD1652'SOUTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 7.53 M (24.70 FT) EAST
 FD1652'- SOUTHEAST OF THE CENTERLINE OF TENNESSEE STATE HIGHWAY 50, 1.19 M
 FD1652'(3.90 FT) EAST - SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 FD1652'IN A DRILLED HOLE IN THE TOP OF A ROCK OUTCROP MEASURING 4.6 M
 FD1652'(15.1 FT) BY 2.4 M (7.9 FT) .
 FD1652
 FD1652                          STATION RECOVERY (1991)
 FD1652
 FD1652'RECOVERED 1991
 FD1652'RECOVERED IN GOOD CONDITION.
 FD1652
 FD1652                          STATION RECOVERY (1992)
 FD1652
 FD1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FD1652'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTHEAST OF
 FD1652'FAYETTEVILLE, 6.4 KM (4.0 MI) SOUTHWEST OF LYNCHBURG, 1.13 KM
 FD1652'(0.70 MI) NORTHEAST OF THE MOORE/LINCOLN COUNTY LINE ON THE SOUTHEAST
 FD1652'SIDE OF STATE ROUTE 50 IN A LARGE FLAT BEDROCK OUTCROP ON THE ROAD
 FD1652'RIGHT-OF-WAY.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 FD1652'TO REACH THE STATION FROM THE VISITORS ENTRANCE OF THE JACK DANIELS
 FD1652'DISTILLERY ON STATE ROUTE 55 IN LYNCHBURG, GO SOUTHWEST ON STATE
 FD1652'ROUTE 55 FOR 2.7 KM (1.7 MI) TO THE JUNCTION OF STATE ROUTE 50.
 FD1652'CONTINUE STRAIGHT AHEAD, NOW ON STATE ROUTE 50, AND GO SOUTHWEST FOR
 FD1652'2.25 KM (1.40 MI) TO A TENNESSEE DEPARTMENT OF TRANSPORTATION GARAGE.
 FD1652'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST ON STATE ROUTE 50 FOR 1.21
 FD1652'KM (0.75 MI) TO THE STATION ON THE LEFT.
 FD1652'THE STATION IS LOCATED 46.3 M (151.9 FT) SOUTH AND ACROSS THE ROAD
 FD1652'FROM A POWER POLE WITH ONE GUY WIRE, 7.9 M (25.9 FT) WEST-NORTHWEST
 FD1652'FROM THE SOUTHEAST RIGHT-OF-WAY FENCE, 7.53 M (24.70 FT)
 FD1652'EAST-SOUTHEAST FROM THE CENTER OF STATE ROUTE 50 AND 0.3 M (1.0 FT)
 FD1652'ABOVE ROAD, AND 1.19 M (3.90 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 FD1652'NOTE--THE STATION IS SET IN A BEDROCK OUTCROP THAT MEASURES 4.6 M
 FD1652'(15.1 FT) X 2.4 M (7.9 FT) AND IS FLUSH WITH THE GROUND.
 FD1652
 FD1652                          STATION RECOVERY (1995)
 FD1652
 FD1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1652'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHEAST OF
 FD1652'FAYETTEVILLE, 6.4 KM (3.95 MI) SOUTHWEST OF LYNCHBURG, ON THE
 FD1652'SOUTHEAST SIDE OF STATE ROUTE 50, IN A LARGE FLAT BEDROCK OUTCROP ON
 FD1652'THE ROAD RIGHT-OF-WAY.  OWNERSHIP--TENNESSEE DEPARTMENT OF
 FD1652'TRANSPORTATION.  TO REACH THE STATION FROM THE JACK DANIELS DISTILLERY
 FD1652'(VISITORS ENTRANCE) ON STATE ROUTE 55 IN LYNCHBURG, GO SOUTHWEST FOR
 FD1652'2.7 KM (1.65 MI) ON STATE ROUTE 55 TO THE JUNCTION OF STATE ROUTE 50.
 FD1652'CONTINUE STRAIGHT AHEAD, NOW ON STATE ROUTE 50, AND GO SOUTHWEST FOR
 FD1652'2.25 KM (1.40 MI) TO A TENNESSEE DEPARTMENT OF TRANSPORTATION GARAGE.
 FD1652'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) ON
 FD1652'STATE ROUTE 50 TO THE STATION ON THE LEFT, 1.13 KM (0.70 MI) NORTHEAST
 FD1652'OF THE MOORE/LINCOLN COUNTY LINE.  THE STATION IS SET INTO A DRILL
 FD1652'HOLE IN ROCK OUTCROP MEASURING 4.6 M (15.1 FT) BY 2.4 M (7.9 FT) FLUSH
 FD1652'WITH THE GROUND.  LOCATED 46.3 M (151.9 FT) SOUTH AND ACROSS THE ROAD
 FD1652'FROM A POWER POLE WITH ONE GUY WIRE, 7.9 M (25.9 FT) WEST-NORTHWEST
 FD1652'FROM THE SOUTHEAST RIGHT-OF-WAY FENCE, 7.53 M (24.70 FT)
 FD1652'EAST-SOUTHEAST FROM THE CENTER OF STATE ROUTE 50 AND 0.3 M (1.0 FT)
 FD1652'ABOVE THE SAME, 1.19 M (3.90 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 FD1652
 FD1652                          STATION RECOVERY (2003)
 FD1652
 FD1652'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1652'RECOVERED AS DESCRIBED.
 FD1652
 FD1652                          STATION RECOVERY (2004)
 FD1652
 FD1652'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (CEF)
 FD1652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1653 ***********************************************************************
 FD1653  CBN         -  This is a Cooperative Base Network Control Station.
 FD1653  DESIGNATION -  GPS 53
 FD1653  PID         -  FD1653
 FD1653  STATE/COUNTY-  TN/GILES
 FD1653  USGS QUAD   -  FRANKEWING (1982)
 FD1653
 FD1653                         *CURRENT SURVEY CONTROL
 FD1653  ___________________________________________________________________
 FD1653* NAD 83(1995)-  35 11 36.35019(N)    086 52 12.66117(W)     ADJUSTED  
 FD1653* NAVD 88     -       235.36   (meters)     772.2    (feet)  N HEIGHT  
 FD1653  ___________________________________________________________________
 FD1653  X           -     284,908.742 (meters)                     COMP
 FD1653  Y           -  -5,210,474.579 (meters)                     COMP
 FD1653  Z           -   3,655,544.511 (meters)                     COMP
 FD1653  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FD1653  ELLIP HEIGHT-         207.69  (meters)          (12/14/95) GPS OBS
 FD1653  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1653  DYNAMIC HT  -         235.14  (meters)     771.5   (feet)  COMP
 FD1653  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FD1653
 FD1653  HORZ ORDER  -  B
 FD1653  VERT ORDER  -  THIRD
 FD1653  ELLP ORDER  -  FIRST     CLASS II
 FD1653
 FD1653.The horizontal coordinates were established by GPS observations
 FD1653.and adjusted by the National Geodetic Survey in December 1995..
 FD1653
 FD1653.The orthometric height was determined by differential leveling
 FD1653.and adjusted by the National Geodetic Survey in August 1996..
 FD1653.The height was determined by precise leveling from only one NSRS
 FD1653.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FD1653.allowed ONLY to validate the GPS-derived height.
 FD1653
 FD1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1653
 FD1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1653
 FD1653.The ellipsoidal height was determined by GPS observations
 FD1653.and is referenced to NAD 83.
 FD1653
 FD1653.The geoid height was determined by GEOID03.
 FD1653
 FD1653.The dynamic height is computed by dividing the NAVD 88
 FD1653.geopotential number by the normal gravity value computed on the
 FD1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1653.degrees latitude (g = 980.6199 gals.).
 FD1653
 FD1653.The modeled gravity was interpolated from observed gravity values.
 FD1653
 FD1653;                    North         East     Units Scale Factor Converg.
 FD1653;SPC TN       -    95,780.765   520,750.132   MT  1.00001046   -0 30 34.0
 FD1653;SPC TN       -   314,240.73  1,708,494.39   sFT  1.00001046   -0 30 34.0
 FD1653;UTM  16      - 3,894,501.842   511,818.015   MT  0.99960172   +0 04 29.3
 FD1653
 FD1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1653!SPC TN       -   0.99996740  x   1.00001046  =   0.99997786
 FD1653!UTM  16      -   0.99996740  x   0.99960172  =   0.99956913
 FD1653
 FD1653                          SUPERSEDED SURVEY CONTROL
 FD1653
 FD1653  NAD 83(1995)-  35 11 36.35133(N)    086 52 12.66181(W) AD(       ) B
 FD1653  ELLIP H (09/07/90)  207.67   (m)                       GP(       ) 4 1
 FD1653  NAVD 88 (12/14/95)  235.36   (m)          772.2    (f) LEVELING    3  
 FD1653  NGVD 29 (??/??/??)  235.34   (m)          772.1    (f) N HEIGHT    3  
 FD1653
 FD1653.Superseded values are not recommended for survey control.
 FD1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1653.See file dsdata.txt to determine how the superseded data were derived.
 FD1653
 FD1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1181894502(NAD 83)
 FD1653_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1653_SETTING: 66 = SET IN ROCK OUTCROP
 FD1653_SP_SET: IN A DRILL HOLE IN BEDROCK
 FD1653_STAMPING: GPS 53 1987
 FD1653_MARK LOGO: NGS   
 FD1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1653+STABILITY: POSITION/ELEVATION WELL
 FD1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1653+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 FD1653
 FD1653  HISTORY     - Date     Condition        Report By
 FD1653  HISTORY     - 1987     MONUMENTED       NGS
 FD1653  HISTORY     - 1987     GOOD             NGS
 FD1653  HISTORY     - 19890724 GOOD
 FD1653  HISTORY     - 19920204 GOOD             ALHD
 FD1653  HISTORY     - 19950614 GOOD             NGS
 FD1653  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD1653
 FD1653                          STATION DESCRIPTION
 FD1653
 FD1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1653'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 FD1653'EAST OF PULASKI, AT THE JUNCTION OF INTERSTATE 65 AND U.S. HIGHWAY
 FD1653'64.
 FD1653'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 FD1653'
 FD1653'THE STATION IS LOCATED AT THE INTERSECTION OF INTERSTATE 65 AND
 FD1653'U.S. HIGHWAY 64 ABOUT 16.1 KM (10 MI) EAST OF PULASKI.
 FD1653'
 FD1653'THE STATION IS A STANDARD NGS DISK
 FD1653'STAMPED---GPS 53 1987---,
 FD1653'SET INTO A DRILL HOLE IN BEDROCK OUTCROP LEVEL WITH GROUND.  LOCATED
 FD1653'46.6 METERS (153 FT) EAST FROM THE CENTER OF NORTHBOUND INTERSTATE
 FD1653'65,
 FD1653'35.6 METERS (117 FT) WEST FROM THE CENTER OF THE JUNCTION OF THE
 FD1653'NORTHBOUND ENTRANCE RAMP AND U.S. HIGHWAY 64,
 FD1653'12.04 METERS (39.5 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 64 AND
 FD1653'0.3 METERS (1 FT) ABOVE SAME,
 FD1653'11.6 METERS (38 FT) WEST FROM A UTILITY POLE WITH TWO GUY WIRES,
 FD1653'0.49 METERS (1.6 FT) NORTHWEST FROM A STEEL WITNESS POST.
 FD1653
 FD1653                          STATION RECOVERY (1987)
 FD1653
 FD1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1653'RECOVERED IN GOOD CONDITION.
 FD1653
 FD1653                          STATION RECOVERY (1989)
 FD1653
 FD1653'RECOVERED 1989
 FD1653'RECOVERED IN GOOD CONDITION.
 FD1653
 FD1653                          STATION RECOVERY (1992)
 FD1653
 FD1653'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 FD1653'THE STATION IS LOCATED IN GILES COUNTY TENNESSEE IN THE I-65 AND U.S.
 FD1653'64 INTERCHANGE (EXIT 14 ON I-65), ABOUT 10 MI (16.1 KM) EAST OF
 FD1653'PULASKI. HIGHWAY CONSTRUCTION IS BEGINNING IN THIS AREA.
 FD1653'TO REACH THE STATION FROM THE ALABAMA-TENNESSEE STATE LINE ON I-65
 FD1653'(ALABAMA MILE POST 366.70 AND TENNESSEE MILE POST 0), DRIVE NORTH FOR
 FD1653'13.85 MI (22.29 KM) TO THE EXIT RAMP OF EXIT 14, BEAR RIGHT ON THE
 FD1653'EXIT RAMP AND CONTINUE NORTH FOR 0.10 MI (0.16 KM) TO U.S. 64 LEFT
 FD1653'AND RIGHT, TURN LEFT ON U.S. 64 AND DRIVE WEST APPROXIMATELY 100 FT
 FD1653'(30.5 M) TO THE STATION ON THE RIGHT.
 FD1653'THE STATION IS 38.0 FT (11.6 M) WEST OF A TELEPHONE CABLE POLE, 39.5
 FD1653'FT (12.0 M) NORTH OF THE CENTERLINE OF U.S. 64, 117.0 FT (35.7 M)
 FD1653'WEST OF THE JUNCTION OF THE NORTHBOUND ENTRANCE RAMP AND U.S. 64,
 FD1653'153.O FT EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF I-65, 1.6
 FD1653'FT (0.5 M) NORTHWEST OF A METAL WITNESS POST, AND SET IN A DRILLED
 FD1653'HOLE IN BEDROCK.
 FD1653
 FD1653                          STATION RECOVERY (1995)
 FD1653
 FD1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1653'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF PULASKI, AT
 FD1653'THE JUNCTION OF INTERSTATE HIGHWAY 65 AND U.S. HIGHWAY 64/STATE ROUTE
 FD1653'15.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  THE STATION IS SET INTO A DRILL
 FD1653'HOLE IN ROCK OUTCROP LEVEL WITH THE GROUND.  LOCATED 46.6 M (152.9 FT)
 FD1653'EAST FROM THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 65,
 FD1653'35.6 M (116.8 FT) WEST FROM THE CENTER OF THE JUNCTION OF THE
 FD1653'NORTHBOUND ENTRANCE RAMP AND U.S. HIGHWAY 64, 12.04 M (39.50 FT) NORTH
 FD1653'FROM THE CENTER OF U.S. HIGHWAY 64, 11.6 M (38.1 FT) WEST FROM A
 FD1653'UTILITY POLE WITH TWO GUY WIRES, 0.49 M (1.61 FT) NORTHWEST FROM A
 FD1653'STEEL WITNESS POST AND 0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY.
 FD1653
 FD1653                          STATION RECOVERY (2001)
 FD1653
 FD1653'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1653'STATION DEFINITELY DESTROYED BY TN DOT CONTRACTOR DURING REPLACEMENT
 FD1653'OF NEARBY BRIDGE. GPS 53 RESET WAS ESTABLISHED ABOUT 1 MILE NORTH ON
 FD1653'I-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7695 ***********************************************************************
 DG7695  CBN         -  This is a Cooperative Base Network Control Station.
 DG7695  DESIGNATION -  GPS 53 RESET
 DG7695  PID         -  DG7695
 DG7695  STATE/COUNTY-  TN/GILES
 DG7695  USGS QUAD   -  TARPLEY (1982)
 DG7695
 DG7695                         *CURRENT SURVEY CONTROL
 DG7695  ___________________________________________________________________
 DG7695* NAD 83(1995)-  35 12 30.96640(N)    086 52 37.98482(W)     ADJUSTED  
 DG7695* NAVD 88     -       228.5    (meters)     750.     (feet)  GPS OBS   
 DG7695  ___________________________________________________________________
 DG7695  X           -     284,215.876 (meters)                     COMP
 DG7695  Y           -  -5,209,535.107 (meters)                     COMP
 DG7695  Z           -   3,656,915.982 (meters)                     COMP
 DG7695  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG7695  ELLIP HEIGHT-         200.86  (meters)          (08/03/04) GPS OBS
 DG7695  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG7695
 DG7695  HORZ ORDER  -  A
 DG7695  ELLP ORDER  -  FOURTH    CLASS I
 DG7695
 DG7695.The horizontal coordinates were established by GPS observations
 DG7695.and adjusted by the National Geodetic Survey in August 2004..
 DG7695
 DG7695.The orthometric height was determined by GPS observations and a
 DG7695.high-resolution geoid model.
 DG7695
 DG7695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7695
 DG7695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7695
 DG7695.The ellipsoidal height was determined by GPS observations
 DG7695.and is referenced to NAD 83.
 DG7695
 DG7695.The geoid height was determined by GEOID03.
 DG7695
 DG7695;                    North         East     Units Scale Factor Converg.
 DG7695;SPC TN       -    97,469.586   520,124.599   MT  1.00000756   -0 30 48.8
 DG7695;SPC TN       -   319,781.47  1,706,442.12   sFT  1.00000756   -0 30 48.8
 DG7695;UTM  16      - 3,896,183.511   511,175.555   MT  0.99960154   +0 04 14.8
 DG7695
 DG7695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7695!SPC TN       -   0.99996847  x   1.00000756  =   0.99997603
 DG7695!UTM  16      -   0.99996847  x   0.99960154  =   0.99957003
 DG7695
 DG7695                          SUPERSEDED SURVEY CONTROL
 DG7695
 DG7695.No superseded survey control is available for this station.
 DG7695
 DG7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1117696184(NAD 83)
 DG7695_MARKER: DD = SURVEY DISK
 DG7695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7695_STAMPING: GPS 53 RESET
 DG7695_MARK LOGO: TNDT  
 DG7695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7695+STABILITY: SURFACE MOTION
 DG7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7695+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DG7695
 DG7695  HISTORY     - Date     Condition        Report By
 DG7695  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7695  HISTORY     - 20050720 GOOD             JCLS
 DG7695
 DG7695                          STATION DESCRIPTION
 DG7695
 DG7695'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7695'STANDARD 3 1/2 INCH ALUMINUM TDOT SURVEY MARKER DISK SET IN A 12-INCH
 DG7695'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED GPS 53
 DG7695'RESET 2001.   BEGINNING AT THE I-65 INTERCHANGE WITH US 64 (S.R. 15)
 DG7695'(INTERCHANGE 14), GO NORTHERLY ON I-65 FOR 1.1 MILE TO THE STATION ON
 DG7695'THE RIGHT. IT IS 119 FT WNW OF A METAL SIGN (UNDERGROUND CABLE
 DG7695'WARNING), 61 FT SSE OF A 6-INCH CEDAR TREE AT THE RIGHT-OF-WAY FENCE,
 DG7695'60 FT ENE OF THE EDGE OF PAVEMENT (FOG LINE) OF THE NORTHBOUND LANES
 DG7695'OF I-65, AND 34.0 FT WSW OF AN ORANGE WITNESS POST AT THE FENCE.
 DG7695
 DG7695                          STATION RECOVERY (2005)
 DG7695
 DG7695'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DG7695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1654 ***********************************************************************
 FD1654  CBN         -  This is a Cooperative Base Network Control Station.
 FD1654  PACS        -  This is a Primary Airport Control Station.
 FD1654  DESIGNATION -  GPS 54
 FD1654  PID         -  FD1654
 FD1654  STATE/COUNTY-  TN/LAWRENCE
 FD1654  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1654
 FD1654                         *CURRENT SURVEY CONTROL
 FD1654  ___________________________________________________________________
 FD1654* NAD 83(1995)-  35 14 04.78742(N)    087 15 35.36870(W)     ADJUSTED  
 FD1654* NAVD 88     -       285.03   (meters)     935.1    (feet)  GPS OBS   
 FD1654  ___________________________________________________________________
 FD1654  X           -     249,344.332 (meters)                     COMP
 FD1654  Y           -  -5,209,697.264 (meters)                     COMP
 FD1654  Z           -   3,659,310.710 (meters)                     COMP
 FD1654  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1654  ELLIP HEIGHT-         257.39  (meters)          (12/14/95) GPS OBS
 FD1654  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1654
 FD1654  HORZ ORDER  -  B
 FD1654  ELLP ORDER  -  FIRST     CLASS II
 FD1654
 FD1654.This mark is at Lawrenceburg Airport (2M2)
 FD1654
 FD1654.The horizontal coordinates were established by GPS observations
 FD1654.and adjusted by the National Geodetic Survey in December 1995..
 FD1654
 FD1654.The orthometric height was determined by GPS observations and a
 FD1654.high-resolution geoid model.
 FD1654
 FD1654.GPS derived orthometric heights for airport stations designated as
 FD1654.PACS or SACS are published to 2 decimal places.  This maintains
 FD1654.centimeter relative accuracy between the PACS and SACS.  It does
 FD1654.not indicate centimeter accuracy relative to other marks which are
 FD1654.part of the NAVD 88 network.
 FD1654
 FD1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1654
 FD1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1654
 FD1654.The ellipsoidal height was determined by GPS observations
 FD1654.and is referenced to NAD 83.
 FD1654
 FD1654.The geoid height was determined by GEOID03.
 FD1654
 FD1654;                    North         East     Units Scale Factor Converg.
 FD1654;SPC TN       -   100,741.095   485,325.066   MT  1.00000274   -0 44 15.2
 FD1654;SPC TN       -   330,514.74  1,592,270.65   sFT  1.00000274   -0 44 15.2
 FD1654;UTM  16      - 3,899,097.749   476,358.431   MT  0.99960689   -0 08 59.6
 FD1654
 FD1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1654!SPC TN       -   0.99995960  x   1.00000274  =   0.99996234
 FD1654!UTM  16      -   0.99995960  x   0.99960689  =   0.99956651
 FD1654
 FD1654:                Primary Azimuth Mark                     Grid Az
 FD1654:SPC TN       -  GPS 54 AZ MK                             155 16 00.3
 FD1654:UTM  16      -  GPS 54 AZ MK                             154 40 44.7
 FD1654
 FD1654|---------------------------------------------------------------------|
 FD1654| PID    Reference Object                     Distance      Geod. Az  |
 FD1654|                                                           dddmmss.s |
 FD1654| FD1666 GPS 54 AZ MK                        APPROX. 0.6 KM 1543145.1 |
 FD1654|---------------------------------------------------------------------|
 FD1654
 FD1654                          SUPERSEDED SURVEY CONTROL
 FD1654
 FD1654  NAD 83(1995)-  35 14 04.78814(N)    087 15 35.36888(W) AD(       ) B
 FD1654  ELLIP H (09/07/90)  257.37   (m)                       GP(       ) 4 1
 FD1654  NGVD 29 (12/04/92)  285.1    (m)          935.     (f) GPS OBS        
 FD1654
 FD1654.Superseded values are not recommended for survey control.
 FD1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1654.See file dsdata.txt to determine how the superseded data were derived.
 FD1654
 FD1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7635899098(NAD 83)
 FD1654_MARKER: I = METAL ROD
 FD1654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1654_SP_SET: STAINLESS STEEL ROD
 FD1654_STAMPING: GPS 54 1987
 FD1654_MARK LOGO: NGS   
 FD1654_PROJECTION: FLUSH
 FD1654_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1654+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 FD1654_ROD/PIPE-DEPTH: 3.1  meters
 FD1654_SLEEVE-DEPTH  : 0.9 meters
 FD1654
 FD1654  HISTORY     - Date     Condition        Report By
 FD1654  HISTORY     - 1987     MONUMENTED       NGS
 FD1654  HISTORY     - 1987     GOOD             NGS
 FD1654  HISTORY     - 19890724 GOOD
 FD1654  HISTORY     - 19910724 GOOD             ALHD
 FD1654  HISTORY     - 19920205 GOOD
 FD1654  HISTORY     - 19950622 GOOD             NGS
 FD1654  HISTORY     - 20031018 MARK NOT FOUND   TERRSV
 FD1654
 FD1654                          STATION DESCRIPTION
 FD1654
 FD1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1654'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) EAST OF LAWRENCEBURG, AT
 FD1654'THE LAWRENCEBURG MUNICIPAL AIRPORT.
 FD1654'OWNERSHIP--AIRPORT MANAGER IS JOE FLEEMAN, TELEPHONE (615)762-5133.
 FD1654'THE STATION IS OUTSIDE THE FENCED AREA AND ACCESSIBLE AT ALL TIMES.
 FD1654'
 FD1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 43 AND 64
 FD1654'IN LAWRENCEBURG GO EAST FOR 5.79 KM (3.6 MI) ON U.S. HIGHWAY 64 TO
 FD1654'A PAVED ROAD.
 FD1654'TURN LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO THE
 FD1654'AIRPORT ENTRANCE DRIVE.
 FD1654'TURN RIGHT AND GO EAST FOR 0.32 KM (0.2 MI) ON THE AIRPORT ENTRANCE
 FD1654'DRIVE TO THE STATION ON THE RIGHT.
 FD1654'
 FD1654'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.1 METERS
 FD1654'(10 FT).  THE LOGO CAP IS STAMPED---GPS 54 1987---, AND A STEEL
 FD1654'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1654'57.6 METERS (189 FT) SOUTH FROM THE NORTH CORNER OF THE AIRPORT
 FD1654'OFFICE (A STEEL HANGAR),
 FD1654'33.2 METERS (109 FT) NORTH FROM THE NORTH EDGE OF A PARKING RAMP AND
 FD1654'0.9 METERS (3 FT) ABOVE SAME,
 FD1654'34.8 METERS (114 FT) NORTHWEST FROM THE DUAL GAS PUMPS,
 FD1654'21.0 METERS (69 FT) WEST FROM A FIBERGLASS WITNESS POST SET AT A
 FD1654'CYCLONE FENCE,
 FD1654'15.2 METERS (50 FT) EAST FROM THE CENTER OF THE DRIVE,
 FD1654'14.3 METERS (47 FT) NORTH FROM A UTILITY POLE WITH A STREET LIGHT.
 FD1654
 FD1654                          STATION RECOVERY (1987)
 FD1654
 FD1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1654'RECOVERED IN GOOD CONDITION.
 FD1654
 FD1654                          STATION RECOVERY (1989)
 FD1654
 FD1654'RECOVERED 1989
 FD1654'RECOVERED IN GOOD CONDITION.
 FD1654
 FD1654                          STATION RECOVERY (1991)
 FD1654
 FD1654'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 FD1654'THE STATION IS LOCATED IN LAWRENCE COUNTY TENNESSEE ON THE
 FD1654'LAWRENCEBURG MUNICIPAL AIRPORT, ABOUT 4.0 MI (6.4 KM) EAST OF
 FD1654'LAWRENCEBURG.
 FD1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 FD1654'POST 330.70 ON U.S. 43 AND MILE POST 40.95 ON U.S. 72) ABOUT 8.5 MI
 FD1654'(13.7 KM) EAST OF FLORENCE, DRIVE NORTH ON U.S. 43 FOR 10.90 MI
 FD1654'(17.54 KM) TO MILE POST 341.60 AND THE ALABAMA - TENNESSEE STATE
 FD1654'LINE, CONTINUE NORTH ON U.S. 43 FOR 20.55 MI (33.07 KM) TO THE
 FD1654'JUNCTION OF U.S. 64 (MILE POST 16.15 ON U. S. 64) IN LAWRENCEBURG,
 FD1654'TURN RIGHT ON U.S. 64 AND DRIVE EAST FOR 3.85 MI (6.20 KM) TO MILE
 FD1654'POST 20.00 AND A PAVED ROAD LEFT TO THE AIRPORT, TURN LEFT ON THE
 FD1654'PAVED ROAD AND DRIVE NORTH FOR 0.55 MI (0.89 KM) TO THE PAVED
 FD1654'ENTRANCE TO THE AIRPORT ON THE RIGHT, TURN RIGHT ON THE PAVED
 FD1654'ENTRANCE ROAD AND DRIVE EAST FOR 0.20 MI (0.32 KM) TO THE STATION ON
 FD1654'THE RIGHT.
 FD1654'THE STATION IS 12.4 FT (3.8 M) WEST-NORTHWEST OF THE NORTHWEST CORNER
 FD1654'OF A FOUR FOOT CHAIN LINK FENCE AROUND FUEL TANKS, 20.5 FT (6.2 M)
 FD1654'SOUTH-SOUTHEAST OF THE SOUTH CONCRETE CURB OF A PARKING LOT, 40.5 FT
 FD1654'(12.3 M) WEST OF THE WEST POST OF A WALK IN GATE TO THE FUEL TANKS,
 FD1654'51.0 FT (15.5 M) EAST-NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY TO
 FD1654'THE AIRPORT OFFICE, 69.6 FT (21.2 M) WEST-SOUTHWEST OF A CARSONITE
 FD1654'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 FD1654'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT,
 FD1654'CHIEF BID LINDSEY
 FD1654'LAWRENCEBURG POLICE DEPARTMENT
 FD1654'PHONE 615-762-2276.
 FD1654
 FD1654                          STATION RECOVERY (1992)
 FD1654
 FD1654'RECOVERED 1992
 FD1654'RECOVERED IN GOOD CONDITION.
 FD1654
 FD1654                          STATION RECOVERY (1995)
 FD1654
 FD1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1654'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST OF LAWRENCEBURG, AT
 FD1654'THE LAWRENCEBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS JOE
 FD1654'FLEEMAN, TELEPHONE (615) 762-5133.  THE STATION IS OUTSIDE THE FENCED
 FD1654'AREA AND ACCESSIBLE AT ALL TIMES.  TO REACH THE STATION FROM THE
 FD1654'JUNCTION OF U.S. HIGHWAY 43/STATE ROUTE 6 AND U.S. HIGHWAY 64/STATE
 FD1654'ROUTE 15 IN LAWRENCEBURG, GO EAST FOR 5.79 KM (3.60 MI) ON U.S.
 FD1654'HIGHWAY 64 TO A PAVED ROAD.  TURN LEFT AND GO NORTH FOR 0.8 KM (0.50
 FD1654'MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE DRIVE.  TURN RIGHT AND
 FD1654'GO EAST FOR 0.32 KM (0.20 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 FD1654'STATION ON THE RIGHT.  LOCATED 57.6 M (189.0 FT) SOUTH FROM THE NORTH
 FD1654'CORNER OF THE AIRPORT OFFICE (A STEEL HANGAR), 33.2 M (108.9 FT) NORTH
 FD1654'FROM THE NORTH EDGE OF A PARKING RAMP, 34.8 M (114.2 FT) NORTHWEST
 FD1654'FROM THE DUAL GAS PUMPS, 21.0 M (68.9 FT) WEST FROM A FIBERGLASS
 FD1654'WITNESS POST SET AT A CYCLONE FENCE, 15.2 M (49.9 FT) EAST FROM THE
 FD1654'CENTER OF THE DRIVE, 14.3 M (46.9 FT) NORTH FROM A UTILITY POLE WITH A
 FD1654'STREET LIGHT AND 0.9 M (3.0 FT) ABOVE THE PARKING RAMP.  A STEEL SPIKE
 FD1654'IS SET IN THE CONCRETE.
 FD1654
 FD1654                          STATION RECOVERY (2003)
 FD1654
 FD1654'RECOVERY NOTE BY TERRA SURV 2003 (JVH)
 FD1654'THE ESTIMATED LOCATION OF THE MARK IS NOW A NEW APRON. A BRIEF 15
 FD1654'MINUTE SEARCH WAS MADE, AND THE MARK IS BELIEVED TO HAVE BEEN
 FD1654'DESTROYED BY RECENT CONSTRUCTION. THE AIRPORT ATTENDANT DID NOT KNOW
 FD1654'ANYTHING ABOUT THE MARK. GPS 54 AZ MK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1666 ***********************************************************************
 FD1666  CBN         -  This is a Cooperative Base Network Control Station.
 FD1666  DESIGNATION -  GPS 54 AZ MK
 FD1666  PID         -  FD1666
 FD1666  STATE/COUNTY-  TN/LAWRENCE
 FD1666  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1666
 FD1666                         *CURRENT SURVEY CONTROL
 FD1666  ___________________________________________________________________
 FD1666* NAD 83(1995)-  35 13 45.95349(N)    087 15 24.43482(W)     ADJUSTED  
 FD1666* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 FD1666  ___________________________________________________________________
 FD1666  X           -     249,636.330 (meters)                     COMP
 FD1666  Y           -  -5,210,014.577 (meters)                     COMP
 FD1666  Z           -   3,658,833.807 (meters)                     COMP
 FD1666  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1666  ELLIP HEIGHT-         252.57  (meters)          (08/03/04) GPS OBS
 FD1666  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD1666
 FD1666  HORZ ORDER  -  A
 FD1666  ELLP ORDER  -  FOURTH    CLASS I
 FD1666
 FD1666.This mark is at Lawrenceburg Airport (2M2)
 FD1666
 FD1666.The horizontal coordinates were established by GPS observations
 FD1666.and adjusted by the National Geodetic Survey in August 2004..
 FD1666
 FD1666.The orthometric height was determined by GPS observations and a
 FD1666.high-resolution geoid model.
 FD1666
 FD1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1666
 FD1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1666
 FD1666.The ellipsoidal height was determined by GPS observations
 FD1666.and is referenced to NAD 83.
 FD1666
 FD1666.The geoid height was determined by GEOID03.
 FD1666
 FD1666;                    North         East     Units Scale Factor Converg.
 FD1666;SPC TN       -   100,157.163   485,594.056   MT  1.00000369   -0 44 08.8
 FD1666;SPC TN       -   328,598.96  1,593,153.17   sFT  1.00000369   -0 44 08.8
 FD1666;UTM  16      - 3,898,516.836   476,633.287   MT  0.99960673   -0 08 53.3
 FD1666
 FD1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1666!SPC TN       -   0.99996036  x   1.00000369  =   0.99996405
 FD1666!UTM  16      -   0.99996036  x   0.99960673  =   0.99956710
 FD1666
 FD1666:                Primary Azimuth Mark                     Grid Az
 FD1666:SPC TN       -  GPS 54                                   335 16 00.2
 FD1666:UTM  16      -  GPS 54                                   334 40 44.7
 FD1666
 FD1666|---------------------------------------------------------------------|
 FD1666| PID    Reference Object                     Distance      Geod. Az  |
 FD1666|                                                           dddmmss.s |
 FD1666| FD1654 GPS 54                              APPROX. 0.6 KM 3343151.4 |
 FD1666|---------------------------------------------------------------------|
 FD1666
 FD1666                          SUPERSEDED SURVEY CONTROL
 FD1666
 FD1666  NAD 83(1995)-  35 13 45.95329(N)    087 15 24.43484(W) AD(       ) 3
 FD1666  ELLIP H (04/12/99)  252.56   (m)                       GP(       ) 4 1
 FD1666  NAD 83(1995)-  35 13 45.95401(N)    087 15 24.43502(W) AD(       ) 3
 FD1666  NGVD 29 (09/17/90)  280.2    (m)          919.     (f) GPS OBS        
 FD1666
 FD1666.Superseded values are not recommended for survey control.
 FD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1666.See file dsdata.txt to determine how the superseded data were derived.
 FD1666
 FD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7663398517(NAD 83)
 FD1666_MARKER: I = METAL ROD
 FD1666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1666_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1666_STAMPING: GPS 54 AZ MK 1987
 FD1666_MARK LOGO: NGS   
 FD1666_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1666+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1666
 FD1666  HISTORY     - Date     Condition        Report By
 FD1666  HISTORY     - 1987     MONUMENTED       NGS
 FD1666  HISTORY     - 19890724 GOOD
 FD1666  HISTORY     - 20031010 GOOD             TNDT
 FD1666
 FD1666                          STATION DESCRIPTION
 FD1666
 FD1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1666'4.0 MILES EAST ALONG US HIGHWAY 64 FROM THE JUNCTION OF US HIGHWAYS
 FD1666'43 AND 64 IN LAWRENCEBURG, TO THE JUNCTION OF A PAVED ROAD, THENCE
 FD1666'0.5 MILE NORTH ALONG PAVED ROAD TO THE JUNCTION OF AIRPORT ENTRANCE
 FD1666'DRIVE, THENCE 0.2 MILE EAST LONG AIRPORT ENTRANCE DRIVE TO THE OFFICE
 FD1666'FOR THE LAWRENCEBURG MUNICIPAL AIRPORT THENCE 0.1 MILE EAST ALONG
 FD1666'TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.30 MILE SOUTHEAST ALONG
 FD1666'RUNWAY TO MARK ON RIGHT BETWEEN RUNWAY AND A VASI, A 3-D MARK, A
 FD1666'STAINLESS ALONG RUNWAY TO MARK ON RIGHT BETWEEN RUNWAY AND A VASI,
 FD1666'STEEL ROD RIVEN 20.5 FEET TO REFUSAL, 3 INCHES BELOW GROUND
 FD1666'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH
 FD1666'PVC PIPE WITH A LOGO CAP ---STAMPED GPS 54 AZ MK 1987, 1 INCH BELOW
 FD1666'GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 38.8 FEET SOUTHWEST
 FD1666'OF SOUTHWEST EDGE OF RUNWAY, 12.1 FEET EAST OF THE CENTER OF A
 FD1666'CONCRETE BASE FOR THE MOST NORTHERN ONE OF TWO VASI, 14.8 FEET
 FD1666'SOUTHEAST OF A ORANGE METAL ELECTRICAL BOX FOR VASI. AND 1.0 FOOT
 FD1666'SOUTH OF A FIBERGLASS WITNESS POST.
 FD1666
 FD1666                          STATION RECOVERY (1989)
 FD1666
 FD1666'RECOVERED 1989
 FD1666'RECOVERED IN GOOD CONDITION.
 FD1666
 FD1666                          STATION RECOVERY (2003)
 FD1666
 FD1666'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1666'THE AZIMUTH MARK IS LOCATED ABOUT 6.4 KM (4 MI) EAST OF LAWRENCEBURG,
 FD1666'AT THE LAWRENCEBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS
 FD1666'DORIS VENABLE, TELEPHONE (615) 762-5133.
 FD1666' 
 FD1666'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 43/STATE
 FD1666'ROUTE 6 AND US HIGHWAY 64/STATE ROUTE 15 IN LAWRENCEBURG GO EAST FOR
 FD1666'5.79 KM (3.6 MI) ON US HIGHWAY 64 TO LONE STAR ROAD.  TURN LEFT AND GO
 FD1666'NORTH FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE
 FD1666'DRIVE.  TURN RIGHT AND GO EAST FOR 0.32 KM (0.2 MI) ON THE AIRPORT
 FD1666'ENTRANCE DRIVE.  ENTER THE AIRPORT GATE AND TRAVEL EASTERLY ALONG THE
 FD1666'TAXIWAY 0.16 KM (0.1 MI) TO THE JUNCTION OF THE RUNWAY, TURN RIGHT AND
 FD1666'GO SOUTHEAST ALONG THE SOUTHWEST SIDE OF THE RUNWAY 0.5 KM (0.3 MI) TO
 FD1666'THE MARK ON THE RIGHT, BETWEEN A VASI AND THE EDGE OR RUNWAY.
 FD1666' 
 FD1666'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6.3 M
 FD1666'(20.5 FT).  THE LOGO CAP IS STAMPED--GPS 54 AZ MK 1987--, AND A STEEL
 FD1666'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 8.1 M (26.5 FT) WEST OF
 FD1666'THE SOUTHWEST RUNWAY EDGE, 42.4 M (139 FT) NORTHEAST OF AN ORANGE
 FD1666'METAL ELECTRICAL BOX (VASI), AND 0.5 M (1.5 FT) SOUTH OF A FIBERGLASS
 FD1666'WITNESS POST.
 FD1666' 
 FD1666'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FD1666'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7696 ***********************************************************************
 DG7696  CBN         -  This is a Cooperative Base Network Control Station.
 DG7696  DESIGNATION -  GPS 54 RESET
 DG7696  PID         -  DG7696
 DG7696  STATE/COUNTY-  TN/LAWRENCE
 DG7696  USGS QUAD   -  LAWRENCEBURG (1988)
 DG7696
 DG7696                         *CURRENT SURVEY CONTROL
 DG7696  ___________________________________________________________________
 DG7696* NAD 83(1995)-  35 14 16.03914(N)    087 15 33.48870(W)     ADJUSTED  
 DG7696* NAVD 88     -       282.4    (meters)     927.     (feet)  GPS OBS   
 DG7696  ___________________________________________________________________
 DG7696  X           -     249,382.146 (meters)                     COMP
 DG7696  Y           -  -5,209,492.990 (meters)                     COMP
 DG7696  Z           -   3,659,592.416 (meters)                     COMP
 DG7696  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DG7696  ELLIP HEIGHT-         254.74  (meters)          (08/03/04) GPS OBS
 DG7696  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG7696
 DG7696  HORZ ORDER  -  A
 DG7696  ELLP ORDER  -  FOURTH    CLASS I
 DG7696
 DG7696.The horizontal coordinates were established by GPS observations
 DG7696.and adjusted by the National Geodetic Survey in August 2004..
 DG7696
 DG7696.The orthometric height was determined by GPS observations and a
 DG7696.high-resolution geoid model.
 DG7696
 DG7696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7696
 DG7696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7696
 DG7696.The ellipsoidal height was determined by GPS observations
 DG7696.and is referenced to NAD 83.
 DG7696
 DG7696.The geoid height was determined by GEOID03.
 DG7696
 DG7696;                    North         East     Units Scale Factor Converg.
 DG7696;SPC TN       -   101,087.212   485,377.060   MT  1.00000218   -0 44 14.1
 DG7696;SPC TN       -   331,650.29  1,592,441.24   sFT  1.00000218   -0 44 14.1
 DG7696;UTM  16      - 3,899,444.243   476,406.854   MT  0.99960686   -0 08 58.6
 DG7696
 DG7696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7696!SPC TN       -   0.99996002  x   1.00000218  =   0.99996220
 DG7696!UTM  16      -   0.99996002  x   0.99960686  =   0.99956689
 DG7696
 DG7696                          SUPERSEDED SURVEY CONTROL
 DG7696
 DG7696.No superseded survey control is available for this station.
 DG7696
 DG7696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7640799444(NAD 83)
 DG7696_MARKER: I = METAL ROD
 DG7696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7696_STAMPING: GPS 54 RESET
 DG7696_MARK LOGO: TNDT  
 DG7696_PROJECTION: FLUSH
 DG7696_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7696+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DG7696_ROD/PIPE-DEPTH: 6.00 meters
 DG7696
 DG7696  HISTORY     - Date     Condition        Report By
 DG7696  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7696  HISTORY     - 20040622 GOOD             TNDT
 DG7696
 DG7696                          STATION DESCRIPTION
 DG7696
 DG7696'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7696'GO EAST ON AIRPORT ENT DRIVE FOR 0.20 MI TO AIRPORT OFFICE. CONTINUE
 DG7696'EAST FOR 0.15 MI TO THE RUNWAY.  TURN LEFT AND GO NORTH ON RUNWAY FOR
 DG7696'0.25 MI TO STATION ON LEFT.
 DG7696' 
 DG7696'IT IS LOCATED 1.57 FT E OF WITNESS POST, 210.6 FT N OF CENTER OF
 DG7696'TAXIWAY CROSSOVER, 48.8 FT W OF W EDGE OF RUNWAY, 65.8 FT SSW OF WHITE
 DG7696'RUNWAY LIGHT, AND 118.0 FT SSE OF S END OF CONC HEADWALL.
 DG7696
 DG7696                          STATION RECOVERY (2004)
 DG7696
 DG7696'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (TWB)
 DG7696'THE MARK IS AT LAWRENCEBURG AIRPORT, ABOUT 4 MILES EAST OF
 DG7696'LAWRENCEBURG. MANAGER  DORIS VENABLE, PHONE NO. 615-762-5133.
 DG7696' 
 DG7696'TO REACH FROM THE JUNCTION OF U.S. ROUTES 64 AND 43, GO 3.6 MILES EAST
 DG7696'ON US 64 TO A LEFT  TURN ON LONE STAR RD.  PROCEED 0.5 MILE NORTH TO A
 DG7696'RIGHT ON AIRPORT RD, THENCE AS  DESCRIBED IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1655 ***********************************************************************
 FD1655  CBN         -  This is a Cooperative Base Network Control Station.
 FD1655  DESIGNATION -  GPS 55
 FD1655  PID         -  FD1655
 FD1655  STATE/COUNTY-  TN/WAYNE
 FD1655  USGS QUAD   -  COLLINWOOD (1975)
 FD1655
 FD1655                         *CURRENT SURVEY CONTROL
 FD1655  ___________________________________________________________________
 FD1655* NAD 83(1995)-  35 13 03.70427(N)    087 43 10.78428(W)     ADJUSTED  
 FD1655* NAVD 88     -       329.37   (meters)    1080.6    (feet)  LEVELING  
 FD1655  ___________________________________________________________________
 FD1655  X           -     207,570.024 (meters)                     COMP
 FD1655  Y           -  -5,212,651.731 (meters)                     COMP
 FD1655  Z           -   3,657,798.415 (meters)                     COMP
 FD1655  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FD1655  ELLIP HEIGHT-         301.63  (meters)          (08/03/04) GPS OBS
 FD1655  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD1655
 FD1655  HORZ ORDER  -  B
 FD1655  VERT ORDER  -  THIRD ?
 FD1655  ELLP ORDER  -  FOURTH    CLASS I
 FD1655
 FD1655.The horizontal coordinates were established by GPS observations
 FD1655.and adjusted by the National Geodetic Survey in December 1995..
 FD1655
 FD1655.The orthometric height was determined by differential leveling.
 FD1655.The vertical network tie was performed by a horz. field party for horz.
 FD1655.obs reductions. Reset procedures were used to establish the elevation.
 FD1655
 FD1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1655
 FD1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1655
 FD1655.The ellipsoidal height was determined by GPS observations
 FD1655.and is referenced to NAD 83.
 FD1655
 FD1655.The geoid height was determined by GEOID03.
 FD1655
 FD1655;                    North         East     Units Scale Factor Converg.
 FD1655;SPC TN       -    99,496.050   443,439.219   MT  1.00000586   -1 00 24.3
 FD1655;SPC TN       -   326,429.96  1,454,850.17   sFT  1.00000586   -1 00 24.3
 FD1655;UTM  16      - 3,897,422.334   434,503.443   MT  0.99965287   -0 24 54.1
 FD1655
 FD1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1655!SPC TN       -   0.99995266  x   1.00000586  =   0.99995852
 FD1655!UTM  16      -   0.99995266  x   0.99965287  =   0.99960554
 FD1655
 FD1655                          SUPERSEDED SURVEY CONTROL
 FD1655
 FD1655  ELLIP H (12/14/95)  301.68   (m)                       GP(       ) 1 2
 FD1655  NAD 83(1995)-  35 13 03.70487(N)    087 43 10.78419(W) AD(       ) B
 FD1655  ELLIP H (09/07/90)  301.65   (m)                       GP(       ) 4 1
 FD1655  NGVD 29 (12/04/92)  329.4    (m)         1081.     (f) GPS OBS        
 FD1655
 FD1655.Superseded values are not recommended for survey control.
 FD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1655.See file dsdata.txt to determine how the superseded data were derived.
 FD1655
 FD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3450397422(NAD 83)
 FD1655_MARKER: I = METAL ROD
 FD1655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1655_SP_SET: STAINLESS STEEL ROD
 FD1655_STAMPING: GPS 55 1987
 FD1655_MARK LOGO: NGS   
 FD1655_PROJECTION: FLUSH
 FD1655_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1655+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1655_ROD/PIPE-DEPTH: 3.10 meters
 FD1655_SLEEVE-DEPTH  : 0.90 meters
 FD1655
 FD1655  HISTORY     - Date     Condition        Report By
 FD1655  HISTORY     - 1987     MONUMENTED       NGS
 FD1655  HISTORY     - 1987     GOOD             NGS
 FD1655  HISTORY     - 19910723 GOOD             ALHD
 FD1655  HISTORY     - 19920211 GOOD
 FD1655  HISTORY     - 19950615 GOOD             NGS
 FD1655  HISTORY     - 20031010 GOOD             TNDT
 FD1655
 FD1655                          STATION DESCRIPTION
 FD1655
 FD1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1655'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTH OF WAYNESBORO,
 FD1655'4.8 KM (3 MI) NORTH OF COLLINWOOD, ON THE EAST RIGHT-OF-WAY OF
 FD1655'STATE ROUTE 13, ATOP A LOW HILL.
 FD1655'OWNERSHIP--STATE RIGHT-OF-WAY.
 FD1655'
 FD1655'TO REACH THE STATION FROM COLLINWOOD CITY HALL GO
 FD1655'EAST FOR 0.16 KM (0.1 MI) ON TENNESSEE STREET TO THE JUNCTION OF
 FD1655'STATE ROUTE 13.
 FD1655'TURN LEFT AND GO NORTH FOR 5.23 KM (3.25 MI) ON STATE ROUTE 13 TO
 FD1655'THE STATION ON THE RIGHT ACROSS FROM THE FUTURE ENTRANCE OF THE
 FD1655'WAYNE COUNTY INDUSTRIAL PARK (PRESENTLY A CULTIVATED FIELD).
 FD1655'
 FD1655'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.1 METERS
 FD1655'(10 FT).  THE LOGO CAP IS STAMPED---GPS 55 1987---, AND A STEEL
 FD1655'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1655'49.4 METERS (162 FT) NORTH-NORTHEAST FROM THE CENTER OF THE JUNCTION
 FD1655'OF A GRAVEL ROAD (LEADING EAST) AND STATE ROUTE 13,
 FD1655'11.0 METERS (36 FT) EAST FROM THE CENTER OF STATE ROUTE 13 AND 0.3
 FD1655'METERS (1 FT) ABOVE SAME,
 FD1655'18.3 METERS (60 FT) EAST FROM A UTILTIY POLE WITH ONE GUY WIRE,
 FD1655'2.7 METERS (9 FT) SOUTH FROM A FIBERGLASS WITNESS POST,
 FD1655'0.49 METERS (1.6 FT) WEST FROM THE RIGHT-OF-WAY FENCE,
 FD1655'5.43 METERS (17.8 FT) SOUTH-SOUTHEAST FROM THE USCGS STATION MCCALL
 FD1655'1934.
 FD1655
 FD1655                          STATION RECOVERY (1987)
 FD1655
 FD1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1655'RECOVERED IN GOOD CONDITION.
 FD1655
 FD1655                          STATION RECOVERY (1991)
 FD1655
 FD1655'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 FD1655'THE STATION IS LOCATED IN WAYNE COUNTY TENNESSEE ON THE EAST RIGHT OF
 FD1655'WAY OF TENN 13, ABOUT 9.0 MI (14.5 KM) SOUTH OF WAYNESBORO AND ABOUT
 FD1655'2.4 MI (3.9 KM) NORTH OF COLLINWOOD.
 FD1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 133 (MILE
 FD1655'POST 9.75 ON ALA 133) IN EAST FLORENCE, DRIVE NORTH AND WEST ON ALA
 FD1655'133 FOR 3.20 MI (5.15 KM) TO MILE POST 12.95 AND ALA 17 ON THE RIGHT
 FD1655'(MILE POST 336.05 ON ALA 17), TURN RIGHT ON ALA 17 AND DRIVE NORTH
 FD1655'FOR 11.30 MI (18.19 KM) TO MILE POST 347.35 AND THE ALABAMA -
 FD1655'TENNESSEE STATE LINE, CONTINUE NORTH ON TENN 13 FOR 17.80 MI
 FD1655'(28.65 KM) TO MILE POST 17.80 AND THE STATION ON THE RIGHT.
 FD1655'THE STATION IS 1.6 FT (0.5 M) WEST OF THE RIGHT OF WAY FENCE, 36.0 FT
 FD1655'(11.0 M) EAST OF THE CENTERLINE OF TENN 13, 162.0 FT (49.4 M)
 FD1655'NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF A PAVED COUNTY ROAD
 FD1655'LEADING EAST, 9.0 FT (2.7 M) SOUTH OF A CARSONITE WITNESS POST, AND
 FD1655'SET FLUSH WITH THE GROUND.
 FD1655
 FD1655                          STATION RECOVERY (1992)
 FD1655
 FD1655'RECOVERED 1992
 FD1655'RECOVERED IN GOOD CONDITION.
 FD1655
 FD1655                          STATION RECOVERY (1995)
 FD1655
 FD1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1655'THE STATION IS LOCATED 14.5 KM (9.00 MI) SOUTH OF WAYNESBORO, 4.8 KM
 FD1655'(3.00 MI) NORTH OF COLLINWOOD, ON THE EAST RIGHT-OF-WAY OF STATE ROUTE
 FD1655'13, ATOP A LOW HILL.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 FD1655'TO REACH THE STATION FROM THE CITY HALL IN COLLINWOOD, GO EAST FOR
 FD1655'0.16 KM (0.10 MI) ON TENNESSEE STREET TO THE JUNCTION OF STATE ROUTE
 FD1655'13.  TURN LEFT AND GO NORTH FOR 5.23 KM (3.25 MI) ON STATE ROUTE 13 TO
 FD1655'THE STATION ON THE RIGHT.  LOCATED 49.4 M (162.1 FT) NORTH-NORTHEAST
 FD1655'FROM THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST AND STATE ROUTE
 FD1655'13, 11.0 M (36.1 FT) EAST FROM THE CENTER OF STATE ROUTE 13, 0.3 M
 FD1655'(1.0 FT) HIGHER THAN STATE ROUTE 13, 18.3 M (60.0 FT) EAST FROM A
 FD1655'UTILITY POLE WITH ONE GUY WIRE, 5.43 M (17.81 FT) SOUTH-SOUTHEAST FROM
 FD1655'USCGS STATION MCCALL, 2.7 M (8.9 FT) SOUTH OF A FIBERGLASS WITNESS
 FD1655'POST AND 0.49 M (1.61 FT) WEST FROM THE RIGHT-OF-WAY FENCE.  A STEEL
 FD1655'SPIKE IS EMBEDDED IN THE CONCRETE.
 FD1655
 FD1655                          STATION RECOVERY (2003)
 FD1655
 FD1655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2750 ***********************************************************************
 FE2750  CBN         -  This is a Cooperative Base Network Control Station.
 FE2750  DESIGNATION -  GPS 56
 FE2750  PID         -  FE2750
 FE2750  STATE/COUNTY-  TN/HARDIN
 FE2750  USGS QUAD   -  SAVANNAH (1991)
 FE2750
 FE2750                         *CURRENT SURVEY CONTROL
 FE2750  ___________________________________________________________________
 FE2750* NAD 83(1995)-  35 13 53.40625(N)    088 11 22.03225(W)     ADJUSTED  
 FE2750* NAVD 88     -       124.06   (meters)     407.0    (feet)  N HEIGHT  
 FE2750  ___________________________________________________________________
 FE2750  X           -     164,789.692 (meters)                     COMP
 FE2750  Y           -  -5,213,127.866 (meters)                     COMP
 FE2750  Z           -   3,658,931.369 (meters)                     COMP
 FE2750  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FE2750  ELLIP HEIGHT-          96.46  (meters)          (08/03/04) GPS OBS
 FE2750  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2750  DYNAMIC HT  -         123.95  (meters)     406.7   (feet)  COMP
 FE2750  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 FE2750
 FE2750  HORZ ORDER  -  B
 FE2750  VERT ORDER  -  THIRD
 FE2750  ELLP ORDER  -  FOURTH    CLASS I
 FE2750
 FE2750.The horizontal coordinates were established by GPS observations
 FE2750.and adjusted by the National Geodetic Survey in December 1995..
 FE2750
 FE2750.The orthometric height was determined by differential leveling
 FE2750.and adjusted by the National Geodetic Survey in August 1996..
 FE2750.The height was determined by precise leveling from only one NSRS
 FE2750.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2750.allowed ONLY to validate the GPS-derived height.
 FE2750
 FE2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2750
 FE2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2750
 FE2750.The ellipsoidal height was determined by GPS observations
 FE2750.and is referenced to NAD 83.
 FE2750
 FE2750.The geoid height was determined by GEOID03.
 FE2750
 FE2750.The dynamic height is computed by dividing the NAVD 88
 FE2750.geopotential number by the normal gravity value computed on the
 FE2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2750.degrees latitude (g = 980.6199 gals.).
 FE2750
 FE2750.The modeled gravity was interpolated from observed gravity values.
 FE2750
 FE2750;                    North         East     Units Scale Factor Converg.
 FE2750;SPC TN       -   101,881.560   400,709.327   MT  1.00000332   -1 16 54.5
 FE2750;SPC TN       -   334,256.42  1,314,660.52   sFT  1.00000332   -1 16 54.5
 FE2750;UTM  16      - 3,899,364.387   391,764.367   MT  0.99974437   -0 41 10.5
 FE2750
 FE2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2750!SPC TN       -   0.99998486  x   1.00000332  =   0.99998818
 FE2750!UTM  16      -   0.99998486  x   0.99974437  =   0.99972923
 FE2750
 FE2750                          SUPERSEDED SURVEY CONTROL
 FE2750
 FE2750  ELLIP H (12/14/95)   96.50   (m)                       GP(       ) 1 2
 FE2750  NAD 83(1995)-  35 13 53.41337(N)    088 11 22.02995(W) AD(       ) 1
 FE2750  NAD 83(1995)-  35 13 53.40620(N)    088 11 22.03248(W) AD(       ) B
 FE2750  ELLIP H (09/07/90)   96.47   (m)                       GP(       ) 4 1
 FE2750  NAVD 88 (12/14/95)  124.06   (m)          407.0    (f) LEVELING    3  
 FE2750  NGVD 29 (??/??/??)  124.08   (m)          407.1    (f) N HEIGHT    3  
 FE2750
 FE2750.Superseded values are not recommended for survey control.
 FE2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2750.See file dsdata.txt to determine how the superseded data were derived.
 FE2750
 FE2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9176499364(NAD 83)
 FE2750_MARKER: I = METAL ROD
 FE2750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2750_SP_SET: STAINLESS STEEL ROD
 FE2750_STAMPING: GPS 56 1987
 FE2750_MARK LOGO: NGS   
 FE2750_PROJECTION: FLUSH
 FE2750_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2750+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 FE2750_ROD/PIPE-DEPTH: 4.90 meters
 FE2750_SLEEVE-DEPTH  : 0.90 meters
 FE2750
 FE2750  HISTORY     - Date     Condition        Report By
 FE2750  HISTORY     - 1987     MONUMENTED       NGS
 FE2750  HISTORY     - 1987     GOOD             NGS
 FE2750  HISTORY     - 19890629 GOOD
 FE2750  HISTORY     - 19900213 GOOD             ALHD
 FE2750  HISTORY     - 19950619 GOOD             NGS
 FE2750  HISTORY     - 20031010 GOOD             TNDT
 FE2750  HISTORY     - 20040622 GOOD             TNDT
 FE2750
 FE2750                          STATION DESCRIPTION
 FE2750
 FE2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2750'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 FE2750'EAST OF SAVANNAH, ON THE SOUTH EDGE OF U.S. HIGHWAY 64, ATOP A LOW
 FE2750'CUT.
 FE2750'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2750'
 FE2750'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH GO
 FE2750'EAST FOR 0.6 KM (0.4 MI) ON U.S. HIGHWAY 64 TO A FORK.
 FE2750'FOLLOW THE LEFT FORK AND GO EAST FOR 4.2 KM (2.6 MI) ON U.S.
 FE2750'HIGHWAY 64 TO THE JUNCTION OF STATE ROUTE 226.
 FE2750'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.56 KM (0.35 MI) ON U.S.
 FE2750'HIGHWAY 64 TO A BRIDGE OVER A CREEK.
 FE2750'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON U.S.
 FE2750'HIGHWAY 64 TO THE STATION ON THE RIGHT.
 FE2750'
 FE2750'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.9 METERS
 FE2750'(16 FT).  THE LOGO CAP IS STAMPED---GPS 56 1987---, AND A STEEL
 FE2750'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2750'18.6 METERS (61 FT) SOUTH FROM THE ROAD CENTER AND 0.9 METERS (3 FT)
 FE2750'ABOVE SAME,
 FE2750'23.32 METERS (76.5 FT) WEST FROM A DUAL UTILITY POLE NUMBERED 53,
 FE2750'67.21 METERS (220.5 FT) EAST FROM A TELEPHONE JUNCTION BOX AT A
 FE2750'UTILITY POLE NUMBERED 517E,
 FE2750'0.94 METERS (3.1 FT) NORTH FROM A FIBERGLASS WITNESS POST AT THE
 FE2750'SOUTH RIGHT-OF-WAY FENCE.
 FE2750
 FE2750                          STATION RECOVERY (1987)
 FE2750
 FE2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2750'RECOVERED IN GOOD CONDITION.
 FE2750
 FE2750                          STATION RECOVERY (1989)
 FE2750
 FE2750'RECOVERED 1989
 FE2750'RECOVERED IN GOOD CONDITION.
 FE2750
 FE2750                          STATION RECOVERY (1990)
 FE2750
 FE2750'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FE2750'THE STATION IS LOCATED IN HARDIN COUNTY TENNESSEE ON THE NORTH RIGHT
 FE2750'OF WAY OF U. S. 64, ABOUT 5.63 KM (3.50 MI) EAST OF SAVANNAH.
 FE2750'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH, DRIVE EAST ON U.
 FE2750'S. 64 0.64 KM (0.40 MI) TO A Y INTERSECTION, BEAR LEFT ON U. S. 64
 FE2750'AND DRIVE EAST 4.18 KM (2.60 MI) TO THE JUNCTION OF TENN 226,
 FE2750'CONTINUE EAST ON U. S. 64 0.56 KM (0.35 MI) TO A BRIDGE OVER A CREEK,
 FE2750'CONTINUE EAST ON U. S. 64 0.48 KM (0.30 MI) TO THE STATION ON THE
 FE2750'RIGHT.
 FE2750'THE STATION IS A 3 - D MARK WITH STAINLESS STEEL ROD DRIVEN 4.88 M
 FE2750'(16.01 FT) . THE LOGO CAP IS STAMPED  - GPS 56 1987 - , AND A STEEL
 FE2750'SPIKE IS EMBEDDED IN THE CONCRETE. LOCATED 18.59 M (60.99 FT) SOUTH
 FE2750'OF THE CENTERLINE OF U. S. 64, 23.32 M (76.51 FT) WEST OF A DUAL
 FE2750'UTILITY POLE NO. 53, 67.21 M (220.50 FT) EAST OF A TELEPHONE JUNCTION
 FE2750'BOX AT A UTILITY POLE NUMBERED 517E, 0.94 M (3.08 FT) NORTH OF A
 FE2750'CARSONITE WITNESS POST AT THE SOUTH RIGHT OF WAY FENCE.
 FE2750'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FE2750'MR. BARNEY WHITLOW
 FE2750'ROUTE 7, BOX 438
 FE2750'SAVANNAH, TENNESSEE 38372
 FE2750'PHONE 901 - 325 - 3659.
 FE2750
 FE2750                          STATION RECOVERY (1995)
 FE2750
 FE2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2750'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF SAVANNAH, ON THE
 FE2750'SOUTH EDGE OF U.S. HIGHWAY 64/STATE ROUTE 15 ATOP A LOW CUT.
 FE2750'OWNERSHIP--STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 FE2750'COURTHOUSE IN SAVANNAH, GO EAST FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY
 FE2750'64 TO A FORK.  FOLLOW THE LEFT FORK AND GO EAST FOR 4.2 KM (2.60 MI)
 FE2750'ON U.S. HIGHWAY 64 TO THE JUNCTION OF STATE ROUTE 226.  CONTINUE
 FE2750'STRAIGHT AHEAD AND GO EAST FOR 0.56 KM (0.35 MI) ON U.S. HIGHWAY 64 TO
 FE2750'A BRIDGE OVER A CREEK.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM
 FE2750'(0.30 MI) ON U.S. HIGHWAY 64 TO THE STATION ON THE RIGHT. LOCATED 18.6
 FE2750'M (61.0 FT) SOUTH FROM THE ROAD CENTER, 23.32 M (76.51 FT) WEST FROM A
 FE2750'DUAL UTILITY POLE NUMBER 53, 67.21 M (220.50 FT) EAST FROM A TELEPHONE
 FE2750'JUNCTION BOX AT A UTILITY POLE NUMBER 517E, 0.94 M (3.08 FT) NORTH
 FE2750'FROM A FIBERGLASS WITNESS POST AT THE SOUTH RIGHT-OF-WAY FENCE AND 0.9
 FE2750'M (3.0 FT) ABOVE THE ROAD.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2750
 FE2750                          STATION RECOVERY (2003)
 FE2750
 FE2750'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2750'RECOVERED AS DESCRIBED.
 FE2750
 FE2750                          STATION RECOVERY (2004)
 FE2750
 FE2750'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (DG)
 FE2750'RECOVERED AS DESCRIBED, ADDING THAT MARK IS 74.7 M OR 245.0 FT NORTH
 FE2750'OF POLE 254 AND  POSSIBLY SOUTH RATHER THAN WEST OF POLE 53 BY THE
 FE2750'23.32 M OR 76.5 FT MENTIONED IN PRIOR  NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2751 ***********************************************************************
 FE2751  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2751  FBN         -  This is a Federal Base Network Control Station.
 FE2751  PACS        -  This is a Primary Airport Control Station.
 FE2751  DESIGNATION -  GPS 57
 FE2751  PID         -  FE2751
 FE2751  STATE/COUNTY-  TN/MCNAIRY
 FE2751  USGS QUAD   -  STANTONVILLE (1992)
 FE2751
 FE2751                         *CURRENT SURVEY CONTROL
 FE2751  ___________________________________________________________________
 FE2751* NAD 83(1995)-  35 12 21.02985(N)    088 29 58.23924(W)     ADJUSTED  
 FE2751* NAVD 88     -       184.20   (meters)     604.3    (feet)  GPS OBS   
 FE2751  ___________________________________________________________________
 FE2751  X           -     136,620.726 (meters)                     COMP
 FE2751  Y           -  -5,215,633.595 (meters)                     COMP
 FE2751  Z           -   3,656,640.210 (meters)                     COMP
 FE2751  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 FE2751  ELLIP HEIGHT-         156.53  (meters)          (08/03/04) GPS OBS
 FE2751  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2751  DYNAMIC HT  -         184.03  (meters)     603.8   (feet)  COMP
 FE2751  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FE2751
 FE2751  HORZ ORDER  -  A
 FE2751  VERT ORDER  -  THIRD (See Below)
 FE2751  ELLP ORDER  -  FOURTH    CLASS I
 FE2751
 FE2751.This mark is at Robert Sibley Airport (SZY)
 FE2751
 FE2751.The horizontal coordinates were established by GPS observations
 FE2751.and adjusted by the National Geodetic Survey in August 2002..
 FE2751
 FE2751.The orthometric height was determined by GPS observations and a
 FE2751.high-resolution geoid model using precise GPS observation and
 FE2751.processing techniques. It supersedes the leveled height previously
 FE2751.determined for this station.
 FE2751
 FE2751.GPS derived orthometric heights for airport stations designated as
 FE2751.PACS or SACS are published to 2 decimal places.  This maintains
 FE2751.centimeter relative accuracy between the PACS and SACS.  It does
 FE2751.not indicate centimeter accuracy relative to other marks which are
 FE2751.part of the NAVD 88 network.
 FE2751.The vertical order pertains to the first NAVD 88 superseded value.
 FE2751
 FE2751.Photographs are available for this station.
 FE2751
 FE2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2751
 FE2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2751
 FE2751.The ellipsoidal height was determined by GPS observations
 FE2751.and is referenced to NAD 83.
 FE2751
 FE2751.The geoid height was determined by GEOID03.
 FE2751
 FE2751.The dynamic height is computed by dividing the NAVD 88
 FE2751.geopotential number by the normal gravity value computed on the
 FE2751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2751.degrees latitude (g = 980.6199 gals.).
 FE2751
 FE2751.The modeled gravity was interpolated from observed gravity values.
 FE2751
 FE2751;                    North         East     Units Scale Factor Converg.
 FE2751;SPC TN       -    99,711.697   372,420.011   MT  1.00000809   -1 27 47.9
 FE2751;SPC TN       -   327,137.46  1,221,847.99   sFT  1.00000809   -1 27 47.9
 FE2751;UTM  16      - 3,896,900.375   363,505.428   MT  0.99982961   -0 51 52.7
 FE2751
 FE2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2751!SPC TN       -   0.99997543  x   1.00000809  =   0.99998352
 FE2751!UTM  16      -   0.99997543  x   0.99982961  =   0.99980505
 FE2751
 FE2751:                Primary Azimuth Mark                     Grid Az
 FE2751:SPC TN       -  GPS 57 AZ MK                             167 15 49.8
 FE2751:UTM  16      -  GPS 57 AZ MK                             166 39 54.6
 FE2751
 FE2751|---------------------------------------------------------------------|
 FE2751| PID    Reference Object                     Distance      Geod. Az  |
 FE2751|                                                           dddmmss.s |
 FE2751| FE2780 GPS 57 AZ MK                        APPROX. 0.6 KM 1654801.9 |
 FE2751| AI9830 SZY A                               444.416 METERS 3515228.6 |
 FE2751|---------------------------------------------------------------------|
 FE2751
 FE2751                          SUPERSEDED SURVEY CONTROL
 FE2751
 FE2751  ELLIP H (08/06/02)  156.55   (m)                       GP(       ) 2 2
 FE2751  NAD 83(1995)-  35 12 21.02953(N)    088 29 58.23938(W) AD(       ) A
 FE2751  NAD 83(1995)-  35 12 21.02953(N)    088 29 58.23938(W) AD(       ) A
 FE2751  ELLIP H (09/07/90)  156.58   (m)                       GP(       ) 4 1
 FE2751  NAVD 88 (08/13/96)  184.20   (m)          604.3    (f) N HEIGHT    3  
 FE2751  NGVD 29 (??/??/??)  184.19   (m)          604.3    (f) N HEIGHT    3  
 FE2751
 FE2751.Superseded values are not recommended for survey control.
 FE2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2751.See file dsdata.txt to determine how the superseded data were derived.
 FE2751
 FE2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6350596900(NAD 83)
 FE2751_MARKER: I = METAL ROD
 FE2751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE2751+WITH SETTING: INFORMATION.
 FE2751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2751_STAMPING: GPS 57 1987
 FE2751_MARK LOGO: NGS   
 FE2751_PROJECTION: FLUSH
 FE2751_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2751+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2751_ROD/PIPE-DEPTH: 2.40 meters
 FE2751_SLEEVE-DEPTH  : 0.90 meters
 FE2751
 FE2751  HISTORY     - Date     Condition        Report By
 FE2751  HISTORY     - 1987     MONUMENTED       NGS
 FE2751  HISTORY     - 1987     GOOD             NGS
 FE2751  HISTORY     - 1987     GOOD             NGS
 FE2751  HISTORY     - 19890628 GOOD
 FE2751  HISTORY     - 19900322 GOOD             NGS
 FE2751  HISTORY     - 19920113 GOOD             NGS
 FE2751  HISTORY     - 19930524 GOOD
 FE2751  HISTORY     - 19950622 GOOD             NGS
 FE2751  HISTORY     - 1999     GOOD             LOWE
 FE2751  HISTORY     - 20020408 GOOD             USACE
 FE2751  HISTORY     - 20020421 GOOD             EMCINC
 FE2751  HISTORY     - 20031010 GOOD             TNDT
 FE2751
 FE2751                          STATION DESCRIPTION
 FE2751
 FE2751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2751'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 FE2751'EAST-NORTHEAST OF SELMER IN MC NAIRY COUNTY, AT THE SELMER/SIBLEY
 FE2751'AIRPORT, AT THE JUNCTION OF A TAXIWAY AND THE RUNWAY,
 FE2751'0.24 KM (0.15 MI) NORTH-NORTHEAST OF THE AIRPORT OFFICE (A TWO
 FE2751'STORY BRICK BUILDING).
 FE2751'OWNERSHIP--AIRPORT MANAGER IS JOSEPH TUCKER OR HOLLIS REEVES,
 FE2751'TELEPHONE (901)645-3014.  CALL FOR NIGHT ACCESS.
 FE2751'
 FE2751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 45
 FE2751'ABOUT 1.6 KM (1 MI) SOUTHEAST OF SELMER GO EAST-NORTHEAST FOR
 FE2751'8.4 KM (5.2 MI) ON U.S. HIGHWAY 64 TO THE JUNCTION OF A PAVED ROAD.
 FE2751'TURN LEFT AND GO NORTH FOR  1.3 KM (0.8 MI) ON THE PAVED ROAD TO
 FE2751'THE AIRPORT OFFICE AND THE STATION LOCATED 0.24 KM (0.15 MI)
 FE2751'NORTH-NORTHEAST FROM THE OFFICE.
 FE2751'
 FE2751'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 METERS
 FE2751'(8 FT).  THE LOGO CAP IS STAMPED---GPS 57 1987---, AND A STEEL SPIKE
 FE2751'IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2751'21.6 METERS (71 FT) WEST FROM THE RUNWAY CENTER AND 0.3 METERS (1
 FE2751'FT) BELOW SAME,
 FE2751'17.4 METERS (57 FT) SOUTHEAST FROM THE TAXIWAY CENTER,
 FE2751'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FE2751
 FE2751                          STATION RECOVERY (1987)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FE2751'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF
 FE2751'ADAMSVILLE, 8.0 KM (5.0 MI) NORTHEAST OF SELMER AND AT
 FE2751'THE ROBERT SIBLEY AIRPORT.  OWNERSHIP ---  COUNTY OF MCNAIRY,
 FE2751'AIRPORT MANAGER, MRS KATHERINE MCBRIDE, RT 1, BOX 310,
 FE2751'SELMER, TN 38375, PHONE 901-645-3014.
 FE2751'
 FE2751'TO REACH THE STATION FROM THE POST OFFICE IN SELMER, GO EAST
 FE2751'ON HOUSTON FOR 0.2 KM (0.1 MI) TO U.S. HIGHWAY 45. TURN RIGHT
 FE2751'AND GO SOUTHERLY ON U.S. HIGHWAY 45 FOR 1.6 KM (1.0 MI)
 FE2751'TO U.S. HIGHWAY 64 TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY
 FE2751'64 FOR 8.5 KM (5.3 MILES) TO A ROAD LEFT JUST POST AN
 FE2751'AIRPORT SIGN.  TURNLEFT ONTO PAVED ROAD FOR 0.3 KM
 FE2751'(0.2 MI) TO A STOP SIGN.  TURN LEFT AND FOLLOW PAVED ROAD
 FE2751'NORTHERLY FOR 0.8 KM (0.5 MI) TO A PAVED ROAD RIGHT INTO
 FE2751'AIRPORT, TURN RIGHT FOR 0.1 KM (0.05 MI) TO THE STATION
 FE2751'ON TH RIGHT BETWEEN THE TAXIWAY AND RUNWAY.
 FE2751'
 FE2751'TO AIRPORT OFFICE AND A LOCKED GATE. (KEY TO LOCK MAY
 FE2751'BE OBTAINED FROM THE AIRPORT OFFICE).  PASS THRU THE GATE,
 FE2751'TURN LEFT AND GO NORTHERLY ON TARMAC AND TAXIWAY FOR 0.2 KM
 FE2751'(0.15 MI) TO THE STATION ON THE RIGHT BETWEEN THE
 FE2751'TAXIWAY AND THE RUNWAY.
 FE2751'
 FE2751'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 FE2751'SURROUNDED BY A 5-INCH PCU PIPE WITH A LOGO CAP ATTACHED
 FE2751'STAMPED --- GPS 57 1987 --- AND SURROUNDED BY A ROUND
 FE2751'CONCRETE POST.  THE ROD IS RECESSED 4 CM BELOW THE
 FE2751'GROUND SURFACE.  IT IS LOCATED 11.4 METERS (37.3 FT) EAST
 FE2751'OF EAST EDGE OF TAXIWAY, 10.1 METERS (33.3 FT) WEST OF WEST
 FE2751'EDGE OF RUNWAY, 4.6 METERS (15.0 FT) WEST OF YELLOW SIGN
 FE2751'WITH BLACK ARROW AND 0.4 METERS, (1.2 FT) SOUTH OF
 FE2751'FIBERGLASS WITNESS POST.
 FE2751'
 FE2751'T1-4100 GPS SURVEY FOR EASTERN UNITED STATES STRAIN NETWORK.
 FE2751'
 FE2751'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FE2751'
 FE2751'DESCRIBED BY D.A. BOWLING
 FE2751
 FE2751                          STATION RECOVERY (1987)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1989)
 FE2751
 FE2751'RECOVERED 1989
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1990)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1992)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2751'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF SELMER
 FE2751'IN MCNAIRY COUNTY, AT THE SELMER/SIBLEY AIRPORT, AT THE JUNCTION OF A
 FE2751'TAXIWAY AND THE RUNWAY, 0.24 KM (0.15 MI) NORTH-NORTHEAST OF THE
 FE2751'AIRPORT OFFICE (A TWO-STORY BRICK BUILDING. OWNERSHIP--AIRPORT
 FE2751'MANAGER IS JOSEPH TUCKER OR HOLLIS REEVES.  PHONE IS 901-645-3014.
 FE2751'CALL FOR NIGHT ACCESS.
 FE2751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 45
 FE2751'ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF SELMER, GO EAST-NORTHEAST 0N U.S.
 FE2751'HIGHWAY 64 FOR 8.4 KM (5.2 MI) TO THE JUNCTION OF A PAVED ROAD LEFT.
 FE2751'TURN LEFT AND GO NORTHERLY ON THE PAVED ROAD FOR 1.3 KM (0.8 MI) TO
 FE2751'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 FE2751'FOR 0.08 KM (0.05 MI) TO A LOCKED GATE AT THE NORTH SIDE OF THE BRICK
 FE2751'AIRPORT OFFICE BUILDING.  PASS THROUGH THE GATE AND BEAR LEFT,
 FE2751'NORTHEASTERLY, ACROSS PARKING APRON AND ONTO TAXIWAY FOR 0.24 KM
 FE2751'(0.15 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE
 FE2751'RUNWAY.
 FE2751'THE STATION IS LOCATED 21.6 M (70.9 FT) WEST FROM THE RUNWAY CENTER
 FE2751'AND 0.3 M (1.0 FT) BELOW THE RUNWAY, 17.4 M (57.1 FT) SOUTHEAST FROM
 FE2751'THE TAXI CENTER AND 0.3 M (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS
 FE2751'POST.
 FE2751
 FE2751                          STATION RECOVERY (1993)
 FE2751
 FE2751'RECOVERED 1993
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1995)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2751'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST-NORTHEAST OF
 FE2751'SELMER, AT THE SELMER/SIBLEY AIRPORT, AT THE JUNCTION OF A TAXIWAY AND
 FE2751'THE RUNWAY, 0.24 KM (0.15 MI) NORTH-NORTHEAST OF THE AIRPORT OFFICE
 FE2751'(TWO STORY BRICK BUILDING).  CONTACT STEVE SMITH, AIRPORT MANAGER, OR
 FE2751'HOLLIS REEVES, PHONE 901-645-3014.  CALL FOR NIGHT ACCESS.  TO REACH
 FE2751'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64/STATE ROUTE 15 AND
 FE2751'U.S. HIGHWAY 45/STATE ROUTE 5 ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF
 FE2751'SELMER, GO EAST-NORTHEAST FOR 8.4 KM (5.20 MI) ON U.S. HIGHWAY 64 TO
 FE2751'THE JUNCTION OF A PAVED ROAD.  TURN LEFT AND GO NORTH FOR 1.3 KM (0.80
 FE2751'MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE AND THE STATION, ABOUT
 FE2751'0.24 KM (0.15 MI) NORTH-NORTHEAST FROM THE OFFICE.  LOCATED 21.6 M
 FE2751'(70.9 FT) WEST FROM THE RUNWAY CENTER, 0.3 M (1.0 FT) LOWER THAN THE
 FE2751'RUNWAY, 17.4 M (57.1 FT) SOUTHEAST FROM THE TAXIWAY CENTER AND 0.3 M
 FE2751'(1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS SET
 FE2751'IN THE CONCRETE.
 FE2751
 FE2751                          STATION RECOVERY (1999)
 FE2751
 FE2751'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2751'RECOVERED 1999
 FE2751'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2751'AIRPORT CONTROL STATION.
 FE2751' 
 FE2751' 
 FE2751'
 FE2751
 FE2751                          STATION RECOVERY (2002)
 FE2751
 FE2751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (2002)
 FE2751
 FE2751'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE2751'FOUND AS DESCRIBED.
 FE2751' 
 FE2751' 
 FE2751'
 FE2751
 FE2751                          STATION RECOVERY (2003)
 FE2751
 FE2751'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2780 ***********************************************************************
 FE2780  SACS        -  This is a Secondary Airport Control Station.
 FE2780  DESIGNATION -  GPS 57 AZ MK
 FE2780  PID         -  FE2780
 FE2780  STATE/COUNTY-  TN/MCNAIRY
 FE2780  USGS QUAD   -  STANTONVILLE (1992)
 FE2780
 FE2780                         *CURRENT SURVEY CONTROL
 FE2780  ___________________________________________________________________
 FE2780* NAD 83(1995)-  35 12 03.63501(N)    088 29 52.87699(W)     ADJUSTED  
 FE2780* NAVD 88     -       184.37   (meters)     604.9    (feet)  GPS OBS   
 FE2780  ___________________________________________________________________
 FE2780  X           -     136,764.421 (meters)                     COMP
 FE2780  Y           -  -5,215,939.142 (meters)                     COMP
 FE2780  Z           -   3,656,202.285 (meters)                     COMP
 FE2780  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 FE2780  ELLIP HEIGHT-         156.73  (meters)          (08/03/04) GPS OBS
 FE2780  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2780
 FE2780  HORZ ORDER  -  FIRST
 FE2780  ELLP ORDER  -  FOURTH    CLASS I
 FE2780
 FE2780.This mark is at Robert Sibley Airport (SZY)
 FE2780
 FE2780.The horizontal coordinates were established by GPS observations
 FE2780.and adjusted by the National Geodetic Survey in February 2001..
 FE2780
 FE2780.The orthometric height was determined by GPS observations and a
 FE2780.high-resolution geoid model.
 FE2780
 FE2780.GPS derived orthometric heights for airport stations designated as
 FE2780.PACS or SACS are published to 2 decimal places.  This maintains
 FE2780.centimeter relative accuracy between the PACS and SACS.  It does
 FE2780.not indicate centimeter accuracy relative to other marks which are
 FE2780.part of the NAVD 88 network.
 FE2780
 FE2780.Photographs are available for this station.
 FE2780
 FE2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2780
 FE2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2780
 FE2780.The ellipsoidal height was determined by GPS observations
 FE2780.and is referenced to NAD 83.
 FE2780
 FE2780.The geoid height was determined by GEOID03.
 FE2780
 FE2780;                    North         East     Units Scale Factor Converg.
 FE2780;SPC TN       -    99,172.332   372,541.920   MT  1.00000901   -1 27 44.8
 FE2780;SPC TN       -   325,367.89  1,222,247.95   sFT  1.00000901   -1 27 44.8
 FE2780;UTM  16      - 3,896,362.410   363,632.944   MT  0.99982918   -0 51 49.2
 FE2780
 FE2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2780!SPC TN       -   0.99997540  x   1.00000901  =   0.99998441
 FE2780!UTM  16      -   0.99997540  x   0.99982918  =   0.99980458
 FE2780
 FE2780:                Primary Azimuth Mark                     Grid Az
 FE2780:SPC TN       -  GPS 57                                   347 15 49.7
 FE2780:UTM  16      -  GPS 57                                   346 39 54.1
 FE2780
 FE2780|---------------------------------------------------------------------|
 FE2780| PID    Reference Object                     Distance      Geod. Az  |
 FE2780|                                                           dddmmss.s |
 FE2780| FE2751 GPS 57                              APPROX. 0.6 KM 3454804.9 |
 FE2780|---------------------------------------------------------------------|
 FE2780
 FE2780                          SUPERSEDED SURVEY CONTROL
 FE2780
 FE2780  ELLIP H (02/20/01)  156.75   (m)                       GP(       ) 2 1
 FE2780  NAD 83(1995)-  35 12 03.63532(N)    088 29 52.87762(W) AD(       ) 3
 FE2780  ELLIP H (04/12/99)  156.76   (m)                       GP(       ) 4 1
 FE2780  NAD 83(1995)-  35 12 03.63532(N)    088 29 52.87762(W) AD(       ) 3
 FE2780  NAD 83(1995)-  35 12 03.63532(N)    088 29 52.87762(W) AD(       ) 3
 FE2780  NGVD 29 (09/17/90)  184.4    (m)          605.     (f) GPS OBS        
 FE2780
 FE2780.Superseded values are not recommended for survey control.
 FE2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2780.See file dsdata.txt to determine how the superseded data were derived.
 FE2780
 FE2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6363396362(NAD 83)
 FE2780_MARKER: I = METAL ROD
 FE2780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2780_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2780_STAMPING: GPS 57 AZ MK 1987
 FE2780_MARK LOGO: NONE  
 FE2780_PROJECTION: RECESSED 5 CENTIMETERS
 FE2780_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2780+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2780_ROD/PIPE-DEPTH: 3.05 meters
 FE2780_SLEEVE-DEPTH  : 0.90 meters
 FE2780
 FE2780  HISTORY     - Date     Condition        Report By
 FE2780  HISTORY     - 1987     MONUMENTED       NGS
 FE2780  HISTORY     - 19890629 GOOD
 FE2780  HISTORY     - 1999     GOOD             LOWE
 FE2780  HISTORY     - 20031010 GOOD             TNDT
 FE2780
 FE2780                          STATION DESCRIPTION
 FE2780
 FE2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2780'5.5 MILES EAST-NORTHEAST ALONG US HIGHWAY 64 FROM THE JUNCTION
 FE2780'OF US HIGHWAY 45, AND 1.0 MIL SOUTHEAST OF SELMER, TO THE JUNCTION
 FE2780'OF A PAVED ROAD, THENCE 0.2 MILE NORTH ALONG PAVED ROAD TO THE
 FE2780'JUNCTION OF A CROSSROAD, THENCE 0.55 MILE NORTHWEST LONG A PAVED
 FE2780'ROAD TO THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.05 MILE
 FE2780'EASTERLY ALONG AIRPORT ENTRANCE DRIVE TO THE OFFICE OF THE
 FE2780'ROBERT SIBLEY AIRPORT, THENCE 0.10 MILE SOUTHEAST ALONG TAXIWAY TO
 FE2780'JUNCTION OF RUNWAY, THENCE 0.15 MILE SOUTH ALONG RUNWAY TO THE
 FE2780'NORTHERN ONE OF TWO VASIS AND MARK, A 3-D MARK, A STAINLESS
 FE2780'STEEL ROD DRIVEN 10.0 FEET TO REFUSAL, 5 INCHES BELOW GROUND,
 FE2780'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A
 FE2780'5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED GPS 57 AZ MK 1987, 2 INCHES
 FE2780'BELOW GROUND, WITH A REBAR IN CONCRETE, 12.2 FEET EAST OF THE CENTER
 FE2780'OF A CONCRETE BASE FOR THE NORTHERN VASI, 39.0 FEET SOUTHWEST OF
 FE2780'SOUTHWEST EDGE OF RUNWAY, AND 1.0 FOOT SOUTH OF A FIBERGLASS
 FE2780'WITNESS POST.
 FE2780
 FE2780                          STATION RECOVERY (1989)
 FE2780
 FE2780'RECOVERED 1989
 FE2780'RECOVERED IN GOOD CONDITION.
 FE2780
 FE2780                          STATION RECOVERY (1999)
 FE2780
 FE2780'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2780'RECOVERED 1999
 FE2780'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2780'SECONDARY AIRPORT CONTROL STATION.
 FE2780' 
 FE2780' 
 FE2780' 
 FE2780'
 FE2780
 FE2780                          STATION RECOVERY (2003)
 FE2780
 FE2780'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2780'THE AZIMUTH MARK IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST NORTHEAST OF
 FE2780'SELMER IN MCNAIRY COUNTY, AT THE SELMER/SIBLEY AIRPORT, AT THE
 FE2780'JUNCTION OF A TAXIWAY AND THE RUNWAY, 0.24 KM (0.15 MI) NORTH
 FE2780'NORTHEAST OF THE AIRPORT OFFICE (A TWO STORY BRICK BUILDING).
 FE2780'OWNERSHIP--AIRPORT MANAGER IS JOSEPH TUCKER OR HOLLIS REEVES,
 FE2780'TELEPHONE (901) 645-3014.  CALL FOR NIGHT ACCESS.
 FE2780' 
 FE2780'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 64/STATE
 FE2780'ROUTE 15 AND US HIGHWAY 45/STATE ROUTE 5 ABOUT 1.6 KM (1 MI) SOUTHEAST
 FE2780'OF SELMER GO EAST NORTHEAST FOR 8.4 KM (5.2 MI) ON US HIGHWAY 64 TO
 FE2780'THE JUNCTION OF A PAVED ROAD.  TURN LEFT AND GO NORTH FOR 1.3 KM (0.8
 FE2780'MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE.  THEN GO 0.16 KM (0.1 MI)
 FE2780'SOUTHEAST ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT
 FE2780'AND GO 0.24 KM (0.15 MI) SOUTH ALONG THE WEST SIDE OF THE RUNWAY TO
 FE2780'THE MARK ON THE RIGHT, BETWEEN A VASI AND THE RUNWAY EDGE.
 FE2780' 
 FE2780'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.05 M
 FE2780'(10 FT).  THE LOGO CAP IS STAMPED--GPS 57 AZ MK 1987--, AND A STEEL
 FE2780'REBAR IS EMBEDDED IN THE CONCRETE.  LOCATED 3.7 M (12.2 FT) EAST OF
 FE2780'THE CENTER OF THE CONCRETE BASE FOR THE SOUTHERN MOST OF THE PREVIOUS
 FE2780'LOCATION OF TWO VASI'S (THIS PREVIOUS LOCATION IS APPROXIMATELY 114.3
 FE2780'M (375 FT) SOUTH OF THE SOUTHERN MOST TAXIWAY LIGHT), 11.9 M (39 FT)
 FE2780'WEST OF THE WEST EDGE OF THE RUNWAY, AND 0.3 METERS (1.0 FT) SOUTH OF
 FE2780'A FIBERGLASS WITNESS POST.
 FE2780' 
 FE2780'*GPS DERIVED ELEVATION USING THE GEIOD 96 MODEL AND THE WGS 1984
 FE2780'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2752 ***********************************************************************
 FE2752  CBN         -  This is a Cooperative Base Network Control Station.
 FE2752  PACS        -  This is a Primary Airport Control Station.
 FE2752  DESIGNATION -  GPS 58
 FE2752  PID         -  FE2752
 FE2752  STATE/COUNTY-  TN/HARDEMAN
 FE2752  USGS QUAD   -  MIDDLEBURG (1980)
 FE2752
 FE2752                         *CURRENT SURVEY CONTROL
 FE2752  ___________________________________________________________________
 FE2752* NAD 83(1995)-  35 12 44.84620(N)    089 02 36.18469(W)     ADJUSTED  
 FE2752* NAVD 88     -       151.29   (meters)     496.4    (feet)  N HEIGHT  
 FE2752  ___________________________________________________________________
 FE2752  X           -      87,098.982 (meters)                     COMP
 FE2752  Y           -  -5,216,245.261 (meters)                     COMP
 FE2752  Z           -   3,657,220.814 (meters)                     COMP
 FE2752  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FE2752  ELLIP HEIGHT-         123.40  (meters)          (08/03/04) GPS OBS
 FE2752  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2752  DYNAMIC HT  -         151.15  (meters)     495.9   (feet)  COMP
 FE2752  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FE2752
 FE2752  HORZ ORDER  -  B
 FE2752  VERT ORDER  -  THIRD
 FE2752  ELLP ORDER  -  FOURTH    CLASS I
 FE2752
 FE2752.This mark is at William L Whitehurst Fld Airport (M08)
 FE2752
 FE2752.The horizontal coordinates were established by GPS observations
 FE2752.and adjusted by the National Geodetic Survey in December 1995..
 FE2752
 FE2752.The orthometric height was determined by differential leveling
 FE2752.and adjusted by the National Geodetic Survey in August 1996..
 FE2752.The height was determined by precise leveling from only one NSRS
 FE2752.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2752.allowed ONLY to validate the GPS-derived height.
 FE2752
 FE2752.Photographs are available for this station.
 FE2752
 FE2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2752
 FE2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2752
 FE2752.The ellipsoidal height was determined by GPS observations
 FE2752.and is referenced to NAD 83.
 FE2752
 FE2752.The geoid height was determined by GEOID03.
 FE2752
 FE2752.The dynamic height is computed by dividing the NAVD 88
 FE2752.geopotential number by the normal gravity value computed on the
 FE2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2752.degrees latitude (g = 980.6199 gals.).
 FE2752
 FE2752.The modeled gravity was interpolated from observed gravity values.
 FE2752
 FE2752;                    North         East     Units Scale Factor Converg.
 FE2752;SPC TN       -   101,847.588   322,937.768   MT  1.00000684   -1 46 54.2
 FE2752;SPC TN       -   334,144.96  1,059,504.99   sFT  1.00000684   -1 46 54.2
 FE2752;UTM  16      - 3,898,517.042   314,007.688   MT  1.00002634   -1 10 42.9
 FE2752
 FE2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2752!SPC TN       -   0.99998063  x   1.00000684  =   0.99998747
 FE2752!UTM  16      -   0.99998063  x   1.00002634  =   1.00000697
 FE2752
 FE2752:                Primary Azimuth Mark                     Grid Az
 FE2752:SPC TN       -  GPS 58 AZ MK                             008 32 01.3
 FE2752:UTM  16      -  GPS 58 AZ MK                             007 55 50.0
 FE2752
 FE2752|---------------------------------------------------------------------|
 FE2752| PID    Reference Object                     Distance      Geod. Az  |
 FE2752|                                                           dddmmss.s |
 FE2752| FE2781 GPS 58 AZ MK                        APPROX. 0.6 KM 0064507.1 |
 FE2752| AI9833 M08 A                               457.259 METERS 1883323.1 |
 FE2752|---------------------------------------------------------------------|
 FE2752
 FE2752                          SUPERSEDED SURVEY CONTROL
 FE2752
 FE2752  ELLIP H (12/14/95)  123.47   (m)                       GP(       ) 1 2
 FE2752  NAD 83(1995)-  35 12 44.84556(N)    089 02 36.18407(W) AD(       ) B
 FE2752  ELLIP H (09/07/90)  123.44   (m)                       GP(       ) 4 1
 FE2752  NAVD 88 (02/20/01)  151.29   (m)          496.4    (f) LEVELING    3  
 FE2752  NGVD 29 (??/??/??)  151.28   (m)          496.3    (f) N HEIGHT    3  
 FE2752
 FE2752.Superseded values are not recommended for survey control.
 FE2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2752.See file dsdata.txt to determine how the superseded data were derived.
 FE2752
 FE2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1400898517(NAD 83)
 FE2752_MARKER: I = METAL ROD
 FE2752_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2752_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2752_STAMPING: GPS 58 1987
 FE2752_MARK LOGO: NGS   
 FE2752_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2752+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2752
 FE2752  HISTORY     - Date     Condition        Report By
 FE2752  HISTORY     - 1987     MONUMENTED       NGS
 FE2752  HISTORY     - 19890628 GOOD
 FE2752  HISTORY     - 19930519 GOOD
 FE2752  HISTORY     - 19950620 GOOD             NGS
 FE2752  HISTORY     - 1999     GOOD             LOWE
 FE2752  HISTORY     - 20031010 GOOD             TNDT
 FE2752
 FE2752                          STATION DESCRIPTION
 FE2752
 FE2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2752'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) SOUTHWEST OF BOLIVAR, AT
 FE2752'THE BOLIVAR/HARDEMAN COUNTY AIRPORT,
 FE2752'0.16 KM (0.1 MI) SOUTH-SOUTHWEST OF THE AIRPORT OFFICE, BETWEEN THE
 FE2752'RUNWAY AND A PARKING RAMP.
 FE2752'OWNERSHIP--AIRPORT MANAGER IS BILLY AND JUDY WHITEHURST, TELEPHONE
 FE2752'(901)658-6282.  CALL FOR NIGHT ACCESS.
 FE2752'
 FE2752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2752'ROUTE 18 JUST WEST OF BOLIVAR GO SOUTHWEST FOR
 FE2752'5.3 KM (3.3 MI) ON STATE ROUTE 18 TO THE AIRPORT ENTRANCE DRIVE.
 FE2752'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON THE AIRPORT ENTRANCE
 FE2752'DRIVE TO THE AIRPORT OFFICE AND THE STATION LOCATED 0.16 KM (0.1
 FE2752'MI) SOUTH-SOUTHWEST OF THE OFFICE.
 FE2752'
 FE2752'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN TO
 FE2752'REFUSAL.  THE LOGO CAP IS STAMPED---GPS 58 1987---, AND A STEEL
 FE2752'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2752'24.7 METERS (81 FT) EAST FROM THE RUNWAY CENTER AND 0.9
 FE2752'METERS (3 FT) BELOW SAME,
 FE2752'30.2 METERS (99 FT) WEST FROM THE WEST EDGE OF THE PARKING RAMP,
 FE2752'22.9 METERS (75 FT) NORTH FROM THE CENTER OF A TAXIWAY CROSSOVER,
 FE2752'10.7 METERS (35 FT) NORTHWEST FROM THE CENTER OF A CULVERT HEADWALL,
 FE2752'0.3 METERS (1 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FE2752
 FE2752                          STATION RECOVERY (1989)
 FE2752
 FE2752'RECOVERED 1989
 FE2752'RECOVERED IN GOOD CONDITION.
 FE2752
 FE2752                          STATION RECOVERY (1993)
 FE2752
 FE2752'RECOVERED 1993
 FE2752'RECOVERED IN GOOD CONDITION.
 FE2752
 FE2752                          STATION RECOVERY (1995)
 FE2752
 FE2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2752'RECOVERED AS DESCRIBED.
 FE2752
 FE2752                          STATION RECOVERY (1999)
 FE2752
 FE2752'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2752'RECOVERED 1999
 FE2752'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2752'AIRPORT CONTROL STATION.
 FE2752' 
 FE2752' 
 FE2752' 
 FE2752' 
 FE2752'
 FE2752
 FE2752                          STATION RECOVERY (2003)
 FE2752
 FE2752'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2781 ***********************************************************************
 FE2781  SACS        -  This is a Secondary Airport Control Station.
 FE2781  DESIGNATION -  GPS 58 AZ MK
 FE2781  PID         -  FE2781
 FE2781  STATE/COUNTY-  TN/HARDEMAN
 FE2781  USGS QUAD   -  MIDDLEBURG (1980)
 FE2781
 FE2781                         *CURRENT SURVEY CONTROL
 FE2781  ___________________________________________________________________
 FE2781* NAD 83(1995)-  35 13 04.77782(N)    089 02 33.30918(W)     ADJUSTED  
 FE2781* NAVD 88     -       147.79   (meters)     484.9    (feet)  GPS OBS   
 FE2781  ___________________________________________________________________
 FE2781  X           -      87,165.735 (meters)                     COMP
 FE2781  Y           -  -5,215,887.022 (meters)                     COMP
 FE2781  Z           -   3,657,720.643 (meters)                     COMP
 FE2781  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FE2781  ELLIP HEIGHT-         119.90  (meters)          (08/03/04) GPS OBS
 FE2781  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE2781
 FE2781  HORZ ORDER  -  FIRST
 FE2781  ELLP ORDER  -  FOURTH    CLASS I
 FE2781
 FE2781.This mark is at William L Whitehurst Fld Airport (M08)
 FE2781
 FE2781.The horizontal coordinates were established by GPS observations
 FE2781.and adjusted by the National Geodetic Survey in February 2001..
 FE2781
 FE2781.The orthometric height was determined by GPS observations and a
 FE2781.high-resolution geoid model.
 FE2781
 FE2781.GPS derived orthometric heights for airport stations designated as
 FE2781.PACS or SACS are published to 2 decimal places.  This maintains
 FE2781.centimeter relative accuracy between the PACS and SACS.  It does
 FE2781.not indicate centimeter accuracy relative to other marks which are
 FE2781.part of the NAVD 88 network.
 FE2781
 FE2781.Photographs are available for this station.
 FE2781
 FE2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2781
 FE2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2781
 FE2781.The ellipsoidal height was determined by GPS observations
 FE2781.and is referenced to NAD 83.
 FE2781
 FE2781.The geoid height was determined by GEOID03.
 FE2781
 FE2781;                    North         East     Units Scale Factor Converg.
 FE2781;SPC TN       -   102,459.285   323,029.554   MT  1.00000580   -1 46 52.5
 FE2781;SPC TN       -   336,151.84  1,059,806.13   sFT  1.00000580   -1 46 52.5
 FE2781;UTM  16      - 3,899,129.684   314,093.032   MT  1.00002595   -1 10 41.8
 FE2781
 FE2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2781!SPC TN       -   0.99998118  x   1.00000580  =   0.99998698
 FE2781!UTM  16      -   0.99998118  x   1.00002595  =   1.00000713
 FE2781
 FE2781:                Primary Azimuth Mark                     Grid Az
 FE2781:SPC TN       -  GPS 58                                   188 32 01.2
 FE2781:UTM  16      -  GPS 58                                   187 55 50.5
 FE2781
 FE2781|---------------------------------------------------------------------|
 FE2781| PID    Reference Object                     Distance      Geod. Az  |
 FE2781|                                                           dddmmss.s |
 FE2781| FE2752 GPS 58                              APPROX. 0.6 KM 1864508.7 |
 FE2781|---------------------------------------------------------------------|
 FE2781
 FE2781                          SUPERSEDED SURVEY CONTROL
 FE2781
 FE2781  ELLIP H (02/20/01)  120.04   (m)                       GP(       ) 2 1
 FE2781  NAD 83(1995)-  35 13 04.77762(N)    089 02 33.30898(W) AD(       ) 3
 FE2781  ELLIP H (04/12/99)  120.02   (m)                       GP(       ) 4 1
 FE2781  NAD 83(1995)-  35 13 04.77698(N)    089 02 33.30836(W) AD(       ) 3
 FE2781  NAD 83(1995)-  35 13 04.77698(N)    089 02 33.30836(W) AD(       ) 3
 FE2781  NGVD 29 (09/17/90)  147.8    (m)          485.     (f) GPS OBS        
 FE2781
 FE2781.Superseded values are not recommended for survey control.
 FE2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2781.See file dsdata.txt to determine how the superseded data were derived.
 FE2781
 FE2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1409399130(NAD 83)
 FE2781_MARKER: I = METAL ROD
 FE2781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2781_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2781_STAMPING: GPS 58 AZ MK 1987
 FE2781_MARK LOGO: NGS   
 FE2781_PROJECTION: RECESSED 7 CENTIMETERS
 FE2781_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2781+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2781_ROD/PIPE-DEPTH: 29.2 meters
 FE2781_SLEEVE-DEPTH  : 0.90 meters
 FE2781
 FE2781  HISTORY     - Date     Condition        Report By
 FE2781  HISTORY     - 1987     MONUMENTED       NGS
 FE2781  HISTORY     - 19890628 GOOD
 FE2781  HISTORY     - 1999     GOOD             LOWE
 FE2781  HISTORY     - 20031010 GOOD             TNDT
 FE2781
 FE2781                          STATION DESCRIPTION
 FE2781
 FE2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2781'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF US
 FE2781'HIGHWAY 64, JUST WEST OF BOLIVAR, TO THE JUNCTION OF AIRPORT ENTRANCE
 FE2781'DRIVE, THENCE 0.8 MILE SOUTH ALONG AIRPORT ENTRANCE DRIVE TO THE
 FE2781'OFFICE OF BOLIVAR HARDMAN COUNTY AIRPORT, THENCE 0.10 MILE ALONG
 FE2781'TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.20 MILE NORTH ALONG RUNWAY
 FE2781'TO MARK AT THE SOUTHERN VASI OF TWO A 3-D MARK, A STAINLESS STEEL
 FE2781'ROD DRIVEN 96.0 FEET RE REFUSAL, 5 INCH PVC PIPE WITH LOGO CAP
 FE2781'---STAMPED GPS 58 AZ MK 1987, 3 INCHES BELOW GROUND WITH A REBAR IN
 FE2781'CONCRETE, ALSO 0.10 MILE SOUTH OF NORTH END OF RUNWAY 11.5 FEET WEST
 FE2781'OF CENTER OF CONCRETE BASE FOR VASI, 38.4 FEET EAST OF EAST EDGE OF
 FE2781'RUNWAY, AND 1.0 FOOT NORTH OF A FIBERGLASS WITNESS POST.
 FE2781
 FE2781                          STATION RECOVERY (1989)
 FE2781
 FE2781'RECOVERED 1989
 FE2781'RECOVERED IN GOOD CONDITION.
 FE2781
 FE2781                          STATION RECOVERY (1999)
 FE2781
 FE2781'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2781'RECOVERED 1999
 FE2781'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2781'SECONDARY AIRPORT CONTROL STATION.
 FE2781' 
 FE2781' 
 FE2781'
 FE2781
 FE2781                          STATION RECOVERY (2003)
 FE2781
 FE2781'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2781'THE AZIMUTH MARK IS LOCATED ABOUT 8.1 KM (5 MI) SOUTHWEST OF BOLIVAR,
 FE2781'AT THE BOLIVAR/HARDEMAN COUNTY AIRPORT, 0.16 KM (0.1 MI) SOUTH
 FE2781'SOUTHWEST OF THE AIRPORT OFFICE, BETWEEN THE RUNWAY AND A PARKING
 FE2781'RAMP.  OWNERHIP--AIRPORT MANAGER IS DAVE PERRIN (PARTNER IS STEVE
 FE2781'ALDRED), TELEPHONE (901) 658-7556.  CALL FOR NIGHT ACCESS.
 FE2781' 
 FE2781'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 64 AND STATE ROUTE
 FE2781'18 JUST WEST OF BOLIVAR GO SOUTHWEST FOR 5.3 KM (3.3 MI) ON STATE
 FE2781'ROUTE 18 TO THE AIRPORT ENTRANCE DRIVE.  TURN LEFT AND GO SOUTH FOR
 FE2781'1.3 KM (0.8 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE.
 FE2781'THEN TURN RIGHT AND GO NORTH 0.5 KM (0.3 MI) ALONG THE TAXIWAY TO THE
 FE2781'MARK.  THE DISTANCE IS MEASURED FROM THE GATE AT THE NORTHWEST CORNER
 FE2781'OF THE AIRPORT OFFICE BUILDING, HOWEVER, THE GATE IS OFTEN LOCKED AND
 FE2781'ACCESS PROVIDED AROUND THE BACK OF THE OFFICE BUILDING AND HANGAR.
 FE2781' 
 FE2781'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 29.3 M
 FE2781'(96 FT) TO REFUSAL.  THE LOGO CAP IS STAMPED--GPS 58 AZ MK 1987--, AND
 FE2781'IS 0.08 M (0.25 FT) BELOW THE SURFACE OF THE GROUND, WITH A REBAR IN
 FE2781'THE CONCRETE.  LOCATED 3.5 M (11.5 FT) WEST OF THE CENTER OF THE
 FE2781'CONCRETE BASE FOR A VASI, 11.7 M (38.4 FT) EAST OF THE EAST EDGE OF
 FE2781'THE RUNWAY, 31.9 M (104.5 FT) WEST OF THE WEST EDGE OF THE TAXIWAY,
 FE2781'30.0 M (98.5 FT) NORTH OF A VASI, AND 0.3 M (1.0 FT) NORTH OF A
 FE2781'FIBERGLASS WITNESS POST.  ALSO 0.16 KM (0.1 MI) SOUTH OF THE NORTH END
 FE2781'OF THE RUNWAY.
 FE2781' 
 FE2781'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2781'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2753 ***********************************************************************
 FE2753  CBN         -  This is a Cooperative Base Network Control Station.
 FE2753  DESIGNATION -  GPS 59
 FE2753  PID         -  FE2753
 FE2753  STATE/COUNTY-  TN/FAYETTE
 FE2753  USGS QUAD   -  MACON (1983)
 FE2753
 FE2753                         *CURRENT SURVEY CONTROL
 FE2753  ___________________________________________________________________
 FE2753* NAD 83(1995)-  35 09 21.84872(N)    089 26 47.90713(W)     ADJUSTED  
 FE2753* NAVD 88     -       124.5    (meters)     408.     (feet)  GPS OBS   
 FE2753  ___________________________________________________________________
 FE2753  X           -      50,419.021 (meters)                     COMP
 FE2753  Y           -  -5,220,311.972 (meters)                     COMP
 FE2753  Z           -   3,652,092.425 (meters)                     COMP
 FE2753  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2753  ELLIP HEIGHT-          96.83  (meters)          (08/03/04) GPS OBS
 FE2753  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2753
 FE2753  HORZ ORDER  -  B
 FE2753  ELLP ORDER  -  FOURTH    CLASS I
 FE2753
 FE2753.The horizontal coordinates were established by GPS observations
 FE2753.and adjusted by the National Geodetic Survey in December 1995..
 FE2753
 FE2753.The orthometric height was determined by GPS observations and a
 FE2753.high-resolution geoid model.
 FE2753
 FE2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2753
 FE2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2753
 FE2753.The ellipsoidal height was determined by GPS observations
 FE2753.and is referenced to NAD 83.
 FE2753
 FE2753.The geoid height was determined by GEOID03.
 FE2753
 FE2753;                    North         East     Units Scale Factor Converg.
 FE2753;SPC TN       -    96,812.678   286,020.331   MT  1.00001790   -2 01 04.1
 FE2753;SPC TN       -   317,626.26    938,385.04   sFT  1.00001790   -2 01 04.1
 FE2753;UTM  16      - 3,893,091.560   277,141.703   MT  1.00021213   -1 24 33.7
 FE2753
 FE2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2753!SPC TN       -   0.99998480  x   1.00001790  =   1.00000270
 FE2753!UTM  16      -   0.99998480  x   1.00021213  =   1.00019693
 FE2753
 FE2753                          SUPERSEDED SURVEY CONTROL
 FE2753
 FE2753  ELLIP H (12/14/95)   96.96   (m)                       GP(       ) 1 2
 FE2753  NAD 83(1995)-  35 09 21.84804(N)    089 26 47.90563(W) AD(       ) B
 FE2753  ELLIP H (09/07/90)   96.99   (m)                       GP(       ) 4 1
 FE2753  NGVD 29 (09/07/90)  124.6    (m)          409.     (f) GPS OBS        
 FE2753
 FE2753.Superseded values are not recommended for survey control.
 FE2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2753.See file dsdata.txt to determine how the superseded data were derived.
 FE2753
 FE2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7714293092(NAD 83)
 FE2753_MARKER: I = METAL ROD
 FE2753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2753_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2753_STAMPING: GPS 59 1987
 FE2753_MARK LOGO: NGS   
 FE2753_PROJECTION: FLUSH
 FE2753_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2753+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2753_ROD/PIPE-DEPTH: 7.90 meters
 FE2753_SLEEVE-DEPTH  : 0.90 meters
 FE2753
 FE2753  HISTORY     - Date     Condition        Report By
 FE2753  HISTORY     - 1987     MONUMENTED       NGS
 FE2753  HISTORY     - 1987     GOOD             NGS
 FE2753  HISTORY     - 19890627 GOOD
 FE2753  HISTORY     - 19900823 GOOD             WHPCO
 FE2753  HISTORY     - 19910102 GOOD             NGS
 FE2753  HISTORY     - 19930519 GOOD
 FE2753  HISTORY     - 19950620 GOOD             NGS
 FE2753  HISTORY     - 20000819 GOOD             LOCENG
 FE2753  HISTORY     - 20031010 GOOD             TNDT
 FE2753
 FE2753                          STATION DESCRIPTION
 FE2753
 FE2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2753'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHWEST OF
 FE2753'SOMERVILLE, IN A GRASS ISLAND AT THE JUNCTION OF STATE ROUTES 195
 FE2753'AND 193.
 FE2753'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2753'
 FE2753'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE GO
 FE2753'SOUTH FOR 2.6 KM (1.6 MI) ON STATE ROUTE 76 TO THE JUNCTION OF
 FE2753'STATE ROUTE 195.
 FE2753'TURN RIGHT AND GO SOUTHWEST FOR 12.1 KM (7.5 MI) ON STATE ROUTE 195
 FE2753'TO THE JUNCTION OF STATE ROUTE 193 AND THE STATION.
 FE2753'
 FE2753'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.9 METERS
 FE2753'(26 FT).  THE LOGO CAP IS STAMPED---GPS 59 1987---, AND A STEEL
 FE2753'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2753'8.2 METERS (27 FT) SOUTH FROM THE CENTER OF STATE ROUTE 195,
 FE2753'7.3 METERS (24 FT) NORTH FROM THE CENTER OF STATE ROUTE 193 AND
 FE2753'LEVEL WITH SAME,
 FE2753'6.1 METERS (20 FT) EAST FROM A FIBERGLASS WITNESS POST AND STOP
 FE2753'SIGN,
 FE2753'39.0 METERS (128 FT) EAST FROM A POWER POLE WITH FOUR GUY WIRES.
 FE2753
 FE2753                          STATION RECOVERY (1987)
 FE2753
 FE2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2753'RECOVERED IN GOOD CONDITION.
 FE2753
 FE2753                          STATION RECOVERY (1989)
 FE2753
 FE2753'RECOVERED 1989
 FE2753'RECOVERED IN GOOD CONDITION.
 FE2753
 FE2753                          STATION RECOVERY (1990)
 FE2753
 FE2753'RECOVERY NOTE BY W H PORTER AND COMPANY INCORPORATED 1990
 FE2753'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF SOMERVILLE,
 FE2753'IN A GRASS ISLAND AT THE JUNCTION OF STATE ROUTES 195 AND 193.
 FE2753'OWNERSHIP-- STATE RIGHT-OF-WAY.
 FE2753'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE GO SOUTH FOR
 FE2753'2.6 KM (1.6 MI) ON STATE ROUTE 76 TO THE JUNCTION OF STATE ROUTE 195.
 FE2753'TURN RIGHT AND GO SOUTHWEST FOR 12.1 KM (7.5 MI) ON STATE ROUTE 195
 FE2753'TO THE JUNCTION OF STATE ROUTE 193 AND THE STATION.
 FE2753'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.9 METERS
 FE2753'(26 FT.). THE LOGO CAP IS STAMPED ---GPS 59 1987---, AND A STEEL
 FE2753'SPIKE IS EMBEDDED IN THE CONCRETE. LOCATED 8.2 METERS (27 FT.) SOUTH
 FE2753'FROM THE CENTER OF STATE ROUTE 193 AND LEVEL WITH SAME, 6.1 METERS
 FE2753'(20 FT.) EAST FROM A FIBERGLASS WTNESS POST AND STOP SIGN, 39.0
 FE2753'METERS (128 FT.) EAST FROM A POWER POLE WITH FOUR GUY WIRES.
 FE2753
 FE2753                          STATION RECOVERY (1991)
 FE2753
 FE2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2753'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) EAST OF MACON, 14.64 KM
 FE2753'(9.10 MI) SOUTHWEST OF SOMERVILLE AND AT THE JUNCTION OF STATE
 FE2753'HIGHWAYS 193 AND 195.  OWNERSHIP--TENNESSEE DEPARTMENT OF
 FE2753'TRANSPORTATION, P.O. BOX 23107, NASHVILLE, TN 37202, PHONE
 FE2753'615-741-2158.
 FE2753'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193 AND 194,
 FE2753'ON THE SOUTH SIDE OF MACON, GO EAST ON STATE HIGHWAY 193 FOR 3.78 KM
 FE2753'(2.35 MI) TO THE JUNCTION OF STATE HIGHWAY 195 AND THE STATION ON THE
 FE2753'RIGHT IN THE CENTER OF THE GRASSY TRIANGLE FORMED BY THE JUNCTION OF
 FE2753'THE HIGHWAYS.
 FE2753'THE STATION IS LOCATED 8.2 M (26.9 FT) SOUTH OF THE CENTER OF HIGHWAY
 FE2753'195, 7.3 M (24.0 FT) NORTH OF THE CENTER OF HIGHWAY 193, 6.4 M
 FE2753'(21.0 FT) NORTH-NORTHEAST OF THE METAL POST OF A STOP SIGN, 5.7 M
 FE2753'(18.7 FT) EAST-NORTHEAST OF THE METAL POST OF A ROAD SIGN (RHEA DR.
 FE2753'MACON RD.)AND 0.2 M (0.7 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 FE2753
 FE2753                          STATION RECOVERY (1993)
 FE2753
 FE2753'RECOVERED 1993
 FE2753'RECOVERED IN GOOD CONDITION.
 FE2753
 FE2753                          STATION RECOVERY (1995)
 FE2753
 FE2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2753'RECOVERED AS DESCRIBED.
 FE2753
 FE2753                          STATION RECOVERY (2000)
 FE2753
 FE2753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FE2753'FOUND IN GOOD CONDITION W/ SURVEY MARKER
 FE2753
 FE2753                          STATION RECOVERY (2003)
 FE2753
 FE2753'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2656 ***********************************************************************
 GB2656  FBN         -  This is a Federal Base Network Control Station.
 GB2656  DESIGNATION -  GPS 6
 GB2656  PID         -  GB2656
 GB2656  STATE/COUNTY-  TN/CAMPBELL
 GB2656  USGS QUAD   -  PIONEER (1979)
 GB2656
 GB2656                         *CURRENT SURVEY CONTROL
 GB2656  ___________________________________________________________________
 GB2656* NAD 83(1995)-  36 24 50.17099(N)    084 16 51.61977(W)     ADJUSTED  
 GB2656* NAVD 88     -       561.72   (meters)    1842.9    (feet)  LEVELING  
 GB2656  ___________________________________________________________________
 GB2656  X           -     512,128.828 (meters)                     COMP
 GB2656  Y           -  -5,113,714.865 (meters)                     COMP
 GB2656  Z           -   3,765,569.214 (meters)                     COMP
 GB2656  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 GB2656  ELLIP HEIGHT-         532.29  (meters)          (08/03/04) GPS OBS
 GB2656  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB2656
 GB2656  HORZ ORDER  -  B
 GB2656  VERT ORDER  -  THIRD ?
 GB2656  ELLP ORDER  -  FOURTH    CLASS I
 GB2656
 GB2656.The horizontal coordinates were established by GPS observations
 GB2656.and adjusted by the National Geodetic Survey in September 1994..
 GB2656
 GB2656.The orthometric height was determined by differential leveling.
 GB2656.The vertical network tie was performed by a horz. field party for horz.
 GB2656.obs reductions. Reset procedures were used to establish the elevation.
 GB2656
 GB2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2656
 GB2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2656
 GB2656.The ellipsoidal height was determined by GPS observations
 GB2656.and is referenced to NAD 83.
 GB2656
 GB2656.The geoid height was determined by GEOID03.
 GB2656
 GB2656;                    North         East     Units Scale Factor Converg.
 GB2656;SPC TN       -   232,199.681   754,168.868   MT  0.99999952   +1 00 22.9
 GB2656;SPC TN       -   761,808.45  2,474,302.36   sFT  0.99999952   +1 00 22.9
 GB2656;UTM  16      - 4,033,297.036   743,796.723   MT  1.00033237   +1 36 53.4
 GB2656
 GB2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2656!SPC TN       -   0.99991647  x   0.99999952  =   0.99991599
 GB2656!UTM  16      -   0.99991647  x   1.00033237  =   1.00024881
 GB2656
 GB2656                          SUPERSEDED SURVEY CONTROL
 GB2656
 GB2656  ELLIP H (09/07/94)  532.28   (m)                       GP(       ) 4 1
 GB2656  NAD 83(1995)-  36 24 50.17340(N)    084 16 51.62500(W) AD(       ) B
 GB2656  ELLIP H (09/07/90)  532.24   (m)                       GP(       ) 4 1
 GB2656  NGVD 29 (09/07/90)  562.0    (m)         1844.     (f) GPS OBS        
 GB2656
 GB2656.Superseded values are not recommended for survey control.
 GB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2656.See file dsdata.txt to determine how the superseded data were derived.
 GB2656
 GB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4379733297(NAD 83)
 GB2656_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2656_SETTING: 66 = SET IN ROCK OUTCROP
 GB2656_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GB2656_STAMPING: GPS 6 1987
 GB2656_MARK LOGO: NGS   
 GB2656_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2656+STABILITY: POSITION/ELEVATION WELL
 GB2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2656+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 GB2656
 GB2656  HISTORY     - Date     Condition        Report By
 GB2656  HISTORY     - 1987     MONUMENTED       NGS
 GB2656  HISTORY     - 1987     GOOD             NGS
 GB2656  HISTORY     - 1988     GOOD             AEROS
 GB2656  HISTORY     - 19931013 GOOD             NGS
 GB2656  HISTORY     - 19950607 GOOD             NGS
 GB2656  HISTORY     - 20031010 GOOD             TNDT
 GB2656  HISTORY     - 20050120 GOOD             CAS
 GB2656
 GB2656                          STATION DESCRIPTION
 GB2656
 GB2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2656'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF PIONEER, AT THE
 GB2656'JUNCTION OF INTERSTATE 75 AND STINKING CREEK ROAD (EXIT 144).
 GB2656'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GB2656'
 GB2656'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 75 AND STINKING
 GB2656'CREEK ROAD (EXIT 144) ON THE HIGH SPOT IN THE TRIANGLE PLOT OF
 GB2656'GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF SOUTHBOUND
 GB2656'INTERSTATE 75.
 GB2656'
 GB2656'THE STATION IS A STANDARD NGS DISK
 GB2656'STAMPED---GPS 6 1987---,
 GB2656'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.9 METERS (3
 GB2656'FT) BY 0.5 METERS (1.5 FT).  LOCATED
 GB2656'39.3 METERS (129 FT) NORTH FROM THE ENTRANCE RAMP CENTERLINE,
 GB2656'35.4 METERS (116 FT) EAST FROM THE EXIT RAMP CENTERLINE,
 GB2656'28.0 METERS (92 FT) SOUTHWEST FROM THE CENTERLINE OF THE SOUTHBOUND
 GB2656'LANES AND 0.6 METERS (2 FT) ABOVE SAME,
 GB2656'0.23 METERS (0.75 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST
 GB2656'CEMENTED IN THE ROCK.
 GB2656
 GB2656                          STATION RECOVERY (1987)
 GB2656
 GB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2656'RECOVERED IN GOOD CONDITION.
 GB2656
 GB2656                          STATION RECOVERY (1988)
 GB2656
 GB2656'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 GB2656'THE STATION WAS RECOVERED AT THIS DATE.
 GB2656'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D. A. C.
 GB2656'IN 1987.
 GB2656
 GB2656                          STATION RECOVERY (1993)
 GB2656
 GB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2656'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NORTHWEST OF CARYVILLE,
 GB2656'4.8 KM (3.00 MI) SOUTHEAST OF TERRY CREEK AND 3.2 KM (2.00 MI) EAST
 GB2656'OF PIONEER.  OWNERSHIP-- HIGHWAY RIGHT-OF-WAY.
 GB2656'THE STATION IS 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. LOCATED
 GB2656'AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STINKING CREEK ROAD
 GB2656'(EXIT 144), ON THE HIGH SPOT OF THE TRIANGLE PLOT OF GROUND FORMED BY
 GB2656'THE EXIT AND ENTRANCE RAMPS OF THE SOUTHBOUND LANES OF INTERSTATE
 GB2656'HIGHWAY 75, SET IN A ROCK OUTCROP 39.3 M (128.9 FT) NORTH FROM THE
 GB2656'CENTERLINE OF THE ENTRANCE RAMP, 35.4 M (116.1 FT) EAST FROM THE
 GB2656'CENTERLINE OF THE EXIT RAMP, 28.0 M (91.9 FT) SOUTHWEST FROM THE
 GB2656'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY AND 0.23 M
 GB2656'(0.75 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST CEMENTED IN
 GB2656'THE ROCK.
 GB2656
 GB2656                          STATION RECOVERY (1995)
 GB2656
 GB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2656'RECOVERED AS DESCRIBED.
 GB2656
 GB2656                          STATION RECOVERY (2003)
 GB2656
 GB2656'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2656'RECOVERED AS DESCRIBED.
 GB2656
 GB2656                          STATION RECOVERY (2005)
 GB2656
 GB2656'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 GB2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2754 ***********************************************************************
 FE2754  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2754  FBN         -  This is a Federal Base Network Control Station.
 FE2754  DESIGNATION -  GPS 60
 FE2754  PID         -  FE2754
 FE2754  STATE/COUNTY-  TN/SHELBY
 FE2754  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2754
 FE2754                         *CURRENT SURVEY CONTROL
 FE2754  ___________________________________________________________________
 FE2754* NAD 83(1995)-  35 08 46.44544(N)    089 54 24.04716(W)     ADJUSTED  
 FE2754* NAVD 88     -        84.00   (meters)     275.6    (feet)  GPS OBS   
 FE2754  ___________________________________________________________________
 FE2754  X           -       8,503.921 (meters)                     COMP
 FE2754  Y           -  -5,221,143.836 (meters)                     COMP
 FE2754  Z           -   3,651,177.210 (meters)                     COMP
 FE2754  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2754  ELLIP HEIGHT-          56.66  (meters)          (08/03/04) GPS OBS
 FE2754  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2754  DYNAMIC HT  -          83.93  (meters)     275.4   (feet)  COMP
 FE2754  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FE2754
 FE2754  HORZ ORDER  -  B
 FE2754  VERT ORDER  -  THIRD (See Below)
 FE2754  ELLP ORDER  -  FOURTH    CLASS I
 FE2754
 FE2754.The horizontal coordinates were established by GPS observations
 FE2754.and adjusted by the National Geodetic Survey in September 2003..
 FE2754
 FE2754.The orthometric height was determined by GPS observations and a
 FE2754.high-resolution geoid model using precise GPS observation and
 FE2754.processing techniques. It supersedes the leveled height previously
 FE2754.determined for this station.
 FE2754.The vertical order pertains to the first NAVD 88 superseded value.
 FE2754
 FE2754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2754
 FE2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2754
 FE2754.The ellipsoidal height was determined by GPS observations
 FE2754.and is referenced to NAD 83.
 FE2754
 FE2754.The geoid height was determined by GEOID03.
 FE2754
 FE2754.The dynamic height is computed by dividing the NAVD 88
 FE2754.geopotential number by the normal gravity value computed on the
 FE2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2754.degrees latitude (g = 980.6199 gals.).
 FE2754
 FE2754.The modeled gravity was interpolated from observed gravity values.
 FE2754
 FE2754;                    North         East     Units Scale Factor Converg.
 FE2754;SPC TN       -    97,296.829   244,089.440   MT  1.00001993   -2 17 13.7
 FE2754;SPC TN       -   319,214.68    800,816.77   sFT  1.00001993   -2 17 13.7
 FE2754;UTM  16      - 3,893,128.811   235,194.794   MT  1.00046429   -1 40 27.3
 FE2754
 FE2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2754!SPC TN       -   0.99999111  x   1.00001993  =   1.00001104
 FE2754!UTM  16      -   0.99999111  x   1.00046429  =   1.00045539
 FE2754
 FE2754                          SUPERSEDED SURVEY CONTROL
 FE2754
 FE2754  ELLIP H (09/08/03)   56.61   (m)                       GP(       ) 4 1
 FE2754  ELLIP H (09/21/01)   56.70   (m)                       GP(       ) 4 2
 FE2754  NAD 83(1995)-  35 08 46.44496(N)    089 54 24.04763(W) AD(       ) B
 FE2754  ELLIP H (12/14/95)   56.71   (m)                       GP(       ) 1 2
 FE2754  NAD 83(1995)-  35 08 46.44383(N)    089 54 24.04583(W) AD(       ) B
 FE2754  ELLIP H (09/07/90)   56.73   (m)                       GP(       ) 4 1
 FE2754  NAVD 88 (08/13/96)   84.09   (m)          275.9    (f) N HEIGHT    3  
 FE2754  NGVD 29 (??/??/??)   84.07   (m)          275.8    (f) N HEIGHT    3  
 FE2754
 FE2754.Superseded values are not recommended for survey control.
 FE2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2754.See file dsdata.txt to determine how the superseded data were derived.
 FE2754
 FE2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3519593129(NAD 83)
 FE2754_MARKER: I = METAL ROD
 FE2754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2754_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2754_STAMPING: GPS 60 1987
 FE2754_MARK LOGO: NGS   
 FE2754_PROJECTION: FLUSH
 FE2754_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2754+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2754_ROD/PIPE-DEPTH: 9.10 meters
 FE2754_SLEEVE-DEPTH  : 0.90 meters
 FE2754
 FE2754  HISTORY     - Date     Condition        Report By
 FE2754  HISTORY     - 1987     MONUMENTED       NGS
 FE2754  HISTORY     - 1987     GOOD             NGS
 FE2754  HISTORY     - 19890627 GOOD
 FE2754  HISTORY     - 19900823 GOOD             WHPCO
 FE2754  HISTORY     - 19910102 GOOD             NGS
 FE2754  HISTORY     - 19930429 GOOD             NOS
 FE2754  HISTORY     - 19950707 GOOD             NGS
 FE2754  HISTORY     - 19960615 GOOD             NGS
 FE2754  HISTORY     - 19980225 GOOD             TN1620
 FE2754  HISTORY     - 20000819 GOOD             LOCENG
 FE2754  HISTORY     - 20010910 GOOD             INDIV
 FE2754  HISTORY     - 20020506 GOOD             EMCINC
 FE2754  HISTORY     - 20031010 GOOD             TNDT
 FE2754
 FE2754                          STATION DESCRIPTION
 FE2754
 FE2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2754'THE STATION IS LOCATED IN EAST MEMPHIS, AT THE JUNCTION OF SAM
 FE2754'COOPER BOULEVARD (EXIT 9) AND PERKINS ROAD, IN THE THREE SIDED PLOT
 FE2754'OF LAND FORMED BY WESTBOUND SAM COOPER BOULEVARD AND THE ENTRANCE
 FE2754'AND EXIT RAMPS OF SAME.
 FE2754'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FE2754'
 FE2754'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 240
 FE2754'AND SAM COOPER BOULEVARD, EAST OF MEMPHIS, GO
 FE2754'WEST FOR 2.1 KM (1.3 MI) ON SAM COOPER BOULEVARD TO THE JUNCTION OF
 FE2754'PERKINS ROAD AND THE STATION.
 FE2754'
 FE2754'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FE2754'(30 FT).  THE LOGO CAP IS STAMPED---GPS 60 1987---, AND A STEEL
 FE2754'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2754'14.0 METERS (46 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT OF SAM
 FE2754'COOPER BOULEVARD AND 0.3 METERS (1 FT) BELOW SAME,
 FE2754'23.8 METERS (78 FT) SOUTHWEST FROM THE EDGE OF THE PAVEMENT OF THE
 FE2754'EXIT RAMP,
 FE2754'22.6 METERS (74 FT) SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF THE
 FE2754'ENTRANCE RAMP,
 FE2754'0.3 METERS (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1987)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2754'RECOVERED IN GOOD CONDITION.
 FE2754
 FE2754                          STATION RECOVERY (1989)
 FE2754
 FE2754'RECOVERED 1989
 FE2754'RECOVERED IN GOOD CONDITION.
 FE2754
 FE2754                          STATION RECOVERY (1990)
 FE2754
 FE2754'RECOVERY NOTE BY W H PORTER AND COMPANY INCORPORATED 1990
 FE2754'THE STATION ISLOCATED IN EAST MEMPHIS, AT THE JUNCTION OF SAM COOPER
 FE2754'BOULEVARD (EXIT 9) AND PERKINS ROAD, IN THE THREE SIDED PLOT OF LAND
 FE2754'FORMED BY WESTBOUND SAM COOPER BOULEVARD AND THE ENTRANCE AND EXIT
 FE2754'RAMPS OF SAME. OWNERSHIP-ROAD RIGHT-OF-WAY.
 FE2754'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 240 AND
 FE2754'SAM COOPER BOULEVARD, EAST OF MEMPHIS, GO WEST FOR 2.1 KM (1.3 MI) ON
 FE2754'SAM COOPER BOULEVARD TO THE JUNCTION OF PERKINS ROAD AND THE STATION.
 FE2754'THE STATION IS A 3-D MARK WITH STAINLESS STELL ROD DRIVEN 9.1 METERS
 FE2754'(30FT.). THE LOGO CAP IS STAMPED ---GPS 60 1987---, AND A STEEL SPIKE
 FE2754'IS EMBEDDED IN THE CONCRETE. LOCATED 14.0 METERS (46 FT.) NORTH FROM
 FE2754'THE NORTH EDGE OF PAVEMENT OF SAM COOPER BOULEVARD AND 0.3 METERS (1
 FE2754'FT.) BELOW SAME, 23.8 METERS (78 FT.) SOUTHWEST FROM THE EDGE OF
 FE2754'PAVEMENT OF THE EXIT RAMP, 22.6 METERS SOUTHEAST FROM THE THE EDGE OF
 FE2754'PAVEMENT OF THE ENTRANCE RAMP, 0.3 METERS (1 FT.) EAST FROM A
 FE2754'FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1991)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2754'THE STATION IS LOCATED ON THE EAST SIDE OF MEMPHIS, ON THE NORTH SIDE
 FE2754'OF THE WESTBOUND LANE OF SAM COOPER BOULEVARD AND IN THE CENTER OF
 FE2754'THE GRASSY TRIANGLE FORMED BY THE EXIT AND ENTRANCE RAMP OF EXIT 9
 FE2754'(PERKINS ROAD).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION,
 FE2754'P.O. BOX 23107, NASHVILLE, TN 37202, PHONE 651-741-2158.
 FE2754'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 240
 FE2754'(EXITS 10A AND 10B) STATE HIGHWAY 40 AND SAM COOPER BOULEVARD, ON THE
 FE2754'EAST SIDE OF MEMPHIS, GO WEST ON SAM COOPER BOULEVARD FOR 2.1 KM
 FE2754'(1.3 MI) TO THE EXIT RAMP OF EXIT 9 (PERKINS ROAD) AND THE STATION IN
 FE2754'THE CENTER OF THE GRASSY TRIANGLE FORMED BY THE EXIT AND ENTRANCE
 FE2754'RAMP OF EXIT 9.
 FE2754'THE STATION IS 44.2 M (145.0 FT) NORTHEAST OF A LAMP POST LOCATED AT
 FE2754'THE WEST END OF THE ENTRANCE RAMP, 43.8 M (143.7 FT) SOUTH OF THE
 FE2754'SOUTH END OF THE METAL GUARD RAIL DIVIDING THE EXIT AND ENTRANCE
 FE2754'RAMP, 27.2 M (89.2 FT) NORTHEAST OF THE NORTH LEG OF AN ILLUSTRATED
 FE2754'HIGHWAY SIGN (MERGING TRAFIC), 23.8 M (78.1 FT) SOUTHWEST OF THE
 FE2754'SOUTHWEST EDGE OF THE EXIT RAMP, 22.6 M (74.1 FT) SOUTHEAST OF THE
 FE2754'SOUTHEAST EDGE OF THE ENTRANCE RAMP, 14.0 M (45.9 FT) NORTH OF THE
 FE2754'NORTH EDGE OF SAM COOPER BOULEVARD AND 0.3 M (1.0 FT) SOUTH OF A
 FE2754'FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1993)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FE2754'RECOVERED IN GOOD CONDITION.
 FE2754
 FE2754                          STATION RECOVERY (1995)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2754'THE STATION IS LOCATED IN EAST MEMPHIS, AT THE JUNCTION OF SAM COOPER
 FE2754'BOULEVARD (EXIT 9) AND PERKINS ROAD, IN THE THREE SIDED PLOT OF LAND
 FE2754'FORMED BY WESTBOUND SAM COOPER BOULEVARD AND THE ENTRANCE AND EXIT
 FE2754'RAMPS OF SAME.  OWNERSHIP---ROAD RIGHT-OF-WAY.  TO REACH THE STATION
 FE2754'FROM THE JUNCTION OF INTERSTATE HIGHWAYS 40 AND 240 AND SAM COOPER
 FE2754'BOULEVARD, EAST OF MEMPHIS, GO WEST FOR 2.1 KM (1.30 MI) ON SAM COOPER
 FE2754'BOULEVARD TO THE JUNCTION OF PERKINS ROAD AND THE STATION. LOCATED
 FE2754'14.0 M (45.9 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT OF SAM
 FE2754'COOPER BOULEVARD AND 0.3 M (1.0 FT) BELOW SAME, 23.8 M (78.1 FT)
 FE2754'SOUTHWEST FROM THE EDGE OF THE PAVEMENT OF THE EXIT RAMP, 23.2 M (76.1
 FE2754'FT) SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF THE ENTRANCE RAMP AND
 FE2754'0.3 M (1.0 FT) EAST FROM A FIBERGLASS POST.  A STEEL SPIKE IS EMBEDDED
 FE2754'IN THE CONCRETE.
 FE2754
 FE2754                          STATION RECOVERY (1996)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 FE2754'THE FOLLWING ADDITION SHOULD BE NOTED , EXIT 12B IS THE EXIT FOR FOR
 FE2754'SAM COOPER BLVD.  TO REACH THE STATION FROM THE JUNCTIONS OF
 FE2754'INTERSTATES 40 AND 240 AND SAM COOPER BLVD, WHICH IS EXIT 12B, GO WEST
 FE2754'FOR 1.30 MI (2.09 KM) ON SAM COOPER BLVD TO THE JUNCTION OF PERKINS
 FE2754'ROAD AND STATION ON THE RIGHT.  THE STATION IS 78.1 FT (23.8 M)
 FE2754'SOUTHWEST FROM THE EDGE OF PAVEMENT OF THE EXIT RAMP, 76.1 FT (23.2 M)
 FE2754'SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF THE ENTRANCE RAMP, 45.9 FT
 FE2754'(14.0 M) NORTH FROM THE NORTH EDGE OF THE PAVEMENT OF SAM COOPER
 FE2754'BLVD., AND 1.0 FT (0.3 M) EAST FROM THE FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1998)
 FE2754
 FE2754'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2754'RECOVERED AS DESCRIBED.
 FE2754
 FE2754                          STATION RECOVERY (2000)
 FE2754
 FE2754'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FE2754'FOUND IN GOOD CONDITION W/ SURVEY MARKER
 FE2754
 FE2754                          STATION RECOVERY (2001)
 FE2754
 FE2754'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2754'RECOVERED AS DESCRIBED
 FE2754
 FE2754                          STATION RECOVERY (2002)
 FE2754
 FE2754'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE2754'FOUND AS DESCRIBED.
 FE2754'
 FE2754
 FE2754                          STATION RECOVERY (2003)
 FE2754
 FE2754'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2754'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2657 ***********************************************************************
 GB2657  CBN         -  This is a Cooperative Base Network Control Station.
 GB2657  DESIGNATION -  GPS 7
 GB2657  PID         -  GB2657
 GB2657  STATE/COUNTY-  TN/FENTRESS
 GB2657  USGS QUAD   -  BURRVILLE (1979)
 GB2657
 GB2657                         *CURRENT SURVEY CONTROL
 GB2657  ___________________________________________________________________
 GB2657* NAD 83(1995)-  36 21 32.15041(N)    084 49 55.88927(W)     ADJUSTED  
 GB2657* NAVD 88     -       485.65   (meters)    1593.3    (feet)  N HEIGHT  
 GB2657  ___________________________________________________________________
 GB2657  X           -     463,232.600 (meters)                     COMP
 GB2657  Y           -  -5,121,950.804 (meters)                     COMP
 GB2657  Z           -   3,760,610.290 (meters)                     COMP
 GB2657  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GB2657  ELLIP HEIGHT-         456.78  (meters)          (08/03/04) GPS OBS
 GB2657  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB2657  DYNAMIC HT  -         485.23  (meters)    1592.0   (feet)  COMP
 GB2657  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 GB2657
 GB2657  HORZ ORDER  -  B
 GB2657  VERT ORDER  -  THIRD
 GB2657  ELLP ORDER  -  FOURTH    CLASS I
 GB2657
 GB2657.The horizontal coordinates were established by GPS observations
 GB2657.and adjusted by the National Geodetic Survey in September 1994..
 GB2657
 GB2657.The orthometric height was determined by differential leveling
 GB2657.and adjusted by the National Geodetic Survey in August 1996..
 GB2657.The height was determined by precise leveling from only one NSRS
 GB2657.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GB2657.allowed ONLY to validate the GPS-derived height.
 GB2657
 GB2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2657
 GB2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2657
 GB2657.The ellipsoidal height was determined by GPS observations
 GB2657.and is referenced to NAD 83.
 GB2657
 GB2657.The geoid height was determined by GEOID03.
 GB2657
 GB2657.The dynamic height is computed by dividing the NAVD 88
 GB2657.geopotential number by the normal gravity value computed on the
 GB2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2657.degrees latitude (g = 980.6199 gals.).
 GB2657
 GB2657.The modeled gravity was interpolated from observed gravity values.
 GB2657
 GB2657;                    North         East     Units Scale Factor Converg.
 GB2657;SPC TN       -   225,367.296   704,811.214   MT  0.99999027   +0 41 01.3
 GB2657;SPC TN       -   739,392.54  2,312,368.12   sFT  0.99999027   +0 41 01.3
 GB2657;UTM  16      - 4,025,942.313   694,504.149   MT  1.00006614   +1 17 08.1
 GB2657
 GB2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2657!SPC TN       -   0.99992832  x   0.99999027  =   0.99991859
 GB2657!UTM  16      -   0.99992832  x   1.00006614  =   0.99999445
 GB2657
 GB2657                          SUPERSEDED SURVEY CONTROL
 GB2657
 GB2657  ELLIP H (09/07/94)  456.82   (m)                       GP(       ) 4 1
 GB2657  NAD 83(1995)-  36 21 32.15344(N)    084 49 55.89606(W) AD(       ) B
 GB2657  ELLIP H (09/07/90)  456.71   (m)                       GP(       ) 4 1
 GB2657  NAVD 88 (09/07/94)  485.65   (m)         1593.3    (f) LEVELING    3  
 GB2657  NGVD 29 (??/??/??)  485.76   (m)         1593.7    (f) N HEIGHT    3  
 GB2657
 GB2657.Superseded values are not recommended for survey control.
 GB2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2657.See file dsdata.txt to determine how the superseded data were derived.
 GB2657
 GB2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9450425942(NAD 83)
 GB2657_MARKER: I = METAL ROD
 GB2657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GB2657_SP_SET: DRIVEN INTO GROUND
 GB2657_STAMPING: GPS 7 1987
 GB2657_MARK LOGO: NGS   
 GB2657_PROJECTION: FLUSH
 GB2657_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GB2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2657+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB2657_ROD/PIPE-DEPTH: 1.8  meters
 GB2657_SLEEVE-DEPTH  : 0.9 meters
 GB2657
 GB2657  HISTORY     - Date     Condition        Report By
 GB2657  HISTORY     - 1987     MONUMENTED       NGS
 GB2657  HISTORY     - 1987     GOOD             NGS
 GB2657  HISTORY     - 19891006 GOOD
 GB2657  HISTORY     - 19931013 GOOD             NGS
 GB2657  HISTORY     - 19940112 GOOD
 GB2657  HISTORY     - 19950608 GOOD             NGS
 GB2657  HISTORY     - 20031010 GOOD             TNDT
 GB2657
 GB2657                          STATION DESCRIPTION
 GB2657
 GB2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2657'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 GB2657'WEST OF ELGIN,
 GB2657'5.6 KM (3.5 MI) EAST OF ALLARDT, ON THE NORTH SIDE OF STATE ROUTE
 GB2657'52.
 GB2657'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GB2657'
 GB2657'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 52 AND 296
 GB2657'IN ALLARDT GO EAST FOR 5.3 KM (3.3 MI) ON STATE ROUTE 52 TO THE
 GB2657'PLEASANT VIEW CHURCH ON THE RIGHT NEAR A ROAD FORK.
 GB2657'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.3 KM (0.2 MI) ON STATE
 GB2657'ROUTE 52 TO THE STATION ON THE LEFT.  THE STATION CAN ALSO BE
 GB2657'REACHED FROM THE JUNCTION OF STATE ROUTE 52 AND U.S. HIGHWAY 27 IN
 GB2657'ELGIN BY GOING WEST FOR 25.9 KM (16.1 MI) ON STATE ROUTE 52 TO THE
 GB2657'STATION ON THE RIGHT.
 GB2657'
 GB2657'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 1.8 METERS
 GB2657'(6 FT).  THE LOGO CAP IS STAMPED---GPS 7 1987---, AND A STEEL SPIKE
 GB2657'IS SET IN THE CONCRETE.  LOCATED 91.1 METERS (299 FT) WEST FROM THE
 GB2657'CENTER OF A GRAVEL DRIVE LEADING NORTH,  7.0 METERS (23 FT) NORTH
 GB2657'FROM THE CENTERLINE OF STATE ROUTE 52, 2.3 METERS (7.4 FT) SOUTH
 GB2657'FROM A PROPERTY CORNER MARKED BY AN IRON PIN AND A STEEL FENCE POST,
 GB2657'0.4 METERS (1.2 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GB2657
 GB2657                          STATION RECOVERY (1987)
 GB2657
 GB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2657'RECOVERED IN GOOD CONDITION.
 GB2657
 GB2657                          STATION RECOVERY (1989)
 GB2657
 GB2657'RECOVERED 1989
 GB2657'RECOVERED IN GOOD CONDITION.
 GB2657
 GB2657                          STATION RECOVERY (1993)
 GB2657
 GB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2657'THE STATION IS LOCATED ABOUT 28.8 KM (17.90 MI) SOUTH OF THE
 GB2657'KENTUCKY/TENNESSEE STATE LINE, 25.7 KM (15.95 MI) WEST OF ELGIN AND
 GB2657'5.6 KM (3.45 MI) EAST OF ALLARDT. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GB2657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 296 IN
 GB2657'ALLARDT, GO EAST-SOUTHEAST ON STATE HIGHWAY 52 FOR 5.3 KM (3.30 MI)
 GB2657'TO THE PLEASANT VIEW CHURCH ON THE RIGHT NEAR A ROAD FORK, CONTINUE
 GB2657'AHEAD ON HIGHWAY 52 FOR 0.3 KM (0.20 MI) TO STATION ON THE LEFT.  THE
 GB2657'STATION CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 GB2657'U.S. HIGHWAY 27 IN ELGIN BY GOING WEST FOR 25.9 KM (16.10 MI) ON
 GB2657'STATE HIGHWAY 52 TO THE STATION ON THE RIGHT.
 GB2657'THE STATION IS LOCATED 91.1 M (298.9 FT) WEST FROM THE CENTER OF A
 GB2657'GRAVEL DRIVE LEADING NORTH, 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE
 GB2657'OF THE HIGHWAY, 4.3 M (14.1 FT) SOUTH OF POWERPOLE NUMBER 31GA/1, 2.3
 GB2657'M (7.5 FT) SOUTH FROM A PROPERTY CORNER MARKED BY AN IRON PIN AND A
 GB2657'STEEL FENCE POST AND 0.4 M (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS
 GB2657'POST.
 GB2657
 GB2657                          STATION RECOVERY (1994)
 GB2657
 GB2657'RECOVERED 1994
 GB2657'RECOVERED IN GOOD CONDITION.
 GB2657
 GB2657                          STATION RECOVERY (1995)
 GB2657
 GB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2657'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF ELGIN, 5.6 KM
 GB2657'(3.45 MI) EAST OF ALLARDT, ON THE NORTH SIDE OF STATE ROUTE 52.
 GB2657'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 GB2657'STATION FROM THE JUNCTION OF STATE ROUTES 52 AND 296 IN ALLARDT, GO
 GB2657'EAST FOR 5.3 KM (3.30 MI) ON STATE ROUTE 52 TO THE PLEASANT VIEW
 GB2657'CHURCH ON THE RIGHT NEAR A ROAD FORK.  CONTINUE STRAIGHT AHEAD AND GO
 GB2657'EAST FOR 0.3 KM (0.20 MI) ON STATE ROUTE 52 TO THE STATION ON THE
 GB2657'LEFT.  LOCATED 91.1 M (298.9 FT) WEST FROM THE CENTER OF A GRAVEL
 GB2657'DRIVE LEADING NORTH, 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE OF
 GB2657'STATE ROUTE 52, 4.4 M (14.4 FT) SOUTH FROM UTILITY POLE NUMBER 31GA/1,
 GB2657'2.3 M (7.5 FT) SOUTH FROM A PROPERTY CORNER MARKED BY AN IRON PIN AND
 GB2657'A STEEL FENCE POST AND 0.4 M (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS
 GB2657'POST.  A STEEL SPIKE IS SET IN THE CONCRETE.
 GB2657
 GB2657                          STATION RECOVERY (2003)
 GB2657
 GB2657'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2658 ***********************************************************************
 GB2658  CBN         -  This is a Cooperative Base Network Control Station.
 GB2658  DESIGNATION -  GPS 8
 GB2658  PID         -  GB2658
 GB2658  STATE/COUNTY-  TN/OVERTON
 GB2658  USGS QUAD   -  ALPINE (1979)
 GB2658
 GB2658                         *CURRENT SURVEY CONTROL
 GB2658  ___________________________________________________________________
 GB2658* NAD 83(1995)-  36 26 26.05199(N)    085 14 39.27422(W)     ADJUSTED  
 GB2658* NAVD 88     -       313.69   (meters)    1029.2    (feet)  LEVELING  
 GB2658  ___________________________________________________________________
 GB2658  X           -     425,928.351 (meters)                     COMP
 GB2658  Y           -  -5,119,653.068 (meters)                     COMP
 GB2658  Z           -   3,767,799.636 (meters)                     COMP
 GB2658  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GB2658  ELLIP HEIGHT-         283.52  (meters)          (08/03/04) GPS OBS
 GB2658  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GB2658
 GB2658  HORZ ORDER  -  B
 GB2658  VERT ORDER  -  THIRD
 GB2658  ELLP ORDER  -  FOURTH    CLASS I
 GB2658
 GB2658.The horizontal coordinates were established by GPS observations
 GB2658.and adjusted by the National Geodetic Survey in September 1994..
 GB2658
 GB2658.The orthometric height was determined by differential leveling.
 GB2658.The vertical network tie was performed by a horz. field party for horz.
 GB2658.obs reductions. Reset procedures were used to establish the elevation.
 GB2658.WARNING-GPS observations at this control monument resulted in a GPS
 GB2658.derived orthometric height which differed from the leveled height by
 GB2658.more than one decimeter (0.1 meter).
 GB2658
 GB2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2658
 GB2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2658
 GB2658.The ellipsoidal height was determined by GPS observations
 GB2658.and is referenced to NAD 83.
 GB2658
 GB2658.The geoid height was determined by GEOID03.
 GB2658
 GB2658;                    North         East     Units Scale Factor Converg.
 GB2658;SPC TN       -   234,062.789   667,760.442   MT  1.00000433   +0 26 32.8
 GB2658;SPC TN       -   767,921.00  2,190,810.72   sFT  1.00000433   +0 26 32.8
 GB2658;UTM  16      - 4,034,248.345   657,364.688   MT  0.99990511   +1 02 35.2
 GB2658
 GB2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2658!SPC TN       -   0.99995551  x   1.00000433  =   0.99995984
 GB2658!UTM  16      -   0.99995551  x   0.99990511  =   0.99986062
 GB2658
 GB2658                          SUPERSEDED SURVEY CONTROL
 GB2658
 GB2658  ELLIP H (09/07/94)  283.55   (m)                       GP(       ) 4 1
 GB2658  NAD 83(1995)-  36 26 26.05557(N)    085 14 39.28142(W) AD(       ) B
 GB2658  ELLIP H (09/07/90)  283.41   (m)                       GP(       ) 4 1
 GB2658  NAD 83(1986)-  36 26 26.06064(N)    085 14 39.27752(W) AD(       ) 1
 GB2658  NGVD 29 (??/??/??)  313.89   (m)         1029.8    (f) N HEIGHT    3  
 GB2658
 GB2658.Superseded values are not recommended for survey control.
 GB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2658.See file dsdata.txt to determine how the superseded data were derived.
 GB2658
 GB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5736534248(NAD 83)
 GB2658_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2658_SETTING: 66 = SET IN ROCK OUTCROP
 GB2658_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GB2658_STAMPING: GPS 8 1987
 GB2658_MARK LOGO: NGS   
 GB2658_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2658+STABILITY: POSITION/ELEVATION WELL
 GB2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2658+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB2658
 GB2658  HISTORY     - Date     Condition        Report By
 GB2658  HISTORY     - 1987     MONUMENTED       NGS
 GB2658  HISTORY     - 1987     GOOD             NGS
 GB2658  HISTORY     - 19890410 GOOD             NGS
 GB2658  HISTORY     - 19931013 GOOD             NGS
 GB2658  HISTORY     - 19940112 GOOD
 GB2658  HISTORY     - 19950609 GOOD             NGS
 GB2658  HISTORY     - 20031010 GOOD             TNDT
 GB2658
 GB2658                          STATION DESCRIPTION
 GB2658
 GB2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2658'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTHEAST OF LIVINGSTON,
 GB2658'IN FRONT OF THE MONROE POST OFFICE, IN A BEDROCK OUTCROP IN A CUT
 GB2658'ON THE NORTH RIGHT-OF-WAY OF STATE ROUTE 42.
 GB2658'OWNERSHIP--STATE ROAD RIGHT-OF-WAY.
 GB2658'
 GB2658'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 294 AND 42
 GB2658'BYPASS AT THE NORTHEAST EDGE OF LIVINGSTON GO
 GB2658'NORTHEAST FOR 8.0 KM (5.0 MI) ON STATE ROUTE 42 TO THE MONROE POST
 GB2658'OFFICE ON THE LEFT AND THE STATION.
 GB2658'
 GB2658'THE STATION IS A STANDARD NGS DISK
 GB2658'STAMPED---GPS 8 1987---,
 GB2658'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.6 METERS (2
 GB2658'FT) BY 0.5 METERS (1.5 FT) AND PROJECTING 0.2 METERS (0.5 FT) ABOVE
 GB2658'GROUND.  LOCATED 9.4 METERS (31 FT) NORTH FROM THE CENTER OF STATE
 GB2658'ROUTE 42, 44.2 METERS (145 FT) EAST-NORTHEAST FROM THE JUNCTION OF
 GB2658'STATE ROUTE 42 AND THE ROAD TO THE POST OFFICE, 28.3 METERS (93 FT)
 GB2658'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE POST OFFICE, 0.8 METERS
 GB2658'(2.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GB2658
 GB2658                          STATION RECOVERY (1987)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2658'RECOVERED IN GOOD CONDITION.
 GB2658
 GB2658                          STATION RECOVERY (1989)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GB2658'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF LIVINGSTON,
 GB2658'IN FRONT OF THE MONROE POST OFFICE, IN ROCK OUTCROP ON THE NORTH
 GB2658'RIGHT-OF-WAY OF STATE HIGHWAY 42.  OWNERSHIP--TENNESSEE DEPARTMENT OF
 GB2658'TRANSPORTATION, P.O. BOX 23170, NASHVILLE, TN 37202, PHONE
 GB2658'615-741-2158.
 GB2658'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 294 AND 42
 GB2658'BYPASS AT THE NORTHEAST EDGE OF LIVINGSTON, GO NORTHEAST FOR 8.0 KM
 GB2658'(4.95 MI) ON STATE ROUTE 42 TO THE MONROE POST OFFICE AND THE STATION
 GB2658'ON THE LEFT.
 GB2658'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED---GPS 8
 GB2658'1987---, SET INTO A DRILL HOLE IN A 6.0 M (19.7 FT) BY 0.5 M (1.6 FT)
 GB2658'OUTCROP PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND.  LOCATED 44.2 M
 GB2658'(145.0 FT) EAST-NORTHEAST FROM THE JUNCTION OF STATE ROUTE 42, 28.3 M
 GB2658'(92.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE POST OFFICE, 9.4
 GB2658'M (30.8 FT) NORTH FROM THE CENTER OF STATE ROUTE 42 AND 0.8 M
 GB2658'(2.6 FT) EAST FROM A WITNESS POST.
 GB2658'DESCRIBED BY D.A. CONNERS.
 GB2658
 GB2658                          STATION RECOVERY (1993)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2658'THE STATION IS LOCATED ABOUT 17 KM (10.55 MI) SOUTH-SOUTHWEST OF LOVE
 GB2658'LADY, 8.0 KM (4.95 MI) NORTHEAST OF LIVINGSTON AND IN THE VILLAGE OF
 GB2658'MONROE. OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX
 GB2658'23170, NASHVILLE TN 37202, PHONE 615-741-2158.
 GB2658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 294
 GB2658'BYPASS AT THE NORTHEAST EDGE OF LIVINGSTON, GO NORTHEAST FOR 8.0 KM
 GB2658'(4.95 MI) ON STATE HIGHWAY 42 TO GRAVELED ROAD LEADING TO THE MONROE
 GB2658'POST OFFICE AND THE STATION ON THE LEFT.
 GB2658'THE STATION IS IN A ROCK OUTCROP ABOUT LEVEL WITH STATE HIGHWAY 42,
 GB2658'ABOUT 2.5 M (8.2 FT) LOWER THAN THE ROAD TO POST OFFICE AND 0.2 M
 GB2658'(0.7 FT) ABOVE THE GROUND.  LOCATED 44.2 M (145.0 FT) EAST-NORTHEAST
 GB2658'FROM THE JUNCTION OF STATE HIGHWAY 42 AND ROAD TO POST OFFICE, 28.3 M
 GB2658'(92.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE POST OFFICE,
 GB2658'14.94 M (49.02 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE GRAVELED
 GB2658'ROAD, 9.4 M (30.8 FT) NORTH FROM THE CENTER OF HIGHWAY 42 AND 0.61 M
 GB2658'(2.00 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GB2658
 GB2658                          STATION RECOVERY (1994)
 GB2658
 GB2658'RECOVERED 1994
 GB2658'RECOVERED IN GOOD CONDITION.
 GB2658
 GB2658                          STATION RECOVERY (1995)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2658'RECOVERED AS DESCRIBED.
 GB2658
 GB2658                          STATION RECOVERY (2003)
 GB2658
 GB2658'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2659 ***********************************************************************
 GB2659  FBN         -  This is a Federal Base Network Control Station.
 GB2659  DESIGNATION -  GPS 9
 GB2659  PID         -  GB2659
 GB2659  STATE/COUNTY-  TN/JACKSON
 GB2659  USGS QUAD   -  WHITLEYVILLE (1982)
 GB2659
 GB2659                         *CURRENT SURVEY CONTROL
 GB2659  ___________________________________________________________________
 GB2659* NAD 83(1995)-  36 23 12.08772(N)    085 38 11.58508(W)     ADJUSTED  
 GB2659* NAVD 88     -       164.76   (meters)     540.6    (feet)  N HEIGHT  
 GB2659  ___________________________________________________________________
 GB2659  X           -     391,124.895 (meters)                     COMP
 GB2659  Y           -  -5,125,868.735 (meters)                     COMP
 GB2659  Z           -   3,762,899.605 (meters)                     COMP
 GB2659  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GB2659  ELLIP HEIGHT-         134.53  (meters)          (08/03/04) GPS OBS
 GB2659  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB2659  DYNAMIC HT  -         164.61  (meters)     540.1   (feet)  COMP
 GB2659  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 GB2659
 GB2659  HORZ ORDER  -  B
 GB2659  VERT ORDER  -  THIRD
 GB2659  ELLP ORDER  -  FOURTH    CLASS I
 GB2659
 GB2659.The horizontal coordinates were established by GPS observations
 GB2659.and adjusted by the National Geodetic Survey in December 1995..
 GB2659
 GB2659.The orthometric height was determined by differential leveling
 GB2659.and adjusted by the National Geodetic Survey in August 1996..
 GB2659.The height was determined by precise leveling from only one NSRS
 GB2659.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GB2659.allowed ONLY to validate the GPS-derived height.
 GB2659
 GB2659.Photographs are available for this station.
 GB2659
 GB2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2659
 GB2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2659
 GB2659.The ellipsoidal height was determined by GPS observations
 GB2659.and is referenced to NAD 83.
 GB2659
 GB2659.The geoid height was determined by GEOID03.
 GB2659
 GB2659.The dynamic height is computed by dividing the NAVD 88
 GB2659.geopotential number by the normal gravity value computed on the
 GB2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2659.degrees latitude (g = 980.6199 gals.).
 GB2659
 GB2659.The modeled gravity was interpolated from observed gravity values.
 GB2659
 GB2659;                    North         East     Units Scale Factor Converg.
 GB2659;SPC TN       -   227,882.940   632,608.894   MT  0.99999482   +0 12 46.0
 GB2659;SPC TN       -   747,645.95  2,075,484.35   sFT  0.99999482   +0 12 46.0
 GB2659;UTM  16      - 4,027,702.769   622,285.116   MT  0.99978424   +0 48 32.2
 GB2659
 GB2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2659!SPC TN       -   0.99997889  x   0.99999482  =   0.99997371
 GB2659!UTM  16      -   0.99997889  x   0.99978424  =   0.99976313
 GB2659
 GB2659                          SUPERSEDED SURVEY CONTROL
 GB2659
 GB2659  ELLIP H (12/14/95)  134.53   (m)                       GP(       ) 1 2
 GB2659  NAD 83(1995)-  36 23 12.09093(N)    085 38 11.59169(W) AD(       ) B
 GB2659  ELLIP H (09/07/90)  134.46   (m)                       GP(       ) 4 1
 GB2659  NAVD 88 (12/14/95)  164.76   (m)          540.6    (f) LEVELING    3  
 GB2659  NGVD 29 (??/??/??)  164.86   (m)          540.9    (f) N HEIGHT    3  
 GB2659
 GB2659.Superseded values are not recommended for survey control.
 GB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2659.See file dsdata.txt to determine how the superseded data were derived.
 GB2659
 GB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2228527703(NAD 83)
 GB2659_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2659_SETTING: 66 = SET IN ROCK OUTCROP
 GB2659_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2659_STAMPING: GPS 9 1987
 GB2659_MARK LOGO: NGS   
 GB2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2659+STABILITY: POSITION/ELEVATION WELL
 GB2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2659+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 GB2659
 GB2659  HISTORY     - Date     Condition        Report By
 GB2659  HISTORY     - 1987     MONUMENTED       NGS
 GB2659  HISTORY     - 19890717 GOOD
 GB2659  HISTORY     - 19950608 GOOD             NGS
 GB2659  HISTORY     - 20010207 GOOD             NGS
 GB2659  HISTORY     - 20031010 GOOD             TNDT
 GB2659  HISTORY     - 20060913 GOOD             TVA
 GB2659
 GB2659                          STATION DESCRIPTION
 GB2659
 GB2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2659'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH OF GAINESBORO, ON
 GB2659'THE EAST RIGHT-OF-WAY OF STATE ROUTE 53,
 GB2659'0.2 KM (0.1 MI) NORTH OF THE THEO SPIVEY REST HOME, AT A 3.0 METERS
 GB2659'(10 FT) CUT AND SET IN BEDROCK.
 GB2659'OWNERSHIP--STATE RIGHT-OF-WAY.
 GB2659'
 GB2659'TO REACH THE STATION FROM THE COURTHOUSE IN GAINESBORO GO
 GB2659'EAST FOR 0.3 KM (0.2 MI) ON STATE ROUTE 53 TO THE JUNCTION OF STATE
 GB2659'ROUTE 56.
 GB2659'TURN LEFT AND GO NORTH FOR 1.9 KM (1.2 MI) ON STATE ROUTES 53 AND
 GB2659'56 TO A ROAD LEFT (STATE ROUTE 56 TURNS LEFT).
 GB2659'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.4 KM (1.5 MI) ON STATE
 GB2659'ROUTE 53 TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM A WHITE
 GB2659'BRICK HOUSE.
 GB2659'
 GB2659'THE STATION IS A STANDARD NGS DISK
 GB2659'STAMPED---GPS 9 1987---,
 GB2659'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.3 METERS (1 FT)
 GB2659'BY 0.9 METERS (3 FT) PROJECTING 0.1 METERS (3 FT).  LOCATED
 GB2659'64.9 METERS (213 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 GB2659'THE WHITE BRICK HOUSE,
 GB2659'15.5 METERS (51 FT) EAST FROM THE ROAD CENTERLINE,
 GB2659'0.3 METERS (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GB2659
 GB2659                          STATION RECOVERY (1989)
 GB2659
 GB2659'RECOVERED 1989
 GB2659'RECOVERED IN GOOD CONDITION.
 GB2659
 GB2659                          STATION RECOVERY (1995)
 GB2659
 GB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2659'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF GAINESBORO, ON
 GB2659'THE EAST RIGHT-OF-WAY OF STATE ROUTE 53, 0.2 KM (0.10 MI) NORTH OF THE
 GB2659'THEO SPIVEY REST HOME, AT A 3.0 M (9.8 FT) CUT AND SET IN BEDROCK.
 GB2659'OWNERSHIP--STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 GB2659'COURTHOUSE IN GAINESBORO, GO EAST FOR 0.3 KM (0.20 MI) ON STATE ROUTE
 GB2659'53 TO THE JUNCTION OF STATE ROUTE 56.  TURN LEFT AND GO NORTH FOR 1.9
 GB2659'KM (1.20 MI) ON STATE ROUTES 53 AND 56 TO A ROAD LEFT. CONTINUE
 GB2659'STRAIGHT AHEAD AND GO NORTH FOR 2.4 KM (1.50 MI) ON STATE ROUTE 53 TO
 GB2659'THE STATION ON THE RIGHT, ACROSS THE ROAD FROM A WHITE BRICK HOUSE.
 GB2659'THE STATION IS SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.3
 GB2659'M (1.0 FT) BY 0.9 M (3.0 FT).  LOCATED 64.9 M (212.9 FT)
 GB2659'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE WHITE BRICK HOUSE,
 GB2659'57.6 M (189.0 FT) WEST FROM THE NORTHWEST CORNER OF A BLOCK BUILDING,
 GB2659'39.5 M (129.6 FT) NORTHWEST FROM A FIRE HYDRANT, 15.5 M (50.9 FT) EAST
 GB2659'FROM THE ROAD CENTERLINE, 12.3 M (40.4 FT) NORTH FROM A 2-INCH GAS
 GB2659'VENT PIPE PROJECTING 1.2 M (3.9 FT) ABOVE GROUND AND 0.3 M (1.0 FT)
 GB2659'NORTH FROM A FIBERGLASS WITNESS POST.
 GB2659
 GB2659                          STATION RECOVERY (2001)
 GB2659
 GB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GB2659'4.6 KM NORTHERLY ALONG STATE HIGHWAY 53 FROM THE COURTHOUSE IN
 GB2659'GAINSBORO, NEAR THE NORTH END OF A 2 BY 8-FOOT AREA OF EXPOSED
 GB2659'BEDROCK, 57.7 M WEST OF THE NORTHWEST CORNER OF A BUILDING, 39.5 M
 GB2659'NORTHWEST OF A FIRE HYDRANT, 15.6 M EAST OF THE HIGHWAY
 GB2659'CENTERLINE, 0.8 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M EAST OF
 GB2659'A WITNESS POST.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 GB2659'THIS IS A FEDERAL BASE NETWORK CONTROL STATION.
 GB2659'
 GB2659
 GB2659                          STATION RECOVERY (2003)
 GB2659
 GB2659'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2659'RECOVERED AS DESCRIBED.
 GB2659
 GB2659                          STATION RECOVERY (2006)
 GB2659
 GB2659'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3694 ***********************************************************************
 GA3694  DESIGNATION -  GPS 9
 GA3694  PID         -  GA3694
 GA3694  STATE/COUNTY-  TN/KNOX
 GA3694  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3694
 GA3694                         *CURRENT SURVEY CONTROL
 GA3694  ___________________________________________________________________
 GA3694* NAD 83(1995)-  36 10 10.72602(N)    083 58 08.74904(W)     ADJUSTED  
 GA3694* NAVD 88     -       354.0    (meters)    1161.     (feet)  VERTCON   
 GA3694  ___________________________________________________________________
 GA3694  X           -     541,627.471 (meters)                     COMP
 GA3694  Y           -  -5,126,640.814 (meters)                     COMP
 GA3694  Z           -   3,743,595.056 (meters)                     COMP
 GA3694  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GA3694  ELLIP HEIGHT-         323.33  (meters)          (04/12/99) GPS OBS
 GA3694  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3694
 GA3694  HORZ ORDER  -  FIRST
 GA3694  ELLP ORDER  -  FOURTH    CLASS I
 GA3694
 GA3694.The horizontal coordinates were established by GPS observations
 GA3694.and adjusted by the National Geodetic Survey in April 1999..
 GA3694
 GA3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3694
 GA3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3694
 GA3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3694
 GA3694.The ellipsoidal height was determined by GPS observations
 GA3694.and is referenced to NAD 83.
 GA3694
 GA3694.The geoid height was determined by GEOID03.
 GA3694
 GA3694;                    North         East     Units Scale Factor Converg.
 GA3694;SPC TN       -   205,634.417   782,701.302   MT  0.99996550   +1 11 20.3
 GA3694;SPC TN       -   674,652.25  2,567,912.52   sFT  0.99996550   +1 11 20.3
 GA3694;UTM  17      - 4,006,850.870   232,940.087   MT  1.00047887   -1 45 12.0
 GA3694;UTM  16      - 4,007,022.867   772,620.724   MT  1.00051586   +1 47 23.5
 GA3694
 GA3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3694!SPC TN       -   0.99994926  x   0.99996550  =   0.99991476
 GA3694!UTM  17      -   0.99994926  x   1.00047887  =   1.00042810
 GA3694!UTM  16      -   0.99994926  x   1.00051586  =   1.00046509
 GA3694
 GA3694                          SUPERSEDED SURVEY CONTROL
 GA3694
 GA3694  NAD 83(1995)-  36 10 10.72671(N)    083 58 08.74635(W) AD(       ) 1
 GA3694  NAD 83(1995)-  36 10 10.72692(N)    083 58 08.75545(W) AD(       ) 1
 GA3694  NAD 83(1995)-  36 10 10.72839(N)    083 58 08.75549(W) AD(       ) 1
 GA3694  NAD 83(1995)-  36 10 10.72796(N)    083 58 08.75539(W) AD(       ) 1
 GA3694  ELLIP H (05/28/93)  323.27   (m)                       GP(       ) 4 2
 GA3694  NGVD 29 (05/28/93)  354.1    (m)         1162.     (f) GPS OBS        
 GA3694
 GA3694.Superseded values are not recommended for survey control.
 GA3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3694.See file dsdata.txt to determine how the superseded data were derived.
 GA3694
 GA3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3294006851(NAD 83)
 GA3694_MARKER: DD = SURVEY DISK
 GA3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GA3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3694+STABILITY: SURFACE MOTION
 GA3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3694+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3694
 GA3694  HISTORY     - Date     Condition        Report By
 GA3694  HISTORY     - 1988     MONUMENTED       AEROS
 GA3694
 GA3694                          STATION DESCRIPTION
 GA3694
 GA3694'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3694'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI)
 GA3694'NORTH OF KNOXVILLE,
 GA3694'8.1 KM (5.0 MI) SOUTHEAST OF ANDERSONVILLE,
 GA3694'9.7 KM (6.0 MI) SOUTHWEST OF PAULETTE.
 GA3694'OWNERSHIP--MR. KENNETH HODGE, ROUTE 11, BOX 6317, KNOXVILLE, TN
 GA3694'37938, CALL FOR ACCESS PERMISSION AT (615) 922-9801.
 GA3694'
 GA3694'TO REACH THE STATION FROM THE RACOON VALLEY ROAD EXIT NUMBER 117
 GA3694'OFF INTERSTATE 75 NORTH OF KNOXVILLE, GO WEST FOR
 GA3694'0.32 KM (0.2 MI) ON RACOON VALLEY ROAD TO THE JUNCTION OF FLEENOR
 GA3694'MILL ROAD.
 GA3694'TURN RIGHT AND GO NORTH FOR 2.41 KM (1.5 MI) ON FLEENOR ROAD TO THE
 GA3694'(T) JUNCTION OF EAST WOLF VALLEY DRIVE.  TURN RIGHT AND GO EASTERLY
 GA3694'FOR 3.06 KM (1.9 MI) ON EAST WOLF VALLEY DRIVE TO THE (T) JUNCTION
 GA3694'OF U.S. HIGHWAY 441.  TURN RIGHT AND GO SOUTHERLY FOR 30 METERS
 GA3694'(100 FT) TO THE JUNCTION OF HINDS CREEK ROAD.  TURN LEFT AND GO
 GA3694'NORTHEASTERLY FOR 4.99 KM (3.1 MI) ON HINDS CREEK ROAD TO THE
 GA3694'JUNCTION OF HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GA3694'SOUTHWESTERLY FOR 1.13 KM (0.7 MI) ON HILL ROAD TO THE TOP OF A
 GA3694'HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 GA3694'
 GA3694'THE STATION IS AN ALUMINUM DISK
 GA3694'STAMPED---KNOX COUNTY GPS 9 1985---,
 GA3694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3694'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3694'10.7 METERS (35.1 FT) SOUTH FROM A FENCE CORNER,
 GA3694'4.88 METERS (16.0 FT) NORTH FROM THE CENTERLINE OF HILL ROAD,
 GA3694'5.79 METERS (19.0 FT) EAST FROM THE CENTERLINE OF A GRAVEL ROAD
 GA3694'LEADING NORTH, AND
 GA3694'1.25 METERS (4.1 FT) NORTHEAST FROM A 1.52 METER (5 FT) HIGH BY 20
 GA3694'CM (8 IN) ROUND POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7708 ***********************************************************************
 DG7708  CBN         -  This is a Cooperative Base Network Control Station.
 DG7708  DESIGNATION -  GPS 90
 DG7708  PID         -  DG7708
 DG7708  STATE/COUNTY-  TN/DAVIDSON
 DG7708  USGS QUAD   -  ANTIOCH (1983)
 DG7708
 DG7708                         *CURRENT SURVEY CONTROL
 DG7708  ___________________________________________________________________
 DG7708* NAD 83(1995)-  36 06 14.66194(N)    086 41 25.70507(W)     ADJUSTED  
 DG7708* NAVD 88     -       177.8    (meters)     583.     (feet)  GPS OBS   
 DG7708  ___________________________________________________________________
 DG7708  X           -     297,847.788 (meters)                     COMP
 DG7708  Y           -  -5,150,718.169 (meters)                     COMP
 DG7708  Z           -   3,737,615.566 (meters)                     COMP
 DG7708  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DG7708  ELLIP HEIGHT-         148.67  (meters)          (08/03/04) GPS OBS
 DG7708  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG7708
 DG7708  HORZ ORDER  -  A
 DG7708  ELLP ORDER  -  FOURTH    CLASS I
 DG7708
 DG7708.The horizontal coordinates were established by GPS observations
 DG7708.and adjusted by the National Geodetic Survey in August 2004..
 DG7708
 DG7708.The orthometric height was determined by GPS observations and a
 DG7708.high-resolution geoid model.
 DG7708
 DG7708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7708
 DG7708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7708
 DG7708.The ellipsoidal height was determined by GPS observations
 DG7708.and is referenced to NAD 83.
 DG7708
 DG7708.The geoid height was determined by GEOID03.
 DG7708
 DG7708;                    North         East     Units Scale Factor Converg.
 DG7708;SPC TN       -   196,682.155   537,829.288   MT  0.99995947   -0 24 15.2
 DG7708;SPC TN       -   645,281.37  1,764,528.26   sFT  0.99995947   -0 24 15.2
 DG7708;UTM  16      - 3,995,536.088   527,860.218   MT  0.99960956   +0 10 56.6
 DG7708
 DG7708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7708!SPC TN       -   0.99997667  x   0.99995947  =   0.99993614
 DG7708!UTM  16      -   0.99997667  x   0.99960956  =   0.99958624
 DG7708
 DG7708                          SUPERSEDED SURVEY CONTROL
 DG7708
 DG7708.No superseded survey control is available for this station.
 DG7708
 DG7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2786095536(NAD 83)
 DG7708_MARKER: DD = SURVEY DISK
 DG7708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7708_STAMPING: GPS 90 1987
 DG7708_MARK LOGO: NASHAP
 DG7708_PROJECTION: FLUSH
 DG7708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7708+STABILITY: SURFACE MOTION
 DG7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7708+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7708
 DG7708  HISTORY     - Date     Condition        Report By
 DG7708  HISTORY     - 1987     MONUMENTED       NASHAP
 DG7708  HISTORY     - 20031010 GOOD             TNHD
 DG7708
 DG7708                          STATION DESCRIPTION
 DG7708
 DG7708'DESCRIBED BY TN HIGHWAY DEPT 2003 (BES)
 DG7708'THE STATION IS LOCATED IN EAST OF MCGAVACK PIKE BETWEEN MURFREESBORO
 DG7708'ROAD AND HARDING PLACE IN NASHVILLE TN.
 DG7708' 
 DG7708'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7708'DRIVE, SUITE 501, NASHVILLE, TN 37214-4114.
 DG7708' 
 DG7708'TO REACH FROM THE INTERSECTION OF OF MURFREESBORO ROAD AND DONELSON
 DG7708'PIKE, PROCEED WEST ON MURFREESBORO ROAD, TURN LEFT (SOUTH) ONTO
 DG7708'MCGAVOCK PIKE.  TURN LEFT (EAST) ONTO CURREY LANE.  THE STATION IS
 DG7708'LOCATED SOUTHEAST IN THE INTERSECTION OF CURREY LANE AND ABANDONED
 DG7708'MCGAVOCK PIKE IN THE GRASSY AREA.  STATION IS INDICATED WITH A
 DG7708'FIBERGLASS WITNESS SIGN ADJACENT TO THE STATION.
 DG7708' 
 DG7708'THE STATION IS LOCATED 30.4 FT SOUTH OF THE CENTERLINE OF OLD CURRY
 DG7708'LANE AND WEST 40.5 FT WEST OF THE OLD CENTERLINE OF MCGAVOCK PIKE.
 DG7708'MONUMENT IS MARKED WITHA FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2012 ***********************************************************************
 FC2012  DESIGNATION -  GPS C002
 FC2012  PID         -  FC2012
 FC2012  STATE/COUNTY-  TN/ROANE
 FC2012  USGS QUAD   -  ELVERTON (1990)
 FC2012
 FC2012                         *CURRENT SURVEY CONTROL
 FC2012  ___________________________________________________________________
 FC2012* NAD 83(1995)-  35 55 49.86121(N)    084 23 31.18713(W)     ADJUSTED  
 FC2012* NAVD 88     -       236.8    (meters)     777.     (feet)  VERTCON   
 FC2012  ___________________________________________________________________
 FC2012  X           -     505,290.130 (meters)                     COMP
 FC2012  Y           -  -5,145,945.612 (meters)                     COMP
 FC2012  Z           -   3,722,072.764 (meters)                     COMP
 FC2012  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FC2012  ELLIP HEIGHT-         206.42  (meters)          (04/12/99) GPS OBS
 FC2012  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC2012
 FC2012  HORZ ORDER  -  FIRST
 FC2012  ELLP ORDER  -  FOURTH    CLASS I
 FC2012
 FC2012.The horizontal coordinates were established by GPS observations
 FC2012.and adjusted by the National Geodetic Survey in April 1999..
 FC2012
 FC2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2012
 FC2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2012
 FC2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2012
 FC2012.The ellipsoidal height was determined by GPS observations
 FC2012.and is referenced to NAD 83.
 FC2012
 FC2012.The geoid height was determined by GEOID03.
 FC2012
 FC2012;                    North         East     Units Scale Factor Converg.
 FC2012;SPC TN       -   178,398.123   745,096.796   MT  0.99994981   +0 56 29.0
 FC2012;SPC TN       -   585,294.51  2,444,538.40   sFT  0.99994981   +0 56 29.0
 FC2012;UTM  16      - 3,979,385.343   735,284.691   MT  1.00028219   +1 31 51.9
 FC2012
 FC2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2012!SPC TN       -   0.99996760  x   0.99994981  =   0.99991741
 FC2012!UTM  16      -   0.99996760  x   1.00028219  =   1.00024978
 FC2012
 FC2012                          SUPERSEDED SURVEY CONTROL
 FC2012
 FC2012  NAD 83(1995)-  35 55 49.86356(N)    084 23 31.19168(W) AD(       ) 1
 FC2012  ELLIP H (10/22/93)  206.36   (m)                       GP(       ) 4 1
 FC2012  NGVD 29 (10/22/93)  236.9    (m)          777.     (f) GPS OBS        
 FC2012
 FC2012.Superseded values are not recommended for survey control.
 FC2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2012.See file dsdata.txt to determine how the superseded data were derived.
 FC2012
 FC2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3528579385(NAD 83)
 FC2012_MARKER: A = ALUMINUM MARKER
 FC2012_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 FC2012_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 FC2012_MARK LOGO: NONE  
 FC2012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC2012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC2012+STABILITY: POSITION/ELEVATION WELL
 FC2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2012+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 FC2012
 FC2012  HISTORY     - Date     Condition        Report By
 FC2012  HISTORY     - 1950     MONUMENTED       RBNF
 FC2012  HISTORY     - 19930325 GOOD
 FC2012
 FC2012                          STATION DESCRIPTION
 FC2012
 FC2012'DESCRIBED BY RESEARCHED BUT NOT FOUND 1950
 FC2012'THE STATION IS LOCATED 26 MI (41.8 KM) WEST OF KNOXVILLE, 9 MI
 FC2012'(14.5 KM) SW OF OAK RIDGE, 8 MI (12.9 KM) EAST OF HARRIMAN, 8 MI
 FC2012'(12.9 KM) NW OF THE JUNCTION OF INTERSTATE HIGHWAYS 40 AND 75, NEAR
 FC2012'THE SOUTH PERIMETER OF THE U.S. DEPT OF ENERGY GASEOUS DIFFUSION
 FC2012'PLANT, AT THE NORTH END OF A GRASSY TRAFFIC TRIANGLE.
 FC2012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND
 FC2012'INTERSTATE 40(EXIT 364), PROCEED NORTH ON STATE HIGHWAY 95 FOR 6.8 MI
 FC2012'(10.9 KM) TO STATE HIGHWAY 58.  TURN LEFT ON STATE HIGHWAY 58 FOR
 FC2012'2.05 TO THE WESTERN MOST OF FOUR PAVED ENTRANCE ROADS TO THE
 FC2012'U.S.D.O.E. DIFFUSSION PLANT.  PROCEED WESTERLY ALONG THE PAVED ROAD
 FC2012'FOR 0.25 MI (0.40 KM) AND ACROSS A RAILROAD TRACK TO THE T JUNCTION
 FC2012'OF A PAVED ROAD RIGHT. TURN RIGHT AND PROCEED NE THEN NORTH 0.2 MI
 FC2012'(0.3 KM) TO CROSSING OF A RAILROAD.  CONTINUE AHEAD NORTH FOR 0.1 MI
 FC2012'(0.2 KM) TO THE NW CORNER OF A PAVED PARKING LOT ON THE RIGHT AND
 FC2012'STATION SURROUNDED BY THREE STEEL PIPES.
 FC2012'THE STATION IS AN OFF CENTER PUNCH MARK IN THE TOP OF A BLANK ALUMINUM
 FC2012'DISK RECESSED 2 CM BELOW THE GROUND AND ENCASED IN A BLANK ALUMINUM
 FC2012'FLANGE.  THE NATURE OF THE MONUMENT SETTING IS UNKNOWN.  IT IS 22.1
 FC2012'FT (6.7 M) NNE OF THE NORTHERN MOST ONE OF TWO MANHOLE COVERS WHICH
 FC2012'PROJECT 2.5 FT (0.8 M) ABOVE GROUND, AND 19.6 FT (6.0 M) WEST OF THE
 FC2012'CENTERLINE OF AVENUE JUNCTION.
 FC2012
 FC2012                          STATION RECOVERY (1993)
 FC2012
 FC2012'RECOVERED 1993
 FC2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7959 ***********************************************************************
 DF7959  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7959  DESIGNATION -  GR 35008830
 DF7959  PID         -  DF7959
 DF7959  STATE/COUNTY-  TN/MCNAIRY
 DF7959  USGS QUAD   -  CORINTH (1982)
 DF7959
 DF7959                         *CURRENT SURVEY CONTROL
 DF7959  ___________________________________________________________________
 DF7959* NAD 83(1995)-  34 59 54.45622(N)    088 30 45.72426(W)     ADJUSTED  
 DF7959* NAVD 88     -       162.89   (meters)     534.4    (feet)  GPS OBS   
 DF7959  ___________________________________________________________________
 DF7959  X           -     135,762.958 (meters)                     COMP
 DF7959  Y           -  -5,228,873.413 (meters)                     COMP
 DF7959  Z           -   3,637,804.519 (meters)                     COMP
 DF7959  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DF7959  ELLIP HEIGHT-         135.22  (meters)          (09/08/03) GPS OBS
 DF7959  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF7959
 DF7959  HORZ ORDER  -  B
 DF7959  ELLP ORDER  -  FOURTH    CLASS I
 DF7959
 DF7959.The horizontal coordinates were established by GPS observations
 DF7959.and adjusted by the National Geodetic Survey in September 2003..
 DF7959
 DF7959.The orthometric height was determined by GPS observations and a
 DF7959.high-resolution geoid model using precise GPS observation and
 DF7959.processing techniques.
 DF7959
 DF7959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7959
 DF7959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7959
 DF7959.The ellipsoidal height was determined by GPS observations
 DF7959.and is referenced to NAD 83.
 DF7959
 DF7959.The geoid height was determined by GEOID03.
 DF7959
 DF7959;                    North         East     Units Scale Factor Converg.
 DF7959;SPC TN       -    76,741.926   370,628.647   MT  1.00005391   -1 28 15.7
 DF7959;SPC TN       -   251,777.47  1,215,970.82   sFT  1.00005391   -1 28 15.7
 DF7959;UTM  16      - 3,873,917.623   361,955.395   MT  0.99983486   -0 52 03.9
 DF7959
 DF7959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7959!SPC TN       -   0.99997878  x   1.00005391  =   1.00003268
 DF7959!UTM  16      -   0.99997878  x   0.99983486  =   0.99981364
 DF7959
 DF7959                          SUPERSEDED SURVEY CONTROL
 DF7959
 DF7959.No superseded survey control is available for this station.
 DF7959
 DF7959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6195573918(NAD 83)
 DF7959_MARKER: A = ALUMINUM MARKER
 DF7959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7959_STAMPING: GR 35008830 2002
 DF7959_MARK LOGO: USACE 
 DF7959_PROJECTION: FLUSH
 DF7959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7959+STABILITY: POSITION/ELEVATION WELL
 DF7959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7959+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2002
 DF7959_ROD/PIPE-DEPTH: 10.3 meters
 DF7959_SLEEVE-DEPTH  :  0.9 meters
 DF7959
 DF7959  HISTORY     - Date     Condition        Report By
 DF7959  HISTORY     - 20020316 MONUMENTED       USACE
 DF7959
 DF7959                          STATION DESCRIPTION
 DF7959
 DF7959'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7959'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) NORTH OF CORINTH,
 DF7959'MISSISSIPPI. TO REACH MARK
 DF7959'FROM THE CENTER OF THE OVERPASS OF U.S. HIGHWAY 45 AND MISSISSIPPI
 DF7959'STATE HIGHWAY 2E JUST
 DF7959'NORTH OF CORINTH, MISSISSIPPI, PROCEED EAST ALONG MISSISSIPPI STATE
 DF7959'HIGHWAY 2 FOR 0.4
 DF7959'MILES (0.6 KILOMETERS) TO ITS INTERSECTION WITH MISSISSIPPI STATE
 DF7959'HIGHWAY 145. TURN LEFT
 DF7959'AND PROCEED NORTH ALONG MISSISSIPPI STATE HIGHWAY 145 FOR 1.0 MILE
 DF7959'(1.6 KILOMETERS) TO ITS
 DF7959'JUNCTION WITH STATE LINE ROAD HEADING DUE EAST AND STICINE ROAD
 DF7959'HEADING NORTHEAST,
 DF7959'BOTH ON THE RIGHT. TURN RIGHT AND PROCEED NORTHEAST ON STICINE ROAD
 DF7959'FOR 0.15 MILES (0.2
 DF7959'KILOMETERS) TO THE MARK ON THE LEFT. MARK IS LOCATED 174.0 FEET (53.0
 DF7959'METERS) SOUTHWEST
 DF7959'OF A 48 INCH OAK TREE, 27.0 FEET (8.2 METERS) NORTHWEST OF THE
 DF7959'CENTERLINE OF STICINE ROAD,
 DF7959'20.0 FEET (6.1 METERS) SOUTHWEST OF A FIELD ENTRY AND 2.0 FEET (0.6
 DF7959'METERS) SOUTHEAST OF A
 DF7959'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7959'POINT ENCASED IN 1
 DF7959'INCH PVC UNDER AN ACCESS COVER STAMPED GR 35008830 2002. MARK IS
 DF7959'RECESSED 8 CENTIMETERS
 DF7959'BELOW ACCESS COVER.
 DF7959'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7958 ***********************************************************************
 DF7958  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7958  DESIGNATION -  GR 35008900
 DF7958  PID         -  DF7958
 DF7958  STATE/COUNTY-  TN/HARDEMAN
 DF7958  USGS QUAD   -  MIDDLETON (1980)
 DF7958
 DF7958                         *CURRENT SURVEY CONTROL
 DF7958  ___________________________________________________________________
 DF7958* NAD 83(1995)-  35 00 09.72736(N)    088 59 41.95552(W)     ADJUSTED  
 DF7958* NAVD 88     -       189.52   (meters)     621.8    (feet)  GPS OBS   
 DF7958  ___________________________________________________________________
 DF7958  X           -      91,740.342 (meters)                     COMP
 DF7958  Y           -  -5,229,582.754 (meters)                     COMP
 DF7958  Z           -   3,638,205.230 (meters)                     COMP
 DF7958  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DF7958  ELLIP HEIGHT-         161.73  (meters)          (09/08/03) GPS OBS
 DF7958  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF7958
 DF7958  HORZ ORDER  -  B
 DF7958  ELLP ORDER  -  FOURTH    CLASS I
 DF7958
 DF7958.The horizontal coordinates were established by GPS observations
 DF7958.and adjusted by the National Geodetic Survey in September 2003..
 DF7958
 DF7958.The orthometric height was determined by GPS observations and a
 DF7958.high-resolution geoid model using precise GPS observation and
 DF7958.processing techniques.
 DF7958
 DF7958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7958
 DF7958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7958
 DF7958.The ellipsoidal height was determined by GPS observations
 DF7958.and is referenced to NAD 83.
 DF7958
 DF7958.The geoid height was determined by GEOID03.
 DF7958
 DF7958;                    North         East     Units Scale Factor Converg.
 DF7958;SPC TN       -    78,451.114   326,630.275   MT  1.00005284   -1 45 12.2
 DF7958;SPC TN       -   257,385.03  1,071,619.49   sFT  1.00005284   -1 45 12.2
 DF7958;UTM  16      - 3,875,161.192   317,947.376   MT  1.00000849   -1 08 40.8
 DF7958
 DF7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7958!SPC TN       -   0.99997461  x   1.00005284  =   1.00002745
 DF7958!UTM  16      -   0.99997461  x   1.00000849  =   0.99998310
 DF7958
 DF7958                          SUPERSEDED SURVEY CONTROL
 DF7958
 DF7958.No superseded survey control is available for this station.
 DF7958
 DF7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1794775161(NAD 83)
 DF7958_MARKER: A = ALUMINUM MARKER
 DF7958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7958_STAMPING: GR 35008900 2002
 DF7958_MARK LOGO: USACE 
 DF7958_PROJECTION: FLUSH
 DF7958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7958+STABILITY: POSITION/ELEVATION WELL
 DF7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7958+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2002
 DF7958_ROD/PIPE-DEPTH: 10.3 meters
 DF7958_SLEEVE-DEPTH  :  0.9 meters
 DF7958
 DF7958  HISTORY     - Date     Condition        Report By
 DF7958  HISTORY     - 20020313 MONUMENTED       USACE
 DF7958
 DF7958                          STATION DESCRIPTION
 DF7958
 DF7958'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7958'MARK IS LOCATED 5.0 MILES (8.0 KILOMETERS) NORTHWEST OF WALNUT,
 DF7958'MISSISSIPPI. TO REACH
 DF7958'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 72 AND MISSISSIPPI HIGHWAY
 DF7958'15 AT WALNUT,
 DF7958'MISSISSIPPI, PROCEED WEST ALONG U.S. HIGHWAY 72 FOR 3.4 MILES (5.5
 DF7958'KILOMETERS) TO ITS
 DF7958'JUNCTION WITH TIPPAH COUNTY ROAD 101 ON THE RIGHT. TURN RIGHT AND
 DF7958'PROCEED NORTHWEST
 DF7958'ALONG TIPPAH COUNTY ROAD 101 (TIPPAH COUNTY ROAD 101 CHANGES NAMES TO
 DF7958'ANTIOCH ROAD AT
 DF7958'THE MISSISSIPPI-TENNESSEE STATE LINE) FOR 5.2 MILES (8.4 KILOMETERS)
 DF7958'TO A DRIVEWAY LEADING
 DF7958'TO A FRAME HOUSE ON THE RIGHT. PROPERTY BELONGS TO DAVID TOMS, 3539
 DF7958'ANTIOCH ROAD. TURN
 DF7958'RIGHT INTO DRIVEWAY AND PROCEED FOR 125.0 FEET (38.1 METERS) AND THE
 DF7958'MARK ON THE RIGHT.
 DF7958'MARK IS LOCATED 126.0 FEET (38.4 METERS) SOUTH ALONG DRIVEWAY TO
 DF7958'HOUSE, 121.5 FEET (37.0
 DF7958'METERS) SOUTH OF A POWER POLE AT DRIVEWAY ENTRANCE 207.7 FEET (63.3
 DF7958'METERS) NORTH OF A
 DF7958'TRANSFORMER POLE NEAR HOUSE, 10.0 FEET (3.0 METERS) WEST OF CENTERLINE
 DF7958'OF DRIVEWAY AND
 DF7958'2.0 FEET (0.6 METERS) EAST OF A FENCE. A STAINLESS STEEL ROD ENCASED
 DF7958'IN 1.5 INCH PVC WITH A
 DF7958'DRILLED DATUM POINT UNDER AN ACCESS COVER STAMPED GR 35008900 2002.
 DF7958'MARK IS RECESSED 10
 DF7958'CENTIMETERS BELOW ACCESS COVER.
 DF7958'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7952 ***********************************************************************
 DF7952  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7952  DESIGNATION -  GR 35308830
 DF7952  PID         -  DF7952
 DF7952  STATE/COUNTY-  TN/CHESTER
 DF7952  USGS QUAD   -  LIFE (1991)
 DF7952
 DF7952                         *CURRENT SURVEY CONTROL
 DF7952  ___________________________________________________________________
 DF7952* NAD 83(1995)-  35 30 00.56464(N)    088 29 53.19079(W)     ADJUSTED  
 DF7952* NAVD 88     -       177.76   (meters)     583.2    (feet)  GPS OBS   
 DF7952  ___________________________________________________________________
 DF7952  X           -     136,253.023 (meters)                     COMP
 DF7952  Y           -  -5,196,737.115 (meters)                     COMP
 DF7952  Z           -   3,683,269.106 (meters)                     COMP
 DF7952  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DF7952  ELLIP HEIGHT-         149.75  (meters)          (09/08/03) GPS OBS
 DF7952  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DF7952
 DF7952  HORZ ORDER  -  B
 DF7952  ELLP ORDER  -  FOURTH    CLASS I
 DF7952
 DF7952.The horizontal coordinates were established by GPS observations
 DF7952.and adjusted by the National Geodetic Survey in September 2003..
 DF7952
 DF7952.The orthometric height was determined by GPS observations and a
 DF7952.high-resolution geoid model using precise GPS observation and
 DF7952.processing techniques.
 DF7952
 DF7952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7952
 DF7952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7952
 DF7952.The ellipsoidal height was determined by GPS observations
 DF7952.and is referenced to NAD 83.
 DF7952
 DF7952.The geoid height was determined by GEOID03.
 DF7952
 DF7952;                    North         East     Units Scale Factor Converg.
 DF7952;SPC TN       -   132,350.701   373,381.051   MT  0.99996528   -1 27 45.0
 DF7952;SPC TN       -   434,220.59  1,225,001.00   sFT  0.99996528   -1 27 45.0
 DF7952;UTM  16      - 3,929,542.513   364,127.071   MT  0.99982751   -0 52 12.3
 DF7952
 DF7952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7952!SPC TN       -   0.99997650  x   0.99996528  =   0.99994178
 DF7952!UTM  16      -   0.99997650  x   0.99982751  =   0.99980401
 DF7952
 DF7952                          SUPERSEDED SURVEY CONTROL
 DF7952
 DF7952.No superseded survey control is available for this station.
 DF7952
 DF7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6412729543(NAD 83)
 DF7952_MARKER: A = ALUMINUM MARKER
 DF7952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7952_STAMPING: GR 35308830 2002
 DF7952_MARK LOGO: USACE 
 DF7952_PROJECTION: FLUSH
 DF7952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7952+STABILITY: POSITION/ELEVATION WELL
 DF7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7952+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 DF7952_ROD/PIPE-DEPTH: 11.9 meters
 DF7952_SLEEVE-DEPTH  :  0.9 meters
 DF7952
 DF7952  HISTORY     - Date     Condition        Report By
 DF7952  HISTORY     - 20020314 MONUMENTED       USACE
 DF7952
 DF7952                          STATION DESCRIPTION
 DF7952
 DF7952'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7952'MARK IS LOCATED 8.0 MILES (12.9 KILOMETERS) NORTHEAST OF HENDERSON,
 DF7952'TENNESSEE. TO REACH
 DF7952'MARK FROM THE INTERSECTION OF TENNESSEE STATE HIGHWAY 100 AND
 DF7952'TENNESSEE STATE
 DF7952'HIGHWAY ALTERNATE 22, 6.0 MILES (9.7 KILOMETERS) EAST OF HENDERSON,
 DF7952'TENNESSEE, PROCEED
 DF7952'NORTH ALONG TENNESSEE STATE HIGHWAY ALT. 22, FOR 1.7 MILES (2.7
 DF7952'KILOMETERS) TO ITS
 DF7952'INTERSECTION WITH NOBLES ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 DF7952'NORTHEAST ALONG
 DF7952'NOBLES ROAD FOR 1.1 MILES (1.8 KILOMETERS) AND THE MARK ON THE LEFT.
 DF7952'MARK IS LOCATED 278.0
 DF7952'FEET (84.7 METERS) WEST AND ACROSS ROAD FROM RHODES CEMETERY SIGN,
 DF7952'189.2 FEET (57.7
 DF7952'METERS) EAST OF THE SOUTHEAT CORNER OF A METAL BARN 315.0 FEET (96.0
 DF7952'METERS)
 DF7952'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE CARPORT, 20.4
 DF7952'FEET (6.2 METERS)
 DF7952'NORTH OF THE CENTERLINE OF NOBLES ROAD AND 3.1 FEET (0.9 METERS) SOUTH
 DF7952'OF A WOODEN
 DF7952'FENCE POST AND CARSONIT WITNESS POST. A STAINLESS STEEL ROD WITH A
 DF7952'DRILLED DATUM POINT
 DF7952'UNDER AN ACCESS COVER STAMPED GR 35308830 2002. MARK IS RECESSED 15
 DF7952'CENTIMETERS BELOW
 DF7952'ACCESS COVER.
 DF7952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7951 ***********************************************************************
 DF7951  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7951  DESIGNATION -  GR 35308900
 DF7951  PID         -  DF7951
 DF7951  STATE/COUNTY-  TN/MADISON
 DF7951  USGS QUAD   -  WESTOVER (1981)
 DF7951
 DF7951                         *CURRENT SURVEY CONTROL
 DF7951  ___________________________________________________________________
 DF7951* NAD 83(1995)-  35 30 31.48943(N)    088 59 41.48295(W)     ADJUSTED  
 DF7951* NAVD 88     -       125.87   (meters)     413.0    (feet)  GPS OBS   
 DF7951  ___________________________________________________________________
 DF7951  X           -      91,182.900 (meters)                     COMP
 DF7951  Y           -  -5,197,127.319 (meters)                     COMP
 DF7951  Z           -   3,684,014.798 (meters)                     COMP
 DF7951  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DF7951  ELLIP HEIGHT-          97.75  (meters)          (09/08/03) GPS OBS
 DF7951  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DF7951
 DF7951  HORZ ORDER  -  B
 DF7951  ELLP ORDER  -  FOURTH    CLASS I
 DF7951
 DF7951.The horizontal coordinates were established by GPS observations
 DF7951.and adjusted by the National Geodetic Survey in September 2003..
 DF7951
 DF7951.The orthometric height was determined by GPS observations and a
 DF7951.high-resolution geoid model using precise GPS observation and
 DF7951.processing techniques.
 DF7951
 DF7951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7951
 DF7951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7951
 DF7951.The ellipsoidal height was determined by GPS observations
 DF7951.and is referenced to NAD 83.
 DF7951
 DF7951.The geoid height was determined by GEOID03.
 DF7951
 DF7951;                    North         East     Units Scale Factor Converg.
 DF7951;SPC TN       -   134,567.886   328,360.029   MT  0.99996443   -1 45 11.9
 DF7951;SPC TN       -   441,494.81  1,077,294.53   sFT  0.99996443   -1 45 11.9
 DF7951;UTM  16      - 3,931,293.239   319,087.915   MT  1.00000334   -1 09 32.3
 DF7951
 DF7951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7951!SPC TN       -   0.99998466  x   0.99996443  =   0.99994909
 DF7951!UTM  16      -   0.99998466  x   1.00000334  =   0.99998800
 DF7951
 DF7951                          SUPERSEDED SURVEY CONTROL
 DF7951
 DF7951.No superseded survey control is available for this station.
 DF7951
 DF7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1908831293(NAD 83)
 DF7951_MARKER: A = ALUMINUM MARKER
 DF7951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7951_STAMPING: GR 35308900 2002
 DF7951_MARK LOGO: USACE 
 DF7951_PROJECTION: FLUSH
 DF7951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7951+STABILITY: POSITION/ELEVATION WELL
 DF7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7951+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2002
 DF7951_ROD/PIPE-DEPTH: 44.5 meters
 DF7951_SLEEVE-DEPTH  :  0.9 meters
 DF7951
 DF7951  HISTORY     - Date     Condition        Report By
 DF7951  HISTORY     - 20020312 MONUMENTED       USACE
 DF7951
 DF7951                          STATION DESCRIPTION
 DF7951
 DF7951'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7951'MARK IS LOCATED 3.5 MILES (5.6 KILOMETERS) NORTHEAST OF MERCER,
 DF7951'TENNESSEE. TO REACH THE
 DF7951'MARK FROM EXIT 68 OF I-40 (HIGHWAY 138) ABOUT 10.0 MILES (16.1
 DF7951'KILOMETERS) WEST OF JACKSON,
 DF7951'TENNESSEE, PROCEED SOUTH AND SOUTHEAST ALONG TENNESSEE STATE HIGHWAY
 DF7951'138 FOR 10.3
 DF7951'MILES (16.6 KILOMETERS) TO ITS JUNCTION WITH TENNESSEE STATE HIGHWAY
 DF7951'223 ON THE LEFT.
 DF7951'TURN LEFT AND PROCEED NORTHWEST ALONG TENNESSEE STATE HIGHWAY 223 FOR
 DF7951'3.5 MILES (5.6
 DF7951'KILOMETERS) TO ITS JUNCTION WITH WAKE BOND ROAD AND THE MARK ON THE
 DF7951'LEFT. MARK IS
 DF7951'LOCATED 3.0 FEET (0.9 METERS) WEST OF CENTERLINE OF HIGHWAY 223, 40.5
 DF7951'FEET (12.3 METERS)
 DF7951'NORTH OF THE CENTERLINE OF WAKE BOND ROAD, 111.0 FEET (33.8 METERS)
 DF7951'EAST OF A GUYED
 DF7951'POWER POLE AND 2.0 FEET (0.6 METERS) EAST OF A CARSONITE WITNESS POST.
 DF7951'A STAINLESS STEEL
 DF7951'ROD WITH A DRILLED DATUM POINT UNDER AN ACCESS COVER STAMPED GR
 DF7951'35308900 2002 FLUSH
 DF7951'WITH THE GROUND. MONUMENT IS RECESSED 15 CENTIMETERS BELOW ACCESS
 DF7951'COVER.
 DF7951'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7950 ***********************************************************************
 DF7950  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7950  DESIGNATION -  GR 35308930
 DF7950  PID         -  DF7950
 DF7950  STATE/COUNTY-  TN/TIPTON
 DF7950  USGS QUAD   -  GIFT (1983)
 DF7950
 DF7950                         *CURRENT SURVEY CONTROL
 DF7950  ___________________________________________________________________
 DF7950* NAD 83(1995)-  35 30 10.42102(N)    089 30 30.78440(W)     ADJUSTED  
 DF7950* NAVD 88     -       111.79   (meters)     366.8    (feet)  GPS OBS   
 DF7950  ___________________________________________________________________
 DF7950  X           -      44,587.291 (meters)                     COMP
 DF7950  Y           -  -5,198,102.116 (meters)                     COMP
 DF7950  Z           -   3,683,478.411 (meters)                     COMP
 DF7950  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DF7950  ELLIP HEIGHT-          84.32  (meters)          (09/08/03) GPS OBS
 DF7950  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF7950
 DF7950  HORZ ORDER  -  B
 DF7950  ELLP ORDER  -  FOURTH    CLASS I
 DF7950
 DF7950.The horizontal coordinates were established by GPS observations
 DF7950.and adjusted by the National Geodetic Survey in September 2003..
 DF7950
 DF7950.The orthometric height was determined by GPS observations and a
 DF7950.high-resolution geoid model using precise GPS observation and
 DF7950.processing techniques.
 DF7950
 DF7950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7950
 DF7950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7950
 DF7950.The ellipsoidal height was determined by GPS observations
 DF7950.and is referenced to NAD 83.
 DF7950
 DF7950.The geoid height was determined by GEOID03.
 DF7950
 DF7950;                    North         East     Units Scale Factor Converg.
 DF7950;SPC TN       -   135,467.046   281,762.020   MT  0.99996501   -2 03 14.6
 DF7950;SPC TN       -   444,444.80    924,414.23   sFT  0.99996501   -2 03 14.6
 DF7950;UTM  16      - 3,931,708.142   272,476.017   MT  1.00023798   -1 27 26.8
 DF7950
 DF7950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7950!SPC TN       -   0.99998677  x   0.99996501  =   0.99995178
 DF7950!UTM  16      -   0.99998677  x   1.00023798  =   1.00022474
 DF7950
 DF7950                          SUPERSEDED SURVEY CONTROL
 DF7950
 DF7950.No superseded survey control is available for this station.
 DF7950
 DF7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7247631708(NAD 83)
 DF7950_MARKER: DD = SURVEY DISK
 DF7950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7950_STAMPING: GR 35308930 2002
 DF7950_MARK LOGO: USACE 
 DF7950_PROJECTION: FLUSH
 DF7950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7950+STABILITY: POSITION/ELEVATION WELL
 DF7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7950+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DF7950_ROD/PIPE-DEPTH: 18.8 meters
 DF7950_SLEEVE-DEPTH  : 0.9 meters
 DF7950
 DF7950  HISTORY     - Date     Condition        Report By
 DF7950  HISTORY     - 20020311 MONUMENTED       USACE
 DF7950  HISTORY     - 20030707 GOOD             EMCINC
 DF7950
 DF7950                          STATION DESCRIPTION
 DF7950
 DF7950'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7950'MARK IS LOCATED 0.5 MILES (0.8 KILOMETERS) NORTH OF CHARLESTON,
 DF7950'TENNESSEE. TO REACH THE
 DF7950'MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY 54 AND TENNESSE
 DF7950'STATE HIGHWAY 179,
 DF7950'1.0 MILE (1.6 KILOMETERS) EAST OF COVINGTON, TENNESSEE, PROCEED
 DF7950'SOUTHEAST ALONG
 DF7950'TENNESSEE STATE HIGHWAY 179 FOR 5.8 MILES (9.3 KILOMETERS) TO ITS
 DF7950'INTERSECTION WITH
 DF7950'TENNESSEE STATE HIGHWAY 14. CONTINUE SOUTHEAST ALONG TENNESSE STATE
 DF7950'HIGHWAY 179 FOR
 DF7950'3.2 MILES (5.1 KILOMETERS) TO THE CHARLESTON METHODIST CHURCH ON THE
 DF7950'RIGHT AND
 DF7950'CHARLESTON GIN ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ALONG
 DF7950'CHARLESTON GIN
 DF7950'ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO ITS T-INTERSECTION WITH BAXTER
 DF7950'LOOP ROAD AND THE
 DF7950'MARK ON THE NORTH SIDE OF BAXTER LOOP ROAD ON THE LEFT. MARK IS
 DF7950'LOCATED 27.0 FEET (8.2
 DF7950'METERS) NORTH OF CENTERLINE OF BAXTER LOOP ROAD, 61.0 FEET (18.6
 DF7950'METERS)
 DF7950'WEST-NORTHWEST OF THE CENTERLINE OF THE JUNCTION OF BAXTER LOOP ROAD
 DF7950'AND
 DF7950'CHARLESTON GIN ROAD, 98.0 FEET (29.9 METERS) WEST-NORTHWEST OF A STOP
 DF7950'SIGN AND 38.0 FEET
 DF7950'(11.6 METERS) WEST OF THE CENTERLINE OF A FIELD ENTRANCE. A STAINLESS
 DF7950'STEEL ROD WITH A
 DF7950'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7950'STAMPED GR 35308930
 DF7950'2002 FLUSH WITH GROUND. MONUMENT IS RECESSED 15 CENTIMETERS BELOW
 DF7950'ACCESS COVER.
 DF7950'
 DF7950
 DF7950                          STATION RECOVERY (2003)
 DF7950
 DF7950'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7950'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7949 ***********************************************************************
 DF7949  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7949  DESIGNATION -  GR 35309000
 DF7949  PID         -  DF7949
 DF7949  STATE/COUNTY-  TN/TIPTON
 DF7949  USGS QUAD   -  DRUMMONDS (1983)
 DF7949
 DF7949                         *CURRENT SURVEY CONTROL
 DF7949  ___________________________________________________________________
 DF7949* NAD 83(1995)-  35 29 30.46658(N)    089 59 04.22841(W)     ADJUSTED  
 DF7949* NAVD 88     -        73.17   (meters)     240.1    (feet)  GPS OBS   
 DF7949  ___________________________________________________________________
 DF7949  X           -       1,405.743 (meters)                     COMP
 DF7949  Y           -  -5,198,976.712 (meters)                     COMP
 DF7949  Z           -   3,682,453.453 (meters)                     COMP
 DF7949  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DF7949  ELLIP HEIGHT-          45.68  (meters)          (09/08/03) GPS OBS
 DF7949  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF7949
 DF7949  HORZ ORDER  -  B
 DF7949  ELLP ORDER  -  FOURTH    CLASS I
 DF7949
 DF7949.The horizontal coordinates were established by GPS observations
 DF7949.and adjusted by the National Geodetic Survey in September 2003..
 DF7949
 DF7949.The orthometric height was determined by GPS observations and a
 DF7949.high-resolution geoid model using precise GPS observation and
 DF7949.processing techniques.
 DF7949
 DF7949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7949
 DF7949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7949
 DF7949.The ellipsoidal height was determined by GPS observations
 DF7949.and is referenced to NAD 83.
 DF7949
 DF7949.The geoid height was determined by GEOID03.
 DF7949
 DF7949;                    North         East     Units Scale Factor Converg.
 DF7949;SPC TN       -   135,889.334   238,563.383   MT  0.99996614   -2 19 57.7
 DF7949;SPC TN       -   445,830.26    782,686.70   sFT  0.99996614   -2 19 57.7
 DF7949;UTM  16      - 3,931,679.744   229,257.988   MT  1.00050341   -1 44 01.7
 DF7949;UTM  15      - 3,931,765.294   773,553.617   MT  1.00052227   +1 45 06.6
 DF7949
 DF7949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7949!SPC TN       -   0.99999283  x   0.99996614  =   0.99995897
 DF7949!UTM  16      -   0.99999283  x   1.00050341  =   1.00049624
 DF7949!UTM  15      -   0.99999283  x   1.00052227  =   1.00051510
 DF7949
 DF7949                          SUPERSEDED SURVEY CONTROL
 DF7949
 DF7949.No superseded survey control is available for this station.
 DF7949
 DF7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2925831680(NAD 83)
 DF7949_MARKER: DD = SURVEY DISK
 DF7949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7949_STAMPING: GR 35309000 2002
 DF7949_MARK LOGO: USACE 
 DF7949_PROJECTION: FLUSH
 DF7949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7949+STABILITY: POSITION/ELEVATION WELL
 DF7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7949+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 DF7949_ROD/PIPE-DEPTH: 17.4 meters
 DF7949_SLEEVE-DEPTH  : 0.9 meters
 DF7949
 DF7949  HISTORY     - Date     Condition        Report By
 DF7949  HISTORY     - 20020311 MONUMENTED       USACE
 DF7949  HISTORY     - 20030724 GOOD             EMCINC
 DF7949
 DF7949                          STATION DESCRIPTION
 DF7949
 DF7949'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7949'MARK IS LOCATED 22.0 MILES (35.4 KILOMETERS) WEST OF COVINGTON,
 DF7949'TENNESSEE. TO REACH THE
 DF7949'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND TENNESSEE STATE
 DF7949'HIGHWAY 59W IN
 DF7949'COVINGTON, TENNESSEE, PROCEED WEST ALONG TENNESSEE STATE HIGHWAY 59W
 DF7949'FOR 18.65 MILES
 DF7949'(30.0 KILOMETERS) TO WHERE HIGHWAY 59 PROCEEDS STRAIGHT AHEAD TO A
 DF7949'DEAD END AT THE
 DF7949'MISSISSIPPI RIVER AND A PAVED ROAD TO THE LEFT LEADS TO THE U.S. ARMY
 DF7949'CORPS OF ENGINEERS
 DF7949'RICHARDSON LANDING CASTING FIELD. TURN LEFT AND PROCEED ALONG PAVED
 DF7949'ROAD PAST CASTING
 DF7949'FIELD FOR 0.65 MILES (1.0 KILOMETER) TO A PAVED ROAD ON THE RIGHT
 DF7949'LEADING TO DAVALLS
 DF7949'LANDING BOAT RAMP. TURN RIGHT AND PROCEED ALONG PAVED ROAD FOR 0.9
 DF7949'MILES (1.4
 DF7949'KILOMETERS) TO THE DAVALLS LANDING BOAT RAMP.  AT THIS POINT PAVEMENT
 DF7949'TURNS TO GRAVEL.
 DF7949'CONTINUE ALONG GRAVEL ROAD, LOCALLY KNOWN AS COON VALLEY ROAD, FOR
 DF7949'2.85 MILES (4.6
 DF7949'KILOMETERS) TO A GRAVEL FIELD ROAD ON THE RIGHT AND THE MARK
 DF7949'APPROXIMATELY 75.0 FEET
 DF7949'(22.9 METERS) AHEAD ON THE LEFT. MARK IS LOCATED 18.5 FEET (5.6
 DF7949'METERS) EAST OF THE
 DF7949'CENTERLINE OF COON VALLEY ROAD, 18.5 FEET (5.6 METERS) SOUTH OF
 DF7949'JUNCTION OF COON VALLEY
 DF7949'ROAD AND EAST-WEST FIELD ROAD AND SET DIRECTLY ON AN EAST-WEST
 DF7949'PROPERTY LINE. A
 DF7949'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC
 DF7949'UNDER AN ACCESS
 DF7949'COVER STAMPED GR 35309000 2002. ACCESS COVER FLUSH WITH GROUND. MARK
 DF7949'IS RECESSED 15
 DF7949'CENTIMETERS BELOW ACCESS COVER.
 DF7949'
 DF7949
 DF7949                          STATION RECOVERY (2003)
 DF7949
 DF7949'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7949'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7969 ***********************************************************************
 DF7969  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7969  DESIGNATION -  GR 36008900
 DF7969  PID         -  DF7969
 DF7969  STATE/COUNTY-  TN/GIBSON
 DF7969  USGS QUAD   -  BRAZIL (1964)
 DF7969
 DF7969                         *CURRENT SURVEY CONTROL
 DF7969  ___________________________________________________________________
 DF7969* NAD 83(1995)-  35 59 43.31659(N)    089 00 35.04203(W)     ADJUSTED  
 DF7969* NAVD 88     -       104.21   (meters)     341.9    (feet)  GPS OBS   
 DF7969  ___________________________________________________________________
 DF7969  X           -      89,287.885 (meters)                     COMP
 DF7969  Y           -  -5,165,590.903 (meters)                     COMP
 DF7969  Z           -   3,727,820.339 (meters)                     COMP
 DF7969  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DF7969  ELLIP HEIGHT-          76.03  (meters)          (09/08/03) GPS OBS
 DF7969  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF7969
 DF7969  HORZ ORDER  -  B
 DF7969  ELLP ORDER  -  FOURTH    CLASS I
 DF7969
 DF7969.The horizontal coordinates were established by GPS observations
 DF7969.and adjusted by the National Geodetic Survey in September 2003..
 DF7969
 DF7969.The orthometric height was determined by GPS observations and a
 DF7969.high-resolution geoid model using precise GPS observation and
 DF7969.processing techniques.
 DF7969
 DF7969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7969
 DF7969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7969
 DF7969.The ellipsoidal height was determined by GPS observations
 DF7969.and is referenced to NAD 83.
 DF7969
 DF7969.The geoid height was determined by GEOID03.
 DF7969
 DF7969;                    North         East     Units Scale Factor Converg.
 DF7969;SPC TN       -   188,573.672   328,671.121   MT  0.99995235   -1 45 43.3
 DF7969;SPC TN       -   618,678.79  1,078,315.17   sFT  0.99995235   -1 45 43.3
 DF7969;UTM  16      - 3,985,302.155   318,845.278   MT  1.00000438   -1 10 53.3
 DF7969
 DF7969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7969!SPC TN       -   0.99998807  x   0.99995235  =   0.99994042
 DF7969!UTM  16      -   0.99998807  x   1.00000438  =   0.99999245
 DF7969
 DF7969                          SUPERSEDED SURVEY CONTROL
 DF7969
 DF7969.No superseded survey control is available for this station.
 DF7969
 DF7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1884585302(NAD 83)
 DF7969_MARKER: F = FLANGE-ENCASED ROD
 DF7969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7969_STAMPING: GR 36008900 2002
 DF7969_MARK LOGO: USACE 
 DF7969_PROJECTION: FLUSH
 DF7969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7969+STABILITY: POSITION/ELEVATION WELL
 DF7969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7969+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 DF7969_ROD/PIPE-DEPTH:  9.7 meters
 DF7969_SLEEVE-DEPTH  :  0.9 meters
 DF7969
 DF7969  HISTORY     - Date     Condition        Report By
 DF7969  HISTORY     - 20020314 MONUMENTED       USACE
 DF7969
 DF7969                          STATION DESCRIPTION
 DF7969
 DF7969'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7969'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) WEST OF TRENTON, TENNESSEE.
 DF7969'TO REACH MARK
 DF7969'FROM THE INTERSECTION OF U.S. HIGHWAY 45W AND TENNESSEE STATE HIGHWAY
 DF7969'104 AT THE
 DF7969'SOUTHWEST CORNER OF THE COURTHOUSE IN TRENTON, TENNESSEE, PROCEED WEST
 DF7969'ALONG
 DF7969'TENNESSEE STATE HIGHWAY 104 FOR 1.6 MILES (2.6 KILOMETERS) TO THE
 DF7969'INTERSECTION OF
 DF7969'TENNESSEE STATE HIGHWAY 104 TO THE RIGHT, TENNESSEE STATE HIGHWAY 104A
 DF7969'TO THE LEFT
 DF7969'AND OLD HIGHWAY 104 STRAIGHT AHEAD. TURN RIGHT AND PROCEED NORTH AND
 DF7969'EAST ALONG
 DF7969'TENNESSEE STATE HIGHWAY 104 FOR 2.6 MILES (4.2 KILOMETERS) TO ITS
 DF7969'INTERSECTION WITH JOHN
 DF7969'JETTON ROAD AND THE MARK ON THE RIGHT. MARK IS LOCATED 84.0 FEET (25.6
 DF7969'METERS) NORTH OF
 DF7969'CENTERLINE HIGHWAY 104 WESTBOUND LANE, 58.2 FEET (17.7 METERS) WEST OF
 DF7969'CENTERLINE OF
 DF7969'JOHN JETTON ROAD, 2.3 FEET (0.7 METERS) WEST OF A HIGHWAY RIGHT OF WAY
 DF7969'MARKER AND
 DF7969'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7969'POINT ENCASED IN 1
 DF7969'INCH PVC UNDER AN ACCESS COVER STAMPED GR 36008900 2002 FLUSH WITH
 DF7969'GROUND. MARK IS
 DF7969'RECESSED 20 CENTIMETERS BELOW ACCESS COVER.
 DF7969'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7947 ***********************************************************************
 DF7947  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7947  DESIGNATION -  GR 36008930
 DF7947  PID         -  DF7947
 DF7947  STATE/COUNTY-  TN/DYER
 DF7947  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 DF7947
 DF7947                         *CURRENT SURVEY CONTROL
 DF7947  ___________________________________________________________________
 DF7947* NAD 83(1995)-  36 00 24.03559(N)    089 30 12.89639(W)     ADJUSTED  
 DF7947* NAVD 88     -        80.10   (meters)     262.8    (feet)  GPS OBS   
 DF7947  ___________________________________________________________________
 DF7947  X           -      44,754.879 (meters)                     COMP
 DF7947  Y           -  -5,165,411.400 (meters)                     COMP
 DF7947  Z           -   3,728,821.501 (meters)                     COMP
 DF7947  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DF7947  ELLIP HEIGHT-          51.90  (meters)          (09/08/03) GPS OBS
 DF7947  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF7947
 DF7947  HORZ ORDER  -  B
 DF7947  ELLP ORDER  -  FOURTH    CLASS I
 DF7947
 DF7947.The horizontal coordinates were established by GPS observations
 DF7947.and adjusted by the National Geodetic Survey in September 2003..
 DF7947
 DF7947.The orthometric height was determined by GPS observations and a
 DF7947.high-resolution geoid model using precise GPS observation and
 DF7947.processing techniques.
 DF7947
 DF7947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7947
 DF7947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7947
 DF7947.The ellipsoidal height was determined by GPS observations
 DF7947.and is referenced to NAD 83.
 DF7947
 DF7947.The geoid height was determined by GEOID03.
 DF7947
 DF7947;                    North         East     Units Scale Factor Converg.
 DF7947;SPC TN       -   191,309.278   284,213.057   MT  0.99995292   -2 03 04.1
 DF7947;SPC TN       -   627,653.86    932,455.67   sFT  0.99995292   -2 03 04.1
 DF7947;UTM  16      - 3,987,588.225   274,354.733   MT  1.00022742   -1 28 20.7
 DF7947
 DF7947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7947!SPC TN       -   0.99999185  x   0.99995292  =   0.99994477
 DF7947!UTM  16      -   0.99999185  x   1.00022742  =   1.00021927
 DF7947
 DF7947                          SUPERSEDED SURVEY CONTROL
 DF7947
 DF7947.No superseded survey control is available for this station.
 DF7947
 DF7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7435587588(NAD 83)
 DF7947_MARKER: DD = SURVEY DISK
 DF7947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7947_STAMPING: GR 36008930 2002
 DF7947_MARK LOGO: USACE 
 DF7947_PROJECTION: FLUSH
 DF7947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7947+STABILITY: POSITION/ELEVATION WELL
 DF7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7947+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 DF7947_ROD/PIPE-DEPTH: 23.7 meters
 DF7947_SLEEVE-DEPTH  : 1.3 meters
 DF7947
 DF7947  HISTORY     - Date     Condition        Report By
 DF7947  HISTORY     - 20020314 MONUMENTED       USACE
 DF7947  HISTORY     - 20030708 GOOD             EMCINC
 DF7947  HISTORY     - 20050606 GOOD             USACE
 DF7947
 DF7947                          STATION DESCRIPTION
 DF7947
 DF7947'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7947'MARK IS LOCATED 2.5 MILES (4.0 KILOMETERS) SOUTHWEST OF FINLEY,
 DF7947'TENNESSEE. TO REACH THE
 DF7947'MARK FROM THE POST OFFICE DRIVEWAY AT THE INTERSECTION OF TENNESSEE
 DF7947'STATE HIGHWAY 104
 DF7947'AND PECAN STREET IN FINLEY, TENNESSEE, PROCEED WEST ALONG TENNESSEE
 DF7947'STATE HIGHWAY 104
 DF7947'FOR 1.0 MILE (1.6 KILOMETERS) TO ITS INTERSECTION WITH TENNESSEE STATE
 DF7947'HIGHWAY 182 TO THE
 DF7947'RIGHT AND RICHWOOD ROAD TO THE LEFT. TURN LEFT AND PROCEED SOUTH ALONG
 DF7947'RICHWOOD
 DF7947'ROAD FOR 1.9 MILES (3.1 KILOMETERS) TO A Y-INTERSECTION AT MISS KELLY
 DF7947'LOOP ROAD. PROCEED
 DF7947'SOUTH ALONG MISS KELLY LOOP ROAD FOR 0.15 MILES (0.2 KILOMETERS) TO
 DF7947'ITS INTERSECTION WITH
 DF7947'LOVEJOY ROAD TO THE LEFT. TURN LEFT AND PROCEED EAST ALONG LOVEJOY
 DF7947'ROAD FOR 0.15 MILES
 DF7947'(0.2 KILOMETERS) AND THE MARK ON THE RIGHT. MARK IS LOCATED 159.0 FEET
 DF7947'(48.5 METERS)
 DF7947'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 19.5 FEET (5.9
 DF7947'METERS) SOUTH OF
 DF7947'THE CENTERLINE OF LOVEJOY ROAD AND 5.8 FEET (1.8 METERS) NORTH OF A
 DF7947'POWER POLE AND
 DF7947'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7947'POINT ENCASED IN 1
 DF7947'INCH PVC UNDER AN ACCESS COVER STAMPED GR 36008930 2002. MARK IS
 DF7947'RECESSED 10
 DF7947'CENTIMETERS BELOW ACCESS COVER.
 DF7947'
 DF7947
 DF7947                          STATION RECOVERY (2003)
 DF7947
 DF7947'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7947'RECOVERED AS DESCRIBED.
 DF7947
 DF7947                          STATION RECOVERY (2005)
 DF7947
 DF7947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 DF7947'ACCESS COVER FLAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1220 ***********************************************************************
 FE1220  DESIGNATION -  GRAHAMWOOD
 FE1220  PID         -  FE1220
 FE1220  STATE/COUNTY-  TN/SHELBY
 FE1220  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1220
 FE1220                         *CURRENT SURVEY CONTROL
 FE1220  ___________________________________________________________________
 FE1220* NAD 83(1995)-  35 08 58.10246(N)    089 55 42.08813(W)     ADJUSTED  
 FE1220* NAVD 88     -        85.940  (meters)     281.95   (feet)  ADJUSTED  
 FE1220  ___________________________________________________________________
 FE1220  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1220  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1220  DYNAMIC HT  -          85.862 (meters)     281.70  (feet)  COMP
 FE1220  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1220
 FE1220  HORZ ORDER  -  SECOND
 FE1220  VERT ORDER  -  SECOND    CLASS 0
 FE1220
 FE1220.The horizontal coordinates were established by classical geodetic methods
 FE1220.and adjusted by the National Geodetic Survey in April 1999..
 FE1220
 FE1220.The orthometric height was determined by differential leveling
 FE1220.and adjusted by the National Geodetic Survey in June 1991..
 FE1220
 FE1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1220
 FE1220.The geoid height was determined by GEOID03.
 FE1220
 FE1220.The dynamic height is computed by dividing the NAVD 88
 FE1220.geopotential number by the normal gravity value computed on the
 FE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1220.degrees latitude (g = 980.6199 gals.).
 FE1220
 FE1220.The modeled gravity was interpolated from observed gravity values.
 FE1220
 FE1220;                    North         East     Units Scale Factor Converg.
 FE1220;SPC TN       -    97,734.842   242,129.977   MT  1.00001926   -2 17 59.3
 FE1220;SPC TN       -   320,651.73    794,388.10   sFT  1.00001926   -2 17 59.3
 FE1220;UTM  16      - 3,893,546.026   233,229.872   MT  1.00047716   -1 41 12.8
 FE1220;UTM  15      - 3,893,939.989   779,827.322   MT  1.00056514   +1 46 10.3
 FE1220
 FE1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1220!SPC TN       -   0.99999080  x   1.00001926  =   1.00001006
 FE1220!UTM  16      -   0.99999080  x   1.00047716  =   1.00046796
 FE1220!UTM  15      -   0.99999080  x   1.00056514  =   1.00055594
 FE1220
 FE1220:                Primary Azimuth Mark                     Grid Az
 FE1220:SPC TN       -  MEMPHIS TV STA WMCT MAST                 062 34 58.6
 FE1220:UTM  16      -  MEMPHIS TV STA WMCT MAST                 061 58 12.1
 FE1220:UTM  15      -  MEMPHIS TV STA WMCT MAST                 058 30 49.0
 FE1220
 FE1220|---------------------------------------------------------------------|
 FE1220| PID    Reference Object                     Distance      Geod. Az  |
 FE1220|                                                           dddmmss.s |
 FE1220| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 4.4 KM 0601659.3 |
 FE1220| FE1480 WHITE 2                             APPROX. 6.4 KM 1402041.0 |
 FE1220| FE2568 MEMPHIS SHEAHAN PUMP STA STACK      APPROX. 3.7 KM 1835951.8 |
 FE1220| FE1219 GRAHAMWOOD RM 1                      25.486 METERS 19845     |
 FE1220| CG3392 GRAHAMWOOD AZ MK                                   2730140.6 |
 FE1220| FE1218 GRAHAMWOOD RM 2                      28.357 METERS 28301     |
 FE1220| FE2578 MEMPHIS RAD STA KIH 209 MAST        APPROX. 4.2 KM 2904815.9 |
 FE1220|---------------------------------------------------------------------|
 FE1220
 FE1220                          SUPERSEDED SURVEY CONTROL
 FE1220
 FE1220  NAD 83(1995)-  35 08 58.10508(N)    089 55 42.08709(W) AD(       ) 2
 FE1220  NAD 83(1995)-  35 08 58.10779(N)    089 55 42.08774(W) AD(       ) 2
 FE1220  NAD 83(1986)-  35 08 58.11291(N)    089 55 42.08887(W) AD(       ) 2
 FE1220  NAD 27      -  35 08 57.79190(N)    089 55 41.77240(W) AD(       ) 2
 FE1220  NGVD 29 (??/??/??)   85.918  (m)          281.88   (f) ADJUSTED    2 0
 FE1220
 FE1220.Superseded values are not recommended for survey control.
 FE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1220.See file dsdata.txt to determine how the superseded data were derived.
 FE1220
 FE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3323093546(NAD 83)
 FE1220_MARKER: DS = TRIANGULATION STATION DISK
 FE1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1220_STAMPING: GRAHAMWOOD 1957
 FE1220_MARK LOGO: CGS   
 FE1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1220+STABILITY: SURFACE MOTION
 FE1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1220+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1987
 FE1220
 FE1220  HISTORY     - Date     Condition        Report By
 FE1220  HISTORY     - 1958     MONUMENTED       CGS
 FE1220  HISTORY     - 1959     GOOD             CGS
 FE1220  HISTORY     - 1959     GOOD             CGS
 FE1220  HISTORY     - 19870522 GOOD             NGS
 FE1220  HISTORY     - 1989     GOOD             USPSQD
 FE1220  HISTORY     - 19950612 GOOD             TN1620
 FE1220  HISTORY     - 20021015 POOR             USACE
 FE1220
 FE1220                          STATION DESCRIPTION
 FE1220
 FE1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1220'THE STATION IS LOCATED AT THE GRAHAMWOOD SCHOOL IN THE NORTHEAST
 FE1220'SECTION OF MEMPHIS, IT IS NORTHWEST OF THE INTERSECTION OF SUMMER
 FE1220'AVENUE AND GRAHAM STREET.  IT IS 61 FEET SOUTH OF THE SOUTH EDGE OF A
 FE1220'PARKING AREA, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE1220'SCHOOL BUILDING, 86 FEET EAST NORTHEAST OF A FLAGPOLE AND 99 FEET
 FE1220'WEST OF THE CENTERLINE OF GRAHAM STREET.  THE MONUMENT IS FLUSH
 FE1220'AND THE DISK IS STAMPED GRAHAMWOOD 1957.
 FE1220'
 FE1220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON SUMMER AVENUE
 FE1220'FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS 151 FEET NORTH OF THE
 FE1220'CENTERLINE OF SUMMER AVENUE.
 FE1220'
 FE1220'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK, 12
 FE1220'FEET NORTHEAST OF A POWER POLE AND 79 FEET SOUTHEAST OF THE
 FE1220'FLAGPOLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAHAMWOOD
 FE1220'NO 1 1957.
 FE1220'
 FE1220'REFERENCE MARK 2 IS 36 FEET SOUTH OF THE SOUTH SIDE OF SCHOOL
 FE1220'BUILDING, 36 FEET EAST OF THE EAST EDGE OF A SCHOOL SIDEWALK
 FE1220'AND 45 FEET NORTH OF THE FLAGPOLE.  THE MONUMENT IS FLUSH AND THE
 FE1220'DISK IS STAMPED GRAHAMWOOD NO 2 1957.
 FE1220'
 FE1220'THE AZIMUTH MARK IS 151 FEET NORTH OF THE CENTERLINE OF SUMMER
 FE1220'AVENUE, 1 FOOT EAST OF A HEDGE ROW, 1 FOOT SOUTH OF A WHITE
 FE1220'WITNESS POST AND 12 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 FE1220'GARAGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAHAMWOOD
 FE1220'1957.
 FE1220'
 FE1220'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE1220
 FE1220                          STATION RECOVERY (1959)
 FE1220
 FE1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1220'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE1220'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE1220'CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.
 FE1220
 FE1220                          STATION RECOVERY (1959)
 FE1220
 FE1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1220'IN MEMPHIS.
 FE1220'THE STATION IS LOCATED AT THE GRAHAMWOOD SCHOOL IN THE NORTHEAST
 FE1220'SECTION OF MEMPHIS, AND IS NORTHWEST OF THE INTERSECTION OF
 FE1220'SUMMER AVENUE AND GRAHAM STREET.  IT IS 61 FEET SOUTH OF THE
 FE1220'SOUTH EDGE OF A PARKING LOT, 53 FEET SOUTHEAST OF A FLAGPOLE,
 FE1220'AND 99 FEET WEST OF THE CENTERLINE OF GRAHAM STREET.  IT IS 1
 FE1220'MILE EAST OF STATION HIGH.  IT IS A STANDARD STATION DISK
 FE1220'CEMENTED IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH.
 FE1220
 FE1220                          STATION RECOVERY (1987)
 FE1220
 FE1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 FE1220'ANOTHER ALIAS IS NN 153. STATION IS AT GRAHAMWOOD ELEMENTARY SCHOOL IN
 FE1220'MEMPHIS, TENNESSEE. STATION IS 6.8 MI (10.9 KM) EAST OF PHELPS COUNTY
 FE1220'COURTHOUSE.  TO ACCESS FROM INTERCHANGE 8 OF SAM COOPER BOULEVARD
 FE1220'(FUTURE INTERSTATE ROUTE 40) , GO NORTH ON GRAHAM STREET, 0.2 MI (0.3
 FE1220'KM) TO STATION ON WEST, LEFT.  STATION IS IN SOUTHEAST LAWN OF
 FE1220'GRAHAMWOOD ELEMENTARY SCHOOL (3950 SUMMER AVENUE) .  STATION IS 17.4 M
 FE1220'(57.1 FT) SOUTHEAST OF CENTER OF SOUTHEAST DOUBLE DOORS, 17.7 M (58.1
 FE1220'FT) WEST OF WEST EDGE OF WEST SIDEWALK OF GRAHAM STREET, 25.0 M (82.0
 FE1220'FT) NORTH OF NORTH EDGE OF NORTH SIDEWALK OF SUMMER AVENUE (ROUTES US
 FE1220'64, 70 AND 79 AND TN 1) , 26.4 M (86.6 FT) EAST NORTHEAST OF A
 FE1220'FLAGPOLE, 6.2 M (20.3 FT) WEST OF TREE, 9.5 M (31.2 FT) NORTHWEST OF
 FE1220'ANOTHER TREE, AND 18.6 M (61.0 FT) SOUTH OF SOUTH EDGE OF PARKING LOT.
 FE1220'STATION IS OVER TRIANGULATION DISK SET IN 9 INCH BY 9 INCH CONCRETE
 FE1220'POST FLUSH WITH GROUND.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 FE1220
 FE1220                          STATION RECOVERY (1989)
 FE1220
 FE1220'RECOVERY NOTE BY US POWER SQUADRON 1989 (DV)
 FE1220'RECOVERED IN GOOD CONDITION.
 FE1220
 FE1220                          STATION RECOVERY (1995)
 FE1220
 FE1220'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1220'RECOVERED IN GOOD CONDITION.
 FE1220
 FE1220                          STATION RECOVERY (2002)
 FE1220
 FE1220'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1220'FOUND CONCRETE WITH DISK SHEARED OFF, STEM STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1219 ***********************************************************************
 FE1219  CBN         -  This is a Cooperative Base Network Control Station.
 FE1219  DESIGNATION -  GRAHAMWOOD RM 1
 FE1219  PID         -  FE1219
 FE1219  STATE/COUNTY-  TN/SHELBY
 FE1219  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1219
 FE1219                         *CURRENT SURVEY CONTROL
 FE1219  ___________________________________________________________________
 FE1219* NAD 83(1995)-  35 08 57.31936(N)    089 55 42.41177(W)     ADJUSTED  
 FE1219* NAVD 88     -        85.942  (meters)     281.96   (feet)  ADJUSTED  
 FE1219  ___________________________________________________________________
 FE1219  X           -       6,520.052 (meters)                     COMP
 FE1219  Y           -  -5,220,955.341 (meters)                     COMP
 FE1219  Z           -   3,651,452.326 (meters)                     COMP
 FE1219  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1219  ELLIP HEIGHT-          58.58  (meters)          (08/03/04) GPS OBS
 FE1219  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1219  DYNAMIC HT  -          85.864 (meters)     281.71  (feet)  COMP
 FE1219  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1219
 FE1219  HORZ ORDER  -  A
 FE1219  VERT ORDER  -  SECOND    CLASS 0
 FE1219  ELLP ORDER  -  FOURTH    CLASS I
 FE1219
 FE1219.The horizontal coordinates were established by GPS observations
 FE1219.and adjusted by the National Geodetic Survey in August 2004..
 FE1219
 FE1219.The orthometric height was determined by differential leveling
 FE1219.and adjusted by the National Geodetic Survey in June 1991..
 FE1219
 FE1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1219
 FE1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1219
 FE1219.The ellipsoidal height was determined by GPS observations
 FE1219.and is referenced to NAD 83.
 FE1219
 FE1219.The geoid height was determined by GEOID03.
 FE1219
 FE1219.The dynamic height is computed by dividing the NAVD 88
 FE1219.geopotential number by the normal gravity value computed on the
 FE1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1219.degrees latitude (g = 980.6199 gals.).
 FE1219
 FE1219.The modeled gravity was interpolated from observed gravity values.
 FE1219
 FE1219;                    North         East     Units Scale Factor Converg.
 FE1219;SPC TN       -    97,711.056   242,120.823   MT  1.00001931   -2 17 59.5
 FE1219;SPC TN       -   320,573.69    794,358.07   sFT  1.00001931   -2 17 59.5
 FE1219;UTM  16      - 3,893,522.133   233,220.969   MT  1.00047722   -1 41 12.9
 FE1219;UTM  15      - 3,893,915.600   779,819.875   MT  1.00056509   +1 46 10.1
 FE1219
 FE1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1219!SPC TN       -   0.99999081  x   1.00001931  =   1.00001011
 FE1219!UTM  16      -   0.99999081  x   1.00047722  =   1.00046802
 FE1219!UTM  15      -   0.99999081  x   1.00056509  =   1.00055589
 FE1219
 FE1219                          SUPERSEDED SURVEY CONTROL
 FE1219
 FE1219  NAVD 88 (08/03/04)   85.94   (m)          282.0    (f) LEVELING    3  
 FE1219  NGVD 29 (??/??/??)   85.919  (m)          281.89   (f) ADJUSTED    2 0
 FE1219
 FE1219.Superseded values are not recommended for survey control.
 FE1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1219.See file dsdata.txt to determine how the superseded data were derived.
 FE1219
 FE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3322193522(NAD 83)
 FE1219_MARKER: DR = REFERENCE MARK DISK
 FE1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1219_STAMPING: GRAHAMWOOD NO 1 1957
 FE1219_MARK LOGO: CGS   
 FE1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1219+STABILITY: SURFACE MOTION
 FE1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1219+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE1219
 FE1219  HISTORY     - Date     Condition        Report By
 FE1219  HISTORY     - 1957     MONUMENTED       CGS
 FE1219  HISTORY     - 1959     GOOD             CGS
 FE1219  HISTORY     - 19950612 GOOD             TN1620
 FE1219  HISTORY     - 20021015 GOOD             USACE
 FE1219  HISTORY     - 20031010 GOOD             TNDT
 FE1219
 FE1219                          STATION DESCRIPTION
 FE1219
 FE1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1219'IN MEMPHIS.
 FE1219'IT IS LOCATED AT THE STATION SITE, AND IS 1 FOOT NORTH OF THE
 FE1219'NORTH EDGE OF A SIDEWALK, 12 FEET NORTHEAST OF A POWERLINE POLE,
 FE1219'79 FEET SOUTHEAST OF THE FLAGPOLE, 83.5 SOUTH OF THE STATION
 FE1219'MARK.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A
 FE1219'CONCRETE MONUMENT WHICH IS FLUSH.
 FE1219
 FE1219                          STATION RECOVERY (1995)
 FE1219
 FE1219'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1219'RECOVERED IN GOOD CONDITION.
 FE1219
 FE1219                          STATION RECOVERY (2002)
 FE1219
 FE1219'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1219'RECOVERED IN GOOD CONDITION.
 FE1219
 FE1219                          STATION RECOVERY (2003)
 FE1219
 FE1219'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE1219'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1218 ***********************************************************************
 FE1218  DESIGNATION -  GRAHAMWOOD RM 2
 FE1218  PID         -  FE1218
 FE1218  STATE/COUNTY-  TN/SHELBY
 FE1218  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1218
 FE1218                         *CURRENT SURVEY CONTROL
 FE1218  ___________________________________________________________________
 FE1218* NAD 83(1986)-  35 08 57.     (N)    089 55 42.     (W)     SCALED    
 FE1218* NAVD 88     -        85.732  (meters)     281.27   (feet)  ADJUSTED  
 FE1218  ___________________________________________________________________
 FE1218  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1218  DYNAMIC HT  -          85.654 (meters)     281.02  (feet)  COMP
 FE1218  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1218
 FE1218  VERT ORDER  -  SECOND    CLASS 0
 FE1218
 FE1218.The horizontal coordinates were scaled from a topographic map and have
 FE1218.an estimated accuracy of +/- 6 seconds.
 FE1218
 FE1218.The orthometric height was determined by differential leveling
 FE1218.and adjusted by the National Geodetic Survey in June 1991..
 FE1218
 FE1218.The geoid height was determined by GEOID03.
 FE1218
 FE1218.The dynamic height is computed by dividing the NAVD 88
 FE1218.geopotential number by the normal gravity value computed on the
 FE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1218.degrees latitude (g = 980.6199 gals.).
 FE1218
 FE1218.The modeled gravity was interpolated from observed gravity values.
 FE1218
 FE1218;                    North         East    Units  Estimated Accuracy
 FE1218;SPC TN       -    97,700.      242,130.      MT  (+/- 180 meters Scaled)
 FE1218
 FE1218                          SUPERSEDED SURVEY CONTROL
 FE1218
 FE1218  NGVD 29 (??/??/??)   85.709  (m)          281.20   (f) ADJUSTED    2 0
 FE1218
 FE1218.Superseded values are not recommended for survey control.
 FE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1218.See file dsdata.txt to determine how the superseded data were derived.
 FE1218
 FE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD332935(NAD 83)
 FE1218_MARKER: DR = REFERENCE MARK DISK
 FE1218_SETTING: 0 = UNSPECIFIED SETTING
 FE1218_STAMPING: GRAHAMWOOD NO 2 1957
 FE1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1218
 FE1218  HISTORY     - Date     Condition        Report By
 FE1218  HISTORY     - 1957     MONUMENTED       CGS
 FE1218  HISTORY     - 1959     GOOD             CGS
 FE1218  HISTORY     - 19950612 GOOD             TN1620
 FE1218  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1218
 FE1218                          STATION DESCRIPTION
 FE1218
 FE1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1218'IN MEMPHIS.
 FE1218'THE MARK IS LOCATED AT THE GRAHAMWOOD 1957 STATION SITE, 1 FOOT
 FE1218'NORTH OF THE NORTH EDGE OF A SIDEWALK, 12 FEET NORTHEAST OF A
 FE1218'POWERLINE POLE, 79 FEET SOUTHEAST OF THE FLAGPOLE, 83.5 FEET
 FE1218'SOUTH OF THE STATION MARK.
 FE1218
 FE1218                          STATION RECOVERY (1995)
 FE1218
 FE1218'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1218'RECOVERED IN GOOD CONDITION.
 FE1218
 FE1218                          STATION RECOVERY (2002)
 FE1218
 FE1218'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1218'NEW SIDEWALK PAVED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2484 ***********************************************************************
 FE2484  DESIGNATION -  GRAND JCT MUNICIPAL TANK
 FE2484  PID         -  FE2484
 FE2484  STATE/COUNTY-  TN/HARDEMAN
 FE2484  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2484
 FE2484                         *CURRENT SURVEY CONTROL
 FE2484  ___________________________________________________________________
 FE2484* NAD 83(1995)-  35 03 00.09964(N)    089 11 09.39594(W)     ADJUSTED  
 FE2484* NAVD 88     -                                                        
 FE2484  ___________________________________________________________________
 FE2484  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FE2484  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2484
 FE2484  HORZ ORDER  -  THIRD
 FE2484
 FE2484.The horizontal coordinates were established by classical geodetic methods
 FE2484.and adjusted by the National Geodetic Survey in April 1999..
 FE2484
 FE2484
 FE2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2484
 FE2484.The geoid height was determined by GEOID03.
 FE2484
 FE2484;                    North         East     Units Scale Factor Converg.
 FE2484;SPC TN       -    84,249.320   309,377.521   MT  1.00004131   -1 51 54.6
 FE2484;SPC TN       -   276,407.98  1,015,016.08   sFT  1.00004131   -1 51 54.6
 FE2484;SPC MS E     -   615,479.821   267,832.022   MT  0.99996275   -0 12 09.0
 FE2484;SPC MS E     - 2,019,286.71    878,712.23   sFT  0.99996275   -0 12 09.0
 FE2484;UTM  16      - 3,880,775.679   300,633.935   MT  1.00008988   -1 15 20.8
 FE2484
 FE2484                          SUPERSEDED SURVEY CONTROL
 FE2484
 FE2484  NAD 83(1995)-  35 03 00.09962(N)    089 11 09.39589(W) AD(       ) 4
 FE2484  NAD 83(1995)-  35 03 00.11051(N)    089 11 09.39661(W) AD(       ) 4
 FE2484  NAD 83(1986)-  35 03 00.11087(N)    089 11 09.39549(W) AD(       ) 4
 FE2484  NAD 27      -  35 02 59.79352(N)    089 11 09.15399(W) AD(       ) 3
 FE2484
 FE2484.Superseded values are not recommended for survey control.
 FE2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2484.See file dsdata.txt to determine how the superseded data were derived.
 FE2484
 FE2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0063480776(NAD 83)
 FE2484_MARKER: 53 = ELEVATED TANK
 FE2484
 FE2484  HISTORY     - Date     Condition        Report By
 FE2484  HISTORY     - 1966     FIRST OBSERVED   CGS
 FE2484
 FE2484                          STATION DESCRIPTION
 FE2484
 FE2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2484'STATION IS LOCATED IN BUSINESS SECTION OF GRAND JUNCTION AND IS 1/2
 FE2484'BLOCK NORTH OF THE POST OFFICE.
 FE2484'
 FE2484'STATION IS A METAL WATER TANK PAINTED SILVER, IS SUPPORTED BY 4 LEGS,
 FE2484'IS APPROXIMATELY 135 FEET HIGH AND HAS GRAND JCT., TENN. PAINTED ON
 FE2484'SIDE WITH BLACK LETTERING.
 FE2484'
 FE2484'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0290 ***********************************************************************
 GC0290  DESIGNATION -  GRANT
 GC0290  PID         -  GC0290
 GC0290  STATE/COUNTY-  TN/SMITH
 GC0290  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0290
 GC0290                         *CURRENT SURVEY CONTROL
 GC0290  ___________________________________________________________________
 GC0290* NAD 83(1995)-  36 10 07.29049(N)    086 03 42.96610(W)     ADJUSTED  
 GC0290* NAVD 88     -       281.285  (meters)     922.85   (feet)  ADJUSTED  
 GC0290  ___________________________________________________________________
 GC0290  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GC0290  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0290  DYNAMIC HT  -         281.046 (meters)     922.07  (feet)  COMP
 GC0290  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0290
 GC0290  HORZ ORDER  -  SECOND
 GC0290  VERT ORDER  -  SECOND    CLASS 0
 GC0290
 GC0290.The horizontal coordinates were established by classical geodetic methods
 GC0290.and adjusted by the National Geodetic Survey in April 1999..
 GC0290
 GC0290.The orthometric height was determined by differential leveling
 GC0290.and adjusted by the National Geodetic Survey in June 1991..
 GC0290
 GC0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0290
 GC0290.The geoid height was determined by GEOID03.
 GC0290
 GC0290.The dynamic height is computed by dividing the NAVD 88
 GC0290.geopotential number by the normal gravity value computed on the
 GC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0290.degrees latitude (g = 980.6199 gals.).
 GC0290
 GC0290.The modeled gravity was interpolated from observed gravity values.
 GC0290
 GC0290;                    North         East     Units Scale Factor Converg.
 GC0290;SPC TN       -   203,634.563   594,427.820   MT  0.99996541   -0 02 10.5
 GC0290;SPC TN       -   668,091.06  1,950,218.61   sFT  0.99996541   -0 02 10.5
 GC0290;UTM  16      - 4,003,066.714   584,366.295   MT  0.99968770   +0 33 13.1
 GC0290
 GC0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0290!SPC TN       -   0.99996046  x   0.99996541  =   0.99992587
 GC0290!UTM  16      -   0.99996046  x   0.99968770  =   0.99964817
 GC0290
 GC0290|---------------------------------------------------------------------|
 GC0290| PID    Reference Object                     Distance      Geod. Az  |
 GC0290|                                                           dddmmss.s |
 GC0290| GC0292 GRANT RM 1                           32.815 METERS 21249     |
 GC0290| GC0291 GRANT RM 2                           24.393 METERS 26053     |
 GC0290| CG5902 GRANT AZ MK                                        3485141.5 |
 GC0290|---------------------------------------------------------------------|
 GC0290
 GC0290                          SUPERSEDED SURVEY CONTROL
 GC0290
 GC0290  NAD 83(1995)-  36 10 07.29338(N)    086 03 42.96961(W) AD(       ) 2
 GC0290  NAD 83(1995)-  36 10 07.29421(N)    086 03 42.97114(W) AD(       ) 2
 GC0290  NAD 83(1986)-  36 10 07.30222(N)    086 03 42.96735(W) AD(       ) 2
 GC0290  NAD 27      -  36 10 07.09140(N)    086 03 43.01060(W) AD(       ) 2
 GC0290  NGVD 29 (??/??/92)  281.347  (m)          923.05   (f) ADJ UNCH    2 0
 GC0290
 GC0290.Superseded values are not recommended for survey control.
 GC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0290.See file dsdata.txt to determine how the superseded data were derived.
 GC0290
 GC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8436603067(NAD 83)
 GC0290_MARKER: DE = TRAVERSE STATION DISK
 GC0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0290_STAMPING: GRANT 1960
 GC0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0290+STABILITY: SURFACE MOTION
 GC0290
 GC0290  HISTORY     - Date     Condition        Report By
 GC0290  HISTORY     - 1960     MONUMENTED       CGS
 GC0290  HISTORY     - 1960     GOOD             CGS
 GC0290  HISTORY     - 1963     GOOD             CGS
 GC0290
 GC0290                          STATION DESCRIPTION
 GC0290
 GC0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0290'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF GRANT AND 3 MILES
 GC0290'WEST OF NEW MIDDLETON.
 GC0290'
 GC0290'TO REACH THE STATION FROM THE GRANT BAPTIST CHURCH, WHICH IS ABOUT 13
 GC0290'MILES EAST OF LEBANON ON STATE HIGHWAY 141, GO SOUTHEAST
 GC0290'ON STATE HIGHWAY 141 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GC0290'CONTINUE SOUTHEAST FOR 0.5 MILE TO A WIRE
 GC0290'GATE ON THE RIGHT, TURN RIGHT, WEST, UP HILL FOR 0.15 MILE TO A GATE
 GC0290'NEAR THE SOUTH END OF AN OLD ROCK FENCE AND THE STATION.
 GC0290'
 GC0290'THE STATION IS 60 FEET NORTH OF A GATE, 4 FEET WEST OF A ROCK FENCE
 GC0290'AND 2.8 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 GC0290'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0290'STAMPED GRANT 1960.
 GC0290'
 GC0290'REFERENCE MARK NO. 1 IS 21 FEET NORTHEAST OF A GATE AND 10 FEET NORTH
 GC0290'OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 GC0290'OUTCROPPING BEDROCK, FLUSH, AND STAMPED GRANT NO 2 1960.
 GC0290'
 GC0290'REFERENCE MARK NO. 2 IS 34 FEET EAST OF A 10 INCH CEDAR TREE.  IT IS
 GC0290'A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH,
 GC0290'AND STAMPED GRANT NO 2 1960.
 GC0290'
 GC0290'THE AZIMUTH MARK IS 24 FEET SOUTHWEST OF AN OIL ROAD, 22 FEET
 GC0290'SOUTHEAST OF A CATTLE GUARD AND 13.8 FEET SOUTHEAST OF A WITNESS
 GC0290'POST.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 GC0290'BEDROCK, FLUSH, AND STAMPED GRANT 1960.
 GC0290
 GC0290                          STATION RECOVERY (1960)
 GC0290
 GC0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0290'3.4 MI W FROM NEW MIDDLETON.
 GC0290'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0290'141 FOR 3.3 MILES, THEN GO THROUGH A WIRE GATE ON THE LEFT AND
 GC0290'GO 0.15 MILE WEST UP A HILL TO A GATE NEAR THE SOUTH END OF AN
 GC0290'OLD ROCK FENCE AND THE STATION.  THE STATION MARK IS 60 FT.
 GC0290'NORTH OF A GATE, 4 FT. WEST OF A ROCK FENCE AND 2.8 FT. NORTHWEST
 GC0290'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0290'THAT IS FLUSH WITH THE GROUND.
 GC0290
 GC0290                          STATION RECOVERY (1963)
 GC0290
 GC0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GC0290'STATION, BOTH RMS, AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
 GC0290'CONDITION.
 GC0290'
 GC0290'1960 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0292 ***********************************************************************
 GC0292  DESIGNATION -  GRANT RM 1
 GC0292  PID         -  GC0292
 GC0292  STATE/COUNTY-  TN/SMITH
 GC0292  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0292
 GC0292                         *CURRENT SURVEY CONTROL
 GC0292  ___________________________________________________________________
 GC0292* NAD 83(1986)-  36 10 07.     (N)    086 03 43.     (W)     SCALED    
 GC0292* NAVD 88     -       284.108  (meters)     932.11   (feet)  ADJUSTED  
 GC0292  ___________________________________________________________________
 GC0292  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0292  DYNAMIC HT  -         283.866 (meters)     931.32  (feet)  COMP
 GC0292  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0292
 GC0292  VERT ORDER  -  SECOND    CLASS 0
 GC0292
 GC0292.The horizontal coordinates were scaled from a topographic map and have
 GC0292.an estimated accuracy of +/- 6 seconds.
 GC0292
 GC0292.The orthometric height was determined by differential leveling
 GC0292.and adjusted by the National Geodetic Survey in June 1991..
 GC0292
 GC0292.The geoid height was determined by GEOID03.
 GC0292
 GC0292.The dynamic height is computed by dividing the NAVD 88
 GC0292.geopotential number by the normal gravity value computed on the
 GC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0292.degrees latitude (g = 980.6199 gals.).
 GC0292
 GC0292.The modeled gravity was interpolated from observed gravity values.
 GC0292
 GC0292;                    North         East    Units  Estimated Accuracy
 GC0292;SPC TN       -   203,630.      594,430.      MT  (+/- 180 meters Scaled)
 GC0292
 GC0292                          SUPERSEDED SURVEY CONTROL
 GC0292
 GC0292  NGVD 29 (??/??/92)  284.170  (m)          932.31   (f) ADJ UNCH    2 0
 GC0292
 GC0292.Superseded values are not recommended for survey control.
 GC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0292.See file dsdata.txt to determine how the superseded data were derived.
 GC0292
 GC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF843030(NAD 83)
 GC0292_MARKER: DR = REFERENCE MARK DISK
 GC0292_SETTING: 66 = SET IN ROCK OUTCROP
 GC0292_SP_SET: BEDROCK
 GC0292_STAMPING: GRANT NO 1 1960
 GC0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0292+STABILITY: POSITION/ELEVATION WELL
 GC0292
 GC0292  HISTORY     - Date     Condition        Report By
 GC0292  HISTORY     - 1960     MONUMENTED       CGS
 GC0292
 GC0292                          STATION DESCRIPTION
 GC0292
 GC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0292'3.4 MI W FROM NEW MIDDLETON.
 GC0292'THIS MARK IS LOCATED AT THE GRANT 1960 STATION SITE, 107.6 FT.
 GC0292'SOUTHWEST OF THE STATION MARK, 21 FT. NORTHEAST OF A GATE AND
 GC0292'10 FT. NORTH OF A FENCE LINE.  THE DISK IS CEMENTED IN A DRILL
 GC0292'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0291 ***********************************************************************
 GC0291  DESIGNATION -  GRANT RM 2
 GC0291  PID         -  GC0291
 GC0291  STATE/COUNTY-  TN/SMITH
 GC0291  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0291
 GC0291                         *CURRENT SURVEY CONTROL
 GC0291  ___________________________________________________________________
 GC0291* NAD 83(1986)-  36 10 07.     (N)    086 03 43.     (W)     SCALED    
 GC0291* NAVD 88     -       282.436  (meters)     926.63   (feet)  ADJUSTED  
 GC0291  ___________________________________________________________________
 GC0291  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0291  DYNAMIC HT  -         282.196 (meters)     925.84  (feet)  COMP
 GC0291  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0291
 GC0291  VERT ORDER  -  SECOND    CLASS 0
 GC0291
 GC0291.The horizontal coordinates were scaled from a topographic map and have
 GC0291.an estimated accuracy of +/- 6 seconds.
 GC0291
 GC0291.The orthometric height was determined by differential leveling
 GC0291.and adjusted by the National Geodetic Survey in June 1991..
 GC0291
 GC0291.The geoid height was determined by GEOID03.
 GC0291
 GC0291.The dynamic height is computed by dividing the NAVD 88
 GC0291.geopotential number by the normal gravity value computed on the
 GC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0291.degrees latitude (g = 980.6199 gals.).
 GC0291
 GC0291.The modeled gravity was interpolated from observed gravity values.
 GC0291
 GC0291;                    North         East    Units  Estimated Accuracy
 GC0291;SPC TN       -   203,630.      594,430.      MT  (+/- 180 meters Scaled)
 GC0291
 GC0291                          SUPERSEDED SURVEY CONTROL
 GC0291
 GC0291  NGVD 29 (??/??/92)  282.498  (m)          926.83   (f) ADJ UNCH    2 0
 GC0291
 GC0291.Superseded values are not recommended for survey control.
 GC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0291.See file dsdata.txt to determine how the superseded data were derived.
 GC0291
 GC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF843030(NAD 83)
 GC0291_MARKER: DR = REFERENCE MARK DISK
 GC0291_SETTING: 66 = SET IN ROCK OUTCROP
 GC0291_SP_SET: BEDROCK
 GC0291_STAMPING: GRANT NO 2 1960
 GC0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0291+STABILITY: POSITION/ELEVATION WELL
 GC0291
 GC0291  HISTORY     - Date     Condition        Report By
 GC0291  HISTORY     - 1960     MONUMENTED       CGS
 GC0291
 GC0291                          STATION DESCRIPTION
 GC0291
 GC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0291'3.4 MI W FROM NEW MIDDLETON.
 GC0291'THIS MARK IS LOCATED AT THE GRANT 1960 STATION SITE, 80 FT. WEST
 GC0291'OF THE STATION MARK, 34 FT. EAST OF A 10-INCH CEDAR TREE.  THE
 GC0291'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1666 ***********************************************************************
 GD1666  DESIGNATION -  GRATIO
 GD1666  PID         -  GD1666
 GD1666  STATE/COUNTY-  TN/OBION
 GD1666  USGS QUAD   -  RIDGELY (1981)
 GD1666
 GD1666                         *CURRENT SURVEY CONTROL
 GD1666  ___________________________________________________________________
 GD1666* NAD 83(1995)-  36 16 09.39255(N)    089 24 56.97481(W)     ADJUSTED  
 GD1666* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 GD1666  ___________________________________________________________________
 GD1666  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1666  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1666
 GD1666  HORZ ORDER  -  FIRST
 GD1666
 GD1666.The horizontal coordinates were established by classical geodetic methods
 GD1666.and adjusted by the National Geodetic Survey in April 1999..
 GD1666
 GD1666.The orthometric height was scaled from a topographic map.
 GD1666
 GD1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1666
 GD1666.The geoid height was determined by GEOID03.
 GD1666
 GD1666;                    North         East     Units Scale Factor Converg.
 GD1666;SPC TN       -   220,149.261   293,136.235   MT  0.99997718   -1 59 59.1
 GD1666;SPC TN       -   722,273.03    961,731.13   sFT  0.99997718   -1 59 59.1
 GD1666;SPC MO E     -    48,914.197   347,414.962   MT  1.00005022   +0 38 29.1
 GD1666;UTM  16      - 4,016,523.156   282,990.457   MT  1.00018028   -1 25 47.0
 GD1666
 GD1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1666!SPC TN       -   0.99998262  x   0.99997718  =   0.99995980
 GD1666!SPC MO E     -   0.99998262  x   1.00005022  =   1.00003284
 GD1666!UTM  16      -   0.99998262  x   1.00018028  =   1.00016290
 GD1666
 GD1666:                Primary Azimuth Mark                     Grid Az
 GD1666:SPC TN       -  GRATIO AZ MK                             060 38 54.0
 GD1666:SPC MO E     -  GRATIO AZ MK                             058 00 25.8
 GD1666:UTM  16      -  GRATIO AZ MK                             060 04 41.9
 GD1666
 GD1666|---------------------------------------------------------------------|
 GD1666| PID    Reference Object                     Distance      Geod. Az  |
 GD1666|                                                           dddmmss.s |
 GD1666| CG3393 GRATIO AZ MK                                       0583854.9 |
 GD1666| CG3394 GRATIO RM 1                         184.400 METERS 14815     |
 GD1666| CG3396 GRATIO RM 3                          33.908 METERS 20752     |
 GD1666| CG3395 GRATIO RM 2                          44.200 METERS 26131     |
 GD1666| GD1667 RIDGELY MUNICIPAL TANK              APPROX. 6.9 KM 2631758.1 |
 GD1666| CG3397 GRATIO RM 4                          33.090 METERS 27124     |
 GD1666|---------------------------------------------------------------------|
 GD1666
 GD1666                          SUPERSEDED SURVEY CONTROL
 GD1666
 GD1666  NAD 83(1995)-  36 16 09.39695(N)    089 24 56.97453(W) AD(       ) 1
 GD1666  NAD 83(1995)-  36 16 09.39814(N)    089 24 56.97494(W) AD(       ) 1
 GD1666  NAD 83(1986)-  36 16 09.40372(N)    089 24 56.97429(W) AD(       ) 1
 GD1666  NAD 27      -  36 16 09.16020(N)    089 24 56.71240(W) AD(       ) 1
 GD1666
 GD1666.Superseded values are not recommended for survey control.
 GD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1666.See file dsdata.txt to determine how the superseded data were derived.
 GD1666
 GD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8299016523(NAD 83)
 GD1666_MARKER: DS = TRIANGULATION STATION DISK
 GD1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1666
 GD1666  HISTORY     - Date     Condition        Report By
 GD1666  HISTORY     - 1929     MONUMENTED       CGS
 GD1666  HISTORY     - 1959     GOOD             CGS
 GD1666  HISTORY     - 1967     GOOD             CGS
 GD1666
 GD1666                          STATION DESCRIPTION
 GD1666
 GD1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1666'ABOUT 4 MILES EAST OF RIDGELY, 1 MILE NORTHEAST OF VILLAGE OF GRATIO
 GD1666'AND ON LAND OWNED BY J. K. WHITE AND EDWARD RIGGIN OF DYERSBURG AND
 GD1666'OCCUPIED BY M. B. DAVIS.  TO REACH FROM RIDGELY, GO BY GRAVEL ROAD
 GD1666'EAST ABOUT 4 MILES TO ROAD RUNNING NORTH FROM GRATIO TO PUSH, TURN
 GD1666'LEFT NORTH 0.2 MILE AND THEN RIGHT 0.2 MILE UP STEEP GRADE TO
 GD1666'STATION. VILLAGE OF GRATIO CAN BE REACHED FROM DYERSBURG VIA BURNT
 GD1666'MILL BRIDGE AND FIRST GRAVEL ROAD TO LEFT, NORTH OF OBION RIVER AT
 GD1666'DOO DROP INN, OR FROM SAMBURG BY GRAVEL ROAD VIA PUSH.  STATION IS
 GD1666'300 YARDS WEST OF DAVIS HOUSE, IN SMALL TRIANGULAR FIELD BETWEEN
 GD1666'COUNTY ROAD AND BOOGER HOLLOW ROAD, ABOUT 60 YARDS EAST OF
 GD1666'ROAD FORK, 16 FEET SOUTH OF EDGE OF COUNTY ROAD, AND 80 FEET WEST OF
 GD1666'VERY LARGE CHESTNUT TREE GROWING IN EDGE OF ORCHARD.  SURFACE
 GD1666'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1666'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GD1666'CONCRETE.  NO. 1 IS ABOUT 125 YARDS SOUTH OF POINT WHERE
 GD1666'BOOGER HOLLOW ROAD TURNS SOUTH, UNDER A WILD-CHERRY TREE, ON EAST
 GD1666'SIDE OF ROAD AT FIRST RISE, AND 184.4 METERS 605 FEET FROM
 GD1666'STATION .  NO. 2 IS 10 FEET FROM
 GD1666'EDGE OF ROAD, NORTHWEST OF BOOGER HOLLOW ROAD JUNCTION, AND
 GD1666'44.2 METERS 145 FEET FROM STATION.
 GD1666
 GD1666                          STATION RECOVERY (1959)
 GD1666
 GD1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1666'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS
 GD1666'BEEN DESTROYED AND REFERENCE MARK 1 WAS NOT RECOVERED.  THE LAND
 GD1666'OWNER IS NOW THE LAKELAND REALTY COMPANY.  THE STATION MARK WAS
 GD1666'LOWERED AT THE REQUEST OF THE LAND OWNER.  REFERENCE MARKS 3 AND
 GD1666'4, AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A
 GD1666'COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 GD1666'
 GD1666'THE STATION IS ABOUT 4 MILES EAST OF RIDGELY AND 1 MILE NORTHEAST OF
 GD1666'THE VILLAGE OF GRATIO ON A VERY HIGH RIDGE.  IT IS 99 FEET NORTHEAST
 GD1666'OF THE INTERSECTION OF BOOGER HOLLOW ROAD AND A GRAVELED COUNTY
 GD1666'ROAD, 65 FEET EAST OF A LONE 30 INCH TREE, AND 40 FEET EAST OF THE
 GD1666'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS 24 INCHES
 GD1666'UNDERGROUND AND THE DISK IS STAMPED GRATIO 1929 1959.
 GD1666'
 GD1666'TO REACH THE STATION FROM A TRAFFIC LIGHT AT THE INTERSECTION OF U.S.
 GD1666'HIGHWAY 51 AND E. POPLAR STREET IN THE EAST EDGE OF RIDGELY, GO EAST
 GD1666'ON A PAVED ROAD FOR 1.45 MILES TO A PAVED CROSSROAD.  CONTINUE EAST
 GD1666'ON THE PAVED ROAD FOR 1.25 MILES TO BRIDGE OVER CANAL AND THE END OF
 GD1666'PAVEMENT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 GD1666'Y-FORK.  TAKE THE LEFT FORK AND GO NORTH ON THE GRAVELED ROAD
 GD1666'FOR 0.65 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 GD1666'THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT.
 GD1666'TURN RIGHT AND GO EAST UP THE STEEP HILL FOR 0.2 MILE TO TOP OF HILL
 GD1666'AND THE STATION ON THE RIGHT.
 GD1666'
 GD1666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 GD1666'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GD1666'
 GD1666'REFERENCE MARK 3 IS 97 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 GD1666'AND 25 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE
 GD1666'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED GRATIO NO 3 1929
 GD1666'1959.
 GD1666'
 GD1666'REFERENCE MARK 4 IS 20 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GD1666'ROAD, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 GD1666'PROJECTS 3 INCHES AND THE DISK IS STAMPED GRATIO NO 4 1929 1959.
 GD1666'
 GD1666'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 GD1666'LARGE GULLEY, 18 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 GD1666'ROAD, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 GD1666'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRATIO 1929 1959.
 GD1666'
 GD1666'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1666
 GD1666                          STATION RECOVERY (1967)
 GD1666
 GD1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1666'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959
 GD1666'RECOVERY NOTE.  DUE TO CHANGES IN THE ROADS LEADING TO THE
 GD1666'STATION A NEW TO-REACH FOLLOWS.
 GD1666'
 GD1666'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 GD1666'OF STATE ROUTE 78 AND E. POPLAR STREET IN RIDGELY, GO EAST ON A
 GD1666'PAVED ROAD FOR 1.45 MILES TO A PAVED CROSSROAD.  HERE CONTINUE EAST
 GD1666'ON THE PAVED ROAD FOR 1.25 MILES TO A BRIDGE OVER A CANAL,
 GD1666'CONTINUE EAST ON THE PAVED ROAD FOR 0.2 MILE TO A FORK.  HERE KEEP
 GD1666'THE LEFT FORK AND CONTINUE NORTHERLY ON A PAVED ROAD FOR
 GD1666'0.65 MILE TO A T ROAD LEFT, CONTINUE NORTH ON THE PAVED ROAD
 GD1666'FOR 0.25 MILE TO A GRAVELED ROAD RIGHT.  HERE TURN RIGHT AND GO
 GD1666'EAST ON THE GRAVELED ROAD UP A STEEP HILL FOR 0.2 MILE TO
 GD1666'THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 GD1666'
 GD1666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A
 GD1666'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GD1666'
 GD1666'CONDITION OF ALL MARKS GOOD.
 GD1666'
 GD1666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GD1666'NORTHEAST OF GRATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2168 ***********************************************************************
 GA2168  DESIGNATION -  GRAVE
 GA2168  PID         -  GA2168
 GA2168  STATE/COUNTY-  TN/HAWKINS
 GA2168  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2168
 GA2168                         *CURRENT SURVEY CONTROL
 GA2168  ___________________________________________________________________
 GA2168* NAD 83(1995)-  36 21 20.64690(N)    083 11 00.63017(W)     ADJUSTED  
 GA2168* NAVD 88     -       336.205  (meters)    1103.03   (feet)  ADJUSTED  
 GA2168  ___________________________________________________________________
 GA2168  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GA2168  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2168  DYNAMIC HT  -         335.900 (meters)    1102.03  (feet)  COMP
 GA2168  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GA2168
 GA2168  HORZ ORDER  -  SECOND
 GA2168  VERT ORDER  -  SECOND    CLASS 0
 GA2168
 GA2168.The horizontal coordinates were established by classical geodetic methods
 GA2168.and adjusted by the National Geodetic Survey in April 1999..
 GA2168
 GA2168.The orthometric height was determined by differential leveling
 GA2168.and adjusted by the National Geodetic Survey in June 1991..
 GA2168
 GA2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2168
 GA2168.The geoid height was determined by GEOID03.
 GA2168
 GA2168.The dynamic height is computed by dividing the NAVD 88
 GA2168.geopotential number by the normal gravity value computed on the
 GA2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2168.degrees latitude (g = 980.6199 gals.).
 GA2168
 GA2168.The modeled gravity was interpolated from observed gravity values.
 GA2168
 GA2168;                    North         East     Units Scale Factor Converg.
 GA2168;SPC TN       -   228,024.692   852,762.393   MT  0.99998976   +1 38 56.0
 GA2168;SPC TN       -   748,111.01  2,797,771.28   sFT  0.99998976   +1 38 56.0
 GA2168;UTM  17      - 4,025,619.527   304,078.984   MT  1.00007296   -1 17 41.2
 GA2168
 GA2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2168!SPC TN       -   0.99995213  x   0.99998976  =   0.99994189
 GA2168!UTM  17      -   0.99995213  x   1.00007296  =   1.00002509
 GA2168
 GA2168:                Primary Azimuth Mark                     Grid Az
 GA2168:SPC TN       -  GAL                                      049 21 59.6
 GA2168:UTM  17      -  GAL                                      052 18 36.8
 GA2168
 GA2168|---------------------------------------------------------------------|
 GA2168| PID    Reference Object                     Distance      Geod. Az  |
 GA2168|                                                           dddmmss.s |
 GA2168| GA2165 GAL                                 APPROX. 0.9 KM 0510055.6 |
 GA2168| GA2167 GRAVE RM 1                            5.490 METERS 14947     |
 GA2168| GA2173 RAY                                 APPROX. 2.7 KM 2453237.7 |
 GA2168| GA2169 GRAVE RM 2                            6.450 METERS 31422     |
 GA2168|---------------------------------------------------------------------|
 GA2168
 GA2168                          SUPERSEDED SURVEY CONTROL
 GA2168
 GA2168  NAD 83(1995)-  36 21 20.65127(N)    083 11 00.63409(W) AD(       ) 2
 GA2168  NAD 83(1995)-  36 21 20.66287(N)    083 11 00.62996(W) AD(       ) 2
 GA2168  NAD 83(1995)-  36 21 20.65351(N)    083 11 00.63174(W) AD(       ) 2
 GA2168  NAD 83(1986)-  36 21 20.65571(N)    083 11 00.63203(W) AD(       ) 2
 GA2168  NAD 27      -  36 21 20.32112(N)    083 11 01.02115(W) AD(       ) 2
 GA2168  NGVD 29 (??/??/92)  336.345  (m)         1103.49   (f) ADJ UNCH    2 0
 GA2168
 GA2168.Superseded values are not recommended for survey control.
 GA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2168.See file dsdata.txt to determine how the superseded data were derived.
 GA2168
 GA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0407925620(NAD 83)
 GA2168_MARKER: DD = SURVEY DISK
 GA2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2168_STAMPING: GRAVE 1964
 GA2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2168+STABILITY: SURFACE MOTION
 GA2168
 GA2168  HISTORY     - Date     Condition        Report By
 GA2168  HISTORY     - 1964     MONUMENTED       TNHD
 GA2168  HISTORY     - 1964     GOOD             TNGS
 GA2168
 GA2168                          STATION DESCRIPTION
 GA2168
 GA2168'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2168'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BEAN STATION.
 GA2168'
 GA2168'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO 5.9
 GA2168'MILES EAST ON U.S.  HIGHWAY
 GA2168'11W TO A GRAVE YARD AT THE TOP OF A BANK OF A HIGHWAY
 GA2168'CUT ON THE RIGHT AND THE STATION
 GA2168'ON THE RIGHT AS DESCRIBED.
 GA2168'
 GA2168'THE STATION IS 2 FEET SOUTHWEST OF THE FENCE AROUND THE GRAVE YARD, 2
 GA2168'FEET SOUTHWEST OF A
 GA2168'FENCE POST AND 2.9 FEET NORTHWEST OF A WITNESS POST.
 GA2168'THE SURFACE AND UNDERGROUND MARKS
 GA2168'ARE STANDARD TENNESSEE HIGHWAY
 GA2168'DEPARTMENT DISKS AND ARE STAMPED GRAVE 1964.  THE
 GA2168'UNDERGROUND MARK IS
 GA2168'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2168'10-INCH SQUARE,
 GA2168'FLUSH, CONCRETE MONUMENT.
 GA2168'
 GA2168'REFERENCE MARK NO. 1 IS 17 FEET NORTHWEST OF THE SOUTHWEST CORNER
 GA2168'POST OF THE GRAVE YARD
 GA2168'FENCE, 6 FEET WEST OF A 10-INCH ELM TREE, 3 FEET SOUTHWEST
 GA2168'OF A FENCE POST AND 2 FEET
 GA2168'SOUTHWEST OF THE GRAVE YARD FENCE.  IT IS
 GA2168'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2168'SET IN A 10-INCH SQUARE,
 GA2168'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GRAVE RM-1
 GA2168'1964.
 GA2168'
 GA2168'REFERENCE MARK NO. 2 IS 7 FEET SOUTHEAST OF THE BANK OF THE HIGHWAY
 GA2168'CUT, 7 FEET WEST OF A FENCE
 GA2168'POST, 9 FEET SOUTH OF THE NORTHWEST CORNER POST OF
 GA2168'THE GRAVE YARD FENCE AND 4 FEET
 GA2168'SOUTH OF THE TELEPHONE POLE NO 140IT
 GA2168'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT.  DISK
 GA2168'SET IN A 10-INCH
 GA2168'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GRAVE RM-2
 GA2168'1964.
 GA2168'
 GA2168'THE TRAVERSE GROUND STATIONS RAY AND/OR GAL WILL SERVE AS THE AZIMUTH
 GA2168'MARK.
 GA2168'
 GA2168'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2168
 GA2168                          STATION RECOVERY (1964)
 GA2168
 GA2168'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2168'5 MI E FROM BEAN STATION.
 GA2168'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2168'5.9 MILES EAST ON U.S. HIGHWAY 11W TO A GRAVE YARD AT THE TOP
 GA2168'OF A BANK OF A HIGHWAY CUT ON THE RIGHT AND THE STATION ON THE
 GA2168'RIGHT.  THE STATION IS 2 FEET SOUTHWEST OF THE FENCE AROUND
 GA2168'THE GRAVE YARD, 2 FEET SOUTHWEST OF A FENCE POST AND 2.9 FEET
 GA2168'NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2168'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2168'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2167 ***********************************************************************
 GA2167  DESIGNATION -  GRAVE RM 1
 GA2167  PID         -  GA2167
 GA2167  STATE/COUNTY-  TN/HAWKINS
 GA2167  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2167
 GA2167                         *CURRENT SURVEY CONTROL
 GA2167  ___________________________________________________________________
 GA2167* NAD 83(1986)-  36 21 20.     (N)    083 11 01.     (W)     SCALED    
 GA2167* NAVD 88     -       335.864  (meters)    1101.91   (feet)  ADJUSTED  
 GA2167  ___________________________________________________________________
 GA2167  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2167  DYNAMIC HT  -         335.559 (meters)    1100.91  (feet)  COMP
 GA2167  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GA2167
 GA2167  VERT ORDER  -  SECOND    CLASS 0
 GA2167
 GA2167.The horizontal coordinates were scaled from a topographic map and have
 GA2167.an estimated accuracy of +/- 6 seconds.
 GA2167
 GA2167.The orthometric height was determined by differential leveling
 GA2167.and adjusted by the National Geodetic Survey in June 1991..
 GA2167
 GA2167.The geoid height was determined by GEOID03.
 GA2167
 GA2167.The dynamic height is computed by dividing the NAVD 88
 GA2167.geopotential number by the normal gravity value computed on the
 GA2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2167.degrees latitude (g = 980.6199 gals.).
 GA2167
 GA2167.The modeled gravity was interpolated from observed gravity values.
 GA2167
 GA2167;                    North         East    Units  Estimated Accuracy
 GA2167;SPC TN       -   228,000.      852,750.      MT  (+/- 180 meters Scaled)
 GA2167
 GA2167                          SUPERSEDED SURVEY CONTROL
 GA2167
 GA2167  NGVD 29 (??/??/92)  336.004  (m)         1102.37   (f) ADJ UNCH    2 0
 GA2167
 GA2167.Superseded values are not recommended for survey control.
 GA2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2167.See file dsdata.txt to determine how the superseded data were derived.
 GA2167
 GA2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA040256(NAD 83)
 GA2167_MARKER: DD = SURVEY DISK
 GA2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2167_STAMPING: GRAVE RM-1 1964
 GA2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2167+STABILITY: SURFACE MOTION
 GA2167
 GA2167  HISTORY     - Date     Condition        Report By
 GA2167  HISTORY     - 1964     MONUMENTED       TNHD
 GA2167
 GA2167                          STATION DESCRIPTION
 GA2167
 GA2167'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2167'5 MI E FROM BEAN STATION.
 GA2167'THE MARK IS LOCATED AT THE GRAVE 1964 STATION SITE, 17 FEET
 GA2167'NORTHWEST OF THE SOUTHWEST CORNER POST OF THE GRAVE YARD FENCE,
 GA2167'6 FEET WEST OF A 10-INCH ELM TREE, 3 FEET SOUTHWEST OF A FENCE
 GA2167'POST AND 2 FEET SOUTHWEST OF THE GRAVE YARD FENCE.  THE MARK
 GA2167'IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A 10-INCH SQUARE,
 GA2167'CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR.
 GA2167'SEE STATION GRAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2169 ***********************************************************************
 GA2169  DESIGNATION -  GRAVE RM 2
 GA2169  PID         -  GA2169
 GA2169  STATE/COUNTY-  TN/HAWKINS
 GA2169  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2169
 GA2169                         *CURRENT SURVEY CONTROL
 GA2169  ___________________________________________________________________
 GA2169* NAD 83(1986)-  36 21 20.     (N)    083 11 01.     (W)     SCALED    
 GA2169* NAVD 88     -       336.657  (meters)    1104.52   (feet)  ADJUSTED  
 GA2169  ___________________________________________________________________
 GA2169  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2169  DYNAMIC HT  -         336.351 (meters)    1103.51  (feet)  COMP
 GA2169  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GA2169
 GA2169  VERT ORDER  -  SECOND    CLASS 0
 GA2169
 GA2169.The horizontal coordinates were scaled from a topographic map and have
 GA2169.an estimated accuracy of +/- 6 seconds.
 GA2169
 GA2169.The orthometric height was determined by differential leveling
 GA2169.and adjusted by the National Geodetic Survey in June 1991..
 GA2169
 GA2169.The geoid height was determined by GEOID03.
 GA2169
 GA2169.The dynamic height is computed by dividing the NAVD 88
 GA2169.geopotential number by the normal gravity value computed on the
 GA2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2169.degrees latitude (g = 980.6199 gals.).
 GA2169
 GA2169.The modeled gravity was interpolated from observed gravity values.
 GA2169
 GA2169;                    North         East    Units  Estimated Accuracy
 GA2169;SPC TN       -   228,000.      852,750.      MT  (+/- 180 meters Scaled)
 GA2169
 GA2169                          SUPERSEDED SURVEY CONTROL
 GA2169
 GA2169  NGVD 29 (??/??/92)  336.797  (m)         1104.97   (f) ADJ UNCH    2 0
 GA2169
 GA2169.Superseded values are not recommended for survey control.
 GA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2169.See file dsdata.txt to determine how the superseded data were derived.
 GA2169
 GA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA040256(NAD 83)
 GA2169_MARKER: DD = SURVEY DISK
 GA2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2169_STAMPING: GRAVE RM-2 1964
 GA2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2169+STABILITY: SURFACE MOTION
 GA2169
 GA2169  HISTORY     - Date     Condition        Report By
 GA2169  HISTORY     - 1964     MONUMENTED       TNHD
 GA2169
 GA2169                          STATION DESCRIPTION
 GA2169
 GA2169'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2169'5 MI E FROM BEAN STATION.
 GA2169'THE MARK IS LOCATED AT THE GRAVE 1964 STATION SITE, 7 FEET
 GA2169'SOUTHEAST OF A BANK OF A HIGHWAY CUT, 7 FEET WEST OF A FENCE
 GA2169'POST, 9 FEET SOUTH OF THE NORTHWEST CORNER POST OF A GRAVE YARD
 GA2169'FENCE AND 4 FEET SOUTH OF TELEPHONE POLE NO. 140.  THE MARK
 GA2169'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2169'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.  NOTE-- FOR DESCR.
 GA2169'SEE STATION GRAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2459 ***********************************************************************
 GA2459  DESIGNATION -  GREEN
 GA2459  PID         -  GA2459
 GA2459  STATE/COUNTY-  TN/KNOX
 GA2459  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2459
 GA2459                         *CURRENT SURVEY CONTROL
 GA2459  ___________________________________________________________________
 GA2459* NAD 83(1995)-  36 01 35.28497(N)    083 54 37.95035(W)     ADJUSTED  
 GA2459* NAVD 88     -       309.053  (meters)    1013.95   (feet)  ADJUSTED  
 GA2459  ___________________________________________________________________
 GA2459  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA2459  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2459  DYNAMIC HT  -         308.767 (meters)    1013.01  (feet)  COMP
 GA2459  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2459
 GA2459  HORZ ORDER  -  SECOND
 GA2459  VERT ORDER  -  SECOND    CLASS 0
 GA2459
 GA2459.The horizontal coordinates were established by classical geodetic methods
 GA2459.and adjusted by the National Geodetic Survey in April 1999..
 GA2459
 GA2459.The orthometric height was determined by differential leveling
 GA2459.and adjusted by the National Geodetic Survey in June 1991..
 GA2459
 GA2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2459
 GA2459.The geoid height was determined by GEOID03.
 GA2459
 GA2459.The dynamic height is computed by dividing the NAVD 88
 GA2459.geopotential number by the normal gravity value computed on the
 GA2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2459.degrees latitude (g = 980.6199 gals.).
 GA2459
 GA2459.The modeled gravity was interpolated from observed gravity values.
 GA2459
 GA2459;                    North         East     Units Scale Factor Converg.
 GA2459;SPC TN       -   189,862.416   788,307.322   MT  0.99995402   +1 13 23.7
 GA2459;SPC TN       -   622,906.94  2,586,304.94   sFT  0.99995402   +1 13 23.7
 GA2459;UTM  17      - 3,990,804.080   237,732.424   MT  1.00044763   -1 42 46.2
 GA2459
 GA2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2459!SPC TN       -   0.99995632  x   0.99995402  =   0.99991034
 GA2459!UTM  17      -   0.99995632  x   1.00044763  =   1.00040393
 GA2459
 GA2459|---------------------------------------------------------------------|
 GA2459| PID    Reference Object                     Distance      Geod. Az  |
 GA2459|                                                           dddmmss.s |
 GA2459| GA2458 GREEN RM 1                           11.322 METERS 06011     |
 GA2459| GA2456 JONES                               APPROX. 0.8 KM 2024404.7 |
 GA2459| GA2460 GREEN RM 2                           11.201 METERS 24019     |
 GA2459|---------------------------------------------------------------------|
 GA2459
 GA2459                          SUPERSEDED SURVEY CONTROL
 GA2459
 GA2459  NAD 83(1995)-  36 01 35.29284(N)    083 54 37.94838(W) AD(       ) 2
 GA2459  NAD 83(1995)-  36 01 35.29283(N)    083 54 37.94835(W) AD(       ) 2
 GA2459  NAD 83(1995)-  36 01 35.29381(N)    083 54 37.94857(W) AD(       ) 2
 GA2459  NAD 83(1986)-  36 01 35.29932(N)    083 54 37.94661(W) AD(       ) 2
 GA2459  NAD 27      -  36 01 35.00080(N)    083 54 38.28310(W) AD(       ) 2
 GA2459  NGVD 29 (??/??/92)  309.185  (m)         1014.38   (f) ADJ UNCH    2 0
 GA2459
 GA2459.Superseded values are not recommended for survey control.
 GA2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2459.See file dsdata.txt to determine how the superseded data were derived.
 GA2459
 GA2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3773290804(NAD 83)
 GA2459_MARKER: DE = TRAVERSE STATION DISK
 GA2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2459_STAMPING: GREEN 1960
 GA2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2459+STABILITY: SURFACE MOTION
 GA2459
 GA2459  HISTORY     - Date     Condition        Report By
 GA2459  HISTORY     - 1960     MONUMENTED       CGS
 GA2459  HISTORY     - 1961     GOOD             NGS
 GA2459  HISTORY     - 1980     GOOD             NGS
 GA2459  HISTORY     - 1980     GOOD             NGS
 GA2459  HISTORY     - 1982     GOOD             LOCENG
 GA2459
 GA2459                          STATION DESCRIPTION
 GA2459
 GA2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2459'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF DOWNTOWN KNOXVILLE
 GA2459'ALONG THE SOUTH SIDE OF
 GA2459'GREENWAY DRIVE.
 GA2459'
 GA2459'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY STREET AND
 GA2459'GREENWAY DRIVE IN
 GA2459'NORTHEAST KNOXVILLE, GO EAST ON GREENWAY DRIVE FOR 0.8 MILE
 GA2459'TO THE STATION ON THE
 GA2459'RIGHT.
 GA2459'
 GA2459'THE STATION IS 41 FEET SOUTHEAST OF POWER LINE POLE NO. 33 AND 21
 GA2459'FEET SOUTHEAST OF
 GA2459'THE CENTER OF GREENWAY DRIVE.  IT IS A STANDARD TRAVERSE
 GA2459'DISK SET IN A 10- INCH, SQUARE,
 GA2459'CONCRETE POST, FLUSH, AND IS STAMPED
 GA2459'GREEN 1960.
 GA2459'
 GA2459'REFERENCE MARK NO. 1 IS 21 FEET SOUTHEAST OF THE CENTER OF GREENWAY
 GA2459'DRIVE.  IT IS A STANDARD
 GA2459'DISK SET IN A 10-INCH, SQUARE, CONCRETE POST, FLUSH,
 GA2459'AND IS STAMPED GREEN NO 1 1960.
 GA2459'
 GA2459'REFERENCE MARK NO. 2 IS 21 FEET SOUTHEAST OF THE CENTER OF GREENWAY
 GA2459'DRIVE.  IT IS A STANDARD
 GA2459'DISK SET IN A 10-INCH, SQUARE, CONCRETE POST, FLUSH,
 GA2459'AND IS STAMPED GREEN NO 2 1960.
 GA2459'
 GA2459'TRAVERSE STATION JONES WILL SERVE AS AN AZIMUTH MARK.
 GA2459'DESCRIPTION
 GA2459
 GA2459                          STATION RECOVERY (1961)
 GA2459
 GA2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2459'IN NORTHEAST KNOXVILLE.
 GA2459'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND GREENWAY
 GA2459'DRIVE IN NORTHEAST KNOXVILLE, GO 0.8 MILE EAST ON GREENWAY DRIVE
 GA2459'TO THE STATION ON THE RIGHT.  THE STATION MARK IS 41 FT. SOUTHEAST
 GA2459'OF POWER LINE POLE 33, AND 21 FT. SOUTHEAST OF THE CENTER OF
 GA2459'GREENWAY DRIVE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GA2459'IS FLUSH WITH THE GROUND AND IS ABOUT 4 FT. BELOW THE LEVEL OF
 GA2459'THE ROAD.
 GA2459
 GA2459                          STATION RECOVERY (1980)
 GA2459
 GA2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2459'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GA2459'WITH THE FOLLOWING.
 GA2459'
 GA2459'THE STATION MARK IS 174 FEET WEST OF THE CENTERLINE OF VIE STREET,
 GA2459'1 FOOT WEST OF A METAL WITNESS POST AND 54 FEET ACROSS THE ROAD
 GA2459'AND SOUTHEAST OF A MAGNOLIA TREE.
 GA2459'
 GA2459'REFERENCE MARK 1 IS 23 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA2459'ROAD, AND 137 FEET WEST OF THE CENTERLINE OF VIE STREET.
 GA2459'
 GA2459'REFERENCE MARK 2 IS 211 FEET WEST OF THE CENTERLINE OF VIE STREET
 GA2459'AND 38 FEET SOUTHEAST OF A TELEPHONE AND LIGHT POLE.
 GA2459
 GA2459                          STATION RECOVERY (1980)
 GA2459
 GA2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2459'THE MARK IS 174 FEET WEST OF THE CENTERLINE OF VIE STREET,54 FEET
 GA2459'SOUTHEAST AND ACROSS THE ROAD FROM A 24 INCH MAGNOLIA TREE AND 1 FOOT
 GA2459'WEST OF AMETAL WITNESS POST.
 GA2459
 GA2459                          STATION RECOVERY (1982)
 GA2459
 GA2459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2459'GREEN 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 GA2459'(CITY BLK 34570).
 GA2459'
 GA2459'GREEN NO. 1 1960 SEARCHED FOR - NOT RECOVERED.  THERE IS A HOLE IN
 GA2459'THE GROUND AT THE DESCRIBED LOCATION WHERE THE MARK WAS POSSIBLY
 GA2459'REMOVED.
 GA2459'(CITY BLK 34570)
 GA2459'
 GA2459'GREEN NO. 2 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 GA2459'DESCRIBED.  (CITY BLK 34570)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0784 ***********************************************************************
 GC0784  DESIGNATION -  GREEN
 GC0784  PID         -  GC0784
 GC0784  STATE/COUNTY-  TN/DAVIDSON
 GC0784  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0784
 GC0784                         *CURRENT SURVEY CONTROL
 GC0784  ___________________________________________________________________
 GC0784* NAD 83(1986)-  36 16 30.     (N)    086 42 36.     (W)     SCALED    
 GC0784* NAVD 88     -       158.624  (meters)     520.42   (feet)  ADJUSTED  
 GC0784  ___________________________________________________________________
 GC0784  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0784  DYNAMIC HT  -         158.489 (meters)     519.98  (feet)  COMP
 GC0784  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0784
 GC0784  VERT ORDER  -  SECOND    CLASS 0
 GC0784
 GC0784.The horizontal coordinates were scaled from a topographic map and have
 GC0784.an estimated accuracy of +/- 6 seconds.
 GC0784
 GC0784.The orthometric height was determined by differential leveling
 GC0784.and adjusted by the National Geodetic Survey in June 1991..
 GC0784
 GC0784.The geoid height was determined by GEOID03.
 GC0784
 GC0784.The dynamic height is computed by dividing the NAVD 88
 GC0784.geopotential number by the normal gravity value computed on the
 GC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0784.degrees latitude (g = 980.6199 gals.).
 GC0784
 GC0784.The modeled gravity was interpolated from observed gravity values.
 GC0784
 GC0784;                    North         East    Units  Estimated Accuracy
 GC0784;SPC TN       -   215,660.      536,210.      MT  (+/- 180 meters Scaled)
 GC0784
 GC0784                          SUPERSEDED SURVEY CONTROL
 GC0784
 GC0784  NGVD 29 (??/??/92)  158.669  (m)          520.57   (f) ADJ UNCH    2 0
 GC0784
 GC0784.Superseded values are not recommended for survey control.
 GC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0784.See file dsdata.txt to determine how the superseded data were derived.
 GC0784
 GC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260144(NAD 83)
 GC0784_MARKER: DD = SURVEY DISK
 GC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0784_STAMPING: GREEN 1961
 GC0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0784+STABILITY: SURFACE MOTION
 GC0784
 GC0784  HISTORY     - Date     Condition        Report By
 GC0784  HISTORY     - 1961     MONUMENTED       TNHD
 GC0784
 GC0784                          STATION DESCRIPTION
 GC0784
 GC0784'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0784'1.3 MI N FROM MADISON.
 GC0784'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0784'FOR 1.3 MILES TO THE STATION ON THE LEFT.  THE STATION MARK IS
 GC0784'LOCATED IN THE GRASSY MEDIAN ABOUT 28 FEET WEST OF THE CENTER OF
 GC0784'THE NORTH BOUND LANE OF U.S. HIGHWAY 31E AND 49.4 FEET SOUTH OF
 GC0784'A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0784'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2202 ***********************************************************************
 GC2202  DESIGNATION -  GREEN
 GC2202  PID         -  GC2202
 GC2202  STATE/COUNTY-  TN/DAVIDSON
 GC2202  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2202
 GC2202                         *CURRENT SURVEY CONTROL
 GC2202  ___________________________________________________________________
 GC2202* NAD 83(1995)-  36 16 30.08410(N)    086 42 35.46405(W)     ADJUSTED  
 GC2202* NAVD 88     -       158.8    (meters)     521.     (feet)  VERTCON   
 GC2202  ___________________________________________________________________
 GC2202  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GC2202  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2202
 GC2202  HORZ ORDER  -  SECOND
 GC2202
 GC2202.The horizontal coordinates were established by classical geodetic methods
 GC2202.and adjusted by the National Geodetic Survey in April 1999..
 GC2202
 GC2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2202
 GC2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2202
 GC2202.The geoid height was determined by GEOID03.
 GC2202
 GC2202;                    North         East     Units Scale Factor Converg.
 GC2202;SPC TN       -   215,662.640   536,222.136   MT  0.99997794   -0 24 56.1
 GC2202;SPC TN       -   707,553.18  1,759,255.46   sFT  0.99997794   -0 24 56.1
 GC2202;UTM  16      - 4,014,492.305   526,059.362   MT  0.99960837   +0 10 18.0
 GC2202
 GC2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2202!SPC TN       -   0.99997971  x   0.99997794  =   0.99995765
 GC2202!UTM  16      -   0.99997971  x   0.99960837  =   0.99958808
 GC2202
 GC2202|---------------------------------------------------------------------|
 GC2202| PID    Reference Object                     Distance      Geod. Az  |
 GC2202|                                                           dddmmss.s |
 GC2202| GC0783 GREEN RM 1                           75.718 METERS 00836     |
 GC2202| CG5917 GREEN AZ MK                                        1841819.7 |
 GC2202| GC0785 GREEN RM 2                           23.089 METERS 18432     |
 GC2202|---------------------------------------------------------------------|
 GC2202
 GC2202                          SUPERSEDED SURVEY CONTROL
 GC2202
 GC2202  NAD 83(1995)-  36 16 30.08577(N)    086 42 35.46587(W) AD(       ) 2
 GC2202  NAD 83(1995)-  36 16 30.08914(N)    086 42 35.46639(W) AD(       ) 2
 GC2202  NAD 83(1986)-  36 16 30.09441(N)    086 42 35.46691(W) AD(       ) 2
 GC2202  NAD 27      -  36 16 29.90550(N)    086 42 35.47740(W) AD(       ) 2
 GC2202  NGVD 29 (07/19/86)  158.8    (m)          521.     (f) VERT ANG       
 GC2202
 GC2202.Superseded values are not recommended for survey control.
 GC2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2202.See file dsdata.txt to determine how the superseded data were derived.
 GC2202
 GC2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2605914492(NAD 83)
 GC2202_MARKER: DD = SURVEY DISK
 GC2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2202
 GC2202  HISTORY     - Date     Condition        Report By
 GC2202  HISTORY     - 1961     MONUMENTED       TNHD
 GC2202
 GC2202                          STATION DESCRIPTION
 GC2202
 GC2202'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2202'THE STATION IS ABOUT 1-1/2 MILES NORTH OF MADISON.
 GC2202'
 GC2202'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO NORTH ON
 GC2202'U.S. HIGHWAY 31E FOR 1.3 MILES TO THE STATION ON THE LEFT AS
 GC2202'DESCRIBED.
 GC2202'
 GC2202'THE STATION IS LOCATED IN THE GRASSY MEDIAN ABOUT 28 FEET WEST OF THE
 GC2202'APPROXIMATE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 31E AND
 GC2202'49.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC2202'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2202'MONUMENT, AND THE DISK IS STAMPED GREEN 1961.  NO UNDERGROUND MARK
 GC2202'WAS ESTABLISHED.
 GC2202'
 GC2202'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2202'NORTH BOUND LANE OF U.S. HIGHWAY 31E.  THE MARK IS A STANDARD
 GC2202'TENNESSEE HIGHWAY DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN THE
 GC2202'SIDEWALK ALONG THE BRIDGE ON THE HIGHWAY, AND THE DISK IS STAMPED
 GC2202'GREEN RM-1 1961.
 GC2202'
 GC2202'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2202'NORTH BOUND LANE OF U.S. HIGHWAY 31E.  THE MARK IS A STANDARD
 GC2202'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2202'CONCRETE MONUMENT, AND THE DISK IS STAMPED GREEN RM-2 1961.
 GC2202'
 GC2202'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2202'ROOSEVELT AVENUE AND 42 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2202'U.S. HIGHWAY 31E.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2202'DEPARTMENT DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN A
 GC2202'SIDEWALK, AND THE DISK IS STAMPED GREEN AZI 1961.
 GC2202'
 GC2202'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON U.S.
 GC2202'HIGHWAY 31E FOR 0.3 MILE TO ROOSEVELT AVENUE AND THE MARK ON THE
 GC2202'LEFT AS DESCRIBED.
 GC2202'
 GC2202'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2521 ***********************************************************************
 GC2521  DESIGNATION -  GREEN
 GC2521  PID         -  GC2521
 GC2521  STATE/COUNTY-  TN/CHEATHAM
 GC2521  USGS QUAD   -  ASHLAND CITY (1987)
 GC2521
 GC2521                         *CURRENT SURVEY CONTROL
 GC2521  ___________________________________________________________________
 GC2521* NAD 83(1995)-  36 16 34.07265(N)    087 07 05.35870(W)     ADJUSTED  
 GC2521* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2521  ___________________________________________________________________
 GC2521  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GC2521  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2521
 GC2521  HORZ ORDER  -  THIRD
 GC2521
 GC2521.The horizontal coordinates were established by classical geodetic methods
 GC2521.and adjusted by the National Geodetic Survey in April 1999..
 GC2521
 GC2521.The orthometric height was scaled from a topographic map.
 GC2521
 GC2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2521
 GC2521.The geoid height was determined by GEOID03.
 GC2521
 GC2521;                    North         East     Units Scale Factor Converg.
 GC2521;SPC TN       -   216,128.173   499,540.024   MT  0.99997809   -0 39 16.6
 GC2521;SPC TN       -   709,080.51  1,638,907.56   sFT  0.99997809   -0 39 16.6
 GC2521;UTM  16      - 4,014,582.631   489,388.199   MT  0.99960139   -0 04 11.7
 GC2521
 GC2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2521!SPC TN       -   0.99997258  x   0.99997809  =   0.99995067
 GC2521!UTM  16      -   0.99997258  x   0.99960139  =   0.99957398
 GC2521
 GC2521|---------------------------------------------------------------------|
 GC2521| PID    Reference Object                     Distance      Geod. Az  |
 GC2521|                                                           dddmmss.s |
 GC2521| CG5913 GREEN RM 1                           27.051 METERS 25528     |
 GC2521| CG5912 GREEN AZ MK                                        2755030.1 |
 GC2521| GC2524 GREEN TRAV MARK                      34.784 METERS 34505     |
 GC2521|---------------------------------------------------------------------|
 GC2521
 GC2521                          SUPERSEDED SURVEY CONTROL
 GC2521
 GC2521  NAD 83(1995)-  36 16 34.07414(N)    087 07 05.36082(W) AD(       ) 3
 GC2521  NAD 83(1995)-  36 16 34.07615(N)    087 07 05.36189(W) AD(       ) 3
 GC2521  NAD 83(1986)-  36 16 34.08251(N)    087 07 05.36191(W) AD(       ) 3
 GC2521  NAD 27      -  36 16 33.88600(N)    087 07 05.34400(W) AD(       ) 3
 GC2521
 GC2521.Superseded values are not recommended for survey control.
 GC2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2521.See file dsdata.txt to determine how the superseded data were derived.
 GC2521
 GC2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8938814583(NAD 83)
 GC2521_MARKER: DD = SURVEY DISK
 GC2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2521
 GC2521  HISTORY     - Date     Condition        Report By
 GC2521  HISTORY     - 1953     MONUMENTED       CGS
 GC2521
 GC2521                          STATION DESCRIPTION
 GC2521
 GC2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2521'THE STATION IS LOCATED ABOUT 3 MILES WEST OF ASHLAND CITY ON THE
 GC2521'SOUTH SIDE OF STATE HIGHWAY 49 AND ON THE COUNTY SCHOOL
 GC2521'GROUNDS. IT IS 160 FEET SOUTH OF HIGHWAY 49, 153 FEET NORTH OF THE
 GC2521'NORTHWEST CORNER OF THE SCHOOL BUILDING, AND 93 FEET EAST OF A
 GC2521'GRAVEL ROAD. THE STATION MARK IS FLUSH AND THE DISK STAMPED GREEN
 GC2521'1953.
 GC2521'
 GC2521'REFERENCE MARK NO. 1 IS 126 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2521'THE SCHOOL BUILDING, 25 FEET EAST OF THE CENTER OF A GRAVEL
 GC2521'ROAD, AND 24 FEET NORTH OF A POWER LINE POLE. THE MARK PROJECTS ABOUT
 GC2521'2 INCHES AND THE DISK IS STAMPED GREEN NO 1 1953.
 GC2521'
 GC2521'CORP. OF ENGINEERS, (U.S. ARMY) TRAVERSE MARKER WAS USED AS A
 GC2521'REFERENCE MARK. THE MARK IS A 4X4 INCH CONCRETE POST, WITH A
 GC2521'BRONZE CORP. OF ENGINEERS TRAVERSE DISK. THE MARK PROJECTS ABOUT 2
 GC2521'FEET AND IS STAMPED JUN 21 1948. IT IS AT THE EDGE OF ROAD
 GC2521'CUT AT STOP SIGN ON THE EAST SIDE OF THE ROAD, 44 FEET SOUTH OF
 GC2521'CENTER OF HIGHWAY 49, AND 24 FEET EAST OF CENTER OF GRAVEL
 GC2521'ROAD.
 GC2521'
 GC2521'AZIMUTH MARK IS 37 FEET SOUTH OF CENTER OF HIGHWAY 49, AND 2 FEET
 GC2521'EAST OF WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2521'AND THE DISK STAMPED GREEN 1953.
 GC2521'
 GC2521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2521'ASHLAND CITY GO SOUTHWEST ON HIGHWAY 49 FOR 3.4 MILES TO A
 GC2521'CROSSROAD (*), TURN LEFT ON GRAVEL ROAD THEN LEFT ON DIRT ROAD AT
 GC2521'NORTH EDGE OF SCHOOL GROUNDS AND STATION AS DESCRIBED.
 GC2521'
 GC2521'(*) TO REACH AZIMUTH MARK CONTINUE WEST ON HIGHWAY 49 FOR 0.2 MILE TO
 GC2521'THE MARK ON THE LEFT AS DESCRIBED.
 GC2521'
 GC2521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0786 ***********************************************************************
 GC0786  DESIGNATION -  GREEN AZ MK
 GC0786  PID         -  GC0786
 GC0786  STATE/COUNTY-  TN/DAVIDSON
 GC0786  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0786
 GC0786                         *CURRENT SURVEY CONTROL
 GC0786  ___________________________________________________________________
 GC0786* NAD 83(1986)-  36 16 15.     (N)    086 42 36.     (W)     SCALED    
 GC0786* NAVD 88     -       159.464  (meters)     523.17   (feet)  ADJUSTED  
 GC0786  ___________________________________________________________________
 GC0786  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0786  DYNAMIC HT  -         159.328 (meters)     522.73  (feet)  COMP
 GC0786  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0786
 GC0786  VERT ORDER  -  SECOND    CLASS 0
 GC0786
 GC0786.The horizontal coordinates were scaled from a topographic map and have
 GC0786.an estimated accuracy of +/- 6 seconds.
 GC0786
 GC0786.The orthometric height was determined by differential leveling
 GC0786.and adjusted by the National Geodetic Survey in June 1991..
 GC0786
 GC0786.The geoid height was determined by GEOID03.
 GC0786
 GC0786.The dynamic height is computed by dividing the NAVD 88
 GC0786.geopotential number by the normal gravity value computed on the
 GC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0786.degrees latitude (g = 980.6199 gals.).
 GC0786
 GC0786.The modeled gravity was interpolated from observed gravity values.
 GC0786
 GC0786;                    North         East    Units  Estimated Accuracy
 GC0786;SPC TN       -   215,200.      536,210.      MT  (+/- 180 meters Scaled)
 GC0786
 GC0786                          SUPERSEDED SURVEY CONTROL
 GC0786
 GC0786  NGVD 29 (??/??/??)  159.54   (m)          523.4    (f) RESET       3  
 GC0786
 GC0786.Superseded values are not recommended for survey control.
 GC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0786.See file dsdata.txt to determine how the superseded data were derived.
 GC0786
 GC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260140(NAD 83)
 GC0786_MARKER: DD = SURVEY DISK
 GC0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0786_SP_SET: SIDEWALK
 GC0786_STAMPING: GREEN AZI 1961
 GC0786_MARK LOGO: TNHD  
 GC0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0786
 GC0786  HISTORY     - Date     Condition        Report By
 GC0786  HISTORY     - 1961     MONUMENTED       TNHD
 GC0786
 GC0786                          STATION DESCRIPTION
 GC0786
 GC0786'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0786'1 MI N FROM MADISON.
 GC0786'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0786'TO THE JUNCTION OF ROOSEVELT AVENUE AND THE MARK ON THE RIGHT.
 GC0786'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF ROOSEVELT
 GC0786'AVENUE AND 42 FEET EAST OF THE CENTER OF U.S. HIGHWAY 31E.
 GC0786'THE DISK IS CEMENTED IN A DRILLED HOLE IN A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2458 ***********************************************************************
 GA2458  DESIGNATION -  GREEN RM 1
 GA2458  PID         -  GA2458
 GA2458  STATE/COUNTY-  TN/KNOX
 GA2458  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2458
 GA2458                         *CURRENT SURVEY CONTROL
 GA2458  ___________________________________________________________________
 GA2458* NAD 83(1986)-  36 01 35.     (N)    083 54 38.     (W)     SCALED    
 GA2458* NAVD 88     -       308.702  (meters)    1012.80   (feet)  ADJUSTED  
 GA2458  ___________________________________________________________________
 GA2458  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2458  DYNAMIC HT  -         308.416 (meters)    1011.86  (feet)  COMP
 GA2458  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2458
 GA2458  VERT ORDER  -  SECOND    CLASS 0
 GA2458
 GA2458.The horizontal coordinates were scaled from a topographic map and have
 GA2458.an estimated accuracy of +/- 6 seconds.
 GA2458
 GA2458.The orthometric height was determined by differential leveling
 GA2458.and adjusted by the National Geodetic Survey in June 1991..
 GA2458
 GA2458.The geoid height was determined by GEOID03.
 GA2458
 GA2458.The dynamic height is computed by dividing the NAVD 88
 GA2458.geopotential number by the normal gravity value computed on the
 GA2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2458.degrees latitude (g = 980.6199 gals.).
 GA2458
 GA2458.The modeled gravity was interpolated from observed gravity values.
 GA2458
 GA2458;                    North         East    Units  Estimated Accuracy
 GA2458;SPC TN       -   189,850.      788,310.      MT  (+/- 180 meters Scaled)
 GA2458
 GA2458                          SUPERSEDED SURVEY CONTROL
 GA2458
 GA2458  NGVD 29 (??/??/92)  308.834  (m)         1013.23   (f) ADJ UNCH    2 0
 GA2458
 GA2458.Superseded values are not recommended for survey control.
 GA2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2458.See file dsdata.txt to determine how the superseded data were derived.
 GA2458
 GA2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV377907(NAD 83)
 GA2458_MARKER: DR = REFERENCE MARK DISK
 GA2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2458_STAMPING: GREEN NO 1 1960
 GA2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2458+STABILITY: SURFACE MOTION
 GA2458
 GA2458  HISTORY     - Date     Condition        Report By
 GA2458  HISTORY     - 1960     MONUMENTED       CGS
 GA2458  HISTORY     - 1961     GOOD             NGS
 GA2458  HISTORY     - 1980     GOOD             NGS
 GA2458
 GA2458                          STATION DESCRIPTION
 GA2458
 GA2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2458'IN NORTHEAST KNOXVILLE.
 GA2458'THIS MARK IS LOCATED AT THE GREEN 1960 STATION SITE, 37.1 FT.
 GA2458'NORTHEAST OF THE STATION MARK, AND 21 FT. SOUTHEAST OF THE CENTER
 GA2458'OF GREENWAY DRIVE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2458'FLUSH WITH THE GROUND AND ABOUT 4 FT. BELOW THE LEVEL OF THE ROAD.
 GA2458
 GA2458                          STATION RECOVERY (1980)
 GA2458
 GA2458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2458'THE MARK IS 23 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 137
 GA2458'FEET WEST OF THE CENTERLINE OF VIE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0783 ***********************************************************************
 GC0783  DESIGNATION -  GREEN RM 1
 GC0783  PID         -  GC0783
 GC0783  STATE/COUNTY-  TN/DAVIDSON
 GC0783  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0783
 GC0783                         *CURRENT SURVEY CONTROL
 GC0783  ___________________________________________________________________
 GC0783* NAD 83(1986)-  36 16 32.     (N)    086 42 35.     (W)     SCALED    
 GC0783* NAVD 88     -       160.715  (meters)     527.28   (feet)  ADJUSTED  
 GC0783  ___________________________________________________________________
 GC0783  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0783  DYNAMIC HT  -         160.578 (meters)     526.83  (feet)  COMP
 GC0783  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0783
 GC0783  VERT ORDER  -  SECOND    CLASS 0
 GC0783
 GC0783.The horizontal coordinates were scaled from a topographic map and have
 GC0783.an estimated accuracy of +/- 6 seconds.
 GC0783
 GC0783.The orthometric height was determined by differential leveling
 GC0783.and adjusted by the National Geodetic Survey in June 1991..
 GC0783
 GC0783.The geoid height was determined by GEOID03.
 GC0783
 GC0783.The dynamic height is computed by dividing the NAVD 88
 GC0783.geopotential number by the normal gravity value computed on the
 GC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0783.degrees latitude (g = 980.6199 gals.).
 GC0783
 GC0783.The modeled gravity was interpolated from observed gravity values.
 GC0783
 GC0783;                    North         East    Units  Estimated Accuracy
 GC0783;SPC TN       -   215,720.      536,230.      MT  (+/- 180 meters Scaled)
 GC0783
 GC0783                          SUPERSEDED SURVEY CONTROL
 GC0783
 GC0783  NGVD 29 (??/??/92)  160.760  (m)          527.43   (f) ADJ UNCH    2 0
 GC0783
 GC0783.Superseded values are not recommended for survey control.
 GC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0783.See file dsdata.txt to determine how the superseded data were derived.
 GC0783
 GC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260145(NAD 83)
 GC0783_MARKER: DD = SURVEY DISK
 GC0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0783_SP_SET: BRIDGE
 GC0783_STAMPING: GREEN RM-1 1961
 GC0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0783
 GC0783  HISTORY     - Date     Condition        Report By
 GC0783  HISTORY     - 1961     MONUMENTED       TNHD
 GC0783
 GC0783                          STATION DESCRIPTION
 GC0783
 GC0783'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0783'1.3 MI N FROM MADISON.
 GC0783'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0783'FOR 1.3 MILES. THE REFERENCE MARK IS 248.4 FEET NORTH OF THE
 GC0783'STATION MARK AND 15 FEET WEST OF THE CENTER OF THE NORTH BOUND
 GC0783'TRAFFIC LANE OF U.S. HIGHWAY 31E.  THE DISK IS CEMENTED IN A
 GC0783'DRILLED HOLE IN THE SIDEWALK OF A BRIDGE ON THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2460 ***********************************************************************
 GA2460  DESIGNATION -  GREEN RM 2
 GA2460  PID         -  GA2460
 GA2460  STATE/COUNTY-  TN/KNOX
 GA2460  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2460
 GA2460                         *CURRENT SURVEY CONTROL
 GA2460  ___________________________________________________________________
 GA2460* NAD 83(1986)-  36 01 35.     (N)    083 54 38.     (W)     SCALED    
 GA2460* NAVD 88     -       309.282  (meters)    1014.70   (feet)  ADJUSTED  
 GA2460  ___________________________________________________________________
 GA2460  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2460  DYNAMIC HT  -         308.995 (meters)    1013.76  (feet)  COMP
 GA2460  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2460
 GA2460  VERT ORDER  -  SECOND    CLASS 0
 GA2460
 GA2460.The horizontal coordinates were scaled from a topographic map and have
 GA2460.an estimated accuracy of +/- 6 seconds.
 GA2460
 GA2460.The orthometric height was determined by differential leveling
 GA2460.and adjusted by the National Geodetic Survey in June 1991..
 GA2460
 GA2460.The geoid height was determined by GEOID03.
 GA2460
 GA2460.The dynamic height is computed by dividing the NAVD 88
 GA2460.geopotential number by the normal gravity value computed on the
 GA2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2460.degrees latitude (g = 980.6199 gals.).
 GA2460
 GA2460.The modeled gravity was interpolated from observed gravity values.
 GA2460
 GA2460;                    North         East    Units  Estimated Accuracy
 GA2460;SPC TN       -   189,850.      788,310.      MT  (+/- 180 meters Scaled)
 GA2460
 GA2460                          SUPERSEDED SURVEY CONTROL
 GA2460
 GA2460  NGVD 29 (??/??/92)  309.414  (m)         1015.14   (f) ADJ UNCH    2 0
 GA2460
 GA2460.Superseded values are not recommended for survey control.
 GA2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2460.See file dsdata.txt to determine how the superseded data were derived.
 GA2460
 GA2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV377907(NAD 83)
 GA2460_MARKER: DR = REFERENCE MARK DISK
 GA2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2460_STAMPING: GREEN NO 2 1960
 GA2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2460+STABILITY: SURFACE MOTION
 GA2460
 GA2460  HISTORY     - Date     Condition        Report By
 GA2460  HISTORY     - 1960     MONUMENTED       CGS
 GA2460  HISTORY     - 1961     GOOD             NGS
 GA2460  HISTORY     - 1980     GOOD             NGS
 GA2460
 GA2460                          STATION DESCRIPTION
 GA2460
 GA2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2460'IN NORTHEAST KNOXVILLE.
 GA2460'THIS MARK IS LOCATED AT THE GREEN 1960 STATION SITE, 36.7 FT.
 GA2460'SOUTHWEST OF THE STATION MARK AND 21 FT. SOUTHEAST OF THE CENTER
 GA2460'OF GREENWAY DRIVE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2460'FLUSH WITH THE GROUND AND ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
 GA2460
 GA2460                          STATION RECOVERY (1980)
 GA2460
 GA2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2460'THE MARK IS 211 FEET WEST OF THE CENTERLINE OF VIE STREET AND 38 FEET
 GA2460'SOUTHEAST OF A TELEPHONE AND LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0785 ***********************************************************************
 GC0785  DESIGNATION -  GREEN RM 2
 GC0785  PID         -  GC0785
 GC0785  STATE/COUNTY-  TN/DAVIDSON
 GC0785  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0785
 GC0785                         *CURRENT SURVEY CONTROL
 GC0785  ___________________________________________________________________
 GC0785* NAD 83(1986)-  36 16 30.     (N)    086 42 36.     (W)     SCALED    
 GC0785* NAVD 88     -       157.847  (meters)     517.87   (feet)  ADJUSTED  
 GC0785  ___________________________________________________________________
 GC0785  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0785  DYNAMIC HT  -         157.713 (meters)     517.43  (feet)  COMP
 GC0785  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0785
 GC0785  VERT ORDER  -  SECOND    CLASS 0
 GC0785
 GC0785.The horizontal coordinates were scaled from a topographic map and have
 GC0785.an estimated accuracy of +/- 6 seconds.
 GC0785
 GC0785.The orthometric height was determined by differential leveling
 GC0785.and adjusted by the National Geodetic Survey in June 1991..
 GC0785
 GC0785.The geoid height was determined by GEOID03.
 GC0785
 GC0785.The dynamic height is computed by dividing the NAVD 88
 GC0785.geopotential number by the normal gravity value computed on the
 GC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0785.degrees latitude (g = 980.6199 gals.).
 GC0785
 GC0785.The modeled gravity was interpolated from observed gravity values.
 GC0785
 GC0785;                    North         East    Units  Estimated Accuracy
 GC0785;SPC TN       -   215,660.      536,210.      MT  (+/- 180 meters Scaled)
 GC0785
 GC0785                          SUPERSEDED SURVEY CONTROL
 GC0785
 GC0785  NGVD 29 (??/??/92)  157.892  (m)          518.02   (f) ADJ UNCH    2 0
 GC0785
 GC0785.Superseded values are not recommended for survey control.
 GC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0785.See file dsdata.txt to determine how the superseded data were derived.
 GC0785
 GC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260144(NAD 83)
 GC0785_MARKER: DD = SURVEY DISK
 GC0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0785_STAMPING: GREEN RM-2 1961
 GC0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0785+STABILITY: SURFACE MOTION
 GC0785
 GC0785  HISTORY     - Date     Condition        Report By
 GC0785  HISTORY     - 1961     MONUMENTED       TNHD
 GC0785
 GC0785                          STATION DESCRIPTION
 GC0785
 GC0785'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0785'1.3 MI N FROM MADISON.
 GC0785'FROM THE POST OFFICE IN MADISON, GO 1.3 MILES NORTH ON U.S.
 GC0785'HIGHWAY 31E.  THE REFERENCE MARK IS 75.8 FEET SOUTH OF THE
 GC0785'STATION MARK AND 28 FEET WEST OF THE CENTER OF THE NORTH BOUND
 GC0785'LANE OF U.S. HIGHWAY 31E.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0785'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2630 ***********************************************************************
 FB2630  DESIGNATION -  GREEN TOP LOT
 FB2630  PID         -  FB2630
 FB2630  STATE/COUNTY-  TN/SEVIER
 FB2630  USGS QUAD   -  WALDEN CREEK (1987)
 FB2630
 FB2630                         *CURRENT SURVEY CONTROL
 FB2630  ___________________________________________________________________
 FB2630* NAD 83(1995)-  35 48 43.26899(N)    083 40 01.18109(W)     ADJUSTED  
 FB2630* NAVD 88     -       936.8    (meters)    3073.     (feet)  VERTCON   
 FB2630  ___________________________________________________________________
 FB2630  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FB2630  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FB2630
 FB2630  HORZ ORDER  -  THIRD
 FB2630
 FB2630.The horizontal coordinates were established by classical geodetic methods
 FB2630.and adjusted by the National Geodetic Survey in April 1999..
 FB2630
 FB2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2630
 FB2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2630
 FB2630.The geoid height was determined by GEOID03.
 FB2630
 FB2630;                    North         East     Units Scale Factor Converg.
 FB2630;SPC TN       -   166,571.565   810,819.604   MT  0.99994848   +1 21 57.0
 FB2630;SPC TN       -   546,493.54  2,660,163.98   sFT  0.99994848   +1 21 57.0
 FB2630;UTM  17      - 3,966,381.880   259,033.283   MT  1.00031556   -1 33 40.6
 FB2630
 FB2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2630!SPC TN       -   0.99985774  x   0.99994848  =   0.99980622
 FB2630!UTM  17      -   0.99985774  x   1.00031556  =   1.00017325
 FB2630
 FB2630                          SUPERSEDED SURVEY CONTROL
 FB2630
 FB2630  NAD 83(1995)-  35 48 43.27437(N)    083 40 01.18939(W) AD(       ) 4
 FB2630  NAD 83(1986)-  35 48 43.27401(N)    083 40 01.18952(W) AD(       ) 4
 FB2630  NAD 27      -  35 48 42.94644(N)    083 40 01.58876(W) AD(       ) 3
 FB2630  NGVD 29 (07/19/86)  936.9    (m)         3074.     (f) VERT ANG       
 FB2630
 FB2630.Superseded values are not recommended for survey control.
 FB2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2630.See file dsdata.txt to determine how the superseded data were derived.
 FB2630
 FB2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5903366382(NAD 83)
 FB2630_MARKER: 57 = LOOKOUT TOWER
 FB2630
 FB2630  HISTORY     - Date     Condition        Report By
 FB2630  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2630
 FB2630                          STATION DESCRIPTION
 FB2630
 FB2630'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2630'PIGEON FORGE, 1.6 MI NW. OF POST OFFICE, ALONG U. S. HIGHWAY 441
 FB2630'TO T-RD. SW., THENCE SW. LEFT 2.9 MI TO Y-RD. NE., THENCE NW.
 FB2630'RIGHT 0.6 MI TO CROSSROADS, THENCE N. RIGHT 5.7 MI TO TOP OF BLUFF
 FB2630'MOUNTAIN AND LOOKOUT TOWER, CENTER OF 48 FT STEEL TOWER DESIGNATED---
 FB2630'GREENTOP LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2524 ***********************************************************************
 GC2524  DESIGNATION -  GREEN TRAV MARK
 GC2524  PID         -  GC2524
 GC2524  STATE/COUNTY-  TN/CHEATHAM
 GC2524  USGS QUAD   -  ASHLAND CITY (1987)
 GC2524
 GC2524                         *CURRENT SURVEY CONTROL
 GC2524  ___________________________________________________________________
 GC2524* NAD 83(1995)-  36 16 35.16314(N)    087 07 05.71738(W)     ADJUSTED  
 GC2524* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2524  ___________________________________________________________________
 GC2524  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GC2524  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2524
 GC2524  HORZ ORDER  -  SECOND
 GC2524
 GC2524.The horizontal coordinates were established by classical geodetic methods
 GC2524.and adjusted by the National Geodetic Survey in April 1999..
 GC2524
 GC2524.The orthometric height was scaled from a topographic map.
 GC2524
 GC2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2524
 GC2524.The geoid height was determined by GEOID03.
 GC2524
 GC2524;                    North         East     Units Scale Factor Converg.
 GC2524;SPC TN       -   216,161.885   499,531.457   MT  0.99997813   -0 39 16.8
 GC2524;SPC TN       -   709,191.12  1,638,879.46   sFT  0.99997813   -0 39 16.8
 GC2524;UTM  16      - 4,014,616.241   489,379.291   MT  0.99960139   -0 04 11.9
 GC2524
 GC2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2524!SPC TN       -   0.99997258  x   0.99997813  =   0.99995071
 GC2524!UTM  16      -   0.99997258  x   0.99960139  =   0.99957398
 GC2524
 GC2524                          SUPERSEDED SURVEY CONTROL
 GC2524
 GC2524  NAD 83(1995)-  36 16 35.16463(N)    087 07 05.71949(W) AD(       ) 2
 GC2524  NAD 83(1995)-  36 16 35.16664(N)    087 07 05.72056(W) AD(       ) 2
 GC2524  NAD 83(1986)-  36 16 35.17299(N)    087 07 05.72058(W) AD(       ) 2
 GC2524  NAD 27      -  36 16 34.97600(N)    087 07 05.70300(W) AD(       ) 2
 GC2524
 GC2524.Superseded values are not recommended for survey control.
 GC2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2524.See file dsdata.txt to determine how the superseded data were derived.
 GC2524
 GC2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8937914616(NAD 83)
 GC2524_MARKER: DE = TRAVERSE STATION DISK
 GC2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2524_MARK LOGO: USE   
 GC2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2524+STABILITY: SURFACE MOTION
 GC2524
 GC2524  HISTORY     - Date     Condition        Report By
 GC2524  HISTORY     - 1953     MONUMENTED       USE
 GC2524
 GC2524                          STATION DESCRIPTION
 GC2524
 GC2524'DESCRIBED BY US ENGINEERS 1953
 GC2524'SEE STATION GREEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2331 ***********************************************************************
 GC2331  DESIGNATION -  GREENBRIER
 GC2331  PID         -  GC2331
 GC2331  STATE/COUNTY-  TN/ROBERTSON
 GC2331  USGS QUAD   -  GREENBRIER (1981)
 GC2331
 GC2331                         *CURRENT SURVEY CONTROL
 GC2331  ___________________________________________________________________
 GC2331* NAD 83(1995)-  36 25 41.91089(N)    086 48 16.07635(W)     ADJUSTED  
 GC2331* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GC2331  ___________________________________________________________________
 GC2331  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC2331  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2331
 GC2331  HORZ ORDER  -  THIRD
 GC2331
 GC2331.The horizontal coordinates were established by classical geodetic methods
 GC2331.and adjusted by the National Geodetic Survey in April 1999..
 GC2331
 GC2331.The orthometric height was scaled from a topographic map.
 GC2331
 GC2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2331
 GC2331.The geoid height was determined by GEOID03.
 GC2331
 GC2331;                    North         East     Units Scale Factor Converg.
 GC2331;SPC TN       -   232,737.028   527,861.314   MT  1.00000209   -0 28 15.5
 GC2331;SPC TN       -   763,571.40  1,731,824.99   sFT  1.00000209   -0 28 15.5
 GC2331;UTM  16      - 4,031,473.598   517,527.269   MT  0.99960378   +0 06 58.0
 GC2331
 GC2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2331!SPC TN       -   0.99996400  x   1.00000209  =   0.99996609
 GC2331!UTM  16      -   0.99996400  x   0.99960378  =   0.99956779
 GC2331
 GC2331|---------------------------------------------------------------------|
 GC2331| PID    Reference Object                     Distance      Geod. Az  |
 GC2331|                                                           dddmmss.s |
 GC2331| GC2330 GREENBRIER MUNICIPAL TANK           275.089 METERS 10934     |
 GC2331| GC2332 TT 48 B                              19.855 METERS 17216     |
 GC2331| CG5919 GREENBRIER RM 1                      28.626 METERS 25341     |
 GC2331| CG5918 GREENBRIER AZ MK                                   3442923.5 |
 GC2331|---------------------------------------------------------------------|
 GC2331
 GC2331                          SUPERSEDED SURVEY CONTROL
 GC2331
 GC2331  NAD 83(1995)-  36 25 41.91202(N)    086 48 16.07825(W) AD(       ) 3
 GC2331  NAD 83(1995)-  36 25 41.91561(N)    086 48 16.08021(W) AD(       ) 3
 GC2331  NAD 83(1986)-  36 25 41.92029(N)    086 48 16.08024(W) AD(       ) 3
 GC2331  NAD 27      -  36 25 41.75100(N)    086 48 16.08900(W) AD(       ) 3
 GC2331
 GC2331.Superseded values are not recommended for survey control.
 GC2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2331.See file dsdata.txt to determine how the superseded data were derived.
 GC2331
 GC2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1752731474(NAD 83)
 GC2331_MARKER: DS = TRIANGULATION STATION DISK
 GC2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2331
 GC2331  HISTORY     - Date     Condition        Report By
 GC2331  HISTORY     - 1953     MONUMENTED       CGS
 GC2331
 GC2331                          STATION DESCRIPTION
 GC2331
 GC2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2331'STATION IS LOCATED ON THE PROPERTY OF C.E. ANDERSON ACROSS THE STREET
 GC2331'FROM THE LOUISVILLE AND NASHVILLE RAILROAD DEPOT IN GREENBRIER.  IT
 GC2331'IS 132 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE DEPOT, 61 FEET
 GC2331'NORTH OF THE NORTH CORNER OF A BRICK BUILDING AND 22 FEET
 GC2331'SOUTHWEST OF THE CENTER OF A PAVED STREET.  THE MARK IS FLUSH AND THE
 GC2331'DISK IS STAMPED GREENBRIER 1953.
 GC2331'
 GC2331'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE EAST CORNER OF A SMALL
 GC2331'SHED.  THE MARK IS FLUSH AND THE DISK IS STAMPED GREENBRIER NO 1
 GC2331'1953.
 GC2331'
 GC2331'4 WA (TT 48 B) (USGS) WAS USED AS A REFERENCE MARK.  IT IS IN A
 GC2331'CONCRETE WINDOW SILL IN THE NORTH CORNER OF A BRICK BUILDING.  THE
 GC2331'DISK IS A U.S. GEOLOGICAL SURVEY IN CO-OPERATION WITH THE STATE DISK,
 GC2331'SET FLUSH IN A DRILLHOLE IN THE CONCRETE SILL AND IT IS STAMPED
 GC2331'TT STA NO 48 B 1930 4 WA 1929.
 GC2331'
 GC2331'AZIMUTH MARK IS 61 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GC2331'RAILROAD TRACK, 16 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 GC2331'STREET AND 3 FEET SOUTH OF A WHITE WITNESS POST AND POWER POLE.  THE
 GC2331'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREENBRIER
 GC2331'1953.
 GC2331'
 GC2331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE EAST
 GC2331'SIDE OF THE RAILROAD TRACKS FOR 0.25 MILE TO THE MARK AS
 GC2331'DESCRIBED.
 GC2331'
 GC2331'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2487 ***********************************************************************
 FB2487  DESIGNATION -  GREENBRIER LOT
 FB2487  PID         -  FB2487
 FB2487  STATE/COUNTY-  TN/SEVIER
 FB2487  USGS QUAD   -  MOUNT GUYOT (1964)
 FB2487
 FB2487                         *CURRENT SURVEY CONTROL
 FB2487  ___________________________________________________________________
 FB2487* NAD 83(1995)-  35 43 06.62911(N)    083 20 46.88704(W)     ADJUSTED  
 FB2487* NAVD 88     -      1401.0    (meters)    4596.     (feet)  VERTCON   
 FB2487  ___________________________________________________________________
 FB2487  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 FB2487  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FB2487
 FB2487  HORZ ORDER  -  THIRD
 FB2487
 FB2487.The horizontal coordinates were established by classical geodetic methods
 FB2487.and adjusted by the National Geodetic Survey in April 1999..
 FB2487
 FB2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2487
 FB2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2487
 FB2487.The geoid height was determined by GEOID03.
 FB2487
 FB2487;                    North         East     Units Scale Factor Converg.
 FB2487;SPC TN       -   156,938.561   840,068.262   MT  0.99995043   +1 33 12.8
 FB2487;SPC TN       -   514,889.26  2,756,123.96   sFT  0.99995043   +1 33 12.8
 FB2487;UTM  17      - 3,955,265.532   287,760.362   MT  1.00015511   -1 22 13.2
 FB2487
 FB2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2487!SPC TN       -   0.99978475  x   0.99995043  =   0.99973519
 FB2487!UTM  17      -   0.99978475  x   1.00015511  =   0.99993982
 FB2487
 FB2487                          SUPERSEDED SURVEY CONTROL
 FB2487
 FB2487  NAD 83(1995)-  35 43 06.63431(N)    083 20 46.89208(W) AD(       ) 4
 FB2487  NAD 83(1986)-  35 43 06.63880(N)    083 20 46.88788(W) AD(       ) 4
 FB2487  NAD 27      -  35 43 06.29759(N)    083 20 47.32083(W) AD(       ) 3
 FB2487  NGVD 29 (07/19/86) 1401.1    (m)         4597.     (f) VERT ANG       
 FB2487
 FB2487.Superseded values are not recommended for survey control.
 FB2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2487.See file dsdata.txt to determine how the superseded data were derived.
 FB2487
 FB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8776055266(NAD 83)
 FB2487_MARKER: 57 = LOOKOUT TOWER
 FB2487
 FB2487  HISTORY     - Date     Condition        Report By
 FB2487  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2487
 FB2487                          STATION DESCRIPTION
 FB2487
 FB2487'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2487'GATLINBURG, 0.3 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2487'JUNCTION WITH STATE HIGHWAY 73, TURN E. (RIGHT) ON HIGHWAY 773 AND
 FB2487'GO 6.2 MI TO T-RD. S. AND SIGN GREENBRIER RANGER STATION, TURN S.
 FB2487'(RIGHT) AND GO 3.1 MI TO T-RD. E., TURN E. (LEFT) AND GO 1.6 MI TO
 FB2487'LOCKED GATE, CONTINUE 1.5 MI TO CIRCULAR DRIVE, TURN N. (LEFT) ON JEEP
 FB2487'TRAIL FOR ABOUT 2.0 MI TO END OF JEEP TRAIL, PACK 30 MINUTES NO
 FB2487'TRAIL TO TOP OF GREENBRIER PINNACLE, CENTERLINE OF 60 FT STEEL TOWER
 FB2487'DESIGNATED---GREENBRIER LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2330 ***********************************************************************
 GC2330  DESIGNATION -  GREENBRIER MUNICIPAL TANK
 GC2330  PID         -  GC2330
 GC2330  STATE/COUNTY-  TN/ROBERTSON
 GC2330  USGS QUAD   -  GREENBRIER (1981)
 GC2330
 GC2330                         *CURRENT SURVEY CONTROL
 GC2330  ___________________________________________________________________
 GC2330* NAD 83(1995)-  36 25 38.92236(N)    086 48 05.67041(W)     ADJUSTED  
 GC2330* NAVD 88     -                                                        
 GC2330  ___________________________________________________________________
 GC2330  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GC2330  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2330
 GC2330  HORZ ORDER  -  THIRD
 GC2330
 GC2330.The horizontal coordinates were established by classical geodetic methods
 GC2330.and adjusted by the National Geodetic Survey in April 1999..
 GC2330
 GC2330
 GC2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2330
 GC2330.The geoid height was determined by GEOID03.
 GC2330
 GC2330;                    North         East     Units Scale Factor Converg.
 GC2330;SPC TN       -   232,642.786   528,119.756   MT  1.00000194   -0 28 09.4
 GC2330;SPC TN       -   763,262.21  1,732,672.90   sFT  1.00000194   -0 28 09.4
 GC2330;UTM  16      - 4,031,382.044   517,786.561   MT  0.99960390   +0 07 04.2
 GC2330
 GC2330                          SUPERSEDED SURVEY CONTROL
 GC2330
 GC2330  NAD 83(1995)-  36 25 38.92349(N)    086 48 05.67231(W) AD(       ) 4
 GC2330  NAD 83(1995)-  36 25 38.92703(N)    086 48 05.67460(W) AD(       ) 4
 GC2330  NAD 83(1986)-  36 25 38.93184(N)    086 48 05.67434(W) AD(       ) 4
 GC2330  NAD 27      -  36 25 38.76200(N)    086 48 05.68100(W) AD(       ) 3
 GC2330
 GC2330.Superseded values are not recommended for survey control.
 GC2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2330.See file dsdata.txt to determine how the superseded data were derived.
 GC2330
 GC2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1778731382(NAD 83)
 GC2330_MARKER: 53 = ELEVATED TANK
 GC2330_SETTING: 0 = UNSPECIFIED SETTING
 GC2330
 GC2330  HISTORY     - Date     Condition        Report By
 GC2330  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2330  HISTORY     - 1959     GOOD             CGS
 GC2330  HISTORY     - 1970     GOOD             NGS
 GC2330
 GC2330                          STATION DESCRIPTION
 GC2330
 GC2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2330'STATION IS THE BALL AT THE TOP OF THE MUNICIPAL WATER TANK, LOCATED
 GC2330'IN THE EAST PART OF GREENBRIER ABOUT 50 FEET NORTH OF COLLEGE
 GC2330'STREET. IT IS A STEEL TANK MOUNTED ON A 4 LEGGED STEEL STRUCTURE, IS
 GC2330'ABOUT 150 FEET HIGH AND IS PAINTED SILVER.
 GC2330
 GC2330                          STATION RECOVERY (1959)
 GC2330
 GC2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2330'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2330
 GC2330                          STATION RECOVERY (1970)
 GC2330
 GC2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2330'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3402 ***********************************************************************
 GA3402  DESIGNATION -  GREENEVILLE
 GA3402  PID         -  GA3402
 GA3402  STATE/COUNTY-  TN/GREENE
 GA3402  USGS QUAD   -  GREENEVILLE (1961)
 GA3402
 GA3402                         *CURRENT SURVEY CONTROL
 GA3402  ___________________________________________________________________
 GA3402* NAD 83(1995)-  36 10 53.49356(N)    082 48 59.07479(W)     ADJUSTED  
 GA3402* NAVD 88     -       513.7    (meters)    1685.     (feet)  VERTCON   
 GA3402  ___________________________________________________________________
 GA3402  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GA3402  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA3402
 GA3402  HORZ ORDER  -  SECOND
 GA3402
 GA3402.The horizontal coordinates were established by classical geodetic methods
 GA3402.and adjusted by the National Geodetic Survey in April 1999..
 GA3402
 GA3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3402
 GA3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3402
 GA3402.The geoid height was determined by GEOID03.
 GA3402
 GA3402;                    North         East     Units Scale Factor Converg.
 GA3402;SPC TN       -   209,714.269   886,324.941   MT  0.99996674   +1 51 49.7
 GA3402;SPC TN       -   688,037.56  2,907,884.41   sFT  0.99996674   +1 51 49.7
 GA3402;UTM  17      - 4,005,611.432   336,658.952   MT  0.99992874   -1 04 21.2
 GA3402
 GA3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3402!SPC TN       -   0.99992430  x   0.99996674  =   0.99989104
 GA3402!UTM  17      -   0.99992430  x   0.99992874  =   0.99985304
 GA3402
 GA3402:                Primary Azimuth Mark                     Grid Az
 GA3402:SPC TN       -  GREENEVILLE AZ MK                        046 06 13.8
 GA3402:UTM  17      -  GREENEVILLE AZ MK                        049 02 24.7
 GA3402
 GA3402|---------------------------------------------------------------------|
 GA3402| PID    Reference Object                     Distance      Geod. Az  |
 GA3402|                                                           dddmmss.s |
 GA3402| DB9865 GREENEVILLE AZ MK                                  0475803.5 |
 GA3402| DB9866 GREENEVILLE RM 1                     39.929 METERS 05249     |
 GA3402| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.19.8 KM 1523313.5 |
 GA3402| GA3400 GREENEVILLE HIGHER TWO SPIPES       APPROX. 1.9 KM 2285748.9 |
 GA3402| GA3404 GREENEVILLE 2                         5.893 METERS 25257     |
 GA3402| DB9867 GREENEVILLE RM 2                     27.203 METERS 27958     |
 GA3402|---------------------------------------------------------------------|
 GA3402
 GA3402                          SUPERSEDED SURVEY CONTROL
 GA3402
 GA3402  NAD 83(1995)-  36 10 53.49703(N)    082 48 59.07892(W) AD(       ) 2
 GA3402  NAD 83(1995)-  36 10 53.50363(N)    082 48 59.08441(W) AD(       ) 2
 GA3402  NAD 83(1995)-  36 10 53.49879(N)    082 48 59.07758(W) AD(       ) 2
 GA3402  NAD 83(1986)-  36 10 53.50278(N)    082 48 59.07843(W) AD(       ) 2
 GA3402  NAD 27      -  36 10 53.12900(N)    082 48 59.52900(W) AD(       ) 2
 GA3402  NGVD 29 (07/19/86)  513.8    (m)         1686.     (f) VERT ANG       
 GA3402
 GA3402.Superseded values are not recommended for survey control.
 GA3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3402.See file dsdata.txt to determine how the superseded data were derived.
 GA3402
 GA3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3665905611(NAD 83)
 GA3402_MARKER: DS = TRIANGULATION STATION DISK
 GA3402_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GA3402
 GA3402  HISTORY     - Date     Condition        Report By
 GA3402  HISTORY     - 1934     MONUMENTED       CGS
 GA3402  HISTORY     - 1950     GOOD             TVA
 GA3402  HISTORY     - 1961     GOOD             CGS
 GA3402  HISTORY     - 1974     GOOD             NGS
 GA3402
 GA3402                          STATION DESCRIPTION
 GA3402
 GA3402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3402'ABOUT 1.55 MILES NORTHEAST ALONG STATE ROUTE 93 FROM COURTHOUSE IN
 GA3402'GREENEVILLE, AT
 GA3402'TOP OF GRADE, IN FENCE LINE ON WEST SIDE OF SMALL
 GA3402'ORCHARD, 125 FEET NORTH OF SMALL
 GA3402'WHITE HOUSE ON EAST SIDE OF HIGHWAY,
 GA3402'AND 30.1 FEET EAST OF CENTER OF HIGHWAY.  SURFACE
 GA3402'AND UNDERGROUND
 GA3402'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3402'REFERENCE AND
 GA3402'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GA3402'NO. 1 IS ALONG EAST
 GA3402'EDGE OF HIGHWAY AND 131.45 FEET
 GA3402'(SLOPE DISTANCE) FROM STATION N 52 DEG 40 MIN E.
 GA3402'NO. 2 IS
 GA3402'ON WEST SIDE OF HIGHWAY AND 89.25 FEET (SLOPE DISTANCE) FROM
 GA3402'STATION N 80 DEG 01 MIN W.
 GA3402'AZIMUTH MARK IS 40 FEET NORTH OF T-ROAD
 GA3402'EAST, 20 FEET EAST OF
 GA3402'CENTER OF HIGHWAY, 3 FEET FROM TELEPHONE POLE,
 GA3402'AND ABOUT 0.2 MILE (BY ROAD) FROM
 GA3402'STATION N 47 DEG 58 MIN E.
 GA3402'BEARING FROM STATION TO GREENEVILLE,
 GA3402'STANDPIPE, HIGHER OF
 GA3402'TWO, DISTANT 1.2 MILES, IS S 48 DEG 57 MIN W.
 GA3402
 GA3402                          STATION RECOVERY (1950)
 GA3402
 GA3402'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA3402'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE FOLLOWING CHANGES IN
 GA3402'1.  DISTANCE FROM
 GA3402'HOUSE IS 162 FEET, DIRECTION FROM HWY 93 IS SE,
 GA3402'ADD- 9.4 FEET N 33 DEG E TO NAIL AND
 GA3402'BOTTLE CAP ON POWER POLE, SIGN SET
 GA3402'1.4 FEET S 86 DEG W FROM STATION .
 GA3402'
 GA3402'2.  R.M. 2 IS 19.1 FEET S 84 DEG E TO NAIL AND BOTTLE CAP IN TELEPHONE
 GA3402'POLE.
 GA3402'
 GA3402'3.  R.M. 1 IS 94.4 FEET N 45 DEG E TO NAIL AND CAP IN TELEPHONE POLE.
 GA3402'
 GA3402'4.  AZIMUTH MARK IS 0.8 FOOT TO TELEPHONE POLE.
 GA3402
 GA3402                          STATION RECOVERY (1961)
 GA3402
 GA3402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3402'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GA3402'AZIMUTH MARK ARE IN GOOD
 GA3402'CONDITION.  A 90 FOOT SIGNAL WAS BUILT 6.565 METERS
 GA3402'ECCENTRIC DUE TO POWER LINES ABOVE
 GA3402'THE STATION MARK.  AN EXCESSIVE
 GA3402'AMOUNT OF CLEARING WOULD BE REQUIRED TO OBSERVE THE
 GA3402'REFERENCE AND
 GA3402'AZIMUTH MARKS.  THE ORIGINAL TO REACH IS ADEQUATE.
 GA3402'
 GA3402'FOLLOWING IS ADDITIONAL REFERENCES.
 GA3402'
 GA3402'THE STATION MARK IS 1.4 FEET WEST OF A WITNESS POST AND SIGN.
 GA3402'
 GA3402'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GA3402'93 AND 4 FEET NORTH OF A
 GA3402'WIRE FENCE AND CEDAR TREE.
 GA3402'
 GA3402'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF THE CENTER OF STATE
 GA3402'HIGHWAY 93 AND 4 FEET
 GA3402'SOUTHEAST OF A WIRE FENCE.
 GA3402
 GA3402                          STATION RECOVERY (1974)
 GA3402
 GA3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3402'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 GA3402'IN GOOD CONDITION.  THE SLOPE DISTANCE TO REFERENCE MARK 1 CHECKED
 GA3402'AND A HORIZONTAL MEASUREMENT WAS MADE AT THIS TIME.  THE DISTANCE
 GA3402'TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 2 WAS NOT FOUND AND
 GA3402'ASSUMED TO HAVE BEEN DESTROYED.  THE STATION MARK IS VERY NEAR
 GA3402'A DEEP CUT-BANK AND A NEW STATION GREENEVILLE 2 1974 WAS
 GA3402'ESTABLISHED.  IT IS POSSIBLE THAT THE STATION WILL NOT BE
 GA3402'DESTROYED AND A NEW DESCRIPTION FOLLOWS--
 GA3402'
 GA3402'THE STATION IS 2 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF
 GA3402'A DEEP CUT-BANK, 30 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 GA3402'HIGHWAY 93 AND 124 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY.
 GA3402'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GREENEVILLE
 GA3402'1934.
 GA3402'
 GA3402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND U.S.
 GA3402'HIGHWAY 11 E (BY-PASS) AT THE NORTHEAST EDGE OF GREENEVILLE, GO
 GA3402'NORTHEAST ON HIGHWAY 93 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GA3402'CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 GA3402'ON THE RIGHT.
 GA3402'
 GA3402'REFERENCE MARK 1 IS 2 FEET SOUTH OF A POWER POLE AND 24 FEET
 GA3402'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 4
 GA3402'INCHES AND THE DISK IS STAMPED GREENEVILLE NO 1 1934.
 GA3402'
 GA3402'GREENEVILLE 2 1974 IS 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3402'HIGHWAY, 41 FEET NORTHEAST OF AN 8 INCH CEDAR TREE, 106 FEET
 GA3402'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY AND 17 FEET WEST OF THE
 GA3402'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GA3402'GREENEVILLE 2 1974.
 GA3402'
 GA3402'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3402'HIGHWAY, 44 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 39
 GA3402'FEET NORTHEAST OF THE CENTERLINE OF A STREET, 12 FEET SOUTHWEST OF
 GA3402'A 10 INCH ELM TREE AND 4 FEET SOUTHEAST OF A LOW CONCRETE BLOCK
 GA3402'RETAINING WALL.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GA3402'STAMPED GREENEVILLE AZI 1934.
 GA3402'
 GA3402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTHEAST
 GA3402'EDGE OF GREENEVILLE.
 GA3402'
 GA3402'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3404 ***********************************************************************
 GA3404  DESIGNATION -  GREENEVILLE 2
 GA3404  PID         -  GA3404
 GA3404  STATE/COUNTY-  TN/GREENE
 GA3404  USGS QUAD   -  GREENEVILLE (1961)
 GA3404
 GA3404                         *CURRENT SURVEY CONTROL
 GA3404  ___________________________________________________________________
 GA3404* NAD 83(1995)-  36 10 53.43751(N)    082 48 59.30026(W)     ADJUSTED  
 GA3404* NAVD 88     -       513.7    (meters)    1685.     (feet)  VERTCON   
 GA3404  ___________________________________________________________________
 GA3404  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GA3404  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA3404
 GA3404  HORZ ORDER  -  SECOND
 GA3404
 GA3404.The horizontal coordinates were established by classical geodetic methods
 GA3404.and adjusted by the National Geodetic Survey in April 1999..
 GA3404
 GA3404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3404
 GA3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3404
 GA3404.The geoid height was determined by GEOID03.
 GA3404
 GA3404;                    North         East     Units Scale Factor Converg.
 GA3404;SPC TN       -   209,712.359   886,319.367   MT  0.99996673   +1 51 49.5
 GA3404;SPC TN       -   688,031.30  2,907,866.12   sFT  0.99996673   +1 51 49.5
 GA3404;UTM  17      - 4,005,609.810   336,653.287   MT  0.99992877   -1 04 21.3
 GA3404
 GA3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3404!SPC TN       -   0.99992430  x   0.99996673  =   0.99989103
 GA3404!UTM  17      -   0.99992430  x   0.99992877  =   0.99985307
 GA3404
 GA3404:                Primary Azimuth Mark                     Grid Az
 GA3404:SPC TN       -  GREENEVILLE AZ MK                        046 33 58.9
 GA3404:UTM  17      -  GREENEVILLE AZ MK                        049 30 09.7
 GA3404
 GA3404|---------------------------------------------------------------------|
 GA3404| PID    Reference Object                     Distance      Geod. Az  |
 GA3404|                                                           dddmmss.s |
 GA3404| DB9865 GREENEVILLE AZ MK                                  0482548.4 |
 GA3404| DB9866 GREENEVILLE RM 1                     45.510 METERS 05523     |
 GA3404| GA3402 GREENEVILLE                           5.893 METERS 07257     |
 GA3404| DB9868 GREENEVILLE 2 RM 3                    5.554 METERS 23310     |
 GA3404|---------------------------------------------------------------------|
 GA3404
 GA3404                          SUPERSEDED SURVEY CONTROL
 GA3404
 GA3404  NAD 83(1995)-  36 10 53.44098(N)    082 48 59.30440(W) AD(       ) 2
 GA3404  NAD 83(1995)-  36 10 53.44757(N)    082 48 59.30989(W) AD(       ) 2
 GA3404  NAD 83(1995)-  36 10 53.44274(N)    082 48 59.30306(W) AD(       ) 2
 GA3404  NAD 83(1986)-  36 10 53.44673(N)    082 48 59.30390(W) AD(       ) 2
 GA3404  NAD 27      -  36 10 53.07294(N)    082 48 59.75446(W) AD(       ) 2
 GA3404  NGVD 29 (07/19/86)  513.8    (m)         1686.     (f) VERT ANG       
 GA3404
 GA3404.Superseded values are not recommended for survey control.
 GA3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3404.See file dsdata.txt to determine how the superseded data were derived.
 GA3404
 GA3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3665305610(NAD 83)
 GA3404_MARKER: DS = TRIANGULATION STATION DISK
 GA3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3404
 GA3404  HISTORY     - Date     Condition        Report By
 GA3404  HISTORY     - 1974     MONUMENTED       NGS
 GA3404
 GA3404                          STATION DESCRIPTION
 GA3404
 GA3404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3404'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF GREENEVILLE, 27 FEET
 GA3404'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 93, 41 FEET NORTHEAST
 GA3404'OF AN 8 INCH CEDAR TREE, 106 FEET NORTHEAST OF THE CENTERLINE OF A
 GA3404'DRIVEWAY AND 17 FEET WEST OF A POWER POLE.  THE MONUMENT IS FLUSH
 GA3404'AND THE DISK IS STAMPED GREENEVILLE 2 1974.
 GA3404'
 GA3404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND U.S.
 GA3404'HIGHWAY 11 E (BY-PASS) AT THE NORTHEAST EDGE OF GREENEVILLE, GO
 GA3404'NORTHEAST ON HIGHWAY 93 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GA3404'CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 GA3404'ON THE RIGHT.
 GA3404'
 GA3404'REFERENCE MARK 1 IS 2 FEET SOUTH OF A POWER POLE AND 24 FEET
 GA3404'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 GA3404'4 INCHES AND THE DISK IS STAMPED GREENEVILLE NO 1 1934.
 GA3404'
 GA3404'REFERENCE MARK 3 IS 88 FEET NORTHEAST OF THE CENTERLINE OF THE
 GA3404'DRIVEWAY, 23 FEET NORTHEAST OF THE CEDAR TREE AND 30 FEET SOUTHEAST
 GA3404'OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE
 GA3404'DISK IS STAMPED GREENEVILLE 2 NO 3 1974.
 GA3404'
 GA3404'GREENEVILLE 1934 IS 2 FEET NORTHEAST OF A POWER POLE, 1 FOOT
 GA3404'SOUTHWEST OF A DEEP CUT BANK, 30 FEET SOUTHEAST OF THE CENTERLINE OF
 GA3404'THE HIGHWAY AND 124 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY.
 GA3404'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GREENEVILLE 1934.
 GA3404'
 GA3404'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3404'HIGHWAY, 44 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 39
 GA3404'FEET NORTHEAST OF THE CENTERLINE OF A STREET, 12 FEET SOUTHWEST OF
 GA3404'A 10 INCH ELM TREE AND 4 FEET SOUTHEAST OF A LOW CONCRETE BLOCK
 GA3404'RETAINING WALL.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GA3404'STAMPED GREENEVILLE AZI 1934.
 GA3404'
 GA3404'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3400 ***********************************************************************
 GA3400  DESIGNATION -  GREENEVILLE HIGHER TWO SPIPES
 GA3400  PID         -  GA3400
 GA3400  STATE/COUNTY-  TN/GREENE
 GA3400  USGS QUAD   -  GREENEVILLE (1961)
 GA3400
 GA3400                         *CURRENT SURVEY CONTROL
 GA3400  ___________________________________________________________________
 GA3400* NAD 83(1995)-  36 10 12.03066(N)    082 49 57.82011(W)     ADJUSTED  
 GA3400* NAVD 88     -                                                        
 GA3400  ___________________________________________________________________
 GA3400  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA3400  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA3400
 GA3400  HORZ ORDER  -  THIRD
 GA3400
 GA3400.The horizontal coordinates were established by classical geodetic methods
 GA3400.and adjusted by the National Geodetic Survey in April 1999..
 GA3400
 GA3400
 GA3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3400
 GA3400.The geoid height was determined by GEOID03.
 GA3400
 GA3400;                    North         East     Units Scale Factor Converg.
 GA3400;SPC TN       -   208,389.359   884,899.189   MT  0.99996554   +1 51 15.3
 GA3400;SPC TN       -   683,690.76  2,903,206.76   sFT  0.99996554   +1 51 15.3
 GA3400;UTM  17      - 4,004,361.337   335,167.254   MT  0.99993478   -1 04 54.8
 GA3400
 GA3400                          SUPERSEDED SURVEY CONTROL
 GA3400
 GA3400  NAD 83(1995)-  36 10 12.03519(N)    082 49 57.82295(W) AD(       ) 4
 GA3400  NAD 83(1995)-  36 10 12.04084(N)    082 49 57.82945(W) AD(       ) 4
 GA3400  NAD 83(1995)-  36 10 12.03984(N)    082 49 57.81722(W) AD(       ) 4
 GA3400  NAD 83(1986)-  36 10 12.04401(N)    082 49 57.81827(W) AD(       ) 4
 GA3400  NAD 27      -  36 10 11.66000(N)    082 49 58.28000(W) AD(       ) 3
 GA3400
 GA3400.Superseded values are not recommended for survey control.
 GA3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3400.See file dsdata.txt to determine how the superseded data were derived.
 GA3400
 GA3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3516704361(NAD 83)
 GA3400_MARKER: 52 = STANDPIPE TANK
 GA3400
 GA3400  HISTORY     - Date     Condition        Report By
 GA3400  HISTORY     - 1934     FIRST OBSERVED   CGS
 GA3400  HISTORY     - 1981     GOOD             LOCENG
 GA3400
 GA3400                          STATION DESCRIPTION
 GA3400
 GA3400'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (CTJ)
 GA3400'THE DESCRIPTION CALLS FOR THE HIGHER OF TWO STANDPIPES.  THERE IS NO
 GA3400'VISUAL EVIDENCE OF ANY DIFFERENCE IN HEIGHT.  A MORE PRECISE
 GA3400'LOCATION OF THE MARK WOULD BE GREATLY APPRECIATED.
 GA3400'
 GA3400'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GREENEVILLE (1.2 MILES
 GA3400'FROM STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3401 ***********************************************************************
 GA3401  DESIGNATION -  GREENEVILLE MUNICIPAL TANK
 GA3401  PID         -  GA3401
 GA3401  STATE/COUNTY-  TN/GREENE
 GA3401  USGS QUAD   -  GREENEVILLE (1961)
 GA3401
 GA3401                         *CURRENT SURVEY CONTROL
 GA3401  ___________________________________________________________________
 GA3401* NAD 83(1995)-  36 10 12.28073(N)    082 49 56.87153(W)     ADJUSTED  
 GA3401* NAVD 88     -                                                        
 GA3401  ___________________________________________________________________
 GA3401  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GA3401  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA3401
 GA3401  HORZ ORDER  -  THIRD
 GA3401
 GA3401.The horizontal coordinates were established by classical geodetic methods
 GA3401.and adjusted by the National Geodetic Survey in April 1999..
 GA3401
 GA3401
 GA3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3401
 GA3401.The geoid height was determined by GEOID03.
 GA3401
 GA3401;                    North         East     Units Scale Factor Converg.
 GA3401;SPC TN       -   208,397.829   884,922.633   MT  0.99996555   +1 51 15.8
 GA3401;SPC TN       -   683,718.54  2,903,283.67   sFT  0.99996555   +1 51 15.8
 GA3401;UTM  17      - 4,004,368.596   335,191.101   MT  0.99993468   -1 04 54.2
 GA3401
 GA3401                          SUPERSEDED SURVEY CONTROL
 GA3401
 GA3401  NAD 83(1995)-  36 10 12.28396(N)    082 49 56.87613(W) AD(       ) 4
 GA3401  NAD 83(1995)-  36 10 12.29125(N)    082 49 56.88103(W) AD(       ) 4
 GA3401  NAD 83(1995)-  36 10 12.28576(N)    082 49 56.87458(W) AD(       ) 4
 GA3401  NAD 83(1986)-  36 10 12.28975(N)    082 49 56.87577(W) AD(       ) 4
 GA3401  NAD 27      -  36 10 11.91700(N)    082 49 57.32600(W) AD(       ) 3
 GA3401
 GA3401.Superseded values are not recommended for survey control.
 GA3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3401.See file dsdata.txt to determine how the superseded data were derived.
 GA3401
 GA3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3519104369(NAD 83)
 GA3401_MARKER: 51 = TANK
 GA3401
 GA3401  HISTORY     - Date     Condition        Report By
 GA3401  HISTORY     - 1961     FIRST OBSERVED   CGS
 GA3401
 GA3401                          STATION DESCRIPTION
 GA3401
 GA3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3401'THE STATION IS LOCATED IN THE WESTERN PART OF GREENEVILLE AND 0.05
 GA3401'MILE SOUTH OF THE JUNCTION
 GA3401'OF NELSON STREET AND HIGHLAND AVENUE.
 GA3401'
 GA3401'THE STATION IS A ROUND STRUCTURE, SILVER IN COLOR AND THE OVER-ALL
 GA3401'HEIGHT IS ABOUT 80 FEET.
 GA3401'THE POINT OF INTERSECTION WAS THE VERTEX BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0362 ***********************************************************************
 GD0362  DESIGNATION -  GREENFIELD AZ MK
 GD0362  PID         -  GD0362
 GD0362  STATE/COUNTY-  TN/WEAKLEY
 GD0362  USGS QUAD   -  GREENFIELD (1985)
 GD0362
 GD0362                         *CURRENT SURVEY CONTROL
 GD0362  ___________________________________________________________________
 GD0362* NAD 83(1986)-  36 09 11.     (N)    088 48 01.     (W)     SCALED    
 GD0362* NAVD 88     -       131.397  (meters)     431.09   (feet)  ADJUSTED  
 GD0362  ___________________________________________________________________
 GD0362  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0362  DYNAMIC HT  -         131.288 (meters)     430.73  (feet)  COMP
 GD0362  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GD0362
 GD0362  VERT ORDER  -  FIRST     CLASS II
 GD0362
 GD0362.The horizontal coordinates were scaled from a topographic map and have
 GD0362.an estimated accuracy of +/- 6 seconds.
 GD0362
 GD0362.The orthometric height was determined by differential leveling
 GD0362.and adjusted by the National Geodetic Survey in June 1991..
 GD0362
 GD0362.The geoid height was determined by GEOID03.
 GD0362
 GD0362.The dynamic height is computed by dividing the NAVD 88
 GD0362.geopotential number by the normal gravity value computed on the
 GD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0362.degrees latitude (g = 980.6199 gals.).
 GD0362
 GD0362.The modeled gravity was interpolated from observed gravity values.
 GD0362
 GD0362;                    North         East    Units  Estimated Accuracy
 GD0362;SPC TN       -   205,500.      348,050.      MT  (+/- 180 meters Scaled)
 GD0362
 GD0362                          SUPERSEDED SURVEY CONTROL
 GD0362
 GD0362  NGVD 29 (??/??/??)  131.425  (m)          431.18   (f) ADJUSTED    1 2
 GD0362
 GD0362.Superseded values are not recommended for survey control.
 GD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0362.See file dsdata.txt to determine how the superseded data were derived.
 GD0362
 GD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0362_MARKER: DZ = AZIMUTH MARK DISK
 GD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0362_STAMPING: GREENFIELD AZI 1934
 GD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0362+STABILITY: SURFACE MOTION
 GD0362
 GD0362  HISTORY     - Date     Condition        Report By
 GD0362  HISTORY     - 1934     MONUMENTED       CGS
 GD0362  HISTORY     - 1967     GOOD             CGS
 GD0362  HISTORY     - 20020826 MARK NOT FOUND   USACE
 GD0362
 GD0362                          STATION DESCRIPTION
 GD0362
 GD0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0362'AT GREENFIELD.
 GD0362'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 124 AND U.S.
 GD0362'HIGHWAY 45E AND STATE ROUTE 54 IN GREENFIELD, GO SOUTH ON U.S.
 GD0362'HIGHWAY 45E AND STATE ROUTE 54 FOR 0.3 MILE TO THE MARK ON THE
 GD0362'RIGHT.  IT IS ALONG THE WEST RIGHT-OF-WAY OF THE HIGHWAYS, 49
 GD0362'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FILLING STATION,
 GD0362'19 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E AND
 GD0362'STATE ROUTE 54, 3.5 FEET NORTHWEST OF UTILITY POLE NO. 222, AND
 GD0362'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0362'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND,
 GD0362'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GREENFIELD AZI
 GD0362'1934.  NOTE-- THE ORIGINAL BENCH MARK DESCRIPTION STATED THAT THE
 GD0362'D WAS OMITTED IN THE STAMPING OF THE MARK.  THIS IS IN ERROR.
 GD0362
 GD0362                          STATION RECOVERY (2002)
 GD0362
 GD0362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0362'MARK DESTROYED. HWY HAS BEEN WIDENED AND FILLING STATION HAS BEEN
 GD0362'BUILT WITH A NEW CAR WASH IN SITE AREA AND PAVED ENTIRE AREA WITH
 GD0362'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1500 ***********************************************************************
 GD1500  DESIGNATION -  GREENFIELD MUNICIPAL TANK
 GD1500  PID         -  GD1500
 GD1500  STATE/COUNTY-  TN/WEAKLEY
 GD1500  USGS QUAD   -  GREENFIELD (1985)
 GD1500
 GD1500                         *CURRENT SURVEY CONTROL
 GD1500  ___________________________________________________________________
 GD1500* NAD 83(1995)-  36 09 18.02566(N)    088 47 59.20467(W)     ADJUSTED  
 GD1500* NAVD 88     -                                                        
 GD1500  ___________________________________________________________________
 GD1500  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GD1500  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1500
 GD1500  HORZ ORDER  -  THIRD
 GD1500
 GD1500.The horizontal coordinates were established by classical geodetic methods
 GD1500.and adjusted by the National Geodetic Survey in April 1999..
 GD1500
 GD1500
 GD1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1500
 GD1500.The geoid height was determined by GEOID03.
 GD1500
 GD1500;                    North         East     Units Scale Factor Converg.
 GD1500;SPC TN       -   205,717.764   348,099.949   MT  0.99996404   -1 38 20.8
 GD1500;SPC TN       -   674,925.70  1,142,057.92   sFT  0.99996404   -1 38 20.8
 GD1500;UTM  16      - 4,002,641.703   338,100.058   MT  0.99992297   -1 03 43.4
 GD1500
 GD1500                          SUPERSEDED SURVEY CONTROL
 GD1500
 GD1500  NAD 83(1995)-  36 09 18.02767(N)    088 47 59.20770(W) AD(       ) 4
 GD1500  NAD 83(1995)-  36 09 18.02780(N)    088 47 59.20817(W) AD(       ) 4
 GD1500  NAD 83(1986)-  36 09 18.03778(N)    088 47 59.20355(W) AD(       ) 4
 GD1500  NAD 27      -  36 09 17.80600(N)    088 47 58.98500(W) AD(       ) 3
 GD1500
 GD1500.Superseded values are not recommended for survey control.
 GD1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1500.See file dsdata.txt to determine how the superseded data were derived.
 GD1500
 GD1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3810002642(NAD 83)
 GD1500_MARKER: 53 = ELEVATED TANK
 GD1500
 GD1500  HISTORY     - Date     Condition        Report By
 GD1500  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1500  HISTORY     - 1967     GOOD             CGS
 GD1500
 GD1500                          STATION DESCRIPTION
 GD1500
 GD1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1500'THE STATION WAS RECOVERED AND IT WAS PROVEN THAT IT OCCUPIES THE SAME
 GD1500'POSITION AS THE BLACK TANK INTERSECTED IN 1934, BY OCCUPYING
 GD1500'TRIANGULATION STATION GREENFIELD 1934 AND CHECKING THE ANGLE
 GD1500'BETWEEN THE AZIMUTH MARK AND THIS WATER TANK.  NO DESCRIPTION OF
 GD1500'THIS WATER TANK HAS EVER BEEN WRITTEN PRIOR TO THIS TIME.
 GD1500'
 GD1500'THE STATION IS LOCATED IN BACK OF THE GREENFIELD CITY HALL ON NORTH
 GD1500'FRONT STREET IN GREENFIELD.
 GD1500'
 GD1500'IT IS 70 FEET EAST OF THE SOUTHEAST CORNER OF THE CITY HALL BUILDING
 GD1500'AND 20 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE RESERVOIR.  IT IS
 GD1500'A FOUR LEGGED, STEEL TRUSSWORK STRUCTURE SUPPORTING THE TANK
 GD1500'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX OF THE ROOF, IS
 GD1500'PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 105 FEET.  THE
 GD1500'POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1500'
 GD1500'NOTE - THIS IS THE ONLY WATER TANK THAT EVER EXISTED IN GREENFIELD
 GD1500'PRIOR TO 1964.
 GD1500'
 GD1500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT GREENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0357 ***********************************************************************
 GD0357  DESIGNATION -  GREENFIELD RESET
 GD0357  PID         -  GD0357
 GD0357  STATE/COUNTY-  TN/WEAKLEY
 GD0357  USGS QUAD   -  GREENFIELD (1985)
 GD0357
 GD0357                         *CURRENT SURVEY CONTROL
 GD0357  ___________________________________________________________________
 GD0357* NAD 83(1986)-  36 09 11.     (N)    088 48 02.     (W)     SCALED    
 GD0357* NAVD 88     -       131.72   (+/-2cm)     432.2    (feet)  VERTCON   
 GD0357  ___________________________________________________________________
 GD0357  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0357
 GD0357  VERT ORDER  -  THIRD (See Below)
 GD0357
 GD0357.The horizontal coordinates were scaled from a topographic map and have
 GD0357.an estimated accuracy of +/- 6 seconds.
 GD0357
 GD0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0357.The vertical order pertains to the NGVD 29 superseded value.
 GD0357
 GD0357.The geoid height was determined by GEOID03.
 GD0357
 GD0357;                    North         East    Units  Estimated Accuracy
 GD0357;SPC TN       -   205,500.      348,020.      MT  (+/- 180 meters Scaled)
 GD0357
 GD0357                          SUPERSEDED SURVEY CONTROL
 GD0357
 GD0357  NGVD 29 (??/??/??)  131.75   (m)          432.2    (f) RESET       3  
 GD0357
 GD0357.Superseded values are not recommended for survey control.
 GD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0357.See file dsdata.txt to determine how the superseded data were derived.
 GD0357
 GD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0357_MARKER: DS = TRIANGULATION STATION DISK
 GD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0357_STAMPING: GREENFIELD 1934 1967 BM RESET
 GD0357_MARK LOGO: CGS   
 GD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0357+STABILITY: SURFACE MOTION
 GD0357
 GD0357  HISTORY     - Date     Condition        Report By
 GD0357  HISTORY     - 1967     MONUMENTED       CGS
 GD0357
 GD0357                          STATION DESCRIPTION
 GD0357
 GD0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0357'AT GREENFIELD.
 GD0357'THIS MARK IS LOCATED ON THE PROPERTY OF THE ILLINOIS CENTRAL
 GD0357'RAILROAD AT GREENFIELD AT THE SITE OF TRIANGULATION STATION
 GD0357'GREENFIELD 1934 1967.  IT IS ABOUT 225 FEET SOUTH AND ACROSS
 GD0357'STATE ROUTE 124 FROM THE NEW RAILROAD STATION, 55 FEET SOUTH OF
 GD0357'THE APPROXIMATE CENTER OF STATE ROUTE 124, 24.4 FEET EAST OF THE
 GD0357'EAST RAIL OF THE MAIN LINE, 24.4 FEET WEST OF THE WEST RAIL OF
 GD0357'THE MOST EASTERLY OF THREE SETS OF RAILROAD TRACKS, AND IN A
 GD0357'LOADING AREA.  IT IS A STANDARD TRIANGULATION STATION DISK SET
 GD0357'IN THE TOP OF A 10-INCH CONCRETE TILE FILLED WITH CONCRETE, IS
 GD0357'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD0357'GREENFIELD 1934 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0358 ***********************************************************************
 GD0358  DESIGNATION -  GREENFIELD RM 3
 GD0358  PID         -  GD0358
 GD0358  STATE/COUNTY-  TN/WEAKLEY
 GD0358  USGS QUAD   -  GREENFIELD (1985)
 GD0358
 GD0358                         *CURRENT SURVEY CONTROL
 GD0358  ___________________________________________________________________
 GD0358* NAD 83(1986)-  36 09 11.     (N)    088 48 02.     (W)     SCALED    
 GD0358* NAVD 88     -       131.58   (+/-2cm)     431.7    (feet)  VERTCON   
 GD0358  ___________________________________________________________________
 GD0358  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0358
 GD0358  VERT ORDER  -  THIRD (See Below)
 GD0358
 GD0358.The horizontal coordinates were scaled from a topographic map and have
 GD0358.an estimated accuracy of +/- 6 seconds.
 GD0358
 GD0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0358.The vertical order pertains to the NGVD 29 superseded value.
 GD0358
 GD0358.The geoid height was determined by GEOID03.
 GD0358
 GD0358;                    North         East    Units  Estimated Accuracy
 GD0358;SPC TN       -   205,500.      348,020.      MT  (+/- 180 meters Scaled)
 GD0358
 GD0358                          SUPERSEDED SURVEY CONTROL
 GD0358
 GD0358  NGVD 29 (??/??/??)  131.61   (m)          431.8    (f) RESET       3  
 GD0358
 GD0358.Superseded values are not recommended for survey control.
 GD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0358.See file dsdata.txt to determine how the superseded data were derived.
 GD0358
 GD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0358_MARKER: DR = REFERENCE MARK DISK
 GD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0358_STAMPING: GREENFIELD 1934 NO 3 1967
 GD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0358+STABILITY: SURFACE MOTION
 GD0358
 GD0358  HISTORY     - Date     Condition        Report By
 GD0358  HISTORY     - 1967     MONUMENTED       CGS
 GD0358
 GD0358                          STATION DESCRIPTION
 GD0358
 GD0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0358'AT GREENFIELD.
 GD0358'THIS MARK IS LOCATED ON THE PROPERTY OF THE ILLINOIS CENTRAL
 GD0358'RAILROAD AT GREENFIELD, TENN. AND NEAR THE SITE OF TRIANGULATION
 GD0358'STATION GREENFIELD 1934 1967.  IT IS 98 FEET SOUTH OF THE
 GD0358'APPROXIMATE CENTER OF STATE ROUTE 124, 78.13 FEET SOUTHWEST OF
 GD0358'THE STATION MARK, 67.37 FEET SOUTH OF REFERENCE MARK NO. 4, 28
 GD0358'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E AND STATE
 GD0358'ROUTE 54, 21.3 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY OF
 GD0358'THREE SETS OF RAILROAD TRACKS, AND 1.8 FEET NORTH OF A TELEPHONE
 GD0358'POLE WITH A LARGE NUMERAL 9 PAINTED IN YELLOW ON THE EAST SIDE.
 GD0358'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GD0358'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GD0358'STAMPED GREENFIELD 1934 NO 3 1967
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0359 ***********************************************************************
 GD0359  DESIGNATION -  GREENFIELD RM 4
 GD0359  PID         -  GD0359
 GD0359  STATE/COUNTY-  TN/WEAKLEY
 GD0359  USGS QUAD   -  GREENFIELD (1985)
 GD0359
 GD0359                         *CURRENT SURVEY CONTROL
 GD0359  ___________________________________________________________________
 GD0359* NAD 83(1986)-  36 09 11.     (N)    088 48 02.     (W)     SCALED    
 GD0359* NAVD 88     -       131.82   (+/-2cm)     432.5    (feet)  VERTCON   
 GD0359  ___________________________________________________________________
 GD0359  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0359
 GD0359  VERT ORDER  -  THIRD (See Below)
 GD0359
 GD0359.The horizontal coordinates were scaled from a topographic map and have
 GD0359.an estimated accuracy of +/- 6 seconds.
 GD0359
 GD0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0359.The vertical order pertains to the NGVD 29 superseded value.
 GD0359
 GD0359.The geoid height was determined by GEOID03.
 GD0359
 GD0359;                    North         East    Units  Estimated Accuracy
 GD0359;SPC TN       -   205,500.      348,020.      MT  (+/- 180 meters Scaled)
 GD0359
 GD0359                          SUPERSEDED SURVEY CONTROL
 GD0359
 GD0359  NGVD 29 (??/??/??)  131.85   (m)          432.6    (f) RESET       3  
 GD0359
 GD0359.Superseded values are not recommended for survey control.
 GD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0359.See file dsdata.txt to determine how the superseded data were derived.
 GD0359
 GD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0359_MARKER: DR = REFERENCE MARK DISK
 GD0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0359_STAMPING: GREENFIELD 1934 NO 4 1967
 GD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0359+STABILITY: SURFACE MOTION
 GD0359
 GD0359  HISTORY     - Date     Condition        Report By
 GD0359  HISTORY     - 1967     MONUMENTED       CGS
 GD0359
 GD0359                          STATION DESCRIPTION
 GD0359
 GD0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0359'AT GREENFIELD.
 GD0359'THIS MARK IS LOCATED ON THE PROPERTY OF THE ILLINOIS CENTRAL
 GD0359'RAILROAD AT GREENFIELD, TENN. AND NEAR THE SITE OF TRIANGULATION
 GD0359'STATION GREENFIELD 1934 1967.  IT IS 76.00 FEET WEST-NORTHWEST
 GD0359'OF THE STATION MARK, 67.37 FEET NORTH OF REFERENCE MARK NO. 3,
 GD0359'31 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 124, 28.2
 GD0359'FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY OF THREE SETS OF
 GD0359'RAILROAD TRACKS, 22 FEET EAST OF THE APPROXIMATE CENTER OF
 GD0359'U.S. HIGHWAY 45E AND STATE ROUTE 54, 1.6 FEET SOUTH OF A
 GD0359'TELEPHONE GUY POLE, AND 1.3 FEET NORTH OF A METAL WITNESS POST
 GD0359'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GD0359'OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD0359'STAMPED GREENFIELD 1934 NO 4 1967
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0647 ***********************************************************************
 FD0647  DESIGNATION -  GRIN
 FD0647  PID         -  FD0647
 FD0647  STATE/COUNTY-  TN/WILLIAMSON
 FD0647  USGS QUAD   -  SPRING HILL (1979)
 FD0647
 FD0647                         *CURRENT SURVEY CONTROL
 FD0647  ___________________________________________________________________
 FD0647* NAD 83(1995)-  35 47 28.95766(N)    086 54 31.09369(W)     ADJUSTED  
 FD0647* NAVD 88     -       270.379  (meters)     887.07   (feet)  ADJUSTED  
 FD0647  ___________________________________________________________________
 FD0647  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FD0647  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0647  DYNAMIC HT  -         270.140 (meters)     886.28  (feet)  COMP
 FD0647  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0647
 FD0647  HORZ ORDER  -  SECOND
 FD0647  VERT ORDER  -  SECOND    CLASS 0
 FD0647
 FD0647.The horizontal coordinates were established by classical geodetic methods
 FD0647.and adjusted by the National Geodetic Survey in April 1999..
 FD0647
 FD0647.The orthometric height was determined by differential leveling
 FD0647.and adjusted by the National Geodetic Survey in June 1991..
 FD0647
 FD0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0647
 FD0647.The geoid height was determined by GEOID03.
 FD0647
 FD0647.The dynamic height is computed by dividing the NAVD 88
 FD0647.geopotential number by the normal gravity value computed on the
 FD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0647.degrees latitude (g = 980.6199 gals.).
 FD0647
 FD0647.The modeled gravity was interpolated from observed gravity values.
 FD0647
 FD0647;                    North         East     Units Scale Factor Converg.
 FD0647;SPC TN       -   162,149.720   517,864.086   MT  0.99994868   -0 31 55.0
 FD0647;SPC TN       -   531,986.21  1,699,025.76   sFT  0.99994868   -0 31 55.0
 FD0647;UTM  16      - 3,960,813.380   508,255.952   MT  0.99960084   +0 03 12.4
 FD0647
 FD0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0647!SPC TN       -   0.99996201  x   0.99994868  =   0.99991069
 FD0647!UTM  16      -   0.99996201  x   0.99960084  =   0.99956287
 FD0647
 FD0647:                Primary Azimuth Mark                     Grid Az
 FD0647:SPC TN       -  GRIN AZ MK                               023 30 08.6
 FD0647:UTM  16      -  GRIN AZ MK                               022 55 01.2
 FD0647
 FD0647|---------------------------------------------------------------------|
 FD0647| PID    Reference Object                     Distance      Geod. Az  |
 FD0647|                                                           dddmmss.s |
 FD0647| FD0649 GRIN AZ MK                                         0225813.6 |
 FD0647| FD0653 COTTON                              APPROX. 4.1 KM 0292126.9 |
 FD0647| FD0648 GRIN RM 2                            35.948 METERS 03814     |
 FD0647| FD0646 GRIN RM 1                            24.226 METERS 12613     |
 FD0647|---------------------------------------------------------------------|
 FD0647
 FD0647                          SUPERSEDED SURVEY CONTROL
 FD0647
 FD0647  NAD 83(1995)-  35 47 28.95974(N)    086 54 31.09518(W) AD(       ) 2
 FD0647  NAD 83(1986)-  35 47 28.96836(N)    086 54 31.09594(W) AD(       ) 2
 FD0647  NAD 27      -  35 47 28.72490(N)    086 54 31.09130(W) AD(       ) 2
 FD0647  NGVD 29 (??/??/??)  270.34   (m)          886.9    (f) RESET       3  
 FD0647
 FD0647.Superseded values are not recommended for survey control.
 FD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0647.See file dsdata.txt to determine how the superseded data were derived.
 FD0647
 FD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0825660813(NAD 83)
 FD0647_MARKER: DD = SURVEY DISK
 FD0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0647_STAMPING: GRIN 1962
 FD0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0647+STABILITY: SURFACE MOTION
 FD0647
 FD0647  HISTORY     - Date     Condition        Report By
 FD0647  HISTORY     - 1962     MONUMENTED       TNHD
 FD0647  HISTORY     - 1963     GOOD             TNHD
 FD0647  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0647
 FD0647                          STATION DESCRIPTION
 FD0647
 FD0647'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0647'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SPRING HILL.
 FD0647'
 FD0647'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO 3.2
 FD0647'MILES NORTH ON U S
 FD0647'HIGHWAY 31 TO A GRAVELED FARM ROAD ON THE LEFT, TURN LEFT,
 FD0647'PASSING THROUGH AN
 FD0647'ALUMINUM GATE, AND GO 200 FEET TO THE STATION ON
 FD0647'THE LEFT.
 FD0647'
 FD0647'THE STATION MARK IS 45 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE,
 FD0647'1.7 FEET NORTHWEST OF
 FD0647'A WITNESS POST, AND 1 FOOT NORTHEAST OF A WIRE
 FD0647'FENCE.  THE SURFACE AND UNDERGROUND
 FD0647'ARE STANDARD TENNESSEE HIGHWAY
 FD0647'DEPARTMENT DISKS AND THE DISKS ARE STAMPED GRIN 1962.
 FD0647'THE
 FD0647'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 FD0647'DISK IS SET IN A
 FD0647'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0647'
 FD0647'REFERENCE MARK NO 1 IS 45 FEET NORTHWEST OF A T-FENCE CORNER, 44 FEET
 FD0647'SOUTHWEST OF A 33-INCH ELM
 FD0647'TREE, AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE
 FD0647'MARK IS A STANDARD TENNESSEE
 FD0647'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0647'SQUARE CONCRETE MONUMENT, PROJECTING 1-INCH,
 FD0647'AND THE DISK IS STAMPED
 FD0647'GRIN RM-1 1962.
 FD0647'
 FD0647'REFERENCE MARK NO 2 IS 76 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FD0647'BARN, 9 FEET NORTHEAST
 FD0647'OF THE APPROXIMATE CENTER OF A GRAVEL DRIVE, AND 3
 FD0647'FEET WEST OF A 30-INCH ELM TREE.
 FD0647'THE MARK IS A STANDARD TENNESSEE
 FD0647'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0647'FLUSH, CONCRETE
 FD0647'MONUMENT AND THE DISK IS STAMPED GRIN RM-2 1962.
 FD0647'
 FD0647'THE AZIMUTH MARK IS 7 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE,
 FD0647'1.7 WEST OF A WITNESS
 FD0647'POST, AND 1.5 FEET SOUTH OF A WOODEN GATE POST.
 FD0647'THE AZIMUTH MARK IS A STANDARD
 FD0647'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0647'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0647'THE DISK IS STAMPED
 FD0647'GRIN AZI 1962.
 FD0647'
 FD0647'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST AND NORTH ON
 FD0647'THE GRAVEL ROAD FOR
 FD0647'100 YARDS TO THE MARK ON THE RIGHT.
 FD0647'
 FD0647'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0647
 FD0647                          STATION RECOVERY (1963)
 FD0647
 FD0647'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0647'3 MI N FROM SPRING HILL.
 FD0647'FROM THE POST OFFICE IN SPRING HILL GO 3.2 MILES NORTH ON U.S.
 FD0647'HIGHWAY 31 TO A GRAVELED FARM ROAD ON THE LEFT, TURN LEFT, PASSING
 FD0647'THROUGH AN ALUMINUM GATE, AND GO 200 FEET TO THE STATION ON THE
 FD0647'LEFT.  THE MARK IS 45 FEET SOUTHEAST OF THE CENTER OF A WOODEN
 FD0647'GATE, 1.7 FEET NORTHWEST OF A WITNESS POST, AND 1 FOOT NORTHEAST
 FD0647'OF A WIRE FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0647'MONUMENT.
 FD0647
 FD0647                          STATION RECOVERY (1984)
 FD0647
 FD0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0647'NOT RECOVERED.  POSSIBLY STILL INTACT.  RECOVERY WAS HAMPERED BY
 FD0647'INADEQUATE DESCRIPTION, SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0649 ***********************************************************************
 FD0649  DESIGNATION -  GRIN AZ MK
 FD0649  PID         -  FD0649
 FD0649  STATE/COUNTY-  TN/WILLIAMSON
 FD0649  USGS QUAD   -  SPRING HILL (1979)
 FD0649
 FD0649                         *CURRENT SURVEY CONTROL
 FD0649  ___________________________________________________________________
 FD0649* NAD 83(1986)-  35 47 29.     (N)    086 54 28.     (W)     SCALED    
 FD0649* NAVD 88     -       273.841  (meters)     898.43   (feet)  ADJUSTED  
 FD0649  ___________________________________________________________________
 FD0649  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0649  DYNAMIC HT  -         273.600 (meters)     897.64  (feet)  COMP
 FD0649  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0649
 FD0649  VERT ORDER  -  SECOND    CLASS 0
 FD0649
 FD0649.The horizontal coordinates were scaled from a topographic map and have
 FD0649.an estimated accuracy of +/- 6 seconds.
 FD0649
 FD0649.The orthometric height was determined by differential leveling
 FD0649.and adjusted by the National Geodetic Survey in June 1991..
 FD0649
 FD0649.The geoid height was determined by GEOID03.
 FD0649
 FD0649.The dynamic height is computed by dividing the NAVD 88
 FD0649.geopotential number by the normal gravity value computed on the
 FD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0649.degrees latitude (g = 980.6199 gals.).
 FD0649
 FD0649.The modeled gravity was interpolated from observed gravity values.
 FD0649
 FD0649;                    North         East    Units  Estimated Accuracy
 FD0649;SPC TN       -   162,150.      517,940.      MT  (+/- 180 meters Scaled)
 FD0649
 FD0649                          SUPERSEDED SURVEY CONTROL
 FD0649
 FD0649  NGVD 29 (??/??/??)  273.81   (m)          898.3    (f) RESET       3  
 FD0649
 FD0649.Superseded values are not recommended for survey control.
 FD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0649.See file dsdata.txt to determine how the superseded data were derived.
 FD0649
 FD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE083608(NAD 83)
 FD0649_MARKER: DD = SURVEY DISK
 FD0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0649_STAMPING: GRIN AZI 1962
 FD0649_MARK LOGO: TNHD  
 FD0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0649+STABILITY: SURFACE MOTION
 FD0649
 FD0649  HISTORY     - Date     Condition        Report By
 FD0649  HISTORY     - 1962     MONUMENTED       TNHD
 FD0649  HISTORY     - 1963     GOOD             TNHD
 FD0649  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0649
 FD0649                          STATION DESCRIPTION
 FD0649
 FD0649'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0649'3 MI N FROM SPRING HILL.
 FD0649'THE MARK IS LOCATED AT THE GRIN 1962 STATION SITE, 7 FEET SOUTHEAST
 FD0649'OF THE CENTER OF A WOODEN GATE, 1.7 FEET WEST OF A WITNESS POST,
 FD0649'AND 1.5 FEET SOUTH OF A WOODEN GATE POST.  IT IS SET IN A 10-INCH
 FD0649'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0649
 FD0649                          STATION RECOVERY (1983)
 FD0649
 FD0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0649'NOT RECOVERED, A SEARCH WAS MADE AND RECOVERY WAS HAMPERED BY
 FD0649'INADEQUATE DESCRIPTIONS AND SNOW AND ICE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0646 ***********************************************************************
 FD0646  DESIGNATION -  GRIN RM 1
 FD0646  PID         -  FD0646
 FD0646  STATE/COUNTY-  TN/WILLIAMSON
 FD0646  USGS QUAD   -  SPRING HILL (1979)
 FD0646
 FD0646                         *CURRENT SURVEY CONTROL
 FD0646  ___________________________________________________________________
 FD0646* NAD 83(1986)-  35 47 28.     (N)    086 54 30.     (W)     SCALED    
 FD0646* NAVD 88     -       268.175  (meters)     879.84   (feet)  ADJUSTED  
 FD0646  ___________________________________________________________________
 FD0646  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0646  DYNAMIC HT  -         267.938 (meters)     879.06  (feet)  COMP
 FD0646  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0646
 FD0646  VERT ORDER  -  SECOND    CLASS 0
 FD0646
 FD0646.The horizontal coordinates were scaled from a topographic map and have
 FD0646.an estimated accuracy of +/- 6 seconds.
 FD0646
 FD0646.The orthometric height was determined by differential leveling
 FD0646.and adjusted by the National Geodetic Survey in June 1991..
 FD0646
 FD0646.The geoid height was determined by GEOID03.
 FD0646
 FD0646.The dynamic height is computed by dividing the NAVD 88
 FD0646.geopotential number by the normal gravity value computed on the
 FD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0646.degrees latitude (g = 980.6199 gals.).
 FD0646
 FD0646.The modeled gravity was interpolated from observed gravity values.
 FD0646
 FD0646;                    North         East    Units  Estimated Accuracy
 FD0646;SPC TN       -   162,120.      517,890.      MT  (+/- 180 meters Scaled)
 FD0646
 FD0646                          SUPERSEDED SURVEY CONTROL
 FD0646
 FD0646  NGVD 29 (??/??/??)  268.14   (m)          879.7    (f) RESET       3  
 FD0646
 FD0646.Superseded values are not recommended for survey control.
 FD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0646.See file dsdata.txt to determine how the superseded data were derived.
 FD0646
 FD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE082607(NAD 83)
 FD0646_MARKER: DD = SURVEY DISK
 FD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0646_STAMPING: GRIN RM 1 1962
 FD0646_MARK LOGO: TNHD  
 FD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0646+STABILITY: SURFACE MOTION
 FD0646
 FD0646  HISTORY     - Date     Condition        Report By
 FD0646  HISTORY     - 1962     MONUMENTED       TNHD
 FD0646  HISTORY     - 1963     GOOD             TNHD
 FD0646  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0646
 FD0646                          STATION DESCRIPTION
 FD0646
 FD0646'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0646'3 MI N FROM SPRING HILL.
 FD0646'THE MARK IS LOCATED AT THE GRIN 1962 STATION SITE, 45 FEET
 FD0646'NORTHEAST OF A FENCE CORNER, 44 FEET SOUTHWEST OF A 33-INCH
 FD0646'ELM TREE, AND 1 FOOT NORTHEAST OF A WIRE FENCE.  IT IS SET IN
 FD0646'A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH.
 FD0646
 FD0646                          STATION RECOVERY (1984)
 FD0646
 FD0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0646'NOT RECOVERED.  POSSIBLY STILL INTACT AS RECOVERY WAS HAMPERED BY SNOW
 FD0646'AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0648 ***********************************************************************
 FD0648  DESIGNATION -  GRIN RM 2
 FD0648  PID         -  FD0648
 FD0648  STATE/COUNTY-  TN/WILLIAMSON
 FD0648  USGS QUAD   -  SPRING HILL (1979)
 FD0648
 FD0648                         *CURRENT SURVEY CONTROL
 FD0648  ___________________________________________________________________
 FD0648* NAD 83(1986)-  35 47 28.     (N)    086 54 30.     (W)     SCALED    
 FD0648* NAVD 88     -       268.457  (meters)     880.76   (feet)  ADJUSTED  
 FD0648  ___________________________________________________________________
 FD0648  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0648  DYNAMIC HT  -         268.219 (meters)     879.98  (feet)  COMP
 FD0648  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0648
 FD0648  VERT ORDER  -  SECOND    CLASS 0
 FD0648
 FD0648.The horizontal coordinates were scaled from a topographic map and have
 FD0648.an estimated accuracy of +/- 6 seconds.
 FD0648
 FD0648.The orthometric height was determined by differential leveling
 FD0648.and adjusted by the National Geodetic Survey in June 1991..
 FD0648
 FD0648.The geoid height was determined by GEOID03.
 FD0648
 FD0648.The dynamic height is computed by dividing the NAVD 88
 FD0648.geopotential number by the normal gravity value computed on the
 FD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0648.degrees latitude (g = 980.6199 gals.).
 FD0648
 FD0648.The modeled gravity was interpolated from observed gravity values.
 FD0648
 FD0648;                    North         East    Units  Estimated Accuracy
 FD0648;SPC TN       -   162,120.      517,890.      MT  (+/- 180 meters Scaled)
 FD0648
 FD0648                          SUPERSEDED SURVEY CONTROL
 FD0648
 FD0648  NGVD 29 (??/??/??)  268.42   (m)          880.6    (f) RESET       3  
 FD0648
 FD0648.Superseded values are not recommended for survey control.
 FD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0648.See file dsdata.txt to determine how the superseded data were derived.
 FD0648
 FD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE082607(NAD 83)
 FD0648_MARKER: DD = SURVEY DISK
 FD0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0648_STAMPING: GRIN RM 2 1962
 FD0648_MARK LOGO: TNHD  
 FD0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0648+STABILITY: SURFACE MOTION
 FD0648
 FD0648  HISTORY     - Date     Condition        Report By
 FD0648  HISTORY     - 1962     MONUMENTED       TNHD
 FD0648  HISTORY     - 1963     GOOD             TNHD
 FD0648  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0648
 FD0648                          STATION DESCRIPTION
 FD0648
 FD0648'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0648'3 MI N FROM SPRING HILL.
 FD0648'THE MARK IS LOCATED AT THE GRIN 1962 STATION SITE, 76 FEET
 FD0648'SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 9 FEET NORTHEAST OF
 FD0648'THE CENTER LINE OF A GRAVEL DRIVE, AND 3 FEET WEST OF A 30-INCH
 FD0648'ELM TREE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0648
 FD0648                          STATION RECOVERY (1983)
 FD0648
 FD0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0648'NOT RECOVERED.  A SEARCH WAS MADE.  RECOVERY WAS HAMPERED BY SNOW AND
 FD0648'ICE COVER.  POSSIBLY MARK STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2557 ***********************************************************************
 GB2557  DESIGNATION -  GROSS
 GB2557  PID         -  GB2557
 GB2557  STATE/COUNTY-  TN/ANDERSON
 GB2557  USGS QUAD   -  LAKE CITY (1973)
 GB2557
 GB2557                         *CURRENT SURVEY CONTROL
 GB2557  ___________________________________________________________________
 GB2557* NAD 83(1995)-  36 13 50.31190(N)    084 08 02.28124(W)     ADJUSTED  
 GB2557* NAVD 88     -       410.7    (meters)    1347.     (feet)  VERTCON   
 GB2557  ___________________________________________________________________
 GB2557  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 GB2557  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB2557
 GB2557  HORZ ORDER  -  SECOND
 GB2557
 GB2557.The horizontal coordinates were established by classical geodetic methods
 GB2557.and adjusted by the National Geodetic Survey in April 1999..
 GB2557
 GB2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2557
 GB2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2557
 GB2557.The geoid height was determined by GEOID03.
 GB2557
 GB2557;                    North         East     Units Scale Factor Converg.
 GB2557;SPC TN       -   212,105.976   767,742.328   MT  0.99997229   +1 05 32.8
 GB2557;SPC TN       -   695,884.36  2,518,834.62   sFT  0.99997229   +1 05 32.8
 GB2557;UTM  16      - 4,013,340.123   757,587.141   MT  1.00041761   +1 41 41.5
 GB2557
 GB2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2557!SPC TN       -   0.99994029  x   0.99997229  =   0.99991258
 GB2557!UTM  16      -   0.99994029  x   1.00041761  =   1.00035788
 GB2557
 GB2557:                Primary Azimuth Mark                     Grid Az
 GB2557:SPC TN       -  GROSS AZ MK                              010 06 59.5
 GB2557:UTM  16      -  GROSS AZ MK                              009 30 50.8
 GB2557
 GB2557|---------------------------------------------------------------------|
 GB2557| PID    Reference Object                     Distance      Geod. Az  |
 GB2557|                                                           dddmmss.s |
 GB2557| DB9877 GROSS AZ MK                                        0111232.3 |
 GB2557| DB9878 GROSS RM 1                           23.867 METERS 13458     |
 GB2557| DB9879 GROSS RM 2                           22.981 METERS 22136     |
 GB2557|---------------------------------------------------------------------|
 GB2557
 GB2557                          SUPERSEDED SURVEY CONTROL
 GB2557
 GB2557  NAD 83(1995)-  36 13 50.31542(N)    084 08 02.28561(W) AD(       ) 2
 GB2557  NAD 83(1995)-  36 13 50.31635(N)    084 08 02.28524(W) AD(       ) 2
 GB2557  NAD 83(1986)-  36 13 50.32369(N)    084 08 02.28106(W) AD(       ) 2
 GB2557  NAD 27      -  36 13 50.04964(N)    084 08 02.56946(W) AD(       ) 2
 GB2557  NGVD 29 (07/19/86)  410.8    (m)         1348.     (f) VERT ANG       
 GB2557
 GB2557.Superseded values are not recommended for survey control.
 GB2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2557.See file dsdata.txt to determine how the superseded data were derived.
 GB2557
 GB2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5758713340(NAD 83)
 GB2557_MARKER: DD = SURVEY DISK
 GB2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2557
 GB2557  HISTORY     - Date     Condition        Report By
 GB2557  HISTORY     - 1964     MONUMENTED       TNHD
 GB2557
 GB2557                          STATION DESCRIPTION
 GB2557
 GB2557'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2557'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF NORRIS AND ABOUT 2
 GB2557'MILES EAST OF LAKE
 GB2557'CITY.
 GB2557'
 GB2557'TO REACH THE STATION FROM THE WEST SIDE OF THE NORRIS DAM, GO 2.6
 GB2557'MILES NORTHWEST ON
 GB2557'U.  S.  HIGHWAY 441 TO A GRAVELED ROAD ON THE LEFT, TURN
 GB2557'LEFT AND GO 100 FEET TO AN
 GB2557'INTERSECTION, TURN RIGHT AND GO 0.65 MILE
 GB2557'WEST TO THE AZIMUTH MARK ON THE LEFT,
 GB2557'CONTINUE STRAIGHT AHEAD FOR 0.1
 GB2557'MILE TO A FORK, KEEP LEFT AND GO 0.2 MILE SOUTH TO T.
 GB2557'V.  GROSS S
 GB2557'DRIVE ON THE RIGHT AND THE STATION.
 GB2557'
 GB2557'THE STATION IS 36 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GB2557'DRIVE, 25 FEET SOUTHWEST
 GB2557'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 12
 GB2557'FEET SOUTHWEST OF A WIRE FENCE
 GB2557'AND 12.0 FEET SOUTHWEST OF A WITNESS
 GB2557'POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB2557'STANDARD TENNESSEE
 GB2557'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED GROSS 1964.
 GB2557'THE UNDERGROUND
 GB2557'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2557'DISK IS SET IN A 10-INCH
 GB2557'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2557'
 GB2557'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 GB2557'A BARN 20 FEET SOUTHWEST
 GB2557'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 5
 GB2557'FEET SOUTHWEST OF A FENCE CORNER AND
 GB2557'IT IS IN A FENCE LINE.  IT IS A
 GB2557'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2557'10-INCH SQUARE,
 GB2557'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GROSS RM-1 1964.
 GB2557'
 GB2557'REFERENCE MARK NO. 2 IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GB2557'THE BARN, 39 FEET SOUTHEAST
 GB2557'OF THE APPROXIMATE CENTER OF THE DRIVE AND 1 FOOT
 GB2557'NORTHWEST OF A SMALL POWER POLE.  IT
 GB2557'IS A STANDARD TENNESSEE HIGHWAY
 GB2557'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2557'CONCRETE MONUMENT AND
 GB2557'THE DISK IS STAMPED GROSS RM-2 1964.
 GB2557'
 GB2557'THE AZIMUTH MARK IS 13 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2557'GRAVELED ROAD, 8 FEET
 GB2557'NORTHWEST OF A UTILITY POLE AND 7.2 FEET NORTHWEST OF A
 GB2557'WITNESS POST AND IT IS ACROSS
 GB2557'THE ROAD FROM THE HOME OF ROBERT
 GB2557'ANDERSON.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2557'DEPARTMENT DISK SET IN
 GB2557'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2557'STAMPED GROSS
 GB2557'AZI 1964.
 GB2557'
 GB2557'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2557'
 GB2557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1070 ***********************************************************************
 GC1070  DESIGNATION -  GROVES
 GC1070  PID         -  GC1070
 GC1070  STATE/COUNTY-  TN/SUMNER
 GC1070  USGS QUAD   -  FRANKLIN (1994)
 GC1070
 GC1070                         *CURRENT SURVEY CONTROL
 GC1070  ___________________________________________________________________
 GC1070* NAD 83(1986)-  36 38 01.     (N)    086 33 47.     (W)     SCALED    
 GC1070* NAVD 88     -       231.661  (meters)     760.04   (feet)  ADJUSTED  
 GC1070  ___________________________________________________________________
 GC1070  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1070  DYNAMIC HT  -         231.467 (meters)     759.40  (feet)  COMP
 GC1070  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 GC1070
 GC1070  VERT ORDER  -  SECOND    CLASS 0
 GC1070
 GC1070.The horizontal coordinates were scaled from a topographic map and have
 GC1070.an estimated accuracy of +/- 6 seconds.
 GC1070
 GC1070.The orthometric height was determined by differential leveling
 GC1070.and adjusted by the National Geodetic Survey in June 1991..
 GC1070
 GC1070.The geoid height was determined by GEOID03.
 GC1070
 GC1070.The dynamic height is computed by dividing the NAVD 88
 GC1070.geopotential number by the normal gravity value computed on the
 GC1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1070.degrees latitude (g = 980.6199 gals.).
 GC1070
 GC1070.The modeled gravity was interpolated from observed gravity values.
 GC1070
 GC1070;                    North         East    Units  Estimated Accuracy
 GC1070;SPC TN       -   255,370.      549,640.      MT  (+/- 180 meters Scaled)
 GC1070
 GC1070                          SUPERSEDED SURVEY CONTROL
 GC1070
 GC1070  NGVD 29 (??/??/92)  231.744  (m)          760.31   (f) ADJ UNCH    2 0
 GC1070
 GC1070.Superseded values are not recommended for survey control.
 GC1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1070.See file dsdata.txt to determine how the superseded data were derived.
 GC1070
 GC1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390543(NAD 83)
 GC1070_MARKER: DS = TRIANGULATION STATION DISK
 GC1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1070_STAMPING: GROVES 1933
 GC1070_MARK LOGO: CGS   
 GC1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1070+STABILITY: SURFACE MOTION
 GC1070
 GC1070  HISTORY     - Date     Condition        Report By
 GC1070  HISTORY     - 1933     MONUMENTED       CGS
 GC1070  HISTORY     - 1964     GOOD             PAS
 GC1070
 GC1070                          STATION DESCRIPTION
 GC1070
 GC1070'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1070'1.3 MI W FROM MITCHELLVILLE.
 GC1070'FROM THE INTERSECTION OF THE PAVED ROAD AND THE LOUISVILLE AND
 GC1070'NASHVILLE RAILROAD IN MITCHELLVILLE GO WEST ON THE PAVED ROAD FOR
 GC1070'1.3 MILES, 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 GC1070'HOUSE, 39 FEET NORTH OF THE CENTER OF THE OILED ROAD AND 8 FEET
 GC1070'NORTH OF A POWERLINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC1070'POST THAT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT
 GC1070'4 FEET ABOVE THE LEVEL OF THE ROAD.  MARK IS STAMPED GROVES 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2386 ***********************************************************************
 GC2386  DESIGNATION -  GROVES RESET
 GC2386  PID         -  GC2386
 GC2386  STATE/COUNTY-  TN/SUMNER
 GC2386  USGS QUAD   -  FRANKLIN (1994)
 GC2386
 GC2386                         *CURRENT SURVEY CONTROL
 GC2386  ___________________________________________________________________
 GC2386* NAD 83(1995)-  36 38 00.68021(N)    086 33 46.73328(W)     ADJUSTED  
 GC2386* NAVD 88     -       231.66   (+/-2cm)     760.0    (feet)  VERTCON   
 GC2386  ___________________________________________________________________
 GC2386  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GC2386  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC2386
 GC2386  HORZ ORDER  -  THIRD
 GC2386  VERT ORDER  -  THIRD ? (See Below)
 GC2386
 GC2386.The horizontal coordinates were established by classical geodetic methods
 GC2386.and adjusted by the National Geodetic Survey in December 1995..
 GC2386
 GC2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2386.The vertical order pertains to the NGVD 29 superseded value.
 GC2386
 GC2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2386
 GC2386.The geoid height was determined by GEOID03.
 GC2386
 GC2386;                    North         East     Units Scale Factor Converg.
 GC2386;SPC TN       -   255,358.220   549,646.586   MT  1.00004566   -0 19 46.5
 GC2386;SPC TN       -   837,787.76  1,803,298.84   sFT  1.00004566   -0 19 46.5
 GC2386;UTM  16      - 4,054,307.972   539,070.118   MT  0.99961881   +0 15 38.8
 GC2386
 GC2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2386!SPC TN       -   0.99996834  x   1.00004566  =   1.00001399
 GC2386!UTM  16      -   0.99996834  x   0.99961881  =   0.99958716
 GC2386
 GC2386|---------------------------------------------------------------------|
 GC2386| PID    Reference Object                     Distance      Geod. Az  |
 GC2386|                                                           dddmmss.s |
 GC2386| GC1941 GROVES RM 3                          10.698 METERS 10638     |
 GC2386| GC1071 GROVES RM 1                          48.744 METERS 12108     |
 GC2386| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 7.3 KM 1441338.2 |
 GC2386| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 1.8 KM 1701253.9 |
 GC2386| CG5931 GROVES AZ MK                                       2240711.1 |
 GC2386| GC1069 GROVES RM 2                          39.846 METERS 25211     |
 GC2386| GC1940 GROVES RM 4                           9.862 METERS 26231     |
 GC2386| CG5932 GROVES AZ MK RESET                                 3551310.8 |
 GC2386|---------------------------------------------------------------------|
 GC2386
 GC2386                          SUPERSEDED SURVEY CONTROL
 GC2386
 GC2386  NAD 83(1995)-  36 38 00.68904(N)    086 33 46.73741(W) AD(       ) 3
 GC2386  NAD 83(1986)-  36 38 00.68909(N)    086 33 46.73748(W) AD(       ) 3
 GC2386  NAD 27      -  36 38 00.54720(N)    086 33 46.74730(W) AD(       ) 3
 GC2386  NGVD 29 (07/19/86)  231.74   (m)          760.3    (f) LEVELING    3  
 GC2386
 GC2386.Superseded values are not recommended for survey control.
 GC2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2386.See file dsdata.txt to determine how the superseded data were derived.
 GC2386
 GC2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3907054308(NAD 83)
 GC2386_MARKER: DS = TRIANGULATION STATION DISK
 GC2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2386_STAMPING: GROVES 1933
 GC2386_MARK LOGO: CGS   
 GC2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2386+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC2386
 GC2386  HISTORY     - Date     Condition        Report By
 GC2386  HISTORY     - 1933     MONUMENTED       CGS
 GC2386  HISTORY     - 1950     GOOD             CGS
 GC2386  HISTORY     - 1956     GOOD             CGS
 GC2386  HISTORY     - 1959     GOOD             CGS
 GC2386  HISTORY     - 1964     GOOD             CGS
 GC2386  HISTORY     - 1977     GOOD             NGS
 GC2386  HISTORY     - 20060629 GOOD             KYTC
 GC2386
 GC2386                          STATION DESCRIPTION
 GC2386
 GC2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2386'STATION IS ON NORTH SIDE OF KENTUCKY-TENNESSEE BOUNDARY ROAD, ON
 GC2386'PROPERTY OWNED BY BERTHA WEISSINGER, AND PROJECTS 4 INCHES.
 GC2386'
 GC2386'TO REACH FROM FRANKLIN, KY., FOLLOW U.S. HIGHWAY 31-W SOUTH 6.5 MILES
 GC2386'TO ELLEN TOURIST CAMP ON RIGHT AND T-ROAD EAST, TURN EAST ONTO
 GC2386'GRAVEL ROAD AND GO 0.05 MILE TO STATION ON NORTH SIDE OF ROAD, IN
 GC2386'SOUTHWEST CORNER OF CULTIVATED FIELD, ABOUT 160 FEET SOUTHEAST OF
 GC2386'WEISSINGERS HOUSE, 38 FEET NORTH OF CENTER LINE OF ROAD, AND 30 FEET
 GC2386'EAST OF VINEYARD.  BOUNDARY MONUMENT WHICH WAS NEAR STATION HAS
 GC2386'BEEN DESTROYED.
 GC2386'
 GC2386'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GC2386'BRONZE DISKS SET IN CONCRETE.
 GC2386'
 GC2386'REFERENCE MARK NO. 1, PROJECTING 6 INCHES, IS IN FENCE LINE, 15 FEET
 GC2386'SOUTH OF CENTER LINE OF GRAVEL ROAD, 4 FEET EAST OF TELEPHONE
 GC2386'POLE, AND 159.95 FEET FROM STATION.
 GC2386'
 GC2386'REFERENCE MARK NO. 2, PROJECTING 6 INCHES, IS ABOUT 125 FEET
 GC2386'EAST OF T-ROAD INTERSECTION, 35 FEET WEST OF FENCE CORNER, 16 FEET
 GC2386'SOUTH OF CENTER LINE OF ROAD, AND 130.75 FEET FROM STATION.
 GC2386'
 GC2386'AZIMUTH MARK, PROJECTING 5 INCHES, IS 0.25 MILE SOUTH OF T-ROAD
 GC2386'INTERSECTION AT ELLEN TOURIST CAMP, 25 FEET WEST OF CENTER LINE
 GC2386'OF U.S. HIGHWAY 31-W, 13 FEET SOUTH OF LANE, AND APPROXIMATELY 0.3
 GC2386'MILE FROM STATION.
 GC2386
 GC2386                          STATION RECOVERY (1950)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 GC2386'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2386'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 GC2386'COULD NOT BE RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED WHEN
 GC2386'U.S. HIGHWAY NO. 31-W WAS WIDENED.
 GC2386'
 GC2386'THE ORIGINAL DESCRIPTION IS ADEQUATE, WITH THE EXCEPTION OF THE
 GC2386'AZIMUTH MARK.
 GC2386
 GC2386                          STATION RECOVERY (1956)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 GC2386'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE DISTANCE
 GC2386'TO THE REFERENCE MARKS WAS CAREFULLY MEASURED AND MEASUREMENTS
 GC2386'CHECKED THE ORIGINAL DISTANCE.
 GC2386'
 GC2386'AFTER MEASUREMENTS WERE MADE TO DETERMINE THERE WAS NO MOVEMENT OF
 GC2386'THE STATION MONUMENT, THE STATION AND SUB-STATION MARKS WERE
 GC2386'REMOVED.  THE STATION WAS REMARKED AS FOLLOWS.  THE HOLE WAS DEEPENED
 GC2386'AND THE SUB-STATION MARK RESET 42 INCHES UNDERGROUND.  THE
 GC2386'STATION DISK WAS REMOVED FROM THE ORIGINAL CONCRETE MASS AND WAS
 GC2386'RESET IN THE TOP OF A 15 INCH, CIRCULAR CONCRETE TILE, WHICH
 GC2386'WAS FILLED WITH CONCRETE.  THE MARK IS NOW 12 INCHES BELOW THE GROUND
 GC2386'SURFACE.  THE STAMPING OF THE DISKS WAS NOT CHANGED.
 GC2386'
 GC2386'MR. JOE B. TAYLOR, MANAGER OF K AND T MEMORIAL GARDENS INC., WAS
 GC2386'CONTACTED AND THE STATION WAS RESET AS DESCRIBED WITH HIS APPROVAL.
 GC2386'
 GC2386'THE AZIMUTH MARK IS DESTROYED.  IT WAS NOT POSSIBLE FOR THIS PARTY TO
 GC2386'ESTABLISH A NEW AZIMUTH MARK.
 GC2386'
 GC2386'THE FOLLOWING MEASUREMENTS WERE MADE AT THE STATION.  R.M. NO. 1 -
 GC2386'159.92 FEET, 48.740 METERS, R.M. NO. 2 - 130.74 FEET, 39.860
 GC2386'METERS. TELEPHONE POLE SSW 8.7 FEET, 6 INCH OAK TREE WSW 48.5 FEET,
 GC2386'SE CORNER OF WHITE FRAME HOUSE 93.0 FEET.
 GC2386'
 GC2386'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 GC2386
 GC2386                          STATION RECOVERY (1959)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2386'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2386'RECOVERED AS DESCRIBED BY J.A.W. IN 1956.  A NEW AZIMUTH MARK WAS
 GC2386'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 GC2386'
 GC2386'THE STATION IS LOCATED ON THE NORTH SIDE OF THE KENTUCKY-TENNESSEE
 GC2386'BOUNDARY ROAD, ABOUT 6.0 MILES SOUTH OF FRANKLIN AND ABOUT 5.0
 GC2386'MILES NORTH-NORTHWEST OF PORTLAND.
 GC2386'
 GC2386'TO REACH THE STATION FROM THE KENTUCKY-TENNESSEE STATE LINE ABOUT 6.0
 GC2386'MILES SOUTH OF FRANKLIN ON U.S. HIGHWAY NO. 31 W, GO EAST ON THE
 GC2386'OILED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2386'
 GC2386'STATION MARK IS 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 GC2386'HOUSE, 39 FEET NORTH OF THE CENTER OF THE OILED ROAD AND 8 FEET
 GC2386'NORTH OF A POWERLINE POLE.  THE MARK IS SET ABOUT 12 INCHES BELOW THE
 GC2386'SURFACE OF THE GROUND AND IS STAMPED GROVES 1933.
 GC2386'
 GC2386'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF THE OILED ROAD
 GC2386'AND SET IN AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 6 INCHES
 GC2386'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GROVES NO. 1 1933.
 GC2386'
 GC2386'REFERENCE MARK NO. 2 IS 125 FEET EAST OF THE CENTER OF THE JUNCTION
 GC2386'OF U.S. HIGHWAY NO. 31 W AND THE OILED ROAD, 35 FEET WEST OF A
 GC2386'FENCE CORNER POST AND 16 FEET SOUTH OF THE CENTER OF THE OILED ROAD.
 GC2386'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GC2386'STAMPED GROVES NO. 2 1933.
 GC2386'
 GC2386'AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 31 W,
 GC2386'42 FEET NORTH OF A DRIVEWAY, 1 FOOT EAST OF A WIRE FENCE, 1
 GC2386'FOOT SOUTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH-NORTHEAST OF A
 GC2386'WITNESS SIGN.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 GC2386'GROUND AND IS STAMPED GROVES 1933 RESET 1959.
 GC2386'
 GC2386'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE OILED ROAD AND
 GC2386'U.S. HIGHWAY NO. 31 W, GO NORTH ON 31 W FOR 0.15 MILE TO THE
 GC2386'MARK ON THE LEFT AS DESCRIBED.
 GC2386'
 GC2386'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 GC2386
 GC2386                          STATION RECOVERY (1964)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 GC2386'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.  THE TO
 GC2386'REACH IS ADEQUATE.
 GC2386'
 GC2386'HEIGHT OF LIGHT ABOVE STATION MARK 10.08 METERS.
 GC2386
 GC2386                          STATION RECOVERY (1977)
 GC2386
 GC2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2386'THE STATION MARK REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 GC2386'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO
 GC2386'HAVE BEEN DESTROYED BY ROAD WORK.  REFERENCE MARK 1 WAS AT THE EDGE
 GC2386'OF A CULTIVATED FIELD AND WAS DESTROYED.  REFERENCE MARKS 3 AND 4
 GC2386'WERE SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE
 GC2386'DIRECTION WAS FOUND TO BE IN ERROR BY 3 MINUTES AND 2 SECONDS.
 GC2386'THE DIRECTION TO THE MAST CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GC2386'
 GC2386'THE STATION IS LOCATED VERY NEAR THE KENTUCKY-TENNESSEE STATE
 GC2386'LINE, IN THE SOUTHWEST CORNER OF THE RESTLAWN MEMORY GARDENS, 252
 GC2386'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 31 W, 93 FEET
 GC2386'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 47 FEET
 GC2386'NORTHEAST OF A 30 INCH OAK TREE, 47 FEET WEST OF A TOMBSTONE
 GC2386'CLIFFORD BROWN, 8 FEET NORTH OF AN UNDERGROUND CABLE BOX, 38 FEET
 GC2386'NORTH OF THE CENTERLINE OF PAVED ROAD AND 1 FOOT SOUTHEAST OF
 GC2386'A METAL WITNESS POST.  THE MONUMENT IS 12 INCHES UNDERGROUND
 GC2386'AND THE DISK IS STAMPED GROVES 1933.
 GC2386'
 GC2386'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2386'MAGNETS, STAMPED GROVES 1933 NO 3 1977, FLUSH WITH THE GROUND, 37
 GC2386'FEET EAST OF THE UNDERGROUND CABLE BOX, 34 FEET NORTH OF THE
 GC2386'CENTERLINE OF THE ROAD AND 12 FEET WEST OF THE TOMBSTONE.
 GC2386'
 GC2386'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2386'MAGNETS, STAMPED GROVES 1933 NO 4 1977, FLUSH WITH THE GROUND, 15
 GC2386'FEET NORTHEAST OF THE 30 INCH OAK TREE, 27 FEET NORTH OF THE
 GC2386'CENTERLINE OF THE ROAD AND 70 FEET SOUTHEAST OF THE SOUTHEAST
 GC2386'CORNER OF THE HOUSE.
 GC2386'
 GC2386'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTERLINE OF HIGHWAY 31 W,
 GC2386'42 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTHEAST OF
 GC2386'A POWER POLE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 GC2386'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED GROVES 1933
 GC2386'RESET 1959.
 GC2386'
 GC2386'NOTE--THIS STATION MARK WAS RESET IN 1956 AND WAS NOT STAMPED AS
 GC2386'THUS.  IT WAS LEFT AS FOUND AT THIS TIME.
 GC2386'
 GC2386'THE HORIZONTAL DATA STATES THAT THIS STATION IS IN KENTUCKY BUT THE
 GC2386'VERTICAL DATA STATES THAT IT IS IN TENNESSEE.  THE OWNER OF THE
 GC2386'CEMETERY WAS CONTACTED AND HE SAID THAT THIS SECTION OF THE
 GC2386'CEMETERY IS IN TENNESSEE AND THAT TAXES ARE PAID ON IT IN
 GC2386'TENNESSEE.
 GC2386'
 GC2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2386'NORTH NORTHWEST OF PORTLAND.
 GC2386'
 GC2386'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2386
 GC2386                          STATION RECOVERY (2006)
 GC2386
 GC2386'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC2386'STATION MARK, RM 3, RM 4 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION
 GC2386'THIS DATE. STATION MARK ACCESSED BY GAPING HOLE IN GROUND, TOMBSTONE
 GC2386'MENTIONED IN PREVIOUS RECOVERIES SHOULD BE CORRECTED TO THAT OF
 GC2386'CLIFFORD BOWMAN NOT CLIFFORD BROWN.
 GC2386' 
 GC2386'RM 3 IS ALSO 6.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF JOHN COLFAX JR.
 GC2386'TOMBSTONE, 5 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF JAMES E. AND
 GC2386'EUDENE MCGLOTHLIN TOMBSTONE AND 1.9 FEET WEST OF BASE OF LARGE
 GC2386'EVERGREEN SHRUB.
 GC2386' 
 GC2386'RM 4 RECOVERED AS PREVIOUSLY DESCRIBED.
 GC2386' 
 GC2386'AZIMUTH MARK IS 49.3 FEET WEST OF CENTERLINE OF US 31W AND 49.5 FEET
 GC2386'NORTH OF CENTER OF PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1069 ***********************************************************************
 GC1069  DESIGNATION -  GROVES RM 2
 GC1069  PID         -  GC1069
 GC1069  STATE/COUNTY-  TN/SUMNER
 GC1069  USGS QUAD   -  FRANKLIN (1994)
 GC1069
 GC1069                         *CURRENT SURVEY CONTROL
 GC1069  ___________________________________________________________________
 GC1069* NAD 83(1986)-  36 38 00.     (N)    086 33 46.     (W)     SCALED    
 GC1069* NAVD 88     -       231.028  (meters)     757.96   (feet)  ADJUSTED  
 GC1069  ___________________________________________________________________
 GC1069  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1069  DYNAMIC HT  -         230.835 (meters)     757.33  (feet)  COMP
 GC1069  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC1069
 GC1069  VERT ORDER  -  SECOND    CLASS 0
 GC1069
 GC1069.The horizontal coordinates were scaled from a topographic map and have
 GC1069.an estimated accuracy of +/- 6 seconds.
 GC1069
 GC1069.The orthometric height was determined by differential leveling
 GC1069.and adjusted by the National Geodetic Survey in June 1991..
 GC1069
 GC1069.The geoid height was determined by GEOID03.
 GC1069
 GC1069.The dynamic height is computed by dividing the NAVD 88
 GC1069.geopotential number by the normal gravity value computed on the
 GC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1069.degrees latitude (g = 980.6199 gals.).
 GC1069
 GC1069.The modeled gravity was interpolated from observed gravity values.
 GC1069
 GC1069;                    North         East    Units  Estimated Accuracy
 GC1069;SPC TN       -   255,340.      549,670.      MT  (+/- 180 meters Scaled)
 GC1069
 GC1069                          SUPERSEDED SURVEY CONTROL
 GC1069
 GC1069  NGVD 29 (??/??/92)  231.111  (m)          758.24   (f) ADJ UNCH    2 0
 GC1069
 GC1069.Superseded values are not recommended for survey control.
 GC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1069.See file dsdata.txt to determine how the superseded data were derived.
 GC1069
 GC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390542(NAD 83)
 GC1069_MARKER: DR = REFERENCE MARK DISK
 GC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1069_STAMPING: GROVES NO 2 1933
 GC1069_MARK LOGO: CGS   
 GC1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1069+STABILITY: SURFACE MOTION
 GC1069
 GC1069  HISTORY     - Date     Condition        Report By
 GC1069  HISTORY     - 1933     MONUMENTED       CGS
 GC1069  HISTORY     - 1964     GOOD             PAS
 GC1069  HISTORY     - 1977     MARK NOT FOUND   USGS
 GC1069
 GC1069                          STATION DESCRIPTION
 GC1069
 GC1069'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1069'1.3 MI W FROM MITCHELLVILLE.
 GC1069'MARK IS LOCATED AT THE GROVES 1933 STATION SITE, 130.7 FEET
 GC1069'WEST-SOUTHWEST OF THE STATION MARK, 125 FEET EAST OF THE CENTER
 GC1069'OF U.S. HIGHWAY 31W AND THE PAVED ROAD, 35 FEET WEST OF A FENCE
 GC1069'CORNER POST AND 16 FEET SOUTH OF THE CENTER OF THE PAVED ROAD.
 GC1069'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 GC1069'ABOUT 5 FEET ABOUT THE LEVEL OF THE PAVED ROAD.  MARK IS STAMPED
 GC1069'GROVES NO. 2 1933.
 GC1069
 GC1069                          STATION RECOVERY (1977)
 GC1069
 GC1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GC1069'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN
 GC1069'DESTROYED BY ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1941 ***********************************************************************
 GC1941  DESIGNATION -  GROVES RM 3
 GC1941  PID         -  GC1941
 GC1941  STATE/COUNTY-  TN/SUMNER
 GC1941  USGS QUAD   -  FRANKLIN (1994)
 GC1941
 GC1941                         *CURRENT SURVEY CONTROL
 GC1941  ___________________________________________________________________
 GC1941* NAD 83(1986)-  36 38 01.     (N)    086 33 47.     (W)     SCALED    
 GC1941* NAVD 88     -       232.18   (meters)     761.7    (feet)  RESET     
 GC1941  ___________________________________________________________________
 GC1941  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1941
 GC1941  VERT ORDER  -  THIRD
 GC1941
 GC1941.The horizontal coordinates were scaled from a topographic map and have
 GC1941.an estimated accuracy of +/- 6 seconds.
 GC1941
 GC1941.The orthometric height was computed from unverified reset data.
 GC1941.No vertical observational check was made to the station.
 GC1941
 GC1941.The geoid height was determined by GEOID03.
 GC1941
 GC1941;                    North         East    Units  Estimated Accuracy
 GC1941;SPC TN       -   255,370.      549,640.      MT  (+/- 180 meters Scaled)
 GC1941
 GC1941                          SUPERSEDED SURVEY CONTROL
 GC1941
 GC1941  NGVD 29 (10/12/01)  232.27   (m)          762.0    (f) RESET       3  
 GC1941
 GC1941.Superseded values are not recommended for survey control.
 GC1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1941.See file dsdata.txt to determine how the superseded data were derived.
 GC1941
 GC1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390543(NAD 83)
 GC1941_MARKER: DR = REFERENCE MARK DISK
 GC1941_SETTING: 0 = UNSPECIFIED SETTING
 GC1941_STAMPING: GROVES 1933 NO 3 1977
 GC1941_MARK LOGO: NGS   
 GC1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1941+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC1941
 GC1941  HISTORY     - Date     Condition        Report By
 GC1941  HISTORY     - 1977     MONUMENTED       NGS
 GC1941  HISTORY     - 20060629 GOOD             KYTC
 GC1941
 GC1941                          STATION DESCRIPTION
 GC1941
 GC1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC1941'1.3 MI WEST FROM MITCHELLVILLE.
 GC1941'1.3 MILES WEST ALONG PAVED ROAD FROM ITS INTERSECTION WITH THE L AND
 GC1941'N RAILROAD IN MITCHELLVILLE, 289 FEET EAST OF THE CENTERLINE OF U.S.
 GC1941'HIGHWAY 31 WEST, AT THE SOUTHWEST CORNER OF THE RESTLAWN GARDENS,
 GC1941'37 FEET EAST OF AN UNDERGROUND CABLE BOX, 34 FEET NORTH OF THE
 GC1941'CENTERLINE OF PAVED ROAD, AND 12 FEET WEST OF A TOMBSTONE CLIFFORD
 GC1941'BROWN, IS A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 GC1941
 GC1941                          STATION RECOVERY (2006)
 GC1941
 GC1941'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1941'RM 3 IS ALSO 6.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF JOHN COLFAX JR.
 GC1941'TOMBSTONE, 5 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF JAMES E. AND
 GC1941'EUDENE MCGLOTHLIN TOMBSTONE AND 1.9 FEET WEST OF BASE OF LARGE
 GC1941'EVERGREEN SHRUB.
 GC1941' 
 GC1941' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1940 ***********************************************************************
 GC1940  DESIGNATION -  GROVES RM 4
 GC1940  PID         -  GC1940
 GC1940  STATE/COUNTY-  TN/SUMNER
 GC1940  USGS QUAD   -  FRANKLIN (1994)
 GC1940
 GC1940                         *CURRENT SURVEY CONTROL
 GC1940  ___________________________________________________________________
 GC1940* NAD 83(1986)-  36 38 01.     (N)    086 33 47.     (W)     SCALED    
 GC1940* NAVD 88     -       231.71   (meters)     760.2    (feet)  RESET     
 GC1940  ___________________________________________________________________
 GC1940  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1940
 GC1940  VERT ORDER  -  THIRD
 GC1940
 GC1940.The horizontal coordinates were scaled from a topographic map and have
 GC1940.an estimated accuracy of +/- 6 seconds.
 GC1940
 GC1940.The orthometric height was computed from unverified reset data.
 GC1940.No vertical observational check was made to the station.
 GC1940
 GC1940.The geoid height was determined by GEOID03.
 GC1940
 GC1940;                    North         East    Units  Estimated Accuracy
 GC1940;SPC TN       -   255,370.      549,640.      MT  (+/- 180 meters Scaled)
 GC1940
 GC1940                          SUPERSEDED SURVEY CONTROL
 GC1940
 GC1940  NGVD 29 (10/12/01)  231.79   (m)          760.5    (f) RESET       3  
 GC1940
 GC1940.Superseded values are not recommended for survey control.
 GC1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1940.See file dsdata.txt to determine how the superseded data were derived.
 GC1940
 GC1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390543(NAD 83)
 GC1940_MARKER: DR = REFERENCE MARK DISK
 GC1940_SETTING: 0 = UNSPECIFIED SETTING
 GC1940_STAMPING: GROVES 1933 NO 4 1977
 GC1940_MARK LOGO: NGS   
 GC1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1940+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC1940
 GC1940  HISTORY     - Date     Condition        Report By
 GC1940  HISTORY     - 1977     MONUMENTED       NGS
 GC1940  HISTORY     - 20060629 GOOD             KYTC
 GC1940
 GC1940                          STATION DESCRIPTION
 GC1940
 GC1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC1940'1.3 MI WEST FROM MITCHELLVILLE.
 GC1940'1.3 MILES WEST ALONG PAVED ROAD FROM ITS INTERSECTION WITH THE L AND
 GC1940'N RAILROAD IN MITCHELLVILLE, AT THE SOUTHWEST CORNER OF THE RESTLAWN
 GC1940'MEMORY GARDENS, 220 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GC1940'31 WEST, 15 FEET NORTHEAST OF A 30-INCH OAK TREE, 27 FEET NORTH OF
 GC1940'THE CENTERLINE OF THE PAVED ROAD AND 70 FEET SOUTHEAST OF THE
 GC1940'SOUTHEAST CORNER OF A FRAME HOUSE, IS A PRE-CAST ALUMINUM
 GC1940'MONUMENT WITH MAGNETS.
 GC1940
 GC1940                          STATION RECOVERY (2006)
 GC1940
 GC1940'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2579 ***********************************************************************
 GC2579  DESIGNATION -  GUICES
 GC2579  PID         -  GC2579
 GC2579  STATE/COUNTY-  TN/HOUSTON
 GC2579  USGS QUAD   -  ERIN (1981)
 GC2579
 GC2579                         *CURRENT SURVEY CONTROL
 GC2579  ___________________________________________________________________
 GC2579* NAD 83(1995)-  36 19 38.88671(N)    087 37 43.33597(W)     ADJUSTED  
 GC2579* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GC2579  ___________________________________________________________________
 GC2579  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2579  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2579
 GC2579  HORZ ORDER  -  THIRD
 GC2579
 GC2579.The horizontal coordinates were established by classical geodetic methods
 GC2579.and adjusted by the National Geodetic Survey in April 1999..
 GC2579
 GC2579.The orthometric height was scaled from a topographic map.
 GC2579
 GC2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2579
 GC2579.The geoid height was determined by GEOID03.
 GC2579
 GC2579;                    North         East     Units Scale Factor Converg.
 GC2579;SPC TN       -   222,467.605   453,768.403   MT  0.99998540   -0 57 12.6
 GC2579;SPC TN       -   729,879.13  1,488,738.50   sFT  0.99998540   -0 57 12.6
 GC2579;UTM  16      - 4,020,453.903   443,571.211   MT  0.99963923   -0 22 20.8
 GC2579
 GC2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2579!SPC TN       -   0.99997350  x   0.99998540  =   0.99995890
 GC2579!UTM  16      -   0.99997350  x   0.99963923  =   0.99961274
 GC2579
 GC2579:                Primary Azimuth Mark                     Grid Az
 GC2579:SPC TN       -  GUICES AZ MK                             001 09 21.2
 GC2579:UTM  16      -  GUICES AZ MK                             000 34 29.4
 GC2579
 GC2579|---------------------------------------------------------------------|
 GC2579| PID    Reference Object                     Distance      Geod. Az  |
 GC2579|                                                           dddmmss.s |
 GC2579| CG5933 GUICES AZ MK                                       0001208.6 |
 GC2579| CG5934 GUICES RM 1                          23.983 METERS 05828     |
 GC2579| CG5935 GUICES RM 2                          23.507 METERS 30402     |
 GC2579|---------------------------------------------------------------------|
 GC2579
 GC2579                          SUPERSEDED SURVEY CONTROL
 GC2579
 GC2579  NAD 83(1995)-  36 19 38.88823(N)    087 37 43.33823(W) AD(       ) 3
 GC2579  NAD 83(1995)-  36 19 38.88996(N)    087 37 43.34090(W) AD(       ) 3
 GC2579  NAD 83(1986)-  36 19 38.89638(N)    087 37 43.33822(W) AD(       ) 3
 GC2579  NAD 27      -  36 19 38.70200(N)    087 37 43.27400(W) AD(       ) 3
 GC2579
 GC2579.Superseded values are not recommended for survey control.
 GC2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2579.See file dsdata.txt to determine how the superseded data were derived.
 GC2579
 GC2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4357120454(NAD 83)
 GC2579_MARKER: DS = TRIANGULATION STATION DISK
 GC2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2579
 GC2579  HISTORY     - Date     Condition        Report By
 GC2579  HISTORY     - 1952     MONUMENTED       CGS
 GC2579
 GC2579                          STATION DESCRIPTION
 GC2579
 GC2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ELJ)
 GC2579'STATION IS LOCATED ON THE PROPERTY OF C.C. TOMLINSON ON THE SOUTH
 GC2579'SIDE OF STATE HIGHWAY 13 ABOUT 3 MILES EAST OF ERIN.  IT IS 185 FEET
 GC2579'SOUTHWEST OF THE INTERSECTION OF HIGHWAY 13 AND A GRAVEL CROSSROAD,
 GC2579'41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF A
 GC2579'WHITE WITNESS POST AND 4 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 GC2579'FIELD. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2579'GUICES 1952.
 GC2579'
 GC2579'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC2579'AND 25 FEET EAST OF A PEACH TREE. THE MARK PROJECTS ABOUT 4 INCHES
 GC2579'AND THE DISK IS STAMPED GUICES NO. 1 1952.
 GC2579'
 GC2579'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GC2579'10 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE. THE
 GC2579'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GUICES NO. 2
 GC2579'1952.
 GC2579'
 GC2579'AZIMUTH MARK IS AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 12
 GC2579'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 3 FEET NORTHWEST OF A
 GC2579'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2579'STAMPED GUICES 1952.
 GC2579'
 GC2579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 49,
 GC2579'WHICH IS ABOUT 1.0 MILE EAST OF ERIN, GO NORTHEAST AND EAST ON
 GC2579'HIGHWAY 13 FOR 2.75 MILES TO A GRAVEL CROSSROAD AND THE STATION ON
 GC2579'THE RIGHT AS DESCRIBED.
 GC2579'
 GC2579'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO NORTH ON THE GRAVEL
 GC2579'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2579'
 GC2579'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1886 ***********************************************************************
 FC1886  DESIGNATION -  GUILD
 FC1886  PID         -  FC1886
 FC1886  STATE/COUNTY-  TN/MARION
 FC1886  USGS QUAD   -  SEQUATCHIE (1982)
 FC1886
 FC1886                         *CURRENT SURVEY CONTROL
 FC1886  ___________________________________________________________________
 FC1886* NAD 83(1995)-  35 02 30.71409(N)    085 31 36.34226(W)     ADJUSTED  
 FC1886* NAVD 88     -       470.7    (meters)    1544.     (feet)  VERTCON   
 FC1886  ___________________________________________________________________
 FC1886  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FC1886  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC1886
 FC1886  HORZ ORDER  -  SECOND
 FC1886
 FC1886.The horizontal coordinates were established by classical geodetic methods
 FC1886.and adjusted by the National Geodetic Survey in April 1999..
 FC1886
 FC1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1886
 FC1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1886
 FC1886.The geoid height was determined by GEOID03.
 FC1886
 FC1886;                    North         East     Units Scale Factor Converg.
 FC1886;SPC TN       -    78,717.299   643,180.739   MT  1.00004325   +0 16 37.4
 FC1886;SPC TN       -   258,258.34  2,110,168.81   sFT  1.00004325   +0 16 37.4
 FC1886;UTM  16      - 3,878,677.794   634,372.009   MT  0.99982253   +0 50 45.7
 FC1886
 FC1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1886!SPC TN       -   0.99993069  x   1.00004325  =   0.99997394
 FC1886!UTM  16      -   0.99993069  x   0.99982253  =   0.99975324
 FC1886
 FC1886|---------------------------------------------------------------------|
 FC1886| PID    Reference Object                     Distance      Geod. Az  |
 FC1886|                                                           dddmmss.s |
 FC1886| CG5936 GUILD RM 1                            5.368 METERS 04500     |
 FC1886| CG5937 GUILD RM 2                            5.904 METERS 15158     |
 FC1886| FC1444 HALE                                APPROX. 2.4 KM 2342233.8 |
 FC1886|---------------------------------------------------------------------|
 FC1886
 FC1886                          SUPERSEDED SURVEY CONTROL
 FC1886
 FC1886  NAD 83(1995)-  35 02 30.71423(N)    085 31 36.34222(W) AD(       ) 2
 FC1886  NAD 83(1995)-  35 02 30.71471(N)    085 31 36.34368(W) AD(       ) 2
 FC1886  NAD 83(1995)-  35 02 30.71597(N)    085 31 36.34116(W) AD(       ) 2
 FC1886  NAD 83(1986)-  35 02 30.71613(N)    085 31 36.34111(W) AD(       ) 2
 FC1886  NAD 27      -  35 02 30.44180(N)    085 31 36.47530(W) AD(       ) 2
 FC1886  NGVD 29 (07/19/86)  470.7    (m)         1544.     (f) VERT ANG       
 FC1886
 FC1886.Superseded values are not recommended for survey control.
 FC1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1886.See file dsdata.txt to determine how the superseded data were derived.
 FC1886
 FC1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3437278678(NAD 83)
 FC1886_MARKER: DE = TRAVERSE STATION DISK
 FC1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1886
 FC1886  HISTORY     - Date     Condition        Report By
 FC1886  HISTORY     - 1962     MONUMENTED       CGS
 FC1886  HISTORY     - 1972     GOOD             NGS
 FC1886
 FC1886                          STATION DESCRIPTION
 FC1886
 FC1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1886'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF GUILD, 1 MILE
 FC1886'SOUTHEAST OF HALES BAR DAM ON THE TENNESSEE RIVER AND ON THE
 FC1886'FIRST RIDGE TO THE WEST OF SPRING GULF ON RACCOON MOUNTAIN, ON MARION
 FC1886'COUNTY ROAD PROPERTY.
 FC1886'
 FC1886'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 134 AND U.S.
 FC1886'HIGHWAYS 41, 64 AND 72 IN GUILD, GO NORTHEAST ON THE U.S.
 FC1886'HIGHWAYS FOR 1.0 MILE TO A SIDE ROAD LEFT LEADING TO HALES BAR DAM,
 FC1886'CONTINUE NORTHEAST ON THE U.S. HIGHWAYS FOR 0.1 MILE TO A SIDE
 FC1886'ROAD RIGHT, TURN SHARP RIGHT AND FOLLOW MOUNTAIN ROAD FOR 1.35 MILE
 FC1886'TO THE STATION ON THE RIGHT.
 FC1886'
 FC1886'THE MARK IS 30 YARDS SOUTH OF THE TOP OF THE MOUNTAIN, 14 FEET EAST
 FC1886'OF THE APPROXIMATE CENTER OF A COUNTY ROAD AND 3.3 FEET NORTH
 FC1886'OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN THE
 FC1886'TOP OF A SQUARE CONCRETE POST, WHICH PROJECTS 6 INCHES AND IS
 FC1886'STAMPED GUILD 1962.
 FC1886'
 FC1886'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC1886'COUNTY ROAD AND 20.4 FEET NORTHEAST OF THE METAL WITNESS
 FC1886'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FC1886'WHICH IS FLUSH AND IS STAMPED GUILD NO 1 1962.
 FC1886'
 FC1886'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC1886'COUNTY ROAD AND 17.2 FEET SOUTHEAST OF THE METAL WITNESS POST AND
 FC1886'PROJECTS 6 INCHES.  IT IS A STANDARD DISK AND IS STAMPED GUILD NO 2
 FC1886'1962, IT IS SET IN THE TOP OF A SQUARE CONCRETE POST.
 FC1886'
 FC1886'TRAVERSE STATION HALE WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FC1886'THEREOF.
 FC1886
 FC1886                          STATION RECOVERY (1972)
 FC1886
 FC1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1886'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FC1886'GOOD CONDITION, AND THE DISTANCES TO THE REFERENCE MARKS WERE
 FC1886'VERIFIED.  THE STATION WAS NOT OCCUPIED.
 FC1886'
 FC1886'FOLLOWING IS A NEW AND MORE CONCISE STATION TO-REACH.
 FC1886'
 FC1886'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 41, 64 AND
 FC1886'72 AND STATE ROUTES 134 AND 156 SOUTHWEST OF THE POST OFFICE IN
 FC1886'HALETOWN, GO NORTHEASTERLY ON U. S. HIGHWAYS 41, 64 AND 72 FOR 0.25
 FC1886'OF A MILE TO THE POST OFFICE ON THE RIGHT, CONTINUE
 FC1886'NORTH-NORTHEASTERLY ON U. S.  HIGHWAYS 41, 64 AND 72 FOR 1.0 MILE
 FC1886'TO AN OILED ROAD ON THE LEFT LEADING INTO HALES BAR DAM.
 FC1886'CONTINUE NORTHERLY ON U. S. HIGHWAYS 41, 64 AND 72 FOR 0.25 OF A
 FC1886'MILE TO A GRADED ROAD SHARP RIGHT LEADING UPHILL INTO THE WOODS.
 FC1886'HERE TURN SHARP RIGHT ONTO THIS GRADED WOODS ROAD AND GO IN A
 FC1886'GENERAL SOUTHEASTERLY DIRECTION ON STEEP, ROCKY, WINDING ROAD
 FC1886'FOR 1.35 MILES TO WHERE THE ROAD SWINGS BACK TO THE
 FC1886'NORTH-NORTHEAST AND THE STATION ON THE RIGHT AS DESCRIBED.
 FC1886'
 FC1886'NOTE--THIS ROAD IS IN VERY BAD SHAPE IN MANY PLACES AND COULD NOT
 FC1886'BE TRAVELED IN WET WEATHER EXCEPT WITH FOUR-WHEEL DRIVE VEHICLES.
 FC1886'
 FC1886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 FC1886'NORTHEAST OF GUILD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1880 ***********************************************************************
 FC1880  DESIGNATION -  GUILD LOT
 FC1880  PID         -  FC1880
 FC1880  STATE/COUNTY-  TN/MARION
 FC1880  USGS QUAD   -  WAUHATCHIE (1976)
 FC1880
 FC1880                         *CURRENT SURVEY CONTROL
 FC1880  ___________________________________________________________________
 FC1880* NAD 83(1995)-  35 01 04.41198(N)    085 29 29.00306(W)     ADJUSTED  
 FC1880* NAVD 88     -                                                        
 FC1880  ___________________________________________________________________
 FC1880  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 FC1880  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1880
 FC1880  HORZ ORDER  -  THIRD
 FC1880
 FC1880.The horizontal coordinates were established by classical geodetic methods
 FC1880.and adjusted by the National Geodetic Survey in April 1999..
 FC1880
 FC1880
 FC1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1880
 FC1880.The geoid height was determined by GEOID03.
 FC1880
 FC1880;                    North         East     Units Scale Factor Converg.
 FC1880;SPC TN       -    76,073.832   646,422.059   MT  1.00004907   +0 17 51.9
 FC1880;SPC TN       -   249,585.56  2,120,803.04   sFT  1.00004907   +0 17 51.9
 FC1880;SPC GA W     -   557,210.914   579,103.166   MT  1.00008008   -0 45 36.9
 FC1880;SPC GA W     - 1,828,116.14  1,899,940.97   sFT  1.00008008   -0 45 36.9
 FC1880;UTM  16      - 3,876,067.188   637,638.687   MT  0.99983348   +0 51 57.0
 FC1880
 FC1880                          SUPERSEDED SURVEY CONTROL
 FC1880
 FC1880  NAD 83(1995)-  35 01 04.41203(N)    085 29 29.00307(W) AD(       ) 4
 FC1880  NAD 83(1995)-  35 01 04.41257(N)    085 29 29.00469(W) AD(       ) 4
 FC1880  NAD 83(1995)-  35 01 04.41353(N)    085 29 29.00231(W) AD(       ) 4
 FC1880  NAD 83(1986)-  35 01 04.41378(N)    085 29 29.00234(W) AD(       ) 4
 FC1880  NAD 27      -  35 01 04.14053(N)    085 29 29.14087(W) AD(       ) 3
 FC1880
 FC1880.Superseded values are not recommended for survey control.
 FC1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1880.See file dsdata.txt to determine how the superseded data were derived.
 FC1880
 FC1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3763976067(NAD 83)
 FC1880_MARKER: 57 = LOOKOUT TOWER
 FC1880
 FC1880  HISTORY     - Date     Condition        Report By
 FC1880  HISTORY     - 1972     FIRST OBSERVED   NGS
 FC1880
 FC1880                          STATION DESCRIPTION
 FC1880
 FC1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1880'THE GUILD LOOKOUT TOWER (TENNESSEE STATE FOREST SERVICE) IS
 FC1880'LOCATED 11 MILES WEST OF CHATTANOOGA, 7 MILES EAST-NORTHEAST
 FC1880'OF THE TENNESSEE-ALABAMA-GEORGIA BOUNDARY CORNER, 3 MILES
 FC1880'EAST-NORTHEAST OF EXIT 31 OF INTERSTATE HIGHWAY 24, ON THE
 FC1880'SOUTH SIDE OF NICKAJACK LAKE, ON THE HIGHEST POINT OF AETNA
 FC1880'RIDGE, ADJACENT TO TRIANGULATION STATION AETNA 1934.
 FC1880'
 FC1880'THE LOOKOUT TOWER IS THE STANDARD 4-LEGGED TYPE WITH A POINTED
 FC1880'ROOF, ABOUT 80 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP CENTER.
 FC1880'
 FC1880'STATION AETNA 1934 IS SOUTH-SOUTHWEST OF THE TOWER, THE
 FC1880'DISTANCE BEING 36.8 FEET, 11.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2311 ***********************************************************************
 FE2311  DESIGNATION -  GURLEY
 FE2311  PID         -  FE2311
 FE2311  STATE/COUNTY-  TN/HENDERSON
 FE2311  USGS QUAD   -  JUNO (1980)
 FE2311
 FE2311                         *CURRENT SURVEY CONTROL
 FE2311  ___________________________________________________________________
 FE2311* NAD 83(1995)-  35 42 13.24450(N)    088 36 10.98530(W)     ADJUSTED  
 FE2311* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2311  ___________________________________________________________________
 FE2311  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FE2311  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2311
 FE2311  HORZ ORDER  -  SECOND
 FE2311
 FE2311.The horizontal coordinates were established by classical geodetic methods
 FE2311.and adjusted by the National Geodetic Survey in April 1999..
 FE2311
 FE2311.The orthometric height was scaled from a topographic map.
 FE2311
 FE2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2311
 FE2311.The geoid height was determined by GEOID03.
 FE2311
 FE2311;                    North         East     Units Scale Factor Converg.
 FE2311;SPC TN       -   155,170.969   364,463.733   MT  0.99995098   -1 31 26.1
 FE2311;SPC TN       -   509,090.09  1,195,744.76   sFT  0.99995098   -1 31 26.1
 FE2311;UTM  16      - 3,952,267.100   354,976.136   MT  0.99985917   -0 56 08.5
 FE2311
 FE2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2311!SPC TN       -   0.99997241  x   0.99995098  =   0.99992339
 FE2311!UTM  16      -   0.99997241  x   0.99985917  =   0.99983159
 FE2311
 FE2311|---------------------------------------------------------------------|
 FE2311| PID    Reference Object                     Distance      Geod. Az  |
 FE2311|                                                           dddmmss.s |
 FE2311| CG3401 GURLEY RM 1                          35.314 METERS 00446     |
 FE2311| FE2298 OBRAIN                              APPROX. 9.5 KM 0411926.1 |
 FE2311| CG3402 GURLEY RM 2                          60.076 METERS 05006     |
 FE2311| FE2312 GURLEY 2                             22.010 METERS 33149     |
 FE2311| CG3400 GURLEY AZ MK                                       3314954.2 |
 FE2311|---------------------------------------------------------------------|
 FE2311
 FE2311                          SUPERSEDED SURVEY CONTROL
 FE2311
 FE2311  NAD 83(1995)-  35 42 13.24857(N)    088 36 10.99132(W) AD(       ) 2
 FE2311  NAD 83(1986)-  35 42 13.25571(N)    088 36 10.98623(W) AD(       ) 2
 FE2311  NAD 27      -  35 42 13.00900(N)    088 36 10.79300(W) AD(       ) 2
 FE2311
 FE2311.Superseded values are not recommended for survey control.
 FE2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2311.See file dsdata.txt to determine how the superseded data were derived.
 FE2311
 FE2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5497652267(NAD 83)
 FE2311_MARKER: DS = TRIANGULATION STATION DISK
 FE2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2311
 FE2311  HISTORY     - Date     Condition        Report By
 FE2311  HISTORY     - 1934     MONUMENTED       CGS
 FE2311  HISTORY     - 1951     SEE DESCRIPTION  CGS
 FE2311
 FE2311                          STATION DESCRIPTION
 FE2311
 FE2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2311'ABOUT 12 MILES WEST-NORTHWEST OF LEXINGTON, ON PROPERTY OF GEORGE W.
 FE2311'GURLEY, ON SMALL KNOLL ABOUT 200 FEET SOUTH-SOUTHEAST
 FE2311'OF GURLEYS RESIDENCE, 33 FEET SOUTH OF 14-INCH WHITE-OAK TREE, AND
 FE2311'52 FEET SOUTH OF CENTER LINE OF COUNTY ROAD.  TO REACH FROM
 FE2311'JACKSON, FOLLOW U.S. ROUTE 70 NORTHEAST ABOUT 7 MILES TO JCT WITH
 FE2311'STATE ROUTE 20, THENCE EAST 8.1 MILES ON ROUTE 20 (OR 0.4 MILE
 FE2311'BEYOND HENDERSON-MADISON COUNTY LINE), TURN RIGHT ONTO DIRT RD, AND
 FE2311'PROCEED 0.3 MILE TO HOME OF MR. GURLEY AND STATION SITE. SURFACE AND
 FE2311'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FE2311'CONCRETE.  UPPER MARK PROJECTS 12 INCHES ABOVE
 FE2311'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2311'DISKS IN CONCRETE.  NO. 1 IS IN MR. GURLEYS YARD, 3 FEET
 FE2311'EAST OF FENCE, 16 FEET SOUTH-SOUTHEAST OF 24-INCH WHITE-OAK TREE,
 FE2311'AND 115.86 FEET FROM STATION N 4 DEG 46 MIN E.  NO. 2 IS 10
 FE2311'FEET SOUTHEAST OF CENTER LINE OF COUNTY ROAD, 4 FEET NORTHWEST OF
 FE2311'RAIL FENCE, AND 197.10 FEET FROM STATION.
 FE2311'AZIMUTH MARK IS IN RIGHT-OF-WAY OF AND 33 FEET NORTH OF CENTER
 FE2311'LINE OF ROUTE 20, 0.1 MILE EAST OF MADISON-HENDERSON COUNTY LINE, AND
 FE2311'ABOUT 0.35 MILE FROM STATION.
 FE2311
 FE2311                          STATION RECOVERY (1951)
 FE2311
 FE2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2311'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 FE2311'FAIR CONDITION.  DISTANCE AND
 FE2311'DIRECTION TO REFERENCE MARK NO. 2 WAS CHECKED.  IT WAS IMPOSSIBLE TO
 FE2311'CHECK THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AS A
 FE2311'GARAGE HAS BEEN BUILT OBSTRUCTING THE LINE.  THE MARK WAS ALSO LOOSE
 FE2311'DUE TO AN ATTEMPT BY MR.  E.M. USERY, NEW OWNER OF THE PROPERTY, TO
 FE2311'REMOVE IT.  DUE TO THE REQUEST OF THIS OWNER THE STATION AND
 FE2311'REFERENCE MARKS WERE DESTROYED BY THIS PARTY.  AZIMUTH MARK WAS
 FE2311'HELD AND USED AS AZIMUTH TO A NEW STATION GURLEY 2 WHICH WAS
 FE2311'ESTABLISHED BY THIS PARTY.  DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2312 ***********************************************************************
 FE2312  DESIGNATION -  GURLEY 2
 FE2312  PID         -  FE2312
 FE2312  STATE/COUNTY-  TN/HENDERSON
 FE2312  USGS QUAD   -  JUNO (1980)
 FE2312
 FE2312                         *CURRENT SURVEY CONTROL
 FE2312  ___________________________________________________________________
 FE2312* NAD 83(1995)-  35 42 13.87399(N)    088 36 11.39875(W)     ADJUSTED  
 FE2312* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 FE2312  ___________________________________________________________________
 FE2312  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FE2312  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2312
 FE2312  HORZ ORDER  -  SECOND
 FE2312
 FE2312.The horizontal coordinates were established by classical geodetic methods
 FE2312.and adjusted by the National Geodetic Survey in April 1999..
 FE2312
 FE2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2312
 FE2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2312
 FE2312.The geoid height was determined by GEOID03.
 FE2312
 FE2312;                    North         East     Units Scale Factor Converg.
 FE2312;SPC TN       -   155,190.639   364,453.860   MT  0.99995097   -1 31 26.4
 FE2312;SPC TN       -   509,154.62  1,195,712.37   sFT  0.99995097   -1 31 26.4
 FE2312;UTM  16      - 3,952,286.666   354,966.062   MT  0.99985921   -0 56 08.8
 FE2312
 FE2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2312!SPC TN       -   0.99997257  x   0.99995097  =   0.99992354
 FE2312!UTM  16      -   0.99997257  x   0.99985921  =   0.99983178
 FE2312
 FE2312|---------------------------------------------------------------------|
 FE2312| PID    Reference Object                     Distance      Geod. Az  |
 FE2312|                                                           dddmmss.s |
 FE2312| CG3404 GURLEY 2 RM 3                        23.206 METERS 03738     |
 FE2312| FE2311 GURLEY                               22.010 METERS 15149     |
 FE2312| FE2318 LIBERTY LOT WT 24                   APPROX. 7.3 KM 2134501.1 |
 FE2312| CG3406 GURLEY 2 RM 5                        36.076 METERS 23801     |
 FE2312| CG3405 GURLEY 2 RM 4                        36.018 METERS 23802     |
 FE2312| CG3403 GURLEY 2 AZ MK RESET                               3164012.1 |
 FE2312| CG3400 GURLEY AZ MK                                       3314936.3 |
 FE2312|---------------------------------------------------------------------|
 FE2312
 FE2312                          SUPERSEDED SURVEY CONTROL
 FE2312
 FE2312  NAD 83(1995)-  35 42 13.87807(N)    088 36 11.40478(W) AD(       ) 2
 FE2312  NAD 83(1986)-  35 42 13.88523(N)    088 36 11.39969(W) AD(       ) 2
 FE2312  NAD 27      -  35 42 13.63900(N)    088 36 11.20700(W) AD(       ) 2
 FE2312  NGVD 29 (07/19/86)  203.0    (m)          666.     (f) VERT ANG       
 FE2312
 FE2312.Superseded values are not recommended for survey control.
 FE2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2312.See file dsdata.txt to determine how the superseded data were derived.
 FE2312
 FE2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5496652287(NAD 83)
 FE2312_MARKER: DS = TRIANGULATION STATION DISK
 FE2312_SETTING: 0 = UNSPECIFIED SETTING
 FE2312
 FE2312  HISTORY     - Date     Condition        Report By
 FE2312  HISTORY     - 1951     MONUMENTED       CGS
 FE2312  HISTORY     - 1958     GOOD             CGS
 FE2312
 FE2312                          STATION DESCRIPTION
 FE2312
 FE2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2312'STATION IS LOCATED ABOUT 12 MILES NW OF LEXINGTON, 13.5 MILES NE OF
 FE2312'THE CENTER OF JACKSON, AND ON PROPERTY OWNED BY MR.  E.M. USERY.  IT
 FE2312'IS 23 FEET N OF THE CENTER OF A DIRT ROAD, 42 FEET SW OF THE SW
 FE2312'CORNER OF A GARAGE, 81 FEET SW OF A 30-INCH OAK TREE.
 FE2312'
 FE2312'STATION IS A STANDARD STATION DISK CEMENTED IN THE TOP OF A 4-INCH
 FE2312'CAST-IRON PIPE SET 18 INCHES BELOW THE SURFACE OF THE GROUND AND
 FE2312'STAMPED GURLEY 2 1951.  UNDERGROUND MARK IS SET IN CONCRETE.
 FE2312'
 FE2312'REFERENCE MARK 3 IS 6 FEET S OF THE 30-INCH OAK TREE, 20 FEET W OF
 FE2312'THE CENTER OF A DRIVEWAY, 26.5 FEET N OF THE NW CORNER OF THE
 FE2312'GARAGE, AND 60 FEET N OF THE CENTER OF THE DIRT ROAD.  IT IS A
 FE2312'STANDARD REFERENCE DISK CEMENTED IN THE TOP OF A 4-INCH CAST-IRON
 FE2312'PIPE SET FLUSH WITH THE GROUND, AND STAMPED GURLEY 2 NO 3 1951.
 FE2312'
 FE2312'REFERENCE MARK 4 IS 17 FEET E OF A 24-INCH OAK TREE AND 28 FEET S OF
 FE2312'THE CENTER OF THE DIRT ROAD.  IT IS A STANDARD REFERENCE DISK
 FE2312'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 2
 FE2312'INCHES, AND IS STAMPED GURLEY 2 NO 4 1951.
 FE2312'
 FE2312'AZIMUTH MARK IS IN THE RIGHT-OF-WAY AND 33 FEET E OF THE CENTER LINE
 FE2312'OF STATE HIGHWAY 20.  IT IS A STANDARD REFERENCE DISK, SET IN
 FE2312'CONCRETE, PROJECTS ABOUT 10 INCHES, AND IS STAMPED GURLEY AZI 1934.
 FE2312'
 FE2312'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20
 FE2312'ABOUT 6 MILES NE OF JACKSON, GO NE ON HIGHWAY 20 FOR 8.3 MILES
 FE2312'TO THE HENDERSON-MADISON COUNTY LINE, CONTINUE AHEAD FOR 0.15 MILE
 FE2312'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE AHEAD ON
 FE2312'HIGHWAY 20 FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT ON DIRT ROAD FOR
 FE2312'0.25 MILE TO MR.  USERYS RESIDENCE AND THE STATION ON THE RIGHT
 FE2312'AS DESCRIBED.
 FE2312'
 FE2312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2312
 FE2312                          STATION RECOVERY (1958)
 FE2312
 FE2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2312'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD
 FE2312'CONDITION.  REFERENCE MARK 4 AND THE
 FE2312'AZIMUTH MARK WERE DESTROYED.  A NEW AZIMUTH MARK AND A REFERENCE MARK
 FE2312'5 WERE ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK
 FE2312'3 CHECKED WITH THE ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION OF
 FE2312'THE STATION AND REFERENCE MARK 3 ARE ADEQUATE.
 FE2312'
 FE2312'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 FE2312'HIGHWAY 20 LOCATED ABOUT 6 MILES NORTHEAST OF JACKSON, GO
 FE2312'NORTHEAST ON HIGHWAY 20 FOR 8.3 MILES TO THE HENDERSON-MADISON COUNTY
 FE2312'LINE AND THE AZIMUTH MARK ON THE LEFT. CONTINUE EASTERLY ON HIGHWAY
 FE2312'20 FOR 0.4 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FE2312'SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE
 FE2312'RIGHT.
 FE2312'
 FE2312'REFERENCE MARK 5 IS 28 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FE2312'ROAD AND 15 FEET EAST OF A 30 INCH OAK TREE.  THE MONUMENT IS
 FE2312'FLUSH AND THE DISK IS STAMPED GURLEY 2 NO 5 1951.
 FE2312'
 FE2312'39-6/15 (TNDG) WPA STATION IS 120 FEET NORTHEAST OF A HIGH LINE
 FE2312'TOWER, ABOUT 150 YARDS WEST OF A FRAME HOUSE AND IS
 FE2312'ON THE NORTH SLOPE OF A KNOLL IN MR. E.M. USERYS GARDEN.  IT IS A
 FE2312'STANDARD TENNESSEE DIVISION OF GEOLOGY W.P.A. STATION MARK
 FE2312'DISK STAMPED 39-6/15 SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 FE2312'THAT PROJECTS 8 INCHES.
 FE2312'
 FE2312'THE AZIMUTH MARK IS SET AT THE HENDERSON-MADISON COUNTY LINE, 30 FEET
 FE2312'NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, 9 FEET SOUTHWEST OF
 FE2312'A POWER LINE POLE AND 4 FEET NORTHEAST OF THE HENDERSON-MADISON
 FE2312'COUNTY LINE MARKER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2312'GURLEY 2 1934 RESET 1958.
 FE2312'
 FE2312'HEIGHT OF LIGHT 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0966 ***********************************************************************
 FD0966  DESIGNATION -  GUS
 FD0966  PID         -  FD0966
 FD0966  STATE/COUNTY-  TN/WAYNE
 FD0966  USGS QUAD   -  EAGLE CREEK (1972)
 FD0966
 FD0966                         *CURRENT SURVEY CONTROL
 FD0966  ___________________________________________________________________
 FD0966* NAD 83(1995)-  35 18 34.87203(N)    087 56 09.66060(W)     ADJUSTED  
 FD0966* NAVD 88     -       152.363  (meters)     499.88   (feet)  ADJUSTED  
 FD0966  ___________________________________________________________________
 FD0966  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FD0966  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0966  DYNAMIC HT  -         152.222 (meters)     499.42  (feet)  COMP
 FD0966  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0966
 FD0966  HORZ ORDER  -  SECOND
 FD0966  VERT ORDER  -  SECOND    CLASS 0
 FD0966
 FD0966.The horizontal coordinates were established by classical geodetic methods
 FD0966.and adjusted by the National Geodetic Survey in April 1999..
 FD0966
 FD0966.The orthometric height was determined by differential leveling
 FD0966.and adjusted by the National Geodetic Survey in June 1991..
 FD0966
 FD0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0966
 FD0966.The geoid height was determined by GEOID03.
 FD0966
 FD0966.The dynamic height is computed by dividing the NAVD 88
 FD0966.geopotential number by the normal gravity value computed on the
 FD0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0966.degrees latitude (g = 980.6199 gals.).
 FD0966
 FD0966.The modeled gravity was interpolated from observed gravity values.
 FD0966
 FD0966;                    North         East     Units Scale Factor Converg.
 FD0966;SPC TN       -   110,067.889   423,946.266   MT  0.99999000   -1 08 00.3
 FD0966;SPC TN       -   361,114.40  1,390,897.04   sFT  0.99999000   -1 08 00.3
 FD0966;UTM  16      - 3,907,788.775   414,908.701   MT  0.99968923   -0 32 27.8
 FD0966
 FD0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0966!SPC TN       -   0.99998046  x   0.99999000  =   0.99997046
 FD0966!UTM  16      -   0.99998046  x   0.99968923  =   0.99966970
 FD0966
 FD0966|---------------------------------------------------------------------|
 FD0966| PID    Reference Object                     Distance      Geod. Az  |
 FD0966|                                                           dddmmss.s |
 FD0966| FD0967 GUS RM 1                             20.700 METERS 09159     |
 FD0966| FD0965 GUS RM 2                             19.080 METERS 26219     |
 FD0966| FD0964 GUS AZ MK                           APPROX. 1.2 KM 2641139.0 |
 FD0966|---------------------------------------------------------------------|
 FD0966
 FD0966                          SUPERSEDED SURVEY CONTROL
 FD0966
 FD0966  NAD 83(1995)-  35 18 34.87613(N)    087 56 09.66123(W) AD(       ) 2
 FD0966  NAD 83(1995)-  35 18 34.87620(N)    087 56 09.66129(W) AD(       ) 2
 FD0966  NAD 83(1995)-  35 18 34.87825(N)    087 56 09.66047(W) AD(       ) 2
 FD0966  NAD 83(1986)-  35 18 34.88156(N)    087 56 09.65992(W) AD(       ) 2
 FD0966  NAD 27      -  35 18 34.60320(N)    087 56 09.56270(W) AD(       ) 2
 FD0966  NGVD 29 (??/??/92)  152.356  (m)          499.85   (f) ADJ UNCH    2 0
 FD0966
 FD0966.Superseded values are not recommended for survey control.
 FD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0966.See file dsdata.txt to determine how the superseded data were derived.
 FD0966
 FD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1490907789(NAD 83)
 FD0966_MARKER: DD = SURVEY DISK
 FD0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0966_STAMPING: GUS 1962
 FD0966_MARK LOGO: TNHD  
 FD0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0966+STABILITY: SURFACE MOTION
 FD0966
 FD0966  HISTORY     - Date     Condition        Report By
 FD0966  HISTORY     - 1962     MONUMENTED       TNHD
 FD0966  HISTORY     - 1962     GOOD             TNHD
 FD0966
 FD0966                          STATION DESCRIPTION
 FD0966
 FD0966'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0966'10 MI W FROM WAYNESBORO.
 FD0966'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0966'HIGHWAY 64 FOR 10 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD0966'LOCATED 85 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 27
 FD0966'FEET NORTHWEST OF A POWERPOLE AND 3.4 FEET SOUTHWEST OF A
 FD0966'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0966'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0966'WITH THE GROUND.
 FD0966
 FD0966                          STATION RECOVERY (1962)
 FD0966
 FD0966'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0966'THE STATION IS LOCATED ABOUT 10 MILES WEST OF WAYNESBORO.
 FD0966'
 FD0966'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 15 AND 114,
 FD0966'GO 0.8 MILE EAST ON STATE ROUTE 15 TO A HIGHWAY CUT AND THE STATION
 FD0966'ON THE LEFT.
 FD0966'
 FD0966'THE STATION IS 85 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FD0966'15, 27 FEET NORTHWEST OF A POWERPOLE, AND 3.4 FEET SOUTHWEST OF A
 FD0966'WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD0966'HIGHWAY DEPARTMENT DISKS STAMPED--GUS 1962--. THE UNDERGROUND MARK IS
 FD0966'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 FD0966'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0966'
 FD0966'REFERENCE MARK NO 1 IS 16 FEET NORTH OF A FENCE.  THE MARK IS A
 FD0966'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 FD0966'OUTCROPPING BEDROCK AND THE DISK IS STAMPED--GUS RM 1 1962--.
 FD0966'
 FD0966'REFERENCE MARK NO 2 IS 24 FEET NORTH OF A FENCE AND 19 FEET SOUTHEAST
 FD0966'OF AN 8-INCH SUGAR MAPLE TREE.  THE MARK IS A STANDARD TENNESSEE
 FD0966'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 FD0966'OUTCROPPING BEDROCK AND THE DISK IS STAMPED--GUS RM 2 1962--.
 FD0966'
 FD0966'THE AZIMUTH MARK IS 26 FEET NORTH OF THE FENCE AROUND TVA SUB STATION
 FD0966'S-443, 3.9 FEET EAST OF A WITNESS POST, AND 3 FEET SOUTH OF A POWER
 FD0966'POLE THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0966'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0966'STAMPED--GUS AZI 1962--.
 FD0966'
 FD0966'TO REACH THE MARK FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO
 FD0966'10 MILES WEST ON STATE ROUTE 15 TO THE INTERSECTION OF STATE ROUTE 15
 FD0966'AND 114 AND THE MARK ON THE LEFT.
 FD0966'
 FD0966'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0966'
 FD0966'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0964 ***********************************************************************
 FD0964  DESIGNATION -  GUS AZ MK
 FD0964  PID         -  FD0964
 FD0964  STATE/COUNTY-  TN/WAYNE
 FD0964  USGS QUAD   -  EAGLE CREEK (1972)
 FD0964
 FD0964                         *CURRENT SURVEY CONTROL
 FD0964  ___________________________________________________________________
 FD0964* NAD 83(1995)-  35 18 31.04445(N)    087 56 55.55459(W)     ADJUSTED  
 FD0964* NAVD 88     -       138.579  (meters)     454.65   (feet)  ADJUSTED  
 FD0964  ___________________________________________________________________
 FD0964  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FD0964  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0964  DYNAMIC HT  -         138.451 (meters)     454.23  (feet)  COMP
 FD0964  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FD0964
 FD0964  HORZ ORDER  -  SECOND
 FD0964  VERT ORDER  -  SECOND    CLASS 0
 FD0964
 FD0964.The horizontal coordinates were established by classical geodetic methods
 FD0964.and adjusted by the National Geodetic Survey in April 1999..
 FD0964
 FD0964.The orthometric height was determined by differential leveling
 FD0964.and adjusted by the National Geodetic Survey in June 1991..
 FD0964
 FD0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0964
 FD0964.The geoid height was determined by GEOID03.
 FD0964
 FD0964.The dynamic height is computed by dividing the NAVD 88
 FD0964.geopotential number by the normal gravity value computed on the
 FD0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0964.degrees latitude (g = 980.6199 gals.).
 FD0964
 FD0964.The modeled gravity was interpolated from observed gravity values.
 FD0964
 FD0964;                    North         East     Units Scale Factor Converg.
 FD0964;SPC TN       -   109,972.962   422,784.787   MT  0.99999017   -1 08 27.2
 FD0964;SPC TN       -   360,802.96  1,387,086.42   sFT  0.99999017   -1 08 27.2
 FD0964;UTM  16      - 3,907,681.876   413,748.614   MT  0.99969168   -0 32 54.2
 FD0964
 FD0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0964!SPC TN       -   0.99998263  x   0.99999017  =   0.99997280
 FD0964!UTM  16      -   0.99998263  x   0.99969168  =   0.99967431
 FD0964
 FD0964                          SUPERSEDED SURVEY CONTROL
 FD0964
 FD0964  NAD 83(1995)-  35 18 31.04854(N)    087 56 55.55538(W) AD(       ) 2
 FD0964  NAD 83(1995)-  35 18 31.04861(N)    087 56 55.55542(W) AD(       ) 2
 FD0964  NAD 83(1995)-  35 18 31.05069(N)    087 56 55.55462(W) AD(       ) 2
 FD0964  NAD 83(1986)-  35 18 31.05395(N)    087 56 55.55404(W) AD(       ) 2
 FD0964  NAD 27      -  35 18 30.77530(N)    087 56 55.45390(W) AD(       ) 2
 FD0964  NGVD 29 (??/??/92)  138.576  (m)          454.64   (f) ADJ UNCH    2 0
 FD0964
 FD0964.Superseded values are not recommended for survey control.
 FD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0964.See file dsdata.txt to determine how the superseded data were derived.
 FD0964
 FD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1374907682(NAD 83)
 FD0964_MARKER: DD = SURVEY DISK
 FD0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0964_STAMPING: GUS AZI 1962
 FD0964_MARK LOGO: TNHD  
 FD0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0964+STABILITY: SURFACE MOTION
 FD0964
 FD0964  HISTORY     - Date     Condition        Report By
 FD0964  HISTORY     - 1962     MONUMENTED       TNHD
 FD0964  HISTORY     - 1962     GOOD             TNHD
 FD0964
 FD0964                          STATION DESCRIPTION
 FD0964
 FD0964'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0964'THE AZIMUTH MARK IS 26 FEET NORTH OF THE FENCE AROUND TVA SUB STATION
 FD0964'S-443, 3.9 FEET EAST OF A
 FD0964'WITNESS POST, AND 3 FEET SOUTH OF A POWER POLE.
 FD0964'THE MARK IS A STANDARD TENNESSEE
 FD0964'HIGHWAY DEPARTMENT DISK SET IN A
 FD0964'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD0964'DISK IS STAMPED GUS AZI 1962.
 FD0964'
 FD0964'TO REACH THE MARK FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO
 FD0964'10 MILES WEST ON STATE
 FD0964'ROUTE 15 TO THE INTERSECTION OF STATE ROUTE 15 AND 114
 FD0964'AND THE MARK ON THE LEFT.
 FD0964
 FD0964                          STATION RECOVERY (1962)
 FD0964
 FD0964'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0964'10 MI W FROM WAYNESBORO.
 FD0964'FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0964'HIGHWAY 64 FOR 10 MILES TO THE JUNCTION OF U.S. HIGHWAY 64 AND
 FD0964'STATE ROUTE 114 AND THE MARK ON THE LEFT.  THE AZIMUTH MARK IS
 FD0964'26 FEET NORTH OF A FENCE AROUND TVA SUB STATION S-443, 3.9 FEET
 FD0964'EAST OF A WITNESS POST AND 3 FEET SOUTH OF A POWER POLE.  THE
 FD0964'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0964'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0967 ***********************************************************************
 FD0967  DESIGNATION -  GUS RM 1
 FD0967  PID         -  FD0967
 FD0967  STATE/COUNTY-  TN/WAYNE
 FD0967  USGS QUAD   -  EAGLE CREEK (1972)
 FD0967
 FD0967                         *CURRENT SURVEY CONTROL
 FD0967  ___________________________________________________________________
 FD0967* NAD 83(1986)-  35 18 34.     (N)    087 56 09.     (W)     SCALED    
 FD0967* NAVD 88     -       151.620  (meters)     497.44   (feet)  ADJUSTED  
 FD0967  ___________________________________________________________________
 FD0967  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0967  DYNAMIC HT  -         151.480 (meters)     496.98  (feet)  COMP
 FD0967  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0967
 FD0967  VERT ORDER  -  SECOND    CLASS 0
 FD0967
 FD0967.The horizontal coordinates were scaled from a topographic map and have
 FD0967.an estimated accuracy of +/- 6 seconds.
 FD0967
 FD0967.The orthometric height was determined by differential leveling
 FD0967.and adjusted by the National Geodetic Survey in June 1991..
 FD0967
 FD0967.The geoid height was determined by GEOID03.
 FD0967
 FD0967.The dynamic height is computed by dividing the NAVD 88
 FD0967.geopotential number by the normal gravity value computed on the
 FD0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0967.degrees latitude (g = 980.6199 gals.).
 FD0967
 FD0967.The modeled gravity was interpolated from observed gravity values.
 FD0967
 FD0967;                    North         East    Units  Estimated Accuracy
 FD0967;SPC TN       -   110,040.      423,960.      MT  (+/- 180 meters Scaled)
 FD0967
 FD0967                          SUPERSEDED SURVEY CONTROL
 FD0967
 FD0967  NGVD 29 (??/??/92)  151.612  (m)          497.41   (f) ADJ UNCH    2 0
 FD0967
 FD0967.Superseded values are not recommended for survey control.
 FD0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0967.See file dsdata.txt to determine how the superseded data were derived.
 FD0967
 FD0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE149077(NAD 83)
 FD0967_MARKER: DD = SURVEY DISK
 FD0967_SETTING: 66 = SET IN ROCK OUTCROP
 FD0967_SP_SET: OUTCROPPING BEDROCK
 FD0967_STAMPING: GUS RM 1 1962
 FD0967_MARK LOGO: TNHD  
 FD0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0967+STABILITY: POSITION/ELEVATION WELL
 FD0967
 FD0967  HISTORY     - Date     Condition        Report By
 FD0967  HISTORY     - 1962     MONUMENTED       TNHD
 FD0967
 FD0967                          STATION DESCRIPTION
 FD0967
 FD0967'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0967'10 MI W FROM WAYNESBORO.
 FD0967'THIS MARK IS LOCATED AT THE GUS 1962 STATION SITE, 16 FEET
 FD0967'NORTH OF A FENCE, AND 68 FEET EAST OF THE STATION.  THE MARK IS
 FD0967'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 FD0967'IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0965 ***********************************************************************
 FD0965  DESIGNATION -  GUS RM 2
 FD0965  PID         -  FD0965
 FD0965  STATE/COUNTY-  TN/WAYNE
 FD0965  USGS QUAD   -  EAGLE CREEK (1972)
 FD0965
 FD0965                         *CURRENT SURVEY CONTROL
 FD0965  ___________________________________________________________________
 FD0965* NAD 83(1986)-  35 18 34.     (N)    087 56 09.     (W)     SCALED    
 FD0965* NAVD 88     -       151.606  (meters)     497.39   (feet)  ADJUSTED  
 FD0965  ___________________________________________________________________
 FD0965  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0965  DYNAMIC HT  -         151.465 (meters)     496.93  (feet)  COMP
 FD0965  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0965
 FD0965  VERT ORDER  -  SECOND    CLASS 0
 FD0965
 FD0965.The horizontal coordinates were scaled from a topographic map and have
 FD0965.an estimated accuracy of +/- 6 seconds.
 FD0965
 FD0965.The orthometric height was determined by differential leveling
 FD0965.and adjusted by the National Geodetic Survey in June 1991..
 FD0965
 FD0965.The geoid height was determined by GEOID03.
 FD0965
 FD0965.The dynamic height is computed by dividing the NAVD 88
 FD0965.geopotential number by the normal gravity value computed on the
 FD0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0965.degrees latitude (g = 980.6199 gals.).
 FD0965
 FD0965.The modeled gravity was interpolated from observed gravity values.
 FD0965
 FD0965;                    North         East    Units  Estimated Accuracy
 FD0965;SPC TN       -   110,040.      423,960.      MT  (+/- 180 meters Scaled)
 FD0965
 FD0965                          SUPERSEDED SURVEY CONTROL
 FD0965
 FD0965  NGVD 29 (??/??/92)  151.598  (m)          497.37   (f) ADJ UNCH    2 0
 FD0965
 FD0965.Superseded values are not recommended for survey control.
 FD0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0965.See file dsdata.txt to determine how the superseded data were derived.
 FD0965
 FD0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE149077(NAD 83)
 FD0965_MARKER: DD = SURVEY DISK
 FD0965_SETTING: 66 = SET IN ROCK OUTCROP
 FD0965_SP_SET: OUTCROPPING BEDROCK
 FD0965_STAMPING: GUS RM 2 1962
 FD0965_MARK LOGO: TNHD  
 FD0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0965+STABILITY: POSITION/ELEVATION WELL
 FD0965
 FD0965  HISTORY     - Date     Condition        Report By
 FD0965  HISTORY     - 1962     MONUMENTED       TNHD
 FD0965
 FD0965                          STATION DESCRIPTION
 FD0965
 FD0965'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0965'10 MI W FROM WAYNESBORO.
 FD0965'THIS MARK IS LOCATED AT THE GUS 1962 STATION SITE, 24 FEET
 FD0965'NORTH OF A FENCE, 19 FEET SOUTHEAST OF A 8-INCH SUGAR MAPLE TREE
 FD0965'AND 63 FEET WEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0965'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1279 ***********************************************************************
 FC1279  DESIGNATION -  GWM 14
 FC1279  PID         -  FC1279
 FC1279  STATE/COUNTY-  TN/HAMILTON
 FC1279  USGS QUAD   -  CHATTANOOGA (1976)
 FC1279
 FC1279                         *CURRENT SURVEY CONTROL
 FC1279  ___________________________________________________________________
 FC1279* NAD 83(1986)-  35 01 19.     (N)    085 16 10.     (W)     SCALED    
 FC1279* NAVD 88     -       209.895  (meters)     688.63   (feet)  ADJUSTED  
 FC1279  ___________________________________________________________________
 FC1279  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1279  DYNAMIC HT  -         209.687 (meters)     687.95  (feet)  COMP
 FC1279  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 FC1279
 FC1279  VERT ORDER  -  FIRST     CLASS II
 FC1279
 FC1279.The horizontal coordinates were scaled from a topographic map and have
 FC1279.an estimated accuracy of +/- 6 seconds.
 FC1279
 FC1279.The orthometric height was determined by differential leveling
 FC1279.and adjusted by the National Geodetic Survey in June 1991..
 FC1279
 FC1279.The geoid height was determined by GEOID03.
 FC1279
 FC1279.The dynamic height is computed by dividing the NAVD 88
 FC1279.geopotential number by the normal gravity value computed on the
 FC1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1279.degrees latitude (g = 980.6199 gals.).
 FC1279
 FC1279.The modeled gravity was interpolated from observed gravity values.
 FC1279
 FC1279;                    North         East    Units  Estimated Accuracy
 FC1279;SPC TN       -    76,650.      666,680.      MT  (+/- 180 meters Scaled)
 FC1279
 FC1279                          SUPERSEDED SURVEY CONTROL
 FC1279
 FC1279  NGVD 29 (??/??/92)  209.906  (m)          688.67   (f) ADJ UNCH    1 2
 FC1279
 FC1279.Superseded values are not recommended for survey control.
 FC1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1279.See file dsdata.txt to determine how the superseded data were derived.
 FC1279
 FC1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD578768(NAD 83)
 FC1279_MARKER: DD = SURVEY DISK
 FC1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1279_SP_SET: RETAINING WALL
 FC1279_STAMPING: GWM 14 689 1936
 FC1279_MARK LOGO: USGS  
 FC1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1279+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 FC1279
 FC1279  HISTORY     - Date     Condition        Report By
 FC1279  HISTORY     - 1936     MONUMENTED       USGS
 FC1279  HISTORY     - 1962     GOOD             NGS
 FC1279  HISTORY     - 1983     GOOD             NGS
 FC1279  HISTORY     - 1990     GOOD             USPSQD
 FC1279  HISTORY     - 19980117 GOOD             USPSQD
 FC1279  HISTORY     - 20040913 GOOD             USPSQD
 FC1279
 FC1279                          STATION DESCRIPTION
 FC1279
 FC1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1279'IN CHATTANOOGA.
 FC1279'THE MARK IS SET IN A CONCRETE RETAINING WALL AT THE JUNCTION
 FC1279'OF DODDS AVENUE AND EAST MAIN STREET, 100 FEET SOUTH OF THE
 FC1279'JUNCTION OF DODDS AVENUE AND EAST MAIN STREET, 6.8 FEET SOUTHWEST
 FC1279'OF THE MAIN ENTRANCE TO THE RIDGE DALE MASONIC TEMPLE, 1 FOOT
 FC1279'WEST OF THE WEST CORNER OF TEMPLE.  A STANDARD USGS MARK SET IN
 FC1279'THE RETAINING WALL FLUSH, AND IS ABOUT ONE FOOT ABOVE THE LEVEL
 FC1279'OF THE SIDEWALK.
 FC1279
 FC1279                          STATION RECOVERY (1983)
 FC1279
 FC1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1279'RECOVERED IN GOOD CONDITION.
 FC1279
 FC1279                          STATION RECOVERY (1990)
 FC1279
 FC1279'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1279'RECOVERED IN GOOD CONDITION.
 FC1279
 FC1279                          STATION RECOVERY (1998)
 FC1279
 FC1279'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1279'RECOVERED IN GOOD CONDITION.
 FC1279
 FC1279                          STATION RECOVERY (2004)
 FC1279
 FC1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1192 ***********************************************************************
 FC1192  DESIGNATION -  GWM 18
 FC1192  PID         -  FC1192
 FC1192  STATE/COUNTY-  TN/HAMILTON
 FC1192  USGS QUAD   -  CHATTANOOGA (1976)
 FC1192
 FC1192                         *CURRENT SURVEY CONTROL
 FC1192  ___________________________________________________________________
 FC1192* NAD 83(1986)-  35 00 48.     (N)    085 19 40.     (W)     SCALED    
 FC1192* NAVD 88     -       212.668  (meters)     697.73   (feet)  ADJUSTED  
 FC1192  ___________________________________________________________________
 FC1192  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FC1192  DYNAMIC HT  -         212.457 (meters)     697.04  (feet)  COMP
 FC1192  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1192
 FC1192  VERT ORDER  -  FIRST     CLASS II
 FC1192
 FC1192.The horizontal coordinates were scaled from a topographic map and have
 FC1192.an estimated accuracy of +/- 6 seconds.
 FC1192
 FC1192.The orthometric height was determined by differential leveling
 FC1192.and adjusted by the National Geodetic Survey in June 1991..
 FC1192.WARNING-Repeat measurements at this control monument indicate possible
 FC1192.vertical movement.
 FC1192
 FC1192.The geoid height was determined by GEOID03.
 FC1192
 FC1192.The dynamic height is computed by dividing the NAVD 88
 FC1192.geopotential number by the normal gravity value computed on the
 FC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1192.degrees latitude (g = 980.6199 gals.).
 FC1192
 FC1192.The modeled gravity was interpolated from observed gravity values.
 FC1192
 FC1192;                    North         East    Units  Estimated Accuracy
 FC1192;SPC TN       -    75,660.      661,360.      MT  (+/- 180 meters Scaled)
 FC1192
 FC1192                          SUPERSEDED SURVEY CONTROL
 FC1192
 FC1192  NGVD 29 (??/??/92)  212.719  (m)          697.90   (f) ADJ UNCH    1 2
 FC1192
 FC1192.Superseded values are not recommended for survey control.
 FC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1192.See file dsdata.txt to determine how the superseded data were derived.
 FC1192
 FC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD525757(NAD 83)
 FC1192_MARKER: DD = SURVEY DISK
 FC1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1192_SP_SET: OVERPASS
 FC1192_STAMPING: GWM 18 698 1936
 FC1192_MARK LOGO: USGS  
 FC1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1192
 FC1192  HISTORY     - Date     Condition        Report By
 FC1192  HISTORY     - 1936     MONUMENTED       USGS
 FC1192  HISTORY     - 1950     GOOD             NGS
 FC1192  HISTORY     - 1962     GOOD             NGS
 FC1192  HISTORY     - 1983     GOOD             NGS
 FC1192
 FC1192                          STATION DESCRIPTION
 FC1192
 FC1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1192'AT CHATTANOOGA.
 FC1192'AT CHATTANOOGA, ABOUT 1.85 MILES SOUTHWEST ALONG THE ALABAMA
 FC1192'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, SET
 FC1192'IN THE TOP OF THE NORTHWEST END OF THE NORTH HEAD WALL OF
 FC1192'RAILROAD OVERPASS OVER ST. ELMO AVENUE, ABOUT 0.1 MILE NORTHWEST
 FC1192'OF THE RAILROAD OVERPASS OVER STATE HIGHWAY 58, 6 1/2 FEET
 FC1192'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 FC1192
 FC1192                          STATION RECOVERY (1962)
 FC1192
 FC1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1192'RECOVERED IN GOOD CONDITION.
 FC1192
 FC1192                          STATION RECOVERY (1983)
 FC1192
 FC1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2073 ***********************************************************************
 FB2073  DESIGNATION -  GWM 63
 FB2073  PID         -  FB2073
 FB2073  STATE/COUNTY-  TN/KNOX
 FB2073  USGS QUAD   -  KNOXVILLE (1978)
 FB2073
 FB2073                         *CURRENT SURVEY CONTROL
 FB2073  ___________________________________________________________________
 FB2073* NAD 83(1986)-  35 56 35.     (N)    083 53 56.     (W)     SCALED    
 FB2073* NAVD 88     -       270.93   (+/-2cm)     888.9    (feet)  VERTCON   
 FB2073  ___________________________________________________________________
 FB2073  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2073
 FB2073  VERT ORDER  -  ? (See Below)
 FB2073
 FB2073.The horizontal coordinates were scaled from a topographic map and have
 FB2073.an estimated accuracy of +/- 6 seconds.
 FB2073
 FB2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2073.The vertical order pertains to the NGVD 29 superseded value.
 FB2073
 FB2073.The geoid height was determined by GEOID03.
 FB2073
 FB2073;                    North         East    Units  Estimated Accuracy
 FB2073;SPC TN       -   180,630.      789,560.      MT  (+/- 180 meters Scaled)
 FB2073
 FB2073                          SUPERSEDED SURVEY CONTROL
 FB2073
 FB2073  NGVD 29 (??/??/92)  271.063  (m)          889.31   (f) ADJ UNCH    ?  
 FB2073
 FB2073.Superseded values are not recommended for survey control.
 FB2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2073.See file dsdata.txt to determine how the superseded data were derived.
 FB2073
 FB2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV385815(NAD 83)
 FB2073_MARKER: DD = SURVEY DISK
 FB2073_SETTING: 66 = SET IN ROCK OUTCROP
 FB2073_SP_SET: ROCK OUTCROP
 FB2073_STAMPING: 890 GWM 63 1936
 FB2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2073+STABILITY: POSITION/ELEVATION WELL
 FB2073
 FB2073  HISTORY     - Date     Condition        Report By
 FB2073  HISTORY     - 1936     MONUMENTED       USGS
 FB2073  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2073
 FB2073                          STATION DESCRIPTION
 FB2073
 FB2073'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2073'1.2 MI NE FROM VESTAL.
 FB2073'1.2 MILES NORTHEAST OF VESTAL, KNOX COUNTY, 48 FEET EAST OF A
 FB2073'ROAD INTERSECTION, 17 FEET NORTHEAST OF THE PAVED HIGHWAY, 11
 FB2073'FEET SOUTHWEST OF A FENCE, AND IN THE TOP OF A ROCK OUTCROP
 FB2073'PAINTED USPBM 889.6.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB2073'DISK, STAMPED 890 GWM 63 1936.
 FB2073
 FB2073                          STATION RECOVERY (1982)
 FB2073
 FB2073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2084 ***********************************************************************
 FB2084  DESIGNATION -  GWM 64
 FB2084  PID         -  FB2084
 FB2084  STATE/COUNTY-  TN/KNOX
 FB2084  USGS QUAD   -  SHOOKS GAP (1987)
 FB2084
 FB2084                         *CURRENT SURVEY CONTROL
 FB2084  ___________________________________________________________________
 FB2084* NAD 83(1986)-  35 56 13.     (N)    083 51 17.     (W)     SCALED    
 FB2084* NAVD 88     -       267.01   (+/-2cm)     876.0    (feet)  VERTCON   
 FB2084  ___________________________________________________________________
 FB2084  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2084
 FB2084  VERT ORDER  -  ? (See Below)
 FB2084
 FB2084.The horizontal coordinates were scaled from a topographic map and have
 FB2084.an estimated accuracy of +/- 6 seconds.
 FB2084
 FB2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2084.The vertical order pertains to the NGVD 29 superseded value.
 FB2084
 FB2084.The geoid height was determined by GEOID03.
 FB2084
 FB2084;                    North         East    Units  Estimated Accuracy
 FB2084;SPC TN       -   180,040.      793,560.      MT  (+/- 180 meters Scaled)
 FB2084
 FB2084                          SUPERSEDED SURVEY CONTROL
 FB2084
 FB2084  NGVD 29 (??/??/92)  267.150  (m)          876.47   (f) ADJ UNCH    ?  
 FB2084
 FB2084.Superseded values are not recommended for survey control.
 FB2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2084.See file dsdata.txt to determine how the superseded data were derived.
 FB2084
 FB2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV424807(NAD 83)
 FB2084_MARKER: DD = SURVEY DISK
 FB2084_SETTING: 66 = SET IN ROCK OUTCROP
 FB2084_SP_SET: ROCK OUTCROP
 FB2084_STAMPING: 877 GWM 64 1936
 FB2084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2084+STABILITY: POSITION/ELEVATION WELL
 FB2084
 FB2084  HISTORY     - Date     Condition        Report By
 FB2084  HISTORY     - 1936     MONUMENTED       USGS
 FB2084
 FB2084                          STATION DESCRIPTION
 FB2084
 FB2084'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2084'5.3 MI E FROM KNOXVILLE.
 FB2084'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2084'TENNESSEE AT KNOXVILLE, THENCE 0.5 MILE EAST ALONG BURNETT CREEK
 FB2084'PIKE, 225 FEET WEST OF A SHARP BEND IN THE ROAD, 17 FEET NORTH OF
 FB2084'THE ROAD, AND IN THE TOP OF A LARGE FLAT ROCK OUTCROP PAINTED
 FB2084'USPBM 876.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB2084'STAMPED 877 GWM 64 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1843 ***********************************************************************
 FB1843  DESIGNATION -  GWM 65
 FB1843  PID         -  FB1843
 FB1843  STATE/COUNTY-  TN/KNOX
 FB1843  USGS QUAD   -  SHOOKS GAP (1987)
 FB1843
 FB1843                         *CURRENT SURVEY CONTROL
 FB1843  ___________________________________________________________________
 FB1843* NAD 83(1986)-  35 54 48.     (N)    083 49 46.     (W)     SCALED    
 FB1843* NAVD 88     -       268.29   (+/-2cm)     880.2    (feet)  VERTCON   
 FB1843  ___________________________________________________________________
 FB1843  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1843
 FB1843  VERT ORDER  -  ? (See Below)
 FB1843
 FB1843.The horizontal coordinates were scaled from a topographic map and have
 FB1843.an estimated accuracy of +/- 6 seconds.
 FB1843
 FB1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1843.The vertical order pertains to the NGVD 29 superseded value.
 FB1843
 FB1843.The geoid height was determined by GEOID03.
 FB1843
 FB1843;                    North         East    Units  Estimated Accuracy
 FB1843;SPC TN       -   177,470.      795,890.      MT  (+/- 180 meters Scaled)
 FB1843
 FB1843                          SUPERSEDED SURVEY CONTROL
 FB1843
 FB1843  NGVD 29 (??/??/92)  268.427  (m)          880.66   (f) ADJ UNCH    ?  
 FB1843
 FB1843.Superseded values are not recommended for survey control.
 FB1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1843.See file dsdata.txt to determine how the superseded data were derived.
 FB1843
 FB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446780(NAD 83)
 FB1843_MARKER: DD = SURVEY DISK
 FB1843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1843_SP_SET: CULVERT
 FB1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1843
 FB1843  HISTORY     - Date     Condition        Report By
 FB1843  HISTORY     - 1936     MONUMENTED       USGS
 FB1843
 FB1843                          STATION DESCRIPTION
 FB1843
 FB1843'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1843'6.8 MI SE FROM KNOXVILLE.
 FB1843'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY STREET
 FB1843'BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, AT THE JUNCTION OF A
 FB1843'T-ROAD LEADING NORTHEAST TO KIMBERLIN HEIGHTS, 85 FEET NORTHWEST
 FB1843'OF THE JUNCTION, AT A LARGE CONCRETE CULVERT OVER BURNETT CREEK,
 FB1843'ON THE SOUTHEAST END OF THE NORTHEAST HEADWALL, AND NEAR THE
 FB1843'PAINTED LETTERS USPBM 881.0.  A UNITED STATES GEOLOGICAL SURVEY
 FB1843'STANDARD DISK, STAMPED 881 GWM 65 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1850 ***********************************************************************
 FB1850  DESIGNATION -  GWM 66
 FB1850  PID         -  FB1850
 FB1850  STATE/COUNTY-  TN/KNOX
 FB1850  USGS QUAD   -  SHOOKS GAP (1987)
 FB1850
 FB1850                         *CURRENT SURVEY CONTROL
 FB1850  ___________________________________________________________________
 FB1850* NAD 83(1986)-  35 57 12.     (N)    083 49 52.     (W)     SCALED    
 FB1850* NAVD 88     -       259.20   (+/-2cm)     850.4    (feet)  VERTCON   
 FB1850  ___________________________________________________________________
 FB1850  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1850
 FB1850  VERT ORDER  -  ? (See Below)
 FB1850
 FB1850.The horizontal coordinates were scaled from a topographic map and have
 FB1850.an estimated accuracy of +/- 6 seconds.
 FB1850
 FB1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1850.The vertical order pertains to the NGVD 29 superseded value.
 FB1850
 FB1850.The geoid height was determined by GEOID03.
 FB1850
 FB1850;                    North         East    Units  Estimated Accuracy
 FB1850;SPC TN       -   181,910.      795,640.      MT  (+/- 180 meters Scaled)
 FB1850
 FB1850                          SUPERSEDED SURVEY CONTROL
 FB1850
 FB1850  NGVD 29 (??/??/92)  259.348  (m)          850.88   (f) ADJ UNCH    ?  
 FB1850
 FB1850.Superseded values are not recommended for survey control.
 FB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1850.See file dsdata.txt to determine how the superseded data were derived.
 FB1850
 FB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446824(NAD 83)
 FB1850_MARKER: DD = SURVEY DISK
 FB1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1850_SP_SET: CULVERT
 FB1850_STAMPING: 851 GWM 66 1936
 FB1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1850
 FB1850  HISTORY     - Date     Condition        Report By
 FB1850  HISTORY     - 1936     MONUMENTED       USGS
 FB1850
 FB1850                          STATION DESCRIPTION
 FB1850
 FB1850'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1850'1.2 MI SE FROM ASBURY.
 FB1850'1.2 MILES SOUTHEAST ALONG OLD DANDRIDGE PIKE FROM THE EAST APPROACH
 FB1850'OF THE SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER, 0.2 MILE
 FB1850'NORTHWEST OF ASBURY, 0.8 MILE (AIRLINE) SOUTHWEST OF MARBLEDALE,
 FB1850'0.7 MILE NORTH OF THE MAIN ENTRANCE TO ASBURY CEMETERY, 850
 FB1850'FEET NORTHWEST OF THE JUNCTION OF THE ROAD LEADING SOUTH TO THE
 FB1850'CEMETERY, AT A LARGE CONCRETE CULVERT ON OLD DANDRIDGE PIKE, IN THE
 FB1850'TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL, AND NEAR
 FB1850'THE PAINTED LETTERS USPBM 851.3.  A UNITED STATES GEOLOGICAL
 FB1850'SURVEY STANDARD DISK, STAMPED 851 GWM 66 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1853 ***********************************************************************
 FB1853  DESIGNATION -  GWM 67
 FB1853  PID         -  FB1853
 FB1853  STATE/COUNTY-  TN/KNOX
 FB1853  USGS QUAD   -  SHOOKS GAP (1987)
 FB1853
 FB1853                         *CURRENT SURVEY CONTROL
 FB1853  ___________________________________________________________________
 FB1853* NAD 83(1986)-  35 57 33.     (N)    083 50 55.     (W)     SCALED    
 FB1853* NAVD 88     -       263.13   (+/-2cm)     863.3    (feet)  VERTCON   
 FB1853  ___________________________________________________________________
 FB1853  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1853
 FB1853  VERT ORDER  -  ? (See Below)
 FB1853
 FB1853.The horizontal coordinates were scaled from a topographic map and have
 FB1853.an estimated accuracy of +/- 6 seconds.
 FB1853
 FB1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1853.The vertical order pertains to the NGVD 29 superseded value.
 FB1853
 FB1853.The geoid height was determined by GEOID03.
 FB1853
 FB1853;                    North         East    Units  Estimated Accuracy
 FB1853;SPC TN       -   182,520.      794,050.      MT  (+/- 180 meters Scaled)
 FB1853
 FB1853                          SUPERSEDED SURVEY CONTROL
 FB1853
 FB1853  NGVD 29 (??/??/92)  263.276  (m)          863.76   (f) ADJ UNCH    ?  
 FB1853
 FB1853.Superseded values are not recommended for survey control.
 FB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1853.See file dsdata.txt to determine how the superseded data were derived.
 FB1853
 FB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430831(NAD 83)
 FB1853_MARKER: DD = SURVEY DISK
 FB1853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1853_SP_SET: BRIDGE
 FB1853_STAMPING: 864 GWM 67 1936
 FB1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1853
 FB1853  HISTORY     - Date     Condition        Report By
 FB1853  HISTORY     - 1936     MONUMENTED       USGS
 FB1853
 FB1853                          STATION DESCRIPTION
 FB1853
 FB1853'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1853'2 MI W FROM MARBLEDALE.
 FB1853'2 MILES WEST OF MARBLEDALE, NEAR THE CITY LIMITS OF EAST KNOXVILLE,
 FB1853'AT THE JUNCTION OF HOLSTON AND FRENCH BROAD RIVERS, AT THE
 FB1853'SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER, AT THE EAST CONCRETE
 FB1853'APPROACH ABUTMENT, ON THE NORTH PARAPET WALL, AND NEAR THE PAINTED
 FB1853'LETTERS USPBM 864.1.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1853'DISK, STAMPED 864 GWM 67 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1855 ***********************************************************************
 FB1855  DESIGNATION -  GWM 68
 FB1855  PID         -  FB1855
 FB1855  STATE/COUNTY-  TN/KNOX
 FB1855  USGS QUAD   -  SHOOKS GAP (1987)
 FB1855
 FB1855                         *CURRENT SURVEY CONTROL
 FB1855  ___________________________________________________________________
 FB1855* NAD 83(1986)-  35 58 23.     (N)    083 50 37.     (W)     SCALED    
 FB1855* NAVD 88     -       270.14   (+/-2cm)     886.3    (feet)  VERTCON   
 FB1855  ___________________________________________________________________
 FB1855  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1855
 FB1855  VERT ORDER  -  ? (See Below)
 FB1855
 FB1855.The horizontal coordinates were scaled from a topographic map and have
 FB1855.an estimated accuracy of +/- 6 seconds.
 FB1855
 FB1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1855.The vertical order pertains to the NGVD 29 superseded value.
 FB1855
 FB1855.The geoid height was determined by GEOID03.
 FB1855
 FB1855;                    North         East    Units  Estimated Accuracy
 FB1855;SPC TN       -   184,070.      794,470.      MT  (+/- 180 meters Scaled)
 FB1855
 FB1855                          SUPERSEDED SURVEY CONTROL
 FB1855
 FB1855  NGVD 29 (??/??/92)  270.281  (m)          886.75   (f) ADJ UNCH    ?  
 FB1855
 FB1855.Superseded values are not recommended for survey control.
 FB1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1855.See file dsdata.txt to determine how the superseded data were derived.
 FB1855
 FB1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435846(NAD 83)
 FB1855_MARKER: DD = SURVEY DISK
 FB1855_SETTING: 80 = SET IN A BOULDER
 FB1855_STAMPING: 887 GWM 68 1936
 FB1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1855+STABILITY: SURFACE MOTION
 FB1855
 FB1855  HISTORY     - Date     Condition        Report By
 FB1855  HISTORY     - 1936     MONUMENTED       USGS
 FB1855
 FB1855                          STATION DESCRIPTION
 FB1855
 FB1855'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1855'AT KNOXVILLE.
 FB1855'NEAR THE EAST EDGE OF KNOXVILLE, 1.1 MILES NORTH ALONG OLD
 FB1855'DANDRIDGE PIKE FROM THE EAST APPROACH OF THE SOUTHERN RAILWAY
 FB1855'BRIDGE OVER HOLSTON RIVER, 140 FEET SOUTHEAST OF THE JUNCTION
 FB1855'OF THORN GROVE PIKE, 33 FEET EAST OF OLD DANDRIDGE PIKE, IN
 FB1855'A SMALL PASTURE, AND ON THE TOP OF A BOULDER PAINTED USBM 887.1.
 FB1855'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 887 GWM
 FB1855'68 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1859 ***********************************************************************
 FB1859  DESIGNATION -  GWM 69
 FB1859  PID         -  FB1859
 FB1859  STATE/COUNTY-  TN/KNOX
 FB1859  USGS QUAD   -  SHOOKS GAP (1987)
 FB1859
 FB1859                         *CURRENT SURVEY CONTROL
 FB1859  ___________________________________________________________________
 FB1859* NAD 83(1986)-  35 59 03.     (N)    083 51 40.     (W)     SCALED    
 FB1859* NAVD 88     -       264.82   (+/-2cm)     868.8    (feet)  VERTCON   
 FB1859  ___________________________________________________________________
 FB1859  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1859
 FB1859  VERT ORDER  -  ? (See Below)
 FB1859
 FB1859.The horizontal coordinates were scaled from a topographic map and have
 FB1859.an estimated accuracy of +/- 6 seconds.
 FB1859
 FB1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1859.The vertical order pertains to the NGVD 29 superseded value.
 FB1859
 FB1859.The geoid height was determined by GEOID03.
 FB1859
 FB1859;                    North         East    Units  Estimated Accuracy
 FB1859;SPC TN       -   185,270.      792,860.      MT  (+/- 180 meters Scaled)
 FB1859
 FB1859                          SUPERSEDED SURVEY CONTROL
 FB1859
 FB1859  NGVD 29 (??/??/92)  264.956  (m)          869.28   (f) ADJ UNCH    ?  
 FB1859
 FB1859.Superseded values are not recommended for survey control.
 FB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1859.See file dsdata.txt to determine how the superseded data were derived.
 FB1859
 FB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420859(NAD 83)
 FB1859_MARKER: DD = SURVEY DISK
 FB1859_SETTING: 80 = SET IN A BOULDER
 FB1859_SP_SET: BOULDER
 FB1859_STAMPING: 870 GWM 69 1936
 FB1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1859+STABILITY: SURFACE MOTION
 FB1859
 FB1859  HISTORY     - Date     Condition        Report By
 FB1859  HISTORY     - 1936     MONUMENTED       USGS
 FB1859  HISTORY     - 1983     GOOD             LOCSUR
 FB1859
 FB1859                          STATION DESCRIPTION
 FB1859
 FB1859'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1859'2.2 MI S FROM KNOXVILLE.
 FB1859'2.2 MILES SOUTH OF CHILHOWEE SCHOOL, NEAR THE EDGE OF KNOXVILLE,
 FB1859'370 FEET WEST OF THE WEST APPROACH OF BOYD BRIDGE OVER HOLSTON
 FB1859'RIVER, 230 FEET EAST OF THE INTERSECTION OF HOLSTON HEIGHTS DRIVE,
 FB1859'80 FEET NORTH OF OLD DANDRIDGE PIKE, AND ON THE TOP OF A LARGE
 FB1859'BOULDER PAINTED USPBM 869.7.  A UNITED STATES GEOLOGICAL SURVEY
 FB1859'STANDARD DISK, STAMPED 870 GWM 69 1936.
 FB1859
 FB1859                          STATION RECOVERY (1983)
 FB1859
 FB1859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FB1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1027 ***********************************************************************
 FD1027  DESIGNATION -  H 10 RESET
 FD1027  PID         -  FD1027
 FD1027  STATE/COUNTY-  TN/LAWRENCE
 FD1027  USGS QUAD   -  ST JOSEPH (1976)
 FD1027
 FD1027                         *CURRENT SURVEY CONTROL
 FD1027  ___________________________________________________________________
 FD1027* NAD 83(1986)-  35 01 13.     (N)    087 34 43.     (W)     SCALED    
 FD1027* NAVD 88     -       168.67   (meters)     553.4    (feet)  RESET     
 FD1027  ___________________________________________________________________
 FD1027  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FD1027
 FD1027  VERT ORDER  -  THIRD
 FD1027
 FD1027.The horizontal coordinates were scaled from a topographic map and have
 FD1027.an estimated accuracy of +/- 6 seconds.
 FD1027
 FD1027.The orthometric height was computed from unverified reset data.
 FD1027
 FD1027.The geoid height was determined by GEOID03.
 FD1027
 FD1027;                    North         East    Units  Estimated Accuracy
 FD1027;SPC TN       -    77,380.      455,930.      MT  (+/- 180 meters Scaled)
 FD1027
 FD1027                          SUPERSEDED SURVEY CONTROL
 FD1027
 FD1027.No superseded survey control is available for this station.
 FD1027
 FD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD472754(NAD 83)
 FD1027_MARKER: DB = BENCH MARK DISK
 FD1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1027_SP_SET: ABUTMENT
 FD1027_STAMPING: 553.343 H 10 1931
 FD1027_MARK LOGO: CGS   
 FD1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1027
 FD1027  HISTORY     - Date     Condition        Report By
 FD1027  HISTORY     - 1931     MONUMENTED       LNRR
 FD1027  HISTORY     - 1950     GOOD             NGS
 FD1027  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1027
 FD1027                          STATION DESCRIPTION
 FD1027
 FD1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1027'AT IRON CITY.
 FD1027'AT IRON CITY, ON THE LOUISVILLE AND NASHVILLE RAILROAD, AT
 FD1027'BRIDGE NO. 63 OVER SHOALS CREEK, AT THE SOUTH END OF THE SOUTHWEST
 FD1027'ABUTMENT, AND IN THE COPING STONE.  A STANDARD DISK, STAMPED
 FD1027'553.343 H 10 1931.
 FD1027
 FD1027                          STATION RECOVERY (1983)
 FD1027
 FD1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1027'NOT SEARCHED FOR THIS SURVEY AS MARK IS ALONG THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0980 ***********************************************************************
 GA0980  DESIGNATION -  H 100
 GA0980  PID         -  GA0980
 GA0980  STATE/COUNTY-  TN/GREENE
 GA0980  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0980
 GA0980                         *CURRENT SURVEY CONTROL
 GA0980  ___________________________________________________________________
 GA0980* NAD 83(1986)-  36 17 19.     (N)    082 41 25.     (W)     SCALED    
 GA0980* NAVD 88     -       525.992  (meters)    1725.69   (feet)  ADJUSTED  
 GA0980  ___________________________________________________________________
 GA0980  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0980  DYNAMIC HT  -         525.491 (meters)    1724.05  (feet)  COMP
 GA0980  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 GA0980
 GA0980  VERT ORDER  -  SECOND    CLASS 0
 GA0980
 GA0980.The horizontal coordinates were scaled from a topographic map and have
 GA0980.an estimated accuracy of +/- 6 seconds.
 GA0980
 GA0980.The orthometric height was determined by differential leveling
 GA0980.and adjusted by the National Geodetic Survey in June 1991..
 GA0980
 GA0980.The geoid height was determined by GEOID03.
 GA0980
 GA0980.The dynamic height is computed by dividing the NAVD 88
 GA0980.geopotential number by the normal gravity value computed on the
 GA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0980.degrees latitude (g = 980.6199 gals.).
 GA0980
 GA0980.The modeled gravity was interpolated from observed gravity values.
 GA0980
 GA0980;                    North         East    Units  Estimated Accuracy
 GA0980;SPC TN       -   221,970.      897,260.      MT  (+/- 180 meters Scaled)
 GA0980
 GA0980                          SUPERSEDED SURVEY CONTROL
 GA0980
 GA0980  NGVD 29 (??/??/92)  526.131  (m)         1726.15   (f) ADJ UNCH    2 0
 GA0980
 GA0980.Superseded values are not recommended for survey control.
 GA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0980.See file dsdata.txt to determine how the superseded data were derived.
 GA0980
 GA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA482172(NAD 83)
 GA0980_MARKER: DB = BENCH MARK DISK
 GA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0980_STAMPING: H 100 1935
 GA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0980+STABILITY: SURFACE MOTION
 GA0980
 GA0980  HISTORY     - Date     Condition        Report By
 GA0980  HISTORY     - 1935     MONUMENTED       CGS
 GA0980
 GA0980                          STATION DESCRIPTION
 GA0980
 GA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0980'2.1 MI N FROM JOCKEY.
 GA0980'2.1 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH AT
 GA0980'JOCKEY, GREENE COUNTY, 45 YARDS NORTH OF A WOODEN BRIDGE, AT
 GA0980'THE H.L. PAINTER RESIDENCE AND STORE, 16 FEET WEST OF THE
 GA0980'CENTERLINE OF THE ROAD, 48 YARDS SOUTHEAST OF THE HOUSE, 53 FEET
 GA0980'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STORE, 4 FEET SOUTHEAST
 GA0980'OF A NORTHEAST FENCE CORNER, AND 1-1/2 FEET EAST OF A FENCE
 GA0980'LINE.  A STANDARD DISK, STAMPED H 100 1935 AND SET IN THE TOP
 GA0980'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0206 ***********************************************************************
 GA0206  DESIGNATION -  H 101
 GA0206  PID         -  GA0206
 GA0206  STATE/COUNTY-  TN/SULLIVAN
 GA0206  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0206
 GA0206                         *CURRENT SURVEY CONTROL
 GA0206  ___________________________________________________________________
 GA0206* NAD 83(1986)-  36 31 04.     (N)    082 16 53.     (W)     SCALED    
 GA0206* NAVD 88     -       466.641  (meters)    1530.97   (feet)  ADJUSTED  
 GA0206  ___________________________________________________________________
 GA0206  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0206  DYNAMIC HT  -         466.212 (meters)    1529.56  (feet)  COMP
 GA0206  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA0206
 GA0206  VERT ORDER  -  SECOND    CLASS 0
 GA0206
 GA0206.The horizontal coordinates were scaled from a topographic map and have
 GA0206.an estimated accuracy of +/- 6 seconds.
 GA0206
 GA0206.The orthometric height was determined by differential leveling
 GA0206.and adjusted by the National Geodetic Survey in June 1991..
 GA0206
 GA0206.The geoid height was determined by GEOID03.
 GA0206
 GA0206.The dynamic height is computed by dividing the NAVD 88
 GA0206.geopotential number by the normal gravity value computed on the
 GA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0206.degrees latitude (g = 980.6199 gals.).
 GA0206
 GA0206.The modeled gravity was interpolated from observed gravity values.
 GA0206
 GA0206;                    North         East    Units  Estimated Accuracy
 GA0206;SPC TN       -   248,700.      933,010.      MT  (+/- 180 meters Scaled)
 GA0206
 GA0206                          SUPERSEDED SURVEY CONTROL
 GA0206
 GA0206  NGVD 29 (??/??/92)  466.796  (m)         1531.48   (f) ADJ UNCH    2 0
 GA0206
 GA0206.Superseded values are not recommended for survey control.
 GA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0206.See file dsdata.txt to determine how the superseded data were derived.
 GA0206
 GA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA852421(NAD 83)
 GA0206_MARKER: DB = BENCH MARK DISK
 GA0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0206_STAMPING: H 101 1935
 GA0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0206+STABILITY: SURFACE MOTION
 GA0206
 GA0206  HISTORY     - Date     Condition        Report By
 GA0206  HISTORY     - 1935     MONUMENTED       CGS
 GA0206  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0206
 GA0206                          STATION DESCRIPTION
 GA0206
 GA0206'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0206'3 MI S FROM BLOUNTVILLE.
 GA0206'3.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 GA0206'BLOUNTVILLE, SULLIVAN COUNTY, AT THE SOUTHEAST ANGLE OF A ROAD
 GA0206'JUNCTION, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21.6 FEET
 GA0206'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET SOUTHEAST OF A
 GA0206'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0206'STAMPED H 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0489 ***********************************************************************
 GA0489  DESIGNATION -  H 103
 GA0489  PID         -  GA0489
 GA0489  STATE/COUNTY-  TN/SULLIVAN
 GA0489  USGS QUAD   -  CARTER (1969)
 GA0489
 GA0489                         *CURRENT SURVEY CONTROL
 GA0489  ___________________________________________________________________
 GA0489* NAD 83(1986)-  36 29 12.     (N)    082 05 16.     (W)     SCALED    
 GA0489* NAVD 88     -       558.586  (meters)    1832.63   (feet)  ADJUSTED  
 GA0489  ___________________________________________________________________
 GA0489  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0489  DYNAMIC HT  -         558.062 (meters)    1830.91  (feet)  COMP
 GA0489  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 GA0489
 GA0489  VERT ORDER  -  SECOND    CLASS 0
 GA0489
 GA0489.The horizontal coordinates were scaled from a topographic map and have
 GA0489.an estimated accuracy of +/- 6 seconds.
 GA0489
 GA0489.The orthometric height was determined by differential leveling
 GA0489.and adjusted by the National Geodetic Survey in June 1991..
 GA0489
 GA0489.The geoid height was determined by GEOID03.
 GA0489
 GA0489.The dynamic height is computed by dividing the NAVD 88
 GA0489.geopotential number by the normal gravity value computed on the
 GA0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0489.degrees latitude (g = 980.6199 gals.).
 GA0489
 GA0489.The modeled gravity was interpolated from observed gravity values.
 GA0489
 GA0489;                    North         East    Units  Estimated Accuracy
 GA0489;SPC TN       -   245,920.      950,470.      MT  (+/- 180 meters Scaled)
 GA0489
 GA0489                          SUPERSEDED SURVEY CONTROL
 GA0489
 GA0489  NGVD 29 (??/??/92)  558.706  (m)         1833.02   (f) ADJ UNCH    2 0
 GA0489
 GA0489.Superseded values are not recommended for survey control.
 GA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0489.See file dsdata.txt to determine how the superseded data were derived.
 GA0489
 GA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA025384(NAD 83)
 GA0489_MARKER: DB = BENCH MARK DISK
 GA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0489_STAMPING: H 103 1935
 GA0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0489+STABILITY: SURFACE MOTION
 GA0489
 GA0489  HISTORY     - Date     Condition        Report By
 GA0489  HISTORY     - 1935     MONUMENTED       CGS
 GA0489  HISTORY     - 1949     GOOD             TVA
 GA0489
 GA0489                          STATION DESCRIPTION
 GA0489
 GA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0489'2.7 MI SW FROM BIG CREEK.
 GA0489'2.7 MILES SOUTHWEST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0489'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.1 MILE EAST OF
 GA0489'A STONE BRIDGE OVER ROARING FORK, 25.2 FEET SOUTH OF THE CENTERLINE
 GA0489'OF THE ROAD, 35.2 FEET SOUTHEAST OF AN 18-INCH WHITE OAK TREE, AND
 GA0489'1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 103
 GA0489'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0489
 GA0489                          STATION RECOVERY (1949)
 GA0489
 GA0489'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0981 ***********************************************************************
 FZ0981  DESIGNATION -  H 104
 FZ0981  PID         -  FZ0981
 FZ0981  STATE/COUNTY-  TN/JOHNSON
 FZ0981  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0981
 FZ0981                         *CURRENT SURVEY CONTROL
 FZ0981  ___________________________________________________________________
 FZ0981* NAD 83(1986)-  36 23 12.     (N)    081 52 26.     (W)     SCALED    
 FZ0981* NAVD 88     -       656.602  (meters)    2154.20   (feet)  ADJUSTED  
 FZ0981  ___________________________________________________________________
 FZ0981  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ0981  DYNAMIC HT  -         655.943 (meters)    2152.04  (feet)  COMP
 FZ0981  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 FZ0981
 FZ0981  VERT ORDER  -  SECOND    CLASS 0
 FZ0981
 FZ0981.The horizontal coordinates were scaled from a topographic map and have
 FZ0981.an estimated accuracy of +/- 6 seconds.
 FZ0981
 FZ0981.The orthometric height was determined by differential leveling
 FZ0981.and adjusted by the National Geodetic Survey in June 1991..
 FZ0981
 FZ0981.The geoid height was determined by GEOID03.
 FZ0981
 FZ0981.The dynamic height is computed by dividing the NAVD 88
 FZ0981.geopotential number by the normal gravity value computed on the
 FZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0981.degrees latitude (g = 980.6199 gals.).
 FZ0981
 FZ0981.The modeled gravity was interpolated from observed gravity values.
 FZ0981
 FZ0981;                    North         East    Units  Estimated Accuracy
 FZ0981;SPC TN       -   235,620.      970,090.      MT  (+/- 180 meters Scaled)
 FZ0981
 FZ0981                          SUPERSEDED SURVEY CONTROL
 FZ0981
 FZ0981  NGVD 29 (??/??/92)  656.680  (m)         2154.46   (f) ADJ UNCH    2 0
 FZ0981
 FZ0981.Superseded values are not recommended for survey control.
 FZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0981.See file dsdata.txt to determine how the superseded data were derived.
 FZ0981
 FZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA216271(NAD 83)
 FZ0981_MARKER: DB = BENCH MARK DISK
 FZ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0981_STAMPING: H 104 1935
 FZ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0981+STABILITY: SURFACE MOTION
 FZ0981
 FZ0981  HISTORY     - Date     Condition        Report By
 FZ0981  HISTORY     - 1935     MONUMENTED       CGS
 FZ0981
 FZ0981                          STATION DESCRIPTION
 FZ0981
 FZ0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0981'0.8 MI SW FROM NEVA.
 FZ0981'0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FZ0981'NEVA, JOHNSON COUNTY, 5.1 MILE EAST OF DOE STATION (DOE POST
 FZ0981'OFFICE) 31.8 FEET NORTH OF MILEPOST 120, 15.8 FEET NORTHWEST OF
 FZ0981'THE NORTHWEST RAIL, 23-1/2 FEET SOUTHEAST OF THE CENTERLINE OF A
 FZ0981'ROAD PARALLELING THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0981'DISK, STAMPED H 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0458 ***********************************************************************
 GA0458  DESIGNATION -  H 105
 GA0458  PID         -  GA0458
 GA0458  STATE/COUNTY-  TN/CARTER
 GA0458  USGS QUAD   -  ELIZABETHTON (1968)
 GA0458
 GA0458                         *CURRENT SURVEY CONTROL
 GA0458  ___________________________________________________________________
 GA0458* NAD 83(1986)-  36 16 37.     (N)    082 13 52.     (W)     SCALED    
 GA0458* NAVD 88     -       571.900  (meters)    1876.31   (feet)  ADJUSTED  
 GA0458  ___________________________________________________________________
 GA0458  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0458  DYNAMIC HT  -         571.343 (meters)    1874.48  (feet)  COMP
 GA0458  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 GA0458
 GA0458  VERT ORDER  -  SECOND    CLASS 0
 GA0458
 GA0458.The horizontal coordinates were scaled from a topographic map and have
 GA0458.an estimated accuracy of +/- 6 seconds.
 GA0458
 GA0458.The orthometric height was determined by differential leveling
 GA0458.and adjusted by the National Geodetic Survey in June 1991..
 GA0458
 GA0458.The geoid height was determined by GEOID03.
 GA0458
 GA0458.The dynamic height is computed by dividing the NAVD 88
 GA0458.geopotential number by the normal gravity value computed on the
 GA0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0458.degrees latitude (g = 980.6199 gals.).
 GA0458
 GA0458.The modeled gravity was interpolated from observed gravity values.
 GA0458
 GA0458;                    North         East    Units  Estimated Accuracy
 GA0458;SPC TN       -   222,160.      938,530.      MT  (+/- 180 meters Scaled)
 GA0458
 GA0458                          SUPERSEDED SURVEY CONTROL
 GA0458
 GA0458  NGVD 29 (??/??/92)  572.036  (m)         1876.75   (f) ADJ UNCH    2 0
 GA0458
 GA0458.Superseded values are not recommended for survey control.
 GA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0458.See file dsdata.txt to determine how the superseded data were derived.
 GA0458
 GA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA894153(NAD 83)
 GA0458_MARKER: DB = BENCH MARK DISK
 GA0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0458_SP_SET: BUILDING
 GA0458_STAMPING: H 105 1935
 GA0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0458
 GA0458  HISTORY     - Date     Condition        Report By
 GA0458  HISTORY     - 1935     MONUMENTED       CGS
 GA0458
 GA0458                          STATION DESCRIPTION
 GA0458
 GA0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0458'1.8 MI S FROM HAMPTON.
 GA0458'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0458'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0458'COUNTY, 3.0 MILES WEST ALONG THE GAP CREEK ROAD, AT UPPER GAP
 GA0458'BRANCH SCHOOL, 32 YARDS NORTHWEST OF THE JUNCTION OF THE UNICOI
 GA0458'ROAD, 44 YARDS NORTHWEST OF THE W.W. STEPHENS STORE, IN THE EAST
 GA0458'FACE OF THE SCHOOL, 6 FEET NORTH OF THE SOUTHEAST CORNER, AND 3
 GA0458'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 105 1935 AND
 GA0458'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0459 ***********************************************************************
 GA0459  DESIGNATION -  H 105 X
 GA0459  PID         -  GA0459
 GA0459  STATE/COUNTY-  TN/CARTER
 GA0459  USGS QUAD   -  ELIZABETHTON (1968)
 GA0459
 GA0459                         *CURRENT SURVEY CONTROL
 GA0459  ___________________________________________________________________
 GA0459* NAD 83(1986)-  36 15 42.     (N)    082 13 45.     (W)     SCALED    
 GA0459* NAVD 88     -       626.643  (meters)    2055.91   (feet)  ADJUSTED  
 GA0459  ___________________________________________________________________
 GA0459  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0459  DYNAMIC HT  -         626.028 (meters)    2053.89  (feet)  COMP
 GA0459  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 GA0459
 GA0459  VERT ORDER  -  SECOND    CLASS 0
 GA0459
 GA0459.The horizontal coordinates were scaled from a topographic map and have
 GA0459.an estimated accuracy of +/- 6 seconds.
 GA0459
 GA0459.The orthometric height was determined by differential leveling
 GA0459.and adjusted by the National Geodetic Survey in June 1991..
 GA0459
 GA0459.The geoid height was determined by GEOID03.
 GA0459
 GA0459.The dynamic height is computed by dividing the NAVD 88
 GA0459.geopotential number by the normal gravity value computed on the
 GA0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0459.degrees latitude (g = 980.6199 gals.).
 GA0459
 GA0459.The modeled gravity was interpolated from observed gravity values.
 GA0459
 GA0459;                    North         East    Units  Estimated Accuracy
 GA0459;SPC TN       -   220,480.      938,770.      MT  (+/- 180 meters Scaled)
 GA0459
 GA0459                          SUPERSEDED SURVEY CONTROL
 GA0459
 GA0459  NGVD 29 (??/??/92)  626.775  (m)         2056.34   (f) ADJ UNCH    2 0
 GA0459
 GA0459.Superseded values are not recommended for survey control.
 GA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0459.See file dsdata.txt to determine how the superseded data were derived.
 GA0459
 GA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA895136(NAD 83)
 GA0459_MARKER: DB = BENCH MARK DISK
 GA0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0459_STAMPING: H 105 X 1935
 GA0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0459+STABILITY: SURFACE MOTION
 GA0459
 GA0459  HISTORY     - Date     Condition        Report By
 GA0459  HISTORY     - 1935     MONUMENTED       CGS
 GA0459
 GA0459                          STATION DESCRIPTION
 GA0459
 GA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0459'1.8 MI S FROM HAMPTON.
 GA0459'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0459'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0459'COUNTY, 2.3 MILES WEST ALONG THE GAP CREEK ROAD, AT THE JUNCTION
 GA0459'OF A ROAD LEADING WEST, 100 YARDS SOUTH OF THE G.W. HUNTER
 GA0459'RESIDENCE, 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE RAY
 GA0459'WOODBY RESIDENCE, 15 YARDS NORTHWEST OF THE CENTER OF THE ROAD
 GA0459'JUNCTION, 9 YARDS WEST OF THE CENTERLINE OF THE GAP CREEK ROAD,
 GA0459'6 YARDS NORTHWEST OF A SOUTHEAST FENCE CORNER, 5 YARDS NORTH OF
 GA0459'AN APPLE TREE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA0459'STAMPED H 105 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0790 ***********************************************************************
 GA0790  DESIGNATION -  H 106
 GA0790  PID         -  GA0790
 GA0790  STATE/COUNTY-  TN/GREENE
 GA0790  USGS QUAD   -  MOSHEIM (1971)
 GA0790
 GA0790                         *CURRENT SURVEY CONTROL
 GA0790  ___________________________________________________________________
 GA0790* NAD 83(1986)-  36 13 19.     (N)    082 53 38.     (W)     SCALED    
 GA0790* NAVD 88     -       348.053  (meters)    1141.90   (feet)  ADJUSTED  
 GA0790  ___________________________________________________________________
 GA0790  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0790  DYNAMIC HT  -         347.727 (meters)    1140.83  (feet)  COMP
 GA0790  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 GA0790
 GA0790  VERT ORDER  -  SECOND    CLASS 0
 GA0790
 GA0790.The horizontal coordinates were scaled from a topographic map and have
 GA0790.an estimated accuracy of +/- 6 seconds.
 GA0790
 GA0790.The orthometric height was determined by differential leveling
 GA0790.and adjusted by the National Geodetic Survey in June 1991..
 GA0790
 GA0790.The geoid height was determined by GEOID03.
 GA0790
 GA0790.The dynamic height is computed by dividing the NAVD 88
 GA0790.geopotential number by the normal gravity value computed on the
 GA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0790.degrees latitude (g = 980.6199 gals.).
 GA0790
 GA0790.The modeled gravity was interpolated from observed gravity values.
 GA0790
 GA0790;                    North         East    Units  Estimated Accuracy
 GA0790;SPC TN       -   213,970.      879,220.      MT  (+/- 180 meters Scaled)
 GA0790
 GA0790                          SUPERSEDED SURVEY CONTROL
 GA0790
 GA0790  NGVD 29 (??/??/92)  348.190  (m)         1142.35   (f) ADJ UNCH    2 0
 GA0790
 GA0790.Superseded values are not recommended for survey control.
 GA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0790.See file dsdata.txt to determine how the superseded data were derived.
 GA0790
 GA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA297102(NAD 83)
 GA0790_MARKER: DB = BENCH MARK DISK
 GA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0790_STAMPING: H 106 1935
 GA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0790+STABILITY: SURFACE MOTION
 GA0790
 GA0790  HISTORY     - Date     Condition        Report By
 GA0790  HISTORY     - 1935     MONUMENTED       CGS
 GA0790  HISTORY     - 1950     GOOD             TVA
 GA0790
 GA0790                          STATION DESCRIPTION
 GA0790
 GA0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0790'6.1 MI NW FROM GREENEVILLE.
 GA0790'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0790'AT GREENEVILLE, GREENE COUNTY, AT THE JUNCTION OF THE OTTWAY
 GA0790'ROAD, 75 YARDS WEST OF A SMALL CONCRETE BRIDGE OVER A CREEK, 8
 GA0790'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, IN A FIELD, 2
 GA0790'YARDS WEST OF A 30-INCH BLACK WALNUT TREE, AND 1-1/2 FEET HIGHER
 GA0790'THAN THE HIGHWAY, 2 1/2 FEET NORTH NORTHEAST OF STEEL WITNESS
 GA0790'POST.  A STANDARD DISK, STAMPED H 106 1935 AND SET IN THE TOP OF
 GA0790'A CONCRETE POST.
 GA0790
 GA0790                          STATION RECOVERY (1950)
 GA0790
 GA0790'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0835 ***********************************************************************
 GA0835  DESIGNATION -  H 107
 GA0835  PID         -  GA0835
 GA0835  STATE/COUNTY-  TN/HAWKINS
 GA0835  USGS QUAD   -  STONY POINT (1971)
 GA0835
 GA0835                         *CURRENT SURVEY CONTROL
 GA0835  ___________________________________________________________________
 GA0835* NAD 83(1986)-  36 23 13.     (N)    082 50 48.     (W)     SCALED    
 GA0835* NAVD 88     -       354.239  (meters)    1162.20   (feet)  ADJUSTED  
 GA0835  ___________________________________________________________________
 GA0835  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0835  DYNAMIC HT  -         353.915 (meters)    1161.14  (feet)  COMP
 GA0835  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 GA0835
 GA0835  VERT ORDER  -  SECOND    CLASS 0
 GA0835
 GA0835.The horizontal coordinates were scaled from a topographic map and have
 GA0835.an estimated accuracy of +/- 6 seconds.
 GA0835
 GA0835.The orthometric height was determined by differential leveling
 GA0835.and adjusted by the National Geodetic Survey in June 1991..
 GA0835
 GA0835.The geoid height was determined by GEOID03.
 GA0835
 GA0835.The dynamic height is computed by dividing the NAVD 88
 GA0835.geopotential number by the normal gravity value computed on the
 GA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0835.degrees latitude (g = 980.6199 gals.).
 GA0835
 GA0835.The modeled gravity was interpolated from observed gravity values.
 GA0835
 GA0835;                    North         East    Units  Estimated Accuracy
 GA0835;SPC TN       -   232,410.      882,870.      MT  (+/- 180 meters Scaled)
 GA0835
 GA0835                          SUPERSEDED SURVEY CONTROL
 GA0835
 GA0835  NGVD 29 (??/??/92)  354.384  (m)         1162.67   (f) ADJ UNCH    2 0
 GA0835
 GA0835.Superseded values are not recommended for survey control.
 GA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0835.See file dsdata.txt to determine how the superseded data were derived.
 GA0835
 GA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA343284(NAD 83)
 GA0835_MARKER: DB = BENCH MARK DISK
 GA0835_SETTING: 66 = SET IN ROCK OUTCROP
 GA0835_SP_SET: ROCK OUTCROP
 GA0835_STAMPING: H 107 1935
 GA0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0835+STABILITY: POSITION/ELEVATION WELL
 GA0835
 GA0835  HISTORY     - Date     Condition        Report By
 GA0835  HISTORY     - 1935     MONUMENTED       CGS
 GA0835  HISTORY     - 1955     GOOD             TVA
 GA0835
 GA0835                          STATION DESCRIPTION
 GA0835
 GA0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0835'5.1 MI E FROM BUREM.
 GA0835'5.1 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0835'AT BUREM, HAWKINS COUNTY, 60 YARDS SOUTH OF THE JUNCTION OF A
 GA0835'ROAD LEADING SOUTH, 15 YARDS SOUTH OF THE SOUTH END OF A 2-SPAN
 GA0835'BRIDGE, 5 YARDS WEST OF THE CENTERLINE OF THE ROAD LEADING
 GA0835'SOUTH, 8 YARDS SOUTHWEST OF AN 18-INCH BEECH TREE, IN THE TOP OF
 GA0835'A ROCK OUTCROP, 4 FEET HIGHER THAN THE ROAD AND 4.7 FEET NORTH
 GA0835'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED H 107 1935.
 GA0835
 GA0835                          STATION RECOVERY (1955)
 GA0835
 GA0835'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0961 ***********************************************************************
 GA0961  DESIGNATION -  H 108
 GA0961  PID         -  GA0961
 GA0961  STATE/COUNTY-  TN/WASHINGTON
 GA0961  USGS QUAD   -  LEESBURG (1971)
 GA0961
 GA0961                         *CURRENT SURVEY CONTROL
 GA0961  ___________________________________________________________________
 GA0961* NAD 83(1986)-  36 21 43.     (N)    082 31 47.     (W)     SCALED    
 GA0961* NAVD 88     -       502.847  (meters)    1649.76   (feet)  ADJUSTED  
 GA0961  ___________________________________________________________________
 GA0961  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0961  DYNAMIC HT  -         502.373 (meters)    1648.20  (feet)  COMP
 GA0961  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0961
 GA0961  VERT ORDER  -  SECOND    CLASS 0
 GA0961
 GA0961.The horizontal coordinates were scaled from a topographic map and have
 GA0961.an estimated accuracy of +/- 6 seconds.
 GA0961
 GA0961.The orthometric height was determined by differential leveling
 GA0961.and adjusted by the National Geodetic Survey in June 1991..
 GA0961
 GA0961.The geoid height was determined by GEOID03.
 GA0961
 GA0961.The dynamic height is computed by dividing the NAVD 88
 GA0961.geopotential number by the normal gravity value computed on the
 GA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0961.degrees latitude (g = 980.6199 gals.).
 GA0961
 GA0961.The modeled gravity was interpolated from observed gravity values.
 GA0961
 GA0961;                    North         East    Units  Estimated Accuracy
 GA0961;SPC TN       -   230,600.      911,390.      MT  (+/- 180 meters Scaled)
 GA0961
 GA0961                          SUPERSEDED SURVEY CONTROL
 GA0961
 GA0961  NGVD 29 (??/??/92)  502.988  (m)         1650.22   (f) ADJ UNCH    2 0
 GA0961
 GA0961.Superseded values are not recommended for survey control.
 GA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0961.See file dsdata.txt to determine how the superseded data were derived.
 GA0961
 GA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA627251(NAD 83)
 GA0961_MARKER: DB = BENCH MARK DISK
 GA0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0961_STAMPING: H 108 1935
 GA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0961+STABILITY: SURFACE MOTION
 GA0961
 GA0961  HISTORY     - Date     Condition        Report By
 GA0961  HISTORY     - 1935     MONUMENTED       CGS
 GA0961
 GA0961                          STATION DESCRIPTION
 GA0961
 GA0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0961'12.3 MI NE FROM LIMESTONE.
 GA0961'12.3 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0961'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, AT A ROAD JUNCTION,
 GA0961'21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 GA0961'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF POLE 110,
 GA0961'AND 4 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0961'H 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0509 ***********************************************************************
 GA0509  DESIGNATION -  H 109
 GA0509  PID         -  GA0509
 GA0509  STATE/COUNTY-  TN/SULLIVAN
 GA0509  USGS QUAD   -  BOONE DAM (1968)
 GA0509
 GA0509                         *CURRENT SURVEY CONTROL
 GA0509  ___________________________________________________________________
 GA0509* NAD 83(1986)-  36 28 24.     (N)    082 26 44.     (W)     SCALED    
 GA0509* NAVD 88     -       428.330  (meters)    1405.28   (feet)  ADJUSTED  
 GA0509  ___________________________________________________________________
 GA0509  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0509  DYNAMIC HT  -         427.932 (meters)    1403.97  (feet)  COMP
 GA0509  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0509
 GA0509  VERT ORDER  -  SECOND    CLASS 0
 GA0509
 GA0509.The horizontal coordinates were scaled from a topographic map and have
 GA0509.an estimated accuracy of +/- 6 seconds.
 GA0509
 GA0509.The orthometric height was determined by differential leveling
 GA0509.and adjusted by the National Geodetic Survey in June 1991..
 GA0509
 GA0509.The geoid height was determined by GEOID03.
 GA0509
 GA0509.The dynamic height is computed by dividing the NAVD 88
 GA0509.geopotential number by the normal gravity value computed on the
 GA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0509.degrees latitude (g = 980.6199 gals.).
 GA0509
 GA0509.The modeled gravity was interpolated from observed gravity values.
 GA0509
 GA0509;                    North         East    Units  Estimated Accuracy
 GA0509;SPC TN       -   243,220.      918,490.      MT  (+/- 180 meters Scaled)
 GA0509
 GA0509                          SUPERSEDED SURVEY CONTROL
 GA0509
 GA0509  NGVD 29 (??/??/92)  428.469  (m)         1405.74   (f) ADJ UNCH    2 0
 GA0509
 GA0509.Superseded values are not recommended for survey control.
 GA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0509.See file dsdata.txt to determine how the superseded data were derived.
 GA0509
 GA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA704374(NAD 83)
 GA0509_MARKER: DB = BENCH MARK DISK
 GA0509_SETTING: 66 = SET IN ROCK OUTCROP
 GA0509_SP_SET: SET IN ROCK OUTCROP
 GA0509_STAMPING: H 109 1935
 GA0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0509+STABILITY: POSITION/ELEVATION WELL
 GA0509
 GA0509  HISTORY     - Date     Condition        Report By
 GA0509  HISTORY     - 1935     MONUMENTED       CGS
 GA0509  HISTORY     - 1950     GOOD             NGS
 GA0509
 GA0509                          STATION DESCRIPTION
 GA0509
 GA0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0509'3.1 MI SW FROM HOLSTON.
 GA0509'3.1 MILES SOUTHWEST ALONG THE OLD BRISTOL ROAD FROM THE POST
 GA0509'OFFICE AT HOLSTON, SULLIVAN COUNTY, 150 YARDS NORTH OF THE
 GA0509'R.G. BECK RESIDENCE, AT A ROAD JUNCTION, 36 FEET NORTH OF THE
 GA0509'CENTERLINE OF THE OLD BRISTOL ROAD, 30 FEET WEST OF THE
 GA0509'CENTERLINE OF THE SIDE ROAD, IN THE TOP OF A ROCK OUTCROP,
 GA0509'AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H
 GA0509'109 1935.
 GA0509
 GA0509                          STATION RECOVERY (1950)
 GA0509
 GA0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1656 ***********************************************************************
 FB1656  DESIGNATION -  H 11
 FB1656  PID         -  FB1656
 FB1656  STATE/COUNTY-  TN/BLOUNT
 FB1656  USGS QUAD   -  TAPOCO (1978)
 FB1656
 FB1656                         *CURRENT SURVEY CONTROL
 FB1656  ___________________________________________________________________
 FB1656* NAD 83(1986)-  35 29 58.     (N)    083 56 34.     (W)     SCALED    
 FB1656* NAVD 88     -       482.900  (meters)    1584.31   (feet)  ADJUSTED  
 FB1656  ___________________________________________________________________
 FB1656  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FB1656  DYNAMIC HT  -         482.430 (meters)    1582.77  (feet)  COMP
 FB1656  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 FB1656
 FB1656  VERT ORDER  -  FIRST     CLASS II
 FB1656
 FB1656.The horizontal coordinates were scaled from a topographic map and have
 FB1656.an estimated accuracy of +/- 6 seconds.
 FB1656
 FB1656.The orthometric height was determined by differential leveling
 FB1656.and adjusted by the National Geodetic Survey in June 1991..
 FB1656
 FB1656.The geoid height was determined by GEOID03.
 FB1656
 FB1656.The dynamic height is computed by dividing the NAVD 88
 FB1656.geopotential number by the normal gravity value computed on the
 FB1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1656.degrees latitude (g = 980.6199 gals.).
 FB1656
 FB1656.The modeled gravity was interpolated from observed gravity values.
 FB1656
 FB1656;                    North         East    Units  Estimated Accuracy
 FB1656;SPC TN       -   131,340.      786,630.      MT  (+/- 180 meters Scaled)
 FB1656
 FB1656                          SUPERSEDED SURVEY CONTROL
 FB1656
 FB1656  NGVD 29 (??/??/92)  483.011  (m)         1584.68   (f) ADJ UNCH    1 2
 FB1656
 FB1656.Superseded values are not recommended for survey control.
 FB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1656.See file dsdata.txt to determine how the superseded data were derived.
 FB1656
 FB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV330324(NAD 83)
 FB1656_MARKER: DB = BENCH MARK DISK
 FB1656_SETTING: 66 = SET IN ROCK OUTCROP
 FB1656_SP_SET: ROCK LEDGE
 FB1656_STAMPING: 1584.862 H 11 1932
 FB1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1656+STABILITY: POSITION/ELEVATION WELL
 FB1656
 FB1656  HISTORY     - Date     Condition        Report By
 FB1656  HISTORY     - 1932     MONUMENTED       CGS
 FB1656  HISTORY     - 1952     GOOD             NGS
 FB1656  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1656
 FB1656                          STATION DESCRIPTION
 FB1656
 FB1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FB1656'6.6 MI SE FROM CALDERWOOD.
 FB1656'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN
 FB1656'RAILWAY STATION AT CALDERWOOD, BLOUNT COUNTY, 15.5 FEET NORTH
 FB1656'OF THE CENTERLINE OF THE HIGHWAY, IN A ROCK LEDGE, AND ABOUT
 FB1656'1.5 FEET HIGHER THAN THE HIGHWAY.  NOTE-- IT IS ABOUT 300 FEET
 FB1656'NORTH OF 154 KVA TRANSMISSION TOWER WHICH IS IN A HOLLOW ABOUT
 FB1656'50 FEET WEST OF THE HIGHWAY.
 FB1656
 FB1656                          STATION RECOVERY (1983)
 FB1656
 FB1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1656'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
 FB1656'THE ROCK LEDGE MENTIONED HAS BROKEN UP IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0187 ***********************************************************************
 GA0187  DESIGNATION -  H 110
 GA0187  PID         -  GA0187
 GA0187  STATE/COUNTY-  TN/SULLIVAN
 GA0187  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0187
 GA0187                         *CURRENT SURVEY CONTROL
 GA0187  ___________________________________________________________________
 GA0187* NAD 83(1986)-  36 31 36.     (N)    082 02 32.     (W)     SCALED    
 GA0187* NAVD 88     -       475.333  (meters)    1559.49   (feet)  ADJUSTED  
 GA0187  ___________________________________________________________________
 GA0187  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA0187  DYNAMIC HT  -         474.885 (meters)    1558.02  (feet)  COMP
 GA0187  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 GA0187
 GA0187  VERT ORDER  -  SECOND    CLASS 0
 GA0187
 GA0187.The horizontal coordinates were scaled from a topographic map and have
 GA0187.an estimated accuracy of +/- 6 seconds.
 GA0187
 GA0187.The orthometric height was determined by differential leveling
 GA0187.and adjusted by the National Geodetic Survey in June 1991..
 GA0187
 GA0187.The geoid height was determined by GEOID03.
 GA0187
 GA0187.The dynamic height is computed by dividing the NAVD 88
 GA0187.geopotential number by the normal gravity value computed on the
 GA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0187.degrees latitude (g = 980.6199 gals.).
 GA0187
 GA0187.The modeled gravity was interpolated from observed gravity values.
 GA0187
 GA0187;                    North         East    Units  Estimated Accuracy
 GA0187;SPC TN       -   250,520.      954,370.      MT  (+/- 180 meters Scaled)
 GA0187
 GA0187                          SUPERSEDED SURVEY CONTROL
 GA0187
 GA0187  NGVD 29 (??/??/92)  475.441  (m)         1559.84   (f) ADJ UNCH    2 0
 GA0187
 GA0187.Superseded values are not recommended for survey control.
 GA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0187.See file dsdata.txt to determine how the superseded data were derived.
 GA0187
 GA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA066428(NAD 83)
 GA0187_MARKER: DB = BENCH MARK DISK
 GA0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0187_SP_SET: BRIDGE
 GA0187_STAMPING: H 110 1935
 GA0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0187
 GA0187  HISTORY     - Date     Condition        Report By
 GA0187  HISTORY     - 1935     MONUMENTED       CGS
 GA0187
 GA0187                          STATION DESCRIPTION
 GA0187
 GA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0187'2.8 MI E FROM BIG CREEK.
 GA0187'2.8 MILES EAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF THE
 GA0187'EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.1 MILE EAST OF THE
 GA0187'ALFONSO WATSON RESIDENCE, AT THE JUNCTION OF FISHDAM CREEK
 GA0187'AND JONAH CREEK, AT THE BRIDGE OVER JONAH CREEK, IN THE SOUTH
 GA0187'END OF THE WEST ABUTMENT, 6.9 FEET SOUTH OF THE CENTERLINE OF THE
 GA0187'ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 110
 GA0187'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0188 ***********************************************************************
 GA0188  DESIGNATION -  H 110 X
 GA0188  PID         -  GA0188
 GA0188  STATE/COUNTY-  TN/SULLIVAN
 GA0188  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0188
 GA0188                         *CURRENT SURVEY CONTROL
 GA0188  ___________________________________________________________________
 GA0188* NAD 83(1986)-  36 31 56.     (N)    082 01 33.     (W)     SCALED    
 GA0188* NAVD 88     -       510.083  (meters)    1673.50   (feet)  ADJUSTED  
 GA0188  ___________________________________________________________________
 GA0188  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0188  DYNAMIC HT  -         509.601 (meters)    1671.92  (feet)  COMP
 GA0188  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 GA0188
 GA0188  VERT ORDER  -  SECOND    CLASS 0
 GA0188
 GA0188.The horizontal coordinates were scaled from a topographic map and have
 GA0188.an estimated accuracy of +/- 6 seconds.
 GA0188
 GA0188.The orthometric height was determined by differential leveling
 GA0188.and adjusted by the National Geodetic Survey in June 1991..
 GA0188
 GA0188.The geoid height was determined by GEOID03.
 GA0188
 GA0188.The dynamic height is computed by dividing the NAVD 88
 GA0188.geopotential number by the normal gravity value computed on the
 GA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0188.degrees latitude (g = 980.6199 gals.).
 GA0188
 GA0188.The modeled gravity was interpolated from observed gravity values.
 GA0188
 GA0188;                    North         East    Units  Estimated Accuracy
 GA0188;SPC TN       -   251,200.      955,810.      MT  (+/- 180 meters Scaled)
 GA0188
 GA0188                          SUPERSEDED SURVEY CONTROL
 GA0188
 GA0188  NGVD 29 (??/??/92)  510.187  (m)         1673.84   (f) ADJ UNCH    2 0
 GA0188
 GA0188.Superseded values are not recommended for survey control.
 GA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0188.See file dsdata.txt to determine how the superseded data were derived.
 GA0188
 GA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA081434(NAD 83)
 GA0188_MARKER: DB = BENCH MARK DISK
 GA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0188_STAMPING: H 110 X 1935
 GA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0188+STABILITY: SURFACE MOTION
 GA0188
 GA0188  HISTORY     - Date     Condition        Report By
 GA0188  HISTORY     - 1935     MONUMENTED       CGS
 GA0188
 GA0188                          STATION DESCRIPTION
 GA0188
 GA0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0188'3.9 MI E FROM BIG CREEK.
 GA0188'3.9 MILES EAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0188'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.9 MILE SOUTHWEST
 GA0188'OF HIGHWAY BRIDGE 2, 50 YARDS WEST OF A 10-INCH PINE TREE AT THE
 GA0188'SOUTH EDGE OF THE ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 GA0188'ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0188'H 110 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0189 ***********************************************************************
 GA0189  DESIGNATION -  H 110 Y
 GA0189  PID         -  GA0189
 GA0189  STATE/COUNTY-  TN/SULLIVAN
 GA0189  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0189
 GA0189                         *CURRENT SURVEY CONTROL
 GA0189  ___________________________________________________________________
 GA0189* NAD 83(1986)-  36 32 10.     (N)    082 00 35.     (W)     SCALED    
 GA0189* NAVD 88     -       565.147  (meters)    1854.15   (feet)  ADJUSTED  
 GA0189  ___________________________________________________________________
 GA0189  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0189  DYNAMIC HT  -         564.612 (meters)    1852.40  (feet)  COMP
 GA0189  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0189
 GA0189  VERT ORDER  -  SECOND    CLASS 0
 GA0189
 GA0189.The horizontal coordinates were scaled from a topographic map and have
 GA0189.an estimated accuracy of +/- 6 seconds.
 GA0189
 GA0189.The orthometric height was determined by differential leveling
 GA0189.and adjusted by the National Geodetic Survey in June 1991..
 GA0189
 GA0189.The geoid height was determined by GEOID03.
 GA0189
 GA0189.The dynamic height is computed by dividing the NAVD 88
 GA0189.geopotential number by the normal gravity value computed on the
 GA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0189.degrees latitude (g = 980.6199 gals.).
 GA0189
 GA0189.The modeled gravity was interpolated from observed gravity values.
 GA0189
 GA0189;                    North         East    Units  Estimated Accuracy
 GA0189;SPC TN       -   251,690.      957,240.      MT  (+/- 180 meters Scaled)
 GA0189
 GA0189                          SUPERSEDED SURVEY CONTROL
 GA0189
 GA0189  NGVD 29 (??/??/92)  565.249  (m)         1854.49   (f) ADJ UNCH    2 0
 GA0189
 GA0189.Superseded values are not recommended for survey control.
 GA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0189.See file dsdata.txt to determine how the superseded data were derived.
 GA0189
 GA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA096438(NAD 83)
 GA0189_MARKER: DB = BENCH MARK DISK
 GA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0189_STAMPING: H 110 Y 1935
 GA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0189+STABILITY: SURFACE MOTION
 GA0189
 GA0189  HISTORY     - Date     Condition        Report By
 GA0189  HISTORY     - 1935     MONUMENTED       CGS
 GA0189  HISTORY     - 1949     GOOD             TVA
 GA0189
 GA0189                          STATION DESCRIPTION
 GA0189
 GA0189'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 GA0189'4.9 MI E FROM BIG CREEK.
 GA0189'4.9 MILES EAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0189'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.2 MILE SOUTHWEST
 GA0189'OF AN IRON BRIDGE OVER A CREEK, 0.2 MILE EAST OF CONCRETE HIGHWAY
 GA0189'BRIDGE 2, 38.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT A SMALL
 GA0189'CLEARING, AND 1 FOOT LOWER THAN THE ROAD AND 4 FEET FROM STEEL
 GA0189'WITNESS POST.  A STANDARD DISK, STAMPED H 110 Y 1935 AND SET IN
 GA0189'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1020 ***********************************************************************
 FZ1020  DESIGNATION -  H 111
 FZ1020  PID         -  FZ1020
 FZ1020  STATE/COUNTY-  TN/JOHNSON
 FZ1020  USGS QUAD   -  ELK MILLS (1994)
 FZ1020
 FZ1020                         *CURRENT SURVEY CONTROL
 FZ1020  ___________________________________________________________________
 FZ1020* NAD 83(1986)-  36 19 41.     (N)    081 58 15.     (W)     SCALED    
 FZ1020* NAVD 88     -       616.711  (meters)    2023.33   (feet)  ADJUSTED  
 FZ1020  ___________________________________________________________________
 FZ1020  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FZ1020  DYNAMIC HT  -         616.085 (meters)    2021.27  (feet)  COMP
 FZ1020  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 FZ1020
 FZ1020  VERT ORDER  -  SECOND    CLASS 0
 FZ1020
 FZ1020.The horizontal coordinates were scaled from a topographic map and have
 FZ1020.an estimated accuracy of +/- 6 seconds.
 FZ1020
 FZ1020.The orthometric height was determined by differential leveling
 FZ1020.and adjusted by the National Geodetic Survey in June 1991..
 FZ1020
 FZ1020.The geoid height was determined by GEOID03.
 FZ1020
 FZ1020.The dynamic height is computed by dividing the NAVD 88
 FZ1020.geopotential number by the normal gravity value computed on the
 FZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1020.degrees latitude (g = 980.6199 gals.).
 FZ1020
 FZ1020.The modeled gravity was interpolated from observed gravity values.
 FZ1020
 FZ1020;                    North         East    Units  Estimated Accuracy
 FZ1020;SPC TN       -   228,760.      961,670.      MT  (+/- 180 meters Scaled)
 FZ1020
 FZ1020                          SUPERSEDED SURVEY CONTROL
 FZ1020
 FZ1020  NGVD 29 (??/??/92)  616.803  (m)         2023.63   (f) ADJ UNCH    2 0
 FZ1020
 FZ1020.Superseded values are not recommended for survey control.
 FZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1020.See file dsdata.txt to determine how the superseded data were derived.
 FZ1020
 FZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA128207(NAD 83)
 FZ1020_MARKER: DB = BENCH MARK DISK
 FZ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1020_STAMPING: H 111 1935
 FZ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1020+STABILITY: SURFACE MOTION
 FZ1020
 FZ1020  HISTORY     - Date     Condition        Report By
 FZ1020  HISTORY     - 1935     MONUMENTED       CGS
 FZ1020
 FZ1020                          STATION DESCRIPTION
 FZ1020
 FZ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1020'1.4 MI SE FROM BUTLER.
 FZ1020'1.4 MILES SOUTHEAST ALONG THE DRY HILL ROAD FROM THE JUNCTION OF
 FZ1020'A COUNTY ROAD 1 MILE EAST OF BUTLER, JOHNSON COUNTY, ON THE A.B.
 FZ1020'GREENWELL PROPERTY, 500 FEET WEST OF A ONE-STORY FARMHOUSE, 225
 FZ1020'FEET SOUTHWEST OF A REDTOP BARN, 100 FEET SOUTHWEST OF A SMALL
 FZ1020'PLANK BARN WITH A LEAN-TO-GARAGE, 90 FEET SOUTH OF A 1-1/2-STORY
 FZ1020'FARMHOUSE, AT THE JUNCTION OF A DRIVEWAY TO THE FARMYARD, 27
 FZ1020'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 21.5 FEET SOUTHEAST
 FZ1020'OF THE CENTERLINE OF THE DRIVEWAY, 10 FEET SOUTHEAST OF A POLE,
 FZ1020'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 111 1935 AND
 FZ1020'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0610 ***********************************************************************
 GA0610  DESIGNATION -  H 112
 GA0610  PID         -  GA0610
 GA0610  STATE/COUNTY-  TN/UNICOI
 GA0610  USGS QUAD   -  UNICOI (1978)
 GA0610
 GA0610                         *CURRENT SURVEY CONTROL
 GA0610  ___________________________________________________________________
 GA0610* NAD 83(1986)-  36 10 26.     (N)    082 18 36.     (W)     SCALED    
 GA0610* NAVD 88     -       651.847  (meters)    2138.60   (feet)  ADJUSTED  
 GA0610  ___________________________________________________________________
 GA0610  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA0610  DYNAMIC HT  -         651.155 (meters)    2136.33  (feet)  COMP
 GA0610  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 GA0610
 GA0610  VERT ORDER  -  SECOND    CLASS 0
 GA0610
 GA0610.The horizontal coordinates were scaled from a topographic map and have
 GA0610.an estimated accuracy of +/- 6 seconds.
 GA0610
 GA0610.The orthometric height was determined by differential leveling
 GA0610.and adjusted by the National Geodetic Survey in June 1991..
 GA0610
 GA0610.The geoid height was determined by GEOID03.
 GA0610
 GA0610.The dynamic height is computed by dividing the NAVD 88
 GA0610.geopotential number by the normal gravity value computed on the
 GA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0610.degrees latitude (g = 980.6199 gals.).
 GA0610
 GA0610.The modeled gravity was interpolated from observed gravity values.
 GA0610
 GA0610;                    North         East    Units  Estimated Accuracy
 GA0610;SPC TN       -   210,470.      931,880.      MT  (+/- 180 meters Scaled)
 GA0610
 GA0610                          SUPERSEDED SURVEY CONTROL
 GA0610
 GA0610  NGVD 29 (??/??/92)  651.908  (m)         2138.80   (f) ADJ UNCH    2 0
 GA0610
 GA0610.Superseded values are not recommended for survey control.
 GA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0610.See file dsdata.txt to determine how the superseded data were derived.
 GA0610
 GA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA821040(NAD 83)
 GA0610_MARKER: DB = BENCH MARK DISK
 GA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0610_STAMPING: H 112 1935
 GA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0610+STABILITY: SURFACE MOTION
 GA0610
 GA0610  HISTORY     - Date     Condition        Report By
 GA0610  HISTORY     - 1935     MONUMENTED       CGS
 GA0610
 GA0610                          STATION DESCRIPTION
 GA0610
 GA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0610'2.9 MI SE FROM UNICOI.
 GA0610'2.9 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0610'OFFICE AT UNICOI, UNICOI COUNTY, 30 FEET WEST OF THE ROAD, 5 FEET
 GA0610'NORTH OF A WIRE FENCE AND A 30-INCH TULIP TREE, AND 2 FEET LOWER
 GA0610'THAN THE ROAD.  A STANDARD DISK, STAMPED H 112 1935 AND SET IN
 GA0610'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0973 ***********************************************************************
 GA0973  DESIGNATION -  H 113
 GA0973  PID         -  GA0973
 GA0973  STATE/COUNTY-  TN/WASHINGTON
 GA0973  USGS QUAD   -  TELFORD (1971)
 GA0973
 GA0973                         *CURRENT SURVEY CONTROL
 GA0973  ___________________________________________________________________
 GA0973* NAD 83(1986)-  36 11 03.     (N)    082 32 28.     (W)     SCALED    
 GA0973* NAVD 88     -       456.529  (meters)    1497.80   (feet)  POSTED    
 GA0973  ___________________________________________________________________
 GA0973  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0973  DYNAMIC HT  -         456.090 (meters)    1496.36  (feet)  COMP
 GA0973  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 GA0973
 GA0973  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0973
 GA0973.The horizontal coordinates were scaled from a topographic map and have
 GA0973.an estimated accuracy of +/- 6 seconds.
 GA0973
 GA0973.The orthometric height was determined by differential leveling
 GA0973.and adjusted by the National Geodetic Survey in 1992..
 GA0973.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0973.rate of 0.0 thru 1.0 mm/km.
 GA0973
 GA0973.The geoid height was determined by GEOID03.
 GA0973
 GA0973.The dynamic height is computed by dividing the NAVD 88
 GA0973.geopotential number by the normal gravity value computed on the
 GA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0973.degrees latitude (g = 980.6199 gals.).
 GA0973
 GA0973.The modeled gravity was interpolated from observed gravity values.
 GA0973
 GA0973;                    North         East    Units  Estimated Accuracy
 GA0973;SPC TN       -   210,850.      911,060.      MT  (+/- 180 meters Scaled)
 GA0973
 GA0973                          SUPERSEDED SURVEY CONTROL
 GA0973
 GA0973  NGVD 29 (??/??/92)  456.675  (m)         1498.27   (f) ADJ UNCH    2 0
 GA0973
 GA0973.Superseded values are not recommended for survey control.
 GA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0973.See file dsdata.txt to determine how the superseded data were derived.
 GA0973
 GA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA614054(NAD 83)
 GA0973_MARKER: DB = BENCH MARK DISK
 GA0973_SETTING: 66 = SET IN ROCK OUTCROP
 GA0973_SP_SET: LIMESTONE OUTCROP
 GA0973_STAMPING: H 113 1935
 GA0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0973+STABILITY: POSITION/ELEVATION WELL
 GA0973
 GA0973  HISTORY     - Date     Condition        Report By
 GA0973  HISTORY     - 1935     MONUMENTED       CGS
 GA0973  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA0973
 GA0973                          STATION DESCRIPTION
 GA0973
 GA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0973'7 MI S FROM TELFORD.
 GA0973'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0973'AT TELFORD, WASHINGTON COUNTY, THENCE 4.3 MILES SOUTHEAST ALONG
 GA0973'COUNTY ROADS, 0.3 MILE SOUTH OF CONKLIN SCHOOL AT THE JUNCTION OF
 GA0973'A COUNTY ROAD LEADING EAST, 200 YARDS EAST OF A TWO-STORY BRICK
 GA0973'HOUSE ON A HILLTOP, 25 FEET WEST OF THREE 8-INCH CEDAR TREES,
 GA0973'IN THE TOP OF A LIMESTONE OUTCROP, AND LEVEL WITH THE ROAD.  A
 GA0973'STANDARD DISK, STAMPED H 113 1935.
 GA0973
 GA0973                          STATION RECOVERY (1955)
 GA0973
 GA0973'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1922 ***********************************************************************
 GA1922  DESIGNATION -  H 114
 GA1922  PID         -  GA1922
 GA1922  STATE/COUNTY-  TN/GREENE
 GA1922  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1922
 GA1922                         *CURRENT SURVEY CONTROL
 GA1922  ___________________________________________________________________
 GA1922* NAD 83(1986)-  36 04 22.     (N)    083 01 47.     (W)     SCALED    
 GA1922* NAVD 88     -       380.905  (meters)    1249.69   (feet)  ADJUSTED  
 GA1922  ___________________________________________________________________
 GA1922  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1922  DYNAMIC HT  -         380.546 (meters)    1248.51  (feet)  COMP
 GA1922  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 GA1922
 GA1922  VERT ORDER  -  SECOND    CLASS 0
 GA1922
 GA1922.The horizontal coordinates were scaled from a topographic map and have
 GA1922.an estimated accuracy of +/- 6 seconds.
 GA1922
 GA1922.The orthometric height was determined by differential leveling
 GA1922.and adjusted by the National Geodetic Survey in June 1991..
 GA1922
 GA1922.The geoid height was determined by GEOID03.
 GA1922
 GA1922.The dynamic height is computed by dividing the NAVD 88
 GA1922.geopotential number by the normal gravity value computed on the
 GA1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1922.degrees latitude (g = 980.6199 gals.).
 GA1922
 GA1922.The modeled gravity was interpolated from observed gravity values.
 GA1922
 GA1922;                    North         East    Units  Estimated Accuracy
 GA1922;SPC TN       -   197,050.      867,510.      MT  (+/- 180 meters Scaled)
 GA1922
 GA1922                          SUPERSEDED SURVEY CONTROL
 GA1922
 GA1922  NGVD 29 (??/??/92)  381.059  (m)         1250.19   (f) ADJ UNCH    2 0
 GA1922
 GA1922.Superseded values are not recommended for survey control.
 GA1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1922.See file dsdata.txt to determine how the superseded data were derived.
 GA1922
 GA1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV172939(NAD 83)
 GA1922_MARKER: DB = BENCH MARK DISK
 GA1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1922_STAMPING: H 114 1935
 GA1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1922+STABILITY: SURFACE MOTION
 GA1922
 GA1922  HISTORY     - Date     Condition        Report By
 GA1922  HISTORY     - 1935     MONUMENTED       CGS
 GA1922
 GA1922                          STATION DESCRIPTION
 GA1922
 GA1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1922'3.9 MI NW FROM CANEY BRANCH.
 GA1922'3.9 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1922'OFFICE AT CANEY BRANCH, 0.6 MILE NORTH OF THE INTERSECTION OF
 GA1922'THREE COUNTY HIGHWAYS, 75 YARDS SOUTH OF THE J.W. CLOWERS RESIDENCE,
 GA1922'53 YARDS SOUTH OF THE PATH TO THE HOUSE, 20 FEET WEST OF THE
 GA1922'CENTERLINE OF THE HIGHWAY, 31.5 FEET WEST OF A GATE, 25 FEET
 GA1922'EAST OF A 20-INCH WALNUT TREE, AND LEVEL WITH THE HIGHWAY.  A
 GA1922'STANDARD DISK, STAMPED H 114 1935 AND SET IN THE TOP OF A
 GA1922'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0688 ***********************************************************************
 GA0688  DESIGNATION -  H 115
 GA0688  PID         -  GA0688
 GA0688  STATE/COUNTY-  TN/GREENE
 GA0688  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0688
 GA0688                         *CURRENT SURVEY CONTROL
 GA0688  ___________________________________________________________________
 GA0688* NAD 83(1986)-  36 05 39.     (N)    082 45 38.     (W)     SCALED    
 GA0688* NAVD 88     -       421.851  (meters)    1384.02   (feet)  ADJUSTED  
 GA0688  ___________________________________________________________________
 GA0688  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0688  DYNAMIC HT  -         421.445 (meters)    1382.69  (feet)  COMP
 GA0688  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 GA0688
 GA0688  VERT ORDER  -  SECOND    CLASS 0
 GA0688
 GA0688.The horizontal coordinates were scaled from a topographic map and have
 GA0688.an estimated accuracy of +/- 6 seconds.
 GA0688
 GA0688.The orthometric height was determined by differential leveling
 GA0688.and adjusted by the National Geodetic Survey in June 1991..
 GA0688
 GA0688.The geoid height was determined by GEOID03.
 GA0688
 GA0688.The dynamic height is computed by dividing the NAVD 88
 GA0688.geopotential number by the normal gravity value computed on the
 GA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0688.degrees latitude (g = 980.6199 gals.).
 GA0688
 GA0688.The modeled gravity was interpolated from observed gravity values.
 GA0688
 GA0688;                    North         East    Units  Estimated Accuracy
 GA0688;SPC TN       -   200,190.      891,670.      MT  (+/- 180 meters Scaled)
 GA0688
 GA0688                          SUPERSEDED SURVEY CONTROL
 GA0688
 GA0688  NGVD 29 (??/??/92)  421.974  (m)         1384.43   (f) ADJ UNCH    2 0
 GA0688
 GA0688.Superseded values are not recommended for survey control.
 GA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0688.See file dsdata.txt to determine how the superseded data were derived.
 GA0688
 GA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV415958(NAD 83)
 GA0688_MARKER: DB = BENCH MARK DISK
 GA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0688_STAMPING: H 115 1935
 GA0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0688+STABILITY: SURFACE MOTION
 GA0688
 GA0688  HISTORY     - Date     Condition        Report By
 GA0688  HISTORY     - 1935     MONUMENTED       CGS
 GA0688  HISTORY     - 1935     GOOD             TVA
 GA0688
 GA0688                          STATION DESCRIPTION
 GA0688
 GA0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0688'2.1 MI SE FROM JONES BRIDGE.
 GA0688'2.1 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0688'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, AT THE J.C.
 GA0688'HARRISON RESIDENCE, 69.3 FEET WEST OF THE SOUTHWEST CORNER OF
 GA0688'THE HOUSE, 21.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 17.4
 GA0688'FEET EAST OF THE EAST CORNER OF THE CONCRETE BRIDGE OVER CAMP
 GA0688'CREEK, 17.2 FEET SOUTHEAST OF A 20-INCH HACKBERRY TREE, AND 1
 GA0688'FOOT LOWER THAN THE ROAD, 43.6 FEET SOUTHWEST OF SOUTH CORNER OF
 GA0688'CONCRETE RETAINING WALL AROUND SPRING.  A STANDARD DISK, STAMPED
 GA0688'H 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0688
 GA0688                          STATION RECOVERY (1935)
 GA0688
 GA0688'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1935
 GA0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0592 ***********************************************************************
 GA0592  DESIGNATION -  H 116
 GA0592  PID         -  GA0592
 GA0592  STATE/COUNTY-  TN/WASHINGTON
 GA0592  USGS QUAD   -  JONESBOROUGH (1968)
 GA0592
 GA0592                         *CURRENT SURVEY CONTROL
 GA0592  ___________________________________________________________________
 GA0592* NAD 83(1986)-  36 16 54.     (N)    082 29 00.     (W)     SCALED    
 GA0592* NAVD 88     -       509.246  (meters)    1670.75   (feet)  ADJUSTED  
 GA0592  ___________________________________________________________________
 GA0592  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0592  DYNAMIC HT  -         508.758 (meters)    1669.15  (feet)  COMP
 GA0592  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 GA0592
 GA0592  VERT ORDER  -  SECOND    CLASS 0
 GA0592
 GA0592.The horizontal coordinates were scaled from a topographic map and have
 GA0592.an estimated accuracy of +/- 6 seconds.
 GA0592
 GA0592.The orthometric height was determined by differential leveling
 GA0592.and adjusted by the National Geodetic Survey in June 1991..
 GA0592
 GA0592.The geoid height was determined by GEOID03.
 GA0592
 GA0592.The dynamic height is computed by dividing the NAVD 88
 GA0592.geopotential number by the normal gravity value computed on the
 GA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0592.degrees latitude (g = 980.6199 gals.).
 GA0592
 GA0592.The modeled gravity was interpolated from observed gravity values.
 GA0592
 GA0592;                    North         East    Units  Estimated Accuracy
 GA0592;SPC TN       -   221,840.      915,870.      MT  (+/- 180 meters Scaled)
 GA0592
 GA0592                          SUPERSEDED SURVEY CONTROL
 GA0592
 GA0592  NGVD 29 (??/??/92)  509.381  (m)         1671.19   (f) ADJ UNCH    2 0
 GA0592
 GA0592.Superseded values are not recommended for survey control.
 GA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0592.See file dsdata.txt to determine how the superseded data were derived.
 GA0592
 GA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA667162(NAD 83)
 GA0592_MARKER: DB = BENCH MARK DISK
 GA0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0592_STAMPING: H 116 1935
 GA0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0592+STABILITY: SURFACE MOTION
 GA0592
 GA0592  HISTORY     - Date     Condition        Report By
 GA0592  HISTORY     - 1935     MONUMENTED       CGS
 GA0592  HISTORY     - 1939     MARK NOT FOUND   NGS
 GA0592
 GA0592                          STATION DESCRIPTION
 GA0592
 GA0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0592'1.2 MI SW FROM JONESBORO.
 GA0592'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0592'AT JONESBORO, WASHINGTON COUNTY, 66 YARDS SOUTHEAST OF THE
 GA0592'JUNCTION OF U.S. HIGHWAY 11 E, 21 FEET NORTHEAST OF THE CENTERLINE
 GA0592'OF STATE HIGHWAY 81, 30 FEET NORTHWEST OF THE WEST CORNER OF A
 GA0592'BARN, 1.2 FEET SOUTHWEST OF A FENCE LINE, AND LEVEL WITH THE
 GA0592'HIGHWAY.  A STANDARD DISK, STAMPED H 116 1935 AND SET IN THE
 GA0592'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GA0592
 GA0592                          STATION RECOVERY (1939)
 GA0592
 GA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GA0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1025 ***********************************************************************
 GA1025  DESIGNATION -  H 117
 GA1025  PID         -  GA1025
 GA1025  STATE/COUNTY-  TN/GREENE
 GA1025  USGS QUAD   -  GREENEVILLE (1961)
 GA1025
 GA1025                         *CURRENT SURVEY CONTROL
 GA1025  ___________________________________________________________________
 GA1025* NAD 83(1986)-  36 09 00.     (N)    082 50 01.     (W)     SCALED    
 GA1025* NAVD 88     -       450.661  (meters)    1478.54   (feet)  ADJUSTED  
 GA1025  ___________________________________________________________________
 GA1025  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA1025  DYNAMIC HT  -         450.231 (meters)    1477.13  (feet)  COMP
 GA1025  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 GA1025
 GA1025  VERT ORDER  -  SECOND    CLASS 0
 GA1025
 GA1025.The horizontal coordinates were scaled from a topographic map and have
 GA1025.an estimated accuracy of +/- 6 seconds.
 GA1025
 GA1025.The orthometric height was determined by differential leveling
 GA1025.and adjusted by the National Geodetic Survey in June 1991..
 GA1025
 GA1025.The geoid height was determined by GEOID03.
 GA1025
 GA1025.The dynamic height is computed by dividing the NAVD 88
 GA1025.geopotential number by the normal gravity value computed on the
 GA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1025.degrees latitude (g = 980.6199 gals.).
 GA1025
 GA1025.The modeled gravity was interpolated from observed gravity values.
 GA1025
 GA1025;                    North         East    Units  Estimated Accuracy
 GA1025;SPC TN       -   206,170.      884,890.      MT  (+/- 180 meters Scaled)
 GA1025
 GA1025                          SUPERSEDED SURVEY CONTROL
 GA1025
 GA1025  NGVD 29 (??/??/92)  450.783  (m)         1478.94   (f) ADJ UNCH    2 0
 GA1025
 GA1025.Superseded values are not recommended for survey control.
 GA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1025.See file dsdata.txt to determine how the superseded data were derived.
 GA1025
 GA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA350021(NAD 83)
 GA1025_MARKER: DB = BENCH MARK DISK
 GA1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1025_STAMPING: H 117 1935
 GA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1025+STABILITY: SURFACE MOTION
 GA1025
 GA1025  HISTORY     - Date     Condition        Report By
 GA1025  HISTORY     - 1935     MONUMENTED       CGS
 GA1025  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA1025
 GA1025                          STATION DESCRIPTION
 GA1025
 GA1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1025'1.1 MI S FROM GREENEVILLE.
 GA1025'1.1 MILES SOUTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1025'THE COURTHOUSE AT GREENEVILLE, GREENE COUNTY, 80 YARDS NORTH OF
 GA1025'A SERVICE STATION BEING USED AS A RESIDENCE BY HAROLD TWEED, 60
 GA1025'YARDS SOUTHEAST OF THE ROCK FOUNDATION OF A DEMOLISHED HOUSE,
 GA1025'9 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1-1/2 FEET
 GA1025'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 117 1935 AND
 GA1025'SET IN THE TOP OF A CONCRETE POST.
 GA1025
 GA1025                          STATION RECOVERY (1961)
 GA1025
 GA1025'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0985 ***********************************************************************
 GA0985  DESIGNATION -  H 118
 GA0985  PID         -  GA0985
 GA0985  STATE/COUNTY-  TN/GREENE
 GA0985  USGS QUAD   -  CEDAR CREEK (1980)
 GA0985
 GA0985                         *CURRENT SURVEY CONTROL
 GA0985  ___________________________________________________________________
 GA0985* NAD 83(1986)-  36 05 22.     (N)    082 56 39.     (W)     SCALED    
 GA0985* NAVD 88     -       373.255  (meters)    1224.59   (feet)  ADJUSTED  
 GA0985  ___________________________________________________________________
 GA0985  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0985  DYNAMIC HT  -         372.901 (meters)    1223.43  (feet)  COMP
 GA0985  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 GA0985
 GA0985  VERT ORDER  -  SECOND    CLASS 0
 GA0985
 GA0985.The horizontal coordinates were scaled from a topographic map and have
 GA0985.an estimated accuracy of +/- 6 seconds.
 GA0985
 GA0985.The orthometric height was determined by differential leveling
 GA0985.and adjusted by the National Geodetic Survey in June 1991..
 GA0985
 GA0985.The geoid height was determined by GEOID03.
 GA0985
 GA0985.The dynamic height is computed by dividing the NAVD 88
 GA0985.geopotential number by the normal gravity value computed on the
 GA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0985.degrees latitude (g = 980.6199 gals.).
 GA0985
 GA0985.The modeled gravity was interpolated from observed gravity values.
 GA0985
 GA0985;                    North         East    Units  Estimated Accuracy
 GA0985;SPC TN       -   199,140.      875,160.      MT  (+/- 180 meters Scaled)
 GA0985
 GA0985                          SUPERSEDED SURVEY CONTROL
 GA0985
 GA0985  NGVD 29 (??/??/92)  373.404  (m)         1225.08   (f) ADJ UNCH    2 0
 GA0985
 GA0985.Superseded values are not recommended for survey control.
 GA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0985.See file dsdata.txt to determine how the superseded data were derived.
 GA0985
 GA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV249956(NAD 83)
 GA0985_MARKER: DB = BENCH MARK DISK
 GA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0985_STAMPING: H 118 1935
 GA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0985+STABILITY: SURFACE MOTION
 GA0985
 GA0985  HISTORY     - Date     Condition        Report By
 GA0985  HISTORY     - 1935     MONUMENTED       CGS
 GA0985
 GA0985                          STATION DESCRIPTION
 GA0985
 GA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0985'4.2 MI NE FROM CANEY BRANCH.
 GA0985'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0985'AT CANEY BRANCH, GREENE COUNTY, AT THE E.J. GASS RESIDENCE, 24
 GA0985'YARDS SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 7 YARDS
 GA0985'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 YARDS NORTHWEST
 GA0985'OF A 32 INCH WILLOW TREE, AND 3 FEET LOWER THAN THE HIGHWAY.  A
 GA0985'STANDARD DISK, STAMPED H 118 1935 AND SET IN THE TOP OF A
 GA0985'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1933 ***********************************************************************
 GA1933  DESIGNATION -  H 119
 GA1933  PID         -  GA1933
 GA1933  STATE/COUNTY-  TN/GREENE
 GA1933  USGS QUAD   -  SPRINGVALE (1980)
 GA1933
 GA1933                         *CURRENT SURVEY CONTROL
 GA1933  ___________________________________________________________________
 GA1933* NAD 83(1986)-  36 08 48.     (N)    083 08 37.     (W)     SCALED    
 GA1933* NAVD 88     -       324.286  (meters)    1063.93   (feet)  ADJUSTED  
 GA1933  ___________________________________________________________________
 GA1933  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1933  DYNAMIC HT  -         323.985 (meters)    1062.94  (feet)  COMP
 GA1933  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA1933
 GA1933  VERT ORDER  -  SECOND    CLASS 0
 GA1933
 GA1933.The horizontal coordinates were scaled from a topographic map and have
 GA1933.an estimated accuracy of +/- 6 seconds.
 GA1933
 GA1933.The orthometric height was determined by differential leveling
 GA1933.and adjusted by the National Geodetic Survey in June 1991..
 GA1933
 GA1933.The geoid height was determined by GEOID03.
 GA1933
 GA1933.The dynamic height is computed by dividing the NAVD 88
 GA1933.geopotential number by the normal gravity value computed on the
 GA1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1933.degrees latitude (g = 980.6199 gals.).
 GA1933
 GA1933.The modeled gravity was interpolated from observed gravity values.
 GA1933
 GA1933;                    North         East    Units  Estimated Accuracy
 GA1933;SPC TN       -   204,940.      857,020.      MT  (+/- 180 meters Scaled)
 GA1933
 GA1933                          SUPERSEDED SURVEY CONTROL
 GA1933
 GA1933  NGVD 29 (??/??/92)  324.440  (m)         1064.43   (f) ADJ UNCH    2 0
 GA1933
 GA1933.Superseded values are not recommended for survey control.
 GA1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1933.See file dsdata.txt to determine how the superseded data were derived.
 GA1933
 GA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA071023(NAD 83)
 GA1933_MARKER: DB = BENCH MARK DISK
 GA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1933_STAMPING: H 119 1935
 GA1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1933+STABILITY: SURFACE MOTION
 GA1933
 GA1933  HISTORY     - Date     Condition        Report By
 GA1933  HISTORY     - 1935     MONUMENTED       CGS
 GA1933
 GA1933                          STATION DESCRIPTION
 GA1933
 GA1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1933'AT BEULAH.
 GA1933'AT BEULAH, ON THE MOHAWK ROAD, 333 YARDS EAST OF THE INTERSECTION
 GA1933'OF THE WHITESBURG ROAD, ON THE FRONT LAWN OF THE BEULAH CHURCH,
 GA1933'20 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 13 YARDS NORTH OF
 GA1933'A 13-INCH MAPLE TREE, 2 YARDS EAST OF THE SOUTHEAST CORNER
 GA1933'OF THE CHURCH BUILDING, AND LEVEL WITH THE ROAD, 7 FEET NORTHEAST
 GA1933'OF SOUTHEAST CORNER OF CHURCH, AND 1.9 FEET SOUTHEAST OF SOUTHEAST
 GA1933'SIDE OF CHURCH.  A STANDARD DISK, STAMPED H 119 1935 AND SET IN
 GA1933'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1113 ***********************************************************************
 FB1113  DESIGNATION -  H 121
 FB1113  PID         -  FB1113
 FB1113  STATE/COUNTY-  TN/COCKE
 FB1113  USGS QUAD   -  PAINT ROCK (1991)
 FB1113
 FB1113                         *CURRENT SURVEY CONTROL
 FB1113  ___________________________________________________________________
 FB1113* NAD 83(1986)-  35 57 56.     (N)    082 55 51.     (W)     SCALED    
 FB1113* NAVD 88     -       521.60   (+/-2cm)    1711.3    (feet)  VERTCON   
 FB1113  ___________________________________________________________________
 FB1113  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1113
 FB1113  VERT ORDER  -  ? (See Below)
 FB1113
 FB1113.The horizontal coordinates were scaled from a topographic map and have
 FB1113.an estimated accuracy of +/- 6 seconds.
 FB1113
 FB1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1113.The vertical order pertains to the NGVD 29 superseded value.
 FB1113
 FB1113.The geoid height was determined by GEOID03.
 FB1113
 FB1113;                    North         East    Units  Estimated Accuracy
 FB1113;SPC TN       -   185,430.      876,790.      MT  (+/- 180 meters Scaled)
 FB1113
 FB1113                          SUPERSEDED SURVEY CONTROL
 FB1113
 FB1113  NGVD 29 (??/??/92)  521.733  (m)         1711.72   (f) ADJ UNCH    ?  
 FB1113
 FB1113.Superseded values are not recommended for survey control.
 FB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1113.See file dsdata.txt to determine how the superseded data were derived.
 FB1113
 FB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV258818(NAD 83)
 FB1113_MARKER: DB = BENCH MARK DISK
 FB1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1113_STAMPING: H 121 1935
 FB1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1113+STABILITY: SURFACE MOTION
 FB1113
 FB1113  HISTORY     - Date     Condition        Report By
 FB1113  HISTORY     - 1935     MONUMENTED       CGS
 FB1113  HISTORY     - 1955     GOOD             NGS
 FB1113
 FB1113                          STATION DESCRIPTION
 FB1113
 FB1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1113'7.3 MI NE FROM WOLF CREEK.
 FB1113'7.3 MILES NORTHEAST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1113'COCKE COUNTY, 600 FEET NORTHWEST OF THE JOE MC CHAY RESIDENCE, ON
 FB1113'THE C.N. CHANDLER PROPERTY, 200 FEET SOUTHWEST OF THE CHANDLER
 FB1113'HOUSE, 34 FEET EAST OF THE SOUTH END OF A GALVANIZED-IRON PIPE
 FB1113'CULVERT UNDER THE ROAD, AT THE JUNCTION OF A FIELD ROAD, 18 FEET
 FB1113'WEST OF THE FIELD ROAD, 12 FEET SOUTH OF THE COVE CREEK ROAD,
 FB1113'9.8 FEET WEST OF A RAIL FENCE CORNER, AND 2 FEET NORTH OF THE RAIL
 FB1113'FENCE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FB1113'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1240 ***********************************************************************
 FZ1240  DESIGNATION -  H 123
 FZ1240  PID         -  FZ1240
 FZ1240  STATE/COUNTY-  TN/JOHNSON
 FZ1240  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1240
 FZ1240                         *CURRENT SURVEY CONTROL
 FZ1240  ___________________________________________________________________
 FZ1240* NAD 83(1986)-  36 32 08.     (N)    081 53 46.     (W)     SCALED    
 FZ1240* NAVD 88     -       861.299  (meters)    2825.78   (feet)  ADJUSTED  
 FZ1240  ___________________________________________________________________
 FZ1240  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1240  DYNAMIC HT  -         860.462 (meters)    2823.03  (feet)  COMP
 FZ1240  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FZ1240
 FZ1240  VERT ORDER  -  SECOND    CLASS 0
 FZ1240
 FZ1240.The horizontal coordinates were scaled from a topographic map and have
 FZ1240.an estimated accuracy of +/- 6 seconds.
 FZ1240
 FZ1240.The orthometric height was determined by differential leveling
 FZ1240.and adjusted by the National Geodetic Survey in June 1991..
 FZ1240
 FZ1240.The geoid height was determined by GEOID03.
 FZ1240
 FZ1240.The dynamic height is computed by dividing the NAVD 88
 FZ1240.geopotential number by the normal gravity value computed on the
 FZ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1240.degrees latitude (g = 980.6199 gals.).
 FZ1240
 FZ1240.The modeled gravity was interpolated from observed gravity values.
 FZ1240
 FZ1240;                    North         East    Units  Estimated Accuracy
 FZ1240;SPC TN       -   252,050.      967,410.      MT  (+/- 180 meters Scaled)
 FZ1240
 FZ1240                          SUPERSEDED SURVEY CONTROL
 FZ1240
 FZ1240  NGVD 29 (??/??/92)  861.387  (m)         2826.07   (f) ADJ UNCH    2 0
 FZ1240
 FZ1240.Superseded values are not recommended for survey control.
 FZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1240.See file dsdata.txt to determine how the superseded data were derived.
 FZ1240
 FZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA197437(NAD 83)
 FZ1240_MARKER: DB = BENCH MARK DISK
 FZ1240_SETTING: 80 = SET IN A BOULDER
 FZ1240_STAMPING: H 123 1935
 FZ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1240+STABILITY: SURFACE MOTION
 FZ1240
 FZ1240  HISTORY     - Date     Condition        Report By
 FZ1240  HISTORY     - 1934     MONUMENTED       CGS
 FZ1240
 FZ1240                          STATION DESCRIPTION
 FZ1240
 FZ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1240'0.9 MI SW FROM CRANDULL.
 FZ1240'0.9 MILE SOUTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM THE
 FZ1240'BOLLING STORE AT CRANDULL, JOHNSON COUNTY, AT A
 FZ1240'ROAD JUNCTION, 60 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD,
 FZ1240'15-1/2 FEET NORTH OF THE CENTERLINE OF THE BEAVERDAM CREEK ROAD,
 FZ1240'35 FEET WEST OF THE CENTERLINE OF A ROAD LEADING TO THE L.M.
 FZ1240'HUTCHINSON RESIDENCE, IN THE TOP OF A SANDSTONE BOULDER, AND 4
 FZ1240'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1334 ***********************************************************************
 FB1334  DESIGNATION -  H 125
 FB1334  PID         -  FB1334
 FB1334  STATE/COUNTY-  TN/COCKE
 FB1334  USGS QUAD   -  HARTFORD (1968)
 FB1334
 FB1334                         *CURRENT SURVEY CONTROL
 FB1334  ___________________________________________________________________
 FB1334* NAD 83(1986)-  35 48 11.     (N)    083 11 15.     (W)     SCALED    
 FB1334* NAVD 88     -       418.31   (+/-2cm)    1372.4    (feet)  VERTCON   
 FB1334  ___________________________________________________________________
 FB1334  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB1334
 FB1334  VERT ORDER  -  ? (See Below)
 FB1334
 FB1334.The horizontal coordinates were scaled from a topographic map and have
 FB1334.an estimated accuracy of +/- 6 seconds.
 FB1334
 FB1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1334.The vertical order pertains to the NGVD 29 superseded value.
 FB1334
 FB1334.The geoid height was determined by GEOID03.
 FB1334
 FB1334;                    North         East    Units  Estimated Accuracy
 FB1334;SPC TN       -   166,720.      854,170.      MT  (+/- 180 meters Scaled)
 FB1334
 FB1334                          SUPERSEDED SURVEY CONTROL
 FB1334
 FB1334  NGVD 29 (??/??/92)  418.457  (m)         1372.89   (f) ADJ UNCH    ?  
 FB1334
 FB1334.Superseded values are not recommended for survey control.
 FB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1334.See file dsdata.txt to determine how the superseded data were derived.
 FB1334
 FB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV023643(NAD 83)
 FB1334_MARKER: DB = BENCH MARK DISK
 FB1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1334_STAMPING: H 125 1935
 FB1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1334+STABILITY: SURFACE MOTION
 FB1334
 FB1334  HISTORY     - Date     Condition        Report By
 FB1334  HISTORY     - 1935     MONUMENTED       CGS
 FB1334  HISTORY     - 1955     GOOD             NGS
 FB1334
 FB1334                          STATION DESCRIPTION
 FB1334
 FB1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1334'2.3 MI W FROM HARTFORD.
 FB1334'2.3 MILES WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE
 FB1334'COUNTY, 0.9 MILE SOUTHWEST ALONG THE GROUNDHOG CREEK ROAD, ON
 FB1334'THE PROPERTY OF ROSCOE LINDSEY, 270 FEET NORTH OF THE HOUSE,
 FB1334'50 FEET WEST OF AN OLD ROAD LEADING TO THE HOUSE, 37.2 FEET
 FB1334'SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN, 36.5 FEET NORTHWEST
 FB1334'OF A POWERLINE POLE MARKED WITH NAIL AND BOTTLE CAP, 25 FEET
 FB1334'SOUTHWEST OF A 30-INCH BEECH TREE, 18 FEET NORTHWEST OF THE
 FB1334'ROAD, 12.9 FEET NORTHEAST OF A FENCE CORNER, 10 FEET NORTHWEST
 FB1334'OF A STEEL POST WITH A CONTROL MARKER SIGN, 1 FOOT EAST OF A
 FB1334'WIRE FENCE, AND ON A BANK 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 FB1334'DISK, STAMPED H 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1349 ***********************************************************************
 FB1349  DESIGNATION -  H 126
 FB1349  PID         -  FB1349
 FB1349  STATE/COUNTY-  TN/COCKE
 FB1349  USGS QUAD   -  WATERVILLE (1968)
 FB1349
 FB1349                         *CURRENT SURVEY CONTROL
 FB1349  ___________________________________________________________________
 FB1349* NAD 83(1986)-  35 49 25.     (N)    083 04 21.     (W)     SCALED    
 FB1349* NAVD 88     -       625.37   (+/-2cm)    2051.7    (feet)  VERTCON   
 FB1349  ___________________________________________________________________
 FB1349  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB1349
 FB1349  VERT ORDER  -  ? (See Below)
 FB1349
 FB1349.The horizontal coordinates were scaled from a topographic map and have
 FB1349.an estimated accuracy of +/- 6 seconds.
 FB1349
 FB1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1349.The vertical order pertains to the NGVD 29 superseded value.
 FB1349
 FB1349.The geoid height was determined by GEOID03.
 FB1349
 FB1349;                    North         East    Units  Estimated Accuracy
 FB1349;SPC TN       -   169,300.      864,490.      MT  (+/- 180 meters Scaled)
 FB1349
 FB1349                          SUPERSEDED SURVEY CONTROL
 FB1349
 FB1349  NGVD 29 (??/??/92)  625.493  (m)         2052.14   (f) ADJ UNCH    ?  
 FB1349
 FB1349.Superseded values are not recommended for survey control.
 FB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1349.See file dsdata.txt to determine how the superseded data were derived.
 FB1349
 FB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV127663(NAD 83)
 FB1349_MARKER: DB = BENCH MARK DISK
 FB1349_SETTING: 66 = SET IN ROCK OUTCROP
 FB1349_SP_SET: ROCK OUTCROP
 FB1349_STAMPING: H 126 1935
 FB1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1349+STABILITY: POSITION/ELEVATION WELL
 FB1349
 FB1349  HISTORY     - Date     Condition        Report By
 FB1349  HISTORY     - 1935     MONUMENTED       CGS
 FB1349  HISTORY     - 1949     GOOD             NGS
 FB1349
 FB1349                          STATION DESCRIPTION
 FB1349
 FB1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1349'3.8 MI SE FROM RAVEN BRANCH.
 FB1349'3.8 MILES SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, ON THE GULF
 FB1349'FORK ROAD, 450 FEET NORTHEAST OF THE JERRY RATHBOURNE HOUSE,
 FB1349'100 FEET SOUTHEAST OF A LOG CRIB, 91 FEET NORTHWEST OF A 10-INCH
 FB1349'MAPLE TREE MARKED WITH NAIL AND BOTTLE CAP, 60 FEET NORTHEAST
 FB1349'OF GULF FORK, 46.6 FEET NORTHWEST OF A 6-INCH POPLAR TREE
 FB1349'MARKED WITH NAIL AND BOTTLE CAP, 40 FEET NORTHWEST OF A BEND
 FB1349'IN THE ROAD, 33 FEET NORTHWEST OF THE INTERSECTION OF A PATH,
 FB1349'6 FEET NORTHEAST OF THE ROAD, 19.4 FEET NORTHEAST OF A STEEL
 FB1349'POST WITH A CONTROL MARKER SIGN, IN THE FACE OF A ROCK OUTCROP,
 FB1349'AND 3 FEET ABOVE THE ROAD.  A STANDARD DISK, STAMPED H 126 1935
 FB1349'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2055 ***********************************************************************
 FB2055  DESIGNATION -  H 127
 FB2055  PID         -  FB2055
 FB2055  STATE/COUNTY-  TN/SEVIER
 FB2055  USGS QUAD   -  GATLINBURG (1979)
 FB2055
 FB2055                         *CURRENT SURVEY CONTROL
 FB2055  ___________________________________________________________________
 FB2055* NAD 83(1986)-  35 44 18.     (N)    083 36 57.     (W)     SCALED    
 FB2055* NAVD 88     -       425.35   (+/-2cm)    1395.5    (feet)  VERTCON   
 FB2055  ___________________________________________________________________
 FB2055  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB2055
 FB2055  VERT ORDER  -  ? (See Below)
 FB2055
 FB2055.The horizontal coordinates were scaled from a topographic map and have
 FB2055.an estimated accuracy of +/- 6 seconds.
 FB2055
 FB2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2055.The vertical order pertains to the NGVD 29 superseded value.
 FB2055
 FB2055.The geoid height was determined by GEOID03.
 FB2055
 FB2055;                    North         East    Units  Estimated Accuracy
 FB2055;SPC TN       -   158,510.      815,640.      MT  (+/- 180 meters Scaled)
 FB2055
 FB2055                          SUPERSEDED SURVEY CONTROL
 FB2055
 FB2055  NGVD 29 (??/??/92)  425.444  (m)         1395.81   (f) ADJ UNCH    ?  
 FB2055
 FB2055.Superseded values are not recommended for survey control.
 FB2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2055.See file dsdata.txt to determine how the superseded data were derived.
 FB2055
 FB2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV634580(NAD 83)
 FB2055_MARKER: DB = BENCH MARK DISK
 FB2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2055_STAMPING: H 127 1935
 FB2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2055+STABILITY: SURFACE MOTION
 FB2055
 FB2055  HISTORY     - Date     Condition        Report By
 FB2055  HISTORY     - 1935     MONUMENTED       CGS
 FB2055
 FB2055                          STATION DESCRIPTION
 FB2055
 FB2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2055'0.9 MI NE FROM HATCHERTOWN.
 FB2055'0.9 MILE NORTHEAST (AIR LINE) FROM HATCHERTOWN, 0.2 MILE EAST
 FB2055'OF WEAR VALLEY, ON THE WEAR VALLEY ROAD, 500 FEET NORTHWEST OF
 FB2055'A LARGE BARN, OPPOSITE THE JUNCTION OF A Y-ROAD LEADING NORTHEAST,
 FB2055'42 FEET NORTH OF THE INTERSECTION OF MC CLURE BRANCH, 10 FEET
 FB2055'WEST OF THE ROAD, 15.4 FEET SOUTHWEST OF AN 18-INCH OAK TREE,
 FB2055'12.6 FEET NORTHEAST OF A 12-INCH SYCAMORE TREE, IN THE NORTHEAST
 FB2055'CORNER OF A HOGPEN, AND 1-FOOT WEST OF A WIRE FENCE.  A STANDARD
 FB2055'DISK, STAMPED H 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0771 ***********************************************************************
 GD0771  DESIGNATION -  H 13
 GD0771  PID         -  GD0771
 GD0771  STATE/COUNTY-  TN/OBION
 GD0771  USGS QUAD   -  HORNBEAK (1983)
 GD0771
 GD0771                         *CURRENT SURVEY CONTROL
 GD0771  ___________________________________________________________________
 GD0771* NAD 83(1986)-  36 20 35.     (N)    089 18 31.     (W)     SCALED    
 GD0771* NAVD 88     -       143.216  (meters)     469.87   (feet)  ADJUSTED  
 GD0771  ___________________________________________________________________
 GD0771  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0771  DYNAMIC HT  -         143.098 (meters)     469.48  (feet)  COMP
 GD0771  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GD0771
 GD0771  VERT ORDER  -  SECOND    CLASS 0
 GD0771
 GD0771.The horizontal coordinates were scaled from a topographic map and have
 GD0771.an estimated accuracy of +/- 6 seconds.
 GD0771
 GD0771.The orthometric height was determined by differential leveling
 GD0771.and adjusted by the National Geodetic Survey in June 1991..
 GD0771
 GD0771.The geoid height was determined by GEOID03.
 GD0771
 GD0771.The dynamic height is computed by dividing the NAVD 88
 GD0771.geopotential number by the normal gravity value computed on the
 GD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0771.degrees latitude (g = 980.6199 gals.).
 GD0771
 GD0771.The modeled gravity was interpolated from observed gravity values.
 GD0771
 GD0771;                    North         East    Units  Estimated Accuracy
 GD0771;SPC TN       -   228,000.      303,040.      MT  (+/- 180 meters Scaled)
 GD0771
 GD0771                          SUPERSEDED SURVEY CONTROL
 GD0771
 GD0771  NGVD 29 (??/??/??)  143.162  (m)          469.69   (f) ADJUSTED    2 0
 GD0771
 GD0771.Superseded values are not recommended for survey control.
 GD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0771.See file dsdata.txt to determine how the superseded data were derived.
 GD0771
 GD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF928244(NAD 83)
 GD0771_MARKER: DB = BENCH MARK DISK
 GD0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0771_STAMPING: H 13 1935
 GD0771_MARK LOGO: CGS   
 GD0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0771+STABILITY: SURFACE MOTION
 GD0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0771+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GD0771
 GD0771  HISTORY     - Date     Condition        Report By
 GD0771  HISTORY     - 1935     MONUMENTED       CGS
 GD0771  HISTORY     - 20000429 GOOD             USE
 GD0771  HISTORY     - 20020731 GOOD             USACE
 GD0771
 GD0771                          STATION DESCRIPTION
 GD0771
 GD0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0771'1.2 MI W FROM HORNBEAK.
 GD0771'1.2 MILES WEST ALONG STATE HIGHWAY 21 FROM HORNBEAK, OBION
 GD0771'COUNTY, AT THE TOP OF A RISE, AT THE WEST END OF A CURVE, AT THE
 GD0771'SOUTHEAST CORNER OF THE YARD OF A ONE-STORY HOUSE, 36 FEET NORTH
 GD0771'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE HOUSE, AND
 GD0771'12 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED H 13
 GD0771'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0771
 GD0771                          STATION RECOVERY (2000)
 GD0771
 GD0771'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0771'THE STATION IS LOCATED 1.2 MI (1.9 KM) WEST OF HORNBENK, TENNESSEE. TO
 GD0771'REACH THE STATION FROM THE POINT WHERE STATE HIGHWAY 21 MAKES A 90
 GD0771'DEGREE TURN TO THE WEST IN HORNBENK, TENNESSEE PROCEED 2.8 MI (4.5 KM)
 GD0771'WEST ALONG STATE HIGHWAY 21 AND THE MARK ON THE RIGHT.  THE STATION IS
 GD0771'35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 21, 13 FT
 GD0771'(4.0 M) EAST OF THE EAST EDGE OF AN ASPHALT DRIVEWAY LEADING TO A 2
 GD0771'STORY STONEHOUSE AT 4268 HIGHWAY 21, 6.7 FT (2.0 M) NORTHWEST OF A
 GD0771'POWERPOLE AND WITNESS POST AND 8.5 FT (2.6 M) NNW OF A FENCE CORNER
 GD0771'POST.  A STANDARD DISK STAMPED H 13 1935 AND SET IN THE TOP OF A
 GD0771'CONCRETE POST PROJECTING 3 INCHES.  YOU CAN GET THERE BY CAR.  MAY
 GD0771'HOLD WELL, BUT SUBJECT TO GROUND MOVEMENT.  MONUMENT DOES CONTAIN
 GD0771'MAGNETIC MATERIAL.  DESCRIBED BY JAMES M HAMRA, USACE MEMPHIS.
 GD0771
 GD0771                          STATION RECOVERY (2002)
 GD0771
 GD0771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0446 ***********************************************************************
 FC0446  DESIGNATION -  H 131
 FC0446  PID         -  FC0446
 FC0446  STATE/COUNTY-  TN/BRADLEY
 FC0446  USGS QUAD   -  MC DONALD (1976)
 FC0446
 FC0446                         *CURRENT SURVEY CONTROL
 FC0446  ___________________________________________________________________
 FC0446* NAD 83(1986)-  35 04 32.     (N)    084 54 51.     (W)     SCALED    
 FC0446* NAVD 88     -       278.784  (meters)     914.64   (feet)  ADJUSTED  
 FC0446  ___________________________________________________________________
 FC0446  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0446  DYNAMIC HT  -         278.506 (meters)     913.73  (feet)  COMP
 FC0446  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 FC0446
 FC0446  VERT ORDER  -  FIRST     CLASS I
 FC0446
 FC0446.The horizontal coordinates were scaled from a topographic map and have
 FC0446.an estimated accuracy of +/- 6 seconds.
 FC0446
 FC0446.The orthometric height was determined by differential leveling
 FC0446.and adjusted by the National Geodetic Survey in June 1991..
 FC0446
 FC0446.The geoid height was determined by GEOID03.
 FC0446
 FC0446.The dynamic height is computed by dividing the NAVD 88
 FC0446.geopotential number by the normal gravity value computed on the
 FC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0446.degrees latitude (g = 980.6199 gals.).
 FC0446
 FC0446.The modeled gravity was interpolated from observed gravity values.
 FC0446
 FC0446;                    North         East    Units  Estimated Accuracy
 FC0446;SPC TN       -    82,900.      699,030.      MT  (+/- 180 meters Scaled)
 FC0446
 FC0446                          SUPERSEDED SURVEY CONTROL
 FC0446
 FC0446  NGVD 29 (??/??/92)  278.780  (m)          914.63   (f) ADJ UNCH    1 1
 FC0446
 FC0446.Superseded values are not recommended for survey control.
 FC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0446.See file dsdata.txt to determine how the superseded data were derived.
 FC0446
 FC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD901834(NAD 83)
 FC0446_MARKER: DB = BENCH MARK DISK
 FC0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0446_STAMPING: H 131 1936
 FC0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0446+STABILITY: SURFACE MOTION
 FC0446
 FC0446  HISTORY     - Date     Condition        Report By
 FC0446  HISTORY     - 1936     MONUMENTED       CGS
 FC0446  HISTORY     - 1968     GOOD             NGS
 FC0446
 FC0446                          STATION DESCRIPTION
 FC0446
 FC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0446'5.9 MI SW FROM CLEVELAND.
 FC0446'ABOUT 5.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0446'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 6,
 FC0446'IN THE EAST CORNER OF A BARNYARD, 41 1/2 FEET WEST OF THE CENTER
 FC0446'OF A PRIVATE FARM ROAD CROSSING, 33 FEET SOUTHWEST OF THE CENTER
 FC0446'LINE OF THE ROAD, 22.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FC0446'8 1/2 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE LINE, 0.7 FOOT
 FC0446'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 FC0446'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 FC0446'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2011 ***********************************************************************
 FB2011  DESIGNATION -  H 132
 FB2011  PID         -  FB2011
 FB2011  STATE/COUNTY-  TN/BLOUNT
 FB2011  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2011
 FB2011                         *CURRENT SURVEY CONTROL
 FB2011  ___________________________________________________________________
 FB2011* NAD 83(1986)-  35 41 06.     (N)    083 55 56.     (W)     SCALED    
 FB2011* NAVD 88     -       322.78   (+/-2cm)    1059.0    (feet)  VERTCON   
 FB2011  ___________________________________________________________________
 FB2011  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB2011
 FB2011  VERT ORDER  -  ? (See Below)
 FB2011
 FB2011.The horizontal coordinates were scaled from a topographic map and have
 FB2011.an estimated accuracy of +/- 6 seconds.
 FB2011
 FB2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2011.The vertical order pertains to the NGVD 29 superseded value.
 FB2011
 FB2011.The geoid height was determined by GEOID03.
 FB2011
 FB2011;                    North         East    Units  Estimated Accuracy
 FB2011;SPC TN       -   151,940.      787,150.      MT  (+/- 180 meters Scaled)
 FB2011
 FB2011                          SUPERSEDED SURVEY CONTROL
 FB2011
 FB2011  NGVD 29 (??/??/92)  322.888  (m)         1059.34   (f) ADJ UNCH    ?  
 FB2011
 FB2011.Superseded values are not recommended for survey control.
 FB2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2011.See file dsdata.txt to determine how the superseded data were derived.
 FB2011
 FB2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV346529(NAD 83)
 FB2011_MARKER: DB = BENCH MARK DISK
 FB2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2011_STAMPING: H 132 1935
 FB2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2011+STABILITY: SURFACE MOTION
 FB2011
 FB2011  HISTORY     - Date     Condition        Report By
 FB2011  HISTORY     - 1935     MONUMENTED       CGS
 FB2011
 FB2011                          STATION DESCRIPTION
 FB2011
 FB2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2011'5 MI SE FROM MARYVILLE.
 FB2011'5 MILES SOUTHEAST (AIRLINE) FROM MARYVILLE, 1.2 MILES SOUTH
 FB2011'ALONG OLD PINEY ROAD FROM BLOCKHOUSE, AT OLD PINEY CHURCH, 100
 FB2011'FEET NORTHEAST OF A SMALL CLEARED PINE GROVE, 100 FEET SOUTHEAST
 FB2011'OF THE EDGE OF THE CEMETERY, 73.0 FEET NORTH-NORTHEAST OF AN
 FB2011'18-INCH PINE TREE, 66.3 FEET NORTHEAST OF A 10-INCH PERSIMMON
 FB2011'TREE, AND 4.7 FEET SOUTHWEST OF THE SOUTHWEST END OF OLD PINEY
 FB2011'CHURCH.  A STANDARD DISK, STAMPED H 132 1935 AND SET IN THE TOP
 FB2011'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0145 ***********************************************************************
 FC0145  DESIGNATION -  H 133
 FC0145  PID         -  FC0145
 FC0145  STATE/COUNTY-  TN/ROANE
 FC0145  USGS QUAD   -  CAVE CREEK (1989)
 FC0145
 FC0145                         *CURRENT SURVEY CONTROL
 FC0145  ___________________________________________________________________
 FC0145* NAD 83(1986)-  35 50 59.     (N)    084 25 32.     (W)     SCALED    
 FC0145* NAVD 88     -       275.371  (meters)     903.45   (feet)  ADJUSTED  
 FC0145  ___________________________________________________________________
 FC0145  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0145  DYNAMIC HT  -         275.110 (meters)     902.59  (feet)  COMP
 FC0145  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FC0145
 FC0145  VERT ORDER  -  SECOND    CLASS 0
 FC0145
 FC0145.The horizontal coordinates were scaled from a topographic map and have
 FC0145.an estimated accuracy of +/- 6 seconds.
 FC0145
 FC0145.The orthometric height was determined by differential leveling
 FC0145.and adjusted by the National Geodetic Survey in June 1991..
 FC0145
 FC0145.The geoid height was determined by GEOID03.
 FC0145
 FC0145.The dynamic height is computed by dividing the NAVD 88
 FC0145.geopotential number by the normal gravity value computed on the
 FC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0145.degrees latitude (g = 980.6199 gals.).
 FC0145
 FC0145.The modeled gravity was interpolated from observed gravity values.
 FC0145
 FC0145;                    North         East    Units  Estimated Accuracy
 FC0145;SPC TN       -   169,390.      742,210.      MT  (+/- 180 meters Scaled)
 FC0145
 FC0145                          SUPERSEDED SURVEY CONTROL
 FC0145
 FC0145  NGVD 29 (??/??/92)  275.480  (m)          903.80   (f) ADJ UNCH    2 0
 FC0145
 FC0145.Superseded values are not recommended for survey control.
 FC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0145.See file dsdata.txt to determine how the superseded data were derived.
 FC0145
 FC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE324703(NAD 83)
 FC0145_MARKER: DD = SURVEY DISK
 FC0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0145_STAMPING: H 133 1936
 FC0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0145+STABILITY: SURFACE MOTION
 FC0145
 FC0145  HISTORY     - Date     Condition        Report By
 FC0145  HISTORY     - 1936     MONUMENTED       TVA
 FC0145  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0145  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FC0145
 FC0145                          STATION DESCRIPTION
 FC0145
 FC0145'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0145'5.8 MI E FROM KINGSTON.
 FC0145'5.8 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0145'AT KINGSTON, ROANE COUNTY, AT THE JUNCTION OF THE BRADBERRY
 FC0145'ROAD, OPPOSITE THE P.B. CHANDLEY SERVICE STATION, 125 FEET
 FC0145'WEST OF THE ROAD, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC0145'18 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GRIST MILL, AND
 FC0145'8 FEET SOUTHEAST OF A CULVERT.  A TENNESSEE VALLEY AUTHORITY
 FC0145'STANDARD DISK, STAMPED H 133 1936 AND SET IN THE TOP OF A
 FC0145'CONCRETE POST.
 FC0145
 FC0145                          STATION RECOVERY (1968)
 FC0145
 FC0145'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0145'MARK NOT FOUND.
 FC0145
 FC0145                          STATION RECOVERY (1969)
 FC0145
 FC0145'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0710 ***********************************************************************
 GD0710  DESIGNATION -  H 134
 GD0710  PID         -  GD0710
 GD0710  STATE/COUNTY-  TN/LAKE
 GD0710  USGS QUAD   -  TIPTONVILLE (1981)
 GD0710
 GD0710                         *CURRENT SURVEY CONTROL
 GD0710  ___________________________________________________________________
 GD0710* NAD 83(1986)-  36 27 48.     (N)    089 25 04.     (W)     SCALED    
 GD0710* NAVD 88     -        91.602  (meters)     300.53   (feet)  ADJUSTED  
 GD0710  ___________________________________________________________________
 GD0710  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0710  DYNAMIC HT  -          91.529 (meters)     300.29  (feet)  COMP
 GD0710  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GD0710
 GD0710  VERT ORDER  -  FIRST     CLASS I
 GD0710
 GD0710.The horizontal coordinates were scaled from a topographic map and have
 GD0710.an estimated accuracy of +/- 6 seconds.
 GD0710
 GD0710.The orthometric height was determined by differential leveling
 GD0710.and adjusted by the National Geodetic Survey in June 1991..
 GD0710
 GD0710.The geoid height was determined by GEOID03.
 GD0710
 GD0710.The dynamic height is computed by dividing the NAVD 88
 GD0710.geopotential number by the normal gravity value computed on the
 GD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0710.degrees latitude (g = 980.6199 gals.).
 GD0710
 GD0710.The modeled gravity was interpolated from observed gravity values.
 GD0710
 GD0710;                    North         East    Units  Estimated Accuracy
 GD0710;SPC TN       -   241,680.      293,710.      MT  (+/- 180 meters Scaled)
 GD0710
 GD0710                          SUPERSEDED SURVEY CONTROL
 GD0710
 GD0710  NGVD 29 (??/??/??)   91.534  (m)          300.31   (f) ADJUSTED    1 1
 GD0710
 GD0710.Superseded values are not recommended for survey control.
 GD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0710.See file dsdata.txt to determine how the superseded data were derived.
 GD0710
 GD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF833380(NAD 83)
 GD0710_MARKER: DB = BENCH MARK DISK
 GD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0710_STAMPING: H 134 1957
 GD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0710+STABILITY: SURFACE MOTION
 GD0710
 GD0710  HISTORY     - Date     Condition        Report By
 GD0710  HISTORY     - 1957     MONUMENTED       CGS
 GD0710  HISTORY     - 1974     POOR             NGS
 GD0710
 GD0710                          STATION DESCRIPTION
 GD0710
 GD0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0710'1.10 MI NW FROM NEW MARKHAM.
 GD0710'ABOUT 1.10 MILES NORTHWEST ALONG A BLACKTOP ROAD FROM ITS JUNCTION
 GD0710'WITH STATE HIGHWAY 78 AT NEW MARKHAM, AT THE JUNCTION OF THE BLACKTOP
 GD0710'ROAD PARALLELING LEVEE AND DIRT ROAD LEADING SOUTHWEST ACROSS LEVEE,
 GD0710'31 FEET SOUTHEAST OF THE CENTER LINE OF DIRT ROAD, 28 FEET NORTHWEST
 GD0710'OF THE CENTER LINE OF BLACKTOP ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 GD0710'POST, 2 FEET ABOVE BLACKTOP ROAD AND IN THE TOP OF A CONCRETE POST
 GD0710'PROJECTING 0.3 FOOT.  NOTE-- MARK HAS BEEN CHIPPED ON THE SOUTHEAST
 GD0710'SIDE OF CONCRETE POST AND THERE IS NO CONCRETE AROUND DISK, ALSO DISK
 GD0710'HAS BEEN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0908 ***********************************************************************
 FE0908  DESIGNATION -  H 135
 FE0908  PID         -  FE0908
 FE0908  STATE/COUNTY-  TN/DYER
 FE0908  USGS QUAD   -  FOWLKES (1983)
 FE0908
 FE0908                         *CURRENT SURVEY CONTROL
 FE0908  ___________________________________________________________________
 FE0908* NAD 83(1986)-  35 58 51.     (N)    089 23 08.     (W)     SCALED    
 FE0908* NAVD 88     -        96.335  (meters)     316.06   (feet)  ADJUSTED  
 FE0908  ___________________________________________________________________
 FE0908  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0908  DYNAMIC HT  -          96.253 (meters)     315.79  (feet)  COMP
 FE0908  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 FE0908
 FE0908  VERT ORDER  -  SECOND    CLASS 0
 FE0908
 FE0908.The horizontal coordinates were scaled from a topographic map and have
 FE0908.an estimated accuracy of +/- 6 seconds.
 FE0908
 FE0908.The orthometric height was determined by differential leveling
 FE0908.and adjusted by the National Geodetic Survey in June 1991..
 FE0908
 FE0908.The geoid height was determined by GEOID03.
 FE0908
 FE0908.The dynamic height is computed by dividing the NAVD 88
 FE0908.geopotential number by the normal gravity value computed on the
 FE0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0908.degrees latitude (g = 980.6199 gals.).
 FE0908
 FE0908.The modeled gravity was interpolated from observed gravity values.
 FE0908
 FE0908;                    North         East    Units  Estimated Accuracy
 FE0908;SPC TN       -   188,070.      294,750.      MT  (+/- 180 meters Scaled)
 FE0908
 FE0908                          SUPERSEDED SURVEY CONTROL
 FE0908
 FE0908  NGVD 29 (??/??/??)   96.325  (m)          316.03   (f) ADJUSTED    2 0
 FE0908
 FE0908.Superseded values are not recommended for survey control.
 FE0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0908.See file dsdata.txt to determine how the superseded data were derived.
 FE0908
 FE0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE849844(NAD 83)
 FE0908_MARKER: DB = BENCH MARK DISK
 FE0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0908_STAMPING: H 135 1957
 FE0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0908+STABILITY: SURFACE MOTION
 FE0908
 FE0908  HISTORY     - Date     Condition        Report By
 FE0908  HISTORY     - 1957     MONUMENTED       CGS
 FE0908
 FE0908                          STATION DESCRIPTION
 FE0908
 FE0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0908'3.6 MI S FROM DYERSBURG.
 FE0908'ABOUT 3.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0908'THE STATION AT DYERSBURG, ABOUT 0.6 MILE NORTH OF OVERPASS OF
 FE0908'BLACK TOP ROAD OVER TRACKS AT FOWLKES, ABOUT 0.3 MILE NORTH OF
 FE0908'MILE POST P 318, AT A GROUP OF SMALL SWEET GUM TREES, 41 1/2
 FE0908'FEET WEST OF WEST RAIL OF WEST TRACK, 12 1/2 FEET EAST OF A
 FE0908'FENCE LINE, 2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 4 FEET ABOVE
 FE0908'LEVEL OF TRACK AND IS A DISK ON TOP OF AN IRON PIPE PROJECTING 8
 FE0908'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0831 ***********************************************************************
 FC0831  DESIGNATION -  H 15
 FC0831  PID         -  FC0831
 FC0831  STATE/COUNTY-  TN/MEIGS
 FC0831  USGS QUAD   -  DECATUR (1973)
 FC0831
 FC0831                         *CURRENT SURVEY CONTROL
 FC0831  ___________________________________________________________________
 FC0831* NAD 83(1986)-  35 30 53.     (N)    084 50 16.     (W)     SCALED    
 FC0831* NAVD 88     -       227.198  (meters)     745.40   (feet)  ADJUSTED  
 FC0831  ___________________________________________________________________
 FC0831  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0831  DYNAMIC HT  -         226.982 (meters)     744.69  (feet)  COMP
 FC0831  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0831
 FC0831  VERT ORDER  -  SECOND    CLASS 0
 FC0831
 FC0831.The horizontal coordinates were scaled from a topographic map and have
 FC0831.an estimated accuracy of +/- 6 seconds.
 FC0831
 FC0831.The orthometric height was determined by differential leveling
 FC0831.and adjusted by the National Geodetic Survey in June 1991..
 FC0831
 FC0831.The geoid height was determined by GEOID03.
 FC0831
 FC0831.The dynamic height is computed by dividing the NAVD 88
 FC0831.geopotential number by the normal gravity value computed on the
 FC0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0831.degrees latitude (g = 980.6199 gals.).
 FC0831
 FC0831.The modeled gravity was interpolated from observed gravity values.
 FC0831
 FC0831;                    North         East    Units  Estimated Accuracy
 FC0831;SPC TN       -   131,700.      705,420.      MT  (+/- 180 meters Scaled)
 FC0831
 FC0831                          SUPERSEDED SURVEY CONTROL
 FC0831
 FC0831  NGVD 29 (??/??/92)  227.273  (m)          745.64   (f) ADJ UNCH    2 0
 FC0831
 FC0831.Superseded values are not recommended for survey control.
 FC0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0831.See file dsdata.txt to determine how the superseded data were derived.
 FC0831
 FC0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE960322(NAD 83)
 FC0831_MARKER: DB = BENCH MARK DISK
 FC0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0831_STAMPING: H 15 1933
 FC0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0831+STABILITY: SURFACE MOTION
 FC0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0831+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 FC0831
 FC0831  HISTORY     - Date     Condition        Report By
 FC0831  HISTORY     - 1933     MONUMENTED       CGS
 FC0831  HISTORY     - 1949     GOOD             NGS
 FC0831  HISTORY     - 20020820 GOOD             INDIV
 FC0831
 FC0831                          STATION DESCRIPTION
 FC0831
 FC0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0831'3.1 MI W FROM DECATUR.
 FC0831'3.1 MILES WEST ALONG STATE HIGHWAY 30 FROM DECATUR, MEIGS COUNTY,
 FC0831'BETWEEN THE TOWN AND TENNESSEE RIVER, AT ITS INTERSECTION WITH
 FC0831'A SIDE ROAD, ON THE PROPERTY OWNED BY J.R. CAUFFMAN, 83 FEET
 FC0831'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 38 FEET SOUTHWEST
 FC0831'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET SOUTHWEST OF A FENCE
 FC0831'CORNER.  A STANDARD DISK, STAMPED H 15 1933 AND SET IN THE TOP
 FC0831'OF A CONCRETE POST.
 FC0831
 FC0831                          STATION RECOVERY (2002)
 FC0831
 FC0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SWC)
 FC0831'RECOVERED BY CLEMONS SURVEYING. TVA SURVEY AND MAPPING POST ADJACENT
 FC0831'TO MONUMENT. EXCELLENT LOCATION FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0475 ***********************************************************************
 FE0475  DESIGNATION -  H 154
 FE0475  PID         -  FE0475
 FE0475  STATE/COUNTY-  TN/MCNAIRY
 FE0475  USGS QUAD   -  CHEWALLA (1983)
 FE0475
 FE0475                         *CURRENT SURVEY CONTROL
 FE0475  ___________________________________________________________________
 FE0475* NAD 83(1986)-  35 01 41.     (N)    088 42 28.     (W)     SCALED    
 FE0475* NAVD 88     -       118.403  (meters)     388.46   (feet)  ADJUSTED  
 FE0475  ___________________________________________________________________
 FE0475  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0475  DYNAMIC HT  -         118.290 (meters)     388.09  (feet)  COMP
 FE0475  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FE0475
 FE0475  VERT ORDER  -  FIRST     CLASS II
 FE0475
 FE0475.The horizontal coordinates were scaled from a topographic map and have
 FE0475.an estimated accuracy of +/- 6 seconds.
 FE0475
 FE0475.The orthometric height was determined by differential leveling
 FE0475.and adjusted by the National Geodetic Survey in June 1991..
 FE0475
 FE0475.The geoid height was determined by GEOID03.
 FE0475
 FE0475.The dynamic height is computed by dividing the NAVD 88
 FE0475.geopotential number by the normal gravity value computed on the
 FE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0475.degrees latitude (g = 980.6199 gals.).
 FE0475
 FE0475.The modeled gravity was interpolated from observed gravity values.
 FE0475
 FE0475;                    North         East    Units  Estimated Accuracy
 FE0475;SPC TN       -    80,500.      352,920.      MT  (+/- 180 meters Scaled)
 FE0475
 FE0475                          SUPERSEDED SURVEY CONTROL
 FE0475
 FE0475  NGVD 29 (??/??/??)  118.388  (m)          388.41   (f) ADJUSTED    1 2
 FE0475
 FE0475.Superseded values are not recommended for survey control.
 FE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0475.See file dsdata.txt to determine how the superseded data were derived.
 FE0475
 FE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD442774(NAD 83)
 FE0475_MARKER: DB = BENCH MARK DISK
 FE0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0475_SP_SET: CONCRETE BASE
 FE0475_STAMPING: H 154 1944
 FE0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0475
 FE0475  HISTORY     - Date     Condition        Report By
 FE0475  HISTORY     - 1944     MONUMENTED       CGS
 FE0475  HISTORY     - 1972     GOOD             TVA
 FE0475  HISTORY     - 19970501 MARK NOT FOUND   USE
 FE0475
 FE0475                          STATION DESCRIPTION
 FE0475
 FE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0475'6.1 MI E FROM POCAHONTAS.
 FE0475'IN MCNAIRY  COUNTY, 6.1 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0475'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT CYPRESS,
 FE0475'370 FEET WEST OF THE WEST END OF THE BRIDGE OVER CYPRESS CREEK,
 FE0475'120 FEET WEST OF THE WATER TANK, 50 FEET EAST OF THE CENTER
 FE0475'OF A ROAD CROSSING, 10 FEET NORTH OF THE CENTERLINE OF THE
 FE0475'MAIN TRACK, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 FE0475'BASE OF AN ABANDONED SIGNAL TOWER, AND ABOUT LEVEL WITH THE TRACK.
 FE0475'A STANDARD DISK, STAMPED H 154 1944.  NOTE-- SIGNAL BLOCK AND
 FE0475'CAP LOCATED, BUT SIGNAL BLOCK MAY HAVE BEEN HIT AND THE N SIDE
 FE0475'WHICH HAS THE CAP LOCATED IN THE NW CORNER IS PLUS OR MINUS
 FE0475'0.5 LOWER THAN THE S SIDE EDGE.
 FE0475
 FE0475                          STATION RECOVERY (1972)
 FE0475
 FE0475'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0475'RECOVERED IN GOOD CONDITION.
 FE0475
 FE0475                          STATION RECOVERY (1997)
 FE0475
 FE0475'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE0475'FOUND OLD SIGNAL BLOCK WITH JAGGED NORTH EDGE.  CAP NOT FOUND. SUSPECT
 FE0475'DESTROYED.  TRACK HAS BEEN RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0758 ***********************************************************************
 GD0758  DESIGNATION -  H 154
 GD0758  PID         -  GD0758
 GD0758  STATE/COUNTY-  TN/DYER
 GD0758  USGS QUAD   -  MISTON (1983)
 GD0758
 GD0758                         *CURRENT SURVEY CONTROL
 GD0758  ___________________________________________________________________
 GD0758* NAD 83(1986)-  36 09 03.     (N)    089 29 30.     (W)     SCALED    
 GD0758* NAVD 88     -        82.311  (meters)     270.05   (feet)  ADJUSTED  
 GD0758  ___________________________________________________________________
 GD0758  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0758  DYNAMIC HT  -          82.243 (meters)     269.83  (feet)  COMP
 GD0758  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GD0758
 GD0758  VERT ORDER  -  SECOND    CLASS 0
 GD0758
 GD0758.The horizontal coordinates were scaled from a topographic map and have
 GD0758.an estimated accuracy of +/- 6 seconds.
 GD0758
 GD0758.The orthometric height was determined by differential leveling
 GD0758.and adjusted by the National Geodetic Survey in June 1991..
 GD0758
 GD0758.The geoid height was determined by GEOID03.
 GD0758
 GD0758.The dynamic height is computed by dividing the NAVD 88
 GD0758.geopotential number by the normal gravity value computed on the
 GD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0758.degrees latitude (g = 980.6199 gals.).
 GD0758
 GD0758.The modeled gravity was interpolated from observed gravity values.
 GD0758
 GD0758;                    North         East    Units  Estimated Accuracy
 GD0758;SPC TN       -   207,260.      285,860.      MT  (+/- 180 meters Scaled)
 GD0758
 GD0758                          SUPERSEDED SURVEY CONTROL
 GD0758
 GD0758  NGVD 29 (??/??/??)   82.231  (m)          269.79   (f) ADJUSTED    2 0
 GD0758
 GD0758.Superseded values are not recommended for survey control.
 GD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0758.See file dsdata.txt to determine how the superseded data were derived.
 GD0758
 GD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF758035(NAD 83)
 GD0758_MARKER: DB = BENCH MARK DISK
 GD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0758_STAMPING: H 154 1943
 GD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0758+STABILITY: SURFACE MOTION
 GD0758
 GD0758  HISTORY     - Date     Condition        Report By
 GD0758  HISTORY     - 1943     MONUMENTED       CGS
 GD0758  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0758
 GD0758                          STATION DESCRIPTION
 GD0758
 GD0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0758'1 MI S FROM MISTON.
 GD0758'1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0758'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, 93 FEET
 GD0758'EAST OF THE SOUTHEAST CORNER OF THE LAWN, 67 FEET SOUTH OF THE
 GD0758'CENTERLINE OF THE DRIVEWAY WHICH CROSSES THE TRACK, 27 FEET WEST
 GD0758'OF THE CENTERLINE OF THE TRACK, 50 FEET WEST OF A TELEPHONE POLE,
 GD0758'3 FEET NORTHWEST OF A FENCE CORNER, 2.5 FEET EAST OF A WHITE
 GD0758'WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 GD0758'STANDARD DISK, STAMPED H 154 1943 AND SET IN THE TOP OF A CONCRETE
 GD0758'POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- POINT FALLS IN
 GD0758'CULTIVATED FIELD.
 GD0758
 GD0758                          STATION RECOVERY (1969)
 GD0758
 GD0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1002 ***********************************************************************
 FE1002  DESIGNATION -  H 156
 FE1002  PID         -  FE1002
 FE1002  STATE/COUNTY-  TN/HARDEMAN
 FE1002  USGS QUAD   -  SAULSBURY (1981)
 FE1002
 FE1002                         *CURRENT SURVEY CONTROL
 FE1002  ___________________________________________________________________
 FE1002* NAD 83(1986)-  35 02 44.     (N)    089 07 05.     (W)     SCALED    
 FE1002* NAVD 88     -       174.677  (meters)     573.09   (feet)  ADJUSTED  
 FE1002  ___________________________________________________________________
 FE1002  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1002  DYNAMIC HT  -         174.512 (meters)     572.54  (feet)  COMP
 FE1002  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FE1002
 FE1002  VERT ORDER  -  FIRST     CLASS II
 FE1002
 FE1002.The horizontal coordinates were scaled from a topographic map and have
 FE1002.an estimated accuracy of +/- 6 seconds.
 FE1002
 FE1002.The orthometric height was determined by differential leveling
 FE1002.and adjusted by the National Geodetic Survey in June 1991..
 FE1002
 FE1002.The geoid height was determined by GEOID03.
 FE1002
 FE1002.The dynamic height is computed by dividing the NAVD 88
 FE1002.geopotential number by the normal gravity value computed on the
 FE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1002.degrees latitude (g = 980.6199 gals.).
 FE1002
 FE1002.The modeled gravity was interpolated from observed gravity values.
 FE1002
 FE1002;                    North         East    Units  Estimated Accuracy
 FE1002;SPC TN       -    83,550.      315,550.      MT  (+/- 180 meters Scaled)
 FE1002
 FE1002                          SUPERSEDED SURVEY CONTROL
 FE1002
 FE1002  NGVD 29 (??/??/??)  174.621  (m)          572.90   (f) ADJUSTED    1 2
 FE1002
 FE1002.Superseded values are not recommended for survey control.
 FE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1002.See file dsdata.txt to determine how the superseded data were derived.
 FE1002
 FE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD068801(NAD 83)
 FE1002_MARKER: DB = BENCH MARK DISK
 FE1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1002_SP_SET: CULVERT
 FE1002_STAMPING: H 156 1944
 FE1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1002
 FE1002  HISTORY     - Date     Condition        Report By
 FE1002  HISTORY     - 1944     MONUMENTED       CGS
 FE1002  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1002
 FE1002                          STATION DESCRIPTION
 FE1002
 FE1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1002'1.7 MI W FROM SAULSBURY.
 FE1002'1.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1002'SAULSBURY, HARDEMAN COUNTY, 0.1 MILE EAST OF MILEPOST 496, AT A
 FE1002'CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST WING WALL, 0.5
 FE1002'FOOT SOUTH OF THE SOUTH EDGE OF THE HEADWALL, 40 FEET SOUTH OF
 FE1002'THE CENTERLINE OF THE TRACK, AND ABOUT 15 FEET LOWER THAN THE
 FE1002'TRACK.  A STANDARD DISK, STAMPED H 156 1944.
 FE1002
 FE1002                          STATION RECOVERY (1983)
 FE1002
 FE1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1002'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0531 ***********************************************************************
 FE0531  DESIGNATION -  H 158
 FE0531  PID         -  FE0531
 FE0531  STATE/COUNTY-  TN/MCNAIRY
 FE0531  USGS QUAD   -  PURDY (1984)
 FE0531
 FE0531                         *CURRENT SURVEY CONTROL
 FE0531  ___________________________________________________________________
 FE0531* NAD 83(1986)-  35 11 11.     (N)    088 35 06.     (W)     SCALED    
 FE0531* NAVD 88     -       135.598  (meters)     444.87   (feet)  ADJUSTED  
 FE0531  ___________________________________________________________________
 FE0531  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0531  DYNAMIC HT  -         135.473 (meters)     444.46  (feet)  COMP
 FE0531  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FE0531
 FE0531  VERT ORDER  -  FIRST     CLASS II
 FE0531
 FE0531.The horizontal coordinates were scaled from a topographic map and have
 FE0531.an estimated accuracy of +/- 6 seconds.
 FE0531
 FE0531.The orthometric height was determined by differential leveling
 FE0531.and adjusted by the National Geodetic Survey in June 1991..
 FE0531
 FE0531.The geoid height was determined by GEOID03.
 FE0531
 FE0531.The dynamic height is computed by dividing the NAVD 88
 FE0531.geopotential number by the normal gravity value computed on the
 FE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0531.degrees latitude (g = 980.6199 gals.).
 FE0531
 FE0531.The modeled gravity was interpolated from observed gravity values.
 FE0531
 FE0531;                    North         East    Units  Estimated Accuracy
 FE0531;SPC TN       -    97,760.      364,580.      MT  (+/- 180 meters Scaled)
 FE0531
 FE0531                          SUPERSEDED SURVEY CONTROL
 FE0531
 FE0531  NGVD 29 (??/??/??)  135.595  (m)          444.86   (f) ADJUSTED    1 2
 FE0531
 FE0531.Superseded values are not recommended for survey control.
 FE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0531.See file dsdata.txt to determine how the superseded data were derived.
 FE0531
 FE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD556948(NAD 83)
 FE0531_MARKER: DB = BENCH MARK DISK
 FE0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0531_SP_SET: CONCRETE BASE
 FE0531_STAMPING: H 158 1944
 FE0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0531
 FE0531  HISTORY     - Date     Condition        Report By
 FE0531  HISTORY     - 1944     MONUMENTED       CGS
 FE0531  HISTORY     - 1948     GOOD             CGS
 FE0531  HISTORY     - 1973     GOOD             TVA
 FE0531
 FE0531                          STATION DESCRIPTION
 FE0531
 FE0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0531'1.2 MI N FROM SELMER.
 FE0531'ABOUT 1.25 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0531'FROM THE STATION AT SELMER, ABOUT 0.25 MILE NORTH OF MILE POST
 FE0531'349, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 FE0531'OF BLOCK SIGNAL NO. 349/3, 75 YARDS NORTH OF THE NORTH END OF THE
 FE0531'SELMER SIDIDNG, 8 FEET EAST OF THE EAST RAIL AND ABOUT 0.3 FOOT
 FE0531'ABOVE THE TRACK.
 FE0531
 FE0531                          STATION RECOVERY (1973)
 FE0531
 FE0531'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0491 ***********************************************************************
 FE0491  DESIGNATION -  H 159
 FE0491  PID         -  FE0491
 FE0491  STATE/COUNTY-  TN/CHESTER
 FE0491  USGS QUAD   -  HENDERSON (1983)
 FE0491
 FE0491                         *CURRENT SURVEY CONTROL
 FE0491  ___________________________________________________________________
 FE0491* NAD 83(1986)-  35 27 10.     (N)    088 39 22.     (W)     SCALED    
 FE0491* NAVD 88     -       126.286  (meters)     414.32   (feet)  ADJUSTED  
 FE0491  ___________________________________________________________________
 FE0491  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0491  DYNAMIC HT  -         126.171 (meters)     413.95  (feet)  COMP
 FE0491  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FE0491
 FE0491  VERT ORDER  -  FIRST     CLASS II
 FE0491
 FE0491.The horizontal coordinates were scaled from a topographic map and have
 FE0491.an estimated accuracy of +/- 6 seconds.
 FE0491
 FE0491.The orthometric height was determined by differential leveling
 FE0491.and adjusted by the National Geodetic Survey in June 1991..
 FE0491
 FE0491.The geoid height was determined by GEOID03.
 FE0491
 FE0491.The dynamic height is computed by dividing the NAVD 88
 FE0491.geopotential number by the normal gravity value computed on the
 FE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0491.degrees latitude (g = 980.6199 gals.).
 FE0491
 FE0491.The modeled gravity was interpolated from observed gravity values.
 FE0491
 FE0491;                    North         East    Units  Estimated Accuracy
 FE0491;SPC TN       -   127,470.      358,910.      MT  (+/- 180 meters Scaled)
 FE0491
 FE0491                          SUPERSEDED SURVEY CONTROL
 FE0491
 FE0491  NGVD 29 (??/??/??)  126.306  (m)          414.39   (f) ADJUSTED    1 2
 FE0491
 FE0491.Superseded values are not recommended for survey control.
 FE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0491.See file dsdata.txt to determine how the superseded data were derived.
 FE0491
 FE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE497245(NAD 83)
 FE0491_MARKER: DB = BENCH MARK DISK
 FE0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0491_SP_SET: CULVERT
 FE0491_STAMPING: H 159 1944
 FE0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0491
 FE0491  HISTORY     - Date     Condition        Report By
 FE0491  HISTORY     - 1944     MONUMENTED       CGS
 FE0491  HISTORY     - 1948     GOOD             CGS
 FE0491
 FE0491                          STATION DESCRIPTION
 FE0491
 FE0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0491'1.4 MI NW FROM HENDERSON.
 FE0491'ABOUT 1.4 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0491'RAILROAD FROM THE STATION AT HENDERSON, ABOUT 0.25 MILE
 FE0491'NORTHWEST OF MILE POST 370, SET IN THE TOP OF THE SOUTHEAST END
 FE0491'OF THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 14.5
 FE0491'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 4.5 FEET BELOW THE
 FE0491'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0329 ***********************************************************************
 FC0329  DESIGNATION -  H 16
 FC0329  PID         -  FC0329
 FC0329  STATE/COUNTY-  TN/POLK
 FC0329  USGS QUAD   -  MC FARLAND (1980)
 FC0329
 FC0329                         *CURRENT SURVEY CONTROL
 FC0329  ___________________________________________________________________
 FC0329* NAD 83(1986)-  35 10 50.     (N)    084 26 27.     (W)     SCALED    
 FC0329* NAVD 88     -       264.286  (meters)     867.08   (feet)  ADJUSTED  
 FC0329  ___________________________________________________________________
 FC0329  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FC0329  DYNAMIC HT  -         264.022 (meters)     866.21  (feet)  COMP
 FC0329  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FC0329
 FC0329  VERT ORDER  -  SECOND    CLASS 0
 FC0329
 FC0329.The horizontal coordinates were scaled from a topographic map and have
 FC0329.an estimated accuracy of +/- 6 seconds.
 FC0329
 FC0329.The orthometric height was determined by differential leveling
 FC0329.and adjusted by the National Geodetic Survey in June 1991..
 FC0329
 FC0329.The geoid height was determined by GEOID03.
 FC0329
 FC0329.The dynamic height is computed by dividing the NAVD 88
 FC0329.geopotential number by the normal gravity value computed on the
 FC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0329.degrees latitude (g = 980.6199 gals.).
 FC0329
 FC0329.The modeled gravity was interpolated from observed gravity values.
 FC0329
 FC0329;                    North         East    Units  Estimated Accuracy
 FC0329;SPC TN       -    95,130.      742,020.      MT  (+/- 180 meters Scaled)
 FC0329
 FC0329                          SUPERSEDED SURVEY CONTROL
 FC0329
 FC0329  NGVD 29 (??/??/92)  264.343  (m)          867.27   (f) ADJ UNCH    2 0
 FC0329
 FC0329.Superseded values are not recommended for survey control.
 FC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0329.See file dsdata.txt to determine how the superseded data were derived.
 FC0329
 FC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD330960(NAD 83)
 FC0329_MARKER: DB = BENCH MARK DISK
 FC0329_SETTING: 66 = SET IN ROCK OUTCROP
 FC0329_SP_SET: ROCK CLIFF
 FC0329_STAMPING: H 16 1933
 FC0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0329+STABILITY: POSITION/ELEVATION WELL
 FC0329
 FC0329  HISTORY     - Date     Condition        Report By
 FC0329  HISTORY     - 1933     MONUMENTED       CGS
 FC0329  HISTORY     - 1951     GOOD             NGS
 FC0329
 FC0329                          STATION DESCRIPTION
 FC0329
 FC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0329'3.5 MI W FROM MC FARLAND.
 FC0329'3.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0329'MC FARLAND, POLK COUNTY, 0.5 MILE EAST OF MILEPOST L 351, 600
 FC0329'FEET WEST OF A CONCRETE BRIDGE OVER A SMALL CREEK NEAR THE
 FC0329'STATION SIGN AT CRUMBLEY, NEAR THE NARROWS OF HIWASSEE RIVER,
 FC0329'8.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND IN THE NORTH FACE
 FC0329'OF A SLATE ROCK CLIFF, ABOUT 3 FEET HIGHER THAN THE RAIL.  A
 FC0329'STANDARD DISK, STAMPED H 16 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0706 ***********************************************************************
 FE0706  DESIGNATION -  H 160
 FE0706  PID         -  FE0706
 FE0706  STATE/COUNTY-  TN/MADISON
 FE0706  USGS QUAD   -  JACKSON NORTH (1983)
 FE0706
 FE0706                         *CURRENT SURVEY CONTROL
 FE0706  ___________________________________________________________________
 FE0706* NAD 83(1986)-  35 43 52.     (N)    088 47 36.     (W)     SCALED    
 FE0706* NAVD 88     -       117.878  (meters)     386.74   (feet)  ADJUSTED  
 FE0706  ___________________________________________________________________
 FE0706  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0706  DYNAMIC HT  -         117.775 (meters)     386.40  (feet)  COMP
 FE0706  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 FE0706
 FE0706  VERT ORDER  -  FIRST     CLASS II
 FE0706
 FE0706.The horizontal coordinates were scaled from a topographic map and have
 FE0706.an estimated accuracy of +/- 6 seconds.
 FE0706
 FE0706.The orthometric height was determined by differential leveling
 FE0706.and adjusted by the National Geodetic Survey in June 1991..
 FE0706
 FE0706.The geoid height was determined by GEOID03.
 FE0706
 FE0706.The dynamic height is computed by dividing the NAVD 88
 FE0706.geopotential number by the normal gravity value computed on the
 FE0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0706.degrees latitude (g = 980.6199 gals.).
 FE0706
 FE0706.The modeled gravity was interpolated from observed gravity values.
 FE0706
 FE0706;                    North         East    Units  Estimated Accuracy
 FE0706;SPC TN       -   158,690.      347,340.      MT  (+/- 180 meters Scaled)
 FE0706
 FE0706                          SUPERSEDED SURVEY CONTROL
 FE0706
 FE0706  NGVD 29 (??/??/??)  117.926  (m)          386.90   (f) ADJUSTED    1 2
 FE0706
 FE0706.Superseded values are not recommended for survey control.
 FE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0706.See file dsdata.txt to determine how the superseded data were derived.
 FE0706
 FE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE378556(NAD 83)
 FE0706_MARKER: DB = BENCH MARK DISK
 FE0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0706_SP_SET: CULVERT
 FE0706_STAMPING: H 160 1944
 FE0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0706
 FE0706  HISTORY     - Date     Condition        Report By
 FE0706  HISTORY     - 1944     MONUMENTED       CGS
 FE0706  HISTORY     - 1948     GOOD             CGS
 FE0706
 FE0706                          STATION DESCRIPTION
 FE0706
 FE0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0706'1.2 MI N FROM OAKFIELD.
 FE0706'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0706'FROM THE STATION AT OAKFIELD, ABOUT 0.2 MILE SOUTH OF MILE
 FE0706'POST C 462, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD
 FE0706'WALL OF A 5 BY 10-FOOT CONCRETE CULVERT, 29.5 FEET EAST OF THE
 FE0706'EAST RAIL AND ABOUT 10 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0370 ***********************************************************************
 GD0370  DESIGNATION -  H 161
 GD0370  PID         -  GD0370
 GD0370  STATE/COUNTY-  TN/GIBSON
 GD0370  USGS QUAD   -  BRADFORD (1985)
 GD0370
 GD0370                         *CURRENT SURVEY CONTROL
 GD0370  ___________________________________________________________________
 GD0370* NAD 83(1986)-  36 04 29.     (N)    088 48 34.     (W)     SCALED    
 GD0370* NAVD 88     -       111.606  (meters)     366.16   (feet)  ADJUSTED  
 GD0370  ___________________________________________________________________
 GD0370  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0370  DYNAMIC HT  -         111.512 (meters)     365.85  (feet)  COMP
 GD0370  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GD0370
 GD0370  VERT ORDER  -  FIRST     CLASS II
 GD0370
 GD0370.The horizontal coordinates were scaled from a topographic map and have
 GD0370.an estimated accuracy of +/- 6 seconds.
 GD0370
 GD0370.The orthometric height was determined by differential leveling
 GD0370.and adjusted by the National Geodetic Survey in June 1991..
 GD0370
 GD0370.The geoid height was determined by GEOID03.
 GD0370
 GD0370.The dynamic height is computed by dividing the NAVD 88
 GD0370.geopotential number by the normal gravity value computed on the
 GD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0370.degrees latitude (g = 980.6199 gals.).
 GD0370
 GD0370.The modeled gravity was interpolated from observed gravity values.
 GD0370
 GD0370;                    North         East    Units  Estimated Accuracy
 GD0370;SPC TN       -   196,840.      346,980.      MT  (+/- 180 meters Scaled)
 GD0370
 GD0370                          SUPERSEDED SURVEY CONTROL
 GD0370
 GD0370  NGVD 29 (??/??/??)  111.645  (m)          366.29   (f) ADJUSTED    1 2
 GD0370
 GD0370.Superseded values are not recommended for survey control.
 GD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0370.See file dsdata.txt to determine how the superseded data were derived.
 GD0370
 GD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370937(NAD 83)
 GD0370_MARKER: DB = BENCH MARK DISK
 GD0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0370_SP_SET: CONCRETE BASE
 GD0370_STAMPING: H 161 1944
 GD0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0370+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0370
 GD0370  HISTORY     - Date     Condition        Report By
 GD0370  HISTORY     - 1944     MONUMENTED       CGS
 GD0370  HISTORY     - 1948     GOOD             CGS
 GD0370  HISTORY     - 1967     GOOD             CGS
 GD0370  HISTORY     - 1990     GOOD             USPSQD
 GD0370  HISTORY     - 20020826 GOOD             USACE
 GD0370
 GD0370                          STATION DESCRIPTION
 GD0370
 GD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0370'AT BRADFORD.
 GD0370'AT BRADFORD, ABOUT 150 YARDS SOUTHEAST OF THE ILLINOIS CENTRAL
 GD0370'RAILROAD STATION, 126.5 FEET EAST AND ACROSS THE TRACKS FROM
 GD0370'MILE POST C 437, 97.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 GD0370'TRACK, 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BAPTIST
 GD0370'CHURCH BRICK BUILDING, SET IN THE TOP OF THE SOUTHWEST CORNER
 GD0370'OF THE 3 BY 4.5-FEET CONCRETE BASE FOR SUPPORT TO CHURCH BELL.
 GD0370
 GD0370                          STATION RECOVERY (1967)
 GD0370
 GD0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0370'RECOVERED IN GOOD CONDITION.
 GD0370
 GD0370                          STATION RECOVERY (1990)
 GD0370
 GD0370'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0370'RECOVERED IN GOOD CONDITION.
 GD0370
 GD0370                          STATION RECOVERY (2002)
 GD0370
 GD0370'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1274 ***********************************************************************
 GA1274  DESIGNATION -  H 162
 GA1274  PID         -  GA1274
 GA1274  STATE/COUNTY-  TN/HAWKINS
 GA1274  USGS QUAD   -  CHURCH HILL (1991)
 GA1274
 GA1274                         *CURRENT SURVEY CONTROL
 GA1274  ___________________________________________________________________
 GA1274* NAD 83(1986)-  36 32 21.     (N)    082 40 10.     (W)     SCALED    
 GA1274* NAVD 88     -       392.621  (meters)    1288.12   (feet)  ADJUSTED  
 GA1274  ___________________________________________________________________
 GA1274  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1274  DYNAMIC HT  -         392.268 (meters)    1286.97  (feet)  COMP
 GA1274  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 GA1274
 GA1274  VERT ORDER  -  FIRST     CLASS I
 GA1274
 GA1274.The horizontal coordinates were scaled from a topographic map and have
 GA1274.an estimated accuracy of +/- 6 seconds.
 GA1274
 GA1274.The orthometric height was determined by differential leveling
 GA1274.and adjusted by the National Geodetic Survey in June 1991..
 GA1274
 GA1274.The geoid height was determined by GEOID03.
 GA1274
 GA1274.The dynamic height is computed by dividing the NAVD 88
 GA1274.geopotential number by the normal gravity value computed on the
 GA1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1274.degrees latitude (g = 980.6199 gals.).
 GA1274
 GA1274.The modeled gravity was interpolated from observed gravity values.
 GA1274
 GA1274;                    North         East    Units  Estimated Accuracy
 GA1274;SPC TN       -   249,820.      898,190.      MT  (+/- 180 meters Scaled)
 GA1274
 GA1274                          SUPERSEDED SURVEY CONTROL
 GA1274
 GA1274  NGVD 29 (??/??/92)  392.764  (m)         1288.59   (f) ADJ UNCH    1 1
 GA1274
 GA1274.Superseded values are not recommended for survey control.
 GA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1274.See file dsdata.txt to determine how the superseded data were derived.
 GA1274
 GA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA505450(NAD 83)
 GA1274_MARKER: DB = BENCH MARK DISK
 GA1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1274_STAMPING: H 162 1967
 GA1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1274+STABILITY: SURFACE MOTION
 GA1274
 GA1274  HISTORY     - Date     Condition        Report By
 GA1274  HISTORY     - 1967     MONUMENTED       CGS
 GA1274
 GA1274                          STATION DESCRIPTION
 GA1274
 GA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1274'2.4 MI NE FROM CHURCH HILL.
 GA1274'ABOUT 2.35 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1274'RAILROAD FROM THE STATION AT CHURCH HILL, 183 FEET SOUTHWEST OF
 GA1274'THE CENTER OF THE CROSSING OF THE RAILROAD AND DOVER AVENUE,
 GA1274'33 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 67 FEET
 GA1274'EAST OF THE EAST CORNER OF THE RESIDENCE OF MR. PET BURTON, 6
 GA1274'FEET SOUTHEAST OF THE CENTERLINE OF A TRAIL ROAD WHICH PARALLELS
 GA1274'THE TRACK, 3 1/2 FEET NORTHEAST OF A POLE, 1.4 FEET SOUTHWEST OF
 GA1274'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK,
 GA1274'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1852 ***********************************************************************
 GA1852  DESIGNATION -  H 163
 GA1852  PID         -  GA1852
 GA1852  STATE/COUNTY-  TN/HAMBLEN
 GA1852  USGS QUAD   -  BULLS GAP (1976)
 GA1852
 GA1852                         *CURRENT SURVEY CONTROL
 GA1852  ___________________________________________________________________
 GA1852* NAD 83(1986)-  36 16 07.     (N)    083 06 58.     (W)     SCALED    
 GA1852* NAVD 88     -       345.156  (meters)    1132.40   (feet)  ADJUSTED  
 GA1852  ___________________________________________________________________
 GA1852  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA1852  DYNAMIC HT  -         344.841 (meters)    1131.37  (feet)  COMP
 GA1852  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1852
 GA1852  VERT ORDER  -  FIRST     CLASS I
 GA1852
 GA1852.The horizontal coordinates were scaled from a topographic map and have
 GA1852.an estimated accuracy of +/- 6 seconds.
 GA1852
 GA1852.The orthometric height was determined by differential leveling
 GA1852.and adjusted by the National Geodetic Survey in June 1991..
 GA1852
 GA1852.The geoid height was determined by GEOID03.
 GA1852
 GA1852.The dynamic height is computed by dividing the NAVD 88
 GA1852.geopotential number by the normal gravity value computed on the
 GA1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1852.degrees latitude (g = 980.6199 gals.).
 GA1852
 GA1852.The modeled gravity was interpolated from observed gravity values.
 GA1852
 GA1852;                    North         East    Units  Estimated Accuracy
 GA1852;SPC TN       -   218,540.      859,090.      MT  (+/- 180 meters Scaled)
 GA1852
 GA1852                          SUPERSEDED SURVEY CONTROL
 GA1852
 GA1852  NGVD 29 (??/??/92)  345.307  (m)         1132.89   (f) ADJ UNCH    1 1
 GA1852
 GA1852.Superseded values are not recommended for survey control.
 GA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1852.See file dsdata.txt to determine how the superseded data were derived.
 GA1852
 GA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA099158(NAD 83)
 GA1852_MARKER: DB = BENCH MARK DISK
 GA1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1852_SP_SET: BRIDGE
 GA1852_STAMPING: H 163 1967
 GA1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1852
 GA1852  HISTORY     - Date     Condition        Report By
 GA1852  HISTORY     - 1967     MONUMENTED       CGS
 GA1852
 GA1852                          STATION DESCRIPTION
 GA1852
 GA1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1852'2.2 MI NW FROM BULLS GAP.
 GA1852'ABOUT 2.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1852'RAILROAD FROM THE STATION AT BULLS GAP, OR ABOUT 0.35 MILE EAST
 GA1852'ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE AT THE SMALL
 GA1852'COMMUNITY OF WHITESBURG, THENCE 0.05 MILE SOUTHEAST ALONG A
 GA1852'PAVED ROAD, THENCE 1.25 MILES EAST ALONG THE SOUTHERN RAILWAY
 GA1852'COMPANY RAILROAD, 4 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 GA1852'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 GA1852'OF A RAILROAD BRIDGE OVER BENT CREEK, AND ABOUT 1 1/2 FEET BELOW
 GA1852'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1744 ***********************************************************************
 GA1744  DESIGNATION -  H 164
 GA1744  PID         -  GA1744
 GA1744  STATE/COUNTY-  TN/COCKE
 GA1744  USGS QUAD   -  RANKIN (1980)
 GA1744
 GA1744                         *CURRENT SURVEY CONTROL
 GA1744  ___________________________________________________________________
 GA1744* NAD 83(1986)-  36 00 39.     (N)    083 12 05.     (W)     SCALED    
 GA1744* NAVD 88     -       311.999  (meters)    1023.62   (feet)  ADJUSTED  
 GA1744  ___________________________________________________________________
 GA1744  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1744  DYNAMIC HT  -         311.706 (meters)    1022.66  (feet)  COMP
 GA1744  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA1744
 GA1744  VERT ORDER  -  FIRST     CLASS I
 GA1744
 GA1744.The horizontal coordinates were scaled from a topographic map and have
 GA1744.an estimated accuracy of +/- 6 seconds.
 GA1744
 GA1744.The orthometric height was determined by differential leveling
 GA1744.and adjusted by the National Geodetic Survey in June 1991..
 GA1744
 GA1744.The geoid height was determined by GEOID03.
 GA1744
 GA1744.The dynamic height is computed by dividing the NAVD 88
 GA1744.geopotential number by the normal gravity value computed on the
 GA1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1744.degrees latitude (g = 980.6199 gals.).
 GA1744
 GA1744.The modeled gravity was interpolated from observed gravity values.
 GA1744
 GA1744;                    North         East    Units  Estimated Accuracy
 GA1744;SPC TN       -   189,720.      852,250.      MT  (+/- 180 meters Scaled)
 GA1744
 GA1744                          SUPERSEDED SURVEY CONTROL
 GA1744
 GA1744  NGVD 29 (??/??/92)  312.345  (m)         1024.75   (f) ADJ UNCH    1 1
 GA1744
 GA1744.Superseded values are not recommended for survey control.
 GA1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1744.See file dsdata.txt to determine how the superseded data were derived.
 GA1744
 GA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV016873(NAD 83)
 GA1744_MARKER: DB = BENCH MARK DISK
 GA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1744_STAMPING: H 164 1967
 GA1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1744+STABILITY: SURFACE MOTION
 GA1744
 GA1744  HISTORY     - Date     Condition        Report By
 GA1744  HISTORY     - 1967     MONUMENTED       CGS
 GA1744
 GA1744                          STATION DESCRIPTION
 GA1744
 GA1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1744'3.2 MI N FROM NEWPORT.
 GA1744'ABOUT 3.25 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA1744'RAILROAD FROM THE STATION AT NEWPORT, 11 POLES SOUTH OF MILEPOST
 GA1744'210, 262 FEET WEST OF THE WEST RAIL OF THE TRACK, 110 FEET EAST
 GA1744'AND ACROSS A PAVED ROAD FROM THE SOUTHEAST CORNER OF A FRAME
 GA1744'FARMHOUSE, 39 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 GA1744'22 FEET SOUTH OF THE CENTERLINE OF A TRAIL ROAD, 11 FEET EAST
 GA1744'OF A POWER POLE WHICH BEARS A TRANSFORMER, 1.8 FEET NORTH
 GA1744'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 GA1744'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1744'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0211 ***********************************************************************
 GD0211  DESIGNATION -  H 166
 GD0211  PID         -  GD0211
 GD0211  STATE/COUNTY-  TN/STEWART
 GD0211  USGS QUAD   -  PARIS LANDING (1981)
 GD0211
 GD0211                         *CURRENT SURVEY CONTROL
 GD0211  ___________________________________________________________________
 GD0211* NAD 83(1986)-  36 27 26.     (N)    088 00 29.     (W)     SCALED    
 GD0211* NAVD 88     -       186.001  (meters)     610.24   (feet)  ADJUSTED  
 GD0211  ___________________________________________________________________
 GD0211  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GD0211  DYNAMIC HT  -         185.848 (meters)     609.74  (feet)  COMP
 GD0211  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GD0211
 GD0211  VERT ORDER  -  FIRST     CLASS II
 GD0211
 GD0211.The horizontal coordinates were scaled from a topographic map and have
 GD0211.an estimated accuracy of +/- 6 seconds.
 GD0211
 GD0211.The orthometric height was determined by differential leveling
 GD0211.and adjusted by the National Geodetic Survey in June 1991..
 GD0211
 GD0211.The geoid height was determined by GEOID03.
 GD0211
 GD0211.The dynamic height is computed by dividing the NAVD 88
 GD0211.geopotential number by the normal gravity value computed on the
 GD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0211.degrees latitude (g = 980.6199 gals.).
 GD0211
 GD0211.The modeled gravity was interpolated from observed gravity values.
 GD0211
 GD0211;                    North         East    Units  Estimated Accuracy
 GD0211;SPC TN       -   237,500.      420,010.      MT  (+/- 180 meters Scaled)
 GD0211
 GD0211                          SUPERSEDED SURVEY CONTROL
 GD0211
 GD0211  NGVD 29 (??/??/??)  186.043  (m)          610.38   (f) ADJUSTED    1 2
 GD0211
 GD0211.Superseded values are not recommended for survey control.
 GD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0211.See file dsdata.txt to determine how the superseded data were derived.
 GD0211
 GD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF096351(NAD 83)
 GD0211_MARKER: DB = BENCH MARK DISK
 GD0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0211_STAMPING: H 166 1947
 GD0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0211+STABILITY: SURFACE MOTION
 GD0211
 GD0211  HISTORY     - Date     Condition        Report By
 GD0211  HISTORY     - 1947     MONUMENTED       CGS
 GD0211  HISTORY     - 1971     GOOD             NGS
 GD0211
 GD0211                          STATION DESCRIPTION
 GD0211
 GD0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0211'11.5 MI W FROM DOVER.
 GD0211'ABOUT 11.5 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0211'AT DOVER, ABOUT 0.4 MILE SOUTHWEST OF WOFFORD CHURCH AND CEMETERY,
 GD0211'ABOUT 0.1 MILE SOUTHWEST OF THE BILL GARDENER GENERAL STORE, IN
 GD0211'THE SOUTH CORNER OF THE YARD OF A SMALL IMITATION BRICK FARMHOUSE,
 GD0211'129 FEET SOUTH OF THE SOUTH CORNER OF THE HOUSE, 48 FEET NORTHWEST
 GD0211'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE
 GD0211'CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 32 FEET
 GD0211'NORTHWEST OF THE NORTHWEST END OF A 14-INCH CORRUGATED IRON PIPE
 GD0211'CULVERT UNDER THE HIGHWAY, ABOUT 1-1/2 FEET HIGHER THAN THE
 GD0211'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GD0211'4 INCHES.  NOTE-- NOW OLD 79 HWY ALIGNMENT-OTHER DESCRIPTION
 GD0211'GOOD-NEW REFERENCE- 12 FT .9 IN NW TO 18 IN POST OAK, 15 FT .0 IN
 GD0211'S TO 16 IN POST OAK, 32.0 SE TO 14 IN CULVERT UNDER OLD 79 HWY.
 GD0211
 GD0211                          STATION RECOVERY (1971)
 GD0211
 GD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1612 ***********************************************************************
 GC1612  DESIGNATION -  H 167
 GC1612  PID         -  GC1612
 GC1612  STATE/COUNTY-  TN/HOUSTON
 GC1612  USGS QUAD   -  STEWART (1982)
 GC1612
 GC1612                         *CURRENT SURVEY CONTROL
 GC1612  ___________________________________________________________________
 GC1612* NAD 83(1986)-  36 15 11.     (N)    087 51 35.     (W)     SCALED    
 GC1612* NAVD 88     -       156.135  (meters)     512.25   (feet)  ADJUSTED  
 GC1612  ___________________________________________________________________
 GC1612  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1612  DYNAMIC HT  -         156.004 (meters)     511.82  (feet)  COMP
 GC1612  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GC1612
 GC1612  VERT ORDER  -  FIRST     CLASS II
 GC1612
 GC1612.The horizontal coordinates were scaled from a topographic map and have
 GC1612.an estimated accuracy of +/- 6 seconds.
 GC1612
 GC1612.The orthometric height was determined by differential leveling
 GC1612.and adjusted by the National Geodetic Survey in June 1991..
 GC1612
 GC1612.The geoid height was determined by GEOID03.
 GC1612
 GC1612.The dynamic height is computed by dividing the NAVD 88
 GC1612.geopotential number by the normal gravity value computed on the
 GC1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1612.degrees latitude (g = 980.6199 gals.).
 GC1612
 GC1612.The modeled gravity was interpolated from observed gravity values.
 GC1612
 GC1612;                    North         East    Units  Estimated Accuracy
 GC1612;SPC TN       -   214,580.      432,870.      MT  (+/- 180 meters Scaled)
 GC1612
 GC1612                          SUPERSEDED SURVEY CONTROL
 GC1612
 GC1612  NGVD 29 (??/??/92)  156.168  (m)          512.36   (f) ADJ UNCH    1 2
 GC1612
 GC1612.Superseded values are not recommended for survey control.
 GC1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1612.See file dsdata.txt to determine how the superseded data were derived.
 GC1612
 GC1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF227123(NAD 83)
 GC1612_MARKER: DB = BENCH MARK DISK
 GC1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1612_STAMPING: H 167 1947
 GC1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1612+STABILITY: SURFACE MOTION
 GC1612
 GC1612  HISTORY     - Date     Condition        Report By
 GC1612  HISTORY     - 1947     MONUMENTED       CGS
 GC1612  HISTORY     - 1972     GOOD             TVA
 GC1612
 GC1612                          STATION DESCRIPTION
 GC1612
 GC1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1612'7.4 MI S FROM MC KINNON.
 GC1612'7.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1612'METHODIST CHURCH AT MC KINNON, ABOUT 1.2 MILES NORTHWEST OF NEW
 GC1612'HOPE CHURCH, ABOUT 0.9 MILE SOUTH OF THE JUNCTION OF THE GRAVEL
 GC1612'ROAD LEADING WEST TO WHITE OAK CAMP, ABOUT 0.3 MILE SOUTH OF THE
 GC1612'C.H. BRADLEY RESIDENCE AND SAWMILL, AT THE TOP OF A HILL, 18
 GC1612'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 29 FEET SOUTHWEST
 GC1612'OF AN 8-INCH BLAZED OAK TREE, 14 FEET NORTHEAST OF A 14-INCH
 GC1612'BLAZED OAK TREE, 8 FEET SOUTHEAST OF A 12-INCH BLAZED OAK TREE,
 GC1612'1 FOOT SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN
 GC1612'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 GC1612'NOTE-- ABOUT 200 FT W OF A T-DRIVE S. 54 FT NW OF CENTERLINE
 GC1612'BLACKTOP HIGHWAY.  100 FT W OF PEAK OF HILL.  17.6 S 45 W FROM
 GC1612'12 IN RED OAK.  7.9 S 35 E FROM 18 IN WHITE OAK.  13.8 N 50 E
 GC1612'FROM 14 IN POST OAK.  STATION IS ABOUT 5 FT HIGHER THAN THE ROAD
 GC1612'AND FLUSH WITH THE GROUND.  TVA POST AND SIGN SET.
 GC1612
 GC1612                          STATION RECOVERY (1972)
 GC1612
 GC1612'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1582 ***********************************************************************
 GC1582  DESIGNATION -  H 168
 GC1582  PID         -  GC1582
 GC1582  STATE/COUNTY-  TN/HUMPHREYS
 GC1582  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1582
 GC1582                         *CURRENT SURVEY CONTROL
 GC1582  ___________________________________________________________________
 GC1582* NAD 83(1986)-  36 01 05.     (N)    087 59 27.     (W)     SCALED    
 GC1582* NAVD 88     -       118.427  (meters)     388.54   (feet)  ADJUSTED  
 GC1582  ___________________________________________________________________
 GC1582  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GC1582  DYNAMIC HT  -         118.327 (meters)     388.21  (feet)  COMP
 GC1582  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC1582
 GC1582  VERT ORDER  -  FIRST     CLASS II
 GC1582
 GC1582.The horizontal coordinates were scaled from a topographic map and have
 GC1582.an estimated accuracy of +/- 6 seconds.
 GC1582
 GC1582.The orthometric height was determined by differential leveling
 GC1582.and adjusted by the National Geodetic Survey in June 1991..
 GC1582
 GC1582.The geoid height was determined by GEOID03.
 GC1582
 GC1582.The dynamic height is computed by dividing the NAVD 88
 GC1582.geopotential number by the normal gravity value computed on the
 GC1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1582.degrees latitude (g = 980.6199 gals.).
 GC1582
 GC1582.The modeled gravity was interpolated from observed gravity values.
 GC1582
 GC1582;                    North         East    Units  Estimated Accuracy
 GC1582;SPC TN       -   188,740.      420,560.      MT  (+/- 180 meters Scaled)
 GC1582
 GC1582                          SUPERSEDED SURVEY CONTROL
 GC1582
 GC1582  NGVD 29 (??/??/92)  118.460  (m)          388.65   (f) ADJ UNCH    1 2
 GC1582
 GC1582.Superseded values are not recommended for survey control.
 GC1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1582.See file dsdata.txt to determine how the superseded data were derived.
 GC1582
 GC1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE107864(NAD 83)
 GC1582_MARKER: DB = BENCH MARK DISK
 GC1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1582_STAMPING: H 168 1947
 GC1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1582+STABILITY: SURFACE MOTION
 GC1582
 GC1582  HISTORY     - Date     Condition        Report By
 GC1582  HISTORY     - 1947     MONUMENTED       CGS
 GC1582  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1582
 GC1582                          STATION DESCRIPTION
 GC1582
 GC1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1582'0.2 MI W FROM JOHNSONVILLE.
 GC1582'0.2 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1582'RAILWAY FROM THE STATION AT JOHNSONVILLE, 176 FEET NORTHWEST
 GC1582'ACROSS A GRAVEL ROAD FROM POLE 79/25, AT THE EASTERNMOST ONE OF 4
 GC1582'SMALL WHITE SHINGLE HOUSES, IN THE NORTHEAST CORNER OF THE YARD,
 GC1582'56 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 32 FEET
 GC1582'WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH GRAVEL ROAD, IN
 GC1582'LINE WITH A ROW OF POLES LEADING NORTH, 4 FEET SOUTH OF A POLE,
 GC1582'ABOUT 3 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1582'POST PROJECTING ABOUT 4 INCHES.
 GC1582
 GC1582                          STATION RECOVERY (1972)
 GC1582
 GC1582'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0106 ***********************************************************************
 FE0106  DESIGNATION -  H 169
 FE0106  PID         -  FE0106
 FE0106  STATE/COUNTY-  TN/DECATUR
 FE0106  USGS QUAD   -  JEANNETTE (1986)
 FE0106
 FE0106                         *CURRENT SURVEY CONTROL
 FE0106  ___________________________________________________________________
 FE0106* NAD 83(1986)-  35 41 30.     (N)    088 06 32.     (W)     SCALED    
 FE0106* NAVD 88     -       159.867  (meters)     524.50   (feet)  ADJUSTED  
 FE0106  ___________________________________________________________________
 FE0106  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0106  DYNAMIC HT  -         159.728 (meters)     524.04  (feet)  COMP
 FE0106  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 FE0106
 FE0106  VERT ORDER  -  FIRST     CLASS II
 FE0106
 FE0106.The horizontal coordinates were scaled from a topographic map and have
 FE0106.an estimated accuracy of +/- 6 seconds.
 FE0106
 FE0106.The orthometric height was determined by differential leveling
 FE0106.and adjusted by the National Geodetic Survey in June 1991..
 FE0106
 FE0106.The geoid height was determined by GEOID03.
 FE0106
 FE0106.The dynamic height is computed by dividing the NAVD 88
 FE0106.geopotential number by the normal gravity value computed on the
 FE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0106.degrees latitude (g = 980.6199 gals.).
 FE0106
 FE0106.The modeled gravity was interpolated from observed gravity values.
 FE0106
 FE0106;                    North         East    Units  Estimated Accuracy
 FE0106;SPC TN       -   152,760.      409,140.      MT  (+/- 180 meters Scaled)
 FE0106
 FE0106                          SUPERSEDED SURVEY CONTROL
 FE0106
 FE0106  NGVD 29 (??/??/??)  159.883  (m)          524.55   (f) ADJUSTED    1 2
 FE0106
 FE0106.Superseded values are not recommended for survey control.
 FE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0106.See file dsdata.txt to determine how the superseded data were derived.
 FE0106
 FE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE996503(NAD 83)
 FE0106_MARKER: DD = SURVEY DISK
 FE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0106_STAMPING: H 169 1947
 FE0106_MARK LOGO: TVA   
 FE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0106+STABILITY: SURFACE MOTION
 FE0106
 FE0106  HISTORY     - Date     Condition        Report By
 FE0106  HISTORY     - 1947     MONUMENTED       TVA
 FE0106  HISTORY     - 1947     GOOD             CGS
 FE0106
 FE0106                          STATION DESCRIPTION
 FE0106
 FE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0106'3.1 MI N FROM PARSONS.
 FE0106'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0106'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0106'ABOUT 0.7 MILE NORTH OF THE CROSSROADS BAPTIST CHURCH AND
 FE0106'CEMETERY, ABOUT 200 YARDS NORTHEAST OF A WHITE FARMHOUSE
 FE0106'NORTHWEST OF THE HIGHWAY, AT THE JUNCTION OF A GRAVEL ROAD
 FE0106'LEADING NORTH, 65 FEET NORTHEAST ACROSS THE ROAD FROM THE
 FE0106'NORTHEAST CORNER OF A 10-FOOT WOODEN HIGHWAY BRIDGE, 29.5 FEET
 FE0106'NORTHEAST OF THE NORTHEAST END OF A 3-FOOT WOODEN ROAD BRIDGE,
 FE0106'42 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF
 FE0106'THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF A 6-INCH CEDAR
 FE0106'TREE, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 FE0106'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND IN THE
 FE0106'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS
 FE0106'BENCH MARK WAS ESTABLISHED BY THIS PARTY, USING A PRECAST
 FE0106'CONCRETE POST FURNISHED BY THE TENN. VALLEY AUTHORITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0397 ***********************************************************************
 FF0397  DESIGNATION -  H 17
 FF0397  PID         -  FF0397
 FF0397  STATE/COUNTY-  TN/SHELBY
 FF0397  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0397
 FF0397                         *CURRENT SURVEY CONTROL
 FF0397  ___________________________________________________________________
 FF0397* NAD 83(1986)-  35 06 45.     (N)    090 03 19.     (W)     SCALED    
 FF0397* NAVD 88     -        83.568  (meters)     274.17   (feet)  ADJUSTED  
 FF0397  ___________________________________________________________________
 FF0397  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0397  DYNAMIC HT  -          83.492 (meters)     273.92  (feet)  COMP
 FF0397  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FF0397
 FF0397  VERT ORDER  -  SECOND    CLASS 0
 FF0397
 FF0397.The horizontal coordinates were scaled from a topographic map and have
 FF0397.an estimated accuracy of +/- 6 seconds.
 FF0397
 FF0397.The orthometric height was determined by differential leveling
 FF0397.and adjusted by the National Geodetic Survey in June 1991..
 FF0397
 FF0397.The geoid height was determined by GEOID03.
 FF0397
 FF0397.The dynamic height is computed by dividing the NAVD 88
 FF0397.geopotential number by the normal gravity value computed on the
 FF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0397.degrees latitude (g = 980.6199 gals.).
 FF0397
 FF0397.The modeled gravity was interpolated from observed gravity values.
 FF0397
 FF0397;                    North         East    Units  Estimated Accuracy
 FF0397;SPC TN       -    94,110.      230,400.      MT  (+/- 180 meters Scaled)
 FF0397
 FF0397                          SUPERSEDED SURVEY CONTROL
 FF0397
 FF0397  NGVD 29 (??/??/??)   83.532  (m)          274.05   (f) ADJUSTED    2 0
 FF0397
 FF0397.Superseded values are not recommended for survey control.
 FF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0397.See file dsdata.txt to determine how the superseded data were derived.
 FF0397
 FF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683894(NAD 83)
 FF0397_MARKER: DB = BENCH MARK DISK
 FF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0397_STAMPING: H 17 1934
 FF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0397+STABILITY: SURFACE MOTION
 FF0397
 FF0397  HISTORY     - Date     Condition        Report By
 FF0397  HISTORY     - 1934     MONUMENTED       CGS
 FF0397  HISTORY     - 1938     GOOD             CGS
 FF0397  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0397
 FF0397                          STATION DESCRIPTION
 FF0397
 FF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0397'AT MEMPHIS.
 FF0397'AT MEMPHIS, SHELBY COUNTY, 1/4 MILE SOUTH OF THE INTERSECTION
 FF0397'OF MC LEMORE AVENUE AND SOUTH THIRD STREET, 288 FEET NORTHWEST
 FF0397'OF THE THIRD STREET VIADUCT, 100 FEET WEST OF THE SULLIVAN
 FF0397'COMPANY CONCRETE BUILDING, AND 24 FEET NORTHEAST OF THE CENTERLINE
 FF0397'OF THE EAST TRACK.  A STANDARD DISK, STAMPED H 17 1934 AND SET IN
 FF0397'THE TOP OF A CONCRETE POST.
 FF0397
 FF0397                          STATION RECOVERY (1974)
 FF0397
 FF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1258 ***********************************************************************
 FD1258  DESIGNATION -  H 170
 FD1258  PID         -  FD1258
 FD1258  STATE/COUNTY-  TN/PERRY
 FD1258  USGS QUAD   -  POPE (1973)
 FD1258
 FD1258                         *CURRENT SURVEY CONTROL
 FD1258  ___________________________________________________________________
 FD1258* NAD 83(1986)-  35 31 16.     (N)    087 55 33.     (W)     SCALED    
 FD1258* NAVD 88     -       130.884  (meters)     429.41   (feet)  ADJUSTED  
 FD1258  ___________________________________________________________________
 FD1258  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1258  DYNAMIC HT  -         130.764 (meters)     429.01  (feet)  COMP
 FD1258  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FD1258
 FD1258  VERT ORDER  -  FIRST     CLASS II
 FD1258
 FD1258.The horizontal coordinates were scaled from a topographic map and have
 FD1258.an estimated accuracy of +/- 6 seconds.
 FD1258
 FD1258.The orthometric height was determined by differential leveling
 FD1258.and adjusted by the National Geodetic Survey in June 1991..
 FD1258
 FD1258.The geoid height was determined by GEOID03.
 FD1258
 FD1258.The dynamic height is computed by dividing the NAVD 88
 FD1258.geopotential number by the normal gravity value computed on the
 FD1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1258.degrees latitude (g = 980.6199 gals.).
 FD1258
 FD1258.The modeled gravity was interpolated from observed gravity values.
 FD1258
 FD1258;                    North         East    Units  Estimated Accuracy
 FD1258;SPC TN       -   133,500.      425,330.      MT  (+/- 180 meters Scaled)
 FD1258
 FD1258                          SUPERSEDED SURVEY CONTROL
 FD1258
 FD1258  NGVD 29 (??/??/92)  130.892  (m)          429.43   (f) ADJ UNCH    1 2
 FD1258
 FD1258.Superseded values are not recommended for survey control.
 FD1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1258.See file dsdata.txt to determine how the superseded data were derived.
 FD1258
 FD1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE160312(NAD 83)
 FD1258_MARKER: DD = SURVEY DISK
 FD1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1258_STAMPING: H 170 1947
 FD1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1258+STABILITY: SURFACE MOTION
 FD1258
 FD1258  HISTORY     - Date     Condition        Report By
 FD1258  HISTORY     - 1947     MONUMENTED       TVA
 FD1258  HISTORY     - 1947     GOOD             NGS
 FD1258  HISTORY     - 1975     MARK NOT FOUND   TVA
 FD1258
 FD1258                          STATION DESCRIPTION
 FD1258
 FD1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1258'13.8 MI NE FROM CLIFTON.
 FD1258'ABOUT 13.85 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1258'RIVERSIDE HOTEL AT CLIFTON, ABOUT 0.4 MILE SOUTH OF THE JUNCTION
 FD1258'OF A ROAD LEADING NORTHWEST AND DALTON MOORES GENERAL STORE, ABOUT
 FD1258'0.15 MILE SOUTH OF THE STEEL BRIDGE OVER CEDAR CREEK, ON THE
 FD1258'WEST SIDE OF THE ROAD AT A WHITE FARM HOUSE, 32 FEET WEST OF THE
 FD1258'CENTER LINE OF THE ROAD, 60 FEET SOUTHEAST OF THE SOUTHEAST
 FD1258'CORNER OF THE HOUSE, 81 FEET EAST OF THE NORTHEAST CORNER OF THE
 FD1258'GARAGE, 9 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY, 4 FEET
 FD1258'WEST OF THE SOUTHEAST CORNER FENCE POST, 1 FOOT SOUTH OF THE
 FD1258'YARD FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FD1258'LEVEL WITH THE CENTER OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD1258'POST PROJECTING 4 INCHES.
 FD1258
 FD1258                          STATION RECOVERY (1975)
 FD1258
 FD1258'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0243 ***********************************************************************
 FE0243  DESIGNATION -  H 171
 FE0243  PID         -  FE0243
 FE0243  STATE/COUNTY-  TN/HARDIN
 FE0243  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0243
 FE0243                         *CURRENT SURVEY CONTROL
 FE0243  ___________________________________________________________________
 FE0243* NAD 83(1986)-  35 12 48.     (N)    088 19 21.     (W)     SCALED    
 FE0243* NAVD 88     -       117.015  (meters)     383.91   (feet)  ADJUSTED  
 FE0243  ___________________________________________________________________
 FE0243  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0243  DYNAMIC HT  -         116.908 (meters)     383.56  (feet)  COMP
 FE0243  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FE0243
 FE0243  VERT ORDER  -  FIRST     CLASS II
 FE0243
 FE0243.The horizontal coordinates were scaled from a topographic map and have
 FE0243.an estimated accuracy of +/- 6 seconds.
 FE0243
 FE0243.The orthometric height was determined by differential leveling
 FE0243.and adjusted by the National Geodetic Survey in June 1991..
 FE0243
 FE0243.The geoid height was determined by GEOID03.
 FE0243
 FE0243.The dynamic height is computed by dividing the NAVD 88
 FE0243.geopotential number by the normal gravity value computed on the
 FE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0243.degrees latitude (g = 980.6199 gals.).
 FE0243
 FE0243.The modeled gravity was interpolated from observed gravity values.
 FE0243
 FE0243;                    North         East    Units  Estimated Accuracy
 FE0243;SPC TN       -   100,150.      388,550.      MT  (+/- 180 meters Scaled)
 FE0243
 FE0243                          SUPERSEDED SURVEY CONTROL
 FE0243
 FE0243  NGVD 29 (??/??/??)  117.026  (m)          383.94   (f) ADJUSTED    1 2
 FE0243
 FE0243.Superseded values are not recommended for survey control.
 FE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0243.See file dsdata.txt to determine how the superseded data were derived.
 FE0243
 FE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD796975(NAD 83)
 FE0243_MARKER: DD = SURVEY DISK
 FE0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0243_SP_SET: CULVERT
 FE0243_STAMPING: H 171 1947
 FE0243_MARK LOGO: TVA   
 FE0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0243
 FE0243  HISTORY     - Date     Condition        Report By
 FE0243  HISTORY     - 1947     MONUMENTED       TVA
 FE0243  HISTORY     - 1947     GOOD             CGS
 FE0243  HISTORY     - 1962     GOOD             TVA
 FE0243
 FE0243                          STATION DESCRIPTION
 FE0243
 FE0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0243'0.6 MI S FROM CRUMP.
 FE0243'0.6 MILE SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0243'AND CEMETERY AT CRUMP, ABOUT 300 FEET SOUTH OF THE JUNCTION OF
 FE0243'A GRAVEL ROAD LEADING EAST, ABOUT 250 FEET NORTH OF A DIM
 FE0243'CROSSROAD, SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 FE0243'HEAD WALL OF A DOUBLE 24-FOOT CONCRETE BOX CULVERT, 38 FEET WEST
 FE0243'OF AND ABOUT 10 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 FE0243
 FE0243                          STATION RECOVERY (1962)
 FE0243
 FE0243'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1324 ***********************************************************************
 GC1324  DESIGNATION -  H 172
 GC1324  PID         -  GC1324
 GC1324  STATE/COUNTY-  TN/CHEATHAM
 GC1324  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1324
 GC1324                         *CURRENT SURVEY CONTROL
 GC1324  ___________________________________________________________________
 GC1324* NAD 83(1986)-  36 06 30.     (N)    087 04 27.     (W)     SCALED    
 GC1324* NAVD 88     -       152.791  (meters)     501.28   (feet)  ADJUSTED  
 GC1324  ___________________________________________________________________
 GC1324  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1324  DYNAMIC HT  -         152.660 (meters)     500.85  (feet)  COMP
 GC1324  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1324
 GC1324  VERT ORDER  -  FIRST     CLASS II
 GC1324
 GC1324.The horizontal coordinates were scaled from a topographic map and have
 GC1324.an estimated accuracy of +/- 6 seconds.
 GC1324
 GC1324.The orthometric height was determined by differential leveling
 GC1324.and adjusted by the National Geodetic Survey in June 1991..
 GC1324
 GC1324.The geoid height was determined by GEOID03.
 GC1324
 GC1324.The dynamic height is computed by dividing the NAVD 88
 GC1324.geopotential number by the normal gravity value computed on the
 GC1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1324.degrees latitude (g = 980.6199 gals.).
 GC1324
 GC1324.The modeled gravity was interpolated from observed gravity values.
 GC1324
 GC1324;                    North         East    Units  Estimated Accuracy
 GC1324;SPC TN       -   197,470.      503,290.      MT  (+/- 180 meters Scaled)
 GC1324
 GC1324                          SUPERSEDED SURVEY CONTROL
 GC1324
 GC1324  NGVD 29 (??/??/92)  152.815  (m)          501.36   (f) ADJ UNCH    1 2
 GC1324
 GC1324.Superseded values are not recommended for survey control.
 GC1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1324.See file dsdata.txt to determine how the superseded data were derived.
 GC1324
 GC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE933959(NAD 83)
 GC1324_MARKER: DB = BENCH MARK DISK
 GC1324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1324_SP_SET: BRIDGE
 GC1324_STAMPING: H 172 1948
 GC1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1324
 GC1324  HISTORY     - Date     Condition        Report By
 GC1324  HISTORY     - 1948     MONUMENTED       CGS
 GC1324
 GC1324                          STATION DESCRIPTION
 GC1324
 GC1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1324'1.4 MI W FROM PEGRAM.
 GC1324'1.4 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1324'RAILWAY FROM THE STATION AT PEGRAM, SET IN THE TOP OF THE
 GC1324'NORTHWEST CORNER OF THE EAST BRIDGE SEAT OF A DOUBLE SPAN STEEL
 GC1324'BRIDGE NO. 21.2 OVER HARPETH RIVER, 13.7 FEET NORTH OF THE
 GC1324'NORTH RAIL OF THE TRACK, 1.5 FEET EAST OF THE WEST EDGE OF THE
 GC1324'BRIDGE SEAT, 1 FOOT SOUTH OF THE NORTH END OF THE BRIDGE SEAT
 GC1324'AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1555 ***********************************************************************
 GC1555  DESIGNATION -  H 173
 GC1555  PID         -  GC1555
 GC1555  STATE/COUNTY-  TN/HUMPHREYS
 GC1555  USGS QUAD   -  WAVERLY (1987)
 GC1555
 GC1555                         *CURRENT SURVEY CONTROL
 GC1555  ___________________________________________________________________
 GC1555* NAD 83(1986)-  36 05 09.     (N)    087 45 26.     (W)     SCALED    
 GC1555* NAVD 88     -       173.234  (meters)     568.35   (feet)  ADJUSTED  
 GC1555  ___________________________________________________________________
 GC1555  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1555  DYNAMIC HT  -         173.084 (meters)     567.86  (feet)  COMP
 GC1555  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 GC1555
 GC1555  VERT ORDER  -  FIRST     CLASS II
 GC1555
 GC1555.The horizontal coordinates were scaled from a topographic map and have
 GC1555.an estimated accuracy of +/- 6 seconds.
 GC1555
 GC1555.The orthometric height was determined by differential leveling
 GC1555.and adjusted by the National Geodetic Survey in June 1991..
 GC1555
 GC1555.The geoid height was determined by GEOID03.
 GC1555
 GC1555.The dynamic height is computed by dividing the NAVD 88
 GC1555.geopotential number by the normal gravity value computed on the
 GC1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1555.degrees latitude (g = 980.6199 gals.).
 GC1555
 GC1555.The modeled gravity was interpolated from observed gravity values.
 GC1555
 GC1555;                    North         East    Units  Estimated Accuracy
 GC1555;SPC TN       -   195,860.      441,750.      MT  (+/- 180 meters Scaled)
 GC1555
 GC1555                          SUPERSEDED SURVEY CONTROL
 GC1555
 GC1555  NGVD 29 (??/??/92)  173.257  (m)          568.43   (f) ADJ UNCH    1 2
 GC1555
 GC1555.Superseded values are not recommended for survey control.
 GC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1555.See file dsdata.txt to determine how the superseded data were derived.
 GC1555
 GC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE318937(NAD 83)
 GC1555_MARKER: DB = BENCH MARK DISK
 GC1555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1555_SP_SET: ABUTMENT
 GC1555_STAMPING: H 173 1948
 GC1555_MARK LOGO: CGS   
 GC1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1555+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1987
 GC1555
 GC1555  HISTORY     - Date     Condition        Report By
 GC1555  HISTORY     - 1948     MONUMENTED       CGS
 GC1555  HISTORY     - 1972     GOOD             TVA
 GC1555  HISTORY     - 19870623 GOOD             LOCENG
 GC1555  HISTORY     - 1988     GOOD             USPSQD
 GC1555
 GC1555                          STATION DESCRIPTION
 GC1555
 GC1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1555'2 MI E FROM WAVERLY.
 GC1555'2.0 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1555'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 22 1/2 POLES WEST OF
 GC1555'MILE POST 64, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 GC1555'ABUTMENT OF BRIDGE NO. 64.5, 6.5 FEET SOUTH OF THE SOUTH RAIL OF
 GC1555'THE TRACK AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GC1555
 GC1555                          STATION RECOVERY (1972)
 GC1555
 GC1555'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1555'RECOVERED IN GOOD CONDITION.
 GC1555
 GC1555                          STATION RECOVERY (1987)
 GC1555
 GC1555'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1555'RECOVERED IN GOOD CONDITION.
 GC1555
 GC1555                          STATION RECOVERY (1988)
 GC1555
 GC1555'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0728 ***********************************************************************
 FE0728  DESIGNATION -  H 174
 FE0728  PID         -  FE0728
 FE0728  STATE/COUNTY-  TN/MADISON
 FE0728  USGS QUAD   -  JACKSON NORTH (1983)
 FE0728
 FE0728                         *CURRENT SURVEY CONTROL
 FE0728  ___________________________________________________________________
 FE0728* NAD 83(1986)-  35 37 42.     (N)    088 46 47.     (W)     SCALED    
 FE0728* NAVD 88     -       140.630  (meters)     461.38   (feet)  ADJUSTED  
 FE0728  ___________________________________________________________________
 FE0728  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0728  DYNAMIC HT  -         140.503 (meters)     460.97  (feet)  COMP
 FE0728  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FE0728
 FE0728  VERT ORDER  -  FIRST     CLASS II
 FE0728
 FE0728.The horizontal coordinates were scaled from a topographic map and have
 FE0728.an estimated accuracy of +/- 6 seconds.
 FE0728
 FE0728.The orthometric height was determined by differential leveling
 FE0728.and adjusted by the National Geodetic Survey in June 1991..
 FE0728
 FE0728.The geoid height was determined by GEOID03.
 FE0728
 FE0728.The dynamic height is computed by dividing the NAVD 88
 FE0728.geopotential number by the normal gravity value computed on the
 FE0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0728.degrees latitude (g = 980.6199 gals.).
 FE0728
 FE0728.The modeled gravity was interpolated from observed gravity values.
 FE0728
 FE0728;                    North         East    Units  Estimated Accuracy
 FE0728;SPC TN       -   147,260.      348,250.      MT  (+/- 180 meters Scaled)
 FE0728
 FE0728                          SUPERSEDED SURVEY CONTROL
 FE0728
 FE0728  NGVD 29 (??/??/??)  140.664  (m)          461.50   (f) ADJUSTED    1 2
 FE0728
 FE0728.Superseded values are not recommended for survey control.
 FE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0728.See file dsdata.txt to determine how the superseded data were derived.
 FE0728
 FE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388441(NAD 83)
 FE0728_MARKER: DB = BENCH MARK DISK
 FE0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0728_STAMPING: H 174 1948
 FE0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0728+STABILITY: SURFACE MOTION
 FE0728
 FE0728  HISTORY     - Date     Condition        Report By
 FE0728  HISTORY     - 1948     MONUMENTED       CGS
 FE0728  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0728
 FE0728                          STATION DESCRIPTION
 FE0728
 FE0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0728'2 MI NE FROM JACKSON.
 FE0728'ABOUT 2.0 MILES EAST AND NORTHEAST ALONG LEXINGTON AVENUE AND A ROAD
 FE0728'TO THE MUNICIPAL AIRPORT FROM THE INTERSECTION OF THE GULF,
 FE0728'MOBILE AND OHIO RAILROAD, AT THE MUNICIPAL AIRPORT, 32.5 FEET
 FE0728'SOUTHEAST OF THE SOUTH CORNER OF A LARGE WOODEN HANGAR, 136.5 FEET
 FE0728'NORTHEAST OF THE EAST CORNER OF THE MAIN HANGAR, SET AT THE
 FE0728'SOUTHWEST EDGE OF A CONCRETE APRON IN FRONT OF THE WOODEN HANGAR,
 FE0728'47 FEET NORTHWEST OF THE SOUTH CORNER OF THE CONCRETE APRON, AND
 FE0728'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND APRON.
 FE0728
 FE0728                          STATION RECOVERY (2002)
 FE0728
 FE0728'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0728'SUSPECTED DESTROYED DUE TO OLD AIRPORT NOW BEING A LARGE INDUSTRIAL
 FE0728'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0579 ***********************************************************************
 FE0579  DESIGNATION -  H 175
 FE0579  PID         -  FE0579
 FE0579  STATE/COUNTY-  TN/MCNAIRY
 FE0579  USGS QUAD   -  PURDY (1984)
 FE0579
 FE0579                         *CURRENT SURVEY CONTROL
 FE0579  ___________________________________________________________________
 FE0579* NAD 83(1986)-  35 10 26.     (N)    088 32 30.     (W)     SCALED    
 FE0579* NAVD 88     -       142.512  (meters)     467.56   (feet)  ADJUSTED  
 FE0579  ___________________________________________________________________
 FE0579  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0579  DYNAMIC HT  -         142.379 (meters)     467.12  (feet)  COMP
 FE0579  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FE0579
 FE0579  VERT ORDER  -  FIRST     CLASS II
 FE0579
 FE0579.The horizontal coordinates were scaled from a topographic map and have
 FE0579.an estimated accuracy of +/- 6 seconds.
 FE0579
 FE0579.The orthometric height was determined by differential leveling
 FE0579.and adjusted by the National Geodetic Survey in June 1991..
 FE0579
 FE0579.The geoid height was determined by GEOID03.
 FE0579
 FE0579.The dynamic height is computed by dividing the NAVD 88
 FE0579.geopotential number by the normal gravity value computed on the
 FE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0579.degrees latitude (g = 980.6199 gals.).
 FE0579
 FE0579.The modeled gravity was interpolated from observed gravity values.
 FE0579
 FE0579;                    North         East    Units  Estimated Accuracy
 FE0579;SPC TN       -    96,270.      368,490.      MT  (+/- 180 meters Scaled)
 FE0579
 FE0579                          SUPERSEDED SURVEY CONTROL
 FE0579
 FE0579  NGVD 29 (??/??/??)  142.507  (m)          467.54   (f) ADJUSTED    1 2
 FE0579
 FE0579.Superseded values are not recommended for survey control.
 FE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0579.See file dsdata.txt to determine how the superseded data were derived.
 FE0579
 FE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD596934(NAD 83)
 FE0579_MARKER: DB = BENCH MARK DISK
 FE0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0579_STAMPING: H 175 1949
 FE0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0579+STABILITY: SURFACE MOTION
 FE0579
 FE0579  HISTORY     - Date     Condition        Report By
 FE0579  HISTORY     - 1949     MONUMENTED       CGS
 FE0579  HISTORY     - 1972     GOOD             TVA
 FE0579  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0579
 FE0579                          STATION DESCRIPTION
 FE0579
 FE0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0579'3.3 MI E FROM SELMER.
 FE0579'3.3 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0579'SELMER, MCNAIRY  COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST
 FE0579'GRAVEL ROAD, 142 FEET EAST-NORTHEAST ACROSS THE GRAVEL ROAD FROM
 FE0579'POWER POLE 611, 86 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FE0579'HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 FE0579'14.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE,
 FE0579'2 FEET NORTH OF A STEEL POST, 2 FEET SOUTH OF A WHITE WOODEN
 FE0579'WITNESS POST, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FE0579'A STANDARD DISK, STAMPED H 175 1949 AND SET IN THE TOP OF A
 FE0579'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- POWER
 FE0579'POLE IT HAS BEEN TAKEN DOWN.  18.0 FT SW TO 10 IN CEDAR, 29.5
 FE0579'W TO 16 IN S GUM.
 FE0579
 FE0579                          STATION RECOVERY (1972)
 FE0579
 FE0579'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0579'RECOVERED IN GOOD CONDITION.
 FE0579
 FE0579                          STATION RECOVERY (2002)
 FE0579
 FE0579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0579'SUSPECTED DESTROYED DUE TO HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0881 ***********************************************************************
 FD0881  DESIGNATION -  H 176
 FD0881  PID         -  FD0881
 FD0881  STATE/COUNTY-  TN/LAWRENCE
 FD0881  USGS QUAD   -  SUMMERTOWN (1976)
 FD0881
 FD0881                         *CURRENT SURVEY CONTROL
 FD0881  ___________________________________________________________________
 FD0881* NAD 83(1986)-  35 25 58.     (N)    087 18 27.     (W)     SCALED    
 FD0881* NAVD 88     -       310.469  (meters)    1018.60   (feet)  ADJUSTED  
 FD0881  ___________________________________________________________________
 FD0881  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0881  DYNAMIC HT  -         310.181 (meters)    1017.65  (feet)  COMP
 FD0881  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FD0881
 FD0881  VERT ORDER  -  FIRST     CLASS II
 FD0881
 FD0881.The horizontal coordinates were scaled from a topographic map and have
 FD0881.an estimated accuracy of +/- 6 seconds.
 FD0881
 FD0881.The orthometric height was determined by differential leveling
 FD0881.and adjusted by the National Geodetic Survey in June 1991..
 FD0881
 FD0881.The geoid height was determined by GEOID03.
 FD0881
 FD0881.The dynamic height is computed by dividing the NAVD 88
 FD0881.geopotential number by the normal gravity value computed on the
 FD0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0881.degrees latitude (g = 980.6199 gals.).
 FD0881
 FD0881.The modeled gravity was interpolated from observed gravity values.
 FD0881
 FD0881;                    North         East    Units  Estimated Accuracy
 FD0881;SPC TN       -   122,780.      481,280.      MT  (+/- 180 meters Scaled)
 FD0881
 FD0881                          SUPERSEDED SURVEY CONTROL
 FD0881
 FD0881  NGVD 29 (??/??/92)  310.438  (m)         1018.50   (f) ADJ UNCH    1 2
 FD0881
 FD0881.Superseded values are not recommended for survey control.
 FD0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0881.See file dsdata.txt to determine how the superseded data were derived.
 FD0881
 FD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE720210(NAD 83)
 FD0881_MARKER: DB = BENCH MARK DISK
 FD0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0881_STAMPING: H 176 1949
 FD0881_MARK LOGO: CGS   
 FD0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0881+STABILITY: SURFACE MOTION
 FD0881
 FD0881  HISTORY     - Date     Condition        Report By
 FD0881  HISTORY     - 1949     MONUMENTED       CGS
 FD0881  HISTORY     - 1973     GOOD             TVA
 FD0881  HISTORY     - 1983     GOOD             NGS
 FD0881
 FD0881                          STATION DESCRIPTION
 FD0881
 FD0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0881'AT SUMMERTOWN.
 FD0881'AT SUMMERTOWN, ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 20
 FD0881'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION THENCE ABOUT
 FD0881'0.15 MILE SOUTH ALONG A GRAVEL STREET, AT THE NORTHEAST CORNER
 FD0881'OF THE SUMMERTOWN SCHOOL GROUNDS, 98 FEET WEST OF THE CENTER LINE
 FD0881'OF THE NORTH-SOUTH GRAVEL ROAD, 33 FEET SOUTH OF THE CENTER LINE
 FD0881'OF A GRAVEL ROAD LEADING WEST, 216.5 FEET NORTHEAST OF THE
 FD0881'NORTHEAST CORNER OF THE BRICK ELEMENTARY SCHOOL BUILDING, 150 FEET
 FD0881'WEST AND ACROSS NORTH-SOUTH ROAD FROM THE NORTHWEST CORNER OF
 FD0881'THE SUMMERTOWN METHODIST CHURCH, 23 FEET NORTHWEST OF THE CENTER
 FD0881'LINE OF A DRIVE TO THE SCHOOL, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FD0881'POST, ABOUT LEVEL WITH THE ROAD WEST AND SET IN THE TOP OF A
 FD0881'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE CRESTVIEW POST OFFICE
 FD0881'IS AT THE CROSSING OF THE L. AND N. RR AND STATE HIGHWAY 20 BUT THE
 FD0881'STATION IS SUMMERTOWN.  THE VILLAGE OF SUMMERTOWN IS ABOUT 0.8
 FD0881'MILE WEST OF THE RAILROAD CROSSING.
 FD0881
 FD0881                          STATION RECOVERY (1973)
 FD0881
 FD0881'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0881'RECOVERED IN GOOD CONDITION.
 FD0881
 FD0881                          STATION RECOVERY (1983)
 FD0881
 FD0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0881'RECOVERED IN GOOD CONDITION.
 FD0881'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0273 ***********************************************************************
 GD0273  DESIGNATION -  H 177
 GD0273  PID         -  GD0273
 GD0273  STATE/COUNTY-  TN/WEAKLEY
 GD0273  USGS QUAD   -  DRESDEN (1981)
 GD0273
 GD0273                         *CURRENT SURVEY CONTROL
 GD0273  ___________________________________________________________________
 GD0273* NAD 83(1986)-  36 18 13.     (N)    088 44 30.     (W)     SCALED    
 GD0273* NAVD 88     -       115.150  (meters)     377.79   (feet)  ADJUSTED  
 GD0273  ___________________________________________________________________
 GD0273  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0273  DYNAMIC HT  -         115.055 (meters)     377.48  (feet)  COMP
 GD0273  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GD0273
 GD0273  VERT ORDER  -  FIRST     CLASS II
 GD0273
 GD0273.The horizontal coordinates were scaled from a topographic map and have
 GD0273.an estimated accuracy of +/- 6 seconds.
 GD0273
 GD0273.The orthometric height was determined by differential leveling
 GD0273.and adjusted by the National Geodetic Survey in June 1991..
 GD0273
 GD0273.The geoid height was determined by GEOID03.
 GD0273
 GD0273.The dynamic height is computed by dividing the NAVD 88
 GD0273.geopotential number by the normal gravity value computed on the
 GD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0273.degrees latitude (g = 980.6199 gals.).
 GD0273
 GD0273.The modeled gravity was interpolated from observed gravity values.
 GD0273
 GD0273;                    North         East    Units  Estimated Accuracy
 GD0273;SPC TN       -   222,050.      353,790.      MT  (+/- 180 meters Scaled)
 GD0273
 GD0273                          SUPERSEDED SURVEY CONTROL
 GD0273
 GD0273  NGVD 29 (??/??/??)  115.172  (m)          377.86   (f) ADJUSTED    1 2
 GD0273
 GD0273.Superseded values are not recommended for survey control.
 GD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0273.See file dsdata.txt to determine how the superseded data were derived.
 GD0273
 GD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF436190(NAD 83)
 GD0273_MARKER: DB = BENCH MARK DISK
 GD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0273_STAMPING: H 177 1949
 GD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0273+STABILITY: SURFACE MOTION
 GD0273
 GD0273  HISTORY     - Date     Condition        Report By
 GD0273  HISTORY     - 1949     MONUMENTED       CGS
 GD0273  HISTORY     - 1967     GOOD             CGS
 GD0273
 GD0273                          STATION DESCRIPTION
 GD0273
 GD0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0273'2.4 MI NW FROM DRESDEN.
 GD0273'ABOUT 2.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0273'RAILROAD FROM THE STATION IN DRESDEN, BETWEEN TELEGRAPH POLES
 GD0273'134/11 AND 134/12, 50 FEET SOUTH-SOUTHEAST OF AN OLD ABANDONED
 GD0273'RAILROAD AND DIRT ROAD CROSSING, 26 FEET SOUTHWEST OF THE
 GD0273'SOUTHWEST RAIL OF THE RAILROAD TRACK, 25 FEET EAST OF THE
 GD0273'APPROXIMATE CENTER OF THE ABANDONED DIRT ROAD, 13.5 FEET
 GD0273'SOUTHEAST OF A RAILROAD CROSSING SIGN, 6.5 FEET SOUTHEAST OF A
 GD0273'FENCE CORNER POST, 2 FEET NORTHEAST OF A FENCE, AND 1.8 FEET
 GD0273'NORTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET
 GD0273'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD0273'3 INCHES AND IS ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0195 ***********************************************************************
 FD0195  DESIGNATION -  H 178
 FD0195  PID         -  FD0195
 FD0195  STATE/COUNTY-  TN/FRANKLIN
 FD0195  USGS QUAD   -  HUNTLAND (1972)
 FD0195
 FD0195                         *CURRENT SURVEY CONTROL
 FD0195  ___________________________________________________________________
 FD0195* NAD 83(1986)-  35 03 18.     (N)    086 15 15.     (W)     SCALED    
 FD0195* NAVD 88     -       272.915  (meters)     895.39   (feet)  ADJUSTED  
 FD0195  ___________________________________________________________________
 FD0195  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0195  DYNAMIC HT  -         272.645 (meters)     894.50  (feet)  COMP
 FD0195  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 FD0195
 FD0195  VERT ORDER  -  FIRST     CLASS II
 FD0195
 FD0195.The horizontal coordinates were scaled from a topographic map and have
 FD0195.an estimated accuracy of +/- 6 seconds.
 FD0195
 FD0195.The orthometric height was determined by differential leveling
 FD0195.and adjusted by the National Geodetic Survey in June 1991..
 FD0195
 FD0195.The geoid height was determined by GEOID03.
 FD0195
 FD0195.The dynamic height is computed by dividing the NAVD 88
 FD0195.geopotential number by the normal gravity value computed on the
 FD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0195.degrees latitude (g = 980.6199 gals.).
 FD0195
 FD0195.The modeled gravity was interpolated from observed gravity values.
 FD0195
 FD0195;                    North         East    Units  Estimated Accuracy
 FD0195;SPC TN       -    80,100.      576,810.      MT  (+/- 180 meters Scaled)
 FD0195
 FD0195                          SUPERSEDED SURVEY CONTROL
 FD0195
 FD0195  NGVD 29 (??/??/92)  272.878  (m)          895.27   (f) ADJ UNCH    1 2
 FD0195
 FD0195.Superseded values are not recommended for survey control.
 FD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0195.See file dsdata.txt to determine how the superseded data were derived.
 FD0195
 FD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED680793(NAD 83)
 FD0195_MARKER: DB = BENCH MARK DISK
 FD0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0195_STAMPING: H 178 1949
 FD0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0195+STABILITY: SURFACE MOTION
 FD0195
 FD0195  HISTORY     - Date     Condition        Report By
 FD0195  HISTORY     - 1949     MONUMENTED       CGS
 FD0195
 FD0195                          STATION DESCRIPTION
 FD0195
 FD0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0195'0.9 MI NE FROM HUNTLAND.
 FD0195'0.9 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0195'RAILWAY FROM THE STATION AT HUNTLAND, ABOUT 0.6 MILE SOUTHWEST
 FD0195'OF THE STATION AT BEANS CREEK, ABOUT 340 FEET SOUTHWEST AND
 FD0195'ACROSS TRACK FROM MILE POST 15, AT A PRIVATE ROAD CROSSING,
 FD0195'130 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE,
 FD0195'69 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 63 FEET
 FD0195'NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTH-SOUTHWEST OF A
 FD0195'28-INCH OAK TREE, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FD0195'PRIVATE ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 FD0195'4 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0195'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0176 ***********************************************************************
 FD0176  DESIGNATION -  H 179
 FD0176  PID         -  FD0176
 FD0176  STATE/COUNTY-  TN/LINCOLN
 FD0176  USGS QUAD   -  FLINTVILLE (1972)
 FD0176
 FD0176                         *CURRENT SURVEY CONTROL
 FD0176  ___________________________________________________________________
 FD0176* NAD 83(1986)-  35 05 02.     (N)    086 26 30.     (W)     SCALED    
 FD0176* NAVD 88     -       284.150  (meters)     932.25   (feet)  ADJUSTED  
 FD0176  ___________________________________________________________________
 FD0176  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0176  DYNAMIC HT  -         283.879 (meters)     931.36  (feet)  COMP
 FD0176  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FD0176
 FD0176  VERT ORDER  -  FIRST     CLASS II
 FD0176
 FD0176.The horizontal coordinates were scaled from a topographic map and have
 FD0176.an estimated accuracy of +/- 6 seconds.
 FD0176
 FD0176.The orthometric height was determined by differential leveling
 FD0176.and adjusted by the National Geodetic Survey in June 1991..
 FD0176
 FD0176.The geoid height was determined by GEOID03.
 FD0176
 FD0176.The dynamic height is computed by dividing the NAVD 88
 FD0176.geopotential number by the normal gravity value computed on the
 FD0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0176.degrees latitude (g = 980.6199 gals.).
 FD0176
 FD0176.The modeled gravity was interpolated from observed gravity values.
 FD0176
 FD0176;                    North         East    Units  Estimated Accuracy
 FD0176;SPC TN       -    83,370.      559,720.      MT  (+/- 180 meters Scaled)
 FD0176
 FD0176                          SUPERSEDED SURVEY CONTROL
 FD0176
 FD0176  NGVD 29 (??/??/92)  284.117  (m)          932.14   (f) ADJ UNCH    1 2
 FD0176
 FD0176.Superseded values are not recommended for survey control.
 FD0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0176.See file dsdata.txt to determine how the superseded data were derived.
 FD0176
 FD0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED508824(NAD 83)
 FD0176_MARKER: DB = BENCH MARK DISK
 FD0176_SETTING: 66 = SET IN ROCK OUTCROP
 FD0176_SP_SET: ROCK LEDGE
 FD0176_STAMPING: H 179 1949
 FD0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0176+STABILITY: POSITION/ELEVATION WELL
 FD0176
 FD0176  HISTORY     - Date     Condition        Report By
 FD0176  HISTORY     - 1949     MONUMENTED       CGS
 FD0176  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0176
 FD0176                          STATION DESCRIPTION
 FD0176
 FD0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0176'1.9 MI NW FROM FLINTVILLE.
 FD0176'1.9 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0176'ST. LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, ABOUT 0.3
 FD0176'MILE NORTHWEST OF THE ROAD CROSSING AND FLAG STATION AT BRIGHTON,
 FD0176'ABOUT 3.3 MILES SOUTHEAST OF THE STATION AT KELSO, AT THE NORTHWEST
 FD0176'END OF A CUT, SET IN A ROCK LEDGE AT THE SOUTHEAST CORNER OF
 FD0176'A SPRING WITH CONCRETE AND ROCK WALLS, 8 1/2 FEET SOUTHWEST
 FD0176'OF THE SOUTHWEST RAIL, 3.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FD0176'CORNER OF THE SPRING WALL AND ABOUT 1 FOOT ABOVE THE TRACK.
 FD0176
 FD0176                          STATION RECOVERY (2001)
 FD0176
 FD0176'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0221 ***********************************************************************
 GD0221  DESIGNATION -  H 18 RESET
 GD0221  PID         -  GD0221
 GD0221  STATE/COUNTY-  TN/HENRY
 GD0221  USGS QUAD   -  PARIS (1986)
 GD0221
 GD0221                         *CURRENT SURVEY CONTROL
 GD0221  ___________________________________________________________________
 GD0221* NAD 83(1986)-  36 19 16.     (N)    088 19 40.     (W)     SCALED    
 GD0221* NAVD 88     -       151.42   (+/-2cm)     496.8    (feet)  VERTCON   
 GD0221  ___________________________________________________________________
 GD0221  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0221
 GD0221  VERT ORDER  -  THIRD (See Below)
 GD0221
 GD0221.The horizontal coordinates were scaled from a topographic map and have
 GD0221.an estimated accuracy of +/- 6 seconds.
 GD0221
 GD0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0221.The vertical order pertains to the NGVD 29 superseded value.
 GD0221
 GD0221.The geoid height was determined by GEOID03.
 GD0221
 GD0221;                    North         East    Units  Estimated Accuracy
 GD0221;SPC TN       -   223,030.      391,000.      MT  (+/- 180 meters Scaled)
 GD0221
 GD0221                          SUPERSEDED SURVEY CONTROL
 GD0221
 GD0221  NGVD 29 (??/??/??)  151.46   (m)          496.9    (f) RESET       3  
 GD0221
 GD0221.Superseded values are not recommended for survey control.
 GD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0221.See file dsdata.txt to determine how the superseded data were derived.
 GD0221
 GD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF808203(NAD 83)
 GD0221_MARKER: DB = BENCH MARK DISK
 GD0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0221_STAMPING: H 18 RESET 1950
 GD0221_MARK LOGO: CGS   
 GD0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0221+STABILITY: SURFACE MOTION
 GD0221
 GD0221  HISTORY     - Date     Condition        Report By
 GD0221  HISTORY     - 1950     MONUMENTED       CGS
 GD0221  HISTORY     - 1968     GOOD             CGS
 GD0221  HISTORY     - 1971     GOOD             NGS
 GD0221
 GD0221                          STATION DESCRIPTION
 GD0221
 GD0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0221'1.3 MI N FROM PARIS.
 GD0221'THE MARK IS ABOUT 1.3 MILES NORTH ALONG THE OLD NASHVILLE,
 GD0221'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN PARIS.
 GD0221'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 181
 GD0221'FEET SOUTH OF TELEGRAPH POLE 62/25, 92 FEET WEST OF THE NORTHWEST
 GD0221'CORNER OF A BRICK HOUSE, 68 FEET SOUTH OF THE APPROXIMATE CENTER
 GD0221'OF THE CROSSING OF CEDAR STREET, 22 FEET SOUTH OF A TELEGRAPH
 GD0221'POLE, 16.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 GD0221'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT
 GD0221'5 FEET BELOW THE LEVEL OF THE TRACKS.  IT IS A STANDARD DISK SET
 GD0221'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD0221'THE DISK IS STAMPED H 18 RESET 1950.  NOTE-- C AND GS POST AND
 GD0221'SIGN.
 GD0221
 GD0221                          STATION RECOVERY (1971)
 GD0221
 GD0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0319 ***********************************************************************
 FD0319  DESIGNATION -  H 180
 FD0319  PID         -  FD0319
 FD0319  STATE/COUNTY-  TN/MARSHALL
 FD0319  USGS QUAD   -  PETERSBURG (1980)
 FD0319
 FD0319                         *CURRENT SURVEY CONTROL
 FD0319  ___________________________________________________________________
 FD0319* NAD 83(1986)-  35 19 35.     (N)    086 39 06.     (W)     SCALED    
 FD0319* NAVD 88     -       230.091  (meters)     754.89   (feet)  ADJUSTED  
 FD0319  ___________________________________________________________________
 FD0319  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0319  DYNAMIC HT  -         229.881 (meters)     754.20  (feet)  COMP
 FD0319  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 FD0319
 FD0319  VERT ORDER  -  FIRST     CLASS II
 FD0319
 FD0319.The horizontal coordinates were scaled from a topographic map and have
 FD0319.an estimated accuracy of +/- 6 seconds.
 FD0319
 FD0319.The orthometric height was determined by differential leveling
 FD0319.and adjusted by the National Geodetic Survey in June 1991..
 FD0319
 FD0319.The geoid height was determined by GEOID03.
 FD0319
 FD0319.The dynamic height is computed by dividing the NAVD 88
 FD0319.geopotential number by the normal gravity value computed on the
 FD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0319.degrees latitude (g = 980.6199 gals.).
 FD0319
 FD0319.The modeled gravity was interpolated from observed gravity values.
 FD0319
 FD0319;                    North         East    Units  Estimated Accuracy
 FD0319;SPC TN       -   110,380.      540,750.      MT  (+/- 180 meters Scaled)
 FD0319
 FD0319                          SUPERSEDED SURVEY CONTROL
 FD0319
 FD0319  NGVD 29 (??/??/92)  230.069  (m)          754.82   (f) ADJ UNCH    1 2
 FD0319
 FD0319.Superseded values are not recommended for survey control.
 FD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0319.See file dsdata.txt to determine how the superseded data were derived.
 FD0319
 FD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE316092(NAD 83)
 FD0319_MARKER: DB = BENCH MARK DISK
 FD0319_SETTING: 66 = SET IN ROCK OUTCROP
 FD0319_SP_SET: SET IN ROCK OUTCROP
 FD0319_STAMPING: H 180 1949
 FD0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0319+STABILITY: POSITION/ELEVATION WELL
 FD0319
 FD0319  HISTORY     - Date     Condition        Report By
 FD0319  HISTORY     - 1949     MONUMENTED       CGS
 FD0319
 FD0319                          STATION DESCRIPTION
 FD0319
 FD0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0319'1.2 MI NW FROM PETERSBURG.
 FD0319'1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0319'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0319'SET IN THE TOP OF A ROCK OUTCROP, 295 FEET SOUTHEAST OF THE CENTER
 FD0319'OF THE CROSSING, 37 1/2 FEET EAST-SOUTHEAST OF POLE NO. 53/10,
 FD0319'12 FEET NORTHEAST OF THE R/W FENCE LINE, 9 1/2 FEET SOUTHWEST
 FD0319'OF THE SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0189 ***********************************************************************
 GD0189  DESIGNATION -  H 181
 GD0189  PID         -  GD0189
 GD0189  STATE/COUNTY-  TN/HENRY
 GD0189  USGS QUAD   -  PARIS (1986)
 GD0189
 GD0189                         *CURRENT SURVEY CONTROL
 GD0189  ___________________________________________________________________
 GD0189* NAD 83(1986)-  36 20 24.     (N)    088 22 29.     (W)     SCALED    
 GD0189* NAVD 88     -       175.005  (meters)     574.16   (feet)  ADJUSTED  
 GD0189  ___________________________________________________________________
 GD0189  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0189  DYNAMIC HT  -         174.861 (meters)     573.69  (feet)  COMP
 GD0189  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GD0189
 GD0189  VERT ORDER  -  FIRST     CLASS II
 GD0189
 GD0189.This mark is at Henry County Airport (PHT)
 GD0189
 GD0189.The horizontal coordinates were scaled from a topographic map and have
 GD0189.an estimated accuracy of +/- 6 seconds.
 GD0189
 GD0189.The orthometric height was determined by differential leveling
 GD0189.and adjusted by the National Geodetic Survey in June 1991..
 GD0189
 GD0189.The geoid height was determined by GEOID03.
 GD0189
 GD0189.The dynamic height is computed by dividing the NAVD 88
 GD0189.geopotential number by the normal gravity value computed on the
 GD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0189.degrees latitude (g = 980.6199 gals.).
 GD0189
 GD0189.The modeled gravity was interpolated from observed gravity values.
 GD0189
 GD0189;                    North         East    Units  Estimated Accuracy
 GD0189;SPC TN       -   225,230.      386,830.      MT  (+/- 180 meters Scaled)
 GD0189
 GD0189                          SUPERSEDED SURVEY CONTROL
 GD0189
 GD0189  NGVD 29 (??/??/??)  175.045  (m)          574.29   (f) ADJUSTED    1 2
 GD0189
 GD0189.Superseded values are not recommended for survey control.
 GD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0189.See file dsdata.txt to determine how the superseded data were derived.
 GD0189
 GD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF766225(NAD 83)
 GD0189_MARKER: DB = BENCH MARK DISK
 GD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0189_SP_SET: SQUARE CONCRETE MONUMENT
 GD0189_STAMPING: H 181 1949
 GD0189_MARK LOGO: CGS   
 GD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0189+STABILITY: SURFACE MOTION
 GD0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0189+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1987
 GD0189
 GD0189  HISTORY     - Date     Condition        Report By
 GD0189  HISTORY     - 1949     MONUMENTED       CGS
 GD0189  HISTORY     - 1968     GOOD             CGS
 GD0189  HISTORY     - 1971     GOOD             NGS
 GD0189  HISTORY     - 1987     GOOD             LOCSUR
 GD0189  HISTORY     - 19870617 GOOD             LOCENG
 GD0189
 GD0189                          STATION DESCRIPTION
 GD0189
 GD0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0189'4.3 MI NW FROM PARIS.
 GD0189'THE MARK IS ABOUT 4.3 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0189'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0189'PARIS AT THE EAST CORNER OF THE HENRY COUNTY AIRPORT, 52 FEET
 GD0189'SOUTH OF THE APPROXIMATE CENTER OF THE AIRPORT DRIVE, 50 FEET
 GD0189'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 23.5
 GD0189'FEET WEST OF AND UNDERGROUND TELEPHONE CABLE RISER, 1.5 FEET
 GD0189'NORTH OF A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 GD0189'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD0189'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GD0189'H 181 1949.  NOTE-- C AND GS POST AND SIGN AT MONUMENT.
 GD0189
 GD0189                          STATION RECOVERY (1971)
 GD0189
 GD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0189'RECOVERED IN GOOD CONDITION.
 GD0189
 GD0189                          STATION RECOVERY (1987)
 GD0189
 GD0189'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0189'RECOVERED IN GOOD CONDITION.
 GD0189
 GD0189                          STATION RECOVERY (1987)
 GD0189
 GD0189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1390 ***********************************************************************
 GC1390  DESIGNATION -  H 182
 GC1390  PID         -  GC1390
 GC1390  STATE/COUNTY-  TN/MONTGOMERY
 GC1390  USGS QUAD   -  EXCELL (1983)
 GC1390
 GC1390                         *CURRENT SURVEY CONTROL
 GC1390  ___________________________________________________________________
 GC1390* NAD 83(1986)-  36 26 54.     (N)    087 17 55.     (W)     SCALED    
 GC1390* NAVD 88     -       122.673  (meters)     402.47   (feet)  ADJUSTED  
 GC1390  ___________________________________________________________________
 GC1390  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1390  DYNAMIC HT  -         122.570 (meters)     402.13  (feet)  COMP
 GC1390  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GC1390
 GC1390  VERT ORDER  -  FIRST     CLASS II
 GC1390
 GC1390.The horizontal coordinates were scaled from a topographic map and have
 GC1390.an estimated accuracy of +/- 6 seconds.
 GC1390
 GC1390.The orthometric height was determined by differential leveling
 GC1390.and adjusted by the National Geodetic Survey in June 1991..
 GC1390
 GC1390.The geoid height was determined by GEOID03.
 GC1390
 GC1390.The dynamic height is computed by dividing the NAVD 88
 GC1390.geopotential number by the normal gravity value computed on the
 GC1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1390.degrees latitude (g = 980.6199 gals.).
 GC1390
 GC1390.The modeled gravity was interpolated from observed gravity values.
 GC1390
 GC1390;                    North         East    Units  Estimated Accuracy
 GC1390;SPC TN       -   235,440.      483,580.      MT  (+/- 180 meters Scaled)
 GC1390
 GC1390                          SUPERSEDED SURVEY CONTROL
 GC1390
 GC1390  NGVD 29 (??/??/92)  122.735  (m)          402.67   (f) ADJ UNCH    1 2
 GC1390
 GC1390.Superseded values are not recommended for survey control.
 GC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1390.See file dsdata.txt to determine how the superseded data were derived.
 GC1390
 GC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732337(NAD 83)
 GC1390_MARKER: DB = BENCH MARK DISK
 GC1390_SETTING: 66 = SET IN ROCK OUTCROP
 GC1390_SP_SET: ROCK CUT
 GC1390_STAMPING: H 182 1949
 GC1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1390+STABILITY: POSITION/ELEVATION WELL
 GC1390
 GC1390  HISTORY     - Date     Condition        Report By
 GC1390  HISTORY     - 1949     MONUMENTED       CGS
 GC1390  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1390
 GC1390                          STATION DESCRIPTION
 GC1390
 GC1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1390'8 MI SE FROM CLARKSVILLE.
 GC1390'7.95 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1390'STATION AT CLARKSVILLE, 187.5 FEET NORTH AND ACROSS THE TRACK
 GC1390'FROM MILE POST H 48, 218 YARDS SOUTH OF THE SOUTH END OF TRESTLE
 GC1390'NO. H 48-18, 152 YARDS NORTH OF THE NORTH END OF TRESTLE NO.
 GC1390'H 48-91, 8 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF A RECESS
 GC1390'IN ROCK CUT AND ABOUT 1 FOOT ABOVE THE TRACK.
 GC1390
 GC1390                          STATION RECOVERY (1984)
 GC1390
 GC1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1390'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1291 ***********************************************************************
 EE1291  DESIGNATION -  H 183
 EE1291  PID         -  EE1291
 EE1291  STATE/COUNTY-  TN/MARION
 EE1291  USGS QUAD   -  BRIDGEPORT (1983)
 EE1291
 EE1291                         *CURRENT SURVEY CONTROL
 EE1291  ___________________________________________________________________
 EE1291* NAD 83(1986)-  34 59 45.     (N)    085 43 00.     (W)     SCALED    
 EE1291* NAVD 88     -       187.211  (meters)     614.21   (feet)  ADJUSTED  
 EE1291  ___________________________________________________________________
 EE1291  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1291  DYNAMIC HT  -         187.027 (meters)     613.60  (feet)  COMP
 EE1291  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EE1291
 EE1291  VERT ORDER  -  FIRST     CLASS II
 EE1291
 EE1291.The horizontal coordinates were scaled from a topographic map and have
 EE1291.an estimated accuracy of +/- 6 seconds.
 EE1291
 EE1291.The orthometric height was determined by differential leveling
 EE1291.and adjusted by the National Geodetic Survey in June 1991..
 EE1291
 EE1291.The geoid height was determined by GEOID03.
 EE1291
 EE1291.The dynamic height is computed by dividing the NAVD 88
 EE1291.geopotential number by the normal gravity value computed on the
 EE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1291.degrees latitude (g = 980.6199 gals.).
 EE1291
 EE1291.The modeled gravity was interpolated from observed gravity values.
 EE1291
 EE1291;                    North         East    Units  Estimated Accuracy
 EE1291;SPC TN       -    73,540.      625,870.      MT  (+/- 180 meters Scaled)
 EE1291
 EE1291                          SUPERSEDED SURVEY CONTROL
 EE1291
 EE1291  NGVD 29 (??/??/92)  187.213  (m)          614.21   (f) ADJ UNCH    1 2
 EE1291
 EE1291.Superseded values are not recommended for survey control.
 EE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1291.See file dsdata.txt to determine how the superseded data were derived.
 EE1291
 EE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD171733(NAD 83)
 EE1291_MARKER: DB = BENCH MARK DISK
 EE1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1291_SP_SET: CULVERT
 EE1291_STAMPING: H 183 1950
 EE1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1291
 EE1291  HISTORY     - Date     Condition        Report By
 EE1291  HISTORY     - 1950     MONUMENTED       CGS
 EE1291  HISTORY     - 1963     GOOD             NGS
 EE1291  HISTORY     - 1983     GOOD             NGS
 EE1291
 EE1291                          STATION DESCRIPTION
 EE1291
 EE1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE1291'0.7 MI NE FROM RICHARD CITY.
 EE1291'ABOUT 0.7 MILE NORTHEASTERLY ALONG THE SEQUACHEE VALLEY BRANCH
 EE1291'OF THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT
 EE1291'RICHARD CITY WHICH STATION IS ABOUT 75 YARDS N OF THE STATE
 EE1291'LINE, AT A 6- BY 8-FOOT CONCRETE BOX CULVERT UNDER THE RAILROAD,
 EE1291'8.8 FEET NW OF NW RAIL, 2.7 FEET LOWER THAN TOP OF SAME, 0.65
 EE1291'FOOT SW OF NE END OF THE NW 11-1/2-FOOT HEADWALL, SET IN A DRILL
 EE1291'HOLE IN TOP OF THE HEADWALL.
 EE1291
 EE1291                          STATION RECOVERY (1983)
 EE1291
 EE1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1110 ***********************************************************************
 FC1110  DESIGNATION -  H 184
 FC1110  PID         -  FC1110
 FC1110  STATE/COUNTY-  TN/HAMILTON
 FC1110  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1110
 FC1110                         *CURRENT SURVEY CONTROL
 FC1110  ___________________________________________________________________
 FC1110* NAD 83(1986)-  35 05 30.     (N)    085 14 16.     (W)     SCALED    
 FC1110* NAVD 88     -       206.551  (meters)     677.66   (feet)  ADJUSTED  
 FC1110  ___________________________________________________________________
 FC1110  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1110  DYNAMIC HT  -         206.346 (meters)     676.99  (feet)  COMP
 FC1110  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 FC1110
 FC1110  VERT ORDER  -  FIRST     CLASS II
 FC1110
 FC1110.The horizontal coordinates were scaled from a topographic map and have
 FC1110.an estimated accuracy of +/- 6 seconds.
 FC1110
 FC1110.The orthometric height was determined by differential leveling
 FC1110.and adjusted by the National Geodetic Survey in June 1991..
 FC1110
 FC1110.The geoid height was determined by GEOID03.
 FC1110
 FC1110.The dynamic height is computed by dividing the NAVD 88
 FC1110.geopotential number by the normal gravity value computed on the
 FC1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1110.degrees latitude (g = 980.6199 gals.).
 FC1110
 FC1110.The modeled gravity was interpolated from observed gravity values.
 FC1110
 FC1110;                    North         East    Units  Estimated Accuracy
 FC1110;SPC TN       -    84,410.      669,510.      MT  (+/- 180 meters Scaled)
 FC1110
 FC1110                          SUPERSEDED SURVEY CONTROL
 FC1110
 FC1110  NGVD 29 (??/??/92)  206.592  (m)          677.79   (f) ADJ UNCH    1 2
 FC1110
 FC1110.Superseded values are not recommended for survey control.
 FC1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1110.See file dsdata.txt to determine how the superseded data were derived.
 FC1110
 FC1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD606846(NAD 83)
 FC1110_MARKER: DB = BENCH MARK DISK
 FC1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1110_STAMPING: H 184 1950
 FC1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1110+STABILITY: SURFACE MOTION
 FC1110
 FC1110  HISTORY     - Date     Condition        Report By
 FC1110  HISTORY     - 1950     MONUMENTED       CGS
 FC1110  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1110
 FC1110                          STATION DESCRIPTION
 FC1110
 FC1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1110'1.5 MI NE FROM BOYCE.
 FC1110'ABOUT 1.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1110'AT BOYCE, ABOUT 0.2 MILE NORTHEAST OF A BRIDGE OVER CHICKAMAUGA
 FC1110'CREEK, ABOUT 0.75 MILE SOUTHWEST OF THE SOUTH END OF THE BRIDGE
 FC1110'OVER THE TENNESSEE RIVER, AT A BLACK TOP ROAD CROSSING, 81 FEET
 FC1110'EAST OF THE CENTER OF THE CROSSING, 75 FEET SOUTHEAST OF THE
 FC1110'SOUTHEAST RAIL, 28 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC1110'BLACK TOP ROAD AT JUNCTION OF A GRAVEL ROAD SOUTHWEST, 15 FEET
 FC1110'NORTH-NORTHEAST OF POWER POLE NO. N 1055, 2 1/2 FEET EAST-SOUTHEAST
 FC1110'OF T.V.A. PROPERTY MARKER POST NO. LS2-2-1, 1 1/2 FEET NORTHWEST
 FC1110'OF A T.V.A. STEEL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE TRACK
 FC1110'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1110
 FC1110                          STATION RECOVERY (1972)
 FC1110
 FC1110'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0288 ***********************************************************************
 FD0288  DESIGNATION -  H 185
 FD0288  PID         -  FD0288
 FD0288  STATE/COUNTY-  TN/MARSHALL
 FD0288  USGS QUAD   -  LEWISBURG (1981)
 FD0288
 FD0288                         *CURRENT SURVEY CONTROL
 FD0288  ___________________________________________________________________
 FD0288* NAD 83(1986)-  35 29 57.     (N)    086 51 25.     (W)     SCALED    
 FD0288* NAVD 88     -       242.330  (meters)     795.04   (feet)  ADJUSTED  
 FD0288  ___________________________________________________________________
 FD0288  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0288  DYNAMIC HT  -         242.114 (meters)     794.34  (feet)  COMP
 FD0288  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FD0288
 FD0288  VERT ORDER  -  FIRST     CLASS II
 FD0288
 FD0288.The horizontal coordinates were scaled from a topographic map and have
 FD0288.an estimated accuracy of +/- 6 seconds.
 FD0288
 FD0288.The orthometric height was determined by differential leveling
 FD0288.and adjusted by the National Geodetic Survey in June 1991..
 FD0288
 FD0288.The geoid height was determined by GEOID03.
 FD0288
 FD0288.The dynamic height is computed by dividing the NAVD 88
 FD0288.geopotential number by the normal gravity value computed on the
 FD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0288.degrees latitude (g = 980.6199 gals.).
 FD0288
 FD0288.The modeled gravity was interpolated from observed gravity values.
 FD0288
 FD0288;                    North         East    Units  Estimated Accuracy
 FD0288;SPC TN       -   129,690.      522,250.      MT  (+/- 180 meters Scaled)
 FD0288
 FD0288                          SUPERSEDED SURVEY CONTROL
 FD0288
 FD0288  NGVD 29 (??/??/92)  242.305  (m)          794.96   (f) ADJ UNCH    1 2
 FD0288
 FD0288.Superseded values are not recommended for survey control.
 FD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0288.See file dsdata.txt to determine how the superseded data were derived.
 FD0288
 FD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE129284(NAD 83)
 FD0288_MARKER: DB = BENCH MARK DISK
 FD0288_SETTING: 66 = SET IN ROCK OUTCROP
 FD0288_SP_SET: ROCK OUTCROP
 FD0288_STAMPING: H 185 1949
 FD0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0288+STABILITY: POSITION/ELEVATION WELL
 FD0288
 FD0288  HISTORY     - Date     Condition        Report By
 FD0288  HISTORY     - 1949     MONUMENTED       CGS
 FD0288
 FD0288                          STATION DESCRIPTION
 FD0288
 FD0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0288'2.2 MI SE FROM BRYANT.
 FD0288'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0288'SCHOOL AT BRYANT, THENCE ABOUT 1.05 MILES EAST ALONG A GRAVEL
 FD0288'ROAD, AT A WHITE HOUSE NORTH OF ROAD, SET IN A SMALL ROCK
 FD0288'OUTCROP PROJECTING ABOUT 8 INCHES IN SOUTH PART OF LAWN TO
 FD0288'HOUSE, 96 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 1/2
 FD0288'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 FD0288'21.8 FEET NORTHEAST OF A 24-INCH BLACK LOCUST TREE, 33 FEET
 FD0288'WEST-NORTHWEST OF A 24-INCH MAPLE TREE, AND ABOUT 4 FEET ABOVE
 FD0288'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1345 ***********************************************************************
 FD1345  DESIGNATION -  H 186 RESET
 FD1345  PID         -  FD1345
 FD1345  STATE/COUNTY-  TN/RUTHERFORD
 FD1345  USGS QUAD   -  WALTERHILL (1998)
 FD1345
 FD1345                         *CURRENT SURVEY CONTROL
 FD1345  ___________________________________________________________________
 FD1345* NAD 83(1986)-  35 55 42.     (N)    086 28 20.     (W)     SCALED    
 FD1345* NAVD 88     -       171.01   (meters)     561.1    (feet)  RESET     
 FD1345  ___________________________________________________________________
 FD1345  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD1345
 FD1345  VERT ORDER  -  THIRD
 FD1345
 FD1345.The horizontal coordinates were scaled from a topographic map and have
 FD1345.an estimated accuracy of +/- 6 seconds.
 FD1345
 FD1345.The orthometric height was computed from unverified reset data.
 FD1345.No vertical observational check was made to the station.
 FD1345
 FD1345.The geoid height was determined by GEOID03.
 FD1345
 FD1345;                    North         East    Units  Estimated Accuracy
 FD1345;SPC TN       -   177,070.      557,390.      MT  (+/- 180 meters Scaled)
 FD1345
 FD1345                          SUPERSEDED SURVEY CONTROL
 FD1345
 FD1345  NGVD 29 (10/12/01)  171.03   (m)          561.1    (f) RESET       3  
 FD1345
 FD1345.Superseded values are not recommended for survey control.
 FD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1345.See file dsdata.txt to determine how the superseded data were derived.
 FD1345
 FD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE476761(NAD 83)
 FD1345_MARKER: DB = BENCH MARK DISK
 FD1345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1345_SP_SET: HEADWALL
 FD1345_STAMPING: H 186 RESET 1981
 FD1345_MARK LOGO: NGS   
 FD1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1345+STABILITY: SURFACE MOTION
 FD1345
 FD1345  HISTORY     - Date     Condition        Report By
 FD1345  HISTORY     - 1981     MONUMENTED       NGS
 FD1345
 FD1345                          STATION DESCRIPTION
 FD1345
 FD1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FD1345'4.55 MI SE FROM SMYRNA.
 FD1345'4.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 AND 705 FROM THE SMYRNA
 FD1345'CITY HALL, IN THE TOP AND NORTH END OF A CONCRETE HEADWALL,AND
 FD1345'34 FEET WEST OF THE SOUTHBOUND LANE OF THE HIGHWAY.
 FD1345'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 FD1345'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0409 ***********************************************************************
 GC0409  DESIGNATION -  H 187
 GC0409  PID         -  GC0409
 GC0409  STATE/COUNTY-  TN/DAVIDSON
 GC0409  USGS QUAD   -  ANTIOCH (1983)
 GC0409
 GC0409                         *CURRENT SURVEY CONTROL
 GC0409  ___________________________________________________________________
 GC0409* NAD 83(1986)-  36 05 15.     (N)    086 41 17.     (W)     SCALED    
 GC0409* NAVD 88     -       156.591  (meters)     513.75   (feet)  ADJUSTED  
 GC0409  ___________________________________________________________________
 GC0409  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0409  DYNAMIC HT  -         156.456 (meters)     513.31  (feet)  COMP
 GC0409  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 GC0409
 GC0409  VERT ORDER  -  FIRST     CLASS II
 GC0409
 GC0409.The horizontal coordinates were scaled from a topographic map and have
 GC0409.an estimated accuracy of +/- 6 seconds.
 GC0409
 GC0409.The orthometric height was determined by differential leveling
 GC0409.and adjusted by the National Geodetic Survey in June 1991..
 GC0409
 GC0409.The geoid height was determined by GEOID03.
 GC0409
 GC0409.The dynamic height is computed by dividing the NAVD 88
 GC0409.geopotential number by the normal gravity value computed on the
 GC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0409.degrees latitude (g = 980.6199 gals.).
 GC0409
 GC0409.The modeled gravity was interpolated from observed gravity values.
 GC0409
 GC0409;                    North         East    Units  Estimated Accuracy
 GC0409;SPC TN       -   194,840.      538,030.      MT  (+/- 180 meters Scaled)
 GC0409
 GC0409                          SUPERSEDED SURVEY CONTROL
 GC0409
 GC0409  NGVD 29 (??/??/92)  156.614  (m)          513.82   (f) ADJ UNCH    1 2
 GC0409
 GC0409.Superseded values are not recommended for survey control.
 GC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0409.See file dsdata.txt to determine how the superseded data were derived.
 GC0409
 GC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE280936(NAD 83)
 GC0409_MARKER: DB = BENCH MARK DISK
 GC0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0409_STAMPING: H 187 1949
 GC0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0409+STABILITY: SURFACE MOTION
 GC0409
 GC0409  HISTORY     - Date     Condition        Report By
 GC0409  HISTORY     - 1949     MONUMENTED       CGS
 GC0409
 GC0409                          STATION DESCRIPTION
 GC0409
 GC0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0409'2.2 MI NW FROM ANTIOCH.
 GC0409'2.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0409'LOUIS RAILWAY FROM THE STATION AT ANTIOCH, AT A ROAD CROSSING
 GC0409'AND AT THE ENTRANCE TO THE CENTRAL STATE HOSPITAL FOR CRIMINAL
 GC0409'INSANE, 128 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING,
 GC0409'121 FEET NORTHEAST AND ACROSS THE ROAD FROM A SIDING SWITCH,
 GC0409'52 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET SOUTH OF
 GC0409'THE CENTER LINE OF THE ENTRANCE ROAD TO HOSPITAL, 11 1/2 FEET
 GC0409'SOUTH OF THE SOUTH STONE GATE POST AT ENTRANCE, 1 1/2 FEET
 GC0409'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF THE
 GC0409'STONE FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0409'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0383 ***********************************************************************
 GC0383  DESIGNATION -  H 188
 GC0383  PID         -  GC0383
 GC0383  STATE/COUNTY-  TN/DAVIDSON
 GC0383  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0383
 GC0383                         *CURRENT SURVEY CONTROL
 GC0383  ___________________________________________________________________
 GC0383* NAD 83(1986)-  36 10 58.     (N)    086 49 49.     (W)     SCALED    
 GC0383* NAVD 88     -       130.164  (meters)     427.05   (feet)  ADJUSTED  
 GC0383  ___________________________________________________________________
 GC0383  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0383  DYNAMIC HT  -         130.052 (meters)     426.68  (feet)  COMP
 GC0383  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC0383
 GC0383  VERT ORDER  -  FIRST     CLASS II
 GC0383
 GC0383.The horizontal coordinates were scaled from a topographic map and have
 GC0383.an estimated accuracy of +/- 6 seconds.
 GC0383
 GC0383.The orthometric height was determined by differential leveling
 GC0383.and adjusted by the National Geodetic Survey in June 1991..
 GC0383
 GC0383.The geoid height was determined by GEOID03.
 GC0383
 GC0383.The dynamic height is computed by dividing the NAVD 88
 GC0383.geopotential number by the normal gravity value computed on the
 GC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0383.degrees latitude (g = 980.6199 gals.).
 GC0383
 GC0383.The modeled gravity was interpolated from observed gravity values.
 GC0383
 GC0383;                    North         East    Units  Estimated Accuracy
 GC0383;SPC TN       -   205,510.      525,320.      MT  (+/- 180 meters Scaled)
 GC0383
 GC0383                          SUPERSEDED SURVEY CONTROL
 GC0383
 GC0383  NGVD 29 (??/??/92)  130.192  (m)          427.14   (f) ADJ UNCH    1 2
 GC0383
 GC0383.Superseded values are not recommended for survey control.
 GC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0383.See file dsdata.txt to determine how the superseded data were derived.
 GC0383
 GC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF152042(NAD 83)
 GC0383_MARKER: DB = BENCH MARK DISK
 GC0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0383_SP_SET: BRIDGE
 GC0383_STAMPING: H 188 1949
 GC0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0383
 GC0383  HISTORY     - Date     Condition        Report By
 GC0383  HISTORY     - 1949     MONUMENTED       CGS
 GC0383  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0383
 GC0383                          STATION DESCRIPTION
 GC0383
 GC0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0383'1.5 MI W FROM NASHVILLE.
 GC0383'1.5 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0383'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, SET IN THE TOP OF THE
 GC0383'NORTH END OF THE LIMESTONE CAPSTONE OF THE EAST CONCRETE PIER OF
 GC0383'BRIDGE NO. H 12-45 OVER CUMBERLAND RIVER, 8 FEET NORTH OF THE NORTH
 GC0383'RAIL AND ABOUT 6 1/2 FEET BELOW THE TRACK.
 GC0383
 GC0383                          STATION RECOVERY (1984)
 GC0383
 GC0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0383'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1920 ***********************************************************************
 FB1920  DESIGNATION -  H 189
 FB1920  PID         -  FB1920
 FB1920  STATE/COUNTY-  TN/KNOX
 FB1920  USGS QUAD   -  KNOXVILLE (1978)
 FB1920
 FB1920                         *CURRENT SURVEY CONTROL
 FB1920  ___________________________________________________________________
 FB1920* NAD 83(1986)-  35 58 41.     (N)    083 55 58.     (W)     SCALED    
 FB1920* NAVD 88     -       270.931  (meters)     888.88   (feet)  ADJUSTED  
 FB1920  ___________________________________________________________________
 FB1920  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1920  DYNAMIC HT  -         270.681 (meters)     888.06  (feet)  COMP
 FB1920  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FB1920
 FB1920  VERT ORDER  -  FIRST     CLASS I
 FB1920
 FB1920.The horizontal coordinates were scaled from a topographic map and have
 FB1920.an estimated accuracy of +/- 6 seconds.
 FB1920
 FB1920.The orthometric height was determined by differential leveling
 FB1920.and adjusted by the National Geodetic Survey in June 1991..
 FB1920
 FB1920.The geoid height was determined by GEOID03.
 FB1920
 FB1920.The dynamic height is computed by dividing the NAVD 88
 FB1920.geopotential number by the normal gravity value computed on the
 FB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1920.degrees latitude (g = 980.6199 gals.).
 FB1920
 FB1920.The modeled gravity was interpolated from observed gravity values.
 FB1920
 FB1920;                    North         East    Units  Estimated Accuracy
 FB1920;SPC TN       -   184,450.      786,420.      MT  (+/- 180 meters Scaled)
 FB1920
 FB1920                          SUPERSEDED SURVEY CONTROL
 FB1920
 FB1920  NGVD 29 (??/??/92)  271.061  (m)          889.31   (f) ADJ UNCH    1 1
 FB1920
 FB1920.Superseded values are not recommended for survey control.
 FB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1920.See file dsdata.txt to determine how the superseded data were derived.
 FB1920
 FB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355854(NAD 83)
 FB1920_MARKER: DB = BENCH MARK DISK
 FB1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1920_SP_SET: BUILDING
 FB1920_STAMPING: H 189 1950
 FB1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1920
 FB1920  HISTORY     - Date     Condition        Report By
 FB1920  HISTORY     - 1950     MONUMENTED       CGS
 FB1920  HISTORY     - 1967     GOOD             NGS
 FB1920
 FB1920                          STATION DESCRIPTION
 FB1920
 FB1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1920'AT KNOXVILLE.
 FB1920'AT KNOXVILLE, ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN
 FB1920'RAILWAY FROM THE STATION, AT THE CROSSING OF WEST BAXTER AVENUE,
 FB1920'SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTH CORNER OF THE
 FB1920'CONCRETE PORTION OF A LARGE TWO-STORIED BUILDING, 225 FEET SOUTHWEST
 FB1920'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 22.8 FEET SOUTHEAST OF
 FB1920'THE SOUTHEAST CURB OF WEST BAXTER AVENUE, 0.7 FOOT SOUTHWEST OF
 FB1920'THE NORTH CORNER OF THE BUILDING, 2.1 FEET ABOVE A CONCRETE RAMP
 FB1920'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0055 ***********************************************************************
 FE0055  DESIGNATION -  H 19
 FE0055  PID         -  FE0055
 FE0055  STATE/COUNTY-  TN/CARROLL
 FE0055  USGS QUAD   -  YUMA (1986)
 FE0055
 FE0055                         *CURRENT SURVEY CONTROL
 FE0055  ___________________________________________________________________
 FE0055* NAD 83(1986)-  35 50 43.     (N)    088 20 19.     (W)     SCALED    
 FE0055* NAVD 88     -       147.077  (meters)     482.54   (feet)  ADJUSTED  
 FE0055  ___________________________________________________________________
 FE0055  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE0055  DYNAMIC HT  -         146.948 (meters)     482.11  (feet)  COMP
 FE0055  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 FE0055
 FE0055  VERT ORDER  -  FIRST     CLASS II
 FE0055
 FE0055.The horizontal coordinates were scaled from a topographic map and have
 FE0055.an estimated accuracy of +/- 6 seconds.
 FE0055
 FE0055.The orthometric height was determined by differential leveling
 FE0055.and adjusted by the National Geodetic Survey in June 1991..
 FE0055
 FE0055.The geoid height was determined by GEOID03.
 FE0055
 FE0055.The dynamic height is computed by dividing the NAVD 88
 FE0055.geopotential number by the normal gravity value computed on the
 FE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0055.degrees latitude (g = 980.6199 gals.).
 FE0055
 FE0055.The modeled gravity was interpolated from observed gravity values.
 FE0055
 FE0055;                    North         East    Units  Estimated Accuracy
 FE0055;SPC TN       -   170,270.      388,760.      MT  (+/- 180 meters Scaled)
 FE0055
 FE0055                          SUPERSEDED SURVEY CONTROL
 FE0055
 FE0055  NGVD 29 (??/??/??)  147.097  (m)          482.60   (f) ADJUSTED    1 2
 FE0055
 FE0055.Superseded values are not recommended for survey control.
 FE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0055.See file dsdata.txt to determine how the superseded data were derived.
 FE0055
 FE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE791676(NAD 83)
 FE0055_MARKER: DB = BENCH MARK DISK
 FE0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0055_STAMPING: H 19 1934
 FE0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0055+STABILITY: SURFACE MOTION
 FE0055
 FE0055  HISTORY     - Date     Condition        Report By
 FE0055  HISTORY     - 1934     MONUMENTED       CGS
 FE0055  HISTORY     - 1959     GOOD             CGS
 FE0055  HISTORY     - 1972     GOOD             TVA
 FE0055
 FE0055                          STATION DESCRIPTION
 FE0055
 FE0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0055'AT YUMA.
 FE0055'IT IS 11 RAILS SOUTH OF THE SOUTH END OF THE RAILROAD STATION AT
 FE0055'YUMA, 48 FEET WEST OF THE WEST RAIL OF MAIN TRACK, 52 FEET NORTHWEST
 FE0055'OF THE CENTER OF RAILROAD CROSSING, 7.2 FEET SOUTH OF A FORKED
 FE0055'MAPLE TREE, 1.5 FEET WEST OF A WITNESS SIGN.  THE MARK IS SET IN
 FE0055'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FE0055'THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE TRACKS.
 FE0055'NOTE-- 50 FT W OF CENTERLINE RR. 54 FT N 25 W OF INTERSECTION OF
 FE0055'GRADE CROSSING AND RR, 1 FT W OF A FENCE, 6.3 S 40 W OF A 18 IN
 FE0055'TWIN MAPLE.
 FE0055
 FE0055                          STATION RECOVERY (1972)
 FE0055
 FE0055'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0487 ***********************************************************************
 GB0487  DESIGNATION -  H 190
 GB0487  PID         -  GB0487
 GB0487  STATE/COUNTY-  TN/ANDERSON
 GB0487  USGS QUAD   -  CLINTON (1990)
 GB0487
 GB0487                         *CURRENT SURVEY CONTROL
 GB0487  ___________________________________________________________________
 GB0487* NAD 83(1986)-  36 05 46.     (N)    084 07 40.     (W)     SCALED    
 GB0487* NAVD 88     -       257.368  (meters)     844.38   (feet)  ADJUSTED  
 GB0487  ___________________________________________________________________
 GB0487  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB0487  DYNAMIC HT  -         257.133 (meters)     843.61  (feet)  COMP
 GB0487  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GB0487
 GB0487  VERT ORDER  -  FIRST     CLASS II
 GB0487
 GB0487.The horizontal coordinates were scaled from a topographic map and have
 GB0487.an estimated accuracy of +/- 6 seconds.
 GB0487
 GB0487.The orthometric height was determined by differential leveling
 GB0487.and adjusted by the National Geodetic Survey in June 1991..
 GB0487
 GB0487.The geoid height was determined by GEOID03.
 GB0487
 GB0487.The dynamic height is computed by dividing the NAVD 88
 GB0487.geopotential number by the normal gravity value computed on the
 GB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0487.degrees latitude (g = 980.6199 gals.).
 GB0487
 GB0487.The modeled gravity was interpolated from observed gravity values.
 GB0487
 GB0487;                    North         East    Units  Estimated Accuracy
 GB0487;SPC TN       -   197,190.      768,580.      MT  (+/- 180 meters Scaled)
 GB0487
 GB0487                          SUPERSEDED SURVEY CONTROL
 GB0487
 GB0487  NGVD 29 (??/??/92)  257.503  (m)          844.82   (f) ADJ UNCH    1 2
 GB0487
 GB0487.Superseded values are not recommended for survey control.
 GB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0487.See file dsdata.txt to determine how the superseded data were derived.
 GB0487
 GB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE585984(NAD 83)
 GB0487_MARKER: DB = BENCH MARK DISK
 GB0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0487_STAMPING: H 190 1950
 GB0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0487+STABILITY: SURFACE MOTION
 GB0487
 GB0487  HISTORY     - Date     Condition        Report By
 GB0487  HISTORY     - 1950     MONUMENTED       CGS
 GB0487  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0487
 GB0487                          STATION DESCRIPTION
 GB0487
 GB0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0487'0.5 MI S FROM CLINTON.
 GB0487'ABOUT 0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0487'STATION AT CLINTON, AT A ROAD CROSSING, 57 FEET NORTH-NORTHWEST OF
 GB0487'THE CENTER OF THE CROSSING OF MAIN TRACK, 34 FEET WEST-NORTHWEST
 GB0487'OF THE WEST-NORTHWEST RAIL OF MAIN TRACK, 37 FEET NORTHEAST OF THE
 GB0487'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET
 GB0487'NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE
 GB0487'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0487'NOTE-- THE RAILWAY TRACK HAS BEEN CHANGED AND CONSTRUCTION HAS
 GB0487'BEEN DONE IN THIS AREA.
 GB0487
 GB0487                          STATION RECOVERY (1973)
 GB0487
 GB0487'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0851 ***********************************************************************
 GB0851  DESIGNATION -  H 191
 GB0851  PID         -  GB0851
 GB0851  STATE/COUNTY-  TN/MORGAN
 GB0851  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0851
 GB0851                         *CURRENT SURVEY CONTROL
 GB0851  ___________________________________________________________________
 GB0851* NAD 83(1986)-  36 02 35.     (N)    084 35 58.     (W)     SCALED    
 GB0851* NAVD 88     -       254.460  (meters)     834.84   (feet)  ADJUSTED  
 GB0851  ___________________________________________________________________
 GB0851  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0851  DYNAMIC HT  -         254.230 (meters)     834.09  (feet)  COMP
 GB0851  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GB0851
 GB0851  VERT ORDER  -  FIRST     CLASS I
 GB0851
 GB0851.The horizontal coordinates were scaled from a topographic map and have
 GB0851.an estimated accuracy of +/- 6 seconds.
 GB0851
 GB0851.The orthometric height was determined by differential leveling
 GB0851.and adjusted by the National Geodetic Survey in June 1991..
 GB0851
 GB0851.The geoid height was determined by GEOID03.
 GB0851
 GB0851.The dynamic height is computed by dividing the NAVD 88
 GB0851.geopotential number by the normal gravity value computed on the
 GB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0851.degrees latitude (g = 980.6199 gals.).
 GB0851
 GB0851.The modeled gravity was interpolated from observed gravity values.
 GB0851
 GB0851;                    North         East    Units  Estimated Accuracy
 GB0851;SPC TN       -   190,600.      726,200.      MT  (+/- 180 meters Scaled)
 GB0851
 GB0851                          SUPERSEDED SURVEY CONTROL
 GB0851
 GB0851  NGVD 29 (??/??/92)  254.573  (m)          835.21   (f) ADJ UNCH    1 1
 GB0851
 GB0851.Superseded values are not recommended for survey control.
 GB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0851.See file dsdata.txt to determine how the superseded data were derived.
 GB0851
 GB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE162913(NAD 83)
 GB0851_MARKER: DB = BENCH MARK DISK
 GB0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0851_SP_SET: CULVERT
 GB0851_STAMPING: H 191 1950
 GB0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0851
 GB0851  HISTORY     - Date     Condition        Report By
 GB0851  HISTORY     - 1950     MONUMENTED       CGS
 GB0851  HISTORY     - 1968     GOOD             NGS
 GB0851
 GB0851                          STATION DESCRIPTION
 GB0851
 GB0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0851'4.8 MI NW FROM OAKDALE.
 GB0851'ABOUT 4.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0851'STATION AT OAKDALE, 0.5 MILE NORTHWEST OF MILEPOST 250, 0.3 MILE
 GB0851'SOUTHEAST OF THE SOUTHEAST END OF A STEEL RAILROAD BRIDGE OVER
 GB0851'CROOKED FORK, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GB0851'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE TRACK, 19 1/2 FEET
 GB0851'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 78 FEET SOUTH AND
 GB0851'ACROSS THE TRACKS FROM TELEPHONE POLE NUMBER E 32-30-G, 30.5 FEET
 GB0851'EAST OF BENCH MARK 65 6 17 TNDG, AND ABOUT 3 FEET BELOW THE LEVEL
 GB0851'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1063 ***********************************************************************
 FC1063  DESIGNATION -  H 192
 FC1063  PID         -  FC1063
 FC1063  STATE/COUNTY-  TN/RHEA
 FC1063  USGS QUAD   -  GRAYSVILLE (1990)
 FC1063
 FC1063                         *CURRENT SURVEY CONTROL
 FC1063  ___________________________________________________________________
 FC1063* NAD 83(1986)-  35 29 12.     (N)    085 01 20.     (W)     SCALED    
 FC1063* NAVD 88     -       215.658  (meters)     707.54   (feet)  ADJUSTED  
 FC1063  ___________________________________________________________________
 FC1063  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1063  DYNAMIC HT  -         215.452 (meters)     706.86  (feet)  COMP
 FC1063  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 FC1063
 FC1063  VERT ORDER  -  FIRST     CLASS II
 FC1063
 FC1063.The horizontal coordinates were scaled from a topographic map and have
 FC1063.an estimated accuracy of +/- 6 seconds.
 FC1063
 FC1063.The orthometric height was determined by differential leveling
 FC1063.and adjusted by the National Geodetic Survey in June 1991..
 FC1063
 FC1063.The geoid height was determined by GEOID03.
 FC1063
 FC1063.The dynamic height is computed by dividing the NAVD 88
 FC1063.geopotential number by the normal gravity value computed on the
 FC1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1063.degrees latitude (g = 980.6199 gals.).
 FC1063
 FC1063.The modeled gravity was interpolated from observed gravity values.
 FC1063
 FC1063;                    North         East    Units  Estimated Accuracy
 FC1063;SPC TN       -   128,410.      688,720.      MT  (+/- 180 meters Scaled)
 FC1063
 FC1063                          SUPERSEDED SURVEY CONTROL
 FC1063
 FC1063  NGVD 29 (??/??/92)  215.733  (m)          707.78   (f) ADJ UNCH    1 2
 FC1063
 FC1063.Superseded values are not recommended for survey control.
 FC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1063.See file dsdata.txt to determine how the superseded data were derived.
 FC1063
 FC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE794288(NAD 83)
 FC1063_MARKER: DB = BENCH MARK DISK
 FC1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1063_STAMPING: H 192 1950
 FC1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1063+STABILITY: SURFACE MOTION
 FC1063
 FC1063  HISTORY     - Date     Condition        Report By
 FC1063  HISTORY     - 1950     MONUMENTED       CGS
 FC1063  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1063  HISTORY     - 1980     POOR             LOCSUR
 FC1063
 FC1063                          STATION DESCRIPTION
 FC1063
 FC1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1063'AT DAYTON.
 FC1063'AT DAYTON, ABOUT 0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC1063'FROM THE STATION, AT THE CROSSING OF THE DAYTON-GRAYSVILLE BLACK
 FC1063'TOP ROAD, 121 FEET SOUTH OF THE CENTER OF THE CROSSING, 44 FEET
 FC1063'SOUTHEAST OF THE SOUTHEAST RAIL, 23 FEET SOUTHEAST OF A SWITCH
 FC1063'STAND OF SINCLAIR OIL COMPANY SWITCH TRACK, 5.5 FEET SOUTHWEST
 FC1063'OF A TELEPHONE POLE, 119 FEET SOUTH AND ACROSS ROAD FROM A CROSSING
 FC1063'WARNING SIGN, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC1063'ABOUT 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1063'POST PROJECTING 4 INCHES.
 FC1063
 FC1063                          STATION RECOVERY (1972)
 FC1063
 FC1063'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1063'MARK NOT FOUND.
 FC1063
 FC1063                          STATION RECOVERY (1980)
 FC1063
 FC1063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FC1063'MONUMENT IN BACKYARD OF FIRST LOT SOUTHEAST OF TRACKS, SOUTHWEST OF
 FC1063'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0172 ***********************************************************************
 FC0172  DESIGNATION -  H 193
 FC0172  PID         -  FC0172
 FC0172  STATE/COUNTY-  TN/MONROE
 FC0172  USGS QUAD   -  SWEETWATER (1989)
 FC0172
 FC0172                         *CURRENT SURVEY CONTROL
 FC0172  ___________________________________________________________________
 FC0172* NAD 83(1986)-  35 35 59.     (N)    084 29 22.     (W)     SCALED    
 FC0172* NAVD 88     -       317.267  (meters)    1040.90   (feet)  ADJUSTED  
 FC0172  ___________________________________________________________________
 FC0172  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0172  DYNAMIC HT  -         316.959 (meters)    1039.89  (feet)  COMP
 FC0172  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FC0172
 FC0172  VERT ORDER  -  FIRST     CLASS II
 FC0172
 FC0172.The horizontal coordinates were scaled from a topographic map and have
 FC0172.an estimated accuracy of +/- 6 seconds.
 FC0172
 FC0172.The orthometric height was determined by differential leveling
 FC0172.and adjusted by the National Geodetic Survey in June 1991..
 FC0172
 FC0172.The geoid height was determined by GEOID03.
 FC0172
 FC0172.The dynamic height is computed by dividing the NAVD 88
 FC0172.geopotential number by the normal gravity value computed on the
 FC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0172.degrees latitude (g = 980.6199 gals.).
 FC0172
 FC0172.The modeled gravity was interpolated from observed gravity values.
 FC0172
 FC0172;                    North         East    Units  Estimated Accuracy
 FC0172;SPC TN       -   141,560.      736,870.      MT  (+/- 180 meters Scaled)
 FC0172
 FC0172                          SUPERSEDED SURVEY CONTROL
 FC0172
 FC0172  NGVD 29 (??/??/92)  317.347  (m)         1041.16   (f) ADJ UNCH    1 2
 FC0172
 FC0172.Superseded values are not recommended for survey control.
 FC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0172.See file dsdata.txt to determine how the superseded data were derived.
 FC0172
 FC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE274424(NAD 83)
 FC0172_MARKER: DB = BENCH MARK DISK
 FC0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0172_STAMPING: H 193 1950
 FC0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0172+STABILITY: SURFACE MOTION
 FC0172
 FC0172  HISTORY     - Date     Condition        Report By
 FC0172  HISTORY     - 1950     MONUMENTED       CGS
 FC0172
 FC0172                          STATION DESCRIPTION
 FC0172
 FC0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0172'1.5 MI W FROM SWEETWATER.
 FC0172'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION
 FC0172'OF U.S. HIGHWAY 11 AT SWEETWATER, ABOUT 0.25 MILE NORTHEAST OF
 FC0172'THE JUNCTION OF A ROAD LEADING SOUTH, ABOUT 40 YARDS SOUTHWEST
 FC0172'OF THE TOP OF A GRADE, 37.5 FEET SOUTHEAST OF THE CENTER LINE
 FC0172'OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF A DRIVE
 FC0172'SOUTH TO A HILL TOP FARM, 17 FEET SOUTHWEST OF AN 18-INCH OAK
 FC0172'TREE IN A FENCE CORNER, 10 FEET SOUTH OF A FORKED 28-INCH OAK
 FC0172'TREE, 2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FC0172'2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0172'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0659 ***********************************************************************
 FC0659  DESIGNATION -  H 194
 FC0659  PID         -  FC0659
 FC0659  STATE/COUNTY-  TN/ROANE
 FC0659  USGS QUAD   -  ROCKWOOD (1980)
 FC0659
 FC0659                         *CURRENT SURVEY CONTROL
 FC0659  ___________________________________________________________________
 FC0659* NAD 83(1986)-  35 50 24.     (N)    084 42 52.     (W)     SCALED    
 FC0659* NAVD 88     -       253.839  (meters)     832.80   (feet)  ADJUSTED  
 FC0659  ___________________________________________________________________
 FC0659  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0659  DYNAMIC HT  -         253.602 (meters)     832.03  (feet)  COMP
 FC0659  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FC0659
 FC0659  VERT ORDER  -  FIRST     CLASS II
 FC0659
 FC0659.The horizontal coordinates were scaled from a topographic map and have
 FC0659.an estimated accuracy of +/- 6 seconds.
 FC0659
 FC0659.The orthometric height was determined by differential leveling
 FC0659.and adjusted by the National Geodetic Survey in June 1991..
 FC0659
 FC0659.The geoid height was determined by GEOID03.
 FC0659
 FC0659.The dynamic height is computed by dividing the NAVD 88
 FC0659.geopotential number by the normal gravity value computed on the
 FC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0659.degrees latitude (g = 980.6199 gals.).
 FC0659
 FC0659.The modeled gravity was interpolated from observed gravity values.
 FC0659
 FC0659;                    North         East    Units  Estimated Accuracy
 FC0659;SPC TN       -   167,930.      716,140.      MT  (+/- 180 meters Scaled)
 FC0659
 FC0659                          SUPERSEDED SURVEY CONTROL
 FC0659
 FC0659  NGVD 29 (??/??/92)  253.938  (m)          833.13   (f) ADJ UNCH    1 2
 FC0659
 FC0659.Superseded values are not recommended for survey control.
 FC0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0659.See file dsdata.txt to determine how the superseded data were derived.
 FC0659
 FC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE064686(NAD 83)
 FC0659_MARKER: DB = BENCH MARK DISK
 FC0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0659_STAMPING: H 194 1950
 FC0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0659+STABILITY: SURFACE MOTION
 FC0659
 FC0659  HISTORY     - Date     Condition        Report By
 FC0659  HISTORY     - 1950     MONUMENTED       CGS
 FC0659  HISTORY     - 1972     POOR             TVA
 FC0659
 FC0659                          STATION DESCRIPTION
 FC0659
 FC0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0659'2.4 MI SW FROM ROCKWOOD.
 FC0659'2.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0659'AT ROCKWOOD, ABOUT 0.1 MILE SOUTHWEST OF MILE POST 270, AT A
 FC0659'GRAVEL ROAD CROSSING, ABOUT 0.55 MILE SOUTHWEST OF THE OVERPASS
 FC0659'OF U.S. HIGHWAY 70 OVER THE TRACK, 48 FEET NORTHWEST OF THE
 FC0659'NORTHWEST RAIL, 56 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 FC0659'18 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT
 FC0659'SOUTHEAST OF A FENCE LINE, 35 FEET NORTH AND ACROSS THE GRAVEL
 FC0659'ROAD FROM THE CROSSING WARNING SIGN, AT THE SOUTHWEST END OF
 FC0659'A ROCKY CUT, 34.5 FEET NORTHWEST OF THE NORTHEAST END OF A
 FC0659'24-INCH PIPE CULVERT UNDER GRAVEL ROAD, 2 FEET SOUTHWEST OF A
 FC0659'T.V.A. STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, ABOUT
 FC0659'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0659'PROJECTING 3 INCHES.  NOTE-- SET BACK BY LOCAL FARMER, ELEVATION
 FC0659'NO GOOD.
 FC0659
 FC0659                          STATION RECOVERY (1972)
 FC0659
 FC0659'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0659'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0127 ***********************************************************************
 FC0127  DESIGNATION -  H 195
 FC0127  PID         -  FC0127
 FC0127  STATE/COUNTY-  TN/ROANE
 FC0127  USGS QUAD   -  ELVERTON (1990)
 FC0127
 FC0127                         *CURRENT SURVEY CONTROL
 FC0127  ___________________________________________________________________
 FC0127* NAD 83(1986)-  35 58 11.     (N)    084 28 24.     (W)     SCALED    
 FC0127* NAVD 88     -       230.368  (meters)     755.80   (feet)  ADJUSTED  
 FC0127  ___________________________________________________________________
 FC0127  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0127  DYNAMIC HT  -         230.159 (meters)     755.11  (feet)  COMP
 FC0127  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FC0127
 FC0127  VERT ORDER  -  FIRST     CLASS I
 FC0127
 FC0127.The horizontal coordinates were scaled from a topographic map and have
 FC0127.an estimated accuracy of +/- 6 seconds.
 FC0127
 FC0127.The orthometric height was determined by differential leveling
 FC0127.and adjusted by the National Geodetic Survey in June 1991..
 FC0127
 FC0127.The geoid height was determined by GEOID03.
 FC0127
 FC0127.The dynamic height is computed by dividing the NAVD 88
 FC0127.geopotential number by the normal gravity value computed on the
 FC0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0127.degrees latitude (g = 980.6199 gals.).
 FC0127
 FC0127.The modeled gravity was interpolated from observed gravity values.
 FC0127
 FC0127;                    North         East    Units  Estimated Accuracy
 FC0127;SPC TN       -   182,630.      737,690.      MT  (+/- 180 meters Scaled)
 FC0127
 FC0127                          SUPERSEDED SURVEY CONTROL
 FC0127
 FC0127  NGVD 29 (??/??/92)  230.489  (m)          756.20   (f) ADJ UNCH    1 1
 FC0127
 FC0127.Superseded values are not recommended for survey control.
 FC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0127.See file dsdata.txt to determine how the superseded data were derived.
 FC0127
 FC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE278835(NAD 83)
 FC0127_MARKER: DB = BENCH MARK DISK
 FC0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0127_SP_SET: ABUTMENT
 FC0127_STAMPING: H 195 1950
 FC0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0127
 FC0127  HISTORY     - Date     Condition        Report By
 FC0127  HISTORY     - 1950     MONUMENTED       CGS
 FC0127  HISTORY     - 1967     GOOD             NGS
 FC0127
 FC0127                          STATION DESCRIPTION
 FC0127
 FC0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0127'5.3 MI NE FROM HARRIMAN.
 FC0127'ABOUT 5.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0127'STATION AT HARRIMAN, 0.2 MILE EAST OF MILEPOST 45, SET ON THE
 FC0127'TOP OF THE NORTH END OF THE EAST ABUTMENT OF RAILWAY BRIDGE
 FC0127'OVER LITTLE EMORY RIVER, 6.6 FEET NORTH OF THE NORTH RAIL AND
 FC0127'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0934 ***********************************************************************
 GB0934  DESIGNATION -  H 197
 GB0934  PID         -  GB0934
 GB0934  STATE/COUNTY-  TN/SCOTT
 GB0934  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0934
 GB0934                         *CURRENT SURVEY CONTROL
 GB0934  ___________________________________________________________________
 GB0934* NAD 83(1986)-  36 24 43.     (N)    084 32 53.     (W)     SCALED    
 GB0934* NAVD 88     -       407.840  (meters)    1338.06   (feet)  ADJUSTED  
 GB0934  ___________________________________________________________________
 GB0934  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0934  DYNAMIC HT  -         407.492 (meters)    1336.91  (feet)  COMP
 GB0934  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GB0934
 GB0934  VERT ORDER  -  FIRST     CLASS I
 GB0934
 GB0934.The horizontal coordinates were scaled from a topographic map and have
 GB0934.an estimated accuracy of +/- 6 seconds.
 GB0934
 GB0934.The orthometric height was determined by differential leveling
 GB0934.and adjusted by the National Geodetic Survey in June 1991..
 GB0934
 GB0934.The geoid height was determined by GEOID03.
 GB0934
 GB0934.The dynamic height is computed by dividing the NAVD 88
 GB0934.geopotential number by the normal gravity value computed on the
 GB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0934.degrees latitude (g = 980.6199 gals.).
 GB0934
 GB0934.The modeled gravity was interpolated from observed gravity values.
 GB0934
 GB0934;                    North         East    Units  Estimated Accuracy
 GB0934;SPC TN       -   231,590.      730,220.      MT  (+/- 180 meters Scaled)
 GB0934
 GB0934                          SUPERSEDED SURVEY CONTROL
 GB0934
 GB0934  NGVD 29 (??/??/92)  407.972  (m)         1338.49   (f) ADJ UNCH    1 1
 GB0934
 GB0934.Superseded values are not recommended for survey control.
 GB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0934.See file dsdata.txt to determine how the superseded data were derived.
 GB0934
 GB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198324(NAD 83)
 GB0934_MARKER: DB = BENCH MARK DISK
 GB0934_SETTING: 66 = SET IN ROCK OUTCROP
 GB0934_SP_SET: ROCK LEDGE
 GB0934_STAMPING: H 197 1950
 GB0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0934+STABILITY: POSITION/ELEVATION WELL
 GB0934
 GB0934  HISTORY     - Date     Condition        Report By
 GB0934  HISTORY     - 1950     MONUMENTED       CGS
 GB0934  HISTORY     - 1968     GOOD             NGS
 GB0934
 GB0934                          STATION DESCRIPTION
 GB0934
 GB0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0934'1.4 MI S FROM HELENWOOD.
 GB0934'ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0934'STATION AT HELENWOOD, 0.4 MILE SOUTH OF MILEPOST 216, 0.1 MILE
 GB0934'NORTH OF A CONCRETE RAILROAD BRIDGE OVER PHILLIPS CREEK, SET
 GB0934'IN THE TOP OF A 6-INCH LEDGE ON THE WEST ROCK WALL OF A CUT
 GB0934'FOR THE RAILROAD, 57 FEET SOUTH OF THE NORTH END OF THE CUT,
 GB0934'26 FEET WEST OF THE WEST RAIL, 1.0 FOOT NORTHWEST OF A 12-INCH
 GB0934'TRIANGLE WHICH IS INSCRIBED IN THE EAST FACE OF THE WALL, AND
 GB0934'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1141 ***********************************************************************
 GC1141  DESIGNATION -  H 198
 GC1141  PID         -  GC1141
 GC1141  STATE/COUNTY-  TN/MONTGOMERY
 GC1141  USGS QUAD   -  CLARKSVILLE (1984)
 GC1141
 GC1141                         *CURRENT SURVEY CONTROL
 GC1141  ___________________________________________________________________
 GC1141* NAD 83(1986)-  36 34 54.     (N)    087 17 06.     (W)     SCALED    
 GC1141* NAVD 88     -       167.701  (meters)     550.20   (feet)  ADJUSTED  
 GC1141  ___________________________________________________________________
 GC1141  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1141  DYNAMIC HT  -         167.564 (meters)     549.75  (feet)  COMP
 GC1141  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GC1141
 GC1141  VERT ORDER  -  FIRST     CLASS II
 GC1141
 GC1141.The horizontal coordinates were scaled from a topographic map and have
 GC1141.an estimated accuracy of +/- 6 seconds.
 GC1141
 GC1141.The orthometric height was determined by differential leveling
 GC1141.and adjusted by the National Geodetic Survey in June 1991..
 GC1141
 GC1141.The geoid height was determined by GEOID03.
 GC1141
 GC1141.The dynamic height is computed by dividing the NAVD 88
 GC1141.geopotential number by the normal gravity value computed on the
 GC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1141.degrees latitude (g = 980.6199 gals.).
 GC1141
 GC1141.The modeled gravity was interpolated from observed gravity values.
 GC1141
 GC1141;                    North         East    Units  Estimated Accuracy
 GC1141;SPC TN       -   250,210.      485,000.      MT  (+/- 180 meters Scaled)
 GC1141
 GC1141                          SUPERSEDED SURVEY CONTROL
 GC1141
 GC1141  NGVD 29 (??/??/92)  167.772  (m)          550.43   (f) ADJ UNCH    1 2
 GC1141
 GC1141.Superseded values are not recommended for survey control.
 GC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1141.See file dsdata.txt to determine how the superseded data were derived.
 GC1141
 GC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF745485(NAD 83)
 GC1141_MARKER: DB = BENCH MARK DISK
 GC1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1141_STAMPING: H 198 1954
 GC1141_MARK LOGO: CGS   
 GC1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1141+STABILITY: SURFACE MOTION
 GC1141
 GC1141  HISTORY     - Date     Condition        Report By
 GC1141  HISTORY     - 1954     MONUMENTED       CGS
 GC1141  HISTORY     - 1965     GOOD             NGS
 GC1141  HISTORY     - 1984     GOOD             NGS
 GC1141
 GC1141                          STATION DESCRIPTION
 GC1141
 GC1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1141'1 MI NE FROM ST BETHLEHEM.
 GC1141'1.05 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1141'FROM THE FLAG STATION AND BLACK TOP ROAD CROSSING AT ST.
 GC1141'BETHLEHEM, ABOUT 242 YARDS SOUTHWEST OF MILE POST 172, AT A BLACK
 GC1141'TOP ROAD CROSSING, 83 FEET NORTHWEST OF NORTHWEST RAIL, 146 FEET
 GC1141'WEST OF CENTER OF CROSSING, 3 1/2 FEET WEST OF POWER POLE NO.
 GC1141'40 049 T 20 MS 1 1123, 15 FEET NORTHWEST OF CENTER LINE OF A DIM
 GC1141'ROAD, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 GC1141'POST PROJECTING 4 INCHES.
 GC1141
 GC1141                          STATION RECOVERY (1965)
 GC1141
 GC1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GC1141'RECOVERED IN GOOD CONDITION.
 GC1141
 GC1141                          STATION RECOVERY (1984)
 GC1141
 GC1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1141'RECOVERED IN GOOD CONDITION.  NOTE, THE POWER POLE IS NO LONGER
 GC1141'STANDING.
 GC1141'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC1141'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0663 ***********************************************************************
 FC0663  DESIGNATION -  H 2
 FC0663  PID         -  FC0663
 FC0663  STATE/COUNTY-  TN/ROANE
 FC0663  USGS QUAD   -  ROCKWOOD (1980)
 FC0663
 FC0663                         *CURRENT SURVEY CONTROL
 FC0663  ___________________________________________________________________
 FC0663* NAD 83(1986)-  35 48 21.     (N)    084 44 29.     (W)     SCALED    
 FC0663* NAVD 88     -       242.590  (meters)     795.90   (feet)  ADJUSTED  
 FC0663  ___________________________________________________________________
 FC0663  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0663  DYNAMIC HT  -         242.361 (meters)     795.15  (feet)  COMP
 FC0663  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 FC0663
 FC0663  VERT ORDER  -  FIRST     CLASS II
 FC0663
 FC0663.The horizontal coordinates were scaled from a topographic map and have
 FC0663.an estimated accuracy of +/- 6 seconds.
 FC0663
 FC0663.The orthometric height was determined by differential leveling
 FC0663.and adjusted by the National Geodetic Survey in June 1991..
 FC0663
 FC0663.The geoid height was determined by GEOID03.
 FC0663
 FC0663.The dynamic height is computed by dividing the NAVD 88
 FC0663.geopotential number by the normal gravity value computed on the
 FC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0663.degrees latitude (g = 980.6199 gals.).
 FC0663
 FC0663.The modeled gravity was interpolated from observed gravity values.
 FC0663
 FC0663;                    North         East    Units  Estimated Accuracy
 FC0663;SPC TN       -   164,100.      713,750.      MT  (+/- 180 meters Scaled)
 FC0663
 FC0663                          SUPERSEDED SURVEY CONTROL
 FC0663
 FC0663  NGVD 29 (??/??/92)  242.681  (m)          796.20   (f) ADJ UNCH    1 2
 FC0663
 FC0663.Superseded values are not recommended for survey control.
 FC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0663.See file dsdata.txt to determine how the superseded data were derived.
 FC0663
 FC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE040647(NAD 83)
 FC0663_MARKER: Z = SEE DESCRIPTION
 FC0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0663_SP_SET: CULVERT
 FC0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0663
 FC0663  HISTORY     - Date     Condition        Report By
 FC0663  HISTORY     - UNK      MONUMENTED       CGS
 FC0663  HISTORY     - 1950     GOOD             NGS
 FC0663  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0663
 FC0663                          STATION DESCRIPTION
 FC0663
 FC0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0663'5.3 MI SW FROM ROCKWOOD.
 FC0663'5.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0663'AT ROCKWOOD, ABOUT 200 YARDS NORTHEAST OF THE STATION SIGN AT GLEN
 FC0663'ALICE, ABOUT 138 YARDS NORTHEAST OF MILE POST 273, 37.5 FEET
 FC0663'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 46 FEET
 FC0663'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 27, A SQUARE
 FC0663'CUT IN THE TOP OF THE SOUTHEAST COPING STONE OF A 3-FOOT STONE
 FC0663'BOX CULVERT, 9.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 FC0663'COPING STONE, 7 INCHES NORTHWEST OF THE SOUTHEAST EDGE OF THE
 FC0663'COPING STONE, ABOUT 15 FEET BELOW THE TRACK AND SURROUNDED BY
 FC0663'THE LETTERS U S C AND G S CUT IN STONE.
 FC0663
 FC0663                          STATION RECOVERY (1972)
 FC0663
 FC0663'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0120 ***********************************************************************
 FE0120  DESIGNATION -  H 20
 FE0120  PID         -  FE0120
 FE0120  STATE/COUNTY-  TN/HENDERSON
 FE0120  USGS QUAD   -  LIFE (1991)
 FE0120
 FE0120                         *CURRENT SURVEY CONTROL
 FE0120  ___________________________________________________________________
 FE0120* NAD 83(1986)-  35 36 52.     (N)    088 28 36.     (W)     SCALED    
 FE0120* NAVD 88     -       158.033  (meters)     518.48   (feet)  ADJUSTED  
 FE0120  ___________________________________________________________________
 FE0120  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0120  DYNAMIC HT  -         157.892 (meters)     518.02  (feet)  COMP
 FE0120  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0120
 FE0120  VERT ORDER  -  SECOND    CLASS 0
 FE0120
 FE0120.The horizontal coordinates were scaled from a topographic map and have
 FE0120.an estimated accuracy of +/- 6 seconds.
 FE0120
 FE0120.The orthometric height was determined by differential leveling
 FE0120.and adjusted by the National Geodetic Survey in June 1991..
 FE0120
 FE0120.The geoid height was determined by GEOID03.
 FE0120
 FE0120.The dynamic height is computed by dividing the NAVD 88
 FE0120.geopotential number by the normal gravity value computed on the
 FE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0120.degrees latitude (g = 980.6199 gals.).
 FE0120
 FE0120.The modeled gravity was interpolated from observed gravity values.
 FE0120
 FE0120;                    North         East    Units  Estimated Accuracy
 FE0120;SPC TN       -   144,980.      375,650.      MT  (+/- 180 meters Scaled)
 FE0120
 FE0120                          SUPERSEDED SURVEY CONTROL
 FE0120
 FE0120  NGVD 29 (??/??/??)  158.053  (m)          518.55   (f) ADJUSTED    2 0
 FE0120
 FE0120.Superseded values are not recommended for survey control.
 FE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0120.See file dsdata.txt to determine how the superseded data were derived.
 FE0120
 FE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE662421(NAD 83)
 FE0120_MARKER: DB = BENCH MARK DISK
 FE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0120_STAMPING: 518.660 H 20 1934
 FE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0120+STABILITY: SURFACE MOTION
 FE0120
 FE0120  HISTORY     - Date     Condition        Report By
 FE0120  HISTORY     - 1934     MONUMENTED       CGS
 FE0120  HISTORY     - 1935     GOOD             CGS
 FE0120  HISTORY     - 20020603 MARK NOT FOUND   USACE
 FE0120
 FE0120                          STATION DESCRIPTION
 FE0120
 FE0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0120'AT LIFE.
 FE0120'AT LIFE, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA AND ST.
 FE0120'LOUIS RAILWAY, 100 FEET EAST OF A ROAD CROSSING, 20 FEET WEST OF
 FE0120'POLE 123+23, 25 FEET SOUTH AND 45 FEET EAST OF THE SOUTHEAST
 FE0120'CORNER OF A BRICK STORE, AND 20 FEET NORTH OF THE TRACK.  A
 FE0120'STANDARD DISK, STAMPED 518.660 H 20 1934 AND SET IN THE TOP OF A
 FE0120'CONCRETE POST.
 FE0120
 FE0120                          STATION RECOVERY (2002)
 FE0120
 FE0120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0120'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0154 ***********************************************************************
 GB0154  DESIGNATION -  H 201
 GB0154  PID         -  GB0154
 GB0154  STATE/COUNTY-  TN/SCOTT
 GB0154  USGS QUAD   -  KETCHEN (1982)
 GB0154
 GB0154                         *CURRENT SURVEY CONTROL
 GB0154  ___________________________________________________________________
 GB0154* NAD 83(1986)-  36 34 00.     (N)    084 21 54.     (W)     SCALED    
 GB0154* NAVD 88     -       347.067  (meters)    1138.67   (feet)  ADJUSTED  
 GB0154  ___________________________________________________________________
 GB0154  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GB0154  DYNAMIC HT  -         346.777 (meters)    1137.72  (feet)  COMP
 GB0154  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GB0154
 GB0154  VERT ORDER  -  SECOND    CLASS 0
 GB0154
 GB0154.The horizontal coordinates were scaled from a topographic map and have
 GB0154.an estimated accuracy of +/- 6 seconds.
 GB0154
 GB0154.The orthometric height was determined by differential leveling
 GB0154.and adjusted by the National Geodetic Survey in June 1991..
 GB0154
 GB0154.The geoid height was determined by GEOID03.
 GB0154
 GB0154.The dynamic height is computed by dividing the NAVD 88
 GB0154.geopotential number by the normal gravity value computed on the
 GB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0154.degrees latitude (g = 980.6199 gals.).
 GB0154
 GB0154.The modeled gravity was interpolated from observed gravity values.
 GB0154
 GB0154;                    North         East    Units  Estimated Accuracy
 GB0154;SPC TN       -   249,020.      746,350.      MT  (+/- 180 meters Scaled)
 GB0154
 GB0154                          SUPERSEDED SURVEY CONTROL
 GB0154
 GB0154  NGVD 29 (??/??/92)  347.203  (m)         1139.12   (f) ADJ UNCH    2 0
 GB0154
 GB0154.Superseded values are not recommended for survey control.
 GB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0154.See file dsdata.txt to determine how the superseded data were derived.
 GB0154
 GB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF358500(NAD 83)
 GB0154_MARKER: DB = BENCH MARK DISK
 GB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0154_STAMPING: H 201 1951 1139.115
 GB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0154+STABILITY: SURFACE MOTION
 GB0154
 GB0154  HISTORY     - Date     Condition        Report By
 GB0154  HISTORY     - 1951     MONUMENTED       CGS
 GB0154  HISTORY     - 1957     GOOD             NGS
 GB0154
 GB0154                          STATION DESCRIPTION
 GB0154
 GB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0154'3.4 MI E FROM PLEASANT GROVE.
 GB0154'ABOUT 3.4 MILES EAST ALONG A DIRT ROAD FROM THE BAPTIST CHURCH
 GB0154'AND SCHOOL AT PLEASANT GROVE, ABOUT 3.1 MILES WEST OF THE CHURCH
 GB0154'AND SCHOOL AT KETCHEN, ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST
 GB0154'END OF A 45-FOOT WOODEN BRIDGE OVER A SMALL STREAM, SET AT THE
 GB0154'JUNCTION OF A DRIVE NORTH TO AN UNPAINTED HOUSE, 52 FEET
 GB0154'NORTHWEST OF THE CENTER LINE OF THE ROAD AT CENTER OF JUNCTION
 GB0154'OF DRIVE, 21 FEET WEST OF THE CENTER LINE OF DRIVE, 19 FEET
 GB0154'SOUTHEAST OF A 14-INCH SYCAMORE TREE, 2 FEET WEST OF A WHITE
 GB0154'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 GB0154'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB0154
 GB0154                          STATION RECOVERY (1957)
 GB0154
 GB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0158 ***********************************************************************
 GB0158  DESIGNATION -  H 202
 GB0158  PID         -  GB0158
 GB0158  STATE/COUNTY-  TN/SCOTT
 GB0158  USGS QUAD   -  KETCHEN (1982)
 GB0158
 GB0158                         *CURRENT SURVEY CONTROL
 GB0158  ___________________________________________________________________
 GB0158* NAD 83(1986)-  36 34 35.     (N)    084 18 29.     (W)     SCALED    
 GB0158* NAVD 88     -       324.589  (meters)    1064.92   (feet)  ADJUSTED  
 GB0158  ___________________________________________________________________
 GB0158  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GB0158  DYNAMIC HT  -         324.315 (meters)    1064.02  (feet)  COMP
 GB0158  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GB0158
 GB0158  VERT ORDER  -  SECOND    CLASS 0
 GB0158
 GB0158.The horizontal coordinates were scaled from a topographic map and have
 GB0158.an estimated accuracy of +/- 6 seconds.
 GB0158
 GB0158.The orthometric height was determined by differential leveling
 GB0158.and adjusted by the National Geodetic Survey in June 1991..
 GB0158
 GB0158.The geoid height was determined by GEOID03.
 GB0158
 GB0158.The dynamic height is computed by dividing the NAVD 88
 GB0158.geopotential number by the normal gravity value computed on the
 GB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0158.degrees latitude (g = 980.6199 gals.).
 GB0158
 GB0158.The modeled gravity was interpolated from observed gravity values.
 GB0158
 GB0158;                    North         East    Units  Estimated Accuracy
 GB0158;SPC TN       -   250,180.      751,430.      MT  (+/- 180 meters Scaled)
 GB0158
 GB0158                          SUPERSEDED SURVEY CONTROL
 GB0158
 GB0158  NGVD 29 (??/??/92)  324.725  (m)         1065.37   (f) ADJ UNCH    2 0
 GB0158
 GB0158.Superseded values are not recommended for survey control.
 GB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0158.See file dsdata.txt to determine how the superseded data were derived.
 GB0158
 GB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF408512(NAD 83)
 GB0158_MARKER: DB = BENCH MARK DISK
 GB0158_SETTING: 66 = SET IN ROCK OUTCROP
 GB0158_SP_SET: ROCK OUTCROP
 GB0158_STAMPING: H 202 1951 1065.369
 GB0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0158+STABILITY: POSITION/ELEVATION WELL
 GB0158
 GB0158  HISTORY     - Date     Condition        Report By
 GB0158  HISTORY     - 1951     MONUMENTED       CGS
 GB0158  HISTORY     - 1957     GOOD             NGS
 GB0158  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0158
 GB0158                          STATION DESCRIPTION
 GB0158
 GB0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0158'0.7 MI E FROM KETCHEN.
 GB0158'ABOUT 0.7 MILE EAST ALONG A DIRT ROAD FROM THE CHURCH AND SCHOOL
 GB0158'AT KETCHEN, ABOUT 0.65 MILE EAST OF THE SOUTH END OF A BRIDGE
 GB0158'OVER JELLICO CREEK AND THE JUNCTION OF A ROAD SOUTHWEST, AT
 GB0158'THE JUNCTION OF A DIM TRAIL EAST, SET IN THE TOP OF THE SOUTHEAST
 GB0158'EDGE OF AN OUTCROP OF ROCK, 28 FEET SOUTHEAST OF THE CENTER
 GB0158'LINE OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF TRAIL EAST,
 GB0158'7 1/2 FEET SOUTHWEST OF A 12-INCH HICKORY TREE WITH FORKED TOP,
 GB0158'6 FEET NORTHWEST OF THE SOUTHEAST EDGE OF OUTCROP, AND ABOUT 6
 GB0158'FEET ABOVE THE ROAD.
 GB0158
 GB0158                          STATION RECOVERY (1957)
 GB0158
 GB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0158'RECOVERED IN GOOD CONDITION.
 GB0158
 GB0158                          STATION RECOVERY (1977)
 GB0158
 GB0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1089 ***********************************************************************
 GB1089  DESIGNATION -  H 203
 GB1089  PID         -  GB1089
 GB1089  STATE/COUNTY-  TN/PICKETT
 GB1089  USGS QUAD   -  SHARP PLACE (1981)
 GB1089
 GB1089                         *CURRENT SURVEY CONTROL
 GB1089  ___________________________________________________________________
 GB1089* NAD 83(1986)-  36 34 58.     (N)    084 49 56.     (W)     SCALED    
 GB1089* NAVD 88     -       497.122  (meters)    1630.97   (feet)  ADJUSTED  
 GB1089  ___________________________________________________________________
 GB1089  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1089  DYNAMIC HT  -         496.706 (meters)    1629.61  (feet)  COMP
 GB1089  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GB1089
 GB1089  VERT ORDER  -  SECOND    CLASS 0
 GB1089
 GB1089.The horizontal coordinates were scaled from a topographic map and have
 GB1089.an estimated accuracy of +/- 6 seconds.
 GB1089
 GB1089.The orthometric height was determined by differential leveling
 GB1089.and adjusted by the National Geodetic Survey in June 1991..
 GB1089
 GB1089.The geoid height was determined by GEOID03.
 GB1089
 GB1089.The dynamic height is computed by dividing the NAVD 88
 GB1089.geopotential number by the normal gravity value computed on the
 GB1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1089.degrees latitude (g = 980.6199 gals.).
 GB1089
 GB1089.The modeled gravity was interpolated from observed gravity values.
 GB1089
 GB1089;                    North         East    Units  Estimated Accuracy
 GB1089;SPC TN       -   250,210.      704,510.      MT  (+/- 180 meters Scaled)
 GB1089
 GB1089                          SUPERSEDED SURVEY CONTROL
 GB1089
 GB1089  NGVD 29 (??/??/92)  497.253  (m)         1631.40   (f) ADJ UNCH    2 0
 GB1089
 GB1089.Superseded values are not recommended for survey control.
 GB1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1089.See file dsdata.txt to determine how the superseded data were derived.
 GB1089
 GB1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF939507(NAD 83)
 GB1089_MARKER: DB = BENCH MARK DISK
 GB1089_SETTING: 66 = SET IN ROCK OUTCROP
 GB1089_SP_SET: ROCK OUTCROP
 GB1089_STAMPING: H 203 1951 1631.404
 GB1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1089+STABILITY: POSITION/ELEVATION WELL
 GB1089
 GB1089  HISTORY     - Date     Condition        Report By
 GB1089  HISTORY     - 1951     MONUMENTED       CGS
 GB1089  HISTORY     - 1958     GOOD             NGS
 GB1089
 GB1089                          STATION DESCRIPTION
 GB1089
 GB1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1089'12.4 MI N FROM EAST JAMESTOWN.
 GB1089'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1089'AT EAST JAMESTOWN, THENCE ABOUT 6.2 MILES NORTHWEST AND NORTHEAST
 GB1089'ALONG A GRAVEL ROAD, AT JUNCTION OF A ROAD NORTHWEST, IN THE
 GB1089'TOP OF AN OUTCROPPING SANDSTONE LEDGE, 18 FEET EAST OF CENTER
 GB1089'LINE OF ROAD, 110 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION,
 GB1089'109 FEET SOUTH OF CENTER LINE OF A DIM TRAIL EAST, 37 FEET
 GB1089'SOUTH OF A 20-INCH FORKED CHESTNUT TREE, 8 1/2 FEET SOUTHEAST
 GB1089'OF A SLASH BLAZED 6-INCH PINE TREE, AND ABOUT 1 1/2 FEET BELOW
 GB1089'THE ROAD.
 GB1089
 GB1089                          STATION RECOVERY (1958)
 GB1089
 GB1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1578 ***********************************************************************
 GB1578  DESIGNATION -  H 204
 GB1578  PID         -  GB1578
 GB1578  STATE/COUNTY-  TN/CLAY
 GB1578  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1578
 GB1578                         *CURRENT SURVEY CONTROL
 GB1578  ___________________________________________________________________
 GB1578* NAD 83(1986)-  36 33 07.     (N)    085 26 54.     (W)     SCALED    
 GB1578* NAVD 88     -       243.920  (meters)     800.26   (feet)  ADJUSTED  
 GB1578  ___________________________________________________________________
 GB1578  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB1578  DYNAMIC HT  -         243.710 (meters)     799.57  (feet)  COMP
 GB1578  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GB1578
 GB1578  VERT ORDER  -  SECOND    CLASS 0
 GB1578
 GB1578.The horizontal coordinates were scaled from a topographic map and have
 GB1578.an estimated accuracy of +/- 6 seconds.
 GB1578
 GB1578.The orthometric height was determined by differential leveling
 GB1578.and adjusted by the National Geodetic Survey in June 1991..
 GB1578
 GB1578.The geoid height was determined by GEOID03.
 GB1578
 GB1578.The dynamic height is computed by dividing the NAVD 88
 GB1578.geopotential number by the normal gravity value computed on the
 GB1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1578.degrees latitude (g = 980.6199 gals.).
 GB1578
 GB1578.The modeled gravity was interpolated from observed gravity values.
 GB1578
 GB1578;                    North         East    Units  Estimated Accuracy
 GB1578;SPC TN       -   246,300.      649,390.      MT  (+/- 180 meters Scaled)
 GB1578
 GB1578                          SUPERSEDED SURVEY CONTROL
 GB1578
 GB1578  NGVD 29 (??/??/92)  244.028  (m)          800.62   (f) ADJ UNCH    2 0
 GB1578
 GB1578.Superseded values are not recommended for survey control.
 GB1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1578.See file dsdata.txt to determine how the superseded data were derived.
 GB1578
 GB1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF388462(NAD 83)
 GB1578_MARKER: DB = BENCH MARK DISK
 GB1578_SETTING: 66 = SET IN ROCK OUTCROP
 GB1578_SP_SET: ROCK OUTCROP
 GB1578_STAMPING: H 204 1951
 GB1578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1578+STABILITY: POSITION/ELEVATION WELL
 GB1578
 GB1578  HISTORY     - Date     Condition        Report By
 GB1578  HISTORY     - 1951     MONUMENTED       CGS
 GB1578  HISTORY     - 1966     GOOD             NGS
 GB1578
 GB1578                          STATION DESCRIPTION
 GB1578
 GB1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1578'4 MI NE FROM CELINA.
 GB1578'ABOUT 4.05 MILES EAST AND NORTHEAST ALONG STATE ROUTE 53 FROM
 GB1578'THE CLAY COUNTY COURTHOUSE IN CELINA, JUST NORTH OF THE JUNCTION
 GB1578'OF THE PAVED ROAD LEADING TO DALE HOLLOW BOAT DOCK, 44 FEET
 GB1578'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 4 FEET
 GB1578'SOUTHEAST OF A 10-INCH CEDAR TREE WITH A METAL WITNESS POST
 GB1578'ATTACHED, IN THE TOP AND 0.5 OF A FOOT NORTH OF THE SOUTH EDGE
 GB1578'OF A ROCK OUTCROP, AND ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE
 GB1578'HIGHWAY.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL
 GB1578'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED H 204 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0148 ***********************************************************************
 FE0148  DESIGNATION -  H 21
 FE0148  PID         -  FE0148
 FE0148  STATE/COUNTY-  TN/DECATUR
 FE0148  USGS QUAD   -  PERRYVILLE (1986)
 FE0148
 FE0148                         *CURRENT SURVEY CONTROL
 FE0148  ___________________________________________________________________
 FE0148* NAD 83(1986)-  35 30 52.     (N)    088 06 13.     (W)     SCALED    
 FE0148* NAVD 88     -       167.874  (meters)     550.77   (feet)  POSTED    
 FE0148  ___________________________________________________________________
 FE0148  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0148  DYNAMIC HT  -         167.720 (meters)     550.26  (feet)  COMP
 FE0148  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE0148
 FE0148  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0148
 FE0148.The horizontal coordinates were scaled from a topographic map and have
 FE0148.an estimated accuracy of +/- 6 seconds.
 FE0148
 FE0148.The orthometric height was determined by differential leveling
 FE0148.and adjusted by the National Geodetic Survey in 1992..
 FE0148.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0148.rate of 2.1 thru 3.0 mm/km.
 FE0148
 FE0148.The geoid height was determined by GEOID03.
 FE0148
 FE0148.The dynamic height is computed by dividing the NAVD 88
 FE0148.geopotential number by the normal gravity value computed on the
 FE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0148.degrees latitude (g = 980.6199 gals.).
 FE0148
 FE0148.The modeled gravity was interpolated from observed gravity values.
 FE0148
 FE0148;                    North         East    Units  Estimated Accuracy
 FE0148;SPC TN       -   133,090.      409,200.      MT  (+/- 180 meters Scaled)
 FE0148
 FE0148                          SUPERSEDED SURVEY CONTROL
 FE0148
 FE0148  NGVD 29 (??/??/??)  167.882  (m)          550.79   (f) ADJUSTED    2 0
 FE0148
 FE0148.Superseded values are not recommended for survey control.
 FE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0148.See file dsdata.txt to determine how the superseded data were derived.
 FE0148
 FE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE999306(NAD 83)
 FE0148_MARKER: DB = BENCH MARK DISK
 FE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0148_STAMPING: 550.947 H 21 1934
 FE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0148+STABILITY: SURFACE MOTION
 FE0148
 FE0148  HISTORY     - Date     Condition        Report By
 FE0148  HISTORY     - 1934     MONUMENTED       CGS
 FE0148  HISTORY     - 1935     GOOD             CGS
 FE0148
 FE0148                          STATION DESCRIPTION
 FE0148
 FE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0148'5.8 MI S FROM DECATURVILLE.
 FE0148'5.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE, DECATUR
 FE0148'COUNTY, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 FE0148'HOUSE OCCUPIED IN 1934 BY R.W. HANEY, AND 2 FEET WEST OF THE
 FE0148'NORTHEAST CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FE0148'550.947 H 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1273 ***********************************************************************
 FE1273  DESIGNATION -  H 212
 FE1273  PID         -  FE1273
 FE1273  STATE/COUNTY-  TN/SHELBY
 FE1273  USGS QUAD   -  EADS (1983)
 FE1273
 FE1273                         *CURRENT SURVEY CONTROL
 FE1273  ___________________________________________________________________
 FE1273* NAD 83(1986)-  35 14 55.     (N)    089 40 08.     (W)     SCALED    
 FE1273* NAVD 88     -       104.525  (meters)     342.93   (feet)  ADJUSTED  
 FE1273  ___________________________________________________________________
 FE1273  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1273  DYNAMIC HT  -         104.431 (meters)     342.62  (feet)  COMP
 FE1273  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 FE1273
 FE1273  VERT ORDER  -  SECOND    CLASS 0
 FE1273
 FE1273.The horizontal coordinates were scaled from a topographic map and have
 FE1273.an estimated accuracy of +/- 6 seconds.
 FE1273
 FE1273.The orthometric height was determined by differential leveling
 FE1273.and adjusted by the National Geodetic Survey in June 1991..
 FE1273
 FE1273.The geoid height was determined by GEOID03.
 FE1273
 FE1273.The dynamic height is computed by dividing the NAVD 88
 FE1273.geopotential number by the normal gravity value computed on the
 FE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1273.degrees latitude (g = 980.6199 gals.).
 FE1273
 FE1273.The modeled gravity was interpolated from observed gravity values.
 FE1273
 FE1273;                    North         East    Units  Estimated Accuracy
 FE1273;SPC TN       -   107,810.      266,170.      MT  (+/- 180 meters Scaled)
 FE1273
 FE1273                          SUPERSEDED SURVEY CONTROL
 FE1273
 FE1273  NGVD 29 (??/??/??)  104.513  (m)          342.89   (f) ADJUSTED    2 0
 FE1273
 FE1273.Superseded values are not recommended for survey control.
 FE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1273.See file dsdata.txt to determine how the superseded data were derived.
 FE1273
 FE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE571038(NAD 83)
 FE1273_MARKER: DB = BENCH MARK DISK
 FE1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1273_STAMPING: H 212 1958
 FE1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1273+STABILITY: SURFACE MOTION
 FE1273
 FE1273  HISTORY     - Date     Condition        Report By
 FE1273  HISTORY     - 1958     MONUMENTED       CGS
 FE1273  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1273  HISTORY     - 19980404 MARK NOT FOUND   TN1620
 FE1273
 FE1273                          STATION DESCRIPTION
 FE1273
 FE1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1273'7.9 MI SW FROM GALLAWAY.
 FE1273'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1273'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1273'2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1273'A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD., THENCE
 FE1273'0.15 MILES WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES SOUTHWEST
 FE1273'CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE ROAD, 48.5
 FE1273'FT. NORTHWEST OF THE CENTER LINE OF T JUNCTION OF DONNELSON RD.
 FE1273'AND AIR LINE ROAD, 78 FT. NORTH-NORTHWEST OF A CONCRETE ROAD
 FE1273'MARKER, 32.6 FT. WEST OF THE CENTER LINE OF AIR LINE RD., 1.3
 FE1273'FT. EAST OF THE FENCE LINE, 2.6 FT. NORTH OF A WHITE WOODEN
 FE1273'WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1273'PROJECTING 2 INCHES, ABOUT 2 FT. ABOVE THE ROAD.
 FE1273
 FE1273                          STATION RECOVERY (1992)
 FE1273
 FE1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1273'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1273
 FE1273                          STATION RECOVERY (1998)
 FE1273
 FE1273'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (KG)
 FE1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1076 ***********************************************************************
 FE1076  DESIGNATION -  H 213
 FE1076  PID         -  FE1076
 FE1076  STATE/COUNTY-  TN/FAYETTE
 FE1076  USGS QUAD   -  LAMBERT (1983)
 FE1076
 FE1076                         *CURRENT SURVEY CONTROL
 FE1076  ___________________________________________________________________
 FE1076* NAD 83(1986)-  35 22 29.     (N)    089 29 21.     (W)     SCALED    
 FE1076* NAVD 88     -       104.064  (meters)     341.42   (feet)  ADJUSTED  
 FE1076  ___________________________________________________________________
 FE1076  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE1076  DYNAMIC HT  -         103.972 (meters)     341.11  (feet)  COMP
 FE1076  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 FE1076
 FE1076  VERT ORDER  -  SECOND    CLASS 0
 FE1076
 FE1076.The horizontal coordinates were scaled from a topographic map and have
 FE1076.an estimated accuracy of +/- 6 seconds.
 FE1076
 FE1076.The orthometric height was determined by differential leveling
 FE1076.and adjusted by the National Geodetic Survey in June 1991..
 FE1076
 FE1076.The geoid height was determined by GEOID03.
 FE1076
 FE1076.The dynamic height is computed by dividing the NAVD 88
 FE1076.geopotential number by the normal gravity value computed on the
 FE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1076.degrees latitude (g = 980.6199 gals.).
 FE1076
 FE1076.The modeled gravity was interpolated from observed gravity values.
 FE1076
 FE1076;                    North         East    Units  Estimated Accuracy
 FE1076;SPC TN       -   121,190.      283,010.      MT  (+/- 180 meters Scaled)
 FE1076
 FE1076                          SUPERSEDED SURVEY CONTROL
 FE1076
 FE1076  NGVD 29 (??/??/??)  104.047  (m)          341.36   (f) ADJUSTED    2 0
 FE1076
 FE1076.Superseded values are not recommended for survey control.
 FE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1076.See file dsdata.txt to determine how the superseded data were derived.
 FE1076
 FE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE738174(NAD 83)
 FE1076_MARKER: DB = BENCH MARK DISK
 FE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1076_STAMPING: H 213 1959
 FE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1076+STABILITY: SURFACE MOTION
 FE1076
 FE1076  HISTORY     - Date     Condition        Report By
 FE1076  HISTORY     - 1959     MONUMENTED       CGS
 FE1076  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1076
 FE1076                          STATION DESCRIPTION
 FE1076
 FE1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1076'6.6 MI ESE FROM BRADEN.
 FE1076'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1076'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1076'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1076'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1076'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1076'THENCE 0.1 MILE EAST ALONG A GRAVEL ROAD, 90.0 FEET EAST OF THE
 FE1076'CENTER OF A PRIVATE DRIVE, 23.0 FEET SOUTH OF THE CENTER OF A DIRT
 FE1076'ROAD, 3.2 FEET WEST-NORTHWEST OF A 10-INCH TREE, 2.2 FEET
 FE1076'NORTH OF A FENCE LINE AND 2 FEET EAST-NORTHEAST OF A WITNESS POST.
 FE1076'A C AND GS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1076'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE1076
 FE1076                          STATION RECOVERY (2002)
 FE1076
 FE1076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0833 ***********************************************************************
 FE0833  DESIGNATION -  H 214
 FE0833  PID         -  FE0833
 FE0833  STATE/COUNTY-  TN/HAYWOOD
 FE0833  USGS QUAD   -  SUNNYHILL (1983)
 FE0833
 FE0833                         *CURRENT SURVEY CONTROL
 FE0833  ___________________________________________________________________
 FE0833* NAD 83(1986)-  35 33 36.     (N)    089 10 04.     (W)     SCALED    
 FE0833* NAVD 88     -       112.864  (meters)     370.29   (feet)  ADJUSTED  
 FE0833  ___________________________________________________________________
 FE0833  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE0833  DYNAMIC HT  -         112.763 (meters)     369.96  (feet)  COMP
 FE0833  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0833
 FE0833  VERT ORDER  -  SECOND    CLASS 0
 FE0833
 FE0833.The horizontal coordinates were scaled from a topographic map and have
 FE0833.an estimated accuracy of +/- 6 seconds.
 FE0833
 FE0833.The orthometric height was determined by differential leveling
 FE0833.and adjusted by the National Geodetic Survey in June 1991..
 FE0833
 FE0833.The geoid height was determined by GEOID03.
 FE0833
 FE0833.The dynamic height is computed by dividing the NAVD 88
 FE0833.geopotential number by the normal gravity value computed on the
 FE0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0833.degrees latitude (g = 980.6199 gals.).
 FE0833
 FE0833.The modeled gravity was interpolated from observed gravity values.
 FE0833
 FE0833;                    North         East    Units  Estimated Accuracy
 FE0833;SPC TN       -   140,750.      312,870.      MT  (+/- 180 meters Scaled)
 FE0833
 FE0833                          SUPERSEDED SURVEY CONTROL
 FE0833
 FE0833  NGVD 29 (??/??/??)  112.876  (m)          370.33   (f) ADJUSTED    2 0
 FE0833
 FE0833.Superseded values are not recommended for survey control.
 FE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0833.See file dsdata.txt to determine how the superseded data were derived.
 FE0833
 FE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE035373(NAD 83)
 FE0833_MARKER: DB = BENCH MARK DISK
 FE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0833_STAMPING: H 214 1959
 FE0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0833+STABILITY: SURFACE MOTION
 FE0833
 FE0833  HISTORY     - Date     Condition        Report By
 FE0833  HISTORY     - 1959     MONUMENTED       CGS
 FE0833  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0833
 FE0833                          STATION DESCRIPTION
 FE0833
 FE0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0833'10.3 MI SE FROM BROWNSVILLE.
 FE0833'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0833'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0833'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0833'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0833'JUNCTION, THENCE 1.1 MILE EAST ON A DIRT ROAD TO A PRIVATE
 FE0833'DRIVE, THENCE 0.5 MILE NORTH, 150 FT. SOUTHWEST ON A FARM
 FE0833'POND, 147 FT. SOUTHEAST OF THE CENTER OF THE INTERSTATE HIGHWAY,
 FE0833'15 FT. NORTH-NORTHWEST OF A FENCE CORNER, 1 FT. EAST OF A FENCE
 FE0833'LINE, 2.3 FT SOUTH OF A WITNESS POST, A C AND GS DISK SET IN
 FE0833'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0833
 FE0833                          STATION RECOVERY (2002)
 FE0833
 FE0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0845 ***********************************************************************
 FE0845  DESIGNATION -  H 215
 FE0845  PID         -  FE0845
 FE0845  STATE/COUNTY-  TN/HAYWOOD
 FE0845  USGS QUAD   -  DENMARK (1981)
 FE0845
 FE0845                         *CURRENT SURVEY CONTROL
 FE0845  ___________________________________________________________________
 FE0845* NAD 83(1986)-  35 35 08.     (N)    089 06 12.     (W)     SCALED    
 FE0845* NAVD 88     -       120.378  (meters)     394.94   (feet)  ADJUSTED  
 FE0845  ___________________________________________________________________
 FE0845  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0845  DYNAMIC HT  -         120.271 (meters)     394.59  (feet)  COMP
 FE0845  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 FE0845
 FE0845  VERT ORDER  -  SECOND    CLASS 0
 FE0845
 FE0845.The horizontal coordinates were scaled from a topographic map and have
 FE0845.an estimated accuracy of +/- 6 seconds.
 FE0845
 FE0845.The orthometric height was determined by differential leveling
 FE0845.and adjusted by the National Geodetic Survey in June 1991..
 FE0845
 FE0845.The geoid height was determined by GEOID03.
 FE0845
 FE0845.The dynamic height is computed by dividing the NAVD 88
 FE0845.geopotential number by the normal gravity value computed on the
 FE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0845.degrees latitude (g = 980.6199 gals.).
 FE0845
 FE0845.The modeled gravity was interpolated from observed gravity values.
 FE0845
 FE0845;                    North         East    Units  Estimated Accuracy
 FE0845;SPC TN       -   143,390.      318,790.      MT  (+/- 180 meters Scaled)
 FE0845
 FE0845                          SUPERSEDED SURVEY CONTROL
 FE0845
 FE0845  NGVD 29 (??/??/??)  120.396  (m)          395.00   (f) ADJUSTED    2 0
 FE0845
 FE0845.Superseded values are not recommended for survey control.
 FE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0845.See file dsdata.txt to determine how the superseded data were derived.
 FE0845
 FE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE094400(NAD 83)
 FE0845_MARKER: DB = BENCH MARK DISK
 FE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0845_STAMPING: H 215 1959
 FE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0845+STABILITY: SURFACE MOTION
 FE0845
 FE0845  HISTORY     - Date     Condition        Report By
 FE0845  HISTORY     - 1959     MONUMENTED       CGS
 FE0845  HISTORY     - 20020907 MARK NOT FOUND   USACE
 FE0845
 FE0845                          STATION DESCRIPTION
 FE0845
 FE0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0845'9.3 MI E FROM BROWNSVILLE.
 FE0845'9.3 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0845'BROWNSVILLE, 0.9 MILE EAST FROM 39 RHP (U.S.G.S.).  IT IS 51
 FE0845'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 1 FOOT NORTH OF A
 FE0845'WIRE FENCE, 6 FEET EAST OF A FENCE CORNER, 18 FEET EAST OF THE
 FE0845'CENTER OF A PRIVATE DRIVE, 2.5 FEET WEST OF A WITNESS SIGN.
 FE0845'THE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 FE0845'3 INCHES ABOVE THE GROUND.
 FE0845
 FE0845                          STATION RECOVERY (2002)
 FE0845
 FE0845'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0661 ***********************************************************************
 FE0661  DESIGNATION -  H 216
 FE0661  PID         -  FE0661
 FE0661  STATE/COUNTY-  TN/HENDERSON
 FE0661  USGS QUAD   -  JUNO (1980)
 FE0661
 FE0661                         *CURRENT SURVEY CONTROL
 FE0661  ___________________________________________________________________
 FE0661* NAD 83(1986)-  35 44 12.     (N)    088 34 57.     (W)     SCALED    
 FE0661* NAVD 88     -       165.991  (meters)     544.59   (feet)  ADJUSTED  
 FE0661  ___________________________________________________________________
 FE0661  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0661  DYNAMIC HT  -         165.843 (meters)     544.10  (feet)  COMP
 FE0661  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FE0661
 FE0661  VERT ORDER  -  SECOND    CLASS 0
 FE0661
 FE0661.The horizontal coordinates were scaled from a topographic map and have
 FE0661.an estimated accuracy of +/- 6 seconds.
 FE0661
 FE0661.The orthometric height was determined by differential leveling
 FE0661.and adjusted by the National Geodetic Survey in June 1991..
 FE0661
 FE0661.The geoid height was determined by GEOID03.
 FE0661
 FE0661.The dynamic height is computed by dividing the NAVD 88
 FE0661.geopotential number by the normal gravity value computed on the
 FE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0661.degrees latitude (g = 980.6199 gals.).
 FE0661
 FE0661.The modeled gravity was interpolated from observed gravity values.
 FE0661
 FE0661;                    North         East    Units  Estimated Accuracy
 FE0661;SPC TN       -   158,780.      366,420.      MT  (+/- 180 meters Scaled)
 FE0661
 FE0661                          SUPERSEDED SURVEY CONTROL
 FE0661
 FE0661  NGVD 29 (??/??/??)  166.019  (m)          544.68   (f) ADJUSTED    2 0
 FE0661
 FE0661.Superseded values are not recommended for survey control.
 FE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0661.See file dsdata.txt to determine how the superseded data were derived.
 FE0661
 FE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE568558(NAD 83)
 FE0661_MARKER: DB = BENCH MARK DISK
 FE0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0661+STABILITY: SURFACE MOTION
 FE0661
 FE0661  HISTORY     - Date     Condition        Report By
 FE0661  HISTORY     - UNK      MONUMENTED       CGS
 FE0661  HISTORY     - 1959     GOOD             CGS
 FE0661  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0661
 FE0661                          STATION DESCRIPTION
 FE0661
 FE0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0661'27.7 MI NE FROM JACKSON.
 FE0661'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0661'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0661'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S. 70,
 FE0661'THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20, THENCE 3.1
 FE0661'MILES NORTHWEST ON BROWNS CHURCH ROAD, THENCE 2.95 MILES EAST
 FE0661'ALONG HARTMAS LANE, THENCE 2.1 MILES ALONG LAW ROAD, THENCE 2.4 MILES
 FE0661'EAST ALONG GURLEY CREEK ROAD, THENCE 0.55 MILE ALONG GRAVELED ROAD
 FE0661'EAST, THENCE 0.7 MILE NORTHEAST ALONG GRAVELED ROAD.  IT IS 243 FEET
 FE0661'SOUTH OF THE CENTER LINE OF T JUNCTION OF GRAVELED ROADS, 12
 FE0661'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 1.5 FEET EAST
 FE0661'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A
 FE0661'CONCRETE POST, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, ABOUT
 FE0661'LEVEL WITH THE ROAD AND 2 FEET SOUTH OF A WITNESS SIGN.
 FE0661
 FE0661                          STATION RECOVERY (2002)
 FE0661
 FE0661'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0661'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0044 ***********************************************************************
 FE0044  DESIGNATION -  H 217
 FE0044  PID         -  FE0044
 FE0044  STATE/COUNTY-  TN/BENTON
 FE0044  USGS QUAD   -  SUGAR TREE (1986)
 FE0044
 FE0044                         *CURRENT SURVEY CONTROL
 FE0044  ___________________________________________________________________
 FE0044* NAD 83(1986)-  35 51 36.     (N)    088 02 06.     (W)     SCALED    
 FE0044* NAVD 88     -       140.399  (meters)     460.63   (feet)  ADJUSTED  
 FE0044  ___________________________________________________________________
 FE0044  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE0044  DYNAMIC HT  -         140.277 (meters)     460.23  (feet)  COMP
 FE0044  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE0044
 FE0044  VERT ORDER  -  SECOND    CLASS 0
 FE0044
 FE0044.The horizontal coordinates were scaled from a topographic map and have
 FE0044.an estimated accuracy of +/- 6 seconds.
 FE0044
 FE0044.The orthometric height was determined by differential leveling
 FE0044.and adjusted by the National Geodetic Survey in June 1991..
 FE0044
 FE0044.The geoid height was determined by GEOID03.
 FE0044
 FE0044.The dynamic height is computed by dividing the NAVD 88
 FE0044.geopotential number by the normal gravity value computed on the
 FE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0044.degrees latitude (g = 980.6199 gals.).
 FE0044
 FE0044.The modeled gravity was interpolated from observed gravity values.
 FE0044
 FE0044;                    North         East    Units  Estimated Accuracy
 FE0044;SPC TN       -   171,290.      416,220.      MT  (+/- 180 meters Scaled)
 FE0044
 FE0044                          SUPERSEDED SURVEY CONTROL
 FE0044
 FE0044  NGVD 29 (??/??/??)  140.423  (m)          460.70   (f) ADJUSTED    2 0
 FE0044
 FE0044.Superseded values are not recommended for survey control.
 FE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0044.See file dsdata.txt to determine how the superseded data were derived.
 FE0044
 FE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE065689(NAD 83)
 FE0044_MARKER: DB = BENCH MARK DISK
 FE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0044_STAMPING: H 217 1959
 FE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0044+STABILITY: SURFACE MOTION
 FE0044
 FE0044  HISTORY     - Date     Condition        Report By
 FE0044  HISTORY     - 1959     MONUMENTED       CGS
 FE0044  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0044
 FE0044                          STATION DESCRIPTION
 FE0044
 FE0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0044'4.9 MI E FROM MC ILLWAIN.
 FE0044'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0044'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0044'MILE SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0044'HIGHWAY 69, THENCE 1.1 MLES EAST AND NORTH ON A GRAVELED ROAD
 FE0044'TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD,
 FE0044'THENCE 0.8 MILE NORTH ON A GRAVELED ROAD, THE MARK IS SET AT THE
 FE0044'WEST EDGE OF A WOODED AREA, 46 FT. EAST-NORTHEAST AND ACROSS THE
 FE0044'ROAD FROM A FENCE, 27 FT. EAST-NORTHEAST OF THE CENTER OF A
 FE0044'GRAVELED ROAD, 3.2 FT. NORTH OF A WITNESS SIGN, A DISK SET IN
 FE0044'TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT LEVEL WITH
 FE0044'THE ROAD.  NOTE-- ROAD IS NOW A 20 FT GRAVEL ROAD AND BANK HAS
 FE0044'BEEN SLOPED AND DITCHED ON N SIDE.
 FE0044
 FE0044                          STATION RECOVERY (1972)
 FE0044
 FE0044'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1148 ***********************************************************************
 FD1148  DESIGNATION -  H 218
 FD1148  PID         -  FD1148
 FD1148  STATE/COUNTY-  TN/HICKMAN
 FD1148  USGS QUAD   -  COBLE (1968)
 FD1148
 FD1148                         *CURRENT SURVEY CONTROL
 FD1148  ___________________________________________________________________
 FD1148* NAD 83(1986)-  35 51 48.     (N)    087 41 29.     (W)     SCALED    
 FD1148* NAVD 88     -       134.317  (meters)     440.67   (feet)  ADJUSTED  
 FD1148  ___________________________________________________________________
 FD1148  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1148  DYNAMIC HT  -         134.201 (meters)     440.29  (feet)  COMP
 FD1148  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 FD1148
 FD1148  VERT ORDER  -  SECOND    CLASS 0
 FD1148
 FD1148.The horizontal coordinates were scaled from a topographic map and have
 FD1148.an estimated accuracy of +/- 6 seconds.
 FD1148
 FD1148.The orthometric height was determined by differential leveling
 FD1148.and adjusted by the National Geodetic Survey in June 1991..
 FD1148
 FD1148.The geoid height was determined by GEOID03.
 FD1148
 FD1148.The dynamic height is computed by dividing the NAVD 88
 FD1148.geopotential number by the normal gravity value computed on the
 FD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1148.degrees latitude (g = 980.6199 gals.).
 FD1148
 FD1148.The modeled gravity was interpolated from observed gravity values.
 FD1148
 FD1148;                    North         East    Units  Estimated Accuracy
 FD1148;SPC TN       -   171,070.      447,250.      MT  (+/- 180 meters Scaled)
 FD1148
 FD1148                          SUPERSEDED SURVEY CONTROL
 FD1148
 FD1148  NGVD 29 (??/??/92)  134.345  (m)          440.76   (f) ADJ UNCH    2 0
 FD1148
 FD1148.Superseded values are not recommended for survey control.
 FD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1148.See file dsdata.txt to determine how the superseded data were derived.
 FD1148
 FD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE375690(NAD 83)
 FD1148_MARKER: DB = BENCH MARK DISK
 FD1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1148_SP_SET: GAS PUMP
 FD1148_STAMPING: H 218 1959
 FD1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1148
 FD1148  HISTORY     - Date     Condition        Report By
 FD1148  HISTORY     - 1959     MONUMENTED       CGS
 FD1148
 FD1148                          STATION DESCRIPTION
 FD1148
 FD1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1148'AT ONLY.
 FD1148'THIS MARK IS LOCATED ABOUT 150 FT. NORTHWEST OF THE MT. ZION
 FD1148'CHURCH AT ONLY, 47 FT. NORTH OF THE CENTER OF A GRAVELED ROAD,
 FD1148'45 FT. NORTHWEST OF THE CENTER OF A T JUNCTION, 36 FT. WEST OF
 FD1148'THE CENTER OF STATE HIGHWAY 6173, AND ABOUT 2 FT. ABOVE THE
 FD1148'LEVEL OF THE HIGHWAY, A DISK DRILLED IN THE TOP OF AN OLD GAS
 FD1148'PUMP FOUNDATION PROJECTING ABOUT 3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1446 ***********************************************************************
 GC1446  DESIGNATION -  H 219
 GC1446  PID         -  GC1446
 GC1446  STATE/COUNTY-  TN/DICKSON
 GC1446  USGS QUAD   -  BURNS (1986)
 GC1446
 GC1446                         *CURRENT SURVEY CONTROL
 GC1446  ___________________________________________________________________
 GC1446* NAD 83(1986)-  36 00 44.     (N)    087 20 03.     (W)     SCALED    
 GC1446* NAVD 88     -       267.932  (meters)     879.04   (feet)  ADJUSTED  
 GC1446  ___________________________________________________________________
 GC1446  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1446  DYNAMIC HT  -         267.697 (meters)     878.27  (feet)  COMP
 GC1446  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GC1446
 GC1446  VERT ORDER  -  SECOND    CLASS 0
 GC1446
 GC1446.The horizontal coordinates were scaled from a topographic map and have
 GC1446.an estimated accuracy of +/- 6 seconds.
 GC1446
 GC1446.The orthometric height was determined by differential leveling
 GC1446.and adjusted by the National Geodetic Survey in June 1991..
 GC1446
 GC1446.The geoid height was determined by GEOID03.
 GC1446
 GC1446.The dynamic height is computed by dividing the NAVD 88
 GC1446.geopotential number by the normal gravity value computed on the
 GC1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1446.degrees latitude (g = 980.6199 gals.).
 GC1446
 GC1446.The modeled gravity was interpolated from observed gravity values.
 GC1446
 GC1446;                    North         East    Units  Estimated Accuracy
 GC1446;SPC TN       -   187,090.      479,740.      MT  (+/- 180 meters Scaled)
 GC1446
 GC1446                          SUPERSEDED SURVEY CONTROL
 GC1446
 GC1446  NGVD 29 (??/??/92)  267.920  (m)          879.00   (f) ADJ UNCH    2 0
 GC1446
 GC1446.Superseded values are not recommended for survey control.
 GC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1446.See file dsdata.txt to determine how the superseded data were derived.
 GC1446
 GC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE698853(NAD 83)
 GC1446_MARKER: DB = BENCH MARK DISK
 GC1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1446_STAMPING: H 219 1959
 GC1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1446+STABILITY: SURFACE MOTION
 GC1446
 GC1446  HISTORY     - Date     Condition        Report By
 GC1446  HISTORY     - 1959     MONUMENTED       CGS
 GC1446
 GC1446                          STATION DESCRIPTION
 GC1446
 GC1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1446'AT TIDWELL.
 GC1446'THIS MARK IS LOCATED AT THE T JUNCTION OF A GRAVELED ROAD AND
 GC1446'STATE HIGHWAY 46 AT TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT
 GC1446'3.8 MILES SOUTH OF COLESBURG ON STATE HIGHWAY 46), 72 FT. NORTH
 GC1446'OF THE CENTER OF A RAILROAD CROSSING AND A GRAVEL ROAD, 17.6
 GC1446'FT. WEST OF THE WEST RAIL OF THE RAILROAD, 41 FT. EAST OF THE
 GC1446'CENTER OF A PRIVATE DRIVE LEADING TO A BARN, 2.1 FT. NORTH OF A
 GC1446'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC1446'4 INCHES, AND ABOUT 1 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0723 ***********************************************************************
 FD0723  DESIGNATION -  H 22
 FD0723  PID         -  FD0723
 FD0723  STATE/COUNTY-  TN/HICKMAN
 FD0723  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0723
 FD0723                         *CURRENT SURVEY CONTROL
 FD0723  ___________________________________________________________________
 FD0723* NAD 83(1986)-  35 54 10.     (N)    087 23 12.     (W)     SCALED    
 FD0723* NAVD 88     -       261.171  (meters)     856.86   (feet)  ADJUSTED  
 FD0723  ___________________________________________________________________
 FD0723  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0723  DYNAMIC HT  -         260.941 (meters)     856.10  (feet)  COMP
 FD0723  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 FD0723
 FD0723  VERT ORDER  -  SECOND    CLASS 0
 FD0723
 FD0723.The horizontal coordinates were scaled from a topographic map and have
 FD0723.an estimated accuracy of +/- 6 seconds.
 FD0723
 FD0723.The orthometric height was determined by differential leveling
 FD0723.and adjusted by the National Geodetic Survey in June 1991..
 FD0723
 FD0723.The geoid height was determined by GEOID03.
 FD0723
 FD0723.The dynamic height is computed by dividing the NAVD 88
 FD0723.geopotential number by the normal gravity value computed on the
 FD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0723.degrees latitude (g = 980.6199 gals.).
 FD0723
 FD0723.The modeled gravity was interpolated from observed gravity values.
 FD0723
 FD0723;                    North         East    Units  Estimated Accuracy
 FD0723;SPC TN       -   175,020.      474,830.      MT  (+/- 180 meters Scaled)
 FD0723
 FD0723                          SUPERSEDED SURVEY CONTROL
 FD0723
 FD0723  NGVD 29 (??/??/92)  261.156  (m)          856.81   (f) ADJ UNCH    2 0
 FD0723
 FD0723.Superseded values are not recommended for survey control.
 FD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0723.See file dsdata.txt to determine how the superseded data were derived.
 FD0723
 FD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE651732(NAD 83)
 FD0723_MARKER: DB = BENCH MARK DISK
 FD0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0723_STAMPING: H 22 1934
 FD0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0723+STABILITY: SURFACE MOTION
 FD0723
 FD0723  HISTORY     - Date     Condition        Report By
 FD0723  HISTORY     - 1934     MONUMENTED       CGS
 FD0723
 FD0723                          STATION DESCRIPTION
 FD0723
 FD0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0723'2.8 MI S FROM LYLE.
 FD0723'2.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0723'RAILWAY FROM LYLE, HICKMAN COUNTY, 6-1/4 POLES SOUTH OF MILEPOST
 FD0723'17, 15 FEET SOUTHWEST OF THE CENTER OF A DIM-ROAD CROSSING, AND
 FD0723'18 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FD0723'DISK, STAMPED H 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0582 ***********************************************************************
 GC0582  DESIGNATION -  H 220
 GC0582  PID         -  GC0582
 GC0582  STATE/COUNTY-  TN/DAVIDSON
 GC0582  USGS QUAD   -  SCOTTSBORO (1983)
 GC0582
 GC0582                         *CURRENT SURVEY CONTROL
 GC0582  ___________________________________________________________________
 GC0582* NAD 83(1986)-  36 08 32.     (N)    086 52 34.     (W)     SCALED    
 GC0582* NAVD 88     -       152.891  (meters)     501.61   (feet)  ADJUSTED  
 GC0582  ___________________________________________________________________
 GC0582  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0582  DYNAMIC HT  -         152.760 (meters)     501.18  (feet)  COMP
 GC0582  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0582
 GC0582  VERT ORDER  -  SECOND    CLASS 0
 GC0582
 GC0582.The horizontal coordinates were scaled from a topographic map and have
 GC0582.an estimated accuracy of +/- 6 seconds.
 GC0582
 GC0582.The orthometric height was determined by differential leveling
 GC0582.and adjusted by the National Geodetic Survey in June 1991..
 GC0582
 GC0582.The geoid height was determined by GEOID03.
 GC0582
 GC0582.The dynamic height is computed by dividing the NAVD 88
 GC0582.geopotential number by the normal gravity value computed on the
 GC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0582.degrees latitude (g = 980.6199 gals.).
 GC0582
 GC0582.The modeled gravity was interpolated from observed gravity values.
 GC0582
 GC0582;                    North         East    Units  Estimated Accuracy
 GC0582;SPC TN       -   201,050.      521,150.      MT  (+/- 180 meters Scaled)
 GC0582
 GC0582                          SUPERSEDED SURVEY CONTROL
 GC0582
 GC0582  NGVD 29 (??/??/92)  152.912  (m)          501.68   (f) ADJ UNCH    2 0
 GC0582
 GC0582.Superseded values are not recommended for survey control.
 GC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0582.See file dsdata.txt to determine how the superseded data were derived.
 GC0582
 GC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE111997(NAD 83)
 GC0582_MARKER: DB = BENCH MARK DISK
 GC0582_SETTING: 66 = SET IN ROCK OUTCROP
 GC0582_SP_SET: ROCK OUTCROP
 GC0582_STAMPING: H 220 1959
 GC0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0582+STABILITY: POSITION/ELEVATION WELL
 GC0582
 GC0582  HISTORY     - Date     Condition        Report By
 GC0582  HISTORY     - 1959     MONUMENTED       CGS
 GC0582
 GC0582                          STATION DESCRIPTION
 GC0582
 GC0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0582'2.2 MI WSW FROM NASHVILLE.
 GC0582'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0582'NASHVILLE, GO 2.2 MILES WEST-SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0582'HIGHWAY 70 N), ABOUT 235 FT. NORTHEAST OF A PRIVATE DRIVEWAY
 GC0582'LEADING NORTHWEST, 93 FT. SOUTHWEST OF POWER LINE POLE NO. 345,
 GC0582'AND 32 FT. NORTHWEST OF THE CENTER OF THE HIGHWAY, A DISK DRILLED
 GC0582'IN THE TOP OF A LARGE ROCK OUTCROP AND 5 FT. EAST OF A FENCE,
 GC0582'ABOUT 5 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE (THIS MARK IS
 GC0582'ABOUT 0.85 MILE SOUTHWEST OF THUNDER 1959).  NOTE-- HEAVY ROAD
 GC0582'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0530 ***********************************************************************
 GC0530  DESIGNATION -  H 221
 GC0530  PID         -  GC0530
 GC0530  STATE/COUNTY-  TN/ROBERTSON
 GC0530  USGS QUAD   -  WHITE HOUSE (1981)
 GC0530
 GC0530                         *CURRENT SURVEY CONTROL
 GC0530  ___________________________________________________________________
 GC0530* NAD 83(1986)-  36 24 34.     (N)    086 42 12.     (W)     SCALED    
 GC0530* NAVD 88     -       269.383  (meters)     883.80   (feet)  ADJUSTED  
 GC0530  ___________________________________________________________________
 GC0530  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC0530  DYNAMIC HT  -         269.154 (meters)     883.05  (feet)  COMP
 GC0530  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GC0530
 GC0530  VERT ORDER  -  SECOND    CLASS 0
 GC0530
 GC0530.The horizontal coordinates were scaled from a topographic map and have
 GC0530.an estimated accuracy of +/- 6 seconds.
 GC0530
 GC0530.The orthometric height was determined by differential leveling
 GC0530.and adjusted by the National Geodetic Survey in June 1991..
 GC0530
 GC0530.The geoid height was determined by GEOID03.
 GC0530
 GC0530.The dynamic height is computed by dividing the NAVD 88
 GC0530.geopotential number by the normal gravity value computed on the
 GC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0530.degrees latitude (g = 980.6199 gals.).
 GC0530
 GC0530.The modeled gravity was interpolated from observed gravity values.
 GC0530
 GC0530;                    North         East    Units  Estimated Accuracy
 GC0530;SPC TN       -   230,570.      536,920.      MT  (+/- 180 meters Scaled)
 GC0530
 GC0530                          SUPERSEDED SURVEY CONTROL
 GC0530
 GC0530  NGVD 29 (??/??/92)  269.439  (m)          883.98   (f) ADJ UNCH    2 0
 GC0530
 GC0530.Superseded values are not recommended for survey control.
 GC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0530.See file dsdata.txt to determine how the superseded data were derived.
 GC0530
 GC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF265294(NAD 83)
 GC0530_MARKER: DB = BENCH MARK DISK
 GC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0530_STAMPING: H 221 1959
 GC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0530+STABILITY: SURFACE MOTION
 GC0530
 GC0530  HISTORY     - Date     Condition        Report By
 GC0530  HISTORY     - 1959     MONUMENTED       CGS
 GC0530  HISTORY     - 1960     GOOD             NGS
 GC0530
 GC0530                          STATION DESCRIPTION
 GC0530
 GC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0530'7.5 MI SW FROM WHITE HOUSE.
 GC0530'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0530'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0530'THENCE 2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 1.85 MILES
 GC0530'SOUTH ON U.S. HIGHWAY 31 W, THENCE 0.1 MILES SOUTH ON A BLACK
 GC0530'TOP ROAD, THENCE 0.8 MILE WEST ON A GRAVELED ROAD, ABOUT 0.05
 GC0530'MILE WEST OF A PRIVATE DRIVE, 23 FT. SOUTH OF THE CENTER OF THE
 GC0530'GRAVELED ROAD, 5.6 FT. SOUTH OF A FENCE CORNER POST, 1.4 FT.
 GC0530'WEST OF A FENCE AND 2 FT. SOUTH OF A WITNESS SIGN, A DISK SET
 GC0530'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL
 GC0530'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1015 ***********************************************************************
 GC1015  DESIGNATION -  H 222
 GC1015  PID         -  GC1015
 GC1015  STATE/COUNTY-  TN/SUMNER
 GC1015  USGS QUAD   -  PORTLAND (1981)
 GC1015
 GC1015                         *CURRENT SURVEY CONTROL
 GC1015  ___________________________________________________________________
 GC1015* NAD 83(1986)-  36 37 04.     (N)    086 32 03.     (W)     SCALED    
 GC1015* NAVD 88     -       236.536  (meters)     776.04   (feet)  ADJUSTED  
 GC1015  ___________________________________________________________________
 GC1015  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GC1015  DYNAMIC HT  -         236.338 (meters)     775.39  (feet)  COMP
 GC1015  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GC1015
 GC1015  VERT ORDER  -  SECOND    CLASS 0
 GC1015
 GC1015.The horizontal coordinates were scaled from a topographic map and have
 GC1015.an estimated accuracy of +/- 6 seconds.
 GC1015
 GC1015.The orthometric height was determined by differential leveling
 GC1015.and adjusted by the National Geodetic Survey in June 1991..
 GC1015
 GC1015.The geoid height was determined by GEOID03.
 GC1015
 GC1015.The dynamic height is computed by dividing the NAVD 88
 GC1015.geopotential number by the normal gravity value computed on the
 GC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1015.degrees latitude (g = 980.6199 gals.).
 GC1015
 GC1015.The modeled gravity was interpolated from observed gravity values.
 GC1015
 GC1015;                    North         East    Units  Estimated Accuracy
 GC1015;SPC TN       -   253,600.      552,210.      MT  (+/- 180 meters Scaled)
 GC1015
 GC1015                          SUPERSEDED SURVEY CONTROL
 GC1015
 GC1015  NGVD 29 (??/??/92)  236.623  (m)          776.32   (f) ADJ UNCH    2 0
 GC1015
 GC1015.Superseded values are not recommended for survey control.
 GC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1015.See file dsdata.txt to determine how the superseded data were derived.
 GC1015
 GC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF416525(NAD 83)
 GC1015_MARKER: DB = BENCH MARK DISK
 GC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1015+STABILITY: SURFACE MOTION
 GC1015
 GC1015  HISTORY     - Date     Condition        Report By
 GC1015  HISTORY     - UNK      MONUMENTED       CGS
 GC1015  HISTORY     - 1959     GOOD             NGS
 GC1015
 GC1015                          STATION DESCRIPTION
 GC1015
 GC1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1015'1 MI S FROM MITCHELLVILLE.
 GC1015'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1015'RAILROAD IN MITCHELLVILLE, GO SOUTH ON THE RAILROAD FOR 1.05
 GC1015'MILES TO A GRAVEL ROAD CROSSING, 49 FT. NORTH OF THE CENTER
 GC1015'OF THE GRAVEL ROAD, 45 FT. NORTHEAST OF THE CENTER OF THE
 GC1015'CROSSING, 25 FT. EAST OF THE EAST RAIL OF THE RAILROAD, 45 FT.
 GC1015'WEST OF A TREE THAT FORKS 2 FT. ABOVE THE GROUND INTO 4 TREES,
 GC1015'AND 2 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1015'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 4 FT. BELOW THE
 GC1015'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0678 ***********************************************************************
 GC0678  DESIGNATION -  H 223
 GC0678  PID         -  GC0678
 GC0678  STATE/COUNTY-  TN/WILLIAMSON
 GC0678  USGS QUAD   -  OAK HILL (1968)
 GC0678
 GC0678                         *CURRENT SURVEY CONTROL
 GC0678  ___________________________________________________________________
 GC0678* NAD 83(1986)-  36 01 36.     (N)    086 47 07.     (W)     SCALED    
 GC0678* NAVD 88     -       214.605  (meters)     704.08   (feet)  ADJUSTED  
 GC0678  ___________________________________________________________________
 GC0678  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0678  DYNAMIC HT  -         214.418 (meters)     703.47  (feet)  COMP
 GC0678  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GC0678
 GC0678  VERT ORDER  -  SECOND    CLASS 0
 GC0678
 GC0678.The horizontal coordinates were scaled from a topographic map and have
 GC0678.an estimated accuracy of +/- 6 seconds.
 GC0678
 GC0678.The orthometric height was determined by differential leveling
 GC0678.and adjusted by the National Geodetic Survey in June 1991..
 GC0678
 GC0678.The geoid height was determined by GEOID03.
 GC0678
 GC0678.The dynamic height is computed by dividing the NAVD 88
 GC0678.geopotential number by the normal gravity value computed on the
 GC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0678.degrees latitude (g = 980.6199 gals.).
 GC0678
 GC0678.The modeled gravity was interpolated from observed gravity values.
 GC0678
 GC0678;                    North         East    Units  Estimated Accuracy
 GC0678;SPC TN       -   188,160.      529,220.      MT  (+/- 180 meters Scaled)
 GC0678
 GC0678                          SUPERSEDED SURVEY CONTROL
 GC0678
 GC0678  NGVD 29 (??/??/92)  214.612  (m)          704.11   (f) ADJ UNCH    2 0
 GC0678
 GC0678.Superseded values are not recommended for survey control.
 GC0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0678.See file dsdata.txt to determine how the superseded data were derived.
 GC0678
 GC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193869(NAD 83)
 GC0678_MARKER: DB = BENCH MARK DISK
 GC0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0678_STAMPING: H 223 1960
 GC0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0678+STABILITY: SURFACE MOTION
 GC0678
 GC0678  HISTORY     - Date     Condition        Report By
 GC0678  HISTORY     - 1960     MONUMENTED       CGS
 GC0678
 GC0678                          STATION DESCRIPTION
 GC0678
 GC0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0678'1 MI S FROM BRENTWOOD.
 GC0678'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0678'HIGHWAY 31, THEN 0.9 MILE SOUTH ON WILSON PIKE ROAD.  THE BENCH
 GC0678'MARK IS ABOUT 275 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY
 GC0678'65, 18 FT. WEST OF THE CENTER OF WILSON PIKE ROAD, 8 FT. SOUTHWEST
 GC0678'OF A POWER LINE POLE, AND 2 FT. WEST OF A WITNESS SIGN.  THE
 GC0678'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GC0678'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0679 ***********************************************************************
 GC0679  DESIGNATION -  H 223 RESET
 GC0679  PID         -  GC0679
 GC0679  STATE/COUNTY-  TN/WILLIAMSON
 GC0679  USGS QUAD   -  OAK HILL (1968)
 GC0679
 GC0679                         *CURRENT SURVEY CONTROL
 GC0679  ___________________________________________________________________
 GC0679* NAD 83(1986)-  36 01 36.     (N)    086 47 07.     (W)     SCALED    
 GC0679* NAVD 88     -       214.92   (+/-2cm)     705.1    (feet)  VERTCON   
 GC0679  ___________________________________________________________________
 GC0679  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0679
 GC0679  VERT ORDER  -  THIRD (See Below)
 GC0679
 GC0679.The horizontal coordinates were scaled from a topographic map and have
 GC0679.an estimated accuracy of +/- 6 seconds.
 GC0679
 GC0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0679.The vertical order pertains to the NGVD 29 superseded value.
 GC0679
 GC0679.The geoid height was determined by GEOID03.
 GC0679
 GC0679;                    North         East    Units  Estimated Accuracy
 GC0679;SPC TN       -   188,160.      529,220.      MT  (+/- 180 meters Scaled)
 GC0679
 GC0679                          SUPERSEDED SURVEY CONTROL
 GC0679
 GC0679  NGVD 29 (??/??/??)  214.94   (m)          705.2    (f) RESET       3  
 GC0679
 GC0679.Superseded values are not recommended for survey control.
 GC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0679.See file dsdata.txt to determine how the superseded data were derived.
 GC0679
 GC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193869(NAD 83)
 GC0679_MARKER: DD = SURVEY DISK
 GC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0679_STAMPING: H 223 1960 RESET 1963
 GC0679_MARK LOGO: TNHD  
 GC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0679+STABILITY: SURFACE MOTION
 GC0679
 GC0679  HISTORY     - Date     Condition        Report By
 GC0679  HISTORY     - 1963     MONUMENTED       TNHD
 GC0679  HISTORY     - 1964     GOOD             NGS
 GC0679
 GC0679                          STATION DESCRIPTION
 GC0679
 GC0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0679'0.9 MI S FROM BRENTWOOD.
 GC0679'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0679'HIGHWAY 31, THEN 0.9 MILES SOUTH ON WILSON PIKE ROAD.  THE BENCH
 GC0679'MARK IS ABOUT 300 FEET WEST OF THE CENTER OF INTERSTATE HIGHWAY
 GC0679'65, 51 FEET EAST OF THE CENTER OF WILSON PIKE ROAD, 2 FEET SOUTHWEST
 GC0679'OF A 6-INCH ELM TREE AND FENCE CORNER, AND 2 FEET NORTHWEST OF
 GC0679'A WITNESS SIGN, SET IN TOP OF A CONCRETE MONUMENT ABOUT 1 INCH
 GC0679'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0589 ***********************************************************************
 FD0589  DESIGNATION -  H 224
 FD0589  PID         -  FD0589
 FD0589  STATE/COUNTY-  TN/MAURY
 FD0589  USGS QUAD   -  GLENDALE (1981)
 FD0589
 FD0589                         *CURRENT SURVEY CONTROL
 FD0589  ___________________________________________________________________
 FD0589* NAD 83(1986)-  35 34 44.     (N)    086 54 17.     (W)     SCALED    
 FD0589* NAVD 88     -       191.320  (meters)     627.69   (feet)  ADJUSTED  
 FD0589  ___________________________________________________________________
 FD0589  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0589  DYNAMIC HT  -         191.151 (meters)     627.13  (feet)  COMP
 FD0589  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FD0589
 FD0589  VERT ORDER  -  SECOND    CLASS 0
 FD0589
 FD0589.The horizontal coordinates were scaled from a topographic map and have
 FD0589.an estimated accuracy of +/- 6 seconds.
 FD0589
 FD0589.The orthometric height was determined by differential leveling
 FD0589.and adjusted by the National Geodetic Survey in June 1991..
 FD0589
 FD0589.The geoid height was determined by GEOID03.
 FD0589
 FD0589.The dynamic height is computed by dividing the NAVD 88
 FD0589.geopotential number by the normal gravity value computed on the
 FD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0589.degrees latitude (g = 980.6199 gals.).
 FD0589
 FD0589.The modeled gravity was interpolated from observed gravity values.
 FD0589
 FD0589;                    North         East    Units  Estimated Accuracy
 FD0589;SPC TN       -   138,570.      518,000.      MT  (+/- 180 meters Scaled)
 FD0589
 FD0589                          SUPERSEDED SURVEY CONTROL
 FD0589
 FD0589  NGVD 29 (??/??/92)  191.302  (m)          627.63   (f) ADJ UNCH    2 0
 FD0589
 FD0589.Superseded values are not recommended for survey control.
 FD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0589.See file dsdata.txt to determine how the superseded data were derived.
 FD0589
 FD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE086372(NAD 83)
 FD0589_MARKER: DB = BENCH MARK DISK
 FD0589_SETTING: 66 = SET IN ROCK OUTCROP
 FD0589_SP_SET: OUTCROPPING BEDROCK
 FD0589_STAMPING: H 224 1960
 FD0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0589+STABILITY: POSITION/ELEVATION WELL
 FD0589
 FD0589  HISTORY     - Date     Condition        Report By
 FD0589  HISTORY     - 1960     MONUMENTED       CGS
 FD0589
 FD0589                          STATION DESCRIPTION
 FD0589
 FD0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0589'4.9 MI NW FROM BRYANT.
 FD0589'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0589'50 FOR 0.7 MILE, THEN 4.2 MILES NORTH ON INTERSTATE HIGHWAY 65 TO
 FD0589'THE INTERSECTION OF HOWARD BRIDGE ROAD.  THE BENCH MARK IS ABOUT
 FD0589'250 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 18 FT.
 FD0589'SOUTH OF THE CENTER OF HOWARD BRIDGE ROAD, 4 FT. SOUTH OF A
 FD0589'FENCE AND 4.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS CEMENTED
 FD0589'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0429 ***********************************************************************
 FD0429  DESIGNATION -  H 225
 FD0429  PID         -  FD0429
 FD0429  STATE/COUNTY-  TN/GILES
 FD0429  USGS QUAD   -  TARPLEY (1982)
 FD0429
 FD0429                         *CURRENT SURVEY CONTROL
 FD0429  ___________________________________________________________________
 FD0429* NAD 83(1986)-  35 09 14.     (N)    086 52 45.     (W)     SCALED    
 FD0429* NAVD 88     -       217.628  (meters)     714.00   (feet)  ADJUSTED  
 FD0429  ___________________________________________________________________
 FD0429  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0429  DYNAMIC HT  -         217.425 (meters)     713.34  (feet)  COMP
 FD0429  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FD0429
 FD0429  VERT ORDER  -  SECOND    CLASS 0
 FD0429
 FD0429.The horizontal coordinates were scaled from a topographic map and have
 FD0429.an estimated accuracy of +/- 6 seconds.
 FD0429
 FD0429.The orthometric height was determined by differential leveling
 FD0429.and adjusted by the National Geodetic Survey in June 1991..
 FD0429
 FD0429.The geoid height was determined by GEOID03.
 FD0429
 FD0429.The dynamic height is computed by dividing the NAVD 88
 FD0429.geopotential number by the normal gravity value computed on the
 FD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0429.degrees latitude (g = 980.6199 gals.).
 FD0429
 FD0429.The modeled gravity was interpolated from observed gravity values.
 FD0429
 FD0429;                    North         East    Units  Estimated Accuracy
 FD0429;SPC TN       -    91,400.      519,890.      MT  (+/- 180 meters Scaled)
 FD0429
 FD0429                          SUPERSEDED SURVEY CONTROL
 FD0429
 FD0429  NGVD 29 (??/??/92)  217.601  (m)          713.91   (f) ADJ UNCH    2 0
 FD0429
 FD0429.Superseded values are not recommended for survey control.
 FD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0429.See file dsdata.txt to determine how the superseded data were derived.
 FD0429
 FD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110901(NAD 83)
 FD0429_MARKER: DB = BENCH MARK DISK
 FD0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0429_STAMPING: H 225 1960
 FD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0429+STABILITY: SURFACE MOTION
 FD0429
 FD0429  HISTORY     - Date     Condition        Report By
 FD0429  HISTORY     - 1960     MONUMENTED       CGS
 FD0429
 FD0429                          STATION DESCRIPTION
 FD0429
 FD0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0429'1.2 MI N FROM BUNKER HILL.
 FD0429'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0429'FOR 1.2 MILE.  THE BENCH MARK IS SET DIRECTLY UNDER A POWER
 FD0429'LINE IN THE MIDDLE OF 2 POLES, ABOUT 175 FT. WEST OF THE CENTER
 FD0429'OF THE PROPOSED INTERSTATE HIGHWAY, 20 FT. WEST OF THE CENTER
 FD0429'OF THE PAVED ROAD, 3 FT. SOUTH OF A FENCE CORNER, AND 1.9 FT.
 FD0429'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0429'POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0430 ***********************************************************************
 FD0430  DESIGNATION -  H 225 RESET
 FD0430  PID         -  FD0430
 FD0430  STATE/COUNTY-  TN/GILES
 FD0430  USGS QUAD   -  TARPLEY (1982)
 FD0430
 FD0430                         *CURRENT SURVEY CONTROL
 FD0430  ___________________________________________________________________
 FD0430* NAD 83(1986)-  35 09 14.     (N)    086 52 45.     (W)     SCALED    
 FD0430* NAVD 88     -       218.25   (+/-2cm)     716.0    (feet)  VERTCON   
 FD0430  ___________________________________________________________________
 FD0430  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0430
 FD0430  VERT ORDER  -  THIRD (See Below)
 FD0430
 FD0430.The horizontal coordinates were scaled from a topographic map and have
 FD0430.an estimated accuracy of +/- 6 seconds.
 FD0430
 FD0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0430.The vertical order pertains to the NGVD 29 superseded value.
 FD0430
 FD0430.The geoid height was determined by GEOID03.
 FD0430
 FD0430;                    North         East    Units  Estimated Accuracy
 FD0430;SPC TN       -    91,400.      519,890.      MT  (+/- 180 meters Scaled)
 FD0430
 FD0430                          SUPERSEDED SURVEY CONTROL
 FD0430
 FD0430  NGVD 29 (??/??/??)  218.23   (m)          716.0    (f) RESET       3  
 FD0430
 FD0430.Superseded values are not recommended for survey control.
 FD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0430.See file dsdata.txt to determine how the superseded data were derived.
 FD0430
 FD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110901(NAD 83)
 FD0430_MARKER: DB = BENCH MARK DISK
 FD0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0430_STAMPING: H 225 1960 RESET 1963
 FD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0430+STABILITY: SURFACE MOTION
 FD0430
 FD0430  HISTORY     - Date     Condition        Report By
 FD0430  HISTORY     - 1963     MONUMENTED       TNHD
 FD0430
 FD0430                          STATION DESCRIPTION
 FD0430
 FD0430'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0430'1.2 MI N FROM BUNKER HILL.
 FD0430'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO NORTH
 FD0430'ON A PAVED ROAD FOR 1.2 MILES TO THE MARK ON THE RIGHT, 24
 FD0430'FEET EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD, 2 FEET
 FD0430'NORTHEAST OF A FENCE CORNER, 1.2 FEET EAST OF A WITNESS SIGN,
 FD0430'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 FD0430'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0242 ***********************************************************************
 GC0242  DESIGNATION -  H 226
 GC0242  PID         -  GC0242
 GC0242  STATE/COUNTY-  TN/WILSON
 GC0242  USGS QUAD   -  MARTHA (1975)
 GC0242
 GC0242                         *CURRENT SURVEY CONTROL
 GC0242  ___________________________________________________________________
 GC0242* NAD 83(1986)-  36 10 29.     (N)    086 29 12.     (W)     SCALED    
 GC0242* NAVD 88     -       189.739  (meters)     622.50   (feet)  ADJUSTED  
 GC0242  ___________________________________________________________________
 GC0242  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0242  DYNAMIC HT  -         189.579 (meters)     621.98  (feet)  COMP
 GC0242  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GC0242
 GC0242  VERT ORDER  -  SECOND    CLASS 0
 GC0242
 GC0242.The horizontal coordinates were scaled from a topographic map and have
 GC0242.an estimated accuracy of +/- 6 seconds.
 GC0242
 GC0242.The orthometric height was determined by differential leveling
 GC0242.and adjusted by the National Geodetic Survey in June 1991..
 GC0242
 GC0242.The geoid height was determined by GEOID03.
 GC0242
 GC0242.The dynamic height is computed by dividing the NAVD 88
 GC0242.geopotential number by the normal gravity value computed on the
 GC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0242.degrees latitude (g = 980.6199 gals.).
 GC0242
 GC0242.The modeled gravity was interpolated from observed gravity values.
 GC0242
 GC0242;                    North         East    Units  Estimated Accuracy
 GC0242;SPC TN       -   204,410.      556,220.      MT  (+/- 180 meters Scaled)
 GC0242
 GC0242                          SUPERSEDED SURVEY CONTROL
 GC0242
 GC0242  NGVD 29 (??/??/92)  189.788  (m)          622.66   (f) ADJ UNCH    2 0
 GC0242
 GC0242.Superseded values are not recommended for survey control.
 GC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0242.See file dsdata.txt to determine how the superseded data were derived.
 GC0242
 GC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461034(NAD 83)
 GC0242_MARKER: DB = BENCH MARK DISK
 GC0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0242_STAMPING: H 226 1960
 GC0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0242+STABILITY: SURFACE MOTION
 GC0242
 GC0242  HISTORY     - Date     Condition        Report By
 GC0242  HISTORY     - 1960     MONUMENTED       CGS
 GC0242
 GC0242                          STATION DESCRIPTION
 GC0242
 GC0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0242'3.4 MI SE FROM MOUNT JULIET.
 GC0242'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0242'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0242'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0242'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE EAST ON A GRAVELED ROAD.
 GC0242'THE BENCH MARK IS ABOUT 180 FT. SOUTH OF THE CENTER OF THE
 GC0242'PROPOSED INTERSTATE HIGHWAY 40, 19 FT. NORTH OF THE CENTER OF
 GC0242'THE GRAVELED ROAD, 15 FT. WEST OF A FENCE CORNER, 3.4 FT. SOUTH
 GC0242'OF A FENCE, 1.8 FT. WEST OF A WITNESS SIGN, AND JUST NORTH OF A
 GC0242'SHARP CURVE IN THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A
 GC0242'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH THE
 GC0242'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0293 ***********************************************************************
 GC0293  DESIGNATION -  H 227
 GC0293  PID         -  GC0293
 GC0293  STATE/COUNTY-  TN/SMITH
 GC0293  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0293
 GC0293                         *CURRENT SURVEY CONTROL
 GC0293  ___________________________________________________________________
 GC0293* NAD 83(1986)-  36 10 16.     (N)    086 02 42.     (W)     SCALED    
 GC0293* NAVD 88     -       219.029  (meters)     718.60   (feet)  ADJUSTED  
 GC0293  ___________________________________________________________________
 GC0293  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0293  DYNAMIC HT  -         218.842 (meters)     717.98  (feet)  COMP
 GC0293  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 GC0293
 GC0293  VERT ORDER  -  SECOND    CLASS 0
 GC0293
 GC0293.The horizontal coordinates were scaled from a topographic map and have
 GC0293.an estimated accuracy of +/- 6 seconds.
 GC0293
 GC0293.The orthometric height was determined by differential leveling
 GC0293.and adjusted by the National Geodetic Survey in June 1991..
 GC0293
 GC0293.The geoid height was determined by GEOID03.
 GC0293
 GC0293.The dynamic height is computed by dividing the NAVD 88
 GC0293.geopotential number by the normal gravity value computed on the
 GC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0293.degrees latitude (g = 980.6199 gals.).
 GC0293
 GC0293.The modeled gravity was interpolated from observed gravity values.
 GC0293
 GC0293;                    North         East    Units  Estimated Accuracy
 GC0293;SPC TN       -   203,900.      595,950.      MT  (+/- 180 meters Scaled)
 GC0293
 GC0293                          SUPERSEDED SURVEY CONTROL
 GC0293
 GC0293  NGVD 29 (??/??/92)  219.090  (m)          718.80   (f) ADJ UNCH    2 0
 GC0293
 GC0293.Superseded values are not recommended for survey control.
 GC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0293.See file dsdata.txt to determine how the superseded data were derived.
 GC0293
 GC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF858033(NAD 83)
 GC0293_MARKER: DB = BENCH MARK DISK
 GC0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0293_STAMPING: H 227 1960
 GC0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0293+STABILITY: SURFACE MOTION
 GC0293
 GC0293  HISTORY     - Date     Condition        Report By
 GC0293  HISTORY     - 1960     MONUMENTED       CGS
 GC0293
 GC0293                          STATION DESCRIPTION
 GC0293
 GC0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0293'2.3 MI W FROM NEW MIDDLETON.
 GC0293'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0293'141 FOR 2.3 MILES.  THE BENCH MARK IS ABOUT 233 FT. NORTH OF THE
 GC0293'CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 19 FT. WEST OF THE
 GC0293'CENTER OF A PRIVATE DRIVE, 18 FT. SOUTH OF THE CENTER OF STATE
 GC0293'HIGHWAY 141, 6 FT. WEST OF A TELEPHONE POLE, 1 FT. NORTH OF A
 GC0293'FENCE, AND 1.1 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET
 GC0293'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 2
 GC0293'FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0614 ***********************************************************************
 FD0614  DESIGNATION -  H 228
 FD0614  PID         -  FD0614
 FD0614  STATE/COUNTY-  TN/RUTHERFORD
 FD0614  USGS QUAD   -  SMYRNA (1998)
 FD0614
 FD0614                         *CURRENT SURVEY CONTROL
 FD0614  ___________________________________________________________________
 FD0614* NAD 83(1986)-  35 55 14.     (N)    086 31 20.     (W)     SCALED    
 FD0614* NAVD 88     -       171.486  (meters)     562.62   (feet)  ADJUSTED  
 FD0614  ___________________________________________________________________
 FD0614  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0614  DYNAMIC HT  -         171.337 (meters)     562.13  (feet)  COMP
 FD0614  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0614
 FD0614  VERT ORDER  -  SECOND    CLASS 0
 FD0614
 FD0614.The horizontal coordinates were scaled from a topographic map and have
 FD0614.an estimated accuracy of +/- 6 seconds.
 FD0614
 FD0614.The orthometric height was determined by differential leveling
 FD0614.and adjusted by the National Geodetic Survey in June 1991..
 FD0614
 FD0614.The geoid height was determined by GEOID03.
 FD0614
 FD0614.The dynamic height is computed by dividing the NAVD 88
 FD0614.geopotential number by the normal gravity value computed on the
 FD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0614.degrees latitude (g = 980.6199 gals.).
 FD0614
 FD0614.The modeled gravity was interpolated from observed gravity values.
 FD0614
 FD0614;                    North         East    Units  Estimated Accuracy
 FD0614;SPC TN       -   176,230.      552,870.      MT  (+/- 180 meters Scaled)
 FD0614
 FD0614                          SUPERSEDED SURVEY CONTROL
 FD0614
 FD0614  NGVD 29 (??/??/92)  171.502  (m)          562.67   (f) ADJ UNCH    2 0
 FD0614
 FD0614.Superseded values are not recommended for survey control.
 FD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0614.See file dsdata.txt to determine how the superseded data were derived.
 FD0614
 FD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE431752(NAD 83)
 FD0614_MARKER: DB = BENCH MARK DISK
 FD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0614_STAMPING: H 228 1960
 FD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0614+STABILITY: SURFACE MOTION
 FD0614
 FD0614  HISTORY     - Date     Condition        Report By
 FD0614  HISTORY     - 1960     MONUMENTED       CGS
 FD0614  HISTORY     - 20010226 GOOD             TNDT
 FD0614
 FD0614                          STATION DESCRIPTION
 FD0614
 FD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0614'13.5 MI NW FROM MURFREESBORO.
 FD0614'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0614'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0614'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2
 FD0614'MILES WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN
 FD0614'ROAD TO A Y JUNCTION, THEN 0.9 MILE WEST ON A GRAVELED ROAD TO
 FD0614'A Y JUNCTION.  THE BENCH MARK IS 110 FT. WEST OF THE CENTER OF
 FD0614'BAKER ROAD, 20 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 9 FT.
 FD0614'EAST OF A FENCE CORNER, 1 FT. SOUTH OF A FENCE, AND 1.3 FT. NORTH
 FD0614'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0614'PROJECTING 2 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FD0614'GRAVELED ROAD.
 FD0614
 FD0614                          STATION RECOVERY (2001)
 FD0614
 FD0614'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0266 ***********************************************************************
 FD0266  DESIGNATION -  H 229
 FD0266  PID         -  FD0266
 FD0266  STATE/COUNTY-  TN/COFFEE
 FD0266  USGS QUAD   -  MANCHESTER (1972)
 FD0266
 FD0266                         *CURRENT SURVEY CONTROL
 FD0266  ___________________________________________________________________
 FD0266* NAD 83(1986)-  35 29 42.     (N)    086 06 11.     (W)     SCALED    
 FD0266* NAVD 88     -       307.648  (meters)    1009.34   (feet)  ADJUSTED  
 FD0266  ___________________________________________________________________
 FD0266  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0266  DYNAMIC HT  -         307.355 (meters)    1008.38  (feet)  COMP
 FD0266  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FD0266
 FD0266  VERT ORDER  -  SECOND    CLASS 0
 FD0266
 FD0266.The horizontal coordinates were scaled from a topographic map and have
 FD0266.an estimated accuracy of +/- 6 seconds.
 FD0266
 FD0266.The orthometric height was determined by differential leveling
 FD0266.and adjusted by the National Geodetic Survey in June 1991..
 FD0266
 FD0266.The geoid height was determined by GEOID03.
 FD0266
 FD0266.The dynamic height is computed by dividing the NAVD 88
 FD0266.geopotential number by the normal gravity value computed on the
 FD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0266.degrees latitude (g = 980.6199 gals.).
 FD0266
 FD0266.The modeled gravity was interpolated from observed gravity values.
 FD0266
 FD0266;                    North         East    Units  Estimated Accuracy
 FD0266;SPC TN       -   128,890.      590,650.      MT  (+/- 180 meters Scaled)
 FD0266
 FD0266                          SUPERSEDED SURVEY CONTROL
 FD0266
 FD0266  NGVD 29 (??/??/92)  307.640  (m)         1009.32   (f) ADJ UNCH    2 0
 FD0266
 FD0266.Superseded values are not recommended for survey control.
 FD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0266.See file dsdata.txt to determine how the superseded data were derived.
 FD0266
 FD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE813283(NAD 83)
 FD0266_MARKER: DB = BENCH MARK DISK
 FD0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0266_SP_SET: BRIDGE
 FD0266_STAMPING: H 229 1960
 FD0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0266
 FD0266  HISTORY     - Date     Condition        Report By
 FD0266  HISTORY     - 1960     MONUMENTED       CGS
 FD0266
 FD0266                          STATION DESCRIPTION
 FD0266
 FD0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0266'1.2 MI NW FROM MANCHESTER.
 FD0266'FROM THE COURT HOUSE IN MANCHESTER, GO 1.15 MILES NORTHWEST ON
 FD0266'U.S. HIGHWAY 41 TO A STEEL AND CONCRETE BRIDGE OVER THE DUCK
 FD0266'RIVER.  THE BENCH MARK IS 14.7 FT. NORTHEAST OF THE CENTER OF
 FD0266'U.S. HIGHWAY 41.  THE DISK IS CEMENTED IN A DRILL HOLE AT THE
 FD0266'SOUTHEAST END OF THE BRIDGE, IN THE TOP OF THE SOUTHEAST CONCRETE
 FD0266'WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0278 ***********************************************************************
 GD0278  DESIGNATION -  H 23
 GD0278  PID         -  GD0278
 GD0278  STATE/COUNTY-  TN/WEAKLEY
 GD0278  USGS QUAD   -  DRESDEN (1981)
 GD0278
 GD0278                         *CURRENT SURVEY CONTROL
 GD0278  ___________________________________________________________________
 GD0278* NAD 83(1986)-  36 15 48.     (N)    088 39 46.     (W)     SCALED    
 GD0278* NAVD 88     -       111.965  (meters)     367.34   (feet)  ADJUSTED  
 GD0278  ___________________________________________________________________
 GD0278  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0278  DYNAMIC HT  -         111.872 (meters)     367.03  (feet)  COMP
 GD0278  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GD0278
 GD0278  VERT ORDER  -  SECOND    CLASS 0
 GD0278
 GD0278.The horizontal coordinates were scaled from a topographic map and have
 GD0278.an estimated accuracy of +/- 6 seconds.
 GD0278
 GD0278.The orthometric height was determined by differential leveling
 GD0278.and adjusted by the National Geodetic Survey in June 1991..
 GD0278
 GD0278.The geoid height was determined by GEOID03.
 GD0278
 GD0278.The dynamic height is computed by dividing the NAVD 88
 GD0278.geopotential number by the normal gravity value computed on the
 GD0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0278.degrees latitude (g = 980.6199 gals.).
 GD0278
 GD0278.The modeled gravity was interpolated from observed gravity values.
 GD0278
 GD0278;                    North         East    Units  Estimated Accuracy
 GD0278;SPC TN       -   217,390.      360,750.      MT  (+/- 180 meters Scaled)
 GD0278
 GD0278                          SUPERSEDED SURVEY CONTROL
 GD0278
 GD0278  NGVD 29 (??/??/??)  111.998  (m)          367.45   (f) ADJUSTED    2 0
 GD0278
 GD0278.Superseded values are not recommended for survey control.
 GD0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0278.See file dsdata.txt to determine how the superseded data were derived.
 GD0278
 GD0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF506144(NAD 83)
 GD0278_MARKER: DB = BENCH MARK DISK
 GD0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0278_STAMPING: H 23 1934 367.594
 GD0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0278+STABILITY: SURFACE MOTION
 GD0278
 GD0278  HISTORY     - Date     Condition        Report By
 GD0278  HISTORY     - 1934     MONUMENTED       CGS
 GD0278  HISTORY     - 1967     GOOD             CGS
 GD0278  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0278
 GD0278                          STATION DESCRIPTION
 GD0278
 GD0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0278'2.9 MI SE FROM DRESDEN.
 GD0278'ABOUT 2.9 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GD0278'RAILROAD FROM THE STATION AT DRESDEN, AT A GRAVELED ROAD
 GD0278'CROSSING, 108.5 FEET NORTHWEST OF MILE POST 129, 75 FEET
 GD0278'NORTHWEST OF A TELEGRAPH POLE, 74 FEET SOUTHWEST OF A LONE,
 GD0278'36-INCH OAK TREE, 46 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD0278'RAILROAD CROSSING, 27 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GD0278'RAILROAD TRACK, 22 FEET SOUTHEAST OF THE RAILROAD CROSSING SIGN,
 GD0278'AND 0.8 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GD0278'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD0278'CONCRETE MONUMENT ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 GD0278
 GD0278                          STATION RECOVERY (2002)
 GD0278
 GD0278'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0278'A RESIDENT WHO LIVES ADJACENT TO SITE SAID MARK WAS DESTROYED BY DOZER
 GD0278'WORK ABOUT 5 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1780 ***********************************************************************
 GB1780  DESIGNATION -  H 230
 GB1780  PID         -  GB1780
 GB1780  STATE/COUNTY-  TN/PUTNAM
 GB1780  USGS QUAD   -  SILVER POINT (1981)
 GB1780
 GB1780                         *CURRENT SURVEY CONTROL
 GB1780  ___________________________________________________________________
 GB1780* NAD 83(1986)-  36 06 36.     (N)    085 41 57.     (W)     SCALED    
 GB1780* NAVD 88     -       313.991  (meters)    1030.15   (feet)  ADJUSTED  
 GB1780  ___________________________________________________________________
 GB1780  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1780  DYNAMIC HT  -         313.710 (meters)    1029.23  (feet)  COMP
 GB1780  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GB1780
 GB1780  VERT ORDER  -  SECOND    CLASS 0
 GB1780
 GB1780.The horizontal coordinates were scaled from a topographic map and have
 GB1780.an estimated accuracy of +/- 6 seconds.
 GB1780
 GB1780.The orthometric height was determined by differential leveling
 GB1780.and adjusted by the National Geodetic Survey in June 1991..
 GB1780
 GB1780.The geoid height was determined by GEOID03.
 GB1780
 GB1780.The dynamic height is computed by dividing the NAVD 88
 GB1780.geopotential number by the normal gravity value computed on the
 GB1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1780.degrees latitude (g = 980.6199 gals.).
 GB1780
 GB1780.The modeled gravity was interpolated from observed gravity values.
 GB1780
 GB1780;                    North         East    Units  Estimated Accuracy
 GB1780;SPC TN       -   197,160.      627,090.      MT  (+/- 180 meters Scaled)
 GB1780
 GB1780                          SUPERSEDED SURVEY CONTROL
 GB1780
 GB1780  NGVD 29 (??/??/92)  314.052  (m)         1030.35   (f) ADJ UNCH    2 0
 GB1780
 GB1780.Superseded values are not recommended for survey control.
 GB1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1780.See file dsdata.txt to determine how the superseded data were derived.
 GB1780
 GB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE170969(NAD 83)
 GB1780_MARKER: DB = BENCH MARK DISK
 GB1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1780_STAMPING: H 230 1960
 GB1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1780+STABILITY: SURFACE MOTION
 GB1780
 GB1780  HISTORY     - Date     Condition        Report By
 GB1780  HISTORY     - 1960     MONUMENTED       CGS
 GB1780
 GB1780                          STATION DESCRIPTION
 GB1780
 GB1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1780'1.9 MI NE FROM SILVER POINT.
 GB1780'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1780'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 1.9 MILES
 GB1780'NORTHEAST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 0.1 MILE
 GB1780'EAST OF A HIGH LINE, 0.45 MILE WEST OF A RAILROAD OVERPASS, 100
 GB1780'FT. NORTH OF THE NORTH RAIL OF A RAILROAD, ABOUT 150 FT. SOUTH
 GB1780'OF THE CENTER OF INTERSTATE HIGHWAY 40 NOW UNDER CONSTRUCTION,
 GB1780'AND 1.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GB1780'A CONCRETE POST PROJECTING 1 INCH AND IS ABOUT 3 FT. ABOVE THE
 GB1780'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1631 ***********************************************************************
 GB1631  DESIGNATION -  H 231
 GB1631  PID         -  GB1631
 GB1631  STATE/COUNTY-  TN/PUTNAM
 GB1631  USGS QUAD   -  MONTEREY LAKE (1979)
 GB1631
 GB1631                         *CURRENT SURVEY CONTROL
 GB1631  ___________________________________________________________________
 GB1631* NAD 83(1986)-  36 07 13.     (N)    085 15 08.     (W)     SCALED    
 GB1631* NAVD 88     -       578.191  (meters)    1896.95   (feet)  ADJUSTED  
 GB1631  ___________________________________________________________________
 GB1631  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB1631  DYNAMIC HT  -         577.655 (meters)    1895.19  (feet)  COMP
 GB1631  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 GB1631
 GB1631  VERT ORDER  -  SECOND    CLASS 0
 GB1631
 GB1631.The horizontal coordinates were scaled from a topographic map and have
 GB1631.an estimated accuracy of +/- 6 seconds.
 GB1631
 GB1631.The orthometric height was determined by differential leveling
 GB1631.and adjusted by the National Geodetic Survey in June 1991..
 GB1631
 GB1631.The geoid height was determined by GEOID03.
 GB1631
 GB1631.The dynamic height is computed by dividing the NAVD 88
 GB1631.geopotential number by the normal gravity value computed on the
 GB1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1631.degrees latitude (g = 980.6199 gals.).
 GB1631
 GB1631.The modeled gravity was interpolated from observed gravity values.
 GB1631
 GB1631;                    North         East    Units  Estimated Accuracy
 GB1631;SPC TN       -   198,520.      667,320.      MT  (+/- 180 meters Scaled)
 GB1631
 GB1631                          SUPERSEDED SURVEY CONTROL
 GB1631
 GB1631  NGVD 29 (??/??/92)  578.206  (m)         1897.00   (f) ADJ UNCH    2 0
 GB1631
 GB1631.Superseded values are not recommended for survey control.
 GB1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1631.See file dsdata.txt to determine how the superseded data were derived.
 GB1631
 GB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE572987(NAD 83)
 GB1631_MARKER: DB = BENCH MARK DISK
 GB1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1631_STAMPING: H 231 1960
 GB1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1631+STABILITY: SURFACE MOTION
 GB1631
 GB1631  HISTORY     - Date     Condition        Report By
 GB1631  HISTORY     - 1960     MONUMENTED       CGS
 GB1631
 GB1631                          STATION DESCRIPTION
 GB1631
 GB1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1631'1.8 MI SE FROM MONTEREY.
 GB1631'FROM THE RAILROAD DEPOT IN MONTEREY, GO 1 BLOCK WEST, THEN
 GB1631'0.25 MILE SOUTHWEST ON A PAVED ROAD, THEN 2.2 MILES SOUTHEAST
 GB1631'ON U.S. HIGHWAY 70N.  THE BENCH MARK IS 61 FT. EAST OF THE
 GB1631'CENTER OF U.S. HIGHWAY 70N, 50 FT. NORTH OF A POWER LINE POLE, 36
 GB1631'FT. SOUTH OF THE SOUTHEAST CORNER OF A BUILDING, 2 FT. WEST OF A
 GB1631'POWER LINE POLE, AND 1.6 FT. SOUTHEAST OF A WITNESS SIGN.  THE
 GB1631'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GB1631'IS ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0812 ***********************************************************************
 FC0812  DESIGNATION -  H 232
 FC0812  PID         -  FC0812
 FC0812  STATE/COUNTY-  TN/CUMBERLAND
 FC0812  USGS QUAD   -  OZONE (1989)
 FC0812
 FC0812                         *CURRENT SURVEY CONTROL
 FC0812  ___________________________________________________________________
 FC0812* NAD 83(1986)-  35 54 06.     (N)    084 51 40.     (W)     SCALED    
 FC0812* NAVD 88     -       524.054  (meters)    1719.33   (feet)  ADJUSTED  
 FC0812  ___________________________________________________________________
 FC0812  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0812  DYNAMIC HT  -         523.565 (meters)    1717.73  (feet)  COMP
 FC0812  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FC0812
 FC0812  VERT ORDER  -  SECOND    CLASS 0
 FC0812
 FC0812.The horizontal coordinates were scaled from a topographic map and have
 FC0812.an estimated accuracy of +/- 6 seconds.
 FC0812
 FC0812.The orthometric height was determined by differential leveling
 FC0812.and adjusted by the National Geodetic Survey in June 1991..
 FC0812
 FC0812.The geoid height was determined by GEOID03.
 FC0812
 FC0812.The dynamic height is computed by dividing the NAVD 88
 FC0812.geopotential number by the normal gravity value computed on the
 FC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0812.degrees latitude (g = 980.6199 gals.).
 FC0812
 FC0812.The modeled gravity was interpolated from observed gravity values.
 FC0812
 FC0812;                    North         East    Units  Estimated Accuracy
 FC0812;SPC TN       -   174,600.      702,810.      MT  (+/- 180 meters Scaled)
 FC0812
 FC0812                          SUPERSEDED SURVEY CONTROL
 FC0812
 FC0812  NGVD 29 (??/??/92)  524.140  (m)         1719.62   (f) ADJ UNCH    2 0
 FC0812
 FC0812.Superseded values are not recommended for survey control.
 FC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0812.See file dsdata.txt to determine how the superseded data were derived.
 FC0812
 FC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE930751(NAD 83)
 FC0812_MARKER: DB = BENCH MARK DISK
 FC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0812_STAMPING: H 232 1960
 FC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0812+STABILITY: SURFACE MOTION
 FC0812
 FC0812  HISTORY     - Date     Condition        Report By
 FC0812  HISTORY     - 1960     MONUMENTED       CGS
 FC0812
 FC0812                          STATION DESCRIPTION
 FC0812
 FC0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0812'1 MI E FROM CRAB ORCHARD.
 FC0812'FROM THE RAILROAD DEPOT IN CRAB ORCHARD, GO 0.95 MILE EAST ON
 FC0812'THE TENNESSEE CENTRAL RAILWAY TO A GRAVEL ROAD CROSSING.  THE
 FC0812'BENCH MARK IS 56 FT. SOUTHEAST OF THE CENTER OF THE RAILROAD
 FC0812'CROSSING, 19 FT. NORTHEAST OF THE NORTH RAIL, 2 FT. NORTHWEST
 FC0812'OF A TELEPHONE POLE, AND 1.8 FT NORTHEAST OF A WITNESS SIGN.
 FC0812'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 FC0812'ABOUT 1 FT. ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0187 ***********************************************************************
 FC0187  DESIGNATION -  H 233
 FC0187  PID         -  FC0187
 FC0187  STATE/COUNTY-  TN/ROANE
 FC0187  USGS QUAD   -  CAVE CREEK (1989)
 FC0187
 FC0187                         *CURRENT SURVEY CONTROL
 FC0187  ___________________________________________________________________
 FC0187* NAD 83(1986)-  35 52 23.     (N)    084 27 02.     (W)     SCALED    
 FC0187* NAVD 88     -       246.164  (meters)     807.62   (feet)  ADJUSTED  
 FC0187  ___________________________________________________________________
 FC0187  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0187  DYNAMIC HT  -         245.934 (meters)     806.87  (feet)  COMP
 FC0187  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FC0187
 FC0187  VERT ORDER  -  SECOND    CLASS 0
 FC0187
 FC0187.The horizontal coordinates were scaled from a topographic map and have
 FC0187.an estimated accuracy of +/- 6 seconds.
 FC0187
 FC0187.The orthometric height was determined by differential leveling
 FC0187.and adjusted by the National Geodetic Survey in June 1991..
 FC0187
 FC0187.The geoid height was determined by GEOID03.
 FC0187
 FC0187.The dynamic height is computed by dividing the NAVD 88
 FC0187.geopotential number by the normal gravity value computed on the
 FC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0187.degrees latitude (g = 980.6199 gals.).
 FC0187
 FC0187.The modeled gravity was interpolated from observed gravity values.
 FC0187
 FC0187;                    North         East    Units  Estimated Accuracy
 FC0187;SPC TN       -   171,940.      739,910.      MT  (+/- 180 meters Scaled)
 FC0187
 FC0187                          SUPERSEDED SURVEY CONTROL
 FC0187
 FC0187  NGVD 29 (??/??/92)  246.274  (m)          807.98   (f) ADJ UNCH    2 0
 FC0187
 FC0187.Superseded values are not recommended for survey control.
 FC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0187.See file dsdata.txt to determine how the superseded data were derived.
 FC0187
 FC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE301728(NAD 83)
 FC0187_MARKER: DB = BENCH MARK DISK
 FC0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0187_STAMPING: H 233 1960
 FC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0187+STABILITY: SURFACE MOTION
 FC0187
 FC0187  HISTORY     - Date     Condition        Report By
 FC0187  HISTORY     - 1960     MONUMENTED       CGS
 FC0187
 FC0187                          STATION DESCRIPTION
 FC0187
 FC0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0187'4.2 MI SE FROM KINGSTON.
 FC0187'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0187'ST. FOR 0.8 MILE, THEN 3.45 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0187'40.  THE BENCH MARK IS AT THE WEST END OF A CUT, 70 FT. NORTH
 FC0187'OF THE RIGHT-OF-WAY FENCE, 44 FT. SOUTH OF THE CENTER OF THE
 FC0187'EAST BOUND TRAFFIC LANES, 44 FT. EAST OF THE CENTER OF A SMALL
 FC0187'CULVERT THAT IS BELOW THE HIGHWAY, AND 1.5 FT. SOUTH OF A
 FC0187'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0187'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0230 ***********************************************************************
 FC0230  DESIGNATION -  H 234
 FC0230  PID         -  FC0230
 FC0230  STATE/COUNTY-  TN/KNOX
 FC0230  USGS QUAD   -  LOVELL (1990)
 FC0230
 FC0230                         *CURRENT SURVEY CONTROL
 FC0230  ___________________________________________________________________
 FC0230* NAD 83(1986)-  35 54 18.     (N)    084 08 54.     (W)     SCALED    
 FC0230* NAVD 88     -       276.218  (meters)     906.23   (feet)  ADJUSTED  
 FC0230  ___________________________________________________________________
 FC0230  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0230  DYNAMIC HT  -         275.959 (meters)     905.38  (feet)  COMP
 FC0230  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FC0230
 FC0230  VERT ORDER  -  SECOND    CLASS 0
 FC0230
 FC0230.The horizontal coordinates were scaled from a topographic map and have
 FC0230.an estimated accuracy of +/- 6 seconds.
 FC0230
 FC0230.The orthometric height was determined by differential leveling
 FC0230.and adjusted by the National Geodetic Survey in June 1991..
 FC0230
 FC0230.The geoid height was determined by GEOID03.
 FC0230
 FC0230.The dynamic height is computed by dividing the NAVD 88
 FC0230.geopotential number by the normal gravity value computed on the
 FC0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0230.degrees latitude (g = 980.6199 gals.).
 FC0230
 FC0230.The modeled gravity was interpolated from observed gravity values.
 FC0230
 FC0230;                    North         East    Units  Estimated Accuracy
 FC0230;SPC TN       -   175,960.      767,140.      MT  (+/- 180 meters Scaled)
 FC0230
 FC0230                          SUPERSEDED SURVEY CONTROL
 FC0230
 FC0230  NGVD 29 (??/??/92)  276.339  (m)          906.62   (f) ADJ UNCH    2 0
 FC0230
 FC0230.Superseded values are not recommended for survey control.
 FC0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0230.See file dsdata.txt to determine how the superseded data were derived.
 FC0230
 FC0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE573771(NAD 83)
 FC0230_MARKER: DB = BENCH MARK DISK
 FC0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0230_SP_SET: CULVERT
 FC0230_STAMPING: H 234
 FC0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0230
 FC0230  HISTORY     - Date     Condition        Report By
 FC0230  HISTORY     - 1960     MONUMENTED       CGS
 FC0230  HISTORY     - 1976     GOOD             TNDT
 FC0230
 FC0230                          STATION DESCRIPTION
 FC0230
 FC0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0230'9.6 MI NE FROM EATON CROSSROADS.
 FC0230'FROM THE EATON GRAMMAR SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0230'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0230'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0230'6.15 MILES EAST ON INTERSTATE HIGHWAY 40 TO A LARGE CONCRETE
 FC0230'CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT 0.1 MILE
 FC0230'WEST OF AN OVERPASS OVER INTERSTATE 40 AND 40 FT. SOUTH OF THE
 FC0230'CENTER OF THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN
 FC0230'A DRILL HOLE IN TOP OF THE EAST END OF THE SOUTH CONCRETE
 FC0230'HEADWALL OF THE CULVERT AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE
 FC0230'HIGHWAY.  NOTE-- THIS MARK IS 1.0 MILE WEST ALONG INTERSTATE
 FC0230'40 FROM B.M. J 234.
 FC0230
 FC0230                          STATION RECOVERY (1976)
 FC0230
 FC0230'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FC0230'0.2 MILE W OF LOVELL RD. OVERPASS OF I 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2330 ***********************************************************************
 GB2330  DESIGNATION -  H 235 RESET
 GB2330  PID         -  GB2330
 GB2330  STATE/COUNTY-  TN/KNOX
 GB2330  USGS QUAD   -  POWELL (1976)
 GB2330
 GB2330                         *CURRENT SURVEY CONTROL
 GB2330  ___________________________________________________________________
 GB2330* NAD 83(1986)-  36 03 01.     (N)    084 00 01.     (W)     SCALED    
 GB2330* NAVD 88     -       309.82   (meters)    1016.5    (feet)  RESET     
 GB2330  ___________________________________________________________________
 GB2330  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2330
 GB2330  VERT ORDER  -  THIRD
 GB2330
 GB2330.The horizontal coordinates were scaled from a topographic map and have
 GB2330.an estimated accuracy of +/- 6 seconds.
 GB2330
 GB2330.The orthometric height was computed from unverified reset data.
 GB2330.No vertical observational check was made to the station.
 GB2330
 GB2330.The geoid height was determined by GEOID03.
 GB2330
 GB2330;                    North         East    Units  Estimated Accuracy
 GB2330;SPC TN       -   192,340.      780,170.      MT  (+/- 180 meters Scaled)
 GB2330
 GB2330                          SUPERSEDED SURVEY CONTROL
 GB2330
 GB2330  NGVD 29 (10/12/01)  309.93   (m)         1016.8    (f) RESET       3  
 GB2330
 GB2330.Superseded values are not recommended for survey control.
 GB2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2330.See file dsdata.txt to determine how the superseded data were derived.
 GB2330
 GB2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702936(NAD 83)
 GB2330_MARKER: DB = BENCH MARK DISK
 GB2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2330_STAMPING: H 235 RESET 1982
 GB2330_MARK LOGO: NGS   
 GB2330_PROJECTION: PROJECTING 8 CENTIMETERS
 GB2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2330+STABILITY: SURFACE MOTION
 GB2330
 GB2330  HISTORY     - Date     Condition        Report By
 GB2330  HISTORY     - 1982     MONUMENTED       NGS
 GB2330
 GB2330                          STATION DESCRIPTION
 GB2330
 GB2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2330'7.5 KM (4.7 MI) NW FROM INSKIP.
 GB2330'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB2330'INSKIP, GO 3.85 MILES NORTHWEST ALONG CENTRAL AVENUE PIKE, THEN
 GB2330'0.75 MILE NORTHEAST ALONG EMORY ROAD, THENCE 0.1 MILE NORTHWEST
 GB2330'ALONG CONNER ROAD, 0.3 KM (0.2 MI) NORTHEAST OF THE INTERSECTION
 GB2330'OF EMORY ROAD AND INTERSTATE HIGHWAY 75, 0.2 KM (0.1 MI) NORTH
 GB2330'OF INTERSECTION OF EMORY AND CONNER ROAD, 0.3 METER (1.0 FT) EAST
 GB2330'OF EAST RIGHT-OF-WAY FENCE OF INTERSTATE 75, AND 5.5 METERS (18.0 FT)
 GB2330'WEST OF THE CENTERLINE OF CONNER ROAD.
 GB2330'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0556 ***********************************************************************
 GB0556  DESIGNATION -  H 236
 GB0556  PID         -  GB0556
 GB0556  STATE/COUNTY-  TN/CAMPBELL
 GB0556  USGS QUAD   -  PIONEER (1979)
 GB0556
 GB0556                         *CURRENT SURVEY CONTROL
 GB0556  ___________________________________________________________________
 GB0556* NAD 83(1986)-  36 25 00.     (N)    084 17 15.     (W)     SCALED    
 GB0556* NAVD 88     -       498.412  (meters)    1635.21   (feet)  ADJUSTED  
 GB0556  ___________________________________________________________________
 GB0556  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0556  DYNAMIC HT  -         497.968 (meters)    1633.75  (feet)  COMP
 GB0556  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GB0556
 GB0556  VERT ORDER  -  SECOND    CLASS 0
 GB0556
 GB0556.The horizontal coordinates were scaled from a topographic map and have
 GB0556.an estimated accuracy of +/- 6 seconds.
 GB0556
 GB0556.The orthometric height was determined by differential leveling
 GB0556.and adjusted by the National Geodetic Survey in June 1991..
 GB0556
 GB0556.The geoid height was determined by GEOID03.
 GB0556
 GB0556.The dynamic height is computed by dividing the NAVD 88
 GB0556.geopotential number by the normal gravity value computed on the
 GB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0556.degrees latitude (g = 980.6199 gals.).
 GB0556
 GB0556.The modeled gravity was interpolated from observed gravity values.
 GB0556
 GB0556;                    North         East    Units  Estimated Accuracy
 GB0556;SPC TN       -   232,490.      753,580.      MT  (+/- 180 meters Scaled)
 GB0556
 GB0556                          SUPERSEDED SURVEY CONTROL
 GB0556
 GB0556  NGVD 29 (??/??/92)  498.517  (m)         1635.55   (f) ADJ UNCH    2 0
 GB0556
 GB0556.Superseded values are not recommended for survey control.
 GB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0556.See file dsdata.txt to determine how the superseded data were derived.
 GB0556
 GB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF432335(NAD 83)
 GB0556_MARKER: DB = BENCH MARK DISK
 GB0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0556_STAMPING: H 236 1961
 GB0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0556+STABILITY: SURFACE MOTION
 GB0556
 GB0556  HISTORY     - Date     Condition        Report By
 GB0556  HISTORY     - 1961     MONUMENTED       CGS
 GB0556
 GB0556                          STATION DESCRIPTION
 GB0556
 GB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0556'4.8 MI SE FROM PIONEER.
 GB0556'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0556'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SUR TRACK,
 GB0556'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0556'1.7 MILE NORTHERLY ON A GRAVELED ROAD.  THE BENCH MARK IS 24 FT.
 GB0556'EAST OF THE CENTER OF THE GRAVELED ROAD, 22 FT. SOUTHEAST OF THE
 GB0556'NORTHEAST END OF A ROCK CULVERT UNDER THE ROAD JUST BEFORE
 GB0556'REACHING THE T JUNCTION OF A TRACK ROAD LEADING WEST, AND 1.5 FT.
 GB0556'EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0556'POST PROJECTING 6 INCHES AND ABOUT 6 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2139 ***********************************************************************
 FB2139  DESIGNATION -  H 237
 FB2139  PID         -  FB2139
 FB2139  STATE/COUNTY-  TN/JEFFERSON
 FB2139  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2139
 FB2139                         *CURRENT SURVEY CONTROL
 FB2139  ___________________________________________________________________
 FB2139* NAD 83(1986)-  35 59 36.     (N)    083 33 48.     (W)     SCALED    
 FB2139* NAVD 88     -       275.507  (meters)     903.89   (feet)  ADJUSTED  
 FB2139  ___________________________________________________________________
 FB2139  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB2139  DYNAMIC HT  -         275.251 (meters)     903.05  (feet)  COMP
 FB2139  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FB2139
 FB2139  VERT ORDER  -  SECOND    CLASS 0
 FB2139
 FB2139.The horizontal coordinates were scaled from a topographic map and have
 FB2139.an estimated accuracy of +/- 6 seconds.
 FB2139
 FB2139.The orthometric height was determined by differential leveling
 FB2139.and adjusted by the National Geodetic Survey in June 1991..
 FB2139
 FB2139.The geoid height was determined by GEOID03.
 FB2139
 FB2139.The dynamic height is computed by dividing the NAVD 88
 FB2139.geopotential number by the normal gravity value computed on the
 FB2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2139.degrees latitude (g = 980.6199 gals.).
 FB2139
 FB2139.The modeled gravity was interpolated from observed gravity values.
 FB2139
 FB2139;                    North         East    Units  Estimated Accuracy
 FB2139;SPC TN       -   186,910.      819,680.      MT  (+/- 180 meters Scaled)
 FB2139
 FB2139                          SUPERSEDED SURVEY CONTROL
 FB2139
 FB2139  NGVD 29 (??/??/92)  275.676  (m)          904.45   (f) ADJ UNCH    2 0
 FB2139
 FB2139.Superseded values are not recommended for survey control.
 FB2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2139.See file dsdata.txt to determine how the superseded data were derived.
 FB2139
 FB2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV689862(NAD 83)
 FB2139_MARKER: DB = BENCH MARK DISK
 FB2139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2139_SP_SET: BRIDGE
 FB2139_STAMPING: H 237 1961
 FB2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2139
 FB2139  HISTORY     - Date     Condition        Report By
 FB2139  HISTORY     - 1961     MONUMENTED       CGS
 FB2139  HISTORY     - 1972     GOOD             TVA
 FB2139
 FB2139                          STATION DESCRIPTION
 FB2139
 FB2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2139'3.6 MI E FROM KODAK.
 FB2139'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2139'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2139'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2139'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN 2.4
 FB2139'MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF
 FB2139'COOK MILL ROAD.  THE BENCH MARK IS ABOUT 300 FT. SOUTHEAST OF
 FB2139'INTERSTATE HIGHWAY 40, 7 FT. NORTHEAST OF THE CENTER OF COOK
 FB2139'MILL ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 FB2139'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 FB2139'SMALL BRIDGE OVER A CREEK AND IS ABOUT 1 FT. ABOVE THE LEVEL
 FB2139'OF THE ROAD.
 FB2139
 FB2139                          STATION RECOVERY (1972)
 FB2139
 FB2139'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0291 ***********************************************************************
 FC0291  DESIGNATION -  H 238
 FC0291  PID         -  FC0291
 FC0291  STATE/COUNTY-  TN/LOUDON
 FC0291  USGS QUAD   -  PHILADELPHIA (1974)
 FC0291
 FC0291                         *CURRENT SURVEY CONTROL
 FC0291  ___________________________________________________________________
 FC0291* NAD 83(1986)-  35 41 37.     (N)    084 25 52.     (W)     SCALED    
 FC0291* NAVD 88     -       280.789  (meters)     921.22   (feet)  ADJUSTED  
 FC0291  ___________________________________________________________________
 FC0291  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0291  DYNAMIC HT  -         280.520 (meters)     920.34  (feet)  COMP
 FC0291  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FC0291
 FC0291  VERT ORDER  -  SECOND    CLASS 0
 FC0291
 FC0291.The horizontal coordinates were scaled from a topographic map and have
 FC0291.an estimated accuracy of +/- 6 seconds.
 FC0291
 FC0291.The orthometric height was determined by differential leveling
 FC0291.and adjusted by the National Geodetic Survey in June 1991..
 FC0291
 FC0291.The geoid height was determined by GEOID03.
 FC0291
 FC0291.The dynamic height is computed by dividing the NAVD 88
 FC0291.geopotential number by the normal gravity value computed on the
 FC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0291.degrees latitude (g = 980.6199 gals.).
 FC0291
 FC0291.The modeled gravity was interpolated from observed gravity values.
 FC0291
 FC0291;                    North         East    Units  Estimated Accuracy
 FC0291;SPC TN       -   152,060.      741,990.      MT  (+/- 180 meters Scaled)
 FC0291
 FC0291                          SUPERSEDED SURVEY CONTROL
 FC0291
 FC0291  NGVD 29 (??/??/92)  280.872  (m)          921.49   (f) ADJ UNCH    2 0
 FC0291
 FC0291.Superseded values are not recommended for survey control.
 FC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0291.See file dsdata.txt to determine how the superseded data were derived.
 FC0291
 FC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE324530(NAD 83)
 FC0291_MARKER: DB = BENCH MARK DISK
 FC0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0291_SP_SET: CULVERT
 FC0291_STAMPING: H 238 1961
 FC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0291
 FC0291  HISTORY     - Date     Condition        Report By
 FC0291  HISTORY     - 1961     MONUMENTED       CGS
 FC0291
 FC0291                          STATION DESCRIPTION
 FC0291
 FC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0291'2.4 MI NW FROM PHILADELPHIA.
 FC0291'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0291'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0291'TO A Y JUNCTION, THEN TAKE THE LEFT FORK AND GO 1.0 MILE WEST
 FC0291'ON A PAVED ROAD TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH
 FC0291'MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF
 FC0291'THE NORTH CONCRETE HEADWALL OF THE CULVERT AND IS ABOUT LEVEL
 FC0291'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2045 ***********************************************************************
 GA2045  DESIGNATION -  H 239
 GA2045  PID         -  GA2045
 GA2045  STATE/COUNTY-  TN/JEFFERSON
 GA2045  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2045
 GA2045                         *CURRENT SURVEY CONTROL
 GA2045  ___________________________________________________________________
 GA2045* NAD 83(1986)-  36 04 23.     (N)    083 22 52.     (W)     SCALED    
 GA2045* NAVD 88     -       376.462  (meters)    1235.11   (feet)  ADJUSTED  
 GA2045  ___________________________________________________________________
 GA2045  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2045  DYNAMIC HT  -         376.111 (meters)    1233.96  (feet)  COMP
 GA2045  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA2045
 GA2045  VERT ORDER  -  SECOND    CLASS 0
 GA2045
 GA2045.The horizontal coordinates were scaled from a topographic map and have
 GA2045.an estimated accuracy of +/- 6 seconds.
 GA2045
 GA2045.The orthometric height was determined by differential leveling
 GA2045.and adjusted by the National Geodetic Survey in June 1991..
 GA2045
 GA2045.The geoid height was determined by GEOID03.
 GA2045
 GA2045.The dynamic height is computed by dividing the NAVD 88
 GA2045.geopotential number by the normal gravity value computed on the
 GA2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2045.degrees latitude (g = 980.6199 gals.).
 GA2045
 GA2045.The modeled gravity was interpolated from observed gravity values.
 GA2045
 GA2045;                    North         East    Units  Estimated Accuracy
 GA2045;SPC TN       -   196,180.      835,870.      MT  (+/- 180 meters Scaled)
 GA2045
 GA2045                          SUPERSEDED SURVEY CONTROL
 GA2045
 GA2045  NGVD 29 (??/??/92)  376.617  (m)         1235.62   (f) ADJ UNCH    2 0
 GA2045
 GA2045.Superseded values are not recommended for survey control.
 GA2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2045.See file dsdata.txt to determine how the superseded data were derived.
 GA2045
 GA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV855946(NAD 83)
 GA2045_MARKER: DB = BENCH MARK DISK
 GA2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2045_STAMPING: H 239 1961
 GA2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2045+STABILITY: SURFACE MOTION
 GA2045
 GA2045  HISTORY     - Date     Condition        Report By
 GA2045  HISTORY     - 1961     MONUMENTED       CGS
 GA2045  HISTORY     - 1980     GOOD             NGS
 GA2045
 GA2045                          STATION DESCRIPTION
 GA2045
 GA2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2045'6.2 MI NE FROM DANDRIDGE.
 GA2045'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2045'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2045'3.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2045'INTERSTATE 81, CONTINUE NORTHEAST ON INTERSTATE 81 FOR 0.45 MILE.
 GA2045'THE BENCH MARK IS ON THE NORTH RIGHT-OF-WAY, 2 FT. SOUTHEAST OF THE
 GA2045'RIGHT-OF-WAY FENCE AND 2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 GA2045'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT
 GA2045'LEVEL WITH THE HIGHWAY.
 GA2045
 GA2045                          STATION RECOVERY (1980)
 GA2045
 GA2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2045'IT IS 154 SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN WITH THE LOWER
 GA2045'HALF MADE OF CONCRETE BLOCKS,40 FEET WEST OF A T-FENCE CORNER AND 620
 GA2045'FEET EAST OF THE NORTH BASE OF OVERHEAD SIGN-I 40 EAST AND I 40 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0170 ***********************************************************************
 GD0170  DESIGNATION -  H 24
 GD0170  PID         -  GD0170
 GD0170  STATE/COUNTY-  TN/BENTON
 GD0170  USGS QUAD   -  BIG SANDY (1973)
 GD0170
 GD0170                         *CURRENT SURVEY CONTROL
 GD0170  ___________________________________________________________________
 GD0170* NAD 83(1986)-  36 14 09.     (N)    088 04 37.     (W)     SCALED    
 GD0170* NAVD 88     -       115.501  (meters)     378.94   (feet)  ADJUSTED  
 GD0170  ___________________________________________________________________
 GD0170  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD0170  DYNAMIC HT  -         115.406 (meters)     378.63  (feet)  COMP
 GD0170  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GD0170
 GD0170  VERT ORDER  -  SECOND    CLASS 0
 GD0170
 GD0170.The horizontal coordinates were scaled from a topographic map and have
 GD0170.an estimated accuracy of +/- 6 seconds.
 GD0170
 GD0170.The orthometric height was determined by differential leveling
 GD0170.and adjusted by the National Geodetic Survey in June 1991..
 GD0170
 GD0170.The geoid height was determined by GEOID03.
 GD0170
 GD0170.The dynamic height is computed by dividing the NAVD 88
 GD0170.geopotential number by the normal gravity value computed on the
 GD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0170.degrees latitude (g = 980.6199 gals.).
 GD0170
 GD0170.The modeled gravity was interpolated from observed gravity values.
 GD0170
 GD0170;                    North         East    Units  Estimated Accuracy
 GD0170;SPC TN       -   213,060.      413,310.      MT  (+/- 180 meters Scaled)
 GD0170
 GD0170                          SUPERSEDED SURVEY CONTROL
 GD0170
 GD0170  NGVD 29 (??/??/??)  115.548  (m)          379.09   (f) ADJUSTED    2 0
 GD0170
 GD0170.Superseded values are not recommended for survey control.
 GD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0170.See file dsdata.txt to determine how the superseded data were derived.
 GD0170
 GD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF032106(NAD 83)
 GD0170_MARKER: DB = BENCH MARK DISK
 GD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0170_STAMPING: H 24 1934 379.350
 GD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0170+STABILITY: SURFACE MOTION
 GD0170
 GD0170  HISTORY     - Date     Condition        Report By
 GD0170  HISTORY     - 1934     MONUMENTED       CGS
 GD0170  HISTORY     - 1968     GOOD             CGS
 GD0170  HISTORY     - 1971     GOOD             NGS
 GD0170
 GD0170                          STATION DESCRIPTION
 GD0170
 GD0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0170'IN BIG SANDY.
 GD0170'THE MARK IS 0.5 OF A MILE EAST ALONG THE LOUISVILLE AND NASHVILLE
 GD0170'RAILROAD FROM THE POST OFFICE IN BIG SANDY NEAR THE EAST END OF
 GD0170'THE OLD RAILROAD YARDS, 176 FEET WEST OF MILEPOST NO. 230, 118
 GD0170'FEET WEST-NORTHWEST OF A SWITCH CONTROL, 57 FEET NORTH-NORTHWEST
 GD0170'OF THE CENTER OF A RAILROAD FROG, 38.5 FEET NORTH OF THE NORTH
 GD0170'RAIL OF A SIDING, 23 FEET WEST OF AN 18-INCH ELM TREE, AND 0.6
 GD0170'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0170'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0170'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED H 24
 GD0170'1934 379.350.  THE MARK CAN BE REACHED FROM THE POST OFFICE IN
 GD0170'BIG SANDY BY DRIVING EAST ON AN OILED ROAD FOR 0.5 OF A MILE
 GD0170'ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS TO THE MARK ON THE
 GD0170'LEFT.
 GD0170
 GD0170                          STATION RECOVERY (1971)
 GD0170
 GD0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2081 ***********************************************************************
 GA2081  DESIGNATION -  H 240 RESET
 GA2081  PID         -  GA2081
 GA2081  STATE/COUNTY-  TN/GREENE
 GA2081  USGS QUAD   -  MOHAWK (1980)
 GA2081
 GA2081                         *CURRENT SURVEY CONTROL
 GA2081  ___________________________________________________________________
 GA2081* NAD 83(1986)-  36 12 04.     (N)    083 06 25.     (W)     SCALED    
 GA2081* NAVD 88     -       347.51   (meters)    1140.1    (feet)  RESET     
 GA2081  ___________________________________________________________________
 GA2081  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA2081
 GA2081  VERT ORDER  -  THIRD
 GA2081
 GA2081.The horizontal coordinates were scaled from a topographic map and have
 GA2081.an estimated accuracy of +/- 6 seconds.
 GA2081
 GA2081.The orthometric height was computed from unverified reset data.
 GA2081
 GA2081.The geoid height was determined by GEOID03.
 GA2081
 GA2081;                    North         East    Units  Estimated Accuracy
 GA2081;SPC TN       -   211,080.      860,140.      MT  (+/- 180 meters Scaled)
 GA2081
 GA2081                          SUPERSEDED SURVEY CONTROL
 GA2081
 GA2081.No superseded survey control is available for this station.
 GA2081
 GA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA105083(NAD 83)
 GA2081_MARKER: DB = BENCH MARK DISK
 GA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2081_STAMPING: H 240 RESET 1968
 GA2081_MARK LOGO: CGS   
 GA2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2081+STABILITY: SURFACE MOTION
 GA2081
 GA2081  HISTORY     - Date     Condition        Report By
 GA2081  HISTORY     - 1968     MONUMENTED       CGS
 GA2081  HISTORY     - 1980     GOOD             NGS
 GA2081
 GA2081                          STATION DESCRIPTION
 GA2081
 GA2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GA2081'3.9 MI W FROM MOHAWK.
 GA2081'TO REACH THE STATION FROM THE POST OFFICE IN MOHAWK, GO EASTERLY
 GA2081'FOR 0.05 MILE TO AN OILED T CROSSROAD, THENCE LEFT, NORTHERLY,
 GA2081'ON THE OILED ROAD FOR 1.2 MILES TO INTERSTATE ROUTE 81 NOW UNDER
 GA2081'CONSTRUCTION.  HERE TURN RIGHT AND GO WESTERLY ALONG INTERSTATE
 GA2081'ROUTE 81 FOR 2.7 MILES TO THE MARK ON THE LEFT ALONG THE SOUTH
 GA2081'RIGHT-OF-WAY AS DESCRIBED.  THE MARK WAS MOVED ABOUT 150 FEET
 GA2081'SOUTH OF THE OLD BENCH MARK SITE, 13 FEET NORTH OF A 10-INCH ELM
 GA2081'TREE, 11 FEET NORTHWEST OF THE NEAR EDGE OF A SMALL STREAM BANK,
 GA2081'7 FEET WEST OF A RIGHT-OF-WAY MARKER POST, 1.7 FEET NORTH OF A
 GA2081'METAL WITNESS POST AND SIGN, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 GA2081'FENCE.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF AN
 GA2081'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 GA2081'AND THE DISK IS STAMPED H 240 RESET 1961.
 GA2081
 GA2081                          STATION RECOVERY (1980)
 GA2081
 GA2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2081'IT IS 56 FEET SOUTHWESY OF THE WEST END OF A CONCRETE HEADWALL OF A
 GA2081'48 INCH PIPE CULVERT, 60 FEET SOUTH OF A SMALL CREEK CENTERLINE OF
 GA2081'PAVED FRONTAGE ROAD,15 FEET NORTHWEST OF THE CENTER OF A SMALL
 GA2081'CREEK,59 FEET SOUTHEAST OF THE WEST END OF A METAL GUARD RAIL, ABOUT
 GA2081'10 FEET BELOW ROAD AND 4 FEET ABOVE CREEK. TWO IRON PINS WERE DRIVEN
 GA2081'BESIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1065 ***********************************************************************
 GA1065  DESIGNATION -  H 241
 GA1065  PID         -  GA1065
 GA1065  STATE/COUNTY-  TN/GREENE
 GA1065  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1065
 GA1065                         *CURRENT SURVEY CONTROL
 GA1065  ___________________________________________________________________
 GA1065* NAD 83(1986)-  36 21 14.     (N)    082 44 29.     (W)     SCALED    
 GA1065* NAVD 88     -       383.151  (meters)    1257.05   (feet)  ADJUSTED  
 GA1065  ___________________________________________________________________
 GA1065  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1065  DYNAMIC HT  -         382.792 (meters)    1255.88  (feet)  COMP
 GA1065  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA1065
 GA1065  VERT ORDER  -  SECOND    CLASS 0
 GA1065
 GA1065.The horizontal coordinates were scaled from a topographic map and have
 GA1065.an estimated accuracy of +/- 6 seconds.
 GA1065
 GA1065.The orthometric height was determined by differential leveling
 GA1065.and adjusted by the National Geodetic Survey in June 1991..
 GA1065
 GA1065.The geoid height was determined by GEOID03.
 GA1065
 GA1065.The dynamic height is computed by dividing the NAVD 88
 GA1065.geopotential number by the normal gravity value computed on the
 GA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1065.degrees latitude (g = 980.6199 gals.).
 GA1065
 GA1065.The modeled gravity was interpolated from observed gravity values.
 GA1065
 GA1065;                    North         East    Units  Estimated Accuracy
 GA1065;SPC TN       -   229,050.      892,430.      MT  (+/- 180 meters Scaled)
 GA1065
 GA1065                          SUPERSEDED SURVEY CONTROL
 GA1065
 GA1065  NGVD 29 (??/??/92)  383.287  (m)         1257.50   (f) ADJ UNCH    2 0
 GA1065
 GA1065.Superseded values are not recommended for survey control.
 GA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1065.See file dsdata.txt to determine how the superseded data were derived.
 GA1065
 GA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA437246(NAD 83)
 GA1065_MARKER: DB = BENCH MARK DISK
 GA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1065_STAMPING: H 241 1961
 GA1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1065+STABILITY: SURFACE MOTION
 GA1065
 GA1065  HISTORY     - Date     Condition        Report By
 GA1065  HISTORY     - 1961     MONUMENTED       CGS
 GA1065
 GA1065                          STATION DESCRIPTION
 GA1065
 GA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1065'3.1 MI SW FROM JEAROLDSTOWN.
 GA1065'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1065'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1065'FALL BRANCH), GO 1.1 MILE WEST ON A GRAVELED ROAD TO THE T
 GA1065'JUNCTION OF A GRAVELED ROAD ABOUT 0.1 MILE WEST OF A BRIDGE OVER
 GA1065'A SMALL CREEK, THEN GO 1.7 MILE SOUTHWESTERLY ON THE GRAVELED
 GA1065'AND TRACK ROAD TO THE T JUNCTION OF A PAVED ROAD, THEN GO 0.25
 GA1065'MILE NORTH ON THE PAVED ROAD TO A BARN AND A SHARP CURVE.  THE
 GA1065'BENCH MARK IS ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY
 GA1065'81, 51 FT. NORTHEAST OF THE NORTHEAST CORNER OF MRS. J.B. WOOLSEY
 GA1065'BARN, 15 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 4 FT. SOUTHWEST
 GA1065'OF A FENCE CORNER, 1 FT. SOUTH OF A FENCE, AND 1.7 FT. EAST OF A
 GA1065'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1065'5 INCHES AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- TO REACH
 GA1065'MORELOCK AZIMUTH FROM THIS POINT GO ABOUT 0.8 MILE WEST ON
 GA1065'PROPOSED INTERSTATE HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0339 ***********************************************************************
 GA0339  DESIGNATION -  H 242
 GA0339  PID         -  GA0339
 GA0339  STATE/COUNTY-  TN/SULLIVAN
 GA0339  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0339
 GA0339                         *CURRENT SURVEY CONTROL
 GA0339  ___________________________________________________________________
 GA0339* NAD 83(1986)-  36 34 01.     (N)    082 17 52.     (W)     SCALED    
 GA0339* NAVD 88     -       535.436  (meters)    1756.68   (feet)  ADJUSTED  
 GA0339  ___________________________________________________________________
 GA0339  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0339  DYNAMIC HT  -         534.940 (meters)    1755.05  (feet)  COMP
 GA0339  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA0339
 GA0339  VERT ORDER  -  SECOND    CLASS 0
 GA0339
 GA0339.The horizontal coordinates were scaled from a topographic map and have
 GA0339.an estimated accuracy of +/- 6 seconds.
 GA0339
 GA0339.The orthometric height was determined by differential leveling
 GA0339.and adjusted by the National Geodetic Survey in June 1991..
 GA0339
 GA0339.The geoid height was determined by GEOID03.
 GA0339
 GA0339.The dynamic height is computed by dividing the NAVD 88
 GA0339.geopotential number by the normal gravity value computed on the
 GA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0339.degrees latitude (g = 980.6199 gals.).
 GA0339
 GA0339.The modeled gravity was interpolated from observed gravity values.
 GA0339
 GA0339;                    North         East    Units  Estimated Accuracy
 GA0339;SPC TN       -   254,090.      931,330.      MT  (+/- 180 meters Scaled)
 GA0339
 GA0339                          SUPERSEDED SURVEY CONTROL
 GA0339
 GA0339  NGVD 29 (??/??/92)  535.575  (m)         1757.13   (f) ADJ UNCH    2 0
 GA0339
 GA0339.Superseded values are not recommended for survey control.
 GA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0339.See file dsdata.txt to determine how the superseded data were derived.
 GA0339
 GA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA838476(NAD 83)
 GA0339_MARKER: DB = BENCH MARK DISK
 GA0339_SETTING: 66 = SET IN ROCK OUTCROP
 GA0339_SP_SET: OUTCROPPING BEDROCK
 GA0339_STAMPING: H 242 1961
 GA0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0339+STABILITY: POSITION/ELEVATION WELL
 GA0339
 GA0339  HISTORY     - Date     Condition        Report By
 GA0339  HISTORY     - 1961     MONUMENTED       CGS
 GA0339
 GA0339                          STATION DESCRIPTION
 GA0339
 GA0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0339'4 MI NE FROM BLOUNTVILLE.
 GA0339'FROM THE POST OFFICE IN BLOUNTVILLE, GO 0.25 MILE EAST ON
 GA0339'U.S. HIGHWAY 11W, THEN 2.75 MILE NORTHEAST ON A GRAVELED ROAD
 GA0339'TO A T JUNCTION, THEN GO 0.95 MILE EAST ON A GRAVELED ROAD TO
 GA0339'A Y JUNCTION OF A PAVED ROAD.  THE BENCH MARK IS 136 FT. NORTHEAST
 GA0339'OF THE CENTER OF THE JUNCTION, 58 FT. WEST OF A POWER LINE
 GA0339'POLE, 54 FT. SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 44 FT.
 GA0339'NORTH OF THE CENTER OF A PAVED ROAD, 1 FT. ABOVE THE LEVEL OF
 GA0339'THE ROAD, AND ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY
 GA0339'81.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GA0339'NOTE-- TO REACH DEFRIECE AZIMUTH FROM THIS POINT, GO 0.25 MILE
 GA0339'EAST ON THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0607 ***********************************************************************
 FC0607  DESIGNATION -  H 243
 FC0607  PID         -  FC0607
 FC0607  STATE/COUNTY-  TN/BRADLEY
 FC0607  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0607
 FC0607                         *CURRENT SURVEY CONTROL
 FC0607  ___________________________________________________________________
 FC0607* NAD 83(1986)-  35 11 59.     (N)    084 52 43.     (W)     SCALED    
 FC0607* NAVD 88     -       258.803  (meters)     849.09   (feet)  ADJUSTED  
 FC0607  ___________________________________________________________________
 FC0607  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0607  DYNAMIC HT  -         258.548 (meters)     848.25  (feet)  COMP
 FC0607  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FC0607
 FC0607  VERT ORDER  -  SECOND    CLASS 0
 FC0607
 FC0607.The horizontal coordinates were scaled from a topographic map and have
 FC0607.an estimated accuracy of +/- 6 seconds.
 FC0607
 FC0607.The orthometric height was determined by differential leveling
 FC0607.and adjusted by the National Geodetic Survey in June 1991..
 FC0607
 FC0607.The geoid height was determined by GEOID03.
 FC0607
 FC0607.The dynamic height is computed by dividing the NAVD 88
 FC0607.geopotential number by the normal gravity value computed on the
 FC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0607.degrees latitude (g = 980.6199 gals.).
 FC0607
 FC0607.The modeled gravity was interpolated from observed gravity values.
 FC0607
 FC0607;                    North         East    Units  Estimated Accuracy
 FC0607;SPC TN       -    96,710.      702,120.      MT  (+/- 180 meters Scaled)
 FC0607
 FC0607                          SUPERSEDED SURVEY CONTROL
 FC0607
 FC0607  NGVD 29 (??/??/92)  258.830  (m)          849.18   (f) ADJ UNCH    2 0
 FC0607
 FC0607.Superseded values are not recommended for survey control.
 FC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0607.See file dsdata.txt to determine how the superseded data were derived.
 FC0607
 FC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD931972(NAD 83)
 FC0607_MARKER: DB = BENCH MARK DISK
 FC0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0607_STAMPING: H 243 1961
 FC0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0607+STABILITY: SURFACE MOTION
 FC0607
 FC0607  HISTORY     - Date     Condition        Report By
 FC0607  HISTORY     - 1961     MONUMENTED       CGS
 FC0607  HISTORY     - 1967     GOOD             NGS
 FC0607  HISTORY     - 1979     GOOD             TVA
 FC0607
 FC0607                          STATION DESCRIPTION
 FC0607
 FC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0607'3.6 MI NW FROM CLEVELAND.
 FC0607'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON
 FC0607'STATE ROUTE 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION
 FC0607'OF GEORGETOWN PIKE AND HARRISON PIKE.  HERE TURN RIGHT AND
 FC0607'CONTINUE NORTHWESTERLY ON STATE ROUTE 60 (THIS IS GEORGETOWN
 FC0607'PIKE) FOR 2.15 MILES TO THE NEW HIGHWAY 60 ACCESS ROUTE LEADING
 FC0607'TO THE INTERSTATE.  HERE CROSS OVER THE ACCESS ROUTE AND CONTINUE
 FC0607'NORTHERLY FOR 0.6 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A
 FC0607'GRAVELED ROAD CROSSING UNDER AN OVERPASS FOR 0.1 MILE TO THE
 FC0607'SHILOH BAPTIST CHURCH ON THE RIGHT AND THE MARK IN THE CHURCH
 FC0607'YARD.  IT IS 91 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0607'ROAD, 57 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 7.6
 FC0607'FEET SOUTH OF A BUTANE GAS STORAGE TANK, AND 2 FEET SOUTH OF A
 FC0607'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FC0607'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 7
 FC0607'INCHES AND THE DISK IS STAMPED H 243 1961.
 FC0607
 FC0607                          STATION RECOVERY (1979)
 FC0607
 FC0607'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0607'ABOUT 1.5 FEET WEST OF WOOD RAIL FENCE ON THE WEST SIDE OF PAVED
 FC0607'PARKING LOT ON THE EAST SIDE OF ROAD RUNNING IN FRONT OF CLEVELAND
 FC0607'STATE AND ABOUT 90 FT. NORTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0576 ***********************************************************************
 FC0576  DESIGNATION -  H 244
 FC0576  PID         -  FC0576
 FC0576  STATE/COUNTY-  TN/MCMINN
 FC0576  USGS QUAD   -  CHARLESTON (1980)
 FC0576
 FC0576                         *CURRENT SURVEY CONTROL
 FC0576  ___________________________________________________________________
 FC0576* NAD 83(1986)-  35 19 15.     (N)    084 46 35.     (W)     SCALED    
 FC0576* NAVD 88     -       220.713  (meters)     724.12   (feet)  ADJUSTED  
 FC0576  ___________________________________________________________________
 FC0576  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0576  DYNAMIC HT  -         220.497 (meters)     723.41  (feet)  COMP
 FC0576  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0576
 FC0576  VERT ORDER  -  SECOND    CLASS 0
 FC0576
 FC0576.The horizontal coordinates were scaled from a topographic map and have
 FC0576.an estimated accuracy of +/- 6 seconds.
 FC0576
 FC0576.The orthometric height was determined by differential leveling
 FC0576.and adjusted by the National Geodetic Survey in June 1991..
 FC0576
 FC0576.The geoid height was determined by GEOID03.
 FC0576
 FC0576.The dynamic height is computed by dividing the NAVD 88
 FC0576.geopotential number by the normal gravity value computed on the
 FC0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0576.degrees latitude (g = 980.6199 gals.).
 FC0576
 FC0576.The modeled gravity was interpolated from observed gravity values.
 FC0576
 FC0576;                    North         East    Units  Estimated Accuracy
 FC0576;SPC TN       -   110,260.      711,260.      MT  (+/- 180 meters Scaled)
 FC0576
 FC0576                          SUPERSEDED SURVEY CONTROL
 FC0576
 FC0576  NGVD 29 (??/??/92)  220.773  (m)          724.32   (f) ADJ UNCH    2 0
 FC0576
 FC0576.Superseded values are not recommended for survey control.
 FC0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0576.See file dsdata.txt to determine how the superseded data were derived.
 FC0576
 FC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021108(NAD 83)
 FC0576_MARKER: DB = BENCH MARK DISK
 FC0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0576_STAMPING: H 244 1961
 FC0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0576+STABILITY: SURFACE MOTION
 FC0576
 FC0576  HISTORY     - Date     Condition        Report By
 FC0576  HISTORY     - 1961     MONUMENTED       CGS
 FC0576
 FC0576                          STATION DESCRIPTION
 FC0576
 FC0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0576'3.1 MI N FROM CALHOUN.
 FC0576'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0576'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0576'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN
 FC0576'LEFT AND GO 1.3 MILES NORTHWEST TO A Y JUNCTION, CONTINUE ON
 FC0576'OILED ROAD LEFT FOR 0.8 MILE TO A POINT JUST AFTER PASSING
 FC0576'OVER A HILLTOP AND THE MARK ON THE LEFT AT A SHARP RIGHT CURVE.
 FC0576'19.4 FEET WEST OF THE CENTER OF THE ROAD, 1.7 FEET SOUTH OF
 FC0576'A WITNESS SIGN, 1.4 FEET NORTH OF POWER LINE POLE NUMBER 34.
 FC0576'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 FC0576'AND ABOUT ONE FOOT BELOW THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1248 ***********************************************************************
 FC1248  DESIGNATION -  H 245
 FC1248  PID         -  FC1248
 FC1248  STATE/COUNTY-  TN/HAMILTON
 FC1248  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1248
 FC1248                         *CURRENT SURVEY CONTROL
 FC1248  ___________________________________________________________________
 FC1248* NAD 83(1986)-  35 01 02.     (N)    085 10 42.     (W)     SCALED    
 FC1248* NAVD 88     -       213.411  (meters)     700.17   (feet)  ADJUSTED  
 FC1248  ___________________________________________________________________
 FC1248  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1248  DYNAMIC HT  -         213.198 (meters)     699.47  (feet)  COMP
 FC1248  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FC1248
 FC1248  VERT ORDER  -  FIRST     CLASS II
 FC1248
 FC1248.The horizontal coordinates were scaled from a topographic map and have
 FC1248.an estimated accuracy of +/- 6 seconds.
 FC1248
 FC1248.The orthometric height was determined by differential leveling
 FC1248.and adjusted by the National Geodetic Survey in June 1991..
 FC1248
 FC1248.The geoid height was determined by GEOID03.
 FC1248
 FC1248.The dynamic height is computed by dividing the NAVD 88
 FC1248.geopotential number by the normal gravity value computed on the
 FC1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1248.degrees latitude (g = 980.6199 gals.).
 FC1248
 FC1248.The modeled gravity was interpolated from observed gravity values.
 FC1248
 FC1248;                    North         East    Units  Estimated Accuracy
 FC1248;SPC TN       -    76,190.      675,000.      MT  (+/- 180 meters Scaled)
 FC1248
 FC1248                          SUPERSEDED SURVEY CONTROL
 FC1248
 FC1248  NGVD 29 (??/??/92)  213.429  (m)          700.23   (f) ADJ UNCH    1 2
 FC1248
 FC1248.Superseded values are not recommended for survey control.
 FC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1248.See file dsdata.txt to determine how the superseded data were derived.
 FC1248
 FC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD662764(NAD 83)
 FC1248_MARKER: DB = BENCH MARK DISK
 FC1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1248_SP_SET: BRIDGE
 FC1248_STAMPING: H 245 1961
 FC1248_MARK LOGO: CGS   
 FC1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1248
 FC1248  HISTORY     - Date     Condition        Report By
 FC1248  HISTORY     - 1961     MONUMENTED       CGS
 FC1248  HISTORY     - 1962     GOOD             NGS
 FC1248  HISTORY     - 1972     GOOD             TVA
 FC1248  HISTORY     - 1983     GOOD             NGS
 FC1248  HISTORY     - 1989     GOOD             USPSQD
 FC1248  HISTORY     - 19960605 GOOD             USPSQD
 FC1248  HISTORY     - 20000114 GOOD             USPSQD
 FC1248
 FC1248                          STATION DESCRIPTION
 FC1248
 FC1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1248'AT BRAINERD HEIGHTS.
 FC1248'AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND EAST BRAINERD
 FC1248'ROAD, IN THE NORTH HEADWALL OF A BRIDGE OVER EAST BRAINERD ROAD
 FC1248'ON THE SOUTH BOUND LANE, 43 FEET EAST OF THE CENTER OF THE
 FC1248'SOUTH BOUND LANE, 17 FEET EAST OF THE EAST EDGE OF THE BRIDGE,
 FC1248'AND 1.4 FEET WEST OF THE EAST END OF THE HEADWALL.  A STANDARD
 FC1248'DISK CEMENTED IN A DRILLED HOLE AND ABOUT 3.0 FEET BELOW THE
 FC1248'LEVEL OF THE HIGHWAY.
 FC1248
 FC1248                          STATION RECOVERY (1972)
 FC1248
 FC1248'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (1983)
 FC1248
 FC1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (1989)
 FC1248
 FC1248'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (1996)
 FC1248
 FC1248'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (2000)
 FC1248
 FC1248'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1300 ***********************************************************************
 FC1300  DESIGNATION -  H 246
 FC1300  PID         -  FC1300
 FC1300  STATE/COUNTY-  TN/MARION
 FC1300  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1300
 FC1300                         *CURRENT SURVEY CONTROL
 FC1300  ___________________________________________________________________
 FC1300* NAD 83(1986)-  35 02 45.     (N)    085 41 42.     (W)     SCALED    
 FC1300* NAVD 88     -       188.912  (meters)     619.79   (feet)  ADJUSTED  
 FC1300  ___________________________________________________________________
 FC1300  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FC1300  DYNAMIC HT  -         188.728 (meters)     619.19  (feet)  COMP
 FC1300  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 FC1300
 FC1300  VERT ORDER  -  SECOND    CLASS 0
 FC1300
 FC1300.The horizontal coordinates were scaled from a topographic map and have
 FC1300.an estimated accuracy of +/- 6 seconds.
 FC1300
 FC1300.The orthometric height was determined by differential leveling
 FC1300.and adjusted by the National Geodetic Survey in June 1991..
 FC1300
 FC1300.The geoid height was determined by GEOID03.
 FC1300
 FC1300.The dynamic height is computed by dividing the NAVD 88
 FC1300.geopotential number by the normal gravity value computed on the
 FC1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1300.degrees latitude (g = 980.6199 gals.).
 FC1300
 FC1300.The modeled gravity was interpolated from observed gravity values.
 FC1300
 FC1300;                    North         East    Units  Estimated Accuracy
 FC1300;SPC TN       -    79,100.      627,830.      MT  (+/- 180 meters Scaled)
 FC1300
 FC1300                          SUPERSEDED SURVEY CONTROL
 FC1300
 FC1300  NGVD 29 (??/??/92)  188.918  (m)          619.81   (f) ADJ UNCH    2 0
 FC1300
 FC1300.Superseded values are not recommended for survey control.
 FC1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1300.See file dsdata.txt to determine how the superseded data were derived.
 FC1300
 FC1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD190789(NAD 83)
 FC1300_MARKER: DB = BENCH MARK DISK
 FC1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1300_SP_SET: CULVERT
 FC1300_STAMPING: H 246 1962
 FC1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1300
 FC1300  HISTORY     - Date     Condition        Report By
 FC1300  HISTORY     - 1962     MONUMENTED       CGS
 FC1300
 FC1300                          STATION DESCRIPTION
 FC1300
 FC1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1300'0.5 MI NW FROM DIXIE LEE.
 FC1300'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1300'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1300'64-41 FOR 0.5 MILE TO THE MARK SET IN THE NORTHWEST END OF THE
 FC1300'NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FC1300'195 FEET EAST OF THE JUNCTION OF U.S. HIGHWAYS 41-64 AND BLACK
 FC1300'TOP ROAD, 48.5 FEET SOUTHEAST OF TELEPHONE POLE, 27 FEET
 FC1300'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, AND 0.6 FEET
 FC1300'EAST OF THE WEST END OF THE HEADWALL.  A STANDARD DISK DRILLED
 FC1300'IN A 5 FOOT CONCRETE BOX CULVERT AND ABOUT 4 FEET BELOW THE
 FC1300'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1814 ***********************************************************************
 GA1814  DESIGNATION -  H 247
 GA1814  PID         -  GA1814
 GA1814  STATE/COUNTY-  TN/HAMBLEN
 GA1814  USGS QUAD   -  TALBOTT (1980)
 GA1814
 GA1814                         *CURRENT SURVEY CONTROL
 GA1814  ___________________________________________________________________
 GA1814* NAD 83(1986)-  36 09 46.     (N)    083 24 56.     (W)     SCALED    
 GA1814* NAVD 88     -       399.550  (meters)    1310.86   (feet)  ADJUSTED  
 GA1814  ___________________________________________________________________
 GA1814  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1814  DYNAMIC HT  -         399.183 (meters)    1309.65  (feet)  COMP
 GA1814  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 GA1814
 GA1814  VERT ORDER  -  FIRST     CLASS I
 GA1814
 GA1814.The horizontal coordinates were scaled from a topographic map and have
 GA1814.an estimated accuracy of +/- 6 seconds.
 GA1814
 GA1814.The orthometric height was determined by differential leveling
 GA1814.and adjusted by the National Geodetic Survey in June 1991..
 GA1814
 GA1814.The geoid height was determined by GEOID03.
 GA1814
 GA1814.The dynamic height is computed by dividing the NAVD 88
 GA1814.geopotential number by the normal gravity value computed on the
 GA1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1814.degrees latitude (g = 980.6199 gals.).
 GA1814
 GA1814.The modeled gravity was interpolated from observed gravity values.
 GA1814
 GA1814;                    North         East    Units  Estimated Accuracy
 GA1814;SPC TN       -   206,050.      832,510.      MT  (+/- 180 meters Scaled)
 GA1814
 GA1814                          SUPERSEDED SURVEY CONTROL
 GA1814
 GA1814  NGVD 29 (??/??/92)  399.678  (m)         1311.28   (f) ADJ UNCH    1 1
 GA1814
 GA1814.Superseded values are not recommended for survey control.
 GA1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1814.See file dsdata.txt to determine how the superseded data were derived.
 GA1814
 GA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA827047(NAD 83)
 GA1814_MARKER: DB = BENCH MARK DISK
 GA1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1814_SP_SET: CULVERT
 GA1814_STAMPING: H 247 1967
 GA1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1814
 GA1814  HISTORY     - Date     Condition        Report By
 GA1814  HISTORY     - 1967     MONUMENTED       CGS
 GA1814
 GA1814                          STATION DESCRIPTION
 GA1814
 GA1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1814'7.6 MI W FROM MORRISTOWN.
 GA1814'ABOUT 7.6 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1814'AT MORRISTOWN, AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF THE
 GA1814'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 4-FOOT
 GA1814'CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY, 27 FEET
 GA1814'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET BELOW THE
 GA1814'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2220 ***********************************************************************
 GA2220  DESIGNATION -  H 248
 GA2220  PID         -  GA2220
 GA2220  STATE/COUNTY-  TN/KNOX
 GA2220  USGS QUAD   -  MASCOT (1987)
 GA2220
 GA2220                         *CURRENT SURVEY CONTROL
 GA2220  ___________________________________________________________________
 GA2220* NAD 83(1986)-  36 03 41.     (N)    083 44 44.     (W)     SCALED    
 GA2220* NAVD 88     -       262.390  (meters)     860.86   (feet)  ADJUSTED  
 GA2220  ___________________________________________________________________
 GA2220  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2220  DYNAMIC HT  -         262.149 (meters)     860.07  (feet)  COMP
 GA2220  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2220
 GA2220  VERT ORDER  -  FIRST     CLASS I
 GA2220
 GA2220.The horizontal coordinates were scaled from a topographic map and have
 GA2220.an estimated accuracy of +/- 6 seconds.
 GA2220
 GA2220.The orthometric height was determined by differential leveling
 GA2220.and adjusted by the National Geodetic Survey in June 1991..
 GA2220
 GA2220.The geoid height was determined by GEOID03.
 GA2220
 GA2220.The dynamic height is computed by dividing the NAVD 88
 GA2220.geopotential number by the normal gravity value computed on the
 GA2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2220.degrees latitude (g = 980.6199 gals.).
 GA2220
 GA2220.The modeled gravity was interpolated from observed gravity values.
 GA2220
 GA2220;                    North         East    Units  Estimated Accuracy
 GA2220;SPC TN       -   194,070.      803,090.      MT  (+/- 180 meters Scaled)
 GA2220
 GA2220                          SUPERSEDED SURVEY CONTROL
 GA2220
 GA2220  NGVD 29 (??/??/92)  262.519  (m)          861.28   (f) ADJ UNCH    1 1
 GA2220
 GA2220.Superseded values are not recommended for survey control.
 GA2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2220.See file dsdata.txt to determine how the superseded data were derived.
 GA2220
 GA2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV527942(NAD 83)
 GA2220_MARKER: DB = BENCH MARK DISK
 GA2220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2220_SP_SET: OVERPASS
 GA2220_STAMPING: H 248 1967
 GA2220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2220
 GA2220  HISTORY     - Date     Condition        Report By
 GA2220  HISTORY     - 1967     MONUMENTED       CGS
 GA2220
 GA2220                          STATION DESCRIPTION
 GA2220
 GA2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2220'AT MASCOT.
 GA2220'AT MASCOT, 0.4 MILE WEST ALONG A BLACK TOPPED ROAD FROM THE MASCOT
 GA2220'METHODIST CHURCH, ABOUT 90 FEET EAST OF THE EAST END OF A 75-FOOT
 GA2220'BRIDGE OVER FLAT CREEK, SET VERTICALLY IN THE WEST FACE OF THE
 GA2220'NORTH CONCRETE WING WALL OF THE SOUTHERN RAILWAY OVERPASS OVER
 GA2220'THE ROAD, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2
 GA2220'FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0466 ***********************************************************************
 GB0466  DESIGNATION -  H 249
 GB0466  PID         -  GB0466
 GB0466  STATE/COUNTY-  TN/KNOX
 GB0466  USGS QUAD   -  POWELL (1976)
 GB0466
 GB0466                         *CURRENT SURVEY CONTROL
 GB0466  ___________________________________________________________________
 GB0466* NAD 83(1986)-  36 01 53.     (N)    084 01 41.     (W)     SCALED    
 GB0466* NAVD 88     -       302.949  (meters)     993.93   (feet)  ADJUSTED  
 GB0466  ___________________________________________________________________
 GB0466  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0466  DYNAMIC HT  -         302.666 (meters)     993.00  (feet)  COMP
 GB0466  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GB0466
 GB0466  VERT ORDER  -  FIRST     CLASS I
 GB0466
 GB0466.The horizontal coordinates were scaled from a topographic map and have
 GB0466.an estimated accuracy of +/- 6 seconds.
 GB0466
 GB0466.The orthometric height was determined by differential leveling
 GB0466.and adjusted by the National Geodetic Survey in June 1991..
 GB0466
 GB0466.The geoid height was determined by GEOID03.
 GB0466
 GB0466.The dynamic height is computed by dividing the NAVD 88
 GB0466.geopotential number by the normal gravity value computed on the
 GB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0466.degrees latitude (g = 980.6199 gals.).
 GB0466
 GB0466.The modeled gravity was interpolated from observed gravity values.
 GB0466
 GB0466;                    North         East    Units  Estimated Accuracy
 GB0466;SPC TN       -   190,190.      777,710.      MT  (+/- 180 meters Scaled)
 GB0466
 GB0466                          SUPERSEDED SURVEY CONTROL
 GB0466
 GB0466  NGVD 29 (??/??/92)  303.063  (m)          994.30   (f) ADJ UNCH    1 1
 GB0466
 GB0466.Superseded values are not recommended for survey control.
 GB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0466.See file dsdata.txt to determine how the superseded data were derived.
 GB0466
 GB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677915(NAD 83)
 GB0466_MARKER: DB = BENCH MARK DISK
 GB0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0466_SP_SET: FOUNDATION
 GB0466_STAMPING: H 249 1967
 GB0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0466
 GB0466  HISTORY     - Date     Condition        Report By
 GB0466  HISTORY     - 1967     MONUMENTED       CGS
 GB0466  HISTORY     - 1973     GOOD             TVA
 GB0466
 GB0466                          STATION DESCRIPTION
 GB0466
 GB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0466'AT POWELL.
 GB0466'AT POWELL, ALONG THE SOUTHERN RAILWAY, ABOUT 160 FEET NORTHEAST
 GB0466'OF THE CROSSING OF COMMERCE ROAD, SET VERTICALLY IN THE SOUTHWEST
 GB0466'FACE OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE RAILWAY
 GB0466'STATION, 28.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 GB0466'TRACK, 2.5 FEET SOUTHEAST OF THE WEST CORNER OF A LOADING PLATFORM,
 GB0466'ABOUT LEVEL WITH THE TRACK AND 1 1/2 FEET ABOVE THE GROUND.
 GB0466
 GB0466                          STATION RECOVERY (1973)
 GB0466
 GB0466'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1429 ***********************************************************************
 GC1429  DESIGNATION -  H 25
 GC1429  PID         -  GC1429
 GC1429  STATE/COUNTY-  TN/MONTGOMERY
 GC1429  USGS QUAD   -  PALMYRA (1983)
 GC1429
 GC1429                         *CURRENT SURVEY CONTROL
 GC1429  ___________________________________________________________________
 GC1429* NAD 83(1986)-  36 29 02.     (N)    087 25 24.     (W)     SCALED    
 GC1429* NAVD 88     -       118.249  (meters)     387.96   (feet)  ADJUSTED  
 GC1429  ___________________________________________________________________
 GC1429  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1429  DYNAMIC HT  -         118.149 (meters)     387.63  (feet)  COMP
 GC1429  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 GC1429
 GC1429  VERT ORDER  -  SECOND    CLASS 0
 GC1429
 GC1429.The horizontal coordinates were scaled from a topographic map and have
 GC1429.an estimated accuracy of +/- 6 seconds.
 GC1429
 GC1429.The orthometric height was determined by differential leveling
 GC1429.and adjusted by the National Geodetic Survey in June 1991..
 GC1429
 GC1429.The geoid height was determined by GEOID03.
 GC1429
 GC1429.The dynamic height is computed by dividing the NAVD 88
 GC1429.geopotential number by the normal gravity value computed on the
 GC1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1429.degrees latitude (g = 980.6199 gals.).
 GC1429
 GC1429.The modeled gravity was interpolated from observed gravity values.
 GC1429
 GC1429;                    North         East    Units  Estimated Accuracy
 GC1429;SPC TN       -   239,540.      472,460.      MT  (+/- 180 meters Scaled)
 GC1429
 GC1429                          SUPERSEDED SURVEY CONTROL
 GC1429
 GC1429  NGVD 29 (??/??/92)  118.314  (m)          388.17   (f) ADJ UNCH    2 0
 GC1429
 GC1429.Superseded values are not recommended for survey control.
 GC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1429.See file dsdata.txt to determine how the superseded data were derived.
 GC1429
 GC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF620377(NAD 83)
 GC1429_MARKER: DB = BENCH MARK DISK
 GC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1429_STAMPING: H 25 1934
 GC1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1429+STABILITY: SURFACE MOTION
 GC1429
 GC1429  HISTORY     - Date     Condition        Report By
 GC1429  HISTORY     - 1934     MONUMENTED       CGS
 GC1429
 GC1429                          STATION DESCRIPTION
 GC1429
 GC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1429'6.8 MI SW FROM CLARKSVILLE.
 GC1429'6.75 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1429'FROM THE STATION AT CLARKSVILLE, MONTGOMERY COUNTY, 75 YARDS
 GC1429'NORTHEAST OF THE STATION AT STEELES, 60 YARDS NORTHEAST OF
 GC1429'MILEPOST 184, AT A FARM-ROAD CROSSING, 14 YARDS SOUTHEAST OF THE
 GC1429'CENTERLINE OF THE TRACK, AND 6 YARDS SOUTHWEST OF THE CENTERLINE
 GC1429'OF THE ROAD.  A STANDARD DISK, STAMPED H 25 1934 AND SET IN
 GC1429'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0884 ***********************************************************************
 GB0884  DESIGNATION -  H 250
 GB0884  PID         -  GB0884
 GB0884  STATE/COUNTY-  TN/MORGAN
 GB0884  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0884
 GB0884                         *CURRENT SURVEY CONTROL
 GB0884  ___________________________________________________________________
 GB0884* NAD 83(1986)-  36 12 24.     (N)    084 40 01.     (W)     SCALED    
 GB0884* NAVD 88     -       417.174  (meters)    1368.68   (feet)  ADJUSTED  
 GB0884  ___________________________________________________________________
 GB0884  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0884  DYNAMIC HT  -         416.806 (meters)    1367.47  (feet)  COMP
 GB0884  MODELED GRAV-     979,738.0   (mgal)                       NAVD 88
 GB0884
 GB0884  VERT ORDER  -  FIRST     CLASS I
 GB0884
 GB0884.The horizontal coordinates were scaled from a topographic map and have
 GB0884.an estimated accuracy of +/- 6 seconds.
 GB0884
 GB0884.The orthometric height was determined by differential leveling
 GB0884.and adjusted by the National Geodetic Survey in June 1991..
 GB0884
 GB0884.The geoid height was determined by GEOID03.
 GB0884
 GB0884.The dynamic height is computed by dividing the NAVD 88
 GB0884.geopotential number by the normal gravity value computed on the
 GB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0884.degrees latitude (g = 980.6199 gals.).
 GB0884
 GB0884.The modeled gravity was interpolated from observed gravity values.
 GB0884
 GB0884;                    North         East    Units  Estimated Accuracy
 GB0884;SPC TN       -   208,660.      719,870.      MT  (+/- 180 meters Scaled)
 GB0884
 GB0884                          SUPERSEDED SURVEY CONTROL
 GB0884
 GB0884  NGVD 29 (??/??/92)  417.277  (m)         1369.02   (f) ADJ UNCH    1 1
 GB0884
 GB0884.Superseded values are not recommended for survey control.
 GB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0884.See file dsdata.txt to determine how the superseded data were derived.
 GB0884
 GB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF097093(NAD 83)
 GB0884_MARKER: DB = BENCH MARK DISK
 GB0884_SETTING: 66 = SET IN ROCK OUTCROP
 GB0884_SP_SET: ROCK CUT
 GB0884_STAMPING: H 250 1968
 GB0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0884+STABILITY: POSITION/ELEVATION WELL
 GB0884
 GB0884  HISTORY     - Date     Condition        Report By
 GB0884  HISTORY     - 1968     MONUMENTED       CGS
 GB0884
 GB0884                          STATION DESCRIPTION
 GB0884
 GB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0884'2.5 MI S FROM SUNBRIGHT.
 GB0884'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0884'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE SOUTHERN
 GB0884'RAILWAY, THENCE 2.15 MILES SOUTH ALONG THE MAIN TRACK, 0.35
 GB0884'MILE SOUTH OF MILEPOST 234, SET IN THE TOP OF A LEDGE ON THE
 GB0884'EAST ROCK WALL OF A CUT FOR THE RAILROAD, 26 1/2 FEET EAST OF THE
 GB0884'EAST RAIL, 11 FEET SOUTH OF A 10-INCH TRIANGLE WHICH IS INSCRIBED
 GB0884'IN THE WEST FACE OF THE EAST WALL OF THE CUT, 85 FEET SOUTH OF
 GB0884'THE NORTH END OF THE CUT, 93 FEET SOUTHEAST AND ACROSS THE TRACK
 GB0884'FROM MARKER POST NUMBER 2341 FOR AN UNDERGROUND TELEPHONE
 GB0884'CABLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT
 GB0884'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1048 ***********************************************************************
 GD1048  DESIGNATION -  H 251
 GD1048  PID         -  GD1048
 GD1048  STATE/COUNTY-  TN/LAKE
 GD1048  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1048
 GD1048                         *CURRENT SURVEY CONTROL
 GD1048  ___________________________________________________________________
 GD1048* NAD 83(1986)-  36 12 50.     (N)    089 39 32.     (W)     SCALED    
 GD1048* NAVD 88     -        81.975  (meters)     268.95   (feet)  ADJUSTED  
 GD1048  ___________________________________________________________________
 GD1048  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1048  DYNAMIC HT  -          81.907 (meters)     268.72  (feet)  COMP
 GD1048  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GD1048
 GD1048  VERT ORDER  -  FIRST     CLASS I
 GD1048
 GD1048.The horizontal coordinates were scaled from a topographic map and have
 GD1048.an estimated accuracy of +/- 6 seconds.
 GD1048
 GD1048.The orthometric height was determined by differential leveling
 GD1048.and adjusted by the National Geodetic Survey in June 1991..
 GD1048
 GD1048.The geoid height was determined by GEOID03.
 GD1048
 GD1048.The dynamic height is computed by dividing the NAVD 88
 GD1048.geopotential number by the normal gravity value computed on the
 GD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1048.degrees latitude (g = 980.6199 gals.).
 GD1048
 GD1048.The modeled gravity was interpolated from observed gravity values.
 GD1048
 GD1048;                    North         East    Units  Estimated Accuracy
 GD1048;SPC TN       -   214,800.      271,080.      MT  (+/- 180 meters Scaled)
 GD1048
 GD1048                          SUPERSEDED SURVEY CONTROL
 GD1048
 GD1048  NGVD 29 (??/??/??)   81.891  (m)          268.67   (f) ADJUSTED    1 1
 GD1048
 GD1048.Superseded values are not recommended for survey control.
 GD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1048.See file dsdata.txt to determine how the superseded data were derived.
 GD1048
 GD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF609109(NAD 83)
 GD1048_MARKER: DB = BENCH MARK DISK
 GD1048_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1048+WITH SETTING: INTO GROUND
 GD1048_SP_SET: METAL ROD WITH BASE PLATE
 GD1048_STAMPING: H 251 1976
 GD1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1048+STABILITY: SURFACE MOTION
 GD1048
 GD1048  HISTORY     - Date     Condition        Report By
 GD1048  HISTORY     - 1976     MONUMENTED       NGS
 GD1048  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD1048
 GD1048                          STATION DESCRIPTION
 GD1048
 GD1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1048'11.6 MI SW FROM RIDGLEY.
 GD1048'1.5 MILES WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1048'RAILROAD STATION AT RIDGELY, THENCE 3.05 MILES SOUTHWEST ALONG A
 GD1048'BLACKTOP ROAD, THENCE 7 MILES WEST ALONG STATE HIGHWAY 79, 0.3 MILE
 GD1048'NORTHEAST OF POWELLS FERRY LANDING, 20 FEET NORTH OF THE CENTER OF
 GD1048'HIGHWAY, 20.7 FEET EAST OF THE EAST ONE OF WATER OAK TREES.
 GD1048
 GD1048                          STATION RECOVERY (2002)
 GD1048
 GD1048'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0443 ***********************************************************************
 FC0443  DESIGNATION -  H 256
 FC0443  PID         -  FC0443
 FC0443  STATE/COUNTY-  TN/BRADLEY
 FC0443  USGS QUAD   -  MC DONALD (1976)
 FC0443
 FC0443                         *CURRENT SURVEY CONTROL
 FC0443  ___________________________________________________________________
 FC0443* NAD 83(1986)-  35 03 24.     (N)    084 55 20.     (W)     SCALED    
 FC0443* NAVD 88     -       280.823  (meters)     921.33   (feet)  ADJUSTED  
 FC0443  ___________________________________________________________________
 FC0443  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0443  DYNAMIC HT  -         280.543 (meters)     920.41  (feet)  COMP
 FC0443  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 FC0443
 FC0443  VERT ORDER  -  FIRST     CLASS I
 FC0443
 FC0443.The horizontal coordinates were scaled from a topographic map and have
 FC0443.an estimated accuracy of +/- 6 seconds.
 FC0443
 FC0443.The orthometric height was determined by differential leveling
 FC0443.and adjusted by the National Geodetic Survey in June 1991..
 FC0443
 FC0443.The geoid height was determined by GEOID03.
 FC0443
 FC0443.The dynamic height is computed by dividing the NAVD 88
 FC0443.geopotential number by the normal gravity value computed on the
 FC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0443.degrees latitude (g = 980.6199 gals.).
 FC0443
 FC0443.The modeled gravity was interpolated from observed gravity values.
 FC0443
 FC0443;                    North         East    Units  Estimated Accuracy
 FC0443;SPC TN       -    80,800.      698,320.      MT  (+/- 180 meters Scaled)
 FC0443
 FC0443                          SUPERSEDED SURVEY CONTROL
 FC0443
 FC0443  NGVD 29 (??/??/92)  280.815  (m)          921.31   (f) ADJ UNCH    1 1
 FC0443
 FC0443.Superseded values are not recommended for survey control.
 FC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0443.See file dsdata.txt to determine how the superseded data were derived.
 FC0443
 FC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD894813(NAD 83)
 FC0443_MARKER: DD = SURVEY DISK
 FC0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0443_STAMPING: H 256 1968
 FC0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0443+STABILITY: SURFACE MOTION
 FC0443
 FC0443  HISTORY     - Date     Condition        Report By
 FC0443  HISTORY     - 1968     MONUMENTED       USGS
 FC0443  HISTORY     - 1968     GOOD             NGS
 FC0443
 FC0443                          STATION DESCRIPTION
 FC0443
 FC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0443'7.3 MI SW FROM CLEVELAND.
 FC0443'ABOUT 7.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0443'STATION AT CLEVELAND, ABOUT 0.6 MILE SOUTHWEST OF MILEPOST 7, 70
 FC0443'FEET NORTH OF THE CENTER OF A GRAVELED ROAD CROSSING, 64 FEET
 FC0443'NORTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHWEST OF
 FC0443'THE NORTHWEST RAIL, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT
 FC0443'3 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVE
 FC0443'LEADING SOUTHWEST TO A ONE STORY WHITE FRAME HOUSE, 1.5 FEET
 FC0443'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 FC0443'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0443'2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE POST WAS
 FC0443'FOUND LEANING AND WAS REPAIRED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0422 ***********************************************************************
 FC0422  DESIGNATION -  H 257
 FC0422  PID         -  FC0422
 FC0422  STATE/COUNTY-  TN/MCMINN
 FC0422  USGS QUAD   -  CALHOUN (1980)
 FC0422
 FC0422                         *CURRENT SURVEY CONTROL
 FC0422  ___________________________________________________________________
 FC0422* NAD 83(1986)-  35 21 25.     (N)    084 42 32.     (W)     SCALED    
 FC0422* NAVD 88     -       239.414  (meters)     785.48   (feet)  ADJUSTED  
 FC0422  ___________________________________________________________________
 FC0422  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0422  DYNAMIC HT  -         239.180 (meters)     784.71  (feet)  COMP
 FC0422  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0422
 FC0422  VERT ORDER  -  FIRST     CLASS I
 FC0422
 FC0422.The horizontal coordinates were scaled from a topographic map and have
 FC0422.an estimated accuracy of +/- 6 seconds.
 FC0422
 FC0422.The orthometric height was determined by differential leveling
 FC0422.and adjusted by the National Geodetic Survey in June 1991..
 FC0422
 FC0422.The geoid height was determined by GEOID03.
 FC0422
 FC0422.The dynamic height is computed by dividing the NAVD 88
 FC0422.geopotential number by the normal gravity value computed on the
 FC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0422.degrees latitude (g = 980.6199 gals.).
 FC0422
 FC0422.The modeled gravity was interpolated from observed gravity values.
 FC0422
 FC0422;                    North         East    Units  Estimated Accuracy
 FC0422;SPC TN       -   114,340.      717,340.      MT  (+/- 180 meters Scaled)
 FC0422
 FC0422                          SUPERSEDED SURVEY CONTROL
 FC0422
 FC0422  NGVD 29 (??/??/92)  239.456  (m)          785.62   (f) ADJ UNCH    1 1
 FC0422
 FC0422.Superseded values are not recommended for survey control.
 FC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0422.See file dsdata.txt to determine how the superseded data were derived.
 FC0422
 FC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081150(NAD 83)
 FC0422_MARKER: DB = BENCH MARK DISK
 FC0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0422_SP_SET: CULVERT
 FC0422_STAMPING: H 257 1968
 FC0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0422
 FC0422  HISTORY     - Date     Condition        Report By
 FC0422  HISTORY     - 1968     MONUMENTED       CGS
 FC0422
 FC0422                          STATION DESCRIPTION
 FC0422
 FC0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0422'1.8 MI SW FROM RICEVILLE.
 FC0422'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0422'OFFICE AT RICEVILLE, ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHERN
 FC0422'RAILWAY MILEPOST 195, ABOUT 50 FEET NORTHWEST OF THE SOUTHERN
 FC0422'RAILWAY TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 FC0422'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FC0422'27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FC0422'NORTHEAST OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT 3
 FC0422'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0858 ***********************************************************************
 FC0858  DESIGNATION -  H 258
 FC0858  PID         -  FC0858
 FC0858  STATE/COUNTY-  TN/MCMINN
 FC0858  USGS QUAD   -  NIOTA (1990)
 FC0858
 FC0858                         *CURRENT SURVEY CONTROL
 FC0858  ___________________________________________________________________
 FC0858* NAD 83(1986)-  35 30 22.     (N)    084 33 46.     (W)     SCALED    
 FC0858* NAVD 88     -       279.900  (meters)     918.31   (feet)  ADJUSTED  
 FC0858  ___________________________________________________________________
 FC0858  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0858  DYNAMIC HT  -         279.626 (meters)     917.41  (feet)  COMP
 FC0858  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 FC0858
 FC0858  VERT ORDER  -  FIRST     CLASS I
 FC0858
 FC0858.The horizontal coordinates were scaled from a topographic map and have
 FC0858.an estimated accuracy of +/- 6 seconds.
 FC0858
 FC0858.The orthometric height was determined by differential leveling
 FC0858.and adjusted by the National Geodetic Survey in June 1991..
 FC0858
 FC0858.The geoid height was determined by GEOID03.
 FC0858
 FC0858.The dynamic height is computed by dividing the NAVD 88
 FC0858.geopotential number by the normal gravity value computed on the
 FC0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0858.degrees latitude (g = 980.6199 gals.).
 FC0858
 FC0858.The modeled gravity was interpolated from observed gravity values.
 FC0858
 FC0858;                    North         East    Units  Estimated Accuracy
 FC0858;SPC TN       -   131,080.      730,380.      MT  (+/- 180 meters Scaled)
 FC0858
 FC0858                          SUPERSEDED SURVEY CONTROL
 FC0858
 FC0858  NGVD 29 (??/??/92)  279.959  (m)          918.50   (f) ADJ UNCH    1 1
 FC0858
 FC0858.Superseded values are not recommended for survey control.
 FC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0858.See file dsdata.txt to determine how the superseded data were derived.
 FC0858
 FC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE210319(NAD 83)
 FC0858_MARKER: DB = BENCH MARK DISK
 FC0858_SETTING: 66 = SET IN ROCK OUTCROP
 FC0858_SP_SET: ROCK OUTCROP
 FC0858_STAMPING: H 258 1968
 FC0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0858+STABILITY: POSITION/ELEVATION WELL
 FC0858
 FC0858  HISTORY     - Date     Condition        Report By
 FC0858  HISTORY     - 1968     MONUMENTED       CGS
 FC0858
 FC0858                          STATION DESCRIPTION
 FC0858
 FC0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0858'1.5 MI SW FROM NIOTA.
 FC0858'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0858'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 0.1 MILE SOUTHWEST OF
 FC0858'THE JUNCTION OF A DRIVE LEADING NORTHWEST TO SEVERAL FARM
 FC0858'BUILDINGS AND A LARGE RED BARN WITH TWO SILOS, ON THE OUTSIDE OF
 FC0858'AND AT THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING TO THE
 FC0858'SOUTH AND NORTHEAST, SET IN THE TOP OF A ROCK THAT IS ABOUT 10
 FC0858'FEET LONG BY 1 1/2 FEET WIDE AND IS PART OF A ROCK OUTCROP THAT IS
 FC0858'ABOUT 50 FEET LONG AND 10 FEET WIDE, 93 FEET NORTHWEST OF AND
 FC0858'ACROSS THE HIGHWAY FROM THE WEST CORNER OF A STONE SPRING HOUSE,
 FC0858'37 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET
 FC0858'SOUTH OF TELEPHONE POLE 1149 AND ABOUT 4 FEET BELOW THE LEVEL OF
 FC0858'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0037 ***********************************************************************
 FC0037  DESIGNATION -  H 259
 FC0037  PID         -  FC0037
 FC0037  STATE/COUNTY-  TN/LOUDON
 FC0037  USGS QUAD   -  LOUDON (1984)
 FC0037
 FC0037                         *CURRENT SURVEY CONTROL
 FC0037  ___________________________________________________________________
 FC0037* NAD 83(1986)-  35 42 39.     (N)    084 21 53.     (W)     SCALED    
 FC0037* NAVD 88     -       256.135  (meters)     840.34   (feet)  ADJUSTED  
 FC0037  ___________________________________________________________________
 FC0037  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0037  DYNAMIC HT  -         255.890 (meters)     839.53  (feet)  COMP
 FC0037  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FC0037
 FC0037  VERT ORDER  -  FIRST     CLASS I
 FC0037
 FC0037.The horizontal coordinates were scaled from a topographic map and have
 FC0037.an estimated accuracy of +/- 6 seconds.
 FC0037
 FC0037.The orthometric height was determined by differential leveling
 FC0037.and adjusted by the National Geodetic Survey in June 1991..
 FC0037
 FC0037.The geoid height was determined by GEOID03.
 FC0037
 FC0037.The dynamic height is computed by dividing the NAVD 88
 FC0037.geopotential number by the normal gravity value computed on the
 FC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0037.degrees latitude (g = 980.6199 gals.).
 FC0037
 FC0037.The modeled gravity was interpolated from observed gravity values.
 FC0037
 FC0037;                    North         East    Units  Estimated Accuracy
 FC0037;SPC TN       -   154,070.      747,970.      MT  (+/- 180 meters Scaled)
 FC0037
 FC0037                          SUPERSEDED SURVEY CONTROL
 FC0037
 FC0037  NGVD 29 (??/??/92)  256.227  (m)          840.64   (f) ADJ UNCH    1 1
 FC0037
 FC0037.Superseded values are not recommended for survey control.
 FC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0037.See file dsdata.txt to determine how the superseded data were derived.
 FC0037
 FC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE384550(NAD 83)
 FC0037_MARKER: DB = BENCH MARK DISK
 FC0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0037_SP_SET: CULVERT
 FC0037_STAMPING: H 259 1968
 FC0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0037
 FC0037  HISTORY     - Date     Condition        Report By
 FC0037  HISTORY     - 1968     MONUMENTED       CGS
 FC0037
 FC0037                          STATION DESCRIPTION
 FC0037
 FC0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0037'2.6 MI NE FROM PHILADELPHIA.
 FC0037'ABOUT 2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0037'MOTEL AT PHILADELPHIA, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 FC0037'EXTENDING NORTH AND SOUTHWEST, SET IN THE TOP OF THE NORTHEAST
 FC0037'END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT
 FC0037'UNDER THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0037'HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL
 FC0037'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0109 ***********************************************************************
 FC0109  DESIGNATION -  H 260
 FC0109  PID         -  FC0109
 FC0109  STATE/COUNTY-  TN/KNOX
 FC0109  USGS QUAD   -  BEARDEN (1990)
 FC0109
 FC0109                         *CURRENT SURVEY CONTROL
 FC0109  ___________________________________________________________________
 FC0109* NAD 83(1986)-  35 54 16.     (N)    084 02 51.     (W)     SCALED    
 FC0109* NAVD 88     -       287.633  (meters)     943.68   (feet)  ADJUSTED  
 FC0109  ___________________________________________________________________
 FC0109  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0109  DYNAMIC HT  -         287.365 (meters)     942.80  (feet)  COMP
 FC0109  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 FC0109
 FC0109  VERT ORDER  -  FIRST     CLASS I
 FC0109
 FC0109.The horizontal coordinates were scaled from a topographic map and have
 FC0109.an estimated accuracy of +/- 6 seconds.
 FC0109
 FC0109.The orthometric height was determined by differential leveling
 FC0109.and adjusted by the National Geodetic Survey in June 1991..
 FC0109
 FC0109.The geoid height was determined by GEOID03.
 FC0109
 FC0109.The dynamic height is computed by dividing the NAVD 88
 FC0109.geopotential number by the normal gravity value computed on the
 FC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0109.degrees latitude (g = 980.6199 gals.).
 FC0109
 FC0109.The modeled gravity was interpolated from observed gravity values.
 FC0109
 FC0109;                    North         East    Units  Estimated Accuracy
 FC0109;SPC TN       -   176,070.      776,240.      MT  (+/- 180 meters Scaled)
 FC0109
 FC0109                          SUPERSEDED SURVEY CONTROL
 FC0109
 FC0109  NGVD 29 (??/??/92)  287.767  (m)          944.12   (f) ADJ UNCH    1 1
 FC0109
 FC0109.Superseded values are not recommended for survey control.
 FC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0109.See file dsdata.txt to determine how the superseded data were derived.
 FC0109
 FC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE664773(NAD 83)
 FC0109_MARKER: DB = BENCH MARK DISK
 FC0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0109_SP_SET: CULVERT
 FC0109_STAMPING: H 260 1968
 FC0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0109
 FC0109  HISTORY     - Date     Condition        Report By
 FC0109  HISTORY     - 1968     MONUMENTED       CGS
 FC0109
 FC0109                          STATION DESCRIPTION
 FC0109
 FC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0109'3.1 MI SW FROM BEARDEN.
 FC0109'ABOUT 3.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0109'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.2 MILE SOUTHWEST
 FC0109'OF MILEPOST 139, NEAR THE JUNCTION OF WESTLAND DRIVE AND SANFORD
 FC0109'DAY ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 FC0109'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER WESTLAND DRIVE
 FC0109'WHICH IS ON SOLID ROCK, 43.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0109'11 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, 1.5 FEET
 FC0109'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, ABOUT 1 FOOT
 FC0109'ABOVE THE LEVEL OF THE ROAD AND ABOUT 12 FEET BELOW THE LEVEL OF
 FC0109'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0329 ***********************************************************************
 FF0329  DESIGNATION -  H 261
 FF0329  PID         -  FF0329
 FF0329  STATE/COUNTY-  TN/SHELBY
 FF0329  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0329
 FF0329                         *CURRENT SURVEY CONTROL
 FF0329  ___________________________________________________________________
 FF0329* NAD 83(1986)-  35 10 50.     (N)    090 02 26.     (W)     SCALED    
 FF0329* NAVD 88     -        73.712  (meters)     241.84   (feet)  ADJUSTED  
 FF0329  ___________________________________________________________________
 FF0329  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0329  DYNAMIC HT  -          73.645 (meters)     241.62  (feet)  COMP
 FF0329  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0329
 FF0329  VERT ORDER  -  FIRST     CLASS I
 FF0329
 FF0329.The horizontal coordinates were scaled from a topographic map and have
 FF0329.an estimated accuracy of +/- 6 seconds.
 FF0329
 FF0329.The orthometric height was determined by differential leveling
 FF0329.and adjusted by the National Geodetic Survey in June 1991..
 FF0329
 FF0329.The geoid height was determined by GEOID03.
 FF0329
 FF0329.The dynamic height is computed by dividing the NAVD 88
 FF0329.geopotential number by the normal gravity value computed on the
 FF0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0329.degrees latitude (g = 980.6199 gals.).
 FF0329
 FF0329.The modeled gravity was interpolated from observed gravity values.
 FF0329
 FF0329;                    North         East    Units  Estimated Accuracy
 FF0329;SPC TN       -   101,600.      232,060.      MT  (+/- 180 meters Scaled)
 FF0329
 FF0329                          SUPERSEDED SURVEY CONTROL
 FF0329
 FF0329  NGVD 29 (??/??/??)   73.672  (m)          241.71   (f) ADJUSTED    1 1
 FF0329
 FF0329.Superseded values are not recommended for survey control.
 FF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0329.See file dsdata.txt to determine how the superseded data were derived.
 FF0329
 FF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695970(NAD 83)
 FF0329_MARKER: DB = BENCH MARK DISK
 FF0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0329_STAMPING: H 261 1974
 FF0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0329+STABILITY: SURFACE MOTION
 FF0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0329+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0329
 FF0329  HISTORY     - Date     Condition        Report By
 FF0329  HISTORY     - 1974     MONUMENTED       NGS
 FF0329  HISTORY     - 19940912 GOOD             TN1620
 FF0329  HISTORY     - 20021024 GOOD             USACE
 FF0329
 FF0329                          STATION DESCRIPTION
 FF0329
 FF0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0329'AT MEMPHIS.
 FF0329'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, 63 FEET NORTH OF THE
 FF0329'CENTER OF THE CROSSING OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD
 FF0329'AND PLUM STREET, 31 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL
 FF0329'OF MAIN TRACK, 51.2 FEET NORTH-NORTHEAST OF A PIPE CORNER POST IN
 FF0329'A CHAIN LINK FENCE, 6.3 FEET WEST-NORTHWEST OF A SIDE TRACK, 6.7
 FF0329'FEET SOUTH-SOUTHWEST OF A SIGNAL CONTROL BOX, 3.7 FEET SOUTHEAST OF
 FF0329'A CHAIN LINK FENCE, SET IN TOP AND CENTER OF A 3 1/2 FOOT BY 3 1/2
 FF0329'FOOT ABANDONED CONCRETE FOUNDATION AND PROJECTING 12-INCHES
 FF0329'ABOVE GROUND, 1 1/2 FEET ABOVE RAILS.
 FF0329
 FF0329                          STATION RECOVERY (1994)
 FF0329
 FF0329'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0329'RECOVERED IN GOOD CONDITION.
 FF0329
 FF0329                          STATION RECOVERY (2002)
 FF0329
 FF0329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0329'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1325 ***********************************************************************
 FE1325  DESIGNATION -  H 262
 FE1325  PID         -  FE1325
 FE1325  STATE/COUNTY-  TN/TIPTON
 FE1325  USGS QUAD   -  MUNFORD (1983)
 FE1325
 FE1325                         *CURRENT SURVEY CONTROL
 FE1325  ___________________________________________________________________
 FE1325* NAD 83(1986)-  35 26 56.     (N)    089 48 54.     (W)     SCALED    
 FE1325* NAVD 88     -       135.522  (meters)     444.63   (feet)  ADJUSTED  
 FE1325  ___________________________________________________________________
 FE1325  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1325  DYNAMIC HT  -         135.403 (meters)     444.23  (feet)  COMP
 FE1325  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1325
 FE1325  VERT ORDER  -  FIRST     CLASS I
 FE1325
 FE1325.The horizontal coordinates were scaled from a topographic map and have
 FE1325.an estimated accuracy of +/- 6 seconds.
 FE1325
 FE1325.The orthometric height was determined by differential leveling
 FE1325.and adjusted by the National Geodetic Survey in June 1991..
 FE1325
 FE1325.The geoid height was determined by GEOID03.
 FE1325
 FE1325.The dynamic height is computed by dividing the NAVD 88
 FE1325.geopotential number by the normal gravity value computed on the
 FE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1325.degrees latitude (g = 980.6199 gals.).
 FE1325
 FE1325.The modeled gravity was interpolated from observed gravity values.
 FE1325
 FE1325;                    North         East    Units  Estimated Accuracy
 FE1325;SPC TN       -   130,520.      253,750.      MT  (+/- 180 meters Scaled)
 FE1325
 FE1325                          SUPERSEDED SURVEY CONTROL
 FE1325
 FE1325  NGVD 29 (??/??/??)  135.496  (m)          444.54   (f) ADJUSTED    1 1
 FE1325
 FE1325.Superseded values are not recommended for survey control.
 FE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1325.See file dsdata.txt to determine how the superseded data were derived.
 FE1325
 FE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE445264(NAD 83)
 FE1325_MARKER: DB = BENCH MARK DISK
 FE1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1325_SP_SET: BUILDING
 FE1325_STAMPING: H 262 1974
 FE1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1325+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1325
 FE1325  HISTORY     - Date     Condition        Report By
 FE1325  HISTORY     - 1974     MONUMENTED       NGS
 FE1325  HISTORY     - 1974     GOOD             NGS
 FE1325  HISTORY     - 20021003 GOOD             USACE
 FE1325
 FE1325                          STATION DESCRIPTION
 FE1325
 FE1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1325'AT MUNFORD.
 FE1325'AT MUNFORD, AT THE MUNFORD PRESBYTERIAN CHURCH, WHICH IS ON THE
 FE1325'INSIDE OF A SHARP CURVE IN THE EAST-WEST ROAD THROUGH TOWN, 24.8
 FE1325'FEET WEST OF THE CURB LINE, 13 FEET SOUTH OF THE SOUTH CURB LINE
 FE1325'OF ROAD LEADING WEST FROM MUNFORD TO DRUMMOND AND NORTHWEST TO
 FE1325'RANDOLPH, SET VERTICALLY IN THE NORTH BRICK WALL OF CHURCH, 1
 FE1325'FOOT WEST OF THE NORTHEAST CORNER OF BUILDING, 2.1 FOOT ABOVE
 FE1325'GROUND.
 FE1325
 FE1325                          STATION RECOVERY (2002)
 FE1325
 FE1325'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1771 ***********************************************************************
 FE1771  DESIGNATION -  H 263
 FE1771  PID         -  FE1771
 FE1771  STATE/COUNTY-  TN/LAUDERDALE
 FE1771  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1771
 FE1771                         *CURRENT SURVEY CONTROL
 FE1771  ___________________________________________________________________
 FE1771* NAD 83(1986)-  35 44 22.     (N)    089 33 23.     (W)     SCALED    
 FE1771* NAVD 88     -        98.999  (meters)     324.80   (feet)  ADJUSTED  
 FE1771  ___________________________________________________________________
 FE1771  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1771  DYNAMIC HT  -          98.914 (meters)     324.52  (feet)  COMP
 FE1771  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FE1771
 FE1771  VERT ORDER  -  FIRST     CLASS I
 FE1771
 FE1771.The horizontal coordinates were scaled from a topographic map and have
 FE1771.an estimated accuracy of +/- 6 seconds.
 FE1771
 FE1771.The orthometric height was determined by differential leveling
 FE1771.and adjusted by the National Geodetic Survey in June 1991..
 FE1771
 FE1771.The geoid height was determined by GEOID03.
 FE1771
 FE1771.The dynamic height is computed by dividing the NAVD 88
 FE1771.geopotential number by the normal gravity value computed on the
 FE1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1771.degrees latitude (g = 980.6199 gals.).
 FE1771
 FE1771.The modeled gravity was interpolated from observed gravity values.
 FE1771
 FE1771;                    North         East    Units  Estimated Accuracy
 FE1771;SPC TN       -   161,850.      278,380.      MT  (+/- 180 meters Scaled)
 FE1771
 FE1771                          SUPERSEDED SURVEY CONTROL
 FE1771
 FE1771  NGVD 29 (??/??/??)   98.958  (m)          324.66   (f) ADJUSTED    1 1
 FE1771
 FE1771.Superseded values are not recommended for survey control.
 FE1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1771.See file dsdata.txt to determine how the superseded data were derived.
 FE1771
 FE1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE688580(NAD 83)
 FE1771_MARKER: DB = BENCH MARK DISK
 FE1771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1771_SP_SET: CULVERT
 FE1771_STAMPING: H 263 1974
 FE1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1771+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1771
 FE1771  HISTORY     - Date     Condition        Report By
 FE1771  HISTORY     - 1974     MONUMENTED       NGS
 FE1771  HISTORY     - 20020807 GOOD             USACE
 FE1771
 FE1771                          STATION DESCRIPTION
 FE1771
 FE1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1771'2.4 MI W FROM RIPLEY.
 FE1771'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1771'COUNTY COURTHOUSE AT RIPLEY, THENCE 1.1 MILES SOUTH-SOUTHWEST
 FE1771'ALONG NEW U.S. HIGHWAY 51 4 LANES, AT A LARGE 16 FT X 12 FT BOX
 FE1771'CULVERT OVER HYDE CREEK, 62.5 FEET NORTHWEST OF THE CENTER
 FE1771'LINE OF THE NORTHWEST LANE OF THE HIGHWAY, 36.5 FEET NORTHWEST
 FE1771'OF A STEEL GUARD RAIL, SET IN TOP AND CENTER OF THE NORTH
 FE1771'CONCRETE HEADWALL OF CULVERT (HEADWALL ANGLES UNDER HIGHWAY), 3
 FE1771'FEET BELOW HIGHWAY.
 FE1771
 FE1771                          STATION RECOVERY (2002)
 FE1771
 FE1771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0962 ***********************************************************************
 FE0962  DESIGNATION -  H 264
 FE0962  PID         -  FE0962
 FE0962  STATE/COUNTY-  TN/LAUDERDALE
 FE0962  USGS QUAD   -  FOWLKES (1983)
 FE0962
 FE0962                         *CURRENT SURVEY CONTROL
 FE0962  ___________________________________________________________________
 FE0962* NAD 83(1986)-  35 54 29.     (N)    089 29 11.     (W)     SCALED    
 FE0962* NAVD 88     -       104.106  (meters)     341.55   (feet)  ADJUSTED  
 FE0962  ___________________________________________________________________
 FE0962  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0962  DYNAMIC HT  -         104.017 (meters)     341.26  (feet)  COMP
 FE0962  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 FE0962
 FE0962  VERT ORDER  -  FIRST     CLASS I
 FE0962
 FE0962.The horizontal coordinates were scaled from a topographic map and have
 FE0962.an estimated accuracy of +/- 6 seconds.
 FE0962
 FE0962.The orthometric height was determined by differential leveling
 FE0962.and adjusted by the National Geodetic Survey in June 1991..
 FE0962
 FE0962.The geoid height was determined by GEOID03.
 FE0962
 FE0962.The dynamic height is computed by dividing the NAVD 88
 FE0962.geopotential number by the normal gravity value computed on the
 FE0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0962.degrees latitude (g = 980.6199 gals.).
 FE0962
 FE0962.The modeled gravity was interpolated from observed gravity values.
 FE0962
 FE0962;                    North         East    Units  Estimated Accuracy
 FE0962;SPC TN       -   180,320.      285,370.      MT  (+/- 180 meters Scaled)
 FE0962
 FE0962                          SUPERSEDED SURVEY CONTROL
 FE0962
 FE0962  NGVD 29 (??/??/??)  104.048  (m)          341.36   (f) ADJUSTED    1 1
 FE0962
 FE0962.Superseded values are not recommended for survey control.
 FE0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0962.See file dsdata.txt to determine how the superseded data were derived.
 FE0962
 FE0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE756766(NAD 83)
 FE0962_MARKER: DB = BENCH MARK DISK
 FE0962_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0962_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0962_STAMPING: H 264 1974
 FE0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0962+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0962
 FE0962  HISTORY     - Date     Condition        Report By
 FE0962  HISTORY     - 1974     MONUMENTED       NGS
 FE0962  HISTORY     - 20020804 GOOD             USACE
 FE0962
 FE0962                          STATION DESCRIPTION
 FE0962
 FE0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0962'5.8 MI W FROM HALLS.
 FE0962'ABOUT 5.75 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0962'BAPTIST CHURCH AT HALLS, ALSO ABOUT 0.75 MILE EAST OF A SMALL
 FE0962'COMMUNITY OF PORTER GAP, AT A POWERLINE CROSSING WITH A SPUR LINE
 FE0962'LEADING SOUTH FROM A POWER POLE, ABOUT 0.30 MILE WEST OF THE
 FE0962'JUNCTION OF A PAVED ROAD LEADING NORTH, 33.3 FEET NORTH OF THE
 FE0962'CENTER LINE OF THE HIGHWAY, 3.7 FEET EAST OF A POWER POLE WITH
 FE0962'GUY WIRE, 1.4 FOOT SOUTH OF A FENCE LINE, 2.5 FEET BELOW LEVEL
 FE0962'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE0962'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.3 FOOT
 FE0962'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE0962'0.1 FOOT.
 FE0962
 FE0962                          STATION RECOVERY (2002)
 FE0962
 FE0962'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1147 ***********************************************************************
 GD1147  DESIGNATION -  H 265
 GD1147  PID         -  GD1147
 GD1147  STATE/COUNTY-  TN/LAKE
 GD1147  USGS QUAD   -  RIDGELY (1981)
 GD1147
 GD1147                         *CURRENT SURVEY CONTROL
 GD1147  ___________________________________________________________________
 GD1147* NAD 83(1986)-  36 15 44.     (N)    089 28 42.     (W)     SCALED    
 GD1147* NAVD 88     -        89.105  (meters)     292.34   (feet)  ADJUSTED  
 GD1147  ___________________________________________________________________
 GD1147  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1147  DYNAMIC HT  -          89.032 (meters)     292.10  (feet)  COMP
 GD1147  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GD1147
 GD1147  VERT ORDER  -  FIRST     CLASS I
 GD1147
 GD1147.The horizontal coordinates were scaled from a topographic map and have
 GD1147.an estimated accuracy of +/- 6 seconds.
 GD1147
 GD1147.The orthometric height was determined by differential leveling
 GD1147.and adjusted by the National Geodetic Survey in June 1991..
 GD1147
 GD1147.The geoid height was determined by GEOID03.
 GD1147
 GD1147.The dynamic height is computed by dividing the NAVD 88
 GD1147.geopotential number by the normal gravity value computed on the
 GD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1147.degrees latitude (g = 980.6199 gals.).
 GD1147
 GD1147.The modeled gravity was interpolated from observed gravity values.
 GD1147
 GD1147;                    North         East    Units  Estimated Accuracy
 GD1147;SPC TN       -   219,570.      287,500.      MT  (+/- 180 meters Scaled)
 GD1147
 GD1147                          SUPERSEDED SURVEY CONTROL
 GD1147
 GD1147  NGVD 29 (??/??/??)   89.028  (m)          292.09   (f) ADJUSTED    1 1
 GD1147
 GD1147.Superseded values are not recommended for survey control.
 GD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1147.See file dsdata.txt to determine how the superseded data were derived.
 GD1147
 GD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF773158(NAD 83)
 GD1147_MARKER: DB = BENCH MARK DISK
 GD1147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1147_SP_SET: 48 FEET
 GD1147_STAMPING: H 265 1974
 GD1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1147+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1147
 GD1147  HISTORY     - Date     Condition        Report By
 GD1147  HISTORY     - 1974     MONUMENTED       NGS
 GD1147  HISTORY     - 1976     GOOD             NGS
 GD1147  HISTORY     - 20020802 GOOD             USACE
 GD1147
 GD1147                          STATION DESCRIPTION
 GD1147
 GD1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1147'IN RIDGELY.
 GD1147'AT RIDGELY, IN THE LAWN AND ON THE SOUTH SIDE OF THE LAKE COUNTY
 GD1147'HIGHWAY COMMISSION OFFICE BUILDING, 63.1 FEET WEST OF THE CENTER LINE
 GD1147'OF STATE HIGHWAY 78 (ALSO HEADEN DRIVE), 60.4 FEET NORTH OF THE CENTER
 GD1147'LINE OF POPLAR STREET, 38.5 FEET NORTH-NORTHWEST OF A POWER POLE WITH
 GD1147'TWO TRANSFORMERS AND THREE GUY WIRES, 13.7 FEET EAST-SOUTHEAST OF THE
 GD1147'SOUTHWEST CORNER OF THE HIGHWAY COMMISSION OFFICE BUILDING, 5.8 FEET
 GD1147'SOUTHWEST OF THE SOUTHEAST CORNER OF HIGHWAY COMMISSION OFFICE
 GD1147'BUILDING, 3.3 FEET SOUTH OF THE SOUTH FACE OF THE HIGHWAY COMMISSION
 GD1147'OFFICE BUILDING, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A COPPER
 GD1147'COATED STEEL ROD, 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH
 GD1147'PLASTIC PIPE 0.1 FOOT BELOW GROUND. THE ROD WAS DRIVEN TO A DEPTH OF
 GD1147'48 FEET.
 GD1147
 GD1147                          STATION RECOVERY (1976)
 GD1147
 GD1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1147'RECOVERED IN GOOD CONDITION.
 GD1147
 GD1147                          STATION RECOVERY (2002)
 GD1147
 GD1147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1088 ***********************************************************************
 FD1088  DESIGNATION -  H 27
 FD1088  PID         -  FD1088
 FD1088  STATE/COUNTY-  TN/HUMPHREYS
 FD1088  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1088
 FD1088                         *CURRENT SURVEY CONTROL
 FD1088  ___________________________________________________________________
 FD1088* NAD 83(1986)-  35 54 26.     (N)    087 49 28.     (W)     SCALED    
 FD1088* NAVD 88     -       138.100  (meters)     453.08   (feet)  ADJUSTED  
 FD1088  ___________________________________________________________________
 FD1088  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD1088  DYNAMIC HT  -         137.981 (meters)     452.69  (feet)  COMP
 FD1088  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FD1088
 FD1088  VERT ORDER  -  SECOND    CLASS 0
 FD1088
 FD1088.The horizontal coordinates were scaled from a topographic map and have
 FD1088.an estimated accuracy of +/- 6 seconds.
 FD1088
 FD1088.The orthometric height was determined by differential leveling
 FD1088.and adjusted by the National Geodetic Survey in June 1991..
 FD1088
 FD1088.The geoid height was determined by GEOID03.
 FD1088
 FD1088.The dynamic height is computed by dividing the NAVD 88
 FD1088.geopotential number by the normal gravity value computed on the
 FD1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1088.degrees latitude (g = 980.6199 gals.).
 FD1088
 FD1088.The modeled gravity was interpolated from observed gravity values.
 FD1088
 FD1088;                    North         East    Units  Estimated Accuracy
 FD1088;SPC TN       -   176,160.      435,330.      MT  (+/- 180 meters Scaled)
 FD1088
 FD1088                          SUPERSEDED SURVEY CONTROL
 FD1088
 FD1088  NGVD 29 (??/??/92)  138.134  (m)          453.19   (f) ADJ UNCH    2 0
 FD1088
 FD1088.Superseded values are not recommended for survey control.
 FD1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1088.See file dsdata.txt to determine how the superseded data were derived.
 FD1088
 FD1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE256739(NAD 83)
 FD1088_MARKER: DB = BENCH MARK DISK
 FD1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1088_STAMPING: H 27 1934
 FD1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1088+STABILITY: SURFACE MOTION
 FD1088
 FD1088  HISTORY     - Date     Condition        Report By
 FD1088  HISTORY     - 1934     MONUMENTED       CGS
 FD1088  HISTORY     - 1973     GOOD             TVA
 FD1088
 FD1088                          STATION DESCRIPTION
 FD1088
 FD1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1088'2 MI N FROM BUFFALO.
 FD1088'2.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 FD1088'BUFFALO, HUMPHREYS COUNTY, 60 FEET EAST OF THE CENTERLINE OF
 FD1088'THE HIGHWAY, 50 FEET SOUTHWEST OF A HOUSE, 18 FEET NORTHWEST OF
 FD1088'AN 18-INCH OAK TREE, 15 FEET SOUTHEAST OF A 20-INCH OAK TREE,
 FD1088'AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 FD1088'YARD.  A STANDARD DISK STAMPED H 27 1934 AND SET IN THE TOP
 FD1088'OF A CONCRETE POST.  NOTE-- 44.7 FEET N 20 W FROM 24 INCH RED
 FD1088'OAK 22.7 FEET S 25 E FROM 20 INCH POST OAK USC AND GS POST AND
 FD1088'SIGN SET 1.5 FEET WEST OF MON. OLD HOUSE ABANDONED.
 FD1088
 FD1088                          STATION RECOVERY (1973)
 FD1088
 FD1088'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1334 ***********************************************************************
 GC1334  DESIGNATION -  H 28
 GC1334  PID         -  GC1334
 GC1334  STATE/COUNTY-  TN/CHEATHAM
 GC1334  USGS QUAD   -  WHITE BLUFF (1983)
 GC1334
 GC1334                         *CURRENT SURVEY CONTROL
 GC1334  ___________________________________________________________________
 GC1334* NAD 83(1986)-  36 05 33.     (N)    087 09 34.     (W)     SCALED    
 GC1334* NAVD 88     -       181.786  (meters)     596.41   (feet)  ADJUSTED  
 GC1334  ___________________________________________________________________
 GC1334  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1334  DYNAMIC HT  -         181.631 (meters)     595.90  (feet)  COMP
 GC1334  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 GC1334
 GC1334  VERT ORDER  -  FIRST     CLASS II
 GC1334
 GC1334.The horizontal coordinates were scaled from a topographic map and have
 GC1334.an estimated accuracy of +/- 6 seconds.
 GC1334
 GC1334.The orthometric height was determined by differential leveling
 GC1334.and adjusted by the National Geodetic Survey in June 1991..
 GC1334
 GC1334.The geoid height was determined by GEOID03.
 GC1334
 GC1334.The dynamic height is computed by dividing the NAVD 88
 GC1334.geopotential number by the normal gravity value computed on the
 GC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1334.degrees latitude (g = 980.6199 gals.).
 GC1334
 GC1334.The modeled gravity was interpolated from observed gravity values.
 GC1334
 GC1334;                    North         East    Units  Estimated Accuracy
 GC1334;SPC TN       -   195,800.      495,590.      MT  (+/- 180 meters Scaled)
 GC1334
 GC1334                          SUPERSEDED SURVEY CONTROL
 GC1334
 GC1334  NGVD 29 (??/??/92)  181.805  (m)          596.47   (f) ADJ UNCH    1 2
 GC1334
 GC1334.Superseded values are not recommended for survey control.
 GC1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1334.See file dsdata.txt to determine how the superseded data were derived.
 GC1334
 GC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE856942(NAD 83)
 GC1334_MARKER: DB = BENCH MARK DISK
 GC1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1334_STAMPING: 596.741 H 28 1934
 GC1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1334+STABILITY: SURFACE MOTION
 GC1334
 GC1334  HISTORY     - Date     Condition        Report By
 GC1334  HISTORY     - 1934     MONUMENTED       CGS
 GC1334  HISTORY     - 1948     GOOD             NGS
 GC1334
 GC1334                          STATION DESCRIPTION
 GC1334
 GC1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1334'0.6 MI W FROM CRAGGIE HOPE.
 GC1334'0.65 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1334'RAILWAY FROM THE STATION AND ROAD CROSSING AT CRAGGIE HOPE,
 GC1334'26 1/2 POLES WEST OF MILE POST 26, 5 3/4 RAILS EAST OF A SIGN
 GC1334'MARKED 30, 30 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, ON THE
 GC1334'NORTH SLOPE OF A HILL, 6 RAILS EAST OF THE EAST END OF A LONG
 GC1334'DEEP ROCK CUT, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1334'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1334'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0734 ***********************************************************************
 FD0734  DESIGNATION -  H 29
 FD0734  PID         -  FD0734
 FD0734  STATE/COUNTY-  TN/HICKMAN
 FD0734  USGS QUAD   -  SUNRISE (1979)
 FD0734
 FD0734                         *CURRENT SURVEY CONTROL
 FD0734  ___________________________________________________________________
 FD0734* NAD 83(1986)-  35 39 29.     (N)    087 29 57.     (W)     SCALED    
 FD0734* NAVD 88     -       207.928  (meters)     682.18   (feet)  ADJUSTED  
 FD0734  ___________________________________________________________________
 FD0734  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0734  DYNAMIC HT  -         207.741 (meters)     681.56  (feet)  COMP
 FD0734  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 FD0734
 FD0734  VERT ORDER  -  SECOND    CLASS 0
 FD0734
 FD0734.The horizontal coordinates were scaled from a topographic map and have
 FD0734.an estimated accuracy of +/- 6 seconds.
 FD0734
 FD0734.The orthometric height was determined by differential leveling
 FD0734.and adjusted by the National Geodetic Survey in June 1991..
 FD0734
 FD0734.The geoid height was determined by GEOID03.
 FD0734
 FD0734.The dynamic height is computed by dividing the NAVD 88
 FD0734.geopotential number by the normal gravity value computed on the
 FD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0734.degrees latitude (g = 980.6199 gals.).
 FD0734
 FD0734.The modeled gravity was interpolated from observed gravity values.
 FD0734
 FD0734;                    North         East    Units  Estimated Accuracy
 FD0734;SPC TN       -   148,020.      464,260.      MT  (+/- 180 meters Scaled)
 FD0734
 FD0734                          SUPERSEDED SURVEY CONTROL
 FD0734
 FD0734  NGVD 29 (??/??/92)  207.910  (m)          682.12   (f) ADJ UNCH    2 0
 FD0734
 FD0734.Superseded values are not recommended for survey control.
 FD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0734.See file dsdata.txt to determine how the superseded data were derived.
 FD0734
 FD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE548461(NAD 83)
 FD0734_MARKER: DB = BENCH MARK DISK
 FD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0734_STAMPING: H 29 1934
 FD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0734+STABILITY: SURFACE MOTION
 FD0734
 FD0734  HISTORY     - Date     Condition        Report By
 FD0734  HISTORY     - 1934     MONUMENTED       CGS
 FD0734
 FD0734                          STATION DESCRIPTION
 FD0734
 FD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0734'0.3 MI N FROM AETNA.
 FD0734'0.3 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0734'RAILWAY FROM AETNA, HICKMAN COUNTY, 8-1/4 RAILS SOUTH OF MILEPOST
 FD0734'42, 2-1/2 RAILS SOUTH OF A DERAIL SWITCH, 27 FEET EAST OF THE
 FD0734'CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF TELEPHONE POLE
 FD0734'3334.  A STANDARD DISK STAMPED H 29 1934 AND SET IN THE TOP
 FD0734'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2403 ***********************************************************************
 FB2403  DESIGNATION -  H 292
 FB2403  PID         -  FB2403
 FB2403  STATE/COUNTY-  TN/KNOX
 FB2403  USGS QUAD   -  KNOXVILLE (1978)
 FB2403
 FB2403                         *CURRENT SURVEY CONTROL
 FB2403  ___________________________________________________________________
 FB2403* NAD 83(1986)-  35 52 59.     (N)    083 56 15.     (W)     SCALED    
 FB2403* NAVD 88     -       287.859  (meters)     944.42   (feet)  ADJUSTED  
 FB2403  ___________________________________________________________________
 FB2403  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB2403  DYNAMIC HT  -         287.592 (meters)     943.54  (feet)  COMP
 FB2403  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FB2403
 FB2403  VERT ORDER  -  FIRST     CLASS II
 FB2403
 FB2403.The horizontal coordinates were scaled from a topographic map and have
 FB2403.an estimated accuracy of +/- 6 seconds.
 FB2403
 FB2403.The orthometric height was determined by differential leveling
 FB2403.and adjusted by the National Geodetic Survey in June 1991..
 FB2403
 FB2403.The geoid height was determined by GEOID03.
 FB2403
 FB2403.The dynamic height is computed by dividing the NAVD 88
 FB2403.geopotential number by the normal gravity value computed on the
 FB2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2403.degrees latitude (g = 980.6199 gals.).
 FB2403
 FB2403.The modeled gravity was interpolated from observed gravity values.
 FB2403
 FB2403;                    North         East    Units  Estimated Accuracy
 FB2403;SPC TN       -   173,900.      786,210.      MT  (+/- 180 meters Scaled)
 FB2403
 FB2403                          SUPERSEDED SURVEY CONTROL
 FB2403
 FB2403  NGVD 29 (12/12/91)  287.992  (m)          944.85   (f) ADJUSTED    1 2
 FB2403
 FB2403.Superseded values are not recommended for survey control.
 FB2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2403.See file dsdata.txt to determine how the superseded data were derived.
 FB2403
 FB2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV348749(NAD 83)
 FB2403_MARKER: I = METAL ROD
 FB2403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2403_SP_SET: STAINLESS STEEL ROD
 FB2403_STAMPING: H 292 1983
 FB2403_MARK LOGO: NGS   
 FB2403_PROJECTION: FLUSH
 FB2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2403_ROD/PIPE-DEPTH: 8.5  meters
 FB2403
 FB2403  HISTORY     - Date     Condition        Report By
 FB2403  HISTORY     - 1983     MONUMENTED       NGS
 FB2403
 FB2403                          STATION DESCRIPTION
 FB2403
 FB2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2403'9.0 KM (5.6 MI) SW FROM SOUTH KNOXVILLE.
 FB2403'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2403'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2403'KNOXVILLE, THENCE 7.4 KM (4.6 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2403'(MARYVILLE PIKE) TO THE ENTRANCE TO ARROW HEAD ESTATES AND THE MARK ON
 FB2403'THE LEFT, 16.45 METERS (54.0 FT) EAST OF THE CENTERLINE OF THE
 FB2403'HIGHWAY, 1.98 METERS (6.5 FT) NORTH OF THE NORTH CURB OF THE SOUTH
 FB2403'ENTRANCE ROAD, 0.39 METER (1.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 FB2403'OF THE SOUTH BRICK PILLAR OF THE ARROW HEAD ESTATE SIGN.
 FB2403'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1512 ***********************************************************************
 EE1512  DESIGNATION -  H 293
 EE1512  PID         -  EE1512
 EE1512  STATE/COUNTY-  TN/MARION
 EE1512  USGS QUAD   -  NEW HOME (1982)
 EE1512
 EE1512                         *CURRENT SURVEY CONTROL
 EE1512  ___________________________________________________________________
 EE1512* NAD 83(1986)-  34 59 53.     (N)    085 35 17.     (W)     SCALED    
 EE1512* NAVD 88     -       194.747  (meters)     638.93   (feet)  ADJUSTED  
 EE1512  ___________________________________________________________________
 EE1512  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE1512  DYNAMIC HT  -         194.556 (meters)     638.31  (feet)  COMP
 EE1512  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EE1512
 EE1512  VERT ORDER  -  FIRST     CLASS II
 EE1512
 EE1512.The horizontal coordinates were scaled from a topographic map and have
 EE1512.an estimated accuracy of +/- 6 seconds.
 EE1512
 EE1512.The orthometric height was determined by differential leveling
 EE1512.and adjusted by the National Geodetic Survey in June 1991..
 EE1512
 EE1512.The geoid height was determined by GEOID03.
 EE1512
 EE1512.The dynamic height is computed by dividing the NAVD 88
 EE1512.geopotential number by the normal gravity value computed on the
 EE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1512.degrees latitude (g = 980.6199 gals.).
 EE1512
 EE1512.The modeled gravity was interpolated from observed gravity values.
 EE1512
 EE1512;                    North         East    Units  Estimated Accuracy
 EE1512;SPC TN       -    73,830.      637,610.      MT  (+/- 180 meters Scaled)
 EE1512
 EE1512                          SUPERSEDED SURVEY CONTROL
 EE1512
 EE1512.No superseded survey control is available for this station.
 EE1512
 EE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD288737(NAD 83)
 EE1512_MARKER: I = METAL ROD
 EE1512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1512_SP_SET: STAINLESS STEEL ROD
 EE1512_STAMPING: H 293 1983
 EE1512_MARK LOGO: NGS   
 EE1512_PROJECTION: FLUSH
 EE1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1512_ROD/PIPE-DEPTH: 9.8  meters
 EE1512
 EE1512  HISTORY     - Date     Condition        Report By
 EE1512  HISTORY     - 1983     MONUMENTED       NGS
 EE1512
 EE1512                          STATION DESCRIPTION
 EE1512
 EE1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1512'7.0 KM (4.35 MI) SW FROM HALETOWN.
 EE1512'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAYS 41, 64, AND 72 FROM
 EE1512'THE POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM
 EE1512'(0.45 MI) SOUTHERLY ALONG STATE HIGHWAYS 156 AND 134, THENCE 5.9 KM
 EE1512'(3.65 MI) WESTERLY ALONG STATE HIGHWAY 156, 7.40 METERS (24.3 FT)
 EE1512'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.70 METERS
 EE1512'(28.5 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACKS
 EE1512'(SLOPE DISTANCE), AND 3.0 METERS (9.8 FT) SOUTH-SOUTHWEST OF A
 EE1512'POWERLINE POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1512'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 EE1512'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1646 ***********************************************************************
 FC1646  DESIGNATION -  H 294
 FC1646  PID         -  FC1646
 FC1646  STATE/COUNTY-  TN/BRADLEY
 FC1646  USGS QUAD   -  OOLTEWAH (1976)
 FC1646
 FC1646                         *CURRENT SURVEY CONTROL
 FC1646  ___________________________________________________________________
 FC1646* NAD 83(1986)-  35 06 25.     (N)    085 00 06.     (W)     SCALED    
 FC1646* NAVD 88     -       267.806  (meters)     878.63   (feet)  ADJUSTED  
 FC1646  ___________________________________________________________________
 FC1646  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC1646  DYNAMIC HT  -         267.539 (meters)     877.75  (feet)  COMP
 FC1646  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 FC1646
 FC1646  VERT ORDER  -  FIRST     CLASS II
 FC1646
 FC1646.The horizontal coordinates were scaled from a topographic map and have
 FC1646.an estimated accuracy of +/- 6 seconds.
 FC1646
 FC1646.The orthometric height was determined by differential leveling
 FC1646.and adjusted by the National Geodetic Survey in June 1991..
 FC1646
 FC1646.The geoid height was determined by GEOID03.
 FC1646
 FC1646.The dynamic height is computed by dividing the NAVD 88
 FC1646.geopotential number by the normal gravity value computed on the
 FC1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1646.degrees latitude (g = 980.6199 gals.).
 FC1646
 FC1646.The modeled gravity was interpolated from observed gravity values.
 FC1646
 FC1646;                    North         East    Units  Estimated Accuracy
 FC1646;SPC TN       -    86,300.      691,020.      MT  (+/- 180 meters Scaled)
 FC1646
 FC1646                          SUPERSEDED SURVEY CONTROL
 FC1646
 FC1646.No superseded survey control is available for this station.
 FC1646
 FC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD821867(NAD 83)
 FC1646_MARKER: I = METAL ROD
 FC1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1646_SP_SET: STAINLESS STEEL ROD
 FC1646_STAMPING: H 294 1983
 FC1646_MARK LOGO: NGS   
 FC1646_PROJECTION: FLUSH
 FC1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1646_ROD/PIPE-DEPTH: 4.3  meters
 FC1646
 FC1646  HISTORY     - Date     Condition        Report By
 FC1646  HISTORY     - 1983     MONUMENTED       NGS
 FC1646
 FC1646                          STATION DESCRIPTION
 FC1646
 FC1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1646'1.6 KM (1.0 MI) WEST FROM MCDONALD.
 FC1646'1.6 KM (1.0 MI) WESTERLY ALONG U.S. HIGHWAY 64 AND 11 (SOUTH LEE
 FC1646'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET AT THE SOUTHWEST ANGLE
 FC1646'OF A HIGHWAY TURNOUT, 27.34 METERS (89.7 FT) SOUTH OF THE CENTERLINE
 FC1646'OF THE HIGHWAY, 22.68 METERS (74.4 FT) EAST OF THE CENTER OF A PAVED
 FC1646'ROAD LEADING SOUTH, AND 19.20 METERS (63.0 FT) NORTH OF THE NORTH RAIL
 FC1646'OF RAILROAD TRACKS.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1646'THE MARK IS 0.8 METERS  ENE FROM A WITNESS POST.
 FC1646'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1602 ***********************************************************************
 FC1602  DESIGNATION -  H 295
 FC1602  PID         -  FC1602
 FC1602  STATE/COUNTY-  TN/BLOUNT
 FC1602  USGS QUAD   -  TALLASSEE (1985)
 FC1602
 FC1602                         *CURRENT SURVEY CONTROL
 FC1602  ___________________________________________________________________
 FC1602* NAD 83(1986)-  35 33 28.     (N)    084 05 21.     (W)     SCALED    
 FC1602* NAVD 88     -       260.475  (meters)     854.58   (feet)  ADJUSTED  
 FC1602  ___________________________________________________________________
 FC1602  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1602  DYNAMIC HT  -         260.226 (meters)     853.76  (feet)  COMP
 FC1602  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC1602
 FC1602  VERT ORDER  -  FIRST     CLASS II
 FC1602
 FC1602.The horizontal coordinates were scaled from a topographic map and have
 FC1602.an estimated accuracy of +/- 6 seconds.
 FC1602
 FC1602.The orthometric height was determined by differential leveling
 FC1602.and adjusted by the National Geodetic Survey in June 1991..
 FC1602
 FC1602.The geoid height was determined by GEOID03.
 FC1602
 FC1602.The dynamic height is computed by dividing the NAVD 88
 FC1602.geopotential number by the normal gravity value computed on the
 FC1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1602.degrees latitude (g = 980.6199 gals.).
 FC1602
 FC1602.The modeled gravity was interpolated from observed gravity values.
 FC1602
 FC1602;                    North         East    Units  Estimated Accuracy
 FC1602;SPC TN       -   137,540.      773,230.      MT  (+/- 180 meters Scaled)
 FC1602
 FC1602                          SUPERSEDED SURVEY CONTROL
 FC1602
 FC1602  NGVD 29 (12/12/91)  260.589  (m)          854.95   (f) ADJUSTED    1 2
 FC1602
 FC1602.Superseded values are not recommended for survey control.
 FC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1602.See file dsdata.txt to determine how the superseded data were derived.
 FC1602
 FC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE638388(NAD 83)
 FC1602_MARKER: DB = BENCH MARK DISK
 FC1602_SETTING: 66 = SET IN ROCK OUTCROP
 FC1602_SP_SET: ROCK OUTCROP
 FC1602_STAMPING: H 295 1983
 FC1602_MARK LOGO: NGS   
 FC1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1602+STABILITY: POSITION/ELEVATION WELL
 FC1602
 FC1602  HISTORY     - Date     Condition        Report By
 FC1602  HISTORY     - 1983     MONUMENTED       NGS
 FC1602
 FC1602                          STATION DESCRIPTION
 FC1602
 FC1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1602'3.6 KM (2.25 MI) NW FROM TALLASSEE.
 FC1602'3.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1602'IN TALLASSEE TO THE MARK ON THE LEFT, 5.24 METERS (17.2 FT) WEST OF
 FC1602'THE CENTERLINE OF THE HIGHWAY, 15.91 METERS (52.2 FT) NORTHWEST AND
 FC1602'ACROSS THE HIGHWAY FROM UTILITY POLE 120 WITH 2 GUY WIRES.
 FC1602'THE MARK IS 1.04 METERS  SE FROM A WITNESS POST.
 FC1602'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2119 ***********************************************************************
 FE2119  DESIGNATION -  H 297
 FE2119  PID         -  FE2119
 FE2119  STATE/COUNTY-  TN/MCNAIRY
 FE2119  USGS QUAD   -  GUYS (1983)
 FE2119
 FE2119                         *CURRENT SURVEY CONTROL
 FE2119  ___________________________________________________________________
 FE2119* NAD 83(1986)-  35 04 22.     (N)    088 34 20.     (W)     SCALED    
 FE2119* NAVD 88     -       145.034  (meters)     475.83   (feet)  ADJUSTED  
 FE2119  ___________________________________________________________________
 FE2119  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE2119  DYNAMIC HT  -         144.897 (meters)     475.38  (feet)  COMP
 FE2119  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FE2119
 FE2119  VERT ORDER  -  FIRST     CLASS II
 FE2119
 FE2119.The horizontal coordinates were scaled from a topographic map and have
 FE2119.an estimated accuracy of +/- 6 seconds.
 FE2119
 FE2119.The orthometric height was determined by differential leveling
 FE2119.and adjusted by the National Geodetic Survey in June 1991..
 FE2119
 FE2119.The geoid height was determined by GEOID03.
 FE2119
 FE2119.The dynamic height is computed by dividing the NAVD 88
 FE2119.geopotential number by the normal gravity value computed on the
 FE2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2119.degrees latitude (g = 980.6199 gals.).
 FE2119
 FE2119.The modeled gravity was interpolated from observed gravity values.
 FE2119
 FE2119;                    North         East    Units  Estimated Accuracy
 FE2119;SPC TN       -    85,130.      365,410.      MT  (+/- 180 meters Scaled)
 FE2119
 FE2119                          SUPERSEDED SURVEY CONTROL
 FE2119
 FE2119.No superseded survey control is available for this station.
 FE2119
 FE2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD566822(NAD 83)
 FE2119_MARKER: I = METAL ROD
 FE2119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2119_SP_SET: STAINLESS STEEL ROD
 FE2119_STAMPING: H 297 1983
 FE2119_MARK LOGO: NGS   
 FE2119_PROJECTION: FLUSH
 FE2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2119+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2119_ROD/PIPE-DEPTH: 9.75 meters
 FE2119
 FE2119  HISTORY     - Date     Condition        Report By
 FE2119  HISTORY     - 1983     MONUMENTED       NGS
 FE2119  HISTORY     - 20020918 GOOD             USACE
 FE2119
 FE2119                          STATION DESCRIPTION
 FE2119
 FE2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2119'4.5 KM (2.8 MI) EAST FROM RAMER.
 FE2119'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2119'RAMER, TO THE MARK ON THE RIGHT, 12.44 METERS (40.8 FT) SOUTH OF THE
 FE2119'CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) WEST OF THE
 FE2119'APPROXIMATE CENTER OF A DRIVEWAY TO A HOUSE, 0.46 METER (1.5 FT) EAST
 FE2119'OF A FENCE LINE, AND 0.46 METER (1.5 FT) SOUTHEAST OF THE CORNER
 FE2119'FENCE POST.
 FE2119'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2119'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FE2119
 FE2119                          STATION RECOVERY (2002)
 FE2119
 FE2119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2119'MARK IS LOCATED AT NW CORNER OF PROPERTY AT 1538 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2146 ***********************************************************************
 FE2146  DESIGNATION -  H 298
 FE2146  PID         -  FE2146
 FE2146  STATE/COUNTY-  TN/HARDEMAN
 FE2146  USGS QUAD   -  MIDDLETON (1980)
 FE2146
 FE2146                         *CURRENT SURVEY CONTROL
 FE2146  ___________________________________________________________________
 FE2146* NAD 83(1986)-  35 02 39.     (N)    088 59 39.     (W)     SCALED    
 FE2146* NAVD 88     -       169.818  (meters)     557.14   (feet)  ADJUSTED  
 FE2146  ___________________________________________________________________
 FE2146  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2146  DYNAMIC HT  -         169.657 (meters)     556.62  (feet)  COMP
 FE2146  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FE2146
 FE2146  VERT ORDER  -  FIRST     CLASS II
 FE2146
 FE2146.The horizontal coordinates were scaled from a topographic map and have
 FE2146.an estimated accuracy of +/- 6 seconds.
 FE2146
 FE2146.The orthometric height was determined by differential leveling
 FE2146.and adjusted by the National Geodetic Survey in June 1991..
 FE2146
 FE2146.The geoid height was determined by GEOID03.
 FE2146
 FE2146.The dynamic height is computed by dividing the NAVD 88
 FE2146.geopotential number by the normal gravity value computed on the
 FE2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2146.degrees latitude (g = 980.6199 gals.).
 FE2146
 FE2146.The modeled gravity was interpolated from observed gravity values.
 FE2146
 FE2146;                    North         East    Units  Estimated Accuracy
 FE2146;SPC TN       -    83,050.      326,850.      MT  (+/- 180 meters Scaled)
 FE2146
 FE2146                          SUPERSEDED SURVEY CONTROL
 FE2146
 FE2146.No superseded survey control is available for this station.
 FE2146
 FE2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD181797(NAD 83)
 FE2146_MARKER: I = METAL ROD
 FE2146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2146_SP_SET: STAINLESS STEEL ROD
 FE2146_STAMPING: H 298 1983
 FE2146_MARK LOGO: NGS   
 FE2146_PROJECTION: FLUSH
 FE2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2146+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2146_ROD/PIPE-DEPTH: 4.88 meters
 FE2146
 FE2146  HISTORY     - Date     Condition        Report By
 FE2146  HISTORY     - 1983     MONUMENTED       NGS
 FE2146  HISTORY     - 20020410 GOOD             USACE
 FE2146
 FE2146                          STATION DESCRIPTION
 FE2146
 FE2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2146'13.3 KM (8.3 MI) WEST FROM MIDDLETON.
 FE2146'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2146'SOUTHERN RAILROAD IN MIDDLETON, THENCE 10.9 KM (6.8 MI) WEST ALONG
 FE2146'STATE HIGHWAY 57 TO THE MARK ON THE RIGHT, ALSO 9.4 KM (5.85 MI) EAST
 FE2146'ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN SAULSBURY TO THE MARK
 FE2146'ON THE LEFT, 12.92 METERS (42.4 FT) NORTH OF THE CENTERLINE OF THE
 FE2146'HIGHWAY, 17.83 METERS (58.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2146'ONE LEVEL BRICK HOUSE, 8.56 METERS (28.1 FT) EAST-NORTHEAST OF A
 FE2146'GAS METER, 3.72 METERS (12.2 FT) WEST OF THE APPROXIMATE CENTER OF THE
 FE2146'DRIVE LEADING TO THE HOUSE, AND 0.61 METER (2.0 FT) WEST OF A ROW OF
 FE2146'SHRUBS.
 FE2146'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2146'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2146
 FE2146                          STATION RECOVERY (2002)
 FE2146
 FE2146'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5282 ***********************************************************************
 DG5282  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5282  DESIGNATION -  H 298X
 DG5282  PID         -  DG5282
 DG5282  STATE/COUNTY-  TN/HARDEMAN
 DG5282  USGS QUAD   -  MIDDLETON (1980)
 DG5282
 DG5282                         *CURRENT SURVEY CONTROL
 DG5282  ___________________________________________________________________
 DG5282* NAD 83(1995)-  35 02 38.60234(N)    088 59 37.19692(W)     ADJUSTED  
 DG5282* NAVD 88     -       169.00   (meters)     554.5    (feet)  GPS OBS   
 DG5282  ___________________________________________________________________
 DG5282  X           -      91,814.449 (meters)                     COMP
 DG5282  Y           -  -5,226,931.124 (meters)                     COMP
 DG5282  Z           -   3,641,950.617 (meters)                     COMP
 DG5282  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DG5282  ELLIP HEIGHT-         141.18  (meters)          (04/05/04) GPS OBS
 DG5282  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG5282
 DG5282  HORZ ORDER  -  B
 DG5282  ELLP ORDER  -  FOURTH    CLASS I
 DG5282
 DG5282.The horizontal coordinates were established by GPS observations
 DG5282.and adjusted by the National Geodetic Survey in April 2004..
 DG5282
 DG5282.The orthometric height was determined by GPS observations and a
 DG5282.high-resolution geoid model using precise GPS observation and
 DG5282.processing techniques. It supersedes the leveled height previously
 DG5282.determined for this station.
 DG5282
 DG5282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5282
 DG5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5282
 DG5282.The ellipsoidal height was determined by GPS observations
 DG5282.and is referenced to NAD 83.
 DG5282
 DG5282.The geoid height was determined by GEOID03.
 DG5282
 DG5282;                    North         East     Units Scale Factor Converg.
 DG5282;SPC TN       -    83,033.367   326,891.211   MT  1.00004272   -1 45 09.4
 DG5282;SPC TN       -   272,418.64  1,072,475.58   sFT  1.00004272   -1 45 09.4
 DG5282;UTM  16      - 3,879,745.775   318,159.656   MT  1.00000753   -1 08 42.3
 DG5282
 DG5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5282!SPC TN       -   0.99997784  x   1.00004272  =   1.00002056
 DG5282!UTM  16      -   0.99997784  x   1.00000753  =   0.99998537
 DG5282
 DG5282                          SUPERSEDED SURVEY CONTROL
 DG5282
 DG5282  NAVD 88 (04/05/04)  168.98   (m)          554.4    (f) LEVELING    3  
 DG5282
 DG5282.Superseded values are not recommended for survey control.
 DG5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5282.See file dsdata.txt to determine how the superseded data were derived.
 DG5282
 DG5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1816079746(NAD 83)
 DG5282_MARKER: F = FLANGE-ENCASED ROD
 DG5282_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5282+WITH SETTING: INFORMATION.
 DG5282_STAMPING: H 298X 2002
 DG5282_MARK LOGO: USACE 
 DG5282_PROJECTION: RECESSED 8 CENTIMETERS
 DG5282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5282+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 DG5282_ROD/PIPE-DEPTH:  2.1 meters
 DG5282
 DG5282  HISTORY     - Date     Condition        Report By
 DG5282  HISTORY     - 20020615 MONUMENTED       EMCINC
 DG5282
 DG5282                          STATION DESCRIPTION
 DG5282
 DG5282'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5282'THE MARK IS LOCATED 9.7 KILOMETERS (6.0 MILES) WEST, SOUTHWEST OF
 DG5282'MIDDLETON, TENNESSEE AND 12.6 KILOMETERS (7.8 MILES) NORTHWEST OF
 DG5282'WALNUT, MISSISSIPPI.TO REACH THE MARK FROM THE INTERSECTION OF STATE
 DG5282'ROAD 125 AND STATE ROAD 57 APPROXIMATELY 2.4 KILOMETERS (1.5 MILES)
 DG5282'SOUTH OF MIDDLETON, TENNESSEE GO WEST 9.35 KILOMETERS (5.8 MILES) ON
 DG5282'STATE ROAD 57 TO THE MARK ON THE LEFT, ON THE SOUTH SHOULDER OF STATE
 DG5282'ROAD 57 AND THE WEST EDGE OF A PIPELINE RIGHT-OF-WAY.THE MARK IS 5.5
 DG5282'METERS (18.0 FEET) SOUTH OF THE CENTER OF STATE ROAD 57, 13.7 METERS
 DG5282'(45.0 FEET) WEST OF THE CENTER OF A CRUDE OIL PIPE LINE, 41.7 METERS
 DG5282'(136.8 FEET) SOUTHEAST OF BENCHMARK H 298 AND 6.0 METERS (19.7 FEET)
 DG5282'NORTH OF A CARSONITE WITNESS POST.THE MARK IS A MEMPHIS DISTRICT CORPS
 DG5282'OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1 METERS
 DG5282'(0.3 FEET) BELOW GROUND.
 DG5282' 
 DG5282'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2172 ***********************************************************************
 FE2172  DESIGNATION -  H 299
 FE2172  PID         -  FE2172
 FE2172  STATE/COUNTY-  TN/FAYETTE
 FE2172  USGS QUAD   -  MOSCOW (1965)
 FE2172
 FE2172                         *CURRENT SURVEY CONTROL
 FE2172  ___________________________________________________________________
 FE2172* NAD 83(1986)-  35 02 39.     (N)    089 28 45.     (W)     SCALED    
 FE2172* NAVD 88     -       105.288  (meters)     345.43   (feet)  ADJUSTED  
 FE2172  ___________________________________________________________________
 FE2172  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2172  DYNAMIC HT  -         105.188 (meters)     345.10  (feet)  COMP
 FE2172  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FE2172
 FE2172  VERT ORDER  -  FIRST     CLASS II
 FE2172
 FE2172.The horizontal coordinates were scaled from a topographic map and have
 FE2172.an estimated accuracy of +/- 6 seconds.
 FE2172
 FE2172.The orthometric height was determined by differential leveling
 FE2172.and adjusted by the National Geodetic Survey in June 1991..
 FE2172
 FE2172.The geoid height was determined by GEOID03.
 FE2172
 FE2172.The dynamic height is computed by dividing the NAVD 88
 FE2172.geopotential number by the normal gravity value computed on the
 FE2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2172.degrees latitude (g = 980.6199 gals.).
 FE2172
 FE2172.The modeled gravity was interpolated from observed gravity values.
 FE2172
 FE2172;                    North         East    Units  Estimated Accuracy
 FE2172;SPC TN       -    84,510.      282,620.      MT  (+/- 180 meters Scaled)
 FE2172
 FE2172                          SUPERSEDED SURVEY CONTROL
 FE2172
 FE2172.No superseded survey control is available for this station.
 FE2172
 FE2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD738807(NAD 83)
 FE2172_MARKER: I = METAL ROD
 FE2172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2172_SP_SET: STAINLESS STEEL ROD
 FE2172_STAMPING: H 299 1983
 FE2172_MARK LOGO: NGS   
 FE2172_PROJECTION: FLUSH
 FE2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2172+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2172_ROD/PIPE-DEPTH: 9.75 meters
 FE2172
 FE2172  HISTORY     - Date     Condition        Report By
 FE2172  HISTORY     - 1983     MONUMENTED       NGS
 FE2172  HISTORY     - 20020410 GOOD             USACE
 FE2172  HISTORY     - 20060506 GOOD             GEOCAC
 FE2172
 FE2172                          STATION DESCRIPTION
 FE2172
 FE2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2172'8.1 KM (5.05 MI) WEST FROM MOSCOW.
 FE2172'8.1 KM (5.05 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2172'STATE HIGHWAY 76 IN MOSCOW TO THE MARK ON THE LEFT, ALSO, 0.6 KM
 FE2172'(0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN ROSSVILLE,
 FE2172'THENCE 6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 57 TO THE MARK ON THE
 FE2172'RIGHT, 11.19 METERS (36.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2172'58.64 METERS (192.4 FT) NORTH OF THE NORTHEAST CORNER OF A SMALL
 FE2172'WOODEN HOUSE, 33.89 METERS (111.2 FT) NORTH OF A POWERLINE POLE,
 FE2172'6.95 METERS (22.8 FT) EAST OF THE APPROXIMATE CENTER OF A PRIVATE
 FE2172'DRIVE TO THE HOUSE, 4.78 METERS (15.7 FT) EAST OF A 24-INCH DIAMETER
 FE2172'CONCRETE CULVERT UNDER THE DRIVEWAY, AND 1.07 METERS (3.5 FT) WEST OF
 FE2172'A POWERLINE POLE WITH ONE GUY WIRE AND A TRANSFORMER ATTACHED.
 FE2172'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2172'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2172
 FE2172                          STATION RECOVERY (2002)
 FE2172
 FE2172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2172'RECOVERED IN GOOD CONDITION.
 FE2172
 FE2172                          STATION RECOVERY (2006)
 FE2172
 FE2172'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2172'DRIVEWAY LEADS TO HOUSE NUMBER 9460, RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5284 ***********************************************************************
 DG5284  DESIGNATION -  H 299X
 DG5284  PID         -  DG5284
 DG5284  STATE/COUNTY-  TN/FAYETTE
 DG5284  USGS QUAD   -  MOSCOW (1965)
 DG5284
 DG5284                         *CURRENT SURVEY CONTROL
 DG5284  ___________________________________________________________________
 DG5284* NAD 83(1995)-  35 02 40.29630(N)    089 28 45.43926(W)     ADJUSTED  
 DG5284* NAVD 88     -       104.98   (meters)     344.4    (feet)  LEVELING  
 DG5284  ___________________________________________________________________
 DG5284  X           -      47,508.940 (meters)                     COMP
 DG5284  Y           -  -5,227,439.292 (meters)                     COMP
 DG5284  Z           -   3,641,956.676 (meters)                     COMP
 DG5284  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DG5284  ELLIP HEIGHT-          77.30  (meters)          (04/05/04) GPS OBS
 DG5284  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG5284
 DG5284  HORZ ORDER  -  B
 DG5284  VERT ORDER  -  THIRD ?
 DG5284  ELLP ORDER  -  FOURTH    CLASS I
 DG5284
 DG5284.The horizontal coordinates were established by GPS observations
 DG5284.and adjusted by the National Geodetic Survey in April 2004..
 DG5284
 DG5284.The orthometric height was determined by differential leveling.
 DG5284.The vertical network tie was performed by a horz. field party for horz.
 DG5284.obs reductions. Reset procedures were used to establish the elevation.
 DG5284
 DG5284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5284
 DG5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5284
 DG5284.The ellipsoidal height was determined by GPS observations
 DG5284.and is referenced to NAD 83.
 DG5284
 DG5284.The geoid height was determined by GEOID03.
 DG5284
 DG5284;                    North         East     Units Scale Factor Converg.
 DG5284;SPC TN       -    84,550.587   282,607.596   MT  1.00004261   -2 02 12.9
 DG5284;SPC TN       -   277,396.38    927,188.42   sFT  1.00004261   -2 02 12.9
 DG5284;UTM  16      - 3,880,791.448   273,859.196   MT  1.00023031   -1 25 27.3
 DG5284
 DG5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5284!SPC TN       -   0.99998787  x   1.00004261  =   1.00003048
 DG5284!UTM  16      -   0.99998787  x   1.00023031  =   1.00021817
 DG5284
 DG5284                          SUPERSEDED SURVEY CONTROL
 DG5284
 DG5284.No superseded survey control is available for this station.
 DG5284
 DG5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7385980791(NAD 83)
 DG5284_MARKER: F = FLANGE-ENCASED ROD
 DG5284_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5284+WITH SETTING: INFORMATION.
 DG5284_STAMPING: H 299X 2002
 DG5284_MARK LOGO: USACE 
 DG5284_PROJECTION: RECESSED 15 CENTIMETERS
 DG5284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5284+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 DG5284_ROD/PIPE-DEPTH:  2.1 meters
 DG5284
 DG5284  HISTORY     - Date     Condition        Report By
 DG5284  HISTORY     - 20020616 MONUMENTED       EMCINC
 DG5284  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 DG5284
 DG5284                          STATION DESCRIPTION
 DG5284
 DG5284'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5284'THE MARK IS LOCATED 6.0 KILOMETERS (3.7 MILES) EAST OF ROSSVILLE,
 DG5284'TENNESSEE AND 8.1 KILOMETERS (5.0 MILES) WEST OF MOSCOW, TENNESSEE.TO
 DG5284'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 194 AND STATE ROAD
 DG5284'57 IN ROSSVILLE, TENNESSEE GO EAST ON STATE ROAD 194 6.0 KILOMETERS
 DG5284'(3.7 MILES) TO THE MARK ON THE LEFT, ON THE NORTH SHOULDER OF STATE
 DG5284'ROAD 57.THE MARK IS 9.0 METERS (29.5 FEET) NORTH OF THE CENTER OF
 DG5284'STATE ROAD 57, 53.1 METERS (174.3 FEET) EAST, NORTHEAST OF THE
 DG5284'NORTHEAST CORNER OF A CONCRETE BRIDGE ON STATE ROAD 57, 69.5 METERS
 DG5284'(228.0 FEET) WEST, NORTHWEST OF A BENCHMARK H 299 AND 1.0 METER (3.3
 DG5284'FEET) NORTH OF A CARSONITE WITNESS POST SET AT THE WEST END OF A STEEL
 DG5284'GUARD RAIL.THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM
 DG5284'CAP SET ON AN ALUMINUM ROD, RECESSED 0.15 METERS (0.5 FEET) BELOW
 DG5284'GROUND.
 DG5284' 
 DG5284'
 DG5284
 DG5284                          STATION RECOVERY (2006)
 DG5284
 DG5284'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 DG5284'WITNESS POST FOUND AT THE LOCATION DESCRIBED.  ATTEMPTED TO DIG FOR
 DG5284'MARK, BUT DID NOT FIND IT.  LOCAL RESIDENT STATED THAT DURING BRIDGE
 DG5284'RECONSTRUCTION THEY ADDED GRAVEL TO THAT LOCATION, MARK MAY WELL BE
 DG5284'MUCH DEEPER AT THIS TIME.  DIGGING IS EXTREMELY DIFFICULT, WE PROBABLY
 DG5284'DID NOT GET DEEP ENOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0284 ***********************************************************************
 FD0284  DESIGNATION -  H 30
 FD0284  PID         -  FD0284
 FD0284  STATE/COUNTY-  TN/MAURY
 FD0284  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0284
 FD0284                         *CURRENT SURVEY CONTROL
 FD0284  ___________________________________________________________________
 FD0284* NAD 83(1986)-  35 28 55.     (N)    086 59 02.     (W)     SCALED    
 FD0284* NAVD 88     -       218.000  (meters)     715.22   (feet)  ADJUSTED  
 FD0284  ___________________________________________________________________
 FD0284  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0284  DYNAMIC HT  -         217.802 (meters)     714.57  (feet)  COMP
 FD0284  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 FD0284
 FD0284  VERT ORDER  -  SECOND    CLASS 0
 FD0284
 FD0284.The horizontal coordinates were scaled from a topographic map and have
 FD0284.an estimated accuracy of +/- 6 seconds.
 FD0284
 FD0284.The orthometric height was determined by differential leveling
 FD0284.and adjusted by the National Geodetic Survey in June 1991..
 FD0284
 FD0284.The geoid height was determined by GEOID03.
 FD0284
 FD0284.The dynamic height is computed by dividing the NAVD 88
 FD0284.geopotential number by the normal gravity value computed on the
 FD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0284.degrees latitude (g = 980.6199 gals.).
 FD0284
 FD0284.The modeled gravity was interpolated from observed gravity values.
 FD0284
 FD0284;                    North         East    Units  Estimated Accuracy
 FD0284;SPC TN       -   127,890.      510,720.      MT  (+/- 180 meters Scaled)
 FD0284
 FD0284                          SUPERSEDED SURVEY CONTROL
 FD0284
 FD0284  NGVD 29 (??/??/92)  217.971  (m)          715.13   (f) ADJ UNCH    2 0
 FD0284
 FD0284.Superseded values are not recommended for survey control.
 FD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0284.See file dsdata.txt to determine how the superseded data were derived.
 FD0284
 FD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE014264(NAD 83)
 FD0284_MARKER: DB = BENCH MARK DISK
 FD0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0284_STAMPING: H 30 1934
 FD0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0284+STABILITY: SURFACE MOTION
 FD0284
 FD0284  HISTORY     - Date     Condition        Report By
 FD0284  HISTORY     - 1934     MONUMENTED       CGS
 FD0284
 FD0284                          STATION DESCRIPTION
 FD0284
 FD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0284'AT CULLEOKA.
 FD0284'AT CULLEOKA, MAURY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0284'RAILROAD, 0.4 MILE SOUTH OF THE STATION AT PLEASANT GROVE, AT
 FD0284'MILEAGE L 242.3, 50 FEET SOUTHEAST OF AN OLD BRICK STORE BUILDING,
 FD0284'18 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET WEST OF
 FD0284'TELEPHONE POLE 4, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK,
 FD0284'STAMPED H 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2211 ***********************************************************************
 FE2211  DESIGNATION -  H 300
 FE2211  PID         -  FE2211
 FE2211  STATE/COUNTY-  TN/SHELBY
 FE2211  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2211
 FE2211                         *CURRENT SURVEY CONTROL
 FE2211  ___________________________________________________________________
 FE2211* NAD 83(1986)-  35 06 26.     (N)    089 55 04.     (W)     SCALED    
 FE2211* NAVD 88     -        96.082  (meters)     315.23   (feet)  ADJUSTED  
 FE2211  ___________________________________________________________________
 FE2211  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2211  DYNAMIC HT  -          95.994 (meters)     314.94  (feet)  COMP
 FE2211  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE2211
 FE2211  VERT ORDER  -  FIRST     CLASS II
 FE2211
 FE2211.The horizontal coordinates were scaled from a topographic map and have
 FE2211.an estimated accuracy of +/- 6 seconds.
 FE2211
 FE2211.The orthometric height was determined by differential leveling
 FE2211.and adjusted by the National Geodetic Survey in June 1991..
 FE2211
 FE2211.The geoid height was determined by GEOID03.
 FE2211
 FE2211.The dynamic height is computed by dividing the NAVD 88
 FE2211.geopotential number by the normal gravity value computed on the
 FE2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2211.degrees latitude (g = 980.6199 gals.).
 FE2211
 FE2211.The modeled gravity was interpolated from observed gravity values.
 FE2211
 FE2211;                    North         East    Units  Estimated Accuracy
 FE2211;SPC TN       -    93,010.      242,910.      MT  (+/- 180 meters Scaled)
 FE2211
 FE2211                          SUPERSEDED SURVEY CONTROL
 FE2211
 FE2211.No superseded survey control is available for this station.
 FE2211
 FE2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD340888(NAD 83)
 FE2211_MARKER: I = METAL ROD
 FE2211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2211_STAMPING: H 300 1983
 FE2211_MARK LOGO: NGS   
 FE2211_PROJECTION: RECESSED 3 CENTIMETERS
 FE2211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2211+STABILITY: POSITION/ELEVATION WELL
 FE2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2211+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2211_ROD/PIPE-DEPTH: 17.1 meters
 FE2211_SLEEVE-DEPTH  : 6.07 meters
 FE2211
 FE2211  HISTORY     - Date     Condition        Report By
 FE2211  HISTORY     - 1983     MONUMENTED       NGS
 FE2211  HISTORY     - 19940913 GOOD             TN1620
 FE2211  HISTORY     - 20021016 GOOD             USACE
 FE2211
 FE2211                          STATION DESCRIPTION
 FE2211
 FE2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2211'IN MEMPHIS.
 FE2211'IN MEMPHIS, 4.5 KM (2.8 MI) WEST ALONG PARK AVENUE FROM THE WHITE
 FE2211'STATION POST OFFICE TO THE JUNCTION OF CHERRY ROAD TO THE MARK SET IN
 FE2211'AUDUBON PARK, AT THE SOUTHWEST CORNER OF THE PARK BY A CHAIN LINK
 FE2211'FENCE AN A SIGN WHICH READS AUDUBON PARK MEMPHIS BOTANIC GARDEN,
 FE2211'GOLDSMITH CIVIC GARDEN CENTER NORTHEAST AND ACROSS PARK AVENUE FROM
 FE2211'THE ENTRANCE TO THE DIXON GALLERY AND GARDENS, 5.18 METERS (17.0 FT)
 FE2211'NORTH OF THE NORTH CURB OF THE AVENUE, 30.48 METERS (100.0 FT) EAST OF
 FE2211'THE CENTERLINE OF CHERRY STREET, 4.11 METERS (13.5 FT) NORTH-NORTHWEST
 FE2211'OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 1.52 METERS (5.0 FT)
 FE2211'WEST OF THE FENCE, 25.15 METERS (82.5 FT) EAST-SOUTHEAST OF A POWER
 FE2211'POLE WITH TWO GUY WIRES, AND 4.42 METERS (14.5 FT) NORTH-NORTHEAST OF
 FE2211'THE CENTER OF A IRON WATER METER COVER IN THE SIDEWALK.
 FE2211'THE MARK IS 0.9 M ABOVE AVENUE.
 FE2211
 FE2211                          STATION RECOVERY (1994)
 FE2211
 FE2211'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE2211'RECOVERED IN GOOD CONDITION.
 FE2211
 FE2211                          STATION RECOVERY (2002)
 FE2211
 FE2211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1358 ***********************************************************************
 FD1358  DESIGNATION -  H 301
 FD1358  PID         -  FD1358
 FD1358  STATE/COUNTY-  TN/LAWRENCE
 FD1358  USGS QUAD   -  LORETTO (1976)
 FD1358
 FD1358                         *CURRENT SURVEY CONTROL
 FD1358  ___________________________________________________________________
 FD1358* NAD 83(1986)-  35 04 38.     (N)    087 26 14.     (W)     SCALED    
 FD1358* NAVD 88     -       249.249  (meters)     817.74   (feet)  ADJUSTED  
 FD1358  ___________________________________________________________________
 FD1358  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FD1358  DYNAMIC HT  -         249.010 (meters)     816.96  (feet)  COMP
 FD1358  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FD1358
 FD1358  VERT ORDER  -  FIRST     CLASS II
 FD1358
 FD1358.The horizontal coordinates were scaled from a topographic map and have
 FD1358.an estimated accuracy of +/- 6 seconds.
 FD1358
 FD1358.The orthometric height was determined by differential leveling
 FD1358.and adjusted by the National Geodetic Survey in June 1991..
 FD1358
 FD1358.The geoid height was determined by GEOID03.
 FD1358
 FD1358.The dynamic height is computed by dividing the NAVD 88
 FD1358.geopotential number by the normal gravity value computed on the
 FD1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1358.degrees latitude (g = 980.6199 gals.).
 FD1358
 FD1358.The modeled gravity was interpolated from observed gravity values.
 FD1358
 FD1358;                    North         East    Units  Estimated Accuracy
 FD1358;SPC TN       -    83,500.      468,920.      MT  (+/- 180 meters Scaled)
 FD1358
 FD1358                          SUPERSEDED SURVEY CONTROL
 FD1358
 FD1358.No superseded survey control is available for this station.
 FD1358
 FD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD601816(NAD 83)
 FD1358_MARKER: I = METAL ROD
 FD1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1358_SP_SET: STAINLESS STEEL ROD
 FD1358_STAMPING: H 301 1983
 FD1358_MARK LOGO: NGS   
 FD1358_PROJECTION: FLUSH
 FD1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1358_ROD/PIPE-DEPTH: 4.87 meters
 FD1358
 FD1358  HISTORY     - Date     Condition        Report By
 FD1358  HISTORY     - 1983     MONUMENTED       NGS
 FD1358
 FD1358                          STATION DESCRIPTION
 FD1358
 FD1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1358'IN LORETTO.
 FD1358'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1358'LORETTO TO THE MARK ON THE RIGHT, 15.24 METERS (50.0 FT) NORTHWEST OF
 FD1358'THE CENTERLINE OF THE HIGHWAY, 22.04 METERS (72.6 FT) EAST OF THE
 FD1358'NORTHEAST CORNER OF A LARGE METAL BUILDING (AT PRESENT THE FAMILY
 FD1358'AMUSEMENT CENTER), 11.16 METERS (36.6 FT) NORTH OF A 2.0 FOOT DIAMETER
 FD1358'METAL CULVERT UNDER THE NORTH ENTRANCE TO THE CENTER, 3.41 METERS
 FD1358'(11.2 FT) NORTHWEST OF A POWERLINE POLE WITH 2 TRANSFORMERS, AND
 FD1358'1.65 METERS (5.4 FT) SOUTHEAST OF THE EAST BRACE POST OF THE FAMILY
 FD1358'AMUSEMENT CENTER SIGN.
 FD1358'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FD1358'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1391 ***********************************************************************
 FD1391  DESIGNATION -  H 302
 FD1391  PID         -  FD1391
 FD1391  STATE/COUNTY-  TN/WILLIAMSON
 FD1391  USGS QUAD   -  SPRING HILL (1979)
 FD1391
 FD1391                         *CURRENT SURVEY CONTROL
 FD1391  ___________________________________________________________________
 FD1391* NAD 83(1986)-  35 47 48.     (N)    086 54 20.     (W)     SCALED    
 FD1391* NAVD 88     -       250.232  (meters)     820.97   (feet)  ADJUSTED  
 FD1391  ___________________________________________________________________
 FD1391  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1391  DYNAMIC HT  -         250.011 (meters)     820.24  (feet)  COMP
 FD1391  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD1391
 FD1391  VERT ORDER  -  FIRST     CLASS II
 FD1391
 FD1391.The horizontal coordinates were scaled from a topographic map and have
 FD1391.an estimated accuracy of +/- 6 seconds.
 FD1391
 FD1391.The orthometric height was determined by differential leveling
 FD1391.and adjusted by the National Geodetic Survey in June 1991..
 FD1391
 FD1391.The geoid height was determined by GEOID03.
 FD1391
 FD1391.The dynamic height is computed by dividing the NAVD 88
 FD1391.geopotential number by the normal gravity value computed on the
 FD1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1391.degrees latitude (g = 980.6199 gals.).
 FD1391
 FD1391.The modeled gravity was interpolated from observed gravity values.
 FD1391
 FD1391;                    North         East    Units  Estimated Accuracy
 FD1391;SPC TN       -   162,730.      518,150.      MT  (+/- 180 meters Scaled)
 FD1391
 FD1391                          SUPERSEDED SURVEY CONTROL
 FD1391
 FD1391.No superseded survey control is available for this station.
 FD1391
 FD1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085614(NAD 83)
 FD1391_MARKER: I = METAL ROD
 FD1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1391_SP_SET: STAINLESS STEEL ROD
 FD1391_STAMPING: H 302 1984
 FD1391_MARK LOGO: NGS   
 FD1391_PROJECTION: FLUSH
 FD1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1391_ROD/PIPE-DEPTH: 5.49 meters
 FD1391
 FD1391  HISTORY     - Date     Condition        Report By
 FD1391  HISTORY     - 1984     MONUMENTED       NGS
 FD1391
 FD1391                          STATION DESCRIPTION
 FD1391
 FD1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1391'5.5 KM (3.4 MI) NORTH FROM SPRING HILL.
 FD1391'5.5 KM (3.4 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1391'SPRING HILL TO THE JUNCTION OF THOMPSON STATION ROAD LEADING WEST AND
 FD1391'BETHESDA ROAD LEADING EAST AND THE MARK ON THE LEFT, 14.26 METERS
 FD1391'(46.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.85 METERS
 FD1391'(35.6 FT) SOUTH OF THE APPROXIMATE CENTER OF THOMPSON STATION ROAD,
 FD1391'2.47 METERS (8.1 FT) SOUTH OF A POWERLINE POLE, AND 0.30 METERS
 FD1391'(1.0 FT) NORTH OF A WIRE FENCE.
 FD1391'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FD1391'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1386 ***********************************************************************
 FD1386  DESIGNATION -  H 303
 FD1386  PID         -  FD1386
 FD1386  STATE/COUNTY-  TN/MAURY
 FD1386  USGS QUAD   -  GODWIN (1988)
 FD1386
 FD1386                         *CURRENT SURVEY CONTROL
 FD1386  ___________________________________________________________________
 FD1386* NAD 83(1986)-  35 39 26.     (N)    087 00 30.     (W)     SCALED    
 FD1386* NAVD 88     -       222.368  (meters)     729.55   (feet)  ADJUSTED  
 FD1386  ___________________________________________________________________
 FD1386  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1386  DYNAMIC HT  -         222.173 (meters)     728.91  (feet)  COMP
 FD1386  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FD1386
 FD1386  VERT ORDER  -  FIRST     CLASS II
 FD1386
 FD1386.The horizontal coordinates were scaled from a topographic map and have
 FD1386.an estimated accuracy of +/- 6 seconds.
 FD1386
 FD1386.The orthometric height was determined by differential leveling
 FD1386.and adjusted by the National Geodetic Survey in June 1991..
 FD1386
 FD1386.The geoid height was determined by GEOID03.
 FD1386
 FD1386.The dynamic height is computed by dividing the NAVD 88
 FD1386.geopotential number by the normal gravity value computed on the
 FD1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1386.degrees latitude (g = 980.6199 gals.).
 FD1386
 FD1386.The modeled gravity was interpolated from observed gravity values.
 FD1386
 FD1386;                    North         East    Units  Estimated Accuracy
 FD1386;SPC TN       -   147,350.      508,700.      MT  (+/- 180 meters Scaled)
 FD1386
 FD1386                          SUPERSEDED SURVEY CONTROL
 FD1386
 FD1386.No superseded survey control is available for this station.
 FD1386
 FD1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE992459(NAD 83)
 FD1386_MARKER: I = METAL ROD
 FD1386_SETTING: 66 = SET IN ROCK OUTCROP
 FD1386_SP_SET: ROCK OUTCROP
 FD1386_STAMPING: H 303 1984
 FD1386_MARK LOGO: NGS   
 FD1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1386+STABILITY: POSITION/ELEVATION WELL
 FD1386
 FD1386  HISTORY     - Date     Condition        Report By
 FD1386  HISTORY     - 1984     MONUMENTED       NGS
 FD1386
 FD1386                          STATION DESCRIPTION
 FD1386
 FD1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1386'3.8 KM (2.35 MI) NORTH FROM COLUMBIA.
 FD1386'3.8 KM (2.35 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 FD1386'U.S. HIGHWAY 43 IN COLUMBIA TO AN ASPHALT DRIVEWAY LEADING NORTHEAST
 FD1386'UP A HILL TO A HOUSE AND TRAILER HOUSE AND THE MARK SET HORIZONTALLY
 FD1386'IN LARGE BEDROCK AT THE SOUTH END OF A ROCK CUT, 10.2 METERS (33.5 FT)
 FD1386'EAST OF THE CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) WEST OF
 FD1386'THE CENTER OF THE DRIVEWAY, 3.20 METERS (10.5 FT) SOUTH OF THE NORTH
 FD1386'EDGE OF THE BEDROCK, AND 25.90 METERS (85.0 FT) NORTH OF A RIGHT OF
 FD1386'WAY MARKER.
 FD1386'THE MARK IS 0.67 METERS  W FROM A WITNESS POST.
 FD1386'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1979 ***********************************************************************
 GC1979  DESIGNATION -  H 304
 GC1979  PID         -  GC1979
 GC1979  STATE/COUNTY-  TN/CHEATHAM
 GC1979  USGS QUAD   -  LILLAMAY (1983)
 GC1979
 GC1979                         *CURRENT SURVEY CONTROL
 GC1979  ___________________________________________________________________
 GC1979* NAD 83(1986)-  36 13 19.     (N)    087 00 12.     (W)     SCALED    
 GC1979* NAVD 88     -       130.486  (meters)     428.10   (feet)  ADJUSTED  
 GC1979  ___________________________________________________________________
 GC1979  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1979  DYNAMIC HT  -         130.374 (meters)     427.74  (feet)  COMP
 GC1979  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GC1979
 GC1979  VERT ORDER  -  FIRST     CLASS II
 GC1979
 GC1979.The horizontal coordinates were scaled from a topographic map and have
 GC1979.an estimated accuracy of +/- 6 seconds.
 GC1979
 GC1979.The orthometric height was determined by differential leveling
 GC1979.and adjusted by the National Geodetic Survey in June 1991..
 GC1979
 GC1979.The geoid height was determined by GEOID03.
 GC1979
 GC1979.The dynamic height is computed by dividing the NAVD 88
 GC1979.geopotential number by the normal gravity value computed on the
 GC1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1979.degrees latitude (g = 980.6199 gals.).
 GC1979
 GC1979.The modeled gravity was interpolated from observed gravity values.
 GC1979
 GC1979;                    North         East    Units  Estimated Accuracy
 GC1979;SPC TN       -   210,000.      509,790.      MT  (+/- 180 meters Scaled)
 GC1979
 GC1979                          SUPERSEDED SURVEY CONTROL
 GC1979
 GC1979.No superseded survey control is available for this station.
 GC1979
 GC1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF997085(NAD 83)
 GC1979_MARKER: I = METAL ROD
 GC1979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1979_SP_SET: STAINLESS STEEL ROD
 GC1979_STAMPING: H 304 1984
 GC1979_MARK LOGO: NGS   
 GC1979_PROJECTION: FLUSH
 GC1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1979_ROD/PIPE-DEPTH: 3.66 meters
 GC1979
 GC1979  HISTORY     - Date     Condition        Report By
 GC1979  HISTORY     - 1984     MONUMENTED       NGS
 GC1979
 GC1979                          STATION DESCRIPTION
 GC1979
 GC1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1979'8.6 KM (5.35 MI) SE FROM ASHLAND CITY.
 GC1979'8.6 KM (5.35 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1979'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE RIGHT, 0.1 KM (0.05 MI)
 GC1979'WEST-NORTHWEST ALONG HIGHWAY 12 FROM A ROAD LEADING SOUTHWEST,
 GC1979'9.81 METERS (32.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC1979'9.78 METERS (32.1 FT) SOUTHEAST OF POWERLINE POLE NUMBER 245-79,
 GC1979'0.95 METERS (3.1 FT) SOUTHWEST OF A POWERLINE POLE, AND 0.55 METERS
 GC1979'(1.8 FT) NORTHEAST OF A WIRE FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 GC1979'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 GC1979'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2006 ***********************************************************************
 GC2006  DESIGNATION -  H 305
 GC2006  PID         -  GC2006
 GC2006  STATE/COUNTY-  TN/MONTGOMERY
 GC2006  USGS QUAD   -  HENRIETTA (1983)
 GC2006
 GC2006                         *CURRENT SURVEY CONTROL
 GC2006  ___________________________________________________________________
 GC2006* NAD 83(1986)-  36 27 03.     (N)    087 13 28.     (W)     SCALED    
 GC2006* NAVD 88     -       173.305  (meters)     568.58   (feet)  ADJUSTED  
 GC2006  ___________________________________________________________________
 GC2006  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2006  DYNAMIC HT  -         173.160 (meters)     568.11  (feet)  COMP
 GC2006  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GC2006
 GC2006  VERT ORDER  -  FIRST     CLASS II
 GC2006
 GC2006.The horizontal coordinates were scaled from a topographic map and have
 GC2006.an estimated accuracy of +/- 6 seconds.
 GC2006
 GC2006.The orthometric height was determined by differential leveling
 GC2006.and adjusted by the National Geodetic Survey in June 1991..
 GC2006
 GC2006.The geoid height was determined by GEOID03.
 GC2006
 GC2006.The dynamic height is computed by dividing the NAVD 88
 GC2006.geopotential number by the normal gravity value computed on the
 GC2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2006.degrees latitude (g = 980.6199 gals.).
 GC2006
 GC2006.The modeled gravity was interpolated from observed gravity values.
 GC2006
 GC2006;                    North         East    Units  Estimated Accuracy
 GC2006;SPC TN       -   235,630.      490,230.      MT  (+/- 180 meters Scaled)
 GC2006
 GC2006                          SUPERSEDED SURVEY CONTROL
 GC2006
 GC2006.No superseded survey control is available for this station.
 GC2006
 GC2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF798339(NAD 83)
 GC2006_MARKER: I = METAL ROD
 GC2006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2006_SP_SET: STAINLESS STEEL ROD
 GC2006_STAMPING: H 305 1984
 GC2006_MARK LOGO: NGS   
 GC2006_PROJECTION: RECESSED 5 CENTIMETERS
 GC2006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2006_ROD/PIPE-DEPTH: 4.88 meters
 GC2006
 GC2006  HISTORY     - Date     Condition        Report By
 GC2006  HISTORY     - 1984     MONUMENTED       NGS
 GC2006
 GC2006                          STATION DESCRIPTION
 GC2006
 GC2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2006'15.8 KM (9.8 MI) NW FROM CHEAP HILL.
 GC2006'15.8 KM (9.8 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC2006'IN CHEAP HILL TO THE MARK ON THE RIGHT, 0.4 KM (0.25 MI) SOUTHEAST
 GC2006'ALONG HIGHWAY 12 FROM RINEHART ROAD LEADING SOUTHWEST, 15.70 METERS
 GC2006'(51.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38.40 METERS
 GC2006'(126.0 FT) WEST OF THE NORTHWEST CORNER OF A ONE LEVEL BRICK HOUSE,
 GC2006'30.78 METERS (101.0 FT) SOUTHEAST OF A POWERLINE POLE WITH ONE GUY
 GC2006'WIRE, AND 1.46 METERS (4.8 FT) NORTHWEST OF THE CORNER FENCE POST OF A
 GC2006'BOARD FENCE.
 GC2006'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2006'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2925 ***********************************************************************
 AJ2925  DESIGNATION -  H 307
 AJ2925  PID         -  AJ2925
 AJ2925  STATE/COUNTY-  TN/TROUSDALE
 AJ2925  USGS QUAD   -  HARTSVILLE (1994)
 AJ2925
 AJ2925                         *CURRENT SURVEY CONTROL
 AJ2925  ___________________________________________________________________
 AJ2925* NAD 83(1986)-  36 23 26.     (N)    086 09 23.     (W)     SCALED    
 AJ2925* NAVD 88     -       143.797  (meters)     471.77   (feet)  ADJUSTED  
 AJ2925  ___________________________________________________________________
 AJ2925  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AJ2925  DYNAMIC HT  -         143.679 (meters)     471.39  (feet)  COMP
 AJ2925  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 AJ2925
 AJ2925  VERT ORDER  -  SECOND    CLASS I
 AJ2925
 AJ2925.The horizontal coordinates were scaled from a topographic map and have
 AJ2925.an estimated accuracy of +/- 6 seconds.
 AJ2925
 AJ2925.The orthometric height was determined by differential leveling
 AJ2925.and adjusted by the National Geodetic Survey in July 2002..
 AJ2925.No vertical observational check was made to the station.
 AJ2925
 AJ2925.The geoid height was determined by GEOID03.
 AJ2925
 AJ2925.The dynamic height is computed by dividing the NAVD 88
 AJ2925.geopotential number by the normal gravity value computed on the
 AJ2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2925.degrees latitude (g = 980.6199 gals.).
 AJ2925
 AJ2925.The modeled gravity was interpolated from observed gravity values.
 AJ2925
 AJ2925;                    North         East    Units  Estimated Accuracy
 AJ2925;SPC TN       -   228,260.      585,970.      MT  (+/- 180 meters Scaled)
 AJ2925
 AJ2925                          SUPERSEDED SURVEY CONTROL
 AJ2925
 AJ2925.No superseded survey control is available for this station.
 AJ2925
 AJ2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF756275(NAD 83)
 AJ2925_MARKER: DV = VERTICAL CONTROL DISK
 AJ2925_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2925_SP_SET: CULVERT ABUTMENT
 AJ2925_STAMPING: H 307 2001
 AJ2925_MARK LOGO: NGS   
 AJ2925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2925+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2925
 AJ2925  HISTORY     - Date     Condition        Report By
 AJ2925  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2925
 AJ2925                          STATION DESCRIPTION
 AJ2925
 AJ2925'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2925'1.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2925'HARTSVILLE, IN TOP OF AND 0.2 M SOUTH OF THE NORTH END OF THE WEST
 AJ2925'CONCRETE ABUTMENT OF A DOUBLE BOX CULVERT UNDER THE STREET, 4.9
 AJ2925'M NORTH OF THE STREET CENTERLINE, 0.3 M EAST OF THE WEST EDGE OF
 AJ2925'THE ABUTMENT, AND 0.1 M ABOVE THE LEVEL OF THE STREET.
 AJ2925'NOTE--THE MARK IS ON THE STREET RIGHT-OF-WAY.
 AJ2925'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1216 ***********************************************************************
 FD1216  DESIGNATION -  H 31
 FD1216  PID         -  FD1216
 FD1216  STATE/COUNTY-  TN/PERRY
 FD1216  USGS QUAD   -  GRAVES SPRING (1968)
 FD1216
 FD1216                         *CURRENT SURVEY CONTROL
 FD1216  ___________________________________________________________________
 FD1216* NAD 83(1986)-  35 33 27.     (N)    087 41 39.     (W)     SCALED    
 FD1216* NAVD 88     -       288.672  (meters)     947.08   (feet)  ADJUSTED  
 FD1216  ___________________________________________________________________
 FD1216  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1216  DYNAMIC HT  -         288.405 (meters)     946.21  (feet)  COMP
 FD1216  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 FD1216
 FD1216  VERT ORDER  -  FIRST     CLASS II
 FD1216
 FD1216.The horizontal coordinates were scaled from a topographic map and have
 FD1216.an estimated accuracy of +/- 6 seconds.
 FD1216
 FD1216.The orthometric height was determined by differential leveling
 FD1216.and adjusted by the National Geodetic Survey in June 1991..
 FD1216
 FD1216.The geoid height was determined by GEOID03.
 FD1216
 FD1216.The dynamic height is computed by dividing the NAVD 88
 FD1216.geopotential number by the normal gravity value computed on the
 FD1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1216.degrees latitude (g = 980.6199 gals.).
 FD1216
 FD1216.The modeled gravity was interpolated from observed gravity values.
 FD1216
 FD1216;                    North         East    Units  Estimated Accuracy
 FD1216;SPC TN       -   137,150.      446,410.      MT  (+/- 180 meters Scaled)
 FD1216
 FD1216                          SUPERSEDED SURVEY CONTROL
 FD1216
 FD1216  NGVD 29 (??/??/92)  288.655  (m)          947.03   (f) ADJ UNCH    1 2
 FD1216
 FD1216.Superseded values are not recommended for survey control.
 FD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1216.See file dsdata.txt to determine how the superseded data were derived.
 FD1216
 FD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE370350(NAD 83)
 FD1216_MARKER: DB = BENCH MARK DISK
 FD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1216_STAMPING: H 31 1934
 FD1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1216+STABILITY: SURFACE MOTION
 FD1216
 FD1216  HISTORY     - Date     Condition        Report By
 FD1216  HISTORY     - 1934     MONUMENTED       CGS
 FD1216  HISTORY     - 1949     GOOD             NGS
 FD1216  HISTORY     - 1953     GOOD             NGS
 FD1216
 FD1216                          STATION DESCRIPTION
 FD1216
 FD1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1216'9 MI W FROM HOHENWALD.
 FD1216'ABOUT 9.05 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1216'NATIONAL BANK AT HOHENWALD, ABOUT 1.45 MILES WEST OF THE
 FD1216'LEWIS-PERRY COUNTY LINE, ABOUT 0.55 MILE NORTHWEST OF THE JUNCTION
 FD1216'OF A GRAVEL ROAD SOUTHWEST, ABOUT 0.75 MILE NORTHWEST OF THE
 FD1216'JUNCTION OF A GRAVEL ROAD SOUTH, 47 FEET NORTHEAST OF THE CENTER
 FD1216'LINE OF THE HIGHWAY, 25 FEET NORTHEAST OF A HIGHWAY CURVE SIGN,
 FD1216'30 FEET SOUTHEAST OF A TRIANGULAR BLAZED 24-INCH HICKORY TREE,
 FD1216'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1216'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD1216'INCHES.
 FD1216
 FD1216                          STATION RECOVERY (1953)
 FD1216
 FD1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1490 ***********************************************************************
 FC1490  DESIGNATION -  H 32
 FC1490  PID         -  FC1490
 FC1490  STATE/COUNTY-  TN/WARREN
 FC1490  USGS QUAD   -  MC MINNVILLE (1984)
 FC1490
 FC1490                         *CURRENT SURVEY CONTROL
 FC1490  ___________________________________________________________________
 FC1490* NAD 83(1986)-  35 40 52.     (N)    085 46 17.     (W)     SCALED    
 FC1490* NAVD 88     -       297.524  (meters)     976.13   (feet)  ADJUSTED  
 FC1490  ___________________________________________________________________
 FC1490  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1490  DYNAMIC HT  -         297.249 (meters)     975.22  (feet)  COMP
 FC1490  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FC1490
 FC1490  VERT ORDER  -  SECOND    CLASS 0
 FC1490
 FC1490.The horizontal coordinates were scaled from a topographic map and have
 FC1490.an estimated accuracy of +/- 6 seconds.
 FC1490
 FC1490.The orthometric height was determined by differential leveling
 FC1490.and adjusted by the National Geodetic Survey in June 1991..
 FC1490
 FC1490.The geoid height was determined by GEOID03.
 FC1490
 FC1490.The dynamic height is computed by dividing the NAVD 88
 FC1490.geopotential number by the normal gravity value computed on the
 FC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1490.degrees latitude (g = 980.6199 gals.).
 FC1490
 FC1490.The modeled gravity was interpolated from observed gravity values.
 FC1490
 FC1490;                    North         East    Units  Estimated Accuracy
 FC1490;SPC TN       -   149,560.      620,690.      MT  (+/- 180 meters Scaled)
 FC1490
 FC1490                          SUPERSEDED SURVEY CONTROL
 FC1490
 FC1490.No superseded survey control is available for this station.
 FC1490
 FC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE111492(NAD 83)
 FC1490_MARKER: DB = BENCH MARK DISK
 FC1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1490_SP_SET: SIDEWALK
 FC1490_STAMPING: H 32 1934
 FC1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1490+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 FC1490
 FC1490  HISTORY     - Date     Condition        Report By
 FC1490  HISTORY     - 1934     MONUMENTED       CGS
 FC1490  HISTORY     - 1935     GOOD             NGS
 FC1490  HISTORY     - 20030208 GOOD             TNDT
 FC1490
 FC1490                          STATION DESCRIPTION
 FC1490
 FC1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1490'AT MC MINNVILLE.
 FC1490'AT MC MINNVILLE, WARREN COUNTY, IN FRONT OF THE FIRST NATIONAL
 FC1490'BANK BUILDING, 10 INCHES WEST OF THE WEST PILLAR OF THE MAIN
 FC1490'ENTRANCE, 6 INCHES NORTH OF THE WALL, AND IN THE SIDEWALK.  A
 FC1490'STANDARD DISK, STAMPED H 32 1934.
 FC1490
 FC1490                          STATION RECOVERY (2003)
 FC1490
 FC1490'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0831 ***********************************************************************
 FD0831  DESIGNATION -  H 33
 FD0831  PID         -  FD0831
 FD0831  STATE/COUNTY-  TN/GILES
 FD0831  USGS QUAD   -  PULASKI (1984)
 FD0831
 FD0831                         *CURRENT SURVEY CONTROL
 FD0831  ___________________________________________________________________
 FD0831* NAD 83(1986)-  35 11 32.     (N)    087 00 29.     (W)     SCALED    
 FD0831* NAVD 88     -       208.469  (meters)     683.95   (feet)  ADJUSTED  
 FD0831  ___________________________________________________________________
 FD0831  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0831  DYNAMIC HT  -         208.273 (meters)     683.31  (feet)  COMP
 FD0831  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FD0831
 FD0831  VERT ORDER  -  SECOND    CLASS 0
 FD0831
 FD0831.The horizontal coordinates were scaled from a topographic map and have
 FD0831.an estimated accuracy of +/- 6 seconds.
 FD0831
 FD0831.The orthometric height was determined by differential leveling
 FD0831.and adjusted by the National Geodetic Survey in June 1991..
 FD0831
 FD0831.The geoid height was determined by GEOID03.
 FD0831
 FD0831.The dynamic height is computed by dividing the NAVD 88
 FD0831.geopotential number by the normal gravity value computed on the
 FD0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0831.degrees latitude (g = 980.6199 gals.).
 FD0831
 FD0831.The modeled gravity was interpolated from observed gravity values.
 FD0831
 FD0831;                    North         East    Units  Estimated Accuracy
 FD0831;SPC TN       -    95,770.      508,190.      MT  (+/- 180 meters Scaled)
 FD0831
 FD0831                          SUPERSEDED SURVEY CONTROL
 FD0831
 FD0831  NGVD 29 (??/??/92)  208.434  (m)          683.84   (f) ADJ UNCH    2 0
 FD0831
 FD0831.Superseded values are not recommended for survey control.
 FD0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0831.See file dsdata.txt to determine how the superseded data were derived.
 FD0831
 FD0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD992943(NAD 83)
 FD0831_MARKER: DB = BENCH MARK DISK
 FD0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0831_STAMPING: H 33 1934
 FD0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0831+STABILITY: SURFACE MOTION
 FD0831
 FD0831  HISTORY     - Date     Condition        Report By
 FD0831  HISTORY     - 1934     MONUMENTED       CGS
 FD0831  HISTORY     - 1953     GOOD             TVA
 FD0831
 FD0831                          STATION DESCRIPTION
 FD0831
 FD0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0831'AT PULASKI.
 FD0831'1.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0831'PULASKI, GILES COUNTY, 270 FEET EAST OF A CONCRETE BRIDGE, AND
 FD0831'60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FD0831'STAMPED H 33 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FD0831'A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2 FEET SOUTH OF
 FD0831'MONUMENT.
 FD0831
 FD0831                          STATION RECOVERY (1953)
 FD0831
 FD0831'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0256 ***********************************************************************
 FE0256  DESIGNATION -  H 35
 FE0256  PID         -  FE0256
 FE0256  STATE/COUNTY-  TN/HARDIN
 FE0256  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0256
 FE0256                         *CURRENT SURVEY CONTROL
 FE0256  ___________________________________________________________________
 FE0256* NAD 83(1995)-  35 09 11.64247(N)    088 20 11.47882(W)     ADJUSTED  
 FE0256* NAVD 88     -       138.635  (meters)     454.84   (feet)  ADJUSTED  
 FE0256  ___________________________________________________________________
 FE0256  X           -     151,553.577 (meters)                     COMP
 FE0256  Y           -  -5,218,548.024 (meters)                     COMP
 FE0256  Z           -   3,651,843.476 (meters)                     COMP
 FE0256  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 FE0256  ELLIP HEIGHT-         111.10  (meters)          (02/20/01) GPS OBS
 FE0256  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0256  DYNAMIC HT  -         138.508 (meters)     454.42  (feet)  COMP
 FE0256  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FE0256
 FE0256  HORZ ORDER  -  FIRST
 FE0256  VERT ORDER  -  FIRST     CLASS II
 FE0256  ELLP ORDER  -  SECOND    CLASS I
 FE0256
 FE0256.The horizontal coordinates were established by GPS observations
 FE0256.and adjusted by the National Geodetic Survey in February 2001..
 FE0256
 FE0256.The orthometric height was determined by differential leveling
 FE0256.and adjusted by the National Geodetic Survey in June 1991..
 FE0256
 FE0256.Photographs are available for this station.
 FE0256
 FE0256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0256
 FE0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0256
 FE0256.The ellipsoidal height was determined by GPS observations
 FE0256.and is referenced to NAD 83.
 FE0256
 FE0256.The geoid height was determined by GEOID03.
 FE0256
 FE0256.The dynamic height is computed by dividing the NAVD 88
 FE0256.geopotential number by the normal gravity value computed on the
 FE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0256.degrees latitude (g = 980.6199 gals.).
 FE0256
 FE0256.The modeled gravity was interpolated from observed gravity values.
 FE0256
 FE0256;                    North         East     Units Scale Factor Converg.
 FE0256;SPC TN       -    93,510.135   387,117.880   MT  1.00001849   -1 22 04.4
 FE0256;SPC TN       -   306,791.17  1,270,069.24   sFT  1.00001849   -1 22 04.4
 FE0256;UTM  16      - 3,890,853.936   378,264.211   MT  0.99978264   -0 46 10.6
 FE0256
 FE0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0256!SPC TN       -   0.99998256  x   1.00001849  =   1.00000105
 FE0256!UTM  16      -   0.99998256  x   0.99978264  =   0.99976521
 FE0256
 FE0256                          SUPERSEDED SURVEY CONTROL
 FE0256
 FE0256  NAVD 88 (02/20/01)  138.63   (m)          454.8    (f) LEVELING    3  
 FE0256  NGVD 29 (??/??/??)  138.642  (m)          454.86   (f) ADJUSTED    1 2
 FE0256
 FE0256.Superseded values are not recommended for survey control.
 FE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0256.See file dsdata.txt to determine how the superseded data were derived.
 FE0256
 FE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7826490854(NAD 83)
 FE0256_MARKER: DB = BENCH MARK DISK
 FE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0256_STAMPING: H 35 1934 454.911
 FE0256_MARK LOGO: NONE  
 FE0256_PROJECTION: FLUSH
 FE0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0256+STABILITY: SURFACE MOTION
 FE0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0256+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0256
 FE0256  HISTORY     - Date     Condition        Report By
 FE0256  HISTORY     - 1934     MONUMENTED       CGS
 FE0256  HISTORY     - 1947     GOOD             CGS
 FE0256  HISTORY     - 1949     GOOD             CGS
 FE0256  HISTORY     - 1999     GOOD             LOWE
 FE0256
 FE0256                          STATION DESCRIPTION
 FE0256
 FE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0256'0.9 MI W FROM PITTSBURG LANDING.
 FE0256'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0256'LANDING, AT THE JUNCTION OF STATE HIGHWAY 22, 70 FEET EAST AND
 FE0256'ACROSS THE HIGHWAY FROM THE EAST CORNER OF THE MC ARTHUR
 FE0256'MONUMENT, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0256'35 FEET SOUTHEAST OF THE CENTER LINE OF GRANT ROAD, 2 FEET SOUTH
 FE0256'OF A SIGN PITTSBURG LANDING 1 MILE, 2 FEET NORTHWEST OF A WHITE
 FE0256'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE JUNCTION AND SET
 FE0256'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- A
 FE0256'STEEL POST WAS SET 2 FEET SOUTHEAST OF MARKER.
 FE0256
 FE0256                          STATION RECOVERY (1949)
 FE0256
 FE0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0256'RECOVERED IN GOOD CONDITION.
 FE0256
 FE0256                          STATION RECOVERY (1999)
 FE0256
 FE0256'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0256'RECOVERED 1999
 FE0256'RECOVERY NOTE BY LOWE ENGINEERS 1999. TO REACH THE STATION FROM
 FE0256'THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 22, TURN
 FE0256'SOUTH ON STATE HIGHWAY 22 AND GO 8.2 KM (5.1 MI) TO THE ENTRANCE OF
 FE0256'SHILOH NATIONAL PARK, TURN LEFT AND GO EAST 0.16 KM (0.1 MI) TO THE
 FE0256'STATION ON THE RIGHT.
 FE0256' 
 FE0256'THE STATION IS 46.6 M (152.9 FT) SOUTHWEST FROM THE CENTERLINE OF
 FE0256'THE PARK ENTRANCE ROAD, 24.7 M (81.0 FT) NORTH FROM A WOODEN SIGN
 FE0256'READING HAMBURG-SAVANNAH ROAD, AND 21.3 M (69.9 FT) EAST FROM THE
 FE0256'EAST CORNER OF THE MC ARTHUR MONUMENT. THE STATION WAS
 FE0256'RECOVERED IN GOOD CONDITION.
 FE0256' 
 FE0256' 
 FE0256'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0955 ***********************************************************************
 FD0955  DESIGNATION -  H 36
 FD0955  PID         -  FD0955
 FD0955  STATE/COUNTY-  TN/WAYNE
 FD0955  USGS QUAD   -  EAGLE CREEK (1972)
 FD0955
 FD0955                         *CURRENT SURVEY CONTROL
 FD0955  ___________________________________________________________________
 FD0955* NAD 83(1986)-  35 17 54.     (N)    087 58 10.     (W)     SCALED    
 FD0955* NAVD 88     -       222.480  (meters)     729.92   (feet)  ADJUSTED  
 FD0955  ___________________________________________________________________
 FD0955  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0955  DYNAMIC HT  -         222.272 (meters)     729.24  (feet)  COMP
 FD0955  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FD0955
 FD0955  VERT ORDER  -  SECOND    CLASS 0
 FD0955
 FD0955.The horizontal coordinates were scaled from a topographic map and have
 FD0955.an estimated accuracy of +/- 6 seconds.
 FD0955
 FD0955.The orthometric height was determined by differential leveling
 FD0955.and adjusted by the National Geodetic Survey in June 1991..
 FD0955
 FD0955.The geoid height was determined by GEOID03.
 FD0955
 FD0955.The dynamic height is computed by dividing the NAVD 88
 FD0955.geopotential number by the normal gravity value computed on the
 FD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0955.degrees latitude (g = 980.6199 gals.).
 FD0955
 FD0955.The modeled gravity was interpolated from observed gravity values.
 FD0955
 FD0955;                    North         East    Units  Estimated Accuracy
 FD0955;SPC TN       -   108,870.      420,880.      MT  (+/- 180 meters Scaled)
 FD0955
 FD0955                          SUPERSEDED SURVEY CONTROL
 FD0955
 FD0955  NGVD 29 (??/??/92)  222.486  (m)          729.94   (f) ADJ UNCH    2 0
 FD0955
 FD0955.Superseded values are not recommended for survey control.
 FD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0955.See file dsdata.txt to determine how the superseded data were derived.
 FD0955
 FD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118065(NAD 83)
 FD0955_MARKER: DB = BENCH MARK DISK
 FD0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0955_STAMPING: H 36 1934
 FD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0955+STABILITY: SURFACE MOTION
 FD0955
 FD0955  HISTORY     - Date     Condition        Report By
 FD0955  HISTORY     - 1934     MONUMENTED       CGS
 FD0955  HISTORY     - 1950     GOOD             NGS
 FD0955  HISTORY     - 1962     GOOD             NGS
 FD0955
 FD0955                          STATION DESCRIPTION
 FD0955
 FD0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0955'4.2 MI E FROM OLIVE HILL.
 FD0955'IN WAYNE COUNTY, 4.25 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0955'OLIVE HILL, HARDIN COUNTY, 1-1/4 MILES WEST OF THE BRIDGE OVER
 FD0955'HARDIN CREEK, AT THE TOP OF A HILL, 40 YARDS EAST OF THE JUNCTION
 FD0955'OF A GRAVEL ROAD LEADING SOUTH, 9 YARDS NORTH OF THE CENTERLINE
 FD0955'OF THE HIGHWAY, AND 2 FEET NORTH OF A STEEL POST WITH A
 FD0955'CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED H 36 1934 AND SET
 FD0955'IN THE TOP OF A CONCRETE POST.
 FD0955
 FD0955                          STATION RECOVERY (1962)
 FD0955
 FD0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0858 ***********************************************************************
 FD0858  DESIGNATION -  H 37
 FD0858  PID         -  FD0858
 FD0858  STATE/COUNTY-  TN/GILES
 FD0858  USGS QUAD   -  MILKY WAY (1988)
 FD0858
 FD0858                         *CURRENT SURVEY CONTROL
 FD0858  ___________________________________________________________________
 FD0858* NAD 83(1986)-  35 18 09.     (N)    087 01 38.     (W)     SCALED    
 FD0858* NAVD 88     -       226.275  (meters)     742.37   (feet)  ADJUSTED  
 FD0858  ___________________________________________________________________
 FD0858  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0858  DYNAMIC HT  -         226.063 (meters)     741.67  (feet)  COMP
 FD0858  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FD0858
 FD0858  VERT ORDER  -  SECOND    CLASS 0
 FD0858
 FD0858.The horizontal coordinates were scaled from a topographic map and have
 FD0858.an estimated accuracy of +/- 6 seconds.
 FD0858
 FD0858.The orthometric height was determined by differential leveling
 FD0858.and adjusted by the National Geodetic Survey in June 1991..
 FD0858
 FD0858.The geoid height was determined by GEOID03.
 FD0858
 FD0858.The dynamic height is computed by dividing the NAVD 88
 FD0858.geopotential number by the normal gravity value computed on the
 FD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0858.degrees latitude (g = 980.6199 gals.).
 FD0858
 FD0858.The modeled gravity was interpolated from observed gravity values.
 FD0858
 FD0858;                    North         East    Units  Estimated Accuracy
 FD0858;SPC TN       -   108,020.      506,580.      MT  (+/- 180 meters Scaled)
 FD0858
 FD0858                          SUPERSEDED SURVEY CONTROL
 FD0858
 FD0858  NGVD 29 (??/??/92)  226.237  (m)          742.25   (f) ADJ UNCH    2 0
 FD0858
 FD0858.Superseded values are not recommended for survey control.
 FD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0858.See file dsdata.txt to determine how the superseded data were derived.
 FD0858
 FD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE975065(NAD 83)
 FD0858_MARKER: DB = BENCH MARK DISK
 FD0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0858_STAMPING: H 37 1934
 FD0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0858+STABILITY: SURFACE MOTION
 FD0858
 FD0858  HISTORY     - Date     Condition        Report By
 FD0858  HISTORY     - 1934     MONUMENTED       CGS
 FD0858
 FD0858                          STATION DESCRIPTION
 FD0858
 FD0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0858'10 MI N FROM PULASKI.
 FD0858'10.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0858'FROM THE STATION AT PULASKI, GILES COUNTY, AT MILKY WAY, 27 RAILS
 FD0858'NORTH OF THE OVERHEAD BRIDGE OF U.S. HIGHWAY 31, 2 RAILS NORTH OF
 FD0858'A LOADING PLATFORM, 25 FEET SOUTH OF THE CENTER OF A ROAD
 FD0858'CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 20
 FD0858'FEET SOUTH OF A GATEPOST.  A STANDARD DISK, STAMPED H 37 1934 AND
 FD0858'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1165 ***********************************************************************
 FC1165  DESIGNATION -  H 39
 FC1165  PID         -  FC1165
 FC1165  STATE/COUNTY-  TN/HAMILTON
 FC1165  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1165
 FC1165                         *CURRENT SURVEY CONTROL
 FC1165  ___________________________________________________________________
 FC1165* NAD 83(1986)-  35 03 56.     (N)    085 13 42.     (W)     SCALED    
 FC1165* NAVD 88     -       217.909  (meters)     714.92   (feet)  ADJUSTED  
 FC1165  ___________________________________________________________________
 FC1165  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1165  DYNAMIC HT  -         217.692 (meters)     714.21  (feet)  COMP
 FC1165  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 FC1165
 FC1165  VERT ORDER  -  SECOND    CLASS 0
 FC1165
 FC1165.The horizontal coordinates were scaled from a topographic map and have
 FC1165.an estimated accuracy of +/- 6 seconds.
 FC1165
 FC1165.The orthometric height was determined by differential leveling
 FC1165.and adjusted by the National Geodetic Survey in June 1991..
 FC1165
 FC1165.The geoid height was determined by GEOID03.
 FC1165
 FC1165.The dynamic height is computed by dividing the NAVD 88
 FC1165.geopotential number by the normal gravity value computed on the
 FC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1165.degrees latitude (g = 980.6199 gals.).
 FC1165
 FC1165.The modeled gravity was interpolated from observed gravity values.
 FC1165
 FC1165;                    North         East    Units  Estimated Accuracy
 FC1165;SPC TN       -    81,520.      670,390.      MT  (+/- 180 meters Scaled)
 FC1165
 FC1165                          SUPERSEDED SURVEY CONTROL
 FC1165
 FC1165  NGVD 29 (??/??/92)  217.935  (m)          715.01   (f) ADJ UNCH    2 0
 FC1165
 FC1165.Superseded values are not recommended for survey control.
 FC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1165.See file dsdata.txt to determine how the superseded data were derived.
 FC1165
 FC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD615817(NAD 83)
 FC1165_MARKER: DB = BENCH MARK DISK
 FC1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1165_SP_SET: HEADWALL
 FC1165_STAMPING: H 39 1934
 FC1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1165
 FC1165  HISTORY     - Date     Condition        Report By
 FC1165  HISTORY     - 1934     MONUMENTED       CGS
 FC1165  HISTORY     - 1950     GOOD             NGS
 FC1165  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1165  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1165
 FC1165                          STATION DESCRIPTION
 FC1165
 FC1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1165'0.5 MI W FROM MC CARTY.
 FC1165'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1165'MC CARTY, HAMILTON COUNTY, AT MILEAGE 236.5, IN THE TOP OF THE
 FC1165'NORTH HEADWALL OF A HIGHWAY UNDERPASS, AND 1 FOOT WEST OF THE EAST
 FC1165'END.  A STANDARD DISK, STAMPED H 39 1934.
 FC1165
 FC1165                          STATION RECOVERY (1972)
 FC1165
 FC1165'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1165'MARK NOT FOUND.
 FC1165
 FC1165                          STATION RECOVERY (1983)
 FC1165
 FC1165'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1420 ***********************************************************************
 GC1420  DESIGNATION -  H 4
 GC1420  PID         -  GC1420
 GC1420  STATE/COUNTY-  TN/CHEATHAM
 GC1420  USGS QUAD   -  LILLAMAY (1983)
 GC1420
 GC1420                         *CURRENT SURVEY CONTROL
 GC1420  ___________________________________________________________________
 GC1420* NAD 83(1986)-  36 13 39.     (N)    087 01 03.     (W)     SCALED    
 GC1420* NAVD 88     -       124.062  (meters)     407.03   (feet)  ADJUSTED  
 GC1420  ___________________________________________________________________
 GC1420  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1420  DYNAMIC HT  -         123.956 (meters)     406.68  (feet)  COMP
 GC1420  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GC1420
 GC1420  VERT ORDER  -  FIRST     CLASS II
 GC1420
 GC1420.The horizontal coordinates were scaled from a topographic map and have
 GC1420.an estimated accuracy of +/- 6 seconds.
 GC1420
 GC1420.The orthometric height was determined by differential leveling
 GC1420.and adjusted by the National Geodetic Survey in June 1991..
 GC1420
 GC1420.The geoid height was determined by GEOID03.
 GC1420
 GC1420.The dynamic height is computed by dividing the NAVD 88
 GC1420.geopotential number by the normal gravity value computed on the
 GC1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1420.degrees latitude (g = 980.6199 gals.).
 GC1420
 GC1420.The modeled gravity was interpolated from observed gravity values.
 GC1420
 GC1420;                    North         East    Units  Estimated Accuracy
 GC1420;SPC TN       -   210,630.      508,530.      MT  (+/- 180 meters Scaled)
 GC1420
 GC1420                          SUPERSEDED SURVEY CONTROL
 GC1420
 GC1420  NGVD 29 (??/??/92)  124.107  (m)          407.17   (f) ADJ UNCH    1 2
 GC1420
 GC1420.Superseded values are not recommended for survey control.
 GC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1420.See file dsdata.txt to determine how the superseded data were derived.
 GC1420
 GC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF984091(NAD 83)
 GC1420_MARKER: DB = BENCH MARK DISK
 GC1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1420_STAMPING: H 4 1921 ELEV 407.542 FT
 GC1420_MARK LOGO: CGS   
 GC1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1420+STABILITY: SURFACE MOTION
 GC1420
 GC1420  HISTORY     - Date     Condition        Report By
 GC1420  HISTORY     - 1921     MONUMENTED       CGS
 GC1420  HISTORY     - 1949     GOOD             NGS
 GC1420  HISTORY     - 1984     GOOD             NGS
 GC1420
 GC1420                          STATION DESCRIPTION
 GC1420
 GC1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1420'4.8 MI SE FROM ASHLAND CITY.
 GC1420'4.8 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1420'THE STATION AT ASHLAND CITY, AT GRAVELOTTE, 90 FEET WEST OF THE
 GC1420'CENTER OF THE ROAD CROSSING AND MAIN TRACK, 84 FEET NORTHWEST
 GC1420'OF THE CENTER LINE OF THE ROAD, 45 1/2 FEET SOUTHWEST OF THE
 GC1420'SOUTHWEST RAIL OF THE MAIN TRACK, 91 1/2 FEET SOUTHEAST OF
 GC1420'TELEPHONE POLE 402, 40 FEET WEST-SOUTHWEST OF THE STATION SIGN
 GC1420'POST, 17 FEET NORTHWEST OF A 12-INCH FORKED WALNUT TREE, 2 1/2
 GC1420'FEET NORTHEAST OF THE R/W FENCE, 1 1/2 FEET NORTHWEST OF A
 GC1420'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 GC1420'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GC1420
 GC1420                          STATION RECOVERY (1984)
 GC1420
 GC1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1420'RECOVERED IN GOOD CONDITION.  NOTE, OLD WITNESS POST AND THE STATION
 GC1420'SIGN POST ARE NO LONGER THERE.
 GC1420'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC1420'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1148 ***********************************************************************
 FC1148  DESIGNATION -  H 40
 FC1148  PID         -  FC1148
 FC1148  STATE/COUNTY-  TN/HAMILTON
 FC1148  USGS QUAD   -  CHATTANOOGA (1976)
 FC1148
 FC1148                         *CURRENT SURVEY CONTROL
 FC1148  ___________________________________________________________________
 FC1148* NAD 83(1986)-  35 06 23.     (N)    085 21 39.     (W)     SCALED    
 FC1148* NAVD 88     -       202.064  (meters)     662.94   (feet)  ADJUSTED  
 FC1148  ___________________________________________________________________
 FC1148  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FC1148  DYNAMIC HT  -         201.860 (meters)     662.27  (feet)  COMP
 FC1148  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 FC1148
 FC1148  VERT ORDER  -  SECOND    CLASS 0
 FC1148
 FC1148.The horizontal coordinates were scaled from a topographic map and have
 FC1148.an estimated accuracy of +/- 6 seconds.
 FC1148
 FC1148.The orthometric height was determined by differential leveling
 FC1148.and adjusted by the National Geodetic Survey in June 1991..
 FC1148
 FC1148.The geoid height was determined by GEOID03.
 FC1148
 FC1148.The dynamic height is computed by dividing the NAVD 88
 FC1148.geopotential number by the normal gravity value computed on the
 FC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1148.degrees latitude (g = 980.6199 gals.).
 FC1148
 FC1148.The modeled gravity was interpolated from observed gravity values.
 FC1148
 FC1148;                    North         East    Units  Estimated Accuracy
 FC1148;SPC TN       -    85,960.      658,270.      MT  (+/- 180 meters Scaled)
 FC1148
 FC1148                          SUPERSEDED SURVEY CONTROL
 FC1148
 FC1148  NGVD 29 (??/??/92)  202.091  (m)          663.03   (f) ADJ UNCH    2 0
 FC1148
 FC1148.Superseded values are not recommended for survey control.
 FC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1148.See file dsdata.txt to determine how the superseded data were derived.
 FC1148
 FC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD493860(NAD 83)
 FC1148_MARKER: DB = BENCH MARK DISK
 FC1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1148_STAMPING: H 40 1934
 FC1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1148+STABILITY: SURFACE MOTION
 FC1148
 FC1148  HISTORY     - Date     Condition        Report By
 FC1148  HISTORY     - 1934     MONUMENTED       CGS
 FC1148
 FC1148                          STATION DESCRIPTION
 FC1148
 FC1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1148'6 MI W FROM CHATTANOOGA.
 FC1148'6.0 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1148'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1148'200 FEET NORTHWEST OF A ONE-ROOM WEATHERBOARD CABIN ON THE
 FC1148'RIVER BANK, 20 FEET NORTH OF A HIGHWAY FILL, AND 10 FEET EAST
 FC1148'OF TELEPHONE POLE 5685.  A STANDARD DISK, STAMPED H 40 1934
 FC1148'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1196 ***********************************************************************
 FC1196  DESIGNATION -  H 41
 FC1196  PID         -  FC1196
 FC1196  STATE/COUNTY-  TN/HAMILTON
 FC1196  USGS QUAD   -  CHATTANOOGA (1976)
 FC1196
 FC1196                         *CURRENT SURVEY CONTROL
 FC1196  ___________________________________________________________________
 FC1196* NAD 83(1986)-  35 01 31.     (N)    085 20 38.     (W)     SCALED    
 FC1196* NAVD 88     -       213.211  (meters)     699.51   (feet)  ADJUSTED  
 FC1196  ___________________________________________________________________
 FC1196  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FC1196  DYNAMIC HT  -         212.999 (meters)     698.81  (feet)  COMP
 FC1196  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 FC1196
 FC1196  VERT ORDER  -  FIRST     CLASS II
 FC1196
 FC1196.The horizontal coordinates were scaled from a topographic map and have
 FC1196.an estimated accuracy of +/- 6 seconds.
 FC1196
 FC1196.The orthometric height was determined by differential leveling
 FC1196.and adjusted by the National Geodetic Survey in June 1991..
 FC1196
 FC1196.The geoid height was determined by GEOID03.
 FC1196
 FC1196.The dynamic height is computed by dividing the NAVD 88
 FC1196.geopotential number by the normal gravity value computed on the
 FC1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1196.degrees latitude (g = 980.6199 gals.).
 FC1196
 FC1196.The modeled gravity was interpolated from observed gravity values.
 FC1196
 FC1196;                    North         East    Units  Estimated Accuracy
 FC1196;SPC TN       -    76,970.      659,880.      MT  (+/- 180 meters Scaled)
 FC1196
 FC1196                          SUPERSEDED SURVEY CONTROL
 FC1196
 FC1196  NGVD 29 (??/??/92)  213.240  (m)          699.60   (f) ADJ UNCH    1 2
 FC1196
 FC1196.Superseded values are not recommended for survey control.
 FC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1196.See file dsdata.txt to determine how the superseded data were derived.
 FC1196
 FC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD510771(NAD 83)
 FC1196_MARKER: DB = BENCH MARK DISK
 FC1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1196_SP_SET: OVERPASS
 FC1196_STAMPING: H 41 1934
 FC1196_MARK LOGO: CGS   
 FC1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1196
 FC1196  HISTORY     - Date     Condition        Report By
 FC1196  HISTORY     - 1934     MONUMENTED       CGS
 FC1196  HISTORY     - 1950     GOOD             NGS
 FC1196  HISTORY     - 1962     GOOD             NGS
 FC1196  HISTORY     - 1983     GOOD             NGS
 FC1196
 FC1196                          STATION DESCRIPTION
 FC1196
 FC1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1196'3.2 MI SW FROM CHATTANOOGA.
 FC1196'ABOUT 3.2 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1196'RAILWAY FROM THE ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, ABOUT
 FC1196'0.1 MILE NORTHWEST OF THE NORTHWEST END OF A TUNNEL, ABOUT
 FC1196'200 FEET SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE OVER LOOKOUT
 FC1196'CREEK, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE RAILROAD
 FC1196'OVERPASS OVER THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 FC1196'138 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POST 3, 4 1/2
 FC1196'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1/2 FOOT BELOW
 FC1196'THE TRACK.
 FC1196
 FC1196                          STATION RECOVERY (1962)
 FC1196
 FC1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1196'RECOVERED IN GOOD CONDITION.
 FC1196
 FC1196                          STATION RECOVERY (1983)
 FC1196
 FC1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0976 ***********************************************************************
 FC0976  DESIGNATION -  H 42
 FC0976  PID         -  FC0976
 FC0976  STATE/COUNTY-  TN/BLEDSOE
 FC0976  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC0976
 FC0976                         *CURRENT SURVEY CONTROL
 FC0976  ___________________________________________________________________
 FC0976* NAD 83(1986)-  35 38 11.     (N)    085 10 20.     (W)     SCALED    
 FC0976* NAVD 88     -       260.972  (meters)     856.21   (feet)  ADJUSTED  
 FC0976  ___________________________________________________________________
 FC0976  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0976  DYNAMIC HT  -         260.726 (meters)     855.40  (feet)  COMP
 FC0976  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC0976
 FC0976  VERT ORDER  -  SECOND    CLASS 0
 FC0976
 FC0976.The horizontal coordinates were scaled from a topographic map and have
 FC0976.an estimated accuracy of +/- 6 seconds.
 FC0976
 FC0976.The orthometric height was determined by differential leveling
 FC0976.and adjusted by the National Geodetic Survey in June 1991..
 FC0976
 FC0976.The geoid height was determined by GEOID03.
 FC0976
 FC0976.The dynamic height is computed by dividing the NAVD 88
 FC0976.geopotential number by the normal gravity value computed on the
 FC0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0976.degrees latitude (g = 980.6199 gals.).
 FC0976
 FC0976.The modeled gravity was interpolated from observed gravity values.
 FC0976
 FC0976;                    North         East    Units  Estimated Accuracy
 FC0976;SPC TN       -   144,890.      674,970.      MT  (+/- 180 meters Scaled)
 FC0976
 FC0976                          SUPERSEDED SURVEY CONTROL
 FC0976
 FC0976  NGVD 29 (??/??/92)  261.023  (m)          856.37   (f) ADJ UNCH    2 0
 FC0976
 FC0976.Superseded values are not recommended for survey control.
 FC0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0976.See file dsdata.txt to determine how the superseded data were derived.
 FC0976
 FC0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE654451(NAD 83)
 FC0976_MARKER: DB = BENCH MARK DISK
 FC0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0976_STAMPING: H 42 1934
 FC0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0976+STABILITY: SURFACE MOTION
 FC0976
 FC0976  HISTORY     - Date     Condition        Report By
 FC0976  HISTORY     - 1934     MONUMENTED       CGS
 FC0976  HISTORY     - 1934     GOOD             NGS
 FC0976  HISTORY     - 1957     MARK NOT FOUND   TVA
 FC0976
 FC0976                          STATION DESCRIPTION
 FC0976
 FC0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0976'2.4 MI N FROM PIKEVILLE.
 FC0976'2.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0976'COUNTY, 48 FEET WEST OF THE SOUTHWEST CORNER OF T.C. CLARKS
 FC0976'HOUSE, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET
 FC0976'NORTH OF THE NORTH END OF A GATE, AND 1 FOOT EAST OF A WIRE
 FC0976'FENCE.  A STANDARD DISK, STAMPED H 42 1934 AND SET IN THE TOP
 FC0976'OF A CONCRETE POST.
 FC0976
 FC0976                          STATION RECOVERY (1957)
 FC0976
 FC0976'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1957
 FC0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1021 ***********************************************************************
 FC1021  DESIGNATION -  H 43
 FC1021  PID         -  FC1021
 FC1021  STATE/COUNTY-  TN/VAN BUREN
 FC1021  USGS QUAD   -  SPENCER (1974)
 FC1021
 FC1021                         *CURRENT SURVEY CONTROL
 FC1021  ___________________________________________________________________
 FC1021* NAD 83(1986)-  35 44 48.     (N)    085 27 46.     (W)     SCALED    
 FC1021* NAVD 88     -       554.503  (meters)    1819.23   (feet)  ADJUSTED  
 FC1021  ___________________________________________________________________
 FC1021  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FC1021  DYNAMIC HT  -         553.999 (meters)    1817.58  (feet)  COMP
 FC1021  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FC1021
 FC1021  VERT ORDER  -  SECOND    CLASS 0
 FC1021
 FC1021.The horizontal coordinates were scaled from a topographic map and have
 FC1021.an estimated accuracy of +/- 6 seconds.
 FC1021
 FC1021.The orthometric height was determined by differential leveling
 FC1021.and adjusted by the National Geodetic Survey in June 1991..
 FC1021
 FC1021.The geoid height was determined by GEOID03.
 FC1021
 FC1021.The dynamic height is computed by dividing the NAVD 88
 FC1021.geopotential number by the normal gravity value computed on the
 FC1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1021.degrees latitude (g = 980.6199 gals.).
 FC1021
 FC1021.The modeled gravity was interpolated from observed gravity values.
 FC1021
 FC1021;                    North         East    Units  Estimated Accuracy
 FC1021;SPC TN       -   156,940.      648,590.      MT  (+/- 180 meters Scaled)
 FC1021
 FC1021                          SUPERSEDED SURVEY CONTROL
 FC1021
 FC1021  NGVD 29 (??/??/92)  554.563  (m)         1819.43   (f) ADJ UNCH    2 0
 FC1021
 FC1021.Superseded values are not recommended for survey control.
 FC1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1021.See file dsdata.txt to determine how the superseded data were derived.
 FC1021
 FC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE389569(NAD 83)
 FC1021_MARKER: DB = BENCH MARK DISK
 FC1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1021_SP_SET: CONCRETE PORCH
 FC1021_STAMPING: H 43 1934
 FC1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1021
 FC1021  HISTORY     - Date     Condition        Report By
 FC1021  HISTORY     - 1934     MONUMENTED       CGS
 FC1021  HISTORY     - 1952     GOOD             NGS
 FC1021
 FC1021                          STATION DESCRIPTION
 FC1021
 FC1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1021'AT SPENCER.
 FC1021'AT SPENCER, VAN BUREN COUNTY, AT BURITT COLLEGE, IN FRONT OF THE
 FC1021'MAIN BUILDING, 5 FEET SOUTH OF THE MAIN ENTRANCE, IN THE CONCRETE
 FC1021'PORCH, 7 INCHES WEST OF THE WALL, AND 1 FOOT NORTH OF THE EDGE OF
 FC1021'THE PORCH.  A STANDARD DISK, STAMPED H 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1048 ***********************************************************************
 FC1048  DESIGNATION -  H 44
 FC1048  PID         -  FC1048
 FC1048  STATE/COUNTY-  TN/RHEA
 FC1048  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1048
 FC1048                         *CURRENT SURVEY CONTROL
 FC1048  ___________________________________________________________________
 FC1048* NAD 83(1986)-  35 33 21.     (N)    085 05 24.     (W)     SCALED    
 FC1048* NAVD 88     -       557.129  (meters)    1827.85   (feet)  ADJUSTED  
 FC1048  ___________________________________________________________________
 FC1048  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC1048  DYNAMIC HT  -         556.573 (meters)    1826.02  (feet)  COMP
 FC1048  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 FC1048
 FC1048  VERT ORDER  -  SECOND    CLASS 0
 FC1048
 FC1048.The horizontal coordinates were scaled from a topographic map and have
 FC1048.an estimated accuracy of +/- 6 seconds.
 FC1048
 FC1048.The orthometric height was determined by differential leveling
 FC1048.and adjusted by the National Geodetic Survey in June 1991..
 FC1048
 FC1048.The geoid height was determined by GEOID03.
 FC1048
 FC1048.The dynamic height is computed by dividing the NAVD 88
 FC1048.geopotential number by the normal gravity value computed on the
 FC1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1048.degrees latitude (g = 980.6199 gals.).
 FC1048
 FC1048.The modeled gravity was interpolated from observed gravity values.
 FC1048
 FC1048;                    North         East    Units  Estimated Accuracy
 FC1048;SPC TN       -   136,020.      682,500.      MT  (+/- 180 meters Scaled)
 FC1048
 FC1048                          SUPERSEDED SURVEY CONTROL
 FC1048
 FC1048  NGVD 29 (??/??/92)  557.178  (m)         1828.01   (f) ADJ UNCH    2 0
 FC1048
 FC1048.Superseded values are not recommended for survey control.
 FC1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1048.See file dsdata.txt to determine how the superseded data were derived.
 FC1048
 FC1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE731363(NAD 83)
 FC1048_MARKER: DB = BENCH MARK DISK
 FC1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1048_STAMPING: H 44 1934
 FC1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1048+STABILITY: SURFACE MOTION
 FC1048
 FC1048  HISTORY     - Date     Condition        Report By
 FC1048  HISTORY     - 1934     MONUMENTED       CGS
 FC1048  HISTORY     - 1952     GOOD             NGS
 FC1048  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1048
 FC1048                          STATION DESCRIPTION
 FC1048
 FC1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1048'0.9 MI E FROM MORGAN SPRINGS.
 FC1048'0.9 MILE EAST ALONG STATE HIGHWAY 30 FROM THE GENERAL STORE
 FC1048'AT MORGAN SPRINGS, RHEA COUNTY, IN FRONT OF THE J. THOMPSON
 FC1048'HOUSE IN 1934, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1048'AND 7 FEET NORTH OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FC1048'H 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1048
 FC1048                          STATION RECOVERY (1972)
 FC1048
 FC1048'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2315 ***********************************************************************
 GA2315  DESIGNATION -  H 45
 GA2315  PID         -  GA2315
 GA2315  STATE/COUNTY-  TN/KNOX
 GA2315  USGS QUAD   -  JOHN SEVIER (1992)
 GA2315
 GA2315                         *CURRENT SURVEY CONTROL
 GA2315  ___________________________________________________________________
 GA2315* NAD 83(1986)-  36 04 08.     (N)    083 50 46.     (W)     SCALED    
 GA2315* NAVD 88     -       331.653  (meters)    1088.10   (feet)  POSTED    
 GA2315  ___________________________________________________________________
 GA2315  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2315  DYNAMIC HT  -         331.350 (meters)    1087.10  (feet)  COMP
 GA2315  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA2315
 GA2315  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA2315
 GA2315.The horizontal coordinates were scaled from a topographic map and have
 GA2315.an estimated accuracy of +/- 6 seconds.
 GA2315
 GA2315.The orthometric height was determined by differential leveling
 GA2315.and adjusted by the National Geodetic Survey in 1992..
 GA2315.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA2315.rate of 3.1 thru 4.0 mm/km.
 GA2315
 GA2315.The geoid height was determined by GEOID03.
 GA2315
 GA2315.The dynamic height is computed by dividing the NAVD 88
 GA2315.geopotential number by the normal gravity value computed on the
 GA2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2315.degrees latitude (g = 980.6199 gals.).
 GA2315
 GA2315.The modeled gravity was interpolated from observed gravity values.
 GA2315
 GA2315;                    North         East    Units  Estimated Accuracy
 GA2315;SPC TN       -   194,690.      794,010.      MT  (+/- 180 meters Scaled)
 GA2315
 GA2315                          SUPERSEDED SURVEY CONTROL
 GA2315
 GA2315  NGVD 29 (??/??/92)  331.757  (m)         1088.44   (f) ADJ UNCH    2 0
 GA2315
 GA2315.Superseded values are not recommended for survey control.
 GA2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2315.See file dsdata.txt to determine how the superseded data were derived.
 GA2315
 GA2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV436953(NAD 83)
 GA2315_MARKER: DB = BENCH MARK DISK
 GA2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2315_STAMPING: H 45 1934
 GA2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2315+STABILITY: SURFACE MOTION
 GA2315
 GA2315  HISTORY     - Date     Condition        Report By
 GA2315  HISTORY     - 1934     MONUMENTED       CGS
 GA2315  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2315  HISTORY     - 1969     MARK NOT FOUND   TNDT
 GA2315
 GA2315                          STATION DESCRIPTION
 GA2315
 GA2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2315'1.5 MI S FROM MALONEYVILLE.
 GA2315'1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2315'MALONEYVILLE, KNOX COUNTY, 6 POLES NORTH OF MILEPOST 10, 4-1/2
 GA2315'RAILS SOUTH OF A ROAD CROSSING, 21 FEET EAST OF THE CENTERLINE
 GA2315'OF A SECONDARY ROAD WEST OF THE TRACK, 17 FEET WEST OF THE WEST
 GA2315'RAIL, AND 50 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.  A
 GA2315'STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A CONCRETE
 GA2315'POST.
 GA2315
 GA2315                          STATION RECOVERY (1969)
 GA2315
 GA2315'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2277 ***********************************************************************
 GA2277  DESIGNATION -  H 46
 GA2277  PID         -  GA2277
 GA2277  STATE/COUNTY-  TN/CLAIBORNE
 GA2277  USGS QUAD   -  CLOUDS (1952)
 GA2277
 GA2277                         *CURRENT SURVEY CONTROL
 GA2277  ___________________________________________________________________
 GA2277* NAD 83(1986)-  36 28 45.     (N)    083 40 24.     (W)     SCALED    
 GA2277* NAVD 88     -       349.607  (meters)    1147.00   (feet)  ADJUSTED  
 GA2277  ___________________________________________________________________
 GA2277  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2277  DYNAMIC HT  -         349.289 (meters)    1145.96  (feet)  COMP
 GA2277  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2277
 GA2277  VERT ORDER  -  SECOND    CLASS 0
 GA2277
 GA2277.The horizontal coordinates were scaled from a topographic map and have
 GA2277.an estimated accuracy of +/- 6 seconds.
 GA2277
 GA2277.The orthometric height was determined by differential leveling
 GA2277.and adjusted by the National Geodetic Survey in June 1991..
 GA2277
 GA2277.The geoid height was determined by GEOID03.
 GA2277
 GA2277.The dynamic height is computed by dividing the NAVD 88
 GA2277.geopotential number by the normal gravity value computed on the
 GA2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2277.degrees latitude (g = 980.6199 gals.).
 GA2277
 GA2277.The modeled gravity was interpolated from observed gravity values.
 GA2277
 GA2277;                    North         East    Units  Estimated Accuracy
 GA2277;SPC TN       -   240,560.      808,490.      MT  (+/- 180 meters Scaled)
 GA2277
 GA2277                          SUPERSEDED SURVEY CONTROL
 GA2277
 GA2277  NGVD 29 (??/??/92)  349.736  (m)         1147.43   (f) ADJ UNCH    2 0
 GA2277
 GA2277.Superseded values are not recommended for survey control.
 GA2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2277.See file dsdata.txt to determine how the superseded data were derived.
 GA2277
 GA2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA604404(NAD 83)
 GA2277_MARKER: DB = BENCH MARK DISK
 GA2277_SETTING: 66 = SET IN ROCK OUTCROP
 GA2277_SP_SET: BEDROCK
 GA2277_STAMPING: H 46 1934
 GA2277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2277+STABILITY: POSITION/ELEVATION WELL
 GA2277
 GA2277  HISTORY     - Date     Condition        Report By
 GA2277  HISTORY     - 1934     MONUMENTED       CGS
 GA2277  HISTORY     - 1949     GOOD             NGS
 GA2277
 GA2277                          STATION DESCRIPTION
 GA2277
 GA2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2277'6 MI SE FROM ARTHUR.
 GA2277'6.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2277'STATION AT ARTHUR, CLAIBORNE COUNTY, AT MILEAGE 55.2, 15 FEET
 GA2277'NORTH OF THE FOUNDATION OF THE OLD LONESOME VALLEY WATERTANK,
 GA2277'90 FEET NORTHWEST OF THE NEW WATERTANK, 89 FEET NORTHWEST OF
 GA2277'THE TOP CORNER OF THE WEST FOUNDATION, 40.5 FEET WEST OF THE
 GA2277'WEST RAIL, 15 FEET WEST OF AN ABANDONED TRACK BED, 58.3 FEET
 GA2277'NORTHEAST OF A NAIL AND BOTTLE CAP IN A 14-INCH OAK TREE,
 GA2277'43.3 FEET NORTH OF A NAIL AND BOTTLE CAP IN A TELEPHONE POLE,
 GA2277'20 FEET SOUTHEAST OF THE TOE OF A CUT, AND IN BEDROCK.  A STANDARD
 GA2277'DISK, STAMPED H 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1152 ***********************************************************************
 FB1152  DESIGNATION -  H 47
 FB1152  PID         -  FB1152
 FB1152  STATE/COUNTY-  TN/SEVIER
 FB1152  USGS QUAD   -  SHADY GROVE (1980)
 FB1152
 FB1152                         *CURRENT SURVEY CONTROL
 FB1152  ___________________________________________________________________
 FB1152* NAD 83(1986)-  35 54 40.     (N)    083 22 59.     (W)     SCALED    
 FB1152* NAVD 88     -       334.995  (meters)    1099.06   (feet)  ADJUSTED  
 FB1152  ___________________________________________________________________
 FB1152  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FB1152  DYNAMIC HT  -         334.678 (meters)    1098.02  (feet)  COMP
 FB1152  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 FB1152
 FB1152  VERT ORDER  -  SECOND    CLASS 0
 FB1152
 FB1152.The horizontal coordinates were scaled from a topographic map and have
 FB1152.an estimated accuracy of +/- 6 seconds.
 FB1152
 FB1152.The orthometric height was determined by differential leveling
 FB1152.and adjusted by the National Geodetic Survey in June 1991..
 FB1152
 FB1152.The geoid height was determined by GEOID03.
 FB1152
 FB1152.The dynamic height is computed by dividing the NAVD 88
 FB1152.geopotential number by the normal gravity value computed on the
 FB1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1152.degrees latitude (g = 980.6199 gals.).
 FB1152
 FB1152.The modeled gravity was interpolated from observed gravity values.
 FB1152
 FB1152;                    North         East    Units  Estimated Accuracy
 FB1152;SPC TN       -   178,210.      836,180.      MT  (+/- 180 meters Scaled)
 FB1152
 FB1152                          SUPERSEDED SURVEY CONTROL
 FB1152
 FB1152  NGVD 29 (??/??/92)  335.146  (m)         1099.56   (f) ADJ UNCH    2 0
 FB1152
 FB1152.Superseded values are not recommended for survey control.
 FB1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1152.See file dsdata.txt to determine how the superseded data were derived.
 FB1152
 FB1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849767(NAD 83)
 FB1152_MARKER: DB = BENCH MARK DISK
 FB1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1152_STAMPING: H 47 1934
 FB1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1152+STABILITY: SURFACE MOTION
 FB1152
 FB1152  HISTORY     - Date     Condition        Report By
 FB1152  HISTORY     - 1934     MONUMENTED       CGS
 FB1152  HISTORY     - 1936     GOOD             NGS
 FB1152
 FB1152                          STATION DESCRIPTION
 FB1152
 FB1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1152'12.8 MI E FROM SEVIERVILLE.
 FB1152'12.8 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1152'COUNTY, 500 FEET EAST OF A WOODEN BRIDGE, 100 FEET EAST OF THE
 FB1152'HOLLIS DENTEN MAIL BOX, 25 FEET SOUTH OF THE CENTERLINE OF THE
 FB1152'HIGHWAY, AT A NORTH-AND-SOUTH SECTION FENCE, 48 FEET SOUTH-SOUTHEAST
 FB1152'OF POWERLINE POLE 177 AND 7 FEET SOUTH OF THE NORTHWEST FENCE
 FB1152'CORNER, 1 FOOT EAST OF A STEEL WITNESS POST.  A STANDARD DISK,
 FB1152'STAMPED H 47 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FB1152'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0964 ***********************************************************************
 GB0964  DESIGNATION -  H 48
 GB0964  PID         -  GB0964
 GB0964  STATE/COUNTY-  TN/FENTRESS
 GB0964  USGS QUAD   -  GRIMSLEY (1984)
 GB0964
 GB0964                         *CURRENT SURVEY CONTROL
 GB0964  ___________________________________________________________________
 GB0964* NAD 83(1986)-  36 16 02.     (N)    084 59 04.     (W)     SCALED    
 GB0964* NAVD 88     -       533.970  (meters)    1751.87   (feet)  ADJUSTED  
 GB0964  ___________________________________________________________________
 GB0964  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0964  DYNAMIC HT  -         533.487 (meters)    1750.28  (feet)  COMP
 GB0964  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GB0964
 GB0964  VERT ORDER  -  SECOND    CLASS 0
 GB0964
 GB0964.The horizontal coordinates were scaled from a topographic map and have
 GB0964.an estimated accuracy of +/- 6 seconds.
 GB0964
 GB0964.The orthometric height was determined by differential leveling
 GB0964.and adjusted by the National Geodetic Survey in June 1991..
 GB0964
 GB0964.The geoid height was determined by GEOID03.
 GB0964
 GB0964.The dynamic height is computed by dividing the NAVD 88
 GB0964.geopotential number by the normal gravity value computed on the
 GB0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0964.degrees latitude (g = 980.6199 gals.).
 GB0964
 GB0964.The modeled gravity was interpolated from observed gravity values.
 GB0964
 GB0964;                    North         East    Units  Estimated Accuracy
 GB0964;SPC TN       -   215,040.      691,250.      MT  (+/- 180 meters Scaled)
 GB0964
 GB0964                          SUPERSEDED SURVEY CONTROL
 GB0964
 GB0964  NGVD 29 (??/??/92)  534.053  (m)         1752.14   (f) ADJ UNCH    2 0
 GB0964
 GB0964.Superseded values are not recommended for survey control.
 GB0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0964.See file dsdata.txt to determine how the superseded data were derived.
 GB0964
 GB0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF810154(NAD 83)
 GB0964_MARKER: DB = BENCH MARK DISK
 GB0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0964_STAMPING: H 48 1934
 GB0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0964+STABILITY: SURFACE MOTION
 GB0964
 GB0964  HISTORY     - Date     Condition        Report By
 GB0964  HISTORY     - 1934     MONUMENTED       CGS
 GB0964
 GB0964                          STATION DESCRIPTION
 GB0964
 GB0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0964'AT GRIMSLEY.
 GB0964'AT GRIMSLEY, FENTRESS COUNTY, ON STATE HIGHWAY 28, 70 FEET
 GB0964'NORTHEAST OF THE POST OFFICE, IN THE SOUTHEAST CORNER OF THE
 GB0964'YARD, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 GB0964'STANDARD DISK, STAMPED H 48 1934 AND SET IN THE TOP OF A CONCRETE
 GB0964'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0949 ***********************************************************************
 GB0949  DESIGNATION -  H 49
 GB0949  PID         -  GB0949
 GB0949  STATE/COUNTY-  TN/SCOTT
 GB0949  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0949
 GB0949                         *CURRENT SURVEY CONTROL
 GB0949  ___________________________________________________________________
 GB0949* NAD 83(1986)-  36 24 45.     (N)    084 32 09.     (W)     SCALED    
 GB0949* NAVD 88     -       437.011  (meters)    1433.76   (feet)  ADJUSTED  
 GB0949  ___________________________________________________________________
 GB0949  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0949  DYNAMIC HT  -         436.641 (meters)    1432.55  (feet)  COMP
 GB0949  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GB0949
 GB0949  VERT ORDER  -  SECOND    CLASS 0
 GB0949
 GB0949.The horizontal coordinates were scaled from a topographic map and have
 GB0949.an estimated accuracy of +/- 6 seconds.
 GB0949
 GB0949.The orthometric height was determined by differential leveling
 GB0949.and adjusted by the National Geodetic Survey in June 1991..
 GB0949
 GB0949.The geoid height was determined by GEOID03.
 GB0949
 GB0949.The dynamic height is computed by dividing the NAVD 88
 GB0949.geopotential number by the normal gravity value computed on the
 GB0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0949.degrees latitude (g = 980.6199 gals.).
 GB0949
 GB0949.The modeled gravity was interpolated from observed gravity values.
 GB0949
 GB0949;                    North         East    Units  Estimated Accuracy
 GB0949;SPC TN       -   231,670.      731,320.      MT  (+/- 180 meters Scaled)
 GB0949
 GB0949                          SUPERSEDED SURVEY CONTROL
 GB0949
 GB0949  NGVD 29 (??/??/92)  437.141  (m)         1434.19   (f) ADJ UNCH    2 0
 GB0949
 GB0949.Superseded values are not recommended for survey control.
 GB0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0949.See file dsdata.txt to determine how the superseded data were derived.
 GB0949
 GB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF209325(NAD 83)
 GB0949_MARKER: DB = BENCH MARK DISK
 GB0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0949_STAMPING: H 49 1934
 GB0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0949+STABILITY: SURFACE MOTION
 GB0949
 GB0949  HISTORY     - Date     Condition        Report By
 GB0949  HISTORY     - 1934     MONUMENTED       CGS
 GB0949  HISTORY     - 1935     GOOD             NGS
 GB0949
 GB0949                          STATION DESCRIPTION
 GB0949
 GB0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0949'1.4 MI S FROM HELENWOOD.
 GB0949'1.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM HELENWOOD, SCOTT
 GB0949'COUNTY, 100 FEET EAST OF THE AIRLINE TEA ROOM, AT THE JUNCTION OF
 GB0949'STATE HIGHWAY 63, 65 FEET EAST OF THE CENTER OF THE JUNCTION,
 GB0949'AND 12 FEET FROM THE EDGE OF A DITCH.  A STANDARD DISK, STAMPED
 GB0949'H 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0577 ***********************************************************************
 GB0577  DESIGNATION -  H 50
 GB0577  PID         -  GB0577
 GB0577  STATE/COUNTY-  TN/ANDERSON
 GB0577  USGS QUAD   -  LAKE CITY (1973)
 GB0577
 GB0577                         *CURRENT SURVEY CONTROL
 GB0577  ___________________________________________________________________
 GB0577* NAD 83(1986)-  36 12 22.     (N)    084 08 53.     (W)     SCALED    
 GB0577* NAVD 88     -       267.384  (meters)     877.24   (feet)  ADJUSTED  
 GB0577  ___________________________________________________________________
 GB0577  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB0577  DYNAMIC HT  -         267.143 (meters)     876.45  (feet)  COMP
 GB0577  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 GB0577
 GB0577  VERT ORDER  -  SECOND    CLASS 0
 GB0577
 GB0577.The horizontal coordinates were scaled from a topographic map and have
 GB0577.an estimated accuracy of +/- 6 seconds.
 GB0577
 GB0577.The orthometric height was determined by differential leveling
 GB0577.and adjusted by the National Geodetic Survey in June 1991..
 GB0577
 GB0577.The geoid height was determined by GEOID03.
 GB0577
 GB0577.The dynamic height is computed by dividing the NAVD 88
 GB0577.geopotential number by the normal gravity value computed on the
 GB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0577.degrees latitude (g = 980.6199 gals.).
 GB0577
 GB0577.The modeled gravity was interpolated from observed gravity values.
 GB0577
 GB0577;                    North         East    Units  Estimated Accuracy
 GB0577;SPC TN       -   209,360.      766,530.      MT  (+/- 180 meters Scaled)
 GB0577
 GB0577                          SUPERSEDED SURVEY CONTROL
 GB0577
 GB0577  NGVD 29 (??/??/92)  267.527  (m)          877.71   (f) ADJ UNCH    2 0
 GB0577
 GB0577.Superseded values are not recommended for survey control.
 GB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0577.See file dsdata.txt to determine how the superseded data were derived.
 GB0577
 GB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564105(NAD 83)
 GB0577_MARKER: DB = BENCH MARK DISK
 GB0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0577_STAMPING: H 50 1934
 GB0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0577+STABILITY: SURFACE MOTION
 GB0577
 GB0577  HISTORY     - Date     Condition        Report By
 GB0577  HISTORY     - 1934     MONUMENTED       CGS
 GB0577  HISTORY     - 1949     GOOD             NGS
 GB0577  HISTORY     - 1973     GOOD             TVA
 GB0577
 GB0577                          STATION DESCRIPTION
 GB0577
 GB0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0577'1.1 MI S FROM COAL CREEK.
 GB0577'1.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0577'ANDERSON COUNTY, 22 RAILS NORTH OF MILEPOST 30, 30 FEET NORTH
 GB0577'OF THE GRADE CROSSING, 18 FEET EAST OF THE TRACK, 8 FEET
 GB0577'SOUTHEAST OF A POLE, 1 FOOT EAST OF A FENCE, AND NEAR A STEEL
 GB0577'POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED H
 GB0577'50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0577
 GB0577                          STATION RECOVERY (1973)
 GB0577
 GB0577'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0113 ***********************************************************************
 GB0113  DESIGNATION -  H 51
 GB0113  PID         -  GB0113
 GB0113  STATE/COUNTY-  TN/CAMPBELL
 GB0113  USGS QUAD   -  JELLICO EAST (1982)
 GB0113
 GB0113                         *CURRENT SURVEY CONTROL
 GB0113  ___________________________________________________________________
 GB0113* NAD 83(1986)-  36 32 33.     (N)    084 04 26.     (W)     SCALED    
 GB0113* NAVD 88     -       332.132  (meters)    1089.67   (feet)  ADJUSTED  
 GB0113  ___________________________________________________________________
 GB0113  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0113  DYNAMIC HT  -         331.841 (meters)    1088.71  (feet)  COMP
 GB0113  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 GB0113
 GB0113  VERT ORDER  -  SECOND    CLASS 0
 GB0113
 GB0113.The horizontal coordinates were scaled from a topographic map and have
 GB0113.an estimated accuracy of +/- 6 seconds.
 GB0113
 GB0113.The orthometric height was determined by differential leveling
 GB0113.and adjusted by the National Geodetic Survey in June 1991..
 GB0113
 GB0113.The geoid height was determined by GEOID03.
 GB0113
 GB0113.The dynamic height is computed by dividing the NAVD 88
 GB0113.geopotential number by the normal gravity value computed on the
 GB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0113.degrees latitude (g = 980.6199 gals.).
 GB0113
 GB0113.The modeled gravity was interpolated from observed gravity values.
 GB0113
 GB0113;                    North         East    Units  Estimated Accuracy
 GB0113;SPC TN       -   246,810.      772,460.      MT  (+/- 180 meters Scaled)
 GB0113
 GB0113                          SUPERSEDED SURVEY CONTROL
 GB0113
 GB0113  NGVD 29 (??/??/92)  332.274  (m)         1090.14   (f) ADJ UNCH    2 0
 GB0113
 GB0113.Superseded values are not recommended for survey control.
 GB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0113.See file dsdata.txt to determine how the superseded data were derived.
 GB0113
 GB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF619481(NAD 83)
 GB0113_MARKER: DB = BENCH MARK DISK
 GB0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0113_SP_SET: ABUTMENT
 GB0113_STAMPING: H 51 1934
 GB0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0113
 GB0113  HISTORY     - Date     Condition        Report By
 GB0113  HISTORY     - 1934     MONUMENTED       CGS
 GB0113
 GB0113                          STATION DESCRIPTION
 GB0113
 GB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0113'1.6 MI NE FROM CHASKA.
 GB0113'1.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0113'FROM CHASKA, CAMPBELL COUNTY, AT BRIDGE 69, AND IN THE TOP OF THE
 GB0113'NORTH END OF THE BACK WALL OF THE EAST ABUTMENT.  A STANDARD
 GB0113'DISK, STAMPED H 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0369 ***********************************************************************
 GA0369  DESIGNATION -  H 52
 GA0369  PID         -  GA0369
 GA0369  STATE/COUNTY-  TN/UNICOI
 GA0369  USGS QUAD   -  CHESTOA (1978)
 GA0369
 GA0369                         *CURRENT SURVEY CONTROL
 GA0369  ___________________________________________________________________
 GA0369* NAD 83(1986)-  36 06 24.     (N)    082 26 41.     (W)     SCALED    
 GA0369* NAVD 88     -       520.992  (meters)    1709.29   (feet)  ADJUSTED  
 GA0369  ___________________________________________________________________
 GA0369  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA0369  DYNAMIC HT  -         520.473 (meters)    1707.59  (feet)  COMP
 GA0369  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 GA0369
 GA0369  VERT ORDER  -  SECOND    CLASS 0
 GA0369
 GA0369.The horizontal coordinates were scaled from a topographic map and have
 GA0369.an estimated accuracy of +/- 6 seconds.
 GA0369
 GA0369.The orthometric height was determined by differential leveling
 GA0369.and adjusted by the National Geodetic Survey in June 1991..
 GA0369
 GA0369.The geoid height was determined by GEOID03.
 GA0369
 GA0369.The dynamic height is computed by dividing the NAVD 88
 GA0369.geopotential number by the normal gravity value computed on the
 GA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0369.degrees latitude (g = 980.6199 gals.).
 GA0369
 GA0369.The modeled gravity was interpolated from observed gravity values.
 GA0369
 GA0369;                    North         East    Units  Estimated Accuracy
 GA0369;SPC TN       -   202,560.      920,040.      MT  (+/- 180 meters Scaled)
 GA0369
 GA0369                          SUPERSEDED SURVEY CONTROL
 GA0369
 GA0369  NGVD 29 (??/??/92)  521.110  (m)         1709.68   (f) ADJ UNCH    2 0
 GA0369
 GA0369.Superseded values are not recommended for survey control.
 GA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0369.See file dsdata.txt to determine how the superseded data were derived.
 GA0369
 GA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV699967(NAD 83)
 GA0369_MARKER: DB = BENCH MARK DISK
 GA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0369_STAMPING: H 52 1934
 GA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0369+STABILITY: SURFACE MOTION
 GA0369
 GA0369  HISTORY     - Date     Condition        Report By
 GA0369  HISTORY     - 1934     MONUMENTED       CGS
 GA0369  HISTORY     - 1936     GOOD             NGS
 GA0369  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 GA0369
 GA0369                          STATION DESCRIPTION
 GA0369
 GA0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0369'3.2 MI SW FROM EWRIN.
 GA0369'3.2 MILES SOUTHWEST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GA0369'STATION AT ERWIN, UNICOI COUNTY, 9-1/2 RAILS WEST OF THE CROSSING
 GA0369'OF U.S. HIGHWAY 23, 22 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GA0369'AND 4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED H 52 1934 AND
 GA0369'SET IN THE TOP OF A CONCRETE POST.
 GA0369
 GA0369                          STATION RECOVERY (1936)
 GA0369
 GA0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 GA0369'RECOVERED IN GOOD CONDITION.
 GA0369
 GA0369                          STATION RECOVERY (1965)
 GA0369
 GA0369'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 GA0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1803 ***********************************************************************
 FB1803  DESIGNATION -  H 53
 FB1803  PID         -  FB1803
 FB1803  STATE/COUNTY-  TN/SEVIER
 FB1803  USGS QUAD   -  GATLINBURG (1979)
 FB1803
 FB1803                         *CURRENT SURVEY CONTROL
 FB1803  ___________________________________________________________________
 FB1803* NAD 83(1986)-  35 39 22.     (N)    083 31 03.     (W)     SCALED    
 FB1803* NAVD 88     -       619.546  (meters)    2032.63   (feet)  ADJUSTED  
 FB1803  ___________________________________________________________________
 FB1803  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FB1803  DYNAMIC HT  -         618.916 (meters)    2030.56  (feet)  COMP
 FB1803  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 FB1803
 FB1803  VERT ORDER  -  SECOND    CLASS 0
 FB1803
 FB1803.The horizontal coordinates were scaled from a topographic map and have
 FB1803.an estimated accuracy of +/- 6 seconds.
 FB1803
 FB1803.The orthometric height was determined by differential leveling
 FB1803.and adjusted by the National Geodetic Survey in June 1991..
 FB1803
 FB1803.The geoid height was determined by GEOID03.
 FB1803
 FB1803.The dynamic height is computed by dividing the NAVD 88
 FB1803.geopotential number by the normal gravity value computed on the
 FB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1803.degrees latitude (g = 980.6199 gals.).
 FB1803
 FB1803.The modeled gravity was interpolated from observed gravity values.
 FB1803
 FB1803;                    North         East    Units  Estimated Accuracy
 FB1803;SPC TN       -   149,610.      824,760.      MT  (+/- 180 meters Scaled)
 FB1803
 FB1803                          SUPERSEDED SURVEY CONTROL
 FB1803
 FB1803  NGVD 29 (??/??/92)  619.628  (m)         2032.90   (f) ADJ UNCH    2 0
 FB1803
 FB1803.Superseded values are not recommended for survey control.
 FB1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1803.See file dsdata.txt to determine how the superseded data were derived.
 FB1803
 FB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720487(NAD 83)
 FB1803_MARKER: DB = BENCH MARK DISK
 FB1803_SETTING: 80 = SET IN A BOULDER
 FB1803_SP_SET: BOULDER
 FB1803_STAMPING: H 53 1934
 FB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1803+STABILITY: SURFACE MOTION
 FB1803
 FB1803  HISTORY     - Date     Condition        Report By
 FB1803  HISTORY     - 1934     MONUMENTED       CGS
 FB1803  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB1803
 FB1803                          STATION DESCRIPTION
 FB1803
 FB1803'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB1803'4.7 MI SE FROM GATLINBURG.
 FB1803'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1803'2.7 MILES SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 73,
 FB1803'23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A HOLLOW,
 FB1803'IN THE TOP OF A LARGE BOULDER, AND 3 FEET SOUTH OF THE NORTH
 FB1803'EDGE.  A STANDARD DISK, STAMPED H 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1889 ***********************************************************************
 GA1889  DESIGNATION -  H 55
 GA1889  PID         -  GA1889
 GA1889  STATE/COUNTY-  TN/HAWKINS
 GA1889  USGS QUAD   -  CAMELOT (1976)
 GA1889
 GA1889                         *CURRENT SURVEY CONTROL
 GA1889  ___________________________________________________________________
 GA1889* NAD 83(1986)-  36 28 51.     (N)    083 00 08.     (W)     SCALED    
 GA1889* NAVD 88     -       400.841  (meters)    1315.09   (feet)  ADJUSTED  
 GA1889  ___________________________________________________________________
 GA1889  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1889  DYNAMIC HT  -         400.476 (meters)    1313.89  (feet)  COMP
 GA1889  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 GA1889
 GA1889  VERT ORDER  -  SECOND    CLASS 0
 GA1889
 GA1889.The horizontal coordinates were scaled from a topographic map and have
 GA1889.an estimated accuracy of +/- 6 seconds.
 GA1889
 GA1889.The orthometric height was determined by differential leveling
 GA1889.and adjusted by the National Geodetic Survey in June 1991..
 GA1889
 GA1889.The geoid height was determined by GEOID03.
 GA1889
 GA1889.The dynamic height is computed by dividing the NAVD 88
 GA1889.geopotential number by the normal gravity value computed on the
 GA1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1889.degrees latitude (g = 980.6199 gals.).
 GA1889
 GA1889.The modeled gravity was interpolated from observed gravity values.
 GA1889
 GA1889;                    North         East    Units  Estimated Accuracy
 GA1889;SPC TN       -   242,380.      868,600.      MT  (+/- 180 meters Scaled)
 GA1889
 GA1889                          SUPERSEDED SURVEY CONTROL
 GA1889
 GA1889  NGVD 29 (??/??/92)  400.984  (m)         1315.56   (f) ADJ UNCH    2 0
 GA1889
 GA1889.Superseded values are not recommended for survey control.
 GA1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1889.See file dsdata.txt to determine how the superseded data were derived.
 GA1889
 GA1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA206391(NAD 83)
 GA1889_MARKER: DB = BENCH MARK DISK
 GA1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1889+STABILITY: SURFACE MOTION
 GA1889
 GA1889  HISTORY     - Date     Condition        Report By
 GA1889  HISTORY     - UNK      MONUMENTED       CGS
 GA1889  HISTORY     - 1934     GOOD             NGS
 GA1889  HISTORY     - 1949     GOOD             TVA
 GA1889
 GA1889                          STATION DESCRIPTION
 GA1889
 GA1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1889'7.6 MI N FROM ROGERSVILLE.
 GA1889'AT THE JUNCTION OF STATE HIGHWAYS NOS. 70 AND 94.  30 FEET EAST
 GA1889'OF CENTER OF HIGHWAY 70.  90 FEET NORTH OF JUNCTION.  10 FEET E OF
 GA1889'GAP IN FENCE LINE, 6 INCHES ABOVE GROUND.  NOTE-- 22.3 FEET N 65 E
 GA1889'TO 20 INCH APPLE TREE, 49.4 FEET N 70 W TO NE COR. BARN, 60.5
 GA1889'FEET S 25 W TO NE COR. OF PURE SERVICE STATION.
 GA1889
 GA1889                          STATION RECOVERY (1949)
 GA1889
 GA1889'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1890 ***********************************************************************
 GA1890  DESIGNATION -  H 55 RESET
 GA1890  PID         -  GA1890
 GA1890  STATE/COUNTY-  TN/HAWKINS
 GA1890  USGS QUAD   -  CAMELOT (1976)
 GA1890
 GA1890                         *CURRENT SURVEY CONTROL
 GA1890  ___________________________________________________________________
 GA1890* NAD 83(1986)-  36 28 51.     (N)    083 00 08.     (W)     SCALED    
 GA1890* NAVD 88     -       401.31   (+/-2cm)    1316.6    (feet)  VERTCON   
 GA1890  ___________________________________________________________________
 GA1890  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1890
 GA1890  VERT ORDER  -  THIRD (See Below)
 GA1890
 GA1890.The horizontal coordinates were scaled from a topographic map and have
 GA1890.an estimated accuracy of +/- 6 seconds.
 GA1890
 GA1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1890.The vertical order pertains to the NGVD 29 superseded value.
 GA1890
 GA1890.The geoid height was determined by GEOID03.
 GA1890
 GA1890;                    North         East    Units  Estimated Accuracy
 GA1890;SPC TN       -   242,380.      868,600.      MT  (+/- 180 meters Scaled)
 GA1890
 GA1890                          SUPERSEDED SURVEY CONTROL
 GA1890
 GA1890  NGVD 29 (??/??/??)  401.46   (m)         1317.1    (f) RESET       3  
 GA1890
 GA1890.Superseded values are not recommended for survey control.
 GA1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1890.See file dsdata.txt to determine how the superseded data were derived.
 GA1890
 GA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA206391(NAD 83)
 GA1890_MARKER: DD = SURVEY DISK
 GA1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1890_STAMPING: H 55 RESET 1950
 GA1890_MARK LOGO: TVA   
 GA1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1890+STABILITY: SURFACE MOTION
 GA1890
 GA1890  HISTORY     - Date     Condition        Report By
 GA1890  HISTORY     - 1950     MONUMENTED       TVA
 GA1890  HISTORY     - 1950     GOOD             NGS
 GA1890
 GA1890                          STATION DESCRIPTION
 GA1890
 GA1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA1890'7.2 MI N FROM ROGERSVILLE.
 GA1890'7.2 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, AT
 GA1890'ALUMWELL, AT THE JUNCTION OF STATE HIGHWAY 74, 134 FEET SOUTHEAST
 GA1890'OF THE CENTER OF THE JUNCTION, 93 FEET SOUTH OF THE CENTERLINE OF
 GA1890'STATE HIGHWAY 70, 70.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GA1890'OF AN OLD DOUBLE GARAGE (NOW A CHICKEN HOUSE), 12.7 FEET SOUTH
 GA1890'OF A NAIL AND BOTTLE CAP IN A POWER-TRANSMISSION LINE POLE,
 GA1890'49.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY FRAME
 GA1890'HOUSE WITH STONE FOUNDATION, 7 FEET EAST OF A CULTIVATED FIELD,
 GA1890'AND 1.3 FEET SOUTH OF A STEEL POST WITH CONTROL MARKER SIGN.  A
 GA1890'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED H 55 RESET
 GA1890'1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 GA1890'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0746 ***********************************************************************
 GA0746  DESIGNATION -  H 56
 GA0746  PID         -  GA0746
 GA0746  STATE/COUNTY-  TN/GREENE
 GA0746  USGS QUAD   -  GREENEVILLE (1961)
 GA0746
 GA0746                         *CURRENT SURVEY CONTROL
 GA0746  ___________________________________________________________________
 GA0746* NAD 83(1986)-  36 09 54.     (N)    082 50 09.     (W)     SCALED    
 GA0746* NAVD 88     -       474.067  (meters)    1555.33   (feet)  ADJUSTED  
 GA0746  ___________________________________________________________________
 GA0746  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0746  DYNAMIC HT  -         473.615 (meters)    1553.85  (feet)  COMP
 GA0746  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 GA0746
 GA0746  VERT ORDER  -  SECOND    CLASS 0
 GA0746
 GA0746.The horizontal coordinates were scaled from a topographic map and have
 GA0746.an estimated accuracy of +/- 6 seconds.
 GA0746
 GA0746.The orthometric height was determined by differential leveling
 GA0746.and adjusted by the National Geodetic Survey in June 1991..
 GA0746
 GA0746.The geoid height was determined by GEOID03.
 GA0746
 GA0746.The dynamic height is computed by dividing the NAVD 88
 GA0746.geopotential number by the normal gravity value computed on the
 GA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0746.degrees latitude (g = 980.6199 gals.).
 GA0746
 GA0746.The modeled gravity was interpolated from observed gravity values.
 GA0746
 GA0746;                    North         East    Units  Estimated Accuracy
 GA0746;SPC TN       -   207,830.      884,640.      MT  (+/- 180 meters Scaled)
 GA0746
 GA0746                          SUPERSEDED SURVEY CONTROL
 GA0746
 GA0746  NGVD 29 (??/??/92)  474.190  (m)         1555.74   (f) ADJ UNCH    2 0
 GA0746
 GA0746.Superseded values are not recommended for survey control.
 GA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0746.See file dsdata.txt to determine how the superseded data were derived.
 GA0746
 GA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA348038(NAD 83)
 GA0746_MARKER: DB = BENCH MARK DISK
 GA0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0746_SP_SET: UNDERPASS
 GA0746_STAMPING: H 56 1934
 GA0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0746
 GA0746  HISTORY     - Date     Condition        Report By
 GA0746  HISTORY     - 1934     MONUMENTED       CGS
 GA0746  HISTORY     - 1950     GOOD             TVA
 GA0746
 GA0746                          STATION DESCRIPTION
 GA0746
 GA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0746'AT GREENEVILLE.
 GA0746'AT GREENEVILLE, GREENE COUNTY, ON THE SOUTHERN RAILWAY, AT THE
 GA0746'DEPOT STREET UNDERPASS, AND IN THE TOP OF THE SOUTHEAST CORNER
 GA0746'OF THE EAST CONCRETE RETAINING WALL.  A STANDARD DISK, STAMPED
 GA0746'H 56 1934.
 GA0746
 GA0746                          STATION RECOVERY (1950)
 GA0746
 GA0746'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0565 ***********************************************************************
 GA0565  DESIGNATION -  H 57
 GA0565  PID         -  GA0565
 GA0565  STATE/COUNTY-  TN/WASHINGTON
 GA0565  USGS QUAD   -  JONESBOROUGH (1968)
 GA0565
 GA0565                         *CURRENT SURVEY CONTROL
 GA0565  ___________________________________________________________________
 GA0565* NAD 83(1986)-  36 18 16.     (N)    082 23 35.     (W)     SCALED    
 GA0565* NAVD 88     -       522.958  (meters)    1715.74   (feet)  ADJUSTED  
 GA0565  ___________________________________________________________________
 GA0565  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0565  DYNAMIC HT  -         522.462 (meters)    1714.11  (feet)  COMP
 GA0565  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 GA0565
 GA0565  VERT ORDER  -  SECOND    CLASS 0
 GA0565
 GA0565.The horizontal coordinates were scaled from a topographic map and have
 GA0565.an estimated accuracy of +/- 6 seconds.
 GA0565
 GA0565.The orthometric height was determined by differential leveling
 GA0565.and adjusted by the National Geodetic Survey in June 1991..
 GA0565
 GA0565.The geoid height was determined by GEOID03.
 GA0565
 GA0565.The dynamic height is computed by dividing the NAVD 88
 GA0565.geopotential number by the normal gravity value computed on the
 GA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0565.degrees latitude (g = 980.6199 gals.).
 GA0565
 GA0565.The modeled gravity was interpolated from observed gravity values.
 GA0565
 GA0565;                    North         East    Units  Estimated Accuracy
 GA0565;SPC TN       -   224,670.      923,880.      MT  (+/- 180 meters Scaled)
 GA0565
 GA0565                          SUPERSEDED SURVEY CONTROL
 GA0565
 GA0565  NGVD 29 (??/??/92)  523.098  (m)         1716.20   (f) ADJ UNCH    2 0
 GA0565
 GA0565.Superseded values are not recommended for survey control.
 GA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0565.See file dsdata.txt to determine how the superseded data were derived.
 GA0565
 GA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA749186(NAD 83)
 GA0565_MARKER: DB = BENCH MARK DISK
 GA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0565_STAMPING: H 57 1934
 GA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0565+STABILITY: SURFACE MOTION
 GA0565
 GA0565  HISTORY     - Date     Condition        Report By
 GA0565  HISTORY     - 1934     MONUMENTED       CGS
 GA0565  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0565
 GA0565                          STATION DESCRIPTION
 GA0565
 GA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0565'3.1 MI W FROM JOHNSON CITY.
 GA0565'3.1 MILES WEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON CITY,
 GA0565'WASHINGTON COUNTY, 9 RAILS WEST OF THE SOUTHERN RAILWAY UNDERPASS,
 GA0565'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 36 FEET NORTH
 GA0565'OF A ROW OF POLES.  A STANDARD DISK, STAMPED H 57 1934 AND SET
 GA0565'IN THE TOP OF A CONCRETE POST.
 GA0565
 GA0565                          STATION RECOVERY (2001)
 GA0565
 GA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0582 ***********************************************************************
 GA0582  DESIGNATION -  H 58
 GA0582  PID         -  GA0582
 GA0582  STATE/COUNTY-  TN/CARTER
 GA0582  USGS QUAD   -  ELIZABETHTON (1968)
 GA0582
 GA0582                         *CURRENT SURVEY CONTROL
 GA0582  ___________________________________________________________________
 GA0582* NAD 83(1986)-  36 20 45.     (N)    082 12 57.     (W)     SCALED    
 GA0582* NAVD 88     -       466.955  (meters)    1532.00   (feet)  ADJUSTED  
 GA0582  ___________________________________________________________________
 GA0582  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0582  DYNAMIC HT  -         466.509 (meters)    1530.54  (feet)  COMP
 GA0582  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 GA0582
 GA0582  VERT ORDER  -  SECOND    CLASS 0
 GA0582
 GA0582.The horizontal coordinates were scaled from a topographic map and have
 GA0582.an estimated accuracy of +/- 6 seconds.
 GA0582
 GA0582.The orthometric height was determined by differential leveling
 GA0582.and adjusted by the National Geodetic Survey in June 1991..
 GA0582
 GA0582.The geoid height was determined by GEOID03.
 GA0582
 GA0582.The dynamic height is computed by dividing the NAVD 88
 GA0582.geopotential number by the normal gravity value computed on the
 GA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0582.degrees latitude (g = 980.6199 gals.).
 GA0582
 GA0582.The modeled gravity was interpolated from observed gravity values.
 GA0582
 GA0582;                    North         East    Units  Estimated Accuracy
 GA0582;SPC TN       -   229,860.      939,610.      MT  (+/- 180 meters Scaled)
 GA0582
 GA0582                          SUPERSEDED SURVEY CONTROL
 GA0582
 GA0582  NGVD 29 (??/??/??)  466.20   (m)         1529.5    (f) RESET       3  
 GA0582
 GA0582.Superseded values are not recommended for survey control.
 GA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0582.See file dsdata.txt to determine how the superseded data were derived.
 GA0582
 GA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA908229(NAD 83)
 GA0582_MARKER: DB = BENCH MARK DISK
 GA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0582_STAMPING: H 58 1934
 GA0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0582+STABILITY: SURFACE MOTION
 GA0582
 GA0582  HISTORY     - Date     Condition        Report By
 GA0582  HISTORY     - 1934     MONUMENTED       CGS
 GA0582  HISTORY     - 1943     GOOD             NGS
 GA0582
 GA0582                          STATION DESCRIPTION
 GA0582
 GA0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GA0582'AT ELIZABETHTON.
 GA0582'AT ELIZABETHTON, CARTER COUNTY, AT THE POST OFFICE, 18 FEET
 GA0582'SOUTH OF THE BUILDING, AND 6 INCHES SOUTH AND 6 INCHES WEST
 GA0582'OF THE CROSSWALKS.  A STANDARD DISK, STAMPED H 58 1934 AND SET
 GA0582'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ELEVATION OF THIS
 GA0582'BENCH MARK WAS DETERMINED FROM LEVELING BY THE CORPS OF ENGINEERS,
 GA0582'U.S. ARMY, IN OCTOBER 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0803 ***********************************************************************
 GD0803  DESIGNATION -  H 59
 GD0803  PID         -  GD0803
 GD0803  STATE/COUNTY-  TN/OBION
 GD0803  USGS QUAD   -  UNION CITY (1980)
 GD0803
 GD0803                         *CURRENT SURVEY CONTROL
 GD0803  ___________________________________________________________________
 GD0803* NAD 83(1986)-  36 22 57.     (N)    089 03 06.     (W)     SCALED    
 GD0803* NAVD 88     -        93.425  (meters)     306.51   (feet)  ADJUSTED  
 GD0803  ___________________________________________________________________
 GD0803  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0803  DYNAMIC HT  -          93.350 (meters)     306.27  (feet)  COMP
 GD0803  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GD0803
 GD0803  VERT ORDER  -  SECOND    CLASS 0
 GD0803
 GD0803.The horizontal coordinates were scaled from a topographic map and have
 GD0803.an estimated accuracy of +/- 6 seconds.
 GD0803
 GD0803.The orthometric height was determined by differential leveling
 GD0803.and adjusted by the National Geodetic Survey in June 1991..
 GD0803
 GD0803.The geoid height was determined by GEOID03.
 GD0803
 GD0803.The dynamic height is computed by dividing the NAVD 88
 GD0803.geopotential number by the normal gravity value computed on the
 GD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0803.degrees latitude (g = 980.6199 gals.).
 GD0803
 GD0803.The modeled gravity was interpolated from observed gravity values.
 GD0803
 GD0803;                    North         East    Units  Estimated Accuracy
 GD0803;SPC TN       -   231,630.      326,230.      MT  (+/- 180 meters Scaled)
 GD0803
 GD0803                          SUPERSEDED SURVEY CONTROL
 GD0803
 GD0803  NGVD 29 (??/??/??)   93.428  (m)          306.52   (f) ADJUSTED    2 0
 GD0803
 GD0803.Superseded values are not recommended for survey control.
 GD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0803.See file dsdata.txt to determine how the superseded data were derived.
 GD0803
 GD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF159283(NAD 83)
 GD0803_MARKER: DB = BENCH MARK DISK
 GD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0803_STAMPING: H 59 1935
 GD0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0803+STABILITY: SURFACE MOTION
 GD0803
 GD0803  HISTORY     - Date     Condition        Report By
 GD0803  HISTORY     - 1935     MONUMENTED       CGS
 GD0803  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0803
 GD0803                          STATION DESCRIPTION
 GD0803
 GD0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0803'1.6 MI N FROM RIVES.
 GD0803'1.6 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0803'STATION AT RIVES, OBION COUNTY, 70 YARDS SOUTH OF MILEPOST 444,
 GD0803'AND 9 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GD0803'STAMPED H 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0803'NOTE-- THE DRAINAGE DITCHES ALONG THE RR HAVE ALL BEEN CLEANED
 GD0803'OUT AND WIDENED.
 GD0803
 GD0803                          STATION RECOVERY (1967)
 GD0803
 GD0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0762 ***********************************************************************
 GA0762  DESIGNATION -  H 59
 GA0762  PID         -  GA0762
 GA0762  STATE/COUNTY-  TN/WASHINGTON
 GA0762  USGS QUAD   -  TELFORD (1971)
 GA0762
 GA0762                         *CURRENT SURVEY CONTROL
 GA0762  ___________________________________________________________________
 GA0762* NAD 83(1986)-  36 14 56.     (N)    082 32 43.     (W)     SCALED    
 GA0762* NAVD 88     -       472.801  (meters)    1551.18   (feet)  ADJUSTED  
 GA0762  ___________________________________________________________________
 GA0762  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0762  DYNAMIC HT  -         472.351 (meters)    1549.70  (feet)  COMP
 GA0762  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 GA0762
 GA0762  VERT ORDER  -  SECOND    CLASS 0
 GA0762
 GA0762.The horizontal coordinates were scaled from a topographic map and have
 GA0762.an estimated accuracy of +/- 6 seconds.
 GA0762
 GA0762.The orthometric height was determined by differential leveling
 GA0762.and adjusted by the National Geodetic Survey in June 1991..
 GA0762
 GA0762.The geoid height was determined by GEOID03.
 GA0762
 GA0762.The dynamic height is computed by dividing the NAVD 88
 GA0762.geopotential number by the normal gravity value computed on the
 GA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0762.degrees latitude (g = 980.6199 gals.).
 GA0762
 GA0762.The modeled gravity was interpolated from observed gravity values.
 GA0762
 GA0762;                    North         East    Units  Estimated Accuracy
 GA0762;SPC TN       -   218,010.      910,440.      MT  (+/- 180 meters Scaled)
 GA0762
 GA0762                          SUPERSEDED SURVEY CONTROL
 GA0762
 GA0762  NGVD 29 (??/??/92)  472.942  (m)         1551.64   (f) ADJ UNCH    2 0
 GA0762
 GA0762.Superseded values are not recommended for survey control.
 GA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0762.See file dsdata.txt to determine how the superseded data were derived.
 GA0762
 GA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA611126(NAD 83)
 GA0762_MARKER: DB = BENCH MARK DISK
 GA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0762_STAMPING: H 59 1934
 GA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0762+STABILITY: SURFACE MOTION
 GA0762
 GA0762  HISTORY     - Date     Condition        Report By
 GA0762  HISTORY     - 1934     MONUMENTED       CGS
 GA0762  HISTORY     - 1955     GOOD             NGS
 GA0762  HISTORY     - 1979     GOOD             LOCENG
 GA0762
 GA0762                          STATION DESCRIPTION
 GA0762
 GA0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0762'4.9 MI SW FROM JONESBORO.
 GA0762'4.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0762'AT JONESBORO, WASHINGTON COUNTY, 20 FEET EAST OF THE EAST SIDE
 GA0762'OF THE STATION AT TELFORD, IN THE STATION PARK, AND 27 FEET NORTH
 GA0762'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GA0762'H 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0762
 GA0762                          STATION RECOVERY (1979)
 GA0762
 GA0762'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0011 ***********************************************************************
 FD0011  DESIGNATION -  H 6
 FD0011  PID         -  FD0011
 FD0011  STATE/COUNTY-  TN/BEDFORD
 FD0011  USGS QUAD   -  WARTRACE (1980)
 FD0011
 FD0011                         *CURRENT SURVEY CONTROL
 FD0011  ___________________________________________________________________
 FD0011* NAD 83(1986)-  35 31 43.     (N)    086 20 04.     (W)     SCALED    
 FD0011* NAVD 88     -       250.941  (meters)     823.30   (feet)  ADJUSTED  
 FD0011  ___________________________________________________________________
 FD0011  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0011  DYNAMIC HT  -         250.710 (meters)     822.54  (feet)  COMP
 FD0011  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0011
 FD0011  VERT ORDER  -  FIRST     CLASS II
 FD0011
 FD0011.The horizontal coordinates were scaled from a topographic map and have
 FD0011.an estimated accuracy of +/- 6 seconds.
 FD0011
 FD0011.The orthometric height was determined by differential leveling
 FD0011.and adjusted by the National Geodetic Survey in June 1991..
 FD0011
 FD0011.The geoid height was determined by GEOID03.
 FD0011
 FD0011.The dynamic height is computed by dividing the NAVD 88
 FD0011.geopotential number by the normal gravity value computed on the
 FD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0011.degrees latitude (g = 980.6199 gals.).
 FD0011
 FD0011.The modeled gravity was interpolated from observed gravity values.
 FD0011
 FD0011;                    North         East    Units  Estimated Accuracy
 FD0011;SPC TN       -   132,670.      569,670.      MT  (+/- 180 meters Scaled)
 FD0011
 FD0011                          SUPERSEDED SURVEY CONTROL
 FD0011
 FD0011  NGVD 29 (??/??/92)  250.939  (m)          823.29   (f) ADJ UNCH    1 2
 FD0011
 FD0011.Superseded values are not recommended for survey control.
 FD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0011.See file dsdata.txt to determine how the superseded data were derived.
 FD0011
 FD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE603318(NAD 83)
 FD0011_MARKER: DB = BENCH MARK DISK
 FD0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0011_SP_SET: FOOTING
 FD0011_STAMPING: H 6 1930 836.650
 FD0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0011+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 FD0011
 FD0011  HISTORY     - Date     Condition        Report By
 FD0011  HISTORY     - 1930     MONUMENTED       CGS
 FD0011  HISTORY     - 1960     GOOD             NGS
 FD0011  HISTORY     - 20010727 GOOD             TNDT
 FD0011  HISTORY     - 20020226 GOOD             TVA
 FD0011  HISTORY     - 20030314 GOOD             INDIV
 FD0011
 FD0011                          STATION DESCRIPTION
 FD0011
 FD0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0011'AT WARTRACE.
 FD0011'THE BENCH MARK IS 94 FT. NORTH OF THE NASHVILLE, CHATTANOOGA
 FD0011'AND ST. LOUIS RAILWAY STATION, 64 FT. WEST OF THE WEST RAIL
 FD0011'OF THE MAIN TRACK, AT THE NORTH SIDE OF THE FORMER WATER TANK,
 FD0011'IN THE CONCRETE FOOTING.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0011'IN THE CONCRETE FOOTING OF THE FORMER WATER TANK, AND IS ABOUT
 FD0011'LEVEL WITH THE TRACK.
 FD0011
 FD0011                          STATION RECOVERY (2001)
 FD0011
 FD0011'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0011'A 3RD ORDER RUN FROM Z 32 (PID FD0232)CONFIRMED PUBLISHED ELEVATION.
 FD0011
 FD0011                          STATION RECOVERY (2002)
 FD0011
 FD0011'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2002 (CDM)
 FD0011'RECOVERED IN GOOD CONDITION.
 FD0011
 FD0011                          STATION RECOVERY (2003)
 FD0011
 FD0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FD0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0744 ***********************************************************************
 GD0744  DESIGNATION -  H 60
 GD0744  PID         -  GD0744
 GD0744  STATE/COUNTY-  TN/LAKE
 GD0744  USGS QUAD   -  RIDGELY (1981)
 GD0744
 GD0744                         *CURRENT SURVEY CONTROL
 GD0744  ___________________________________________________________________
 GD0744* NAD 83(1986)-  36 17 07.     (N)    089 28 44.     (W)     SCALED    
 GD0744* NAVD 88     -        86.985  (meters)     285.38   (feet)  ADJUSTED  
 GD0744  ___________________________________________________________________
 GD0744  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0744  DYNAMIC HT  -          86.914 (meters)     285.15  (feet)  COMP
 GD0744  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GD0744
 GD0744  VERT ORDER  -  FIRST     CLASS I
 GD0744
 GD0744.The horizontal coordinates were scaled from a topographic map and have
 GD0744.an estimated accuracy of +/- 6 seconds.
 GD0744
 GD0744.The orthometric height was determined by differential leveling
 GD0744.and adjusted by the National Geodetic Survey in June 1991..
 GD0744.WARNING-Repeat measurements at this control monument indicate possible
 GD0744.vertical movement.
 GD0744
 GD0744.The geoid height was determined by GEOID03.
 GD0744
 GD0744.The dynamic height is computed by dividing the NAVD 88
 GD0744.geopotential number by the normal gravity value computed on the
 GD0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0744.degrees latitude (g = 980.6199 gals.).
 GD0744
 GD0744.The modeled gravity was interpolated from observed gravity values.
 GD0744
 GD0744;                    North         East    Units  Estimated Accuracy
 GD0744;SPC TN       -   222,120.      287,540.      MT  (+/- 180 meters Scaled)
 GD0744
 GD0744                          SUPERSEDED SURVEY CONTROL
 GD0744
 GD0744  NGVD 29 (??/??/??)   86.909  (m)          285.13   (f) ADJUSTED    1 1
 GD0744
 GD0744.Superseded values are not recommended for survey control.
 GD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0744.See file dsdata.txt to determine how the superseded data were derived.
 GD0744
 GD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF773184(NAD 83)
 GD0744_MARKER: DB = BENCH MARK DISK
 GD0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0744_STAMPING: H 60 1935
 GD0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0744+STABILITY: SURFACE MOTION
 GD0744
 GD0744  HISTORY     - Date     Condition        Report By
 GD0744  HISTORY     - 1935     MONUMENTED       CGS
 GD0744  HISTORY     - 1974     GOOD             NGS
 GD0744  HISTORY     - 20020802 POOR             USACE
 GD0744
 GD0744                          STATION DESCRIPTION
 GD0744
 GD0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0744'1.65 MI N FROM RIDGELY.
 GD0744'ABOUT 1.50 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD0744'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 0.15 MILE WEST
 GD0744'ALONG A PAVED ROAD TO THE RAILROAD CROSSING, AT THE CROSSING OF A
 GD0744'PAVED EAST-WEST ROAD AND THE RAILROAD TRACKS.  NEAR THE TENNESSEE
 GD0744'LIQUEFIED GAS (TEXGAS) BUILDING, SET BETWEEN THE MAIN TRACK AND A SPUR
 GD0744'TRACK LEADING TO THE AGRICO PLANT FOOD BUILDING, 43 FEET NORTHEAST OF
 GD0744'THE CENTER LINE OF ROAD CROSSING THE MAIN TRACK, 29.7 FEET NORTH OF
 GD0744'THE CENTER LINE OF THE PAVED ROAD, 20.5 FEET EAST OF THE EAST RAIL OF
 GD0744'MAIN TRACK, 19.5 FEET WEST OF THE WEST RAIL OF SPUR TRACK, 0.7 FOOT
 GD0744'SOUTH OF A METAL WITNESS POST, 1.5 FEET BELOW LEVEL OF TRACKS AND IN
 GD0744'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 GD0744
 GD0744                          STATION RECOVERY (2002)
 GD0744
 GD0744'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0744'MARK DESTROYED. FOUND DISK ATTACHED TO CONCRETE POST LAYING
 GD0744'HORIZONTALLY ON GROUND. DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2067 ***********************************************************************
 FE2067  DESIGNATION -  H 62
 FE2067  PID         -  FE2067
 FE2067  STATE/COUNTY-  TN/CARROLL
 FE2067  USGS QUAD   -  ATWOOD (1983)
 FE2067
 FE2067                         *CURRENT SURVEY CONTROL
 FE2067  ___________________________________________________________________
 FE2067* NAD 83(1986)-  35 58 23.     (N)    088 40 49.     (W)     SCALED    
 FE2067* NAVD 88     -       137.020  (meters)     449.54   (feet)  ADJUSTED  
 FE2067  ___________________________________________________________________
 FE2067  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2067  DYNAMIC HT  -         136.902 (meters)     449.15  (feet)  COMP
 FE2067  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FE2067
 FE2067  VERT ORDER  -  SECOND    CLASS 0
 FE2067
 FE2067.The horizontal coordinates were scaled from a topographic map and have
 FE2067.an estimated accuracy of +/- 6 seconds.
 FE2067
 FE2067.The orthometric height was determined by differential leveling
 FE2067.and adjusted by the National Geodetic Survey in June 1991..
 FE2067
 FE2067.The geoid height was determined by GEOID03.
 FE2067
 FE2067.The dynamic height is computed by dividing the NAVD 88
 FE2067.geopotential number by the normal gravity value computed on the
 FE2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2067.degrees latitude (g = 980.6199 gals.).
 FE2067
 FE2067.The modeled gravity was interpolated from observed gravity values.
 FE2067
 FE2067;                    North         East    Units  Estimated Accuracy
 FE2067;SPC TN       -   185,240.      358,300.      MT  (+/- 180 meters Scaled)
 FE2067
 FE2067                          SUPERSEDED SURVEY CONTROL
 FE2067
 FE2067  NGVD 29 (??/??/??)  137.069  (m)          449.70   (f) ADJUSTED    2 0
 FE2067
 FE2067.Superseded values are not recommended for survey control.
 FE2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2067.See file dsdata.txt to determine how the superseded data were derived.
 FE2067
 FE2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE485822(NAD 83)
 FE2067_MARKER: DB = BENCH MARK DISK
 FE2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2067_STAMPING: H 62 1935
 FE2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2067+STABILITY: SURFACE MOTION
 FE2067
 FE2067  HISTORY     - Date     Condition        Report By
 FE2067  HISTORY     - 1935     MONUMENTED       CGS
 FE2067  HISTORY     - 20020426 MARK NOT FOUND   USACE
 FE2067
 FE2067                          STATION DESCRIPTION
 FE2067
 FE2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE2067'AT ATWOOD.
 FE2067'AT ATWOOD, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE2067'RAILROAD, 2 RAILS WEST OF THE STATION, AT MILEAGE 278.65, 30
 FE2067'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 72 FEET
 FE2067'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED H 62 1935 AND
 FE2067'SET IN THE TOP OF A CONCRETE POST.
 FE2067
 FE2067                          STATION RECOVERY (2002)
 FE2067
 FE2067'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2067'SUSPECTED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0869 ***********************************************************************
 FE0869  DESIGNATION -  H 63
 FE0869  PID         -  FE0869
 FE0869  STATE/COUNTY-  TN/HAYWOOD
 FE0869  USGS QUAD   -  JONES (1981)
 FE0869
 FE0869                         *CURRENT SURVEY CONTROL
 FE0869  ___________________________________________________________________
 FE0869* NAD 83(1986)-  35 39 18.     (N)    089 09 53.     (W)     SCALED    
 FE0869* NAVD 88     -        97.958  (meters)     321.38   (feet)  ADJUSTED  
 FE0869  ___________________________________________________________________
 FE0869  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0869  DYNAMIC HT  -          97.872 (meters)     321.10  (feet)  COMP
 FE0869  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 FE0869
 FE0869  VERT ORDER  -  SECOND    CLASS 0
 FE0869
 FE0869.The horizontal coordinates were scaled from a topographic map and have
 FE0869.an estimated accuracy of +/- 6 seconds.
 FE0869
 FE0869.The orthometric height was determined by differential leveling
 FE0869.and adjusted by the National Geodetic Survey in June 1991..
 FE0869
 FE0869.The geoid height was determined by GEOID03.
 FE0869
 FE0869.The dynamic height is computed by dividing the NAVD 88
 FE0869.geopotential number by the normal gravity value computed on the
 FE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0869.degrees latitude (g = 980.6199 gals.).
 FE0869
 FE0869.The modeled gravity was interpolated from observed gravity values.
 FE0869
 FE0869;                    North         East    Units  Estimated Accuracy
 FE0869;SPC TN       -   151,270.      313,480.      MT  (+/- 180 meters Scaled)
 FE0869
 FE0869                          SUPERSEDED SURVEY CONTROL
 FE0869
 FE0869  NGVD 29 (??/??/??)   97.983  (m)          321.47   (f) ADJUSTED    2 0
 FE0869
 FE0869.Superseded values are not recommended for survey control.
 FE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0869.See file dsdata.txt to determine how the superseded data were derived.
 FE0869
 FE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE040478(NAD 83)
 FE0869_MARKER: DB = BENCH MARK DISK
 FE0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0869_STAMPING: H 63 1935
 FE0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0869+STABILITY: SURFACE MOTION
 FE0869
 FE0869  HISTORY     - Date     Condition        Report By
 FE0869  HISTORY     - 1935     MONUMENTED       CGS
 FE0869  HISTORY     - 1961     MARK NOT FOUND   USGS
 FE0869
 FE0869                          STATION DESCRIPTION
 FE0869
 FE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0869'5.9 MI SW FROM BELLS.
 FE0869'IN HAYWOOD COUNTY, 5.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 FE0869'NASHVILLE RAILROAD FROM THE STATION AT BELLS, CROCKETT COUNTY,
 FE0869'AT MILEAGE 313.4, AT A ROAD CROSSING, 75 FEET EAST OF THE
 FE0869'CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE
 FE0869'TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE0869'DISK, STAMPED H 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0869'NOTE 1961--THE CROSSROAD HAS BEEN WIDENED AND REGRADED IN THE
 FE0869'AREA OF THIS B.M. AND ALSO RIGHT-OF-WAY FENCE HAS BEEN TORN DOWN.
 FE0869
 FE0869                          STATION RECOVERY (1961)
 FE0869
 FE0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FE0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1063 ***********************************************************************
 FE1063  DESIGNATION -  H 64
 FE1063  PID         -  FE1063
 FE1063  STATE/COUNTY-  TN/HARDEMAN
 FE1063  USGS QUAD   -  HICKORY VALLEY (1980)
 FE1063
 FE1063                         *CURRENT SURVEY CONTROL
 FE1063  ___________________________________________________________________
 FE1063* NAD 83(1986)-  35 09 10.     (N)    089 07 34.     (W)     SCALED    
 FE1063* NAVD 88     -       172.341  (meters)     565.42   (feet)  ADJUSTED  
 FE1063  ___________________________________________________________________
 FE1063  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE1063  DYNAMIC HT  -         172.179 (meters)     564.89  (feet)  COMP
 FE1063  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FE1063
 FE1063  VERT ORDER  -  SECOND    CLASS 0
 FE1063
 FE1063.The horizontal coordinates were scaled from a topographic map and have
 FE1063.an estimated accuracy of +/- 6 seconds.
 FE1063
 FE1063.The orthometric height was determined by differential leveling
 FE1063.and adjusted by the National Geodetic Survey in June 1991..
 FE1063
 FE1063.The geoid height was determined by GEOID03.
 FE1063
 FE1063.The dynamic height is computed by dividing the NAVD 88
 FE1063.geopotential number by the normal gravity value computed on the
 FE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1063.degrees latitude (g = 980.6199 gals.).
 FE1063
 FE1063.The modeled gravity was interpolated from observed gravity values.
 FE1063
 FE1063;                    North         East    Units  Estimated Accuracy
 FE1063;SPC TN       -    95,470.      315,200.      MT  (+/- 180 meters Scaled)
 FE1063
 FE1063                          SUPERSEDED SURVEY CONTROL
 FE1063
 FE1063  NGVD 29 (??/??/??)  172.309  (m)          565.32   (f) ADJUSTED    2 0
 FE1063
 FE1063.Superseded values are not recommended for survey control.
 FE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1063.See file dsdata.txt to determine how the superseded data were derived.
 FE1063
 FE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD063920(NAD 83)
 FE1063_MARKER: DB = BENCH MARK DISK
 FE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1063_STAMPING: H 64 1935
 FE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1063+STABILITY: SURFACE MOTION
 FE1063
 FE1063  HISTORY     - Date     Condition        Report By
 FE1063  HISTORY     - 1935     MONUMENTED       CGS
 FE1063  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1063
 FE1063                          STATION DESCRIPTION
 FE1063
 FE1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1063'AT HICKORY VALLEY.
 FE1063'AT HICKORY VALLEY, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL
 FE1063'RAILROAD 9 RAILS NORTH OF THE STATION, 65 FEET EAST OF THE EMMA
 FE1063'AVINT HOUSE IN 1935 AT A ROAD JUNCTION, 30 FEET WEST OF THE
 FE1063'TRACK, AND 10 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED
 FE1063'H 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0781 ***********************************************************************
 FE0781  DESIGNATION -  H 65
 FE0781  PID         -  FE0781
 FE0781  STATE/COUNTY-  TN/MADISON
 FE0781  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0781
 FE0781                         *CURRENT SURVEY CONTROL
 FE0781  ___________________________________________________________________
 FE0781* NAD 83(1986)-  35 35 41.     (N)    088 49 09.     (W)     SCALED    
 FE0781* NAVD 88     -       107.608  (meters)     353.04   (feet)  ADJUSTED  
 FE0781  ___________________________________________________________________
 FE0781  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0781  DYNAMIC HT  -         107.512 (meters)     352.73  (feet)  COMP
 FE0781  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FE0781
 FE0781  VERT ORDER  -  SECOND    CLASS 0
 FE0781
 FE0781.The horizontal coordinates were scaled from a topographic map and have
 FE0781.an estimated accuracy of +/- 6 seconds.
 FE0781
 FE0781.The orthometric height was determined by differential leveling
 FE0781.and adjusted by the National Geodetic Survey in June 1991..
 FE0781
 FE0781.The geoid height was determined by GEOID03.
 FE0781
 FE0781.The dynamic height is computed by dividing the NAVD 88
 FE0781.geopotential number by the normal gravity value computed on the
 FE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0781.degrees latitude (g = 980.6199 gals.).
 FE0781
 FE0781.The modeled gravity was interpolated from observed gravity values.
 FE0781
 FE0781;                    North         East    Units  Estimated Accuracy
 FE0781;SPC TN       -   143,630.      344,570.      MT  (+/- 180 meters Scaled)
 FE0781
 FE0781                          SUPERSEDED SURVEY CONTROL
 FE0781
 FE0781  NGVD 29 (??/??/??)  107.645  (m)          353.17   (f) ADJUSTED    2 0
 FE0781
 FE0781.Superseded values are not recommended for survey control.
 FE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0781.See file dsdata.txt to determine how the superseded data were derived.
 FE0781
 FE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE351405(NAD 83)
 FE0781_MARKER: DB = BENCH MARK DISK
 FE0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0781_SP_SET: CONCRETE BASE
 FE0781_STAMPING: H 65 1935
 FE0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0781
 FE0781  HISTORY     - Date     Condition        Report By
 FE0781  HISTORY     - 1935     MONUMENTED       CGS
 FE0781
 FE0781                          STATION DESCRIPTION
 FE0781
 FE0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0781'1.5 MI N FROM BEMIS.
 FE0781'1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0781'STATION AT BEMIS, MADISON COUNTY, 60 FEET SOUTH OF FORKED DEER
 FE0781'RIVER, AT THE SOUTHWEST CORNER OF A WATER PUMP HOUSE, IN THE
 FE0781'FACE OF THE CONCRETE BASE, 2 FEET SOUTH OF THE DOOR, 8 FEET
 FE0781'ABOVE GROUND, AND ABOUT 4 INCHES BELOW THE TOP OF THE BASE.  A
 FE0781'STANDARD DISK, STAMPED H 65 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1514 ***********************************************************************
 FE1514  DESIGNATION -  H 66
 FE1514  PID         -  FE1514
 FE1514  STATE/COUNTY-  TN/SHELBY
 FE1514  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1514
 FE1514                         *CURRENT SURVEY CONTROL
 FE1514  ___________________________________________________________________
 FE1514* NAD 83(1986)-  35 04 00.     (N)    089 58 13.     (W)     SCALED    
 FE1514* NAVD 88     -        77.037  (meters)     252.75   (feet)  ADJUSTED  
 FE1514  ___________________________________________________________________
 FE1514  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1514  DYNAMIC HT  -          76.966 (meters)     252.51  (feet)  COMP
 FE1514  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 FE1514
 FE1514  VERT ORDER  -  THIRD
 FE1514
 FE1514.This mark is at Memphis Intl Airport (MEM)
 FE1514
 FE1514.The horizontal coordinates were scaled from a topographic map and have
 FE1514.an estimated accuracy of +/- 6 seconds.
 FE1514
 FE1514.The orthometric height was determined by differential leveling
 FE1514.and adjusted by the National Geodetic Survey in June 1991..
 FE1514
 FE1514.The geoid height was determined by GEOID03.
 FE1514
 FE1514.The dynamic height is computed by dividing the NAVD 88
 FE1514.geopotential number by the normal gravity value computed on the
 FE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1514.degrees latitude (g = 980.6199 gals.).
 FE1514
 FE1514.The modeled gravity was interpolated from observed gravity values.
 FE1514
 FE1514;                    North         East    Units  Estimated Accuracy
 FE1514;SPC TN       -    88,710.      237,940.      MT  (+/- 180 meters Scaled)
 FE1514
 FE1514                          SUPERSEDED SURVEY CONTROL
 FE1514
 FE1514  NGVD 29 (??/??/??)   77.004  (m)          252.64   (f) ADJUSTED    3 0
 FE1514
 FE1514.Superseded values are not recommended for survey control.
 FE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1514.See file dsdata.txt to determine how the superseded data were derived.
 FE1514
 FE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD291844(NAD 83)
 FE1514_MARKER: DB = BENCH MARK DISK
 FE1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1514_SP_SET: BUILDING
 FE1514_STAMPING: H 66 1973
 FE1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1514
 FE1514  HISTORY     - Date     Condition        Report By
 FE1514  HISTORY     - 1973     MONUMENTED       NGS
 FE1514  HISTORY     - 1975     GOOD             NGS
 FE1514  HISTORY     - 19970424 GOOD             TN1620
 FE1514
 FE1514                          STATION DESCRIPTION
 FE1514
 FE1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1514'6.5 MI SE FROM MEMPHIS.
 FE1514'LOCATED IN THE NORTH EDGE OF THE MEMPHIS INTERNATIONAL AIRPORT
 FE1514'AT THE TENNESSEE AIR NATIONAL GUARD BASE, 0.1 MILE SOUTH OF
 FE1514'DEMOCRATE ROAD, IN FRONT OF AND ON THE WEST SIDE OF THE
 FE1514'ADMINISTRATION BUILDING OF THE AIR NATIONAL GUARD, SET IN A
 FE1514'DRILL HOLE IN THE CONCRETE BASE OF THE FLAG POLE MID-WAY BETWEEN
 FE1514'THE TWO FLAG POLES, 29.5 FEET WEST OF THE BOTTOM STEP OF THE WEST
 FE1514'ENTRANCE TO THE ADMINISTRATION BUILDING, 58 FEET EAST OF THE
 FE1514'CENTER OF TANG STREET, A NORTH-SOUTH STREET AND 149 FEET NORTH
 FE1514'OF THE CENTER OF SECOND AVENUE.  TO REACH FROM THE NORTH
 FE1514'ENTRANCE OF THE AIR NATIONAL GUARD ON DEMOCRACT ROAD, GO SOUTH
 FE1514'ON TANG STREET FOR 0.15 MILE TO THE MARK ON THE LEFT, 150 FEET
 FE1514'NORTH OF SECOND AVENUE.
 FE1514
 FE1514                          STATION RECOVERY (1975)
 FE1514
 FE1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE1514'RECOVERED IN GOOD CONDITION.
 FE1514
 FE1514                          STATION RECOVERY (1997)
 FE1514
 FE1514'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1174 ***********************************************************************
 FE1174  DESIGNATION -  H 67
 FE1174  PID         -  FE1174
 FE1174  STATE/COUNTY-  TN/FAYETTE
 FE1174  USGS QUAD   -  GALLAWAY (1981)
 FE1174
 FE1174                         *CURRENT SURVEY CONTROL
 FE1174  ___________________________________________________________________
 FE1174* NAD 83(1986)-  35 20 52.     (N)    089 35 27.     (W)     SCALED    
 FE1174* NAVD 88     -        96.603  (meters)     316.94   (feet)  ADJUSTED  
 FE1174  ___________________________________________________________________
 FE1174  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1174  DYNAMIC HT  -          96.517 (meters)     316.66  (feet)  COMP
 FE1174  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 FE1174
 FE1174  VERT ORDER  -  SECOND    CLASS 0
 FE1174
 FE1174.The horizontal coordinates were scaled from a topographic map and have
 FE1174.an estimated accuracy of +/- 6 seconds.
 FE1174
 FE1174.The orthometric height was determined by differential leveling
 FE1174.and adjusted by the National Geodetic Survey in June 1991..
 FE1174
 FE1174.The geoid height was determined by GEOID03.
 FE1174
 FE1174.The dynamic height is computed by dividing the NAVD 88
 FE1174.geopotential number by the normal gravity value computed on the
 FE1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1174.degrees latitude (g = 980.6199 gals.).
 FE1174
 FE1174.The modeled gravity was interpolated from observed gravity values.
 FE1174
 FE1174;                    North         East    Units  Estimated Accuracy
 FE1174;SPC TN       -   118,540.      273,670.      MT  (+/- 180 meters Scaled)
 FE1174
 FE1174                          SUPERSEDED SURVEY CONTROL
 FE1174
 FE1174  NGVD 29 (??/??/??)   96.589  (m)          316.89   (f) ADJUSTED    2 0
 FE1174
 FE1174.Superseded values are not recommended for survey control.
 FE1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1174.See file dsdata.txt to determine how the superseded data were derived.
 FE1174
 FE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE645146(NAD 83)
 FE1174_MARKER: DB = BENCH MARK DISK
 FE1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1174_STAMPING: H 67 1935
 FE1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1174+STABILITY: SURFACE MOTION
 FE1174
 FE1174  HISTORY     - Date     Condition        Report By
 FE1174  HISTORY     - 1935     MONUMENTED       CGS
 FE1174  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1174
 FE1174                          STATION DESCRIPTION
 FE1174
 FE1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1174'2.1 MI N FROM GALLAWAY.
 FE1174'2.1 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1174'THE STATION AT GALLAWAY, FAYETTE COUNTY, ABOUT 1/4 MILE SOUTH OF
 FE1174'MILEPOST L 347, AT A PRIVATE-ROAD CROSSING, 48 FEET WEST OF THE
 FE1174'CENTERLINE OF THE TRACK, AT THE RIGHT-OF-WAY FENCE, AND 10 FEET
 FE1174'NORTH OF A FENCE GATE.  STANDARD DISK, STAMPED H 67 1935 AND SET
 FE1174'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FE1174
 FE1174                          STATION RECOVERY (1963)
 FE1174
 FE1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0348 ***********************************************************************
 FF0348  DESIGNATION -  H 68
 FF0348  PID         -  FF0348
 FF0348  STATE/COUNTY-  TN/SHELBY
 FF0348  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0348
 FF0348                         *CURRENT SURVEY CONTROL
 FF0348  ___________________________________________________________________
 FF0348* NAD 83(1986)-  35 08 52.     (N)    090 02 59.     (W)     SCALED    
 FF0348* NAVD 88     -        80.633  (meters)     264.54   (feet)  ADJUSTED  
 FF0348  ___________________________________________________________________
 FF0348  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0348  DYNAMIC HT  -          80.560 (meters)     264.30  (feet)  COMP
 FF0348  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FF0348
 FF0348  VERT ORDER  -  FIRST     CLASS II
 FF0348
 FF0348.The horizontal coordinates were scaled from a topographic map and have
 FF0348.an estimated accuracy of +/- 6 seconds.
 FF0348
 FF0348.The orthometric height was determined by differential leveling
 FF0348.and adjusted by the National Geodetic Survey in June 1991..
 FF0348
 FF0348.The geoid height was determined by GEOID03.
 FF0348
 FF0348.The dynamic height is computed by dividing the NAVD 88
 FF0348.geopotential number by the normal gravity value computed on the
 FF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0348.degrees latitude (g = 980.6199 gals.).
 FF0348
 FF0348.The modeled gravity was interpolated from observed gravity values.
 FF0348
 FF0348;                    North         East    Units  Estimated Accuracy
 FF0348;SPC TN       -    98,000.      231,070.      MT  (+/- 180 meters Scaled)
 FF0348
 FF0348                          SUPERSEDED SURVEY CONTROL
 FF0348
 FF0348  NGVD 29 (??/??/??)   80.593  (m)          264.41   (f) ADJUSTED    1 2
 FF0348
 FF0348.Superseded values are not recommended for survey control.
 FF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0348.See file dsdata.txt to determine how the superseded data were derived.
 FF0348
 FF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU687934(NAD 83)
 FF0348_MARKER: DB = BENCH MARK DISK
 FF0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0348_STAMPING: H 68 1935
 FF0348_MARK LOGO: CGS   
 FF0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0348+STABILITY: SURFACE MOTION
 FF0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0348+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0348
 FF0348  HISTORY     - Date     Condition        Report By
 FF0348  HISTORY     - 1935     MONUMENTED       CGS
 FF0348  HISTORY     - 1974     GOOD             NGS
 FF0348  HISTORY     - 1976     GOOD             NGS
 FF0348  HISTORY     - 19950610 POOR             TN1620
 FF0348  HISTORY     - 20001128 POOR             USE
 FF0348
 FF0348                          STATION DESCRIPTION
 FF0348
 FF0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0348'AT MEMPHIS.
 FF0348'AT MEMPHIS, AT THE INTERSECTION OF NORTH SECOND STREET AND ADAMS
 FF0348'STREET, IN THE SOUTHWEST CORNER OF LAWN OF THE SHELBY COUNTY
 FF0348'COURTHOUSE, 18.5 FEET EAST OF THE EAST CURB LINE OF NORTH SECOND
 FF0348'STREET, 12 FEET NORTH OF THE NORTH CURB LINE OF ADAMS STREET,
 FF0348'1 FOOT EAST OF THE CORNER STONE OF A LOW STONE FENCE, 0.7 FOOT
 FF0348'NORTH OF LOW STONE FENCE, 1/2 FOOT ABOVE SIDEWALK AND IN THE TOP OF A
 FF0348'CONCRETE POST FLUSH WITH THE GROUND.
 FF0348
 FF0348                          STATION RECOVERY (1976)
 FF0348
 FF0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0348'RECOVERED IN GOOD CONDITION.
 FF0348
 FF0348                          STATION RECOVERY (1995)
 FF0348
 FF0348'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0348'MARK RECOVERED IN POOR CONDITION.
 FF0348
 FF0348                          STATION RECOVERY (2000)
 FF0348
 FF0348'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0348'MONUMENT HAS BEEN SHEARED BY MOWER, HOWEVER HIGH POINT OF DISC AND
 FF0348'STAMPING INTACT.  WOULD NOW CLASSIFY AS THIRD ORDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1747 ***********************************************************************
 FE1747  DESIGNATION -  H 69
 FE1747  PID         -  FE1747
 FE1747  STATE/COUNTY-  TN/TIPTON
 FE1747  USGS QUAD   -  COVINGTON (1983)
 FE1747
 FE1747                         *CURRENT SURVEY CONTROL
 FE1747  ___________________________________________________________________
 FE1747* NAD 83(1986)-  35 31 44.     (N)    089 40 50.     (W)     SCALED    
 FE1747* NAVD 88     -       106.828  (meters)     350.48   (feet)  ADJUSTED  
 FE1747  ___________________________________________________________________
 FE1747  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1747  DYNAMIC HT  -         106.737 (meters)     350.19  (feet)  COMP
 FE1747  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 FE1747
 FE1747  VERT ORDER  -  SECOND    CLASS 0
 FE1747
 FE1747.The horizontal coordinates were scaled from a topographic map and have
 FE1747.an estimated accuracy of +/- 6 seconds.
 FE1747
 FE1747.The orthometric height was determined by differential leveling
 FE1747.and adjusted by the National Geodetic Survey in June 1991..
 FE1747
 FE1747.The geoid height was determined by GEOID03.
 FE1747
 FE1747.The dynamic height is computed by dividing the NAVD 88
 FE1747.geopotential number by the normal gravity value computed on the
 FE1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1747.degrees latitude (g = 980.6199 gals.).
 FE1747
 FE1747.The modeled gravity was interpolated from observed gravity values.
 FE1747
 FE1747;                    North         East    Units  Estimated Accuracy
 FE1747;SPC TN       -   138,920.      266,280.      MT  (+/- 180 meters Scaled)
 FE1747
 FE1747                          SUPERSEDED SURVEY CONTROL
 FE1747
 FE1747  NGVD 29 (??/??/??)  106.857  (m)          350.58   (f) ADJUSTED    2 0
 FE1747
 FE1747.Superseded values are not recommended for survey control.
 FE1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1747.See file dsdata.txt to determine how the superseded data were derived.
 FE1747
 FE1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE569350(NAD 83)
 FE1747_MARKER: DB = BENCH MARK DISK
 FE1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1747_STAMPING: H 69 1935
 FE1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1747+STABILITY: SURFACE MOTION
 FE1747
 FE1747  HISTORY     - Date     Condition        Report By
 FE1747  HISTORY     - 1935     MONUMENTED       CGS
 FE1747  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1747
 FE1747                          STATION DESCRIPTION
 FE1747
 FE1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1747'3.5 MI S FROM COVINGTON.
 FE1747'3.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 FE1747'OF COVINGTON, TIPTON COUNTY, 500 FEET NORTH OF MILEPOST 356, AT
 FE1747'THE BEGINNING OF A CURVE TO THE NORTHEAST, AND 30 FEET EAST OF
 FE1747'THE TRACK.  A STANDARD DISK, STAMPED H 69 1935 AND SET IN THE
 FE1747'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1456 ***********************************************************************
 FC1456  DESIGNATION -  H 7
 FC1456  PID         -  FC1456
 FC1456  STATE/COUNTY-  TN/COFFEE
 FC1456  USGS QUAD   -  MORRISON (1983)
 FC1456
 FC1456                         *CURRENT SURVEY CONTROL
 FC1456  ___________________________________________________________________
 FC1456* NAD 83(1986)-  35 34 44.     (N)    085 57 42.     (W)     SCALED    
 FC1456* NAVD 88     -       321.297  (meters)    1054.12   (feet)  ADJUSTED  
 FC1456  ___________________________________________________________________
 FC1456  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1456  DYNAMIC HT  -         320.994 (meters)    1053.13  (feet)  COMP
 FC1456  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FC1456
 FC1456  VERT ORDER  -  SECOND    CLASS 0
 FC1456
 FC1456.The horizontal coordinates were scaled from a topographic map and have
 FC1456.an estimated accuracy of +/- 6 seconds.
 FC1456
 FC1456.The orthometric height was determined by differential leveling
 FC1456.and adjusted by the National Geodetic Survey in June 1991..
 FC1456
 FC1456.The geoid height was determined by GEOID03.
 FC1456
 FC1456.The dynamic height is computed by dividing the NAVD 88
 FC1456.geopotential number by the normal gravity value computed on the
 FC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1456.degrees latitude (g = 980.6199 gals.).
 FC1456
 FC1456.The modeled gravity was interpolated from observed gravity values.
 FC1456
 FC1456;                    North         East    Units  Estimated Accuracy
 FC1456;SPC TN       -   138,190.      603,470.      MT  (+/- 180 meters Scaled)
 FC1456
 FC1456                          SUPERSEDED SURVEY CONTROL
 FC1456
 FC1456  NGVD 29 (??/??/92)  321.304  (m)         1054.14   (f) ADJ UNCH    2 0
 FC1456
 FC1456.Superseded values are not recommended for survey control.
 FC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1456.See file dsdata.txt to determine how the superseded data were derived.
 FC1456
 FC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE940377(NAD 83)
 FC1456_MARKER: DB = BENCH MARK DISK
 FC1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1456_SP_SET: CULVERT
 FC1456_STAMPING: 1054.424 H 7 1930
 FC1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1456
 FC1456  HISTORY     - Date     Condition        Report By
 FC1456  HISTORY     - 1930     MONUMENTED       CGS
 FC1456  HISTORY     - 1934     GOOD             NGS
 FC1456
 FC1456                          STATION DESCRIPTION
 FC1456
 FC1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1456'2.2 MI NE FROM SUMMITVILLE.
 FC1456'2.2 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1456'LOUIS RAILWAY FROM SUMMITVILLE, COFFEE COUNTY, 15 RAILS SOUTHWEST
 FC1456'OF A ROAD CROSSING, BETWEEN POLES 21/13 AND 21/14, IN THE
 FC1456'NORTHWEST HEADWALL OF A CULVERT, 14 INCHES FROM THE SOUTHWEST
 FC1456'END OF THE HEADWALL, 10 INCHES FROM THE NORTHWEST FACE, 13 FEET
 FC1456'NORTHWEST OF THE NORTHWEST RAIL, AND 2.3 FEET LOWER THAN THE
 FC1456'RAIL.  A STANDARD DISK, STAMPED 1054.424 H 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1020 ***********************************************************************
 FE1020  DESIGNATION -  H 73
 FE1020  PID         -  FE1020
 FE1020  STATE/COUNTY-  TN/FAYETTE
 FE1020  USGS QUAD   -  LAMBERT (1983)
 FE1020
 FE1020                         *CURRENT SURVEY CONTROL
 FE1020  ___________________________________________________________________
 FE1020* NAD 83(1986)-  35 17 49.     (N)    089 23 00.     (W)     SCALED    
 FE1020* NAVD 88     -       123.475  (meters)     405.10   (feet)  ADJUSTED  
 FE1020  ___________________________________________________________________
 FE1020  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1020  DYNAMIC HT  -         123.363 (meters)     404.73  (feet)  COMP
 FE1020  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1020
 FE1020  VERT ORDER  -  SECOND    CLASS 0
 FE1020
 FE1020.The horizontal coordinates were scaled from a topographic map and have
 FE1020.an estimated accuracy of +/- 6 seconds.
 FE1020
 FE1020.The orthometric height was determined by differential leveling
 FE1020.and adjusted by the National Geodetic Survey in June 1991..
 FE1020
 FE1020.The geoid height was determined by GEOID03.
 FE1020
 FE1020.The dynamic height is computed by dividing the NAVD 88
 FE1020.geopotential number by the normal gravity value computed on the
 FE1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1020.degrees latitude (g = 980.6199 gals.).
 FE1020
 FE1020.The modeled gravity was interpolated from observed gravity values.
 FE1020
 FE1020;                    North         East    Units  Estimated Accuracy
 FE1020;SPC TN       -   112,230.      292,330.      MT  (+/- 180 meters Scaled)
 FE1020
 FE1020                          SUPERSEDED SURVEY CONTROL
 FE1020
 FE1020  NGVD 29 (??/??/??)  123.459  (m)          405.05   (f) ADJUSTED    2 0
 FE1020
 FE1020.Superseded values are not recommended for survey control.
 FE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1020.See file dsdata.txt to determine how the superseded data were derived.
 FE1020
 FE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE832085(NAD 83)
 FE1020_MARKER: DB = BENCH MARK DISK
 FE1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1020_STAMPING: H 73 1935
 FE1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1020+STABILITY: SURFACE MOTION
 FE1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1020+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002
 FE1020
 FE1020  HISTORY     - Date     Condition        Report By
 FE1020  HISTORY     - 1935     MONUMENTED       CGS
 FE1020  HISTORY     - 20020927 GOOD             USACE
 FE1020
 FE1020                          STATION DESCRIPTION
 FE1020
 FE1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1020'4.4 MI NW FROM SOMERVILLE.
 FE1020'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1020'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 150 YARDS EAST OF THE
 FE1020'TOP OF A HILL, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FE1020'AT A FENCE CORNER.  A STANDARD DISK, STAMPED H 73 1935 AND SET
 FE1020'IN THE TOP OF A CONCRETE POST.
 FE1020
 FE1020                          STATION RECOVERY (2002)
 FE1020
 FE1020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1420 ***********************************************************************
 FE1420  DESIGNATION -  H 74 RESET
 FE1420  PID         -  FE1420
 FE1420  STATE/COUNTY-  TN/SHELBY
 FE1420  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1420
 FE1420                         *CURRENT SURVEY CONTROL
 FE1420  ___________________________________________________________________
 FE1420* NAD 83(1986)-  35 03 10.     (N)    089 55 49.     (W)     SCALED    
 FE1420* NAVD 88     -        88.62   (+/-2cm)     290.7    (feet)  VERTCON   
 FE1420  ___________________________________________________________________
 FE1420  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1420
 FE1420  VERT ORDER  -  THIRD (See Below)
 FE1420
 FE1420.The horizontal coordinates were scaled from a topographic map and have
 FE1420.an estimated accuracy of +/- 6 seconds.
 FE1420
 FE1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1420.The vertical order pertains to the NGVD 29 superseded value.
 FE1420
 FE1420.The geoid height was determined by GEOID03.
 FE1420
 FE1420;                    North         East    Units  Estimated Accuracy
 FE1420;SPC TN       -    87,020.      241,520.      MT  (+/- 180 meters Scaled)
 FE1420
 FE1420                          SUPERSEDED SURVEY CONTROL
 FE1420
 FE1420  NGVD 29 (??/??/??)   88.59   (m)          290.6    (f) RESET       3  
 FE1420
 FE1420.Superseded values are not recommended for survey control.
 FE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1420.See file dsdata.txt to determine how the superseded data were derived.
 FE1420
 FE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD327828(NAD 83)
 FE1420_MARKER: DB = BENCH MARK DISK
 FE1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1420_SP_SET: CONCRETE BASE
 FE1420_STAMPING: H 74 RESET 1973
 FE1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1420
 FE1420  HISTORY     - Date     Condition        Report By
 FE1420  HISTORY     - 1973     MONUMENTED       NGS
 FE1420
 FE1420                          STATION DESCRIPTION
 FE1420
 FE1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1420'5 MI SE FROM MEMPHIS.
 FE1420'ABOUT 5 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FE1420'RAILROAD FROM THE INTERSECTION OF CASTALIA AND PERSON STREETS AT
 FE1420'MEMPHIS, ABOUT 600 FEET NORTHWEST OF THE OVERPASS OF THE RAILROAD
 FE1420'OF WINCHESTER RD. AT OAKVILLE, ABOUT 1 FOOT ABOVE RAIL OF
 FE1420'RAILROAD TRACKS, 6.5 FEET NORTHEAST OF THE SOUTHEAST RAIL, 13
 FE1420'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL SIGNAL BOX
 FE1420'AND SET IN THE TOP AND SOUTHWEST CORNER OF A 4 X 4 FOOT CONCRETE
 FE1420'BASE OF A STEEL RAILROAD SIGNAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0457 ***********************************************************************
 FF0457  DESIGNATION -  H 75
 FF0457  PID         -  FF0457
 FF0457  STATE/COUNTY-  TN/SHELBY
 FF0457  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0457
 FF0457                         *CURRENT SURVEY CONTROL
 FF0457  ___________________________________________________________________
 FF0457* NAD 83(1986)-  35 06 14.     (N)    090 03 42.     (W)     SCALED    
 FF0457* NAVD 88     -        88.314  (meters)     289.74   (feet)  ADJUSTED  
 FF0457  ___________________________________________________________________
 FF0457  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0457  DYNAMIC HT  -          88.234 (meters)     289.48  (feet)  COMP
 FF0457  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FF0457
 FF0457  VERT ORDER  -  FIRST     CLASS I
 FF0457
 FF0457.The horizontal coordinates were scaled from a topographic map and have
 FF0457.an estimated accuracy of +/- 6 seconds.
 FF0457
 FF0457.The orthometric height was determined by differential leveling
 FF0457.and adjusted by the National Geodetic Survey in June 1991..
 FF0457.WARNING-Repeat measurements at this control monument indicate possible
 FF0457.vertical movement.
 FF0457
 FF0457.The geoid height was determined by GEOID03.
 FF0457
 FF0457.The dynamic height is computed by dividing the NAVD 88
 FF0457.geopotential number by the normal gravity value computed on the
 FF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0457.degrees latitude (g = 980.6199 gals.).
 FF0457
 FF0457.The modeled gravity was interpolated from observed gravity values.
 FF0457
 FF0457;                    North         East    Units  Estimated Accuracy
 FF0457;SPC TN       -    93,180.      229,780.      MT  (+/- 180 meters Scaled)
 FF0457
 FF0457                          SUPERSEDED SURVEY CONTROL
 FF0457
 FF0457  NGVD 29 (??/??/??)   88.293  (m)          289.67   (f) ADJUSTED    1 1
 FF0457
 FF0457.Superseded values are not recommended for survey control.
 FF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0457.See file dsdata.txt to determine how the superseded data were derived.
 FF0457
 FF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU678885(NAD 83)
 FF0457_MARKER: DB = BENCH MARK DISK
 FF0457_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF0457_SP_SET: BUILDING
 FF0457_STAMPING: H 75 1956
 FF0457_MARK LOGO: CGS   
 FF0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF0457+STABILITY: POSITION/ELEVATION WELL
 FF0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0457+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0457
 FF0457  HISTORY     - Date     Condition        Report By
 FF0457  HISTORY     - 1956     MONUMENTED       CGS
 FF0457  HISTORY     - 1974     GOOD             NGS
 FF0457  HISTORY     - 1976     GOOD             NGS
 FF0457  HISTORY     - 1983     GOOD             NGS
 FF0457  HISTORY     - 19911112 GOOD             NGS
 FF0457  HISTORY     - 20021029 GOOD             USACE
 FF0457
 FF0457                          STATION DESCRIPTION
 FF0457
 FF0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0457'AT MEMPHIS.
 FF0457'AT MEMPHIS, 1.35 MILES SOUTH ALONG FLORIDA STREET FROM THE
 FF0457'INTERSECTION WITH CRUMP BOULEVARD, ABOUT 50 YARDS NORTH OF THE
 FF0457'JUNCTION WITH FIELDS AVENUE LEADING WEST, 99 1/2 FEET EAST OF THE
 FF0457'CENTER LINE OF FLORIDA STREET, SET VERTICALLY IN THE WEST
 FF0457'FACE OF A 3 STORY BRICK SCHOOL BUILDING 1560, 1.3 FEET NORTH OF
 FF0457'THE SOUTHWEST CORNER OF THE BUILDING AND 1.8 FEET ABOVE LEVEL
 FF0457'OF THE GROUND.
 FF0457
 FF0457                          STATION RECOVERY (1976)
 FF0457
 FF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0457'RECOVERED IN GOOD CONDITION.
 FF0457
 FF0457                          STATION RECOVERY (1983)
 FF0457
 FF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0457'RECOVERED IN GOOD CONDITION.  NOTE, SCHOOL IS THE FLORIDA STREET
 FF0457'SCHOOL.
 FF0457
 FF0457                          STATION RECOVERY (1991)
 FF0457
 FF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0457'IN MEMPHIS, SET VERTICALLY IN THE WEST FACE OF THE FLORIDA STREET
 FF0457'SCHOOL AT 1560 FLORIDA STREET, 30.2 M (99.1 FT) EAST OF THE STREET
 FF0457'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, 0.4 M (1.3 FT)
 FF0457'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 FF0457
 FF0457                          STATION RECOVERY (2002)
 FF0457
 FF0457'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0457'SCHOOL NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0473 ***********************************************************************
 FD0473  DESIGNATION -  H 77
 FD0473  PID         -  FD0473
 FD0473  STATE/COUNTY-  TN/MAURY
 FD0473  USGS QUAD   -  GLENDALE (1981)
 FD0473
 FD0473                         *CURRENT SURVEY CONTROL
 FD0473  ___________________________________________________________________
 FD0473* NAD 83(1986)-  35 32 52.     (N)    086 56 54.     (W)     SCALED    
 FD0473* NAVD 88     -       187.159  (meters)     614.04   (feet)  ADJUSTED  
 FD0473  ___________________________________________________________________
 FD0473  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0473  DYNAMIC HT  -         186.993 (meters)     613.49  (feet)  COMP
 FD0473  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FD0473
 FD0473  VERT ORDER  -  FIRST     CLASS II
 FD0473
 FD0473.The horizontal coordinates were scaled from a topographic map and have
 FD0473.an estimated accuracy of +/- 6 seconds.
 FD0473
 FD0473.The orthometric height was determined by differential leveling
 FD0473.and adjusted by the National Geodetic Survey in June 1991..
 FD0473
 FD0473.The geoid height was determined by GEOID03.
 FD0473
 FD0473.The dynamic height is computed by dividing the NAVD 88
 FD0473.geopotential number by the normal gravity value computed on the
 FD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0473.degrees latitude (g = 980.6199 gals.).
 FD0473
 FD0473.The modeled gravity was interpolated from observed gravity values.
 FD0473
 FD0473;                    North         East    Units  Estimated Accuracy
 FD0473;SPC TN       -   135,160.      514,010.      MT  (+/- 180 meters Scaled)
 FD0473
 FD0473                          SUPERSEDED SURVEY CONTROL
 FD0473
 FD0473  NGVD 29 (??/??/92)  187.143  (m)          613.99   (f) ADJ UNCH    1 2
 FD0473
 FD0473.Superseded values are not recommended for survey control.
 FD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0473.See file dsdata.txt to determine how the superseded data were derived.
 FD0473
 FD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE046337(NAD 83)
 FD0473_MARKER: DB = BENCH MARK DISK
 FD0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0473_SP_SET: CULVERT
 FD0473_STAMPING: H 77 1934
 FD0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0473
 FD0473  HISTORY     - Date     Condition        Report By
 FD0473  HISTORY     - 1934     MONUMENTED       CGS
 FD0473  HISTORY     - 1949     GOOD             NGS
 FD0473
 FD0473                          STATION DESCRIPTION
 FD0473
 FD0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0473'4.2 MI NW FROM BRYANT.
 FD0473'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0473'SCHOOL AT BRYANT, THENCE ABOUT 1.55 MILES NORTHWEST ALONG OLD
 FD0473'ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0473'RAILWAY, AT HILL, 513 FEET SOUTH-SOUTHEAST AND ACROSS OLD RAILWAY
 FD0473'BED FROM THE SOUTHWEST CORNER OF WORLEYS STORE, 150 FEET SOUTHEAST
 FD0473'OF THE CENTER OF A ROAD CROSSING, 13 FEET SOUTHWEST OF THE
 FD0473'CENTER LINE OF THE OLD RAILWAY BED AND SET IN THE TOP OF THE
 FD0473'SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 30-INCH CULVERT
 FD0473'UNDER OLD RAILWAY BED AND ABOUT LEVEL WITH RAILWAY BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1007 ***********************************************************************
 FC1007  DESIGNATION -  H 8
 FC1007  PID         -  FC1007
 FC1007  STATE/COUNTY-  TN/CUMBERLAND
 FC1007  USGS QUAD   -  CROSSVILLE (1982)
 FC1007
 FC1007                         *CURRENT SURVEY CONTROL
 FC1007  ___________________________________________________________________
 FC1007* NAD 83(1986)-  35 57 27.     (N)    085 04 33.     (W)     SCALED    
 FC1007* NAVD 88     -       560.942  (meters)    1840.36   (feet)  ADJUSTED  
 FC1007  ___________________________________________________________________
 FC1007  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FC1007  DYNAMIC HT  -         560.417 (meters)    1838.63  (feet)  COMP
 FC1007  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FC1007
 FC1007  VERT ORDER  -  SECOND    CLASS 0
 FC1007
 FC1007.The horizontal coordinates were scaled from a topographic map and have
 FC1007.an estimated accuracy of +/- 6 seconds.
 FC1007
 FC1007.The orthometric height was determined by differential leveling
 FC1007.and adjusted by the National Geodetic Survey in June 1991..
 FC1007
 FC1007.The geoid height was determined by GEOID03.
 FC1007
 FC1007.The dynamic height is computed by dividing the NAVD 88
 FC1007.geopotential number by the normal gravity value computed on the
 FC1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1007.degrees latitude (g = 980.6199 gals.).
 FC1007
 FC1007.The modeled gravity was interpolated from observed gravity values.
 FC1007
 FC1007;                    North         East    Units  Estimated Accuracy
 FC1007;SPC TN       -   180,590.      683,370.      MT  (+/- 180 meters Scaled)
 FC1007
 FC1007                          SUPERSEDED SURVEY CONTROL
 FC1007
 FC1007  NGVD 29 (??/??/92)  560.997  (m)         1840.54   (f) ADJ UNCH    2 0
 FC1007
 FC1007.Superseded values are not recommended for survey control.
 FC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1007.See file dsdata.txt to determine how the superseded data were derived.
 FC1007
 FC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE735809(NAD 83)
 FC1007_MARKER: DB = BENCH MARK DISK
 FC1007_SETTING: 66 = SET IN ROCK OUTCROP
 FC1007_SP_SET: ROCK LEDGE
 FC1007_STAMPING: 1840.705 H 8 1931
 FC1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1007+STABILITY: POSITION/ELEVATION WELL
 FC1007
 FC1007  HISTORY     - Date     Condition        Report By
 FC1007  HISTORY     - 1931     MONUMENTED       CGS
 FC1007  HISTORY     - 1934     GOOD             NGS
 FC1007  HISTORY     - 1969     GOOD             NGS
 FC1007  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC1007
 FC1007                          STATION DESCRIPTION
 FC1007
 FC1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1007'3 MI W FROM CROSSVILLE.
 FC1007'3.0 MILES WEST ALONG U.S. HIGHWAY 70 A FROM THE TENNESSEE CENTRAL
 FC1007'RAILWAY STATION AT CROSSVILLE, CUMBERLAND COUNTY, 70 YARDS WEST
 FC1007'OF THE WEST SIDE OF MR. MC CUISTIONS HOME IN 1934, 46 YARDS
 FC1007'WEST OF A CONCRETE HIGHWAY CULVERT, 63 FEET SOUTH OF THE CENTERLINE
 FC1007'OF THE HIGHWAY, IN A ROCK LEDGE, 19 FEET FROM THE WEST END, 3-1/2
 FC1007'FEET FROM THE SOUTH END, AND ABOUT 2 FEET ABOVE GROUND.  A
 FC1007'STANDARD DISK, STAMPED 1840.705 H 8 1931.
 FC1007
 FC1007                          STATION RECOVERY (1969)
 FC1007
 FC1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC1007'RECOVERED IN GOOD CONDITION.
 FC1007
 FC1007                          STATION RECOVERY (1980)
 FC1007
 FC1007'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1813 ***********************************************************************
 GB1813  DESIGNATION -  H 80
 GB1813  PID         -  GB1813
 GB1813  STATE/COUNTY-  TN/MACON
 GB1813  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1813
 GB1813                         *CURRENT SURVEY CONTROL
 GB1813  ___________________________________________________________________
 GB1813* NAD 83(1986)-  36 27 00.     (N)    085 52 51.     (W)     SCALED    
 GB1813* NAVD 88     -       308.266  (meters)    1011.37   (feet)  POSTED    
 GB1813  ___________________________________________________________________
 GB1813  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1813  DYNAMIC HT  -         308.000 (meters)    1010.50  (feet)  COMP
 GB1813  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GB1813
 GB1813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1813
 GB1813.The horizontal coordinates were scaled from a topographic map and have
 GB1813.an estimated accuracy of +/- 6 seconds.
 GB1813
 GB1813.The orthometric height was determined by differential leveling
 GB1813.and adjusted by the National Geodetic Survey in 1992..
 GB1813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1813.rate of 0.0 thru 1.0 mm/km.
 GB1813
 GB1813.The geoid height was determined by GEOID03.
 GB1813
 GB1813.The dynamic height is computed by dividing the NAVD 88
 GB1813.geopotential number by the normal gravity value computed on the
 GB1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1813.degrees latitude (g = 980.6199 gals.).
 GB1813
 GB1813.The modeled gravity was interpolated from observed gravity values.
 GB1813
 GB1813;                    North         East    Units  Estimated Accuracy
 GB1813;SPC TN       -   234,850.      610,680.      MT  (+/- 180 meters Scaled)
 GB1813
 GB1813                          SUPERSEDED SURVEY CONTROL
 GB1813
 GB1813  NGVD 29 (??/??/92)  308.355  (m)         1011.66   (f) ADJ UNCH    2 0
 GB1813
 GB1813.Superseded values are not recommended for survey control.
 GB1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1813.See file dsdata.txt to determine how the superseded data were derived.
 GB1813
 GB1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF002344(NAD 83)
 GB1813_MARKER: DB = BENCH MARK DISK
 GB1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1813_STAMPING: H 80 1935
 GB1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1813+STABILITY: SURFACE MOTION
 GB1813
 GB1813  HISTORY     - Date     Condition        Report By
 GB1813  HISTORY     - 1935     MONUMENTED       CGS
 GB1813  HISTORY     - 1966     MARK NOT FOUND   USGS
 GB1813
 GB1813                          STATION DESCRIPTION
 GB1813
 GB1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1813'6.4 MI SW FROM RED BOILING SPRINGS.
 GB1813'6.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 52 AND 56 FROM RED BOILING
 GB1813'SPRINGS, MACON COUNTY, 33 YARDS NORTHWEST OF THE JUNCTION OF STATE
 GB1813'HIGHWAY 80, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1813'24 FEET WEST OF THE NORTHWEST CORNER OF A SERVICE STATION (ESSO IN
 GB1813'1935), AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GB1813'STAMPED H 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1813
 GB1813                          STATION RECOVERY (1966)
 GB1813
 GB1813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GB1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1979 ***********************************************************************
 GB1979  DESIGNATION -  H 82
 GB1979  PID         -  GB1979
 GB1979  STATE/COUNTY-  TN/CLAY
 GB1979  USGS QUAD   -  UNION HILL (1968)
 GB1979
 GB1979                         *CURRENT SURVEY CONTROL
 GB1979  ___________________________________________________________________
 GB1979* NAD 83(1986)-  36 35 49.     (N)    085 38 24.     (W)     SCALED    
 GB1979* NAVD 88     -       296.497  (meters)     972.76   (feet)  ADJUSTED  
 GB1979  ___________________________________________________________________
 GB1979  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GB1979  DYNAMIC HT  -         296.243 (meters)     971.92  (feet)  COMP
 GB1979  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GB1979
 GB1979  VERT ORDER  -  SECOND    CLASS 0
 GB1979
 GB1979.The horizontal coordinates were scaled from a topographic map and have
 GB1979.an estimated accuracy of +/- 6 seconds.
 GB1979
 GB1979.The orthometric height was determined by differential leveling
 GB1979.and adjusted by the National Geodetic Survey in June 1991..
 GB1979
 GB1979.The geoid height was determined by GEOID03.
 GB1979
 GB1979.The dynamic height is computed by dividing the NAVD 88
 GB1979.geopotential number by the normal gravity value computed on the
 GB1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1979.degrees latitude (g = 980.6199 gals.).
 GB1979
 GB1979.The modeled gravity was interpolated from observed gravity values.
 GB1979
 GB1979;                    North         East    Units  Estimated Accuracy
 GB1979;SPC TN       -   251,210.      632,210.      MT  (+/- 180 meters Scaled)
 GB1979
 GB1979                          SUPERSEDED SURVEY CONTROL
 GB1979
 GB1979  NGVD 29 (??/??/92)  296.606  (m)          973.11   (f) ADJ UNCH    2 0
 GB1979
 GB1979.Superseded values are not recommended for survey control.
 GB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1979.See file dsdata.txt to determine how the superseded data were derived.
 GB1979
 GB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF216510(NAD 83)
 GB1979_MARKER: DB = BENCH MARK DISK
 GB1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1979_STAMPING: H 82 1935
 GB1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1979+STABILITY: SURFACE MOTION
 GB1979
 GB1979  HISTORY     - Date     Condition        Report By
 GB1979  HISTORY     - 1935     MONUMENTED       CGS
 GB1979
 GB1979                          STATION DESCRIPTION
 GB1979
 GB1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1979'1.3 MI W FROM MOSS.
 GB1979'1.3 MILES WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1979'95 YARDS EAST OF A METAL CULVERT, 14 FEET WEST OF THE NORTHWEST
 GB1979'CORNER OF A WOODED AREA, 41 FEET SOUTH OF THE CENTERLINE OF THE
 GB1979'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1979'DISK, STAMPED H 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0221 ***********************************************************************
 GC0221  DESIGNATION -  H 83
 GC0221  PID         -  GC0221
 GC0221  STATE/COUNTY-  TN/TROUSDALE
 GC0221  USGS QUAD   -  HARTSVILLE (1994)
 GC0221
 GC0221                         *CURRENT SURVEY CONTROL
 GC0221  ___________________________________________________________________
 GC0221* NAD 83(1986)-  36 23 24.     (N)    086 11 37.     (W)     SCALED    
 GC0221* NAVD 88     -       185.172  (meters)     607.52   (feet)  ADJUSTED  
 GC0221  ___________________________________________________________________
 GC0221  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0221  DYNAMIC HT  -         185.021 (meters)     607.02  (feet)  COMP
 GC0221  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0221
 GC0221  VERT ORDER  -  SECOND    CLASS 0
 GC0221
 GC0221.The horizontal coordinates were scaled from a topographic map and have
 GC0221.an estimated accuracy of +/- 6 seconds.
 GC0221
 GC0221.The orthometric height was determined by differential leveling
 GC0221.and adjusted by the National Geodetic Survey in June 1991..
 GC0221
 GC0221.The geoid height was determined by GEOID03.
 GC0221
 GC0221.The dynamic height is computed by dividing the NAVD 88
 GC0221.geopotential number by the normal gravity value computed on the
 GC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0221.degrees latitude (g = 980.6199 gals.).
 GC0221
 GC0221.The modeled gravity was interpolated from observed gravity values.
 GC0221
 GC0221;                    North         East    Units  Estimated Accuracy
 GC0221;SPC TN       -   228,210.      582,630.      MT  (+/- 180 meters Scaled)
 GC0221
 GC0221                          SUPERSEDED SURVEY CONTROL
 GC0221
 GC0221  NGVD 29 (??/??/92)  185.243  (m)          607.75   (f) ADJ UNCH    2 0
 GC0221
 GC0221.Superseded values are not recommended for survey control.
 GC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0221.See file dsdata.txt to determine how the superseded data were derived.
 GC0221
 GC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF723275(NAD 83)
 GC0221_MARKER: DB = BENCH MARK DISK
 GC0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0221_STAMPING: H 83 1935
 GC0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0221+STABILITY: SURFACE MOTION
 GC0221
 GC0221  HISTORY     - Date     Condition        Report By
 GC0221  HISTORY     - 1935     MONUMENTED       CGS
 GC0221  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0221
 GC0221                          STATION DESCRIPTION
 GC0221
 GC0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0221'1.7 MI W FROM HARTSVILLE.
 GC0221'1.7 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0221'HARTSVILLE, TROUSDALE COUNTY, 27 YARDS NORTHEAST OF THE NORTHEAST
 GC0221'CORNER OF A WHITE HOUSE, 32 FEET SOUTH OF THE CENTERLINE OF THE
 GC0221'HIGHWAY, 2.5 FEET NORTHWEST OF A GARDEN FENCE, AND 0.5 FOOT
 GC0221'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 83 1935 AND
 GC0221'SET IN THE TOP OF A CONCRETE POST.
 GC0221
 GC0221                          STATION RECOVERY (2001)
 GC0221
 GC0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0221'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0221'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1799 ***********************************************************************
 GB1799  DESIGNATION -  H 84
 GB1799  PID         -  GB1799
 GB1799  STATE/COUNTY-  TN/PUTNAM
 GB1799  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1799
 GB1799                         *CURRENT SURVEY CONTROL
 GB1799  ___________________________________________________________________
 GB1799* NAD 83(1986)-  36 09 51.     (N)    085 30 30.     (W)     SCALED    
 GB1799* NAVD 88     -       340.574  (meters)    1117.37   (feet)  ADJUSTED  
 GB1799  ___________________________________________________________________
 GB1799  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1799  DYNAMIC HT  -         340.270 (meters)    1116.37  (feet)  COMP
 GB1799  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB1799
 GB1799  VERT ORDER  -  SECOND    CLASS 0
 GB1799
 GB1799.The horizontal coordinates were scaled from a topographic map and have
 GB1799.an estimated accuracy of +/- 6 seconds.
 GB1799
 GB1799.The orthometric height was determined by differential leveling
 GB1799.and adjusted by the National Geodetic Survey in June 1991..
 GB1799.WARNING-Repeat measurements at this control monument indicate possible
 GB1799.vertical movement.
 GB1799
 GB1799.The geoid height was determined by GEOID03.
 GB1799
 GB1799.The dynamic height is computed by dividing the NAVD 88
 GB1799.geopotential number by the normal gravity value computed on the
 GB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1799.degrees latitude (g = 980.6199 gals.).
 GB1799
 GB1799.The modeled gravity was interpolated from observed gravity values.
 GB1799
 GB1799;                    North         East    Units  Estimated Accuracy
 GB1799;SPC TN       -   203,240.      644,240.      MT  (+/- 180 meters Scaled)
 GB1799
 GB1799                          SUPERSEDED SURVEY CONTROL
 GB1799
 GB1799  NGVD 29 (??/??/92)  340.654  (m)         1117.63   (f) ADJ UNCH    2 0
 GB1799
 GB1799.Superseded values are not recommended for survey control.
 GB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1799.See file dsdata.txt to determine how the superseded data were derived.
 GB1799
 GB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF341031(NAD 83)
 GB1799_MARKER: DB = BENCH MARK DISK
 GB1799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1799_SP_SET: BUILDING
 GB1799_STAMPING: H 84 1935
 GB1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1799
 GB1799  HISTORY     - Date     Condition        Report By
 GB1799  HISTORY     - 1935     MONUMENTED       CGS
 GB1799  HISTORY     - 1942     GOOD             NGS
 GB1799  HISTORY     - 1966     GOOD             NGS
 GB1799
 GB1799                          STATION DESCRIPTION
 GB1799
 GB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1799'AT COOKEVILLE.
 GB1799'AT COOKEVILLE, PUTNAM CUNTY, IN THE NORTH WALL OF THE TENNESSEE
 GB1799'CENTRAL RAILWAY STATION, 20 FEET SOUTH OF THE SOUTH RAIL OF THE
 GB1799'MAIN TRACK, 1 FOOT BELOW THE CENTERLINE OF THE DISPATCHERS
 GB1799'WINDOW, AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 GB1799'STAMPED H 84 1935 AND SET VERTICALLY.
 GB1799
 GB1799                          STATION RECOVERY (1966)
 GB1799
 GB1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0368 ***********************************************************************
 GC0368  DESIGNATION -  H 85
 GC0368  PID         -  GC0368
 GC0368  STATE/COUNTY-  TN/WILSON
 GC0368  USGS QUAD   -  HERMITAGE (1983)
 GC0368
 GC0368                         *CURRENT SURVEY CONTROL
 GC0368  ___________________________________________________________________
 GC0368* NAD 83(1986)-  36 12 02.     (N)    086 31 08.     (W)     SCALED    
 GC0368* NAVD 88     -       168.765  (meters)     553.69   (feet)  ADJUSTED  
 GC0368  ___________________________________________________________________
 GC0368  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0368  DYNAMIC HT  -         168.623 (meters)     553.22  (feet)  COMP
 GC0368  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 GC0368
 GC0368  VERT ORDER  -  SECOND    CLASS 0
 GC0368
 GC0368.The horizontal coordinates were scaled from a topographic map and have
 GC0368.an estimated accuracy of +/- 6 seconds.
 GC0368
 GC0368.The orthometric height was determined by differential leveling
 GC0368.and adjusted by the National Geodetic Survey in June 1991..
 GC0368
 GC0368.The geoid height was determined by GEOID03.
 GC0368
 GC0368.The dynamic height is computed by dividing the NAVD 88
 GC0368.geopotential number by the normal gravity value computed on the
 GC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0368.degrees latitude (g = 980.6199 gals.).
 GC0368
 GC0368.The modeled gravity was interpolated from observed gravity values.
 GC0368
 GC0368;                    North         East    Units  Estimated Accuracy
 GC0368;SPC TN       -   207,290.      553,340.      MT  (+/- 180 meters Scaled)
 GC0368
 GC0368                          SUPERSEDED SURVEY CONTROL
 GC0368
 GC0368  NGVD 29 (??/??/92)  168.814  (m)          553.85   (f) ADJ UNCH    2 0
 GC0368
 GC0368.Superseded values are not recommended for survey control.
 GC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0368.See file dsdata.txt to determine how the superseded data were derived.
 GC0368
 GC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF432063(NAD 83)
 GC0368_MARKER: DB = BENCH MARK DISK
 GC0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0368_STAMPING: H 85 1935
 GC0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0368+STABILITY: SURFACE MOTION
 GC0368
 GC0368  HISTORY     - Date     Condition        Report By
 GC0368  HISTORY     - 1935     MONUMENTED       CGS
 GC0368  HISTORY     - 1960     GOOD             NGS
 GC0368
 GC0368                          STATION DESCRIPTION
 GC0368
 GC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0368'AT MOUNT JULIET.
 GC0368'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0368'ON A PAVED ROAD TO A RAILROAD CROSSING.  THE BENCH MARK IS 26 FT.
 GC0368'EAST OF THE CENTER OF THE PAVED ROAD, 12 FT. NORTH OF THE NORTH
 GC0368'RAIL, AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 GC0368'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 GC0368'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0435 ***********************************************************************
 GC0435  DESIGNATION -  H 87
 GC0435  PID         -  GC0435
 GC0435  STATE/COUNTY-  TN/ROBERTSON
 GC0435  USGS QUAD   -  GREENBRIER (1981)
 GC0435
 GC0435                         *CURRENT SURVEY CONTROL
 GC0435  ___________________________________________________________________
 GC0435* NAD 83(1986)-  36 25 02.     (N)    086 47 32.     (W)     SCALED    
 GC0435* NAVD 88     -       246.171  (meters)     807.65   (feet)  ADJUSTED  
 GC0435  ___________________________________________________________________
 GC0435  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0435  DYNAMIC HT  -         245.961 (meters)     806.96  (feet)  COMP
 GC0435  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GC0435
 GC0435  VERT ORDER  -  SECOND    CLASS 0
 GC0435
 GC0435.The horizontal coordinates were scaled from a topographic map and have
 GC0435.an estimated accuracy of +/- 6 seconds.
 GC0435
 GC0435.The orthometric height was determined by differential leveling
 GC0435.and adjusted by the National Geodetic Survey in June 1991..
 GC0435
 GC0435.The geoid height was determined by GEOID03.
 GC0435
 GC0435.The dynamic height is computed by dividing the NAVD 88
 GC0435.geopotential number by the normal gravity value computed on the
 GC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0435.degrees latitude (g = 980.6199 gals.).
 GC0435
 GC0435.The modeled gravity was interpolated from observed gravity values.
 GC0435
 GC0435;                    North         East    Units  Estimated Accuracy
 GC0435;SPC TN       -   231,500.      528,950.      MT  (+/- 180 meters Scaled)
 GC0435
 GC0435                          SUPERSEDED SURVEY CONTROL
 GC0435
 GC0435  NGVD 29 (??/??/92)  246.198  (m)          807.73   (f) ADJ UNCH    2 0
 GC0435
 GC0435.Superseded values are not recommended for survey control.
 GC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0435.See file dsdata.txt to determine how the superseded data were derived.
 GC0435
 GC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF186302(NAD 83)
 GC0435_MARKER: DB = BENCH MARK DISK
 GC0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0435_STAMPING: H 87 1935
 GC0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0435+STABILITY: SURFACE MOTION
 GC0435
 GC0435  HISTORY     - Date     Condition        Report By
 GC0435  HISTORY     - 1935     MONUMENTED       CGS
 GC0435
 GC0435                          STATION DESCRIPTION
 GC0435
 GC0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0435'1 MI SE FROM GREENBRIER.
 GC0435'1.0 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0435'FROM THE STATION AT GREENBRIER, ROBERTSON COUNTY, 40 YARDS
 GC0435'SOUTHEAST OF A ROAD CROSSING, 39 FEET EAST OF A CONCRETE WAITING
 GC0435'ROOM, 26 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TOP
 GC0435'OF THE RAIL.  A STANDARD DISK, STAMPED H 87 1935 AND SET IN
 GC0435'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0318 ***********************************************************************
 FF0318  DESIGNATION -  H 88
 FF0318  PID         -  FF0318
 FF0318  STATE/COUNTY-  TN/SHELBY
 FF0318  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0318
 FF0318                         *CURRENT SURVEY CONTROL
 FF0318  ___________________________________________________________________
 FF0318* NAD 83(1986)-  35 12 42.     (N)    090 02 27.     (W)     SCALED    
 FF0318* NAVD 88     -        80.746  (meters)     264.91   (feet)  ADJUSTED  
 FF0318  ___________________________________________________________________
 FF0318  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0318  DYNAMIC HT  -          80.673 (meters)     264.67  (feet)  COMP
 FF0318  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FF0318
 FF0318  VERT ORDER  -  FIRST     CLASS II
 FF0318
 FF0318.The horizontal coordinates were scaled from a topographic map and have
 FF0318.an estimated accuracy of +/- 6 seconds.
 FF0318
 FF0318.The orthometric height was determined by differential leveling
 FF0318.and adjusted by the National Geodetic Survey in June 1991..
 FF0318
 FF0318.The geoid height was determined by GEOID03.
 FF0318
 FF0318.The dynamic height is computed by dividing the NAVD 88
 FF0318.geopotential number by the normal gravity value computed on the
 FF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0318.degrees latitude (g = 980.6199 gals.).
 FF0318
 FF0318.The modeled gravity was interpolated from observed gravity values.
 FF0318
 FF0318;                    North         East    Units  Estimated Accuracy
 FF0318;SPC TN       -   105,050.      232,170.      MT  (+/- 180 meters Scaled)
 FF0318
 FF0318                          SUPERSEDED SURVEY CONTROL
 FF0318
 FF0318  NGVD 29 (??/??/??)   80.706  (m)          264.78   (f) ADJUSTED    1 2
 FF0318
 FF0318.Superseded values are not recommended for survey control.
 FF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0318.See file dsdata.txt to determine how the superseded data were derived.
 FF0318
 FF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693005(NAD 83)
 FF0318_MARKER: DB = BENCH MARK DISK
 FF0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0318_STAMPING: H 88 1957
 FF0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0318+STABILITY: SURFACE MOTION
 FF0318
 FF0318  HISTORY     - Date     Condition        Report By
 FF0318  HISTORY     - 1957     MONUMENTED       CGS
 FF0318  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0318
 FF0318                          STATION DESCRIPTION
 FF0318
 FF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0318'1 MI NW FROM FRAYSER.
 FF0318'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0318'ILLINOIS CENTRAL RAILROAD, THENCE 0.55 MILE WEST ALONG MARSH
 FF0318'ROAD, AT THE INTERSECTION OF MARSH ROAD AND BENJESTOWN ROAD, 20
 FF0318'FEET SOUTH OF THE CENTER LINE OF MARSH ROAD, 22 FEET EAST OF THE
 FF0318'CENTER LINE OF BENJESTOWN ROAD, 30 FEET SOUTHEAST OF THE
 FF0318'CENTER OF THE INTERSECTION OF THE TWO ROADS, 9 FEET NORTH OF
 FF0318'POWER LINE POLE NO. 34144, 1 1/2 FEET SOUTHWEST OF A CONCRETE
 FF0318'STREET MARKER POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 FF0318'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FF0318'NOTE--MOST LIKELY DESTROYED IN WIDENING OF STREETS.  MARK WOULD
 FF0318'BE ABOUT WHERE NEW CURB IS.
 FF0318
 FF0318                          STATION RECOVERY (1974)
 FF0318
 FF0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1631 ***********************************************************************
 FE1631  DESIGNATION -  H 89
 FE1631  PID         -  FE1631
 FE1631  STATE/COUNTY-  TN/LAUDERDALE
 FE1631  USGS QUAD   -  GOLDDUST (1983)
 FE1631
 FE1631                         *CURRENT SURVEY CONTROL
 FE1631  ___________________________________________________________________
 FE1631* NAD 83(1986)-  35 37 43.     (N)    089 49 04.     (W)     SCALED    
 FE1631* NAVD 88     -        85.125  (meters)     279.28   (feet)  ADJUSTED  
 FE1631  ___________________________________________________________________
 FE1631  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1631  DYNAMIC HT  -          85.053 (meters)     279.04  (feet)  COMP
 FE1631  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FE1631
 FE1631  VERT ORDER  -  FIRST     CLASS II
 FE1631
 FE1631.The horizontal coordinates were scaled from a topographic map and have
 FE1631.an estimated accuracy of +/- 6 seconds.
 FE1631
 FE1631.The orthometric height was determined by differential leveling
 FE1631.and adjusted by the National Geodetic Survey in June 1991..
 FE1631
 FE1631.The geoid height was determined by GEOID03.
 FE1631
 FE1631.The dynamic height is computed by dividing the NAVD 88
 FE1631.geopotential number by the normal gravity value computed on the
 FE1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1631.degrees latitude (g = 980.6199 gals.).
 FE1631
 FE1631.The modeled gravity was interpolated from observed gravity values.
 FE1631
 FE1631;                    North         East    Units  Estimated Accuracy
 FE1631;SPC TN       -   150,450.      254,270.      MT  (+/- 180 meters Scaled)
 FE1631
 FE1631                          SUPERSEDED SURVEY CONTROL
 FE1631
 FE1631  NGVD 29 (??/??/??)   85.091  (m)          279.17   (f) ADJUSTED    1 2
 FE1631
 FE1631.Superseded values are not recommended for survey control.
 FE1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1631.See file dsdata.txt to determine how the superseded data were derived.
 FE1631
 FE1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE448464(NAD 83)
 FE1631_MARKER: DB = BENCH MARK DISK
 FE1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1631_STAMPING: H 89 1957
 FE1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1631+STABILITY: SURFACE MOTION
 FE1631
 FE1631  HISTORY     - Date     Condition        Report By
 FE1631  HISTORY     - 1957     MONUMENTED       CGS
 FE1631  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1631
 FE1631                          STATION DESCRIPTION
 FE1631
 FE1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1631'4.2 MI NE FROM FULTON.
 FE1631'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1631'AT FULTON, NEAR THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST,
 FE1631'49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 134 FEET
 FE1631'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF
 FE1631'THE TRADING POST STORE, 78 FEET SOUTH-SOUTHWEST OF THE CENTER
 FE1631'OF THE JUNCTION OF THE HIGHWAY AND THE GRADED ROAD LEADING
 FE1631'NORTHWEST, 124 FEET WEST-NORTHWEST OF A WELL PUMP, 55 1/2 FEET
 FE1631'WEST OF THE WEST CORNER OF A WHITE FRAME HOUSE OWNED BY MR. WAIT
 FE1631'SIMPSON, 22 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST
 FE1631'OF A FENCE LINE, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FE1631'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 FE1631'GROUND.
 FE1631
 FE1631                          STATION RECOVERY (1971)
 FE1631
 FE1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0500 ***********************************************************************
 FD0500  DESIGNATION -  H 9
 FD0500  PID         -  FD0500
 FD0500  STATE/COUNTY-  TN/MAURY
 FD0500  USGS QUAD   -  CARTERS CREEK (1982)
 FD0500
 FD0500                         *CURRENT SURVEY CONTROL
 FD0500  ___________________________________________________________________
 FD0500* NAD 83(1986)-  35 42 53.     (N)    086 59 45.     (W)     SCALED    
 FD0500* NAVD 88     -       189.781  (meters)     622.64   (feet)  ADJUSTED  
 FD0500  ___________________________________________________________________
 FD0500  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD0500  DYNAMIC HT  -         189.613 (meters)     622.09  (feet)  COMP
 FD0500  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FD0500
 FD0500  VERT ORDER  -  FIRST     CLASS II
 FD0500
 FD0500.The horizontal coordinates were scaled from a topographic map and have
 FD0500.an estimated accuracy of +/- 6 seconds.
 FD0500
 FD0500.The orthometric height was determined by differential leveling
 FD0500.and adjusted by the National Geodetic Survey in June 1991..
 FD0500
 FD0500.The geoid height was determined by GEOID03.
 FD0500
 FD0500.The dynamic height is computed by dividing the NAVD 88
 FD0500.geopotential number by the normal gravity value computed on the
 FD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0500.degrees latitude (g = 980.6199 gals.).
 FD0500
 FD0500.The modeled gravity was interpolated from observed gravity values.
 FD0500
 FD0500;                    North         East    Units  Estimated Accuracy
 FD0500;SPC TN       -   153,720.      509,900.      MT  (+/- 180 meters Scaled)
 FD0500
 FD0500                          SUPERSEDED SURVEY CONTROL
 FD0500
 FD0500  NGVD 29 (??/??/92)  189.759  (m)          622.57   (f) ADJ UNCH    1 2
 FD0500
 FD0500.Superseded values are not recommended for survey control.
 FD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0500.See file dsdata.txt to determine how the superseded data were derived.
 FD0500
 FD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE003523(NAD 83)
 FD0500_MARKER: DB = BENCH MARK DISK
 FD0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0500_STAMPING: 622.787 H 9 1931
 FD0500_MARK LOGO: CGS   
 FD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0500+STABILITY: SURFACE MOTION
 FD0500
 FD0500  HISTORY     - Date     Condition        Report By
 FD0500  HISTORY     - 1931     MONUMENTED       CGS
 FD0500  HISTORY     - 1984     GOOD             NGS
 FD0500
 FD0500                          STATION DESCRIPTION
 FD0500
 FD0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FD0500'4.5 MI SW FROM SPRING HILL.
 FD0500'4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0500'FROM SPRING HILL, MAURY COUNTY, 25 RAILS SOUTH OF THE STATION
 FD0500'AT CARTERS CREEK, AT THE FIRST CULVERT SOUTH OF THE SOUTH WATER
 FD0500'TANK, IN THE TOP OF THE CAPSTONE, AND 20 FEET EAST OF THE EAST
 FD0500'RAIL.  A STANDARD DISK, STAMPED 622.787 H 9 1931.
 FD0500
 FD0500                          STATION RECOVERY (1984)
 FD0500
 FD0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0500'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO AT THIS TIME.  4
 FD0500'INCHES FROM THE SOUTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1415 ***********************************************************************
 FE1415  DESIGNATION -  H 90
 FE1415  PID         -  FE1415
 FE1415  STATE/COUNTY-  TN/SHELBY
 FE1415  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1415
 FE1415                         *CURRENT SURVEY CONTROL
 FE1415  ___________________________________________________________________
 FE1415* NAD 83(1986)-  35 14 44.     (N)    089 59 55.     (W)     SCALED    
 FE1415* NAVD 88     -        70.548  (meters)     231.46   (feet)  POSTED    
 FE1415  ___________________________________________________________________
 FE1415  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1415  DYNAMIC HT  -          70.480 (meters)     231.23  (feet)  COMP
 FE1415  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FE1415
 FE1415  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FE1415
 FE1415.The horizontal coordinates were scaled from a topographic map and have
 FE1415.an estimated accuracy of +/- 6 seconds.
 FE1415
 FE1415.The orthometric height was determined by differential leveling
 FE1415.and adjusted by the National Geodetic Survey in 1992..
 FE1415.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FE1415.rate of 1.1 thru 2.0 mm/km.
 FE1415
 FE1415.The geoid height was determined by GEOID03.
 FE1415
 FE1415.The dynamic height is computed by dividing the NAVD 88
 FE1415.geopotential number by the normal gravity value computed on the
 FE1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1415.degrees latitude (g = 980.6199 gals.).
 FE1415
 FE1415.The modeled gravity was interpolated from observed gravity values.
 FE1415
 FE1415;                    North         East    Units  Estimated Accuracy
 FE1415;SPC TN       -   108,650.      236,170.      MT  (+/- 180 meters Scaled)
 FE1415
 FE1415                          SUPERSEDED SURVEY CONTROL
 FE1415
 FE1415  NGVD 29 (??/??/??)   70.521  (m)          231.37   (f) ADJUSTED    2 0
 FE1415
 FE1415.Superseded values are not recommended for survey control.
 FE1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1415.See file dsdata.txt to determine how the superseded data were derived.
 FE1415
 FE1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE271043(NAD 83)
 FE1415_MARKER: DB = BENCH MARK DISK
 FE1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1415_SP_SET: BRIDGE
 FE1415_STAMPING: H 90 1957
 FE1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1415
 FE1415  HISTORY     - Date     Condition        Report By
 FE1415  HISTORY     - 1957     MONUMENTED       CGS
 FE1415  HISTORY     - 19941202 POOR             TN1620
 FE1415
 FE1415                          STATION DESCRIPTION
 FE1415
 FE1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1415'2.4 MI SW FROM WOODSTOCK.
 FE1415'ABOUT 2.4 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1415'FROM THE STATION AT WOODSTOCK, ON TOP OF THE NORTHWEST END OF THE
 FE1415'BRIDGE SEAT OF THE SOUTHWEST CONCRETE ABUTMENT OF A 27 FEET
 FE1415'LONG CONCRETE BRIDGE UNDER THE TRACK, 6 1/4 FEET NORTHWEST OF THE
 FE1415'NORTHWEST RAIL, 162 FEET SOUTHWEST OF MILEPOST NO. 383, ABOUT
 FE1415'3 1/2 TELEPHONE POLES SOUTHWEST OF THE CROSSING OF THE OLD
 FE1415'MILLINGTON ROAD, 3/4 FEET SOUTH OF THE NORTH CORNER OF THE
 FE1415'BRIDGE SEAT AND 4 FEET BELOW THE TRACK.  NOTE-- ABOUT 3.45 MILES
 FE1415'NORTHEAST OF THE OVERPASS OF U.S. HIGHWAY 51 AT FRAYSER.
 FE1415
 FE1415                          STATION RECOVERY (1994)
 FE1415
 FE1415'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1415'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1333 ***********************************************************************
 FE1333  DESIGNATION -  H 91
 FE1333  PID         -  FE1333
 FE1333  STATE/COUNTY-  TN/TIPTON
 FE1333  USGS QUAD   -  DRUMMONDS (1983)
 FE1333
 FE1333                         *CURRENT SURVEY CONTROL
 FE1333  ___________________________________________________________________
 FE1333* NAD 83(1986)-  35 26 50.     (N)    089 57 44.     (W)     SCALED    
 FE1333* NAVD 88     -        76.540  (meters)     251.12   (feet)  ADJUSTED  
 FE1333  ___________________________________________________________________
 FE1333  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1333  DYNAMIC HT  -          76.472 (meters)     250.89  (feet)  COMP
 FE1333  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 FE1333
 FE1333  VERT ORDER  -  FIRST     CLASS II
 FE1333
 FE1333.The horizontal coordinates were scaled from a topographic map and have
 FE1333.an estimated accuracy of +/- 6 seconds.
 FE1333
 FE1333.The orthometric height was determined by differential leveling
 FE1333.and adjusted by the National Geodetic Survey in June 1991..
 FE1333
 FE1333.The geoid height was determined by GEOID03.
 FE1333
 FE1333.The dynamic height is computed by dividing the NAVD 88
 FE1333.geopotential number by the normal gravity value computed on the
 FE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1333.degrees latitude (g = 980.6199 gals.).
 FE1333
 FE1333.The modeled gravity was interpolated from observed gravity values.
 FE1333
 FE1333;                    North         East    Units  Estimated Accuracy
 FE1333;SPC TN       -   130,870.      240,380.      MT  (+/- 180 meters Scaled)
 FE1333
 FE1333                          SUPERSEDED SURVEY CONTROL
 FE1333
 FE1333  NGVD 29 (??/??/??)   76.508  (m)          251.01   (f) ADJUSTED    1 2
 FE1333
 FE1333.Superseded values are not recommended for survey control.
 FE1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1333.See file dsdata.txt to determine how the superseded data were derived.
 FE1333
 FE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE311266(NAD 83)
 FE1333_MARKER: DB = BENCH MARK DISK
 FE1333_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1333_SP_SET: 80 FEET
 FE1333_STAMPING: H 91 1957
 FE1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1333
 FE1333  HISTORY     - Date     Condition        Report By
 FE1333  HISTORY     - 1957     MONUMENTED       CGS
 FE1333  HISTORY     - 20020412 POOR             USACE
 FE1333
 FE1333                          STATION DESCRIPTION
 FE1333
 FE1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1333'2.5 MI NW FROM DIXONVILLE.
 FE1333'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1333'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1333'GRAVEL ROAD, 94 YARDS NORTH OF THE CENTER LINE OF THE ROAD, 80 1/2
 FE1333'FEET NORTH-NORTHWEST OF A WELL PUMP, ABOUT 80 YARDS
 FE1333'NORTH-NORTHEAST OF A STEEL BRIDGE OVER BEAR CREEK AND BENCH
 FE1333'MARK M 90, 31 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE
 FE1333'COVERED WITH RED TAR PAPER, 33 FEET WEST-SOUTHWEST OF NORTHWEST
 FE1333'CORNER OF THE WEST PORTION OF THE ABOVE HOUSE, 9 FEET
 FE1333'WEST-SOUTHWEST OF A POWER LINE POLE, 18 FEET SOUTHEAST OF A
 FE1333'TELEPHONE POLE, 173 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FE1333'CORNER OF A WOODEN BRIDGE OVER BEAR CREEK, 2 FEET ABOVE THE
 FE1333'LEVEE ALONG THE NORTH BANK OF BEAR CREEK, A DISK ON TOP OF A
 FE1333'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY
 FE1333'A 4 INCH TILE FLUSH WITH THE GROUND.  ROD WAS DRIVEN TO A DEPTH
 FE1333'OF 80 FEET.
 FE1333
 FE1333                          STATION RECOVERY (2002)
 FE1333
 FE1333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1333'FOUND ROD AND STEM OF MARK. CAP HAS BEEN SHEARED OFF AND ROD LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1562 ***********************************************************************
 FE1562  DESIGNATION -  H 92
 FE1562  PID         -  FE1562
 FE1562  STATE/COUNTY-  TN/LAUDERDALE
 FE1562  USGS QUAD   -  OPEN LAKE (1983)
 FE1562
 FE1562                         *CURRENT SURVEY CONTROL
 FE1562  ___________________________________________________________________
 FE1562* NAD 83(1986)-  35 51 10.     (N)    089 42 32.     (W)     SCALED    
 FE1562* NAVD 88     -        78.006  (meters)     255.92   (feet)  ADJUSTED  
 FE1562  ___________________________________________________________________
 FE1562  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE1562  DYNAMIC HT  -          77.940 (meters)     255.71  (feet)  COMP
 FE1562  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 FE1562
 FE1562  VERT ORDER  -  FIRST     CLASS II
 FE1562
 FE1562.The horizontal coordinates were scaled from a topographic map and have
 FE1562.an estimated accuracy of +/- 6 seconds.
 FE1562
 FE1562.The orthometric height was determined by differential leveling
 FE1562.and adjusted by the National Geodetic Survey in June 1991..
 FE1562
 FE1562.The geoid height was determined by GEOID03.
 FE1562
 FE1562.The dynamic height is computed by dividing the NAVD 88
 FE1562.geopotential number by the normal gravity value computed on the
 FE1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1562.degrees latitude (g = 980.6199 gals.).
 FE1562
 FE1562.The modeled gravity was interpolated from observed gravity values.
 FE1562
 FE1562;                    North         East    Units  Estimated Accuracy
 FE1562;SPC TN       -   174,930.      265,070.      MT  (+/- 180 meters Scaled)
 FE1562
 FE1562                          SUPERSEDED SURVEY CONTROL
 FE1562
 FE1562  NGVD 29 (??/??/??)   77.959  (m)          255.77   (f) ADJUSTED    1 2
 FE1562
 FE1562.Superseded values are not recommended for survey control.
 FE1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1562.See file dsdata.txt to determine how the superseded data were derived.
 FE1562
 FE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE553710(NAD 83)
 FE1562_MARKER: DB = BENCH MARK DISK
 FE1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1562_STAMPING: H 92 1957
 FE1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1562+STABILITY: SURFACE MOTION
 FE1562
 FE1562  HISTORY     - Date     Condition        Report By
 FE1562  HISTORY     - 1957     MONUMENTED       CGS
 FE1562  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1562
 FE1562                          STATION DESCRIPTION
 FE1562
 FE1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1562'3.4 MI SE FROM BARR.
 FE1562'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1562'STORE AND POST OFFICE AT ARP, 0.15 MILE SOUTH OF A SMALL STREAM
 FE1562'WHICH DRAINS INTO THE MISSISSIPPI RIVER FROM WADLOW POSCKET, AT
 FE1562'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 107 FEET
 FE1562'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 115 FEET NORTH
 FE1562'OF THE CENTER OF THE JUNCTION OF THE TWO ROADS, 86 FEET
 FE1562'NORTH-NORTHWEST AND ACROSS THE ROAD NORTH FROM A BLAZED
 FE1562'18 INCH TREE, 37 FEET SOUTH OF A 30 INCH PECAN TREE, 26 FEET WEST
 FE1562'OF THE CENTER LINE OF THE ROAD NORTH, 12 FEET NORTHEAST OF A
 FE1562'BLAZED 24 INCH TREE, ABOUT 165 FEET NORTH OF THE LEFT BANK OF THE
 FE1562'MISSISSIPPI RIVER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FE1562'ABOUT LEVEL WITH THE ROAD LEADING NORTH AND SET IN THE TOP OF A
 FE1562'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1562
 FE1562                          STATION RECOVERY (2002)
 FE1562
 FE1562'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1562'SUSPECTED DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1320 ***********************************************************************
 FE1320  DESIGNATION -  H 93
 FE1320  PID         -  FE1320
 FE1320  STATE/COUNTY-  TN/TIPTON
 FE1320  USGS QUAD   -  MUNFORD (1983)
 FE1320
 FE1320                         *CURRENT SURVEY CONTROL
 FE1320  ___________________________________________________________________
 FE1320* NAD 83(1986)-  35 27 07.     (N)    089 52 05.     (W)     SCALED    
 FE1320* NAVD 88     -       134.315  (meters)     440.67   (feet)  ADJUSTED  
 FE1320  ___________________________________________________________________
 FE1320  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1320  DYNAMIC HT  -         134.197 (meters)     440.28  (feet)  COMP
 FE1320  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FE1320
 FE1320  VERT ORDER  -  FIRST     CLASS I
 FE1320
 FE1320.The horizontal coordinates were scaled from a topographic map and have
 FE1320.an estimated accuracy of +/- 6 seconds.
 FE1320
 FE1320.The orthometric height was determined by differential leveling
 FE1320.and adjusted by the National Geodetic Survey in June 1991..
 FE1320
 FE1320.The geoid height was determined by GEOID03.
 FE1320
 FE1320.The dynamic height is computed by dividing the NAVD 88
 FE1320.geopotential number by the normal gravity value computed on the
 FE1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1320.degrees latitude (g = 980.6199 gals.).
 FE1320
 FE1320.The modeled gravity was interpolated from observed gravity values.
 FE1320
 FE1320;                    North         East    Units  Estimated Accuracy
 FE1320;SPC TN       -   131,050.      248,950.      MT  (+/- 180 meters Scaled)
 FE1320
 FE1320                          SUPERSEDED SURVEY CONTROL
 FE1320
 FE1320  NGVD 29 (??/??/??)  134.290  (m)          440.58   (f) ADJUSTED    1 1
 FE1320
 FE1320.Superseded values are not recommended for survey control.
 FE1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1320.See file dsdata.txt to determine how the superseded data were derived.
 FE1320
 FE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE396269(NAD 83)
 FE1320_MARKER: DB = BENCH MARK DISK
 FE1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1320_STAMPING: H 93 1957
 FE1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1320+STABILITY: SURFACE MOTION
 FE1320
 FE1320  HISTORY     - Date     Condition        Report By
 FE1320  HISTORY     - 1957     MONUMENTED       CGS
 FE1320  HISTORY     - 1974     GOOD             NGS
 FE1320  HISTORY     - 20021003 POOR             USACE
 FE1320
 FE1320                          STATION DESCRIPTION
 FE1320
 FE1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1320'3.1 MI W FROM MUNFORD.
 FE1320'ABOUT 3.1 MILES WEST ALONG AN ASPHALT ROAD FROM THE
 FE1320'MUNFORD-PRESBYTERIAN CHURCH AT MUNFORD, 0.2 MILE EAST OF THE
 FE1320'CAMPGROUND METHODIST CHURCH, 0.1 MILE EAST OF THE JUNCTION WITH
 FE1320'AN ASPHALT ROAD LEADING NORTH, 50 FEET NORTH OF AND ACROSS THE
 FE1320'ROAD FROM A TELEPHONE POLE, 215 FEET EAST OF A POWER LINE POLE
 FE1320'WITH A BRANCH LINE NORTH, 1 FOOT NORTHWEST OF A METAL WITNESS
 FE1320'POST, 1 1/2 FEET ABOVE ROAD AND IN THE TOP OF A CONCRETE POST
 FE1320'PROJECTING 3-INCHES.
 FE1320
 FE1320                          STATION RECOVERY (2002)
 FE1320
 FE1320'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1320'MARK HAS BEEN HIT BY HEAVY EQUIPMENT AND IS NO LONGER USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0898 ***********************************************************************
 GD0898  DESIGNATION -  H 95
 GD0898  PID         -  GD0898
 GD0898  STATE/COUNTY-  TN/DYER
 GD0898  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0898
 GD0898                         *CURRENT SURVEY CONTROL
 GD0898  ___________________________________________________________________
 GD0898* NAD 83(1986)-  36 01 04.     (N)    089 41 02.     (W)     SCALED    
 GD0898* NAVD 88     -        80.231  (meters)     263.22   (feet)  ADJUSTED  
 GD0898  ___________________________________________________________________
 GD0898  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0898  DYNAMIC HT  -          80.164 (meters)     263.00  (feet)  COMP
 GD0898  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GD0898
 GD0898  VERT ORDER  -  FIRST     CLASS II
 GD0898
 GD0898.The horizontal coordinates were scaled from a topographic map and have
 GD0898.an estimated accuracy of +/- 6 seconds.
 GD0898
 GD0898.The orthometric height was determined by differential leveling
 GD0898.and adjusted by the National Geodetic Survey in June 1991..
 GD0898
 GD0898.The geoid height was determined by GEOID03.
 GD0898
 GD0898.The dynamic height is computed by dividing the NAVD 88
 GD0898.geopotential number by the normal gravity value computed on the
 GD0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0898.degrees latitude (g = 980.6199 gals.).
 GD0898
 GD0898.The modeled gravity was interpolated from observed gravity values.
 GD0898
 GD0898;                    North         East    Units  Estimated Accuracy
 GD0898;SPC TN       -   193,140.      268,020.      MT  (+/- 180 meters Scaled)
 GD0898
 GD0898                          SUPERSEDED SURVEY CONTROL
 GD0898
 GD0898  NGVD 29 (??/??/??)   80.171  (m)          263.03   (f) ADJUSTED    1 2
 GD0898
 GD0898.Superseded values are not recommended for survey control.
 GD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0898.See file dsdata.txt to determine how the superseded data were derived.
 GD0898
 GD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE581892(NAD 83)
 GD0898_MARKER: DB = BENCH MARK DISK
 GD0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0898_STAMPING: H 95 1957
 GD0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0898+STABILITY: SURFACE MOTION
 GD0898
 GD0898  HISTORY     - Date     Condition        Report By
 GD0898  HISTORY     - 1957     MONUMENTED       CGS
 GD0898  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0898
 GD0898                          STATION DESCRIPTION
 GD0898
 GD0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0898'1 MI N FROM MIDWAY.
 GD0898'ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD
 GD0898'JUNCTION AND BAPTIST CHURCH AT MIDWAY, ABOUT 0.5 MILE NORTH OF A
 GD0898'RIGHT ANGLE TURN IN ROAD WITH TANGENTS EXTENDING NORTH AND WEST,
 GD0898'66 FEET EAST OF CENTER LINE OF ROAD, 32 FEET NORTH-NORTHEAST OF
 GD0898'THE NORTH ONE OF THREE 30-INCH PECAN TREES, 36 FEET WEST-NORTHWEST
 GD0898'OF NORTHWEST CORNER OF FERRELL GAY RESIDENCE, 4 FEET WEST OF A WELL
 GD0898'WITH PUMP, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 GD0898'POST FLUSH WITH GROUND.
 GD0898
 GD0898                          STATION RECOVERY (2002)
 GD0898
 GD0898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0898'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0874 ***********************************************************************
 GD0874  DESIGNATION -  H 96
 GD0874  PID         -  GD0874
 GD0874  STATE/COUNTY-  TN/DYER
 GD0874  USGS QUAD   -  TENNEMO (1983)
 GD0874
 GD0874                         *CURRENT SURVEY CONTROL
 GD0874  ___________________________________________________________________
 GD0874* NAD 83(1986)-  36 07 49.     (N)    089 34 27.     (W)     SCALED    
 GD0874* NAVD 88     -        81.904  (meters)     268.71   (feet)  ADJUSTED  
 GD0874  ___________________________________________________________________
 GD0874  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0874  DYNAMIC HT  -          81.836 (meters)     268.49  (feet)  COMP
 GD0874  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GD0874
 GD0874  VERT ORDER  -  FIRST     CLASS II
 GD0874
 GD0874.The horizontal coordinates were scaled from a topographic map and have
 GD0874.an estimated accuracy of +/- 6 seconds.
 GD0874
 GD0874.The orthometric height was determined by differential leveling
 GD0874.and adjusted by the National Geodetic Survey in June 1991..
 GD0874
 GD0874.The geoid height was determined by GEOID03.
 GD0874
 GD0874.The dynamic height is computed by dividing the NAVD 88
 GD0874.geopotential number by the normal gravity value computed on the
 GD0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0874.degrees latitude (g = 980.6199 gals.).
 GD0874
 GD0874.The modeled gravity was interpolated from observed gravity values.
 GD0874
 GD0874;                    North         East    Units  Estimated Accuracy
 GD0874;SPC TN       -   205,240.      278,360.      MT  (+/- 180 meters Scaled)
 GD0874
 GD0874                          SUPERSEDED SURVEY CONTROL
 GD0874
 GD0874  NGVD 29 (??/??/??)   81.833  (m)          268.48   (f) ADJUSTED    1 2
 GD0874
 GD0874.Superseded values are not recommended for survey control.
 GD0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0874.See file dsdata.txt to determine how the superseded data were derived.
 GD0874
 GD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF683014(NAD 83)
 GD0874_MARKER: DB = BENCH MARK DISK
 GD0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0874_STAMPING: H 96 1957
 GD0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0874+STABILITY: SURFACE MOTION
 GD0874
 GD0874  HISTORY     - Date     Condition        Report By
 GD0874  HISTORY     - 1957     MONUMENTED       CGS
 GD0874  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0874
 GD0874                          STATION DESCRIPTION
 GD0874
 GD0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0874'2.2 MI S FROM TENNEMO.
 GD0874'ABOUT 2.15 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING THE TOP
 GD0874'OF LEVEE FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO,
 GD0874'AT THE JUNCTION OF LEVEE ROAD AND A GRAVEL ROAD LEADING WEST AND
 GD0874'NORTHWEST TO A FARM HOUSE, 94 FEET WEST OF CENTER LINE OF LEVEE
 GD0874'ROAD, 16 FEET SOUTHWEST OF CENTER LINE OF ROAD TO FARM HOUSE,
 GD0874'62 FEET SOUTHWEST OF SOUTHWEST CORNER OF A SMALL FRAME BUILDING,
 GD0874'3 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH
 GD0874'FENCE LINE, 67 FEET EAST-SOUTHEAST OF THE EAST ONE OF A GROUP
 GD0874'OF 20-INCH PECAN TREES, 2 FEET NORTH OF A CONCRETE WITNESS
 GD0874'POST, ABOUT 8 FEET BELOW LEVEL OF LEVEE ROAD AND SET IN THE
 GD0874'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0874
 GD0874                          STATION RECOVERY (2002)
 GD0874
 GD0874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0937 ***********************************************************************
 GA0937  DESIGNATION -  H 97
 GA0937  PID         -  GA0937
 GA0937  STATE/COUNTY-  TN/WASHINGTON
 GA0937  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0937
 GA0937                         *CURRENT SURVEY CONTROL
 GA0937  ___________________________________________________________________
 GA0937* NAD 83(1986)-  36 24 13.     (N)    082 37 05.     (W)     SCALED    
 GA0937* NAVD 88     -       494.265  (meters)    1621.60   (feet)  ADJUSTED  
 GA0937  ___________________________________________________________________
 GA0937  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0937  DYNAMIC HT  -         493.802 (meters)    1620.08  (feet)  COMP
 GA0937  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 GA0937
 GA0937  VERT ORDER  -  SECOND    CLASS 0
 GA0937
 GA0937.The horizontal coordinates were scaled from a topographic map and have
 GA0937.an estimated accuracy of +/- 6 seconds.
 GA0937
 GA0937.The orthometric height was determined by differential leveling
 GA0937.and adjusted by the National Geodetic Survey in June 1991..
 GA0937
 GA0937.The geoid height was determined by GEOID03.
 GA0937
 GA0937.The dynamic height is computed by dividing the NAVD 88
 GA0937.geopotential number by the normal gravity value computed on the
 GA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0937.degrees latitude (g = 980.6199 gals.).
 GA0937
 GA0937.The modeled gravity was interpolated from observed gravity values.
 GA0937
 GA0937;                    North         East    Units  Estimated Accuracy
 GA0937;SPC TN       -   234,940.      903,310.      MT  (+/- 180 meters Scaled)
 GA0937
 GA0937                          SUPERSEDED SURVEY CONTROL
 GA0937
 GA0937  NGVD 29 (??/??/92)  494.400  (m)         1622.04   (f) ADJ UNCH    2 0
 GA0937
 GA0937.Superseded values are not recommended for survey control.
 GA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0937.See file dsdata.txt to determine how the superseded data were derived.
 GA0937
 GA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA549299(NAD 83)
 GA0937_MARKER: DB = BENCH MARK DISK
 GA0937_SETTING: 66 = SET IN ROCK OUTCROP
 GA0937_SP_SET: ROCK OUTCROP
 GA0937_STAMPING: H 97 1935
 GA0937_MARK LOGO: CGS   
 GA0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0937+STABILITY: POSITION/ELEVATION WELL
 GA0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0937+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1987
 GA0937
 GA0937  HISTORY     - Date     Condition        Report By
 GA0937  HISTORY     - 1935     MONUMENTED       CGS
 GA0937  HISTORY     - 1961     GOOD             NGS
 GA0937  HISTORY     - 19870529 GOOD             TNDT
 GA0937  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0937
 GA0937                          STATION DESCRIPTION
 GA0937
 GA0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0937'0.5 MI S FROM FALL BRANCH.
 GA0937'AT FALL BRANCH, WASHINGTON COUNTY, ON STATE HIGHWAY 81, 100 YARDS
 GA0937'SOUTH OF A COUNTY ROAD, 40 YARDS NORTH OF A BARN, 57 FEET EAST
 GA0937'OF THE CENTERLINE OF THE HIGHWAY, 30 YARDS WEST OF A WATER TROUGH,
 GA0937'21 FEET EAST OF A WIRE FENCE, IN THE TOP OF A ROCK OUTCROP, AND
 GA0937'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 97 1935.
 GA0937
 GA0937                          STATION RECOVERY (1987)
 GA0937
 GA0937'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA0937'RECOVERED IN GOOD CONDITION.
 GA0937
 GA0937                          STATION RECOVERY (2001)
 GA0937
 GA0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0937'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0810 ***********************************************************************
 GA0810  DESIGNATION -  H 98
 GA0810  PID         -  GA0810
 GA0810  STATE/COUNTY-  TN/GREENE
 GA0810  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0810
 GA0810                         *CURRENT SURVEY CONTROL
 GA0810  ___________________________________________________________________
 GA0810* NAD 83(1986)-  36 21 56.     (N)    082 38 23.     (W)     SCALED    
 GA0810* NAVD 88     -       526.117  (meters)    1726.10   (feet)  ADJUSTED  
 GA0810  ___________________________________________________________________
 GA0810  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0810  DYNAMIC HT  -         525.621 (meters)    1724.47  (feet)  COMP
 GA0810  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 GA0810
 GA0810  VERT ORDER  -  SECOND    CLASS 0
 GA0810
 GA0810.The horizontal coordinates were scaled from a topographic map and have
 GA0810.an estimated accuracy of +/- 6 seconds.
 GA0810
 GA0810.The orthometric height was determined by differential leveling
 GA0810.and adjusted by the National Geodetic Survey in June 1991..
 GA0810
 GA0810.The geoid height was determined by GEOID03.
 GA0810
 GA0810.The dynamic height is computed by dividing the NAVD 88
 GA0810.geopotential number by the normal gravity value computed on the
 GA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0810.degrees latitude (g = 980.6199 gals.).
 GA0810
 GA0810.The modeled gravity was interpolated from observed gravity values.
 GA0810
 GA0810;                    North         East    Units  Estimated Accuracy
 GA0810;SPC TN       -   230,650.      901,510.      MT  (+/- 180 meters Scaled)
 GA0810
 GA0810                          SUPERSEDED SURVEY CONTROL
 GA0810
 GA0810  NGVD 29 (??/??/92)  526.256  (m)         1726.56   (f) ADJ UNCH    2 0
 GA0810
 GA0810.Superseded values are not recommended for survey control.
 GA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0810.See file dsdata.txt to determine how the superseded data were derived.
 GA0810
 GA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA528257(NAD 83)
 GA0810_MARKER: DB = BENCH MARK DISK
 GA0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0810_STAMPING: H 98 1935
 GA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0810+STABILITY: SURFACE MOTION
 GA0810
 GA0810  HISTORY     - Date     Condition        Report By
 GA0810  HISTORY     - 1935     MONUMENTED       CGS
 GA0810
 GA0810                          STATION DESCRIPTION
 GA0810
 GA0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0810'4.9 MI SW FROM FALL BRANCH.
 GA0810'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81 FROM
 GA0810'FALL BRANCH, WASHINGTON COUNTY, THENCE 1.7 MILES SOUTHWEST ALONG
 GA0810'STATE HIGHWAY 93, AT THE J.E. BRADLEY RESIDENCE AND STORE, 40 YARDS
 GA0810'SOUTHEAST OF THE HOUSE, 27 YARDS NORTH OF THE NORTHEAST CORNER
 GA0810'OF THE STORE, 10 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GA0810'9 YARDS NORTHEAST OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTHEAST
 GA0810'OF A FENCE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GA0810'DISK, STAMPED H 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0874 ***********************************************************************
 GA0874  DESIGNATION -  H 99
 GA0874  PID         -  GA0874
 GA0874  STATE/COUNTY-  TN/GREENE
 GA0874  USGS QUAD   -  MOSHEIM (1971)
 GA0874
 GA0874                         *CURRENT SURVEY CONTROL
 GA0874  ___________________________________________________________________
 GA0874* NAD 83(1986)-  36 14 46.     (N)    082 55 36.     (W)     SCALED    
 GA0874* NAVD 88     -       342.918  (meters)    1125.06   (feet)  ADJUSTED  
 GA0874  ___________________________________________________________________
 GA0874  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0874  DYNAMIC HT  -         342.599 (meters)    1124.01  (feet)  COMP
 GA0874  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 GA0874
 GA0874  VERT ORDER  -  SECOND    CLASS 0
 GA0874
 GA0874.The horizontal coordinates were scaled from a topographic map and have
 GA0874.an estimated accuracy of +/- 6 seconds.
 GA0874
 GA0874.The orthometric height was determined by differential leveling
 GA0874.and adjusted by the National Geodetic Survey in June 1991..
 GA0874
 GA0874.The geoid height was determined by GEOID03.
 GA0874
 GA0874.The dynamic height is computed by dividing the NAVD 88
 GA0874.geopotential number by the normal gravity value computed on the
 GA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0874.degrees latitude (g = 980.6199 gals.).
 GA0874
 GA0874.The modeled gravity was interpolated from observed gravity values.
 GA0874
 GA0874;                    North         East    Units  Estimated Accuracy
 GA0874;SPC TN       -   216,560.      876,190.      MT  (+/- 180 meters Scaled)
 GA0874
 GA0874                          SUPERSEDED SURVEY CONTROL
 GA0874
 GA0874  NGVD 29 (??/??/92)  343.062  (m)         1125.53   (f) ADJ UNCH    2 0
 GA0874
 GA0874.Superseded values are not recommended for survey control.
 GA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0874.See file dsdata.txt to determine how the superseded data were derived.
 GA0874
 GA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA268129(NAD 83)
 GA0874_MARKER: DB = BENCH MARK DISK
 GA0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0874_STAMPING: H 99 1935
 GA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0874+STABILITY: SURFACE MOTION
 GA0874
 GA0874  HISTORY     - Date     Condition        Report By
 GA0874  HISTORY     - 1935     MONUMENTED       CGS
 GA0874  HISTORY     - 1950     GOOD             TVA
 GA0874
 GA0874                          STATION DESCRIPTION
 GA0874
 GA0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0874'1.1 MI W FROM ALBANY.
 GA0874'1.1 MILES WEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0874'AT ALBANY, GREENE COUNTY, AT THE MOE OLIVER RESIDENCE, 43 FEET
 GA0874'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 32 FEET NORTH
 GA0874'OF THE CENTERLINE OF THE HIGHWAY, 2-1/2 FEET SOUTHEAST OF
 GA0874'A SOUTHEAST FENCE CORNER, 6 FEET HIGHER THAN THE HIGHWAY, 7
 GA0874'FEET SOUTH AT THE CORNER OF JOE OLIVERS FRONT YARD AND 25.8
 GA0874'FEET NORTHWEST OF SOUTHWEST CORNER OF GARAGE.  A STANDARD DISK,
 GA0874'STAMPED H 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0874
 GA0874                          STATION RECOVERY (1950)
 GA0874
 GA0874'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2488 ***********************************************************************
 FE2488  DESIGNATION -  H B DURYEA TRACT TANK
 FE2488  PID         -  FE2488
 FE2488  STATE/COUNTY-  TN/HARDEMAN
 FE2488  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2488
 FE2488                         *CURRENT SURVEY CONTROL
 FE2488  ___________________________________________________________________
 FE2488* NAD 83(1995)-  35 08 46.63433(N)    089 08 02.82034(W)     ADJUSTED  
 FE2488* NAVD 88     -                                                        
 FE2488  ___________________________________________________________________
 FE2488  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FE2488  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2488
 FE2488  HORZ ORDER  -  THIRD
 FE2488
 FE2488.The horizontal coordinates were established by classical geodetic methods
 FE2488.and adjusted by the National Geodetic Survey in April 1999..
 FE2488
 FE2488
 FE2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2488
 FE2488.The geoid height was determined by GEOID03.
 FE2488
 FE2488;                    North         East     Units Scale Factor Converg.
 FE2488;SPC TN       -    94,770.792   314,445.466   MT  1.00001992   -1 50 05.4
 FE2488;SPC TN       -   310,927.17  1,031,643.17   sFT  1.00001992   -1 50 05.4
 FE2488;UTM  16      - 3,891,350.807   305,590.248   MT  1.00006581   -1 13 44.1
 FE2488
 FE2488                          SUPERSEDED SURVEY CONTROL
 FE2488
 FE2488  NAD 83(1995)-  35 08 46.63654(N)    089 08 02.82037(W) AD(       ) 4
 FE2488  NAD 83(1995)-  35 08 46.64146(N)    089 08 02.82041(W) AD(       ) 4
 FE2488  NAD 83(1986)-  35 08 46.64626(N)    089 08 02.82042(W) AD(       ) 4
 FE2488  NAD 27      -  35 08 46.34000(N)    089 08 02.59000(W) AD(       ) 3
 FE2488
 FE2488.Superseded values are not recommended for survey control.
 FE2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2488.See file dsdata.txt to determine how the superseded data were derived.
 FE2488
 FE2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0559091351(NAD 83)
 FE2488_MARKER: 51 = TANK
 FE2488
 FE2488  HISTORY     - Date     Condition        Report By
 FE2488  HISTORY     - 1914     FIRST OBSERVED   CGS
 FE2488  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 FE2488
 FE2488                          STATION DESCRIPTION
 FE2488
 FE2488'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2576 ***********************************************************************
 GB2576  DESIGNATION -  HACKLE
 GB2576  PID         -  GB2576
 GB2576  STATE/COUNTY-  TN/CAMPBELL
 GB2576  USGS QUAD   -  PIONEER (1979)
 GB2576
 GB2576                         *CURRENT SURVEY CONTROL
 GB2576  ___________________________________________________________________
 GB2576* NAD 83(1995)-  36 25 40.26409(N)    084 18 08.25513(W)     ADJUSTED  
 GB2576* NAVD 88     -       719.6    (meters)    2361.     (feet)  VERTCON   
 GB2576  ___________________________________________________________________
 GB2576  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GB2576  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB2576
 GB2576  HORZ ORDER  -  SECOND
 GB2576
 GB2576.The horizontal coordinates were established by classical geodetic methods
 GB2576.and adjusted by the National Geodetic Survey in April 1999..
 GB2576
 GB2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2576
 GB2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2576
 GB2576.The geoid height was determined by GEOID03.
 GB2576
 GB2576;                    North         East     Units Scale Factor Converg.
 GB2576;SPC TN       -   233,710.199   752,233.089   MT  1.00000200   +0 59 38.1
 GB2576;SPC TN       -   766,764.21  2,467,951.39   sFT  1.00000200   +0 59 38.1
 GB2576;SPC KY1Z     - 1,011,497.982 1,629,845.387   MT  1.00022118   +0 53 19.8
 GB2576;SPC KY1Z     - 3,318,556.30  5,347,251.07   sFT  1.00022118   +0 53 19.8
 GB2576;SPC KY S     -   511,483.859   629,825.820   MT  1.00006947   +0 52 40.7
 GB2576;SPC KY S     - 1,678,093.29  2,066,353.54   sFT  1.00006947   +0 52 40.7
 GB2576;UTM  16      - 4,034,787.392   741,844.371   MT  1.00032068   +1 36 09.7
 GB2576
 GB2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2576!SPC TN       -   0.99989169  x   1.00000200  =   0.99989369
 GB2576!SPC KY1Z     -   0.99989169  x   1.00022118  =   1.00011284
 GB2576!SPC KY S     -   0.99989169  x   1.00006947  =   0.99996115
 GB2576!UTM  16      -   0.99989169  x   1.00032068  =   1.00021233
 GB2576
 GB2576|---------------------------------------------------------------------|
 GB2576| PID    Reference Object                     Distance      Geod. Az  |
 GB2576|                                                           dddmmss.s |
 GB2576| DB9891 HACKLE RM 1                          17.138 METERS 14043     |
 GB2576| DB9892 HACKLE RM 2                          19.302 METERS 24538     |
 GB2576| DB9890 HACKLE AZ MK                                       2902923.7 |
 GB2576| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX. 5.7 KM 3034849.8 |
 GB2576|---------------------------------------------------------------------|
 GB2576
 GB2576                          SUPERSEDED SURVEY CONTROL
 GB2576
 GB2576  NAD 83(1995)-  36 25 40.26570(N)    084 18 08.25704(W) AD(       ) 2
 GB2576  NAD 83(1995)-  36 25 40.27205(N)    084 18 08.25954(W) AD(       ) 2
 GB2576  NAD 83(1986)-  36 25 40.27416(N)    084 18 08.25711(W) AD(       ) 2
 GB2576  NAD 27      -  36 25 39.98620(N)    084 18 08.49860(W) AD(       ) 2
 GB2576  NGVD 29 (07/19/86)  719.7    (m)         2361.     (f) VERT ANG       
 GB2576
 GB2576.Superseded values are not recommended for survey control.
 GB2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2576.See file dsdata.txt to determine how the superseded data were derived.
 GB2576
 GB2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4184434787(NAD 83)
 GB2576_MARKER: DE = TRAVERSE STATION DISK
 GB2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2576
 GB2576  HISTORY     - Date     Condition        Report By
 GB2576  HISTORY     - 1961     MONUMENTED       CGS
 GB2576
 GB2576                          STATION DESCRIPTION
 GB2576
 GB2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2576'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ELK VALLEY, ABOUT 4
 GB2576'MILES NORTHWEST OF ROYAL
 GB2576'BLUE, AND ON THE HIGHEST POINT OF A HILL LOCALLY
 GB2576'KNOWN AS HACKLE KNOB.
 GB2576'
 GB2576'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2576'ROUTE 63 WHICH IS LOCATED
 GB2576'IN THE EAST SECTION OF CARYVILLE, GO NORTHWEST ON
 GB2576'STATE ROUTE 63 FOR 10.2 MILES TO
 GB2576'THE JUNCTION OF STATE ROUTE 63 AND
 GB2576'ELK VALLEY ROAD AT THE BLUE BIRD CAFE AND GULF
 GB2576'SERVICE STATION.  KEEP
 GB2576'RIGHT, ON ELK VALLEY ROAD AND GO 0.1 MILE TO A SIDE ROAD ON THE
 GB2576'RIGHT AT SIGN,
 GB2576'EMMANUEL MISSION BAPTIST CHURCH.  TURN SHARP RIGHT ON A
 GB2576'GRAVELED ROAD AND GO 0.15
 GB2576'MILE TO A FORK.  KEEP RIGHT, ON A TRACK
 GB2576'ROAD UP HILL AND GO 0.8 MILE TO A FORK.
 GB2576'KEEP LEFT AND PROCEED UP
 GB2576'HILL FOR 0.55 MILE TO THE HIGHEST POINT, A LEFT CURVE IN
 GB2576'THE TRACK ROAD
 GB2576'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GB2576'
 GB2576'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HACKLE 1961,
 GB2576'SET IN A CONCRETE
 GB2576'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 19 FEET NORTHEAST
 GB2576'OF THE CENTER OF A TRACK
 GB2576'ROAD, 15 FEET SOUTH OF A 10-INCH TRIANGULAR
 GB2576'BLAZED PINE TREE, AND 2.7 FEET NORTHEAST OF
 GB2576'A WITNESS SIGN.
 GB2576'
 GB2576'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HACKLE NO 1 1961,
 GB2576'CEMENTED IN A DRILL HOLE IN
 GB2576'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS
 GB2576'47 FEET EAST OF THE CENTER OF A
 GB2576'TRACK ROAD, 3 FEET SOUTHWEST OF A
 GB2576'10-INCH TRIANGULAR BLAZED TREE, AND ABOUT 4 FEET
 GB2576'LOWER THAN THE
 GB2576'STATION MARK.
 GB2576'
 GB2576'REFERENCE MARK NO. 2 IS STANDARD DISK, STAMPED HACKLE NO 2 1961,
 GB2576'CEMENTED IN A DRILL HOLE IN
 GB2576'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS 25
 GB2576'FEET SOUTH OF THE CENTER OF A
 GB2576'TRACK ROAD, 9 FEET EAST OF A 12-INCH
 GB2576'TRIANGULAR BLAZED TREE, AND ABOUT 2 FEET LOWER
 GB2576'THAN THE STATION MARK.
 GB2576'
 GB2576'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HACKLE 1961, CEMENTED IN
 GB2576'A DRILL HOLE IN
 GB2576'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS 16 FEET
 GB2576'NORTHEAST OF A 14-INCH
 GB2576'TRIANGULAR BLAZED OAK TREE, 6 FEET EAST OF THE
 GB2576'CENTER OF A TRACK ROAD, AND 2.8 FEET
 GB2576'NORTHWEST OF A WITNESS SIGN.
 GB2576'
 GB2576'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED ON THE TRACK ROAD
 GB2576'WEST AND NORTH TO THE
 GB2576'AZIMUTH MARK ON THE RIGHT, A TOTAL DISTANCE OF 0.25
 GB2576'MILE.
 GB2576'
 GB2576'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2213 ***********************************************************************
 FE2213  DESIGNATION -  HAGARD
 FE2213  PID         -  FE2213
 FE2213  STATE/COUNTY-  TN/BENTON
 FE2213  USGS QUAD   -  ROCKPORT (1987)
 FE2213
 FE2213                         *CURRENT SURVEY CONTROL
 FE2213  ___________________________________________________________________
 FE2213* NAD 83(1995)-  35 55 38.65301(N)    088 01 37.03687(W)     ADJUSTED  
 FE2213* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FE2213  ___________________________________________________________________
 FE2213  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2213  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FE2213
 FE2213  HORZ ORDER  -  SECOND
 FE2213
 FE2213.The horizontal coordinates were established by classical geodetic methods
 FE2213.and adjusted by the National Geodetic Survey in April 1999..
 FE2213
 FE2213.The orthometric height was scaled from a topographic map.
 FE2213
 FE2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2213
 FE2213.The geoid height was determined by GEOID03.
 FE2213
 FE2213;                    North         East     Units Scale Factor Converg.
 FE2213;SPC TN       -   178,754.793   417,097.210   MT  0.99994972   -1 11 12.0
 FE2213;SPC TN       -   586,464.68  1,368,426.43   sFT  0.99994972   -1 11 12.0
 FE2213;UTM  16      - 3,976,383.694   407,356.701   MT  0.99970576   -0 36 09.4
 FE2213
 FE2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2213!SPC TN       -   0.99997338  x   0.99994972  =   0.99992311
 FE2213!UTM  16      -   0.99997338  x   0.99970576  =   0.99967915
 FE2213
 FE2213:                Primary Azimuth Mark                     Grid Az
 FE2213:SPC TN       -  NEW JOHNSONVILLE TVA PLT N STK           019 28 10.0
 FE2213:UTM  16      -  NEW JOHNSONVILLE TVA PLT N STK           018 53 07.4
 FE2213
 FE2213|---------------------------------------------------------------------|
 FE2213| PID    Reference Object                     Distance      Geod. Az  |
 FE2213|                                                           dddmmss.s |
 FE2213| GC2622 NEW JOHNSONVILLE TVA PLT N STK      APPROX.11.7 KM 0181658.0 |
 FE2213| CG3407 HAGARD AZ MK                                       0832113.3 |
 FE2213| FE2214 RUSSELL FIELD LOT WT 1              APPROX. 1.5 KM 2234039.8 |
 FE2213| CG3409 HAGARD RM 2                          32.254 METERS 23037     |
 FE2213| CG3408 HAGARD RM 1                          41.002 METERS 32621     |
 FE2213|---------------------------------------------------------------------|
 FE2213
 FE2213                          SUPERSEDED SURVEY CONTROL
 FE2213
 FE2213  NAD 83(1995)-  35 55 38.65458(N)    088 01 37.04238(W) AD(       ) 2
 FE2213  NAD 83(1986)-  35 55 38.66301(N)    088 01 37.03772(W) AD(       ) 2
 FE2213  NAD 27      -  35 55 38.44100(N)    088 01 36.91500(W) AD(       ) 2
 FE2213
 FE2213.Superseded values are not recommended for survey control.
 FE2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2213.See file dsdata.txt to determine how the superseded data were derived.
 FE2213
 FE2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0735776384(NAD 83)
 FE2213_MARKER: DS = TRIANGULATION STATION DISK
 FE2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2213_STAMPING: HAGARD 1934
 FE2213_MARK LOGO: CGS   
 FE2213_PROJECTION: PROJECTING 30 CENTIMETERS
 FE2213_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2213+STABILITY: SURFACE MOTION
 FE2213
 FE2213  HISTORY     - Date     Condition        Report By
 FE2213  HISTORY     - 1934     MONUMENTED       CGS
 FE2213  HISTORY     - 1959     GOOD             CGS
 FE2213  HISTORY     - 1972     GOOD             TVA
 FE2213  HISTORY     - 19840710 GOOD             NGS
 FE2213
 FE2213                          STATION DESCRIPTION
 FE2213
 FE2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2213'ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF CAMDEN, 9-1/2 MILES SOUTH BY
 FE2213'WEST OF EVA, 7-1/2 MILES EAST-NORTHEAST OF HOLLADAY, ON TOP OF
 FE2213'HEAVILY WOODED KNOLL. TO REACH FROM COURTHOUSE IN CAMDEN, FOLLOW U.S.
 FE2213'ROUTE 70 AND STATE ROUTE 69 EAST 0.2 MILE TO JUNCTION, KEEP TO
 FE2213'RIGHT ON ROUTE 69 AND GO 0.4 MI, TURN LEFT AT ODELL JORDAN GROCERY
 FE2213'CO., GO THROUGH UNDERPASS, GO 5.3 MILES KEEPING STRAIGHT AHEAD AT
 FE2213'CROSSROADS, CONTINUE 2.35 MILES KEEPING STRAIGHT AHEAD AT CROSSROADS
 FE2213'AT MOUNT MORIAN SCHOOL, GO 2.9 MILES TO T-ROAD RIGHT, TURN RIGHT
 FE2213'AND GO 0.85 MILE TO TRIANGLE-BLAZED OAK AND DIM ROAD ON RIGHT, TURN
 FE2213'RIGHT ONTO DIM ROAD AND GO ABOUT 200 YARDS TO STATION SITE IN CENTER
 FE2213'OF RIDGE, 33 FEET WEST-SOUTHWEST OF 12-INCH HICKORY WITH
 FE2213'TRIANGULAR BLAZE, 24 FEET SOUTH OF LEANING 9-INCH OAK, AND 15 FEET
 FE2213'EAST OF CENTER LINE OF DIM LANE. SURFACE AND UNDERGROUND MARKS ARE
 FE2213'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FE2213'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2213'NO. 1 IS ALONG RIDGE, 15 FEET WEST OF 18-INCH RED OAK, AND 134.52
 FE2213'FEET FROM STATION. NO. 2 IS ON
 FE2213'DOWNWARD SLOPE, 9 FEET NORTHEAST OF 6-INCH WHITE OAK, AND 105.32 FEET
 FE2213'FROM STATION. AZIMUTH MARK IS 15 FEET
 FE2213'SOUTHEAST OF CENTER LINE OF HIGHWAY, 15 FEET NORTHWEST OF 10-INCH
 FE2213'WHITE OAK, AND 0.3 MILE FROM STATION.
 FE2213
 FE2213                          STATION RECOVERY (1959)
 FE2213
 FE2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2213'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2213'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2213'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2213'
 FE2213'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF CAMDEN, 7
 FE2213'1/2 MILES EAST-NORTHEAST OF HOLLADAY AND ON TOP OF A HEAVILY WOODED
 FE2213'KNOLL.
 FE2213'
 FE2213'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE SOUTHWEST CORNER
 FE2213'OF THE COURTHOUSE SQUARE IN CAMDEN, GO SOUTHEASTERLY ON U.S. HIGHWAY
 FE2213'70 FOR 1.85 MILES TO A SIDE ROAD RIGHT AT SIGN BIRDSONG CREEK ROAD,
 FE2213'TURN RIGHT FOLLOWING THE MAIN SURFACED ROAD SOUTHERLY FOR 1.85
 FE2213'MILES TO A REVERSE-Y, KEEP LEFT STRAIGHT AHEAD AND GO 0.2 MILE TO A
 FE2213'FORK, KEEP RIGHT FORK AND FOLLOW MAIN SURFACED ROAD FOR 4.0 MILES
 FE2213'TO CALDWELLS STORE AND MT. MORIAH SCHOOL, CONTINUE SOUTHEASTERLY FOR
 FE2213'2.8 MILES TO A FORK, KEEP RIGHT FORK AND GO SOUTHWEST FOR 0.6 MILE
 FE2213'TO A *SIDE ROAD RIGHT, TURN RIGHT ON OLD HIGHWAY ROUTE AND GO
 FE2213'0.3 MILE TO A DIM TRACK ROAD RIGHT, LEADING INTO THE WOODS, TURN
 FE2213'RIGHT ON DIM TRACK ROAD AND GO 0.1 MILE TO CREST OF RIDGE AT A
 FE2213'TRIANGULAR BLAZED LARGE OAK TREE ON THE LEFT, THENCE RIGHT
 FE2213'NORTHEASTERLY ALONG THE TOP OF RIDGE ABOUT 100 YARDS TO THE
 FE2213'STATION NEAR THE END OF RIDGE.
 FE2213'
 FE2213'TO REACH THE AZIMUTH MARK FROM THE *SIDE ROAD, PACK EAST UP ROAD BANK
 FE2213'TO OLD HIGHWAY ROUTE, FOLLOW OLD HIGHWAY ABOUT 100 YARDS TO THE
 FE2213'AZIMUTH MARK ON THE RIGHT.
 FE2213'
 FE2213'THE STATION MARK IS A STANDARD DISK. IT
 FE2213'IS STAMPED HAGARD 1934 AND PROJECTS ABOUT 1 FOOT ABOVE THE
 FE2213'SURFACE OF THE GROUND. THE MARK IS 33 FEET WEST-SOUTHWEST OF A
 FE2213'16-INCH HICKORY TREE, 2 FEET SOUTH OF A WITNESS SIGN AND SET NEAR THE
 FE2213'NORTH END OF RIDGE.
 FE2213'
 FE2213'REFERENCE MARK NO. 1 IS A STANDARD DISK. IT
 FE2213'IS STAMPED HAGARD NO 1 1934 AND PROJECTS ABOUT 1 FOOT ABOVE THE
 FE2213'SURFACE OF THE GROUND. THE MARK IS ABOUT THE SAME ELEVATION AS THE
 FE2213'STATION MARK.
 FE2213'
 FE2213'REFERENCE MARK NO. 2 IS A STANDARD DISK. IT
 FE2213'IS STAMPED HAGARD NO 2 1934 AND PROJECTS ABOUT 15 INCHES ABOVE THE
 FE2213'SURFACE OF THE GROUND. THE MARK IS 7 FEET NORTHEAST OF A 12-INCH
 FE2213'WHITE OAK TREE AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 FE2213'
 FE2213'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK.
 FE2213'IT IS STAMPED HAGARD AZI 1934 AND PROJECTS ABOUT 1 FOOT ABOVE
 FE2213'THE SURFACE OF THE GROUND. THE MARK IS 15 FEET EAST-SOUTHEAST OF THE
 FE2213'CENTER OF OLD HIGHWAY AND 2 FEET SOUTH-SOUTHWEST OF A WITNESS
 FE2213'SIGN.
 FE2213'
 FE2213'HEIGHT OF TOWER-90-FEET.
 FE2213
 FE2213                          STATION RECOVERY (1972)
 FE2213
 FE2213'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2213'HAGARD RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FE2213'
 FE2213'NOTE--TRIANGULAR BLAZED LARGE TREE STILL STANDING BUT IS DEAD.
 FE2213'STATION IS NOW IN PINE THICKET.
 FE2213'
 FE2213'U. S. G. S. POST AND SIGN AT STATION.
 FE2213'
 FE2213'HAGARD RM NO. 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FE2213'DESCRIPTION.
 FE2213'
 FE2213'NOTE--BLAZED LINE FROM STATION TO REF. MARK NO 1.
 FE2213'
 FE2213'HAGARD RM NO. 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FE2213'DESCRIPTION.
 FE2213'
 FE2213'HAGARD AZI RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FE2213'
 FE2213'USGS POST AND SIGN.
 FE2213'
 FE2213'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MI S. S. E. OF
 FE2213'CAMDEN.
 FE2213
 FE2213                          STATION RECOVERY (1984)
 FE2213
 FE2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FE2213'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FE2213'CONDITION.  THE OBSERVATIONS OF THE RMS WERE REVERSED INCORRECTLY IN
 FE2213'THE 1959 RECOVERY NOTE.  THE ANGLE BETWEEN THE RMS CHECKED PREVIOUS
 FE2213'DATA.  THE DISTANCE TO RM 1 DID NOT CHECK AND WAS SHORTER BY 0.018
 FE2213'METER.  (0.059 FT) THE DISTANCE TO RM 2 ALSO DID NOT CHECK AND WAS
 FE2213'SHORTER BY 0.097 METER.  (0.318 FT) IT APPEARS THAT THE PREVIOUS
 FE2213'MEASUREMENTS WERE SLOPE DISTANCE.  THE AZIMUTH MARK IS NOT VISIBLE
 FE2213'FROM THE STATION DUE TO HEAVY VEGETATION AND NO SUITABLE PLACE IS
 FE2213'AVAILABLE FOR A NEW ONE.  A NEW DESCRIPTION FOLLOWS.
 FE2213' 
 FE2213'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF CAMDEN, 12 KM
 FE2213'(7.45 MI) NORTHEAST OF HOLLADAY, 10 KM (6.20 MI) NORTH OF MCILLLWAIN
 FE2213'AND ON TOP OF A HEAVILY WOODED KNOLL.  TO REACH THE STATION FROM THE
 FE2213'JUNCTION OF INTERSTATE 40 AND U.S ROUTE 641 WHICH IS ABOUT 24 KM
 FE2213'(14.90 MI) SOUTH OF CAMBEN, GO NORTH ON U.S ROUTE 641 FOR 2.6 KM (1.60
 FE2213'MI) TO THE JUNCTION WITH STATE ROUTE 191.  TURN RIGHT AND GO 0.6 KM
 FE2213'(0.35 MI) EAST OF STATE ROUTE 191 TO A T-JUNCTION ON THE LEFT AT THE
 FE2213'FIRST MCILLWAIN PENTECAOSTAL CHURCH IN MCILLWAIN.  TURN LEFT AND GO
 FE2213'NORTHEAST, STILL ON STATE ROUTE 191, FOR 7.5 KM (4.65 MI) TO A LOOKOUT
 FE2213'TOWER ON THE LEFT.  CONTINUE NORTHEAST FOR 2.1 KM (1.30 MI) TO A TRACK
 FE2213'ROAD ON THE LEFT.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE END OF
 FE2213'TRUCK TRAVEL.  PACK 0.3 KM (0.20 MI) ALONG TRACK ROAD TO JUNCTION WITH
 FE2213'TRACK ROAD ON RIGHT.  TURN RIGHT ON TRACK ROAD AND GO 0.15 TO CREST OF
 FE2213'RIDGE THEN NORTHEAST ALONG RIDGE TOP ABOUT 150 METERS (492.1 FT) TO
 FE2213'STATION AT NORTHEAST END OF RIDGE.
 FE2213' 
 FE2213'THE STATION IS A STANDARD CGS DISK STAMPED---HAGARD 1934---, SET INTO
 FE2213'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER,
 FE2213'PROJECTING, 12 INCHES (30 CM) ABOVE THE GROUND.  THE STATION IS
 FE2213'LOCATED 25 METERS (82.0 FT) WEST FROM A 22 INCH WHITE OAK TREE, 18
 FE2213'METERS (59.1 FT) NORTHWEST FROM AN 18 INCH WHITE OAK TREE, 0.4 METERS
 FE2213'(1.3 FT) SOUTH FROM A METAL WITNESS POST.
 FE2213' 
 FE2213'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HAGARD NO 1
 FE2213'1934--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2213'(30 CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND.
 FE2213'THE STATION IS LOCATED 8 METERS (26.2 FT) EAST FROM AN 8 INCH WHITE
 FE2213'OAK WITH A CROOKED TRUNK, AND 0.3 METERS (1.0 FT) LOWER THAN THE
 FE2213'GROUND.
 FE2213' 
 FE2213'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---HAGARD NO 2
 FE2213'1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2213'(30 CM) IN DIAMETER, PROJECTING 14 INCHES (35 CM) ABOVE THE GROUND.
 FE2213'THE STATION IS LOCATED 8 METERS (26.2 FT) EAST FROM AN 8 INCH WHITE
 FE2213'OAK TREE WITH A CROOKED AND 1.3 METERS (4.3 FT) LOWER THAN THE
 FE2213'STATION.
 FE2213' 
 FE2213'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---HAGARD AZ 1
 FE2213'1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2213'(30 CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND.
 FE2213'THE STATION IS LOCATED 4.5 METERS (14.8 FT) EAST-SOUTHEAST FROM THE
 FE2213'CENTER OF AN OVERGROWN ROAD, 0.6 METERS (2.0 FT) SOUTH-SOUTHWEST FROM
 FE2213'A WITNESS SIGN.  TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE
 FE2213'ROUTE 191 AND THE TRACK ROAD LEADING TO THE STATION, PACK EAST UP ROAD
 FE2213'BANK TO TRACK ROAD AND GO EAST 100 METERS (328.1 FT) TO THE MARK ON
 FE2213'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0140 ***********************************************************************
 FD0140  DESIGNATION -  HAGGARD
 FD0140  PID         -  FD0140
 FD0140  STATE/COUNTY-  TN/COFFEE
 FD0140  USGS QUAD   -  NOAH (1976)
 FD0140
 FD0140                         *CURRENT SURVEY CONTROL
 FD0140  ___________________________________________________________________
 FD0140* NAD 83(1995)-  35 31 10.46237(N)    086 07 42.96529(W)     ADJUSTED  
 FD0140* NAVD 88     -       340.443  (meters)    1116.94   (feet)  ADJUSTED  
 FD0140  ___________________________________________________________________
 FD0140  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FD0140  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0140  DYNAMIC HT  -         340.119 (meters)    1115.87  (feet)  COMP
 FD0140  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FD0140
 FD0140  HORZ ORDER  -  SECOND
 FD0140  VERT ORDER  -  SECOND    CLASS 0
 FD0140
 FD0140.The horizontal coordinates were established by classical geodetic methods
 FD0140.and adjusted by the National Geodetic Survey in April 1999..
 FD0140
 FD0140.The orthometric height was determined by differential leveling
 FD0140.and adjusted by the National Geodetic Survey in June 1991..
 FD0140
 FD0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0140
 FD0140.The geoid height was determined by GEOID03.
 FD0140
 FD0140.The dynamic height is computed by dividing the NAVD 88
 FD0140.geopotential number by the normal gravity value computed on the
 FD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0140.degrees latitude (g = 980.6199 gals.).
 FD0140
 FD0140.The modeled gravity was interpolated from observed gravity values.
 FD0140
 FD0140;                    North         East     Units Scale Factor Converg.
 FD0140;SPC TN       -   131,620.080   588,335.329   MT  0.99996338   -0 04 31.0
 FD0140;SPC TN       -   431,823.55  1,930,230.16   sFT  0.99996338   -0 04 31.0
 FD0140;UTM  16      - 3,931,013.287   579,011.656   MT  0.99967693   +0 30 22.7
 FD0140
 FD0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0140!SPC TN       -   0.99995108  x   0.99996338  =   0.99991446
 FD0140!UTM  16      -   0.99995108  x   0.99967693  =   0.99962803
 FD0140
 FD0140|---------------------------------------------------------------------|
 FD0140| PID    Reference Object                     Distance      Geod. Az  |
 FD0140|                                                           dddmmss.s |
 FD0140| FD0141 HAGGARD RM 1                         28.727 METERS 00652     |
 FD0140| FD1424 MANCHESTER ABANDONED WATER TANK     APPROX. 6.4 KM 1431247.7 |
 FD0140| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 6.4 KM 1442711.2 |
 FD0140| FD0139 HAGGARD AZ MK                                      1714205.8 |
 FD0140| FD0142 HAGGARD RM 2                         28.771 METERS 18428     |
 FD0140|---------------------------------------------------------------------|
 FD0140
 FD0140                          SUPERSEDED SURVEY CONTROL
 FD0140
 FD0140  NAD 83(1995)-  35 31 10.46936(N)    086 07 42.96650(W) AD(       ) 2
 FD0140  NAD 83(1986)-  35 31 10.47294(N)    086 07 42.96419(W) AD(       ) 2
 FD0140  NAD 27      -  35 31 10.20140(N)    086 07 42.99850(W) AD(       ) 2
 FD0140  NGVD 29 (??/??/92)  340.434  (m)         1116.91   (f) ADJ UNCH    2 0
 FD0140
 FD0140.Superseded values are not recommended for survey control.
 FD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0140.See file dsdata.txt to determine how the superseded data were derived.
 FD0140
 FD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7901231013(NAD 83)
 FD0140_MARKER: DE = TRAVERSE STATION DISK
 FD0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0140_STAMPING: HAGGARD 1960
 FD0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0140+STABILITY: SURFACE MOTION
 FD0140
 FD0140  HISTORY     - Date     Condition        Report By
 FD0140  HISTORY     - 1960     MONUMENTED       CGS
 FD0140  HISTORY     - 1960     GOOD             CGS
 FD0140
 FD0140                          STATION DESCRIPTION
 FD0140
 FD0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0140'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF MANCHESTER, ABOUT
 FD0140'0.3 MILE NORTHEAST OF U S
 FD0140'HIGHWAY 41.  THE NORTH-SOUTH FENCE LINE DIVIDES
 FD0140'PROPERTY OWNED BY MR CLING WINDHAM
 FD0140'ON THE WEST AND MR DAVID KING ON
 FD0140'THE EAST.
 FD0140'
 FD0140'TO REACH THE STATION FROM THE COURT HOUSE IN MANCHESTER, GO WEST, 1
 FD0140'BLOCK TO U S HIGHWAY 41.
 FD0140'TURN RIGHT, NORTHWEST, ON U S HIGHWAY 41 AND GO 2.4
 FD0140'MILE TO THE HIGHLAND MOTEL ON THE
 FD0140'RIGHT.  PROCEED NORTHWEST, ON U S
 FD0140'HIGHWAY 41 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 FD0140'RIGHT AND BOARD
 FD0140'GATE.  TURN RIGHT, PASS THROUGH GATE, THEN NORTHWEST ALONG FENCE FOR
 FD0140'0.1 MILE TO A
 FD0140'NORTH-SOUTH FENCE LINE, THEN TURN RIGHT, NORTH, AND GO
 FD0140'0.3 MILE TO THE TOP OF A SMALL
 FD0140'RISE AND THE STATION.
 FD0140'
 FD0140'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HAGGARD 1960,
 FD0140'SET IN A CONCRETE
 FD0140'MONUMENT, AND SET FLUSH.  IT IS 3 FEET EAST OF A WIRE FENCE
 FD0140'AND 2.9 FEET EAST OF A
 FD0140'WITNESS SIGN.
 FD0140'
 FD0140'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HAGGARD NO 1 1960,
 FD0140'SET IN A CONCRETE
 FD0140'MONUMENT, AND SET FLUSH.  IT IS 6 FEET EAST OF A WIRE FENCE
 FD0140'AND ABOUT 1 FOOT LOWER THAN
 FD0140'THE STATION MARK.
 FD0140'
 FD0140'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAGGARD 1960, CEMENTED
 FD0140'IN A DRILL HOLE IN A
 FD0140'CONCRETE CULVERT ABUTMENT, AND SET FLUSH.  IT IS 28 FEET
 FD0140'NORTHEAST OF THE CENTER OF U
 FD0140'S HIGHWAY 41 AND 1.2 FEET SOUTH OF A
 FD0140'WITNESS SIGN.
 FD0140'
 FD0140'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
 FD0140
 FD0140                          STATION RECOVERY (1960)
 FD0140
 FD0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0140'3.4 MI NW FROM MANCHESTER.
 FD0140'FROM THE COURT HOUSE IN MANCHESTER, GO 3.0 MILES NORTHWEST
 FD0140'ON U.S. HIGHWAY 41 TO A BOARD GATE ON THE NORTH SIDE OF THE
 FD0140'HIGHWAY, PASS THROUGH GATE, THEN GO NORTHWEST ALONG FENCE FOR
 FD0140'0.1 MILE TO A NORTH-SOUTH FENCE LINE, GO NORTH FOR 0.3 MILE
 FD0140'TO THE TOP OF A SMALL RISE AND THE STATION.  THE STATION MARK
 FD0140'IS 3 FT. EAST OF A WIRE FENCE AND 2.9 FT. EAST OF A WITNESS
 FD0140'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0140'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0139 ***********************************************************************
 FD0139  DESIGNATION -  HAGGARD AZ MK
 FD0139  PID         -  FD0139
 FD0139  STATE/COUNTY-  TN/COFFEE
 FD0139  USGS QUAD   -  NOAH (1976)
 FD0139
 FD0139                         *CURRENT SURVEY CONTROL
 FD0139  ___________________________________________________________________
 FD0139* NAD 83(1986)-  35 30 51.     (N)    086 07 40.     (W)     SCALED    
 FD0139* NAVD 88     -       333.230  (meters)    1093.27   (feet)  ADJUSTED  
 FD0139  ___________________________________________________________________
 FD0139  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0139  DYNAMIC HT  -         332.912 (meters)    1092.23  (feet)  COMP
 FD0139  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FD0139
 FD0139  VERT ORDER  -  SECOND    CLASS 0
 FD0139
 FD0139.The horizontal coordinates were scaled from a topographic map and have
 FD0139.an estimated accuracy of +/- 6 seconds.
 FD0139
 FD0139.The orthometric height was determined by differential leveling
 FD0139.and adjusted by the National Geodetic Survey in June 1991..
 FD0139
 FD0139.The geoid height was determined by GEOID03.
 FD0139
 FD0139.The dynamic height is computed by dividing the NAVD 88
 FD0139.geopotential number by the normal gravity value computed on the
 FD0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0139.degrees latitude (g = 980.6199 gals.).
 FD0139
 FD0139.The modeled gravity was interpolated from observed gravity values.
 FD0139
 FD0139;                    North         East    Units  Estimated Accuracy
 FD0139;SPC TN       -   131,020.      588,410.      MT  (+/- 180 meters Scaled)
 FD0139
 FD0139                          SUPERSEDED SURVEY CONTROL
 FD0139
 FD0139  NGVD 29 (??/??/92)  333.221  (m)         1093.24   (f) ADJ UNCH    2 0
 FD0139
 FD0139.Superseded values are not recommended for survey control.
 FD0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0139.See file dsdata.txt to determine how the superseded data were derived.
 FD0139
 FD0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE790304(NAD 83)
 FD0139_MARKER: DZ = AZIMUTH MARK DISK
 FD0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0139_SP_SET: CULVERT
 FD0139_STAMPING: HAGGARD 1960
 FD0139_MARK LOGO: CGS   
 FD0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0139
 FD0139  HISTORY     - Date     Condition        Report By
 FD0139  HISTORY     - 1960     MONUMENTED       CGS
 FD0139
 FD0139                          STATION DESCRIPTION
 FD0139
 FD0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0139'3 MI NW FROM MANCHESTER.
 FD0139'FROM THE COURT HOUSE IN MANCHESTER, GO 3.0 MILES NORTHWEST ON
 FD0139'U.S. HIGHWAY 41 TO A CONCRETE CULVERT.  THE AZIMUTH MARK IS
 FD0139'0.6 MILE NORTHWEST OF THE HIGHLAND MOTEL, 28 FT. NORTHEAST OF THE
 FD0139'CENTER OF U.S. HIGHWAY 41.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0139'IN TOP OF THE NORTHEAST CONCRETE HEADWALL OF THE CULVERT, 1.2
 FD0139'FT. SOUTH OF A WITNESS SIGN AND ABOUT 1 FT. ABOVE THE LEVEL OF
 FD0139'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0141 ***********************************************************************
 FD0141  DESIGNATION -  HAGGARD RM 1
 FD0141  PID         -  FD0141
 FD0141  STATE/COUNTY-  TN/COFFEE
 FD0141  USGS QUAD   -  NOAH (1976)
 FD0141
 FD0141                         *CURRENT SURVEY CONTROL
 FD0141  ___________________________________________________________________
 FD0141* NAD 83(1986)-  35 31 10.     (N)    086 07 42.     (W)     SCALED    
 FD0141* NAVD 88     -       340.644  (meters)    1117.60   (feet)  ADJUSTED  
 FD0141  ___________________________________________________________________
 FD0141  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0141  DYNAMIC HT  -         340.320 (meters)    1116.53  (feet)  COMP
 FD0141  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FD0141
 FD0141  VERT ORDER  -  SECOND    CLASS 0
 FD0141
 FD0141.The horizontal coordinates were scaled from a topographic map and have
 FD0141.an estimated accuracy of +/- 6 seconds.
 FD0141
 FD0141.The orthometric height was determined by differential leveling
 FD0141.and adjusted by the National Geodetic Survey in June 1991..
 FD0141
 FD0141.The geoid height was determined by GEOID03.
 FD0141
 FD0141.The dynamic height is computed by dividing the NAVD 88
 FD0141.geopotential number by the normal gravity value computed on the
 FD0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0141.degrees latitude (g = 980.6199 gals.).
 FD0141
 FD0141.The modeled gravity was interpolated from observed gravity values.
 FD0141
 FD0141;                    North         East    Units  Estimated Accuracy
 FD0141;SPC TN       -   131,610.      588,360.      MT  (+/- 180 meters Scaled)
 FD0141
 FD0141                          SUPERSEDED SURVEY CONTROL
 FD0141
 FD0141  NGVD 29 (??/??/92)  340.635  (m)         1117.57   (f) ADJ UNCH    2 0
 FD0141
 FD0141.Superseded values are not recommended for survey control.
 FD0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0141.See file dsdata.txt to determine how the superseded data were derived.
 FD0141
 FD0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE790309(NAD 83)
 FD0141_MARKER: DR = REFERENCE MARK DISK
 FD0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0141_STAMPING: HAGGARD NO 1 1960
 FD0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0141+STABILITY: SURFACE MOTION
 FD0141
 FD0141  HISTORY     - Date     Condition        Report By
 FD0141  HISTORY     - 1960     MONUMENTED       CGS
 FD0141
 FD0141                          STATION DESCRIPTION
 FD0141
 FD0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0141'3.4 MI NW FROM MANCHESTER.
 FD0141'THIS MARK IS LOCATED AT THE HAGGARD 1960 STATION SITE, 94.3
 FD0141'FT. NORTH OF THE STATION MARK AND 4 FT. EAST OF A WIRE FENCE.
 FD0141'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0141'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0142 ***********************************************************************
 FD0142  DESIGNATION -  HAGGARD RM 2
 FD0142  PID         -  FD0142
 FD0142  STATE/COUNTY-  TN/COFFEE
 FD0142  USGS QUAD   -  NOAH (1976)
 FD0142
 FD0142                         *CURRENT SURVEY CONTROL
 FD0142  ___________________________________________________________________
 FD0142* NAD 83(1986)-  35 31 10.     (N)    086 07 42.     (W)     SCALED    
 FD0142* NAVD 88     -       339.370  (meters)    1113.42   (feet)  ADJUSTED  
 FD0142  ___________________________________________________________________
 FD0142  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0142  DYNAMIC HT  -         339.047 (meters)    1112.36  (feet)  COMP
 FD0142  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FD0142
 FD0142  VERT ORDER  -  SECOND    CLASS 0
 FD0142
 FD0142.The horizontal coordinates were scaled from a topographic map and have
 FD0142.an estimated accuracy of +/- 6 seconds.
 FD0142
 FD0142.The orthometric height was determined by differential leveling
 FD0142.and adjusted by the National Geodetic Survey in June 1991..
 FD0142
 FD0142.The geoid height was determined by GEOID03.
 FD0142
 FD0142.The dynamic height is computed by dividing the NAVD 88
 FD0142.geopotential number by the normal gravity value computed on the
 FD0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0142.degrees latitude (g = 980.6199 gals.).
 FD0142
 FD0142.The modeled gravity was interpolated from observed gravity values.
 FD0142
 FD0142;                    North         East    Units  Estimated Accuracy
 FD0142;SPC TN       -   131,610.      588,360.      MT  (+/- 180 meters Scaled)
 FD0142
 FD0142                          SUPERSEDED SURVEY CONTROL
 FD0142
 FD0142  NGVD 29 (??/??/92)  339.362  (m)         1113.39   (f) ADJ UNCH    2 0
 FD0142
 FD0142.Superseded values are not recommended for survey control.
 FD0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0142.See file dsdata.txt to determine how the superseded data were derived.
 FD0142
 FD0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE790309(NAD 83)
 FD0142_MARKER: DR = REFERENCE MARK DISK
 FD0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0142_STAMPING: HAGGARD NO 2 1960
 FD0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0142+STABILITY: SURFACE MOTION
 FD0142
 FD0142  HISTORY     - Date     Condition        Report By
 FD0142  HISTORY     - 1960     MONUMENTED       CGS
 FD0142
 FD0142                          STATION DESCRIPTION
 FD0142
 FD0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0142'3.4 MI NW FROM MANCHESTER.
 FD0142'THIS MARK IS LOCATED AT THE HAGGARD 1960 STATION SITE, 94.4
 FD0142'FT. SOUTH OF THE STATION MARK AND 6 FT. EAST OF A WIRE FENCE.
 FD0142'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0142'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1624 ***********************************************************************
 GD1624  DESIGNATION -  HAGONS
 GD1624  PID         -  GD1624
 GD1624  STATE/COUNTY-  TN/OBION
 GD1624  USGS QUAD   -  CLAYTON (1981)
 GD1624
 GD1624                         *CURRENT SURVEY CONTROL
 GD1624  ___________________________________________________________________
 GD1624* NAD 83(1995)-  36 26 02.02784(N)    089 09 30.29803(W)     ADJUSTED  
 GD1624* NAVD 88     -       167.98   (+/-2cm)     551.1    (feet)  VERTCON   
 GD1624  ___________________________________________________________________
 GD1624  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GD1624  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1624
 GD1624  HORZ ORDER  -  SECOND
 GD1624  VERT ORDER  -  THIRD ? (See Below)
 GD1624
 GD1624.The horizontal coordinates were established by classical geodetic methods
 GD1624.and adjusted by the National Geodetic Survey in April 1999..
 GD1624
 GD1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1624.The vertical order pertains to the NGVD 29 superseded value.
 GD1624
 GD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1624
 GD1624.The geoid height was determined by GEOID03.
 GD1624
 GD1624;                    North         East     Units Scale Factor Converg.
 GD1624;SPC TN       -   237,630.096   316,841.969   MT  1.00000310   -1 50 56.6
 GD1624;SPC TN       -   779,624.74  1,039,505.69   sFT  1.00000310   -1 50 56.6
 GD1624;UTM  16      - 4,034,240.572   306,524.697   MT  1.00006121   -1 16 56.2
 GD1624
 GD1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1624!SPC TN       -   0.99997806  x   1.00000310  =   0.99998116
 GD1624!UTM  16      -   0.99997806  x   1.00006121  =   1.00003927
 GD1624
 GD1624|---------------------------------------------------------------------|
 GD1624| PID    Reference Object                     Distance      Geod. Az  |
 GD1624|                                                           dddmmss.s |
 GD1624| CG3411 HAGONS AZ MK RESET                                 06102     |
 GD1624| CG3410 HAGONS AZ MK                                       0701105.2 |
 GD1624| GD1612 UNION CITY BROWN BILT SHOE TK       APPROX. 9.2 KM 0905748.9 |
 GD1624| GD1617 RIVES                               APPROX.11.1 KM 1362114.7 |
 GD1624| CG3412 HAGONS RM 1                          70.202 METERS 15852     |
 GD1624| CG3413 HAGONS RM 2                          47.765 METERS 26313     |
 GD1624| CG3414 HAGONS RM 3                          55.797 METERS 34919     |
 GD1624|---------------------------------------------------------------------|
 GD1624
 GD1624                          SUPERSEDED SURVEY CONTROL
 GD1624
 GD1624  NAD 83(1995)-  36 26 02.03082(N)    089 09 30.29620(W) AD(       ) 2
 GD1624  NAD 83(1995)-  36 26 02.03360(N)    089 09 30.29526(W) AD(       ) 2
 GD1624  NAD 83(1986)-  36 26 02.03998(N)    089 09 30.29757(W) AD(       ) 2
 GD1624  NAD 27      -  36 26 01.80900(N)    089 09 30.05600(W) AD(       ) 2
 GD1624  NGVD 29 (07/19/86)  167.94   (m)          551.0    (f) LEVELING    3  
 GD1624
 GD1624.Superseded values are not recommended for survey control.
 GD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1624.See file dsdata.txt to determine how the superseded data were derived.
 GD1624
 GD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0652534241(NAD 83)
 GD1624_MARKER: DS = TRIANGULATION STATION DISK
 GD1624_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GD1624
 GD1624  HISTORY     - Date     Condition        Report By
 GD1624  HISTORY     - 1934     MONUMENTED       CGS
 GD1624  HISTORY     - 1956     GOOD             CGS
 GD1624  HISTORY     - 1967     GOOD             CGS
 GD1624
 GD1624                          STATION DESCRIPTION
 GD1624
 GD1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1624'ABOUT 7 MILES NORTH OF TROY, 5.5 MILES WEST OF UNION CITY, 4-3/4
 GD1624'MILES SOUTH OF TENNESSEE-KENTUCKY STATE LINE, ON DIVIDE BETWEEN NORTH
 GD1624'AND SOUTH FORKS OF REELFOOT CREEK, AND ON PROPERTY OF BUD HAGONS.
 GD1624'TO REACH FROM CENTER OF BUSINESS DISTRICT OF UNION CITY, FOLLOW
 GD1624'U.S.  ROUTE 45W AND ROUTE 51 NORTH AND JUST BEFORE REACHING
 GD1624'RAILROAD CROSSING AT CHERRY-MOSS GRAIN CO., TURN LEFT WEST
 GD1624'AND FOLLOW ARROWS WALNUT LOG-CLAYTON-ETC. 1.7 MILES, TURN ONTO
 GD1624'LEFT FORK AND FOLLOW MAIN ROAD 4.0 MILES TO SMALL STORE, AND
 GD1624'CONTINUE 0.65 MILE TO HOME OF MR. HAGONS AND STATION ON HIGHEST
 GD1624'POINT OF PASTURE, ABOUT 200 YARDS NORTHEAST OF MR. HAGONS
 GD1624'RESIDENCE, AND 255 FEET NORTH OF CENTER LINE OF ROAD.  SURFACE AND
 GD1624'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1624'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GD1624'IN CONCRETE.  NO. 1 IS ON ROAD BANK, 25 FEET NORTH OF
 GD1624'CENTER LINE OF ROAD, AND 230.32 FEET FROM STATION S 21 DEG 08 MIN E.
 GD1624'NO. 2 IS FLUSH WITH SURFACE OF GROUND, IN PASTURE,
 GD1624'AND 156.71 FEET FROM STATION S 83 DEG 13 MIN W.  AZIMUTH
 GD1624'MARK IS 75 FEET WEST-SOUTHWEST OF SMALL BUILDING, 30 FEET SOUTH
 GD1624'OF CENTER LINE OF ROAD, 4 FEET NORTH OF FENCE LINE, AND 0.35 MILE
 GD1624'FROM STATION N 70 DEG 11 MIN E.
 GD1624
 GD1624                          STATION RECOVERY (1956)
 GD1624
 GD1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 GD1624'RECOVERED AS DESCRIBED EXCEPT FOR CHANGED CONDITIONS, DESTROYED R. M.
 GD1624'NO. 2, AND AN OBSTRUCTED AZIMUTH MARK.  A NEW AZIMUTH MARK AND R. M.
 GD1624'NO. 3 WERE SET AT THIS TIME.
 GD1624'
 GD1624'THE STATION IS ABOUT 7 MILES N OF TROY, 5-1/2 MILES W OF UNION CITY,
 GD1624'4-3/4 MILES S OF TENNESSEE-KENTUCKY STATE LINE, ON THE DIVIDE
 GD1624'BETWEEN N AND S FORKS OF REELFOOT CREEK, AND ON PROPERTY OWNED AND
 GD1624'OCCUPIED BY W. D. BYRN, ON HIGHEST POINT IN VICINITY, ABOUT 283 FEET
 GD1624'SSE OF THE CENTER OF HIGHWAY, ABOUT 3 FEET N OF N WALL, AND ABOUT
 GD1624'3 FEET E OF E END OF THE PORCH OF THE BYRN HOME.  THE MARK
 GD1624'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 GD1624'HAGONS 1934.  TO REACH FROM THE CORNER OF W. MAIN AND N. FIRST
 GD1624'STREETS IN UNION CITY, GO W ON THE FORMER 0.25 MILE AND JOG RIGHT,
 GD1624'THENCE W ON NOS. 5 AND 22 TENN.  HIGHWAYS 1.5 MILES AND TAKE LEFT
 GD1624'FORK, THENCE GENERALLY WESTERLY ON NO. 22 HWY. 4.2 MILES TO A DEEP
 GD1624'CUT AND THE STATION ON THE LEFT.
 GD1624'
 GD1624'REFERENCE STAMPED HAGONS NO 1 1934, PROJECTING 0.6 FOOT,
 GD1624'IS 230.32 FEET S 21 DEG 08 MIN E FROM THE STATION, ABOUT
 GD1624'45 FEET E OF THE OUTLET OF A SHALLOW SHORT GULLY, 25 FEET N OF THE
 GD1624'CENTER OF A ROAD, AND 2 FEET N OF THE TOP OF A BANK.
 GD1624'
 GD1624'REFERENCE STAMPED HAGONS 1934 NO. 3 1956, PROJECTING 0.1
 GD1624'FOOT, IS 183.06 FEET N 10 DEG 40 MIN W FROM THE STATION,
 GD1624'100 FEET SSE OF THE CENTER OF THE HIGHWAY, 71.5 FEET ENE OF A
 GD1624'CONCRETE R.O.W. MARKER, 45 FEET ESE OF A TELEPHONE POLE, 35 FEET S OF
 GD1624'THE TOP OF AN ESTIMATED 20-FOOT BANK, AND ABOUT 20 FEET E OF THE
 GD1624'CREST OF THE RIDGE.
 GD1624'
 GD1624'THE AZIMUTH MARK STAMPED HAGONS 1934 RESET 1956, PROJECTING
 GD1624'0.6 FOOT, IS ABOUT 1411 FEET ABOUT ENE N 61 DEG 02 MIN E
 GD1624'FROM THE STATION, ABOUT 165 YARDS E OF A T-ROAD-NORTH
 GD1624'INTERSECTION, ABOUT 90 YARDS W OF A SMALL PIPE CULVERT, 78 FEET W
 GD1624'OF A CONCRETE RIGHT-OF-WAY MARKER, AND 50 FEET N OF THE CENTER OF THE
 GD1624'HIGHWAY.
 GD1624
 GD1624                          STATION RECOVERY (1967)
 GD1624
 GD1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1624'THE STATION AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN
 GD1624'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK HAGONS
 GD1624'1934 RESET 1956 ARE BOTH KNOWN TO HAVE BEEN DESTROYED BY GRADING
 GD1624'OPERATIONS AND COULD NOT BE FOUND.  NO NEW REFERENCE MARK OR
 GD1624'AZIMUTH MARK WERE SET.
 GD1624'
 GD1624'FOLLOWING IS A NEW STATION TO-REACH.
 GD1624'
 GD1624'TO REACH THE STATION FROM THE WEST SIDE OF THE OBION COUNTY
 GD1624'COURTHOUSE IN UNION CITY, GO WEST ON WASHINGTON STREET FOR 0.1 MILE
 GD1624'TO STATE ROUTES 21 AND 22.  HERE TURN RIGHT AND GO NORTH
 GD1624'ON STATE ROUTES 21 AND 22 FOR 0.15 MILE TO WHERE STATE ROUTE
 GD1624'21 BEARS RIGHT AND STATE ROUTES 22 AND 5 BEAR LEFT, BEAR LEFT ON
 GD1624'STATE ROUTES 22 AND 5 AND GO NORTHWEST FOR 1.5 MILES TO WHERE STATE
 GD1624'ROUTE 5 CONTINUES STRAIGHT AHEAD AND STATE ROUTE 22 TURNS LEFT,
 GD1624'TURN LEFT, WESTERLY, ON STATE ROUTE 22 AND GO 4.2 MILES TO A PAVED
 GD1624'DRIVEWAY ON THE LEFT LEADING INTO THE W. DAVID BYRN FARM
 GD1624'RESIDENCE.  TURN LEFT ON THIS PAVED DRIVEWAY AND GO ABOUT 300
 GD1624'FEET TO THE BYRNS HOME AND THE STATION.
 GD1624'
 GD1624'MEASUREMENTS FOR THE MARKS AS SHOWN IN THE 1956 RECOVERY NOTE ARE
 GD1624'COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0672 ***********************************************************************
 GC0672  DESIGNATION -  HAILEY
 GC0672  PID         -  GC0672
 GC0672  STATE/COUNTY-  TN/DAVIDSON
 GC0672  USGS QUAD   -  OAK HILL (1968)
 GC0672
 GC0672                         *CURRENT SURVEY CONTROL
 GC0672  ___________________________________________________________________
 GC0672* NAD 83(1995)-  36 03 43.21233(N)    086 46 16.70468(W)     ADJUSTED  
 GC0672* NAVD 88     -       205.114  (meters)     672.94   (feet)  ADJUSTED  
 GC0672  ___________________________________________________________________
 GC0672  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GC0672  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0672  DYNAMIC HT  -         204.937 (meters)     672.36  (feet)  COMP
 GC0672  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0672
 GC0672  HORZ ORDER  -  SECOND
 GC0672  VERT ORDER  -  SECOND    CLASS 0
 GC0672
 GC0672.The horizontal coordinates were established by classical geodetic methods
 GC0672.and adjusted by the National Geodetic Survey in April 1999..
 GC0672
 GC0672.The orthometric height was determined by differential leveling
 GC0672.and adjusted by the National Geodetic Survey in June 1991..
 GC0672
 GC0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0672
 GC0672.The geoid height was determined by GEOID03.
 GC0672
 GC0672.The dynamic height is computed by dividing the NAVD 88
 GC0672.geopotential number by the normal gravity value computed on the
 GC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0672.degrees latitude (g = 980.6199 gals.).
 GC0672
 GC0672.The modeled gravity was interpolated from observed gravity values.
 GC0672
 GC0672;                    North         East     Units Scale Factor Converg.
 GC0672;SPC TN       -   192,068.816   530,514.365   MT  0.99995629   -0 27 05.6
 GC0672;SPC TN       -   630,145.77  1,740,529.21   sFT  0.99995629   -0 27 05.6
 GC0672;UTM  16      - 3,990,849.771   520,595.440   MT  0.99960523   +0 08 04.6
 GC0672
 GC0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0672!SPC TN       -   0.99997237  x   0.99995629  =   0.99992866
 GC0672!UTM  16      -   0.99997237  x   0.99960523  =   0.99957761
 GC0672
 GC0672|---------------------------------------------------------------------|
 GC0672| PID    Reference Object                     Distance      Geod. Az  |
 GC0672|                                                           dddmmss.s |
 GC0672| GC0673 HAILEY RM 2                          24.022 METERS 00341     |
 GC0672| GC0675 HAILEY AZ MK                        APPROX. 0.8 KM 2005322.4 |
 GC0672| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX. 5.6 KM 2525911.9 |
 GC0672| GC0674 HAILEY RM 1                          17.342 METERS 28448     |
 GC0672|---------------------------------------------------------------------|
 GC0672
 GC0672                          SUPERSEDED SURVEY CONTROL
 GC0672
 GC0672  NAD 83(1995)-  36 03 43.21486(N)    086 46 16.70651(W) AD(       ) 2
 GC0672  NAD 83(1995)-  36 03 43.21593(N)    086 46 16.70599(W) AD(       ) 2
 GC0672  NAD 83(1986)-  36 03 43.22272(N)    086 46 16.70762(W) AD(       ) 2
 GC0672  NAD 27      -  36 03 43.00770(N)    086 46 16.70870(W) AD(       ) 2
 GC0672  NGVD 29 (??/??/92)  205.127  (m)          672.99   (f) ADJ UNCH    2 0
 GC0672
 GC0672.Superseded values are not recommended for survey control.
 GC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0672.See file dsdata.txt to determine how the superseded data were derived.
 GC0672
 GC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2059590850(NAD 83)
 GC0672_MARKER: DE = TRAVERSE STATION DISK
 GC0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0672_STAMPING: HAILEY 1960
 GC0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0672+STABILITY: SURFACE MOTION
 GC0672
 GC0672  HISTORY     - Date     Condition        Report By
 GC0672  HISTORY     - 1960     MONUMENTED       CGS
 GC0672  HISTORY     - 1960     GOOD             CGS
 GC0672
 GC0672                          STATION DESCRIPTION
 GC0672
 GC0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 GC0672'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. L.W. HAILEY, 6 MILES
 GC0672'SOUTH OF NASHVILLE, 2 MILES NORTH OF BRENTWOOD AND 0.15 MILE
 GC0672'EAST OF U.S. HIGHWAY 31.
 GC0672'
 GC0672'TO REACH THE STATION FROM THE BRENTWOOD POST OFFICE, GO NORTH ON U.S.
 GC0672'HIGHWAY 31 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GC0672'CONTINUE NORTH FOR 0.5 MILE TO A NARROW PRIVATE ROAD RIGHT, TURN
 GC0672'RIGHT, EAST, FOR 0.15 MILE TO END OF ROAD AND STATION ON THE LEFT.
 GC0672'
 GC0672'THE STATION MARK IS STAMPED HAILEY 1960 AND IS SET FLUSH.  IT IS 53
 GC0672'FEET WEST OF A FENCE CORNER POST, 19 FEET EAST OF
 GC0672'THE EAST GATE POST, 3 FEET
 GC0672'WEST-NORTHWEST OF A WITNESS SIGN AND 1 FOOT NORTH OF A FENCE.
 GC0672'
 GC0672'REFERENCE MARK NO. 1 IS STAMPED HAILEY NO 1 1960 AND IS SET FLUSH.
 GC0672'IT IS 29 FEET WEST OF THE WEST GATE POST, 3 FEET EAST-SOUTHEAST
 GC0672'OF A 14-INCH TREE AND 2 FEET NORTH OF A FENCE.
 GC0672'
 GC0672'REFERENCE MARK NO. 2 IS STAMPED HAILEY NO 2 1960 AND IS SET FLUSH.
 GC0672'IT IS 79 FEET NORTH OF THE EAST GATE POST AND 6 INCHES WEST OF
 GC0672'THE SOUTHWEST CORNER OF A BARN.
 GC0672'
 GC0672'THE AZIMUTH MARK IS STAMPED HAILEY 1960 AND IS SET FLUSH.  IT IS 63
 GC0672'FEET EAST OF THE CENTER OF U.S. HIGHWAY 31, 52 FEET SOUTHWEST OF A
 GC0672'TELEPHONE POLE, 10 FEET NORTH-NORTHWEST OF A TELEPHONE LINE GUY POLE
 GC0672'AND 4 FEET NORTH-NORTHWEST OF A WITNESS SIGN.
 GC0672'
 GC0672'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GC0672'
 GC0672'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC0672
 GC0672                          STATION RECOVERY (1960)
 GC0672
 GC0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0672'2.2 MI N FROM BRENTWOOD.
 GC0672'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0672'HIGHWAY 31, THEN 1.55 MILE NORTH ON WILSON PIKE ROAD, THEN
 GC0672'0.6 MILE NORTH ON THE L. AND N. RAILROAD TO A FARM HOUSE ON THE
 GC0672'THE STATION MARK IS 53 FT. WEST OF A FENCE CORNER POST, 19 FT.
 GC0672'EAST OF THE EAST GATE POST, 3 FT. WEST-NORTHWEST OF A WITNESS
 GC0672'SIGN AND 1 FT. NORTH OF A FENCE.  THE MARK IS ABOUT 200 FT. WEST
 GC0672'OF THE RAILROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0672'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0675 ***********************************************************************
 GC0675  DESIGNATION -  HAILEY AZ MK
 GC0675  PID         -  GC0675
 GC0675  STATE/COUNTY-  TN/DAVIDSON
 GC0675  USGS QUAD   -  OAK HILL (1968)
 GC0675
 GC0675                         *CURRENT SURVEY CONTROL
 GC0675  ___________________________________________________________________
 GC0675* NAD 83(1995)-  36 03 17.69414(N)    086 46 28.69838(W)     ADJUSTED  
 GC0675* NAVD 88     -       209.465  (meters)     687.22   (feet)  ADJUSTED  
 GC0675  ___________________________________________________________________
 GC0675  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GC0675  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0675  DYNAMIC HT  -         209.283 (meters)     686.62  (feet)  COMP
 GC0675  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GC0675
 GC0675  HORZ ORDER  -  SECOND
 GC0675  VERT ORDER  -  SECOND    CLASS 0
 GC0675
 GC0675.The horizontal coordinates were established by classical geodetic methods
 GC0675.and adjusted by the National Geodetic Survey in April 1999..
 GC0675
 GC0675.The orthometric height was determined by differential leveling
 GC0675.and adjusted by the National Geodetic Survey in June 1991..
 GC0675
 GC0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0675
 GC0675.The geoid height was determined by GEOID03.
 GC0675
 GC0675.The dynamic height is computed by dividing the NAVD 88
 GC0675.geopotential number by the normal gravity value computed on the
 GC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0675.degrees latitude (g = 980.6199 gals.).
 GC0675
 GC0675.The modeled gravity was interpolated from observed gravity values.
 GC0675
 GC0675;                    North         East     Units Scale Factor Converg.
 GC0675;SPC TN       -   191,284.718   530,208.010   MT  0.99995580   -0 27 12.6
 GC0675;SPC TN       -   627,573.28  1,739,524.11   sFT  0.99995580   -0 27 12.6
 GC0675;UTM  16      - 3,990,062.856   520,297.227   MT  0.99960508   +0 07 57.5
 GC0675
 GC0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0675!SPC TN       -   0.99997169  x   0.99995580  =   0.99992749
 GC0675!UTM  16      -   0.99997169  x   0.99960508  =   0.99957678
 GC0675
 GC0675:                Primary Azimuth Mark                     Grid Az
 GC0675:SPC TN       -  HAILEY                                   021 20 27.9
 GC0675:UTM  16      -  HAILEY                                   020 45 17.8
 GC0675
 GC0675|---------------------------------------------------------------------|
 GC0675| PID    Reference Object                     Distance      Geod. Az  |
 GC0675|                                                           dddmmss.s |
 GC0675| GC0672 HAILEY                              APPROX. 0.8 KM 0205315.3 |
 GC0675|---------------------------------------------------------------------|
 GC0675
 GC0675                          SUPERSEDED SURVEY CONTROL
 GC0675
 GC0675  NAD 83(1995)-  36 03 17.69673(N)    086 46 28.70015(W) AD(       ) 2
 GC0675  NAD 83(1995)-  36 03 17.69774(N)    086 46 28.69965(W) AD(       ) 2
 GC0675  NAD 83(1986)-  36 03 17.70478(N)    086 46 28.70119(W) AD(       ) 2
 GC0675  NAD 27      -  36 03 17.48680(N)    086 46 28.70290(W) AD(       ) 2
 GC0675  NGVD 29 (??/??/92)  209.476  (m)          687.26   (f) ADJ UNCH    2 0
 GC0675
 GC0675.Superseded values are not recommended for survey control.
 GC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0675.See file dsdata.txt to determine how the superseded data were derived.
 GC0675
 GC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2029790063(NAD 83)
 GC0675_MARKER: DZ = AZIMUTH MARK DISK
 GC0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0675_STAMPING: HAILEY 1960
 GC0675_MARK LOGO: CGS   
 GC0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0675+STABILITY: SURFACE MOTION
 GC0675
 GC0675  HISTORY     - Date     Condition        Report By
 GC0675  HISTORY     - 1960     MONUMENTED       CGS
 GC0675
 GC0675                          STATION DESCRIPTION
 GC0675
 GC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0675'1.6 MI N FROM BRENTWOOD.
 GC0675'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0675'HIGHWAY 31, THEN 1.55 MILE NORTH ON WILSON PIKE ROAD TO THE
 GC0675'INTERSECTION OF U.S. HIGHWAY 31.  THE AZIMUTH MARK IS 63 FT.
 GC0675'EAST OF THE CENTER OF U.S. HIGHWAY 31, 52 FT. SOUTHWEST OF A
 GC0675'TELEPHONE POLE, 10 FT. NORTH-NORTHWEST OF A TELEPHONE LINE GUY
 GC0675'POLE, AND 4 FT. NORTH-NORTHWEST OF A WITNESS SIGN.  THE DISK
 GC0675'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 GC0675'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0674 ***********************************************************************
 GC0674  DESIGNATION -  HAILEY RM 1
 GC0674  PID         -  GC0674
 GC0674  STATE/COUNTY-  TN/DAVIDSON
 GC0674  USGS QUAD   -  OAK HILL (1968)
 GC0674
 GC0674                         *CURRENT SURVEY CONTROL
 GC0674  ___________________________________________________________________
 GC0674* NAD 83(1986)-  36 03 43.     (N)    086 46 16.     (W)     SCALED    
 GC0674* NAVD 88     -       205.707  (meters)     674.89   (feet)  ADJUSTED  
 GC0674  ___________________________________________________________________
 GC0674  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0674  DYNAMIC HT  -         205.529 (meters)     674.31  (feet)  COMP
 GC0674  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0674
 GC0674  VERT ORDER  -  SECOND    CLASS 0
 GC0674
 GC0674.The horizontal coordinates were scaled from a topographic map and have
 GC0674.an estimated accuracy of +/- 6 seconds.
 GC0674
 GC0674.The orthometric height was determined by differential leveling
 GC0674.and adjusted by the National Geodetic Survey in June 1991..
 GC0674
 GC0674.The geoid height was determined by GEOID03.
 GC0674
 GC0674.The dynamic height is computed by dividing the NAVD 88
 GC0674.geopotential number by the normal gravity value computed on the
 GC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0674.degrees latitude (g = 980.6199 gals.).
 GC0674
 GC0674.The modeled gravity was interpolated from observed gravity values.
 GC0674
 GC0674;                    North         East    Units  Estimated Accuracy
 GC0674;SPC TN       -   192,060.      530,530.      MT  (+/- 180 meters Scaled)
 GC0674
 GC0674                          SUPERSEDED SURVEY CONTROL
 GC0674
 GC0674  NGVD 29 (??/??/92)  205.720  (m)          674.93   (f) ADJ UNCH    2 0
 GC0674
 GC0674.Superseded values are not recommended for survey control.
 GC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0674.See file dsdata.txt to determine how the superseded data were derived.
 GC0674
 GC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE206908(NAD 83)
 GC0674_MARKER: DR = REFERENCE MARK DISK
 GC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0674_STAMPING: HAILEY NO 1 1960
 GC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0674+STABILITY: SURFACE MOTION
 GC0674
 GC0674  HISTORY     - Date     Condition        Report By
 GC0674  HISTORY     - 1960     MONUMENTED       CGS
 GC0674
 GC0674                          STATION DESCRIPTION
 GC0674
 GC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0674'2.2 MI N FROM BRENTWOOD.
 GC0674'THIS MARK IS LOCATED AT THE HAILEY 1960 STATION SITE, 57 FT.
 GC0674'WEST-NORTHWEST OF THE STATION MARK, 29 FT. WEST OF THE WEST
 GC0674'GATE POST, 3 FT. EAST-SOUTHEAST OF A 14-INCH TREE AND 2 FT.
 GC0674'NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0674'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0673 ***********************************************************************
 GC0673  DESIGNATION -  HAILEY RM 2
 GC0673  PID         -  GC0673
 GC0673  STATE/COUNTY-  TN/DAVIDSON
 GC0673  USGS QUAD   -  OAK HILL (1968)
 GC0673
 GC0673                         *CURRENT SURVEY CONTROL
 GC0673  ___________________________________________________________________
 GC0673* NAD 83(1986)-  36 03 43.     (N)    086 46 16.     (W)     SCALED    
 GC0673* NAVD 88     -       204.860  (meters)     672.11   (feet)  ADJUSTED  
 GC0673  ___________________________________________________________________
 GC0673  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0673  DYNAMIC HT  -         204.683 (meters)     671.53  (feet)  COMP
 GC0673  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0673
 GC0673  VERT ORDER  -  SECOND    CLASS 0
 GC0673
 GC0673.The horizontal coordinates were scaled from a topographic map and have
 GC0673.an estimated accuracy of +/- 6 seconds.
 GC0673
 GC0673.The orthometric height was determined by differential leveling
 GC0673.and adjusted by the National Geodetic Survey in June 1991..
 GC0673
 GC0673.The geoid height was determined by GEOID03.
 GC0673
 GC0673.The dynamic height is computed by dividing the NAVD 88
 GC0673.geopotential number by the normal gravity value computed on the
 GC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0673.degrees latitude (g = 980.6199 gals.).
 GC0673
 GC0673.The modeled gravity was interpolated from observed gravity values.
 GC0673
 GC0673;                    North         East    Units  Estimated Accuracy
 GC0673;SPC TN       -   192,060.      530,530.      MT  (+/- 180 meters Scaled)
 GC0673
 GC0673                          SUPERSEDED SURVEY CONTROL
 GC0673
 GC0673  NGVD 29 (??/??/92)  204.873  (m)          672.15   (f) ADJ UNCH    2 0
 GC0673
 GC0673.Superseded values are not recommended for survey control.
 GC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0673.See file dsdata.txt to determine how the superseded data were derived.
 GC0673
 GC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE206908(NAD 83)
 GC0673_MARKER: DR = REFERENCE MARK DISK
 GC0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0673_STAMPING: HAILEY NO 2 1960
 GC0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0673+STABILITY: SURFACE MOTION
 GC0673
 GC0673  HISTORY     - Date     Condition        Report By
 GC0673  HISTORY     - 1960     MONUMENTED       CGS
 GC0673
 GC0673                          STATION DESCRIPTION
 GC0673
 GC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0673'2.2 MI N FROM BRENTWOOD.
 GC0673'THIS MARK IS LOCATED AT THE HAILEY 1960 STATION SITE, 79 FT.
 GC0673'NORTH OF THE STATION MARK, 79 FT. NORTH OF THE EAST GATE POST
 GC0673'AND 0.5 FT. WEST OF THE SOUTHWEST CORNER OF A BARN.  THE DISK
 GC0673'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1444 ***********************************************************************
 FC1444  DESIGNATION -  HALE
 FC1444  PID         -  FC1444
 FC1444  STATE/COUNTY-  TN/MARION
 FC1444  USGS QUAD   -  SEQUATCHIE (1982)
 FC1444
 FC1444                         *CURRENT SURVEY CONTROL
 FC1444  ___________________________________________________________________
 FC1444* NAD 83(1995)-  35 01 44.51678(N)    085 32 54.70847(W)     ADJUSTED  
 FC1444* NAVD 88     -       211.653  (meters)     694.40   (feet)  ADJUSTED  
 FC1444  ___________________________________________________________________
 FC1444  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FC1444  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1444  DYNAMIC HT  -         211.448 (meters)     693.73  (feet)  COMP
 FC1444  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1444
 FC1444  HORZ ORDER  -  SECOND
 FC1444  VERT ORDER  -  SECOND    CLASS 0
 FC1444
 FC1444.The horizontal coordinates were established by classical geodetic methods
 FC1444.and adjusted by the National Geodetic Survey in April 1999..
 FC1444
 FC1444.The orthometric height was determined by differential leveling
 FC1444.and adjusted by the National Geodetic Survey in June 1991..
 FC1444
 FC1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1444
 FC1444.The geoid height was determined by GEOID03.
 FC1444
 FC1444.The dynamic height is computed by dividing the NAVD 88
 FC1444.geopotential number by the normal gravity value computed on the
 FC1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1444.degrees latitude (g = 980.6199 gals.).
 FC1444
 FC1444.The modeled gravity was interpolated from observed gravity values.
 FC1444
 FC1444;                    North         East     Units Scale Factor Converg.
 FC1444;SPC TN       -    77,284.204   641,201.059   MT  1.00004634   +0 15 51.5
 FC1444;SPC TN       -   253,556.59  2,103,673.81   sFT  1.00004634   +0 15 51.5
 FC1444;UTM  16      - 3,877,225.439   632,407.100   MT  0.99981607   +0 49 59.7
 FC1444
 FC1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1444!SPC TN       -   0.99997135  x   1.00004634  =   1.00001769
 FC1444!UTM  16      -   0.99997135  x   0.99981607  =   0.99978742
 FC1444
 FC1444|---------------------------------------------------------------------|
 FC1444| PID    Reference Object                     Distance      Geod. Az  |
 FC1444|                                                           dddmmss.s |
 FC1444| FC1443 HALE RM 1                            10.807 METERS 01603     |
 FC1444| CG5957 HALE RM 4 AZIMUTH                                  1005816.2 |
 FC1444| CG5955 RT 16 HA                                           1060651.8 |
 FC1444| CG5956 HALE RM 3                             8.014 METERS 18719     |
 FC1444| FC1442 HALE RM 2                             6.091 METERS 29403     |
 FC1444|---------------------------------------------------------------------|
 FC1444
 FC1444                          SUPERSEDED SURVEY CONTROL
 FC1444
 FC1444  NAD 83(1995)-  35 01 44.51699(N)    085 32 54.70851(W) AD(       ) 2
 FC1444  NAD 83(1995)-  35 01 44.51738(N)    085 32 54.71008(W) AD(       ) 2
 FC1444  NAD 83(1995)-  35 01 44.51865(N)    085 32 54.70777(W) AD(       ) 2
 FC1444  NAD 83(1986)-  35 01 44.51889(N)    085 32 54.70759(W) AD(       ) 2
 FC1444  NAD 27      -  35 01 44.24210(N)    085 32 54.83800(W) AD(       ) 2
 FC1444  NGVD 29 (??/??/92)  211.653  (m)          694.40   (f) ADJ UNCH    2 0
 FC1444
 FC1444.Superseded values are not recommended for survey control.
 FC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1444.See file dsdata.txt to determine how the superseded data were derived.
 FC1444
 FC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3240777225(NAD 83)
 FC1444_MARKER: DR = REFERENCE MARK DISK
 FC1444_SETTING: 66 = SET IN ROCK OUTCROP
 FC1444_SP_SET: BEDROCK
 FC1444_STAMPING: HALE 1962
 FC1444_MARK LOGO: CGS   
 FC1444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1444+STABILITY: POSITION/ELEVATION WELL
 FC1444
 FC1444  HISTORY     - Date     Condition        Report By
 FC1444  HISTORY     - 1962     MONUMENTED       CGS
 FC1444  HISTORY     - 1970     MARK NOT FOUND   TVA
 FC1444  HISTORY     - 1972     GOOD             NGS
 FC1444  HISTORY     - 1972     GOOD             NGS
 FC1444  HISTORY     - 1983     GOOD             USPSQD
 FC1444
 FC1444                          STATION DESCRIPTION
 FC1444
 FC1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1444'THE STATION IS LOCATED ABOUT 0.6 MILE WEST OF GUILD, NORTH OF U. S.
 FC1444'HIGHWAY 41 AND NEAR THE WEST END OF THE MARION MEMORIAL BRIDGE
 FC1444'ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 FC1444'
 FC1444'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41, 72 AND 64
 FC1444'AND STATE HIGHWAY 134 IN GUILD, GO WESTERLY ON U. S. HIGHWAY
 FC1444'41, 72 AND 64 FOR 0.6 MILE TO THE WEST END OF THE MARION MEMORIAL
 FC1444'BRIDGE AND THE STATION ON THE RIGHT.
 FC1444'
 FC1444'THE STATION MARK IS 69 FEET NORTH OF THE TENNESSEE HISTORICAL MARKER,
 FC1444'2 B5 RUNNING WATERTOWN, 57 FEET NORTHWEST OF THE NORTHEWEST
 FC1444'CORNER OF THE MARION MEMORIAL BRIDGE, 39 FEET SOUTH OF A 12-INCH
 FC1444'CEDAR TREE, AND 16 FEET NORTH OF THE EDGE OF BLUFF.  IT IS A
 FC1444'STANDARD TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FC1444'BEDROCK, FLUSH AND IS STAMPED HALE 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A 12-INCH CEDAR TREE AND
 FC1444'ABOUT 5 FEET HIGHER THAN THE STATION ELEVATION.  IT IS A
 FC1444'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK,
 FC1444'FLUSH AND IS STAMPED HALE NO 1 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 2 IS 22 FEET SOUTHEAST OF A 20-INCH ELM TREE, 16
 FC1444'FEET NORTH OF THE EDGE OF BLUFF AND ABOUT THE SAME
 FC1444'ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK CEMENTED IN A
 FC1444'DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED HALE
 FC1444'NO 2 1962.
 FC1444'
 FC1444'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FC1444'HOUSE, 48 FEET NORTH OF POWER LINE POLE NO. 30, 15.6 FEET WEST
 FC1444'OF THE WEST RAIL OF RAILROAD TRACKS, AND 1.2 FEET WEST OF A T.V.A.
 FC1444'METAL WITNESS POST.  IT IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A
 FC1444'6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 FOOT AND IS STAMPED
 FC1444'RT 16 HA 1935.
 FC1444'
 FC1444'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC1444
 FC1444                          STATION RECOVERY (1970)
 FC1444
 FC1444'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1970
 FC1444'STATION AND RM 2 NOT FOUND.  BELIEVED DESTROYED.  DOZER WORK DONE IN
 FC1444'THIS AREA.
 FC1444
 FC1444                          STATION RECOVERY (1972)
 FC1444
 FC1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1444'AFTER A LENGTHY SEARCH, THE STATION MARK AND REFERENCE MARK NO. 1
 FC1444'WERE RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  THE DISK FOR
 FC1444'REFERENCE MARK NO. 2 WAS REPORTED DESTROYED AND FOUND BY MR. GLEN B.
 FC1444'STINER OF THE T.V.A. MAPS AND SURVEYS SECTION, AND THE DISK
 FC1444'HAS NOT BEEN CLAIMED.  THE ORIGINAL AZIMUTH MARK RT 16 HA 1935 (TVA)
 FC1444'IS NOW COVERED BY ABOUT 15 FEET OF WATER IMPOUNDED BY THE
 FC1444'CONSTRUCTION OF NICKAJACK DAM ON THE TENNESSEE RIVER.  ORIGINALLY THE
 FC1444'STATION MARK DISK WAS CEMENTED IN A DRILL HOLE IN THE BEDROCK OF A
 FC1444'LARGE ROCK LEDGE ABOUT 15 FEET ABOVE THE LEVEL OF U. S.
 FC1444'HIGHWAYS 41, 64 AND 72, AND NEAR THE WEST END OF THE MARION MEMORIAL
 FC1444'BRIDGE SPANNING THE TENNESSEE RIVER.  DUE TO THE
 FC1444'BUILDING OF NICKAJACK DAM ON THE RIVER, IT WAS NECESSARY TO RAISE THE
 FC1444'ORIGINAL BRIDGE SPAN BY ABOUT 20 FEET TO PERMIT NAVIGATION.
 FC1444'IN SO DOING, THE APPROACHES FOR THE BRIDGE WERE RAISED ACCORDINGLY,
 FC1444'AND THE ROCK LEDGE WHERE THE STATION IS LOCATED IS ABOUT
 FC1444'4 FEET BELOW THE LEVEL OF THE HIGHWAYS, AND THE STATION MARK IS NOW
 FC1444'COVERED WITH ABOUT 16-INCHES OF COMPACTED FILL.  AS THE
 FC1444'STATION COULD NOT BE LOWERED OR MOVED, A 16-INCH, ROUND,
 FC1444'CONCRETE WATER METER BOX WITH A METAL COVER WAS OBTAINED, CENTERED
 FC1444'OVER THE MARK AND FIRMLY TAMPED AROUND, AND THE ORIGINAL MARK
 FC1444'IS STILL AVAILABLE FOR USE.  A NEW REFERENCE MARK NO. 3 WAS
 FC1444'ESTABLISHED USING A T.V.A. DISK SET IN THE NORTHWEST CORNER OF
 FC1444'THE BRIDGE ABUTMENT, AND A NEW REFERENCE MARK NO. 4 (AZIMUTH MARK)
 FC1444'WAS SET.  WITH CONSIDERABLE CLEARING ON BOTH ENDS, TRAVERSE
 FC1444'STATION GUILD 1962 WAS MADE VISIBLE, AFTER WHICH THE STATION WAS
 FC1444'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED UPON ALL MARKS.
 FC1444'IN CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE BETWEEN GUILD
 FC1444'1962 AND REFERENCE MARK NO. 1 AGAINST THE 1962 OBSERVATIONS,
 FC1444'THE ANGLE FELL WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING THE
 FC1444'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK
 FC1444'NO. 1 A DISCREPANCY OF MINUS 0.02 OF A FOOT WAS NOTED.
 FC1444'
 FC1444'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1444'
 FC1444'THE STATION IS LOCATED ABOUT 0.75 OF A MILE WEST OF THE SMALL
 FC1444'COMMUNITY OF HALETOWN, ABOUT 0.6 OF A MILE WEST OF THE
 FC1444'INTERSECTION OF U. S. HIGHWAYS 41, 64 AND 72 AND STATE ROUTES 134 AND
 FC1444'156, NEAR THE WEST END OF THE MARION MEMORIAL BRIDGE ACROSS THE
 FC1444'NICKAJACK DAM OF THE TENNESSEE
 FC1444'RIVER, AND IS ABOUT 4 FEET BELOW THE
 FC1444'LEVEL OF THE HIGHWAYS.
 FC1444'
 FC1444'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 FC1444'HALETOWN (GUILD P.O.), GO SOUTHWESTERLY ON U. S.  HIGHWAYS 41, 64
 FC1444'AND 72 FOR 0.25 OF A MILE TO THE JUNCTION OF STATE ROUTES 134 AND 156
 FC1444'ON THE LEFT, AND THE AZIMUTH MARK ON THE LEFT.
 FC1444'HERE CONTINUE WESTERLY ON U. S. HIGHWAYS 41, 64 AND 72 FOR 0.6 OF A
 FC1444'MILE, CROSSING THE NICKAJACK DAM IMPOUNDMENT ON THE TENNESSEE
 FC1444'RIVER, TO THE WEST END OF THE MARION MEMORIAL BRIDGE AND THE STATION
 FC1444'ON THE RIGHT.
 FC1444'
 FC1444'THE STATION IS 54 FEET EAST OF A TENNESSEE HISTORICAL COMMISSION SIGN
 FC1444'2B5 RUNNING WATER TOWN, 38 FEET NORTH OF THE APPROXIMATE CENTER
 FC1444'OF U. S. HIGHWAYS 41, 64 AND 72, 25.7 FEET NORTH OF THE NORTHWEST
 FC1444'CORNER OF THE WEST END OF THE MARION MEMORIAL BRIDGE, 23.5 FEET
 FC1444'SOUTHWEST OF A GUYED, TELEPHONE CABLE RISER POLE, 11.8 FEET WEST OF
 FC1444'THE NORTHEAST CORNER OF A CONCRETE DRAIN, 2.0 FEET NORTH OF THE
 FC1444'NORTH EDGE OF THE CONCRETE DRAIN, AND 1.5 FEET EAST OF A METAL
 FC1444'WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 FC1444'HOLE IN OUTCROPPING BEDROCK ABOUT 16 INCHES BELOW THE
 FC1444'GROUND SURFACE AND IS SURROUNDED BY A 16-INCH, ROUND, CONCRETE WATER
 FC1444'METER BOX WITH A METAL LID, WHICH PROJECTS ABOUT 2 INCHES,
 FC1444'AND THE DISK IS STAMPED HALE 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 1 IS 7O FEET NORTH OF THE APPROXIMATE CENTER OF U.
 FC1444'S. HIGHWAYS 41, 64 AND 72, 73 FEET NORTHEAST OF THE TENNESSEE
 FC1444'HISTORICAL COMMISSION SIGN 2B5, 61 FEET NORTH OF THE NORTHWEST CORNER
 FC1444'OF THE METAL BANISTER ANCHOR BLOCK AT THE WEST END OF THE MARION
 FC1444'MEMORIAL BRIDGE, 22 FEET NORTHWEST OF THE GUYED, TELEPHONE CABLE
 FC1444'RISER POLE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAYS.
 FC1444'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 FC1444'OUTCROP AND THE DISK IS STAMPED HALE NO 1 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 3 IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER
 FC1444'DISK SET IN THE CONCRETE ANCHOR BLOCK FOR THE METAL BANISTER
 FC1444'ON THE NORTH SIDE OF THE WEST END OF THE MARION MEMORIAL BRIDGE, 56
 FC1444'FEET EAST-SOUTHEAST OF THE TENNESSEE HISTORICAL COMMISSION
 FC1444'SIGN 2B5, 45 FEET SOUTH-SOUTHWEST OF THE GUYED, TELEPHONE CABLE RISER
 FC1444'POLE, AND 12 FEET NORTH OF THE APPROXIMATE CENTER OF U. S.
 FC1444'HIGHWAYS 41, 64 AND 72.  AN ARROW WAS CHISELED INTO THIS MARK
 FC1444'POINTING TO THE STATION MARK AND THE DISK WAS STAMPED HALE 1962
 FC1444'NO 3 1972.  NOTE-PERMISSION WAS OBTAINED FROM
 FC1444'TENNESSEE VALLEY AUTHORITY OFFICIALS TO STAMP THE DISK.
 FC1444'
 FC1444'THE COMPUTED HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC1444'REFERENCE MARK NO. 3 IS 61.57 FEET - 18.767 METERS.
 FC1444'
 FC1444'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS ABOUT 0.6 OF A MILE EAST OF
 FC1444'THE STATION, 135 FEET SOUTH-SOUTHWEST AND ACROSS U. S. HIGHWAYS
 FC1444'41, 64 AND 72 FROM GUYED UTILITY POLE NO 852, 100 FEET SOUTHEAST AND
 FC1444'ACROSS U. S. HIGHWAYS 41, 64 AND 72 FROM A GUYED POWERLINE POLE,
 FC1444'38 FEET SOUTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAYS 41, 64 AND
 FC1444'72, 17 FEET EAST OF THE APPROXIMATE CENTER STATE ROUTES 134
 FC1444'AND 156, 17 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE METAL WATER
 FC1444'VALVE COVER, AND IN THE TOP OF THE WEST CONCRETE CURB OF THE EAST
 FC1444'DIVIDER ISLAND OF THE INTERSECTION.  IT IS A STANDARD DISK
 FC1444'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB AND THE DISK
 FC1444'IS STAMPED HALE 1962 NO 4 1972.
 FC1444'
 FC1444'ALL MARKS AT THE IMMEDIATE STATION SITE WERE BENCH MARKS.  THE
 FC1444'ELEVATION BETWEEN THE STATION MARK AND REFERENCE MARK NO. 1 WAS
 FC1444'NOT CHECKED AT THIS VISIT, AND AN ELEVATION WAS NOT TRANSFERRED TO
 FC1444'THE NEW REFERENCE MARK NO. 3 THIS WILL BE ACCOMPLISHED AT A
 FC1444'FUTURE DATE, AT WHICH TIME BENCH MARK RECOVERIES WILL BE SUBMITTED.
 FC1444'
 FC1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 0.75 MILE WEST
 FC1444'OF HALETOWN.
 FC1444
 FC1444                          STATION RECOVERY (1972)
 FC1444
 FC1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1444'0.8 MI W FROM HALETOWN.
 FC1444'THIS MARK WAS RECOVERED AND FOUND IN APPARENT GOOD CONDITION.
 FC1444'THE MARK IS AT THE HALE 1962 TRAVERSE STATION SITE, ABOUT 0.6 OF
 FC1444'A MILE WEST OF THE INTERSECTION OF U.S. HIGHWAYS 41, 64 AND 72
 FC1444'AND STATE ROUTES 134 AND 156, AND NEAR THE WEST END OF THE MARION
 FC1444'MEMORIAL BRIDGE SPANNING THE NICKAJACK DAM ON THE TENNESSEE RIVER.
 FC1444'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF HALETOWN
 FC1444'(GUILD P.O.), GO SOUTHWESTERLY ON U.S. HIGHWAYS 41, 64 AND 72
 FC1444'FOR 0.25 OF A MILE TO THE JUNCTION OF STATE ROUTES 134 AND 156
 FC1444'ON THE LEFT, CONTINUE WESTERLY ON U.S. HIGHWAYS 41, 64 AND 72
 FC1444'FOR 0.6 OF A MILE TO THE WEST END OF THE MARION MEMORIAL BRIDGE
 FC1444'AND THE MARK ON THE RIGHT, 54 FEET EAST OF A TENNESSEE HISTORICAL
 FC1444'COMMISSION SING 2B5 RUNNING WATER TOWN, 38 FEET NORTH OF THE
 FC1444'APPROXIMATE CENTER OF U.S. HIGHWAYS 41, 64 AND 72, 25.7 FEET
 FC1444'NORTH OF THE NORTHWEST CORNER OF THE WEST END OF THE BRIDGE, 23.5
 FC1444'FEET WEST OF A GUYED, TELEPHONE CABLE RISER POLE, 11.8 FEET WEST OF
 FC1444'THE NORTHWEST CORNER OF A CONCRETE DRAIN, 2.0 FEET NORTH OF THE
 FC1444'NORTH EDGE OF THE CONCRETE DRAIN, AND 1.5 FEET EAST OF A METAL
 FC1444'WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE STATION DISK
 FC1444'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 16 INCHES
 FC1444'BELOW THE GROUND SURFACE AND IS SURROUNDED BY A 16-INCH, ROUND,
 FC1444'CONCRETE WATER METER BOX WITH A METAL LID, WHICH PROJECTS ABOUT
 FC1444'2 INCHES, AND THE DISK IS STAMPED HALE 1962.
 FC1444
 FC1444                          STATION RECOVERY (1983)
 FC1444
 FC1444'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3389 ***********************************************************************
 GA3389  DESIGNATION -  HALE
 GA3389  PID         -  GA3389
 GA3389  STATE/COUNTY-  TN/WASHINGTON
 GA3389  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA3389
 GA3389                         *CURRENT SURVEY CONTROL
 GA3389  ___________________________________________________________________
 GA3389* NAD 83(1995)-  36 25 19.24954(N)    082 34 30.78457(W)     ADJUSTED  
 GA3389* NAVD 88     -       594.3    (meters)    1950.     (feet)  VERTCON   
 GA3389  ___________________________________________________________________
 GA3389  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3389  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA3389
 GA3389  HORZ ORDER  -  SECOND
 GA3389
 GA3389.The horizontal coordinates were established by classical geodetic methods
 GA3389.and adjusted by the National Geodetic Survey in April 1999..
 GA3389
 GA3389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3389
 GA3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3389
 GA3389.The geoid height was determined by GEOID03.
 GA3389
 GA3389;                    North         East     Units Scale Factor Converg.
 GA3389;SPC TN       -   237,115.449   907,075.011   MT  1.00000095   +2 00 18.0
 GA3389;SPC TN       -   777,936.27  2,975,961.93   sFT  1.00000095   +2 00 18.0
 GA3389;UTM  17      - 4,031,910.316   358,784.312   MT  0.99984570   -0 56 07.5
 GA3389
 GA3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3389!SPC TN       -   0.99991167  x   1.00000095  =   0.99991262
 GA3389!UTM  17      -   0.99991167  x   0.99984570  =   0.99975739
 GA3389
 GA3389|---------------------------------------------------------------------|
 GA3389| PID    Reference Object                     Distance      Geod. Az  |
 GA3389|                                                           dddmmss.s |
 GA3389| DB9900 HALE RM 1                            24.472 METERS 06505     |
 GA3389| DB9901 HALE RM 2                            26.049 METERS 24628     |
 GA3389| GA1088 HALE AZ MK                                         2525029.6 |
 GA3389|---------------------------------------------------------------------|
 GA3389
 GA3389                          SUPERSEDED SURVEY CONTROL
 GA3389
 GA3389  NAD 83(1995)-  36 25 19.25214(N)    082 34 30.78656(W) AD(       ) 2
 GA3389  NAD 83(1995)-  36 25 19.26197(N)    082 34 30.80351(W) AD(       ) 2
 GA3389  NAD 83(1995)-  36 25 19.25498(N)    082 34 30.78712(W) AD(       ) 2
 GA3389  NAD 83(1986)-  36 25 19.25751(N)    082 34 30.78880(W) AD(       ) 2
 GA3389  NAD 27      -  36 25 18.88790(N)    082 34 31.24910(W) AD(       ) 2
 GA3389  NGVD 29 (07/19/86)  594.4    (m)         1950.     (f) VERT ANG       
 GA3389
 GA3389.Superseded values are not recommended for survey control.
 GA3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3389.See file dsdata.txt to determine how the superseded data were derived.
 GA3389
 GA3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5878431910(NAD 83)
 GA3389_MARKER: DE = TRAVERSE STATION DISK
 GA3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3389
 GA3389  HISTORY     - Date     Condition        Report By
 GA3389  HISTORY     - 1961     MONUMENTED       CGS
 GA3389
 GA3389                          STATION DESCRIPTION
 GA3389
 GA3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3389'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF FALL BRANCH AND 3
 GA3389'MILES EAST OF HAWS
 GA3389'CROSSROAD ON A HIGH WOODED HILL, ON THE PROPERTY OF MR.
 GA3389'HALE.
 GA3389'
 GA3389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND STATE
 GA3389'HIGHWAY 93 WHICH IS ABOUT 20
 GA3389'MILES NORTHEAST OF GREENEVILLE, GO NORTH ON STATE
 GA3389'HIGHWAY 81 FOR 1.7 MILES TO A
 GA3389'CROSSROAD AT THE FOOT OF A HILL, TURN
 GA3389'RIGHT, AND GO 2.45 MILES TO THE AZIMUTH MARK ON
 GA3389'THE LEFT, CONTINUE
 GA3389'STRAIGHT AHEAD FOR 0.4 MILE TO A WIRE GATE ON THE RIGHT, TURN
 GA3389'RIGHT THROUGH
 GA3389'GATE AND GO SOUTH ACROSS PASTURE FOR 0.15 MILE TO A WIRE
 GA3389'GATE, PASS THROUGH GATE
 GA3389'AND GO UP HILL FOR 0.05 MILE TO A WIRE GATE
 GA3389'ON THE LEFT, TURN LEFT THROUGH GATE AND GO
 GA3389'0.15 MILE TO THE TOP OF
 GA3389'HILL AND STATION.
 GA3389'
 GA3389'STATION MARK IS 25 FEET EAST OF A 20-INCH TRIANGLE BLAZED TREE AND
 GA3389'2.7 FEET SOUTHEAST OF A
 GA3389'WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK,
 GA3389'FLUSH, AND IS STAMPED HALE 1961.
 GA3389'
 GA3389'REFERENCE MARK NO. 1 IS 8 FEET WEST OF A 15-INCH OAK TREE.  THE MARK
 GA3389'IS A STANDARD DISK,
 GA3389'FLUSH, AND IS STAMPED HALE NO 1 1961.
 GA3389'
 GA3389'REFERENCE MARK NO. 2 IS 61 FEET WEST OF A 20-INCH TRIANGLE BLAZED
 GA3389'TREE, 12 FEET NORTHWEST OF A
 GA3389'20-INCH OAK TREE, ON THE WEST SLOPE OF HILL ABOUT 4
 GA3389'FEET LOWER THAN THE STATION.  THE
 GA3389'MARK IS A STANDARD DISK, FLUSH, AND
 GA3389'IS STAMPED HALE NO 2 1961.
 GA3389'
 GA3389'AZIMUTH MARK IS 37 FEET WEST OF A T JUNCTION, 16 FEET NORTHWEST OF
 GA3389'THE CENTER OF A OILED
 GA3389'ROAD, 2.1 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT
 GA3389'SOUTHEAST OF A WIRE FENCE.
 GA3389'THE MARK IS A STANDARD DISK, FLUSH, AND
 GA3389'IS STAMPED HALE 1961.
 GA3389'
 GA3389'AZIMUTH MARK USED AS A BENCH MARK.
 GA3389'
 GA3389'HEIGHT OF LIGHT ABOVE STATION MARK - 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1088 ***********************************************************************
 GA1088  DESIGNATION -  HALE AZ MK
 GA1088  PID         -  GA1088
 GA1088  STATE/COUNTY-  TN/WASHINGTON
 GA1088  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1088
 GA1088                         *CURRENT SURVEY CONTROL
 GA1088  ___________________________________________________________________
 GA1088* NAD 83(1986)-  36 25 12.     (N)    082 34 56.     (W)     SCALED    
 GA1088* NAVD 88     -       532.955  (meters)    1748.54   (feet)  ADJUSTED  
 GA1088  ___________________________________________________________________
 GA1088  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1088  DYNAMIC HT  -         532.458 (meters)    1746.91  (feet)  COMP
 GA1088  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 GA1088
 GA1088  VERT ORDER  -  SECOND    CLASS 0
 GA1088
 GA1088.The horizontal coordinates were scaled from a topographic map and have
 GA1088.an estimated accuracy of +/- 6 seconds.
 GA1088
 GA1088.The orthometric height was determined by differential leveling
 GA1088.and adjusted by the National Geodetic Survey in June 1991..
 GA1088
 GA1088.The geoid height was determined by GEOID03.
 GA1088
 GA1088.The dynamic height is computed by dividing the NAVD 88
 GA1088.geopotential number by the normal gravity value computed on the
 GA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1088.degrees latitude (g = 980.6199 gals.).
 GA1088
 GA1088.The modeled gravity was interpolated from observed gravity values.
 GA1088
 GA1088;                    North         East    Units  Estimated Accuracy
 GA1088;SPC TN       -   236,870.      906,460.      MT  (+/- 180 meters Scaled)
 GA1088
 GA1088                          SUPERSEDED SURVEY CONTROL
 GA1088
 GA1088  NGVD 29 (??/??/92)  533.093  (m)         1748.99   (f) ADJ UNCH    2 0
 GA1088
 GA1088.Superseded values are not recommended for survey control.
 GA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1088.See file dsdata.txt to determine how the superseded data were derived.
 GA1088
 GA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA581316(NAD 83)
 GA1088_MARKER: DZ = AZIMUTH MARK DISK
 GA1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1088_STAMPING: HALE 1961
 GA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1088+STABILITY: SURFACE MOTION
 GA1088
 GA1088  HISTORY     - Date     Condition        Report By
 GA1088  HISTORY     - 1961     MONUMENTED       CGS
 GA1088
 GA1088                          STATION DESCRIPTION
 GA1088
 GA1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1088'2.8 MI E FROM FALL BRANCH.
 GA1088'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH
 GA1088'ON STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 2.3 MILES EAST ON
 GA1088'A PAVED ROAD TO A T JUNCTION OF A ROAD LEADING NORTHEAST.  THE
 GA1088'AZIMUTH MARK IS AT THE T JUNCTION, 37 FT. WEST OF THE T JUNCTION,
 GA1088'16 FT. NORTHWEST OF THE CENTER OF PAVED ROAD, 2.1 FT. NORTHEAST
 GA1088'OF A WITNESS SIGN AND 1 FT. SOUTHEAST OF A WIRE FENCE.  THE DISK
 GA1088'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1443 ***********************************************************************
 FC1443  DESIGNATION -  HALE RM 1
 FC1443  PID         -  FC1443
 FC1443  STATE/COUNTY-  TN/MARION
 FC1443  USGS QUAD   -  SEQUATCHIE (1982)
 FC1443
 FC1443                         *CURRENT SURVEY CONTROL
 FC1443  ___________________________________________________________________
 FC1443* NAD 83(1986)-  35 01 44.     (N)    085 32 54.     (W)     SCALED    
 FC1443* NAVD 88     -       213.739  (meters)     701.24   (feet)  ADJUSTED  
 FC1443  ___________________________________________________________________
 FC1443  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1443  DYNAMIC HT  -         213.532 (meters)     700.56  (feet)  COMP
 FC1443  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1443
 FC1443  VERT ORDER  -  SECOND    CLASS 0
 FC1443
 FC1443.The horizontal coordinates were scaled from a topographic map and have
 FC1443.an estimated accuracy of +/- 6 seconds.
 FC1443
 FC1443.The orthometric height was determined by differential leveling
 FC1443.and adjusted by the National Geodetic Survey in June 1991..
 FC1443
 FC1443.The geoid height was determined by GEOID03.
 FC1443
 FC1443.The dynamic height is computed by dividing the NAVD 88
 FC1443.geopotential number by the normal gravity value computed on the
 FC1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1443.degrees latitude (g = 980.6199 gals.).
 FC1443
 FC1443.The modeled gravity was interpolated from observed gravity values.
 FC1443
 FC1443;                    North         East    Units  Estimated Accuracy
 FC1443;SPC TN       -    77,270.      641,220.      MT  (+/- 180 meters Scaled)
 FC1443
 FC1443                          SUPERSEDED SURVEY CONTROL
 FC1443
 FC1443  NGVD 29 (??/??/92)  213.739  (m)          701.24   (f) ADJ UNCH    2 0
 FC1443
 FC1443.Superseded values are not recommended for survey control.
 FC1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1443.See file dsdata.txt to determine how the superseded data were derived.
 FC1443
 FC1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD324772(NAD 83)
 FC1443_MARKER: DR = REFERENCE MARK DISK
 FC1443_SETTING: 66 = SET IN ROCK OUTCROP
 FC1443_SP_SET: BEDROCK
 FC1443_STAMPING: HALE NO 1 1962
 FC1443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1443+STABILITY: POSITION/ELEVATION WELL
 FC1443
 FC1443  HISTORY     - Date     Condition        Report By
 FC1443  HISTORY     - 1962     MONUMENTED       CGS
 FC1443  HISTORY     - 1972     GOOD             NGS
 FC1443  HISTORY     - 1983     GOOD             USPSQD
 FC1443
 FC1443                          STATION DESCRIPTION
 FC1443
 FC1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FC1443'0.8 MI W FROM HALETOWN.
 FC1443'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 FC1443'THE HALE 1962 TRAVERSE STATION SITE, 73 FEET NORTH OF THE
 FC1443'APPROXIMATE CENTER OF U.S. HIGHWAYS 41, 64 AND 72, 73 FEET
 FC1443'NORTHEAST OF A TENNESSEE HISTORICAL COMMISSION SIGN 2B5 RUNNING
 FC1443'WATER TOWN, 61 FEET NORTH OF THE NORTHWEST CORNER OF THE METAL
 FC1443'BANISTER ANCHOR BLOCK AT THE WEST END OF THE MARION MEMORIAL
 FC1443'BRIDGE, 35.46 FEET SOUTH-SOUTHWEST OF HALE 1962, 22 FEET NORTHWEST
 FC1443'OF A GUYED, TELEPHONE CABLE RISER POLE, AND ABOUT 3 FEET ABOVE THE
 FC1443'LEVEL OF THE HIGHWAY.  IT IS A STANDARD REFERENCE MARK DISK
 FC1443'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND THE DISK
 FC1443'IS STAMPED HALE NO 1 1962.
 FC1443
 FC1443                          STATION RECOVERY (1983)
 FC1443
 FC1443'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9674 ***********************************************************************
 DE9674  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9674  DESIGNATION -  HALES PT
 DE9674  PID         -  DE9674
 DE9674  STATE/COUNTY-  TN/LAUDERDALE
 DE9674  USGS QUAD   -  CHIC (1983)
 DE9674
 DE9674                         *CURRENT SURVEY CONTROL
 DE9674  ___________________________________________________________________
 DE9674* NAD 83(1995)-  35 53 35.37005(N)    089 38 24.91668(W)     ADJUSTED  
 DE9674* NAVD 88     -        79.17   (meters)     259.7    (feet)  GPS OBS   
 DE9674  ___________________________________________________________________
 DE9674  X           -      32,479.711 (meters)                     COMP
 DE9674  Y           -  -5,172,897.500 (meters)                     COMP
 DE9674  Z           -   3,718,624.356 (meters)                     COMP
 DE9674  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DE9674  ELLIP HEIGHT-          51.20  (meters)          (01/24/03) GPS OBS
 DE9674  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE9674
 DE9674  HORZ ORDER  -  FIRST
 DE9674  ELLP ORDER  -  SECOND    CLASS II
 DE9674
 DE9674.The horizontal coordinates were established by GPS observations
 DE9674.and adjusted by the National Geodetic Survey in January 2003..
 DE9674
 DE9674.The orthometric height was determined by GPS observations and a
 DE9674.high-resolution geoid model using precise GPS observation and
 DE9674.processing techniques.
 DE9674
 DE9674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9674
 DE9674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9674
 DE9674.The ellipsoidal height was determined by GPS observations
 DE9674.and is referenced to NAD 83.
 DE9674
 DE9674.The geoid height was determined by GEOID03.
 DE9674
 DE9674;                    North         East     Units Scale Factor Converg.
 DE9674;SPC TN       -   179,172.443   271,431.628   MT  0.99994893   -2 07 52.1
 DE9674;SPC TN       -   587,834.92    890,521.93   sFT  0.99994893   -2 07 52.1
 DE9674;UTM  16      - 3,975,318.668   261,692.981   MT  1.00029983   -1 32 55.1
 DE9674
 DE9674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9674!SPC TN       -   0.99999196  x   0.99994893  =   0.99994089
 DE9674!UTM  16      -   0.99999196  x   1.00029983  =   1.00029179
 DE9674
 DE9674                          SUPERSEDED SURVEY CONTROL
 DE9674
 DE9674.No superseded survey control is available for this station.
 DE9674
 DE9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6169375319(NAD 83)
 DE9674_MARKER: F = FLANGE-ENCASED ROD
 DE9674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9674+WITH SETTING: INFORMATION.
 DE9674_STAMPING: HALES PT. GAGE REF 2001
 DE9674_MARK LOGO: USACE 
 DE9674_PROJECTION: RECESSED 20 CENTIMETERS
 DE9674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9674+STABILITY: SURFACE MOTION
 DE9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9674+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DE9674_ROD/PIPE-DEPTH:  2.1 meters
 DE9674
 DE9674  HISTORY     - Date     Condition        Report By
 DE9674  HISTORY     - 20010606 MONUMENTED       USACE
 DE9674  HISTORY     - 20011010 GOOD             3001
 DE9674
 DE9674                          STATION DESCRIPTION
 DE9674
 DE9674'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9674'THE STATION IS LOCATED IN HALES PT, TN, MILE 818.4, LEFT BANK
 DE9674'MISSISSIPPI RIVER.  17.3 MILES
 DE9674'SOUTHWEST OF DYERSBURG, TN.  15.8 MILES SOUTHEAST OF BLYTHEVILLE, AR.
 DE9674'20.9 MILES SOUTH OF
 DE9674'CARUTHERSVILLE, MO, AT THE GRAIN ELEVATION RUN BY CARGILL AG.
 DE9674'HORIZONS.
 DE9674' 
 DE9674'TO REACH THE STATION FROM THE INTERSECTION OF HWY 181 AND INTERSTATE
 DE9674'155.  11.9 MILES
 DE9674'NORTHWEST OF DYERSBURG, TN.  PROCEED SOUTH ON HWY 181 FOR 15.5 MILES
 DE9674'TO THE
 DE9674'INTERSECTION WITH HWY 88.  TURN LEFT (WEST) ON HWY 88.  PROCEED WEST
 DE9674'ON HWY 88 FOR 1.1
 DE9674'MILES UNTIL IT CHANGES TO HALES PT-BARK RD.  TURN LEFT AND PROCEED 1.6
 DE9674'MILES ON HALES
 DE9674'PT-BARK RD TO GRAINERY ROAD ON THE RIGHT.  FOLLOW GRAINERY ROAD WEST
 DE9674'THEN SOUTH TO
 DE9674'THE SOUTHWEST SIDE OF THE GRAIN SILOS AND THE MARK.
 DE9674' 
 DE9674'THE STATION IS AN ALUMINUM C.O.E. (MEMPHIS DISTRICT) CAP ON A 7 FOOT
 DE9674'ROD, 8 INCHES UNDER
 DE9674'THE GROUND.  MARK IS 30 FEET EAST OF TOP BANK OF MISSISSIPPI RIVER AND
 DE9674'CARSONITE WITNESS
 DE9674'POST.  153 FEET SOUTH OF CONVEYOR BELT LEADING FROM GRAIN SILOS TO THE
 DE9674'MISSISSIPPI RIVER.
 DE9674'144 FEET SOUTHWEST OF A 36 INCH MAPLE TREE.  CAP IS STAMPED HALES PT.
 DE9674'GAGE REF 2001.
 DE9674'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1450 ***********************************************************************
 GC1450  DESIGNATION -  HALEY
 GC1450  PID         -  GC1450
 GC1450  STATE/COUNTY-  TN/DICKSON
 GC1450  USGS QUAD   -  BURNS (1986)
 GC1450
 GC1450                         *CURRENT SURVEY CONTROL
 GC1450  ___________________________________________________________________
 GC1450* NAD 83(1995)-  36 01 10.83995(N)    087 19 52.01206(W)     ADJUSTED  
 GC1450* NAVD 88     -       269.739  (meters)     884.97   (feet)  ADJUSTED  
 GC1450  ___________________________________________________________________
 GC1450  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GC1450  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1450  DYNAMIC HT  -         269.502 (meters)     884.19  (feet)  COMP
 GC1450  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1450
 GC1450  HORZ ORDER  -  SECOND
 GC1450  VERT ORDER  -  SECOND    CLASS 0
 GC1450
 GC1450.The horizontal coordinates were established by classical geodetic methods
 GC1450.and adjusted by the National Geodetic Survey in April 1999..
 GC1450
 GC1450.The orthometric height was determined by differential leveling
 GC1450.and adjusted by the National Geodetic Survey in June 1991..
 GC1450
 GC1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1450
 GC1450.The geoid height was determined by GEOID03.
 GC1450
 GC1450.The dynamic height is computed by dividing the NAVD 88
 GC1450.geopotential number by the normal gravity value computed on the
 GC1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1450.degrees latitude (g = 980.6199 gals.).
 GC1450
 GC1450.The modeled gravity was interpolated from observed gravity values.
 GC1450
 GC1450;                    North         East     Units Scale Factor Converg.
 GC1450;SPC TN       -   187,914.708   480,020.898   MT  0.99995363   -0 46 45.4
 GC1450;SPC TN       -   616,516.84  1,574,868.56   sFT  0.99995363   -0 46 45.4
 GC1450;UTM  16      - 3,986,181.705   470,164.805   MT  0.99961097   -0 11 41.0
 GC1450
 GC1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1450!SPC TN       -   0.99996217  x   0.99995363  =   0.99991580
 GC1450!UTM  16      -   0.99996217  x   0.99961097  =   0.99957315
 GC1450
 GC1450|---------------------------------------------------------------------|
 GC1450| PID    Reference Object                     Distance      Geod. Az  |
 GC1450|                                                           dddmmss.s |
 GC1450| GC1451 HALEY RM 1                           20.315 METERS 03942     |
 GC1450| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX.13.8 KM 0462340.7 |
 GC1450| GC1449 HALEY RM 2                           34.592 METERS 27625     |
 GC1450| GC1448 HALEY AZ MK                         APPROX. 0.8 KM 2903332.7 |
 GC1450| GC2562 DICKSON MUNICIPAL TANK              APPROX. 8.2 KM 3174439.6 |
 GC1450|---------------------------------------------------------------------|
 GC1450
 GC1450                          SUPERSEDED SURVEY CONTROL
 GC1450
 GC1450  NAD 83(1995)-  36 01 10.84190(N)    087 19 52.01540(W) AD(       ) 2
 GC1450  NAD 83(1995)-  36 01 10.84233(N)    087 19 52.01562(W) AD(       ) 2
 GC1450  NAD 83(1986)-  36 01 10.85033(N)    087 19 52.01494(W) AD(       ) 2
 GC1450  NAD 27      -  36 01 10.62720(N)    087 19 51.97620(W) AD(       ) 2
 GC1450  NGVD 29 (??/??/92)  269.727  (m)          884.93   (f) ADJ UNCH    2 0
 GC1450
 GC1450.Superseded values are not recommended for survey control.
 GC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1450.See file dsdata.txt to determine how the superseded data were derived.
 GC1450
 GC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7016586182(NAD 83)
 GC1450_MARKER: DE = TRAVERSE STATION DISK
 GC1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1450_STAMPING: HALEY 1959
 GC1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1450+STABILITY: SURFACE MOTION
 GC1450
 GC1450  HISTORY     - Date     Condition        Report By
 GC1450  HISTORY     - 1959     MONUMENTED       CGS
 GC1450  HISTORY     - 1959     GOOD             CGS
 GC1450
 GC1450                          STATION DESCRIPTION
 GC1450
 GC1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1450'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF DICKSON, ABOUT
 GC1450'3.0 MILES SOUTH OF COLESBURG AND ON MR. W.C. DUDLEY PROPERTY.
 GC1450'
 GC1450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 47 AND
 GC1450'STATE HIGHWAY NO. 46 IN COLESBURG, GO SOUTH ON STATE HIGHWAY NO. 46
 GC1450'FOR 3.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 GC1450'SOUTH ON STATE HIGHWAY NO. 46 FOR 0.55 TO A NEW PAVED ROAD ON THE
 GC1450'LEFT, TURN LEFT AND GO NORTH FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT,
 GC1450'TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 GC1450'DESCRIBED.
 GC1450'
 GC1450'STATION MARK IS 106 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE
 GC1450'HOUSE, 77 FEET WEST-SOUTHWEST OF A TWIN-TRUNK TREE, 20 FEET NORTH OF
 GC1450'THE CENTER OF THE DRIVEWAY AND 3 FEET NORTH OF A WITNESS SIGN. THE
 GC1450'MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST,
 GC1450'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED HALEY 1959.
 GC1450'
 GC1450'UNDERGROUND STATION MARK IS SET ABOUT 36 INCHES BELOW THE SURFACE OF
 GC1450'THE GROUND AND IS STAMPED HALEY 1959.
 GC1450'
 GC1450'REFERENCE MARK NO. 1 IS 53 FEET NORTH-NORTHWEST OF THE TWIN-TRUNK
 GC1450'TREE AND 2 FEET EAST OF A POWERLINE POLE. THE MARK IS SET FLUSH WITH
 GC1450'THE SURFACE OF THE GROUND AND IS STAMPED HALEY NO 1 1959.
 GC1450'
 GC1450'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 GC1450'AND 1 FOOT NORTH OF WIRE FENCE. THE MARK IS SET FLUSH WITH THE
 GC1450'SURFACE OF THE GROUND AND IS STAMPED HALEY NO 2 1959.
 GC1450'
 GC1450'AZIMUTH MARK IS 35 FEET NORTHEAST OF THE CENTER OF THE RAILROAD
 GC1450'TRACKS, 26 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO. 46, 13
 GC1450'FEET WEST-NORTHWEST OF A TWIN-TRUNK TREE AND 2 FEET EAST-NORTHEAST OF
 GC1450'A WITNESS SIGN. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 GC1450'GROUND AND IS STAMPED HALEY 1959.
 GC1450'
 GC1450'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO THE AZIMUTH
 GC1450'MARK.
 GC1450'
 GC1450'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC1450
 GC1450                          STATION RECOVERY (1959)
 GC1450
 GC1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1450'0.6 MI N FROM TIDWELL.
 GC1450'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1450'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.3
 GC1450'MILES NORTH ON A PAVED ROAD TO A FARM DRIVEWAY, THENCE 0.1 MILE
 GC1450'EAST ON THE FARM ROAD TO THE STATION ON THE LEFT, 106 FT. WEST
 GC1450'OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 77 FT. WEST-SOUTHWEST
 GC1450'OF A TWIN TRUNK TREE, 20 FT. NORTH OF THE CENTER OF THE DRIVEWAY,
 GC1450'AND 3 FT. NORTH OF A WITNESS SIGN, A DISK SET IN THE TOP OF A
 GC1450'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1448 ***********************************************************************
 GC1448  DESIGNATION -  HALEY AZ MK
 GC1448  PID         -  GC1448
 GC1448  STATE/COUNTY-  TN/DICKSON
 GC1448  USGS QUAD   -  BURNS (1986)
 GC1448
 GC1448                         *CURRENT SURVEY CONTROL
 GC1448  ___________________________________________________________________
 GC1448* NAD 83(1995)-  36 01 19.92158(N)    087 20 21.82234(W)     ADJUSTED  
 GC1448* NAVD 88     -       269.733  (meters)     884.95   (feet)  ADJUSTED  
 GC1448  ___________________________________________________________________
 GC1448  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GC1448  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1448  DYNAMIC HT  -         269.496 (meters)     884.17  (feet)  COMP
 GC1448  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GC1448
 GC1448  HORZ ORDER  -  SECOND
 GC1448  VERT ORDER  -  SECOND    CLASS 0
 GC1448
 GC1448.The horizontal coordinates were established by classical geodetic methods
 GC1448.and adjusted by the National Geodetic Survey in April 1999..
 GC1448
 GC1448.The orthometric height was determined by differential leveling
 GC1448.and adjusted by the National Geodetic Survey in June 1991..
 GC1448
 GC1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1448
 GC1448.The geoid height was determined by GEOID03.
 GC1448
 GC1448.The dynamic height is computed by dividing the NAVD 88
 GC1448.geopotential number by the normal gravity value computed on the
 GC1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1448.degrees latitude (g = 980.6199 gals.).
 GC1448
 GC1448.The modeled gravity was interpolated from observed gravity values.
 GC1448
 GC1448;                    North         East     Units Scale Factor Converg.
 GC1448;SPC TN       -   188,204.766   479,278.405   MT  0.99995377   -0 47 02.9
 GC1448;SPC TN       -   617,468.47  1,572,432.57   sFT  0.99995377   -0 47 02.9
 GC1448;UTM  16      - 3,986,464.077   469,419.647   MT  0.99961152   -0 11 58.6
 GC1448
 GC1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1448!SPC TN       -   0.99996217  x   0.99995377  =   0.99991594
 GC1448!UTM  16      -   0.99996217  x   0.99961152  =   0.99957370
 GC1448
 GC1448                          SUPERSEDED SURVEY CONTROL
 GC1448
 GC1448  NAD 83(1995)-  36 01 19.92356(N)    087 20 21.82567(W) AD(       ) 2
 GC1448  NAD 83(1995)-  36 01 19.92399(N)    087 20 21.82599(W) AD(       ) 2
 GC1448  NAD 83(1986)-  36 01 19.93199(N)    087 20 21.82530(W) AD(       ) 2
 GC1448  NAD 27      -  36 01 19.70910(N)    087 20 21.78540(W) AD(       ) 2
 GC1448  NGVD 29 (??/??/92)  269.721  (m)          884.91   (f) ADJ UNCH    2 0
 GC1448
 GC1448.Superseded values are not recommended for survey control.
 GC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1448.See file dsdata.txt to determine how the superseded data were derived.
 GC1448
 GC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6942086464(NAD 83)
 GC1448_MARKER: DZ = AZIMUTH MARK DISK
 GC1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1448_STAMPING: HALEY 1959
 GC1448_MARK LOGO: CGS   
 GC1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1448+STABILITY: SURFACE MOTION
 GC1448
 GC1448  HISTORY     - Date     Condition        Report By
 GC1448  HISTORY     - 1959     MONUMENTED       CGS
 GC1448
 GC1448                          STATION DESCRIPTION
 GC1448
 GC1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1448'0.7 MI NW FROM TIDWELL.
 GC1448'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1448'TIDWELL, GO NORTHWEST ON THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 GC1448'RAILROAD FOR 0.7 MILE, 32 FT. NORTHEAST OF THE NORTHEAST RAIL,
 GC1448'44 FT. SOUTHEAST OF MILE POST 5.20, 26 FT. SOUTHWEST OF STATE
 GC1448'HIGHWAY 46, AND 2 FT. NORTHEAST OF A WITNESS SIGN, A DISK SET
 GC1448'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 8 FT.
 GC1448'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1451 ***********************************************************************
 GC1451  DESIGNATION -  HALEY RM 1
 GC1451  PID         -  GC1451
 GC1451  STATE/COUNTY-  TN/DICKSON
 GC1451  USGS QUAD   -  BURNS (1986)
 GC1451
 GC1451                         *CURRENT SURVEY CONTROL
 GC1451  ___________________________________________________________________
 GC1451* NAD 83(1986)-  36 01 10.     (N)    087 19 51.     (W)     SCALED    
 GC1451* NAVD 88     -       270.158  (meters)     886.34   (feet)  ADJUSTED  
 GC1451  ___________________________________________________________________
 GC1451  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1451  DYNAMIC HT  -         269.921 (meters)     885.57  (feet)  COMP
 GC1451  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1451
 GC1451  VERT ORDER  -  SECOND    CLASS 0
 GC1451
 GC1451.The horizontal coordinates were scaled from a topographic map and have
 GC1451.an estimated accuracy of +/- 6 seconds.
 GC1451
 GC1451.The orthometric height was determined by differential leveling
 GC1451.and adjusted by the National Geodetic Survey in June 1991..
 GC1451
 GC1451.The geoid height was determined by GEOID03.
 GC1451
 GC1451.The dynamic height is computed by dividing the NAVD 88
 GC1451.geopotential number by the normal gravity value computed on the
 GC1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1451.degrees latitude (g = 980.6199 gals.).
 GC1451
 GC1451.The modeled gravity was interpolated from observed gravity values.
 GC1451
 GC1451;                    North         East    Units  Estimated Accuracy
 GC1451;SPC TN       -   187,890.      480,050.      MT  (+/- 180 meters Scaled)
 GC1451
 GC1451                          SUPERSEDED SURVEY CONTROL
 GC1451
 GC1451  NGVD 29 (??/??/92)  270.147  (m)          886.31   (f) ADJ UNCH    2 0
 GC1451
 GC1451.Superseded values are not recommended for survey control.
 GC1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1451.See file dsdata.txt to determine how the superseded data were derived.
 GC1451
 GC1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701861(NAD 83)
 GC1451_MARKER: DR = REFERENCE MARK DISK
 GC1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1451_STAMPING: HALEY NO 1 1959
 GC1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1451+STABILITY: SURFACE MOTION
 GC1451
 GC1451  HISTORY     - Date     Condition        Report By
 GC1451  HISTORY     - 1959     MONUMENTED       CGS
 GC1451
 GC1451                          STATION DESCRIPTION
 GC1451
 GC1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1451'0.6 MI N FROM TIDWELL.
 GC1451'THIS MARK IS LOCATED AT THE HALEY 1959 STATION SITE, 66.6 FT.
 GC1451'NORTHEAST OF THE STATION MARK, 53 FT. NORTH-NORTHWEST OF THE TWIN
 GC1451'TRUNK TREE, AND 2 FT. EAST OF A POWER LINE POLE, A DISK SET IN
 GC1451'TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE
 GC1451'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1449 ***********************************************************************
 GC1449  DESIGNATION -  HALEY RM 2
 GC1449  PID         -  GC1449
 GC1449  STATE/COUNTY-  TN/DICKSON
 GC1449  USGS QUAD   -  BURNS (1986)
 GC1449
 GC1449                         *CURRENT SURVEY CONTROL
 GC1449  ___________________________________________________________________
 GC1449* NAD 83(1986)-  36 01 10.     (N)    087 19 51.     (W)     SCALED    
 GC1449* NAVD 88     -       270.025  (meters)     885.91   (feet)  ADJUSTED  
 GC1449  ___________________________________________________________________
 GC1449  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1449  DYNAMIC HT  -         269.788 (meters)     885.13  (feet)  COMP
 GC1449  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1449
 GC1449  VERT ORDER  -  SECOND    CLASS 0
 GC1449
 GC1449.The horizontal coordinates were scaled from a topographic map and have
 GC1449.an estimated accuracy of +/- 6 seconds.
 GC1449
 GC1449.The orthometric height was determined by differential leveling
 GC1449.and adjusted by the National Geodetic Survey in June 1991..
 GC1449
 GC1449.The geoid height was determined by GEOID03.
 GC1449
 GC1449.The dynamic height is computed by dividing the NAVD 88
 GC1449.geopotential number by the normal gravity value computed on the
 GC1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1449.degrees latitude (g = 980.6199 gals.).
 GC1449
 GC1449.The modeled gravity was interpolated from observed gravity values.
 GC1449
 GC1449;                    North         East    Units  Estimated Accuracy
 GC1449;SPC TN       -   187,890.      480,050.      MT  (+/- 180 meters Scaled)
 GC1449
 GC1449                          SUPERSEDED SURVEY CONTROL
 GC1449
 GC1449  NGVD 29 (??/??/92)  270.014  (m)          885.87   (f) ADJ UNCH    2 0
 GC1449
 GC1449.Superseded values are not recommended for survey control.
 GC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1449.See file dsdata.txt to determine how the superseded data were derived.
 GC1449
 GC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701861(NAD 83)
 GC1449_MARKER: DR = REFERENCE MARK DISK
 GC1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1449_STAMPING: HALEY NO 2 1959
 GC1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1449+STABILITY: SURFACE MOTION
 GC1449
 GC1449  HISTORY     - Date     Condition        Report By
 GC1449  HISTORY     - 1959     MONUMENTED       CGS
 GC1449
 GC1449                          STATION DESCRIPTION
 GC1449
 GC1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1449'0.6 MI N FROM TIDWELL.
 GC1449'THIS MARK IS LOCATED AT THE HALEY 1959 STATION SITE, 113.5 FT.
 GC1449'WEST-SOUTHWEST OF THE STATION MARK, 8 FT. SOUTH OF THE DRIVEWAY,
 GC1449'AND 1 FT. NORTH OF A WIRE FENCE, A DISK SET IN TOP OF A
 GC1449'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1616 ***********************************************************************
 GD1616  DESIGNATION -  HALF MOON
 GD1616  PID         -  GD1616
 GD1616  STATE/COUNTY-  TN/OBION
 GD1616  USGS QUAD   -  RIVES (1980)
 GD1616
 GD1616                         *CURRENT SURVEY CONTROL
 GD1616  ___________________________________________________________________
 GD1616* NAD 83(1995)-  36 15 21.13436(N)    089 02 44.92157(W)     ADJUSTED  
 GD1616* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1616  ___________________________________________________________________
 GD1616  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GD1616  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1616
 GD1616  HORZ ORDER  -  THIRD
 GD1616
 GD1616.The horizontal coordinates were established by classical geodetic methods
 GD1616.and adjusted by the National Geodetic Survey in April 1999..
 GD1616
 GD1616.The orthometric height was scaled from a topographic map.
 GD1616
 GD1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1616
 GD1616.The geoid height was determined by GEOID03.
 GD1616
 GD1616;                    North         East     Units Scale Factor Converg.
 GD1616;SPC TN       -   217,565.177   326,319.170   MT  0.99997543   -1 46 59.3
 GD1616;SPC TN       -   713,795.08  1,070,598.81   sFT  0.99997543   -1 46 59.3
 GD1616;UTM  16      - 4,014,269.911   316,201.491   MT  1.00001625   -1 12 36.8
 GD1616
 GD1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1616!SPC TN       -   0.99998654  x   0.99997543  =   0.99996197
 GD1616!UTM  16      -   0.99998654  x   1.00001625  =   1.00000279
 GD1616
 GD1616:                Primary Azimuth Mark                     Grid Az
 GD1616:SPC TN       -  KENTON RADIO STA KIS 94 MAST             152 46 30.5
 GD1616:UTM  16      -  KENTON RADIO STA KIS 94 MAST             152 12 08.0
 GD1616
 GD1616|---------------------------------------------------------------------|
 GD1616| PID    Reference Object                     Distance      Geod. Az  |
 GD1616|                                                           dddmmss.s |
 GD1616| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX. 2.3 KM 1505931.2 |
 GD1616| CG3416 HALF MOON RM 1                       44.188 METERS 30959     |
 GD1616| CG3415 HALF MOON AZ MK                                    3154644.9 |
 GD1616| CG3417 HALF MOON RM 2                       45.660 METERS 35446     |
 GD1616|---------------------------------------------------------------------|
 GD1616
 GD1616                          SUPERSEDED SURVEY CONTROL
 GD1616
 GD1616  NAD 83(1995)-  36 15 21.13709(N)    089 02 44.92228(W) AD(       ) 3
 GD1616  NAD 83(1995)-  36 15 21.13862(N)    089 02 44.92314(W) AD(       ) 3
 GD1616  NAD 83(1986)-  36 15 21.14684(N)    089 02 44.92056(W) AD(       ) 3
 GD1616  NAD 27      -  36 15 20.90340(N)    089 02 44.67690(W) AD(       ) 3
 GD1616
 GD1616.Superseded values are not recommended for survey control.
 GD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1616.See file dsdata.txt to determine how the superseded data were derived.
 GD1616
 GD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1620114270(NAD 83)
 GD1616_MARKER: DS = TRIANGULATION STATION DISK
 GD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1616
 GD1616  HISTORY     - Date     Condition        Report By
 GD1616  HISTORY     - 1959     MONUMENTED       CGS
 GD1616  HISTORY     - 1967     GOOD             CGS
 GD1616
 GD1616                          STATION DESCRIPTION
 GD1616
 GD1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1616'THE STATION IS ABOUT 4 MILES NORTH OF KENTON, ABOUT 11 MILES SOUTH OF
 GD1616'UNION CITY AND IN A CULTIVATED FIELD ON PROPERTY OWNED BY MR. J. L.
 GD1616'BINGHAM.  IT IS 193 FEET EAST OF A 36 INCH COTTONWOOD TREE, 133
 GD1616'FEET SOUTH OF A FENCE AND 93 FEET SOUTH OF A FIELD ROAD.  THE
 GD1616'MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED HALF MOON
 GD1616'1959.
 GD1616'
 GD1616'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45W AND
 GD1616'MAIN STREET IN KENTON, GO NORTH ON HIGHWAY 45W FOR 4.0 MILES TO A
 GD1616'GATE ON THE RIGHT.* TURN RIGHT PASSING THROUGH GATE AND GO EAST ON
 GD1616'FIELD ROAD ALONG THE SOUTH SIDE OF A FENCE FOR 0.1 MILE TO THE
 GD1616'STATION ON THE RIGHT IN A CULTIVATED FIELD AS DESCRIBED.
 GD1616'
 GD1616'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON THE
 GD1616'HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1616'
 GD1616'REFERENCE MARK 1 IS 31 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD
 GD1616'AND 1 FOOT SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GD1616'IS STAMPED HALF MOON NO 1 1959.
 GD1616'
 GD1616'REFERENCE MARK 2 IS 147 FEET NORTHEAST OF A 36 INCH COTTONWOOD TREE,
 GD1616'41 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD AND 1 FOOT SOUTH
 GD1616'OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HALF
 GD1616'MOON NO 2 1959.
 GD1616'
 GD1616'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 GD1616'FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 GD1616'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED HALF MOON 1959.
 GD1616'
 GD1616'NO MEASUREMENT BETWEEN R.M. AND R.M. 2 DUE TO POST ON LINE.
 GD1616'
 GD1616'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1616
 GD1616                          STATION RECOVERY (1967)
 GD1616
 GD1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1616'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 GD1616'
 GD1616'CONDITION OF ALL MARKS GOOD.
 GD1616'
 GD1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 GD1616'OF KENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1277 ***********************************************************************
 FE1277  DESIGNATION -  HALL
 FE1277  PID         -  FE1277
 FE1277  STATE/COUNTY-  TN/SHELBY
 FE1277  USGS QUAD   -  ARLINGTON (1973)
 FE1277
 FE1277                         *CURRENT SURVEY CONTROL
 FE1277  ___________________________________________________________________
 FE1277* NAD 83(1995)-  35 16 04.74476(N)    089 39 06.36452(W)     ADJUSTED  
 FE1277* NAVD 88     -       101.434  (meters)     332.79   (feet)  ADJUSTED  
 FE1277  ___________________________________________________________________
 FE1277  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE1277  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1277  DYNAMIC HT  -         101.343 (meters)     332.49  (feet)  COMP
 FE1277  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FE1277
 FE1277  HORZ ORDER  -  THIRD
 FE1277  VERT ORDER  -  SECOND    CLASS 0
 FE1277
 FE1277.The horizontal coordinates were established by classical geodetic methods
 FE1277.and adjusted by the National Geodetic Survey in April 1999..
 FE1277
 FE1277.The orthometric height was determined by differential leveling
 FE1277.and adjusted by the National Geodetic Survey in June 1991..
 FE1277
 FE1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1277
 FE1277.The geoid height was determined by GEOID03.
 FE1277
 FE1277.The dynamic height is computed by dividing the NAVD 88
 FE1277.geopotential number by the normal gravity value computed on the
 FE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1277.degrees latitude (g = 980.6199 gals.).
 FE1277
 FE1277.The modeled gravity was interpolated from observed gravity values.
 FE1277
 FE1277;                    North         East     Units Scale Factor Converg.
 FE1277;SPC TN       -   109,898.198   267,805.432   MT  0.99999687   -2 08 16.4
 FE1277;SPC TN       -   360,557.67    878,624.99   sFT  0.99999687   -2 08 16.4
 FE1277;UTM  16      - 3,905,986.600   258,784.422   MT  1.00031712   -1 31 54.7
 FE1277
 FE1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1277!SPC TN       -   0.99998838  x   0.99999687  =   0.99998525
 FE1277!UTM  16      -   0.99998838  x   1.00031712  =   1.00030550
 FE1277
 FE1277:                Primary Azimuth Mark                     Grid Az
 FE1277:SPC TN       -  HALL AZ MK                               062 12 41.8
 FE1277:UTM  16      -  HALL AZ MK                               061 36 20.1
 FE1277
 FE1277|---------------------------------------------------------------------|
 FE1277| PID    Reference Object                     Distance      Geod. Az  |
 FE1277|                                                           dddmmss.s |
 FE1277| FE1278 HALL AZ MK                                         0600425.4 |
 FE1277| FE1279 HALL AZ MK RESET                    215.891 METERS 06004     |
 FE1277| FE1276 HALL RM 1                            17.155 METERS 12130     |
 FE1277| FE1275 HALL RM 2                            22.566 METERS 23350     |
 FE1277| FE1268 LOG                                 APPROX. 5.9 KM 2381644.7 |
 FE1277|---------------------------------------------------------------------|
 FE1277
 FE1277                          SUPERSEDED SURVEY CONTROL
 FE1277
 FE1277  NAD 83(1995)-  35 16 04.75004(N)    089 39 06.36524(W) AD(       ) 3
 FE1277  NAD 83(1995)-  35 16 04.75034(N)    089 39 06.36542(W) AD(       ) 3
 FE1277  NAD 83(1986)-  35 16 04.75637(N)    089 39 06.36509(W) AD(       ) 3
 FE1277  NAD 27      -  35 16 04.44460(N)    089 39 06.07540(W) AD(       ) 3
 FE1277  NGVD 29 (??/??/??)  101.422  (m)          332.75   (f) ADJUSTED    2 0
 FE1277
 FE1277.Superseded values are not recommended for survey control.
 FE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1277.See file dsdata.txt to determine how the superseded data were derived.
 FE1277
 FE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5878405987(NAD 83)
 FE1277_MARKER: DS = TRIANGULATION STATION DISK
 FE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1277_STAMPING: HALL 1958
 FE1277_MARK LOGO: CGS   
 FE1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1277+STABILITY: SURFACE MOTION
 FE1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1277+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1277
 FE1277  HISTORY     - Date     Condition        Report By
 FE1277  HISTORY     - 1958     MONUMENTED       CGS
 FE1277  HISTORY     - 1958     GOOD             CGS
 FE1277  HISTORY     - 1963     GOOD             TNHD
 FE1277  HISTORY     - 20021002 GOOD             USACE
 FE1277
 FE1277                          STATION DESCRIPTION
 FE1277
 FE1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1277'THE STATION IS LOCATED IN THE YARD OF A FARM HOUSE ABOUT 2 MILES
 FE1277'SOUTH OF ARLINGTON. IT IS 88 FEET SOUTH OF THE SOUTHWEST
 FE1277'CORNER OF THE FARM HOUSE, 70 FEET SOUTHEAST OF A TILE WELL AND 10
 FE1277'FEET NORTH OF THE NORTH SIDE OF A GARAGE.  THE MARK IS SET FLUSH
 FE1277'AND IS STAMPED HALL 1958.
 FE1277'
 FE1277'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTER OF A BOARD GATE
 FE1277'AND 1 FOOT NORTH OF A THREE-WAY FENCE CORNER. THE MARK PROJECTS 5
 FE1277'INCHES AND IS STAMPED HALL NO 1 1958.
 FE1277'
 FE1277'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE SOUTHWEST CORNER OF A
 FE1277'GARAGE, 12 FEET NORTHEAST OF A THREE-WAY FENCE CORNER AND 6 FEET
 FE1277'NORTH OF A FENCE. THE MARK PROJECTS 5 INCHES AND IS STAMPED HALL NO 2
 FE1277'1958.
 FE1277'
 FE1277'THE AZIMUTH MARK IS 106 FEET NORTH OF A FENCE CORNER, 33 FEET EAST OF
 FE1277'THE CENTER OF AN OILED ROAD AND 1 FOOT WEST OF A FENCE. THE MARK IS
 FE1277'SET FLUSH AND IS STAMPED HALL 1958.
 FE1277'
 FE1277'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON, GO SOUTH ON
 FE1277'CHESTER STREET (WHICH LATER BECOMES THE
 FE1277'COLLIERVILLE-ARLINGTON ROAD) FOR 1.75 MILES TO A SIDE ROAD LEFT,
 FE1277'CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR 0.6 MILE TO THE AZIMUTH
 FE1277'MARK ON LEFT AS DESCRIBED. CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR
 FE1277'0.05 MILE TO A BOARD GATE AND DRIVEWAY ON RIGHT, TURN RIGHT AND GO
 FE1277'WEST FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 FE1277'
 FE1277'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1277
 FE1277                          STATION RECOVERY (1958)
 FE1277
 FE1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1277'6.1 MI SSW FROM GALLAWAY.
 FE1277'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1277'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1277'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST
 FE1277'ALONG GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG COLLIERVILLE-ARLINGTON
 FE1277'ROAD, THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, 88 FEET SOUTH
 FE1277'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 70 FEET SOUTHEAST OF A
 FE1277'TILE WELL, 10 FEET NORTH OF THE NORTH SIDE OF A GARAGE, A C AND
 FE1277'GS TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 FE1277'FLUSH WITH THE GROUND.
 FE1277
 FE1277                          STATION RECOVERY (1963)
 FE1277
 FE1277'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FE1277'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 FE1277'AS DESCRIBED IN THE 1958 DESCRIPTION. DUE TO ROAD CONSTRUCTION THE
 FE1277'AZIMUTH MARK WAS MOVED ON AN EXTENDED LINE FROM THE STATION THROUGH
 FE1277'THE OLD AZIMUTH 15.168 METERS AWAY FROM ORIGINAL AZIMUTH MARK.
 FE1277'
 FE1277'THE AZIMUTH MARK IS 40 FEET EAST OF THE EAST RIGHT-OF-WAY OF
 FE1277'COLLIERVILLE-ARLINGTON ROAD, 35 FEET NORTHWEST OF A 3 INCH CEDAR
 FE1277'TREE, 11 FEET SOUTHWEST OF A 10 INCH ELM TREE AND 5 FEET WEST OF A
 FE1277'WITNESS POST. IT IS A STANDARD U.S.C. AND G.S.  DISK SET IN A 10-INCH
 FE1277'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HALL 1958
 FE1277'RESET 1963.
 FE1277'
 FE1277'DISTANCE FROM HALL TO HALL AZIMUTH MARK RESET 1963 IS 215.890 METERS.
 FE1277
 FE1277                          STATION RECOVERY (2002)
 FE1277
 FE1277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1277'HOUSE GONE, GARAGE STILL STANDING.
 FE1277'FOUND RM 1 OK. SUSPECT RM 2 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2442 ***********************************************************************
 FB2442  DESIGNATION -  HALL
 FB2442  PID         -  FB2442
 FB2442  STATE/COUNTY-  TN/COCKE
 FB2442  USGS QUAD   -  HARTFORD (1968)
 FB2442
 FB2442                         *CURRENT SURVEY CONTROL
 FB2442  ___________________________________________________________________
 FB2442* NAD 83(1995)-  35 51 54.01563(N)    083 08 37.59328(W)     ADJUSTED  
 FB2442* NAVD 88     -      1098.5    (meters)    3604.     (feet)  VERTCON   
 FB2442  ___________________________________________________________________
 FB2442  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FB2442  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB2442
 FB2442  HORZ ORDER  -  SECOND
 FB2442
 FB2442.The horizontal coordinates were established by classical geodetic methods
 FB2442.and adjusted by the National Geodetic Survey in April 1999..
 FB2442
 FB2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2442
 FB2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2442
 FB2442.The geoid height was determined by GEOID03.
 FB2442
 FB2442;                    North         East     Units Scale Factor Converg.
 FB2442;SPC TN       -   173,701.215   857,915.996   MT  0.99994855   +1 40 19.7
 FB2442;SPC TN       -   569,884.74  2,814,679.40   sFT  0.99994855   +1 40 19.7
 FB2442;UTM  17      - 3,971,097.699   306,443.536   MT  1.00006166   -1 15 23.0
 FB2442
 FB2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2442!SPC TN       -   0.99983238  x   0.99994855  =   0.99978094
 FB2442!UTM  17      -   0.99983238  x   1.00006166  =   0.99989403
 FB2442
 FB2442|---------------------------------------------------------------------|
 FB2442| PID    Reference Object                     Distance      Geod. Az  |
 FB2442|                                                           dddmmss.s |
 FB2442| FB2443 HALL RM 2                            11.855 METERS 07545     |
 FB2442| FB3319 MAX PATCH                           APPROX.18.5 KM 1135554.5 |
 FB2442| CZ4836 HALL RM 1                            16.147 METERS 35600     |
 FB2442|---------------------------------------------------------------------|
 FB2442
 FB2442                          SUPERSEDED SURVEY CONTROL
 FB2442
 FB2442  NAD 83(1995)-  35 51 54.02054(N)    083 08 37.59731(W) AD(       ) 2
 FB2442  NAD 83(1986)-  35 51 54.02579(N)    083 08 37.59416(W) AD(       ) 2
 FB2442  NAD 27      -  35 51 53.68020(N)    083 08 38.04390(W) AD(       ) 2
 FB2442  NGVD 29 (07/19/86) 1098.6    (m)         3604.     (f) VERT ANG       
 FB2442
 FB2442.Superseded values are not recommended for survey control.
 FB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2442.See file dsdata.txt to determine how the superseded data were derived.
 FB2442
 FB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0644471098(NAD 83)
 FB2442_MARKER: DS = TRIANGULATION STATION DISK
 FB2442_SETTING: 66 = SET IN ROCK OUTCROP
 FB2442
 FB2442  HISTORY     - Date     Condition        Report By
 FB2442  HISTORY     - 1961     MONUMENTED       CGS
 FB2442
 FB2442                          STATION DESCRIPTION
 FB2442
 FB2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2442'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF NEWPORT AND ABOUT 3
 FB2442'MILES NORTH OF HARTFORD AT THE HALL TOP STATE FOREST SERVICE
 FB2442'LOOKOUT TOWER.
 FB2442'
 FB2442'TO REACH THE STATION FROM THE JOHN W. FISHER BRIDGE OVER PIGEON RIVER
 FB2442'IN THE EAST SECTION OF NEWPORT, GO EAST ON U.S.  HIGHWAY 70 FOR
 FB2442'0.05 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 4.75 MILES
 FB2442'TO A FORK, LOW GAP GROCERY STORE, KEEP LEFT ON A GRAVELED ROAD
 FB2442'AND GO 0.2 MILE TO A FORK, KEEP LEFT FORK AND GO 0.7 MILE TO A FORK,
 FB2442'KEEP RIGHT, CROSSING A BRIDGE, AND GO 0.2 MILE TO A FORK, KEEP
 FB2442'RIGHT AND GO 0.4 MILE TO A T ROAD ON THE RIGHT, CONTINUE STRAIGHT
 FB2442'AHEAD FOR 0.4 MILE TO A FORK, KEEP LEFT AND GO 1.2 MILE TO A
 FB2442'FORK, KEEP RIGHT AND GO 0.9 MILE TO A FORK AT A PASS, KEEP
 FB2442'RIGHT AND GO 3.2 MILES TO THE LOOKOUT TOWER AND THE STATION.
 FB2442'
 FB2442'THE STATION IS 42.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 FB2442'HOUSE AND 30 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 FB2442'TOWER. IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FB2442'OUTCROPPING BEDROCK, PROJECTS 6-INCHES, AND IS STAMPED HALL
 FB2442'1961.
 FB2442'
 FB2442'REFERENCE MARK NO. 1 IS 49 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 FB2442'LOOKOUT TOWER. IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FB2442'OUTCROPPING BEDROCK, PROJECTS 12-INCHES, AND IS STAMPED HALL NO 1
 FB2442'1961.
 FB2442'
 FB2442'REFERENCE MARK NO. 2 IS A U. S. DEPARTMENT OF AGRICULTURE FOREST
 FB2442'SERVICE MARK ATTACHED TO THE TOP OF A 2-INCH PIPE AND CEMENTED IN
 FB2442'THE GROUND, PROJECTS 2-INCHES, AND IS SET DIRECTLY UNDER THE CENTER
 FB2442'OF THE LOOKOUT TOWER.
 FB2442'
 FB2442'A. C. LAWRENCE LEATHER CO. STACK (YELLOW BRICK) WILL SERVE AS AN
 FB2442'AZIMUTH.
 FB2442'
 FB2442'HEIGHT OF LIGHT ABOVE STATION MARK 22.11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2440 ***********************************************************************
 GB2440  DESIGNATION -  HALL
 GB2440  PID         -  GB2440
 GB2440  STATE/COUNTY-  TN/SMITH
 GB2440  USGS QUAD   -  CARTHAGE (1979)
 GB2440
 GB2440                         *CURRENT SURVEY CONTROL
 GB2440  ___________________________________________________________________
 GB2440* NAD 83(1995)-  36 16 40.83061(N)    085 58 06.83629(W)     ADJUSTED  
 GB2440* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 GB2440  ___________________________________________________________________
 GB2440  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 GB2440  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB2440
 GB2440  HORZ ORDER  -  FIRST
 GB2440
 GB2440.The horizontal coordinates were established by classical geodetic methods
 GB2440.and adjusted by the National Geodetic Survey in April 1999..
 GB2440
 GB2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2440
 GB2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2440
 GB2440.The geoid height was determined by GEOID03.
 GB2440
 GB2440;                    North         East     Units Scale Factor Converg.
 GB2440;SPC TN       -   215,763.034   602,824.196   MT  0.99997834   +0 01 06.3
 GB2440;SPC TN       -   707,882.55  1,977,765.72   sFT  0.99997834   +0 01 06.3
 GB2440;UTM  16      - 4,015,277.772   592,634.869   MT  0.99970573   +0 36 37.2
 GB2440
 GB2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2440!SPC TN       -   0.99995271  x   0.99997834  =   0.99993105
 GB2440!UTM  16      -   0.99995271  x   0.99970573  =   0.99965846
 GB2440
 GB2440                          SUPERSEDED SURVEY CONTROL
 GB2440
 GB2440  NAD 83(1995)-  36 16 40.83274(N)    085 58 06.84074(W) AD(       ) 1
 GB2440  NAD 83(1995)-  36 16 40.83443(N)    085 58 06.83967(W) AD(       ) 1
 GB2440  NAD 83(1986)-  36 16 40.84298(N)    085 58 06.83828(W) AD(       ) 1
 GB2440  NAD 27      -  36 16 40.65400(N)    085 58 06.88100(W) AD(       ) 1
 GB2440  NGVD 29 (07/19/86)  331.0    (m)         1086.     (f) VERT ANG       
 GB2440
 GB2440.Superseded values are not recommended for survey control.
 GB2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2440.See file dsdata.txt to determine how the superseded data were derived.
 GB2440
 GB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9263515278(NAD 83)
 GB2440_MARKER: X = CHISELED CROSS
 GB2440_SETTING: 0 = UNSPECIFIED SETTING
 GB2440_MARK LOGO: USGS  
 GB2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2440
 GB2440  HISTORY     - Date     Condition        Report By
 GB2440  HISTORY     - 1880     MONUMENTED       USGS
 GB2440  HISTORY     - 1950     MARK NOT FOUND   CGS
 GB2440
 GB2440                          STATION DESCRIPTION
 GB2440
 GB2440'DESCRIBED BY US GEOLOGICAL SURVEY 1880 (AHB)
 GB2440'ABOUT 2-1/2 OR 3 MILES NORTHWEST OF CARTHAGE, NEAR AND EASILY SEEN
 GB2440'FROM CARTHAGE-GALLATIN ROAD, AND ON HILL OF LAND OWNED (IN 1934)
 GB2440'BY D. M. MOORE. TO REACH FROM COURTHOUSE AT CARTHAGE, GO NORTHWEST
 GB2440'2.8 MILES ON CARTHAGE/GALLATION ROAD TO TOP OF RIDGE.
 GB2440'FROM HERE STATION SITE MAY BE SEEN ON TOP OF HILL BEARING N. 70 DEG.
 GB2440'E. (MAGNETIC).
 GB2440'
 GB2440'SURFACE MARK IS INTERSECTION OF NORTH-SOUTH AND EAST-WEST GROOVES
 GB2440'SURROUNDED BY LETTERS U.S.G.S. CUT IN TOP OF STONE POST, 8 INCHES
 GB2440'SQUARE AND 2-1/2 FEET LONG, WITH TOP PROJECTING ABOUT 15 INCHES ABOVE
 GB2440'GROUND. UNDERGROUND MARK IS CENTER OF MOUTH OF BOTTLE ABOUT 2 FEET
 GB2440'BELOW SURFACE OF GROUND.
 GB2440
 GB2440                          STATION RECOVERY (1950)
 GB2440
 GB2440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2440'STATION WAS SEARCHED FOR AS DESCRIBED. NO MARKS WERE FOUND AND
 GB2440'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2441 ***********************************************************************
 GB2441  DESIGNATION -  HALL 2
 GB2441  PID         -  GB2441
 GB2441  STATE/COUNTY-  TN/SMITH
 GB2441  USGS QUAD   -  CARTHAGE (1979)
 GB2441
 GB2441                         *CURRENT SURVEY CONTROL
 GB2441  ___________________________________________________________________
 GB2441* NAD 83(1995)-  36 16 40.97953(N)    085 58 06.80861(W)     ADJUSTED  
 GB2441* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 GB2441  ___________________________________________________________________
 GB2441  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 GB2441  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB2441
 GB2441  HORZ ORDER  -  SECOND
 GB2441
 GB2441.The horizontal coordinates were established by classical geodetic methods
 GB2441.and adjusted by the National Geodetic Survey in April 1999..
 GB2441
 GB2441.The orthometric height was scaled from a topographic map.
 GB2441
 GB2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2441
 GB2441.The geoid height was determined by GEOID03.
 GB2441
 GB2441;                    North         East     Units Scale Factor Converg.
 GB2441;SPC TN       -   215,767.624   602,824.885   MT  0.99997835   +0 01 06.3
 GB2441;SPC TN       -   707,897.61  1,977,767.98   sFT  0.99997835   +0 01 06.3
 GB2441;UTM  16      - 4,015,282.368   592,635.511   MT  0.99970573   +0 36 37.3
 GB2441
 GB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2441!SPC TN       -   0.99995318  x   0.99997835  =   0.99993153
 GB2441!UTM  16      -   0.99995318  x   0.99970573  =   0.99965893
 GB2441
 GB2441|---------------------------------------------------------------------|
 GB2441| PID    Reference Object                     Distance      Geod. Az  |
 GB2441|                                                           dddmmss.s |
 GB2441| CG5963 HALL 2 RM 1                          23.628 METERS 01440     |
 GB2441| CG5964 HALL 2 RM 2                          20.181 METERS 26254     |
 GB2441| CG5962 HALL 2 AZ MK                                       3201332.8 |
 GB2441|---------------------------------------------------------------------|
 GB2441
 GB2441                          SUPERSEDED SURVEY CONTROL
 GB2441
 GB2441  NAD 83(1995)-  36 16 40.98150(N)    085 58 06.81124(W) AD(       ) 2
 GB2441  NAD 83(1995)-  36 16 40.98543(N)    085 58 06.81421(W) AD(       ) 2
 GB2441  NAD 83(1986)-  36 16 40.99016(N)    085 58 06.80977(W) AD(       ) 2
 GB2441  NAD 27      -  36 16 40.78700(N)    085 58 06.85900(W) AD(       ) 2
 GB2441
 GB2441.Superseded values are not recommended for survey control.
 GB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2441.See file dsdata.txt to determine how the superseded data were derived.
 GB2441
 GB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9263615282(NAD 83)
 GB2441_MARKER: DS = TRIANGULATION STATION DISK
 GB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2441
 GB2441  HISTORY     - Date     Condition        Report By
 GB2441  HISTORY     - 1950     MONUMENTED       CGS
 GB2441
 GB2441                          STATION DESCRIPTION
 GB2441
 GB2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2441'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CARTHAGE ON THE
 GB2441'PROPERTY OF MRS. D. M. MOORE, ON THE TOP OF THE CENTER OF THREE HIGH
 GB2441'PEAKS. IT IS 24 FEET SOUTHEAST OF A TRIANGLE BLAZED HICKORY TREE AND
 GB2441'5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 GB2441'INCHES AND THE DISK IS STAMPED HALL 2 1950.
 GB2441'
 GB2441'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF HILL ABOUT 5 FEET
 GB2441'LOWER IN ELEVATION. THE MARK IS A 4-INCH IRON PIPE WHICH IS FLUSH
 GB2441'WITH THE GROUND AND THE DISK (WELDED TO TOP OF PIPE) IS STAMPED HALL
 GB2441'2 NO. 1 1950.
 GB2441'
 GB2441'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF HILL ABOUT 2 FEET
 GB2441'LOWER IN ELEVATION. THE MARK IS A 4-INCH IRON PIPE WHICH IS FLUSH
 GB2441'WITH THE GROUND AND THE DISK (WELDED TO TOP OF PIPE) IS STAMPED HALL
 GB2441'2 NO. 2 1950.
 GB2441'
 GB2441'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF STATION, 24 FEET
 GB2441'NORTH OF CENTER OF STATE HIGHWAY 25, 3 FEET WEST OF A WHITE
 GB2441'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE. THE MARK PROJECTS
 GB2441'ABOUT 2 INCHES AND THE DISK IS STAMPED HALL 2 1950.
 GB2441'
 GB2441'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 85, WHICH
 GB2441'IS ABOUT 1-1/2 MILES NORTHWEST OF CARTHAGE, GO NORTHWEST ON
 GB2441'HIGHWAY 25 FOR 1.1 MILES TO A GRAVEL DRIVEWAY RIGHT, UP A HILL.* FROM
 GB2441'HERE PACK UP HILL TO THE NORTHWEST, WHICH IS THE CENTER OF THREE
 GB2441'PEAKS, TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 GB2441'
 GB2441'*TO REACH AZIMUTH MARK FROM THE GRAVEL DRIVEWAY RIGHT AND HIGHWAY, GO
 GB2441'WEST AND NORTH ON HIGHWAY 25 FOR 0.8 MILE TO THE AZIMUTH MARK ON
 GB2441'RIGHT AS DESCRIBED.
 GB2441'
 GB2441'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1278 ***********************************************************************
 FE1278  DESIGNATION -  HALL AZ MK
 FE1278  PID         -  FE1278
 FE1278  STATE/COUNTY-  TN/FAYETTE
 FE1278  USGS QUAD   -  ARLINGTON (1973)
 FE1278
 FE1278                         *CURRENT SURVEY CONTROL
 FE1278  ___________________________________________________________________
 FE1278* NAD 83(1986)-  35 16 04.     (N)    089 39 06.     (W)     SCALED    
 FE1278* NAVD 88     -        97.961  (meters)     321.39   (feet)  ADJUSTED  
 FE1278  ___________________________________________________________________
 FE1278  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1278  DYNAMIC HT  -          97.873 (meters)     321.11  (feet)  COMP
 FE1278  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FE1278
 FE1278  VERT ORDER  -  SECOND    CLASS 0
 FE1278
 FE1278.The horizontal coordinates were scaled from a topographic map and have
 FE1278.an estimated accuracy of +/- 6 seconds.
 FE1278
 FE1278.The orthometric height was determined by differential leveling
 FE1278.and adjusted by the National Geodetic Survey in June 1991..
 FE1278
 FE1278.The geoid height was determined by GEOID03.
 FE1278
 FE1278.The dynamic height is computed by dividing the NAVD 88
 FE1278.geopotential number by the normal gravity value computed on the
 FE1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1278.degrees latitude (g = 980.6199 gals.).
 FE1278
 FE1278.The modeled gravity was interpolated from observed gravity values.
 FE1278
 FE1278;                    North         East    Units  Estimated Accuracy
 FE1278;SPC TN       -   109,880.      267,810.      MT  (+/- 180 meters Scaled)
 FE1278
 FE1278                          SUPERSEDED SURVEY CONTROL
 FE1278
 FE1278  NGVD 29 (??/??/??)   97.949  (m)          321.35   (f) ADJUSTED    2 0
 FE1278
 FE1278.Superseded values are not recommended for survey control.
 FE1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1278.See file dsdata.txt to determine how the superseded data were derived.
 FE1278
 FE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587059(NAD 83)
 FE1278_MARKER: DZ = AZIMUTH MARK DISK
 FE1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1278_STAMPING: HALL 1958
 FE1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1278+STABILITY: SURFACE MOTION
 FE1278
 FE1278  HISTORY     - Date     Condition        Report By
 FE1278  HISTORY     - 1958     MONUMENTED       CGS
 FE1278  HISTORY     - 1958     GOOD             CGS
 FE1278
 FE1278                          STATION DESCRIPTION
 FE1278
 FE1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1278'5.8 MI SW FROM GALLAWAY.
 FE1278'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1278'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1278'ABOUT 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1278'A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ON COLL-ARLINGTON ROAD, 90
 FE1278'FT. EAST OF TELEPHONE POLE NO. 61, 35 FT. NORTHEAST OF THE CENTER
 FE1278'OF ROAD, 0.7 FT. SOUTHWEST OF A FENCE, A C AND GS AZIMUTH DISK
 FE1278'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1279 ***********************************************************************
 FE1279  DESIGNATION -  HALL AZ MK RESET
 FE1279  PID         -  FE1279
 FE1279  STATE/COUNTY-  TN/SHELBY
 FE1279  USGS QUAD   -  ARLINGTON (1973)
 FE1279
 FE1279                         *CURRENT SURVEY CONTROL
 FE1279  ___________________________________________________________________
 FE1279* NAD 83(1995)-  35 16 08.23954(N)    089 38 58.96160(W)     ADJUSTED  
 FE1279* NAVD 88     -        98.44   (+/-2cm)     323.0    (feet)  VERTCON   
 FE1279  ___________________________________________________________________
 FE1279  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE1279  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1279
 FE1279  HORZ ORDER  -  THIRD
 FE1279  VERT ORDER  -  THIRD (See Below)
 FE1279
 FE1279.The horizontal coordinates were established by classical geodetic methods
 FE1279.and adjusted by the National Geodetic Survey in April 1999..
 FE1279.No horizontal observational check was made to the station.
 FE1279
 FE1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1279.The vertical order pertains to the NGVD 29 superseded value.
 FE1279
 FE1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1279
 FE1279.The geoid height was determined by GEOID03.
 FE1279
 FE1279;                    North         East     Units Scale Factor Converg.
 FE1279;SPC TN       -   109,998.848   267,996.425   MT  0.99999671   -2 08 12.1
 FE1279;SPC TN       -   360,887.89    879,251.60   sFT  0.99999671   -2 08 12.1
 FE1279;UTM  16      - 3,906,089.297   258,974.400   MT  1.00031599   -1 31 50.6
 FE1279
 FE1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1279!SPC TN       -   0.99998885  x   0.99999671  =   0.99998556
 FE1279!UTM  16      -   0.99998885  x   1.00031599  =   1.00030484
 FE1279
 FE1279                          SUPERSEDED SURVEY CONTROL
 FE1279
 FE1279  NAD 83(1995)-  35 16 08.24482(N)    089 38 58.96231(W) AD(       ) 3
 FE1279  NAD 83(1995)-  35 16 08.24511(N)    089 38 58.96249(W) AD(       ) 3
 FE1279  NAD 83(1986)-  35 16 08.25114(N)    089 38 58.96220(W) AD(       ) 3
 FE1279  NAD 27      -  35 16 07.93950(N)    089 38 58.67270(W) AD(       ) 3
 FE1279  NGVD 29 (??/??/??)   98.43   (m)          322.9    (f) RESET       3  
 FE1279
 FE1279.Superseded values are not recommended for survey control.
 FE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1279.See file dsdata.txt to determine how the superseded data were derived.
 FE1279
 FE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5897406089(NAD 83)
 FE1279_MARKER: DZ = AZIMUTH MARK DISK
 FE1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1279_STAMPING: HALL 1958 RESET 1963
 FE1279_MARK LOGO: CGS   
 FE1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1279+STABILITY: SURFACE MOTION
 FE1279
 FE1279  HISTORY     - Date     Condition        Report By
 FE1279  HISTORY     - 1963     MONUMENTED       CGS
 FE1279  HISTORY     - 1963     GOOD             TNHD
 FE1279
 FE1279                          STATION DESCRIPTION
 FE1279
 FE1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FE1279'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON, GO SOUTH ON
 FE1279'CHESTER STREET (WHICH LATER BECOMES THE
 FE1279'COLLIERVILLE-ARLINGTON ROAD) FOR 1.75 MILES TO A SIDE ROAD LEFT,
 FE1279'CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR 0.6 MILE TO THE AZIMUTH
 FE1279'MARK ON LEFT.
 FE1279'
 FE1279'THE AZIMUTH MARK IS 40 FEET EAST OF THE EAST RIGHT-OF-WAY OF
 FE1279'COLLIERVILLE-ARLINGTON ROAD, 35 FEET NORTHWEST OF A 3 INCH CEDAR
 FE1279'TREE, 11 FEET SOUTHWEST OF A 10 INCH ELM TREE AND 5 FEET WEST OF A
 FE1279'WITNESS POST. IT IS A STANDARD U.S.C. AND G.S.  DISK SET IN A 10-INCH
 FE1279'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HALL 1958
 FE1279'RESET 1963.
 FE1279
 FE1279                          STATION RECOVERY (1963)
 FE1279
 FE1279'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FE1279'2.4 MI S FROM ARLINGTON.
 FE1279'ABOUT 1.75 MILES SOUTH ON CHESTER STREET AND ARLINGTON-COLLIERVILLE
 FE1279'ROAD TO A SIDE ROAD LEFT, THENCE 0.6 MILES SOUTH ON
 FE1279'ARLINGTON-COLLIERVILLE ROAD TO THE MARK, 40 FEET EAST OF THE EAST
 FE1279'RIGHT OF WAY FENCE, 35 FEET NORTHWEST OF A 3-INCH CEDAR TREE, 11
 FE1279'FEET SOUTH-WEST OF A 10-INCH ELM TREE AND 5 FEET WEST OF A WITNESS
 FE1279'POST.  THE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FE1279'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1276 ***********************************************************************
 FE1276  DESIGNATION -  HALL RM 1
 FE1276  PID         -  FE1276
 FE1276  STATE/COUNTY-  TN/SHELBY
 FE1276  USGS QUAD   -  ARLINGTON (1973)
 FE1276
 FE1276                         *CURRENT SURVEY CONTROL
 FE1276  ___________________________________________________________________
 FE1276* NAD 83(1986)-  35 16 05.     (N)    089 39 06.     (W)     SCALED    
 FE1276* NAVD 88     -       101.811  (meters)     334.02   (feet)  ADJUSTED  
 FE1276  ___________________________________________________________________
 FE1276  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1276  DYNAMIC HT  -         101.720 (meters)     333.73  (feet)  COMP
 FE1276  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1276
 FE1276  VERT ORDER  -  SECOND    CLASS 0
 FE1276
 FE1276.The horizontal coordinates were scaled from a topographic map and have
 FE1276.an estimated accuracy of +/- 6 seconds.
 FE1276
 FE1276.The orthometric height was determined by differential leveling
 FE1276.and adjusted by the National Geodetic Survey in June 1991..
 FE1276
 FE1276.The geoid height was determined by GEOID03.
 FE1276
 FE1276.The dynamic height is computed by dividing the NAVD 88
 FE1276.geopotential number by the normal gravity value computed on the
 FE1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1276.degrees latitude (g = 980.6199 gals.).
 FE1276
 FE1276.The modeled gravity was interpolated from observed gravity values.
 FE1276
 FE1276;                    North         East    Units  Estimated Accuracy
 FE1276;SPC TN       -   109,910.      267,820.      MT  (+/- 180 meters Scaled)
 FE1276
 FE1276                          SUPERSEDED SURVEY CONTROL
 FE1276
 FE1276  NGVD 29 (??/??/??)  101.800  (m)          333.99   (f) ADJUSTED    2 0
 FE1276
 FE1276.Superseded values are not recommended for survey control.
 FE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1276.See file dsdata.txt to determine how the superseded data were derived.
 FE1276
 FE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587059(NAD 83)
 FE1276_MARKER: DR = REFERENCE MARK DISK
 FE1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1276_STAMPING: HALL NO 1 1958
 FE1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1276+STABILITY: SURFACE MOTION
 FE1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1276+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1276
 FE1276  HISTORY     - Date     Condition        Report By
 FE1276  HISTORY     - 1958     MONUMENTED       CGS
 FE1276  HISTORY     - 1958     GOOD             CGS
 FE1276  HISTORY     - 20021002 GOOD             USACE
 FE1276
 FE1276                          STATION DESCRIPTION
 FE1276
 FE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1276'6.1 MI SSW FROM GALLAWAY.
 FE1276'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1276'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1276'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1276'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG COLLIERVILLE-ARLINGTON
 FE1276'ROAD, THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, 17 FEET EAST
 FE1276'OF THE CENTER OF A BOARD GATE, 1 FOOT NORTH OF A THREE-WAY FENCE
 FE1276'CORNER, A TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A
 FE1276'CONCRETE POST PROJECTING 5 INCHES.
 FE1276
 FE1276                          STATION RECOVERY (2002)
 FE1276
 FE1276'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1275 ***********************************************************************
 FE1275  DESIGNATION -  HALL RM 2
 FE1275  PID         -  FE1275
 FE1275  STATE/COUNTY-  TN/SHELBY
 FE1275  USGS QUAD   -  ARLINGTON (1973)
 FE1275
 FE1275                         *CURRENT SURVEY CONTROL
 FE1275  ___________________________________________________________________
 FE1275* NAD 83(1986)-  35 16 05.     (N)    089 39 06.     (W)     SCALED    
 FE1275* NAVD 88     -       100.260  (meters)     328.94   (feet)  ADJUSTED  
 FE1275  ___________________________________________________________________
 FE1275  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1275  DYNAMIC HT  -         100.170 (meters)     328.64  (feet)  COMP
 FE1275  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1275
 FE1275  VERT ORDER  -  SECOND    CLASS 0
 FE1275
 FE1275.The horizontal coordinates were scaled from a topographic map and have
 FE1275.an estimated accuracy of +/- 6 seconds.
 FE1275
 FE1275.The orthometric height was determined by differential leveling
 FE1275.and adjusted by the National Geodetic Survey in June 1991..
 FE1275
 FE1275.The geoid height was determined by GEOID03.
 FE1275
 FE1275.The dynamic height is computed by dividing the NAVD 88
 FE1275.geopotential number by the normal gravity value computed on the
 FE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1275.degrees latitude (g = 980.6199 gals.).
 FE1275
 FE1275.The modeled gravity was interpolated from observed gravity values.
 FE1275
 FE1275;                    North         East    Units  Estimated Accuracy
 FE1275;SPC TN       -   109,910.      267,820.      MT  (+/- 180 meters Scaled)
 FE1275
 FE1275                          SUPERSEDED SURVEY CONTROL
 FE1275
 FE1275  NGVD 29 (??/??/??)  100.248  (m)          328.90   (f) ADJUSTED    2 0
 FE1275
 FE1275.Superseded values are not recommended for survey control.
 FE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1275.See file dsdata.txt to determine how the superseded data were derived.
 FE1275
 FE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587059(NAD 83)
 FE1275_MARKER: DR = REFERENCE MARK DISK
 FE1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1275_STAMPING: HALL NO 2 1958
 FE1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1275+STABILITY: SURFACE MOTION
 FE1275
 FE1275  HISTORY     - Date     Condition        Report By
 FE1275  HISTORY     - 1958     MONUMENTED       CGS
 FE1275  HISTORY     - 1958     GOOD             CGS
 FE1275  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1275
 FE1275                          STATION DESCRIPTION
 FE1275
 FE1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1275'6.1 MI SSW FROM GALLAWAY.
 FE1275'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1275'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1275'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1275'GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG COLLIERVILLE-ARLINGTON
 FE1275'ROAD, THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, 54 FEET
 FE1275'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 12 FEET NORTHEAST
 FE1275'OF A THREE-WAY FENCE CORNER, 6 FEET NORTH OF A FENCE, A C AND
 FE1275'GS TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FE1275'POST PROJECTING 5 INCHES.
 FE1275
 FE1275                          STATION RECOVERY (2002)
 FE1275
 FE1275'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1275'SUSPECTED DESTROYED.
 FE1275'FOUND LARGE MASS OF CONCRETE IN AREA, UPROOTED AND ENDS IRREGULAR.
 FE1275'NO DISK VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2443 ***********************************************************************
 FB2443  DESIGNATION -  HALL RM 2
 FB2443  PID         -  FB2443
 FB2443  STATE/COUNTY-  TN/COCKE
 FB2443  USGS QUAD   -  HARTFORD (1968)
 FB2443
 FB2443                         *CURRENT SURVEY CONTROL
 FB2443  ___________________________________________________________________
 FB2443* NAD 83(1995)-  35 51 54.11034(N)    083 08 37.13531(W)     ADJUSTED  
 FB2443* NAVD 88     -      1099.     (meters)    3606.     (feet)  SCALED    
 FB2443  ___________________________________________________________________
 FB2443  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FB2443  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB2443
 FB2443  HORZ ORDER  -  SECOND
 FB2443
 FB2443.The horizontal coordinates were established by classical geodetic methods
 FB2443.and adjusted by the National Geodetic Survey in April 1999..
 FB2443
 FB2443.The orthometric height was scaled from a topographic map.
 FB2443
 FB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2443
 FB2443.The geoid height was determined by GEOID03.
 FB2443
 FB2443;                    North         East     Units Scale Factor Converg.
 FB2443;SPC TN       -   173,704.468   857,927.395   MT  0.99994855   +1 40 20.0
 FB2443;SPC TN       -   569,895.41  2,814,716.80   sFT  0.99994855   +1 40 20.0
 FB2443;UTM  17      - 3,971,100.366   306,455.087   MT  1.00006161   -1 15 22.7
 FB2443
 FB2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2443!SPC TN       -   0.99983231  x   0.99994855  =   0.99978087
 FB2443!UTM  17      -   0.99983231  x   1.00006161  =   0.99989391
 FB2443
 FB2443                          SUPERSEDED SURVEY CONTROL
 FB2443
 FB2443  NAD 83(1995)-  35 51 54.11524(N)    083 08 37.13935(W) AD(       ) 2
 FB2443  NAD 83(1986)-  35 51 54.12050(N)    083 08 37.13618(W) AD(       ) 2
 FB2443  NAD 27      -  35 51 53.77490(N)    083 08 37.58590(W) AD(       ) 2
 FB2443
 FB2443.Superseded values are not recommended for survey control.
 FB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2443.See file dsdata.txt to determine how the superseded data were derived.
 FB2443
 FB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0645571100(NAD 83)
 FB2443_MARKER: 57 = LOOKOUT TOWER
 FB2443_MARK LOGO: USFS  
 FB2443
 FB2443  HISTORY     - Date     Condition        Report By
 FB2443  HISTORY     - UNK      FIRST OBSERVED   USFS
 FB2443
 FB2443                          STATION DESCRIPTION
 FB2443
 FB2443'DESCRIBED BY US FOREST SERVICE UNK (ELH)
 FB2443'THIS STATION IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS INCLOSED CAB,
 FB2443'GREY IN COLOR AND ABOUT 80 FEET IN HEIGHT OVER ALL. A REFERENCE
 FB2443'MARK WAS PLACED DIRECTLY UNDER THE CENTER OF THE LOOKOUT TOWER. A
 FB2443'TRAVERSE CONNECTION WAS MADE FROM STATION HALL TO THE REFERENCE
 FB2443'MARK UNDER THE CENTER OF THE LOOKOUT TOWER AND THE TRAVERSE DISTANCE
 FB2443'IS 38.89 FEET OR 11.854 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2576 ***********************************************************************
 GA2576  DESIGNATION -  HALLS
 GA2576  PID         -  GA2576
 GA2576  STATE/COUNTY-  TN/KNOX
 GA2576  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2576
 GA2576                         *CURRENT SURVEY CONTROL
 GA2576  ___________________________________________________________________
 GA2576* NAD 83(1995)-  36 05 13.30459(N)    083 55 27.24364(W)     ADJUSTED  
 GA2576* NAVD 88     -       323.458  (meters)    1061.21   (feet)  ADJUSTED  
 GA2576  ___________________________________________________________________
 GA2576  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA2576  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2576  DYNAMIC HT  -         323.157 (meters)    1060.22  (feet)  COMP
 GA2576  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2576
 GA2576  HORZ ORDER  -  SECOND
 GA2576  VERT ORDER  -  SECOND    CLASS 0
 GA2576
 GA2576.The horizontal coordinates were established by classical geodetic methods
 GA2576.and adjusted by the National Geodetic Survey in April 1999..
 GA2576
 GA2576.The orthometric height was determined by differential leveling
 GA2576.and adjusted by the National Geodetic Survey in June 1991..
 GA2576
 GA2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2576
 GA2576.The geoid height was determined by GEOID03.
 GA2576
 GA2576.The dynamic height is computed by dividing the NAVD 88
 GA2576.geopotential number by the normal gravity value computed on the
 GA2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2576.degrees latitude (g = 980.6199 gals.).
 GA2576
 GA2576.The modeled gravity was interpolated from observed gravity values.
 GA2576
 GA2576;                    North         East     Units Scale Factor Converg.
 GA2576;SPC TN       -   196,554.202   786,930.987   MT  0.99995812   +1 12 54.8
 GA2576;SPC TN       -   644,861.58  2,581,789.41   sFT  0.99995812   +1 12 54.8
 GA2576;UTM  17      - 3,997,560.946   236,700.302   MT  1.00045431   -1 43 24.3
 GA2576;UTM  16      - 3,997,982.246   776,947.605   MT  1.00054518   +1 48 46.2
 GA2576
 GA2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2576!SPC TN       -   0.99995406  x   0.99995812  =   0.99991218
 GA2576!UTM  17      -   0.99995406  x   1.00045431  =   1.00040835
 GA2576!UTM  16      -   0.99995406  x   1.00054518  =   1.00049922
 GA2576
 GA2576:                Primary Azimuth Mark                     Grid Az
 GA2576:SPC TN       -  SUE                                      036 04 01.9
 GA2576:UTM  17      -  SUE                                      039 00 21.0
 GA2576:UTM  16      -  SUE                                      035 28 10.5
 GA2576
 GA2576|---------------------------------------------------------------------|
 GA2576| PID    Reference Object                     Distance      Geod. Az  |
 GA2576|                                                           dddmmss.s |
 GA2576| GA2573 SUE                                 APPROX. 2.0 KM 0371656.7 |
 GA2576| GA2575 HALLS RM 1                            8.951 METERS 06926     |
 GA2576| GA2578 LUCK                                APPROX. 1.7 KM 1905135.6 |
 GA2576| GA2577 HALLS RM 2                           10.028 METERS 22310     |
 GA2576|---------------------------------------------------------------------|
 GA2576
 GA2576                          SUPERSEDED SURVEY CONTROL
 GA2576
 GA2576  NAD 83(1995)-  36 05 13.31128(N)    083 55 27.24267(W) AD(       ) 2
 GA2576  NAD 83(1995)-  36 05 13.31195(N)    083 55 27.24237(W) AD(       ) 2
 GA2576  NAD 83(1995)-  36 05 13.31227(N)    083 55 27.24292(W) AD(       ) 2
 GA2576  NAD 83(1986)-  36 05 13.31739(N)    083 55 27.24079(W) AD(       ) 2
 GA2576  NAD 27      -  36 05 13.02545(N)    083 55 27.56948(W) AD(       ) 2
 GA2576  NGVD 29 (??/??/92)  323.568  (m)         1061.57   (f) ADJ UNCH    2 0
 GA2576
 GA2576.Superseded values are not recommended for survey control.
 GA2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2576.See file dsdata.txt to determine how the superseded data were derived.
 GA2576
 GA2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3670097561(NAD 83)
 GA2576_MARKER: DD = SURVEY DISK
 GA2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2576_STAMPING: HALLS 1964
 GA2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2576+STABILITY: SURFACE MOTION
 GA2576
 GA2576  HISTORY     - Date     Condition        Report By
 GA2576  HISTORY     - 1964     MONUMENTED       TNHD
 GA2576  HISTORY     - 1964     GOOD             TNHD
 GA2576  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2576  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2576
 GA2576                          STATION DESCRIPTION
 GA2576
 GA2576'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2576'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2576'
 GA2576'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA2576'AT HALLS CROSSROADS, GO
 GA2576'0.2 MILE NORTHEAST ON ST.  RT.  33 TO THE STATION ON
 GA2576'THE RIGHT AS DESCRIBED.
 GA2576'
 GA2576'THE STATION IS 67 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF ST. RT.
 GA2576'33, 11 FEET NORTH OF
 GA2576'POWER POLE 106A AND 3.4 FEET SOUTH OF A WITNESS POST.
 GA2576'THE SURFACE AND UNDERGROUND
 GA2576'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2576'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA2576'HALLS 1964.  THE
 GA2576'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2576'SURFACE DISK IS
 GA2576'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2576'
 GA2576'REFERENCE MARK NO. 1 IS 83 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2576'OF ST. RT.  33, 39 FEET
 GA2576'NORTHEAST OF POWER POLE 106A AND 17 FEET SOUTHEAST OF A
 GA2576'SQUARE CONCRETE RIGHT-OF-WAY
 GA2576'POST.  IT IS A STANDARD TENNESSEE
 GA2576'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2576'SQUARE, FLUSH, CONCRETE
 GA2576'MONUMENT AND THE DISK IS STAMPED HALL RM-1 1964.
 GA2576'
 GA2576'REFERENCE MARK NO. 2 IS 65 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2576'OF ST. RT.  33, 38 FEET
 GA2576'NORTH OF A SQUARE CONCRETE RIGHT-OF-WAY POST AND 21 FEET
 GA2576'SOUTHWEST OF 10-INCH SQUARE,
 GA2576'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2576'STAMPED HALLS RM-2 1964.
 GA2576'
 GA2576'TRAVERSE STATION SUE AND/OR LUCK WILL SERVE AS THE AZIMUTH MARK.
 GA2576'
 GA2576'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2576'
 GA2576'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2576
 GA2576                          STATION RECOVERY (1964)
 GA2576
 GA2576'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2576'13 MI N FROM KNOXVILLE.
 GA2576'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2576'33 FOR 0.85 MILE TO THE STATION ON THE RIGHT.  THE STATION MARK
 GA2576'IS 0.2 MILE NORTHEAST OF THE JUNCTION OF STATE ROUTE 33 AND STATE
 GA2576'ROUTE 131, 67 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GA2576'ROUTE 33.  11 FEET NORTH OF POWER POLE 106A AND 3.4 FEET SOUTH
 GA2576'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2576'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2576'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2576
 GA2576                          STATION RECOVERY (1980)
 GA2576
 GA2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2576'A LONG SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  A CAR
 GA2576'WASH HAS BEEN BUILT AT THE SITE AND THE MARKS ARE ASSUMED TO HAVE
 GA2576'BEEN EITHER PAVED OVER OR DESTROYED.
 GA2576
 GA2576                          STATION RECOVERY (1980)
 GA2576
 GA2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2461 ***********************************************************************
 FE2461  DESIGNATION -  HALLS
 FE2461  PID         -  FE2461
 FE2461  STATE/COUNTY-  TN/LAUDERDALE
 FE2461  USGS QUAD   -  FOWLKES (1983)
 FE2461
 FE2461                         *CURRENT SURVEY CONTROL
 FE2461  ___________________________________________________________________
 FE2461* NAD 83(1995)-  35 53 01.42676(N)    089 25 39.51846(W)     ADJUSTED  
 FE2461* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 FE2461  ___________________________________________________________________
 FE2461  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FE2461  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE2461
 FE2461  HORZ ORDER  -  SECOND
 FE2461
 FE2461.The horizontal coordinates were established by classical geodetic methods
 FE2461.and adjusted by the National Geodetic Survey in April 1999..
 FE2461
 FE2461.The orthometric height was scaled from a topographic map.
 FE2461
 FE2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2461
 FE2461.The geoid height was determined by GEOID03.
 FE2461
 FE2461;                    North         East     Units Scale Factor Converg.
 FE2461;SPC TN       -   177,434.006   290,577.081   MT  0.99994878   -2 00 24.0
 FE2461;SPC TN       -   582,131.40    953,334.97   sFT  0.99994878   -2 00 24.0
 FE2461;UTM  16      - 3,973,774.617   280,860.804   MT  1.00019177   -1 25 24.6
 FE2461
 FE2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2461!SPC TN       -   0.99998429  x   0.99994878  =   0.99993307
 FE2461!UTM  16      -   0.99998429  x   1.00019177  =   1.00017606
 FE2461
 FE2461:                Primary Azimuth Mark                     Grid Az
 FE2461:SPC TN       -  DYERSBURG ASSOC WHSE CO TANK             011 56 58.2
 FE2461:UTM  16      -  DYERSBURG ASSOC WHSE CO TANK             011 21 58.8
 FE2461
 FE2461|---------------------------------------------------------------------|
 FE2461| PID    Reference Object                     Distance      Geod. Az  |
 FE2461|                                                           dddmmss.s |
 FE2461| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX.16.7 KM 0095634.2 |
 FE2461| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX.16.6 KM 0124241.4 |
 FE2461| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX.17.0 KM 0163501.1 |
 FE2461| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX.17.8 KM 0172942.3 |
 FE2461| FE0957 HALLS RM 1                           26.036 METERS 02426     |
 FE2461| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX.12.4 KM 0591520.8 |
 FE2461| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX.12.4 KM 0593141.8 |
 FE2461| FE2460 HALLS STACK                         APPROX. 1.4 KM 0820040.6 |
 FE2461| FE2454 HALLS MUNICIPAL TANK                APPROX. 3.1 KM 1085216.6 |
 FE2461| FE0956 HALLS RM 2                           25.694 METERS 11255     |
 FE2461| CG3419 HALLS AZ MK                                        3530601.5 |
 FE2461|---------------------------------------------------------------------|
 FE2461
 FE2461                          SUPERSEDED SURVEY CONTROL
 FE2461
 FE2461  NAD 83(1995)-  35 53 01.43175(N)    089 25 39.51944(W) AD(       ) 2
 FE2461  NAD 83(1986)-  35 53 01.43774(N)    089 25 39.51894(W) AD(       ) 2
 FE2461  NAD 27      -  35 53 01.17040(N)    089 25 39.25740(W) AD(       ) 2
 FE2461
 FE2461.Superseded values are not recommended for survey control.
 FE2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2461.See file dsdata.txt to determine how the superseded data were derived.
 FE2461
 FE2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8086173775(NAD 83)
 FE2461_MARKER: DS = TRIANGULATION STATION DISK
 FE2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2461
 FE2461  HISTORY     - Date     Condition        Report By
 FE2461  HISTORY     - 1959     MONUMENTED       CGS
 FE2461  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE2461  HISTORY     - 1976     SEE DESCRIPTION  NGS
 FE2461
 FE2461                          STATION DESCRIPTION
 FE2461
 FE2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2461'THE STATION IS ABOUT 3 MILES NORTH OF GATES, ABOUT 1 MILE WEST OF
 FE2461'HALLS AND ON THE PROPERTY OWNED BY MR. ROOKS.  IT IS 59.6 FEET
 FE2461'SOUTHWEST OF THE INTERSECTION OF A PAVED ROAD NORTH AND A GRAVELED
 FE2461'ROAD WEST, 33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 88, 5
 FE2461'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 FE2461'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED HALLS
 FE2461'1959.
 FE2461'
 FE2461'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 FE2461'STATE HIGHWAY 88 IN HALLS, GO WEST ON HIGHWAY 88 FOR 1.5 MILES TO A
 FE2461'ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTHWESTERLY FOR 0.3 MILE TO
 FE2461'A GRAVELED SIDE ROAD WEST AND THE STATION ON THE LEFT AS
 FE2461'DESCRIBED.
 FE2461'
 FE2461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 88
 FE2461'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2461'
 FE2461'REFERENCE MARK 1 IS 24 FEET NORTHWEST OF A 10 INCH OAK TREE AND 23
 FE2461'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 FE2461'PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS NO 1 1959.
 FE2461'
 FE2461'REFERENCE MARK 2 IS 113 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2461'FRAME HOUSE AND 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FE2461'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS NO 2
 FE2461'1959.
 FE2461'
 FE2461'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF HIGHWAY 88, 1
 FE2461'FOOT SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWER
 FE2461'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS
 FE2461'1959.
 FE2461'
 FE2461'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2461
 FE2461                          STATION RECOVERY (1974)
 FE2461
 FE2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GAS)
 FE2461'THE STATION AND THE AZIMUTH MARK WAS NOT RECOVERED.
 FE2461'
 FE2461'THE REFERENCE MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD
 FE2461'CONDITION.
 FE2461'
 FE2461'THE ORIGINAL DESCRIPTION - TO REACH - IS ADEQUATE AS DESCRIBED IN
 FE2461'QUAD 350891 STATION 1030 DATED SEPTEMBER 1960.
 FE2461'
 FE2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 FE2461'ABOUT 3 MILES NORTH OF GATES, ABOUT 1 MILE WEST OF HALLS.
 FE2461
 FE2461                          STATION RECOVERY (1976)
 FE2461
 FE2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2461'THE SURFACE STATION MARK WAS FOUND TO HAVE BEEN HIT AND THE TOP
 FE2461'PORTION BROKEN OFF. THE UNDERGROUND STATION MARK AND REFERENCE
 FE2461'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FE2461'NOT FOUND AND A LOCAL RESIDENT SAID THAT IT WAS DESTROYED BY GRADING
 FE2461'FOR A DRIVEWAY.  NO OBJECT VISIBLE TO SET A NEW AZIMUTH MARK
 FE2461'FROM.  A NEW SURFACE STATION MARK WAS SET.  THE DISTANCE TO BOTH
 FE2461'MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A NEW
 FE2461'DESCRIPTION FOLLOWS.
 FE2461'
 FE2461'THE STATION IS LOCATED ON THE PROPERTY OF MR. CHARLES COOKS, HIGHWAY
 FE2461'88 W, HALLS, TENN., 36 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 FE2461'88, 83 FEET SOUTH OF A TELEPHONE POLE, 98 FEET SOUTHWEST OF A 30
 FE2461'INCH OAK TREE AND 56 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD
 FE2461'WEST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS
 FE2461'STAMPED HALLS 1959 1976.
 FE2461'
 FE2461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2461'HIGHWAY 88 (AT THE WEST EDGE OF HALLS), GO WEST AND NORTHERLY ON
 FE2461'HIGHWAY 88 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FE2461'
 FE2461'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE2461'13 FEET SOUTHWEST OF THE 30 INCH OAK TREE, 24 FEET NORTHWEST OF A
 FE2461'24 INCH OAK TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 FE2461'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS NO 1
 FE2461'1959.
 FE2461'
 FE2461'REFERENCE MARK 2 IS 5 FEET NORTHWEST OF A 12 INCH HICKORY TREE, 26
 FE2461'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A
 FE2461'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2461'HALLS NO 2 1959.
 FE2461'
 FE2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 FE2461'OF HALLS.
 FE2461'
 FE2461'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2454 ***********************************************************************
 FE2454  DESIGNATION -  HALLS MUNICIPAL TANK
 FE2454  PID         -  FE2454
 FE2454  STATE/COUNTY-  TN/LAUDERDALE
 FE2454  USGS QUAD   -  GATES (1983)
 FE2454
 FE2454                         *CURRENT SURVEY CONTROL
 FE2454  ___________________________________________________________________
 FE2454* NAD 83(1995)-  35 52 28.47607(N)    089 23 41.13428(W)     ADJUSTED  
 FE2454* NAVD 88     -                                                        
 FE2454  ___________________________________________________________________
 FE2454  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2454  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE2454
 FE2454  HORZ ORDER  -  THIRD
 FE2454
 FE2454.The horizontal coordinates were established by classical geodetic methods
 FE2454.and adjusted by the National Geodetic Survey in April 1999..
 FE2454
 FE2454
 FE2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2454
 FE2454.The geoid height was determined by GEOID03.
 FE2454
 FE2454;                    North         East     Units Scale Factor Converg.
 FE2454;SPC TN       -   176,315.614   293,509.240   MT  0.99994865   -1 59 14.7
 FE2454;SPC TN       -   578,462.14    962,954.90   sFT  0.99994865   -1 59 14.7
 FE2454;UTM  16      - 3,972,685.880   283,804.889   MT  1.00017598   -1 24 14.1
 FE2454
 FE2454                          SUPERSEDED SURVEY CONTROL
 FE2454
 FE2454  NAD 83(1995)-  35 52 28.48104(N)    089 23 41.13527(W) AD(       ) 4
 FE2454  NAD 83(1986)-  35 52 28.48701(N)    089 23 41.13457(W) AD(       ) 4
 FE2454  NAD 27      -  35 52 28.21900(N)    089 23 40.87300(W) AD(       ) 3
 FE2454
 FE2454.Superseded values are not recommended for survey control.
 FE2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2454.See file dsdata.txt to determine how the superseded data were derived.
 FE2454
 FE2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8380572686(NAD 83)
 FE2454_MARKER: 53 = ELEVATED TANK
 FE2454
 FE2454  HISTORY     - Date     Condition        Report By
 FE2454  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2454
 FE2454                          STATION DESCRIPTION
 FE2454
 FE2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2454'THE STATION IS THE FINIAL ATOP THE WATER TANK. IT IS A FOUR LEGGED,
 FE2454'SILVER COLORED TANK WITH THE LEGEND HALLS ON THE SOUTH SIDE. IT
 FE2454'IS 100 FEET HIGH AND IS LOCATED AT SHANNON STREET AND SOUTH FRONT
 FE2454'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0957 ***********************************************************************
 FE0957  DESIGNATION -  HALLS RM 1
 FE0957  PID         -  FE0957
 FE0957  STATE/COUNTY-  TN/LAUDERDALE
 FE0957  USGS QUAD   -  FOWLKES (1983)
 FE0957
 FE0957                         *CURRENT SURVEY CONTROL
 FE0957  ___________________________________________________________________
 FE0957* NAD 83(1986)-  35 52 59.     (N)    089 25 38.     (W)     SCALED    
 FE0957* NAVD 88     -       126.185  (meters)     413.99   (feet)  ADJUSTED  
 FE0957  ___________________________________________________________________
 FE0957  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0957  DYNAMIC HT  -         126.077 (meters)     413.64  (feet)  COMP
 FE0957  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0957
 FE0957  VERT ORDER  -  FIRST     CLASS I
 FE0957
 FE0957.The horizontal coordinates were scaled from a topographic map and have
 FE0957.an estimated accuracy of +/- 6 seconds.
 FE0957
 FE0957.The orthometric height was determined by differential leveling
 FE0957.and adjusted by the National Geodetic Survey in June 1991..
 FE0957
 FE0957.The geoid height was determined by GEOID03.
 FE0957
 FE0957.The dynamic height is computed by dividing the NAVD 88
 FE0957.geopotential number by the normal gravity value computed on the
 FE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0957.degrees latitude (g = 980.6199 gals.).
 FE0957
 FE0957.The modeled gravity was interpolated from observed gravity values.
 FE0957
 FE0957;                    North         East    Units  Estimated Accuracy
 FE0957;SPC TN       -   177,360.      290,610.      MT  (+/- 180 meters Scaled)
 FE0957
 FE0957                          SUPERSEDED SURVEY CONTROL
 FE0957
 FE0957  NGVD 29 (??/??/??)  126.127  (m)          413.80   (f) ADJUSTED    1 1
 FE0957
 FE0957.Superseded values are not recommended for survey control.
 FE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0957.See file dsdata.txt to determine how the superseded data were derived.
 FE0957
 FE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE808736(NAD 83)
 FE0957_MARKER: DR = REFERENCE MARK DISK
 FE0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0957_STAMPING: HALLS NO 1 1959
 FE0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0957+STABILITY: SURFACE MOTION
 FE0957
 FE0957  HISTORY     - Date     Condition        Report By
 FE0957  HISTORY     - 1959     MONUMENTED       CGS
 FE0957  HISTORY     - 1974     GOOD             NGS
 FE0957  HISTORY     - 20020804 POOR             USACE
 FE0957
 FE0957                          STATION DESCRIPTION
 FE0957
 FE0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0957'1.8 MI W FROM HALLS.
 FE0957'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0957'BAPTIST CHURCH IN HALLS, AT A PAVED ROAD JUNCTION LEADING
 FE0957'NORTHWEST, 37 FEET EAST-NORTHEAST OF THE JUNCTION OF PAVED
 FE0957'ROAD, 24 FEET NORTHWEST OF A 24-INCH OAK TREE, 23 FEET EAST OF
 FE0957'THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE HIGHWAY AND IN THE
 FE0957'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 FE0957
 FE0957                          STATION RECOVERY (2002)
 FE0957
 FE0957'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0957'MARK DESTROYED. FOUND CONCRETE MASS IN AREA. CAN RECOGNIZE WHERE CAP
 FE0957'SET ON CONCRETE. DISK GONE, STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2575 ***********************************************************************
 GA2575  DESIGNATION -  HALLS RM 1
 GA2575  PID         -  GA2575
 GA2575  STATE/COUNTY-  TN/KNOX
 GA2575  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2575
 GA2575                         *CURRENT SURVEY CONTROL
 GA2575  ___________________________________________________________________
 GA2575* NAD 83(1986)-  36 05 13.     (N)    083 55 28.     (W)     SCALED    
 GA2575* NAVD 88     -       323.593  (meters)    1061.65   (feet)  ADJUSTED  
 GA2575  ___________________________________________________________________
 GA2575  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2575  DYNAMIC HT  -         323.293 (meters)    1060.67  (feet)  COMP
 GA2575  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2575
 GA2575  VERT ORDER  -  SECOND    CLASS 0
 GA2575
 GA2575.The horizontal coordinates were scaled from a topographic map and have
 GA2575.an estimated accuracy of +/- 6 seconds.
 GA2575
 GA2575.The orthometric height was determined by differential leveling
 GA2575.and adjusted by the National Geodetic Survey in June 1991..
 GA2575
 GA2575.The geoid height was determined by GEOID03.
 GA2575
 GA2575.The dynamic height is computed by dividing the NAVD 88
 GA2575.geopotential number by the normal gravity value computed on the
 GA2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2575.degrees latitude (g = 980.6199 gals.).
 GA2575
 GA2575.The modeled gravity was interpolated from observed gravity values.
 GA2575
 GA2575;                    North         East    Units  Estimated Accuracy
 GA2575;SPC TN       -   196,540.      786,910.      MT  (+/- 180 meters Scaled)
 GA2575
 GA2575                          SUPERSEDED SURVEY CONTROL
 GA2575
 GA2575  NGVD 29 (??/??/92)  323.704  (m)         1062.02   (f) ADJ UNCH    2 0
 GA2575
 GA2575.Superseded values are not recommended for survey control.
 GA2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2575.See file dsdata.txt to determine how the superseded data were derived.
 GA2575
 GA2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366975(NAD 83)
 GA2575_MARKER: DD = SURVEY DISK
 GA2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2575_STAMPING: HALLS RM-1 1964
 GA2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2575+STABILITY: SURFACE MOTION
 GA2575
 GA2575  HISTORY     - Date     Condition        Report By
 GA2575  HISTORY     - 1964     MONUMENTED       TNHD
 GA2575  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2575
 GA2575                          STATION DESCRIPTION
 GA2575
 GA2575'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2575'13 MI N FROM KNOXVILLE.
 GA2575'THIS MARK IS LOCATED AT THE HALLS 1964 STATION SITE, 83 FEET
 GA2575'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 39 FEET
 GA2575'NORTHEAST OF POWER POLE NO. 106A AND 29 FEET EAST OF THE STATION.
 GA2575'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2575'A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2575
 GA2575                          STATION RECOVERY (1980)
 GA2575
 GA2575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0956 ***********************************************************************
 FE0956  DESIGNATION -  HALLS RM 2
 FE0956  PID         -  FE0956
 FE0956  STATE/COUNTY-  TN/LAUDERDALE
 FE0956  USGS QUAD   -  FOWLKES (1983)
 FE0956
 FE0956                         *CURRENT SURVEY CONTROL
 FE0956  ___________________________________________________________________
 FE0956* NAD 83(1986)-  35 53 00.     (N)    089 25 38.     (W)     SCALED    
 FE0956* NAVD 88     -       126.625  (meters)     415.44   (feet)  ADJUSTED  
 FE0956  ___________________________________________________________________
 FE0956  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0956  DYNAMIC HT  -         126.517 (meters)     415.08  (feet)  COMP
 FE0956  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0956
 FE0956  VERT ORDER  -  FIRST     CLASS I
 FE0956
 FE0956.The horizontal coordinates were scaled from a topographic map and have
 FE0956.an estimated accuracy of +/- 6 seconds.
 FE0956
 FE0956.The orthometric height was determined by differential leveling
 FE0956.and adjusted by the National Geodetic Survey in June 1991..
 FE0956
 FE0956.The geoid height was determined by GEOID03.
 FE0956
 FE0956.The dynamic height is computed by dividing the NAVD 88
 FE0956.geopotential number by the normal gravity value computed on the
 FE0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0956.degrees latitude (g = 980.6199 gals.).
 FE0956
 FE0956.The modeled gravity was interpolated from observed gravity values.
 FE0956
 FE0956;                    North         East    Units  Estimated Accuracy
 FE0956;SPC TN       -   177,390.      290,610.      MT  (+/- 180 meters Scaled)
 FE0956
 FE0956                          SUPERSEDED SURVEY CONTROL
 FE0956
 FE0956  NGVD 29 (??/??/??)  126.567  (m)          415.25   (f) ADJUSTED    1 1
 FE0956
 FE0956.Superseded values are not recommended for survey control.
 FE0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0956.See file dsdata.txt to determine how the superseded data were derived.
 FE0956
 FE0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE808737(NAD 83)
 FE0956_MARKER: DR = REFERENCE MARK DISK
 FE0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0956_STAMPING: HALLS NO 2 1959
 FE0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0956+STABILITY: SURFACE MOTION
 FE0956
 FE0956  HISTORY     - Date     Condition        Report By
 FE0956  HISTORY     - 1959     MONUMENTED       CGS
 FE0956  HISTORY     - 1974     GOOD             NGS
 FE0956  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0956
 FE0956                          STATION DESCRIPTION
 FE0956
 FE0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0956'1.8 MI W FROM HALLS.
 FE0956'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0956'BAPTIST CHURCH IN HALLS, AT A PAVED ROAD JUNCTION LEADING
 FE0956'NORTHWEST, 120 FEET EAST OF HALLS RM 1, 93 FEET EAST-SOUTHEAST
 FE0956'OF JUNCTION OF PAVED ROAD, 26.2 FEET EAST OF THE CENTER LINE
 FE0956'OF THE HIGHWAY, 2 1/2 FEET ABOVE HIGHWAY AND IN THE TOP OF A
 FE0956'CONCRETE POST PROJECTING 0.1 FOOT.
 FE0956
 FE0956                          STATION RECOVERY (2002)
 FE0956
 FE0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0956'SUSPECTED DESTROYED DUE TO DOZER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2577 ***********************************************************************
 GA2577  DESIGNATION -  HALLS RM 2
 GA2577  PID         -  GA2577
 GA2577  STATE/COUNTY-  TN/KNOX
 GA2577  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2577
 GA2577                         *CURRENT SURVEY CONTROL
 GA2577  ___________________________________________________________________
 GA2577* NAD 83(1986)-  36 05 13.     (N)    083 55 28.     (W)     SCALED    
 GA2577* NAVD 88     -       323.271  (meters)    1060.60   (feet)  ADJUSTED  
 GA2577  ___________________________________________________________________
 GA2577  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2577  DYNAMIC HT  -         322.970 (meters)    1059.61  (feet)  COMP
 GA2577  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2577
 GA2577  VERT ORDER  -  SECOND    CLASS 0
 GA2577
 GA2577.The horizontal coordinates were scaled from a topographic map and have
 GA2577.an estimated accuracy of +/- 6 seconds.
 GA2577
 GA2577.The orthometric height was determined by differential leveling
 GA2577.and adjusted by the National Geodetic Survey in June 1991..
 GA2577
 GA2577.The geoid height was determined by GEOID03.
 GA2577
 GA2577.The dynamic height is computed by dividing the NAVD 88
 GA2577.geopotential number by the normal gravity value computed on the
 GA2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2577.degrees latitude (g = 980.6199 gals.).
 GA2577
 GA2577.The modeled gravity was interpolated from observed gravity values.
 GA2577
 GA2577;                    North         East    Units  Estimated Accuracy
 GA2577;SPC TN       -   196,540.      786,910.      MT  (+/- 180 meters Scaled)
 GA2577
 GA2577                          SUPERSEDED SURVEY CONTROL
 GA2577
 GA2577  NGVD 29 (??/??/92)  323.380  (m)         1060.96   (f) ADJ UNCH    2 0
 GA2577
 GA2577.Superseded values are not recommended for survey control.
 GA2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2577.See file dsdata.txt to determine how the superseded data were derived.
 GA2577
 GA2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366975(NAD 83)
 GA2577_MARKER: DD = SURVEY DISK
 GA2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2577_STAMPING: HALLS RM-2 1964
 GA2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2577+STABILITY: SURFACE MOTION
 GA2577
 GA2577  HISTORY     - Date     Condition        Report By
 GA2577  HISTORY     - 1964     MONUMENTED       TNHD
 GA2577  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2577
 GA2577                          STATION DESCRIPTION
 GA2577
 GA2577'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2577'13 MI N FROM KNOXVILLE.
 GA2577'THIS MARK IS LOCATED AT THE HALLS 1964 STATION SITE, 65 FEET
 GA2577'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 38 FEET
 GA2577'NORTH OF A SQUARE CONCRETE RIGHT-OF-WAY POST, 21 FEET SOUTHWEST
 GA2577'OF POWER POLE NO. 106A AND 33 FEET SOUTHWEST OF THE STATION.  THE
 GA2577'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2577'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2577
 GA2577                          STATION RECOVERY (1980)
 GA2577
 GA2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2460 ***********************************************************************
 FE2460  DESIGNATION -  HALLS STACK
 FE2460  PID         -  FE2460
 FE2460  STATE/COUNTY-  TN/LAUDERDALE
 FE2460  USGS QUAD   -  FOWLKES (1983)
 FE2460
 FE2460                         *CURRENT SURVEY CONTROL
 FE2460  ___________________________________________________________________
 FE2460* NAD 83(1995)-  35 53 07.59998(N)    089 24 45.43519(W)     ADJUSTED  
 FE2460* NAVD 88     -                                                        
 FE2460  ___________________________________________________________________
 FE2460  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FE2460  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE2460
 FE2460  HORZ ORDER  -  THIRD
 FE2460
 FE2460.The horizontal coordinates were established by classical geodetic methods
 FE2460.and adjusted by the National Geodetic Survey in April 1999..
 FE2460
 FE2460
 FE2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2460
 FE2460.The geoid height was determined by GEOID03.
 FE2460
 FE2460;                    North         East     Units Scale Factor Converg.
 FE2460;SPC TN       -   177,576.754   291,939.343   MT  0.99994880   -1 59 52.4
 FE2460;SPC TN       -   582,599.73    957,804.33   sFT  0.99994880   -1 59 52.4
 FE2460;UTM  16      - 3,973,931.260   282,221.867   MT  1.00018444   -1 24 53.1
 FE2460
 FE2460                          SUPERSEDED SURVEY CONTROL
 FE2460
 FE2460  NAD 83(1995)-  35 53 07.60495(N)    089 24 45.43597(W) AD(       ) 4
 FE2460  NAD 83(1986)-  35 53 07.61101(N)    089 24 45.43547(W) AD(       ) 4
 FE2460  NAD 27      -  35 53 07.34400(N)    089 24 45.17300(W) AD(       ) 3
 FE2460
 FE2460.Superseded values are not recommended for survey control.
 FE2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2460.See file dsdata.txt to determine how the superseded data were derived.
 FE2460
 FE2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8222273931(NAD 83)
 FE2460_MARKER: 63 = STACK
 FE2460
 FE2460  HISTORY     - Date     Condition        Report By
 FE2460  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2460
 FE2460                          STATION DESCRIPTION
 FE2460
 FE2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2460'THE STATION IS THE CENTER OF THE TOP OF THE STACK. IT IS A RED BRICK,
 FE2460'ROUND STACK ABOUT 75 FEET HIGH AND IS LOCATED ABOUT 1 MILE
 FE2460'NORTHWEST OF HALLS AT THE OLD ABANDONED ARMY BASE. THE SURROUNDING
 FE2460'BUILDINGS HAVE BEEN DEMOLISHED AND THE STACK IS STANDING ALONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0379 ***********************************************************************
 EE0379  DESIGNATION -  HAM
 EE0379  PID         -  EE0379
 EE0379  STATE/COUNTY-  TN/HAMILTON
 EE0379  USGS QUAD   -  HOOKER (1982)
 EE0379
 EE0379                         *CURRENT SURVEY CONTROL
 EE0379  ___________________________________________________________________
 EE0379* NAD 83(1995)-  34 59 09.68324(N)    085 24 08.09636(W)     ADJUSTED  
 EE0379* NAVD 88     -       245.056  (meters)     803.99   (feet)  ADJUSTED  
 EE0379  ___________________________________________________________________
 EE0379  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EE0379  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0379  DYNAMIC HT  -         244.814 (meters)     803.19  (feet)  COMP
 EE0379  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EE0379
 EE0379  HORZ ORDER  -  SECOND
 EE0379  VERT ORDER  -  FIRST     CLASS II
 EE0379
 EE0379.The horizontal coordinates were established by classical geodetic methods
 EE0379.and adjusted by the National Geodetic Survey in April 1999..
 EE0379
 EE0379.The orthometric height was determined by differential leveling
 EE0379.and adjusted by the National Geodetic Survey in June 1991..
 EE0379
 EE0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE0379
 EE0379.The geoid height was determined by GEOID03.
 EE0379
 EE0379.The dynamic height is computed by dividing the NAVD 88
 EE0379.geopotential number by the normal gravity value computed on the
 EE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0379.degrees latitude (g = 980.6199 gals.).
 EE0379
 EE0379.The modeled gravity was interpolated from observed gravity values.
 EE0379
 EE0379;                    North         East     Units Scale Factor Converg.
 EE0379;SPC TN       -    72,584.122   654,579.648   MT  1.00005707   +0 20 59.8
 EE0379;SPC TN       -   238,136.41  2,147,566.73   sFT  1.00005707   +0 20 59.8
 EE0379;SPC GA W     -   553,571.082   587,195.036   MT  1.00005678   -0 42 30.7
 EE0379;SPC GA W     - 1,816,174.46  1,926,489.05   sFT  1.00005678   -0 42 30.7
 EE0379;UTM  16      - 3,872,659.104   645,828.739   MT  0.99986210   +0 54 58.6
 EE0379
 EE0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE0379!SPC TN       -   0.99996615  x   1.00005707  =   1.00002321
 EE0379!SPC GA W     -   0.99996615  x   1.00005678  =   1.00002292
 EE0379!UTM  16      -   0.99996615  x   0.99986210  =   0.99982825
 EE0379
 EE0379:                Primary Azimuth Mark                     Grid Az
 EE0379:SPC TN       -  LOOKOUT MOUNTAIN HOTEL SPIRE             131 42 10.6
 EE0379:SPC GA W     -  LOOKOUT MOUNTAIN HOTEL SPIRE             132 45 41.1
 EE0379:UTM  16      -  LOOKOUT MOUNTAIN HOTEL SPIRE             131 08 11.8
 EE0379
 EE0379|---------------------------------------------------------------------|
 EE0379| PID    Reference Object                     Distance      Geod. Az  |
 EE0379|                                                           dddmmss.s |
 EE0379| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 3.4 KM 1320310.4 |
 EE0379| EE0380 HAM RM 1                             14.082 METERS 21913     |
 EE0379| EE0378 HAM RM 2                             14.021 METERS 31530     |
 EE0379| EE2089 DRY                                 APPROX. 1.8 KM 3253324.3 |
 EE0379|---------------------------------------------------------------------|
 EE0379
 EE0379                          SUPERSEDED SURVEY CONTROL
 EE0379
 EE0379  NAD 83(1995)-  34 59 09.68327(N)    085 24 08.09705(W) AD(       ) 2
 EE0379  NAD 83(1995)-  34 59 09.68369(N)    085 24 08.09822(W) AD(       ) 2
 EE0379  NAD 83(1995)-  34 59 09.68432(N)    085 24 08.09627(W) AD(       ) 2
 EE0379  NAD 83(1986)-  34 59 09.68456(N)    085 24 08.09594(W) AD(       ) 2
 EE0379  NAD 27      -  34 59 09.41320(N)    085 24 08.24160(W) AD(       ) 2
 EE0379  NGVD 29 (??/??/92)  245.071  (m)          804.04   (f) ADJ UNCH    1 2
 EE0379
 EE0379.Superseded values are not recommended for survey control.
 EE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0379.See file dsdata.txt to determine how the superseded data were derived.
 EE0379
 EE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4582972659(NAD 83)
 EE0379_MARKER: DE = TRAVERSE STATION DISK
 EE0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0379_STAMPING: HAM 1962
 EE0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0379+STABILITY: SURFACE MOTION
 EE0379
 EE0379  HISTORY     - Date     Condition        Report By
 EE0379  HISTORY     - 1962     MONUMENTED       CGS
 EE0379  HISTORY     - 1962     GOOD             CGS
 EE0379  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0379
 EE0379                          STATION DESCRIPTION
 EE0379
 EE0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE0379'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF TIFTONIA, ABOUT 100
 EE0379'YARDS NORTH OF THE TENNESSEE-GEORGIA STATE LINE AND ABOUT 100 YARDS
 EE0379'SOUTH OF THE N.C. AND ST. L. RAILROAD TRACKS ON THE RAILROAD
 EE0379'PROPERTY.
 EE0379'
 EE0379'TO REACH THE STATION FROM THE TENNESSEE-GEORGIA STATE LINE ON U.S.
 EE0379'HIGHWAY 11, SOUTHWEST OF CHATTANOOGA, GO SOUTH ON U.S. HIGHWAY 11
 EE0379'FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER PASSING UNDER
 EE0379'A RAILROAD UNDERPASS, TURN RIGHT AND FOLLOW THE TRACK ROAD FOR
 EE0379'0.5 MILE TO THE STATION ON THE RIGHT.
 EE0379'
 EE0379'THE STATION IS 19 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A TRACK
 EE0379'ROAD, 7 FEET NORTHWEST OF A 10-INCH PINE TREE AND 3.4 FEET NORTHWEST
 EE0379'OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE MARK SET IN A
 EE0379'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED HAM 1962.
 EE0379'
 EE0379'REFERENCE MARK NO. 1 IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 EE0379'OF A TRACK ROAD AND 8 FEET NORTHWEST OF A 12-INCH PINE TREE.  IT IS A
 EE0379'STANDARD MARK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING
 EE0379'2-INCHES, AND THE DISK IS STAMPED HAM NO 1 1962.
 EE0379'
 EE0379'REFERENCE MARK NO. 2 IS 15 FEET NORTHWEST OF THE APPROXIMATE CENTER
 EE0379'OF A TRACK ROAD.  IT IS A STANDARD MARK SET IN A SQUARE CONCRETE
 EE0379'MONUMENT, PROJECTING 3-INCHES, AND THE DISK IS STAMPED HAM NO 2
 EE0379'1962.
 EE0379'
 EE0379'TRAVERSE STATION DRY WILL SERVE AS AN AZIMUTH.
 EE0379'IT IS LOCATED ABOUT 6-3/4 MILES SOUTHWEST OF DOWNTOWN
 EE0379'CHATTANOOGA, ABOUT 3-1/2 MILES WEST OF LOOKOUT MOUNTAIN AND ABOUT 1
 EE0379'MILE NORTH OF THE GEORGIA-TENNESSEE STATE LINE ON THE PROPERTY OF
 EE0379'HIAWASSEE LAND CO.
 EE0379'IT IS 26 FEET SOUTHEAST OF A 12-INCH TREE, 26 FEET NORTHEAST
 EE0379'OF A 14-INCH TREE, 21 FEET SOUTH OF AN 18-INCH TREE AND 1.7 FEET
 EE0379'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 EE0379'SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 5-INCHES, AND IS
 EE0379'STAMPED DRY 1962.
 EE0379'
 EE0379'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 EE0379
 EE0379                          STATION RECOVERY (1962)
 EE0379
 EE0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 EE0379'3 MI SW FROM TIFTONIA.
 EE0379'TO REACH THE STATION FROM THE TENNESSEE-GEORGIA STATE LINE ON
 EE0379'U.S. HIGHWAY 11, SOUTHWEST OF TIFTONIA, GO SOUTH ON U.S. HIGHWAY
 EE0379'11 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER PASSING
 EE0379'UNDER A RAILROAD UNDERPASS, TURN RIGHT AND FOLLOW THE TRACK
 EE0379'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT, 19 FEET NORTHEAST
 EE0379'OF THE CENTER OF A TRACK ROAD, 7 FEET NORTHWEST OF A 10 INCH
 EE0379'PINE TREE AND 3.4 FEET NORTHWEST OF A METAL WITNESS POST.  A
 EE0379'STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EE0379'GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 EE0379
 EE0379                          STATION RECOVERY (1983)
 EE0379
 EE0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0379'NOT RECOVERED, STATION IS LOCATED ON PRIVATE PROPERTY AND COULD NOT
 EE0379'LOCATE OWNER FOR PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0380 ***********************************************************************
 EE0380  DESIGNATION -  HAM RM 1
 EE0380  PID         -  EE0380
 EE0380  STATE/COUNTY-  TN/HAMILTON
 EE0380  USGS QUAD   -  HOOKER (1982)
 EE0380
 EE0380                         *CURRENT SURVEY CONTROL
 EE0380  ___________________________________________________________________
 EE0380* NAD 83(1986)-  34 59 09.     (N)    085 24 08.     (W)     SCALED    
 EE0380* NAVD 88     -       245.697  (meters)     806.09   (feet)  ADJUSTED  
 EE0380  ___________________________________________________________________
 EE0380  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0380  DYNAMIC HT  -         245.454 (meters)     805.29  (feet)  COMP
 EE0380  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EE0380
 EE0380  VERT ORDER  -  FIRST     CLASS II
 EE0380
 EE0380.The horizontal coordinates were scaled from a topographic map and have
 EE0380.an estimated accuracy of +/- 6 seconds.
 EE0380
 EE0380.The orthometric height was determined by differential leveling
 EE0380.and adjusted by the National Geodetic Survey in June 1991..
 EE0380
 EE0380.The geoid height was determined by GEOID03.
 EE0380
 EE0380.The dynamic height is computed by dividing the NAVD 88
 EE0380.geopotential number by the normal gravity value computed on the
 EE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0380.degrees latitude (g = 980.6199 gals.).
 EE0380
 EE0380.The modeled gravity was interpolated from observed gravity values.
 EE0380
 EE0380;                    North         East    Units  Estimated Accuracy
 EE0380;SPC TN       -    72,560.      654,580.      MT  (+/- 180 meters Scaled)
 EE0380
 EE0380                          SUPERSEDED SURVEY CONTROL
 EE0380
 EE0380  NGVD 29 (??/??/92)  245.712  (m)          806.14   (f) ADJ UNCH    1 2
 EE0380
 EE0380.Superseded values are not recommended for survey control.
 EE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0380.See file dsdata.txt to determine how the superseded data were derived.
 EE0380
 EE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD458726(NAD 83)
 EE0380_MARKER: DR = REFERENCE MARK DISK
 EE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0380_STAMPING: HAM NO 1 1962
 EE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0380+STABILITY: SURFACE MOTION
 EE0380
 EE0380  HISTORY     - Date     Condition        Report By
 EE0380  HISTORY     - 1962     MONUMENTED       CGS
 EE0380  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0380
 EE0380                          STATION DESCRIPTION
 EE0380
 EE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0380'3 MI SW FROM TIFTONIA.
 EE0380'THE MARK IS LOCATED AT THE HAM STATION SITE, 46.2 SOUTHWEST OF
 EE0380'THE STATION, 27 FEET SOUTH OF THE CENTER OF THE TRACKROAD, 8 FEET
 EE0380'NORTHWEST OF A 12 INCH PINE TREE, 6 FEET NORTHWEST OF A 6 INCH
 EE0380'OAK TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 EE0380'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 EE0380
 EE0380                          STATION RECOVERY (1983)
 EE0380
 EE0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0380'NOT RECOVERED, ON PRIVATE PROPERTY, COULD NOT LOCATE PROPERTY OWNER
 EE0380'FOR PERMISSION TO SEARCH FOR MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0378 ***********************************************************************
 EE0378  DESIGNATION -  HAM RM 2
 EE0378  PID         -  EE0378
 EE0378  STATE/COUNTY-  TN/HAMILTON
 EE0378  USGS QUAD   -  HOOKER (1982)
 EE0378
 EE0378                         *CURRENT SURVEY CONTROL
 EE0378  ___________________________________________________________________
 EE0378* NAD 83(1986)-  34 59 09.     (N)    085 24 08.     (W)     SCALED    
 EE0378* NAVD 88     -       245.536  (meters)     805.56   (feet)  ADJUSTED  
 EE0378  ___________________________________________________________________
 EE0378  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0378  DYNAMIC HT  -         245.293 (meters)     804.77  (feet)  COMP
 EE0378  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EE0378
 EE0378  VERT ORDER  -  FIRST     CLASS II
 EE0378
 EE0378.The horizontal coordinates were scaled from a topographic map and have
 EE0378.an estimated accuracy of +/- 6 seconds.
 EE0378
 EE0378.The orthometric height was determined by differential leveling
 EE0378.and adjusted by the National Geodetic Survey in June 1991..
 EE0378
 EE0378.The geoid height was determined by GEOID03.
 EE0378
 EE0378.The dynamic height is computed by dividing the NAVD 88
 EE0378.geopotential number by the normal gravity value computed on the
 EE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0378.degrees latitude (g = 980.6199 gals.).
 EE0378
 EE0378.The modeled gravity was interpolated from observed gravity values.
 EE0378
 EE0378;                    North         East    Units  Estimated Accuracy
 EE0378;SPC TN       -    72,560.      654,580.      MT  (+/- 180 meters Scaled)
 EE0378
 EE0378                          SUPERSEDED SURVEY CONTROL
 EE0378
 EE0378  NGVD 29 (??/??/92)  245.551  (m)          805.61   (f) ADJ UNCH    1 2
 EE0378
 EE0378.Superseded values are not recommended for survey control.
 EE0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0378.See file dsdata.txt to determine how the superseded data were derived.
 EE0378
 EE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD458726(NAD 83)
 EE0378_MARKER: DR = REFERENCE MARK DISK
 EE0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0378_STAMPING: HAM NO 2 1962
 EE0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0378+STABILITY: SURFACE MOTION
 EE0378
 EE0378  HISTORY     - Date     Condition        Report By
 EE0378  HISTORY     - 1962     MONUMENTED       CGS
 EE0378  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0378
 EE0378                          STATION DESCRIPTION
 EE0378
 EE0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0378'3 MI SW FROM TIFTONIA.
 EE0378'THE MARK IS LOCATED AT THE HAM STATION SITE, 46.0 FEET NORTHWEST
 EE0378'OF THE STATION, 15 FEET NORTHWEST OF THE CENTER OF A TRACK
 EE0378'ROAD.  A STANDARD DISK SET IN THE TOP OF CONCRETE POST PROJECTING
 EE0378'2 INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK ROAD.
 EE0378
 EE0378                          STATION RECOVERY (1983)
 EE0378
 EE0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0378'NOT RECOVERED, ON PRIVATE PROPERTY, COULD NOT LOCATE PROPERTY OWNER
 EE0378'FOR PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2567 ***********************************************************************
 GC2567  DESIGNATION -  HAMBLE
 GC2567  PID         -  GC2567
 GC2567  STATE/COUNTY-  TN/DICKSON
 GC2567  USGS QUAD   -  CUMBERLAND FURNACE (1983)
 GC2567
 GC2567                         *CURRENT SURVEY CONTROL
 GC2567  ___________________________________________________________________
 GC2567* NAD 83(1995)-  36 17 35.75243(N)    087 18 17.13340(W)     ADJUSTED  
 GC2567* NAVD 88     -       217.66   (+/-2cm)     714.1    (feet)  VERTCON   
 GC2567  ___________________________________________________________________
 GC2567  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GC2567  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC2567
 GC2567  HORZ ORDER  -  SECOND
 GC2567  VERT ORDER  -  THIRD ? (See Below)
 GC2567
 GC2567.The horizontal coordinates were established by classical geodetic methods
 GC2567.and adjusted by the National Geodetic Survey in April 1999..
 GC2567
 GC2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2567.The vertical order pertains to the NGVD 29 superseded value.
 GC2567
 GC2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2567
 GC2567.The geoid height was determined by GEOID03.
 GC2567
 GC2567;                    North         East     Units Scale Factor Converg.
 GC2567;SPC TN       -   218,236.674   482,800.960   MT  0.99998044   -0 45 49.9
 GC2567;SPC TN       -   715,998.15  1,583,989.48   sFT  0.99998044   -0 45 49.9
 GC2567;UTM  16      - 4,016,519.657   472,634.788   MT  0.99960923   -0 10 49.4
 GC2567
 GC2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2567!SPC TN       -   0.99997042  x   0.99998044  =   0.99995086
 GC2567!UTM  16      -   0.99997042  x   0.99960923  =   0.99957966
 GC2567
 GC2567|---------------------------------------------------------------------|
 GC2567| PID    Reference Object                     Distance      Geod. Az  |
 GC2567|                                                           dddmmss.s |
 GC2567| CG5966 HAMBLE RM 1                          33.918 METERS 02921     |
 GC2567| CG5967 HAMBLE RM 2                          44.955 METERS 11811     |
 GC2567| CG5965 HAMBLE AZ MK                                       1543802.9 |
 GC2567|---------------------------------------------------------------------|
 GC2567
 GC2567                          SUPERSEDED SURVEY CONTROL
 GC2567
 GC2567  NAD 83(1995)-  36 17 35.75366(N)    087 18 17.13571(W) AD(       ) 2
 GC2567  NAD 83(1995)-  36 17 35.75597(N)    087 18 17.13713(W) AD(       ) 2
 GC2567  NAD 83(1986)-  36 17 35.76222(N)    087 18 17.13653(W) AD(       ) 2
 GC2567  NAD 27      -  36 17 35.56400(N)    087 18 17.10900(W) AD(       ) 2
 GC2567  NGVD 29 (07/19/86)  217.70   (m)          714.2    (f) LEVELING    3  
 GC2567
 GC2567.Superseded values are not recommended for survey control.
 GC2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2567.See file dsdata.txt to determine how the superseded data were derived.
 GC2567
 GC2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7263516520(NAD 83)
 GC2567_MARKER: DS = TRIANGULATION STATION DISK
 GC2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2567
 GC2567  HISTORY     - Date     Condition        Report By
 GC2567  HISTORY     - 1934     MONUMENTED       CGS
 GC2567  HISTORY     - 1953     GOOD             CGS
 GC2567
 GC2567                          STATION DESCRIPTION
 GC2567
 GC2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2567'ABOUT 3-1/2 MILES NORTHEAST OF CUMBERLAND FURNACE, ON LOW HILL AT
 GC2567'WEST END OF SMALL RIDGE, ON PROPERTY OF MRS. RUFUS SCHMITTON, IN
 GC2567'EASTERN PART OF FIELD AND ORCHARD, 167.4 FEET WEST OF CENTER OF ROAD,
 GC2567'AND ABOUT 60 FEET NORTH OF 10-INCH APPLE TREE. TO REACH
 GC2567'FROM CUMBERLAND FURNACE, FOLLOW STATE ROUTE 48 SOUTH 1.8 MILES, TURN
 GC2567'LEFT ONTO DIRT ROAD AND FOLLOW MAIN ROAD 4.7 MILES, BEAR LEFT
 GC2567'ONTO T-ROAD AT OLD BARN AND CONTINUE 0.4 MILE TO TOP OF GRADE AND
 GC2567'STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC2567'IN CONCRETE. UPPER MARK IS 10 INCHES BELOW
 GC2567'SURFACE OF GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2567'DISKS IN CONCRETE.  NO. 1 IS ON EDGE OF THICKET AND
 GC2567'112.49 FEET FROM STATION.  NO. 2 IS ON WEST
 GC2567'SIDE OF ROAD, ON EAST FENCE LINE, AND 147.49 FEET FROM STATION.
 GC2567'AZIMUTH MARK IS ON WEST SIDE OF MAIN
 GC2567'SLAYDEN ROAD, 250 YARDS NORTHEAST OF T-ROAD WEST, 100 FEET
 GC2567'SOUTHWEST OF LARGE OAK TREE, 12 FEET NORTHWEST OF CENTER
 GC2567'LINE OF ROAD, 2 FEET INSIDE FENCE, AND 0.45 MILE FROM STATION.
 GC2567
 GC2567                          STATION RECOVERY (1953)
 GC2567
 GC2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2567'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GC2567'DISTANCE TO AZIMUTH MARK AND REFERENCE MARK NO. 2 CHECKED.
 GC2567'DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK. DIRECTION TO THE
 GC2567'REFERENCE MARKS CHECKED. DIRECTION TO THE AZIMUTH MARK FAILED
 GC2567'TO CHECK. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2567'
 GC2567'STATION IS LOCATED 8 MILES NORTH OF CHARLOTTE, 3-1/2 MILES NORTHEAST
 GC2567'OF CUMBERLAND FURNACE, ON PROPERTY OWNED BY LESTER WATKINS.
 GC2567'IT IS 167 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 25 FEET EAST
 GC2567'OF A 10 INCH PEAR TREE. THE MARK IS 8 INCHES BELOW THE
 GC2567'SURFACE AND THE DISK IS STAMPED HAMBLE 1934.
 GC2567'
 GC2567'REFERENCE MARK NO. 1 IS 111.28 FEET NORTHEAST OF THE STATION. IT IS
 GC2567'125 FEET WEST OF THE CENTER OF THE GRAVEL ROAD. THE MARK
 GC2567'PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMBLE NO 1 1934.
 GC2567'
 GC2567'REFERENCE MARK NO. 2 IS 147.49 FEET SOUTHEAST OF THE STATION. IT IS
 GC2567'18 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF
 GC2567'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE. THE MARK
 GC2567'PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMBLE NO 2 1934
 GC2567'
 GC2567'AZIMUTH MARK IS 0.45 MILE SOUTHEAST OF THE STATION. IT IS 15 FEET
 GC2567'NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTHEAST
 GC2567'OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2567'STAMPED HAMBLE AZI 1934.
 GC2567'
 GC2567'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND
 GC2567'48 IN CHARLOTTE, GO NORTH ON HIGHWAY 48 FOR 4.2 MILES TO A PAVED
 GC2567'CROSSROAD, TURN RIGHT AND GO 2.9 MILES TO THE VILLAGE OF STAYTON.
 GC2567'CONTINUE FOR 0.7 MILE TO A FORK. TAKE LEFT FORK AND GO 1.1
 GC2567'MILE TO A FORK(*). TAKE LEFT FORK AND GO 0.4 MILE TO THE STATION ON
 GC2567'THE LEFT AS DESCRIBED.
 GC2567'
 GC2567'(*) FROM THIS FORK GO RIGHT FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GC2567'LEFT AS DESCRIBED.
 GC2567'
 GC2567'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1502 ***********************************************************************
 FD1502  DESIGNATION -  HAMILTON
 FD1502  PID         -  FD1502
 FD1502  STATE/COUNTY-  TN/WILLIAMSON
 FD1502  USGS QUAD   -  FAIRVIEW (1951)
 FD1502
 FD1502                         *CURRENT SURVEY CONTROL
 FD1502  ___________________________________________________________________
 FD1502* NAD 83(1995)-  35 53 05.24670(N)    087 07 21.15104(W)     ADJUSTED  
 FD1502* NAVD 88     -       301.2    (meters)     988.     (feet)  VERTCON   
 FD1502  ___________________________________________________________________
 FD1502  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FD1502  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1502
 FD1502  HORZ ORDER  -  FIRST
 FD1502
 FD1502.The horizontal coordinates were established by classical geodetic methods
 FD1502.and adjusted by the National Geodetic Survey in April 1999..
 FD1502
 FD1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1502
 FD1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1502
 FD1502.The geoid height was determined by GEOID03.
 FD1502
 FD1502;                    North         East     Units Scale Factor Converg.
 FD1502;SPC TN       -   172,713.957   498,647.882   MT  0.99994879   -0 39 25.9
 FD1502;SPC TN       -   566,645.71  1,635,980.59   sFT  0.99994879   -0 39 25.9
 FD1502;UTM  16      - 3,971,177.119   488,939.541   MT  0.99960151   -0 04 18.6
 FD1502
 FD1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1502!SPC TN       -   0.99995720  x   0.99994879  =   0.99990599
 FD1502!UTM  16      -   0.99995720  x   0.99960151  =   0.99955872
 FD1502
 FD1502|---------------------------------------------------------------------|
 FD1502| PID    Reference Object                     Distance      Geod. Az  |
 FD1502|                                                           dddmmss.s |
 FD1502| CG5969 HAMILTON RM 1                        38.587 METERS 04004     |
 FD1502| CG5971 HAMILTON RM 3                        24.593 METERS 06911     |
 FD1502| CG5968 HAMILTON AZ MK                                     0704105.6 |
 FD1502| CG5973 HAMILTON RM 5                        26.941 METERS 07320     |
 FD1502| FD1504 HAMILTON RM 6                        32.484 METERS 19645     |
 FD1502| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.14.1 KM 2933403.0 |
 FD1502| CG5970 HAMILTON RM 2                        30.190 METERS 30653     |
 FD1502| CG5972 HAMILTON RM 4                        23.048 METERS 32238     |
 FD1502|---------------------------------------------------------------------|
 FD1502
 FD1502                          SUPERSEDED SURVEY CONTROL
 FD1502
 FD1502  NAD 83(1995)-  35 53 05.24804(N)    087 07 21.15391(W) AD(       ) 1
 FD1502  NAD 83(1986)-  35 53 05.25793(N)    087 07 21.15399(W) AD(       ) 1
 FD1502  NAD 27      -  35 53 05.02200(N)    087 07 21.13000(W) AD(       ) 1
 FD1502  NGVD 29 (07/19/86)  301.2    (m)          988.     (f) VERT ANG       
 FD1502
 FD1502.Superseded values are not recommended for survey control.
 FD1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1502.See file dsdata.txt to determine how the superseded data were derived.
 FD1502
 FD1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8894071177(NAD 83)
 FD1502_MARKER: DS = TRIANGULATION STATION DISK
 FD1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1502
 FD1502  HISTORY     - Date     Condition        Report By
 FD1502  HISTORY     - 1933     MONUMENTED       CGS
 FD1502  HISTORY     - 1953     GOOD             CGS
 FD1502  HISTORY     - 1970     GOOD             NGS
 FD1502
 FD1502                          STATION DESCRIPTION
 FD1502
 FD1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1502'ABOUT 13 MILES WEST-SOUTHWEST OF FRANKLIN, 7.25 MILES AIRLINE WEST OF
 FD1502'HILLSBORO, 5.5
 FD1502'MILES AIRLINE SOUTH- SOUTHWEST OF FERNVALE STORE, AND
 FD1502'ON LAND OWNED BY CORA HAMILTON.
 FD1502'TO REACH FROM FRANKLIN, FOLLOW
 FD1502'IMPROVED ROAD-TO-ROAD INTERSECTION AND BANK AT
 FD1502'HILLSBORO, GO
 FD1502'SOUTHWEST 1.1 MILES TO GRAVEL ROAD TO RIGHT (PINEWOOD ROAD), TURN
 FD1502'RIGHT, GO 4.75
 FD1502'MILES TO SIDE ROAD TO LEFT, AND THEN KEEP STRAIGHT
 FD1502'AHEAD 2.5 MILES TO STATION SITE.
 FD1502'STATION IS ACROSS ROAD SOUTH OF
 FD1502'HOUSE IN FIELD, 47 FEET EAST OF T INTERSECTION OF
 FD1502'ROAD, 35 FEET EAST
 FD1502'OF FENCE LINE, 13.5 FEET SOUTH OF FENCE LINE, 32.5 FEET
 FD1502'NORTH-NORTHEAST
 FD1502'OF LARGE OAK TREE, AND 31 FEET SOUTH OF CENTER LINE
 FD1502'OF ROAD.  SURFACE AND UNDERGROUND
 FD1502'MARKS ARE STANDARD STATION DISKS IN
 FD1502'CONCRETE.  UPPER MARK IS 10 INCHES
 FD1502'BELOW SURFACE OF
 FD1502'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1502'CONCRETE.
 FD1502'REFERENCE MARK NO 1, PROJECTING 8 INCHES ABOVE
 FD1502'GROUND, IS 44 FEET NORTH OF
 FD1502'CENTER LINE OF ROAD, 6 FEET WEST OF WIRE
 FD1502'FENCE CORNER, 2.5 FEET SOUTH OF FENCE LINE,
 FD1502'AND 126.60 FEET FROM
 FD1502'STATION N 40 DEG 05 MIN E.  REFERENCE MARK NO 2,
 FD1502'PROJECTING 10
 FD1502'INCHES ABOVE GROUND, IS 39 FEET NORTH OF CENTER LINE OF ROAD, 10
 FD1502'FEET WEST OF FENCE
 FD1502'CORNER IN FRONT OF HOUSE, 1 FOOT SOUTH OF BOARD
 FD1502'FENCE LINE, AND 99.05 FEET FROM  STATION N 55 DEG 08 MIN W.
 FD1502'AZIMUTH MARK, PROJECTING 10 INCHES ABOVE GROUND,
 FD1502'IS 27 FEET NORTH OF
 FD1502'PINEWOOD ROAD, 25 FEET EAST OF OLD WAGON TRAIL LEADING
 FD1502'NORTH-NORTHEAST,
 FD1502'5 FEET WEST OF SOUTHWEST RAIL-FENCE CORNER, AND
 FD1502'ABOUT 0.35 MILE FROM STATION.
 FD1502
 FD1502                          STATION RECOVERY (1953)
 FD1502
 FD1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1502'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FD1502'CONDITION.  THE DISTANCES
 FD1502'AND DIRECTIONS TO REFERENCE MARK NO 1 AND THE AZIMUTH MARK
 FD1502'CHECKED.  THE DISTANCE TO
 FD1502'REFERENCE MARK NO 2 CHECKED BUT THE
 FD1502'DIRECTION DID NOT CHECK.  REFERENCE MARKS NO
 FD1502'1 AND NO 2 WERE
 FD1502'DESTROYED AT THE REQUEST OF L C DUGAN WHO NOW OWNS THE
 FD1502'PROPERTY.
 FD1502'REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED BY THIS PARTY.  THE
 FD1502'FOLLOWING
 FD1502'INFORMATION WAS ADDED TO THE ORIGINAL DESCRIPTION-
 FD1502'
 FD1502'STATION MARK IS 90 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 37
 FD1502'FEET SOUTH OF THE CENTER OF
 FD1502'A GRAVEL ROAD AND 13 FEET SOUTH OF A FENCE AND WHITE
 FD1502'WITNESS POST.  THE MARK IS 6 INCHES
 FD1502'UNDERGROUND AND THE DISK IS
 FD1502'STAMPED HAMILTON 1933.
 FD1502'
 FD1502'REFERENCE MARK NO 3 IS 37 FEET NORTH OF A POWER POLE, 23 FEET SOUTH
 FD1502'OF THE CENTER OF THE
 FD1502'ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 FD1502'ABOUT 3 INCHES AND THE DISK IS
 FD1502'STAMPED HAMILTON NO 3 1933.
 FD1502'
 FD1502'REFERENCE MARK NO 4 IS 36 FEET NORTH OF THE CENTER OF THE ROAD AND 15
 FD1502'FEET EAST OF THE CENTER OF A
 FD1502'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 FD1502'STAMPED HAMILTON NO 4 1933.
 FD1502'
 FD1502'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET
 FD1502'EAST OF A WOODS ROAD AND 2
 FD1502'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 FD1502'PROJECTS ABOUT 6 INCHES AND THE
 FD1502'DISK IS STAMPED HAMILTON AZIMUTH
 FD1502'1933.
 FD1502'
 FD1502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100,
 FD1502'ABOUT 2 MILES SOUTH OF
 FD1502'BON AQUA, GO EAST ON HIGHWAY 100 FOR 5.4 MILES TO A
 FD1502'GRAVEL CROSSROAD.  TURN RIGHT AND
 FD1502'GO SOUTH FOR 0.1 MILE TO A GRAVEL
 FD1502'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 7.2 MILES
 FD1502'TO MR DUGANS
 FD1502'FARM BUILDINGS AND THE STATION ON THE LEFT.  CONTINUE ON
 FD1502'THE GRAVEL ROAD
 FD1502'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FD1502'
 FD1502'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK-
 FD1502'
 FD1502'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1502
 FD1502                          STATION RECOVERY (1970)
 FD1502
 FD1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1502'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 FD1502'IN GOOD CONDITION.  REFERENCE MARKS NUMBERS 3 AND 4 HAVE BEEN
 FD1502'DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS NUMBERS 5
 FD1502'AND 6 WERE ESTABLISHED AT THIS TIME.  REFERENCE MARK 6 WAS
 FD1502'OCCUPIED DUE TO THE STATION BEING TO CLOSE TO A POWER LINE TO
 FD1502'BUILD A TOWER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FD1502'
 FD1502'THE STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF CENTERVILLE, 7
 FD1502'MILES SOUTH OF FAIRVIEW, 7 MILES WEST OF HILLSBORO AND ON PROPERTY
 FD1502'OWNED BY MRS. ADDIE DUGAN OF BENDING CHESTNUT, TENNESSEE.
 FD1502'
 FD1502'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR HAMILTON RM
 FD1502'6 1970.
 FD1502'
 FD1502'THE STATION MARK IS A STANDARD DISK STAMPED HAMILTON 1933, SET IN THE
 FD1502'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 FD1502'IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 56.5 FEET NORTHWEST OF
 FD1502'POWER POLE NUMBER 87, 34 FEET SOUTH OF THE CENTER OF THE
 FD1502'SURFACED ROAD, 33 FEET EAST OF A FENCE CORNER AND 9 FEET SOUTH
 FD1502'OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A EAST-WEST
 FD1502'FENCE.
 FD1502'
 FD1502'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HAMILTON 1933 NO 5 1970,
 FD1502'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FD1502'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET EAST
 FD1502'OF THE METAL WITNESS POST WITH SIGN ATTACHED, 36.5 FEET NORTH OF
 FD1502'POWER POLE NUMBER 88, 25 FEET SOUTH OF THE CENTER OF THE SURFACED
 FD1502'ROAD AND 1 FOOT SOUTH OF THE FENCE.
 FD1502'
 FD1502'REFERENCE MARK 6 IS STANDARD DISK STAMPED HAMILTON 1933 NO 6 1970,
 FD1502'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 18 INCHES IN
 FD1502'DIAMETER AND IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 117 FEET
 FD1502'SOUTH OF THE METAL WITNESS POST WITH SIGN ATTACHED, 60 FEET SOUTH
 FD1502'OF POWER POLE NUMBER 87, 46 FEET WEST OF THE NORTHWEST CORNER OF AN
 FD1502'OLD BARN AND 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 FD1502'
 FD1502'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HAMILTON
 FD1502'AZIMUTH 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FD1502'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 FD1502'IT IS 41 FEET NORTH OF THE CENTER OF THE SURFACED ROAD, 31 FEET
 FD1502'EAST OF THE CENTER OF A WOODS ROAD AND 25 FEET WEST OF A DOUBLE
 FD1502'TRUNKED OAK TREE.
 FD1502'
 FD1502'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 FD1502'
 FD1502'NOTE--AN UNDER-GROUND MARK WAS SET FOR RM 6.
 FD1502'
 FD1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 FD1502'HILLSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1504 ***********************************************************************
 FD1504  CBN         -  This is a Cooperative Base Network Control Station.
 FD1504  DESIGNATION -  HAMILTON RM 6
 FD1504  PID         -  FD1504
 FD1504  STATE/COUNTY-  TN/WILLIAMSON
 FD1504  USGS QUAD   -  FAIRVIEW (1951)
 FD1504
 FD1504                         *CURRENT SURVEY CONTROL
 FD1504  ___________________________________________________________________
 FD1504* NAD 83(1995)-  35 53 04.23746(N)    087 07 21.52428(W)     ADJUSTED  
 FD1504* NAVD 88     -       302.1    (meters)     991.     (feet)  GPS OBS   
 FD1504  ___________________________________________________________________
 FD1504  X           -     259,712.554 (meters)                     COMP
 FD1504  Y           -  -5,167,219.546 (meters)                     COMP
 FD1504  Z           -   3,717,977.361 (meters)                     COMP
 FD1504  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FD1504  ELLIP HEIGHT-         273.66  (meters)          (12/14/95) GPS OBS
 FD1504  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1504
 FD1504  HORZ ORDER  -  B
 FD1504  ELLP ORDER  -  FIRST     CLASS II
 FD1504
 FD1504.The horizontal coordinates were established by GPS observations
 FD1504.and adjusted by the National Geodetic Survey in December 1995..
 FD1504
 FD1504.The orthometric height was determined by GPS observations and a
 FD1504.high-resolution geoid model.
 FD1504
 FD1504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1504
 FD1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1504
 FD1504.The ellipsoidal height was determined by GPS observations
 FD1504.and is referenced to NAD 83.
 FD1504
 FD1504.The geoid height was determined by GEOID03.
 FD1504
 FD1504;                    North         East     Units Scale Factor Converg.
 FD1504;SPC TN       -   172,682.962   498,638.165   MT  0.99994879   -0 39 26.1
 FD1504;SPC TN       -   566,544.02  1,635,948.71   sFT  0.99994879   -0 39 26.1
 FD1504;UTM  16      - 3,971,146.037   488,930.144   MT  0.99960151   -0 04 18.8
 FD1504
 FD1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1504!SPC TN       -   0.99995705  x   0.99994879  =   0.99990584
 FD1504!UTM  16      -   0.99995705  x   0.99960151  =   0.99955858
 FD1504
 FD1504:                Primary Azimuth Mark                     Grid Az
 FD1504:SPC TN       -  FAIRVIEW MUN TANK                        001 02 48.5
 FD1504:UTM  16      -  FAIRVIEW MUN TANK                        000 27 41.2
 FD1504
 FD1504|---------------------------------------------------------------------|
 FD1504| PID    Reference Object                     Distance      Geod. Az  |
 FD1504|                                                           dddmmss.s |
 FD1504| FD1505 FAIRVIEW MUN TANK                   APPROX.11.2 KM 0002322.4 |
 FD1504| FD1503 HOLLAND RIM 30 LOT                  APPROX. 2.5 KM 0020700.2 |
 FD1504| FD1502 HAMILTON                             32.484 METERS 01645     |
 FD1504| CG5973 HAMILTON RM 5                        52.389 METERS 04210     |
 FD1504| CG5968 HAMILTON AZ MK                                     0672015.2 |
 FD1504|---------------------------------------------------------------------|
 FD1504
 FD1504                          SUPERSEDED SURVEY CONTROL
 FD1504
 FD1504  NAD 83(1995)-  35 53 04.23880(N)    087 07 21.52714(W) AD(       ) B
 FD1504  ELLIP H (09/07/90)  273.56   (m)                       GP(       ) 4 1
 FD1504  NAD 83(1986)-  35 53 04.24864(N)    087 07 21.52725(W) AD(       ) 1
 FD1504  NAD 27      -  35 53 04.01274(N)    087 07 21.50321(W) AD(       ) 1
 FD1504  NGVD 29 (09/07/90)  302.1    (m)          991.     (f) GPS OBS        
 FD1504
 FD1504.Superseded values are not recommended for survey control.
 FD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1504.See file dsdata.txt to determine how the superseded data were derived.
 FD1504
 FD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8893071146(NAD 83)
 FD1504_MARKER: DR = REFERENCE MARK DISK
 FD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1504_STAMPING: HAMILTON 1933 NO 6 1970
 FD1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1504+STABILITY: SURFACE MOTION
 FD1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1504+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 FD1504
 FD1504  HISTORY     - Date     Condition        Report By
 FD1504  HISTORY     - 1970     MONUMENTED       NGS
 FD1504  HISTORY     - 1987     GOOD             AEROS
 FD1504  HISTORY     - 19950613 GOOD             NGS
 FD1504
 FD1504                          STATION DESCRIPTION
 FD1504
 FD1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1504'THE STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF CENTERVILLE,
 FD1504'7 MILES SOUTH OF FAIRVIEW, 7 MILES WEST OF HILLSBORO AND ON
 FD1504'PROPERTY OWNED BY MRS ADDIE DUGAN OF BENDING CHESTNUT, TENNESSEE.
 FD1504'
 FD1504'TO REACH THE STATION FROM THE COURT HOUSE IN CENTERVILLE, GO
 FD1504'NORTHEASTERLY ON STATE HIGHWAY 100 FOR 16.6 MILES TO THE JUNCTION
 FD1504'OF STATE HIGHWAY 46.  CONTINUE NORTHEASTERLY ON STATE HIGHWAY
 FD1504'100 FOR 7.7 MILES TO THE HICKMAN-WILLIAMSON COUNTY LINE.  CONTINUE
 FD1504'AHEAD ON STATE HIGHWAY 100 FOR 0.3 MILES TO A CROSS ROAD.  TURN
 FD1504'RIGHT AND GO EAST-SOUTHEAST ON STATE ROUTE 6148 FOR 6.3 MILES TO
 FD1504'A SIDE ROAD RIGHT AT THE TOP OF A LOW HILL AND THE STATION ON
 FD1504'THE RIGHT AS DESCRIBED.
 FD1504'
 FD1504'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1504'HAMILTON 1933 NO 6 1970, SET IN THE TOP OF A ROUND CONCRETE
 FD1504'MONUMENT THAT IS 18 INCHES IN DIAMETER AND IS 12 INCHES BELOW
 FD1504'THE GROUND SURFACE.  AN UNDERGROUND MARK WAS SET.  IT IS 117 FEET
 FD1504'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A
 FD1504'EAST-WEST FENCE, 60 FEET SOUTH OF POWER POLE NUMBER 87, 46 FEET
 FD1504'WEST OF THE NORTHWEST CORNER OF AN OLD BARN AND 24 FEET EAST
 FD1504'OF THE CENTER OF A GRAVELED ROAD.
 FD1504'
 FD1504'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 FD1504'HAMILTON 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 FD1504'IS 12 INCHES IN DIAMETER AND IS 8 INCHES BELOW THE GROUND
 FD1504'SURFACE.  IT IS 56.5 FEET NORTHWEST OF POWER POLE NUMBER 87, 34
 FD1504'FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 33 FEET EAST OF A
 FD1504'FENCE CORNER AND 9 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 FD1504'ATTACHED.
 FD1504'
 FD1504'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HAMILTON 1933 NO 5
 FD1504'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 FD1504'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET
 FD1504'EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED, 36.5 FEET NORTH
 FD1504'OF POWER POLE NUMBER 88, 25 FEET SOUTH OF THE CENTER OF THE
 FD1504'SURFACED ROAD AND 1 FOOT SOUTH OF A FENCE.
 FD1504'
 FD1504'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1504'HAMILTON AZIMUTH 1933, SET IN THE TOP OF A ROUND CONCRETE
 FD1504'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES
 FD1504'ABOVE THE GROUND SURFACE.  IT IS 41 FEET NORTH OF THE CENTER OF
 FD1504'THE SURFACED ROAD, 31 FEET EAST OF THE CENTER OF A WOODS ROAD
 FD1504'AND 25 FEET WEST OF A DOUBLE TRUNKED OAK TREE.
 FD1504'
 FD1504'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD ON
 FD1504'STATE ROUTE 6148 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FD1504'
 FD1504'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1504
 FD1504                          STATION RECOVERY (1987)
 FD1504
 FD1504'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FD1504'THE STATION WAS RECOVERED AT THIS DATE.
 FD1504'THE STATION WAS RECOVERED AS DESCRIBED BY D.A. WEGENAST IN 1970.
 FD1504
 FD1504                          STATION RECOVERY (1995)
 FD1504
 FD1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1504'THE STATION IS LOCATED ABOUT 21 MI (33.8 KM) NORTHEAST OF CENTERVILLE,
 FD1504'7 MI (11.3 KM) SOUTH OF FAIRVIEW AND 7 MI (11.3 KM) WEST OF HILLSBORO,
 FD1504'INSIDE A WIRE MESH FENCE AROUND A FORMER BARNYARD (BARN HAS BEEN
 FD1504'REMOVED).  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FD1504'HIGHWAY 40 AND STATE HIGHWAY 96 (EXIT 182), ABOUT 5 MI (8.0 KM)
 FD1504'NORTHWEST OF FAIRVIEW, GO SOUTHEAST ON HIGHWAY 96 FOR 4.75 MI (7.64
 FD1504'KM) TO THE JUNCTION OF STATE HIGHWAY 100 IN FAIRVIEW.  TURN RIGHT AND
 FD1504'GO SOUTHWEST ON HIGHWAY 100 FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF
 FD1504'STATE HIGHWAY 46 ON THE LEFT.  TURN LEFT AND GO EAST-SOUTHEAST ON
 FD1504'HIGHWAY 46 FOR 6.3 MI (10.1 KM) TO A PAVED ROAD RIGHT AT THE TOP OF A
 FD1504'LOW HILL.  TURN RIGHT AND GO SOUTH ON WALKER HILL ROAD FOR 117.5 FT
 FD1504'(35.8 M) TO THE STATION ON THE LEFT, ON THE EAST SIDE OF A WIRE MESH
 FD1504'FENCE.  THE STATION IS RECESSED 1 FT (0.3 M) BELOW GROUND.  LOCATED
 FD1504'128.0 FT (39.0 M) SOUTH OF THE CENTERLINE OF HIGHWAY 46 (DISTANCE
 FD1504'MEASURED ALONG WALKER HILL ROAD), 98.3 FT (30.0 M) SOUTH OF A
 FD1504'FIBERGLASS WITNESS POST IN AN EAST-WEST FENCE LINE (DISTANCE MEASURED
 FD1504'ALONG WALKER HILL ROAD), 60.0 FT (18.3 M) SOUTH OF UTILITY POLE NUMBER
 FD1504'87, 26.2 FT (8.0 M) EAST OF THE CENTERLINE OF WALKER HILL ROAD AND 4.0
 FD1504'FT (1.2 M) EAST OF A WIRE MESH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2717 ***********************************************************************
 GA2717  DESIGNATION -  HAMLET
 GA2717  PID         -  GA2717
 GA2717  STATE/COUNTY-  TN/CLAIBORNE
 GA2717  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2717
 GA2717                         *CURRENT SURVEY CONTROL
 GA2717  ___________________________________________________________________
 GA2717* NAD 83(1995)-  36 32 55.48891(N)    083 40 22.50391(W)     ADJUSTED  
 GA2717* NAVD 88     -       373.182  (meters)    1224.35   (feet)  ADJUSTED  
 GA2717  ___________________________________________________________________
 GA2717  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 GA2717  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2717  DYNAMIC HT  -         372.854 (meters)    1223.27  (feet)  COMP
 GA2717  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GA2717
 GA2717  HORZ ORDER  -  SECOND
 GA2717  VERT ORDER  -  SECOND    CLASS 0
 GA2717
 GA2717.The horizontal coordinates were established by classical geodetic methods
 GA2717.and adjusted by the National Geodetic Survey in April 1999..
 GA2717
 GA2717.The orthometric height was determined by differential leveling
 GA2717.and adjusted by the National Geodetic Survey in June 1991..
 GA2717
 GA2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2717
 GA2717.The geoid height was determined by GEOID03.
 GA2717
 GA2717.The dynamic height is computed by dividing the NAVD 88
 GA2717.geopotential number by the normal gravity value computed on the
 GA2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2717.degrees latitude (g = 980.6199 gals.).
 GA2717
 GA2717.The modeled gravity was interpolated from observed gravity values.
 GA2717
 GA2717;                    North         East     Units Scale Factor Converg.
 GA2717;SPC TN       -   248,282.594   808,340.903   MT  1.00002609   +1 21 44.5
 GA2717;SPC TN       -   814,573.81  2,652,031.78   sFT  1.00002609   +1 21 44.5
 GA2717;SPC KY1Z     - 1,025,978.880 1,685,987.766   MT  1.00017073   +1 16 30.9
 GA2717;SPC KY1Z     - 3,366,065.71  5,531,444.86   sFT  1.00017073   +1 16 30.9
 GA2717;SPC KY S     -   525,949.758   685,963.574   MT  1.00003863   +1 15 34.8
 GA2717;SPC KY S     - 1,725,553.50  2,250,532.16   sFT  1.00003863   +1 15 34.8
 GA2717;UTM  17      - 4,048,139.999   260,750.823   MT  1.00030528   -1 35 33.0
 GA2717
 GA2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2717!SPC TN       -   0.99994623  x   1.00002609  =   0.99997232
 GA2717!SPC KY1Z     -   0.99994623  x   1.00017073  =   1.00011695
 GA2717!SPC KY S     -   0.99994623  x   1.00003863  =   0.99998486
 GA2717!UTM  17      -   0.99994623  x   1.00030528  =   1.00025149
 GA2717
 GA2717|---------------------------------------------------------------------|
 GA2717| PID    Reference Object                     Distance      Geod. Az  |
 GA2717|                                                           dddmmss.s |
 GA2717| GA2718 HAMLET RM 1                          19.898 METERS 03000     |
 GA2717| GA2715 HAMLET AZ MK                                       2160937.4 |
 GA2717| GA2716 HAMLET RM 2                          24.589 METERS 24235     |
 GA2717| GA3592 KENTUCKY CORNER RESET               APPROX. 4.1 KM 3362834.9 |
 GA2717|---------------------------------------------------------------------|
 GA2717
 GA2717                          SUPERSEDED SURVEY CONTROL
 GA2717
 GA2717  NAD 83(1995)-  36 32 55.48916(N)    083 40 22.50405(W) AD(       ) 2
 GA2717  NAD 83(1995)-  36 32 55.48429(N)    083 40 22.49493(W) AD(       ) 2
 GA2717  NAD 83(1995)-  36 32 55.49767(N)    083 40 22.50498(W) AD(       ) 2
 GA2717  NAD 83(1986)-  36 32 55.49783(N)    083 40 22.50489(W) AD(       ) 2
 GA2717  NAD 27      -  36 32 55.21621(N)    083 40 22.81619(W) AD(       ) 2
 GA2717  NGVD 29 (??/??/92)  373.328  (m)         1224.83   (f) ADJ UNCH    2 0
 GA2717
 GA2717.Superseded values are not recommended for survey control.
 GA2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2717.See file dsdata.txt to determine how the superseded data were derived.
 GA2717
 GA2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6075148140(NAD 83)
 GA2717_MARKER: DS = TRIANGULATION STATION DISK
 GA2717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2717_SP_SET: MONUMENT
 GA2717_STAMPING: HAMLET 1963
 GA2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2717
 GA2717  HISTORY     - Date     Condition        Report By
 GA2717  HISTORY     - 1963     MONUMENTED       TNHD
 GA2717  HISTORY     - 1965     GOOD             TNHD
 GA2717
 GA2717                          STATION DESCRIPTION
 GA2717
 GA2717'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2717'THE STATION IS LOCATED IN ARTHUR.
 GA2717'
 GA2717'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 0.2 MILE WEST
 GA2717'ON STATE ROUTE 63 TO
 GA2717'THE STATION ON THE RIGHT AS DESCRIBED.
 GA2717'
 GA2717'THE STATION IS 58 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GA2717'GRAVELED ROAD, 36 FEET
 GA2717'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 63,
 GA2717'22 FEET WEST OF CLAUDE PEARMANS
 GA2717'MAIL BOX AND 2.7 FEET NORTHEAST OF A
 GA2717'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS
 GA2717'ARE STANDARD
 GA2717'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED HAMLET
 GA2717'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2717'THE SURFACE DISK IS SET IN A
 GA2717'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2717'
 GA2717'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF CLAUDE PEARMANS MAIL BOX, 47
 GA2717'FEET NORTHWEST OF A
 GA2717'UTILITY POLE, 39 FEET SOUTH OF A FENCE LINE AND 17
 GA2717'FEET WEST OF THE APPROXIMATE
 GA2717'CENTER OF A GRAVELED ROAD.  IT IS A
 GA2717'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2717'IN A 10-INCH SQUARE,
 GA2717'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HAMLET RM-1 1963.
 GA2717'
 GA2717'REFERENCE MARK NO. 2 IS 52 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2717'OF STATE ROUTE 63, 41
 GA2717'FEET SOUTHEAST OF A 10-INCH CEDAR TREE, AND 26 FEET
 GA2717'NORTHEAST OF THE EDGE OF A
 GA2717'SCHOOL YARD.  IT IS A STANDARD TENNESSEE
 GA2717'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2717'SQUARE, FLUSH, CONCRETE
 GA2717'MONUMENT AND THE DISK IS STAMPED HAMLET RM-2 1963.
 GA2717'
 GA2717'THE AZIMUTH MARK IS 15 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER
 GA2717'OF STATE ROUTE 63, 13 FEET
 GA2717'SOUTHWEST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF
 GA2717'A FENCE LINE.  IT IS A STANDARD
 GA2717'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2717'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2717'THE DISK IS STAMPED
 GA2717'HAMLET AZI 1963.
 GA2717'
 GA2717'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST FOR 0.1
 GA2717'MILE ON STATE ROUTE 63
 GA2717'TO THE MARK ON THE RIGHT.
 GA2717'
 GA2717'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2717'
 GA2717'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2717
 GA2717                          STATION RECOVERY (1965)
 GA2717
 GA2717'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2717'0.2 MI W FROM ARTHUR.
 GA2717'FROM THE POST OFFICE IN ARTHUR, GO 0.2 MILE WEST ON STATE ROUTE
 GA2717'63 TO THE MARK ON THE RIGHT, 58 FEET WEST-SOUTHWEST OF THE
 GA2717'APPROXIMATE CENTER OF A GRAVELED ROAD, 36 FEET NORTHWEST OF THE
 GA2717'APPROXIMATE CENTER OF STATE ROUTE 63, 22 FEET WEST OF CLAUDE
 GA2717'PEARMANS MAIL BOX AND 2.7 FEET NORTHEAST OF A METAL WITNESS POST
 GA2717'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2717'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2717'HAMLET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2715 ***********************************************************************
 GA2715  DESIGNATION -  HAMLET AZ MK
 GA2715  PID         -  GA2715
 GA2715  STATE/COUNTY-  TN/CLAIBORNE
 GA2715  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2715
 GA2715                         *CURRENT SURVEY CONTROL
 GA2715  ___________________________________________________________________
 GA2715* NAD 83(1986)-  36 32 53.     (N)    083 40 26.     (W)     SCALED    
 GA2715* NAVD 88     -       376.364  (meters)    1234.79   (feet)  ADJUSTED  
 GA2715  ___________________________________________________________________
 GA2715  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2715  DYNAMIC HT  -         376.034 (meters)    1233.70  (feet)  COMP
 GA2715  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 GA2715
 GA2715  VERT ORDER  -  SECOND    CLASS 0
 GA2715
 GA2715.The horizontal coordinates were scaled from a topographic map and have
 GA2715.an estimated accuracy of +/- 6 seconds.
 GA2715
 GA2715.The orthometric height was determined by differential leveling
 GA2715.and adjusted by the National Geodetic Survey in June 1991..
 GA2715
 GA2715.The geoid height was determined by GEOID03.
 GA2715
 GA2715.The dynamic height is computed by dividing the NAVD 88
 GA2715.geopotential number by the normal gravity value computed on the
 GA2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2715.degrees latitude (g = 980.6199 gals.).
 GA2715
 GA2715.The modeled gravity was interpolated from observed gravity values.
 GA2715
 GA2715;                    North         East    Units  Estimated Accuracy
 GA2715;SPC TN       -   248,200.      808,260.      MT  (+/- 180 meters Scaled)
 GA2715
 GA2715                          SUPERSEDED SURVEY CONTROL
 GA2715
 GA2715  NGVD 29 (??/??/??)  376.57   (m)         1235.5    (f) RESET       3  
 GA2715
 GA2715.Superseded values are not recommended for survey control.
 GA2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2715.See file dsdata.txt to determine how the superseded data were derived.
 GA2715
 GA2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA606480(NAD 83)
 GA2715_MARKER: DZ = AZIMUTH MARK DISK
 GA2715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2715_SP_SET: MONUMENT
 GA2715_STAMPING: HAMLET AZI 1963
 GA2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2715
 GA2715  HISTORY     - Date     Condition        Report By
 GA2715  HISTORY     - 1963     MONUMENTED       TNHD
 GA2715  HISTORY     - 1965     GOOD             TNHD
 GA2715
 GA2715                          STATION DESCRIPTION
 GA2715
 GA2715'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2715'0.2 MI W FROM ARTHUR.
 GA2715'FROM THE POST OFFICE IN ARTHUR, GO 0.25 MILE WEST ON STATE ROUTE
 GA2715'63 TO THE MARK ON THE RIGHT, 15 FEET WEST-NORTHWEST OF THE
 GA2715'APPROXIMATE CENTER OF STATE ROUTE 63, 13 FEET SOUTHWEST OF A FENCE
 GA2715'CORNER AND 2 FEET SOUTHEAST OF A FENCE LINE.  IT IS A STANDARD
 GA2715'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2715'CONCRETE MONUMENT, STAMPED HAMLET AZI 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2718 ***********************************************************************
 GA2718  DESIGNATION -  HAMLET RM 1
 GA2718  PID         -  GA2718
 GA2718  STATE/COUNTY-  TN/CLAIBORNE
 GA2718  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2718
 GA2718                         *CURRENT SURVEY CONTROL
 GA2718  ___________________________________________________________________
 GA2718* NAD 83(1986)-  36 32 55.     (N)    083 40 23.     (W)     SCALED    
 GA2718* NAVD 88     -       373.712  (meters)    1226.09   (feet)  ADJUSTED  
 GA2718  ___________________________________________________________________
 GA2718  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2718  DYNAMIC HT  -         373.384 (meters)    1225.01  (feet)  COMP
 GA2718  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GA2718
 GA2718  VERT ORDER  -  SECOND    CLASS 0
 GA2718
 GA2718.The horizontal coordinates were scaled from a topographic map and have
 GA2718.an estimated accuracy of +/- 6 seconds.
 GA2718
 GA2718.The orthometric height was determined by differential leveling
 GA2718.and adjusted by the National Geodetic Survey in June 1991..
 GA2718
 GA2718.The geoid height was determined by GEOID03.
 GA2718
 GA2718.The dynamic height is computed by dividing the NAVD 88
 GA2718.geopotential number by the normal gravity value computed on the
 GA2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2718.degrees latitude (g = 980.6199 gals.).
 GA2718
 GA2718.The modeled gravity was interpolated from observed gravity values.
 GA2718
 GA2718;                    North         East    Units  Estimated Accuracy
 GA2718;SPC TN       -   248,270.      808,330.      MT  (+/- 180 meters Scaled)
 GA2718
 GA2718                          SUPERSEDED SURVEY CONTROL
 GA2718
 GA2718  NGVD 29 (??/??/92)  373.858  (m)         1226.57   (f) ADJ UNCH    2 0
 GA2718
 GA2718.Superseded values are not recommended for survey control.
 GA2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2718.See file dsdata.txt to determine how the superseded data were derived.
 GA2718
 GA2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA607481(NAD 83)
 GA2718_MARKER: DR = REFERENCE MARK DISK
 GA2718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2718_SP_SET: MONUMENT
 GA2718_STAMPING: HAMLET RM 1 1963
 GA2718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2718
 GA2718  HISTORY     - Date     Condition        Report By
 GA2718  HISTORY     - 1963     MONUMENTED       TNHD
 GA2718  HISTORY     - 1965     GOOD             TNHD
 GA2718
 GA2718                          STATION DESCRIPTION
 GA2718
 GA2718'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2718'0.2 MI W FROM ARTHUR.
 GA2718'THIS MARK IS LOCATED AT THE HAMLET 1963 STATION SITE, 50 FEET
 GA2718'NORTH OF CLAUDE PEARMANS MAIL BOX, 47 FEET NORTHWEST OF A UTILITY
 GA2718'POLE, 39 FEET SOUTH OF A FENCE LINE AND 17 FEET WEST OF THE
 GA2718'APPROXIMATE CENTER OF A GRAVELED ROAD.  IT IS A STANDARD TENNESSEE
 GA2718'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2718'MONUMENT, STAMPED HAMLET RM-1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2716 ***********************************************************************
 GA2716  DESIGNATION -  HAMLET RM 2
 GA2716  PID         -  GA2716
 GA2716  STATE/COUNTY-  TN/CLAIBORNE
 GA2716  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2716
 GA2716                         *CURRENT SURVEY CONTROL
 GA2716  ___________________________________________________________________
 GA2716* NAD 83(1986)-  36 32 55.     (N)    083 40 23.     (W)     SCALED    
 GA2716* NAVD 88     -       372.948  (meters)    1223.58   (feet)  ADJUSTED  
 GA2716  ___________________________________________________________________
 GA2716  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2716  DYNAMIC HT  -         372.621 (meters)    1222.51  (feet)  COMP
 GA2716  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GA2716
 GA2716  VERT ORDER  -  SECOND    CLASS 0
 GA2716
 GA2716.The horizontal coordinates were scaled from a topographic map and have
 GA2716.an estimated accuracy of +/- 6 seconds.
 GA2716
 GA2716.The orthometric height was determined by differential leveling
 GA2716.and adjusted by the National Geodetic Survey in June 1991..
 GA2716
 GA2716.The geoid height was determined by GEOID03.
 GA2716
 GA2716.The dynamic height is computed by dividing the NAVD 88
 GA2716.geopotential number by the normal gravity value computed on the
 GA2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2716.degrees latitude (g = 980.6199 gals.).
 GA2716
 GA2716.The modeled gravity was interpolated from observed gravity values.
 GA2716
 GA2716;                    North         East    Units  Estimated Accuracy
 GA2716;SPC TN       -   248,270.      808,330.      MT  (+/- 180 meters Scaled)
 GA2716
 GA2716                          SUPERSEDED SURVEY CONTROL
 GA2716
 GA2716  NGVD 29 (??/??/92)  373.094  (m)         1224.06   (f) ADJ UNCH    2 0
 GA2716
 GA2716.Superseded values are not recommended for survey control.
 GA2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2716.See file dsdata.txt to determine how the superseded data were derived.
 GA2716
 GA2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA607481(NAD 83)
 GA2716_MARKER: DR = REFERENCE MARK DISK
 GA2716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2716_SP_SET: MONUMENT
 GA2716_STAMPING: HAMLET RM 2 1963
 GA2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2716
 GA2716  HISTORY     - Date     Condition        Report By
 GA2716  HISTORY     - 1963     MONUMENTED       TNHD
 GA2716  HISTORY     - 1965     GOOD             TNHD
 GA2716
 GA2716                          STATION DESCRIPTION
 GA2716
 GA2716'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2716'0.2 MI W FROM ARTHUR.
 GA2716'THIS MARK IS LOCATED AT THE HAMLET 1963 STATION SITE, 52 FEET
 GA2716'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 41 FEET
 GA2716'SOUTHEAST OF A 10-INCH CEDAR TREE AND 26 FEET NORTHEAST OF A
 GA2716'FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2716'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2716'HAMLET RM-2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2532 ***********************************************************************
 GC2532  DESIGNATION -  HAMS
 GC2532  PID         -  GC2532
 GC2532  STATE/COUNTY-  TN/CHEATHAM
 GC2532  USGS QUAD   -  LILLAMAY (1983)
 GC2532
 GC2532                         *CURRENT SURVEY CONTROL
 GC2532  ___________________________________________________________________
 GC2532* NAD 83(1995)-  36 09 20.95101(N)    087 05 38.76922(W)     ADJUSTED  
 GC2532* NAVD 88     -       239.22   (+/-2cm)     784.8    (feet)  VERTCON   
 GC2532  ___________________________________________________________________
 GC2532  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC2532  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2532
 GC2532  HORZ ORDER  -  THIRD
 GC2532  VERT ORDER  -  THIRD ? (See Below)
 GC2532
 GC2532.The horizontal coordinates were established by classical geodetic methods
 GC2532.and adjusted by the National Geodetic Survey in April 1999..
 GC2532
 GC2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2532.The vertical order pertains to the NGVD 29 superseded value.
 GC2532
 GC2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2532
 GC2532.The geoid height was determined by GEOID03.
 GC2532
 GC2532;                    North         East     Units Scale Factor Converg.
 GC2532;SPC TN       -   202,754.840   501,551.688   MT  0.99996412   -0 38 25.9
 GC2532;SPC TN       -   665,204.84  1,645,507.50   sFT  0.99996412   -0 38 25.9
 GC2532;UTM  16      - 4,001,235.464   491,535.474   MT  0.99960088   -0 03 19.9
 GC2532
 GC2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2532!SPC TN       -   0.99996702  x   0.99996412  =   0.99993114
 GC2532!UTM  16      -   0.99996702  x   0.99960088  =   0.99956791
 GC2532
 GC2532|---------------------------------------------------------------------|
 GC2532| PID    Reference Object                     Distance      Geod. Az  |
 GC2532|                                                           dddmmss.s |
 GC2532| CG5978 HAMS RM 2                            25.853 METERS 12224     |
 GC2532| CG5976 HAMS AZ MK                                         1874603.4 |
 GC2532| CG5977 HAMS RM 1                            26.336 METERS 35300     |
 GC2532|---------------------------------------------------------------------|
 GC2532
 GC2532                          SUPERSEDED SURVEY CONTROL
 GC2532
 GC2532  NAD 83(1995)-  36 09 20.95251(N)    087 05 38.77208(W) AD(       ) 3
 GC2532  NAD 83(1995)-  36 09 20.95401(N)    087 05 38.77209(W) AD(       ) 3
 GC2532  NAD 83(1986)-  36 09 20.96117(N)    087 05 38.77258(W) AD(       ) 3
 GC2532  NAD 27      -  36 09 20.75400(N)    087 05 38.75200(W) AD(       ) 3
 GC2532  NGVD 29 (07/19/86)  239.25   (m)          784.9    (f) LEVELING    3  
 GC2532
 GC2532.Superseded values are not recommended for survey control.
 GC2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2532.See file dsdata.txt to determine how the superseded data were derived.
 GC2532
 GC2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9153501235(NAD 83)
 GC2532_MARKER: DS = TRIANGULATION STATION DISK
 GC2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2532
 GC2532  HISTORY     - Date     Condition        Report By
 GC2532  HISTORY     - 1953     MONUMENTED       CGS
 GC2532
 GC2532                          STATION DESCRIPTION
 GC2532
 GC2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2532'THE STATION IS ABOUT 9 MILES NORTHEAST OF WHITE BLUFF, 1 MILE EAST OF
 GC2532'THE LONE OAK METHODIST CHURCH ON THE LAND OWNED BY MR.
 GC2532'LINTON W. HAMS. IT IS 52 FEET SOUTH OF A TWIN HICKORY TREE WITH A
 GC2532'TRIANGLE BLAZE ON THE SOUTH SIDE, 32 FEET SOUTHWEST OF THE
 GC2532'CENTER OF A GRAVEL ROAD AND 8 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GC2532'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED HAMS
 GC2532'1953.
 GC2532'
 GC2532'REFERENCE MARK NO. 1 IS 23 FEET SOUTHWEST OF THE CENTER OF A GRAVEL
 GC2532'ROAD AND 8 FEET SOUTHWEST OF A 12 INCH HICKORY TREE. THE MARK
 GC2532'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED HAMS NO 1 1953.
 GC2532'
 GC2532'REFERENCE MARK NO. 2 IS 20 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 GC2532'ROAD AND 6 FEET WEST OF A 14 INCH HICKORY TREE. THE MARK
 GC2532'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED HAMS NO 2 1953.
 GC2532'
 GC2532'AZIMUTH MARK IS 13 FEET SOUTH OF THE CENTER OF A WOODS ROAD, 2 FEET
 GC2532'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2532'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED HAMS 1953. THE
 GC2532'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION WITHOUT
 GC2532'CONSIDEREBLE CLEARING.
 GC2532'
 GC2532'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC2532'STATE HIGHWAY 47 IN WHITE BLUFF GO EAST ON HIGHWAY 70 FOR
 GC2532'7.6 MILES TO THE EAST END OF THE STEEL BRIDGE OVER THE HARPETH RIVER,
 GC2532'TURN LEFT ON A SIDE ROAD AND GO NORTH FOR 0.15 MILE TO A
 GC2532'STREAM, FORD THE STREAM AND TURN SHARP LEFT AND GO 0.05 MILE TO A
 GC2532'REVERSE Y, TURN LEFT AND GO ON THE GRAVELED ROAD FOR 1.55
 GC2532'MILES TO A FORK, TAKE THE LEFT FORK AND GO 1.15 MILES TO A FORK, TAKE
 GC2532'THE RIGHT FORK AND GO 0.15 MILE TO A REVERSE Y, TURN SHARP
 GC2532'RIGHT AND GO 0.1 MILE TO THE LONE OAK METHODIST CHURCH,
 GC2532'CONTINUE 0.95 MILE TO A SIDE ROAD RIGHT (*) CONTINUE STRAIGHT AHEAD
 GC2532'FOR 0.25 MILE TO STATION ON THE LEFT AS DESCRIBED.
 GC2532'
 GC2532'TO REACH AZIMUTH MARK FROM THIS POINT (*) TURN RIGHT AND GO EAST ON
 GC2532'WOODS ROAD FOR 0.3 MILE TO AZIMUTH MARK AS DESCRIBED.
 GC2532'
 GC2532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2565 ***********************************************************************
 GA2565  DESIGNATION -  HAN
 GA2565  PID         -  GA2565
 GA2565  STATE/COUNTY-  TN/KNOX
 GA2565  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2565
 GA2565                         *CURRENT SURVEY CONTROL
 GA2565  ___________________________________________________________________
 GA2565* NAD 83(1995)-  36 09 56.90662(N)    083 54 29.36560(W)     ADJUSTED  
 GA2565* NAVD 88     -       317.526  (meters)    1041.75   (feet)  ADJUSTED  
 GA2565  ___________________________________________________________________
 GA2565  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GA2565  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2565  DYNAMIC HT  -         317.233 (meters)    1040.79  (feet)  COMP
 GA2565  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2565
 GA2565  HORZ ORDER  -  SECOND
 GA2565  VERT ORDER  -  SECOND    CLASS 0
 GA2565
 GA2565.The horizontal coordinates were established by classical geodetic methods
 GA2565.and adjusted by the National Geodetic Survey in April 1999..
 GA2565
 GA2565.The orthometric height was determined by differential leveling
 GA2565.and adjusted by the National Geodetic Survey in June 1991..
 GA2565
 GA2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2565
 GA2565.The geoid height was determined by GEOID03.
 GA2565
 GA2565.The dynamic height is computed by dividing the NAVD 88
 GA2565.geopotential number by the normal gravity value computed on the
 GA2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2565.degrees latitude (g = 980.6199 gals.).
 GA2565
 GA2565.The modeled gravity was interpolated from observed gravity values.
 GA2565
 GA2565;                    North         East     Units Scale Factor Converg.
 GA2565;SPC TN       -   205,324.046   788,191.769   MT  0.99996511   +1 13 28.7
 GA2565;SPC TN       -   673,633.97  2,585,925.83   sFT  0.99996511   +1 13 28.7
 GA2565;UTM  17      - 4,006,258.812   238,410.098   MT  1.00044323   -1 43 01.7
 GA2565
 GA2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2565!SPC TN       -   0.99995499  x   0.99996511  =   0.99992010
 GA2565!UTM  17      -   0.99995499  x   1.00044323  =   1.00039820
 GA2565
 GA2565|---------------------------------------------------------------------|
 GA2565| PID    Reference Object                     Distance      Geod. Az  |
 GA2565|                                                           dddmmss.s |
 GA2565| GA2564 HAN RM 1                             27.446 METERS 02443     |
 GA2565| GA2566 HAN RM 2                             25.921 METERS 20023     |
 GA2565| GA2567 HAN AZ MK                                          2172958.7 |
 GA2565|---------------------------------------------------------------------|
 GA2565
 GA2565                          SUPERSEDED SURVEY CONTROL
 GA2565
 GA2565  NAD 83(1995)-  36 09 56.91217(N)    083 54 29.36589(W) AD(       ) 2
 GA2565  NAD 83(1995)-  36 09 56.91324(N)    083 54 29.36502(W) AD(       ) 2
 GA2565  NAD 83(1995)-  36 09 56.91406(N)    083 54 29.36628(W) AD(       ) 2
 GA2565  NAD 83(1986)-  36 09 56.91861(N)    083 54 29.36421(W) AD(       ) 2
 GA2565  NAD 27      -  36 09 56.62941(N)    083 54 29.68704(W) AD(       ) 2
 GA2565  NGVD 29 (??/??/92)  317.612  (m)         1042.03   (f) ADJ UNCH    2 0
 GA2565
 GA2565.Superseded values are not recommended for survey control.
 GA2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2565.See file dsdata.txt to determine how the superseded data were derived.
 GA2565
 GA2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3841006259(NAD 83)
 GA2565_MARKER: DD = SURVEY DISK
 GA2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2565_STAMPING: HAN 1964
 GA2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2565+STABILITY: SURFACE MOTION
 GA2565
 GA2565  HISTORY     - Date     Condition        Report By
 GA2565  HISTORY     - 1964     MONUMENTED       TNHD
 GA2565  HISTORY     - 1964     GOOD             TNHD
 GA2565  HISTORY     - 1980     GOOD             NGS
 GA2565  HISTORY     - 1980     GOOD             NGS
 GA2565
 GA2565                          STATION DESCRIPTION
 GA2565
 GA2565'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2565'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2565'
 GA2565'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA2565'AT HALLS CROSSROADS, GO
 GA2565'5.8 MILES NORTH ON ST.  RT.  33 TO THE AZIMUTH MARK ON
 GA2565'THE LEFT, CONTINUE STRAIGHT AHEAD
 GA2565'FOR 0.4 MILE ON ST.  RT.  33 TO THE
 GA2565'STATION ON THE RIGHT.
 GA2565'
 GA2565'THE STATION IS 67 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF ST. RT.
 GA2565'33 AND 3.3 FEET
 GA2565'WEST-NORTHWEST OF A WITNESS POST.  THE SURFACE AND
 GA2565'UNDERGROUND MARKS ARE
 GA2565'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2565'THE DISKS ARE STAMPED HAN 1964.  THE
 GA2565'UNDERGROUND MARK IS ABOUT 30
 GA2565'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2565'10-INCH
 GA2565'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2565'
 GA2565'REFERENCE MARK NO. 1 IS 53 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2565'OF ST. RT.  33 AND 38 FEET
 GA2565'SOUTH OF THE APPROXIMATE CENTER OF OVERHEAD POWER
 GA2565'LINES.  IT IS A STANDARD
 GA2565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2565'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2565'AND THE DISK IS STAMPED HAN
 GA2565'RM-1 1964.
 GA2565'
 GA2565'REFERENCE MARK NO. 2 IS 86 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2565'OF ST. RT.  33 AND 17 FEET
 GA2565'NORTH OF A SQUARE CONCRETE RIGHT-OF-WAY POST.  IT IS A
 GA2565'STANDARD TENNESSEE HIGHWAY
 GA2565'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2565'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2565'STAMPED HAN RM-2 1964.
 GA2565'
 GA2565'THE AZIMUTH MARK IS 87 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2565'ST. RT. 33, 13 FEET
 GA2565'NORTHEAST OF A GRAVELED DRIVE AND 2.4 FEET SOUTHEAST OF A
 GA2565'WITNESS POST.  IT IS A
 GA2565'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2565'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2565'MONUMENT AND THE DISK IS STAMPED
 GA2565'HAN AZI 1964.
 GA2565'
 GA2565'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2565'
 GA2565'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA2565
 GA2565                          STATION RECOVERY (1964)
 GA2565
 GA2565'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2565'19 MI N FROM KNOXVILLE.
 GA2565'FROM THE POST OFFICE IN HALLS CROSSROAD, GO NORTH ON STATE ROUTE
 GA2565'33 FOR 6.5 MILES TO THE MARK ON THE RIGHT.  THE MARK IS SOUTHEAST
 GA2565'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 3.3 FEET
 GA2565'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2565'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2565'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2565
 GA2565                          STATION RECOVERY (1980)
 GA2565
 GA2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLM)
 GA2565'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GA2565'WITH THE FOLLOWING.
 GA2565'
 GA2565'THE STATION IS 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS
 GA2565'JUNCTION WITH HIGHWAY 131 AT HALLS CROSSROAD, 67 FEET SOUTHEAST OF
 GA2565'THE CENTERLINE OF THE HIGHWAY, 65.5 FEET SOUTHWEST OF POWER POLE
 GA2565'NO B192, 105 FEET SOUTH OF THE CENTER OF A TRANSMISSION LINE, ABOUT
 GA2565'500 FEET SOUTH OF A RESTURANT AND SERVICE STATION AND HAS 2 IRON
 GA2565'PINS DRIVEN ON EACH SIDE WITH A METAL WITNESS POST SET 1.5 FEET
 GA2565'EAST OF IT.
 GA2565'
 GA2565'REFERENCE MARK 1 IS 34 FEET NORTH OF THE POWER POLE, HAS 2 IRON
 GA2565'PINS DRIVEN ON EACH SIDE AND IS ABOUT 2 FEET ABOVE THE PAVEMENT.
 GA2565'
 GA2565'THE AZIMUTH MARK IS 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA2565'A HOUSE, 1 FOOT NORTH OF A METAL WITNESS POST, 2.5 FEET SOUTHEAST
 GA2565'OF A CONCRETE RIGHT-OF-WAY POST AND ABOUT 500 FEET SOUTHWEST OF A
 GA2565'GRAVEL DRIVE TO THE NEW TESTAMENT BAPTIST CHURCH.
 GA2565
 GA2565                          STATION RECOVERY (1980)
 GA2565
 GA2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2565'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2565'STATE HIGHWAY 131 AT HALLS CROSSROAD, 67 FEET SOUTHEAST OF THE
 GA2565'CENTERLINE OF THE HIGHWAY, 65.5 FEETD SOUTHWEST OF POWER POLE NO. B
 GA2565'192, 105 FEET SOUTH OF CENTER OF A TRANSMISSION LINE, ABOUT 500 FEET
 GA2565'SOUTH OF A RESTURANT AND SERVICE STATION, AND HAS 2 IRON PINS BY THE
 GA2565'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2567 ***********************************************************************
 GA2567  DESIGNATION -  HAN AZ MK
 GA2567  PID         -  GA2567
 GA2567  STATE/COUNTY-  TN/KNOX
 GA2567  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2567
 GA2567                         *CURRENT SURVEY CONTROL
 GA2567  ___________________________________________________________________
 GA2567* NAD 83(1986)-  36 09 43.     (N)    083 54 49.     (W)     SCALED    
 GA2567* NAVD 88     -       334.498  (meters)    1097.43   (feet)  ADJUSTED  
 GA2567  ___________________________________________________________________
 GA2567  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2567  DYNAMIC HT  -         334.190 (meters)    1096.42  (feet)  COMP
 GA2567  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA2567
 GA2567  VERT ORDER  -  SECOND    CLASS 0
 GA2567
 GA2567.The horizontal coordinates were scaled from a topographic map and have
 GA2567.an estimated accuracy of +/- 6 seconds.
 GA2567
 GA2567.The orthometric height was determined by differential leveling
 GA2567.and adjusted by the National Geodetic Survey in June 1991..
 GA2567
 GA2567.The geoid height was determined by GEOID03.
 GA2567
 GA2567.The dynamic height is computed by dividing the NAVD 88
 GA2567.geopotential number by the normal gravity value computed on the
 GA2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2567.degrees latitude (g = 980.6199 gals.).
 GA2567
 GA2567.The modeled gravity was interpolated from observed gravity values.
 GA2567
 GA2567;                    North         East    Units  Estimated Accuracy
 GA2567;SPC TN       -   204,890.      787,710.      MT  (+/- 180 meters Scaled)
 GA2567
 GA2567                          SUPERSEDED SURVEY CONTROL
 GA2567
 GA2567  NGVD 29 (??/??/??)  334.64   (m)         1097.9    (f) RESET       3  
 GA2567
 GA2567.Superseded values are not recommended for survey control.
 GA2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2567.See file dsdata.txt to determine how the superseded data were derived.
 GA2567
 GA2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA379058(NAD 83)
 GA2567_MARKER: DD = SURVEY DISK
 GA2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2567_STAMPING: HAN AZI 1964
 GA2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2567+STABILITY: SURFACE MOTION
 GA2567
 GA2567  HISTORY     - Date     Condition        Report By
 GA2567  HISTORY     - 1964     MONUMENTED       TNHD
 GA2567  HISTORY     - 1980     GOOD             NGS
 GA2567
 GA2567                          STATION DESCRIPTION
 GA2567
 GA2567'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2567'19 MI N FROM KNOXVILLE.
 GA2567'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2567'33, FOR 5.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS
 GA2567'87 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33
 GA2567'AND 13 FEET NORTHEAST OF A GRAVELED DRIVE AND 2.4 FEET SOUTHEAST
 GA2567'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2567'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2567'MONUMENT FLUSH WITH THE GROUND.
 GA2567
 GA2567                          STATION RECOVERY (1980)
 GA2567
 GA2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2567'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2567'STATE HIGHWAY 131, 67 FEET NORTHEAST OF NORTHEAST CORNER OF A HOUSE,
 GA2567'1 FOOT NORTH OF A METAL WITNESS POST, 2.5 FEET SOUTHEAST OF A
 GA2567'CONCRETE RIGHT-OF-WAY POST AND ABOUT 500 FEET SOUTHWEST OF GRAVEL
 GA2567'DRIVE TO THE NEW TESTAMENT BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2564 ***********************************************************************
 GA2564  DESIGNATION -  HAN RM 1
 GA2564  PID         -  GA2564
 GA2564  STATE/COUNTY-  TN/KNOX
 GA2564  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2564
 GA2564                         *CURRENT SURVEY CONTROL
 GA2564  ___________________________________________________________________
 GA2564* NAD 83(1986)-  36 09 57.     (N)    083 54 30.     (W)     SCALED    
 GA2564* NAVD 88     -       315.702  (meters)    1035.77   (feet)  ADJUSTED  
 GA2564  ___________________________________________________________________
 GA2564  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2564  DYNAMIC HT  -         315.411 (meters)    1034.81  (feet)  COMP
 GA2564  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2564
 GA2564  VERT ORDER  -  SECOND    CLASS 0
 GA2564
 GA2564.The horizontal coordinates were scaled from a topographic map and have
 GA2564.an estimated accuracy of +/- 6 seconds.
 GA2564
 GA2564.The orthometric height was determined by differential leveling
 GA2564.and adjusted by the National Geodetic Survey in June 1991..
 GA2564
 GA2564.The geoid height was determined by GEOID03.
 GA2564
 GA2564.The dynamic height is computed by dividing the NAVD 88
 GA2564.geopotential number by the normal gravity value computed on the
 GA2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2564.degrees latitude (g = 980.6199 gals.).
 GA2564
 GA2564.The modeled gravity was interpolated from observed gravity values.
 GA2564
 GA2564;                    North         East    Units  Estimated Accuracy
 GA2564;SPC TN       -   205,330.      788,180.      MT  (+/- 180 meters Scaled)
 GA2564
 GA2564                          SUPERSEDED SURVEY CONTROL
 GA2564
 GA2564  NGVD 29 (??/??/92)  315.789  (m)         1036.05   (f) ADJ UNCH    2 0
 GA2564
 GA2564.Superseded values are not recommended for survey control.
 GA2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2564.See file dsdata.txt to determine how the superseded data were derived.
 GA2564
 GA2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA383062(NAD 83)
 GA2564_MARKER: DD = SURVEY DISK
 GA2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2564_STAMPING: HAN RM 1 1964
 GA2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2564+STABILITY: SURFACE MOTION
 GA2564
 GA2564  HISTORY     - Date     Condition        Report By
 GA2564  HISTORY     - 1964     MONUMENTED       TNHD
 GA2564  HISTORY     - 1980     GOOD             NGS
 GA2564
 GA2564                          STATION DESCRIPTION
 GA2564
 GA2564'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2564'19 MI N FROM KNOXVILLE.
 GA2564'THIS MARK IS LOCATED AT THE HAN 1964 STATION SITE, 53 FEET SOUTHEAST
 GA2564'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 38 FEET SOUTH OF THE
 GA2564'APPROXIMATE CENTER OF OVERHEAD POWER LINES AND 90 FEET NORTH-NORTHEAST
 GA2564'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2564'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2564'GROUND.
 GA2564
 GA2564                          STATION RECOVERY (1980)
 GA2564
 GA2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2564'IT IS 34 FEET NORTH OF POWER POLE NO B 192, HAS 2 IRON PINS BESIDE IT
 GA2564'AND IS ABOUT 2 FEET ABOVE THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2566 ***********************************************************************
 GA2566  DESIGNATION -  HAN RM 2
 GA2566  PID         -  GA2566
 GA2566  STATE/COUNTY-  TN/KNOX
 GA2566  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2566
 GA2566                         *CURRENT SURVEY CONTROL
 GA2566  ___________________________________________________________________
 GA2566* NAD 83(1986)-  36 09 57.     (N)    083 54 30.     (W)     SCALED    
 GA2566* NAVD 88     -       319.380  (meters)    1047.83   (feet)  ADJUSTED  
 GA2566  ___________________________________________________________________
 GA2566  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2566  DYNAMIC HT  -         319.086 (meters)    1046.87  (feet)  COMP
 GA2566  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2566
 GA2566  VERT ORDER  -  SECOND    CLASS 0
 GA2566
 GA2566.The horizontal coordinates were scaled from a topographic map and have
 GA2566.an estimated accuracy of +/- 6 seconds.
 GA2566
 GA2566.The orthometric height was determined by differential leveling
 GA2566.and adjusted by the National Geodetic Survey in June 1991..
 GA2566
 GA2566.The geoid height was determined by GEOID03.
 GA2566
 GA2566.The dynamic height is computed by dividing the NAVD 88
 GA2566.geopotential number by the normal gravity value computed on the
 GA2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2566.degrees latitude (g = 980.6199 gals.).
 GA2566
 GA2566.The modeled gravity was interpolated from observed gravity values.
 GA2566
 GA2566;                    North         East    Units  Estimated Accuracy
 GA2566;SPC TN       -   205,330.      788,180.      MT  (+/- 180 meters Scaled)
 GA2566
 GA2566                          SUPERSEDED SURVEY CONTROL
 GA2566
 GA2566  NGVD 29 (??/??/92)  319.467  (m)         1048.12   (f) ADJ UNCH    2 0
 GA2566
 GA2566.Superseded values are not recommended for survey control.
 GA2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2566.See file dsdata.txt to determine how the superseded data were derived.
 GA2566
 GA2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA383062(NAD 83)
 GA2566_MARKER: DD = SURVEY DISK
 GA2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2566_STAMPING: HAN RM-2 1964
 GA2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2566+STABILITY: SURFACE MOTION
 GA2566
 GA2566  HISTORY     - Date     Condition        Report By
 GA2566  HISTORY     - 1964     MONUMENTED       TNHD
 GA2566  HISTORY     - 1980     GOOD             NGS
 GA2566
 GA2566                          STATION DESCRIPTION
 GA2566
 GA2566'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2566'19 MI N FROM KNOXVILLE.
 GA2566'THIS MARK IS LOCATED AT THE HAN 1964 STATION SITE, 86 FEET SOUTHEAST
 GA2566'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 17 FEET NORTH OF A
 GA2566'SQUARE CONCRETE RIGHT-OF-WAY POST AND 85 FEET SOUTH-SOUTHWEST
 GA2566'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2566'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2566'GROUND.
 GA2566
 GA2566                          STATION RECOVERY (1980)
 GA2566
 GA2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0130 ***********************************************************************
 FD0130  DESIGNATION -  HANDLE
 FD0130  PID         -  FD0130
 FD0130  STATE/COUNTY-  TN/COFFEE
 FD0130  USGS QUAD   -  NOAH (1976)
 FD0130
 FD0130                         *CURRENT SURVEY CONTROL
 FD0130  ___________________________________________________________________
 FD0130* NAD 83(1995)-  35 32 54.46450(N)    086 11 24.04365(W)     ADJUSTED  
 FD0130* NAVD 88     -       345.927  (meters)    1134.93   (feet)  ADJUSTED  
 FD0130  ___________________________________________________________________
 FD0130  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 FD0130  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0130  DYNAMIC HT  -         345.601 (meters)    1133.86  (feet)  COMP
 FD0130  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD0130
 FD0130  HORZ ORDER  -  SECOND
 FD0130  VERT ORDER  -  SECOND    CLASS 0
 FD0130
 FD0130.The horizontal coordinates were established by classical geodetic methods
 FD0130.and adjusted by the National Geodetic Survey in April 1999..
 FD0130
 FD0130.The orthometric height was determined by differential leveling
 FD0130.and adjusted by the National Geodetic Survey in June 1991..
 FD0130
 FD0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0130
 FD0130.The geoid height was determined by GEOID03.
 FD0130
 FD0130.The dynamic height is computed by dividing the NAVD 88
 FD0130.geopotential number by the normal gravity value computed on the
 FD0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0130.degrees latitude (g = 980.6199 gals.).
 FD0130
 FD0130.The modeled gravity was interpolated from observed gravity values.
 FD0130
 FD0130;                    North         East     Units Scale Factor Converg.
 FD0130;SPC TN       -   134,834.319   582,771.364   MT  0.99996075   -0 06 40.5
 FD0130;SPC TN       -   442,368.93  1,911,975.72   sFT  0.99996075   -0 06 40.5
 FD0130;UTM  16      - 3,934,169.937   573,416.961   MT  0.99966642   +0 28 15.4
 FD0130
 FD0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0130!SPC TN       -   0.99995021  x   0.99996075  =   0.99991096
 FD0130!UTM  16      -   0.99995021  x   0.99966642  =   0.99961665
 FD0130
 FD0130|---------------------------------------------------------------------|
 FD0130| PID    Reference Object                     Distance      Geod. Az  |
 FD0130|                                                           dddmmss.s |
 FD0130| FD0129 HANDLE RM 1                           8.315 METERS 13339     |
 FD0130| FD0131 HANDLE RM 2                           8.010 METERS 24630     |
 FD0130| FD0127 PAN                                 APPROX. 1.5 KM 3195850.2 |
 FD0130|---------------------------------------------------------------------|
 FD0130
 FD0130                          SUPERSEDED SURVEY CONTROL
 FD0130
 FD0130  NAD 83(1995)-  35 32 54.47119(N)    086 11 24.04460(W) AD(       ) 2
 FD0130  NAD 83(1986)-  35 32 54.47503(N)    086 11 24.04234(W) AD(       ) 2
 FD0130  NAD 27      -  35 32 54.20810(N)    086 11 24.07040(W) AD(       ) 2
 FD0130  NGVD 29 (??/??/92)  345.921  (m)         1134.91   (f) ADJ UNCH    2 0
 FD0130
 FD0130.Superseded values are not recommended for survey control.
 FD0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0130.See file dsdata.txt to determine how the superseded data were derived.
 FD0130
 FD0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7341734170(NAD 83)
 FD0130_MARKER: DE = TRAVERSE STATION DISK
 FD0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0130_STAMPING: HANDLE 1960
 FD0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0130+STABILITY: SURFACE MOTION
 FD0130
 FD0130  HISTORY     - Date     Condition        Report By
 FD0130  HISTORY     - 1960     MONUMENTED       CGS
 FD0130  HISTORY     - 1960     GOOD             CGS
 FD0130
 FD0130                          STATION DESCRIPTION
 FD0130
 FD0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0130'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BEECH GROVE AND
 FD0130'ABOUT 2 MILES SOUTHWEST OF
 FD0130'NOAH COMMUNITY.
 FD0130'
 FD0130'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0130'SOUTHEAST ON U S HIGHWAY
 FD0130'41 FOR 5.1 MILES TO A CROSSROAD, TURN RIGHT, WEST, ON A
 FD0130'GRAVELED ROAD AND GO 0.3
 FD0130'MILE TO A FORK, KEEP RIGHT AND GO 1.4 MILES
 FD0130'TO A HOUSE ON THE RIGHT AND A WOOD GATE ON
 FD0130'THE LEFT, TURN LEFT
 FD0130'PASSING THROUGH THE WOOD GATE AND FOLLOW A TRACK ROAD,
 FD0130'SOUTHEAST, UP
 FD0130'DRAW FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE
 FD0130'SOUTHEAST UP DRAW
 FD0130'FOR 0.15 MILE TO A GATE IN THE SOUTHEAST CORNER OF
 FD0130'A FIELD, PASS THROUGH THE GATE AND
 FD0130'FOLLOW THE TRACK ROAD SOUTH, UP
 FD0130'HILL, FOR 0.25 MILE TO A WIRE GATE ON THE LEFT, TURN
 FD0130'RIGHT, ACROSS
 FD0130'OPEN HILL FOR 0.1 MILE TO THE STATION.
 FD0130'
 FD0130'THE STATION IS 18 FEET NORTH OF A 12-INCH TREE AND 3.0 FEET SOUTH OF
 FD0130'A WITNESS POST.  IT IS A
 FD0130'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD0130'CONCRETE POST, FLUSH, AND STAMPED
 FD0130'HANDLE 1960.
 FD0130'
 FD0130'REFERENCE MARK NO 1 IS 29 FEET EAST OF A 12-INCH TREE.  IT IS A
 FD0130'STANDARD DISK SET IN A
 FD0130'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HANDLE NO 1
 FD0130'1960.
 FD0130'
 FD0130'REFERENCE MARK NO 2 IS 16 FEET WEST OF A 12-INCH TREE.  IT IS A
 FD0130'STANDARD DISK SET IN A
 FD0130'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HANDLE NO 2
 FD0130'1960.
 FD0130'
 FD0130'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0130'44.95 FEET.
 FD0130'
 FD0130'TRAVERSE STATION PAN WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 FD0130'TRAVERSE CONNECTION WAS
 FD0130'MADE.  SEE DESCRIPTION THEREOF.
 FD0130
 FD0130                          STATION RECOVERY (1960)
 FD0130
 FD0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0130'7.5 MI SE FROM BEECH GROVE.
 FD0130'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0130'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0130'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE SOUTHEAST
 FD0130'ON A GRAVELED ROAD, THEN 2.6 MILES EAST ON A GRAVELED ROAD TO A
 FD0130'FARM HOUSE ON THE NORTH SIDE OF THE ROAD AND A WOODEN GATE ON
 FD0130'THE SOUTH SIDE OF THE ROAD, PASS THROUGH THE WOODEN GATE AND
 FD0130'FOLLOW A TRACK ROAD SOUTHEAST, UP A DRAW FOR 0.1 MILE TO A WIRE
 FD0130'GATE, PASS THROUGH THE WIRE GATE AND CONTINUE SOUTHEAST UP DRAW
 FD0130'FOR 0.15 MILE TO A GATE IN THE SOUTHEAST CORNER OF A FIELD, PASS
 FD0130'THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTH, UP HILL FOR 0.25
 FD0130'MILE TO A WIRE GATE ON THE LEFT, TURN RIGHT, NORTH, ACROSS OPEN
 FD0130'HILL FOR 0.1 MILE TO THE STATION.  THE STATION MARK IS 18 FT.
 FD0130'NORTH OF A 12-INCH TREE AND 3.0 FT. SOUTH OF A WITNESS SIGN.
 FD0130'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0130'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0129 ***********************************************************************
 FD0129  DESIGNATION -  HANDLE RM 1
 FD0129  PID         -  FD0129
 FD0129  STATE/COUNTY-  TN/COFFEE
 FD0129  USGS QUAD   -  NOAH (1976)
 FD0129
 FD0129                         *CURRENT SURVEY CONTROL
 FD0129  ___________________________________________________________________
 FD0129* NAD 83(1986)-  35 32 54.     (N)    086 11 24.     (W)     SCALED    
 FD0129* NAVD 88     -       345.649  (meters)    1134.02   (feet)  ADJUSTED  
 FD0129  ___________________________________________________________________
 FD0129  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0129  DYNAMIC HT  -         345.323 (meters)    1132.95  (feet)  COMP
 FD0129  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD0129
 FD0129  VERT ORDER  -  SECOND    CLASS 0
 FD0129
 FD0129.The horizontal coordinates were scaled from a topographic map and have
 FD0129.an estimated accuracy of +/- 6 seconds.
 FD0129
 FD0129.The orthometric height was determined by differential leveling
 FD0129.and adjusted by the National Geodetic Survey in June 1991..
 FD0129
 FD0129.The geoid height was determined by GEOID03.
 FD0129
 FD0129.The dynamic height is computed by dividing the NAVD 88
 FD0129.geopotential number by the normal gravity value computed on the
 FD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0129.degrees latitude (g = 980.6199 gals.).
 FD0129
 FD0129.The modeled gravity was interpolated from observed gravity values.
 FD0129
 FD0129;                    North         East    Units  Estimated Accuracy
 FD0129;SPC TN       -   134,820.      582,770.      MT  (+/- 180 meters Scaled)
 FD0129
 FD0129                          SUPERSEDED SURVEY CONTROL
 FD0129
 FD0129  NGVD 29 (??/??/92)  345.643  (m)         1134.00   (f) ADJ UNCH    2 0
 FD0129
 FD0129.Superseded values are not recommended for survey control.
 FD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0129.See file dsdata.txt to determine how the superseded data were derived.
 FD0129
 FD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE734341(NAD 83)
 FD0129_MARKER: DR = REFERENCE MARK DISK
 FD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0129_STAMPING: HANDLE NO 1 1960
 FD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0129+STABILITY: SURFACE MOTION
 FD0129
 FD0129  HISTORY     - Date     Condition        Report By
 FD0129  HISTORY     - 1960     MONUMENTED       CGS
 FD0129
 FD0129                          STATION DESCRIPTION
 FD0129
 FD0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0129'7.5 MI SE FROM BEECH GROVE.
 FD0129'THIS MARK IS LOCATED AT THE HANDLE 1960 STATION SITE, 27.3 FT.
 FD0129'SOUTHEAST OF THE STATION MARK AND 29 FT. EAST OF A 12-INCH TREE.
 FD0129'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0129'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0131 ***********************************************************************
 FD0131  DESIGNATION -  HANDLE RM 2
 FD0131  PID         -  FD0131
 FD0131  STATE/COUNTY-  TN/COFFEE
 FD0131  USGS QUAD   -  NOAH (1976)
 FD0131
 FD0131                         *CURRENT SURVEY CONTROL
 FD0131  ___________________________________________________________________
 FD0131* NAD 83(1986)-  35 32 54.     (N)    086 11 24.     (W)     SCALED    
 FD0131* NAVD 88     -       347.232  (meters)    1139.21   (feet)  ADJUSTED  
 FD0131  ___________________________________________________________________
 FD0131  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0131  DYNAMIC HT  -         346.905 (meters)    1138.14  (feet)  COMP
 FD0131  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD0131
 FD0131  VERT ORDER  -  SECOND    CLASS 0
 FD0131
 FD0131.The horizontal coordinates were scaled from a topographic map and have
 FD0131.an estimated accuracy of +/- 6 seconds.
 FD0131
 FD0131.The orthometric height was determined by differential leveling
 FD0131.and adjusted by the National Geodetic Survey in June 1991..
 FD0131
 FD0131.The geoid height was determined by GEOID03.
 FD0131
 FD0131.The dynamic height is computed by dividing the NAVD 88
 FD0131.geopotential number by the normal gravity value computed on the
 FD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0131.degrees latitude (g = 980.6199 gals.).
 FD0131
 FD0131.The modeled gravity was interpolated from observed gravity values.
 FD0131
 FD0131;                    North         East    Units  Estimated Accuracy
 FD0131;SPC TN       -   134,820.      582,770.      MT  (+/- 180 meters Scaled)
 FD0131
 FD0131                          SUPERSEDED SURVEY CONTROL
 FD0131
 FD0131  NGVD 29 (??/??/92)  347.226  (m)         1139.19   (f) ADJ UNCH    2 0
 FD0131
 FD0131.Superseded values are not recommended for survey control.
 FD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0131.See file dsdata.txt to determine how the superseded data were derived.
 FD0131
 FD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE734341(NAD 83)
 FD0131_MARKER: DR = REFERENCE MARK DISK
 FD0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0131_STAMPING: HANDLE NO 2 1960
 FD0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0131+STABILITY: SURFACE MOTION
 FD0131
 FD0131  HISTORY     - Date     Condition        Report By
 FD0131  HISTORY     - 1960     MONUMENTED       CGS
 FD0131
 FD0131                          STATION DESCRIPTION
 FD0131
 FD0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0131'7.5 MI SE FROM BEECH GROVE.
 FD0131'THIS MARK IS LOCATED AT THE HANDLE 1960 STATION SITE, 26.3 FT.
 FD0131'SOUTHWEST OF THE STATION MARK AND 16 FT. WEST OF A 12-INCH TREE.
 FD0131'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0131'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0952 ***********************************************************************
 FC0952  DESIGNATION -  HANNAH
 FC0952  PID         -  FC0952
 FC0952  STATE/COUNTY-  TN/ROANE
 FC0952  USGS QUAD   -  HARRIMAN (1980)
 FC0952
 FC0952                         *CURRENT SURVEY CONTROL
 FC0952  ___________________________________________________________________
 FC0952* NAD 83(1995)-  35 57 47.51999(N)    084 31 18.61985(W)     ADJUSTED  
 FC0952* NAVD 88     -       251.697  (meters)     825.78   (feet)  ADJUSTED  
 FC0952  ___________________________________________________________________
 FC0952  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 FC0952  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0952  DYNAMIC HT  -         251.466 (meters)     825.02  (feet)  COMP
 FC0952  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FC0952
 FC0952  HORZ ORDER  -  SECOND
 FC0952  VERT ORDER  -  SECOND    CLASS 0
 FC0952
 FC0952.The horizontal coordinates were established by classical geodetic methods
 FC0952.and adjusted by the National Geodetic Survey in April 1999..
 FC0952
 FC0952.The orthometric height was determined by differential leveling
 FC0952.and adjusted by the National Geodetic Survey in June 1991..
 FC0952
 FC0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0952
 FC0952.The geoid height was determined by GEOID03.
 FC0952
 FC0952.The dynamic height is computed by dividing the NAVD 88
 FC0952.geopotential number by the normal gravity value computed on the
 FC0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0952.degrees latitude (g = 980.6199 gals.).
 FC0952
 FC0952.The modeled gravity was interpolated from observed gravity values.
 FC0952
 FC0952;                    North         East     Units Scale Factor Converg.
 FC0952;SPC TN       -   181,839.240   733,326.741   MT  0.99995093   +0 51 55.3
 FC0952;SPC TN       -   596,584.24  2,405,922.82   sFT  0.99995093   +0 51 55.3
 FC0952;UTM  16      - 3,982,706.038   723,476.298   MT  1.00021542   +1 27 21.4
 FC0952
 FC0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0952!SPC TN       -   0.99996521  x   0.99995093  =   0.99991614
 FC0952!UTM  16      -   0.99996521  x   1.00021542  =   1.00018063
 FC0952
 FC0952|---------------------------------------------------------------------|
 FC0952| PID    Reference Object                     Distance      Geod. Az  |
 FC0952|                                                           dddmmss.s |
 FC0952| FC0951 HANNAH RM 1                          13.236 METERS 09515     |
 FC0952| CZ4838 HANNAH RM 3                          13.781 METERS 18118     |
 FC0952| FC1810 WILD                                APPROX. 5.7 KM 2222806.9 |
 FC0952| FC0954 HANNAH AZ MK                                       2231941.3 |
 FC0952| FC0953 HANNAH RM 2                          13.171 METERS 26823     |
 FC0952| CZ4839 HANNAH RM 4                          11.342 METERS 27124     |
 FC0952|---------------------------------------------------------------------|
 FC0952
 FC0952                          SUPERSEDED SURVEY CONTROL
 FC0952
 FC0952  NAD 83(1995)-  35 57 47.52851(N)    084 31 18.61903(W) AD(       ) 2
 FC0952  NAD 83(1986)-  35 57 47.53357(N)    084 31 18.61752(W) AD(       ) 2
 FC0952  NAD 27      -  35 57 47.25815(N)    084 31 18.85911(W) AD(       ) 2
 FC0952  NGVD 29 (??/??/??)  251.81   (m)          826.1    (f) RESET       3  
 FC0952
 FC0952.Superseded values are not recommended for survey control.
 FC0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0952.See file dsdata.txt to determine how the superseded data were derived.
 FC0952
 FC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2347682706(NAD 83)
 FC0952_MARKER: DD = SURVEY DISK
 FC0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0952_SP_SET: MONUMENT
 FC0952_STAMPING: HANNAH 1965
 FC0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0952
 FC0952  HISTORY     - Date     Condition        Report By
 FC0952  HISTORY     - 1965     MONUMENTED       TNHD
 FC0952  HISTORY     - 1968     SEE DESCRIPTION  TVA
 FC0952  HISTORY     - 1972     GOOD             NGS
 FC0952  HISTORY     - 1972     GOOD             NGS
 FC0952
 FC0952                          STATION DESCRIPTION
 FC0952
 FC0952'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0952'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HARRIMAN.
 FC0952'
 FC0952'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO EASTERLY ON
 FC0952'STATE ROUTE 61 FOR 2.9 MILES TO A GRAVELED DRIVE ON THE LEFT.
 FC0952'TURN LEFT ON THE GRAVELED DRIVE AND GO 0.05 MILE TO THE STATION ON
 FC0952'THE RIGHT.
 FC0952'
 FC0952'THE STATION IS 42 FEET SOUTHWEST OF A 16-INCH WALNUT TREE, 8 FEET
 FC0952'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 5 FEET
 FC0952'SOUTH OF A FENCE POST AT A GATE OPENING AND 1.9 FEET SOUTH OF A METAL
 FC0952'WITNESS POST WITH SIGN. THE SURFACE AND UNDERGROUND MARKS
 FC0952'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 FC0952'STAMPED HANNAH 1965. THE UNDERGROUND MARK IS ABOUT 30
 FC0952'INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET IN A 10-INCH
 FC0952'SQUARE, FLUSH CONCRETE MONUMENT.
 FC0952'
 FC0952'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF A FENCE AND 7 FEET NORTH OF
 FC0952'THE APPROXIMATE CENTER OF A GRAVELED DRIVE. IT IS A STANDARD
 FC0952'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH
 FC0952'CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH RM-1 1965.
 FC0952'
 FC0952'REFERENCE MARK NO. 2 IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0952'GRAVELED DRIVE AND 7 FEET SOUTH OF A FENCE. IT IS A STANDARD
 FC0952'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH
 FC0952'CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH RM-2 1965.
 FC0952'
 FC0952'THE AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE APPROXINATE CENTER OF
 FC0952'STATE ROUTE 61 AND 2 FEET SOUTHEAST OF POWER POLE NO 3-82.
 FC0952'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FC0952'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH
 FC0952'AZI 1965.
 FC0952'
 FC0952'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN HARRIMAN, GO
 FC0952'EASTERLY ON STATE ROUTE 61 FOR 2.55 MILES TO A BANK OF A
 FC0952'HIGHWAY CUT AND THE AZIMUTH MARK ON THE RIGHT.
 FC0952'
 FC0952'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC0952
 FC0952                          STATION RECOVERY (1968)
 FC0952
 FC0952'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968 (GBS)
 FC0952'HANNAH RM 1 NOT FOUND.  BELIEVED DESTROYED BY WIDENING OF ROAD.
 FC0952'HANNAH RM 2 - TOP
 FC0952'BROKEN OFF, BASE STILL IN ABOUT FLUSH WITH GROUND.
 FC0952'HANNAH AZI - NOT FOUND.  BELIEVED
 FC0952'DESTROYED BY WIDENING OF NEW HWY.
 FC0952'
 FC0952'SEARCHED FOR OR RECOVERED BY-LITTLE AND STINER
 FC0952'
 FC0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-3.0 MI N-E OF
 FC0952'HARRIMAN.
 FC0952
 FC0952                          STATION RECOVERY (1972)
 FC0952
 FC0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC0952'THE STATION MARK ONLY WAS FOUND IN GOOD CONDITION. THE AZIMUTH MARK
 FC0952'AND REFERENCE MARK NO. 1 WERE DESTROYED BY CONSTRUCTION
 FC0952'ALONG U.S. HIGHWAY 27 AND STATE ROUTE 61 SEVERAL YEARS AGO, WHEN
 FC0952'THESE HIGHWAYS WERE RELOCATED AND LANED.  THE CONCRETE MONUMENT FOR
 FC0952'THE REFERENCE MARK NO. 2 WAS RECOVERED WITH THE DISK GONE AND PART OF
 FC0952'THE MONUMENT CHIPPED AWAY, BUT WITH THE MARK OF THE SHANK OF THE
 FC0952'DISK STILL PLAINLY VISIBLE. THE CENTER OF THE OLD SHANK HOLE WAS
 FC0952'DETERMINED AND MARKED AND CHECKED THE 1965 MEASUREMENT FLAT. TWO NEW
 FC0952'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED. THE STATION WAS
 FC0952'THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON ALL POINTS USING
 FC0952'A DISTANT LOOKOUT TOWER AS THE INITIAL.
 FC0952'
 FC0952'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0952'
 FC0952'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HARRIMAN AT THE T
 FC0952'JUNCTION OF A GRAVELED DRIVE LEADING NORTHWESTERLY TO
 FC0952'A DISTANT FARM, AND IS THOUGHT TO BE ALONG THE HIGHWAY RIGHT-OF-WAY.
 FC0952'
 FC0952'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO EAST AND
 FC0952'NORTHEASTERLY ON U. S. HIGHWAY 27 AND STATE ROUTE 61 FOR
 FC0952'0.4 OF A MILE TO THE T JUNCTION OF STATE ROUTE 29A ON THE LEFT.
 FC0952'CONTINUE NORTHEASTERLY ON U. S.  HIGHWAY 27 AND STATE
 FC0952'ROUTE 61 (RELOCATED) FOR 2.25 MILES TO A GRAVELED T ROAD ON THE LEFT
 FC0952'AND THE STATION. CONTINUE NORTHEASTERLY ON
 FC0952'THE DIVIDED HIGHWAY FOR 0.3 OF A MILE TO A CROSS-OVER AND ANOTHER T
 FC0952'ROAD LEFT. HERE CROSS-OVER TO THE SOUTHWEST BOUND TRAFFIC
 FC0952'LANES AND BACKTRACK FOR 0.3 OF A MILE TO THE STATION SITE ON
 FC0952'THE RIGHT.
 FC0952'
 FC0952'THE STATION IS 110 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FC0952'SOUTHWEST BOUND TRAFFIC LANES OF U. S. HIGHWAY 27 AND STATE
 FC0952'ROUTE 61, 50 FEET WEST OF A V FENCE CORNER POST, 41 FEET SOUTHWEST OF
 FC0952'AN 18-INCH OAK TREE, 20 FEET NORTH OF THE APPROXIMATE CENTER
 FC0952'OF A GRAVELED DRIVE, 4.5 FEET SOUTH OF A FENCE, AND 1.3 FEET SOUTH OF
 FC0952'A METAL WITNESS POST AND SIGN. IT IS A STANDARD TENNESSEE
 FC0952'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 FC0952'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH 1965.
 FC0952'
 FC0952'REFERENCE MARK NO. 3 IS ON A V SHAPED PIECE OF LAND ACROSS THE
 FC0952'GRAVELED DRIVEWAY SOUTH OF THE STATION, 100 FEET NORTHEAST
 FC0952'OF A POWERLINE POLE, 70 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0952'THE SOUTHWEST BOUND TRAFFIC LANES ON U.S.  HIGHWAY 27 AND STATE ROUTE
 FC0952'61, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE,
 FC0952'AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC0952'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC0952'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED HANNAH 1965 NO 3 1972.
 FC0952'
 FC0952'REFERENCE MARK NO. 4 IS 87 FEET WEST OF THE V FENCE CORNER POST, 73
 FC0952'FEET WEST-SOUTHWEST OF THE 18-INCH OAK TREE, 15 FEET NORTH OF THE
 FC0952'APPROXIMATE CENTER OF THE GRAVELED DRIVE, 4.5 FEET SOUTH OF A FENCE,
 FC0952'AND 1.0 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 FC0952'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FC0952'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED HANNAH 1965 NO
 FC0952'4 1972.
 FC0952'
 FC0952'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 FC0952'REFERENCE MARK NO. 4 IS 58.62 FEET-17.866 METERS.
 FC0952'
 FC0952'THE CONCRETE MONUMENT FOR OLD REFERENCE MARK NO. 2 IS SPLIT OFF ON
 FC0952'ONE SIDE SO BADLY AND IN SUCH A POOR LOCATION THAT NO REFERENCE
 FC0952'MEASUREMENTS WERE MADE TO IT.
 FC0952'
 FC0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3.0 MILES
 FC0952'NORTHEAST OF HARRIMAN.
 FC0952
 FC0952                          STATION RECOVERY (1972)
 FC0952
 FC0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC0952'3 MI NE FROM HARRIMAN.
 FC0952'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 FC0952'DESCRIPTION FOLLOWS.  TO REACH THE MARK FROM THE POST OFFICE IN
 FC0952'HARRIMAN, GO EAST AND NORTHEASTERLY ON U.S. HIGHWAY 27 AND STATE
 FC0952'ROUTE 61 FOR 0.4 OF A MILE TO THE T JUNCTION OF STATE ROUTE 29A
 FC0952'ON THE LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 27 AND STATE
 FC0952'ROUTE 61 (RELOCATED) FOR 2.25 MILES TO A GRAVELED T ROAD LEFT
 FC0952'ACROSS THE FOUR LANE HIGHWAY AND THE HANNAH 1965 TRAVERSE
 FC0952'STATION AS DESCRIBED.  IT IS 110 FEET NORTHWEST OF THE APPROXIMATE
 FC0952'CENTER OF THE SOUTHWEST BOUND TRAFFIC LANES OF U.S. HIGHWAY 27
 FC0952'AND STATE ROUTE 61, 50 FEET WEST OF A V FENCE CORNER POST, 41
 FC0952'FEET SOUTHWEST OF AN 18-INCH OAK TREE, 20 FEET NORTH OF THE
 FC0952'APPROXIMATE CENTER OF A GRAVELED DRIVE, 4.5 FEET SOUTH OF A FENCE,
 FC0952'AND 1.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0952'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FC0952'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC0952'HANNAH 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0306 ***********************************************************************
 FE0306  DESIGNATION -  HARDIN
 FE0306  PID         -  FE0306
 FE0306  STATE/COUNTY-  TN/HARDIN
 FE0306  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0306
 FE0306                         *CURRENT SURVEY CONTROL
 FE0306  ___________________________________________________________________
 FE0306* NAD 83(1995)-  35 13 29.90352(N)    088 15 02.35317(W)     ADJUSTED  
 FE0306* NAVD 88     -       133.973  (meters)     439.54   (feet)  ADJUSTED  
 FE0306  ___________________________________________________________________
 FE0306  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FE0306  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0306  DYNAMIC HT  -         133.852 (meters)     439.15  (feet)  COMP
 FE0306  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0306
 FE0306  HORZ ORDER  -  SECOND
 FE0306  VERT ORDER  -  SECOND    CLASS 0
 FE0306
 FE0306.The horizontal coordinates were established by classical geodetic methods
 FE0306.and adjusted by the National Geodetic Survey in April 1999..
 FE0306
 FE0306.The orthometric height was determined by differential leveling
 FE0306.and adjusted by the National Geodetic Survey in June 1991..
 FE0306
 FE0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0306
 FE0306.The geoid height was determined by GEOID03.
 FE0306
 FE0306.The dynamic height is computed by dividing the NAVD 88
 FE0306.geopotential number by the normal gravity value computed on the
 FE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0306.degrees latitude (g = 980.6199 gals.).
 FE0306
 FE0306.The modeled gravity was interpolated from observed gravity values.
 FE0306
 FE0306;                    North         East     Units Scale Factor Converg.
 FE0306;SPC TN       -   101,283.807   395,123.007   MT  1.00000451   -1 19 03.4
 FE0306;SPC TN       -   332,295.29  1,296,332.73   sFT  1.00000451   -1 19 03.4
 FE0306;UTM  16      - 3,898,708.736   386,185.973   MT  0.99975964   -0 43 17.2
 FE0306
 FE0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0306!SPC TN       -   0.99998330  x   1.00000451  =   0.99998781
 FE0306!UTM  16      -   0.99998330  x   0.99975964  =   0.99974295
 FE0306
 FE0306:                Primary Azimuth Mark                     Grid Az
 FE0306:SPC TN       -  SAVANNAH RAD STA WORM MAST               029 30 01.0
 FE0306:UTM  16      -  SAVANNAH RAD STA WORM MAST               028 54 14.8
 FE0306
 FE0306|---------------------------------------------------------------------|
 FE0306| PID    Reference Object                     Distance      Geod. Az  |
 FE0306|                                                           dddmmss.s |
 FE0306| FE2252 SAVANNAH RAD STA WORM MAST          APPROX. 1.9 KM 0281057.6 |
 FE0306| FE2251 SAVANNAH MUNICIPAL TANK             APPROX. 0.7 KM 0733214.4 |
 FE0306| FE0305 HARDIN RM 1                          44.142 METERS 09017     |
 FE0306| FE2256 SAVANNAH COUNTY CTHSE CUPOLA         24.652 METERS 14004     |
 FE0306| FE0308 HARDIN AZ MK                                       2825139.9 |
 FE0306| FE0307 HARDIN RM 2                          44.734 METERS 28334     |
 FE0306|---------------------------------------------------------------------|
 FE0306
 FE0306                          SUPERSEDED SURVEY CONTROL
 FE0306
 FE0306  NAD 83(1995)-  35 13 29.90664(N)    088 15 02.35289(W) AD(       ) 2
 FE0306  NAD 83(1995)-  35 13 29.90708(N)    088 15 02.35253(W) AD(       ) 2
 FE0306  NAD 83(1995)-  35 13 29.91069(N)    088 15 02.35276(W) AD(       ) 2
 FE0306  NAD 83(1986)-  35 13 29.91249(N)    088 15 02.35258(W) AD(       ) 2
 FE0306  NAD 27      -  35 13 29.61990(N)    088 15 02.22020(W) AD(       ) 2
 FE0306  NGVD 29 (??/??/??)  133.987  (m)          439.59   (f) ADJUSTED    2 0
 FE0306
 FE0306.Superseded values are not recommended for survey control.
 FE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0306.See file dsdata.txt to determine how the superseded data were derived.
 FE0306
 FE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8618698709(NAD 83)
 FE0306_MARKER: DS = TRIANGULATION STATION DISK
 FE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0306_STAMPING: HARDIN 1962
 FE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0306+STABILITY: SURFACE MOTION
 FE0306
 FE0306  HISTORY     - Date     Condition        Report By
 FE0306  HISTORY     - 1962     MONUMENTED       TNHD
 FE0306  HISTORY     - 1962     GOOD             TNHD
 FE0306  HISTORY     - 1972     GOOD             LOCSUR
 FE0306
 FE0306                          STATION DESCRIPTION
 FE0306
 FE0306'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0306'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE HARDIN COUNTY
 FE0306'COURTHOUSE LAWN IN SAVANNAH.
 FE0306'
 FE0306'THE SURFACE MARK DISK IS CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE
 FE0306'MONUMENT.  IT IS 50 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FE0306'ROUTE 15, 24 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HARDIN
 FE0306'COUNTY COURTHOUSE, AND 2 FEET NORTH OF A SIDEWALK.
 FE0306'
 FE0306'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0306'DEPARTMENT DISKS STAMPED HARDIN 1962.
 FE0306'
 FE0306'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FE0306'
 FE0306'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0306'CEMENTED IN A DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED
 FE0306'HARDIN RM-1 1962.  IT IS 25 FEET WEST OF THE CORNER OF CERRY AND MAIN
 FE0306'STREET, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FE0306'15, 15 FEET SOUTH OF THE EDGE OF A SIDEWALK, AND 14 FEET NORTHWEST OF
 FE0306'A UTILITY POLE.
 FE0306'
 FE0306'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0306'CEMENTED IN A DRILLED HOLE IN A SIDEWALK.  IT IS 44 FEET EAST OF THE
 FE0306'APPROXIMATE CENTER OF CANDY CIRCLE, 43 FEET NORTH OF THE APPROXIMATE
 FE0306'CENTER OF MAIN STREET, 3 FEET SOUTHWEST OF A 10-INCH WILD CHERRY
 FE0306'TREE, AND 6 INCHES SOUTH OF THE EDGE OF THE SIDEWALK.
 FE0306'
 FE0306'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0306'CEMENTED IN A DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED
 FE0306'HARDIN AZI 1962.  IT IS 44 FEET EAST OF THE APPROXIMATE CENTER OF
 FE0306'CANDY CIRCLE, 43 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE0306'MAIN STREET, 3 FEET SOUTHWEST OF A 10-INCH WILD CHERRY TREE AND 6
 FE0306'INCHES SOUTH OF THE EDGE OF THE SIDEWALK.
 FE0306'
 FE0306'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.2 MILE WEST ON
 FE0306'MAIN STREET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE0306'
 FE0306'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FE0306
 FE0306                          STATION RECOVERY (1962)
 FE0306
 FE0306'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0306'AT SAVANNAH.
 FE0306'AT THE COURTHOUSE IN SAVANNAH, THE MARK IS 24 FT. NORTHEAST OF
 FE0306'THE NORTHWEST CORNER OF THE HARDIN COUNTY COURTHOUSE AND 50 FT.
 FE0306'SOUTH OF THE CENTERLINE OF U.S. 64.  A STANDARD TENNESSEE HIGHWAY
 FE0306'DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 FE0306'MONUMENT FLUSH WITH THE GROUND AND STAMPED HARDIN 1962.
 FE0306
 FE0306                          STATION RECOVERY (1972)
 FE0306
 FE0306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JOG)
 FE0306'CONDITION OF POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN STATION MARK
 FE0306'STATE HWY DPT 1962.
 FE0306'
 FE0306'REF. AND DESCRIPTION GOOD.
 FE0306'
 FE0306'HARDIN RM 1- POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN RM-1.
 FE0306'
 FE0306'DESCRIPTION GOOD IN BULLETIN.
 FE0306'
 FE0306'HARDIN RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN RM-2.
 FE0306'
 FE0306'DESCRIPTION GOOD IN BULLETIN.
 FE0306'
 FE0306'HARDIN AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN AZI STATE
 FE0306'HWY DEPT.
 FE0306'
 FE0306'DESCRIPTION AND REF GOOD AS DESCRIBED IN QUAD NO. 13.
 FE0306'
 FE0306'DISTANCE AND DIRECTION FROM NEAREST TOWN 0.2 MI WEST FROM COURTHOUSE
 FE0306'(SAVANNAH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0308 ***********************************************************************
 FE0308  DESIGNATION -  HARDIN AZ MK
 FE0308  PID         -  FE0308
 FE0308  STATE/COUNTY-  TN/HARDIN
 FE0308  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0308
 FE0308                         *CURRENT SURVEY CONTROL
 FE0308  ___________________________________________________________________
 FE0308* NAD 83(1986)-  35 13 29.     (N)    088 15 02.     (W)     SCALED    
 FE0308* NAVD 88     -       131.166  (meters)     430.33   (feet)  ADJUSTED  
 FE0308  ___________________________________________________________________
 FE0308  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0308  DYNAMIC HT  -         131.047 (meters)     429.94  (feet)  COMP
 FE0308  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0308
 FE0308  VERT ORDER  -  SECOND    CLASS 0
 FE0308
 FE0308.The horizontal coordinates were scaled from a topographic map and have
 FE0308.an estimated accuracy of +/- 6 seconds.
 FE0308
 FE0308.The orthometric height was determined by differential leveling
 FE0308.and adjusted by the National Geodetic Survey in June 1991..
 FE0308
 FE0308.The geoid height was determined by GEOID03.
 FE0308
 FE0308.The dynamic height is computed by dividing the NAVD 88
 FE0308.geopotential number by the normal gravity value computed on the
 FE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0308.degrees latitude (g = 980.6199 gals.).
 FE0308
 FE0308.The modeled gravity was interpolated from observed gravity values.
 FE0308
 FE0308;                    North         East    Units  Estimated Accuracy
 FE0308;SPC TN       -   101,260.      395,130.      MT  (+/- 180 meters Scaled)
 FE0308
 FE0308                          SUPERSEDED SURVEY CONTROL
 FE0308
 FE0308  NGVD 29 (??/??/??)  131.178  (m)          430.37   (f) ADJUSTED    2 0
 FE0308
 FE0308.Superseded values are not recommended for survey control.
 FE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0308.See file dsdata.txt to determine how the superseded data were derived.
 FE0308
 FE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD861986(NAD 83)
 FE0308_MARKER: DZ = AZIMUTH MARK DISK
 FE0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0308_SP_SET: SIDEWALK
 FE0308_STAMPING: HARDIN AZI 1962
 FE0308_MARK LOGO: TNHD  
 FE0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0308
 FE0308  HISTORY     - Date     Condition        Report By
 FE0308  HISTORY     - 1962     MONUMENTED       TNHD
 FE0308
 FE0308                          STATION DESCRIPTION
 FE0308
 FE0308'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0308'AT SAVANNAH.
 FE0308'FROM THE COURTHOUSE IN SAVANNAH GO WEST ON MAIN ST. FOR 0.2 MILE
 FE0308'TO THE AZIMUTH ON THE RIGHT.  THE MARK IS 43 FT. NORTH OF THE
 FE0308'CENTER OF MAIN ST., 44 FT. EAST OF THE CENTER OF CANBY CIRCLE, 3
 FE0308'FT. SOUTHWEST OF A 10 INCH WILD CHERRY TREE AND 6 INCHES SOUTH OF
 FE0308'THE EDGE OF THE SIDEWALK.  A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0308'DISK CEMENTED IN A DRILLED HOLE IN THE SURFACE OF THE SIDEWALK
 FE0308'AND STAMPED HARDIN AZI, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0305 ***********************************************************************
 FE0305  DESIGNATION -  HARDIN RM 1
 FE0305  PID         -  FE0305
 FE0305  STATE/COUNTY-  TN/HARDIN
 FE0305  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0305
 FE0305                         *CURRENT SURVEY CONTROL
 FE0305  ___________________________________________________________________
 FE0305* NAD 83(1986)-  35 13 29.     (N)    088 15 01.     (W)     SCALED    
 FE0305* NAVD 88     -       133.420  (meters)     437.73   (feet)  ADJUSTED  
 FE0305  ___________________________________________________________________
 FE0305  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0305  DYNAMIC HT  -         133.300 (meters)     437.34  (feet)  COMP
 FE0305  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0305
 FE0305  VERT ORDER  -  SECOND    CLASS 0
 FE0305
 FE0305.The horizontal coordinates were scaled from a topographic map and have
 FE0305.an estimated accuracy of +/- 6 seconds.
 FE0305
 FE0305.The orthometric height was determined by differential leveling
 FE0305.and adjusted by the National Geodetic Survey in June 1991..
 FE0305
 FE0305.The geoid height was determined by GEOID03.
 FE0305
 FE0305.The dynamic height is computed by dividing the NAVD 88
 FE0305.geopotential number by the normal gravity value computed on the
 FE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0305.degrees latitude (g = 980.6199 gals.).
 FE0305
 FE0305.The modeled gravity was interpolated from observed gravity values.
 FE0305
 FE0305;                    North         East    Units  Estimated Accuracy
 FE0305;SPC TN       -   101,260.      395,160.      MT  (+/- 180 meters Scaled)
 FE0305
 FE0305                          SUPERSEDED SURVEY CONTROL
 FE0305
 FE0305  NGVD 29 (??/??/??)  133.434  (m)          437.77   (f) ADJUSTED    2 0
 FE0305
 FE0305.Superseded values are not recommended for survey control.
 FE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0305.See file dsdata.txt to determine how the superseded data were derived.
 FE0305
 FE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862986(NAD 83)
 FE0305_MARKER: DR = REFERENCE MARK DISK
 FE0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0305_SP_SET: SIDEWALK
 FE0305_STAMPING: HARDIN RM-1 1962
 FE0305_MARK LOGO: TNHD  
 FE0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0305
 FE0305  HISTORY     - Date     Condition        Report By
 FE0305  HISTORY     - 1962     MONUMENTED       TNHD
 FE0305
 FE0305                          STATION DESCRIPTION
 FE0305
 FE0305'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0305'AT SAVANNAH.
 FE0305'AT THE COURTHOUSE IN SAVANNAH, THE MARK IS 28 FT. SOUTH OF THE
 FE0305'CENTERLINE OF U.S. 64, 25 FT. WEST OF THE CORNER OF CHERRY AND
 FE0305'MAIN STREETS, 14 FT. NORTHWEST OF A POWER POLE, AND 1.5 FT. SOUTH
 FE0305'OF THE EDGE OF A SIDEWALK.  A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0305'DISK, CEMENTED IN A DRILLED HOLE IN A SIDEWALK AND STAMPED HARDIN
 FE0305'RM-1, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0307 ***********************************************************************
 FE0307  DESIGNATION -  HARDIN RM 2
 FE0307  PID         -  FE0307
 FE0307  STATE/COUNTY-  TN/HARDIN
 FE0307  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0307
 FE0307                         *CURRENT SURVEY CONTROL
 FE0307  ___________________________________________________________________
 FE0307* NAD 83(1986)-  35 13 28.     (N)    088 15 02.     (W)     SCALED    
 FE0307* NAVD 88     -       132.115  (meters)     433.45   (feet)  ADJUSTED  
 FE0307  ___________________________________________________________________
 FE0307  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0307  DYNAMIC HT  -         131.996 (meters)     433.06  (feet)  COMP
 FE0307  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0307
 FE0307  VERT ORDER  -  SECOND    CLASS 0
 FE0307
 FE0307.The horizontal coordinates were scaled from a topographic map and have
 FE0307.an estimated accuracy of +/- 6 seconds.
 FE0307
 FE0307.The orthometric height was determined by differential leveling
 FE0307.and adjusted by the National Geodetic Survey in June 1991..
 FE0307
 FE0307.The geoid height was determined by GEOID03.
 FE0307
 FE0307.The dynamic height is computed by dividing the NAVD 88
 FE0307.geopotential number by the normal gravity value computed on the
 FE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0307.degrees latitude (g = 980.6199 gals.).
 FE0307
 FE0307.The modeled gravity was interpolated from observed gravity values.
 FE0307
 FE0307;                    North         East    Units  Estimated Accuracy
 FE0307;SPC TN       -   101,230.      395,130.      MT  (+/- 180 meters Scaled)
 FE0307
 FE0307                          SUPERSEDED SURVEY CONTROL
 FE0307
 FE0307  NGVD 29 (??/??/??)  132.128  (m)          433.49   (f) ADJUSTED    2 0
 FE0307
 FE0307.Superseded values are not recommended for survey control.
 FE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0307.See file dsdata.txt to determine how the superseded data were derived.
 FE0307
 FE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD861986(NAD 83)
 FE0307_MARKER: DR = REFERENCE MARK DISK
 FE0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0307_SP_SET: CURB
 FE0307_STAMPING: HARDIN RM-2 1962
 FE0307_MARK LOGO: TNHD  
 FE0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0307
 FE0307  HISTORY     - Date     Condition        Report By
 FE0307  HISTORY     - 1962     MONUMENTED       TNHD
 FE0307
 FE0307                          STATION DESCRIPTION
 FE0307
 FE0307'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0307'AT SAVANNAH.
 FE0307'AT THE COURTHOUSE IN SAVANNAH, THE MARK IS 36 FT. SOUTH OF THE
 FE0307'CENTERLINE OF U.S. 64, 13 FT. EAST OF THE CENTER OF ADAMS ST. AND
 FE0307'5 FT SOUTHWEST OF A POWER POLE.  A STANDARD TENNESSEE HIGHWAY
 FE0307'DEPARTMENT DISK, CEMENTED IN A DRILLED HOLE IN THE TOP OF A CURB
 FE0307'AND STAMPED, HARDIN RM-2, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1483 ***********************************************************************
 FD1483  DESIGNATION -  HARDISON
 FD1483  PID         -  FD1483
 FD1483  STATE/COUNTY-  TN/MARSHALL
 FD1483  USGS QUAD   -  VERONA (1980)
 FD1483
 FD1483                         *CURRENT SURVEY CONTROL
 FD1483  ___________________________________________________________________
 FD1483* NAD 83(1995)-  35 34 39.53420(N)    086 47 15.56797(W)     ADJUSTED  
 FD1483* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 FD1483  ___________________________________________________________________
 FD1483  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1483  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD1483
 FD1483  HORZ ORDER  -  SECOND
 FD1483
 FD1483.The horizontal coordinates were established by classical geodetic methods
 FD1483.and adjusted by the National Geodetic Survey in April 1999..
 FD1483
 FD1483.The orthometric height was scaled from a topographic map.
 FD1483
 FD1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1483
 FD1483.The geoid height was determined by GEOID03.
 FD1483
 FD1483;                    North         East     Units Scale Factor Converg.
 FD1483;SPC TN       -   138,342.965   528,608.874   MT  0.99995836   -0 27 40.1
 FD1483;SPC TN       -   453,880.21  1,734,277.61   sFT  0.99995836   -0 27 40.1
 FD1483;UTM  16      - 3,937,125.878   519,239.438   MT  0.99960456   +0 07 24.8
 FD1483
 FD1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1483!SPC TN       -   0.99996922  x   0.99995836  =   0.99992758
 FD1483!UTM  16      -   0.99996922  x   0.99960456  =   0.99957380
 FD1483
 FD1483|---------------------------------------------------------------------|
 FD1483| PID    Reference Object                     Distance      Geod. Az  |
 FD1483|                                                           dddmmss.s |
 FD1483| CG5981 HARDISON RM 1                        55.718 METERS 04355     |
 FD1483| CG5980 HARDISON AZ MK                                     0831816.9 |
 FD1483| FD1478 POPLIN                              APPROX.18.8 KM 0915636.5 |
 FD1483| CG5982 HARDISON RM 2                        57.016 METERS 12908     |
 FD1483|---------------------------------------------------------------------|
 FD1483
 FD1483                          SUPERSEDED SURVEY CONTROL
 FD1483
 FD1483  NAD 83(1995)-  35 34 39.53818(N)    086 47 15.56997(W) AD(       ) 2
 FD1483  NAD 83(1986)-  35 34 39.54488(N)    086 47 15.56816(W) AD(       ) 2
 FD1483  NAD 27      -  35 34 39.29300(N)    086 47 15.57500(W) AD(       ) 2
 FD1483
 FD1483.Superseded values are not recommended for survey control.
 FD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1483.See file dsdata.txt to determine how the superseded data were derived.
 FD1483
 FD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1923937126(NAD 83)
 FD1483_MARKER: DS = TRIANGULATION STATION DISK
 FD1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1483
 FD1483  HISTORY     - Date     Condition        Report By
 FD1483  HISTORY     - 1934     MONUMENTED       CGS
 FD1483  HISTORY     - 1962     GOOD             CGS
 FD1483  HISTORY     - 1972     GOOD             NGS
 FD1483
 FD1483                          STATION DESCRIPTION
 FD1483
 FD1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1483'ABOUT 3.25 MILES NORTH-NORTHWEST OF VERONAL, 2.5 MILES
 FD1483'SOUTH-SOUTHEAST OF
 FD1483'CANEY SPRINGS, AND ON PROPERTY OF R S O HARDISON.
 FD1483'TO REACH FROM LEWISBURG, GO NORTH 0.9
 FD1483'MILE ON STATE ROUTE 11, TURN
 FD1483'LEFT ONTO CANEY SPRINGS ROAD, GO 9.2 MILES TO A SIDE
 FD1483'ROAD ON LEFT
 FD1483'ABOUT 100 YARDS BEFORE REACHING DUEL RIVER BRIDGE, AND FOLLOW SIDE
 FD1483'ROAD LEFT 0.4 MILE
 FD1483'TO THE HARDISON HOME AND STATION SITE.  STATION IS
 FD1483'ALONG FENCE LINE ON SOUTH SIDE OF
 FD1483'HARDISONS FRONT YARD, 48 FEET SOUTH
 FD1483'OF 26-INCH HICKORY TREE, AND 90 FEET SOUTHEAST OF
 FD1483'SOUTHEAST CORNER OF
 FD1483'THE HARDISON HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1483'STATION DISKS IN
 FD1483'CONCRETE.  REFERENCE MARKS ARE
 FD1483'STANDARD REFERENCE DISKS IN
 FD1483'CONCRETE.  NO 1 IS IN HARDISONS
 FD1483'FRONT YARD, ALONG NORTH FENCE LINE, 20 FEET
 FD1483'EAST OF 10-INCH PEACH
 FD1483'TREE, AND 183.54 FEET FROM STATION.
 FD1483'NO 2 IS IN BARN
 FD1483'LOT, ALONG EAST FENCE LINE, 28 FEET NORTH OF NORTH FACE OF
 FD1483'BARN, AND 187.24 FEET FROM
 FD1483'STATION.
 FD1483'AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 FD1483'CONCRETE ON
 FD1483'PROPERTY OF SAM KRUTCHER, ALONG WEST FENCE LINE OF HIGHWAY
 FD1483'BETWEEN
 FD1483'LEWISBURG AND CANEY SPRINGS, 0.15 MILE NORTH OF DUEL RIVER BRIDGE,
 FD1483'AND 0.5 MILE FROM
 FD1483'STATION N 83 DEG 19 MIN E.
 FD1483
 FD1483                          STATION RECOVERY (1962)
 FD1483
 FD1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1483'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1483'DUE TO THE MANY CHANGES
 FD1483'IS HIGHWAYS AND ROADS THE ORIGINAL DESCRIPTION IS NO
 FD1483'LONGER ADEQUATE.  FOLLOWING IS A
 FD1483'NEW AND COMPLETE DESCRIPTION.
 FD1483'
 FD1483'THE STATION IS LOCATED ON TOP OF A HIGH HILL NEAR THE FARM HOME, ON
 FD1483'THE PROPERTY OF MR
 FD1483'ROBERT S HARDISON, ABOUT 3.25 MILES NORTH-NORTHWEST OF
 FD1483'VERONA, AND 2.5 MILES
 FD1483'SOUTH-SOUTHEAST OF CANEY SPRINGS.
 FD1483'
 FD1483'TO REACH FROM THE NORTHWEST CORNER OF THE MARSHALL COUNTY COURTHOUSE
 FD1483'SQUARE IN LEWISBURG, GO
 FD1483'NORTH ON U S HIGHWAYS 31A AND 431 (THIS IS SECOND
 FD1483'AVENUE) FOR 0.95 MILE TO WHERE U
 FD1483'S HIGHWAY 431 TURNS LEFT, CONTINUE
 FD1483'NORTH ON U S HIGHWAY 31A FOR 0.15 MILE TO VERONA
 FD1483'ROAD (COUNTY ROAD S
 FD1483'7244) ON THE LEFT.  HERE BEAR LEFT ON VERONA ROAD AND GO NORTHERLY
 FD1483'FOR 5.2 MILES TO
 FD1483'THE SMALL COMMUNITY OF VERONA, CONTINUE NORTHERLY ON
 FD1483'VERONA ROAD FOR 1.4 MILES TO AN
 FD1483'OILED T ROAD RIGHT, CONTINUE STRAIGHT
 FD1483'AHEAD, NORTHERLY FOR 0.7 MILE TO A GRAVELED T ROAD
 FD1483'LEFT JUST BEFORE
 FD1483'COMING TO A STEEL BRIDGE OVER THE DUCK RIVER AND A HOUSE IN THE
 FD1483'NORTHWEST ANGLE.
 FD1483'HERE TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO A
 FD1483'GRAVELED T ROAD LEFT, CONTINUE
 FD1483'STRAIGHT AHEAD, NORTHWESTERLY FOR 0.2
 FD1483'MILE TO THE DRIVE LEADING INTO THE ROBERT S
 FD1483'HARDISON FARM ON THE
 FD1483'LEFT, TURN LEFT ON THIS DRIVE AND GO WEST ABOUT 0.05 MILE TO
 FD1483'THE FARM HOME AND
 FD1483'THE STATION IN YARD AS DESCRIBED.
 FD1483'
 FD1483'THE STATION IS 117 FEET SOUTH OF AN 18-INCH HICKORY TREE, 29 FEET
 FD1483'WEST OF AN 8-INCH ELM
 FD1483'TREE, 22 FEET EAST OF A 16-INCH HICKORY TREE, 14 FEET EAST
 FD1483'OF THE CENTER OF A BOARD
 FD1483'GATE, AND 1 FOOT NORTH OF A WOVEN WIRE
 FD1483'FENCE.  IT IS A STANDARD DISK SET IN THE
 FD1483'TOP OF A 10-INCH, SQUARE,
 FD1483'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1483'STAMPED
 FD1483'HARDISON 1934.
 FD1483'
 FD1483'REFERENCE MARK NO 1 IS 92 FEET NORTHWEST OF A 20-INCH HICKORY TREE,
 FD1483'83 FEET NORTH OF A
 FD1483'20-INCH HICKORY TREE, 60 FEET NORTH OF THE APPROXIMATE
 FD1483'CENTER OF THE DRIVEWAY, 54
 FD1483'FEET WEST OF A SMALL CEDAR TREE, AND 0.5
 FD1483'FOOT SOUTH OF A WOVEN WIRE FENCE.  IT IS A
 FD1483'STANDARD DISK SET IN THE
 FD1483'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 FD1483'INCHES AND THE
 FD1483'DISK IS STAMPED HARDISON NO 1 1934.
 FD1483'
 FD1483'REFERENCE MARK NO 2 IS IN A BARN LOT, 109 FEET SOUTH OF A NORTHEAST
 FD1483'FENCE CORNER AND
 FD1483'6-INCH HACKBERRY TREE, 27 FEET NORTH OF THE NORTHEAST
 FD1483'CORNER OF THE BARN AND 1 FOOT
 FD1483'EAST OF A WOVEN WIRE FENCE.  IT IS A
 FD1483'STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1483'SQUARE, CONCRETE MONUMENT
 FD1483'THAT PROJECTS 14 INCHES AND THE DISK IS STAMPED HARDISON NO 2
 FD1483'1934.
 FD1483'
 FD1483'THE AZIMUTH MARK IS 136 FEET SOUTHWEST OF A METAL GATE IN A
 FD1483'NORTH-SOUTH FENCE ON THE
 FD1483'EAST SIDE OF VERONA ROAD, 17 FEET WEST OF THE APPROXIMATE
 FD1483'CENTER OF VERONA ROAD, 5
 FD1483'FEET EAST OF A FENCE, AND 1.3 FEET EAST OF A
 FD1483'METAL WITNESS POST AND SIGN.  IT IS A
 FD1483'STANDARD REFERENCE MARK DISK
 FD1483'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1483'THAT PROJECTS 5
 FD1483'INCHES AND THE DISK IS STAMPED HARDISON AZI 1934.
 FD1483'
 FD1483'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE GRAVELED ROAD GOES
 FD1483'WEST OFF VERONA ROAD AT THE
 FD1483'HOUSE IN THE NORTHWEST ANGLE, CONTINUE NORTHERLY
 FD1483'ON VERONA ROAD, CROSSING THE DUCK
 FD1483'RIVER BRIDGE, FOR 0.25 MILE AND THE
 FD1483'MARK ON THE LEFT ALONG RIGHT-OF-WAY.
 FD1483
 FD1483                          STATION RECOVERY (1972)
 FD1483
 FD1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD1483'THE STATION MARK, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1483'RECOVERED AND
 FD1483'FOUND IN APPARENT GOOD CONDITION.  A COMPLETE AND
 FD1483'THOROUGH SEARCH WAS MADE FOR THE
 FD1483'AZIMUTH MARK, BUT IT COULD NOT BE
 FD1483'FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY NEW
 FD1483'ROAD CONSTRUCTION
 FD1483'IN THE AREA.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 FD1483'OBSERVED BETWEEN
 FD1483'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2.  THE
 FD1483'ANGLE OBSERVED THIS DATE BETWEEN
 FD1483'THESE MARKS SHOWED A DISCREPANCY OF
 FD1483'-01 MIN 08.0 SEC AS COMPARED WITH THE 1934
 FD1483'OBSERVATIONS.  VERTICAL
 FD1483'ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE
 FD1483'DISTANCES
 FD1483'MEASURED.  WHEN COMPUTED AND REDUCED TO THE HORIZONTAL A DISCREPANCY
 FD1483'OF -0.74 OF A FOOT
 FD1483'WAS NOTED FOR REFERENCE MARK NO 1 AND -0.18 OF A
 FD1483'FOOT FOR REFERENCE MARK NO 2.  IT IS
 FD1483'NOT BELIEVED THAT ANY OF THESE
 FD1483'MARKS HAVE BEEN DISTURBED, DUE TO THEIR LOCATION UNDER
 FD1483'OLD FENCES AND THE
 FD1483'GOOD CONDITION OF THE MARKS.
 FD1483'
 FD1483'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1483'
 FD1483'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF LEWISBURG, ABOUT 3.25
 FD1483'MILES
 FD1483'NORTH-NORTHWEST OF THE SMALL COMMUNITY OF VERONA, ABOUT 2.5
 FD1483'MILES SOUTH-SOUTHEAST OF
 FD1483'THE SMALL COMMUNITY OF CANEY SPRINGS, AND IS
 FD1483'NOW ON THE PROPERTY OF MR OLLIE B ORR WHO
 FD1483'GAVE PERMISSION TO OCCUPY.
 FD1483'
 FD1483'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE MARSHALL COUNTY
 FD1483'COURTHOUSE IN
 FD1483'LEWISBURG, GO NORTHERLY ON U S HIGHWAYS 31A AND 431
 FD1483'(SECOND AVENUE) FOR 0.95 OF A
 FD1483'MILE TO WHERE 431 FORKS LEFT AND RIGHT.
 FD1483'HERE CONTINUE NORTHERLY ON U S HIGHWAY 31A FOR
 FD1483'0.95 OF A MILE TO
 FD1483'VERONA ROAD (SECONDARY HIGHWAY 4277) ON THE LEFT.  HERE BEAR LEFT
 FD1483'ON VERONA ROAD
 FD1483'AND CONTINUE IN A GENERAL NORTHERLY DIRECTION FOR 5.05
 FD1483'MILES TO THE SMALL COMMUNITY
 FD1483'OF VERONA.  HERE CONTINUE NORTHERLY ON
 FD1483'SECONDARY HIGHWAY 4277 FOR 2.65 MILES TO AN
 FD1483'OILED T ROAD RIGHT,
 FD1483'CONTINUE STRAIGHT AHEAD, NORTHERLY, ON SECONDARY HIGHWAY 4277
 FD1483'FOR 0.55 OF A
 FD1483'MILE TO A GRAVELED T ROAD LEFT JUST BEFORE REACHING A
 FD1483'CONCRETE BRIDGE OVER THE
 FD1483'DUCK RIVER AND A HOUSE IN THE NORTHWEST
 FD1483'ANGLE.  HERE TURN LEFT ON THIS GRAVELED
 FD1483'ROAD AND GO WESTERLY FOR 0.3
 FD1483'OF A MILE TO A GRAVELED T ROAD LEFT, CONTINUE STRAIGHT
 FD1483'AHEAD,
 FD1483'NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.2 OF A MILE TO A DRIVEWAY ON
 FD1483'THE LEFT LEADING
 FD1483'INTO A FARM HOMESITE.  HERE TURN LEFT ON THIS
 FD1483'GRAVELED DRIVEWAY AND GO WESTERLY
 FD1483'FOR ABOUT 0.05 OF A MILE TO THE
 FD1483'STATION ON THE LEFT AS DESCRIBED.
 FD1483'
 FD1483'THE STATION IS 106 FEET SOUTH OF A 24-INCH HICKORY TREE, 88 FEET WEST
 FD1483'OF A T FENCE
 FD1483'CORNER POST, 51 FEET EAST-SOUTHEAST OF A 16-INCH ELM
 FD1483'TREE, 29 FEET WEST OF AN
 FD1483'18-INCH ELM TREE, 29 FEET EAST OF A FENCE
 FD1483'CORNER POST AT ENTRANCE INTO OLD HOME SITE,
 FD1483'29 FEET EAST OF THE
 FD1483'APPROXIMATE CENTER OF THE DRIVEWAY AT THIS ENTRANCE, 15 FEET
 FD1483'EAST OF THE
 FD1483'APPROXIMATE CNETER OF AN ALUMINUM GATE IN A EAST-WEST FENCE, AND
 FD1483'0.7 OF A FOOT NORTH OF
 FD1483'A METAL WITNESS POST AND SIGN IN OLD FENCE
 FD1483'LINE.  IT IS A STANDARD DISK SET IN THE
 FD1483'TOP OF A 12-INCH, SQUARE,
 FD1483'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1483'STAMPED
 FD1483'HARDISON 1934.
 FD1483'
 FD1483'REFERENCE MARK NO 1 IS 132 FEET EAST-NORTHEAST OF A 24-INCH HICKORY
 FD1483'TREE, 151 FEET
 FD1483'EAST OF A T FENCE CORNER POST, 112 FEET EAST OF THE
 FD1483'APPROXIMATE CENTER OF AN ALUMINUM
 FD1483'GATE IN AN EAST-WEST FENCE, 91 FEET
 FD1483'NORTH-NORTHWEST AND ACROSS THE GRAVELED DRIVE FROM A
 FD1483'30-INCH HICKORY
 FD1483'TREE, 57 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE,
 FD1483'54 FEET WEST OF AN
 FD1483'8-INCH CEDAR TREE, 1.1 FEET WEST OF A METAL
 FD1483'WITNESS POST AND SIGN, AND 0.5 OF A
 FD1483'FOOT SOUTH OF A WOVEN WIRE FENCE.
 FD1483'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1483'SQUARE, CONCRETE
 FD1483'MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED HARDISON NO 1
 FD1483'1934.
 FD1483'
 FD1483'REFERENCE MARK NO 2 IS 108 FEET SOUTH OF A T FENCE CORNER POST, 81
 FD1483'FEET EAST AND
 FD1483'ACROSS A BARN LOT FROM THE APPROXIMATE CENTER OF AN
 FD1483'ALUMINUM GATE IN A NORTH-SOUTH
 FD1483'FENCE, 62 FEET EAST-NORTHEAST OF THE
 FD1483'NORTHWEST CORNER OF A LARGE BARN, 46 FEET SOUTH
 FD1483'OF A 12-INCH ELM
 FD1483'TREE, 28 FEET NORTH OF THE NORTHEAST CORNER OF THE LARGE BARN, 1.2
 FD1483'FEET NORTH OF A
 FD1483'METAL WITNESS POST AND SIGN, AND 0.3 OF A FOOT EAST
 FD1483'OF A WOODEN FENCE.  IT IS A
 FD1483'STANDARD DISK SET IN THE TOP OF A
 FD1483'12-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1483'PROJECTS 14 INCHES AND THE
 FD1483'DISK IS STAMPED HARDISON NO 2 1934.
 FD1483'
 FD1483'THE COMPUTED HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 FD1483'REFERENCE MARK NO
 FD1483'2 IS 250.37 FEET - (76.312) METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2400 ***********************************************************************
 GB2400  DESIGNATION -  HARDY
 GB2400  PID         -  GB2400
 GB2400  STATE/COUNTY-  TN/OVERTON
 GB2400  USGS QUAD   -  WINDLE (1981)
 GB2400
 GB2400                         *CURRENT SURVEY CONTROL
 GB2400  ___________________________________________________________________
 GB2400* NAD 83(1995)-  36 19 37.58154(N)    085 27 31.44460(W)     ADJUSTED  
 GB2400* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 GB2400  ___________________________________________________________________
 GB2400  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GB2400  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB2400
 GB2400  HORZ ORDER  -  SECOND
 GB2400
 GB2400.The horizontal coordinates were established by classical geodetic methods
 GB2400.and adjusted by the National Geodetic Survey in April 1999..
 GB2400
 GB2400.The orthometric height was scaled from a topographic map.
 GB2400
 GB2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2400
 GB2400.The geoid height was determined by GEOID03.
 GB2400
 GB2400;                    North         East     Units Scale Factor Converg.
 GB2400;SPC TN       -   221,344.955   648,599.189   MT  0.99998534   +0 19 00.8
 GB2400;SPC TN       -   726,195.91  2,127,945.84   sFT  0.99998534   +0 19 00.8
 GB2400;UTM  16      - 4,021,332.691   638,339.684   MT  0.99983580   +0 54 47.5
 GB2400
 GB2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2400!SPC TN       -   0.99995388  x   0.99998534  =   0.99993922
 GB2400!UTM  16      -   0.99995388  x   0.99983580  =   0.99978969
 GB2400
 GB2400:                Primary Azimuth Mark                     Grid Az
 GB2400:SPC TN       -  HARDY AZ MK                              133 21 54.0
 GB2400:UTM  16      -  HARDY AZ MK                              132 46 07.3
 GB2400
 GB2400|---------------------------------------------------------------------|
 GB2400| PID    Reference Object                     Distance      Geod. Az  |
 GB2400|                                                           dddmmss.s |
 GB2400| CG5983 HARDY AZ MK                                        1334054.8 |
 GB2400| CG5984 HARDY RM 1                           24.888 METERS 21708     |
 GB2400| CG5985 HARDY RM 2                           25.427 METERS 30917     |
 GB2400|---------------------------------------------------------------------|
 GB2400
 GB2400                          SUPERSEDED SURVEY CONTROL
 GB2400
 GB2400  NAD 83(1995)-  36 19 37.58361(N)    085 27 31.44625(W) AD(       ) 2
 GB2400  NAD 83(1995)-  36 19 37.58806(N)    085 27 31.44777(W) AD(       ) 2
 GB2400  NAD 83(1986)-  36 19 37.59316(N)    085 27 31.44772(W) AD(       ) 2
 GB2400  NAD 27      -  36 19 37.37800(N)    085 27 31.55600(W) AD(       ) 2
 GB2400
 GB2400.Superseded values are not recommended for survey control.
 GB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2400.See file dsdata.txt to determine how the superseded data were derived.
 GB2400
 GB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3834021333(NAD 83)
 GB2400_MARKER: DS = TRIANGULATION STATION DISK
 GB2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2400
 GB2400  HISTORY     - Date     Condition        Report By
 GB2400  HISTORY     - 1949     MONUMENTED       CGS
 GB2400
 GB2400                          STATION DESCRIPTION
 GB2400
 GB2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2400'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF LIVINGSTON AND 6 MILES
 GB2400'SOUTH OF HILHAM.  IT IS 71 FEET SOUTHEAST OF THE INTERSECTION OF A
 GB2400'GRAVEL T-ROAD, 63 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 47
 GB2400'FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD AND 5 FEET WEST OF A
 GB2400'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARDY
 GB2400'1949.
 GB2400'
 GB2400'REFERENCE MARK NO. 1 IS 36 FEET SOUTHWEST OF THE CENTER OF GRAVEL
 GB2400'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HARDY
 GB2400'NO 1 1949.
 GB2400'
 GB2400'REFERENCE MARK NO. 2 IS 27 FEET NORTHEAST OF THE CENTER OF GRAVEL
 GB2400'ROAD AND 20 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD.  THE
 GB2400'MARK IS FLUSH AND THE DISK IS STAMPED HARDY NO 2 1949.
 GB2400'
 GB2400'AZIMUTH MARK IS 41 FEET WEST OF THE INTERSECTION OF A GRAVEL T-ROAD,
 GB2400'23 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 2 FEET NORTHEAST OF A
 GB2400'POWERLINE POLE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 GB2400'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARDY 1949.
 GB2400'
 GB2400'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2400'LIVINGSTON, GO SOUTHWEST ON STATE HIGHWAY NO. 42 AND NO. 85 FOR 1
 GB2400'MILE TO THE INTERSECTION OF STATE HIGHWAY NO. 42 AND NO. 85, TURN
 GB2400'RIGHT ON STATE HIGHWAY NO. 85 AND GO WEST FOR 7.15 MILES TO THE
 GB2400'INTERSECTION OF STATE HIGHWAY NO. 136 IN HILHAM, TURN LEFT ON STATE
 GB2400'HIGHWAY NO. 136 AND GO SOUTH FOR 7.65 MILES TO A GRAVEL T-ROAD
 GB2400'RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO NORTHWEST FOR 1 MILE TO A
 GB2400'T-ROAD LEFT AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE,
 GB2400'CONTINUE NORTHWEST ON GRAVEL ROAD FOR 0.3 MILE TO A T-ROAD RIGHT AND
 GB2400'THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 GB2400'
 GB2400'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3536 ***********************************************************************
 GA3536  DESIGNATION -  HARMON
 GA3536  PID         -  GA3536
 GA3536  STATE/COUNTY-  TN/CLAIBORNE
 GA3536  USGS QUAD   -  CLOUDS (1952)
 GA3536
 GA3536                         *CURRENT SURVEY CONTROL
 GA3536  ___________________________________________________________________
 GA3536* NAD 83(1995)-  36 25 20.78888(N)    083 39 26.23957(W)     ADJUSTED  
 GA3536* NAVD 88     -       469.8    (meters)    1541.     (feet)  VERTCON   
 GA3536  ___________________________________________________________________
 GA3536  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GA3536  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3536
 GA3536  HORZ ORDER  -  SECOND
 GA3536
 GA3536.The horizontal coordinates were established by classical geodetic methods
 GA3536.and adjusted by the National Geodetic Survey in April 1999..
 GA3536
 GA3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3536
 GA3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3536
 GA3536.The geoid height was determined by GEOID03.
 GA3536
 GA3536;                    North         East     Units Scale Factor Converg.
 GA3536;SPC TN       -   234,303.928   810,075.358   MT  1.00000103   +1 22 17.5
 GA3536;SPC TN       -   768,712.14  2,657,722.24   sFT  1.00000103   +1 22 17.5
 GA3536;UTM  17      - 4,034,086.490   261,763.275   MT  1.00029934   -1 34 42.5
 GA3536
 GA3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3536!SPC TN       -   0.99993109  x   1.00000103  =   0.99993212
 GA3536!UTM  17      -   0.99993109  x   1.00029934  =   1.00023041
 GA3536
 GA3536|---------------------------------------------------------------------|
 GA3536| PID    Reference Object                     Distance      Geod. Az  |
 GA3536|                                                           dddmmss.s |
 GA3536| DB9911 HARMON RM 1                           7.722 METERS 00802     |
 GA3536| GA2502 HARMON AZ MK                        APPROX. 0.8 KM 1354050.3 |
 GA3536| DB9912 HARMON RM 2                           5.147 METERS 25337     |
 GA3536|---------------------------------------------------------------------|
 GA3536
 GA3536                          SUPERSEDED SURVEY CONTROL
 GA3536
 GA3536  NAD 83(1995)-  36 25 20.79209(N)    083 39 26.24159(W) AD(       ) 2
 GA3536  NAD 83(1995)-  36 25 20.79148(N)    083 39 26.23447(W) AD(       ) 2
 GA3536  NAD 83(1995)-  36 25 20.79775(N)    083 39 26.24162(W) AD(       ) 2
 GA3536  NAD 83(1986)-  36 25 20.80004(N)    083 39 26.24084(W) AD(       ) 2
 GA3536  NAD 27      -  36 25 20.50572(N)    083 39 26.56563(W) AD(       ) 2
 GA3536  NGVD 29 (07/19/86)  469.9    (m)         1542.     (f) VERT ANG       
 GA3536
 GA3536.Superseded values are not recommended for survey control.
 GA3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3536.See file dsdata.txt to determine how the superseded data were derived.
 GA3536
 GA3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6176334086(NAD 83)
 GA3536_MARKER: DD = SURVEY DISK
 GA3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3536
 GA3536  HISTORY     - Date     Condition        Report By
 GA3536  HISTORY     - 1963     MONUMENTED       TNHD
 GA3536
 GA3536                          STATION DESCRIPTION
 GA3536
 GA3536'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3536'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF NEW TAZEWELL
 GA3536'AND ON THE PROPERTY OF MR.
 GA3536'ED HARMON.
 GA3536'
 GA3536'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA3536'SOUTHWEST ON STATE
 GA3536'ROUTE 33 FOR 3.4 MILES TO A CHURCH ON THE LEFT AND THE AZIMUTH,
 GA3536'CONTINUE STRAIGHT AHEAD
 GA3536'FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT,
 GA3536'TURN SHARP RIGHT AND GO 0.1 MILE, PASSING
 GA3536'THROUGH TWO GATES AND IN
 GA3536'FRONT OF THE HARMON HOME, TO A BARN, FOLLOW A FARM ROAD WEST
 GA3536'FOR 0.05 MILE TO A
 GA3536'GATE, CONTINUE NORTH AND EAST ON THE FARM ROAD FOR 0.15
 GA3536'MILE TO A GATE, TURN LEFT
 GA3536'AND GO NORTH, UPHILL, FOR 0.2 MILE TO THE
 GA3536'STATION AS DESCRIBED.
 GA3536'
 GA3536'THE STATION IS 17 FEET SOUTHEAST OF AN 8-INCH PINE TREE, 16 FEET
 GA3536'SOUTHWEST OF A 6-INCH PINE
 GA3536'TREE AND 7.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE
 GA3536'SURFACE AND UNDERGROUND MARKS
 GA3536'ARE STANDARD TENNESSEE HIGHWAY
 GA3536'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA3536'HARMON 1963.  THE
 GA3536'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA3536'SURFACE DISK IS
 GA3536'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3536'
 GA3536'REFERENCE MARK NO. 1 IS 7 FEET SOUTHEAST OF AN 8-INCH TRIANGLE BLAZED
 GA3536'TREE.  IT IS A STANDARD
 GA3536'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA3536'SQUARE, FLUSH, CONCRETE MONUMENT
 GA3536'AND DISK IS STAMPED HARMON RM-1
 GA3536'1963.
 GA3536'
 GA3536'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF A 4-INCH PINE TREE.  IT IS A
 GA3536'STANDARD TENNESSEE HIGHWAY
 GA3536'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA3536'CONCRETE MONUMENT AND THE DISK IS
 GA3536'STAMPED HARMON RM-2 1963.
 GA3536'
 GA3536'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GA3536'ROUTE 33, 5 FEET WEST OF
 GA3536'THE CENTER OF A GATE AND 1.9 FEET NORTH OF A WITNESS
 GA3536'POST.  IT IS A STANDARD TENNESSEE
 GA3536'HIGHWAY DEPARTMENT DISK SET IS A
 GA3536'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA3536'DISK IS STAMPED
 GA3536'HARMON AZI 1963.
 GA3536'
 GA3536'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3536'
 GA3536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2502 ***********************************************************************
 GA2502  DESIGNATION -  HARMON AZ MK
 GA2502  PID         -  GA2502
 GA2502  STATE/COUNTY-  TN/CLAIBORNE
 GA2502  USGS QUAD   -  CLOUDS (1952)
 GA2502
 GA2502                         *CURRENT SURVEY CONTROL
 GA2502  ___________________________________________________________________
 GA2502* NAD 83(1995)-  36 25 01.58422(N)    083 39 03.03683(W)     ADJUSTED  
 GA2502* NAVD 88     -       405.768  (meters)    1331.26   (feet)  ADJUSTED  
 GA2502  ___________________________________________________________________
 GA2502  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GA2502  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2502  DYNAMIC HT  -         405.401 (meters)    1330.05  (feet)  COMP
 GA2502  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GA2502
 GA2502  HORZ ORDER  -  SECOND
 GA2502  VERT ORDER  -  SECOND    CLASS 0
 GA2502
 GA2502.The horizontal coordinates were established by classical geodetic methods
 GA2502.and adjusted by the National Geodetic Survey in April 1999..
 GA2502
 GA2502.The orthometric height was determined by differential leveling
 GA2502.and adjusted by the National Geodetic Survey in June 1991..
 GA2502
 GA2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2502
 GA2502.The geoid height was determined by GEOID03.
 GA2502
 GA2502.The dynamic height is computed by dividing the NAVD 88
 GA2502.geopotential number by the normal gravity value computed on the
 GA2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2502.degrees latitude (g = 980.6199 gals.).
 GA2502
 GA2502.The modeled gravity was interpolated from observed gravity values.
 GA2502
 GA2502;                    North         East     Units Scale Factor Converg.
 GA2502;SPC TN       -   233,725.985   810,667.409   MT  1.00000008   +1 22 31.0
 GA2502;SPC TN       -   766,816.00  2,659,664.66   sFT  1.00000008   +1 22 31.0
 GA2502;UTM  17      - 4,033,478.665   262,324.966   MT  1.00029604   -1 34 28.0
 GA2502
 GA2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2502!SPC TN       -   0.99994114  x   1.00000008  =   0.99994122
 GA2502!UTM  17      -   0.99994114  x   1.00029604  =   1.00023716
 GA2502
 GA2502                          SUPERSEDED SURVEY CONTROL
 GA2502
 GA2502  NAD 83(1995)-  36 25 01.58742(N)    083 39 03.03888(W) AD(       ) 2
 GA2502  NAD 83(1995)-  36 25 01.58677(N)    083 39 03.03182(W) AD(       ) 2
 GA2502  NAD 83(1995)-  36 25 01.59302(N)    083 39 03.03882(W) AD(       ) 2
 GA2502  NAD 83(1986)-  36 25 01.59528(N)    083 39 03.03804(W) AD(       ) 2
 GA2502  NAD 27      -  36 25 01.30034(N)    083 39 03.36435(W) AD(       ) 2
 GA2502  NGVD 29 (??/??/??)  405.93   (m)         1331.8    (f) RESET       3  
 GA2502
 GA2502.Superseded values are not recommended for survey control.
 GA2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2502.See file dsdata.txt to determine how the superseded data were derived.
 GA2502
 GA2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6232533479(NAD 83)
 GA2502_MARKER: DD = SURVEY DISK
 GA2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2502_STAMPING: HARMON AZI 1963
 GA2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2502+STABILITY: SURFACE MOTION
 GA2502
 GA2502  HISTORY     - Date     Condition        Report By
 GA2502  HISTORY     - 1963     MONUMENTED       TNHD
 GA2502  HISTORY     - 1964     GOOD             TNHD
 GA2502
 GA2502                          STATION DESCRIPTION
 GA2502
 GA2502'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2502'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA2502'SOUTHWEST ON STATE
 GA2502'ROUTE 33 FOR 3.4 MILES.
 GA2502'
 GA2502'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GA2502'ROUTE 33, 5 FEET WEST OF
 GA2502'THE CENTER OF A GATE AND 1.9 FEET NORTH OF A WITNESS
 GA2502'POST.  IT IS A STANDARD TENNESSEE
 GA2502'HIGHWAY DEPARTMENT DISK SET IS A
 GA2502'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2502'DISK IS STAMPED
 GA2502'HARMON AZI 1963.
 GA2502
 GA2502                          STATION RECOVERY (1964)
 GA2502
 GA2502'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2502'4 MI SW FROM NEW TAZEWELL.
 GA2502'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2502'ROUTE 33 FOR 3.4 MILES TO A CHURCH AND THE AZIMUTH MARK ON THE
 GA2502'LEFT.  THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 GA2502'OF STATE ROUTE 33, 5 FEET WEST OF THE CENTER OF A GATE AND 1.9
 GA2502'FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2502'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2502'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0536 ***********************************************************************
 FD0536  DESIGNATION -  HARPETH
 FD0536  PID         -  FD0536
 FD0536  STATE/COUNTY-  TN/WILLIAMSON
 FD0536  USGS QUAD   -  FRANKLIN (1981)
 FD0536
 FD0536                         *CURRENT SURVEY CONTROL
 FD0536  ___________________________________________________________________
 FD0536* NAD 83(1995)-  35 53 35.46045(N)    086 49 47.31715(W)     ADJUSTED  
 FD0536* NAVD 88     -       207.284  (meters)     680.06   (feet)  ADJUSTED  
 FD0536  ___________________________________________________________________
 FD0536  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FD0536  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0536  DYNAMIC HT  -         207.101 (meters)     679.46  (feet)  COMP
 FD0536  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0536
 FD0536  HORZ ORDER  -  SECOND
 FD0536  VERT ORDER  -  SECOND    CLASS 0
 FD0536
 FD0536.The horizontal coordinates were established by classical geodetic methods
 FD0536.and adjusted by the National Geodetic Survey in April 1999..
 FD0536
 FD0536.The orthometric height was determined by differential leveling
 FD0536.and adjusted by the National Geodetic Survey in June 1991..
 FD0536
 FD0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0536
 FD0536.The geoid height was determined by GEOID03.
 FD0536
 FD0536.The dynamic height is computed by dividing the NAVD 88
 FD0536.geopotential number by the normal gravity value computed on the
 FD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0536.degrees latitude (g = 980.6199 gals.).
 FD0536
 FD0536.The modeled gravity was interpolated from observed gravity values.
 FD0536
 FD0536;                    North         East     Units Scale Factor Converg.
 FD0536;SPC TN       -   173,381.478   525,085.199   MT  0.99994893   -0 29 08.9
 FD0536;SPC TN       -   568,835.73  1,722,717.02   sFT  0.99994893   -0 29 08.9
 FD0536;UTM  16      - 3,972,114.417   515,359.457   MT  0.99960291   +0 05 59.2
 FD0536
 FD0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0536!SPC TN       -   0.99997196  x   0.99994893  =   0.99992089
 FD0536!UTM  16      -   0.99997196  x   0.99960291  =   0.99957488
 FD0536
 FD0536|---------------------------------------------------------------------|
 FD0536| PID    Reference Object                     Distance      Geod. Az  |
 FD0536|                                                           dddmmss.s |
 FD0536| FD0532 HARPETH RM 1                         26.536 METERS 01833     |
 FD0536| FD1492 TS H1                               APPROX. 2.2 KM 2362234.2 |
 FD0536| FD0534 HARPETH RM 2                          8.723 METERS 29854     |
 FD0536|---------------------------------------------------------------------|
 FD0536
 FD0536                          SUPERSEDED SURVEY CONTROL
 FD0536
 FD0536  NAD 83(1995)-  35 53 35.46287(N)    086 49 47.31826(W) AD(       ) 2
 FD0536  NAD 83(1986)-  35 53 35.47133(N)    086 49 47.31957(W) AD(       ) 2
 FD0536  NAD 27      -  35 53 35.23500(N)    086 49 47.31510(W) AD(       ) 2
 FD0536  NGVD 29 (??/??/92)  207.270  (m)          680.02   (f) ADJ UNCH    2 0
 FD0536
 FD0536.Superseded values are not recommended for survey control.
 FD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0536.See file dsdata.txt to determine how the superseded data were derived.
 FD0536
 FD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1535972114(NAD 83)
 FD0536_MARKER: DE = TRAVERSE STATION DISK
 FD0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0536_STAMPING: HARPETH 1960
 FD0536_MARK LOGO: CGS   
 FD0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0536+STABILITY: SURFACE MOTION
 FD0536
 FD0536  HISTORY     - Date     Condition        Report By
 FD0536  HISTORY     - 1960     MONUMENTED       CGS
 FD0536  HISTORY     - 1960     GOOD             CGS
 FD0536  HISTORY     - 1961     GOOD             CGS
 FD0536  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0536
 FD0536                          STATION DESCRIPTION
 FD0536
 FD0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0536'THE STATION IS LOCATED ON THE PROPERTY OF MR THOMAS ROBINSON, ABOUT
 FD0536'3.5 MILES SOUTHEAST OF
 FD0536'FRANKLIN AND 500 FEET NORTH OF THE HARPETH RIVER.
 FD0536'
 FD0536'TO REACH FROM THE WILLIAMSON COUNTY COURTHOUSE IN FRANKLIN, GO EAST
 FD0536'ON STATE HIGHWAY NO 96
 FD0536'FOR 2.7 MILES TO CAROTHERS ROAD, TURN RIGHT, SOUTH, AND
 FD0536'GO 1.0 MILE TO A T-JUNCTION,
 FD0536'TURN RIGHT, WEST, AND GO 0.15 MILE TO A
 FD0536'T-JUNCTION, TURN LEFT, SOUTH, AND GO 0.3 MILE
 FD0536'TO THE ROBINSON FARM
 FD0536'BUILDINGS.  PASS THROUGH A BARN LOT EAST OF THE HOUSE TO A METAL
 FD0536'GATE IN AN
 FD0536'EAST-WEST FENCE LINE, PASS THROUGH THIS GATE FOR A DISTANCE OF
 FD0536'ABOUT 15 YARDS TO THE
 FD0536'STATION ON THE LEFT AS DESCRIBED.
 FD0536'
 FD0536'THE STATION IS 45 FEET SOUTH OF A METAL GATE, 18 FEET EAST OF A FARM
 FD0536'DRIVE AND 17.5 FEET WEST OF
 FD0536'THE SOUTHWEST CORNER OF A CHICKEN HOUSE.  IT IS A
 FD0536'STANDARD TRAVERSE DISK SET IN THE
 FD0536'TOP OF A SQUARE CONCRETE POST SET
 FD0536'FLUSH AND IS STAMPED HARPETH 1960.
 FD0536'
 FD0536'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE AND IS
 FD0536'STAMPED HARPETH 1960.
 FD0536'
 FD0536'REFERENCE MARK NO 1 STAMPED HARPETH NO 1 1960 IS SET FLUSH.  IT IS 2
 FD0536'FEET SOUTH OF A FENCE CORNER
 FD0536'AND 1 FOOT EAST OF A HOG LOT FENCE.
 FD0536'
 FD0536'REFERENCE MARK NO 2 STAMPED HARPETH NO 2 1960 IS SET FLUSH.  IT IS 43
 FD0536'FEET SOUTH OF A METAL
 FD0536'GATE, 10 FEET WEST OF A FARM DRIVE, 6 FEET SOUTH OF
 FD0536'A METAL WITNESS POST AND 1 FOOT
 FD0536'EAST OF A FENCE.
 FD0536'
 FD0536'TRAVERSE STATION TS-HL WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0536'THEREOF.
 FD0536'
 FD0536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD0536
 FD0536                          STATION RECOVERY (1960)
 FD0536
 FD0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0536'4.3 MI SE FROM FRANKLIN.
 FD0536'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON
 FD0536'THE L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY
 FD0536'96, THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.2 MILE WEST
 FD0536'ON A GRAVEL ROAD, THEN 0.3 MILE SOUTH TO THE ROBINSON FARM
 FD0536'BUILDINGS.  PASS THROUGH A BARN LOT EAST OF THE HOUSE TO A
 FD0536'METAL GATE IN AN EAST-WEST FENCE, PASS THROUGH THIS GATE FOR
 FD0536'A DISTANCE OF ABOUT 15 YARDS.  THE STATION MARK IS 45 FT. SOUTH
 FD0536'OF A METAL GATE, 18 FT. EAST OF A FARM DRIVEWAY AND 17.5 FT. WEST
 FD0536'OF THE SOUTHWEST CORNER OF A CHICKEN HOUSE.  THE DISK IS SET
 FD0536'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FD0536
 FD0536                          STATION RECOVERY (1961)
 FD0536
 FD0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FD0536'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD0536'CONDITION.
 FD0536'
 FD0536'THE ORIGINAL TO-REACH FOR THE STATION IS COMPLETELY ADEQUATE.
 FD0536'
 FD0536'UPON THE REQUEST OF THE PROPERTY OWNER, REFERENCE MARK NO 1 AND
 FD0536'REFERENCE MARK NO 2
 FD0536'WERE LOWERED IN THEIR EXACT ORIGINAL LOCATION, TO PERMIT
 FD0536'GRADING AND LANDSCAPING OF
 FD0536'THE FARM YARDS.  THE MEASUREMENTS FROM THE
 FD0536'STATION TO THE REFERENCE MARKS WERE CHECKED
 FD0536'BEFORE ANY WORK WAS
 FD0536'ATTEMPTED, AND IT WAS FOUND THAT THE OLD MEASUREMENTS GIVEN IN
 FD0536'THE ORIGINAL
 FD0536'DESCRIPTION, WERE SLOPE MEASUREMENTS INSTEAD OF HORIZONTAL.
 FD0536'AS THE STATION AND BOTH
 FD0536'REFERENCE MARKS WERE USED AS BENCH MARKS IN
 FD0536'THE VERTICAL CONTROL, LEVELS WERE TAKEN
 FD0536'BETWEEN THE STATION AND THE
 FD0536'REFERENCE MARKS, BOTH BEFORE, AND AFTER, THE MARKS WERE
 FD0536'LOWERED.  NO
 FD0536'CHECK COULD BE MADE ON THE HORIZONTAL ANGLES, AS TRAVERSE STATION
 FD0536'TS-HL, WHICH WAS
 FD0536'USED AS THE AZIMUTH MARK, IS NO LONGER VISIBLE FROM
 FD0536'THE GROUND, DUE TO CONSTRUCTION OF
 FD0536'NEW FARM BUILDINGS.
 FD0536'
 FD0536'FOLLOWING IS A NEW DESCRIPTION OF THE STATION MARK, REFERENCE MARK NO
 FD0536'1 AND REFERENCE MARK NO
 FD0536'2.
 FD0536'
 FD0536'THE STATION, STAMPED HARPETH 1960, IS A STANDARD DISK SET IN THE TOP
 FD0536'OF A FLUSH CONCRETE
 FD0536'MONUMENT.   IT IS 88 FEET SOUTH OF THE
 FD0536'SOUTHEAST CORNER OF A
 FD0536'GARAGE, 57 FEET EAST OF THE NORTHEAST CORNER OF
 FD0536'A CHICKEN HOUSE, 46 FEET NORTH OF AN
 FD0536'18-INCH GUM TREE, 17 FEET
 FD0536'SOUTHEAST OF THE CENTER OF A DRIVEWAY, AND 1.8 FEET
 FD0536'NORTH OF A
 FD0536'WITNESS POST.
 FD0536'
 FD0536'REFERENCE MARK NO 1, STAMPED HARPETH NO 1 1960, IS A STANDARD DISK
 FD0536'SET IN THE TOP OF A
 FD0536'CONCRETE MONUMENT, WHICH WILL BE ABOUT FLUSH WITH THE
 FD0536'SURFACE OF THE GROUND AFTER
 FD0536'THE YARD IS GRADED AND LANDSCAPED.
 FD0536'IT IS 61.5 FEET SOUTH OF THE CENTER OF
 FD0536'A DUG WELL AND 47 FEET
 FD0536'EAST OF THE NORTHEAST CORNER OF A GARAGE.
 FD0536'
 FD0536'REFERENCE MARK NO 2, STAMPED HARPETH NO 2 1960, IS A STANDARD DISK
 FD0536'SET IN THE TOP OF A
 FD0536'CONCRETE MONUMENT, WHICH WILL BE ABOUT FLUSH WITH THE
 FD0536'SURFACE OF THE GROUND AFTER
 FD0536'THE YARD IS GRADED AND LANDSCAPED.
 FD0536'IT IS 65.5 FEET SOUTH OF THE SOUTHEAST
 FD0536'CORNER OF A GARAGE,
 FD0536'28.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE,
 FD0536'AND 13 FEET
 FD0536'SOUTHWEST OF THE CENTER OF A DRIVEWAY.
 FD0536
 FD0536                          STATION RECOVERY (1979)
 FD0536
 FD0536'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2543 ***********************************************************************
 GC2543  DESIGNATION -  HARPETH
 GC2543  PID         -  GC2543
 GC2543  STATE/COUNTY-  TN/CHEATHAM
 GC2543  USGS QUAD   -  WHITE BLUFF (1983)
 GC2543
 GC2543                         *CURRENT SURVEY CONTROL
 GC2543  ___________________________________________________________________
 GC2543* NAD 83(1995)-  36 07 17.11562(N)    087 08 24.73727(W)     ADJUSTED  
 GC2543* NAVD 88     -       215.40   (+/-2cm)     706.7    (feet)  VERTCON   
 GC2543  ___________________________________________________________________
 GC2543  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2543  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC2543
 GC2543  HORZ ORDER  -  THIRD
 GC2543  VERT ORDER  -  THIRD ? (See Below)
 GC2543
 GC2543.The horizontal coordinates were established by classical geodetic methods
 GC2543.and adjusted by the National Geodetic Survey in April 1999..
 GC2543
 GC2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2543.The vertical order pertains to the NGVD 29 superseded value.
 GC2543
 GC2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2543
 GC2543.The geoid height was determined by GEOID03.
 GC2543
 GC2543;                    North         East     Units Scale Factor Converg.
 GC2543;SPC TN       -   198,985.659   497,359.086   MT  0.99996094   -0 40 03.1
 GC2543;SPC TN       -   652,838.78  1,631,752.27   sFT  0.99996094   -0 40 03.1
 GC2543;UTM  16      - 3,997,425.054   487,383.070   MT  0.99960196   -0 04 57.5
 GC2543
 GC2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2543!SPC TN       -   0.99997074  x   0.99996094  =   0.99993168
 GC2543!UTM  16      -   0.99997074  x   0.99960196  =   0.99957271
 GC2543
 GC2543:                Primary Azimuth Mark                     Grid Az
 GC2543:SPC TN       -  HARPETH AZ MK                            143 24 28.0
 GC2543:UTM  16      -  HARPETH AZ MK                            142 49 22.4
 GC2543
 GC2543|---------------------------------------------------------------------|
 GC2543| PID    Reference Object                     Distance      Geod. Az  |
 GC2543|                                                           dddmmss.s |
 GC2543| CG5986 HARPETH AZ MK                                      1424424.9 |
 GC2543| GC2544 KINGSTON SPRINGS ST FOREST LOT      APPROX. 5.9 KM 1693220.1 |
 GC2543| CG5987 HARPETH RM 1                         19.182 METERS 17824     |
 GC2543| CG5988 HARPETH RM 2                         24.516 METERS 26124     |
 GC2543|---------------------------------------------------------------------|
 GC2543
 GC2543                          SUPERSEDED SURVEY CONTROL
 GC2543
 GC2543  NAD 83(1995)-  36 07 17.11762(N)    087 08 24.74015(W) AD(       ) 3
 GC2543  NAD 83(1995)-  36 07 17.11844(N)    087 08 24.74036(W) AD(       ) 3
 GC2543  NAD 83(1986)-  36 07 17.12605(N)    087 08 24.74050(W) AD(       ) 3
 GC2543  NAD 27      -  36 07 16.91300(N)    087 08 24.71800(W) AD(       ) 3
 GC2543  NGVD 29 (07/19/86)  215.43   (m)          706.8    (f) LEVELING    3  
 GC2543
 GC2543.Superseded values are not recommended for survey control.
 GC2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2543.See file dsdata.txt to determine how the superseded data were derived.
 GC2543
 GC2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8738397425(NAD 83)
 GC2543_MARKER: DS = TRIANGULATION STATION DISK
 GC2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2543
 GC2543  HISTORY     - Date     Condition        Report By
 GC2543  HISTORY     - 1953     MONUMENTED       CGS
 GC2543
 GC2543                          STATION DESCRIPTION
 GC2543
 GC2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2543'STATION IS LOCATED ON THE PROPERTY OF MRS. CARRIE STREET ALONG THE
 GC2543'NORTH SIDE OF U.S. HIGHWAY 70 ABOUT 5 MILES EAST OF WHITE
 GC2543'BLUFF. IT IS 131 FEET NORTH OF THE CENTER OF THE HIGHWAY, 69 FEET
 GC2543'SOUTH OF THE SOUTHWEST CORNER OF MRS. STREETS HOUSE AND 33
 GC2543'FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY. THE MARK IS FLUSH AND
 GC2543'THE DISK IS STAMPED HARPETH 1953.
 GC2543'
 GC2543'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GC2543'AND 10 FEET WEST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS
 GC2543'FLUSH AND THE DISK IS STAMPED HARPETH NO 1 1953.
 GC2543'
 GC2543'REFERENCE MARK NO. 2 IS 46 FEET WEST OF A 6 INCH TWIN MAPLE TREE. THE
 GC2543'MARK IS FLUSH AND THE DISK IS STAMPED HARPETH NO 2 1953.
 GC2543'
 GC2543'AZIMUTH MARK IS 32 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 70
 GC2543'AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 GC2543'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HARPETH 1953.
 GC2543'
 GC2543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2543'HIGHWAY 47 IN WHITE BLUFF, GO EAST ON HIGHWAY 70 FOR 5.0 MILES
 GC2543'TO A DRIVEWAY AND HOUSE ON THE LEFT AND THE STATION ON THE LEFT AS
 GC2543'DESCRIBED, CONTINUE ON THE HIGHWAY FOR 0.15 MILE TO THE
 GC2543'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2543'
 GC2543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0532 ***********************************************************************
 FD0532  DESIGNATION -  HARPETH RM 1
 FD0532  PID         -  FD0532
 FD0532  STATE/COUNTY-  TN/WILLIAMSON
 FD0532  USGS QUAD   -  FRANKLIN (1981)
 FD0532
 FD0532                         *CURRENT SURVEY CONTROL
 FD0532  ___________________________________________________________________
 FD0532* NAD 83(1986)-  35 53 35.     (N)    086 49 47.     (W)     SCALED    
 FD0532* NAVD 88     -       209.019  (meters)     685.76   (feet)  ADJUSTED  
 FD0532  ___________________________________________________________________
 FD0532  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0532  DYNAMIC HT  -         208.835 (meters)     685.15  (feet)  COMP
 FD0532  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0532
 FD0532  VERT ORDER  -  SECOND    CLASS 0
 FD0532
 FD0532.The horizontal coordinates were scaled from a topographic map and have
 FD0532.an estimated accuracy of +/- 6 seconds.
 FD0532
 FD0532.The orthometric height was determined by differential leveling
 FD0532.and adjusted by the National Geodetic Survey in June 1991..
 FD0532
 FD0532.The geoid height was determined by GEOID03.
 FD0532
 FD0532.The dynamic height is computed by dividing the NAVD 88
 FD0532.geopotential number by the normal gravity value computed on the
 FD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0532.degrees latitude (g = 980.6199 gals.).
 FD0532
 FD0532.The modeled gravity was interpolated from observed gravity values.
 FD0532
 FD0532;                    North         East    Units  Estimated Accuracy
 FD0532;SPC TN       -   173,370.      525,090.      MT  (+/- 180 meters Scaled)
 FD0532
 FD0532                          SUPERSEDED SURVEY CONTROL
 FD0532
 FD0532  NGVD 29 (??/??/92)  209.006  (m)          685.71   (f) ADJ UNCH    2 0
 FD0532
 FD0532.Superseded values are not recommended for survey control.
 FD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0532.See file dsdata.txt to determine how the superseded data were derived.
 FD0532
 FD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE153721(NAD 83)
 FD0532_MARKER: DR = REFERENCE MARK DISK
 FD0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0532_STAMPING: HARPETH NO 1 1960
 FD0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0532+STABILITY: SURFACE MOTION
 FD0532
 FD0532  HISTORY     - Date     Condition        Report By
 FD0532  HISTORY     - 1960     MONUMENTED       CGS
 FD0532
 FD0532                          STATION DESCRIPTION
 FD0532
 FD0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0532'4.3 MI SE FROM FRANKLIN.
 FD0532'THIS MARK IS LOCATED AT THE HARPETH 1960 STATION SITE, 87 FT.
 FD0532'NORTH OF THE STATION MARK, 2 FT. SOUTH OF A FENCE CORNER AND
 FD0532'1 FT. EAST OF A HOG LOT FENCE.  THE DISK IS SET IN TOP OF A
 FD0532'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0534 ***********************************************************************
 FD0534  DESIGNATION -  HARPETH RM 2
 FD0534  PID         -  FD0534
 FD0534  STATE/COUNTY-  TN/WILLIAMSON
 FD0534  USGS QUAD   -  FRANKLIN (1981)
 FD0534
 FD0534                         *CURRENT SURVEY CONTROL
 FD0534  ___________________________________________________________________
 FD0534* NAD 83(1986)-  35 53 35.     (N)    086 49 47.     (W)     SCALED    
 FD0534* NAVD 88     -       207.381  (meters)     680.38   (feet)  ADJUSTED  
 FD0534  ___________________________________________________________________
 FD0534  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0534  DYNAMIC HT  -         207.198 (meters)     679.78  (feet)  COMP
 FD0534  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0534
 FD0534  VERT ORDER  -  SECOND    CLASS 0
 FD0534
 FD0534.The horizontal coordinates were scaled from a topographic map and have
 FD0534.an estimated accuracy of +/- 6 seconds.
 FD0534
 FD0534.The orthometric height was determined by differential leveling
 FD0534.and adjusted by the National Geodetic Survey in June 1991..
 FD0534
 FD0534.The geoid height was determined by GEOID03.
 FD0534
 FD0534.The dynamic height is computed by dividing the NAVD 88
 FD0534.geopotential number by the normal gravity value computed on the
 FD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0534.degrees latitude (g = 980.6199 gals.).
 FD0534
 FD0534.The modeled gravity was interpolated from observed gravity values.
 FD0534
 FD0534;                    North         East    Units  Estimated Accuracy
 FD0534;SPC TN       -   173,370.      525,090.      MT  (+/- 180 meters Scaled)
 FD0534
 FD0534                          SUPERSEDED SURVEY CONTROL
 FD0534
 FD0534  NGVD 29 (??/??/92)  207.367  (m)          680.34   (f) ADJ UNCH    2 0
 FD0534
 FD0534.Superseded values are not recommended for survey control.
 FD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0534.See file dsdata.txt to determine how the superseded data were derived.
 FD0534
 FD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE153721(NAD 83)
 FD0534_MARKER: DR = REFERENCE MARK DISK
 FD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0534_STAMPING: HARPETH NO 2 1960
 FD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0534+STABILITY: SURFACE MOTION
 FD0534
 FD0534  HISTORY     - Date     Condition        Report By
 FD0534  HISTORY     - 1960     MONUMENTED       CGS
 FD0534
 FD0534                          STATION DESCRIPTION
 FD0534
 FD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0534'4.3 MI SE FROM FRANKLIN.
 FD0534'THIS MARK IS LOCATED AT THE HARPETH 1960 STATION SITE, 28.6 FT.
 FD0534'NORTHWEST OF THE STATION MARK, 43 FT. SOUTH OF A METAL GATE,
 FD0534'10 FT. WEST OF A FARM DRIVE, 6 FT. SOUTH OF A METAL WITNESS SIGN
 FD0534'AND 1 FT. EAST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0534'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1858 ***********************************************************************
 FC1858  DESIGNATION -  HARRISON
 FC1858  PID         -  FC1858
 FC1858  STATE/COUNTY-  TN/HAMILTON
 FC1858  USGS QUAD   -  DAISY (1976)
 FC1858
 FC1858                         *CURRENT SURVEY CONTROL
 FC1858  ___________________________________________________________________
 FC1858* NAD 83(1995)-  35 09 32.20054(N)    085 11 14.44554(W)     ADJUSTED  
 FC1858* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 FC1858  ___________________________________________________________________
 FC1858  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FC1858  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC1858
 FC1858  HORZ ORDER  -  SECOND
 FC1858
 FC1858.The horizontal coordinates were established by classical geodetic methods
 FC1858.and adjusted by the National Geodetic Survey in April 1999..
 FC1858
 FC1858.The orthometric height was scaled from a topographic map.
 FC1858
 FC1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1858
 FC1858.The geoid height was determined by GEOID03.
 FC1858
 FC1858;                    North         East     Units Scale Factor Converg.
 FC1858;SPC TN       -    91,909.788   674,042.390   MT  1.00001732   +0 28 32.7
 FC1858;SPC TN       -   301,540.70  2,211,420.74   sFT  1.00001732   +0 28 32.7
 FC1858;UTM  16      - 3,892,173.802   665,096.546   MT  0.99993593   +1 02 38.6
 FC1858
 FC1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1858!SPC TN       -   0.99994913  x   1.00001732  =   0.99996645
 FC1858!UTM  16      -   0.99994913  x   0.99993593  =   0.99988507
 FC1858
 FC1858|---------------------------------------------------------------------|
 FC1858| PID    Reference Object                     Distance      Geod. Az  |
 FC1858|                                                           dddmmss.s |
 FC1858| CG5993 HARRISON RM 1                        29.730 METERS 02654     |
 FC1858| CG5995 HARRISON RM 3                         7.742 METERS 04659     |
 FC1858| FC1112 GOAT                                APPROX.10.3 KM 2085411.6 |
 FC1858| CG5992 HARRISON AZ MK                                     2104035.3 |
 FC1858| CG5994 HARRISON RM 2                        29.118 METERS 23012     |
 FC1858|---------------------------------------------------------------------|
 FC1858
 FC1858                          SUPERSEDED SURVEY CONTROL
 FC1858
 FC1858  NAD 83(1995)-  35 09 32.20123(N)    085 11 14.44674(W) AD(       ) 2
 FC1858  NAD 83(1995)-  35 09 32.20128(N)    085 11 14.44863(W) AD(       ) 2
 FC1858  NAD 83(1995)-  35 09 32.20165(N)    085 11 14.44704(W) AD(       ) 2
 FC1858  NAD 83(1986)-  35 09 32.20236(N)    085 11 14.44618(W) AD(       ) 2
 FC1858  NAD 27      -  35 09 31.94300(N)    085 11 14.60500(W) AD(       ) 2
 FC1858
 FC1858.Superseded values are not recommended for survey control.
 FC1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1858.See file dsdata.txt to determine how the superseded data were derived.
 FC1858
 FC1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6509792174(NAD 83)
 FC1858_MARKER: DS = TRIANGULATION STATION DISK
 FC1858_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1858
 FC1858  HISTORY     - Date     Condition        Report By
 FC1858  HISTORY     - 1934     MONUMENTED       CGS
 FC1858  HISTORY     - 1949     GOOD             TVA
 FC1858  HISTORY     - 1958     GOOD             CGS
 FC1858  HISTORY     - 1972     GOOD             NGS
 FC1858  HISTORY     - 1975     GOOD             NGS
 FC1858  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1858
 FC1858                          STATION DESCRIPTION
 FC1858
 FC1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1858'ABOUT 10-1/2 MILES NORTHEAST OF CHATTANOOGA, 6-1/4 MILES SOUTH OF
 FC1858'DAISY, 3 MILES EAST-NORTHEAST OF HIXON, ON HIGHEST SUMMIT ALONG
 FC1858'WHAT IS LOCALLY KNOWN AS RIVER RIDGE, AND ON PROPERTY OF J.B.
 FC1858'DAVIDSON. TO REACH FROM RAILROAD STATION AT HIXON, GO NORTH 1.2 MILES
 FC1858'ON HIXON PIKE, KEEP STRAIGHT AHEAD AT FORKS, CONTINUE 1.25 MILES,
 FC1858'TURN RIGHT ONTO GRAVEL ROAD AT ARROW BIG RIDGE ROAD, FOLLOW THIS
 FC1858'ROAD UP MOUNTAIN 0.6 MILE, TURN LEFT AT TOP OF GRADE AND CEMETERY ON
 FC1858'RIGHT, PROCEED ALONG TOP OF RIDGE 0.65 MILE, FOLLOW DIM ROAD
 FC1858'STRAIGHT AHEAD AT TRIANGLE-BLAZED OAK TREE, AND CONTINUE 0.4 MILE TO
 FC1858'HIGHEST POINT AND STATION SITE IN CENTER OF CLEARED AREA AND 25.2
 FC1858'FEET EAST-SOUTHEAST OF 15-INCH TRIANGLE-BLAZED RED OAK TREE. SURFACE
 FC1858'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1858'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FC1858'IN CONCRETE. NO. 1 IS 10 FEET EAST OF RAIL FENCE AND WOODS
 FC1858'LINE, ALONG RIDGE, AND 97.45 FEET FROM STATION, N 26 DEG 54 MIN E.
 FC1858'NO. 2 IS 4 FEET EAST OF RAIL FENCE AND WOODS LINE, ALONG
 FC1858'RIDGE, AND 94.65 FEET FROM STATION S 50 DEG 12 MIN W. AZIMUTH
 FC1858'MARK IS 25 FEET EAST OF WOODS LINE, 15 FEET EAST OF CENTER LINE OF
 FC1858'ROAD, IN CLEARED AREA, AND ABOUT 0.55 MILE FROM STATION
 FC1858'S 30 DEG 12 MIN W.
 FC1858
 FC1858                          STATION RECOVERY (1949)
 FC1858
 FC1858'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1858'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. STATION
 FC1858'DISK IS STAMPED HARRISON 1934.
 FC1858'
 FC1858'A POST AND MARKER WERE SET ON THE MONUMENT.
 FC1858'
 FC1858'MONUMENT IS ABOUT 1.0 FOOT BELOW GROUND SURFACE.
 FC1858'
 FC1858'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. A POST AND MARKER WERE
 FC1858'SET AT THE MONUMENT.
 FC1858
 FC1858                          STATION RECOVERY (1958)
 FC1858
 FC1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1858'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 FC1858'GOOD CONDITION AS DESCRIBED. THE DISK HAS BEEN KNOCKED OUT AT
 FC1858'REFERENCE MARK 1 AND COULD NOT BE FOUND.
 FC1858'
 FC1858'A LARGE STEEL WATER TANK BELONGING TO THE CITY OF HIXSON IS LOCATED
 FC1858'THIRTY SIX FEET SOUTHEAST OF THE STATION.
 FC1858
 FC1858                          STATION RECOVERY (1972)
 FC1858
 FC1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GJ)
 FC1858'GOOD - (REF. MARKS NOT FOUND)
 FC1858'
 FC1858'HARRISON 1934
 FC1858'
 FC1858'MONUMENT WITH BRONZE TRIANGULATION DISK FOUND COVERED WITH 1/2
 FC1858'FOOT OF DIRT ON TOP OF HILL + OR - 35 FT N 50 W FROM 2 LARGE WATER
 FC1858'TANKS 4 FT SE OF EDGE OF BLACKTOP RD.
 FC1858'
 FC1858'33.0 FT N 30 W TO 18 IN TWIN WHITE OAK
 FC1858'
 FC1858'93.4 FT S 45 W TO POWER POLE C9-361-17
 FC1858'
 FC1858'104.0 FT N 45 E TO POWER POLE C9360-16
 FC1858'
 FC1858'6.0 FT N 50 W FROM POST AND SIGN
 FC1858'
 FC1858'7 FT EAST OF CYCLONE FENCE
 FC1858
 FC1858                          STATION RECOVERY (1975)
 FC1858
 FC1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1858'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 FC1858'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED
 FC1858'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 FC1858'OBSTRUCTED BY TREES.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 FC1858'TO BE IN ERROR BY .88 OF A FOOT.  REFERENCE MARK 3 WAS SET.  A
 FC1858'NEW DESCRIPTION FOLLOWS--
 FC1858'
 FC1858'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF CHATTANOOGA,
 FC1858'ON THE HIGHEST POINT OF FAIRVIEW ROAD NEAR 2 WATER TANKS OWNED
 FC1858'BY THE TOWN OF HIXON, 33 FEET NORTHEAST OF THE NORTH GATE POST OF
 FC1858'WOVEN WIRE FENCE AROUND WATER TANKS, 12 FEET SOUTHEAST OF THE
 FC1858'CENTERLINE OF FAIRVIEW ROAD, 6 FEET NORTHWEST OF A METAL WITNESS
 FC1858'POST AND 7 FEET NORTHWEST OF THE FENCE.  THE MONUMENT IS 6
 FC1858'INCHES UNDERGROUND AND THE DISK IS STAMPED HARRISON 1934.
 FC1858'
 FC1858'REFERENCE MARK 2 IS 15 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC1858'ROAD, 32 FEET NORTHWEST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF
 FC1858'A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 FC1858'DISK IS STAMPED HARRISON NO 2 1934.
 FC1858'
 FC1858'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FC1858'MAGNETS, STAMPED HARRISON 1934 NO 3 1975, PROJECTING 2 INCHES,
 FC1858'1 FOOT NORTHWEST OF THE FENCE, 6 INCHES SOUTHWEST OF A METAL
 FC1858'WITNESS POST AND 17 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FC1858'
 FC1858'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FC1858'HARRISON AZI 1934, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FC1858'PROJECTING 4 INCHES, 17 FEET SOUTHEAST OF THE CENTERLINE OF
 FC1858'FAIRVIEW ROAD, 3 FEET SOUTHEAST OF A TRIPLE TRUNK WALNUT TREE, 1
 FC1858'FOOT NORTH OF A METAL WITNESS POST, 47 FEET NORTHEAST OF THE
 FC1858'CENTERLINE OF A DRIVEWAY AND 0.55 MILE SOUTHWEST OF THE STATION
 FC1858'ALONG FAIRVIEW DRIVE.
 FC1858'
 FC1858'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC1858'
 FC1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1858'ABOUT 6 MILES SOUTH OF DAISY.
 FC1858
 FC1858                          STATION RECOVERY (1998)
 FC1858
 FC1858'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1410 ***********************************************************************
 FB1410  DESIGNATION -  HART RM 2
 FB1410  PID         -  FB1410
 FB1410  STATE/COUNTY-  TN/COCKE
 FB1410  USGS QUAD   -  HARTFORD (1968)
 FB1410
 FB1410                         *CURRENT SURVEY CONTROL
 FB1410  ___________________________________________________________________
 FB1410* NAD 83(1986)-  35 48 45.     (N)    083 08 40.     (W)     SCALED    
 FB1410* NAVD 88     -       384.544  (meters)    1261.62   (feet)  ADJUSTED  
 FB1410  ___________________________________________________________________
 FB1410  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB1410  DYNAMIC HT  -         384.168 (meters)    1260.39  (feet)  COMP
 FB1410  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FB1410
 FB1410  VERT ORDER  -  SECOND    CLASS 0
 FB1410
 FB1410.The horizontal coordinates were scaled from a topographic map and have
 FB1410.an estimated accuracy of +/- 6 seconds.
 FB1410
 FB1410.The orthometric height was determined by differential leveling
 FB1410.and adjusted by the National Geodetic Survey in June 1991..
 FB1410
 FB1410.The geoid height was determined by GEOID03.
 FB1410
 FB1410.The dynamic height is computed by dividing the NAVD 88
 FB1410.geopotential number by the normal gravity value computed on the
 FB1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1410.degrees latitude (g = 980.6199 gals.).
 FB1410
 FB1410.The modeled gravity was interpolated from observed gravity values.
 FB1410
 FB1410;                    North         East    Units  Estimated Accuracy
 FB1410;SPC TN       -   167,880.      858,030.      MT  (+/- 180 meters Scaled)
 FB1410
 FB1410                          SUPERSEDED SURVEY CONTROL
 FB1410
 FB1410  NGVD 29 (??/??/92)  384.692  (m)         1262.11   (f) ADJ UNCH    2 0
 FB1410
 FB1410.Superseded values are not recommended for survey control.
 FB1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1410.See file dsdata.txt to determine how the superseded data were derived.
 FB1410
 FB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV062652(NAD 83)
 FB1410_MARKER: DR = REFERENCE MARK DISK
 FB1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1410_STAMPING: HART NO 2 1961
 FB1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1410+STABILITY: SURFACE MOTION
 FB1410
 FB1410  HISTORY     - Date     Condition        Report By
 FB1410  HISTORY     - 1961     MONUMENTED       CGS
 FB1410  HISTORY     - 1977     GOOD             USGS
 FB1410
 FB1410                          STATION DESCRIPTION
 FB1410
 FB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1410'AT HARTFORD.
 FB1410'FROM THE POST OFFICE IN HARTFORD, GO 0.4 MILE WEST AND SOUTH ON
 FB1410'THE PIGEON RIVER ROAD TO A BRIDGE OVER PIGEON RIVER.  THE REFERENCE
 FB1410'MARK IS 28.5 FT. SOUTH OF THE STATION MARK, 16 FT. EAST OF THE
 FB1410'PIGEON RIVER ROAD AND 1 FT. NORTH OF A POWER LINE POLE.  THE
 FB1410'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FB1410'ABOUT LEVEL WITH THE ROAD.
 FB1410
 FB1410                          STATION RECOVERY (1977)
 FB1410
 FB1410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FB1410'THE MARK IS 410 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FB1410'HARTFORD ELEMENTARY SCHOOL, AT THE SOUTH EDGE OF HARTFORD, 79 FEET
 FB1410'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE OVER THE PIGEON
 FB1410'RIVER, 18 FEET WEST OF THE CENTERLINE OF PAVED ROAD, 36 FEET WEST OF
 FB1410'A POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0648 ***********************************************************************
 FE0648  DESIGNATION -  HARTMAS
 FE0648  PID         -  FE0648
 FE0648  STATE/COUNTY-  TN/MADISON
 FE0648  USGS QUAD   -  CLAYBROOK (1980)
 FE0648
 FE0648                         *CURRENT SURVEY CONTROL
 FE0648  ___________________________________________________________________
 FE0648* NAD 83(1995)-  35 42 57.99014(N)    088 38 30.83588(W)     ADJUSTED  
 FE0648* NAVD 88     -       176.929  (meters)     580.47   (feet)  ADJUSTED  
 FE0648  ___________________________________________________________________
 FE0648  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE0648  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0648  DYNAMIC HT  -         176.771 (meters)     579.96  (feet)  COMP
 FE0648  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0648
 FE0648  HORZ ORDER  -  SECOND
 FE0648  VERT ORDER  -  SECOND    CLASS 0
 FE0648
 FE0648.The horizontal coordinates were established by classical geodetic methods
 FE0648.and adjusted by the National Geodetic Survey in April 1999..
 FE0648
 FE0648.The orthometric height was determined by differential leveling
 FE0648.and adjusted by the National Geodetic Survey in June 1991..
 FE0648
 FE0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0648
 FE0648.The geoid height was determined by GEOID03.
 FE0648
 FE0648.The dynamic height is computed by dividing the NAVD 88
 FE0648.geopotential number by the normal gravity value computed on the
 FE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0648.degrees latitude (g = 980.6199 gals.).
 FE0648
 FE0648.The modeled gravity was interpolated from observed gravity values.
 FE0648
 FE0648;                    North         East     Units Scale Factor Converg.
 FE0648;SPC TN       -   156,643.670   360,986.709   MT  0.99995051   -1 32 48.0
 FE0648;SPC TN       -   513,921.77  1,184,337.23   sFT  0.99995051   -1 32 48.0
 FE0648;UTM  16      - 3,953,703.911   351,484.477   MT  0.99987180   -0 57 31.2
 FE0648
 FE0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0648!SPC TN       -   0.99997666  x   0.99995051  =   0.99992717
 FE0648!UTM  16      -   0.99997666  x   0.99987180  =   0.99984846
 FE0648
 FE0648|---------------------------------------------------------------------|
 FE0648| PID    Reference Object                     Distance      Geod. Az  |
 FE0648|                                                           dddmmss.s |
 FE0648| FE0647 HARTMAS RM 1                         20.298 METERS 06516     |
 FE0648| CG3444 HARTMAS AZ MK                                      1025244.6 |
 FE0648| FE0649 HARTMAS RM 2                         18.328 METERS 16720     |
 FE0648| FE0650 HARTMAS RM 3                         20.470 METERS 25713     |
 FE0648|---------------------------------------------------------------------|
 FE0648
 FE0648                          SUPERSEDED SURVEY CONTROL
 FE0648
 FE0648  NAD 83(1995)-  35 42 57.99428(N)    088 38 30.84197(W) AD(       ) 2
 FE0648  NAD 83(1986)-  35 42 58.00145(N)    088 38 30.83698(W) AD(       ) 2
 FE0648  NAD 27      -  35 42 57.75600(N)    088 38 30.64050(W) AD(       ) 2
 FE0648  NGVD 29 (??/??/??)  176.959  (m)          580.57   (f) ADJUSTED    2 0
 FE0648
 FE0648.Superseded values are not recommended for survey control.
 FE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0648.See file dsdata.txt to determine how the superseded data were derived.
 FE0648
 FE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5148453704(NAD 83)
 FE0648_MARKER: DS = TRIANGULATION STATION DISK
 FE0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0648_STAMPING: HARTMAS 1959
 FE0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0648+STABILITY: SURFACE MOTION
 FE0648
 FE0648  HISTORY     - Date     Condition        Report By
 FE0648  HISTORY     - 1959     MONUMENTED       CGS
 FE0648  HISTORY     - 1959     GOOD             CGS
 FE0648  HISTORY     - 1961     GOOD             TNHD
 FE0648  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0648
 FE0648                          STATION DESCRIPTION
 FE0648
 FE0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0648'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SPRING CREEK, ABOUT
 FE0648'0.5 MILE WEST OF THE INTERSECTION OF HARTMAS LANE AND LAWS
 FE0648'ROAD, ABOUT 200 YARDS SOUTH OF THE WOOLFOLKS FARM HOUSE AND IN THE
 FE0648'NORTHWEST CORNER OF A PLOWED FIELD. THE MARK IS 36 FEET SOUTH OF AN
 FE0648'EAST-WEST FENCE LINE, 40 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 3
 FE0648'FEET NORTHEAST OF A WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE
 FE0648'DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF
 FE0648'THE GROUND AND IS STAMPED HARTMAS 1959.
 FE0648'
 FE0648'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0648'BELOW THE SURFACE OF THE GROUND AND IS STAMPED HARTMAS 1959.
 FE0648'
 FE0648'TO REACH THE STATION FROM THE CENTER OF THE SMALL VILLAGE OF SPRING
 FE0648'CREEK, WHICH IS ABOUT 13 MILES NORTHEAST OF JACKSON, GO SOUTHEAST ON
 FE0648'PAVED ROAD FOR 3.8 MILES TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH
 FE0648'ON PAVED ROAD FOR 1.1 MILES TO HARTMAS LANE ON THE RIGHT, TURN
 FE0648'RIGHT AND GO WEST ON HARTMAS LANE FOR 0.25 OF A MILE TO A SIDE ROAD
 FE0648'ON THE LEFT AND A WOODEN GATE, TURN LEFT AND GO SOUTH ALONG THE
 FE0648'WEST EDGE OF FIELD FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE GATE
 FE0648'AND GO SOUTHWEST FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE
 FE0648'WIRE GATE AND GO WEST ALONG THE NORTH SIDE OF FIELD FOR 0.2
 FE0648'MILE TO THE STATION AS DESCRIBED.
 FE0648'
 FE0648'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF PLOWED FIELD, 10 FEET SOUTH
 FE0648'OF AN EAST-WEST FENCE AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 FE0648'THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 FE0648'STAMPED HARTMAS NO 1 1959.
 FE0648'
 FE0648'REFERENCE MARK NO. 2 IS 38 FEET EAST OF A NORTH-SOUTH FENCE, 1 FOOT
 FE0648'NORTH OF A PLOWED FIELD AND IS ABOUT 2 FEET LOWER THAN THE
 FE0648'STATION. THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND
 FE0648'IS STAMPED HARTMAS NO 2 1959.
 FE0648'
 FE0648'AZIMUTH MARK IS 35 FEET WEST OF LAW ROAD, 3 FEET NORTH OF A POWERLINE
 FE0648'POLE AND 1 FOOT SOUTH OF A WITNESS POST. THE MARK IS SET FLUSH WITH
 FE0648'THE SURFACE OF THE GROUND AND STAMPED HARTMAS 1959.
 FE0648'
 FE0648'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF LAWS ROAD AND
 FE0648'HARTMAS LANE, CONTINUE SOUTH ON LAWS ROAD FOR 0.2 MILE TO THE
 FE0648'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE0648'
 FE0648'NOTE- A PACK STATION FROM THE WOODEN GATE IN WET WEATHER.
 FE0648'
 FE0648'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FE0648
 FE0648                          STATION RECOVERY (1959)
 FE0648
 FE0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0648'21.4 MI NE FROM JACKSON.
 FE0648'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0648'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0648'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0648'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0648'3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.4 MILES
 FE0648'NORTHEAST ALONG HARTMAS LANE, THENCE 0.2 MILE ACROSS PASTURE LAND.
 FE0648'IT IS ABOUT 200 YARDS SOUTH OF THE WOOLFOLKS FARM HOUSE AND IN THE
 FE0648'NORTHWEST CORNER OF A PLOWED FIELD, 36 FEET SOUTH OF AN EAST-WEST
 FE0648'FENCE LINE, 40 FEET EAST OF A NORTH-SOUTH FENCE LINE, 3 FEET
 FE0648'NORTHEAST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A
 FE0648'CONCRETE POST, WHICH IS FLUSH WITH THE GROUND.
 FE0648
 FE0648                          STATION RECOVERY (1961)
 FE0648
 FE0648'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0648'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE0648'CONDITION. THE TO-REACH FOR THE STATION, AND DESCRIPTION
 FE0648'OF THE STATION, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK IS
 FE0648'COMPLETELY ADEQUATE.
 FE0648'
 FE0648'DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY 40, REFERENCE MARK NO. 2
 FE0648'WOULD BE DESTROYED.
 FE0648'
 FE0648'A NEW REFERENCE MARK HARTMAS NO 3 1959, WAS ESTABLISHED BY THE
 FE0648'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE.  SEE
 FE0648'DESCRIPTION OF NEW REFERENCE MARK BELOW.
 FE0648'
 FE0648'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0648'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARK, THE
 FE0648'OLD REFERENCE MARK HARTMAS NO 2 1959 WAS DESTROYED, AND THE DISK
 FE0648'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE0648'
 FE0648'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED HARTMAS NO 3 1958,
 FE0648'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS
 FE0648'1.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND IS ABOUT THE SAME
 FE0648'ELEVATION AS THE STATION.
 FE0648
 FE0648                          STATION RECOVERY (2002)
 FE0648
 FE0648'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0647 ***********************************************************************
 FE0647  DESIGNATION -  HARTMAS RM 1
 FE0647  PID         -  FE0647
 FE0647  STATE/COUNTY-  TN/MADISON
 FE0647  USGS QUAD   -  CLAYBROOK (1980)
 FE0647
 FE0647                         *CURRENT SURVEY CONTROL
 FE0647  ___________________________________________________________________
 FE0647* NAD 83(1986)-  35 42 58.     (N)    088 38 31.     (W)     SCALED    
 FE0647* NAVD 88     -       177.325  (meters)     581.77   (feet)  ADJUSTED  
 FE0647  ___________________________________________________________________
 FE0647  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0647  DYNAMIC HT  -         177.167 (meters)     581.26  (feet)  COMP
 FE0647  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0647
 FE0647  VERT ORDER  -  SECOND    CLASS 0
 FE0647
 FE0647.The horizontal coordinates were scaled from a topographic map and have
 FE0647.an estimated accuracy of +/- 6 seconds.
 FE0647
 FE0647.The orthometric height was determined by differential leveling
 FE0647.and adjusted by the National Geodetic Survey in June 1991..
 FE0647
 FE0647.The geoid height was determined by GEOID03.
 FE0647
 FE0647.The dynamic height is computed by dividing the NAVD 88
 FE0647.geopotential number by the normal gravity value computed on the
 FE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0647.degrees latitude (g = 980.6199 gals.).
 FE0647
 FE0647.The modeled gravity was interpolated from observed gravity values.
 FE0647
 FE0647;                    North         East    Units  Estimated Accuracy
 FE0647;SPC TN       -   156,640.      360,980.      MT  (+/- 180 meters Scaled)
 FE0647
 FE0647                          SUPERSEDED SURVEY CONTROL
 FE0647
 FE0647  NGVD 29 (??/??/??)  177.355  (m)          581.87   (f) ADJUSTED    2 0
 FE0647
 FE0647.Superseded values are not recommended for survey control.
 FE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0647.See file dsdata.txt to determine how the superseded data were derived.
 FE0647
 FE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE514537(NAD 83)
 FE0647_MARKER: DR = REFERENCE MARK DISK
 FE0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0647_STAMPING: HARTMAS NO 1 1959
 FE0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0647+STABILITY: SURFACE MOTION
 FE0647
 FE0647  HISTORY     - Date     Condition        Report By
 FE0647  HISTORY     - 1959     MONUMENTED       CGS
 FE0647  HISTORY     - 1959     GOOD             CGS
 FE0647
 FE0647                          STATION DESCRIPTION
 FE0647
 FE0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0647'21.4 MI NE FROM JACKSON.
 FE0647'IT IS LOCATED AT THE HARTMAS 1959 STATION SITE 66.6 FEET NORTHEAST
 FE0647'OF THE STATION MARK.  THE MARK IS 60 FEET NORTH OF PLOWED FIELD,
 FE0647'10 FEET SOUTH OF AN EAST-WEST FENCE LINE AND IS ABOUT 4 FEET
 FE0647'HIGHER THAN THE STATION.  IT ALSO PROJECTS ABOUT 1 INCH FROM THE
 FE0647'SURFACE OF THE GROUND AND IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0649 ***********************************************************************
 FE0649  DESIGNATION -  HARTMAS RM 2
 FE0649  PID         -  FE0649
 FE0649  STATE/COUNTY-  TN/MADISON
 FE0649  USGS QUAD   -  CLAYBROOK (1980)
 FE0649
 FE0649                         *CURRENT SURVEY CONTROL
 FE0649  ___________________________________________________________________
 FE0649* NAD 83(1986)-  35 42 58.     (N)    088 38 31.     (W)     SCALED    
 FE0649* NAVD 88     -       176.001  (meters)     577.43   (feet)  ADJUSTED  
 FE0649  ___________________________________________________________________
 FE0649  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0649  DYNAMIC HT  -         175.844 (meters)     576.91  (feet)  COMP
 FE0649  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0649
 FE0649  VERT ORDER  -  SECOND    CLASS 0
 FE0649
 FE0649.The horizontal coordinates were scaled from a topographic map and have
 FE0649.an estimated accuracy of +/- 6 seconds.
 FE0649
 FE0649.The orthometric height was determined by differential leveling
 FE0649.and adjusted by the National Geodetic Survey in June 1991..
 FE0649
 FE0649.The geoid height was determined by GEOID03.
 FE0649
 FE0649.The dynamic height is computed by dividing the NAVD 88
 FE0649.geopotential number by the normal gravity value computed on the
 FE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0649.degrees latitude (g = 980.6199 gals.).
 FE0649
 FE0649.The modeled gravity was interpolated from observed gravity values.
 FE0649
 FE0649;                    North         East    Units  Estimated Accuracy
 FE0649;SPC TN       -   156,640.      360,980.      MT  (+/- 180 meters Scaled)
 FE0649
 FE0649                          SUPERSEDED SURVEY CONTROL
 FE0649
 FE0649  NGVD 29 (??/??/??)  176.031  (m)          577.53   (f) ADJUSTED    2 0
 FE0649
 FE0649.Superseded values are not recommended for survey control.
 FE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0649.See file dsdata.txt to determine how the superseded data were derived.
 FE0649
 FE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE514537(NAD 83)
 FE0649_MARKER: DR = REFERENCE MARK DISK
 FE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0649_STAMPING: HARTMAS NO 2 1959
 FE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0649+STABILITY: SURFACE MOTION
 FE0649
 FE0649  HISTORY     - Date     Condition        Report By
 FE0649  HISTORY     - 1959     MONUMENTED       CGS
 FE0649  HISTORY     - 1959     GOOD             CGS
 FE0649
 FE0649                          STATION DESCRIPTION
 FE0649
 FE0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0649'21.4 MI NE FROM JACKSON.
 FE0649'IT IS LOCATED AT THE HARTMAS 1959 STATION SITE 60.1 FEET
 FE0649'SOUTH-SOUTHEAST OF THE STATION.  THE MARK IS 38 FEET EAST OF A
 FE0649'NORTH-SOUTH FENCE, 1 FOOT NORTH OF A PLOW FIELD.  THE DISK IS SET
 FE0649'IN THE TOP OF CONCRETE POST, WHICH PROJECTS ABOUT 1 INCH ABOVE THE
 FE0649'SURFACE OF THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0650 ***********************************************************************
 FE0650  DESIGNATION -  HARTMAS RM 3
 FE0650  PID         -  FE0650
 FE0650  STATE/COUNTY-  TN/MADISON
 FE0650  USGS QUAD   -  CLAYBROOK (1980)
 FE0650
 FE0650                         *CURRENT SURVEY CONTROL
 FE0650  ___________________________________________________________________
 FE0650* NAD 83(1986)-  35 42 58.     (N)    088 38 30.     (W)     SCALED    
 FE0650* NAVD 88     -       177.02   (+/-2cm)     580.8    (feet)  VERTCON   
 FE0650  ___________________________________________________________________
 FE0650  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0650
 FE0650  VERT ORDER  -  THIRD (See Below)
 FE0650
 FE0650.The horizontal coordinates were scaled from a topographic map and have
 FE0650.an estimated accuracy of +/- 6 seconds.
 FE0650
 FE0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0650.The vertical order pertains to the NGVD 29 superseded value.
 FE0650
 FE0650.The geoid height was determined by GEOID03.
 FE0650
 FE0650;                    North         East    Units  Estimated Accuracy
 FE0650;SPC TN       -   156,640.      361,010.      MT  (+/- 180 meters Scaled)
 FE0650
 FE0650                          SUPERSEDED SURVEY CONTROL
 FE0650
 FE0650  NGVD 29 (??/??/??)  177.05   (m)          580.9    (f) RESET       3  
 FE0650
 FE0650.Superseded values are not recommended for survey control.
 FE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0650.See file dsdata.txt to determine how the superseded data were derived.
 FE0650
 FE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE515537(NAD 83)
 FE0650_MARKER: DR = REFERENCE MARK DISK
 FE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0650_STAMPING: HARTMAS NO 3 1961
 FE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0650+STABILITY: SURFACE MOTION
 FE0650
 FE0650  HISTORY     - Date     Condition        Report By
 FE0650  HISTORY     - 1961     MONUMENTED       TNHD
 FE0650
 FE0650                          STATION DESCRIPTION
 FE0650
 FE0650'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0650'3.6 MI W FROM JACKSON.
 FE0650'FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN
 FE0650'JACKSON, GO 3.65 MILES NORTH ON STATE HIGHWAY 20, THEN 8.85 MILES
 FE0650'NORTHEAST ON INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTHWEST ON
 FE0650'U.S. HIGHWAY 70, THEN 2.6 MILES NORTHEAST ON STATE HIGHWAY 20,
 FE0650'THEN 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THEN 2.4 MILES
 FE0650'NORTHEAST ON HARTMAS LANE, THEN 0.2 MILE ACROSS PASTURE LAND.  THE
 FE0650'MARK IS ABOUT 200 YARDS SOUTH OF THE WOOLFOLKS FARM HOUSE, 67.2
 FE0650'FEET WEST OF THE STATION MARK, AND 1.8 FEET SOUTH OF A RIGHT-OF-WAY
 FE0650'FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CQ5985 ***********************************************************************
 CQ5985  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5985  DESIGNATION -  HARTSVILLE 2 CORS ARP
 CQ5985  CORS_ID     -  HTV2
 CQ5985  PID         -  CQ5985
 CQ5985  STATE/COUNTY-  TN/TROUSDALE
 CQ5985  USGS QUAD   -  DIXON SPRINGS (1994)
 CQ5985
 CQ5985                         *CURRENT SURVEY CONTROL
 CQ5985  ___________________________________________________________________
 CQ5985* NAD 83(CORS)-  36 21 27.36602(N)    086 05 23.08487(W)     ADJUSTED  
 CQ5985* NAVD 88     -                                                        
 CQ5985  ___________________________________________________________________
 CQ5985  EPOCH DATE  -        2002.00
 CQ5985  X           -     350,701.240 (meters)                     COMP
 CQ5985  Y           -  -5,130,739.299 (meters)                     COMP
 CQ5985  Z           -   3,760,320.708 (meters)                     COMP
 CQ5985  ELLIP HEIGHT-         168.65  (meters)          (05/??/02) GPS OBS
 CQ5985  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CQ5985
 CQ5985  HORZ ORDER  -  SPECIAL (CORS)
 CQ5985  ELLP ORDER  -  SPECIAL (CORS)
 CQ5985
 CQ5985.ITRF positions are available for this station.
 CQ5985.The coordinates were established by GPS observations
 CQ5985.and adjusted by the National Geodetic Survey in May 2002..
 CQ5985.The coordinates are valid at the epoch date displayed above.
 CQ5985.The epoch date for horizontal control is a decimal equivalence
 CQ5985.of Year/Month/Day.
 CQ5985
 CQ5985
 CQ5985.The PID for the CORS L1 Phase Center is CQ5986.
 CQ5985
 CQ5985.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5985
 CQ5985.The ellipsoidal height was determined by GPS observations
 CQ5985.and is referenced to NAD 83.
 CQ5985
 CQ5985.The geoid height was determined by GEOID03.
 CQ5985
 CQ5985;                    North         East     Units Scale Factor Converg.
 CQ5985;SPC TN       -   224,598.181   591,944.959   MT  0.99999006   -0 03 09.1
 CQ5985;SPC TN       -   736,869.20  1,942,072.75   sFT  0.99999006   -0 03 09.1
 CQ5985
 CQ5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5985!SPC TN       -   0.99997353  x   0.99999006  =   0.99996359
 CQ5985
 CQ5985                          SUPERSEDED SURVEY CONTROL
 CQ5985
 CQ5985.No superseded survey control is available for this station.
 CQ5985
 CQ5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8166823997(NAD 83)
 CQ5985_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 CQ5985
 CQ5985                          STATION DESCRIPTION
 CQ5985
 CQ5985'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 CQ5985'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5985'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5985'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5985'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5985'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CQ5986 ***********************************************************************
 CQ5986  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5986  DESIGNATION -  HARTSVILLE 2 CORS L1 PHASE CENTER
 CQ5986  CORS_ID     -  HTV2
 CQ5986  PID         -  CQ5986
 CQ5986  STATE/COUNTY-  TN/TROUSDALE
 CQ5986  USGS QUAD   -  DIXON SPRINGS (1994)
 CQ5986
 CQ5986                         *CURRENT SURVEY CONTROL
 CQ5986  ___________________________________________________________________
 CQ5986* NAD 83(CORS)-  36 21 27.36598(N)    086 05 23.08490(W)     ADJUSTED  
 CQ5986* NAVD 88     -                                                        
 CQ5986  ___________________________________________________________________
 CQ5986  EPOCH DATE  -        2002.00
 CQ5986  X           -     350,701.244 (meters)                     COMP
 CQ5986  Y           -  -5,130,739.372 (meters)                     COMP
 CQ5986  Z           -   3,760,320.760 (meters)                     COMP
 CQ5986  ELLIP HEIGHT-         168.74  (meters)          (05/??/02) GPS OBS
 CQ5986  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CQ5986
 CQ5986  HORZ ORDER  -  SPECIAL (CORS)
 CQ5986  ELLP ORDER  -  SPECIAL (CORS)
 CQ5986
 CQ5986.ITRF positions are available for this station.
 CQ5986.The coordinates were established by GPS observations
 CQ5986.and adjusted by the National Geodetic Survey in May 2002..
 CQ5986.The coordinates are valid at the epoch date displayed above.
 CQ5986.The epoch date for horizontal control is a decimal equivalence
 CQ5986.of Year/Month/Day.
 CQ5986
 CQ5986
 CQ5986.The PID for the CORS ARP is CQ5985.
 CQ5986
 CQ5986.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5986
 CQ5986.The ellipsoidal height was determined by GPS observations
 CQ5986.and is referenced to NAD 83.
 CQ5986
 CQ5986.The geoid height was determined by GEOID03.
 CQ5986
 CQ5986;                    North         East     Units Scale Factor Converg.
 CQ5986;SPC TN       -   224,598.180   591,944.958   MT  0.99999006   -0 03 09.1
 CQ5986;SPC TN       -   736,869.20  1,942,072.75   sFT  0.99999006   -0 03 09.1
 CQ5986
 CQ5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5986!SPC TN       -   0.99997352  x   0.99999006  =   0.99996358
 CQ5986
 CQ5986                          SUPERSEDED SURVEY CONTROL
 CQ5986
 CQ5986.No superseded survey control is available for this station.
 CQ5986
 CQ5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8166823997(NAD 83)
 CQ5986_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ5986
 CQ5986                          STATION DESCRIPTION
 CQ5986
 CQ5986'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ5986'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5986'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5986'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5986'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5986'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI0110 ***********************************************************************
 AI0110  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI0110  DESIGNATION -  HARTSVILLE CORS ARP
 AI0110  CORS_ID     -  HTV1
 AI0110  PID         -  AI0110
 AI0110  STATE/COUNTY-  TN/TROUSDALE
 AI0110  USGS QUAD   -  DIXON SPRINGS (1994)
 AI0110
 AI0110                         *CURRENT SURVEY CONTROL
 AI0110  ___________________________________________________________________
 AI0110* NAD 83(CORS)-  36 21 27.72894(N)    086 05 22.19724(W)     ADJUSTED  
 AI0110* NAVD 88     -                                                        
 AI0110  ___________________________________________________________________
 AI0110  EPOCH DATE  -        2002.00
 AI0110  X           -     350,722.865 (meters)                     COMP
 AI0110  Y           -  -5,130,731.149 (meters)                     COMP
 AI0110  Z           -   3,760,329.699 (meters)                     COMP
 AI0110  ELLIP HEIGHT-         168.62  (meters)          (03/??/02) GPS OBS
 AI0110  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AI0110
 AI0110  HORZ ORDER  -  SPECIAL (CORS)
 AI0110  ELLP ORDER  -  SPECIAL (CORS)
 AI0110
 AI0110.ITRF positions are available for this station.
 AI0110.The coordinates were established by GPS observations
 AI0110.and adjusted by the National Geodetic Survey in March 2002..
 AI0110.The coordinates are valid at the epoch date displayed above.
 AI0110.The epoch date for horizontal control is a decimal equivalence
 AI0110.of Year/Month/Day.
 AI0110
 AI0110
 AI0110.The PID for the CORS L1 Phase Center is AJ7963.
 AI0110
 AI0110.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI0110
 AI0110.The ellipsoidal height was determined by GPS observations
 AI0110.and is referenced to NAD 83.
 AI0110
 AI0110.The geoid height was determined by GEOID03.
 AI0110
 AI0110;                    North         East     Units Scale Factor Converg.
 AI0110;SPC TN       -   224,609.347   591,967.099   MT  0.99999007   -0 03 08.6
 AI0110;SPC TN       -   736,905.83  1,942,145.39   sFT  0.99999007   -0 03 08.6
 AI0110
 AI0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0110!SPC TN       -   0.99997354  x   0.99999007  =   0.99996361
 AI0110
 AI0110                          SUPERSEDED SURVEY CONTROL
 AI0110
 AI0110  NAD 83(CORS)-  36 21 27.72851(N)    086 05 22.19744(W) AD(1997.00) c
 AI0110  ELLIP H (08/??/99)  168.63   (m)                       GP(1997.00) c c
 AI0110  NAD 83(CORS)-  36 21 27.70415(N)    086 05 22.18171(W) AD(1997.00) c
 AI0110  ELLIP H (07/??/99)  169.93   (m)                       GP(1997.00) c c
 AI0110  NAD 83(CORS)-  36 21 27.72900(N)    086 05 22.19720(W) AD(1997.00) c
 AI0110  ELLIP H (06/??/99)  168.61   (m)                       GP(1997.00) c c
 AI0110
 AI0110.Superseded values are not recommended for survey control.
 AI0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0110.See file dsdata.txt to determine how the superseded data were derived.
 AI0110
 AI0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8169024009(NAD 83)
 AI0110_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI0110
 AI0110                          STATION DESCRIPTION
 AI0110
 AI0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI0110'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI0110'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI0110'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI0110'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI0110'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ7963 ***********************************************************************
 AJ7963  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7963  DESIGNATION -  HARTSVILLE CORS L1 PHASE CENTER
 AJ7963  CORS_ID     -  HTV1
 AJ7963  PID         -  AJ7963
 AJ7963  STATE/COUNTY-  TN/TROUSDALE
 AJ7963  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ7963
 AJ7963                         *CURRENT SURVEY CONTROL
 AJ7963  ___________________________________________________________________
 AJ7963* NAD 83(CORS)-  36 21 27.72890(N)    086 05 22.19727(W)     ADJUSTED  
 AJ7963* NAVD 88     -                                                        
 AJ7963  ___________________________________________________________________
 AJ7963  EPOCH DATE  -        2002.00
 AJ7963  X           -     350,722.870 (meters)                     COMP
 AJ7963  Y           -  -5,130,731.222 (meters)                     COMP
 AJ7963  Z           -   3,760,329.751 (meters)                     COMP
 AJ7963  ELLIP HEIGHT-         168.71  (meters)          (03/??/02) GPS OBS
 AJ7963  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AJ7963
 AJ7963  HORZ ORDER  -  SPECIAL (CORS)
 AJ7963  ELLP ORDER  -  SPECIAL (CORS)
 AJ7963
 AJ7963.ITRF positions are available for this station.
 AJ7963.The coordinates were established by GPS observations
 AJ7963.and adjusted by the National Geodetic Survey in March 2002..
 AJ7963.The coordinates are valid at the epoch date displayed above.
 AJ7963.The epoch date for horizontal control is a decimal equivalence
 AJ7963.of Year/Month/Day.
 AJ7963
 AJ7963
 AJ7963.The PID for the CORS ARP is AI0110.
 AJ7963
 AJ7963.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7963
 AJ7963.The ellipsoidal height was determined by GPS observations
 AJ7963.and is referenced to NAD 83.
 AJ7963
 AJ7963.The geoid height was determined by GEOID03.
 AJ7963
 AJ7963;                    North         East     Units Scale Factor Converg.
 AJ7963;SPC TN       -   224,609.346   591,967.098   MT  0.99999007   -0 03 08.6
 AJ7963;SPC TN       -   736,905.83  1,942,145.39   sFT  0.99999007   -0 03 08.6
 AJ7963
 AJ7963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7963!SPC TN       -   0.99997352  x   0.99999007  =   0.99996359
 AJ7963
 AJ7963                          SUPERSEDED SURVEY CONTROL
 AJ7963
 AJ7963  NAD 83(CORS)-  36 21 27.72847(N)    086 05 22.19747(W) AD(1997.00) c
 AJ7963  ELLIP H (08/??/99)  168.72   (m)                       GP(1997.00) c c
 AJ7963  NAD 83(CORS)-  36 21 27.70411(N)    086 05 22.18174(W) AD(1997.00) c
 AJ7963  ELLIP H (07/??/99)  170.02   (m)                       GP(1997.00) c c
 AJ7963  NAD 83(CORS)-  36 21 27.72896(N)    086 05 22.19723(W) AD(1997.00) c
 AJ7963  ELLIP H (06/??/99)  168.70   (m)                       GP(1997.00) c c
 AJ7963
 AJ7963.Superseded values are not recommended for survey control.
 AJ7963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7963.See file dsdata.txt to determine how the superseded data were derived.
 AJ7963
 AJ7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8169024009(NAD 83)
 AJ7963_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7963
 AJ7963                          STATION DESCRIPTION
 AJ7963
 AJ7963'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7963'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7963'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7963'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7963'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7963'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2147 ***********************************************************************
 GC2147  DESIGNATION -  HARTSVILLE MAGNETIC STA
 GC2147  PID         -  GC2147
 GC2147  STATE/COUNTY-  TN/TROUSDALE
 GC2147  USGS QUAD   -  HARTSVILLE (1994)
 GC2147
 GC2147                         *CURRENT SURVEY CONTROL
 GC2147  ___________________________________________________________________
 GC2147* NAD 83(1995)-  36 23 35.90002(N)    086 09 38.08633(W)     ADJUSTED  
 GC2147* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GC2147  ___________________________________________________________________
 GC2147  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GC2147  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2147
 GC2147  HORZ ORDER  -  SECOND
 GC2147
 GC2147.The horizontal coordinates were established by classical geodetic methods
 GC2147.and adjusted by the National Geodetic Survey in April 1999..
 GC2147
 GC2147.The orthometric height was scaled from a topographic map.
 GC2147
 GC2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2147
 GC2147.The geoid height was determined by GEOID03.
 GC2147
 GC2147;                    North         East     Units Scale Factor Converg.
 GC2147;SPC TN       -   228,568.195   585,593.855   MT  0.99999594   -0 05 38.4
 GC2147;SPC TN       -   749,894.15  1,921,235.84   sFT  0.99999594   -0 05 38.4
 GC2147;UTM  16      - 4,027,900.420   575,278.331   MT  0.99966982   +0 29 53.1
 GC2147
 GC2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2147!SPC TN       -   0.99997953  x   0.99999594  =   0.99997547
 GC2147!UTM  16      -   0.99997953  x   0.99966982  =   0.99964935
 GC2147
 GC2147                          SUPERSEDED SURVEY CONTROL
 GC2147
 GC2147  NAD 83(1995)-  36 23 35.90102(N)    086 09 38.08778(W) AD(       ) 2
 GC2147  NAD 83(1995)-  36 23 35.90745(N)    086 09 38.09064(W) AD(       ) 2
 GC2147  NAD 83(1986)-  36 23 35.91001(N)    086 09 38.08887(W) AD(       ) 2
 GC2147  NAD 27      -  36 23 35.73900(N)    086 09 38.13100(W) AD(       ) 2
 GC2147
 GC2147.Superseded values are not recommended for survey control.
 GC2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2147.See file dsdata.txt to determine how the superseded data were derived.
 GC2147
 GC2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7527827900(NAD 83)
 GC2147_MARKER: DM = MAGNETIC STATION DISK
 GC2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2147_MARK LOGO: CGS   
 GC2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2147+STABILITY: SURFACE MOTION
 GC2147
 GC2147  HISTORY     - Date     Condition        Report By
 GC2147  HISTORY     - 1950     MONUMENTED       CGS
 GC2147
 GC2147                          STATION DESCRIPTION
 GC2147
 GC2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2147'STATION IS LOCATED ON THE SCHOOL GROUNDS OF THE HARTSVILLE SCHOOL
 GC2147'NEAR THE OLD SCHOOL BUILDING.  IT IS 3 FEET SOUTH OF THE SOUTHEAST
 GC2147'CORNER OF CONCRETE SCHOOL BUILDING.  THE MARK IS AN 8X8 INCHES
 GC2147'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE AND IN A CONCRETE
 GC2147'SIDEWALK AND THE DISK IS A STANDARD USC AND GS MAGNETIC STATION DISK
 GC2147'WITH STAMPINGS (IF ANY) WORN OFF.
 GC2147'
 GC2147'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HARTSVILLE.
 GC2147'THE DISTANCE WAS FOUND TO BE 49.110 METERS, (161.12 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1883 ***********************************************************************
 FC1883  CBN         -  This is a Cooperative Base Network Control Station.
 FC1883  DESIGNATION -  HARVEY RESET
 FC1883  PID         -  FC1883
 FC1883  STATE/COUNTY-  TN/SEQUATCHIE
 FC1883  USGS QUAD   -  MOUNT AIRY (1991)
 FC1883
 FC1883                         *CURRENT SURVEY CONTROL
 FC1883  ___________________________________________________________________
 FC1883* NAD 83(1995)-  35 23 33.17229(N)    085 17 49.13866(W)     ADJUSTED  
 FC1883* NAVD 88     -       725.5    (meters)    2380.     (feet)  VERTCON   
 FC1883  ___________________________________________________________________
 FC1883  X           -     426,836.280 (meters)                     COMP
 FC1883  Y           -  -5,188,364.714 (meters)                     COMP
 FC1883  Z           -   3,673,859.076 (meters)                     COMP
 FC1883  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FC1883  ELLIP HEIGHT-         696.18  (meters)          (04/12/99) GPS OBS
 FC1883  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1883
 FC1883  HORZ ORDER  -  B
 FC1883  ELLP ORDER  -  FOURTH    CLASS I
 FC1883
 FC1883.The horizontal coordinates were established by GPS observations
 FC1883.and adjusted by the National Geodetic Survey in April 1999..
 FC1883
 FC1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1883
 FC1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1883
 FC1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1883
 FC1883.The ellipsoidal height was determined by GPS observations
 FC1883.and is referenced to NAD 83.
 FC1883
 FC1883.The geoid height was determined by GEOID03.
 FC1883
 FC1883;                    North         East     Units Scale Factor Converg.
 FC1883;SPC TN       -   117,748.933   663,867.180   MT  0.99997790   +0 24 41.7
 FC1883;SPC TN       -   386,314.62  2,178,037.57   sFT  0.99997790   +0 24 41.7
 FC1883;UTM  16      - 3,917,908.048   654,664.875   MT  0.99989480   +0 59 11.5
 FC1883
 FC1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1883!SPC TN       -   0.99989074  x   0.99997790  =   0.99986864
 FC1883!UTM  16      -   0.99989074  x   0.99989480  =   0.99978555
 FC1883
 FC1883|---------------------------------------------------------------------|
 FC1883| PID    Reference Object                     Distance      Geod. Az  |
 FC1883|                                                           dddmmss.s |
 FC1883| CG6003 HARVEY RM 2 RESET                                  00732     |
 FC1883| CG6002 HARVEY RM 2                          28.316 METERS 00933     |
 FC1883| FC1837 DAYTON                              APPROX.25.0 KM 0634635.6 |
 FC1883| CG6001 HARVEY RM 1 RESET                                  11856     |
 FC1883| CG6000 HARVEY RM 1                          28.517 METERS 12831     |
 FC1883| CG5999 HARVEY AZ MK                                       2425620.8 |
 FC1883|---------------------------------------------------------------------|
 FC1883
 FC1883                          SUPERSEDED SURVEY CONTROL
 FC1883
 FC1883  NAD 83(1995)-  35 23 33.17316(N)    085 17 49.14049(W) AD(       ) B
 FC1883  ELLIP H (09/07/90)  696.20   (m)                       GP(       ) 4 1
 FC1883  NAD 83(1986)-  35 23 33.17621(N)    085 17 49.13981(W) AD(       ) 1
 FC1883  NAD 27      -  35 23 32.93400(N)    085 17 49.26700(W) AD(       ) 1
 FC1883  NGVD 29 (09/07/90)  725.6    (m)         2381.     (f) GPS OBS        
 FC1883
 FC1883.Superseded values are not recommended for survey control.
 FC1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1883.See file dsdata.txt to determine how the superseded data were derived.
 FC1883
 FC1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5466517908(NAD 83)
 FC1883_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FC1883_SETTING: 80 = SET IN A BOULDER
 FC1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1883+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FC1883
 FC1883  HISTORY     - Date     Condition        Report By
 FC1883  HISTORY     - 1934     MONUMENTED       CGS
 FC1883  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1883  HISTORY     - 1987     GOOD             AEROS
 FC1883
 FC1883                          STATION DESCRIPTION
 FC1883
 FC1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1883'ABOUT 4-3/4 MILES EAST-NORTHEAST OF DUNLAP, 2-1/2 MILES NORTH OF
 FC1883'HENSON GAP, ON HIGHEST POINT OF HIGH PEAK ON WEST SIDE OF WALDEN
 FC1883'RIDGE. TO REACH FROM DUNLAP, GO SOUTH ON STATE ROUTE 28 FOR 2.1 MILES
 FC1883'(OR 0.25 MILE PAST SEQUATCHIE RIVER), TURN LEFT ONTO GRAVEL ROAD
 FC1883'AT SHARP TURN TO RIGHT IN PAVEMENT, FOLLOW MAIN GRAVEL ROAD 1.65
 FC1883'MILES (OR 0.20 MILE PAST WHITE CHURCH TO RIGHT), TURN RIGHT ONTO
 FC1883'GRAVEL ROAD THROUGH HENSON GAP AT 2-STORY
 FC1883'FRAME HOUSE, GO 3.6 MILES (OR 0.50 MILE PAST GRAVEL PIT ON
 FC1883'LEFT), TURN LEFT ONTO NEWLY GRADED T-ROAD, GO 0.25 MILE, KEEP TO LEFT
 FC1883'ON NEW ROAD AT LEWIS CHAPEL SCHOOL, FOLLOW NEW ROAD 2.0 MILES, TURN
 FC1883'ONTO LEFT FORK UP HILL JUST AFTER PASSING HOME OF JIMMIE JOHNSON
 FC1883'ON RIGHT, GO 0.35 MILE AND TURN LEFT ONTO WOODS ROAD ALONG RAIL FENCE
 FC1883'ON NORTH SIDE OF FIELD, GO 0.3 MILE AND TAKE RIGHT FORK AT BLAZED
 FC1883'TREE ON LEFT, GO 0.5 MILE, TAKE LEFT FORK AT OLD PARTLY TORN DOWN
 FC1883'CABIN ON RIGHT, GO 0.15 MILE AND TAKE LEFT FORK AT BLAZED TREE
 FC1883'ON LEFT, GO 0.85 MILE TO BLAZED OAK ON LEFT. STATION IS ABOUT 1/2
 FC1883'MILE ALONG DIM ROAD THROUGH TREES AT TOP OF PEAK, 21.2 FEET EAST OF
 FC1883'12-INCH PINE WITH TRIANGULAR BLAZE AND 43 FEET NORTH OF DEAD TREE
 FC1883'WITH 4 TRUNKS. SURFACE MARK IS DRILL HOLE 1 INCH DEEP AT INTERSECTION
 FC1883'OF NORTH-SOUTH AND EAST-WEST GROOVES CUT IN SANDSTONE POST 3-1/2
 FC1883'FEET LONG AND PROJECTING ABOUT 4 INCHES ABOVE GROUND. UNDERGROUND
 FC1883'MARK IS CENTER OF TOP OF 9-INCH-HIGH FRUIT JAR, ABOUT 4 FEET BELOW
 FC1883'SURFACE OF GROUND. FOUR REFERENCE MARKS ARE DRILL HOLES IN SANDSTONE
 FC1883'POSTS SIMILAR TO SURFACE MARK, PLACED 6 FEET NORTH, EAST, SOUTH,
 FC1883'AND WEST FROM STATION, AND PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FC1883'IN 1934 STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FC1883'STATION WAS RE-MARKED, AND TWO REFERENCE MARKS AND AN AZIMUTH MARK
 FC1883'ESTABLISHED AS FOLLOWS- SURFACE MARK IS STANDARD DISK STATION MARK IN
 FC1883'6- BY 8-INCH SANDSTONE POST (ORIGINAL MARK), CONCRETE CAPPED. OLD
 FC1883'REFERENCE MARKS ARE LOCATED AS FOLLOWS- NORTH 6 FEET, EAST 6.03 FEET,
 FC1883'SOUTH 6 FEET, AND WEST 6.03 FEET FROM STATION. NEW REFERENCE AND
 FC1883'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO.  1,
 FC1883'IS ON DOWN SLOPE, 17 FEET WEST OF DEAD TRIPLE TREE, AND 93.56
 FC1883'FEET FROM STATION, N 63 DEG 47 MIN E. NO. 2, IS ON
 FC1883'DOWN SLOPE, 13.3 FEET WEST OF DEAD TWIN TREE, AND 92.9 FEET FROM
 FC1883'STATION, N 09 DEG 33 MIN E. AZIMUTH MARK IS ON
 FC1883'ADJACENT KNOLL, 31.3 FEET WEST-NORTHWEST OF 7-INCH PINE, 12 FEET
 FC1883'SOUTH OF 7-INCH HICKORY, AND ABOUT 150 YARDS FROM STATION
 FC1883'S 62 DEG 56 MIN W. LATER IN YEAR 1934, WHEN STATION WAS
 FC1883'REOCCUPIED, OLD REFERENCE MARKS APPROXIMATELY 6 FEET NORTH,
 FC1883'EAST, SOUTH, AND WEST WERE NOT RECOVERED.
 FC1883
 FC1883                          STATION RECOVERY (1987)
 FC1883
 FC1883'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FC1883'THE STATION WAS RECOVERED AT THIS DATE.
 FC1883'A NEW TO REACH DESCRIPTION FOLLOWS.
 FC1883'
 FC1883'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 FC1883'ROUTE 153, ON THE EAST EDGE OF CHATTANOOGA, GO
 FC1883'NORTH FOR 19.8 KM (12.3 MI) ON STATE ROUTE 153 UNTIL IT MERGES WITH
 FC1883'AND BECOMES STATE ROUTE 29.  CONTINUE STRAIGHT AHEAD AND GO FOR 5.6
 FC1883'KM (3.5 MI) ON OLD STATE ROUTE 29 TO THE JUNCTION OF MONTLAKE ROAD.
 FC1883'TURN LEFT AND GO FOR 8.5 KM (5.3 MI) ON MONTLAKE ROAD TO A STOP
 FC1883'SIGN AT THE (T) JUNCTION OF MOWBRAY PIKE.  TURN LEFT AND GO FOR 7.4
 FC1883'KM (4.6 MI) ON MOWBRAY PIKE TO A STOP SIGN AT THE (T) JUNCTION OF
 FC1883'POE ROAD.  TURN RIGHT AND GO FOR 7.9 KM (4.9 MI) ON POE ROAD TO A
 FC1883'FORK AT LEWIS CHAPEL ROAD.  FOLLOW THE RIGHT FORK AND GO FOR 4.5 KM
 FC1883'(2.8 MI) ON LEWIS CHAPEL ROAD TO THE JUNCTION OF A GRAVEL ROAD ON
 FC1883'THE LEFT.  TURN LEFT AND GO FOR 0.8 KM (0.5 MI) ON THE GRAVEL ROAD
 FC1883'TO A FORK IN THE ROAD.  FOLLOW THE RIGHT FORK AND GO FOR 0.2 KM
 FC1883'(0.1 MI) ON THE RIGHT FORK TO A GRAVEL ROAD ON THE RIGHT.  TURN
 FC1883'RIGHT AND GO FOR 2.1 KM (1.3 MI) ON THE GRAVEL ROAD TO A DIRT ROAD
 FC1883'ON THE RIGHT.  TURN RIGHT AND GO FOR 0.8 KM (0.5 MI) ON THE DIRT
 FC1883'ROAD TO THE STATION ON THE RIGHT.
 FC1883'
 FC1883'THE STATION IS A STANDARD NGS DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1598 ***********************************************************************
 FD1598  DESIGNATION -  HASSELL
 FD1598  PID         -  FD1598
 FD1598  STATE/COUNTY-  TN/WAYNE
 FD1598  USGS QUAD   -  WAYNESBORO (1968)
 FD1598
 FD1598                         *CURRENT SURVEY CONTROL
 FD1598  ___________________________________________________________________
 FD1598* NAD 83(1995)-  35 20 26.76456(N)    087 48 34.88133(W)     ADJUSTED  
 FD1598* NAVD 88     -       296.7    (meters)     973.     (feet)  VERTCON   
 FD1598  ___________________________________________________________________
 FD1598  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1598  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1598
 FD1598  HORZ ORDER  -  FIRST
 FD1598
 FD1598.The horizontal coordinates were established by classical geodetic methods
 FD1598.and adjusted by the National Geodetic Survey in April 1999..
 FD1598
 FD1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1598
 FD1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1598
 FD1598.The geoid height was determined by GEOID03.
 FD1598
 FD1598;                    North         East     Units Scale Factor Converg.
 FD1598;SPC TN       -   113,295.779   435,496.402   MT  0.99998522   -1 03 34.1
 FD1598;SPC TN       -   371,704.57  1,428,791.11   sFT  0.99998522   -1 03 34.1
 FD1598;UTM  16      - 3,911,134.737   426,421.317   MT  0.99966672   -0 28 06.2
 FD1598
 FD1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1598!SPC TN       -   0.99995781  x   0.99998522  =   0.99994303
 FD1598!UTM  16      -   0.99995781  x   0.99966672  =   0.99962455
 FD1598
 FD1598|---------------------------------------------------------------------|
 FD1598| PID    Reference Object                     Distance      Geod. Az  |
 FD1598|                                                           dddmmss.s |
 FD1598| CG6005 HASSELL RM 1                         23.558 METERS 03304     |
 FD1598| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.32.5 KM 0460904.4 |
 FD1598| FD1605 HASSELL RM 2                         23.082 METERS 12047     |
 FD1598| FD0985 CLOUD                               APPROX. 3.9 KM 1464753.0 |
 FD1598| CG6004 HASSELL AZ MK                                      2893809.1 |
 FD1598|---------------------------------------------------------------------|
 FD1598
 FD1598                          SUPERSEDED SURVEY CONTROL
 FD1598
 FD1598  NAD 83(1995)-  35 20 26.76892(N)    087 48 34.88267(W) AD(       ) 1
 FD1598  NAD 83(1995)-  35 20 26.76895(N)    087 48 34.88270(W) AD(       ) 1
 FD1598  NAD 83(1995)-  35 20 26.76973(N)    087 48 34.88165(W) AD(       ) 1
 FD1598  NAD 83(1986)-  35 20 26.77402(N)    087 48 34.88094(W) AD(       ) 1
 FD1598  NAD 27      -  35 20 26.49400(N)    087 48 34.78300(W) AD(       ) 1
 FD1598  NGVD 29 (07/19/86)  296.7    (m)          973.     (f) VERT ANG       
 FD1598
 FD1598.Superseded values are not recommended for survey control.
 FD1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1598.See file dsdata.txt to determine how the superseded data were derived.
 FD1598
 FD1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2642111135(NAD 83)
 FD1598_MARKER: DS = TRIANGULATION STATION DISK
 FD1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1598_MARK LOGO: CGS   
 FD1598
 FD1598  HISTORY     - Date     Condition        Report By
 FD1598  HISTORY     - 1934     MONUMENTED       CGS
 FD1598  HISTORY     - 1950     GOOD             TVA
 FD1598  HISTORY     - 1962     GOOD             TNHD
 FD1598  HISTORY     - 1970     GOOD             NGS
 FD1598
 FD1598                          STATION DESCRIPTION
 FD1598
 FD1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1598'ABOUT 11 MILES EAST BY SOUTH OF CLIFTON, 3 MILES NORTHWEST BY WEST OF
 FD1598'WAYNESBORO, 1 MILE
 FD1598'SOUTHEAST OF HEAD OF EAGLE CREEK, ON SOUTH SIDE OF
 FD1598'OLD WAYNESBORO-CLIFTON TURNPIKE, ON
 FD1598'HIGH POINT OF LONG NARROW RIDGE,
 FD1598'AND ON LAND OWNED BY THE HASSELL HEIRS.  TO REACH FROM
 FD1598'COURTHOUSE IN
 FD1598'WAYNESBORO, GO WEST 0.1 MILE ON U S ROUTE 64, TURN NORTHEAST ONTO
 FD1598'GRAVEL ROAD, GO
 FD1598'3.4 MILES TO T-ROAD, TURN WEST, AND GO 0.1 MILE TO
 FD1598'TOP OF RIDGE AND STATION SITE.
 FD1598'STATION IS 75 FEET SOUTH OF CENTER
 FD1598'LINE OF ROAD, 19 FEET SOUTH OF 8-INCH
 FD1598'TRIANGLE-BLAZED PINE TREE, 16.9
 FD1598'FEET EAST OF 6-INCH TRIANGLE-BLAZED PINE TREE, AND 14
 FD1598'FEET NORTH OF
 FD1598'11-INCH TRIANGLE-BLAZED OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE
 FD1598'STANDARD STATION
 FD1598'DISKS IN CONCRETE.  UPPER MARK
 FD1598'PROJECTS 10 INCHES ABOVE GROUND.
 FD1598'REFERENCE AND AZIMUTH MARKS ARE
 FD1598'STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1598'1, PROJECTING 10
 FD1598'INCHES ABOVE GROUND, IS ABOUT 24 FEET FROM CENTER LINE OF ROAD, 13.7
 FD1598'FEET NORTHWEST OF
 FD1598'16-INCH TRIANGLE-BLAZED PINE TREE, AND 77.29 FEET
 FD1598'FROM STATION N 43 DEG 04 MIN E.
 FD1598'NO 2, PROJECTING 9 INCHES
 FD1598'ABOVE GROUND, IS ON SOUTHEAST SLOPE OF RIDGE, 11 FEET
 FD1598'SOUTH OF
 FD1598'16-INCH OAK TREE, AND AT ABOUT SAME ELEVATION AS AND 75.79 FEET FROM
 FD1598'STATION N 43 DEG 04 MIN E.
 FD1598'AZIMUTH MARK, PROJECTING 12
 FD1598'INCHES ABOVE GROUND, IS 50 YARDS WEST
 FD1598'OF SHARP CURVE IN ROAD, 24 FEET
 FD1598'SOUTH OF CENTER LINE OF ROAD, 10 FEET SOUTHWEST OF
 FD1598'16-INCH OAK TREE,
 FD1598'UNDER TELEPHONE LINE, AND ABOUT 0.1 MILE FROM STATION
 FD1598'N 70 DEG 22 MIN W.
 FD1598
 FD1598                          STATION RECOVERY (1950)
 FD1598
 FD1598'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (GLA)
 FD1598'STATION MARK RECOVERED IN GOOD CONDITION AND IS STAMPED HASSELL 1934.
 FD1598'STEEL POST WITH
 FD1598'CONTROL MARKER SET 2 FEET N OF STATION.
 FD1598'
 FD1598'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS STAMPED HASSELL
 FD1598'AZI 1934.  STEEL
 FD1598'POST WITH CONTROL MARKER SIGN SET 2 FEET N OF THE MARKER.
 FD1598'
 FD1598'STATION IS LOCATED 3.0 MILES NW OF WAYNESBORO.
 FD1598
 FD1598                          STATION RECOVERY (1962)
 FD1598
 FD1598'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1598'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FD1598'AS DESCRIBED.
 FD1598'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE
 FD1598'REFERENCE MARKS AND THE STATION
 FD1598'AND WERE FOUND TO CHECK THE 1934
 FD1598'MEASUREMENTS.
 FD1598
 FD1598                          STATION RECOVERY (1970)
 FD1598
 FD1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1598'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FD1598'ALL RECOVERED AS PREVIOUSLY DESCRIBED IN 1934 IN GOOD CONDITION.
 FD1598'THE DISTANCE AND DIRECTION TO ALL MARKS COMPARE FAVORABLY.
 FD1598'
 FD1598'THE STATION MARK COULD NOT BE BUILT OVER AT THIS TIME DUE TO A POWER
 FD1598'LINE OVERHEAD.  REFERENCE MARK 2 WAS OCCUPIED AT THIS TIME.
 FD1598'
 FD1598'FOR THE LOCATION, TO REACH AND THE DESCRIPTION OF ALL MARKS SEE THE
 FD1598'DESCRIPTION FOR HASSELL RM 2.
 FD1598'
 FD1598'A TRIPOD SETUP WAS MADE OVER THIS MARK, DISTANCES AND DIRECTIONS
 FD1598'NOTED BELOW.  THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1598'
 FD1598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 FD1598'OF WAYNESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1605 ***********************************************************************
 FD1605  DESIGNATION -  HASSELL RM 2
 FD1605  PID         -  FD1605
 FD1605  STATE/COUNTY-  TN/WAYNE
 FD1605  USGS QUAD   -  WAYNESBORO (1968)
 FD1605
 FD1605                         *CURRENT SURVEY CONTROL
 FD1605  ___________________________________________________________________
 FD1605* NAD 83(1995)-  35 20 26.38127(N)    087 48 34.09602(W)     ADJUSTED  
 FD1605* NAVD 88     -       295.93   (+/-2cm)     970.9    (feet)  VERTCON   
 FD1605  ___________________________________________________________________
 FD1605  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1605  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1605
 FD1605  HORZ ORDER  -  FIRST
 FD1605  VERT ORDER  -  THIRD ? (See Below)
 FD1605
 FD1605.The horizontal coordinates were established by classical geodetic methods
 FD1605.and adjusted by the National Geodetic Survey in April 1999..
 FD1605
 FD1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1605.The vertical order pertains to the NGVD 29 superseded value.
 FD1605
 FD1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1605
 FD1605.The geoid height was determined by GEOID03.
 FD1605
 FD1605;                    North         East     Units Scale Factor Converg.
 FD1605;SPC TN       -   113,283.602   435,516.010   MT  0.99998524   -1 03 33.6
 FD1605;SPC TN       -   371,664.62  1,428,855.44   sFT  0.99998524   -1 03 33.6
 FD1605;UTM  16      - 3,911,122.767   426,441.044   MT  0.99966668   -0 28 05.7
 FD1605
 FD1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1605!SPC TN       -   0.99995794  x   0.99998524  =   0.99994318
 FD1605!UTM  16      -   0.99995794  x   0.99966668  =   0.99962463
 FD1605
 FD1605:                Primary Azimuth Mark                     Grid Az
 FD1605:SPC TN       -  WAYNE RM A                               066 12 17.1
 FD1605:UTM  16      -  WAYNE RM A                               065 36 49.2
 FD1605
 FD1605|---------------------------------------------------------------------|
 FD1605| PID    Reference Object                     Distance      Geod. Az  |
 FD1605|                                                           dddmmss.s |
 FD1605| FD1582 WAYNE RM A                          APPROX.10.1 KM 0650843.5 |
 FD1605| FD1579 WAYNESBORO ATT MW KYN               APPROX.10.5 KM 1024604.1 |
 FD1605| FD1612 HOLLAND RIM 11 LOT                  APPROX.13.2 KM 2341316.3 |
 FD1605| CG6004 HASSELL AZ MK                                      2911427.6 |
 FD1605| FD1598 HASSELL                              23.082 METERS 30047     |
 FD1605| FD1606 HOLLAND RIM 12 LOT                   16.709 METERS 30522     |
 FD1605| CG6005 HASSELL RM 1                         32.327 METERS 34732     |
 FD1605|---------------------------------------------------------------------|
 FD1605
 FD1605                          SUPERSEDED SURVEY CONTROL
 FD1605
 FD1605  NAD 83(1995)-  35 20 26.38563(N)    087 48 34.09736(W) AD(       ) 1
 FD1605  NAD 83(1995)-  35 20 26.38566(N)    087 48 34.09739(W) AD(       ) 1
 FD1605  NAD 83(1995)-  35 20 26.38645(N)    087 48 34.09635(W) AD(       ) 1
 FD1605  NAD 83(1986)-  35 20 26.39062(N)    087 48 34.09541(W) AD(       ) 1
 FD1605  NAD 27      -  35 20 26.11080(N)    087 48 33.99764(W) AD(       ) 1
 FD1605  NGVD 29 (07/19/86)  295.90   (m)          970.8    (f) LEVELING    3  
 FD1605
 FD1605.Superseded values are not recommended for survey control.
 FD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1605.See file dsdata.txt to determine how the superseded data were derived.
 FD1605
 FD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2644111123(NAD 83)
 FD1605_MARKER: DR = REFERENCE MARK DISK
 FD1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1605+STABILITY: SURFACE MOTION
 FD1605
 FD1605  HISTORY     - Date     Condition        Report By
 FD1605  HISTORY     - 1934     MONUMENTED       NGS
 FD1605
 FD1605                          STATION DESCRIPTION
 FD1605
 FD1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (WMJ)
 FD1605'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF
 FD1605'COLLINWOOD, 5-1/2 MILES WEST OF LIBERTY, 3 MILES NORTHWEST OF
 FD1605'WAYNESBORO AND ON THE PROPERTY OF THE TENNESSEE STATE CONSERVATION
 FD1605'DEPARTMENT.
 FD1605'
 FD1605'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 FD1605'SQUARE IN WAYNESBORO GO SOUTH ON U.S. HIGHWAY 64 FOR 0.1 MILE TO
 FD1605'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON A PAVED
 FD1605'ROAD FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN LEFT AND GO WEST
 FD1605'ON PAVED ROAD FOR 0.1 MILE TO A FIRE LOOKOUT TOWER AND THE
 FD1605'STATION ON THE LEFT.  CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH
 FD1605'MARK ON THE LEFT.
 FD1605'
 FD1605'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1605'HASSELL NO 2 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FD1605'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES ABOVE THE GROUND
 FD1605'SURFACE.  IT IS 44 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 FD1605'LOOKOUT TOWER AND 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FD1605'A SHED.
 FD1605'
 FD1605'THE 1934 STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 FD1605'DISK STAMPED HASSELL 1934, SET IN THE TOP OF A CYLINDRICAL
 FD1605'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 56 FEET
 FD1605'SOUTHWEST OF A POWER POLE, 46 FEET EAST-NORTHEAST OF THE
 FD1605'NORTHEAST CORNER OF A HOUSE AND 13 FEET WEST OF THE NORTHWEST
 FD1605'LEG OF THE LOOKOUT TOWER.  THIS MARK COULD NOT BE BUILT OVER
 FD1605'DUE TO ITS LOCATION UNDER A POWERLINE.
 FD1605'
 FD1605'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1605'HASSELL NO 1 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 FD1605'MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 30 FEET SOUTH OF THE
 FD1605'CENTER OF A PAVED ROAD AND 20.5 FEET NORTHEAST OF A POWER POLE.
 FD1605'
 FD1605'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1605'HASSELL AZIMUTH 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 FD1605'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1605'IS 35 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 23.5 FEET
 FD1605'NORTHWEST OF A TELEPHONE POLE AND 2 FEET SOUTHWEST OF A METAL
 FD1605'WITNESS POST WITH SIGN ATTACHED.
 FD1605'
 FD1605'NOTE--THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1605'
 FD1605'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2628 ***********************************************************************
 FE2628  DESIGNATION -  HATCHIE
 FE2628  PID         -  FE2628
 FE2628  STATE/COUNTY-  TN/LAUDERDALE
 FE2628  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2628
 FE2628                         *CURRENT SURVEY CONTROL
 FE2628  ___________________________________________________________________
 FE2628* NAD 83(1995)-  35 39 04.20011(N)    089 35 57.81819(W)     ADJUSTED  
 FE2628* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 FE2628  ___________________________________________________________________
 FE2628  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 FE2628  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2628
 FE2628  HORZ ORDER  -  SECOND
 FE2628
 FE2628.The horizontal coordinates were established by classical geodetic methods
 FE2628.and adjusted by the National Geodetic Survey in April 1999..
 FE2628
 FE2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2628
 FE2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2628
 FE2628.The geoid height was determined by GEOID03.
 FE2628
 FE2628;                    North         East     Units Scale Factor Converg.
 FE2628;SPC TN       -   152,205.408   274,130.806   MT  0.99995347   -2 06 26.0
 FE2628;SPC TN       -   499,360.58    899,377.49   sFT  0.99995347   -2 06 26.0
 FE2628;UTM  16      - 3,948,371.504   264,669.314   MT  1.00028250   -1 30 56.7
 FE2628
 FE2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2628!SPC TN       -   0.99998844  x   0.99995347  =   0.99994191
 FE2628!UTM  16      -   0.99998844  x   1.00028250  =   1.00027094
 FE2628
 FE2628:                Primary Azimuth Mark                     Grid Az
 FE2628:SPC TN       -  RIPLEY MUNICIPAL TANK                    033 36 29.0
 FE2628:UTM  16      -  RIPLEY MUNICIPAL TANK                    033 00 59.7
 FE2628
 FE2628|---------------------------------------------------------------------|
 FE2628| PID    Reference Object                     Distance      Geod. Az  |
 FE2628|                                                           dddmmss.s |
 FE2628| FE2632 RIPLEY MUNICIPAL TANK               APPROX.12.3 KM 0313003.0 |
 FE2628| FE2629 HENNING MUNICIPAL TANK              APPROX. 3.4 KM 0401255.0 |
 FE2628| FE2637 TABERNACLE LOT                      APPROX.16.3 KM 1623626.8 |
 FE2628| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX.14.2 KM 1733524.2 |
 FE2628| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX.12.2 KM 2004917.1 |
 FE2628| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX.10.3 KM 2011437.0 |
 FE2628| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 9.6 KM 2024115.4 |
 FE2628| FE2643 COVINGTON MUNICIPAL TANK            APPROX.10.5 KM 2041357.2 |
 FE2628| CG3446 HATCHIE RM 1                         31.226 METERS 20605     |
 FE2628| FE2644 COVINGTON RAD STA WKBL MAST         APPROX. 8.0 KM 2065501.6 |
 FE2628| FE2646 FORT PILLOW STATE FARM TANK         APPROX.13.0 KM 2752659.3 |
 FE2628| CG3447 HATCHIE RM 2                         20.695 METERS 29651     |
 FE2628| CG3445 HATCHIE AZ MK                                      3463223.6 |
 FE2628|---------------------------------------------------------------------|
 FE2628
 FE2628                          SUPERSEDED SURVEY CONTROL
 FE2628
 FE2628  NAD 83(1995)-  35 39 04.20758(N)    089 35 57.81883(W) AD(       ) 2
 FE2628  NAD 83(1986)-  35 39 04.21165(N)    089 35 57.81901(W) AD(       ) 2
 FE2628  NAD 27      -  35 39 03.92540(N)    089 35 57.54310(W) AD(       ) 2
 FE2628  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 FE2628
 FE2628.Superseded values are not recommended for survey control.
 FE2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2628.See file dsdata.txt to determine how the superseded data were derived.
 FE2628
 FE2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6466948372(NAD 83)
 FE2628_MARKER: DS = TRIANGULATION STATION DISK
 FE2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2628
 FE2628  HISTORY     - Date     Condition        Report By
 FE2628  HISTORY     - 1958     MONUMENTED       CGS
 FE2628  HISTORY     - 1971     SEE DESCRIPTION  TNDT
 FE2628  HISTORY     - 1976     SEE DESCRIPTION  NGS
 FE2628
 FE2628                          STATION DESCRIPTION
 FE2628
 FE2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2628'THE STATION IS ABOUT 2.5 MILES SOUTHWEST OF HENNING, ON THE WEST SIDE
 FE2628'OF U.S. HIGHWAY 51 AND IS ON THE PROPERTY OF MAJOR J.F. CRUCTHER, WHO
 FE2628'LIVES IN HENNING. IT IS 44 FEET WEST OF THE CENTERLINE OF U.S.
 FE2628'HIGHWAY 51, 10 FEET NORTHWEST OF A WHITE WITNESS POST, 13 FEET
 FE2628'SOUTHWEST OF A T-FENCE CORNER, 9 FEET SOUTH OF A FENCE AND 10 FEET
 FE2628'WEST OF A FENCE. THE MONUMENT IS 12 INCHES BELOW GROUND SURFACE
 FE2628'AND THE DISK IS STAMPED HATCHIE 1958.
 FE2628'
 FE2628'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2628'HENNING, WHICH IS 150 FEET EAST OF U.S. HIGHWAY 51, GO SOUTHWEST ON
 FE2628'HIGHWAY 51 FOR 1.55 MILES TO A Y-FORK AND HIGHWAY 51 CURVES TO THE
 FE2628'SOUTH*. CONTINUE SOUTH ON HIGHWAY 51 FOR 0.5 MILE TO THE STATION ON
 FE2628'THE RIGHT.
 FE2628'
 FE2628'*TO REACH THE AZIMUTH FROM THIS POINT, KEEP RIGHT FORK AND GO SOUTH
 FE2628'ON A PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 FE2628'
 FE2628'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 34 FEET WEST OF
 FE2628'CENTERLINE OF HIGHWAY 51 AND 110 FEET SOUTH OF THE T-FENCE CORNER.
 FE2628'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HATCHIE NO 1 1958.
 FE2628'
 FE2628'REFERENCE MARK 2 IS 1 FOOT EAST OF A POWER POLE, 3 FEET SOUTH OF A
 FE2628'FENCE AND 78 FEET WEST OF THE T-FENCE CORNER. THE MONUMENT IS
 FE2628'FLUSH AND THE DISK IS STAMPED HATCHIE NO 2 1958.
 FE2628'
 FE2628'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A WHITE BOARD FENCE, 66 FEET
 FE2628'NORTHEAST OF A GRAVELED DRIVEWAY WEST, 23 FEET NORTHWEST OF THE
 FE2628'CENTERLINE OF A PAVED ROAD, AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FE2628'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HATCHIE 1958.
 FE2628'
 FE2628'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2628
 FE2628                          STATION RECOVERY (1971)
 FE2628
 FE2628'RECOVERY NOTE BY TN DEPT OF TRANSP 1971 (RED)
 FE2628'HATCHIE 1958 RECOVERED GOOD.
 FE2628'
 FE2628'HATCHIE 1958 RECOVERED GOOD AZIMUTH MARK.
 FE2628'
 FE2628'HATCHIE NO. 2 1958 RECOVERED GOOD.
 FE2628'
 FE2628'R.M. NO. 1 APPARENTLY COVERED-UP, NOT SEARCHED FOR WHITE BOARD
 FE2628'FENCE IN AZ. DESCRIPTION IS GONE.
 FE2628'
 FE2628'STATION AND R.M. NO. 1 WILL BE DESTROYED BY NEW ROAD
 FE2628'CONSTRUCTION - SURVEY NOW UNDER WAY.
 FE2628'
 FE2628'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SW OF HENNING.
 FE2628
 FE2628                          STATION RECOVERY (1976)
 FE2628
 FE2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2628'THE AZIMUTH MARK MONUMENT WAS FOUND WITH THE TOP PORTION SHEARED OFF
 FE2628'AND THE DISK GONE.  THE STATION SITE IS NOW PART OF A DEEP CUT FOR
 FE2628'U.S. HIGHWAY 51.  THE RESIDENT ENGINEER OF THE STATE HIGHWAY
 FE2628'DEPARTMENT WAS CONTACTED AND HE HAD NO KNOWLEDGE OF THE MARKS
 FE2628'BEING DESTROYED NOR ANY TIES BEING MADE.  THIS STATION SHOULD BE
 FE2628'CONSIDERED AS LOST.
 FE2628'
 FE2628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 FE2628'SOUTHEAST OF HENNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2167 ***********************************************************************
 FZ2167  DESIGNATION -  HAUNTED
 FZ2167  PID         -  FZ2167
 FZ2167  STATE/COUNTY-  TN/JOHNSON
 FZ2167  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ2167
 FZ2167                         *CURRENT SURVEY CONTROL
 FZ2167  ___________________________________________________________________
 FZ2167* NAD 83(1995)-  36 36 14.04391(N)    081 51 21.03193(W)     ADJUSTED  
 FZ2167* NAVD 88     -      1161.     (meters)    3809.     (feet)  SCALED    
 FZ2167  ___________________________________________________________________
 FZ2167  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FZ2167  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ2167
 FZ2167  HORZ ORDER  -  SECOND
 FZ2167
 FZ2167.The horizontal coordinates were established by classical geodetic methods
 FZ2167.and adjusted by the National Geodetic Survey in April 1999..
 FZ2167
 FZ2167.The orthometric height was scaled from a topographic map.
 FZ2167
 FZ2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2167
 FZ2167.The geoid height was determined by GEOID03.
 FZ2167
 FZ2167;                    North         East     Units Scale Factor Converg.
 FZ2167;SPC TN       -   259,775.594   970,686.503   MT  1.00003857   +2 25 34.2
 FZ2167;SPC TN       -   852,280.43  3,184,660.64   sFT  1.00003857   +2 25 34.2
 FZ2167;SPC VA S     - 1,035,362.606 3,199,801.751   MT  1.00003353   -2 02 12.3
 FZ2167;SPC VA S     - 3,396,852.15 10,498,016.24   sFT  1.00003353   -2 02 12.3
 FZ2167;UTM  17      - 4,051,274.190   423,456.523   MT  0.99967218   -0 30 37.2
 FZ2167
 FZ2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2167!SPC TN       -   0.99982270  x   1.00003857  =   0.99986126
 FZ2167!SPC VA S     -   0.99982270  x   1.00003353  =   0.99985622
 FZ2167!UTM  17      -   0.99982270  x   0.99967218  =   0.99949494
 FZ2167
 FZ2167:                Primary Azimuth Mark                     Grid Az
 FZ2167:SPC TN       -  DAMASCUS RESET                           063 46 00.7
 FZ2167:SPC VA S     -  DAMASCUS RESET                           068 13 47.2
 FZ2167:UTM  17      -  DAMASCUS RESET                           066 42 12.1
 FZ2167
 FZ2167|---------------------------------------------------------------------|
 FZ2167| PID    Reference Object                     Distance      Geod. Az  |
 FZ2167|                                                           dddmmss.s |
 FZ2167| FZ2166 DAMASCUS RESET                      APPROX. 2.9 KM 0661134.9 |
 FZ2167| DC3542 HAUNTED RM 1                         11.954 METERS 07645     |
 FZ2167| DC3543 HAUNTED RM 2                         18.322 METERS 17442     |
 FZ2167| DC3541 HAUNTED AZ MK                                      2554544.2 |
 FZ2167|---------------------------------------------------------------------|
 FZ2167
 FZ2167                          SUPERSEDED SURVEY CONTROL
 FZ2167
 FZ2167  NAD 83(1995)-  36 36 14.04402(N)    081 51 21.03205(W) AD(       ) 2
 FZ2167  NAD 83(1995)-  36 36 14.05399(N)    081 51 21.03132(W) AD(       ) 2
 FZ2167  NAD 83(1986)-  36 36 14.05402(N)    081 51 21.03123(W) AD(       ) 2
 FZ2167  NAD 27      -  36 36 13.64212(N)    081 51 21.59941(W) AD(       ) 2
 FZ2167
 FZ2167.Superseded values are not recommended for survey control.
 FZ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2167.See file dsdata.txt to determine how the superseded data were derived.
 FZ2167
 FZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2345751274(NAD 83)
 FZ2167_MARKER: DS = TRIANGULATION STATION DISK
 FZ2167_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2167_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FZ2167
 FZ2167  HISTORY     - Date     Condition        Report By
 FZ2167  HISTORY     - 1934     MONUMENTED       CGS
 FZ2167
 FZ2167                          STATION DESCRIPTION
 FZ2167
 FZ2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2167'ABOUT 4-1/2 MILES SOUTHWEST OF DAMASCUS, VA., 2-1/2 MILES WEST OF
 FZ2167'SUTHERLAND, ON
 FZ2167'HOLSTON MOUNTAIN IN UNAKA NATIONAL FOREST, ON DIVIDE
 FZ2167'WHICH FORMS BOUNDARY BETWEEN
 FZ2167'SULLIVAN AND JOHNSON COUNTIES, JUST
 FZ2167'NORTHEAST OF HAUNTED HOLLOW, IN TOP OF 6-BY
 FZ2167'12-INCH OUTCROP ON
 FZ2167'HIGHEST PART OF NORTHEAST-AND-SOUTHWEST ROCK LEDGE, AND 8 FEET
 FZ2167'WEST-NORTHWEST OF 16-INCH CHESTNUT TREE WITH TRIANGULAR BLAZE ON
 FZ2167'NORTHWEST SIDE.
 FZ2167'TO REACH FROM RAILROAD CROSSING IN DAMASCUS, GO
 FZ2167'NORTHWEST 0.7 MILE ON U.  S.  ROUTE
 FZ2167'58, TURN LEFT ONTO SLATE ROAD AND
 FZ2167'GO 3.2 MILES, TURN LEFT ONTO SIDE ROAD AND GO 0.1 MILE
 FZ2167'TO OLD
 FZ2167'ABANDONED SAWMILL SITE, FOLLOW WELL-DEFINED TRAIL 2 MILES TO RIGHT UP
 FZ2167'RIDGE TO JUNCTION
 FZ2167'WITH TRAIL LEADING ALONG TOP OF RIDGE AT ARROW ON
 FZ2167'RIGHT 2-1/2 MILES TO STATE HIGHWAY,
 FZ2167'TURN RIGHT AND FOLLOW TRAIL 1
 FZ2167'MILE ALONG TOP OF RIDGE TO POINT WHERE TRAIL LEADS
 FZ2167'AROUND HIGH KNOB
 FZ2167'ON LEFT, AND GO LEFT ABOUT 300 FEET TO STATION ON KNOB.  MARKED BY
 FZ2167'STANDARD STATION
 FZ2167'DISK IN ROCK OUTCROP.  REFERENCE MARKS ARE
 FZ2167'STANDARD REFERENCE DISKS IN ROCK
 FZ2167'OUTCROPS.  NO. 1 IS IN
 FZ2167'TOP OF 2-FOOT SQUARE ROCK OUTCROP WHICH SLOPES TO
 FZ2167'SOUTHEAST AND IN
 FZ2167'SAME ROCK LEDGE AS AND 39.22 FEET FROM STATION
 FZ2167'N 76 DEG 45 MIN E.  NO. 2 IS
 FZ2167'IN 1-BY 2-FOOT ROCK OUTCROP ON DOWNWARD SLOPE AND
 FZ2167'60.11 FEET FROM STATION S 5 DEG 18 MIN E.
 FZ2167'AZIMUTH MARK IS
 FZ2167'STANDARD REFERENCE DISK, IN TOP OF 8-BY
 FZ2167'24-INCH BOULDER ON
 FZ2167'TOP OF RIDGE BURIED 5 FEET NORTH-NORTHEAST OF DOUBLE 26-INCH
 FZ2167'CHESTNUT TREE, AND
 FZ2167'150 FEET FROM STATION S 75 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0771 ***********************************************************************
 GA0771  DESIGNATION -  HAWKINS COUNTY MILESTONE
 GA0771  PID         -  GA0771
 GA0771  STATE/COUNTY-  TN/HAWKINS
 GA0771  USGS QUAD   -  BUREM (1976)
 GA0771
 GA0771                         *CURRENT SURVEY CONTROL
 GA0771  ___________________________________________________________________
 GA0771* NAD 83(1995)-  36 25 28.67138(N)    082 58 56.48152(W)     ADJUSTED  
 GA0771* NAVD 88     -       397.653  (meters)    1304.63   (feet)  ADJUSTED  
 GA0771  ___________________________________________________________________
 GA0771  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GA0771  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0771  DYNAMIC HT  -         397.292 (meters)    1303.45  (feet)  COMP
 GA0771  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0771
 GA0771  HORZ ORDER  -  THIRD
 GA0771  VERT ORDER  -  SECOND    CLASS 0
 GA0771
 GA0771.The horizontal coordinates were established by classical geodetic methods
 GA0771.and adjusted by the National Geodetic Survey in April 1999..
 GA0771
 GA0771.The orthometric height was determined by differential leveling
 GA0771.and adjusted by the National Geodetic Survey in June 1991..
 GA0771
 GA0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0771
 GA0771.The geoid height was determined by GEOID03.
 GA0771
 GA0771.The dynamic height is computed by dividing the NAVD 88
 GA0771.geopotential number by the normal gravity value computed on the
 GA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0771.degrees latitude (g = 980.6199 gals.).
 GA0771
 GA0771.The modeled gravity was interpolated from observed gravity values.
 GA0771
 GA0771;                    North         East     Units Scale Factor Converg.
 GA0771;SPC TN       -   236,204.180   870,573.335   MT  1.00000142   +1 45 59.9
 GA0771;SPC TN       -   774,946.55  2,856,206.02   sFT  1.00000142   +1 45 59.9
 GA0771;UTM  17      - 4,032,873.744   322,287.136   MT  0.99998912   -1 10 38.5
 GA0771
 GA0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0771!SPC TN       -   0.99994251  x   1.00000142  =   0.99994393
 GA0771!UTM  17      -   0.99994251  x   0.99998912  =   0.99993163
 GA0771
 GA0771|---------------------------------------------------------------------|
 GA0771| PID    Reference Object                     Distance      Geod. Az  |
 GA0771|                                                           dddmmss.s |
 GA0771| DB9928 HAWKINS COUNTY MILESTONE RM 1        25.130 METERS 22036     |
 GA0771| DB9929 HAWKINS COUNTY MILESTONE RM 2        24.912 METERS 30101     |
 GA0771| DB9927 HAWKINS COUNTY MILESTONE AZ MK                     3315404.7 |
 GA0771|---------------------------------------------------------------------|
 GA0771
 GA0771                          SUPERSEDED SURVEY CONTROL
 GA0771
 GA0771  NAD 83(1995)-  36 25 28.67557(N)    082 58 56.48487(W) AD(       ) 3
 GA0771  NAD 83(1995)-  36 25 28.68189(N)    082 58 56.48601(W) AD(       ) 3
 GA0771  NAD 83(1995)-  36 25 28.67710(N)    082 58 56.48326(W) AD(       ) 3
 GA0771  NAD 83(1986)-  36 25 28.67961(N)    082 58 56.48415(W) AD(       ) 3
 GA0771  NAD 27      -  36 25 28.33800(N)    082 58 56.89000(W) AD(       ) 3
 GA0771  NGVD 29 (??/??/92)  397.789  (m)         1305.08   (f) ADJ UNCH    2 0
 GA0771
 GA0771.Superseded values are not recommended for survey control.
 GA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0771.See file dsdata.txt to determine how the superseded data were derived.
 GA0771
 GA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2228732874(NAD 83)
 GA0771_MARKER: DS = TRIANGULATION STATION DISK
 GA0771_SETTING: 0 = UNSPECIFIED SETTING
 GA0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0771+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 GA0771
 GA0771  HISTORY     - Date     Condition        Report By
 GA0771  HISTORY     - 1941     MONUMENTED       CGS
 GA0771  HISTORY     - 1950     GOOD             TVA
 GA0771  HISTORY     - 1964     GOOD             NGS
 GA0771  HISTORY     - 20040208 GOOD             GEOCAC
 GA0771
 GA0771                          STATION DESCRIPTION
 GA0771
 GA0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA0771'THE STATION IS A PROMINENT MONUMENT ABOUT 2 MILES NE OF ROGERSVILLE
 GA0771'IN THE TRIANGULAR
 GA0771'PLOT BOUNDED BY THE TRAFFIC LANES AT THE
 GA0771'INTERSECTION OF U.S.  HIGHWAY 11 W
 GA0771'AND STATE HIGHWAY 70.  MARK IS A
 GA0771'2-FOOT MILESTONE INSCRIBED ON THE S FACE NEAR ITS
 GA0771'TOP.  U.S.C.  AND
 GA0771'G.S.  SQUARE GRANITE POST 4-1/2 FEET HIGH WITH THE NAME HAWKINS
 GA0771'COUNTY BENCH MARK
 GA0771'B 55 1934 IS AGAINST ITS BASE ON THE S SIDE.  LEVEL
 GA0771'CONNECTION WAS MADE TO THIS MARK.
 GA0771'IN THE CENTER OF THE GRANITE POST
 GA0771'THERE IS A CIRCULAR BRONZE PLATE INDICATING THE
 GA0771'CARDINAL DIRECTION
 GA0771'AND IN THE CENTER OF THIS PLATE IS A SMALL INDENTATION THAT MARKS
 GA0771'THE STATION
 GA0771'EXACTLY.  ITS ELEVATION IS 397.795 METERS OR 1,305.099 FEET.
 GA0771'
 GA0771'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GA0771'CONCRETE.
 GA0771'
 GA0771'REFERENCE MARK NO. 1 IS 46.5 FEET NW OF U.S. HIGHWAY 11 W AND 27 FEET
 GA0771'E OF THE CENTER
 GA0771'LINE OF THE WESTERLY BRANCH OF THE STATE HIGHWAY 70,
 GA0771'IT PROJECTS 6 INCHES AND IS
 GA0771'STAMPED HAWKINS COUNTY MILESTONE NO. 1
 GA0771'1941.
 GA0771'
 GA0771'REFERENCE MARK NO. 2 IS 44 FEET SW OF THE CENTER LINE OF THE EASTERLY
 GA0771'BRANCH AND 21 FEET
 GA0771'ESE OF THE CENTER LINE OF THE WESTERLY BRANCH OF
 GA0771'STATE HIGHWAY 70.  IT PROJECTS 6
 GA0771'INCHES AND IS STAMPED HAWKINS COUNTY
 GA0771'MILESTONE NO.  2 1941.
 GA0771'
 GA0771'THE AZIMUTH MARK IS 30 FEET SW OF THE CENTER LINE OF STATE HIGHWAY
 GA0771'70, AND 10 FEET S
 GA0771'OF THE CENTER LINE OF A FIELD ROAD.  IT PROJECTS 3
 GA0771'INCHES AND IS STAMPED HAWKINS COUNTY
 GA0771'MILESTONE 1941.
 GA0771'
 GA0771'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO E ON
 GA0771'U.S.  HIGHWAY 11 W
 GA0771'FOR 2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 GA0771'70 AND STATION.
 GA0771'
 GA0771'LIGHTS ELEVATED 4 FEET AT ROGERSVILLE AND DEVILS NOSE, AND 10 FEET AT
 GA0771'BUNKER HILL TO SEE
 GA0771'FROM A 77-FOOT STEEL TOWER AT HAWKINS COUNTY
 GA0771'MILESTONE.
 GA0771
 GA0771                          STATION RECOVERY (1950)
 GA0771
 GA0771'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (TVA)
 GA0771'ALL MARKS WERE FOUND IN GOOD CONDITION.  DESCRIPTION GOOD.
 GA0771'
 GA0771'THE AZIMUTH MARK IS 12 FEET S 25 DEG E FROM CENTER LINE OF FIELD
 GA0771'ROAD, 35 FEET S 66
 GA0771'DEG W FROM CENTER LINE OF TENN HWY 70, 16.1 FEET S 55
 GA0771'DEG E TO NAIL AND BOTTLE CAP IN
 GA0771'POWER POLE, 50.0 FEET N 66 DEG E TO
 GA0771'NAIL AND BOTTLE CAP IN MAIL BOX POST.  A SIGN SET
 GA0771'1.1 FEET S 60 DEG W
 GA0771'FROM AZIMUTH MARK.
 GA0771
 GA0771                          STATION RECOVERY (1964)
 GA0771
 GA0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA0771'2 MI NE FROM ROGERSVILLE.
 GA0771'IT IS NEAR THE CENTER OF THE GRASSY TRIANGLE BOUNDED BY THE
 GA0771'INTERSECTING LANES OF U.S. HIGHWAY 11 W AND STATE HIGHWAY 70.
 GA0771'THE ELEVATION DETERMINED IS THE SURFACE OF THE BRONZE ORIENTATION
 GA0771'PLATE AT THE SMALL INDENTATION THAT MARKS THE EXACT LOCATION OF
 GA0771'TRIANGULATION STATION HAWKINS COUNTY MILESTONE WHICH IS THE
 GA0771'CENTER OF THE PLATE AND THE 2-FOOT SQUARE GRANITE POST.  THE
 GA0771'GRANITE POST BEARS THE NAME HAWKINS COUNTY MILESTONE NEAR THE
 GA0771'TOP OF ITS SOUTHERN FACE.  THE POINT IS 2 FEET DUE NORTH OF
 GA0771'BENCH MARK B 55 ESTABLISHED IN 1934.
 GA0771
 GA0771                          STATION RECOVERY (2004)
 GA0771
 GA0771'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2592 ***********************************************************************
 GB2592  DESIGNATION -  HAWN
 GB2592  PID         -  GB2592
 GB2592  STATE/COUNTY-  TN/MORGAN
 GB2592  USGS QUAD   -  RUGBY (1984)
 GB2592
 GB2592                         *CURRENT SURVEY CONTROL
 GB2592  ___________________________________________________________________
 GB2592* NAD 83(1995)-  36 17 42.29479(N)    084 39 08.31328(W)     ADJUSTED  
 GB2592* NAVD 88     -       467.2    (meters)    1533.     (feet)  VERTCON   
 GB2592  ___________________________________________________________________
 GB2592  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GB2592  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB2592
 GB2592  HORZ ORDER  -  SECOND
 GB2592
 GB2592.The horizontal coordinates were established by classical geodetic methods
 GB2592.and adjusted by the National Geodetic Survey in April 1999..
 GB2592
 GB2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2592
 GB2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2592
 GB2592.The geoid height was determined by GEOID03.
 GB2592
 GB2592;                    North         East     Units Scale Factor Converg.
 GB2592;SPC TN       -   218,490.567   721,052.312   MT  0.99998069   +0 47 20.4
 GB2592;SPC TN       -   716,831.14  2,365,652.46   sFT  0.99998069   +0 47 20.4
 GB2592;UTM  16      - 4,019,235.673   710,818.526   MT  1.00014763   +1 23 24.8
 GB2592
 GB2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2592!SPC TN       -   0.99993122  x   0.99998069  =   0.99991191
 GB2592!UTM  16      -   0.99993122  x   1.00014763  =   1.00007884
 GB2592
 GB2592|---------------------------------------------------------------------|
 GB2592| PID    Reference Object                     Distance      Geod. Az  |
 GB2592|                                                           dddmmss.s |
 GB2592| DB9931 HAWN RM 1                            22.803 METERS 02519     |
 GB2592| DB9930 HAWN AZ MK                                         0381338.4 |
 GB2592| DB9932 HAWN RM 2                            35.510 METERS 26750     |
 GB2592|---------------------------------------------------------------------|
 GB2592
 GB2592                          SUPERSEDED SURVEY CONTROL
 GB2592
 GB2592  NAD 83(1995)-  36 17 42.29799(N)    084 39 08.31383(W) AD(       ) 2
 GB2592  NAD 83(1995)-  36 17 42.30263(N)    084 39 08.31916(W) AD(       ) 2
 GB2592  NAD 83(1986)-  36 17 42.30467(N)    084 39 08.31496(W) AD(       ) 2
 GB2592  NAD 27      -  36 17 42.01810(N)    084 39 08.51202(W) AD(       ) 2
 GB2592  NGVD 29 (07/19/86)  467.3    (m)         1533.     (f) VERT ANG       
 GB2592
 GB2592.Superseded values are not recommended for survey control.
 GB2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2592.See file dsdata.txt to determine how the superseded data were derived.
 GB2592
 GB2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1081919236(NAD 83)
 GB2592_MARKER: DD = SURVEY DISK
 GB2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2592
 GB2592  HISTORY     - Date     Condition        Report By
 GB2592  HISTORY     - 1965     MONUMENTED       TNHD
 GB2592
 GB2592                          STATION DESCRIPTION
 GB2592
 GB2592'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2592'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF SUNBRIGHT.
 GB2592'
 GB2592'TO REACH THE STATION FROM THE POST OFFICE IN SUNBRIGHT, GO 4.2 MILES
 GB2592'NORTHERLY ON U.S. HIGHWAY 27 TO THE MARK ON THE RIGHT AS
 GB2592'DESCRIBED.
 GB2592'
 GB2592'THE STATION IS 49 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GB2592'HIGHWAY 27, 33 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2592'DRIVE, 12.9 FEET SOUTHEAST OF A WITNESS POST AND SIGN AND 10 FEET
 GB2592'SOUTHEAST OF A 24-INCH OAK TREE. THE SURFACE AND UNDERGROUND
 GB2592'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2592'ARE STAMPED HAWN 1965. THE UNDERGROUND MARK IS ABOUT 30-INCHES
 GB2592'BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GB2592'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2592'
 GB2592'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2592'OF U.S. HIGHWAY 27 AND 16 FEET NORTHWEST OF AN 18-INCH OAK
 GB2592'TREE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB2592'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2592'DISK IS STAMPED HAWN RM-1 1965.
 GB2592'
 GB2592'REFERENCE MARK NO. 2 IS 26 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2592'OF U.S. HIGHWAY 27, 18 FEET EAST OF A 14-INCH PINE TREE, 16 FEET
 GB2592'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 3 FEET
 GB2592'SOUTHEAST OF A POWER POLE. IT IS A STANDARD TENNESSEE HIGHWAY
 GB2592'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2592'MONUMENT AND THE DISK IS STAMPED HAWN RM-2 1965.
 GB2592'
 GB2592'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2592'WOODEN GATE, 12 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2592'ROAD AND 3 FEET EAST OF A BARBED WIRE FENCE. IT IS A STANDARD
 GB2592'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2592'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HAWN AZI
 GB2592'1965.
 GB2592'
 GB2592'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.25 MILE
 GB2592'NORTHWESTERLY ON U.S. HIGHWAY 27 TO A GRAVELED ROAD ON THE LEFT,
 GB2592'TURN LEFT, NORTH, AND GO 0.15 MILE TO THE MARK ON THE LEFT AS
 GB2592'DESCRIBED.
 GB2592'
 GB2592'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2592'
 GB2592'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1451 ***********************************************************************
 FD1451  DESIGNATION -  HAWTHORNE
 FD1451  PID         -  FD1451
 FD1451  STATE/COUNTY-  TN/BEDFORD
 FD1451  USGS QUAD   -  LYNCHBURG WEST (1982)
 FD1451
 FD1451                         *CURRENT SURVEY CONTROL
 FD1451  ___________________________________________________________________
 FD1451* NAD 83(1995)-  35 21 43.94186(N)    086 29 33.58773(W)     ADJUSTED  
 FD1451* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 FD1451  ___________________________________________________________________
 FD1451  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 FD1451  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FD1451
 FD1451  HORZ ORDER  -  SECOND
 FD1451
 FD1451.The horizontal coordinates were established by classical geodetic methods
 FD1451.and adjusted by the National Geodetic Survey in April 1999..
 FD1451
 FD1451.The orthometric height was scaled from a topographic map.
 FD1451
 FD1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1451
 FD1451.The geoid height was determined by GEOID03.
 FD1451
 FD1451;                    North         East     Units Scale Factor Converg.
 FD1451;SPC TN       -   114,265.961   555,225.745   MT  0.99998209   -0 17 18.3
 FD1451;SPC TN       -   374,887.57  1,821,603.13   sFT  0.99998209   -0 17 18.3
 FD1451;UTM  16      - 3,913,329.643   546,090.589   MT  0.99962618   +0 17 37.0
 FD1451
 FD1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1451!SPC TN       -   0.99994600  x   0.99998209  =   0.99992809
 FD1451!UTM  16      -   0.99994600  x   0.99962618  =   0.99957220
 FD1451
 FD1451|---------------------------------------------------------------------|
 FD1451| PID    Reference Object                     Distance      Geod. Az  |
 FD1451|                                                           dddmmss.s |
 FD1451| CG6009 HAWTHORNE RM 1                       22.787 METERS 12102     |
 FD1451| CG6010 HAWTHORNE RM 2                       28.118 METERS 19826     |
 FD1451| CG6008 HAWTHORNE AZ MK                                    2135748.3 |
 FD1451| FD1454 ADAMS                               APPROX. 8.6 KM 3032055.5 |
 FD1451|---------------------------------------------------------------------|
 FD1451
 FD1451                          SUPERSEDED SURVEY CONTROL
 FD1451
 FD1451  NAD 83(1995)-  35 21 43.94686(N)    086 29 33.58934(W) AD(       ) 2
 FD1451  NAD 83(1995)-  35 21 43.94909(N)    086 29 33.58652(W) AD(       ) 2
 FD1451  NAD 83(1986)-  35 21 43.95344(N)    086 29 33.58607(W) AD(       ) 2
 FD1451  NAD 27      -  35 21 43.67800(N)    086 29 33.60600(W) AD(       ) 2
 FD1451
 FD1451.Superseded values are not recommended for survey control.
 FD1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1451.See file dsdata.txt to determine how the superseded data were derived.
 FD1451
 FD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4609113330(NAD 83)
 FD1451_MARKER: DS = TRIANGULATION STATION DISK
 FD1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1451
 FD1451  HISTORY     - Date     Condition        Report By
 FD1451  HISTORY     - 1934     MONUMENTED       CGS
 FD1451
 FD1451                          STATION DESCRIPTION
 FD1451
 FD1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1451'ABOUT 9 MILES SOUTH BY WEST OF SHELBYVILLE, 4.5 MILES SOUTH-SOUTHEAST
 FD1451'OF PLEASANT GROVE,
 FD1451'0.75 MILE NORTH BY WEST OF MOUNT HERMAN CHURCH, ON
 FD1451'RIGHT-OF-WAY OF ROAD ALONG TOP OF
 FD1451'RIDGE SAID TO DIVIDE BEDFORD AND
 FD1451'LINCOLN COUNTIES, AND ON PROPERTY ADJOINING THAT OF
 FD1451'MR PIERCE.  TO
 FD1451'REACH FROM COURTHOUSE IN SHELBYVILLE, FOLLOW U S ROUTE 241 SOUTH 7.05
 FD1451'MILES (0.8 MILE
 FD1451'BEYOND SMALL RED HOUSE ON LEFT), TURN LEFT ONTO
 FD1451'GRAVEL FORK, GO 1.95 MILES, TURN
 FD1451'SHARPLY TO LEFT, PAST CEDAR GROVE
 FD1451'SETTLEMENT ONTO CROSSROAD ALONG TOP OF RIDGE, GO
 FD1451'0.3 MILE TO SHARP
 FD1451'LEFT TURN WITH SMALL LOG CABIN ON RIGHT, AND CONTINUE 0.1 MILE TO
 FD1451'RIGHT TURN AND
 FD1451'STATION SITE 26.8 FEET NORTH-NORTHWEST OF MOUNT HERMAN
 FD1451'ROAD, 3.7 FEET EAST-SOUTHEAST OF
 FD1451'LARGE CORNER FENCE POST, AND 1.5
 FD1451'FEET SOUTH OF WIRE FENCE.  SURFACE AND UNDERGROUND
 FD1451'MARKS ARE STANDARD
 FD1451'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 FD1451'MARKS ARE STANDARD
 FD1451'REFERENCE DISKS IN CONCRETE.  NO.  1 IS
 FD1451'ON EDGE OF FIELD, 21 FEET SOUTH OF
 FD1451'CENTER LINE OF ROAD, AND 74.76
 FD1451'FEET FROM STATION S 58 DEG 58 MIN E.  NO.  2
 FD1451'IS ON EDGE OF
 FD1451'FIELD, 18 FEET EAST OF CENTER LINE OF ROAD, 3 FEET EAST OF FENCE
 FD1451'LINE, AND 92.25
 FD1451'FEET FROM STATION S 18 DEG 26 MIN W.  AZIMUTH
 FD1451'MARK IS NEAR WALTER MURRAYS LOG
 FD1451'CABIN, 9 YARDS SOUTH OF CENTER LINE
 FD1451'OF ROAD, ABOUT 5 YARDS NORTHWEST OF 15-INCH
 FD1451'LOCUST, AND 0.1 MILE FROM
 FD1451'STATION S 33 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2438 ***********************************************************************
 GB2438  DESIGNATION -  HAYDEN
 GB2438  PID         -  GB2438
 GB2438  STATE/COUNTY-  TN/JACKSON
 GB2438  USGS QUAD   -  WILLETTE (1968)
 GB2438
 GB2438                         *CURRENT SURVEY CONTROL
 GB2438  ___________________________________________________________________
 GB2438* NAD 83(1995)-  36 25 15.90540(N)    085 45 16.29623(W)     ADJUSTED  
 GB2438* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2438  ___________________________________________________________________
 GB2438  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 GB2438  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2438
 GB2438  HORZ ORDER  -  SECOND
 GB2438
 GB2438.The horizontal coordinates were established by classical geodetic methods
 GB2438.and adjusted by the National Geodetic Survey in April 1999..
 GB2438
 GB2438.The orthometric height was scaled from a topographic map.
 GB2438
 GB2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2438
 GB2438.The geoid height was determined by GEOID03.
 GB2438
 GB2438;                    North         East     Units Scale Factor Converg.
 GB2438;SPC TN       -   231,666.551   622,014.510   MT  1.00000079   +0 08 37.4
 GB2438;SPC TN       -   760,059.34  2,040,725.94   sFT  1.00000079   +0 08 37.4
 GB2438;UTM  16      - 4,031,375.130   611,654.384   MT  0.99975360   +0 44 22.3
 GB2438
 GB2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2438!SPC TN       -   0.99995546  x   1.00000079  =   0.99995625
 GB2438!UTM  16      -   0.99995546  x   0.99975360  =   0.99970907
 GB2438
 GB2438|---------------------------------------------------------------------|
 GB2438| PID    Reference Object                     Distance      Geod. Az  |
 GB2438|                                                           dddmmss.s |
 GB2438| CG6014 HAYDEN RM 3                           6.746 METERS 17548     |
 GB2438| CG6012 HAYDEN RM 1                          29.550 METERS 18543     |
 GB2438| CG6011 HAYDEN AZ MK                                       2025120.7 |
 GB2438| CG6013 HAYDEN RM 2                          30.809 METERS 24020     |
 GB2438| CG6015 HAYDEN RM 4                          30.410 METERS 31236     |
 GB2438|---------------------------------------------------------------------|
 GB2438
 GB2438                          SUPERSEDED SURVEY CONTROL
 GB2438
 GB2438  NAD 83(1995)-  36 25 15.90702(N)    085 45 16.29767(W) AD(       ) 2
 GB2438  NAD 83(1995)-  36 25 15.91239(N)    085 45 16.30056(W) AD(       ) 2
 GB2438  NAD 83(1986)-  36 25 15.91575(N)    085 45 16.29930(W) AD(       ) 2
 GB2438  NAD 27      -  36 25 15.70500(N)    085 45 16.37100(W) AD(       ) 2
 GB2438
 GB2438.Superseded values are not recommended for survey control.
 GB2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2438.See file dsdata.txt to determine how the superseded data were derived.
 GB2438
 GB2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1165431375(NAD 83)
 GB2438_MARKER: DS = TRIANGULATION STATION DISK
 GB2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2438
 GB2438  HISTORY     - Date     Condition        Report By
 GB2438  HISTORY     - 1950     MONUMENTED       CGS
 GB2438  HISTORY     - 1977     GOOD             NGS
 GB2438
 GB2438                          STATION DESCRIPTION
 GB2438
 GB2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2438'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF GAINESBORO AND 4 MILES
 GB2438'SOUTH OF NORTH SPRINGS. IT IS 20 FEET NORTH OF THE CENTER OF THE
 GB2438'ROAD, 26 FEET WEST OF THE SOUTH WEST CORNER OF THE BARN AND 8 FEET
 GB2438'NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND
 GB2438'AND THE DISK IS STAMPED HAYDEN 1950.
 GB2438'
 GB2438'REFERENCE MARK NO. 1 IS 63 FEET SOUTH OF THE CENTER OF THE ROAD, 33
 GB2438'FEET WEST OF A FENCE AND 7 FEET EAST OF THE CENTER OF A LANE. THE
 GB2438'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HAYDEN NO. 1
 GB2438'1950.
 GB2438'
 GB2438'REFERENCE MARK NO. 2 IS 10 FEET NORTH OF THE CENTER OF THE ROAD. THE
 GB2438'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HAYDEN
 GB2438'NO. 2 1950.
 GB2438'
 GB2438'AZIMUTH MARK IS 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GREEN
 GB2438'SHINGLE HOUSE AND 4 FEET EAST OF A WHITE WITNESS POST IN A
 GB2438'FENCELINE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2438'HAYDEN 1950.
 GB2438'
 GB2438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 AND A
 GB2438'COUNTY ROAD AND THE NORTH SPRINGS SCHOOL IN THE NORTHEAST
 GB2438'ANGLE, GO SOUTH ON GRAVEL ROAD, CROSSING A LARGE STEEL BRIDGE, FOR
 GB2438'0.1 MILE TO A T-ROAD INTERSECTION, TURN RIGHT AND GO UP SKAGGS
 GB2438'CREEK FOR 3.8 MILES TO A T-ROAD AT THE TOP OF THE RIDGE, TURN LEFT
 GB2438'AND GO 0.4 MILE TO A FORK, KEEP LEFT FORK AND GO 0.1 MILE TO A
 GB2438'LANE RIGHT AND A BARN ON THE LEFT AND STATION AS DESCRIBED. TURN
 GB2438'RIGHT AND FOLLOW LANE 0.3 MILE TO A GREEN SHINGLE HOUSE AND THE
 GB2438'AZIMUTH MARK AS DESCRIBED.
 GB2438'
 GB2438'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2438
 GB2438                          STATION RECOVERY (1977)
 GB2438
 GB2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GB2438'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 GB2438'BOTH REFERENCE MARKS WERE FOUND UPROOTED AND THE DISK WERE SALVAGED.
 GB2438'THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND AND COULD
 GB2438'POSSIBLY BE DESTROYED.  REFERENCE MARKS 3 AND 4 ALONG WITH A NEW
 GB2438'AZIMUTH MARK WERE SET AND A POLARIS OBSERVATION TAKEN ON THE
 GB2438'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 GB2438'
 GB2438'THE STATION MARK IS ON THE PROPERTY OF MR. ELDON WITCHER, QUALLS
 GB2438'AVE., GAINESBORO TENN., 17 FEET NORTH OF THE CENTERLINE OF PAVED
 GB2438'ROAD, 24 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 59 FEET EAST
 GB2438'OF THE EXTENDED CENTERLINE OF A LANE AND 120 FEET NORTHEAST OF A
 GB2438'POWER POLE.  THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS
 GB2438'STAMPED HAYDEN 1950.
 GB2438'
 GB2438'TO REACH THE STATION FROM THE NORTH SPRINGS SCHOOL AT NORTH SPRINGS,
 GB2438'GO SOUTH ON GRAVEL ROAD FOR 0.1 MILE, CROSSING A STEEL BRIDGE TO A
 GB2438'GRAVELED T-ROAD.  TURN RIGHT ON THE GRAVELED ROAD FOLLOWING SKAGGS
 GB2438'CREEK FOR 3.8 MILES TO A PAVED T-ROAD AT THE TOP OF A RIDGE.  TURN
 GB2438'LEFT AND GO EASTERLY ON THE PAVED ROAD FOR 0.5 MILE TO THE
 GB2438'STATION ON THE LEFT.  CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.3
 GB2438'MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2438'
 GB2438'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2438'MAGNETS, STAMPED HAYDEN 1950 NO 3 1977, PROJECTING 3 INCHES, 2 FEET
 GB2438'WEST OF THE SOUTHWEST CORNER OF THE BARN AND 14 FEET NORTH OF THE
 GB2438'CENTERLINE OF THE ROAD.
 GB2438'
 GB2438'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2438'MAGNETS, STAMPED HAYDEN 1950 NO 4 1977, 6 INCHES WEST OF POWER POLE
 GB2438'GUY WIRE, 13 FEET WEST OF THE CENTERLINE OF FARM LANE, 53 FEET
 GB2438'SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 22 FEET NORTHEAST
 GB2438'OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES.
 GB2438'
 GB2438'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM REFERENCE MARK
 GB2438'MONUMENT AND DISK REINFORCED WITH CONCRETE, STAMPED HAYDEN 1950 AZ
 GB2438'NO 2 1977, 17 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH
 GB2438'OF A METAL WITNESS POST, 2 FEET WEST OF A GUYED TELEPHONE POLE AND
 GB2438'2 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES.
 GB2438'
 GB2438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 GB2438'OF NORTH SPRINGS.
 GB2438'
 GB2438'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2073 ***********************************************************************
 GC2073  DESIGNATION -  HAYESVILLE
 GC2073  PID         -  GC2073
 GC2073  STATE/COUNTY-  TN/MACON
 GC2073  USGS QUAD   -  HOLLAND (1965)
 GC2073
 GC2073                         *CURRENT SURVEY CONTROL
 GC2073  ___________________________________________________________________
 GC2073* NAD 83(1995)-  36 38 01.97436(N)    086 05 40.15029(W)     ADJUSTED  
 GC2073* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 GC2073  ___________________________________________________________________
 GC2073  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GC2073  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GC2073
 GC2073  HORZ ORDER  -  THIRD
 GC2073
 GC2073.The horizontal coordinates were established by classical geodetic methods
 GC2073.and adjusted by the National Geodetic Survey in April 1999..
 GC2073
 GC2073.The orthometric height was scaled from a topographic map.
 GC2073
 GC2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2073
 GC2073.The geoid height was determined by GEOID03.
 GC2073
 GC2073;                    North         East     Units Scale Factor Converg.
 GC2073;SPC TN       -   255,257.366   591,549.089   MT  1.00004574   -0 03 19.1
 GC2073;SPC TN       -   837,456.87  1,940,773.97   sFT  1.00004574   -0 03 19.1
 GC2073;SPC KY1Z     - 1,033,414.749 1,469,186.143   MT  1.00013782   -0 12 41.4
 GC2073;SPC KY1Z     - 3,390,461.56  4,820,154.87   sFT  1.00013782   -0 12 41.4
 GC2073;SPC KY S     -   533,409.290   469,189.786   MT  1.00001954   -0 12 32.1
 GC2073;SPC KY S     - 1,750,026.98  1,539,333.49   sFT  1.00001954   -0 12 32.1
 GC2073;UTM  16      - 4,054,640.673   580,954.679   MT  0.99968074   +0 32 25.3
 GC2073
 GC2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2073!SPC TN       -   0.99996232  x   1.00004574  =   1.00000806
 GC2073!SPC KY1Z     -   0.99996232  x   1.00013782  =   1.00010014
 GC2073!SPC KY S     -   0.99996232  x   1.00001954  =   0.99998186
 GC2073!UTM  16      -   0.99996232  x   0.99968074  =   0.99964307
 GC2073
 GC2073:                Primary Azimuth Mark                     Grid Az
 GC2073:SPC TN       -  HAYESVILLE AZ MK                         035 15 28.8
 GC2073:SPC KY1Z     -  HAYESVILLE AZ MK                         035 24 51.1
 GC2073:SPC KY S     -  HAYESVILLE AZ MK                         035 24 41.8
 GC2073:UTM  16      -  HAYESVILLE AZ MK                         034 39 44.4
 GC2073
 GC2073|---------------------------------------------------------------------|
 GC2073| PID    Reference Object                     Distance      Geod. Az  |
 GC2073|                                                           dddmmss.s |
 GC2073| CG6016 HAYESVILLE AZ MK                                   0351209.7 |
 GC2073| CG6017 HAYESVILLE RM 1                      26.975 METERS 19451     |
 GC2073| CG6019 HAYESVILLE RM 3                      26.975 METERS 19501     |
 GC2073| GC2080 CLIFTY                              APPROX.11.8 KM 2030930.1 |
 GC2073| CG6018 HAYESVILLE RM 2                      15.240 METERS 25507     |
 GC2073|---------------------------------------------------------------------|
 GC2073
 GC2073                          SUPERSEDED SURVEY CONTROL
 GC2073
 GC2073  NAD 83(1995)-  36 38 01.97466(N)    086 05 40.15074(W) AD(       ) 3
 GC2073  NAD 83(1995)-  36 38 01.98438(N)    086 05 40.15439(W) AD(       ) 3
 GC2073  NAD 83(1986)-  36 38 01.98427(N)    086 05 40.15437(W) AD(       ) 3
 GC2073  NAD 27      -  36 38 01.80400(N)    086 05 40.21400(W) AD(       ) 3
 GC2073
 GC2073.Superseded values are not recommended for survey control.
 GC2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2073.See file dsdata.txt to determine how the superseded data were derived.
 GC2073
 GC2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8095554641(NAD 83)
 GC2073_MARKER: DS = TRIANGULATION STATION DISK
 GC2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2073
 GC2073  HISTORY     - Date     Condition        Report By
 GC2073  HISTORY     - 1950     MONUMENTED       CGS
 GC2073  HISTORY     - 1978     GOOD             NGS
 GC2073
 GC2073                          STATION DESCRIPTION
 GC2073
 GC2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2073'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WESTMORELAND AND 9
 GC2073'MILES NORTHWEST OF LAFAYETTE AT A Y ROAD INTERSECTION, JUST SOUTH OF
 GC2073'THE TENNESSEE-KENTUCKY STATE LINE. IT IS 272 FEET SOUTH OF A GRAVEL T
 GC2073'ROAD INTERSECTION (TENNESSEE- KENTUCKY STATE LINE), 37 FEET
 GC2073'WEST OF CENTER OF STATE HIGHWAY 10, 29 FEET EAST OF CENTER OF A DIRT
 GC2073'ROAD AND 9 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GC2073'ABOUT 4 INCHES AND THE DISK IS STAMPED HAYESVILLE 1950.
 GC2073'
 GC2073'REFERENCE MARK NO.1 IS 20 FEET EAST OF CENTER OF DIRT ROAD. THE MARK
 GC2073'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAYESVILLE NO 1
 GC2073'1950.
 GC2073'
 GC2073'REFERENCE MARK NO.2 IS 15 FEET WEST OF CENTER OF DIRT ROAD AND 2 FEET
 GC2073'SOUTH OF A POWER POLE. THE MARK IS FLUSH WITH THE GROUND AND THE
 GC2073'DISK IS STAMPED HAYESVILLE NO 2 1950.
 GC2073'
 GC2073'AZIMUTH MARK IS 30 FEET EAST OF CENTER OF KENTUCKY STATE HIGHWAY 99,
 GC2073'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 GC2073'LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2073'HAYESVILLE 1950.
 GC2073'
 GC2073'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 10 IN
 GC2073'LAFAYETTE, GO NORTH FOR 0.05 MILE, TURN LEFT AND GO NORTH AND WEST
 GC2073'ON HIGHWAY 10 FOR 9.2 MILES TO A Y ROAD INTERSECTION AND STATION ON
 GC2073'LEFT AS DECRIBED.
 GC2073'
 GC2073'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 10 FOR 0.05
 GC2073'MILE TO THE TENNESSEE-KENTUCKY STATE LINE, CONTINUE NORTH ON
 GC2073'KENTUCKY STATE HIGHWAY 99 FOR 0.45 MILE TO THE AZIMUTH MARK ON RIGHT
 GC2073'AS DESCRIBED.
 GC2073'
 GC2073'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2073
 GC2073                          STATION RECOVERY (1978)
 GC2073
 GC2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GC2073'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 GC2073'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK GONE AND A
 GC2073'NEW DISK FOR REFERENCE MARK 3 WAS SET IN THE MONUMENT.  THE LINE OF
 GC2073'SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE DISTANCE TO
 GC2073'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GC2073'
 GC2073'THE STATION IS LOCATED JUST SOUTH OF THE TENNESSEE-KENTUCKY STATE
 GC2073'LINE IN A Y INTERSECTION FORMED BY ROADS AND ON THE PROPERTY OF THE
 GC2073'STATE.  IT IS 28 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 GC2073'37 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 10, 1 FOOT
 GC2073'NORTH OF A METAL WITNESS POST AND 51 FEET NORTHEAST OF A POWER
 GC2073'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GC2073'HAYESVILLE 1950.
 GC2073'
 GC2073'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 52 IN
 GC2073'LAFAYETTE, GO NORTH FOR 0.05 MILE THEN TURN LEFT AND GO NORTH AND
 GC2073'WEST ON STATE HIGHWAY 10 FOR 9.2 MILES TO THE STATION.  TO REACH THE
 GC2073'AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 10 FOR 0.05
 GC2073'MILE TO THE KENTUCKY STATE LINE.  CONTINUE NORTH ON STATE HIGHWAY 99
 GC2073'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2073'
 GC2073'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GC2073'2 FEET SOUTH OF A POWER POLE AND 17 FEET EAST OF A 10 INCH MAPLE
 GC2073'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HAYESVILLE NO
 GC2073'2 1950.
 GC2073'
 GC2073'REFERENCE MARK 3 IS 23 FEET EAST OF THE CENTERLINE OF THE PAVED
 GC2073'ROAD, 12 FEET NORTHWEST OF A 10 INCH PEAR TREE AND 1 FOOT NORTH OF A
 GC2073'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GC2073'HAYESVILLE 1950 NO 3 1978.
 GC2073'
 GC2073'THE AZIMUTH MARK IS 13 FEET SOUTHWEST OF A 10 INCH CEDAR TREE, 16
 GC2073'FEET NORTH OF A 12 INCH LOCUST TREE AND 30 FEET EAST OF THE
 GC2073'CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GC2073'DISK IS STAMPED HAYESVILLE 1950.
 GC2073'
 GC2073'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2073'
 GC2073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 GC2073'NORTHWEST OF LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1144 ***********************************************************************
 GD1144  DESIGNATION -  HAYNES
 GD1144  PID         -  GD1144
 GD1144  STATE/COUNTY-  TN/LAKE
 GD1144  USGS QUAD   -  RIDGELY (1981)
 GD1144
 GD1144                         *CURRENT SURVEY CONTROL
 GD1144  ___________________________________________________________________
 GD1144* NAD 83(1995)-  36 18 24.92699(N)    089 27 47.43754(W)     ADJUSTED  
 GD1144* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 GD1144  ___________________________________________________________________
 GD1144  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GD1144  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1144
 GD1144  HORZ ORDER  -  THIRD
 GD1144
 GD1144.The horizontal coordinates were established by classical geodetic methods
 GD1144.and adjusted by the National Geodetic Survey in April 1999..
 GD1144
 GD1144.The orthometric height was scaled from a topographic map.
 GD1144
 GD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1144
 GD1144.The geoid height was determined by GEOID03.
 GD1144
 GD1144;                    North         East     Units Scale Factor Converg.
 GD1144;SPC TN       -   224,473.693   289,031.999   MT  0.99998238   -2 01 38.9
 GD1144;SPC TN       -   736,460.77    948,265.82   sFT  0.99998238   -2 01 38.9
 GD1144;UTM  16      - 4,020,807.507   278,842.583   MT  1.00020267   -1 27 32.6
 GD1144
 GD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1144!SPC TN       -   0.99999063  x   0.99998238  =   0.99997301
 GD1144!UTM  16      -   0.99999063  x   1.00020267  =   1.00019330
 GD1144
 GD1144|---------------------------------------------------------------------|
 GD1144| PID    Reference Object                     Distance      Geod. Az  |
 GD1144|                                                           dddmmss.s |
 GD1144| GD1142 HAYNES RM 1                           8.117 METERS 09234     |
 GD1144| GD1143 HAYNES RM 2                           7.222 METERS 28116     |
 GD1144| GD1141 HAYNES AZ MK                                       2975613.5 |
 GD1144|---------------------------------------------------------------------|
 GD1144
 GD1144                          SUPERSEDED SURVEY CONTROL
 GD1144
 GD1144  NAD 83(1995)-  36 18 24.93195(N)    089 27 47.43745(W) AD(       ) 3
 GD1144  NAD 83(1995)-  36 18 24.93387(N)    089 27 47.43901(W) AD(       ) 3
 GD1144  NAD 83(1986)-  36 18 24.93827(N)    089 27 47.43715(W) AD(       ) 3
 GD1144  NAD 27      -  36 18 24.69760(N)    089 27 47.17050(W) AD(       ) 3
 GD1144
 GD1144.Superseded values are not recommended for survey control.
 GD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1144.See file dsdata.txt to determine how the superseded data were derived.
 GD1144
 GD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7884320808(NAD 83)
 GD1144_MARKER: DS = TRIANGULATION STATION DISK
 GD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1144+STABILITY: SURFACE MOTION
 GD1144
 GD1144  HISTORY     - Date     Condition        Report By
 GD1144  HISTORY     - 1959     MONUMENTED       CGS
 GD1144  HISTORY     - 1967     GOOD             CGS
 GD1144  HISTORY     - 1974     GOOD             NGS
 GD1144
 GD1144                          STATION DESCRIPTION
 GD1144
 GD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1144'THE STATION IS ABOUT 4 MILES NORTH OF RIDGELY, ABOUT 7 MILES SOUTH OF
 GD1144'TIPTONVILLE AND IS ON THE ROAD RIGHT-OF-WAY.  IT IS 25 FEET SOUTH OF
 GD1144'THE CENTERLINE OF A BLACKTOP ROAD, 106 FEET SOUTHEAST OF A POWER
 GD1144'POLE, 16 FEET SOUTHWEST OF A 12 INCH ELM TREE, 3 FEET SOUTHWEST OF A
 GD1144'WHITE WITNESS POST AND 302 FEET SOUTHEAST OF THE INTERSECTION OF A
 GD1144'BLACKTOP ROAD AND A DIRT ROAD.  THE MONUMENT IS 12 INCHES BELOW THE
 GD1144'SURFACE OF THE GROUND AND IS STAMPED HAYNES 1959.
 GD1144'
 GD1144'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1144'STATE HIGHWAY 78 AND EAST POPLAR STREET IN RIDGELY, GO NORTH ON
 GD1144'STATE HIGHWAY 78 FOR 3.0 MILES TO A BLACKTOP ROAD RIGHT.  TURN
 GD1144'RIGHT, GO EAST ON THE BLACKTOP ROAD FOR 0.7 MILE TO THE STATION
 GD1144'ON THE RIGHT AS DESCRIBED.
 GD1144'
 GD1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACKTOP
 GD1144'ROAD FOR 0.7 MILE TO STATE HIGHWAY 78.  TURN RIGHT, GO NORTH ON
 GD1144'STATE HIGHWAY 78 FOR 0.3 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GD1144'
 GD1144'REFERENCE MARK 1 IS 22 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1144'ROAD, 24 FEET EAST OF A WHITE WITNESS POST AND 10 FEET EAST OF A 12
 GD1144'INCH ELM TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1144'HAYNES NO 1 1959.
 GD1144'
 GD1144'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1144'ROAD AND 26 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 GD1144'AND THE DISK IS STAMPED HAYNES NO 2 1959.
 GD1144'
 GD1144'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GD1144'78, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWER
 GD1144'POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1144'HAYNES 1959.
 GD1144'
 GD1144'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1144
 GD1144                          STATION RECOVERY (1967)
 GD1144
 GD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1144'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1144'DUE TO THE LOCATION OF THE STATION AND ALL MARKS AT THE VERY EDGE OF
 GD1144'A CULTIVATED FIELD, METAL WITNESS POST AND SIGNS WERE SET AT ALL
 GD1144'MARKS.
 GD1144'
 GD1144'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1144'
 GD1144'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF A BLACKTOP ROAD
 GD1144'ABOUT 7 MILES SOUTH OF TIPTONVILLE AND ABOUT 4 MILES NORTH OF
 GD1144'RIDGELY.
 GD1144'
 GD1144'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1144'STATE ROUTE 78 AND EAST POPLAR STREET IN RIDGELY, GO NORTH ON STATE
 GD1144'ROUTE 78 FOR 3.0 MILES TO A BLACKTOP ROAD ON THE RIGHT, HERE TURN
 GD1144'RIGHT AND GO EAST ON THE BLACKTOP ROAD FOR 0.7 MILE TO THE STATION
 GD1144'ON THE RIGHT AS DESCRIBED.
 GD1144'
 GD1144'THE STATION IS ABOUT 302 FEET SOUTHEAST OF THE INTERSECTION OF THE
 GD1144'BLACKTOP ROAD AND A DIRT FIELD ROAD, 106 FEET SOUTHEAST OF POWERLINE
 GD1144'POLE NO. 532, 25 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD1144'BLACKTOP ROAD, 16 FEET SOUTHWEST OF A 12-INCH ELM TREE, AND 0.7 OF A
 GD1144'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1144'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 12
 GD1144'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD1144'HAYNES 1959.
 GD1144'
 GD1144'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1144'THE BLACKTOP ROAD, 10 FEET EAST OF A 12-INCH ELM TREE AND 0.7 OF A
 GD1144'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1144'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2
 GD1144'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD1144'HAYNES NO 1 1959.
 GD1144'
 GD1144'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1144'THE BLACKTOP ROAD AND 0.7 OF A FOOT NORTH OF A METAL WITNESS POST
 GD1144'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1144'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF
 GD1144'THE GROUND AND THE DISK IS STAMPED HAYNES NO 2 1959.
 GD1144'
 GD1144'DUE TO NUMEROUS TREES ON LINE THE HORIZONTAL DISTANCE BETWEEN
 GD1144'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 COULD NOT BE MEASURED.
 GD1144'1959 MEASUREMENTS BETWEEN THE REFERENCE MARKS WAS 50.13 FEET
 GD1144'-15.280 METERS.
 GD1144'
 GD1144'THE AZIMUTH MARK IS 44 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GD1144'ROUTE 78, 1 FOOT SOUTH OF A POWERLINE POLE AND 0.7 OF A FOOT EAST
 GD1144'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1144'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 GD1144'INCHES AND THE DISK IS STAMPED HAYNES 1959.
 GD1144'
 GD1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACKTOP
 GD1144'ROAD FOR 0.7 MILE TO STATE ROUTE 78.  HERE TURN RIGHT ON STATE ROUTE
 GD1144'78 AND GO NORTH FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1144'
 GD1144'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1144
 GD1144                          STATION RECOVERY (1974)
 GD1144
 GD1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1144'THE STATION, R. M. 1, R. M. 2 AND THE AZIMUTH MARK WERE RECOVERED.
 GD1144'R. M. 2 WAS FOUND IN POOR CONDITION, THE STATION, R. M. 1 AND THE
 GD1144'AZIMUTH WAS IN GOOD CONDITION, BUT ONLY THE AZIMUTH WAS LEVELED
 GD1144'OVER DURING THE 1974 RELEVELING.
 GD1144'
 GD1144'TO REACH GO 3.7 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE
 GD1144'COUNTY COMMISSION OFFICE BUILDING, THENCE 0.7 MILE EAST ALONG A
 GD1144'BLACK TOP ROAD.
 GD1144'
 GD1144'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1144'HAYNES 1959.  25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16.2
 GD1144'FEET SOUTHWEST OF AN 18-INCH ELM TREE, 1 FOOT NORTH OF A WITNESS
 GD1144'POST, IN A CONCRETE POST.  R. M. 1 IS A C AND GS REFERENCE MARK
 GD1144'DISK, STAMPED HAYNES NO 1 1959.  26.63 FEET EAST OF THE STATION,
 GD1144'IN A CONCRETE POST.
 GD1144'
 GD1144'R. M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED HAYNES NO 2 1959.
 GD1144'23.70 FEET WEST OF THE STATION, IN A CONCRETE POST.  THE CONCRETE
 GD1144'POST IS ON THE EDGE OF A DITCH WITH ABOUT 2-1/2 FEET OF THE POST
 GD1144'EXPOSED.
 GD1144'
 GD1144'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED HAYNES 1959.
 GD1144'ABOUT 0.7 MILE SOUTH OF THE STATION, 44.7 FEET EAST OF THE CENTER
 GD1144'LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A POWER POLE, IN A CONCRETE
 GD1144'POST.
 GD1144'
 GD1144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 GD1144'NORTH OF RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1141 ***********************************************************************
 GD1141  DESIGNATION -  HAYNES AZ MK
 GD1141  PID         -  GD1141
 GD1141  STATE/COUNTY-  TN/LAKE
 GD1141  USGS QUAD   -  RIDGELY (1981)
 GD1141
 GD1141                         *CURRENT SURVEY CONTROL
 GD1141  ___________________________________________________________________
 GD1141* NAD 83(1986)-  36 18 43.     (N)    089 28 32.     (W)     SCALED    
 GD1141* NAVD 88     -        86.290  (meters)     283.10   (feet)  ADJUSTED  
 GD1141  ___________________________________________________________________
 GD1141  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1141  DYNAMIC HT  -          86.220 (meters)     282.87  (feet)  COMP
 GD1141  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD1141
 GD1141  VERT ORDER  -  FIRST     CLASS I
 GD1141
 GD1141.The horizontal coordinates were scaled from a topographic map and have
 GD1141.an estimated accuracy of +/- 6 seconds.
 GD1141
 GD1141.The orthometric height was determined by differential leveling
 GD1141.and adjusted by the National Geodetic Survey in June 1991..
 GD1141
 GD1141.The geoid height was determined by GEOID03.
 GD1141
 GD1141.The dynamic height is computed by dividing the NAVD 88
 GD1141.geopotential number by the normal gravity value computed on the
 GD1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1141.degrees latitude (g = 980.6199 gals.).
 GD1141
 GD1141.The modeled gravity was interpolated from observed gravity values.
 GD1141
 GD1141;                    North         East    Units  Estimated Accuracy
 GD1141;SPC TN       -   225,070.      287,940.      MT  (+/- 180 meters Scaled)
 GD1141
 GD1141                          SUPERSEDED SURVEY CONTROL
 GD1141
 GD1141  NGVD 29 (??/??/??)   86.216  (m)          282.86   (f) ADJUSTED    1 1
 GD1141
 GD1141.Superseded values are not recommended for survey control.
 GD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1141.See file dsdata.txt to determine how the superseded data were derived.
 GD1141
 GD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777213(NAD 83)
 GD1141_MARKER: DZ = AZIMUTH MARK DISK
 GD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1141_STAMPING: HAYNES 1959
 GD1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1141+STABILITY: SURFACE MOTION
 GD1141
 GD1141  HISTORY     - Date     Condition        Report By
 GD1141  HISTORY     - 1959     MONUMENTED       CGS
 GD1141  HISTORY     - 1974     GOOD             NGS
 GD1141  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1141
 GD1141                          STATION DESCRIPTION
 GD1141
 GD1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1141'3.30 MI N FROM RIDGELY.
 GD1141'ABOUT 3.30 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1141'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, 44.7 FEET EAST OF THE
 GD1141'CENTER LINE OF THE HIGHWAY, 1.1 FEET SOUTH OF A POWER POLE, 0.8 FOOT
 GD1141'EAST OF A METAL WITNESS POST, 1.5 FOOT BELOW LEVEL OF THE HIGHWAY AND
 GD1141'IN THE TOP OF A CONCRETE POST 0.6 FOOT BELOW GROUND.
 GD1141
 GD1141                          STATION RECOVERY (2002)
 GD1141
 GD1141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1141'SUSPECTED DESTROYED DUE TO DITCH WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0967 ***********************************************************************
 FE0967  DESIGNATION -  HAYS
 FE0967  PID         -  FE0967
 FE0967  STATE/COUNTY-  TN/FAYETTE
 FE0967  USGS QUAD   -  MOSCOW (1965)
 FE0967
 FE0967                         *CURRENT SURVEY CONTROL
 FE0967  ___________________________________________________________________
 FE0967* NAD 83(1986)-  35 03 39.     (N)    089 28 00.     (W)     SCALED    
 FE0967* NAVD 88     -       103.552  (meters)     339.74   (feet)  ADJUSTED  
 FE0967  ___________________________________________________________________
 FE0967  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0967  DYNAMIC HT  -         103.455 (meters)     339.42  (feet)  COMP
 FE0967  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FE0967
 FE0967  VERT ORDER  -  FIRST     CLASS II
 FE0967
 FE0967.The horizontal coordinates were scaled from a topographic map and have
 FE0967.an estimated accuracy of +/- 6 seconds.
 FE0967
 FE0967.The orthometric height was determined by differential leveling
 FE0967.and adjusted by the National Geodetic Survey in June 1991..
 FE0967
 FE0967.The geoid height was determined by GEOID03.
 FE0967
 FE0967.The dynamic height is computed by dividing the NAVD 88
 FE0967.geopotential number by the normal gravity value computed on the
 FE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0967.degrees latitude (g = 980.6199 gals.).
 FE0967
 FE0967.The modeled gravity was interpolated from observed gravity values.
 FE0967
 FE0967;                    North         East    Units  Estimated Accuracy
 FE0967;SPC TN       -    86,320.      283,820.      MT  (+/- 180 meters Scaled)
 FE0967
 FE0967                          SUPERSEDED SURVEY CONTROL
 FE0967
 FE0967  NGVD 29 (??/??/??)  103.497  (m)          339.56   (f) ADJUSTED    1 2
 FE0967
 FE0967.Superseded values are not recommended for survey control.
 FE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0967.See file dsdata.txt to determine how the superseded data were derived.
 FE0967
 FE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD750825(NAD 83)
 FE0967_MARKER: P = PIPE CAP
 FE0967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0967_STAMPING: B M HAYS
 FE0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0967
 FE0967  HISTORY     - Date     Condition        Report By
 FE0967  HISTORY     - UNK      MONUMENTED       DOD
 FE0967  HISTORY     - 1944     GOOD             CGS
 FE0967  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0967
 FE0967                          STATION DESCRIPTION
 FE0967
 FE0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0967'3.6 MI W FROM MOSCOW.
 FE0967'3.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0967'MOSCOW, FAYETTE COUNTY, AT HAYS CROSSING, 15 FEET WEST OF THE
 FE0967'CENTERLINE OF THE ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE
 FE0967'TRACK, AND LEVEL WITH THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 FE0967'STANDARD CAP, STAMPED B M HAYS AND RIVETED ON THE TOP OF A 4-INCH
 FE0967'IRON PIPE PROJECTING ABOUT 1.5 FEET ABOVE GROUND.
 FE0967
 FE0967                          STATION RECOVERY (1983)
 FE0967
 FE0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0967'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2433 ***********************************************************************
 GB2433  DESIGNATION -  HAYS
 GB2433  PID         -  GB2433
 GB2433  STATE/COUNTY-  TN/PUTNAM
 GB2433  USGS QUAD   -  CENTER HILL DAM (1986)
 GB2433
 GB2433                         *CURRENT SURVEY CONTROL
 GB2433  ___________________________________________________________________
 GB2433* NAD 83(1995)-  36 06 38.74889(N)    085 46 34.38486(W)     ADJUSTED  
 GB2433* NAVD 88     -       278.6    (meters)     914.     (feet)  VERTCON   
 GB2433  ___________________________________________________________________
 GB2433  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GB2433  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB2433
 GB2433  HORZ ORDER  -  SECOND
 GB2433
 GB2433.The horizontal coordinates were established by classical geodetic methods
 GB2433.and adjusted by the National Geodetic Survey in April 1999..
 GB2433
 GB2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2433
 GB2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2433
 GB2433.The geoid height was determined by GEOID03.
 GB2433
 GB2433;                    North         East     Units Scale Factor Converg.
 GB2433;SPC TN       -   197,228.267   620,147.933   MT  0.99996002   +0 07 51.6
 GB2433;SPC TN       -   647,073.07  2,034,602.01   sFT  0.99996002   +0 07 51.6
 GB2433;UTM  16      - 3,996,927.174   610,144.699   MT  0.99974948   +0 43 16.7
 GB2433
 GB2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2433!SPC TN       -   0.99996090  x   0.99996002  =   0.99992093
 GB2433!UTM  16      -   0.99996090  x   0.99974948  =   0.99971039
 GB2433
 GB2433|---------------------------------------------------------------------|
 GB2433| PID    Reference Object                     Distance      Geod. Az  |
 GB2433|                                                           dddmmss.s |
 GB2433| CG6020 HAYS RM 1                             8.504 METERS 02827     |
 GB2433| CG6021 HAYS RM 2                             6.215 METERS 22347     |
 GB2433| GB1761 BUFFALO VALLEY                      APPROX. 3.0 KM 3442818.4 |
 GB2433|---------------------------------------------------------------------|
 GB2433
 GB2433                          SUPERSEDED SURVEY CONTROL
 GB2433
 GB2433  NAD 83(1995)-  36 06 38.75087(N)    085 46 34.38908(W) AD(       ) 2
 GB2433  NAD 83(1995)-  36 06 38.75074(N)    085 46 34.38862(W) AD(       ) 2
 GB2433  NAD 83(1986)-  36 06 38.76113(N)    085 46 34.38455(W) AD(       ) 2
 GB2433  NAD 27      -  36 06 38.54600(N)    085 46 34.43060(W) AD(       ) 2
 GB2433  NGVD 29 (07/19/86)  278.7    (m)          914.     (f) VERT ANG       
 GB2433
 GB2433.Superseded values are not recommended for survey control.
 GB2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2433.See file dsdata.txt to determine how the superseded data were derived.
 GB2433
 GB2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1014596927(NAD 83)
 GB2433_MARKER: DS = TRIANGULATION STATION DISK
 GB2433_SETTING: 66 = SET IN ROCK OUTCROP
 GB2433
 GB2433  HISTORY     - Date     Condition        Report By
 GB2433  HISTORY     - 1960     MONUMENTED       CGS
 GB2433
 GB2433                          STATION DESCRIPTION
 GB2433
 GB2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2433'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF SILVER POINT, 2.0
 GB2433'MILES SOUTHEAST OF BUFFALO VALLEY AND ON THE NORTH SLOPE AT THE EAST
 GB2433'SIDE OF A CULTIVATED FIELD. THE PROPERTY IS OWNED BY MR. HOUSTON
 GB2433'HAYS.
 GB2433'
 GB2433'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUFFALO VALLEY, GO
 GB2433'NORTH FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT JUST AFTER PASSING A
 GB2433'BRIDGE, TURN RIGHT, SOUTHEAST, FOR 1.7 MILES TO A SIDE ROAD ON THE
 GB2433'RIGHT, TURN SHARP RIGHT, WEST, FOR 0.1 MILE TO A HOUSE ON THE
 GB2433'LEFT, CONTINUE STRAIGHT AHEAD, WEST, FOR 0.1 MILE TO A HOUSE ON THE
 GB2433'RIGHT AND A TRACK ROAD ON LEFT, TURN LEFT, SOUTH, FOR 0.15 MILE TO A
 GB2433'WIRE GATE AND THE END OF TRUCK TRAVEL. PACK SOUTH FOR ABOUT 20
 GB2433'MINUTES TO THE STATION.
 GB2433'
 GB2433'STATION MARK IS 6 FEET WEST OF A WOVEN WIRE FENCE AT THE EDGE OF THE
 GB2433'WOODS AND 2.5 FEET NORTH OF A WITNESS SIGN. THE MARK IS A
 GB2433'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES
 GB2433'BELOW THE SURFACE, AND IS STAMPED HAYS 1960.
 GB2433'
 GB2433'REFERENCE MARK NO. 1 IS 5 FEET WEST OF THE WIRE FENCE AND IS ABOUT 3
 GB2433'FEET LOWER THAN THE STATION. THE MARK IS A STANDARD DISK BRAZED TO
 GB2433'THE TOP OF A 2-INCH IRON PIPE, PROJECTS 14 INCHES, AND IS STAMPED
 GB2433'HAYS NO 1 1960.
 GB2433'
 GB2433'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE WIRE FENCE AND IS ABOUT 3
 GB2433'FEET HIGHER THAN THE STATION. THE MARK IS A STANDARD DISK
 GB2433'BRAZED TO THE TOP OF A 2-INCH IRON PIPE, PROJECTS 16 INCHES, AND IS
 GB2433'STAMPED HAYS NO 2 1960.
 GB2433'
 GB2433'TRAVERSE STATION BUFFALO VALLEY WILL SERVE AS THE AZIMUTH MARK. SEE
 GB2433'DESCRIPTION THEREOF.
 GB2433'
 GB2433'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4577 ***********************************************************************
 AJ4577  DESIGNATION -  HD 94
 AJ4577  PID         -  AJ4577
 AJ4577  STATE/COUNTY-  TN/POLK
 AJ4577  USGS QUAD   -  ISABELLA (1978)
 AJ4577
 AJ4577                         *CURRENT SURVEY CONTROL
 AJ4577  ___________________________________________________________________
 AJ4577* NAD 83(1986)-  35 07 23.     (N)    084 18 33.     (W)     SCALED    
 AJ4577* NAVD 88     -       484.778  (meters)    1590.48   (feet)  ADJUSTED  
 AJ4577  ___________________________________________________________________
 AJ4577  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AJ4577  DYNAMIC HT  -         484.285 (meters)    1588.86  (feet)  COMP
 AJ4577  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 AJ4577
 AJ4577  VERT ORDER  -  SECOND    CLASS II
 AJ4577
 AJ4577.The horizontal coordinates were scaled from a topographic map and have
 AJ4577.an estimated accuracy of +/- 6 seconds.
 AJ4577
 AJ4577.The orthometric height was determined by differential leveling
 AJ4577.and adjusted by the National Geodetic Survey in January 2005..
 AJ4577.No vertical observational check was made to the station.
 AJ4577
 AJ4577.The geoid height was determined by GEOID03.
 AJ4577
 AJ4577.The dynamic height is computed by dividing the NAVD 88
 AJ4577.geopotential number by the normal gravity value computed on the
 AJ4577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4577.degrees latitude (g = 980.6199 gals.).
 AJ4577
 AJ4577.The modeled gravity was interpolated from observed gravity values.
 AJ4577
 AJ4577;                    North         East    Units  Estimated Accuracy
 AJ4577;SPC TN       -    88,950.      754,120.      MT  (+/- 180 meters Scaled)
 AJ4577
 AJ4577                          SUPERSEDED SURVEY CONTROL
 AJ4577
 AJ4577.No superseded survey control is available for this station.
 AJ4577
 AJ4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD452900(NAD 83)
 AJ4577_MARKER: DD = SURVEY DISK
 AJ4577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4577_SP_SET: CULVERT HEADWALL
 AJ4577_STAMPING: HD 94
 AJ4577_MARK LOGO: TVA   
 AJ4577_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4577+STABILITY: SURFACE MOTION
 AJ4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4577+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 AJ4577
 AJ4577  HISTORY     - Date     Condition        Report By
 AJ4577  HISTORY     - UNK      MONUMENTED
 AJ4577  HISTORY     - 20000216 GOOD             NCGS
 AJ4577  HISTORY     - 20000216 GOOD             NCGS
 AJ4577
 AJ4577                          STATION DESCRIPTION
 AJ4577
 AJ4577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4577'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF TURTLETOWN, TN AND
 AJ4577'0.9 MI (1.4 KM) WEST OF LIBERTY, NC.
 AJ4577'ALONG TN 123 FOR 0.3 MI (0.5 KM) NORTHWEST FROM THE TENNESSEE/NORTH
 AJ4577'CAROLINA STATE LINE, IN THE WEST END OF THE NORTH CULVERT HEADWALL.
 AJ4577'MARK IS ABOUT 3-FEET LOWER THAN TN 123 AND IS RECESSED 6-INCHES BELOW
 AJ4577'GROUND. LOCATED 24.0 FT (7.3 M) NORTH OF THE CENTERLINE OF TN 123 AND
 AJ4577'11.5 FT (3.5 M) WEST-SOUTHWEST OF A 36-INCH MAPLE WITH REFERENCE TAG.
 AJ4577
 AJ4577                          STATION RECOVERY (2000)
 AJ4577
 AJ4577'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4580 ***********************************************************************
 AJ4580  DESIGNATION -  HD 95
 AJ4580  PID         -  AJ4580
 AJ4580  STATE/COUNTY-  TN/POLK
 AJ4580  USGS QUAD   -  ISABELLA (1978)
 AJ4580
 AJ4580                         *CURRENT SURVEY CONTROL
 AJ4580  ___________________________________________________________________
 AJ4580* NAD 83(1986)-  35 07 27.     (N)    084 19 27.     (W)     SCALED    
 AJ4580* NAVD 88     -       463.974  (meters)    1522.22   (feet)  ADJUSTED  
 AJ4580  ___________________________________________________________________
 AJ4580  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AJ4580  DYNAMIC HT  -         463.502 (meters)    1520.67  (feet)  COMP
 AJ4580  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 AJ4580
 AJ4580  VERT ORDER  -  SECOND    CLASS II
 AJ4580
 AJ4580.The horizontal coordinates were scaled from a topographic map and have
 AJ4580.an estimated accuracy of +/- 6 seconds.
 AJ4580
 AJ4580.The orthometric height was determined by differential leveling
 AJ4580.and adjusted by the National Geodetic Survey in January 2005..
 AJ4580.No vertical observational check was made to the station.
 AJ4580
 AJ4580.The geoid height was determined by GEOID03.
 AJ4580
 AJ4580.The dynamic height is computed by dividing the NAVD 88
 AJ4580.geopotential number by the normal gravity value computed on the
 AJ4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4580.degrees latitude (g = 980.6199 gals.).
 AJ4580
 AJ4580.The modeled gravity was interpolated from observed gravity values.
 AJ4580
 AJ4580;                    North         East    Units  Estimated Accuracy
 AJ4580;SPC TN       -    89,050.      752,750.      MT  (+/- 180 meters Scaled)
 AJ4580
 AJ4580                          SUPERSEDED SURVEY CONTROL
 AJ4580
 AJ4580.No superseded survey control is available for this station.
 AJ4580
 AJ4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD438900(NAD 83)
 AJ4580_MARKER: DD = SURVEY DISK
 AJ4580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4580_SP_SET: HEADWALL
 AJ4580_STAMPING: HD 95
 AJ4580_MARK LOGO: TVA   
 AJ4580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4580+STABILITY: SURFACE MOTION
 AJ4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4580+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 AJ4580
 AJ4580  HISTORY     - Date     Condition        Report By
 AJ4580  HISTORY     - UNK      MONUMENTED
 AJ4580  HISTORY     - 20000217 GOOD             NCGS
 AJ4580  HISTORY     - 20000217 GOOD             NCGS
 AJ4580
 AJ4580                          STATION DESCRIPTION
 AJ4580
 AJ4580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4580'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) EAST OF TURTLETOWN, TN AND
 AJ4580'1.7 MI (2.7 KM) WEST OF LIBERTY, NC.
 AJ4580'ALONG TENNESSEE STATE HIGHWAY 123 FOR 1.15 MI (1.85 KM) WEST FROM THE
 AJ4580'NORTH CAROLINA/TENNESSEE STATE LINE TO TN 68, IN THE NORTHEAST
 AJ4580'QUADRANT, IN THE EAST END OF THE NORTH HEADWALL. NOTE THAT THERE IS AN
 AJ4580'8-INCH CHERRY GROWING OUT OF THE BANK AND LEANING PARTIALLY OVER THE
 AJ4580'MARK, WHICH MAY MAKE OCCUPYING STATION DIFFICULT.
 AJ4580'MARK IS ABOUT 3-FEET LOWER THAN TN 123. LOCATED 25.0 FT (7.6 M) NORTH
 AJ4580'OF THE CENTERLINE OF TN 123, 158.0 FT (48.2 M) SOUTH-SOUTHEAST OF THE
 AJ4580'CENTERLINE OF TN 68, 6.8 FT (2.1 M) WEST OF A TELEPHONE PEDESTAL AND
 AJ4580'46.5 FT (14.2 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF AN OLD
 AJ4580'FRAME GARAGE.
 AJ4580
 AJ4580                          STATION RECOVERY (2000)
 AJ4580
 AJ4580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4580'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4581 ***********************************************************************
 AJ4581  DESIGNATION -  HD 96
 AJ4581  PID         -  AJ4581
 AJ4581  STATE/COUNTY-  TN/POLK
 AJ4581  USGS QUAD   -  FARNER (1978)
 AJ4581
 AJ4581                         *CURRENT SURVEY CONTROL
 AJ4581  ___________________________________________________________________
 AJ4581* NAD 83(1986)-  35 07 33.     (N)    084 20 08.     (W)     SCALED    
 AJ4581* NAVD 88     -       461.400  (meters)    1513.78   (feet)  ADJUSTED  
 AJ4581  ___________________________________________________________________
 AJ4581  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AJ4581  DYNAMIC HT  -         460.931 (meters)    1512.24  (feet)  COMP
 AJ4581  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 AJ4581
 AJ4581  VERT ORDER  -  SECOND    CLASS II
 AJ4581
 AJ4581.The horizontal coordinates were scaled from a topographic map and have
 AJ4581.an estimated accuracy of +/- 6 seconds.
 AJ4581
 AJ4581.The orthometric height was determined by differential leveling
 AJ4581.and adjusted by the National Geodetic Survey in January 2005..
 AJ4581.No vertical observational check was made to the station.
 AJ4581
 AJ4581.The geoid height was determined by GEOID03.
 AJ4581
 AJ4581.The dynamic height is computed by dividing the NAVD 88
 AJ4581.geopotential number by the normal gravity value computed on the
 AJ4581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4581.degrees latitude (g = 980.6199 gals.).
 AJ4581
 AJ4581.The modeled gravity was interpolated from observed gravity values.
 AJ4581
 AJ4581;                    North         East    Units  Estimated Accuracy
 AJ4581;SPC TN       -    89,220.      751,710.      MT  (+/- 180 meters Scaled)
 AJ4581
 AJ4581                          SUPERSEDED SURVEY CONTROL
 AJ4581
 AJ4581.No superseded survey control is available for this station.
 AJ4581
 AJ4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD427902(NAD 83)
 AJ4581_MARKER: DD = SURVEY DISK
 AJ4581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4581_SP_SET: CULVERT HEADWALL
 AJ4581_STAMPING: HD 96
 AJ4581_MARK LOGO: TVA   
 AJ4581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4581+STABILITY: SURFACE MOTION
 AJ4581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4581+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 AJ4581
 AJ4581  HISTORY     - Date     Condition        Report By
 AJ4581  HISTORY     - UNK      MONUMENTED
 AJ4581  HISTORY     - 20000217 GOOD             NCGS
 AJ4581  HISTORY     - 20000217 GOOD             NCGS
 AJ4581  HISTORY     - 20050602 GOOD             CAS
 AJ4581
 AJ4581                          STATION DESCRIPTION
 AJ4581
 AJ4581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4581'STATION IS LOCATED ABOUT 0.55 MI (0.89 KM) EAST OF TURTLETOWN, TN AND
 AJ4581'2.4 MI (3.9 KM) WEST OF LIBERTY, NC.
 AJ4581'ALONG TN 123, BECOMING TN 68, FOR 1.95 MI (3.14 KM) WEST FROM THE
 AJ4581'TENNESSEE/NORTH CAROLINA STATE LINE, IN THE SOUTH END OF THE EAST
 AJ4581'CULVERT HEADWALL.
 AJ4581'MARK IS ABOUT 3-FEET LOWER THAN TN 68. LOCATED 21.5 FT (6.6 M)
 AJ4581'NORTHEAST OF THE CENTERLINE OF TN 68 AND 72.8 FT (22.2 M) NORTHWEST OF
 AJ4581'A 25-INCH WHITE PINE.
 AJ4581
 AJ4581                          STATION RECOVERY (2000)
 AJ4581
 AJ4581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4581'RECOVERED AS DESCRIBED.
 AJ4581
 AJ4581                          STATION RECOVERY (2005)
 AJ4581
 AJ4581'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AJ4581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0979 ***********************************************************************
 FD0979  DESIGNATION -  HEAD
 FD0979  PID         -  FD0979
 FD0979  STATE/COUNTY-  TN/WAYNE
 FD0979  USGS QUAD   -  WAYNESBORO (1968)
 FD0979
 FD0979                         *CURRENT SURVEY CONTROL
 FD0979  ___________________________________________________________________
 FD0979* NAD 83(1995)-  35 17 53.60774(N)    087 48 15.27478(W)     ADJUSTED  
 FD0979* NAVD 88     -       197.006  (meters)     646.34   (feet)  ADJUSTED  
 FD0979  ___________________________________________________________________
 FD0979  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FD0979  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0979  DYNAMIC HT  -         196.819 (meters)     645.73  (feet)  COMP
 FD0979  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FD0979
 FD0979  HORZ ORDER  -  SECOND
 FD0979  VERT ORDER  -  SECOND    CLASS 0
 FD0979
 FD0979.The horizontal coordinates were established by classical geodetic methods
 FD0979.and adjusted by the National Geodetic Survey in April 1999..
 FD0979
 FD0979.The orthometric height was determined by differential leveling
 FD0979.and adjusted by the National Geodetic Survey in June 1991..
 FD0979
 FD0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0979
 FD0979.The geoid height was determined by GEOID03.
 FD0979
 FD0979.The dynamic height is computed by dividing the NAVD 88
 FD0979.geopotential number by the normal gravity value computed on the
 FD0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0979.degrees latitude (g = 980.6199 gals.).
 FD0979
 FD0979.The modeled gravity was interpolated from observed gravity values.
 FD0979
 FD0979;                    North         East     Units Scale Factor Converg.
 FD0979;SPC TN       -   108,567.438   435,904.409   MT  0.99999184   -1 03 22.6
 FD0979;SPC TN       -   356,191.67  1,430,129.72   sFT  0.99999184   -1 03 22.6
 FD0979;UTM  16      - 3,906,412.381   426,877.952   MT  0.99966589   -0 27 53.1
 FD0979
 FD0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0979!SPC TN       -   0.99997345  x   0.99999184  =   0.99996529
 FD0979!UTM  16      -   0.99997345  x   0.99966589  =   0.99963935
 FD0979
 FD0979:                Primary Azimuth Mark                     Grid Az
 FD0979:SPC TN       -  HEAD AZ MK                               041 12 07.4
 FD0979:UTM  16      -  HEAD AZ MK                               040 36 37.9
 FD0979
 FD0979|---------------------------------------------------------------------|
 FD0979| PID    Reference Object                     Distance      Geod. Az  |
 FD0979|                                                           dddmmss.s |
 FD0979| FD0982 HEAD AZ MK                                         0400844.8 |
 FD0979| FD0981 HEAD RM 1                            27.477 METERS 06224     |
 FD0979| FD0980 HEAD RM 2                            32.150 METERS 13313     |
 FD0979| FD1600 LEATHER                             APPROX. 4.7 KM 2624216.2 |
 FD0979|---------------------------------------------------------------------|
 FD0979
 FD0979                          SUPERSEDED SURVEY CONTROL
 FD0979
 FD0979  NAD 83(1995)-  35 17 53.61203(N)    087 48 15.27536(W) AD(       ) 2
 FD0979  NAD 83(1995)-  35 17 53.61205(N)    087 48 15.27545(W) AD(       ) 2
 FD0979  NAD 83(1995)-  35 17 53.61330(N)    087 48 15.27456(W) AD(       ) 2
 FD0979  NAD 83(1986)-  35 17 53.61736(N)    087 48 15.27369(W) AD(       ) 2
 FD0979  NAD 27      -  35 17 53.33590(N)    087 48 15.17850(W) AD(       ) 2
 FD0979  NGVD 29 (??/??/92)  196.979  (m)          646.26   (f) ADJ UNCH    2 0
 FD0979
 FD0979.Superseded values are not recommended for survey control.
 FD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0979.See file dsdata.txt to determine how the superseded data were derived.
 FD0979
 FD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2687806412(NAD 83)
 FD0979_MARKER: DD = SURVEY DISK
 FD0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0979_STAMPING: HEAD 1962
 FD0979_MARK LOGO: TNHD  
 FD0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0979+STABILITY: SURFACE MOTION
 FD0979
 FD0979  HISTORY     - Date     Condition        Report By
 FD0979  HISTORY     - 1962     MONUMENTED       TNHD
 FD0979  HISTORY     - 1962     GOOD             TNHD
 FD0979
 FD0979                          STATION DESCRIPTION
 FD0979
 FD0979'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0979'3 MI W FROM WAYNESBORO.
 FD0979'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON
 FD0979'U.S. HIGHWAY 64 FOR 3.1 MILES TO THE STATION ON THE LEFT.  THE
 FD0979'STATION IS 115 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64,
 FD0979'29 FEET SOUTHWEST OF A POWER POLE, 25 FEET SOUTHEAST OF A CREEK
 FD0979'BED, AND 3.3 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A
 FD0979'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0979'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0979
 FD0979                          STATION RECOVERY (1962)
 FD0979
 FD0979'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0979'THE STATION IS LOCATED ABOUT 3 MILES WEST OF WAYNESBORO.
 FD0979'
 FD0979'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD0979'GO 3.1 MILES WEST ON
 FD0979'STATE ROUTE 15 TO THE STATION ON THE LEFT.
 FD0979'
 FD0979'THE STATION IS ABOUT 115 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD0979'STATE ROUTE 15, 29
 FD0979'FEET SOUTHWEST OF A POWER POLE, 25 FEET SOUTHEAST OF THE
 FD0979'APPROXIMATE CENTER OF A DRY
 FD0979'CREEK BED, AND 3.3 FEET NORTHWEST OF A
 FD0979'WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 FD0979'ARE STANDARD TENNESSEE
 FD0979'HIGHWAY DEPARTMENT DISKS STAMPED HEAD 1962.  THE UNDERGROUND
 FD0979'MARK IS ABOUT 30
 FD0979'INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 FD0979'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0979'
 FD0979'REFERENCE MARK NO 1 IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0979'A DRY CREEK BED AND
 FD0979'49 FEET SOUTH OF THE SOUTEAST CORNER OF A SMALL,
 FD0979'WOOD, DRIVEWAY BRIDGE.  THE MARK IS
 FD0979'A STANDARD TENNESSEE HIGHWAY
 FD0979'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0979'CONCRETE MONUMENT AND
 FD0979'THE DISK IS STAMPED HEAD RM 1 1962.
 FD0979'
 FD0979'REFERENCE MARK NO 2 IS 14 FEET NORTHWEST OF A 6-INCH TWIN TRUNK
 FD0979'SYCAMORE TREE.  THE
 FD0979'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0979'IN A 10-INCH SQUARE, FLUSH,
 FD0979'CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0979'HEAD RM-2 1962.
 FD0979'
 FD0979'THE AZIMUTH MARK IS 26 FEET EAST OF A 24-INCH ELM TREE, 28 FEET SOUTH
 FD0979'OF A 24-INCH MAPLE
 FD0979'TREE, AND 9 FEET NORTH OF THE NORTHWEST CORNER OF A
 FD0979'SMALL FRAME SHED.  THE MARK IS A
 FD0979'STANDARD TENNESSEE HIGHWAY
 FD0979'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0979'CONCRETE MONUMENT AND
 FD0979'THE DISK IS STAMPED HEAD AZI 1962.
 FD0979'
 FD0979'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.1 MILE EAST ON STATE
 FD0979'ROUTE 15 TO A
 FD0979'TRACK ROAD LEFT, TURN LEFT, AND GO 50 FEET NORTH TO THE
 FD0979'SMALL SHED AND THE MARK.
 FD0979'
 FD0979'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0661 ***********************************************************************
 GC0661  DESIGNATION -  HEAD
 GC0661  PID         -  GC0661
 GC0661  STATE/COUNTY-  TN/DAVIDSON
 GC0661  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0661
 GC0661                         *CURRENT SURVEY CONTROL
 GC0661  ___________________________________________________________________
 GC0661* NAD 83(1995)-  36 09 47.02584(N)    086 47 44.96022(W)     ADJUSTED  
 GC0661* NAVD 88     -       137.910  (meters)     452.46   (feet)  ADJUSTED  
 GC0661  ___________________________________________________________________
 GC0661  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC0661  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0661  DYNAMIC HT  -         137.792 (meters)     452.07  (feet)  COMP
 GC0661  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0661
 GC0661  HORZ ORDER  -  THIRD
 GC0661  VERT ORDER  -  SECOND    CLASS 0
 GC0661
 GC0661.The horizontal coordinates were established by classical geodetic methods
 GC0661.and adjusted by the National Geodetic Survey in April 1999..
 GC0661
 GC0661.The orthometric height was determined by differential leveling
 GC0661.and adjusted by the National Geodetic Survey in June 1991..
 GC0661
 GC0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0661
 GC0661.The geoid height was determined by GEOID03.
 GC0661
 GC0661.The dynamic height is computed by dividing the NAVD 88
 GC0661.geopotential number by the normal gravity value computed on the
 GC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0661.degrees latitude (g = 980.6199 gals.).
 GC0661
 GC0661.The modeled gravity was interpolated from observed gravity values.
 GC0661
 GC0661;                    North         East     Units Scale Factor Converg.
 GC0661;SPC TN       -   203,299.333   528,397.043   MT  0.99996484   -0 27 57.3
 GC0661;SPC TN       -   666,991.23  1,733,582.63   sFT  0.99996484   -0 27 57.3
 GC0661;UTM  16      - 4,002,054.049   518,364.106   MT  0.99960416   +0 07 13.7
 GC0661
 GC0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0661!SPC TN       -   0.99998295  x   0.99996484  =   0.99994780
 GC0661!UTM  16      -   0.99998295  x   0.99960416  =   0.99958712
 GC0661
 GC0661:                Primary Azimuth Mark                     Grid Az
 GC0661:SPC TN       -  NASHVILLE STATE CAPITOL FLAGPOLE         074 06 26.5
 GC0661:UTM  16      -  NASHVILLE STATE CAPITOL FLAGPOLE         073 31 15.5
 GC0661
 GC0661|---------------------------------------------------------------------|
 GC0661| PID    Reference Object                     Distance      Geod. Az  |
 GC0661|                                                           dddmmss.s |
 GC0661| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 1.1 KM 0733829.2 |
 GC0661| GC0660 HEAD RM 1                            10.897 METERS 07501     |
 GC0661| GC0662 HEAD RM 2                            10.790 METERS 23245     |
 GC0661|---------------------------------------------------------------------|
 GC0661
 GC0661                          SUPERSEDED SURVEY CONTROL
 GC0661
 GC0661  NAD 83(1995)-  36 09 47.02788(N)    086 47 44.96215(W) AD(       ) 3
 GC0661  NAD 83(1995)-  36 09 47.02992(N)    086 47 44.96237(W) AD(       ) 3
 GC0661  NAD 83(1986)-  36 09 47.03602(N)    086 47 44.96337(W) AD(       ) 3
 GC0661  NAD 27      -  36 09 46.83080(N)    086 47 44.96620(W) AD(       ) 3
 GC0661  NGVD 29 (??/??/92)  137.935  (m)          452.54   (f) ADJ UNCH    2 0
 GC0661
 GC0661.Superseded values are not recommended for survey control.
 GC0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0661.See file dsdata.txt to determine how the superseded data were derived.
 GC0661
 GC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1836402054(NAD 83)
 GC0661_MARKER: DS = TRIANGULATION STATION DISK
 GC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0661_STAMPING: HEAD 1959
 GC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0661+STABILITY: SURFACE MOTION
 GC0661
 GC0661  HISTORY     - Date     Condition        Report By
 GC0661  HISTORY     - 1959     MONUMENTED       CGS
 GC0661  HISTORY     - 1960     GOOD             NGS
 GC0661  HISTORY     - 19870807 GOOD             LOCSUR
 GC0661
 GC0661                          STATION DESCRIPTION
 GC0661
 GC0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0661'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF THE STATE CAPITOL
 GC0661'BUILDING AND ALONG THE SOUTH SIDE OF JO JOHNSON AVENUE BETWEEN THE
 GC0661'CURBING AND SIDEWALK.
 GC0661'
 GC0661'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING, GO SOUTHWEST ON
 GC0661'CHARLOTTE AVENUE FOR 0.5 MILE TO THIRTEENTH AVENUE NORTH, TURN RIGHT
 GC0661'AND GO 0.15 MILE TO JO JOHNSON AVENUE ON THE LEFT, TURN LEFT AND GO
 GC0661'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC0661'
 GC0661'THE STATION IS 230 FEET WEST OF THIRTEENTH AVENUE NORTH, 21 FEET
 GC0661'SOUTH OF THE CENTER OF JO JOHNSON AVENUE AND 12 FEET NORTH OF
 GC0661'STEPS LEADING INTO AN APARTMENT BUILDING.  IT IS A STANDARD DISK SET
 GC0661'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED HEAD 1959.
 GC0661'
 GC0661'THE UNDERGROUND MARK STAMPED HEAD 1959 IS ABOUT 30-INCHES BELOW THE
 GC0661'SURFACE.
 GC0661'
 GC0661'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF JO JOHNSON
 GC0661'AVENUE, 12 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT NORTH OF THE
 GC0661'SOUTH EDGE OF A SIDEWALK.  IT IS A STANDARD DISK SET FLUSH IN A DRILL
 GC0661'HOLE IN THE SIDEWALK AND THE DISK IS STAMPED HEAD NO 1 1959.
 GC0661'
 GC0661'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF JO JOHNSON
 GC0661'AVENUE, 4 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE AND 1
 GC0661'FOOT SOUTH OF THE NORTH EDGE OF A SIDEWALK.  IT IS A STANDARD DISK
 GC0661'SET FLUSH IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED
 GC0661'HEAD NO 2 1959.
 GC0661'
 GC0661'AN AZIMUTH MARK WAS NOT ESTABLISHED.  THE FLAGPOLE ATOP THE STATE
 GC0661'CAPITOL BUILDING CUPOLA WILL SERVE AS AN AZIMUTH MARK.
 GC0661
 GC0661                          STATION RECOVERY (1960)
 GC0661
 GC0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0661'AT NASHVILLE.
 GC0661'THE STATION IS LOCATED AOUT 0.05 MILE WEST OF THE STATE CAPITOL
 GC0661'BUILDING AND ALONG THE SOUTH SIDE OF JO JOHNSON AVENUE BETWEEN
 GC0661'THE CURBING AND SIDEWALK.  TO REACH THE STATION FROM THE STATE
 GC0661'CAPITOL BUILDING, GO SOUTHWEST ON CHARLOTTE AVENUE FOR 0.5 MILE
 GC0661'TO 13TH. AVENUE NORTH, TURN RIGHT AND GO 0.15 MILE TO JO JOHNSON
 GC0661'AVENUE ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO THE STATION.
 GC0661'THE STATION MARK IS 230 FT. WEST OF 13TH. AVENUE NORTH, 21 FT.
 GC0661'SOUTH OF THE CENTER OF JO JOHNSON AVENUE AND 12 FT. NORTH OF
 GC0661'THE STEPS LEADING TO AN APARTMENT BUILDING, IN THE TOP OF A
 GC0661'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0661
 GC0661                          STATION RECOVERY (1987)
 GC0661
 GC0661'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1709 ***********************************************************************
 GD1709  DESIGNATION -  HEAD
 GD1709  PID         -  GD1709
 GD1709  STATE/COUNTY-  TN/DYER
 GD1709  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD1709
 GD1709                         *CURRENT SURVEY CONTROL
 GD1709  ___________________________________________________________________
 GD1709* NAD 83(1995)-  36 03 33.95143(N)    089 30 00.41442(W)     ADJUSTED  
 GD1709* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 GD1709  ___________________________________________________________________
 GD1709  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1709  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1709
 GD1709  HORZ ORDER  -  FIRST
 GD1709
 GD1709.The horizontal coordinates were established by classical geodetic methods
 GD1709.and adjusted by the National Geodetic Survey in April 1999..
 GD1709
 GD1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1709
 GD1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1709
 GD1709.The geoid height was determined by GEOID03.
 GD1709
 GD1709;                    North         East     Units Scale Factor Converg.
 GD1709;SPC TN       -   197,147.694   284,734.725   MT  0.99995611   -2 02 56.8
 GD1709;SPC TN       -   646,808.73    934,167.18   sFT  0.99995611   -2 02 56.8
 GD1709;UTM  16      - 3,993,433.193   274,817.625   MT  1.00022484   -1 28 20.1
 GD1709
 GD1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1709!SPC TN       -   0.99998008  x   0.99995611  =   0.99993619
 GD1709!UTM  16      -   0.99998008  x   1.00022484  =   1.00020491
 GD1709
 GD1709|---------------------------------------------------------------------|
 GD1709| PID    Reference Object                     Distance      Geod. Az  |
 GD1709|                                                           dddmmss.s |
 GD1709| CG3451 HEAD RM 1                            60.609 METERS 02342     |
 GD1709| CG3452 HEAD RM 2                            48.868 METERS 06850     |
 GD1709| GD1652 DYERSBURG RADIO STA WTRO MAST       APPROX. 9.3 KM 0820733.3 |
 GD1709| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX.11.9 KM 0944314.0 |
 GD1709| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX.12.0 KM 0971423.0 |
 GD1709| CG3449 HEAD AZ MK RESET                                   1865422.7 |
 GD1709| CG3448 HEAD AZ MK                                         1865419.0 |
 GD1709| GD1737 CARUTHERSVILLE WATER TANK           APPROX.19.4 KM 3142704.4 |
 GD1709|---------------------------------------------------------------------|
 GD1709
 GD1709                          SUPERSEDED SURVEY CONTROL
 GD1709
 GD1709  NAD 83(1995)-  36 03 33.95439(N)    089 30 00.41507(W) AD(       ) 1
 GD1709  NAD 83(1995)-  36 03 33.95397(N)    089 30 00.41481(W) AD(       ) 1
 GD1709  NAD 83(1986)-  36 03 33.96268(N)    089 30 00.41435(W) AD(       ) 1
 GD1709  NAD 27      -  36 03 33.70581(N)    089 30 00.14624(W) AD(       ) 1
 GD1709  NGVD 29 (07/19/86)  155.1    (m)          509.     (f) VERT ANG       
 GD1709
 GD1709.Superseded values are not recommended for survey control.
 GD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1709.See file dsdata.txt to determine how the superseded data were derived.
 GD1709
 GD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7481893433(NAD 83)
 GD1709_MARKER: DS = TRIANGULATION STATION DISK
 GD1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1709
 GD1709  HISTORY     - Date     Condition        Report By
 GD1709  HISTORY     - 1929     MONUMENTED       CGS
 GD1709  HISTORY     - 1959     GOOD             CGS
 GD1709  HISTORY     - 1965     GOOD             CGS
 GD1709  HISTORY     - 19720518 GOOD             USGS
 GD1709
 GD1709                          STATION DESCRIPTION
 GD1709
 GD1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1709'ABOUT 7 MILES WEST OF DYERSBURG, 2 MILES NORTHWEST OF FINLEY AND ON
 GD1709'LAND OWNED BY J. M. HEAD.  TO REACH FROM DYERSBURG, GO ABOUT 7 MILES
 GD1709'ON ROUTE 20 TO CROSSROADS 1.1 MILES WEST OF FINLEY, TURN ONTO
 GD1709'GRAVEL ROAD LEADING NORTH AND GO 1.9 MILES TO MR. HEADS GATE ON
 GD1709'RIGHT SIDE OF ROAD AT FOOT OF BLUFF AND OPPOSITE SHED ON LEFT.
 GD1709'FROM GATE FOLLOW PRIVATE ROAD 0.2 MILE UP STEEP GRADE TO HOUSE AND
 GD1709'INQUIRE FOR ROUTE THROUGH ORCHARD TO STATION.  TRUCK CAN BE DRIVEN
 GD1709'TO STATION IN DRY WEATHER.  STATION IS IN PASTURE JUST WEST OF
 GD1709'LARGE ORCHARD, ON HIGHEST KNOLL OF BLUFF, 20 FEET WEST OF ORCHARD
 GD1709'FENCE, 200 YARDS NORTHWEST OF TWO-STORY SQUARE HOUSE, AND 400 YARDS
 GD1709'SOUTH OF BARN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1709'STATION DISKS IN CONCRETE.  REFERENCE MARKS ARE
 GD1709'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ALONG
 GD1709'FENCE LINE, 199.50 FEET FROM STATION N 23 DEG 43 MIN E.
 GD1709'NO. 2 IS UNDER APPLE TREE IN ORCHARD, 162.70 FEET FROM STATION
 GD1709'N 68 DEG 50 MIN E.  BEARING FROM STATION
 GD1709'TO FINIAL OF BLACK WATER TANK AT DYERSBURG IS S 74 DEG 20 MIN E.
 GD1709
 GD1709                          STATION RECOVERY (1959)
 GD1709
 GD1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1709'THE STATION WAS RECOVERED.  THE ORCHARD IS NO LONGER THERE AND THE
 GD1709'LAND IS NOW OWNED BY HELEN KIRK OF LENOX, TENN.  A NEW DESCRIPTION
 GD1709'FOLLOWS.
 GD1709'
 GD1709'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF DYERSBURG,
 GD1709'ABOUT 2-1/2 MILES NORTHWEST OF FINLEY, ABOUT 2 MILES EAST OF THE
 GD1709'OBION RIVER AND ON THE HIGHEST POINT OF THE HEADLANDS OVERLOOKING THE
 GD1709'VALLEY TO THE WEST.  IT IS 21 FEET WEST OF A FENCE, 14.5 FEET
 GD1709'SOUTHWEST OF A TRIANGULAR BLAZED TREE, 178.85 FEET SOUTH OF A FENCE
 GD1709'CORNER, AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 GD1709'MONUMENT IS FLUSH AND THE DISK IS STAMPED HEAD 1929.
 GD1709'
 GD1709'TO REACH THE STATION FROM THE FINLEY METHODIST CHURCH IN FINLEY, GO
 GD1709'WEST ON STATE HIGHWAY 20 FOR 1.15 MILES TO A CROSSROAD.* TURN
 GD1709'RIGHT, NORTHERLY, AND GO 1.85 MILES TO A GRAVELED ROAD RIGHT.  TURN
 GD1709'RIGHT, UP HILL, AND GO 0.3 MILE TO A HOUSE AND A SWITCHBACK TO THE
 GD1709'RIGHT.  TURN RIGHT AND GO 0.05 MILE TO A Y-INTERSECTION.  BEAR
 GD1709'RIGHT THROUGH GATE AND FOLLOW WASHED OUT ROAD FOR 0.1 MILE TO A
 GD1709'GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW AROUND FIELD
 GD1709'FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 GD1709'
 GD1709'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST FOR 0.2
 GD1709'MILE TO THE MARK ON THE SOUTH SIDE OF THE ROAD.
 GD1709'
 GD1709'REFERENCE MARK 1 IS 37 FEET EAST OF A FENCE CORNER, 8 FEET NORTH OF
 GD1709'THE CENTERLINE OF A DIM TRACK ROAD, 4 FEET WEST OF A 12 INCH TREE
 GD1709'AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1709'STAMPED HEAD NO 1 1929.
 GD1709'
 GD1709'REFERENCE MARK 2 IS 155 FEET SOUTHEAST OF A FENCE CORNER, 138 FEET
 GD1709'SOUTH OF A FENCE AND 128 FEET EAST OF A FENCE.  THE MONUMENT IS
 GD1709'FLUSH ON THE WEST SIDE, PROJECTS 8 INCHES ON THE EAST SIDE AND THE
 GD1709'DISK IS STAMPED HEAD NO 2 1929.
 GD1709'
 GD1709'THE AZIMUTH MARK IS 107 FEET EAST OF A TELEPHONE POLE, 52 FEET SOUTH
 GD1709'OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT NORTHEAST OF A WHITE WITNESS
 GD1709'POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 4 INCHES
 GD1709'AND THE DISK IS STAMPED HEAD 1959.
 GD1709'
 GD1709'NOTE - R.M. 1 IS 22 FEET BELOW STATION AND R.M. 2 IS 30 FEET BELOW
 GD1709'STATION.
 GD1709
 GD1709                          STATION RECOVERY (1965)
 GD1709
 GD1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GD1709'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1709'THE 1959 DESCRIPTION AND TO-REACH IS COMPLETELY ADEQUATE.
 GD1709
 GD1709                          STATION RECOVERY (1972)
 GD1709
 GD1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 GD1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0982 ***********************************************************************
 FD0982  DESIGNATION -  HEAD AZ MK
 FD0982  PID         -  FD0982
 FD0982  STATE/COUNTY-  TN/WAYNE
 FD0982  USGS QUAD   -  WAYNESBORO (1968)
 FD0982
 FD0982                         *CURRENT SURVEY CONTROL
 FD0982  ___________________________________________________________________
 FD0982* NAD 83(1986)-  35 17 56.     (N)    087 48 12.     (W)     SCALED    
 FD0982* NAVD 88     -       205.840  (meters)     675.33   (feet)  ADJUSTED  
 FD0982  ___________________________________________________________________
 FD0982  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0982  DYNAMIC HT  -         205.646 (meters)     674.69  (feet)  COMP
 FD0982  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FD0982
 FD0982  VERT ORDER  -  SECOND    CLASS 0
 FD0982
 FD0982.The horizontal coordinates were scaled from a topographic map and have
 FD0982.an estimated accuracy of +/- 6 seconds.
 FD0982
 FD0982.The orthometric height was determined by differential leveling
 FD0982.and adjusted by the National Geodetic Survey in June 1991..
 FD0982
 FD0982.The geoid height was determined by GEOID03.
 FD0982
 FD0982.The dynamic height is computed by dividing the NAVD 88
 FD0982.geopotential number by the normal gravity value computed on the
 FD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0982.degrees latitude (g = 980.6199 gals.).
 FD0982
 FD0982.The modeled gravity was interpolated from observed gravity values.
 FD0982
 FD0982;                    North         East    Units  Estimated Accuracy
 FD0982;SPC TN       -   108,640.      435,990.      MT  (+/- 180 meters Scaled)
 FD0982
 FD0982                          SUPERSEDED SURVEY CONTROL
 FD0982
 FD0982  NGVD 29 (??/??/92)  205.814  (m)          675.24   (f) ADJ UNCH    2 0
 FD0982
 FD0982.Superseded values are not recommended for survey control.
 FD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0982.See file dsdata.txt to determine how the superseded data were derived.
 FD0982
 FD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE269064(NAD 83)
 FD0982_MARKER: DD = SURVEY DISK
 FD0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0982_STAMPING: HEAD AZI 1962
 FD0982_MARK LOGO: TNHD  
 FD0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0982+STABILITY: SURFACE MOTION
 FD0982
 FD0982  HISTORY     - Date     Condition        Report By
 FD0982  HISTORY     - 1962     MONUMENTED       TNHD
 FD0982
 FD0982                          STATION DESCRIPTION
 FD0982
 FD0982'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0982'3 MI W FROM WAYNESBORO.
 FD0982'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0982'HIGHWAY 64 FOR 3.0 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND
 FD0982'GO 50 FEET NORTH TO A SMALL SHED AND THE MARK.  THE AZIMUTH MARK
 FD0982'IS 26 FEET EAST OF A 24-INCH ELM TREE, 28 FEET SOUTH OF A 24-INCH
 FD0982'MAPLE TREE AND 9 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 FD0982'FRAME SHED.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0982'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0982'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0981 ***********************************************************************
 FD0981  DESIGNATION -  HEAD RM 1
 FD0981  PID         -  FD0981
 FD0981  STATE/COUNTY-  TN/WAYNE
 FD0981  USGS QUAD   -  WAYNESBORO (1968)
 FD0981
 FD0981                         *CURRENT SURVEY CONTROL
 FD0981  ___________________________________________________________________
 FD0981* NAD 83(1986)-  35 17 53.     (N)    087 48 14.     (W)     SCALED    
 FD0981* NAVD 88     -       197.894  (meters)     649.26   (feet)  ADJUSTED  
 FD0981  ___________________________________________________________________
 FD0981  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0981  DYNAMIC HT  -         197.707 (meters)     648.64  (feet)  COMP
 FD0981  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FD0981
 FD0981  VERT ORDER  -  SECOND    CLASS 0
 FD0981
 FD0981.The horizontal coordinates were scaled from a topographic map and have
 FD0981.an estimated accuracy of +/- 6 seconds.
 FD0981
 FD0981.The orthometric height was determined by differential leveling
 FD0981.and adjusted by the National Geodetic Survey in June 1991..
 FD0981
 FD0981.The geoid height was determined by GEOID03.
 FD0981
 FD0981.The dynamic height is computed by dividing the NAVD 88
 FD0981.geopotential number by the normal gravity value computed on the
 FD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0981.degrees latitude (g = 980.6199 gals.).
 FD0981
 FD0981.The modeled gravity was interpolated from observed gravity values.
 FD0981
 FD0981;                    North         East    Units  Estimated Accuracy
 FD0981;SPC TN       -   108,550.      435,940.      MT  (+/- 180 meters Scaled)
 FD0981
 FD0981                          SUPERSEDED SURVEY CONTROL
 FD0981
 FD0981  NGVD 29 (??/??/92)  197.868  (m)          649.17   (f) ADJ UNCH    2 0
 FD0981
 FD0981.Superseded values are not recommended for survey control.
 FD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0981.See file dsdata.txt to determine how the superseded data were derived.
 FD0981
 FD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE269063(NAD 83)
 FD0981_MARKER: DD = SURVEY DISK
 FD0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0981_STAMPING: HEAD RM 1 1962
 FD0981_MARK LOGO: TNHD  
 FD0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0981+STABILITY: SURFACE MOTION
 FD0981
 FD0981  HISTORY     - Date     Condition        Report By
 FD0981  HISTORY     - 1962     MONUMENTED       TNHD
 FD0981
 FD0981                          STATION DESCRIPTION
 FD0981
 FD0981'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0981'3 MI W FROM WAYNESBORO.
 FD0981'THIS MARK IS LOCATED AT THE HEAD 1962 STATION SITE, 27 FEET
 FD0981'SOUTHEAST OF A CREEK BED, 49 FEET SOUTH OF THE SOUTHEAST CORNER
 FD0981'OF A SMALL, WOOD, DRIVEWAY BRIDGE AND 90 FEET NORTHEAST OF THE
 FD0981'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0981'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0981'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0660 ***********************************************************************
 GC0660  DESIGNATION -  HEAD RM 1
 GC0660  PID         -  GC0660
 GC0660  STATE/COUNTY-  TN/DAVIDSON
 GC0660  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0660
 GC0660                         *CURRENT SURVEY CONTROL
 GC0660  ___________________________________________________________________
 GC0660* NAD 83(1986)-  36 09 46.     (N)    086 47 44.     (W)     SCALED    
 GC0660* NAVD 88     -       137.651  (meters)     451.61   (feet)  ADJUSTED  
 GC0660  ___________________________________________________________________
 GC0660  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0660  DYNAMIC HT  -         137.533 (meters)     451.22  (feet)  COMP
 GC0660  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0660
 GC0660  VERT ORDER  -  SECOND    CLASS 0
 GC0660
 GC0660.The horizontal coordinates were scaled from a topographic map and have
 GC0660.an estimated accuracy of +/- 6 seconds.
 GC0660
 GC0660.The orthometric height was determined by differential leveling
 GC0660.and adjusted by the National Geodetic Survey in June 1991..
 GC0660
 GC0660.The geoid height was determined by GEOID03.
 GC0660
 GC0660.The dynamic height is computed by dividing the NAVD 88
 GC0660.geopotential number by the normal gravity value computed on the
 GC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0660.degrees latitude (g = 980.6199 gals.).
 GC0660
 GC0660.The modeled gravity was interpolated from observed gravity values.
 GC0660
 GC0660;                    North         East    Units  Estimated Accuracy
 GC0660;SPC TN       -   203,270.      528,420.      MT  (+/- 180 meters Scaled)
 GC0660
 GC0660                          SUPERSEDED SURVEY CONTROL
 GC0660
 GC0660  NGVD 29 (??/??/92)  137.676  (m)          451.69   (f) ADJ UNCH    2 0
 GC0660
 GC0660.Superseded values are not recommended for survey control.
 GC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0660.See file dsdata.txt to determine how the superseded data were derived.
 GC0660
 GC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF183020(NAD 83)
 GC0660_MARKER: DR = REFERENCE MARK DISK
 GC0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0660_SP_SET: SIDEWALK
 GC0660_STAMPING: HEAD NO 1 1959
 GC0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0660
 GC0660  HISTORY     - Date     Condition        Report By
 GC0660  HISTORY     - 1959     MONUMENTED       CGS
 GC0660  HISTORY     - 1960     GOOD             NGS
 GC0660
 GC0660                          STATION DESCRIPTION
 GC0660
 GC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0660'AT NASHVILLE.
 GC0660'THIS MARK IS LOCATED AT THE HEAD 1959 STATION SITE, 35.7 FT.
 GC0660'EAST OF THE STATION, 29 FT. SOUTH OF THE CENTER OF JO JOHNSON
 GC0660'AVENUE, 12 FT. SOUTH OF A TELEPHONE POLE AND 1 FT. NORTH OF
 GC0660'THE SOUTH EDGE OF THE SIDEWALK, DRILLED IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0980 ***********************************************************************
 FD0980  DESIGNATION -  HEAD RM 2
 FD0980  PID         -  FD0980
 FD0980  STATE/COUNTY-  TN/WAYNE
 FD0980  USGS QUAD   -  WAYNESBORO (1968)
 FD0980
 FD0980                         *CURRENT SURVEY CONTROL
 FD0980  ___________________________________________________________________
 FD0980* NAD 83(1986)-  35 17 53.     (N)    087 48 14.     (W)     SCALED    
 FD0980* NAVD 88     -       197.649  (meters)     648.45   (feet)  ADJUSTED  
 FD0980  ___________________________________________________________________
 FD0980  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0980  DYNAMIC HT  -         197.462 (meters)     647.84  (feet)  COMP
 FD0980  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FD0980
 FD0980  VERT ORDER  -  SECOND    CLASS 0
 FD0980
 FD0980.The horizontal coordinates were scaled from a topographic map and have
 FD0980.an estimated accuracy of +/- 6 seconds.
 FD0980
 FD0980.The orthometric height was determined by differential leveling
 FD0980.and adjusted by the National Geodetic Survey in June 1991..
 FD0980
 FD0980.The geoid height was determined by GEOID03.
 FD0980
 FD0980.The dynamic height is computed by dividing the NAVD 88
 FD0980.geopotential number by the normal gravity value computed on the
 FD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0980.degrees latitude (g = 980.6199 gals.).
 FD0980
 FD0980.The modeled gravity was interpolated from observed gravity values.
 FD0980
 FD0980;                    North         East    Units  Estimated Accuracy
 FD0980;SPC TN       -   108,550.      435,940.      MT  (+/- 180 meters Scaled)
 FD0980
 FD0980                          SUPERSEDED SURVEY CONTROL
 FD0980
 FD0980  NGVD 29 (??/??/92)  197.623  (m)          648.37   (f) ADJ UNCH    2 0
 FD0980
 FD0980.Superseded values are not recommended for survey control.
 FD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0980.See file dsdata.txt to determine how the superseded data were derived.
 FD0980
 FD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE269063(NAD 83)
 FD0980_MARKER: DD = SURVEY DISK
 FD0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0980_STAMPING: HEAD RM 2 1962
 FD0980_MARK LOGO: TNHD  
 FD0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0980+STABILITY: SURFACE MOTION
 FD0980
 FD0980  HISTORY     - Date     Condition        Report By
 FD0980  HISTORY     - 1962     MONUMENTED       TNHD
 FD0980
 FD0980                          STATION DESCRIPTION
 FD0980
 FD0980'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0980'3 MI W FROM WAYNESBORO.
 FD0980'THIS MARK IS LOCATED AT THE HEAD 1962 STATION SITE, 14 FEET
 FD0980'NORTHWEST OF A 6-INCH TWIN TRUNK SYCAMORE TREE, AND 105 FEET
 FD0980'SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0980'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0980'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0662 ***********************************************************************
 GC0662  DESIGNATION -  HEAD RM 2
 GC0662  PID         -  GC0662
 GC0662  STATE/COUNTY-  TN/DAVIDSON
 GC0662  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0662
 GC0662                         *CURRENT SURVEY CONTROL
 GC0662  ___________________________________________________________________
 GC0662* NAD 83(1986)-  36 09 46.     (N)    086 47 44.     (W)     SCALED    
 GC0662* NAVD 88     -       138.305  (meters)     453.76   (feet)  ADJUSTED  
 GC0662  ___________________________________________________________________
 GC0662  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0662  DYNAMIC HT  -         138.186 (meters)     453.37  (feet)  COMP
 GC0662  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0662
 GC0662  VERT ORDER  -  SECOND    CLASS 0
 GC0662
 GC0662.The horizontal coordinates were scaled from a topographic map and have
 GC0662.an estimated accuracy of +/- 6 seconds.
 GC0662
 GC0662.The orthometric height was determined by differential leveling
 GC0662.and adjusted by the National Geodetic Survey in June 1991..
 GC0662
 GC0662.The geoid height was determined by GEOID03.
 GC0662
 GC0662.The dynamic height is computed by dividing the NAVD 88
 GC0662.geopotential number by the normal gravity value computed on the
 GC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0662.degrees latitude (g = 980.6199 gals.).
 GC0662
 GC0662.The modeled gravity was interpolated from observed gravity values.
 GC0662
 GC0662;                    North         East    Units  Estimated Accuracy
 GC0662;SPC TN       -   203,270.      528,420.      MT  (+/- 180 meters Scaled)
 GC0662
 GC0662                          SUPERSEDED SURVEY CONTROL
 GC0662
 GC0662  NGVD 29 (??/??/92)  138.329  (m)          453.83   (f) ADJ UNCH    2 0
 GC0662
 GC0662.Superseded values are not recommended for survey control.
 GC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0662.See file dsdata.txt to determine how the superseded data were derived.
 GC0662
 GC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF183020(NAD 83)
 GC0662_MARKER: DR = REFERENCE MARK DISK
 GC0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0662_SP_SET: SIDEWALK
 GC0662_STAMPING: HEAD NO 2 1959
 GC0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0662
 GC0662  HISTORY     - Date     Condition        Report By
 GC0662  HISTORY     - 1959     MONUMENTED       CGS
 GC0662  HISTORY     - 1960     GOOD             NGS
 GC0662
 GC0662                          STATION DESCRIPTION
 GC0662
 GC0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0662'AT NASHVILLE.
 GC0662'THIS MARK IS LOCATED AT THE HEAD 1959 STATION SITE, 35.4 FT.
 GC0662'SOUTHWEST OF THE STATION MARK, 26 FT. SOUTH OF THE CENTER OF
 GC0662'JO JOHNSON AVENUE, 4 FT. NORTH OF THE NORTHWEST CORNER OF A
 GC0662'FENCE AND 1 FT. SOUTH OF THE NORTH EDGE OF THE SIDEWALK, DRILLED
 GC0662'IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1089 ***********************************************************************
 FE1089  DESIGNATION -  HEBRON
 FE1089  PID         -  FE1089
 FE1089  STATE/COUNTY-  TN/FAYETTE
 FE1089  USGS QUAD   -  STANTON (1983)
 FE1089
 FE1089                         *CURRENT SURVEY CONTROL
 FE1089  ___________________________________________________________________
 FE1089* NAD 83(1995)-  35 23 33.58977(N)    089 24 31.36409(W)     ADJUSTED  
 FE1089* NAVD 88     -       109.659  (meters)     359.77   (feet)  ADJUSTED  
 FE1089  ___________________________________________________________________
 FE1089  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FE1089  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1089  DYNAMIC HT  -         109.561 (meters)     359.45  (feet)  COMP
 FE1089  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FE1089
 FE1089  HORZ ORDER  -  THIRD
 FE1089  VERT ORDER  -  SECOND    CLASS 0
 FE1089
 FE1089.The horizontal coordinates were established by classical geodetic methods
 FE1089.and adjusted by the National Geodetic Survey in April 1999..
 FE1089
 FE1089.The orthometric height was determined by differential leveling
 FE1089.and adjusted by the National Geodetic Survey in June 1991..
 FE1089
 FE1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1089
 FE1089.The geoid height was determined by GEOID03.
 FE1089
 FE1089.The dynamic height is computed by dividing the NAVD 88
 FE1089.geopotential number by the normal gravity value computed on the
 FE1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1089.degrees latitude (g = 980.6199 gals.).
 FE1089
 FE1089.The modeled gravity was interpolated from observed gravity values.
 FE1089
 FE1089;                    North         East     Units Scale Factor Converg.
 FE1089;SPC TN       -   122,924.799   290,388.183   MT  0.99997789   -1 59 44.1
 FE1089;SPC TN       -   403,295.78    952,715.23   sFT  0.99997789   -1 59 44.1
 FE1089;UTM  16      - 3,919,253.635   281,234.804   MT  1.00018982   -1 23 44.2
 FE1089
 FE1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1089!SPC TN       -   0.99998712  x   0.99997789  =   0.99996501
 FE1089!UTM  16      -   0.99998712  x   1.00018982  =   1.00017694
 FE1089
 FE1089:                Primary Azimuth Mark                     Grid Az
 FE1089:SPC TN       -  STANTON MUNICIPAL TANK                   007 13 50.0
 FE1089:UTM  16      -  STANTON MUNICIPAL TANK                   006 37 50.1
 FE1089
 FE1089|---------------------------------------------------------------------|
 FE1089| PID    Reference Object                     Distance      Geod. Az  |
 FE1089|                                                           dddmmss.s |
 FE1089| FE2517 STANTON MUNICIPAL TANK              APPROX. 7.9 KM 0051405.9 |
 FE1089| FE1090 HEBRON RM 1                          23.516 METERS 10623     |
 FE1089| FE1088 HEBRON RM 2                          32.769 METERS 19631     |
 FE1089| FE1087 HEBRON AZ MK                        299.844 METERS 30302     |
 FE1089|---------------------------------------------------------------------|
 FE1089
 FE1089                          SUPERSEDED SURVEY CONTROL
 FE1089
 FE1089  NAD 83(1995)-  35 23 33.59536(N)    089 24 31.36556(W) AD(       ) 3
 FE1089  NAD 83(1986)-  35 23 33.60164(N)    089 24 31.36462(W) AD(       ) 3
 FE1089  NAD 27      -  35 23 33.30340(N)    089 24 31.10290(W) AD(       ) 3
 FE1089  NGVD 29 (??/??/??)  109.648  (m)          359.74   (f) ADJUSTED    2 0
 FE1089
 FE1089.Superseded values are not recommended for survey control.
 FE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1089.See file dsdata.txt to determine how the superseded data were derived.
 FE1089
 FE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8123519254(NAD 83)
 FE1089_MARKER: DS = TRIANGULATION STATION DISK
 FE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1089_STAMPING: HEBRON 1958
 FE1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1089+STABILITY: SURFACE MOTION
 FE1089
 FE1089  HISTORY     - Date     Condition        Report By
 FE1089  HISTORY     - 1958     MONUMENTED       CGS
 FE1089  HISTORY     - 1959     GOOD             CGS
 FE1089  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1089
 FE1089                          STATION DESCRIPTION
 FE1089
 FE1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1089'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF MASON AND
 FE1089'ABOUT 5 MILES SOUTH OF STANTON. IT IS 91 FEET NORTHWEST OF
 FE1089'THE NORTHWEST CORNER OF A FRAME FARM HOUSE, 17 FEET NORTHEAST OF A
 FE1089'12-INCH CEDAR TREE IN A FENCE LINE AND 14 FEET EAST OF A FENCE.
 FE1089'THE MARK IS SET FLUSH AND IS STAMPED HEBRON 1958.
 FE1089'
 FE1089'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE NORTH SIDE OF THE FARM
 FE1089'HOUSE AND 8 FEET SOUTHEAST OF AN ELECTRIC PRESSURE PUMP. THE MARK
 FE1089'IS SET FLUSH AND IS STAMPED HEBRON NO 1 1958.
 FE1089'
 FE1089'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 20
 FE1089'FEET WEST OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A FENCE.
 FE1089'THE MARK IS SET FLUSH AND IS STAMPED HEBRON NO 2 1958.
 FE1089'
 FE1089'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF A 24-INCH OAK TREE, 33 FEET
 FE1089'EAST OF THE CENTER OF A GRAVELED ROAD AND 4 FEET SOUTHEAST OF A
 FE1089'THREE-WAY FENCE CORNER. THE MARK IS SET FLUSH AND IS STAMPED HEBRON
 FE1089'1958.
 FE1089'
 FE1089'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, GO WEST ON
 FE1089'OILED STREET FOR 0.15 MILE TO A T ROAD, TURN LEFT, CROSSING
 FE1089'RAILROAD TRACKS AND GO SOUTH ON OILED ROAD FOR 1.3 MILES TO POINT
 FE1089'WHERE PAVEMENT TURNS LEFT AND A DIRT ROAD CONTINUES STRAIGHT
 FE1089'AHEAD, TURN LEFT AND FOLLOW PAVEMENT FOR 7.9 MILES TO A SIDE ROAD
 FE1089'RIGHT JUST BEFORE REACHING A SMALL BRIDGE, TURN RIGHT AND GO WEST ON
 FE1089'DIRT ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 FE1089'AHEAD, WEST, ON DIRT ROAD FOR 2.3 MILES TO A T ROAD, TURN RIGHT AND
 FE1089'GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A MAIL BOX (LETTERED R.E.
 FE1089'PERRY) AND DRIVEWAY RIGHT*, TURN RIGHT AND GO EAST FOR 0.15 MILE
 FE1089'TO FARM HOUSE AND STATION AS DESCRIBED.
 FE1089'
 FE1089'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 FE1089'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 FE1089'
 FE1089'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1089
 FE1089                          STATION RECOVERY (1959)
 FE1089
 FE1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1089'13.5 MI ESE FROM BRADEN.
 FE1089'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1089'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1089'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1089'MILE NORTHEAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A
 FE1089'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 FE1089'MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE
 FE1089'1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND
 FE1089'0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES EAST,
 FE1089'THENCE 0.15 MILE SOUTH, THENCE 0.15 MILE EAST ALONG A PRIVATE
 FE1089'ROAD.  THE MARK IS 91 FEET NORTHWEST OF THE NORTHWEST CORNER
 FE1089'OF A FRAME FARM HOUSE, 17 FEET NORTHEAST OF A 12-INCH CEDAR
 FE1089'TREE IN A FENCE LINE AND 14 FEET EAST OF A FENCE.  IT IS SET
 FE1089'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1089
 FE1089                          STATION RECOVERY (2002)
 FE1089
 FE1089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1089'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1087 ***********************************************************************
 FE1087  DESIGNATION -  HEBRON AZ MK
 FE1087  PID         -  FE1087
 FE1087  STATE/COUNTY-  TN/FAYETTE
 FE1087  USGS QUAD   -  STANTON (1983)
 FE1087
 FE1087                         *CURRENT SURVEY CONTROL
 FE1087  ___________________________________________________________________
 FE1087* NAD 83(1995)-  35 23 38.89375(N)    089 24 41.32490(W)     ADJUSTED  
 FE1087* NAVD 88     -       104.746  (meters)     343.65   (feet)  ADJUSTED  
 FE1087  ___________________________________________________________________
 FE1087  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 FE1087  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1087  DYNAMIC HT  -         104.652 (meters)     343.35  (feet)  COMP
 FE1087  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FE1087
 FE1087  HORZ ORDER  -  SECOND
 FE1087  VERT ORDER  -  SECOND    CLASS 0
 FE1087
 FE1087.The horizontal coordinates were established by classical geodetic methods
 FE1087.and adjusted by the National Geodetic Survey in April 1999..
 FE1087
 FE1087.The orthometric height was determined by differential leveling
 FE1087.and adjusted by the National Geodetic Survey in June 1991..
 FE1087
 FE1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1087
 FE1087.The geoid height was determined by GEOID03.
 FE1087
 FE1087.The dynamic height is computed by dividing the NAVD 88
 FE1087.geopotential number by the normal gravity value computed on the
 FE1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1087.degrees latitude (g = 980.6199 gals.).
 FE1087
 FE1087.The modeled gravity was interpolated from observed gravity values.
 FE1087
 FE1087;                    North         East     Units Scale Factor Converg.
 FE1087;SPC TN       -   123,096.916   290,142.666   MT  0.99997769   -1 59 50.0
 FE1087;SPC TN       -   403,860.47    951,909.73   sFT  0.99997769   -1 59 50.0
 FE1087;UTM  16      - 3,919,423.207   280,987.446   MT  1.00019115   -1 23 50.2
 FE1087
 FE1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1087!SPC TN       -   0.99998789  x   0.99997769  =   0.99996558
 FE1087!UTM  16      -   0.99998789  x   1.00019115  =   1.00017904
 FE1087
 FE1087                          SUPERSEDED SURVEY CONTROL
 FE1087
 FE1087  NAD 83(1995)-  35 23 38.89933(N)    089 24 41.32638(W) AD(       ) 2
 FE1087  NAD 83(1986)-  35 23 38.90560(N)    089 24 41.32538(W) AD(       ) 2
 FE1087  NAD 27      -  35 23 38.60760(N)    089 24 41.06350(W) AD(       ) 2
 FE1087  NGVD 29 (??/??/??)  104.735  (m)          343.62   (f) ADJUSTED    2 0
 FE1087
 FE1087.Superseded values are not recommended for survey control.
 FE1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1087.See file dsdata.txt to determine how the superseded data were derived.
 FE1087
 FE1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8098719423(NAD 83)
 FE1087_MARKER: DZ = AZIMUTH MARK DISK
 FE1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1087_STAMPING: HEBRON 1958
 FE1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1087+STABILITY: SURFACE MOTION
 FE1087
 FE1087  HISTORY     - Date     Condition        Report By
 FE1087  HISTORY     - 1958     MONUMENTED       CGS
 FE1087  HISTORY     - 1959     GOOD             CGS
 FE1087  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1087
 FE1087                          STATION DESCRIPTION
 FE1087
 FE1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1087'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF A 24-INCH OAK TREE, 33 FEET
 FE1087'EAST OF THE CENTER OF A GRAVELED ROAD AND 4 FEET SOUTHEAST OF A
 FE1087'THREE-WAY FENCE CORNER. THE MARK IS SET FLUSH AND IS STAMPED HEBRON
 FE1087'1958.
 FE1087'
 FE1087'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, GO WEST ON
 FE1087'OILED STREET FOR 0.15 MILE TO A T ROAD, TURN LEFT, CROSSING
 FE1087'RAILROAD TRACKS AND GO SOUTH ON OILED ROAD FOR 1.3 MILES TO POINT
 FE1087'WHERE PAVEMENT TURNS LEFT AND A DIRT ROAD CONTINUES STRAIGHT
 FE1087'AHEAD, TURN LEFT AND FOLLOW PAVEMENT FOR 7.9 MILES TO A SIDE ROAD
 FE1087'RIGHT JUST BEFORE REACHING A SMALL BRIDGE, TURN RIGHT AND GO WEST ON
 FE1087'DIRT ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 FE1087'AHEAD, WEST, ON DIRT ROAD FOR 2.3 MILES TO A T ROAD, TURN RIGHT AND
 FE1087'GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A MAIL BOX (LETTERED R.E.
 FE1087'PERRY) AND DRIVEWAY RIGHT.  CONTINUE NORTH ON
 FE1087'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 FE1087
 FE1087                          STATION RECOVERY (1959)
 FE1087
 FE1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1087'13.2 MI ESE FROM BRADEN.
 FE1087'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1087'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1087'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1087'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT
 FE1087'ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE
 FE1087'NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.45
 FE1087'MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.65
 FE1087'MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES EAST, 171
 FE1087'FT. SOUTHEAST OF THE CENTER LINE OF A T JUNCTION 35 FT. EAST
 FE1087'OF THE CENTER LINE OF A GRAVEL ROAD, 3 FT. EAST OF THE NORTH-SOUTH
 FE1087'FENCE, 3 FT. SOUTH OF THE EAST-WEST FENCE, A C AND GS DISK SET
 FE1087'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT 4 FT.
 FE1087'BELOW THE LEVEL OF THE ROAD.
 FE1087
 FE1087                          STATION RECOVERY (2002)
 FE1087
 FE1087'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1087'MONUMENT LOCATED ON N EDGE OF DIRT FILL FOR NOW ABANDONED GAS STATION.
 FE1087'MONUMENT POSSIBLY STILL EXISTS BUT IS COVERED BY APPROX. 5 FT OF DIRT.
 FE1087' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1090 ***********************************************************************
 FE1090  DESIGNATION -  HEBRON RM 1
 FE1090  PID         -  FE1090
 FE1090  STATE/COUNTY-  TN/FAYETTE
 FE1090  USGS QUAD   -  STANTON (1983)
 FE1090
 FE1090                         *CURRENT SURVEY CONTROL
 FE1090  ___________________________________________________________________
 FE1090* NAD 83(1986)-  35 23 32.     (N)    089 24 30.     (W)     SCALED    
 FE1090* NAVD 88     -       109.905  (meters)     360.58   (feet)  ADJUSTED  
 FE1090  ___________________________________________________________________
 FE1090  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1090  DYNAMIC HT  -         109.807 (meters)     360.26  (feet)  COMP
 FE1090  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FE1090
 FE1090  VERT ORDER  -  SECOND    CLASS 0
 FE1090
 FE1090.The horizontal coordinates were scaled from a topographic map and have
 FE1090.an estimated accuracy of +/- 6 seconds.
 FE1090
 FE1090.The orthometric height was determined by differential leveling
 FE1090.and adjusted by the National Geodetic Survey in June 1991..
 FE1090
 FE1090.The geoid height was determined by GEOID03.
 FE1090
 FE1090.The dynamic height is computed by dividing the NAVD 88
 FE1090.geopotential number by the normal gravity value computed on the
 FE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1090.degrees latitude (g = 980.6199 gals.).
 FE1090
 FE1090.The modeled gravity was interpolated from observed gravity values.
 FE1090
 FE1090;                    North         East    Units  Estimated Accuracy
 FE1090;SPC TN       -   122,880.      290,420.      MT  (+/- 180 meters Scaled)
 FE1090
 FE1090                          SUPERSEDED SURVEY CONTROL
 FE1090
 FE1090  NGVD 29 (??/??/??)  109.894  (m)          360.54   (f) ADJUSTED    2 0
 FE1090
 FE1090.Superseded values are not recommended for survey control.
 FE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1090.See file dsdata.txt to determine how the superseded data were derived.
 FE1090
 FE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE812192(NAD 83)
 FE1090_MARKER: DR = REFERENCE MARK DISK
 FE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1090_STAMPING: HEBRON NO 1 1958
 FE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1090+STABILITY: SURFACE MOTION
 FE1090
 FE1090  HISTORY     - Date     Condition        Report By
 FE1090  HISTORY     - 1958     MONUMENTED       CGS
 FE1090  HISTORY     - 1959     GOOD             CGS
 FE1090  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1090
 FE1090                          STATION DESCRIPTION
 FE1090
 FE1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1090'13.5 MI ESE FROM BRADEN.
 FE1090'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1090'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1090'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1090'MILE NORTHEAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A
 FE1090'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 FE1090'MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE
 FE1090'1.45 MILIES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST,
 FE1090'AND 0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES
 FE1090'EAST, THENCE 0.15 MILE EAST ALONG A PRIVATE ROAD.  THE MARK
 FE1090'IS 53 FEET NORTH OF THE NORTH SIDE OF THE FARM HOUSE AND 8
 FE1090'FEET SOUTHEAST OF AN ELECTRIC PRESSURE PUMP.  THE MARK IS
 FE1090'SET FLUSH WITH THE SURFACE OF THE GROUND.  THIS MARK IS 77
 FE1090'FEET EAST OF THE STATION MARK.
 FE1090
 FE1090                          STATION RECOVERY (2002)
 FE1090
 FE1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1090'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1088 ***********************************************************************
 FE1088  DESIGNATION -  HEBRON RM 2
 FE1088  PID         -  FE1088
 FE1088  STATE/COUNTY-  TN/FAYETTE
 FE1088  USGS QUAD   -  STANTON (1983)
 FE1088
 FE1088                         *CURRENT SURVEY CONTROL
 FE1088  ___________________________________________________________________
 FE1088* NAD 83(1986)-  35 23 31.     (N)    089 24 30.     (W)     SCALED    
 FE1088* NAVD 88     -       109.901  (meters)     360.57   (feet)  ADJUSTED  
 FE1088  ___________________________________________________________________
 FE1088  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1088  DYNAMIC HT  -         109.803 (meters)     360.25  (feet)  COMP
 FE1088  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 FE1088
 FE1088  VERT ORDER  -  SECOND    CLASS 0
 FE1088
 FE1088.The horizontal coordinates were scaled from a topographic map and have
 FE1088.an estimated accuracy of +/- 6 seconds.
 FE1088
 FE1088.The orthometric height was determined by differential leveling
 FE1088.and adjusted by the National Geodetic Survey in June 1991..
 FE1088
 FE1088.The geoid height was determined by GEOID03.
 FE1088
 FE1088.The dynamic height is computed by dividing the NAVD 88
 FE1088.geopotential number by the normal gravity value computed on the
 FE1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1088.degrees latitude (g = 980.6199 gals.).
 FE1088
 FE1088.The modeled gravity was interpolated from observed gravity values.
 FE1088
 FE1088;                    North         East    Units  Estimated Accuracy
 FE1088;SPC TN       -   122,840.      290,420.      MT  (+/- 180 meters Scaled)
 FE1088
 FE1088                          SUPERSEDED SURVEY CONTROL
 FE1088
 FE1088  NGVD 29 (??/??/??)  109.890  (m)          360.53   (f) ADJUSTED    2 0
 FE1088
 FE1088.Superseded values are not recommended for survey control.
 FE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1088.See file dsdata.txt to determine how the superseded data were derived.
 FE1088
 FE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE812191(NAD 83)
 FE1088_MARKER: DR = REFERENCE MARK DISK
 FE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1088_STAMPING: HEBRON NO 2 1958
 FE1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1088+STABILITY: SURFACE MOTION
 FE1088
 FE1088  HISTORY     - Date     Condition        Report By
 FE1088  HISTORY     - 1958     MONUMENTED       CGS
 FE1088  HISTORY     - 1959     GOOD             CGS
 FE1088  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1088
 FE1088                          STATION DESCRIPTION
 FE1088
 FE1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1088'13.5 MI ESE FROM BRADEN.
 FE1088'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1088'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1088'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1088'MILE NORTHEAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A
 FE1088'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 FE1088'MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE
 FE1088'1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST,
 FE1088'AND 0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES
 FE1088'EAST, THENCE 0.15 MILE SOUTH, THENCE 0.15 MILE EAST ALONG A
 FE1088'PRIVATE ROAD.  THE MARK IS 107 FEET SOUTH OF THE STATION MARK,
 FE1088'13 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND 1 FOOT EAST
 FE1088'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 FE1088'SURFACE OF THE GROUND.
 FE1088
 FE1088                          STATION RECOVERY (2002)
 FE1088
 FE1088'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1088'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0019 ***********************************************************************
 FE0019  CBN         -  This is a Cooperative Base Network Control Station.
 FE0019  DESIGNATION -  HEDGE
 FE0019  PID         -  FE0019
 FE0019  STATE/COUNTY-  TN/HENDERSON
 FE0019  USGS QUAD   -  HOLLADAY (1987)
 FE0019
 FE0019                         *CURRENT SURVEY CONTROL
 FE0019  ___________________________________________________________________
 FE0019* NAD 83(1995)-  35 48 46.20519(N)    088 12 24.61682(W)     ADJUSTED  
 FE0019* NAVD 88     -       176.499  (meters)     579.06   (feet)  ADJUSTED  
 FE0019  ___________________________________________________________________
 FE0019  X           -     162,036.576 (meters)                     COMP
 FE0019  Y           -  -5,175,762.494 (meters)                     COMP
 FE0019  Z           -   3,711,457.400 (meters)                     COMP
 FE0019  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FE0019  ELLIP HEIGHT-         148.28  (meters)          (08/03/04) GPS OBS
 FE0019  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0019  DYNAMIC HT  -         176.344 (meters)     578.56  (feet)  COMP
 FE0019  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE0019
 FE0019  HORZ ORDER  -  A
 FE0019  VERT ORDER  -  SECOND    CLASS 0
 FE0019  ELLP ORDER  -  FOURTH    CLASS I
 FE0019
 FE0019.The horizontal coordinates were established by GPS observations
 FE0019.and adjusted by the National Geodetic Survey in August 2004..
 FE0019
 FE0019.The orthometric height was determined by differential leveling
 FE0019.and adjusted by the National Geodetic Survey in June 1991..
 FE0019
 FE0019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0019
 FE0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0019
 FE0019.The ellipsoidal height was determined by GPS observations
 FE0019.and is referenced to NAD 83.
 FE0019
 FE0019.The geoid height was determined by GEOID03.
 FE0019
 FE0019.The dynamic height is computed by dividing the NAVD 88
 FE0019.geopotential number by the normal gravity value computed on the
 FE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0019.degrees latitude (g = 980.6199 gals.).
 FE0019
 FE0019.The modeled gravity was interpolated from observed gravity values.
 FE0019
 FE0019;                    North         East     Units Scale Factor Converg.
 FE0019;SPC TN       -   166,397.602   400,581.421   MT  0.99994847   -1 17 31.1
 FE0019;SPC TN       -   545,922.80  1,314,240.88   sFT  0.99994847   -1 17 31.1
 FE0019;UTM  16      - 3,963,861.362   390,971.563   MT  0.99974648   -0 42 22.5
 FE0019
 FE0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0019!SPC TN       -   0.99997673  x   0.99994847  =   0.99992520
 FE0019!UTM  16      -   0.99997673  x   0.99974648  =   0.99972321
 FE0019
 FE0019|---------------------------------------------------------------------|
 FE0019| PID    Reference Object                     Distance      Geod. Az  |
 FE0019|                                                           dddmmss.s |
 FE0019| FE0022 HEDGE RM 1                           22.520 METERS 05935     |
 FE0019| FE0018 HEDGE RM 2                           21.882 METERS 13407     |
 FE0019| FE0014 TRACE                               APPROX. 4.2 KM 2773047.7 |
 FE0019|---------------------------------------------------------------------|
 FE0019
 FE0019                          SUPERSEDED SURVEY CONTROL
 FE0019
 FE0019  NAD 83(1995)-  35 48 46.20969(N)    088 12 24.61158(W) AD(       ) 2
 FE0019  NAD 83(1995)-  35 48 46.21162(N)    088 12 24.61741(W) AD(       ) 2
 FE0019  NAD 83(1986)-  35 48 46.21984(N)    088 12 24.61208(W) AD(       ) 2
 FE0019  NAD 27      -  35 48 45.98790(N)    088 12 24.46410(W) AD(       ) 2
 FE0019  NAVD 88 (08/03/04)  176.50   (m)          579.1    (f) LEVELING    3  
 FE0019  NGVD 29 (??/??/??)  176.519  (m)          579.13   (f) ADJUSTED    2 0
 FE0019
 FE0019.Superseded values are not recommended for survey control.
 FE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0019.See file dsdata.txt to determine how the superseded data were derived.
 FE0019
 FE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9097263861(NAD 83)
 FE0019_MARKER: DE = TRAVERSE STATION DISK
 FE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0019_STAMPING: HEDGE 1959
 FE0019_MARK LOGO: CGS   
 FE0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0019+STABILITY: SURFACE MOTION
 FE0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0019+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0019
 FE0019  HISTORY     - Date     Condition        Report By
 FE0019  HISTORY     - 1959     MONUMENTED       CGS
 FE0019  HISTORY     - 1972     GOOD             TVA
 FE0019  HISTORY     - 1975     GOOD             NGS
 FE0019  HISTORY     - 1975     GOOD             NGS
 FE0019  HISTORY     - 1975     GOOD             NGS
 FE0019  HISTORY     - 20031010 GOOD             TNDT
 FE0019
 FE0019                          STATION DESCRIPTION
 FE0019
 FE0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0019'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF CAMDEN,
 FE0019'ABOUT 12 MILES NORTH-NORTHWEST OF PARSONS, ABOUT 1 MILE SOUTH OF
 FE0019'SMALL VILLAGE OF SHILOH, 36 FEET WEST OF THE CENTER OF THE GRAVELED
 FE0019'ROAD AND 6 FEET SOUTH OF A WITNESS SIGN. THE MARK IS A STANDARD
 FE0019'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FE0019'SURFACE OF THE GROUND AND IS STAMPED HEDGE 1959.
 FE0019'
 FE0019'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0019'BELOW THE SURFACE OF THE GROUND AND IS STAMPED HEDGE 1959.
 FE0019'
 FE0019'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO SOUTH ON
 FE0019'STATE HIGHWAY NO. 69 FOR 1.35 MILES TO A SIGN NATCHEZ TRACE
 FE0019'STATE PARK AND A SIDE ROAD ON THE RIGHT JUST AFTER PASSING UNDER AN
 FE0019'OVERPASS, TURN RIGHT AND GO SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE
 FE0019'THE RIGHT FORK OR STRAIGHT AND GO SOUTHWEST FOR 8.8 MILES TO A SIGN
 FE0019'NATCHEZ TRACE STATE PARK 16 MILES AND A SIDE ROAD ON THE LEFT,
 FE0019'TURN LEFT AND GO SOUTH FOR 2.35 MILES TO THE END OF THE PAVEMENT AND
 FE0019'A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 4.55 MILES TO A
 FE0019'SIGN WORLDS LARGEST PECAN TREE, CONTINUE SOUTHWEST FOR 1.7 MILES
 FE0019'TO A SIDE ROAD ON THE LEFT AND A POST MARKED US TVA 103-107, TURN
 FE0019'LEFT AND GO SOUTHEAST FOR 2.1 MILES TO A FORK, TAKE THE RIGHT FORK
 FE0019'AND GO SOUTH FOR 0.15 MILE TO A STORE ON THE LEFT IN THE SMALL
 FE0019'VILLAGE OF SHILOH, CONTINUE SOUTH FOR 0.05 MILE TO A FORK, TAKE
 FE0019'THE LEFT FORK OR STRAIGHT AHEAD AND GO SOUTH FOR 1.4 MILES TO THE
 FE0019'STATION ON THE RIGHT AS DESCRIBED.
 FE0019'
 FE0019'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE GRAVELED
 FE0019'ROAD AND 11 FEET NORTH OF A PIPE LINE POST. THE MARK IS SET FLUSH
 FE0019'WITH THE SURFACE OF THE GROUND AND IS STAMPED HEDGE NO 1 1959.
 FE0019'
 FE0019'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE CENTER OF THE GRAVELED
 FE0019'ROAD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0019'STAMPED HEDGE NO 2 1959.
 FE0019'
 FE0019'NO SUTIABLE LOCATION FOR AN AZIMUTH MARK.
 FE0019'
 FE0019'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FE0019
 FE0019                          STATION RECOVERY (1972)
 FE0019
 FE0019'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE0019'CONDITION OF POINT WHEN FOUND GOOD.
 FE0019'
 FE0019'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HEDGE STATION MARK
 FE0019'1959 USC AND GS.
 FE0019'
 FE0019'SEE ORIGINAL DESCRIPTION.
 FE0019'
 FE0019'ADD TO DESCRIPTION 15.0 FT. S 70 E. OF POWER POLE.
 FE0019'68.0 FT. S 65 W. OF GASE LINE POST SIGN.
 FE0019'NO. 487 (MID-VALLEY PIPELINE, CO.).
 FE0019'
 FE0019'POST AND SIGN SET AT MON.
 FE0019'
 FE0019'HEDGE RM NO 1-CONDITION OF POINT WHEN FOUND BROKEN,
 FE0019'LAYING ON TOP OF GROUND.
 FE0019'
 FE0019'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HEDGE NO. 1 1959
 FE0019'USC AND GS.
 FE0019'
 FE0019'DESTROYED.  GRADED OUT, FOUND LAYING ON TOP OF GROUND BROKEN.
 FE0019'
 FE0019'HEDGE RM NO 2-CONDITION OF POINT WHEN FOUND BROKEN
 FE0019'LAYING ON TOP OF GROUND.
 FE0019'
 FE0019'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HEDGE NO 2 1959
 FE0019'USC AND GS.
 FE0019'
 FE0019'DESTROYED.  GRADED OUT.
 FE0019'
 FE0019'DISTANCE AND DIRECTION FROM NEAREST TOWN 17.0 MI. S.S.W. OF CAMDEN.
 FE0019
 FE0019                          STATION RECOVERY (1975)
 FE0019
 FE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE0019'THE STATION MARK WAS FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS
 FE0019'WERE FOUND DESTROYED BY GRADING.  REFERENCE MARKS 3 AND 4 WERE SET
 FE0019'TO HELP IN FUTURE RECOVERY OF THE STATION.  THERE IS NO SITE
 FE0019'AVAILABLE TO SET AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 FE0019'
 FE0019'THE STATION IS 32 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE0019'6 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A METAL
 FE0019'WITNESS POST, 15 FEET EAST OF A POWER POLE AND 68 FEET SOUTHWEST OF
 FE0019'A GAS LINE POST AND SIGN 487.  THE MONUMENT IS FLUSH AND THE DISK
 FE0019'IS STAMPED HEDGE 1959.
 FE0019'
 FE0019'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FE0019'STATE HIGHWAY 22 JUST NORTHWEST OF WILDERSVILLE, GO EAST ON HIGHWAY
 FE0019'40 FOR 10.7 MILES TO A OVERPASS.  FROM THE OVERPASS, GO SOUTH ON
 FE0019'GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FE0019'
 FE0019'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0019'HEDGE 1959 NO 3 1975, PROJECTING 3 INCHES, 26 FEET EAST OF THE
 FE0019'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF THE PIPELINE SIGN POST,
 FE0019'AND 53 FEET NORTHWEST OF A 14 INCH OAK TREE.
 FE0019'
 FE0019'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0019'HEDGE 1959 NO 4 1975, PROJECTING 3 INCHES, 31 FEET NORTHWEST OF A
 FE0019'TRIPLE TRUNK OAK TREE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD
 FE0019'AND 6 INCHES NORTH OF A METAL WITNESS POST.
 FE0019'
 FE0019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 FE0019'EAST OF WILDERSVILLE.
 FE0019'
 FE0019'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE0019
 FE0019                          STATION RECOVERY (1975)
 FE0019
 FE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE0019'17.8 MI SE FROM YUMA.
 FE0019'LOCATED 10.7 MILES EAST ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FE0019'WITH STATE HIGHWAY 22 JUST NORTH OF WILDERSVILLE TO AN OVERPASS,
 FE0019'THENCE SOUTH ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT, 32 FEET
 FE0019'WEST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A METAL WITNESS
 FE0019'POST, 15 FEET EAST OF A POWER POLE AND 68 FEET SOUTHWEST OF A GAS LINE
 FE0019'POST AND SIGN NUMBER 487, SET IN THE TOP OF A SQUARE CONCRETE POST
 FE0019'FLUSH WITH THE GROUND.
 FE0019
 FE0019                          STATION RECOVERY (1975)
 FE0019
 FE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE0019'DUE TO VARIOUS CHANGE A NEW DESCRIPTION FOLLOWS-- 10.7 MILES EAST
 FE0019'ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH STATE HIGHWAY 22
 FE0019'JUST NORTH OF WILDERSVILLE TO AN OVERPASS, THENCE SOUTH ALONG
 FE0019'GRAVELED ROAD TO THE MARK ON THE RIGHT, 32 FEET WEST OF THE
 FE0019'CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 FE0019'NORTH OF A METAL WITNESS POST, 15 FEET EAST OF A POWER POLE AND 68
 FE0019'FEET SOUTHWEST OF A GAS LINE POST AND SIGN 487, SET IN THE TOP OF A
 FE0019'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FE0019
 FE0019                          STATION RECOVERY (2003)
 FE0019
 FE0019'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0020 ***********************************************************************
 FE0020  DESIGNATION -  HEDGE RM 3
 FE0020  PID         -  FE0020
 FE0020  STATE/COUNTY-  TN/HENDERSON
 FE0020  USGS QUAD   -  HOLLADAY (1987)
 FE0020
 FE0020                         *CURRENT SURVEY CONTROL
 FE0020  ___________________________________________________________________
 FE0020* NAD 83(1986)-  35 48 45.     (N)    088 12 24.     (W)     SCALED    
 FE0020* NAVD 88     -       175.60   (+/-2cm)     576.1    (feet)  VERTCON   
 FE0020  ___________________________________________________________________
 FE0020  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0020
 FE0020  VERT ORDER  -  ? (See Below)
 FE0020
 FE0020.The horizontal coordinates were scaled from a topographic map and have
 FE0020.an estimated accuracy of +/- 6 seconds.
 FE0020
 FE0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0020.The vertical order pertains to the NGVD 29 superseded value.
 FE0020
 FE0020.The geoid height was determined by GEOID03.
 FE0020
 FE0020;                    North         East    Units  Estimated Accuracy
 FE0020;SPC TN       -   166,360.      400,600.      MT  (+/- 180 meters Scaled)
 FE0020
 FE0020                          SUPERSEDED SURVEY CONTROL
 FE0020
 FE0020  NGVD 29 (??/??/??)  175.624  (m)          576.19   (f) ADJUSTED    ?  
 FE0020
 FE0020.Superseded values are not recommended for survey control.
 FE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0020.See file dsdata.txt to determine how the superseded data were derived.
 FE0020
 FE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE909638(NAD 83)
 FE0020_MARKER: DR = REFERENCE MARK DISK
 FE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0020_SP_SET: ALUMINUM
 FE0020_STAMPING: HEDGE 1959 NO 3 1975
 FE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0020+STABILITY: SURFACE MOTION
 FE0020
 FE0020  HISTORY     - Date     Condition        Report By
 FE0020  HISTORY     - 1975     MONUMENTED       NGS
 FE0020
 FE0020                          STATION DESCRIPTION
 FE0020
 FE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0020'10 MI E FROM WILDERSVILLE.
 FE0020'10.7 MILE EAST ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FE0020'WITH STATE HIGHWAY 22, JUST NORTHWEST OF WILDERSVILLE, THENCE
 FE0020'SOUTH FROM OVERPASS ON GRAVELED ROAD FOR 0.15 MILE, 26 FEET EAST
 FE0020'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A GAS PIPELINE
 FE0020'SIGN POST 487, THE MONUMENT PROJECTS 3 INCHES AND IS A STANDARD
 FE0020'SCREW TYPE REFERENCE MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0021 ***********************************************************************
 FE0021  DESIGNATION -  HEDGE RM 4
 FE0021  PID         -  FE0021
 FE0021  STATE/COUNTY-  TN/HENDERSON
 FE0021  USGS QUAD   -  HOLLADAY (1987)
 FE0021
 FE0021                         *CURRENT SURVEY CONTROL
 FE0021  ___________________________________________________________________
 FE0021* NAD 83(1986)-  35 48 45.     (N)    088 12 24.     (W)     SCALED    
 FE0021* NAVD 88     -       176.09   (+/-2cm)     577.7    (feet)  VERTCON   
 FE0021  ___________________________________________________________________
 FE0021  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0021
 FE0021  VERT ORDER  -  ? (See Below)
 FE0021
 FE0021.The horizontal coordinates were scaled from a topographic map and have
 FE0021.an estimated accuracy of +/- 6 seconds.
 FE0021
 FE0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0021.The vertical order pertains to the NGVD 29 superseded value.
 FE0021
 FE0021.The geoid height was determined by GEOID03.
 FE0021
 FE0021;                    North         East    Units  Estimated Accuracy
 FE0021;SPC TN       -   166,360.      400,600.      MT  (+/- 180 meters Scaled)
 FE0021
 FE0021                          SUPERSEDED SURVEY CONTROL
 FE0021
 FE0021  NGVD 29 (??/??/??)  176.110  (m)          577.79   (f) ADJUSTED    ?  
 FE0021
 FE0021.Superseded values are not recommended for survey control.
 FE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0021.See file dsdata.txt to determine how the superseded data were derived.
 FE0021
 FE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE909638(NAD 83)
 FE0021_MARKER: DR = REFERENCE MARK DISK
 FE0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0021_SP_SET: ALUMINUM
 FE0021_STAMPING: HEDGE 1959 NO 4 1975
 FE0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0021+STABILITY: SURFACE MOTION
 FE0021
 FE0021  HISTORY     - Date     Condition        Report By
 FE0021  HISTORY     - 1975     MONUMENTED       NGS
 FE0021
 FE0021                          STATION DESCRIPTION
 FE0021
 FE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0021'10 MI E FROM WILDERSVILLE.
 FE0021'10.7 MILES EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FE0021'WITH STATE HIGHWAY 22 TO AN OVERPASS, THENCE SOUTH ON GRAVELED
 FE0021'ROAD FOR 0.15 MILE TO THE MARK, 31 FEET NORTHWEST OF A TRIPLE
 FE0021'TRUNK OAK TREE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FE0021'6 INCHES NORTH OF A METAL WITNESS POST, A STANDARD SCREW TYPE
 FE0021'REFERENCE MARK DISK PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1928 ***********************************************************************
 FB1928  DESIGNATION -  HEISKELL RESET
 FB1928  PID         -  FB1928
 FB1928  STATE/COUNTY-  TN/KNOX
 FB1928  USGS QUAD   -  KNOXVILLE (1978)
 FB1928
 FB1928                         *CURRENT SURVEY CONTROL
 FB1928  ___________________________________________________________________
 FB1928* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1928* NAVD 88     -       289.29   (meters)     949.1    (feet)  RESET     
 FB1928  ___________________________________________________________________
 FB1928  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1928
 FB1928  VERT ORDER  -  THIRD
 FB1928
 FB1928.The horizontal coordinates were scaled from a topographic map and have
 FB1928.an estimated accuracy of +/- 6 seconds.
 FB1928
 FB1928.The orthometric height was computed from unverified reset data.
 FB1928
 FB1928.The geoid height was determined by GEOID03.
 FB1928
 FB1928;                    North         East    Units  Estimated Accuracy
 FB1928;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1928
 FB1928                          SUPERSEDED SURVEY CONTROL
 FB1928
 FB1928.No superseded survey control is available for this station.
 FB1928
 FB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1928_MARKER: DE = TRAVERSE STATION DISK
 FB1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1928_STAMPING: HEISKELL 1960 1968
 FB1928_MARK LOGO: CGS   
 FB1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1928+STABILITY: SURFACE MOTION
 FB1928
 FB1928  HISTORY     - Date     Condition        Report By
 FB1928  HISTORY     - 1968     MONUMENTED       CGS
 FB1928  HISTORY     - 1982     GOOD             LOCENG
 FB1928
 FB1928                          STATION DESCRIPTION
 FB1928
 FB1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1928'IN KNOXVILLE.
 FB1928'THIS MARK IS AT THE HEISKELL 1960 1968 TRAVERSE STATION SITE,
 FB1928'2.2 MILES NORTHWESTERLY ALONG INTERSTATE ROUTE 75 FROM THE CLOVER
 FB1928'LEAF INTERCHANGE AT INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE
 FB1928'RIGHT ON THE EAST CENTRAL STREET EXIT FOR 0.2 MILE TO A SMALL
 FB1928'LANDSCAPED AREA ON THE RIGHT AND THE MARK AS DESCRIBED.  IT IS 64
 FB1928'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE EAST CENTRAL
 FB1928'STREET EXIT LANE, 62 FEET SOUTH OF A GUYED TELEPHONE POLE, 48.10
 FB1928'FEET SOUTHEAST OF REFERENCE MARK NO. 3, 45.94 FEET EAST OF
 FB1928'REFERENCE MARK NO. 2, 38 FEET NORTH-NORTHEAST OF THE NORTHWEST
 FB1928'CORNER OF A JOG IN THE RIGHT-OF-WAY FENCE, 29.79 FEET SOUTHWEST
 FB1928'OF REFERENCE MARK NO. 1, 4 FEET WEST OF A METAL WITNESS POST
 FB1928'AND SIGN, AND 3.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FB1928'IT IS A STANDARD TRAVERSE STATION MARK DISK SET IN THE TOP OF
 FB1928'A 12-INCH, ROUND, CLAY SOIL PIPE FILLED WITH CONCRETE AND
 FB1928'PROJECTING ABOUT 4 INCHES, AND THE DISK IS STAMPED HEISKELL 1960
 FB1928'1968.
 FB1928
 FB1928                          STATION RECOVERY (1982)
 FB1928
 FB1928'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1929 ***********************************************************************
 FB1929  DESIGNATION -  HEISKELL RM 1
 FB1929  PID         -  FB1929
 FB1929  STATE/COUNTY-  TN/KNOX
 FB1929  USGS QUAD   -  KNOXVILLE (1978)
 FB1929
 FB1929                         *CURRENT SURVEY CONTROL
 FB1929  ___________________________________________________________________
 FB1929* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1929* NAVD 88     -       289.608  (meters)     950.16   (feet)  ADJUSTED  
 FB1929  ___________________________________________________________________
 FB1929  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1929  DYNAMIC HT  -         289.339 (meters)     949.27  (feet)  COMP
 FB1929  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB1929
 FB1929  VERT ORDER  -  FIRST     CLASS I
 FB1929
 FB1929.The horizontal coordinates were scaled from a topographic map and have
 FB1929.an estimated accuracy of +/- 6 seconds.
 FB1929
 FB1929.The orthometric height was determined by differential leveling
 FB1929.and adjusted by the National Geodetic Survey in June 1991..
 FB1929
 FB1929.The geoid height was determined by GEOID03.
 FB1929
 FB1929.The dynamic height is computed by dividing the NAVD 88
 FB1929.geopotential number by the normal gravity value computed on the
 FB1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1929.degrees latitude (g = 980.6199 gals.).
 FB1929
 FB1929.The modeled gravity was interpolated from observed gravity values.
 FB1929
 FB1929;                    North         East    Units  Estimated Accuracy
 FB1929;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1929
 FB1929                          SUPERSEDED SURVEY CONTROL
 FB1929
 FB1929  NGVD 29 (??/??/92)  289.734  (m)          950.57   (f) ADJ UNCH    1 1
 FB1929
 FB1929.Superseded values are not recommended for survey control.
 FB1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1929.See file dsdata.txt to determine how the superseded data were derived.
 FB1929
 FB1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1929_MARKER: DR = REFERENCE MARK DISK
 FB1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1929_STAMPING: HEISKELL NO 1 1960
 FB1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1929+STABILITY: SURFACE MOTION
 FB1929
 FB1929  HISTORY     - Date     Condition        Report By
 FB1929  HISTORY     - 1960     MONUMENTED       CGS
 FB1929  HISTORY     - 1968     GOOD             NGS
 FB1929  HISTORY     - 1982     GOOD             LOCENG
 FB1929
 FB1929                          STATION DESCRIPTION
 FB1929
 FB1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1929'IN KNOXVILLE.
 FB1929'THIS MARK SHOWED SOME EVIDENCE OF HAVING BEEN STRUCK BY GRADING
 FB1929'EQUIPMENT, BUT WAS LEVEL AND FIRM IN THE GROUND.  A CHECK ON THE
 FB1929'ELEVATION FOR THE MARK WAS MADE THROUGH BENCH MARK HEISKELL R.M.
 FB1929'2 WHICH IS IN A HEAVY CONCRETE HEADWALL.  THE MARK IS AT THE
 FB1929'HEISKELL 1960 1968 TRAVERSE STATION SITE, 2.2 MILES NORTHWESTERLY
 FB1929'ALONG INTERSTATE ROUTE 75 FROM THE CLOVER LEAF INTERCHANGE AT
 FB1929'INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE RIGHT ON THE EAST
 FB1929'CENTRAL STREET EXIT FOR 0.2 MILE TO A SMALL LANDSCAPED AREA
 FB1929'ON THE RIGHT AND THE MARK AS DESCRIBED.  IT IS 72 FEET SOUTHEAST
 FB1929'OF THE APPROXIMATE CENTER OF THE EAST CENTRAL STREET EXIT LANE,
 FB1929'67 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A JOG IN THE
 FB1929'RIGHT-OF-WAY FENCE, 61.93 FEET EAST-NORTHEAST OF REFERENCE MARK
 FB1929'NO. 2, 51.85 FEET EAST OF REFERENCE MARK NO. 3, 48 FEET SOUTHEAST
 FB1929'OF A GUYED TELEPHONE POLE, 29.79 FEET NORTHEAST OF THE STATION
 FB1929'MARK, AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  IT IS A
 FB1929'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FB1929'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS
 FB1929'STAMPED HEISKELL NO 1 1960.
 FB1929
 FB1929                          STATION RECOVERY (1982)
 FB1929
 FB1929'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1926 ***********************************************************************
 FB1926  DESIGNATION -  HEISKELL RM 2
 FB1926  PID         -  FB1926
 FB1926  STATE/COUNTY-  TN/KNOX
 FB1926  USGS QUAD   -  KNOXVILLE (1978)
 FB1926
 FB1926                         *CURRENT SURVEY CONTROL
 FB1926  ___________________________________________________________________
 FB1926* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1926* NAVD 88     -       288.966  (meters)     948.05   (feet)  ADJUSTED  
 FB1926  ___________________________________________________________________
 FB1926  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1926  DYNAMIC HT  -         288.698 (meters)     947.17  (feet)  COMP
 FB1926  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB1926
 FB1926  VERT ORDER  -  FIRST     CLASS I
 FB1926
 FB1926.The horizontal coordinates were scaled from a topographic map and have
 FB1926.an estimated accuracy of +/- 6 seconds.
 FB1926
 FB1926.The orthometric height was determined by differential leveling
 FB1926.and adjusted by the National Geodetic Survey in June 1991..
 FB1926
 FB1926.The geoid height was determined by GEOID03.
 FB1926
 FB1926.The dynamic height is computed by dividing the NAVD 88
 FB1926.geopotential number by the normal gravity value computed on the
 FB1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1926.degrees latitude (g = 980.6199 gals.).
 FB1926
 FB1926.The modeled gravity was interpolated from observed gravity values.
 FB1926
 FB1926;                    North         East    Units  Estimated Accuracy
 FB1926;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1926
 FB1926                          SUPERSEDED SURVEY CONTROL
 FB1926
 FB1926  NGVD 29 (??/??/92)  289.092  (m)          948.46   (f) ADJ UNCH    1 1
 FB1926
 FB1926.Superseded values are not recommended for survey control.
 FB1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1926.See file dsdata.txt to determine how the superseded data were derived.
 FB1926
 FB1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1926_MARKER: DR = REFERENCE MARK DISK
 FB1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1926_SP_SET: CULVERT
 FB1926_STAMPING: HEISKELL NO 2 1960
 FB1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1926
 FB1926  HISTORY     - Date     Condition        Report By
 FB1926  HISTORY     - 1960     MONUMENTED       CGS
 FB1926  HISTORY     - 1968     GOOD             NGS
 FB1926  HISTORY     - 1982     GOOD             LOCENG
 FB1926
 FB1926                          STATION DESCRIPTION
 FB1926
 FB1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1926'IN KNOXVILLE.
 FB1926'THIS MARK IS AT THE HEISKELL 1960 1968 TRAVERSE STATION SITE,
 FB1926'2.2 MILES NORTHWESTERLY ALONG INTERSTATE ROUTE 75 FROM THE CLOVER
 FB1926'LEAF INTERCHANGE AT INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE
 FB1926'RIGHT ON THE EAST CENTRAL STREET EXIT FOR 0.2 OF A MILE TO A
 FB1926'SMALL LANDSCAPED AREA ON THE RIGHT AND THE MARK AS DESCRIBED.
 FB1926'IT IS 61.93 FEET WEST-SOUTHWEST OF REFERENCE MARK NO. 1, 56 FEET
 FB1926'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A JOG IN THE
 FB1926'RIGHT-OF-WAY FENCE, 52 FEET SOUTHWEST OF A GUYED TELEPHONE POLE,
 FB1926'45.94 FEET WEST OF THE STATION MARK, 22.93 FEET SOUTH-SOUTHWEST
 FB1926'OF REFERENCE MARK NO. 3, AND 18 FEET SOUTHEAST OF THE APPROXIMATE
 FB1926'CENTER OF THE EAST CENTRAL STREET EXIT LANE.  IT IS A STANDARD
 FB1926'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 FB1926'HEADWALL OF THE MOST SOUTHWESTERLY OF TWO CONCRETE CULVERTS
 FB1926'UNDER THE EXIT LANE, AND THE DISK IS STAMPED HEISKELL NO 2 1960.
 FB1926
 FB1926                          STATION RECOVERY (1982)
 FB1926
 FB1926'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1925 ***********************************************************************
 FB1925  DESIGNATION -  HEISKELL RM 3
 FB1925  PID         -  FB1925
 FB1925  STATE/COUNTY-  TN/KNOX
 FB1925  USGS QUAD   -  KNOXVILLE (1978)
 FB1925
 FB1925                         *CURRENT SURVEY CONTROL
 FB1925  ___________________________________________________________________
 FB1925* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1925* NAVD 88     -       289.15   (meters)     948.7    (feet)  RESET     
 FB1925  ___________________________________________________________________
 FB1925  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1925
 FB1925  VERT ORDER  -  THIRD
 FB1925
 FB1925.The horizontal coordinates were scaled from a topographic map and have
 FB1925.an estimated accuracy of +/- 6 seconds.
 FB1925
 FB1925.The orthometric height was computed from unverified reset data.
 FB1925
 FB1925.The geoid height was determined by GEOID03.
 FB1925
 FB1925;                    North         East    Units  Estimated Accuracy
 FB1925;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1925
 FB1925                          SUPERSEDED SURVEY CONTROL
 FB1925
 FB1925.No superseded survey control is available for this station.
 FB1925
 FB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1925_MARKER: DR = REFERENCE MARK DISK
 FB1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1925_SP_SET: CULVERT
 FB1925_STAMPING: HEISKELL 1960 NO 3 1968
 FB1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1925
 FB1925  HISTORY     - Date     Condition        Report By
 FB1925  HISTORY     - 1968     MONUMENTED       CGS
 FB1925  HISTORY     - 1982     GOOD             LOCENG
 FB1925
 FB1925                          STATION DESCRIPTION
 FB1925
 FB1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1925'IN KNOXVILLE.
 FB1925'THE MARK IS AT THE HEISKELL 1960 1968 TRAVERSE STATION SITE,
 FB1925'2.2 MILES NORTHWESTERLY ALONG INTERSTATE ROUTE 75 FROM THE CLOVER
 FB1925'LEAF INTERCHANGE AT INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE
 FB1925'RIGHT ON THE EAST CENTRAL STREET EXIT FOR 0.2 OF A MILE TO A
 FB1925'SMALL LANDSCAPED AREA ON THE RIGHT AND THE MARK AS DESCRIBED.
 FB1925'IT IS 71 FEET NORTH OF THE NORTHWEST CORNER OF A JOG IN THE
 FB1925'RIGHT-OF-WAY FENCE, 51.85 FEET WEST OF REFERENCE MARK NO. 1, 29
 FB1925'FEET SOUTHWEST OF A GUYED TELEPHONE POLE, 22.93 FEET NORTH-NORTHEAST
 FB1925'OF REFERENCE MARK NO. 2, AND 22 FEET SOUTHEAST OF THE APPROXIMATE
 FB1925'CENTER OF THE EAST CENTRAL STREET EXIT LANE.  IT IS A STANDARD
 FB1925'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 FB1925'HEADWALL OF THE MOST NORTHEASTERLY OF TWO CONCRETE CULVERTS
 FB1925'UNDER THE EXIT LANE, AND THE DISK IS STAMPED HEISKELL 1960 NO
 FB1925'3 1968.
 FB1925
 FB1925                          STATION RECOVERY (1982)
 FB1925
 FB1925'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2432 ***********************************************************************
 GB2432  DESIGNATION -  HELM
 GB2432  PID         -  GB2432
 GB2432  STATE/COUNTY-  TN/SMITH
 GB2432  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB2432
 GB2432                         *CURRENT SURVEY CONTROL
 GB2432  ___________________________________________________________________
 GB2432* NAD 83(1995)-  36 08 42.52119(N)    085 51 15.51576(W)     ADJUSTED  
 GB2432* NAVD 88     -       210.2    (meters)     690.     (feet)  VERTCON   
 GB2432  ___________________________________________________________________
 GB2432  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GB2432  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB2432
 GB2432  HORZ ORDER  -  SECOND
 GB2432
 GB2432.The horizontal coordinates were established by classical geodetic methods
 GB2432.and adjusted by the National Geodetic Survey in April 1999..
 GB2432
 GB2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2432
 GB2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2432
 GB2432.The geoid height was determined by GEOID03.
 GB2432
 GB2432;                    North         East     Units Scale Factor Converg.
 GB2432;SPC TN       -   201,029.829   613,111.352   MT  0.99996309   +0 05 07.1
 GB2432;SPC TN       -   659,545.36  2,011,516.16   sFT  0.99996309   +0 05 07.1
 GB2432;UTM  16      - 4,000,655.199   603,070.884   MT  0.99973090   +0 40 33.0
 GB2432
 GB2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2432!SPC TN       -   0.99997165  x   0.99996309  =   0.99993474
 GB2432!UTM  16      -   0.99997165  x   0.99973090  =   0.99970255
 GB2432
 GB2432|---------------------------------------------------------------------|
 GB2432| PID    Reference Object                     Distance      Geod. Az  |
 GB2432|                                                           dddmmss.s |
 GB2432| CG6030 HELM RM 1                             8.631 METERS 09929     |
 GB2432| CG6031 HELM RM 2                             6.371 METERS 18744     |
 GB2432| GB2431 CONGO                               APPROX. 1.3 KM 2713149.3 |
 GB2432|---------------------------------------------------------------------|
 GB2432
 GB2432                          SUPERSEDED SURVEY CONTROL
 GB2432
 GB2432  NAD 83(1995)-  36 08 42.52347(N)    085 51 15.51989(W) AD(       ) 2
 GB2432  NAD 83(1995)-  36 08 42.52313(N)    085 51 15.52038(W) AD(       ) 2
 GB2432  NAD 83(1986)-  36 08 42.53337(N)    085 51 15.51579(W) AD(       ) 2
 GB2432  NAD 27      -  36 08 42.31750(N)    085 51 15.57140(W) AD(       ) 2
 GB2432  NGVD 29 (07/19/86)  210.3    (m)          690.     (f) VERT ANG       
 GB2432
 GB2432.Superseded values are not recommended for survey control.
 GB2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2432.See file dsdata.txt to determine how the superseded data were derived.
 GB2432
 GB2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0307100655(NAD 83)
 GB2432_MARKER: DS = TRIANGULATION STATION DISK
 GB2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2432
 GB2432  HISTORY     - Date     Condition        Report By
 GB2432  HISTORY     - 1960     MONUMENTED       CGS
 GB2432
 GB2432                          STATION DESCRIPTION
 GB2432
 GB2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2432'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BUFFALO VALLEY AND ABOUT
 GB2432'1 MILE NORTH OF LANCASTER.
 GB2432'
 GB2432'TO REACH THE STATION FROM THE POST OFFICE IN LANCASTER, GO WEST ON
 GB2432'STATE HIGHWAY 141 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 GB2432'RIGHT, NORTH, AND GO 0.15 MILE TO A FORK, KEEP LEFT, NORTH, CROSSING
 GB2432'RAILROAD AND GO ALONG A NARROW GRAVELED ROAD FOR 1.45 MILES TO THE
 GB2432'RESIDENCE OF CLAUDE HELM ON THE RIGHT AND A GATE STRAIGHT AHEAD, PASS
 GB2432'THROUGH GATE AND ALONG THE SOUTH SIDE OF A BARN FOR 0.15 MILE TO A
 GB2432'BARN, TURN RIGHT, SOUTH, TOWARD A LARGE OAK TREE FOR 0.15 MILE, TURN
 GB2432'RIGHT, WEST, ALONG THE SOUTH SIDE OF THE OAK TREE FOR 0.15 MILE TO
 GB2432'THE STATION.
 GB2432'
 GB2432'THE STATION IS ABOUT 0.15 MILE SOUTH OF THE HELM RESIDENCE AND 3.3
 GB2432'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 GB2432'SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HELM 1960.
 GB2432'
 GB2432'REFERENCE MARK NO. 1 IS 31.6 FEET SOUTH OF A WITNESS POST. IT IS A
 GB2432'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB2432'STAMPED HELM NO 1 1960.
 GB2432'
 GB2432'REFERENCE MARK NO. 2 IS 20.9 FEET EAST OF A WITNESS POST. IT IS A
 GB2432'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB2432'STAMPED HELM NO 2 1960.
 GB2432'
 GB2432'TRAVERSE STATION CONGO WAS USED AS THE AZIMUTH MARK. A TELLUROMETER
 GB2432'TRAVERSE CONNECTION WAS MADE. SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1715 ***********************************************************************
 GD1715  DESIGNATION -  HELOISE
 GD1715  PID         -  GD1715
 GD1715  STATE/COUNTY-  TN/DYER
 GD1715  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1715
 GD1715                         *CURRENT SURVEY CONTROL
 GD1715  ___________________________________________________________________
 GD1715* NAD 83(1995)-  36 03 14.44210(N)    089 40 12.21959(W)     ADJUSTED  
 GD1715* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 GD1715  ___________________________________________________________________
 GD1715  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GD1715  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1715
 GD1715  HORZ ORDER  -  SECOND
 GD1715
 GD1715.The horizontal coordinates were established by classical geodetic methods
 GD1715.and adjusted by the National Geodetic Survey in April 1999..
 GD1715
 GD1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1715
 GD1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1715
 GD1715.The geoid height was determined by GEOID03.
 GD1715
 GD1715;                    North         East     Units Scale Factor Converg.
 GD1715;SPC TN       -   197,107.559   269,411.685   MT  0.99995574   -2 08 55.0
 GD1715;SPC TN       -   646,677.05    883,894.84   sFT  0.99995574   -2 08 55.0
 GD1715;UTM  16      - 3,993,238.791   259,490.978   MT  1.00031280   -1 34 20.0
 GD1715
 GD1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1715!SPC TN       -   0.99999163  x   0.99995574  =   0.99994737
 GD1715!UTM  16      -   0.99999163  x   1.00031280  =   1.00030443
 GD1715
 GD1715:                Primary Azimuth Mark                     Grid Az
 GD1715:SPC TN       -  HELOISE AZ MK                            070 08 20.7
 GD1715:UTM  16      -  HELOISE AZ MK                            069 33 45.7
 GD1715
 GD1715|---------------------------------------------------------------------|
 GD1715| PID    Reference Object                     Distance      Geod. Az  |
 GD1715|                                                           dddmmss.s |
 GD1715| CG3453 HELOISE AZ MK                                      0675925.7 |
 GD1715| GD1711 34 110 C CAP                         28.867 METERS 11032     |
 GD1715| CG3454 HELOISE RM 1                         54.946 METERS 18236     |
 GD1715| GD1726 HELOISE AZ MK 2                     320.197 METERS 19422     |
 GD1715| CG3455 HELOISE RM 2                         12.037 METERS 28938     |
 GD1715|---------------------------------------------------------------------|
 GD1715
 GD1715                          SUPERSEDED SURVEY CONTROL
 GD1715
 GD1715  NAD 83(1995)-  36 03 14.44224(N)    089 40 12.22037(W) AD(       ) 2
 GD1715  NAD 83(1995)-  36 03 14.44202(N)    089 40 12.22041(W) AD(       ) 2
 GD1715  NAD 83(1986)-  36 03 14.45374(N)    089 40 12.22027(W) AD(       ) 2
 GD1715  NAD 27      -  36 03 14.19640(N)    089 40 11.93380(W) AD(       ) 2
 GD1715  NGVD 29 (07/19/86)   81.5    (m)          267.     (f) VERT ANG       
 GD1715
 GD1715.Superseded values are not recommended for survey control.
 GD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1715.See file dsdata.txt to determine how the superseded data were derived.
 GD1715
 GD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5949193239(NAD 83)
 GD1715_MARKER: DS = TRIANGULATION STATION DISK
 GD1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1715_STAMPING: HELOISE 1959
 GD1715_MARK LOGO: CGS   
 GD1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1715+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 GD1715
 GD1715  HISTORY     - Date     Condition        Report By
 GD1715  HISTORY     - 1959     MONUMENTED       CGS
 GD1715  HISTORY     - 1977     GOOD             NGS
 GD1715  HISTORY     - 20040322 GOOD             USACE
 GD1715
 GD1715                          STATION DESCRIPTION
 GD1715
 GD1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1715'THE STATION IS ABOUT 11 MILES WEST OF FINLEY, ABOUT 0.2 MILE
 GD1715'SOUTHEAST OF A FERRY LANDING AND ABOUT 0.2 MILE
 GD1715'EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER.  IT IS 247.5 FEET
 GD1715'NORTHWEST OF A FENCE CORNER, 80 FEET SOUTH OF A 36 INCH PECAN
 GD1715'TREE, 4 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A
 GD1715'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HELOISE
 GD1715'1959.
 GD1715'
 GD1715'TO REACH THE STATION FROM THE FINLEY METHODIST CHURCH IN FINLEY, GO
 GD1715'WEST ON STATE HIGHWAY 20 FOR 4.3 MILES TO THE CENTER OF THE BRIDGE
 GD1715'OVER THE OBION RIVER.  CONTINUE WEST ON HIGHWAY 20 FOR 5.7 MILES TO
 GD1715'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON HIGHWAY 20 FOR
 GD1715'0.55 MILE TO THE MISSISSIPPI RIVER AND A SIDE ROAD LEFT.  TURN
 GD1715'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY
 GD1715'LEFT.  TURN LEFT, PASSING TO THE RIGHT OF A HOUSE, AND GO 0.05 MILE
 GD1715'TO A GATE.  PASS THROUGH THE GATE AND GO ALONG SOUTH SIDE OF A
 GD1715'WIRE FENCE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 GD1715'
 GD1715'REFERENCE MARK 1 IS 108 FEET WEST OF A FENCE CORNER, 26 FEET EAST OF
 GD1715'A 20 INCH PECAN TREE AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 GD1715'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELOISE NO 1 1959.
 GD1715'
 GD1715'B.M. 110 C (USED) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 GD1715'U.S. ENGINEERS DEPARTMENT CAP STAMPED BM-REF 34-110 C 1953 RIVETED
 GD1715'TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 20
 GD1715'FEET SOUTH OF A WIRE FENCE AT THE SOUTH SIDE OF A CULTIVATED
 GD1715'FIELD, 9 FEET EAST OF A 24 INCH PECAN TREE AND 1 FOOT SOUTH OF
 GD1715'A WIRE FENCE.
 GD1715'
 GD1715'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF STATE
 GD1715'HIGHWAY 20, 3 FEET WEST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 GD1715'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1715'STAMPED HELOISE 1959.
 GD1715'
 GD1715'NOTE - THE STATION IS ON THE PROPERTY OF MR. E.R. MOODY.
 GD1715'
 GD1715'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1715
 GD1715                          STATION RECOVERY (1977)
 GD1715
 GD1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1715'THE STATION MARK AND BM 110 C USE WERE RECOVERED AND FOUND
 GD1715'IN GOOD CONDITION. REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GD1715'NOT FOUND, AND BOTH ARE BELIEVED DESTROYED BY CULTIVATION.
 GD1715'A NEW REFERENCE MARK NO 2 AND AZIMUTH MARK WERE SET AND
 GD1715'STATION HELOISE WAS OCCUPIED AT THIS TIME FOR MARKS ONLY.
 GD1715'THE AZIMUTH MARK WAS OCCUPIED FOR THE ANGLE FROM COTTON 2 TO
 GD1715'HELOISE. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GD1715'
 GD1715'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST-SOUTHEAST OF
 GD1715'STEELE, MISSOURI, 8 MILES EAST OF COOTER, MISSOURI, 2 MILES
 GD1715'EAST-SOUTHEAST OF THE SMALL COMMUNITY OF BRASHER, MISSOURI,
 GD1715'ABOUT 0.2 MILE SOUTHEAST OF A FERRY LANDING, AND ABOUT 0.2
 GD1715'MILE EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER IN
 GD1715'SECTION 20, R12E, T16N, ON PROPERTY OWNED BY MR. NEELY
 GD1715'PRITCHETT, FINDLEY, TENNESSEE, TELEPHONE 901 285 5537.
 GD1715'
 GD1715'TO REACH THE STATION FROM THE PAVED CROSSROAD AT BIG BOY
 GD1715'JUNCTION(THIS IS THE JUNCTION OF STATE ROUTE 20 AND THE ROAD
 GD1715'THAT CONNECTS TO I-55, ABOUT 1 MILE WEST OF FINDLEY,) GO WEST
 GD1715'ON STATE ROUTE 20 FOR 3.1 MILES TO BRIDGE OVER OBION RIVER.
 GD1715'CONTINUE WEST ON STATE ROUTE 20 FOR 4.6 MILES TO ALLENS SHELL
 GD1715'STATION AND GROCERY ON THE RIGHT.  CONTINUE WESTERLY ON THE
 GD1715'HIGHWAY FOR 1.4 MILES TO A CURVE IN STATE ROUTE 20 AT CHOCTAW
 GD1715'TRANS. CO(AS PER SIGN), ON THE RIGHT.  BEAR LEFT AND CONTINUE
 GD1715'SOUTHWESTERLY FOR 0.4 MILE TO AN OLD FENCELINE AND
 GD1715'SHRUB ROW ON THE RIGHT BETWEEN TWO CULTIVATED FIELDS AND THE
 GD1715'STATION ABOUT 400 FEET DOWN THE OLD FENCELINE FROM THE
 GD1715'ROAD.
 GD1715'
 GD1715'STATION MARKS, STAMPED---HELOISE 1959---, ARE STANDARD DISKS.
 GD1715'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 GD1715'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 GD1715'IT IS 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET
 GD1715'SOUTHWEST OF A FENCELINE, 15 FEET NORTHEAST OF THE EDGE OF
 GD1715'A CULTIVATED FIELD, AND 24 FEET WEST OF A LOCUST TREE.
 GD1715'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 GD1715'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 GD1715'
 GD1715'REFERENCE MARK 2, STAMPED---HELOISE 1959 NO 2 1977---, IS A
 GD1715'STANDARD REFERENCE MARK DISK THAT IS ATTACHED TO THE TOP OF
 GD1715'A 3-INCH METAL PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND
 GD1715'SURFACE.  IT IS 5 FEET EAST OF A METAL WITNESS POST, 10 FEET
 GD1715'SOUTHWEST OF A FENCELINE, 10 FEET NORTHWEST OF THE EDGE OF A
 GD1715'FIELD AND 16 FEET SOUTHEAST OF AN 8-INCH LOCUST TREE.
 GD1715'
 GD1715'THE AZIMUTH MARK, STAMPED---HELOISE 1959 NO 2 1977---, IS A
 GD1715'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 GD1715'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET
 GD1715'NORTHEAST OF A METAL WITNESS POST, 56 FEET SOUTHEAST OF THE
 GD1715'APPROXIMATE CENTER OF STATE ROUTE 20, AND 72.5 FEET
 GD1715'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD WHICH
 GD1715'RUNS NORTHWEST AND SOUTHEAST.
 GD1715'
 GD1715'BM 110 C USE, STAMPED---BM-REF 34-110 C 1953---, IS A
 GD1715'U.S. ENGINEERS DEPARTMENT CAP RIVETED TO THE TOP OF A
 GD1715'4-INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND
 GD1715'SURFACE.  IT IS 5 FEET NORTH OF A METAL WITNESS POST, 10
 GD1715'FEET NORTH OF THE EDGE OF A FIELD, 10 FEET SOUTHWEST OF A
 GD1715'FENCE.  AND 16 FEET SOUTHEAST OF A LOCUST TREE.
 GD1715'
 GD1715'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1715'REFERENCE MARK 2 AND THE AZIMUTH MARK.
 GD1715'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.4 METERS.
 GD1715
 GD1715                          STATION RECOVERY (2004)
 GD1715
 GD1715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1715'RM 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2267 ***********************************************************************
 FE2267  DESIGNATION -  HENDERSON BLACK TANK
 FE2267  PID         -  FE2267
 FE2267  STATE/COUNTY-  TN/CHESTER
 FE2267  USGS QUAD   -  HENDERSON (1983)
 FE2267
 FE2267                         *CURRENT SURVEY CONTROL
 FE2267  ___________________________________________________________________
 FE2267* NAD 83(1995)-  35 26 25.20319(N)    088 38 25.87657(W)     ADJUSTED  
 FE2267* NAVD 88     -                                                        
 FE2267  ___________________________________________________________________
 FE2267  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 FE2267  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2267
 FE2267  HORZ ORDER  -  THIRD
 FE2267
 FE2267.The horizontal coordinates were established by classical geodetic methods
 FE2267.and adjusted by the National Geodetic Survey in April 1999..
 FE2267
 FE2267
 FE2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2267
 FE2267.The geoid height was determined by GEOID03.
 FE2267
 FE2267;                    North         East     Units Scale Factor Converg.
 FE2267;SPC TN       -   126,055.215   360,285.910   MT  0.99997187   -1 32 45.1
 FE2267;SPC TN       -   413,566.15  1,182,038.02   sFT  0.99997187   -1 32 45.1
 FE2267;UTM  16      - 3,923,112.507   351,099.374   MT  0.99987323   -0 57 05.2
 FE2267
 FE2267                          SUPERSEDED SURVEY CONTROL
 FE2267
 FE2267  NAD 83(1995)-  35 26 25.20924(N)    088 38 25.88284(W) AD(       ) 4
 FE2267  NAD 83(1986)-  35 26 25.21496(N)    088 38 25.87800(W) AD(       ) 4
 FE2267  NAD 27      -  35 26 24.93900(N)    088 38 25.68500(W) AD(       ) 3
 FE2267
 FE2267.Superseded values are not recommended for survey control.
 FE2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2267.See file dsdata.txt to determine how the superseded data were derived.
 FE2267
 FE2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5109923113(NAD 83)
 FE2267_MARKER: 51 = TANK
 FE2267
 FE2267  HISTORY     - Date     Condition        Report By
 FE2267  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2267  HISTORY     - 1972     GOOD             TVA
 FE2267
 FE2267                          STATION DESCRIPTION
 FE2267
 FE2267'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE2267'CONDITION OF POINT WHEN FOUND GOOD.
 FE2267'
 FE2267'WATER TANK IS STILL STANDING IN N COR. OF COURT HOUSE YARD.  TANK IS
 FE2267'NOW BEING REPAINTED.
 FE2267'
 FE2267'HENDERSON COURTHOUSE SPIRE IS + OR - S 20 W + OR - 100 FEET
 FE2267'FROM WATER TANK.
 FE2267'
 FE2267'DISTANCE AND DIRECTION FROM NEAREST TOWN AT HENDERSON, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2268 ***********************************************************************
 FE2268  DESIGNATION -  HENDERSON CTHSE SPIRE
 FE2268  PID         -  FE2268
 FE2268  STATE/COUNTY-  TN/CHESTER
 FE2268  USGS QUAD   -  HENDERSON (1983)
 FE2268
 FE2268                         *CURRENT SURVEY CONTROL
 FE2268  ___________________________________________________________________
 FE2268* NAD 83(1995)-  35 26 27.59492(N)    088 38 22.12818(W)     ADJUSTED  
 FE2268* NAVD 88     -                                                        
 FE2268  ___________________________________________________________________
 FE2268  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FE2268  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2268
 FE2268  HORZ ORDER  -  THIRD
 FE2268
 FE2268.The horizontal coordinates were established by classical geodetic methods
 FE2268.and adjusted by the National Geodetic Survey in April 1999..
 FE2268
 FE2268
 FE2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2268
 FE2268.The geoid height was determined by GEOID03.
 FE2268
 FE2268;                    North         East     Units Scale Factor Converg.
 FE2268;SPC TN       -   126,126.347   360,382.399   MT  0.99997179   -1 32 42.9
 FE2268;SPC TN       -   413,799.52  1,182,354.59   sFT  0.99997179   -1 32 42.9
 FE2268;UTM  16      - 3,923,184.629   351,195.111   MT  0.99987288   -0 57 03.1
 FE2268
 FE2268                          SUPERSEDED SURVEY CONTROL
 FE2268
 FE2268  NAD 83(1995)-  35 26 27.60097(N)    088 38 22.13445(W) AD(       ) 4
 FE2268  NAD 83(1986)-  35 26 27.60675(N)    088 38 22.12961(W) AD(       ) 4
 FE2268  NAD 27      -  35 26 27.32700(N)    088 38 21.93700(W) AD(       ) 3
 FE2268
 FE2268.Superseded values are not recommended for survey control.
 FE2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2268.See file dsdata.txt to determine how the superseded data were derived.
 FE2268
 FE2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5119523185(NAD 83)
 FE2268_MARKER: 89 = SPIRE
 FE2268
 FE2268  HISTORY     - Date     Condition        Report By
 FE2268  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2268  HISTORY     - 1972     GOOD             TVA
 FE2268
 FE2268                          STATION DESCRIPTION
 FE2268
 FE2268'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE2268'CONDITION OF POINT WHEN FOUND GOOD.
 FE2268'
 FE2268'SPIRE ON TOP OF CHESTER CO. COURTHOUSE, OLD BUILDING + OR - 100
 FE2268'YR. OLD.  + OR - 100 FEET SW FROM WATER TANK.
 FE2268'
 FE2268'THERE SEEMS TO BE AN ERROR IN COORDINATES OF COURTHOUSE.
 FE2268'
 FE2268'THE COORDINATES COULD BE FOR SPIRE ON MAIN BLDG OF FREED HARDEMAN
 FE2268'COLLEGE + OR - 300 FEET NE FROM COURTHOUSE.
 FE2268'
 FE2268'DISTANCE AND DIRECTION FROM NEAREST TOWN AT HENDERSON TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3388 ***********************************************************************
 GA3388  DESIGNATION -  HENLEY
 GA3388  PID         -  GA3388
 GA3388  STATE/COUNTY-  TN/SULLIVAN
 GA3388  USGS QUAD   -  BOONE DAM (1968)
 GA3388
 GA3388                         *CURRENT SURVEY CONTROL
 GA3388  ___________________________________________________________________
 GA3388* NAD 83(1995)-  36 29 38.50889(N)    082 27 23.69040(W)     ADJUSTED  
 GA3388* NAVD 88     -       529.7    (meters)    1738.     (feet)  VERTCON   
 GA3388  ___________________________________________________________________
 GA3388  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GA3388  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA3388
 GA3388  HORZ ORDER  -  SECOND
 GA3388
 GA3388.The horizontal coordinates were established by classical geodetic methods
 GA3388.and adjusted by the National Geodetic Survey in April 1999..
 GA3388
 GA3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3388
 GA3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3388
 GA3388.The geoid height was determined by GEOID03.
 GA3388
 GA3388;                    North         East     Units Scale Factor Converg.
 GA3388;SPC TN       -   245,480.449   917,418.492   MT  1.00001464   +2 04 28.1
 GA3388;SPC TN       -   805,380.44  3,009,897.17   sFT  1.00001464   +2 04 28.1
 GA3388;UTM  17      - 4,039,732.254   369,541.371   MT  0.99980969   -0 51 59.1
 GA3388
 GA3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3388!SPC TN       -   0.99992181  x   1.00001464  =   0.99993645
 GA3388!UTM  17      -   0.99992181  x   0.99980969  =   0.99973152
 GA3388
 GA3388|---------------------------------------------------------------------|
 GA3388| PID    Reference Object                     Distance      Geod. Az  |
 GA3388|                                                           dddmmss.s |
 GA3388| DB9955 HENLEY RM 2                          20.867 METERS 03025     |
 GA3388| DB9954 HENLEY RM 1                          30.095 METERS 22253     |
 GA3388| DB9953 HENLEY AZ MK                                       3440126.3 |
 GA3388|---------------------------------------------------------------------|
 GA3388
 GA3388                          SUPERSEDED SURVEY CONTROL
 GA3388
 GA3388  NAD 83(1995)-  36 29 38.51234(N)    082 27 23.69165(W) AD(       ) 2
 GA3388  NAD 83(1995)-  36 29 38.52359(N)    082 27 23.71134(W) AD(       ) 2
 GA3388  NAD 83(1995)-  36 29 38.51573(N)    082 27 23.69372(W) AD(       ) 2
 GA3388  NAD 83(1986)-  36 29 38.51815(N)    082 27 23.69618(W) AD(       ) 2
 GA3388  NAD 27      -  36 29 38.14750(N)    082 27 24.17190(W) AD(       ) 2
 GA3388  NGVD 29 (07/19/86)  529.8    (m)         1738.     (f) VERT ANG       
 GA3388
 GA3388.Superseded values are not recommended for survey control.
 GA3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3388.See file dsdata.txt to determine how the superseded data were derived.
 GA3388
 GA3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6954139732(NAD 83)
 GA3388_MARKER: DE = TRAVERSE STATION DISK
 GA3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3388
 GA3388  HISTORY     - Date     Condition        Report By
 GA3388  HISTORY     - 1961     MONUMENTED       CGS
 GA3388
 GA3388                          STATION DESCRIPTION
 GA3388
 GA3388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3388'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF KINGSPORT AND 6
 GA3388'MILES SOUTHWEST OF
 GA3388'BLOUNTVILLE ON A TIMBER COVERED HILL AND ON THE PROPERTY
 GA3388'OF MR.  HENLEY.
 GA3388'
 GA3388'TO REACH THE STATION FROM THE COLONIAL HEIGHTS POST OFFICE IN
 GA3388'SOUTHERN PART OF
 GA3388'KINGSPORT, GO NORTHWEST ON U.S.  HIGHWAY 23 FOR 0.4 MILE TO A
 GA3388'CROSSROAD AND A SIGN
 GA3388'WARRIOR PATH STATE PARK, TURN RIGHT, AND GO
 GA3388'1.1 MILES TO A RAILROAD OVERPASS,
 GA3388'CONTINUE ON OILED ROAD FOR 0.5 MILE
 GA3388'TO A SIDE ROAD LEFT, ENTRANCE TO THE PARK STRAIGHT
 GA3388'AHEAD, TURN LEFT,
 GA3388'AND GO 2.4 MILES TO A T ROAD RIGHT, OLD MILL ROAD, TURN RIGHT, AND GO
 GA3388'0.8 MILE TO A T
 GA3388'ROAD, TURN RIGHT, AND GO ABOUT 50 YARDS TO A T ROAD
 GA3388'LEFT, TURN LEFT, AND GO 1.2 MILES
 GA3388'TO A T ROAD RIGHT AND THE AZIMUTH
 GA3388'MARK, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A T
 GA3388'ROAD RIGHT ON A
 GA3388'CURVE TO THE LEFT, CONTINUE AROUND TO THE LEFT FOR 0.2 MILE TO A
 GA3388'CROSSROAD, BETHEL
 GA3388'METHODIST CHURCH ON THE LEFT, TURN LEFT ON
 GA3388'GRAVELED ROAD AND GO 0.2 MILE TO TOP
 GA3388'OF HILL AND A HOUSE ON THE RIGHT
 GA3388'TURN SHARP LEFT, ON WOODS ROAD AND GO 0.2 MILE TO THE
 GA3388'TOP OF HILL AND
 GA3388'STATION.
 GA3388'
 GA3388'STATION MARK IS 35 FEET NORTHWEST OF THE CENTER OF A WOODS ROAD, 26
 GA3388'FEET NORTHEAST OF A
 GA3388'12-INCH OAK TREE, 26 FEET WEST OF A POPLAR TREE AND
 GA3388'2.3 FEET WEST OF A WITNESS POST.
 GA3388'THE MARK IS A STANDARD TRAVERSE
 GA3388'DISK, FLUSH, AND IS STAMPED HENLEY 1961.
 GA3388'
 GA3388'REFERENCE MARK NO. 1 IS 95 FEET NORTHEAST OF A WIRE FENCE, 12 FEET
 GA3388'EAST OF A 11-INCH OAK
 GA3388'TREE AND 11 FEET WEST OF THE CENTER OF A WOODS ROAD.  THE
 GA3388'MARK IS A STANDARD DISK,
 GA3388'FLUSH, AND IS STAMPED HENLEY NO 1 1961.
 GA3388'
 GA3388'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF A WOODS ROAD
 GA3388'AND 9 FEET EAST OF A
 GA3388'POPLAR TREE.  THE MARK IS A STANDARD DISK, FLUSH, AND IS
 GA3388'STAMPED HENLEY NO 2 1961.
 GA3388'
 GA3388'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 17
 GA3388'FEET WEST OF THE CENTER
 GA3388'OF A GRAVELED ROAD, 1.9 FEET SOUTH OF A WITNESS POST
 GA3388'AND 1.7 FEET NORTH OF THE
 GA3388'NORTHEAST CORNER OF A WAITING BUILDING FOR
 GA3388'SCHOOL CHILDREN.  THE MARK IS A STANDARD
 GA3388'DISK, FLUSH, AND IS STAMPED
 GA3388'HENLEY 1961.
 GA3388'
 GA3388'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2629 ***********************************************************************
 FE2629  DESIGNATION -  HENNING MUNICIPAL TANK
 FE2629  PID         -  FE2629
 FE2629  STATE/COUNTY-  TN/LAUDERDALE
 FE2629  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2629
 FE2629                         *CURRENT SURVEY CONTROL
 FE2629  ___________________________________________________________________
 FE2629* NAD 83(1995)-  35 40 29.38544(N)    089 34 29.53659(W)     ADJUSTED  
 FE2629* NAVD 88     -                                                        
 FE2629  ___________________________________________________________________
 FE2629  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 FE2629  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE2629
 FE2629  HORZ ORDER  -  THIRD
 FE2629
 FE2629.The horizontal coordinates were established by classical geodetic methods
 FE2629.and adjusted by the National Geodetic Survey in April 1999..
 FE2629
 FE2629
 FE2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2629
 FE2629.The geoid height was determined by GEOID03.
 FE2629
 FE2629;                    North         East     Units Scale Factor Converg.
 FE2629;SPC TN       -   154,747.588   276,445.836   MT  0.99995224   -2 05 34.3
 FE2629;SPC TN       -   507,701.04    906,972.71   sFT  0.99995224   -2 05 34.3
 FE2629;UTM  16      - 3,950,938.257   266,958.737   MT  1.00026928   -1 30 08.3
 FE2629
 FE2629                          SUPERSEDED SURVEY CONTROL
 FE2629
 FE2629  NAD 83(1995)-  35 40 29.39154(N)    089 34 29.53827(W) AD(       ) 4
 FE2629  NAD 83(1986)-  35 40 29.39648(N)    089 34 29.53760(W) AD(       ) 4
 FE2629  NAD 27      -  35 40 29.11000(N)    089 34 29.26600(W) AD(       ) 3
 FE2629
 FE2629.Superseded values are not recommended for survey control.
 FE2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2629.See file dsdata.txt to determine how the superseded data were derived.
 FE2629
 FE2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6695950938(NAD 83)
 FE2629_MARKER: 53 = ELEVATED TANK
 FE2629
 FE2629  HISTORY     - Date     Condition        Report By
 FE2629  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2629
 FE2629                          STATION DESCRIPTION
 FE2629
 FE2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2629'THE STATION IS THE FINIAL AT THE APEX OF THE TANK, LOCATED IN
 FE2629'NORTHWEST SECTION OF HENNING.  IT IS SUPPORTED BY A 4 LEGGED
 FE2629'STEEL STRUCTURE.  THE TANK AND SUPPORTING STRUCTURE ARE PAINTED
 FE2629'SILVER.  THE OVERALL HEIGHT IS 80 FEET.  IT IS 36 FEET SOUTHEAST OF
 FE2629'THE CENTERLINE OF A PAVED STREET, 64 FEET SOUTHWEST OF THE CENTERLINE
 FE2629'OF A PAVED STREET AND 69 FEET SOUTH OF A T-INTERSECTION.
 FE2629'
 FE2629'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2629'HENNING, GO NORTH ON U.S. HIGHWAY 51 FOR 0.1 MILE TO A SIDE STREET
 FE2629'LEFT.  TURN LEFT AND GO WEST ON THE PAVED STREET FOR 0.2 MILE TO THE
 FE2629'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2527 ***********************************************************************
 GC2527  DESIGNATION -  HENRIETTI RESET
 GC2527  PID         -  GC2527
 GC2527  STATE/COUNTY-  TN/MONTGOMERY
 GC2527  USGS QUAD   -  HENRIETTA (1983)
 GC2527
 GC2527                         *CURRENT SURVEY CONTROL
 GC2527  ___________________________________________________________________
 GC2527* NAD 83(1995)-  36 24 43.55489(N)    087 12 06.09430(W)     ADJUSTED  
 GC2527* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 GC2527  ___________________________________________________________________
 GC2527  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GC2527  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2527
 GC2527  HORZ ORDER  -  SECOND
 GC2527
 GC2527.The horizontal coordinates were established by classical geodetic methods
 GC2527.and adjusted by the National Geodetic Survey in April 1999..
 GC2527
 GC2527.The orthometric height was scaled from a topographic map.
 GC2527
 GC2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2527
 GC2527.The geoid height was determined by GEOID03.
 GC2527
 GC2527;                    North         East     Units Scale Factor Converg.
 GC2527;SPC TN       -   231,303.474   492,220.247   MT  0.99999919   -0 42 12.7
 GC2527;SPC TN       -   758,868.15  1,614,892.59   sFT  0.99999919   -0 42 12.7
 GC2527;SPC KY1Z     - 1,009,755.344 1,369,769.943   MT  1.00022807   -0 53 28.6
 GC2527;SPC KY1Z     - 3,312,838.99  4,493,986.89   sFT  1.00022807   -0 53 28.6
 GC2527;SPC KY S     -   509,741.415   369,789.900   MT  1.00007382   -0 52 49.4
 GC2527;SPC KY S     - 1,672,376.63  1,213,219.03   sFT  1.00007382   -0 52 49.4
 GC2527;UTM  16      - 4,029,676.678   481,916.936   MT  0.99960403   -0 07 11.0
 GC2527
 GC2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2527!SPC TN       -   0.99997308  x   0.99999919  =   0.99997227
 GC2527!SPC KY1Z     -   0.99997308  x   1.00022807  =   1.00020114
 GC2527!SPC KY S     -   0.99997308  x   1.00007382  =   1.00004690
 GC2527!UTM  16      -   0.99997308  x   0.99960403  =   0.99957712
 GC2527
 GC2527|---------------------------------------------------------------------|
 GC2527| PID    Reference Object                     Distance      Geod. Az  |
 GC2527|                                                           dddmmss.s |
 GC2527| CG6039 HENRIETTI RM 1                       69.939 METERS 10559     |
 GC2527| CG6038 HENRIETTI AZ MK RESET                              2513105.5 |
 GC2527| CG6041 HENRIETTI RM 3                       43.257 METERS 25543     |
 GC2527| CG6037 HENRIETTI AZ MK                                    2812918.6 |
 GC2527| CG6040 HENRIETTI RM 2                       48.829 METERS 30638     |
 GC2527| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.48.5 KM 3493336.5 |
 GC2527|---------------------------------------------------------------------|
 GC2527
 GC2527                          SUPERSEDED SURVEY CONTROL
 GC2527
 GC2527  NAD 83(1995)-  36 24 43.55588(N)    087 12 06.09600(W) AD(       ) 2
 GC2527  NAD 83(1995)-  36 24 43.55909(N)    087 12 06.09794(W) AD(       ) 2
 GC2527  NAD 83(1986)-  36 24 43.56448(N)    087 12 06.09770(W) AD(       ) 2
 GC2527  NAD 27      -  36 24 43.38100(N)    087 12 06.07700(W) AD(       ) 2
 GC2527
 GC2527.Superseded values are not recommended for survey control.
 GC2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2527.See file dsdata.txt to determine how the superseded data were derived.
 GC2527
 GC2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8191729677(NAD 83)
 GC2527_MARKER: DS = TRIANGULATION STATION DISK
 GC2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2527
 GC2527  HISTORY     - Date     Condition        Report By
 GC2527  HISTORY     - 1934     MONUMENTED       CGS
 GC2527  HISTORY     - 1953     GOOD             CGS
 GC2527
 GC2527                          STATION DESCRIPTION
 GC2527
 GC2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2527'ABOUT 11-1/2 MILES SOUTHEAST OF CLARKSVILLE, 3/4 MILE NORTH OF
 GC2527'HENRIETTA, ON PROPERTY OF BILL AND HOMER BATTS, 8 YARDS
 GC2527'SOUTH-SOUTHEAST OF 20-INCH OAK, 11 YARDS SOUTHWEST OF 30-INCH OAK, 7
 GC2527'YARDS NORTH OF CENTER LINE OF ROAD, AND ON HIGH BANK JUST
 GC2527'IN FRONT OF MR. BARRS HOUSE. TO REACH FROM SMALL STORE WITH SHELL OIL
 GC2527'CO. PUMPS IN HENRIETTA, GO NORTH 0.45 MILE ON STATE ROUTE 12,
 GC2527'TURN RIGHT ONTO SIDE ROAD JUST BEFORE REACHING BAPTIST CHURCH ON LEFT
 GC2527'AND GO 0.2 MILE TO HOME OF MR. BARR AND STATION.  SURFACE AND
 GC2527'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 GC2527'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2527'DISKS IN CONCRETE.  NO. 1 IS 4 YARDS NORTH OF
 GC2527'ROAD AND 229.46 FEET FROM STATION.  NO. 2 IS
 GC2527'17 YARDS NORTH-NORTHWEST OF 30-INCH OAK TREE, 9-1/2 YARDS
 GC2527'NORTH OF NORTHEAST CORNER OF SMALL LOG BARN, AND 160.20 FEET FROM
 GC2527'STATION.  AZIMUTH MARK IS ON EAST EDGE
 GC2527'OF HERMAN SCHOOL PROPERTY, 9 YARDS NORTHEAST OF 18-INCH OAK, 42 YARDS
 GC2527'SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING, 18 YARDS
 GC2527'NORTH OF CENTER LINE OF ROAD LEADING TO STATION, AND 0.15
 GC2527'MILE BY ROAD FROM STATION.  EAST
 GC2527'GABLE OF BAPTIST CHURCH NEAR HENRITTA IS ABOUT 0.2 MILE
 GC2527'FROM STATION.
 GC2527
 GC2527                          STATION RECOVERY (1953)
 GC2527
 GC2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2527'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GC2527'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 CHECKED. AT
 GC2527'THE REQUEST OF THE PROPERTY OWNER THE STATION SURFACE MARK WAS
 GC2527'LOWERED 12 INCHES BELOW THE SURFACE, THE AZIMUTH MARK AND
 GC2527'REFERENCE MARK NO. 2 WERE DESTROYED AND NEW ONES WERE SET BY THIS
 GC2527'PARTY. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2527'
 GC2527'STATION IS LOCATED 11-1/2 MILES SOUTHEAST OF CLARKSVILLE AND 0.75
 GC2527'MILE NORTH OF HENRIETTI ON PROPERTY OWNED BY MR.  BILL BATTS. IT
 GC2527'IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 30 FEET
 GC2527'NORTH OF THE CENTER OF A GRAVEL ROAD AND 10 FEET NORTH OF A
 GC2527'FENCE LINE AND WHITE WITNESS POST. THE MARK IS 12 INCHS BELOW THE
 GC2527'SURFACE AND THE DISK IS STAMPED HENRIETTI 1934 1953.
 GC2527'
 GC2527'REFERENCE MARK NO. 1 IS 229.46 FEET EAST OF THE STATION. IT IS 14
 GC2527'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, AND 3 FEET SOUTH
 GC2527'OF A FENCE LINE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2527'HENRIETTI NO 1 1934.
 GC2527'
 GC2527'REFERENCE MARK NO. 3 IS 141.92 FEET WEST OF THE STATION. IT IS 36
 GC2527'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 15 FEET
 GC2527'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE
 GC2527'CORNER. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2527'HENRIETTI NO 3 1934 1953.
 GC2527'
 GC2527'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION. IT IS 21 FEET NORTH OF
 GC2527'THE CENTER OF STATE HIGHWAY 12, 2 FEET NORTH OF A WHITE
 GC2527'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS 2
 GC2527'INCHES AND THE DISK IS STAMPED HERRIETTI 1934 RESET 1953
 GC2527'
 GC2527'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC2527'STATE HIGHWAY 12, 3 MILES EAST OF CLARKSVILLE, GO SOUTHEAST ON
 GC2527'HIGHWAY 12 FOR 8.4 MILES TO THE FREDONIA SCHOOL ON THE RIGHT.
 GC2527'CONTINUE FOR 2.0 MILES TO THE MT.  HERMAN BAPTIST CHURCH ON
 GC2527'THE RIGHT AND A GRAVEL T-ROAD, LEFT(*). TURN LEFT AND GO 0.2 MILE TO
 GC2527'THE STATION ON THE LEFT AS DESCRIBED.
 GC2527'
 GC2527'(*) FROM THIS POINT CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO THE
 GC2527'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2527'
 GC2527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1572 ***********************************************************************
 FD1572  DESIGNATION -  HENRY
 FD1572  PID         -  FD1572
 FD1572  STATE/COUNTY-  TN/LAWRENCE
 FD1572  USGS QUAD   -  HENRYVILLE (1976)
 FD1572
 FD1572                         *CURRENT SURVEY CONTROL
 FD1572  ___________________________________________________________________
 FD1572* NAD 83(1995)-  35 22 40.76698(N)    087 25 05.35972(W)     ADJUSTED  
 FD1572* NAVD 88     -       309.2    (meters)    1014.     (feet)  VERTCON   
 FD1572  ___________________________________________________________________
 FD1572  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FD1572  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD1572
 FD1572  HORZ ORDER  -  FIRST
 FD1572
 FD1572.The horizontal coordinates were established by classical geodetic methods
 FD1572.and adjusted by the National Geodetic Survey in April 1999..
 FD1572
 FD1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1572
 FD1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1572
 FD1572.The geoid height was determined by GEOID03.
 FD1572
 FD1572;                    North         East     Units Scale Factor Converg.
 FD1572;SPC TN       -   116,838.116   471,144.442   MT  0.99997988   -0 49 48.9
 FD1572;SPC TN       -   383,326.39  1,545,746.39   sFT  0.99997988   -0 49 48.9
 FD1572;UTM  16      - 3,915,042.364   462,018.810   MT  0.99961778   -0 14 31.6
 FD1572
 FD1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1572!SPC TN       -   0.99995583  x   0.99997988  =   0.99993571
 FD1572!UTM  16      -   0.99995583  x   0.99961778  =   0.99957363
 FD1572
 FD1572:                Primary Azimuth Mark                     Grid Az
 FD1572:SPC TN       -  HENRY AZ MK                              049 48 40.2
 FD1572:UTM  16      -  HENRY AZ MK                              049 13 22.9
 FD1572
 FD1572|---------------------------------------------------------------------|
 FD1572| PID    Reference Object                     Distance      Geod. Az  |
 FD1572|                                                           dddmmss.s |
 FD1572| CG6042 HENRY AZ MK                                        0485851.3 |
 FD1572| FD0920 RIDGE                               APPROX.12.7 KM 1180500.1 |
 FD1572| CG6043 HENRY RM 1                           35.226 METERS 19703     |
 FD1572| CG6045 HENRY RM 3                           26.232 METERS 21504     |
 FD1572| CG6044 HENRY RM 2                           27.554 METERS 31059     |
 FD1572| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.22.0 KM 3264338.2 |
 FD1572|---------------------------------------------------------------------|
 FD1572
 FD1572                          SUPERSEDED SURVEY CONTROL
 FD1572
 FD1572  NAD 83(1995)-  35 22 40.77092(N)    087 25 05.36143(W) AD(       ) 1
 FD1572  NAD 83(1995)-  35 22 40.77218(N)    087 25 05.36140(W) AD(       ) 1
 FD1572  NAD 83(1986)-  35 22 40.77811(N)    087 25 05.36035(W) AD(       ) 1
 FD1572  NAD 27      -  35 22 40.49900(N)    087 25 05.30800(W) AD(       ) 1
 FD1572  NGVD 29 (07/19/86)  309.2    (m)         1014.     (f) VERT ANG       
 FD1572
 FD1572.Superseded values are not recommended for survey control.
 FD1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1572.See file dsdata.txt to determine how the superseded data were derived.
 FD1572
 FD1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6201915042(NAD 83)
 FD1572_MARKER: DS = TRIANGULATION STATION DISK
 FD1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1572_STAMPING: HENRY 1934
 FD1572_MARK LOGO: CGS   
 FD1572
 FD1572  HISTORY     - Date     Condition        Report By
 FD1572  HISTORY     - 1934     MONUMENTED       CGS
 FD1572  HISTORY     - 1962     GOOD             CGS
 FD1572  HISTORY     - 1962     GOOD             CGS
 FD1572  HISTORY     - 1972     GOOD             TVA
 FD1572  HISTORY     - 1976     GOOD             NGS
 FD1572
 FD1572                          STATION DESCRIPTION
 FD1572
 FD1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1572'ABOUT 14 MILES SOUTHEAST BY SOUTH OF HOHENWALD, 7 MILES SOUTHWEST OF
 FD1572'SUMMERTOWN, 1.5
 FD1572'MILES WEST-SOUTHWEST OF HENRYVILLE POST OFFICE, ALONG
 FD1572'CENTRAL PIKE, AND ON HIGHEST
 FD1572'GROUND BETWEEN BUFFALO CREEK AND CHIEF
 FD1572'CREEK.  TO REACH FROM WAYNESBORO, GO EAST 15.6
 FD1572'MILES ON U S ROUTE 64
 FD1572'TO GRAVEL ROAD (CENTRAL PIKE) TO LEFT, TURN ABOUT 45 DEG LEFT AND
 FD1572'GO 7.9 MILES
 FD1572'NORTHEAST ON MAIN ROAD TO STATION.  TO REACH FROM
 FD1572'LAWRENCEBURG, GO WEST ABOUT
 FD1572'13 MILES TO CENTRAL PIKE AND PROCEED IN
 FD1572'LIKE MANNER.  STATION IS IN SOUTH CORNER OF
 FD1572'WOODS, 30 FEET NORTHWEST
 FD1572'OF CENTER LINE OF ROAD, 25 FEET NORTHEAST OF CENTER LINE OF
 FD1572'WOODS TRAIL,
 FD1572'AND 16 FEET SOUTH OF 18-INCH OAK TREE WITH TRIANGULAR BLAZES
 FD1572'ON SOUTH AND EAST SIDES.
 FD1572'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1572'STATION DISKS IN CONCRETE.
 FD1572'SURFACE MARD PROJECTS 6
 FD1572'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1572'REFERENCE
 FD1572'DISKS IN CONCRETE.  REFERENCE MARKS PROJECT 10
 FD1572'INCHES ABOVE GROUND.  NO 1
 FD1572'IS 55 FEET SOUTHWEST OF CENTER LINE OF
 FD1572'WOODS TRAIL, 18 FEET SOUTHEAST OF CENTER LINE
 FD1572'OF ROAD, AND 115.57
 FD1572'FEET FROM STATION S 17 DEG 93 MIN W. NO 2 IS 8 FEET
 FD1572'NORTHEAST OF
 FD1572'CENTER LINE OF WOODS TRAIL AND 90.40 FEET FROM STATION.
 FD1572'AZIMUTH MARK, PROJECTING 8 INCHES ABOVE GROUND, IS
 FD1572'150 FEET NORTHEAST OF SMALL WHITE
 FD1572'HOUSE ON SOUTHEAST SIDE OF ROAD, ON
 FD1572'PROLONGATION OF CENTER LINE OR ROAD TO SOUTHWEST, 50
 FD1572'FEET NORTHEAST
 FD1572'OF SOUTH END OF CURVE IN ROAD, 14 FEET SOUTHEAST OF CENTER LINE OF
 FD1572'ROAD, AND ABOUT
 FD1572'0.1 MILE FROM STATION.
 FD1572
 FD1572                          STATION RECOVERY (1962)
 FD1572
 FD1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CEG)
 FD1572'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1572'THE DESCRIPTION IS
 FD1572'COMPLETELY ADEQUATE.
 FD1572'
 FD1572'NOTE-TRANSFERRED FROM OBSERVATIONS OF W A Z 1962.
 FD1572
 FD1572                          STATION RECOVERY (1962)
 FD1572
 FD1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1572'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED
 FD1572'AND FOUND IN GOOD
 FD1572'CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1572'REFERENCE MARK NO 1 BUT IT
 FD1572'COULD NOT BE FOUND AND IS PRESUMED LOST
 FD1572'WHEN THE ROAD WAS WIDENED SEVERAL YEARS AGO.
 FD1572'A NEW REFERENCE MARK NO
 FD1572'3 WAS ESTABLISHED AT THE TIME OF THIS RECOVERY.  THE OLD
 FD1572'DESCRIPTION IS NO
 FD1572'LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1572'
 FD1572'THE STATION IS ON THE PROPERTY OF HAROLD FOSTER, ABOUT 14 MILES
 FD1572'SOUTH-SOUTHEAST OF
 FD1572'HOHENWALD, 7 MILES SOUTHWEST OF SUMMERTOWN, 1.5 MILES
 FD1572'SOUTH-SOUTHWEST OF
 FD1572'OLD HENRYVILLE, ON THE HIGHEST GROUND BETWEEN
 FD1572'BUFFALO CREEK AND CHIEF CREEK, AND
 FD1572'ALONG THE RIGHT-OF-WAY OF TURNPIKE
 FD1572'ROAD.
 FD1572'
 FD1572'TO REACH FROM THE TRAFFIC LIGHT ON U S HIGHWAY 64, 1 BLOCK NORTH OF
 FD1572'THE LAWRENCE COUNTY
 FD1572'COURTHOUSE SQUARE IN LAWRENCEBURG, GO WESTERLY ON U S HIGHWAY
 FD1572'64 FOR 13 MILES TO AN
 FD1572'OFFSET CROSSROAD IN THE SMALL COMMUNITY OF
 FD1572'PINEY (PINEY ROAD ON THE LEFT AND
 FD1572'TURNPIKE ROAD ON THE RIGHT).  HERE
 FD1572'TURN SHARP RIGHT ON TURNPIKE ROAD (LAWRENCE COUNTY
 FD1572'ROAD S 6312) AND
 FD1572'GO NORTHEASTERLY FOR 5.3 MILES TO THE SMALL COMMUNITY OF CENTER,
 FD1572'CONTINUE
 FD1572'NORTHEASTERLY ON TURNPIKE ROAD FOR 2.65 MILES TO THE TOP OF
 FD1572'A HIGH HILL AND THE STATION
 FD1572'IS ON THE LEFT IN THE YARD OF HAROLD
 FD1572'FOSTER.
 FD1572'
 FD1572'THE STATION IS 63 FEET SOUTH OF THE SOUTHWEST CORNER OF THE FOSTER
 FD1572'RESIDENCE, 54 FEET
 FD1572'NORTHWEST OF THE APPROXIMATE CENTER OF TURNPIKE ROAD AND 26
 FD1572'FEET NORTHEAST OF THE
 FD1572'APPROXIMATE CENTER OF A TRACK ROAD.  IT IS A
 FD1572'STANDARD DISK SET IN THE TOP OF A
 FD1572'10-INCH, ROUND, CONCRETE MONUMENT
 FD1572'THAT PROJECTS 9 INCHES AND THE DISK IS STAMPED HENRY 1934.
 FD1572'
 FD1572'REFERENCE MARK NO 2 IS ALONG THE SOUTHWEST EDGE OF THE YARD, 35 FEET
 FD1572'SOUTH OF THE SOUTHEAST
 FD1572'CORNER OF A BLOCK WELL HOUSE, 30 FEET SOUTHWEST OF THE
 FD1572'SOUTHWEST CORNER OF THE FOSTER
 FD1572'RESIDENCE, 9 FEET NORTHEAST OF THE
 FD1572'APPROXIMATE CENTER OF THE TRACK ROAD, AND 4 FEET
 FD1572'EAST OF A 6-INCH OAK
 FD1572'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1572'CONCRETE
 FD1572'MONUMENT THAT PROJECTS 9 INCHES AND THE DISK IS STAMPED
 FD1572'HENRY NO 2 1934.
 FD1572'
 FD1572'REFERENCE MARK NO 3 IS 54 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD1572'THE TRACK ROAD, 32 FEET
 FD1572'NORTHWEST OF THE APPROXIMATE CENTER OF TURNPIKE ROAD,
 FD1572'1.4 FEET NORTHWEST OF A METAL
 FD1572'WITNESS POST AND SIGN, AND ON TOP OF A
 FD1572'BANK AT THE EAST EDGE OF A CLEARING.  IT IS A
 FD1572'STANDARD DISK SET IN
 FD1572'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD1572'INCHES AND
 FD1572'THE DISK IS STAMPED HENRY NO 3 1934.
 FD1572'
 FD1572'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE
 FD1572'MARK NO 3 IS 131.1 FEET.
 FD1572'
 FD1572'THE AZIMUTH MARK IS ON THE PROPERTY OF P A PHILLIPS, 96 FEET
 FD1572'NORTHEAST OF THE
 FD1572'APPROXIMATE CENTER OF A DRIVEWAY, 50 FEET SOUTHEAST OF THE
 FD1572'APPROXIMATE CENTER
 FD1572'OF TURNPIKE ROAD, 18 FEET NORTH OF A 14-INCH OAK
 FD1572'TREE, 4 FEET WEST OF THE SOUTHWEST
 FD1572'CORNER OF A GARDEN FENCE, AND 1.0
 FD1572'FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 FD1572'IS A STANDARD
 FD1572'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FD1572'MONUMENT THAT
 FD1572'PROJECTS 10 INCHES AND THE DISK IS STAMPED HENRY
 FD1572'AZIMUTH 1934.
 FD1572'
 FD1572'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 FD1572'TURNPIKE ROAD FOR 0.1 MILE
 FD1572'TO THE P A PHILLIPS RESIDENCE ON THE RIGHT AND THE MARK.
 FD1572'
 FD1572'THE STATION WILL BE OCCUPIED BY THE TENNESSEE HIGHWAY CONTROL SURVEYS
 FD1572'PARTY.
 FD1572
 FD1572                          STATION RECOVERY (1972)
 FD1572
 FD1572'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JB)
 FD1572'HENRY 1934 RECOVERED FAIR-TOP OF CUP SLIGHTLY MARRED.  PUBLISHED
 FD1572'CALLS TO ROADS FROM TOWNS SEEM OK.  MONUMENT IN FRONT YARD OF TAN
 FD1572'BRICK HOUSE, 52.8 FEET NW OF CENTERLINE HWY. BETWEEN HENRYVILLE
 FD1572'AND CENTER, 25 FEET NE OF CENTERLINE WOODS TRAIL (DRIVEWAY) DELEATE
 FD1572'CALL TO 18 INCH OAK.  ADD 28.20 FEET NNW OF POWER POLE NO. 32.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILE SW OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY RM 1 NOT FOUND.  DESTROYED BY HWY. CONSTRUCTION, REPLACED BY
 FD1572'HENRY NO. 3 1934.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY RM 2 RECOVERED IN GOOD CONDITION.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW. OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY NO 3 RECOVERED IN GOOD CONDITION.  LOCATED 55 FEET SW OF
 FD1572'CENTERLINE WOODS TRAIL (DRIVEWAY), 32 FEET NW OF CENTERLINE HWY
 FD1572'BETWEEN HENRYVILLE AND CENTER AND 86.1 FEET SW OF STATION.
 FD1572'TENN. HWY DEPT WITNESS POST AND SIGN 2 FEET SW OF MONUMENT.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY AZI RECOVERED IN GOOD CONDITION.  FOUND MONUMENT IN BARNYARD
 FD1572'53 FEET SE OF CENTERLINE ROAD AND 150 FEET NE OF A SMALL UNPAINTED
 FD1572'HOUSE, PROJECTING 1 INCH ABOVE GROUND.  DELEATE CALLS TO
 FD1572'PROLONGATION OF RD. SW AND 50 NE OF SOUTH END OF CURVE.  TSHD SIGN
 FD1572'AND POST LOCATED 1 FOOT SE OF MONUMENT.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW OF
 FD1572'HENRYVILLE.
 FD1572
 FD1572                          STATION RECOVERY (1976)
 FD1572
 FD1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1572'THE STATION MARK, REFERENCE MARKS 2 AND 3 ALONG WITH THE AZIMUTH
 FD1572'MARK WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FD1572'
 FD1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 FD1572'SOUTHWEST OF HENRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2694 ***********************************************************************
 GB2694  DESIGNATION -  HENSLEY RESET
 GB2694  PID         -  GB2694
 GB2694  STATE/COUNTY-  TN/ROANE
 GB2694  USGS QUAD   -  PETROS (1979)
 GB2694
 GB2694                         *CURRENT SURVEY CONTROL
 GB2694  ___________________________________________________________________
 GB2694* NAD 83(1995)-  36 00 13.59605(N)    084 23 48.59145(W)     ADJUSTED  
 GB2694* NAVD 88     -       275.12   (meters)     902.6    (feet)  RESET     
 GB2694  ___________________________________________________________________
 GB2694  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 GB2694  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2694
 GB2694  HORZ ORDER  -  SECOND
 GB2694  VERT ORDER  -  THIRD
 GB2694
 GB2694.The horizontal coordinates were established by classical geodetic methods
 GB2694.and adjusted by the National Geodetic Survey in April 1999..
 GB2694
 GB2694.The orthometric height was computed from unverified reset data.
 GB2694.No vertical observational check was made to the station.
 GB2694
 GB2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2694
 GB2694.The geoid height was determined by GEOID03.
 GB2694
 GB2694;                    North         East     Units Scale Factor Converg.
 GB2694;SPC TN       -   186,518.255   744,527.450   MT  0.99995277   +0 56 18.8
 GB2694;SPC TN       -   611,935.31  2,442,670.48   sFT  0.99995277   +0 56 18.8
 GB2694;UTM  16      - 3,987,501.841   734,631.399   MT  1.00027839   +1 31 51.4
 GB2694
 GB2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2694!SPC TN       -   0.99996156  x   0.99995277  =   0.99991433
 GB2694!UTM  16      -   0.99996156  x   1.00027839  =   1.00023994
 GB2694
 GB2694|---------------------------------------------------------------------|
 GB2694| PID    Reference Object                     Distance      Geod. Az  |
 GB2694|                                                           dddmmss.s |
 GB2694| GB0527 HENSLEY RM 1                         16.337 METERS 02126     |
 GB2694| GB0532 HENSLEY AZ MK                                      2401432.6 |
 GB2694| GB0529 HENSLEY RM 2                         20.264 METERS 26432     |
 GB2694|---------------------------------------------------------------------|
 GB2694
 GB2694                          SUPERSEDED SURVEY CONTROL
 GB2694
 GB2694  NAD 83(1995)-  36 00 13.60362(N)    084 23 48.59116(W) AD(       ) 2
 GB2694  NAD 83(1995)-  36 00 13.60364(N)    084 23 48.59098(W) AD(       ) 2
 GB2694  NAD 83(1986)-  36 00 13.60933(N)    084 23 48.58946(W) AD(       ) 2
 GB2694  NGVD 29 (10/12/01)  275.25   (m)          903.0    (f) RESET       3  
 GB2694
 GB2694.Superseded values are not recommended for survey control.
 GB2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2694.See file dsdata.txt to determine how the superseded data were derived.
 GB2694
 GB2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3463187502(NAD 83)
 GB2694_MARKER: DS = TRIANGULATION STATION DISK
 GB2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2694_SP_SET: CONCRETE POST
 GB2694_STAMPING: HENSLEY 1965 1984
 GB2694_MARK LOGO: NGS   
 GB2694_PROJECTION: RECESSED 23 CENTIMETERS
 GB2694_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2694+STABILITY: SURFACE MOTION
 GB2694
 GB2694  HISTORY     - Date     Condition        Report By
 GB2694  HISTORY     - 1984     MONUMENTED       NGS
 GB2694  HISTORY     - 19840515 GOOD             NGS
 GB2694
 GB2694                          STATION DESCRIPTION
 GB2694
 GB2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GB2694'8.0 KM (4.95 MI) SW FROM OLIVER SPRINGS.
 GB2694'7.7 KM (4.80 MI) SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 GB2694'WITH STATE HIGHWAY 61 IN OLIVER SPRINGS TO A PAVED ROAD LEFT, TURN
 GB2694'LEFT, CROSSING THE RAILROAD AT MILEPOST 40 AND TURN LEFT AGAIN AND GO
 GB2694'NORTHEAST ON THE PAVED ROAD ALONG THE RAILROAD 0.2 KM (0.10 MI) TO
 GB2694'THE MARK, 11.0 M (36.1 FT) SOUTHEAST OF POWERPOLE NUMBER 3, 9.1 M
 GB2694'(29.9 FT) SOUTH OF THE EDGE OF AN EMBANKMENT ABOVE THE RAILROAD, 5.8 M
 GB2694'(19.0 FT) SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 2.9 M
 GB2694'(9.5 FT) SOUTHWEST OF A WIRE FENCE.
 GB2694'THE MARK IS 0.3 M ABOVE THE ROAD.
 GB2694
 GB2694                          STATION RECOVERY (1984)
 GB2694
 GB2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GB2694'THE STATION SURFACE MONUMENT WAS FOUND UPROOTED AND THE DISK WAS
 GB2694'SALVAGED.  THE UNDERGROUND MARK AND REFERENCE MARKS 1 AND 2 WERE
 GB2694'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE
 GB2694'RAILROAD WAS WIDENED.  NEW STATION AND AZIMUTH MARK WERE ESTABLISHED.
 GB2694'A NEW DESCRIPTION FOLLOWS.
 GB2694' 
 GB2694'THE STATION IS LOCATED ABOUT 63 KM (39.15 MI) WEST OF KNOXVILLE, 14 KM
 GB2694'(8.70 MI) NORTHEAST OF HARRIMAN, 8 KM (4.95 MI) SOUTHWEST OF OLIVER
 GB2694'SPRINGS, IN A GARDEN ON LAND OWNED BY EARNEST WHITLOCK WHO GRANTED
 GB2694'PERMISSION TO OCCUPY THE STATION.  ADDRESS ROUTE 2 BOX 184B, HARRIMAN,
 GB2694'TN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 61
 GB2694'AND 62 IN OLIVER SPRINGS, GO SOUTHWEST ON HIGHWAY 62 FOR 7.7 KM (4.80
 GB2694'MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND CROSS THE RAILROAD
 GB2694'TRACKS TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ALONG THE
 GB2694'RAILROAD ON A PAVED ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 GB2694'RIGHT.  THE STATION IS ABOUT 0.2 KM (0.10 MI) NORTHEAST OF RAILROAD
 GB2694'MILEPOST 40.
 GB2694' 
 GB2694'THE STATION IS A STANDARD NGS DISK STAMPED---HENSLEY 1965 1984---, SET
 GB2694'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 GB2694'DIAMETER, RECESSED 9 INCHES, 23 CM, BELOW THE GROUND.  THE STATION IS
 GB2694'LOCATED 11.0 METERS (36.1 FT) SOUTHEAST FROM POWER POLE NUMBER 3, 9.1
 GB2694'METERS (29.9 FT) SOUTH FROM THE EDGE OF AN EMBANKMENT ABOVE THE
 GB2694'RAILROAD, 5.8 METERS (19.0 FT) SOUTH FROM THE CENTERLINE OF A PAVED
 GB2694'ROAD, 2.9 METERS (9.5 FT) SOUTHWEST FROM A WIRE FENCE.
 GB2694' 
 GB2694'REFERENCE MARK NO 1 IS A STANDARD THD DISK STAMPED--HENSLEY NO 1
 GB2694'1965--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 GB2694'(25 CM) IN DIAMETER, RECESSED 2 INCHES (5 CM)BELOW THE GROUND.  THE
 GB2694'STATION IS LOCATED 7.9 METERS (25.9 FT) NORTH-NORTHEAST FROM THE
 GB2694'CENTERLINE OF A PAVED ROAD, 5.3 METERS (17.4 FT) NORTHEAST FROM POWER
 GB2694'POLE NUMBER 3, 0.9 METERS (3.0 FT) WEST FROM A CARSONITE WITNESS POST,
 GB2694'0.6 METERS (2.0 FT) SOUTH FROM THE EDGE OF AN EMBANKMENT ABOVE THE
 GB2694'RAILROAD, AND 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
 GB2694' 
 GB2694'REFERENCE MARK NO 2 IS A STANDARD THD DISK STAMPED--HENSLEY NO 2
 GB2694'1965--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 GB2694'(25 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 GB2694'31.7 METERS (104.0 FT) NORTHEAST FROM THE JUNCTION OF THE PAVED ROAD
 GB2694'AND A GRAVEL ROAD, 27.1 METERS (88.9 FT) SOUTHWEST FROM POWER POLE
 GB2694'NUMBER 3, 2.6 2.6 METERS (8.5 FT) NORTHWEST FROM THE CENTERLINE OF
 GB2694'THE PAVED ROAD, 0.3 METERS (1.0 FT) SOUTHEAST FROM THE EDGE OF AN
 GB2694'EMBANKMENT ABOVE THE RAILROAD AND 0.4 METERS (1.3 FT) LOWER THAN THE
 GB2694'STATION.
 GB2694' 
 GB2694'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---HENSLEY 1965 NO 2
 GB2694'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 GB2694'(25 CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE
 GB2694'STATION IS LOCATED 15.2 METERS (49.9 FT) NORTHWEST FROM THE NORTH RAIL
 GB2694'OF THE RAILROAD, 8.8 METERS (28.9 FT) EAST FROM THE EXTENDED WEST FACE
 GB2694'OF A TAVERN, 6.7 METERS (22.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 GB2694'ROAD, 1.5 METERS (4.9 FT) SOUTH FROM A MAILBOX, 0.52 METERS (1.71 FT)
 GB2694'NORTHEAST FROM A POWER POLE NUMBER 91112. THE STATION IS LOCATED ABOUT
 GB2694'63 KM (39.15 MI) WEST OF KNOXVILLE, 14 KM (8.70 MI) NORTHEAST OF
 GB2694'HARRIMAN, 8 KM (4.95 MI) SOUTHWEST OF OLIVE SPRINGS, ON THE RIGHT OF
 GB2694'WAY BETWEEN STATE HIGHWAY 62 AND A RAILROAD AND ACROSS THE ROAD FROM A
 GB2694'TAVERN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 GB2694'61 AND 62 IN OLIVE SPRINGS GO SOUTHWEST ON HIGHWAY 62 FOR 8.1 KM (5.05
 GB2694'MI) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0527 ***********************************************************************
 GB0527  DESIGNATION -  HENSLEY RM 1
 GB0527  PID         -  GB0527
 GB0527  STATE/COUNTY-  TN/ROANE
 GB0527  USGS QUAD   -  PETROS (1979)
 GB0527
 GB0527                         *CURRENT SURVEY CONTROL
 GB0527  ___________________________________________________________________
 GB0527* NAD 83(1986)-  36 00 13.     (N)    084 23 48.     (W)     SCALED    
 GB0527* NAVD 88     -       274.544  (meters)     900.73   (feet)  ADJUSTED  
 GB0527  ___________________________________________________________________
 GB0527  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0527  DYNAMIC HT  -         274.294 (meters)     899.91  (feet)  COMP
 GB0527  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GB0527
 GB0527  VERT ORDER  -  FIRST     CLASS I
 GB0527
 GB0527.The horizontal coordinates were scaled from a topographic map and have
 GB0527.an estimated accuracy of +/- 6 seconds.
 GB0527
 GB0527.The orthometric height was determined by differential leveling
 GB0527.and adjusted by the National Geodetic Survey in June 1991..
 GB0527
 GB0527.The geoid height was determined by GEOID03.
 GB0527
 GB0527.The dynamic height is computed by dividing the NAVD 88
 GB0527.geopotential number by the normal gravity value computed on the
 GB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0527.degrees latitude (g = 980.6199 gals.).
 GB0527
 GB0527.The modeled gravity was interpolated from observed gravity values.
 GB0527
 GB0527;                    North         East    Units  Estimated Accuracy
 GB0527;SPC TN       -   186,500.      744,540.      MT  (+/- 180 meters Scaled)
 GB0527
 GB0527                          SUPERSEDED SURVEY CONTROL
 GB0527
 GB0527  NGVD 29 (??/??/92)  274.670  (m)          901.15   (f) ADJ UNCH    1 1
 GB0527
 GB0527.Superseded values are not recommended for survey control.
 GB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0527.See file dsdata.txt to determine how the superseded data were derived.
 GB0527
 GB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE346874(NAD 83)
 GB0527_MARKER: DR = REFERENCE MARK DISK
 GB0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0527_STAMPING: HENSLEY RM 1 1965
 GB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0527+STABILITY: SURFACE MOTION
 GB0527
 GB0527  HISTORY     - Date     Condition        Report By
 GB0527  HISTORY     - 1965     MONUMENTED       TNHD
 GB0527  HISTORY     - 1965     GOOD             NGS
 GB0527  HISTORY     - 1967     GOOD             CGS
 GB0527
 GB0527                          STATION DESCRIPTION
 GB0527
 GB0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GB0527'5 MI SW FROM OLIVER SPRINGS.
 GB0527'AT THE HENSLEY 1965 STATION SITE, 50 FEET SOUTHEAST OF THE
 GB0527'SOUTH RAIL OF THE SOUTHERN RAILROAD AND ABOUT 20 FEET ABOVE THE
 GB0527'TRACKS, 31 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB0527'ROAD AND 12 FEET SOUTHWEST OF A TELEPHONE POLE.  IT IS A STANDARD
 GB0527'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0527'FLUSH, CONCRETE MONUMENT, STAMPED HENSLEY RM-1 1965.
 GB0527
 GB0527                          STATION RECOVERY (1967)
 GB0527
 GB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GB0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0529 ***********************************************************************
 GB0529  DESIGNATION -  HENSLEY RM 2
 GB0529  PID         -  GB0529
 GB0529  STATE/COUNTY-  TN/ROANE
 GB0529  USGS QUAD   -  PETROS (1979)
 GB0529
 GB0529                         *CURRENT SURVEY CONTROL
 GB0529  ___________________________________________________________________
 GB0529* NAD 83(1986)-  36 00 13.     (N)    084 23 48.     (W)     SCALED    
 GB0529* NAVD 88     -       274.685  (meters)     901.20   (feet)  ADJUSTED  
 GB0529  ___________________________________________________________________
 GB0529  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0529  DYNAMIC HT  -         274.435 (meters)     900.38  (feet)  COMP
 GB0529  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GB0529
 GB0529  VERT ORDER  -  FIRST     CLASS I
 GB0529
 GB0529.The horizontal coordinates were scaled from a topographic map and have
 GB0529.an estimated accuracy of +/- 6 seconds.
 GB0529
 GB0529.The orthometric height was determined by differential leveling
 GB0529.and adjusted by the National Geodetic Survey in June 1991..
 GB0529
 GB0529.The geoid height was determined by GEOID03.
 GB0529
 GB0529.The dynamic height is computed by dividing the NAVD 88
 GB0529.geopotential number by the normal gravity value computed on the
 GB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0529.degrees latitude (g = 980.6199 gals.).
 GB0529
 GB0529.The modeled gravity was interpolated from observed gravity values.
 GB0529
 GB0529;                    North         East    Units  Estimated Accuracy
 GB0529;SPC TN       -   186,500.      744,540.      MT  (+/- 180 meters Scaled)
 GB0529
 GB0529                          SUPERSEDED SURVEY CONTROL
 GB0529
 GB0529  NGVD 29 (??/??/92)  274.812  (m)          901.61   (f) ADJ UNCH    1 1
 GB0529
 GB0529.Superseded values are not recommended for survey control.
 GB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0529.See file dsdata.txt to determine how the superseded data were derived.
 GB0529
 GB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE346874(NAD 83)
 GB0529_MARKER: DR = REFERENCE MARK DISK
 GB0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0529_STAMPING: HENSLEY RM 2 1965
 GB0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0529+STABILITY: SURFACE MOTION
 GB0529
 GB0529  HISTORY     - Date     Condition        Report By
 GB0529  HISTORY     - 1965     MONUMENTED       TNHD
 GB0529  HISTORY     - 1965     GOOD             NGS
 GB0529  HISTORY     - 1967     GOOD             CGS
 GB0529
 GB0529                          STATION DESCRIPTION
 GB0529
 GB0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GB0529'5 MI SW FROM OLIVER SPRINGS.
 GB0529'AT THE HENSLEY 1965 STATION SITE, 50 FEET SOUTHEAST OF THE
 GB0529'SOUTH RAIL OF THE SOUTHERN RAILROAD AND ABOUT 20 FEET ABOVE THE
 GB0529'TRACKS, AND 10 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GB0529'GRAVELED ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0529'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0529'HENSLEY RM-2 1965.
 GB0529
 GB0529                          STATION RECOVERY (1967)
 GB0529
 GB0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GB0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0969 ***********************************************************************
 FD0969  DESIGNATION -  HERB
 FD0969  PID         -  FD0969
 FD0969  STATE/COUNTY-  TN/WAYNE
 FD0969  USGS QUAD   -  EAGLE CREEK (1972)
 FD0969
 FD0969                         *CURRENT SURVEY CONTROL
 FD0969  ___________________________________________________________________
 FD0969* NAD 83(1986)-  35 18 22.     (N)    087 54 36.     (W)     SCALED    
 FD0969* NAVD 88     -       167.312  (meters)     548.92   (feet)  ADJUSTED  
 FD0969  ___________________________________________________________________
 FD0969  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0969  DYNAMIC HT  -         167.157 (meters)     548.41  (feet)  COMP
 FD0969  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FD0969
 FD0969  VERT ORDER  -  SECOND    CLASS 0
 FD0969
 FD0969.The horizontal coordinates were scaled from a topographic map and have
 FD0969.an estimated accuracy of +/- 6 seconds.
 FD0969
 FD0969.The orthometric height was determined by differential leveling
 FD0969.and adjusted by the National Geodetic Survey in June 1991..
 FD0969
 FD0969.The geoid height was determined by GEOID03.
 FD0969
 FD0969.The dynamic height is computed by dividing the NAVD 88
 FD0969.geopotential number by the normal gravity value computed on the
 FD0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0969.degrees latitude (g = 980.6199 gals.).
 FD0969
 FD0969.The modeled gravity was interpolated from observed gravity values.
 FD0969
 FD0969;                    North         East    Units  Estimated Accuracy
 FD0969;SPC TN       -   109,630.      426,300.      MT  (+/- 180 meters Scaled)
 FD0969
 FD0969                          SUPERSEDED SURVEY CONTROL
 FD0969
 FD0969  NGVD 29 (??/??/92)  167.300  (m)          548.88   (f) ADJ UNCH    2 0
 FD0969
 FD0969.Superseded values are not recommended for survey control.
 FD0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0969.See file dsdata.txt to determine how the superseded data were derived.
 FD0969
 FD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172073(NAD 83)
 FD0969_MARKER: DD = SURVEY DISK
 FD0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0969_STAMPING: HERB 1962
 FD0969_MARK LOGO: TNHD  
 FD0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0969+STABILITY: SURFACE MOTION
 FD0969
 FD0969  HISTORY     - Date     Condition        Report By
 FD0969  HISTORY     - 1962     MONUMENTED       TNHD
 FD0969
 FD0969                          STATION DESCRIPTION
 FD0969
 FD0969'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0969'8 MI W FROM WAYNESBORO.
 FD0969'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE ROUTE 114, GO
 FD0969'EAST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A HIGHWAY CUT AND THE
 FD0969'MARK ON THE LEFT.  THE STATION MARK IS 150 FEET NORTH OF THE
 FD0969'CENTERLINE OF U.S. HIGHWAY 64, 19 FEET NORTH OF A POWER POLE
 FD0969'AND 1.8 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0969'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0969'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1611 ***********************************************************************
 FD1611  DESIGNATION -  HERB
 FD1611  PID         -  FD1611
 FD1611  STATE/COUNTY-  TN/WAYNE
 FD1611  USGS QUAD   -  EAGLE CREEK (1972)
 FD1611
 FD1611                         *CURRENT SURVEY CONTROL
 FD1611  ___________________________________________________________________
 FD1611* NAD 83(1995)-  35 18 23.03267(N)    087 54 36.23157(W)     ADJUSTED  
 FD1611* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 FD1611  ___________________________________________________________________
 FD1611  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FD1611  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1611
 FD1611  HORZ ORDER  -  SECOND
 FD1611
 FD1611.The horizontal coordinates were established by classical geodetic methods
 FD1611.and adjusted by the National Geodetic Survey in April 1999..
 FD1611
 FD1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1611
 FD1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1611
 FD1611.The geoid height was determined by GEOID03.
 FD1611
 FD1611;                    North         East     Units Scale Factor Converg.
 FD1611;SPC TN       -   109,656.719   426,298.862   MT  0.99999053   -1 07 05.6
 FD1611;SPC TN       -   359,765.42  1,398,615.52   sFT  0.99999053   -1 07 05.6
 FD1611;UTM  16      - 3,907,402.064   417,264.707   MT  0.99968436   -0 31 33.6
 FD1611
 FD1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1611!SPC TN       -   0.99997809  x   0.99999053  =   0.99996862
 FD1611!UTM  16      -   0.99997809  x   0.99968436  =   0.99966245
 FD1611
 FD1611|---------------------------------------------------------------------|
 FD1611| PID    Reference Object                     Distance      Geod. Az  |
 FD1611|                                                           dddmmss.s |
 FD1611| FD0970 HERB RM 1                            11.389 METERS 11401     |
 FD1611| FD0968 HERB RM 2                            19.176 METERS 27841     |
 FD1611| FD0966 GUS                                 APPROX. 2.4 KM 2784743.0 |
 FD1611|---------------------------------------------------------------------|
 FD1611
 FD1611                          SUPERSEDED SURVEY CONTROL
 FD1611
 FD1611  NAD 83(1995)-  35 18 23.03680(N)    087 54 36.23236(W) AD(       ) 2
 FD1611  NAD 83(1995)-  35 18 23.03685(N)    087 54 36.23241(W) AD(       ) 2
 FD1611  NAD 83(1995)-  35 18 23.03879(N)    087 54 36.23157(W) AD(       ) 2
 FD1611  NAD 83(1986)-  35 18 23.04223(N)    087 54 36.23091(W) AD(       ) 2
 FD1611  NAD 27      -  35 18 22.76370(N)    087 54 36.13570(W) AD(       ) 2
 FD1611  NGVD 29 (07/19/86)  167.5    (m)          550.     (f) VERT ANG       
 FD1611
 FD1611.Superseded values are not recommended for survey control.
 FD1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1611.See file dsdata.txt to determine how the superseded data were derived.
 FD1611
 FD1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1726507402(NAD 83)
 FD1611_MARKER: DD = SURVEY DISK
 FD1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1611_MARK LOGO: TNHD  
 FD1611
 FD1611  HISTORY     - Date     Condition        Report By
 FD1611  HISTORY     - 1962     MONUMENTED       TNHD
 FD1611
 FD1611                          STATION DESCRIPTION
 FD1611
 FD1611'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1611'THE STATION IS LOCATED ABOUT 8 MILES WEST OF WAYNESBORO.
 FD1611'
 FD1611'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 114 AND 15, GO
 FD1611'2.2 MILES EAST ON
 FD1611'STATE ROUTE 15 TO A HIGHWAY CUT AND THE STATION ON
 FD1611'THE LEFT AS DESCRIBED.
 FD1611'
 FD1611'THE STATION IS ABOUT 150 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1611'STATE ROUTE 15, 19
 FD1611'FEET NORTH OF A POWERPOLE, AND 1.8 FEET SOUTH OF A
 FD1611'WITNESS POST.  SURFACE AND
 FD1611'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD1611'HIGHWAY DEPARTMENT DISKS STAMPED HERB 1962.
 FD1611'THE UNDERGROUND MARK IS
 FD1611'ABOUT 50 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS
 FD1611'SET IN A 10-INCH
 FD1611'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1611'
 FD1611'REFERENCE MARK NO 1 IS 37 FEET EAST OF A POWERPOLE AND 7 FEET
 FD1611'SOUTHWEST OF A
 FD1611'STUMP.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1611'CEMENTED FLUSH IN A
 FD1611'DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK
 FD1611'IS STAMPED HERB RM-1 1962.
 FD1611'
 FD1611'REFERENCE MARK NO 2 IS 66 FEET WEST OF A FENCE.  THE MARK IS A
 FD1611'STANDARD TENNESSEE
 FD1611'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 FD1611'OUTCROPPING BEDROCK AND THE
 FD1611'DISK IS STAMPED HERB RM-2 1962.
 FD1611'
 FD1611'NO AZIMUTH MARK WAS POURED AT THIS STATION SITE BECAUSE STATION GUS
 FD1611'WAS VISIBLE FROM THE  GROUND.
 FD1611'
 FD1611'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0970 ***********************************************************************
 FD0970  DESIGNATION -  HERB RM 1
 FD0970  PID         -  FD0970
 FD0970  STATE/COUNTY-  TN/WAYNE
 FD0970  USGS QUAD   -  EAGLE CREEK (1972)
 FD0970
 FD0970                         *CURRENT SURVEY CONTROL
 FD0970  ___________________________________________________________________
 FD0970* NAD 83(1986)-  35 18 22.     (N)    087 54 36.     (W)     SCALED    
 FD0970* NAVD 88     -       166.560  (meters)     546.46   (feet)  ADJUSTED  
 FD0970  ___________________________________________________________________
 FD0970  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0970  DYNAMIC HT  -         166.406 (meters)     545.95  (feet)  COMP
 FD0970  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FD0970
 FD0970  VERT ORDER  -  SECOND    CLASS 0
 FD0970
 FD0970.The horizontal coordinates were scaled from a topographic map and have
 FD0970.an estimated accuracy of +/- 6 seconds.
 FD0970
 FD0970.The orthometric height was determined by differential leveling
 FD0970.and adjusted by the National Geodetic Survey in June 1991..
 FD0970
 FD0970.The geoid height was determined by GEOID03.
 FD0970
 FD0970.The dynamic height is computed by dividing the NAVD 88
 FD0970.geopotential number by the normal gravity value computed on the
 FD0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0970.degrees latitude (g = 980.6199 gals.).
 FD0970
 FD0970.The modeled gravity was interpolated from observed gravity values.
 FD0970
 FD0970;                    North         East    Units  Estimated Accuracy
 FD0970;SPC TN       -   109,630.      426,300.      MT  (+/- 180 meters Scaled)
 FD0970
 FD0970                          SUPERSEDED SURVEY CONTROL
 FD0970
 FD0970  NGVD 29 (??/??/92)  166.548  (m)          546.42   (f) ADJ UNCH    2 0
 FD0970
 FD0970.Superseded values are not recommended for survey control.
 FD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0970.See file dsdata.txt to determine how the superseded data were derived.
 FD0970
 FD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172073(NAD 83)
 FD0970_MARKER: DD = SURVEY DISK
 FD0970_SETTING: 66 = SET IN ROCK OUTCROP
 FD0970_SP_SET: OUTCROPPING BEDROCK
 FD0970_STAMPING: HERB RM 1 1962
 FD0970_MARK LOGO: TNHD  
 FD0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0970+STABILITY: POSITION/ELEVATION WELL
 FD0970
 FD0970  HISTORY     - Date     Condition        Report By
 FD0970  HISTORY     - 1962     MONUMENTED       TNHD
 FD0970
 FD0970                          STATION DESCRIPTION
 FD0970
 FD0970'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0970'8 MI W FROM WAYNESBORO.
 FD0970'THIS MARK IS LOCATED AT THE HERB 1962 STATION SITE, 37 FEET
 FD0970'EAST OF A POWERPOLE, 7 FEET SOUTHWEST OF A STUMP AND 37 FEET
 FD0970'EAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0970'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN OUTCROPPING
 FD0970'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0968 ***********************************************************************
 FD0968  DESIGNATION -  HERB RM 2
 FD0968  PID         -  FD0968
 FD0968  STATE/COUNTY-  TN/WAYNE
 FD0968  USGS QUAD   -  EAGLE CREEK (1972)
 FD0968
 FD0968                         *CURRENT SURVEY CONTROL
 FD0968  ___________________________________________________________________
 FD0968* NAD 83(1986)-  35 18 22.     (N)    087 54 36.     (W)     SCALED    
 FD0968* NAVD 88     -       166.132  (meters)     545.05   (feet)  ADJUSTED  
 FD0968  ___________________________________________________________________
 FD0968  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0968  DYNAMIC HT  -         165.979 (meters)     544.55  (feet)  COMP
 FD0968  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FD0968
 FD0968  VERT ORDER  -  SECOND    CLASS 0
 FD0968
 FD0968.The horizontal coordinates were scaled from a topographic map and have
 FD0968.an estimated accuracy of +/- 6 seconds.
 FD0968
 FD0968.The orthometric height was determined by differential leveling
 FD0968.and adjusted by the National Geodetic Survey in June 1991..
 FD0968
 FD0968.The geoid height was determined by GEOID03.
 FD0968
 FD0968.The dynamic height is computed by dividing the NAVD 88
 FD0968.geopotential number by the normal gravity value computed on the
 FD0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0968.degrees latitude (g = 980.6199 gals.).
 FD0968
 FD0968.The modeled gravity was interpolated from observed gravity values.
 FD0968
 FD0968;                    North         East    Units  Estimated Accuracy
 FD0968;SPC TN       -   109,630.      426,300.      MT  (+/- 180 meters Scaled)
 FD0968
 FD0968                          SUPERSEDED SURVEY CONTROL
 FD0968
 FD0968  NGVD 29 (??/??/92)  166.119  (m)          545.01   (f) ADJ UNCH    2 0
 FD0968
 FD0968.Superseded values are not recommended for survey control.
 FD0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0968.See file dsdata.txt to determine how the superseded data were derived.
 FD0968
 FD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172073(NAD 83)
 FD0968_MARKER: DD = SURVEY DISK
 FD0968_SETTING: 66 = SET IN ROCK OUTCROP
 FD0968_SP_SET: OUTCROPPING BEDROCK
 FD0968_STAMPING: HERB RM 2 1962
 FD0968_MARK LOGO: TNHD  
 FD0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0968+STABILITY: POSITION/ELEVATION WELL
 FD0968
 FD0968  HISTORY     - Date     Condition        Report By
 FD0968  HISTORY     - 1962     MONUMENTED       TNHD
 FD0968
 FD0968                          STATION DESCRIPTION
 FD0968
 FD0968'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0968'8 MI W FROM WAYNESBORO.
 FD0968'THIS MARK IS LOCATED AT THE HERB 1962 STATION SITE, 66 FEET
 FD0968'WEST OF A FENCE AND 63 FEET WEST OF THE STATION.  THE MARK IS A
 FD0968'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 FD0968'DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0593 ***********************************************************************
 GC0593  DESIGNATION -  HERBERT
 GC0593  PID         -  GC0593
 GC0593  STATE/COUNTY-  TN/DAVIDSON
 GC0593  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0593
 GC0593                         *CURRENT SURVEY CONTROL
 GC0593  ___________________________________________________________________
 GC0593* NAD 83(1995)-  36 09 17.72568(N)    086 49 28.36744(W)     ADJUSTED  
 GC0593* NAVD 88     -       219.856  (meters)     721.31   (feet)  ADJUSTED  
 GC0593  ___________________________________________________________________
 GC0593  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC0593  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0593  DYNAMIC HT  -         219.668 (meters)     720.69  (feet)  COMP
 GC0593  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0593
 GC0593  HORZ ORDER  -  SECOND
 GC0593  VERT ORDER  -  SECOND    CLASS 0
 GC0593
 GC0593.The horizontal coordinates were established by classical geodetic methods
 GC0593.and adjusted by the National Geodetic Survey in April 1999..
 GC0593
 GC0593.The orthometric height was determined by differential leveling
 GC0593.and adjusted by the National Geodetic Survey in June 1991..
 GC0593
 GC0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0593
 GC0593.The geoid height was determined by GEOID03.
 GC0593
 GC0593.The dynamic height is computed by dividing the NAVD 88
 GC0593.geopotential number by the normal gravity value computed on the
 GC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0593.degrees latitude (g = 980.6199 gals.).
 GC0593
 GC0593.The modeled gravity was interpolated from observed gravity values.
 GC0593
 GC0593;                    North         East     Units Scale Factor Converg.
 GC0593;SPC TN       -   202,417.680   525,805.074   MT  0.99996403   -0 28 57.8
 GC0593;SPC TN       -   664,098.67  1,725,078.81   sFT  0.99996403   -0 28 57.8
 GC0593;UTM  16      - 4,001,146.246   515,782.226   MT  0.99960307   +0 06 12.6
 GC0593
 GC0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0593!SPC TN       -   0.99997009  x   0.99996403  =   0.99993412
 GC0593!UTM  16      -   0.99997009  x   0.99960307  =   0.99957317
 GC0593
 GC0593|---------------------------------------------------------------------|
 GC0593| PID    Reference Object                     Distance      Geod. Az  |
 GC0593|                                                           dddmmss.s |
 GC0593| GC0592 HERBERT RM 1                         19.547 METERS 05518     |
 GC0593| GC2289 NASHVILLE HERBERT RAD TWR 1959        4.906 METERS 10357     |
 GC0593| GC0594 HERBERT RM 2                         16.992 METERS 14700     |
 GC0593| GC0454 LOVE                                APPROX. 2.0 KM 1561551.5 |
 GC0593| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 4.0 KM 2471746.0 |
 GC0593|---------------------------------------------------------------------|
 GC0593
 GC0593                          SUPERSEDED SURVEY CONTROL
 GC0593
 GC0593  NAD 83(1995)-  36 09 17.72773(N)    086 49 28.36935(W) AD(       ) 2
 GC0593  NAD 83(1995)-  36 09 17.72964(N)    086 49 28.36966(W) AD(       ) 2
 GC0593  NAD 83(1986)-  36 09 17.73591(N)    086 49 28.37058(W) AD(       ) 2
 GC0593  NAD 27      -  36 09 17.52950(N)    086 49 28.36890(W) AD(       ) 2
 GC0593  NGVD 29 (??/??/92)  219.875  (m)          721.37   (f) ADJ UNCH    2 0
 GC0593
 GC0593.Superseded values are not recommended for survey control.
 GC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0593.See file dsdata.txt to determine how the superseded data were derived.
 GC0593
 GC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1578201146(NAD 83)
 GC0593_MARKER: DE = TRAVERSE STATION DISK
 GC0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0593_STAMPING: HERBERT 1959
 GC0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0593+STABILITY: SURFACE MOTION
 GC0593
 GC0593  HISTORY     - Date     Condition        Report By
 GC0593  HISTORY     - 1959     MONUMENTED       CGS
 GC0593  HISTORY     - 1959     GOOD             CGS
 GC0593
 GC0593                          STATION DESCRIPTION
 GC0593
 GC0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0593'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF DOWNTOWN NASHVILLE,
 GC0593'AT THE T.L. HERBERT RADIO TRANSMISSION TOWER SITE, ABOUT 0.15 MILE
 GC0593'NORTH OF CHARLOTTE ROAD AND JUST WEST OF 33RD STREET ON PROPERTY
 GC0593'OWNED BY THE T.L. HERBERT SAND AND GRAVEL CO.
 GC0593'
 GC0593'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC0593'CHARLOTTE ROAD IN THE WEST SECTION OF NASHVILLE, GO EAST ON
 GC0593'CHARLOTTE ROAD (U.S. HIGHWAY 70) FOR 0.9 MILE TO 33RD STREET LEFT,
 GC0593'TURN LEFT AND GO NORTH ON 33RD STREE FOR 0.15 MILE TO RADIO
 GC0593'TOWER AND STATION SITE AS DESCRIBED.
 GC0593'
 GC0593'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HERBERT 1959.
 GC0593'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC0593'FLUCH WITH THE SURFACE OF THE GROUND. IT IS 18 FEET NORTH-NORTHWEST
 GC0593'OF THE NORTHWEST CORNER OF A SMALL BRICK BUILDING AND 10 FEET
 GC0593'NORTHWEST OF THE NORTHWEST LEG OF RADIO TOWER.
 GC0593'
 GC0593'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0593'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED HERBERT
 GC0593'1959.
 GC0593'
 GC0593'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED HERBERT NO.
 GC0593'1 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0593'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 113 FEET
 GC0593'NORTHWEST OF A POWER LINE POLE, 50 FEET NORTH-NORTHEAST OF THE
 GC0593'NORTHEAST LEG OF RADIO TOWER AND ABOUT 5 FEET LOWER THAN THE STATION
 GC0593'MARK.
 GC0593'
 GC0593'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED HERBERT NO.
 GC0593'2 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0593'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 59 FEET
 GC0593'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 28 FEET SOUTH OF
 GC0593'THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING AND ABOUT 4 FEET LOWER
 GC0593'THAN THE STATION MARK.
 GC0593'
 GC0593'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 GC0593'
 GC0593'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 GC0593
 GC0593                          STATION RECOVERY (1959)
 GC0593
 GC0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0593'AT NASHVILLE.
 GC0593'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0593'NASHVILLE, GO EAST ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR
 GC0593'1.0 MILE TO 33RD STREET, THENCE 0.15 MILE NORTH ON 33RD STREET
 GC0593'TO A RADIO TOWER AND THE STATION, 18 FT. NORTH-NORTHWEST OF THE
 GC0593'NORTHWEST CORNER OF A SMALL BRICK BUILDING AND 10 FT. NORTHWEST OF
 GC0593'THE NORTHWEST LEG OF THE RADIO TOWER, A DISK SET IN TOP OF A
 GC0593'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0592 ***********************************************************************
 GC0592  DESIGNATION -  HERBERT RM 1
 GC0592  PID         -  GC0592
 GC0592  STATE/COUNTY-  TN/DAVIDSON
 GC0592  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0592
 GC0592                         *CURRENT SURVEY CONTROL
 GC0592  ___________________________________________________________________
 GC0592* NAD 83(1986)-  36 09 17.     (N)    086 49 28.     (W)     SCALED    
 GC0592* NAVD 88     -       217.572  (meters)     713.82   (feet)  ADJUSTED  
 GC0592  ___________________________________________________________________
 GC0592  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0592  DYNAMIC HT  -         217.386 (meters)     713.21  (feet)  COMP
 GC0592  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0592
 GC0592  VERT ORDER  -  SECOND    CLASS 0
 GC0592
 GC0592.The horizontal coordinates were scaled from a topographic map and have
 GC0592.an estimated accuracy of +/- 6 seconds.
 GC0592
 GC0592.The orthometric height was determined by differential leveling
 GC0592.and adjusted by the National Geodetic Survey in June 1991..
 GC0592
 GC0592.The geoid height was determined by GEOID03.
 GC0592
 GC0592.The dynamic height is computed by dividing the NAVD 88
 GC0592.geopotential number by the normal gravity value computed on the
 GC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0592.degrees latitude (g = 980.6199 gals.).
 GC0592
 GC0592.The modeled gravity was interpolated from observed gravity values.
 GC0592
 GC0592;                    North         East    Units  Estimated Accuracy
 GC0592;SPC TN       -   202,400.      525,810.      MT  (+/- 180 meters Scaled)
 GC0592
 GC0592                          SUPERSEDED SURVEY CONTROL
 GC0592
 GC0592  NGVD 29 (??/??/92)  217.592  (m)          713.88   (f) ADJ UNCH    2 0
 GC0592
 GC0592.Superseded values are not recommended for survey control.
 GC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0592.See file dsdata.txt to determine how the superseded data were derived.
 GC0592
 GC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157011(NAD 83)
 GC0592_MARKER: DR = REFERENCE MARK DISK
 GC0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0592_STAMPING: HERBERT NO 1 1959
 GC0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0592+STABILITY: SURFACE MOTION
 GC0592
 GC0592  HISTORY     - Date     Condition        Report By
 GC0592  HISTORY     - 1959     MONUMENTED       CGS
 GC0592
 GC0592                          STATION DESCRIPTION
 GC0592
 GC0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0592'AT NASHVILLE.
 GC0592'THIS MARK IS LOCATED AT THE HERBERT 1959 STATION SITE, 64.1 FT.
 GC0592'NORTHEAST OF THE STATION MARK, 113 FT. NORTHWEST OF A POWER
 GC0592'LINE POLE, 50 FT. NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE
 GC0592'RADIO TOWER, A DISK SET IN TOP OF CONCRETE POST THAT IS FLUSH
 GC0592'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0594 ***********************************************************************
 GC0594  DESIGNATION -  HERBERT RM 2
 GC0594  PID         -  GC0594
 GC0594  STATE/COUNTY-  TN/DAVIDSON
 GC0594  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0594
 GC0594                         *CURRENT SURVEY CONTROL
 GC0594  ___________________________________________________________________
 GC0594* NAD 83(1986)-  36 09 17.     (N)    086 49 28.     (W)     SCALED    
 GC0594* NAVD 88     -       218.368  (meters)     716.43   (feet)  ADJUSTED  
 GC0594  ___________________________________________________________________
 GC0594  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0594  DYNAMIC HT  -         218.181 (meters)     715.82  (feet)  COMP
 GC0594  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0594
 GC0594  VERT ORDER  -  SECOND    CLASS 0
 GC0594
 GC0594.The horizontal coordinates were scaled from a topographic map and have
 GC0594.an estimated accuracy of +/- 6 seconds.
 GC0594
 GC0594.The orthometric height was determined by differential leveling
 GC0594.and adjusted by the National Geodetic Survey in June 1991..
 GC0594
 GC0594.The geoid height was determined by GEOID03.
 GC0594
 GC0594.The dynamic height is computed by dividing the NAVD 88
 GC0594.geopotential number by the normal gravity value computed on the
 GC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0594.degrees latitude (g = 980.6199 gals.).
 GC0594
 GC0594.The modeled gravity was interpolated from observed gravity values.
 GC0594
 GC0594;                    North         East    Units  Estimated Accuracy
 GC0594;SPC TN       -   202,400.      525,810.      MT  (+/- 180 meters Scaled)
 GC0594
 GC0594                          SUPERSEDED SURVEY CONTROL
 GC0594
 GC0594  NGVD 29 (??/??/92)  218.387  (m)          716.49   (f) ADJ UNCH    2 0
 GC0594
 GC0594.Superseded values are not recommended for survey control.
 GC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0594.See file dsdata.txt to determine how the superseded data were derived.
 GC0594
 GC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157011(NAD 83)
 GC0594_MARKER: DR = REFERENCE MARK DISK
 GC0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0594_STAMPING: HERBERT NO 2 1959
 GC0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0594+STABILITY: SURFACE MOTION
 GC0594
 GC0594  HISTORY     - Date     Condition        Report By
 GC0594  HISTORY     - 1959     MONUMENTED       CGS
 GC0594
 GC0594                          STATION DESCRIPTION
 GC0594
 GC0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0594'AT NASHVILLE.
 GC0594'THIS MARK IS LOCATED AT THE HERBERT 1959 STATION SITE, 55.7
 GC0594'FT. SOUTHEAST OF THE STATION MARK, 59 FT. NORTHWEST OF THE
 GC0594'NORTHWEST CORNER OF A HOUSE, 28 FT. SOUTH OF THE SOUTHWEST
 GC0594'CORNER OF A SMALL BRICK BUILDING, A DISK SET IN TOP OF A CONCRETE
 GC0594'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2460 ***********************************************************************
 GB2460  DESIGNATION -  HERMITAGE
 GB2460  PID         -  GB2460
 GB2460  STATE/COUNTY-  TN/CLAY
 GB2460  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2460
 GB2460                         *CURRENT SURVEY CONTROL
 GB2460  ___________________________________________________________________
 GB2460* NAD 83(1995)-  36 35 07.68988(N)    085 45 50.83540(W)     ADJUSTED  
 GB2460* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 GB2460  ___________________________________________________________________
 GB2460  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 GB2460  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB2460
 GB2460  HORZ ORDER  -  THIRD
 GB2460
 GB2460.The horizontal coordinates were established by classical geodetic methods
 GB2460.and adjusted by the National Geodetic Survey in April 1999..
 GB2460
 GB2460.The orthometric height was scaled from a topographic map.
 GB2460
 GB2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2460
 GB2460.The geoid height was determined by GEOID03.
 GB2460
 GB2460;                    North         East     Units Scale Factor Converg.
 GB2460;SPC TN       -   249,906.176   621,110.119   MT  1.00003430   +0 08 17.1
 GB2460;SPC TN       -   819,900.51  2,037,758.78   sFT  1.00003430   +0 08 17.1
 GB2460;SPC KY1Z     - 1,027,984.846 1,498,736.083   MT  1.00015627   -0 00 31.2
 GB2460;SPC KY1Z     - 3,372,646.95  4,917,103.30   sFT  1.00015627   -0 00 31.2
 GB2460;SPC KY S     -   527,980.744   498,736.243   MT  1.00003013   -0 00 30.8
 GB2460;SPC KY S     - 1,732,216.82  1,636,270.49   sFT  1.00003013   -0 00 30.8
 GB2460;UTM  16      - 4,049,599.512   610,560.217   MT  0.99975060   +0 44 12.1
 GB2460
 GB2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2460!SPC TN       -   0.99996129  x   1.00003430  =   0.99999559
 GB2460!SPC KY1Z     -   0.99996129  x   1.00015627  =   1.00011756
 GB2460!SPC KY S     -   0.99996129  x   1.00003013  =   0.99999142
 GB2460!UTM  16      -   0.99996129  x   0.99975060  =   0.99971190
 GB2460
 GB2460|---------------------------------------------------------------------|
 GB2460| PID    Reference Object                     Distance      Geod. Az  |
 GB2460|                                                           dddmmss.s |
 GB2460| CG6047 HERMITAGE RM 1                       20.224 METERS 22645     |
 GB2460| CG6046 HERMITAGE AZ MK                                    2354250.5 |
 GB2460| CG6048 HERMITAGE RM 2                       27.285 METERS 32458     |
 GB2460|---------------------------------------------------------------------|
 GB2460
 GB2460                          SUPERSEDED SURVEY CONTROL
 GB2460
 GB2460  NAD 83(1995)-  36 35 07.69084(N)    085 45 50.83534(W) AD(       ) 3
 GB2460  NAD 83(1995)-  36 35 07.69861(N)    085 45 50.84037(W) AD(       ) 3
 GB2460  NAD 83(1986)-  36 35 07.69997(N)    085 45 50.83982(W) AD(       ) 3
 GB2460  NAD 27      -  36 35 07.49200(N)    085 45 50.92300(W) AD(       ) 3
 GB2460
 GB2460.Superseded values are not recommended for survey control.
 GB2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2460.See file dsdata.txt to determine how the superseded data were derived.
 GB2460
 GB2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1056049600(NAD 83)
 GB2460_MARKER: DS = TRIANGULATION STATION DISK
 GB2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2460
 GB2460  HISTORY     - Date     Condition        Report By
 GB2460  HISTORY     - 1950     MONUMENTED       CGS
 GB2460
 GB2460                          STATION DESCRIPTION
 GB2460
 GB2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2460'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RED BOILING SPRINGS AND
 GB2460'1 MILE NORTHEAST OF HERMITAGE SPRINGS.  IT IS 50 FEET SOUTHWEST OF
 GB2460'THE NORTHWEST CORNER OF A CONCRETE HOUSE, 47 FEET WEST OF THE
 GB2460'SOUTHWEST CORNER OF HOUSE AND 22 FEET SOUTHEAST OF A WHITE WITNESS
 GB2460'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HERMITAGE 1950.
 GB2460'
 GB2460'REFERENCE MARK NO. 1 IS 105 FEET WEST OF THE SOUTHWEST CORNER OF
 GB2460'CONCRETE HOUSE AND 49 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 GB2460'MARK IS FLUSH AND THE DISK IS STAMPED HERMITAGE NO 1 1950.
 GB2460'
 GB2460'REFERENCE MARK NO. 2 IS 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GB2460'CONCRETE HOUSE AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH
 GB2460'AND THE DISK IS STAMPED HERMITAGE NO 2 1950.
 GB2460'
 GB2460'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 52
 GB2460'AND 1 FOOT EAST OF A POWERLINE POLE AND WHITE WITNESS POST.
 GB2460'THE MARK IS FLUSH AND THE DISK IS STAMPED HERMITAGE 1950.
 GB2460'
 GB2460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 52 AND
 GB2460'NO. 56 WHICH IS ABOUT 1 MILE NORTHEAST OF RED BOILING SPRINGS,
 GB2460'GO NORTHEAST ON STATE HIGHWAY NO. 52 FOR 5.0 MILES TO THE AZIMUTH
 GB2460'MARK ON THE LEFT, CONTINUE FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT,
 GB2460'TURN LEFT INTO DRIVEWAY AND GO 0.1 MILE TO A HOUSE ON TOP OF THE HILL
 GB2460'AND THE STATION AS DESCRIBED.
 GB2460'
 GB2460'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2191 ***********************************************************************
 GC2191  DESIGNATION -  HESTER
 GC2191  PID         -  GC2191
 GC2191  STATE/COUNTY-  TN/SUMNER
 GC2191  USGS QUAD   -  COTTONTOWN (1994)
 GC2191
 GC2191                         *CURRENT SURVEY CONTROL
 GC2191  ___________________________________________________________________
 GC2191* NAD 83(1995)-  36 28 40.79330(N)    086 34 49.49538(W)     ADJUSTED  
 GC2191* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 GC2191  ___________________________________________________________________
 GC2191  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GC2191  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2191
 GC2191  HORZ ORDER  -  FIRST
 GC2191
 GC2191.The horizontal coordinates were established by classical geodetic methods
 GC2191.and adjusted by the National Geodetic Survey in April 1999..
 GC2191
 GC2191.The orthometric height was scaled from a topographic map.
 GC2191
 GC2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2191
 GC2191.The geoid height was determined by GEOID03.
 GC2191
 GC2191;                    North         East     Units Scale Factor Converg.
 GC2191;SPC TN       -   238,108.740   547,984.948   MT  1.00001145   -0 20 23.3
 GC2191;SPC TN       -   781,195.09  1,797,847.28   sFT  1.00001145   -0 20 23.3
 GC2191;UTM  16      - 4,037,049.376   537,586.739   MT  0.99961741   +0 14 58.0
 GC2191
 GC2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2191!SPC TN       -   0.99995946  x   1.00001145  =   0.99997091
 GC2191!UTM  16      -   0.99995946  x   0.99961741  =   0.99957688
 GC2191
 GC2191|---------------------------------------------------------------------|
 GC2191| PID    Reference Object                     Distance      Geod. Az  |
 GC2191|                                                           dddmmss.s |
 GC2191| CG6052 HESTER RM 1                         200.000 METERS 07638     |
 GC2191| GC2182 BAULCH                              APPROX. 9.7 KM 0970940.6 |
 GC2191| CG6053 HESTER RM 2                          40.130 METERS 17507     |
 GC2191|---------------------------------------------------------------------|
 GC2191
 GC2191                          SUPERSEDED SURVEY CONTROL
 GC2191
 GC2191  NAD 83(1995)-  36 28 40.79414(N)    086 34 49.49610(W) AD(       ) 1
 GC2191  NAD 83(1995)-  36 28 40.80002(N)    086 34 49.49863(W) AD(       ) 1
 GC2191  NAD 83(1986)-  36 28 40.80272(N)    086 34 49.49897(W) AD(       ) 1
 GC2191  NAD 27      -  36 28 40.64400(N)    086 34 49.51900(W) AD(       ) 1
 GC2191
 GC2191.Superseded values are not recommended for survey control.
 GC2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2191.See file dsdata.txt to determine how the superseded data were derived.
 GC2191
 GC2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3758737049(NAD 83)
 GC2191_MARKER: DS = TRIANGULATION STATION DISK
 GC2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2191
 GC2191  HISTORY     - Date     Condition        Report By
 GC2191  HISTORY     - 1930     MONUMENTED       CGS
 GC2191
 GC2191                          STATION DESCRIPTION
 GC2191
 GC2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2191'ABOUT 4 MILES EAST OF WHITE HOUSE, 1-1/2 MILES SOUTHEAST OF JOHNSON
 GC2191'CORNERS, ON LAND OWNED AND OCCUPIED BY J.T. HESTER, AND IN HAYFIELD
 GC2191'ABOUT 30 METERS (98 FEET) NORTH OF ROAD AND ABOUT 200 METERS (656
 GC2191'FEET) WEST OF HOUSE.  TO REACH FROM WHITE HOUSE, GO 5.75 MILES ON
 GC2191'ROUTE 25 TO CUMMINGS CROSS ROADS AND THENCE SOUTHWEST (RIGHT) ON DIRT
 GC2191'ROAD 0.3 MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 GC2191'STANDARD STATION DISKS IN CONCRETE.  REFERENCE MARKS
 GC2191'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 1
 GC2191'METER (3 FEET) SOUTH OF NORTHWEST CORNER OF BARN,
 GC2191'APPROXIMATELY 200 METERS (656 FEET) FROM STATION, N 76 DEG 38 MIN
 GC2191'12 SEC E.  NO. 2 IS 5 METERS (16 FEET) SOUTH OF CENTER LINE OF
 GC2191'ROAD, 1 METER (3 FEET) WEST OF DEAD CHESTNUT TREE, AND 40.1 METERS
 GC2191'(132 FEET) FROM STATION S 4 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0920 ***********************************************************************
 GB0920  DESIGNATION -  HEWETT
 GB0920  PID         -  GB0920
 GB0920  STATE/COUNTY-  TN/SCOTT
 GB0920  USGS QUAD   -  ROBBINS (1980)
 GB0920
 GB0920                         *CURRENT SURVEY CONTROL
 GB0920  ___________________________________________________________________
 GB0920* NAD 83(1995)-  36 21 24.90761(N)    084 34 30.30612(W)     ADJUSTED  
 GB0920* NAVD 88     -       556.296  (meters)    1825.11   (feet)  ADJUSTED  
 GB0920  ___________________________________________________________________
 GB0920  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GB0920  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0920  DYNAMIC HT  -         555.818 (meters)    1823.55  (feet)  COMP
 GB0920  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB0920
 GB0920  HORZ ORDER  -  FIRST
 GB0920  VERT ORDER  -  FIRST     CLASS II
 GB0920
 GB0920.The horizontal coordinates were established by classical geodetic methods
 GB0920.and adjusted by the National Geodetic Survey in April 1999..
 GB0920
 GB0920.The orthometric height was determined by differential leveling
 GB0920.and adjusted by the National Geodetic Survey in June 1991..
 GB0920
 GB0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0920
 GB0920.The geoid height was determined by GEOID03.
 GB0920
 GB0920.The dynamic height is computed by dividing the NAVD 88
 GB0920.geopotential number by the normal gravity value computed on the
 GB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0920.degrees latitude (g = 980.6199 gals.).
 GB0920
 GB0920.The modeled gravity was interpolated from observed gravity values.
 GB0920
 GB0920;                    North         East     Units Scale Factor Converg.
 GB0920;SPC TN       -   225,449.727   727,888.371   MT  0.99998995   +0 50 03.1
 GB0920;SPC TN       -   739,662.98  2,388,080.43   sFT  0.99998995   +0 50 03.1
 GB0920;UTM  16      - 4,026,267.604   717,582.242   MT  1.00018333   +1 26 17.1
 GB0920
 GB0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0920!SPC TN       -   0.99991724  x   0.99998995  =   0.99990719
 GB0920!UTM  16      -   0.99991724  x   1.00018333  =   1.00010055
 GB0920
 GB0920:                Primary Azimuth Mark                     Grid Az
 GB0920:SPC TN       -  HEWETT AZ MK                             012 10 57.7
 GB0920:UTM  16      -  HEWETT AZ MK                             011 34 43.7
 GB0920
 GB0920|---------------------------------------------------------------------|
 GB0920| PID    Reference Object                     Distance      Geod. Az  |
 GB0920|                                                           dddmmss.s |
 GB0920| DB9962 HEWETT AZ MK                                       0130100.8 |
 GB0920| GB0919 HEWETT RM 1                          22.342 METERS 10547     |
 GB0920| GB0918 HEWETT RM 2                          32.310 METERS 18651     |
 GB0920| DB9963 HEWETT AZ MK RESET                                 2601141.1 |
 GB0920|---------------------------------------------------------------------|
 GB0920
 GB0920                          SUPERSEDED SURVEY CONTROL
 GB0920
 GB0920  NAD 83(1995)-  36 21 24.90944(N)    084 34 30.30621(W) AD(       ) 1
 GB0920  NAD 83(1995)-  36 21 24.91566(N)    084 34 30.31146(W) AD(       ) 1
 GB0920  NAD 83(1986)-  36 21 24.91690(N)    084 34 30.30771(W) AD(       ) 1
 GB0920  NAD 27      -  36 21 24.62683(N)    084 34 30.51778(W) AD(       ) 1
 GB0920  NGVD 29 (??/??/92)  556.431  (m)         1825.56   (f) ADJ UNCH    1 2
 GB0920
 GB0920.Superseded values are not recommended for survey control.
 GB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0920.See file dsdata.txt to determine how the superseded data were derived.
 GB0920
 GB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1758226268(NAD 83)
 GB0920_MARKER: DS = TRIANGULATION STATION DISK
 GB0920_SETTING: 66 = SET IN ROCK OUTCROP
 GB0920_SP_SET: ROCK OUTCROP
 GB0920_STAMPING: HEWETT 1935
 GB0920_MARK LOGO: CGS   
 GB0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0920+STABILITY: POSITION/ELEVATION WELL
 GB0920
 GB0920  HISTORY     - Date     Condition        Report By
 GB0920  HISTORY     - 1935     MONUMENTED       CGS
 GB0920  HISTORY     - 1951     GOOD             CGS
 GB0920  HISTORY     - 1966     GOOD             CGS
 GB0920  HISTORY     - 1968     GOOD             CGS
 GB0920  HISTORY     - 1968     GOOD             NGS
 GB0920
 GB0920                          STATION DESCRIPTION
 GB0920
 GB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB0920'STATION IS ON THE HIGHEST POINT OF WHAT IS KNOWN LOCALLY AS BIG KNOB,
 GB0920'ABOUT 0.8 MILE E OF ROBBINS, A VILLAGE ON U.S.  ROUTE 27, ABOUT 2
 GB0920'MILES SW OF NEW RIVER, ON THE PROPERTY OF JASPER HEWETT.
 GB0920'
 GB0920'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GB0920'OUTCROPPING BEDROCK.
 GB0920'
 GB0920'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK E OF STATION, SET IN
 GB0920'BURIED ROCK, 5 FEET NE OF FENCE LINE, AND PROJECTS ABOUT 3 INCHES.
 GB0920'
 GB0920'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK S OF STATION ON N EDGE
 GB0920'OF SMALL CLEAR SPACE, SET IN 5- BY 8- INCH BURIED ROCK,
 GB0920'PROJECTING ABOUT 3 INCHES.
 GB0920'
 GB0920'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 GB0920'IN NOTE 11B. IT IS N OF THE STATION ON THE PROPERTY OF MRS. MARTHA
 GB0920'FOSTER, ABOUT 225 FEET NE OF HER HOUSE, 12 FEET FROM THE W CORNER OF
 GB0920'A SMALL LOG BARN, AND 15 FEET SE OF PATH LEADING TO THE BARN.
 GB0920'
 GB0920'TO REACH FROM THE RAILROAD STATION IN ROBBINS, GO N ON ROUTE 27 FOR
 GB0920'0.8 MILE TO A DIRT SIDE ROAD RIGHT. BEAR RIGHT ON THIS ROAD AND GO
 GB0920'0.55 MILE TO FORKS, TAKE RIGHT FORK AND GO 0.05 MILE TO HOME OF MRS.
 GB0920'BECKY NEWPORT, CONTINUE UP HILL ABOUT 0.10 MILE TO FENCE CORNER
 GB0920'AND TRAIL LEADING TO RIGHT UPHILL THROUGH WOODS AND END OF TRUCK
 GB0920'TRAVEL. WALK UP TRAIL, FOLLOWING FENCE LINE, ABOUT 150 YARDS TO
 GB0920'STATION. STATION IS ON THE HIGHEST POINT, 10.5 FEET NE OF A 16-INCH
 GB0920'GUM TREE WITH TRIANGULAR BLAZE, 30 FEET SW OF FENCE LINE.
 GB0920'
 GB0920'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GB0920
 GB0920                          STATION RECOVERY (1951)
 GB0920
 GB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MAH)
 GB0920'I FOUND WHAT I THOUGHT WAS PART OF THE AZIMUTH MARKER, I ALSO FOUND
 GB0920'THE TOP OF IT LAYING ABOUT 100 YARDS FROM THE MARK.  THERE HAS BEEN A
 GB0920'ROAD MADE WHERE THE MARKER SHOULD HAVE BEEN.
 GB0920
 GB0920                          STATION RECOVERY (1966)
 GB0920
 GB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB0920'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GB0920'IN GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 GB0920'FOUND. IT IS PRESUMED LOST DUE TO ROAD CONSTRUCTION. A NEW AZUMUTH
 GB0920'MARK WAS ESTABLISHED BY THIS PARTY.
 GB0920'
 GB0920'A DISCREPANCY WAS NOTED IN THE DIRECTION BETWEEN REFERENCE MARKS NO.
 GB0920'1 AND NO. 2.
 GB0920'
 GB0920'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF NEW RIVER, ABOUT
 GB0920'0.8 MILE EAST OF ROBBINS AND ON THE HIGHEST POINT OF A HILL LOCALLY
 GB0920'KNOWN AS BIG KNOB.
 GB0920'
 GB0920'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROBBINS, GO 0.15
 GB0920'MILES NORTHERLY ON U.S. HIGHWAY 27 TO THE AZIMUTH MARK ON THE LEFT.
 GB0920'CONTINUE NORTHERLY ON U.S. HIGHWAY 27 FOR 0.65 MILE TO A GRAVELED
 GB0920'ROAD ON THE RIGHT. TURN RIGHT ON THE GRAVELED ROAD AND GO 0.5
 GB0920'MILE NORTHEASTERLY TO A FORK, KEEP RIGHT, EAST, AND GO 0.2 MILE TO A
 GB0920'DIM WOODS ROAD ON THE RIGHT. TURN RIGHT, SOUTHWEST, AND GO 0.3
 GB0920'MILE ON THE WOODS ROAD TO A FENCE CORNER AT THE TOP OF THE RIDGE,
 GB0920'TURN RIGHT, NORTHWEST, AND GO 0.05 MILE ON THE WOODS ROAD TO THE
 GB0920'STATION.
 GB0920'
 GB0920'THE STATION IS 32 FEET SOUTHWEST OF A WIRE FENCE, 10 FEET SOUTH OF A
 GB0920'10-INCH OAK TREE WITH A WITNESS SIGN ATTACHED AND 10 FEET NORTHEAST
 GB0920'OF AN 18-INCH TRIANGULAR BLAZED GUM TREE.  IT IS A STANDARD U.S.C.
 GB0920'AND G.S. TRIANGULATION STATION DISK SET FLUSH IN A DRILL HOLE IN
 GB0920'OUTCROPPING BEDROCK AND THE DISK IS STAMPED HEWETT 1935.
 GB0920'
 GB0920'REFERENCE MARK NO. 1 IS 6 FEET NORTHEAST OF THE WIRE FENCE. IT IS A
 GB0920'STANDARD U.S.C.AND G.S. REFERENCE MARK DISK SET FLUSH IN A DRILL
 GB0920'HOLE IN A BOULDER AND THE DISK IS STAMPED HEWETT NO 1 1935.
 GB0920'
 GB0920'REFERENCE MARK NO. 2 IS 25 FEET WEST OF A 24-INCH TWIN-TRUNKED TREE,
 GB0920'20 FEET SOUTH OF A POINT BETWEEN TWO 8-INCH PINE TREES THAT ARE 2
 GB0920'FEET APART AND 19 FEET EAST OF A 12-INCH OAK TREE. IT IS A STANDARD
 GB0920'U.S.C. AND G.S. REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN A
 GB0920'BOULDER AND THE DISK IS STAMPED HEWETT NO 2 1935.
 GB0920'
 GB0920'THE AZIMUTH MARK IS 48 FEET SOUTH OF A TELEPHONE POLE, 30 FEET EAST
 GB0920'OF THE EAST RAIL OF THE SOUTHERN RAILROAD, 27 FEET WEST OF THE
 GB0920'APPROXIMATE CENTER OF U.S. HIGHWAY 27 AND 2.4 FEET NORTHEAST OF A
 GB0920'METAL WITNESS POST AND SIGN. IT IS A STANDARD U.S.C. AND G.S.
 GB0920'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB0920'CONCRETE MONUMENT AND THE DISK IS STAMPED HEWETT 1935 RESET 1966.
 GB0920'
 GB0920'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB0920'
 GB0920'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0920
 GB0920                          STATION RECOVERY (1968)
 GB0920
 GB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GB0920'THE STATION MARK, STAMPED HEWETT 1935, IS ABOUT 0.65 MILE NORTH ALONG
 GB0920'U. S. HIGHWAY 27 FROM THE SOUTHERN RAILWAY STATION AT ROBBINS,
 GB0920'THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 GB0920'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A
 GB0920'DIM TRAIL ROAD, THENCE 0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET
 GB0920'IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 1 INCH, 31 FEET SOUTHWEST
 GB0920'OF THE FENCE, 159 FEET NORTHWEST OF THE MORE NORTHWESTERLY OF TWO
 GB0920'TREES, AND 10 FEET SOUTHEAST OF A 10-INCH OAK TREE WHICH BEARS A
 GB0920'METAL WITNESS SHIELD.
 GB0920'
 GB0920'R. M. 1, STAMPED HEWETT NO 1 1935, IS 73.30 FEET SOUTHEAST OF THE
 GB0920'STATION MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3
 GB0920'INCHES, 5-1/2 FEET NORTHEAST OF THE FENCE, 85 FEET NORTHWEST OF THE
 GB0920'MORE NORTHWESTERLY OF TWO TREES, AND 6 FEET NORTH OF AN 11-INCH
 GB0920'ASH TREE WHICH BEARS A TRIANGULAR SHAPED BLAZE.
 GB0920'
 GB0920'R. M. 2, STAMPED HEWETT NO 2 1935, IS 105.70 FEET SOUTH OF THE
 GB0920'STATION MARK, SET IN THE TOP OF A 6-X 10-INCH ROCK OUTCROP WHICH
 GB0920'PROJECTS 4 INCHES, 113 FEET SOUTHWEST OF THE FENCE, 24 FEET
 GB0920'NORTHWEST OF A FORKED MAPLE TREE, AND 119.00 FEET SOUTHWEST OF
 GB0920'HEWETT RM NO 1.
 GB0920'
 GB0920'THE AZIMUTH MARK, STAMPED HEWETT 1935 RESET 1966, IS 1.55 MILES
 GB0920'SOUTHWEST OF THE STATION MARK, 52 FEET EAST OF THE EAST RAIL OF THE
 GB0920'MAIN TRACK OF THE SOUTHERN RAILWAY, 30 FEET EAST OF THE EAST RAIL
 GB0920'OF THE EAST TRACK, 27 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 GB0920'27, 103 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 GB0920'CORNER OF A TWO-STORY FRAME HOUSE, 2.4 FEET NORTHEAST OF A METAL
 GB0920'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 5
 GB0920'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GB0920'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0920'
 GB0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES
 GB0920'NORTHEAST.
 GB0920
 GB0920                          STATION RECOVERY (1968)
 GB0920
 GB0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0920'1.7 MI NE FROM ROBBINS.
 GB0920'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0920'RAILWAY STATION AT ROBBINS, THENCE 0.45 MILE NORTHEAST ALONG A
 GB0920'GRAVELED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 GB0920'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, THENCE
 GB0920'0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET IN THE TOP OF A ROCK
 GB0920'OUTCROP WHICH PROJECTS 1 INCH, 31 FEET SOUTHWEST OF THE FENCE,
 GB0920'159 FEET NORTHWEST OF THE MORE NORTHWESTERLY OF TWO TREES, 10
 GB0920'FEET SOUTHEAST OF A 10-INCH OAK TREE WHICH BEARS A METAL WITNESS
 GB0920'SHIELD, 105.70 FEET NORTH OF HEWETT R.M. 2, 73.30 FEET NORTHWEST
 GB0920'OF HEWETT R.M. 1, AND ABOUT 1.55 MILES NORTHEAST OF HEWETT
 GB0920'1935-1966 AZIMUTH.  NOTE-- THIS MARK WAS NOT LEVELED TO BY THIS
 GB0920'PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0916 ***********************************************************************
 GB0916  DESIGNATION -  HEWETT AZ MK RESET
 GB0916  PID         -  GB0916
 GB0916  STATE/COUNTY-  TN/SCOTT
 GB0916  USGS QUAD   -  ROBBINS (1980)
 GB0916
 GB0916                         *CURRENT SURVEY CONTROL
 GB0916  ___________________________________________________________________
 GB0916* NAD 83(1986)-  36 21 17.     (N)    084 35 23.     (W)     SCALED    
 GB0916* NAVD 88     -       421.556  (meters)    1383.06   (feet)  ADJUSTED  
 GB0916  ___________________________________________________________________
 GB0916  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0916  DYNAMIC HT  -         421.193 (meters)    1381.86  (feet)  COMP
 GB0916  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GB0916
 GB0916  VERT ORDER  -  FIRST     CLASS I
 GB0916
 GB0916.The horizontal coordinates were scaled from a topographic map and have
 GB0916.an estimated accuracy of +/- 6 seconds.
 GB0916
 GB0916.The orthometric height was determined by differential leveling
 GB0916.and adjusted by the National Geodetic Survey in June 1991..
 GB0916
 GB0916.The geoid height was determined by GEOID03.
 GB0916
 GB0916.The dynamic height is computed by dividing the NAVD 88
 GB0916.geopotential number by the normal gravity value computed on the
 GB0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0916.degrees latitude (g = 980.6199 gals.).
 GB0916
 GB0916.The modeled gravity was interpolated from observed gravity values.
 GB0916
 GB0916;                    North         East    Units  Estimated Accuracy
 GB0916;SPC TN       -   225,190.      726,580.      MT  (+/- 180 meters Scaled)
 GB0916
 GB0916                          SUPERSEDED SURVEY CONTROL
 GB0916
 GB0916  NGVD 29 (??/??/92)  421.685  (m)         1383.48   (f) ADJ UNCH    1 1
 GB0916
 GB0916.Superseded values are not recommended for survey control.
 GB0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0916.See file dsdata.txt to determine how the superseded data were derived.
 GB0916
 GB0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF162259(NAD 83)
 GB0916_MARKER: DZ = AZIMUTH MARK DISK
 GB0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0916_STAMPING: HEWETT 1935 RESET 1966
 GB0916_MARK LOGO: CGS   
 GB0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0916+STABILITY: SURFACE MOTION
 GB0916
 GB0916  HISTORY     - Date     Condition        Report By
 GB0916  HISTORY     - 1966     MONUMENTED       CGS
 GB0916  HISTORY     - 1968     GOOD             NGS
 GB0916
 GB0916                          STATION DESCRIPTION
 GB0916
 GB0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0916'0.2 MI N FROM ROBBINS.
 GB0916'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0916'STATION AT ROBBINS, 52 FEET EAST OF THE EAST RAIL OF THE MAIN
 GB0916'TRACK, 30 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 27 FEET
 GB0916'WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 103 FEET NORTHWEST AND
 GB0916'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A TWO-STORY
 GB0916'FRAME HOUSE, 1.55 MILES SOUTHWEST OF TRIANGULATION STATION
 GB0916'HEWETT, 2.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 GB0916'FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 5 FEET ABOVE THE
 GB0916'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GB0916'LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0919 ***********************************************************************
 GB0919  DESIGNATION -  HEWETT RM 1
 GB0919  PID         -  GB0919
 GB0919  STATE/COUNTY-  TN/SCOTT
 GB0919  USGS QUAD   -  ROBBINS (1980)
 GB0919
 GB0919                         *CURRENT SURVEY CONTROL
 GB0919  ___________________________________________________________________
 GB0919* NAD 83(1986)-  36 21 24.     (N)    084 34 30.     (W)     SCALED    
 GB0919* NAVD 88     -       555.939  (meters)    1823.94   (feet)  ADJUSTED  
 GB0919  ___________________________________________________________________
 GB0919  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0919  DYNAMIC HT  -         555.461 (meters)    1822.38  (feet)  COMP
 GB0919  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB0919
 GB0919  VERT ORDER  -  FIRST     CLASS II
 GB0919
 GB0919.The horizontal coordinates were scaled from a topographic map and have
 GB0919.an estimated accuracy of +/- 6 seconds.
 GB0919
 GB0919.The orthometric height was determined by differential leveling
 GB0919.and adjusted by the National Geodetic Survey in June 1991..
 GB0919
 GB0919.The geoid height was determined by GEOID03.
 GB0919
 GB0919.The dynamic height is computed by dividing the NAVD 88
 GB0919.geopotential number by the normal gravity value computed on the
 GB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0919.degrees latitude (g = 980.6199 gals.).
 GB0919
 GB0919.The modeled gravity was interpolated from observed gravity values.
 GB0919
 GB0919;                    North         East    Units  Estimated Accuracy
 GB0919;SPC TN       -   225,420.      727,900.      MT  (+/- 180 meters Scaled)
 GB0919
 GB0919                          SUPERSEDED SURVEY CONTROL
 GB0919
 GB0919  NGVD 29 (??/??/92)  556.073  (m)         1824.38   (f) ADJ UNCH    1 2
 GB0919
 GB0919.Superseded values are not recommended for survey control.
 GB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0919.See file dsdata.txt to determine how the superseded data were derived.
 GB0919
 GB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF175262(NAD 83)
 GB0919_MARKER: DR = REFERENCE MARK DISK
 GB0919_SETTING: 66 = SET IN ROCK OUTCROP
 GB0919_SP_SET: ROCK OUTCROP
 GB0919_STAMPING: HEWETT NO 1 1935
 GB0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0919+STABILITY: POSITION/ELEVATION WELL
 GB0919
 GB0919  HISTORY     - Date     Condition        Report By
 GB0919  HISTORY     - 1935     MONUMENTED       CGS
 GB0919  HISTORY     - 1968     GOOD             NGS
 GB0919
 GB0919                          STATION DESCRIPTION
 GB0919
 GB0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0919'1.7 MI NE FROM ROBBINS.
 GB0919'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0919'RAILWAY STATION AT ROBBINS, THENCE 0.45 MILE NORTHEAST ALONG A
 GB0919'GRAVELED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 GB0919'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, THENCE
 GB0919'0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET IN THE TOP OF A ROCK
 GB0919'OUTCROP WHICH PROJECTS 3 INCHES, 5 1/2 FEET NORTHEAST OF THE
 GB0919'FENCE, 6 FEET NORTH OF AN 11-INCH ASH TREE WHICH BEARS A
 GB0919'TRIANGULAR BLAZE, 85 FEET NORTHWEST OF THE MORE NORTHWESTERLY OF
 GB0919'TWO TREES, 73.30 FEET SOUTHEAST OF TRIANGULATION STATION HEWETT,
 GB0919'AND 119.00 FEET NORTHEAST OF HEWETT RM NO 2.  NOTE-- THE DISK
 GB0919'IS LEANING SLIGHTLY TO THE NORTH.  THIS MARK WAS NOT LEVELED TO
 GB0919'BY THIS PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0918 ***********************************************************************
 GB0918  DESIGNATION -  HEWETT RM 2
 GB0918  PID         -  GB0918
 GB0918  STATE/COUNTY-  TN/SCOTT
 GB0918  USGS QUAD   -  ROBBINS (1980)
 GB0918
 GB0918                         *CURRENT SURVEY CONTROL
 GB0918  ___________________________________________________________________
 GB0918* NAD 83(1986)-  36 21 24.     (N)    084 34 30.     (W)     SCALED    
 GB0918* NAVD 88     -       554.153  (meters)    1818.08   (feet)  ADJUSTED  
 GB0918  ___________________________________________________________________
 GB0918  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0918  DYNAMIC HT  -         553.676 (meters)    1816.52  (feet)  COMP
 GB0918  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB0918
 GB0918  VERT ORDER  -  FIRST     CLASS II
 GB0918
 GB0918.The horizontal coordinates were scaled from a topographic map and have
 GB0918.an estimated accuracy of +/- 6 seconds.
 GB0918
 GB0918.The orthometric height was determined by differential leveling
 GB0918.and adjusted by the National Geodetic Survey in June 1991..
 GB0918
 GB0918.The geoid height was determined by GEOID03.
 GB0918
 GB0918.The dynamic height is computed by dividing the NAVD 88
 GB0918.geopotential number by the normal gravity value computed on the
 GB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0918.degrees latitude (g = 980.6199 gals.).
 GB0918
 GB0918.The modeled gravity was interpolated from observed gravity values.
 GB0918
 GB0918;                    North         East    Units  Estimated Accuracy
 GB0918;SPC TN       -   225,420.      727,900.      MT  (+/- 180 meters Scaled)
 GB0918
 GB0918                          SUPERSEDED SURVEY CONTROL
 GB0918
 GB0918  NGVD 29 (??/??/92)  554.287  (m)         1818.52   (f) ADJ UNCH    1 2
 GB0918
 GB0918.Superseded values are not recommended for survey control.
 GB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0918.See file dsdata.txt to determine how the superseded data were derived.
 GB0918
 GB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF175262(NAD 83)
 GB0918_MARKER: DR = REFERENCE MARK DISK
 GB0918_SETTING: 66 = SET IN ROCK OUTCROP
 GB0918_SP_SET: ROCK OUTCROP
 GB0918_STAMPING: HEWETT NO 2 1935
 GB0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0918+STABILITY: POSITION/ELEVATION WELL
 GB0918
 GB0918  HISTORY     - Date     Condition        Report By
 GB0918  HISTORY     - 1935     MONUMENTED       CGS
 GB0918  HISTORY     - 1968     GOOD             NGS
 GB0918
 GB0918                          STATION DESCRIPTION
 GB0918
 GB0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0918'1.7 MI NE FROM ROBBINS.
 GB0918'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0918'RAILWAY STATION AT ROBBINS, THENCE 0.45 MILE NORTHEAST ALONG A
 GB0918'GRAVELED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 GB0918'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, THENCE
 GB0918'0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET IN THE TOP OF A
 GB0918'6- X 10-INCH ROCK OUTCROP WHICH PROJECTS 4 INCHES, 113 FEET
 GB0918'SOUTHWEST OF THE FENCE, 24 FEET NORTHWEST OF A FORKED MAPLE
 GB0918'TREE, 105.70 FEET SOUTH OF TRIANGULATION STATION HEWETT, AND
 GB0918'119.00 FEET SOUTHWEST OF HEWETT RM NO 1.  NOTE-- THE DISK IS
 GB0918'SLANTING TO THE SOUTH.  THIS MARK WAS NOT LEVELED TO BY THIS
 GB0918'PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2809 ***********************************************************************
 FE2809  DESIGNATION -  HHH
 FE2809  PID         -  FE2809
 FE2809  STATE/COUNTY-  TN/SHELBY
 FE2809  USGS QUAD   -  MILLINGTON (1997)
 FE2809
 FE2809                         *CURRENT SURVEY CONTROL
 FE2809  ___________________________________________________________________
 FE2809* NAD 83(1986)-  35 18 29.     (N)    089 58 46.     (W)     SCALED    
 FE2809* NAVD 88     -        72.567  (meters)     238.08   (feet)  ADJUSTED  
 FE2809  ___________________________________________________________________
 FE2809  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE2809  DYNAMIC HT  -          72.502 (meters)     237.87  (feet)  COMP
 FE2809  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FE2809
 FE2809  VERT ORDER  -  FIRST     CLASS II
 FE2809
 FE2809.The horizontal coordinates were scaled from a topographic map and have
 FE2809.an estimated accuracy of +/- 6 seconds.
 FE2809
 FE2809.The orthometric height was determined by differential leveling
 FE2809.and adjusted by the National Geodetic Survey in August 1995..
 FE2809
 FE2809.The geoid height was determined by GEOID03.
 FE2809
 FE2809.The dynamic height is computed by dividing the NAVD 88
 FE2809.geopotential number by the normal gravity value computed on the
 FE2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2809.degrees latitude (g = 980.6199 gals.).
 FE2809
 FE2809.The modeled gravity was interpolated from observed gravity values.
 FE2809
 FE2809;                    North         East    Units  Estimated Accuracy
 FE2809;SPC TN       -   115,500.      238,190.      MT  (+/- 180 meters Scaled)
 FE2809
 FE2809                          SUPERSEDED SURVEY CONTROL
 FE2809
 FE2809.No superseded survey control is available for this station.
 FE2809
 FE2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE291112(NAD 83)
 FE2809_MARKER: P = PIPE CAP
 FE2809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2809_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2809_STAMPING: HHH
 FE2809_MARK LOGO: NONE  
 FE2809_PROJECTION: FLUSH
 FE2809_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2809+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE2809_ROD/PIPE-DEPTH: 1.0  meters
 FE2809
 FE2809  HISTORY     - Date     Condition        Report By
 FE2809  HISTORY     - 1992     MONUMENTED       MLGW
 FE2809  HISTORY     - 19920116 GOOD             NGS
 FE2809  HISTORY     - 20021007 GOOD             USACE
 FE2809
 FE2809                          STATION DESCRIPTION
 FE2809
 FE2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2809'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2809'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FE2809'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 2.1 KM
 FE2809'(1.30 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, A WELDED POINT ON A
 FE2809'PIPE CAP ATTACHED TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A
 FE2809'7-INCH PVC PIPE FILLED WITH CONCRETE,  73.6 M (241.5 FT) NORTH OF AND
 FE2809'LEVEL WITH THE CENTERLINE OF THE ROAD, 25.5 M (83.7 FT)
 FE2809'NORTH-NORTHEAST OF UTILITY LIGHT POLE NUMBER 146374, 1.7 M (5.6 FT)
 FE2809'NORTHWEST OF THE WEST CORNER OF THE LITTLE JOHN BAPTIST CHURCH, 0.8 M
 FE2809'(2.6 FT) NORTHEAST OF THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT
 FE2809'IS FLUSH WITH THE GROUND SURFACE.
 FE2809
 FE2809                          STATION RECOVERY (2002)
 FE2809
 FE2809'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1266 ***********************************************************************
 GC1266  DESIGNATION -  HIBBS
 GC1266  PID         -  GC1266
 GC1266  STATE/COUNTY-  TN/MONTGOMERY
 GC1266  USGS QUAD   -  TRENTON (1974)
 GC1266
 GC1266                         *CURRENT SURVEY CONTROL
 GC1266  ___________________________________________________________________
 GC1266* NAD 83(1995)-  36 38 12.72522(N)    087 20 24.50218(W)     ADJUSTED  
 GC1266* NAVD 88     -       163.811  (meters)     537.44   (feet)  ADJUSTED  
 GC1266  ___________________________________________________________________
 GC1266  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GC1266  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1266  DYNAMIC HT  -         163.677 (meters)     537.00  (feet)  COMP
 GC1266  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1266
 GC1266  HORZ ORDER  -  SECOND
 GC1266  VERT ORDER  -  SECOND    CLASS 0
 GC1266
 GC1266.The horizontal coordinates were established by classical geodetic methods
 GC1266.and adjusted by the National Geodetic Survey in April 1999..
 GC1266
 GC1266.The orthometric height was determined by differential leveling
 GC1266.and adjusted by the National Geodetic Survey in June 1991..
 GC1266
 GC1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1266
 GC1266.The geoid height was determined by GEOID03.
 GC1266
 GC1266.The dynamic height is computed by dividing the NAVD 88
 GC1266.geopotential number by the normal gravity value computed on the
 GC1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1266.degrees latitude (g = 980.6199 gals.).
 GC1266
 GC1266.The modeled gravity was interpolated from observed gravity values.
 GC1266
 GC1266;                    North         East     Units Scale Factor Converg.
 GC1266;SPC TN       -   256,405.318   480,145.255   MT  1.00004647   -0 47 04.5
 GC1266;SPC TN       -   841,223.11  1,575,276.56   sFT  1.00004647   -0 47 04.5
 GC1266;SPC KY1Z     - 1,034,901.049 1,357,776.229   MT  1.00013670   -0 58 34.6
 GC1266;SPC KY1Z     - 3,395,337.86  4,454,637.51   sFT  1.00013670   -0 58 34.6
 GC1266;SPC KY S     -   534,881.313   357,792.813   MT  1.00001891   -0 57 51.7
 GC1266;SPC KY S     - 1,754,856.44  1,173,858.59   sFT  1.00001891   -0 57 51.7
 GC1266;UTM  16      - 4,054,644.065   469,592.363   MT  0.99961139   -0 12 10.7
 GC1266
 GC1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1266!SPC TN       -   0.99997894  x   1.00004647  =   1.00002541
 GC1266!SPC KY1Z     -   0.99997894  x   1.00013670  =   1.00011563
 GC1266!SPC KY S     -   0.99997894  x   1.00001891  =   0.99999785
 GC1266!UTM  16      -   0.99997894  x   0.99961139  =   0.99959034
 GC1266
 GC1266:                Primary Azimuth Mark                     Grid Az
 GC1266:SPC TN       -  HIBBS AZ MK                              009 36 56.8
 GC1266:SPC KY1Z     -  HIBBS AZ MK                              009 48 26.9
 GC1266:SPC KY S     -  HIBBS AZ MK                              009 47 44.0
 GC1266:UTM  16      -  HIBBS AZ MK                              009 02 03.0
 GC1266
 GC1266|---------------------------------------------------------------------|
 GC1266| PID    Reference Object                     Distance      Geod. Az  |
 GC1266|                                                           dddmmss.s |
 GC1266| GC1264 HIBBS AZ MK                                        0084952.3 |
 GC1266| GC1267 HIBBS RM 1                           22.859 METERS 19557     |
 GC1266| GC1265 HIBBS RM 2                           23.033 METERS 32412     |
 GC1266|---------------------------------------------------------------------|
 GC1266
 GC1266                          SUPERSEDED SURVEY CONTROL
 GC1266
 GC1266  NAD 83(1995)-  36 38 12.72575(N)    087 20 24.50261(W) AD(       ) 2
 GC1266  NAD 83(1995)-  36 38 12.73259(N)    087 20 24.50578(W) AD(       ) 2
 GC1266  NAD 83(1986)-  36 38 12.73523(N)    087 20 24.50553(W) AD(       ) 2
 GC1266  NAD 27      -  36 38 12.56880(N)    087 20 24.47821(W) AD(       ) 2
 GC1266  NGVD 29 (??/??/92)  163.894  (m)          537.71   (f) ADJ UNCH    2 0
 GC1266
 GC1266.Superseded values are not recommended for survey control.
 GC1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1266.See file dsdata.txt to determine how the superseded data were derived.
 GC1266
 GC1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6959254644(NAD 83)
 GC1266_MARKER: DD = SURVEY DISK
 GC1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1266_STAMPING: HIBBS 1965
 GC1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1266+STABILITY: SURFACE MOTION
 GC1266
 GC1266  HISTORY     - Date     Condition        Report By
 GC1266  HISTORY     - 1965     MONUMENTED       TNHD
 GC1266  HISTORY     - 1965     GOOD             TNHD
 GC1266
 GC1266                          STATION DESCRIPTION
 GC1266
 GC1266'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1266'7.5 MI N FROM CLARKSVILLE.
 GC1266'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, ABOUT
 GC1266'3 MILES NORTHEAST OF CLARKSVILLE, GO 4.5 MILES NORTH ON STATE
 GC1266'ROUTE 48 TO A PAVED SECONDARY ROAD ON THE LEFT (NO. 56117),
 GC1266'TURN LEFT, WEST, AND GO 1.4 MILES TO A GRAVELED DRIVE AND A GATE
 GC1266'ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE AND GO 0.3
 GC1266'MILE NORTH ON THE GRAVELED ROAD TO A SECOND GATE, PASS THROUGH
 GC1266'THE GATE AND GO 0.1 MILE NORTH TO A THIRD GATE, PASS THROUGH
 GC1266'THE GATE AND GO 0.1 MILE NORTHEAST ON A FARM TRACK ROAD TO A
 GC1266'FOURTH GATE, PASS THROUGH THE GATE AND GO 0.15 MILE NORTHEAST
 GC1266'ON THE TRACK ROAD TO THE MARK ON THE RIGHT, 32 FEET SOUTHWEST
 GC1266'OF A 36-INCH TULIP POPLAR TREE, 15 FEET EAST OF THE APPROXIMATE
 GC1266'CENTER OF THE TRACK ROAD, 7 FEET WEST OF A WOVEN-WIRE FENCE AND
 GC1266'6.4 FEET WEST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC1266'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1266'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1266
 GC1266                          STATION RECOVERY (1965)
 GC1266
 GC1266'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC1266'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF DOWNTOWN
 GC1266'CLARKSVILLE.
 GC1266'
 GC1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC1266'ROUTE 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 4.5 MILES NORTH
 GC1266'ON STATE ROUTE 48 TO A PAVED SECONDARY ROAD ON THE LEFT (NO. 56117),
 GC1266'TURN LEFT, WEST, AND GO 1.4 MILES TO A GRAVELED DRIVE AND A GATE ON
 GC1266'THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE AND GO 0.3 MILE NORTH
 GC1266'ON THE GRAVELED ROAD TO A SECOND GATE, PASS THROUGH THE GATE AND GO
 GC1266'0.1 MILE NORTH TO A THIRD GATE, PASS THROUGH THE GATE AND GO 0.1
 GC1266'MILE NORTHEAST ON A FARM TRACK ROAD TO A FOURTH GATE, PASS THROUGH
 GC1266'THE GATE AND GO 0.15 MILE NORTHEAST ON THE TRACK ROAD TO THE STATION
 GC1266'ON THE RIGHT.
 GC1266'
 GC1266'THE STATION MARK IS 32 FEET SOUTHWEST OF A 36-INCH TULIP POPLAR TREE,
 GC1266'15 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 7 FEET
 GC1266'WEST OF A WOVEN WIRE FENCE AND 6.4 FEET WEST OF A WITNESS POST. THE
 GC1266'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC1266'DEPARTMENT DISKS AND THE DISKS ARE STAMPED HIBBS 1965.  THE
 GC1266'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC1266'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1266'
 GC1266'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC1266'TRACK ROAD AND 1 FOOT WEST OF THE WOVEN WIRE FENCE. IT IS A
 GC1266'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC1266'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HIBBS RM-1 1965.
 GC1266'
 GC1266'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC1266'TRACK ROAD, 19 FEET WEST OF A 3-INCH HICKORY TREE AND 3 FEET EAST OF
 GC1266'THE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1266'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1266'STAMPED HIBBS RM-2 1965.
 GC1266'
 GC1266'THE AZIMUTH MARK IS 21 FEET WEST OF A 12-INCH SASSAFRAS TREE, 20 FEET
 GC1266'EAST OF A 10-INCH HICKORY TREE, 2 FEET SOUTH OF A WOVEN WIRE FENCE
 GC1266'AND 1.4 SOUTH OF A WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY
 GC1266'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC1266'AND THE DISK IS STAMPED HIBBS AZI 1965.
 GC1266'
 GC1266'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.4 MILE NORTH ON A
 GC1266'TRACK ROAD ACROSS AN OPEN FIELD TO A FENCE AND THE MARK AS
 GC1266'DESCRIBED.
 GC1266'
 GC1266'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC1266'
 GC1266'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1264 ***********************************************************************
 GC1264  DESIGNATION -  HIBBS AZ MK
 GC1264  PID         -  GC1264
 GC1264  STATE/COUNTY-  TN/MONTGOMERY
 GC1264  USGS QUAD   -  TRENTON (1974)
 GC1264
 GC1264                         *CURRENT SURVEY CONTROL
 GC1264  ___________________________________________________________________
 GC1264* NAD 83(1986)-  36 38 29.     (N)    087 20 20.     (W)     SCALED    
 GC1264* NAVD 88     -       162.836  (meters)     534.24   (feet)  ADJUSTED  
 GC1264  ___________________________________________________________________
 GC1264  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1264  DYNAMIC HT  -         162.703 (meters)     533.80  (feet)  COMP
 GC1264  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 GC1264
 GC1264  VERT ORDER  -  SECOND    CLASS 0
 GC1264
 GC1264.The horizontal coordinates were scaled from a topographic map and have
 GC1264.an estimated accuracy of +/- 6 seconds.
 GC1264
 GC1264.The orthometric height was determined by differential leveling
 GC1264.and adjusted by the National Geodetic Survey in June 1991..
 GC1264
 GC1264.The geoid height was determined by GEOID03.
 GC1264
 GC1264.The dynamic height is computed by dividing the NAVD 88
 GC1264.geopotential number by the normal gravity value computed on the
 GC1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1264.degrees latitude (g = 980.6199 gals.).
 GC1264
 GC1264.The modeled gravity was interpolated from observed gravity values.
 GC1264
 GC1264;                    North         East    Units  Estimated Accuracy
 GC1264;SPC TN       -   256,910.      480,260.      MT  (+/- 180 meters Scaled)
 GC1264
 GC1264                          SUPERSEDED SURVEY CONTROL
 GC1264
 GC1264  NGVD 29 (??/??/92)  162.919  (m)          534.51   (f) ADJ UNCH    2 0
 GC1264
 GC1264.Superseded values are not recommended for survey control.
 GC1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1264.See file dsdata.txt to determine how the superseded data were derived.
 GC1264
 GC1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF697551(NAD 83)
 GC1264_MARKER: DD = SURVEY DISK
 GC1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1264_STAMPING: HIBBS AZI 1965
 GC1264_MARK LOGO: TNHD  
 GC1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1264+STABILITY: SURFACE MOTION
 GC1264
 GC1264  HISTORY     - Date     Condition        Report By
 GC1264  HISTORY     - 1965     MONUMENTED       TNHD
 GC1264  HISTORY     - 1974     MARK NOT FOUND   NGS
 GC1264
 GC1264                          STATION DESCRIPTION
 GC1264
 GC1264'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1264'7.5 MI N FROM CLARKSVILLE.
 GC1264'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, ABOUT
 GC1264'3 MILES NORTHEAST OF CLARKSVILLE, GO 4.5 MILES NORTH ON STATE
 GC1264'ROUTE 48 TO A PAVED SECONDARY ROAD ON THE LEFT (NO. 56117),
 GC1264'TURN LEFT, WEST, AND GO 1.4 MILES TO A GRAVELED DRIVE AND A
 GC1264'GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE, AND
 GC1264'GO 0.3 MILE NORTH ON THE GRAVELED ROAD TO A SECOND GATE, PASS
 GC1264'THROUGH THE GATE AND GO 0.1 MILE NORTH TO A THIRD GATE, PASS
 GC1264'THROUGH THE GATE AND GO 0.1 MILE NORTHEAST ON A FARM TRACK ROAD TO A
 GC1264'FOURTH GATE, PASS THROUGH THE GATE AND GO 0.55 MILE NORTHEAST AND
 GC1264'NORTH ON TRACK ROAD ACROSS AN OPEN FIELD TO A FENCE AND THE MARK 21
 GC1264'FEET WEST OF A 12-INCH SASSAFRAS TREE, 20 FEET EAST OF A 10-INCH
 GC1264'HICKORY TREE, 2 FEET SOUTH OF A WOVEN-WIRE FENCE AND 1.4 FEET SOUTH
 GC1264'OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1264'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1264'MONUMENT.
 GC1264
 GC1264                          STATION RECOVERY (1974)
 GC1264
 GC1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1267 ***********************************************************************
 GC1267  DESIGNATION -  HIBBS RM 1
 GC1267  PID         -  GC1267
 GC1267  STATE/COUNTY-  TN/MONTGOMERY
 GC1267  USGS QUAD   -  TRENTON (1974)
 GC1267
 GC1267                         *CURRENT SURVEY CONTROL
 GC1267  ___________________________________________________________________
 GC1267* NAD 83(1986)-  36 38 12.     (N)    087 20 24.     (W)     SCALED    
 GC1267* NAVD 88     -       164.761  (meters)     540.55   (feet)  ADJUSTED  
 GC1267  ___________________________________________________________________
 GC1267  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1267  DYNAMIC HT  -         164.626 (meters)     540.11  (feet)  COMP
 GC1267  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1267
 GC1267  VERT ORDER  -  SECOND    CLASS 0
 GC1267
 GC1267.The horizontal coordinates were scaled from a topographic map and have
 GC1267.an estimated accuracy of +/- 6 seconds.
 GC1267
 GC1267.The orthometric height was determined by differential leveling
 GC1267.and adjusted by the National Geodetic Survey in June 1991..
 GC1267
 GC1267.The geoid height was determined by GEOID03.
 GC1267
 GC1267.The dynamic height is computed by dividing the NAVD 88
 GC1267.geopotential number by the normal gravity value computed on the
 GC1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1267.degrees latitude (g = 980.6199 gals.).
 GC1267
 GC1267.The modeled gravity was interpolated from observed gravity values.
 GC1267
 GC1267;                    North         East    Units  Estimated Accuracy
 GC1267;SPC TN       -   256,380.      480,160.      MT  (+/- 180 meters Scaled)
 GC1267
 GC1267                          SUPERSEDED SURVEY CONTROL
 GC1267
 GC1267  NGVD 29 (??/??/92)  164.843  (m)          540.82   (f) ADJ UNCH    2 0
 GC1267
 GC1267.Superseded values are not recommended for survey control.
 GC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1267.See file dsdata.txt to determine how the superseded data were derived.
 GC1267
 GC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF696546(NAD 83)
 GC1267_MARKER: DD = SURVEY DISK
 GC1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1267_STAMPING: HIBBS RM-1 1965
 GC1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1267+STABILITY: SURFACE MOTION
 GC1267
 GC1267  HISTORY     - Date     Condition        Report By
 GC1267  HISTORY     - 1965     MONUMENTED       TNHD
 GC1267
 GC1267                          STATION DESCRIPTION
 GC1267
 GC1267'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1267'7.5 MI W FROM CLARKSVILLE.
 GC1267'AT THE HIBBS 1965 STATION SITE, 14 FEET EAST OF THE APPROXIMATE
 GC1267'CENTER OF A TRACK ROAD AND 1 FOOT WEST OF A WOVEN-WIRE FENCE.
 GC1267'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1267'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1265 ***********************************************************************
 GC1265  DESIGNATION -  HIBBS RM 2
 GC1265  PID         -  GC1265
 GC1265  STATE/COUNTY-  TN/MONTGOMERY
 GC1265  USGS QUAD   -  TRENTON (1974)
 GC1265
 GC1265                         *CURRENT SURVEY CONTROL
 GC1265  ___________________________________________________________________
 GC1265* NAD 83(1986)-  36 38 12.     (N)    087 20 24.     (W)     SCALED    
 GC1265* NAVD 88     -       162.482  (meters)     533.08   (feet)  ADJUSTED  
 GC1265  ___________________________________________________________________
 GC1265  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1265  DYNAMIC HT  -         162.349 (meters)     532.64  (feet)  COMP
 GC1265  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1265
 GC1265  VERT ORDER  -  SECOND    CLASS 0
 GC1265
 GC1265.The horizontal coordinates were scaled from a topographic map and have
 GC1265.an estimated accuracy of +/- 6 seconds.
 GC1265
 GC1265.The orthometric height was determined by differential leveling
 GC1265.and adjusted by the National Geodetic Survey in June 1991..
 GC1265
 GC1265.The geoid height was determined by GEOID03.
 GC1265
 GC1265.The dynamic height is computed by dividing the NAVD 88
 GC1265.geopotential number by the normal gravity value computed on the
 GC1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1265.degrees latitude (g = 980.6199 gals.).
 GC1265
 GC1265.The modeled gravity was interpolated from observed gravity values.
 GC1265
 GC1265;                    North         East    Units  Estimated Accuracy
 GC1265;SPC TN       -   256,380.      480,160.      MT  (+/- 180 meters Scaled)
 GC1265
 GC1265                          SUPERSEDED SURVEY CONTROL
 GC1265
 GC1265  NGVD 29 (??/??/92)  162.564  (m)          533.35   (f) ADJ UNCH    2 0
 GC1265
 GC1265.Superseded values are not recommended for survey control.
 GC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1265.See file dsdata.txt to determine how the superseded data were derived.
 GC1265
 GC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF696546(NAD 83)
 GC1265_MARKER: DD = SURVEY DISK
 GC1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1265_STAMPING: HIBBS RM-2 1965
 GC1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1265+STABILITY: SURFACE MOTION
 GC1265
 GC1265  HISTORY     - Date     Condition        Report By
 GC1265  HISTORY     - 1965     MONUMENTED       TNHD
 GC1265
 GC1265                          STATION DESCRIPTION
 GC1265
 GC1265'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1265'7.5 MI N FROM CLARKSVILLE.
 GC1265'AT THE HIBBS 1965 STATION SITE, 42 FEET WEST OF THE APPROXIMATE
 GC1265'CENTER OF A TRACK ROAD, 19 FEET WEST OF A 3-INCH HICKORY TREE
 GC1265'AND 3 FEET EAST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1265'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1265'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1178 ***********************************************************************
 FD1178  DESIGNATION -  HICK
 FD1178  PID         -  FD1178
 FD1178  STATE/COUNTY-  TN/HICKMAN
 FD1178  USGS QUAD   -  SPOT (1942)
 FD1178
 FD1178                         *CURRENT SURVEY CONTROL
 FD1178  ___________________________________________________________________
 FD1178* NAD 83(1995)-  35 56 46.17602(N)    087 33 21.80172(W)     ADJUSTED  
 FD1178* NAVD 88     -       262.374  (meters)     860.81   (feet)  ADJUSTED  
 FD1178  ___________________________________________________________________
 FD1178  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FD1178  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1178  DYNAMIC HT  -         262.145 (meters)     860.05  (feet)  COMP
 FD1178  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1178
 FD1178  HORZ ORDER  -  SECOND
 FD1178  VERT ORDER  -  SECOND    CLASS 0
 FD1178
 FD1178.The horizontal coordinates were established by classical geodetic methods
 FD1178.and adjusted by the National Geodetic Survey in April 1999..
 FD1178
 FD1178.The orthometric height was determined by differential leveling
 FD1178.and adjusted by the National Geodetic Survey in June 1991..
 FD1178
 FD1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1178
 FD1178.The geoid height was determined by GEOID03.
 FD1178
 FD1178.The dynamic height is computed by dividing the NAVD 88
 FD1178.geopotential number by the normal gravity value computed on the
 FD1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1178.degrees latitude (g = 980.6199 gals.).
 FD1178
 FD1178.The modeled gravity was interpolated from observed gravity values.
 FD1178
 FD1178;                    North         East     Units Scale Factor Converg.
 FD1178;SPC TN       -   180,057.759   459,617.838   MT  0.99995031   -0 54 39.5
 FD1178;SPC TN       -   590,739.50  1,507,929.52   sFT  0.99995031   -0 54 39.5
 FD1178;UTM  16      - 3,978,119.695   449,849.702   MT  0.99963099   -0 19 35.1
 FD1178
 FD1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1178!SPC TN       -   0.99996330  x   0.99995031  =   0.99991362
 FD1178!UTM  16      -   0.99996330  x   0.99963099  =   0.99959431
 FD1178
 FD1178:                Primary Azimuth Mark                     Grid Az
 FD1178:SPC TN       -  HICK AZ MK                               021 14 36.1
 FD1178:UTM  16      -  HICK AZ MK                               020 39 31.7
 FD1178
 FD1178|---------------------------------------------------------------------|
 FD1178| PID    Reference Object                     Distance      Geod. Az  |
 FD1178|                                                           dddmmss.s |
 FD1178| CG6055 HICK AZ MK                                         0201956.6 |
 FD1178| FD1179 HICK RM 1                            20.900 METERS 22952     |
 FD1178| FD1177 HICK RM 2                            21.903 METERS 35700     |
 FD1178|---------------------------------------------------------------------|
 FD1178
 FD1178                          SUPERSEDED SURVEY CONTROL
 FD1178
 FD1178  NAD 83(1995)-  35 56 46.17827(N)    087 33 21.80531(W) AD(       ) 2
 FD1178  NAD 83(1986)-  35 56 46.18648(N)    087 33 21.80336(W) AD(       ) 2
 FD1178  NAD 27      -  35 56 45.96040(N)    087 33 21.74060(W) AD(       ) 2
 FD1178  NGVD 29 (??/??/92)  262.386  (m)          860.84   (f) ADJ UNCH    2 0
 FD1178
 FD1178.Superseded values are not recommended for survey control.
 FD1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1178.See file dsdata.txt to determine how the superseded data were derived.
 FD1178
 FD1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4985078120(NAD 83)
 FD1178_MARKER: DB = BENCH MARK DISK
 FD1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1178_STAMPING: HICK 1959
 FD1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1178+STABILITY: SURFACE MOTION
 FD1178
 FD1178  HISTORY     - Date     Condition        Report By
 FD1178  HISTORY     - 1959     MONUMENTED       CGS
 FD1178  HISTORY     - 1959     GOOD             CGS
 FD1178
 FD1178                          STATION DESCRIPTION
 FD1178
 FD1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1178'THE STATION IS LOCATED ON A WOODED HILL AT THE HEAD OF JOHN WAYNICK
 FD1178'HOLLOW, ABOUT 4.6 MILES
 FD1178'NORTHEAST OF SPOT AND 5.0 MILES NORTHWEST OF
 FD1178'PINEWOOD.
 FD1178'
 FD1178'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, GO NORTHEAST ON
 FD1178'THE PAVED ROAD FOR 6.5
 FD1178'MILES TO A SIDE ROAD ON THE LEFT, THIS IS 0.15 MILE WEST
 FD1178'OF THE STORE IN SPOT, TURN LEFT
 FD1178'AND GO NORTH ON THE GRAVELED ROAD FOR
 FD1178'0.55 MILE TO A FORK, TAKE THE RIGHT FORK AND
 FD1178'CONTINUE NORTHERLY FOR
 FD1178'1.1 MILES TO A T-JUNCTION, TURN LEFT AND CONTINUE NORTH FOR
 FD1178'1.95 MILES TO
 FD1178'A T-JUNCTION, TURN RIGHT AND GO NORTHEAST FOR 2.1 MILES TO A
 FD1178'FORK, TURN RIGHT AND GO
 FD1178'SOUTH FOR 0.15 MILE TO THE STATION ON THE
 FD1178'LEFT AS DESCRIBED.
 FD1178'
 FD1178'STATION MARK IS 48 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 21
 FD1178'FEET EAST OF A TRIANGLE
 FD1178'BLAZED OAK TREE, 17 FEET NORTHEAST OF A DIM TRACK ROAD
 FD1178'AND 4 FEET WEST- NORTHWEST OF A
 FD1178'WITNESS SIGN.  THE MARK IS A STANDARD
 FD1178'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST,
 FD1178'PROJECTS 2 INCHES
 FD1178'ABOVE THE GROUND AND IS STAMPED HICK 1959.
 FD1178'
 FD1178'UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FD1178'BELOW THE SURFACE OF
 FD1178'THE GROUND AND IS STAMPED HICK 1959.
 FD1178'
 FD1178'REFERENCE MARK NO 1 IS 15 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 FD1178'THE MARK PROJECTS 3 INCHES
 FD1178'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HICK
 FD1178'NO 1 1959.
 FD1178'
 FD1178'REFERENCE MARK NO 2 IS 15 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 FD1178'THE MARK PROJECTS 3 INCHES
 FD1178'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HICK
 FD1178'NO 2 1959.
 FD1178'
 FD1178'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 3
 FD1178'FEET EAST OF A WITNESS
 FD1178'SIGN.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF
 FD1178'THE GROUND AND IS STAMPED HICK
 FD1178'1959.
 FD1178'
 FD1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15 MILE TO
 FD1178'A FORK, TURN RIGHT AND GO
 FD1178'0.25 MILE TO A CROSS ROAD, TURN RIGHT AND GO 0.05
 FD1178'MILE TO THE AZIMUTH MARK ON THE LEFT
 FD1178'AS DESCRIBED.
 FD1178'
 FD1178'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD1178
 FD1178                          STATION RECOVERY (1959)
 FD1178
 FD1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1178'12.9 MI NE FROM ONLY.
 FD1178'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1178'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1178'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1178'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1178'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1178'4.4 MILES WEST AND NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 FD1178'THENCE 0.2 MILE SOUTH TO THE STATION AS DESCRIBED, 48 FT. EAST OF
 FD1178'THE CENTER OF THE GRAVELED ROAD, 21 FT. EAST OF A TRIANGLE BLAZED
 FD1178'TREE, 17 FT. NORTHEAST OF A DIM TRACK ROAD, AND 4 FT. WEST-NORTHWEST
 FD1178'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1178'2 INCHES, AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1179 ***********************************************************************
 FD1179  DESIGNATION -  HICK RM 1
 FD1179  PID         -  FD1179
 FD1179  STATE/COUNTY-  TN/HICKMAN
 FD1179  USGS QUAD   -  SPOT (1942)
 FD1179
 FD1179                         *CURRENT SURVEY CONTROL
 FD1179  ___________________________________________________________________
 FD1179* NAD 83(1986)-  35 56 45.     (N)    087 33 21.     (W)     SCALED    
 FD1179* NAVD 88     -       262.050  (meters)     859.74   (feet)  ADJUSTED  
 FD1179  ___________________________________________________________________
 FD1179  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1179  DYNAMIC HT  -         261.821 (meters)     858.99  (feet)  COMP
 FD1179  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1179
 FD1179  VERT ORDER  -  SECOND    CLASS 0
 FD1179
 FD1179.The horizontal coordinates were scaled from a topographic map and have
 FD1179.an estimated accuracy of +/- 6 seconds.
 FD1179
 FD1179.The orthometric height was determined by differential leveling
 FD1179.and adjusted by the National Geodetic Survey in June 1991..
 FD1179
 FD1179.The geoid height was determined by GEOID03.
 FD1179
 FD1179.The dynamic height is computed by dividing the NAVD 88
 FD1179.geopotential number by the normal gravity value computed on the
 FD1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1179.degrees latitude (g = 980.6199 gals.).
 FD1179
 FD1179.The modeled gravity was interpolated from observed gravity values.
 FD1179
 FD1179;                    North         East    Units  Estimated Accuracy
 FD1179;SPC TN       -   180,020.      459,640.      MT  (+/- 180 meters Scaled)
 FD1179
 FD1179                          SUPERSEDED SURVEY CONTROL
 FD1179
 FD1179  NGVD 29 (??/??/92)  262.061  (m)          859.78   (f) ADJ UNCH    2 0
 FD1179
 FD1179.Superseded values are not recommended for survey control.
 FD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1179.See file dsdata.txt to determine how the superseded data were derived.
 FD1179
 FD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE498780(NAD 83)
 FD1179_MARKER: DR = REFERENCE MARK DISK
 FD1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1179_STAMPING: HICK NO 1 1959
 FD1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1179+STABILITY: SURFACE MOTION
 FD1179
 FD1179  HISTORY     - Date     Condition        Report By
 FD1179  HISTORY     - 1959     MONUMENTED       CGS
 FD1179
 FD1179                          STATION DESCRIPTION
 FD1179
 FD1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1179'12.9 MI NE FROM ONLY.
 FD1179'THIS MARK IS LOCATED AT THE HICK 1959 STATION SITE, 68.6 FT.
 FD1179'SOUTHEAST OF THE STATION MARK, 15 FT. EAST OF THE CENTER OF THE
 FD1179'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1179'3 INCHES, AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1177 ***********************************************************************
 FD1177  DESIGNATION -  HICK RM 2
 FD1177  PID         -  FD1177
 FD1177  STATE/COUNTY-  TN/HICKMAN
 FD1177  USGS QUAD   -  SPOT (1942)
 FD1177
 FD1177                         *CURRENT SURVEY CONTROL
 FD1177  ___________________________________________________________________
 FD1177* NAD 83(1986)-  35 56 45.     (N)    087 33 21.     (W)     SCALED    
 FD1177* NAVD 88     -       261.895  (meters)     859.23   (feet)  ADJUSTED  
 FD1177  ___________________________________________________________________
 FD1177  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1177  DYNAMIC HT  -         261.666 (meters)     858.48  (feet)  COMP
 FD1177  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1177
 FD1177  VERT ORDER  -  SECOND    CLASS 0
 FD1177
 FD1177.The horizontal coordinates were scaled from a topographic map and have
 FD1177.an estimated accuracy of +/- 6 seconds.
 FD1177
 FD1177.The orthometric height was determined by differential leveling
 FD1177.and adjusted by the National Geodetic Survey in June 1991..
 FD1177
 FD1177.The geoid height was determined by GEOID03.
 FD1177
 FD1177.The dynamic height is computed by dividing the NAVD 88
 FD1177.geopotential number by the normal gravity value computed on the
 FD1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1177.degrees latitude (g = 980.6199 gals.).
 FD1177
 FD1177.The modeled gravity was interpolated from observed gravity values.
 FD1177
 FD1177;                    North         East    Units  Estimated Accuracy
 FD1177;SPC TN       -   180,020.      459,640.      MT  (+/- 180 meters Scaled)
 FD1177
 FD1177                          SUPERSEDED SURVEY CONTROL
 FD1177
 FD1177  NGVD 29 (??/??/92)  261.906  (m)          859.27   (f) ADJ UNCH    2 0
 FD1177
 FD1177.Superseded values are not recommended for survey control.
 FD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1177.See file dsdata.txt to determine how the superseded data were derived.
 FD1177
 FD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE498780(NAD 83)
 FD1177_MARKER: DR = REFERENCE MARK DISK
 FD1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1177_STAMPING: HICK NO 2 1959
 FD1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1177+STABILITY: SURFACE MOTION
 FD1177
 FD1177  HISTORY     - Date     Condition        Report By
 FD1177  HISTORY     - 1959     MONUMENTED       CGS
 FD1177
 FD1177                          STATION DESCRIPTION
 FD1177
 FD1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1177'12.9 MI NE FROM ONLY.
 FD1177'THIS MARK IS LOCATED AT THE HICK 1959 STATION SITE, 71.8 FT.
 FD1177'NORTH OF THE STATION MARK, 15 FT. EAST OF THE CENTER OF A GRAVELED
 FD1177'ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 FD1177'AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1510 ***********************************************************************
 FD1510  DESIGNATION -  HICKMAN
 FD1510  PID         -  FD1510
 FD1510  STATE/COUNTY-  TN/HICKMAN
 FD1510  USGS QUAD   -  CRAIGFIELD (1979)
 FD1510
 FD1510                         *CURRENT SURVEY CONTROL
 FD1510  ___________________________________________________________________
 FD1510* NAD 83(1995)-  35 55 56.37012(N)    087 13 09.97231(W)     ADJUSTED  
 FD1510* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 FD1510  ___________________________________________________________________
 FD1510  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FD1510  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1510
 FD1510  HORZ ORDER  -  THIRD
 FD1510
 FD1510.The horizontal coordinates were established by classical geodetic methods
 FD1510.and adjusted by the National Geodetic Survey in April 1999..
 FD1510
 FD1510.The orthometric height was scaled from a topographic map.
 FD1510
 FD1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1510
 FD1510.The geoid height was determined by GEOID03.
 FD1510
 FD1510;                    North         East     Units Scale Factor Converg.
 FD1510;SPC TN       -   178,092.231   489,965.587   MT  0.99994987   -0 42 50.1
 FD1510;SPC TN       -   584,290.93  1,607,495.43   sFT  0.99994987   -0 42 50.1
 FD1510;UTM  16      - 3,976,464.596   480,205.788   MT  0.99960483   -0 07 43.6
 FD1510
 FD1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1510!SPC TN       -   0.99995975  x   0.99994987  =   0.99990962
 FD1510!UTM  16      -   0.99995975  x   0.99960483  =   0.99956459
 FD1510
 FD1510|---------------------------------------------------------------------|
 FD1510| PID    Reference Object                     Distance      Geod. Az  |
 FD1510|                                                           dddmmss.s |
 FD1510| CG6057 HICKMAN RM 1                          8.453 METERS 02514     |
 FD1510| FD1511 11 20 12                             15.939 METERS 23649     |
 FD1510| CG6056 HICKMAN AZ MK                                      2672025.7 |
 FD1510|---------------------------------------------------------------------|
 FD1510
 FD1510                          SUPERSEDED SURVEY CONTROL
 FD1510
 FD1510  NAD 83(1995)-  35 55 56.37214(N)    087 13 09.97530(W) AD(       ) 3
 FD1510  NAD 83(1986)-  35 55 56.38096(N)    087 13 09.97518(W) AD(       ) 3
 FD1510  NAD 27      -  35 55 56.15000(N)    087 13 09.94300(W) AD(       ) 3
 FD1510
 FD1510.Superseded values are not recommended for survey control.
 FD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1510.See file dsdata.txt to determine how the superseded data were derived.
 FD1510
 FD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8020676465(NAD 83)
 FD1510_MARKER: DS = TRIANGULATION STATION DISK
 FD1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1510
 FD1510  HISTORY     - Date     Condition        Report By
 FD1510  HISTORY     - 1953     MONUMENTED       CGS
 FD1510
 FD1510                          STATION DESCRIPTION
 FD1510
 FD1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1510'STATION IS LOCATED 5 MILES EAST OF BON AQUA ON PROPERTY OWNED BY O K
 FD1510'SULLIVAN.  IT IS 68 FEET
 FD1510'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 100 AND
 FD1510'TURN BULL ROAD, 36 FEET WEST OF
 FD1510'THE CENTER OF TURN BULL ROAD AND 6
 FD1510'FEET WEST OF A FENCE LINE AND A WHITE WITNESS
 FD1510'POST.  THE MARK IS
 FD1510'FLUSH AND THE DISK IS STAMPED HICKMAN 1953.
 FD1510'
 FD1510'REFERENCE MARK NO 1 IS 30 FEET WEST OF THE CENTER OF TURN BULL ROAD
 FD1510'AND 1 FOOT WEST OF A FENCE
 FD1510'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FD1510'HICKMAN NO 1 1953.
 FD1510'
 FD1510'11-20-12 (TENN GEOLOGY S) IS USED AS A REFERENCE MARK.  IT IS 37 FEET
 FD1510'NORTH OF THE CENTER OF
 FD1510'STATE HIGHWAY 100 AND 3 FEET SOUTH OF A FENCE LINE.
 FD1510'THE MARK IS A 6X6 INCH CONCRETE
 FD1510'POST, WHICH PROJECTS 6 INCHES WITH A
 FD1510'STANDARD TENNESSEE DIVISION GEOLOGY WPA STATION
 FD1510'MARK DISK ATOP
 FD1510'STAMPED 11-20-12.
 FD1510'
 FD1510'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 100, 24 FEET
 FD1510'WEST OF A POWER LINE POLE,
 FD1510'3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET NORTH
 FD1510'OF A FENCE LINE.  THE MARK PROJECTS
 FD1510'4 INCHES AND THE DISK IS STAMPED
 FD1510'HICKMAN 1953.
 FD1510'
 FD1510'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1510'46, 2 MILES SOUTH OF
 FD1510'BON AQUA, GO EAST ON HIGHWAY 100 FOR 4.7 MILES TO HICKMAN
 FD1510'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.65 MILE TO
 FD1510'THE INTERSECTION OF TURN BULL ROAD AND THE STATION.
 FD1510'
 FD1510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0222 ***********************************************************************
 FC0222  DESIGNATION -  HICKORY
 FC0222  PID         -  FC0222
 FC0222  STATE/COUNTY-  TN/KNOX
 FC0222  USGS QUAD   -  LOVELL (1990)
 FC0222
 FC0222                         *CURRENT SURVEY CONTROL
 FC0222  ___________________________________________________________________
 FC0222* NAD 83(1995)-  35 53 24.91091(N)    084 12 36.69443(W)     ADJUSTED  
 FC0222* NAVD 88     -       355.319  (meters)    1165.74   (feet)  ADJUSTED  
 FC0222  ___________________________________________________________________
 FC0222  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FC0222  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0222  DYNAMIC HT  -         354.985 (meters)    1164.65  (feet)  COMP
 FC0222  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0222
 FC0222  HORZ ORDER  -  SECOND
 FC0222  VERT ORDER  -  SECOND    CLASS 0
 FC0222
 FC0222.The horizontal coordinates were established by classical geodetic methods
 FC0222.and adjusted by the National Geodetic Survey in April 1999..
 FC0222
 FC0222.The orthometric height was determined by differential leveling
 FC0222.and adjusted by the National Geodetic Survey in June 1991..
 FC0222
 FC0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0222
 FC0222.The geoid height was determined by GEOID03.
 FC0222
 FC0222.The dynamic height is computed by dividing the NAVD 88
 FC0222.geopotential number by the normal gravity value computed on the
 FC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0222.degrees latitude (g = 980.6199 gals.).
 FC0222
 FC0222.The modeled gravity was interpolated from observed gravity values.
 FC0222
 FC0222;                    North         East     Units Scale Factor Converg.
 FC0222;SPC TN       -   174,216.287   761,581.636   MT  0.99994888   +1 02 52.2
 FC0222;SPC TN       -   571,574.60  2,498,622.42   sFT  0.99994888   +1 02 52.2
 FC0222;UTM  16      - 3,975,371.692   751,817.971   MT  1.00038145   +1 38 10.8
 FC0222
 FC0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0222!SPC TN       -   0.99994905  x   0.99994888  =   0.99989793
 FC0222!UTM  16      -   0.99994905  x   1.00038145  =   1.00033048
 FC0222
 FC0222|---------------------------------------------------------------------|
 FC0222| PID    Reference Object                     Distance      Geod. Az  |
 FC0222|                                                           dddmmss.s |
 FC0222| FC0223 HICKORY RM 2                         10.607 METERS 05755     |
 FC0222| FC0229 CAMPBELL                            APPROX. 4.5 KM 0734546.4 |
 FC0222| FC0220 HICKORY AZ MK                                      2361533.3 |
 FC0222| CZ4854 HICKORY AZ MK 2                                    2361601.0 |
 FC0222| FC0221 HICKORY RM 1                         10.043 METERS 34440     |
 FC0222|---------------------------------------------------------------------|
 FC0222
 FC0222                          SUPERSEDED SURVEY CONTROL
 FC0222
 FC0222  NAD 83(1995)-  35 53 24.91778(N)    084 12 36.69322(W) AD(       ) 2
 FC0222  NAD 83(1986)-  35 53 24.92362(N)    084 12 36.69128(W) AD(       ) 2
 FC0222  NAD 27      -  35 53 24.63810(N)    084 12 36.98870(W) AD(       ) 2
 FC0222  NGVD 29 (??/??/92)  355.436  (m)         1166.13   (f) ADJ UNCH    2 0
 FC0222
 FC0222.Superseded values are not recommended for survey control.
 FC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0222.See file dsdata.txt to determine how the superseded data were derived.
 FC0222
 FC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5181875372(NAD 83)
 FC0222_MARKER: DE = TRAVERSE STATION DISK
 FC0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0222_STAMPING: HICKORY 1960
 FC0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0222+STABILITY: SURFACE MOTION
 FC0222
 FC0222  HISTORY     - Date     Condition        Report By
 FC0222  HISTORY     - 1960     MONUMENTED       CGS
 FC0222  HISTORY     - 1960     GOOD             CGS
 FC0222  HISTORY     - 1976     GOOD             NGS
 FC0222
 FC0222                          STATION DESCRIPTION
 FC0222
 FC0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0222'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF EATON
 FC0222'CROSSROAD, 3 MILES WEST OF FARRAGUT, AND ON THE INTERSTATE HIGHWAY
 FC0222'RIGHT-OF-WAY.
 FC0222'
 FC0222'TO REACH THE STATION FROM THE SCHOOL IN FARRAGUT, GO WEST, ON U.S.
 FC0222'HIGHWAY 70 FOR 0.1 MILE TO A TRAFFIC LIGHT. PROCEED WEST, ON U.S.
 FC0222'HIGHWAY 70 FOR 0.4 MILE TO CAMPBELL STATION ROAD ON THE RIGHT. TURN
 FC0222'RIGHT, NORTH, AND GO 1.45 MILES ON CAMPBELL STATION ROAD TO AN
 FC0222'OVERPASS. TURN LEFT, ON THE INTERSTATE HIGHWAY AND GO WESTERLY FOR
 FC0222'2.0 MILES TO THE STATION ON THE RIGHT.
 FC0222'
 FC0222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, ON THE
 FC0222'INTERSTATE HIGHWAY FOR 0.1 MILE TO THE WEST END OF AN OVERPASS
 FC0222'AND THE AZIMUTH MARK ON THE LEFT.
 FC0222'
 FC0222'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HICKORY 1960,
 FC0222'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 34 FEET SOUTH OF
 FC0222'THE RIGHT-OF-WAY FENCE, 4 FEET NORTH OF THE HIGHWAY CUT BANK, 2.2
 FC0222'FEET NORTH OF A WITNESS SIGN, AND SET ON THE WESTERN SLOPE OF THE
 FC0222'HIGHWAY CUT BANK.
 FC0222'
 FC0222'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HICKORY NO. 1 1960,
 FC0222'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 37 FEET NORTH OF
 FC0222'THE HIGHWAY CUT BANK, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 FC0222'ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FC0222'
 FC0222'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HICKORY NO. 2 1960,
 FC0222'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 28 FEET SOUTH OF
 FC0222'THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF THE HIGHWAY CUT BANK, AND
 FC0222'ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 FC0222'
 FC0222'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKORY 1960, CEMENTED
 FC0222'IN A DRILL HOLE IN A CONCRETE WALK-WAY. THE WALK-WAY PROJECTS 9
 FC0222'INCHES ABOVE THE MAIN SURFACE OF AN OVERPASS. IT IS 16 FEET SOUTH OF
 FC0222'THE CENTER OF AN OVERPASS, 1.5 FEET NORTH OF THE SOUTH GUARD
 FC0222'RAIL, AND AT THE WEST END OF AN OVERPASS.
 FC0222'
 FC0222'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FC0222
 FC0222                          STATION RECOVERY (1960)
 FC0222
 FC0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0222'6 MI NE FROM EATON CROSSROADS.
 FC0222'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0222'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0222'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0222'2.9 MILES EAST ON INTERSTATE HIGHWAY 40.  THE STATION MARK IS 0.15
 FC0222'MILE EAST OF AN OVERPASS, ON THE NORTH RIGHT-OF-WAY ON THE WESTERN
 FC0222'SLOPE OF A CUT, 34 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, 4 FT.
 FC0222'NORTH OF A HIGHWAY CUT BANK, AND 2.2 FT. NORTH OF A WITNESS SIGN.
 FC0222'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0222'GROUND.
 FC0222
 FC0222                          STATION RECOVERY (1976)
 FC0222
 FC0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FC0222'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 FC0222'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 FC0222'TO THE AZIMUTH MARK WAS FOUND IN ERROR BY 28.0 SECONDS.  THE MARK
 FC0222'WAS STAMPED 1976 AND THE 1976 VALUE SHOULD BE USED FOR ALL FUTURE
 FC0222'WORK.
 FC0222'
 FC0222'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0222'
 FC0222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST
 FC0222'OF FARRAGUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0503 ***********************************************************************
 GC0503  DESIGNATION -  HICKORY
 GC0503  PID         -  GC0503
 GC0503  STATE/COUNTY-  TN/DAVIDSON
 GC0503  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0503
 GC0503                         *CURRENT SURVEY CONTROL
 GC0503  ___________________________________________________________________
 GC0503* NAD 83(1995)-  36 16 08.04264(N)    086 44 20.85725(W)     ADJUSTED  
 GC0503* NAVD 88     -       221.129  (meters)     725.49   (feet)  ADJUSTED  
 GC0503  ___________________________________________________________________
 GC0503  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC0503  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0503  DYNAMIC HT  -         220.941 (meters)     724.87  (feet)  COMP
 GC0503  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0503
 GC0503  HORZ ORDER  -  SECOND
 GC0503  VERT ORDER  -  SECOND    CLASS 0
 GC0503
 GC0503.The horizontal coordinates were established by classical geodetic methods
 GC0503.and adjusted by the National Geodetic Survey in April 1999..
 GC0503
 GC0503.The orthometric height was determined by differential leveling
 GC0503.and adjusted by the National Geodetic Survey in June 1991..
 GC0503
 GC0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0503
 GC0503.The geoid height was determined by GEOID03.
 GC0503
 GC0503.The dynamic height is computed by dividing the NAVD 88
 GC0503.geopotential number by the normal gravity value computed on the
 GC0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0503.degrees latitude (g = 980.6199 gals.).
 GC0503
 GC0503.The modeled gravity was interpolated from observed gravity values.
 GC0503
 GC0503;                    North         East     Units Scale Factor Converg.
 GC0503;SPC TN       -   215,002.755   533,586.708   MT  0.99997713   -0 25 57.8
 GC0503;SPC TN       -   705,388.21  1,750,609.06   sFT  0.99997713   -0 25 57.8
 GC0503;UTM  16      - 4,013,805.703   523,431.808   MT  0.99960676   +0 09 15.6
 GC0503
 GC0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0503!SPC TN       -   0.99996992  x   0.99997713  =   0.99994705
 GC0503!UTM  16      -   0.99996992  x   0.99960676  =   0.99957669
 GC0503
 GC0503|---------------------------------------------------------------------|
 GC0503| PID    Reference Object                     Distance      Geod. Az  |
 GC0503|                                                           dddmmss.s |
 GC0503| GC0502 HICKORY RM 2                         10.592 METERS 00615     |
 GC0503| GC2204 MADISON RADIO STA WENO MAST         APPROX. 2.1 KM 0790501.6 |
 GC0503| GC0501 HICKORY AZ MK                       471.778 METERS 1473127.0 |
 GC0503| GC2235 MADISON SUBURBAN UTIL DIST TK       APPROX. 4.9 KM 1505438.1 |
 GC0503| GC0504 HICKORY RM 1                         10.623 METERS 19652     |
 GC0503|---------------------------------------------------------------------|
 GC0503
 GC0503                          SUPERSEDED SURVEY CONTROL
 GC0503
 GC0503  NAD 83(1995)-  36 16 08.04427(N)    086 44 20.85910(W) AD(       ) 2
 GC0503  NAD 83(1995)-  36 16 08.04744(N)    086 44 20.85961(W) AD(       ) 2
 GC0503  NAD 83(1986)-  36 16 08.05278(N)    086 44 20.86023(W) AD(       ) 2
 GC0503  NAD 27      -  36 16 07.86180(N)    086 44 20.87060(W) AD(       ) 2
 GC0503  NGVD 29 (??/??/92)  221.169  (m)          725.62   (f) ADJ UNCH    2 0
 GC0503
 GC0503.Superseded values are not recommended for survey control.
 GC0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0503.See file dsdata.txt to determine how the superseded data were derived.
 GC0503
 GC0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2343213806(NAD 83)
 GC0503_MARKER: DE = TRAVERSE STATION DISK
 GC0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0503_STAMPING: HICKORY 1959
 GC0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0503
 GC0503  HISTORY     - Date     Condition        Report By
 GC0503  HISTORY     - 1959     MONUMENTED       CGS
 GC0503  HISTORY     - 1960     GOOD             NGS
 GC0503  HISTORY     - 1967     GOOD             CGS
 GC0503  HISTORY     - 1967     GOOD             NGS
 GC0503
 GC0503                          STATION DESCRIPTION
 GC0503
 GC0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0503'THE STATION IS LOCATED ON THE EASTERN SLOPE OF A PROMINENT TIMBER AND
 GC0503'BRUSH COVERED HILL ON MR. C. B. BUCHANNAN PROPERTY, ABOUT
 GC0503'8.0 MILES EAST-NORTHEAST OF THE CENTER OF NASHVILLE, 4.0 MILES
 GC0503'SOUTH-SOUTHWEST OF GOODLETTSVILLE, 1.0 MILE WEST OF MADISON AND
 GC0503'0.25 MILE NORTH OF OLD HICKORY BOULEVARD.
 GC0503'
 GC0503'TO REACH THE STATION FROM INTERSECTION OF U. S. HIGHWAYS 31 W, 41 AND
 GC0503'341 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTH ON U. S. HIGHWAYS
 GC0503'31 W AND 41 FOR 5.9 MILES TO OLD HICKORY BOULEVARD, TURN RIGHT AND GO
 GC0503'EAST ON OLD HICKORY BOULEVARD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 GC0503'THE LEFT AS DESCRIBED, CONTINUE EAST ON OLD HICKORY BOULEVARD FOR 0.3
 GC0503'MILE TO GRAYCROFT AVE. ON THE LEFT, TURN LEFT AND GO NORTHERLY
 GC0503'ON GRAYCROFT AVE. FOR 0.6 MILE TO NESBITT DRIVE ON THE LEFT,
 GC0503'TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO THE END OF THE PAVEMENT,
 GC0503'CONTINUE STRAIGHT AHEAD AND GO WEST AND SOUTH FOR 0.3 MILE, FROM HERE
 GC0503'LEAVE THE TRACK ROAD AND GO SOUTH FOR 0.1 MILE TO THE STATION AS
 GC0503'DESCRIBED.
 GC0503'
 GC0503'STATION MARK IS 45 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 GC0503'EAST OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK BRAZED TO THE
 GC0503'TOP OF A 2-INCH IRON PIPE, ABOUT 50 FEET LOWER THAN THE HIGHEST PART
 GC0503'OF THE HILL, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GC0503'IS STAMPED HICKORY 1959.
 GC0503'
 GC0503'UNDERGROUND STATION MARK IS A STANDARD DISK SET ABOUT 30 INCHES BELOW
 GC0503'THE SURFACE OF THE GROUND.  THE MARK IS STAMPED HICKORY 1959.
 GC0503'
 GC0503'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GC0503'IRON PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GC0503'STAMPED HICKORY NO 1 1959.
 GC0503'
 GC0503'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GC0503'IRON PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE SURFACE OF THE
 GC0503'GROUND AND IS STAMPED HICKORY NO 2 1959.
 GC0503'
 GC0503'AZIMUTH MARK IS 120 FEET EAST OF THE EAST SIDE OF A LARGE SILVER
 GC0503'WATER TANK, 30 FEET NORTH OF THE NORTHEAST CORNER OF A PIG PEN, 30
 GC0503'FEET NORTHEAST OF A FENCE CORNER AND 16 FEET EAST OF A WIRE FENCE AND
 GC0503'WITNESS SIGN.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GC0503'DRILLHOLE IN UNDERGROUND BEDROCK, SET ABOUT 6 INCHES BELOW THE
 GC0503'SURFACE OF THE GROUND AND IS STAMPED HICKORY 1959.
 GC0503'
 GC0503'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO THE AZIMUTH
 GC0503'MARK.
 GC0503'
 GC0503'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC0503
 GC0503                          STATION RECOVERY (1960)
 GC0503
 GC0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0503'4.6 MI N FROM NASHVILLE.
 GC0503'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0503'(U.S. HIGHWAY 31 W AND 41) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0503'DICKERSON ROAD FOR 2.1 MILES TO DUE WEST AVENUE, THEN 1.5 MILE
 GC0503'EAST ON DUE WEST AVENUE, THEN 0.4 MILE NORTH ON GRAYCROFT AVENUE,
 GC0503'THEN 0.5 MILE WEST ON CHADWELL DRIVE, THEN 0.1 MILE NORTH ON PORT
 GC0503'DRIVE, THEN 0.6 MILE NORTH ON RHINE DRIVE, THENCE 0.2 MILE EAST
 GC0503'ON OLD HICKORY BOULEVARD, THEN 0.1 MILE NORTH ON A GRAVELED
 GC0503'ROAD LEADING TO A LARGE SILVER WATER TANK, THEN ABOUT 0.3 MILE
 GC0503'NORTHWEST ACROSS COUNTRY TO THE EASTERN SLOPE OF A PROMINENT
 GC0503'HILL.  THE STATION IS LOCATED 45 FT. EAST OF A NORTH-SOUTH FENCE
 GC0503'LINE AND 4 FT. EAST OF A WITNESS SIGN SET IN TOP OF A 2-INCH IRON
 GC0503'PIPE, ABOUT 50 FT. BELOW THE HIGHEST PART OF THE HILL.
 GC0503'NOTE-- THIS STATION IS ABOUT 0.7 MILE SOUTH OF B.M. U 221.
 GC0503
 GC0503                          STATION RECOVERY (1967)
 GC0503
 GC0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0503'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 GC0503'DESCRIBED IN HORIZONTAL CONTROL DATA PUBLISHED MAY
 GC0503'1960 - QUAD 360863 - STATION 1042.  A COMPLETE AND THOROUGH SEARCH
 GC0503'WAS MADE FOR THE AZIMUTH MARK AND IT WAS NOT FOUND.  DUE TO CHANGES
 GC0503'IN THE AREA WHERE THE AZIMUTH MARK WAS SET, THERE IS CONSIDERABLE
 GC0503'DEBRIS PILED IN THE AREA AND IT IS THOUGHT THAT ONCE THIS IS REMOVED
 GC0503'THE AZIMUTH MARK CAN BE FOUND.  A NEW SEARCH WILL BE MADE AT A
 GC0503'FUTURE DATE.
 GC0503'
 GC0503'WHEN THE CONSTRUCTION WORK IS COMPLETED ON INTERSTATE ROUTE 65 IN
 GC0503'THIS VICINITY, IT WILL NO LONGER BE POSSIBLE TO REACH THE STATION
 GC0503'BY THE OLD DESCRIPTION.  ONCE THE WORK IS COMPLETED A NEW STATION
 GC0503'TO-REACH WILL BE WRITTEN.
 GC0503
 GC0503                          STATION RECOVERY (1967)
 GC0503
 GC0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2489 ***********************************************************************
 FE2489  DESIGNATION -  HICKORY
 FE2489  PID         -  FE2489
 FE2489  STATE/COUNTY-  TN/HARDEMAN
 FE2489  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2489
 FE2489                         *CURRENT SURVEY CONTROL
 FE2489  ___________________________________________________________________
 FE2489* NAD 83(1995)-  35 08 24.47337(N)    089 08 22.94567(W)     ADJUSTED  
 FE2489* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 FE2489  ___________________________________________________________________
 FE2489  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FE2489  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2489
 FE2489  HORZ ORDER  -  FIRST
 FE2489
 FE2489.The horizontal coordinates were established by classical geodetic methods
 FE2489.and adjusted by the National Geodetic Survey in April 1999..
 FE2489
 FE2489.The orthometric height was scaled from a topographic map.
 FE2489
 FE2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2489
 FE2489.The geoid height was determined by GEOID03.
 FE2489
 FE2489;                    North         East     Units Scale Factor Converg.
 FE2489;SPC TN       -    94,104.509   313,914.387   MT  1.00002121   -1 50 17.2
 FE2489;SPC TN       -   308,741.21  1,029,900.78   sFT  1.00002121   -1 50 17.2
 FE2489;UTM  16      - 3,890,678.912   305,066.221   MT  1.00006833   -1 13 55.0
 FE2489
 FE2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2489!SPC TN       -   0.99997139  x   1.00002121  =   0.99999260
 FE2489!UTM  16      -   0.99997139  x   1.00006833  =   1.00003972
 FE2489
 FE2489|---------------------------------------------------------------------|
 FE2489| PID    Reference Object                     Distance      Geod. Az  |
 FE2489|                                                           dddmmss.s |
 FE2489| CG3462 HICKORY RM 2                         51.938 METERS 00419     |
 FE2489| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX.18.0 KM 0341955.6 |
 FE2489| FE2477 HICKORY VALLEY LOT WT 10            APPROX. 4.8 KM 0345047.5 |
 FE2489| FE2488 H B DURYEA TRACT TANK               APPROX. 0.9 KM 0364310.1 |
 FE2489| FE2478 HICKORY VALLEY WEST RAD MAST        APPROX. 5.5 KM 0430935.7 |
 FE2489| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX.18.6 KM 0455226.7 |
 FE2489| CG3461 HICKORY RM 1                         38.009 METERS 11908     |
 FE2489| CG3463 HICKORY RM 3                         28.530 METERS 18338     |
 FE2489| CG3460 HICKORY AZ MK RESET                                2053005.0 |
 FE2489| CG3464 HICKORY AZ MK                                      2070550.6 |
 FE2489| FE2492 EBENEZER                            APPROX.19.2 KM 2704444.8 |
 FE2489|---------------------------------------------------------------------|
 FE2489
 FE2489                          SUPERSEDED SURVEY CONTROL
 FE2489
 FE2489  NAD 83(1995)-  35 08 24.47544(N)    089 08 22.94579(W) AD(       ) 1
 FE2489  NAD 83(1995)-  35 08 24.48015(N)    089 08 22.94601(W) AD(       ) 1
 FE2489  NAD 83(1986)-  35 08 24.48523(N)    089 08 22.94585(W) AD(       ) 1
 FE2489  NAD 27      -  35 08 24.17300(N)    089 08 22.71200(W) AD(       ) 1
 FE2489
 FE2489.Superseded values are not recommended for survey control.
 FE2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2489.See file dsdata.txt to determine how the superseded data were derived.
 FE2489
 FE2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0506690679(NAD 83)
 FE2489_MARKER: DS = TRIANGULATION STATION DISK
 FE2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2489
 FE2489  HISTORY     - Date     Condition        Report By
 FE2489  HISTORY     - 1914     MONUMENTED       CGS
 FE2489  HISTORY     - 1934     GOOD             CGS
 FE2489  HISTORY     - 1958     GOOD             CGS
 FE2489
 FE2489                          STATION DESCRIPTION
 FE2489
 FE2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2489'ABOUT 8 MILES NORTH OF GRAND JUNCTION, ABOUT 1 MILE SOUTHWEST OF
 FE2489'HICKORY VALLEY, AND ON LAND OWNED BY UNION STOCK LAND BANK OF
 FE2489'LOUISVILLE.  TO REACH FROM JUNCTION OF U.S. ROUTE 64 AND STATE ROUTE
 FE2489'18 AT SOUTHWEST CITY LIMITS OF BOLIVAR, GO SOUTH ON ROUTE 18 ABOUT
 FE2489'11 MILES TO GULF FILLING STATION AT HICKORY VALLEY, CONTINUE SOUTH
 FE2489'0.8 MILE ON ROUTE 18, TURN RIGHT ONTO DIRT ROAD, GO 0.2 MILE AND
 FE2489'TURN SHARPLY TO RIGHT THROUGH WIRE GATE, GO ABOUT 75 FEET AND TURN
 FE2489'LEFT THROUGH BARNYARD, GO THROUGH GATE AT WEST SIDE OF BARNYARD,
 FE2489'AND CONTINUE 0.15 MILE TO CULTIVATED FIELD AND STATION SITE.
 FE2489'STATION IS IN OPEN FIELD, ON SMALL HILL, ABOUT 100 METERS (328 FEET)
 FE2489'WEST OF HIGHEST GROUND IN VICINITY, ABOUT 170 FEET SOUTH OF WOODS,
 FE2489'AND 114 FEET NORTH-NORTHWEST OF CENTER LINE OF FARM ROAD.  SURFACE
 FE2489'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2489'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FE2489'CONCRETE.  NO. 1 IS IN FENCE LINE, AT EDGE OF
 FE2489'UNCULTIVATED FIELD, 11 FEET SOUTH-SOUTHEAST OF CENTER LINE OF FARM
 FE2489'ROAD, ON EAST SIDE OF HIGHEST POINT OF ROAD LEADING SOUTH, ABOUT 80
 FE2489'METERS (262 FEET) SOUTH OF TURN, AND 124.70 FEET FROM STATION
 FE2489'S 60 DEG 03 MIN E.  NO. 2 IS AT EDGE OF WOODS, 1 FOOT NORTH OF
 FE2489'FENCE AND PROPERTY LINE, ABOUT 60 METERS (197 FEET) WEST OF GULLY,
 FE2489'NEAR SOUTHWEST CORNER OF MANAGERS YARD, AND 170.59 FEET FROM STATION.
 FE2489'AZIMUTH MARK, ESTABLISHED IN 1934, IS
 FE2489'STANDARD REFERENCE DISK IN CONCRETE, IN CLEARED AREA, 10
 FE2489'FEET WEST OF CENTER LINE OF FARM ROAD, 27 FEET SOUTHWEST OF TWIN
 FE2489'OAK TREE, AND ABOUT 250 YARDS FROM STATION.
 FE2489'H.B. DURYEA TRACT, STEEL WATER TANK, IS 852.0 METERS
 FE2489'(2,795 FEET) FROM STATION N 36 DEG 43 MIN E.
 FE2489
 FE2489                          STATION RECOVERY (1958)
 FE2489
 FE2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2489'THE STATION AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED.  AT THIS
 FE2489'TIME REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 FE2489'DISTANCE OF .19 OF A FOOT SHORTER WAS FOUND IN THE MEASUREMENT TO
 FE2489'REFERENCE MARK 2 AND ALSO A DIFFERENCE OF 7 MINUTES WAS FOUND IN THE
 FE2489'DIRECTION.  THE TO REACH TO THE STATION AND THE DESCRIPTION ARE
 FE2489'ADEQUATE WITH THE EXCEPTION OF THE STATION IS NOW 42 FEET
 FE2489'WEST OF A FENCE AND A WHITE WITNESS POST.  THE PROPERTY IS NOW OWNED
 FE2489'BY MR. E.L. SCHULTZ.
 FE2489'
 FE2489'A NEW DESCRIPTION FOR REFERENCE MARK 3 AND THE AZIMUTH MARK FOLLOWS.
 FE2489'
 FE2489'REFERENCE MARK 3 IS 72 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 FE2489'FOOT WEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2489'STAMPED HICKORY NO 3 1914 1934.
 FE2489'
 FE2489'THE AZIMUTH MARK IS 21 FEET EAST OF A POWER LINE POLE, 9 FEET
 FE2489'SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT NORTH OF A
 FE2489'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2489'HICKORY 1914 RESET 1958.
 FE2489'
 FE2489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS THE
 FE2489'FIELD FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FE2489'
 FE2489'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0220 ***********************************************************************
 FC0220  DESIGNATION -  HICKORY AZ MK
 FC0220  PID         -  FC0220
 FC0220  STATE/COUNTY-  TN/KNOX
 FC0220  USGS QUAD   -  LOVELL (1990)
 FC0220
 FC0220                         *CURRENT SURVEY CONTROL
 FC0220  ___________________________________________________________________
 FC0220* NAD 83(1986)-  35 53 19.     (N)    084 12 47.     (W)     SCALED    
 FC0220* NAVD 88     -       332.720  (meters)    1091.60   (feet)  ADJUSTED  
 FC0220  ___________________________________________________________________
 FC0220  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0220  DYNAMIC HT  -         332.407 (meters)    1090.57  (feet)  COMP
 FC0220  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FC0220
 FC0220  VERT ORDER  -  SECOND    CLASS 0
 FC0220
 FC0220.The horizontal coordinates were scaled from a topographic map and have
 FC0220.an estimated accuracy of +/- 6 seconds.
 FC0220
 FC0220.The orthometric height was determined by differential leveling
 FC0220.and adjusted by the National Geodetic Survey in June 1991..
 FC0220
 FC0220.The geoid height was determined by GEOID03.
 FC0220
 FC0220.The dynamic height is computed by dividing the NAVD 88
 FC0220.geopotential number by the normal gravity value computed on the
 FC0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0220.degrees latitude (g = 980.6199 gals.).
 FC0220
 FC0220.The modeled gravity was interpolated from observed gravity values.
 FC0220
 FC0220;                    North         East    Units  Estimated Accuracy
 FC0220;SPC TN       -   174,030.      761,330.      MT  (+/- 180 meters Scaled)
 FC0220
 FC0220                          SUPERSEDED SURVEY CONTROL
 FC0220
 FC0220  NGVD 29 (??/??/92)  332.837  (m)         1091.98   (f) ADJ UNCH    2 0
 FC0220
 FC0220.Superseded values are not recommended for survey control.
 FC0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0220.See file dsdata.txt to determine how the superseded data were derived.
 FC0220
 FC0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE515751(NAD 83)
 FC0220_MARKER: DZ = AZIMUTH MARK DISK
 FC0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0220_SP_SET: SIDEWALK
 FC0220_STAMPING: HICKORY 1960
 FC0220_MARK LOGO: CGS   
 FC0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0220
 FC0220  HISTORY     - Date     Condition        Report By
 FC0220  HISTORY     - 1960     MONUMENTED       CGS
 FC0220
 FC0220                          STATION DESCRIPTION
 FC0220
 FC0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0220'5.8 MI NE FROM EATON CROSSROADS.
 FC0220'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0220'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0220'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0220'2.75 MILES EAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS.  THE
 FC0220'AZIMUTH MARK IS 16 FT. SOUTH OF THE CENTER OF THE WEST BOUND
 FC0220'TRAFFIC LANES, 1.5 FT. NORTH OF THE SOUTH GUARD RAIL.  THE DISK
 FC0220'IS CEMENTED IN A DRILL HOLE AT THE WEST END OF THE OVERPASS IN
 FC0220'A CONCRETE WALK WAY AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0501 ***********************************************************************
 GC0501  DESIGNATION -  HICKORY AZ MK
 GC0501  PID         -  GC0501
 GC0501  STATE/COUNTY-  TN/DAVIDSON
 GC0501  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0501
 GC0501                         *CURRENT SURVEY CONTROL
 GC0501  ___________________________________________________________________
 GC0501* NAD 83(1995)-  36 15 55.13021(N)    086 44 10.70881(W)     ADJUSTED  
 GC0501* NAVD 88     -       206.628  (meters)     677.91   (feet)  ADJUSTED  
 GC0501  ___________________________________________________________________
 GC0501  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC0501  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0501  DYNAMIC HT  -         206.453 (meters)     677.34  (feet)  COMP
 GC0501  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0501
 GC0501  HORZ ORDER  -  SECOND
 GC0501  VERT ORDER  -  SECOND    CLASS 0
 GC0501
 GC0501.The horizontal coordinates were established by classical geodetic methods
 GC0501.and adjusted by the National Geodetic Survey in April 1999..
 GC0501
 GC0501.The orthometric height was determined by differential leveling
 GC0501.and adjusted by the National Geodetic Survey in June 1991..
 GC0501
 GC0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0501
 GC0501.The geoid height was determined by GEOID03.
 GC0501
 GC0501.The dynamic height is computed by dividing the NAVD 88
 GC0501.geopotential number by the normal gravity value computed on the
 GC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0501.degrees latitude (g = 980.6199 gals.).
 GC0501
 GC0501.The modeled gravity was interpolated from observed gravity values.
 GC0501
 GC0501;                    North         East     Units Scale Factor Converg.
 GC0501;SPC TN       -   214,602.862   533,837.008   MT  0.99997665   -0 25 51.8
 GC0501;SPC TN       -   704,076.22  1,751,430.25   sFT  0.99997665   -0 25 51.8
 GC0501;UTM  16      - 4,013,408.542   523,686.098   MT  0.99960691   +0 09 21.5
 GC0501
 GC0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0501!SPC TN       -   0.99997219  x   0.99997665  =   0.99994884
 GC0501!UTM  16      -   0.99997219  x   0.99960691  =   0.99957911
 GC0501
 GC0501:                Primary Azimuth Mark                     Grid Az
 GC0501:SPC TN       -  NASHVILLE RADIO STA WLAC MAST            289 18 18.0
 GC0501:UTM  16      -  NASHVILLE RADIO STA WLAC MAST            288 43 04.7
 GC0501
 GC0501|---------------------------------------------------------------------|
 GC0501| PID    Reference Object                     Distance      Geod. Az  |
 GC0501|                                                           dddmmss.s |
 GC0501| GC2344 NASHVILLE RADIO STA WLAC MAST       APPROX. 2.0 KM 2885226.2 |
 GC0501| GC0503 HICKORY                             471.778 METERS 3273133.0 |
 GC0501|---------------------------------------------------------------------|
 GC0501
 GC0501                          SUPERSEDED SURVEY CONTROL
 GC0501
 GC0501  NAD 83(1995)-  36 15 55.13184(N)    086 44 10.71069(W) AD(       ) 2
 GC0501  NAD 83(1995)-  36 15 55.13499(N)    086 44 10.71114(W) AD(       ) 2
 GC0501  NAD 83(1986)-  36 15 55.14032(N)    086 44 10.71179(W) AD(       ) 2
 GC0501  NAD 27      -  36 15 54.94900(N)    086 44 10.72220(W) AD(       ) 2
 GC0501  NGVD 29 (??/??/92)  206.668  (m)          678.04   (f) ADJ UNCH    2 0
 GC0501
 GC0501.Superseded values are not recommended for survey control.
 GC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0501.See file dsdata.txt to determine how the superseded data were derived.
 GC0501
 GC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2368613409(NAD 83)
 GC0501_MARKER: DZ = AZIMUTH MARK DISK
 GC0501_SETTING: 66 = SET IN ROCK OUTCROP
 GC0501_SP_SET: BEDROCK
 GC0501_STAMPING: HICKORY 1959
 GC0501_MARK LOGO: CGS   
 GC0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0501+STABILITY: POSITION/ELEVATION WELL
 GC0501
 GC0501  HISTORY     - Date     Condition        Report By
 GC0501  HISTORY     - 1959     MONUMENTED       CGS
 GC0501  HISTORY     - 1960     GOOD             NGS
 GC0501  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC0501
 GC0501                          STATION DESCRIPTION
 GC0501
 GC0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0501'TO REACH THE STATION FROM INTERSECTION OF U. S. HIGHWAYS 31 W, 41 AND
 GC0501'341 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTH ON U. S. HIGHWAYS
 GC0501'31 W AND 41 FOR 5.9 MILES TO OLD HICKORY BOULEVARD, TURN RIGHT AND GO
 GC0501'EAST ON OLD HICKORY BOULEVARD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 GC0501'THE LEFT AS DESCRIBED.
 GC0501'
 GC0501'AZIMUTH MARK IS 120 FEET EAST OF THE EAST SIDE OF A LARGE SILVER
 GC0501'WATER TANK, 30 FEET NORTH OF THE NORTHEAST CORNER OF A PIG PEN, 30
 GC0501'FEET NORTHEAST OF A FENCE CORNER AND 16 FEET EAST OF A WIRE FENCE AND
 GC0501'WITNESS SIGN.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GC0501'DRILLHOLE IN UNDERGROUND BEDROCK, SET ABOUT 6 INCHES BELOW THE
 GC0501'SURFACE OF THE GROUND AND IS STAMPED HICKORY 1959.
 GC0501
 GC0501                          STATION RECOVERY (1960)
 GC0501
 GC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0501'4.3 MI N FROM NASHVILLE.
 GC0501'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0501'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0501'DICKERSON ROAD FOR 2.1 MILES TO DUE WEST AVENUE, THEN 1.5 MILES
 GC0501'EAST ON DUE WEST AVENUE, THEN 0.4 MILE NORTH ON GRAYCROFT AVENUE,
 GC0501'THEN 0.5 MILE WEST ON CHADWELL DRIVE, THEN 0.1 MILE NORTH ON PORT
 GC0501'DRIVE, THEN 0.6 MILE ON CHADWELL DRIVE, THEN 0.1 MILE NORTH ON
 GC0501'PORT DRIVE, THEN 0.6 MILE NORTH ON RHINE DRIVE, THEN 0.2 MILE
 GC0501'EAST ON OLD HICKORY BOULEVARD, THEN 0.1 MILE NORTH ON A GRAVELED
 GC0501'ROAD LEADING TO A LARGE SILVER WATER TANK.  THE MARK IS LOCATED
 GC0501'120 FT. EAST OF THE EAST SIDE OF THE LARGE SILVER WATER TANK, 30
 GC0501'FT. NORTH OF THE NORTHEAST CORNER OF A PIG PEN, 30 FT. NORTHEAST
 GC0501'OF A FENCE CORNER AND 16 FT. EAST OF A WIRE FENCE AND THE WITNESS
 GC0501'SIGN SET IN TOP OF A LARGE BEDROCK ABOUT 6 INCHES BELOW THE
 GC0501'SURFACE OF THE GROUND.  NOTE-- DUE TO CHANGES IN THE AREA WHERE
 GC0501'THE MARK WAS LOCATED, THERE IS CONSIDERABLE DEBRIS PILES IN THE
 GC0501'AREA AND IT IS THOUGHT THAT ONCE THIS DEBRIS IS REMOVED THE
 GC0501'MARK CAN BE FOUND.
 GC0501
 GC0501                          STATION RECOVERY (1967)
 GC0501
 GC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0221 ***********************************************************************
 FC0221  DESIGNATION -  HICKORY RM 1
 FC0221  PID         -  FC0221
 FC0221  STATE/COUNTY-  TN/KNOX
 FC0221  USGS QUAD   -  LOVELL (1990)
 FC0221
 FC0221                         *CURRENT SURVEY CONTROL
 FC0221  ___________________________________________________________________
 FC0221* NAD 83(1986)-  35 53 24.     (N)    084 12 36.     (W)     SCALED    
 FC0221* NAVD 88     -       355.480  (meters)    1166.27   (feet)  ADJUSTED  
 FC0221  ___________________________________________________________________
 FC0221  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0221  DYNAMIC HT  -         355.146 (meters)    1165.17  (feet)  COMP
 FC0221  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0221
 FC0221  VERT ORDER  -  SECOND    CLASS 0
 FC0221
 FC0221.The horizontal coordinates were scaled from a topographic map and have
 FC0221.an estimated accuracy of +/- 6 seconds.
 FC0221
 FC0221.The orthometric height was determined by differential leveling
 FC0221.and adjusted by the National Geodetic Survey in June 1991..
 FC0221
 FC0221.The geoid height was determined by GEOID03.
 FC0221
 FC0221.The dynamic height is computed by dividing the NAVD 88
 FC0221.geopotential number by the normal gravity value computed on the
 FC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0221.degrees latitude (g = 980.6199 gals.).
 FC0221
 FC0221.The modeled gravity was interpolated from observed gravity values.
 FC0221
 FC0221;                    North         East    Units  Estimated Accuracy
 FC0221;SPC TN       -   174,190.      761,600.      MT  (+/- 180 meters Scaled)
 FC0221
 FC0221                          SUPERSEDED SURVEY CONTROL
 FC0221
 FC0221  NGVD 29 (??/??/92)  355.598  (m)         1166.66   (f) ADJ UNCH    2 0
 FC0221
 FC0221.Superseded values are not recommended for survey control.
 FC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0221.See file dsdata.txt to determine how the superseded data were derived.
 FC0221
 FC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE518753(NAD 83)
 FC0221_MARKER: DR = REFERENCE MARK DISK
 FC0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0221_STAMPING: HICKORY NO 1 1960
 FC0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0221+STABILITY: SURFACE MOTION
 FC0221
 FC0221  HISTORY     - Date     Condition        Report By
 FC0221  HISTORY     - 1960     MONUMENTED       CGS
 FC0221
 FC0221                          STATION DESCRIPTION
 FC0221
 FC0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0221'6 MI NE FROM EATON CROSSROADS.
 FC0221'THIS MARK IS LOCATED AT THE HICKORY 1960 STATION SITE, 33 FT.
 FC0221'NORTH OF THE STATION MARK, 37 FT. NORTH OF THE HIGHWAY CUT BANK,
 FC0221'AND 1.5 FT. SOUTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN
 FC0221'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0504 ***********************************************************************
 GC0504  DESIGNATION -  HICKORY RM 1
 GC0504  PID         -  GC0504
 GC0504  STATE/COUNTY-  TN/DAVIDSON
 GC0504  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0504
 GC0504                         *CURRENT SURVEY CONTROL
 GC0504  ___________________________________________________________________
 GC0504* NAD 83(1986)-  36 16 07.     (N)    086 44 20.     (W)     SCALED    
 GC0504* NAVD 88     -       220.706  (meters)     724.10   (feet)  ADJUSTED  
 GC0504  ___________________________________________________________________
 GC0504  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0504  DYNAMIC HT  -         220.519 (meters)     723.49  (feet)  COMP
 GC0504  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0504
 GC0504  VERT ORDER  -  SECOND    CLASS 0
 GC0504
 GC0504.The horizontal coordinates were scaled from a topographic map and have
 GC0504.an estimated accuracy of +/- 6 seconds.
 GC0504
 GC0504.The orthometric height was determined by differential leveling
 GC0504.and adjusted by the National Geodetic Survey in June 1991..
 GC0504
 GC0504.The geoid height was determined by GEOID03.
 GC0504
 GC0504.The dynamic height is computed by dividing the NAVD 88
 GC0504.geopotential number by the normal gravity value computed on the
 GC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0504.degrees latitude (g = 980.6199 gals.).
 GC0504
 GC0504.The modeled gravity was interpolated from observed gravity values.
 GC0504
 GC0504;                    North         East    Units  Estimated Accuracy
 GC0504;SPC TN       -   214,970.      533,610.      MT  (+/- 180 meters Scaled)
 GC0504
 GC0504                          SUPERSEDED SURVEY CONTROL
 GC0504
 GC0504  NGVD 29 (??/??/92)  220.747  (m)          724.23   (f) ADJ UNCH    2 0
 GC0504
 GC0504.Superseded values are not recommended for survey control.
 GC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0504.See file dsdata.txt to determine how the superseded data were derived.
 GC0504
 GC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF234137(NAD 83)
 GC0504_MARKER: DR = REFERENCE MARK DISK
 GC0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0504_STAMPING: HICKORY NO 1 1959
 GC0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0504
 GC0504  HISTORY     - Date     Condition        Report By
 GC0504  HISTORY     - 1959     MONUMENTED       CGS
 GC0504  HISTORY     - 1960     GOOD             NGS
 GC0504  HISTORY     - 1967     GOOD             NGS
 GC0504
 GC0504                          STATION DESCRIPTION
 GC0504
 GC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0504'4.6 MI N FROM NASHVILLE.
 GC0504'THIS MARK IS LOCATED AT THE HICKORY 1959 STATION SITE, 34.8 FT.
 GC0504'SOUTH OF THE STATION MARK, BRAZED ON THE TOP OF A 2-INCH IRON
 GC0504'PIPE PROJECTING 2 INCHES.
 GC0504
 GC0504                          STATION RECOVERY (1967)
 GC0504
 GC0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0223 ***********************************************************************
 FC0223  DESIGNATION -  HICKORY RM 2
 FC0223  PID         -  FC0223
 FC0223  STATE/COUNTY-  TN/KNOX
 FC0223  USGS QUAD   -  LOVELL (1990)
 FC0223
 FC0223                         *CURRENT SURVEY CONTROL
 FC0223  ___________________________________________________________________
 FC0223* NAD 83(1986)-  35 53 24.     (N)    084 12 36.     (W)     SCALED    
 FC0223* NAVD 88     -       356.686  (meters)    1170.23   (feet)  ADJUSTED  
 FC0223  ___________________________________________________________________
 FC0223  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0223  DYNAMIC HT  -         356.350 (meters)    1169.12  (feet)  COMP
 FC0223  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0223
 FC0223  VERT ORDER  -  SECOND    CLASS 0
 FC0223
 FC0223.The horizontal coordinates were scaled from a topographic map and have
 FC0223.an estimated accuracy of +/- 6 seconds.
 FC0223
 FC0223.The orthometric height was determined by differential leveling
 FC0223.and adjusted by the National Geodetic Survey in June 1991..
 FC0223
 FC0223.The geoid height was determined by GEOID03.
 FC0223
 FC0223.The dynamic height is computed by dividing the NAVD 88
 FC0223.geopotential number by the normal gravity value computed on the
 FC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0223.degrees latitude (g = 980.6199 gals.).
 FC0223
 FC0223.The modeled gravity was interpolated from observed gravity values.
 FC0223
 FC0223;                    North         East    Units  Estimated Accuracy
 FC0223;SPC TN       -   174,190.      761,600.      MT  (+/- 180 meters Scaled)
 FC0223
 FC0223                          SUPERSEDED SURVEY CONTROL
 FC0223
 FC0223  NGVD 29 (??/??/92)  356.803  (m)         1170.61   (f) ADJ UNCH    2 0
 FC0223
 FC0223.Superseded values are not recommended for survey control.
 FC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0223.See file dsdata.txt to determine how the superseded data were derived.
 FC0223
 FC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE518753(NAD 83)
 FC0223_MARKER: DR = REFERENCE MARK DISK
 FC0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0223_STAMPING: HICKORY NO 2 1960
 FC0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0223+STABILITY: SURFACE MOTION
 FC0223
 FC0223  HISTORY     - Date     Condition        Report By
 FC0223  HISTORY     - 1960     MONUMENTED       CGS
 FC0223
 FC0223                          STATION DESCRIPTION
 FC0223
 FC0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0223'6 MI NE FROM EATON CROSSROADS.
 FC0223'THIS MARK IS LOCATED AT THE HICKORY 1960 STATION SITE, 34.7 FT.
 FC0223'NORTHEAST OF THE STATION MARK, 28 FT. SOUTH OF THE RIGHT-OF-WAY
 FC0223'FENCE, AND 3 FT. NORTH OF THE HIGHWAY CUT BANK.  THE DISK IS
 FC0223'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0502 ***********************************************************************
 GC0502  DESIGNATION -  HICKORY RM 2
 GC0502  PID         -  GC0502
 GC0502  STATE/COUNTY-  TN/DAVIDSON
 GC0502  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0502
 GC0502                         *CURRENT SURVEY CONTROL
 GC0502  ___________________________________________________________________
 GC0502* NAD 83(1986)-  36 16 07.     (N)    086 44 20.     (W)     SCALED    
 GC0502* NAVD 88     -       221.287  (meters)     726.01   (feet)  ADJUSTED  
 GC0502  ___________________________________________________________________
 GC0502  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0502  DYNAMIC HT  -         221.100 (meters)     725.39  (feet)  COMP
 GC0502  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0502
 GC0502  VERT ORDER  -  SECOND    CLASS 0
 GC0502
 GC0502.The horizontal coordinates were scaled from a topographic map and have
 GC0502.an estimated accuracy of +/- 6 seconds.
 GC0502
 GC0502.The orthometric height was determined by differential leveling
 GC0502.and adjusted by the National Geodetic Survey in June 1991..
 GC0502
 GC0502.The geoid height was determined by GEOID03.
 GC0502
 GC0502.The dynamic height is computed by dividing the NAVD 88
 GC0502.geopotential number by the normal gravity value computed on the
 GC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0502.degrees latitude (g = 980.6199 gals.).
 GC0502
 GC0502.The modeled gravity was interpolated from observed gravity values.
 GC0502
 GC0502;                    North         East    Units  Estimated Accuracy
 GC0502;SPC TN       -   214,970.      533,610.      MT  (+/- 180 meters Scaled)
 GC0502
 GC0502                          SUPERSEDED SURVEY CONTROL
 GC0502
 GC0502  NGVD 29 (??/??/92)  221.327  (m)          726.14   (f) ADJ UNCH    2 0
 GC0502
 GC0502.Superseded values are not recommended for survey control.
 GC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0502.See file dsdata.txt to determine how the superseded data were derived.
 GC0502
 GC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF234137(NAD 83)
 GC0502_MARKER: DR = REFERENCE MARK DISK
 GC0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0502_STAMPING: HICKORY NO 2 1959
 GC0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0502
 GC0502  HISTORY     - Date     Condition        Report By
 GC0502  HISTORY     - 1959     MONUMENTED       CGS
 GC0502  HISTORY     - 1960     GOOD             NGS
 GC0502  HISTORY     - 1967     GOOD             NGS
 GC0502
 GC0502                          STATION DESCRIPTION
 GC0502
 GC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0502'4.6 MI N FROM NASHVILLE.
 GC0502'THIS MARK IS LOCATED AT THE HICKORY 1959 STATION SITE, 34.7 FT.
 GC0502'NORTH OF THE STATION MARK, BRAZED ON THE TOP OF A 2-INCH IRON
 GC0502'PIPE PROJECTING 2 INCHES.
 GC0502
 GC0502                          STATION RECOVERY (1967)
 GC0502
 GC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2477 ***********************************************************************
 FE2477  DESIGNATION -  HICKORY VALLEY LOT WT 10
 FE2477  PID         -  FE2477
 FE2477  STATE/COUNTY-  TN/HARDEMAN
 FE2477  USGS QUAD   -  MIDDLEBURG (1980)
 FE2477
 FE2477                         *CURRENT SURVEY CONTROL
 FE2477  ___________________________________________________________________
 FE2477* NAD 83(1995)-  35 10 33.60463(N)    089 06 33.43756(W)     ADJUSTED  
 FE2477* NAVD 88     -                                                        
 FE2477  ___________________________________________________________________
 FE2477  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FE2477  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2477
 FE2477  HORZ ORDER  -  THIRD
 FE2477
 FE2477.The horizontal coordinates were established by classical geodetic methods
 FE2477.and adjusted by the National Geodetic Survey in April 1999..
 FE2477
 FE2477
 FE2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2477
 FE2477.The geoid height was determined by GEOID03.
 FE2477
 FE2477;                    North         East     Units Scale Factor Converg.
 FE2477;SPC TN       -    97,993.600   316,811.589   MT  1.00001388   -1 49 13.1
 FE2477;SPC TN       -   321,500.67  1,039,406.02   sFT  1.00001388   -1 49 13.1
 FE2477;UTM  16      - 3,894,598.575   307,922.291   MT  1.00005470   -1 12 55.8
 FE2477
 FE2477                          SUPERSEDED SURVEY CONTROL
 FE2477
 FE2477  NAD 83(1995)-  35 10 33.60773(N)    089 06 33.43745(W) AD(       ) 4
 FE2477  NAD 83(1995)-  35 10 33.61189(N)    089 06 33.43875(W) AD(       ) 4
 FE2477  NAD 83(1986)-  35 10 33.61645(N)    089 06 33.43761(W) AD(       ) 4
 FE2477  NAD 27      -  35 10 33.31000(N)    089 06 33.20800(W) AD(       ) 3
 FE2477
 FE2477.Superseded values are not recommended for survey control.
 FE2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2477.See file dsdata.txt to determine how the superseded data were derived.
 FE2477
 FE2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0792294599(NAD 83)
 FE2477_MARKER: 57 = LOOKOUT TOWER
 FE2477
 FE2477  HISTORY     - Date     Condition        Report By
 FE2477  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2477  HISTORY     - 20040712 GOOD             USPSQD
 FE2477
 FE2477                          STATION DESCRIPTION
 FE2477
 FE2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2477'THE STATION IS THE CENTER OF THE TOP OF THE STATE FOREST LOOKOUT
 FE2477'TOWER LOCATED ABOUT 2-1/2 MILES NORTHEAST OF HICKORY VALLEY AND
 FE2477'ABOUT 7-3/4 MILES SOUTHWEST OF BOLIVAR. IT IS A FOUR LEGGED STEEL
 FE2477'TOWER WITH A GLASS ENCLOSED OBSERVATION PLATFORM AT THE TOP. THE
 FE2477'OVERALL HEIGHT IS ABOUT 90 FEET.
 FE2477'
 FE2477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2477'HIGHWAY 59 AT THE SOUTHWEST EDGE OF BOLIVAR, GO SOUTHWEST ON
 FE2477'STATE HIGHWAY 18 FOR 8.3 MILES TO THE TOWER ON THE LEFT.
 FE2477
 FE2477                          STATION RECOVERY (2004)
 FE2477
 FE2477'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2478 ***********************************************************************
 FE2478  DESIGNATION -  HICKORY VALLEY WEST RAD MAST
 FE2478  PID         -  FE2478
 FE2478  STATE/COUNTY-  TN/HARDEMAN
 FE2478  USGS QUAD   -  MIDDLEBURG (1980)
 FE2478
 FE2478                         *CURRENT SURVEY CONTROL
 FE2478  ___________________________________________________________________
 FE2478* NAD 83(1995)-  35 10 34.06036(N)    089 05 54.91488(W)     ADJUSTED  
 FE2478* NAVD 88     -                                                        
 FE2478  ___________________________________________________________________
 FE2478  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FE2478  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2478
 FE2478  HORZ ORDER  -  THIRD
 FE2478
 FE2478.The horizontal coordinates were established by classical geodetic methods
 FE2478.and adjusted by the National Geodetic Survey in April 1999..
 FE2478
 FE2478
 FE2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2478
 FE2478.The geoid height was determined by GEOID03.
 FE2478
 FE2478;                    North         East     Units Scale Factor Converg.
 FE2478;SPC TN       -    97,976.728   317,786.312   MT  1.00001386   -1 48 50.5
 FE2478;SPC TN       -   321,445.32  1,042,603.93   sFT  1.00001386   -1 48 50.5
 FE2478;UTM  16      - 3,894,591.990   308,897.175   MT  1.00005010   -1 12 33.6
 FE2478
 FE2478                          SUPERSEDED SURVEY CONTROL
 FE2478
 FE2478  NAD 83(1995)-  35 10 34.06346(N)    089 05 54.91467(W) AD(       ) 4
 FE2478  NAD 83(1995)-  35 10 34.06749(N)    089 05 54.91615(W) AD(       ) 4
 FE2478  NAD 83(1986)-  35 10 34.07222(N)    089 05 54.91489(W) AD(       ) 4
 FE2478  NAD 27      -  35 10 33.76100(N)    089 05 54.68800(W) AD(       ) 3
 FE2478
 FE2478.Superseded values are not recommended for survey control.
 FE2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2478.See file dsdata.txt to determine how the superseded data were derived.
 FE2478
 FE2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0889794592(NAD 83)
 FE2478_MARKER: 42 = RADIO/TV MAST
 FE2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2478+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2478
 FE2478  HISTORY     - Date     Condition        Report By
 FE2478  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2478  HISTORY     - 20040712 GOOD             USPSQD
 FE2478
 FE2478                          STATION DESCRIPTION
 FE2478
 FE2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2478'THE STATION IS THE CENTER OF THE TOP OF THE WEST ONE OF TWO MASTS,
 FE2478'OWNED BY THE MID VALLEY PIPELINE COMPANY. IT IS LOCATED ABOUT 2
 FE2478'1/2 MILES NORTHEAST OF HICKORY VALLEY AND ABOUT 7-3/4 MILES SOUTHWEST
 FE2478'OF BOLIVAR. THE MASTS ARE TWIN UNIFORM CROSS-SECTION STEEL
 FE2478'STRUCTURES PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE. THE HEIGHT
 FE2478'IS 205 FEET AND THERE ARE TWO LARGE SQUARE REFLECTORS ATTACHED AT
 FE2478'THE TOP.
 FE2478'
 FE2478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2478'HIGHWAY 59 AT THE SOUTHWEST EDGE OF BOLIVAR, GO SOUTHWEST ON
 FE2478'STATE HIGHWAY 59 FOR 8.3 MILES TO A SIDE ROAD LEFT, JUST AFTER
 FE2478'PASSING A LOOKOUT TOWER. TURN LEFT ON DIRT ROAD AND GO 0.25 MILE TO
 FE2478'A T-ROAD. TURN LEFT AND FOLLOW WINDING DIRT ROAD FOR 0.65 MILE TO THE
 FE2478'MASTS ON THE LEFT.
 FE2478
 FE2478                          STATION RECOVERY (2004)
 FE2478
 FE2478'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0621 ***********************************************************************
 FD0621  DESIGNATION -  HICKS
 FD0621  PID         -  FD0621
 FD0621  STATE/COUNTY-  TN/RUTHERFORD
 FD0621  USGS QUAD   -  WALTERHILL (1998)
 FD0621
 FD0621                         *CURRENT SURVEY CONTROL
 FD0621  ___________________________________________________________________
 FD0621* NAD 83(1995)-  35 53 24.14870(N)    086 28 56.11112(W)     ADJUSTED  
 FD0621* NAVD 88     -       180.898  (meters)     593.50   (feet)  ADJUSTED  
 FD0621  ___________________________________________________________________
 FD0621  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FD0621  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0621  DYNAMIC HT  -         180.741 (meters)     592.98  (feet)  COMP
 FD0621  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FD0621
 FD0621  HORZ ORDER  -  SECOND
 FD0621  VERT ORDER  -  SECOND    CLASS 0
 FD0621
 FD0621.The horizontal coordinates were established by classical geodetic methods
 FD0621.and adjusted by the National Geodetic Survey in April 1999..
 FD0621
 FD0621.The orthometric height was determined by differential leveling
 FD0621.and adjusted by the National Geodetic Survey in June 1991..
 FD0621
 FD0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0621
 FD0621.The geoid height was determined by GEOID03.
 FD0621
 FD0621.The dynamic height is computed by dividing the NAVD 88
 FD0621.geopotential number by the normal gravity value computed on the
 FD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0621.degrees latitude (g = 980.6199 gals.).
 FD0621
 FD0621.The modeled gravity was interpolated from observed gravity values.
 FD0621
 FD0621;                    North         East     Units Scale Factor Converg.
 FD0621;SPC TN       -   172,822.526   556,460.404   MT  0.99994888   -0 16 56.4
 FD0621;SPC TN       -   567,001.90  1,825,653.84   sFT  0.99994888   -0 16 56.4
 FD0621;UTM  16      - 3,971,876.310   546,728.191   MT  0.99962690   +0 18 12.7
 FD0621
 FD0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0621!SPC TN       -   0.99997612  x   0.99994888  =   0.99992500
 FD0621!UTM  16      -   0.99997612  x   0.99962690  =   0.99960302
 FD0621
 FD0621:                Primary Azimuth Mark                     Grid Az
 FD0621:SPC TN       -  HICKS AZ MK                              030 53 03.2
 FD0621:UTM  16      -  HICKS AZ MK                              030 17 54.1
 FD0621
 FD0621|---------------------------------------------------------------------|
 FD0621| PID    Reference Object                     Distance      Geod. Az  |
 FD0621|                                                           dddmmss.s |
 FD0621| CG6058 HICKS AZ MK                                        0303606.8 |
 FD0621| CG6059 HICKS RM 1                           24.145 METERS 09017     |
 FD0621| CG6060 HICKS RM 2                           22.213 METERS 27032     |
 FD0621|---------------------------------------------------------------------|
 FD0621
 FD0621                          SUPERSEDED SURVEY CONTROL
 FD0621
 FD0621  NAD 83(1995)-  35 53 24.15478(N)    086 28 56.11391(W) AD(       ) 2
 FD0621  NAD 83(1986)-  35 53 24.15985(N)    086 28 56.11204(W) AD(       ) 2
 FD0621  NAD 27      -  35 53 23.92650(N)    086 28 56.14150(W) AD(       ) 2
 FD0621  NGVD 29 (??/??/92)  180.912  (m)          593.54   (f) ADJ UNCH    2 0
 FD0621
 FD0621.Superseded values are not recommended for survey control.
 FD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0621.See file dsdata.txt to determine how the superseded data were derived.
 FD0621
 FD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4672871876(NAD 83)
 FD0621_MARKER: DS = TRIANGULATION STATION DISK
 FD0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0621_STAMPING: HICKS 1960
 FD0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0621+STABILITY: SURFACE MOTION
 FD0621
 FD0621  HISTORY     - Date     Condition        Report By
 FD0621  HISTORY     - 1960     MONUMENTED       CGS
 FD0621  HISTORY     - 1960     GOOD             CGS
 FD0621
 FD0621                          STATION DESCRIPTION
 FD0621
 FD0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0621'THE STATION IS ABOUT 6 MILES WEST OF MURFREESBORO AND ABOUT 6 MILES
 FD0621'SOUTH OF SMYRNA.
 FD0621'
 FD0621'TO REACH THE STATION FROM THE JUNCTION OF U S HWY 70S AND STATE HWY
 FD0621'102 IN SMYRNA, GO
 FD0621'SOUTHEAST ON U S HWY 70S FOR 4.8 MILES TO A SIDE ROAD ON
 FD0621'THE RIGHT, TURN RIGHT, SOUTH,
 FD0621'AND GO 2.25 MILES TO THE AZIMUTH MARK
 FD0621'ON THE RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO A
 FD0621'METAL GATE ON THE
 FD0621'RIGHT, TURN RIGHT, WEST, THROUGH GATE AND GO 0.1 MILE TO THE
 FD0621'STATION.
 FD0621'
 FD0621'THE STATION IS 3.0 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 FD0621'FENCE LINE.  IT IS A
 FD0621'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD0621'CONCRETE POST, FLUSH, AND STAMPED
 FD0621'HICKS 1960.
 FD0621'
 FD0621'REFERENCE MARK NO 1 IS 1 FOOT SOUTH OF A FENCE LINE.  IT IS A
 FD0621'STANDARD DISK SET IN A
 FD0621'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HICKS NO 1
 FD0621'1960.
 FD0621'
 FD0621'REFERENCE MARK NO 2 IS 1 FOOT SOUTH OF A FENCE LINE.  IT IS A
 FD0621'STANDARD DISK SET IN A
 FD0621'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HICKS NO 2
 FD0621'1960.
 FD0621'
 FD0621'AZIMUTH MARK IS 81 FEET EAST OF A POWER LINE POLE, 26 FEET NORTH OF
 FD0621'THE CENTER OF AN OILED
 FD0621'ROAD, 1.7 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF
 FD0621'A FENCE LINE.  IT IS A
 FD0621'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0621'POST, FLUSH, AND STAMPED HICKS 1960.
 FD0621'
 FD0621'HEIGHT OF LIGHT ABOVE STATION MARK 26.19 METERS.
 FD0621
 FD0621                          STATION RECOVERY (1960)
 FD0621
 FD0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0621'9.8 MI NW FROM MURFREESBORO.
 FD0621'FROM THE JUNCTION OF U.S. HIGHWAY 70S, 41 AND 231 IN EAST
 FD0621'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0621'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 1.25 MILES
 FD0621'WEST ON MANSON PIKE, THEN 1.0 MILE NORTH ON HICKS ROAD TO A
 FD0621'GATE, PASS THROUGH THE GATE AND GO 0.1 MILE WEST TO THE STATION.
 FD0621'THE STATION MARK IS 3.0 FT. EAST OF A WITNESS SIGN AND 1 FT.
 FD0621'SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0621'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2606 ***********************************************************************
 GB2606  DESIGNATION -  HICKS
 GB2606  PID         -  GB2606
 GB2606  STATE/COUNTY-  TN/MORGAN
 GB2606  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2606
 GB2606                         *CURRENT SURVEY CONTROL
 GB2606  ___________________________________________________________________
 GB2606* NAD 83(1995)-  36 10 16.78625(N)    084 39 06.01315(W)     ADJUSTED  
 GB2606* NAVD 88     -       447.4    (meters)    1468.     (feet)  VERTCON   
 GB2606  ___________________________________________________________________
 GB2606  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 GB2606  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB2606
 GB2606  HORZ ORDER  -  SECOND
 GB2606
 GB2606.The horizontal coordinates were established by classical geodetic methods
 GB2606.and adjusted by the National Geodetic Survey in April 1999..
 GB2606
 GB2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2606
 GB2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2606
 GB2606.The geoid height was determined by GEOID03.
 GB2606
 GB2606;                    North         East     Units Scale Factor Converg.
 GB2606;SPC TN       -   204,761.059   721,298.872   MT  0.99996567   +0 47 21.7
 GB2606;SPC TN       -   671,786.91  2,366,461.38   sFT  0.99996567   +0 47 21.7
 GB2606;UTM  16      - 4,005,507.080   711,208.717   MT  1.00014968   +1 23 11.4
 GB2606
 GB2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2606!SPC TN       -   0.99993436  x   0.99996567  =   0.99990003
 GB2606!UTM  16      -   0.99993436  x   1.00014968  =   1.00008403
 GB2606
 GB2606|---------------------------------------------------------------------|
 GB2606| PID    Reference Object                     Distance      Geod. Az  |
 GB2606|                                                           dddmmss.s |
 GB2606| DB9965 HICKS RM 1                            8.562 METERS 01157     |
 GB2606| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 1.5 KM 0155044.2 |
 GB2606| DB9966 HICKS RM 2                            8.670 METERS 11449     |
 GB2606| DB9964 HICKS AZ MK                                        3163659.7 |
 GB2606|---------------------------------------------------------------------|
 GB2606
 GB2606                          SUPERSEDED SURVEY CONTROL
 GB2606
 GB2606  NAD 83(1995)-  36 10 16.79093(N)    084 39 06.01416(W) AD(       ) 2
 GB2606  NAD 83(1995)-  36 10 16.79358(N)    084 39 06.01740(W) AD(       ) 2
 GB2606  NAD 83(1986)-  36 10 16.79711(N)    084 39 06.01390(W) AD(       ) 2
 GB2606  NAD 27      -  36 10 16.52535(N)    084 39 06.21190(W) AD(       ) 2
 GB2606  NGVD 29 (07/19/86)  447.5    (m)         1468.     (f) VERT ANG       
 GB2606
 GB2606.Superseded values are not recommended for survey control.
 GB2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2606.See file dsdata.txt to determine how the superseded data were derived.
 GB2606
 GB2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1120905507(NAD 83)
 GB2606_MARKER: DD = SURVEY DISK
 GB2606_SETTING: 0 = UNSPECIFIED SETTING
 GB2606
 GB2606  HISTORY     - Date     Condition        Report By
 GB2606  HISTORY     - 1965     MONUMENTED       TNHD
 GB2606
 GB2606                          STATION DESCRIPTION
 GB2606
 GB2606'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2606'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WARTBURG ON THE
 GB2606'PROPERTY OF MR. JOE HICKS.
 GB2606'
 GB2606'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO NORTHERLY
 GB2606'ON U.S. HIGHWAY 27 FOR 6.5 MILES TO THE STATION ON THE RIGHT, ABOUT
 GB2606'100 YARDS EAST OF THE HIGHWAY AND AT THE WEST EDGE OF A WOODS.
 GB2606'
 GB2606'THE STATION IS 9 FEET SOUTHWEST OF A 4-INCH, TWIN-TRUNKED, PINE TREE
 GB2606'AND 2.6 FEET SOUTHWEST OF A WITNESS POST AND SIGN.  THE MARKS ARE
 GB2606'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2606'HICKS 1965, BOTH MARKS ARE SUBSURFACE, ONE BEING ABOUT 40
 GB2606'INCHES BELOW THE SURFACE AND THE OTHER ABOUT 12 INCHES BELOW.
 GB2606'
 GB2606'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE WEST EDGE OF THE WOODS
 GB2606'AND 11 FEET NORTHWEST OF A 10 INCH OAK TREE. IT IS A STANDARD
 GB2606'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2606'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HICKS RM-1
 GB2606'1965.
 GB2606'
 GB2606'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE WEST EDGE OF THE WOODS
 GB2606'AND 10 FEET SOUTH OF A 4-INCH, TWIN-TRUNKED OAK TREE. IT IS A
 GB2606'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2606'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2606'HICKS RM-2 1965.
 GB2606'
 GB2606'THE AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2606'HIGHWAY 27 AND 2.5 FEET NORTH OF A WITNESS POST AND SIGN. IT IS A
 GB2606'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2606'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2606'HICKS AZI 1965.
 GB2606'
 GB2606'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GB2606'U.S. HIGHWAY 27 FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2606'
 GB2606'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2606'
 GB2606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0622 ***********************************************************************
 FD0622  DESIGNATION -  HICKS RM 1
 FD0622  PID         -  FD0622
 FD0622  STATE/COUNTY-  TN/RUTHERFORD
 FD0622  USGS QUAD   -  WALTERHILL (1998)
 FD0622
 FD0622                         *CURRENT SURVEY CONTROL
 FD0622  ___________________________________________________________________
 FD0622* NAD 83(1986)-  35 53 24.     (N)    086 28 56.     (W)     SCALED    
 FD0622* NAVD 88     -       180.038  (meters)     590.67   (feet)  ADJUSTED  
 FD0622  ___________________________________________________________________
 FD0622  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0622  DYNAMIC HT  -         179.882 (meters)     590.16  (feet)  COMP
 FD0622  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FD0622
 FD0622  VERT ORDER  -  SECOND    CLASS 0
 FD0622
 FD0622.The horizontal coordinates were scaled from a topographic map and have
 FD0622.an estimated accuracy of +/- 6 seconds.
 FD0622
 FD0622.The orthometric height was determined by differential leveling
 FD0622.and adjusted by the National Geodetic Survey in June 1991..
 FD0622
 FD0622.The geoid height was determined by GEOID03.
 FD0622
 FD0622.The dynamic height is computed by dividing the NAVD 88
 FD0622.geopotential number by the normal gravity value computed on the
 FD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0622.degrees latitude (g = 980.6199 gals.).
 FD0622
 FD0622.The modeled gravity was interpolated from observed gravity values.
 FD0622
 FD0622;                    North         East    Units  Estimated Accuracy
 FD0622;SPC TN       -   172,820.      556,460.      MT  (+/- 180 meters Scaled)
 FD0622
 FD0622                          SUPERSEDED SURVEY CONTROL
 FD0622
 FD0622  NGVD 29 (??/??/92)  180.052  (m)          590.72   (f) ADJ UNCH    2 0
 FD0622
 FD0622.Superseded values are not recommended for survey control.
 FD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0622.See file dsdata.txt to determine how the superseded data were derived.
 FD0622
 FD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE467718(NAD 83)
 FD0622_MARKER: DR = REFERENCE MARK DISK
 FD0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0622_STAMPING: HICKS NO 1 1960
 FD0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0622+STABILITY: SURFACE MOTION
 FD0622
 FD0622  HISTORY     - Date     Condition        Report By
 FD0622  HISTORY     - 1960     MONUMENTED       CGS
 FD0622
 FD0622                          STATION DESCRIPTION
 FD0622
 FD0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0622'9.8 MI NW FROM MURFREESBORO.
 FD0622'THIS MARK IS LOCATED AT THE HICKS 1960 STATION SITE, 79.2 FT.
 FD0622'EAST OF THE STATION MARK AND 1 FT. SOUTH OF A FENCE.  THE DISK
 FD0622'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 FD0622'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0620 ***********************************************************************
 FD0620  DESIGNATION -  HICKS RM 2
 FD0620  PID         -  FD0620
 FD0620  STATE/COUNTY-  TN/RUTHERFORD
 FD0620  USGS QUAD   -  WALTERHILL (1998)
 FD0620
 FD0620                         *CURRENT SURVEY CONTROL
 FD0620  ___________________________________________________________________
 FD0620* NAD 83(1986)-  35 53 24.     (N)    086 28 56.     (W)     SCALED    
 FD0620* NAVD 88     -       181.259  (meters)     594.68   (feet)  ADJUSTED  
 FD0620  ___________________________________________________________________
 FD0620  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0620  DYNAMIC HT  -         181.101 (meters)     594.16  (feet)  COMP
 FD0620  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FD0620
 FD0620  VERT ORDER  -  SECOND    CLASS 0
 FD0620
 FD0620.The horizontal coordinates were scaled from a topographic map and have
 FD0620.an estimated accuracy of +/- 6 seconds.
 FD0620
 FD0620.The orthometric height was determined by differential leveling
 FD0620.and adjusted by the National Geodetic Survey in June 1991..
 FD0620
 FD0620.The geoid height was determined by GEOID03.
 FD0620
 FD0620.The dynamic height is computed by dividing the NAVD 88
 FD0620.geopotential number by the normal gravity value computed on the
 FD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0620.degrees latitude (g = 980.6199 gals.).
 FD0620
 FD0620.The modeled gravity was interpolated from observed gravity values.
 FD0620
 FD0620;                    North         East    Units  Estimated Accuracy
 FD0620;SPC TN       -   172,820.      556,460.      MT  (+/- 180 meters Scaled)
 FD0620
 FD0620                          SUPERSEDED SURVEY CONTROL
 FD0620
 FD0620  NGVD 29 (??/??/92)  181.273  (m)          594.73   (f) ADJ UNCH    2 0
 FD0620
 FD0620.Superseded values are not recommended for survey control.
 FD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0620.See file dsdata.txt to determine how the superseded data were derived.
 FD0620
 FD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE467718(NAD 83)
 FD0620_MARKER: DR = REFERENCE MARK DISK
 FD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0620_STAMPING: HICKS NO 2 1960
 FD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0620+STABILITY: SURFACE MOTION
 FD0620
 FD0620  HISTORY     - Date     Condition        Report By
 FD0620  HISTORY     - 1960     MONUMENTED       CGS
 FD0620
 FD0620                          STATION DESCRIPTION
 FD0620
 FD0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0620'9.8 MI NW FROM MURFREESBORO.
 FD0620'THIS MARK IS LOCATED AT THE HICKS 1960 STATION SITE, 73 FT.
 FD0620'WEST OF THE STATION MARK AND 1 FT. SOUTH OF A FENCE.  THE DISK
 FD0620'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 FD0620'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1217 ***********************************************************************
 FE1217  DESIGNATION -  HIGH
 FE1217  PID         -  FE1217
 FE1217  STATE/COUNTY-  TN/SHELBY
 FE1217  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1217
 FE1217                         *CURRENT SURVEY CONTROL
 FE1217  ___________________________________________________________________
 FE1217* NAD 83(1995)-  35 08 49.47940(N)    089 56 41.81106(W)     ADJUSTED  
 FE1217* NAVD 88     -        87.269  (meters)     286.31   (feet)  ADJUSTED  
 FE1217  ___________________________________________________________________
 FE1217  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE1217  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1217  DYNAMIC HT  -          87.190 (meters)     286.06  (feet)  COMP
 FE1217  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1217
 FE1217  HORZ ORDER  -  SECOND
 FE1217  VERT ORDER  -  SECOND    CLASS 0
 FE1217
 FE1217.The horizontal coordinates were established by classical geodetic methods
 FE1217.and adjusted by the National Geodetic Survey in April 1999..
 FE1217
 FE1217.The orthometric height was determined by differential leveling
 FE1217.and adjusted by the National Geodetic Survey in June 1991..
 FE1217
 FE1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1217
 FE1217.The geoid height was determined by GEOID03.
 FE1217
 FE1217.The dynamic height is computed by dividing the NAVD 88
 FE1217.geopotential number by the normal gravity value computed on the
 FE1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1217.degrees latitude (g = 980.6199 gals.).
 FE1217
 FE1217.The modeled gravity was interpolated from observed gravity values.
 FE1217
 FE1217;                    North         East     Units Scale Factor Converg.
 FE1217;SPC TN       -    97,530.101   240,608.777   MT  1.00001976   -2 18 34.3
 FE1217;SPC TN       -   319,980.01    789,397.30   sFT  1.00001976   -2 18 34.3
 FE1217;UTM  16      - 3,893,324.919   231,710.247   MT  1.00048719   -1 41 46.9
 FE1217;UTM  15      - 3,893,627.645   778,323.674   MT  1.00055480   +1 45 35.5
 FE1217
 FE1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1217!SPC TN       -   0.99999059  x   1.00001976  =   1.00001035
 FE1217!UTM  16      -   0.99999059  x   1.00048719  =   1.00047778
 FE1217!UTM  15      -   0.99999059  x   1.00055480  =   1.00054539
 FE1217
 FE1217:                Primary Azimuth Mark                     Grid Az
 FE1217:SPC TN       -  HIGH AZ MK                               019 52 20.0
 FE1217:UTM  16      -  HIGH AZ MK                               019 15 32.6
 FE1217:UTM  15      -  HIGH AZ MK                               015 48 10.2
 FE1217
 FE1217|---------------------------------------------------------------------|
 FE1217| PID    Reference Object                     Distance      Geod. Az  |
 FE1217|                                                           dddmmss.s |
 FE1217| FE1214 HIGH AZ MK                                         0173345.7 |
 FE1217| FE1213 HIGH RM 1                            24.054 METERS 03645     |
 FE1217| FE1216 HIGH RM 3                            27.982 METERS 12339     |
 FE1217| FE2575 LESTER                              APPROX. 1.8 KM 2731403.8 |
 FE1217| FE1215 HIGH RM 2                            32.254 METERS 29201     |
 FE1217|---------------------------------------------------------------------|
 FE1217
 FE1217                          SUPERSEDED SURVEY CONTROL
 FE1217
 FE1217  NAD 83(1995)-  35 08 49.48196(N)    089 56 41.81017(W) AD(       ) 2
 FE1217  NAD 83(1995)-  35 08 49.48479(N)    089 56 41.81073(W) AD(       ) 2
 FE1217  NAD 83(1986)-  35 08 49.48983(N)    089 56 41.81189(W) AD(       ) 2
 FE1217  NAD 27      -  35 08 49.16870(N)    089 56 41.49350(W) AD(       ) 2
 FE1217  NGVD 29 (??/??/??)   87.245  (m)          286.24   (f) ADJUSTED    2 0
 FE1217
 FE1217.Superseded values are not recommended for survey control.
 FE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1217.See file dsdata.txt to determine how the superseded data were derived.
 FE1217
 FE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3171093325(NAD 83)
 FE1217_MARKER: DE = TRAVERSE STATION DISK
 FE1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1217_STAMPING: HIGH 1959
 FE1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1217+STABILITY: SURFACE MOTION
 FE1217
 FE1217  HISTORY     - Date     Condition        Report By
 FE1217  HISTORY     - 1959     MONUMENTED       CGS
 FE1217  HISTORY     - 1968     GOOD             CGS
 FE1217  HISTORY     - 1968     GOOD             CGS
 FE1217  HISTORY     - 19950610 MARK NOT FOUND   TN1620
 FE1217
 FE1217                          STATION DESCRIPTION
 FE1217
 FE1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1217'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF THE DOWNTOWN SECTION
 FE1217'OF MEMPHIS, 4.0 MILES EAST OF THE MAIN SEARS, ROEBUCK AND CO.
 FE1217'STORE BUILDING, 0.15 MILE SOUTH OF THE INTERSECTION OF SUMMER AVE.
 FE1217'(U.S. HIGHWAY 70) AND N. HIGHLAND ST., AND IN THE SOUTHWEST ANGLE
 FE1217'OF THE INTERSECTION OF GALLAWAY AND N. HIGHLAND STREETS.
 FE1217'
 FE1217'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED HIGH 1959,
 FE1217'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FE1217'FLUSH WITH THE GROUND.  IT IS 108 FEET WEST OF THE CENTER OF N.
 FE1217'HIGHLAND STREET, AND 35 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE1217'HELLINIC ANNUNCIATION GREEK ORTHODOX CHURCH.
 FE1217'
 FE1217'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FE1217'STAMPED HIGH 1959 AND IS SET ABOUT 30 INCHES BELOW THE SURFACE OF
 FE1217'THE GROUND.
 FE1217'
 FE1217'REFERENCE MARK 1, A STANDARD DISK STAMPED HIGH NO 1 1959, IS SET IN A
 FE1217'DRILL HOLE IN A CONCRETE WALK.  IT IS 63 FEET WEST OF THE CENTER OF
 FE1217'N. HIGHLAND STREET, 45 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FE1217'CHURCH, AND IS ABOUT 1 FOOT SOUTH OF THE NORTH EDGE OF THE WALK.
 FE1217'
 FE1217'REFERENCE MARK 2, A STANDARD DISK STAMPED HIGH NO 2 1959, IS SET IN A
 FE1217'DRILL HOLE IN THE CONCRETE APRON AT THE SOUTH DOOR OF THE
 FE1217'CHURCH.  IT IS 4 FEET SOUTH OF THE SOUTH DOOR OF THE CHURCH.
 FE1217'
 FE1217'THE AZIMUTH MARK, A STANDARD DISK STAMPED HIGH 1959, IS SET IN A
 FE1217'DRILL HOLE IN AN EAST-WEST CONCRETE WALK.  IT IS 36 FEET EAST OF
 FE1217'THE CENTER OF N. HIGHLAND STREET, 15 FEET NORTH OF THE CENTER OF
 FE1217'FORREST AVE., 6 FEET EAST OF THE SIDEWALK INTERSECTION, AND 1 FOOT
 FE1217'NORTH OF THE SOUTH EDGE OF THE WALK.
 FE1217'
 FE1217'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG N. HIGHLAND
 FE1217'STREET FOR ABOUT 0.1 MILE TO THE INTERSECTION OF N. HIGHLAND STREET
 FE1217'AND FORREST AVE. AND THE MARK AS DESCRIBED.
 FE1217'
 FE1217'HEIGHT OF LIGHT ABOVE STATION MARK 30.32 METERS.
 FE1217
 FE1217                          STATION RECOVERY (1968)
 FE1217
 FE1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE1217'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT
 FE1217'GOOD CONDITION.  THE STATION MARK WILL NOW BE QUITE CLOSE TO THE
 FE1217'EAST WALL OF A NEW WING BEING BUILT ONTO THE HELLENIC ORTHODOX
 FE1217'CHURCH, BUT WAS UNDISTURBED BY THE CONSTRUCTION WORK WHEN THE
 FE1217'CONCRETE FOOTINGS FOR THE NEW STRUCTURE WERE POURED.  IT WAS THE
 FE1217'DESIRE OF THE REVEREND NICHOLAS L. VIERON THAT THE MARK REMAIN
 FE1217'IN ITS ORIGINAL POSITION, RATHER THAN MOVE IT, AS HE FEARED
 FE1217'SOME FUTURE CONSTRUCTION WOULD AGAIN PLACE THE MOVED MARK IN
 FE1217'DANGER.
 FE1217'
 FE1217'A DISCREPANCY OF 0.08 OF A FOOT IN MEASUREMENT, 00 DEG 01 MIN 24
 FE1217'SEC IN ANGLE AND + 0.023 OF A FOOT IN ELEVATION WAS NOTED FOR
 FE1217'REFERENCE MARK NO. 1.  A DISCREPANCY OF 0.16 OF A FOOT IN
 FE1217'MEASUREMENT, 00 DEG 00 MIN 20.9 SEC IN ANGLE AND - 0.100 OF A FOOT
 FE1217'IN ELEVATION WAS NOTED FOR REFERENCE MARK NO. 2.  FROM ALL
 FE1217'VISIBLE EVIDENCE IT IS ASSUMED THAT THE STATION MARK WAS IN NO
 FE1217'WAY DISTURBED, BUT THAT BOTH REFERENCE MARKS COULD HAVE
 FE1217'MOVED AS THEY ARE SET IN DRILL HOLES IN A CONCRETE WALK AND
 FE1217'A SMALL CONCRETE ENTRANCE SLAB THAT SHOWS VISIBLE EVIDENCE OF
 FE1217'HAVING SETTLED AND SEPARATING FROM THE DOORWAY.
 FE1217'
 FE1217'AS THE ORIGINAL REFERENCE MARK NO. 2 WILL BE OBSTRUCTED FROM THE
 FE1217'STATION BY THE NEW ADDITION, A NEW REFERENCE MARK NO. 3 WAS
 FE1217'ESTABLISHED AND ELEVATIONS TRANSFERRED TO IT WERE CORRECTED THROUGH
 FE1217'THE STATION MARK, WHICH IS BELIEVED TO BE THE MOST NEARLY CORRECT
 FE1217'AS A BENCH MARK.
 FE1217'
 FE1217'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1217'
 FE1217'THE STATION IS LOCATED ON THE GROUNDS OF THE HELLENIC ORTHODOX
 FE1217'CHURCH IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH HIGHLAND
 FE1217'STREET AND GALLOWAY AVENUE, ABOUT 6 MILES EAST-NORTHEAST OF
 FE1217'DOWNTOWN MEMPHIS.
 FE1217'
 FE1217'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U. S.
 FE1217'HIGHWAY 70) AND NORTH HIGHLAND STREET IN NORTHEAST MEMPHIS, GO
 FE1217'SOUTH ON NORTH HIGHLAND STREET FOR 0.05 OF A MILE TO FORREST AVENUE
 FE1217'AND THE AZIMUTH MARK ON THE LEFT IN THE NORTHEAST ANGLE AS
 FE1217'DESCRIBED.  CONTINUE SOUTH ON NORTH HIGHLAND STREET FOR 0.1 MILE
 FE1217'TO THE HELLENIC ORTHODOX CHURCH ON THE RIGHT AND THE STATION AS
 FE1217'DESCRIBED.
 FE1217'
 FE1217'THE STATION IS 108 FEET WEST OF THE APPROXIMATE CENTER OF NORTH
 FE1217'HIGHLAND STREET, 61 FEET SOUTH OF THE CENTER OF THE SOUTHEAST
 FE1217'ENTRANCE INTO THE CHURCH, 55.5 FEET WEST-SOUTHWEST OF A LARGE
 FE1217'FORKED TRUNKED OAK TREE, 40 FEET NORTH OF THE SOUTHEAST CORNER
 FE1217'OF THE SOUTH WING OF THE CHURCH, AND 1.4 FEET EAST OF THE EAST
 FE1217'WALL OF THE SOUTHEAST WING.  IT IS A STANDARD DISK SET IN THE
 FE1217'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FE1217'2 INCHES AND THE DISK IS STAMPED HIGH 1959.
 FE1217'
 FE1217'REFERENCE MARK NO. 1 IS 63 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1217'NORTH HIGHLAND STREET, 54 FEET NORTH-NORTHWEST OF THE SOUTHEAST
 FE1217'CORNER OF THE MAIN CHURCH BUILDING, 30 FEET NORTH OF A LARGE
 FE1217'FORKED TRUNKED OAK TREE, AND 1.3 FEET SOUTH OF THE NORTH EDGE OF
 FE1217'THE SIDEWALK LEADING TO THE SOUTHEAST ENTRANCE INTO THE CHURCH.
 FE1217'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK
 FE1217'LEADING TO THE CHURCH ENTRANCE AND THE DISK IS STAMPED HIGH NO
 FE1217'1 1959.
 FE1217'
 FE1217'REFERENCE MARK NO. 2 IS 58 FEET WEST OF THE WEST WALL OF THE
 FE1217'SOUTHEAST WING, 34 FEET EAST OF THE SOUTHWEST CORNER OF THE MAIN
 FE1217'CHURCH BUILDING AND 3.1 FEET SOUTH OF THE EAST EDGE OF A SMALL
 FE1217'DOOR IN THE SOUTH WALL OF THE MAIN BUILDING.  IT IS A STANDARD
 FE1217'DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST CORNER OF A
 FE1217'SMALL, CONCRETE, ENTRANCE SLAB AND THE DISK IS STAMPED HIGH
 FE1217'NO 2 1959.
 FE1217'
 FE1217'REFERENCE MARK NO. 3 IS 79 FEET EAST OF THE SOUTHEAST CORNER
 FE1217'OF THE SOUTHEAST WING, 31 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1217'NORTH HIGHLAND STREET, 8.5 FEET SOUTH OF A POWERLINE POLE WITH A
 FE1217'LARGE ROD TYPE BREAKER SWITCH ATTACHED, AND 5 FEET EAST OF THE
 FE1217'EAST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF NORTH HIGHLAND
 FE1217'STREET.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 FE1217'OF THE CONCRETE CURB ALONG THE WEST EDGE OF NORTH HIGHLAND
 FE1217'STREET AND THE DISK IS STAMPED HIGH 1959 NO 3 1968.
 FE1217'
 FE1217'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1217'REFERENCE MARK NO. 3 IS 117.73 FEET - (35.884) METERS.
 FE1217'
 FE1217'THE AZIMUTH MARK IS 42 FEET EAST OF THE APPROXIMATE CENTER OF NORTH
 FE1217'HIGHLAND STREET, 35 FEET NORTH-NORTHWEST AND ACROSS FORREST AVENUE
 FE1217'FROM A FIRE HYDRANT, 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1217'FORREST AVENUE, 2.6 FEET NORTHEAST OF A CONCRETE STREET MARKER
 FE1217'POST, AND 1.2 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG
 FE1217'THE SOUTH SIDE OF FORREST AVENUE.  IT IS A STANDARD DISK
 FE1217'CEMENTED IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED
 FE1217'HIGH 1959.
 FE1217'
 FE1217'DUE TO THE LOCATION OF ALL MARKS AT THIS STATION, NO WITNESS POST
 FE1217'WERE SET.
 FE1217'
 FE1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 FE1217'SECTION OF MEMPHIS.
 FE1217
 FE1217                          STATION RECOVERY (1968)
 FE1217
 FE1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FE1217'IN MEMPHIS.
 FE1217'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE GROUNDS
 FE1217'OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE OF THE
 FE1217'INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE, ABOUT
 FE1217'6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A MILE
 FE1217'SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70) AND
 FE1217'NORTH HIGHLAND STREET.  IT IS 108 FEET WEST OF THE APPROXIMATE
 FE1217'CENTER OF NORTH HIGHLAND STREET, 91.80 FEET NORTHWEST OF REFERENCE
 FE1217'MARK NO. 3, 78.91 FEET SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1,
 FE1217'61 FEET SOUTH OF THE CENTER OF THE SOUTHEAST ENTRANCE INTO THE
 FE1217'CHURCH, 55.5 FEET WEST-SOUTHWEST OF A LARGE, FORKED TRUNKED OAK
 FE1217'TREE, 40 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTH WING
 FE1217'OF THE CHURCH, AND 1.4 FEET EAST OF THE EAST WALL OF THE SOUTHEAST
 FE1217'WING.  IT IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF
 FE1217'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 FE1217'AND THE DISK IS STAMPED HIGH 1959.
 FE1217
 FE1217                          STATION RECOVERY (1995)
 FE1217
 FE1217'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2489 ***********************************************************************
 GB2489  DESIGNATION -  HIGH
 GB2489  PID         -  GB2489
 GB2489  STATE/COUNTY-  TN/CAMPBELL
 GB2489  USGS QUAD   -  JELLICO EAST (1982)
 GB2489
 GB2489                         *CURRENT SURVEY CONTROL
 GB2489  ___________________________________________________________________
 GB2489* NAD 83(1995)-  36 34 22.86869(N)    084 06 00.84502(W)     ADJUSTED  
 GB2489* NAVD 88     -       664.4    (meters)    2180.     (feet)  VERTCON   
 GB2489  ___________________________________________________________________
 GB2489  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GB2489  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB2489
 GB2489  HORZ ORDER  -  SECOND
 GB2489
 GB2489.The horizontal coordinates were established by classical geodetic methods
 GB2489.and adjusted by the National Geodetic Survey in April 1999..
 GB2489
 GB2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2489
 GB2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2489
 GB2489.The geoid height was determined by GEOID03.
 GB2489
 GB2489;                    North         East     Units Scale Factor Converg.
 GB2489;SPC TN       -   250,149.468   770,036.786   MT  1.00003147   +1 06 43.9
 GB2489;SPC TN       -   820,698.71  2,526,362.36   sFT  1.00003147   +1 06 43.9
 GB2489;SPC KY1Z     - 1,027,908.332 1,647,681.487   MT  1.00016112   +1 00 46.4
 GB2489;SPC KY1Z     - 3,372,395.92  5,405,768.35   sFT  1.00016112   +1 00 46.4
 GB2489;SPC KY S     -   527,888.299   647,662.750   MT  1.00003296   +1 00 01.9
 GB2489;SPC KY S     - 1,731,913.53  2,124,873.54   sFT  1.00003296   +1 00 01.9
 GB2489;UTM  16      - 4,051,422.037   759,477.597   MT  1.00042959   +1 43 43.6
 GB2489
 GB2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2489!SPC TN       -   0.99990045  x   1.00003147  =   0.99993191
 GB2489!SPC KY1Z     -   0.99990045  x   1.00016112  =   1.00006155
 GB2489!SPC KY S     -   0.99990045  x   1.00003296  =   0.99993340
 GB2489!UTM  16      -   0.99990045  x   1.00042959  =   1.00032999
 GB2489
 GB2489|---------------------------------------------------------------------|
 GB2489| PID    Reference Object                     Distance      Geod. Az  |
 GB2489|                                                           dddmmss.s |
 GB2489| DB9967 HIGH RM 1                            11.048 METERS 00229     |
 GB2489| DB9968 HIGH RM 2                            16.861 METERS 29522     |
 GB2489| GB0137 JELL                                APPROX. 1.5 KM 3044828.2 |
 GB2489|---------------------------------------------------------------------|
 GB2489
 GB2489                          SUPERSEDED SURVEY CONTROL
 GB2489
 GB2489  NAD 83(1995)-  36 34 22.86853(N)    084 06 00.84526(W) AD(       ) 2
 GB2489  NAD 83(1995)-  36 34 22.88003(N)    084 06 00.84751(W) AD(       ) 2
 GB2489  NAD 83(1986)-  36 34 22.88081(N)    084 06 00.84707(W) AD(       ) 2
 GB2489  NAD 27      -  36 34 22.57600(N)    084 06 01.08580(W) AD(       ) 2
 GB2489  NGVD 29 (07/19/86)  664.5    (m)         2180.     (f) VERT ANG       
 GB2489
 GB2489.Superseded values are not recommended for survey control.
 GB2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2489.See file dsdata.txt to determine how the superseded data were derived.
 GB2489
 GB2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5947851422(NAD 83)
 GB2489_MARKER: DS = TRIANGULATION STATION DISK
 GB2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2489
 GB2489  HISTORY     - Date     Condition        Report By
 GB2489  HISTORY     - 1961     MONUMENTED       CGS
 GB2489
 GB2489                          STATION DESCRIPTION
 GB2489
 GB2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2489'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE BUSINESS
 GB2489'DISTRICT IN JELLICO AND
 GB2489'ON THE SAME HIGH RIDGE AS STATION HIGHCLIFF 1950.
 GB2489'
 GB2489'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST, ON
 GB2489'MAIN STREET AND U.S.
 GB2489'HIGHWAY 25W FOR 0.15 MILE TO A TRAFFIC LIGHT.  TURN LEFT
 GB2489'AND FOLLOW U.S.  HIGHWAY 25W
 GB2489'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE
 GB2489'ROAD ON THE RIGHT AT THE CROUCHES CREEK BAPTIST
 GB2489'CHURCH.  TURN RIGHT
 GB2489'ON A HARD SURFACE ROAD AND GO 0.15 MILE TO A FORK.  KEEP LEFT AND
 GB2489'GO 0.15 MILE TO
 GB2489'THE INTERSTATE HIGHWAY NOW UNDER CONSTRUCTION.  PROCEED
 GB2489'ACROSS CONSTRUCTION 0.2 MILE TO
 GB2489'A GRAVELED ROAD, FOLLOW THE GRAVELED
 GB2489'ROAD KEEPING TO THE RIGHT FOR 50 YARDS, THEN TURN
 GB2489'SHARP LEFT UP THE
 GB2489'HILL AND FOLLOW THE TRACK ROAD FOR 1.35 MILES TO A SADDLE.  TURN
 GB2489'LEFT, FOLLOWING
 GB2489'ALONG THE RIDGE FOR 0.45 MILE TO THE HIGHEST POINT AT
 GB2489'4 POLES AND TELEVISION ANTENNAS
 GB2489'AND THE STATION AS DESCRIBED.  ( A
 GB2489'4-WHEEL DRIVE)
 GB2489'
 GB2489'THE STATION MARK IS A STANDARD DISK, STAMPED HIGH 1961, SET IN A
 GB2489'CONCRETE MONUMENT
 GB2489'WHICH IS FLUSH.  IT IS 11 FEET NORTHWEST OF THE CENTER OF A
 GB2489'TRACK ROAD, 7 FEET EAST OF
 GB2489'A 24-INCH TRIANGULAR BLAZED TREE, AND 2.9
 GB2489'FEET EAST OF A WITNESS SIGN.
 GB2489'
 GB2489'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HIGH NO 1 1961,
 GB2489'CEMENTED IN A DRILL HOLE IN
 GB2489'OUTCROPPING BEDROCK, FLUSH.  THE BEDROCK PROJECTS 3
 GB2489'FEET ON THE NORTH SIDE.  THE
 GB2489'MARK IS 36 FEET NORTHWEST OF THE CENTER
 GB2489'OF A TRACK ROAD, 15 FEET WEST OF THE WESTERN 1
 GB2489'OF 4 POLES, 11 FEET
 GB2489'SOUTH OF A 4-FOOT HIGH STUMP, AND ABOUT 1 FOOT LOWER THAN THE
 GB2489'STATION MARK.
 GB2489'
 GB2489'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HIGH NO 2 1961,
 GB2489'CEMENTED IN A DRILL HOLE IN
 GB2489'OUTCROPPING BEDROCK, FLUSH.  IT IS 17 FEET WEST OF A
 GB2489'24-INCH TRIANGULAR BLAZED TREE
 GB2489'AND ABOUT 5 FEET LOWER THAN THE
 GB2489'STATION MARK.
 GB2489'
 GB2489'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GB2489'STATION JELL WILL SERVE
 GB2489'AS THE AZIMUTH MARK.
 GB2489'
 GB2489'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1214 ***********************************************************************
 FE1214  DESIGNATION -  HIGH AZ MK
 FE1214  PID         -  FE1214
 FE1214  STATE/COUNTY-  TN/SHELBY
 FE1214  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1214
 FE1214                         *CURRENT SURVEY CONTROL
 FE1214  ___________________________________________________________________
 FE1214* NAD 83(1986)-  35 08 49.     (N)    089 56 41.     (W)     SCALED    
 FE1214* NAVD 88     -        85.442  (meters)     280.32   (feet)  ADJUSTED  
 FE1214  ___________________________________________________________________
 FE1214  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1214  DYNAMIC HT  -          85.365 (meters)     280.07  (feet)  COMP
 FE1214  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1214
 FE1214  VERT ORDER  -  SECOND    CLASS 0
 FE1214
 FE1214.The horizontal coordinates were scaled from a topographic map and have
 FE1214.an estimated accuracy of +/- 6 seconds.
 FE1214
 FE1214.The orthometric height was determined by differential leveling
 FE1214.and adjusted by the National Geodetic Survey in June 1991..
 FE1214
 FE1214.The geoid height was determined by GEOID03.
 FE1214
 FE1214.The dynamic height is computed by dividing the NAVD 88
 FE1214.geopotential number by the normal gravity value computed on the
 FE1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1214.degrees latitude (g = 980.6199 gals.).
 FE1214
 FE1214.The modeled gravity was interpolated from observed gravity values.
 FE1214
 FE1214;                    North         East    Units  Estimated Accuracy
 FE1214;SPC TN       -    97,520.      240,630.      MT  (+/- 180 meters Scaled)
 FE1214
 FE1214                          SUPERSEDED SURVEY CONTROL
 FE1214
 FE1214  NGVD 29 (??/??/??)   85.418  (m)          280.24   (f) ADJUSTED    2 0
 FE1214
 FE1214.Superseded values are not recommended for survey control.
 FE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1214.See file dsdata.txt to determine how the superseded data were derived.
 FE1214
 FE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD317933(NAD 83)
 FE1214_MARKER: DZ = AZIMUTH MARK DISK
 FE1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1214_SP_SET: SIDEWALK
 FE1214_STAMPING: HIGH 1959
 FE1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1214
 FE1214  HISTORY     - Date     Condition        Report By
 FE1214  HISTORY     - 1959     MONUMENTED       CGS
 FE1214  HISTORY     - 1968     GOOD             CGS
 FE1214  HISTORY     - 19950610 MARK NOT FOUND   TN1620
 FE1214
 FE1214                          STATION DESCRIPTION
 FE1214
 FE1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1214'IN MEMPHIS.
 FE1214'THIS MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 FE1214'OF NORTH HIGHLAND STREET AND FORREST AVENUE, ABOUT 6 MILES
 FE1214'EAST-NORTHEAST OF DOWNTOWN MEMPHIS, 0.1 OF A MILE NORTH ALONG
 FE1214'NORTH HIGHLAND STREET FROM THE HIGH 1959 TRAVERSE STATION SITE,
 FE1214'AND 0.05 OF A MILE SOUTH OF THE INTERSECTION OF SUMMER AVENUE
 FE1214'(U.S. HIGHWAY 70) AND NORTH HIGHLAND STREET.  IT IS 42 FEET
 FE1214'EAST OF THE APPROXIMATE CENTER OF NORTH HIGHLAND STREET, 35 FEET
 FE1214'NORTH-NORTHWEST AND ACROSS FORREST AVENUE FROM A FIRE HYDRANT,
 FE1214'19 FEET NORTH OF THE APPROXIMATE CENTER OF FORREST AVENUE, 2.6
 FE1214'FEET NORTHEAST OF A CONCRETE STREET MARKER POST, AND 1.2 FEET
 FE1214'NORTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF
 FE1214'FORREST AVENUE.  IT IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A
 FE1214'DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED HIGH 1959.
 FE1214
 FE1214                          STATION RECOVERY (1995)
 FE1214
 FE1214'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3566 ***********************************************************************
 GA3566  DESIGNATION -  HIGH KNOB
 GA3566  PID         -  GA3566
 GA3566  STATE/COUNTY-  TN/CAMPBELL
 GA3566  USGS QUAD   -  WELL SPRING (1980)
 GA3566
 GA3566                         *CURRENT SURVEY CONTROL
 GA3566  ___________________________________________________________________
 GA3566* NAD 83(1995)-  36 28 28.86955(N)    083 57 10.97741(W)     ADJUSTED  
 GA3566* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 GA3566  ___________________________________________________________________
 GA3566  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GA3566  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GA3566
 GA3566  HORZ ORDER  -  FIRST
 GA3566
 GA3566.The horizontal coordinates were established by classical geodetic methods
 GA3566.and adjusted by the National Geodetic Survey in April 1999..
 GA3566
 GA3566.The orthometric height was scaled from a topographic map.
 GA3566
 GA3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3566
 GA3566.The geoid height was determined by GEOID03.
 GA3566
 GA3566;                    North         East     Units Scale Factor Converg.
 GA3566;SPC TN       -   239,505.353   783,436.851   MT  1.00001080   +1 11 54.1
 GA3566;SPC TN       -   785,777.15  2,570,325.74   sFT  1.00001080   +1 11 54.1
 GA3566;SPC KY1Z     - 1,017,239.792 1,661,065.615   MT  1.00020111   +1 06 11.7
 GA3566;SPC KY1Z     - 3,337,394.22  5,449,679.44   sFT  1.00020111   +1 06 11.7
 GA3566;SPC KY S     -   517,218.193   661,042.650   MT  1.00005700   +1 05 23.2
 GA3566;SPC KY S     - 1,696,906.69  2,168,770.76   sFT  1.00005700   +1 05 23.2
 GA3566;UTM  17      - 4,040,655.512   235,418.191   MT  1.00046257   -1 45 23.4
 GA3566;UTM  16      - 4,040,917.697   772,997.322   MT  1.00051833   +1 48 44.8
 GA3566
 GA3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3566!SPC TN       -   0.99986290  x   1.00001080  =   0.99987370
 GA3566!SPC KY1Z     -   0.99986290  x   1.00020111  =   1.00006398
 GA3566!SPC KY S     -   0.99986290  x   1.00005700  =   0.99991989
 GA3566!UTM  17      -   0.99986290  x   1.00046257  =   1.00032540
 GA3566!UTM  16      -   0.99986290  x   1.00051833  =   1.00038116
 GA3566
 GA3566|---------------------------------------------------------------------|
 GA3566| PID    Reference Object                     Distance      Geod. Az  |
 GA3566|                                                           dddmmss.s |
 GA3566| DB9969 HIGH KNOB RM 1                       30.044 METERS 01056     |
 GA3566| GA3567 MCLEAN RESET                        APPROX. 2.1 KM 0983504.6 |
 GA3566| DB9970 HIGH KNOB RM 2                        5.269 METERS 16402     |
 GA3566| DB9972 HIGH KNOB RM 4                        2.538 METERS 27312     |
 GA3566| DB9971 HIGH KNOB RM 3                        1.566 METERS 35733     |
 GA3566|---------------------------------------------------------------------|
 GA3566
 GA3566                          SUPERSEDED SURVEY CONTROL
 GA3566
 GA3566  NAD 83(1995)-  36 28 28.87076(N)    083 57 10.97947(W) AD(       ) 1
 GA3566  NAD 83(1995)-  36 28 28.87677(N)    083 57 10.97746(W) AD(       ) 1
 GA3566  NAD 83(1995)-  36 28 28.87727(N)    083 57 10.97748(W) AD(       ) 1
 GA3566  NAD 83(1986)-  36 28 28.88018(N)    083 57 10.97946(W) AD(       ) 1
 GA3566  NAD 27      -  36 28 28.59800(N)    083 57 11.26500(W) AD(       ) 1
 GA3566
 GA3566.Superseded values are not recommended for survey control.
 GA3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3566.See file dsdata.txt to determine how the superseded data were derived.
 GA3566
 GA3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3541840656(NAD 83)
 GA3566_MARKER: DS = TRIANGULATION STATION DISK
 GA3566_SETTING: 80 = SET IN A BOULDER
 GA3566_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GA3566
 GA3566  HISTORY     - Date     Condition        Report By
 GA3566  HISTORY     - 1935     MONUMENTED       CGS
 GA3566  HISTORY     - 1950     GOOD             CGS
 GA3566
 GA3566                          STATION DESCRIPTION
 GA3566
 GA3566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GA3566'STATION IS 10 MILES NE OF LAFOLLETTE ON A HEAVILY WOODED KNOB, WHICH
 GA3566'IS LOCALLY KNOWN
 GA3566'AS HIGH KNOB.
 GA3566'
 GA3566'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN A
 GA3566'DEPRESSION IN A
 GA3566'BURIED BOULDER FLUSH WITH GROUND, AND IS 42 FEET W OF
 GA3566'36-INCH CHESTNUT TREE.
 GA3566'
 GA3566'REFERENCE MARK NO. 1 IS N OF STATION ON BACKBONE OF RIDGE, AND IS A
 GA3566'STANDARD BRONZE
 GA3566'DISK SET IN ROCK OUTCROP ABOUT 2 FEET IN DIAMETER.
 GA3566'
 GA3566'REFERENCE MARK NO. 2 IS S OF STATION AND IS A STANDARD BRONZE DISK
 GA3566'SET IN W SIDE OF
 GA3566'18-INCH CHESTNUT TREE ABOUT 4 FEET ABOVE GROUND.
 GA3566'
 GA3566'AZIMUTH MARK (STATION MCLEAN) IS ABOUT 2 MILES E OF STATION ON ROCKY
 GA3566'CLIFF, LOCALLY
 GA3566'KNOWN AS MCLEANS ROCK.  IT IS 32 FEET NNW OF EDGE OF
 GA3566'CLIFF, SET IN BED ROCK, ABOUT 16
 GA3566'INCHES BELOW GROUND LEVEL.  TO REACH
 GA3566'FROM STATION GO E ON BACKBONE OF RIDGE FOR 2 MILES
 GA3566'TO MCLEANS ROCK
 GA3566'AND AZIMUTH.
 GA3566'
 GA3566'TO REACH FROM LAFOLLETTE, GO NE ON TENNESSEE ROUTE 63 FOR 10 MILES TO
 GA3566'T-ROAD, LEFT, AT
 GA3566'TWO STORES ON LEFT AND FRAME BUILDING ON RIGHT.
 GA3566'TURN LEFT, GOING BETWEEN STORES,
 GA3566'AND GO 2 MILES TO FARM HOUSE ON
 GA3566'RIGHT AND END OF TRUCK TRAVEL.  CONTINUE AHEAD ON
 GA3566'OLD WAGON ROAD FOR
 GA3566'75 YARDS TO DESERTED FARM HOUSE.  GO THROUGH GATE AND AROUND RIGHT
 GA3566'SIDE OF HOUSE FOR
 GA3566'50 YARDS TO RAIL FENCE, CROSS FENCE AND TAKE TRAIL
 GA3566'TO LEFT FOR ABOUT 2 MILES UP SIDE OF
 GA3566'MOUNTAIN TO 10-INCH BLAZED TREE.
 GA3566'TURN RIGHT AND GO ABOUT 0.3 MILE UP TO TOP OF RIDGE.
 GA3566'TURN RIGHT AND
 GA3566'FOLLOW UP RIDGE FOR ABOUT 0.4 MILE TO HIGHEST POINT ON RIDGE AND
 GA3566'STATION SITE.
 GA3566'
 GA3566'A 4-FOOT INSTRUMENT STAND IS REQUIRED.
 GA3566
 GA3566                          STATION RECOVERY (1950)
 GA3566
 GA3566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3566'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 WAS NOT
 GA3566'FOUND.  REFERENCE MARK
 GA3566'NO.  2 WAS RECOVERED, HOWEVER THE DISTANCE FAILED TO
 GA3566'CHECK.  TWO NEW REFERENCE MARKS,
 GA3566'REFERENCE MARK NO.  3 AND NO.  4
 GA3566'WERE ESTABLISHED BY THIS PARTY DUE TO REFERENCE
 GA3566'REFERENCE MARK NO.  1
 GA3566'BEING GONE AND REFERENCE MARK NO. 2 BEING IN THE SIDE OF A TREE
 GA3566'WHICH IS NOT MUCH
 GA3566'VALUE TO THE STATION.  A COMPLETE NEW DESCRIPTION
 GA3566'FOLLOWS.
 GA3566'
 GA3566'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LAFOLLETTE.  IT IS 57
 GA3566'FEET NORTH OF A 30 INCH
 GA3566'CHESTNUT TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 GA3566'AND 8 FEET WEST OF A WHITE
 GA3566'WITNESS POST.  THE MARK IS A BURIED
 GA3566'BOULDER AND THE DISK IS SET FLUSH IN CONCRETE
 GA3566'IN A DEPRESSION IN TOP
 GA3566'OF THE BOULDER AND IS STAMPED HIGH KNOB 1935.
 GA3566'
 GA3566'REFERENCE MARK NO. 2 IS 56.72 FEET SOUTH OF THE STATION.  THE DISK IS
 GA3566'SET IN THE WEST SIDE OF A
 GA3566'30 INCH CHESTNUT TREE ABOUT 4 FEET ABOVE THE
 GA3566'GROUND AND IS STAMPED HIGH KNOB 1935
 GA3566'(THE DISK IS A STANDARD
 GA3566'TRIANGULATION REFERENCE MARK DISK).
 GA3566'
 GA3566'REFERENCE MARK NO. 3 IS 16.85 FEET NORTH OF THE STATION.  THE MARK IS
 GA3566'A CAST IRON STANDARD PIPE
 GA3566'4 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GA3566'PROJECTS 4 INCHES WITH A
 GA3566'TRIANGULATION REFERENCE MARK DISK ATOP
 GA3566'STAMPED HIGH KNOB NO 3 1950.
 GA3566'
 GA3566'REFERENCE MARK NO. 4 IS 27.32 FEET WEST OF THE STATION.  THE MARK IS
 GA3566'A CAST IRON PIPE 4
 GA3566'INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 4
 GA3566'INCHES WITH A STANDARD
 GA3566'TRIANGULATION REFERENCE MARK DISK ATOP STAMPED
 GA3566'HIGH KNOB NO 4 1950.
 GA3566'
 GA3566'TRIANGULATION STATION MC LEAN CAN BE USED AS THE AZIMUTH MARK.
 GA3566'
 GA3566'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 25W
 GA3566'AND STATE HIGHWAY NO.  63
 GA3566'IN LAFOLLETTE, GO NORTHEAST ON STATE HIGHWAY NO.  63
 GA3566'FOR 10.3 MILES TO A GRAVEL T-ROAD
 GA3566'LEFT, TURN LEFT AND GO 0.8 MILE TO
 GA3566'WHERE ROAD FORKS, CONTINUE STRAIGHT AHEAD FOR 0.4
 GA3566'MILE TO WHERE ROAD
 GA3566'FORKS, TURN RIGHT AND GO 0.7 MILE TO TWO LARGE OAK TREES ON THE
 GA3566'RIGHT AND A OPEN
 GA3566'FIELD ON THE RIGHT.  THIS IS END OF TRUCK TRAVEL, HERE
 GA3566'PACK UP HILL SOUTHEAST
 GA3566'PASSING BETWEEN THE LARGE OAK TREES ACROSS
 GA3566'OPEN FIELD TO A PATH LEADING EAST
 GA3566'CONTINUE ON PATH FOR ABOUT 40
 GA3566'MINUTES TO A FENCE, CONTINUE ALONG FENCE FOR ABOUT 5
 GA3566'MINUTES TO AN
 GA3566'OLD ROAD BED, TURN LEFT ON OLD ROAD BED FOR ABOUT 100 YARDS TO WHERE
 GA3566'ROAD FORKS, TURN
 GA3566'SHARP LEFT UP HILL AND GO ABOUT 45 MINUTES TO WHERE
 GA3566'PATH STARTS DOWN STEEP GRADE, HERE
 GA3566'TURN RIGHT UP HILL AND FOLLOW
 GA3566'RIDGE FOR ABOUT 40 MINUTES TO THE HIGHEST POINT OF
 GA3566'HILL AND THE
 GA3566'STATION AS DESCRIBED.  (ABOUT 2 HOURS AND 10 MINUTE PACK) DISTANCE
 GA3566'AND DIRECTION TO
 GA3566'REFERENCE MARKS AND OBJECTS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1213 ***********************************************************************
 FE1213  DESIGNATION -  HIGH RM 1
 FE1213  PID         -  FE1213
 FE1213  STATE/COUNTY-  TN/SHELBY
 FE1213  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1213
 FE1213                         *CURRENT SURVEY CONTROL
 FE1213  ___________________________________________________________________
 FE1213* NAD 83(1986)-  35 08 49.     (N)    089 56 41.     (W)     SCALED    
 FE1213* NAVD 88     -        87.022  (meters)     285.50   (feet)  ADJUSTED  
 FE1213  ___________________________________________________________________
 FE1213  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1213  DYNAMIC HT  -          86.943 (meters)     285.25  (feet)  COMP
 FE1213  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1213
 FE1213  VERT ORDER  -  SECOND    CLASS 0
 FE1213
 FE1213.The horizontal coordinates were scaled from a topographic map and have
 FE1213.an estimated accuracy of +/- 6 seconds.
 FE1213
 FE1213.The orthometric height was determined by differential leveling
 FE1213.and adjusted by the National Geodetic Survey in June 1991..
 FE1213
 FE1213.The geoid height was determined by GEOID03.
 FE1213
 FE1213.The dynamic height is computed by dividing the NAVD 88
 FE1213.geopotential number by the normal gravity value computed on the
 FE1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1213.degrees latitude (g = 980.6199 gals.).
 FE1213
 FE1213.The modeled gravity was interpolated from observed gravity values.
 FE1213
 FE1213;                    North         East    Units  Estimated Accuracy
 FE1213;SPC TN       -    97,520.      240,630.      MT  (+/- 180 meters Scaled)
 FE1213
 FE1213                          SUPERSEDED SURVEY CONTROL
 FE1213
 FE1213  NGVD 29 (??/??/??)   86.998  (m)          285.43   (f) ADJUSTED    2 0
 FE1213
 FE1213.Superseded values are not recommended for survey control.
 FE1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1213.See file dsdata.txt to determine how the superseded data were derived.
 FE1213
 FE1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD317933(NAD 83)
 FE1213_MARKER: DR = REFERENCE MARK DISK
 FE1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1213_SP_SET: SIDEWALK
 FE1213_STAMPING: HIGH NO 1 1959
 FE1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1213
 FE1213  HISTORY     - Date     Condition        Report By
 FE1213  HISTORY     - 1959     MONUMENTED       CGS
 FE1213  HISTORY     - 1968     GOOD             CGS
 FE1213  HISTORY     - 19950610 GOOD             TN1620
 FE1213
 FE1213                          STATION DESCRIPTION
 FE1213
 FE1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1213'IN MEMPHIS.
 FE1213'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE GROUNDS
 FE1213'OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE OF THE
 FE1213'INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE, ABOUT
 FE1213'6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A MILE
 FE1213'SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70) AND
 FE1213'NORTH HIGHLAND STREET.  IT IS 116.27 FEET NORTH-NORTHWEST OF
 FE1213'REFERENCE MARK NO. 3, 78.91 FEET NORTH-NORTHEAST OF THE STATION
 FE1213'MARK, 63 FEET WEST OF THE APPROXIMATE CENTER OF NORTH HIGHLAND
 FE1213'STREET, 54 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE
 FE1213'MAIN CHURCH BUILDING, 30 FEET NORTH OF A LARGE, FORKED TRUNKED
 FE1213'OAK TREE, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK LEADING
 FE1213'TO THE SOUTHEAST ENTRANCE INTO THE CHURCH, AND ABOUT 0.8 OF A
 FE1213'FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 FE1213'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK
 FE1213'LEADING TO THE CHURCH ENTRANCE AND THE DISK IS STAMPED HIGH NO 1
 FE1213'1959.  NOTE-- THIS MARK SHOULD BE USED WITH CAUTION, AS THERE
 FE1213'IS SOME EVIDENCE OF MOVEMENT IN THE SIDEWALK IN WHICH THE DISK
 FE1213'IS CEMENTED.
 FE1213
 FE1213                          STATION RECOVERY (1995)
 FE1213
 FE1213'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1215 ***********************************************************************
 FE1215  DESIGNATION -  HIGH RM 2
 FE1215  PID         -  FE1215
 FE1215  STATE/COUNTY-  TN/SHELBY
 FE1215  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1215
 FE1215                         *CURRENT SURVEY CONTROL
 FE1215  ___________________________________________________________________
 FE1215* NAD 83(1986)-  35 08 48.     (N)    089 56 43.     (W)     SCALED    
 FE1215* NAVD 88     -        87.972  (meters)     288.62   (feet)  ADJUSTED  
 FE1215  ___________________________________________________________________
 FE1215  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1215  DYNAMIC HT  -          87.892 (meters)     288.36  (feet)  COMP
 FE1215  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1215
 FE1215  VERT ORDER  -  SECOND    CLASS 0
 FE1215
 FE1215.The horizontal coordinates were scaled from a topographic map and have
 FE1215.an estimated accuracy of +/- 6 seconds.
 FE1215
 FE1215.The orthometric height was determined by differential leveling
 FE1215.and adjusted by the National Geodetic Survey in June 1991..
 FE1215
 FE1215.The geoid height was determined by GEOID03.
 FE1215
 FE1215.The dynamic height is computed by dividing the NAVD 88
 FE1215.geopotential number by the normal gravity value computed on the
 FE1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1215.degrees latitude (g = 980.6199 gals.).
 FE1215
 FE1215.The modeled gravity was interpolated from observed gravity values.
 FE1215
 FE1215;                    North         East    Units  Estimated Accuracy
 FE1215;SPC TN       -    97,490.      240,580.      MT  (+/- 180 meters Scaled)
 FE1215
 FE1215                          SUPERSEDED SURVEY CONTROL
 FE1215
 FE1215  NGVD 29 (??/??/??)   87.948  (m)          288.54   (f) ADJUSTED    2 0
 FE1215
 FE1215.Superseded values are not recommended for survey control.
 FE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1215.See file dsdata.txt to determine how the superseded data were derived.
 FE1215
 FE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD316932(NAD 83)
 FE1215_MARKER: DR = REFERENCE MARK DISK
 FE1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1215_STAMPING: HIGH NO 2 1959
 FE1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1215+STABILITY: SURFACE MOTION
 FE1215
 FE1215  HISTORY     - Date     Condition        Report By
 FE1215  HISTORY     - 1959     MONUMENTED       CGS
 FE1215  HISTORY     - 1968     GOOD             CGS
 FE1215  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FE1215
 FE1215                          STATION DESCRIPTION
 FE1215
 FE1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1215'IN MEMPHIS.
 FE1215'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE
 FE1215'GROUNDS OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE
 FE1215'OF THE INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE,
 FE1215'ABOUT 6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A
 FE1215'MILE SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70)
 FE1215'AND NORTH HIGHLAND STREET.  IT IS 58 FEET WEST OF THE WEST WALL
 FE1215'OF THE SOUTHEAST WING, 34 FEET EAST OF THE SOUTHWEST CORNER OF
 FE1215'THE MAIN CHURCH BUILDING, 3.1 FEET SOUTH OF THE EAST EDGE OF A
 FE1215'SMALL DOOR IN THE SOUTH WALL OF THE MAIN BUILDING, AND ABOUT 2.5
 FE1215'FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD
 FE1215'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST
 FE1215'CORNER OF A SMALL, CONCRETE, ENTRANCE SLAB AND THE DISK IS
 FE1215'STAMPED HIGH NO 2 1959.  NOTE-- THIS MARK SHOULD BE USED WITH
 FE1215'CAUTION, AS THERE IS VISIBLE EVIDENCE THAT THE SLAB IN WHICH
 FE1215'THE DISK IS CEMENTED HAS SETTLED AND SEPARATED FROM THE DOORWAY.
 FE1215
 FE1215                          STATION RECOVERY (1995)
 FE1215
 FE1215'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1216 ***********************************************************************
 FE1216  DESIGNATION -  HIGH RM 3
 FE1216  PID         -  FE1216
 FE1216  STATE/COUNTY-  TN/SHELBY
 FE1216  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1216
 FE1216                         *CURRENT SURVEY CONTROL
 FE1216  ___________________________________________________________________
 FE1216* NAD 83(1986)-  35 08 48.     (N)    089 56 41.     (W)     SCALED    
 FE1216* NAVD 88     -        86.77   (+/-2cm)     284.7    (feet)  VERTCON   
 FE1216  ___________________________________________________________________
 FE1216  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1216
 FE1216  VERT ORDER  -  ? (See Below)
 FE1216
 FE1216.The horizontal coordinates were scaled from a topographic map and have
 FE1216.an estimated accuracy of +/- 6 seconds.
 FE1216
 FE1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1216.The vertical order pertains to the NGVD 29 superseded value.
 FE1216
 FE1216.The geoid height was determined by GEOID03.
 FE1216
 FE1216;                    North         East    Units  Estimated Accuracy
 FE1216;SPC TN       -    97,480.      240,630.      MT  (+/- 180 meters Scaled)
 FE1216
 FE1216                          SUPERSEDED SURVEY CONTROL
 FE1216
 FE1216  NGVD 29 (??/??/??)   86.750  (m)          284.61   (f) ADJUSTED    ?  
 FE1216
 FE1216.Superseded values are not recommended for survey control.
 FE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1216.See file dsdata.txt to determine how the superseded data were derived.
 FE1216
 FE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD317932(NAD 83)
 FE1216_MARKER: DR = REFERENCE MARK DISK
 FE1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1216_SP_SET: CURB
 FE1216_STAMPING: HIGH 1959 NO 3 1968
 FE1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1216
 FE1216  HISTORY     - Date     Condition        Report By
 FE1216  HISTORY     - 1968     MONUMENTED       CGS
 FE1216  HISTORY     - 19950611 GOOD             TN1620
 FE1216
 FE1216                          STATION DESCRIPTION
 FE1216
 FE1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1216'IN MEMPHIS.
 FE1216'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE
 FE1216'GROUNDS OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE
 FE1216'OF THE INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE,
 FE1216'ABOUT 6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A
 FE1216'MILE SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70)
 FE1216'AND NORTH HIGHLAND STREET.  IT IS 116.27 FEET SOUTH-SOUTHEAST
 FE1216'OF REFERENCE MARK NO. 1, 91.80 FEET SOUTHEAST OF THE STATION
 FE1216'MARK, 79 FEET EAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST WING,
 FE1216'31 FEET WEST OF THE APPROXIMATE CENTER OF NORTH HIGHLAND STREET,
 FE1216'8.5 FEET SOUTH OF A POWERLINE POLE WITH A LARGE ROD TYPE BREAKER
 FE1216'SWITCH ATTACHED, 5 FEET EAST OF THE EAST EDGE OF THE SIDEWALK
 FE1216'ALONG THE WEST SIDE OF NORTH HIGHLAND STREET, AND ABOUT 1.6 FEET
 FE1216'BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE
 FE1216'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 FE1216'CURB ALONG THE WEST EDGE OF NORTH HIGHLAND STREET AND THE DISK
 FE1216'IS STAMPED HIGH 1959 NO 3 1968.
 FE1216
 FE1216                          STATION RECOVERY (1995)
 FE1216
 FE1216'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3666 ***********************************************************************
 GA3666  DESIGNATION -  HIGH SPUR RESET
 GA3666  PID         -  GA3666
 GA3666  STATE/COUNTY-  TN/GREENE
 GA3666  USGS QUAD   -  MC CLOUD (1961)
 GA3666
 GA3666                         *CURRENT SURVEY CONTROL
 GA3666  ___________________________________________________________________
 GA3666* NAD 83(1995)-  36 18 27.42924(N)    082 58 16.52585(W)     ADJUSTED  
 GA3666* NAVD 88     -                                                        
 GA3666  ___________________________________________________________________
 GA3666  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GA3666  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3666
 GA3666  HORZ ORDER  -  SECOND
 GA3666
 GA3666.The horizontal coordinates were established by classical geodetic methods
 GA3666.and adjusted by the National Geodetic Survey in April 1999..
 GA3666
 GA3666
 GA3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3666
 GA3666.The geoid height was determined by GEOID03.
 GA3666
 GA3666;                    North         East     Units Scale Factor Converg.
 GA3666;SPC TN       -   223,256.950   871,969.939   MT  0.99998248   +1 46 23.3
 GA3666;SPC TN       -   732,468.84  2,860,788.04   sFT  0.99998248   +1 46 23.3
 GA3666;UTM  17      - 4,019,871.946   323,017.302   MT  0.99998594   -1 10 03.1
 GA3666
 GA3666|---------------------------------------------------------------------|
 GA3666| PID    Reference Object                     Distance      Geod. Az  |
 GA3666|                                                           dddmmss.s |
 GA3666| DB9994 HIGH SPUR RM 1                       15.109 METERS 00116     |
 GA3666| GA3409 AIRWAY BEACON                         9.910 METERS 02928     |
 GA3666| GA3401 GREENEVILLE MUNICIPAL TANK          APPROX.19.7 KM 1404138.6 |
 GA3666| DB9995 HIGH SPUR RM 2                       18.555 METERS 24721     |
 GA3666| DB9993 HIGH SPUR AZ MK                                    3000614.5 |
 GA3666|---------------------------------------------------------------------|
 GA3666
 GA3666                          SUPERSEDED SURVEY CONTROL
 GA3666
 GA3666  NAD 83(1995)-  36 18 27.43290(N)    082 58 16.52949(W) AD(       ) 2
 GA3666  NAD 83(1995)-  36 18 27.44173(N)    082 58 16.53400(W) AD(       ) 2
 GA3666  NAD 83(1995)-  36 18 27.43506(N)    082 58 16.52819(W) AD(       ) 2
 GA3666  NAD 83(1986)-  36 18 27.43797(N)    082 58 16.52872(W) AD(       ) 2
 GA3666  NAD 27      -  36 18 27.08660(N)    082 58 16.94783(W) AD(       ) 2
 GA3666
 GA3666.Superseded values are not recommended for survey control.
 GA3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3666.See file dsdata.txt to determine how the superseded data were derived.
 GA3666
 GA3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2301719872(NAD 83)
 GA3666_MARKER: DS = TRIANGULATION STATION DISK
 GA3666_SETTING: 66 = SET IN ROCK OUTCROP
 GA3666_SP_SET: SET IN ROCK OUTCROP
 GA3666_STAMPING: HIGH SPUR 1934 1961
 GA3666_MARK LOGO: CGS   
 GA3666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3666+STABILITY: POSITION/ELEVATION WELL
 GA3666
 GA3666  HISTORY     - Date     Condition        Report By
 GA3666  HISTORY     - 1961     MONUMENTED       CGS
 GA3666  HISTORY     - 1964     GOOD             TNHD
 GA3666
 GA3666                          STATION DESCRIPTION
 GA3666
 GA3666'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3666'REFERENCE MARKS NO. 1, NO. 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 GA3666'GOOD CONDITION.  THE
 GA3666'STATION DISK WAS MISSING.  A NEW DISK WAS SET IN THE
 GA3666'ORIGINAL DRILLED HOLE.  A
 GA3666'DIFFERENCE OF 0.03 FEET IN DISTANCE AND 11
 GA3666'MINUTES IN DIRECTION WAS MEASURED ON
 GA3666'REFERENCE MARK NO.  1, A
 GA3666'DIFFERENCE OF 0.02 FEET IN DISTANCE AND 4 MINUTES IN
 GA3666'DIRECTION WAS
 GA3666'MEASURED ON REFERENCE MARK NO.  2, AND 2 SECONDS IN DIRECTION ON THE
 GA3666'AZIMUTH MARK.  A
 GA3666'REVISED DESCRIPTION FOLLOWS-
 GA3666'
 GA3666'THE STATION IS LOCATED 7 MILES NORTHEAST OF BULLS GAP, IS ABOUT 7
 GA3666'MILES SOUTHEAST OF
 GA3666'ROGERSVILLE, IS ON A PEAK LOCALLY KNOWN AS HIGH SPUR IN
 GA3666'THE BAYS MOUNTAINS.
 GA3666'
 GA3666'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 11 E AND
 GA3666'STATE HIGHWAY 66 IN BULLS
 GA3666'GAP BY GOING NORTHERLY ON STATE HIGHWAY 66 FOR 5.9 MILES
 GA3666'TO A RAILROAD OVERPASS,
 GA3666'CONTINUE STRAIGHT AHEAD FOR 1.05 MILE TO A
 GA3666'SIDE ROAD RIGHT AND THE UNIT TEST FARMS ON
 GA3666'THE LEFT, THE AZIMUTH MARK
 GA3666'IS STRAIGHT AHEAD 0.05 MILE ON THE RIGHT, TURN RIGHT ON
 GA3666'GRAVELED ROAD AND
 GA3666'GO 0.9 MILE TO A FORK, KEEP LEFT ON MAIN GRAVELED ROAD AND GO 2.0
 GA3666'MILES TO A SIDE ROAD
 GA3666'RIGHT JUST BEFORE REACHING A HOUSE, TURN RIGHT
 GA3666'AND GO 1.45 MILE TO A FORK AND A BARN
 GA3666'ON THE RIGHT, KEEP RIGHT AND GO
 GA3666'0.6 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 GA3666'
 GA3666'THE STATION MARK IS A STANDARD DISK STAMPED HIGH SPUR 1934 1961, IS
 GA3666'CEMENTED IN A DRILLED HOLE
 GA3666'IN OUTCROPPING BED ROCK WHICH PROJECTS 10 INCHES, IS 7
 GA3666'FEET SOUTH OF A 24 INCH OAK TREE
 GA3666'WITH A TRIANGLE BLAZE, 4.8 FEET
 GA3666'SOUTH OF A WITNESS SIGN.
 GA3666'
 GA3666'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HIGH SPUR NO. 1 1934,
 GA3666'IS CEMENTED IN A
 GA3666'DRILLED HOLE IN OUTCROPPING BED ROCK WHICH PROJECTS 1
 GA3666'FOOT, IS 44.9 FEET NORTH OF A
 GA3666'WITNESS SIGN, IS 19 FEET NORTHWEST OF
 GA3666'ANCHOR STUB OF OLD AIRWAYS BEACON, IS ON THE
 GA3666'NORTH SLOPE OF HILL
 GA3666'ABOUT 4 FEET LOWER THAN STATION.
 GA3666'
 GA3666'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HIGH SPUR NO. 2 1934,
 GA3666'IS CEMENTED IN A
 GA3666'DRILLED HOLE IN OUTCROPPING BED ROCK WHICH PROJECTS 18
 GA3666'INCHES, IS 19 FEET SOUTHWEST OF
 GA3666'A TWIN TRUNK TREE, 16 FEET NORTHWEST
 GA3666'OF A 18 INCH TREE, IS ON THE SOUTHEAST SLOPE OF
 GA3666'HILL ABOUT 4 FEET
 GA3666'LOWER THAN STATION.
 GA3666'
 GA3666'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED HIGH SPUR AZI.
 GA3666'1934, SET IN A CONCRETE
 GA3666'MONUMENT WHICH PROJECTS 2 INCHES, IS EAST OF STATION (1
 GA3666'MILE) SET ALONG SIDE STATE
 GA3666'HIGHWAY 66, IS 19 FEET NORTH OF A
 GA3666'TELEPHONE POLE, 17 FEET EAST OF CENTER OF
 GA3666'STATE HIGHWAY 66, 1.3 FEET
 GA3666'SOUTH OF A WITNESS SIGN, MARK IS BEST REACHED FROM STATION
 GA3666'BY GOING
 GA3666'SOUTHEAST FOR 0.6 MILE TO FORKS, KEEP LEFT AND GO 1.45 MILE TO A
 GA3666'T-ROAD, TURN LEFT
 GA3666'AND GO 2.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 GA3666'AND GO 0.9 MILE TO STATE HIGHWAY 66,
 GA3666'TURN RIGHT AND GO 0.05 MILE TO
 GA3666'AZIMUTH MARK ON RIGHT.
 GA3666
 GA3666                          STATION RECOVERY (1964)
 GA3666
 GA3666'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3666'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 GA3666'WERE RECOVERED IN
 GA3666'GOOD CONDITION.  THE 1961 DESCRIPTION IS COMPLETELY
 GA3666'ADEQUATE.  THE 1961 LIST OF
 GA3666'DIRECTIONS WAS CHECKED AND A TYPING ERROR
 GA3666'OF 6 FEET WAS FOUND IN THE BOX DATA TO
 GA3666'REFERENCE MARK NO.  2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0786 ***********************************************************************
 GA0786  DESIGNATION -  HIGH SPUR RM 1
 GA0786  PID         -  GA0786
 GA0786  STATE/COUNTY-  TN/GREENE
 GA0786  USGS QUAD   -  MC CLOUD (1961)
 GA0786
 GA0786                         *CURRENT SURVEY CONTROL
 GA0786  ___________________________________________________________________
 GA0786* NAD 83(1986)-  36 18 27.     (N)    082 58 17.     (W)     SCALED    
 GA0786* NAVD 88     -       587.476  (meters)    1927.41   (feet)  ADJUSTED  
 GA0786  ___________________________________________________________________
 GA0786  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0786  DYNAMIC HT  -         586.942 (meters)    1925.66  (feet)  COMP
 GA0786  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA0786
 GA0786  VERT ORDER  -  SECOND    CLASS 0
 GA0786
 GA0786.The horizontal coordinates were scaled from a topographic map and have
 GA0786.an estimated accuracy of +/- 6 seconds.
 GA0786
 GA0786.The orthometric height was determined by differential leveling
 GA0786.and adjusted by the National Geodetic Survey in June 1991..
 GA0786
 GA0786.The geoid height was determined by GEOID03.
 GA0786
 GA0786.The dynamic height is computed by dividing the NAVD 88
 GA0786.geopotential number by the normal gravity value computed on the
 GA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0786.degrees latitude (g = 980.6199 gals.).
 GA0786
 GA0786.The modeled gravity was interpolated from observed gravity values.
 GA0786
 GA0786;                    North         East    Units  Estimated Accuracy
 GA0786;SPC TN       -   223,240.      871,960.      MT  (+/- 180 meters Scaled)
 GA0786
 GA0786                          SUPERSEDED SURVEY CONTROL
 GA0786
 GA0786  NGVD 29 (??/??/92)  587.629  (m)         1927.91   (f) ADJ UNCH    2 0
 GA0786
 GA0786.Superseded values are not recommended for survey control.
 GA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0786.See file dsdata.txt to determine how the superseded data were derived.
 GA0786
 GA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA230198(NAD 83)
 GA0786_MARKER: DR = REFERENCE MARK DISK
 GA0786_SETTING: 66 = SET IN ROCK OUTCROP
 GA0786_SP_SET: ROCK OUTCROP
 GA0786_STAMPING: HIGH SPUR NO 1 1934
 GA0786_MARK LOGO: CGS   
 GA0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0786+STABILITY: POSITION/ELEVATION WELL
 GA0786
 GA0786  HISTORY     - Date     Condition        Report By
 GA0786  HISTORY     - 1934     MONUMENTED       CGS
 GA0786  HISTORY     - 1935     GOOD             NGS
 GA0786
 GA0786                          STATION DESCRIPTION
 GA0786
 GA0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0786'3.1 MI NW FROM ROMEO.
 GA0786'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GA0786'THE BAILEYTON ROAD AT ROMEO, GREENE COUNTY, THENCE 2.1 MILES
 GA0786'WEST ALONG A FOOT TRAIL TO HIGHSPUR MOUNTAIN, AT THE SUMMIT OF
 GA0786'THE MOUNTAIN, 20 FEET NORTHWEST OF THE WEST CORNER OF THE AIRWAY
 GA0786'BEACON TOWER, IN LINE WITH THE SOUTHWEST SIDE OF THE TOWER, AND
 GA0786'IN THE TOP OF A SMALL ROCK OUTCROP.  A STANDARD REFERENCE-MARK
 GA0786'DISK, STAMPED HIGHSPUR NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2490 ***********************************************************************
 GB2490  DESIGNATION -  HIGHCLIFF
 GB2490  PID         -  GB2490
 GB2490  STATE/COUNTY-  TN/CAMPBELL
 GB2490  USGS QUAD   -  JELLICO EAST (1982)
 GB2490
 GB2490                         *CURRENT SURVEY CONTROL
 GB2490  ___________________________________________________________________
 GB2490* NAD 83(1995)-  36 34 37.94929(N)    084 05 29.51952(W)     ADJUSTED  
 GB2490* NAVD 88     -       660.2    (meters)    2166.     (feet)  VERTCON   
 GB2490  ___________________________________________________________________
 GB2490  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GB2490  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB2490
 GB2490  HORZ ORDER  -  SECOND
 GB2490
 GB2490.The horizontal coordinates were established by classical geodetic methods
 GB2490.and adjusted by the National Geodetic Survey in April 1999..
 GB2490
 GB2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2490
 GB2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2490
 GB2490.The geoid height was determined by GEOID03.
 GB2490
 GB2490;                    North         East     Units Scale Factor Converg.
 GB2490;SPC TN       -   250,629.406   770,806.446   MT  1.00003242   +1 07 02.3
 GB2490;SPC TN       -   822,273.31  2,528,887.48   sFT  1.00003242   +1 07 02.3
 GB2490;SPC KY1Z     - 1,028,386.998 1,648,452.075   MT  1.00015948   +1 01 05.6
 GB2490;SPC KY1Z     - 3,373,966.34  5,408,296.52   sFT  1.00015948   +1 01 05.6
 GB2490;SPC KY S     -   528,366.737   648,433.343   MT  1.00003200   +1 00 20.9
 GB2490;SPC KY S     - 1,733,483.20  2,127,401.73   sFT  1.00003200   +1 00 20.9
 GB2490;UTM  16      - 4,051,910.426   760,242.352   MT  1.00043449   +1 44 02.9
 GB2490
 GB2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2490!SPC TN       -   0.99990111  x   1.00003242  =   0.99993353
 GB2490!SPC KY1Z     -   0.99990111  x   1.00015948  =   1.00006057
 GB2490!SPC KY S     -   0.99990111  x   1.00003200  =   0.99993311
 GB2490!UTM  16      -   0.99990111  x   1.00043449  =   1.00033556
 GB2490
 GB2490|---------------------------------------------------------------------|
 GB2490| PID    Reference Object                     Distance      Geod. Az  |
 GB2490|                                                           dddmmss.s |
 GB2490| DB9996 HIGHCLIFF RM 1                       10.870 METERS 07330     |
 GB2490| DB9997 HIGHCLIFF RM 2                        6.346 METERS 18116     |
 GB2490| GB0137 JELL                                APPROX. 2.0 KM 2802856.3 |
 GB2490|---------------------------------------------------------------------|
 GB2490
 GB2490                          SUPERSEDED SURVEY CONTROL
 GB2490
 GB2490  NAD 83(1995)-  36 34 37.94915(N)    084 05 29.51962(W) AD(       ) 2
 GB2490  NAD 83(1995)-  36 34 37.96083(N)    084 05 29.52176(W) AD(       ) 2
 GB2490  NAD 83(1986)-  36 34 37.96151(N)    084 05 29.52160(W) AD(       ) 2
 GB2490  NAD 27      -  36 34 37.65800(N)    084 05 29.75800(W) AD(       ) 2
 GB2490  NGVD 29 (07/19/86)  660.3    (m)         2166.     (f) VERT ANG       
 GB2490
 GB2490.Superseded values are not recommended for survey control.
 GB2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2490.See file dsdata.txt to determine how the superseded data were derived.
 GB2490
 GB2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6024251910(NAD 83)
 GB2490_MARKER: DS = TRIANGULATION STATION DISK
 GB2490_SETTING: 66 = SET IN ROCK OUTCROP
 GB2490
 GB2490  HISTORY     - Date     Condition        Report By
 GB2490  HISTORY     - 1950     MONUMENTED       CGS
 GB2490  HISTORY     - 1961     GOOD             CGS
 GB2490
 GB2490                          STATION DESCRIPTION
 GB2490
 GB2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2490'STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSBURG AND 3 MILES
 GB2490'EAST OF JELLICO ON TOP
 GB2490'OF A HIGH RIDGE.  IT IS 33 FEET SOUTH OF AN OAK TREE
 GB2490'WITH A TRIANGLE BLAZE ON THE WEST
 GB2490'SIDE.  THE DISK IS SET FLUSH IN A
 GB2490'LARGE CLIFF OF BEDROCK AND IS STAMPED HIGHCLIFF 1950.
 GB2490'
 GB2490'REFERENCE MARK NO. 1 IS 45 FEET EAST OF BLAZED TREE.  THE DISK IS SET
 GB2490'FLUSH IN BEDROCK AND IS
 GB2490'STAMPED HIGHCLIFF NO 1 1950.
 GB2490'
 GB2490'REFERENCE MARK NO.2 IS 19 FEET NORTH OF BLAZED TREE.  THE DISK IS SET
 GB2490'FLUSH IN BEDROCK AND IS
 GB2490'STAMPED HIGHCLIFF NO 2 1950.
 GB2490'
 GB2490'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2490'
 GB2490'TO REACH STATION FROM THE MAIN INTERSECTION IN THE BUSINESS DISTRICT
 GB2490'OF JELLICO, GO EAST
 GB2490'ON U.S.  HIGHWAY 25W FOR 2.1 MILES TO A GRAVEL ROAD
 GB2490'SHARP RIGHT, TURN RIGHT ON GRAVEL
 GB2490'ROAD AND GO SOUTH AND WEST FOR 0.15
 GB2490'MILE TO A SIDE ROAD LEFT ACROSS A SMALL WOOD BRIDGE,
 GB2490'TURN LEFT ACROSS
 GB2490'WOOD BRIDGE AND FOLLOW ROCKY ROAD UPHILL FOR 0.2 MILE TO A ROAD FORK
 GB2490'AT A TRIANGLE
 GB2490'BLAZED PINE TREE, JUST BEFORE REACHING A COAL MINE
 GB2490'ENTRANCE, AND END OF TRUCK
 GB2490'TRAVEL.  FROM HERE PACK UP ROAD TO THE
 GB2490'RIGHT WHICH TURNS INTO A TRAIL AND FOLLOW
 GB2490'THIS TRAIL UP HILL FOR
 GB2490'ABOUT 40 MINUTES TO TOP OF HILL, TURN LEFT ON TOP OF HILL
 GB2490'AND FOLLOW TRAIL
 GB2490'FOR ABOUT 3 MINUTES TO STATION NEAR A TRIANGLE BLAZED OAK TREE
 GB2490'AS DESCRIBED.  (THIS IS
 GB2490'ABOUT 1-1/4 MILE-45 MINUTE PACK.)
 GB2490
 GB2490                          STATION RECOVERY (1961)
 GB2490
 GB2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2490'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GB2490'RECOVERED AND FOUND IN GOOD
 GB2490'CONDITION.  A REVISED DESCRIPTION IS AS FOLLOWS.
 GB2490'
 GB2490'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSBURG AND ABOUT
 GB2490'3 MILES EAST OF JELLICO,
 GB2490'ON THE TOP OF A HIGH ROCKY RIDGE.
 GB2490'
 GB2490'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST ON MAIN
 GB2490'STREET AND U.S.  HIGHWAY
 GB2490'25W FOR 0.15 MILE TO A TRAFFIC LIGHT, TURN LEFT AND
 GB2490'FOLLOW U.S.  HIGHWAY 25W
 GB2490'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE ROAD ON
 GB2490'THE RIGHT AT THE CROUCHES CREEK BAPTIST
 GB2490'CHURCH, TURN LEFT AND GO 0.15
 GB2490'MILE TO A FORK, KEEP LEFT AND GO 0.15 MILE TO INTERSTATE
 GB2490'HIGHWAY 75,
 GB2490'CONTINUE ACROSS THE HIGHWAY AND GO ABOUT 50 YARDS TO A FORK, KEEP
 GB2490'RIGHT AND GO 0.2
 GB2490'MILE TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT UP
 GB2490'HILL AND GO 1.35 MILES TO A SADDLE,
 GB2490'TURN LEFT AND GO 0.45 MILE TO A
 GB2490'TELEVISION BOOSTER INSTALLATION AT THE TOP OF THE HILL AND
 GB2490'TRIANGULATION STATION HIGH.  HERE PACK NORTHEAST ALONG THE TOP OF THE
 GB2490'RIDGE FOR ABOUT
 GB2490'0.5 MILE (20 MINUTES) TO A TRIANGLE BLAZED OAK TREE
 GB2490'AND THE STATION.
 GB2490'
 GB2490'THE STATION IS 33 FEET NORTHWEST OF A TRIANGLE BLAZED OAK TREE WITH A
 GB2490'WITNESS SIGN ATTACHED TO
 GB2490'THE NORTHWEST SIDE AND 7 FEET SOUTH OF THE NORTH
 GB2490'EDGE OF A ROCK CLIFF.  IT IS A
 GB2490'STANDARD DISK CEMENTED IN A DRILL HOLE
 GB2490'IN A BOULDER, FLUSH, AND IS STAMPED HIGHCLIFF 1950.
 GB2490'
 GB2490'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE TRIANGLE BLAZED OAK TREE
 GB2490'WITH A WITNESS SIGN
 GB2490'ATTACHED TO THE NORTHWEST SIDE AND 3 FEET SOUTH OF THE
 GB2490'NORTH EDGE OF A ROCK CLIFF.  IT
 GB2490'IS A STANDARD DISK, FLUSH, AND IS
 GB2490'STAMPED HIGHCLIFF NO 1 1950.
 GB2490'
 GB2490'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE TRIANGLE BLAZED OAK TREE
 GB2490'WITH A WITNESS SIGN
 GB2490'ATTACHED TO THE NORTHWEST SIDE.  IT IS A STANDARD DISK,
 GB2490'FLUSH, AND IS STAMPED HIGHCLIFF
 GB2490'NO 2 1950.
 GB2490'
 GB2490'TRAVERSE STATION JELL WILL SERVE AS THE AZIMUTH MARK.
 GB2490'
 GB2490'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2325 ***********************************************************************
 FE2325  DESIGNATION -  HIGHLAND NORTH BASE
 FE2325  PID         -  FE2325
 FE2325  STATE/COUNTY-  TN/MADISON
 FE2325  USGS QUAD   -  JACKSON NORTH (1983)
 FE2325
 FE2325                         *CURRENT SURVEY CONTROL
 FE2325  ___________________________________________________________________
 FE2325* NAD 83(1995)-  35 37 46.63218(N)    088 49 07.45132(W)     ADJUSTED  
 FE2325* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2325  ___________________________________________________________________
 FE2325  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2325  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2325
 FE2325  HORZ ORDER  -  FIRST
 FE2325
 FE2325.The horizontal coordinates were established by classical geodetic methods
 FE2325.and adjusted by the National Geodetic Survey in April 1999..
 FE2325
 FE2325.The orthometric height was scaled from a topographic map.
 FE2325
 FE2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2325
 FE2325.The geoid height was determined by GEOID03.
 FE2325
 FE2325;                    North         East     Units Scale Factor Converg.
 FE2325;SPC TN       -   147,498.295   344,716.117   MT  0.99995473   -1 39 00.7
 FE2325;SPC TN       -   483,917.32  1,130,956.13   sFT  0.99995473   -1 39 00.7
 FE2325;UTM  16      - 3,944,392.169   335,309.598   MT  0.99993424   -1 03 35.0
 FE2325
 FE2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2325!SPC TN       -   0.99998356  x   0.99995473  =   0.99993829
 FE2325!UTM  16      -   0.99998356  x   0.99993424  =   0.99991780
 FE2325
 FE2325|---------------------------------------------------------------------|
 FE2325| PID    Reference Object                     Distance      Geod. Az  |
 FE2325|                                                           dddmmss.s |
 FE2325| CG3475 HIGHLAND NORTH BASE RM 1             16.612 METERS 03245     |
 FE2325| FE2321 ALEXANDER                           103.863 METERS 09104     |
 FE2325| CG3476 HIGHLAND NORTH BASE RM 2             14.112 METERS 14223     |
 FE2325| FE2322 ALEXANDER AZ MK                     130.637 METERS 17905     |
 FE2325| FE2349 HIGHLAND SOUTH BASE                 APPROX. 1.6 KM 1822104.7 |
 FE2325| FE2326 HIGHLAND NORTH BASE AZ MK            77.929 METERS 35634     |
 FE2325|---------------------------------------------------------------------|
 FE2325
 FE2325                          SUPERSEDED SURVEY CONTROL
 FE2325
 FE2325  NAD 83(1995)-  35 37 46.63711(N)    088 49 07.45619(W) AD(       ) 1
 FE2325  NAD 83(1986)-  35 37 46.64368(N)    088 49 07.45229(W) AD(       ) 1
 FE2325  NAD 27      -  35 37 46.39000(N)    088 49 07.24700(W) AD(       ) 1
 FE2325
 FE2325.Superseded values are not recommended for survey control.
 FE2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2325.See file dsdata.txt to determine how the superseded data were derived.
 FE2325
 FE2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3531044392(NAD 83)
 FE2325_MARKER: DS = TRIANGULATION STATION DISK
 FE2325_SETTING: 0 = UNSPECIFIED SETTING
 FE2325
 FE2325  HISTORY     - Date     Condition        Report By
 FE2325  HISTORY     - 1951     MONUMENTED       CGS
 FE2325
 FE2325                          STATION DESCRIPTION
 FE2325
 FE2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2325'STATION IS LOCATED IN THE CENTER OF HIGHLAND AVE., JUST NORTH OF THE
 FE2325'INTERSECTION OF CRESCENT AVE. AND IN FRONT OF THE ALEXANDER SCHOOL
 FE2325'IN THE CITY OF JACKSON.  IT IS 5.4 FEET NORTH OF THE INTERSECTION OF
 FE2325'THE CENTERLINE OF HIGHLAND AND CRESCENT AVE., 18.8 FEET EAST OF
 FE2325'THE WEST CURB ON HIGHLAND AVE. AND 18.0 FEET WEST OF THE EAST CURB ON
 FE2325'HIGHLAND AVE.  THE MARK DISK IS SET IN A DRILL HOLE IN THE BRICKS
 FE2325'UNDER 2 INCHES OF ASPHALT PAVEMENT AND STAMPED HIGHLAND N
 FE2325'BASE 1951.
 FE2325'
 FE2325'REFERENCE MARK NO. 1 IS IN THE NORTH END OF THE FIRST STEP LEADING TO
 FE2325'HOUSE NO. 1016 HIGHLAND AVE.  THE DISK IS SET FLUSH IN A DRILL
 FE2325'HOLE IN THE STEP AND STAMPED HIGHLAND N BASE NO 1 1951.
 FE2325'
 FE2325'REFERENCE MARK NO. 2 IS IN THE SOUTH END OF THE FIRST STEP LEADING TO
 FE2325'THE ALEXANDER SCHOOL.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 FE2325'THE STEP AND STAMPED HIGHLAND N BASE NO 2 1951.
 FE2325'
 FE2325'AZIMUTH MARK IS IN THE CENTER OF THE SIDEWALK DIRECTLY IN FRONT OF
 FE2325'THE ENTRANCE OF A FRAME HOUSE ON THE SOUTHWEST CORNER OF
 FE2325'HIGHLAND AVE. AND WILKINSON STREET.  THE DISK IS SET FLUSH IN A DRILL
 FE2325'HOLE IN THE SIDEWALK AND IS STAMPED HIGHLAND N BASE 1951.
 FE2325'
 FE2325'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2326 ***********************************************************************
 FE2326  DESIGNATION -  HIGHLAND NORTH BASE AZ MK
 FE2326  PID         -  FE2326
 FE2326  STATE/COUNTY-  TN/MADISON
 FE2326  USGS QUAD   -  JACKSON NORTH (1983)
 FE2326
 FE2326                         *CURRENT SURVEY CONTROL
 FE2326  ___________________________________________________________________
 FE2326* NAD 83(1995)-  35 37 49.15617(N)    088 49 07.63637(W)     ADJUSTED  
 FE2326* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2326  ___________________________________________________________________
 FE2326  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2326  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2326
 FE2326  HORZ ORDER  -  SECOND
 FE2326
 FE2326.The horizontal coordinates were established by classical geodetic methods
 FE2326.and adjusted by the National Geodetic Survey in April 1999..
 FE2326
 FE2326.The orthometric height was scaled from a topographic map.
 FE2326
 FE2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2326
 FE2326.The geoid height was determined by GEOID03.
 FE2326
 FE2326;                    North         East     Units Scale Factor Converg.
 FE2326;SPC TN       -   147,576.183   344,713.703   MT  0.99995469   -1 39 00.8
 FE2326;SPC TN       -   484,172.86  1,130,948.21   sFT  0.99995469   -1 39 00.8
 FE2326;UTM  16      - 3,944,470.026   335,306.381   MT  0.99993425   -1 03 35.2
 FE2326
 FE2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2326!SPC TN       -   0.99998356  x   0.99995469  =   0.99993825
 FE2326!UTM  16      -   0.99998356  x   0.99993425  =   0.99991781
 FE2326
 FE2326                          SUPERSEDED SURVEY CONTROL
 FE2326
 FE2326  NAD 83(1995)-  35 37 49.16110(N)    088 49 07.64124(W) AD(       ) 2
 FE2326  NAD 83(1986)-  35 37 49.16774(N)    088 49 07.63735(W) AD(       ) 2
 FE2326  NAD 27      -  35 37 48.91400(N)    088 49 07.43200(W) AD(       ) 2
 FE2326
 FE2326.Superseded values are not recommended for survey control.
 FE2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2326.See file dsdata.txt to determine how the superseded data were derived.
 FE2326
 FE2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3530644470(NAD 83)
 FE2326_MARKER: DZ = AZIMUTH MARK DISK
 FE2326_SETTING: 0 = UNSPECIFIED SETTING
 FE2326_STAMPING: HIGHLAND N BASE 1951
 FE2326_MARK LOGO: CGS   
 FE2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2326
 FE2326  HISTORY     - Date     Condition        Report By
 FE2326  HISTORY     - 1951     MONUMENTED       CGS
 FE2326
 FE2326                          STATION DESCRIPTION
 FE2326
 FE2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2326'STATION IS LOCATED ON THE SOUTHWEST CORNER OF HIGHLAND AVE. AND
 FE2326'WILKINSON STREET IN THE CITY OF JACKSON.  IT IS IN THE CENTER OF
 FE2326'THE SIDEWALK DIRECTLY IN FRONT OF THE ENTRANCE OF A FRAME HOUSE.
 FE2326'THE MARK IS SET IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED
 FE2326'HIGHLAND N BASE 1951.
 FE2326'
 FE2326'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2349 ***********************************************************************
 FE2349  DESIGNATION -  HIGHLAND SOUTH BASE
 FE2349  PID         -  FE2349
 FE2349  STATE/COUNTY-  TN/MADISON
 FE2349  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2349
 FE2349                         *CURRENT SURVEY CONTROL
 FE2349  ___________________________________________________________________
 FE2349* NAD 83(1995)-  35 36 54.96468(N)    088 49 10.04941(W)     ADJUSTED  
 FE2349* NAVD 88     -       121.62   (meters)     399.0    (feet)  RESET     
 FE2349  ___________________________________________________________________
 FE2349  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2349  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2349
 FE2349  HORZ ORDER  -  FIRST
 FE2349  VERT ORDER  -  THIRD
 FE2349
 FE2349.The horizontal coordinates were established by classical geodetic methods
 FE2349.and adjusted by the National Geodetic Survey in April 1999..
 FE2349
 FE2349.The orthometric height was computed from unverified reset data.
 FE2349
 FE2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2349
 FE2349.The geoid height was determined by GEOID03.
 FE2349
 FE2349;                    North         East     Units Scale Factor Converg.
 FE2349;SPC TN       -   145,908.518   344,604.907   MT  0.99995565   -1 39 02.2
 FE2349;SPC TN       -   478,701.53  1,130,591.27   sFT  0.99995565   -1 39 02.2
 FE2349;UTM  16      - 3,942,801.362   335,214.784   MT  0.99993463   -1 03 35.2
 FE2349
 FE2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2349!SPC TN       -   0.99998534  x   0.99995565  =   0.99994099
 FE2349!UTM  16      -   0.99998534  x   0.99993463  =   0.99991997
 FE2349
 FE2349:                Primary Azimuth Mark                     Grid Az
 FE2349:SPC TN       -  HIGHLAND NORTH BASE                      004 00 05.3
 FE2349:UTM  16      -  HIGHLAND NORTH BASE                      003 24 38.3
 FE2349
 FE2349|---------------------------------------------------------------------|
 FE2349| PID    Reference Object                     Distance      Geod. Az  |
 FE2349|                                                           dddmmss.s |
 FE2349| FE2325 HIGHLAND NORTH BASE                 APPROX. 1.6 KM 0022103.1 |
 FE2349| FE2350 HIGHLAND SOUTH BASE AZ MK           101.498 METERS 09134     |
 FE2349| FE2371 NATIONAL                             80.990 METERS 15715     |
 FE2349| FE2372 NATIONAL AZ MK                      154.371 METERS 27240     |
 FE2349| CG3478 HIGHLAND SOUTH BASE RM 2             13.932 METERS 28305     |
 FE2349| CG3477 HIGHLAND SOUTH BASE RM 1             12.613 METERS 34743     |
 FE2349|---------------------------------------------------------------------|
 FE2349
 FE2349                          SUPERSEDED SURVEY CONTROL
 FE2349
 FE2349  NAD 83(1995)-  35 36 54.96961(N)    088 49 10.05430(W) AD(       ) 1
 FE2349  NAD 83(1986)-  35 36 54.97614(N)    088 49 10.05024(W) AD(       ) 1
 FE2349  NAD 27      -  35 36 54.72100(N)    088 49 09.84500(W) AD(       ) 1
 FE2349  NGVD 29 (10/12/01)  121.66   (m)          399.1    (f) RESET       3  
 FE2349
 FE2349.Superseded values are not recommended for survey control.
 FE2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2349.See file dsdata.txt to determine how the superseded data were derived.
 FE2349
 FE2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3521542801(NAD 83)
 FE2349_MARKER: DS = TRIANGULATION STATION DISK
 FE2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2349_SP_SET: CONCRETE POST
 FE2349_STAMPING: HIGHLAND S BASE 1951
 FE2349_MARK LOGO: CGS   
 FE2349_PROJECTION: RECESSED 10 CENTIMETERS
 FE2349_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2349+STABILITY: SURFACE MOTION
 FE2349
 FE2349  HISTORY     - Date     Condition        Report By
 FE2349  HISTORY     - 1951     MONUMENTED       CGS
 FE2349  HISTORY     - 1985     GOOD             NGS
 FE2349  HISTORY     - 1985     GOOD             NGS
 FE2349  HISTORY     - 19850313 GOOD             NGS
 FE2349
 FE2349                          STATION DESCRIPTION
 FE2349
 FE2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2349'STATION IS LOCATED ON THE NORTHWEST CORNER OF MARKET AND LAFAYETTE
 FE2349'STREETS IN DOWNTOWN JACKSON.  IT IS A 14.5 FEET SOUTHEAST OF
 FE2349'THE SOUTHEAST CORNER OF A RED BRICK BUILDING, 4.5 FEET WEST OF THE
 FE2349'CURB ON MARKET STREET AND 4.0 FEET NORTH OF THE CURB ON
 FE2349'LAFAYETTE STREET.  THE MARK IS A SQUARE HOLE CUT OUT OF THE SIDEWALK,
 FE2349'FILLED WITH CONCRETE AND THE DISK IS STAMPED HIGHLANDS S BASE 1951.
 FE2349'
 FE2349'REFERENCE MARK NO. 1 IS AT THE NORTHWEST CORNER OF THE RED BRICK
 FE2349'BUILDING. THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND
 FE2349'STAMPED HIGHLAND S BASE NO 1 1951.
 FE2349'
 FE2349'REFERENCE MARK NO. 2 IS AT THE EAST END OF THE LAFAYETTE STREET
 FE2349'ENTRANCE TO THE BRICK BUILDING.  IT IS 49.5 FEET WEST OF THE CURB
 FE2349'ON MARKET STREET AND 17.5 FEET NORTH OF THE CURB ON LAFAYETTE ST.
 FE2349'THE MARK IS SET IN A DRILL HOLE IN THE SIDEWALK AND STAMPED
 FE2349'HIGHLAND S BASE NO 2 1951.
 FE2349'
 FE2349'AZIMUTH MARK IS ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2349'STREETS IN DOWNTOWN JACKSON.  IT IS 15.3 FEET WEST OF THE CURB ON
 FE2349'LIBERTY STREET, 7.6 FEET NORTH OF THE CURB ON LAFAYETTE STREET AND
 FE2349'5.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TAN BRICK BUILDING.  THE
 FE2349'DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND STAMPED HIGHLAND S
 FE2349'BASE 1951.
 FE2349'
 FE2349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2349
 FE2349                          STATION RECOVERY (1985)
 FE2349
 FE2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2349'IN JACKSON.
 FE2349'IN DOWNTOWN JACKSON AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2349'LAFAYETTE STREET, 10.4 M (34.1 FT) WEST FROM THE CENTERLINE OF
 FE2349'HIGHLAND AVENUE, 10.4 M (34.1 FT) NORTH FROM THE CENTERLINE OF
 FE2349'LAFAYETTE STREET, 4.5 M (14.8 FT) SOUTHEAST FROM THE STEEL POST AT
 FE2349'THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER AND UNDER
 FE2349'THE LID OF A 45 CM (18 INCH) SQUARE STEEL BOX IN THE SIDEWALK.
 FE2349'THE MARK IS ABOVE LEVEL WITH HIGHLAND AVENUE.
 FE2349
 FE2349                          STATION RECOVERY (1985)
 FE2349
 FE2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2349'IN DOWNTOWN JACKSON AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2349'LAFAYETTE STREET, 10.4 M (34.1 FT) WEST FROM THE CENTERLINE OF
 FE2349'HIGHLAND AVENUE, 10.4 M (34.1 FT) NORTH FROM THE CENTERLINE OF
 FE2349'LAFAYETTE STREET, 4.5 M (14.8 FT) SOUTHEAST FROM THE STEEL POST AT
 FE2349'THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER AND UNDER
 FE2349'THE LID OF A 45 CM (18 INCH) SQUARE STEEL BOX IN THE SIDEWALK.
 FE2349'THE MARK IS ABOVE LEVEL WITH HIGHLAND AVENUE.
 FE2349
 FE2349                          STATION RECOVERY (1985)
 FE2349
 FE2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2349'ALL MARKS WERE RECOVERED IN GOOD CONDITION BUT THE SIDEWALK AT THE
 FE2349'STATION MARK HAS BEEN REBUILT AND THE MARK IS NOW RECESSED UNDER A
 FE2349'STEEL BOX IN THE NEW CONCRETE.  ADDITIONAL CONSTRUCTION WOULD DESTROY
 FE2349'RM 1 AND RM 2 SO THEY WERE REMOVED AFTE CHECK MEASUREMENTS WERE MADE.
 FE2349'A GOOD CHECK COULD NOT BE OBTAINED BETWEEN THE EXISTING MARKS SO AN
 FE2349'ASTRONOMIC AZIMUTH WAS OBSERVED AND THE FOLLOWING DISCREPANCIES WERE
 FE2349'NOTED.  THE DISTANCE TO THE AZ MK CHECKED BUT THE DIRECTION DIFFERED
 FE2349'BY 31 SECONDS.  THE DISTANCE AND DIRECTION TO NATIONAL AZ MK BOTH
 FE2349'CHECKED.  THE DIRECTION TO RM 1 CHECKED BUT THE DISTANCE WAS LONGER BY
 FE2349'0.024 METERS.  (0.079 FT) THE DIRECTION TO RM 2 DIFFERED BY 3 MINUTES
 FE2349'AND 11 SECONDS AND THE DISTANCE WAS LONGER BY 0.018 METERS (0.059 FT)
 FE2349'RM 3 AND RM 4 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 FE2349' 
 FE2349'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF HIGHLAND AVENUE AND
 FE2349'LAFAYETTE STREET IN DOWNTOWN JACKSON.  THE STATION IS A STANDARD CGS
 FE2349'DISK STAMPED---HIGHLAND S BASE 1951---, SET INTO THE TOP OF A SQUARE
 FE2349'CONCRETE MONUMENT, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE
 FE2349'MARK IS UNDER A 45 CM (18 INCH) SQUARE STEEL BOX WHICH IS SET FLUSH
 FE2349'WITH THE SIDEWALK.  THE STATION IS LOCATED 10.4 METERS (34.1 FT) WEST
 FE2349'FROM THE CENTERLINE OF HIGHLAND AVENUE, 10.4 METERS (34.1 FT) NORTH
 FE2349'FROM THE CENTERLINE OF LAFAYETTE STREET, 4.5 METERS (14.8 FT)
 FE2349'SOUTHEAST FROM THE STEEL POST AT THE SOUTHEAST CORNER OF A BUILDING.
 FE2349' 
 FE2349'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HIGHLAND S BASE
 FE2349'1951 NO 3 1984--,SET INTO A CONCRETE CURB.  THE STATION IS LOCATD 14.6
 FE2349'METERS (47.9 FT) NORTH FROM THE CENTERLINE OF LAFAYETTE STREET 8.2
 FE2349'METERS (26.9 FT) WEST FROM THE CENTERLINE OF HIGHLAND AVENUE 4.9
 FE2349'METERS (16.1 FT) EAST FROM THE STEEL POST AT THE SOUTHEAST CORNER OF A
 FE2349'BUILDING.
 FE2349' 
 FE2349'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--HIGHLAND S BASE
 FE2349'1951 NO 4 1984--, SET INTO THE A CONCRETE CURB.  THE STATION IS
 FE2349'LOCATED
 FE2349'19.2 METERS (63.0 FT) WEST FROM THE CENTERLINE OF HIGHLAND AVENUE 8.8
 FE2349'METERS (28.9 FT) NORTH FROM THE CENTERLINE OF LAFAYETTE STREET 7.3
 FE2349'METERS (24.0 FT) SOUTH FROM THE STEEL POST AT THE SOUTHEAST CORNER OF
 FE2349'A BUILDING AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
 FE2349' 
 FE2349'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--HIGHLAND S BASE
 FE2349'1951--, SET IN A CONCRETE SIDEWALK.  LOCATED 15.3 FEET (4.66 METERS)
 FE2349'WEST FROM THE WEST CURB OF LIBERTY STREET.  7.6 FEET (2.32 METERS)
 FE2349'NORTH FROM THE NORTH CURB OF LAFAYETTE STREET.  5.0 FEET, 1.52 METER
 FE2349'SOUTH FROM THE SOUTHEAST CORNER OF A BRICK BUILDING.  TO REACH THE
 FE2349'AZIMUTH MARK FROM THE STATION GO EAST 0.1 KM (0.05 MI) ON LAFAYETTE
 FE2349'STREET TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2350 ***********************************************************************
 FE2350  DESIGNATION -  HIGHLAND SOUTH BASE AZ MK
 FE2350  PID         -  FE2350
 FE2350  STATE/COUNTY-  TN/MADISON
 FE2350  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2350
 FE2350                         *CURRENT SURVEY CONTROL
 FE2350  ___________________________________________________________________
 FE2350* NAD 83(1995)-  35 36 54.87501(N)    088 49 06.01785(W)     ADJUSTED  
 FE2350* NAVD 88     -       123.74   (meters)     406.0    (feet)  RESET     
 FE2350  ___________________________________________________________________
 FE2350  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2350  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2350
 FE2350  HORZ ORDER  -  SECOND
 FE2350  VERT ORDER  -  THIRD
 FE2350
 FE2350.The horizontal coordinates were established by classical geodetic methods
 FE2350.and adjusted by the National Geodetic Survey in April 1999..
 FE2350
 FE2350.The orthometric height was computed from unverified reset data.
 FE2350
 FE2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2350
 FE2350.The geoid height was determined by GEOID03.
 FE2350
 FE2350;                    North         East     Units Scale Factor Converg.
 FE2350;SPC TN       -   145,902.833   344,706.241   MT  0.99995565   -1 38 59.9
 FE2350;SPC TN       -   478,682.88  1,130,923.73   sFT  0.99995565   -1 38 59.9
 FE2350;UTM  16      - 3,942,796.723   335,316.170   MT  0.99993421   -1 03 32.9
 FE2350
 FE2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2350!SPC TN       -   0.99998501  x   0.99995565  =   0.99994066
 FE2350!UTM  16      -   0.99998501  x   0.99993421  =   0.99991922
 FE2350
 FE2350                          SUPERSEDED SURVEY CONTROL
 FE2350
 FE2350  NAD 83(1995)-  35 36 54.87994(N)    088 49 06.02274(W) AD(       ) 2
 FE2350  NAD 83(1986)-  35 36 54.88646(N)    088 49 06.01885(W) AD(       ) 2
 FE2350  NAD 27      -  35 36 54.63100(N)    088 49 05.81400(W) AD(       ) 2
 FE2350  NGVD 29 (10/12/01)  123.78   (m)          406.1    (f) RESET       3  
 FE2350
 FE2350.Superseded values are not recommended for survey control.
 FE2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2350.See file dsdata.txt to determine how the superseded data were derived.
 FE2350
 FE2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3531642797(NAD 83)
 FE2350_MARKER: DZ = AZIMUTH MARK DISK
 FE2350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2350_SP_SET: SIDEWALK
 FE2350_STAMPING: HIGHLAND S BASE 1951
 FE2350_MARK LOGO: CGS   
 FE2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2350
 FE2350  HISTORY     - Date     Condition        Report By
 FE2350  HISTORY     - 1951     MONUMENTED       CGS
 FE2350  HISTORY     - 1985     GOOD             NGS
 FE2350  HISTORY     - 1985     GOOD             NGS
 FE2350
 FE2350                          STATION DESCRIPTION
 FE2350
 FE2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2350'STATION IS LOCATED ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2350'STREETS IN DOWNTOWN JACKSON.  IT IS 15.3 FEET WEST OF THE CURB ON
 FE2350'LIBERTY STREET, 7.6 FEET NORTH OF THE CURB ON LAFAYETTE STREET AND
 FE2350'5.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TAN BRICK BUILDING.  THE
 FE2350'DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND STAMPED HIGHLAND S.
 FE2350'BASE 1951.
 FE2350'
 FE2350'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2350
 FE2350                          STATION RECOVERY (1985)
 FE2350
 FE2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2350'IN JACKSON.
 FE2350'IN DOWNTOWN JACKSON ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2350'STREETS, 4.7 M (15.4 FT) WEST OF THE CURB ON LIBERTY STREET AND 1.52
 FE2350'M (5.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE
 FE2350'CORNER.
 FE2350'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 FE2350
 FE2350                          STATION RECOVERY (1985)
 FE2350
 FE2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2350'IN DOWNTOWN JACKSON ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2350'STREETS, 4.7 M (15.4 FT) WEST OF THE CURB ON LIBERTY STREET AND 1.52
 FE2350'M (5.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE
 FE2350'CORNER.
 FE2350'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2831 ***********************************************************************
 FE2831  DESIGNATION -  HIGHLAND SOUTH BASE RM 3
 FE2831  PID         -  FE2831
 FE2831  STATE/COUNTY-  TN/MADISON
 FE2831  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2831
 FE2831                         *CURRENT SURVEY CONTROL
 FE2831  ___________________________________________________________________
 FE2831* NAD 83(1986)-  35 36 54.     (N)    088 49 09.     (W)     SCALED    
 FE2831* NAVD 88     -       121.64   (meters)     399.1    (feet)  RESET     
 FE2831  ___________________________________________________________________
 FE2831  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2831
 FE2831  VERT ORDER  -  THIRD
 FE2831
 FE2831.The horizontal coordinates were scaled from a topographic map and have
 FE2831.an estimated accuracy of +/- 6 seconds.
 FE2831
 FE2831.The orthometric height was computed from unverified reset data.
 FE2831.No vertical observational check was made to the station.
 FE2831
 FE2831.The geoid height was determined by GEOID03.
 FE2831
 FE2831;                    North         East    Units  Estimated Accuracy
 FE2831;SPC TN       -   145,880.      344,630.      MT  (+/- 180 meters Scaled)
 FE2831
 FE2831                          SUPERSEDED SURVEY CONTROL
 FE2831
 FE2831  NGVD 29 (10/12/01)  121.67   (m)          399.2    (f) RESET       3  
 FE2831
 FE2831.Superseded values are not recommended for survey control.
 FE2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2831.See file dsdata.txt to determine how the superseded data were derived.
 FE2831
 FE2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE352427(NAD 83)
 FE2831_MARKER: DB = BENCH MARK DISK
 FE2831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2831_SP_SET: CURB
 FE2831_STAMPING: HIGHLAND S BASE 1951 NO 3 1984
 FE2831_MARK LOGO: NGS   
 FE2831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2831
 FE2831  HISTORY     - Date     Condition        Report By
 FE2831  HISTORY     - 1984     MONUMENTED       NGS
 FE2831
 FE2831                          STATION DESCRIPTION
 FE2831
 FE2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FE2831'IN JACKSON.
 FE2831'IN DOWNTOWN JACKSON AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2831'LAFAYETTE STREET, 14.6 M (47.9 FT) NORTH FROM THE CENTERLINE OF
 FE2831'LAFAYETTE STREET, 8.2 M (26.9 FT) WEST FROM THE CENTERLINE OF
 FE2831'HIGHLAND AVENUE AND 4.9 M (16.1 FT) EAST FROM THE STEEL POST AT THE
 FE2831'SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER.
 FE2831'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2832 ***********************************************************************
 FE2832  DESIGNATION -  HIGHLAND SOUTH BASE RM 4
 FE2832  PID         -  FE2832
 FE2832  STATE/COUNTY-  TN/MADISON
 FE2832  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2832
 FE2832                         *CURRENT SURVEY CONTROL
 FE2832  ___________________________________________________________________
 FE2832* NAD 83(1986)-  35 36 54.     (N)    088 49 09.     (W)     SCALED    
 FE2832* NAVD 88     -       121.43   (meters)     398.4    (feet)  RESET     
 FE2832  ___________________________________________________________________
 FE2832  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2832
 FE2832  VERT ORDER  -  THIRD
 FE2832
 FE2832.The horizontal coordinates were scaled from a topographic map and have
 FE2832.an estimated accuracy of +/- 6 seconds.
 FE2832
 FE2832.The orthometric height was computed from unverified reset data.
 FE2832.No vertical observational check was made to the station.
 FE2832
 FE2832.The geoid height was determined by GEOID03.
 FE2832
 FE2832;                    North         East    Units  Estimated Accuracy
 FE2832;SPC TN       -   145,880.      344,630.      MT  (+/- 180 meters Scaled)
 FE2832
 FE2832                          SUPERSEDED SURVEY CONTROL
 FE2832
 FE2832  NGVD 29 (10/12/01)  121.47   (m)          398.5    (f) RESET       3  
 FE2832
 FE2832.Superseded values are not recommended for survey control.
 FE2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2832.See file dsdata.txt to determine how the superseded data were derived.
 FE2832
 FE2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE352427(NAD 83)
 FE2832_MARKER: DR = REFERENCE MARK DISK
 FE2832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2832_SP_SET: CURB
 FE2832_STAMPING: HIGHLAND S BASE 1951 NO 4 1984
 FE2832_MARK LOGO: NGS   
 FE2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2832
 FE2832  HISTORY     - Date     Condition        Report By
 FE2832  HISTORY     - 1984     MONUMENTED       NGS
 FE2832
 FE2832                          STATION DESCRIPTION
 FE2832
 FE2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FE2832'IN JACKSON.
 FE2832'IN DOWNTOWN JACKSON, AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2832'LAFAYETTE STREET, 19.2 M (63.0 FT) WEST FROM THE CENTERLINE OF
 FE2832'HIGHLAND AVENUE, 8.8 M (28.9 FT) NORTH FROM THE CENTERLINE OF
 FE2832'LAFAYETTE STREET AND 7.3 M (24.0 FT) SOUTH FROM THE STEEL POST AT THE
 FE2832'SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER.
 FE2832'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0348 ***********************************************************************
 GA0348  DESIGNATION -  HIGHWAY 11 W MARK
 GA0348  PID         -  GA0348
 GA0348  STATE/COUNTY-  TN/SULLIVAN
 GA0348  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0348
 GA0348                         *CURRENT SURVEY CONTROL
 GA0348  ___________________________________________________________________
 GA0348* NAD 83(1986)-  36 35 20.     (N)    082 15 30.     (W)     SCALED    
 GA0348* NAVD 88     -       544.728  (meters)    1787.16   (feet)  ADJUSTED  
 GA0348  ___________________________________________________________________
 GA0348  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0348  DYNAMIC HT  -         544.223 (meters)    1785.51  (feet)  COMP
 GA0348  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 GA0348
 GA0348  VERT ORDER  -  SECOND    CLASS 0
 GA0348
 GA0348.The horizontal coordinates were scaled from a topographic map and have
 GA0348.an estimated accuracy of +/- 6 seconds.
 GA0348
 GA0348.The orthometric height was determined by differential leveling
 GA0348.and adjusted by the National Geodetic Survey in June 1991..
 GA0348
 GA0348.The geoid height was determined by GEOID03.
 GA0348
 GA0348.The dynamic height is computed by dividing the NAVD 88
 GA0348.geopotential number by the normal gravity value computed on the
 GA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0348.degrees latitude (g = 980.6199 gals.).
 GA0348
 GA0348.The modeled gravity was interpolated from observed gravity values.
 GA0348
 GA0348;                    North         East    Units  Estimated Accuracy
 GA0348;SPC TN       -   256,660.      934,770.      MT  (+/- 180 meters Scaled)
 GA0348
 GA0348                          SUPERSEDED SURVEY CONTROL
 GA0348
 GA0348  NGVD 29 (??/??/92)  544.858  (m)         1787.59   (f) ADJ UNCH    2 0
 GA0348
 GA0348.Superseded values are not recommended for survey control.
 GA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0348.See file dsdata.txt to determine how the superseded data were derived.
 GA0348
 GA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA874500(NAD 83)
 GA0348_MARKER: DD = SURVEY DISK
 GA0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0348_SP_SET: OVERPASS
 GA0348_MARK LOGO: TNHD  
 GA0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0348
 GA0348  HISTORY     - Date     Condition        Report By
 GA0348  HISTORY     - UNK      MONUMENTED       TNHD
 GA0348  HISTORY     - 1961     GOOD             NGS
 GA0348
 GA0348                          STATION DESCRIPTION
 GA0348
 GA0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0348'IN BRISTOL.
 GA0348'THIS BENCH MARK IS AT THE U.S. HIGHWAY 11W OVERPASS OVER INTERSTATE
 GA0348'HIGHWAY 81 IN WEST BRISTOL.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA0348'IN WALKWAY AT THE SOUTHWEST END OF THE WEST BOUND TRAFFIC LANES
 GA0348'OF THE OVERPASS, 19.5 FT. SOUTH OF THE CENTER OF WEST BOUND
 GA0348'TRAFFIC LANES AND 1 FT. WEST OF THE EAST END OF THE WALKWAY, AND
 GA0348'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0836 ***********************************************************************
 GC0836  DESIGNATION -  HILL
 GC0836  PID         -  GC0836
 GC0836  STATE/COUNTY-  TN/DAVIDSON
 GC0836  USGS QUAD   -  OAK HILL (1968)
 GC0836
 GC0836                         *CURRENT SURVEY CONTROL
 GC0836  ___________________________________________________________________
 GC0836* NAD 83(1995)-  36 03 29.11644(N)    086 51 14.55704(W)     ADJUSTED  
 GC0836* NAVD 88     -       199.597  (meters)     654.84   (feet)  ADJUSTED  
 GC0836  ___________________________________________________________________
 GC0836  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC0836  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0836  DYNAMIC HT  -         199.424 (meters)     654.28  (feet)  COMP
 GC0836  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC0836
 GC0836  HORZ ORDER  -  SECOND
 GC0836  VERT ORDER  -  SECOND    CLASS 0
 GC0836
 GC0836.The horizontal coordinates were established by classical geodetic methods
 GC0836.and adjusted by the National Geodetic Survey in April 1999..
 GC0836
 GC0836.The orthometric height was determined by differential leveling
 GC0836.and adjusted by the National Geodetic Survey in June 1991..
 GC0836
 GC0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0836
 GC0836.The geoid height was determined by GEOID03.
 GC0836
 GC0836.The dynamic height is computed by dividing the NAVD 88
 GC0836.geopotential number by the normal gravity value computed on the
 GC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0836.degrees latitude (g = 980.6199 gals.).
 GC0836
 GC0836.The modeled gravity was interpolated from observed gravity values.
 GC0836
 GC0836;                    North         East     Units Scale Factor Converg.
 GC0836;SPC TN       -   191,696.278   523,057.149   MT  0.99995602   -0 29 60.0
 GC0836;SPC TN       -   628,923.54  1,716,063.33   sFT  0.99995602   -0 29 60.0
 GC0836;UTM  16      - 3,990,401.137   513,145.052   MT  0.99960213   +0 05 09.3
 GC0836
 GC0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0836!SPC TN       -   0.99997323  x   0.99995602  =   0.99992925
 GC0836!UTM  16      -   0.99997323  x   0.99960213  =   0.99957537
 GC0836
 GC0836|---------------------------------------------------------------------|
 GC0836| PID    Reference Object                     Distance      Geod. Az  |
 GC0836|                                                           dddmmss.s |
 GC0836| GC0837 HILL RM 1                            27.455 METERS 03528     |
 GC0836| GC0835 HILL RM 2                            26.144 METERS 21207     |
 GC0836| GC0830 SNEED                               APPROX. 4.8 KM 2141211.5 |
 GC0836| GC0834 HILL AZ MK                                         2164041.3 |
 GC0836|---------------------------------------------------------------------|
 GC0836
 GC0836                          SUPERSEDED SURVEY CONTROL
 GC0836
 GC0836  NAD 83(1995)-  36 03 29.11884(N)    086 51 14.55889(W) AD(       ) 2
 GC0836  NAD 83(1995)-  36 03 29.11979(N)    086 51 14.55909(W) AD(       ) 2
 GC0836  NAD 83(1986)-  36 03 29.12710(N)    086 51 14.56042(W) AD(       ) 2
 GC0836  NAD 27      -  36 03 28.90790(N)    086 51 14.55550(W) AD(       ) 2
 GC0836  NGVD 29 (??/??/92)  199.612  (m)          654.89   (f) ADJ UNCH    2 0
 GC0836
 GC0836.Superseded values are not recommended for survey control.
 GC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0836.See file dsdata.txt to determine how the superseded data were derived.
 GC0836
 GC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1314590401(NAD 83)
 GC0836_MARKER: DD = SURVEY DISK
 GC0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0836_STAMPING: HILL 1963
 GC0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0836+STABILITY: SURFACE MOTION
 GC0836
 GC0836  HISTORY     - Date     Condition        Report By
 GC0836  HISTORY     - 1963     MONUMENTED       TNHD
 GC0836  HISTORY     - 1963     GOOD             TNHD
 GC0836
 GC0836                          STATION DESCRIPTION
 GC0836
 GC0836'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0836'5 MI S FROM NASHVILLE.
 GC0836'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 4.0 MILES SOUTH
 GC0836'ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.  THE MARK IS 37
 GC0836'FEET SOUTHWEST OF A 12-INCH ELM TREE, 31 FEET NORTH OF THE
 GC0836'TELEPHONE POLE NO. 90, AND 27 FEET EAST OF THE CENTER LINE OF
 GC0836'U.S. HIGHWAY 431.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0836'MONUMENT.
 GC0836
 GC0836                          STATION RECOVERY (1963)
 GC0836
 GC0836'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC0836'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF NASHVILLE.
 GC0836'
 GC0836'TO REACH THE STATION FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO
 GC0836'4.0 MILES SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.
 GC0836'
 GC0836'THE STATION IS 37 FEET SOUTHWEST OF A 12-INCH ELM TREE, 31 FEET NORTH
 GC0836'OF THE TELEPHONE POLE NO. 90, AND 27 FEET EAST OF THE APPROXIMATE
 GC0836'CENTER OF U.S. HIGHWAY 431. THE SURFACE AND UNDERGROUND MARKS ARE
 GC0836'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GC0836'STAMPED HILL 1963.
 GC0836'
 GC0836'REFERENCE MARK NO. 1 IS 52 FEET SOUTHWEST OF THE TELEPHONE POLE NO
 GC0836'89, 30 FEET EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 431, AND
 GC0836'23 FEET NORTH OF AN 8-INCH HACKBERRY TREE. THE MARK IS A STANDARD
 GC0836'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0836'CONCRETE MONUMENT AND THE DISK IS STAMPED HILL RM-1 1963.
 GC0836'
 GC0836'REFERENCE MARK NO. 2 IS 56 FEET SOUTH OF THE TELEPHONE POLE NO. 90,
 GC0836'30 FEET EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 431, AND
 GC0836'17 FEET WEST OF A TWIN-TRUNKED 12-INCH ELM TREE. THE MARK IS A
 GC0836'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 12-INCH ROUND
 GC0836'CONCRETE MONUMENT, 3 INCHES BELOW THE SURFACE, AND THE DISK IS
 GC0836'STAMPED HILL RM-2 1963.
 GC0836'
 GC0836'THE AZIMUTH MARK IS 29 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC0836'HIGHWAY 431, 11 FEET EAST OF A WIRE FENCE, AND 3 FEET NORTH OF A
 GC0836'POWER POLE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0836'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0836'STAMPED HILL AZI 1963.
 GC0836'
 GC0836'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.15 MILE SOUTH
 GC0836'ON U.S. HIGHWAY 431 TO THE MARK ON THE RIGHT.
 GC0836'
 GC0836'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0406 ***********************************************************************
 FD0406  DESIGNATION -  HILL
 FD0406  PID         -  FD0406
 FD0406  STATE/COUNTY-  TN/GILES
 FD0406  USGS QUAD   -  TARPLEY (1982)
 FD0406
 FD0406                         *CURRENT SURVEY CONTROL
 FD0406  ___________________________________________________________________
 FD0406* NAD 83(1995)-  35 13 30.35967(N)    086 53 21.67396(W)     ADJUSTED  
 FD0406* NAVD 88     -       285.547  (meters)     936.83   (feet)  ADJUSTED  
 FD0406  ___________________________________________________________________
 FD0406  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FD0406  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0406  DYNAMIC HT  -         285.281 (meters)     935.96  (feet)  COMP
 FD0406  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FD0406
 FD0406  HORZ ORDER  -  SECOND
 FD0406  VERT ORDER  -  SECOND    CLASS 0
 FD0406
 FD0406.The horizontal coordinates were established by classical geodetic methods
 FD0406.and adjusted by the National Geodetic Survey in April 1999..
 FD0406
 FD0406.The orthometric height was determined by differential leveling
 FD0406.and adjusted by the National Geodetic Survey in June 1991..
 FD0406
 FD0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0406
 FD0406.The geoid height was determined by GEOID03.
 FD0406
 FD0406.The dynamic height is computed by dividing the NAVD 88
 FD0406.geopotential number by the normal gravity value computed on the
 FD0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0406.degrees latitude (g = 980.6199 gals.).
 FD0406
 FD0406.The modeled gravity was interpolated from observed gravity values.
 FD0406
 FD0406;                    North         East     Units Scale Factor Converg.
 FD0406;SPC TN       -    99,309.872   519,036.226   MT  1.00000449   -0 31 14.4
 FD0406;SPC TN       -   325,819.14  1,702,871.35   sFT  1.00000449   -0 31 14.4
 FD0406;UTM  16      - 3,898,011.860   510,068.916   MT  0.99960125   +0 03 49.8
 FD0406
 FD0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0406!SPC TN       -   0.99995952  x   1.00000449  =   0.99996401
 FD0406!UTM  16      -   0.99995952  x   0.99960125  =   0.99956079
 FD0406
 FD0406|---------------------------------------------------------------------|
 FD0406| PID    Reference Object                     Distance      Geod. Az  |
 FD0406|                                                           dddmmss.s |
 FD0406| FD0407 HILL RM 1                             8.000 METERS 23555     |
 FD0406| FD0408 HILL RM 2                             8.212 METERS 33716     |
 FD0406| FD0404 BEECH                               APPROX. 0.9 KM 3534806.5 |
 FD0406|---------------------------------------------------------------------|
 FD0406
 FD0406                          SUPERSEDED SURVEY CONTROL
 FD0406
 FD0406  NAD 83(1995)-  35 13 30.36172(N)    086 53 21.67397(W) AD(       ) 2
 FD0406  NAD 83(1995)-  35 13 30.36465(N)    086 53 21.67659(W) AD(       ) 2
 FD0406  NAD 83(1986)-  35 13 30.36872(N)    086 53 21.67506(W) AD(       ) 2
 FD0406  NAD 27      -  35 13 30.08380(N)    086 53 21.66400(W) AD(       ) 2
 FD0406  NGVD 29 (??/??/92)  285.523  (m)          936.75   (f) ADJ UNCH    2 0
 FD0406
 FD0406.Superseded values are not recommended for survey control.
 FD0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0406.See file dsdata.txt to determine how the superseded data were derived.
 FD0406
 FD0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1006998012(NAD 83)
 FD0406_MARKER: DE = TRAVERSE STATION DISK
 FD0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0406_STAMPING: HILL 1960
 FD0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0406+STABILITY: SURFACE MOTION
 FD0406
 FD0406  HISTORY     - Date     Condition        Report By
 FD0406  HISTORY     - 1960     MONUMENTED       CGS
 FD0406  HISTORY     - 1960     GOOD             CGS
 FD0406
 FD0406                          STATION DESCRIPTION
 FD0406
 FD0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0406'THE STATION IS LOCATED ON THE PROPERTY OF MR HOWARD GEORGE, ABOUT 3
 FD0406'MILES NORTHWEST OF
 FD0406'FRANKEWING, AND ABOUT 0.4 MILE SOUTH OF THE BEECH
 FD0406'HILL HIGH SCHOOL.
 FD0406'
 FD0406'TO REACH THE STATION FROM THE BEECH HILL HIGH SCHOOL, IN THE SMALL
 FD0406'SETTLEMENT OF
 FD0406'BEECH HILL, GO SOUTH ON A HARD SURFACE ROAD FOR 0.35 MILE TO
 FD0406'A T FENCE CORNER ON THE RIGHT,
 FD0406'AND THE END OF TRUCK TRAVEL.  PACK
 FD0406'WEST, ON THE NORTH SIDE OF A WIRE FENCE, ABOUT
 FD0406'200 YARDS TO THE
 FD0406'STATION, JUST BELOW THE SUMMIT OF THE HILL.
 FD0406'
 FD0406'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0406'MONUMENT, STAMPED
 FD0406'HILL 1960, AND SET FLUSH.  IT IS 8 FEET NORTH OF A
 FD0406'WIRE FENCE, 5.1 FEET NORTH OF A
 FD0406'WITNESS SIGN, AND ON THE EASTERN
 FD0406'SLOPE OF THE HILL.
 FD0406'
 FD0406'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0406'STAMPED HILL NO 1
 FD0406'1960, AND SET FLUSH.  IT IS 24.9 FEET SOUTHWEST OF
 FD0406'A WITNESS SIGN, 5 INCHES NORTH OF A
 FD0406'WORE FENCE, AND SET ABOUT 3 FEET
 FD0406'HIGHER THAN THE STATION MARK.
 FD0406'
 FD0406'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0406'STAMPED HILL NO 2
 FD0406'1960, AND SET FLUSH.  IT IS 32.0 FEET NORTH OF A
 FD0406'WITNESS SIGN, AND SET ABOUT THE SAME
 FD0406'ELEVATION AS THE STATION MARK.
 FD0406'
 FD0406'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0406'41.3 FEET.
 FD0406'
 FD0406'AN AZIMUTH MARK WAS NOT SET FOR THIS STATION, TRAVERSE STATION BEECH
 FD0406'WILL SERVE AS THE
 FD0406'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0406'
 FD0406'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FD0406
 FD0406                          STATION RECOVERY (1960)
 FD0406
 FD0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0406'0.3 MI S FROM BEECH HILL.
 FD0406'FROM THE BEECH HILL SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED
 FD0406'ROAD FOR 0.3 MILE TO A T FENCE CORNER ON THE RIGHT, THEN GO
 FD0406'ABOUT 200 YARDS WEST JUST BELOW THE SUMMIT OF THE HILL TO THE
 FD0406'STATION.  THE STATION MARK IS 8 FT. NORTH OF A WIRE FENCE, 5.1
 FD0406'FT. NORTH OF A WITNESS SIGN, AND ON THE EASTERN SLOPE OF THE
 FD0406'HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0406'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2539 ***********************************************************************
 GB2539  DESIGNATION -  HILL
 GB2539  PID         -  GB2539
 GB2539  STATE/COUNTY-  TN/ANDERSON
 GB2539  USGS QUAD   -  NORRIS (1990)
 GB2539
 GB2539                         *CURRENT SURVEY CONTROL
 GB2539  ___________________________________________________________________
 GB2539* NAD 83(1995)-  36 12 32.50341(N)    084 04 15.28175(W)     ADJUSTED  
 GB2539* NAVD 88     -       420.6    (meters)    1380.     (feet)  VERTCON   
 GB2539  ___________________________________________________________________
 GB2539  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 GB2539  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB2539
 GB2539  HORZ ORDER  -  SECOND
 GB2539
 GB2539.The horizontal coordinates were established by classical geodetic methods
 GB2539.and adjusted by the National Geodetic Survey in April 1999..
 GB2539
 GB2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2539
 GB2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2539
 GB2539.The geoid height was determined by GEOID03.
 GB2539
 GB2539;                    North         East     Units Scale Factor Converg.
 GB2539;SPC TN       -   209,818.114   773,457.082   MT  0.99996976   +1 07 45.7
 GB2539;SPC TN       -   688,378.26  2,537,583.78   sFT  0.99996976   +1 07 45.7
 GB2539;UTM  16      - 4,011,111.414   763,328.292   MT  1.00045447   +1 43 52.7
 GB2539;UTM  17      - 4,011,506.259   223,918.015   MT  1.00053925   -1 48 54.8
 GB2539
 GB2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2539!SPC TN       -   0.99993877  x   0.99996976  =   0.99990853
 GB2539!UTM  16      -   0.99993877  x   1.00045447  =   1.00039321
 GB2539!UTM  17      -   0.99993877  x   1.00053925  =   1.00047799
 GB2539
 GB2539|---------------------------------------------------------------------|
 GB2539| PID    Reference Object                     Distance      Geod. Az  |
 GB2539|                                                           dddmmss.s |
 GB2539| DC2155 HILL RM 1                             8.995 METERS 06921     |
 GB2539| DC2156 HILL RM 2                             6.921 METERS 19256     |
 GB2539| GB0643 HILL AZ MK                          APPROX. 1.3 KM 3131910.1 |
 GB2539|---------------------------------------------------------------------|
 GB2539
 GB2539                          SUPERSEDED SURVEY CONTROL
 GB2539
 GB2539  NAD 83(1995)-  36 12 32.50768(N)    084 04 15.28578(W) AD(       ) 2
 GB2539  NAD 83(1995)-  36 12 32.50878(N)    084 04 15.28510(W) AD(       ) 2
 GB2539  NAD 83(1986)-  36 12 32.51563(N)    084 04 15.28087(W) AD(       ) 2
 GB2539  NAD 27      -  36 12 32.23878(N)    084 04 15.57607(W) AD(       ) 2
 GB2539  NGVD 29 (07/19/86)  420.7    (m)         1380.     (f) VERT ANG       
 GB2539
 GB2539.Superseded values are not recommended for survey control.
 GB2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2539.See file dsdata.txt to determine how the superseded data were derived.
 GB2539
 GB2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6332811111(NAD 83)
 GB2539_MARKER: DD = SURVEY DISK
 GB2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2539
 GB2539  HISTORY     - Date     Condition        Report By
 GB2539  HISTORY     - 1964     MONUMENTED       TNHD
 GB2539
 GB2539                          STATION DESCRIPTION
 GB2539
 GB2539'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2539'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF NORRIS.
 GB2539'
 GB2539'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO 0.3 MILE
 GB2539'NORTHWEST ON A TRACK ROAD TO
 GB2539'A FORK, KEEP RIGHT AND GO 0.2 MILE TO ANOTHER FORK,
 GB2539'KEEP RIGHT AND GO 0.2 MILE TO A
 GB2539'THIRD FORK, TURN RIGHT AND GO 0.3
 GB2539'MILE TO A T-ROAD, TURN LEFT AND GO 0.05 MILE TO A
 GB2539'FORK, KEEP LEFT AND
 GB2539'GO 0.2 MILE TO A SMALL OPEN WEEDEN SHELTER AND THE STATION.
 GB2539'
 GB2539'THE STATION IS 31 FEET WEST OF THE APPROXIMATE CENTER OF THE SHELTER,
 GB2539'9 FEET SOUTH OF AN
 GB2539'18-INCH OAK TREE AND 9 FEET EAST OF A 24-INCH OAK TREE.
 GB2539'THE SURFACE AND UNDERGROUND
 GB2539'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2539'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2539'HILL 1964.  THE
 GB2539'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB2539'SURFACE DISK IS
 GB2539'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2539'
 GB2539'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB2539'THE SHELTER AND 13 FEET
 GB2539'SOUTHWEST OF A 18-INCH OAK TREE.  IT IS A STANDARD
 GB2539'TENNESSEE HIGHWAY DEPARTMENT
 GB2539'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2539'CONCRETE MONUMENT AND THE DISK IS STAMPED HILL
 GB2539'RM-1 1964.
 GB2539'
 GB2539'REFERENCE MARK NO. 2 IS 42 FEET NORTHWEST OF A 40-INCH OAK TREE, 37
 GB2539'FEET WEST OF THE
 GB2539'APPROXIMATE CENTER OF THE WOODEN SHELTER AND 18 FEET EAST OF A
 GB2539'12-INCH OAK TREE.  IT IS
 GB2539'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2539'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2539'MONUMENT AND THE DISK IS
 GB2539'STAMPED HILL RM-2 1964.
 GB2539'
 GB2539'THE AZIMUTH MARK IS 19 FEET EAST OF A 10-INCH MULBERRY TREE, 19.0
 GB2539'FEET EAST OF A WITNESS POST
 GB2539'AND 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2539'U.S.  HIGHWAY 441.  IT IS A
 GB2539'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2539'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2539'MONUMENT AND THE DISK
 GB2539'IS STAMPED HILL AZI 1964.
 GB2539'
 GB2539'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF NORRIS DAM, GO 0.75
 GB2539'MILE SOUTHEAST ON
 GB2539'U.S.  HIGHWAY 441 TO THE MARK ON THE RIGHT.
 GB2539'
 GB2539'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2539'
 GB2539'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0643 ***********************************************************************
 GB0643  DESIGNATION -  HILL AZ MK
 GB0643  PID         -  GB0643
 GB0643  STATE/COUNTY-  TN/ANDERSON
 GB0643  USGS QUAD   -  NORRIS (1990)
 GB0643
 GB0643                         *CURRENT SURVEY CONTROL
 GB0643  ___________________________________________________________________
 GB0643* NAD 83(1995)-  36 13 01.82435(N)    084 04 53.65567(W)     ADJUSTED  
 GB0643* NAVD 88     -       270.211  (meters)     886.52   (feet)  ADJUSTED  
 GB0643  ___________________________________________________________________
 GB0643  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 GB0643  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0643  DYNAMIC HT  -         269.967 (meters)     885.72  (feet)  COMP
 GB0643  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0643
 GB0643  HORZ ORDER  -  SECOND
 GB0643  VERT ORDER  -  SECOND    CLASS 0
 GB0643
 GB0643.The horizontal coordinates were established by classical geodetic methods
 GB0643.and adjusted by the National Geodetic Survey in April 1999..
 GB0643
 GB0643.The orthometric height was determined by differential leveling
 GB0643.and adjusted by the National Geodetic Survey in June 1991..
 GB0643
 GB0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0643
 GB0643.The geoid height was determined by GEOID03.
 GB0643
 GB0643.The dynamic height is computed by dividing the NAVD 88
 GB0643.geopotential number by the normal gravity value computed on the
 GB0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0643.degrees latitude (g = 980.6199 gals.).
 GB0643
 GB0643.The modeled gravity was interpolated from observed gravity values.
 GB0643
 GB0643;                    North         East     Units Scale Factor Converg.
 GB0643;SPC TN       -   210,702.834   772,481.031   MT  0.99997069   +1 07 23.2
 GB0643;SPC TN       -   691,280.88  2,534,381.52   sFT  0.99997069   +1 07 23.2
 GB0643;UTM  16      - 4,011,986.249   762,342.525   MT  1.00044808   +1 43 31.2
 GB0643;UTM  17      - 4,012,440.488   222,988.174   MT  1.00054559   -1 49 18.8
 GB0643
 GB0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0643!SPC TN       -   0.99996236  x   0.99997069  =   0.99993305
 GB0643!UTM  16      -   0.99996236  x   1.00044808  =   1.00041042
 GB0643!UTM  17      -   0.99996236  x   1.00054559  =   1.00050793
 GB0643
 GB0643                          SUPERSEDED SURVEY CONTROL
 GB0643
 GB0643  NAD 83(1995)-  36 13 01.82847(N)    084 04 53.65986(W) AD(       ) 2
 GB0643  NAD 83(1995)-  36 13 01.82965(N)    084 04 53.65932(W) AD(       ) 2
 GB0643  NAD 83(1986)-  36 13 01.83646(N)    084 04 53.65480(W) AD(       ) 2
 GB0643  NAD 27      -  36 13 01.56025(N)    084 04 53.94825(W) AD(       ) 2
 GB0643  NGVD 29 (??/??/??)  270.39   (m)          887.1    (f) RESET       3  
 GB0643
 GB0643.Superseded values are not recommended for survey control.
 GB0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0643.See file dsdata.txt to determine how the superseded data were derived.
 GB0643
 GB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6234311986(NAD 83)
 GB0643_MARKER: DZ = AZIMUTH MARK DISK
 GB0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0643_STAMPING: HILL AZ 1964
 GB0643_MARK LOGO: TNHD  
 GB0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0643+STABILITY: SURFACE MOTION
 GB0643
 GB0643  HISTORY     - Date     Condition        Report By
 GB0643  HISTORY     - 1964     MONUMENTED       TNHD
 GB0643  HISTORY     - 1964     GOOD             TNHD
 GB0643
 GB0643                          STATION DESCRIPTION
 GB0643
 GB0643'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0643'THE AZIMUTH MARK IS 19 FEET EAST OF A 10-INCH MULBERRY TREE, 19.0
 GB0643'FEET EAST OF A WITNESS POST
 GB0643'AND 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0643'U.S.  HIGHWAY 441.  IT IS A
 GB0643'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0643'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0643'MONUMENT AND THE DISK
 GB0643'IS STAMPED HILL AZI 1964.
 GB0643'
 GB0643'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO 0.3 MILE
 GB0643'NORTHWEST ON A TRACK ROAD TO
 GB0643'A FORK, KEEP RIGHT AND GO 0.2 MILE TO ANOTHER FORK,
 GB0643'KEEP RIGHT AND GO 0.2 MILE TO A
 GB0643'THIRD FORK, TURN RIGHT AND GO 0.3
 GB0643'MILE TO A T-ROAD, TURN LEFT AND GO 0.05 MILE TO A
 GB0643'FORK, KEEP LEFT AND
 GB0643'GO 0.2 MILE TO A SMALL OPEN WEEDEN SHELTER AND THE STATION.
 GB0643
 GB0643                          STATION RECOVERY (1964)
 GB0643
 GB0643'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0643'2.1 MI NE FROM NORRIS.
 GB0643'FROM THE EAST SIDE OF NORRIS DAM, GO 0.75 MILE SOUTHEAST ON U.S.
 GB0643'HIGHWAY 441 TO THE MARK ON THE RIGHT.  THE MARK IS 19 FEET EAST
 GB0643'OF A 10-INCH MULBERRY TREE, 19.0 FEET EAST OF A METAL WITNESS
 GB0643'POST SIGN AND 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0643'U.S. HIGHWAY 441.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0643'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT,
 GB0643'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0834 ***********************************************************************
 GC0834  DESIGNATION -  HILL AZ MK
 GC0834  PID         -  GC0834
 GC0834  STATE/COUNTY-  TN/DAVIDSON
 GC0834  USGS QUAD   -  OAK HILL (1968)
 GC0834
 GC0834                         *CURRENT SURVEY CONTROL
 GC0834  ___________________________________________________________________
 GC0834* NAD 83(1986)-  36 03 22.     (N)    086 51 21.     (W)     SCALED    
 GC0834* NAVD 88     -       201.733  (meters)     661.85   (feet)  ADJUSTED  
 GC0834  ___________________________________________________________________
 GC0834  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0834  DYNAMIC HT  -         201.557 (meters)     661.27  (feet)  COMP
 GC0834  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GC0834
 GC0834  VERT ORDER  -  SECOND    CLASS 0
 GC0834
 GC0834.The horizontal coordinates were scaled from a topographic map and have
 GC0834.an estimated accuracy of +/- 6 seconds.
 GC0834
 GC0834.The orthometric height was determined by differential leveling
 GC0834.and adjusted by the National Geodetic Survey in June 1991..
 GC0834
 GC0834.The geoid height was determined by GEOID03.
 GC0834
 GC0834.The dynamic height is computed by dividing the NAVD 88
 GC0834.geopotential number by the normal gravity value computed on the
 GC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0834.degrees latitude (g = 980.6199 gals.).
 GC0834
 GC0834.The modeled gravity was interpolated from observed gravity values.
 GC0834
 GC0834;                    North         East    Units  Estimated Accuracy
 GC0834;SPC TN       -   191,480.      522,890.      MT  (+/- 180 meters Scaled)
 GC0834
 GC0834                          SUPERSEDED SURVEY CONTROL
 GC0834
 GC0834  NGVD 29 (??/??/??)  201.78   (m)          662.0    (f) RESET       3  
 GC0834
 GC0834.Superseded values are not recommended for survey control.
 GC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0834.See file dsdata.txt to determine how the superseded data were derived.
 GC0834
 GC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE129901(NAD 83)
 GC0834_MARKER: DD = SURVEY DISK
 GC0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0834_STAMPING: HILL AZI 1963
 GC0834_MARK LOGO: TNHD  
 GC0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0834+STABILITY: SURFACE MOTION
 GC0834
 GC0834  HISTORY     - Date     Condition        Report By
 GC0834  HISTORY     - 1963     MONUMENTED       TNHD
 GC0834
 GC0834                          STATION DESCRIPTION
 GC0834
 GC0834'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0834'5 MI S FROM NASHVILLE.
 GC0834'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 5.0 MILES SOUTH
 GC0834'ON U.S. HIGHWAY 431 TO THE MARK ON THE RIGHT.  THE MARK IS 29
 GC0834'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 431, 11 FEET EAST
 GC0834'OF A WIRE FENCE, AND 3 FEET NORTH OF A POWER POLE.  IT IS SET
 GC0834'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0837 ***********************************************************************
 GC0837  DESIGNATION -  HILL RM 1
 GC0837  PID         -  GC0837
 GC0837  STATE/COUNTY-  TN/DAVIDSON
 GC0837  USGS QUAD   -  OAK HILL (1968)
 GC0837
 GC0837                         *CURRENT SURVEY CONTROL
 GC0837  ___________________________________________________________________
 GC0837* NAD 83(1986)-  36 03 29.     (N)    086 51 14.     (W)     SCALED    
 GC0837* NAVD 88     -       200.176  (meters)     656.74   (feet)  ADJUSTED  
 GC0837  ___________________________________________________________________
 GC0837  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0837  DYNAMIC HT  -         200.002 (meters)     656.17  (feet)  COMP
 GC0837  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC0837
 GC0837  VERT ORDER  -  SECOND    CLASS 0
 GC0837
 GC0837.The horizontal coordinates were scaled from a topographic map and have
 GC0837.an estimated accuracy of +/- 6 seconds.
 GC0837
 GC0837.The orthometric height was determined by differential leveling
 GC0837.and adjusted by the National Geodetic Survey in June 1991..
 GC0837
 GC0837.The geoid height was determined by GEOID03.
 GC0837
 GC0837.The dynamic height is computed by dividing the NAVD 88
 GC0837.geopotential number by the normal gravity value computed on the
 GC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0837.degrees latitude (g = 980.6199 gals.).
 GC0837
 GC0837.The modeled gravity was interpolated from observed gravity values.
 GC0837
 GC0837;                    North         East    Units  Estimated Accuracy
 GC0837;SPC TN       -   191,690.      523,070.      MT  (+/- 180 meters Scaled)
 GC0837
 GC0837                          SUPERSEDED SURVEY CONTROL
 GC0837
 GC0837  NGVD 29 (??/??/92)  200.191  (m)          656.79   (f) ADJ UNCH    2 0
 GC0837
 GC0837.Superseded values are not recommended for survey control.
 GC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0837.See file dsdata.txt to determine how the superseded data were derived.
 GC0837
 GC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE131903(NAD 83)
 GC0837_MARKER: DD = SURVEY DISK
 GC0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0837_STAMPING: HILL RM-1 1963
 GC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0837+STABILITY: SURFACE MOTION
 GC0837
 GC0837  HISTORY     - Date     Condition        Report By
 GC0837  HISTORY     - 1963     MONUMENTED       TNHD
 GC0837
 GC0837                          STATION DESCRIPTION
 GC0837
 GC0837'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0837'5 MI S FROM NASHVILLE.
 GC0837'THE MARK IS LOCATED AT THE HILL 1963 STATION SITE, 52 FEET
 GC0837'SOUTHWEST OF THE TELEPHONE POLE NO. 89, 30 FEET EAST OF THE
 GC0837'CENTER LINE OF U.S. HIGHWAY 431, AND 23 FEET NORTH OF AN 8-INCH
 GC0837'HACKBERRY TREE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0837'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0407 ***********************************************************************
 FD0407  DESIGNATION -  HILL RM 1
 FD0407  PID         -  FD0407
 FD0407  STATE/COUNTY-  TN/GILES
 FD0407  USGS QUAD   -  TARPLEY (1982)
 FD0407
 FD0407                         *CURRENT SURVEY CONTROL
 FD0407  ___________________________________________________________________
 FD0407* NAD 83(1986)-  35 13 30.     (N)    086 53 21.     (W)     SCALED    
 FD0407* NAVD 88     -       286.548  (meters)     940.12   (feet)  ADJUSTED  
 FD0407  ___________________________________________________________________
 FD0407  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0407  DYNAMIC HT  -         286.282 (meters)     939.24  (feet)  COMP
 FD0407  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FD0407
 FD0407  VERT ORDER  -  SECOND    CLASS 0
 FD0407
 FD0407.The horizontal coordinates were scaled from a topographic map and have
 FD0407.an estimated accuracy of +/- 6 seconds.
 FD0407
 FD0407.The orthometric height was determined by differential leveling
 FD0407.and adjusted by the National Geodetic Survey in June 1991..
 FD0407
 FD0407.The geoid height was determined by GEOID03.
 FD0407
 FD0407.The dynamic height is computed by dividing the NAVD 88
 FD0407.geopotential number by the normal gravity value computed on the
 FD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0407.degrees latitude (g = 980.6199 gals.).
 FD0407
 FD0407.The modeled gravity was interpolated from observed gravity values.
 FD0407
 FD0407;                    North         East    Units  Estimated Accuracy
 FD0407;SPC TN       -    99,300.      519,050.      MT  (+/- 180 meters Scaled)
 FD0407
 FD0407                          SUPERSEDED SURVEY CONTROL
 FD0407
 FD0407  NGVD 29 (??/??/92)  286.524  (m)          940.04   (f) ADJ UNCH    2 0
 FD0407
 FD0407.Superseded values are not recommended for survey control.
 FD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0407.See file dsdata.txt to determine how the superseded data were derived.
 FD0407
 FD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED100980(NAD 83)
 FD0407_MARKER: DR = REFERENCE MARK DISK
 FD0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0407_STAMPING: HILL NO 1 1960
 FD0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0407+STABILITY: SURFACE MOTION
 FD0407
 FD0407  HISTORY     - Date     Condition        Report By
 FD0407  HISTORY     - 1960     MONUMENTED       CGS
 FD0407
 FD0407                          STATION DESCRIPTION
 FD0407
 FD0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0407'0.3 MI S FROM BEECH HILL.
 FD0407'THIS MARK IS LOCATED AT THE HILL 1960 STATION SITE, 26.2 FT.
 FD0407'SOUTHWEST OF THE STATION MARK, 24.9 FT. SOUTHWEST OF A WITNESS
 FD0407'SIGN, AND 0.5 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN
 FD0407'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0835 ***********************************************************************
 GC0835  DESIGNATION -  HILL RM 2
 GC0835  PID         -  GC0835
 GC0835  STATE/COUNTY-  TN/DAVIDSON
 GC0835  USGS QUAD   -  OAK HILL (1968)
 GC0835
 GC0835                         *CURRENT SURVEY CONTROL
 GC0835  ___________________________________________________________________
 GC0835* NAD 83(1986)-  36 03 29.     (N)    086 51 14.     (W)     SCALED    
 GC0835* NAVD 88     -       198.786  (meters)     652.18   (feet)  ADJUSTED  
 GC0835  ___________________________________________________________________
 GC0835  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0835  DYNAMIC HT  -         198.614 (meters)     651.62  (feet)  COMP
 GC0835  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC0835
 GC0835  VERT ORDER  -  SECOND    CLASS 0
 GC0835
 GC0835.The horizontal coordinates were scaled from a topographic map and have
 GC0835.an estimated accuracy of +/- 6 seconds.
 GC0835
 GC0835.The orthometric height was determined by differential leveling
 GC0835.and adjusted by the National Geodetic Survey in June 1991..
 GC0835
 GC0835.The geoid height was determined by GEOID03.
 GC0835
 GC0835.The dynamic height is computed by dividing the NAVD 88
 GC0835.geopotential number by the normal gravity value computed on the
 GC0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0835.degrees latitude (g = 980.6199 gals.).
 GC0835
 GC0835.The modeled gravity was interpolated from observed gravity values.
 GC0835
 GC0835;                    North         East    Units  Estimated Accuracy
 GC0835;SPC TN       -   191,690.      523,070.      MT  (+/- 180 meters Scaled)
 GC0835
 GC0835                          SUPERSEDED SURVEY CONTROL
 GC0835
 GC0835  NGVD 29 (??/??/92)  198.802  (m)          652.24   (f) ADJ UNCH    2 0
 GC0835
 GC0835.Superseded values are not recommended for survey control.
 GC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0835.See file dsdata.txt to determine how the superseded data were derived.
 GC0835
 GC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE131903(NAD 83)
 GC0835_MARKER: DD = SURVEY DISK
 GC0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0835_STAMPING: HILL RM-2 1963
 GC0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0835+STABILITY: SURFACE MOTION
 GC0835
 GC0835  HISTORY     - Date     Condition        Report By
 GC0835  HISTORY     - 1963     MONUMENTED       TNHD
 GC0835
 GC0835                          STATION DESCRIPTION
 GC0835
 GC0835'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0835'5 MI S FROM NASHVILLE.
 GC0835'THE MARK IS LOCATED AT THE HILL 1963 STATION SITE, 56 FEET SOUTH
 GC0835'OF THE TELEPHONE POLE NO. 90, 30 FEET EAST OF THE CENTER LINE OF
 GC0835'U.S. HIGHWAY 431, AND 17 FEET WEST OF A TWIN-TRUNKED 12-INCH ELM
 GC0835'TREE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0408 ***********************************************************************
 FD0408  DESIGNATION -  HILL RM 2
 FD0408  PID         -  FD0408
 FD0408  STATE/COUNTY-  TN/GILES
 FD0408  USGS QUAD   -  TARPLEY (1982)
 FD0408
 FD0408                         *CURRENT SURVEY CONTROL
 FD0408  ___________________________________________________________________
 FD0408* NAD 83(1986)-  35 13 30.     (N)    086 53 21.     (W)     SCALED    
 FD0408* NAVD 88     -       285.781  (meters)     937.60   (feet)  ADJUSTED  
 FD0408  ___________________________________________________________________
 FD0408  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0408  DYNAMIC HT  -         285.516 (meters)     936.73  (feet)  COMP
 FD0408  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FD0408
 FD0408  VERT ORDER  -  SECOND    CLASS 0
 FD0408
 FD0408.The horizontal coordinates were scaled from a topographic map and have
 FD0408.an estimated accuracy of +/- 6 seconds.
 FD0408
 FD0408.The orthometric height was determined by differential leveling
 FD0408.and adjusted by the National Geodetic Survey in June 1991..
 FD0408
 FD0408.The geoid height was determined by GEOID03.
 FD0408
 FD0408.The dynamic height is computed by dividing the NAVD 88
 FD0408.geopotential number by the normal gravity value computed on the
 FD0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0408.degrees latitude (g = 980.6199 gals.).
 FD0408
 FD0408.The modeled gravity was interpolated from observed gravity values.
 FD0408
 FD0408;                    North         East    Units  Estimated Accuracy
 FD0408;SPC TN       -    99,300.      519,050.      MT  (+/- 180 meters Scaled)
 FD0408
 FD0408                          SUPERSEDED SURVEY CONTROL
 FD0408
 FD0408  NGVD 29 (??/??/92)  285.757  (m)          937.52   (f) ADJ UNCH    2 0
 FD0408
 FD0408.Superseded values are not recommended for survey control.
 FD0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0408.See file dsdata.txt to determine how the superseded data were derived.
 FD0408
 FD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED100980(NAD 83)
 FD0408_MARKER: DR = REFERENCE MARK DISK
 FD0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0408_STAMPING: HILL NO 2 1960
 FD0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0408+STABILITY: SURFACE MOTION
 FD0408
 FD0408  HISTORY     - Date     Condition        Report By
 FD0408  HISTORY     - 1960     MONUMENTED       CGS
 FD0408
 FD0408                          STATION DESCRIPTION
 FD0408
 FD0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0408'0.3 MI S FROM BEECH HILL.
 FD0408'THIS MARK IS LOCATED AT THE HILL 1960 STATION SITE, 27 FT.
 FD0408'NORTH OF THE STATION MARK, AND 32 FT. NORTH OF A WITNESS SIGN.
 FD0408'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0408'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1437 ***********************************************************************
 FC1437  DESIGNATION -  HILLSBORO
 FC1437  PID         -  FC1437
 FC1437  STATE/COUNTY-  TN/COFFEE
 FC1437  USGS QUAD   -  HILLSBORO (1983)
 FC1437
 FC1437                         *CURRENT SURVEY CONTROL
 FC1437  ___________________________________________________________________
 FC1437* NAD 83(1995)-  35 23 43.47546(N)    085 59 47.87611(W)     ADJUSTED  
 FC1437* NAVD 88     -       332.222  (meters)    1089.96   (feet)  ADJUSTED  
 FC1437  ___________________________________________________________________
 FC1437  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FC1437  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1437  DYNAMIC HT  -         331.902 (meters)    1088.92  (feet)  COMP
 FC1437  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FC1437
 FC1437  HORZ ORDER  -  SECOND
 FC1437  VERT ORDER  -  SECOND    CLASS 0
 FC1437
 FC1437.The horizontal coordinates were established by classical geodetic methods
 FC1437.and adjusted by the National Geodetic Survey in April 1999..
 FC1437
 FC1437.The orthometric height was determined by differential leveling
 FC1437.and adjusted by the National Geodetic Survey in June 1991..
 FC1437
 FC1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1437
 FC1437.The geoid height was determined by GEOID03.
 FC1437
 FC1437.The dynamic height is computed by dividing the NAVD 88
 FC1437.geopotential number by the normal gravity value computed on the
 FC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1437.degrees latitude (g = 980.6199 gals.).
 FC1437
 FC1437.The modeled gravity was interpolated from observed gravity values.
 FC1437
 FC1437;                    North         East     Units Scale Factor Converg.
 FC1437;SPC TN       -   117,837.073   600,305.942   MT  0.99997752   +0 00 07.1
 FC1437;SPC TN       -   386,603.80  1,969,503.74   sFT  0.99997752   +0 00 07.1
 FC1437;UTM  16      - 3,917,356.091   591,117.885   MT  0.99970231   +0 34 52.3
 FC1437
 FC1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1437!SPC TN       -   0.99995239  x   0.99997752  =   0.99992991
 FC1437!UTM  16      -   0.99995239  x   0.99970231  =   0.99965471
 FC1437
 FC1437|---------------------------------------------------------------------|
 FC1437| PID    Reference Object                     Distance      Geod. Az  |
 FC1437|                                                           dddmmss.s |
 FC1437| FC1438 HILLSBORO RM 1                       23.003 METERS 01043     |
 FC1437| CG6074 HILLSBORO AZ MK                                    0795238.9 |
 FC1437| FC1436 HILLSBORO RM 2                       25.192 METERS 18138     |
 FC1437| FD1423 ARNOLD ENGR DEVELOP CTR TANK        APPROX. 4.4 KM 2531357.8 |
 FC1437|---------------------------------------------------------------------|
 FC1437
 FC1437                          SUPERSEDED SURVEY CONTROL
 FC1437
 FC1437  NAD 83(1995)-  35 23 43.48192(N)    085 59 47.87675(W) AD(       ) 2
 FC1437  NAD 83(1995)-  35 23 43.48152(N)    085 59 47.87715(W) AD(       ) 2
 FC1437  NAD 83(1995)-  35 23 43.48291(N)    085 59 47.87481(W) AD(       ) 2
 FC1437  NAD 83(1986)-  35 23 43.48558(N)    085 59 47.87317(W) AD(       ) 2
 FC1437  NAD 27      -  35 23 43.20320(N)    085 59 47.93020(W) AD(       ) 2
 FC1437  NGVD 29 (??/??/92)  332.216  (m)         1089.95   (f) ADJ UNCH    2 0
 FC1437
 FC1437.Superseded values are not recommended for survey control.
 FC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1437.See file dsdata.txt to determine how the superseded data were derived.
 FC1437
 FC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9111817356(NAD 83)
 FC1437_MARKER: DE = TRAVERSE STATION DISK
 FC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1437_STAMPING: HILLSBORO 1962
 FC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1437+STABILITY: SURFACE MOTION
 FC1437
 FC1437  HISTORY     - Date     Condition        Report By
 FC1437  HISTORY     - 1962     MONUMENTED       CGS
 FC1437  HISTORY     - 1962     GOOD             CGS
 FC1437
 FC1437                          STATION DESCRIPTION
 FC1437
 FC1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1437'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MANCHESTER, 2 MILES
 FC1437'SOUTHWEST OF HILLSBORO AND ON THE PROPERTY OF MR.  ROY LEE.
 FC1437'
 FC1437'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO SOUTHWEST
 FC1437'ON COUNTY ROAD NO. 5103 FOR 0.4 MILE TO A FORK JUST AFTER PASSING
 FC1437'HILLSBORO SCHOOL, TURN RIGHT AND GO 1.0 MILE TO A SIDE ROAD RIGHT,
 FC1437'TURN RIGHT AND GO 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FC1437'CONTINUE NORTH AND WEST FOR 0.4 MILE TO DRIVE WAY INTO MR. LEES HOUSE
 FC1437'ON THE LEFT, TURN LEFT, GOING THROUGH YARD AND BARN LOT FOR 0.2
 FC1437'MILE TO THE STATION.
 FC1437'
 FC1437'THE STATION IS 13 FEET WEST OF A METAL WITNESS POST AND WIRE FENCE,
 FC1437'IN THE EAST EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK
 FC1437'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE
 FC1437'SURFACE AND IS STAMPED HILLSBORO 1962.
 FC1437'
 FC1437'REFERENCE MARK NO. 1 IS 6 FEET WEST OF A WIRE FENCE, IN THE EAST EDGE
 FC1437'OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FC1437'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED HILLSBORO
 FC1437'NO 1 1962.
 FC1437'
 FC1437'REFERENCE MARK NO. 2 IS 7 FEET WEST OF A WIRE FENCE AND IN THE EAST
 FC1437'EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP
 FC1437'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED
 FC1437'HILLSBORO NO 2 1962.
 FC1437'
 FC1437'AZIMUTH MARK IS 111 FEET NORTH OF A TELEPHONE POLE, 14 FEET EAST OF
 FC1437'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.2 FEET NORTH OF A METAL
 FC1437'WITNESS SIGN AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD DISK
 FC1437'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 FC1437'INCHES AND IS STAMPED HILLSBORO 1962.
 FC1437'
 FC1437'HEIGHT OF LIGHT ABOVE STATION MARK 25.5 METERS.
 FC1437
 FC1437                          STATION RECOVERY (1962)
 FC1437
 FC1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1437'2.8 MI SW FROM HILLSBORO.
 FC1437'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO
 FC1437'SOUTHWEST ON COUNTY ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK
 FC1437'JUST AFTER PASSING HILLSBORO SCHOOL, TURN RIGHT AND GO 1.0 MILE
 FC1437'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.15 MILE NORTH AND
 FC1437'WEST TO DRIVEWAY LEADING TO MR. LEES HOUSE ON THE LEFT, TURN
 FC1437'LEFT, PASS THROUGH YARD AND BARN LOT AND AROUND SMALL POND
 FC1437'FOR 0.2 MILE TO THE STATION, 82.6 FEET NORTH OF REFERENCE MARK
 FC1437'2, 75.4 FEET SOUTH OF REFERENCE MARK 1 AND 13 FEET WEST OF A
 FC1437'METAL WITNESS POST AND WIRE FENCE IN THE EAST EDGE OF A
 FC1437'CULTIVATED FIELD.  A STANDARD TRAVERSE STATION DISK SET IN
 FC1437'A CONCRETE POST 10 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1438 ***********************************************************************
 FC1438  DESIGNATION -  HILLSBORO RM 1
 FC1438  PID         -  FC1438
 FC1438  STATE/COUNTY-  TN/COFFEE
 FC1438  USGS QUAD   -  HILLSBORO (1983)
 FC1438
 FC1438                         *CURRENT SURVEY CONTROL
 FC1438  ___________________________________________________________________
 FC1438* NAD 83(1986)-  35 23 43.     (N)    085 59 47.     (W)     SCALED    
 FC1438* NAVD 88     -       332.707  (meters)    1091.56   (feet)  ADJUSTED  
 FC1438  ___________________________________________________________________
 FC1438  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1438  DYNAMIC HT  -         332.387 (meters)    1090.51  (feet)  COMP
 FC1438  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FC1438
 FC1438  VERT ORDER  -  SECOND    CLASS 0
 FC1438
 FC1438.The horizontal coordinates were scaled from a topographic map and have
 FC1438.an estimated accuracy of +/- 6 seconds.
 FC1438
 FC1438.The orthometric height was determined by differential leveling
 FC1438.and adjusted by the National Geodetic Survey in June 1991..
 FC1438
 FC1438.The geoid height was determined by GEOID03.
 FC1438
 FC1438.The dynamic height is computed by dividing the NAVD 88
 FC1438.geopotential number by the normal gravity value computed on the
 FC1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1438.degrees latitude (g = 980.6199 gals.).
 FC1438
 FC1438.The modeled gravity was interpolated from observed gravity values.
 FC1438
 FC1438;                    North         East    Units  Estimated Accuracy
 FC1438;SPC TN       -   117,820.      600,330.      MT  (+/- 180 meters Scaled)
 FC1438
 FC1438                          SUPERSEDED SURVEY CONTROL
 FC1438
 FC1438  NGVD 29 (??/??/92)  332.701  (m)         1091.54   (f) ADJ UNCH    2 0
 FC1438
 FC1438.Superseded values are not recommended for survey control.
 FC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1438.See file dsdata.txt to determine how the superseded data were derived.
 FC1438
 FC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE911173(NAD 83)
 FC1438_MARKER: DR = REFERENCE MARK DISK
 FC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1438_STAMPING: HILLSBORO NO 1 1962
 FC1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1438+STABILITY: SURFACE MOTION
 FC1438
 FC1438  HISTORY     - Date     Condition        Report By
 FC1438  HISTORY     - 1962     MONUMENTED       CGS
 FC1438
 FC1438                          STATION DESCRIPTION
 FC1438
 FC1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1438'2.8 MI SW FROM HILLSBORO.
 FC1438'AT THE HILLSBORO STATION SITE, 75.4 FEET NORTH OF THE STATION
 FC1438'MARK, AND 6 FEET WEST OF A WIRE FENCE IN THE EAST EDGE OF A
 FC1438'CULTIVATED FIELD.  A STANDARD REFERENCE MARK DISK SET IN A
 FC1438'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1436 ***********************************************************************
 FC1436  DESIGNATION -  HILLSBORO RM 2
 FC1436  PID         -  FC1436
 FC1436  STATE/COUNTY-  TN/COFFEE
 FC1436  USGS QUAD   -  HILLSBORO (1983)
 FC1436
 FC1436                         *CURRENT SURVEY CONTROL
 FC1436  ___________________________________________________________________
 FC1436* NAD 83(1986)-  35 23 43.     (N)    085 59 47.     (W)     SCALED    
 FC1436* NAVD 88     -       332.299  (meters)    1090.22   (feet)  ADJUSTED  
 FC1436  ___________________________________________________________________
 FC1436  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1436  DYNAMIC HT  -         331.980 (meters)    1089.17  (feet)  COMP
 FC1436  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FC1436
 FC1436  VERT ORDER  -  SECOND    CLASS 0
 FC1436
 FC1436.The horizontal coordinates were scaled from a topographic map and have
 FC1436.an estimated accuracy of +/- 6 seconds.
 FC1436
 FC1436.The orthometric height was determined by differential leveling
 FC1436.and adjusted by the National Geodetic Survey in June 1991..
 FC1436
 FC1436.The geoid height was determined by GEOID03.
 FC1436
 FC1436.The dynamic height is computed by dividing the NAVD 88
 FC1436.geopotential number by the normal gravity value computed on the
 FC1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1436.degrees latitude (g = 980.6199 gals.).
 FC1436
 FC1436.The modeled gravity was interpolated from observed gravity values.
 FC1436
 FC1436;                    North         East    Units  Estimated Accuracy
 FC1436;SPC TN       -   117,820.      600,330.      MT  (+/- 180 meters Scaled)
 FC1436
 FC1436                          SUPERSEDED SURVEY CONTROL
 FC1436
 FC1436  NGVD 29 (??/??/92)  332.293  (m)         1090.20   (f) ADJ UNCH    2 0
 FC1436
 FC1436.Superseded values are not recommended for survey control.
 FC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1436.See file dsdata.txt to determine how the superseded data were derived.
 FC1436
 FC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE911173(NAD 83)
 FC1436_MARKER: DR = REFERENCE MARK DISK
 FC1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1436_STAMPING: HILLSBORO NO 2 1962
 FC1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1436+STABILITY: SURFACE MOTION
 FC1436
 FC1436  HISTORY     - Date     Condition        Report By
 FC1436  HISTORY     - 1962     MONUMENTED       CGS
 FC1436
 FC1436                          STATION DESCRIPTION
 FC1436
 FC1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1436'2.8 MI SW FROM HILLSBORO.
 FC1436'AT THE HILLSBORO STATION SITE, 82.6 FEET NORTH OF THE STATION
 FC1436'MARK, AND 7 FEET WEST OF A WIRE FENCE IN THE EAST EDGE OF A
 FC1436'CULTIVATED FIELD.  A STANDARD REFERENCE MARK DISK SET IN A
 FC1436'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2142 ***********************************************************************
 GC2142  DESIGNATION -  HILLSDALE
 GC2142  PID         -  GC2142
 GC2142  STATE/COUNTY-  TN/TROUSDALE
 GC2142  USGS QUAD   -  HILLSDALE (1994)
 GC2142
 GC2142                         *CURRENT SURVEY CONTROL
 GC2142  ___________________________________________________________________
 GC2142* NAD 83(1995)-  36 24 41.47556(N)    086 04 05.08697(W)     ADJUSTED  
 GC2142* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 GC2142  ___________________________________________________________________
 GC2142  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GC2142  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC2142
 GC2142  HORZ ORDER  -  SECOND
 GC2142
 GC2142.The horizontal coordinates were established by classical geodetic methods
 GC2142.and adjusted by the National Geodetic Survey in April 1999..
 GC2142
 GC2142.The orthometric height was scaled from a topographic map.
 GC2142
 GC2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2142
 GC2142.The geoid height was determined by GEOID03.
 GC2142
 GC2142;                    North         East     Units Scale Factor Converg.
 GC2142;SPC TN       -   230,579.797   593,893.737   MT  0.99999909   -0 02 23.5
 GC2142;SPC TN       -   756,493.88  1,948,466.37   sFT  0.99999909   -0 02 23.5
 GC2142;UTM  16      - 4,029,997.082   583,554.319   MT  0.99968601   +0 33 11.5
 GC2142
 GC2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2142!SPC TN       -   0.99995349  x   0.99999909  =   0.99995259
 GC2142!UTM  16      -   0.99995349  x   0.99968601  =   0.99963952
 GC2142
 GC2142:                Primary Azimuth Mark                     Grid Az
 GC2142:SPC TN       -  LAFAYETTE MUNICIPAL TANK                 017 35 21.8
 GC2142:UTM  16      -  LAFAYETTE MUNICIPAL TANK                 016 59 46.8
 GC2142
 GC2142|---------------------------------------------------------------------|
 GC2142| PID    Reference Object                     Distance      Geod. Az  |
 GC2142|                                                           dddmmss.s |
 GC2142| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX.13.4 KM 0173258.3 |
 GC2142| CG6075 HILLSDALE RM 1                       60.810 METERS 17025     |
 GC2142| CG6076 HILLSDALE RM 2                                     26548     |
 GC2142|---------------------------------------------------------------------|
 GC2142
 GC2142                          SUPERSEDED SURVEY CONTROL
 GC2142
 GC2142  NAD 83(1995)-  36 24 41.47671(N)    086 04 05.08860(W) AD(       ) 2
 GC2142  NAD 83(1995)-  36 24 41.48314(N)    086 04 05.09144(W) AD(       ) 2
 GC2142  NAD 83(1986)-  36 24 41.48558(N)    086 04 05.08943(W) AD(       ) 2
 GC2142  NAD 27      -  36 24 41.30300(N)    086 04 05.14100(W) AD(       ) 2
 GC2142
 GC2142.Superseded values are not recommended for survey control.
 GC2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2142.See file dsdata.txt to determine how the superseded data were derived.
 GC2142
 GC2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8355429997(NAD 83)
 GC2142_MARKER: DS = TRIANGULATION STATION DISK
 GC2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2142
 GC2142  HISTORY     - Date     Condition        Report By
 GC2142  HISTORY     - 1950     MONUMENTED       CGS
 GC2142
 GC2142                          STATION DESCRIPTION
 GC2142
 GC2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2142'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LAFAYETTE AND 6 MILES
 GC2142'NORTHEAST OF HARTSVILLE.  IT IS 200 FEET NORTH OF A FENCELINE, 137
 GC2142'FEET EAST OF A FENCELINE AND ABOUT 100 FEET SOUTHWEST OF THE
 GC2142'NORTHEAST SLOPE OF HILL.  THE MARK IS UNDERGROUND ABOUT 12
 GC2142'INCHES AND THE DISK IS STAMPED HILLSDALE 1950.
 GC2142'
 GC2142'REFERENCE MARK NO. 1 IS 2 FEET EAST OF A WHITE WITNESS POST AND 1
 GC2142'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 GC2142'IS STAMPED HILLSDALE NO 1 1950.
 GC2142'
 GC2142'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCELINE.  THE MARK
 GC2142'PROJECTS 4 INCHES AND THE DISK IS STAMPED HILLSDALE NO 2 1950.
 GC2142'
 GC2142'LAFAYETTE MUNICIPAL WATER TANK WAS USED AS THE AZIMUTH MARK.
 GC2142'
 GC2142'TO REACH THE STATION FROM THE SW CORNER OF THE MACON COUNTY COURT
 GC2142'HOUSE SQUARE IN LAFAYETTE, GO SW ON STATE HIGHWAY NO. 10
 GC2142'FOR 9.5 MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND
 GC2142'GO 0.55 MILE TO A FORK IN ROAD, TAKE LEFT FORK AND GO 0.9 MILE TO A
 GC2142'FORK IN ROAD, TAKE RIGHT FORK AND GO 0.9 MILE TO A HOUSE ON THE
 GC2142'RIGHT, TURN LEFT AT THIS POINT AND GO NORTH UP DRAW FOR 0.45 MILE TO
 GC2142'THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GC2142'
 GC2142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1825 ***********************************************************************
 FC1825  DESIGNATION -  HINCH MOUNTAIN RESET
 FC1825  PID         -  FC1825
 FC1825  STATE/COUNTY-  TN/CUMBERLAND
 FC1825  USGS QUAD   -  GRASSY COVE (1976)
 FC1825
 FC1825                         *CURRENT SURVEY CONTROL
 FC1825  ___________________________________________________________________
 FC1825* NAD 83(1995)-  35 46 52.69854(N)    084 58 42.95748(W)     ADJUSTED  
 FC1825* NAVD 88     -       927.0    (meters)    3041.     (feet)  VERTCON   
 FC1825  ___________________________________________________________________
 FC1825  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FC1825  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FC1825
 FC1825  HORZ ORDER  -  FIRST
 FC1825
 FC1825.The horizontal coordinates were established by classical geodetic methods
 FC1825.and adjusted by the National Geodetic Survey in April 1999..
 FC1825
 FC1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1825
 FC1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1825
 FC1825.The geoid height was determined by GEOID03.
 FC1825
 FC1825;                    North         East     Units Scale Factor Converg.
 FC1825;SPC TN       -   161,132.811   692,340.447   MT  0.99994882   +0 35 52.7
 FC1825;SPC TN       -   528,649.90  2,271,453.62   sFT  0.99994882   +0 35 52.7
 FC1825;UTM  16      - 3,961,577.245   682,697.809   MT  1.00001132   +1 10 56.0
 FC1825
 FC1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1825!SPC TN       -   0.99985911  x   0.99994882  =   0.99980794
 FC1825!UTM  16      -   0.99985911  x   1.00001132  =   0.99987043
 FC1825
 FC1825|---------------------------------------------------------------------|
 FC1825| PID    Reference Object                     Distance      Geod. Az  |
 FC1825|                                                           dddmmss.s |
 FC1825| CZ4857 HINCH MOUNTAIN RM 1                  10.424 METERS 14050     |
 FC1825| CZ4858 HINCH MOUNTAIN RM 2                   8.207 METERS 27558     |
 FC1825| FC1828 CROSSVILLE RADIO STA WAEW MAST      APPROX.19.4 KM 3443806.4 |
 FC1825|---------------------------------------------------------------------|
 FC1825
 FC1825                          SUPERSEDED SURVEY CONTROL
 FC1825
 FC1825  NAD 83(1995)-  35 46 52.70308(N)    084 58 42.95830(W) AD(       ) 1
 FC1825  NAD 83(1986)-  35 46 52.70919(N)    084 58 42.95698(W) AD(       ) 1
 FC1825  NAD 27      -  35 46 52.46200(N)    084 58 43.13100(W) AD(       ) 1
 FC1825  NGVD 29 (07/19/86)  927.0    (m)         3041.     (f) VERT ANG       
 FC1825
 FC1825.Superseded values are not recommended for survey control.
 FC1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1825.See file dsdata.txt to determine how the superseded data were derived.
 FC1825
 FC1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8269861577(NAD 83)
 FC1825_MARKER: X = CHISELED CROSS
 FC1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1825
 FC1825  HISTORY     - Date     Condition        Report By
 FC1825  HISTORY     - 1952     MONUMENTED       CGS
 FC1825  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1825  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FC1825  HISTORY     - 1958     GOOD             CGS
 FC1825  HISTORY     - 1960     GOOD             CGS
 FC1825
 FC1825                          STATION DESCRIPTION
 FC1825
 FC1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1825'ABOUT 13 MILES NORTHWEST OF SPRING CITY, ON HIGH SHARP POINT JUST
 FC1825'EAST OF HEAD OF SEQUATCHIE VALLEY (FORMERLY CALLED DEADENING, NOW
 FC1825'HINCH MOUNTAIN), ON LAND OWNED IN 1934 BY MR. ROBERT REED.  TO REACH
 FC1825'FROM COURTHOUSE AT CROSSVILLE, GO SOUTH 9.3 MILES ON STATE ROUTE
 FC1825'28, TURN LEFT ONTO COUNTY ROAD, AND GO 4.4 MILES TO PROPERTY OF MR.
 FC1825'FRANK JEWETT.  STATION SITE IS APPROXIMATELY 1 MILE SOUTH.
 FC1825'ORIGINAL STATION MARK IS INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 FC1825'GROOVES WITH LETTERS U.S.G.S. CUT IN TOP OF BLUE LIMESTONE POST 14
 FC1825'INCHES SQUARE BY 4-1/2 FEET LONG, PROJECTING 4 INCHES ABOVE GROUND.
 FC1825'IN 1934 STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED
 FC1825'HINCH 1934 WAS SET IN TOP OF STATION MARK.
 FC1825
 FC1825                          STATION RECOVERY (1957)
 FC1825
 FC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 FC1825'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 FC1825'CONDITION.  NO DESCRIPTION OF THE STATION FOUND WAS AVAILABLE.
 FC1825'
 FC1825'THE STATION IS LOCATED ON THE PROPERTY LEASED BY MRS. JEWETT TO THE
 FC1825'CIVIL AERONAUTICS ADMINISTRATION AND IS ON TOP OF HINCH MOUNTAIN.
 FC1825'THE STATION IS MARKED BY A STANDARD DISK STAMPED HINCH MT. 1884 1952
 FC1825'SET IN THE TOP OF A CONCRETE MONUMENT AT THE NORTH EDGE OF THE
 FC1825'CIRCULAR GRADED AREA IN WHICH THE OMNI RANGE DOME IS LOCATED.
 FC1825'REFERENCE MARK 1 IS WEST OF THE STATION AND IS A STANDARD DISK
 FC1825'STAMPED HINCH MT. NO. 1 1952 SET IN THE TOP OF A CONCRETE MONUMENT
 FC1825'WHICH PROJECTS 4 INCHES.  REFERENCE MARK 2 IS A STANDARD DISK
 FC1825'STAMPED HINCH MT NO 2 1952 SET IN THE TOP OF A CONCRETE MONUMENT
 FC1825'WHICH PROJECTS 4 INCHES.
 FC1825'
 FC1825'TO REACH THE STATION FROM THE COURTHOUSE AT CROSSVILLE GO SOUTH ALONG
 FC1825'ROUTE 28 FOR 9.3 MILES TO A COUNTY ROAD.  TURN LEFT ON COUNTY
 FC1825'ROAD AND GO 4.4 MILES TO THE JEWETT HOME.  TAKE ROAD RIGHT THROUGH
 FC1825'C.A.A. GATE AND FOLLOW ROAD TO END AT POWER HOUSE.  LEAVE TRUCK
 FC1825'AND GO ABOUT 100 YARDS NORTH TO C.A.A. OMNI RANGE DOME AND STATION
 FC1825'117.5 FEET NORTHERLY FROM DOME.
 FC1825
 FC1825                          STATION RECOVERY (1958)
 FC1825
 FC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1825'THE STATION WAS RECOVERED MARKED WITH STANDARD DISKS IN CONCRETE
 FC1825'MONUMENTS, THESE MARKS WERE SET, 1952, BY A
 FC1825'THOMAS C. PHILLIPS, CIVIL ENGINEER, CIVIL AREONAUTICS ADMINISTRATION,
 FC1825'ALMA, GEORGIA, IN CO-OPERATION WITH CAPTAIN THOMAS, COAST AND
 FC1825'GEODETIC SURVEY OFFICE, ATLANTA, GEORGIA.  ACCORDING TO MR. PHILLIPS
 FC1825'THE HORIZONTAL POSITION OF THE MARKS WERE PRESERVED WHEN THE MARKS
 FC1825'WERE LOWERED TO THE PRESENT ELEVATION.  A COMPLETE NEW DESCRIPTION
 FC1825'FOLLOWS-
 FC1825'
 FC1825'THE STATION IS LOCATED AT THE SITE OF THE VOR INSTALLATION ON THE
 FC1825'SUMMIT OF HINCH MOUNTAIN ABOUT 12 MILES SOUTH OF
 FC1825'CROSSVILLE AND ABOUT 13 MILES NORTHWEST OF SPRING CITY.  IT IS 113
 FC1825'FEET NORTH OF THE DOME OF THE VOR.  THE MONUMENT PROJECTS
 FC1825'ABOUT 4 INCHES AND THE DISK IS STAMPED HINCH MT. 1884 1952.
 FC1825'
 FC1825'REFERENCE MARK 1 IS 81 FEET NORTH OF THE DOME.  THE MARK PROJECTS 4
 FC1825'INCHES AND THE DISK IS STAMPED HINCH MT.  NO 1 1884 1952.
 FC1825'
 FC1825'REFERENCE MARK 2 IS 128 FEET NORTH, NORTHWEST OF THE DOME.  THE MARK
 FC1825'PROJECTS 4 INCHES AND THE DISK IS STAMPED HINCH MT.
 FC1825'NO 2 1884 1952.
 FC1825'
 FC1825'*TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 68
 FC1825'ABOUT 3-1/2 MILES SOUTH OF CROSSVILLE, GO SOUTHEAST ON
 FC1825'HIGHWAY 68 FOR 13.5 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 FC1825'WEST ON THE PAVED ROAD FOR 2.4 MILES TO THE END OF
 FC1825'PAVEMENT.  CONTINUE WEST ON ROUGH MOUNTAIN ROAD FOR 4.7 MILES TO A
 FC1825'GRAVELED ROAD LEFT THROUGH A GATE.  TURN LEFT AND FOLLOW
 FC1825'WINDING GRAVELED ROAD TO TOP OF MOUNTAIN AND STATION.
 FC1825'
 FC1825'A SHORTER, MORE DIRECT ROUTE TO THE STATION CAN BE FOUND WHEN
 FC1825'CONSTRUCTION ON HIGHWAY 28 SOUTH OF THE JUNCTION OF
 FC1825'HIGHWAY 68 IS COMPLETED.
 FC1825'
 FC1825'AZIMUTH TO VOR DETERMINED BY SOLAR OBSERVATION.
 FC1825
 FC1825                          STATION RECOVERY (1960)
 FC1825
 FC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1825'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1825'RECOVERED IN EXCELLENT CONDITION.  NO MEASUREMENTS
 FC1825'WERE MADE TO THE VOR STATION UPON THE REQUEST OF THE F.A.A. OFFICE IN
 FC1825'CROSSVILLE, AND ALL REFERENCE DISTANCES FROM THE
 FC1825'VOR AS GIVEN IN 1952 ARE ASSUMED CORRECT.
 FC1825'
 FC1825'A NEW DETERMINATION OF THE POSITION OF THE STATION WAS MADE BY THIS
 FC1825'PARTY THROUGH OBSERVATIONS OF THE CLOSED TRIANGLES, HINCH
 FC1825'MT. 1884 1952, WALKER 1882 1934, LUPER 1883 1941 AND HINCH MT. 1884
 FC1825'1952, LUPER 1883 1941, MELTON 1883 1934.
 FC1825'
 FC1825'A DISCREPANCY WAS FOUND IN THE DIRECTION AND DISTANCE OF THE
 FC1825'REFERENCE MARKS, AND A NEW TO-REACH IS GIVEN.  FOLLOWING
 FC1825'IS A NEW AND COMPLETE DESCRIPTION--
 FC1825'
 FC1825'THE STATION IS LOCATED AT THE SITE OF A VERY HIGH FREQUENCY,
 FC1825'OMNI-DIRECTIONAL RANGE STATION ON THE SUMMIT OF HINCH
 FC1825'MOUNTAIN, ABOUT 13 MILES NORTHWEST OF SPRING CITY, 12 MILES
 FC1825'SOUTH-SOUTHEAST OF CROSSVILLE AND 10 MILES SOUTH OF CRAB
 FC1825'ORCHARD.
 FC1825'
 FC1825'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH ON
 FC1825'THE MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF U.S.
 FC1825'HIGHWAY 70 AND STATE ROUTE 127.  GO SOUTHERLY ON STATE ROUTE 127 FOR
 FC1825'3.3 MILES TO THE JUNCTION OF STATE ROUTE 127 AND
 FC1825'STATE ROUTE 68, TURN RIGHT, WESTERLY, ON STATE ROUTE 127 FOR 1.95
 FC1825'MILES TO A SMALL GARAGE AND SERVICE STATION ON THE LEFT
 FC1825'AND AN OILED ROAD LEADING SOUTHWESTERLY.  TAKE THE ROAD LEFT AND
 FC1825'GO SOUTHWESTERLY AND SOUTH FOR 3.45 MILES TO A GRAVELED ROAD ON
 FC1825'THE LEFT.  TURN LEFT AND FOLLOW THE GRAVELED ROAD
 FC1825'SOUTHEASTERLY AND SOUTH FOR 3.8 MILES TO THE SUMMIT OF A HILL AND A
 FC1825'GATE ON THE RIGHT WITH SIGN U.S.  GOVERNMENT PROPERTY.
 FC1825'TURN RIGHT THROUGH THIS GATE AND FOLLOW A WINDING, GRAVELED ROAD,
 FC1825'SOUTHERLY, FOR 0.55 MILE TO A GATE, PASS THROUGH THIS
 FC1825'GATE AND CONTINUE 2.1 MILES TO A LOCKED GATE.  (KEY MAY BE OBTAINED
 FC1825'FROM THE F.A.A. OFFICE AT THE CROSSVILLE AIRPORT).
 FC1825'PASS THROUGH THE LOCKED GATE AND CONTINUE 0.15 MILE TO THE VOR
 FC1825'CONTROL BUILDINGS ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM
 FC1825'THIS POINT PACK UP THE GRAVELED ROAD TO THE SUMMIT OF THE
 FC1825'HILL AND THE STATION NORTH OF THE VOR.
 FC1825'
 FC1825'THE STATION IS A STANDARD DISK, STAMPED HINCH MT. 1884 1952, SET IN A
 FC1825'12-INCH, SQUARE, CONCRETE MONUMENT PROJECTING 4
 FC1825'INCHES.  IT IS TOWARD THE NORTH EDGE OF THE HILL AND 113 FEET NORTH
 FC1825'OF THE VOR DOME.
 FC1825'
 FC1825'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HINCH MT. NO. 1
 FC1825'1952, SET IN A 12-INCH, SQUARE, CONCRETE MONUMENT
 FC1825'PROJECTING 3 INCHES.  IT IS 81 FEET NORTH OF THE VOR DOME.
 FC1825'
 FC1825'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HINCH MT. NO. 2
 FC1825'1952, SET IN A 12-INCH, SQUARE, CONCRETE MONUMENT
 FC1825'PROJECTING 4 INCHES.  IT IS 128 FEET NORTH-NORTHWEST OF THE VOR DOME.
 FC1825'
 FC1825'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC1825'56.57 FEET.
 FC1825'
 FC1825'AN AZIMUTH MARK WAS NOT ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 FC1825'FOUND.
 FC1825'
 FC1825'HEIGHT OF STAND--4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1918 ***********************************************************************
 FC1918  DESIGNATION -  HINTON
 FC1918  PID         -  FC1918
 FC1918  STATE/COUNTY-  TN/WARREN
 FC1918  USGS QUAD   -  MORRISON (1983)
 FC1918
 FC1918                         *CURRENT SURVEY CONTROL
 FC1918  ___________________________________________________________________
 FC1918* NAD 83(1995)-  35 34 52.09345(N)    085 56 45.29510(W)     ADJUSTED  
 FC1918* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 FC1918  ___________________________________________________________________
 FC1918  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FC1918  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1918
 FC1918  HORZ ORDER  -  THIRD
 FC1918
 FC1918.The horizontal coordinates were established by classical geodetic methods
 FC1918.and adjusted by the National Geodetic Survey in April 1999..
 FC1918
 FC1918.The orthometric height was scaled from a topographic map.
 FC1918
 FC1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1918
 FC1918.The geoid height was determined by GEOID03.
 FC1918
 FC1918;                    North         East     Units Scale Factor Converg.
 FC1918;SPC TN       -   138,444.091   604,901.926   MT  0.99995809   +0 01 54.0
 FC1918;SPC TN       -   454,211.99  1,984,582.40   sFT  0.99995809   +0 01 54.0
 FC1918;UTM  16      - 3,938,003.250   595,503.733   MT  0.99971240   +0 36 48.1
 FC1918
 FC1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1918!SPC TN       -   0.99995321  x   0.99995809  =   0.99991131
 FC1918!UTM  16      -   0.99995321  x   0.99971240  =   0.99966563
 FC1918
 FC1918|---------------------------------------------------------------------|
 FC1918| PID    Reference Object                     Distance      Geod. Az  |
 FC1918|                                                           dddmmss.s |
 FC1918| CG6078 HINTON RM 1                          33.141 METERS 04230     |
 FC1918| CG6077 HINTON AZ MK                                       2135646.7 |
 FC1918| CG6079 HINTON RM 2                          30.654 METERS 25824     |
 FC1918|---------------------------------------------------------------------|
 FC1918
 FC1918                          SUPERSEDED SURVEY CONTROL
 FC1918
 FC1918  NAD 83(1995)-  35 34 52.09991(N)    085 56 45.29879(W) AD(       ) 3
 FC1918  NAD 83(1986)-  35 34 52.10451(N)    085 56 45.29412(W) AD(       ) 3
 FC1918  NAD 27      -  35 34 51.83400(N)    085 56 45.34600(W) AD(       ) 3
 FC1918
 FC1918.Superseded values are not recommended for survey control.
 FC1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1918.See file dsdata.txt to determine how the superseded data were derived.
 FC1918
 FC1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9550438003(NAD 83)
 FC1918_MARKER: DS = TRIANGULATION STATION DISK
 FC1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1918
 FC1918  HISTORY     - Date     Condition        Report By
 FC1918  HISTORY     - 1934     MONUMENTED       CGS
 FC1918
 FC1918                          STATION DESCRIPTION
 FC1918
 FC1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1918'ABOUT 2 MILES SOUTHWEST OF MORRISON, ON RIGHT-OF-WAY OF STATE ROUTE
 FC1918'55, BETWEEN FENCE AND EAST DRAINAGE DITCH, ABOUT 5 FEET EAST OF
 FC1918'CENTER LINE OF DITCH, 34.5 FEET NORTH OF WARREN-COFFEE COUNTY MARKER,
 FC1918'20.3 FEET NORTH OF EASTERLY T-ROAD, 26 FEET EAST OF CENTER LINE OF
 FC1918'ROUTE 55, AND 9.4 FEET WEST OF FENCE OF THE HINTON BROTHERS
 FC1918'PROPERTY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FC1918'STATION MARKS IN CONCRETE.  REFERENCE AND AZIMUTH
 FC1918'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1918'NO. 1 IS 30.3 FEET EAST OF CENTER LINE OF ROUTE 55, 1 FOOT WEST OF
 FC1918'FENCE LINE, AND 108.73 FEET FROM STATION N 42 DEG 30 MIN E.
 FC1918'NO. 2 IS 36 FEET WEST OF CENTER LINE OF ROUTE 55, 1.5 FEET
 FC1918'SOUTHEAST OF LARGE CORNER FENCE POST, 4 FEET SOUTH-SOUTHEAST FROM
 FC1918'CENTER LINE OF LANE, AND 100.57 FEET FROM STATION S 78 DEG 24 MIN W.
 FC1918'AZIMUTH MARK IS 10 YARDS WEST OF CENTER LINE OF HIGHWAY,
 FC1918'IN RIGHT-OF-WAY THEREOF, AND 0.3 MILE FROM STATION
 FC1918'S 33 DEG 57 MIN W.  TOP CENTER OF WEST ABUTMENT OF LARGE CONCRETE
 FC1918'BRIDGE ON ROUTE 55 IS 0.25 MILE FROM STATION S 24 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2407 ***********************************************************************
 GB2407  DESIGNATION -  HIX
 GB2407  PID         -  GB2407
 GB2407  STATE/COUNTY-  TN/JACKSON
 GB2407  USGS QUAD   -  BURRISTOWN (1979)
 GB2407
 GB2407                         *CURRENT SURVEY CONTROL
 GB2407  ___________________________________________________________________
 GB2407* NAD 83(1995)-  36 24 34.99438(N)    085 32 06.78250(W)     ADJUSTED  
 GB2407* NAVD 88     -       314.25   (+/-2cm)    1031.0    (feet)  VERTCON   
 GB2407  ___________________________________________________________________
 GB2407  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GB2407  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB2407
 GB2407  HORZ ORDER  -  THIRD
 GB2407  VERT ORDER  -  THIRD ? (See Below)
 GB2407
 GB2407.The horizontal coordinates were established by classical geodetic methods
 GB2407.and adjusted by the National Geodetic Survey in April 1999..
 GB2407
 GB2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2407.The vertical order pertains to the NGVD 29 superseded value.
 GB2407
 GB2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2407
 GB2407.The geoid height was determined by GEOID03.
 GB2407
 GB2407;                    North         East     Units Scale Factor Converg.
 GB2407;SPC TN       -   230,476.889   641,688.468   MT  0.99999878   +0 16 19.6
 GB2407;SPC TN       -   756,156.26  2,105,272.92   sFT  0.99999878   +0 16 19.6
 GB2407;UTM  16      - 4,030,390.615   631,335.381   MT  0.99981252   +0 52 10.4
 GB2407
 GB2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2407!SPC TN       -   0.99995543  x   0.99999878  =   0.99995421
 GB2407!UTM  16      -   0.99995543  x   0.99981252  =   0.99976796
 GB2407
 GB2407:                Primary Azimuth Mark                     Grid Az
 GB2407:SPC TN       -  HIX AZ MK                                258 50 20.2
 GB2407:UTM  16      -  HIX AZ MK                                258 14 29.4
 GB2407
 GB2407|---------------------------------------------------------------------|
 GB2407| PID    Reference Object                     Distance      Geod. Az  |
 GB2407|                                                           dddmmss.s |
 GB2407| CG6080 HIX AZ MK                                          2590639.8 |
 GB2407| GB2408 PTS 38 T                             30.154 METERS 28358     |
 GB2407| CG6081 HIX RM 1                             25.658 METERS 35608     |
 GB2407|---------------------------------------------------------------------|
 GB2407
 GB2407                          SUPERSEDED SURVEY CONTROL
 GB2407
 GB2407  NAD 83(1995)-  36 24 34.99577(N)    085 32 06.78357(W) AD(       ) 3
 GB2407  NAD 83(1995)-  36 24 35.00206(N)    085 32 06.78742(W) AD(       ) 3
 GB2407  NAD 83(1986)-  36 24 35.00544(N)    085 32 06.78577(W) AD(       ) 3
 GB2407  NAD 27      -  36 24 34.78700(N)    085 32 06.87700(W) AD(       ) 3
 GB2407  NGVD 29 (07/19/86)  314.33   (m)         1031.3    (f) LEVELING    3  
 GB2407
 GB2407.Superseded values are not recommended for survey control.
 GB2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2407.See file dsdata.txt to determine how the superseded data were derived.
 GB2407
 GB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3133530391(NAD 83)
 GB2407_MARKER: DS = TRIANGULATION STATION DISK
 GB2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2407
 GB2407  HISTORY     - Date     Condition        Report By
 GB2407  HISTORY     - 1949     MONUMENTED       CGS
 GB2407
 GB2407                          STATION DESCRIPTION
 GB2407
 GB2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2407'STATION IS LOCATED ABOUT 10 MILES SOUTH OF CELINA, 5 MILES WEST OF
 GB2407'HILHAM ON PROPERTY OWNED BY BY MR. M. HIX. IT IS 141 FEET NORTHWEST
 GB2407'OF THE INTERSECTION OF A GRAVEL ROAD AND A T-ROAD LEFT, 37 FEET WEST
 GB2407'OF THE CENTER OF THE GRAVEL ROAD AND 5 FEET NORTHWEST OF A WHITE
 GB2407'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED HIX 1949.
 GB2407'
 GB2407'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTER OF THE GRAVEL
 GB2407'ROAD. THE MARK IS FLUSH AND THE DISK IS STAMPED HIX NO. 1 1949.
 GB2407'
 GB2407'PT 38 T (USGS) B.M. IS USED AS A REFERENCE MARK. IT IS 12 FEET SOUTH
 GB2407'OF A 16 INCH SYCAMORE. THE DISK IS A STANDARD USGS BENCH MARK DISK
 GB2407'SET IN A 6 X 10 INCH BOULDER FLUSH WITH THE GROUND AND IS STAMPED PT
 GB2407'STA. NO. 38 T 1925.
 GB2407'
 GB2407'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. J. P. BARLOW. IT IS 25 FEET
 GB2407'SOUTH OF THE CENTER OF A GRAVEL ROAD AND 6 FEET NORTHEAST OF A
 GB2407'LOG BARN. THE MARK IS FLUSH AND THE DISK IS STAMPED HIX 1949.
 GB2407'
 GB2407'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 136 AND
 GB2407'85 IN HILHAM GO WEST ON HIGHWAY 85 FOR 5.6 MILES TO A GRAVEL T-ROAD
 GB2407'RIGHT, TURN RIGHT AND GO NORTHWEST ON GRAVEL ROAD FOR 1.3 MILE TO A
 GB2407'T-ROAD LEFT AND THE STATION AS DESCRIBED.
 GB2407'
 GB2407'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE T-ROAD FOR
 GB2407'0.8 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2407'
 GB2407'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2934 ***********************************************************************
 AJ2934  DESIGNATION -  HN 1
 AJ2934  PID         -  AJ2934
 AJ2934  STATE/COUNTY-  TN/TROUSDALE
 AJ2934  USGS QUAD   -  HARTSVILLE (1994)
 AJ2934
 AJ2934                         *CURRENT SURVEY CONTROL
 AJ2934  ___________________________________________________________________
 AJ2934* NAD 83(1986)-  36 23 07.     (N)    086 07 46.     (W)     SCALED    
 AJ2934* NAVD 88     -       147.415  (meters)     483.64   (feet)  ADJUSTED  
 AJ2934  ___________________________________________________________________
 AJ2934  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ2934  DYNAMIC HT  -         147.294 (meters)     483.25  (feet)  COMP
 AJ2934  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 AJ2934
 AJ2934  VERT ORDER  -  SECOND    CLASS I
 AJ2934
 AJ2934.The horizontal coordinates were scaled from a topographic map and have
 AJ2934.an estimated accuracy of +/- 6 seconds.
 AJ2934
 AJ2934.The orthometric height was determined by differential leveling
 AJ2934.and adjusted by the National Geodetic Survey in July 2002..
 AJ2934.No vertical observational check was made to the station.
 AJ2934
 AJ2934.The geoid height was determined by GEOID03.
 AJ2934
 AJ2934.The dynamic height is computed by dividing the NAVD 88
 AJ2934.geopotential number by the normal gravity value computed on the
 AJ2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2934.degrees latitude (g = 980.6199 gals.).
 AJ2934
 AJ2934.The modeled gravity was interpolated from observed gravity values.
 AJ2934
 AJ2934;                    North         East    Units  Estimated Accuracy
 AJ2934;SPC TN       -   227,670.      588,390.      MT  (+/- 180 meters Scaled)
 AJ2934
 AJ2934                          SUPERSEDED SURVEY CONTROL
 AJ2934
 AJ2934.No superseded survey control is available for this station.
 AJ2934
 AJ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF780270(NAD 83)
 AJ2934_MARKER: DD = SURVEY DISK
 AJ2934_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2934_SP_SET: CURB
 AJ2934_STAMPING: HN-1 1975
 AJ2934_MARK LOGO: TVA   
 AJ2934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2934+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 AJ2934
 AJ2934  HISTORY     - Date     Condition        Report By
 AJ2934  HISTORY     - 1975     MONUMENTED       TVA
 AJ2934  HISTORY     - 20010201 GOOD             NGS
 AJ2934
 AJ2934                          STATION DESCRIPTION
 AJ2934
 AJ2934'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2934'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2934'HARTSVILLE, THENCE 1.5 KM EASTERLY ALONG STATE HIGHWAY 25, IN TOP
 AJ2934'OF AND 0.3 M EAST OF THE WEST END OF THE NORTH CONCRETE CURB OF
 AJ2934'THE BRIDGE ABUTMENT DECK OF THE WEST ABUTMENT OF THE HIGHWAY
 AJ2934'BRIDGE SPANNING GOOSE CREEK, 4.4 M NORTH OF THE HIGHWAY
 AJ2934'CENTERLINE, AND 1.9 M SOUTH OF THE NORTH END OF THE WEST
 AJ2934'ABUTMENT.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2933 ***********************************************************************
 AJ2933  DESIGNATION -  HN 2
 AJ2933  PID         -  AJ2933
 AJ2933  STATE/COUNTY-  TN/TROUSDALE
 AJ2933  USGS QUAD   -  HILLSDALE (1994)
 AJ2933
 AJ2933                         *CURRENT SURVEY CONTROL
 AJ2933  ___________________________________________________________________
 AJ2933* NAD 83(1986)-  36 22 56.     (N)    086 07 02.     (W)     SCALED    
 AJ2933* NAVD 88     -       147.095  (meters)     482.59   (feet)  ADJUSTED  
 AJ2933  ___________________________________________________________________
 AJ2933  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2933  DYNAMIC HT  -         146.974 (meters)     482.20  (feet)  COMP
 AJ2933  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 AJ2933
 AJ2933  VERT ORDER  -  SECOND    CLASS I
 AJ2933
 AJ2933.The horizontal coordinates were scaled from a topographic map and have
 AJ2933.an estimated accuracy of +/- 6 seconds.
 AJ2933
 AJ2933.The orthometric height was determined by differential leveling
 AJ2933.and adjusted by the National Geodetic Survey in July 2002..
 AJ2933.No vertical observational check was made to the station.
 AJ2933
 AJ2933.The geoid height was determined by GEOID03.
 AJ2933
 AJ2933.The dynamic height is computed by dividing the NAVD 88
 AJ2933.geopotential number by the normal gravity value computed on the
 AJ2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2933.degrees latitude (g = 980.6199 gals.).
 AJ2933
 AJ2933.The modeled gravity was interpolated from observed gravity values.
 AJ2933
 AJ2933;                    North         East    Units  Estimated Accuracy
 AJ2933;SPC TN       -   227,330.      589,480.      MT  (+/- 180 meters Scaled)
 AJ2933
 AJ2933                          SUPERSEDED SURVEY CONTROL
 AJ2933
 AJ2933.No superseded survey control is available for this station.
 AJ2933
 AJ2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF791267(NAD 83)
 AJ2933_MARKER: DD = SURVEY DISK
 AJ2933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2933_SP_SET: HEADWALL
 AJ2933_STAMPING: HN-2 1975
 AJ2933_MARK LOGO: TVA   
 AJ2933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2933+STABILITY: SURFACE MOTION
 AJ2933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2933+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 AJ2933
 AJ2933  HISTORY     - Date     Condition        Report By
 AJ2933  HISTORY     - 1975     MONUMENTED       TVA
 AJ2933  HISTORY     - 20010201 GOOD             NGS
 AJ2933
 AJ2933                          STATION DESCRIPTION
 AJ2933
 AJ2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2933'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2933'HARTSVILLE, THENCE 2.7 KM EASTERLY ALONG STATE HIGHWAY 25, IN TOP
 AJ2933'OF AND 0.1 M SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 AJ2933'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 6.9 M
 AJ2933'NORTHEAST OF THE HIGHWAY CENTERLINE, AND 0.5 M BELOW THE LEVEL
 AJ2933'OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2933'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1085 ***********************************************************************
 FC1085  DESIGNATION -  HNC 9
 FC1085  PID         -  FC1085
 FC1085  STATE/COUNTY-  TN/HAMILTON
 FC1085  USGS QUAD   -  SODDY (1972)
 FC1085
 FC1085                         *CURRENT SURVEY CONTROL
 FC1085  ___________________________________________________________________
 FC1085* NAD 83(1986)-  35 18 54.     (N)    085 09 28.     (W)     SCALED    
 FC1085* NAVD 88     -       242.451  (meters)     795.44   (feet)  ADJUSTED  
 FC1085  ___________________________________________________________________
 FC1085  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1085  DYNAMIC HT  -         242.210 (meters)     794.65  (feet)  COMP
 FC1085  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FC1085
 FC1085  VERT ORDER  -  FIRST     CLASS II
 FC1085
 FC1085.The horizontal coordinates were scaled from a topographic map and have
 FC1085.an estimated accuracy of +/- 6 seconds.
 FC1085
 FC1085.The orthometric height was determined by differential leveling
 FC1085.and adjusted by the National Geodetic Survey in June 1991..
 FC1085
 FC1085.The geoid height was determined by GEOID03.
 FC1085
 FC1085.The dynamic height is computed by dividing the NAVD 88
 FC1085.geopotential number by the normal gravity value computed on the
 FC1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1085.degrees latitude (g = 980.6199 gals.).
 FC1085
 FC1085.The modeled gravity was interpolated from observed gravity values.
 FC1085
 FC1085;                    North         East    Units  Estimated Accuracy
 FC1085;SPC TN       -   109,250.      676,590.      MT  (+/- 180 meters Scaled)
 FC1085
 FC1085                          SUPERSEDED SURVEY CONTROL
 FC1085
 FC1085  NGVD 29 (??/??/92)  242.496  (m)          795.59   (f) ADJ UNCH    1 2
 FC1085
 FC1085.Superseded values are not recommended for survey control.
 FC1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1085.See file dsdata.txt to determine how the superseded data were derived.
 FC1085
 FC1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE674095(NAD 83)
 FC1085_MARKER: DD = SURVEY DISK
 FC1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1085_STAMPING: HNC 9 1942
 FC1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1085+STABILITY: SURFACE MOTION
 FC1085
 FC1085  HISTORY     - Date     Condition        Report By
 FC1085  HISTORY     - 1942     MONUMENTED       TVA
 FC1085  HISTORY     - 1950     GOOD             NGS
 FC1085
 FC1085                          STATION DESCRIPTION
 FC1085
 FC1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1085'1.9 MI NE FROM SODDY.
 FC1085'ABOUT 1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1085'RATHBURN STATION IN SODDY, AT A ROAD CROSSING, ABOUT 0.1 MILE
 FC1085'SOUTHWEST OF MILE POST 315, 64 FEET WEST OF THE CENTER OF THE
 FC1085'CROSSING, 33.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 40.5 FEET
 FC1085'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST ONE OF
 FC1085'TWO TILE CULVERTS UNDER ROAD, 23 FEET SOUTHEAST OF THE CENTER
 FC1085'LINE OF THE ROAD, 3 FEET SOUTH OF A T.V.A. STEEL WITNESS POST,
 FC1085'ABOUT 4 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1085'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2138 ***********************************************************************
 FB2138  CBN         -  This is a Cooperative Base Network Control Station.
 FB2138  DESIGNATION -  HODGE
 FB2138  PID         -  FB2138
 FB2138  STATE/COUNTY-  TN/SEVIER
 FB2138  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2138
 FB2138                         *CURRENT SURVEY CONTROL
 FB2138  ___________________________________________________________________
 FB2138* NAD 83(1995)-  35 59 01.61914(N)    083 34 53.98151(W)     ADJUSTED  
 FB2138* NAVD 88     -       278.579  (meters)     913.97   (feet)  ADJUSTED  
 FB2138  ___________________________________________________________________
 FB2138  X           -     577,632.129 (meters)                     COMP
 FB2138  Y           -  -5,134,869.430 (meters)                     COMP
 FB2138  Z           -   3,726,881.411 (meters)                     COMP
 FB2138  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FB2138  ELLIP HEIGHT-         247.87  (meters)          (08/03/04) GPS OBS
 FB2138  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2138  DYNAMIC HT  -         278.320 (meters)     913.12  (feet)  COMP
 FB2138  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB2138
 FB2138  HORZ ORDER  -  A
 FB2138  VERT ORDER  -  SECOND    CLASS 0
 FB2138  ELLP ORDER  -  FOURTH    CLASS I
 FB2138
 FB2138.The horizontal coordinates were established by GPS observations
 FB2138.and adjusted by the National Geodetic Survey in August 2004..
 FB2138
 FB2138.The orthometric height was determined by differential leveling
 FB2138.and adjusted by the National Geodetic Survey in June 1991..
 FB2138
 FB2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2138
 FB2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2138
 FB2138.The ellipsoidal height was determined by GPS observations
 FB2138.and is referenced to NAD 83.
 FB2138
 FB2138.The geoid height was determined by GEOID03.
 FB2138
 FB2138.The dynamic height is computed by dividing the NAVD 88
 FB2138.geopotential number by the normal gravity value computed on the
 FB2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2138.degrees latitude (g = 980.6199 gals.).
 FB2138
 FB2138.The modeled gravity was interpolated from observed gravity values.
 FB2138
 FB2138;                    North         East     Units Scale Factor Converg.
 FB2138;SPC TN       -   185,810.391   818,058.244   MT  0.99995180   +1 24 56.8
 FB2138;SPC TN       -   609,612.92  2,683,912.76   sFT  0.99995180   +1 24 56.8
 FB2138;UTM  17      - 3,985,231.953   267,248.766   MT  1.00026757   -1 31 03.2
 FB2138
 FB2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2138!SPC TN       -   0.99996110  x   0.99995180  =   0.99991290
 FB2138!UTM  17      -   0.99996110  x   1.00026757  =   1.00022866
 FB2138
 FB2138|---------------------------------------------------------------------|
 FB2138| PID    Reference Object                     Distance      Geod. Az  |
 FB2138|                                                           dddmmss.s |
 FB2138| FB2137 HODGE RM 1                            7.060 METERS 20651     |
 FB2138| FB2625 CATE                                APPROX. 1.8 KM 3112309.3 |
 FB2138| FB2136 HODGE RM 2                            7.196 METERS 31439     |
 FB2138|---------------------------------------------------------------------|
 FB2138
 FB2138                          SUPERSEDED SURVEY CONTROL
 FB2138
 FB2138  NAD 83(1995)-  35 59 01.62193(N)    083 34 53.98454(W) AD(       ) 2
 FB2138  NAD 83(1995)-  35 59 01.62889(N)    083 34 53.98611(W) AD(       ) 2
 FB2138  NAD 83(1986)-  35 59 01.63360(N)    083 34 53.98521(W) AD(       ) 2
 FB2138  NAD 27      -  35 59 01.31830(N)    083 34 54.37400(W) AD(       ) 2
 FB2138  NAVD 88 (08/03/04)  278.58   (m)          914.0    (f) LEVELING    3  
 FB2138  NGVD 29 (??/??/92)  278.744  (m)          914.51   (f) ADJ UNCH    2 0
 FB2138
 FB2138.Superseded values are not recommended for survey control.
 FB2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2138.See file dsdata.txt to determine how the superseded data were derived.
 FB2138
 FB2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6724985232(NAD 83)
 FB2138_MARKER: DE = TRAVERSE STATION DISK
 FB2138_SETTING: 66 = SET IN ROCK OUTCROP
 FB2138_SP_SET: BEDROCK
 FB2138_STAMPING: HODGE 1961
 FB2138_MARK LOGO: CGS   
 FB2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2138+STABILITY: POSITION/ELEVATION WELL
 FB2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2138+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FB2138
 FB2138  HISTORY     - Date     Condition        Report By
 FB2138  HISTORY     - 1961     MONUMENTED       CGS
 FB2138  HISTORY     - 1961     GOOD             CGS
 FB2138  HISTORY     - 1972     GOOD             TVA
 FB2138  HISTORY     - 20031010 GOOD             TNDT
 FB2138
 FB2138                          STATION DESCRIPTION
 FB2138
 FB2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2138'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF DUMPLIN AND
 FB2138'ABOUT 3-1/2 MILES NORTHWEST OF DOUGLAS DAM.
 FB2138'
 FB2138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FB2138'HIGHWAY 139 18 MILES EAST OF KNOXVILLE, GO SOUTH ON STATE HIGHWAY
 FB2138'139 FOR 3.35 MILES TO A CROSSROAD, TURN LEFT, AND GO 2.6 MILES TO A T
 FB2138'ROAD RIGHT, TURN RIGHT, AND GO 0.55 MILE TO A WOODEN GATE ON
 FB2138'THE LEFT, TURN LEFT THROUGH GATE AND GO ACROSS PASTURE FOR 0.1 MILE
 FB2138'TO THE STATION.
 FB2138'
 FB2138'STATION MARK IS 122 FEET EAST OF A 30-INCH TREE, 56 FEET SOUTH OF THE
 FB2138'SOUTHWEST CORNER OF A BARN AND 67.5 FEET NORTHWEST OF A WITNESS SIGN.
 FB2138'THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN
 FB2138'OUTCROPPING BEDROCK, WHICH PROJECTS 4-INCHES AND IS STAMPED
 FB2138'HODGE 1961.
 FB2138'
 FB2138'REFERENCE MARK NO. 1 IS 56.7 FEET NORTHWEST OF A WITNESS SIGN. THE
 FB2138'MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FB2138'BEDROCK, WHICH PROJECTS 8-INCHES AND IS STAMPED HODGE NO 1 1961.
 FB2138'
 FB2138'REFERENCE MARK NO. 2 IS 99 FEET EAST OF A 30-INCH TREE AND 51 FEET
 FB2138'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN. THE MARK IS A STANDARD
 FB2138'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK, WHICH
 FB2138'PROJECTS 3-INCHES AND IS STAMPED HODGE NO 2 1961.
 FB2138'
 FB2138'TRAVERSE STATION CATE WILL SERVE AS THE AZIMUTH. SEE DESCRIPTION
 FB2138'THEREOF.
 FB2138'
 FB2138'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FB2138
 FB2138                          STATION RECOVERY (1961)
 FB2138
 FB2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB2138'2.4 MI E FROM KODAK.
 FB2138'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2138'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2138'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2138'OF KNOXVILLE), GO 1.2 MILES EAST ON A PAVED ROAD, THEN 1.3 MILES
 FB2138'EAST ON INTERSTATE HIGHWAY 40.  THE STATION IS 122 FT. EAST OF
 FB2138'A 30-INCH TREE, 56 FT. SOUTH OF THE SOUTHWEST CORNER OF A BARN
 FB2138'AND 67.5 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS CEMENTED
 FB2138'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FB2138
 FB2138                          STATION RECOVERY (1972)
 FB2138
 FB2138'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JW)
 FB2138'RECOVERED IN GOOD CONDITION.
 FB2138'
 FB2138'REF. MARKS NO. 1 AND NO. 2 ARE IN GOOD CONDITION.  DESCRIPTION O. K.
 FB2138'
 FB2138'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 M. SW OF DUMPLIN.
 FB2138
 FB2138                          STATION RECOVERY (2003)
 FB2138
 FB2138'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB2138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2137 ***********************************************************************
 FB2137  DESIGNATION -  HODGE RM 1
 FB2137  PID         -  FB2137
 FB2137  STATE/COUNTY-  TN/SEVIER
 FB2137  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2137
 FB2137                         *CURRENT SURVEY CONTROL
 FB2137  ___________________________________________________________________
 FB2137* NAD 83(1986)-  35 59 01.     (N)    083 34 54.     (W)     SCALED    
 FB2137* NAVD 88     -       279.051  (meters)     915.52   (feet)  ADJUSTED  
 FB2137  ___________________________________________________________________
 FB2137  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2137  DYNAMIC HT  -         278.792 (meters)     914.67  (feet)  COMP
 FB2137  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB2137
 FB2137  VERT ORDER  -  SECOND    CLASS 0
 FB2137
 FB2137.The horizontal coordinates were scaled from a topographic map and have
 FB2137.an estimated accuracy of +/- 6 seconds.
 FB2137
 FB2137.The orthometric height was determined by differential leveling
 FB2137.and adjusted by the National Geodetic Survey in June 1991..
 FB2137
 FB2137.The geoid height was determined by GEOID03.
 FB2137
 FB2137.The dynamic height is computed by dividing the NAVD 88
 FB2137.geopotential number by the normal gravity value computed on the
 FB2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2137.degrees latitude (g = 980.6199 gals.).
 FB2137
 FB2137.The modeled gravity was interpolated from observed gravity values.
 FB2137
 FB2137;                    North         East    Units  Estimated Accuracy
 FB2137;SPC TN       -   185,790.      818,060.      MT  (+/- 180 meters Scaled)
 FB2137
 FB2137                          SUPERSEDED SURVEY CONTROL
 FB2137
 FB2137  NGVD 29 (??/??/92)  279.216  (m)          916.06   (f) ADJ UNCH    2 0
 FB2137
 FB2137.Superseded values are not recommended for survey control.
 FB2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2137.See file dsdata.txt to determine how the superseded data were derived.
 FB2137
 FB2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV672852(NAD 83)
 FB2137_MARKER: DR = REFERENCE MARK DISK
 FB2137_SETTING: 66 = SET IN ROCK OUTCROP
 FB2137_SP_SET: BEDROCK
 FB2137_STAMPING: HODGE NO 1 1961
 FB2137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2137+STABILITY: POSITION/ELEVATION WELL
 FB2137
 FB2137  HISTORY     - Date     Condition        Report By
 FB2137  HISTORY     - 1961     MONUMENTED       CGS
 FB2137
 FB2137                          STATION DESCRIPTION
 FB2137
 FB2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2137'2.4 MI E FROM KODAK.
 FB2137'THIS MARK IS LOCATED AT THE HODGE 1961 STATION SITE, 23.2 FT.
 FB2137'SOUTH OF THE STATION MARK AND 56.7 FT. NORTHWEST OF A WITNESS
 FB2137'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FB2137'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2136 ***********************************************************************
 FB2136  DESIGNATION -  HODGE RM 2
 FB2136  PID         -  FB2136
 FB2136  STATE/COUNTY-  TN/SEVIER
 FB2136  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2136
 FB2136                         *CURRENT SURVEY CONTROL
 FB2136  ___________________________________________________________________
 FB2136* NAD 83(1986)-  35 59 01.     (N)    083 34 54.     (W)     SCALED    
 FB2136* NAVD 88     -       277.857  (meters)     911.60   (feet)  ADJUSTED  
 FB2136  ___________________________________________________________________
 FB2136  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2136  DYNAMIC HT  -         277.599 (meters)     910.76  (feet)  COMP
 FB2136  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB2136
 FB2136  VERT ORDER  -  SECOND    CLASS 0
 FB2136
 FB2136.The horizontal coordinates were scaled from a topographic map and have
 FB2136.an estimated accuracy of +/- 6 seconds.
 FB2136
 FB2136.The orthometric height was determined by differential leveling
 FB2136.and adjusted by the National Geodetic Survey in June 1991..
 FB2136
 FB2136.The geoid height was determined by GEOID03.
 FB2136
 FB2136.The dynamic height is computed by dividing the NAVD 88
 FB2136.geopotential number by the normal gravity value computed on the
 FB2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2136.degrees latitude (g = 980.6199 gals.).
 FB2136
 FB2136.The modeled gravity was interpolated from observed gravity values.
 FB2136
 FB2136;                    North         East    Units  Estimated Accuracy
 FB2136;SPC TN       -   185,790.      818,060.      MT  (+/- 180 meters Scaled)
 FB2136
 FB2136                          SUPERSEDED SURVEY CONTROL
 FB2136
 FB2136  NGVD 29 (??/??/92)  278.022  (m)          912.14   (f) ADJ UNCH    2 0
 FB2136
 FB2136.Superseded values are not recommended for survey control.
 FB2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2136.See file dsdata.txt to determine how the superseded data were derived.
 FB2136
 FB2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV672852(NAD 83)
 FB2136_MARKER: DR = REFERENCE MARK DISK
 FB2136_SETTING: 66 = SET IN ROCK OUTCROP
 FB2136_SP_SET: BEDROCK
 FB2136_STAMPING: HODGE NO 2 1961
 FB2136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2136+STABILITY: POSITION/ELEVATION WELL
 FB2136
 FB2136  HISTORY     - Date     Condition        Report By
 FB2136  HISTORY     - 1961     MONUMENTED       CGS
 FB2136
 FB2136                          STATION DESCRIPTION
 FB2136
 FB2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2136'2.4 MI E FROM KODAK.
 FB2136'THIS MARK IS LOCATED AT THE HODGE 1961 STATION SITE, 23.6 FT.
 FB2136'NORTHWEST OF THE STATION MARK, 99 FT. EAST OF A 30-INCH TREE
 FB2136'AND 51 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN.  THE
 FB2136'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1455 ***********************************************************************
 GC1455  DESIGNATION -  HOGIN
 GC1455  PID         -  GC1455
 GC1455  STATE/COUNTY-  TN/DICKSON
 GC1455  USGS QUAD   -  BURNS (1986)
 GC1455
 GC1455                         *CURRENT SURVEY CONTROL
 GC1455  ___________________________________________________________________
 GC1455* NAD 83(1995)-  36 01 20.64459(N)    087 17 19.58697(W)     ADJUSTED  
 GC1455* NAVD 88     -       254.999  (meters)     836.61   (feet)  ADJUSTED  
 GC1455  ___________________________________________________________________
 GC1455  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GC1455  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1455  DYNAMIC HT  -         254.776 (meters)     835.88  (feet)  COMP
 GC1455  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GC1455
 GC1455  HORZ ORDER  -  SECOND
 GC1455  VERT ORDER  -  SECOND    CLASS 0
 GC1455
 GC1455.The horizontal coordinates were established by classical geodetic methods
 GC1455.and adjusted by the National Geodetic Survey in April 1999..
 GC1455
 GC1455.The orthometric height was determined by differential leveling
 GC1455.and adjusted by the National Geodetic Survey in June 1991..
 GC1455
 GC1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1455
 GC1455.The geoid height was determined by GEOID03.
 GC1455
 GC1455.The dynamic height is computed by dividing the NAVD 88
 GC1455.geopotential number by the normal gravity value computed on the
 GC1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1455.degrees latitude (g = 980.6199 gals.).
 GC1455
 GC1455.The modeled gravity was interpolated from observed gravity values.
 GC1455
 GC1455;                    North         East     Units Scale Factor Converg.
 GC1455;SPC TN       -   188,165.786   483,840.967   MT  0.99995378   -0 45 16.2
 GC1455;SPC TN       -   617,340.58  1,587,401.57   sFT  0.99995378   -0 45 16.2
 GC1455;UTM  16      - 3,986,471.648   473,980.800   MT  0.99960834   -0 10 11.4
 GC1455
 GC1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1455!SPC TN       -   0.99996448  x   0.99995378  =   0.99991826
 GC1455!UTM  16      -   0.99996448  x   0.99960834  =   0.99957284
 GC1455
 GC1455:                Primary Azimuth Mark                     Grid Az
 GC1455:SPC TN       -  WHITE BLUFF MUNICIPAL TANK               034 38 09.8
 GC1455:UTM  16      -  WHITE BLUFF MUNICIPAL TANK               034 03 05.0
 GC1455
 GC1455|---------------------------------------------------------------------|
 GC1455| PID    Reference Object                     Distance      Geod. Az  |
 GC1455|                                                           dddmmss.s |
 GC1455| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX.11.1 KM 0335253.6 |
 GC1455| GC1456 HOGIN RM 1                           29.810 METERS 12606     |
 GC1455| GC1454 HOGIN RM 2                           25.779 METERS 27156     |
 GC1455| GC1453 HOGIN AZ MK                                        3021657.5 |
 GC1455|---------------------------------------------------------------------|
 GC1455
 GC1455                          SUPERSEDED SURVEY CONTROL
 GC1455
 GC1455  NAD 83(1995)-  36 01 20.64645(N)    087 17 19.59023(W) AD(       ) 2
 GC1455  NAD 83(1995)-  36 01 20.64695(N)    087 17 19.59044(W) AD(       ) 2
 GC1455  NAD 83(1986)-  36 01 20.65495(N)    087 17 19.59001(W) AD(       ) 2
 GC1455  NAD 27      -  36 01 20.43150(N)    087 17 19.55290(W) AD(       ) 2
 GC1455  NGVD 29 (??/??/92)  254.992  (m)          836.59   (f) ADJ UNCH    2 0
 GC1455
 GC1455.Superseded values are not recommended for survey control.
 GC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1455.See file dsdata.txt to determine how the superseded data were derived.
 GC1455
 GC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7398186472(NAD 83)
 GC1455_MARKER: DE = TRAVERSE STATION DISK
 GC1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1455_SP_SET: SQUARE CONCRETE MONUMENT
 GC1455_STAMPING: HOGIN 1959
 GC1455_MARK LOGO: CGS   
 GC1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1455+STABILITY: SURFACE MOTION
 GC1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1455+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1987
 GC1455
 GC1455  HISTORY     - Date     Condition        Report By
 GC1455  HISTORY     - 1959     MONUMENTED       CGS
 GC1455  HISTORY     - 1959     GOOD             CGS
 GC1455  HISTORY     - 19870624 GOOD             LOCENG
 GC1455
 GC1455                          STATION DESCRIPTION
 GC1455
 GC1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1455'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DICKSON, ABOUT 6
 GC1455'MILES SOUTH-SOUTHWEST OF WHITE BLUFF AND ABOUT 3 MILES
 GC1455'SOUTH-SOUTHEAST OF BURNS.
 GC1455'
 GC1455'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 47
 GC1455'AND STATE HIGHWAY NO. 96 IN BURNS, WHICH IS ABOUT 4 MILES SOUTHEAST
 GC1455'OF DICKSON, GO SOUTH FOR 0.25 MILE TO A T INTERSECTION AND STATE
 GC1455'HIGHWAY NO. 96 TURNS LEFT, TURN LEFT, EAST, AND GO 0.25 MILE TO A
 GC1455'SIDE ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.8
 GC1455'MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 GC1455'AS DESCRIBED. HERE CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 GC1455'CROSSROAD, TURN LEFT AND GO 0.2 MILE TO A FARM HOUSE ON THE RIGHT
 GC1455'AND THE STATION AS DESCRIBED.
 GC1455'
 GC1455'THE STATION IS 31 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 27
 GC1455'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 9 FEET SOUTH OF AN
 GC1455'EAST-WEST FENCE AND 5 FEET WEST OF A WITNESS POST. IT IS A STANDARD
 GC1455'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 GC1455'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE AND THE
 GC1455'DISK IS STAMPED HOGIN 1959.
 GC1455'
 GC1455'REFERENCE MARK NO. 1 IS 116 FEET SOUTH OF THE CENTER OF A GRAVELED
 GC1455'ROAD, 99 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 12
 GC1455'FEET NORTH OF THE CENTER OF A WOOD GATE AND 1 FOOT WEST OF A
 GC1455'NORTH-SOUTH FENCE. IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 GC1455'THE DISK IS STAMPED HOGIN NO 1 1959.
 GC1455'
 GC1455'REFERENCE MARK NO 2 IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GC1455'GARAGE, 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 GC1455'SOUTH OF AN EAST-WEST FENCE. IT IS SET FLUSH WITH THE SURROUNDING
 GC1455'SURFACE AND THE DISK IS STAMPED HOGIN NO 2 1959.
 GC1455'
 GC1455'THE AZIMUTH MARK IS 70 FEET WEST OF A T INTERSECTION, 23 FEET NORTH
 GC1455'OF THE CENTER OF A GRAVELED ROAD AND 2 FEET EAST OF A WITNESS POST.
 GC1455'IT PROJECTS 1 INCH ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC1455'STAMPED HOGIN 1959.
 GC1455'
 GC1455'HEIGHT OF LIGHT ABOVE STATION MARK 30.05 METERS.
 GC1455
 GC1455                          STATION RECOVERY (1959)
 GC1455
 GC1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1455'3.8 MI NE FROM TIDWELL.
 GC1455'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1455'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1455'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1455'ROAD, THENCE 0.65 MILES SOUTHEAST, THENCE 0.2 MILE NORTHEAST ON
 GC1455'A GRAVELED ROAD TO A FARM HOUSE ON THE RIGHT, 31 FT. EAST OF THE
 GC1455'NORTHEAST CORNER OF A GARAGE, 27 FT. SOUTH OF THE CENTER OF THE
 GC1455'GRAVELED ROAD, 9 FT. SOUTH OF AN EAST-WEST FENCE, AND 5 FT. WEST
 GC1455'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC1455'SET FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT 3 FT. ABOVE
 GC1455'THE LEVEL OF THE ROAD.
 GC1455
 GC1455                          STATION RECOVERY (1987)
 GC1455
 GC1455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1453 ***********************************************************************
 GC1453  DESIGNATION -  HOGIN AZ MK
 GC1453  PID         -  GC1453
 GC1453  STATE/COUNTY-  TN/DICKSON
 GC1453  USGS QUAD   -  BURNS (1986)
 GC1453
 GC1453                         *CURRENT SURVEY CONTROL
 GC1453  ___________________________________________________________________
 GC1453* NAD 83(1986)-  36 01 37.     (N)    087 17 50.     (W)     SCALED    
 GC1453* NAVD 88     -       258.265  (meters)     847.32   (feet)  ADJUSTED  
 GC1453  ___________________________________________________________________
 GC1453  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1453  DYNAMIC HT  -         258.039 (meters)     846.58  (feet)  COMP
 GC1453  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GC1453
 GC1453  VERT ORDER  -  SECOND    CLASS 0
 GC1453
 GC1453.The horizontal coordinates were scaled from a topographic map and have
 GC1453.an estimated accuracy of +/- 6 seconds.
 GC1453
 GC1453.The orthometric height was determined by differential leveling
 GC1453.and adjusted by the National Geodetic Survey in June 1991..
 GC1453
 GC1453.The geoid height was determined by GEOID03.
 GC1453
 GC1453.The dynamic height is computed by dividing the NAVD 88
 GC1453.geopotential number by the normal gravity value computed on the
 GC1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1453.degrees latitude (g = 980.6199 gals.).
 GC1453
 GC1453.The modeled gravity was interpolated from observed gravity values.
 GC1453
 GC1453;                    North         East    Units  Estimated Accuracy
 GC1453;SPC TN       -   188,680.      483,090.      MT  (+/- 180 meters Scaled)
 GC1453
 GC1453                          SUPERSEDED SURVEY CONTROL
 GC1453
 GC1453  NGVD 29 (??/??/92)  258.257  (m)          847.30   (f) ADJ UNCH    2 0
 GC1453
 GC1453.Superseded values are not recommended for survey control.
 GC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1453.See file dsdata.txt to determine how the superseded data were derived.
 GC1453
 GC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE732869(NAD 83)
 GC1453_MARKER: DZ = AZIMUTH MARK DISK
 GC1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1453_STAMPING: HOGIN 1959
 GC1453_MARK LOGO: CGS   
 GC1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1453+STABILITY: SURFACE MOTION
 GC1453
 GC1453  HISTORY     - Date     Condition        Report By
 GC1453  HISTORY     - 1959     MONUMENTED       CGS
 GC1453
 GC1453                          STATION DESCRIPTION
 GC1453
 GC1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1453'3 MI NE FROM TIDWELL.
 GC1453'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1453'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1453'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1453'ROAD, 70 FT. WEST OF A T JUNCTION, 23 FT. NORTH OF A GRAVELED
 GC1453'ROAD, AND 2 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1453'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1456 ***********************************************************************
 GC1456  DESIGNATION -  HOGIN RM 1
 GC1456  PID         -  GC1456
 GC1456  STATE/COUNTY-  TN/DICKSON
 GC1456  USGS QUAD   -  BURNS (1986)
 GC1456
 GC1456                         *CURRENT SURVEY CONTROL
 GC1456  ___________________________________________________________________
 GC1456* NAD 83(1986)-  36 01 20.     (N)    087 17 19.     (W)     SCALED    
 GC1456* NAVD 88     -       253.961  (meters)     833.20   (feet)  ADJUSTED  
 GC1456  ___________________________________________________________________
 GC1456  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1456  DYNAMIC HT  -         253.739 (meters)     832.48  (feet)  COMP
 GC1456  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GC1456
 GC1456  VERT ORDER  -  SECOND    CLASS 0
 GC1456
 GC1456.The horizontal coordinates were scaled from a topographic map and have
 GC1456.an estimated accuracy of +/- 6 seconds.
 GC1456
 GC1456.The orthometric height was determined by differential leveling
 GC1456.and adjusted by the National Geodetic Survey in June 1991..
 GC1456
 GC1456.The geoid height was determined by GEOID03.
 GC1456
 GC1456.The dynamic height is computed by dividing the NAVD 88
 GC1456.geopotential number by the normal gravity value computed on the
 GC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1456.degrees latitude (g = 980.6199 gals.).
 GC1456
 GC1456.The modeled gravity was interpolated from observed gravity values.
 GC1456
 GC1456;                    North         East    Units  Estimated Accuracy
 GC1456;SPC TN       -   188,150.      483,860.      MT  (+/- 180 meters Scaled)
 GC1456
 GC1456                          SUPERSEDED SURVEY CONTROL
 GC1456
 GC1456  NGVD 29 (??/??/92)  253.954  (m)          833.18   (f) ADJ UNCH    2 0
 GC1456
 GC1456.Superseded values are not recommended for survey control.
 GC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1456.See file dsdata.txt to determine how the superseded data were derived.
 GC1456
 GC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE739864(NAD 83)
 GC1456_MARKER: DR = REFERENCE MARK DISK
 GC1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1456_STAMPING: HOGIN NO 1 1959
 GC1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1456+STABILITY: SURFACE MOTION
 GC1456
 GC1456  HISTORY     - Date     Condition        Report By
 GC1456  HISTORY     - 1959     MONUMENTED       CGS
 GC1456
 GC1456                          STATION DESCRIPTION
 GC1456
 GC1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1456'3.8 MI NE FROM TIDWELL.
 GC1456'THIS MARK IS LOCATED AT THE HOGIN 1959 STATION SITE, 97.8 FT.
 GC1456'SOUTH-SOUTHEAST OF THE STATION MARK, 116 FT. SOUTH OF THE CENTER
 GC1456'OF THE GRAVELED ROAD, 99 FT. EAST-SOUTHEAST OF THE SOUTHEAST
 GC1456'CORNER OF A GARAGE, 12 FT. NORTH OF THE CENTER OF A WOOD GATE,
 GC1456'AND 1 FT. WEST OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST,
 GC1456'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1454 ***********************************************************************
 GC1454  DESIGNATION -  HOGIN RM 2
 GC1454  PID         -  GC1454
 GC1454  STATE/COUNTY-  TN/DICKSON
 GC1454  USGS QUAD   -  BURNS (1986)
 GC1454
 GC1454                         *CURRENT SURVEY CONTROL
 GC1454  ___________________________________________________________________
 GC1454* NAD 83(1986)-  36 01 20.     (N)    087 17 19.     (W)     SCALED    
 GC1454* NAVD 88     -       255.138  (meters)     837.07   (feet)  ADJUSTED  
 GC1454  ___________________________________________________________________
 GC1454  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1454  DYNAMIC HT  -         254.915 (meters)     836.33  (feet)  COMP
 GC1454  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GC1454
 GC1454  VERT ORDER  -  SECOND    CLASS 0
 GC1454
 GC1454.The horizontal coordinates were scaled from a topographic map and have
 GC1454.an estimated accuracy of +/- 6 seconds.
 GC1454
 GC1454.The orthometric height was determined by differential leveling
 GC1454.and adjusted by the National Geodetic Survey in June 1991..
 GC1454
 GC1454.The geoid height was determined by GEOID03.
 GC1454
 GC1454.The dynamic height is computed by dividing the NAVD 88
 GC1454.geopotential number by the normal gravity value computed on the
 GC1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1454.degrees latitude (g = 980.6199 gals.).
 GC1454
 GC1454.The modeled gravity was interpolated from observed gravity values.
 GC1454
 GC1454;                    North         East    Units  Estimated Accuracy
 GC1454;SPC TN       -   188,150.      483,860.      MT  (+/- 180 meters Scaled)
 GC1454
 GC1454                          SUPERSEDED SURVEY CONTROL
 GC1454
 GC1454  NGVD 29 (??/??/92)  255.132  (m)          837.05   (f) ADJ UNCH    2 0
 GC1454
 GC1454.Superseded values are not recommended for survey control.
 GC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1454.See file dsdata.txt to determine how the superseded data were derived.
 GC1454
 GC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE739864(NAD 83)
 GC1454_MARKER: DR = REFERENCE MARK DISK
 GC1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1454_STAMPING: HOGIN NO 2 1959
 GC1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1454+STABILITY: SURFACE MOTION
 GC1454
 GC1454  HISTORY     - Date     Condition        Report By
 GC1454  HISTORY     - 1959     MONUMENTED       CGS
 GC1454
 GC1454                          STATION DESCRIPTION
 GC1454
 GC1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1454'3.8 MI NE FROM TIDWELL.
 GC1454'THIS MARK IS LOCATED AT THE HOGIN 1959 STATION SITE, 84.6 FT.
 GC1454'EAST OF THE STATION MARK, 53 FT. NORTHWEST OF THE NORTHWEST
 GC1454'CORNER OF A GARAGE, 16 FT. NORTH OF THE CENTER OF A GRAVELED
 GC1454'ROAD AND 1 FT. SOUTH OF A FENCE, A DISK SET IN TOP OF A CONCRETE
 GC1454'POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT 3 FT.
 GC1454'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1623 ***********************************************************************
 FD1623  DESIGNATION -  HOHENWALD BLACK MUNICIPAL TANK
 FD1623  PID         -  FD1623
 FD1623  STATE/COUNTY-  TN/LEWIS
 FD1623  USGS QUAD   -  HOHENWALD (1991)
 FD1623
 FD1623                         *CURRENT SURVEY CONTROL
 FD1623  ___________________________________________________________________
 FD1623* NAD 83(1995)-  35 32 36.63964(N)    087 33 03.97693(W)     ADJUSTED  
 FD1623* NAVD 88     -                                                        
 FD1623  ___________________________________________________________________
 FD1623  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FD1623  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1623
 FD1623  HORZ ORDER  -  THIRD
 FD1623
 FD1623.The horizontal coordinates were established by classical geodetic methods
 FD1623.and adjusted by the National Geodetic Survey in April 1999..
 FD1623
 FD1623
 FD1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1623
 FD1623.The geoid height was determined by GEOID03.
 FD1623
 FD1623;                    North         East     Units Scale Factor Converg.
 FD1623;SPC TN       -   135,382.810   459,356.495   MT  0.99996119   -0 54 29.1
 FD1623;SPC TN       -   444,168.44  1,507,072.10   sFT  0.99996119   -0 54 29.1
 FD1623;UTM  16      - 3,933,458.742   450,045.322   MT  0.99963075   -0 19 13.4
 FD1623
 FD1623                          SUPERSEDED SURVEY CONTROL
 FD1623
 FD1623  NAD 83(1995)-  35 32 36.64356(N)    087 33 03.97748(W) AD(       ) 4
 FD1623  NAD 83(1986)-  35 32 36.65014(N)    087 33 03.97820(W) AD(       ) 4
 FD1623  NAD 27      -  35 32 36.38300(N)    087 33 03.91400(W) AD(       ) 3
 FD1623
 FD1623.Superseded values are not recommended for survey control.
 FD1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1623.See file dsdata.txt to determine how the superseded data were derived.
 FD1623
 FD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5004533459(NAD 83)
 FD1623_MARKER: 51 = TANK
 FD1623
 FD1623  HISTORY     - Date     Condition        Report By
 FD1623  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1623  HISTORY     - 1970     GOOD             NGS
 FD1623
 FD1623                          STATION DESCRIPTION
 FD1623
 FD1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1623'THE TANK IS NO LONGER BLACK IN COLOR BUT IS NOW PAINTED LIGHT GREEN.
 FD1623'THERE IS NO PREVIOUS DESCRIPTION AVAILABLE.
 FD1623'
 FD1623'THE STATION IS THE RED LIGHT ATOP THE HOHENWALD MUNICIPAL WATER TANK
 FD1623'THAT IS LOCATED NEAR THE INTERSECTION OF SOUTH MAPLE STREET AND EAST
 FD1623'THIRD AVENUE IN THE SOUTHEAST SECTION OF THE CITY OF HOHENWALD.
 FD1623'THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR STRUCTURAL
 FD1623'STEEL LEGS AND IS ABOUT 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1624 ***********************************************************************
 FD1624  DESIGNATION -  HOHENWALD NORTH MUNICIPAL TANK
 FD1624  PID         -  FD1624
 FD1624  STATE/COUNTY-  TN/LEWIS
 FD1624  USGS QUAD   -  HOHENWALD (1991)
 FD1624
 FD1624                         *CURRENT SURVEY CONTROL
 FD1624  ___________________________________________________________________
 FD1624* NAD 83(1995)-  35 33 15.59816(N)    087 33 21.21682(W)     ADJUSTED  
 FD1624* NAVD 88     -                                                        
 FD1624  ___________________________________________________________________
 FD1624  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FD1624  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1624
 FD1624  HORZ ORDER  -  THIRD
 FD1624
 FD1624.The horizontal coordinates were established by classical geodetic methods
 FD1624.and adjusted by the National Geodetic Survey in April 1999..
 FD1624
 FD1624
 FD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1624
 FD1624.The geoid height was determined by GEOID03.
 FD1624
 FD1624;                    North         East     Units Scale Factor Converg.
 FD1624;SPC TN       -   136,590.190   458,941.398   MT  0.99996025   -0 54 39.2
 FD1624;SPC TN       -   448,129.65  1,505,710.24   sFT  0.99996025   -0 54 39.2
 FD1624;UTM  16      - 3,934,661.405   449,618.004   MT  0.99963128   -0 19 23.7
 FD1624
 FD1624                          SUPERSEDED SURVEY CONTROL
 FD1624
 FD1624  NAD 83(1995)-  35 33 15.60205(N)    087 33 21.21731(W) AD(       ) 4
 FD1624  NAD 83(1986)-  35 33 15.60866(N)    087 33 21.21814(W) AD(       ) 4
 FD1624  NAD 27      -  35 33 15.34300(N)    087 33 21.15300(W) AD(       ) 3
 FD1624
 FD1624.Superseded values are not recommended for survey control.
 FD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1624.See file dsdata.txt to determine how the superseded data were derived.
 FD1624
 FD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4961834661(NAD 83)
 FD1624_MARKER: 51 = TANK
 FD1624
 FD1624  HISTORY     - Date     Condition        Report By
 FD1624  HISTORY     - 1962     FIRST OBSERVED   CGS
 FD1624
 FD1624                          STATION DESCRIPTION
 FD1624
 FD1624'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1330 ***********************************************************************
 FC1330  DESIGNATION -  HOLDER
 FC1330  PID         -  FC1330
 FC1330  STATE/COUNTY-  TN/MARION
 FC1330  USGS QUAD   -  MONTEAGLE (1982)
 FC1330
 FC1330                         *CURRENT SURVEY CONTROL
 FC1330  ___________________________________________________________________
 FC1330* NAD 83(1995)-  35 08 49.30265(N)    085 46 27.33909(W)     ADJUSTED  
 FC1330* NAVD 88     -       203.619  (meters)     668.04   (feet)  ADJUSTED  
 FC1330  ___________________________________________________________________
 FC1330  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FC1330  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1330  DYNAMIC HT  -         203.422 (meters)     667.39  (feet)  COMP
 FC1330  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FC1330
 FC1330  HORZ ORDER  -  SECOND
 FC1330  VERT ORDER  -  SECOND    CLASS 0
 FC1330
 FC1330.The horizontal coordinates were established by classical geodetic methods
 FC1330.and adjusted by the National Geodetic Survey in April 1999..
 FC1330
 FC1330.The orthometric height was determined by differential leveling
 FC1330.and adjusted by the National Geodetic Survey in June 1991..
 FC1330
 FC1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1330
 FC1330.The geoid height was determined by GEOID03.
 FC1330
 FC1330.The dynamic height is computed by dividing the NAVD 88
 FC1330.geopotential number by the normal gravity value computed on the
 FC1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1330.degrees latitude (g = 980.6199 gals.).
 FC1330
 FC1330.The modeled gravity was interpolated from observed gravity values.
 FC1330
 FC1330;                    North         East     Units Scale Factor Converg.
 FC1330;SPC TN       -    90,304.068   620,570.772   MT  1.00001977   +0 07 55.8
 FC1330;SPC TN       -   296,272.60  2,035,989.27   sFT  1.00001977   +0 07 55.8
 FC1330;UTM  16      - 3,890,035.763   611,653.181   MT  0.99975364   +0 42 20.5
 FC1330
 FC1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1330!SPC TN       -   0.99997257  x   1.00001977  =   0.99999234
 FC1330!UTM  16      -   0.99997257  x   0.99975364  =   0.99972622
 FC1330
 FC1330|---------------------------------------------------------------------|
 FC1330| PID    Reference Object                     Distance      Geod. Az  |
 FC1330|                                                           dddmmss.s |
 FC1330| FC1329 HOLDER RM 1                           5.819 METERS 14036     |
 FC1330| FC1328 H 38                                               1645133.0 |
 FC1330| FC1325 MARTIN                              APPROX. 1.8 KM 1701846.3 |
 FC1330| FC1331 HOLDER RM 2                           5.601 METERS 28401     |
 FC1330|---------------------------------------------------------------------|
 FC1330
 FC1330                          SUPERSEDED SURVEY CONTROL
 FC1330
 FC1330  NAD 83(1995)-  35 08 49.30404(N)    085 46 27.33885(W) AD(       ) 2
 FC1330  NAD 83(1995)-  35 08 49.30434(N)    085 46 27.34013(W) AD(       ) 2
 FC1330  NAD 83(1995)-  35 08 49.30746(N)    085 46 27.33735(W) AD(       ) 2
 FC1330  NAD 83(1986)-  35 08 49.30808(N)    085 46 27.33694(W) AD(       ) 2
 FC1330  NAD 27      -  35 08 49.01560(N)    085 46 27.43820(W) AD(       ) 2
 FC1330  NGVD 29 (??/??/92)  203.616  (m)          668.03   (f) ADJ UNCH    2 0
 FC1330
 FC1330.Superseded values are not recommended for survey control.
 FC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1330.See file dsdata.txt to determine how the superseded data were derived.
 FC1330
 FC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1165390036(NAD 83)
 FC1330_MARKER: DE = TRAVERSE STATION DISK
 FC1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1330_STAMPING: HOLDER 1962
 FC1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1330+STABILITY: SURFACE MOTION
 FC1330
 FC1330  HISTORY     - Date     Condition        Report By
 FC1330  HISTORY     - 1962     MONUMENTED       CGS
 FC1330  HISTORY     - 1964     GOOD             CGS
 FC1330  HISTORY     - 1964     GOOD             NGS
 FC1330
 FC1330                          STATION DESCRIPTION
 FC1330
 FC1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1330'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAYS
 FC1330'41 AND 64, ABOUT 10 MILES NORTHWEST OF JASPER AND ABOUT 7-1/2
 FC1330'MILES SOUTH-SOUTHEAST OF MONTEAGLE.
 FC1330'
 FC1330'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO EASTERLY
 FC1330'ON U.S. HIGHWAYS 41 AND 64 FOR 0.45 MILE TO THE JUNCTION OF
 FC1330'STATE ROUTE 56 ON THE LEFT, HERE CONTINUE SOUTHEASTERLY ON U.S.
 FC1330'HIGHWAYS 41 AND 64 FOR 7.6 MILES TO THE STATION ON THE LEFT,
 FC1330'JUST AFTER PASSING A GRAVELED ROAD LEFT AND W. O. HOLDERS MAIL BOX.
 FC1330'
 FC1330'THE STATION IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1330'ROAD, 40 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1330'41 AND 64, 17.5 FEET SOUTHWEST OF A GUYED POWERLINE POLE, AND 2.6
 FC1330'FEET SOUTH OF A METAL WITNESS POST. IT IS A STANDARD TRAVERSE
 FC1330'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 FC1330'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HOLDER
 FC1330'1962. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE AND
 FC1330'THE DISK IS STAMPED HOLDER 1962.
 FC1330'
 FC1330'REFERENCE MARK NO. 1 IS 85 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC1330'GRAVELED ROAD, 43 FEET EAST OF THE APPROXIMATE
 FC1330'CENTER OF U.S. HIGHWAYS 41 AND 64, 34 FEET SOUTHEAST OF A GUYED
 FC1330'POWERLINE POLE, AND ABOUT 1 FOOT ABOVE THE ELEVATION OF THE
 FC1330'STATION. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FC1330'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK
 FC1330'IS STAMPED HOLDER NO 1 1962.
 FC1330'
 FC1330'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC1330'GRAVELED ROAD, 27 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FC1330'HIGHWAYS 41 AND 64, 2 FEET NORTH OF A GUYED POWERLINE POLE, AND ABOUT
 FC1330'2-1/2 FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 FC1330'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC1330'THE DISK IS STAMPED HOLDER NO 2 1962.
 FC1330'
 FC1330'THE HORIZONTAL MEASUREMENT BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FC1330'MARK NO. 2 IS 35.6 FEET.
 FC1330'
 FC1330'U.S. COAST AND GEODETIC SURVEY BENCH MARK H 38 1934 WILL SERVE AS THE
 FC1330'AZIMUTH MARK. IT IS 92 FEET NORTH OF A TELEPHONE POLE, 66
 FC1330'FEET NORTHWEST OF A POWERLINE TRANSFORMER POLE NO. 1713, 34 FEET WEST
 FC1330'OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64, 1.4 FEET
 FC1330'WEST OF A METAL WITNESS POST SUPPORTING A T.V.A. SIGN, AND 0.7 OF A
 FC1330'FOOT EAST OF A WOVEN WIRE FENCE. IT IS A STANDARD C. AND
 FC1330'G.S. BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE,
 FC1330'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FC1330'STAMPED H 38 1934.
 FC1330'
 FC1330'TO REACH THE BENCH MARK WHICH SERVED AS THE AZIMUTH MARK FOR THIS
 FC1330'STATION, CONTINUE SOUTH ON U.S. HIGHWAYS 41 AND 64 FOR ABOUT
 FC1330'0.1 MILE TO THE MARK ON THE RIGHT.
 FC1330
 FC1330                          STATION RECOVERY (1964)
 FC1330
 FC1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FC1330'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1330'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1962 TO REACH FOR THE
 FC1330'STATION IS COMPLETELY ADEQUATE.  U. S. COAST AND GEODETIC SURVEY
 FC1330'BENCH MARK H 38 1934 WHICH WAS USED AS THE AZIMUTH MARK FOR THIS
 FC1330'STATION HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE PROJECT
 FC1330'ENGINEER FOR INTERSTATE ROUTE 24 STATED THAT HE DEFINATELY KNOWS
 FC1330'THIS MARK WAS ACCIDENTALLY DESTROYED BY A BULLDOZER WHILE
 FC1330'CLEARING THE RIGHT-OF-WAY.  A COMPLETE SEARCH WAS MADE
 FC1330'OF THE AREA IN AN ATTEMPT TO RECOVER THE DISK, BUT NO EVIDENCE OF THE
 FC1330'OLD MARK COULD BE FOUND AND IT IS PRESUMED THAT THE MARK IS NOW
 FC1330'UNDER THE HIGHWAY FILL IN THAT AREA.
 FC1330'
 FC1330'TRAVERSE STATION JUMP 1962 ABOUT 1.0 MILE NORTHWEST OF THIS STATION
 FC1330'IS NOW VISIBLE FROM THE GROUND AND WILL SERVE AS AN AZIMUTH MARK.
 FC1330
 FC1330                          STATION RECOVERY (1964)
 FC1330
 FC1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC1330'8 MI SE FROM MONTEAGLE.
 FC1330'THIS MARK IS AT THE HOLDER 1962 TRAVERSE STATION SITE.  TO REACH
 FC1330'FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON U.S. HIGHWAYS
 FC1330'41 AND 64 FOR 8.05 MILES TO THE STATION ON THE LEFT, JUST AFTER
 FC1330'PASSING A GRAVELED ROAD LEFT AND W.O. HOLDERS MAIL BOX.  IT IS
 FC1330'66 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 40
 FC1330'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64,
 FC1330'17.5 FEET SOUTHWEST OF A GUYED POWERLINE POLE, AND 2.6 FEET
 FC1330'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE
 FC1330'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC1330'MONUMENT PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE TOP OF
 FC1330'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1329 ***********************************************************************
 FC1329  DESIGNATION -  HOLDER RM 1
 FC1329  PID         -  FC1329
 FC1329  STATE/COUNTY-  TN/MARION
 FC1329  USGS QUAD   -  MONTEAGLE (1982)
 FC1329
 FC1329                         *CURRENT SURVEY CONTROL
 FC1329  ___________________________________________________________________
 FC1329* NAD 83(1986)-  35 08 49.     (N)    085 46 27.     (W)     SCALED    
 FC1329* NAVD 88     -       203.970  (meters)     669.19   (feet)  ADJUSTED  
 FC1329  ___________________________________________________________________
 FC1329  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1329  DYNAMIC HT  -         203.772 (meters)     668.54  (feet)  COMP
 FC1329  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FC1329
 FC1329  VERT ORDER  -  SECOND    CLASS 0
 FC1329
 FC1329.The horizontal coordinates were scaled from a topographic map and have
 FC1329.an estimated accuracy of +/- 6 seconds.
 FC1329
 FC1329.The orthometric height was determined by differential leveling
 FC1329.and adjusted by the National Geodetic Survey in June 1991..
 FC1329
 FC1329.The geoid height was determined by GEOID03.
 FC1329
 FC1329.The dynamic height is computed by dividing the NAVD 88
 FC1329.geopotential number by the normal gravity value computed on the
 FC1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1329.degrees latitude (g = 980.6199 gals.).
 FC1329
 FC1329.The modeled gravity was interpolated from observed gravity values.
 FC1329
 FC1329;                    North         East    Units  Estimated Accuracy
 FC1329;SPC TN       -    90,300.      620,580.      MT  (+/- 180 meters Scaled)
 FC1329
 FC1329                          SUPERSEDED SURVEY CONTROL
 FC1329
 FC1329  NGVD 29 (??/??/92)  203.966  (m)          669.18   (f) ADJ UNCH    2 0
 FC1329
 FC1329.Superseded values are not recommended for survey control.
 FC1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1329.See file dsdata.txt to determine how the superseded data were derived.
 FC1329
 FC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD116900(NAD 83)
 FC1329_MARKER: DR = REFERENCE MARK DISK
 FC1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1329_STAMPING: HOLDER NO 1 1962
 FC1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1329+STABILITY: SURFACE MOTION
 FC1329
 FC1329  HISTORY     - Date     Condition        Report By
 FC1329  HISTORY     - 1962     MONUMENTED       CGS
 FC1329  HISTORY     - 1964     GOOD             NGS
 FC1329
 FC1329                          STATION DESCRIPTION
 FC1329
 FC1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1329'8 MI SE FROM MONTEAGLE.
 FC1329'THIS MARK IS AT THE HOLDER 1962 TRAVERSE STATION SITE.  IT IS
 FC1329'85 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 43
 FC1329'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64,
 FC1329'34 FEET SOUTHEAST OF A GUYED POWER LINE POLE, 19.09 FEET SOUTH
 FC1329'OF THE STATION HOLDER 1962, AND ABOUT 1 FOOT ABOVE THE ELEVATION
 FC1329'OF THE STATION MARK.  A STANDARD REFERENCE MARK DISK SET IN THE
 FC1329'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FC1329'INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1331 ***********************************************************************
 FC1331  DESIGNATION -  HOLDER RM 2
 FC1331  PID         -  FC1331
 FC1331  STATE/COUNTY-  TN/MARION
 FC1331  USGS QUAD   -  MONTEAGLE (1982)
 FC1331
 FC1331                         *CURRENT SURVEY CONTROL
 FC1331  ___________________________________________________________________
 FC1331* NAD 83(1986)-  35 08 49.     (N)    085 46 27.     (W)     SCALED    
 FC1331* NAVD 88     -       203.089  (meters)     666.30   (feet)  ADJUSTED  
 FC1331  ___________________________________________________________________
 FC1331  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1331  DYNAMIC HT  -         202.892 (meters)     665.65  (feet)  COMP
 FC1331  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FC1331
 FC1331  VERT ORDER  -  SECOND    CLASS 0
 FC1331
 FC1331.The horizontal coordinates were scaled from a topographic map and have
 FC1331.an estimated accuracy of +/- 6 seconds.
 FC1331
 FC1331.The orthometric height was determined by differential leveling
 FC1331.and adjusted by the National Geodetic Survey in June 1991..
 FC1331
 FC1331.The geoid height was determined by GEOID03.
 FC1331
 FC1331.The dynamic height is computed by dividing the NAVD 88
 FC1331.geopotential number by the normal gravity value computed on the
 FC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1331.degrees latitude (g = 980.6199 gals.).
 FC1331
 FC1331.The modeled gravity was interpolated from observed gravity values.
 FC1331
 FC1331;                    North         East    Units  Estimated Accuracy
 FC1331;SPC TN       -    90,300.      620,580.      MT  (+/- 180 meters Scaled)
 FC1331
 FC1331                          SUPERSEDED SURVEY CONTROL
 FC1331
 FC1331  NGVD 29 (??/??/92)  203.085  (m)          666.29   (f) ADJ UNCH    2 0
 FC1331
 FC1331.Superseded values are not recommended for survey control.
 FC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1331.See file dsdata.txt to determine how the superseded data were derived.
 FC1331
 FC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD116900(NAD 83)
 FC1331_MARKER: DR = REFERENCE MARK DISK
 FC1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1331_STAMPING: HOLDER NO 2 1962
 FC1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1331+STABILITY: SURFACE MOTION
 FC1331
 FC1331  HISTORY     - Date     Condition        Report By
 FC1331  HISTORY     - 1962     MONUMENTED       CGS
 FC1331  HISTORY     - 1964     GOOD             NGS
 FC1331
 FC1331                          STATION DESCRIPTION
 FC1331
 FC1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1331'8 MI SE FROM MONTEAGLE.
 FC1331'THIS MARK IS AT THE HOLDER 1962 TRAVERSE STATION SITE.  IT IS
 FC1331'55 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FC1331'27 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND
 FC1331'64, 18.37 FEET NORTHWEST OF THE STATION HOLDER 1962, 2 FEET
 FC1331'NORTH OF A GUYED POWERLINE POLE, AND ABOUT 2 FEET BELOW THE
 FC1331'ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE MARK DISK
 FC1331'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH
 FC1331'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1846 ***********************************************************************
 GB1846  DESIGNATION -  HOLLADAY
 GB1846  PID         -  GB1846
 GB1846  STATE/COUNTY-  TN/PUTNAM
 GB1846  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1846
 GB1846                         *CURRENT SURVEY CONTROL
 GB1846  ___________________________________________________________________
 GB1846* NAD 83(1995)-  36 08 13.00666(N)    085 32 41.88348(W)     ADJUSTED  
 GB1846* NAVD 88     -       335.951  (meters)    1102.20   (feet)  ADJUSTED  
 GB1846  ___________________________________________________________________
 GB1846  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GB1846  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1846  DYNAMIC HT  -         335.652 (meters)    1101.22  (feet)  COMP
 GB1846  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1846
 GB1846  HORZ ORDER  -  SECOND
 GB1846  VERT ORDER  -  SECOND    CLASS 0
 GB1846
 GB1846.The horizontal coordinates were established by classical geodetic methods
 GB1846.and adjusted by the National Geodetic Survey in April 1999..
 GB1846
 GB1846.The orthometric height was determined by differential leveling
 GB1846.and adjusted by the National Geodetic Survey in June 1991..
 GB1846
 GB1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1846
 GB1846.The geoid height was determined by GEOID03.
 GB1846
 GB1846.The dynamic height is computed by dividing the NAVD 88
 GB1846.geopotential number by the normal gravity value computed on the
 GB1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1846.degrees latitude (g = 980.6199 gals.).
 GB1846
 GB1846.The modeled gravity was interpolated from observed gravity values.
 GB1846
 GB1846;                    North         East     Units Scale Factor Converg.
 GB1846;SPC TN       -   200,205.596   640,954.655   MT  0.99996233   +0 15 59.0
 GB1846;SPC TN       -   656,841.19  2,102,865.40   sFT  0.99996233   +0 15 59.0
 GB1846;UTM  16      - 4,000,118.389   630,915.827   MT  0.99981118   +0 51 29.4
 GB1846
 GB1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1846!SPC TN       -   0.99995190  x   0.99996233  =   0.99991423
 GB1846!UTM  16      -   0.99995190  x   0.99981118  =   0.99976309
 GB1846
 GB1846:                Primary Azimuth Mark                     Grid Az
 GB1846:SPC TN       -  COOKEVILLE SMALL MUNICIPAL TK            033 54 54.5
 GB1846:UTM  16      -  COOKEVILLE SMALL MUNICIPAL TK            033 19 24.1
 GB1846
 GB1846|---------------------------------------------------------------------|
 GB1846| PID    Reference Object                     Distance      Geod. Az  |
 GB1846|                                                           dddmmss.s |
 GB1846| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 4.6 KM 0341053.5 |
 GB1846| GB1849 HOLLADAY AZ MK                                     0513946.9 |
 GB1846| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX. 5.2 KM 0621409.0 |
 GB1846| GB1848 HOLLADAY RM 1                        25.196 METERS 08440     |
 GB1846| GB1841 UNION                               APPROX. 4.6 KM 2755127.2 |
 GB1846| GB1847 HOLLADAY RM 2                        22.916 METERS 27632     |
 GB1846|---------------------------------------------------------------------|
 GB1846
 GB1846                          SUPERSEDED SURVEY CONTROL
 GB1846
 GB1846  NAD 83(1995)-  36 08 13.00877(N)    085 32 41.88619(W) AD(       ) 2
 GB1846  NAD 83(1995)-  36 08 13.01146(N)    085 32 41.88677(W) AD(       ) 2
 GB1846  NAD 83(1986)-  36 08 13.01941(N)    085 32 41.88483(W) AD(       ) 2
 GB1846  NAD 27      -  36 08 12.79460(N)    085 32 41.97240(W) AD(       ) 2
 GB1846  NGVD 29 (??/??/92)  336.020  (m)         1102.43   (f) ADJ UNCH    2 0
 GB1846
 GB1846.Superseded values are not recommended for survey control.
 GB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1846.See file dsdata.txt to determine how the superseded data were derived.
 GB1846
 GB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3091600118(NAD 83)
 GB1846_MARKER: DE = TRAVERSE STATION DISK
 GB1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1846_STAMPING: HOLLADAY 1960
 GB1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1846+STABILITY: SURFACE MOTION
 GB1846
 GB1846  HISTORY     - Date     Condition        Report By
 GB1846  HISTORY     - 1960     MONUMENTED       CGS
 GB1846  HISTORY     - 1960     GOOD             CGS
 GB1846
 GB1846                          STATION DESCRIPTION
 GB1846
 GB1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1846'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF COOKEVILLE ON THE
 GB1846'NORTH SIDE OF INTERSTATE HIGHWAY 40.
 GB1846'
 GB1846'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE IN
 GB1846'COOKEVILLE, GO WEST ON U.S. HIGHWAY 70N FOR 0.55 MILE TO BUFFALO
 GB1846'VALLEY ROAD, TURN LEFT, SOUTHWEST, ON BUFFALO VALLEY ROAD AND GO 1.45
 GB1846'MILES TO A FORK, KEEP LEFT FORK AND GO 0.95 MILE TO A T JUNCTION
 GB1846'AT HOLLADAY SCHOOL, TURN LEFT, SOUTH, AND GO 0.3 MILE TO THE AZIMUTH
 GB1846'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.15 MILE TO THE NORTH SIDE OF
 GB1846'INTERSTATE HIGHWAY 40, TURN RIGHT, WEST, ALONG FENCE LINE AND GO 0.05
 GB1846'MILE TO THE STATION.
 GB1846'
 GB1846'THE STATION IS 85 FEET WEST OF A POWER LINE POLE, 26 FEET SOUTH OF
 GB1846'THE SOUTHEAST CORNER OF A BARN AND 1.8 FEET NORTH OF A WITNESS POST.
 GB1846'IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 GB1846'FLUSH, AND STAMPED HOLLADAY 1960.
 GB1846'
 GB1846'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A POWER LINE POLE. IT IS A
 GB1846'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB1846'STAMPED HOLLADAY NO 1 1960.
 GB1846'
 GB1846'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GB1846'A BARN, 13 FEET NORTH OF A FENCE LINE AND 1 FOOT SOUTH OF A WOOD
 GB1846'FENCE POST. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 GB1846'POST, FLUSH, AND STAMPED HOLLADAY NO 2 1960.
 GB1846'
 GB1846'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 10
 GB1846'FEET SOUTH OF A 12-INCH LOCUST TREE, 9 FEET NORTH OF AN 18-INCH
 GB1846'LOCUST TREE AND 2.2 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 GB1846'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH,
 GB1846'AND STAMPED HOLLADAY 1960.
 GB1846'
 GB1846'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GB1846
 GB1846                          STATION RECOVERY (1960)
 GB1846
 GB1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1846'4.2 MI SW FROM COOKEVILLE.
 GB1846'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON
 GB1846'STATE HIGHWAY 42, THEN 2.35 MILES WEST ON INTERSTATE HIGHWAY 40
 GB1846'TO THE INTERSECTION OF A GRAVELED ROAD.  THE STATION MARK IS ON
 GB1846'THE NORTH SIDE OF INTERSTATE HIGHWAY 40, 85 FT. WEST OF A POWER
 GB1846'LINE POLE, 28 FT. SOUTH OF THE SOUTHEAST CORNER OF A BARN AND
 GB1846'1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1846'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 GB1846'WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1849 ***********************************************************************
 GB1849  DESIGNATION -  HOLLADAY AZ MK
 GB1849  PID         -  GB1849
 GB1849  STATE/COUNTY-  TN/PUTNAM
 GB1849  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1849
 GB1849                         *CURRENT SURVEY CONTROL
 GB1849  ___________________________________________________________________
 GB1849* NAD 83(1986)-  36 08 14.     (N)    085 32 38.     (W)     SCALED    
 GB1849* NAVD 88     -       338.563  (meters)    1110.77   (feet)  ADJUSTED  
 GB1849  ___________________________________________________________________
 GB1849  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB1849  DYNAMIC HT  -         338.261 (meters)    1109.78  (feet)  COMP
 GB1849  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1849
 GB1849  VERT ORDER  -  SECOND    CLASS 0
 GB1849
 GB1849.The horizontal coordinates were scaled from a topographic map and have
 GB1849.an estimated accuracy of +/- 6 seconds.
 GB1849
 GB1849.The orthometric height was determined by differential leveling
 GB1849.and adjusted by the National Geodetic Survey in June 1991..
 GB1849
 GB1849.The geoid height was determined by GEOID03.
 GB1849
 GB1849.The dynamic height is computed by dividing the NAVD 88
 GB1849.geopotential number by the normal gravity value computed on the
 GB1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1849.degrees latitude (g = 980.6199 gals.).
 GB1849
 GB1849.The modeled gravity was interpolated from observed gravity values.
 GB1849
 GB1849;                    North         East    Units  Estimated Accuracy
 GB1849;SPC TN       -   200,240.      641,050.      MT  (+/- 180 meters Scaled)
 GB1849
 GB1849                          SUPERSEDED SURVEY CONTROL
 GB1849
 GB1849  NGVD 29 (??/??/92)  338.632  (m)         1111.00   (f) ADJ UNCH    2 0
 GB1849
 GB1849.Superseded values are not recommended for survey control.
 GB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1849.See file dsdata.txt to determine how the superseded data were derived.
 GB1849
 GB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF310001(NAD 83)
 GB1849_MARKER: DR = REFERENCE MARK DISK
 GB1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1849_STAMPING: HOLLADAY 1960
 GB1849_MARK LOGO: CGS   
 GB1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1849+STABILITY: SURFACE MOTION
 GB1849
 GB1849  HISTORY     - Date     Condition        Report By
 GB1849  HISTORY     - 1960     MONUMENTED       CGS
 GB1849
 GB1849                          STATION DESCRIPTION
 GB1849
 GB1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1849'4.3 MI SW FROM COOKEVILLE.
 GB1849'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1849'HIGHWAY 42, THEN 2.35 MILES WEST ON INTERSTATE HIGHWAY 40 TO
 GB1849'THE INTERSECTION OF A GRAVELED ROAD, THEN 0.15 MILE NORTH ON
 GB1849'THE GRAVELED ROAD.  THE AZIMUTH MARK IS 25 FT. EAST OF THE
 GB1849'CENTER OF THE GRAVELED ROAD, 10 FT. SOUTH OF A 12-INCH LOCUST
 GB1849'TREE, 9 FT. NORTH OF AN 18-INCH LOCUST TREE AND 2.2 FT. SOUTHWEST
 GB1849'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1849'THAT IS FLUSH WITH THE GROUND AND ABOUT 2 FT. ABOVE THE LEVEL
 GB1849'OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1848 ***********************************************************************
 GB1848  DESIGNATION -  HOLLADAY RM 1
 GB1848  PID         -  GB1848
 GB1848  STATE/COUNTY-  TN/PUTNAM
 GB1848  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1848
 GB1848                         *CURRENT SURVEY CONTROL
 GB1848  ___________________________________________________________________
 GB1848* NAD 83(1986)-  36 08 12.     (N)    085 32 41.     (W)     SCALED    
 GB1848* NAVD 88     -       335.301  (meters)    1100.07   (feet)  ADJUSTED  
 GB1848  ___________________________________________________________________
 GB1848  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB1848  DYNAMIC HT  -         335.002 (meters)    1099.09  (feet)  COMP
 GB1848  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1848
 GB1848  VERT ORDER  -  SECOND    CLASS 0
 GB1848
 GB1848.The horizontal coordinates were scaled from a topographic map and have
 GB1848.an estimated accuracy of +/- 6 seconds.
 GB1848
 GB1848.The orthometric height was determined by differential leveling
 GB1848.and adjusted by the National Geodetic Survey in June 1991..
 GB1848
 GB1848.The geoid height was determined by GEOID03.
 GB1848
 GB1848.The dynamic height is computed by dividing the NAVD 88
 GB1848.geopotential number by the normal gravity value computed on the
 GB1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1848.degrees latitude (g = 980.6199 gals.).
 GB1848
 GB1848.The modeled gravity was interpolated from observed gravity values.
 GB1848
 GB1848;                    North         East    Units  Estimated Accuracy
 GB1848;SPC TN       -   200,180.      640,980.      MT  (+/- 180 meters Scaled)
 GB1848
 GB1848                          SUPERSEDED SURVEY CONTROL
 GB1848
 GB1848  NGVD 29 (??/??/92)  335.370  (m)         1100.29   (f) ADJ UNCH    2 0
 GB1848
 GB1848.Superseded values are not recommended for survey control.
 GB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1848.See file dsdata.txt to determine how the superseded data were derived.
 GB1848
 GB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF309000(NAD 83)
 GB1848_MARKER: DR = REFERENCE MARK DISK
 GB1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1848_STAMPING: HOLLADAY NO 1 1960
 GB1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1848+STABILITY: SURFACE MOTION
 GB1848
 GB1848  HISTORY     - Date     Condition        Report By
 GB1848  HISTORY     - 1960     MONUMENTED       CGS
 GB1848
 GB1848                          STATION DESCRIPTION
 GB1848
 GB1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1848'4.2 MI SW FROM COOKEVILLE.
 GB1848'THIS MARK IS LOCATED AT THE HOLLADAY 1960 STATION SITE, 82.7 FT.
 GB1848'EAST OF THE STATION MARK AND 2 FT. WEST OF A POWER LINE POLE.  THE
 GB1848'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1848'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1847 ***********************************************************************
 GB1847  DESIGNATION -  HOLLADAY RM 2
 GB1847  PID         -  GB1847
 GB1847  STATE/COUNTY-  TN/PUTNAM
 GB1847  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1847
 GB1847                         *CURRENT SURVEY CONTROL
 GB1847  ___________________________________________________________________
 GB1847* NAD 83(1986)-  36 08 12.     (N)    085 32 41.     (W)     SCALED    
 GB1847* NAVD 88     -       334.297  (meters)    1096.77   (feet)  ADJUSTED  
 GB1847  ___________________________________________________________________
 GB1847  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB1847  DYNAMIC HT  -         333.998 (meters)    1095.79  (feet)  COMP
 GB1847  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1847
 GB1847  VERT ORDER  -  SECOND    CLASS 0
 GB1847
 GB1847.The horizontal coordinates were scaled from a topographic map and have
 GB1847.an estimated accuracy of +/- 6 seconds.
 GB1847
 GB1847.The orthometric height was determined by differential leveling
 GB1847.and adjusted by the National Geodetic Survey in June 1991..
 GB1847
 GB1847.The geoid height was determined by GEOID03.
 GB1847
 GB1847.The dynamic height is computed by dividing the NAVD 88
 GB1847.geopotential number by the normal gravity value computed on the
 GB1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1847.degrees latitude (g = 980.6199 gals.).
 GB1847
 GB1847.The modeled gravity was interpolated from observed gravity values.
 GB1847
 GB1847;                    North         East    Units  Estimated Accuracy
 GB1847;SPC TN       -   200,180.      640,980.      MT  (+/- 180 meters Scaled)
 GB1847
 GB1847                          SUPERSEDED SURVEY CONTROL
 GB1847
 GB1847  NGVD 29 (??/??/92)  334.365  (m)         1097.00   (f) ADJ UNCH    2 0
 GB1847
 GB1847.Superseded values are not recommended for survey control.
 GB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1847.See file dsdata.txt to determine how the superseded data were derived.
 GB1847
 GB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF309000(NAD 83)
 GB1847_MARKER: DR = REFERENCE MARK DISK
 GB1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1847_STAMPING: HOLLADAY NO 2 1960
 GB1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1847+STABILITY: SURFACE MOTION
 GB1847
 GB1847  HISTORY     - Date     Condition        Report By
 GB1847  HISTORY     - 1960     MONUMENTED       CGS
 GB1847
 GB1847                          STATION DESCRIPTION
 GB1847
 GB1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1847'4.2 MI SW FROM COOKEVILLE.
 GB1847'THIS MARK IS LOCATED AT THE HOLLADAY 1960 STATION SITE, 75.2
 GB1847'FT. WEST OF THE STATION MARK, 47 FT. SOUTHWEST OF THE SOUTHWEST
 GB1847'CORNER OF A BARN 13 FT. NORTH OF A WIRE FENCE, AND 1 FT. SOUTH
 GB1847'OF A WOOD FENCE POST.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1847'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2247 ***********************************************************************
 FE2247  DESIGNATION -  HOLLAND
 FE2247  PID         -  FE2247
 FE2247  STATE/COUNTY-  TN/HARDIN
 FE2247  USGS QUAD   -  PICKWICK (1972)
 FE2247
 FE2247                         *CURRENT SURVEY CONTROL
 FE2247  ___________________________________________________________________
 FE2247* NAD 83(1995)-  35 04 38.88711(N)    088 08 15.77537(W)     ADJUSTED  
 FE2247* NAVD 88     -       234.3    (meters)     769.     (feet)  VERTCON   
 FE2247  ___________________________________________________________________
 FE2247  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2247  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2247
 FE2247  HORZ ORDER  -  FIRST
 FE2247
 FE2247.The horizontal coordinates were established by classical geodetic methods
 FE2247.and adjusted by the National Geodetic Survey in April 1999..
 FE2247
 FE2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2247
 FE2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2247
 FE2247.The geoid height was determined by GEOID03.
 FE2247
 FE2247;                    North         East     Units Scale Factor Converg.
 FE2247;SPC TN       -    84,692.254   405,044.671   MT  1.00003493   -1 15 05.4
 FE2247;SPC TN       -   277,861.17  1,328,884.06   sFT  1.00003493   -1 15 05.4
 FE2247;UTM  16      - 3,882,225.955   396,277.196   MT  0.99973259   -0 39 14.0
 FE2247
 FE2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2247!SPC TN       -   0.99996753  x   1.00003493  =   1.00000246
 FE2247!UTM  16      -   0.99996753  x   0.99973259  =   0.99970013
 FE2247
 FE2247|---------------------------------------------------------------------|
 FE2247| PID    Reference Object                     Distance      Geod. Az  |
 FE2247|                                                           dddmmss.s |
 FE2247| CG3480 HOLLAND RM 1                         25.214 METERS 01056     |
 FE2247| FD1592 PINHOOK                             APPROX.17.9 KM 0594113.9 |
 FE2247| FE2250 PICKWICK TVA MICROWAVE KIE 35       APPROX.11.0 KM 2362244.0 |
 FE2247| FE2249 HOLLAND RIM 48 LOT                  APPROX. 9.6 KM 2423323.9 |
 FE2247| FE2259 COUNCE TN RIVER PULP CO TANK        APPROX.12.4 KM 2531109.2 |
 FE2247| CG3481 HOLLAND RM 2                         33.040 METERS 28200     |
 FE2247| CG3479 HOLLAND AZ MK                                      3513528.8 |
 FE2247| FE2248 HOLLAND RM A                         30.682 METERS 35302     |
 FE2247|---------------------------------------------------------------------|
 FE2247
 FE2247                          SUPERSEDED SURVEY CONTROL
 FE2247
 FE2247  NAD 83(1995)-  35 04 38.88808(N)    088 08 15.77541(W) AD(       ) 1
 FE2247  NAD 83(1995)-  35 04 38.88812(N)    088 08 15.77558(W) AD(       ) 1
 FE2247  NAD 83(1995)-  35 04 38.89485(N)    088 08 15.77340(W) AD(       ) 1
 FE2247  NAD 83(1986)-  35 04 38.89597(N)    088 08 15.77242(W) AD(       ) 1
 FE2247  NAD 27      -  35 04 38.59400(N)    088 08 15.63900(W) AD(       ) 1
 FE2247  NGVD 29 (07/19/86)  234.3    (m)          769.     (f) VERT ANG       
 FE2247
 FE2247.Superseded values are not recommended for survey control.
 FE2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2247.See file dsdata.txt to determine how the superseded data were derived.
 FE2247
 FE2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9627782226(NAD 83)
 FE2247_MARKER: DS = TRIANGULATION STATION DISK
 FE2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2247
 FE2247  HISTORY     - Date     Condition        Report By
 FE2247  HISTORY     - 1934     MONUMENTED       CGS
 FE2247  HISTORY     - 1962     GOOD             CGS
 FE2247  HISTORY     - 1970     GOOD             NGS
 FE2247
 FE2247                          STATION DESCRIPTION
 FE2247
 FE2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FE2247'ABOUT 12 MILES SOUTH-SOUTHEAST OF SAVANNAH, 3-1/2 MILES
 FE2247'EAST-NORTHEAST OF DUNCANS LANDING ON TENNESSEE RIVER, 2
 FE2247'MILES SOUTH OF HORSE CREEK, 1-1/4 MILES WEST OF HOLLAND CREEK, ON
 FE2247'FLAT WOODED RIDGE, AND ON LAND OWNED BY MR.  ROBERT
 FE2247'JOHNSON. TO REACH FROM JUNCTION OF U.S. ROUTE 64 AND STATE ROUTE 69
 FE2247'AT EAST EDGE OF SAVANNAH, GO SOUTHEAST 8.6 MILES ON STATE
 FE2247'ROUTE 69, TURN LEFT ONTO GRAVEL ROAD, GO 2.5 MILES TO FORK, TURN
 FE2247'LEFT, GO 1.5 MILES, TURN RIGHT, GO 0.6 MILE TO FORK (END
 FE2247'OF TRUCK TRAVEL), TURN RIGHT, FORD CREEK, AND FOLLOW BLAZED TRAIL
 FE2247'ABOUT 1.5 MILES TO STATION, OR FOLLOW TRAIL UP PORTERS HOLLOW
 FE2247'ABOUT 1-1/2 MILES, TURN RIGHT, AND GO ALONG TOP OF RIDGE ABOUT 1/2
 FE2247'MILE TO STATION SITE. STATION IS ON HIGH POINT OF RIDGE, 80 FEET
 FE2247'NORTHWEST OF 8-INCH ARROW-BLAZED HICKORY TREE BESIDE TRAIL
 FE2247'ALONG TOP OF RIDGE, AND 47 FEET NORTHEAST OF 10-INCH TRIANGLE-BLAZED
 FE2247'PINE TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2247'DISKS IN CONCRETE. SURFACE MARK PROJECTS 4 INCHES
 FE2247'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2247'REFERENCE DISKS IN CONCRETE. REFERENCE MARK NO. 1,
 FE2247'PROJECTING 5 INCHES ABOVE GROUND, IS 82.70 FEET FROM STATION
 FE2247'10 DEG 56 MIN E. REFERENCE MARK NO. 2, PROJECTING 4
 FE2247'INCHES ABOVE GROUND, IS 100 FEET WEST-NORTHWEST OF BLAZED-PINE TREE
 FE2247'AND 108.38 FEET FROM STATION N 83 DEG 58 MIN W.
 FE2247'REFERENCE MARK NO. 1 IS 135.10 FEET NORTHEAST OF REFERENCE MARK NO.
 FE2247'2. AZIMUTH MARK, PROJECTING 6 INCHES ABOVE GROUND, IS 15
 FE2247'FEET SOUTH OF 8-INCH PINE TREE IN MIDDLE OF DIM TRAIL AND 252.5 FEET
 FE2247'FROM STATION N 8 DEG 24 MIN W.
 FE2247
 FE2247                          STATION RECOVERY (1962)
 FE2247
 FE2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2247'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2247'HOWEVER, THE DISK IN REFERENCE MARK NO. 2 AND THE AZIMUTH
 FE2247'MARK WERE INTERCHANGED AT THE TIME THE STATION WAS ESTABLISHED, AND
 FE2247'THE STAMPING WAS ALTERED AT THE TIME OF THIS RECOVERY TO
 FE2247'AGREE WITH THE ORIGINAL DESCRIPTION. THE ORIGINAL TO REACH IS
 FE2247'COMPLETELY INADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 FE2247'DESCRIPTION.
 FE2247'
 FE2247'THE STATION IS ON THE TOP OF A FLAT-TOPPED, HEAVILY WOODED RIDGE, ON
 FE2247'THE PROPERTY OF MR. GEORGE L. JOHNSON ABOUT 12 MILES
 FE2247'SOUTH-SOUTHEAST OF SAVANNAH, 5-1/2 MILES EAST OF THE PICKWICK DAM ON
 FE2247'THE TENNESSEE RIVER, 2 MILES SOUTH OF HORSE CREEK, AND 1-1/2
 FE2247'MILES WEST OF HOLLAND CREEK.
 FE2247'
 FE2247'TO REACH FROM THE NORTHEAST CORNER OF THE HARDIN COUNTY COURTHOUSE
 FE2247'SQUARE IN SAVANNAH, GO EAST ON U. S. HIGHWAY 64 FOR 0.35
 FE2247'MILE TO THE TRAFFIC LIGHT AT THE JUNCTION OF STATE ROUTE 69. HERE
 FE2247'TURN RIGHT AND GO SOUTHEASTERLY ON STATE ROUTE 69 FOR 12.3
 FE2247'MILES TO A GRAVELED T ROAD ON THE RIGHT, (WATERLOO ROAD), TURN RIGHT
 FE2247'AND GO SOUTHERLY ON THIS GRAVELED ROAD FOR 0.7 MILE TO A
 FE2247'WOODS ROAD ON THE RIGHT JUST BEFORE REACHING THE BRICK HOME OF MR.
 FE2247'CECIL JOHNSON ON THE RIGHT. HERE TURN SHARP RIGHT, FORDING
 FE2247'HOLLAND CREEK, AND GO WESTERLY ON A WOODS ROAD FOR 0.1 MILE
 FE2247'TO A WIRE GATE, PASS THROUGH THIS GATE AND CONTINUE 0.05 MILE TO
 FE2247'ANOTHER WIRE GATE, PASS THROUGH THIS GATE AND CONTINUE
 FE2247'SOUTHWESTERLY FOR 0.15 MILE TO A ROAD RIGHT LEADING UPHILL, KEEP LEFT
 FE2247'AND CONTINUE SOUTHWESTERLY FOR 1.1 MILES TO WHERE THE T.V.A.
 FE2247'TRANSMISSION LINE CROSSES OVER THE ROAD, CONTINUE 0.1 MILE TO AN OLD
 FE2247'SAWMILL SITE, CONTINUE 0.25 MILE TO THE SUMMIT OF THE
 FE2247'HILL AND AN 8-INCH, TRIANGLE BLAZED OAK TREE ON THE RIGHT, A 14-INCH,
 FE2247'TRIANGLE BLAZED, FORKED OAK TREE ON THE LEFT AND THE
 FE2247'STATION ABOUT 50 YARDS SOUTH AT THE SUMMIT OF THE HILL.
 FE2247'
 FE2247'THE STATION IS 160 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODS
 FE2247'ROAD, 14 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED OAK TREE,
 FE2247'10 FEET EAST OF AN 8-INCH, TRIANGLE BLAZED OAK TREE, 9 FEET NORTHWEST
 FE2247'OF A 10-INCH, TRIANGLE BLAZED GUM TREE, AND 1.4 FEET WEST
 FE2247'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE
 FE2247'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5
 FE2247'INCHES AND THE DISK IS STAMPED HOLLAND 1934.
 FE2247'
 FE2247'REFERENCE MARK NO. 1 IS 80 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FE2247'THE WOODS ROAD, 19 FEET NORTHWEST OF A 10-INCH, TRIANGLE BLAZED
 FE2247'OAK TREE, 10 FEET EAST OF AN 8-INCH, TRIANGLE BLAZED OAK TREE, AND 4
 FE2247'FEET SOUTHWEST OF A 12-INCH, TRIANGLE BLAZED HICKORY TREE. IT
 FE2247'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FE2247'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FE2247'HOLLAND NO 1 1934.
 FE2247'
 FE2247'REFERENCE MARK NO 2 IS 15 FEET WEST OF AN 8-INCH, TRIANGLE BLAZED
 FE2247'HICKORY TREE AND 14 FEET NORTH OF A 24 INCH HICKORY TREE
 FE2247'WITH A LARGE HOLLOW SCAR ON THE NORTH SIDE. IT IS A STANDARD DISK SET
 FE2247'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FE2247'3 INCHES AND THE DISK IS STAMPED HOLLAND NO 2 1934.
 FE2247'
 FE2247'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FE2247'MARK NO. 2 IS 135.10 FEET.
 FE2247'
 FE2247'THE AZIMUTH MARK IS 132 FEET SOUTHWEST OF TRIANGLE BLAZED TREES ON
 FE2247'WOODS ROAD NORTH OF STATION, 25 FEET SOUTH OF AN 8-INCH PINE
 FE2247'TREE, 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD,
 FE2247'21 FEET NORTHWEST OF AN 8-INCH PINE TREE, 5 FEET NORTHEAST OF A
 FE2247'14-INCH, TRIANGLE BLAZED OAK TREE, AND 1.0 FOOT NORTH OF A METAL
 FE2247'WITNESS POST AND SIGN. IT IS A STANDARD REFERENCE MARK DISK
 FE2247'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2247'PROJECTS 5 INCHES AND THE DISK IS STAMPED HOLLAND AZIMUTH 1934.
 FE2247
 FE2247                          STATION RECOVERY (1970)
 FE2247
 FE2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2247'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 FE2247'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 FE2247'DIRECTION TO ALL OF THE MARKS COMPARED FAVORABLY WITH THE 1934
 FE2247'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FE2247'
 FE2247'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF SAVANNAH, 6
 FE2247'MILES EAST OF THE PICKWICK DAM, 1-1/2 MILES SOUTH OF STATE HIGHWAY
 FE2247'69, 1-1/2 MILES WEST OF HOLLAND CREEK AND ON PROPERTY OWNED BY MR.
 FE2247'GEORGE L. JOHNSON OF SAVANNAH.
 FE2247'
 FE2247'TO REACH THE STATION FROM THE POST OFFICE IN PICKWICK GO NORTH ON
 FE2247'STATE HIGHWAY 57 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 128.
 FE2247'CONTINUE NORTH ON STATE HIGHWAY 128 FOR 2.55 MILES, CROSSING THE
 FE2247'PICKWICK DAM ON THE TENNESSEE RIVER, TO A SIDE ROAD RIGHT.  TURN
 FE2247'RIGHT AND GO NORTHEAST ON THE SURFACED ROAD FOR 0.5 MILE TO A
 FE2247'SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE SURFACED
 FE2247'ROAD FOR 6.15 MILES TO THE JUNCTION OF STATE HIGHWAY 69.  TURN
 FE2247'RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 69 FOR 2.4 MILES TO
 FE2247'A SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 FE2247'SURFACED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 FE2247'AND GO WESTERLY CROSSING HOLLAND CREEK FOR 0.1 MILE TO A GATE.
 FE2247'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE WOODS ROAD
 FE2247'FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 FE2247'WESTERLY ON THE WOODS ROAD FOR 1.0 MILE TO WHERE THE TENNESSEE
 FE2247'VALLEY AUTHORITY TRANSMISSION LINES CROSS OVER THE ROAD.
 FE2247'CONTINUE AHEAD ON THE WOODS ROAD FOR 0.45 MILE TO THE TOP OF THE
 FE2247'RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 FE2247'
 FE2247'THE STATION MARK IS A STANDARD DISK STAMPED HOLLAND 1934, SET IN THE
 FE2247'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 FE2247'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 175 FEET
 FE2247'SOUTH OF THE CENTER OF THE WOODS ROAD, 10 FEET EAST OF A 8-INCH OAK
 FE2247'TREE WITH A TRIANGULAR BLAZE, 9 FEET NORTHWEST OF A 10-INCH
 FE2247'HICKORY TREE WITH A TRIANGULAR BLAZE AND 1 FOOT NORTH OF A METAL
 FE2247'WITNESS POST WITH SIGN ATTACHED.
 FE2247'
 FE2247'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOLLAND NO 1 1934, SET
 FE2247'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FE2247'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 FE2247'FEET SOUTH OF THE CENTER OF THE WOODS ROAD, 20 FEET NORTHWEST OF
 FE2247'A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, 10 FEET EAST OF A
 FE2247'12-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 4 FEET SOUTHWEST OF A
 FE2247'8-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 FE2247'
 FE2247'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLLAND NO 2 1934, SET
 FE2247'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FE2247'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 109
 FE2247'FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED, 15 FEET
 FE2247'WEST OF A 8-INCH HICKORY TREE WITH A TRIANGULAR BLAZE AND 14
 FE2247'FEET EAST OF A 26-INCH HICKORY TREE WITH A HOLLOW SCAR ON THE
 FE2247'NORTH SIDE.
 FE2247'
 FE2247'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HOLLAND
 FE2247'AZIMUTH 1934, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FE2247'INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 FE2247'IT IS 23 FEET WEST OF THE CENTER OF THE WOODS ROAD, 5 FEET NORTH
 FE2247'OF A 14-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 1 FOOT EAST OF A
 FE2247'METAL WITNESS POST WITH SIGN ATTACHED.
 FE2247'
 FE2247'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FE2247'
 FE2247'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY BRUSH AND
 FE2247'TREES.
 FE2247'
 FE2247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 FE2247'PICKWICK DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1612 ***********************************************************************
 FD1612  DESIGNATION -  HOLLAND RIM 11 LOT
 FD1612  PID         -  FD1612
 FD1612  STATE/COUNTY-  TN/WAYNE
 FD1612  USGS QUAD   -  EAGLE CREEK (1972)
 FD1612
 FD1612                         *CURRENT SURVEY CONTROL
 FD1612  ___________________________________________________________________
 FD1612* NAD 83(1995)-  35 16 15.13517(N)    087 55 38.85844(W)     ADJUSTED  
 FD1612* NAVD 88     -                                                        
 FD1612  ___________________________________________________________________
 FD1612  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FD1612  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1612
 FD1612  HORZ ORDER  -  THIRD
 FD1612
 FD1612.The horizontal coordinates were established by classical geodetic methods
 FD1612.and adjusted by the National Geodetic Survey in April 1999..
 FD1612
 FD1612
 FD1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1612
 FD1612.The geoid height was determined by GEOID03.
 FD1612
 FD1612;                    North         East     Units Scale Factor Converg.
 FD1612;SPC TN       -   105,746.943   424,639.421   MT  0.99999638   -1 07 42.3
 FD1612;SPC TN       -   346,938.10  1,393,171.17   sFT  0.99999638   -1 07 42.3
 FD1612;UTM  16      - 3,903,476.544   415,646.284   MT  0.99968769   -0 32 08.1
 FD1612
 FD1612                          SUPERSEDED SURVEY CONTROL
 FD1612
 FD1612  NAD 83(1995)-  35 16 15.13882(N)    087 55 38.86011(W) AD(       ) 4
 FD1612  NAD 83(1995)-  35 16 15.13889(N)    087 55 38.86018(W) AD(       ) 4
 FD1612  NAD 83(1995)-  35 16 15.14087(N)    087 55 38.85779(W) AD(       ) 4
 FD1612  NAD 83(1986)-  35 16 15.14420(N)    087 55 38.85709(W) AD(       ) 4
 FD1612  NAD 27      -  35 16 14.86061(N)    087 55 38.74709(W) AD(       ) 3
 FD1612
 FD1612.Superseded values are not recommended for survey control.
 FD1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1612.See file dsdata.txt to determine how the superseded data were derived.
 FD1612
 FD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1564603477(NAD 83)
 FD1612_MARKER: 57 = LOOKOUT TOWER
 FD1612
 FD1612  HISTORY     - Date     Condition        Report By
 FD1612  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1612
 FD1612                          STATION DESCRIPTION
 FD1612
 FD1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1612'THE STATION IS THE TOP CENTER OF THE TENNESSEE, STATE
 FD1612'CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT TOWER
 FD1612'NUMBER 11 THAT IS LOCATED ABOUT 3 MILES SOUTH OF CLIFTON
 FD1612'JUNCTION AND 2 MILES NORTH OF HOUSTON.  THE TOWER IS A FOUR
 FD1612'LEGGED STEEL STRUCTURE 80 FEET IN HEIGHT SURMOUNTED BY A
 FD1612'SMALL HOUSE.  THE OVERALL HEIGHT BEING 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1606 ***********************************************************************
 FD1606  DESIGNATION -  HOLLAND RIM 12 LOT
 FD1606  PID         -  FD1606
 FD1606  STATE/COUNTY-  TN/WAYNE
 FD1606  USGS QUAD   -  WAYNESBORO (1968)
 FD1606
 FD1606                         *CURRENT SURVEY CONTROL
 FD1606  ___________________________________________________________________
 FD1606* NAD 83(1995)-  35 20 26.69504(N)    087 48 34.63564(W)     ADJUSTED  
 FD1606* NAVD 88     -                                                        
 FD1606  ___________________________________________________________________
 FD1606  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1606  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1606
 FD1606  HORZ ORDER  -  THIRD
 FD1606
 FD1606.The horizontal coordinates were established by classical geodetic methods
 FD1606.and adjusted by the National Geodetic Survey in April 1999..
 FD1606.No horizontal observational check was made to the station.
 FD1606
 FD1606
 FD1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1606
 FD1606.The geoid height was determined by GEOID03.
 FD1606
 FD1606;                    North         East     Units Scale Factor Converg.
 FD1606;SPC TN       -   113,293.522   435,502.565   MT  0.99998523   -1 03 33.9
 FD1606;SPC TN       -   371,697.16  1,428,811.33   sFT  0.99998523   -1 03 33.9
 FD1606;UTM  16      - 3,911,132.545   426,427.501   MT  0.99966671   -0 28 06.0
 FD1606
 FD1606                          SUPERSEDED SURVEY CONTROL
 FD1606
 FD1606  NAD 83(1995)-  35 20 26.69940(N)    087 48 34.63698(W) AD(       ) 4
 FD1606  NAD 83(1995)-  35 20 26.69943(N)    087 48 34.63701(W) AD(       ) 4
 FD1606  NAD 83(1995)-  35 20 26.70022(N)    087 48 34.63597(W) AD(       ) 4
 FD1606  NAD 83(1986)-  35 20 26.70439(N)    087 48 34.63502(W) AD(       ) 4
 FD1606  NAD 27      -  35 20 26.42458(N)    087 48 34.53724(W) AD(       ) 3
 FD1606
 FD1606.Superseded values are not recommended for survey control.
 FD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1606.See file dsdata.txt to determine how the superseded data were derived.
 FD1606
 FD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2642811133(NAD 83)
 FD1606_MARKER: 57 = LOOKOUT TOWER
 FD1606
 FD1606  HISTORY     - Date     Condition        Report By
 FD1606  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1606
 FD1606                          STATION DESCRIPTION
 FD1606
 FD1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1606'THE STATION IS THE CENTER OF THE BASE OF THE TENNESSEE,
 FD1606'STATE CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT
 FD1606'TOWER NUMBER 12 THAT IS LOCATED ABOUT 4-1/2 MILES
 FD1606'EAST-SOUTHEAST OF LEATHERWOOD AND 3 MILES WEST
 FD1606'OF WAYNESBORO.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 50
 FD1606'FEET IN HEIGHT SURMOUNTED BY A SMALL HOUSE.  THE OVERALL
 FD1606'HEIGHT BEING 60 FEET.  A TRAVERSE CONNECTION WAS MADE TO
 FD1606'TRIANGULATION STATION HASSELL RM 2 WITH THE DISTANCE BEING
 FD1606'54.82 FEET OR 16.709 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1503 ***********************************************************************
 FD1503  DESIGNATION -  HOLLAND RIM 30 LOT
 FD1503  PID         -  FD1503
 FD1503  STATE/COUNTY-  TN/WILLIAMSON
 FD1503  USGS QUAD   -  FAIRVIEW (1951)
 FD1503
 FD1503                         *CURRENT SURVEY CONTROL
 FD1503  ___________________________________________________________________
 FD1503* NAD 83(1995)-  35 54 24.02004(N)    087 07 17.89966(W)     ADJUSTED  
 FD1503* NAVD 88     -                                                        
 FD1503  ___________________________________________________________________
 FD1503  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FD1503  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1503
 FD1503  HORZ ORDER  -  THIRD
 FD1503
 FD1503.The horizontal coordinates were established by classical geodetic methods
 FD1503.and adjusted by the National Geodetic Survey in April 1999..
 FD1503
 FD1503
 FD1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1503
 FD1503.The geoid height was determined by GEOID03.
 FD1503
 FD1503;                    North         East     Units Scale Factor Converg.
 FD1503;SPC TN       -   175,140.644   498,757.246   MT  0.99994920   -0 39 23.9
 FD1503;SPC TN       -   574,607.26  1,636,339.40   sFT  0.99994920   -0 39 23.9
 FD1503;UTM  16      - 3,973,603.953   489,024.079   MT  0.99960148   -0 04 16.8
 FD1503
 FD1503                          SUPERSEDED SURVEY CONTROL
 FD1503
 FD1503  NAD 83(1995)-  35 54 24.02169(N)    087 07 17.90263(W) AD(       ) 4
 FD1503  NAD 83(1986)-  35 54 24.03134(N)    087 07 17.90255(W) AD(       ) 4
 FD1503  NAD 27      -  35 54 23.79653(N)    087 07 17.87851(W) AD(       ) 3
 FD1503
 FD1503.Superseded values are not recommended for survey control.
 FD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1503.See file dsdata.txt to determine how the superseded data were derived.
 FD1503
 FD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8902473604(NAD 83)
 FD1503_MARKER: 57 = LOOKOUT TOWER
 FD1503
 FD1503  HISTORY     - Date     Condition        Report By
 FD1503  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1503
 FD1503                          STATION DESCRIPTION
 FD1503
 FD1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1503'THE STATION IS THE TOP CENTER OF THE TENNESSEE, STATE
 FD1503'CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT TOWER
 FD1503'NUMBER 30 THAT IS LOCATED ABOUT 7 MILES WEST OF HILLSBORO,
 FD1503'5 MILES SOUTH OF FAIRVIEW AND 4 MILES NORTH-NORTHWEST OF
 FD1503'BENDING CHESTNUT.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE
 FD1503'80 FEET IN HEIGHT SURMOUNTED BY A SMALL HOUSE.  THE OVERALL
 FD1503'HEIGHT BEING 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2249 ***********************************************************************
 FE2249  DESIGNATION -  HOLLAND RIM 48 LOT
 FE2249  PID         -  FE2249
 FE2249  STATE/COUNTY-  TN/HARDIN
 FE2249  USGS QUAD   -  PICKWICK (1972)
 FE2249
 FE2249                         *CURRENT SURVEY CONTROL
 FE2249  ___________________________________________________________________
 FE2249* NAD 83(1995)-  35 02 14.50223(N)    088 13 53.51210(W)     ADJUSTED  
 FE2249* NAVD 88     -                                                        
 FE2249  ___________________________________________________________________
 FE2249  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FE2249  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2249
 FE2249  HORZ ORDER  -  THIRD
 FE2249
 FE2249.The horizontal coordinates were established by classical geodetic methods
 FE2249.and adjusted by the National Geodetic Survey in April 1999..
 FE2249
 FE2249
 FE2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2249
 FE2249.The geoid height was determined by GEOID03.
 FE2249
 FE2249;                    North         East     Units Scale Factor Converg.
 FE2249;SPC TN       -    80,434.692   396,388.864   MT  1.00004433   -1 18 23.1
 FE2249;SPC TN       -   263,892.82  1,300,485.80   sFT  1.00004433   -1 18 23.1
 FE2249;UTM  16      - 3,877,879.502   387,668.877   MT  0.99975551   -0 42 25.6
 FE2249
 FE2249                          SUPERSEDED SURVEY CONTROL
 FE2249
 FE2249  NAD 83(1995)-  35 02 14.50219(N)    088 13 53.51241(W) AD(       ) 4
 FE2249  NAD 83(1995)-  35 02 14.50225(N)    088 13 53.51236(W) AD(       ) 4
 FE2249  NAD 83(1995)-  35 02 14.51051(N)    088 13 53.50987(W) AD(       ) 4
 FE2249  NAD 83(1986)-  35 02 14.51089(N)    088 13 53.50939(W) AD(       ) 4
 FE2249  NAD 27      -  35 02 14.20406(N)    088 13 53.36481(W) AD(       ) 3
 FE2249
 FE2249.Superseded values are not recommended for survey control.
 FE2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2249.See file dsdata.txt to determine how the superseded data were derived.
 FE2249
 FE2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8766977880(NAD 83)
 FE2249_MARKER: 57 = LOOKOUT TOWER
 FE2249
 FE2249  HISTORY     - Date     Condition        Report By
 FE2249  HISTORY     - 1970     FIRST OBSERVED   NGS
 FE2249
 FE2249                          STATION DESCRIPTION
 FE2249
 FE2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2249'THE STATION IS THE TOP CENTER OF THE TENNESSEE, STATE
 FE2249'CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT TOWER
 FE2249'NUMBER 48 THAT IS LOCATED ABOUT 2 MILES SOUTH OF COUNCE AND
 FE2249'0.3 MILE WEST OF STATE HIGHWAY 57.  THE TOWER IS A FOUR LEGGED
 FE2249'STEEL STRUCTURE 80 FEET IN HEIGHT SURMOUNTED BY A
 FE2249'SMALL HOUSE.  THE OVERALL HEIGHT BEING 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2248 ***********************************************************************
 FE2248  DESIGNATION -  HOLLAND RM A
 FE2248  PID         -  FE2248
 FE2248  STATE/COUNTY-  TN/HARDIN
 FE2248  USGS QUAD   -  PICKWICK (1972)
 FE2248
 FE2248                         *CURRENT SURVEY CONTROL
 FE2248  ___________________________________________________________________
 FE2248* NAD 83(1995)-  35 04 39.87538(N)    088 08 15.92228(W)     ADJUSTED  
 FE2248* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 FE2248  ___________________________________________________________________
 FE2248  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2248  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2248
 FE2248  HORZ ORDER  -  FIRST
 FE2248
 FE2248.The horizontal coordinates were established by classical geodetic methods
 FE2248.and adjusted by the National Geodetic Survey in April 1999..
 FE2248
 FE2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2248
 FE2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2248
 FE2248.The geoid height was determined by GEOID03.
 FE2248
 FE2248;                    North         East     Units Scale Factor Converg.
 FE2248;SPC TN       -    84,722.784   405,041.615   MT  1.00003486   -1 15 05.5
 FE2248;SPC TN       -   277,961.33  1,328,874.03   sFT  1.00003486   -1 15 05.5
 FE2248;UTM  16      - 3,882,256.443   396,273.823   MT  0.99973260   -0 39 14.1
 FE2248
 FE2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2248!SPC TN       -   0.99996764  x   1.00003486  =   1.00000250
 FE2248!UTM  16      -   0.99996764  x   0.99973260  =   0.99970025
 FE2248
 FE2248:                Primary Azimuth Mark                     Grid Az
 FE2248:SPC TN       -  PINHOOK                                  061 01 43.4
 FE2248:UTM  16      -  PINHOOK                                  060 25 52.0
 FE2248
 FE2248|---------------------------------------------------------------------|
 FE2248| PID    Reference Object                     Distance      Geod. Az  |
 FE2248|                                                           dddmmss.s |
 FE2248| FD1592 PINHOOK                             APPROX.17.9 KM 0594637.9 |
 FE2248| FE2247 HOLLAND                              30.682 METERS 17302     |
 FE2248| FE2250 PICKWICK TVA MICROWAVE KIE 35       APPROX.11.0 KM 2361409.4 |
 FE2248| FE2249 HOLLAND RIM 48 LOT                  APPROX. 9.7 KM 2422309.8 |
 FE2248| FE2259 COUNCE TN RIVER PULP CO TANK        APPROX.12.4 KM 2530247.5 |
 FE2248|---------------------------------------------------------------------|
 FE2248
 FE2248                          SUPERSEDED SURVEY CONTROL
 FE2248
 FE2248  NAD 83(1995)-  35 04 39.87634(N)    088 08 15.92233(W) AD(       ) 1
 FE2248  NAD 83(1995)-  35 04 39.87638(N)    088 08 15.92249(W) AD(       ) 1
 FE2248  NAD 83(1995)-  35 04 39.88311(N)    088 08 15.92031(W) AD(       ) 1
 FE2248  NAD 83(1986)-  35 04 39.88411(N)    088 08 15.91932(W) AD(       ) 1
 FE2248  NAD 27      -  35 04 39.58229(N)    088 08 15.78592(W) AD(       ) 1
 FE2248  NGVD 29 (07/19/86)  233.6    (m)          766.     (f) VERT ANG       
 FE2248
 FE2248.Superseded values are not recommended for survey control.
 FE2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2248.See file dsdata.txt to determine how the superseded data were derived.
 FE2248
 FE2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9627482256(NAD 83)
 FE2248_MARKER: DS = TRIANGULATION STATION DISK
 FE2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2248_STAMPING: HOLLAND RM A 1970
 FE2248_MARK LOGO: CGS   
 FE2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2248+STABILITY: SURFACE MOTION
 FE2248
 FE2248  HISTORY     - Date     Condition        Report By
 FE2248  HISTORY     - 1970     MONUMENTED       CGS
 FE2248
 FE2248                          STATION DESCRIPTION
 FE2248
 FE2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FE2248'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF
 FE2248'SAVANNAH, 6 MILES EAST OF THE PICKWICK DAM, 1-1/2 MILES SOUTH OF
 FE2248'OF STATE HIGHWAY 69, 1-1/2 MILES WEST OF HOLLAND CREEK AND ON
 FE2248'PROPERTY OWNED BY MR. GEORGE L. JOHNSON OF SAVANNAH.
 FE2248'
 FE2248'THE STATION MARK IS A STANDARD DISK, STAMPED HOLLAND RM A
 FE2248'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 FE2248'THAT PROJECTS 6-INCHES.  IT IS 81 FEET SOUTHWEST OF THE
 FE2248'CENTER OF THE WOODS ROAD, 27.5 FEET WEST OF A 10-INCH TRIANGLE
 FE2248'BLAZED HICKORY TREE, 16.5 FEET NORTH-NORTHEAST OF A 12-INCH
 FE2248'OAK TREE AND 5.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 FE2248'ATTACHED.
 FE2248'
 FE2248'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1481 ***********************************************************************
 GD1481  DESIGNATION -  HOLLOW
 GD1481  PID         -  GD1481
 GD1481  STATE/COUNTY-  TN/CARROLL
 GD1481  USGS QUAD   -  VALE (1985)
 GD1481
 GD1481                         *CURRENT SURVEY CONTROL
 GD1481  ___________________________________________________________________
 GD1481* NAD 83(1995)-  36 02 29.46404(N)    088 15 55.65775(W)     ADJUSTED  
 GD1481* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GD1481  ___________________________________________________________________
 GD1481  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GD1481  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1481
 GD1481  HORZ ORDER  -  SECOND
 GD1481
 GD1481.The horizontal coordinates were established by classical geodetic methods
 GD1481.and adjusted by the National Geodetic Survey in April 1999..
 GD1481
 GD1481.The orthometric height was scaled from a topographic map.
 GD1481
 GD1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1481
 GD1481.The geoid height was determined by GEOID03.
 GD1481
 GD1481;                    North         East     Units Scale Factor Converg.
 GD1481;SPC TN       -   191,884.712   395,872.279   MT  0.99995493   -1 19 34.6
 GD1481;SPC TN       -   629,541.76  1,298,790.97   sFT  0.99995493   -1 19 34.6
 GD1481;UTM  16      - 3,989,294.160   386,003.989   MT  0.99976012   -0 44 40.7
 GD1481
 GD1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1481!SPC TN       -   0.99997934  x   0.99995493  =   0.99993427
 GD1481!UTM  16      -   0.99997934  x   0.99976012  =   0.99973947
 GD1481
 GD1481|---------------------------------------------------------------------|
 GD1481| PID    Reference Object                     Distance      Geod. Az  |
 GD1481|                                                           dddmmss.s |
 GD1481| CG3486 HOLLOW RM 1                          42.428 METERS 00952     |
 GD1481| GD1477 BRUCETON MUNICIPAL TANK             APPROX. 2.1 KM 1134952.1 |
 GD1481| CG3487 HOLLOW RM 2                          35.826 METERS 14037     |
 GD1481| FE2226 RIDINGS                             APPROX. 7.5 KM 2004745.9 |
 GD1481| CG3485 HOLLOW AZ MK                                       2565137.9 |
 GD1481|---------------------------------------------------------------------|
 GD1481
 GD1481                          SUPERSEDED SURVEY CONTROL
 GD1481
 GD1481  NAD 83(1995)-  36 02 29.46626(N)    088 15 55.66453(W) AD(       ) 2
 GD1481  NAD 83(1995)-  36 02 29.46588(N)    088 15 55.66455(W) AD(       ) 2
 GD1481  NAD 83(1986)-  36 02 29.47383(N)    088 15 55.65797(W) AD(       ) 2
 GD1481  NAD 27      -  36 02 29.25800(N)    088 15 55.50000(W) AD(       ) 2
 GD1481
 GD1481.Superseded values are not recommended for survey control.
 GD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1481.See file dsdata.txt to determine how the superseded data were derived.
 GD1481
 GD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8600489294(NAD 83)
 GD1481_MARKER: DS = TRIANGULATION STATION DISK
 GD1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1481
 GD1481  HISTORY     - Date     Condition        Report By
 GD1481  HISTORY     - 1934     MONUMENTED       CGS
 GD1481  HISTORY     - 1968     GOOD             CGS
 GD1481  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 GD1481  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GD1481  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GD1481
 GD1481                          STATION DESCRIPTION
 GD1481
 GD1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1481'ABOUT 1.5 MILES WEST OF BRUCETON, AND ABOUT 0.6 MILE NORTHEAST OF
 GD1481'HOLLOW ROCK RAILROAD STATION, ON SUMMIT OF HIGH BARE HILL, AT
 GD1481'EASTERN EDGE OF CULTIVATED FIELD, 27.6 FEET NORTH-NORTHEAST OF
 GD1481'NORTHEAST CORNER OF STORE OPERATED BY NATHAN FOULKES, 16 FEET
 GD1481'WEST OF CENTER LINE OF ROAD, AND ON LAND OWNED BY NATHAN FOULKES,
 GD1481'COLORED.  TO REACH FROM BRUCETON, GO WEST ABOUT 2.4 MILES ON U.S.
 GD1481'ROUTE 70, TURN RIGHT NORTH ONTO DIRT ROAD AT PROSPECT BAPTIST
 GD1481'CHURCH, PROCEED 0.4 MILE TO HOLLOW ROCK RAILROAD STATION, FOLLOW
 GD1481'VILLAGE STREET NORTH 0.1 MILE, TURN RIGHT AT STREET INTERSECTION,
 GD1481'AND FOLLOW WINDING ROAD ABOUT 1 MILE TO NEGRO SETTLEMENT AND
 GD1481'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 GD1481'MARKS IN CONCRETE.  UPPER MARKS PROJECT 12 INCHES
 GD1481'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1481'DISKS IN CONCRETE.  NO. 1 IS AT POINT OF INTERSECTION OF
 GD1481'CURVE, IN CULTIVATED FIELD, 7 FEET NORTHWEST OF CENTER LINE OF ROAD,
 GD1481'AND 139.18 FEET FROM STATION N 09 DEG 52 MIN E.  NO. 2 IS IN
 GD1481'YARD OF BETTY THORPE, AT WESTERN EDGE OF GARDEN, 54 FEET EAST OF
 GD1481'CENTER LINE OF ROAD, AND 117.53 FEET FROM STATION S 39 DEG 33 MIN E.
 GD1481'LAPLACE AZIMUTH MARK IS ON WESTERN EDGE OF CULTIVATED
 GD1481'FIELD, 27 FEET EAST OF CENTER LINE OF ROAD, ABOUT 6 FEET HIGHER THAN
 GD1481'DIRT ROAD, 1 FOOT EAST OF WIRE FENCE, AND ABOUT 1.2 MILES FROM
 GD1481'STATION S 76 DEG 52 MIN W.
 GD1481
 GD1481                          STATION RECOVERY (1968)
 GD1481
 GD1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1481'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1481'
 GD1481'DUE TO CHANGES IN ROADS AND AT THE STATION SITE, THE ORIGINAL STATION
 GD1481'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1481'
 GD1481'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1481'
 GD1481'THE STATION IS LOCATED IN A SMALL RESIDENTIAL SECTION, ATOP A HIGH,
 GD1481'BARE, HILL ABOUT 1.5 MILES WEST OF BRUCETON, ABOUT 0.5 OF A MILE
 GD1481'EAST-NORTHEAST OF THE CENTER OF HOLLOW ROCK, AND IN A VACANT LOT ON
 GD1481'PROPERTY OWNED BY MR. NATHAN FOULKES.
 GD1481'
 GD1481'TO REACH THE STATION FROM THE INTERSECTION OF HIGH STREET AND
 GD1481'SEMINARY STREET JUST SOUTH OF THE POST OFFICE IN HOLLOW ROCK, GO
 GD1481'EASTERLY ON HIGH STREET FOR 0.45 OF A MILE TO THE INTERSECTION OF
 GD1481'CEDAR STREET ON THE RIGHT AT POINT WHERE HIGH STREET TURNS SHARP
 GD1481'LEFT, NORTH.  HERE TURN NORTH ON HIGH STREET AND GO 0.1 OF A MILE
 GD1481'TO A VACANT LOT ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1481'
 GD1481'THE STATION IS 66 FEET NORTH OF THE EAST END OF THE CONCRETE SIDEWALK
 GD1481'LEADING INTO THE FOULKES RESIDENCE, 61 FEET SOUTHWEST AND ACROSS
 GD1481'HIGH STREET FROM A BRACED UTILITY POLE, 56 FEET NORTH OF A 16-INCH
 GD1481'BOX ELDER TREE, 40 FEET SOUTH OF A GUYED UTILITY POLE, 20 FEET
 GD1481'WEST OF THE APPROXIMATE CENTER OF HIGH STREET, AND 0.8 OF A FOOT EAST
 GD1481'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1481'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12
 GD1481'INCHES AND THE DISK IS STAMPED HOLLOW 1934.
 GD1481'
 GD1481'REFERENCE MARK NO. 1 IS ALONG THE WEST SIDE OF HIGH STREET AT THE
 GD1481'POINT WHERE THE STREET CURVES TO THE EAST, 91 FEET NORTH OF A GUYED
 GD1481'UTILITY POLE, 12 FEET WEST OF THE APPROXIMATE CENTER OF HIGH STREET
 GD1481'AT THE POINT OF CURVE, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GD1481'LARGE, WOODEN GATE IN A NORTHEAST FENCE CORNER, AND 2.0 FEET EAST
 GD1481'OF THE NORTH GATE POST.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1481'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 GD1481'THE DISK IS STAMPED HOLLOW NO 1 1934.
 GD1481'
 GD1481'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF MR. JOHN KEITH ACROSS
 GD1481'HIGH STREET SOUTHEAST OF THE STATION, 56 FEET EAST OF THE
 GD1481'APPROXIMATE CENTER OF HIGH STREET, 46 FEET EAST-SOUTHEAST OF A
 GD1481'UTILITY AND LIGHT POLE, 37 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 GD1481'CORNER OF A FRAME HOUSE, 5.5 FEET WEST OF A 10-INCH ELM TREE IN
 GD1481'A FENCE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1481'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1481'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED HOLLOW NO 2
 GD1481'1934.
 GD1481'
 GD1481'DUE TO A FRAME HOUSE BEING ON LINE BETWEEN THE MARKS, IT WAS NOT
 GD1481'POSSIBLE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GD1481'
 GD1481'THE AZIMUTH MARK IS 103 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GD1481'OF THE HOLLOW ROCK ELEMENTARY SCHOOL, 26 FEET NORTH OF AN 18-INCH,
 GD1481'SYCAMORE TREE, 20 FEET EAST OF THE APPROXIMATE CENTER OF SEMINARY
 GD1481'STREET, 10 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1481'DRIVE, 1.5 FEET SOUTH OF A GUYED UTILITY AND LIGHT POLE, AND 0.8 OF
 GD1481'A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1481'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1481'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED HOLLOW AZI
 GD1481'1934.
 GD1481'
 GD1481'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIGH STREET AND
 GD1481'SEMINARY STREET JUST SOUTH OF THE POST OFFICE IN HOLLOW ROCK, GO
 GD1481'NORTHERLY ON SEMINARY STREET FOR 0.25 OF A MILE TO THE MARK ON THE
 GD1481'RIGHT AS DESCRIBED.
 GD1481'
 GD1481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT NORTHEAST EDGE
 GD1481'OF HOLLOW ROCK.
 GD1481
 GD1481                          STATION RECOVERY (1971)
 GD1481
 GD1481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1481'HOLLOW STATION MARK CONDITION OF POINT WHEN FOUND STATION NOT FOUND.
 GD1481'
 GD1481'STATION SAID TO BE DESTROYED BY NATIVE WHILE OWNER OF PROPERTY
 GD1481'WAS HAVING AREA WHERE STATION WAS LOCATED CLEARED BY DOZER.
 GD1481'DESCRIPTION DID NOT SAY THERE WAS AN UNDERGROUND THEREFORE NO
 GD1481'EFFORT WAS MADE TO LOCATE STATION UNDERGROUND.
 GD1481'
 GD1481'BOTH REF. MKS. GOOD.  SURVEY MARKER SIGN ON ALL 3 PTS.  AZ. MK. GOOD.
 GD1481'
 GD1481'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MI. N.E. OF RAILROAD
 GD1481'CROSSING IN HOLLOW ROCK.
 GD1481
 GD1481                          STATION RECOVERY (1973)
 GD1481
 GD1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GD1481'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 GD1481'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 GD1481'MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY
 GD1481'GRADING AT THE SITE.  THE UNDERGROUND STATION MARK WAS RECOVERED
 GD1481'IN APPARENT GOOD CONDITION.  THE UNDERGROUND STATION MARK WAS
 GD1481'OCCUPIED, AND AS THE AZIMUTH MARK IS NO LONGER VISIBLE BECAUSE
 GD1481'OF WOODS ON LINE, THE ANGLE BETWEEN RM NO. 1 AND RM NO. 2 ONLY
 GD1481'WERE A POSSIBLE CHECK.  IN CHECKING THIS ANGLE AGAINST THE 1943
 GD1481'PUBLISHED DATA, A DISCREPANCY OF +00 DEG 04 MIN 24.1 SEC
 GD1481'WAS NOTED.  A NEW SURFACE STATION MARK WAS ESTABLISHED DIRECTLY
 GD1481'OVER THE UNDERGROUND STATION MARK.
 GD1481'
 GD1481'STATION MARK IS LOCATED IN HOLLOW ROCK ON PROPERTY OWNED BY MR.
 GD1481'NATHAN FOULKES WHO GAVE PERMISSION.
 GD1481'
 GD1481'TO REACH THE STATION FROM THE INTERSECTION OF HIGH STREET AND
 GD1481'SEMINARY STREET JUST SOUTH OF POST OFFICE IN HOLLOW ROCK, GO
 GD1481'EASTERLY ON HIGH STREET 0.45 MILE TO THE INTERSECTION OF CEDAR
 GD1481'STREET ON RIGHT AT A POINT WHERE HIGH STREET TURNS SHARP LEFT, HERE
 GD1481'TURN NORTH ON HIGH STREET GO 0.1 MILE TO VACANT LOT ON LEFT AND
 GD1481'STATION AS DESCRIBED.
 GD1481'
 GD1481'STATION IS A STANDARD DISK STAMPED HOLLOW 1934 1973, SET IN THE
 GD1481'TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 66
 GD1481'FEET NORTH OF EAST END OF CONCRETE WALK LEADING INTO FOULKES
 GD1481'TRAILER, 61 FEET SOUTHWEST AND ACROSS HIGH STREET FROM A BRACED
 GD1481'UTILITY POLE AND STREET LIGHT, 56 FEET NORTH OF A 16-INCH
 GD1481'BOXELDER TREE, 40 FEET SOUTH OF A GUYED UTILITY POLE, 20 FEET
 GD1481'WEST OF APPROXIMATE CENTERLINE OF HIGH STREET 0.8 FOOT EAST
 GD1481'OF A METAL WITNESS POST AND SIGN.
 GD1481'
 GD1481'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOLLOW NO. 1 1934, SET IN
 GD1481'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 12
 GD1481'INCHES.  IT IS ALONG THE WEST SIDE OF HIGH STREET AT POINT WHERE
 GD1481'STREET CURVES WEST, 91 FEET NORTH OF A GUYED UTILITY POLE, 12 FEET
 GD1481'WEST OF APPROXIMATE CENTERLINE OF HIGH STREET AT POINT OF CURVE,
 GD1481'11 FEET NORTH OF APPROXIMATE CENTERLINE OF LARGE WOODED GATE IN
 GD1481'NORTHEAST FENCE CORNER, 2.0 FEET EAST OF THE NORTH GATE POST.
 GD1481'
 GD1481'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLLOW NO. 2 1934, SET
 GD1481'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 12
 GD1481'INCHES.  IT IS ON PROPERTY OF MR. JOHN KEITH ACROSS HIGH STREET
 GD1481'SOUTHEAST OF STATION, 56 FEET EAST OF APPROXIMATE CENTERLINE OF
 GD1481'HIGH STREET, 46 FEET EAST-SOUTHEAST OF THE BRACED UTILITY LIGHT
 GD1481'POLE, 37 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF FRAME
 GD1481'HOUSE, 18 FEET SOUTH-SOUTHEAST OF EAST END OF LARGE BUTANE TANK,
 GD1481'5.5 FEET WEST OF A 10-INCH ELM TREE IN OLD FENCE, 1.0 FEET WEST
 GD1481'OF METAL WITNESS POST AND SIGN.
 GD1481'
 GD1481'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 GD1481'A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 12 INCHES.  IT IS 103
 GD1481'FEET NORTH-NORTHWEST OF NORTHWEST CORNER HOLLOW ROCK ELEMENTARY
 GD1481'SCHOOL, 26 FEET NORTH OF AN 18-INCH SYCAMORE TREE, 20 FEET EAST OF
 GD1481'APPROXIMATE CENTERLINE OF SEMINARY STREET, 10 FEET NORTH OF
 GD1481'APPROXIMATE CENTERLINE OF GRAVELED DRIVE, 1.5 FEET SOUTH OF
 GD1481'GUYED UTILITY AND LIGHT POLE, 0.8 FOOT SOUTH OF A METAL WITNESS
 GD1481'POST AND SIGN, APPROXIMATELY 1.2 MILES WEST-SOUTHWEST OF
 GD1481'STATION.  AZIMUTH MARK IS NO LONGER V. G. WITHOUT CLEARING.
 GD1481
 GD1481                          STATION RECOVERY (1985)
 GD1481
 GD1481'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0676 ***********************************************************************
 FD0676  DESIGNATION -  HOLLY
 FD0676  PID         -  FD0676
 FD0676  STATE/COUNTY-  TN/WILLIAMSON
 FD0676  USGS QUAD   -  FRANKLIN (1981)
 FD0676
 FD0676                         *CURRENT SURVEY CONTROL
 FD0676  ___________________________________________________________________
 FD0676* NAD 83(1995)-  35 58 39.89421(N)    086 49 27.07861(W)     ADJUSTED  
 FD0676* NAVD 88     -       270.439  (meters)     887.27   (feet)  ADJUSTED  
 FD0676  ___________________________________________________________________
 FD0676  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FD0676  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0676  DYNAMIC HT  -         270.203 (meters)     886.49  (feet)  COMP
 FD0676  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0676
 FD0676  HORZ ORDER  -  SECOND
 FD0676  VERT ORDER  -  SECOND    CLASS 0
 FD0676
 FD0676.The horizontal coordinates were established by classical geodetic methods
 FD0676.and adjusted by the National Geodetic Survey in April 1999..
 FD0676
 FD0676.The orthometric height was determined by differential leveling
 FD0676.and adjusted by the National Geodetic Survey in June 1991..
 FD0676
 FD0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0676
 FD0676.The geoid height was determined by GEOID03.
 FD0676
 FD0676.The dynamic height is computed by dividing the NAVD 88
 FD0676.geopotential number by the normal gravity value computed on the
 FD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0676.degrees latitude (g = 980.6199 gals.).
 FD0676
 FD0676.The modeled gravity was interpolated from observed gravity values.
 FD0676
 FD0676;                    North         East     Units Scale Factor Converg.
 FD0676;SPC TN       -   182,759.527   525,671.736   MT  0.99995153   -0 28 57.0
 FD0676;SPC TN       -   599,603.55  1,724,641.35   sFT  0.99995153   -0 28 57.0
 FD0676;UTM  16      - 3,981,494.715   515,849.930   MT  0.99960310   +0 06 11.8
 FD0676
 FD0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0676!SPC TN       -   0.99996208  x   0.99995153  =   0.99991361
 FD0676!UTM  16      -   0.99996208  x   0.99960310  =   0.99956520
 FD0676
 FD0676:                Primary Azimuth Mark                     Grid Az
 FD0676:SPC TN       -  HOLLY AZ MK                              028 22 59.3
 FD0676:UTM  16      -  HOLLY AZ MK                              027 47 50.5
 FD0676
 FD0676|---------------------------------------------------------------------|
 FD0676| PID    Reference Object                     Distance      Geod. Az  |
 FD0676|                                                           dddmmss.s |
 FD0676| CG6094 HOLLY AZ MK                                        0275402.3 |
 FD0676| CG6095 HOLLY RM 1                            9.947 METERS 03655     |
 FD0676| CG6096 HOLLY RM 2                           13.339 METERS 22952     |
 FD0676|---------------------------------------------------------------------|
 FD0676
 FD0676                          SUPERSEDED SURVEY CONTROL
 FD0676
 FD0676  NAD 83(1995)-  35 58 39.89713(N)    086 49 27.08002(W) AD(       ) 2
 FD0676  NAD 83(1986)-  35 58 39.90488(N)    086 49 27.08164(W) AD(       ) 2
 FD0676  NAD 27      -  35 58 39.67790(N)    086 49 27.07300(W) AD(       ) 2
 FD0676  NGVD 29 (??/??/??)  270.44   (m)          887.3    (f) RESET       3  
 FD0676
 FD0676.Superseded values are not recommended for survey control.
 FD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0676.See file dsdata.txt to determine how the superseded data were derived.
 FD0676
 FD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1585081495(NAD 83)
 FD0676_MARKER: DD = SURVEY DISK
 FD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0676_STAMPING: HOLLY 1963
 FD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0676+STABILITY: SURFACE MOTION
 FD0676
 FD0676  HISTORY     - Date     Condition        Report By
 FD0676  HISTORY     - 1963     MONUMENTED       TNHD
 FD0676  HISTORY     - 1963     GOOD             TNHD
 FD0676  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0676  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0676
 FD0676                          STATION DESCRIPTION
 FD0676
 FD0676'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0676'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF FRANKLIN.
 FD0676'
 FD0676'TO REACH THE STATION FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST
 FD0676'SECTION OF FRANKLIN, GO
 FD0676'NORTHEAST ON U S HIGHWAY 31 FOR 4.5 MILES TO THE STATION
 FD0676'AT THE TOP OF A CUT ON THE
 FD0676'LEFT.
 FD0676'
 FD0676'THE STATION IS 45 FEET SOUTHWEST OF A TELEPHONE POLE, 5 FEET WEST OF
 FD0676'THE TOP EDGE OF A HIGHWAY
 FD0676'CUT AND 4 FEET EAST OF A WIRE FENCE.  THE SURFACE
 FD0676'AND UNDERGROUND MARKS ARE STANDARD
 FD0676'TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD0676'AND ARE STAMPED HOLLY 1963.  THE UNDERGROUND MARK IS
 FD0676'ABOUT 30 INCHES
 FD0676'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FD0676'FLUSH, CONCRETE
 FD0676'MONUMENT.
 FD0676'
 FD0676'REFERENCE MARK NO 1 IS 13 FEET SOUTHWEST OF A TELEPHONE POLE, 11 FEET
 FD0676'WEST OF THE TOP
 FD0676'EDGE OF A HIGHWAY CUT AND 2 FEET EAST OF A WIRE
 FD0676'FENCE.  IT IS A STANDARD TENNESSEE
 FD0676'HIGHWAY DEPARTMENT DISK SET IN A
 FD0676'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0676'IS STAMPED
 FD0676'HOLLY RM-1 1963.
 FD0676'
 FD0676'REFERENCE MARK NO 2 IS 31 FEET NORTHEAST OF A TELEPHONE POLE, 10 FEET
 FD0676'WEST OF THE TOP
 FD0676'EDGE OF A HIGHWAY CUT AND 1 FOOT EAST OF A WIRE
 FD0676'FENCE.  IT IS A STANDARD TENNESSEE
 FD0676'HIGHWAY DEPARTMENT DISK SET IN A
 FD0676'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0676'IS STAMPED
 FD0676'HOLLY RM-2 1963.
 FD0676'
 FD0676'THE AZIMUTH MARK IS 30 FEET NORTHEAST OF A HISTORICAL MARKER HOODS
 FD0676'RETREAT, 26 FEET
 FD0676'NORTHWEST OF THE APPROXIMATE CENTER OF U S HIGHWAY 31 AND 3.0
 FD0676'FEET SOUTHEAST OF
 FD0676'TELEPHONE POLE NO 2.  IT IS A STANDARD TENNESSEE
 FD0676'HIGHWAY DEPARTMENT DISK SET IN A
 FD0676'10-INCH SQUARE, PROJECTING 2 INCHES,
 FD0676'CONCRETE MONUMENT AND THE DISK IS STAMPED HOLLY AZI
 FD0676'1963.
 FD0676'
 FD0676'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST FOR
 FD0676'0.4 MILES TO THE AZIMUTH
 FD0676'MARK ON THE LEFT.
 FD0676'
 FD0676'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 FD0676
 FD0676                          STATION RECOVERY (1963)
 FD0676
 FD0676'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0676'4.5 MI NE FROM FRANKLIN.
 FD0676'FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST SECTION OF
 FD0676'FRANKLIN, GO NORTHEAST ON U.S. HIGHWAY 31 FOR 4.5 MILES TO THE
 FD0676'STATION AT THE TOP OF A CUT ON THE LEFT.  THE MARK IS 45 FEET
 FD0676'SOUTHWEST OF A TELEPHONE POLE, 5 FEET WEST OF THE TOP EDGE OF A
 FD0676'HIGHWAY CUT AND 4 FEET EAST OF A WIRE FENCE.  IT IS SET IN A
 FD0676'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0676
 FD0676                          STATION RECOVERY (1979)
 FD0676
 FD0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0676'MARK NOT FOUND.
 FD0676
 FD0676                          STATION RECOVERY (1984)
 FD0676
 FD0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0676'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1897 ***********************************************************************
 FC1897  DESIGNATION -  HOLLY
 FC1897  PID         -  FC1897
 FC1897  STATE/COUNTY-  TN/MARION
 FC1897  USGS QUAD   -  ORME (1974)
 FC1897
 FC1897                         *CURRENT SURVEY CONTROL
 FC1897  ___________________________________________________________________
 FC1897* NAD 83(1995)-  35 00 30.65165(N)    085 51 30.74706(W)     ADJUSTED  
 FC1897* NAVD 88     -       561.2    (meters)    1841.     (feet)  VERTCON   
 FC1897  ___________________________________________________________________
 FC1897  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FC1897  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1897
 FC1897  HORZ ORDER  -  SECOND
 FC1897
 FC1897.The horizontal coordinates were established by classical geodetic methods
 FC1897.and adjusted by the National Geodetic Survey in April 1999..
 FC1897
 FC1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1897
 FC1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1897
 FC1897.The geoid height was determined by GEOID03.
 FC1897
 FC1897;                    North         East     Units Scale Factor Converg.
 FC1897;SPC TN       -    74,922.098   612,912.868   MT  1.00005139   +0 04 58.1
 FC1897;SPC TN       -   245,806.92  2,010,864.97   sFT  1.00005139   +0 04 58.1
 FC1897;UTM  16      - 3,874,582.513   604,151.620   MT  0.99973369   +0 39 17.7
 FC1897
 FC1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1897!SPC TN       -   0.99991643  x   1.00005139  =   0.99996782
 FC1897!UTM  16      -   0.99991643  x   0.99973369  =   0.99965015
 FC1897
 FC1897:                Primary Azimuth Mark                     Grid Az
 FC1897:SPC TN       -  HOLLY AZ MK                              156 41 04.9
 FC1897:UTM  16      -  HOLLY AZ MK                              156 06 45.3
 FC1897
 FC1897|---------------------------------------------------------------------|
 FC1897| PID    Reference Object                     Distance      Geod. Az  |
 FC1897|                                                           dddmmss.s |
 FC1897| CG6091 HOLLY AZ MK                                        1564603.0 |
 FC1897| CG6092 HOLLY RM 1                           29.689 METERS 23443     |
 FC1897| FC1902 PITT                                APPROX. 3.4 KM 2882351.0 |
 FC1897| CG6093 HOLLY RM 2                           33.077 METERS 32632     |
 FC1897|---------------------------------------------------------------------|
 FC1897
 FC1897                          SUPERSEDED SURVEY CONTROL
 FC1897
 FC1897  NAD 83(1995)-  35 00 30.65229(N)    085 51 30.74717(W) AD(       ) 2
 FC1897  NAD 83(1995)-  35 00 30.65290(N)    085 51 30.74794(W) AD(       ) 2
 FC1897  NAD 83(1995)-  35 00 30.65605(N)    085 51 30.74657(W) AD(       ) 2
 FC1897  NAD 83(1986)-  35 00 30.65667(N)    085 51 30.74659(W) AD(       ) 2
 FC1897  NAD 27      -  35 00 30.35800(N)    085 51 30.82500(W) AD(       ) 2
 FC1897  NGVD 29 (07/19/86)  561.2    (m)         1841.     (f) VERT ANG       
 FC1897
 FC1897.Superseded values are not recommended for survey control.
 FC1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1897.See file dsdata.txt to determine how the superseded data were derived.
 FC1897
 FC1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0415274583(NAD 83)
 FC1897_MARKER: DS = TRIANGULATION STATION DISK
 FC1897_SETTING: 80 = SET IN A BOULDER
 FC1897_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FC1897
 FC1897  HISTORY     - Date     Condition        Report By
 FC1897  HISTORY     - 1934     MONUMENTED       CGS
 FC1897  HISTORY     - 1979     GOOD             NGS
 FC1897
 FC1897                          STATION DESCRIPTION
 FC1897
 FC1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1897'ABOUT 14 MILES EAST BY SOUTH OF SEWANEE, 8-1/2 MILES WEST OF SOUTH
 FC1897'PITTSBURG, 1-1/2 MILES NORTH OF TENNESSEE-ALABAMA STATE LINE, AND
 FC1897'ON HIGHEST POINT OF HEAVILY WOODED RIDGE.  TO REACH FROM RAILROAD
 FC1897'STATION IN ANDERSON, FOLLOW STATE ROUTE 56 NORTH 0.8 MILE, TURN
 FC1897'RIGHT ONTO ROUGH FARM ROAD JUST BEFORE REACHING GREEN HOUSE WITH
 FC1897'TENNIS COURT (HOME OF E. S. GONCE) AND GO 0.95 MILE TO GATE HUNG
 FC1897'TO CEDAR TREE, PASS THROUGH GATE AND CONTINUE 0.8 MILE TO
 FC1897'TRIANGLE-BLAZED SYCAMORE TREE AT CREEK CROSSING AND END OF TRUCK
 FC1897'TRAVEL, CONTINUE ABOUT 1/2 MILE ALONG ROAD (0.1 MILE BEYOND LONE
 FC1897'BRICK CHIMNEY), TURN RIGHT ONTO DIM ROAD AT TRIANGLE-BLAZED TREE ON
 FC1897'LEFT AND GO ABOUT 1/4 MILE TO TRIANGLE-BLAZED TREE ON LEFT TURN LEFT
 FC1897'ONTO PATH AND GO ABOUT 1 MILE TO TOP OF RIDGE, TURN RIGHT AND GO
 FC1897'ABOUT 1/3 MILE ALONG RIDGE, TURN RIGHT AT TRIANGLE-BLAZED TREE
 FC1897'ON RIGHT AND FOLLOW BLAZES THROUGH WOODS 200 YARDS TO DIM ROAD, TURN
 FC1897'RIGHT AND CONTINUE ABOUT 3/4 MILE ALONG ROAD TO TRIANGLE-BLAZED
 FC1897'OAK AND STATION SITE.  STATION IS 24.5 FEET WEST OF 15-INCH WHITE
 FC1897'OAK, 24 FEET NORTH-NORTHWEST OF TRIANGLE-BLAZED 30-INCH CHESTNUT
 FC1897'OAK, AND 22.5 FEET EAST-SOUTHEAST OF 24-INCH WHITE OAK.  SURFACE
 FC1897'MARK IS STANDARD STATION DISK IN BURIED BOULDER.  UNDERGROUND
 FC1897'MARK IS STANDARD STATION DISK IN CONCRETE.  REFERENCE AND
 FC1897'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN BURIED BOULDERS.
 FC1897'NO. 1 IS 12 FEET WEST OF 36-INCH OAK AND 97.42 FEET FORM
 FC1897'STATION S 54 DEG 42 MIN W.  NO. 2 IS 10 FEET SOUTHWEST OF
 FC1897'CROOKED 16-INCH OAK AND 108.70 FEET FROM STATION, N 33 DEG 14 MIN W.
 FC1897'AZIMUTH MARK IS FLUSH WITH SURFACE OF GROUND, ALONG TOP
 FC1897'OF RIDGE, AND ABOUT 200 YARDS FROM STATION, S 23 DEG 14 MIN E.
 FC1897
 FC1897                          STATION RECOVERY (1979)
 FC1897
 FC1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1897'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FC1897'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FC1897'NOT RECOVERED.  THE DISTANCE TO REFERENCE MARK 1 WAS NOTED
 FC1897'AND VERIFIED TO BE SHORTER BY 0.02 FOOT AND SHORTER BY
 FC1897'0.18 FOOT TO REFERENCE MARK 2.
 FC1897'FOLLOWING IS A NEW DESCRIPTION.
 FC1897'
 FC1897'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF
 FC1897'SEWANEE, 8-1/2 MILES WEST OF SOUTH PITTSBURG,
 FC1897'1-1/2 MILES NORTH OF THE ALABAMA STATE LINE,
 FC1897'ON THE HIGHEST POINT OF A HEAVY WOODED RIDGE, AND ON
 FC1897'PROPERTY OWNED BY HUBERT LAND COMPANY, P.O. BOX 1319,
 FC1897'MARYVILLE, TN 37801, ATTENTION MR. GARY SOWLER.
 FC1897'
 FC1897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FC1897'72 AND STATE ROUTE 156 IN SOUTH PITTSBURG, GO NORTHEAST
 FC1897'ON U.S. HIGHWAY 72 FOR 0.15 MILE TO THE INTERSECTION OF
 FC1897'SECOND STREET.  TURN LEFT AND GO WESTERLY FOLLOWING MAIN
 FC1897'ROAD UP THE MOUNTAIN FOR 5.3 MILES TO A FORK AT A
 FC1897'MICROWAVE TOWER.  TAKE THE RIGHT FORK AND CONTINUE
 FC1897'ON THE MAIN ROAD FOR 2.75 MILES TO A REVERSE FORK ON
 FC1897'THE RIGHT.  CONTINUE WESTERLY ON THE MAIN ROAD FOR
 FC1897'1.4 MILES TO A WOODS ROAD ON THE LEFT JUST PAST A
 FC1897'CUT BANK ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON
 FC1897'THE WOODS ROAD FOR 0.35 MILE TO A PIPELINE CROSSING.
 FC1897'CONTINUE SOUTHERLY ON THE WOODS ROAD FOR 1.6 MILES TO
 FC1897'A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR
 FC1897'0.7 MILE TO A FORK.  TAKE THE RIGHT FORK FOR ABOUT
 FC1897'100 FEET TO THE STATION ON THE RIGHT.
 FC1897'
 FC1897'THE STATION IS A STANDARD CGS DISK
 FC1897'STAMPED---HOLLY 1934---,
 FC1897'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.5 METER
 FC1897'LARGEST DIMENSION.  IT IS LOCATED
 FC1897'43 FEET WEST FROM THE JUNCTION OF DIM ROAD FORK AND
 FC1897'4.0 FEET SOUTH FROM A METAL WITNESS POST.
 FC1897'
 FC1897'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 FC1897'STAMPED---HOLLY NO 1 1934---,
 FC1897'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3 METER
 FC1897'LARGEST DIMENSION.  IT IS LOCATED
 FC1897'45 FEET SOUTH FROM THE CENTER OF A TRACK ROAD AND
 FC1897'4.7 FEET NORTHEAST FROM A METAL WITNESS POST.
 FC1897'MARK IS LEVEL WITH STATION.
 FC1897'
 FC1897'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FC1897'STAMPED---HOLLY NO 2 1934---,
 FC1897'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3 METER
 FC1897'LARGEST DIMENSION.  IT IS LOCATED
 FC1897'27 FEET NORTH FROM A 14-INCH OAK TREE AND
 FC1897'3.0 FEET SOUTHEAST FROM A METAL WITNESS POST.
 FC1897'MARK IS LEVEL WITH STATION.
 FC1897'
 FC1897'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH
 FC1897'ON LINE.
 FC1897'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.1 METERS.
 FC1897'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1400 ***********************************************************************
 FD1400  DESIGNATION -  HOLLY AZ MK
 FD1400  PID         -  FD1400
 FD1400  STATE/COUNTY-  TN/WILLIAMSON
 FD1400  USGS QUAD   -  FRANKLIN (1981)
 FD1400
 FD1400                         *CURRENT SURVEY CONTROL
 FD1400  ___________________________________________________________________
 FD1400* NAD 83(1986)-  35 58 57.     (N)    086 49 11.     (W)     SCALED    
 FD1400* NAVD 88     -       243.496  (meters)     798.87   (feet)  ADJUSTED  
 FD1400  ___________________________________________________________________
 FD1400  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD1400  DYNAMIC HT  -         243.283 (meters)     798.17  (feet)  COMP
 FD1400  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FD1400
 FD1400  VERT ORDER  -  FIRST     CLASS II
 FD1400
 FD1400.The horizontal coordinates were scaled from a topographic map and have
 FD1400.an estimated accuracy of +/- 6 seconds.
 FD1400
 FD1400.The orthometric height was determined by differential leveling
 FD1400.and adjusted by the National Geodetic Survey in June 1991..
 FD1400
 FD1400.The geoid height was determined by GEOID03.
 FD1400
 FD1400.The dynamic height is computed by dividing the NAVD 88
 FD1400.geopotential number by the normal gravity value computed on the
 FD1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1400.degrees latitude (g = 980.6199 gals.).
 FD1400
 FD1400.The modeled gravity was interpolated from observed gravity values.
 FD1400
 FD1400;                    North         East    Units  Estimated Accuracy
 FD1400;SPC TN       -   183,280.      526,080.      MT  (+/- 180 meters Scaled)
 FD1400
 FD1400                          SUPERSEDED SURVEY CONTROL
 FD1400
 FD1400.No superseded survey control is available for this station.
 FD1400
 FD1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162820(NAD 83)
 FD1400_MARKER: DZ = AZIMUTH MARK DISK
 FD1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1400_SP_SET: CONCRETE POST
 FD1400_STAMPING: HOLLY AZI 1963
 FD1400_MARK LOGO: TNHD  
 FD1400_PROJECTION: FLUSH
 FD1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1400+STABILITY: SURFACE MOTION
 FD1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1400+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 FD1400
 FD1400  HISTORY     - Date     Condition        Report By
 FD1400  HISTORY     - 1963     MONUMENTED       TNHD
 FD1400  HISTORY     - 1984     GOOD             NGS
 FD1400  HISTORY     - 20060425 GOOD             TNDT
 FD1400
 FD1400                          STATION DESCRIPTION
 FD1400
 FD1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1400'8.2 KM (5.1 MI) NE FROM FRANKLIN.
 FD1400'8.2 KM (5.1 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 FD1400'IN FRANKLIN, 7.92 METERS (26.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 FD1400'HIGHWAY, 9.14 METERS (30.0 FT) NORTHEAST OF HOODS RETREAT HISTORICAL
 FD1400'SIGN, 0.85 METERS (2.8 FT) SOUTHWEST OF TELEPHONE POLE NUMBER 582, AND
 FD1400'1.06 METERS (3.5 FT) SOUTHEAST OF A FENCE.
 FD1400'THE MARK IS 1.21 METERS  SE FROM A WITNESS POST.
 FD1400'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1400
 FD1400                          STATION RECOVERY (2006)
 FD1400
 FD1400'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (TWB)
 FD1400'3RD ORDER(DIGITAL)LEVEL RUN TO RICH RM-1 (PID GC0814) 4.7 KM DISTANT,
 FD1400'VERIFIED DIFFERENCE OF ELEVATION TO WITHIN 0.011 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0677 ***********************************************************************
 FD0677  DESIGNATION -  HOLLY RM 1
 FD0677  PID         -  FD0677
 FD0677  STATE/COUNTY-  TN/WILLIAMSON
 FD0677  USGS QUAD   -  FRANKLIN (1981)
 FD0677
 FD0677                         *CURRENT SURVEY CONTROL
 FD0677  ___________________________________________________________________
 FD0677* NAD 83(1986)-  35 58 40.     (N)    086 49 27.     (W)     SCALED    
 FD0677* NAVD 88     -       269.416  (meters)     883.91   (feet)  ADJUSTED  
 FD0677  ___________________________________________________________________
 FD0677  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0677  DYNAMIC HT  -         269.180 (meters)     883.13  (feet)  COMP
 FD0677  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0677
 FD0677  VERT ORDER  -  SECOND    CLASS 0
 FD0677
 FD0677.The horizontal coordinates were scaled from a topographic map and have
 FD0677.an estimated accuracy of +/- 6 seconds.
 FD0677
 FD0677.The orthometric height was determined by differential leveling
 FD0677.and adjusted by the National Geodetic Survey in June 1991..
 FD0677
 FD0677.The geoid height was determined by GEOID03.
 FD0677
 FD0677.The dynamic height is computed by dividing the NAVD 88
 FD0677.geopotential number by the normal gravity value computed on the
 FD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0677.degrees latitude (g = 980.6199 gals.).
 FD0677
 FD0677.The modeled gravity was interpolated from observed gravity values.
 FD0677
 FD0677;                    North         East    Units  Estimated Accuracy
 FD0677;SPC TN       -   182,760.      525,670.      MT  (+/- 180 meters Scaled)
 FD0677
 FD0677                          SUPERSEDED SURVEY CONTROL
 FD0677
 FD0677  NGVD 29 (??/??/??)  269.42   (m)          883.9    (f) RESET       3  
 FD0677
 FD0677.Superseded values are not recommended for survey control.
 FD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0677.See file dsdata.txt to determine how the superseded data were derived.
 FD0677
 FD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158814(NAD 83)
 FD0677_MARKER: DD = SURVEY DISK
 FD0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0677_STAMPING: HOLLY RM 1 1963
 FD0677_MARK LOGO: TNHD  
 FD0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0677+STABILITY: SURFACE MOTION
 FD0677
 FD0677  HISTORY     - Date     Condition        Report By
 FD0677  HISTORY     - 1963     MONUMENTED       TNHD
 FD0677  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0677
 FD0677                          STATION DESCRIPTION
 FD0677
 FD0677'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0677'4.5 MI NE FROM FRANKLIN.
 FD0677'THE MARK IS LOCATED AT THE HOLLY 1963 STATION SITE, 13 FEET
 FD0677'SOUTHWEST OF A TELEPHONE POLE, 11 FEET WEST OF THE TOP EDGE OF
 FD0677'A HIGHWAY CUT AND 2 FEET EAST OF A WIRE FENCE.  IT IS SET IN A
 FD0677'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0677
 FD0677                          STATION RECOVERY (1984)
 FD0677
 FD0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0677'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0675 ***********************************************************************
 FD0675  DESIGNATION -  HOLLY RM 2
 FD0675  PID         -  FD0675
 FD0675  STATE/COUNTY-  TN/WILLIAMSON
 FD0675  USGS QUAD   -  FRANKLIN (1981)
 FD0675
 FD0675                         *CURRENT SURVEY CONTROL
 FD0675  ___________________________________________________________________
 FD0675* NAD 83(1986)-  35 58 40.     (N)    086 49 27.     (W)     SCALED    
 FD0675* NAVD 88     -       269.382  (meters)     883.80   (feet)  ADJUSTED  
 FD0675  ___________________________________________________________________
 FD0675  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0675  DYNAMIC HT  -         269.147 (meters)     883.03  (feet)  COMP
 FD0675  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0675
 FD0675  VERT ORDER  -  SECOND    CLASS 0
 FD0675
 FD0675.The horizontal coordinates were scaled from a topographic map and have
 FD0675.an estimated accuracy of +/- 6 seconds.
 FD0675
 FD0675.The orthometric height was determined by differential leveling
 FD0675.and adjusted by the National Geodetic Survey in June 1991..
 FD0675
 FD0675.The geoid height was determined by GEOID03.
 FD0675
 FD0675.The dynamic height is computed by dividing the NAVD 88
 FD0675.geopotential number by the normal gravity value computed on the
 FD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0675.degrees latitude (g = 980.6199 gals.).
 FD0675
 FD0675.The modeled gravity was interpolated from observed gravity values.
 FD0675
 FD0675;                    North         East    Units  Estimated Accuracy
 FD0675;SPC TN       -   182,760.      525,670.      MT  (+/- 180 meters Scaled)
 FD0675
 FD0675                          SUPERSEDED SURVEY CONTROL
 FD0675
 FD0675  NGVD 29 (??/??/??)  269.38   (m)          883.8    (f) RESET       3  
 FD0675
 FD0675.Superseded values are not recommended for survey control.
 FD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0675.See file dsdata.txt to determine how the superseded data were derived.
 FD0675
 FD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158814(NAD 83)
 FD0675_MARKER: DD = SURVEY DISK
 FD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0675_STAMPING: HOLLY RM 2 1963
 FD0675_MARK LOGO: TNHD  
 FD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0675+STABILITY: SURFACE MOTION
 FD0675
 FD0675  HISTORY     - Date     Condition        Report By
 FD0675  HISTORY     - 1963     MONUMENTED       TNHD
 FD0675  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0675
 FD0675                          STATION DESCRIPTION
 FD0675
 FD0675'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0675'4.5 MI NE FROM FRANKLIN.
 FD0675'FROM THE POST OFFICE IN FRANKLIN GO 4.1 MILES NORTH ON U.S.
 FD0675'HIGHWAY 31, TO A CONCRETE CULVERT AND THE MARK ON THE LEFT.
 FD0675'THE MARK IS LOCATED 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 FD0675'HIGHWAY, 25 FEET NORTHEAST OF TELEPHONE POLE NO. 28.  THE MARK
 FD0675'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 FD0675'DRILLED HOLE IN THE NORTH END OF A 3 FOOT CONCRETE CULVERT.
 FD0675
 FD0675                          STATION RECOVERY (1984)
 FD0675
 FD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0675'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3370 ***********************************************************************
 GA3370  DESIGNATION -  HOLSTON 2
 GA3370  PID         -  GA3370
 GA3370  STATE/COUNTY-  TN/CARTER
 GA3370  USGS QUAD   -  KEENBURG (1960)
 GA3370
 GA3370                         *CURRENT SURVEY CONTROL
 GA3370  ___________________________________________________________________
 GA3370* NAD 83(1995)-  36 26 13.28126(N)    082 07 45.59054(W)     ADJUSTED  
 GA3370* NAVD 88     -      1311.     (meters)    4301.     (feet)  SCALED    
 GA3370  ___________________________________________________________________
 GA3370  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 GA3370  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA3370
 GA3370  HORZ ORDER  -  FIRST
 GA3370
 GA3370.The horizontal coordinates were established by classical geodetic methods
 GA3370.and adjusted by the National Geodetic Survey in April 1999..
 GA3370
 GA3370.The orthometric height was scaled from a topographic map.
 GA3370
 GA3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3370
 GA3370.The geoid height was determined by GEOID03.
 GA3370
 GA3370;                    North         East     Units Scale Factor Converg.
 GA3370;SPC TN       -   240,269.700   946,968.940   MT  1.00000367   +2 15 57.8
 GA3370;SPC TN       -   788,284.84  3,106,847.26   sFT  1.00000367   +2 15 57.8
 GA3370;SPC VA S     - 1,017,762.101 3,174,636.527   MT  1.00007616   -2 12 09.8
 GA3370;SPC VA S     - 3,339,107.83 10,415,453.34   sFT  1.00007616   -2 12 09.8
 GA3370;UTM  17      - 4,033,014.953   398,778.701   MT  0.99972623   -0 40 14.9
 GA3370
 GA3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3370!SPC TN       -   0.99979920  x   1.00000367  =   0.99980287
 GA3370!SPC VA S     -   0.99979920  x   1.00007616  =   0.99987534
 GA3370!UTM  17      -   0.99979920  x   0.99972623  =   0.99952548
 GA3370
 GA3370|---------------------------------------------------------------------|
 GA3370| PID    Reference Object                     Distance      Geod. Az  |
 GA3370|                                                           dddmmss.s |
 GA3370| DC2182 HOLSTON 2 RM 1                        7.935 METERS 10208     |
 GA3370| DC2183 HOLSTON 2 RM 2                       10.318 METERS 19857     |
 GA3370| DC2181 HOLSTON 2 AZ MK                                    2841347.4 |
 GA3370| DC2184 HOLSTON 2 RM 3                       36.881 METERS 28514     |
 GA3370|---------------------------------------------------------------------|
 GA3370
 GA3370                          SUPERSEDED SURVEY CONTROL
 GA3370
 GA3370  NAD 83(1995)-  36 26 13.28415(N)    082 07 45.59142(W) AD(       ) 1
 GA3370  NAD 83(1995)-  36 26 13.29003(N)    082 07 45.59817(W) AD(       ) 1
 GA3370  NAD 83(1995)-  36 26 13.28888(N)    082 07 45.59356(W) AD(       ) 1
 GA3370  NAD 83(1986)-  36 26 13.28958(N)    082 07 45.59468(W) AD(       ) 1
 GA3370  NAD 27      -  36 26 12.90900(N)    082 07 46.14700(W) AD(       ) 1
 GA3370
 GA3370.Superseded values are not recommended for survey control.
 GA3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3370.See file dsdata.txt to determine how the superseded data were derived.
 GA3370
 GA3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9877933015(NAD 83)
 GA3370_MARKER: DS = TRIANGULATION STATION DISK
 GA3370_SETTING: 80 = SET IN A BOULDER
 GA3370_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3370
 GA3370  HISTORY     - Date     Condition        Report By
 GA3370  HISTORY     - 1933     MONUMENTED       CGS
 GA3370  HISTORY     - 1959     MARK NOT FOUND   CGS
 GA3370
 GA3370                          STATION DESCRIPTION
 GA3370
 GA3370'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3370'STATION IS ABOUT 8 MILES NE OF ELIZABETHTON, ON HIGHEST PART OF
 GA3370'SUMMIT OF WESTERN
 GA3370'ONE OF TWO PEAKS OF HOLSTON MOUNTAIN.  IN 1894,
 GA3370'A.H.  BUCHANAN ESTABLISHED STATION
 GA3370'HOLSTON, MARKED BY DRILL HOLE AT
 GA3370'INTERSECTION OF N-S AND E-W GROOVES, IN ROCK IN SITU.
 GA3370'
 GA3370'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GA3370'BOULDER.
 GA3370'
 GA3370'THREE REFERENCE MARKS WERE DRILL HOLES AT MORE DISTANT END OF ARROWS
 GA3370'WHICH POINTED
 GA3370'TOWARD STATION, IN ROCK IN SITU, AT FOLLOWING DISTANCES
 GA3370'AND DIRECTIONS FROM STATION-
 GA3370'REFERENCE MARK NO.1, 24 FEET 4 INCHES, S
 GA3370'74 DEG 15 MIN E, REFERENCE MARK NO.2, 8 FEET 9
 GA3370'INCHES, N 38 DEG 20
 GA3370'MIN E- AND REFERENCE MARK NO.3, 25 FEET 11 INCHES, S 13 DEG 05
 GA3370'MIN W.  IN 1932,
 GA3370'STATION HOLSTON AND ITS REFERENCE MARKS WERE RECOVERED IN
 GA3370'GOOD CONDITION.  FIRE
 GA3370'LOOKOUT TOWER HAD BEEN ERECTED NEARBY AND
 GA3370'PROPERTY WAS UNDER LEASE TO STATE
 GA3370'FORESTRY DEPARTMENT.  IN 1933,
 GA3370'STATION MARK OF STATION HOLSTON WAS FOUND DESTROYED
 GA3370'AND STATION
 GA3370'HOLSTON 2 WAS ESTABLISHED IN CENTER OF GROUP OF ROCKS, ABOUT 115 FEET
 GA3370'SE OF OLD CABIN,
 GA3370'45 FEET SSE OF 12-INCH WHITE OAK, AND IN DRILL HOLE
 GA3370'OF REFERENCE MARK NO.2 OF STATION
 GA3370'HOLSTON.
 GA3370'
 GA3370'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS WEDGED IN
 GA3370'DRILL HOLES IN
 GA3370'OUTCROPPING BEDROCK.
 GA3370'
 GA3370'REFERENCE MARK NO.1 IS E EDGE OF SUMMIT, 7 FEET NE OF 4-INCH WHITE
 GA3370'OAK AND 7.93
 GA3370'METERS (26.0 FEET) FROM STATION S 77 DEG 56 MIN E.
 GA3370'
 GA3370'REFERENCE MARK NO.2 IS ON SW EDGE OF SUMMIT, IN DRILL HOLE USED FOR
 GA3370'REFERENCE MARK NO.
 GA3370'3 OF STATION HOLSTON, AND 10.31 METERS (33.8
 GA3370'FEET) FROM STATION S 18 DEG 56 MIN W.
 GA3370'
 GA3370'REFERENCE MARK NO.3 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GA3370'IN A BOULDER, 13
 GA3370'FEET NW OF A 30-INCH DEAD CHESTNUT TREE, AND 120
 GA3370'FEET FROM STATION N 75 DEG 46 MIN W.
 GA3370'
 GA3370'TO REACH FROM ELIZABETHTON, FOLLOW STATE HIGHWAY 91 E 8.65 MILES (OR
 GA3370'0.1 MILE PAST
 GA3370'UNAKA SCHOOL), TURN LEFT ONTO FARM ROAD AND GO 0.35
 GA3370'MILE TO FORK, TURN RIGHT AND GO
 GA3370'0.02 MILE TO OPEN GLADE AND END OF
 GA3370'TRUCK TRAVEL, THEN ON FOOT ALONG STEEP TRAIL UP
 GA3370'RIDGE TO W 300 YARDS
 GA3370'TO TOP, FOLLOW ROUGH WAGON ROAD ALONG RIDGE 3-1/2 MILES TO SUMMIT
 GA3370'OF MOUNTAIN
 GA3370'BETWEEN TWO PEAKS AT LOW GAP, TURN LEFT AND CONTINUE W 1/2
 GA3370'MILE TO SUMMIT AND STATION
 GA3370'SITE.
 GA3370
 GA3370                          STATION RECOVERY (1959)
 GA3370
 GA3370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GA3370'MARK SEARCHED FOR BUT NOT RECOVERED.  ALL MARKS WERE PROBABLY
 GA3370'DESTROYED WHEN CAA
 GA3370'MOUNTAIN TOP VOR FACILITY WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2417 ***********************************************************************
 GA2417  DESIGNATION -  HOLSTON 3
 GA2417  PID         -  GA2417
 GA2417  STATE/COUNTY-  TN/KNOX
 GA2417  USGS QUAD   -  JOHN SEVIER (1992)
 GA2417
 GA2417                         *CURRENT SURVEY CONTROL
 GA2417  ___________________________________________________________________
 GA2417* NAD 83(1995)-  36 00 30.07375(N)    083 49 27.02523(W)     ADJUSTED  
 GA2417* NAVD 88     -       270.97   (meters)     889.0    (feet)  RESET     
 GA2417  ___________________________________________________________________
 GA2417  X           -     555,719.931 (meters)                     COMP
 GA2417  Y           -  -5,135,669.018 (meters)                     COMP
 GA2417  Z           -   3,729,082.731 (meters)                     COMP
 GA2417  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GA2417  ELLIP HEIGHT-         240.16  (meters)          (04/12/99) GPS OBS
 GA2417  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2417
 GA2417  HORZ ORDER  -  FIRST
 GA2417  VERT ORDER  -  THIRD
 GA2417  ELLP ORDER  -  FOURTH    CLASS I
 GA2417
 GA2417.The horizontal coordinates were established by GPS observations
 GA2417.and adjusted by the National Geodetic Survey in April 1999..
 GA2417
 GA2417.The orthometric height was computed from unverified reset data.
 GA2417
 GA2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2417
 GA2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2417
 GA2417.The ellipsoidal height was determined by GPS observations
 GA2417.and is referenced to NAD 83.
 GA2417
 GA2417.The geoid height was determined by GEOID03.
 GA2417
 GA2417;                    North         East     Units Scale Factor Converg.
 GA2417;SPC TN       -   188,022.679   796,134.457   MT  0.99995301   +1 16 25.7
 GA2417;SPC TN       -   616,871.07  2,611,984.46   sFT  0.99995301   +1 16 25.7
 GA2417;UTM  17      - 3,988,564.856   245,458.696   MT  1.00039842   -1 39 40.4
 GA2417
 GA2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2417!SPC TN       -   0.99996231  x   0.99995301  =   0.99991532
 GA2417!UTM  17      -   0.99996231  x   1.00039842  =   1.00036071
 GA2417
 GA2417|---------------------------------------------------------------------|
 GA2417| PID    Reference Object                     Distance      Geod. Az  |
 GA2417|                                                           dddmmss.s |
 GA2417| GA2420 HOLSTON 3 RM 5                        9.430 METERS 05526     |
 GA2417| DC2185 HOLSTON 2 AZ MK                                    2990329.7 |
 GA2417| GA2422 HOLSTON 2 RM 4                        6.183 METERS 32450     |
 GA2417| GA2416 HOLSTON 2                            18.820 METERS 33950     |
 GA2417|---------------------------------------------------------------------|
 GA2417
 GA2417                          SUPERSEDED SURVEY CONTROL
 GA2417
 GA2417  NAD 83(1995)-  36 00 30.07699(N)    083 49 27.03133(W) AD(       ) 1
 GA2417  NAD 83(1995)-  36 00 30.07696(N)    083 49 27.03136(W) AD(       ) 1
 GA2417  NAD 83(1995)-  36 00 30.07538(N)    083 49 27.03137(W) AD(       ) 1
 GA2417  ELLIP H (05/28/93)  240.09   (m)                       GP(       ) 4 2
 GA2417  NAD 83(1995)-  36 00 30.08117(N)    083 49 27.01816(W) AD(       ) 2
 GA2417  NAD 83(1986)-  36 00 30.08622(N)    083 49 27.01638(W) AD(       ) 2
 GA2417  NAD 27      -  36 00 29.78005(N)    083 49 27.36466(W) AD(       ) 2
 GA2417  NGVD 29 (07/19/86)  271.11   (m)          889.5    (f) LEVELING    3  
 GA2417
 GA2417.Superseded values are not recommended for survey control.
 GA2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2417.See file dsdata.txt to determine how the superseded data were derived.
 GA2417
 GA2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4545988565(NAD 83)
 GA2417_MARKER: DE = TRAVERSE STATION DISK
 GA2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2417_STAMPING: HOLSTON 3 1972
 GA2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2417+STABILITY: SURFACE MOTION
 GA2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2417+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA2417
 GA2417  HISTORY     - Date     Condition        Report By
 GA2417  HISTORY     - 1972     MONUMENTED       NGS
 GA2417  HISTORY     - 1972     GOOD             NGS
 GA2417  HISTORY     - 1988     GOOD             AEROS
 GA2417
 GA2417                          STATION DESCRIPTION
 GA2417
 GA2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA2417'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF DOWNTOWN
 GA2417'KNOXVILLE, ABOUT 0.55 OF A MILE SOUTH OF U. S. HIGHWAYS 11E, 25W AND
 GA2417'70, 185 FEET SOUTH OF THE EAST END OF THE INTERSTATE ROUTE 40
 GA2417'HOLSTON RIVER BRIDGE, AND ALONG THE EAST SIDE OF THE HOLSTON RIVER
 GA2417'ROAD (RELOCATED).
 GA2417'
 GA2417'TO REACH THE STATION FROM THE INTERSTATE ROUTE 40 AND U. S. HIGHWAYS
 GA2417'11E, 25W AND 70 INTERCHANGE IN EAST KNOXVILLE, GO EASTERLY ON U. S.
 GA2417'HIGHWAYS 11E, 25W AND 70 FOR 0.45 OF A MILE TO THE AZIMUTH MARK ON
 GA2417'THE RIGHT AS DESCRIBED.  CONTINUE EASTERLY ON U. S. HIGHWAYS 11E, 25W
 GA2417'AND 70 FOR 0.25 OF A MILE TO THE JAMES EDWARD BURKE BRIDGE ACROSS
 GA2417'THE HOLSTON RIVER, CONTINUE EASTERLY ON THE HIGHWAYS FOR 0.3 OF
 GA2417'A MILE TO HOLSTON RIVER ROAD ON THE RIGHT.  HERE TURN RIGHT ON
 GA2417'HOLSTON RIVER ROAD AND GO SOUTHERLY FOR 0.55 OF A MILE TO THE
 GA2417'INTERSTATE 40 BRIDGE OVER THE HOLSTON RIVER AND THE STATION ON THE
 GA2417'LEFT SOUTH OF THE INTERSTATE AS DESCRIBED.
 GA2417'
 GA2417'THE STATION IS 184 FEET SOUTH OF A POWERLINE POLE, 108 FEET EAST OF
 GA2417'THE APPROXIMATE CENTER OF EXISTING HOLSTON RIVER ROAD, 13 FEET EAST
 GA2417'OF A POWERLINE POLE, 10 FEET NORTH OF THE PROPOSED RIGHT-OF-WAY, 7
 GA2417'FEET SOUTHEAST OF A WATER VALVE COVER, AND 1.5 FEET NORTH OF A
 GA2417'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GA2417'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GA2417'AND THE DISK IS STAMPED HOLSTON 3 1972.
 GA2417'
 GA2417'REFERENCE MARK NO. 4 IS 165 FEET SOUTH OF A POWERLINE POLE, 104 FEET
 GA2417'EAST OF THE APPROXIMATE CENTER OF EXISTING HOLSTON RIVER ROAD, 28
 GA2417'FEET NORTH OF THE PROPOSED RIGHT-OF-WAY, 24 FEET NORTH OF A
 GA2417'POWERLINE POLE, 16 FEET NORTH OF THE WATER VALVE COVER, AND 1.0 FOOT
 GA2417'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GA2417'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3
 GA2417'INCHES AND THE DISK IS STAMPED HOLSTON 2 NO 4 1971.  NOTE--THE CAST
 GA2417'ARROW IN THE DISK POINTS TO OLD HOLSTON 2 1971, A CHISEL MARKED ARROW
 GA2417'POINTS TO HOLSTON 3 1972.
 GA2417'
 GA2417'REFERENCE MARK NO. 5 IS 188 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 GA2417'139 FEET EAST OF THE APPROXIMATE CENTER OF EXISTING HOLSTON RIVER
 GA2417'ROAD, 45 FEET EAST OF A POWERLINE POLE, 36 FEET EAST OF THE WATER
 GA2417'VALVE COVER, AND 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GA2417'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GA2417'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GA2417'HOLSTON 3 NO 5 1972.
 GA2417'
 GA2417'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 GA2417'REFERENCE MARK NO. 5 IS 37.16 FEET - 11.327 METERS.
 GA2417'
 GA2417'THE AZIMUTH MARK IS ON THE PROPERTY OF THE HOLSTON-CHILHOWEE
 GA2417'RECREATION AREA AND NEAR THE ODEM-JOHNSON FOOTBALL FIELD, 50 FEET
 GA2417'EAST OF AN 8-INCH ALBIZZA TREE, 45 FEET SOUTH OF THE APPROXIMATE
 GA2417'CENTER OF THE EAST BOUND LANES OF U. S. HIGHWAYS 11E, 25W AND 70,
 GA2417'AND 20 FEET SOUTH OF A METAL GUARDRAIL.  IT IS A STANDARD DISK
 GA2417'CEMENTED IN A DRILL HOLE IN THE TOP OF A MASSIVE OUTCROPPING OF
 GA2417'LIMESTONE BEDROCK AND THE DISK IS STAMPED HOLSTON 2 1971.
 GA2417'
 GA2417'**NOTE--THE OLD STATION HOLSTON 2 1971 WAS DESTROYED UPON COMPLETION
 GA2417'OF THE WORK.
 GA2417
 GA2417                          STATION RECOVERY (1972)
 GA2417
 GA2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA2417'2 MI E FROM KNOXVILLE.
 GA2417'THIS MARK IS AT THE HOSTON 3 1972 TRAVERSE STATION SITE, 1.0
 GA2417'MILE EASTERLY ALONG U.S. HIGHWAYS 11E, 25W AND 70 FROM THEIR
 GA2417'INTERCHANGE WITH INTERSTATE ROUTE 40 IN EAST KNOXVILLE TO HOLSTON
 GA2417'RIVER ROAD ON THE RIGHT, THENCE RIGHT, SOUTHERLY ON HOLSTON
 GA2417'RIVER ROAD FOR 0.55 OF A MILE TO THE INTERSTATE 40 BRIDGE OVER
 GA2417'THE HOLSTON RIVER, AND THE MARK ON THE LEFT SOUTH OF THE INTERSTATE.
 GA2417'IT IS 184 FEET SOUTH OF A POWERLINE POLE, 108 FEET EAST OF THE
 GA2417'APPROXIMATE CENTER OF HOLSTON RIVER ROAD, 30.94 FEET SOUTHWEST
 GA2417'OF HOLSTON 3 R.M. 5, 20.28 FEET SOUTHEAST OF HOLSTON 3 R.M. 4,
 GA2417'13 FEET EAST OF A POWERLINE POLE, 10 FEET NORTH OF THE PROPOSED
 GA2417'RIGHT-OF-WAY, 7 FEET SOUTHEAST OF A WATER VALVE COVER, AND 1.5
 GA2417'FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA2417'TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GA2417'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GA2417'HOLSTON 3 1972.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM
 GA2417'HOLSTON 2 R.M. 4.
 GA2417
 GA2417                          STATION RECOVERY (1988)
 GA2417
 GA2417'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 GA2417'THE STATION WAS RECOVERED AT THIS DATE.
 GA2417'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W. A.
 GA2417'ZIEGLER IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2420 ***********************************************************************
 GA2420  DESIGNATION -  HOLSTON 3 RM 5
 GA2420  PID         -  GA2420
 GA2420  STATE/COUNTY-  TN/KNOX
 GA2420  USGS QUAD   -  JOHN SEVIER (1992)
 GA2420
 GA2420                         *CURRENT SURVEY CONTROL
 GA2420  ___________________________________________________________________
 GA2420* NAD 83(1986)-  36 00 29.     (N)    083 49 27.     (W)     SCALED    
 GA2420* NAVD 88     -       271.54   (meters)     890.9    (feet)  RESET     
 GA2420  ___________________________________________________________________
 GA2420  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2420
 GA2420  VERT ORDER  -  THIRD
 GA2420
 GA2420.The horizontal coordinates were scaled from a topographic map and have
 GA2420.an estimated accuracy of +/- 6 seconds.
 GA2420
 GA2420.The orthometric height was computed from unverified reset data.
 GA2420
 GA2420.The geoid height was determined by GEOID03.
 GA2420
 GA2420;                    North         East    Units  Estimated Accuracy
 GA2420;SPC TN       -   187,990.      796,140.      MT  (+/- 180 meters Scaled)
 GA2420
 GA2420                          SUPERSEDED SURVEY CONTROL
 GA2420
 GA2420.No superseded survey control is available for this station.
 GA2420
 GA2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV454885(NAD 83)
 GA2420_MARKER: DR = REFERENCE MARK DISK
 GA2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2420_STAMPING: HOLSTON 3 NO 5 1972
 GA2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2420+STABILITY: SURFACE MOTION
 GA2420
 GA2420  HISTORY     - Date     Condition        Report By
 GA2420  HISTORY     - 1972     MONUMENTED       NGS
 GA2420
 GA2420                          STATION DESCRIPTION
 GA2420
 GA2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2420'2 MI E FROM KNOXVILLE.
 GA2420'THIS MARK IS LOCATED AT THE HOLSTON 3 1972 TRAVERSE STATION
 GA2420'SITE, 188 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 139 FEET EAST
 GA2420'OF THE APPROXIMATE CENTER OF HOLSTON RIVER ROAD, 45 FEET EAST OF
 GA2420'A POWERLINE POLE, 37.16 FEET EAST OF HOLSTON 2 R.M. 4, 36 FEET
 GA2420'EAST OF A WATER VALVE COVER, 30.94 FEET NORTHEAST OF HOLSTON
 GA2420'3 1972, AND 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GA2420'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH,
 GA2420'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GA2420'STAMPED HOLSTON 3 NO 5 1972.  AN ELEVATION WAS TRANSFERRED
 GA2420'TO THIS MARK FROM HOLSTON 2 R.M. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2411 ***********************************************************************
 GA2411  DESIGNATION -  HOLSTON AZ MK
 GA2411  PID         -  GA2411
 GA2411  STATE/COUNTY-  TN/KNOX
 GA2411  USGS QUAD   -  JOHN SEVIER (1992)
 GA2411
 GA2411                         *CURRENT SURVEY CONTROL
 GA2411  ___________________________________________________________________
 GA2411* NAD 83(1986)-  36 00 49.     (N)    083 49 55.     (W)     SCALED    
 GA2411* NAVD 88     -       257.514  (meters)     844.86   (feet)  ADJUSTED  
 GA2411  ___________________________________________________________________
 GA2411  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2411  DYNAMIC HT  -         257.278 (meters)     844.09  (feet)  COMP
 GA2411  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2411
 GA2411  VERT ORDER  -  SECOND    CLASS 0
 GA2411
 GA2411.The horizontal coordinates were scaled from a topographic map and have
 GA2411.an estimated accuracy of +/- 6 seconds.
 GA2411
 GA2411.The orthometric height was determined by differential leveling
 GA2411.and adjusted by the National Geodetic Survey in June 1991..
 GA2411
 GA2411.The geoid height was determined by GEOID03.
 GA2411
 GA2411.The dynamic height is computed by dividing the NAVD 88
 GA2411.geopotential number by the normal gravity value computed on the
 GA2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2411.degrees latitude (g = 980.6199 gals.).
 GA2411
 GA2411.The modeled gravity was interpolated from observed gravity values.
 GA2411
 GA2411;                    North         East    Units  Estimated Accuracy
 GA2411;SPC TN       -   188,590.      795,420.      MT  (+/- 180 meters Scaled)
 GA2411
 GA2411                          SUPERSEDED SURVEY CONTROL
 GA2411
 GA2411  NGVD 29 (??/??/92)  257.652  (m)          845.31   (f) ADJ UNCH    2 0
 GA2411
 GA2411.Superseded values are not recommended for survey control.
 GA2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2411.See file dsdata.txt to determine how the superseded data were derived.
 GA2411
 GA2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV447891(NAD 83)
 GA2411_MARKER: DZ = AZIMUTH MARK DISK
 GA2411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2411_SP_SET: SIDEWALK
 GA2411_STAMPING: HOLSTON 1961
 GA2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2411
 GA2411  HISTORY     - Date     Condition        Report By
 GA2411  HISTORY     - 1961     MONUMENTED       CGS
 GA2411  HISTORY     - 1971     GOOD             NGS
 GA2411
 GA2411                          STATION DESCRIPTION
 GA2411
 GA2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2411'1 MI E FROM KNOXVILLE.
 GA2411'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.0
 GA2411'MILE EAST ON U.S. HIGHWAY 70, 25W, AND 11E TO A SWIMMING POOL ON
 GA2411'THE SOUTH SIDE OF THE ROAD.  THE AZIMUTH MARK DISK IS CEMENTED
 GA2411'IN A DRILL HOLE IN TOP OF THE WEST END OF THE SIDEWALK LEADING
 GA2411'FROM THE PARKING LOT TO THE ENTRANCE OF THE SWIMMING POOL.
 GA2411
 GA2411                          STATION RECOVERY (1971)
 GA2411
 GA2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GA2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1480 ***********************************************************************
 FD1480  DESIGNATION -  HOLT
 FD1480  PID         -  FD1480
 FD1480  STATE/COUNTY-  TN/MARSHALL
 FD1480  USGS QUAD   -  CHAPEL HILL (1980)
 FD1480
 FD1480                         *CURRENT SURVEY CONTROL
 FD1480  ___________________________________________________________________
 FD1480* NAD 83(1995)-  35 41 38.13817(N)    086 42 12.56040(W)     ADJUSTED  
 FD1480* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 FD1480  ___________________________________________________________________
 FD1480  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FD1480  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1480
 FD1480  HORZ ORDER  -  SECOND
 FD1480
 FD1480.The horizontal coordinates were established by classical geodetic methods
 FD1480.and adjusted by the National Geodetic Survey in April 1999..
 FD1480
 FD1480.The orthometric height was scaled from a topographic map.
 FD1480
 FD1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1480
 FD1480.The geoid height was determined by GEOID03.
 FD1480
 FD1480;                    North         East     Units Scale Factor Converg.
 FD1480;SPC TN       -   151,185.332   536,330.292   MT  0.99995138   -0 24 42.7
 FD1480;SPC TN       -   496,013.88  1,759,610.30   sFT  0.99995138   -0 24 42.7
 FD1480;UTM  16      - 3,950,041.881   526,826.752   MT  0.99960887   +0 10 22.8
 FD1480
 FD1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1480!SPC TN       -   0.99995592  x   0.99995138  =   0.99990730
 FD1480!UTM  16      -   0.99995592  x   0.99960887  =   0.99956480
 FD1480
 FD1480|---------------------------------------------------------------------|
 FD1480| PID    Reference Object                     Distance      Geod. Az  |
 FD1480|                                                           dddmmss.s |
 FD1480| CG6099 HOLT RM 2                            24.064 METERS 01756     |
 FD1480| FD1479 EAGLE                               APPROX. 5.5 KM 0334538.1 |
 FD1480| CG6097 HOLT AZ MK                                         1042159.5 |
 FD1480| CG6098 HOLT RM 1                            23.086 METERS 27208     |
 FD1480|---------------------------------------------------------------------|
 FD1480
 FD1480                          SUPERSEDED SURVEY CONTROL
 FD1480
 FD1480  NAD 83(1995)-  35 41 38.14274(N)    086 42 12.56312(W) AD(       ) 2
 FD1480  NAD 83(1986)-  35 41 38.14866(N)    086 42 12.56060(W) AD(       ) 2
 FD1480  NAD 27      -  35 41 37.90800(N)    086 42 12.57000(W) AD(       ) 2
 FD1480
 FD1480.Superseded values are not recommended for survey control.
 FD1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1480.See file dsdata.txt to determine how the superseded data were derived.
 FD1480
 FD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2682750042(NAD 83)
 FD1480_MARKER: DS = TRIANGULATION STATION DISK
 FD1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1480
 FD1480  HISTORY     - Date     Condition        Report By
 FD1480  HISTORY     - 1934     MONUMENTED       CGS
 FD1480  HISTORY     - 1962     GOOD             CGS
 FD1480
 FD1480                          STATION DESCRIPTION
 FD1480
 FD1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1480'ABOUT 4.5 MILES SOUTHWEST OF EAGLEVILLE, 5 MILES NORTHWEST OF CHAPEL
 FD1480'HILL, 0.75 MILE
 FD1480'WEST-SOUTHWEST OF HOLTS CORNER RAILROAD STATION, ON
 FD1480'SUMMIT OF PROMINENT WOODED KNOB,
 FD1480'IN APPROXIMATE CENTER OF SMALL,
 FD1480'ROUNDED HILLTOP, AND 107 FEET EAST-SOUTHEAST OF
 FD1480'28-INCH OAK TREE.  TO
 FD1480'REACH FROM HOLTS CORNER RAILROAD STATION, GO SOUTH 0.3 MILE ON
 FD1480'STATE ROUTE 99,
 FD1480'TURN WEST ONTO GRAVEL ROAD AND GO 0.5 MILE TO FOOT OF HILL
 FD1480'ON NORTH (END OF TRUCK
 FD1480'TRAVEL), AND FOLLOW OLD WAGON ROAD TO NORTH TO
 FD1480'SUMMIT AND STATION SITE.  SURFACE AND
 FD1480'UNDERGROUND MARKS ARE STANDARD
 FD1480'DISK STATION MARKS IN CONCRETE.
 FD1480'REFERENCE AND
 FD1480'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1480'1 IS SLIGHTLY DOWN
 FD1480'WEST SLOPE OF HILL, ON EAST EDGE OF WOODS, 30 FEET
 FD1480'NORTH OF 30-INCH OAK TREE, AND 75.74
 FD1480'FEET FROM STATION N 87 DEG 58 MIN W.
 FD1480'NO 2 IS AT NORTH END OF HILLTOP, IN
 FD1480'LONGITUDINAL CENTER
 FD1480'OF TOP, AND 78.95 FEET FROM STATION N 17 DEG 56 MIN E.
 FD1480'AZIMUTH MARK IS
 FD1480'ON NORTH EDGE OF DIRT ROAD LEADING TO HILL, ON
 FD1480'PROPERTY OF G H GAULT, 30 YARDS
 FD1480'SOUTH OF HIS BARN, 12 FEET NORTH OF
 FD1480'CENTER OF ROAD, AND 0.35 MILE FROM STATION
 FD1480'S 75 DEG 38 MIN E.
 FD1480
 FD1480                          STATION RECOVERY (1962)
 FD1480
 FD1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1480'THE STATION AND REFERENCE MARK NO 1 WERE RECOVERED AND FOUND IN GOOD
 FD1480'CONDITION.  A COMPLETE AND
 FD1480'THOROUGH SEARCH WAS MADE FOR REFERENCE MARK NO 2 AND
 FD1480'THE AZIMUTH MARK, BUT THEY COULD
 FD1480'NOT BE FOUND.  ACCORDING TO MR G H
 FD1480'GAULT, WHO OWNES THE PROPERTY WHERE THE ORIGINAL
 FD1480'AZIMUTH MARK WAS
 FD1480'ESTABLISHED, SAYS HE IS SURE THE MARK WAS DESTROYED BY THE
 FD1480'CONSTRUCTION
 FD1480'CONTRACTOR WHEN THICK ROAD WAS WIDENED AND BLACK-TOPPED.
 FD1480'NO HISTORY OF WHAT HAPPENED TO
 FD1480'REFERENCE MARK NO 2 COULD BE OBTAINED.
 FD1480'DUE TO ROAD CHANGES AND PROPERTY OWNERSHIP, THE
 FD1480'ORIGINAL DESCRIPTION
 FD1480'IS NO LONGER CORRECT.  FOLLOWING IS A NEW AND COMPLETE
 FD1480'DESCRIPTION.
 FD1480'
 FD1480'THE STATION IS LOCATED NEAR THE CENTER OF A PROMINENT WOODED KNOLL,
 FD1480'ON THE PROPERTY OF MR
 FD1480'EDWARD WILSON, ABOUT 5 MILES NORTHWEST OF CHAPEL HILL,
 FD1480'4.5 MILES SOUTHWEST OF
 FD1480'EAGLEVILLE, AND 0.75 MILE WEST-SOUTHWEST OF
 FD1480'HOLTLAND.
 FD1480'
 FD1480'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF HOLTLAND, GO
 FD1480'SOUTH ON U S HIGHWAY 31A
 FD1480'FOR 0.05 MILE TO THICK ROAD ON THE RIGHT (COUNTY ROAD
 FD1480'R 7238), TURN RIGHT, CROSSING
 FD1480'RAILROAD TRACKS AND GO WEST, NORTH, AND
 FD1480'WEST ON THICK ROAD FOR 0.35 MILE TO A WOODEN
 FD1480'GATE ON THE RIGHT AT A
 FD1480'SMALL CORRAL AND CATTLE CHUTE.  HERE TURN RIGHT THROUGH THIS
 FD1480'GATE AND GO
 FD1480'NORTHWESTERLY ON A TRACK ROAD FOR 0.25 MILE TO THE EDGE OF THE
 FD1480'WOODS AT BASE OF HILL
 FD1480'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 FD1480'WESTERLY, UPHILL, THROUGH DENSE WOODS
 FD1480'FOR ABOUT 0.2 MILE TO THE TOP
 FD1480'OF THE HILL AND THE STATION IN A CLUMP OF SMALL CEDAR
 FD1480'TREES.  THIS IS
 FD1480'ABOUT A 10 MINUTE PACK.
 FD1480'
 FD1480'THE STATION IS 46 FEET SOUTHWEST OF A 10-INCH, TRIANGLE BLAZED LOCUST
 FD1480'TREE, 29 FEET WEST OF AN
 FD1480'8-INCH, TRIANGLE BLAZED ASH TREE AND 23 FEET
 FD1480'NORTHWEST OF A 12-INCH, TRIANGLE
 FD1480'BLAZED ASH TREE.  IT IS A STANDARD
 FD1480'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1480'MONUMENT THAT
 FD1480'PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLT 1934.
 FD1480'
 FD1480'REFERENCE MARK NO 1 IS 20 FEET EAST OF A 14-INCH, TRIANGLE BLAZED
 FD1480'HACKBERRY TREE AND 11
 FD1480'FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED ASH TREE.  IT IS
 FD1480'A STANDARD DISK SET IN THE TOP
 FD1480'OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FD1480'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FD1480'HOLT NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0553 ***********************************************************************
 GC0553  DESIGNATION -  HONEY
 GC0553  PID         -  GC0553
 GC0553  STATE/COUNTY-  TN/ROBERTSON
 GC0553  USGS QUAD   -  WHITE HOUSE (1981)
 GC0553
 GC0553                         *CURRENT SURVEY CONTROL
 GC0553  ___________________________________________________________________
 GC0553* NAD 83(1995)-  36 29 39.68859(N)    086 40 02.27254(W)     ADJUSTED  
 GC0553* NAVD 88     -       266.310  (meters)     873.72   (feet)  ADJUSTED  
 GC0553  ___________________________________________________________________
 GC0553  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GC0553  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0553  DYNAMIC HT  -         266.084 (meters)     872.98  (feet)  COMP
 GC0553  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0553
 GC0553  HORZ ORDER  -  SECOND
 GC0553  VERT ORDER  -  SECOND    CLASS 0
 GC0553
 GC0553.The horizontal coordinates were established by classical geodetic methods
 GC0553.and adjusted by the National Geodetic Survey in April 1999..
 GC0553
 GC0553.The orthometric height was determined by differential leveling
 GC0553.and adjusted by the National Geodetic Survey in June 1991..
 GC0553
 GC0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0553
 GC0553.The geoid height was determined by GEOID03.
 GC0553
 GC0553.The dynamic height is computed by dividing the NAVD 88
 GC0553.geopotential number by the normal gravity value computed on the
 GC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0553.degrees latitude (g = 980.6199 gals.).
 GC0553
 GC0553.The modeled gravity was interpolated from observed gravity values.
 GC0553
 GC0553;                    North         East     Units Scale Factor Converg.
 GC0553;SPC TN       -   239,973.769   540,211.291   MT  1.00001470   -0 23 26.4
 GC0553;SPC TN       -   787,313.94  1,772,343.21   sFT  1.00001470   -0 23 26.4
 GC0553;UTM  16      - 4,038,833.697   529,797.433   MT  0.99961094   +0 11 52.3
 GC0553
 GC0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0553!SPC TN       -   0.99996286  x   1.00001470  =   0.99997756
 GC0553!UTM  16      -   0.99996286  x   0.99961094  =   0.99957382
 GC0553
 GC0553:                Primary Azimuth Mark                     Grid Az
 GC0553:SPC TN       -  HONEY AZ MK                              017 31 53.2
 GC0553:UTM  16      -  HONEY AZ MK                              016 56 34.5
 GC0553
 GC0553|---------------------------------------------------------------------|
 GC0553| PID    Reference Object                     Distance      Geod. Az  |
 GC0553|                                                           dddmmss.s |
 GC0553| CG6104 HONEY AZ MK                                        0170826.8 |
 GC0553| GC0552 HONEY RM 1                           23.012 METERS 23437     |
 GC0553| GC0554 HONEY RM 2                           20.964 METERS 31648     |
 GC0553|---------------------------------------------------------------------|
 GC0553
 GC0553                          SUPERSEDED SURVEY CONTROL
 GC0553
 GC0553  NAD 83(1995)-  36 29 39.68919(N)    086 40 02.27340(W) AD(       ) 2
 GC0553  NAD 83(1995)-  36 29 39.69513(N)    086 40 02.27598(W) AD(       ) 2
 GC0553  NAD 83(1986)-  36 29 39.69788(N)    086 40 02.27584(W) AD(       ) 2
 GC0553  NAD 27      -  36 29 39.53960(N)    086 40 02.29580(W) AD(       ) 2
 GC0553  NGVD 29 (??/??/92)  266.374  (m)          873.93   (f) ADJ UNCH    2 0
 GC0553
 GC0553.Superseded values are not recommended for survey control.
 GC0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0553.See file dsdata.txt to determine how the superseded data were derived.
 GC0553
 GC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2979738834(NAD 83)
 GC0553_MARKER: DE = TRAVERSE STATION DISK
 GC0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0553_STAMPING: HONEY 1959
 GC0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0553+STABILITY: SURFACE MOTION
 GC0553
 GC0553  HISTORY     - Date     Condition        Report By
 GC0553  HISTORY     - 1959     MONUMENTED       CGS
 GC0553  HISTORY     - 1959     GOOD             CGS
 GC0553
 GC0553                          STATION DESCRIPTION
 GC0553
 GC0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0553'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF GREENBRIER, 2 MILES
 GC0553'NORTHWEST OF WHITE HOUSE AND JUST EAST OF BARN ON PROPERTY OWNED BY
 GC0553'W.J. LUTON.
 GC0553'
 GC0553'TO REACH THE STATION FROM THE WHITE HOUSE POST OFFICE, GO NORTH ON
 GC0553'U.S. HIGHWAY 31W FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 GC0553'GO WEST AND NORTH ON THE MAIN ROAD FOR 2.25 MILES TO A NARROW SIDE
 GC0553'ROAD LEFT*, (JUST AFTER PASSING A BRICK HOUSE ON THE LEFT) TURN LEFT
 GC0553'AND GO SOUTHERLY ON NARROW DIRT ROAD FOR 0.25 MILE TO A BARN ON THE
 GC0553'LEFT AND STATION SITE AS DESCRIBED.
 GC0553'
 GC0553'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HONEY 1959.  THE
 GC0553'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS ABOUT 1
 GC0553'FOOT BELOW THE SURFACE OF THE GROUND. IT IS 42 FEET SOUTH OF A T
 GC0553'FENCE CORNER POST AT GATE, 34 FEET EAST OF THE NORTHEAST CORNER
 GC0553'OF BARN AND 6 FEET WEST OF A FENCE LINE.
 GC0553'
 GC0553'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0553'45 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED HONEY
 GC0553'1959.
 GC0553'
 GC0553'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED HONEY NO 1
 GC0553'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0553'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET
 GC0553'SOUTHWEST OF THE SOUTHEAST CORNER OF BARN AND 33 FEET SOUTHEAST OF
 GC0553'THE SOUTHWEST CORNER OF BARN.
 GC0553'
 GC0553'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED HONEY NO 2
 GC0553'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0553'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET WEST OF
 GC0553'A T FENCE CORNER POST AT GATE, 18 FEET SOUTH OF THE CENTER OF A
 GC0553'DIRT ROAD, 2 FEET SOUTHEAST OF A WITNESS SIGN AND 1 FOOT NORTH OF A
 GC0553'FENCE LINE.
 GC0553'
 GC0553'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED HONEY 1959.  THE
 GC0553'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 GC0553'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTHWEST OF
 GC0553'THE CENTER OF A HARD SURFACE ROAD, 2 FEET SOUTHEAST OF A WITNESS
 GC0553'SIGN, 18 INCHES EAST OF POWER LINE POLE NO. 137 AND 18 INCHES
 GC0553'NORTHEAST OF A FENCE LINE.
 GC0553'
 GC0553'TO REACH THE AZIMUTH MARK FROM NARROW SIDE ROAD LEFT, CONTINUE
 GC0553'WESTERLY ON HARD SURFACE ROAD FOR 0.05 MILE TO THE AZIMUTH
 GC0553'MARK ON THE LEFT AS DESCRIBED.
 GC0553'
 GC0553'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 GC0553
 GC0553                          STATION RECOVERY (1959)
 GC0553
 GC0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0553'3.8 MI NW FROM WHITE HOUSE.
 GC0553'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0553'31 W FOR 0.15 MILE, THENCE 1.65 MILE WEST ON STATE HIGHWAY 76,
 GC0553'THENCE 1.95 MILE NORTH ON THE INTERSTATE HIGHWAY TO A BARN AND
 GC0553'THE STATION, 42 FT. SOUTH OF A T FENCE CORNER POST AT GATE,
 GC0553'34 FT. EAST OF THE NORTHEAST CORNER OF THE BARN AND 6 FT.
 GC0553'WEST OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC0553'1 FT. BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2595 ***********************************************************************
 GB2595  DESIGNATION -  HONEY
 GB2595  PID         -  GB2595
 GB2595  STATE/COUNTY-  TN/SCOTT
 GB2595  USGS QUAD   -  HONEY CREEK (1984)
 GB2595
 GB2595                         *CURRENT SURVEY CONTROL
 GB2595  ___________________________________________________________________
 GB2595* NAD 83(1995)-  36 25 57.49991(N)    084 40 29.75424(W)     ADJUSTED  
 GB2595* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 GB2595  ___________________________________________________________________
 GB2595  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GB2595  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GB2595
 GB2595  HORZ ORDER  -  FIRST
 GB2595
 GB2595.The horizontal coordinates were established by classical geodetic methods
 GB2595.and adjusted by the National Geodetic Survey in April 1999..
 GB2595
 GB2595.The orthometric height was scaled from a topographic map.
 GB2595
 GB2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2595
 GB2595.The geoid height was determined by GEOID03.
 GB2595
 GB2595;                    North         East     Units Scale Factor Converg.
 GB2595;SPC TN       -   233,725.403   718,813.781   MT  1.00000287   +0 46 32.7
 GB2595;SPC TN       -   766,814.09  2,358,308.21   sFT  1.00000287   +0 46 32.7
 GB2595;UTM  16      - 4,034,448.373   708,419.320   MT  1.00013522   +1 22 52.7
 GB2595
 GB2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2595!SPC TN       -   0.99993048  x   1.00000287  =   0.99993334
 GB2595!UTM  16      -   0.99993048  x   1.00013522  =   1.00006569
 GB2595
 GB2595|---------------------------------------------------------------------|
 GB2595| PID    Reference Object                     Distance      Geod. Az  |
 GB2595|                                                           dddmmss.s |
 GB2595| DC2195 HONEY RM 1                           36.177 METERS 21415     |
 GB2595| DC2194 HONEY AZ MK                                        2165207.6 |
 GB2595| GB2636 BRANUM                              APPROX.16.1 KM 3071118.4 |
 GB2595| DC2196 HONEY RM 2                           30.928 METERS 31048     |
 GB2595|---------------------------------------------------------------------|
 GB2595
 GB2595                          SUPERSEDED SURVEY CONTROL
 GB2595
 GB2595  NAD 83(1995)-  36 25 57.50063(N)    084 40 29.75327(W) AD(       ) 1
 GB2595  NAD 83(1995)-  36 25 57.50864(N)    084 40 29.75940(W) AD(       ) 1
 GB2595  NAD 83(1986)-  36 25 57.50867(N)    084 40 29.75654(W) AD(       ) 1
 GB2595  NAD 27      -  36 25 57.22200(N)    084 40 29.96000(W) AD(       ) 1
 GB2595
 GB2595.Superseded values are not recommended for survey control.
 GB2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2595.See file dsdata.txt to determine how the superseded data were derived.
 GB2595
 GB2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0841934448(NAD 83)
 GB2595_MARKER: DS = TRIANGULATION STATION DISK
 GB2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2595
 GB2595  HISTORY     - Date     Condition        Report By
 GB2595  HISTORY     - 1935     MONUMENTED       CGS
 GB2595
 GB2595                          STATION DESCRIPTION
 GB2595
 GB2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2595'STATION IS ON A HEAVILY-TIMBERED FLAT RIDGE BETWEEN CLEAR FORK CREEK,
 GB2595'AND WHITE OAK CREEK, ABOUT 8 MILES NW OF ROBBINS, AND 10-1/2 MILES
 GB2595'WSW OF ONEIDA, ON PROPERTY OF THE STATE OF TENNESSEE.
 GB2595'
 GB2595'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2595'DISKS SET IN CONCRETE.
 GB2595'
 GB2595'STATION IS 44.7 FEET NE OF 10-INCH TRIANGULAR BLAZED OAK TREE, 41
 GB2595'FEET E OF CENTER LINE OF ROAD, 21.3 FEET NNE OF 10-INCH
 GB2595'TRIANGULAR BLAZED PINE TREE, AND 19.4 FEET SSW OF 10-INCH TRIANGULAR
 GB2595'BLAZED OAK TREE.
 GB2595'
 GB2595'REFERENCE MARK NO.1 IS SW OF STATION, 9 PACES WSW OF CENTER LINE OF
 GB2595'ROAD, 4 PACES W OF 8-INCH PINE TREE, AND 4 PACES SW OF 10-INCH OAK
 GB2595'TREE.
 GB2595'
 GB2595'REFERENCE MARK NO.2 IS W OF STATION 17 PACES W OF CENTER LINE OF
 GB2595'ROAD, 6 PACES S OF 8-INCH OAK TREE, AND 12 PACES W OF 10-INCH OAK
 GB2595'TREE.
 GB2595'
 GB2595'AZIMUTH MARK IS SW OF STATION, IN LINE WITH STATION AND REFERENCE
 GB2595'MARK NO.1 AND 85 PACES W OF ROAD. AZIMUTH VISIBLE FROM GROUND WITH
 GB2595'CLEARING OF BRUSH.
 GB2595'
 GB2595'TO REACH FROM ROBBINS RAILROAD STATION ON U.S.HIGHWAY 27, GO N ON
 GB2595'ROUTE 27 FOR 2.4 MILES TO ROAD FORK, LEFT JUST S OF W.P.
 GB2595'SHOEMAKERS STORE AND GAS STATION. TURN LEFT ALONG BACK OF STORE AND
 GB2595'GO 0.1 MILE TO T-ROAD. TURN LEFT AND GO 2.15 MILES TO CROSSROADS
 GB2595'WITH CHURCH IN NE CORNER, TURN RIGHT AND GO 0.45 MILE TO REVERSE Y,
 GB2595'TURN LEFT AND GO 0.05 MILE TO FORKS. TAKE LEFT FORK AND GO 0.4
 GB2595'MILE TO BRIDGE OVER CLEAR FORK CREEK. CROSS BRIDGE AND FOLLOW MAIN
 GB2595'TRAVELED ROAD FOR 3.6 MILES TO HONEY CREEK SCHOOL ON RIGHT.
 GB2595'CONTINUE AHEAD FOR 0.7 MILE TO T-ROAD, RIGHT (UPHILL) OPPOSITE LOG
 GB2595'HOUSE. TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.7 MILE TO FRED PELFREYS
 GB2595'HOUSE ON RIGHT. KEEP STRAIGHT AHEAD FOR 0.5 MILE TO FORK, TAKE LEFT
 GB2595'FORK AND GO 0.15 MILE TO ANOTHER FORK. TAKE LEFT FORK AND GO 0.05
 GB2595'MILE TO TRIANGULAR BLAZED TREE ON LEFT AND STATION SITE ON
 GB2595'RIGHT.
 GB2595'
 GB2595'A 77-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0555 ***********************************************************************
 GC0555  DESIGNATION -  HONEY AZ MK
 GC0555  PID         -  GC0555
 GC0555  STATE/COUNTY-  TN/ROBERTSON
 GC0555  USGS QUAD   -  WHITE HOUSE (1981)
 GC0555
 GC0555                         *CURRENT SURVEY CONTROL
 GC0555  ___________________________________________________________________
 GC0555* NAD 83(1986)-  36 29 51.     (N)    086 39 58.     (W)     SCALED    
 GC0555* NAVD 88     -       259.863  (meters)     852.57   (feet)  ADJUSTED  
 GC0555  ___________________________________________________________________
 GC0555  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0555  DYNAMIC HT  -         259.643 (meters)     851.85  (feet)  COMP
 GC0555  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GC0555
 GC0555  VERT ORDER  -  SECOND    CLASS 0
 GC0555
 GC0555.The horizontal coordinates were scaled from a topographic map and have
 GC0555.an estimated accuracy of +/- 6 seconds.
 GC0555
 GC0555.The orthometric height was determined by differential leveling
 GC0555.and adjusted by the National Geodetic Survey in June 1991..
 GC0555
 GC0555.The geoid height was determined by GEOID03.
 GC0555
 GC0555.The dynamic height is computed by dividing the NAVD 88
 GC0555.geopotential number by the normal gravity value computed on the
 GC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0555.degrees latitude (g = 980.6199 gals.).
 GC0555
 GC0555.The modeled gravity was interpolated from observed gravity values.
 GC0555
 GC0555;                    North         East    Units  Estimated Accuracy
 GC0555;SPC TN       -   240,320.      540,320.      MT  (+/- 180 meters Scaled)
 GC0555
 GC0555                          SUPERSEDED SURVEY CONTROL
 GC0555
 GC0555  NGVD 29 (??/??/92)  259.927  (m)          852.78   (f) ADJ UNCH    2 0
 GC0555
 GC0555.Superseded values are not recommended for survey control.
 GC0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0555.See file dsdata.txt to determine how the superseded data were derived.
 GC0555
 GC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF299391(NAD 83)
 GC0555_MARKER: DZ = AZIMUTH MARK DISK
 GC0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0555_STAMPING: HONEY 1959
 GC0555_MARK LOGO: CGS   
 GC0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0555+STABILITY: SURFACE MOTION
 GC0555
 GC0555  HISTORY     - Date     Condition        Report By
 GC0555  HISTORY     - 1959     MONUMENTED       CGS
 GC0555
 GC0555                          STATION DESCRIPTION
 GC0555
 GC0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0555'4 MI NW FROM WHITE HOUSE.
 GC0555'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0555'31 W FOR 0.15 MILE, THENCE 1.65 MILE WEST ON STATE HIGHWAY 76,
 GC0555'THENCE 2.15 MILES NORTH OF THE INTERSTATE HIGHWAY TO A PAVED
 GC0555'ROAD, ABOUT 0.05 MILE WEST OF A DIRT ROAD, 19 FT. SOUTHWEST OF THE
 GC0555'CENTER OF THE PAVED ROAD, 2 FT. SOUTHEAST OF A WITNESS SIGN, 1.5
 GC0555'FT. EAST OF POWER LINE POLE NO. 137 AND 1.5 FT. NORTHEAST OF A
 GC0555'FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GC0555'AND ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0552 ***********************************************************************
 GC0552  DESIGNATION -  HONEY RM 1
 GC0552  PID         -  GC0552
 GC0552  STATE/COUNTY-  TN/ROBERTSON
 GC0552  USGS QUAD   -  WHITE HOUSE (1981)
 GC0552
 GC0552                         *CURRENT SURVEY CONTROL
 GC0552  ___________________________________________________________________
 GC0552* NAD 83(1986)-  36 29 39.     (N)    086 40 02.     (W)     SCALED    
 GC0552* NAVD 88     -       265.676  (meters)     871.64   (feet)  ADJUSTED  
 GC0552  ___________________________________________________________________
 GC0552  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0552  DYNAMIC HT  -         265.451 (meters)     870.90  (feet)  COMP
 GC0552  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0552
 GC0552  VERT ORDER  -  SECOND    CLASS 0
 GC0552
 GC0552.The horizontal coordinates were scaled from a topographic map and have
 GC0552.an estimated accuracy of +/- 6 seconds.
 GC0552
 GC0552.The orthometric height was determined by differential leveling
 GC0552.and adjusted by the National Geodetic Survey in June 1991..
 GC0552
 GC0552.The geoid height was determined by GEOID03.
 GC0552
 GC0552.The dynamic height is computed by dividing the NAVD 88
 GC0552.geopotential number by the normal gravity value computed on the
 GC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0552.degrees latitude (g = 980.6199 gals.).
 GC0552
 GC0552.The modeled gravity was interpolated from observed gravity values.
 GC0552
 GC0552;                    North         East    Units  Estimated Accuracy
 GC0552;SPC TN       -   239,950.      540,220.      MT  (+/- 180 meters Scaled)
 GC0552
 GC0552                          SUPERSEDED SURVEY CONTROL
 GC0552
 GC0552  NGVD 29 (??/??/92)  265.741  (m)          871.85   (f) ADJ UNCH    2 0
 GC0552
 GC0552.Superseded values are not recommended for survey control.
 GC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0552.See file dsdata.txt to determine how the superseded data were derived.
 GC0552
 GC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF298388(NAD 83)
 GC0552_MARKER: DR = REFERENCE MARK DISK
 GC0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0552_STAMPING: HONEY NO 1 1959
 GC0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0552+STABILITY: SURFACE MOTION
 GC0552
 GC0552  HISTORY     - Date     Condition        Report By
 GC0552  HISTORY     - 1959     MONUMENTED       CGS
 GC0552
 GC0552                          STATION DESCRIPTION
 GC0552
 GC0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0552'3.8 MI NW FROM WHITE HOUSE.
 GC0552'THIS MARK IS LOCATED AT THE HONEY 1959 STATION SITE, 75.5
 GC0552'FT. SOUTHWEST OF THE STATION MARK, 34 FT. SOUTHWEST OF THE
 GC0552'SOUTHEAST CORNER OF THE BARN AND 33 FT. SOUTHEAST OF THE
 GC0552'SOUTHWEST CORNER OF THE BARN, A DISK SET IN TOP OF A CONCRETE
 GC0552'POST SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0554 ***********************************************************************
 GC0554  DESIGNATION -  HONEY RM 2
 GC0554  PID         -  GC0554
 GC0554  STATE/COUNTY-  TN/ROBERTSON
 GC0554  USGS QUAD   -  WHITE HOUSE (1981)
 GC0554
 GC0554                         *CURRENT SURVEY CONTROL
 GC0554  ___________________________________________________________________
 GC0554* NAD 83(1986)-  36 29 39.     (N)    086 40 02.     (W)     SCALED    
 GC0554* NAVD 88     -       265.872  (meters)     872.28   (feet)  ADJUSTED  
 GC0554  ___________________________________________________________________
 GC0554  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0554  DYNAMIC HT  -         265.647 (meters)     871.54  (feet)  COMP
 GC0554  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0554
 GC0554  VERT ORDER  -  SECOND    CLASS 0
 GC0554
 GC0554.The horizontal coordinates were scaled from a topographic map and have
 GC0554.an estimated accuracy of +/- 6 seconds.
 GC0554
 GC0554.The orthometric height was determined by differential leveling
 GC0554.and adjusted by the National Geodetic Survey in June 1991..
 GC0554
 GC0554.The geoid height was determined by GEOID03.
 GC0554
 GC0554.The dynamic height is computed by dividing the NAVD 88
 GC0554.geopotential number by the normal gravity value computed on the
 GC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0554.degrees latitude (g = 980.6199 gals.).
 GC0554
 GC0554.The modeled gravity was interpolated from observed gravity values.
 GC0554
 GC0554;                    North         East    Units  Estimated Accuracy
 GC0554;SPC TN       -   239,950.      540,220.      MT  (+/- 180 meters Scaled)
 GC0554
 GC0554                          SUPERSEDED SURVEY CONTROL
 GC0554
 GC0554  NGVD 29 (??/??/92)  265.937  (m)          872.50   (f) ADJ UNCH    2 0
 GC0554
 GC0554.Superseded values are not recommended for survey control.
 GC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0554.See file dsdata.txt to determine how the superseded data were derived.
 GC0554
 GC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF298388(NAD 83)
 GC0554_MARKER: DR = REFERENCE MARK DISK
 GC0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0554_STAMPING: HONEY NO 2 1959
 GC0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0554+STABILITY: SURFACE MOTION
 GC0554
 GC0554  HISTORY     - Date     Condition        Report By
 GC0554  HISTORY     - 1959     MONUMENTED       CGS
 GC0554
 GC0554                          STATION DESCRIPTION
 GC0554
 GC0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0554'3.8 MI NW FROM WHITE HOUSE.
 GC0554'THIS MARK IS LOCATED AT THE HONEY 1959 STATION STE, 68.8 FT.
 GC0554'NORTHWEST OF THE STATION MARK, 56 FT. WEST OF A T FENCE CORNER
 GC0554'POST AT GATE, 18 FT. SOUTH OF THE CENTER OF A DIRT ROAD, 2 FT.
 GC0554'SOUTHEAST OF A WITNESS SIGN AND 1 FT. NORTH OF A FENCE, A
 GC0554'DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 GC0554'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0099 ***********************************************************************
 FD0099  DESIGNATION -  HOOVER GAP
 FD0099  PID         -  FD0099
 FD0099  STATE/COUNTY-  TN/RUTHERFORD
 FD0099  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0099
 FD0099                         *CURRENT SURVEY CONTROL
 FD0099  ___________________________________________________________________
 FD0099* NAD 83(1995)-  35 40 02.44527(N)    086 16 48.78894(W)     ADJUSTED  
 FD0099* NAVD 88     -       260.116  (meters)     853.40   (feet)  ADJUSTED  
 FD0099  ___________________________________________________________________
 FD0099  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FD0099  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0099  DYNAMIC HT  -         259.878 (meters)     852.62  (feet)  COMP
 FD0099  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FD0099
 FD0099  HORZ ORDER  -  SECOND
 FD0099  VERT ORDER  -  SECOND    CLASS 0
 FD0099
 FD0099.The horizontal coordinates were established by classical geodetic methods
 FD0099.and adjusted by the National Geodetic Survey in April 1999..
 FD0099
 FD0099.The orthometric height was determined by differential leveling
 FD0099.and adjusted by the National Geodetic Survey in June 1991..
 FD0099
 FD0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0099
 FD0099.The geoid height was determined by GEOID03.
 FD0099
 FD0099.The dynamic height is computed by dividing the NAVD 88
 FD0099.geopotential number by the normal gravity value computed on the
 FD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0099.degrees latitude (g = 980.6199 gals.).
 FD0099
 FD0099.The modeled gravity was interpolated from observed gravity values.
 FD0099
 FD0099;                    North         East     Units Scale Factor Converg.
 FD0099;SPC TN       -   148,043.675   574,629.964   MT  0.99995261   -0 09 50.6
 FD0099;SPC TN       -   485,706.62  1,885,265.14   sFT  0.99995261   -0 09 50.6
 FD0099;UTM  16      - 3,947,291.872   565,144.037   MT  0.99965229   +0 25 10.9
 FD0099
 FD0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0099!SPC TN       -   0.99996367  x   0.99995261  =   0.99991628
 FD0099!UTM  16      -   0.99996367  x   0.99965229  =   0.99961597
 FD0099
 FD0099|---------------------------------------------------------------------|
 FD0099| PID    Reference Object                     Distance      Geod. Az  |
 FD0099|                                                           dddmmss.s |
 FD0099| FD0098 HOOVER GAP RM 1                      15.057 METERS 18559     |
 FD0099| FD0100 HOOVER GAP RM 2                      16.132 METERS 29605     |
 FD0099| FD0094 GOAT                                APPROX. 3.3 KM 3340045.0 |
 FD0099|---------------------------------------------------------------------|
 FD0099
 FD0099                          SUPERSEDED SURVEY CONTROL
 FD0099
 FD0099  NAD 83(1995)-  35 40 02.45207(N)    086 16 48.78996(W) AD(       ) 2
 FD0099  NAD 83(1986)-  35 40 02.45641(N)    086 16 48.78768(W) AD(       ) 2
 FD0099  NAD 27      -  35 40 02.19670(N)    086 16 48.81090(W) AD(       ) 2
 FD0099  NGVD 29 (??/??/92)  260.118  (m)          853.40   (f) ADJ UNCH    2 0
 FD0099
 FD0099.Superseded values are not recommended for survey control.
 FD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0099.See file dsdata.txt to determine how the superseded data were derived.
 FD0099
 FD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6514447292(NAD 83)
 FD0099_MARKER: DE = TRAVERSE STATION DISK
 FD0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0099_STAMPING: HOOVER GAP 1960
 FD0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0099+STABILITY: SURFACE MOTION
 FD0099
 FD0099  HISTORY     - Date     Condition        Report By
 FD0099  HISTORY     - 1960     MONUMENTED       CGS
 FD0099  HISTORY     - 1960     GOOD             CGS
 FD0099
 FD0099                          STATION DESCRIPTION
 FD0099
 FD0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0099'THE STATION IS LOCATED ON THE PROPERTY OF THE HOOVER HEIRS, ABOUT 14
 FD0099'MILES SOUTHEAST OF
 FD0099'MURFREESBORO, ABOUT 3.5 MILES NORTHWEST OF BEECH GROVE,
 FD0099'AND ABOUT 0.25 MILE SOUTHWEST
 FD0099'OF THE HOOVERS GAP METHODIST CHURCH.
 FD0099'
 FD0099'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0099'NORTHWEST, ON U S HIGHWAY
 FD0099'41 FOR 3.4 MILES TO A SIDE ROAD LEFT, AT HOOVERS GAP.  TURN
 FD0099'LEFT, WEST, AND GO 0.15
 FD0099'MILE TO A TRACK ROAD LEFT, AT STEEL GATE.
 FD0099'TURN LEFT, AND FOLLOW TRACK ROAD SOUTHERLY
 FD0099'FOR 0.2 MILE, THE BEAR
 FD0099'RIGHT, CROSSING DRY STREAM BED AND FOLLOW DIM TRACKS
 FD0099'NORTHWEST FOR
 FD0099'0.1 MILE, THEN BEAR RIGHT, NORTH, UP SLOPE FOR 0.2 MILE TO THE CREST
 FD0099'OF A LOW RIDGE AND
 FD0099'THE STATION.
 FD0099'
 FD0099'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HOOVER GAP
 FD0099'1960, SET IN A CONCRETE
 FD0099'MONUMENT, AND PROJECTS 3 INCHES.  IT IS 2.7 FEET SOUTH OF A
 FD0099'WITNESS SIGN.
 FD0099'
 FD0099'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HOOVER GAP NO 1 1960,
 FD0099'AND SET FLUSH.  IT IS SET
 FD0099'ON THE SOUTHEAST SLOPE OF THE RIDGE AND ABOUT 2
 FD0099'FEET LOWER THAN THE STATION MARK.
 FD0099'
 FD0099'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HOOVER GAP NO 2 1960,
 FD0099'AND SET FLUSH.  IT IS 12
 FD0099'FEET SOUTHEAST OF A 12-INCH HACKBERRY TREE AND ABOUT
 FD0099'THE SAME ELEVATION AS THE STATION
 FD0099'MARK.
 FD0099'
 FD0099'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 FD0099'SUITABLE LOCATION FOUND.
 FD0099'
 FD0099'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METER.
 FD0099
 FD0099                          STATION RECOVERY (1960)
 FD0099
 FD0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0099'4.2 MI NW FROM BEECH GROVE.
 FD0099'FROM THE POST OFFICE IN BEECH GROVE, GO 3.55 MILES NORTHWEST
 FD0099'ON U.S. HIGHWAY 41, THEN GO WEST FOR 0.15 MILE ON A PAVED ROAD
 FD0099'TO A TRACK ROAD LEFT, AT STEEL GATE.  TURN LEFT, AND FOLLOW
 FD0099'TRACK ROAD SOUTHERLY FOR 0.2 MILE, THEN BEAR RIGHT, CROSSING
 FD0099'DRY STREAM BED AND FOLLOW DIM TRACKS NORTHWEST FOR 0.1 MILE,
 FD0099'THEN BEAR RIGHT, NORTH, UP SLOPE FOR 0.2 MILE TO THE CREST
 FD0099'OF A LOW RIDGE AND THE STATION.  THE BENCH MARK IS 2.7 FT.
 FD0099'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0099'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0098 ***********************************************************************
 FD0098  DESIGNATION -  HOOVER GAP RM 1
 FD0098  PID         -  FD0098
 FD0098  STATE/COUNTY-  TN/RUTHERFORD
 FD0098  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0098
 FD0098                         *CURRENT SURVEY CONTROL
 FD0098  ___________________________________________________________________
 FD0098* NAD 83(1986)-  35 40 02.     (N)    086 16 48.     (W)     SCALED    
 FD0098* NAVD 88     -       259.259  (meters)     850.59   (feet)  ADJUSTED  
 FD0098  ___________________________________________________________________
 FD0098  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0098  DYNAMIC HT  -         259.022 (meters)     849.81  (feet)  COMP
 FD0098  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FD0098
 FD0098  VERT ORDER  -  SECOND    CLASS 0
 FD0098
 FD0098.The horizontal coordinates were scaled from a topographic map and have
 FD0098.an estimated accuracy of +/- 6 seconds.
 FD0098
 FD0098.The orthometric height was determined by differential leveling
 FD0098.and adjusted by the National Geodetic Survey in June 1991..
 FD0098
 FD0098.The geoid height was determined by GEOID03.
 FD0098
 FD0098.The dynamic height is computed by dividing the NAVD 88
 FD0098.geopotential number by the normal gravity value computed on the
 FD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0098.degrees latitude (g = 980.6199 gals.).
 FD0098
 FD0098.The modeled gravity was interpolated from observed gravity values.
 FD0098
 FD0098;                    North         East    Units  Estimated Accuracy
 FD0098;SPC TN       -   148,030.      574,650.      MT  (+/- 180 meters Scaled)
 FD0098
 FD0098                          SUPERSEDED SURVEY CONTROL
 FD0098
 FD0098  NGVD 29 (??/??/92)  259.262  (m)          850.60   (f) ADJ UNCH    2 0
 FD0098
 FD0098.Superseded values are not recommended for survey control.
 FD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0098.See file dsdata.txt to determine how the superseded data were derived.
 FD0098
 FD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE651472(NAD 83)
 FD0098_MARKER: DR = REFERENCE MARK DISK
 FD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0098_STAMPING: HOOVER GAP NO 1 1960
 FD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0098+STABILITY: SURFACE MOTION
 FD0098
 FD0098  HISTORY     - Date     Condition        Report By
 FD0098  HISTORY     - 1960     MONUMENTED       CGS
 FD0098
 FD0098                          STATION DESCRIPTION
 FD0098
 FD0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0098'4.2 MI NW FROM BEECH GROVE.
 FD0098'THIS MARK IS LOCATED AT THE HOOVER GAP 1960 STATION SITE, 49.4
 FD0098'FT. SOUTH OF THE STATION MARK AND SET ON THE SOUTHEAST SLOPE
 FD0098'OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0098'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0100 ***********************************************************************
 FD0100  DESIGNATION -  HOOVER GAP RM 2
 FD0100  PID         -  FD0100
 FD0100  STATE/COUNTY-  TN/RUTHERFORD
 FD0100  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0100
 FD0100                         *CURRENT SURVEY CONTROL
 FD0100  ___________________________________________________________________
 FD0100* NAD 83(1986)-  35 40 02.     (N)    086 16 48.     (W)     SCALED    
 FD0100* NAVD 88     -       259.916  (meters)     852.74   (feet)  ADJUSTED  
 FD0100  ___________________________________________________________________
 FD0100  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0100  DYNAMIC HT  -         259.679 (meters)     851.96  (feet)  COMP
 FD0100  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FD0100
 FD0100  VERT ORDER  -  SECOND    CLASS 0
 FD0100
 FD0100.The horizontal coordinates were scaled from a topographic map and have
 FD0100.an estimated accuracy of +/- 6 seconds.
 FD0100
 FD0100.The orthometric height was determined by differential leveling
 FD0100.and adjusted by the National Geodetic Survey in June 1991..
 FD0100
 FD0100.The geoid height was determined by GEOID03.
 FD0100
 FD0100.The dynamic height is computed by dividing the NAVD 88
 FD0100.geopotential number by the normal gravity value computed on the
 FD0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0100.degrees latitude (g = 980.6199 gals.).
 FD0100
 FD0100.The modeled gravity was interpolated from observed gravity values.
 FD0100
 FD0100;                    North         East    Units  Estimated Accuracy
 FD0100;SPC TN       -   148,030.      574,650.      MT  (+/- 180 meters Scaled)
 FD0100
 FD0100                          SUPERSEDED SURVEY CONTROL
 FD0100
 FD0100  NGVD 29 (??/??/92)  259.919  (m)          852.75   (f) ADJ UNCH    2 0
 FD0100
 FD0100.Superseded values are not recommended for survey control.
 FD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0100.See file dsdata.txt to determine how the superseded data were derived.
 FD0100
 FD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE651472(NAD 83)
 FD0100_MARKER: DR = REFERENCE MARK DISK
 FD0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0100_STAMPING: HOOVER GAP NO 2 1960
 FD0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0100+STABILITY: SURFACE MOTION
 FD0100
 FD0100  HISTORY     - Date     Condition        Report By
 FD0100  HISTORY     - 1960     MONUMENTED       CGS
 FD0100
 FD0100                          STATION DESCRIPTION
 FD0100
 FD0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0100'4.2 MI NW FROM BEECH GROVE.
 FD0100'THIS MARK IS LOCATED AT THE HOOVER GAP 1960 STATION SITE, 53
 FD0100'FT. WEST OF THE STATION MARK, 12 FT. SOUTHEAST OF A 12-INCH
 FD0100'HACKBERRY TREE AND ABOUT THE SAME ELEVATION AS THE STATION.  THE
 FD0100'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0100'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0709 ***********************************************************************
 GC0709  DESIGNATION -  HOPE
 GC0709  PID         -  GC0709
 GC0709  STATE/COUNTY-  TN/DAVIDSON
 GC0709  USGS QUAD   -  HERMITAGE (1983)
 GC0709
 GC0709                         *CURRENT SURVEY CONTROL
 GC0709  ___________________________________________________________________
 GC0709* NAD 83(1995)-  36 10 04.71814(N)    086 34 50.59472(W)     ADJUSTED  
 GC0709* NAVD 88     -       195.764  (meters)     642.27   (feet)  ADJUSTED  
 GC0709  ___________________________________________________________________
 GC0709  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GC0709  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0709  DYNAMIC HT  -         195.599 (meters)     641.73  (feet)  COMP
 GC0709  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0709
 GC0709  HORZ ORDER  -  SECOND
 GC0709  VERT ORDER  -  SECOND    CLASS 0
 GC0709
 GC0709.The horizontal coordinates were established by classical geodetic methods
 GC0709.and adjusted by the National Geodetic Survey in April 1999..
 GC0709
 GC0709.The orthometric height was determined by differential leveling
 GC0709.and adjusted by the National Geodetic Survey in June 1991..
 GC0709
 GC0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0709
 GC0709.The geoid height was determined by GEOID03.
 GC0709
 GC0709.The dynamic height is computed by dividing the NAVD 88
 GC0709.geopotential number by the normal gravity value computed on the
 GC0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0709.degrees latitude (g = 980.6199 gals.).
 GC0709
 GC0709.The modeled gravity was interpolated from observed gravity values.
 GC0709
 GC0709;                    North         East     Units Scale Factor Converg.
 GC0709;SPC TN       -   203,708.524   547,753.458   MT  0.99996533   -0 20 23.9
 GC0709;SPC TN       -   668,333.72  1,797,087.80   sFT  0.99996533   -0 20 23.9
 GC0709;UTM  16      - 4,002,661.274   537,708.444   MT  0.99961752   +0 14 50.8
 GC0709
 GC0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0709!SPC TN       -   0.99997386  x   0.99996533  =   0.99993919
 GC0709!UTM  16      -   0.99997386  x   0.99961752  =   0.99959139
 GC0709
 GC0709:                Primary Azimuth Mark                     Grid Az
 GC0709:SPC TN       -  MILLS                                    269 18 52.8
 GC0709:UTM  16      -  MILLS                                    268 43 38.1
 GC0709
 GC0709|---------------------------------------------------------------------|
 GC0709| PID    Reference Object                     Distance      Geod. Az  |
 GC0709|                                                           dddmmss.s |
 GC0709| GC0703 MILLS                               APPROX. 2.0 KM 2685828.9 |
 GC0709| GC0708 HOPE RM 2                            22.123 METERS 27722     |
 GC0709| GC0710 HOPE RM 1                            21.745 METERS 35454     |
 GC0709|---------------------------------------------------------------------|
 GC0709
 GC0709                          SUPERSEDED SURVEY CONTROL
 GC0709
 GC0709  NAD 83(1995)-  36 10 04.72053(N)    086 34 50.59710(W) AD(       ) 2
 GC0709  NAD 83(1995)-  36 10 04.72295(N)    086 34 50.59712(W) AD(       ) 2
 GC0709  NAD 83(1986)-  36 10 04.72833(N)    086 34 50.59739(W) AD(       ) 2
 GC0709  NAD 27      -  36 10 04.52770(N)    086 34 50.61420(W) AD(       ) 2
 GC0709  NGVD 29 (??/??/92)  195.803  (m)          642.40   (f) ADJ UNCH    2 0
 GC0709
 GC0709.Superseded values are not recommended for survey control.
 GC0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0709.See file dsdata.txt to determine how the superseded data were derived.
 GC0709
 GC0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3770802661(NAD 83)
 GC0709_MARKER: DE = TRAVERSE STATION DISK
 GC0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0709_STAMPING: HOPE 1960
 GC0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0709+STABILITY: SURFACE MOTION
 GC0709
 GC0709  HISTORY     - Date     Condition        Report By
 GC0709  HISTORY     - 1960     MONUMENTED       CGS
 GC0709  HISTORY     - 1960     GOOD             CGS
 GC0709
 GC0709                          STATION DESCRIPTION
 GC0709
 GC0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0709'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE VILLAGE OF
 GC0709'HERMITAGE, ABOUT 0.35 MILE EAST OF THE NEW HOPE CHURCH, NEAR THE
 GC0709'SUMMIT OF HILL AND IN MRS. EAKES FRONT YARD.
 GC0709'
 GC0709'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0709'NORTHEAST ON U.S. HIGHWAY 70N FOR 2.5 MILES TO A SIDE ROAD
 GC0709'RIGHT, JUST AFTER CROSSING STONES RIVER, TURN RIGHT, SOUTHEAST, ON
 GC0709'CENTRAL PIKE FOR 1.3 MILES TO CROSSROADS (HERMITAGE POST OFFICE ON
 GC0709'THE RIGHT) CONTINUE EAST ON CENTRAL PIKE FOR 0.7 MILE TO ANGLING
 GC0709'CROSSROADS, CONTINUE EAST ON CENTRAL PIKE FOR 1.0 MILE TO A SIDE
 GC0709'ROAD RIGHT, TURN RIGHT, SOUTH, ON NEW HOPE ROAD FOR 0.2 MILE TO A
 GC0709'WOODEN GATE ON LEFT, TURN LEFT, EAST, ON TRACK ROAD FOR 0.35 MILE
 GC0709'TO STATION.
 GC0709'
 GC0709'THE STATION MARK IS 15 FEET SOUTHWEST OF WOODEN GATE, 3 FEET NORTH OF
 GC0709'WIRE FENCE AND 2.3 FEET NORTHEAST OF WITNESS SIGN.  THE MARK IS
 GC0709'A STANDARD TRAVERSE DISK SET IN TOP OF A CONCRETE POST, SET FLUSH AND
 GC0709'IS STAMPED HOPE 1960.
 GC0709'
 GC0709'REFERENCE MARK NO. 1 IS 40 FEET WEST OF SOUTHWEST CORNER OF HOUSE, 8
 GC0709'FEET EAST OF DRIVEWAY, 1 FOOT WEST OF WIRE FENCE.  THE MARK IS A
 GC0709'STANDARD DISK SET IN TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 GC0709'HOPE NO 1 1960.
 GC0709'
 GC0709'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF DRIVEWAY, 1 FOOT NORTH OF
 GC0709'WIRE FENCE, AND 5 FEET LOWER THAN STATION.  THE MARK IS A STANDARD
 GC0709'DISK SET IN TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED HOPE NO
 GC0709'2 1960.
 GC0709'
 GC0709'TRAVERSE STATION MILLS WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC0709'DESCRIPTION THEREOF.
 GC0709'
 GC0709'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC0709
 GC0709                          STATION RECOVERY (1960)
 GC0709
 GC0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0709'7.3 MI SW FROM MOUNT JULIET.
 GC0709'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0709'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0709'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0709'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE SOUTHWEST ON A GRAVELED
 GC0709'ROAD, THEN 2.75 MILE WEST ON CENTRAL PIKE ROAD, THEN 0.2 MILE
 GC0709'SOUTH ON NEW HOPE ROAD TO A WOODEN GATE ON THE LEFT, GO EAST ON
 GC0709'A TRACK ROAD FOR 0.35 MILE TO THE STATION.  THE STATION MARK IS
 GC0709'15 FT. SOUTHWEST OF A WOODEN GATE, 3 FT. NORTH OF A WIRE FENCE
 GC0709'AND 2.3 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN THE
 GC0709'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0710 ***********************************************************************
 GC0710  DESIGNATION -  HOPE RM 1
 GC0710  PID         -  GC0710
 GC0710  STATE/COUNTY-  TN/DAVIDSON
 GC0710  USGS QUAD   -  HERMITAGE (1983)
 GC0710
 GC0710                         *CURRENT SURVEY CONTROL
 GC0710  ___________________________________________________________________
 GC0710* NAD 83(1986)-  36 10 04.     (N)    086 34 50.     (W)     SCALED    
 GC0710* NAVD 88     -       196.748  (meters)     645.50   (feet)  ADJUSTED  
 GC0710  ___________________________________________________________________
 GC0710  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0710  DYNAMIC HT  -         196.582 (meters)     644.95  (feet)  COMP
 GC0710  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0710
 GC0710  VERT ORDER  -  SECOND    CLASS 0
 GC0710
 GC0710.The horizontal coordinates were scaled from a topographic map and have
 GC0710.an estimated accuracy of +/- 6 seconds.
 GC0710
 GC0710.The orthometric height was determined by differential leveling
 GC0710.and adjusted by the National Geodetic Survey in June 1991..
 GC0710
 GC0710.The geoid height was determined by GEOID03.
 GC0710
 GC0710.The dynamic height is computed by dividing the NAVD 88
 GC0710.geopotential number by the normal gravity value computed on the
 GC0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0710.degrees latitude (g = 980.6199 gals.).
 GC0710
 GC0710.The modeled gravity was interpolated from observed gravity values.
 GC0710
 GC0710;                    North         East    Units  Estimated Accuracy
 GC0710;SPC TN       -   203,690.      547,770.      MT  (+/- 180 meters Scaled)
 GC0710
 GC0710                          SUPERSEDED SURVEY CONTROL
 GC0710
 GC0710  NGVD 29 (??/??/92)  196.787  (m)          645.63   (f) ADJ UNCH    2 0
 GC0710
 GC0710.Superseded values are not recommended for survey control.
 GC0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0710.See file dsdata.txt to determine how the superseded data were derived.
 GC0710
 GC0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF377026(NAD 83)
 GC0710_MARKER: DR = REFERENCE MARK DISK
 GC0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0710_STAMPING: HOPE NO 1 1960
 GC0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0710+STABILITY: SURFACE MOTION
 GC0710
 GC0710  HISTORY     - Date     Condition        Report By
 GC0710  HISTORY     - 1960     MONUMENTED       CGS
 GC0710
 GC0710                          STATION DESCRIPTION
 GC0710
 GC0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0710'7.3 MI SW FROM MOUNT JULIET.
 GC0710'THIS MARK IS LOCATED AT THE HOPE 1960 STATION SITE, 71.3 FT.
 GC0710'NORTH OF THE STATION MARK, 40 FT. WEST OF THE SOUTHWEST CORNER OF
 GC0710'A HOUSE, 8 FT. EAST OF A DRIVEWAY, 1 FT. WEST OF A WIRE FENCE.
 GC0710'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0710'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0708 ***********************************************************************
 GC0708  DESIGNATION -  HOPE RM 2
 GC0708  PID         -  GC0708
 GC0708  STATE/COUNTY-  TN/DAVIDSON
 GC0708  USGS QUAD   -  HERMITAGE (1983)
 GC0708
 GC0708                         *CURRENT SURVEY CONTROL
 GC0708  ___________________________________________________________________
 GC0708* NAD 83(1986)-  36 10 04.     (N)    086 34 50.     (W)     SCALED    
 GC0708* NAVD 88     -       193.377  (meters)     634.44   (feet)  ADJUSTED  
 GC0708  ___________________________________________________________________
 GC0708  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0708  DYNAMIC HT  -         193.214 (meters)     633.90  (feet)  COMP
 GC0708  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0708
 GC0708  VERT ORDER  -  SECOND    CLASS 0
 GC0708
 GC0708.The horizontal coordinates were scaled from a topographic map and have
 GC0708.an estimated accuracy of +/- 6 seconds.
 GC0708
 GC0708.The orthometric height was determined by differential leveling
 GC0708.and adjusted by the National Geodetic Survey in June 1991..
 GC0708
 GC0708.The geoid height was determined by GEOID03.
 GC0708
 GC0708.The dynamic height is computed by dividing the NAVD 88
 GC0708.geopotential number by the normal gravity value computed on the
 GC0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0708.degrees latitude (g = 980.6199 gals.).
 GC0708
 GC0708.The modeled gravity was interpolated from observed gravity values.
 GC0708
 GC0708;                    North         East    Units  Estimated Accuracy
 GC0708;SPC TN       -   203,690.      547,770.      MT  (+/- 180 meters Scaled)
 GC0708
 GC0708                          SUPERSEDED SURVEY CONTROL
 GC0708
 GC0708  NGVD 29 (??/??/92)  193.416  (m)          634.57   (f) ADJ UNCH    2 0
 GC0708
 GC0708.Superseded values are not recommended for survey control.
 GC0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0708.See file dsdata.txt to determine how the superseded data were derived.
 GC0708
 GC0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF377026(NAD 83)
 GC0708_MARKER: DR = REFERENCE MARK DISK
 GC0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0708_STAMPING: HOPE NO 2 1960
 GC0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0708+STABILITY: SURFACE MOTION
 GC0708
 GC0708  HISTORY     - Date     Condition        Report By
 GC0708  HISTORY     - 1960     MONUMENTED       CGS
 GC0708
 GC0708                          STATION DESCRIPTION
 GC0708
 GC0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0708'7.3 MI SW FROM MOUNT JULIET.
 GC0708'THIS MARK IS LOCATED AT THE HOPE 1960 STATION SITE, 72.6 FT.
 GC0708'WEST OF THE STATION MARK, 8 FT. SOUTH OF THE CENTER OF A
 GC0708'DRIVEWAY, 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 GC0708'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2293 ***********************************************************************
 FE2293  DESIGNATION -  HOPEWELL
 FE2293  PID         -  FE2293
 FE2293  STATE/COUNTY-  TN/CARROLL
 FE2293  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2293
 FE2293                         *CURRENT SURVEY CONTROL
 FE2293  ___________________________________________________________________
 FE2293* NAD 83(1995)-  35 53 00.10866(N)    088 36 44.77129(W)     ADJUSTED  
 FE2293* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2293  ___________________________________________________________________
 FE2293  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2293  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2293
 FE2293  HORZ ORDER  -  THIRD
 FE2293
 FE2293.The horizontal coordinates were established by classical geodetic methods
 FE2293.and adjusted by the National Geodetic Survey in April 1999..
 FE2293
 FE2293.The orthometric height was scaled from a topographic map.
 FE2293
 FE2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2293
 FE2293.The geoid height was determined by GEOID03.
 FE2293
 FE2293;                    North         East     Units Scale Factor Converg.
 FE2293;SPC TN       -   175,122.403   364,146.832   MT  0.99994877   -1 31 45.9
 FE2293;SPC TN       -   574,547.42  1,194,705.06   sFT  0.99994877   -1 31 45.9
 FE2293;UTM  16      - 3,972,212.473   354,455.177   MT  0.99986103   -0 56 43.0
 FE2293
 FE2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2293!SPC TN       -   0.99997839  x   0.99994877  =   0.99992716
 FE2293!UTM  16      -   0.99997839  x   0.99986103  =   0.99983942
 FE2293
 FE2293:                Primary Azimuth Mark                     Grid Az
 FE2293:SPC TN       -  HOPEWELL AZ MK                           178 48 26.5
 FE2293:UTM  16      -  HOPEWELL AZ MK                           178 13 23.6
 FE2293
 FE2293|---------------------------------------------------------------------|
 FE2293| PID    Reference Object                     Distance      Geod. Az  |
 FE2293|                                                           dddmmss.s |
 FE2293| CG3493 HOPEWELL AZ MK                                     1771640.6 |
 FE2293| CG3497 HOPEWELL RM 2                        22.610 METERS 23243     |
 FE2293| CG3495 HOPEWELL RM 1                        29.956 METERS 34025     |
 FE2293| FE2306 HOUSES                              APPROX. 8.7 KM 3451738.9 |
 FE2293|---------------------------------------------------------------------|
 FE2293
 FE2293                          SUPERSEDED SURVEY CONTROL
 FE2293
 FE2293  NAD 83(1995)-  35 53 00.11170(N)    088 36 44.77677(W) AD(       ) 3
 FE2293  NAD 83(1986)-  35 53 00.11972(N)    088 36 44.77134(W) AD(       ) 3
 FE2293  NAD 27      -  35 52 59.89120(N)    088 36 44.56760(W) AD(       ) 3
 FE2293
 FE2293.Superseded values are not recommended for survey control.
 FE2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2293.See file dsdata.txt to determine how the superseded data were derived.
 FE2293
 FE2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5445572212(NAD 83)
 FE2293_MARKER: DS = TRIANGULATION STATION DISK
 FE2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2293
 FE2293  HISTORY     - Date     Condition        Report By
 FE2293  HISTORY     - 1958     MONUMENTED       CGS
 FE2293
 FE2293                          STATION DESCRIPTION
 FE2293
 FE2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2293'THE STATION IS ABOUT 9 MILES SOUTHEAST OF MILAN, 4 MILES NORTHWEST OF
 FE2293'CEDAR GROVE AND 1.5 MILE SOUTHEAST OF HOPEWELL CHURCH COMMUNITY.
 FE2293'THE STATION IS ON PROPERTY OWNED BY MR. O.B. JONES.  IT IS 36 FEET
 FE2293'EAST OF THE CENTERLINE OF STATE HIGHWAY 104, 5 FEET
 FE2293'NORTHWEST OF WHITE WITNESS POST, 38 FEET SOUTH OF THE CENTERLINE OF A
 FE2293'DIRT DRIVEWAY AND 155 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2293'SMALL FRAME HOUSE COVERED WITH BRICK-SIDING.
 FE2293'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2293'HOPEWELL 1958.
 FE2293'
 FE2293'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CEDAR GROVE, GO
 FE2293'NORTHEAST ON U.S. HIGHWAY 70 FOR 3.2 MILES TO THE JUNCTION OF
 FE2293'U.S. HIGHWAY 70 AND STATE HIGHWAY 104.  TURN LEFT AND GO NORTH AND
 FE2293'WEST ON HIGHWAY 104 FOR 3.1 MILES TO A PAVED CROSSROAD.  CONTUNIE
 FE2293'WEST ON HIGHWAY 104 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 FE2293'
 FE2293'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 FE2293'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 FE2293'
 FE2293'REFERENCE MARK 1 IS 36 FEET SOUTH OF A TELEPHONE POLE, 39 FEET EAST
 FE2293'OF THE CENTERLINE OF HIGHWAY 104, 37 FEET SOUTHWEST OF A 6 INCH
 FE2293'CEDAR TREE, 102 FEET NORTH OF A WHITE WITNESS POST, AND 14 FEET WEST
 FE2293'OF A DIRT DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2293'HOPEWELL NO 1 1958.
 FE2293'
 FE2293'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTERLINE OF HIGHWAY 104, 19
 FE2293'FT NW OF THE CENTERLINE OF A GRAVELED ROAD, 32 FT NORTHEAST OF A
 FE2293'POWERLINE POLE, AND 75 FEET WEST OF A WHITE WITNESS POST.  THE
 FE2293'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED HOPEWELL NO 2
 FE2293'1958.
 FE2293'
 FE2293'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WHITE WITNESS POST, 53 FEET
 FE2293'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 14 FEET SOUTHWEST OF
 FE2293'THE CENTERLINE OF A DIRT DRIVEWAY, 32 FEET NORTHEAST OF THE NORTHEAST
 FE2293'CORNER OF A FRAME HOUSE, AND 34 FEET SOUTHEAST OF A 6 INCH MAPLE
 FE2293'TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED HOPEWELL
 FE2293'1958.  THE AZIMUTH MARK IS ON THE PROPERTY OF MISS LIBBY COURTEY.
 FE2293'
 FE2293'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2583 ***********************************************************************
 FE2583  DESIGNATION -  HOPEWELL
 FE2583  PID         -  FE2583
 FE2583  STATE/COUNTY-  TN/TIPTON
 FE2583  USGS QUAD   -  MUNFORD (1983)
 FE2583
 FE2583                         *CURRENT SURVEY CONTROL
 FE2583  ___________________________________________________________________
 FE2583* NAD 83(1995)-  35 29 22.96063(N)    089 50 22.85840(W)     ADJUSTED  
 FE2583* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2583  ___________________________________________________________________
 FE2583  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 FE2583  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2583
 FE2583  HORZ ORDER  -  THIRD
 FE2583
 FE2583.The horizontal coordinates were established by classical geodetic methods
 FE2583.and adjusted by the National Geodetic Survey in April 1999..
 FE2583
 FE2583.The orthometric height was scaled from a topographic map.
 FE2583
 FE2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2583
 FE2583.The geoid height was determined by GEOID03.
 FE2583
 FE2583;                    North         East     Units Scale Factor Converg.
 FE2583;SPC TN       -   135,133.053   251,684.586   MT  0.99996635   -2 14 52.5
 FE2583;SPC TN       -   443,349.02    825,735.18   sFT  0.99996635   -2 14 52.5
 FE2583;SPC AR N     -   130,440.336   596,001.229   MT  0.99993729   +1 15 25.5
 FE2583;SPC AR N     -   427,953.00  1,955,380.70   sFT  0.99993729   +1 15 25.5
 FE2583;UTM  16      - 3,931,060.288   242,392.864   MT  1.00041787   -1 38 58.2
 FE2583
 FE2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2583!SPC TN       -   0.99998497  x   0.99996635  =   0.99995132
 FE2583!SPC AR N     -   0.99998497  x   0.99993729  =   0.99992226
 FE2583!UTM  16      -   0.99998497  x   1.00041787  =   1.00040283
 FE2583
 FE2583|---------------------------------------------------------------------|
 FE2583| PID    Reference Object                     Distance      Geod. Az  |
 FE2583|                                                           dddmmss.s |
 FE2583| CG3494 HOPEWELL RM 1                        27.934 METERS 08349     |
 FE2583| CG3496 HOPEWELL RM 2                        23.881 METERS 33319     |
 FE2583| CG3492 HOPEWELL AZ MK                                     3374408.9 |
 FE2583|---------------------------------------------------------------------|
 FE2583
 FE2583                          SUPERSEDED SURVEY CONTROL
 FE2583
 FE2583  NAD 83(1995)-  35 29 22.97016(N)    089 50 22.86101(W) AD(       ) 3
 FE2583  NAD 83(1986)-  35 29 22.97275(N)    089 50 22.86021(W) AD(       ) 3
 FE2583  NAD 27      -  35 29 22.67620(N)    089 50 22.55870(W) AD(       ) 3
 FE2583
 FE2583.Superseded values are not recommended for survey control.
 FE2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2583.See file dsdata.txt to determine how the superseded data were derived.
 FE2583
 FE2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4239331060(NAD 83)
 FE2583_MARKER: DS = TRIANGULATION STATION DISK
 FE2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2583
 FE2583  HISTORY     - Date     Condition        Report By
 FE2583  HISTORY     - 1958     MONUMENTED       CGS
 FE2583  HISTORY     - 1968     GOOD             CGS
 FE2583  HISTORY     - 19720518 GOOD             USGS
 FE2583
 FE2583                          STATION DESCRIPTION
 FE2583
 FE2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2583'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF MUNFORD, ABOUT
 FE2583'6-1/4 MILES WEST OF BRIGHTON AND IN THE YARD OF THE SIMONTON
 FE2583'ASSEMBLY OF GOD CHURCH.  IT IS 96 FEET EAST OF THE CENTERLINE OF GILT
 FE2583'EDGE ROAD, 75 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE2583'SIMONTON ASSEMBLY OF GOD CHURCH, 21 FEET SOUTHWEST OF A SQUARE
 FE2583'CONCRETE PLATFORM WITH A 2-1/2 INCH GALVANIZED PIPE IN THE CENTER
 FE2583'AND 9.5 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE2583'AND THE DISK IS STAMPED HOPEWELL 1958.
 FE2583'
 FE2583'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MUNFORD, GO WEST ON
 FE2583'EAST MAIN STREET FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 FE2583'NORTH FOR 0.05 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO WEST ON
 FE2583'WEST MAIN STREET FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 FE2583'GO NORTHERLY ON GILT EDGE ROAD FOR 4.15 MILE TO THE SIMONTON ASSEMBLY
 FE2583'OF GOD CHURCH AND THE STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.
 FE2583'
 FE2583'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON GILT EDGE
 FE2583'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTHWEST, SIDE OF
 FE2583'THE ROAD.
 FE2583'
 FE2583'REFERENCE MARK 1 IS 65 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FE2583'CHURCH, 21 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH AND
 FE2583'15 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH
 FE2583'AND THE DISK IS STAMPED HOPEWELL NO 1 1958.
 FE2583'
 FE2583'REFERENCE MARK 2 IS 81 FEET WEST OF THE WEST GABLE OF THE CHURCH, 50
 FE2583'FEET EAST OF THE CENTERLINE OF GILT EDGE ROAD AND 18 FEET EAST OF A
 FE2583'POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2583'HOPEWELL NO 2 1958.
 FE2583'
 FE2583'THE AZIMUTH MARK IS 69 FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE
 FE2583'FRAME STORE, 18 FEET SOUTHWEST OF THE CENTERLINE OF GILT EDGE ROAD, 3
 FE2583'FEET EAST OF A POWERLINE POLE AND 2.4 FEET EAST OF A WHITE WITNESS
 FE2583'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOPEWELL
 FE2583'1958.
 FE2583'
 FE2583'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2583
 FE2583                          STATION RECOVERY (1968)
 FE2583
 FE2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2583'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FE2583'CONDITION.
 FE2583'
 FE2583'THERE IS TO BE A NEW PARSONAGE FOR THE SIMINGTON ASSEMBLY OF GOD
 FE2583'CHURCH BUILT NEAR THE STATION SITE WHICH WILL IN NO WAY DISTURB
 FE2583'ANY OF THE STATION MARKS.
 FE2583'
 FE2583'ARRANGEMENTS HAVE BEEN MADE WITH E. T. ECHOLS, PASTOR OF THE CHURCH
 FE2583'TO NOTIFY OUR AGENCY WHEN THE WORK IS COMPLETED, AT WHICH TIME A NEW
 FE2583'AND UP-TO-DATE DESCRIPTION WILL BE WRITTEN FOR THIS STATION, AS THE
 FE2583'EXACT LOCATION OF THE NEW STRUCTURE HAD NOT BEEN DETERMINED AT THE
 FE2583'TIME OF THIS VISIT.
 FE2583
 FE2583                          STATION RECOVERY (1972)
 FE2583
 FE2583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 FE2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0336 ***********************************************************************
 GC0336  DESIGNATION -  HOPPY
 GC0336  PID         -  GC0336
 GC0336  STATE/COUNTY-  TN/SUMNER
 GC0336  USGS QUAD   -  GALLATIN (1983)
 GC0336
 GC0336                         *CURRENT SURVEY CONTROL
 GC0336  ___________________________________________________________________
 GC0336* NAD 83(1995)-  36 24 56.44133(N)    086 24 19.73130(W)     ADJUSTED  
 GC0336* NAVD 88     -       224.373  (meters)     736.13   (feet)  ADJUSTED  
 GC0336  ___________________________________________________________________
 GC0336  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC0336  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0336  DYNAMIC HT  -         224.191 (meters)     735.53  (feet)  COMP
 GC0336  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC0336
 GC0336  HORZ ORDER  -  SECOND
 GC0336  VERT ORDER  -  SECOND    CLASS 0
 GC0336
 GC0336.The horizontal coordinates were established by classical geodetic methods
 GC0336.and adjusted by the National Geodetic Survey in April 1999..
 GC0336
 GC0336.The orthometric height was determined by differential leveling
 GC0336.and adjusted by the National Geodetic Survey in June 1991..
 GC0336
 GC0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0336
 GC0336.The geoid height was determined by GEOID03.
 GC0336
 GC0336.The dynamic height is computed by dividing the NAVD 88
 GC0336.geopotential number by the normal gravity value computed on the
 GC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0336.degrees latitude (g = 980.6199 gals.).
 GC0336
 GC0336.The modeled gravity was interpolated from observed gravity values.
 GC0336
 GC0336;                    North         East     Units Scale Factor Converg.
 GC0336;SPC TN       -   231,114.316   563,633.279   MT  0.99999982   -0 14 14.6
 GC0336;SPC TN       -   758,247.55  1,849,186.85   sFT  0.99999982   -0 14 14.6
 GC0336;UTM  16      - 4,030,219.002   553,300.270   MT  0.99963500   +0 21 10.6
 GC0336
 GC0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0336!SPC TN       -   0.99996940  x   0.99999982  =   0.99996922
 GC0336!UTM  16      -   0.99996940  x   0.99963500  =   0.99960441
 GC0336
 GC0336:                Primary Azimuth Mark                     Grid Az
 GC0336:SPC TN       -  HOPPY AZ MK                              059 52 14.6
 GC0336:UTM  16      -  HOPPY AZ MK                              059 16 49.4
 GC0336
 GC0336|---------------------------------------------------------------------|
 GC0336| PID    Reference Object                     Distance      Geod. Az  |
 GC0336|                                                           dddmmss.s |
 GC0336| GC0334 HOPPY AZ MK                         APPROX. 2.0 KM 0593800.0 |
 GC0336| GC0337 HOPPY RM 1                           11.929 METERS 15730     |
 GC0336| GC0335 HOPPY RM 2                           15.755 METERS 25837     |
 GC0336|---------------------------------------------------------------------|
 GC0336
 GC0336                          SUPERSEDED SURVEY CONTROL
 GC0336
 GC0336  NAD 83(1995)-  36 24 56.44246(N)    086 24 19.73254(W) AD(       ) 2
 GC0336  NAD 83(1995)-  36 24 56.44863(N)    086 24 19.73560(W) AD(       ) 2
 GC0336  NAD 83(1986)-  36 24 56.45094(N)    086 24 19.73525(W) AD(       ) 2
 GC0336  NAD 27      -  36 24 56.28960(N)    086 24 19.76180(W) AD(       ) 2
 GC0336  NGVD 29 (??/??/92)  224.452  (m)          736.39   (f) ADJ UNCH    2 0
 GC0336
 GC0336.Superseded values are not recommended for survey control.
 GC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0336.See file dsdata.txt to determine how the superseded data were derived.
 GC0336
 GC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5330030219(NAD 83)
 GC0336_MARKER: DD = SURVEY DISK
 GC0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0336_STAMPING: HOPPY 1961
 GC0336_MARK LOGO: TNHD  
 GC0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0336+STABILITY: SURFACE MOTION
 GC0336
 GC0336  HISTORY     - Date     Condition        Report By
 GC0336  HISTORY     - 1961     MONUMENTED       TNHD
 GC0336  HISTORY     - 1961     GOOD             TNHD
 GC0336
 GC0336                          STATION DESCRIPTION
 GC0336
 GC0336'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0336'3 MI E FROM GALLATIN.
 GC0336'FROM THE COURTHOUSE IN GALLATIN, GO EAST ON STATE ROUTE 6 FOR 2.9
 GC0336'MILES TO A TRACK ROAD ON THE LEFT, TURN LEFT ON THIS TRACK ROAD
 GC0336'AND GO NORTHWEST FOR 0.1 MILES TO THE STATION.  THE STATION MARK
 GC0336'IS 61 FEET EAST OF AN 18 INCH HACKBERRY TREE, 45 FEET NORTH OF A
 GC0336'5 INCH HACKBERRY TREE, 3 FEET SOUTH OF A FENCE CORNER POST, AND
 GC0336'3.1 FEET SOUTHWEST OF A WITNESS POST.  THE DISK IS SET IN TOP OF
 GC0336'A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0336
 GC0336                          STATION RECOVERY (1961)
 GC0336
 GC0336'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0336'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF GALLATIN.
 GC0336'
 GC0336'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO EAST ON
 GC0336'STATE ROUTE 6 FOR 2.9 MILES TO A TRACK ROAD ON THE LEFT, TURN
 GC0336'LEFT ON THIS TRACK ROAD AND GO NORTHWEST FOR 0.1 MILE TO THE STATION
 GC0336'AS DESCRIBED.
 GC0336'
 GC0336'THE STATION IS 61 FEET EAST OF AN 18-INCH HACKBERRY TREE, 45 FEET
 GC0336'NORTH OF A 5-INCH HACKBERRY TREE, 3 FEET SOUTH OF A FENCE CORNER
 GC0336'POST, AND 3.1 FEET SOUTHWEST OF A WITNESS POST.  SURFACE AND
 GC0336'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0336'DISKS, STAMPED HOPPY 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC0336'BELOW THE SURFACE.  THE SURFACE STATION MARK IS SET IN A 10-INCH
 GC0336'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0336'
 GC0336'REFERENCE MARK NO. 1 IS 6 FEET NORTH OF A 5-INCH HACKBERRY TREE AND 3
 GC0336'FEET WEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0336'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0336'AND THE DISK IS STAMPED HOPPY RM-1 1961.
 GC0336'
 GC0336'REFERENCE MARK NO. 2 IS 10 FEET EAST OF AN 18-INCH HACKBERRY TREE AND
 GC0336'2 FEET SOUTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0336'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0336'AND THE DISK IS STAMPED HOPPY RM-2 1961.
 GC0336'
 GC0336'THE AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC0336'STATE ROUTE 6, 18 FEET NORTHEAST OF A GATE, 7 FEET NORTHWEST OF A
 GC0336'FENCE, 2 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 GC0336'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0336'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0336'AND THE DISK IS STAMPED HOPPY AZI 1961.
 GC0336'
 GC0336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 GC0336'ROUTE 6 FOR 1.3 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC0336'
 GC0336'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0334 ***********************************************************************
 GC0334  DESIGNATION -  HOPPY AZ MK
 GC0334  PID         -  GC0334
 GC0334  STATE/COUNTY-  TN/SUMNER
 GC0334  USGS QUAD   -  GALLATIN (1983)
 GC0334
 GC0334                         *CURRENT SURVEY CONTROL
 GC0334  ___________________________________________________________________
 GC0334* NAD 83(1995)-  36 25 28.97603(N)    086 23 11.00959(W)     ADJUSTED  
 GC0334* NAVD 88     -       162.923  (meters)     534.52   (feet)  ADJUSTED  
 GC0334  ___________________________________________________________________
 GC0334  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GC0334  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0334  DYNAMIC HT  -         162.791 (meters)     534.09  (feet)  COMP
 GC0334  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GC0334
 GC0334  HORZ ORDER  -  SECOND
 GC0334  VERT ORDER  -  SECOND    CLASS 0
 GC0334
 GC0334.The horizontal coordinates were established by classical geodetic methods
 GC0334.and adjusted by the National Geodetic Survey in April 1999..
 GC0334
 GC0334.The orthometric height was determined by differential leveling
 GC0334.and adjusted by the National Geodetic Survey in June 1991..
 GC0334
 GC0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0334
 GC0334.The geoid height was determined by GEOID03.
 GC0334
 GC0334.The dynamic height is computed by dividing the NAVD 88
 GC0334.geopotential number by the normal gravity value computed on the
 GC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0334.degrees latitude (g = 980.6199 gals.).
 GC0334
 GC0334.The modeled gravity was interpolated from observed gravity values.
 GC0334
 GC0334;                    North         East     Units Scale Factor Converg.
 GC0334;SPC TN       -   232,110.235   565,349.314   MT  1.00000144   -0 13 34.4
 GC0334;SPC TN       -   761,515.00  1,854,816.87   sFT  1.00000144   -0 13 34.4
 GC0334;UTM  16      - 4,031,232.183   555,005.329   MT  0.99963728   +0 21 51.7
 GC0334
 GC0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0334!SPC TN       -   0.99997904  x   1.00000144  =   0.99998048
 GC0334!UTM  16      -   0.99997904  x   0.99963728  =   0.99961633
 GC0334
 GC0334                          SUPERSEDED SURVEY CONTROL
 GC0334
 GC0334  NAD 83(1995)-  36 25 28.97711(N)    086 23 11.01079(W) AD(       ) 2
 GC0334  NAD 83(1995)-  36 25 28.98342(N)    086 23 11.01383(W) AD(       ) 2
 GC0334  NAD 83(1986)-  36 25 28.98569(N)    086 23 11.01347(W) AD(       ) 2
 GC0334  NAD 27      -  36 25 28.82510(N)    086 23 11.04220(W) AD(       ) 2
 GC0334  NGVD 29 (07/19/86)  163.0    (m)          535.     (f) VERT ANG       
 GC0334
 GC0334.Superseded values are not recommended for survey control.
 GC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0334.See file dsdata.txt to determine how the superseded data were derived.
 GC0334
 GC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5500531232(NAD 83)
 GC0334_MARKER: DD = SURVEY DISK
 GC0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0334_STAMPING: HOPPY AZI 1961
 GC0334_MARK LOGO: TNHD  
 GC0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0334+STABILITY: SURFACE MOTION
 GC0334
 GC0334  HISTORY     - Date     Condition        Report By
 GC0334  HISTORY     - 1961     MONUMENTED       TNHD
 GC0334
 GC0334                          STATION DESCRIPTION
 GC0334
 GC0334'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0334'4.2 MI NE FROM GALLATIN.
 GC0334'FROM THE COURTHOUSE IN GALLATIN, GO 4.2 MILES NORTHEAST ON STATE
 GC0334'ROUTE 6.  THE AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE APPROXIMATE
 GC0334'CENTER OF STATE ROUTE 6, 18 FEET NORTHEAST OF A GATE, 7 FEET
 GC0334'NORTHWEST OF A FENCE, 2 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 GC0334'NORTH OF A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0334'SQUARE, CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0337 ***********************************************************************
 GC0337  DESIGNATION -  HOPPY RM 1
 GC0337  PID         -  GC0337
 GC0337  STATE/COUNTY-  TN/SUMNER
 GC0337  USGS QUAD   -  GALLATIN (1983)
 GC0337
 GC0337                         *CURRENT SURVEY CONTROL
 GC0337  ___________________________________________________________________
 GC0337* NAD 83(1986)-  36 24 56.     (N)    086 24 20.     (W)     SCALED    
 GC0337* NAVD 88     -       223.234  (meters)     732.39   (feet)  ADJUSTED  
 GC0337  ___________________________________________________________________
 GC0337  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0337  DYNAMIC HT  -         223.053 (meters)     731.80  (feet)  COMP
 GC0337  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC0337
 GC0337  VERT ORDER  -  SECOND    CLASS 0
 GC0337
 GC0337.The horizontal coordinates were scaled from a topographic map and have
 GC0337.an estimated accuracy of +/- 6 seconds.
 GC0337
 GC0337.The orthometric height was determined by differential leveling
 GC0337.and adjusted by the National Geodetic Survey in June 1991..
 GC0337
 GC0337.The geoid height was determined by GEOID03.
 GC0337
 GC0337.The dynamic height is computed by dividing the NAVD 88
 GC0337.geopotential number by the normal gravity value computed on the
 GC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0337.degrees latitude (g = 980.6199 gals.).
 GC0337
 GC0337.The modeled gravity was interpolated from observed gravity values.
 GC0337
 GC0337;                    North         East    Units  Estimated Accuracy
 GC0337;SPC TN       -   231,100.      563,630.      MT  (+/- 180 meters Scaled)
 GC0337
 GC0337                          SUPERSEDED SURVEY CONTROL
 GC0337
 GC0337  NGVD 29 (??/??/92)  223.313  (m)          732.65   (f) ADJ UNCH    2 0
 GC0337
 GC0337.Superseded values are not recommended for survey control.
 GC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0337.See file dsdata.txt to determine how the superseded data were derived.
 GC0337
 GC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF532302(NAD 83)
 GC0337_MARKER: DD = SURVEY DISK
 GC0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0337_STAMPING: HOPPY RM-1 1961
 GC0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0337+STABILITY: SURFACE MOTION
 GC0337
 GC0337  HISTORY     - Date     Condition        Report By
 GC0337  HISTORY     - 1961     MONUMENTED       TNHD
 GC0337
 GC0337                          STATION DESCRIPTION
 GC0337
 GC0337'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0337'3 MI E FROM GALLATIN.
 GC0337'THIS MARK IS LOCATED AT THE HOPPY 1961 STATION SITE, 39.1 FEET
 GC0337'SOUTHEAST OF THE STATION MARK, 6 FEET NORTH OF A 5-INCH HACKBERRY
 GC0337'TREE, AND 3 FEET WEST OF A FENCE.  THE DISK IS SET IN TOP OF A
 GC0337'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0335 ***********************************************************************
 GC0335  DESIGNATION -  HOPPY RM 2
 GC0335  PID         -  GC0335
 GC0335  STATE/COUNTY-  TN/SUMNER
 GC0335  USGS QUAD   -  GALLATIN (1983)
 GC0335
 GC0335                         *CURRENT SURVEY CONTROL
 GC0335  ___________________________________________________________________
 GC0335* NAD 83(1986)-  36 24 56.     (N)    086 24 20.     (W)     SCALED    
 GC0335* NAVD 88     -       222.845  (meters)     731.12   (feet)  ADJUSTED  
 GC0335  ___________________________________________________________________
 GC0335  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0335  DYNAMIC HT  -         222.665 (meters)     730.53  (feet)  COMP
 GC0335  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC0335
 GC0335  VERT ORDER  -  SECOND    CLASS 0
 GC0335
 GC0335.The horizontal coordinates were scaled from a topographic map and have
 GC0335.an estimated accuracy of +/- 6 seconds.
 GC0335
 GC0335.The orthometric height was determined by differential leveling
 GC0335.and adjusted by the National Geodetic Survey in June 1991..
 GC0335
 GC0335.The geoid height was determined by GEOID03.
 GC0335
 GC0335.The dynamic height is computed by dividing the NAVD 88
 GC0335.geopotential number by the normal gravity value computed on the
 GC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0335.degrees latitude (g = 980.6199 gals.).
 GC0335
 GC0335.The modeled gravity was interpolated from observed gravity values.
 GC0335
 GC0335;                    North         East    Units  Estimated Accuracy
 GC0335;SPC TN       -   231,100.      563,630.      MT  (+/- 180 meters Scaled)
 GC0335
 GC0335                          SUPERSEDED SURVEY CONTROL
 GC0335
 GC0335  NGVD 29 (??/??/92)  222.924  (m)          731.38   (f) ADJ UNCH    2 0
 GC0335
 GC0335.Superseded values are not recommended for survey control.
 GC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0335.See file dsdata.txt to determine how the superseded data were derived.
 GC0335
 GC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF532302(NAD 83)
 GC0335_MARKER: DD = SURVEY DISK
 GC0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0335_STAMPING: HOPPY RM-2 1961
 GC0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0335+STABILITY: SURFACE MOTION
 GC0335
 GC0335  HISTORY     - Date     Condition        Report By
 GC0335  HISTORY     - 1961     MONUMENTED       TNHD
 GC0335
 GC0335                          STATION DESCRIPTION
 GC0335
 GC0335'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0335'3 MI E FROM GALLATIN.
 GC0335'THIS MARK IS LOCATED AT THE HOPPY 1961 STATION SITE, 51.7 FEET
 GC0335'WEST OF THE STATION MARK, 10 FEET EAST OF AN 18-INCH HACKBERRY
 GC0335'TREE, AND 2 FEET SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A
 GC0335'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1416 ***********************************************************************
 GA1416  DESIGNATION -  HORD
 GA1416  PID         -  GA1416
 GA1416  STATE/COUNTY-  TN/HAWKINS
 GA1416  USGS QUAD   -  CHURCH HILL (1991)
 GA1416
 GA1416                         *CURRENT SURVEY CONTROL
 GA1416  ___________________________________________________________________
 GA1416* NAD 83(1995)-  36 31 16.90613(N)    082 44 13.73919(W)     ADJUSTED  
 GA1416* NAVD 88     -       401.224  (meters)    1316.35   (feet)  ADJUSTED  
 GA1416  ___________________________________________________________________
 GA1416  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GA1416  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1416  DYNAMIC HT  -         400.863 (meters)    1315.16  (feet)  COMP
 GA1416  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1416
 GA1416  HORZ ORDER  -  SECOND
 GA1416  VERT ORDER  -  SECOND    CLASS 0
 GA1416
 GA1416.The horizontal coordinates were established by classical geodetic methods
 GA1416.and adjusted by the National Geodetic Survey in April 1999..
 GA1416
 GA1416.The orthometric height was determined by differential leveling
 GA1416.and adjusted by the National Geodetic Survey in June 1991..
 GA1416
 GA1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1416
 GA1416.The geoid height was determined by GEOID03.
 GA1416
 GA1416.The dynamic height is computed by dividing the NAVD 88
 GA1416.geopotential number by the normal gravity value computed on the
 GA1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1416.degrees latitude (g = 980.6199 gals.).
 GA1416
 GA1416.The modeled gravity was interpolated from observed gravity values.
 GA1416
 GA1416;                    North         East     Units Scale Factor Converg.
 GA1416;SPC TN       -   247,637.901   892,193.801   MT  1.00002024   +1 54 36.7
 GA1416;SPC TN       -   812,458.68  2,927,139.16   sFT  1.00002024   +1 54 36.7
 GA1416;UTM  17      - 4,043,181.182   344,464.825   MT  0.99989805   -1 02 02.5
 GA1416
 GA1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1416!SPC TN       -   0.99994195  x   1.00002024  =   0.99996219
 GA1416!UTM  17      -   0.99994195  x   0.99989805  =   0.99984001
 GA1416
 GA1416|---------------------------------------------------------------------|
 GA1416| PID    Reference Object                     Distance      Geod. Az  |
 GA1416|                                                           dddmmss.s |
 GA1416| GA1415 HORD RM 1                             5.115 METERS 07800     |
 GA1416| GA3438 CHURCH HILL FIRST BAPTIST CH        APPROX. 2.5 KM 0870134.7 |
 GA1416| GA3452 CHURCH HILL KGSPORT PRESS 2 TK      APPROX. 3.3 KM 2464554.3 |
 GA1416| GA1417 HORD RM 2                             5.714 METERS 24921     |
 GA1416| GA3439 CHURCH HILL RAD STA WMCH MAST       APPROX. 1.0 KM 2655221.6 |
 GA1416|---------------------------------------------------------------------|
 GA1416
 GA1416                          SUPERSEDED SURVEY CONTROL
 GA1416
 GA1416  NAD 83(1995)-  36 31 16.90770(N)    082 44 13.74088(W) AD(       ) 2
 GA1416  NAD 83(1995)-  36 31 16.91239(N)    082 44 13.75412(W) AD(       ) 2
 GA1416  NAD 83(1995)-  36 31 16.91235(N)    082 44 13.74224(W) AD(       ) 2
 GA1416  NAD 83(1986)-  36 31 16.91410(N)    082 44 13.74278(W) AD(       ) 2
 GA1416  NAD 27      -  36 31 16.56204(N)    082 44 14.16303(W) AD(       ) 2
 GA1416  NGVD 29 (07/19/86)  401.39   (m)         1316.9    (f) LEVELING    3  
 GA1416
 GA1416.Superseded values are not recommended for survey control.
 GA1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1416.See file dsdata.txt to determine how the superseded data were derived.
 GA1416
 GA1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4446543181(NAD 83)
 GA1416_MARKER: DD = SURVEY DISK
 GA1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1416_STAMPING: HORD 1963
 GA1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1416+STABILITY: SURFACE MOTION
 GA1416
 GA1416  HISTORY     - Date     Condition        Report By
 GA1416  HISTORY     - 1963     MONUMENTED       TNHD
 GA1416  HISTORY     - 1964     GOOD             TNHD
 GA1416
 GA1416                          STATION DESCRIPTION
 GA1416
 GA1416'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1416'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CHURCH HILL.
 GA1416'
 GA1416'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST ON
 GA1416'U.S. HIGHW HIGHWAY 11W FOR
 GA1416'1.4 MILES TO T.V.A.  SUB-STATION S180 ON THE LEFT AND
 GA1416'A GAP IN THE FENCE SIDE OF THE
 GA1416'FENCE AROUND THE SUB-STATION, THEN
 GA1416'LEFT, EAST, FOR 60 FEET TO THE STATION.
 GA1416'
 GA1416'THE STATION IS 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE
 GA1416'AROUND THE SUBSTATION, 43
 GA1416'FEET EAST OF THE SOUTH END OF A FLIGHT OF WOODEN STEPS
 GA1416'LEADING UP A CUT BANK, 41 FEET
 GA1416'NORTHEAST OF THE NORTHEAST LEG OF A
 GA1416'POWER LINE TOWER, AND 2.8 FEET SOUTH OF A WITNESS
 GA1416'POST.  THE SURFACE
 GA1416'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1416'DISKS AND THE
 GA1416'DISKS ARE STAMPED HORD 1963.  THE UNDERGROUND MARK IS ABOUT
 GA1416'30 INCHES BELOW THE
 GA1416'SURFACE.  THE SURFACE MARK DISK IS SET IN THE TOP
 GA1416'OF A 10- INCH SQUARE, FLUSH, CONCRETE
 GA1416'MONUMENT.
 GA1416'
 GA1416'REFERENCE MARK NO. 1 IS 110 FEET WEST OF POWER POLE NO. 247, 51 FEET
 GA1416'NORTHEAST OF THE NORTHEAST
 GA1416'LEG OF THE POWER LINE TOWER AND 48 FEET EAST OF THE
 GA1416'SOUTHEAST CORNER OF THE SUB-STATION
 GA1416'FENCE.  IT IS A STANDARD
 GA1416'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1416'SQUARE, FLUSH,
 GA1416'CONCRETE MONUMENT AND THE DISK IS STAMPED HORD RM-1 1963.
 GA1416'
 GA1416'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GA1416'SUB-STATION FENCE,
 GA1416'33 FEET NORTH OF THE NORTHEAST LEG OF THE POWER
 GA1416'LINE TOWER AND 26 FEET EAST OF THE
 GA1416'SOUTH END OF THE FLIGHT OF WOODEN
 GA1416'STEPS.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1416'DISK SET IN A
 GA1416'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HORD
 GA1416'RM-2 1963.
 GA1416'
 GA1416'INTERSECTION STATION CHURCH HILL, WMCH RADIO MAST WILL SERVE AS AN
 GA1416'AZIMUTH MARK.  SEE
 GA1416'DESCRIPTION THEREOF.
 GA1416'
 GA1416'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GA1416
 GA1416                          STATION RECOVERY (1964)
 GA1416
 GA1416'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1416'1.5 MI W FROM CHURCH HILL.
 GA1416'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST
 GA1416'ON U.S. HIGHWAY 11W FOR 1.4 MILES TO T.V.A. SUB-STATION S-180
 GA1416'ON THE LEFT AND A GAP IN THE FENCE ON THE LEFT, TURN LEFT, SOUTH,
 GA1416'AND GO 0.1 MILE THROUGH A CLEARED FIELD ALONG THE WEST SIDE
 GA1416'OF THE FENCE AROUND THE SUB-STATION, THEN LEFT, EAST, FOR 60
 GA1416'FEET TO THE STATION.  THE STATION IS 43 FEET SOUTH OF THE
 GA1416'SOUTHEAST CORNER OF THE FENCE AROUND THE SUB-STATION, 43 FEET
 GA1416'EAST OF THE SOUTH END OF A FLIGHT OF WOODEN STEPS LEADING UP A
 GA1416'CUT BANK, 41 FEET NORTHEAST OF THE NORTHEAST LEG OF A POWER LINE
 GA1416'TOWER, AND 2.8 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 GA1416'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1416'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1415 ***********************************************************************
 GA1415  DESIGNATION -  HORD RM 1
 GA1415  PID         -  GA1415
 GA1415  STATE/COUNTY-  TN/HAWKINS
 GA1415  USGS QUAD   -  CHURCH HILL (1991)
 GA1415
 GA1415                         *CURRENT SURVEY CONTROL
 GA1415  ___________________________________________________________________
 GA1415* NAD 83(1986)-  36 31 16.     (N)    082 44 14.     (W)     SCALED    
 GA1415* NAVD 88     -       401.332  (meters)    1316.70   (feet)  ADJUSTED  
 GA1415  ___________________________________________________________________
 GA1415  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1415  DYNAMIC HT  -         400.972 (meters)    1315.52  (feet)  COMP
 GA1415  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1415
 GA1415  VERT ORDER  -  SECOND    CLASS 0
 GA1415
 GA1415.The horizontal coordinates were scaled from a topographic map and have
 GA1415.an estimated accuracy of +/- 6 seconds.
 GA1415
 GA1415.The orthometric height was determined by differential leveling
 GA1415.and adjusted by the National Geodetic Survey in June 1991..
 GA1415
 GA1415.The geoid height was determined by GEOID03.
 GA1415
 GA1415.The dynamic height is computed by dividing the NAVD 88
 GA1415.geopotential number by the normal gravity value computed on the
 GA1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1415.degrees latitude (g = 980.6199 gals.).
 GA1415
 GA1415.The modeled gravity was interpolated from observed gravity values.
 GA1415
 GA1415;                    North         East    Units  Estimated Accuracy
 GA1415;SPC TN       -   247,610.      892,190.      MT  (+/- 180 meters Scaled)
 GA1415
 GA1415                          SUPERSEDED SURVEY CONTROL
 GA1415
 GA1415.No superseded survey control is available for this station.
 GA1415
 GA1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA444431(NAD 83)
 GA1415_MARKER: DD = SURVEY DISK
 GA1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1415_STAMPING: HORD RM-1 1963
 GA1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1415+STABILITY: SURFACE MOTION
 GA1415
 GA1415  HISTORY     - Date     Condition        Report By
 GA1415  HISTORY     - 1963     MONUMENTED       TNHD
 GA1415  HISTORY     - 1964     GOOD             TNHD
 GA1415
 GA1415                          STATION DESCRIPTION
 GA1415
 GA1415'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1415'1.5 MI W FROM CHURCH HILL.
 GA1415'THE MARK IS LOCATED AT THE HORD 1963 STATION SITE, 110 FEET
 GA1415'WEST OF POWER POLE NO. 247, 51 FEET NORTHEAST OF THE NORTHEAST
 GA1415'LEG OF THE POWER LINE TOWER AND 48 FEET EAST OF THE SOUTHEAST
 GA1415'CORNER OF THE SUB-STATION FENCE.  THE MARK IS A STANDARD
 GA1415'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1415'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1417 ***********************************************************************
 GA1417  DESIGNATION -  HORD RM 2
 GA1417  PID         -  GA1417
 GA1417  STATE/COUNTY-  TN/HAWKINS
 GA1417  USGS QUAD   -  CHURCH HILL (1991)
 GA1417
 GA1417                         *CURRENT SURVEY CONTROL
 GA1417  ___________________________________________________________________
 GA1417* NAD 83(1986)-  36 31 16.     (N)    082 44 14.     (W)     SCALED    
 GA1417* NAVD 88     -       401.265  (meters)    1316.48   (feet)  ADJUSTED  
 GA1417  ___________________________________________________________________
 GA1417  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1417  DYNAMIC HT  -         400.905 (meters)    1315.30  (feet)  COMP
 GA1417  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1417
 GA1417  VERT ORDER  -  SECOND    CLASS 0
 GA1417
 GA1417.The horizontal coordinates were scaled from a topographic map and have
 GA1417.an estimated accuracy of +/- 6 seconds.
 GA1417
 GA1417.The orthometric height was determined by differential leveling
 GA1417.and adjusted by the National Geodetic Survey in June 1991..
 GA1417
 GA1417.The geoid height was determined by GEOID03.
 GA1417
 GA1417.The dynamic height is computed by dividing the NAVD 88
 GA1417.geopotential number by the normal gravity value computed on the
 GA1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1417.degrees latitude (g = 980.6199 gals.).
 GA1417
 GA1417.The modeled gravity was interpolated from observed gravity values.
 GA1417
 GA1417;                    North         East    Units  Estimated Accuracy
 GA1417;SPC TN       -   247,610.      892,190.      MT  (+/- 180 meters Scaled)
 GA1417
 GA1417                          SUPERSEDED SURVEY CONTROL
 GA1417
 GA1417.No superseded survey control is available for this station.
 GA1417
 GA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA444431(NAD 83)
 GA1417_MARKER: DD = SURVEY DISK
 GA1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1417_STAMPING: HORD RM-2 1963
 GA1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1417+STABILITY: SURFACE MOTION
 GA1417
 GA1417  HISTORY     - Date     Condition        Report By
 GA1417  HISTORY     - 1963     MONUMENTED       TNHD
 GA1417  HISTORY     - 1964     GOOD             TNHD
 GA1417
 GA1417                          STATION DESCRIPTION
 GA1417
 GA1417'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1417'1.5 MI W FROM CHURCH HILL.
 GA1417'THE MARK IS LOCATED AT THE HORD 1963 STATION SITE, 45 FEET
 GA1417'SOUTH OF THE SOUTHEAST CORNER OF THE SUB-STATION FENCE, 33 FEET
 GA1417'NORTH OF THE NORTHEAST LEG OF A POWER LINE TOWER AND 26 FEET
 GA1417'EAST OF THE SOUTH END OF A FLIGHT OF WOODEN STEPS.  THE MARK
 GA1417'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1417'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1664 ***********************************************************************
 GD1664  DESIGNATION -  HORNBEAK
 GD1664  PID         -  GD1664
 GD1664  STATE/COUNTY-  TN/OBION
 GD1664  USGS QUAD   -  HORNBEAK (1983)
 GD1664
 GD1664                         *CURRENT SURVEY CONTROL
 GD1664  ___________________________________________________________________
 GD1664* NAD 83(1995)-  36 18 55.56493(N)    089 17 05.99012(W)     ADJUSTED  
 GD1664* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 GD1664  ___________________________________________________________________
 GD1664  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GD1664  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1664
 GD1664  HORZ ORDER  -  SECOND
 GD1664
 GD1664.The horizontal coordinates were established by classical geodetic methods
 GD1664.and adjusted by the National Geodetic Survey in April 1999..
 GD1664
 GD1664.The orthometric height was scaled from a topographic map.
 GD1664
 GD1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1664
 GD1664.The geoid height was determined by GEOID03.
 GD1664
 GD1664;                    North         East     Units Scale Factor Converg.
 GD1664;SPC TN       -   224,865.921   305,056.766   MT  0.99998361   -1 55 23.4
 GD1664;SPC TN       -   737,747.61  1,000,840.41   sFT  0.99998361   -1 55 23.4
 GD1664;UTM  16      - 4,021,358.932   294,865.502   MT  1.00011850   -1 21 13.4
 GD1664
 GD1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1664!SPC TN       -   0.99998136  x   0.99998361  =   0.99996497
 GD1664!UTM  16      -   0.99998136  x   1.00011850  =   1.00009986
 GD1664
 GD1664|---------------------------------------------------------------------|
 GD1664| PID    Reference Object                     Distance      Geod. Az  |
 GD1664|                                                           dddmmss.s |
 GD1664| GD2050 HORNBEAK RM 1                        25.408 METERS 01318     |
 GD1664| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 3.3 KM 0154642.7 |
 GD1664| GD2052 HORNBEAK AZ MK                                     1464330.1 |
 GD1664| GD2051 HORNBEAK RM 2                        24.358 METERS 24846     |
 GD1664|---------------------------------------------------------------------|
 GD1664
 GD1664                          SUPERSEDED SURVEY CONTROL
 GD1664
 GD1664  NAD 83(1995)-  36 18 55.56894(N)    089 17 05.98933(W) AD(       ) 2
 GD1664  NAD 83(1995)-  36 18 55.57106(N)    089 17 05.98929(W) AD(       ) 2
 GD1664  NAD 83(1986)-  36 18 55.57666(N)    089 17 05.98940(W) AD(       ) 2
 GD1664  NAD 27      -  36 18 55.33300(N)    089 17 05.73750(W) AD(       ) 2
 GD1664
 GD1664.Superseded values are not recommended for survey control.
 GD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1664.See file dsdata.txt to determine how the superseded data were derived.
 GD1664
 GD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9486621359(NAD 83)
 GD1664_MARKER: DS = TRIANGULATION STATION DISK
 GD1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1664
 GD1664  HISTORY     - Date     Condition        Report By
 GD1664  HISTORY     - 1959     MONUMENTED       CGS
 GD1664  HISTORY     - 1967     GOOD             CGS
 GD1664
 GD1664                          STATION DESCRIPTION
 GD1664
 GD1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1664'THE STATION IS ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF HORNBEAK, ABOUT
 GD1664'3-1/2 MILES NORTHWEST OF GLASS AND ON THE PROPERTY OF MR. D. L.
 GD1664'BLACKLEY.  IT IS 75 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GD1664'HOUSE, 17 FEET NORTH OF A NORTH GATE POST, 17 FEET EAST OF THE
 GD1664'CENTERLINE OF A DRIVEWAY, 9 FEET NORTH OF A WHITE WITNESS POST
 GD1664'AND 4 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GD1664'DISK IS STAMPED HORNBEAK 1959.
 GD1664'
 GD1664'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HORNBEAK, GO SOUTH
 GD1664'ON A PAVED ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND FOLLOW
 GD1664'THE PAVED ROAD EAST AND SOUTH FOR 1.0 MILE TO A DRIVEWAY RIGHT.
 GD1664'TURN RIGHT AND GO SOUTH ON A GRAVELED DRIVEWAY FOR 0.15 MILE TO THE
 GD1664'STATION ON THE LEFT AS DESCRIBED.
 GD1664'
 GD1664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DRIVEWAY
 GD1664'FOR 0.15 MILE TO THE PAVED ROAD.  TURN RIGHT AND GO SOUTHEAST ON THE
 GD1664'PAVED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GD1664'DESCRIBED.
 GD1664'
 GD1664'REFERENCE MARK 1 IS 72 FEET EAST OF A 12 INCH CEDAR TREE, 15 FEET
 GD1664'EAST OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT WEST OF A WIRE
 GD1664'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HORNBEAK NO
 GD1664'1 1959.
 GD1664'
 GD1664'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1664'FRAME HOUSE, 28 FEET SOUTHWEST OF A WEST GATE POST AND 3 FEET EAST
 GD1664'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1664'HORNBEAK NO 2 1959.
 GD1664'
 GD1664'THE AZIMUTH MARK IS 42 FEET NORTH OF A TELEPHONE POLE, 25 FEET NORTH
 GD1664'OF A FENCE CORNER, 23 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1664'2 FEET NORTH OF THE WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE
 GD1664'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HORNBEAK
 GD1664'1959.
 GD1664'
 GD1664'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1664
 GD1664                          STATION RECOVERY (1967)
 GD1664
 GD1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1664'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1664'CONDITION.  DUE TO CHANGES AT THE STATION SITE THE ORIGINAL STATION
 GD1664'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1664'
 GD1664'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1664'
 GD1664'THE STATION IS ON THE PROPERTY OF MR. D. L. BLACKLEY, ABOUT 3-1/2
 GD1664'MILES NORTHWEST OF GLASS AND 1-1/2 MILES SOUTH-SOUTHEAST OF
 GD1664'HORNBEAK.
 GD1664'
 GD1664'TO REACH THE STATION FROM THE POST OFFICE IN HORNBEAK, GO SOUTH ON A
 GD1664'PAVED ROAD FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND FOLLOW A
 GD1664'PAVED ROAD EAST AND SOUTH FOR 1.0 MILE TO A GRAVELED DRIVEWAY ON
 GD1664'THE RIGHT, TURN RIGHT ON THIS DRIVEWAY AND GO SOUTHERLY FOR 0.15 OF
 GD1664'A MILE TO A GROUP OF FARM BUILDINGS AND THE STATION AS
 GD1664'DESCRIBED.
 GD1664'
 GD1664'THE STATION IS 75 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GD1664'HOUSE, 17 FEET EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 4
 GD1664'FEET WEST OF A WIRE FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GD1664'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1664'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE
 GD1664'GROUND AND THE DISK IS STAMPED HORNBEAK 1959.
 GD1664'
 GD1664'REFERENCE MARK NO. 1 IS 72 FEET EAST OF A 14-INCH CEDAR TREE, 15 FEET
 GD1664'EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A
 GD1664'WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1664'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK
 GD1664'IS STAMPED HORNBEAK NO 1 1959.
 GD1664'
 GD1664'REFERENCE MARK NO. 2 IS 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GD1664'THE FRAME HOUSE, 21 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1664'THE WEST DRIVEWAY, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1664'EAST DRIVEWAY, AND 1.5 FEET SOUTH OF THE SOUTH EDGE OF A STONE STORM
 GD1664'CELLAR.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1664'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE OF THE
 GD1664'GROUND AND THE DISK IS STAMPED HORNBEAK NO 2 1959.
 GD1664'
 GD1664'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1664'REFERENCE MARK NO. 2 IS 144.50 FEET - 44.044 METERS.
 GD1664'
 GD1664'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY OF THE PAVED ROAD, ABOUT
 GD1664'150 FEET SOUTH AND ACROSS THE PAVED ROAD FROM A POWERLINE
 GD1664'TRANSFORMER POLE, 42 FEET NORTH OF A TELEPHONE POLE, 25 FEET NORTH
 GD1664'OF A FENCE CORNER, 23 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1664'PAVED ROAD, 1 FOOT EAST OF A WIRE FENCE, AND 1.0 FOOT NORTH OF A
 GD1664'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1664'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1664'IS STAMPED HORNBEAK 1959.
 GD1664'
 GD1664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE
 GD1664'GRAVELED DRIVEWAY FOR 0.15 MILE TO THE PAVED ROAD.  HERE TURN RIGHT
 GD1664'AND GO SOUTHEASTERLY ON THE PAVED ROAD FOR 0.85 MILE TO THE AZIMUTH
 GD1664'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1663 ***********************************************************************
 GD1663  DESIGNATION -  HORNBEAK RADIO STA KID 61 MAST
 GD1663  PID         -  GD1663
 GD1663  STATE/COUNTY-  TN/OBION
 GD1663  USGS QUAD   -  HORNBEAK (1983)
 GD1663
 GD1663                         *CURRENT SURVEY CONTROL
 GD1663  ___________________________________________________________________
 GD1663* NAD 83(1995)-  36 20 39.69012(N)    089 16 29.62053(W)     ADJUSTED  
 GD1663* NAVD 88     -                                                        
 GD1663  ___________________________________________________________________
 GD1663  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GD1663  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1663
 GD1663  HORZ ORDER  -  THIRD
 GD1663
 GD1663.The horizontal coordinates were established by classical geodetic methods
 GD1663.and adjusted by the National Geodetic Survey in April 1999..
 GD1663
 GD1663
 GD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1663
 GD1663.The geoid height was determined by GEOID03.
 GD1663
 GD1663;                    North         East     Units Scale Factor Converg.
 GD1663;SPC TN       -   228,043.197   306,070.871   MT  0.99998797   -1 55 02.1
 GD1663;SPC TN       -   748,171.72  1,004,167.52   sFT  0.99998797   -1 55 02.1
 GD1663;UTM  16      - 4,024,546.538   295,848.130   MT  1.00011354   -1 20 55.1
 GD1663
 GD1663                          SUPERSEDED SURVEY CONTROL
 GD1663
 GD1663  NAD 83(1995)-  36 20 39.69412(N)    089 16 29.61949(W) AD(       ) 4
 GD1663  NAD 83(1995)-  36 20 39.69648(N)    089 16 29.61940(W) AD(       ) 4
 GD1663  NAD 83(1986)-  36 20 39.70191(N)    089 16 29.61973(W) AD(       ) 4
 GD1663  NAD 27      -  36 20 39.46000(N)    089 16 29.36900(W) AD(       ) 3
 GD1663
 GD1663.Superseded values are not recommended for survey control.
 GD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1663.See file dsdata.txt to determine how the superseded data were derived.
 GD1663
 GD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9584824547(NAD 83)
 GD1663_MARKER: 42 = RADIO/TV MAST
 GD1663
 GD1663  HISTORY     - Date     Condition        Report By
 GD1663  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1663  HISTORY     - 1967     GOOD             CGS
 GD1663
 GD1663                          STATION DESCRIPTION
 GD1663
 GD1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1663'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS ABOUT 3
 GD1663'MILES NORTHEAST OF HORNBEAK, AND 1/2 MILE NORTH OF STATE HIGHWAY 21.
 GD1663'THE MAST IS SUPPORTED BY GUY WIRES AND IT IS PAINTED IN ALTERNATE
 GD1663'SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT IS
 GD1663'150 FEET.  IT IS OWNED AND OPERATED BY THE TRUNKLINE GAS COMPANY.
 GD1663
 GD1663                          STATION RECOVERY (1967)
 GD1663
 GD1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1663'THE STATION WAS RECOVERED AND IS IN THE EXACT LOCATION AS WHEN
 GD1663'INTERSECTED IN 1959.
 GD1663'
 GD1663'THE STATION IS ABOUT 2 MILES NORTHEAST OF HORNBEAK IN A FENCED
 GD1663'ENCLOSURE IN A CULTIVATED FIELD.
 GD1663'
 GD1663'TO REACH FROM THE HORNBEAK PUBLIC SCHOOL IN HORNBEAK, GO EASTERLY
 GD1663'ON STATE ROUTE 21 FOR 1.6 MILES TO A GRAVELED ROAD ON THE LEFT,
 GD1663'HERE TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.35 MILE
 GD1663'TO A LOCKED GATE ON THE LEFT LEADING INTO THE ENCLOSURE AROUND THE
 GD1663'RADIO MAST AND CONTROL SHACK.  THE MAST IS ABOUT 200 FEET WEST
 GD1663'OF THIS GATE.  THE STATION IS THE PROPERTY OF THE TRUNKLINE GAS
 GD1663'COMPANY.
 GD1663'
 GD1663'THE STATION IS THE TOP AND CENTER OF A 3-LEGGED STEEL TRUSS STRUCTURE
 GD1663'SUPPORTED BY NUMEROUS GUY CABLES, IS PAINTED IN ALTERNATE
 GD1663'SECTIONS OF INTERNATIONAL ORANGE AND WHITE, HAS A RED FLASHING
 GD1663'LIGHT AT THE TOP OF THE MAST, AND THE OVER-ALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1411 ***********************************************************************
 FD1411  DESIGNATION -  HORSE
 FD1411  PID         -  FD1411
 FD1411  STATE/COUNTY-  TN/BEDFORD
 FD1411  USGS QUAD   -  DEASON (1981)
 FD1411
 FD1411                         *CURRENT SURVEY CONTROL
 FD1411  ___________________________________________________________________
 FD1411* NAD 83(1995)-  35 30 45.68316(N)    086 25 11.82357(W)     ADJUSTED  
 FD1411* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 FD1411  ___________________________________________________________________
 FD1411  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 FD1411  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1411
 FD1411  HORZ ORDER  -  SECOND
 FD1411
 FD1411.The horizontal coordinates were established by classical geodetic methods
 FD1411.and adjusted by the National Geodetic Survey in April 1999..
 FD1411
 FD1411.The orthometric height was scaled from a topographic map.
 FD1411
 FD1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1411
 FD1411.The geoid height was determined by GEOID03.
 FD1411
 FD1411;                    North         East     Units Scale Factor Converg.
 FD1411;SPC TN       -   130,930.494   561,905.582   MT  0.99996404   -0 14 45.1
 FD1411;SPC TN       -   429,561.13  1,843,518.56   sFT  0.99996404   -0 14 45.1
 FD1411;UTM  16      - 3,930,055.483   552,598.462   MT  0.99963409   +0 20 13.0
 FD1411
 FD1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1411!SPC TN       -   0.99994714  x   0.99996404  =   0.99991118
 FD1411!UTM  16      -   0.99994714  x   0.99963409  =   0.99958125
 FD1411
 FD1411:                Primary Azimuth Mark                     Grid Az
 FD1411:SPC TN       -  HORSE AZ MK                              018 17 49.2
 FD1411:UTM  16      -  HORSE AZ MK                              017 42 51.1
 FD1411
 FD1411|---------------------------------------------------------------------|
 FD1411| PID    Reference Object                     Distance      Geod. Az  |
 FD1411|                                                           dddmmss.s |
 FD1411| CG6540 HORSE AZ MK                                        0180304.1 |
 FD1411| CG6541 HORSE RM 1                           33.979 METERS 17934     |
 FD1411| CG6542 HORSE RM 2                           28.593 METERS 26630     |
 FD1411|---------------------------------------------------------------------|
 FD1411
 FD1411                          SUPERSEDED SURVEY CONTROL
 FD1411
 FD1411  NAD 83(1995)-  35 30 45.69025(N)    086 25 11.82508(W) AD(       ) 2
 FD1411  NAD 83(1986)-  35 30 45.69484(N)    086 25 11.82302(W) AD(       ) 2
 FD1411  NAD 27      -  35 30 45.44100(N)    086 25 11.84500(W) AD(       ) 2
 FD1411
 FD1411.Superseded values are not recommended for survey control.
 FD1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1411.See file dsdata.txt to determine how the superseded data were derived.
 FD1411
 FD1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5259830055(NAD 83)
 FD1411_MARKER: DS = TRIANGULATION STATION DISK
 FD1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1411_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1411
 FD1411  HISTORY     - Date     Condition        Report By
 FD1411  HISTORY     - 1934     MONUMENTED       CGS
 FD1411  HISTORY     - 1972     GOOD             NGS
 FD1411
 FD1411                          STATION DESCRIPTION
 FD1411
 FD1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1411'ABOUT 7.5 MILES EAST-SOUTHEAST OF FALLCREEK, 5 MILES WEST-SOUTHWEST
 FD1411'OF WARTRACE, 2.5
 FD1411'MILES NORTHEAST OF SHELBYVILLE, ON HIGHEST POINT OF
 FD1411'HORSE MOUNTAIN, ON SHARP ROUNDED
 FD1411'PEAK THAT IS HEAVILY WOODED ON TOP,
 FD1411'AND ON PROPERTY OF G L BRAGG.  TO REACH FROM HOTEL
 FD1411'DIXIE IN
 FD1411'SHELBYVILLE, GO NORTH 0.05 MILE TO STEWART-RAY MOTOR CO ON WEST LANE
 FD1411'STREET, TURN
 FD1411'RIGHT, GO 0.5 MILE TO ASPHALT FORKS, TURN ONTO LEFT FORK
 FD1411'(WHITTHONE STREET), GO 3.2
 FD1411'MILES (0.1 MILE BEYOND WHITE CHURCH), TURN
 FD1411'LEFT ONTO DIM ROAD, GO 0.25 MILE TO HOME OF
 FD1411'MR BRAGG, AND CONTINUE
 FD1411'SOUTH 0.3 MILE TO KNOB AND STATION SITE AT SOUTHWEST END OF
 FD1411'POINTED TOP,
 FD1411'23.8 FEET SOUTHWEST OF 12-INCH BLACK OAK WITH TRIANGULAR BLAZE,
 FD1411'AND 13.7 FEET
 FD1411'WEST-NORTHWEST OF 18-INCH BLACK OAK.  SURFACE AND
 FD1411'UNDERGROUND MARKS ARE STANDARD
 FD1411'STATION DISKS IN CONCRETE.
 FD1411'REFERENCE MARKS ARE STANDARD REFERENCE
 FD1411'DISKS IN OUTCROPPING
 FD1411'BEDROCK.  NO 1 IS ON DOWNWARD SLOPE, 15 FEET SOUTHWEST OF
 FD1411'15-INCH
 FD1411'HICKORY, AND 111.48 FEET FROM STATION S 0 DEG 26 MIN E.
 FD1411'NO 2 IS ON SMALL
 FD1411'LEDGE, 6 FEET SOUTHWEST OF 9-INCH HICKORY, AND
 FD1411'93.81 FEET FROM STATION S 86 DEG 30 MIN W.
 FD1411'AZIMUTH MARK IS
 FD1411'STANDARD REFERENCE DISK IN LOWER FRONT STEP OF HOME OF MR
 FD1411'BRAGG AND 0.3
 FD1411'MILE FROM STATION N 18 DEG 04 MIN E.
 FD1411
 FD1411                          STATION RECOVERY (1972)
 FD1411
 FD1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JRH)
 FD1411'STATION RECOVERED AS DESCRIBED IN QUAD 350861 STA 1012.
 FD1411'
 FD1411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NE OF
 FD1411'SHELBYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1051 ***********************************************************************
 FE1051  DESIGNATION -  HOSPITAL
 FE1051  PID         -  FE1051
 FE1051  STATE/COUNTY-  TN/HARDEMAN
 FE1051  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1051
 FE1051                         *CURRENT SURVEY CONTROL
 FE1051  ___________________________________________________________________
 FE1051* NAD 83(1995)-  35 16 38.97944(N)    089 01 28.15786(W)     ADJUSTED  
 FE1051* NAVD 88     -       139.213  (meters)     456.73   (feet)  ADJUSTED  
 FE1051  ___________________________________________________________________
 FE1051  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE1051  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1051  DYNAMIC HT  -         139.084 (meters)     456.31  (feet)  COMP
 FE1051  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FE1051
 FE1051  HORZ ORDER  -  SECOND
 FE1051  VERT ORDER  -  SECOND    CLASS 0
 FE1051
 FE1051.The horizontal coordinates were established by classical geodetic methods
 FE1051.and adjusted by the National Geodetic Survey in April 1999..
 FE1051
 FE1051.The orthometric height was determined by differential leveling
 FE1051.and adjusted by the National Geodetic Survey in June 1991..
 FE1051
 FE1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1051
 FE1051.The geoid height was determined by GEOID03.
 FE1051
 FE1051.The dynamic height is computed by dividing the NAVD 88
 FE1051.geopotential number by the normal gravity value computed on the
 FE1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1051.degrees latitude (g = 980.6199 gals.).
 FE1051
 FE1051.The modeled gravity was interpolated from observed gravity values.
 FE1051
 FE1051;                    North         East     Units Scale Factor Converg.
 FE1051;SPC TN       -   109,006.356   324,880.447   MT  0.99999526   -1 46 14.4
 FE1051;SPC TN       -   357,631.69  1,065,878.60   sFT  0.99999526   -1 46 14.4
 FE1051;UTM  16      - 3,905,695.982   315,875.068   MT  1.00001782   -1 10 10.4
 FE1051
 FE1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1051!SPC TN       -   0.99998254  x   0.99999526  =   0.99997780
 FE1051!UTM  16      -   0.99998254  x   1.00001782  =   1.00000035
 FE1051
 FE1051|---------------------------------------------------------------------|
 FE1051| PID    Reference Object                     Distance      Geod. Az  |
 FE1051|                                                           dddmmss.s |
 FE1051| FE1052 HOSPITAL RM 1                        48.183 METERS 04729     |
 FE1051| FE1054 HOSPITAL AZ MK                                     1091314.9 |
 FE1051| FE2281 BOLIVAR EPIS CH WHITE SPIRE         APPROX. 4.0 KM 1274647.1 |
 FE1051| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX. 3.7 KM 1291058.2 |
 FE1051| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       289.383 METERS 22504     |
 FE1051| FE1053 HOSPITAL RM 2                        48.634 METERS 31627     |
 FE1051|---------------------------------------------------------------------|
 FE1051
 FE1051                          SUPERSEDED SURVEY CONTROL
 FE1051
 FE1051  NAD 83(1995)-  35 16 38.98393(N)    089 01 28.15926(W) AD(       ) 2
 FE1051  NAD 83(1995)-  35 16 38.98624(N)    089 01 28.16028(W) AD(       ) 2
 FE1051  NAD 83(1986)-  35 16 38.99124(N)    089 01 28.15819(W) AD(       ) 2
 FE1051  NAD 27      -  35 16 38.69600(N)    089 01 27.93500(W) AD(       ) 2
 FE1051  NGVD 29 (??/??/??)  139.199  (m)          456.69   (f) ADJUSTED    2 0
 FE1051
 FE1051.Superseded values are not recommended for survey control.
 FE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1051.See file dsdata.txt to determine how the superseded data were derived.
 FE1051
 FE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1587505696(NAD 83)
 FE1051_MARKER: DS = TRIANGULATION STATION DISK
 FE1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1051_STAMPING: HOSPITAL 1934
 FE1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1051+STABILITY: SURFACE MOTION
 FE1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1051+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE1051
 FE1051  HISTORY     - Date     Condition        Report By
 FE1051  HISTORY     - 1934     MONUMENTED       CGS
 FE1051  HISTORY     - 1935     GOOD             CGS
 FE1051  HISTORY     - 1951     GOOD             CGS
 FE1051  HISTORY     - 1962     GOOD             CGS
 FE1051  HISTORY     - 20020923 GOOD             USACE
 FE1051
 FE1051                          STATION DESCRIPTION
 FE1051
 FE1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE1051'ABOUT 2.5 MILES NORTHWEST OF BOLIVAR, ON GROUNDS OF WESTERN STATE
 FE1051'HOSPITAL, 60 FEET SOUTH OF FENCE LINE, AND ABOUT 100 YARDS EAST OF
 FE1051'MAIN ENTRANCE GATE.  TO REACH FROM BOLIVAR, GO NORTHWEST 2.5 MILES ON
 FE1051'U.S. ROUTE 64 TO HOSPITAL GROUNDS ON SOUTH SIDE OF HIGHWAY.  SURFACE
 FE1051'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE1051'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE1051'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 35.0 FEET NORTH OF
 FE1051'CENTER OF HIGHWAY, 2 FEET OUTSIDE OF FENCE LINE, 12.0 FEET FROM
 FE1051'TELEPHONE POLE NO. 288, AND 157.95 FEET FROM STATION.
 FE1051'NO. 2 IS 26.0 FEET NORTH OF CENTER LINE OF HIGHWAY,
 FE1051'2.0 FEET OUTSIDE FENCE LINE, 48.0 FEET FROM TELEPHONE POLE
 FE1051'NO. 287, AND 159.59 FEET FROM STATION.
 FE1051'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 226.75 FEET.
 FE1051'AZIMUTH MARK IS ON NORTH SIDE OF HIGHWAY RIGHT-OF-WAY, 1 FOOT OUTSIDE
 FE1051'FENCE LINE, 24.4 FEET FROM CENTER LINE OF HIGHWAY, 45.9 FEET
 FE1051'NORTHWEST OF TELEPHONE POLE NO. 295, AND 0.2 MILE FROM STATION
 FE1051'S 70 DEG 47 MIN E.  BEARING FROM STATION TO WESTERN STATE
 FE1051'HOSPITAL (NEAR BOLIVAR), MAIN BUILDING, TALL SPIRE, DISTANT ABOUT
 FE1051'950 FEET, IS S 45 DEG 04 MIN W.
 FE1051
 FE1051                          STATION RECOVERY (1935)
 FE1051
 FE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FE1051'2.4 MI W FROM BOLIVAR.
 FE1051'2.4 MILES WEST ALONG U.S. HIGHWAY 64, FROM THE STANDARD OIL CO.
 FE1051'PLANT AT BOLIVAR, HARDEMAN COUNTY, ON THE GROUNDS OF THE WESTERN
 FE1051'STATE HOSPITAL, 100 YARDS EAST OF THE MAIN ENTRANCE GATE, 60 FEET
 FE1051'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET EAST OF A
 FE1051'TENNIS COURT.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 FE1051'HOSPITAL 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE1051
 FE1051                          STATION RECOVERY (1951)
 FE1051
 FE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE1051'STATION AND ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FE1051'THE DESCRIPTION IS ADEQUATE.
 FE1051
 FE1051                          STATION RECOVERY (1962)
 FE1051
 FE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FE1051'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 FE1051'EXCELLENT CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED,
 FE1051'BUT APPEARED TO HAVE BEEN STRUCK BY FARM MACHINERY AND WAS SLIGHTLY
 FE1051'TILTED AND LOOSE IN THE GROUND.  THE AZIMUTH MARK WAS FOUND
 FE1051'LAYING NEARLY ON ITS SIDE AND SOME DISTANCE FROM THE ORIGINAL
 FE1051'REFERENCED POSITION, THEREFORE THE MARK WAS DESTROYED.  A SMALL
 FE1051'TRENCH WAS DUG AROUND THE EDGE OF REFERENCE MARK NO. 1 AND IT WAS
 FE1051'BROUGHT TO PLUMB, AFTER WHICH THIS TRENCH WAS FILLED WITH CONCRETE
 FE1051'TO REINFORCE THE MARK.
 FE1051'
 FE1051'A SLIGHT DISCREPANCY WAS FOUND IN THE HORIZONTAL MEASUREMENT TO THE
 FE1051'REFERENCE MARKS, THEREFORE THE INSTRUMENT WAS SET UP OVER THE
 FE1051'STATION AND THE ANGLE TURNED BETWEEN REFERENCE MARK NO. 2 AND
 FE1051'REFERENCE MARK NO. 1.  THE PUBLISHED HORIZONTAL ANGLE
 FE1051'BETWEEN THESE MARKS WAS 91 DEG 02 MIN.  THE OBSERVED ANGLE AT THIS
 FE1051'OCCUPATION WAS 91 DEG 01 MIN 41.1 SEC.
 FE1051'
 FE1051'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1051'
 FE1051'THE STATION IS LOCATED ON THE GROUNDS OF TENNESSEE WESTERN STATE
 FE1051'HOSPITAL ABOUT 2-1/2 MILES NORTHWEST OF BOLIVAR ON U.S. HIGHWAY
 FE1051'64.
 FE1051'
 FE1051'THE STATION IS ABOUT 200 YARDS EAST OF THE MAIN GATE LEADING INTO THE
 FE1051'HOSPITAL, 85 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FE1051'64, 69 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 49 FEET SOUTH OF A
 FE1051'24-INCH ELM TREE, AND 27 FEET NORTHWEST OF A 24-INCH SUGAR MAPLE
 FE1051'TREE.  IT IS A STANDARD STATION MARK DISK SET IN THE TOP OF A ROUND
 FE1051'CONCRETE MONUMENT THAT PROJECTS ABOUT 10 INCHES AND THE DISK IS
 FE1051'STAMPED HOSPITAL 1934.
 FE1051'
 FE1051'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION BETWEEN
 FE1051'THE HIGHWAY DITCH AND A GRAVELED ROAD ALONG THE SOUTH EDGE OF A
 FE1051'CULTIVATED FIELD.  IT IS 38 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1051'U.S. HIGHWAY 64, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FE1051'GRAVELED ROAD, 11.5 FEET EAST OF TELEPHONE POLE NO. 288, AND 0.9 OF A
 FE1051'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 FE1051'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FE1051'ABOUT 12 INCHES AND THE DISK IS STAMPED HOSPITAL NO 1
 FE1051'1934.
 FE1051'
 FE1051'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION BETWEEN
 FE1051'THE HIGHWAY DITCH AND A GRAVELED ROAD ALONG THE SOUTH EDGE OF A
 FE1051'CULTIVATED FIELD.  IT IS 49 FEET WEST OF TELEPHONE POLE NO. 287, 26
 FE1051'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 64, 12 FEET
 FE1051'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.1 FEET
 FE1051'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 FE1051'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 FE1051'INCHES AND THE DISK IS STAMPED HOSPITAL NO 2 1934.
 FE1051'
 FE1051'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FE1051'MARK NO. 2 IS 226.65 FEET.
 FE1051
 FE1051                          STATION RECOVERY (2002)
 FE1051
 FE1051'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1051'RM 1 AND 2 DESTROYED DUE TO HWY 64 WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2327 ***********************************************************************
 FE2327  DESIGNATION -  HOSPITAL
 FE2327  PID         -  FE2327
 FE2327  STATE/COUNTY-  TN/MADISON
 FE2327  USGS QUAD   -  JACKSON NORTH (1983)
 FE2327
 FE2327                         *CURRENT SURVEY CONTROL
 FE2327  ___________________________________________________________________
 FE2327* NAD 83(1995)-  35 38 11.28531(N)    088 49 54.15391(W)     ADJUSTED  
 FE2327* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2327  ___________________________________________________________________
 FE2327  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2327  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2327
 FE2327  HORZ ORDER  -  FIRST
 FE2327
 FE2327.The horizontal coordinates were established by classical geodetic methods
 FE2327.and adjusted by the National Geodetic Survey in April 1999..
 FE2327
 FE2327.The orthometric height was scaled from a topographic map.
 FE2327
 FE2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2327
 FE2327.The geoid height was determined by GEOID03.
 FE2327
 FE2327;                    North         East     Units Scale Factor Converg.
 FE2327;SPC TN       -   148,291.671   343,563.507   MT  0.99995432   -1 39 28.1
 FE2327;SPC TN       -   486,520.26  1,127,174.61   sFT  0.99995432   -1 39 28.1
 FE2327;UTM  16      - 3,945,173.612   334,148.895   MT  0.99993897   -1 04 02.9
 FE2327
 FE2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2327!SPC TN       -   0.99998356  x   0.99995432  =   0.99993788
 FE2327!UTM  16      -   0.99998356  x   0.99993897  =   0.99992253
 FE2327
 FE2327|---------------------------------------------------------------------|
 FE2327| PID    Reference Object                     Distance      Geod. Az  |
 FE2327|                                                           dddmmss.s |
 FE2327| CG3498 HOSPITAL RM 1                         4.750 METERS 05720     |
 FE2327| FE2340 JACKSON TV STA WDXI MAST            APPROX. 2.3 KM 0734427.8 |
 FE2327| FE2338 JACKSON RAD STA WJAK MAST           APPROX. 5.3 KM 0812214.8 |
 FE2327| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 2.7 KM 0904130.3 |
 FE2327| FE2321 ALEXANDER                           APPROX. 1.5 KM 1204627.5 |
 FE2327| FE2324 FOREST AZ MK                        112.407 METERS 14704     |
 FE2327| FE2364 JACKSON SOU BELL TT MAST            APPROX. 2.7 KM 1484027.4 |
 FE2327| FE2361 JACKSON RAD STA WTJS NE MAST        APPROX. 6.3 KM 1625452.6 |
 FE2327| FE2362 JACKSON RADIO STA WTJS SW MAST      APPROX. 6.3 KM 1641327.4 |
 FE2327| FE2365 JACKSON STATE RADIO MAST            APPROX. 2.4 KM 1882418.0 |
 FE2327| FE2359 JACKSON PUBLIC COMPRESS TANK        APPROX. 2.1 KM 1883739.8 |
 FE2327| FE2323 FOREST                               94.782 METERS 20002     |
 FE2327| FE2333 JACKSON RAD STA KIJ 653 MAST        APPROX. 1.4 KM 2362534.7 |
 FE2327| FE2378 WESTOVER MUNICIPAL TANK             APPROX. 6.4 KM 2385929.0 |
 FE2327| CG3499 HOSPITAL RM 2                         3.645 METERS 30256     |
 FE2327| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 1.1 KM 3543428.5 |
 FE2327|---------------------------------------------------------------------|
 FE2327
 FE2327                          SUPERSEDED SURVEY CONTROL
 FE2327
 FE2327  NAD 83(1995)-  35 38 11.29024(N)    088 49 54.15876(W) AD(       ) 1
 FE2327  NAD 83(1986)-  35 38 11.29680(N)    088 49 54.15476(W) AD(       ) 1
 FE2327  NAD 27      -  35 38 11.04300(N)    088 49 53.94700(W) AD(       ) 1
 FE2327
 FE2327.Superseded values are not recommended for survey control.
 FE2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2327.See file dsdata.txt to determine how the superseded data were derived.
 FE2327
 FE2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3414945174(NAD 83)
 FE2327_MARKER: DS = TRIANGULATION STATION DISK
 FE2327_SETTING: 0 = UNSPECIFIED SETTING
 FE2327
 FE2327  HISTORY     - Date     Condition        Report By
 FE2327  HISTORY     - 1951     MONUMENTED       CGS
 FE2327  HISTORY     - 1958     GOOD             CGS
 FE2327
 FE2327                          STATION DESCRIPTION
 FE2327
 FE2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2327'STATION IS LOCATED ON THE CONCRETE ROOF OF THE SUN PORCH OF THE
 FE2327'JACKSON-MADISON HOSPITAL IN THE CITY OF JACKSON.  IT IS SET IN THE
 FE2327'WEST ROOF SUPPORT, 12.9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 FE2327'ROOF, 8.7 FEET SOUTH OF THE NORTH WALL OF THE ROOF AND 4.5 FEET
 FE2327'NORTH OF THE SOUTH EDGE OF THE ROOF. THE DISK IS SET FLUSH IN A DRILL
 FE2327'HOLE AND STAMPED HOSPITAL 1951.
 FE2327'
 FE2327'REFERENCE MARK NO. 1 IS 20.5 FEET WEST OF THE EAST WALL OF THE ROOF
 FE2327'AND 2.5 FEET S OF THE NORTH WALL. THE DISK IS SET FLUSH IN A DRILL
 FE2327'HOLE IN THE CONCRETE ROOF AND STAMPED HOSPITAL NO 1 1951.
 FE2327'
 FE2327'REFERENCE MARK NO. 2 IS AT THE NORTHWEST CORNER OF THE ROOF.  THE
 FE2327'DISK IS SET FLUSH IN A DRILL HOLE IN THE ROOF AND STAMPED
 FE2327'HOSPITAL NO 2 1951.
 FE2327'
 FE2327'STATION FOREST AND FOREST AZIMUTH MARK ARE ON THE LAWN OF THE
 FE2327'HOSPITAL AS DESCRIBED IN STATION FOREST DESCRIPTION AND CAN BE USED
 FE2327'AS AZIMUTH MARKS TO THIS STATION.
 FE2327'
 FE2327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2327
 FE2327                          STATION RECOVERY (1958)
 FE2327
 FE2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2327'THE STATION, REFERENCE MARKS 1 AND 2, FORREST 1951, AND FORREST
 FE2327'AZIMUTH MARK 1951 WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 FE2327'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS 1 AND 2, FORREST
 FE2327'1951, AND FORREST AZIMUTH MARK 1951 CHECKED AS CLOSE AS COULD BE
 FE2327'EXPECTED FOR THEIR SHORT DISTANCES FROM THE STATION.  THE 1951
 FE2327'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1054 ***********************************************************************
 FE1054  DESIGNATION -  HOSPITAL AZ MK
 FE1054  PID         -  FE1054
 FE1054  STATE/COUNTY-  TN/HARDEMAN
 FE1054  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1054
 FE1054                         *CURRENT SURVEY CONTROL
 FE1054  ___________________________________________________________________
 FE1054* NAD 83(1986)-  35 16 38.     (N)    089 01 27.     (W)     SCALED    
 FE1054* NAVD 88     -       138.667  (meters)     454.94   (feet)  ADJUSTED  
 FE1054  ___________________________________________________________________
 FE1054  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1054  DYNAMIC HT  -         138.539 (meters)     454.52  (feet)  COMP
 FE1054  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FE1054
 FE1054  VERT ORDER  -  SECOND    CLASS 0
 FE1054
 FE1054.The horizontal coordinates were scaled from a topographic map and have
 FE1054.an estimated accuracy of +/- 6 seconds.
 FE1054
 FE1054.The orthometric height was determined by differential leveling
 FE1054.and adjusted by the National Geodetic Survey in June 1991..
 FE1054
 FE1054.The geoid height was determined by GEOID03.
 FE1054
 FE1054.The dynamic height is computed by dividing the NAVD 88
 FE1054.geopotential number by the normal gravity value computed on the
 FE1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1054.degrees latitude (g = 980.6199 gals.).
 FE1054
 FE1054.The modeled gravity was interpolated from observed gravity values.
 FE1054
 FE1054;                    North         East    Units  Estimated Accuracy
 FE1054;SPC TN       -   108,980.      324,910.      MT  (+/- 180 meters Scaled)
 FE1054
 FE1054                          SUPERSEDED SURVEY CONTROL
 FE1054
 FE1054  NGVD 29 (??/??/??)  138.653  (m)          454.90   (f) ADJUSTED    2 0
 FE1054
 FE1054.Superseded values are not recommended for survey control.
 FE1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1054.See file dsdata.txt to determine how the superseded data were derived.
 FE1054
 FE1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE159056(NAD 83)
 FE1054_MARKER: DZ = AZIMUTH MARK DISK
 FE1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1054_STAMPING: HOSPITAL AZIMUTH 1934
 FE1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1054+STABILITY: SURFACE MOTION
 FE1054
 FE1054  HISTORY     - Date     Condition        Report By
 FE1054  HISTORY     - 1934     MONUMENTED       CGS
 FE1054  HISTORY     - 1935     GOOD             CGS
 FE1054
 FE1054                          STATION DESCRIPTION
 FE1054
 FE1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1054'2.2 MI W FROM BOLIVAR.
 FE1054'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1054'PLANT AT BOLIVAR, HARDEMAN COUNTY, 0.2 MILE EAST OF TRIANGULATION
 FE1054'STATION HOSPITAL ON THE GROUNDS OF WESTERN STATE HOSPITAL, 125
 FE1054'YARDS EAST OF THE EAST ENTRANCE TO THE HOSPITAL, 45.9 FEET
 FE1054'NORTHWEST OF TELEPHONE POLE 295, 24.4 FEET NORTH OF THE
 FE1054'CENTERLINE OF THE HIGHWAY, AND 1 FOOT OUTSIDE THE RIGHT-OF-WAY
 FE1054'FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED HOSPITAL AZIMUTH
 FE1054'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1052 ***********************************************************************
 FE1052  DESIGNATION -  HOSPITAL RM 1
 FE1052  PID         -  FE1052
 FE1052  STATE/COUNTY-  TN/HARDEMAN
 FE1052  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1052
 FE1052                         *CURRENT SURVEY CONTROL
 FE1052  ___________________________________________________________________
 FE1052* NAD 83(1986)-  35 16 40.     (N)    089 01 27.     (W)     SCALED    
 FE1052* NAVD 88     -       136.444  (meters)     447.65   (feet)  ADJUSTED  
 FE1052  ___________________________________________________________________
 FE1052  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE1052  DYNAMIC HT  -         136.318 (meters)     447.24  (feet)  COMP
 FE1052  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FE1052
 FE1052  VERT ORDER  -  SECOND    CLASS 0
 FE1052
 FE1052.The horizontal coordinates were scaled from a topographic map and have
 FE1052.an estimated accuracy of +/- 6 seconds.
 FE1052
 FE1052.The orthometric height was determined by differential leveling
 FE1052.and adjusted by the National Geodetic Survey in June 1991..
 FE1052
 FE1052.The geoid height was determined by GEOID03.
 FE1052
 FE1052.The dynamic height is computed by dividing the NAVD 88
 FE1052.geopotential number by the normal gravity value computed on the
 FE1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1052.degrees latitude (g = 980.6199 gals.).
 FE1052
 FE1052.The modeled gravity was interpolated from observed gravity values.
 FE1052
 FE1052;                    North         East    Units  Estimated Accuracy
 FE1052;SPC TN       -   109,040.      324,910.      MT  (+/- 180 meters Scaled)
 FE1052
 FE1052                          SUPERSEDED SURVEY CONTROL
 FE1052
 FE1052  NGVD 29 (??/??/??)  136.430  (m)          447.60   (f) ADJUSTED    2 0
 FE1052
 FE1052.Superseded values are not recommended for survey control.
 FE1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1052.See file dsdata.txt to determine how the superseded data were derived.
 FE1052
 FE1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE159057(NAD 83)
 FE1052_MARKER: DR = REFERENCE MARK DISK
 FE1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1052_STAMPING: HOSPITAL NO 1 1934
 FE1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1052+STABILITY: SURFACE MOTION
 FE1052
 FE1052  HISTORY     - Date     Condition        Report By
 FE1052  HISTORY     - 1934     MONUMENTED       CGS
 FE1052  HISTORY     - 1935     GOOD             CGS
 FE1052  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1052
 FE1052                          STATION DESCRIPTION
 FE1052
 FE1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1052'NEAR BALDWIN.
 FE1052'158 FEET NORTHEAST OF TRIANGULATION STATION HOSPITAL DESCRIBED
 FE1052'ABOVE, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50 FEET
 FE1052'WEST OF A FARM GATE, 12 FEET FROM TELEPHONE POLE 288, AND 2 FEET
 FE1052'OUTSIDE THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FE1052'HOSPITAL NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE1052
 FE1052                          STATION RECOVERY (1987)
 FE1052
 FE1052'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1053 ***********************************************************************
 FE1053  DESIGNATION -  HOSPITAL RM 2
 FE1053  PID         -  FE1053
 FE1053  STATE/COUNTY-  TN/HARDEMAN
 FE1053  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1053
 FE1053                         *CURRENT SURVEY CONTROL
 FE1053  ___________________________________________________________________
 FE1053* NAD 83(1986)-  35 16 39.     (N)    089 01 29.     (W)     SCALED    
 FE1053* NAVD 88     -       139.471  (meters)     457.58   (feet)  ADJUSTED  
 FE1053  ___________________________________________________________________
 FE1053  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1053  DYNAMIC HT  -         139.342 (meters)     457.16  (feet)  COMP
 FE1053  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FE1053
 FE1053  VERT ORDER  -  SECOND    CLASS 0
 FE1053
 FE1053.The horizontal coordinates were scaled from a topographic map and have
 FE1053.an estimated accuracy of +/- 6 seconds.
 FE1053
 FE1053.The orthometric height was determined by differential leveling
 FE1053.and adjusted by the National Geodetic Survey in June 1991..
 FE1053
 FE1053.The geoid height was determined by GEOID03.
 FE1053
 FE1053.The dynamic height is computed by dividing the NAVD 88
 FE1053.geopotential number by the normal gravity value computed on the
 FE1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1053.degrees latitude (g = 980.6199 gals.).
 FE1053
 FE1053.The modeled gravity was interpolated from observed gravity values.
 FE1053
 FE1053;                    North         East    Units  Estimated Accuracy
 FE1053;SPC TN       -   109,010.      324,860.      MT  (+/- 180 meters Scaled)
 FE1053
 FE1053                          SUPERSEDED SURVEY CONTROL
 FE1053
 FE1053  NGVD 29 (??/??/??)  139.457  (m)          457.54   (f) ADJUSTED    2 0
 FE1053
 FE1053.Superseded values are not recommended for survey control.
 FE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1053.See file dsdata.txt to determine how the superseded data were derived.
 FE1053
 FE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE158056(NAD 83)
 FE1053_MARKER: DR = REFERENCE MARK DISK
 FE1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1053_STAMPING: HOSPITAL NO 2 1934
 FE1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1053+STABILITY: SURFACE MOTION
 FE1053
 FE1053  HISTORY     - Date     Condition        Report By
 FE1053  HISTORY     - 1934     MONUMENTED       CGS
 FE1053  HISTORY     - 1935     GOOD             CGS
 FE1053  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1053
 FE1053                          STATION DESCRIPTION
 FE1053
 FE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1053'NEAR BOLIVAR.
 FE1053'159.6 FEET NORTHWEST OF TRIANGULATION STATION HOSPITAL DESCRIBED
 FE1053'ABOVE, 48 FEET FROM TELEPHONE POLE 287, 45 FEET WEST OF A FARM
 FE1053'GATE, 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FE1053'OUTSIDE THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FE1053'HOSPITAL NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE1053
 FE1053                          STATION RECOVERY (1987)
 FE1053
 FE1053'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3544 ***********************************************************************
 GA3544  DESIGNATION -  HOUSE MOUNTAIN
 GA3544  PID         -  GA3544
 GA3544  STATE/COUNTY-  TN/KNOX
 GA3544  USGS QUAD   -  JOHN SEVIER (1992)
 GA3544
 GA3544                         *CURRENT SURVEY CONTROL
 GA3544  ___________________________________________________________________
 GA3544* NAD 83(1995)-  36 06 42.58869(N)    083 46 00.39631(W)     ADJUSTED  
 GA3544* NAVD 88     -       643.5    (meters)    2111.     (feet)  VERTCON   
 GA3544  ___________________________________________________________________
 GA3544  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GA3544  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA3544
 GA3544  HORZ ORDER  -  FIRST
 GA3544
 GA3544.The horizontal coordinates were established by classical geodetic methods
 GA3544.and adjusted by the National Geodetic Survey in April 1999..
 GA3544
 GA3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3544
 GA3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3544
 GA3544.The geoid height was determined by GEOID03.
 GA3544
 GA3544;                    North         East     Units Scale Factor Converg.
 GA3544;SPC TN       -   199,617.482   801,045.509   MT  0.99996011   +1 18 26.7
 GA3544;SPC TN       -   654,911.69  2,628,096.81   sFT  0.99996011   +1 18 26.7
 GA3544;UTM  17      - 3,999,897.614   250,959.724   MT  1.00036426   -1 37 53.3
 GA3544
 GA3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3544!SPC TN       -   0.99990385  x   0.99996011  =   0.99986396
 GA3544!UTM  17      -   0.99990385  x   1.00036426  =   1.00026807
 GA3544
 GA3544:                Primary Azimuth Mark                     Grid Az
 GA3544:SPC TN       -  CLINCH RESET                             026 52 35.2
 GA3544:UTM  17      -  CLINCH RESET                             029 48 55.2
 GA3544
 GA3544|---------------------------------------------------------------------|
 GA3544| PID    Reference Object                     Distance      Geod. Az  |
 GA3544|                                                           dddmmss.s |
 GA3544| GA3542 CLINCH RESET                        APPROX. 8.1 KM 0281101.9 |
 GA3544| FB2657 KNOXVILLE COLLEGE CUPOLA            APPROX.22.3 KM 2195733.1 |
 GA3544|---------------------------------------------------------------------|
 GA3544
 GA3544                          SUPERSEDED SURVEY CONTROL
 GA3544
 GA3544  NAD 83(1995)-  36 06 42.59318(N)    083 46 00.39878(W) AD(       ) 1
 GA3544  NAD 83(1995)-  36 06 42.59568(N)    083 46 00.39648(W) AD(       ) 1
 GA3544  NAD 83(1995)-  36 06 42.59488(N)    083 46 00.39747(W) AD(       ) 1
 GA3544  NAD 83(1986)-  36 06 42.60049(N)    083 46 00.39595(W) AD(       ) 1
 GA3544  NAD 27      -  36 06 42.29300(N)    083 46 00.74400(W) AD(       ) 1
 GA3544  NGVD 29 (07/19/86)  643.6    (m)         2112.     (f) VERT ANG       
 GA3544
 GA3544.Superseded values are not recommended for survey control.
 GA3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3544.See file dsdata.txt to determine how the superseded data were derived.
 GA3544
 GA3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5096099898(NAD 83)
 GA3544_MARK LOGO: USGS  
 GA3544
 GA3544  HISTORY     - Date     Condition        Report By
 GA3544  HISTORY     - 1884     MONUMENTED       USGS
 GA3544  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GA3544
 GA3544                          STATION DESCRIPTION
 GA3544
 GA3544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA3544'ABOUT 5-1/2 MILES NORTHWEST OF STRAWBERRY PLAINS, ABOUT 3 MILES
 GA3544'SOUTH-SOUTHEAST OF
 GA3544'CORRYTON, AND ON HIGHEST POINT OF 1 1/2-MILE-LONG
 GA3544'ISOLATED MOUNTAIN, WHICH IS EASILY
 GA3544'FOUND.  TO REACH FROM KNOXVILLE
 GA3544'CITY LIMITS AT BURLINGTON, FOLLOW U.S.  ROUTE 11 W
 GA3544'NORTHEAST 7.2
 GA3544'MILES, TURN LEFT (NORTHEAST), GO 0.8 MILE, TURN LEFT (NORTHWEST) AT
 GA3544'CROSSROADS.  GO
 GA3544'0.8 MILE, TURN RIGHT (EAST) AT JUNCTION, GO 0.5 MILE,
 GA3544'TURN LEFT (NORTHWEST) AT JUNCTION,
 GA3544'GO 0.5 MILE, TURN ONTO RIGHT FORK
 GA3544'(NORTHEAST), AND GO 0.5 MILE TO PROPERTY OF J.  V.
 GA3544'WEBSTER.  TRAIL
 GA3544'LEADS UP SOUTH SIDE OF HOUSE MOUNTAIN TO TOP AT WEST END AND ALONG
 GA3544'TOP 3/4 MILE TO
 GA3544'STATION SITE.  STATION MARK IS 1-INCH DRILL HOLE, 2
 GA3544'1/2 INCHES DEEP, AT INTERSECTION
 GA3544'OF NORTH-SOUTH AND EAST-WEST GROOVES
 GA3544'SURROUNDED BY LETTERS U.S.G.S.  CUT IN ROCK.
 GA3544'GROOVES AND DRILL HOLE
 GA3544'ARE FILLED WITH PLASTER OF PARIS.  ROCK IS LARGE, OF SEVERAL
 GA3544'TONS WEIGHT,
 GA3544'AND RISES ABOUT 2 FEET ABOVE GROUND.  THREE REFERENCE MARKS
 GA3544'ARE CROSSES CUT IN ROCK AS
 GA3544'FOLLOWS- NO.  1 IS 9 FEET 9-1/2 INCHES
 GA3544'(SLOPE DISTANCE) N.  47-1/2 DEG E.  FROM
 GA3544'STATION, NO.  2 IS 14 FEET 1
 GA3544'5/8 INCHES (SLOPE DISTANCE) S.  62 DEG E.  FROM STATION,
 GA3544'AND NO.  3 IS 6
 GA3544'FEET 3-3/4 INCHES (SLOPE DISTANCE) S.  46-1/2 DEG W.  FROM
 GA3544'STATION.  PINE TREE
 GA3544'USED AS U.  S.  GEOLOGICAL SURVEY STATION WAS
 GA3544'4.06 METERS (13.3 FEET) FROM STATION N 61 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2306 ***********************************************************************
 FE2306  DESIGNATION -  HOUSES
 FE2306  PID         -  FE2306
 FE2306  STATE/COUNTY-  TN/CARROLL
 FE2306  USGS QUAD   -  ATWOOD (1983)
 FE2306
 FE2306                         *CURRENT SURVEY CONTROL
 FE2306  ___________________________________________________________________
 FE2306* NAD 83(1995)-  35 57 34.11823(N)    088 38 13.22919(W)     ADJUSTED  
 FE2306* NAVD 88     -       152.79   (+/-2cm)     501.3    (feet)  VERTCON   
 FE2306  ___________________________________________________________________
 FE2306  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2306  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE2306
 FE2306  HORZ ORDER  -  SECOND
 FE2306  VERT ORDER  -  THIRD ? (See Below)
 FE2306
 FE2306.The horizontal coordinates were established by classical geodetic methods
 FE2306.and adjusted by the National Geodetic Survey in April 1999..
 FE2306
 FE2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2306.The vertical order pertains to the NGVD 29 superseded value.
 FE2306
 FE2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2306
 FE2306.The geoid height was determined by GEOID03.
 FE2306
 FE2306;                    North         East     Units Scale Factor Converg.
 FE2306;SPC TN       -   183,623.803   362,156.535   MT  0.99995079   -1 32 37.7
 FE2306;SPC TN       -   602,439.09  1,188,175.23   sFT  0.99995079   -1 32 37.7
 FE2306;UTM  16      - 3,980,692.453   352,378.618   MT  0.99986852   -0 57 41.2
 FE2306
 FE2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2306!SPC TN       -   0.99998046  x   0.99995079  =   0.99993125
 FE2306!UTM  16      -   0.99998046  x   0.99986852  =   0.99984898
 FE2306
 FE2306:                Primary Azimuth Mark                     Grid Az
 FE2306:SPC TN       -  TREZEVANT SIEGEL CO WATER TANK           013 23 54.2
 FE2306:UTM  16      -  TREZEVANT SIEGEL CO WATER TANK           012 48 57.7
 FE2306
 FE2306|---------------------------------------------------------------------|
 FE2306| PID    Reference Object                     Distance      Geod. Az  |
 FE2306|                                                           dddmmss.s |
 FE2306| GD1496 TREZEVANT SIEGEL CO WATER TANK      APPROX. 6.1 KM 0115116.5 |
 FE2306| FE2237 LEACH LOT                           APPROX.15.1 KM 1095707.1 |
 FE2306| CG3508 HOUSES AZ MK                                       1131622.8 |
 FE2306| CG3509 HOUSES RM 1                          24.242 METERS 18038     |
 FE2306| FE2310 MILAN ORDNANCE DEPOT D TANK         APPROX. 6.7 KM 2014946.9 |
 FE2306| FE2308 MILAN ORDNANCE DEPOT B TANK         APPROX. 8.5 KM 2083241.3 |
 FE2306| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX. 9.1 KM 2254030.6 |
 FE2306| FE2309 MILAN ORDNANCE DEPOT C TANK         APPROX. 7.2 KM 2320355.2 |
 FE2306| FE2385 MILAN RAD STA WKBJ MAST             APPROX.14.5 KM 2434147.9 |
 FE2306| FE2384 MILAN MUNICIPAL TANK                APPROX.12.0 KM 2474300.7 |
 FE2306| FE2383 MILAN COMPRESS TANK                 APPROX.11.4 KM 2490511.6 |
 FE2306| CG3510 HOUSES RM 2                          22.037 METERS 27840     |
 FE2306|---------------------------------------------------------------------|
 FE2306
 FE2306                          SUPERSEDED SURVEY CONTROL
 FE2306
 FE2306  NAD 83(1995)-  35 57 34.12094(N)    088 38 13.23426(W) AD(       ) 2
 FE2306  NAD 83(1986)-  35 57 34.12933(N)    088 38 13.22889(W) AD(       ) 2
 FE2306  NAD 27      -  35 57 33.89760(N)    088 38 13.02000(W) AD(       ) 2
 FE2306  NGVD 29 (07/19/86)  152.84   (m)          501.4    (f) LEVELING    3  
 FE2306
 FE2306.Superseded values are not recommended for survey control.
 FE2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2306.See file dsdata.txt to determine how the superseded data were derived.
 FE2306
 FE2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5237980692(NAD 83)
 FE2306_MARKER: DS = TRIANGULATION STATION DISK
 FE2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2306+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FE2306
 FE2306  HISTORY     - Date     Condition        Report By
 FE2306  HISTORY     - 1958     MONUMENTED       CGS
 FE2306  HISTORY     - 20020426 GOOD             USACE
 FE2306
 FE2306                          STATION DESCRIPTION
 FE2306
 FE2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2306'THE STATION IS ABOUT 5 MILES SOUTHWEST OF TREZEVANT, ABOUT 3 MILES
 FE2306'SOUTHEAST OF ATWOOD AND ON A PROMINENT KNOLL OWNED BY EDGAR AND G. H.
 FE2306'COOK.  IT IS 29 FEET SOUTHEAST OF A 14 INCH HICKORY TREE, 16 FEET
 FE2306'SOUTHEAST OF AN 18 INCH TWIN OAK TREE, 8 FEET SOUTH OF A WHITE
 FE2306'WITNESS POST AND ON THE HIGHEST POINT OF THE KNOLL.  THE MONUMENT
 FE2306'PROJECTS 3 INCHES AND THE DISK IS STAMPED HOUSES 1958.
 FE2306'
 FE2306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 70A AT
 FE2306'THE NORTH EDGE OF ATWOOD, GO EAST ON HIGHWAY 70A FOR 2.4 MILES TO A
 FE2306'CROSSROAD.  TURN RIGHT ON THE GRAVELED ROAD AND GO SOUTH FOR 0.95
 FE2306'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON THE
 FE2306'GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FE2306'WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 FE2306'LEFT.  CONTINUE WEST ON THE ROAD FOR 0.4 MILE TO A FRAME HOUSE
 FE2306'AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ACROSS A
 FE2306'FIELD AND UP THE KNOLL FOR 0.25 MILE TO THE HIGHEST POINT AND THE
 FE2306'STATION.
 FE2306'
 FE2306'REFERENCE MARK 1 IS 88 FEET SOUTH OF THE WHITE WITNESS POST AND ON
 FE2306'THE SOUTH SLOPE OF THE KNOLL ABOUT 3 FEET LOWER THAN THE
 FE2306'STATION MARK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOUSES
 FE2306'NO 1 1958.
 FE2306'
 FE2306'REFERENCE MARK 2 IS 72 FEET WEST OF THE WHITE WITNESS POST, 15 FEET
 FE2306'WEST OF A 12 INCH HICKORY TREE AND ON THE WEST SLOPE OF THE KNOLL
 FE2306'ABOUT 4 FEET LOWER THAN THE STATION MARK.  THE MONUMENT PROJECTS 2
 FE2306'INCHES AND THE DISK IS STAMPED HOUSES NO 2 1958.
 FE2306'
 FE2306'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF A POWER LINE POLE, 22 FEET
 FE2306'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET SOUTH OF A FENCE
 FE2306'CORNER AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 FE2306'PROJECTS 3 IN AND THE DISK IS STAMPED HOUSES 1958.
 FE2306'
 FE2306'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
 FE2306
 FE2306                          STATION RECOVERY (2002)
 FE2306
 FE2306'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1591 ***********************************************************************
 FD1591  DESIGNATION -  HOUSTON
 FD1591  PID         -  FD1591
 FD1591  STATE/COUNTY-  TN/WAYNE
 FD1591  USGS QUAD   -  MARTINS MILLS (1950)
 FD1591
 FD1591                         *CURRENT SURVEY CONTROL
 FD1591  ___________________________________________________________________
 FD1591* NAD 83(1995)-  35 13 08.04389(N)    087 52 56.01753(W)     ADJUSTED  
 FD1591* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 FD1591  ___________________________________________________________________
 FD1591  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FD1591  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1591
 FD1591  HORZ ORDER  -  FIRST
 FD1591
 FD1591.The horizontal coordinates were established by classical geodetic methods
 FD1591.and adjusted by the National Geodetic Survey in April 1999..
 FD1591
 FD1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1591
 FD1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1591
 FD1591.The geoid height was determined by GEOID03.
 FD1591
 FD1591;                    North         East     Units Scale Factor Converg.
 FD1591;SPC TN       -    99,902.112   428,643.381   MT  1.00000563   -1 06 06.9
 FD1591;SPC TN       -   327,762.18  1,406,307.49   sFT  1.00000563   -1 06 06.9
 FD1591;UTM  16      - 3,897,675.305   419,709.229   MT  0.99967945   -0 30 31.7
 FD1591
 FD1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1591!SPC TN       -   0.99996229  x   1.00000563  =   0.99996792
 FD1591!UTM  16      -   0.99996229  x   0.99967945  =   0.99964175
 FD1591
 FD1591|---------------------------------------------------------------------|
 FD1591| PID    Reference Object                     Distance      Geod. Az  |
 FD1591|                                                           dddmmss.s |
 FD1591| CG6545 HOUSTON RM 2                         29.523 METERS 00643     |
 FD1591| FD1605 HASSELL RM 2                        APPROX.15.0 KM 0260459.0 |
 FD1591| FD1587 COLLINGWOOD CONCRETE STACK          APPROX.14.5 KM 1104522.0 |
 FD1591| FE2245 OLIVE HILL ATT MW KYN               APPROX.16.3 KM 2653531.9 |
 FD1591| CG6544 HOUSTON RM 1                         28.623 METERS 26936     |
 FD1591| FD1593 HOUSTON RM A                         26.369 METERS 30635     |
 FD1591| FD1612 HOLLAND RIM 11 LOT                  APPROX. 7.1 KM 3242906.2 |
 FD1591| CG6543 HOUSTON AZ MK                                      3400003.6 |
 FD1591|---------------------------------------------------------------------|
 FD1591
 FD1591                          SUPERSEDED SURVEY CONTROL
 FD1591
 FD1591  NAD 83(1995)-  35 13 08.04744(N)    087 52 56.01846(W) AD(       ) 1
 FD1591  NAD 83(1995)-  35 13 08.04750(N)    087 52 56.01857(W) AD(       ) 1
 FD1591  NAD 83(1995)-  35 13 08.04975(N)    087 52 56.01697(W) AD(       ) 1
 FD1591  NAD 83(1986)-  35 13 08.05300(N)    087 52 56.01577(W) AD(       ) 1
 FD1591  NAD 27      -  35 13 07.76500(N)    087 52 55.91100(W) AD(       ) 1
 FD1591  NGVD 29 (07/19/86)  268.0    (m)          879.     (f) VERT ANG       
 FD1591
 FD1591.Superseded values are not recommended for survey control.
 FD1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1591.See file dsdata.txt to determine how the superseded data were derived.
 FD1591
 FD1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1970997675(NAD 83)
 FD1591_MARKER: DS = TRIANGULATION STATION DISK
 FD1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1591_MARK LOGO: CGS   
 FD1591
 FD1591  HISTORY     - Date     Condition        Report By
 FD1591  HISTORY     - 1934     MONUMENTED       CGS
 FD1591  HISTORY     - 1950     GOOD             TVA
 FD1591  HISTORY     - 1962     GOOD             TNHD
 FD1591  HISTORY     - 1970     GOOD             NGS
 FD1591
 FD1591                          STATION DESCRIPTION
 FD1591
 FD1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1591'ABOUT 10 MILES SOUTHWEST OF WAYNESBORO, 2.5 MILES EAST-SOUTHEAST OF
 FD1591'HOUSTON, 1 MILE
 FD1591'SOUTH OF INDIAN CREEK, 1 MILE NORTHEAST OF RAYBURN
 FD1591'CREEK, ON FLAT-TOPPED THICKLY
 FD1591'WOODED RIDGE, AND ON LAND OWNED BY
 FD1591'MESSRS HASSELL AND HAGGARD.  TO REACH FROM
 FD1591'HOUSTON, GO UP INDIAN
 FD1591'CREEK 2.5 MILES TO ROAD TO RIGHT (0.1 MILE BEYOND FORD),
 FD1591'FOLLOW ROAD TO
 FD1591'RIGHT, GO ABOUT 0.5 MILE TO FORD ACROSS INDIAN CREEK (END OF TRUCK
 FD1591'TRAVEL), CROSS CREEK,
 FD1591'FOLLOW MAIN ROAD PAST TWO SETS OF BUILDINGS TO
 FD1591'TRIPLE-NOTCH-BLAZED OAK TREE AT ROAD
 FD1591'FORKS ON RIDGE (1 MILE BEYOND
 FD1591'BUILDINGS), FOLLOW LEFT FORK, AND GO 350 FEET TO DIM
 FD1591'FORK TO RIGHT
 FD1591'AND STATION SITE.  STATION IS IN MIDDLE OF DIM ROAD LEADING LEFT FROM
 FD1591'MAIN ROAD, 315
 FD1591'FEET SOUTH-SOUTHEAST OF TRIPLE-NOTCH, BLAZED OAK TREE
 FD1591'AT ROAD FORK, 38 FEET SOUTHEAST
 FD1591'OF 18-INCH TRIANGLE-BLAZED HICKORY
 FD1591'TREE, 27 FEET SOUTHEAST OF 24-INCH
 FD1591'DOUBLE-TRIANGLE-BLAZED OAK TREE,
 FD1591'AND 20 FEET EAST OF MAIN WOODS ROAD.  SURFACE AND
 FD1591'UNDERGROUND MARKS
 FD1591'ARE STANDARD STATION DISKS IN CONCRETE.  SURFACE
 FD1591'MARK PROJECTS 6
 FD1591'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1591'STANDARD REFERENCE DISKS IN
 FD1591'CONCRETE, PROJECTING 6 INCHES
 FD1591'ABOVE GROUND.  NO 1 IS 75 FEET SOUTHWEST OF
 FD1591'BLAZED HICKORY TREE, 65
 FD1591'FEET WEST OF MAIN WOODS ROAD, AND 93.94 FEET FROM STATION
 FD1591'S 89 DEG 37 MIN W.
 FD1591'NO 2 IS 60 FEET NORTH-NORTHEAST OF BLAZED OAK TREE,
 FD1591'42 FEET NORTHEAST OF MAIN
 FD1591'WOODS ROAD, AND 96.90 FEET FROM STATION N 06 DEG 42 MIN E.
 FD1591'AZIMUTH MARK IS 36 FEET NORTH-NORTHWEST OF
 FD1591'10-INCH TRIPLE-NOTCH-BLAZED OAK TREE AT ROAD FORKS, 20 FEET
 FD1591'WEST OF MAIN
 FD1591'WOODS ROAD, AND ABOUT 350 FEET FROM STATION N 20 DEG W.
 FD1591
 FD1591                          STATION RECOVERY (1950)
 FD1591
 FD1591'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (PHE)
 FD1591'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS AND AZIMUTH
 FD1591'MARK WERE ALSO
 FD1591'RECOVERED IN GOOD CONDITION.
 FD1591'
 FD1591'STATION IS LOCATED 2.5 MILES SE OF HOUSTON.  THE DISK IS STAMPED
 FD1591'HOUSTON 1934.
 FD1591'
 FD1591'A STEEL POST IS SET 2 FEET NE OF THE MARK.
 FD1591
 FD1591                          STATION RECOVERY (1962)
 FD1591
 FD1591'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1591'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FD1591'AS DESCRIBED EXCEPT
 FD1591'THE REFERENCE MARK DISK USED AS THE AZIMUTH MARK ON
 FD1591'WHICH THE WORD AZIMUTH WAS STAMPED
 FD1591'AZIMUTH.  THE HORIZONTAL DISTANCES
 FD1591'WERE MEASURED BETWEEN THE REFERENCE MARKS AND THE
 FD1591'STATION AND WERE
 FD1591'FOUND TO CHECK THE 1934 MEASUREMENTS.
 FD1591
 FD1591                          STATION RECOVERY (1970)
 FD1591
 FD1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1591'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FD1591'CONDITION.  THE DISTANCE AND DIRECTION COMPARED FAVORABLY
 FD1591'WITH THE 1934 OBSERVATIONS.  DUE TO CHANGES IN THE ROAD
 FD1591'A NEW DESCRIPTION FOLLOWS--
 FD1591'
 FD1591'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SAVANNAH, 10
 FD1591'MILES SOUTHWEST OF WAYNESBORO, 2-1/2 MILES EAST-SOUTHWEST OF
 FD1591'HOUSTON AND ON PROPERTY OWNED BY MR. BILL HUGHES, COLLINWOOD,
 FD1591'TENNESSEE.
 FD1591'
 FD1591'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 64
 FD1591'AND STATE HIGHWAYS 69 AND 128 IN SAVANNAH, GO EAST ON U.S. HIGHWAY
 FD1591'64 FOR 15.9 MILES TO THE WAYNE-HARDIN COUNTY LINE.  CONTINUE ON
 FD1591'ON U.S. HIGHWAY 64 FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN
 FD1591'RIGHT AND GO EASTERLY ON WINDING ROAD FOR 3.05 MILES TO A SIDE
 FD1591'ROAD ON THE LEFT AND SIGN FIRE TOWER.  KEEP RIGHT FORK SOUTHERLY
 FD1591'DOWN HILL FOR 2.75 MILES TO A T-ROAD.  TURN LEFT AND GO
 FD1591'EASTERLY FOR 1.35 MILES TO A Y-FORK JUST AFTER PASSING A STORE
 FD1591'IN THE SMALL VILLAGE OF HOUSTON.  TAKE RIGHT FORK AND GO 0.35
 FD1591'MILE TO A BRIDGE OVER INDIAN CREEK.  CONTINUE SOUTHERLY ON
 FD1591'GRAVELED ROAD FOR 2.15 MILES TO A GATE ON THE LEFT JUST AFTER
 FD1591'PASSING FARM HOUSE.  TURN LEFT THROUGH GATE AND GO 0.1 MILE TO
 FD1591'A GATE.  CONTINUE EASTERLY ON FIELD ROAD FOR 0.2 MILE TO A
 FD1591'GATE.  CONTINUE ON THE FIELD ROAD, ROAD, BEARING LEFT AND GO 0.15
 FD1591'MILE TO A FORK.  KEEP LEFT FORK UP HILL AND GO 0.75 MILE TO
 FD1591'FORKS AND THE STATION.
 FD1591'
 FD1591'THE STATION MARK IS A STANDARD DISK, STAMPED HOUSTON 1934, SET
 FD1591'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1591'5 INCHES.  IT IS 26 FEET SOUTHEAST OF A 24 INCH TRIANGLE BLAZED
 FD1591'OAK TREE, 22 FEET SOUTH-SOUTHWEST OF A WOODS ROAD AND 3.0
 FD1591'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1591'
 FD1591'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOUSTON NO 1 1934,
 FD1591'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FD1591'PROJECTS 6 INCHES.  IT IS 96 FEET WEST OF THE METAL WITNESS
 FD1591'POST AND 88 FEET SOUTHWEST OF THE CENTER OF THE WOODS ROAD.
 FD1591'
 FD1591'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOUSTON NO 2 1934,
 FD1591'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1591'6 INCHES.  IT IS 98.7 FEET NORTH OF THE METAL WITNESS POST, 50
 FD1591'FEET NORTHEAST OF THE WOODS ROAD AND 6 FEET SOUTH-SOUTHEAST
 FD1591'OF A 15-INCH PINE TREE.
 FD1591'
 FD1591'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FD1591'HOUSTON AZIMUTH 1934, SET IN THE TOP OF A 12-INCH ROUND
 FD1591'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 21 FEET WEST
 FD1591'OF THE CENTER OF THE WOODS ROAD, 4.5 FEET EAST OF A 12-INCH
 FD1591'OAK TREE AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 FD1591'SIGN ATTACHED.
 FD1591'
 FD1591'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH-NORTHWEST
 FD1591'ON WOODS ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2573 ***********************************************************************
 GC2573  DESIGNATION -  HOUSTON
 GC2573  PID         -  GC2573
 GC2573  STATE/COUNTY-  TN/HOUSTON
 GC2573  USGS QUAD   -  ELLIS MILLS (1982)
 GC2573
 GC2573                         *CURRENT SURVEY CONTROL
 GC2573  ___________________________________________________________________
 GC2573* NAD 83(1995)-  36 20 21.42341(N)    087 33 51.44420(W)     ADJUSTED  
 GC2573* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2573  ___________________________________________________________________
 GC2573  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2573  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2573
 GC2573  HORZ ORDER  -  THIRD
 GC2573
 GC2573.The horizontal coordinates were established by classical geodetic methods
 GC2573.and adjusted by the National Geodetic Survey in April 1999..
 GC2573
 GC2573.The orthometric height was scaled from a topographic map.
 GC2573
 GC2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2573
 GC2573.The geoid height was determined by GEOID03.
 GC2573
 GC2573;                    North         East     Units Scale Factor Converg.
 GC2573;SPC TN       -   223,684.213   459,572.237   MT  0.99998719   -0 54 56.9
 GC2573;SPC TN       -   733,870.62  1,507,779.91   sFT  0.99998719   -0 54 56.9
 GC2573;UTM  16      - 4,021,728.877   449,360.372   MT  0.99963159   -0 20 03.8
 GC2573
 GC2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2573!SPC TN       -   0.99997445  x   0.99998719  =   0.99996165
 GC2573!UTM  16      -   0.99997445  x   0.99963159  =   0.99960605
 GC2573
 GC2573|---------------------------------------------------------------------|
 GC2573| PID    Reference Object                     Distance      Geod. Az  |
 GC2573|                                                           dddmmss.s |
 GC2573| CG6544 HOUSTON RM 1                         46.110 METERS 05809     |
 GC2573| GC2568 MARION                              APPROX.11.5 KM 1021717.8 |
 GC2573| CG6545 HOUSTON RM 2                         48.235 METERS 23822     |
 GC2573| CG6543 HOUSTON AZ MK                                      2510638.8 |
 GC2573|---------------------------------------------------------------------|
 GC2573
 GC2573                          SUPERSEDED SURVEY CONTROL
 GC2573
 GC2573  NAD 83(1995)-  36 20 21.42491(N)    087 33 51.44677(W) AD(       ) 3
 GC2573  NAD 83(1995)-  36 20 21.42678(N)    087 33 51.44847(W) AD(       ) 3
 GC2573  NAD 83(1986)-  36 20 21.43298(N)    087 33 51.44761(W) AD(       ) 3
 GC2573  NAD 27      -  36 20 21.23800(N)    087 33 51.39400(W) AD(       ) 3
 GC2573
 GC2573.Superseded values are not recommended for survey control.
 GC2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2573.See file dsdata.txt to determine how the superseded data were derived.
 GC2573
 GC2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4936021729(NAD 83)
 GC2573_MARKER: DS = TRIANGULATION STATION DISK
 GC2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2573_STAMPING: HOUSTON 1934
 GC2573_MARK LOGO: CGS   
 GC2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2573+STABILITY: SURFACE MOTION
 GC2573
 GC2573  HISTORY     - Date     Condition        Report By
 GC2573  HISTORY     - 1934     MONUMENTED       CGS
 GC2573  HISTORY     - 1953     GOOD             CGS
 GC2573
 GC2573                          STATION DESCRIPTION
 GC2573
 GC2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2573'ABOUT 1.5 MILES BY ROAD SOUTHWEST OF POINT WHERE STATE ROUTE 13
 GC2573'CROSSES YELLOW CREEK, NEAR COUNTY LINE, 112.5 FEET SOUTHWEST OF
 GC2573'WOODEN COUNTY-LINE MARKER, 33.6 FEET SOUTH FROM CENTER LINE OF STATE
 GC2573'ROUTE 13, AND 21.9 FEET FROM 16-INCH BLACK-OAK TREE. SURFACE AND
 GC2573'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2573'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2573'IN CONCRETE.  NO. 1 IS ON EDGE OF CULTIVATED FIELD, 42.0
 GC2573'FEET SOUTHEAST OF CENTER LINE OF ROAD, 33.3 FEET FROM
 GC2573'SOUTHEAST END OF CONCRETE CULVERT WALL, AND 151.28 FEET FROM STATION,
 GC2573'N 58 DEG 09 MIN E.  NO. 2 IS ON EDGE OF CULTIVATED FIELD, 6
 GC2573'FEET ABOVE AND 24.8 FEET SOUTHEAST OF CENTER LINE OF ROAD, AND
 GC2573'158.25 FEET FROM STATION, S 58 DEG 22 MIN W.  AZIMUTH MARK IS ON
 GC2573'EDGE OF WOODS, 6 FEET ABOVE AND AND 77.0 FEET FROM CENTER LINE
 GC2573'OF ROAD, 21.8 FEET FROM CENTER LINE OF OLD WOODS TRAIL, 19.4 FEET
 GC2573'FROM 14-INCH CHESTNUT TREE, AND 1,000 FEET FROM STATION,
 GC2573'S 71 DEG 06 MIN 38 SEC W.  JOHN HAGGIES HOUSE, EAST CHIMNEY, RIGHT
 GC2573'EDGE OF COLLAR, IS 270 FEET FROM STATION, N 66 DEG 37 MIN E.
 GC2573
 GC2573                          STATION RECOVERY (1953)
 GC2573
 GC2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2573'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2573'CONDITION. THE STATION MARK WAS USED AS AN AZIMUTH MARK FOR
 GC2573'TRIANGULATION STATION SHILOH, BUT WAS NOT OCCUPIED BY THIS PARTY.
 GC2573'
 GC2573'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 13,
 GC2573'WHICH IS ABOUT 1.0 MILE EAST OF ERIN, GO EAST ON HIGHWAY 13 FOR
 GC2573'6.35 MILES TO A GRAVEL ROAD LEFT. CONTINUE EAST ON HIGHWAY FOR 0.35
 GC2573'MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1593 ***********************************************************************
 FD1593  DESIGNATION -  HOUSTON RM A
 FD1593  PID         -  FD1593
 FD1593  STATE/COUNTY-  TN/WAYNE
 FD1593  USGS QUAD   -  MARTINS MILLS (1950)
 FD1593
 FD1593                         *CURRENT SURVEY CONTROL
 FD1593  ___________________________________________________________________
 FD1593* NAD 83(1995)-  35 13 08.55394(N)    087 52 56.85471(W)     ADJUSTED  
 FD1593* NAVD 88     -       267.4    (meters)     877.     (feet)  VERTCON   
 FD1593  ___________________________________________________________________
 FD1593  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FD1593  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1593
 FD1593  HORZ ORDER  -  FIRST
 FD1593
 FD1593.The horizontal coordinates were established by classical geodetic methods
 FD1593.and adjusted by the National Geodetic Survey in April 1999..
 FD1593
 FD1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1593
 FD1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1593
 FD1593.The geoid height was determined by GEOID03.
 FD1593
 FD1593;                    North         East     Units Scale Factor Converg.
 FD1593;SPC TN       -    99,918.235   428,622.515   MT  1.00000561   -1 06 07.4
 FD1593;SPC TN       -   327,815.08  1,406,239.03   sFT  1.00000561   -1 06 07.4
 FD1593;UTM  16      - 3,897,691.206   419,688.204   MT  0.99967949   -0 30 32.2
 FD1593
 FD1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1593!SPC TN       -   0.99996238  x   1.00000561  =   0.99996799
 FD1593!UTM  16      -   0.99996238  x   0.99967949  =   0.99964189
 FD1593
 FD1593:                Primary Azimuth Mark                     Grid Az
 FD1593:SPC TN       -  HASSELL RM 2                             027 17 01.5
 FD1593:UTM  16      -  HASSELL RM 2                             026 41 26.3
 FD1593
 FD1593|---------------------------------------------------------------------|
 FD1593| PID    Reference Object                     Distance      Geod. Az  |
 FD1593|                                                           dddmmss.s |
 FD1593| FD1605 HASSELL RM 2                        APPROX.15.0 KM 0261054.1 |
 FD1593| FD1591 HOUSTON                              26.369 METERS 12635     |
 FD1593| FE2245 OLIVE HILL ATT MW KYN               APPROX.16.3 KM 2653152.8 |
 FD1593| FD1612 HOLLAND RIM 11 LOT                  APPROX. 7.1 KM 3243302.5 |
 FD1593|---------------------------------------------------------------------|
 FD1593
 FD1593                          SUPERSEDED SURVEY CONTROL
 FD1593
 FD1593  NAD 83(1995)-  35 13 08.55748(N)    087 52 56.85563(W) AD(       ) 1
 FD1593  NAD 83(1995)-  35 13 08.55755(N)    087 52 56.85575(W) AD(       ) 1
 FD1593  NAD 83(1995)-  35 13 08.55979(N)    087 52 56.85414(W) AD(       ) 1
 FD1593  NAD 83(1986)-  35 13 08.56311(N)    087 52 56.85307(W) AD(       ) 1
 FD1593  NAD 27      -  35 13 08.27506(N)    087 52 56.74816(W) AD(       ) 1
 FD1593  NGVD 29 (07/19/86)  267.4    (m)          877.     (f) VERT ANG       
 FD1593
 FD1593.Superseded values are not recommended for survey control.
 FD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1593.See file dsdata.txt to determine how the superseded data were derived.
 FD1593
 FD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1968897691(NAD 83)
 FD1593_MARKER: DS = TRIANGULATION STATION DISK
 FD1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1593_MARK LOGO: CGS   
 FD1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1593+STABILITY: SURFACE MOTION
 FD1593
 FD1593  HISTORY     - Date     Condition        Report By
 FD1593  HISTORY     - 1970     MONUMENTED       CGS
 FD1593
 FD1593                          STATION DESCRIPTION
 FD1593
 FD1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1593'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SAVANNAH, 10
 FD1593'MILES SOUTHWEST OF WAYNESBORO, 2-1/2 MILES EAST-SOUTHEAST OF
 FD1593'HOUSTON AND ON PROPERTY OWNED BY MR. BILL HUGHES OF COLLINWOOD,
 FD1593'TENNESSEE.
 FD1593'
 FD1593'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 FD1593'DISK STAMPED HOUSTON RM A 1970, SET IN THE TOP OF A ROUND
 FD1593'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4
 FD1593'INCHES ABOVE THE GROUND SURFACE.  IT IS 89.5 FEET WEST OF A
 FD1593'METAL WITNESS POST WITH SIGN ATTACHED, 15 FEET SOUTH OF A 12-INCH
 FD1593'PINE TREE WITH A TRIANGULAR BLAZE AND 14 FEET NORTH OF A 12-INCH
 FD1593'OAK TREE WITH A TRIANGULAR BLAZE.
 FD1593'
 FD1593'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HOUSTON
 FD1593'1934, THE DIRECTION AND THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1284 ***********************************************************************
 FC1284  DESIGNATION -  HOWARD
 FC1284  PID         -  FC1284
 FC1284  STATE/COUNTY-  TN/HAMILTON
 FC1284  USGS QUAD   -  CHATTANOOGA (1976)
 FC1284
 FC1284                         *CURRENT SURVEY CONTROL
 FC1284  ___________________________________________________________________
 FC1284* NAD 83(1995)-  35 01 33.58953(N)    085 18 11.35795(W)     ADJUSTED  
 FC1284* NAVD 88     -       211.722  (meters)     694.62   (feet)  ADJUSTED  
 FC1284  ___________________________________________________________________
 FC1284  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FC1284  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1284  DYNAMIC HT  -         211.512 (meters)     693.94  (feet)  COMP
 FC1284  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1284
 FC1284  HORZ ORDER  -  SECOND
 FC1284  VERT ORDER  -  FIRST     CLASS II
 FC1284
 FC1284.The horizontal coordinates were established by classical geodetic methods
 FC1284.and adjusted by the National Geodetic Survey in April 1999..
 FC1284
 FC1284.The orthometric height was determined by differential leveling
 FC1284.and adjusted by the National Geodetic Survey in June 1991..
 FC1284
 FC1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1284
 FC1284.The geoid height was determined by GEOID03.
 FC1284
 FC1284.The dynamic height is computed by dividing the NAVD 88
 FC1284.geopotential number by the normal gravity value computed on the
 FC1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1284.degrees latitude (g = 980.6199 gals.).
 FC1284
 FC1284.The modeled gravity was interpolated from observed gravity values.
 FC1284
 FC1284;                    North         East     Units Scale Factor Converg.
 FC1284;SPC TN       -    77,078.823   663,596.036   MT  1.00004708   +0 24 28.7
 FC1284;SPC TN       -   252,882.77  2,177,147.99   sFT  1.00004708   +0 24 28.7
 FC1284;UTM  16      - 3,877,241.894   654,798.713   MT  0.99989533   +0 58 26.7
 FC1284
 FC1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1284!SPC TN       -   0.99997142  x   1.00004708  =   1.00001850
 FC1284!UTM  16      -   0.99997142  x   0.99989533  =   0.99986676
 FC1284
 FC1284|---------------------------------------------------------------------|
 FC1284| PID    Reference Object                     Distance      Geod. Az  |
 FC1284|                                                           dddmmss.s |
 FC1284| FC1283 HOWARD RM 1                          17.009 METERS 13335     |
 FC1284| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 3.8 KM 1940629.3 |
 FC1284| FC1286 L 245                                              2992849.9 |
 FC1284| FC1285 HOWARD RM 2                          17.378 METERS 30241     |
 FC1284| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 7.5 KM 3085858.4 |
 FC1284| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX.11.8 KM 3461737.8 |
 FC1284|---------------------------------------------------------------------|
 FC1284
 FC1284                          SUPERSEDED SURVEY CONTROL
 FC1284
 FC1284  NAD 83(1995)-  35 01 33.58996(N)    085 18 11.35800(W) AD(       ) 2
 FC1284  NAD 83(1995)-  35 01 33.58997(N)    085 18 11.36052(W) AD(       ) 2
 FC1284  NAD 83(1995)-  35 01 33.59067(N)    085 18 11.35844(W) AD(       ) 2
 FC1284  NAD 83(1986)-  35 01 33.59091(N)    085 18 11.35812(W) AD(       ) 2
 FC1284  NAD 27      -  35 01 33.32490(N)    085 18 11.51200(W) AD(       ) 2
 FC1284  NGVD 29 (??/??/92)  211.753  (m)          694.73   (f) ADJ UNCH    1 2
 FC1284
 FC1284.Superseded values are not recommended for survey control.
 FC1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1284.See file dsdata.txt to determine how the superseded data were derived.
 FC1284
 FC1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5479977242(NAD 83)
 FC1284_MARKER: DE = TRAVERSE STATION DISK
 FC1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1284_STAMPING: HOWARD 1961
 FC1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1284+STABILITY: SURFACE MOTION
 FC1284
 FC1284  HISTORY     - Date     Condition        Report By
 FC1284  HISTORY     - 1961     MONUMENTED       CGS
 FC1284  HISTORY     - 1962     GOOD             NGS
 FC1284  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1284
 FC1284                          STATION DESCRIPTION
 FC1284
 FC1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1284'THE STATION IS LOCATED SOUTH OF THE MAIN BUSINESS DISTRICT IN
 FC1284'CHATTANOOGA. IT IS ABOUT 0.25 MILE NORTHWEST OF HOWARD HIGH
 FC1284'SCHOOL AND IS ON THE RIGHT-OF-WAY OF THE NEW INTERSTATE HIGHWAY.
 FC1284'
 FC1284'TO REACH THE STATION FROM THE INTERSECTION OF EAST 23RD STREET AND
 FC1284'ROSSVILLE BOULEVARD, GO NORTHWEST ON U.S. HIGHWAY 41 CITY BYPASS
 FC1284'FOR 0.35 MILE TO THE STATION ON THE RIGHT JUST AFTER CROSSING
 FC1284'RAILROAD OVERPASS.
 FC1284'
 FC1284'THE STATION MARK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 FC1284'GROUND. IT IS 57.4 FEET SOUTHEAST OF A METAL LIGHT POLE, 54.0 FEET
 FC1284'NORTHWEST OF THE NORTHWEST END OF THE OVERPASS, 30.0 FEET NORTHEAST
 FC1284'OF THE APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE AND
 FC1284'3.0 FEET SOUTHWEST OF EDGE OF HIGHWAY RIGHT-OF-WAY FILL. IT IS A
 FC1284'STANDARD TRAVERSE DISK STAMPED HOWARD 1961.
 FC1284'
 FC1284'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILLED HOLE IN THE SIDEWALK IN
 FC1284'THE NORTHWEST END OF THE OVERPASS. IT IS 28.0 FEET NORTHEAST OF
 FC1284'THE APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE. IT IS A
 FC1284'STANDARD DISK STAMPED HOWARD NO 1 1961.
 FC1284'
 FC1284'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILLED HOLE IN THE CONCRETE
 FC1284'BASE OF A METAL LIGHT POLE. IT IS 29.0 FEET NORTHEAST OF THE
 FC1284'APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE. IT IS A
 FC1284'STANDARD DISK STAMPED HOWARD NO 2 1961.
 FC1284'
 FC1284'TO REACH THE BENCH MARK L 245 1961 FROM THE STATION, CONTINUE
 FC1284'NORTHWEST ON THE INTERSTATE HIGHWAY FOR 0.4 MILE TO THE OVERPASS
 FC1284'OVER BROAD STREET AND THE BENCH MARK ON THE RIGHT IN THE SIDEWALK AT
 FC1284'THE SOUTHEAST END OF THE OVERPASS.
 FC1284'
 FC1284'THE BENCH MARK IS CEMENTED IN A DRILLED HOLE IN THE SIDEWALK, 39.0
 FC1284'FEET EAST OF THE APPROXIMATE CENTER OF THE INTERSTATE HIGHWAY
 FC1284'OVERPASS, 1 FOOT EAST OF THE WEST SIDE OF SIDEWALK AND 1 FOOT
 FC1284'NORTHWEST OF THE SOUTHEAST END OF THE OVERPASS.  IT IS A STANDARD C
 FC1284'AND GS BENCH MARK DISK AND IS STAMPED L 245 1961. THE BENCH MARK WILL
 FC1284'SERVE AS AN AZIMUTH.
 FC1284'
 FC1284'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 FC1284
 FC1284                          STATION RECOVERY (1962)
 FC1284
 FC1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1284'AT CHATTANOOGA.
 FC1284'FROM THE BRIDGE ON INTERSTATE HIGHWAY 75 OVER BROAD STREET
 FC1284'IN CHATTANOOGA GO SOUTHEAST ON INTERSTATE HIGHWAY 75 FOR 0.85
 FC1284'MILES TO THE HIGHWAY BRIDGE OVER THE JUNCTION OF THE SOUTHERN
 FC1284'RAILROAD AND THE CENTRAL OF GEORGIA RAILROAD AND THE MARK
 FC1284'ON THE LEFT, 57.4 FEET SOUTHEAST OF A METAL LIGHT POLE, 54 FEET
 FC1284'NORTHWEST OF THE NORTHWEST END OF THE BRIDGE, 30 FEET NORTHEAST
 FC1284'OF THE NORTHWEST BOUND LANE, AND 3 FEET SOUTHEAST OF THE NORTHEAST
 FC1284'EDGE OF THE BRIDGE FILL.  A STANDARD DISK SET IN THE TOP OF A
 FC1284'CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH THE HIGHWAY.
 FC1284
 FC1284                          STATION RECOVERY (1983)
 FC1284
 FC1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1284'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1945 ***********************************************************************
 GC1945  DESIGNATION -  HOWARD RESET
 GC1945  PID         -  GC1945
 GC1945  STATE/COUNTY-  TN/DAVIDSON
 GC1945  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1945
 GC1945                         *CURRENT SURVEY CONTROL
 GC1945  ___________________________________________________________________
 GC1945* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC1945* NAVD 88     -       158.69   (meters)     520.6    (feet)  RESET     
 GC1945  ___________________________________________________________________
 GC1945  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1945
 GC1945  VERT ORDER  -  THIRD
 GC1945
 GC1945.The horizontal coordinates were scaled from a topographic map and have
 GC1945.an estimated accuracy of +/- 6 seconds.
 GC1945
 GC1945.The orthometric height was computed from unverified reset data.
 GC1945.No vertical observational check was made to the station.
 GC1945
 GC1945.The geoid height was determined by GEOID03.
 GC1945
 GC1945;                    North         East    Units  Estimated Accuracy
 GC1945;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC1945
 GC1945                          SUPERSEDED SURVEY CONTROL
 GC1945
 GC1945  NGVD 29 (10/12/01)  158.72   (m)          520.7    (f) RESET       3  
 GC1945
 GC1945.Superseded values are not recommended for survey control.
 GC1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1945.See file dsdata.txt to determine how the superseded data were derived.
 GC1945
 GC1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC1945_MARKER: DS = TRIANGULATION STATION DISK
 GC1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1945_STAMPING: HOWARD 1959 1975
 GC1945_MARK LOGO: NGS   
 GC1945_PROJECTION: FLUSH
 GC1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1945+STABILITY: SURFACE MOTION
 GC1945
 GC1945  HISTORY     - Date     Condition        Report By
 GC1945  HISTORY     - 1975     MONUMENTED       NGS
 GC1945
 GC1945                          STATION DESCRIPTION
 GC1945
 GC1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC1945'IN NASHVILLE.
 GC1945'SOUTHEAST OF THE METRO OFFICE BUILDINGS, JUST SOUTH OF THE CHILDRENS
 GC1945'MUSEUM, IN A PAVED PARKING LOT, 99 FEET NORTH OF THE CENTERLINE OF
 GC1945'LINDSLEY AVENUE, 104 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 GC1945'BRICK BUILDING, 68 FEET NORTH OF THE CENTER OF A ROCK WALL,96
 GC1945'FEET EAST OF THE EAST WALL OF THE BRICK BUILDING, 72 FEET NORTHWEST
 GC1945'OF A 24-INCH TREE, AND 75 FEET SOUTHEAST OF A WOODEN LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1283 ***********************************************************************
 FC1283  DESIGNATION -  HOWARD RM 1
 FC1283  PID         -  FC1283
 FC1283  STATE/COUNTY-  TN/HAMILTON
 FC1283  USGS QUAD   -  CHATTANOOGA (1976)
 FC1283
 FC1283                         *CURRENT SURVEY CONTROL
 FC1283  ___________________________________________________________________
 FC1283* NAD 83(1986)-  35 01 33.     (N)    085 18 11.     (W)     SCALED    
 FC1283* NAVD 88     -       211.969  (meters)     695.43   (feet)  ADJUSTED  
 FC1283  ___________________________________________________________________
 FC1283  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1283  DYNAMIC HT  -         211.759 (meters)     694.75  (feet)  COMP
 FC1283  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1283
 FC1283  VERT ORDER  -  FIRST     CLASS II
 FC1283
 FC1283.The horizontal coordinates were scaled from a topographic map and have
 FC1283.an estimated accuracy of +/- 6 seconds.
 FC1283
 FC1283.The orthometric height was determined by differential leveling
 FC1283.and adjusted by the National Geodetic Survey in June 1991..
 FC1283.WARNING-Repeat measurements at this control monument indicate possible
 FC1283.vertical movement.
 FC1283
 FC1283.The geoid height was determined by GEOID03.
 FC1283
 FC1283.The dynamic height is computed by dividing the NAVD 88
 FC1283.geopotential number by the normal gravity value computed on the
 FC1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1283.degrees latitude (g = 980.6199 gals.).
 FC1283
 FC1283.The modeled gravity was interpolated from observed gravity values.
 FC1283
 FC1283;                    North         East    Units  Estimated Accuracy
 FC1283;SPC TN       -    77,060.      663,610.      MT  (+/- 180 meters Scaled)
 FC1283
 FC1283                          SUPERSEDED SURVEY CONTROL
 FC1283
 FC1283  NGVD 29 (??/??/92)  212.001  (m)          695.54   (f) ADJ UNCH    1 2
 FC1283
 FC1283.Superseded values are not recommended for survey control.
 FC1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1283.See file dsdata.txt to determine how the superseded data were derived.
 FC1283
 FC1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548772(NAD 83)
 FC1283_MARKER: DR = REFERENCE MARK DISK
 FC1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1283_SP_SET: BRIDGE
 FC1283_STAMPING: HOWARD NO 1 1961
 FC1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1283
 FC1283  HISTORY     - Date     Condition        Report By
 FC1283  HISTORY     - 1961     MONUMENTED       CGS
 FC1283  HISTORY     - 1962     GOOD             NGS
 FC1283  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1283
 FC1283                          STATION DESCRIPTION
 FC1283
 FC1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1283'AT CHATTANOOGA.
 FC1283'THIS MARK IS LOCATED AT THE HOWARD 1961 STATION SITE, CEMENTED
 FC1283'IN A DRILLED HOLE IN THE NORTHWEST END OF THE NORTHEAST SIDEWALK
 FC1283'OF A BRIDGE ON THE NORTHWEST BOUND LANE, 113.1 FEET SOUTHEAST
 FC1283'OF R.M. NO. 2, 56.1 FEET SOUTHEAST OF THE STATION MARK, 28
 FC1283'FEET NORTHEAST OF THE NORTHWEST BOUND LANE AND 6 INCHES ABOVE
 FC1283'THE ROAD LEVEL.
 FC1283
 FC1283                          STATION RECOVERY (1983)
 FC1283
 FC1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1283'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0650 ***********************************************************************
 GC0650  DESIGNATION -  HOWARD RM 1
 GC0650  PID         -  GC0650
 GC0650  STATE/COUNTY-  TN/DAVIDSON
 GC0650  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0650
 GC0650                         *CURRENT SURVEY CONTROL
 GC0650  ___________________________________________________________________
 GC0650* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC0650* NAVD 88     -       157.999  (meters)     518.37   (feet)  ADJUSTED  
 GC0650  ___________________________________________________________________
 GC0650  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0650  DYNAMIC HT  -         157.864 (meters)     517.93  (feet)  COMP
 GC0650  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GC0650
 GC0650  VERT ORDER  -  SECOND    CLASS 0
 GC0650
 GC0650.The horizontal coordinates were scaled from a topographic map and have
 GC0650.an estimated accuracy of +/- 6 seconds.
 GC0650
 GC0650.The orthometric height was determined by differential leveling
 GC0650.and adjusted by the National Geodetic Survey in June 1991..
 GC0650
 GC0650.The geoid height was determined by GEOID03.
 GC0650
 GC0650.The dynamic height is computed by dividing the NAVD 88
 GC0650.geopotential number by the normal gravity value computed on the
 GC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0650.degrees latitude (g = 980.6199 gals.).
 GC0650
 GC0650.The modeled gravity was interpolated from observed gravity values.
 GC0650
 GC0650;                    North         East    Units  Estimated Accuracy
 GC0650;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC0650
 GC0650                          SUPERSEDED SURVEY CONTROL
 GC0650
 GC0650  NGVD 29 (??/??/92)  158.020  (m)          518.44   (f) ADJ UNCH    2 0
 GC0650
 GC0650.Superseded values are not recommended for survey control.
 GC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0650.See file dsdata.txt to determine how the superseded data were derived.
 GC0650
 GC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC0650_MARKER: DR = REFERENCE MARK DISK
 GC0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0650_STAMPING: HOWARD NO 1 1959
 GC0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0650+STABILITY: SURFACE MOTION
 GC0650
 GC0650  HISTORY     - Date     Condition        Report By
 GC0650  HISTORY     - 1959     MONUMENTED       CGS
 GC0650  HISTORY     - 1960     GOOD             NGS
 GC0650  HISTORY     - 1975     MARK NOT FOUND   USGS
 GC0650
 GC0650                          STATION DESCRIPTION
 GC0650
 GC0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0650'AT NASHVILLE.
 GC0650'THIS MARK IS LOCATED AT THE HOWARD 1959 STATION SITE, 93.3 FT.
 GC0650'SOUTHWEST OF THE STATION MARK, 29 FT. NORTH OF THE CENTER OF
 GC0650'AN IRON GATE, 24 FT. NORTHWEST OF A SIGN UNIVERSITY OF NASHVILLE
 GC0650'TENNESSEE HISTORICAL COMMISSION AND 8 INCHES EAST OF AN IRON
 GC0650'POST, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 GC0650'OF THE GROUND.
 GC0650
 GC0650                          STATION RECOVERY (1975)
 GC0650
 GC0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GC0650'THE MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 GC0650'CONSTRUCTION OF A NEW OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1285 ***********************************************************************
 FC1285  DESIGNATION -  HOWARD RM 2
 FC1285  PID         -  FC1285
 FC1285  STATE/COUNTY-  TN/HAMILTON
 FC1285  USGS QUAD   -  CHATTANOOGA (1976)
 FC1285
 FC1285                         *CURRENT SURVEY CONTROL
 FC1285  ___________________________________________________________________
 FC1285* NAD 83(1986)-  35 01 33.     (N)    085 18 11.     (W)     SCALED    
 FC1285* NAVD 88     -       211.477  (meters)     693.82   (feet)  ADJUSTED  
 FC1285  ___________________________________________________________________
 FC1285  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1285  DYNAMIC HT  -         211.267 (meters)     693.13  (feet)  COMP
 FC1285  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1285
 FC1285  VERT ORDER  -  SECOND    CLASS 0
 FC1285
 FC1285.The horizontal coordinates were scaled from a topographic map and have
 FC1285.an estimated accuracy of +/- 6 seconds.
 FC1285
 FC1285.The orthometric height was determined by differential leveling
 FC1285.and adjusted by the National Geodetic Survey in June 1991..
 FC1285
 FC1285.The geoid height was determined by GEOID03.
 FC1285
 FC1285.The dynamic height is computed by dividing the NAVD 88
 FC1285.geopotential number by the normal gravity value computed on the
 FC1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1285.degrees latitude (g = 980.6199 gals.).
 FC1285
 FC1285.The modeled gravity was interpolated from observed gravity values.
 FC1285
 FC1285;                    North         East    Units  Estimated Accuracy
 FC1285;SPC TN       -    77,060.      663,610.      MT  (+/- 180 meters Scaled)
 FC1285
 FC1285                          SUPERSEDED SURVEY CONTROL
 FC1285
 FC1285  NGVD 29 (??/??/92)  211.508  (m)          693.92   (f) ADJ UNCH    2 0
 FC1285
 FC1285.Superseded values are not recommended for survey control.
 FC1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1285.See file dsdata.txt to determine how the superseded data were derived.
 FC1285
 FC1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548772(NAD 83)
 FC1285_MARKER: DR = REFERENCE MARK DISK
 FC1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1285_SP_SET: BASE LIGHT POLE
 FC1285_STAMPING: HOWARD NO 2 1961
 FC1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1285
 FC1285  HISTORY     - Date     Condition        Report By
 FC1285  HISTORY     - 1961     MONUMENTED       CGS
 FC1285  HISTORY     - 1962     GOOD             NGS
 FC1285  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1285
 FC1285                          STATION DESCRIPTION
 FC1285
 FC1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1285'AT CHATTANOOGA.
 FC1285'THIS MARK IS LOCATED AT THE HOWARD 1961 STATION SITE, CEMENTED
 FC1285'IN A DRILLED HOLE IN THE BASE OF A LIGHT POLE, 113.1 FEET NORTHWEST
 FC1285'OF R.M. NO. 1, 57 FEET NORTHWEST OF THE STATION MARK, AND 29
 FC1285'FEET NORTHEAST OF THE NORTHWEST BOUND LANE.  A STANDARD REFERENCE
 FC1285'MARK DISK ABOUT LEVEL WITH THE ROAD.
 FC1285
 FC1285                          STATION RECOVERY (1983)
 FC1285
 FC1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1285'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1946 ***********************************************************************
 GC1946  DESIGNATION -  HOWARD RM 3
 GC1946  PID         -  GC1946
 GC1946  STATE/COUNTY-  TN/DAVIDSON
 GC1946  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1946
 GC1946                         *CURRENT SURVEY CONTROL
 GC1946  ___________________________________________________________________
 GC1946* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC1946* NAVD 88     -       158.38   (meters)     519.6    (feet)  RESET     
 GC1946  ___________________________________________________________________
 GC1946  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1946
 GC1946  VERT ORDER  -  THIRD
 GC1946
 GC1946.The horizontal coordinates were scaled from a topographic map and have
 GC1946.an estimated accuracy of +/- 6 seconds.
 GC1946
 GC1946.The orthometric height was computed from unverified reset data.
 GC1946.No vertical observational check was made to the station.
 GC1946
 GC1946.The geoid height was determined by GEOID03.
 GC1946
 GC1946;                    North         East    Units  Estimated Accuracy
 GC1946;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC1946
 GC1946                          SUPERSEDED SURVEY CONTROL
 GC1946
 GC1946  NGVD 29 (10/12/01)  158.40   (m)          519.7    (f) RESET       3  
 GC1946
 GC1946.Superseded values are not recommended for survey control.
 GC1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1946.See file dsdata.txt to determine how the superseded data were derived.
 GC1946
 GC1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC1946_MARKER: DR = REFERENCE MARK DISK
 GC1946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC1946_SP_SET: ROCKWALL
 GC1946_STAMPING: HOWARD 1959 NO 3 1975
 GC1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1946
 GC1946  HISTORY     - Date     Condition        Report By
 GC1946  HISTORY     - 1975     MONUMENTED       NGS
 GC1946
 GC1946                          STATION DESCRIPTION
 GC1946
 GC1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC1946'IN NASHVILLE.
 GC1946'LOCATED JUST SOUTHEAST OF THE METRO OFFICE BUILDINGS, JUST SOUTH
 GC1946'OF THE CHILDRENS MUSEUM, IN THE TOP AND CENTER OF A ROCK WALL, 5
 GC1946'FEET SOUTHWEST OF A HISTORICAL MARKER SIGN, 32 FEET NORTH OF THE
 GC1946'CENTERLINE OF LINDSLEY AVNEUE AND 58 FEET EAST OF THE CENTERLINE
 GC1946'OF DRIVEWAY TO PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1947 ***********************************************************************
 GC1947  DESIGNATION -  HOWARD RM 4
 GC1947  PID         -  GC1947
 GC1947  STATE/COUNTY-  TN/DAVIDSON
 GC1947  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1947
 GC1947                         *CURRENT SURVEY CONTROL
 GC1947  ___________________________________________________________________
 GC1947* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC1947* NAVD 88     -       157.91   (meters)     518.1    (feet)  RESET     
 GC1947  ___________________________________________________________________
 GC1947  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1947
 GC1947  VERT ORDER  -  THIRD
 GC1947
 GC1947.The horizontal coordinates were scaled from a topographic map and have
 GC1947.an estimated accuracy of +/- 6 seconds.
 GC1947
 GC1947.The orthometric height was computed from unverified reset data.
 GC1947.No vertical observational check was made to the station.
 GC1947
 GC1947.The geoid height was determined by GEOID03.
 GC1947
 GC1947;                    North         East    Units  Estimated Accuracy
 GC1947;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC1947
 GC1947                          SUPERSEDED SURVEY CONTROL
 GC1947
 GC1947  NGVD 29 (10/12/01)  157.93   (m)          518.1    (f) RESET       3  
 GC1947
 GC1947.Superseded values are not recommended for survey control.
 GC1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1947.See file dsdata.txt to determine how the superseded data were derived.
 GC1947
 GC1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC1947_MARKER: DR = REFERENCE MARK DISK
 GC1947_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC1947_SP_SET: CURB
 GC1947_STAMPING: HOWARD 1959 NO 4 1975
 GC1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1947
 GC1947  HISTORY     - Date     Condition        Report By
 GC1947  HISTORY     - 1975     MONUMENTED       NGS
 GC1947
 GC1947                          STATION DESCRIPTION
 GC1947
 GC1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC1947'IN NASHVILLE.
 GC1947'LOCATED JUST SOUTHEAST OF THE METRO OFFICE BUILDINGS, JUST SOUTH OF
 GC1947'THE CHILDRENS MUSEUM, IN THE TOP OF CONCRETE CURBING, 1 FOOT NORTH
 GC1947'OF THE SOUTH END OF THE CURB, 1 FOOT NORTHEAST OF THE SOUTHEAST
 GC1947'CORNER OF BRICK BUILDING, 53 FEET NORTH OF THE CENTERLINE OF
 GC1947'LINDSLEY AVENUE AND 30 FEET WEST OF THE CENTERLINE OF DRIVEWAY TO
 GC1947'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2294 ***********************************************************************
 FE2294  DESIGNATION -  HOWLEY
 FE2294  PID         -  FE2294
 FE2294  STATE/COUNTY-  TN/CARROLL
 FE2294  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2294
 FE2294                         *CURRENT SURVEY CONTROL
 FE2294  ___________________________________________________________________
 FE2294* NAD 83(1995)-  35 52 59.08310(N)    088 32 22.64650(W)     ADJUSTED  
 FE2294* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 FE2294  ___________________________________________________________________
 FE2294  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2294  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2294
 FE2294  HORZ ORDER  -  SECOND
 FE2294
 FE2294.The horizontal coordinates were established by classical geodetic methods
 FE2294.and adjusted by the National Geodetic Survey in April 1999..
 FE2294
 FE2294.The orthometric height was scaled from a topographic map.
 FE2294
 FE2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2294
 FE2294.The geoid height was determined by GEOID03.
 FE2294
 FE2294;                    North         East     Units Scale Factor Converg.
 FE2294;SPC TN       -   174,917.780   370,718.089   MT  0.99994877   -1 29 12.5
 FE2294;SPC TN       -   573,876.08  1,216,264.26   sFT  0.99994877   -1 29 12.5
 FE2294;UTM  16      - 3,972,074.873   361,027.527   MT  0.99983798   -0 54 09.2
 FE2294
 FE2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2294!SPC TN       -   0.99997604  x   0.99994877  =   0.99992481
 FE2294!UTM  16      -   0.99997604  x   0.99983798  =   0.99981402
 FE2294
 FE2294:                Primary Azimuth Mark                     Grid Az
 FE2294:SPC TN       -  ANDERSON                                 052 04 35.4
 FE2294:UTM  16      -  ANDERSON                                 051 29 32.1
 FE2294
 FE2294|---------------------------------------------------------------------|
 FE2294| PID    Reference Object                     Distance      Geod. Az  |
 FE2294|                                                           dddmmss.s |
 FE2294| FE2234 ANDERSON                            APPROX. 7.0 KM 0503522.9 |
 FE2294| CG3511 HOWLEY AZ MK                                       2111810.9 |
 FE2294| CG3514 HOWLEY RM 1                          41.575 METERS 21325     |
 FE2294| CG3515 HOWLEY RM 2                          28.045 METERS 28551     |
 FE2294| CG3512 HOWLEY AZ MK 2                                     2911000.4 |
 FE2294| FE2295 HOWLEY RM 3                          25.210 METERS 31922     |
 FE2294|---------------------------------------------------------------------|
 FE2294
 FE2294                          SUPERSEDED SURVEY CONTROL
 FE2294
 FE2294  NAD 83(1995)-  35 52 59.08597(N)    088 32 22.65237(W) AD(       ) 2
 FE2294  NAD 83(1986)-  35 52 59.09415(N)    088 32 22.64689(W) AD(       ) 2
 FE2294  NAD 27      -  35 52 58.86500(N)    088 32 22.45900(W) AD(       ) 2
 FE2294
 FE2294.Superseded values are not recommended for survey control.
 FE2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2294.See file dsdata.txt to determine how the superseded data were derived.
 FE2294
 FE2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6102872075(NAD 83)
 FE2294_MARKER: DS = TRIANGULATION STATION DISK
 FE2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2294
 FE2294  HISTORY     - Date     Condition        Report By
 FE2294  HISTORY     - 1934     MONUMENTED       CGS
 FE2294  HISTORY     - 1958     GOOD             CGS
 FE2294
 FE2294                          STATION DESCRIPTION
 FE2294
 FE2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2294'ABOUT 10 MILES SOUTHWEST OF HUNTINGDON, ABOUT 2.5 MILES NORTH OF
 FE2294'CEDAR GROVE, ON PROPERTY OF W. T. HOWLEY, AT REAR OF MR.
 FE2294'HOWLEYS STORE, NEAR FENCE LINE, 15 FEET NORTHEAST OF NORTHEAST CORNER
 FE2294'OF SMALL SHED, 55.1 FEET EAST OF NORTHEAST CORNER OF
 FE2294'STORE, AND 132 FEET SOUTH-SOUTHEAST OF CENTER LINE OF U. S. ROUTE 70.
 FE2294'TO REACH FROM JUNCTION OF U. S. ROUTE 70 AND STATE ROUTE 104 AT
 FE2294'CEDAR GROVE, GO NORTH 2.5 MILES ON ROUTE 70 TO MR. HOWLEYS STORE.
 FE2294'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FE2294'MARKS IN CONCRETE.  UPPER MARK PROJECTS 1
 FE2294'INCH ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2294'DISKS IN CONCRETE. NO. 1 IS AT WESTERN EDGE OF
 FE2294'GARDEN, ABOUT 75 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF STORE,
 FE2294'AND 136.40 FEET FROM STATION S 33 DEG 25 MIN W. NO. 2
 FE2294'IS 3 FEET NORTH OF NORTHWEST CORNER OF STORE, 23 FEET SOUTH OF
 FE2294'20-INCH BLACK-OAK TREE, AND 92.01 FEET FROM STATION
 FE2294'AZIMUTH MARK IS IN RIGHT-OF-WAY OF U. S.
 FE2294'ROUTE 70, 24 FEET EAST OF CENTER LINE OF HIGHWAY, 14 FEET
 FE2294'NORTHWEST OF SMALL ELM TREE, AND 0.3 MILE FROM STATION
 FE2294'S 31 DEG 18 MIN W.
 FE2294
 FE2294                          STATION RECOVERY (1958)
 FE2294
 FE2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2294'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FE2294'THE LINES FROM THE STATION MARK TO THE AZIMUTH MARK AND
 FE2294'REFERENCE MARK 1 ARE OBSTRUCTED BY A HOUSE. A TOWER COULD NOT BE
 FE2294'BUILT OVER THE STATION MARK SO REFERENCE MARK 3 WAS
 FE2294'ESTABLISHED AND USED AS A NEW STATION. A NO. 2 AZIMUTH MARK WAS
 FE2294'ESTABLISHED. A COMPLETE NEW DESCRIPTION FOLLOWS-
 FE2294'
 FE2294'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF HUNTINGDON AND
 FE2294'ABOUT 2-1/2 MILES NORTHEAST OF CEDAR GROVE ON PROPERTY OWNED
 FE2294'BY JOE HOWARD. IT IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FE2294'FRAME HOUSE AND 24 FEET EAST OF A BOARD FENCE. THE MARK
 FE2294'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY 1934.
 FE2294'
 FE2294'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70 AND 70 A
 FE2294'AT THE SOUTHWEST EDGE OF HUNTINGDON, GO SOUTHWEST ON
 FE2294'HIGHWAY 70 FOR 10.5 MILES TO THE STATION ON THE LEFT.
 FE2294'
 FE2294'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST ON THE
 FE2294'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FE2294'
 FE2294'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION, GO WEST ON A DIRT ROAD
 FE2294'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE2294'
 FE2294'REFERENCE MARK 1 IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2294'HOUSE AND 37 FEET WEST OF A T-FENCE CORNER.  THE MARK
 FE2294'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY NO 1 1934
 FE2294'
 FE2294'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 FE2294'HOUSE. THE MARK PROJECTS ABOUT 16 INCHES AND THE DISK IS
 FE2294'STAMPED HOWLEY NO 2 1934.
 FE2294'
 FE2294'REFERENCE MARK 3 IS 54 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2294'70, 53 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE
 FE2294'AND 10 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND
 FE2294'THE DISK IS STAMPED HOWLEY NO 3 1934.
 FE2294'
 FE2294'THE AZIMUTH MARK IS 25 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2294'70. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FE2294'HOWLEY 1934 AZI.
 FE2294'
 FE2294'AZIMUTH MARK NO. 2 IS 96 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 FE2294'HOUSE, 88 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD AND 1
 FE2294'FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 FE2294'DISK IS STAMPED HOWLEY 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2295 ***********************************************************************
 FE2295  DESIGNATION -  HOWLEY RM 3
 FE2295  PID         -  FE2295
 FE2295  STATE/COUNTY-  TN/CARROLL
 FE2295  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2295
 FE2295                         *CURRENT SURVEY CONTROL
 FE2295  ___________________________________________________________________
 FE2295* NAD 83(1995)-  35 52 59.70383(N)    088 32 23.30102(W)     ADJUSTED  
 FE2295* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 FE2295  ___________________________________________________________________
 FE2295  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2295  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2295
 FE2295  HORZ ORDER  -  SECOND
 FE2295
 FE2295.The horizontal coordinates were established by classical geodetic methods
 FE2295.and adjusted by the National Geodetic Survey in April 1999..
 FE2295
 FE2295.The orthometric height was scaled from a topographic map.
 FE2295
 FE2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2295
 FE2295.The geoid height was determined by GEOID03.
 FE2295
 FE2295;                    North         East     Units Scale Factor Converg.
 FE2295;SPC TN       -   174,937.330   370,702.175   MT  0.99994877   -1 29 12.9
 FE2295;SPC TN       -   573,940.22  1,216,212.05   sFT  0.99994877   -1 29 12.9
 FE2295;UTM  16      - 3,972,094.258   361,011.416   MT  0.99983804   -0 54 09.6
 FE2295
 FE2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2295!SPC TN       -   0.99997604  x   0.99994877  =   0.99992481
 FE2295!UTM  16      -   0.99997604  x   0.99983804  =   0.99981408
 FE2295
 FE2295:                Primary Azimuth Mark                     Grid Az
 FE2295:SPC TN       -  HUNTINGDON RAD STA KIC 359 MST           038 51 13.6
 FE2295:UTM  16      -  HUNTINGDON RAD STA KIC 359 MST           038 16 10.3
 FE2295
 FE2295|---------------------------------------------------------------------|
 FE2295| PID    Reference Object                     Distance      Geod. Az  |
 FE2295|                                                           dddmmss.s |
 FE2295| FE2236 HUNTINGDON RAD STA KIC 359 MST      APPROX.15.7 KM 0372200.7 |
 FE2295| FE2237 LEACH LOT                           APPROX. 6.3 KM 0582136.5 |
 FE2295| FE2294 HOWLEY                               25.210 METERS 13922     |
 FE2295| CG3514 HOWLEY RM 1                          41.587 METERS 18653     |
 FE2295| CG3511 HOWLEY AZ MK                                       2083659.6 |
 FE2295| FE2299 WILLIAMSON                          APPROX.10.1 KM 2121836.6 |
 FE2295| CG3515 HOWLEY RM 2                          15.602 METERS 22236     |
 FE2295| CG3512 HOWLEY AZ MK 2                                     2851222.2 |
 FE2295|---------------------------------------------------------------------|
 FE2295
 FE2295                          SUPERSEDED SURVEY CONTROL
 FE2295
 FE2295  NAD 83(1995)-  35 52 59.70670(N)    088 32 23.30688(W) AD(       ) 2
 FE2295  NAD 83(1986)-  35 52 59.71470(N)    088 32 23.30121(W) AD(       ) 2
 FE2295  NAD 27      -  35 52 59.48600(N)    088 32 23.11400(W) AD(       ) 2
 FE2295
 FE2295.Superseded values are not recommended for survey control.
 FE2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2295.See file dsdata.txt to determine how the superseded data were derived.
 FE2295
 FE2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6101172094(NAD 83)
 FE2295_MARKER: DR = REFERENCE MARK DISK
 FE2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2295
 FE2295  HISTORY     - Date     Condition        Report By
 FE2295  HISTORY     - 1958     MONUMENTED       CGS
 FE2295
 FE2295                          STATION DESCRIPTION
 FE2295
 FE2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2295'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF HUNTINGDON AND
 FE2295'ABOUT 2-1/2 MILES NORTHEAST OF CEDAR GROVE ON PROPERTY OWNED
 FE2295'BY JOE HOWARD. IT IS 54 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE2295'HIGHWAY 70, 53 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 FE2295'FRAME HOUSE AND 10 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK
 FE2295'IS FLUSH AND THE DISK IS STAMPED HOWLEY NO 3 1934.
 FE2295'
 FE2295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 70 A
 FE2295'AT THE SOUTHWEST EDGE OF HUNTINGDON, GO SOUTHWEST ON
 FE2295'HIGHWAY 70 FOR 10.5 MILES TO THE STATION ON THE LEFT.
 FE2295'
 FE2295'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON THE
 FE2295'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FE2295'
 FE2295'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION, GO WEST ON A DIRT ROAD
 FE2295'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE2295'
 FE2295'HOWLEY 1934 IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE2295'HOUSE AND 24 FEET EAST OF A BOARD FENCE. THE MARK PROJECTS
 FE2295'ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY 1934.
 FE2295'
 FE2295'REFERENCE MARK 1 IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2295'HOUSE AND 37 FEET WEST OF A T-FENCE CORNER. THE MARK PROJECTS
 FE2295'ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY NO 1 1934.
 FE2295'
 FE2295'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FE2295'FRAME HOUSE. THE MARK PROJECTS ABOUT 16 INCHES AND THE DISK IS
 FE2295'STAMPED HOWLEY NO 2 1934.
 FE2295'
 FE2295'THE AZIMUTH MARK IS 25 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2295'70. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FE2295'HOWLEY AZI 1934.
 FE2295'
 FE2295'AZIMUTH MARK NO. 2 IS 96 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 FE2295'HOUSE, 88 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD AND 1
 FE2295'FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 FE2295'DISK IS STAMPED HOWLEY NO 2 1934.
 FE2295'
 FE2295'THE AZIMUTH MARK AND REFERENCE MARK 1 ARE OBSTRUCTED FROM THE GROUND
 FE2295'AT THE STATION BY HOUSES.
 FE2295'
 FE2295'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0560 ***********************************************************************
 GC0560  DESIGNATION -  HOWS
 GC0560  PID         -  GC0560
 GC0560  STATE/COUNTY-  TN/DAVIDSON
 GC0560  USGS QUAD   -  BELLEVUE (1983)
 GC0560
 GC0560                         *CURRENT SURVEY CONTROL
 GC0560  ___________________________________________________________________
 GC0560* NAD 83(1995)-  36 04 25.58168(N)    086 58 39.72022(W)     ADJUSTED  
 GC0560* NAVD 88     -       194.510  (meters)     638.15   (feet)  ADJUSTED  
 GC0560  ___________________________________________________________________
 GC0560  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC0560  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0560  DYNAMIC HT  -         194.340 (meters)     637.60  (feet)  COMP
 GC0560  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0560
 GC0560  HORZ ORDER  -  THIRD
 GC0560  VERT ORDER  -  SECOND    CLASS 0
 GC0560
 GC0560.The horizontal coordinates were established by classical geodetic methods
 GC0560.and adjusted by the National Geodetic Survey in April 1999..
 GC0560
 GC0560.The orthometric height was determined by differential leveling
 GC0560.and adjusted by the National Geodetic Survey in June 1991..
 GC0560
 GC0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0560
 GC0560.The geoid height was determined by GEOID03.
 GC0560
 GC0560.The dynamic height is computed by dividing the NAVD 88
 GC0560.geopotential number by the normal gravity value computed on the
 GC0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0560.degrees latitude (g = 980.6199 gals.).
 GC0560
 GC0560.The modeled gravity was interpolated from observed gravity values.
 GC0560
 GC0560;                    North         East     Units Scale Factor Converg.
 GC0560;SPC TN       -   193,540.758   511,934.374   MT  0.99995712   -0 34 20.6
 GC0560;SPC TN       -   634,974.97  1,679,571.36   sFT  0.99995712   -0 34 20.6
 GC0560;UTM  16      - 3,992,131.203   502,007.967   MT  0.99960005   +0 00 47.3
 GC0560
 GC0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0560!SPC TN       -   0.99997403  x   0.99995712  =   0.99993115
 GC0560!UTM  16      -   0.99997403  x   0.99960005  =   0.99957409
 GC0560
 GC0560|---------------------------------------------------------------------|
 GC0560| PID    Reference Object                     Distance      Geod. Az  |
 GC0560|                                                           dddmmss.s |
 GC0560| GC0559 HOWS RM 1                            14.219 METERS 07953     |
 GC0560| GC0561 HOWS RM 2                            21.673 METERS 11758     |
 GC0560| GC0557 NEWSOM                              APPROX. 0.9 KM 2913053.6 |
 GC0560|---------------------------------------------------------------------|
 GC0560
 GC0560                          SUPERSEDED SURVEY CONTROL
 GC0560
 GC0560  NAD 83(1995)-  36 04 25.58364(N)    086 58 39.72235(W) AD(       ) 3
 GC0560  NAD 83(1995)-  36 04 25.58450(N)    086 58 39.72249(W) AD(       ) 3
 GC0560  NAD 83(1986)-  36 04 25.59205(N)    086 58 39.72334(W) AD(       ) 3
 GC0560  NAD 27      -  36 04 25.37380(N)    086 58 39.71260(W) AD(       ) 3
 GC0560  NGVD 29 (??/??/92)  194.532  (m)          638.23   (f) ADJ UNCH    2 0
 GC0560
 GC0560.Superseded values are not recommended for survey control.
 GC0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0560.See file dsdata.txt to determine how the superseded data were derived.
 GC0560
 GC0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0200892131(NAD 83)
 GC0560_MARKER: DE = TRAVERSE STATION DISK
 GC0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0560_STAMPING: HOWS 1959
 GC0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0560+STABILITY: SURFACE MOTION
 GC0560
 GC0560  HISTORY     - Date     Condition        Report By
 GC0560  HISTORY     - 1959     MONUMENTED       CGS
 GC0560  HISTORY     - 1964     GOOD             CGS
 GC0560  HISTORY     - 1964     GOOD             NGS
 GC0560
 GC0560                          STATION DESCRIPTION
 GC0560
 GC0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0560'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF DOWNTOWN NASHVILLE
 GC0560'AND 4 MILES SOUTHEAST OF PEGRAM.
 GC0560'
 GC0560'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 S AND
 GC0560'70 N ABOUT 12 MILES SOUTHWEST OF DOWNTOWN NASHVILLE, GO SOUTHEAST ON
 GC0560'U.S. HIGHWAY 70 S FOR 1.25 MILES TO A SIDE ROAD RIGHT, HOOTEN-HOW
 GC0560'ROAD, TURN RIGHT AND GO 0.6 MILES TO THE END OF THE OILED ROAD AND
 GC0560'A CATTLE GUARD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ACROSS THE
 GC0560'CATTLE GUARD AND GO 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO 0.05
 GC0560'MILE TO A DIM FORK LEFT, TAKE LEFT FORK AND GO ABOUT 50 YARDS TO A
 GC0560'WOODEN GATE, PASS THROUGH THIS GATE AND TURN SHARP LEFT ACROSS
 GC0560'OPEN PASTURE FOR ABOUT 150 YARDS TO THE TOP OF THE HILL AND THE
 GC0560'STATION AS DESCRIBED.
 GC0560'
 GC0560'THE STATION IS ON THE WEST SLOPE OF THE HILL AND 42 FEET
 GC0560'WEST-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC0560'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 GC0560'AND THE DISK IS STAMPED HOWS 1959. THE UNDERGROUND MARK IS
 GC0560'ABOUT 30 INCHES BELOW THE SURFACE.
 GC0560'
 GC0560'REFERENCE MARK NO. 1 IS SET ON THE SUMMIT OF THE HILL AND 32 FEET
 GC0560'NORTH-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD DISK SET IN
 GC0560'THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND THE
 GC0560'DISK IS STAMPED HOWS NO. 1 1959.
 GC0560'
 GC0560'REFERENCE MARK NO. 2 IS 29 FEET EAST OF A WITNESS SIGN. IT IS A
 GC0560'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 GC0560'WITH THE GROUND AND THE DISK IS STAMPED HOWS NO. 2 1959.
 GC0560'
 GC0560'TRAVERSE STATION NEWSOM WAS USED AS AN AZIMUTH MARK, A TELLUROMETER
 GC0560'CONNECTION WAS MADE, SEE DESCRIPTION THEREOF.
 GC0560
 GC0560                          STATION RECOVERY (1964)
 GC0560
 GC0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC0560'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC0560'GOOD CONDITION. DUE TO CHANGES IN THE HIGHWAYS AND FENCE LINES THE
 GC0560'ORIGINAL TO-REACH IS NO LONGER ADEQUATE. FOLLOWING IS A NEW AND
 GC0560'COMPLETE DESCRIPTION-
 GC0560'
 GC0560'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF DOWNTOWN NASHVILLE
 GC0560'AND 4 MILES SOUTHEAST OF PEGRAM.
 GC0560'
 GC0560'TO REACH FROM THE CHARLOTTE PIKE INTERCHANGE ON INTERSTATE ROUTE 40
 GC0560'AT THE WEST EDGE OF NASHVILLE, GO WEST-SOUTHWEST ON INTERSTATE
 GC0560'ROUTE 40 FOR 4.8 MILES TO THE INTERCHANGE WITH U.S. HIGHWAY 70 S.
 GC0560'HERE TURN RIGHT ON ACCESS ROAD AND GO 0.2 MILE TO U.S. HIGHWAY 70
 GC0560'S, TURN LEFT, SOUTH, ON U.S. HIGHWAY 70 S AND GO 0.2 MILE TO A
 GC0560'GRAVELED ROAD RIGHT JUST AFTER PASSING A PHILLIPS 66 STATION ON
 GC0560'THE LEFT AND JUST BEFORE REACHING A TEXACO STATION ON THE RIGHT. HERE
 GC0560'TURN RIGHT, WESTERLY, ON THIS GRAVELED ROAD AND GO 1.4 MILES TO A
 GC0560'ROAD CUT IN THE TOP OF A HIGH KNOLL AND THE STATION ON THE LEFT AS
 GC0560'DESCRIBED.
 GC0560'
 GC0560'THE STATION IS 89 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE FOR
 GC0560'INTERSTATE ROUTE 40, 52 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GC0560'GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST AND SIGN, 1.0
 GC0560'FOOT NORTH OF A WOVEN WIRE FENCE, AND JUST BELOW THE CREST AND ON
 GC0560'THE WEST SLOPE OF THE KNOLL. IT IS A STANDARD DISK SET IN THE TOP OF
 GC0560'A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 GC0560'THE DISK IS STAMPED HOWS 1959.
 GC0560'
 GC0560'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC0560'THE GRAVELED ROAD, 24 FEET NORTH OF A WOVEN WIRE FENCE AND 8
 GC0560'FEET SOUTH OF THE EDGE OF THE BANK. IT IS A STANDARD DISK SET IN THE
 GC0560'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GC0560'GROUND AND THE DISK IS STAMPED HOWS NO. 1 1959.
 GC0560'
 GC0560'REFERENCE MARK NO. 2 IS ACROSS THE WOVEN WIRE FENCE FROM THE STATION
 GC0560'IN OPEN PASTURE AND 10 FEET SOUTH OF A WOVEN WIRE FENCE. IT IS A
 GC0560'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC0560'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOWS NO. 2 1959.
 GC0560'
 GC0560'TRAVERSE STATION NEWSOM WAS USED AS THE AZIMUTH MARK IN 1959 AND A
 GC0560'TELLUROMETER CONNECTION WAS MADE AT THAT TIME. SEE 1964 RECOVERY
 GC0560'NOTE FOR NEWSOM 1959.
 GC0560'
 GC0560'NOTE-THE HORIZONTAL DISTANCE MEASUREMENTS BETWEEN THE STATION AND THE
 GC0560'REFERENCE MARKS WERE CHECKED AT THE TIME OF THIS OCCUPATION AND
 GC0560'AGREED WITH THOSE OF 1959.
 GC0560
 GC0560                          STATION RECOVERY (1964)
 GC0560
 GC0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC0560'10.6 MI SW FROM NASHVILLE.
 GC0560'TO REACH FROM THE CHARLOTTE PIKE INTERCHANGE ON INTERSTATE ROUTE
 GC0560'40 AT THE WEST EDGE OF NASHVILLE, GO WEST-SOUTHWEST ON
 GC0560'INTERSTATE ROUTE 40 FOR 4.8 MILES TO THE ACCESS ROAD ONTO
 GC0560'U.S. HIGHWAY 70 S.  HERE BEAR RIGHT ON THE ACCESS ROAD FOR 0.2
 GC0560'MILE TO U.S. HIGHWAY 70 S, TURN LEFT SOUTH, ON U.S. HIGHWAY 70 S
 GC0560'AND GO 0.2 MILE TO A GRAVELED ROAD ON THE RIGHT JUST AFTER
 GC0560'PASSING A PHILLIPS 66 STATION ON THE LEFT AND BEFORE REACHING
 GC0560'A TEXACO STATION ON THE RIGHT.  HERE TURN RIGHT ON THIS
 GC0560'GRAVELED ROAD AND GO 1.4 MILES TO A ROAD CUT IN THE TOP OF A
 GC0560'HIGH KNOLL AND THE STATION ON THE LEFT AS DESCRIBED.  THE
 GC0560'STATION IS 89 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE FOR
 GC0560'INTERSTATE ROUTE 40, 52 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC0560'THE GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST AND
 GC0560'SIGN, 1.0 FOOT NORTH OF A WOVEN WIRE FENCE, AND JUST BELOW AND
 GC0560'ON THE WEST SLOPE OF THE KNOLL.  A STANDARD TRAVERSE DISK SET IN
 GC0560'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT IS FLUSH
 GC0560'WITH THE GROUND.  NOTE-- THIS STATION IS ABOUT 0.4 MILE
 GC0560'NORTHEAST OF B.M. E 172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0559 ***********************************************************************
 GC0559  DESIGNATION -  HOWS RM 1
 GC0559  PID         -  GC0559
 GC0559  STATE/COUNTY-  TN/DAVIDSON
 GC0559  USGS QUAD   -  BELLEVUE (1983)
 GC0559
 GC0559                         *CURRENT SURVEY CONTROL
 GC0559  ___________________________________________________________________
 GC0559* NAD 83(1986)-  36 04 25.     (N)    086 58 39.     (W)     SCALED    
 GC0559* NAVD 88     -       194.907  (meters)     639.46   (feet)  ADJUSTED  
 GC0559  ___________________________________________________________________
 GC0559  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0559  DYNAMIC HT  -         194.737 (meters)     638.90  (feet)  COMP
 GC0559  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0559
 GC0559  VERT ORDER  -  SECOND    CLASS 0
 GC0559
 GC0559.The horizontal coordinates were scaled from a topographic map and have
 GC0559.an estimated accuracy of +/- 6 seconds.
 GC0559
 GC0559.The orthometric height was determined by differential leveling
 GC0559.and adjusted by the National Geodetic Survey in June 1991..
 GC0559
 GC0559.The geoid height was determined by GEOID03.
 GC0559
 GC0559.The dynamic height is computed by dividing the NAVD 88
 GC0559.geopotential number by the normal gravity value computed on the
 GC0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0559.degrees latitude (g = 980.6199 gals.).
 GC0559
 GC0559.The modeled gravity was interpolated from observed gravity values.
 GC0559
 GC0559;                    North         East    Units  Estimated Accuracy
 GC0559;SPC TN       -   193,520.      511,950.      MT  (+/- 180 meters Scaled)
 GC0559
 GC0559                          SUPERSEDED SURVEY CONTROL
 GC0559
 GC0559  NGVD 29 (??/??/92)  194.930  (m)          639.53   (f) ADJ UNCH    2 0
 GC0559
 GC0559.Superseded values are not recommended for survey control.
 GC0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0559.See file dsdata.txt to determine how the superseded data were derived.
 GC0559
 GC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE020921(NAD 83)
 GC0559_MARKER: DR = REFERENCE MARK DISK
 GC0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0559_STAMPING: HOWS NO 1 1959
 GC0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0559+STABILITY: SURFACE MOTION
 GC0559
 GC0559  HISTORY     - Date     Condition        Report By
 GC0559  HISTORY     - 1959     MONUMENTED       CGS
 GC0559  HISTORY     - 1964     GOOD             NGS
 GC0559
 GC0559                          STATION DESCRIPTION
 GC0559
 GC0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0559'10.6 MI SW FROM NASHVILLE.
 GC0559'THIS MARK IS AT THE HOWS 1959 TRAVERSE STATION SITE.  IT IS 30
 GC0559'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 46.64
 GC0559'FEET EAST-NORTHEAST OF THE STATION HOWS 1959, 24 FEET NORTH OF
 GC0559'A WOVEN WIRE FENCE, AND 8 FEET SOUTH OF THE EDGE OF THE BANK.
 GC0559'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC0559'10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 GC0559'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0561 ***********************************************************************
 GC0561  DESIGNATION -  HOWS RM 2
 GC0561  PID         -  GC0561
 GC0561  STATE/COUNTY-  TN/DAVIDSON
 GC0561  USGS QUAD   -  BELLEVUE (1983)
 GC0561
 GC0561                         *CURRENT SURVEY CONTROL
 GC0561  ___________________________________________________________________
 GC0561* NAD 83(1986)-  36 04 25.     (N)    086 58 39.     (W)     SCALED    
 GC0561* NAVD 88     -       194.487  (meters)     638.08   (feet)  ADJUSTED  
 GC0561  ___________________________________________________________________
 GC0561  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0561  DYNAMIC HT  -         194.317 (meters)     637.52  (feet)  COMP
 GC0561  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0561
 GC0561  VERT ORDER  -  SECOND    CLASS 0
 GC0561
 GC0561.The horizontal coordinates were scaled from a topographic map and have
 GC0561.an estimated accuracy of +/- 6 seconds.
 GC0561
 GC0561.The orthometric height was determined by differential leveling
 GC0561.and adjusted by the National Geodetic Survey in June 1991..
 GC0561
 GC0561.The geoid height was determined by GEOID03.
 GC0561
 GC0561.The dynamic height is computed by dividing the NAVD 88
 GC0561.geopotential number by the normal gravity value computed on the
 GC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0561.degrees latitude (g = 980.6199 gals.).
 GC0561
 GC0561.The modeled gravity was interpolated from observed gravity values.
 GC0561
 GC0561;                    North         East    Units  Estimated Accuracy
 GC0561;SPC TN       -   193,520.      511,950.      MT  (+/- 180 meters Scaled)
 GC0561
 GC0561                          SUPERSEDED SURVEY CONTROL
 GC0561
 GC0561  NGVD 29 (??/??/92)  194.509  (m)          638.15   (f) ADJ UNCH    2 0
 GC0561
 GC0561.Superseded values are not recommended for survey control.
 GC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0561.See file dsdata.txt to determine how the superseded data were derived.
 GC0561
 GC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE020921(NAD 83)
 GC0561_MARKER: DR = REFERENCE MARK DISK
 GC0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0561_STAMPING: HOWS NO 2 1959
 GC0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0561+STABILITY: SURFACE MOTION
 GC0561
 GC0561  HISTORY     - Date     Condition        Report By
 GC0561  HISTORY     - 1959     MONUMENTED       CGS
 GC0561  HISTORY     - 1964     GOOD             NGS
 GC0561
 GC0561                          STATION DESCRIPTION
 GC0561
 GC0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0561'10.6 MI SW FROM NASHVILLE.
 GC0561'IT IS ACROSS A WOVEN WIRE FENCE IN OPEN PASTURE 71.11 FEET
 GC0561'SOUTHEAST OF THE STATION HOWS 1959 AND 10 FEET SOUTH OF THE WOVEN
 GC0561'WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GC0561'OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 GC0561'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2921 ***********************************************************************
 AJ2921  DESIGNATION -  HTV1 A
 AJ2921  PID         -  AJ2921
 AJ2921  STATE/COUNTY-  TN/TROUSDALE
 AJ2921  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ2921
 AJ2921                         *CURRENT SURVEY CONTROL
 AJ2921  ___________________________________________________________________
 AJ2921* NAD 83(1995)-  36 21 17.74731(N)    086 05 37.02414(W)     ADJUSTED  
 AJ2921* NAVD 88     -       164.380  (meters)     539.30   (feet)  ADJUSTED  
 AJ2921  ___________________________________________________________________
 AJ2921  X           -     350,364.627 (meters)                     COMP
 AJ2921  Y           -  -5,130,911.199 (meters)                     COMP
 AJ2921  Z           -   3,760,061.904 (meters)                     COMP
 AJ2921  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AJ2921  ELLIP HEIGHT-         134.87  (meters)          (07/02/01) GPS OBS
 AJ2921  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2921  DYNAMIC HT  -         164.245 (meters)     538.86  (feet)  COMP
 AJ2921  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 AJ2921
 AJ2921  HORZ ORDER  -  B
 AJ2921  VERT ORDER  -  SECOND    CLASS I
 AJ2921  ELLP ORDER  -  FIFTH     CLASS I
 AJ2921
 AJ2921.This is a reference station for the HARTSVILLE
 AJ2921.National Continuously Operating Reference Station (HTV1).
 AJ2921
 AJ2921.The horizontal coordinates were established by GPS observations
 AJ2921.and adjusted by the National Geodetic Survey in July 2001..
 AJ2921
 AJ2921.The orthometric height was determined by differential leveling
 AJ2921.and adjusted by the National Geodetic Survey in July 2002..
 AJ2921.No vertical observational check was made to the station.
 AJ2921
 AJ2921.Photographs are available for this station.
 AJ2921
 AJ2921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2921
 AJ2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2921
 AJ2921.The ellipsoidal height was determined by GPS observations
 AJ2921.and is referenced to NAD 83.
 AJ2921
 AJ2921.The geoid height was determined by GEOID03.
 AJ2921
 AJ2921.The dynamic height is computed by dividing the NAVD 88
 AJ2921.geopotential number by the normal gravity value computed on the
 AJ2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2921.degrees latitude (g = 980.6199 gals.).
 AJ2921
 AJ2921.The modeled gravity was interpolated from observed gravity values.
 AJ2921
 AJ2921;                    North         East     Units Scale Factor Converg.
 AJ2921;SPC TN       -   224,302.025   591,597.146   MT  0.99998963   -0 03 17.3
 AJ2921;SPC TN       -   735,897.56  1,940,931.64   sFT  0.99998963   -0 03 17.3
 AJ2921;UTM  16      - 4,023,697.849   581,323.471   MT  0.99968148   +0 32 14.4
 AJ2921
 AJ2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2921!SPC TN       -   0.99997883  x   0.99998963  =   0.99996846
 AJ2921!UTM  16      -   0.99997883  x   0.99968148  =   0.99966032
 AJ2921
 AJ2921                          SUPERSEDED SURVEY CONTROL
 AJ2921
 AJ2921  NAVD 88 (07/02/01)  164.38   (m)          539.3    (f) LEVELING    3  
 AJ2921
 AJ2921.Superseded values are not recommended for survey control.
 AJ2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2921.See file dsdata.txt to determine how the superseded data were derived.
 AJ2921
 AJ2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8132323698(NAD 83)
 AJ2921_MARKER: DV = VERTICAL CONTROL DISK
 AJ2921_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2921_STAMPING: HTV1 A 2001
 AJ2921_MARK LOGO: NGS   
 AJ2921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2921+STABILITY: POSITION/ELEVATION WELL
 AJ2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2921+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2921
 AJ2921  HISTORY     - Date     Condition        Report By
 AJ2921  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2921
 AJ2921                          STATION DESCRIPTION
 AJ2921
 AJ2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2921'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2921'HARTSVILLE, THENCE 3.9 KM EASTERLY ALONG STATE HIGHWAY 25,
 AJ2921'THENCE 1.3 KM SOUTHERLY ALONG STARLITE ROAD, THENCE 0.4 KM
 AJ2921'EASTERLY ALONG JIM GOINS LANE,  THENCE 1.0 KM SOUTHERLY ALONG
 AJ2921'WAREHOUSE LANE TO A LOCKED GATE, THENCE 0.2 KM SOUTHERLY
 AJ2921'AND THEN EASTERLY ALONG A GRAVELED ROAD, THENCE 0.05 KM
 AJ2921'NORTHERLY ALONG A TRACK ROAD, NEAR THE CENTER OF A 2 BY 3-FOOT
 AJ2921'EXPOSED ROCK OUTCROP, 64.8 M NORTH OF A UTILITY POLE, 51.6 M NORTH
 AJ2921'OF THE CENTER OF THE GRAVELED ROAD, 20.1 M  WEST OF THE CENTER OF
 AJ2921'THE TRACK ROAD, 0.6 M BELOW THE LEVEL OF THE TRACK ROAD, AND 0.3 M
 AJ2921'NORTH OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 AJ2921'THE TENNESSEE VALLEY AUTHORITY, ANDREW NEAL SITE, PO BOX 2000
 AJ2921'(HDCIA - DST), DIXON SPRINGS, TN 37057, TELEPHONE (615) 374-7410.
 AJ2921'THIS IS A CORS SITE REFERENCE STATION.
 AJ2921' 
 AJ2921'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2920 ***********************************************************************
 AJ2920  DESIGNATION -  HTV1 B
 AJ2920  PID         -  AJ2920
 AJ2920  STATE/COUNTY-  TN/TROUSDALE
 AJ2920  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ2920
 AJ2920                         *CURRENT SURVEY CONTROL
 AJ2920  ___________________________________________________________________
 AJ2920* NAD 83(1995)-  36 21 22.25466(N)    086 05 19.96893(W)     ADJUSTED  
 AJ2920* NAVD 88     -       174.199  (meters)     571.52   (feet)  ADJUSTED  
 AJ2920  ___________________________________________________________________
 AJ2920  X           -     350,783.802 (meters)                     COMP
 AJ2920  Y           -  -5,130,807.933 (meters)                     COMP
 AJ2920  Z           -   3,760,179.618 (meters)                     COMP
 AJ2920  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AJ2920  ELLIP HEIGHT-         144.69  (meters)          (07/02/01) GPS OBS
 AJ2920  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AJ2920  DYNAMIC HT  -         174.056 (meters)     571.05  (feet)  COMP
 AJ2920  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 AJ2920
 AJ2920  HORZ ORDER  -  B
 AJ2920  VERT ORDER  -  SECOND    CLASS I
 AJ2920  ELLP ORDER  -  FIFTH     CLASS I
 AJ2920
 AJ2920.This is a reference station for the HARTSVILLE
 AJ2920.National Continuously Operating Reference Station (HTV1).
 AJ2920
 AJ2920.The horizontal coordinates were established by GPS observations
 AJ2920.and adjusted by the National Geodetic Survey in July 2001..
 AJ2920
 AJ2920.The orthometric height was determined by differential leveling
 AJ2920.and adjusted by the National Geodetic Survey in July 2002..
 AJ2920.No vertical observational check was made to the station.
 AJ2920
 AJ2920.Photographs are available for this station.
 AJ2920
 AJ2920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2920
 AJ2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2920
 AJ2920.The ellipsoidal height was determined by GPS observations
 AJ2920.and is referenced to NAD 83.
 AJ2920
 AJ2920.The geoid height was determined by GEOID03.
 AJ2920
 AJ2920.The dynamic height is computed by dividing the NAVD 88
 AJ2920.geopotential number by the normal gravity value computed on the
 AJ2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2920.degrees latitude (g = 980.6199 gals.).
 AJ2920
 AJ2920.The modeled gravity was interpolated from observed gravity values.
 AJ2920
 AJ2920;                    North         East     Units Scale Factor Converg.
 AJ2920;SPC TN       -   224,440.560   592,022.501   MT  0.99998983   -0 03 07.3
 AJ2920;SPC TN       -   736,352.07  1,942,327.16   sFT  0.99998983   -0 03 07.3
 AJ2920;UTM  16      - 4,023,840.729   581,747.241   MT  0.99968233   +0 32 24.5
 AJ2920
 AJ2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2920!SPC TN       -   0.99997729  x   0.99998983  =   0.99996712
 AJ2920!UTM  16      -   0.99997729  x   0.99968233  =   0.99965963
 AJ2920
 AJ2920                          SUPERSEDED SURVEY CONTROL
 AJ2920
 AJ2920  NAVD 88 (07/02/01)  174.20   (m)          571.5    (f) LEVELING    3  
 AJ2920
 AJ2920.Superseded values are not recommended for survey control.
 AJ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2920.See file dsdata.txt to determine how the superseded data were derived.
 AJ2920
 AJ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8174723841(NAD 83)
 AJ2920_MARKER: DV = VERTICAL CONTROL DISK
 AJ2920_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2920_STAMPING: HTV1 B 2001
 AJ2920_MARK LOGO: NGS   
 AJ2920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2920+STABILITY: POSITION/ELEVATION WELL
 AJ2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2920+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2920
 AJ2920  HISTORY     - Date     Condition        Report By
 AJ2920  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2920
 AJ2920                          STATION DESCRIPTION
 AJ2920
 AJ2920'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2920'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2920'HARTSVILLE, THENCE 3.9 KM EASTERLY ALONG STATE HIGHWAY 25, THENCE
 AJ2920'1.3 KM SOUTHERLY ALONG STARLITE ROAD, THENCE 0.4 KM EASTERLY
 AJ2920'ALONG JIM GOINS LANE,  THENCE 1.0 KM SOUTHERLY ALONG WAREHOUSE
 AJ2920'LANE TO A LOCKED GATE, THENCE 0.65 KM SOUTHERLY AND THEN
 AJ2920'EASTERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 5 BY 20-FOOT
 AJ2920'EXPOSED ROCK OUTCROP, 39.5 M NORTHWEST OF A UTILITY POLE, 39.3 M
 AJ2920'NORTH OFTHE ROAD CENTER, 24.3 M EAST-SOUTHEAST OF A WITNESS POST,
 AJ2920'1.5 M ABOVE THE LEVEL OF THE ROAD, AND 0.6 M SOUTH OF A WITNESS
 AJ2920'POST.    NOTE--THE MARK IS ON PROPERTY OWNED BY THE TENNESSEE
 AJ2920'VALLEY AUTHORITY, ANDREW NEAL SITE,  P.O. BOX 2000 (HDCIA-DST), DIXON
 AJ2920'SPRINGS, TN 37057, TELEPHONE NUMBER (615)-374-7410.  THIS IS A CORS
 AJ2920'SITE REFERENCE STATION.
 AJ2920' 
 AJ2920'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2357 ***********************************************************************
 GB2357  DESIGNATION -  HUDDLESTON KNOB 2
 GB2357  PID         -  GB2357
 GB2357  STATE/COUNTY-  TN/PICKETT
 GB2357  USGS QUAD   -  MOODYVILLE (1962)
 GB2357
 GB2357                         *CURRENT SURVEY CONTROL
 GB2357  ___________________________________________________________________
 GB2357* NAD 83(1995)-  36 33 01.48738(N)    085 06 54.98587(W)     ADJUSTED  
 GB2357* NAVD 88     -       523.     (meters)    1716.     (feet)  SCALED    
 GB2357  ___________________________________________________________________
 GB2357  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 GB2357  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB2357
 GB2357  HORZ ORDER  -  FIRST
 GB2357
 GB2357.The horizontal coordinates were established by classical geodetic methods
 GB2357.and adjusted by the National Geodetic Survey in April 1999..
 GB2357
 GB2357.The orthometric height was scaled from a topographic map.
 GB2357
 GB2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2357
 GB2357.The geoid height was determined by GEOID03.
 GB2357
 GB2357;                    North         East     Units Scale Factor Converg.
 GB2357;SPC TN       -   246,348.487   679,213.193   MT  1.00002646   +0 31 04.6
 GB2357;SPC TN       -   808,228.33  2,228,385.28   sFT  1.00002646   +0 31 04.6
 GB2357;UTM  16      - 4,046,652.740   668,686.591   MT  0.99995059   +1 07 21.6
 GB2357
 GB2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2357!SPC TN       -   0.99992269  x   1.00002646  =   0.99994915
 GB2357!UTM  16      -   0.99992269  x   0.99995059  =   0.99987329
 GB2357
 GB2357|---------------------------------------------------------------------|
 GB2357| PID    Reference Object                     Distance      Geod. Az  |
 GB2357|                                                           dddmmss.s |
 GB2357| CG6553 HUDDLESTON KNOB 2 RM 1               17.185 METERS 18610     |
 GB2357| CG6552 HUDDLESTON KNOB 2 AZ MK                            2883605.4 |
 GB2357| CG6554 HUDDLESTON KNOB 2 RM 2               12.951 METERS 31031     |
 GB2357|---------------------------------------------------------------------|
 GB2357
 GB2357                          SUPERSEDED SURVEY CONTROL
 GB2357
 GB2357  NAD 83(1995)-  36 33 01.48745(N)    085 06 54.98623(W) AD(       ) 1
 GB2357  NAD 83(1995)-  36 33 01.49788(N)    085 06 54.99083(W) AD(       ) 1
 GB2357  NAD 83(1986)-  36 33 01.49820(N)    085 06 54.99111(W) AD(       ) 1
 GB2357  NAD 27      -  36 33 01.26200(N)    085 06 55.15800(W) AD(       ) 1
 GB2357
 GB2357.Superseded values are not recommended for survey control.
 GB2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2357.See file dsdata.txt to determine how the superseded data were derived.
 GB2357
 GB2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6868746653(NAD 83)
 GB2357_MARKER: DS = TRIANGULATION STATION DISK
 GB2357_SETTING: 80 = SET IN A BOULDER
 GB2357_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2357
 GB2357  HISTORY     - Date     Condition        Report By
 GB2357  HISTORY     - 1935     MONUMENTED       CGS
 GB2357  HISTORY     - 1949     GOOD             CGS
 GB2357  HISTORY     - 1971     GOOD             NGS
 GB2357
 GB2357                          STATION DESCRIPTION
 GB2357
 GB2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2357'THE STATION IS LOCATED ON THE SUMMIT OF HUDDLESTON KNOB, THE PROPERTY
 GB2357'OF MR. J.W. BARUSS, ABOUT 1-1/2 MILES SSE OF BYRDSTOWN, AND 1
 GB2357'1/2 MILES SW OF WOLF CREEK. IT IS 24.6 FEET N OF A TRIANGULAR-BLAZED
 GB2357'5-INCH CHESTNUT AND ABOUT 30 FEET S OF THE N EDGE OF THE KNOB. IT IS
 GB2357'20 FEET S AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE KNOB.
 GB2357'
 GB2357'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GB2357'BOULDER.
 GB2357'
 GB2357'REFERENCE MARK NO.1 A STANDARD BRONZE DISK IS S OF THE STATION, SET
 GB2357'IN OUTCROPPING BEDROCK, 2 FEET W OF A 6-INCH CHESTNUT AND
 GB2357'ABOUT 7 FEET LOWER THAN THE STATION.
 GB2357'
 GB2357'REFERENCE MARK NO.2 A STANDARD BRONZE DISK IS NW OF THE STATION, SET
 GB2357'IN OUTCROPPING BEDROCK, 14 FEET S OF A DEAD 14-INCH CHESTNUT, 11 FEET
 GB2357'E OF A 10-INCH CEHSTNUT, 18 FEET NE OF A GROUP OF FOUR 10-INCH
 GB2357'CHESTNUT, AND ABOUT 9 FEET LOWER THAN THE STATION.
 GB2357'
 GB2357'AZIMUTH MARK A STANDARD BRONZE DISK IS ABOUT 0.4 MILE SW OF THE
 GB2357'STATION, SET IN OUTCROPPING BEDROCK, IN THE YARD OF JOHN BOOHER.
 GB2357'THE OUTCROP IS ABOUT 24 FEET WIDE AND 45 FEET LONG. THE MARK IS SET
 GB2357'IN THE LONGITUDINAL CENTER ABOUT 14 FEET W OF THE E EDGE.
 GB2357'
 GB2357'TO REACH FROM THE NEW COURTHOUSE IN BYRDSTOWN, FROM THE CROSS STREET
 GB2357'AT THE SE CORNER OF THE COURTHOUSE, GO S ON A POOR DIRT ROAD FOR 1.3
 GB2357'MILES TO A CROSS ROAD AT THE TOP OF THE GRADE. (A FARMHOUSE IS IN THE
 GB2357'SE ANGLE.) TURN LEFT AND GO ABOUT 0.8 MILE TO A ROUGH WOODEN
 GB2357'BRIDGE JUST AFTER PASSING A SMALL LOG SHACK ON THE LEFT. CONTINUE
 GB2357'ABOUT 100 FEET TO A POLE GATE IN THE NW CORNER OF AN OPEN FIELD
 GB2357'(THE END OF TRUCK TRAVEL). FROM HERE, GO DIAGONALLY ACROSS THE FIELD
 GB2357'TO ABOUT THE CENTER OF THE OPPOSITE SIDE. HERE, TAKE DIM TRAIL
 GB2357'TO THE LEFT FOR ABOUT 0.25 MILE TO A LARGE 24-INCH BLAZED TREE ON
 GB2357'THE RIGHT. TURN RIGHT AND FOLLOW A VERY DIM BLAZED TRAIL ABOUT 1/2
 GB2357'MILE TO THE SUMMIT.
 GB2357'
 GB2357'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GB2357'
 GB2357'NOTE- THIS SITE
 GB2357'WAS FORMERLY THE SITE OF A USGS STATION BUT NO TRACE OF THE OLD
 GB2357'STATION COULD BE FOUND.
 GB2357
 GB2357                          STATION RECOVERY (1949)
 GB2357
 GB2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2357'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2357'CONDITION. THE DISTANCE TO THE AZIMUTH MARK AND REFERENCE MARK
 GB2357'NO. 2 FAILED TO CHECK. THE DIRECTION TO REFERENCE MARK NO. 1 AND
 GB2357'REFERENCE MARK NO. 2 FAILED TO CHECK. A WHITE WITNESS POST WAS SET
 GB2357'AT THE STATION BY THIS PARTY. THE STATION IS 8 FEET SOUTH OF A WHITE
 GB2357'WITNESS POST.
 GB2357'
 GB2357'A NEW TO REACH THE STATION FOLLOWS.
 GB2357'
 GB2357'TO REACH THE STATION FROM THE PICKETT COUNTY COURT HOUSE IN
 GB2357'BYRDSTOWN, GO EAST ON A GRAVEL ROAD FOR 1.7 MILES TO A T-ROAD
 GB2357'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A DIM WOODS ROAD
 GB2357'RIGHT. (END OF TRUCK TRAVEL), TURN RIGHT AND PACK UP HILL IN A
 GB2357'WESTERLY DIRECTION TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2357'
 GB2357'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN BYRDSTOWN, GO SOUTH
 GB2357'ON A GRAVEL ROAD FOR 1.55 MILE TO A T-ROAD INTERSECTION.
 GB2357'TURN LEFT AND GO EAST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB2357'
 GB2357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2357
 GB2357                          STATION RECOVERY (1971)
 GB2357
 GB2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2357'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION,
 GB2357'HOWEVER, THE STATION MARK STONE, ALTHOUGH FIRM IN THE GROUND, DID
 GB2357'SEEM TO BE SLIGHTLY TILTED. THE STATION WAS OCCUPIED AND THE
 GB2357'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 GB2357'REFERENCE MARKS. IN CHECKING THE HORIZONTAL ANGLES OBSERVED THIS DATE
 GB2357'AGAINST THE ORIGINAL OBSERVATIONS THE FOLLOWING
 GB2357'DISCREPANCIES WERE NOTED, MINUS 04 MIN 26.2 SEC FOR REFERENCE MARK
 GB2357'NO. 1 AND PLUS 05 MIN 34.3 SEC FOR REFERENCE
 GB2357'MARK
 GB2357'NO. 2. IN CHECKING THE HORIZONTAL ANGLES OBSERVED THIS
 GB2357'DATE AGAINST THE 1949 OBSERVATIONS THE FOLLOWING DISCREPANCIES
 GB2357'WERE NOTED, MINUS 00 MIN 25.9 SEC FOR REFERENCE MARK NO. 1 WHICH IS
 GB2357'WITHIN THE REQUIRED LIMITS, AND PLUS 07 MIN
 GB2357'05.0 SEC FOR
 GB2357'REFERENCE MARK NO. 2. VERTICAL
 GB2357'ANGLES WERE OBSERVED BETWEEN THE STATION AND SLOPE DISTANCE MEASURED.
 GB2357'WHEN REDUCED TO THE HORIZONTAL THE FOLLOWING DISCREPANCIES WERE NOTED
 GB2357'FOR REFERENCE MARK NO. 1 PLUS 0.05 OF A FOOT AGAINST BOTH THE 1935
 GB2357'AND 1949 MEASUREMENTS, AND FOR REFERENCE MARK NO. 2 A DISCREPANCY OF
 GB2357'PLUS 0.05 OF A FOOT AGAINST THE 1935 MEASUREMENT
 GB2357'AND MINUS 0.18
 GB2357'OF A FOOT AGAINST THE 1949
 GB2357'MEASUREMENT.
 GB2357'
 GB2357'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2357'
 GB2357'THE STATION IS LOCATED MEAR THE SUMMIT OF A HIGH, HEAVILY WOODED HILL
 GB2357'KNOWN LOCALLY AS HUDDLESTON KNOB, ABOUT 1-1/2 MILE MILES
 GB2357'SOUTH-SOUTHEAST OF BYRDSTOWN, 1-1/2 MILES SOUTHWEST OF WOLF CREEK,
 GB2357'AND IS NOW ON THE PROPERTY OF MR. PRENTICE WOODS.
 GB2357'
 GB2357'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PICKETT COUNTY
 GB2357'COURTHOUSE SQUARE IN BYRDSTOWN, GO IN A GENERAL SOUTHERLY
 GB2357'DIRECTION ON WINDING COUNTY ROAD R 5312 (THIS IS SOUTH MAIN STREET
 GB2357'WITHIN THE CITY LIMITS) FOR 1.5 MILES TO A T INTERSECTION WITH
 GB2357'COUNTY ROAD S 4461 (1) AT THE TOP OF A RIDGE. HERE TURN LEFT ON
 GB2357'COUNTY ROAD S 4461 AND GO EAST-NORTHEASTERLY FOR 0.35 OF A
 GB2357'MILE TO THE AZIMUTH MARK ON THE RIGHT WHERE THE ROAD CURVES SHARP TO
 GB2357'THE RIGHT. HERE CONTINUE ON COUNTY ROAD S 4461 IN A GENERAL WEST
 GB2357'AND SOUTHWESTERLY DIRECTION FOR 0.9 OF A MILE TO A WOODS ROAD ON THE
 GB2357'LEFT AND ETT, WITH CONVENTIONAL VEHICLE. HERE PACK NORTHERLY UP
 GB2357'STEEP HILL TO A SADDLE, HERE BEAR LEFT THROUGH THE WOODS IN A
 GB2357'NORTHWESTERLY DIRECTION TO THE TOP OF THE WOODED KNOLL AND THE
 GB2357'STATION AS DESCRIBED. THIS POINT IS ABOUT 0.5 OF A MILE
 GB2357'NORTH-NORTHWEST OF THE END OF TRUCK TRAVEL AND ABOUT A 35 MINUTE
 GB2357'PACK. IN DRY WEATHER WITH FOUR-WHEEL DRIVE EQUIPMENT, IT MAY
 GB2357'BE POSSIBLE TO DRIVE ALONG OLD LOGGING ROADS TO A POINT ABOUT 0.2 OF
 GB2357'A MILE SOUTH-SOUTHEAST OF THE STATION KNOB.
 GB2357'
 GB2357'THE STATION IS ON THE NARROW TOP OF A HEAVILY WOODED KNOLL ABOUT 80
 GB2357'FEET LONG NORTH AND SOUTH AND ABOUT 20 FEET WIDE EAST AND WEST,
 GB2357'40 FEET EAST OF AN 18-INCH, FOUR-TRUNKED CHESTNUT OAK TREE TREE ON
 GB2357'THE WEST EDGE OF THE KNOB AND WHICH HAS A TRIANGLE BLAZE ON THE
 GB2357'EAST SIDE OF THE EAST TRUNK, 27 FEET WEST OF A 12-INCH, TRIANGLE
 GB2357'BLAZED CHESTNUT OAK ON THE EAST SLOPE OF THE KNOB, 24 FEET
 GB2357'NORTH-NORTHWEST OF A 16-INCH, TRIANGLE BLAZED CHESTNUT OAK TREE ON
 GB2357'THE TOP OF THE KNOB, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND
 GB2357'SIGN. IT IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A 12 INCH BY 16
 GB2357'INCH BOULDER WHICH IS SLIGHTLY TILTED AND FLUSH WITH THE GROUND
 GB2357'SURFACE, AND THE DISK IS STAMPED HUDDLESTON KNOB 2 1935. IT SHOULD BE
 GB2357'NOTED THAT THE NUMERAL 9 IN THE DATE IS FORMED BY AN OUTLINE OF DOTS.
 GB2357'NO NOTE.
 GB2357'
 GB2357'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE KNOB, 35 FEET
 GB2357'SOUTH-SOUTHWEST OF THE 16-INCH, TRIANGLE BLAZED CHESTNUT OAK TREE ON
 GB2357'TOP OF THE KNOB, ABOUT 6 FEET BELOW THE STATION ELEVATION, AND 2.5
 GB2357'FEET WEST OF A 12-INCH CHESTNUT OAK TREE. IT IS A STANDARD DISK
 GB2357'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 2.5 FEET SOUTH
 GB2357'OF THE NORTH EDGE OF THE OUTCROP AND 1 FOOT WEST OF THE EAST EDGE
 GB2357'OF THE PROTRUDING TOP. THE DISK IS STAMPED HUDDLESTON KNOB 2 R.M. NO.
 GB2357'1 1935.
 GB2357'
 GB2357'REFERENCE MARK NO.2 IS ON THE NORTHWEST SLOPE OF THE KNOB, 19 FEET
 GB2357'NORTH OF AN 18-INCH, FOUR TRUNKED, TRIANGLE BLAZED CHESTNUT OAK
 GB2357'TREE, AND ABOUT 6 FEET BELOW THE STATION ELEVATION. IT IS A STANDARD
 GB2357'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 3
 GB2357'FEET EAST OF THE WEST AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE
 GB2357'PROTRUDING TOP. THE DISK IS STAMPED HUDDLESTON KNOB 2 R.M. NO. 2 1935
 GB2357'
 GB2357'DUE TO OBSTRUCTIONS, THE REFERENCE MARKS COULD NOT BE MEASURED
 GB2357'BETWEEN.
 GB2357'
 GB2357'THE AZIMUTH MARK IS ABOUT 0.95 OF A MILE WEST-NORTHWEST OF THE
 GB2357'STATION, 80 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GB2357'S 4461, 73 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 65
 GB2357'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 47 FEET
 GB2357'SOUTHWEST OF A NORTHEAST FENCE CORNER POST, 42 FEET SOUTHEAST OF A
 GB2357'GUYED UTILITY POLE WITH METAL WITNESS SIGN ATTACHED, 37 FEET WEST
 GB2357'OF A BARN LOT FENCE, AND 34 FEET SOUTH OF A BARN LOT FENCE. IT IS A
 GB2357'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE NEAR THE
 GB2357'CENTER OF A MASSIVE OUTCROPPING OF BED ROCK AND THE DISK IS
 GB2357'STAMPED HUDDLESTON KNOB 2 AZI. 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0228 ***********************************************************************
 EH0228  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0228  DESIGNATION -  HUDGINS RESET
 EH0228  PID         -  EH0228
 EH0228  STATE/COUNTY-  TN/SHELBY
 EH0228  USGS QUAD   -  HORN LAKE (1982)
 EH0228
 EH0228                         *CURRENT SURVEY CONTROL
 EH0228  ___________________________________________________________________
 EH0228* NAD 83(1995)-  34 59 52.54964(N)    090 00 07.30002(W)     ADJUSTED  
 EH0228* NAVD 88     -       106.03   (meters)     347.9    (feet)  GPS OBS   
 EH0228  ___________________________________________________________________
 EH0228  X           -       -,185.120 (meters)                     COMP
 EH0228  Y           -  -5,230,622.928 (meters)                     COMP
 EH0228  Z           -   3,637,723.925 (meters)                     COMP
 EH0228  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EH0228  ELLIP HEIGHT-          78.62  (meters)          (05/31/05) GPS OBS
 EH0228  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0228
 EH0228  HORZ ORDER  -  FIRST
 EH0228  VERT ORDER  -  THIRD (See Below)
 EH0228  ELLP ORDER  -  FOURTH    CLASS II
 EH0228
 EH0228.The horizontal coordinates were established by GPS observations
 EH0228.and adjusted by the National Geodetic Survey in May 2005..
 EH0228
 EH0228.The orthometric height was determined by GPS observations and a
 EH0228.high-resolution geoid model using precise GPS observation and
 EH0228.processing techniques.
 EH0228.The vertical order pertains to the NGVD 29 superseded value.
 EH0228
 EH0228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0228
 EH0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0228
 EH0228.The ellipsoidal height was determined by GPS observations
 EH0228.and is referenced to NAD 83.
 EH0228
 EH0228.The geoid height was determined by GEOID03.
 EH0228
 EH0228;                    North         East     Units Scale Factor Converg.
 EH0228;SPC TN       -    81,207.790   234,735.084   MT  1.00005404   -2 20 34.6
 EH0228;SPC TN       -   266,429.22    770,126.69   sFT  1.00005404   -2 20 34.6
 EH0228;SPC MS W     -   609,693.697   730,243.585   MT  0.99996127   +0 11 24.1
 EH0228;SPC MS W     - 2,000,303.40  2,395,807.50   sFT  0.99996127   +0 11 24.1
 EH0228;UTM  15      - 3,876,921.516   773,619.868   MT  1.00052282   +1 43 14.0
 EH0228;UTM  16      - 3,876,932.645   226,009.871   MT  1.00052532   -1 43 22.4
 EH0228
 EH0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0228!SPC TN       -   0.99998766  x   1.00005404  =   1.00004170
 EH0228!SPC MS W     -   0.99998766  x   0.99996127  =   0.99994893
 EH0228!UTM  15      -   0.99998766  x   1.00052282  =   1.00051047
 EH0228!UTM  16      -   0.99998766  x   1.00052532  =   1.00051297
 EH0228
 EH0228|---------------------------------------------------------------------|
 EH0228| PID    Reference Object                     Distance      Geod. Az  |
 EH0228|                                                           dddmmss.s |
 EH0228| EH0232 HUDGINS RM 3                         26.449 METERS 00135     |
 EH0228| EH0230 HUDGINS RM 2                         26.381 METERS 00414     |
 EH0228| EH0231 HUDGINS RM 1                         25.815 METERS 08552     |
 EH0228| EH2425 HUDGINS AZ MK                                      1804159.4 |
 EH0228|---------------------------------------------------------------------|
 EH0228
 EH0228                          SUPERSEDED SURVEY CONTROL
 EH0228
 EH0228  NAD 83(1995)-  34 59 52.55163(N)    090 00 07.29982(W) AD(       ) 3
 EH0228  NAD 83(1995)-  34 59 52.55232(N)    090 00 07.30047(W) AD(       ) 3
 EH0228  NAD 83(1995)-  34 59 52.55556(N)    090 00 07.30213(W) AD(       ) 3
 EH0228  NAD 83(1986)-  34 59 52.56136(N)    090 00 07.30092(W) AD(       ) 3
 EH0228  NGVD 29 (??/??/??)  106.02   (m)          347.8    (f) RESET       3  
 EH0228
 EH0228.Superseded values are not recommended for survey control.
 EH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0228.See file dsdata.txt to determine how the superseded data were derived.
 EH0228
 EH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7362076922(NAD 83)
 EH0228_MARKER: DS = TRIANGULATION STATION DISK
 EH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0228_SP_SET: MONUMENT
 EH0228_STAMPING: HUDGINS 1959 1970
 EH0228_MARK LOGO: NGS   
 EH0228_PROJECTION: FLUSH
 EH0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0228+STABILITY: SURFACE MOTION
 EH0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0228+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 EH0228
 EH0228  HISTORY     - Date     Condition        Report By
 EH0228  HISTORY     - 1970     MONUMENTED       NGS
 EH0228  HISTORY     - 1970     GOOD             NGS
 EH0228  HISTORY     - 1971     GOOD             NGS
 EH0228  HISTORY     - 1983     GOOD             MSU
 EH0228  HISTORY     - 19840712 GOOD             NGS
 EH0228  HISTORY     - 19891115 GOOD             NGS
 EH0228  HISTORY     - 20030414 GOOD             USACE
 EH0228  HISTORY     - 20030701 GOOD             EMCINC
 EH0228
 EH0228                          STATION DESCRIPTION
 EH0228
 EH0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH0228'0.5 MI NE FROM SOUTHHAVEN.
 EH0228'ABOUT 0.65 OF A MILE EAST ALONG STATE LINE ROAD FROM THE NEW POST
 EH0228'OFFICE IN SOUTHHAVEN, MILL., THENCE NORTH ON INTERSTATE ROUTE 55 FOR
 EH0228'0.45 OF A MILE TO A LOW HIGHWAY CUT AND THE MARK ON THE RIGHT, ABOUT
 EH0228'0.25 OF A MILE NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE, 102 FEET
 EH0228'EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANES OF INTERSTATE
 EH0228'ROUTE 55, 86.77 FEET SOUTH OF HUDGINS 1959 R.M. 3, 84.69 FEET WEST OF
 EH0228'HUDGINS R.M. 1, 6 FEET WEST OF THE CHAIN LINK FENCE ALONG THE EAST
 EH0228'RIGHT-OF-WAY OF INTERSTATE ROUTE 55, 1.0 FOOT NORTH OF A METAL WITNESS
 EH0228'POST AND SIGN, AND ABOUT 10 FEET ABOVE THE HIGHWAY. A STANDARD
 EH0228'TRAVERSE STATION DISK SET IN THE TOP OF A 10-INC, SQUARE, FLUSH,
 EH0228'CONCRETE MONUMENT AND THE DISK IS STAMPED HUDGINS 1959 1970. THE
 EH0228'ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK HUDGINS R.M. 1.
 EH0228
 EH0228                          STATION RECOVERY (1970)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH0228'THE SURFACE STATION MARK MONUMENT WAS FOUND WITH THE DISK
 EH0228'SHEARED OFF THE SHANK BY MOWING EQUIPMENT.  REFERENCE MARK
 EH0228'NO. 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EH0228'REFERENCE MARK NO. 2 WAS COMPLETELY DESTROYED BY CONSTRUCTION
 EH0228'AND THE DISK RECOVERED.  THE SURFACE STATION MARK WAS REMOVED
 EH0228'AND THE SUB-SURFACE MARK RECOVERED IN GOOD CONDITION.  A
 EH0228'FIRM PLUMBING BENCH WAS ERECTED OVER THIS MARK AND THE POINT
 EH0228'HELD.  A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3
 EH0228'WERE ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE
 EH0228'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 EH0228'REFERENCE MARKS.  WHEN THE ANGLES OBSERVED THIS DATE WERE
 EH0228'COMPARED WITH THE 1959 OBSERVATIONS A DISCREPANCY OF ONLY
 EH0228'- 01.0 SEC WAS NOTED FOR REFERENCE MARK NO. 1.  IN
 EH0228'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 EH0228'STATION AND REFERENCE MARK NO. 1 A FLAT CHECK WAS
 EH0228'OBTAINED.  AS ALL MARKS AT THIS STATION WITH THE
 EH0228'EXCEPTION OF THE AZIMUTH MARK WERE BENCH MARKS, NEW
 EH0228'ELEVATIONS WERE TRANSFERRED TO THE NEW SURFACE STATION
 EH0228'MARK AND THE REFERENCE MARK NO. 3 USING HUDGINS R.M. 1
 EH0228'AS THE STARTING ELEVATION.
 EH0228'
 EH0228'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH0228'
 EH0228'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OAKVILLE,
 EH0228'ABOUT 2 MILES SOUTHEAST OF WHITE HAVEN, ABOUT 1/2 MILE NORTHEAST
 EH0228'OF SOUTHHAVEN, MISS., ABOUT 0.25 OF A MILE NORTH OF THE
 EH0228'TENNESSEE-MISSISSIPPI STATE LINE, AND ALONG THE EAST
 EH0228'RIGHT-OF-WAY OF INTERSTATE ROUTE 55.
 EH0228'
 EH0228'TO REACH THE STATION FROM THE NEW POST OFFICE IN SOUTHHAVEN,
 EH0228'MISS. GO EAST ON STATE LINE ROAD FOR 0.6 OF A MILE TO THE
 EH0228'INTERSTATE ROUTE 55 INTERCHANGE AND THE AZIMUTH MARK IN
 EH0228'THE OVERPASS AS DESCRIBED.  CONTINUE EAST ON STATE LINE
 EH0228'ROAD FOR ABOUT 0.05 OF A MILE TO THE ON RAMP TO INTERSTATE
 EH0228'ROUTE 55 NORTH.  HERE TURN LEFT ONTO THE INTERSTATE AND GO
 EH0228'NORTH FOR 0.45 OF A MILE TO A LOW CUT AND THE MARK ON THE
 EH0228'RIGHT AS DESCRIBED.
 EH0228'
 EH0228'THE STATION IS 102 FEET EAST OF THE APPROXIMATE CENTER OF
 EH0228'THE NORTH BOUND LANES OF INTERSTATE ROUTE 55, 6 FEET WEST
 EH0228'OF THE CHAIN LINK FENCE ALONG THE EAST RIGHT-OF-WAY, AND
 EH0228'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 EH0228'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 EH0228'CONCRETE MONUMENT AND THE DISK IS STAMPED HUDGINS 1959
 EH0228'1970.
 EH0228'
 EH0228'REFERENCE MARK NO. 1 IS ACROSS THE RIGHT-OF-WAY FENCE EAST
 EH0228'OF THE STATION, 117 FEET WEST OF THE APPROXIMATE CENTER OF
 EH0228'HUDGINS ROAD, 79 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF
 EH0228'INTERSTATE ROUTE 55, 30 FEET NORTH-NORTHWEST OF A RED AND WHITE
 EH0228'POST MARKING A GAS TRANSMISSION LINE, AND 0.8 OF A FOOT SOUTH OF
 EH0228'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 EH0228'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 EH0228'DISK IS STAMPED HUDGINS NO 1 1959.
 EH0228'
 EH0228'REFERENCE MARK NO. 3 IS 106 FEET EAST OF THE APPROXIMATE
 EH0228'CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55,
 EH0228'1.1 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE OF INTERSTATE
 EH0228'ROUTE 55, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN,
 EH0228'AND ABOUT 1.5 FEET ABOVE THE STATION ELEVATION.  IT IS A
 EH0228'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 EH0228'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EH0228'HUDGINS 1959 NO 3 1970.
 EH0228'
 EH0228'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.
 EH0228'1 AND REFERENCE MARK NO. 3 IS 115.06 FEET - (35.070) METERS.
 EH0228'
 EH0228'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE
 EH0228'TENNESSEE-MISSISSIPPI STATE LINE IN DESOTO COUNTY MISSISSIPPI,
 EH0228'16 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANES
 EH0228'OF INTERSTATE ROUTE 55, 5 FEET NORTH OF THE EXPANSION LOCK
 EH0228'AT THE NORTH END OF THE OVERPASS STRUCTURE, 3.5 FEET SOUTHWEST
 EH0228'OF THE NORTH END OF A BULLS NOSED, CONCRETE RAILING HEAD,
 EH0228'AND 0.8 OF A FOOT ABOVE THE DECK OF THE OVERPASS.  IT IS
 EH0228'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 EH0228'BASE OF THE CONCRETE RAILING HEAD AT THE NORTHEAST END OF THE
 EH0228'STRUCTURE AND THE DISK IS STAMPED HUDGINS 1959.
 EH0228'
 EH0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 EH0228'1/2 MILE NORTHEAST OF SOUTHHAVEN, MISS.
 EH0228
 EH0228                          STATION RECOVERY (1971)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EH0228'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK
 EH0228'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 EH0228'HAD BEEN DESTROYED BY CONSTRUCTION OF A HOUSING PROJECT
 EH0228'AND THE CONCRETE MONUMENT WITH THE DISK INTACT WAS FOUND
 EH0228'NEARBY, AND THE DISK RECOVERED.  A NEW REFERENCE MARK NO. 4
 EH0228'WAS ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE
 EH0228'HORIZONTAL ANGLE BETWEEN THE SOUTHHAVEN, MISS. AMERICAN
 EH0228'ELECTRIC CO. WATER TANK AND THE REFERENCE MARKS OBSERVED.  IN
 EH0228'CHECKING THE ANGLE BETWEEN THIS TANK AND REFERENCE MARK NO.
 EH0228'3 AS OBSERVED IN 1970 THE ANGLE OBSERVED THIS DATE
 EH0228'CHECKED THE 1970 OBSERVATIONS WITHIN THE REQUIRED
 EH0228'LIMITS.  THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 EH0228'STATION AND REFERENCE MARK NO. 3 WAS CHECKED AND
 EH0228'VERIFIED.  AS ALL MARKS AT THIS STATION WERE BENCH MARKS AND
 EH0228'ELEVATION WAS TRANSFERRED FROM HUDGINS 1959 1970 TO THE
 EH0228'NEW R.M. NO. 4.
 EH0228'
 EH0228'THE FOLLOWING NEW DESCRIPTION IS AN ADDENDUM TO THE 1970
 EH0228'RECOVERY NOTE.
 EH0228'
 EH0228'THE 1970 STATION TO-REACH IS COMPLETELY ADEQUATE.
 EH0228'
 EH0228'THE DETAILED DESCRIPTION FOR THE STATION MARK, REFERENCE
 EH0228'MARK NO. 3 AND THE AZIMUTH MARK ARE EXACTLY AS DESCRIBED
 EH0228'IN THE 1970 RECOVERY NOTE.  REFERENCE MARK NO. 1 IS COMPLETELY
 EH0228'DESTROYED.
 EH0228'
 EH0228'FOLLOWING IS A DETAILED DESCRIPTION FOR THE NEWLY ESTABLISHED
 EH0228'REFERENCE MARK NO. 4.
 EH0228'
 EH0228'REFERENCE MARK NO. 4 IS 73 FEET EAST OF THE APPROXIMATE
 EH0228'CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55,
 EH0228'34 FEET WEST OF THE CHAIN LINK FENCE ALONG THE EAST RIGHT-OF-WAY,
 EH0228'28 FEET WEST OF THE METAL WITNESS POST AT THE STATION MARK,
 EH0228'AND AT A BREAK IN THE BACKSLOPE ABOUT 2.5 FEET BELOW THE
 EH0228'STATION ELEVATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 EH0228'AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 EH0228'IS STAMPED HUDGINS 1959 NO 4 1971.
 EH0228'
 EH0228'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.
 EH0228'3 AND REFERENCE MARK NO. 4 IS 95.90 FEET - 29.231 METERS.
 EH0228'
 EH0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE
 EH0228'NE. OF SOUTHHAVEN, MISS.
 EH0228
 EH0228                          STATION RECOVERY (1983)
 EH0228
 EH0228'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (MD)
 EH0228'RECOVERED IN GOOD CONDITION.
 EH0228
 EH0228                          STATION RECOVERY (1984)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EH0228'THE STATION MARK, RM 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 EH0228'CONDITION.  THE DISK HAD BEEN SHEARED OFF OF RM 4 AND RM 5 WAS
 EH0228'REPLACED IN THE REMAINING PORTION OF THE MONUMENT.  THE AZIMUTH MARK
 EH0228'IS NO LONGER VISIBLE DUE TO TREES AND AZ MK 2 WAS ESTABLISHED AT THIS
 EH0228'TIME.  THE DISTANCE TO RM 3 CHECKED PREVIOUS DATA.  THE DIRECTION TO
 EH0228'RM 3 DID NOT CHECK AND DIFFERED BY 1 MINUTE AND 47 SECONDS.  THE SOUTH
 EH0228'HAVEN, MISS, AMERICAN ELECTRIC CO WATER TANK MENTIONED IN THE 1970 AND
 EH0228'1971 RECOVERY NOTES IS NOW RED AND WHITE WITH ITT LIGHTING FIXTURE
 EH0228'DIVISION PAINTED ON IT.  THE DIRECTION TO THIS WATER TANK CHECKED THE
 EH0228'1970 DATA.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8
 EH0228'KM (4.95 MI) SOUTHWEST OF OAKVILLE, 3 KM (1.85 MI) SOUTHEAST OF WHITE
 EH0228'HAVEN, 0.4 KM (0.25 MI) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE
 EH0228'AND ALONG THE EAST RIGHT OF WAY OF INTERSTATE 55.  TO REACH THE
 EH0228'STATION OF THE STATE LINE ROAD ENTRANCE TO INTERSTATE 55, WHICH IS THE
 EH0228'FIRST ENTRANCE SOUTH OF THE TENNESSEE BORDER, GO NORTH ON INTERSTATE
 EH0228'55 FOR 0.7 KM (0.45 MI) TO A LOW CUT AND THE STATION ON THE RIGHT.
 EH0228' 
 EH0228'THE STATION IS A STANDARD NGS DISK STAMPED---HUDGINS 1959 1970---,
 EH0228'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 EH0228'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 36 METERS
 EH0228'(118.1 FT) NORTH FROM THE CENTERLINE OF A POWERLINE RIGHT OF WAY, 31
 EH0228'METERS (101.7 FT) EAST FROM THE CENTERLINE OF NORTHBOUND INTERSTATE
 EH0228'55, 1.8 METERS (5.9 FT) WEST FROM THE EAST RIGHT OF WAY FENCE, 0.3
 EH0228'METER (1.0 FT) NORTH FROM A METAL WITNESS POST.
 EH0228' 
 EH0228'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---HUDGINS 1959
 EH0228'NO 3 1970---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 EH0228'INCHES (25 CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE
 EH0228'GROUND.  THE STATION IS LOCATED 32.3 METERS (106.0 FT) EAST FROM THE
 EH0228'CENTERLINE OF NORTHBOUND INTERSTATE 55, 0.3 METERS (1.0 FT) WEST FROM
 EH0228'THE EAST RIGHT OF WAY FENCE, 0.3 METERS (1.0 FT) SOUTH FROM A METAL
 EH0228'WITNESS POST, AND 0.4 METERS (1.3 FT) HIGHER THAN THE STATION.
 EH0228' 
 EH0228'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--HUDGINS 1959 NO 5
 EH0228'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 EH0228'(25 CM) IN DIAMTER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 35
 EH0228'METERS (114.8 FT) NORTH FROM THE CENTERLINE OF A POWERLINE RIGHT OF
 EH0228'WAY 22.2 METERS (72.8 FT) EAST FROM THE CENTERLINE OF NORTHBOUND
 EH0228'INTERSTATE 55, 10.4 METERS (34.1 FT) WEST FROM THE EAST RIGHT OF
 EH0228'WAY FENCE AND 0.8 METERS (2.6 FT) LOWER THAN THE STATION.
 EH0228' 
 EH0228'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--HUDGINS 1959 NO 2
 EH0228'1984--, SET INTO THE TOP NORTHEAST CORNER OF A CONCRETE CULVERT
 EH0228'HEADWALL. THE STATION IS LOCATED 21.3 METERS (69.9 FT) SOUTH FROM THE
 EH0228'CENTERLINE OF THE HOLMES STREET OVERPASS BRIDGE, 11.3 METERS (37.1
 EH0228'FT) WEST FROM THE CENTERLINE OF SOUTHBOUND INTERSTATE 55, 2.11
 EH0228'METERS (6.92 FT) NORTH FROM THE SOUTH END OF THE CULVERT
 EH0228'HEADWALL.  TO REACH THE AZIMUTH MARK FROM THE STATE LINE ROAD
 EH0228'ENTRANCE TO INTERSTATE 55 GO NORTH ON INTERSTATE 55 FOR 1.8 KM
 EH0228'(1.10 MI) TO THE HOLMES STREET OVERPASS AND THE MARK ON THE LEFT.
 EH0228
 EH0228                          STATION RECOVERY (1989)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH0228'RECOVERED IN GOOD CONDITION.
 EH0228
 EH0228                          STATION RECOVERY (2003)
 EH0228
 EH0228'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0228'RECOVERED IN GOOD CONDITION.
 EH0228
 EH0228                          STATION RECOVERY (2003)
 EH0228
 EH0228'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH0228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0232 ***********************************************************************
 EH0232  DESIGNATION -  HUDGINS RM 3
 EH0232  PID         -  EH0232
 EH0232  STATE/COUNTY-  TN/SHELBY
 EH0232  USGS QUAD   -  HORN LAKE (1982)
 EH0232
 EH0232                         *CURRENT SURVEY CONTROL
 EH0232  ___________________________________________________________________
 EH0232* NAD 83(1986)-  34 59 51.     (N)    090 00 08.     (W)     SCALED    
 EH0232* NAVD 88     -       106.50   (+/-2cm)     349.4    (feet)  VERTCON   
 EH0232  ___________________________________________________________________
 EH0232  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0232
 EH0232  VERT ORDER  -  THIRD (See Below)
 EH0232
 EH0232.The horizontal coordinates were scaled from a topographic map and have
 EH0232.an estimated accuracy of +/- 6 seconds.
 EH0232
 EH0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0232.The vertical order pertains to the NGVD 29 superseded value.
 EH0232
 EH0232.The geoid height was determined by GEOID03.
 EH0232
 EH0232;                    North         East    Units  Estimated Accuracy
 EH0232;SPC TN       -    81,160.      234,720.      MT  (+/- 180 meters Scaled)
 EH0232
 EH0232                          SUPERSEDED SURVEY CONTROL
 EH0232
 EH0232  NGVD 29 (??/??/??)  106.47   (m)          349.3    (f) RESET       3  
 EH0232
 EH0232.Superseded values are not recommended for survey control.
 EH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0232.See file dsdata.txt to determine how the superseded data were derived.
 EH0232
 EH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736768(NAD 83)
 EH0232_MARKER: DR = REFERENCE MARK DISK
 EH0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0232_SP_SET: CONCRETE MONUMENT
 EH0232_STAMPING: HUDGINS 1959 NO 3 1970
 EH0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0232
 EH0232  HISTORY     - Date     Condition        Report By
 EH0232  HISTORY     - 1970     MONUMENTED       NGS
 EH0232  HISTORY     - 1971     GOOD             NGS
 EH0232  HISTORY     - 1983     GOOD             MSU
 EH0232
 EH0232                          STATION DESCRIPTION
 EH0232
 EH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH0232'0.5 MI NE FROM SOUTHHAVEN.
 EH0232'THIS MARK IS AT THE HUDGINS 1959 1970 TRAVERSE STATION SITE, 115.06
 EH0232'FEET NORTHWEST OF HUDGINS R.M. 1, 106 FEET EAST OF THE APPROXIMATE
 EH0232'CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55, 86.77 FEET
 EH0232'NORTH OF HUDGINS 1959 1970, 1.1 FEET WEST OF THE EAST RIGHT-OF-WAY
 EH0232'FENCE OF INTERSTATE ROUTE 55, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 EH0232'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 EH0232'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 EH0232'STAMPED HUDGINS 1959 NO 3 1970.  THE ELEVATION WAS TRANSFERRED TO THIS
 EH0232'MARK FROM BENCH MARK HUDGINS R.M. 1.
 EH0232
 EH0232                          STATION RECOVERY (1971)
 EH0232
 EH0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EH0232'RECOVERED IN GOOD CONDITION.
 EH0232
 EH0232                          STATION RECOVERY (1983)
 EH0232
 EH0232'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (MD)
 EH0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0229 ***********************************************************************
 EH0229  DESIGNATION -  HUDGINS RM 4
 EH0229  PID         -  EH0229
 EH0229  STATE/COUNTY-  TN/SHELBY
 EH0229  USGS QUAD   -  HORN LAKE (1982)
 EH0229
 EH0229                         *CURRENT SURVEY CONTROL
 EH0229  ___________________________________________________________________
 EH0229* NAD 83(1986)-  34 59 50.     (N)    090 00 08.     (W)     SCALED    
 EH0229* NAVD 88     -       105.29   (+/-2cm)     345.4    (feet)  VERTCON   
 EH0229  ___________________________________________________________________
 EH0229  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0229
 EH0229  VERT ORDER  -  THIRD (See Below)
 EH0229
 EH0229.The horizontal coordinates were scaled from a topographic map and have
 EH0229.an estimated accuracy of +/- 6 seconds.
 EH0229
 EH0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0229.The vertical order pertains to the NGVD 29 superseded value.
 EH0229
 EH0229.The geoid height was determined by GEOID03.
 EH0229
 EH0229;                    North         East    Units  Estimated Accuracy
 EH0229;SPC TN       -    81,130.      234,710.      MT  (+/- 180 meters Scaled)
 EH0229
 EH0229                          SUPERSEDED SURVEY CONTROL
 EH0229
 EH0229  NGVD 29 (??/??/??)  105.26   (m)          345.3    (f) RESET       3  
 EH0229
 EH0229.Superseded values are not recommended for survey control.
 EH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0229.See file dsdata.txt to determine how the superseded data were derived.
 EH0229
 EH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736768(NAD 83)
 EH0229_MARKER: DR = REFERENCE MARK DISK
 EH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0229_STAMPING: HUDGINS 1959 NO 4 1971
 EH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0229+STABILITY: SURFACE MOTION
 EH0229
 EH0229  HISTORY     - Date     Condition        Report By
 EH0229  HISTORY     - 1971     MONUMENTED       NGS
 EH0229  HISTORY     - 1983     SEE DESCRIPTION  MSU
 EH0229
 EH0229                          STATION DESCRIPTION
 EH0229
 EH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EH0229'0.5 MI NE FROM SOUTHHAVEN.
 EH0229'THIS MARK IS AT THE HUDGINS 1959 1970 TRAVERSE STATION SITE, 95.90
 EH0229'FEET SOUTH-SOUTHWEST OF HUDGINS 1959 R.M. 3, 73 FEET EAST OF THE
 EH0229'APPROXIMATE CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55, 34
 EH0229'FEET WEST OF THE CHAIN LINK FENCE ALONG THE EAST RIGHT-OF-WAY, 28.60
 EH0229'FEET WEST OF THE HUDGINS 1959 1970, 28 FEET WEST OF A METAL WITNESS
 EH0229'POST, AND AT A BREAK IN THE BACKSLOPE DOWNWARD TO THE HIGHWAY. IT IS A
 EH0229'STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 EH0229'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HUDGINS 1959 NO 4
 EH0229'1971.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 EH0229'HUDGINS 1959 1970.
 EH0229
 EH0229                          STATION RECOVERY (1983)
 EH0229
 EH0229'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (MD)
 EH0229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH3133 ***********************************************************************
 EH3133  DESIGNATION -  HUDGINS RM 5
 EH3133  PID         -  EH3133
 EH3133  STATE/COUNTY-  TN/SHELBY
 EH3133  USGS QUAD   -  HORN LAKE (1982)
 EH3133
 EH3133                         *CURRENT SURVEY CONTROL
 EH3133  ___________________________________________________________________
 EH3133* NAD 83(1986)-  34 59 51.     (N)    090 00 08.     (W)     SCALED    
 EH3133* NAVD 88     -       105.39   (meters)     345.8    (feet)  RESET     
 EH3133  ___________________________________________________________________
 EH3133  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH3133
 EH3133  VERT ORDER  -  THIRD
 EH3133
 EH3133.The horizontal coordinates were scaled from a topographic map and have
 EH3133.an estimated accuracy of +/- 6 seconds.
 EH3133
 EH3133.The orthometric height was computed from unverified reset data.
 EH3133.No vertical observational check was made to the station.
 EH3133
 EH3133.The geoid height was determined by GEOID03.
 EH3133
 EH3133;                    North         East    Units  Estimated Accuracy
 EH3133;SPC TN       -    81,160.      234,720.      MT  (+/- 180 meters Scaled)
 EH3133
 EH3133                          SUPERSEDED SURVEY CONTROL
 EH3133
 EH3133.No superseded survey control is available for this station.
 EH3133
 EH3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736768(NAD 83)
 EH3133_MARKER: DR = REFERENCE MARK DISK
 EH3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3133_SP_SET: CONCRETE POST
 EH3133_STAMPING: HUDGINS 1959 NO 5 1984
 EH3133_MARK LOGO: NGS   
 EH3133_PROJECTION: FLUSH
 EH3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3133+STABILITY: SURFACE MOTION
 EH3133
 EH3133  HISTORY     - Date     Condition        Report By
 EH3133  HISTORY     - 1984     MONUMENTED       NGS
 EH3133
 EH3133                          STATION DESCRIPTION
 EH3133
 EH3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH3133'0.8 KM (0.50 MI) NE FROM SOUTHHAVEN.
 EH3133'0.7 KM (0.45 MI) NORTH ALONG INTERSTATE 55 FROM THE STATE LINE ROAD
 EH3133'JUNCTION, WHICH IS THE FIRST EXIT SOUTH OF THE MISSISSIPPI-TENNESSEE
 EH3133'STATE LINE, 35 M (114.8 FT) NORTH OF THE CENTERLINE OF A POWERLINE
 EH3133'RIGHT OF WAY, 22.2 M (72.8 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 EH3133'INTERSTATE 55 AND 10.4 M (34.1 FT) WEST OF THE EAST RIGHT OF WAY
 EH3133'FENCE.
 EH3133'THE MARK IS 8.7 METERS  S FROM  A WITNESS POST
 EH3133'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0881 ***********************************************************************
 FC0881  DESIGNATION -  HUGH
 FC0881  PID         -  FC0881
 FC0881  STATE/COUNTY-  TN/CUMBERLAND
 FC0881  USGS QUAD   -  DORTON (1991)
 FC0881
 FC0881                         *CURRENT SURVEY CONTROL
 FC0881  ___________________________________________________________________
 FC0881* NAD 83(1995)-  35 58 08.26900(N)    084 59 37.72796(W)     ADJUSTED  
 FC0881* NAVD 88     -       598.280  (meters)    1962.86   (feet)  ADJUSTED  
 FC0881  ___________________________________________________________________
 FC0881  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FC0881  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0881  DYNAMIC HT  -         597.723 (meters)    1961.03  (feet)  COMP
 FC0881  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0881
 FC0881  HORZ ORDER  -  SECOND
 FC0881  VERT ORDER  -  SECOND    CLASS 0
 FC0881
 FC0881.The horizontal coordinates were established by classical geodetic methods
 FC0881.and adjusted by the National Geodetic Survey in April 1999..
 FC0881
 FC0881.The orthometric height was determined by differential leveling
 FC0881.and adjusted by the National Geodetic Survey in June 1991..
 FC0881
 FC0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0881
 FC0881.The geoid height was determined by GEOID03.
 FC0881
 FC0881.The dynamic height is computed by dividing the NAVD 88
 FC0881.geopotential number by the normal gravity value computed on the
 FC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0881.degrees latitude (g = 980.6199 gals.).
 FC0881
 FC0881.The modeled gravity was interpolated from observed gravity values.
 FC0881
 FC0881;                    North         East     Units Scale Factor Converg.
 FC0881;SPC TN       -   181,938.364   690,751.004   MT  0.99995116   +0 35 20.6
 FC0881;SPC TN       -   596,909.45  2,266,238.92   sFT  0.99995116   +0 35 20.6
 FC0881;UTM  16      - 3,982,366.634   680,895.219   MT  1.00000322   +1 10 43.1
 FC0881
 FC0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0881!SPC TN       -   0.99991062  x   0.99995116  =   0.99986179
 FC0881!UTM  16      -   0.99991062  x   1.00000322  =   0.99991384
 FC0881
 FC0881:                Primary Azimuth Mark                     Grid Az
 FC0881:SPC TN       -  LINGER LAKE ATT MICROWAVE TWR            017 48 10.6
 FC0881:UTM  16      -  LINGER LAKE ATT MICROWAVE TWR            017 12 48.1
 FC0881
 FC0881|---------------------------------------------------------------------|
 FC0881| PID    Reference Object                     Distance      Geod. Az  |
 FC0881|                                                           dddmmss.s |
 FC0881| GB2611 LINGER LAKE ATT MICROWAVE TWR       APPROX. 6.2 KM 0182331.2 |
 FC0881| FC0883 HUGH RM 1                            22.198 METERS 11252     |
 FC0881| FC1828 CROSSVILLE RADIO STA WAEW MAST      APPROX. 4.3 KM 2410340.6 |
 FC0881| FC0884 HUGH AZ MK                                         2425700.7 |
 FC0881| FC1056 SELLS                               APPROX. 4.9 KM 3015747.8 |
 FC0881| FC0882 HUGH RM 2                            14.728 METERS 34613     |
 FC0881|---------------------------------------------------------------------|
 FC0881
 FC0881                          SUPERSEDED SURVEY CONTROL
 FC0881
 FC0881  NAD 83(1995)-  35 58 08.27403(N)    084 59 37.72814(W) AD(       ) 2
 FC0881  NAD 83(1986)-  35 58 08.28073(N)    084 59 37.72749(W) AD(       ) 2
 FC0881  NAD 27      -  35 58 08.03680(N)    084 59 37.88540(W) AD(       ) 2
 FC0881  NGVD 29 (??/??/92)  598.346  (m)         1963.07   (f) ADJ UNCH    2 0
 FC0881
 FC0881.Superseded values are not recommended for survey control.
 FC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0881.See file dsdata.txt to determine how the superseded data were derived.
 FC0881
 FC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8089582367(NAD 83)
 FC0881_MARKER: DE = TRAVERSE STATION DISK
 FC0881_SETTING: 66 = SET IN ROCK OUTCROP
 FC0881_SP_SET: BEDROCK
 FC0881_STAMPING: HUGH 1960
 FC0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0881+STABILITY: POSITION/ELEVATION WELL
 FC0881
 FC0881  HISTORY     - Date     Condition        Report By
 FC0881  HISTORY     - 1960     MONUMENTED       CGS
 FC0881  HISTORY     - 1960     GOOD             CGS
 FC0881
 FC0881                          STATION DESCRIPTION
 FC0881
 FC0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0881'THE STATION IS LOCATED ON THE PROPERTY OF MR. HUGH DAVENPORT, ABOUT 2
 FC0881'1/2 MILES NORTHEAST OF CROSSVILLE, AND ON THE HIGHEST HILL IN
 FC0881'THE VICINITY.
 FC0881'
 FC0881'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH, ON
 FC0881'THE MAIN STREET FOR 0.1 MILE TO W. FIRST ST.  TURN LEFT, AND GO
 FC0881'EASTERLY ON THE MAIN ROAD FOR 2.0 MILES TO A T-ROAD ON THE LEFT.
 FC0881'TURN LEFT, NORTH, AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FC0881'PROCEED NORTH, 0.05 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, AND GO
 FC0881'0.05 MILE TO THE STATION.
 FC0881'
 FC0881'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HUGH 1960,
 FC0881'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.
 FC0881'IT IS 13 FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 1.9 FEET EAST
 FC0881'OF A WITNESS SIGN.
 FC0881'
 FC0881'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HUGH NO 1 1960,
 FC0881'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.
 FC0881'IT IS 16 FEET EAST OF A 10-INCH TREE, AND SET ON THE SOUTHEAST SLOPE
 FC0881'OF HILL ABOUT 4 FEET LOWER THAN THE STATION MARK.
 FC0881'
 FC0881'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HUGH NO 2 1960,
 FC0881'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.
 FC0881'IT IS 48.4 FEET NORTH OF A WITNESS SIGN, AND 38 FEET NORTH OF THE
 FC0881'CENTER OF A TRACK ROAD.
 FC0881'
 FC0881'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUGH 1960, SET IN A
 FC0881'CONCRETE MONUMENT, AND SET FLUSH.  IT IS 46 FEET WEST OF THE CENTER
 FC0881'OF A GRAVELED ROAD, 10 FEET WEST OF THE CENTER OF A TRACK ROAD, 2
 FC0881'FEET SOUTHEAST OF A POWER LINE POLE, AND 1.9 FEET NORTH OF A
 FC0881'WITNESS SIGN.
 FC0881'
 FC0881'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FC0881
 FC0881                          STATION RECOVERY (1960)
 FC0881
 FC0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0881'2 MI NW FROM DORTON.
 FC0881'FROM THE DORTON SCHOOL IN DORTON, GO 1.55 MILES WEST ON A GRAVELED
 FC0881'AND PAVED ROAD, THEN 0.6 MILE NORTH ON A GRAVELED ROAD TO A
 FC0881'TRACK ROAD, THEN 0.05 MILE EAST ON THE TRACK ROAD.  THE STATION
 FC0881'MARK IS 13 FT. SOUTH OF THE CENTER OF THE TRACK ROAD, AND 1.9
 FC0881'FT. EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 FC0881'HOLE IN OUTCROPPING BEDROCK, AND IS ABOUT LEVEL WITH THE TRACK
 FC0881'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0884 ***********************************************************************
 FC0884  DESIGNATION -  HUGH AZ MK
 FC0884  PID         -  FC0884
 FC0884  STATE/COUNTY-  TN/CUMBERLAND
 FC0884  USGS QUAD   -  DORTON (1991)
 FC0884
 FC0884                         *CURRENT SURVEY CONTROL
 FC0884  ___________________________________________________________________
 FC0884* NAD 83(1986)-  35 58 08.     (N)    084 59 41.     (W)     SCALED    
 FC0884* NAVD 88     -       593.336  (meters)    1946.64   (feet)  ADJUSTED  
 FC0884  ___________________________________________________________________
 FC0884  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0884  DYNAMIC HT  -         592.783 (meters)    1944.82  (feet)  COMP
 FC0884  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FC0884
 FC0884  VERT ORDER  -  SECOND    CLASS 0
 FC0884
 FC0884.The horizontal coordinates were scaled from a topographic map and have
 FC0884.an estimated accuracy of +/- 6 seconds.
 FC0884
 FC0884.The orthometric height was determined by differential leveling
 FC0884.and adjusted by the National Geodetic Survey in June 1991..
 FC0884
 FC0884.The geoid height was determined by GEOID03.
 FC0884
 FC0884.The dynamic height is computed by dividing the NAVD 88
 FC0884.geopotential number by the normal gravity value computed on the
 FC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0884.degrees latitude (g = 980.6199 gals.).
 FC0884
 FC0884.The modeled gravity was interpolated from observed gravity values.
 FC0884
 FC0884;                    North         East    Units  Estimated Accuracy
 FC0884;SPC TN       -   181,930.      690,670.      MT  (+/- 180 meters Scaled)
 FC0884
 FC0884                          SUPERSEDED SURVEY CONTROL
 FC0884
 FC0884  NGVD 29 (??/??/92)  593.402  (m)         1946.85   (f) ADJ UNCH    2 0
 FC0884
 FC0884.Superseded values are not recommended for survey control.
 FC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0884.See file dsdata.txt to determine how the superseded data were derived.
 FC0884
 FC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE808823(NAD 83)
 FC0884_MARKER: DB = BENCH MARK DISK
 FC0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0884_STAMPING: HUGH 1960
 FC0884_MARK LOGO: CGS   
 FC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0884+STABILITY: SURFACE MOTION
 FC0884
 FC0884  HISTORY     - Date     Condition        Report By
 FC0884  HISTORY     - 1960     MONUMENTED       CGS
 FC0884
 FC0884                          STATION DESCRIPTION
 FC0884
 FC0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0884'2 MI NW FROM DORTON.
 FC0884'FROM THE DORTON SCHOOL IN DORTON, GO 1.55 MILES WEST ON A GRAVELED
 FC0884'AND PAVED ROAD, THEN 0.55 MILES NORTH ON A GRAVELED ROAD TO THE
 FC0884'CREST OF A HILL.  THE AZIMUTH MARK IS 46 FT. WEST OF THE CENTER
 FC0884'OF THE GRAVELED ROAD, 10 FT. WEST OF THE CENTER OF A TRACK ROAD,
 FC0884'2 FT. SOUTHEAST OF A POWER LINE POLE, AND 1.9 FT. NORTH OF A WITNESS
 FC0884'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0884'WITH THE GROUND AND ABOUT 3 FT. ABOVE THE LEVEL OF THE GRAVELED
 FC0884'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0883 ***********************************************************************
 FC0883  DESIGNATION -  HUGH RM 1
 FC0883  PID         -  FC0883
 FC0883  STATE/COUNTY-  TN/CUMBERLAND
 FC0883  USGS QUAD   -  DORTON (1991)
 FC0883
 FC0883                         *CURRENT SURVEY CONTROL
 FC0883  ___________________________________________________________________
 FC0883* NAD 83(1986)-  35 58 08.     (N)    084 59 37.     (W)     SCALED    
 FC0883* NAVD 88     -       596.970  (meters)    1958.56   (feet)  ADJUSTED  
 FC0883  ___________________________________________________________________
 FC0883  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0883  DYNAMIC HT  -         596.414 (meters)    1956.73  (feet)  COMP
 FC0883  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0883
 FC0883  VERT ORDER  -  SECOND    CLASS 0
 FC0883
 FC0883.The horizontal coordinates were scaled from a topographic map and have
 FC0883.an estimated accuracy of +/- 6 seconds.
 FC0883
 FC0883.The orthometric height was determined by differential leveling
 FC0883.and adjusted by the National Geodetic Survey in June 1991..
 FC0883
 FC0883.The geoid height was determined by GEOID03.
 FC0883
 FC0883.The dynamic height is computed by dividing the NAVD 88
 FC0883.geopotential number by the normal gravity value computed on the
 FC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0883.degrees latitude (g = 980.6199 gals.).
 FC0883
 FC0883.The modeled gravity was interpolated from observed gravity values.
 FC0883
 FC0883;                    North         East    Units  Estimated Accuracy
 FC0883;SPC TN       -   181,930.      690,770.      MT  (+/- 180 meters Scaled)
 FC0883
 FC0883                          SUPERSEDED SURVEY CONTROL
 FC0883
 FC0883  NGVD 29 (??/??/92)  597.036  (m)         1958.78   (f) ADJ UNCH    2 0
 FC0883
 FC0883.Superseded values are not recommended for survey control.
 FC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0883.See file dsdata.txt to determine how the superseded data were derived.
 FC0883
 FC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE809823(NAD 83)
 FC0883_MARKER: DR = REFERENCE MARK DISK
 FC0883_SETTING: 66 = SET IN ROCK OUTCROP
 FC0883_SP_SET: BEDROCK
 FC0883_STAMPING: HUGH NO 1 1960
 FC0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0883+STABILITY: POSITION/ELEVATION WELL
 FC0883
 FC0883  HISTORY     - Date     Condition        Report By
 FC0883  HISTORY     - 1960     MONUMENTED       CGS
 FC0883
 FC0883                          STATION DESCRIPTION
 FC0883
 FC0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0883'2 MI NW FROM DORTON.
 FC0883'THIS MARK IS LOCATED AT THE HUGH 1960 STATION SITE, 72.8 FT.
 FC0883'EAST OF THE STATION MARK, 74.8 FT. EAST OF A WITNESS SIGN, 16
 FC0883'FT. EAST OF A 10-INCH TREE, AND SET ON THE SOUTHEAST SLOPE OF A
 FC0883'HILL ABOUT 4 FT. LOWER THAN THE STATION MARK.  THE DISK IS
 FC0883'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0882 ***********************************************************************
 FC0882  DESIGNATION -  HUGH RM 2
 FC0882  PID         -  FC0882
 FC0882  STATE/COUNTY-  TN/CUMBERLAND
 FC0882  USGS QUAD   -  DORTON (1991)
 FC0882
 FC0882                         *CURRENT SURVEY CONTROL
 FC0882  ___________________________________________________________________
 FC0882* NAD 83(1986)-  35 58 08.     (N)    084 59 37.     (W)     SCALED    
 FC0882* NAVD 88     -       598.142  (meters)    1962.40   (feet)  ADJUSTED  
 FC0882  ___________________________________________________________________
 FC0882  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0882  DYNAMIC HT  -         597.585 (meters)    1960.58  (feet)  COMP
 FC0882  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0882
 FC0882  VERT ORDER  -  SECOND    CLASS 0
 FC0882
 FC0882.The horizontal coordinates were scaled from a topographic map and have
 FC0882.an estimated accuracy of +/- 6 seconds.
 FC0882
 FC0882.The orthometric height was determined by differential leveling
 FC0882.and adjusted by the National Geodetic Survey in June 1991..
 FC0882
 FC0882.The geoid height was determined by GEOID03.
 FC0882
 FC0882.The dynamic height is computed by dividing the NAVD 88
 FC0882.geopotential number by the normal gravity value computed on the
 FC0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0882.degrees latitude (g = 980.6199 gals.).
 FC0882
 FC0882.The modeled gravity was interpolated from observed gravity values.
 FC0882
 FC0882;                    North         East    Units  Estimated Accuracy
 FC0882;SPC TN       -   181,930.      690,770.      MT  (+/- 180 meters Scaled)
 FC0882
 FC0882                          SUPERSEDED SURVEY CONTROL
 FC0882
 FC0882  NGVD 29 (??/??/92)  598.208  (m)         1962.62   (f) ADJ UNCH    2 0
 FC0882
 FC0882.Superseded values are not recommended for survey control.
 FC0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0882.See file dsdata.txt to determine how the superseded data were derived.
 FC0882
 FC0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE809823(NAD 83)
 FC0882_MARKER: DR = REFERENCE MARK DISK
 FC0882_SETTING: 66 = SET IN ROCK OUTCROP
 FC0882_SP_SET: BEDROCK
 FC0882_STAMPING: HUGH NO 2 1960
 FC0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0882+STABILITY: POSITION/ELEVATION WELL
 FC0882
 FC0882  HISTORY     - Date     Condition        Report By
 FC0882  HISTORY     - 1960     MONUMENTED       CGS
 FC0882
 FC0882                          STATION DESCRIPTION
 FC0882
 FC0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0882'2 MI NW FROM DORTON.
 FC0882'THIS MARK IS LOCATED AT THE HUGH 1960 STATION SITE, 48.3 FT.
 FC0882'NORTH OF THE STATION MARK, 48 FT. NORTH OF A WITNESS SIGN, AND
 FC0882'38 FT. NORTH OF THE CENTER OF A TRACK ROAD.  THE DISK IS CEMENTED
 FC0882'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1049 ***********************************************************************
 GA1049  DESIGNATION -  HUGHES 2
 GA1049  PID         -  GA1049
 GA1049  STATE/COUNTY-  TN/GREENE
 GA1049  USGS QUAD   -  BAILEYTON (1971)
 GA1049
 GA1049                         *CURRENT SURVEY CONTROL
 GA1049  ___________________________________________________________________
 GA1049* NAD 83(1995)-  36 19 15.49543(N)    082 49 57.45685(W)     ADJUSTED  
 GA1049* NAVD 88     -       376.95   (meters)    1236.7    (feet)  RESET     
 GA1049  ___________________________________________________________________
 GA1049  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GA1049  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1049
 GA1049  HORZ ORDER  -  THIRD
 GA1049  VERT ORDER  -  THIRD
 GA1049
 GA1049.The horizontal coordinates were established by classical geodetic methods
 GA1049.and adjusted by the National Geodetic Survey in April 1999..
 GA1049.No horizontal observational check was made to the station.
 GA1049
 GA1049.The orthometric height was computed from unverified reset data.
 GA1049
 GA1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1049
 GA1049.The geoid height was determined by GEOID03.
 GA1049
 GA1049;                    North         East     Units Scale Factor Converg.
 GA1049;SPC TN       -   225,131.781   884,366.235   MT  0.99998443   +1 51 15.5
 GA1049;SPC TN       -   738,619.85  2,901,458.22   sFT  0.99998443   +1 51 15.5
 GA1049;UTM  17      - 4,021,108.395   335,493.150   MT  0.99993344   -1 05 08.6
 GA1049
 GA1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1049!SPC TN       -   0.99994577  x   0.99998443  =   0.99993020
 GA1049!UTM  17      -   0.99994577  x   0.99993344  =   0.99987922
 GA1049
 GA1049|---------------------------------------------------------------------|
 GA1049| PID    Reference Object                     Distance      Geod. Az  |
 GA1049|                                                           dddmmss.s |
 GA1049| GA1051 HUGHES 2 RM 3                        14.736 METERS 05750     |
 GA1049| GA1047 HUGHES 2 RM 4                        13.555 METERS 16025     |
 GA1049| DC2212 HUGHES 2 AZ MK                                     1760140.4 |
 GA1049| GA1048 HUGHES                               98.198 METERS 33550     |
 GA1049| GA1045 HUGHES AZ MK                                       3475640.4 |
 GA1049|---------------------------------------------------------------------|
 GA1049
 GA1049                          SUPERSEDED SURVEY CONTROL
 GA1049
 GA1049  NAD 83(1995)-  36 19 15.49808(N)    082 49 57.46002(W) AD(       ) 3
 GA1049  NAD 83(1995)-  36 19 15.50531(N)    082 49 57.46939(W) AD(       ) 3
 GA1049  NAD 83(1995)-  36 19 15.50013(N)    082 49 57.45926(W) AD(       ) 3
 GA1049  NAD 83(1986)-  36 19 15.50288(N)    082 49 57.46017(W) AD(       ) 3
 GA1049  NAD 27      -  36 19 15.14393(N)    082 49 57.88808(W) AD(       ) 3
 GA1049  NGVD 29 (07/19/86)  377.09   (m)         1237.2    (f) LEVELING    3  
 GA1049
 GA1049.Superseded values are not recommended for survey control.
 GA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1049.See file dsdata.txt to determine how the superseded data were derived.
 GA1049
 GA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3549321108(NAD 83)
 GA1049_MARKER: DB = BENCH MARK DISK
 GA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1049_STAMPING: HUGHES 2 1972
 GA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1049+STABILITY: SURFACE MOTION
 GA1049
 GA1049  HISTORY     - Date     Condition        Report By
 GA1049  HISTORY     - 1972     MONUMENTED       NGS
 GA1049  HISTORY     - 1972     GOOD             NGS
 GA1049  HISTORY     - 1980     GOOD             NGS
 GA1049
 GA1049                          STATION DESCRIPTION
 GA1049
 GA1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA1049'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF BAILEYTON, AT THE
 GA1049'EXTREME END OF THE
 GA1049'SOUTHEAST ANGLE OF THE INTERSECTION AND
 GA1049'INTERCHANGE OF INTERSTATE HIGHWAY 81
 GA1049'AND GREENVILLE ROAD, 63 FEET
 GA1049'EAST OF THE CENTERLINE OF GREENVILLE ROAD, 1 FOOT
 GA1049'NORTHWEST OF A
 GA1049'METAL WITNESS POST, AND 12 FEET WEST OF A FENCE CORNER.  THE
 GA1049'MONUMENT PROJECTS
 GA1049'2 INCHES AND THE DISK IS STAMPED HUGHES 2 1972.
 GA1049'
 GA1049'REFERENCE MARK 3 IS 107 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 GA1049'FOOT WEST OF A
 GA1049'METAL WITNESS POST, 38 FEET NORTHEAST OF THE FENCE
 GA1049'CORNER AND 1 FOOT NORTH OF
 GA1049'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS
 GA1049'2 INCHES AND THE DISK IS STAMPED HUGHES 2 NO
 GA1049'3 1972.
 GA1049'
 GA1049'REFERENCE MARK 3 IS 1 FOOT WEST OF FENCE, 1 FOOT NORTH OF A METAL
 GA1049'WITNESS POST, 44
 GA1049'FEET SOUTH OF THE FENCE CORNER AND 72 FEET EAST OF
 GA1049'THE CENTERLINE OF THE ROAD.  THE
 GA1049'MONUMENT PROJECTS 2 INCHES AND THE
 GA1049'DISK IS STAMPED HUGHES 2 NO 4 1972.
 GA1049'
 GA1049'THE AZIMUTH MARK IS 0.3 MILE SOUTH ALONG THE ROAD FROM THE STATION,
 GA1049'83 FEET NORTHWEST
 GA1049'AND ACROSS THE ROAD FROM POWER POLE 1 304 32 23, 25
 GA1049'FEET WEST OF THE CENTERLINE OF THE
 GA1049'ROAD, 1 FOOT EAST OF A METAL
 GA1049'WITNESS POST, 7 FEET NORTH OF A 10 INCH OAK TREE AND
 GA1049'28 FEET
 GA1049'SOUTHEAST OF A 12 INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES AND
 GA1049'THE DISK IS
 GA1049'STAMPED HUGHES 2 1972.
 GA1049'
 GA1049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA1049
 GA1049                          STATION RECOVERY (1972)
 GA1049
 GA1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1049'1 MI S FROM BAILEYTON.
 GA1049'ABOUT 1 MILE SOUTH OF BAILEYTON IN THE EXTREME SOUTHEAST EDGE
 GA1049'OF THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE INTERSTATE
 GA1049'HIGHWAY 81 AND GREENVILLE ROAD, 63 FEET EAST OF THE CENTERLINE
 GA1049'OF GREENVILLE ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 GA1049'AND 12 FEET WEST OF A FENCE CORNER, SET IN THE TOP OF A ROUND
 GA1049'CONCRETE POST PROJECTING 2 INCHES.
 GA1049
 GA1049                          STATION RECOVERY (1980)
 GA1049
 GA1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA1049'ALL MARKS FOUND AS DESCRIBED.  2 IRON PINS WERE DRIVEN BESIDE EACH
 GA1049'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1051 ***********************************************************************
 GA1051  DESIGNATION -  HUGHES 2 RM 3
 GA1051  PID         -  GA1051
 GA1051  STATE/COUNTY-  TN/GREENE
 GA1051  USGS QUAD   -  BAILEYTON (1971)
 GA1051
 GA1051                         *CURRENT SURVEY CONTROL
 GA1051  ___________________________________________________________________
 GA1051* NAD 83(1986)-  36 19 15.     (N)    082 49 57.     (W)     SCALED    
 GA1051* NAVD 88     -       376.28   (meters)    1234.5    (feet)  RESET     
 GA1051  ___________________________________________________________________
 GA1051  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1051
 GA1051  VERT ORDER  -  THIRD
 GA1051
 GA1051.The horizontal coordinates were scaled from a topographic map and have
 GA1051.an estimated accuracy of +/- 6 seconds.
 GA1051
 GA1051.The orthometric height was computed from unverified reset data.
 GA1051
 GA1051.The geoid height was determined by GEOID03.
 GA1051
 GA1051;                    North         East    Units  Estimated Accuracy
 GA1051;SPC TN       -   225,120.      884,380.      MT  (+/- 180 meters Scaled)
 GA1051
 GA1051                          SUPERSEDED SURVEY CONTROL
 GA1051
 GA1051.No superseded survey control is available for this station.
 GA1051
 GA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA355210(NAD 83)
 GA1051_MARKER: DR = REFERENCE MARK DISK
 GA1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1051_STAMPING: HUGHES 2 NO 3 1972
 GA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1051+STABILITY: SURFACE MOTION
 GA1051
 GA1051  HISTORY     - Date     Condition        Report By
 GA1051  HISTORY     - 1972     MONUMENTED       NGS
 GA1051
 GA1051                          STATION DESCRIPTION
 GA1051
 GA1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA1051'1 MI S FROM BAILEYTON.
 GA1051'ABOUT 1 MILE SOUTH OF BAILEYTON, IN THE SOUTHEAST ANGLE OF THE
 GA1051'INTERSECTION OF INTERSTATE HIGHWAY 81 AND GREENVILLE ROAD, 107
 GA1051'FEET EAST OF THE CENTERLINE OF GREENVILLE ROAD, 1 FOOT WEST OF A
 GA1051'METAL WITNESS POST, 38 FEET NORTHEAST OF A FENCE CORNER AND 1 FOOT
 GA1051'NORTH OF RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A ROUND CONCRETE
 GA1051'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1047 ***********************************************************************
 GA1047  DESIGNATION -  HUGHES 2 RM 4
 GA1047  PID         -  GA1047
 GA1047  STATE/COUNTY-  TN/GREENE
 GA1047  USGS QUAD   -  BAILEYTON (1971)
 GA1047
 GA1047                         *CURRENT SURVEY CONTROL
 GA1047  ___________________________________________________________________
 GA1047* NAD 83(1986)-  36 19 15.     (N)    082 49 57.     (W)     SCALED    
 GA1047* NAVD 88     -       377.30   (meters)    1237.9    (feet)  RESET     
 GA1047  ___________________________________________________________________
 GA1047  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1047
 GA1047  VERT ORDER  -  THIRD
 GA1047
 GA1047.The horizontal coordinates were scaled from a topographic map and have
 GA1047.an estimated accuracy of +/- 6 seconds.
 GA1047
 GA1047.The orthometric height was computed from unverified reset data.
 GA1047
 GA1047.The geoid height was determined by GEOID03.
 GA1047
 GA1047;                    North         East    Units  Estimated Accuracy
 GA1047;SPC TN       -   225,120.      884,380.      MT  (+/- 180 meters Scaled)
 GA1047
 GA1047                          SUPERSEDED SURVEY CONTROL
 GA1047
 GA1047.No superseded survey control is available for this station.
 GA1047
 GA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA355210(NAD 83)
 GA1047_MARKER: DR = REFERENCE MARK DISK
 GA1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1047_STAMPING: HUGHES 2 NO 4 1972
 GA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1047+STABILITY: SURFACE MOTION
 GA1047
 GA1047  HISTORY     - Date     Condition        Report By
 GA1047  HISTORY     - 1972     MONUMENTED       NGS
 GA1047
 GA1047                          STATION DESCRIPTION
 GA1047
 GA1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA1047'1 MI S FROM BAILEYTON.
 GA1047'ABOUT 1 MILE SOUTH OF BAILEYTON IN THE SOUTHEAST ANGLE OF THE
 GA1047'INTERSECTION OF INTERSTATE HIGHWAY 81 AND GREENVILLE ROAD, 1 FOOT
 GA1047'WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, 44 FEET
 GA1047'SOUTH OF A FENCE CORNER AND 72 FEET EAST OF THE CENTERLINE OF
 GA1047'GREENVILLE ROAD.  SET IN THE TOP OF A ROUND CONCRETE POST
 GA1047'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0799 ***********************************************************************
 FE0799  DESIGNATION -  HUMBOLDT
 FE0799  PID         -  FE0799
 FE0799  STATE/COUNTY-  TN/GIBSON
 FE0799  USGS QUAD   -  HUMBOLDT (1981)
 FE0799
 FE0799                         *CURRENT SURVEY CONTROL
 FE0799  ___________________________________________________________________
 FE0799* NAD 83(1986)-  35 49 10.     (N)    088 55 07.     (W)     SCALED    
 FE0799* NAVD 88     -       107.823  (meters)     353.75   (feet)  ADJUSTED  
 FE0799  ___________________________________________________________________
 FE0799  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0799  DYNAMIC HT  -         107.730 (meters)     353.44  (feet)  COMP
 FE0799  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 FE0799
 FE0799  VERT ORDER  -  SECOND    CLASS 0
 FE0799
 FE0799.The horizontal coordinates were scaled from a topographic map and have
 FE0799.an estimated accuracy of +/- 6 seconds.
 FE0799
 FE0799.The orthometric height was determined by differential leveling
 FE0799.and adjusted by the National Geodetic Survey in June 1991..
 FE0799
 FE0799.The geoid height was determined by GEOID03.
 FE0799
 FE0799.The dynamic height is computed by dividing the NAVD 88
 FE0799.geopotential number by the normal gravity value computed on the
 FE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0799.degrees latitude (g = 980.6199 gals.).
 FE0799
 FE0799.The modeled gravity was interpolated from observed gravity values.
 FE0799
 FE0799;                    North         East    Units  Estimated Accuracy
 FE0799;SPC TN       -   168,820.      336,300.      MT  (+/- 180 meters Scaled)
 FE0799
 FE0799                          SUPERSEDED SURVEY CONTROL
 FE0799
 FE0799  NGVD 29 (??/??/??)  107.871  (m)          353.91   (f) ADJUSTED    2 0
 FE0799
 FE0799.Superseded values are not recommended for survey control.
 FE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0799.See file dsdata.txt to determine how the superseded data were derived.
 FE0799
 FE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE266656(NAD 83)
 FE0799_MARKER: DB = BENCH MARK DISK
 FE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0799_STAMPING: HUMBOLDT 1934
 FE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0799+STABILITY: SURFACE MOTION
 FE0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0799+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0799
 FE0799  HISTORY     - Date     Condition        Report By
 FE0799  HISTORY     - 1934     MONUMENTED       CGS
 FE0799  HISTORY     - 1968     GOOD             USA
 FE0799  HISTORY     - 20020914 GOOD             USACE
 FE0799
 FE0799                          STATION DESCRIPTION
 FE0799
 FE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE0799'AT HUMBOLDT.
 FE0799'AT HUMBOLDT, GIBSON COUNTY, AT THE REAR OF THE CITY HALL, AT A
 FE0799'WATER TOWER, IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 FE0799'NORTHEAST SUPPORT, AND 6 INCHES BACK FROM EACH EDGE OF THE
 FE0799'NORTHWEST CORNER.  A STANDARD DISK, STAMPED HUMBOLDT 1934.
 FE0799
 FE0799                          STATION RECOVERY (1968)
 FE0799
 FE0799'RECOVERY NOTE BY US ARMY 1968
 FE0799'RECOVERED IN GOOD CONDITION.
 FE0799
 FE0799                          STATION RECOVERY (2002)
 FE0799
 FE0799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2398 ***********************************************************************
 FE2398  DESIGNATION -  HUMBOLDT
 FE2398  PID         -  FE2398
 FE2398  STATE/COUNTY-  TN/GIBSON
 FE2398  USGS QUAD   -  HUMBOLDT (1981)
 FE2398
 FE2398                         *CURRENT SURVEY CONTROL
 FE2398  ___________________________________________________________________
 FE2398* NAD 83(1995)-  35 49 19.99798(N)    088 54 19.35936(W)     ADJUSTED  
 FE2398* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2398  ___________________________________________________________________
 FE2398  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FE2398  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2398
 FE2398  HORZ ORDER  -  SECOND
 FE2398
 FE2398.The horizontal coordinates were established by classical geodetic methods
 FE2398.and adjusted by the National Geodetic Survey in April 1999..
 FE2398
 FE2398.The orthometric height was scaled from a topographic map.
 FE2398
 FE2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2398
 FE2398.The geoid height was determined by GEOID03.
 FE2398
 FE2398;                    North         East     Units Scale Factor Converg.
 FE2398;SPC TN       -   169,087.202   337,505.858   MT  0.99994842   -1 42 03.3
 FE2398;SPC TN       -   554,746.93  1,107,300.47   sFT  0.99994842   -1 42 03.3
 FE2398;UTM  16      - 3,965,905.919   327,878.168   MT  0.99996507   -1 06 55.6
 FE2398
 FE2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2398!SPC TN       -   0.99998466  x   0.99994842  =   0.99993308
 FE2398!UTM  16      -   0.99998466  x   0.99996507  =   0.99994973
 FE2398
 FE2398:                Primary Azimuth Mark                     Grid Az
 FE2398:SPC TN       -  HUMBOLDT FULL FASHIONED STACK            008 35 39.2
 FE2398:UTM  16      -  HUMBOLDT FULL FASHIONED STACK            008 00 31.5
 FE2398
 FE2398|---------------------------------------------------------------------|
 FE2398| PID    Reference Object                     Distance      Geod. Az  |
 FE2398|                                                           dddmmss.s |
 FE2398| FE2394 HUMBOLDT FULL FASHIONED STACK       APPROX. 0.6 KM 0065335.9 |
 FE2398| CG3517 HUMBOLDT RM 1                        26.875 METERS 01315     |
 FE2398| FE2391 MEDINA MUNICIPAL TANK               APPROX.11.9 KM 1002326.3 |
 FE2398| FE2395 HUMBOLDT MUN STANDPIPE              140.044 METERS 11347     |
 FE2398| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 1.2 KM 2232453.0 |
 FE2398| CG3518 HUMBOLDT RM 2                        22.776 METERS 25158     |
 FE2398| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 1.3 KM 2562723.7 |
 FE2398| CG3516 HUMBOLDT AZ MK                                     3374607.5 |
 FE2398|---------------------------------------------------------------------|
 FE2398
 FE2398                          SUPERSEDED SURVEY CONTROL
 FE2398
 FE2398  NAD 83(1995)-  35 49 20.00204(N)    088 54 19.36321(W) AD(       ) 2
 FE2398  NAD 83(1986)-  35 49 20.00944(N)    088 54 19.35979(W) AD(       ) 2
 FE2398  NAD 27      -  35 49 19.76310(N)    088 54 19.13730(W) AD(       ) 2
 FE2398
 FE2398.Superseded values are not recommended for survey control.
 FE2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2398.See file dsdata.txt to determine how the superseded data were derived.
 FE2398
 FE2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2787865906(NAD 83)
 FE2398_MARKER: DS = TRIANGULATION STATION DISK
 FE2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2398
 FE2398  HISTORY     - Date     Condition        Report By
 FE2398  HISTORY     - 1958     MONUMENTED       CGS
 FE2398  HISTORY     - 1968     GOOD             AMS
 FE2398
 FE2398                          STATION DESCRIPTION
 FE2398
 FE2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2398'THE STATION IS IN THE SOUTHEAST CORNER OF BAILEY PARK IN THE EAST
 FE2398'EDGE OF HUMBOLDT. THE PARK IS OWNED BY THE CITY.  IT IS 37 FEET
 FE2398'NORTHEAST OF THE NORTHEAST EDGE OF A TENNIS COURT, 48.2 FEET
 FE2398'SOUTHWEST OF THE SOUTHWEST CORNER OF A PARKING LOT, 24 FEET
 FE2398'NORTHWEST OF A WHITE WITNESS POST AND 17 FEET NORTHWEST OF A 10 INCH
 FE2398'CEDAR TREE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2398'STAMPED HUMBOLDT 1958.
 FE2398'
 FE2398'REFERENCE MARK 1 IS 22 FEET WEST OF THE WEST EDGE OF THE PARKING LOT
 FE2398'AND 21 FEET WEST OF A FIRE PLUG. THE MONUMENT IS FLUSH AND THE
 FE2398'DISK IS STAMPED HUMBOLDT NO 1 1958.
 FE2398'
 FE2398'REFERENCE MARK 2 IS 34 FEET WEST OF A POWER LINE POLE AND 3 FEET
 FE2398'NORTH OF THE NORTH EDGE OF THE TENNIS COURT. THE MONUMENT IS
 FE2398'FLUSH AND THE DISK IS STAMPED HUMBOLDT NO 2 1958.
 FE2398'
 FE2398'THE AZIMUTH MARK IS LOCATED AT 2235 MITCHELL STREET, 28 FEET
 FE2398'NORTHWEST OF THE INTERSECTION OF MITCHELL STREET AND 23RD
 FE2398'STREET, 19 FEET NORTH OF THE CENTERLINE OF MITCHELL STREET AND 2 FEET
 FE2398'WEST OF A POWER LINE POLE AND A WHITE WITNESS POST. THE
 FE2398'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HUMBOLDT 1958.
 FE2398'
 FE2398'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2398
 FE2398                          STATION RECOVERY (1968)
 FE2398
 FE2398'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 FE2398'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2394 ***********************************************************************
 FE2394  DESIGNATION -  HUMBOLDT FULL FASHIONED STACK
 FE2394  PID         -  FE2394
 FE2394  STATE/COUNTY-  TN/GIBSON
 FE2394  USGS QUAD   -  HUMBOLDT (1981)
 FE2394
 FE2394                         *CURRENT SURVEY CONTROL
 FE2394  ___________________________________________________________________
 FE2394* NAD 83(1995)-  35 49 40.69786(N)    088 54 16.28643(W)     ADJUSTED  
 FE2394* NAVD 88     -                                                        
 FE2394  ___________________________________________________________________
 FE2394  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2394  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2394
 FE2394  HORZ ORDER  -  THIRD
 FE2394
 FE2394.The horizontal coordinates were established by classical geodetic methods
 FE2394.and adjusted by the National Geodetic Survey in April 1999..
 FE2394
 FE2394
 FE2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2394
 FE2394.The geoid height was determined by GEOID03.
 FE2394
 FE2394;                    North         East     Units Scale Factor Converg.
 FE2394;SPC TN       -   169,722.591   337,601.886   MT  0.99994841   -1 42 01.5
 FE2394;SPC TN       -   556,831.53  1,107,615.52   sFT  0.99994841   -1 42 01.5
 FE2394;UTM  16      - 3,966,542.266   327,967.701   MT  0.99996469   -1 06 54.3
 FE2394
 FE2394                          SUPERSEDED SURVEY CONTROL
 FE2394
 FE2394  NAD 83(1995)-  35 49 40.70189(N)    088 54 16.29022(W) AD(       ) 4
 FE2394  NAD 83(1986)-  35 49 40.70939(N)    088 54 16.28681(W) AD(       ) 4
 FE2394  NAD 27      -  35 49 40.46200(N)    088 54 16.06600(W) AD(       ) 3
 FE2394
 FE2394.Superseded values are not recommended for survey control.
 FE2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2394.See file dsdata.txt to determine how the superseded data were derived.
 FE2394
 FE2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2796866542(NAD 83)
 FE2394_MARKER: 63 = STACK
 FE2394
 FE2394  HISTORY     - Date     Condition        Report By
 FE2394  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2394  HISTORY     - 1959     GOOD             CGS
 FE2394
 FE2394                          STATION DESCRIPTION
 FE2394
 FE2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2394'THE STATION IS THE CENTER OF THE TOP OF THE STACK WHICH IS ABOUT 1.0
 FE2394'MILE NORTHEAST OF THE HUMBOLDT BUSINESS DISTRICT.  IT IS MADE OF RED
 FE2394'COLORED BRICK, ABOUT 10 FEET IN DIAMETER AT THE BOTTOM, ABOUT 5 FEET
 FE2394'IN DIAMETER AT THE TOP AND HAS AN OVERALL HEIGHT OF ABOUT 180
 FE2394'FEET.
 FE2394'
 FE2394'THE STACK IS ABOUT 0.1 MILE SOUTHWEST OF DUNCAN STREET AND ABOUT 300
 FE2394'FEET SOUTHEAST OF U.S. HIGHWAY 45.
 FE2394
 FE2394                          STATION RECOVERY (1959)
 FE2394
 FE2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2394'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2394'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2395 ***********************************************************************
 FE2395  DESIGNATION -  HUMBOLDT MUN STANDPIPE
 FE2395  PID         -  FE2395
 FE2395  STATE/COUNTY-  TN/GIBSON
 FE2395  USGS QUAD   -  HUMBOLDT (1981)
 FE2395
 FE2395                         *CURRENT SURVEY CONTROL
 FE2395  ___________________________________________________________________
 FE2395* NAD 83(1995)-  35 49 18.16508(N)    088 54 14.25434(W)     ADJUSTED  
 FE2395* NAVD 88     -                                                        
 FE2395  ___________________________________________________________________
 FE2395  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FE2395  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2395
 FE2395  HORZ ORDER  -  THIRD
 FE2395
 FE2395.The horizontal coordinates were established by classical geodetic methods
 FE2395.and adjusted by the National Geodetic Survey in April 1999..
 FE2395
 FE2395
 FE2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2395
 FE2395.The geoid height was determined by GEOID03.
 FE2395
 FE2395;                    North         East     Units Scale Factor Converg.
 FE2395;SPC TN       -   169,026.936   337,632.263   MT  0.99994842   -1 42 00.3
 FE2395;SPC TN       -   554,549.21  1,107,715.18   sFT  0.99994842   -1 42 00.3
 FE2395;UTM  16      - 3,965,846.946   328,005.184   MT  0.99996453   -1 06 52.5
 FE2395
 FE2395                          SUPERSEDED SURVEY CONTROL
 FE2395
 FE2395  NAD 83(1995)-  35 49 18.16913(N)    088 54 14.25815(W) AD(       ) 4
 FE2395  NAD 83(1986)-  35 49 18.17654(N)    088 54 14.25475(W) AD(       ) 4
 FE2395  NAD 27      -  35 49 17.93000(N)    088 54 14.03300(W) AD(       ) 3
 FE2395
 FE2395.Superseded values are not recommended for survey control.
 FE2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2395.See file dsdata.txt to determine how the superseded data were derived.
 FE2395
 FE2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2800565847(NAD 83)
 FE2395_MARKER: 52 = STANDPIPE TANK
 FE2395
 FE2395  HISTORY     - Date     Condition        Report By
 FE2395  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2395  HISTORY     - 1959     GOOD             CGS
 FE2395
 FE2395                          STATION DESCRIPTION
 FE2395
 FE2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2395'THE STATION IS THE BALL AT THE CENTER OF THE TOP OF THE STANDPIPE
 FE2395'WHICH IS ABOUT 1.0 MILE EAST OF THE HUMBOLDT BUSINESS DISTRICT.  IT
 FE2395'IS A STEEL STRUCTURE PAINTED SILVER, ABOUT 20 FEET IN DIAMETER WITH
 FE2395'AN OVERALL HEIGHT OF 100 FEET.
 FE2395'
 FE2395'IT IS LOCATED 200 FEET SOUTH OF THE SOUTHEAST CORNER OF ST. MARYS
 FE2395'HOSPITAL WHICH IS ABOUT 500 FEET EAST OF THE INTERSECTION
 FE2395'OF 23RD STREET AND MITCHELL STREET.
 FE2395
 FE2395                          STATION RECOVERY (1959)
 FE2395
 FE2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2395'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2395'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2396 ***********************************************************************
 FE2396  DESIGNATION -  HUMBOLDT MUNICIPAL TANK
 FE2396  PID         -  FE2396
 FE2396  STATE/COUNTY-  TN/GIBSON
 FE2396  USGS QUAD   -  HUMBOLDT (1981)
 FE2396
 FE2396                         *CURRENT SURVEY CONTROL
 FE2396  ___________________________________________________________________
 FE2396* NAD 83(1995)-  35 49 10.40820(N)    088 55 08.22615(W)     ADJUSTED  
 FE2396* NAVD 88     -                                                        
 FE2396  ___________________________________________________________________
 FE2396  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2396  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2396
 FE2396  HORZ ORDER  -  THIRD
 FE2396
 FE2396.The horizontal coordinates were established by classical geodetic methods
 FE2396.and adjusted by the National Geodetic Survey in April 1999..
 FE2396
 FE2396
 FE2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2396
 FE2396.The geoid height was determined by GEOID03.
 FE2396
 FE2396;                    North         East     Units Scale Factor Converg.
 FE2396;SPC TN       -   168,828.274   336,271.018   MT  0.99994843   -1 42 31.9
 FE2396;SPC TN       -   553,897.43  1,103,249.16   sFT  0.99994843   -1 42 31.9
 FE2396;UTM  16      - 3,965,634.381   326,646.015   MT  0.99997032   -1 07 23.9
 FE2396
 FE2396                          SUPERSEDED SURVEY CONTROL
 FE2396
 FE2396  NAD 83(1995)-  35 49 10.41230(N)    088 55 08.22989(W) AD(       ) 4
 FE2396  NAD 83(1986)-  35 49 10.41970(N)    088 55 08.22654(W) AD(       ) 4
 FE2396  NAD 27      -  35 49 10.17300(N)    088 55 08.00100(W) AD(       ) 3
 FE2396
 FE2396.Superseded values are not recommended for survey control.
 FE2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2396.See file dsdata.txt to determine how the superseded data were derived.
 FE2396
 FE2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2664665634(NAD 83)
 FE2396_MARKER: 53 = ELEVATED TANK
 FE2396
 FE2396  HISTORY     - Date     Condition        Report By
 FE2396  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2396  HISTORY     - 1959     GOOD             CGS
 FE2396
 FE2396                          STATION DESCRIPTION
 FE2396
 FE2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2396'THE STATION IS THE CENTER OF THE TOP OF THE TANK WHICH IS IN THE
 FE2396'CENTER OF HUMBOLDT.  IT IS ABOUT 150 FEET HIGH, A SIX LEGGED STEEL
 FE2396'STRUCTURE, PAINTED SILVER WITH THE LEGEND HUMBOLDT PAINTED IN BLACK
 FE2396'LETTERS ON THE EAST AND WEST SIDES.
 FE2396'
 FE2396'IT IS 20 FEET SOUTH OF THE SOUTH EDGE OF THE CITY HALL AND 20 FEET
 FE2396'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE STATION.
 FE2396
 FE2396                          STATION RECOVERY (1959)
 FE2396
 FE2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2396'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2396'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2397 ***********************************************************************
 FE2397  DESIGNATION -  HUMBOLDT RAD STA WIRJ MAST
 FE2397  PID         -  FE2397
 FE2397  STATE/COUNTY-  TN/GIBSON
 FE2397  USGS QUAD   -  HUMBOLDT (1981)
 FE2397
 FE2397                         *CURRENT SURVEY CONTROL
 FE2397  ___________________________________________________________________
 FE2397* NAD 83(1995)-  35 48 52.23177(N)    088 54 51.61141(W)     ADJUSTED  
 FE2397* NAVD 88     -                                                        
 FE2397  ___________________________________________________________________
 FE2397  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2397  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2397
 FE2397  HORZ ORDER  -  THIRD
 FE2397
 FE2397.The horizontal coordinates were established by classical geodetic methods
 FE2397.and adjusted by the National Geodetic Survey in April 1999..
 FE2397
 FE2397
 FE2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2397
 FE2397.The geoid height was determined by GEOID03.
 FE2397
 FE2397;                    North         East     Units Scale Factor Converg.
 FE2397;SPC TN       -   168,255.909   336,671.202   MT  0.99994846   -1 42 22.2
 FE2397;SPC TN       -   552,019.59  1,104,562.10   sFT  0.99994846   -1 42 22.2
 FE2397;UTM  16      - 3,965,066.123   327,052.037   MT  0.99996858   -1 07 13.7
 FE2397
 FE2397                          SUPERSEDED SURVEY CONTROL
 FE2397
 FE2397  NAD 83(1995)-  35 48 52.23591(N)    088 54 51.61519(W) AD(       ) 4
 FE2397  NAD 83(1986)-  35 48 52.24319(N)    088 54 51.61182(W) AD(       ) 4
 FE2397  NAD 27      -  35 48 51.99400(N)    088 54 51.38700(W) AD(       ) 3
 FE2397
 FE2397.Superseded values are not recommended for survey control.
 FE2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2397.See file dsdata.txt to determine how the superseded data were derived.
 FE2397
 FE2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2705265066(NAD 83)
 FE2397_MARKER: 42 = RADIO/TV MAST
 FE2397
 FE2397  HISTORY     - Date     Condition        Report By
 FE2397  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2397  HISTORY     - 1959     GOOD             CGS
 FE2397
 FE2397                          STATION DESCRIPTION
 FE2397
 FE2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2397'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A THREE
 FE2397'LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 276 FEET.  THE
 FE2397'MAST IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE
 FE2397'AND HAS A RED BLINKER LIGHT ON THE TOP.
 FE2397'
 FE2397'IT IS ABOUT 1/2 MILE SOUTH OF THE HUMBOLDT BUSINESS DISTRICT.
 FE2397
 FE2397                          STATION RECOVERY (1959)
 FE2397
 FE2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2397'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2397'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2782 ***********************************************************************
 FE2782  DESIGNATION -  HUMBPORT
 FE2782  PID         -  FE2782
 FE2782  STATE/COUNTY-  TN/GIBSON
 FE2782  USGS QUAD   -  HUMBOLDT (1981)
 FE2782
 FE2782                         *CURRENT SURVEY CONTROL
 FE2782  ___________________________________________________________________
 FE2782* NAD 83(1995)-  35 47 57.94114(N)    088 52 40.04566(W)     ADJUSTED  
 FE2782* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 FE2782  ___________________________________________________________________
 FE2782  X           -     101,433.178 (meters)                     COMP
 FE2782  Y           -  -5,178,132.603 (meters)                     COMP
 FE2782  Z           -   3,710,220.239 (meters)                     COMP
 FE2782  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FE2782  ELLIP HEIGHT-          95.74  (meters)          (04/12/99) GPS OBS
 FE2782  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2782
 FE2782  HORZ ORDER  -  THIRD
 FE2782  ELLP ORDER  -  FOURTH    CLASS I
 FE2782
 FE2782.This mark is at Humboldt Airport (M53)
 FE2782
 FE2782.The horizontal coordinates were established by GPS observations
 FE2782.and adjusted by the National Geodetic Survey in April 1999..
 FE2782
 FE2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2782
 FE2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2782
 FE2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2782
 FE2782.The ellipsoidal height was determined by GPS observations
 FE2782.and is referenced to NAD 83.
 FE2782
 FE2782.The geoid height was determined by GEOID03.
 FE2782
 FE2782;                    North         East     Units Scale Factor Converg.
 FE2782;SPC TN       -   166,485.713   339,923.218   MT  0.99994858   -1 41 05.2
 FE2782;SPC TN       -   546,211.88  1,115,231.42   sFT  0.99994858   -1 41 05.2
 FE2782;UTM  16      - 3,963,329.251   330,322.027   MT  0.99995478   -1 05 55.2
 FE2782
 FE2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2782!SPC TN       -   0.99998497  x   0.99994858  =   0.99993355
 FE2782!UTM  16      -   0.99998497  x   0.99995478  =   0.99993975
 FE2782
 FE2782                          SUPERSEDED SURVEY CONTROL
 FE2782
 FE2782  NAD 83(1995)-  35 47 57.94098(N)    088 52 40.04626(W) AD(       ) 3
 FE2782  NGVD 29 (09/17/90)  124.1    (m)          407.     (f) GPS OBS        
 FE2782
 FE2782.Superseded values are not recommended for survey control.
 FE2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2782.See file dsdata.txt to determine how the superseded data were derived.
 FE2782
 FE2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3032263329(NAD 83)
 FE2782_MARKER: I = METAL ROD
 FE2782_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2782_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2782+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 FE2782
 FE2782  HISTORY     - Date     Condition        Report By
 FE2782  HISTORY     - 1987     MONUMENTED       NGS
 FE2782  HISTORY     - 19890712 GOOD
 FE2782
 FE2782                          STATION DESCRIPTION
 FE2782
 FE2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2782'3.75 MILES SOUTH ALONG 45 HIGHWAY 45 W SOUTH BY PASS FROM THE JUNCTION
 FE2782'OF US HIGHWAY 45 W IN HUMBOLDT, TO THE JUNCTION OF US HIGHWAY 45 W
 FE2782'AND 45 W BUSINESS, THENCE 0.80 MILE SOUTH ALONG US HIGHWAY 45 W TO
 FE2782'THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.10 MILE EASTERLY
 FE2782'ALONG AIRPORT ENTRANCE DRIVE TO THE BRICK OFFICE BUILDING FOR THE
 FE2782'HUMBOLD MUNICIPAL AIRPORT, THENCE 0.10 MILE NORTHWEST ALONG TAXIWAY
 FE2782'TAXIWAY TO TAXIWAY CROSSOVER AND MARK A 3-D MARK, A STAINLESS STEEL
 FE2782'ROD DRIVEN 72.0 FEET TO REFUSAL 5 INCHES BELOW GROUND ENCASED IN
 FE2782'A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE
 FE2782'WITH LOGO CAP, ---STAMPED HUMBPORT 1987, 2 INCHES BELOW GROUND, WITH A
 FE2782'REBAR IN CONCRETE, 60.3 FEET SOUTHEAST OF SOUTHEAST EDGE OF RUNWAY,
 FE2782'85.0 FEET NORTHEAST OF NORTHEAST EDGE OF CROSSOVER, 82.7 FEET
 FE2782'NORTHWEST OF NORTHWEST EDGE OF TAXIWAY, 51.8 FEET SOUTHEAST OF A
 FE2782'STEEL PIPE FOR A TAXIWAY GUIDANCE SIGN AND 0.7 FOOT SOUTHWEST OF A
 FE2782'FIBERGLASS WITNESS POST.
 FE2782'
 FE2782'NOTE--  CONTACT GUY LONDE AT 901-989-7580 HOME OR 901-784-5571
 FE2782'OFFICE BEFORE WORKING ON AIRPORT.
 FE2782
 FE2782                          STATION RECOVERY (1989)
 FE2782
 FE2782'RECOVERED 1989
 FE2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2783 ***********************************************************************
 FE2783  DESIGNATION -  HUMBPORT AZ MK
 FE2783  PID         -  FE2783
 FE2783  STATE/COUNTY-  TN/GIBSON
 FE2783  USGS QUAD   -  MEDINA (1981)
 FE2783
 FE2783                         *CURRENT SURVEY CONTROL
 FE2783  ___________________________________________________________________
 FE2783* NAD 83(1995)-  35 48 12.25934(N)    088 52 22.73835(W)     ADJUSTED  
 FE2783* NAVD 88     -       127.2    (meters)     417.     (feet)  VERTCON   
 FE2783  ___________________________________________________________________
 FE2783  X           -     101,862.638 (meters)                     COMP
 FE2783  Y           -  -5,177,868.539 (meters)                     COMP
 FE2783  Z           -   3,710,580.015 (meters)                     COMP
 FE2783  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FE2783  ELLIP HEIGHT-          98.91  (meters)          (04/12/99) GPS OBS
 FE2783  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2783
 FE2783  HORZ ORDER  -  THIRD
 FE2783  ELLP ORDER  -  FOURTH    CLASS I
 FE2783
 FE2783.This mark is at Humboldt Airport (M53)
 FE2783
 FE2783.The horizontal coordinates were established by GPS observations
 FE2783.and adjusted by the National Geodetic Survey in April 1999..
 FE2783
 FE2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2783
 FE2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2783
 FE2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2783
 FE2783.The ellipsoidal height was determined by GPS observations
 FE2783.and is referenced to NAD 83.
 FE2783
 FE2783.The geoid height was determined by GEOID03.
 FE2783
 FE2783;                    North         East     Units Scale Factor Converg.
 FE2783;SPC TN       -   166,914.035   340,370.525   MT  0.99994854   -1 40 55.0
 FE2783;SPC TN       -   547,617.13  1,116,698.96   sFT  0.99994854   -1 40 55.0
 FE2783;UTM  16      - 3,963,762.128   330,764.932   MT  0.99995293   -1 05 45.5
 FE2783
 FE2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2783!SPC TN       -   0.99998448  x   0.99994854  =   0.99993302
 FE2783!UTM  16      -   0.99998448  x   0.99995293  =   0.99993741
 FE2783
 FE2783                          SUPERSEDED SURVEY CONTROL
 FE2783
 FE2783  NAD 83(1995)-  35 48 12.25917(N)    088 52 22.73895(W) AD(       ) 3
 FE2783  NGVD 29 (09/17/90)  127.2    (m)          417.     (f) GPS OBS        
 FE2783
 FE2783.Superseded values are not recommended for survey control.
 FE2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2783.See file dsdata.txt to determine how the superseded data were derived.
 FE2783
 FE2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3076563762(NAD 83)
 FE2783_MARKER: I = METAL ROD
 FE2783_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2783_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2783+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 FE2783
 FE2783  HISTORY     - Date     Condition        Report By
 FE2783  HISTORY     - 1987     MONUMENTED       NGS
 FE2783  HISTORY     - 19890712 GOOD
 FE2783
 FE2783                          STATION DESCRIPTION
 FE2783
 FE2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2783'3.75 MILES SOUTH ALONG 45 HIGHWAY 45 W SOUTH BY PASS FROM THE JUNCTION
 FE2783'OF US HIGHWAY 45 W IN HUMBOLDT, TO THE JUNCTION OF US HIGHWAY 45 W
 FE2783'AND 45 W BUSINESS, THENCE 0.80 MILE SOUTH ALONG US HIGHWAY 45 W TO
 FE2783'THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.10 MILE EASTERLY
 FE2783'ALONG AIRPORT ENTRANCE DRIVE TO THE BRICK OFFICE BUILDING FOR THE
 FE2783'HUMBOLD MUNICIPAL AIRPORT, THENCE 0.10 MILE NORTHWEST ALONG TAXIWAY
 FE2783'TAXIWAY TO TAXIWAY CROSSOVER ,THENCE 0.4 MILE NORTHEAST ALONG
 FE2783'TAXIWAY TO A TAXIWAY CROSSOVER AND MARK ON LEFT, A 3-D MARK, A
 FE2783'STAINLESS STEEL ROD DRIVEN 70.0 FEET TO REFUSAL, 6 INCHES BELOW
 FE2783'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 FE2783'IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED HUMBPORT AZ MK 1987,
 FE2783'2 INCHES BELOW GROUND WITH A REBAR IN CONCRETE, 65.0 FEET SOUTHEAST
 FE2783'OF SOUTHEAST EDGE OF RUNWAY, 56.3 FEET SOUTHWEST OF SOUTHWEST EDGE
 FE2783'OF CROSSOVER, 79.0 FEET NORTHWEST OF NORTHWEST EDGE OF TAXIWAY, AND
 FE2783'1.0 FOOT NORTHEAST OF A FIBERGLASS WITNESS POST.
 FE2783'
 FE2783'NOTE--  CONTACT GUY LONDE AT 901-989-7580 HOME OR 901-784-5571
 FE2783'OFFICE BEFORE WORKING ON AIRPORT.
 FE2783
 FE2783                          STATION RECOVERY (1989)
 FE2783
 FE2783'RECOVERED 1989
 FE2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0660 ***********************************************************************
 FD0660  DESIGNATION -  HUMP
 FD0660  PID         -  FD0660
 FD0660  STATE/COUNTY-  TN/WILLIAMSON
 FD0660  USGS QUAD   -  LEIPERS FORK (1981)
 FD0660
 FD0660                         *CURRENT SURVEY CONTROL
 FD0660  ___________________________________________________________________
 FD0660* NAD 83(1995)-  35 53 10.56553(N)    086 52 41.66238(W)     ADJUSTED  
 FD0660* NAVD 88     -       243.159  (meters)     797.76   (feet)  ADJUSTED  
 FD0660  ___________________________________________________________________
 FD0660  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FD0660  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0660  DYNAMIC HT  -         242.945 (meters)     797.06  (feet)  COMP
 FD0660  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0660
 FD0660  HORZ ORDER  -  SECOND
 FD0660  VERT ORDER  -  FIRST     CLASS II
 FD0660
 FD0660.The horizontal coordinates were established by classical geodetic methods
 FD0660.and adjusted by the National Geodetic Survey in April 1999..
 FD0660
 FD0660.The orthometric height was determined by differential leveling
 FD0660.and adjusted by the National Geodetic Survey in June 1991..
 FD0660
 FD0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0660
 FD0660.The geoid height was determined by GEOID03.
 FD0660
 FD0660.The dynamic height is computed by dividing the NAVD 88
 FD0660.geopotential number by the normal gravity value computed on the
 FD0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0660.degrees latitude (g = 980.6199 gals.).
 FD0660
 FD0660.The modeled gravity was interpolated from observed gravity values.
 FD0660
 FD0660;                    North         East     Units Scale Factor Converg.
 FD0660;SPC TN       -   172,652.405   520,706.265   MT  0.99994881   -0 30 51.0
 FD0660;SPC TN       -   566,443.77  1,708,350.47   sFT  0.99994881   -0 30 51.0
 FD0660;UTM  16      - 3,971,340.899   510,989.718   MT  0.99960149   +0 04 16.9
 FD0660
 FD0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0660!SPC TN       -   0.99996633  x   0.99994881  =   0.99991514
 FD0660!UTM  16      -   0.99996633  x   0.99960149  =   0.99956783
 FD0660
 FD0660:                Primary Azimuth Mark                     Grid Az
 FD0660:SPC TN       -  FRANK                                    006 50 11.7
 FD0660:UTM  16      -  FRANK                                    006 15 03.8
 FD0660
 FD0660|---------------------------------------------------------------------|
 FD0660| PID    Reference Object                     Distance      Geod. Az  |
 FD0660|                                                           dddmmss.s |
 FD0660| FD0665 FRANK                               APPROX. 3.5 KM 0061920.7 |
 FD0660| CG6556 HUMP RM 1                            24.049 METERS 02051     |
 FD0660| CG6555 HUMP AZ MK                                         0230217.1 |
 FD0660| CG6557 HUMP RM 2                            24.410 METERS 21538     |
 FD0660|---------------------------------------------------------------------|
 FD0660
 FD0660                          SUPERSEDED SURVEY CONTROL
 FD0660
 FD0660  NAD 83(1995)-  35 53 10.56777(N)    086 52 41.66368(W) AD(       ) 2
 FD0660  NAD 83(1986)-  35 53 10.57606(N)    086 52 41.66491(W) AD(       ) 2
 FD0660  NAD 27      -  35 53 10.33870(N)    086 52 41.65830(W) AD(       ) 2
 FD0660  NGVD 29 (??/??/??)  243.14   (m)          797.7    (f) RESET       3  
 FD0660
 FD0660.Superseded values are not recommended for survey control.
 FD0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0660.See file dsdata.txt to determine how the superseded data were derived.
 FD0660
 FD0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1099071341(NAD 83)
 FD0660_MARKER: DD = SURVEY DISK
 FD0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0660_STAMPING: HUMP 1962
 FD0660_MARK LOGO: TNHD  
 FD0660_PROJECTION: FLUSH
 FD0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0660+STABILITY: SURFACE MOTION
 FD0660
 FD0660  HISTORY     - Date     Condition        Report By
 FD0660  HISTORY     - 1962     MONUMENTED       TNHD
 FD0660  HISTORY     - 1963     GOOD             TNHD
 FD0660  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0660  HISTORY     - 1984     GOOD             NGS
 FD0660
 FD0660                          STATION DESCRIPTION
 FD0660
 FD0660'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0660'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF FRANKLIN.
 FD0660'
 FD0660'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND THE
 FD0660'JUNCTION OF U S HIGHWAY
 FD0660'431 AND U S 31, GO SOUTH ON U S HIGHWAY 31 FOR 2.75 MILES TO
 FD0660'THE AZIMUTH MARK ON THE
 FD0660'LEFT, CONTINUE 0.05 MILE SOUTH ON U S HIGHWAY
 FD0660'31 TO THE STATION ON THE LEFT.
 FD0660'
 FD0660'THE STATION IS 63 FEET NORTHEAST OF TELEPHONE POLE NO 97, 55 FEET
 FD0660'SOUTH OF TELEPHONE POLE
 FD0660'NO 906, 51 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0660'HIGHWAY 31, AND 6 FEET WEST OF A
 FD0660'METAL WITNESS POST.  SURFACE AND
 FD0660'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0660'DEPARTMENT DISKS AND
 FD0660'ARE STAMPED HUMP 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 FD0660'BELOW THE SURFACE.
 FD0660'THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 FD0660'FLUSH, CONCRETE MONUMENT.
 FD0660'
 FD0660'REFERENCE MARK NO 1 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0660'HIGHWAY 31, 29 FEET
 FD0660'NORTHEAST OF TELEPHONE POLE NO 906 AND 15 FEET WEST OF A
 FD0660'WIRE FENCE.  IT IS A STANDARD
 FD0660'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0660'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0660'AND THE DISK IS STAMPED
 FD0660'HUMP RM-1 1962.
 FD0660'
 FD0660'REFERENCE MARK NO 2 IS 42 FEET WEST OF A WIRE FENCE, 29 FEET EAST OF
 FD0660'THE APPROXIMATE
 FD0660'CENTER OF U S HIGHWAY 31 AND 18 FEET SOUTH OF
 FD0660'TELEPHONE POLE NO 907.  IT IS A
 FD0660'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0660'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0660'MONUMENT AND THE DISK
 FD0660'IS STAMPED HUMP RM-2 1962.
 FD0660'
 FD0660'THE AZIMUTH MARK IS 66 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0660'HIGHWAY 31, 45 FEET
 FD0660'NORTHEAST OF TELEPHONE POLE NO 904, 3 FEET WEST OF A WIRE
 FD0660'FENCE AND 2.1 FEET WEST OF
 FD0660'A METAL WITNESS POST.  IT IS A STANDARD
 FD0660'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0660'10-INCH SQUARE, FLUSH,
 FD0660'CONCRETE MONUMENT AND THE DISK IS STAMPED HUMP AZI 1962.
 FD0660'
 FD0660'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0660
 FD0660                          STATION RECOVERY (1963)
 FD0660
 FD0660'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0660'3 MI S FROM FRANKLIN.
 FD0660'FROM THE POST OFFICE IN FRANKLIN AND THE JUNCTION OF U.S. HIGHWAY
 FD0660'31, AND U.S. 431, GO SOUTH ON U.S. HIGHWAY 31 FOR 2.80 MILES
 FD0660'TO THE STATION ON THE LEFT.  THE MARK IS 63 FEET NORTHEAST OF
 FD0660'TELEPHONE POLE NO. 97, 55 FEET SOUTH OF TELEPHONE NO. 906, 51
 FD0660'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 6 FEET WEST OF
 FD0660'A METAL WITNESS POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0660'CONCRETE MONUMENT.
 FD0660
 FD0660                          STATION RECOVERY (1972)
 FD0660
 FD0660'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JSL)
 FD0660'HUMP AND REFS NOT FOUND BELIEVE REF. POLES HAVE BEEN RELOCTED OR
 FD0660'DESCRIPTION WRITTEN WRONG.  PROBABLY STILL IN WITH GRASS GROWING
 FD0660'OVER MONUMENTS.
 FD0660'
 FD0660'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI. S OF
 FD0660'FRANKLIN.
 FD0660
 FD0660                          STATION RECOVERY (1984)
 FD0660
 FD0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0660'RECOVERED IN GOOD CONDITION.  ADD 0.61 METERS (2.0 FT) SOUTHWEST OF
 FD0660'THE SOUTHWEST CORNER OF A ROCK LEDGE.
 FD0660'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 FD0660'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0662 ***********************************************************************
 FD0662  DESIGNATION -  HUMP AZ MK
 FD0662  PID         -  FD0662
 FD0662  STATE/COUNTY-  TN/WILLIAMSON
 FD0662  USGS QUAD   -  LEIPERS FORK (1981)
 FD0662
 FD0662                         *CURRENT SURVEY CONTROL
 FD0662  ___________________________________________________________________
 FD0662* NAD 83(1986)-  35 53 12.     (N)    086 52 42.     (W)     SCALED    
 FD0662* NAVD 88     -       244.674  (meters)     802.73   (feet)  ADJUSTED  
 FD0662  ___________________________________________________________________
 FD0662  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0662  DYNAMIC HT  -         244.459 (meters)     802.03  (feet)  COMP
 FD0662  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0662
 FD0662  VERT ORDER  -  FIRST     CLASS II
 FD0662
 FD0662.The horizontal coordinates were scaled from a topographic map and have
 FD0662.an estimated accuracy of +/- 6 seconds.
 FD0662
 FD0662.The orthometric height was determined by differential leveling
 FD0662.and adjusted by the National Geodetic Survey in June 1991..
 FD0662
 FD0662.The geoid height was determined by GEOID03.
 FD0662
 FD0662.The dynamic height is computed by dividing the NAVD 88
 FD0662.geopotential number by the normal gravity value computed on the
 FD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0662.degrees latitude (g = 980.6199 gals.).
 FD0662
 FD0662.The modeled gravity was interpolated from observed gravity values.
 FD0662
 FD0662;                    North         East    Units  Estimated Accuracy
 FD0662;SPC TN       -   172,700.      520,700.      MT  (+/- 180 meters Scaled)
 FD0662
 FD0662                          SUPERSEDED SURVEY CONTROL
 FD0662
 FD0662  NGVD 29 (??/??/??)  244.65   (m)          802.7    (f) RESET       3  
 FD0662
 FD0662.Superseded values are not recommended for survey control.
 FD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0662.See file dsdata.txt to determine how the superseded data were derived.
 FD0662
 FD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109713(NAD 83)
 FD0662_MARKER: DD = SURVEY DISK
 FD0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0662_STAMPING: HUMP AZI 1962
 FD0662_MARK LOGO: TNHD  
 FD0662_PROJECTION: FLUSH
 FD0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0662+STABILITY: SURFACE MOTION
 FD0662
 FD0662  HISTORY     - Date     Condition        Report By
 FD0662  HISTORY     - 1962     MONUMENTED       TNHD
 FD0662  HISTORY     - 1963     GOOD             TNHD
 FD0662  HISTORY     - 1984     GOOD             NGS
 FD0662
 FD0662                          STATION DESCRIPTION
 FD0662
 FD0662'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0662'2.8 MI S FROM FRANKLIN.
 FD0662'FROM THE POST OFFICE IN FRANKLIN, GO SOUTH ON U.S. HIGHWAY 31
 FD0662'FOR 2.75 MILES TO THE MARK ON THE LEFT.  THE MARK IS 66 FEET
 FD0662'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 45 FEET NORTHEAST
 FD0662'OF TELEPHONE POLE NO. 904, 3 FEET WEST OF A WIRE FENCE AND 2.1
 FD0662'FEET WEST OF A METAL WITNESS POST.  IT IS SET IN A 10-INCH
 FD0662'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0662
 FD0662                          STATION RECOVERY (1984)
 FD0662
 FD0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0662'RECOVERED IN GOOD CONDITION.  NOTE, ADD 32.0 METERS (150.0 FT)
 FD0662'NORTHEAST OF POWERLINE POLE NUMBER 905, AND 6.7 METERS (22.0 FT)
 FD0662'EAST-NORTHEAST OF A NO DUMPING SIGN.
 FD0662'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0661 ***********************************************************************
 FD0661  DESIGNATION -  HUMP RM 1
 FD0661  PID         -  FD0661
 FD0661  STATE/COUNTY-  TN/WILLIAMSON
 FD0661  USGS QUAD   -  LEIPERS FORK (1981)
 FD0661
 FD0661                         *CURRENT SURVEY CONTROL
 FD0661  ___________________________________________________________________
 FD0661* NAD 83(1986)-  35 53 10.     (N)    086 52 42.     (W)     SCALED    
 FD0661* NAVD 88     -       244.252  (meters)     801.35   (feet)  ADJUSTED  
 FD0661  ___________________________________________________________________
 FD0661  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0661  DYNAMIC HT  -         244.038 (meters)     800.65  (feet)  COMP
 FD0661  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0661
 FD0661  VERT ORDER  -  SECOND    CLASS 0
 FD0661
 FD0661.The horizontal coordinates were scaled from a topographic map and have
 FD0661.an estimated accuracy of +/- 6 seconds.
 FD0661
 FD0661.The orthometric height was determined by differential leveling
 FD0661.and adjusted by the National Geodetic Survey in June 1991..
 FD0661
 FD0661.The geoid height was determined by GEOID03.
 FD0661
 FD0661.The dynamic height is computed by dividing the NAVD 88
 FD0661.geopotential number by the normal gravity value computed on the
 FD0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0661.degrees latitude (g = 980.6199 gals.).
 FD0661
 FD0661.The modeled gravity was interpolated from observed gravity values.
 FD0661
 FD0661;                    North         East    Units  Estimated Accuracy
 FD0661;SPC TN       -   172,640.      520,700.      MT  (+/- 180 meters Scaled)
 FD0661
 FD0661                          SUPERSEDED SURVEY CONTROL
 FD0661
 FD0661  NGVD 29 (??/??/??)  244.23   (m)          801.3    (f) RESET       3  
 FD0661
 FD0661.Superseded values are not recommended for survey control.
 FD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0661.See file dsdata.txt to determine how the superseded data were derived.
 FD0661
 FD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109713(NAD 83)
 FD0661_MARKER: DD = SURVEY DISK
 FD0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0661_STAMPING: HUMP RM 1 1962
 FD0661_MARK LOGO: TNHD  
 FD0661_PROJECTION: FLUSH
 FD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0661+STABILITY: SURFACE MOTION
 FD0661
 FD0661  HISTORY     - Date     Condition        Report By
 FD0661  HISTORY     - 1962     MONUMENTED       TNHD
 FD0661  HISTORY     - 1963     GOOD             TNHD
 FD0661  HISTORY     - 1984     GOOD             NGS
 FD0661
 FD0661                          STATION DESCRIPTION
 FD0661
 FD0661'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0661'3 MI S FROM FRANKLIN.
 FD0661'THE MARK IS LOCATED AT THE HUMP 1962 STATION SITE, 52 FEET EAST
 FD0661'OF THE CENTER LINE OF U.S. HIGHWAY 31, 29 FEET NORTHEAST OF
 FD0661'TELEPHONE POLE NO. 906 AND 15 FEET WEST OF A WIRE FENCE.  IT IS
 FD0661'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0661
 FD0661                          STATION RECOVERY (1984)
 FD0661
 FD0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0661'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.  NOTE, ADD
 FD0661'19.6 METERS (64.4 FT) SOUTHEAST OF POWERLINE POLE NUMBER 905.
 FD0661'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FD0661'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0659 ***********************************************************************
 FD0659  DESIGNATION -  HUMP RM 2
 FD0659  PID         -  FD0659
 FD0659  STATE/COUNTY-  TN/WILLIAMSON
 FD0659  USGS QUAD   -  LEIPERS FORK (1981)
 FD0659
 FD0659                         *CURRENT SURVEY CONTROL
 FD0659  ___________________________________________________________________
 FD0659* NAD 83(1986)-  35 53 10.     (N)    086 52 42.     (W)     SCALED    
 FD0659* NAVD 88     -       239.415  (meters)     785.48   (feet)  ADJUSTED  
 FD0659  ___________________________________________________________________
 FD0659  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0659  DYNAMIC HT  -         239.205 (meters)     784.79  (feet)  COMP
 FD0659  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0659
 FD0659  VERT ORDER  -  SECOND    CLASS 0
 FD0659
 FD0659.The horizontal coordinates were scaled from a topographic map and have
 FD0659.an estimated accuracy of +/- 6 seconds.
 FD0659
 FD0659.The orthometric height was determined by differential leveling
 FD0659.and adjusted by the National Geodetic Survey in June 1991..
 FD0659
 FD0659.The geoid height was determined by GEOID03.
 FD0659
 FD0659.The dynamic height is computed by dividing the NAVD 88
 FD0659.geopotential number by the normal gravity value computed on the
 FD0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0659.degrees latitude (g = 980.6199 gals.).
 FD0659
 FD0659.The modeled gravity was interpolated from observed gravity values.
 FD0659
 FD0659;                    North         East    Units  Estimated Accuracy
 FD0659;SPC TN       -   172,640.      520,700.      MT  (+/- 180 meters Scaled)
 FD0659
 FD0659                          SUPERSEDED SURVEY CONTROL
 FD0659
 FD0659  NGVD 29 (??/??/??)  239.39   (m)          785.4    (f) RESET       3  
 FD0659
 FD0659.Superseded values are not recommended for survey control.
 FD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0659.See file dsdata.txt to determine how the superseded data were derived.
 FD0659
 FD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109713(NAD 83)
 FD0659_MARKER: DD = SURVEY DISK
 FD0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0659_STAMPING: HUMP RM 2 1962
 FD0659_MARK LOGO: TNHD  
 FD0659_PROJECTION: FLUSH
 FD0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0659+STABILITY: SURFACE MOTION
 FD0659
 FD0659  HISTORY     - Date     Condition        Report By
 FD0659  HISTORY     - 1962     MONUMENTED       TNHD
 FD0659  HISTORY     - 1963     GOOD             TNHD
 FD0659  HISTORY     - 1984     GOOD             NGS
 FD0659
 FD0659                          STATION DESCRIPTION
 FD0659
 FD0659'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0659'3 MI S FROM FRANKLIN.
 FD0659'THE MARK IS LOCATED AT THE HUMP 1962 STATION SITE, 42 FEET WEST
 FD0659'OF A WIRE FENCE, 29 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FD0659'31 AND 18 FEET SOUTH OF TELEPHONE POLE NO. 907.  IT IS SET IN
 FD0659'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0659
 FD0659                          STATION RECOVERY (1984)
 FD0659
 FD0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0659'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY, ADD
 FD0659'31.4 METERS (103.0 FT) NORTHEAST OF POWERLINE POLE NUMBER 907.
 FD0659'THE MARK IS 7.0 METERS  W FROM A WITNESS POST.
 FD0659'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2668 ***********************************************************************
 AJ2668  DESIGNATION -  HUMPHREY
 AJ2668  PID         -  AJ2668
 AJ2668  STATE/COUNTY-  TN/SHELBY
 AJ2668  USGS QUAD   -  GERMANTOWN (1997)
 AJ2668
 AJ2668                         *CURRENT SURVEY CONTROL
 AJ2668  ___________________________________________________________________
 AJ2668* NAD 83(1995)-  35 07 24.44083(N)    089 50 55.39109(W)     ADJUSTED  
 AJ2668* NAVD 88     -        78.48   (meters)     257.5    (feet)  LEVELING  
 AJ2668  ___________________________________________________________________
 AJ2668  X           -      13,789.417 (meters)                     COMP
 AJ2668  Y           -  -5,222,582.404 (meters)                     COMP
 AJ2668  Z           -   3,649,107.256 (meters)                     COMP
 AJ2668  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2668  ELLIP HEIGHT-          51.08  (meters)          (04/26/01) GPS OBS
 AJ2668  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AJ2668
 AJ2668  HORZ ORDER  -  FIRST
 AJ2668  VERT ORDER  -  THIRD ?
 AJ2668  ELLP ORDER  -  FOURTH    CLASS I
 AJ2668
 AJ2668.The horizontal coordinates were established by GPS observations
 AJ2668.and adjusted by the National Geodetic Survey in April 2001..
 AJ2668
 AJ2668.The orthometric height was determined by differential leveling.
 AJ2668.The vertical network tie was performed by a horz. field party for horz.
 AJ2668.obs reductions. Reset procedures were used to establish the elevation.
 AJ2668
 AJ2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2668
 AJ2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2668
 AJ2668.The ellipsoidal height was determined by GPS observations
 AJ2668.and is referenced to NAD 83.
 AJ2668
 AJ2668.The geoid height was determined by GEOID03.
 AJ2668
 AJ2668;                    North         East     Units Scale Factor Converg.
 AJ2668;SPC TN       -    94,562.331   249,267.674   MT  1.00002474   -2 15 11.5
 AJ2668;SPC TN       -   310,243.25    817,805.69   sFT  1.00002474   -2 15 11.5
 AJ2668;UTM  16      - 3,890,448.740   240,404.205   MT  1.00043061   -1 38 23.6
 AJ2668
 AJ2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2668!SPC TN       -   0.99999198  x   1.00002474  =   1.00001672
 AJ2668!UTM  16      -   0.99999198  x   1.00043061  =   1.00042259
 AJ2668
 AJ2668                          SUPERSEDED SURVEY CONTROL
 AJ2668
 AJ2668.No superseded survey control is available for this station.
 AJ2668
 AJ2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4040490449(NAD 83)
 AJ2668_MARKER: DD = SURVEY DISK
 AJ2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2668_MARK LOGO: TN1620
 AJ2668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2668+STABILITY: SURFACE MOTION
 AJ2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2668+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ2668
 AJ2668  HISTORY     - Date     Condition        Report By
 AJ2668  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2668
 AJ2668                          STATION DESCRIPTION
 AJ2668
 AJ2668'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2668'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF SHELBY COUNTY
 AJ2668'APPROXIMATELY 3.00 MILES (4.83 KM) SOUTHWEST OF AGRICENTER
 AJ2668'INTERNATIONAL.
 AJ2668'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2668'HUMPHREYS BLVD., PROCEED SOUTHEAST ON HUMPHREYS BLVD.  FOR
 AJ2668'APPROXIMATELY 0.70 MILE (1.13 KM) TO SHADY GROVE EAST.  THE STATION IS
 AJ2668'ON THE RIGHT.
 AJ2668'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2668'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2668'THE GROUND.  THE STATION IS LOCATED IN THE GRASS MEDIAN IN THE CENTER
 AJ2668'OF HUMPHREYS BLVD.  ON THE WEST SIDE OF INTERSECTION, 12.80 FEET (3.90
 AJ2668'M) WEST OF THE CURBLINE ON THE EAST END OF MEDIAN, 11.20 FEET (3.41 M)
 AJ2668'SOUTH OF A DRAIN MANHOLE IN MEDIAN, 4.50 FEET (1.37 M) NORTH AND 5.70
 AJ2668'FEET (1.74 M) SOUTH OF THE CURBLINE OF MEDIAN.  THE CAP AND CONCRETE
 AJ2668'ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1221 ***********************************************************************
 FC1221  DESIGNATION -  HUNDLEY
 FC1221  PID         -  FC1221
 FC1221  STATE/COUNTY-  TN/HAMILTON
 FC1221  USGS QUAD   -  OOLTEWAH (1976)
 FC1221
 FC1221                         *CURRENT SURVEY CONTROL
 FC1221  ___________________________________________________________________
 FC1221* NAD 83(1995)-  35 05 24.37962(N)    085 03 45.55716(W)     ADJUSTED  
 FC1221* NAVD 88     -       238.681  (meters)     783.07   (feet)  ADJUSTED  
 FC1221  ___________________________________________________________________
 FC1221  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FC1221  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1221  DYNAMIC HT  -         238.442 (meters)     782.29  (feet)  COMP
 FC1221  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1221
 FC1221  HORZ ORDER  -  SECOND
 FC1221  VERT ORDER  -  SECOND    CLASS 0
 FC1221
 FC1221.The horizontal coordinates were established by classical geodetic methods
 FC1221.and adjusted by the National Geodetic Survey in April 1999..
 FC1221
 FC1221.The orthometric height was determined by differential leveling
 FC1221.and adjusted by the National Geodetic Survey in June 1991..
 FC1221
 FC1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1221
 FC1221.The geoid height was determined by GEOID03.
 FC1221
 FC1221.The dynamic height is computed by dividing the NAVD 88
 FC1221.geopotential number by the normal gravity value computed on the
 FC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1221.degrees latitude (g = 980.6199 gals.).
 FC1221
 FC1221.The modeled gravity was interpolated from observed gravity values.
 FC1221
 FC1221;                    North         East     Units Scale Factor Converg.
 FC1221;SPC TN       -    84,374.313   685,476.057   MT  1.00003206   +0 32 55.5
 FC1221;SPC TN       -   276,818.06  2,248,932.70   sFT  1.00003206   +0 32 55.5
 FC1221;UTM  16      - 3,884,752.277   676,603.451   MT  0.99998439   +1 06 50.4
 FC1221
 FC1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1221!SPC TN       -   0.99996725  x   1.00003206  =   0.99999931
 FC1221!UTM  16      -   0.99996725  x   0.99998439  =   0.99995164
 FC1221
 FC1221:                Primary Azimuth Mark                     Grid Az
 FC1221:SPC TN       -  BUNCOMBE PK PLANTATION PL TWR            027 44 01.0
 FC1221:UTM  16      -  BUNCOMBE PK PLANTATION PL TWR            027 10 06.1
 FC1221
 FC1221|---------------------------------------------------------------------|
 FC1221| PID    Reference Object                     Distance      Geod. Az  |
 FC1221|                                                           dddmmss.s |
 FC1221| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX. 7.5 KM 0281656.5 |
 FC1221| FC1220 HUNDLEY RM 1                          8.755 METERS 11304     |
 FC1221| CG6558 HUNDLEY AZ MK                                      1700814.9 |
 FC1221| FC1222 HUNDLEY RM 2                         17.108 METERS 31304     |
 FC1221|---------------------------------------------------------------------|
 FC1221
 FC1221                          SUPERSEDED SURVEY CONTROL
 FC1221
 FC1221  NAD 83(1995)-  35 05 24.38076(N)    085 03 45.55792(W) AD(       ) 2
 FC1221  NAD 83(1995)-  35 05 24.38000(N)    085 03 45.55978(W) AD(       ) 2
 FC1221  NAD 83(1995)-  35 05 24.38048(N)    085 03 45.55818(W) AD(       ) 2
 FC1221  NAD 83(1986)-  35 05 24.38114(N)    085 03 45.55666(W) AD(       ) 2
 FC1221  NAD 27      -  35 05 24.11590(N)    085 03 45.73320(W) AD(       ) 2
 FC1221  NGVD 29 (??/??/92)  238.698  (m)          783.13   (f) ADJ UNCH    2 0
 FC1221
 FC1221.Superseded values are not recommended for survey control.
 FC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1221.See file dsdata.txt to determine how the superseded data were derived.
 FC1221
 FC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7660384752(NAD 83)
 FC1221_MARKER: DE = TRAVERSE STATION DISK
 FC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1221_STAMPING: HUNDLEY 1961
 FC1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1221+STABILITY: SURFACE MOTION
 FC1221
 FC1221  HISTORY     - Date     Condition        Report By
 FC1221  HISTORY     - 1961     MONUMENTED       CGS
 FC1221  HISTORY     - 1962     GOOD             NGS
 FC1221  HISTORY     - 1972     GOOD             LOCENG
 FC1221  HISTORY     - 1975     MARK NOT FOUND   NGS
 FC1221  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1221
 FC1221                          STATION DESCRIPTION
 FC1221
 FC1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1221'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF OOLTEWAH.
 FC1221'
 FC1221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND THE
 FC1221'OOLTEWAH-GEORGETOWN ROAD, GO WEST ON U.S. HIGHWAY 11 FOR 0.2
 FC1221'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 FC1221'0.35 MILE TO A CROSSROAD AND SIGN, SNOW HILL ROAD, TURN RIGHT AND
 FC1221'GO 0.5 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE
 FC1221'AND GO EAST FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE THEN
 FC1221'TURN RIGHT AND FOLLOW ALONG THE FENCE LINE FOR 0.05 MILE TO A GATE
 FC1221'AND THE STATION IN A FENCE CORNER.
 FC1221'
 FC1221'THE STATION MARK IS 31 FEET EAST OF THE EAST GATE POST, 2.5 FEET
 FC1221'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 FC1221'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC1221'PROJECTS 3 INCHES, AND IS STAMPED HUNDLEY 1961.
 FC1221'
 FC1221'REFERENCE MARK NO. 1 IS 26.2 FEET EAST OF THE WITNESS POST AND 1 FOOT
 FC1221'NORTH OF A FENCE, ON THE WEST SLOPE OF THE HILL AND ABOUT 2 FEET
 FC1221'HIGHER THAN THE STATION. IT IS A STANDARD DISK SET IN A SQUARE
 FC1221'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 FC1221'HUNDLEY NO 1 1961.
 FC1221'
 FC1221'REFERENCE MARK NO. 2 IS 58.8 FEET NORTHWEST OF THE WITNESS POST, 20
 FC1221'FEET NORTH OF THE WEST GATE POST AND 1 FOOT EAST OF A FENCE. THE
 FC1221'MARK IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS A STANDARD DISK
 FC1221'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, AND IS
 FC1221'STAMPED HUNDLEY NO 2 1961.
 FC1221'
 FC1221'THE AZIMUTH MARK IS IN THE HIGHWAY MEDIAN ABOUT 125 YARDS NORTHWEST
 FC1221'OF THE OOLTEWAH SCHOOL HOUSE. IT IS 73.2 FEET NORTH OF AN
 FC1221'EAST-WEST FENCE LINE, 67 FEET SOUTH FROM THE APPROXIMATE CENTER OF A
 FC1221'GRAVELED DRIVEWAY AND 18 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FC1221'EAST BOUND LANES. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1221'MONUMENT WHICH IS SET FLUSH. THE DISK IS STAMPED HUNDLEY 1961.
 FC1221'
 FC1221'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 METERS.
 FC1221
 FC1221                          STATION RECOVERY (1962)
 FC1221
 FC1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1221'0.3 MI W FROM OOLTEWAH.
 FC1221'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE AT THE
 FC1221'NORTH EDGE OF OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 0.3 MILE,
 FC1221'THENCE NORTH ON SNOW HILL ROAD FOR 0.6 MILE TO A GATE AND A
 FC1221'TRACK ROAD RIGHT, PASS THROUGH GATE AND GO EAST ON THE TRACK ROAD
 FC1221'FOR 0.2 MILE TO A FENCE LINE AT THE EDGE OF A FIELD, THENCE
 FC1221'SOUTH ALONG THE FENCE FOR 0.1 MILE TO THE MARK AT THE FENCE
 FC1221'CORNER, 56.1 FEET SOUTHEAST OF REFERENCE MARK NO. 2, 38 FEET
 FC1221'EAST OF THE CENTER OF A GATE, 28.7 FEET WEST OF REFERENCE MARK NO.
 FC1221'1, 2.5 FEET WEST OF A WITNESS POST AND 1.0 FEET NORTH OF A FENCE.
 FC1221'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FC1221'INCHES AND ABOUT 8 FEET LOWER THAN THE HIGHEST POINT OF THE HILL.
 FC1221
 FC1221                          STATION RECOVERY (1972)
 FC1221
 FC1221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1221'RECOVERED BY ERVIN AND FINLEY.
 FC1221'
 FC1221'GOOD
 FC1221'
 FC1221'POST AND SIGN
 FC1221
 FC1221                          STATION RECOVERY (1975)
 FC1221
 FC1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1221'A SEARCH WAS MADE AND NEARBY PROPERTY OWNER WAS CONTACTED BUT
 FC1221'NOTHING COULD BE FOUND.  HOWEVER THERE IS A LARGE FACTORY NEAR
 FC1221'THE SITE AND IT IS POSSIBLE THAT THE STATION WAS DESTROYED BY
 FC1221'CONSTRUCTION.
 FC1221'
 FC1221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1221'ABOUT 1 MILE NORTHWEST OF OOLTEWAH.
 FC1221
 FC1221                          STATION RECOVERY (1983)
 FC1221
 FC1221'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1219 ***********************************************************************
 FC1219  DESIGNATION -  HUNDLEY AZ MK RESET
 FC1219  PID         -  FC1219
 FC1219  STATE/COUNTY-  TN/HAMILTON
 FC1219  USGS QUAD   -  OOLTEWAH (1976)
 FC1219
 FC1219                         *CURRENT SURVEY CONTROL
 FC1219  ___________________________________________________________________
 FC1219* NAD 83(1986)-  35 05 01.     (N)    085 03 40.     (W)     SCALED    
 FC1219* NAVD 88     -       239.461  (meters)     785.63   (feet)  ADJUSTED  
 FC1219  ___________________________________________________________________
 FC1219  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1219  DYNAMIC HT  -         239.221 (meters)     784.84  (feet)  COMP
 FC1219  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FC1219
 FC1219  VERT ORDER  -  SECOND    CLASS 0
 FC1219
 FC1219.The horizontal coordinates were scaled from a topographic map and have
 FC1219.an estimated accuracy of +/- 6 seconds.
 FC1219
 FC1219.The orthometric height was determined by differential leveling
 FC1219.and adjusted by the National Geodetic Survey in June 1991..
 FC1219
 FC1219.The geoid height was determined by GEOID03.
 FC1219
 FC1219.The dynamic height is computed by dividing the NAVD 88
 FC1219.geopotential number by the normal gravity value computed on the
 FC1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1219.degrees latitude (g = 980.6199 gals.).
 FC1219
 FC1219.The modeled gravity was interpolated from observed gravity values.
 FC1219
 FC1219;                    North         East    Units  Estimated Accuracy
 FC1219;SPC TN       -    83,660.      685,620.      MT  (+/- 180 meters Scaled)
 FC1219
 FC1219                          SUPERSEDED SURVEY CONTROL
 FC1219
 FC1219  NGVD 29 (??/??/92)  239.478  (m)          785.69   (f) ADJ UNCH    2 0
 FC1219
 FC1219.Superseded values are not recommended for survey control.
 FC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1219.See file dsdata.txt to determine how the superseded data were derived.
 FC1219
 FC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD767840(NAD 83)
 FC1219_MARKER: DZ = AZIMUTH MARK DISK
 FC1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1219_STAMPING: HUNDLEY 1961 RESET 1962
 FC1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1219+STABILITY: SURFACE MOTION
 FC1219
 FC1219  HISTORY     - Date     Condition        Report By
 FC1219  HISTORY     - 1962     MONUMENTED       CGS
 FC1219  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1219
 FC1219                          STATION DESCRIPTION
 FC1219
 FC1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1219'0.2 MI W FROM OOLTEWAH.
 FC1219'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE AT THE
 FC1219'NORTH EDGE OF OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 0.2 MILE TO
 FC1219'THE CREST OF A SMALL HILL AND THE MARK IN THE MEDIAN, 300 FEET
 FC1219'NORTHWEST OF THE OOLTEWAH GRADE SCHOOL, 180 FEET SOUTHEAST OF
 FC1219'THE SOUTHEAST CORNER OF A SMALL CONCRETE HOUSE, 147.3 NORTHWEST
 FC1219'OF TELEPHONE AND POWER LINE POLE NUMBER 494, 86.7 FEET NORTHEAST
 FC1219'OF POWER LINE POLE NUMBER 493, 44 FEET SOUTH OF THE WEST BOUND
 FC1219'LANE, 17 FEET NORTH OF THE EAST BOUND LANE AND ABOUT THE SAME
 FC1219'LEVEL AS THE EAST BOUND LANE.  A STANDARD AZIMUTH MARK DISK SET
 FC1219'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FC1219
 FC1219                          STATION RECOVERY (1983)
 FC1219
 FC1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1219'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1220 ***********************************************************************
 FC1220  DESIGNATION -  HUNDLEY RM 1
 FC1220  PID         -  FC1220
 FC1220  STATE/COUNTY-  TN/HAMILTON
 FC1220  USGS QUAD   -  OOLTEWAH (1976)
 FC1220
 FC1220                         *CURRENT SURVEY CONTROL
 FC1220  ___________________________________________________________________
 FC1220* NAD 83(1986)-  35 05 24.     (N)    085 03 45.     (W)     SCALED    
 FC1220* NAVD 88     -       239.195  (meters)     784.76   (feet)  ADJUSTED  
 FC1220  ___________________________________________________________________
 FC1220  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1220  DYNAMIC HT  -         238.955 (meters)     783.97  (feet)  COMP
 FC1220  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1220
 FC1220  VERT ORDER  -  SECOND    CLASS 0
 FC1220
 FC1220.The horizontal coordinates were scaled from a topographic map and have
 FC1220.an estimated accuracy of +/- 6 seconds.
 FC1220
 FC1220.The orthometric height was determined by differential leveling
 FC1220.and adjusted by the National Geodetic Survey in June 1991..
 FC1220
 FC1220.The geoid height was determined by GEOID03.
 FC1220
 FC1220.The dynamic height is computed by dividing the NAVD 88
 FC1220.geopotential number by the normal gravity value computed on the
 FC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1220.degrees latitude (g = 980.6199 gals.).
 FC1220
 FC1220.The modeled gravity was interpolated from observed gravity values.
 FC1220
 FC1220;                    North         East    Units  Estimated Accuracy
 FC1220;SPC TN       -    84,360.      685,490.      MT  (+/- 180 meters Scaled)
 FC1220
 FC1220                          SUPERSEDED SURVEY CONTROL
 FC1220
 FC1220  NGVD 29 (??/??/92)  239.212  (m)          784.81   (f) ADJ UNCH    2 0
 FC1220
 FC1220.Superseded values are not recommended for survey control.
 FC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1220.See file dsdata.txt to determine how the superseded data were derived.
 FC1220
 FC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD766847(NAD 83)
 FC1220_MARKER: DR = REFERENCE MARK DISK
 FC1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1220_STAMPING: HUNDLEY NO 1 1961
 FC1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1220+STABILITY: SURFACE MOTION
 FC1220
 FC1220  HISTORY     - Date     Condition        Report By
 FC1220  HISTORY     - 1961     MONUMENTED       CGS
 FC1220  HISTORY     - 1962     GOOD             NGS
 FC1220
 FC1220                          STATION DESCRIPTION
 FC1220
 FC1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1220'0.3 MI W FROM OOLTEWAH.
 FC1220'THIS MARK IS LOCATED AT THE HUNDLEY 1961 STATION SITE, 87.3 FEET
 FC1220'SOUTHEAST OF REFERENCE MARK NO. 2, 66 FEET EAST OF THE CENTER
 FC1220'OF THE GATE, 28.7 FEET EAST OF THE STATION AND 1.0 FEET NORTH
 FC1220'OF A FENCE LINE.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FC1220'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1222 ***********************************************************************
 FC1222  DESIGNATION -  HUNDLEY RM 2
 FC1222  PID         -  FC1222
 FC1222  STATE/COUNTY-  TN/HAMILTON
 FC1222  USGS QUAD   -  OOLTEWAH (1976)
 FC1222
 FC1222                         *CURRENT SURVEY CONTROL
 FC1222  ___________________________________________________________________
 FC1222* NAD 83(1986)-  35 05 24.     (N)    085 03 46.     (W)     SCALED    
 FC1222* NAVD 88     -       238.156  (meters)     781.35   (feet)  ADJUSTED  
 FC1222  ___________________________________________________________________
 FC1222  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1222  DYNAMIC HT  -         237.917 (meters)     780.57  (feet)  COMP
 FC1222  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1222
 FC1222  VERT ORDER  -  SECOND    CLASS 0
 FC1222
 FC1222.The horizontal coordinates were scaled from a topographic map and have
 FC1222.an estimated accuracy of +/- 6 seconds.
 FC1222
 FC1222.The orthometric height was determined by differential leveling
 FC1222.and adjusted by the National Geodetic Survey in June 1991..
 FC1222
 FC1222.The geoid height was determined by GEOID03.
 FC1222
 FC1222.The dynamic height is computed by dividing the NAVD 88
 FC1222.geopotential number by the normal gravity value computed on the
 FC1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1222.degrees latitude (g = 980.6199 gals.).
 FC1222
 FC1222.The modeled gravity was interpolated from observed gravity values.
 FC1222
 FC1222;                    North         East    Units  Estimated Accuracy
 FC1222;SPC TN       -    84,360.      685,470.      MT  (+/- 180 meters Scaled)
 FC1222
 FC1222                          SUPERSEDED SURVEY CONTROL
 FC1222
 FC1222  NGVD 29 (??/??/92)  238.173  (m)          781.41   (f) ADJ UNCH    2 0
 FC1222
 FC1222.Superseded values are not recommended for survey control.
 FC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1222.See file dsdata.txt to determine how the superseded data were derived.
 FC1222
 FC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD765847(NAD 83)
 FC1222_MARKER: DR = REFERENCE MARK DISK
 FC1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1222_STAMPING: HUNDLEY NO 2 1961
 FC1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1222+STABILITY: SURFACE MOTION
 FC1222
 FC1222  HISTORY     - Date     Condition        Report By
 FC1222  HISTORY     - 1961     MONUMENTED       CGS
 FC1222  HISTORY     - 1962     GOOD             NGS
 FC1222  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1222
 FC1222                          STATION DESCRIPTION
 FC1222
 FC1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1222'0.3 MI W FROM OOLTEWAH.
 FC1222'THIS MARK IS LOCATED AT THE HUNDLEY 1961 STATION SITE, 83.7
 FC1222'FEET NORTHWEST OF REFERENCE MARK NO. 1, 56.1 FEET NORTHWEST
 FC1222'OF THE STATION MARK, 26.6 FEET NORTHEAST OF A 15 INCH YELLOW
 FC1222'PINE TREE AT THE CORNER OF THE WOODS, 24.3 FEET NORTHWEST OF A
 FC1222'GATE, AND 1.0 FEET EAST OF A FENCE LINE.  A STANDARD REFERENCE
 FC1222'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FC1222
 FC1222                          STATION RECOVERY (1983)
 FC1222
 FC1222'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2376 ***********************************************************************
 FE2376  DESIGNATION -  HUNTERSVILLE
 FE2376  PID         -  FE2376
 FE2376  STATE/COUNTY-  TN/MADISON
 FE2376  USGS QUAD   -  WESTOVER (1981)
 FE2376
 FE2376                         *CURRENT SURVEY CONTROL
 FE2376  ___________________________________________________________________
 FE2376* NAD 83(1995)-  35 36 51.70005(N)    088 58 30.77838(W)     ADJUSTED  
 FE2376* NAVD 88     -       138.6    (meters)     455.     (feet)  VERTCON   
 FE2376  ___________________________________________________________________
 FE2376  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FE2376  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE2376
 FE2376  HORZ ORDER  -  THIRD
 FE2376
 FE2376.The horizontal coordinates were established by classical geodetic methods
 FE2376.and adjusted by the National Geodetic Survey in April 1999..
 FE2376
 FE2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2376
 FE2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2376
 FE2376.The geoid height was determined by GEOID03.
 FE2376
 FE2376;                    North         East     Units Scale Factor Converg.
 FE2376;SPC TN       -   146,225.641   330,497.044   MT  0.99995571   -1 44 30.5
 FE2376;SPC TN       -   479,741.96  1,084,305.72   sFT  0.99995571   -1 44 30.5
 FE2376;UTM  16      - 3,942,972.937   321,104.282   MT  0.99999439   -1 09 01.9
 FE2376
 FE2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2376!SPC TN       -   0.99998267  x   0.99995571  =   0.99993838
 FE2376!UTM  16      -   0.99998267  x   0.99999439  =   0.99997706
 FE2376
 FE2376|---------------------------------------------------------------------|
 FE2376| PID    Reference Object                     Distance      Geod. Az  |
 FE2376|                                                           dddmmss.s |
 FE2376| CG3522 HUNTERSVILLE RM 1                    24.148 METERS 04209     |
 FE2376| CG3521 HUNTERSVILLE AZ MK                                 1095839.1 |
 FE2376| CG3523 HUNTERSVILLE RM 2                    21.918 METERS 13136     |
 FE2376|---------------------------------------------------------------------|
 FE2376
 FE2376                          SUPERSEDED SURVEY CONTROL
 FE2376
 FE2376  NAD 83(1995)-  35 36 51.70514(N)    088 58 30.78221(W) AD(       ) 3
 FE2376  NAD 83(1986)-  35 36 51.71159(N)    088 58 30.77919(W) AD(       ) 3
 FE2376  NAD 27      -  35 36 51.44130(N)    088 58 30.55030(W) AD(       ) 3
 FE2376  NGVD 29 (07/19/86)  138.6    (m)          455.     (f) VERT ANG       
 FE2376
 FE2376.Superseded values are not recommended for survey control.
 FE2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2376.See file dsdata.txt to determine how the superseded data were derived.
 FE2376
 FE2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2110442973(NAD 83)
 FE2376_MARKER: DS = TRIANGULATION STATION DISK
 FE2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2376
 FE2376  HISTORY     - Date     Condition        Report By
 FE2376  HISTORY     - 1958     MONUMENTED       CGS
 FE2376  HISTORY     - 1959     GOOD             CGS
 FE2376
 FE2376                          STATION DESCRIPTION
 FE2376
 FE2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2376'THE STATION IS ON THE NORTHEAST EDGE OF THE HUNTERSVILLE SCHOOL
 FE2376'GROUNDS IN HUNTERSVILLE. IT IS 247 FEET NORTH OF THE
 FE2376'CENTERLINE OF U.S. HIGHWAY 70, 92.5 FEET SOUTH OF THE SOUTHEAST
 FE2376'CORNER OF A FRAME HOUSE, 85.5 FEET NORTHEAST OF THE NORTHEAST
 FE2376'CORNER OF THE BRICK SCHOOL, 56 FEET WEST OF A FENCE AND IN THE CENTER
 FE2376'OF A GRASSY CIRCLE FORMED BY A GRAVELED DRIVEWAY. THE
 FE2376'MONUMENT IS FLUSH AND THE DISK IS STAMPED HUNTERSVILLE 1958.
 FE2376'
 FE2376'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 70 FOR
 FE2376'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2376'
 FE2376'REFERENCE MARK 1 IS 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2376'HOUSE AND 1 FOOT WEST OF THE FENCE. THE MONUMENT IS FLUSH
 FE2376'AND THE DISK IS STAMPED HUNTERSVILLE NO 1 1958.
 FE2376'
 FE2376'REFERENCE MARK 2 IS 94 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2376'SCHOOL AND 1 FOOT WEST OF THE FENCE. THE MONUMENT IS FLUSH
 FE2376'AND THE DISK IS STAMPED HUNTERSVILLE NO 1 1958.
 FE2376'
 FE2376'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 70 AND
 FE2376'3 FEET NORTHEAST OF A POWER LINE POLE AND A WHITE WITNESS
 FE2376'POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2376'HUNTERSVILLE 1958.
 FE2376'
 FE2376'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2376
 FE2376                          STATION RECOVERY (1959)
 FE2376
 FE2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2376'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2376'GOOD CONDITION. THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1483 ***********************************************************************
 GD1483  DESIGNATION -  HUNTINGDON MUNICIPAL TANK
 GD1483  PID         -  GD1483
 GD1483  STATE/COUNTY-  TN/CARROLL
 GD1483  USGS QUAD   -  HUNTINGDON (1983)
 GD1483
 GD1483                         *CURRENT SURVEY CONTROL
 GD1483  ___________________________________________________________________
 GD1483* NAD 83(1995)-  36 00 11.63787(N)    088 25 27.85453(W)     ADJUSTED  
 GD1483* NAVD 88     -                                                        
 GD1483  ___________________________________________________________________
 GD1483  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GD1483  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1483
 GD1483  HORZ ORDER  -  THIRD
 GD1483
 GD1483.The horizontal coordinates were established by classical geodetic methods
 GD1483.and adjusted by the National Geodetic Survey in April 1999..
 GD1483
 GD1483
 GD1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1483
 GD1483.The geoid height was determined by GEOID03.
 GD1483
 GD1483;                    North         East     Units Scale Factor Converg.
 GD1483;SPC TN       -   187,981.269   381,448.397   MT  0.99995274   -1 25 09.6
 GD1483;SPC TN       -   616,735.21  1,251,468.62   sFT  0.99995274   -1 25 09.6
 GD1483;UTM  16      - 3,985,245.162   371,622.968   MT  0.99980307   -0 50 14.7
 GD1483
 GD1483                          SUPERSEDED SURVEY CONTROL
 GD1483
 GD1483  NAD 83(1995)-  36 00 11.64042(N)    088 25 27.86100(W) AD(       ) 4
 GD1483  NAD 83(1995)-  36 00 11.63987(N)    088 25 27.86059(W) AD(       ) 4
 GD1483  NAD 83(1986)-  36 00 11.64827(N)    088 25 27.85436(W) AD(       ) 4
 GD1483  NAD 27      -  36 00 11.42400(N)    088 25 27.67600(W) AD(       ) 3
 GD1483
 GD1483.Superseded values are not recommended for survey control.
 GD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1483.See file dsdata.txt to determine how the superseded data were derived.
 GD1483
 GD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7162385245(NAD 83)
 GD1483_MARKER: 51 = TANK
 GD1483
 GD1483  HISTORY     - Date     Condition        Report By
 GD1483  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1483  HISTORY     - 1968     GOOD             CGS
 GD1483
 GD1483                          STATION DESCRIPTION
 GD1483
 GD1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1483'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK.  THE TANK IS
 GD1483'A 6-LEGGED STEEL STRUCTURE, PAINTED SILVER.  IT HAS AN OVERALL
 GD1483'HEIGHT OF 157 FEET.
 GD1483'
 GD1483'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF THE HUNTINGDON BUSINESS
 GD1483'DISTRICT.
 GD1483
 GD1483                          STATION RECOVERY (1968)
 GD1483
 GD1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1483'THIS STATION WAS RECOVERED AND IS THE SAME TANK INTERSECTED IN
 GD1483'1958.
 GD1483'
 GD1483'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION--
 GD1483'
 GD1483'THE STATION IS ABOUT 0.25 OF A MILE EAST-NORTHEAST OF THE CARROLL
 GD1483'COUNTY COURTHOUSE SQUARE IN HUNTINGDON, 104 FEET EAST OF AND ACROSS
 GD1483'5TH. AVENUE EAST FROM A FIRE HALL IN MUNICIPAL BUILDING NO. 145,
 GD1483'69 FEET EAST OF THE APPROXIMATE CENTER OF 5TH. AVENUE EAST, AND
 GD1483'62 FEET SOUTH OF THE SOUTH RAIL OF THE LOUISVILLE AND NASHVILLE
 GD1483'RAILROAD TRACK.
 GD1483'
 GD1483'IT IS A SIX-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING A LARGE,
 GD1483'ELIPSODAL TANK WITH A SMALL FINIAL AT THE TOP AND CENTER OF THE
 GD1483'ROOF, IS PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 157 FEET.
 GD1483'THE POINT INTERSECTED WAS THE SMALL FINIAL AT THE TOP AND CENTER
 GD1483'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2236 ***********************************************************************
 FE2236  DESIGNATION -  HUNTINGDON RAD STA KIC 359 MST
 FE2236  PID         -  FE2236
 FE2236  STATE/COUNTY-  TN/CARROLL
 FE2236  USGS QUAD   -  PALMER SHELTER (1973)
 FE2236
 FE2236                         *CURRENT SURVEY CONTROL
 FE2236  ___________________________________________________________________
 FE2236* NAD 83(1995)-  35 59 44.81817(N)    088 26 02.45435(W)     ADJUSTED  
 FE2236* NAVD 88     -                                                        
 FE2236  ___________________________________________________________________
 FE2236  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FE2236  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE2236
 FE2236  HORZ ORDER  -  THIRD
 FE2236
 FE2236.The horizontal coordinates were established by classical geodetic methods
 FE2236.and adjusted by the National Geodetic Survey in April 1999..
 FE2236
 FE2236
 FE2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2236
 FE2236.The geoid height was determined by GEOID03.
 FE2236
 FE2236;                    North         East     Units Scale Factor Converg.
 FE2236;SPC TN       -   187,176.434   380,561.616   MT  0.99995237   -1 25 29.9
 FE2236;SPC TN       -   614,094.68  1,248,559.24   sFT  0.99995237   -1 25 29.9
 FE2236;UTM  16      - 3,984,431.482   370,744.538   MT  0.99980586   -0 50 34.5
 FE2236
 FE2236                          SUPERSEDED SURVEY CONTROL
 FE2236
 FE2236  NAD 83(1995)-  35 59 44.82022(N)    088 26 02.46038(W) AD(       ) 4
 FE2236  NAD 83(1986)-  35 59 44.82859(N)    088 26 02.45418(W) AD(       ) 4
 FE2236  NAD 27      -  35 59 44.60500(N)    088 26 02.27500(W) AD(       ) 3
 FE2236
 FE2236.Superseded values are not recommended for survey control.
 FE2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2236.See file dsdata.txt to determine how the superseded data were derived.
 FE2236
 FE2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7074584431(NAD 83)
 FE2236_MARKER: 42 = RADIO/TV MAST
 FE2236
 FE2236  HISTORY     - Date     Condition        Report By
 FE2236  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2236  HISTORY     - 1972     GOOD             TVA
 FE2236
 FE2236                          STATION DESCRIPTION
 FE2236
 FE2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2236'THE STATION IS THE CENTER OF THE TOP OF THE MAST. IT IS A THREE
 FE2236'LEGGED, STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF
 FE2236'INTERNATIONAL RED AND WHITE AND HAS A RED BLINKER LIGHT ON THE TOP.
 FE2236'THE MAST HAS AN OVERALL HEIGHT OF 312 FEET. THE MAST IS OWNED AND
 FE2236'OPERATED BY THE STATE OF TENNESSEE.
 FE2236'
 FE2236'THE MAST IS LOCATED AT THE SOUTH EDGE OF HUNTINGDON, ABOUT 400 FEET
 FE2236'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FE2236'70A.
 FE2236
 FE2236                          STATION RECOVERY (1972)
 FE2236
 FE2236'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2236'CONDITION OF POINT WHEN FOUND GOOD.
 FE2236'
 FE2236'ORIGINAL DESCRIPTION IS GOOD.
 FE2236'
 FE2236'DISTANCE AND DIRECTION FROM NEAREST TOWN IN HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0135 ***********************************************************************
 FD0135  DESIGNATION -  HURRICANE
 FD0135  PID         -  FD0135
 FD0135  STATE/COUNTY-  TN/COFFEE
 FD0135  USGS QUAD   -  NOAH (1976)
 FD0135
 FD0135                         *CURRENT SURVEY CONTROL
 FD0135  ___________________________________________________________________
 FD0135* NAD 83(1995)-  35 32 42.59468(N)    086 10 15.63494(W)     ADJUSTED  
 FD0135* NAVD 88     -       362.739  (meters)    1190.09   (feet)  ADJUSTED  
 FD0135  ___________________________________________________________________
 FD0135  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FD0135  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0135  DYNAMIC HT  -         362.396 (meters)    1188.96  (feet)  COMP
 FD0135  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FD0135
 FD0135  HORZ ORDER  -  SECOND
 FD0135  VERT ORDER  -  SECOND    CLASS 0
 FD0135
 FD0135.The horizontal coordinates were established by classical geodetic methods
 FD0135.and adjusted by the National Geodetic Survey in April 1999..
 FD0135
 FD0135.The orthometric height was determined by differential leveling
 FD0135.and adjusted by the National Geodetic Survey in June 1991..
 FD0135
 FD0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0135
 FD0135.The geoid height was determined by GEOID03.
 FD0135
 FD0135.The dynamic height is computed by dividing the NAVD 88
 FD0135.geopotential number by the normal gravity value computed on the
 FD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0135.degrees latitude (g = 980.6199 gals.).
 FD0135
 FD0135.The modeled gravity was interpolated from observed gravity values.
 FD0135
 FD0135;                    North         East     Units Scale Factor Converg.
 FD0135;SPC TN       -   134,465.332   584,493.696   MT  0.99996104   -0 06 00.4
 FD0135;SPC TN       -   441,158.34  1,917,626.40   sFT  0.99996104   -0 06 00.4
 FD0135;UTM  16      - 3,933,818.571   575,142.447   MT  0.99966958   +0 28 55.0
 FD0135
 FD0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0135!SPC TN       -   0.99994757  x   0.99996104  =   0.99990862
 FD0135!UTM  16      -   0.99994757  x   0.99966958  =   0.99961717
 FD0135
 FD0135|---------------------------------------------------------------------|
 FD0135| PID    Reference Object                     Distance      Geod. Az  |
 FD0135|                                                           dddmmss.s |
 FD0135| FD0133 HURRICANE RM 2                       12.479 METERS 08017     |
 FD0135| FD0140 HAGGARD                             APPROX. 4.8 KM 1262529.8 |
 FD0135| CG6570 HURRICANE AZ MK                                    3343423.8 |
 FD0135| FD0134 HURRICANE RM 1                       24.846 METERS 35555     |
 FD0135|---------------------------------------------------------------------|
 FD0135
 FD0135                          SUPERSEDED SURVEY CONTROL
 FD0135
 FD0135  NAD 83(1995)-  35 32 42.60141(N)    086 10 15.63592(W) AD(       ) 2
 FD0135  NAD 83(1986)-  35 32 42.60519(N)    086 10 15.63364(W) AD(       ) 2
 FD0135  NAD 27      -  35 32 42.33780(N)    086 10 15.66400(W) AD(       ) 2
 FD0135  NGVD 29 (??/??/92)  362.730  (m)         1190.06   (f) ADJ UNCH    2 0
 FD0135
 FD0135.Superseded values are not recommended for survey control.
 FD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0135.See file dsdata.txt to determine how the superseded data were derived.
 FD0135
 FD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7514233819(NAD 83)
 FD0135_MARKER: DE = TRAVERSE STATION DISK
 FD0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0135_STAMPING: HURRICANE 1960
 FD0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0135+STABILITY: SURFACE MOTION
 FD0135
 FD0135  HISTORY     - Date     Condition        Report By
 FD0135  HISTORY     - 1960     MONUMENTED       CGS
 FD0135  HISTORY     - 1960     GOOD             CGS
 FD0135  HISTORY     - 1976     GOOD             NGS
 FD0135  HISTORY     - 1976     GOOD             USGS
 FD0135
 FD0135                          STATION DESCRIPTION
 FD0135
 FD0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0135'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MANCHESTER, ABOUT
 FD0135'2.5 MILES SOUTHEAST OF
 FD0135'NOAH AND ON THE WESTERN SIDE OF U S HIGHWAY 41.
 FD0135'
 FD0135'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0135'SOUTHEAST ON U S HIGHWAY
 FD0135'41 FOR 4.5 MILES TO STEPPS GENERAL STORE ON THE LEFT AT NOAH.
 FD0135'PROCEED SOUTHEAST, ON U S
 FD0135'HIGHWAY 41 FOR 2.0 MILES TO THE AZIMUTH
 FD0135'MARK ON THE LEFT ON TOP OF HIGHWAY CUT.
 FD0135'PROCEED SOUTHEAST, ON U S
 FD0135'HIGHWAY 41 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 FD0135'
 FD0135'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HURRICANE 1960,
 FD0135'SET IN A CONCRETE MONUMENT,
 FD0135'AND SET FLUSH.  IT IS 97 FEET WEST OF THE CENTER
 FD0135'OF U S HIGHWAY 41, 18 FEET SOUTH OF
 FD0135'THE SOUTHEAST CORNER OF A
 FD0135'CONCRETE HOUSE FOUNDATION, AND 10.9 FEET NORTH OF A
 FD0135'WITNESS SIGN.
 FD0135'
 FD0135'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HURRICANE NO 1 1960,
 FD0135'SET IN A CONCRETE
 FD0135'MONUMENT, AND SET FLUSH.  IT IS 60 FEET WEST OF THE CENTER
 FD0135'OF U S HIGHWAY 41, 18 FEET
 FD0135'SOUTH OF THE CENTER OF A DRIVE-WAY, AND 2
 FD0135'FEET SOUTH OF A POWER LINE POLE.
 FD0135'
 FD0135'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HURRICANE NO 2 1960,
 FD0135'SET IN A CONCRETE
 FD0135'MONUMENT, AND SET FLUSH.  IT IS 59 FEET WEST OF THE CENTER
 FD0135'OF U S HIGHWAY 41 AND 1
 FD0135'FOOT NORTH OF A FENCE CORNER POST.
 FD0135'
 FD0135'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HURRICANE 1960, SET IN A
 FD0135'CONCRETE MONUMENT, AND SET
 FD0135'FLUSH.  IT IS 64 FEET EAST OF THE CENTER OF U S
 FD0135'HIGHWAY 41 AND 2.2 FEET SOUTH OF A
 FD0135'WITNESS SIGN.
 FD0135'
 FD0135'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FD0135
 FD0135                          STATION RECOVERY (1960)
 FD0135
 FD0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0135'6.3 MI NW FROM MANCHESTER.
 FD0135'FROM THE COURT HOUSE IN MANCHESTER, GO 6.3 MILES NORTHWEST ON
 FD0135'U.S. HIGHWAY 41.  THE STATION MARK IS 0.5 MILE NORTHWEST OF THE
 FD0135'INTERSECTION OF A GRAVELED ROAD AND U.S. HIGHWAY 41, 97 FT.
 FD0135'WEST OF THE CENTER OF U.S. HIGHWAY 41, 18 FT. SOUTH OF THE SOUTHEAST
 FD0135'CORNER OF A CONCRETE HOUSE FOUNDATION, AND 10.9 FT. NORTH OF A
 FD0135'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0135'FLUSH WITH THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FD0135'HIGHWAY.
 FD0135
 FD0135                          STATION RECOVERY (1976)
 FD0135
 FD0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD0135'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FD0135'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 FD0135'GRADING.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND WITH
 FD0135'EXISTING MEASUREMENTS.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 FD0135'SIGHT IS NOW OBSTRUCTED BY TREES AND AN EXTENDED SEARCH COULD NOT
 FD0135'BE MADE.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 FD0135'REFERENCE MARK 3 WAS SET AND A NEW DESCRIPTION FOLLOWS--
 FD0135'
 FD0135'THE STATION MARK IS 83 FEET SOUTH OF A POWER POLE, 32 FEET SOUTHWEST
 FD0135'OF A MULTITRUNK MAPLE TREE, 28 FEET NORTHWEST OF A QUAD TRUNK MAPLE
 FD0135'TREE, 97 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 41, 38 FEET
 FD0135'NORTH OF THE CENTERLINE OF A DRIVEWAY, 65 FEET NORTH OF THE
 FD0135'NORTHEAST CORNER OF A BRICK HOUSE AND ON THE PROPERTY OF MR. JAMES
 FD0135'V. GOINS, RT 2 BOX 294A, MANCHESTER, TENN. 37355.  THE MONUMENT
 FD0135'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HURRICANE 1960.
 FD0135'
 FD0135'TO REACH THE STATION FROM THE COURTHOUSE AT MANCHESTER, GO NORTHERLY
 FD0135'ON U. S. HIGHWAY 41 FOR 6.3 MILES TO THE STATION ON THE LEFT.
 FD0135'
 FD0135'REFERENCE MARK 1 IS 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD0135'18 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 2 FEET SOUTH OF A
 FD0135'POWER POLE AND 2 FEET WEST OF A 10 INCH BOX ELDER TREE.  THE
 FD0135'MONUMENT IS FLUSH AND THE DISK IS STAMPED HURRICANE NO 1 1960.
 FD0135'
 FD0135'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM WITH MAGNETS,
 FD0135'STAMPED HURRICANE 1960 NO 3 1976, FLUSH WITH THE GROUND, 28 FEET
 FD0135'NORTH OF THE CENTERLINE OF THE DRIVEWAY, 53 FEET WEST OF THE
 FD0135'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF THE MULTITRUNK MAPLE
 FD0135'TREE AND 80 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST
 FD0135'CORNER OF THE HOUSE.
 FD0135'
 FD0135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FD0135'NORTHWEST OF MANCHESTER.
 FD0135'
 FD0135'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD0135
 FD0135                          STATION RECOVERY (1976)
 FD0135
 FD0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FD0135'6.3 MILES NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE AT
 FD0135'MANCHESTER, 83 FEET SOUTH OF A POWER POLE , 39 FEET SOUTHWEST OF A
 FD0135'MULTI-TRUNK MAPLE TREE, 97 FEET WEST OF THE CENTERLINE OF THE
 FD0135'HIGHWAY, 38 FEET NORTH OF THE THE CENTERLINE OF A DIVEWAY, 28 FEET
 FD0135'NORTHWEST OF A QUAD TRUNK MAPLE TREE, 65 FEET NORTH OF THE NORTHEAST
 FD0135'CORNER OF AND THE PROPERTY OF MR. JAMES V. GIONS. SET IN THE TOP OF A
 FD0135'SQUARE CONCRETE MONUMENT FLUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2580 ***********************************************************************
 GB2580  DESIGNATION -  HURRICANE
 GB2580  PID         -  GB2580
 GB2580  STATE/COUNTY-  TN/CAMPBELL
 GB2580  USGS QUAD   -  BLOCK (1979)
 GB2580
 GB2580                         *CURRENT SURVEY CONTROL
 GB2580  ___________________________________________________________________
 GB2580* NAD 83(1995)-  36 16 46.45969(N)    084 16 25.12767(W)     ADJUSTED  
 GB2580* NAVD 88     -      1006.6    (meters)    3302.     (feet)  VERTCON   
 GB2580  ___________________________________________________________________
 GB2580  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 GB2580  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB2580
 GB2580  HORZ ORDER  -  FIRST
 GB2580
 GB2580.The horizontal coordinates were established by classical geodetic methods
 GB2580.and adjusted by the National Geodetic Survey in April 1999..
 GB2580
 GB2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2580
 GB2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2580
 GB2580.The geoid height was determined by GEOID03.
 GB2580
 GB2580;                    North         East     Units Scale Factor Converg.
 GB2580;SPC TN       -   217,303.999   755,091.774   MT  0.99997856   +1 00 38.4
 GB2580;SPC TN       -   712,938.20  2,477,330.26   sFT  0.99997856   +1 00 38.4
 GB2580;UTM  16      - 4,018,406.781   744,877.477   MT  1.00033890   +1 36 50.6
 GB2580
 GB2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2580!SPC TN       -   0.99984668  x   0.99997856  =   0.99982524
 GB2580!UTM  16      -   0.99984668  x   1.00033890  =   1.00018552
 GB2580
 GB2580|---------------------------------------------------------------------|
 GB2580| PID    Reference Object                     Distance      Geod. Az  |
 GB2580|                                                           dddmmss.s |
 GB2580| DC2230 HURRICANE RM 1                       16.231 METERS 19411     |
 GB2580| DC2232 HURRICANE RM 3                       16.185 METERS 19414     |
 GB2580| GB2578 BOWMAN LOOKOUT TOWER NC 27          APPROX. 1.4 KM 2901036.2 |
 GB2580| DC2231 HURRICANE RM 2                       19.660 METERS 30327     |
 GB2580| DC2229 HURRICANE AZ MK                                    3213142.3 |
 GB2580|---------------------------------------------------------------------|
 GB2580
 GB2580                          SUPERSEDED SURVEY CONTROL
 GB2580
 GB2580  NAD 83(1995)-  36 16 46.46110(N)    084 16 25.13170(W) AD(       ) 1
 GB2580  NAD 83(1995)-  36 16 46.46516(N)    084 16 25.13425(W) AD(       ) 1
 GB2580  NAD 83(1986)-  36 16 46.46973(N)    084 16 25.12868(W) AD(       ) 1
 GB2580  NAD 27      -  36 16 46.18400(N)    084 16 25.38000(W) AD(       ) 1
 GB2580  NGVD 29 (07/19/86) 1006.7    (m)         3303.     (f) VERT ANG       
 GB2580
 GB2580.Superseded values are not recommended for survey control.
 GB2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2580.See file dsdata.txt to determine how the superseded data were derived.
 GB2580
 GB2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4487718407(NAD 83)
 GB2580_MARKER: DS = TRIANGULATION STATION DISK
 GB2580_SETTING: 66 = SET IN ROCK OUTCROP
 GB2580_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GB2580
 GB2580  HISTORY     - Date     Condition        Report By
 GB2580  HISTORY     - 1935     MONUMENTED       CGS
 GB2580  HISTORY     - 1961     GOOD             CGS
 GB2580  HISTORY     - 1964     MARK NOT FOUND   TNHD
 GB2580  HISTORY     - 1978     MARK NOT FOUND   NGS
 GB2580
 GB2580                          STATION DESCRIPTION
 GB2580
 GB2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2580'STATION IS ON A ROUND TOPPED PEAK KNOWN LOCALLY AS HURRICANE
 GB2580'MOUNTAIN, NEAR THE
 GB2580'HEAD OF BEECH FORK CREEK, ABOUT 3.5 MILES SW OF
 GB2580'CARYVILLE, ABOUT 7.5 MILES NW OF COAL
 GB2580'CREEK, ON LAND OWNED BY THE
 GB2580'COAL CREEK LAND AND COAL COMPANY OF KNOXVILLE, AND
 GB2580'TENANTED BY MR. HILE WARD.
 GB2580'
 GB2580'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GB2580'OUTCROPPING BEDROCK.
 GB2580'
 GB2580'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK LOCATED S OF STATION
 GB2580'IN ROCK OUTCROP
 GB2580'FLUSH WITH THE GROUND.
 GB2580'
 GB2580'REFERENCE MARK NO.2 IS W OF STATION, SET IN ROCK OUTCROP ON N EDGE OF
 GB2580'FIELD AND PROJECTS
 GB2580'ABOUT 4 INCHES.
 GB2580'
 GB2580'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.  IT
 GB2580'IS NW OF STATION ABOUT 100 YARDS W OF MR.  WARDS
 GB2580'HOUSE ALONG ROAD LEADING TO HIS
 GB2580'HOUSE, 6 FEET N OF CENTER LINE AT A
 GB2580'CURVE IN ROAD JUST BEFORE REACHING THE WARD HOUSE,
 GB2580'20 FEET N OF A
 GB2580'36-INCH OAK TREE.
 GB2580'
 GB2580'TO REACH FROM THE RAILROAD STATION IN CARYVILLE, CROSS THE TRACKS S
 GB2580'OF THE STATION AND
 GB2580'GO 3.5 MILES TO CROSSROADS.  KEEP STRAIGHT AHEAD
 GB2580'FOR 0.85 MILE TO CROSS ROAD AT TOP OF
 GB2580'DIVIDE, TURN RIGHT AND KEEP
 GB2580'MAIN ROAD STRAIGHT FOR 2.2 MILES TO ROAD FORKS, TAKE
 GB2580'LEFT FORK AND GO
 GB2580'0.5 MILE TO HILE WARDS HOUSE.  CONTINUE THROUGH GATE AND WARDS YARD
 GB2580'AND FOLLOW FARM
 GB2580'ROAD ABOUT 0.25 MILE TO TOP OF GRADE AND STATION AT
 GB2580'THE HIGHEST POINT.  STATION IS SET
 GB2580'IN ROCK OUTCROP FLUSH WITH THE
 GB2580'GROUND, 10 FEET N OF PATH ALONG TOP OF RIDGE, 21 FEET
 GB2580'NW OF LARGE
 GB2580'STUMP, 53.5 FEET W OF LARGE DEAD TRIPLE CHESTNUT TREE.
 GB2580'
 GB2580'A 37-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 GB2580
 GB2580                          STATION RECOVERY (1961)
 GB2580
 GB2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2580'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 GB2580'RECOVERED IN GOOD
 GB2580'CONDITION.  REFERENCE MARK NO.  1 WAS SEARCHED FOR BUT NOT FOUND.
 GB2580'THE DRILL HOLE WAS
 GB2580'FOUND AND REFERENCE MARK NO.  3 WAS ESTABLISHED IN
 GB2580'THE SAME APPROXIMATE LOCATION.  A
 GB2580'COMPLETE DESCRIPTION FOLLOWS-
 GB2580'
 GB2580'THE STATION IS LOCATED ON A ROUND TOPPED PEAK KNOWN LOCALLY AS
 GB2580'HURRICANE MOUNTAIN,
 GB2580'NEAR THE HEAD OF BEECH FORK CREEK, ABOUT 3.5 MILES
 GB2580'SOUTHWEST OF CARYVILLE AND
 GB2580'ABOUT 7.5 MILES NORTHWEST OF COAL CREEK.
 GB2580'
 GB2580'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARYVILLE, CROSS THE
 GB2580'TRACKS AND GO SOUTH ON
 GB2580'MAIN TRAVELED ROAD FOR 3.5 MILES TO A CROSSROAD, KEEP
 GB2580'STRAIGHT AHEAD FOR 0.85 MILE TO A
 GB2580'CROSSROAD AT TOP OF DIVIDE, TURN
 GB2580'SHARP RIGHT, SOUTHEAST, FOR 0.95 MILE TO A T ROAD
 GB2580'LEFT AT AN
 GB2580'ABANDONED HOUSE ON THE RIGHT, TURN LEFT, EAST FOR 0.25 MILE TO A
 GB2580'FORK, TAKE LEFT
 GB2580'FORK, NORTHEAST, FOR 0.55 MILE TO A CROSSROAD, TURN
 GB2580'RIGHT, EAST FOR 0.6 MILE TO A FORK, TAKE LEFT FORK, NORTHEAST FOR
 GB2580'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2580'CONTINUE STRAIGHT AHEAD FOR 0.4
 GB2580'MILE TO THE TOP OF HILL AND THE STATION.
 GB2580'
 GB2580'STATION MARK IS 1.8 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 GB2580'STANDARD DISK CEMENTED IN A
 GB2580'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED HURRICANE 1935
 GB2580'
 GB2580'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF HILL.  THE MARK IS A
 GB2580'STANDARD DISK CEMENTED IN A
 GB2580'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED
 GB2580'HURRICANE NO 2 1935.
 GB2580'
 GB2580'REFERENCE MARK NO. 3 IS ABOUT 3 FEET LOWER THAN THE STATION ON THE
 GB2580'SOUTH SLOPE OF HILL.  THE
 GB2580'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB2580'OUTCROPPING BEDROCK, FLUSH AND
 GB2580'IS STAMPED HURRICANE NO 3 1935.
 GB2580'
 GB2580'AZIMUTH MARK IS 18 FEET NORTH OF A CURVE IN THE ROAD AND 1.4 FEET
 GB2580'SOUTHWEST OF A WITNESS
 GB2580'SIGN.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST,
 GB2580'WHICH PROJECTS 2-INCHES AND
 GB2580'IS STAMPED HURRICANE 1935.
 GB2580
 GB2580                          STATION RECOVERY (1964)
 GB2580
 GB2580'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2580'THE STATION AND REFERENCE MARKS NO. 2 AND NO. 3 ARE PRESUMED TO BE
 GB2580'DESTROYED SINCE THE ENTIRE STATION SITE HAS BEEN CUT AWAY BY STRIP
 GB2580'MINING.  THE AZIMUTH MARK COULD NOT BE FOUND AND IS PRESUMED TO BE
 GB2580'DESTROYED DUE TO THE WIDENING OF THE DIRT ROAD NEAR WHICH IT WAS
 GB2580'LOCATED.
 GB2580
 GB2580                          STATION RECOVERY (1978)
 GB2580
 GB2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GB2580'A SEARCH WAS MADE FOR THE STATION BUT ALL MARKS ARE ASSUMED
 GB2580'DESTROYED BY STRIP MINING OF THE MOUNTAIN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1449 ***********************************************************************
 FD1449  DESIGNATION -  HURRICANE
 FD1449  PID         -  FD1449
 FD1449  STATE/COUNTY-  TN/MOORE
 FD1449  USGS QUAD   -  LYNCHBURG EAST (1978)
 FD1449
 FD1449                         *CURRENT SURVEY CONTROL
 FD1449  ___________________________________________________________________
 FD1449* NAD 83(1995)-  35 21 31.57258(N)    086 19 03.77342(W)     ADJUSTED  
 FD1449* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 FD1449  ___________________________________________________________________
 FD1449  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 FD1449  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD1449
 FD1449  HORZ ORDER  -  SECOND
 FD1449
 FD1449.The horizontal coordinates were established by classical geodetic methods
 FD1449.and adjusted by the National Geodetic Survey in April 1999..
 FD1449
 FD1449.The orthometric height was scaled from a topographic map.
 FD1449
 FD1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1449
 FD1449.The geoid height was determined by GEOID03.
 FD1449
 FD1449;                    North         East     Units Scale Factor Converg.
 FD1449;SPC TN       -   113,818.938   571,124.110   MT  0.99998259   -0 11 09.6
 FD1449;SPC TN       -   373,420.97  1,873,763.02   sFT  0.99998259   -0 11 09.6
 FD1449;UTM  16      - 3,913,044.079   561,987.168   MT  0.99964735   +0 23 41.5
 FD1449
 FD1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1449!SPC TN       -   0.99995015  x   0.99998259  =   0.99993274
 FD1449!UTM  16      -   0.99995015  x   0.99964735  =   0.99959751
 FD1449
 FD1449|---------------------------------------------------------------------|
 FD1449| PID    Reference Object                     Distance      Geod. Az  |
 FD1449|                                                           dddmmss.s |
 FD1449| CG6562 HURRICANE RM 1                       30.242 METERS 12956     |
 FD1449| CG6561 HURRICANE AZ MK                                    2151621.8 |
 FD1449| CG6563 HURRICANE RM 3                       38.877 METERS 21944     |
 FD1449|---------------------------------------------------------------------|
 FD1449
 FD1449                          SUPERSEDED SURVEY CONTROL
 FD1449
 FD1449  NAD 83(1995)-  35 21 31.57721(N)    086 19 03.77303(W) AD(       ) 2
 FD1449  NAD 83(1995)-  35 21 31.58142(N)    086 19 03.77333(W) AD(       ) 2
 FD1449  NAD 83(1986)-  35 21 31.58470(N)    086 19 03.77204(W) AD(       ) 2
 FD1449  NAD 27      -  35 21 31.30500(N)    086 19 03.79800(W) AD(       ) 2
 FD1449
 FD1449.Superseded values are not recommended for survey control.
 FD1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1449.See file dsdata.txt to determine how the superseded data were derived.
 FD1449
 FD1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6198713044(NAD 83)
 FD1449_MARKER: DS = TRIANGULATION STATION DISK
 FD1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1449
 FD1449  HISTORY     - Date     Condition        Report By
 FD1449  HISTORY     - 1934     MONUMENTED       CGS
 FD1449
 FD1449                          STATION DESCRIPTION
 FD1449
 FD1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1449'ABOUT 6.8 MILES BY ROAD WEST OF TULLAHOMA, AT HURRICANE SCHOOL, AT
 FD1449'SOUTH EDGE OF
 FD1449'WOODS, 157 FEET NORTHEAST OF NORTHEAST CORNER OF
 FD1449'SCHOOL, 77 FEET WEST OF 24-INCH
 FD1449'OAK TREE WITH TRIANGULAR BLAZE, AND
 FD1449'71 FEET NORTHWEST OF CENTER OF ROUTE 55.  TO REACH
 FD1449'FROM TULLAHOMA
 FD1449'RAILROAD STATION, GO WEST 5.7 MILES ON ROUTE 55 TO ITS JUNCTION WITH
 FD1449'STATE ROUTE 16,
 FD1449'TURN LEFT ON ROUTE 55 AND GO 1.1 MILES TO HURRICANE
 FD1449'SCHOOL.  SURFACE AND UNDERGROUND
 FD1449'MARKS ARE STANDARD DISK STATION
 FD1449'MARKS IN CONCRETE.  REFERENCE AND
 FD1449'AZIMUTH MARKS ARE
 FD1449'STANDARD REFERENCE DISKS IN CONCRETE.  NO.  1 IS AT EDGE OF
 FD1449'WOODS, 28 FEET
 FD1449'SOUTHEAST OF CENTER LINE OF ROUTE 55, AND 99.22 FEET
 FD1449'FROM STATION S 50 DEG 04 MIN E.
 FD1449'NO 3 IS IN SCHOOL YARD, 62
 FD1449'FEET SOUTHEAST OF SCHOOL, 46 FEET NORTHWEST OF
 FD1449'CENTER LINE OF ROUTE
 FD1449'55, 161.4 FEET FROM NO 1, AND 127.55 FEET FROM STATION
 FD1449'S 39 DEG 44 MIN W.
 FD1449'AZIMUTH MARK IS IN YARD OF VIRGIL HALE, 30 FEET SOUTH OF
 FD1449'CENTER LINE OF ROUTE 55, AND
 FD1449'0.25 MILE FROM STATION S 85 DEG 17 MIN W.
 FD1449'CENTER CHIMNEY OF MR HALES
 FD1449'HOUSE IS 250 YARDS FROM
 FD1449'STATION S 47 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1633 ***********************************************************************
 FD1633  DESIGNATION -  HURRICANE
 FD1633  PID         -  FD1633
 FD1633  STATE/COUNTY-  TN/HUMPHREYS
 FD1633  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1633
 FD1633                         *CURRENT SURVEY CONTROL
 FD1633  ___________________________________________________________________
 FD1633* NAD 83(1995)-  35 57 37.94934(N)    087 45 24.86216(W)     ADJUSTED  
 FD1633* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 FD1633  ___________________________________________________________________
 FD1633  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FD1633  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1633
 FD1633  HORZ ORDER  -  THIRD
 FD1633
 FD1633.The horizontal coordinates were established by classical geodetic methods
 FD1633.and adjusted by the National Geodetic Survey in April 1999..
 FD1633
 FD1633.The orthometric height was scaled from a topographic map.
 FD1633
 FD1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1633
 FD1633.The geoid height was determined by GEOID03.
 FD1633
 FD1633;                    North         East     Units Scale Factor Converg.
 FD1633;SPC TN       -   181,959.857   441,528.292   MT  0.99995083   -1 01 42.8
 FD1633;SPC TN       -   596,979.96  1,448,580.74   sFT  0.99995083   -1 01 42.8
 FD1633;UTM  16      - 3,979,836.688   431,747.259   MT  0.99965740   -0 26 40.2
 FD1633
 FD1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1633!SPC TN       -   0.99997106  x   0.99995083  =   0.99992189
 FD1633!UTM  16      -   0.99997106  x   0.99965740  =   0.99962847
 FD1633
 FD1633|---------------------------------------------------------------------|
 FD1633| PID    Reference Object                     Distance      Geod. Az  |
 FD1633|                                                           dddmmss.s |
 FD1633| FD1632 HURRICANE LOOKOUT TOWER HR 19        17.249 METERS 02945     |
 FD1633| CG6568 HURRICANE RM 1                       17.249 METERS 02945     |
 FD1633| GC2593 TENNESSEE VALLEY FARMERS SILO       APPROX.10.9 KM 0631259.1 |
 FD1633| CG6567 HURRICANE AZ MK                                    0664153.9 |
 FD1633| FD1631 DUCK                                APPROX. 3.4 KM 2381951.0 |
 FD1633| CG6569 HURRICANE RM 2                       21.144 METERS 27211     |
 FD1633|---------------------------------------------------------------------|
 FD1633
 FD1633                          SUPERSEDED SURVEY CONTROL
 FD1633
 FD1633  NAD 83(1995)-  35 57 37.95119(N)    087 45 24.86651(W) AD(       ) 3
 FD1633  NAD 83(1986)-  35 57 37.95934(N)    087 45 24.86354(W) AD(       ) 3
 FD1633  NAD 27      -  35 57 37.73700(N)    087 45 24.77900(W) AD(       ) 3
 FD1633
 FD1633.Superseded values are not recommended for survey control.
 FD1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1633.See file dsdata.txt to determine how the superseded data were derived.
 FD1633
 FD1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3174779837(NAD 83)
 FD1633_MARKER: DS = TRIANGULATION STATION DISK
 FD1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1633
 FD1633  HISTORY     - Date     Condition        Report By
 FD1633  HISTORY     - 1952     MONUMENTED       CGS
 FD1633  HISTORY     - 1973     GOOD             TVA
 FD1633  HISTORY     - 1975     GOOD             NGS
 FD1633
 FD1633                          STATION DESCRIPTION
 FD1633
 FD1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1633'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF WAVERLY ON PROPERTY
 FD1633'OWNED BY THE STATE.  IT IS
 FD1633'71 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 FD1633'BUILDING, 44 FEET SOUTH OF THE
 FD1633'SOUTHWEST LEG OF THE HURRICANE LOOKOUT
 FD1633'TOWER AND 19 FEET NORTHWEST OF A WHITE WITNESS
 FD1633'POST.  THE MARK IS
 FD1633'FLUSH AND THE DISK IS STAMPED HURRICANE 1952.
 FD1633'
 FD1633'REFERENCE MARK NO 1 IS SET AT THE CENTER OF THE BASE OF THE LOOKOUT
 FD1633'TOWER.  THE MARK IS FLUSH
 FD1633'AND THE DISK IS STAMPED HURRICANE NO 1 1952.
 FD1633'
 FD1633'REFERENCE MARK NO 2 IS 96 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 FD1633'LOOKOUT TOWER AND 10 FEET
 FD1633'SOUTH OF A 10 INCH OAK TREE.  THE MARK IS FLUSH AND
 FD1633'THE DISK IS STAMPED HURRICANE NO 2
 FD1633'1952.
 FD1633'
 FD1633'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 10
 FD1633'FEET WEST OF AN 8 INCH OAK
 FD1633'TREE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 FD1633'THE MARK IS FLUSH AND THE DISK IS
 FD1633'STAMPED HURRICANE 1952.
 FD1633'
 FD1633'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1633'STATE HIGHWAY 13 FOR 4.8
 FD1633'MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY FOR
 FD1633'4.3 MILES TO THE TOP OF A
 FD1633'HILL AND A DRIVEWAY ON THE RIGHT, TURN
 FD1633'RIGHT AND GO UP HILL ON THE DRIVEWAY FOR 0.2
 FD1633'MILE TO THE AZIMUTH MARK
 FD1633'ON THE RIGHT, CONTINUE FOR 0.1 MILE TO THE HURRICANE LOOKOUT
 FD1633'TOWER AND THE
 FD1633'STATION AS DESCRIBED.
 FD1633'
 FD1633'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FD1633
 FD1633                          STATION RECOVERY (1973)
 FD1633
 FD1633'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1633'HURRICANE RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1633'
 FD1633'HURRICANE RM 1 RECOVERED IN GOOD CONDITION.  GOOD AS DESCRIBED.
 FD1633'
 FD1633'HURRICANE, RM 2 RECOVERED IN GOOD CONDITION.  GOOD AS DESCRIBED.
 FD1633'
 FD1633'HURRICANE AZI. RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 FD1633'
 FD1633'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MI. SOUTHEAST
 FD1633'OF WAVERLY.
 FD1633
 FD1633                          STATION RECOVERY (1975)
 FD1633
 FD1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1633'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  A METAL
 FD1633'WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK AND 1 FOOT
 FD1633'NORTHEAST OF THE AZIMUTH MARK.
 FD1633'
 FD1633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 FD1633'SOUTHEAST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2416 ***********************************************************************
 GB2416  DESIGNATION -  HURRICANE
 GB2416  PID         -  GB2416
 GB2416  STATE/COUNTY-  TN/JACKSON
 GB2416  USGS QUAD   -  WHITLEYVILLE (1982)
 GB2416
 GB2416                         *CURRENT SURVEY CONTROL
 GB2416  ___________________________________________________________________
 GB2416* NAD 83(1995)-  36 24 28.86698(N)    085 37 39.95936(W)     ADJUSTED  
 GB2416* NAVD 88     -       291.3    (meters)     956.     (feet)  VERTCON   
 GB2416  ___________________________________________________________________
 GB2416  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GB2416  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB2416
 GB2416  HORZ ORDER  -  SECOND
 GB2416
 GB2416.The horizontal coordinates were established by classical geodetic methods
 GB2416.and adjusted by the National Geodetic Survey in April 1999..
 GB2416
 GB2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2416
 GB2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2416
 GB2416.The geoid height was determined by GEOID03.
 GB2416
 GB2416;                    North         East     Units Scale Factor Converg.
 GB2416;SPC TN       -   230,252.521   633,388.079   MT  0.99999848   +0 13 04.5
 GB2416;SPC TN       -   755,420.15  2,078,040.72   sFT  0.99999848   +0 13 04.5
 GB2416;UTM  16      - 4,030,079.830   623,039.434   MT  0.99978652   +0 48 52.4
 GB2416
 GB2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2416!SPC TN       -   0.99995903  x   0.99999848  =   0.99995751
 GB2416!UTM  16      -   0.99995903  x   0.99978652  =   0.99974556
 GB2416
 GB2416|---------------------------------------------------------------------|
 GB2416| PID    Reference Object                     Distance      Geod. Az  |
 GB2416|                                                           dddmmss.s |
 GB2416| CG6565 HURRICANE RM 1                       35.018 METERS 04824     |
 GB2416| CG6564 HURRICANE AZ MK                                    0740846.8 |
 GB2416| CG6566 HURRICANE RM 2                                     12609     |
 GB2416|---------------------------------------------------------------------|
 GB2416
 GB2416                          SUPERSEDED SURVEY CONTROL
 GB2416
 GB2416  NAD 83(1995)-  36 24 28.86853(N)    085 37 39.96076(W) AD(       ) 2
 GB2416  NAD 83(1995)-  36 24 28.87415(N)    085 37 39.96409(W) AD(       ) 2
 GB2416  NAD 83(1986)-  36 24 28.87782(N)    085 37 39.96322(W) AD(       ) 2
 GB2416  NAD 27      -  36 24 28.66400(N)    085 37 40.05500(W) AD(       ) 2
 GB2416  NGVD 29 (07/19/86)  291.4    (m)          956.     (f) VERT ANG       
 GB2416
 GB2416.Superseded values are not recommended for survey control.
 GB2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2416.See file dsdata.txt to determine how the superseded data were derived.
 GB2416
 GB2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2303930080(NAD 83)
 GB2416_MARKER: DS = TRIANGULATION STATION DISK
 GB2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2416
 GB2416  HISTORY     - Date     Condition        Report By
 GB2416  HISTORY     - 1949     MONUMENTED       CGS
 GB2416  HISTORY     - 1966     GOOD             TNHD
 GB2416
 GB2416                          STATION DESCRIPTION
 GB2416
 GB2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2416'STATION IS LOCATED ABOUT 10 MILES WEST OF HILHAM AND 4 MILES
 GB2416'NORTHEAST OF GAINESBORO ON TOP OF A BALD HILL. IT IS 8 FEET WEST
 GB2416'OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB2416'HURRICANE 1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 1 IS 3 FEET SOUTHWEST OF A 12 INCH WILD CHERRY
 GB2416'TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED HURRICANE NO 1
 GB2416'1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 2 IS 5 FEET NORTH OF A 10 INCH WALNUT TREE AND IS
 GB2416'ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK IS FLUSH
 GB2416'AND THE DISK IS STAMPED HURRICANE NO 2 1949.
 GB2416'
 GB2416'AZIMUTH MARK IS 13 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 3
 GB2416'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GB2416'FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED HURRICANE 1949.
 GB2416'
 GB2416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 53
 GB2416'ABOUT 2-1/2 MILES NORTHEAST OF GAINESBORO, GO NORTHEAST ON
 GB2416'HIGHWAY 53 FOR 2.3 MILES TO A T-ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD
 GB2416'AND GO IN AN EASTERLY DIRECTION FOR 1.75 MILES TO A FORK AT THE TOP
 GB2416'OF A HILL, BEAR RIGHT ON MAIN GRAVEL ROAD FOR 0.1 MILE TO A T-ROAD
 GB2416'RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ON GRAVEL ROAD FOR 0.45 MILE
 GB2416'TO THE AZIMUTH MARK ON THE RIGHT, THENCE CONTINUE ON GRAVEL AND DIRT
 GB2416'ROAD FOR 0.75 MILES TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2416'
 GB2416'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GB2416
 GB2416                          STATION RECOVERY (1966)
 GB2416
 GB2416'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2416'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GB2416'MEASUREMENTS TO THE REFERENCE MARKS WERE NOT MADE AT THIS TIME DUE
 GB2416'TO THE DENSE UNDERGROWTH AT THE STATION SITE. A NEW AND COMPLETE
 GB2416'DESCRIPTION FOLLOWS.
 GB2416'
 GB2416'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF GAINESBORO, ON A SMALL
 GB2416'HILL DENSELY COVERED WITH SMALL CEDAR TREES.
 GB2416'
 GB2416'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND STATE
 GB2416'ROUTE 85, ABOUT 2-1/2 MILES NORTHEAST OF GAINESBORO, GO NORTHERLY ON
 GB2416'STATE ROUTE 53 FOR 2.3 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN
 GB2416'RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 1.8 MILES TO A FORK,
 GB2416'KEEP RIGHT AND CONTINUE ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 GB2416'GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ON THE
 GB2416'GRAVELED ROAD FOR 0.45 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 GB2416'RIGHT. PASS THROUGH THE GATE AND FOLLOW THE GRAVELED, THEN TRACK
 GB2416'ROAD, FOR 0.8 MILE TO THE TOP OF THE HILL AND THE STATION.
 GB2416'
 GB2416'THE STATION IS ABOUT 75 FEET EAST OF THE SUMMIT OF THE HILL, 26 FEET
 GB2416'SOUTH OF A MULTI-TRUNKED CHERRY TREE AND 23 FEET WEST OF A SMALL
 GB2416'CHERRY TREE. THE SURFACE MARK IS A STANDARD U.S.C. AND G.S.
 GB2416'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2416'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HURRICANE 1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 1 IS 4 FEET SOUTHWEST OF A 15-INCH WILD CHERRY
 GB2416'TREE. THE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET
 GB2416'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2416'DISK IS STAMPED HURRICANE NO 1 1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF A CLEARED AREA AND 17 FEET
 GB2416'NORTHEAST OF THE TRACK ROAD. THE MARK IS A STANDARD U.S.C. AND G.S.
 GB2416'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2416'CONCRETE MONUMENT AD THE DISK IS STAMPED HURRICANE NO 2 1949.
 GB2416'
 GB2416'THE AZIMUTH MARK IS 21 FEET SOUTH OF A FENCE CORNER AND 13 FEET
 GB2416'NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD. THE
 GB2416'MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP
 GB2416'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2416'STAMPED HURRICANE 1949.
 GB2416'
 GB2416'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2416'
 GB2416'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GB2416'
 GB2416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1632 ***********************************************************************
 FD1632  DESIGNATION -  HURRICANE LOOKOUT TOWER HR 19
 FD1632  PID         -  FD1632
 FD1632  STATE/COUNTY-  TN/HUMPHREYS
 FD1632  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1632
 FD1632                         *CURRENT SURVEY CONTROL
 FD1632  ___________________________________________________________________
 FD1632* NAD 83(1995)-  35 57 38.43519(N)    087 45 24.52051(W)     ADJUSTED  
 FD1632* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 FD1632  ___________________________________________________________________
 FD1632  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FD1632  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1632
 FD1632  HORZ ORDER  -  SECOND
 FD1632
 FD1632.The horizontal coordinates were established by classical geodetic methods
 FD1632.and adjusted by the National Geodetic Survey in April 1999..
 FD1632
 FD1632.The orthometric height was scaled from a topographic map.
 FD1632
 FD1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1632
 FD1632.The geoid height was determined by GEOID03.
 FD1632
 FD1632;                    North         East     Units Scale Factor Converg.
 FD1632;SPC TN       -   181,974.675   441,537.120   MT  0.99995083   -1 01 42.6
 FD1632;SPC TN       -   597,028.58  1,448,609.70   sFT  0.99995083   -1 01 42.6
 FD1632;UTM  16      - 3,979,851.591   431,755.933   MT  0.99965739   -0 26 40.0
 FD1632
 FD1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1632!SPC TN       -   0.99997106  x   0.99995083  =   0.99992189
 FD1632!UTM  16      -   0.99997106  x   0.99965739  =   0.99962846
 FD1632
 FD1632                          SUPERSEDED SURVEY CONTROL
 FD1632
 FD1632  NAD 83(1995)-  35 57 38.43704(N)    087 45 24.52487(W) AD(       ) 2
 FD1632  NAD 83(1986)-  35 57 38.44519(N)    087 45 24.52190(W) AD(       ) 2
 FD1632  NAD 27      -  35 57 38.22300(N)    087 45 24.43700(W) AD(       ) 2
 FD1632
 FD1632.Superseded values are not recommended for survey control.
 FD1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1632.See file dsdata.txt to determine how the superseded data were derived.
 FD1632
 FD1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3175679852(NAD 83)
 FD1632_MARKER: 57 = LOOKOUT TOWER
 FD1632
 FD1632  HISTORY     - Date     Condition        Report By
 FD1632  HISTORY     - 1952     FIRST OBSERVED   CGS
 FD1632  HISTORY     - 1959     GOOD             CGS
 FD1632  HISTORY     - 1973     GOOD             TVA
 FD1632
 FD1632                          STATION DESCRIPTION
 FD1632
 FD1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1632'TRIANGULATION STATION, REFERENCE MARK NO 1 WHICH IS LOCATED AT THE
 FD1632'CENTER OF THE BASE
 FD1632'OF THE LOOKOUT TOWER.  THE LOOKOUT TOWER IS
 FD1632'LOCATED ABOUT 9 MILES SOUTHEAST OF
 FD1632'WAVERLY.  IT IS A 4-LEGGED STEEL
 FD1632'STRUCTURE ABOUT 95 FEET HIGH WITH AN OBSERVATION ROOM
 FD1632'ATOP.  A
 FD1632'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HURRICANE AND
 FD1632'THE DISTANCE WAS
 FD1632'FOUND TO BE 17.249 METERS (56.59 FEET).
 FD1632'
 FD1632'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1632'STATE HIGHWAY 13 FOR 4.8
 FD1632'MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY FOR
 FD1632'4.3 MILES TO THE TOP OF A
 FD1632'HILL AND A DRIVEWAY ON THE RIGHT, TURN
 FD1632'RIGHT AND GO UP HILL ON DRIVEWAY FOR 0.3
 FD1632'MILE TO THE LOOKOUT TOWER.
 FD1632
 FD1632                          STATION RECOVERY (1959)
 FD1632
 FD1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1632'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF WAVERLY ON THE TOP OF A
 FD1632'HIGH, WOODED RIDGE.
 FD1632'USCGS TRIANGULATION STATION HURRICANE 1952 IS LOCATED
 FD1632'NEARBY AND THE REFERENCE MARK NO
 FD1632'1 IS LOCATED BELOW AND IN THE
 FD1632'APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 FD1632'
 FD1632'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 FD1632'OBSERVATION PLATFORM,
 FD1632'HAS AN OVER-ALL HEIGHT OF 85.0 FEET AND A SMALL FINIAL AT
 FD1632'THE APEX OF THE ROOF.  THE
 FD1632'FINIAL AT THE TOP AND CENTER OF THE ROOF
 FD1632'WAS THE POINT INTERSECTED.
 FD1632'
 FD1632'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD1632'ROUTE NO 13 AT THE
 FD1632'NORTHEAST CORNER OF THE SQUARE IN WAVERLY, GO SOUTH ON
 FD1632'STATE ROUTE NO 13 FOR 9.1
 FD1632'MILES TO A SIGN FIRE TOWER ON THE RIGHT,
 FD1632'TURN RIGHT ON A WOODS ROAD AND GO WEST AND
 FD1632'NORTHWESTERLY FOR ABOUT
 FD1632'0.15 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 FD1632
 FD1632                          STATION RECOVERY (1973)
 FD1632
 FD1632'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1632'HURRICANE LOOKOUT RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1632'DESCRIPTION.
 FD1632'
 FD1632'NOTE--TOWER HAS BEEN CHANGED TO DISTRICT 6 LOOKOUT TOWER NUMBER 22
 FD1632'ACCORDING TO ATTENDANT.
 FD1632'
 FD1632'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH OF
 FD1632'WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0134 ***********************************************************************
 FD0134  DESIGNATION -  HURRICANE RM 1
 FD0134  PID         -  FD0134
 FD0134  STATE/COUNTY-  TN/COFFEE
 FD0134  USGS QUAD   -  NOAH (1976)
 FD0134
 FD0134                         *CURRENT SURVEY CONTROL
 FD0134  ___________________________________________________________________
 FD0134* NAD 83(1986)-  35 32 42.     (N)    086 10 15.     (W)     SCALED    
 FD0134* NAVD 88     -       362.793  (meters)    1190.26   (feet)  ADJUSTED  
 FD0134  ___________________________________________________________________
 FD0134  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0134  DYNAMIC HT  -         362.451 (meters)    1189.14  (feet)  COMP
 FD0134  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FD0134
 FD0134  VERT ORDER  -  SECOND    CLASS 0
 FD0134
 FD0134.The horizontal coordinates were scaled from a topographic map and have
 FD0134.an estimated accuracy of +/- 6 seconds.
 FD0134
 FD0134.The orthometric height was determined by differential leveling
 FD0134.and adjusted by the National Geodetic Survey in June 1991..
 FD0134
 FD0134.The geoid height was determined by GEOID03.
 FD0134
 FD0134.The dynamic height is computed by dividing the NAVD 88
 FD0134.geopotential number by the normal gravity value computed on the
 FD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0134.degrees latitude (g = 980.6199 gals.).
 FD0134
 FD0134.The modeled gravity was interpolated from observed gravity values.
 FD0134
 FD0134;                    North         East    Units  Estimated Accuracy
 FD0134;SPC TN       -   134,450.      584,510.      MT  (+/- 180 meters Scaled)
 FD0134
 FD0134                          SUPERSEDED SURVEY CONTROL
 FD0134
 FD0134  NGVD 29 (??/??/92)  362.785  (m)         1190.24   (f) ADJ UNCH    2 0
 FD0134
 FD0134.Superseded values are not recommended for survey control.
 FD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0134.See file dsdata.txt to determine how the superseded data were derived.
 FD0134
 FD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE751338(NAD 83)
 FD0134_MARKER: DR = REFERENCE MARK DISK
 FD0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0134_STAMPING: HURRICANE NO 1 1960
 FD0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0134+STABILITY: SURFACE MOTION
 FD0134
 FD0134  HISTORY     - Date     Condition        Report By
 FD0134  HISTORY     - 1960     MONUMENTED       CGS
 FD0134  HISTORY     - 1976     GOOD             USGS
 FD0134
 FD0134                          STATION DESCRIPTION
 FD0134
 FD0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0134'6.3 MI NW FROM MANCHESTER.
 FD0134'THIS MARK IS LOCATED AT THE HURRICANE 1960 STATION SITE, 81.5 FT.
 FD0134'NORTH OF THE STATION MARK, 60 FT. WEST OF THE CENTER OF U.S.
 FD0134'HIGHWAY 41, 18 FT. SOUTH OF THE CENTER OF A DRIVE-WAY, AND 2 FT.
 FD0134'SOUTH OF A POWER LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0134'POST THAT IS FLUSH WITH THE GROUND AND ABOUT 5 FT. ABOVE THE
 FD0134'LEVEL OF THE HIGHWAY.
 FD0134
 FD0134                          STATION RECOVERY (1976)
 FD0134
 FD0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FD0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0133 ***********************************************************************
 FD0133  DESIGNATION -  HURRICANE RM 2
 FD0133  PID         -  FD0133
 FD0133  STATE/COUNTY-  TN/COFFEE
 FD0133  USGS QUAD   -  NOAH (1976)
 FD0133
 FD0133                         *CURRENT SURVEY CONTROL
 FD0133  ___________________________________________________________________
 FD0133* NAD 83(1986)-  35 32 42.     (N)    086 10 15.     (W)     SCALED    
 FD0133* NAVD 88     -       362.564  (meters)    1189.51   (feet)  ADJUSTED  
 FD0133  ___________________________________________________________________
 FD0133  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0133  DYNAMIC HT  -         362.222 (meters)    1188.39  (feet)  COMP
 FD0133  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FD0133
 FD0133  VERT ORDER  -  SECOND    CLASS 0
 FD0133
 FD0133.The horizontal coordinates were scaled from a topographic map and have
 FD0133.an estimated accuracy of +/- 6 seconds.
 FD0133
 FD0133.The orthometric height was determined by differential leveling
 FD0133.and adjusted by the National Geodetic Survey in June 1991..
 FD0133
 FD0133.The geoid height was determined by GEOID03.
 FD0133
 FD0133.The dynamic height is computed by dividing the NAVD 88
 FD0133.geopotential number by the normal gravity value computed on the
 FD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0133.degrees latitude (g = 980.6199 gals.).
 FD0133
 FD0133.The modeled gravity was interpolated from observed gravity values.
 FD0133
 FD0133;                    North         East    Units  Estimated Accuracy
 FD0133;SPC TN       -   134,450.      584,510.      MT  (+/- 180 meters Scaled)
 FD0133
 FD0133                          SUPERSEDED SURVEY CONTROL
 FD0133
 FD0133  NGVD 29 (??/??/92)  362.556  (m)         1189.49   (f) ADJ UNCH    2 0
 FD0133
 FD0133.Superseded values are not recommended for survey control.
 FD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0133.See file dsdata.txt to determine how the superseded data were derived.
 FD0133
 FD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE751338(NAD 83)
 FD0133_MARKER: DR = REFERENCE MARK DISK
 FD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0133_STAMPING: HURRICANE NO 2 1960
 FD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0133+STABILITY: SURFACE MOTION
 FD0133
 FD0133  HISTORY     - Date     Condition        Report By
 FD0133  HISTORY     - 1960     MONUMENTED       CGS
 FD0133  HISTORY     - 1976     MARK NOT FOUND   CGS
 FD0133
 FD0133                          STATION DESCRIPTION
 FD0133
 FD0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0133'6.3 MI NW FROM MANCHESTER.
 FD0133'THIS MARK IS LOCATED AT THE HURRICANE 1960 STATION SITE, 41 FT.
 FD0133'EAST OF THE STATION MARK, 59 FT. WEST OF THE CENTER OF U.S.
 FD0133'HIGHWAY 41 AND 1 FT. NORTH OF A FENCE CORNER POST.  THE DISK IS
 FD0133'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FD0133'ABOUT 4 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FD0133
 FD0133                          STATION RECOVERY (1976)
 FD0133
 FD0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1976
 FD0133'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN
 FD0133'DESTROYED BY GRADING FOR A LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1346 ***********************************************************************
 FD1346  DESIGNATION -  HURRICANE RM 3
 FD1346  PID         -  FD1346
 FD1346  STATE/COUNTY-  TN/COFFEE
 FD1346  USGS QUAD   -  NOAH (1976)
 FD1346
 FD1346                         *CURRENT SURVEY CONTROL
 FD1346  ___________________________________________________________________
 FD1346* NAD 83(1986)-  35 32 42.     (N)    086 10 15.     (W)     SCALED    
 FD1346* NAVD 88     -       362.33   (meters)    1188.7    (feet)  RESET     
 FD1346  ___________________________________________________________________
 FD1346  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1346
 FD1346  VERT ORDER  -  THIRD
 FD1346
 FD1346.The horizontal coordinates were scaled from a topographic map and have
 FD1346.an estimated accuracy of +/- 6 seconds.
 FD1346
 FD1346.The orthometric height was computed from unverified reset data.
 FD1346.No vertical observational check was made to the station.
 FD1346
 FD1346.The geoid height was determined by GEOID03.
 FD1346
 FD1346;                    North         East    Units  Estimated Accuracy
 FD1346;SPC TN       -   134,450.      584,510.      MT  (+/- 180 meters Scaled)
 FD1346
 FD1346                          SUPERSEDED SURVEY CONTROL
 FD1346
 FD1346  NGVD 29 (10/12/01)  362.32   (m)         1188.7    (f) RESET       3  
 FD1346
 FD1346.Superseded values are not recommended for survey control.
 FD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1346.See file dsdata.txt to determine how the superseded data were derived.
 FD1346
 FD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE751338(NAD 83)
 FD1346_MARKER: DR = REFERENCE MARK DISK
 FD1346_SETTING: 0 = UNSPECIFIED SETTING
 FD1346_STAMPING: HURRICANE 1960 NO 3 1976
 FD1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1346
 FD1346  HISTORY     - Date     Condition        Report By
 FD1346  HISTORY     - 1976     MONUMENTED       NGS
 FD1346
 FD1346                          STATION DESCRIPTION
 FD1346
 FD1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FD1346'6.3 MI NW FROM MANCHESTER.
 FD1346'6.3 MILES NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE IN
 FD1346'MANCHESTER, 28 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 53 FEET
 FD1346'WEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A
 FD1346'MULTI-TRUNK MAPLE TREE, 80 FEET NORTHEAST OF THE NORTHEAST CORNER
 FD1346'OF A BRICK HOUSE, AND IN TOP OF A PRE-CAST ALUMINUM MONUMENT WITH
 FD1346'MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1265 ***********************************************************************
 FD1265  DESIGNATION -  HURST
 FD1265  PID         -  FD1265
 FD1265  STATE/COUNTY-  TN/LEWIS
 FD1265  USGS QUAD   -  HOHENWALD (1991)
 FD1265
 FD1265                         *CURRENT SURVEY CONTROL
 FD1265  ___________________________________________________________________
 FD1265* NAD 83(1995)-  35 32 19.30733(N)    087 31 54.12374(W)     ADJUSTED  
 FD1265* NAVD 88     -       297.687  (meters)     976.66   (feet)  ADJUSTED  
 FD1265  ___________________________________________________________________
 FD1265  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1265  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1265  DYNAMIC HT  -         297.413 (meters)     975.76  (feet)  COMP
 FD1265  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD1265
 FD1265  HORZ ORDER  -  FIRST
 FD1265  VERT ORDER  -  FIRST     CLASS II
 FD1265
 FD1265.The horizontal coordinates were established by classical geodetic methods
 FD1265.and adjusted by the National Geodetic Survey in April 1999..
 FD1265
 FD1265.The orthometric height was determined by differential leveling
 FD1265.and adjusted by the National Geodetic Survey in June 1991..
 FD1265
 FD1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1265
 FD1265.The geoid height was determined by GEOID03.
 FD1265
 FD1265.The dynamic height is computed by dividing the NAVD 88
 FD1265.geopotential number by the normal gravity value computed on the
 FD1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1265.degrees latitude (g = 980.6199 gals.).
 FD1265
 FD1265.The modeled gravity was interpolated from observed gravity values.
 FD1265
 FD1265;                    North         East     Units Scale Factor Converg.
 FD1265;SPC TN       -   134,821.011   461,107.382   MT  0.99996161   -0 53 48.2
 FD1265;SPC TN       -   442,325.27  1,512,816.47   sFT  0.99996161   -0 53 48.2
 FD1265;UTM  16      - 3,932,915.112   451,801.297   MT  0.99962863   -0 18 32.6
 FD1265
 FD1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1265!SPC TN       -   0.99995768  x   0.99996161  =   0.99991929
 FD1265!UTM  16      -   0.99995768  x   0.99962863  =   0.99958633
 FD1265
 FD1265:                Primary Azimuth Mark                     Grid Az
 FD1265:SPC TN       -  HURST AZ MK                              136 23 51.5
 FD1265:UTM  16      -  HURST AZ MK                              135 48 35.9
 FD1265
 FD1265|---------------------------------------------------------------------|
 FD1265| PID    Reference Object                     Distance      Geod. Az  |
 FD1265|                                                           dddmmss.s |
 FD1265| FD1266 HURST AZ MK                                        1353003.3 |
 FD1265| FD1264 HURST RM 1                           28.983 METERS 20349     |
 FD1265| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX. 1.8 KM 2865334.3 |
 FD1265| FD1624 HOHENWALD NORTH MUNICIPAL TANK      APPROX. 2.8 KM 3082042.9 |
 FD1265| CG6573 HURST RM 3                           28.707 METERS 34814     |
 FD1265| CG6572 HURST RM 2                           28.663 METERS 34829     |
 FD1265| CG6574 HURST RM 4                           25.181 METERS 34937     |
 FD1265|---------------------------------------------------------------------|
 FD1265
 FD1265                          SUPERSEDED SURVEY CONTROL
 FD1265
 FD1265  NAD 83(1995)-  35 32 19.31124(N)    087 31 54.12440(W) AD(       ) 1
 FD1265  NAD 83(1986)-  35 32 19.31781(N)    087 31 54.12486(W) AD(       ) 1
 FD1265  NAD 27      -  35 32 19.04900(N)    087 31 54.05900(W) AD(       ) 1
 FD1265  NGVD 29 (??/??/92)  297.664  (m)          976.59   (f) ADJ UNCH    1 2
 FD1265
 FD1265.Superseded values are not recommended for survey control.
 FD1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1265.See file dsdata.txt to determine how the superseded data were derived.
 FD1265
 FD1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5180132915(NAD 83)
 FD1265_MARKER: DS = TRIANGULATION STATION DISK
 FD1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1265_STAMPING: HURST 1934
 FD1265_MARK LOGO: CGS   
 FD1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1265+STABILITY: SURFACE MOTION
 FD1265
 FD1265  HISTORY     - Date     Condition        Report By
 FD1265  HISTORY     - 1934     MONUMENTED       CGS
 FD1265  HISTORY     - 1962     GOOD             CGS
 FD1265  HISTORY     - 1964     GOOD             CGS
 FD1265  HISTORY     - 1970     GOOD             NGS
 FD1265  HISTORY     - 1970     GOOD             NGS
 FD1265
 FD1265                          STATION DESCRIPTION
 FD1265
 FD1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1265'ABOUT 1.25 MILES EAST OF HOHENWALD, 0.25 MILE WEST OF TENNESSEE POWER
 FD1265'CO TRANSMISSION
 FD1265'LINE, 0.1 MILE NORTH OF ROUTE 20, IN YARD AROUND
 FD1265'SMALL SHACK, AND ON LAND OWNED BY
 FD1265'MR T C HURST.  TO REACH FROM
 FD1265'RAILROAD CROSSING AT HOHENWALD, GO EAST 1.1 MILES ON
 FD1265'ROUTE 20 TO LANE
 FD1265'LEADING LEFT, TURN LEFT ONTO LANE, AND GO 0.1 MILE TO STATION SITE.
 FD1265'STATION IS 17 FEET
 FD1265'SOUTHWEST OF SOUTHWEST CORNER OF SHACK, 15.5 FEET
 FD1265'NORTH OF SMALL CEDAR TREE
 FD1265'(NORTHERNMOST ONE ALONG EAST SIDE OF LANE),
 FD1265'10 FEET NORTH OF SOUTHWEST CORNER OF YARD,
 FD1265'AND 1 FOOT EAST OF EAST
 FD1265'RIGHT-OF-WAY FENCE OF LANE.  SURFACE AND UNDERGROUND MARKS ARE
 FD1265'STANDARD STATION DISKS IN CONCRETE.  SURFACE MARK
 FD1265'PROJECTS 5 INCHES
 FD1265'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1265'STANDARD REFERENCE DISKS IN
 FD1265'CONCRETE.  REFERENCE MARKS
 FD1265'PROJECT 10 INCHES ABOVE GROUND.  NO 1 IS IN
 FD1265'WEST RIGHT-OF-WAY FENCE
 FD1265'OF LANE, 80 FEET SOUTH-SOUTHWEST OF CEDAR TREE, AND 95.05 FEET
 FD1265'FROM STATION.
 FD1265'NO 2 IS IN WEST RIGHT-OF-WAY FENCE
 FD1265'OF LANE, 50 FEET NORTHWEST OF
 FD1265'NORTHWEST CORNER OF SHACK, AND 94.04
 FD1265'FEET FROM STATION N 11 DEG 31 MIN W.
 FD1265'REFERENCE MARK NO 1 IS
 FD1265'180 FEET SOUTH OF REFERENCE MARK NO 2.  AZIMUTH MARK, PROJECTING
 FD1265'6 INCHES ABOVE
 FD1265'GROUND, IS IN NORTH RIGHT-OF-WAY FENCE OF ROUTE 20, IN
 FD1265'LINE WITH SOUTHWEST LEG OF
 FD1265'TRANSMISSION TOWER NEAREST ROAD, 110 FEET
 FD1265'WEST OF POWER LINE, 110 FEET NORTHEAST OF AND
 FD1265'DIAGONALLY OPPOSITE
 FD1265'WHITE HOUSE, AND ABOUT 0.2 MILE FROM STATION S 44 DEG 30 MIN E.
 FD1265
 FD1265                          STATION RECOVERY (1962)
 FD1265
 FD1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1265'THE STATION, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE RECOVERED
 FD1265'AND FOUND IN GOOD
 FD1265'CONDITION.  A DISCREPANCY OF 0.05 FOOT WAS FOUND IN THE
 FD1265'HORIZONTAL MEASUREMENT TO
 FD1265'REFERENCE MARK NO 1 AND THE DIRECTION
 FD1265'BETWEEN THE HOHENWALD, MUNICIPAL WATER TANK
 FD1265'(BLACK) 1934 AND
 FD1265'REFERENCE MARK NO 1 DID NOT AGREE WITH THE 1934 OBSERVATIONS,
 FD1265'ALTHOUGH
 FD1265'REFERENCE MARK NO 1 SHOWS NO SIGN OF HAVING BEEN DISTURBED.
 FD1265'REFERENCE MARK NO 2 WAS
 FD1265'FOUND BADLY TILTED AND THE MARK WAS DUG OUT,
 FD1265'LOWERED, AND REINFORCED IN NEARLY THE
 FD1265'ORIGINAL POSITION, THE DISK WAS
 FD1265'ALTERED AND STAMPED NO 3.  THE AZIMUTH MARK WAS NOT
 FD1265'VISIBLE BECAUSE
 FD1265'OF A FIELD OF CORN BETWEEN IT AND THE STATION.  DUE TO CHANGES IN THE
 FD1265'HIGHWAY AND
 FD1265'PROPERTY OWNERSHIP, THE ORIGINAL DESCRIPTION IS NO LONGER
 FD1265'ADEQUATE.  FOLLOWING IS A NEW
 FD1265'AND COMPLETE DESCRIPTION.
 FD1265'
 FD1265'THE STATION IS ON THE PROPERTY OF MRS EDNA BARHAM, ABOUT 1.25 MILES
 FD1265'EAST OF HOHENWALD AND
 FD1265'0.15 MILE NORTH OF THE INTERSECTION OF STATE ROUTE 20
 FD1265'AND SWISS COLONY ROAD.
 FD1265'
 FD1265'TO REACH FROM THE POST OFFICE IN HOHENWALD, GO EAST ON WEST LINDEN
 FD1265'STREET TO PARK AVENUE
 FD1265'NORTH, HERE TURN RIGHT, SOUTH, FOR 1 BLOCK TO THE TRAFFIC
 FD1265'LIGHT AT THE JUNCTION OF STATE
 FD1265'ROUTES 99, 48 AND 20.  HERE CONTINUE
 FD1265'SOUTH ON STATE ROUTES 48 AND 20 (THIS IS PARK
 FD1265'AVENUE SOUTH), FOR 0.4
 FD1265'MILE TO WHERE STATE ROUTE 20 TURNS LEFT AND STATE ROUTE 48
 FD1265'CONTINUES
 FD1265'STRAIGHT AHEAD, TURN LEFT, EAST, ON STATE ROUTE 20 FOR 1.4 MILES TO
 FD1265'SWISS COLONY ROAD
 FD1265'ON THE RIGHT AND A GRAVELED LANE ON THE LEFT,
 FD1265'(LARGE WHITE HOUSE IN THE NORTHEAST
 FD1265'ANGLE), TURN LEFT, NORTH, ON THE
 FD1265'GRAVELED LANE AND GO 0.15 MILE TO AN OLD FRAME HOUSE
 FD1265'ON THE RIGHT AND
 FD1265'THE STATION AS DESCRIBED.
 FD1265'
 FD1265'THE STATION IS 23 FEET EAST OF A WOVEN WIRE FENCE, 22 FEET SOUTHWEST
 FD1265'OF THE SOUTHWEST CORNER
 FD1265'OF AN OLD FRAME HOUSE, 15 FEET NORTH OF A 10-INCH
 FD1265'CEDAR TREE, 12 FEET SOUTH OF AN
 FD1265'8-INCH CATALPA TREE, 12 FEET EAST OF
 FD1265'THE APPROXIMATE CENTER OF THE LANE, AND 0.8 FOOT
 FD1265'WEST OF A METAL
 FD1265'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1265'10-INCH, ROUND,
 FD1265'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 FD1265'IS STAMPED HURST 1934.
 FD1265'
 FD1265'REFERENCE MARK NO 1 IS ACROSS THE LANE FROM THE STATION ON THE
 FD1265'PROPERTY OF MR JAMES
 FD1265'BROWN.  IT IS 81 FEET SOUTHWEST OF AN 8-INCH CEDAR TREE, 16
 FD1265'FEET WEST OF THE
 FD1265'APPROXIMATE CENTER OF THE LANE AND 5 FEET WEST OF A
 FD1265'WOVEN WIRE FENCE.  IT IS A STANDARD
 FD1265'DISK SET IN THE TOP OF A 10-INCH,
 FD1265'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 FD1265'THE DISK IS
 FD1265'STAMPED HURST NO 1 1934.
 FD1265'
 FD1265'REFERENCE MARK NO 3 IS ACROSS THE LANE FROM THE STATION ON THE
 FD1265'PROPERTY OF MR JAMES
 FD1265'BROWN.  IT IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FD1265'OLD FRAME HOUSE, 24 FEET
 FD1265'WEST OF THE APPROXIMATE CENTER OF THE LANE
 FD1265'AND 10.5 FEET NORTHWEST OF THE WEST GATE
 FD1265'POST OF A GATE IN AN OFFSET
 FD1265'NORTH-SOUTH FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1265'A 10-INCH,
 FD1265'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD1265'DISK IS STAMPED HURST NO 3
 FD1265'1934.
 FD1265'
 FD1265'THE AZIMUTH MARK IS ACROSS THE HIGHWAY TO THE NORTHWEST OF A LARGE,
 FD1265'STEEL TRANSMISSION
 FD1265'LINE TOWER, 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1265'STATE ROUTE 20, 25 FEET WEST OF
 FD1265'A SMALL, TWIN TRUNKED CEDAR TREE, 2.5
 FD1265'FEET SOUTH OF A WOVEN WIRE FENCE ALONG THE SOUTH
 FD1265'EDGE OF A CULTIVATED
 FD1265'FIELD, AND 2.0 FEET SOUTH OF A METAL WITNESS POST AND TVA SIGN.  IT
 FD1265'IS A STANDARD
 FD1265'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1265'CONCRETE MONUMENT THAT PROJECTS 3
 FD1265'INCHES AND THE DISK IS STAMPED HURST
 FD1265'AZIMUTH 1934.
 FD1265'
 FD1265'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 FD1265'LANE FOR 0.15 MILE TO
 FD1265'STATE ROUTE 20, TURN LEFT, EAST, ON STATE ROUTE 20 AND
 FD1265'GO 0.15 MILE TO THE MARK ON THE
 FD1265'LEFT JUST AFTER PASSING A WHITE HOUSE
 FD1265'ON THE RIGHT.
 FD1265
 FD1265                          STATION RECOVERY (1964)
 FD1265
 FD1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD1265'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  BRONZE DISK
 FD1265'HAS BEEN MARRED BUT STILL USABLE.
 FD1265
 FD1265                          STATION RECOVERY (1970)
 FD1265
 FD1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1265'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 FD1265'RECOVERED AS DESCRIBED IN 1962 IN GOOD CONDITION.  A DIFFERENCE OF
 FD1265'0.09 FOOT WAS NOTED AND CHECKED IN THE MEASUREMENT TO REFERENCE
 FD1265'MARK 1.  THE DIRECTION TO REFERENCE MARK 1, THE AZIMUTH MARK AND
 FD1265'THE HOHENWALD MUNICIPAL TANK COMPARE FAVORABLY TO THAT OF THE
 FD1265'1962 OBSERVATIONS.  REFERENCE MARK 3 WAS DESTROYED, A NEW
 FD1265'REFERENCE MARK 4 WAS SET AT THIS TIME.  DUE TO CHANGES IN THE
 FD1265'AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 FD1265'
 FD1265'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE JUNCTION OF STATE
 FD1265'HIGHWAY 20 AND THE NATCHEZ TRACE PARKWAY, 1-1/4 MILES EAST OF
 FD1265'HOHENWALD AND ON THE PROPERTY OF MRS. EDNA BARHAM, RURAL DELIVERY,
 FD1265'HOHENWALD, TENNESSEE.
 FD1265'
 FD1265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99, 48 AND
 FD1265'20 IN HOHENWALD GO SOUTH ON HIGHWAYS 20 AND 48 FOR 0.4 MILE TO THEIR
 FD1265'JUNCTION.  TURN LEFT AND GO EAST ON HIGHWAY 20 FOR 1.35 MILES TO
 FD1265'A SIDE ROAD ON THE RIGHT AND A GRAVELED DRIVEWAY ON THE LEFT.
 FD1265'(CONTINUE EAST ON HIGHWAY 20 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 FD1265'LEFT.) TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO THE
 FD1265'STATION ON THE RIGHT.
 FD1265'
 FD1265'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 FD1265'STAMPED HURST 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 FD1265'WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET
 FD1265'EAST OF A NORTH-SOUTH FENCE, 15.5 FEET NORTH OF A 12-INCH CEDAR
 FD1265'TREE, 12 FEET EAST OF THE CENTER OF THE DRIVEWAY, 12 FEET SOUTH OF A
 FD1265'14-INCH OAK TREE AND 1 FOOT WEST OF A METAL WITNESS POST WITH
 FD1265'SIGN ATTACHED.
 FD1265'
 FD1265'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HURST NO 1 1934, SET IN
 FD1265'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.
 FD1265'IT IS 80 FEET SOUTHWEST OF A 12-INCH CEDAR TREE, 16 FEET WEST OF
 FD1265'THE CENTER OF THE DRIVEWAY AND 5 FEET WEST OF THE NORTH-SOUTH
 FD1265'FENCE.
 FD1265'
 FD1265'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HURST NO 4 1934 1970, SET
 FD1265'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 FD1265'IT IS 18 FEET WEST OF THE CENTER OF THE DRIVEWAY AND 2 FEET SOUTH
 FD1265'OF A CORNER GATE POST.
 FD1265'
 FD1265'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HURST
 FD1265'AZIMUTH 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 FD1265'WHICH PROJECTS 5 INCHES.  IT IS 24.5 FEET NORTH OF THE CENTER OF
 FD1265'HIGHWAY 20, 5.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2
 FD1265'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1265'
 FD1265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES EAST OF
 FD1265'HOHENWALD.
 FD1265'
 FD1265'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 FD1265
 FD1265                          STATION RECOVERY (1970)
 FD1265
 FD1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FD1265'1.8 MI E FROM HOHENWALD.
 FD1265'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1265'NATIONAL BANK AT HOHENWALD, THENCE 0.1 MILE NORTH ALONG THE
 FD1265'DRIVEWAY TO THE MARK ON THE EAST SIDE OF THE DRIVEWAY, 23 FEET
 FD1265'EAST OF A NORTH-SOUTH FENCE, 15.5 FEET NORTH OF A 12 INCH CEDAR
 FD1265'TREE, 12 FEET EAST OF THE CENTER OF THE DRIVEWAY, 12 FEET SOUTH
 FD1265'OF A 14 INCH OAK TREE, 1 FOOT WEST OF A METAL WITNESS POST WITH
 FD1265'SIGN ATTACHED, SET IN TOP OF A ROUND CONCRETE POST THAT PROJECTS
 FD1265'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1266 ***********************************************************************
 FD1266  DESIGNATION -  HURST AZ MK
 FD1266  PID         -  FD1266
 FD1266  STATE/COUNTY-  TN/LEWIS
 FD1266  USGS QUAD   -  HOHENWALD (1991)
 FD1266
 FD1266                         *CURRENT SURVEY CONTROL
 FD1266  ___________________________________________________________________
 FD1266* NAD 83(1986)-  35 32 12.     (N)    087 31 45.     (W)     SCALED    
 FD1266* NAVD 88     -       293.175  (meters)     961.86   (feet)  ADJUSTED  
 FD1266  ___________________________________________________________________
 FD1266  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1266  DYNAMIC HT  -         292.905 (meters)     960.97  (feet)  COMP
 FD1266  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FD1266
 FD1266  VERT ORDER  -  FIRST     CLASS II
 FD1266
 FD1266.The horizontal coordinates were scaled from a topographic map and have
 FD1266.an estimated accuracy of +/- 6 seconds.
 FD1266
 FD1266.The orthometric height was determined by differential leveling
 FD1266.and adjusted by the National Geodetic Survey in June 1991..
 FD1266
 FD1266.The geoid height was determined by GEOID03.
 FD1266
 FD1266.The dynamic height is computed by dividing the NAVD 88
 FD1266.geopotential number by the normal gravity value computed on the
 FD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1266.degrees latitude (g = 980.6199 gals.).
 FD1266
 FD1266.The modeled gravity was interpolated from observed gravity values.
 FD1266
 FD1266;                    North         East    Units  Estimated Accuracy
 FD1266;SPC TN       -   134,590.      461,330.      MT  (+/- 180 meters Scaled)
 FD1266
 FD1266                          SUPERSEDED SURVEY CONTROL
 FD1266
 FD1266  NGVD 29 (??/??/92)  293.152  (m)          961.78   (f) ADJ UNCH    1 2
 FD1266
 FD1266.Superseded values are not recommended for survey control.
 FD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1266.See file dsdata.txt to determine how the superseded data were derived.
 FD1266
 FD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE520326(NAD 83)
 FD1266_MARKER: DB = BENCH MARK DISK
 FD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1266_STAMPING: HURST 1934 AZIMUTH
 FD1266_MARK LOGO: CGS   
 FD1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1266+STABILITY: SURFACE MOTION
 FD1266
 FD1266  HISTORY     - Date     Condition        Report By
 FD1266  HISTORY     - 1934     MONUMENTED       CGS
 FD1266  HISTORY     - 1970     GOOD             NGS
 FD1266
 FD1266                          STATION DESCRIPTION
 FD1266
 FD1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FD1266'1.9 MI E FROM HOHENWALD.
 FD1266'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST NATIONAL
 FD1266'BANK AT HOHENWALD, 24.5 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FD1266'5.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF
 FD1266'A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP OF A
 FD1266'ROUND CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1264 ***********************************************************************
 FD1264  DESIGNATION -  HURST RM 1
 FD1264  PID         -  FD1264
 FD1264  STATE/COUNTY-  TN/LEWIS
 FD1264  USGS QUAD   -  HOHENWALD (1991)
 FD1264
 FD1264                         *CURRENT SURVEY CONTROL
 FD1264  ___________________________________________________________________
 FD1264* NAD 83(1986)-  35 32 19.     (N)    087 31 54.     (W)     SCALED    
 FD1264* NAVD 88     -       297.579  (meters)     976.31   (feet)  ADJUSTED  
 FD1264  ___________________________________________________________________
 FD1264  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1264  DYNAMIC HT  -         297.305 (meters)     975.41  (feet)  COMP
 FD1264  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD1264
 FD1264  VERT ORDER  -  FIRST     CLASS II
 FD1264
 FD1264.The horizontal coordinates were scaled from a topographic map and have
 FD1264.an estimated accuracy of +/- 6 seconds.
 FD1264
 FD1264.The orthometric height was determined by differential leveling
 FD1264.and adjusted by the National Geodetic Survey in June 1991..
 FD1264
 FD1264.The geoid height was determined by GEOID03.
 FD1264
 FD1264.The dynamic height is computed by dividing the NAVD 88
 FD1264.geopotential number by the normal gravity value computed on the
 FD1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1264.degrees latitude (g = 980.6199 gals.).
 FD1264
 FD1264.The modeled gravity was interpolated from observed gravity values.
 FD1264
 FD1264;                    North         East    Units  Estimated Accuracy
 FD1264;SPC TN       -   134,810.      461,110.      MT  (+/- 180 meters Scaled)
 FD1264
 FD1264                          SUPERSEDED SURVEY CONTROL
 FD1264
 FD1264  NGVD 29 (??/??/92)  297.556  (m)          976.23   (f) ADJ UNCH    1 2
 FD1264
 FD1264.Superseded values are not recommended for survey control.
 FD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1264.See file dsdata.txt to determine how the superseded data were derived.
 FD1264
 FD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE518329(NAD 83)
 FD1264_MARKER: DR = REFERENCE MARK DISK
 FD1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1264_STAMPING: HURST NO 1 1934
 FD1264_MARK LOGO: CGS   
 FD1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1264+STABILITY: SURFACE MOTION
 FD1264
 FD1264  HISTORY     - Date     Condition        Report By
 FD1264  HISTORY     - 1934     MONUMENTED       CGS
 FD1264  HISTORY     - 1970     GOOD             NGS
 FD1264
 FD1264                          STATION DESCRIPTION
 FD1264
 FD1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FD1264'1.8 MI E FROM HOHENWALD.
 FD1264'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1264'NATIONAL BANK AT HOHENWALD, THENCE 0.1 MILE NORTH ALONG THE
 FD1264'DRIVEWAY, 80 FEET SOUTHWEST OF A 12-INCH CEDAR TREE, 16 FEET
 FD1264'WEST OF THE CENTER OF THE DRIVEWAY, 5 FEET WEST OF A NORTH-SOUTH
 FD1264'FENCE, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 FD1264'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1450 ***********************************************************************
 FD1450  DESIGNATION -  HUSKEY
 FD1450  PID         -  FD1450
 FD1450  STATE/COUNTY-  TN/MOORE
 FD1450  USGS QUAD   -  LYNCHBURG EAST (1978)
 FD1450
 FD1450                         *CURRENT SURVEY CONTROL
 FD1450  ___________________________________________________________________
 FD1450* NAD 83(1995)-  35 16 29.66967(N)    086 21 23.44672(W)     ADJUSTED  
 FD1450* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 FD1450  ___________________________________________________________________
 FD1450  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 FD1450  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1450
 FD1450  HORZ ORDER  -  SECOND
 FD1450
 FD1450.The horizontal coordinates were established by classical geodetic methods
 FD1450.and adjusted by the National Geodetic Survey in April 1999..
 FD1450
 FD1450.The orthometric height was scaled from a topographic map.
 FD1450
 FD1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1450
 FD1450.The geoid height was determined by GEOID03.
 FD1450
 FD1450;                    North         East     Units Scale Factor Converg.
 FD1450;SPC TN       -   104,527.072   567,564.018   MT  0.99999570   -0 12 31.4
 FD1450;SPC TN       -   342,935.90  1,862,082.95   sFT  0.99999570   -0 12 31.4
 FD1450;UTM  16      - 3,903,719.826   558,522.605   MT  0.99964221   +0 22 17.8
 FD1450
 FD1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1450!SPC TN       -   0.99994935  x   0.99999570  =   0.99994505
 FD1450!UTM  16      -   0.99994935  x   0.99964221  =   0.99959158
 FD1450
 FD1450|---------------------------------------------------------------------|
 FD1450| PID    Reference Object                     Distance      Geod. Az  |
 FD1450|                                                           dddmmss.s |
 FD1450| CG6576 HUSKEY RM 1                          30.267 METERS 04208     |
 FD1450| FD1436 TULLAHOMA CAMPBELL AND DANN TK      APPROX.16.6 KM 0490430.5 |
 FD1450| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX.16.5 KM 0541419.1 |
 FD1450| FD1441 WINCHESTER MUNICIPAL TANK           APPROX.24.2 KM 1140218.6 |
 FD1450| CG6575 HUSKEY AZ MK                                       2925303.0 |
 FD1450| CG6577 HUSKEY RM 2                          40.020 METERS 32900     |
 FD1450|---------------------------------------------------------------------|
 FD1450
 FD1450                          SUPERSEDED SURVEY CONTROL
 FD1450
 FD1450  NAD 83(1995)-  35 16 29.67305(N)    086 21 23.44679(W) AD(       ) 2
 FD1450  NAD 83(1995)-  35 16 29.67957(N)    086 21 23.44574(W) AD(       ) 2
 FD1450  NAD 83(1986)-  35 16 29.68241(N)    086 21 23.44515(W) AD(       ) 2
 FD1450  NAD 27      -  35 16 29.39300(N)    086 21 23.47300(W) AD(       ) 2
 FD1450
 FD1450.Superseded values are not recommended for survey control.
 FD1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1450.See file dsdata.txt to determine how the superseded data were derived.
 FD1450
 FD1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5852303720(NAD 83)
 FD1450_MARKER: DS = TRIANGULATION STATION DISK
 FD1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1450
 FD1450  HISTORY     - Date     Condition        Report By
 FD1450  HISTORY     - 1934     MONUMENTED       CGS
 FD1450
 FD1450                          STATION DESCRIPTION
 FD1450
 FD1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1450'ABOUT 1.1 MILES EAST-SOUTHEAST OF LYNCHBURG, IN CLEARED FIELD ON LAND
 FD1450'OWNED BY C T
 FD1450'HUSKEY.  TO REACH FROM LYNCHBURG COURTHOUSE, FOLLOW DIRT
 FD1450'ROAD LEADING SOUTH ACROSS CREEK
 FD1450'BRIDGE 1.2 MILES TO ABANDONED HOUSE
 FD1450'ON LEFT.  STATION IS 104 FEET NORTH-NORHTWEST OF
 FD1450'ABANDONED HOUSE, 51
 FD1450'FEET SOUTHWEST OF OLD BARN, 20 FEET WEST OF LANE, AND ABOUT 200
 FD1450'FEET NORTH OF
 FD1450'MAIN ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1450'STATION DISKS IN CONCRETE.
 FD1450'REFERENCE AND AZIMUTH
 FD1450'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1450'CONCRETE.  NO 1 IS AT
 FD1450'NORTH EDGE OF LANE, 30 FEET NORTH OF OLD BARN, AND 99.3
 FD1450'FEET FROM
 FD1450'STATION N 42 DEG 07 MIN E. NO 2 IS IN CLEARED FIELD, 2 FEET
 FD1450'SOUTH OF RAIL
 FD1450'FENCE, AND 131.3 FEET FROM STATION N 31 DEG 01 MIN W.
 FD1450'DISTANCE BETWEEN NO 1
 FD1450'AND NO 2 IS 138.0 FEET.  AZIMUTH MARK
 FD1450'IS IN SOUTHEAST CORNER OF COY WHITE S YARD, 20
 FD1450'FEET NORTH OF MAIN
 FD1450'ROAD, 30 FEET WEST OF ROAD LEADING TO HOUSE, AND 0.3 MILE BY ROAD
 FD1450'FROM STATION
 FD1450'N 67 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3563 ***********************************************************************
 GA3563  DESIGNATION -  HUSTON
 GA3563  PID         -  GA3563
 GA3563  STATE/COUNTY-  TN/UNION
 GA3563  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3563
 GA3563                         *CURRENT SURVEY CONTROL
 GA3563  ___________________________________________________________________
 GA3563* NAD 83(1995)-  36 19 14.79429(N)    083 45 06.46100(W)     ADJUSTED  
 GA3563* NAVD 88     -       453.6    (meters)    1488.     (feet)  VERTCON   
 GA3563  ___________________________________________________________________
 GA3563  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GA3563  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA3563
 GA3563  HORZ ORDER  -  SECOND
 GA3563
 GA3563.The horizontal coordinates were established by classical geodetic methods
 GA3563.and adjusted by the National Geodetic Survey in April 1999..
 GA3563
 GA3563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3563
 GA3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3563
 GA3563.The geoid height was determined by GEOID03.
 GA3563
 GA3563;                    North         East     Units Scale Factor Converg.
 GA3563;SPC TN       -   222,826.855   801,861.481   MT  0.99998440   +1 18 58.3
 GA3563;SPC TN       -   731,057.77  2,630,773.88   sFT  0.99998440   +1 18 58.3
 GA3563;UTM  17      - 4,023,043.438   252,966.988   MT  1.00035196   -1 37 50.6
 GA3563
 GA3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3563!SPC TN       -   0.99993363  x   0.99998440  =   0.99991803
 GA3563!UTM  17      -   0.99993363  x   1.00035196  =   1.00028556
 GA3563
 GA3563|---------------------------------------------------------------------|
 GA3563| PID    Reference Object                     Distance      Geod. Az  |
 GA3563|                                                           dddmmss.s |
 GA3563| DC2234 HUSTON RM 2                           7.808 METERS 01011     |
 GA3563| GA2521 SIDE                                APPROX. 2.5 KM 0191150.5 |
 GA3563| DC2233 HUSTON RM 1                           9.117 METERS 13232     |
 GA3563|---------------------------------------------------------------------|
 GA3563
 GA3563                          SUPERSEDED SURVEY CONTROL
 GA3563
 GA3563  NAD 83(1995)-  36 19 14.79819(N)    083 45 06.46270(W) AD(       ) 2
 GA3563  NAD 83(1995)-  36 19 14.79865(N)    083 45 06.45945(W) AD(       ) 2
 GA3563  NAD 83(1995)-  36 19 14.80250(N)    083 45 06.46250(W) AD(       ) 2
 GA3563  NAD 83(1986)-  36 19 14.80570(N)    083 45 06.46132(W) AD(       ) 2
 GA3563  NAD 27      -  36 19 14.51102(N)    083 45 06.78286(W) AD(       ) 2
 GA3563  NGVD 29 (07/19/86)  453.7    (m)         1489.     (f) VERT ANG       
 GA3563
 GA3563.Superseded values are not recommended for survey control.
 GA3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3563.See file dsdata.txt to determine how the superseded data were derived.
 GA3563
 GA3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5296723043(NAD 83)
 GA3563_MARKER: DD = SURVEY DISK
 GA3563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3563
 GA3563  HISTORY     - Date     Condition        Report By
 GA3563  HISTORY     - 1963     MONUMENTED       TNHD
 GA3563  HISTORY     - 1980     GOOD             NGS
 GA3563
 GA3563                          STATION DESCRIPTION
 GA3563
 GA3563'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3563'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF NEW TAZEWELL, 7
 GA3563'MILES NORTHEAST OF
 GA3563'MAYNARDVILLE AND ON THE PROPERTY OF MR.  HOUSTON.
 GA3563'
 GA3563'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3563'NORTHEAST ON STATE
 GA3563'ROUTE 33 FOR 6.5 MILES TO A SIDE ROAD ON THE LEFT*, TURN LEFT
 GA3563'AND GO 0.1 MILE TO A
 GA3563'FIELD, TURN LEFT AND FOLLOW A TRACK ROAD AROUND
 GA3563'THE FIELD FOR 0.05 MILE TO A GATE, TURN
 GA3563'LEFT THROUGH THE GATE AND GO
 GA3563'0.05 MILE TO THE STATION.
 GA3563'
 GA3563'THE STATION IS 53 FEET WEST OF A WITNESS POST AND SIGN AND ABOUT 200
 GA3563'FEET SOUTHEAST OF THE
 GA3563'TOP OF THE HILL.  THE SURFACE AND UNDERGROUND MARKS
 GA3563'ARE STANDARD TENNESSEE HIGHWAY
 GA3563'DEPARTMENT DISKS AND ARE STAMPED
 GA3563'HUSTON 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA3563'INCHES BELOW THE
 GA3563'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH,
 GA3563'CONCRETE
 GA3563'MONUMENT.
 GA3563'
 GA3563'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A
 GA3563'STANDARD TENNESSEE HIGHWAY
 GA3563'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA3563'CONCRETE MONUMENT AND THE DISK IS
 GA3563'STAMPED HUSTON RM-1 1963.
 GA3563'
 GA3563'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF A HICKORY TREE AND 32 FEET
 GA3563'WEST OF A HICKORY TREE.
 GA3563'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3563'IN A 10-INCH, SQUARE, FLUSH,
 GA3563'CONCRETE MONUMENT AND THE DISK IS
 GA3563'STAMPED HUSTON RM-2 1963.
 GA3563'
 GA3563'THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GA3563'BRIDGE, 2.9 FEET EAST OF A
 GA3563'WITNESS POST AND SIGN AND 2.5 FEET SOUTH OF TELEPHONE
 GA3563'POLE NO.  1-2118.  IT IS A
 GA3563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3563'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA3563'MONUMENT AND THE DISK IS
 GA3563'STAMPED HUSTON AZI 1963.
 GA3563'
 GA3563'TO REACH THE AZIMUTH MARK*, CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO
 GA3563'THE NORTH END OF A BRIDGE
 GA3563'AND THE MARK ON THE RIGHT.
 GA3563'
 GA3563'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3563'
 GA3563'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3563
 GA3563                          STATION RECOVERY (1980)
 GA3563
 GA3563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3563'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND
 GA3563'THE AZIMUTH MARK WERE FOUND UPROOTED.  REFERENCE MARK 1 WAS NOT
 GA3563'FOUND AND IS ASSUMED DESTROYED.  REFERENCE MARKS 3 AND 4 WERE
 GA3563'SET.  WHEN THE TREES ARE BARE AN ATTEMPT WILL BE MADE TO MAKE AN
 GA3563'AZIMUTH TIE.  A NEW DESCRIPTION FOLLOWS.
 GA3563'
 GA3563'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MAYNARDVILLE, ON
 GA3563'THE PROPERTY OF MR. JOHN HUSTON, ABOUT 200 FEET SOUTHEAST OF
 GA3563'HIGHEST POINT OF HILL, 49 FEET SOUTHWEST OF AN 18 INCH SHAG BARK
 GA3563'HICKORY TREE, 43 FEET NORTHWEST OF A 14 INCH SLICK BARK HICKORY
 GA3563'TREE, 5.3 FEET WEST OF A METAL WITNESS POST, 9 FEET EAST OF THE
 GA3563'CENTERLINE OF TRACK ROAD AND AT THE WEST EDGE OF A WOODS THICKET.  THE
 GA3563'MONUMENT IS FLUSH AND THE DISK IS STAMPED--HUSTON 1963---.
 GA3563'
 GA3563'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER
 GA3563'NORRIS LAKE, GO SOUTHWESTERLY ON STATE HIGHWAY 33 FOR 1.35 MILES
 GA3563'TO TOP OF GRADE AND WOODS ROAD RIGHT.  TURN RIGHT ON WOODS ROAD AND
 GA3563'GO NORTHERLY ON TRACK ROAD FOR 0.2 MILE TO STATION ON THE RIGHT
 GA3563'JUST PRIOR TO REACHING THE TOP OF THE HILL.
 GA3563'
 GA3563'REFERENCE MARK 3 IS A STANDARD THD REFERENCE MARK DISK SET IN TOP
 GA3563'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES, 1 FOOT SOUTH OF A
 GA3563'METAL WITNESS POST, 25 FEET EAST OF THE CENTERLINE OF TRACK ROAD, 15
 GA3563'FEET EAST OF WEST EDGE OF THICKET, AND 30 FEET SOUTHWEST OF THE 18
 GA3563'INCH HICKORY TREE.  THE DISK IS STAMPED---HUSTON 1963 NO 3 1980---.
 GA3563'
 GA3563'REFERENCE MARK 4 IS 27 FEET WEST OF THE 14 INCH HICKORY TREE, 5
 GA3563'FEET SOUTHEAST OF A 6 INCH HICKORY TREE, 8 FEET EAST OF THE WEST
 GA3563'EDGE OF THE THICKET AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 GA3563'STATION MARK.  IT IS A STANDARD PRE-CAST ALUMINUM
 GA3563'MONUMENT---STAMPED---HUSTON THD 1963 NO 4 1980---PROJECTING 4
 GA3563'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2523 ***********************************************************************
 GA2523  DESIGNATION -  HUSTON AZ MK
 GA2523  PID         -  GA2523
 GA2523  STATE/COUNTY-  TN/UNION
 GA2523  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2523
 GA2523                         *CURRENT SURVEY CONTROL
 GA2523  ___________________________________________________________________
 GA2523* NAD 83(1995)-  36 20 15.57738(N)    083 44 30.30942(W)     ADJUSTED  
 GA2523* NAVD 88     -       321.336  (meters)    1054.25   (feet)  ADJUSTED  
 GA2523  ___________________________________________________________________
 GA2523  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GA2523  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2523  DYNAMIC HT  -         321.046 (meters)    1053.30  (feet)  COMP
 GA2523  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 GA2523
 GA2523  HORZ ORDER  -  SECOND
 GA2523  VERT ORDER  -  SECOND    CLASS 0
 GA2523
 GA2523.The horizontal coordinates were established by classical geodetic methods
 GA2523.and adjusted by the National Geodetic Survey in April 1999..
 GA2523
 GA2523.The orthometric height was determined by differential leveling
 GA2523.and adjusted by the National Geodetic Survey in June 1991..
 GA2523
 GA2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2523
 GA2523.The geoid height was determined by GEOID03.
 GA2523
 GA2523.The dynamic height is computed by dividing the NAVD 88
 GA2523.geopotential number by the normal gravity value computed on the
 GA2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2523.degrees latitude (g = 980.6199 gals.).
 GA2523
 GA2523.The modeled gravity was interpolated from observed gravity values.
 GA2523
 GA2523;                    North         East     Units Scale Factor Converg.
 GA2523;SPC TN       -   224,720.645   802,719.754   MT  0.99998694   +1 19 19.4
 GA2523;SPC TN       -   737,270.98  2,633,589.73   sFT  0.99998694   +1 19 19.4
 GA2523;UTM  17      - 4,024,891.265   253,921.842   MT  1.00034615   -1 37 31.5
 GA2523
 GA2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2523!SPC TN       -   0.99995439  x   0.99998694  =   0.99994133
 GA2523!UTM  17      -   0.99995439  x   1.00034615  =   1.00030052
 GA2523
 GA2523                          SUPERSEDED SURVEY CONTROL
 GA2523
 GA2523  NAD 83(1995)-  36 20 15.58127(N)    083 44 30.31112(W) AD(       ) 2
 GA2523  NAD 83(1995)-  36 20 15.58159(N)    083 44 30.30752(W) AD(       ) 2
 GA2523  NAD 83(1995)-  36 20 15.58581(N)    083 44 30.31093(W) AD(       ) 2
 GA2523  NAD 83(1986)-  36 20 15.58892(N)    083 44 30.30980(W) AD(       ) 2
 GA2523  NAD 27      -  36 20 15.29497(N)    083 44 30.63143(W) AD(       ) 2
 GA2523  NGVD 29 (??/??/??)  321.47   (m)         1054.7    (f) RESET       3  
 GA2523
 GA2523.Superseded values are not recommended for survey control.
 GA2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2523.See file dsdata.txt to determine how the superseded data were derived.
 GA2523
 GA2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5392224891(NAD 83)
 GA2523_MARKER: DD = SURVEY DISK
 GA2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2523_STAMPING: HUSTON AZI 1963
 GA2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2523+STABILITY: SURFACE MOTION
 GA2523
 GA2523  HISTORY     - Date     Condition        Report By
 GA2523  HISTORY     - 1963     MONUMENTED       TNHD
 GA2523  HISTORY     - 1964     GOOD             TNHD
 GA2523
 GA2523                          STATION DESCRIPTION
 GA2523
 GA2523'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2523'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2523'NORTHEAST ON STATE
 GA2523'ROUTE 33 FOR 6.5 MILES TO A SIDE ROAD ON THE LEFT.
 GA2523'CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO
 GA2523'THE NORTH END OF A BRIDGE
 GA2523'AND THE MARK ON THE RIGHT.
 GA2523'
 GA2523'THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GA2523'BRIDGE, 2.9 FEET EAST OF A
 GA2523'WITNESS POST AND SIGN AND 2.5 FEET SOUTH OF TELEPHONE
 GA2523'POLE NO.  1-2118.  IT IS A
 GA2523'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2523'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2523'MONUMENT AND THE DISK IS
 GA2523'STAMPED HUSTON AZI 1963.
 GA2523
 GA2523                          STATION RECOVERY (1964)
 GA2523
 GA2523'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2523'8 MI NE FROM MAYNARDVILLE.
 GA2523'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2523'33 FOR 8.6 MILES TO THE NORTH END OF A BRIDGE AND THE MARK ON
 GA2523'THE RIGHT.  THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE NORTHEAST
 GA2523'CORNER OF A BRIDGE, 2.9 FEET EAST OF A METAL WITNESS POST WITH
 GA2523'SIGN AND 2.5 FEET SOUTH OF TELEPHONE POLE NO. 1-2118.  THE MARK
 GA2523'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2523'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0193 ***********************************************************************
 GC0193  DESIGNATION -  HUT
 GC0193  PID         -  GC0193
 GC0193  STATE/COUNTY-  TN/SUMNER
 GC0193  USGS QUAD   -  GALLATIN (1983)
 GC0193
 GC0193                         *CURRENT SURVEY CONTROL
 GC0193  ___________________________________________________________________
 GC0193* NAD 83(1995)-  36 23 46.86651(N)    086 23 44.82012(W)     ADJUSTED  
 GC0193* NAVD 88     -       203.881  (meters)     668.90   (feet)  ADJUSTED  
 GC0193  ___________________________________________________________________
 GC0193  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GC0193  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0193  DYNAMIC HT  -         203.715 (meters)     668.36  (feet)  COMP
 GC0193  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC0193
 GC0193  HORZ ORDER  -  SECOND
 GC0193  VERT ORDER  -  SECOND    CLASS 0
 GC0193
 GC0193.The horizontal coordinates were established by classical geodetic methods
 GC0193.and adjusted by the National Geodetic Survey in April 1999..
 GC0193
 GC0193.The orthometric height was determined by differential leveling
 GC0193.and adjusted by the National Geodetic Survey in June 1991..
 GC0193
 GC0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0193
 GC0193.The geoid height was determined by GEOID03.
 GC0193
 GC0193.The dynamic height is computed by dividing the NAVD 88
 GC0193.geopotential number by the normal gravity value computed on the
 GC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0193.degrees latitude (g = 980.6199 gals.).
 GC0193
 GC0193.The modeled gravity was interpolated from observed gravity values.
 GC0193
 GC0193;                    North         East     Units Scale Factor Converg.
 GC0193;SPC TN       -   228,966.200   564,494.354   MT  0.99999646   -0 13 54.1
 GC0193;SPC TN       -   751,199.94  1,852,011.89   sFT  0.99999646   -0 13 54.1
 GC0193;UTM  16      - 4,028,080.646   554,183.109   MT  0.99963617   +0 21 30.7
 GC0193
 GC0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0193!SPC TN       -   0.99997261  x   0.99999646  =   0.99996907
 GC0193!UTM  16      -   0.99997261  x   0.99963617  =   0.99960879
 GC0193
 GC0193|---------------------------------------------------------------------|
 GC0193| PID    Reference Object                     Distance      Geod. Az  |
 GC0193|                                                           dddmmss.s |
 GC0193| GC0194 HUT RM 2                             15.892 METERS 01147     |
 GC0193| GC0195 HUT AZ MK                                          0760545.1 |
 GC0193| GC0192 HUT RM 1                             18.543 METERS 19217     |
 GC0193| GC2183 GALLATIN HOSPITAL WATER TANK        APPROX. 4.0 KM 2513947.9 |
 GC0193| GC2184 GALLATIN MUNICIPAL TANK             APPROX. 4.7 KM 2595834.8 |
 GC0193| GC2186 GALLATIN TN HWY DISPATCH MAST       APPROX. 0.8 KM 2715517.1 |
 GC0193| GC2185 GALLATIN TEMPCO DISPATCH MAST       APPROX. 0.7 KM 2830148.8 |
 GC0193|---------------------------------------------------------------------|
 GC0193
 GC0193                          SUPERSEDED SURVEY CONTROL
 GC0193
 GC0193  NAD 83(1995)-  36 23 46.86762(N)    086 23 44.82144(W) AD(       ) 2
 GC0193  NAD 83(1995)-  36 23 46.87387(N)    086 23 44.82402(W) AD(       ) 2
 GC0193  NAD 83(1986)-  36 23 46.87597(N)    086 23 44.82405(W) AD(       ) 2
 GC0193  NAD 27      -  36 23 46.71200(N)    086 23 44.84930(W) AD(       ) 2
 GC0193  NGVD 29 (??/??/??)  203.98   (m)          669.2    (f) RESET       3  
 GC0193
 GC0193.Superseded values are not recommended for survey control.
 GC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0193.See file dsdata.txt to determine how the superseded data were derived.
 GC0193
 GC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5418328081(NAD 83)
 GC0193_MARKER: DD = SURVEY DISK
 GC0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0193_STAMPING: HUT 1961
 GC0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0193+STABILITY: SURFACE MOTION
 GC0193
 GC0193  HISTORY     - Date     Condition        Report By
 GC0193  HISTORY     - 1961     MONUMENTED       TNHD
 GC0193  HISTORY     - 1961     GOOD             TNHD
 GC0193
 GC0193                          STATION DESCRIPTION
 GC0193
 GC0193'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0193'2.6 MI NE FROM GALLATIN.
 GC0193'FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON STATE ROUTE 6
 GC0193'FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 25, THEN TURN RIGHT,
 GC0193'AND GO EAST ON STATE ROUTE 25 FOR 1.9 MILES TO A GRAVELED ROAD
 GC0193'RIGHT, TURN RIGHT, SOUTH, AND GO 0.05 MILE TO THE STATION ON
 GC0193'THE LEFT.  THE STATION MARK IS 15 FEET EAST OF THE CENTER
 GC0193'OF THE GRAVELED ROAD, 1.6 FEET NORTH OF A WITNESS POST, AND
 GC0193'1 FOOT EAST OF A FENCE.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0193'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0193
 GC0193                          STATION RECOVERY (1961)
 GC0193
 GC0193'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0193'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF GALLATIN.
 GC0193'
 GC0193'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON
 GC0193'STATE ROUTE 6 FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 25.
 GC0193'HERE TURN RIGHT AND GO EAST ON STATE ROUTE 25 FOR 1.9 MILES TO A
 GC0193'GRAVELED ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.05 MILE TO THE
 GC0193'STATION ON THE LEFT AS DESCRIBED.
 GC0193'
 GC0193'THE STATION IS 15 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GC0193'ROAD, 1.6 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 GC0193'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0193'DEPARTMENT DISKS STAMPED HUT 1961.  THE UNDERGROUND MARK IS ABOUT
 GC0193'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC0193'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0193'
 GC0193'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC0193'GRAVELED ROAD AND 2 FEET WEST OF A FENCE.  THE MARK IS A STANDARD
 GC0193'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0193'CONCRETE MONUMENT, AND THE DISK IS STAMPED HUT RM-1 1961.
 GC0193'
 GC0193'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC0193'GRAVELED ROAD AND 2 FEET EAST OF A FENCE.  THE MARK IS A
 GC0193'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0193'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED HUT RM-2 1961.
 GC0193'
 GC0193'THE AZIMUTH MARK IS 58 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC0193'ROUTE 25, 28 FEET WEST OF A TELEPHONE POLE, 4 FEET SOUTH OF A FENCE,
 GC0193'AND 2.6 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC0193'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0193'CONCRETE MONUMENT, AND THE DISK IS STAMPED HUT AZI 1961.
 GC0193'
 GC0193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 GC0193'ROAD FOR 0.05 MILE TO STATE ROUTE 25, TURN RIGHT, EAST, AND GO 0.2
 GC0193'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0193'
 GC0193'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0195 ***********************************************************************
 GC0195  DESIGNATION -  HUT AZ MK
 GC0195  PID         -  GC0195
 GC0195  STATE/COUNTY-  TN/SUMNER
 GC0195  USGS QUAD   -  GALLATIN (1983)
 GC0195
 GC0195                         *CURRENT SURVEY CONTROL
 GC0195  ___________________________________________________________________
 GC0195* NAD 83(1986)-  36 23 50.     (N)    086 23 33.     (W)     SCALED    
 GC0195* NAVD 88     -       187.166  (meters)     614.06   (feet)  ADJUSTED  
 GC0195  ___________________________________________________________________
 GC0195  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0195  DYNAMIC HT  -         187.013 (meters)     613.56  (feet)  COMP
 GC0195  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GC0195
 GC0195  VERT ORDER  -  SECOND    CLASS 0
 GC0195
 GC0195.The horizontal coordinates were scaled from a topographic map and have
 GC0195.an estimated accuracy of +/- 6 seconds.
 GC0195
 GC0195.The orthometric height was determined by differential leveling
 GC0195.and adjusted by the National Geodetic Survey in June 1991..
 GC0195
 GC0195.The geoid height was determined by GEOID03.
 GC0195
 GC0195.The dynamic height is computed by dividing the NAVD 88
 GC0195.geopotential number by the normal gravity value computed on the
 GC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0195.degrees latitude (g = 980.6199 gals.).
 GC0195
 GC0195.The modeled gravity was interpolated from observed gravity values.
 GC0195
 GC0195;                    North         East    Units  Estimated Accuracy
 GC0195;SPC TN       -   229,060.      564,790.      MT  (+/- 180 meters Scaled)
 GC0195
 GC0195                          SUPERSEDED SURVEY CONTROL
 GC0195
 GC0195  NGVD 29 (??/??/??)  187.27   (m)          614.4    (f) RESET       3  
 GC0195
 GC0195.Superseded values are not recommended for survey control.
 GC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0195.See file dsdata.txt to determine how the superseded data were derived.
 GC0195
 GC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF544281(NAD 83)
 GC0195_MARKER: DD = SURVEY DISK
 GC0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0195_STAMPING: HUT AZI 1961
 GC0195_MARK LOGO: TNHD  
 GC0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0195+STABILITY: SURFACE MOTION
 GC0195
 GC0195  HISTORY     - Date     Condition        Report By
 GC0195  HISTORY     - 1961     MONUMENTED       TNHD
 GC0195
 GC0195                          STATION DESCRIPTION
 GC0195
 GC0195'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0195'3.7 MI NE FROM GALLATIN.
 GC0195'FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON STATE ROUTE
 GC0195'6 FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 25, THEN TURN
 GC0195'RIGHT AND GO EAST ON STATE ROUTE 25 FOR 3.1 MILES TO THE MARK
 GC0195'ON THE LEFT.  THE AZIMUTH MARK IS 58 FEET NORTH OF THE CENTER
 GC0195'OF STATE ROUTE 25, 28 FEET WEST OF A TELEPHONE POLE, 4 FEET
 GC0195'SOUTH OF A FENCE, AND 2.6 FEET SOUTH OF A WITNESS POST.  THE DISK
 GC0195'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC0195'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0192 ***********************************************************************
 GC0192  DESIGNATION -  HUT RM 1
 GC0192  PID         -  GC0192
 GC0192  STATE/COUNTY-  TN/SUMNER
 GC0192  USGS QUAD   -  GALLATIN (1983)
 GC0192
 GC0192                         *CURRENT SURVEY CONTROL
 GC0192  ___________________________________________________________________
 GC0192* NAD 83(1986)-  36 23 46.     (N)    086 23 45.     (W)     SCALED    
 GC0192* NAVD 88     -       204.075  (meters)     669.54   (feet)  ADJUSTED  
 GC0192  ___________________________________________________________________
 GC0192  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0192  DYNAMIC HT  -         203.909 (meters)     668.99  (feet)  COMP
 GC0192  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC0192
 GC0192  VERT ORDER  -  SECOND    CLASS 0
 GC0192
 GC0192.The horizontal coordinates were scaled from a topographic map and have
 GC0192.an estimated accuracy of +/- 6 seconds.
 GC0192
 GC0192.The orthometric height was determined by differential leveling
 GC0192.and adjusted by the National Geodetic Survey in June 1991..
 GC0192
 GC0192.The geoid height was determined by GEOID03.
 GC0192
 GC0192.The dynamic height is computed by dividing the NAVD 88
 GC0192.geopotential number by the normal gravity value computed on the
 GC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0192.degrees latitude (g = 980.6199 gals.).
 GC0192
 GC0192.The modeled gravity was interpolated from observed gravity values.
 GC0192
 GC0192;                    North         East    Units  Estimated Accuracy
 GC0192;SPC TN       -   228,940.      564,490.      MT  (+/- 180 meters Scaled)
 GC0192
 GC0192                          SUPERSEDED SURVEY CONTROL
 GC0192
 GC0192  NGVD 29 (??/??/92)  204.145  (m)          669.77   (f) ADJ UNCH    2 0
 GC0192
 GC0192.Superseded values are not recommended for survey control.
 GC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0192.See file dsdata.txt to determine how the superseded data were derived.
 GC0192
 GC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF541280(NAD 83)
 GC0192_MARKER: DD = SURVEY DISK
 GC0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0192_STAMPING: HUT RM-1 1961
 GC0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0192+STABILITY: SURFACE MOTION
 GC0192
 GC0192  HISTORY     - Date     Condition        Report By
 GC0192  HISTORY     - 1961     MONUMENTED       TNHD
 GC0192
 GC0192                          STATION DESCRIPTION
 GC0192
 GC0192'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0192'2.6 MI NE FROM GALLATIN.
 GC0192'THIS MARK IS LOCATED AT THE HUT 1961 STATION SITE, 60.1 FEET
 GC0192'SOUTH OF THE STATION MARK, 10 FEET EAST OF THE CENTER OF
 GC0192'THE GRAVELED ROAD AND 2 FEET WEST OF A FENCE.  THE DISK IS SET
 GC0192'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0192'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0194 ***********************************************************************
 GC0194  DESIGNATION -  HUT RM 2
 GC0194  PID         -  GC0194
 GC0194  STATE/COUNTY-  TN/SUMNER
 GC0194  USGS QUAD   -  GALLATIN (1983)
 GC0194
 GC0194                         *CURRENT SURVEY CONTROL
 GC0194  ___________________________________________________________________
 GC0194* NAD 83(1986)-  36 23 46.     (N)    086 23 45.     (W)     SCALED    
 GC0194* NAVD 88     -       202.620  (meters)     664.76   (feet)  ADJUSTED  
 GC0194  ___________________________________________________________________
 GC0194  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0194  DYNAMIC HT  -         202.455 (meters)     664.22  (feet)  COMP
 GC0194  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC0194
 GC0194  VERT ORDER  -  SECOND    CLASS 0
 GC0194
 GC0194.The horizontal coordinates were scaled from a topographic map and have
 GC0194.an estimated accuracy of +/- 6 seconds.
 GC0194
 GC0194.The orthometric height was determined by differential leveling
 GC0194.and adjusted by the National Geodetic Survey in June 1991..
 GC0194
 GC0194.The geoid height was determined by GEOID03.
 GC0194
 GC0194.The dynamic height is computed by dividing the NAVD 88
 GC0194.geopotential number by the normal gravity value computed on the
 GC0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0194.degrees latitude (g = 980.6199 gals.).
 GC0194
 GC0194.The modeled gravity was interpolated from observed gravity values.
 GC0194
 GC0194;                    North         East    Units  Estimated Accuracy
 GC0194;SPC TN       -   228,940.      564,490.      MT  (+/- 180 meters Scaled)
 GC0194
 GC0194                          SUPERSEDED SURVEY CONTROL
 GC0194
 GC0194  NGVD 29 (??/??/92)  202.689  (m)          664.99   (f) ADJ UNCH    2 0
 GC0194
 GC0194.Superseded values are not recommended for survey control.
 GC0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0194.See file dsdata.txt to determine how the superseded data were derived.
 GC0194
 GC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF541280(NAD 83)
 GC0194_MARKER: DD = SURVEY DISK
 GC0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0194_STAMPING: HUT RM-2 1961
 GC0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0194+STABILITY: SURFACE MOTION
 GC0194
 GC0194  HISTORY     - Date     Condition        Report By
 GC0194  HISTORY     - 1961     MONUMENTED       TNHD
 GC0194
 GC0194                          STATION DESCRIPTION
 GC0194
 GC0194'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0194'2.6 MI NE FROM GALLATIN.
 GC0194'THIS MARK IS LOCATED AT THE HUT 1961 STATION SITE, 52.1 FEET
 GC0194'NORTH OF THE STATION MARK, 16 FEET EAST OF THE CENTER OF THE
 GC0194'GRAVELED ROAD AND 2 FEET EAST OF A FENCE.  THE DISK IS SET IN
 GC0194'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2317 ***********************************************************************
 GC2317  DESIGNATION -  HUTTON
 GC2317  PID         -  GC2317
 GC2317  STATE/COUNTY-  TN/DAVIDSON
 GC2317  USGS QUAD   -  BELLEVUE (1983)
 GC2317
 GC2317                         *CURRENT SURVEY CONTROL
 GC2317  ___________________________________________________________________
 GC2317* NAD 83(1995)-  36 03 09.67546(N)    086 58 58.47416(W)     ADJUSTED  
 GC2317* NAVD 88     -       281.9    (meters)     925.     (feet)  VERTCON   
 GC2317  ___________________________________________________________________
 GC2317  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC2317  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC2317
 GC2317  HORZ ORDER  -  THIRD
 GC2317
 GC2317.The horizontal coordinates were established by classical geodetic methods
 GC2317.and adjusted by the National Geodetic Survey in April 1999..
 GC2317
 GC2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2317
 GC2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2317
 GC2317.The geoid height was determined by GEOID03.
 GC2317
 GC2317;                    North         East     Units Scale Factor Converg.
 GC2317;SPC TN       -   191,206.076   511,441.659   MT  0.99995566   -0 34 31.6
 GC2317;SPC TN       -   627,315.27  1,677,954.84   sFT  0.99995566   -0 34 31.6
 GC2317;UTM  16      - 3,989,792.442   501,539.302   MT  0.99960003   +0 00 36.2
 GC2317
 GC2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2317!SPC TN       -   0.99996031  x   0.99995566  =   0.99991597
 GC2317!UTM  16      -   0.99996031  x   0.99960003  =   0.99956035
 GC2317
 GC2317:                Primary Azimuth Mark                     Grid Az
 GC2317:SPC TN       -  WATKINS ST GAME COMM RAD MAST            013 45 22.2
 GC2317:UTM  16      -  WATKINS ST GAME COMM RAD MAST            013 10 14.4
 GC2317
 GC2317|---------------------------------------------------------------------|
 GC2317| PID    Reference Object                     Distance      Geod. Az  |
 GC2317|                                                           dddmmss.s |
 GC2317| GC2324 WATKINS ST GAME COMM RAD MAST       APPROX. 6.6 KM 0131050.6 |
 GC2317| GC2323 WATKINS LOOKOUT TOWER HR 25         APPROX. 6.7 KM 0131711.9 |
 GC2317| CG6579 HUTTON AZ MK                                       0405717.9 |
 GC2317| GC2314 AIRWAY BEACON 63                    APPROX. 9.4 KM 0772415.8 |
 GC2317| CG6580 HUTTON RM 1                           6.952 METERS 10452     |
 GC2317| CG6581 HUTTON RM 2                           6.504 METERS 33546     |
 GC2317|---------------------------------------------------------------------|
 GC2317
 GC2317                          SUPERSEDED SURVEY CONTROL
 GC2317
 GC2317  NAD 83(1995)-  36 03 09.67745(N)    086 58 58.47626(W) AD(       ) 3
 GC2317  NAD 83(1995)-  36 03 09.67807(N)    086 58 58.47636(W) AD(       ) 3
 GC2317  NAD 83(1986)-  36 03 09.68567(N)    086 58 58.47732(W) AD(       ) 3
 GC2317  NAD 27      -  36 03 09.46500(N)    086 58 58.46700(W) AD(       ) 3
 GC2317  NGVD 29 (07/19/86)  281.9    (m)          925.     (f) VERT ANG       
 GC2317
 GC2317.Superseded values are not recommended for survey control.
 GC2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2317.See file dsdata.txt to determine how the superseded data were derived.
 GC2317
 GC2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0153989792(NAD 83)
 GC2317_MARKER: DS = TRIANGULATION STATION DISK
 GC2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2317
 GC2317  HISTORY     - Date     Condition        Report By
 GC2317  HISTORY     - 1953     MONUMENTED       CGS
 GC2317  HISTORY     - 1959     GOOD             CGS
 GC2317  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GC2317
 GC2317                          STATION DESCRIPTION
 GC2317
 GC2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2317'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF LINTON ON PROPERTY
 GC2317'OWNED BY LEWIS HERNDON.  IT IS 35 FEET NORTHEAST OF THE NORTHEAST OF
 GC2317'THE NORTHEAST CORNER OF A HOUSE, 11 FEET NORTHWEST OF A 24 INCH
 GC2317'WALNUT TREE AND 9 FEET EAST OF A 13 INCH OAK TREE.  THE MARK IS
 GC2317'FLUSH AND THE DISK IS STAMPED HUTTON 1953.
 GC2317'
 GC2317'REFERENCE MARK NO. 1 IS 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2317'HOUSE, 14 FEET NORTH OF A 20 INCH OAK TREE AND 10 FEET EAST OF A 24
 GC2317'INCH WALNUT TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HUTTON
 GC2317'NO 1 1953.
 GC2317'
 GC2317'REFERENCE MARK NO. 2 IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2317'HOUSE AND 21 FEET NORTHEAST OF A 13 INCH OAK TREE.  THE MARK IS FLUSH
 GC2317'AND THE DISK IS STAMPED HUTTON NO 2 1953.
 GC2317'
 GC2317'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF POPLAR CREEK ROAD, 32
 GC2317'FEET WEST OF A TELEPHONE POLE AND 3 FEET SOUTH OF A WHITE WITNESS
 GC2317'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HUTTON
 GC2317'1953.
 GC2317'
 GC2317'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PEGRAM, GO EAST ON
 GC2317'U.S. HIGHWAY 70 FOR 1.8 MILE TO A PAVED ROAD RIGHT (MC CRORY
 GC2317'LANE), TURN RIGHT AND GO SOUTH ON MC CRORY LANE FOR 3.95 MILES TO A
 GC2317'CROSSROAD (POPLAR CREEK ROAD).  CONTINUE SOUTH ON MC CRORY LANE FOR
 GC2317'0.1 MILE TO A DRIVEWAY LEFT, TURN LEFT ON DRIVEWAY FOR 0.15 MILE TO A
 GC2317'HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC2317'
 GC2317'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MCCRORY LANE AND
 GC2317'POPLAR CREEK ROAD, GO EAST ON POPLAR CREEK ROAD FOR 0.35 MILE TO
 GC2317'THE MARK ON THE LEFT AS DESCRIBED.
 GC2317'
 GC2317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2317
 GC2317                          STATION RECOVERY (1959)
 GC2317
 GC2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2317'THE STATION AND ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2317'CONDITION.  A DESCREPANCY WAS FOUND IN THE DIRECTION OF
 GC2317'REFERENCE MARK NO. 2.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2317'
 GC2317'THE STATION IS LOCATION ABOUT 4-1/2 MILES SOUTHEAST OF PEGRAM, ABOUT
 GC2317'3-1/2 MILES NORTHEAST OF LINTON AND ON PROPERTY OWNED BY LEWIS
 GC2317'HERNDON.
 GC2317'
 GC2317'TO REACH THE STATION FROM THE PEGRAM POST OFFICE, GO EAST OF U.S.
 GC2317'HIGHWAY 70 FOR 1.8 MILES TO A HARD SURFACE ROAD RIGHT, (MC CORY LANE)
 GC2317'TURN RIGHT AND GO SOUTHERLY ON MCCORY LANE FOR 3.95 MILES TO A
 GC2317'CROSSROAD, (POPLAR CREEK ROAD) CONTINUE SOUTH ON MCCORY LANE FOR
 GC2317'0.1 MILE TO A DRIVEWAY LEFT, TURN SHARP LEFT ON DRIVEWAY AND GO 0.15
 GC2317'MILE TO A HOUSE ON THE RIGHT AND THE STATION SITE AS DESCRIBED.
 GC2317'
 GC2317'THE STATION MARK IS A STANDARD STATION DISK STAMPED HUTTON 1953.  THE
 GC2317'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC2317'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTHEAST OF THE
 GC2317'NORTHEAST CORNER OF A FRAME HOUSE, 11 FEET NORTHWEST OF A 24-INCH
 GC2317'WALNUT TREE AND 9 FEET EAST OF A 14-INCH OAK TREE.
 GC2317'
 GC2317'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 GC2317'DISK IS STAMPED HUTTON NO 1 1953.  IT IS 60 FEET NORTHEAST OF THE
 GC2317'NORTHEAST CORNER OF HOUSE, 14 FEET NORTH OF A 20-INCH OAK TREE AND 10
 GC2317'FEET EAST OF A 24-INCH WALNUT TREE.
 GC2317'
 GC2317'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 GC2317'DISK IS STAMPED HUTTON NO 2 1953.  IT IS 70 FEET NORTHEAST OF THE
 GC2317'NORTHEAST CORNER OF HOUSE, 21 FEET NORTHEAST OF A 13-INCH OAK TREE
 GC2317'AND ABOUT 18 INCHES LOWER THAN THE STATION MARK.
 GC2317'
 GC2317'THE AZIMUTH MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 GC2317'AND THE DISK IS STAMPED HUTTON 1953.  IT IS 37 FEET NORTHWEST OF
 GC2317'THE CENTER OF POPLAR CREEK ROAD, 32 FEET WEST OF A TELEPHONE POLE AND
 GC2317'18 FEET NORTH OF A TRACK ROAD.
 GC2317'
 GC2317'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MCCORY LANE AND POPLAR
 GC2317'CREEK ROAD, GO EAST ON POPLAR CREEK ROAD FOR 0.35 MILE TO THE MARK
 GC2317'ON THE LEFT AS DESCRIBED.
 GC2317'
 GC2317'HEIGHT OF LIGHT ABOVE STATION MARK-1.5 METERS.
 GC2317
 GC2317                          STATION RECOVERY (1964)
 GC2317
 GC2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC2317'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959
 GC2317'RECOVERY NOTE AND FOUND IN EXCELLENT CONDITION.  HOWEVER, DUE
 GC2317'TO THE CONSTRUCTION OF A NEW HOME BY MR. LEWIS HERNDON WHO OWNS THE
 GC2317'PROPERTY, THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GC2317'NO. 2 WOULD BE DESTROYED.  A NEW STATION HUTTON 2 1964, REFERENCE
 GC2317'MARK NO. 3, REFERENCE MARK NO. 4 AND A NEW AZIMUTH MARK WERE
 GC2317'ESTABLISHED AT THIS TIME AND AFTER ALL NECESSARY OBSERVATIONS AND
 GC2317'MEASUREMENTS WERE COMPLETED AND CHECKED, ALL OF THE ORIGINAL
 GC2317'STATION AND REFERENCE MARKS WERE DESTROYED AND THE DISK REMOVED FOR
 GC2317'SUBMISSION TO THE WASHINGTON OFFICE.  THE ORIGINAL AZIMUTH MARK
 GC2317'COULD NOT BE MADE INTERVISIBLE WITH THE NEW STATION.
 GC2317'
 GC2317'SEE DESCRIPTION OF STATION HUTTON 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2318 ***********************************************************************
 GC2318  DESIGNATION -  HUTTON 2
 GC2318  PID         -  GC2318
 GC2318  STATE/COUNTY-  TN/DAVIDSON
 GC2318  USGS QUAD   -  BELLEVUE (1983)
 GC2318
 GC2318                         *CURRENT SURVEY CONTROL
 GC2318  ___________________________________________________________________
 GC2318* NAD 83(1995)-  36 03 10.32010(N)    086 58 59.27268(W)     ADJUSTED  
 GC2318* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GC2318  ___________________________________________________________________
 GC2318  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC2318  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC2318
 GC2318  HORZ ORDER  -  SECOND
 GC2318
 GC2318.The horizontal coordinates were established by classical geodetic methods
 GC2318.and adjusted by the National Geodetic Survey in April 1999..
 GC2318
 GC2318.The orthometric height was scaled from a topographic map.
 GC2318
 GC2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2318
 GC2318.The geoid height was determined by GEOID03.
 GC2318
 GC2318;                    North         East     Units Scale Factor Converg.
 GC2318;SPC TN       -   191,226.144   511,421.874   MT  0.99995567   -0 34 32.0
 GC2318;SPC TN       -   627,381.11  1,677,889.93   sFT  0.99995567   -0 34 32.0
 GC2318;UTM  16      - 3,989,812.300   501,519.320   MT  0.99960003   +0 00 35.7
 GC2318
 GC2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2318!SPC TN       -   0.99996013  x   0.99995567  =   0.99991581
 GC2318!UTM  16      -   0.99996013  x   0.99960003  =   0.99956018
 GC2318
 GC2318:                Primary Azimuth Mark                     Grid Az
 GC2318:SPC TN       -  HUTTON 2 AZ MK                           046 03 14.8
 GC2318:UTM  16      -  HUTTON 2 AZ MK                           045 28 07.1
 GC2318
 GC2318|---------------------------------------------------------------------|
 GC2318| PID    Reference Object                     Distance      Geod. Az  |
 GC2318|                                                           dddmmss.s |
 GC2318| CG6582 HUTTON 2 AZ MK                                     0452842.8 |
 GC2318| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.14.4 KM 0471316.5 |
 GC2318| CG6583 HUTTON 2 RM 3                         7.044 METERS 12908     |
 GC2318| GC2317 HUTTON                               28.182 METERS 13450     |
 GC2318| CG6584 HUTTON 2 RM 4                         7.178 METERS 25404     |
 GC2318|---------------------------------------------------------------------|
 GC2318
 GC2318                          SUPERSEDED SURVEY CONTROL
 GC2318
 GC2318  NAD 83(1995)-  36 03 10.32209(N)    086 58 59.27478(W) AD(       ) 2
 GC2318  NAD 83(1995)-  36 03 10.32271(N)    086 58 59.27488(W) AD(       ) 2
 GC2318  NAD 83(1986)-  36 03 10.33024(N)    086 58 59.27574(W) AD(       ) 2
 GC2318  NAD 27      -  36 03 10.11000(N)    086 58 59.26600(W) AD(       ) 2
 GC2318
 GC2318.Superseded values are not recommended for survey control.
 GC2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2318.See file dsdata.txt to determine how the superseded data were derived.
 GC2318
 GC2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0151989812(NAD 83)
 GC2318_MARKER: DS = TRIANGULATION STATION DISK
 GC2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2318
 GC2318  HISTORY     - Date     Condition        Report By
 GC2318  HISTORY     - 1964     MONUMENTED       CGS
 GC2318
 GC2318                          STATION DESCRIPTION
 GC2318
 GC2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC2318'THE STATION IS LOCATED ON THE PROPERTY OF MR. JACK CLARK HERNDON,
 GC2318'ABOUT 4-1/2 MILES SOUTHEAST OF PEGRAM, ABOUT 3-1/2 MILES
 GC2318'NORTHEAST OF LINTON, AND ON A HIGH HILL OVERLOOKING THE HUTTON BEND
 GC2318'OF THE HARPETH RIVER TO THE NORTHEAST.
 GC2318'
 GC2318'TO REACH FROM THE CHARLOTTE PIKE INTERCHANGE ON INTERSTATE ROUTE 40
 GC2318'AT THE WEST EDGE OF NASHVILLE, GO WEST-SOUTHWEST ON INTERSTATE ROUTE
 GC2318'40 FOR 8.5 MILES TO THE MCCRORY LANE EXIT, BEAR RIGHT ONTO THIS EXIT
 GC2318'FOR 0.15 MILE TO MCCRORY LANE.  HERE TURN SHARP LEFT ON MCCRORY
 GC2318'LANE AND GO SOUTH-SOUTHEAST FOR 2.75 MILES TO A 4 WAY STOP SIGN AT
 GC2318'POPLAR CREEK ROAD AND AND LARGE SIGN COMMUNICATIONS CENTER.  CONTINUE
 GC2318'STRAIGHT AHEAD ON MCCRORY LANE FOR 0.15 MILE TO THE HERNDON MAIL BOX
 GC2318'ON THE RIGHT AND A PAVED DRIVE SHARP LEFT, TURN LEFT, EASTERLY ON
 GC2318'THIS DRIVEWAY AND GO 0.15 MILE TO A PARKING AREA BEHIND THE HERNDON
 GC2318'HOMES AND THE STATION TO THE NORTHEAST AS DESCRIBED.
 GC2318'
 GC2318'THE STATION IS IN THE LAWN OF THE JACK CLARK HERNDON HOME, 33.5 FEET
 GC2318'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 14 FEET WEST OF AN
 GC2318'18-INCH SHAGBARK HICKORY TREE AND 7 FEET SOUTH OF A 10-INCH PERSIMMON
 GC2318'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 GC2318'FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED HUTTON 2 1964.
 GC2318'
 GC2318'REFERENCE MARK NO. 3 IS IN THE LAWN OF THE LEWIS HERNDON HOME, 27
 GC2318'FEET WEST OF A 24-INCH OAK TREE, 19 FEET NORTH OF A 12-INCH
 GC2318'PERSIMMON TREE, 9 FEET SOUTH OF AN 18-INCH SHAGBARK HICKORY TREE, AND
 GC2318'ABOUT 1.5 FEET ABOVE THE STATION ELEVATION.  IT IS A
 GC2318'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2318'FLUSH WITH THE LAWN AND THE DISK IS STAMPED HUTTON 2 NO 3 1964.
 GC2318'
 GC2318'REFERENCE MARK NO. 4 IS IN THE LAWN OF THE JACK CLARK HERNDON HOME,
 GC2318'9.5 FEET EAST OF THE SOUTHEAST CORNER OF THE HOME, 8 FEET NORTH OF
 GC2318'THE SOUTHEAST CORNER OF A CONCRETE PORCH, 2 FEET EAST OF THE EAST
 GC2318'WALL OF THE CONCRETE PORCH, AND ABOUT 2.5 FEET ABOVE THE STATION
 GC2318'ELEVATIION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GC2318'ROUND, CONCRETE MONUMENT FLUSH WITH THE LAWN AND THE DISK IS
 GC2318'STAMPED HUTTON 2 NO 4 1964.
 GC2318'
 GC2318'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 GC2318'MARK NO. 4 IS 41.40 FEET.
 GC2318'
 GC2318'THE AZIMUTH MARK IS 13 FEET SOUTHEAST OF A WOVEN WIRE FENCE, 12 FEET
 GC2318'NORTHWEST OF THE APPROXIMATE CENTER OF POPLAR CREEK ROAD AND 12
 GC2318'FEET EAST OF A POWERLINE POLE WITH A WITNESS SIGN ATTACHED.  IT IS A
 GC2318'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2318'THAT PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED HUTTON 2 1964.
 GC2318'
 GC2318'TO REACH THE AZIMUTH MARK FROM THE 4 WAY STOP SIGN AT THE
 GC2318'INTERSECTION OF MCCRORY LANE AND POPLAR CREEK ROAD, GO
 GC2318'EASTERLY ON POPLAR CREEK ROAD FOR 0.45 MILE TO WHERE THE ROAD BEARS
 GC2318'RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 GC2318'
 GC2318'NOTE- THE HORIZONTAL DISTANCE MEASURED BETWEEN THE ORIGINAL STATION
 GC2318'HUTTON 1953 AND THE NEW STATION HUTTON 2 1964 IS 92.46 FEET AND
 GC2318'28.182 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9839 ***********************************************************************
 AI9839  PACS        -  This is a Primary Airport Control Station.
 AI9839  DESIGNATION -  HZD A
 AI9839  PID         -  AI9839
 AI9839  STATE/COUNTY-  TN/CARROLL
 AI9839  USGS QUAD   -  HUNTINGDON (1983)
 AI9839
 AI9839                         *CURRENT SURVEY CONTROL
 AI9839  ___________________________________________________________________
 AI9839* NAD 83(1995)-  36 05 48.80077(N)    088 27 41.98892(W)     ADJUSTED  
 AI9839* NAVD 88     -       150.60   (meters)     494.1    (feet)  GPS OBS   
 AI9839  ___________________________________________________________________
 AI9839  X           -     138,518.232 (meters)                     COMP
 AI9839  Y           -  -5,157,911.415 (meters)                     COMP
 AI9839  Z           -   3,736,955.954 (meters)                     COMP
 AI9839  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI9839  ELLIP HEIGHT-         122.28  (meters)          (02/20/01) GPS OBS
 AI9839  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI9839
 AI9839  HORZ ORDER  -  B
 AI9839  ELLP ORDER  -  SECOND    CLASS I
 AI9839
 AI9839.This mark is at Carroll County Airport (HZD)
 AI9839
 AI9839.The horizontal coordinates were established by GPS observations
 AI9839.and adjusted by the National Geodetic Survey in February 2001..
 AI9839
 AI9839.The orthometric height was determined by GPS observations and a
 AI9839.high-resolution geoid model.
 AI9839
 AI9839.GPS derived orthometric heights for airport stations designated as
 AI9839.PACS or SACS are published to 2 decimal places.  This maintains
 AI9839.centimeter relative accuracy between the PACS and SACS.  It does
 AI9839.not indicate centimeter accuracy relative to other marks which are
 AI9839.part of the NAVD 88 network.
 AI9839
 AI9839.Photographs are available for this station.
 AI9839
 AI9839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9839
 AI9839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9839
 AI9839.The ellipsoidal height was determined by GPS observations
 AI9839.and is referenced to NAD 83.
 AI9839
 AI9839.The geoid height was determined by GEOID03.
 AI9839
 AI9839;                    North         East     Units Scale Factor Converg.
 AI9839;SPC TN       -   198,453.468   378,351.633   MT  0.99995889   -1 26 28.2
 AI9839;SPC TN       -   651,092.75  1,241,308.65   sFT  0.99995889   -1 26 28.2
 AI9839;UTM  16      - 3,995,683.887   368,420.662   MT  0.99981333   -0 51 40.6
 AI9839
 AI9839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9839!SPC TN       -   0.99998081  x   0.99995889  =   0.99993970
 AI9839!UTM  16      -   0.99998081  x   0.99981333  =   0.99979414
 AI9839
 AI9839:                Primary Azimuth Mark                     Grid Az
 AI9839:SPC TN       -  HZD C                                    201 23 11.8
 AI9839:UTM  16      -  HZD C                                    200 48 24.2
 AI9839
 AI9839|---------------------------------------------------------------------|
 AI9839| PID    Reference Object                     Distance      Geod. Az  |
 AI9839|                                                           dddmmss.s |
 AI9839| AI9842 HZD C                               468.646 METERS 1995643.6 |
 AI9839|---------------------------------------------------------------------|
 AI9839
 AI9839                          SUPERSEDED SURVEY CONTROL
 AI9839
 AI9839.No superseded survey control is available for this station.
 AI9839
 AI9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6842195684(NAD 83)
 AI9839_MARKER: I = METAL ROD
 AI9839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9839_STAMPING: HZD A 1996
 AI9839_MARK LOGO: NGS   
 AI9839_PROJECTION: FLUSH
 AI9839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9839+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9839_ROD/PIPE-DEPTH: 8.4  meters
 AI9839_SLEEVE-DEPTH  : 1 meters
 AI9839
 AI9839  HISTORY     - Date     Condition        Report By
 AI9839  HISTORY     - 1996     MONUMENTED       LOWE
 AI9839
 AI9839                          STATION DESCRIPTION
 AI9839
 AI9839'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9839'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF MCKENZIE
 AI9839'AND 8.0 KM (4.95 MI) NORTHWEST OF HUNTINGDON, AT THE CARROLL
 AI9839'COUNTY AIRPORT. CARROLL COUNTY AIRPORT IS AN UNCONTROLLED
 AI9839'AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE AIRPORT
 AI9839'MANAGER, TOMMY SWOR, TELEPHONE NUMBER 901-352-7278, BEFORE
 AI9839'ENTERING THE FIELD.
 AI9839' 
 AI9839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 AI9839'22, ON THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE
 AI9839'HIGHWAY 22 FOR 7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD ON
 AI9839'THE LEFT. TURN LEFT AND GO EASTERLY FOR 0.48 KM (0.30 MI) TO THE
 AI9839'AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO NORTH 0.48 KM
 AI9839'(0.30 MI) TO THE AIRPORT OFFICE AND GATE. PASS THROUGH THE GATE AND
 AI9839'GO EASTERLY ACROSS THE APRON 0.2 KM (0.10 MI) TO THE JUNCTION WITH
 AI9839'THE RUNWAY. TURN LEFT AND GO NORTH ON THE RUNWAY 1.21 KM (0.75 MI)
 AI9839'TO THE END OF THE RUNWAY AND THE STATION IN THE GRASS OFF THE
 AI9839'NORTHWEST CORNER OF THE RUNWAY.
 AI9839' 
 AI9839'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9839'REFUSAL TO A DEPTH OF 8.4 M (27.6 FT) IN A 0.025 M (0.082 FT) GREASE
 AI9839'FILLED FLUTED PLASTIC SLEEVE 0.9 M (3.0 FT) LONG ENCASED IN A 0.16 M
 AI9839'(0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE
 AI9839'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE
 AI9839'STATION IS 34.4 M (112.9 FT) WEST OF THE EXTENDED CENTERLINE OF THE
 AI9839'RUNWAY, 23.1 M (75.8 FT) NORTHWEST FROM THE WESTERNMOST RUNWAY
 AI9839'LIGHT, AND 13.1 M (43.0 FT) NORTH FROM A STROBE LIGHT. THIS STATION IS
 AI9839'DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
 AI9839' 
 AI9839' 
 AI9839'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9842 ***********************************************************************
 AI9842  SACS        -  This is a Secondary Airport Control Station.
 AI9842  DESIGNATION -  HZD C
 AI9842  PID         -  AI9842
 AI9842  STATE/COUNTY-  TN/CARROLL
 AI9842  USGS QUAD   -  HUNTINGDON (1983)
 AI9842
 AI9842                         *CURRENT SURVEY CONTROL
 AI9842  ___________________________________________________________________
 AI9842* NAD 83(1995)-  36 05 34.50802(N)    088 27 48.37950(W)     ADJUSTED  
 AI9842* NAVD 88     -       146.84   (meters)     481.8    (feet)  GPS OBS   
 AI9842  ___________________________________________________________________
 AI9842  X           -     138,365.305 (meters)                     COMP
 AI9842  Y           -  -5,158,172.102 (meters)                     COMP
 AI9842  Z           -   3,736,597.754 (meters)                     COMP
 AI9842  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AI9842  ELLIP HEIGHT-         118.51  (meters)          (02/20/01) GPS OBS
 AI9842  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI9842
 AI9842  HORZ ORDER  -  FIRST
 AI9842  ELLP ORDER  -  SECOND    CLASS I
 AI9842
 AI9842.This mark is at Carroll County Airport (HZD)
 AI9842
 AI9842.The horizontal coordinates were established by GPS observations
 AI9842.and adjusted by the National Geodetic Survey in February 2001..
 AI9842
 AI9842.The orthometric height was determined by GPS observations and a
 AI9842.high-resolution geoid model.
 AI9842
 AI9842.GPS derived orthometric heights for airport stations designated as
 AI9842.PACS or SACS are published to 2 decimal places.  This maintains
 AI9842.centimeter relative accuracy between the PACS and SACS.  It does
 AI9842.not indicate centimeter accuracy relative to other marks which are
 AI9842.part of the NAVD 88 network.
 AI9842
 AI9842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9842
 AI9842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9842
 AI9842.The ellipsoidal height was determined by GPS observations
 AI9842.and is referenced to NAD 83.
 AI9842
 AI9842.The geoid height was determined by GEOID03.
 AI9842
 AI9842;                    North         East     Units Scale Factor Converg.
 AI9842;SPC TN       -   198,017.110   378,180.744   MT  0.99995857   -1 26 31.9
 AI9842;SPC TN       -   649,661.14  1,240,747.99   sFT  0.99995857   -1 26 31.9
 AI9842;UTM  16      - 3,995,245.885   368,254.222   MT  0.99981387   -0 51 44.0
 AI9842
 AI9842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9842!SPC TN       -   0.99998140  x   0.99995857  =   0.99993997
 AI9842!UTM  16      -   0.99998140  x   0.99981387  =   0.99979527
 AI9842
 AI9842:                Primary Azimuth Mark                     Grid Az
 AI9842:SPC TN       -  HZD A                                    021 23 11.7
 AI9842:UTM  16      -  HZD A                                    020 48 23.8
 AI9842
 AI9842|---------------------------------------------------------------------|
 AI9842| PID    Reference Object                     Distance      Geod. Az  |
 AI9842|                                                           dddmmss.s |
 AI9842| AI9839 HZD A                               468.646 METERS 0195639.8 |
 AI9842|---------------------------------------------------------------------|
 AI9842
 AI9842                          SUPERSEDED SURVEY CONTROL
 AI9842
 AI9842.No superseded survey control is available for this station.
 AI9842
 AI9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6825495246(NAD 83)
 AI9842_MARKER: DD = SURVEY DISK
 AI9842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9842_STAMPING: HZD C 1999
 AI9842_MARK LOGO: NGS   
 AI9842_PROJECTION: FLUSH
 AI9842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9842+STABILITY: SURFACE MOTION
 AI9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9842+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9842
 AI9842  HISTORY     - Date     Condition        Report By
 AI9842  HISTORY     - 1999     MONUMENTED       LOWE
 AI9842
 AI9842                          STATION DESCRIPTION
 AI9842
 AI9842'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9842'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF MCKENZIE,
 AI9842'8.0 KM (4.95 MI) NORTHWEST OF HUNTINGDON AT THE CARROLL COUNTY
 AI9842'AIRPORT. CARROLL COUNTY AIRPORT IS AN UNCONTROLLED AIRPORT WITH
 AI9842'NO ESCORT REQUIRED. CHECK WITH THE AIRPORT MANAGER, TOMMY
 AI9842'SWOR, TELEPHONE NUMBER 901-352-7278, BEFORE ENTERING THE FIELD.
 AI9842' 
 AI9842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 AI9842'22, ON THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE
 AI9842'HIGHWAY 22 FOR 7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD TO
 AI9842'THE LEFT. TURN LEFT AND GO EASTERLY 0.48 KM (0.30 MI) TO THE AIRPORT
 AI9842'ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO NORTH 0.48 KM (0.30 MI)
 AI9842'TO THE AIRPORT OFFICE AND GATE. PASS THROUGH THE GATE AND GO
 AI9842'EAST 0.11 KM (0.07 MI), TURN LEFT AND GO NORTH 0.72 (0.45 MI) ALONG
 AI9842'THE
 AI9842'CENTERLINE OF THE TAXIWAY TO THE STATION WHICH IS IN LINE WITH THE
 AI9842'CENTERLINE OF THE TAXIWAY.
 AI9842' 
 AI9842'THE STATION IS THE CENTER OF A NGS BRASS DISK SET IN CONCRETE IN A
 AI9842'1.07 M (3.5 FT) DEEP BELL BOTTOM HOLE THAT IS APPROXIMATELY 0.30 M
 AI9842'(1.0
 AI9842'FT) TO 0.36 M (1.17 FT) IN DIAMETER. THIS STATION IS DESIGNATED A
 AI9842'SECONDARY AIRPORT CONTROL STATION.
 AI9842' 
 AI9842'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1708 ***********************************************************************
 GC1708  DESIGNATION -  I 2
 GC1708  PID         -  GC1708
 GC1708  STATE/COUNTY-  TN/HUMPHREYS
 GC1708  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1708
 GC1708                         *CURRENT SURVEY CONTROL
 GC1708  ___________________________________________________________________
 GC1708* NAD 83(1986)-  36 01 38.     (N)    087 57 17.     (W)     SCALED    
 GC1708* NAVD 88     -       135.787  (meters)     445.49   (feet)  ADJUSTED  
 GC1708  ___________________________________________________________________
 GC1708  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GC1708  DYNAMIC HT  -         135.671 (meters)     445.11  (feet)  COMP
 GC1708  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC1708
 GC1708  VERT ORDER  -  SECOND    CLASS 0
 GC1708
 GC1708.The horizontal coordinates were scaled from a topographic map and have
 GC1708.an estimated accuracy of +/- 6 seconds.
 GC1708
 GC1708.The orthometric height was determined by differential leveling
 GC1708.and adjusted by the National Geodetic Survey in June 1991..
 GC1708
 GC1708.The geoid height was determined by GEOID03.
 GC1708
 GC1708.The dynamic height is computed by dividing the NAVD 88
 GC1708.geopotential number by the normal gravity value computed on the
 GC1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1708.degrees latitude (g = 980.6199 gals.).
 GC1708
 GC1708.The modeled gravity was interpolated from observed gravity values.
 GC1708
 GC1708;                    North         East    Units  Estimated Accuracy
 GC1708;SPC TN       -   189,700.      423,840.      MT  (+/- 180 meters Scaled)
 GC1708
 GC1708                          SUPERSEDED SURVEY CONTROL
 GC1708
 GC1708  NGVD 29 (??/??/92)  135.814  (m)          445.58   (f) ADJ UNCH    2 0
 GC1708
 GC1708.Superseded values are not recommended for survey control.
 GC1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1708.See file dsdata.txt to determine how the superseded data were derived.
 GC1708
 GC1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE139873(NAD 83)
 GC1708_MARKER: DD = SURVEY DISK
 GC1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1708_STAMPING: 1-2 1961
 GC1708_MARK LOGO: TNHD  
 GC1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1708+STABILITY: SURFACE MOTION
 GC1708
 GC1708  HISTORY     - Date     Condition        Report By
 GC1708  HISTORY     - 1961     MONUMENTED       TNHD
 GC1708  HISTORY     - 1972     GOOD             TVA
 GC1708
 GC1708                          STATION DESCRIPTION
 GC1708
 GC1708'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1708'1.4 MI E FROM JOHNSONVILLE.
 GC1708'FROM THE R.R. STATION AT JOHNSONVILLE, GO NORTHEAST ON U.S. 70
 GC1708'FOR 1.4 MILES TO A 4 FOOT CONCRETE BOX CULVERT PASSING UNDER
 GC1708'U.S. 70.  THE MARK IS LOCATED IN THE NORTHEAST CORNER OF THE
 GC1708'NORTH END OF THE CULVERT, 20.6 FEET NORTH OF THE CENTERLINE OF
 GC1708'U.S. 70.  THE MARK IS A STANDARD TENNESSEE BENCH MARK, CEMENTED
 GC1708'IN A DRILLED HOLE, FLUSH WITH THE CONCRETE AND ABOUT 3.5 FEET
 GC1708'LOWER THAN THE PAVEMENT.  NOTE-- MILEAGE FROM RR STATION SHOULD
 GC1708'BE 1.7 MI.
 GC1708
 GC1708                          STATION RECOVERY (1972)
 GC1708
 GC1708'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0486 ***********************************************************************
 FF0486  DESIGNATION -  I 3
 FF0486  PID         -  FF0486
 FF0486  STATE/COUNTY-  TN/SHELBY
 FF0486  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0486
 FF0486                         *CURRENT SURVEY CONTROL
 FF0486  ___________________________________________________________________
 FF0486* NAD 83(1986)-  35 08 36.     (N)    090 03 17.     (W)     SCALED    
 FF0486* NAVD 88     -        82.057  (meters)     269.22   (feet)  ADJUSTED  
 FF0486  ___________________________________________________________________
 FF0486  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0486  DYNAMIC HT  -          81.983 (meters)     268.97  (feet)  COMP
 FF0486  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 FF0486
 FF0486  VERT ORDER  -  FIRST     CLASS II
 FF0486
 FF0486.The horizontal coordinates were scaled from a topographic map and have
 FF0486.an estimated accuracy of +/- 6 seconds.
 FF0486
 FF0486.The orthometric height was determined by differential leveling
 FF0486.and adjusted by the National Geodetic Survey in June 1991..
 FF0486
 FF0486.The geoid height was determined by GEOID03.
 FF0486
 FF0486.The dynamic height is computed by dividing the NAVD 88
 FF0486.geopotential number by the normal gravity value computed on the
 FF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0486.degrees latitude (g = 980.6199 gals.).
 FF0486
 FF0486.The modeled gravity was interpolated from observed gravity values.
 FF0486
 FF0486;                    North         East    Units  Estimated Accuracy
 FF0486;SPC TN       -    97,520.      230,600.      MT  (+/- 180 meters Scaled)
 FF0486
 FF0486                          SUPERSEDED SURVEY CONTROL
 FF0486
 FF0486  NGVD 29 (??/??/??)   82.014  (m)          269.07   (f) ADJUSTED    1 2
 FF0486
 FF0486.Superseded values are not recommended for survey control.
 FF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0486.See file dsdata.txt to determine how the superseded data were derived.
 FF0486
 FF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683929(NAD 83)
 FF0486_MARKER: DB = BENCH MARK DISK
 FF0486_SETTING: 0 = UNSPECIFIED SETTING
 FF0486_STAMPING: I 3 I 3
 FF0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0486
 FF0486  HISTORY     - Date     Condition        Report By
 FF0486  HISTORY     - 1916     MONUMENTED       CGS
 FF0486  HISTORY     - 1956     GOOD             CGS
 FF0486  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0486  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF0486
 FF0486                          STATION DESCRIPTION
 FF0486
 FF0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0486'AT MEMPHIS.
 FF0486'AT MEMPHIS, AT INTERSECTION OF SOUTH FRONT STREET AND UNION
 FF0486'AVENUE, 32 1/2 FEET WEST OF WEST CURB LINE OF SOUTH FRONT STREET
 FF0486'LEADING SOUTH, 3 FEET NORTH OF NORTH CURB LINE OF UNION AVENUE,
 FF0486'18 1/2 FEET SOUTH OF SOUTHWEST CORNER OF FRONT STREET FIRE STATION,
 FF0486'2 FEET NORTHWEST OF A FIRE HYDRANT, IN THE TOP AND 2.3 FEET WEST
 FF0486'OF EAST END OF A STONE RETAINING WALL BETWEEN UNION AVENUE AND A
 FF0486'DRIVE TO FIRE STATION, ABOUT 1 FOOT ABOVE LEVEL OF DRIVE AND ABOUT
 FF0486'LEVEL WITH FRONT STREET.
 FF0486
 FF0486                          STATION RECOVERY (1974)
 FF0486
 FF0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0486'MARK NOT FOUND.
 FF0486
 FF0486                          STATION RECOVERY (1990)
 FF0486
 FF0486'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0369 ***********************************************************************
 GC0369  DESIGNATION -  I 4
 GC0369  PID         -  GC0369
 GC0369  STATE/COUNTY-  TN/DAVIDSON
 GC0369  USGS QUAD   -  SCOTTSBORO (1983)
 GC0369
 GC0369                         *CURRENT SURVEY CONTROL
 GC0369  ___________________________________________________________________
 GC0369* NAD 83(1986)-  36 12 53.     (N)    086 59 13.     (W)     SCALED    
 GC0369* NAVD 88     -       125.118  (meters)     410.49   (feet)  ADJUSTED  
 GC0369  ___________________________________________________________________
 GC0369  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0369  DYNAMIC HT  -         125.011 (meters)     410.14  (feet)  COMP
 GC0369  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0369
 GC0369  VERT ORDER  -  FIRST     CLASS II
 GC0369
 GC0369.The horizontal coordinates were scaled from a topographic map and have
 GC0369.an estimated accuracy of +/- 6 seconds.
 GC0369
 GC0369.The orthometric height was determined by differential leveling
 GC0369.and adjusted by the National Geodetic Survey in June 1991..
 GC0369
 GC0369.The geoid height was determined by GEOID03.
 GC0369
 GC0369.The dynamic height is computed by dividing the NAVD 88
 GC0369.geopotential number by the normal gravity value computed on the
 GC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0369.degrees latitude (g = 980.6199 gals.).
 GC0369
 GC0369.The modeled gravity was interpolated from observed gravity values.
 GC0369
 GC0369;                    North         East    Units  Estimated Accuracy
 GC0369;SPC TN       -   209,190.      511,260.      MT  (+/- 180 meters Scaled)
 GC0369
 GC0369                          SUPERSEDED SURVEY CONTROL
 GC0369
 GC0369  NGVD 29 (??/??/92)  125.160  (m)          410.63   (f) ADJ UNCH    1 2
 GC0369
 GC0369.Superseded values are not recommended for survey control.
 GC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0369.See file dsdata.txt to determine how the superseded data were derived.
 GC0369
 GC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF011077(NAD 83)
 GC0369_MARKER: DB = BENCH MARK DISK
 GC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0369_STAMPING: I 4 1921 ELEV 411.033 FT
 GC0369_MARK LOGO: CGS   
 GC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0369+STABILITY: SURFACE MOTION
 GC0369
 GC0369  HISTORY     - Date     Condition        Report By
 GC0369  HISTORY     - 1921     MONUMENTED       CGS
 GC0369  HISTORY     - 1949     GOOD             NGS
 GC0369  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0369
 GC0369                          STATION DESCRIPTION
 GC0369
 GC0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0369'6.7 MI SE FROM ASHLAND CITY.
 GC0369'6.7 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0369'STATION AT ASHLAND CITY, AT BULL RUN, 259 1/2 FEET EAST-SOUTHEAST
 GC0369'OF CHEATHAM-DAVIDSON COUNTY LINE SIGN POST, 61 FEET WEST-NORTHWEST
 GC0369'OF TELEPHONE POLE NO. 338, 15 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER
 GC0369'LINE OF THE ROAD CROSSING, 11 1/2 FEET SOUTH OF THE SOUTH RAIL, 1
 GC0369'FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 GC0369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 GC0369
 GC0369                          STATION RECOVERY (1984)
 GC0369
 GC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0369'SEARCHED FOR BUT NOT RECOVERED, RAILROAD WORK DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1513 ***********************************************************************
 FE1513  DESIGNATION -  I 66
 FE1513  PID         -  FE1513
 FE1513  STATE/COUNTY-  TN/SHELBY
 FE1513  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1513
 FE1513                         *CURRENT SURVEY CONTROL
 FE1513  ___________________________________________________________________
 FE1513* NAD 83(1986)-  35 03 50.     (N)    089 58 22.     (W)     SCALED    
 FE1513* NAVD 88     -        76.071  (meters)     249.58   (feet)  ADJUSTED  
 FE1513  ___________________________________________________________________
 FE1513  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1513  DYNAMIC HT  -          76.001 (meters)     249.35  (feet)  COMP
 FE1513  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 FE1513
 FE1513  VERT ORDER  -  THIRD
 FE1513
 FE1513.This mark is at Memphis Intl Airport (MEM)
 FE1513
 FE1513.The horizontal coordinates were scaled from a topographic map and have
 FE1513.an estimated accuracy of +/- 6 seconds.
 FE1513
 FE1513.The orthometric height was determined by differential leveling
 FE1513.and adjusted by the National Geodetic Survey in June 1991..
 FE1513
 FE1513.The geoid height was determined by GEOID03.
 FE1513
 FE1513.The dynamic height is computed by dividing the NAVD 88
 FE1513.geopotential number by the normal gravity value computed on the
 FE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1513.degrees latitude (g = 980.6199 gals.).
 FE1513
 FE1513.The modeled gravity was interpolated from observed gravity values.
 FE1513
 FE1513;                    North         East    Units  Estimated Accuracy
 FE1513;SPC TN       -    88,410.      237,700.      MT  (+/- 180 meters Scaled)
 FE1513
 FE1513                          SUPERSEDED SURVEY CONTROL
 FE1513
 FE1513  NGVD 29 (??/??/??)   76.038  (m)          249.47   (f) ADJUSTED    3 0
 FE1513
 FE1513.Superseded values are not recommended for survey control.
 FE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1513.See file dsdata.txt to determine how the superseded data were derived.
 FE1513
 FE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD288841(NAD 83)
 FE1513_MARKER: DB = BENCH MARK DISK
 FE1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1513_SP_SET: CONCRETE APRON
 FE1513_STAMPING: I 66 1973
 FE1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1513
 FE1513  HISTORY     - Date     Condition        Report By
 FE1513  HISTORY     - 1973     MONUMENTED       NGS
 FE1513  HISTORY     - 1979     GOOD             NGS
 FE1513  HISTORY     - 19951212 MARK NOT FOUND   TN1620
 FE1513
 FE1513                          STATION DESCRIPTION
 FE1513
 FE1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1513'6.5 MI SE FROM MEMPHIS.
 FE1513'LOCATED IN THE NORTH EDGE OF THE MEMPHIS INTERNATIONAL AIRPORT,
 FE1513'AT THE TENNESSEE AIR NATIONAL GUARD BASE, 0.25 MILE SOUTHWEST
 FE1513'OF THE ADMINISTRATION BUILDING, IN THE CONCRETE APRON IN FRONT
 FE1513'OF AND WEST OF THE FIRE STATION, 29 FEET SOUTH OF THE CENTER
 FE1513'OF SPANKEL STREET, 78 FEET WEST OF THE NORTHWEST CORNER OF THE
 FE1513'FIRE STATION, 2 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH
 FE1513'WALL OF THE FIRE STATION, 2 FEET WEST OF THE EAST EDGE OF THE
 FE1513'CONCRETE APRON, AND 15 FEET WEST-NORTHWEST OF A MANHOLE FOR A
 FE1513'WATER VALVE.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE
 FE1513'CONCRETE APRON.  TO REACH FROM THE ENTRANCE TO THE TENNESSEE
 FE1513'AIR NATIONAL GUARD ON DEMOCRACT STREET, GO SOUTH FOR 0.3 MILE
 FE1513'TO SPANKEL STREET, TURN RIGHT AND GO WEST FOR 0.3 MILE TO THE
 FE1513'TAXIE APRON AND THE MARK ON THE LEFT.
 FE1513
 FE1513                          STATION RECOVERY (1979)
 FE1513
 FE1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FE1513'RECOVERED IN GOOD CONDITION.
 FE1513
 FE1513                          STATION RECOVERY (1995)
 FE1513
 FE1513'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1273 ***********************************************************************
 GC1273  DESIGNATION -  I24 1
 GC1273  PID         -  GC1273
 GC1273  STATE/COUNTY-  TN/MONTGOMERY
 GC1273  USGS QUAD   -  CLARKSVILLE (1984)
 GC1273
 GC1273                         *CURRENT SURVEY CONTROL
 GC1273  ___________________________________________________________________
 GC1273* NAD 83(1986)-  36 37 03.     (N)    087 17 37.     (W)     SCALED    
 GC1273* NAVD 88     -       154.653  (meters)     507.39   (feet)  ADJUSTED  
 GC1273  ___________________________________________________________________
 GC1273  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1273  DYNAMIC HT  -         154.527 (meters)     506.98  (feet)  COMP
 GC1273  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC1273
 GC1273  VERT ORDER  -  SECOND    CLASS 0
 GC1273
 GC1273.The horizontal coordinates were scaled from a topographic map and have
 GC1273.an estimated accuracy of +/- 6 seconds.
 GC1273
 GC1273.The orthometric height was determined by differential leveling
 GC1273.and adjusted by the National Geodetic Survey in June 1991..
 GC1273
 GC1273.The geoid height was determined by GEOID03.
 GC1273
 GC1273.The dynamic height is computed by dividing the NAVD 88
 GC1273.geopotential number by the normal gravity value computed on the
 GC1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1273.degrees latitude (g = 980.6199 gals.).
 GC1273
 GC1273.The modeled gravity was interpolated from observed gravity values.
 GC1273
 GC1273;                    North         East    Units  Estimated Accuracy
 GC1273;SPC TN       -   254,200.      484,280.      MT  (+/- 180 meters Scaled)
 GC1273
 GC1273                          SUPERSEDED SURVEY CONTROL
 GC1273
 GC1273  NGVD 29 (??/??/92)  154.733  (m)          507.65   (f) ADJ UNCH    2 0
 GC1273
 GC1273.Superseded values are not recommended for survey control.
 GC1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1273.See file dsdata.txt to determine how the superseded data were derived.
 GC1273
 GC1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF737524(NAD 83)
 GC1273_MARKER: DD = SURVEY DISK
 GC1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1273_STAMPING: I 24-1 1965
 GC1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1273+STABILITY: SURFACE MOTION
 GC1273
 GC1273  HISTORY     - Date     Condition        Report By
 GC1273  HISTORY     - 1965     MONUMENTED       TNHD
 GC1273  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1273
 GC1273                          STATION DESCRIPTION
 GC1273
 GC1273'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1273'3 MI N FROM ST BETHLEHEM.
 GC1273'FROM THE INTERSECTION OF STATE ROUTE 48 AND PEACHERS ROAD, ABOUT
 GC1273'4 MILES NORTH OF ST. BETHLEHEM, GO SOUTHERLY FOR 0.3 MILE ON
 GC1273'STATE ROUTE 48 TO A GRAVELED ROAD ON THE LEFT, TURN LEFT, AND
 GC1273'GO EASTERLY FOR 1.3 MILES TO THE HOME OF MRS. C.P. KENNEDY ON THE
 GC1273'RIGHT AND THE MARK ON THE LEFT, 15 FEET NORTH OF THE APPROXIMATE
 GC1273'CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH OF A WIRE FENCE, AND
 GC1273'1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GC1273'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1273'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1273
 GC1273                          STATION RECOVERY (1984)
 GC1273
 GC1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1273'SEARCHED FOR BUT NOT RECOVERED, THE DESCRIPTION NOT COMPLETE ENOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1510 ***********************************************************************
 GC1510  DESIGNATION -  I24 1 G
 GC1510  PID         -  GC1510
 GC1510  STATE/COUNTY-  TN/MONTGOMERY
 GC1510  USGS QUAD   -  HENRIETTA (1983)
 GC1510
 GC1510                         *CURRENT SURVEY CONTROL
 GC1510  ___________________________________________________________________
 GC1510* NAD 83(1986)-  36 28 39.     (N)    087 08 57.     (W)     SCALED    
 GC1510* NAVD 88     -       196.924  (meters)     646.07   (feet)  ADJUSTED  
 GC1510  ___________________________________________________________________
 GC1510  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC1510  DYNAMIC HT  -         196.762 (meters)     645.54  (feet)  COMP
 GC1510  MODELED GRAV-     979,802.4   (mgal)                       NAVD 88
 GC1510
 GC1510  VERT ORDER  -  SECOND    CLASS 0
 GC1510
 GC1510.The horizontal coordinates were scaled from a topographic map and have
 GC1510.an estimated accuracy of +/- 6 seconds.
 GC1510
 GC1510.The orthometric height was determined by differential leveling
 GC1510.and adjusted by the National Geodetic Survey in June 1991..
 GC1510
 GC1510.The geoid height was determined by GEOID03.
 GC1510
 GC1510.The dynamic height is computed by dividing the NAVD 88
 GC1510.geopotential number by the normal gravity value computed on the
 GC1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1510.degrees latitude (g = 980.6199 gals.).
 GC1510
 GC1510.The modeled gravity was interpolated from observed gravity values.
 GC1510
 GC1510;                    North         East    Units  Estimated Accuracy
 GC1510;SPC TN       -   238,500.      497,020.      MT  (+/- 180 meters Scaled)
 GC1510
 GC1510                          SUPERSEDED SURVEY CONTROL
 GC1510
 GC1510  NGVD 29 (??/??/92)  196.988  (m)          646.28   (f) ADJ UNCH    2 0
 GC1510
 GC1510.Superseded values are not recommended for survey control.
 GC1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1510.See file dsdata.txt to determine how the superseded data were derived.
 GC1510
 GC1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF866369(NAD 83)
 GC1510_MARKER: DD = SURVEY DISK
 GC1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1510_STAMPING: I-24 1G 1965
 GC1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1510+STABILITY: SURFACE MOTION
 GC1510
 GC1510  HISTORY     - Date     Condition        Report By
 GC1510  HISTORY     - 1965     MONUMENTED       TNHD
 GC1510
 GC1510                          STATION DESCRIPTION
 GC1510
 GC1510'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1510'4.3 MI E FROM SANGO.
 GC1510'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1510'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 4.3 MILES TO THE
 GC1510'INTERSECTION OF A GRAVELED ROAD ON THE RIGHT AND THE MARK ON THE
 GC1510'LEFT, 56 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC1510'INTERSECTION, 3.5 FEET WEST OF A POWER POLE AND 2.2 FEET
 GC1510'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1510'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1510'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1939 ***********************************************************************
 GC1939  DESIGNATION -  I24 1 J RESET
 GC1939  PID         -  GC1939
 GC1939  STATE/COUNTY-  TN/MONTGOMERY
 GC1939  USGS QUAD   -  HENRIETTA (1983)
 GC1939
 GC1939                         *CURRENT SURVEY CONTROL
 GC1939  ___________________________________________________________________
 GC1939* NAD 83(1986)-  36 27 53.     (N)    087 09 08.     (W)     SCALED    
 GC1939* NAVD 88     -       198.09   (meters)     649.9    (feet)  RESET     
 GC1939  ___________________________________________________________________
 GC1939  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1939
 GC1939  VERT ORDER  -  THIRD
 GC1939
 GC1939.The horizontal coordinates were scaled from a topographic map and have
 GC1939.an estimated accuracy of +/- 6 seconds.
 GC1939
 GC1939.The orthometric height was computed from unverified reset data.
 GC1939.No vertical observational check was made to the station.
 GC1939
 GC1939.The geoid height was determined by GEOID03.
 GC1939
 GC1939;                    North         East    Units  Estimated Accuracy
 GC1939;SPC TN       -   237,090.      496,730.      MT  (+/- 180 meters Scaled)
 GC1939
 GC1939                          SUPERSEDED SURVEY CONTROL
 GC1939
 GC1939  NGVD 29 (10/12/01)  198.18   (m)          650.2    (f) RESET       3  
 GC1939
 GC1939.Superseded values are not recommended for survey control.
 GC1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1939.See file dsdata.txt to determine how the superseded data were derived.
 GC1939
 GC1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF863355(NAD 83)
 GC1939_MARKER: DB = BENCH MARK DISK
 GC1939_SETTING: 0 = UNSPECIFIED SETTING
 GC1939_STAMPING: I 24 IJ RESET 1977
 GC1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1939
 GC1939  HISTORY     - Date     Condition        Report By
 GC1939  HISTORY     - 1977     MONUMENTED       NGS
 GC1939
 GC1939                          STATION DESCRIPTION
 GC1939
 GC1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1939'8.2 MI NW FROM PLEASANT VIEW.
 GC1939'8.2 MILES NORTHWEST ALONG U.S.HIGHWAY 41A FROM ITS JUNCTION WITH
 GC1939'STATE HIGHWAY 49 IN PLESANT VIEW, IN THE SOUTHEAST ANGLE OFA
 GC1939'CROSSROAD, 26 FEET EAST OF THE CENTERLINE OF MT CARMEL ROAD, 99
 GC1939'FEET NORTHEAST OF THE CENTELINE OF HIGHWAY 41A, 70 FEET NORTHWEST OF
 GC1939'A POWER POLE, AND 1 FOOT WEST OF A FENCE, IN TOP OF A PRE-CAST
 GC1939'ALUMINUM MONUMENT WITH MAGNETS.
 GC1939'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1513 ***********************************************************************
 GC1513  DESIGNATION -  I24 1 K
 GC1513  PID         -  GC1513
 GC1513  STATE/COUNTY-  TN/MONTGOMERY
 GC1513  USGS QUAD   -  HENRIETTA (1983)
 GC1513
 GC1513                         *CURRENT SURVEY CONTROL
 GC1513  ___________________________________________________________________
 GC1513* NAD 83(1986)-  36 27 14.     (N)    087 07 41.     (W)     SCALED    
 GC1513* NAVD 88     -       198.206  (meters)     650.28   (feet)  ADJUSTED  
 GC1513  ___________________________________________________________________
 GC1513  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1513  DYNAMIC HT  -         198.042 (meters)     649.74  (feet)  COMP
 GC1513  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GC1513
 GC1513  VERT ORDER  -  SECOND    CLASS 0
 GC1513
 GC1513.The horizontal coordinates were scaled from a topographic map and have
 GC1513.an estimated accuracy of +/- 6 seconds.
 GC1513
 GC1513.The orthometric height was determined by differential leveling
 GC1513.and adjusted by the National Geodetic Survey in June 1991..
 GC1513
 GC1513.The geoid height was determined by GEOID03.
 GC1513
 GC1513.The dynamic height is computed by dividing the NAVD 88
 GC1513.geopotential number by the normal gravity value computed on the
 GC1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1513.degrees latitude (g = 980.6199 gals.).
 GC1513
 GC1513.The modeled gravity was interpolated from observed gravity values.
 GC1513
 GC1513;                    North         East    Units  Estimated Accuracy
 GC1513;SPC TN       -   235,860.      498,880.      MT  (+/- 180 meters Scaled)
 GC1513
 GC1513                          SUPERSEDED SURVEY CONTROL
 GC1513
 GC1513  NGVD 29 (??/??/92)  198.268  (m)          650.48   (f) ADJ UNCH    2 0
 GC1513
 GC1513.Superseded values are not recommended for survey control.
 GC1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1513.See file dsdata.txt to determine how the superseded data were derived.
 GC1513
 GC1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF885343(NAD 83)
 GC1513_MARKER: DD = SURVEY DISK
 GC1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1513_STAMPING: I 24-1K 1965
 GC1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1513+STABILITY: SURFACE MOTION
 GC1513
 GC1513  HISTORY     - Date     Condition        Report By
 GC1513  HISTORY     - 1965     MONUMENTED       TNHD
 GC1513  HISTORY     - 1971     GOOD             NGS
 GC1513  HISTORY     - 20010226 GOOD             TNDT
 GC1513
 GC1513                          STATION DESCRIPTION
 GC1513
 GC1513'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1513'6.2 MI NW FROM PLEASANT VIEW.
 GC1513'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1513'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 6.2 MILES TO
 GC1513'A GRAVELED ROAD ON THE RIGHT AND THE HOME OF W.C. STROUD AND THE
 GC1513'MARK ON THE LEFT, 36 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC1513'U.S. HIGHWAY 41A, 2 FEET EAST OF TELEPHONE POLE NO. 79 AND 2.5
 GC1513'FEET EAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1513'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1513'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1513
 GC1513                          STATION RECOVERY (1971)
 GC1513
 GC1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1513'RECOVERED IN GOOD CONDITION.
 GC1513
 GC1513                          STATION RECOVERY (2001)
 GC1513
 GC1513'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1515 ***********************************************************************
 GC1515  DESIGNATION -  I24 1 L RESET
 GC1515  PID         -  GC1515
 GC1515  STATE/COUNTY-  TN/ROBERTSON
 GC1515  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1515
 GC1515                         *CURRENT SURVEY CONTROL
 GC1515  ___________________________________________________________________
 GC1515* NAD 83(1986)-  36 27 35.     (N)    087 07 10.     (W)     SCALED    
 GC1515* NAVD 88     -       204.66   (meters)     671.5    (feet)  RESET     
 GC1515  ___________________________________________________________________
 GC1515  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1515
 GC1515  VERT ORDER  -  THIRD
 GC1515
 GC1515.The horizontal coordinates were scaled from a topographic map and have
 GC1515.an estimated accuracy of +/- 6 seconds.
 GC1515
 GC1515.The orthometric height was computed from unverified reset data.
 GC1515
 GC1515.The geoid height was determined by GEOID03.
 GC1515
 GC1515;                    North         East    Units  Estimated Accuracy
 GC1515;SPC TN       -   236,500.      499,660.      MT  (+/- 180 meters Scaled)
 GC1515
 GC1515                          SUPERSEDED SURVEY CONTROL
 GC1515
 GC1515.No superseded survey control is available for this station.
 GC1515
 GC1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF892349(NAD 83)
 GC1515_MARKER: DD = SURVEY DISK
 GC1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1515_STAMPING: I24-1L RESET 1971
 GC1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1515+STABILITY: SURFACE MOTION
 GC1515
 GC1515  HISTORY     - Date     Condition        Report By
 GC1515  HISTORY     - 1971     MONUMENTED       NGS
 GC1515
 GC1515                          STATION DESCRIPTION
 GC1515
 GC1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1515'6.4 MI NW FROM PLEASANT VIEW.
 GC1515'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN
 GC1515'PLEASANT VIEW, GO NORTHWESTERLY ALONG U.S. HIGHWAY 41A FOR 6.1
 GC1515'MILES TO COUNTY ROUTE R-7504 (STROUDSVILLE ROAD) ON THE RIGHT.
 GC1515'HERE TURN RIGHT ON COUNTY ROAD R-7504 AND GO NORTHERLY FOR 0.65
 GC1515'OF A MILE TO THE MARK ON THE LEFT ALONG THE RIGHT-OF-WAY FENCE
 GC1515'AS DESCRIBED.  THE MARK IS APPROXIMATELY 0.2 OF A MILE SOUTHWEST
 GC1515'OF THE STROUDSVILLE ROAD GRADE SEPERATION OVERPASS OF INTERSTATE
 GC1515'ROUTE 24, 65 FEET WEST OF THE APPROXIMATE CENTER OF STROUDSVILLE
 GC1515'ROAD, 46 FEET SOUTH OF A JOG IN THE RIGHT-OF-WAY FENCE, 0.8 OF A
 GC1515'FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND 0.5 OF A FOOT
 GC1515'WEST OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD C AND GS BENCH
 GC1515'MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GC1515'THAT PROJECTS 3 INCHES AD THE DISK IS STAMPED I24-1L RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1516 ***********************************************************************
 GC1516  DESIGNATION -  I24 1 M
 GC1516  PID         -  GC1516
 GC1516  STATE/COUNTY-  TN/CHEATHAM
 GC1516  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1516
 GC1516                         *CURRENT SURVEY CONTROL
 GC1516  ___________________________________________________________________
 GC1516* NAD 83(1986)-  36 26 50.     (N)    087 06 45.     (W)     SCALED    
 GC1516* NAVD 88     -       210.222  (meters)     689.70   (feet)  ADJUSTED  
 GC1516  ___________________________________________________________________
 GC1516  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1516  DYNAMIC HT  -         210.048 (meters)     689.13  (feet)  COMP
 GC1516  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC1516
 GC1516  VERT ORDER  -  SECOND    CLASS 0
 GC1516
 GC1516.The horizontal coordinates were scaled from a topographic map and have
 GC1516.an estimated accuracy of +/- 6 seconds.
 GC1516
 GC1516.The orthometric height was determined by differential leveling
 GC1516.and adjusted by the National Geodetic Survey in June 1991..
 GC1516
 GC1516.The geoid height was determined by GEOID03.
 GC1516
 GC1516.The dynamic height is computed by dividing the NAVD 88
 GC1516.geopotential number by the normal gravity value computed on the
 GC1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1516.degrees latitude (g = 980.6199 gals.).
 GC1516
 GC1516.The modeled gravity was interpolated from observed gravity values.
 GC1516
 GC1516;                    North         East    Units  Estimated Accuracy
 GC1516;SPC TN       -   235,110.      500,260.      MT  (+/- 180 meters Scaled)
 GC1516
 GC1516                          SUPERSEDED SURVEY CONTROL
 GC1516
 GC1516  NGVD 29 (??/??/92)  210.284  (m)          689.91   (f) ADJ UNCH    2 0
 GC1516
 GC1516.Superseded values are not recommended for survey control.
 GC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1516.See file dsdata.txt to determine how the superseded data were derived.
 GC1516
 GC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF899335(NAD 83)
 GC1516_MARKER: DD = SURVEY DISK
 GC1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1516_SP_SET: CULVERT
 GC1516_STAMPING: I 24-1M 1965
 GC1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1516
 GC1516  HISTORY     - Date     Condition        Report By
 GC1516  HISTORY     - 1965     MONUMENTED       TNHD
 GC1516  HISTORY     - 1971     GOOD             NGS
 GC1516  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1516
 GC1516                          STATION DESCRIPTION
 GC1516
 GC1516'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1516'5.3 MI NW FROM PLEASANT VIEW.
 GC1516'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1516'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 5.3 MILES
 GC1516'TO THE MARK ON THE LEFT, APPROXIMATELY 150 FEET SOUTHWEST OF A
 GC1516'SMALL GRAY HOUSE, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC1516'U.S. HIGHWAY 41A AND 20 FEET NORTHEAST OF POWER POLE NO. J225T6.
 GC1516'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC1516'FLUSH IN A DRILL HILE IN THE APPROXIMATE CENTER OF THE FACE OF
 GC1516'THE SOUTH END OF A 4-FOOT CONCRETE BOX CULVERT.  (VERTICAL MARK).
 GC1516
 GC1516                          STATION RECOVERY (1971)
 GC1516
 GC1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1516'RECOVERED IN GOOD CONDITION.
 GC1516
 GC1516                          STATION RECOVERY (2001)
 GC1516
 GC1516'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1521 ***********************************************************************
 GC1521  DESIGNATION -  I24 1 N
 GC1521  PID         -  GC1521
 GC1521  STATE/COUNTY-  TN/ROBERTSON
 GC1521  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1521
 GC1521                         *CURRENT SURVEY CONTROL
 GC1521  ___________________________________________________________________
 GC1521* NAD 83(1986)-  36 26 12.     (N)    087 05 17.     (W)     SCALED    
 GC1521* NAVD 88     -       209.250  (meters)     686.51   (feet)  ADJUSTED  
 GC1521  ___________________________________________________________________
 GC1521  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1521  DYNAMIC HT  -         209.076 (meters)     685.94  (feet)  COMP
 GC1521  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC1521
 GC1521  VERT ORDER  -  SECOND    CLASS 0
 GC1521
 GC1521.The horizontal coordinates were scaled from a topographic map and have
 GC1521.an estimated accuracy of +/- 6 seconds.
 GC1521
 GC1521.The orthometric height was determined by differential leveling
 GC1521.and adjusted by the National Geodetic Survey in June 1991..
 GC1521
 GC1521.The geoid height was determined by GEOID03.
 GC1521
 GC1521.The dynamic height is computed by dividing the NAVD 88
 GC1521.geopotential number by the normal gravity value computed on the
 GC1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1521.degrees latitude (g = 980.6199 gals.).
 GC1521
 GC1521.The modeled gravity was interpolated from observed gravity values.
 GC1521
 GC1521;                    North         East    Units  Estimated Accuracy
 GC1521;SPC TN       -   233,910.      502,440.      MT  (+/- 180 meters Scaled)
 GC1521
 GC1521                          SUPERSEDED SURVEY CONTROL
 GC1521
 GC1521  NGVD 29 (??/??/92)  209.311  (m)          686.71   (f) ADJ UNCH    2 0
 GC1521
 GC1521.Superseded values are not recommended for survey control.
 GC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1521.See file dsdata.txt to determine how the superseded data were derived.
 GC1521
 GC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF921323(NAD 83)
 GC1521_MARKER: DD = SURVEY DISK
 GC1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1521_STAMPING: I 24-1N 1965
 GC1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1521+STABILITY: SURFACE MOTION
 GC1521
 GC1521  HISTORY     - Date     Condition        Report By
 GC1521  HISTORY     - 1965     MONUMENTED       TNHD
 GC1521  HISTORY     - 1971     GOOD             NGS
 GC1521  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1521
 GC1521                          STATION DESCRIPTION
 GC1521
 GC1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1521'3.9 MI NW FROM PLEASANT VIEW.
 GC1521'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FROM THE
 GC1521'JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN PLEASANT
 GC1521'VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 3.9 MILES TO THE
 GC1521'MARK ON THE LEFT, ABOUT 190 FEET NORTHWEST OF THE SOUTHWEST END
 GC1521'OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 41A, ABOUT 150 FEET
 GC1521'SOUTHWEST OF A GRAVELED T ROAD LEADING INTO A SUB-DIVISION,
 GC1521'96 FEET NORTHWEST OF A UTILITY POLE, 36 FEET SOUTHWEST OF THE
 GC1521'APPROXIMATE CENTER OF U.S. HIGHWAY 41A, 6 FEET NORTHEAST OF A
 GC1521'12-INCH MAPLE TREE, AND 4.5 FEET NORTHEAST OF A METAL WITNESS
 GC1521'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1521'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1521'MONUMENT AND THE DISK IS STAMPED I24-1N 1965.
 GC1521
 GC1521                          STATION RECOVERY (2001)
 GC1521
 GC1521'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1523 ***********************************************************************
 GC1523  DESIGNATION -  I24 1 P RESET
 GC1523  PID         -  GC1523
 GC1523  STATE/COUNTY-  TN/ROBERTSON
 GC1523  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1523
 GC1523                         *CURRENT SURVEY CONTROL
 GC1523  ___________________________________________________________________
 GC1523* NAD 83(1986)-  36 25 58.     (N)    087 04 28.     (W)     SCALED    
 GC1523* NAVD 88     -       211.91   (meters)     695.2    (feet)  RESET     
 GC1523  ___________________________________________________________________
 GC1523  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1523
 GC1523  VERT ORDER  -  THIRD
 GC1523
 GC1523.The horizontal coordinates were scaled from a topographic map and have
 GC1523.an estimated accuracy of +/- 6 seconds.
 GC1523
 GC1523.The orthometric height was computed from unverified reset data.
 GC1523
 GC1523.The geoid height was determined by GEOID03.
 GC1523
 GC1523;                    North         East    Units  Estimated Accuracy
 GC1523;SPC TN       -   233,470.      503,660.      MT  (+/- 180 meters Scaled)
 GC1523
 GC1523                          SUPERSEDED SURVEY CONTROL
 GC1523
 GC1523.No superseded survey control is available for this station.
 GC1523
 GC1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF933319(NAD 83)
 GC1523_MARKER: DD = SURVEY DISK
 GC1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1523_SP_SET: CULVERT
 GC1523_STAMPING: I64-1P RESET 1972
 GC1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1523
 GC1523  HISTORY     - Date     Condition        Report By
 GC1523  HISTORY     - 1972     MONUMENTED       NGS
 GC1523
 GC1523                          STATION DESCRIPTION
 GC1523
 GC1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC1523'3.5 MI NW FROM PLEASANT VIEW.
 GC1523'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1523'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 3.8 MILES TO
 GC1523'A PAVED ROAD ON THE RIGHT BEFORE REACHING A SHELL SERVICE STATION,
 GC1523'HERE TURN RIGHT ON OLD GAUSE ROAD AND GO EASTERLY FOR 0.4 OF A
 GC1523'MILE TO THE DEAD-END OF THE ROAD AT INTERSTATE ROUTE 24 AND THE
 GC1523'MARK ON THE LEFT AS DESCRIBED.  IT IS ABOUT 750 FEET NORTHWEST
 GC1523'OF THE NEW GAUSE ROAD OVERPASS OF INTERSTATE ROUTE 24, 85 FEET
 GC1523'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER POST IN A JOG OF THE
 GC1523'RIGHT-OF-WAY FENCE, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC1523'A LARGE BARN, 54 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 GC1523'MARKER IN ANOTHER JOG IN THE RIGHT-OF-WAY FENCE, 53 FEET
 GC1523'NORTH-NORTHWEST OF A 24-INCH SHAGBARK HICKORY TREE, 43 FEET NORTH
 GC1523'OF A 24-INCH WHITE OAK TREE, 42 FEET SOUTHWEST OF THE APPROXIMATE
 GC1523'CENTER OF THE SOUTHEAST BOUND LANES OF INTERSTATE ROUTE 24, AND
 GC1523'41.8 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1523'STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A
 GC1523'CONCRETE HEADWALL FOR A 24-INCH CONCRETE CULVERT AND THE DISK
 GC1523'IS STAMPED I24-1P RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1525 ***********************************************************************
 GC1525  DESIGNATION -  I24 1 R
 GC1525  PID         -  GC1525
 GC1525  STATE/COUNTY-  TN/ROBERTSON
 GC1525  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1525
 GC1525                         *CURRENT SURVEY CONTROL
 GC1525  ___________________________________________________________________
 GC1525* NAD 83(1986)-  36 25 18.     (N)    087 03 41.     (W)     SCALED    
 GC1525* NAVD 88     -       220.934  (meters)     724.85   (feet)  ADJUSTED  
 GC1525  ___________________________________________________________________
 GC1525  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1525  DYNAMIC HT  -         220.750 (meters)     724.24  (feet)  COMP
 GC1525  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GC1525
 GC1525  VERT ORDER  -  SECOND    CLASS 0
 GC1525
 GC1525.The horizontal coordinates were scaled from a topographic map and have
 GC1525.an estimated accuracy of +/- 6 seconds.
 GC1525
 GC1525.The orthometric height was determined by differential leveling
 GC1525.and adjusted by the National Geodetic Survey in June 1991..
 GC1525
 GC1525.The geoid height was determined by GEOID03.
 GC1525
 GC1525.The dynamic height is computed by dividing the NAVD 88
 GC1525.geopotential number by the normal gravity value computed on the
 GC1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1525.degrees latitude (g = 980.6199 gals.).
 GC1525
 GC1525.The modeled gravity was interpolated from observed gravity values.
 GC1525
 GC1525;                    North         East    Units  Estimated Accuracy
 GC1525;SPC TN       -   232,220.      504,820.      MT  (+/- 180 meters Scaled)
 GC1525
 GC1525                          SUPERSEDED SURVEY CONTROL
 GC1525
 GC1525  NGVD 29 (??/??/92)  220.994  (m)          725.04   (f) ADJ UNCH    2 0
 GC1525
 GC1525.Superseded values are not recommended for survey control.
 GC1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1525.See file dsdata.txt to determine how the superseded data were derived.
 GC1525
 GC1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF944307(NAD 83)
 GC1525_MARKER: DD = SURVEY DISK
 GC1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1525_STAMPING: I 24-1R 1965
 GC1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1525+STABILITY: SURFACE MOTION
 GC1525
 GC1525  HISTORY     - Date     Condition        Report By
 GC1525  HISTORY     - 1965     MONUMENTED       TNHD
 GC1525  HISTORY     - 1971     GOOD             NGS
 GC1525
 GC1525                          STATION DESCRIPTION
 GC1525
 GC1525'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1525'2.3 MI NW FROM PLEASANT VIEW.
 GC1525'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1525'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 2.3 MILES TO
 GC1525'A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE ON THE
 GC1525'GRAVELED ROAD TO A WOODEN BARN AND THE MARK ON THE RIGHT, 15 FEET
 GC1525'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 27 FEET WEST
 GC1525'OF A FENCE CORNER, 2.5 FEET NORTH NORTHWEST OF A FENCE LINE, AND
 GC1525'1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1525'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1525'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1525
 GC1525                          STATION RECOVERY (1971)
 GC1525
 GC1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0856 ***********************************************************************
 GC0856  DESIGNATION -  I24 1 S
 GC0856  PID         -  GC0856
 GC0856  STATE/COUNTY-  TN/ROBERTSON
 GC0856  USGS QUAD   -  FOREST GROVE (1994)
 GC0856
 GC0856                         *CURRENT SURVEY CONTROL
 GC0856  ___________________________________________________________________
 GC0856* NAD 83(1986)-  36 22 17.     (N)    086 59 01.     (W)     SCALED    
 GC0856* NAVD 88     -       152.979  (meters)     501.90   (feet)  ADJUSTED  
 GC0856  ___________________________________________________________________
 GC0856  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0856  DYNAMIC HT  -         152.848 (meters)     501.47  (feet)  COMP
 GC0856  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GC0856
 GC0856  VERT ORDER  -  SECOND    CLASS 0
 GC0856
 GC0856.The horizontal coordinates were scaled from a topographic map and have
 GC0856.an estimated accuracy of +/- 6 seconds.
 GC0856
 GC0856.The orthometric height was determined by differential leveling
 GC0856.and adjusted by the National Geodetic Survey in June 1991..
 GC0856
 GC0856.The geoid height was determined by GEOID03.
 GC0856
 GC0856.The dynamic height is computed by dividing the NAVD 88
 GC0856.geopotential number by the normal gravity value computed on the
 GC0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0856.degrees latitude (g = 980.6199 gals.).
 GC0856
 GC0856.The modeled gravity was interpolated from observed gravity values.
 GC0856
 GC0856;                    North         East    Units  Estimated Accuracy
 GC0856;SPC TN       -   226,570.      511,730.      MT  (+/- 180 meters Scaled)
 GC0856
 GC0856                          SUPERSEDED SURVEY CONTROL
 GC0856
 GC0856  NGVD 29 (??/??/92)  153.032  (m)          502.07   (f) ADJ UNCH    2 0
 GC0856
 GC0856.Superseded values are not recommended for survey control.
 GC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0856.See file dsdata.txt to determine how the superseded data were derived.
 GC0856
 GC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF014251(NAD 83)
 GC0856_MARKER: DD = SURVEY DISK
 GC0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0856_SP_SET: BRIDGE
 GC0856_STAMPING: I 24-1S 1965
 GC0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0856
 GC0856  HISTORY     - Date     Condition        Report By
 GC0856  HISTORY     - 1965     MONUMENTED       TNHD
 GC0856
 GC0856                          STATION DESCRIPTION
 GC0856
 GC0856'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0856'3.1 MI SE FROM PLEASANT VIEW.
 GC0856'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A
 GC0856'AT PLEASANT VIEW, GO SOUTHEAST FOR 3.1 MILES ON U.S. HIGHWAY 41A
 GC0856'TO A PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND
 GC0856'GO 0.2 MILE TO A BRIDGE OVER A SMALL CREEK AND THE MARK ON THE
 GC0856'LEFT, 8 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 GC0856'40 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GC0856'LEADING EAST AND APPROXIMATELY 1 FOOT BELOW THE SURFACE OF THE
 GC0856'PAVED ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0856'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHEAST WINGWALL OF THE
 GC0856'NORTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0857 ***********************************************************************
 GC0857  DESIGNATION -  I24 1 T
 GC0857  PID         -  GC0857
 GC0857  STATE/COUNTY-  TN/CHEATHAM
 GC0857  USGS QUAD   -  FOREST GROVE (1994)
 GC0857
 GC0857                         *CURRENT SURVEY CONTROL
 GC0857  ___________________________________________________________________
 GC0857* NAD 83(1986)-  36 21 41.     (N)    086 58 05.     (W)     SCALED    
 GC0857* NAVD 88     -       210.500  (meters)     690.62   (feet)  ADJUSTED  
 GC0857  ___________________________________________________________________
 GC0857  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0857  DYNAMIC HT  -         210.320 (meters)     690.02  (feet)  COMP
 GC0857  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0857
 GC0857  VERT ORDER  -  SECOND    CLASS 0
 GC0857
 GC0857.The horizontal coordinates were scaled from a topographic map and have
 GC0857.an estimated accuracy of +/- 6 seconds.
 GC0857
 GC0857.The orthometric height was determined by differential leveling
 GC0857.and adjusted by the National Geodetic Survey in June 1991..
 GC0857
 GC0857.The geoid height was determined by GEOID03.
 GC0857
 GC0857.The dynamic height is computed by dividing the NAVD 88
 GC0857.geopotential number by the normal gravity value computed on the
 GC0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0857.degrees latitude (g = 980.6199 gals.).
 GC0857
 GC0857.The modeled gravity was interpolated from observed gravity values.
 GC0857
 GC0857;                    North         East    Units  Estimated Accuracy
 GC0857;SPC TN       -   225,440.      513,120.      MT  (+/- 180 meters Scaled)
 GC0857
 GC0857                          SUPERSEDED SURVEY CONTROL
 GC0857
 GC0857  NGVD 29 (??/??/92)  210.552  (m)          690.79   (f) ADJ UNCH    2 0
 GC0857
 GC0857.Superseded values are not recommended for survey control.
 GC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0857.See file dsdata.txt to determine how the superseded data were derived.
 GC0857
 GC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF028240(NAD 83)
 GC0857_MARKER: DD = SURVEY DISK
 GC0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0857_SP_SET: CULVERT
 GC0857_STAMPING: I 24-1T 1965
 GC0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0857
 GC0857  HISTORY     - Date     Condition        Report By
 GC0857  HISTORY     - 1965     MONUMENTED       TNHD
 GC0857
 GC0857                          STATION DESCRIPTION
 GC0857
 GC0857'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0857'4 MI SE FROM PLEASANT VIEW.
 GC0857'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC0857'PLEASANT VIEW, GO SOUTHEAST FOR 4.1 MILES ON U.S. HIGHWAY 41A
 GC0857'TO THE MARK ON THE RIGHT, 62 FEET NORTHWEST OF A POWER POLE,
 GC0857'32 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TWO SOUTHEAST
 GC0857'BOUND LANES OF U.S. HIGHWAY 41A.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0857'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE 0.8 FOOT NORTHWEST
 GC0857'OF THE SOUTHEAST END OF A 1-FOOT CONCRETE PIPE CULVERT AND
 GC0857'APPROXIMATELY 6 FEET BELOW THE SURACE LEVEL OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0858 ***********************************************************************
 GC0858  DESIGNATION -  I24 1 U
 GC0858  PID         -  GC0858
 GC0858  STATE/COUNTY-  TN/CHEATHAM
 GC0858  USGS QUAD   -  FOREST GROVE (1994)
 GC0858
 GC0858                         *CURRENT SURVEY CONTROL
 GC0858  ___________________________________________________________________
 GC0858* NAD 83(1986)-  36 21 48.     (N)    086 57 41.     (W)     SCALED    
 GC0858* NAVD 88     -       205.865  (meters)     675.41   (feet)  ADJUSTED  
 GC0858  ___________________________________________________________________
 GC0858  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0858  DYNAMIC HT  -         205.690 (meters)     674.83  (feet)  COMP
 GC0858  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0858
 GC0858  VERT ORDER  -  SECOND    CLASS 0
 GC0858
 GC0858.The horizontal coordinates were scaled from a topographic map and have
 GC0858.an estimated accuracy of +/- 6 seconds.
 GC0858
 GC0858.The orthometric height was determined by differential leveling
 GC0858.and adjusted by the National Geodetic Survey in June 1991..
 GC0858
 GC0858.The geoid height was determined by GEOID03.
 GC0858
 GC0858.The dynamic height is computed by dividing the NAVD 88
 GC0858.geopotential number by the normal gravity value computed on the
 GC0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0858.degrees latitude (g = 980.6199 gals.).
 GC0858
 GC0858.The modeled gravity was interpolated from observed gravity values.
 GC0858
 GC0858;                    North         East    Units  Estimated Accuracy
 GC0858;SPC TN       -   225,650.      513,720.      MT  (+/- 180 meters Scaled)
 GC0858
 GC0858                          SUPERSEDED SURVEY CONTROL
 GC0858
 GC0858  NGVD 29 (??/??/92)  205.915  (m)          675.57   (f) ADJ UNCH    2 0
 GC0858
 GC0858.Superseded values are not recommended for survey control.
 GC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0858.See file dsdata.txt to determine how the superseded data were derived.
 GC0858
 GC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF034242(NAD 83)
 GC0858_MARKER: DD = SURVEY DISK
 GC0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0858_STAMPING: I 24-1U 1965
 GC0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0858+STABILITY: SURFACE MOTION
 GC0858
 GC0858  HISTORY     - Date     Condition        Report By
 GC0858  HISTORY     - 1965     MONUMENTED       TNHD
 GC0858
 GC0858                          STATION DESCRIPTION
 GC0858
 GC0858'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0858'4.6 MI SE FROM PLEASANT VIEW.
 GC0858'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC0858'PLEASANT VIEW, GO SOUTHEAST FOR 4.6 MILES ON U.S. HIGHWAY 41A
 GC0858'TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO 0.4 MILE TO THE
 GC0858'MARK ON THE RIGHT, 56 FEET EAST OF A TELEPHONE POLE, 24 FEET
 GC0858'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6
 GC0858'FEET SOUTHWEST OF A 30-INCH OAK TREE AND 3.0 FEET EAST OF A
 GC0858'METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 GC0858'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0858'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0874 ***********************************************************************
 GC0874  DESIGNATION -  I24 10
 GC0874  PID         -  GC0874
 GC0874  STATE/COUNTY-  TN/DAVIDSON
 GC0874  USGS QUAD   -  FOREST GROVE (1994)
 GC0874
 GC0874                         *CURRENT SURVEY CONTROL
 GC0874  ___________________________________________________________________
 GC0874* NAD 83(1986)-  36 19 34.     (N)    086 53 13.     (W)     SCALED    
 GC0874* NAVD 88     -       251.989  (meters)     826.73   (feet)  ADJUSTED  
 GC0874  ___________________________________________________________________
 GC0874  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0874  DYNAMIC HT  -         251.772 (meters)     826.02  (feet)  COMP
 GC0874  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0874
 GC0874  VERT ORDER  -  SECOND    CLASS 0
 GC0874
 GC0874.The horizontal coordinates were scaled from a topographic map and have
 GC0874.an estimated accuracy of +/- 6 seconds.
 GC0874
 GC0874.The orthometric height was determined by differential leveling
 GC0874.and adjusted by the National Geodetic Survey in June 1991..
 GC0874
 GC0874.The geoid height was determined by GEOID03.
 GC0874
 GC0874.The dynamic height is computed by dividing the NAVD 88
 GC0874.geopotential number by the normal gravity value computed on the
 GC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0874.degrees latitude (g = 980.6199 gals.).
 GC0874
 GC0874.The modeled gravity was interpolated from observed gravity values.
 GC0874
 GC0874;                    North         East    Units  Estimated Accuracy
 GC0874;SPC TN       -   221,460.      520,360.      MT  (+/- 180 meters Scaled)
 GC0874
 GC0874                          SUPERSEDED SURVEY CONTROL
 GC0874
 GC0874  NGVD 29 (??/??/92)  252.034  (m)          826.88   (f) ADJ UNCH    2 0
 GC0874
 GC0874.Superseded values are not recommended for survey control.
 GC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0874.See file dsdata.txt to determine how the superseded data were derived.
 GC0874
 GC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF101201(NAD 83)
 GC0874_MARKER: DD = SURVEY DISK
 GC0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0874_STAMPING: I 24-10 1965
 GC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0874+STABILITY: SURFACE MOTION
 GC0874
 GC0874  HISTORY     - Date     Condition        Report By
 GC0874  HISTORY     - 1965     MONUMENTED       TNHD
 GC0874
 GC0874                          STATION DESCRIPTION
 GC0874
 GC0874'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0874'1 MI NW FROM JOELTON.
 GC0874'AT THE INTERSECTION OF BIDWELL ROAD AND BINKELY ROAD, ABOUT 1
 GC0874'MILE NORTHWEST OF JOELTON, 24 FEET WEST OF THE APPROXIMATE
 GC0874'CENTER OF BIDWELL ROAD, 3 FEET NORTH OF POWER POLE NO. 10
 GC0874'AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0874'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0874'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0873 ***********************************************************************
 GC0873  DESIGNATION -  I24 11
 GC0873  PID         -  GC0873
 GC0873  STATE/COUNTY-  TN/DAVIDSON
 GC0873  USGS QUAD   -  FOREST GROVE (1994)
 GC0873
 GC0873                         *CURRENT SURVEY CONTROL
 GC0873  ___________________________________________________________________
 GC0873* NAD 83(1986)-  36 19 13.     (N)    086 53 51.     (W)     SCALED    
 GC0873* NAVD 88     -       224.244  (meters)     735.71   (feet)  ADJUSTED  
 GC0873  ___________________________________________________________________
 GC0873  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0873  DYNAMIC HT  -         224.051 (meters)     735.07  (feet)  COMP
 GC0873  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC0873
 GC0873  VERT ORDER  -  SECOND    CLASS 0
 GC0873
 GC0873.The horizontal coordinates were scaled from a topographic map and have
 GC0873.an estimated accuracy of +/- 6 seconds.
 GC0873
 GC0873.The orthometric height was determined by differential leveling
 GC0873.and adjusted by the National Geodetic Survey in June 1991..
 GC0873
 GC0873.The geoid height was determined by GEOID03.
 GC0873
 GC0873.The dynamic height is computed by dividing the NAVD 88
 GC0873.geopotential number by the normal gravity value computed on the
 GC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0873.degrees latitude (g = 980.6199 gals.).
 GC0873
 GC0873.The modeled gravity was interpolated from observed gravity values.
 GC0873
 GC0873;                    North         East    Units  Estimated Accuracy
 GC0873;SPC TN       -   220,820.      519,410.      MT  (+/- 180 meters Scaled)
 GC0873
 GC0873                          SUPERSEDED SURVEY CONTROL
 GC0873
 GC0873  NGVD 29 (??/??/92)  224.292  (m)          735.86   (f) ADJ UNCH    2 0
 GC0873
 GC0873.Superseded values are not recommended for survey control.
 GC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0873.See file dsdata.txt to determine how the superseded data were derived.
 GC0873
 GC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF092194(NAD 83)
 GC0873_MARKER: DD = SURVEY DISK
 GC0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0873_SP_SET: CULVERT
 GC0873_STAMPING: I 24-11 1965
 GC0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0873
 GC0873  HISTORY     - Date     Condition        Report By
 GC0873  HISTORY     - 1965     MONUMENTED       TNHD
 GC0873
 GC0873                          STATION DESCRIPTION
 GC0873
 GC0873'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0873'1.8 MI W FROM JOELTON.
 GC0873'FROM THE ST. LAWRENCE CHURCH AND SCHOOL ON U.S. HIGHWAY 41A,
 GC0873'ABOUT 2 MILES SOUTHWEST OF JOELTON, FOLLOW U.S. HIGHWAY 41A
 GC0873'NORTHERLY AND WESTERLY FOR 2.4 MILES TO THE JUNCTION OF OLD
 GC0873'CLARKSVILLE PIKE ON THE RIGHT, CONTINUE WESTERLY FOR 0.5 MILE
 GC0873'TO THE MARK ON THE RIGHT, ABOUT 280 FEET EAST OF A DRIVE LEADING
 GC0873'TO THE O.A. FELTS CABINET SHOP AND 30 FEET NORTH OF THE APPROXIMATE
 GC0873'CENTER OF U.S. HIGHWAY 41A.  THE MARK IS A STANDARD TENNESSEE
 GC0873'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE
 GC0873'TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3-FOOT BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0872 ***********************************************************************
 GC0872  DESIGNATION -  I24 12
 GC0872  PID         -  GC0872
 GC0872  STATE/COUNTY-  TN/DAVIDSON
 GC0872  USGS QUAD   -  FOREST GROVE (1994)
 GC0872
 GC0872                         *CURRENT SURVEY CONTROL
 GC0872  ___________________________________________________________________
 GC0872* NAD 83(1986)-  36 19 48.     (N)    086 54 16.     (W)     SCALED    
 GC0872* NAVD 88     -       216.605  (meters)     710.64   (feet)  ADJUSTED  
 GC0872  ___________________________________________________________________
 GC0872  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0872  DYNAMIC HT  -         216.418 (meters)     710.03  (feet)  COMP
 GC0872  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GC0872
 GC0872  VERT ORDER  -  SECOND    CLASS 0
 GC0872
 GC0872.The horizontal coordinates were scaled from a topographic map and have
 GC0872.an estimated accuracy of +/- 6 seconds.
 GC0872
 GC0872.The orthometric height was determined by differential leveling
 GC0872.and adjusted by the National Geodetic Survey in June 1991..
 GC0872
 GC0872.The geoid height was determined by GEOID03.
 GC0872
 GC0872.The dynamic height is computed by dividing the NAVD 88
 GC0872.geopotential number by the normal gravity value computed on the
 GC0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0872.degrees latitude (g = 980.6199 gals.).
 GC0872
 GC0872.The modeled gravity was interpolated from observed gravity values.
 GC0872
 GC0872;                    North         East    Units  Estimated Accuracy
 GC0872;SPC TN       -   221,910.      518,800.      MT  (+/- 180 meters Scaled)
 GC0872
 GC0872                          SUPERSEDED SURVEY CONTROL
 GC0872
 GC0872  NGVD 29 (??/??/92)  216.653  (m)          710.80   (f) ADJ UNCH    2 0
 GC0872
 GC0872.Superseded values are not recommended for survey control.
 GC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0872.See file dsdata.txt to determine how the superseded data were derived.
 GC0872
 GC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF085205(NAD 83)
 GC0872_MARKER: DD = SURVEY DISK
 GC0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0872_STAMPING: I 24-12 1965
 GC0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0872+STABILITY: SURFACE MOTION
 GC0872
 GC0872  HISTORY     - Date     Condition        Report By
 GC0872  HISTORY     - 1965     MONUMENTED       TNHD
 GC0872
 GC0872                          STATION DESCRIPTION
 GC0872
 GC0872'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0872'2.5 MI NW FROM JOELTON.
 GC0872'FROM THE ST. LAWRENCE CHURCH AND SCHOOL, ON U.S. HIGHWAY 41A,
 GC0872'ABOUT 2 MILES SOUTHWEST OF JOELTON, FOLLOW U.S. HIGHWAY 41A
 GC0872'NORTHWESTERLY AND WESTERLY FOR 3.4 MILES TO DOUGLAS ROAD ON THE
 GC0872'RIGHT, TURN RIGHT ON DOUGLAS ROAD AND GO 0.5 MILE TO THE MARK
 GC0872'ON THE LEFT, (NEAR THE HOME OF HOMER DOUGLAS), 100 FEET SOUTH OF
 GC0872'HOMER DOUGLAS MAILBOX, 51 FEET SOUTHWEST OF THE INTERSECTION
 GC0872'OF A DRIVEWAY LEADING TO A BROWN FRAME HOUSE, 25 FEET NORTHWEST
 GC0872'OF THE APPROXIMATE CENTER OF DOUGLAS ROAD, AND 1.8 FEET EAST
 GC0872'OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 GC0872'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0872'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0868 ***********************************************************************
 GC0868  DESIGNATION -  I24 13
 GC0868  PID         -  GC0868
 GC0868  STATE/COUNTY-  TN/DAVIDSON
 GC0868  USGS QUAD   -  FOREST GROVE (1994)
 GC0868
 GC0868                         *CURRENT SURVEY CONTROL
 GC0868  ___________________________________________________________________
 GC0868* NAD 83(1986)-  36 20 03.     (N)    086 54 51.     (W)     SCALED    
 GC0868* NAVD 88     -       240.063  (meters)     787.61   (feet)  ADJUSTED  
 GC0868  ___________________________________________________________________
 GC0868  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0868  DYNAMIC HT  -         239.857 (meters)     786.93  (feet)  COMP
 GC0868  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC0868
 GC0868  VERT ORDER  -  SECOND    CLASS 0
 GC0868
 GC0868.The horizontal coordinates were scaled from a topographic map and have
 GC0868.an estimated accuracy of +/- 6 seconds.
 GC0868
 GC0868.The orthometric height was determined by differential leveling
 GC0868.and adjusted by the National Geodetic Survey in June 1991..
 GC0868
 GC0868.The geoid height was determined by GEOID03.
 GC0868
 GC0868.The dynamic height is computed by dividing the NAVD 88
 GC0868.geopotential number by the normal gravity value computed on the
 GC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0868.degrees latitude (g = 980.6199 gals.).
 GC0868
 GC0868.The modeled gravity was interpolated from observed gravity values.
 GC0868
 GC0868;                    North         East    Units  Estimated Accuracy
 GC0868;SPC TN       -   222,380.      517,930.      MT  (+/- 180 meters Scaled)
 GC0868
 GC0868                          SUPERSEDED SURVEY CONTROL
 GC0868
 GC0868  NGVD 29 (??/??/92)  240.110  (m)          787.76   (f) ADJ UNCH    2 0
 GC0868
 GC0868.Superseded values are not recommended for survey control.
 GC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0868.See file dsdata.txt to determine how the superseded data were derived.
 GC0868
 GC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF077210(NAD 83)
 GC0868_MARKER: DD = SURVEY DISK
 GC0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0868_STAMPING: I 24-13 1965
 GC0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0868+STABILITY: SURFACE MOTION
 GC0868
 GC0868  HISTORY     - Date     Condition        Report By
 GC0868  HISTORY     - 1965     MONUMENTED       TNHD
 GC0868
 GC0868                          STATION DESCRIPTION
 GC0868
 GC0868'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0868'3 MI NW FROM JOELTON.
 GC0868'FROM THE JUNCTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A NEAR
 GC0868'PLEASANT VIEW, GO SOUTHEAST ON U.S. HIGHWAY 41A FOR 7.5 MILES
 GC0868'TO THE CHEATHAM-DAVIDSON COUNTY LINE, CONTINUE FOR 0.4 MILE ON
 GC0868'U.S. HIGHWAY 41A TO HARPER ROAD ON THE LEFT, TURN LEFT ON HARPER
 GC0868'ROAD AND GO 0.6 MILE TO THE MARK ON THE RIGHT, 18 FEET NORTH OF
 GC0868'THE APPROXIMATE CENTER OF HARPER ROAD AND 2 FEET SOUTH OF UTILITY
 GC0868'POLE NO. 3441-31.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0868'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0867 ***********************************************************************
 GC0867  DESIGNATION -  I24 14
 GC0867  PID         -  GC0867
 GC0867  STATE/COUNTY-  TN/CHEATHAM
 GC0867  USGS QUAD   -  FOREST GROVE (1994)
 GC0867
 GC0867                         *CURRENT SURVEY CONTROL
 GC0867  ___________________________________________________________________
 GC0867* NAD 83(1986)-  36 20 09.     (N)    086 55 30.     (W)     SCALED    
 GC0867* NAVD 88     -       239.412  (meters)     785.47   (feet)  ADJUSTED  
 GC0867  ___________________________________________________________________
 GC0867  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0867  DYNAMIC HT  -         239.207 (meters)     784.80  (feet)  COMP
 GC0867  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GC0867
 GC0867  VERT ORDER  -  SECOND    CLASS 0
 GC0867
 GC0867.The horizontal coordinates were scaled from a topographic map and have
 GC0867.an estimated accuracy of +/- 6 seconds.
 GC0867
 GC0867.The orthometric height was determined by differential leveling
 GC0867.and adjusted by the National Geodetic Survey in June 1991..
 GC0867
 GC0867.The geoid height was determined by GEOID03.
 GC0867
 GC0867.The dynamic height is computed by dividing the NAVD 88
 GC0867.geopotential number by the normal gravity value computed on the
 GC0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0867.degrees latitude (g = 980.6199 gals.).
 GC0867
 GC0867.The modeled gravity was interpolated from observed gravity values.
 GC0867
 GC0867;                    North         East    Units  Estimated Accuracy
 GC0867;SPC TN       -   222,570.      516,960.      MT  (+/- 180 meters Scaled)
 GC0867
 GC0867                          SUPERSEDED SURVEY CONTROL
 GC0867
 GC0867  NGVD 29 (??/??/92)  239.461  (m)          785.63   (f) ADJ UNCH    2 0
 GC0867
 GC0867.Superseded values are not recommended for survey control.
 GC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0867.See file dsdata.txt to determine how the superseded data were derived.
 GC0867
 GC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF067212(NAD 83)
 GC0867_MARKER: DD = SURVEY DISK
 GC0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0867_STAMPING: I 24-14 1965
 GC0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0867+STABILITY: SURFACE MOTION
 GC0867
 GC0867  HISTORY     - Date     Condition        Report By
 GC0867  HISTORY     - 1965     MONUMENTED       TNHD
 GC0867
 GC0867                          STATION DESCRIPTION
 GC0867
 GC0867'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0867'7.1 MI SE FROM PLEASANT VIEW.
 GC0867'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A
 GC0867'AT PLEASANT VIEW, GO SOUTHEAST FOR 7.1 MILES ON U.S. HIGHWAY 41A
 GC0867'TO THE HOME OF G.E. SMITH AND THE MARK ON THE RIGHT, 34 FEET
 GC0867'SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST BOUND LANE
 GC0867'OF U.S. HIGHWAY 41A, 27 FEET SOUTHEAST OF THE APPROXIMATE
 GC0867'CENTER OF A GRAVELED DRIVE LEADING TO THE HOME OF G.E. SMITH
 GC0867'AND 1.6 FEET EAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC0867'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0867'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1287 ***********************************************************************
 GC1287  DESIGNATION -  I24 1A
 GC1287  PID         -  GC1287
 GC1287  STATE/COUNTY-  TN/MONTGOMERY
 GC1287  USGS QUAD   -  SANGO (1984)
 GC1287
 GC1287                         *CURRENT SURVEY CONTROL
 GC1287  ___________________________________________________________________
 GC1287* NAD 83(1986)-  36 32 20.     (N)    087 14 11.     (W)     SCALED    
 GC1287* NAVD 88     -       146.764  (meters)     481.51   (feet)  ADJUSTED  
 GC1287  ___________________________________________________________________
 GC1287  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1287  DYNAMIC HT  -         146.644 (meters)     481.11  (feet)  COMP
 GC1287  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GC1287
 GC1287  VERT ORDER  -  SECOND    CLASS 0
 GC1287
 GC1287.The horizontal coordinates were scaled from a topographic map and have
 GC1287.an estimated accuracy of +/- 6 seconds.
 GC1287
 GC1287.The orthometric height was determined by differential leveling
 GC1287.and adjusted by the National Geodetic Survey in June 1991..
 GC1287
 GC1287.The geoid height was determined by GEOID03.
 GC1287
 GC1287.The dynamic height is computed by dividing the NAVD 88
 GC1287.geopotential number by the normal gravity value computed on the
 GC1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1287.degrees latitude (g = 980.6199 gals.).
 GC1287
 GC1287.The modeled gravity was interpolated from observed gravity values.
 GC1287
 GC1287;                    North         East    Units  Estimated Accuracy
 GC1287;SPC TN       -   245,410.      489,290.      MT  (+/- 180 meters Scaled)
 GC1287
 GC1287                          SUPERSEDED SURVEY CONTROL
 GC1287
 GC1287  NGVD 29 (??/??/92)  146.833  (m)          481.73   (f) ADJ UNCH    2 0
 GC1287
 GC1287.Superseded values are not recommended for survey control.
 GC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1287.See file dsdata.txt to determine how the superseded data were derived.
 GC1287
 GC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF788437(NAD 83)
 GC1287_MARKER: DD = SURVEY DISK
 GC1287_SETTING: 66 = SET IN ROCK OUTCROP
 GC1287_SP_SET: BEDROCK
 GC1287_STAMPING: I 24-1A 1965
 GC1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1287+STABILITY: POSITION/ELEVATION WELL
 GC1287
 GC1287  HISTORY     - Date     Condition        Report By
 GC1287  HISTORY     - 1965     MONUMENTED       TNHD
 GC1287
 GC1287                          STATION DESCRIPTION
 GC1287
 GC1287'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1287'1.5 MI S FROM ROSSVIEW.
 GC1287'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 76 AT
 GC1287'THE MEMORIAL HOSPITAL IN CLARKSVILLE, GO 3.6 MILES EAST ON STATE
 GC1287'ROUTE 76 TO THE PISGAH SCHOOL ON THE LEFT, CONTINUE ON STATE
 GC1287'ROUTE 76 FOR 0.8 MILE TO A GRAVELED ROAD ON THE LEFT, TURN LEFT,
 GC1287'AND GO 1.2 MILES ON THE GRAVELED ROAD TO THE MARK ON THE RIGHT,
 GC1287'APPROXIMATELY 250 FEET SOUTH OF A WHITE FRAME HOUSE AT THE END
 GC1287'OF THE GRAVELED ROAD, 28 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC1287'A SMALL TRACK ROAD LEADING TO A BARN AND 18 FEET SOUTHWEST OF
 GC1287'A FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1287'DISK CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1288 ***********************************************************************
 GC1288  DESIGNATION -  I24 1B
 GC1288  PID         -  GC1288
 GC1288  STATE/COUNTY-  TN/MONTGOMERY
 GC1288  USGS QUAD   -  SANGO (1984)
 GC1288
 GC1288                         *CURRENT SURVEY CONTROL
 GC1288  ___________________________________________________________________
 GC1288* NAD 83(1986)-  36 31 16.     (N)    087 14 09.     (W)     SCALED    
 GC1288* NAVD 88     -       156.751  (meters)     514.27   (feet)  ADJUSTED  
 GC1288  ___________________________________________________________________
 GC1288  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1288  DYNAMIC HT  -         156.623 (meters)     513.85  (feet)  COMP
 GC1288  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GC1288
 GC1288  VERT ORDER  -  SECOND    CLASS 0
 GC1288
 GC1288.The horizontal coordinates were scaled from a topographic map and have
 GC1288.an estimated accuracy of +/- 6 seconds.
 GC1288
 GC1288.The orthometric height was determined by differential leveling
 GC1288.and adjusted by the National Geodetic Survey in June 1991..
 GC1288
 GC1288.The geoid height was determined by GEOID03.
 GC1288
 GC1288.The dynamic height is computed by dividing the NAVD 88
 GC1288.geopotential number by the normal gravity value computed on the
 GC1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1288.degrees latitude (g = 980.6199 gals.).
 GC1288
 GC1288.The modeled gravity was interpolated from observed gravity values.
 GC1288
 GC1288;                    North         East    Units  Estimated Accuracy
 GC1288;SPC TN       -   243,440.      489,310.      MT  (+/- 180 meters Scaled)
 GC1288
 GC1288                          SUPERSEDED SURVEY CONTROL
 GC1288
 GC1288  NGVD 29 (??/??/92)  156.820  (m)          514.50   (f) ADJ UNCH    2 0
 GC1288
 GC1288.Superseded values are not recommended for survey control.
 GC1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1288.See file dsdata.txt to determine how the superseded data were derived.
 GC1288
 GC1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF788417(NAD 83)
 GC1288_MARKER: DD = SURVEY DISK
 GC1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1288_STAMPING: I 24-1B 1965
 GC1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1288+STABILITY: SURFACE MOTION
 GC1288
 GC1288  HISTORY     - Date     Condition        Report By
 GC1288  HISTORY     - 1965     MONUMENTED       TNHD
 GC1288
 GC1288                          STATION DESCRIPTION
 GC1288
 GC1288'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1288'2.5 MI S FROM ROSSVIEW.
 GC1288'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 76 AT
 GC1288'THE MEMORIAL HOSPITAL IN CLARKSVILLE, GO 3.6 MILES EAST ON STATE
 GC1288'ROUTE 76 TO THE PISGAH SCHOOL ON THE LEFT, CONTINUE AHEAD ON
 GC1288'STATE ROUTE 76 FOR 0.8 MILE TO THE MARK ON THE LEFT AT A GRAVELED
 GC1288'ROAD, 58 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GC1288'76, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GC1288'AND 2.4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT
 GC1288'IS A STANDARD TENNESSEE HIGHWAY DISK SET IN THE TOP OF A 10-INCH,
 GC1288'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1290 ***********************************************************************
 GC1290  DESIGNATION -  I24 1C
 GC1290  PID         -  GC1290
 GC1290  STATE/COUNTY-  TN/MONTGOMERY
 GC1290  USGS QUAD   -  SANGO (1984)
 GC1290
 GC1290                         *CURRENT SURVEY CONTROL
 GC1290  ___________________________________________________________________
 GC1290* NAD 83(1986)-  36 31 25.     (N)    087 12 10.     (W)     SCALED    
 GC1290* NAVD 88     -       184.203  (meters)     604.34   (feet)  ADJUSTED  
 GC1290  ___________________________________________________________________
 GC1290  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1290  DYNAMIC HT  -         184.053 (meters)     603.85  (feet)  COMP
 GC1290  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GC1290
 GC1290  VERT ORDER  -  SECOND    CLASS 0
 GC1290
 GC1290.The horizontal coordinates were scaled from a topographic map and have
 GC1290.an estimated accuracy of +/- 6 seconds.
 GC1290
 GC1290.The orthometric height was determined by differential leveling
 GC1290.and adjusted by the National Geodetic Survey in June 1991..
 GC1290
 GC1290.The geoid height was determined by GEOID03.
 GC1290
 GC1290.The dynamic height is computed by dividing the NAVD 88
 GC1290.geopotential number by the normal gravity value computed on the
 GC1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1290.degrees latitude (g = 980.6199 gals.).
 GC1290
 GC1290.The modeled gravity was interpolated from observed gravity values.
 GC1290
 GC1290;                    North         East    Units  Estimated Accuracy
 GC1290;SPC TN       -   243,680.      492,280.      MT  (+/- 180 meters Scaled)
 GC1290
 GC1290                          SUPERSEDED SURVEY CONTROL
 GC1290
 GC1290  NGVD 29 (??/??/92)  184.271  (m)          604.56   (f) ADJ UNCH    2 0
 GC1290
 GC1290.Superseded values are not recommended for survey control.
 GC1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1290.See file dsdata.txt to determine how the superseded data were derived.
 GC1290
 GC1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF818420(NAD 83)
 GC1290_MARKER: DD = SURVEY DISK
 GC1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1290_STAMPING: I 24-1C 1965
 GC1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1290+STABILITY: SURFACE MOTION
 GC1290
 GC1290  HISTORY     - Date     Condition        Report By
 GC1290  HISTORY     - 1965     MONUMENTED       TNHD
 GC1290
 GC1290                          STATION DESCRIPTION
 GC1290
 GC1290'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1290'2 MI NE FROM SANGO.
 GC1290'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1290'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 0.7 MILE TO A
 GC1290'PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND GO 0.7
 GC1290'MILE TO A 4-WAY INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 0.6
 GC1290'MILE TO THE MARK ON THE LEFT JUST PAST A TWO STORY, GREEN,
 GC1290'FARMHOUSE ON THE LEFT.  THE MARK IS 54 FEET SOUTH OF A SMALL
 GC1290'TRACK ROAD LEADING TO A BARN, 20 FEET WEST OF THE APPROXIMATE
 GC1290'CENTER OF THE PAVED ROAD, 4 FEET EAST OF A FENCE LINE AND 5 FEET
 GC1290'NORTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1290'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1290'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1291 ***********************************************************************
 GC1291  DESIGNATION -  I24 1D
 GC1291  PID         -  GC1291
 GC1291  STATE/COUNTY-  TN/MONTGOMERY
 GC1291  USGS QUAD   -  SANGO (1984)
 GC1291
 GC1291                         *CURRENT SURVEY CONTROL
 GC1291  ___________________________________________________________________
 GC1291* NAD 83(1986)-  36 30 34.     (N)    087 12 21.     (W)     SCALED    
 GC1291* NAVD 88     -       178.667  (meters)     586.18   (feet)  ADJUSTED  
 GC1291  ___________________________________________________________________
 GC1291  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1291  DYNAMIC HT  -         178.521 (meters)     585.70  (feet)  COMP
 GC1291  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GC1291
 GC1291  VERT ORDER  -  SECOND    CLASS 0
 GC1291
 GC1291.The horizontal coordinates were scaled from a topographic map and have
 GC1291.an estimated accuracy of +/- 6 seconds.
 GC1291
 GC1291.The orthometric height was determined by differential leveling
 GC1291.and adjusted by the National Geodetic Survey in June 1991..
 GC1291
 GC1291.The geoid height was determined by GEOID03.
 GC1291
 GC1291.The dynamic height is computed by dividing the NAVD 88
 GC1291.geopotential number by the normal gravity value computed on the
 GC1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1291.degrees latitude (g = 980.6199 gals.).
 GC1291
 GC1291.The modeled gravity was interpolated from observed gravity values.
 GC1291
 GC1291;                    North         East    Units  Estimated Accuracy
 GC1291;SPC TN       -   242,110.      491,980.      MT  (+/- 180 meters Scaled)
 GC1291
 GC1291                          SUPERSEDED SURVEY CONTROL
 GC1291
 GC1291  NGVD 29 (??/??/92)  178.734  (m)          586.40   (f) ADJ UNCH    2 0
 GC1291
 GC1291.Superseded values are not recommended for survey control.
 GC1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1291.See file dsdata.txt to determine how the superseded data were derived.
 GC1291
 GC1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF815404(NAD 83)
 GC1291_MARKER: DD = SURVEY DISK
 GC1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1291_STAMPING: I 24-1D 1965
 GC1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1291+STABILITY: SURFACE MOTION
 GC1291
 GC1291  HISTORY     - Date     Condition        Report By
 GC1291  HISTORY     - 1965     MONUMENTED       TNHD
 GC1291
 GC1291                          STATION DESCRIPTION
 GC1291
 GC1291'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1291'1 MI E FROM SANGO.
 GC1291'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1291'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 0.7 MILE TO A
 GC1291'PAVED ROAD ON THE LEFT, TURN LEFT, AND GO 0.4 MILE ON THE PAVED
 GC1291'ROAD TO THE MARK ON THE LEFT, ACROSS THE ROAD FROM A BROWN, BRICK
 GC1291'SIDING HOUSE.  THE MARK IS 38 FEET SOUTHWEST OF A DRIVEWAY LEADING
 GC1291'TO THE BROWN, BRICK SIDING HOUSE, 20 FEET WEST OF THE APPROXIMATE
 GC1291'CENTER OF THE PAVED ROAD, 5 FEET NORTHEAST OF A FENCE CORNER, AND
 GC1291'3.4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC1291'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1291'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1292 ***********************************************************************
 GC1292  DESIGNATION -  I24 1E
 GC1292  PID         -  GC1292
 GC1292  STATE/COUNTY-  TN/MONTGOMERY
 GC1292  USGS QUAD   -  HENRIETTA (1983)
 GC1292
 GC1292                         *CURRENT SURVEY CONTROL
 GC1292  ___________________________________________________________________
 GC1292* NAD 83(1986)-  36 29 56.     (N)    087 11 38.     (W)     SCALED    
 GC1292* NAVD 88     -       182.984  (meters)     600.34   (feet)  ADJUSTED  
 GC1292  ___________________________________________________________________
 GC1292  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1292  DYNAMIC HT  -         182.833 (meters)     599.84  (feet)  COMP
 GC1292  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GC1292
 GC1292  VERT ORDER  -  SECOND    CLASS 0
 GC1292
 GC1292.The horizontal coordinates were scaled from a topographic map and have
 GC1292.an estimated accuracy of +/- 6 seconds.
 GC1292
 GC1292.The orthometric height was determined by differential leveling
 GC1292.and adjusted by the National Geodetic Survey in June 1991..
 GC1292
 GC1292.The geoid height was determined by GEOID03.
 GC1292
 GC1292.The dynamic height is computed by dividing the NAVD 88
 GC1292.geopotential number by the normal gravity value computed on the
 GC1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1292.degrees latitude (g = 980.6199 gals.).
 GC1292
 GC1292.The modeled gravity was interpolated from observed gravity values.
 GC1292
 GC1292;                    North         East    Units  Estimated Accuracy
 GC1292;SPC TN       -   240,930.      493,040.      MT  (+/- 180 meters Scaled)
 GC1292
 GC1292                          SUPERSEDED SURVEY CONTROL
 GC1292
 GC1292  NGVD 29 (??/??/92)  183.049  (m)          600.55   (f) ADJ UNCH    2 0
 GC1292
 GC1292.Superseded values are not recommended for survey control.
 GC1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1292.See file dsdata.txt to determine how the superseded data were derived.
 GC1292
 GC1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF826393(NAD 83)
 GC1292_MARKER: DD = SURVEY DISK
 GC1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1292_STAMPING: I 24-1E 1965
 GC1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1292+STABILITY: SURFACE MOTION
 GC1292
 GC1292  HISTORY     - Date     Condition        Report By
 GC1292  HISTORY     - 1965     MONUMENTED       TNHD
 GC1292
 GC1292                          STATION DESCRIPTION
 GC1292
 GC1292'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1292'1.5 MI E FROM SANGO.
 GC1292'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1292'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 1.5 MILES TO A
 GC1292'BRICK HOUSE AND THE MARK ON THE RIGHT, 24 FEET SOUTH OF THE
 GC1292'APPROXIMATE CENTER OF THE PAVED ROAD, 9 FEET EAST OF AN ELECTRIC
 GC1292'FENCE AND 2.4 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  IT
 GC1292'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1292'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1293 ***********************************************************************
 GC1293  DESIGNATION -  I24 1F
 GC1293  PID         -  GC1293
 GC1293  STATE/COUNTY-  TN/MONTGOMERY
 GC1293  USGS QUAD   -  HENRIETTA (1983)
 GC1293
 GC1293                         *CURRENT SURVEY CONTROL
 GC1293  ___________________________________________________________________
 GC1293* NAD 83(1986)-  36 29 57.     (N)    087 11 38.     (W)     SCALED    
 GC1293* NAVD 88     -       182.973  (meters)     600.30   (feet)  ADJUSTED  
 GC1293  ___________________________________________________________________
 GC1293  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1293  DYNAMIC HT  -         182.823 (meters)     599.81  (feet)  COMP
 GC1293  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GC1293
 GC1293  VERT ORDER  -  SECOND    CLASS 0
 GC1293
 GC1293.The horizontal coordinates were scaled from a topographic map and have
 GC1293.an estimated accuracy of +/- 6 seconds.
 GC1293
 GC1293.The orthometric height was determined by differential leveling
 GC1293.and adjusted by the National Geodetic Survey in June 1991..
 GC1293
 GC1293.The geoid height was determined by GEOID03.
 GC1293
 GC1293.The dynamic height is computed by dividing the NAVD 88
 GC1293.geopotential number by the normal gravity value computed on the
 GC1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1293.degrees latitude (g = 980.6199 gals.).
 GC1293
 GC1293.The modeled gravity was interpolated from observed gravity values.
 GC1293
 GC1293;                    North         East    Units  Estimated Accuracy
 GC1293;SPC TN       -   240,960.      493,040.      MT  (+/- 180 meters Scaled)
 GC1293
 GC1293                          SUPERSEDED SURVEY CONTROL
 GC1293
 GC1293  NGVD 29 (??/??/92)  183.038  (m)          600.52   (f) ADJ UNCH    2 0
 GC1293
 GC1293.Superseded values are not recommended for survey control.
 GC1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1293.See file dsdata.txt to determine how the superseded data were derived.
 GC1293
 GC1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF826393(NAD 83)
 GC1293_MARKER: DD = SURVEY DISK
 GC1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1293_STAMPING: I 24-1F 1965
 GC1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1293+STABILITY: SURFACE MOTION
 GC1293
 GC1293  HISTORY     - Date     Condition        Report By
 GC1293  HISTORY     - 1965     MONUMENTED       TNHD
 GC1293
 GC1293                          STATION DESCRIPTION
 GC1293
 GC1293'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1293'1.5 MI E FROM SANGO.
 GC1293'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1293'CHURCH AT SANGO, GO EASTERLY FOR 1.5 MILES ON A PAVED ROAD TO A
 GC1293'TRACK ROAD ON THE LEFT JUST PAST A BRICK HOUSE, TURN LEFT, AND GO
 GC1293'0.3 MILE ON A TRACK ROAD TO THE MARK ON THE RIGHT, 30 FEET
 GC1293'SOUTHWEST OF THE SOUTHWEST CORNER OF A STOCK POND AND 3.0 FEET
 GC1293'SOUTH OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1293'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1293'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1279 ***********************************************************************
 GC1279  DESIGNATION -  I24 2
 GC1279  PID         -  GC1279
 GC1279  STATE/COUNTY-  TN/MONTGOMERY
 GC1279  USGS QUAD   -  CLARKSVILLE (1984)
 GC1279
 GC1279                         *CURRENT SURVEY CONTROL
 GC1279  ___________________________________________________________________
 GC1279* NAD 83(1986)-  36 34 47.     (N)    087 16 03.     (W)     SCALED    
 GC1279* NAVD 88     -       160.159  (meters)     525.46   (feet)  ADJUSTED  
 GC1279  ___________________________________________________________________
 GC1279  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1279  DYNAMIC HT  -         160.028 (meters)     525.03  (feet)  COMP
 GC1279  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GC1279
 GC1279  VERT ORDER  -  SECOND    CLASS 0
 GC1279
 GC1279.The horizontal coordinates were scaled from a topographic map and have
 GC1279.an estimated accuracy of +/- 6 seconds.
 GC1279
 GC1279.The orthometric height was determined by differential leveling
 GC1279.and adjusted by the National Geodetic Survey in June 1991..
 GC1279
 GC1279.The geoid height was determined by GEOID03.
 GC1279
 GC1279.The dynamic height is computed by dividing the NAVD 88
 GC1279.geopotential number by the normal gravity value computed on the
 GC1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1279.degrees latitude (g = 980.6199 gals.).
 GC1279
 GC1279.The modeled gravity was interpolated from observed gravity values.
 GC1279
 GC1279;                    North         East    Units  Estimated Accuracy
 GC1279;SPC TN       -   249,980.      486,560.      MT  (+/- 180 meters Scaled)
 GC1279
 GC1279                          SUPERSEDED SURVEY CONTROL
 GC1279
 GC1279  NGVD 29 (??/??/92)  160.230  (m)          525.69   (f) ADJ UNCH    2 0
 GC1279
 GC1279.Superseded values are not recommended for survey control.
 GC1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1279.See file dsdata.txt to determine how the superseded data were derived.
 GC1279
 GC1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF760482(NAD 83)
 GC1279_MARKER: DD = SURVEY DISK
 GC1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1279_STAMPING: I 24-2 1965
 GC1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1279+STABILITY: SURFACE MOTION
 GC1279
 GC1279  HISTORY     - Date     Condition        Report By
 GC1279  HISTORY     - 1965     MONUMENTED       TNHD
 GC1279  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1279
 GC1279                          STATION DESCRIPTION
 GC1279
 GC1279'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1279'2 MI E FROM ST BETHLEHEM.
 GC1279'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND A PAVED ROAD AT THE
 GC1279'TRANE FACTORY SITE AT ST. BETHLEHEM, GO 0.7 MILE SOUTHERLY ON
 GC1279'THE PAVED ROAD TO A RAILROAD CROSSING, CONTINUE FOR 1.0 MILE
 GC1279'ON THE PAVED ROAD TO THE MARK ON THE LEFT, 24 FEET NORTH OF THE
 GC1279'APPROXIMATE CENTER OF THE PAVED ROAD TO THE MARK ON THE LEFT,
 GC1279'24 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 3
 GC1279'FEET SOUTHWEST OF A FENCE CORNER AND 1.5 FEET EAST OF A METAL
 GC1279'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GC1279'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1279'FLUSH, CONCRETE MONUMENT.
 GC1279
 GC1279                          STATION RECOVERY (1984)
 GC1279
 GC1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1279'SEARCHED FOR BUT NOT RECOVERED.  THE AREA HAS BEEN ALTERED BECAUSE OF
 GC1279'THE CONSTRUCTION OF INTERSTATE HIGHWAY 24, AN OVERPASS WAS BUILT FOR
 GC1279'THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1274 ***********************************************************************
 GC1274  DESIGNATION -  I24 2 B
 GC1274  PID         -  GC1274
 GC1274  STATE/COUNTY-  TN/MONTGOMERY
 GC1274  USGS QUAD   -  CLARKSVILLE (1984)
 GC1274
 GC1274                         *CURRENT SURVEY CONTROL
 GC1274  ___________________________________________________________________
 GC1274* NAD 83(1986)-  36 36 37.     (N)    087 17 05.     (W)     SCALED    
 GC1274* NAVD 88     -       158.468  (meters)     519.91   (feet)  ADJUSTED  
 GC1274  ___________________________________________________________________
 GC1274  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1274  DYNAMIC HT  -         158.339 (meters)     519.48  (feet)  COMP
 GC1274  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GC1274
 GC1274  VERT ORDER  -  SECOND    CLASS 0
 GC1274
 GC1274.The horizontal coordinates were scaled from a topographic map and have
 GC1274.an estimated accuracy of +/- 6 seconds.
 GC1274
 GC1274.The orthometric height was determined by differential leveling
 GC1274.and adjusted by the National Geodetic Survey in June 1991..
 GC1274
 GC1274.The geoid height was determined by GEOID03.
 GC1274
 GC1274.The dynamic height is computed by dividing the NAVD 88
 GC1274.geopotential number by the normal gravity value computed on the
 GC1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1274.degrees latitude (g = 980.6199 gals.).
 GC1274
 GC1274.The modeled gravity was interpolated from observed gravity values.
 GC1274
 GC1274;                    North         East    Units  Estimated Accuracy
 GC1274;SPC TN       -   253,390.      485,060.      MT  (+/- 180 meters Scaled)
 GC1274
 GC1274                          SUPERSEDED SURVEY CONTROL
 GC1274
 GC1274  NGVD 29 (??/??/92)  158.549  (m)          520.17   (f) ADJ UNCH    2 0
 GC1274
 GC1274.Superseded values are not recommended for survey control.
 GC1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1274.See file dsdata.txt to determine how the superseded data were derived.
 GC1274
 GC1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF745516(NAD 83)
 GC1274_MARKER: DD = SURVEY DISK
 GC1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1274_STAMPING: I 24-2B 1965
 GC1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1274+STABILITY: SURFACE MOTION
 GC1274
 GC1274  HISTORY     - Date     Condition        Report By
 GC1274  HISTORY     - 1965     MONUMENTED       TNHD
 GC1274  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1274
 GC1274                          STATION DESCRIPTION
 GC1274
 GC1274'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1274'2.6 MI N FROM ST BETHLEHEM.
 GC1274'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND A PAVED ROAD,
 GC1274'APPROXIMATELY 0.1 MILE NORTHEAST OF THE TRANE FACTORY SITE AT
 GC1274'ST. BETHLEHEM, GO NORTHEAST ON U.S. HIGHWAY 79 FOR 1.5 MILES
 GC1274'TO A GRAVELED ROAD ON THE LEFT, 0.5 MILE NORTHEAST OF JOE
 GC1274'DAVENPORTS GROCERY, TURN LEFT ON THE GRAVELED ROAD AND GO
 GC1274'NORTHERLY AND WESTERLY FOR 0.6 MILE TO A GRAVELED ROAD ON THE
 GC1274'RIGHT, CONTINUE AHEAD, WESTERLY, FOR 0.2 MILE TO THE MARK ON THE
 GC1274'RIGHT, 21 FEET EAST OF A 2-FOOT TWIN-TRUNKED OAK TREE, 19 FEET
 GC1274'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 2.5
 GC1274'FEET EAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1274'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1274'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1274
 GC1274                          STATION RECOVERY (1984)
 GC1274
 GC1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1274'SEARCHED FOR BUT NOT RECOVERED, THE DESCRIPTION WAS NOT ADEQUATE
 GC1274'ENOUGH FOR A LENGTHY SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1280 ***********************************************************************
 GC1280  DESIGNATION -  I24 3
 GC1280  PID         -  GC1280
 GC1280  STATE/COUNTY-  TN/MONTGOMERY
 GC1280  USGS QUAD   -  SANGO (1984)
 GC1280
 GC1280                         *CURRENT SURVEY CONTROL
 GC1280  ___________________________________________________________________
 GC1280* NAD 83(1986)-  36 34 41.     (N)    087 14 31.     (W)     SCALED    
 GC1280* NAVD 88     -       151.917  (meters)     498.41   (feet)  ADJUSTED  
 GC1280  ___________________________________________________________________
 GC1280  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1280  DYNAMIC HT  -         151.793 (meters)     498.01  (feet)  COMP
 GC1280  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GC1280
 GC1280  VERT ORDER  -  SECOND    CLASS 0
 GC1280
 GC1280.The horizontal coordinates were scaled from a topographic map and have
 GC1280.an estimated accuracy of +/- 6 seconds.
 GC1280
 GC1280.The orthometric height was determined by differential leveling
 GC1280.and adjusted by the National Geodetic Survey in June 1991..
 GC1280
 GC1280.The geoid height was determined by GEOID03.
 GC1280
 GC1280.The dynamic height is computed by dividing the NAVD 88
 GC1280.geopotential number by the normal gravity value computed on the
 GC1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1280.degrees latitude (g = 980.6199 gals.).
 GC1280
 GC1280.The modeled gravity was interpolated from observed gravity values.
 GC1280
 GC1280;                    North         East    Units  Estimated Accuracy
 GC1280;SPC TN       -   249,760.      488,840.      MT  (+/- 180 meters Scaled)
 GC1280
 GC1280                          SUPERSEDED SURVEY CONTROL
 GC1280
 GC1280  NGVD 29 (??/??/92)  151.987  (m)          498.64   (f) ADJ UNCH    2 0
 GC1280
 GC1280.Superseded values are not recommended for survey control.
 GC1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1280.See file dsdata.txt to determine how the superseded data were derived.
 GC1280
 GC1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF783480(NAD 83)
 GC1280_MARKER: DD = SURVEY DISK
 GC1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1280_STAMPING: I 24-3 1965
 GC1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1280+STABILITY: SURFACE MOTION
 GC1280
 GC1280  HISTORY     - Date     Condition        Report By
 GC1280  HISTORY     - 1965     MONUMENTED       TNHD
 GC1280
 GC1280                          STATION DESCRIPTION
 GC1280
 GC1280'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1280'3.5 MI E FROM ST BETHLEHEM.
 GC1280'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND A PAVED ROAD
 GC1280'AT THE TRANE FACTORY SITE AT ST. BETHLEHEM, GO 0.7 MILE SOUTHERLY
 GC1280'ON THE PAVED ROAD TO A RAILROAD CROSSING, CONTINUE FOR 2.4 MILES
 GC1280'ON THE PAVED ROAD TO THE MARK ON THE LEFT, 17 FEET NORTH OF THE
 GC1280'APPROXIMATE CENTER OF THE PAVED ROAD, 9 FEET SOUTHWEST OF
 GC1280'TELEPHONE POLE NO. 33 WITH A WITNESS SIGN ATTACHED, AND 4 FEET
 GC1280'SOUTHWEST OF A FENCE CORNER.  THE MARK IS A STANDARD TENNESSEE
 GC1280'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1280'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1286 ***********************************************************************
 GC1286  DESIGNATION -  I24 4
 GC1286  PID         -  GC1286
 GC1286  STATE/COUNTY-  TN/MONTGOMERY
 GC1286  USGS QUAD   -  SANGO (1984)
 GC1286
 GC1286                         *CURRENT SURVEY CONTROL
 GC1286  ___________________________________________________________________
 GC1286* NAD 83(1986)-  36 32 41.     (N)    087 14 24.     (W)     SCALED    
 GC1286* NAVD 88     -       119.533  (meters)     392.17   (feet)  ADJUSTED  
 GC1286  ___________________________________________________________________
 GC1286  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1286  DYNAMIC HT  -         119.435 (meters)     391.85  (feet)  COMP
 GC1286  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 GC1286
 GC1286  VERT ORDER  -  SECOND    CLASS 0
 GC1286
 GC1286.The horizontal coordinates were scaled from a topographic map and have
 GC1286.an estimated accuracy of +/- 6 seconds.
 GC1286
 GC1286.The orthometric height was determined by differential leveling
 GC1286.and adjusted by the National Geodetic Survey in June 1991..
 GC1286
 GC1286.The geoid height was determined by GEOID03.
 GC1286
 GC1286.The dynamic height is computed by dividing the NAVD 88
 GC1286.geopotential number by the normal gravity value computed on the
 GC1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1286.degrees latitude (g = 980.6199 gals.).
 GC1286
 GC1286.The modeled gravity was interpolated from observed gravity values.
 GC1286
 GC1286;                    North         East    Units  Estimated Accuracy
 GC1286;SPC TN       -   246,060.      488,970.      MT  (+/- 180 meters Scaled)
 GC1286
 GC1286                          SUPERSEDED SURVEY CONTROL
 GC1286
 GC1286  NGVD 29 (??/??/92)  119.602  (m)          392.39   (f) ADJ UNCH    2 0
 GC1286
 GC1286.Superseded values are not recommended for survey control.
 GC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1286.See file dsdata.txt to determine how the superseded data were derived.
 GC1286
 GC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF785443(NAD 83)
 GC1286_MARKER: DD = SURVEY DISK
 GC1286_SETTING: 66 = SET IN ROCK OUTCROP
 GC1286_SP_SET: BEDROCK
 GC1286_STAMPING: I 24-4 1965
 GC1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1286+STABILITY: POSITION/ELEVATION WELL
 GC1286
 GC1286  HISTORY     - Date     Condition        Report By
 GC1286  HISTORY     - 1965     MONUMENTED       TNHD
 GC1286
 GC1286                          STATION DESCRIPTION
 GC1286
 GC1286'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1286'1 MI S FROM ROSSVIEW.
 GC1286'FROM THE ST. MATTHEWS CHURCH ON ROSSVIEW ROAD, ABOUT 0.7 MILE WEST
 GC1286'OF ROSSVIEW, GO EASTERLY ON ROSSVIEW ROAD FOR 0.2 MILE TO THE
 GC1286'HOME OF L.C. CONNELL, SR., ON THE RIGHT, TURN RIGHT ONTO A
 GC1286'GRAVELED DRIVE AND BEAR LEFT FOR 0.1 MILE TO A METAL GATE.  PASS
 GC1286'THROUGH THE GATE AND TURN RIGHT, SOUTH, AND FOLLOW A DIM TRACK
 GC1286'ROAD FOR 0.6 MILE, PASSING BETWEEN TWO PONDS, TO A WIRE GATE AT
 GC1286'THE EDGE OF A SMALL PATCH OF WOODS.  PASS THROUGH THE GATE AND
 GC1286'CONTINUE ON THE DIM TRACK ROAD FOR 0.1 MILE TO A CLEARING.
 GC1286'FOLLOW ALONG THE RIGHT EDGE OF THE CLEARING FOR 0.3 MILE ON THE
 GC1286'TRACK ROAD TO A SMALL GAP IN THE WOODS, PASS THROUGH THE GAP AND
 GC1286'TURN LEFT FOR 0.05 MILE TO THE MARK ON THE LEFT, ABOUT 50 FEET
 GC1286'EAST OF THE TRACK ROAD AND 13.9 FEET SOUTHEAST OF A METAL WITNESS
 GC1286'SIGN FASTENED TO AN 8-INCH TREE.  THE MARK IS A STANDARD TENNESSEE
 GC1286'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP
 GC1286'OF AN OUTCROP OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0894 ***********************************************************************
 GC0894  DESIGNATION -  I24 4 A
 GC0894  PID         -  GC0894
 GC0894  STATE/COUNTY-  TN/DAVIDSON
 GC0894  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0894
 GC0894                         *CURRENT SURVEY CONTROL
 GC0894  ___________________________________________________________________
 GC0894* NAD 83(1986)-  36 13 58.     (N)    086 46 53.     (W)     SCALED    
 GC0894* NAVD 88     -       146.313  (meters)     480.03   (feet)  ADJUSTED  
 GC0894  ___________________________________________________________________
 GC0894  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0894  DYNAMIC HT  -         146.188 (meters)     479.62  (feet)  COMP
 GC0894  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC0894
 GC0894  VERT ORDER  -  SECOND    CLASS 0
 GC0894
 GC0894.The horizontal coordinates were scaled from a topographic map and have
 GC0894.an estimated accuracy of +/- 6 seconds.
 GC0894
 GC0894.The orthometric height was determined by differential leveling
 GC0894.and adjusted by the National Geodetic Survey in June 1991..
 GC0894
 GC0894.The geoid height was determined by GEOID03.
 GC0894
 GC0894.The dynamic height is computed by dividing the NAVD 88
 GC0894.geopotential number by the normal gravity value computed on the
 GC0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0894.degrees latitude (g = 980.6199 gals.).
 GC0894
 GC0894.The modeled gravity was interpolated from observed gravity values.
 GC0894
 GC0894;                    North         East    Units  Estimated Accuracy
 GC0894;SPC TN       -   211,020.      529,760.      MT  (+/- 180 meters Scaled)
 GC0894
 GC0894                          SUPERSEDED SURVEY CONTROL
 GC0894
 GC0894  NGVD 29 (??/??/92)  146.345  (m)          480.13   (f) ADJ UNCH    2 0
 GC0894
 GC0894.Superseded values are not recommended for survey control.
 GC0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0894.See file dsdata.txt to determine how the superseded data were derived.
 GC0894
 GC0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF196097(NAD 83)
 GC0894_MARKER: DD = SURVEY DISK
 GC0894_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GC0894_SP_SET: BRIDGE WINGWALL
 GC0894_STAMPING: I 24-4A 1965
 GC0894_MARK LOGO: TNHD  
 GC0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0894
 GC0894  HISTORY     - Date     Condition        Report By
 GC0894  HISTORY     - 1965     MONUMENTED       TNHD
 GC0894  HISTORY     - 19971008 GOOD             LOCENG
 GC0894
 GC0894                          STATION DESCRIPTION
 GC0894
 GC0894'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0894'4 MI SE FROM WHITE CREEK.
 GC0894'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE, GO
 GC0894'SOUTHERLY ON BRICK CHURCH PIKE FOR 0.1 MILE TO THE MARK ON THE
 GC0894'LEFT IN A BRIDGE OVER EWING CREEK, 16 FEET EAST OF THE APPROXIMATE
 GC0894'CENTER OF BRICK CHURCH PIKE.  THE MARK IS A STANDARD TENNESSEE
 GC0894'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE
 GC0894'TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE.
 GC0894
 GC0894                          STATION RECOVERY (1997)
 GC0894
 GC0894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GMK)
 GC0894'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0893 ***********************************************************************
 GC0893  DESIGNATION -  I24 5
 GC0893  PID         -  GC0893
 GC0893  STATE/COUNTY-  TN/DAVIDSON
 GC0893  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0893
 GC0893                         *CURRENT SURVEY CONTROL
 GC0893  ___________________________________________________________________
 GC0893* NAD 83(1986)-  36 14 51.     (N)    086 46 41.     (W)     SCALED    
 GC0893* NAVD 88     -       153.887  (meters)     504.88   (feet)  ADJUSTED  
 GC0893  ___________________________________________________________________
 GC0893  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0893  DYNAMIC HT  -         153.756 (meters)     504.45  (feet)  COMP
 GC0893  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 GC0893
 GC0893  VERT ORDER  -  SECOND    CLASS 0
 GC0893
 GC0893.The horizontal coordinates were scaled from a topographic map and have
 GC0893.an estimated accuracy of +/- 6 seconds.
 GC0893
 GC0893.The orthometric height was determined by differential leveling
 GC0893.and adjusted by the National Geodetic Survey in June 1991..
 GC0893
 GC0893.The geoid height was determined by GEOID03.
 GC0893
 GC0893.The dynamic height is computed by dividing the NAVD 88
 GC0893.geopotential number by the normal gravity value computed on the
 GC0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0893.degrees latitude (g = 980.6199 gals.).
 GC0893
 GC0893.The modeled gravity was interpolated from observed gravity values.
 GC0893
 GC0893;                    North         East    Units  Estimated Accuracy
 GC0893;SPC TN       -   212,660.      530,070.      MT  (+/- 180 meters Scaled)
 GC0893
 GC0893                          SUPERSEDED SURVEY CONTROL
 GC0893
 GC0893  NGVD 29 (??/??/92)  153.922  (m)          504.99   (f) ADJ UNCH    2 0
 GC0893
 GC0893.Superseded values are not recommended for survey control.
 GC0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0893.See file dsdata.txt to determine how the superseded data were derived.
 GC0893
 GC0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF199114(NAD 83)
 GC0893_MARKER: DD = SURVEY DISK
 GC0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0893_STAMPING: I 24-5 1965
 GC0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0893+STABILITY: SURFACE MOTION
 GC0893
 GC0893  HISTORY     - Date     Condition        Report By
 GC0893  HISTORY     - 1965     MONUMENTED       TNHD
 GC0893
 GC0893                          STATION DESCRIPTION
 GC0893
 GC0893'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0893'3.5 MI E FROM WHITE CREEK.
 GC0893'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE, GO
 GC0893'NORTHERLY ON BRICK CHURCH PIKE FOR 0.9 MILE TO THE MARK ON THE
 GC0893'RIGHT, 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF BRICK CHURCH
 GC0893'PIKE, 17 FEET EAST OF TELEPHONE POLE NO. 97 1/2, 14 FEET EAST
 GC0893'OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS POST WITH
 GC0893'SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC0893'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0892 ***********************************************************************
 GC0892  DESIGNATION -  I24 5 A
 GC0892  PID         -  GC0892
 GC0892  STATE/COUNTY-  TN/DAVIDSON
 GC0892  USGS QUAD   -  WHITES CREEK (1994)
 GC0892
 GC0892                         *CURRENT SURVEY CONTROL
 GC0892  ___________________________________________________________________
 GC0892* NAD 83(1986)-  36 15 43.     (N)    086 46 33.     (W)     SCALED    
 GC0892* NAVD 88     -       173.831  (meters)     570.31   (feet)  ADJUSTED  
 GC0892  ___________________________________________________________________
 GC0892  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0892  DYNAMIC HT  -         173.683 (meters)     569.83  (feet)  COMP
 GC0892  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GC0892
 GC0892  VERT ORDER  -  SECOND    CLASS 0
 GC0892
 GC0892.The horizontal coordinates were scaled from a topographic map and have
 GC0892.an estimated accuracy of +/- 6 seconds.
 GC0892
 GC0892.The orthometric height was determined by differential leveling
 GC0892.and adjusted by the National Geodetic Survey in June 1991..
 GC0892
 GC0892.The geoid height was determined by GEOID03.
 GC0892
 GC0892.The dynamic height is computed by dividing the NAVD 88
 GC0892.geopotential number by the normal gravity value computed on the
 GC0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0892.degrees latitude (g = 980.6199 gals.).
 GC0892
 GC0892.The modeled gravity was interpolated from observed gravity values.
 GC0892
 GC0892;                    North         East    Units  Estimated Accuracy
 GC0892;SPC TN       -   214,260.      530,280.      MT  (+/- 180 meters Scaled)
 GC0892
 GC0892                          SUPERSEDED SURVEY CONTROL
 GC0892
 GC0892  NGVD 29 (??/??/92)  173.866  (m)          570.43   (f) ADJ UNCH    2 0
 GC0892
 GC0892.Superseded values are not recommended for survey control.
 GC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0892.See file dsdata.txt to determine how the superseded data were derived.
 GC0892
 GC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF201130(NAD 83)
 GC0892_MARKER: DD = SURVEY DISK
 GC0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0892_STAMPING: I 24-5A 1965
 GC0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0892+STABILITY: SURFACE MOTION
 GC0892
 GC0892  HISTORY     - Date     Condition        Report By
 GC0892  HISTORY     - 1965     MONUMENTED       TNHD
 GC0892
 GC0892                          STATION DESCRIPTION
 GC0892
 GC0892'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0892'3.5 MI E FROM WHITE CREEK.
 GC0892'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE,
 GC0892'GO NORTHERLY ON BRICK CHURCH PIKE FOR 1.8 MILES TO THE MARK ON
 GC0892'THE LEFT, 23 FEET WEST OF THE APPROXIMATE CENTER OF BRICK CHURCH
 GC0892'PIKE, 5 FEET SOUTH OF POWER POLE NO. 6602-7 AND 4 FEET EAST OF A
 GC0892'METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0892'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0892'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0889 ***********************************************************************
 GC0889  DESIGNATION -  I24 5 C
 GC0889  PID         -  GC0889
 GC0889  STATE/COUNTY-  TN/DAVIDSON
 GC0889  USGS QUAD   -  WHITES CREEK (1994)
 GC0889
 GC0889                         *CURRENT SURVEY CONTROL
 GC0889  ___________________________________________________________________
 GC0889* NAD 83(1986)-  36 16 25.     (N)    086 49 02.     (W)     SCALED    
 GC0889* NAVD 88     -       145.562  (meters)     477.56   (feet)  ADJUSTED  
 GC0889  ___________________________________________________________________
 GC0889  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0889  DYNAMIC HT  -         145.437 (meters)     477.15  (feet)  COMP
 GC0889  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0889
 GC0889  VERT ORDER  -  SECOND    CLASS 0
 GC0889
 GC0889.The horizontal coordinates were scaled from a topographic map and have
 GC0889.an estimated accuracy of +/- 6 seconds.
 GC0889
 GC0889.The orthometric height was determined by differential leveling
 GC0889.and adjusted by the National Geodetic Survey in June 1991..
 GC0889
 GC0889.The geoid height was determined by GEOID03.
 GC0889
 GC0889.The dynamic height is computed by dividing the NAVD 88
 GC0889.geopotential number by the normal gravity value computed on the
 GC0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0889.degrees latitude (g = 980.6199 gals.).
 GC0889
 GC0889.The modeled gravity was interpolated from observed gravity values.
 GC0889
 GC0889;                    North         East    Units  Estimated Accuracy
 GC0889;SPC TN       -   215,580.      526,570.      MT  (+/- 180 meters Scaled)
 GC0889
 GC0889                          SUPERSEDED SURVEY CONTROL
 GC0889
 GC0889  NGVD 29 (??/??/92)  145.604  (m)          477.70   (f) ADJ UNCH    2 0
 GC0889
 GC0889.Superseded values are not recommended for survey control.
 GC0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0889.See file dsdata.txt to determine how the superseded data were derived.
 GC0889
 GC0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF164143(NAD 83)
 GC0889_MARKER: DD = SURVEY DISK
 GC0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0889_SP_SET: BRIDGE
 GC0889_STAMPING: I 24-5C 1965
 GC0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0889
 GC0889  HISTORY     - Date     Condition        Report By
 GC0889  HISTORY     - 1965     MONUMENTED       TNHD
 GC0889
 GC0889                          STATION DESCRIPTION
 GC0889
 GC0889'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0889'1 MI NE FROM WHITE CREEK.
 GC0889'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE, GO
 GC0889'NORTHERLY ON BRICK CHURCH PIKE FOR 3.2 MILES TO THE INTERSECTION
 GC0889'OF BRICK CHURCH PIKE AND OLD HICKORY BOULEVARD.  TURN LEFT AND GO
 GC0889'WESTERLY ON OLD HICKORY BOULEVARD FOR 2.1 MILES TO LICKTON PIKE
 GC0889'ON THE RIGHT AND THE MARK ON THE LEFT IN A BRIDGE, 13 FEET SOUTH
 GC0889'OF THE APPROXIMATE CENTER OF OLD HICKORY BOULEVARD.  THE MARK
 GC0889'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GC0889'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF THE
 GC0889'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0887 ***********************************************************************
 GC0887  DESIGNATION -  I24 6
 GC0887  PID         -  GC0887
 GC0887  STATE/COUNTY-  TN/DAVIDSON
 GC0887  USGS QUAD   -  WHITES CREEK (1994)
 GC0887
 GC0887                         *CURRENT SURVEY CONTROL
 GC0887  ___________________________________________________________________
 GC0887* NAD 83(1986)-  36 18 05.     (N)    086 48 35.     (W)     SCALED    
 GC0887* NAVD 88     -       159.451  (meters)     523.13   (feet)  ADJUSTED  
 GC0887  ___________________________________________________________________
 GC0887  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0887  DYNAMIC HT  -         159.314 (meters)     522.68  (feet)  COMP
 GC0887  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0887
 GC0887  VERT ORDER  -  SECOND    CLASS 0
 GC0887
 GC0887.The horizontal coordinates were scaled from a topographic map and have
 GC0887.an estimated accuracy of +/- 6 seconds.
 GC0887
 GC0887.The orthometric height was determined by differential leveling
 GC0887.and adjusted by the National Geodetic Survey in June 1991..
 GC0887
 GC0887.The geoid height was determined by GEOID03.
 GC0887
 GC0887.The dynamic height is computed by dividing the NAVD 88
 GC0887.geopotential number by the normal gravity value computed on the
 GC0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0887.degrees latitude (g = 980.6199 gals.).
 GC0887
 GC0887.The modeled gravity was interpolated from observed gravity values.
 GC0887
 GC0887;                    North         East    Units  Estimated Accuracy
 GC0887;SPC TN       -   218,660.      527,270.      MT  (+/- 180 meters Scaled)
 GC0887
 GC0887                          SUPERSEDED SURVEY CONTROL
 GC0887
 GC0887  NGVD 29 (??/??/92)  159.493  (m)          523.27   (f) ADJ UNCH    2 0
 GC0887
 GC0887.Superseded values are not recommended for survey control.
 GC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0887.See file dsdata.txt to determine how the superseded data were derived.
 GC0887
 GC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF170173(NAD 83)
 GC0887_MARKER: DD = SURVEY DISK
 GC0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0887_STAMPING: I 24-6 1965
 GC0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0887+STABILITY: SURFACE MOTION
 GC0887
 GC0887  HISTORY     - Date     Condition        Report By
 GC0887  HISTORY     - 1965     MONUMENTED       TNHD
 GC0887
 GC0887                          STATION DESCRIPTION
 GC0887
 GC0887'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0887'3.5 MI SE FROM JOELTON.
 GC0887'ABOUT 3.5 MILES SOUTHEAST OF JOELTON, AT THE INTERSECTION OF
 GC0887'LICKTON PIKE AND CLAYLICK ROAD, 19 FEET SOUTHEAST OF THE
 GC0887'APPROXIMATE CENTER OF LICKTON PIKE, 3 FEET EAST OF A POWER POLE
 GC0887'AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  IT IS
 GC0887'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0887'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0881 ***********************************************************************
 GC0881  DESIGNATION -  I24 7
 GC0881  PID         -  GC0881
 GC0881  STATE/COUNTY-  TN/DAVIDSON
 GC0881  USGS QUAD   -  WHITES CREEK (1994)
 GC0881
 GC0881                         *CURRENT SURVEY CONTROL
 GC0881  ___________________________________________________________________
 GC0881* NAD 83(1986)-  36 19 00.     (N)    086 50 43.     (W)     SCALED    
 GC0881* NAVD 88     -       197.771  (meters)     648.85   (feet)  ADJUSTED  
 GC0881  ___________________________________________________________________
 GC0881  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0881  DYNAMIC HT  -         197.601 (meters)     648.30  (feet)  COMP
 GC0881  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0881
 GC0881  VERT ORDER  -  SECOND    CLASS 0
 GC0881
 GC0881.The horizontal coordinates were scaled from a topographic map and have
 GC0881.an estimated accuracy of +/- 6 seconds.
 GC0881
 GC0881.The orthometric height was determined by differential leveling
 GC0881.and adjusted by the National Geodetic Survey in June 1991..
 GC0881
 GC0881.The geoid height was determined by GEOID03.
 GC0881
 GC0881.The dynamic height is computed by dividing the NAVD 88
 GC0881.geopotential number by the normal gravity value computed on the
 GC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0881.degrees latitude (g = 980.6199 gals.).
 GC0881
 GC0881.The modeled gravity was interpolated from observed gravity values.
 GC0881
 GC0881;                    North         East    Units  Estimated Accuracy
 GC0881;SPC TN       -   220,380.      524,100.      MT  (+/- 180 meters Scaled)
 GC0881
 GC0881                          SUPERSEDED SURVEY CONTROL
 GC0881
 GC0881  NGVD 29 (??/??/92)  197.812  (m)          648.99   (f) ADJ UNCH    2 0
 GC0881
 GC0881.Superseded values are not recommended for survey control.
 GC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0881.See file dsdata.txt to determine how the superseded data were derived.
 GC0881
 GC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF138190(NAD 83)
 GC0881_MARKER: DD = SURVEY DISK
 GC0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0881_SP_SET: CULVERT
 GC0881_STAMPING: I 24-7 1965
 GC0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0881
 GC0881  HISTORY     - Date     Condition        Report By
 GC0881  HISTORY     - 1965     MONUMENTED       TNHD
 GC0881
 GC0881                          STATION DESCRIPTION
 GC0881
 GC0881'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0881'1.1 MI E FROM JOELTON.
 GC0881'FROM THE INTERSECTION OF CLAYLICK ROAD AND UNION HILL ROAD, ABOUT
 GC0881'0.3 MILE EAST OF JOELTON, GO EASTERLY ON CLAYLICK ROAD FOR 0.8
 GC0881'MILE TO THE MARK OF THE RIGHT, 12 FEET SOUTH OF THE APPROXIMATE
 GC0881'CENTER OF CLAYLICK ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0881'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF
 GC0881'THE SOUTHWEST WINGWALL OF A 15 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0877 ***********************************************************************
 GC0877  DESIGNATION -  I24 8
 GC0877  PID         -  GC0877
 GC0877  STATE/COUNTY-  TN/DAVIDSON
 GC0877  USGS QUAD   -  WHITES CREEK (1994)
 GC0877
 GC0877                         *CURRENT SURVEY CONTROL
 GC0877  ___________________________________________________________________
 GC0877* NAD 83(1986)-  36 19 02.     (N)    086 51 41.     (W)     SCALED    
 GC0877* NAVD 88     -       252.048  (meters)     826.93   (feet)  ADJUSTED  
 GC0877  ___________________________________________________________________
 GC0877  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0877  DYNAMIC HT  -         251.831 (meters)     826.22  (feet)  COMP
 GC0877  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0877
 GC0877  VERT ORDER  -  SECOND    CLASS 0
 GC0877
 GC0877.The horizontal coordinates were scaled from a topographic map and have
 GC0877.an estimated accuracy of +/- 6 seconds.
 GC0877
 GC0877.The orthometric height was determined by differential leveling
 GC0877.and adjusted by the National Geodetic Survey in June 1991..
 GC0877
 GC0877.The geoid height was determined by GEOID03.
 GC0877
 GC0877.The dynamic height is computed by dividing the NAVD 88
 GC0877.geopotential number by the normal gravity value computed on the
 GC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0877.degrees latitude (g = 980.6199 gals.).
 GC0877
 GC0877.The modeled gravity was interpolated from observed gravity values.
 GC0877
 GC0877;                    North         East    Units  Estimated Accuracy
 GC0877;SPC TN       -   220,450.      522,650.      MT  (+/- 180 meters Scaled)
 GC0877
 GC0877                          SUPERSEDED SURVEY CONTROL
 GC0877
 GC0877  NGVD 29 (??/??/92)  252.091  (m)          827.07   (f) ADJ UNCH    2 0
 GC0877
 GC0877.Superseded values are not recommended for survey control.
 GC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0877.See file dsdata.txt to determine how the superseded data were derived.
 GC0877
 GC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124191(NAD 83)
 GC0877_MARKER: DD = SURVEY DISK
 GC0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0877_STAMPING: I 24-8 1965
 GC0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0877+STABILITY: SURFACE MOTION
 GC0877
 GC0877  HISTORY     - Date     Condition        Report By
 GC0877  HISTORY     - 1965     MONUMENTED       TNHD
 GC0877
 GC0877                          STATION DESCRIPTION
 GC0877
 GC0877'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0877'0.3 MI E FROM JOELTON.
 GC0877'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0877'IN JOELTON, GO EASTERLY ON UNION HILL ROAD FOR 0.3 MILE TO THE
 GC0877'INTERSECTION OF UNION HILL ROAD AND CLAYLICK ROAD AND THE MARK
 GC0877'ON THE RIGHT, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF CLAYLICK
 GC0877'ROAD, 4 FEET EAST OF A POWER POLE, AND 2 FEET EAST OF A WITNESS
 GC0877'POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0877'DISK SET IN THE TOP OF  10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0876 ***********************************************************************
 GC0876  DESIGNATION -  I24 9
 GC0876  PID         -  GC0876
 GC0876  STATE/COUNTY-  TN/DAVIDSON
 GC0876  USGS QUAD   -  WHITES CREEK (1994)
 GC0876
 GC0876                         *CURRENT SURVEY CONTROL
 GC0876  ___________________________________________________________________
 GC0876* NAD 83(1986)-  36 19 25.     (N)    086 52 23.     (W)     SCALED    
 GC0876* NAVD 88     -       240.990  (meters)     790.65   (feet)  ADJUSTED  
 GC0876  ___________________________________________________________________
 GC0876  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0876  DYNAMIC HT  -         240.782 (meters)     789.97  (feet)  COMP
 GC0876  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0876
 GC0876  VERT ORDER  -  SECOND    CLASS 0
 GC0876
 GC0876.The horizontal coordinates were scaled from a topographic map and have
 GC0876.an estimated accuracy of +/- 6 seconds.
 GC0876
 GC0876.The orthometric height was determined by differential leveling
 GC0876.and adjusted by the National Geodetic Survey in June 1991..
 GC0876
 GC0876.The geoid height was determined by GEOID03.
 GC0876
 GC0876.The dynamic height is computed by dividing the NAVD 88
 GC0876.geopotential number by the normal gravity value computed on the
 GC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0876.degrees latitude (g = 980.6199 gals.).
 GC0876
 GC0876.The modeled gravity was interpolated from observed gravity values.
 GC0876
 GC0876;                    North         East    Units  Estimated Accuracy
 GC0876;SPC TN       -   221,170.      521,610.      MT  (+/- 180 meters Scaled)
 GC0876
 GC0876                          SUPERSEDED SURVEY CONTROL
 GC0876
 GC0876  NGVD 29 (??/??/92)  241.035  (m)          790.80   (f) ADJ UNCH    2 0
 GC0876
 GC0876.Superseded values are not recommended for survey control.
 GC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0876.See file dsdata.txt to determine how the superseded data were derived.
 GC0876
 GC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF113198(NAD 83)
 GC0876_MARKER: DD = SURVEY DISK
 GC0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0876_STAMPING: I 24-9 1965
 GC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0876+STABILITY: SURFACE MOTION
 GC0876
 GC0876  HISTORY     - Date     Condition        Report By
 GC0876  HISTORY     - 1965     MONUMENTED       TNHD
 GC0876
 GC0876                          STATION DESCRIPTION
 GC0876
 GC0876'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0876'0.9 MI NW FROM JOELTON.
 GC0876'AT THE INTERSECTION OF BINKLEY ROAD AND EATONS CREEK ROAD,
 GC0876'ABOUT 1 MILE NORTHWEST OF JOELTON, 34 FEET SOUTH OF THE APPROXIMATE
 GC0876'CENTER OF BINKLEYROAD, 31 FEET NORTHWEST OF THE APPROXIMATE
 GC0876'CENTER OF EATONS CREEK ROAD, AND 1.5 FEET SOUTH OF A METAL
 GC0876'WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0876'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH,
 GC0876'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1511 ***********************************************************************
 GC1511  DESIGNATION -  I24 G 2
 GC1511  PID         -  GC1511
 GC1511  STATE/COUNTY-  TN/MONTGOMERY
 GC1511  USGS QUAD   -  HENRIETTA (1983)
 GC1511
 GC1511                         *CURRENT SURVEY CONTROL
 GC1511  ___________________________________________________________________
 GC1511* NAD 83(1986)-  36 28 39.     (N)    087 08 32.     (W)     SCALED    
 GC1511* NAVD 88     -       207.358  (meters)     680.31   (feet)  ADJUSTED  
 GC1511  ___________________________________________________________________
 GC1511  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1511  DYNAMIC HT  -         207.187 (meters)     679.75  (feet)  COMP
 GC1511  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 GC1511
 GC1511  VERT ORDER  -  SECOND    CLASS 0
 GC1511
 GC1511.The horizontal coordinates were scaled from a topographic map and have
 GC1511.an estimated accuracy of +/- 6 seconds.
 GC1511
 GC1511.The orthometric height was determined by differential leveling
 GC1511.and adjusted by the National Geodetic Survey in June 1991..
 GC1511
 GC1511.The geoid height was determined by GEOID03.
 GC1511
 GC1511.The dynamic height is computed by dividing the NAVD 88
 GC1511.geopotential number by the normal gravity value computed on the
 GC1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1511.degrees latitude (g = 980.6199 gals.).
 GC1511
 GC1511.The modeled gravity was interpolated from observed gravity values.
 GC1511
 GC1511;                    North         East    Units  Estimated Accuracy
 GC1511;SPC TN       -   238,500.      497,640.      MT  (+/- 180 meters Scaled)
 GC1511
 GC1511                          SUPERSEDED SURVEY CONTROL
 GC1511
 GC1511  NGVD 29 (??/??/92)  207.422  (m)          680.52   (f) ADJ UNCH    2 0
 GC1511
 GC1511.Superseded values are not recommended for survey control.
 GC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1511.See file dsdata.txt to determine how the superseded data were derived.
 GC1511
 GC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF872369(NAD 83)
 GC1511_MARKER: DD = SURVEY DISK
 GC1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1511_STAMPING: I-24-G2 1965
 GC1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1511+STABILITY: SURFACE MOTION
 GC1511
 GC1511  HISTORY     - Date     Condition        Report By
 GC1511  HISTORY     - 1965     MONUMENTED       TNHD
 GC1511
 GC1511                          STATION DESCRIPTION
 GC1511
 GC1511'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1511'4.7 MI E FROM SANGO.
 GC1511'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1511'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 4.7 MILES TO
 GC1511'THE MARK ON THE RIGHT, APPROXIMATELY 350 FEET WEST OF THE HOME
 GC1511'OF ROY HOLT, 32 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GC1511'ROAD, 1 FOOT NORTH OF A BARBED WIRE FENCE, AND 1.9 FEET NORTHWEST
 GC1511'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GC1511'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1511'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1531 ***********************************************************************
 GC1531  DESIGNATION -  I24 R 2 RESET
 GC1531  PID         -  GC1531
 GC1531  STATE/COUNTY-  TN/ROBERTSON
 GC1531  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1531
 GC1531                         *CURRENT SURVEY CONTROL
 GC1531  ___________________________________________________________________
 GC1531* NAD 83(1986)-  36 24 26.     (N)    087 02 17.     (W)     SCALED    
 GC1531* NAVD 88     -       234.59   (meters)     769.7    (feet)  RESET     
 GC1531  ___________________________________________________________________
 GC1531  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1531
 GC1531  VERT ORDER  -  THIRD
 GC1531
 GC1531.The horizontal coordinates were scaled from a topographic map and have
 GC1531.an estimated accuracy of +/- 6 seconds.
 GC1531
 GC1531.The orthometric height was computed from unverified reset data.
 GC1531
 GC1531.The geoid height was determined by GEOID03.
 GC1531
 GC1531;                    North         East    Units  Estimated Accuracy
 GC1531;SPC TN       -   230,590.      506,890.      MT  (+/- 180 meters Scaled)
 GC1531
 GC1531                          SUPERSEDED SURVEY CONTROL
 GC1531
 GC1531.No superseded survey control is available for this station.
 GC1531
 GC1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF965291(NAD 83)
 GC1531_MARKER: DD = SURVEY DISK
 GC1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1531_STAMPING: I24-R2 RESET 1971
 GC1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1531+STABILITY: SURFACE MOTION
 GC1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1531+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 GC1531
 GC1531  HISTORY     - Date     Condition        Report By
 GC1531  HISTORY     - 1971     MONUMENTED       NGS
 GC1531  HISTORY     - 20060321 GOOD             TNDT
 GC1531
 GC1531                          STATION DESCRIPTION
 GC1531
 GC1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1531'0.6 MI NW FROM PLEASANT VIEW.
 GC1531'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN
 GC1531'PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 0.65
 GC1531'OF A MILE TO SANDY SPRINGS ROAD ON THE RIGHT.  HERE TURN RIGHT
 GC1531'ON SANDY SPRINGS ROAD AND GO NORTHERLY FOR 0.15 OF A MILE TO THE
 GC1531'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS APPROXIMATELY 1,000
 GC1531'FEET SOUTH-SOUTHWEST OF THE SANDY SPRINGS ROAD GRADE SEPERATION
 GC1531'OVERPASS OF INTERSTATE ROUTE 24, 80 FEET WEST-NORTHWEST OF THE
 GC1531'APPROXIMATE CENTER OF RE-LOCATED SANDY SPRINGS ROAD, 61 FEET
 GC1531'NORTH-NORTHEAST OF A 16-INCH, TWIN TRUNKED WHITE OAK TREE, AND
 GC1531'1.0 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1531'A STANDARD C AND GS BENCH MARK DISK SET IN THE TOP OF AN 11-INCH,
 GC1531'ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GC1531'STAMPED I24-R2 RESET 1971.
 GC1531
 GC1531                          STATION RECOVERY (2006)
 GC1531
 GC1531'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (DWB)
 GC1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0891 ***********************************************************************
 GC0891  DESIGNATION -  I25 5 B
 GC0891  PID         -  GC0891
 GC0891  STATE/COUNTY-  TN/DAVIDSON
 GC0891  USGS QUAD   -  WHITES CREEK (1994)
 GC0891
 GC0891                         *CURRENT SURVEY CONTROL
 GC0891  ___________________________________________________________________
 GC0891* NAD 83(1986)-  36 16 33.     (N)    086 46 49.     (W)     SCALED    
 GC0891* NAVD 88     -       169.974  (meters)     557.66   (feet)  ADJUSTED  
 GC0891  ___________________________________________________________________
 GC0891  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0891  DYNAMIC HT  -         169.830 (meters)     557.18  (feet)  COMP
 GC0891  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GC0891
 GC0891  VERT ORDER  -  SECOND    CLASS 0
 GC0891
 GC0891.The horizontal coordinates were scaled from a topographic map and have
 GC0891.an estimated accuracy of +/- 6 seconds.
 GC0891
 GC0891.The orthometric height was determined by differential leveling
 GC0891.and adjusted by the National Geodetic Survey in June 1991..
 GC0891
 GC0891.The geoid height was determined by GEOID03.
 GC0891
 GC0891.The dynamic height is computed by dividing the NAVD 88
 GC0891.geopotential number by the normal gravity value computed on the
 GC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0891.degrees latitude (g = 980.6199 gals.).
 GC0891
 GC0891.The modeled gravity was interpolated from observed gravity values.
 GC0891
 GC0891;                    North         East    Units  Estimated Accuracy
 GC0891;SPC TN       -   215,800.      529,900.      MT  (+/- 180 meters Scaled)
 GC0891
 GC0891                          SUPERSEDED SURVEY CONTROL
 GC0891
 GC0891  NGVD 29 (??/??/92)  170.013  (m)          557.78   (f) ADJ UNCH    2 0
 GC0891
 GC0891.Superseded values are not recommended for survey control.
 GC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0891.See file dsdata.txt to determine how the superseded data were derived.
 GC0891
 GC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF197145(NAD 83)
 GC0891_MARKER: DD = SURVEY DISK
 GC0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0891_STAMPING: I 24-5B 1965
 GC0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0891+STABILITY: SURFACE MOTION
 GC0891
 GC0891  HISTORY     - Date     Condition        Report By
 GC0891  HISTORY     - 1965     MONUMENTED       TNHD
 GC0891
 GC0891                          STATION DESCRIPTION
 GC0891
 GC0891'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0891'4 MI E FROM WHITE CREEK.
 GC0891'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE,
 GC0891'GO NORTHERLY ON BRICK CHURCH PIKE FOR 2.8 MILES TO THE MARK ON THE
 GC0891'LEFT, 17 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF BRICK CHURCH
 GC0891'PIKE, 3 FEET NORTHWEST OF POWER POLE NO. 5642-17, AND 1.3 FEET
 GC0891'NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC0891'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0891'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1628 ***********************************************************************
 FD1628  DESIGNATION -  ICE
 FD1628  PID         -  FD1628
 FD1628  STATE/COUNTY-  TN/PERRY
 FD1628  USGS QUAD   -  LINDEN (1968)
 FD1628
 FD1628                         *CURRENT SURVEY CONTROL
 FD1628  ___________________________________________________________________
 FD1628* NAD 83(1995)-  35 33 20.21496(N)    087 46 15.11523(W)     ADJUSTED  
 FD1628* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 FD1628  ___________________________________________________________________
 FD1628  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FD1628  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1628
 FD1628  HORZ ORDER  -  SECOND
 FD1628
 FD1628.The horizontal coordinates were established by classical geodetic methods
 FD1628.and adjusted by the National Geodetic Survey in April 1999..
 FD1628
 FD1628.The orthometric height was scaled from a topographic map.
 FD1628
 FD1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1628
 FD1628.The geoid height was determined by GEOID03.
 FD1628
 FD1628;                    North         East     Units Scale Factor Converg.
 FD1628;SPC TN       -   137,063.695   439,456.450   MT  0.99996014   -1 02 12.2
 FD1628;SPC TN       -   449,683.14  1,441,783.37   sFT  0.99996014   -1 02 12.2
 FD1628;UTM  16      - 3,934,934.819   430,135.367   MT  0.99966015   -0 26 53.8
 FD1628
 FD1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1628!SPC TN       -   0.99996220  x   0.99996014  =   0.99992234
 FD1628!UTM  16      -   0.99996220  x   0.99966015  =   0.99962236
 FD1628
 FD1628|---------------------------------------------------------------------|
 FD1628| PID    Reference Object                     Distance      Geod. Az  |
 FD1628|                                                           dddmmss.s |
 FD1628| CG6617 ICE RM 1                             38.969 METERS 02518     |
 FD1628| FD1596 POPE                                APPROX. 8.4 KM 1801739.2 |
 FD1628| CG6616 ICE AZ MK                                          2685828.2 |
 FD1628| CG6618 ICE RM 2                             40.520 METERS 28121     |
 FD1628|---------------------------------------------------------------------|
 FD1628
 FD1628                          SUPERSEDED SURVEY CONTROL
 FD1628
 FD1628  NAD 83(1995)-  35 33 20.21947(N)    087 46 15.11688(W) AD(       ) 2
 FD1628  NAD 83(1986)-  35 33 20.22520(N)    087 46 15.11566(W) AD(       ) 2
 FD1628  NAD 27      -  35 33 19.97200(N)    087 46 15.02800(W) AD(       ) 2
 FD1628
 FD1628.Superseded values are not recommended for survey control.
 FD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1628.See file dsdata.txt to determine how the superseded data were derived.
 FD1628
 FD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3013534935(NAD 83)
 FD1628_MARKER: DS = TRIANGULATION STATION DISK
 FD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1628
 FD1628  HISTORY     - Date     Condition        Report By
 FD1628  HISTORY     - 1934     MONUMENTED       CGS
 FD1628  HISTORY     - 1962     GOOD             CGS
 FD1628  HISTORY     - 1975     GOOD             TVA
 FD1628
 FD1628                          STATION DESCRIPTION
 FD1628
 FD1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1628'ABOUT 6.75 MILES SOUTHEAST OF LINDEN, ABOUT 11 MILES WEST OF
 FD1628'HOHENWALD, ON
 FD1628'CLEARED HILL NEAR CENTER ONE OF THREE HOUSES, ON
 FD1628'PROPERTY OF WALTER P GROVER, 40
 FD1628'FEET SOUTH OF CENTER LINE OF ROAD, 18
 FD1628'FEET EAST OF HOUSE, AND 45 FEET SOUTHWEST OF
 FD1628'8-INCH OAK TREE.  TO
 FD1628'REACH FROM JUNCTION OF STATE ROUTES 13, 20, AND 100 IN LINDEN,
 FD1628'GO EAST 9.7
 FD1628'MILES ON ROUTE 20 TO T-ROAD, TURN SHARPLY TO RIGHT AND
 FD1628'CONTINUE 1.05 MILES TO
 FD1628'T-ROAD ON RIGHT, FOLLOW MAIN ROAD LEFT 1.15
 FD1628'MILES TO ROUGH DIRT ROAD TO RIGHT AT LEFT
 FD1628'TURN IN MAIN ROAD, TURN
 FD1628'RIGHT AND GO 2.8 MILES TO FORK, FOLLOW LEFT-HAND FORK 0.3
 FD1628'MILE TO TOP OF
 FD1628'HILL, CLEARED FIELD, AND STATION.  SURFACE AND UNDERGROUND MARKS
 FD1628'ARE STANDARD STATION
 FD1628'DISKS IN CONCRETE.  REFERENCE
 FD1628'AND AZIMUTH MARKS ARE STANDARD
 FD1628'REFERENCE DISKS IN CONCRETE.
 FD1628'NO 1 IS 4 YARDS NORTHWEST OF CENTER LINE OF ROAD,
 FD1628'5 FEET WEST OF
 FD1628'8-INCH OAK TREE, AND 127.85 FEET FROM STATION N 25 DEG 18 MIN E.
 FD1628'NO 2 IS 5
 FD1628'FEET NORTH OF CENTER LINE OF ROAD, 18 FEET EAST OF
 FD1628'FENCE CORNER, 10 FEET EAST OF
 FD1628'6-INCH HICKORY TREE, AND 132.94 FEET
 FD1628'FROM STATION N 78 DEG 39 MIN W.  AZIMUTH
 FD1628'MARK IS 2 YARDS
 FD1628'NORTH OF CENTER LINE OF ROAD, 21 YARDS WEST OF NORTHWEST CORNER OF
 FD1628'SAVAGES HOUSE,
 FD1628'AND 0.1 MILE BY ROAD FROM STATION S 88 DEG 58 MIN W.
 FD1628'BEARING FROM STATION.
 FD1628'TO SAVAGES HOUSE, EAST GABLE,
 FD1628'DISTANT 450.0 FEET, IS S 83 DEG 42 MIN W.
 FD1628
 FD1628                          STATION RECOVERY (1962)
 FD1628
 FD1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1628'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1628'RECOVERED AND FOUND IN
 FD1628'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LYING BESIDE THE
 FD1628'WOODS ROAD SOME DISTANCE
 FD1628'FROM WHERE ITS ORIGINAL DESCRIPTION SAID AND
 FD1628'THE DISK WAS REMOVED FOR SUBMISSION TO THE
 FD1628'WASHINGTON OFFICE.  THE
 FD1628'ORIGINAL DESCRIPTION IS NOW COMPLETELY INADEQUATE.  FOLLOWING
 FD1628'IS A NEW AND
 FD1628'COMPLETE DESCRIPTION.
 FD1628'
 FD1628'THE STATION IS THOUGHT TO BE ON THE HOLDINGS OF THE MEMPHIS COTTON
 FD1628'COMPANY, AT THE WEST END OF
 FD1628'A LONG, FLAT-TOPPED RIDGE, ABOUT 11 MILES WEST OF
 FD1628'HOHENWALD AND 7 MILES SOUTHEAST OF
 FD1628'LINDEN.
 FD1628'
 FD1628'TO REACH THE STATION FROM THE POST OFFICE IN HOHENWALD, GO EAST ON
 FD1628'WEST LINDEN STREET TO PARK
 FD1628'AVENUE NORTH, HERE TURN RIGHT ON PARK AVENUE NORTH AND
 FD1628'GO 1 BLOCK TO THE TRAFFIC LIGHT
 FD1628'AT THE JUNCTION OF STATE ROUTES 99,
 FD1628'48 AND 20.  HERE TURN RIGHT AND GO WEST AND
 FD1628'NORTHWEST ON STATE ROUTE
 FD1628'20 FOR 10.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO
 FD1628'SOUTHERLY FOR 2.15
 FD1628'MILES TO AN OILED CROSSROAD, TURN LEFT ON THIS OILED ROAD
 FD1628'FOR ABOUT 0.05 MILE TO A
 FD1628'GRAVELED ROAD RIGHT, TURN RIGHT ON THIS
 FD1628'GRAVELED ROAD AND CONTINUE SOUTHERLY FOR
 FD1628'1.2 MILES TO A T CROSSROAD
 FD1628'AND A LARGE WHITE HOUSE IN THE NORTHWEST ANGLE.  HERE TURN LEFT,
 FD1628'EASTERLY, FOR 0.5 MILE TO A DIM ROAD LEFT LEADING INTO AN OLD HOME
 FD1628'SITE AND A LARGE
 FD1628'STONE CHIMNEY, HERE KEEP RIGHT, CROSSING A SMALL
 FD1628'BRIDGE AND CONTINUE SOUTHERLY UP A
 FD1628'STEEP HILL FOR 0.6 MILE TO A FORK,
 FD1628'KEEP RIGHT FORK AND GO WEST FOR 0.2 MILE TO A CURVE
 FD1628'WHERE THE MAIN
 FD1628'ROAD BEARS LEFT AND A WOODS ROAD CONTINUES STRAIGHT AHEAD AT A
 FD1628'14-INCH, TRIANGLE
 FD1628'BLAZED OAK TREE IN THE V OF THE FORK AND U S
 FD1628'GEOLOGICAL BENCH MARK TT 26 FR 1935
 FD1628'WITH WITNESS POST JUST SOUTH OF
 FD1628'THE BLAZED OAK.  HERE CONTINUE STRAIGHT AHEAD,
 FD1628'WESTERLY, ON THE WOODS
 FD1628'ROAD FOR 3.2 MILES TO A SMALL CLEARING WHERE A PIPE LINE
 FD1628'TRAVERSES THE
 FD1628'RIDGE, A BLAZED TWIN TRUNKED HICKORY TREE AND SMALL BLAZED ELM
 FD1628'TREE NEAR A PILE OF
 FD1628'LARGE ROCKS ARE ON THE RIGHT AND THE STATION ON
 FD1628'THE LEFT.
 FD1628'
 FD1628'THE STATION IS 100 FEET SOUTHWEST OF AN 8-INCH, BLAZED LOCUST TREE,
 FD1628'50 FEET SOUTH OF A
 FD1628'6-INCH, TWIN TRUNKED, TRIANGLE BLAZED HICKORY TREE, 40
 FD1628'FEET SOUTHEAST OF A 6-INCH,
 FD1628'TRIANGLE BLAZED ELM TREE, 24 FEET
 FD1628'SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FD1628'WOODS ROAD WHERE IT BENDS
 FD1628'TO THE RIGHT, AND 0.9 FOOT WEST OF A METAL WITNESS POST AND
 FD1628'SIGN.  IT IS A
 FD1628'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH CONCRETE
 FD1628'MONUMENT AND THE DISK
 FD1628'IS STAMPED ICE 1934.
 FD1628'
 FD1628'REFERENCE MARK NO 1 IS 34 FEET NORTHWEST OF AN 8-INCH, BLAZED LOCUST
 FD1628'TREE, 24 FEET EAST OF A
 FD1628'10-INCH, TRIANGLE BLAZED OAK TREE AND 12 FEET
 FD1628'NORTHWEST OF THE APPROXIMATE
 FD1628'CENTER OF THE WOODS ROAD.  IT IS A
 FD1628'STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1628'ROUND, CONCRETE MONUMENT
 FD1628'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED ICE NO 1 1934.
 FD1628'
 FD1628'REFERENCE MARK NO 2 IS 21 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED
 FD1628'OAK TREE, 9 FEET SOUTH OF
 FD1628'THE APPROXIMATE CENTER OF THE WOODS ROAD AND 2.5 FEET
 FD1628'WEST OF A SMALL, TWIN TRUNKED
 FD1628'HICKORY TREE.  IT IS A STANDARD DISK
 FD1628'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1628'MONUMENT THAT PROJECTS 8
 FD1628'INCHES AND THE DISK IS STAMPED ICE NO 2 1934.
 FD1628
 FD1628                          STATION RECOVERY (1975)
 FD1628
 FD1628'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975 (NOD)
 FD1628'ICE RECOVERED IN GOOD CONDITION.  DESC IN BULLETIN GOOD.
 FD1628'
 FD1628'ALL REF. TREES GOOD.
 FD1628'
 FD1628'ADD TO DESC. MARKER SET IN N EDGE OF GAS LINE R/W (CLEARED).
 FD1628'
 FD1628'ICE RM-1 RECOVERED IN GOOD CONDITION.  DESC AND REFS OF MARKER GOOD
 FD1628'REFS PAINTED WITH WHITE CROSS.
 FD1628'
 FD1628'ADD TO DESC POST AND SURVEY MARKER SIGN SET 2 DEG NE OF MARKER.
 FD1628'
 FD1628'ICE RM-2 RECOVERED IN GOOD CONDITION.  DESC OF MARKER GOOD, EXCEPT,
 FD1628'CHANGE TO READ 21 FEET NORTH OF A 10 INCH OAK INSTEAD OF 21 FEET
 FD1628'SOUTH OF A 8 INCH OAK.
 FD1628'
 FD1628'ADD TO REFS. 40.3 5.50 E TO 10 INCH TRIPLE OAK.
 FD1628'
 FD1628'ALL REFS TRESS PAINTED WITH WHITE CROSS.
 FD1628'
 FD1628'POST AND SIGN SET 2 FEET W OF MARKER.
 FD1628'
 FD1628'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.0 MI SE OF LINDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0835 ***********************************************************************
 GB0835  DESIGNATION -  IDIOT
 GB0835  PID         -  GB0835
 GB0835  STATE/COUNTY-  TN/ANDERSON
 GB0835  USGS QUAD   -  LAKE CITY (1973)
 GB0835
 GB0835                         *CURRENT SURVEY CONTROL
 GB0835  ___________________________________________________________________
 GB0835* NAD 83(1995)-  36 08 25.27213(N)    084 09 16.34650(W)     ADJUSTED  
 GB0835* NAVD 88     -       271.270  (meters)     889.99   (feet)  ADJUSTED  
 GB0835  ___________________________________________________________________
 GB0835  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 GB0835  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0835  DYNAMIC HT  -         271.024 (meters)     889.18  (feet)  COMP
 GB0835  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0835
 GB0835  HORZ ORDER  -  SECOND
 GB0835  VERT ORDER  -  SECOND    CLASS 0
 GB0835
 GB0835.The horizontal coordinates were established by classical geodetic methods
 GB0835.and adjusted by the National Geodetic Survey in April 1999..
 GB0835
 GB0835.The orthometric height was determined by differential leveling
 GB0835.and adjusted by the National Geodetic Survey in June 1991..
 GB0835
 GB0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0835
 GB0835.The geoid height was determined by GEOID03.
 GB0835
 GB0835.The dynamic height is computed by dividing the NAVD 88
 GB0835.geopotential number by the normal gravity value computed on the
 GB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0835.degrees latitude (g = 980.6199 gals.).
 GB0835
 GB0835.The modeled gravity was interpolated from observed gravity values.
 GB0835
 GB0835;                    North         East     Units Scale Factor Converg.
 GB0835;SPC TN       -   202,054.348   766,082.030   MT  0.99996265   +1 04 49.5
 GB0835;SPC TN       -   662,906.64  2,513,387.46   sFT  0.99996265   +1 04 49.5
 GB0835;UTM  16      - 4,003,267.161   756,031.593   MT  1.00040778   +1 40 44.6
 GB0835
 GB0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0835!SPC TN       -   0.99996219  x   0.99996265  =   0.99992484
 GB0835!UTM  16      -   0.99996219  x   1.00040778  =   1.00036996
 GB0835
 GB0835:                Primary Azimuth Mark                     Grid Az
 GB0835:SPC TN       -  IDIOT AZ MK                              122 20 03.1
 GB0835:UTM  16      -  IDIOT AZ MK                              121 44 08.0
 GB0835
 GB0835|---------------------------------------------------------------------|
 GB0835| PID    Reference Object                     Distance      Geod. Az  |
 GB0835|                                                           dddmmss.s |
 GB0835| GB0837 IDIOT AZ MK                                        1232452.6 |
 GB0835| GB2561 WEBER                               APPROX. 1.4 KM 1441755.1 |
 GB0835| GB0836 IDIOT RM 1                            6.801 METERS 15933     |
 GB0835| GB0834 IDIOT RM 2                            8.223 METERS 26424     |
 GB0835|---------------------------------------------------------------------|
 GB0835
 GB0835                          SUPERSEDED SURVEY CONTROL
 GB0835
 GB0835  NAD 83(1995)-  36 08 25.27572(N)    084 09 16.34942(W) AD(       ) 2
 GB0835  NAD 83(1995)-  36 08 25.27593(N)    084 09 16.34900(W) AD(       ) 2
 GB0835  NAD 83(1986)-  36 08 25.28321(N)    084 09 16.34544(W) AD(       ) 2
 GB0835  NAD 27      -  36 08 25.00415(N)    084 09 16.63487(W) AD(       ) 2
 GB0835  NGVD 29 (??/??/92)  271.403  (m)          890.43   (f) ADJ UNCH    2 0
 GB0835
 GB0835.Superseded values are not recommended for survey control.
 GB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0835.See file dsdata.txt to determine how the superseded data were derived.
 GB0835
 GB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5603203267(NAD 83)
 GB0835_MARKER: DD = SURVEY DISK
 GB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0835+STABILITY: SURFACE MOTION
 GB0835
 GB0835  HISTORY     - Date     Condition        Report By
 GB0835  HISTORY     - 1964     MONUMENTED       TNHD
 GB0835  HISTORY     - 1965     GOOD             TNHD
 GB0835
 GB0835                          STATION DESCRIPTION
 GB0835
 GB0835'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0835'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CLINTON.
 GB0835'
 GB0835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0835'ROUTE 61 IN CLINTON, GO
 GB0835'NORTH ON U.S.  HIGHWAY 25W FOR 3.35 MILES TO THE
 GB0835'AZIMUTH MARK ON THE RIGHT,
 GB0835'CONTINUE NORTH FOR 0.1 MILE TO A GRAVELED
 GB0835'ROAD ON THE LEFT, JUST AFTER CROSSING A SMALL
 GB0835'CONCRETE BRIDGE.  THE
 GB0835'STATION IS ABOUT 300 FEET WEST IN A SMALL GROVE OF PINE TREES.
 GB0835'
 GB0835'THE STATION IS 1 FOOT NORTH OF A WITNESS POST.  THE SURFACE AND
 GB0835'UNDERGROUND MARKS ARE
 GB0835'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0835'ARE STAMPED IDIOT 1964.  THE
 GB0835'UNDERGROUND MARK IS ABOUT 30 INCHES
 GB0835'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN
 GB0835'A 10-INCH, SQUARE,
 GB0835'FLUSH, CONCRETE MONUMENT.
 GB0835'
 GB0835'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 GB0835'STANDARD TENNESSEE
 GB0835'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GB0835'CONCRETE MONUMENT AND THE
 GB0835'DISK IS STAMPED IDIOT RM-1 1964.
 GB0835'
 GB0835'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 GB0835'STANDARD TENNESSEE
 GB0835'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GB0835'CONCRETE MONUMENT AND THE
 GB0835'DISK IS STAMPED IDIOT RM-2 1964.
 GB0835'
 GB0835'THE AZIMUTH MARK IS 231 FEET SOUTH OF THE SOUTHEAST SIDE OF A SMALL
 GB0835'CONCRETE BRIDGE, 25 FEET
 GB0835'EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25W,
 GB0835'3 FEET WEST OF A FENCE LINE AND
 GB0835'2.5 FEET WEST OF A WITNESS POST.  IT
 GB0835'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0835'SET IN A 10-INCH,
 GB0835'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED IDIOT AZI
 GB0835'1964.
 GB0835'
 GB0835'ALL OBSERVATIONS WERE MADE FROM A 25 FOOT STEEL TOWER.
 GB0835'
 GB0835'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GB0835
 GB0835                          STATION RECOVERY (1965)
 GB0835
 GB0835'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0835'3.4 MI N FROM CLINTON.
 GB0835'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 IN
 GB0835'CLINTON GO NORTH ON U.S. HIGHWAY 25W FOR 3.35 MILES TO A
 GB0835'GRAVELED ROAD ON THE LEFT, JUST AFTER CROSSING A SMALL CONCRETE
 GB0835'BRIDGE, THE STATION IS ABOUT 300 FEET TO THE WEST, IN A SMALL
 GB0835'GROVE OF PINE TREES AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 GB0835'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0835'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH
 GB0835'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0837 ***********************************************************************
 GB0837  DESIGNATION -  IDIOT AZ MK
 GB0837  PID         -  GB0837
 GB0837  STATE/COUNTY-  TN/ANDERSON
 GB0837  USGS QUAD   -  LAKE CITY (1973)
 GB0837
 GB0837                         *CURRENT SURVEY CONTROL
 GB0837  ___________________________________________________________________
 GB0837* NAD 83(1986)-  36 08 22.     (N)    084 09 12.     (W)     SCALED    
 GB0837* NAVD 88     -       269.539  (meters)     884.31   (feet)  ADJUSTED  
 GB0837  ___________________________________________________________________
 GB0837  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0837  DYNAMIC HT  -         269.294 (meters)     883.51  (feet)  COMP
 GB0837  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0837
 GB0837  VERT ORDER  -  SECOND    CLASS 0
 GB0837
 GB0837.The horizontal coordinates were scaled from a topographic map and have
 GB0837.an estimated accuracy of +/- 6 seconds.
 GB0837
 GB0837.The orthometric height was determined by differential leveling
 GB0837.and adjusted by the National Geodetic Survey in June 1991..
 GB0837
 GB0837.The geoid height was determined by GEOID03.
 GB0837
 GB0837.The dynamic height is computed by dividing the NAVD 88
 GB0837.geopotential number by the normal gravity value computed on the
 GB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0837.degrees latitude (g = 980.6199 gals.).
 GB0837
 GB0837.The modeled gravity was interpolated from observed gravity values.
 GB0837
 GB0837;                    North         East    Units  Estimated Accuracy
 GB0837;SPC TN       -   201,960.      766,190.      MT  (+/- 180 meters Scaled)
 GB0837
 GB0837                          SUPERSEDED SURVEY CONTROL
 GB0837
 GB0837  NGVD 29 (??/??/??)  269.72   (m)          884.9    (f) RESET       3  
 GB0837
 GB0837.Superseded values are not recommended for survey control.
 GB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0837.See file dsdata.txt to determine how the superseded data were derived.
 GB0837
 GB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF561031(NAD 83)
 GB0837_MARKER: DZ = AZIMUTH MARK DISK
 GB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0837_STAMPING: IDIOT AZI 1964
 GB0837_MARK LOGO: TNHD  
 GB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0837+STABILITY: SURFACE MOTION
 GB0837
 GB0837  HISTORY     - Date     Condition        Report By
 GB0837  HISTORY     - 1964     MONUMENTED       TNHD
 GB0837  HISTORY     - 1965     GOOD             TNHD
 GB0837
 GB0837                          STATION DESCRIPTION
 GB0837
 GB0837'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0837'3.4 MI N FROM CLINTON.
 GB0837'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 AT
 GB0837'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 3.35 MILES TO THE
 GB0837'MARK ON THE RIGHT.  THE MARK IS 231 FEET SOUTH OF THE SOUTHEAST
 GB0837'SIDE OF A SMALL CONCRETE BRIDGE AND 25 FEET WEST OF A METAL
 GB0837'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GB0837'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0837'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0836 ***********************************************************************
 GB0836  DESIGNATION -  IDIOT RM 1
 GB0836  PID         -  GB0836
 GB0836  STATE/COUNTY-  TN/ANDERSON
 GB0836  USGS QUAD   -  LAKE CITY (1973)
 GB0836
 GB0836                         *CURRENT SURVEY CONTROL
 GB0836  ___________________________________________________________________
 GB0836* NAD 83(1986)-  36 08 25.     (N)    084 09 17.     (W)     SCALED    
 GB0836* NAVD 88     -       271.011  (meters)     889.14   (feet)  ADJUSTED  
 GB0836  ___________________________________________________________________
 GB0836  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0836  DYNAMIC HT  -         270.765 (meters)     888.33  (feet)  COMP
 GB0836  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0836
 GB0836  VERT ORDER  -  SECOND    CLASS 0
 GB0836
 GB0836.The horizontal coordinates were scaled from a topographic map and have
 GB0836.an estimated accuracy of +/- 6 seconds.
 GB0836
 GB0836.The orthometric height was determined by differential leveling
 GB0836.and adjusted by the National Geodetic Survey in June 1991..
 GB0836
 GB0836.The geoid height was determined by GEOID03.
 GB0836
 GB0836.The dynamic height is computed by dividing the NAVD 88
 GB0836.geopotential number by the normal gravity value computed on the
 GB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0836.degrees latitude (g = 980.6199 gals.).
 GB0836
 GB0836.The modeled gravity was interpolated from observed gravity values.
 GB0836
 GB0836;                    North         East    Units  Estimated Accuracy
 GB0836;SPC TN       -   202,050.      766,070.      MT  (+/- 180 meters Scaled)
 GB0836
 GB0836                          SUPERSEDED SURVEY CONTROL
 GB0836
 GB0836  NGVD 29 (??/??/92)  271.144  (m)          889.58   (f) ADJ UNCH    2 0
 GB0836
 GB0836.Superseded values are not recommended for survey control.
 GB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0836.See file dsdata.txt to determine how the superseded data were derived.
 GB0836
 GB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF560032(NAD 83)
 GB0836_MARKER: DR = REFERENCE MARK DISK
 GB0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0836_STAMPING: IDIOT RM 1 1964
 GB0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0836+STABILITY: SURFACE MOTION
 GB0836
 GB0836  HISTORY     - Date     Condition        Report By
 GB0836  HISTORY     - 1964     MONUMENTED       TNHD
 GB0836  HISTORY     - 1965     GOOD             TNHD
 GB0836
 GB0836                          STATION DESCRIPTION
 GB0836
 GB0836'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0836'3.4 MI N FROM CLINTON.
 GB0836'THE MARK IS LOCATED AT THE IDIOT 1964 STATION SITE, 1 FOOT
 GB0836'NORTH OF METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0836'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0836'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0834 ***********************************************************************
 GB0834  DESIGNATION -  IDIOT RM 2
 GB0834  PID         -  GB0834
 GB0834  STATE/COUNTY-  TN/ANDERSON
 GB0834  USGS QUAD   -  LAKE CITY (1973)
 GB0834
 GB0834                         *CURRENT SURVEY CONTROL
 GB0834  ___________________________________________________________________
 GB0834* NAD 83(1986)-  36 08 25.     (N)    084 09 17.     (W)     SCALED    
 GB0834* NAVD 88     -       271.447  (meters)     890.57   (feet)  ADJUSTED  
 GB0834  ___________________________________________________________________
 GB0834  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0834  DYNAMIC HT  -         271.201 (meters)     889.77  (feet)  COMP
 GB0834  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0834
 GB0834  VERT ORDER  -  SECOND    CLASS 0
 GB0834
 GB0834.The horizontal coordinates were scaled from a topographic map and have
 GB0834.an estimated accuracy of +/- 6 seconds.
 GB0834
 GB0834.The orthometric height was determined by differential leveling
 GB0834.and adjusted by the National Geodetic Survey in June 1991..
 GB0834
 GB0834.The geoid height was determined by GEOID03.
 GB0834
 GB0834.The dynamic height is computed by dividing the NAVD 88
 GB0834.geopotential number by the normal gravity value computed on the
 GB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0834.degrees latitude (g = 980.6199 gals.).
 GB0834
 GB0834.The modeled gravity was interpolated from observed gravity values.
 GB0834
 GB0834;                    North         East    Units  Estimated Accuracy
 GB0834;SPC TN       -   202,050.      766,070.      MT  (+/- 180 meters Scaled)
 GB0834
 GB0834                          SUPERSEDED SURVEY CONTROL
 GB0834
 GB0834  NGVD 29 (??/??/92)  271.580  (m)          891.01   (f) ADJ UNCH    2 0
 GB0834
 GB0834.Superseded values are not recommended for survey control.
 GB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0834.See file dsdata.txt to determine how the superseded data were derived.
 GB0834
 GB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF560032(NAD 83)
 GB0834_MARKER: DR = REFERENCE MARK DISK
 GB0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0834_STAMPING: IDIOT RM 2 1964
 GB0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0834+STABILITY: SURFACE MOTION
 GB0834
 GB0834  HISTORY     - Date     Condition        Report By
 GB0834  HISTORY     - 1964     MONUMENTED       TNHD
 GB0834  HISTORY     - 1965     GOOD             TNHD
 GB0834
 GB0834                          STATION DESCRIPTION
 GB0834
 GB0834'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0834'3.4 MI N FROM CLINTON.
 GB0834'THE MARK IS LOCATED AT THE IDIOT 1964 STATION SITE, 1 FOOT
 GB0834'NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GB0834'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0834'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1245 ***********************************************************************
 FC1245  DESIGNATION -  IGOU
 FC1245  PID         -  FC1245
 FC1245  STATE/COUNTY-  TN/HAMILTON
 FC1245  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1245
 FC1245                         *CURRENT SURVEY CONTROL
 FC1245  ___________________________________________________________________
 FC1245* NAD 83(1995)-  35 02 14.46496(N)    085 09 43.95123(W)     ADJUSTED  
 FC1245* NAVD 88     -       239.358  (meters)     785.29   (feet)  ADJUSTED  
 FC1245  ___________________________________________________________________
 FC1245  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FC1245  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1245  DYNAMIC HT  -         239.120 (meters)     784.51  (feet)  COMP
 FC1245  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1245
 FC1245  HORZ ORDER  -  SECOND
 FC1245  VERT ORDER  -  SECOND    CLASS 0
 FC1245
 FC1245.The horizontal coordinates were established by classical geodetic methods
 FC1245.and adjusted by the National Geodetic Survey in April 1999..
 FC1245
 FC1245.The orthometric height was determined by differential leveling
 FC1245.and adjusted by the National Geodetic Survey in June 1991..
 FC1245
 FC1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1245
 FC1245.The geoid height was determined by GEOID03.
 FC1245
 FC1245.The dynamic height is computed by dividing the NAVD 88
 FC1245.geopotential number by the normal gravity value computed on the
 FC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1245.degrees latitude (g = 980.6199 gals.).
 FC1245
 FC1245.The modeled gravity was interpolated from observed gravity values.
 FC1245
 FC1245;                    North         East     Units Scale Factor Converg.
 FC1245;SPC TN       -    78,439.344   676,448.122   MT  1.00004433   +0 29 25.7
 FC1245;SPC TN       -   257,346.41  2,219,313.55   sFT  1.00004433   +0 29 25.7
 FC1245;UTM  16      - 3,878,729.006   667,635.137   MT  0.99994634   +1 03 19.2
 FC1245
 FC1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1245!SPC TN       -   0.99996712  x   1.00004433  =   1.00001145
 FC1245!UTM  16      -   0.99996712  x   0.99994634  =   0.99991346
 FC1245
 FC1245|---------------------------------------------------------------------|
 FC1245| PID    Reference Object                     Distance      Geod. Az  |
 FC1245|                                                           dddmmss.s |
 FC1245| FC1244 IGOU RM 1                            10.196 METERS 04040     |
 FC1245| FC1243 IGOU AZ MK                                         0472124.6 |
 FC1245| FC1246 IGOU RM 2                            10.094 METERS 22057     |
 FC1245|---------------------------------------------------------------------|
 FC1245
 FC1245                          SUPERSEDED SURVEY CONTROL
 FC1245
 FC1245  NAD 83(1995)-  35 02 14.46593(N)    085 09 43.95324(W) AD(       ) 2
 FC1245  NAD 83(1995)-  35 02 14.46432(N)    085 09 43.95520(W) AD(       ) 2
 FC1245  NAD 83(1995)-  35 02 14.46484(N)    085 09 43.95332(W) AD(       ) 2
 FC1245  NAD 83(1986)-  35 02 14.46528(N)    085 09 43.95255(W) AD(       ) 2
 FC1245  NAD 27      -  35 02 14.19650(N)    085 09 44.12240(W) AD(       ) 2
 FC1245  NGVD 29 (??/??/92)  239.379  (m)          785.36   (f) ADJ UNCH    2 0
 FC1245
 FC1245.Superseded values are not recommended for survey control.
 FC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1245.See file dsdata.txt to determine how the superseded data were derived.
 FC1245
 FC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6763578729(NAD 83)
 FC1245_MARKER: DE = TRAVERSE STATION DISK
 FC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1245_STAMPING: IGOU 1961
 FC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1245+STABILITY: SURFACE MOTION
 FC1245
 FC1245  HISTORY     - Date     Condition        Report By
 FC1245  HISTORY     - 1961     MONUMENTED       CGS
 FC1245  HISTORY     - 1962     GOOD             NGS
 FC1245  HISTORY     - 1964     GOOD             CGS
 FC1245  HISTORY     - 1972     GOOD             NGS
 FC1245  HISTORY     - 1975     GOOD             NGS
 FC1245  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1245
 FC1245                          STATION DESCRIPTION
 FC1245
 FC1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1245'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DOWNTOWN
 FC1245'CHATTANOOGA, ABOUT 6 MILES SOUTHWEST OF OOLTEWAH, ABOUT MIDWAY
 FC1245'BETWEEN SHALLOWFORD ROAD AND IGOU GAP ROAD AND ON THE WEST SIDE OF
 FC1245'INTERSTATE HIGHWAY 75.
 FC1245'
 FC1245'TO REACH THE STATION FROM THE BRAINERD STATION POST OFFICE IN
 FC1245'CHATTANOOGA, GO NORTH ON U.S. HIGHWAY 11 AND 64 FOR 4.55 MILES TO A
 FC1245'CROSSROAD, TURN RIGHT, EAST, ON SHALLOWFORD ROAD AND GO 0.4 MILE TO A
 FC1245'BRIDGE OVER INTERSTATE HIGHWAY 75 AND THE AZIMUTH MARK, TURN
 FC1245'RIGHT, SOUTH, ON THE WEST END OF THE BRIDGE AND GO 0.6 MILE ON THE
 FC1245'INTERSTATE TO THE STATION ON THE RIGHT.
 FC1245'
 FC1245'STATION MARK IS 4 FEET EAST OF A WIRE FENCE, 3.3 FEET SOUTH OF A
 FC1245'METAL WITNESS POST AND 2 FEET WEST OF A HIGHWAY CUT.  THE MARK IS A
 FC1245'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 FC1245'3 INCHES AND IS STAMPED IGOU 1961.
 FC1245'
 FC1245'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A WIRE FENCE AND 2 FEET WEST
 FC1245'OF A HIGHWAY CUT. THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1245'CONCRETE POST, WHICH PROJECTS 3 INCHES AND IS STAMPED IGOU NO 1
 FC1245'1961.
 FC1245'
 FC1245'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A WIRE FENCE AND 3 FEET WEST
 FC1245'OF A HIGHWAY CUT. THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1245'CONCRETE POST, WHICH PROJECTS 3 INCHES AND IS STAMPED IGOU NO 2
 FC1245'1961.
 FC1245'
 FC1245'AZIMUTH MARK IS 6.8 FEET WEST OF THE EAST END OF A SIDE WALK, 1.4
 FC1245'FEET SOUTH OF THE EDGE OF THE SIDE WALK AND 1.1 FEET NORTH OF A
 FC1245'METAL GUARD RAIL. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 FC1245'HOLE IN A SIDE WALK AND IS STAMPED IGOU 1961.
 FC1245'
 FC1245'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FC1245
 FC1245                          STATION RECOVERY (1962)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1245'2.4 MI E FROM EAST BRAINERD.
 FC1245'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1245'ROAD GO EAST ON EAST BRAINERD ROAD 0.5 MILE TO THE INTERSTATE
 FC1245'HIGHWAY AND TURN LEFT 1.3 MILE TO A LARGE CUT AND THE MARK ON
 FC1245'THE LEFT, 4 FEET EAST OF A WIRE FENCE, 3.3 FEET SOUTH OF A
 FC1245'METAL WITNESS POST, 2 FEET WEST OF 40 FOOT BANK.  A STANDARD
 FC1245'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1245'3 INCHES AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE INTERSTATE
 FC1245'HIGHWAY.
 FC1245
 FC1245                          STATION RECOVERY (1964)
 FC1245
 FC1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1245'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1245'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961
 FC1245'DESCRIPTION IS ADEQUATE EXCEPT THE WIRE FENCE HAS BEEN REPLACED
 FC1245'BY A CYCLONE FENCE.
 FC1245'
 FC1245'THE STATION MARK IS 1 FOOT EAST OF THE CYCLONE FENCE.  REFERENCE
 FC1245'MARK NO. 1 IS 1 INCH EAST OF THE CYCLONE FENCE.  REFERENCE MARK
 FC1245'NO. 2 IS 6 INCHES EAST OF THE CYCLONE FENCE.
 FC1245
 FC1245                          STATION RECOVERY (1972)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1245'GOOD DESCRIPTION GOOD.
 FC1245'
 FC1245'IGOU 1961
 FC1245
 FC1245                          STATION RECOVERY (1975)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1245'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 FC1245'STATION SITE IS OVERGROWN BY TREES AND COULD NOT BE OCCUPIED.  THE
 FC1245'DESCRIPTION IS GOOD WITH THE FOLLOWING--
 FC1245'
 FC1245'REFERENCE MARK 1 IS DIRECTLY UNDERNEATH THE FENCE LINE AND
 FC1245'REFERENCE MARK 2 IS 2 FEET EAST OF THE FENCE AND 1 FOOT WEST OF
 FC1245'A TWIN TRUNK 6 INCH LOCUST TREE.
 FC1245'
 FC1245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1245'ABOUT 6 MILES SOUTHWEST OF OOLTEWAH.
 FC1245
 FC1245                          STATION RECOVERY (1983)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1245'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1243 ***********************************************************************
 FC1243  DESIGNATION -  IGOU AZ MK
 FC1243  PID         -  FC1243
 FC1243  STATE/COUNTY-  TN/HAMILTON
 FC1243  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1243
 FC1243                         *CURRENT SURVEY CONTROL
 FC1243  ___________________________________________________________________
 FC1243* NAD 83(1986)-  35 02 34.     (N)    085 09 20.     (W)     SCALED    
 FC1243* NAVD 88     -       226.515  (meters)     743.16   (feet)  ADJUSTED  
 FC1243  ___________________________________________________________________
 FC1243  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FC1243  DYNAMIC HT  -         226.289 (meters)     742.42  (feet)  COMP
 FC1243  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 FC1243
 FC1243  VERT ORDER  -  FIRST     CLASS II
 FC1243
 FC1243.The horizontal coordinates were scaled from a topographic map and have
 FC1243.an estimated accuracy of +/- 6 seconds.
 FC1243
 FC1243.The orthometric height was determined by differential leveling
 FC1243.and adjusted by the National Geodetic Survey in June 1991..
 FC1243.WARNING-Repeat measurements at this control monument indicate possible
 FC1243.vertical movement.
 FC1243
 FC1243.The geoid height was determined by GEOID03.
 FC1243
 FC1243.The dynamic height is computed by dividing the NAVD 88
 FC1243.geopotential number by the normal gravity value computed on the
 FC1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1243.degrees latitude (g = 980.6199 gals.).
 FC1243
 FC1243.The modeled gravity was interpolated from observed gravity values.
 FC1243
 FC1243;                    North         East    Units  Estimated Accuracy
 FC1243;SPC TN       -    79,050.      677,050.      MT  (+/- 180 meters Scaled)
 FC1243
 FC1243                          SUPERSEDED SURVEY CONTROL
 FC1243
 FC1243  NGVD 29 (??/??/92)  226.519  (m)          743.17   (f) ADJ UNCH    1 2
 FC1243
 FC1243.Superseded values are not recommended for survey control.
 FC1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1243.See file dsdata.txt to determine how the superseded data were derived.
 FC1243
 FC1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD682793(NAD 83)
 FC1243_MARKER: DZ = AZIMUTH MARK DISK
 FC1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1243_SP_SET: OVERPASS
 FC1243_STAMPING: IGOU 1961
 FC1243_MARK LOGO: CGS   
 FC1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1243
 FC1243  HISTORY     - Date     Condition        Report By
 FC1243  HISTORY     - 1961     MONUMENTED       CGS
 FC1243  HISTORY     - 1962     GOOD             NGS
 FC1243  HISTORY     - 1983     GOOD             NGS
 FC1243  HISTORY     - 1989     GOOD             USPSQD
 FC1243
 FC1243                          STATION DESCRIPTION
 FC1243
 FC1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1243'2.9 MI E FROM EAST BRAINERD.
 FC1243'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1243'ROAD GO EAST ON EAST BRAINERD ROAD 0.5 TO THE INTERSTATE HIGHWAY
 FC1243'AND TURN LEFT AND GO 1.8 MILES TO A OVERPASS AND MARK IS SET
 FC1243'IN THE SOUTHEAST CORNER OF SIDEWALK ON THE OVERPASS, 6.8 FEET
 FC1243'WEST OF THE EAST END OF A SIDEWALK, 1.4 FEET SOUTH OF THE EDGE OF
 FC1243'THE SIDE WALK, 1.1 FEET NORTH OF A METAL GUARD RAIL.  A STANDARD
 FC1243'AZIMUTH MARK DISK SET IN A DRILL HOLE 6 INCHES ABOVE THE LEVEL
 FC1243'OF THE ROAD.
 FC1243
 FC1243                          STATION RECOVERY (1983)
 FC1243
 FC1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1243'RECOVERED IN GOOD CONDITION.
 FC1243
 FC1243                          STATION RECOVERY (1989)
 FC1243
 FC1243'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1244 ***********************************************************************
 FC1244  DESIGNATION -  IGOU RM 1
 FC1244  PID         -  FC1244
 FC1244  STATE/COUNTY-  TN/HAMILTON
 FC1244  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1244
 FC1244                         *CURRENT SURVEY CONTROL
 FC1244  ___________________________________________________________________
 FC1244* NAD 83(1986)-  35 02 14.     (N)    085 09 44.     (W)     SCALED    
 FC1244* NAVD 88     -       239.571  (meters)     785.99   (feet)  ADJUSTED  
 FC1244  ___________________________________________________________________
 FC1244  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1244  DYNAMIC HT  -         239.333 (meters)     785.21  (feet)  COMP
 FC1244  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1244
 FC1244  VERT ORDER  -  SECOND    CLASS 0
 FC1244
 FC1244.The horizontal coordinates were scaled from a topographic map and have
 FC1244.an estimated accuracy of +/- 6 seconds.
 FC1244
 FC1244.The orthometric height was determined by differential leveling
 FC1244.and adjusted by the National Geodetic Survey in June 1991..
 FC1244
 FC1244.The geoid height was determined by GEOID03.
 FC1244
 FC1244.The dynamic height is computed by dividing the NAVD 88
 FC1244.geopotential number by the normal gravity value computed on the
 FC1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1244.degrees latitude (g = 980.6199 gals.).
 FC1244
 FC1244.The modeled gravity was interpolated from observed gravity values.
 FC1244
 FC1244;                    North         East    Units  Estimated Accuracy
 FC1244;SPC TN       -    78,430.      676,450.      MT  (+/- 180 meters Scaled)
 FC1244
 FC1244                          SUPERSEDED SURVEY CONTROL
 FC1244
 FC1244  NGVD 29 (??/??/92)  239.592  (m)          786.06   (f) ADJ UNCH    2 0
 FC1244
 FC1244.Superseded values are not recommended for survey control.
 FC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1244.See file dsdata.txt to determine how the superseded data were derived.
 FC1244
 FC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD676787(NAD 83)
 FC1244_MARKER: DR = REFERENCE MARK DISK
 FC1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1244_STAMPING: IGOU NO 1 1961
 FC1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1244+STABILITY: SURFACE MOTION
 FC1244
 FC1244  HISTORY     - Date     Condition        Report By
 FC1244  HISTORY     - 1961     MONUMENTED       CGS
 FC1244  HISTORY     - 1962     GOOD             NGS
 FC1244  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1244
 FC1244                          STATION DESCRIPTION
 FC1244
 FC1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1244'2.4 MI E FROM EAST BRAINERD.
 FC1244'AT THE IGOU STATION SITE, 33.1 FEET NORTHEAST OF THE STATION,
 FC1244'4 FEET EAST OF A WIRE FENCE, 31 FEET SOUTH OF A METAL WITNESS
 FC1244'POST, 2 FEET WEST OF A HIGHWAY CUT.  A STANDARD REFERENCE MARK
 FC1244'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FC1244'AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 FC1244
 FC1244                          STATION RECOVERY (1983)
 FC1244
 FC1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1244'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1246 ***********************************************************************
 FC1246  DESIGNATION -  IGOU RM 2
 FC1246  PID         -  FC1246
 FC1246  STATE/COUNTY-  TN/HAMILTON
 FC1246  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1246
 FC1246                         *CURRENT SURVEY CONTROL
 FC1246  ___________________________________________________________________
 FC1246* NAD 83(1986)-  35 02 14.     (N)    085 09 44.     (W)     SCALED    
 FC1246* NAVD 88     -       239.142  (meters)     784.59   (feet)  ADJUSTED  
 FC1246  ___________________________________________________________________
 FC1246  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1246  DYNAMIC HT  -         238.904 (meters)     783.80  (feet)  COMP
 FC1246  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1246
 FC1246  VERT ORDER  -  SECOND    CLASS 0
 FC1246
 FC1246.The horizontal coordinates were scaled from a topographic map and have
 FC1246.an estimated accuracy of +/- 6 seconds.
 FC1246
 FC1246.The orthometric height was determined by differential leveling
 FC1246.and adjusted by the National Geodetic Survey in June 1991..
 FC1246
 FC1246.The geoid height was determined by GEOID03.
 FC1246
 FC1246.The dynamic height is computed by dividing the NAVD 88
 FC1246.geopotential number by the normal gravity value computed on the
 FC1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1246.degrees latitude (g = 980.6199 gals.).
 FC1246
 FC1246.The modeled gravity was interpolated from observed gravity values.
 FC1246
 FC1246;                    North         East    Units  Estimated Accuracy
 FC1246;SPC TN       -    78,430.      676,450.      MT  (+/- 180 meters Scaled)
 FC1246
 FC1246                          SUPERSEDED SURVEY CONTROL
 FC1246
 FC1246  NGVD 29 (??/??/92)  239.163  (m)          784.65   (f) ADJ UNCH    2 0
 FC1246
 FC1246.Superseded values are not recommended for survey control.
 FC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1246.See file dsdata.txt to determine how the superseded data were derived.
 FC1246
 FC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD676787(NAD 83)
 FC1246_MARKER: DR = REFERENCE MARK DISK
 FC1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1246_STAMPING: IGOU NO 2 1961
 FC1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1246+STABILITY: SURFACE MOTION
 FC1246
 FC1246  HISTORY     - Date     Condition        Report By
 FC1246  HISTORY     - 1961     MONUMENTED       CGS
 FC1246  HISTORY     - 1962     GOOD             NGS
 FC1246  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1246
 FC1246                          STATION DESCRIPTION
 FC1246
 FC1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1246'2.4 MI E FROM EAST BRAINERD.
 FC1246'AT THE IGOU STATION SITE, 33.5 SOUTHWEST OF THE STATION,
 FC1246'3 FEET EAST OF A WIRE FENCE, 3 FEET WEST OF A HIGHWAY CUT.  A
 FC1246'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1246'PROJECTING 3 INCHES AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE
 FC1246'INTERSTATE HIGHWAY.
 FC1246
 FC1246                          STATION RECOVERY (1983)
 FC1246
 FC1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1246'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2807 ***********************************************************************
 FE2807  DESIGNATION -  III
 FE2807  PID         -  FE2807
 FE2807  STATE/COUNTY-  TN/SHELBY
 FE2807  USGS QUAD   -  MILLINGTON (1997)
 FE2807
 FE2807                         *CURRENT SURVEY CONTROL
 FE2807  ___________________________________________________________________
 FE2807* NAD 83(1986)-  35 19 08.     (N)    089 59 36.     (W)     SCALED    
 FE2807* NAVD 88     -        79.629  (meters)     261.25   (feet)  ADJUSTED  
 FE2807  ___________________________________________________________________
 FE2807  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2807  DYNAMIC HT  -          79.559 (meters)     261.02  (feet)  COMP
 FE2807  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE2807
 FE2807  VERT ORDER  -  FIRST     CLASS II
 FE2807
 FE2807.The horizontal coordinates were scaled from a topographic map and have
 FE2807.an estimated accuracy of +/- 6 seconds.
 FE2807
 FE2807.The orthometric height was determined by differential leveling
 FE2807.and adjusted by the National Geodetic Survey in August 1995..
 FE2807
 FE2807.The geoid height was determined by GEOID03.
 FE2807
 FE2807.The dynamic height is computed by dividing the NAVD 88
 FE2807.geopotential number by the normal gravity value computed on the
 FE2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2807.degrees latitude (g = 980.6199 gals.).
 FE2807
 FE2807.The modeled gravity was interpolated from observed gravity values.
 FE2807
 FE2807;                    North         East    Units  Estimated Accuracy
 FE2807;SPC TN       -   116,760.      236,980.      MT  (+/- 180 meters Scaled)
 FE2807
 FE2807                          SUPERSEDED SURVEY CONTROL
 FE2807
 FE2807.No superseded survey control is available for this station.
 FE2807
 FE2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE278125(NAD 83)
 FE2807_MARKER: P = PIPE CAP
 FE2807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2807_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2807_STAMPING: III
 FE2807_MARK LOGO: NONE  
 FE2807_PROJECTION: FLUSH
 FE2807_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2807+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE2807_ROD/PIPE-DEPTH: 1.0  meters
 FE2807
 FE2807  HISTORY     - Date     Condition        Report By
 FE2807  HISTORY     - 1992     MONUMENTED       MLGW
 FE2807  HISTORY     - 19920116 GOOD             NGS
 FE2807  HISTORY     - 20021007 GOOD             USACE
 FE2807
 FE2807                          STATION DESCRIPTION
 FE2807
 FE2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2807'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2807'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FE2807'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 3.4 KM
 FE2807'(2.10 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, THENCE 1.1 KM
 FE2807'(0.70 MI) NORTHERLY ALONG WOODSTOCK CUBA ROAD, A WELDED POINT ON A
 FE2807'PIPE CAP ATTACHED TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A
 FE2807'7-INCH PVC PIPE FILLED WITH CONCRETE, 17.7 M (58.1 FT) NORTH OF THE
 FE2807'CENTER OF A DRIVEWAY, 13.8 M (45.3 FT) WEST-NORTHWEST OF A FIRE
 FE2807'HYDRANT, 12.4 M (40.7 FT) SOUTH OF THE CENTERLINE OF CAMBELL ROAD,
 FE2807'6.1 M (20.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD,
 FE2807'AND 0.6 M (2.0 FT) EAST OF A CHAIN-LINK FENCE CORNER.
 FE2807
 FE2807                          STATION RECOVERY (2002)
 FE2807
 FE2807'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2679 ***********************************************************************
 GC2679  DESIGNATION -  IMPACT
 GC2679  PID         -  GC2679
 GC2679  STATE/COUNTY-  TN/STEWART
 GC2679  USGS QUAD   -  ROARING SPRING (1982)
 GC2679
 GC2679                         *CURRENT SURVEY CONTROL
 GC2679  ___________________________________________________________________
 GC2679* NAD 83(1995)-  36 37 34.87731(N)    087 44 14.59794(W)     ADJUSTED  
 GC2679* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 GC2679  ___________________________________________________________________
 GC2679  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GC2679  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC2679
 GC2679  HORZ ORDER  -  SECOND
 GC2679
 GC2679.The horizontal coordinates were established by classical geodetic methods
 GC2679.and adjusted by the National Geodetic Survey in April 1999..
 GC2679
 GC2679.The orthometric height was scaled from a topographic map.
 GC2679
 GC2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2679
 GC2679.The geoid height was determined by GEOID03.
 GC2679
 GC2679;                    North         East     Units Scale Factor Converg.
 GC2679;SPC TN       -   255,797.372   444,600.088   MT  1.00004392   -1 01 01.7
 GC2679;SPC TN       -   839,228.54  1,458,658.79   sFT  1.00004392   -1 01 01.7
 GC2679;SPC KY1Z     - 1,034,415.510 1,322,225.858   MT  1.00014064   -1 13 12.6
 GC2679;SPC KY1Z     - 3,393,744.89  4,338,002.67   sFT  1.00014064   -1 13 12.6
 GC2679;SPC KY S     -   534,387.510   322,246.773   MT  1.00002114   -1 12 19.0
 GC2679;SPC KY S     - 1,753,236.36  1,057,237.95   sFT  1.00002114   -1 12 19.0
 GC2679;UTM  16      - 4,053,677.117   434,069.921   MT  0.99965355   -0 26 23.8
 GC2679
 GC2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2679!SPC TN       -   0.99997415  x   1.00004392  =   1.00001807
 GC2679!SPC KY1Z     -   0.99997415  x   1.00014064  =   1.00011479
 GC2679!SPC KY S     -   0.99997415  x   1.00002114  =   0.99999529
 GC2679!UTM  16      -   0.99997415  x   0.99965355  =   0.99962771
 GC2679
 GC2679|---------------------------------------------------------------------|
 GC2679| PID    Reference Object                     Distance      Geod. Az  |
 GC2679|                                                           dddmmss.s |
 GC2679| CG6621 IMPACT RM 2                          27.694 METERS 02059     |
 GC2679| CG6619 IMPACT AZ MK                                       0594002.9 |
 GC2679| CG6620 IMPACT RM 1                          25.691 METERS 26524     |
 GC2679|---------------------------------------------------------------------|
 GC2679
 GC2679                          SUPERSEDED SURVEY CONTROL
 GC2679
 GC2679  NAD 83(1995)-  36 37 34.87785(N)    087 44 14.59875(W) AD(       ) 2
 GC2679  NAD 83(1995)-  36 37 34.88277(N)    087 44 14.60124(W) AD(       ) 2
 GC2679  NAD 83(1986)-  36 37 34.88638(N)    087 44 14.60092(W) AD(       ) 2
 GC2679  NAD 27      -  36 37 34.70800(N)    087 44 14.53700(W) AD(       ) 2
 GC2679
 GC2679.Superseded values are not recommended for survey control.
 GC2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2679.See file dsdata.txt to determine how the superseded data were derived.
 GC2679
 GC2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3407053677(NAD 83)
 GC2679_MARKER: DS = TRIANGULATION STATION DISK
 GC2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2679
 GC2679  HISTORY     - Date     Condition        Report By
 GC2679  HISTORY     - 1953     MONUMENTED       CGS
 GC2679
 GC2679                          STATION DESCRIPTION
 GC2679
 GC2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2679'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF BUMPUS MILLS AND 5
 GC2679'MILES SOUTHWEST OF LAFAYETTE, NEAR THE SOUTHWEST CORNER OF THE
 GC2679'FORT CAMPBELL MILITARY RESERVATION. IT IS 56 FEET NORTHWEST OF THE
 GC2679'CENTER OF A GRAVEL ROAD (WEAVERS STORE ROAD) AND 15 FEET
 GC2679'NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2679'AND THE DISK IS STAMPED IMPACT 1953.
 GC2679'
 GC2679'REFERENCE MARK NO. 1 IS IN A WOODS, 81 FEET NORTHWEST OF THE CENTER
 GC2679'OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT 3 INCHES AND THE
 GC2679'DISK IS STAMPED IMPACT NO 1 1953.
 GC2679'
 GC2679'REFERENCE MARK NO. 2 IS IN A WOODS, 108 FEET NORTHWEST OF THE CENTER
 GC2679'OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2679'DISK IS STAMPED IMPACT NO 2 1953.
 GC2679'
 GC2679'FORT CAMPBELL ARTILLERY B.M. NO. 10 CAN BE USED AS AN AZIMUTH MARK.
 GC2679'IT IS 50 FEET SOUTHEAST OF THE CENTER OF WEAVERS STORE
 GC2679'ROAD BENEATH A WOODEN TARGET FRAME ABOUT 15 FEET HIGH. THE MARK IS A
 GC2679'CONCRETE CYLINDER ABOUT 12 INCHES IN DIAMETER, FLUSH WITH THE
 GC2679'GROUND WITH A BRASS SHELL CASING EMBEDDED IN THE TOP STAMPED 11TH.
 GC2679'ABN ARTY 1950 B.M.  NO 10 ELEV. 631.
 GC2679'
 GC2679'AZIMUTH MARK IS 48 FEET SOUTHEAST OF THE CENTER OF WEAVERS STORE
 GC2679'ROAD, 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 GC2679'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED IMPACT 1953.
 GC2679'
 GC2679'TO REACH THE STATION FORM THE INTERSECTION OF STATE HIGHWAY 107 AND
 GC2679'THE MAIN CROSS STREET IN LAFAYETTE, GO SOUTHWEST ON
 GC2679'HIGHWAY 107 FOR 0.9 MILE TO GATE NO. 19 AT THE FORT CAMPBELL MILITARY
 GC2679'RESERVATION, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO THE
 GC2679'INTERSECTION OF 52D STREET ROAD AND WEAVERS STORE ROAD CONTINUE
 GC2679'SOUTHWEST ON GRAVEL ROAD (WEAVERS STORE ROAD) FOR 3.7 MILES TO
 GC2679'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON GRAVEL ROAD
 GC2679'FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED,
 GC2679'CONTINUE AHEAD FOR 0.25 MILE TO FORT CAMPBELL ARTILLERY B.M. NO.
 GC2679'10 ON THE LEFT AS DESCRIBED.
 GC2679'
 GC2679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2468 ***********************************************************************
 FE2468  DESIGNATION -  INA
 FE2468  PID         -  FE2468
 FE2468  STATE/COUNTY-  TN/FAYETTE
 FE2468  USGS QUAD   -  WHITEVILLE (1981)
 FE2468
 FE2468                         *CURRENT SURVEY CONTROL
 FE2468  ___________________________________________________________________
 FE2468* NAD 83(1995)-  35 17 43.70025(N)    089 13 20.79384(W)     ADJUSTED  
 FE2468* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 FE2468  ___________________________________________________________________
 FE2468  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FE2468  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2468
 FE2468  HORZ ORDER  -  THIRD
 FE2468
 FE2468.The horizontal coordinates were established by classical geodetic methods
 FE2468.and adjusted by the National Geodetic Survey in April 1999..
 FE2468
 FE2468.The orthometric height was scaled from a topographic map.
 FE2468
 FE2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2468
 FE2468.The geoid height was determined by GEOID03.
 FE2468
 FE2468;                    North         East     Units Scale Factor Converg.
 FE2468;SPC TN       -   111,574.527   306,945.689   MT  0.99999229   -1 53 11.6
 FE2468;SPC TN       -   366,057.43  1,007,037.65   sFT  0.99999229   -1 53 11.6
 FE2468;UTM  16      - 3,908,075.870   297,913.148   MT  1.00010332   -1 17 04.4
 FE2468
 FE2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2468!SPC TN       -   0.99997924  x   0.99999229  =   0.99997153
 FE2468!UTM  16      -   0.99997924  x   1.00010332  =   1.00008256
 FE2468
 FE2468:                Primary Azimuth Mark                     Grid Az
 FE2468:SPC TN       -  INA AZ MK                                060 11 51.1
 FE2468:UTM  16      -  INA AZ MK                                059 35 43.9
 FE2468
 FE2468|---------------------------------------------------------------------|
 FE2468| PID    Reference Object                     Distance      Geod. Az  |
 FE2468|                                                           dddmmss.s |
 FE2468| CG3547 INA AZ MK                                          0581839.5 |
 FE2468| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 7.5 KM 0623630.0 |
 FE2468| CG3548 INA RM 1                              7.580 METERS 19008     |
 FE2468| CG3549 INA RM 2                             10.880 METERS 30444     |
 FE2468|---------------------------------------------------------------------|
 FE2468
 FE2468                          SUPERSEDED SURVEY CONTROL
 FE2468
 FE2468  NAD 83(1995)-  35 17 43.70537(N)    089 13 20.79515(W) AD(       ) 3
 FE2468  NAD 83(1995)-  35 17 43.70629(N)    089 13 20.79523(W) AD(       ) 3
 FE2468  NAD 83(1986)-  35 17 43.71210(N)    089 13 20.79421(W) AD(       ) 3
 FE2468  NAD 27      -  35 17 43.41200(N)    089 13 20.55230(W) AD(       ) 3
 FE2468
 FE2468.Superseded values are not recommended for survey control.
 FE2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2468.See file dsdata.txt to determine how the superseded data were derived.
 FE2468
 FE2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9791308076(NAD 83)
 FE2468_MARKER: DS = TRIANGULATION STATION DISK
 FE2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2468
 FE2468  HISTORY     - Date     Condition        Report By
 FE2468  HISTORY     - 1958     MONUMENTED       CGS
 FE2468
 FE2468                          STATION DESCRIPTION
 FE2468
 FE2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2468'THE STATION IS ABOUT 4.5 MILES SOUTHWEST OF WHITEVILLE, 8.0 MILES
 FE2468'NORTHEAST OF SOMERVILLE, AND ON THE PROPERTY OF D.W.  COVAN.  IT IS
 FE2468'12 FEET EAST OF A SMALL GATE, 13 FEET NORTHEAST OF A WHITE WITNESS
 FE2468'POST, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE
 FE2468'CONCRETE BLOCK HOUSE, 37 FEET SOUTHEAST OF A 4 FOOT SQUARE CONCRETE
 FE2468'BLOCK PUMP HOUSE, AND 50 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 FE2468'THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INA 1958.
 FE2468'
 FE2468'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AND JUNCTION OF U.S.
 FE2468'HIGHWAY 64 AND STATE HIGHWAY 76 IN SOMERVILLE, GO EAST ON U.S.
 FE2468'HIGHWAY 64 FOR 6.45 MILES TO A GRAVELED CROSSROAD.  CONTINUE EAST ON
 FE2468'U.S. HIGHWAY 64 FOR 1.85 MILES TO A DRIVEWAY LEFT, NORTH, TURN
 FE2468'LEFT AND GO 0.1 MILES TO THE STATION ON THE RIGHT, BEHIND THE HOUSE.
 FE2468'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.1 MILES TO
 FE2468'U.S. HIGHWAY 64, TURN LEFT, EAST AND GO 0.55 MILES TO A PAVED ROAD
 FE2468'LEFT, TURN LEFT, NORTH, AND GO 0.1 MILES ACROSS RAILROAD TRACKS
 FE2468'TO THE MARK ON THE RIGHT, EAST SIDE OF ROAD.
 FE2468'
 FE2468'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE, 12 FEET EAST OF THE
 FE2468'NORTHEAST CORNER OF THE HOUSE, 14 FEET SOUTH OF A WHITE WITNESS
 FE2468'POST, AND 31 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 FE2468'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INA NO 1 1958.
 FE2468'
 FE2468'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 13 FEET NORTHEAST OF
 FE2468'THE NORTHEAST CORNER OF A 4 FOOT SQUARE CONCRETE BLOCK PUMP HOUSE,
 FE2468'AND 26 FEET NORTH OF THE NORTH GATE POST.  THE MONUMENT IS FLUSH AND
 FE2468'THE DISK STAMPED INA NO 2 1958.
 FE2468'
 FE2468'THE AZIMUTH MARK IS SET IN A NORTH SOUTH FENCE LINE 1 FOOT NORTH OF
 FE2468'THE FENCE CORNER, 2 FEET SOUTH OF A WHITE WITNESS POST, 26 FEET
 FE2468'EAST OF THE CENTERLINE OF THE PAVED ROAD, AND 28 FEET SOUTHWEST OF A
 FE2468'4 FOOT OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 FE2468'IS STAMPED INA 1958.
 FE2468'
 FE2468'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0767 ***********************************************************************
 GC0767  DESIGNATION -  INDIAN
 GC0767  PID         -  GC0767
 GC0767  STATE/COUNTY-  TN/SUMNER
 GC0767  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0767
 GC0767                         *CURRENT SURVEY CONTROL
 GC0767  ___________________________________________________________________
 GC0767* NAD 83(1986)-  36 18 49.     (N)    086 35 32.     (W)     SCALED    
 GC0767* NAVD 88     -       165.731  (meters)     543.74   (feet)  ADJUSTED  
 GC0767  ___________________________________________________________________
 GC0767  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0767  DYNAMIC HT  -         165.592 (meters)     543.28  (feet)  COMP
 GC0767  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC0767
 GC0767  VERT ORDER  -  SECOND    CLASS 0
 GC0767
 GC0767.The horizontal coordinates were scaled from a topographic map and have
 GC0767.an estimated accuracy of +/- 6 seconds.
 GC0767
 GC0767.The orthometric height was determined by differential leveling
 GC0767.and adjusted by the National Geodetic Survey in June 1991..
 GC0767
 GC0767.The geoid height was determined by GEOID03.
 GC0767
 GC0767.The dynamic height is computed by dividing the NAVD 88
 GC0767.geopotential number by the normal gravity value computed on the
 GC0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0767.degrees latitude (g = 980.6199 gals.).
 GC0767
 GC0767.The modeled gravity was interpolated from observed gravity values.
 GC0767
 GC0767;                    North         East    Units  Estimated Accuracy
 GC0767;SPC TN       -   219,870.      546,820.      MT  (+/- 180 meters Scaled)
 GC0767
 GC0767                          SUPERSEDED SURVEY CONTROL
 GC0767
 GC0767  NGVD 29 (??/??/92)  165.795  (m)          543.95   (f) ADJ UNCH    2 0
 GC0767
 GC0767.Superseded values are not recommended for survey control.
 GC0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0767.See file dsdata.txt to determine how the superseded data were derived.
 GC0767
 GC0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366188(NAD 83)
 GC0767_MARKER: DD = SURVEY DISK
 GC0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0767_STAMPING: INDIAN 1961
 GC0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0767+STABILITY: SURFACE MOTION
 GC0767
 GC0767  HISTORY     - Date     Condition        Report By
 GC0767  HISTORY     - 1961     MONUMENTED       TNHD
 GC0767
 GC0767                          STATION DESCRIPTION
 GC0767
 GC0767'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0767'1.7 MI E FROM HENDERSONVILLE.
 GC0767'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0767'31E FOR 1.7 MILES TO THE STATION ON THE RIGHT.  THE STATION MARK
 GC0767'IS 67 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, AND 32.5 FEET
 GC0767'NORTH OF A WITNESS POST AND 36 FEET SOUTHWEST OF THE CENTERLINE
 GC0767'OF U.S. HIGHWAY 31E.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0767'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2195 ***********************************************************************
 GC2195  DESIGNATION -  INDIAN
 GC2195  PID         -  GC2195
 GC2195  STATE/COUNTY-  TN/SUMNER
 GC2195  USGS QUAD   -  HENDERSONVILLE (1983)
 GC2195
 GC2195                         *CURRENT SURVEY CONTROL
 GC2195  ___________________________________________________________________
 GC2195* NAD 83(1995)-  36 18 49.57099(N)    086 35 32.44101(W)     ADJUSTED  
 GC2195* NAVD 88     -       166.7    (meters)     547.     (feet)  VERTCON   
 GC2195  ___________________________________________________________________
 GC2195  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GC2195  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2195
 GC2195  HORZ ORDER  -  SECOND
 GC2195
 GC2195.The horizontal coordinates were established by classical geodetic methods
 GC2195.and adjusted by the National Geodetic Survey in April 1999..
 GC2195
 GC2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2195
 GC2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2195
 GC2195.The geoid height was determined by GEOID03.
 GC2195
 GC2195;                    North         East     Units Scale Factor Converg.
 GC2195;SPC TN       -   219,891.709   546,805.592   MT  0.99998337   -0 20 48.4
 GC2195;SPC TN       -   721,428.05  1,793,978.01   sFT  0.99998337   -0 20 48.4
 GC2195;UTM  16      - 4,018,828.112   536,595.000   MT  0.99961650   +0 14 29.1
 GC2195
 GC2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2195!SPC TN       -   0.99997845  x   0.99998337  =   0.99996182
 GC2195!UTM  16      -   0.99997845  x   0.99961650  =   0.99959496
 GC2195
 GC2195|---------------------------------------------------------------------|
 GC2195| PID    Reference Object                     Distance      Geod. Az  |
 GC2195|                                                           dddmmss.s |
 GC2195| GC0766 INDIAN RM 1                          14.440 METERS 06827     |
 GC2195| GC0768 INDIAN RM 2                          12.544 METERS 21125     |
 GC2195| CG6628 INDIAN AZ MK                                       2415703.6 |
 GC2195|---------------------------------------------------------------------|
 GC2195
 GC2195                          SUPERSEDED SURVEY CONTROL
 GC2195
 GC2195  NAD 83(1995)-  36 18 49.57245(N)    086 35 32.44271(W) AD(       ) 2
 GC2195  NAD 83(1995)-  36 18 49.57698(N)    086 35 32.44301(W) AD(       ) 2
 GC2195  NAD 83(1986)-  36 18 49.58135(N)    086 35 32.44316(W) AD(       ) 2
 GC2195  NAD 27      -  36 18 49.40060(N)    086 35 32.46510(W) AD(       ) 2
 GC2195  NGVD 29 (07/19/86)  166.8    (m)          547.     (f) VERT ANG       
 GC2195
 GC2195.Superseded values are not recommended for survey control.
 GC2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2195.See file dsdata.txt to determine how the superseded data were derived.
 GC2195
 GC2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3659518828(NAD 83)
 GC2195_MARKER: DD = SURVEY DISK
 GC2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2195
 GC2195  HISTORY     - Date     Condition        Report By
 GC2195  HISTORY     - 1961     MONUMENTED       TNHD
 GC2195  HISTORY     - 1972     GOOD             LOCENG
 GC2195
 GC2195                          STATION DESCRIPTION
 GC2195
 GC2195'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2195'STATION IS ABOUT 1.7 MILES EAST OF HENDERSONVILLE.
 GC2195'
 GC2195'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST
 GC2195'ON U.S. HIGHWAY 31E FOR 1.7 MILES TO THE STATION ON THE RIGHT AS
 GC2195'DESCRIBED.
 GC2195'
 GC2195'THE STATION IS 36 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC2195'HIGHWAY 31E, 67 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 GC2195'AND 32.5 FEET NORTH OF A WITNESS POST.  SURFACE AND UNDERGROUND DISK
 GC2195'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED INDIAN
 GC2195'1961.  THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 GC2195'THE SURFACE STATION MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2195'CONCRETE MONUMENT.
 GC2195'
 GC2195'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC2195'OF A DRIVEWAY.  THE DISK IS A STANDARD TENNESSEE HIGHWAY
 GC2195'DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE IN THE WEST END OF
 GC2195'A CULVERT AND IS STAMPED INDIAN RM-1 1961.
 GC2195'
 GC2195'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2195'U.S. HIGHWAY 31E AND IS 15 FEET NORTH OF A 12-INCH SUGAR MAPLE
 GC2195'TREE.  THE DISK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC2195'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2195'STAMPED INDIAN RM-2 1961.
 GC2195'
 GC2195'THE AZIMUTH MARK IS 49 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GC2195'HIGHWAY 31E, 16 FEET SOUTH OF A FENCE LINE, AND 13 FEET SOUTHEAST
 GC2195'OF A TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2195'DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE IN THE
 GC2195'NORTHEAST END OF A CULVERT AND THE DISK IS STAMPED INDIAN AZI 1961.
 GC2195'
 GC2195'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GC2195'HIGHWAY 31E FOR 0.8 MILE TO A MARK ON THE RIGHT AS DESCRIBED.
 GC2195'
 GC2195'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2195
 GC2195                          STATION RECOVERY (1972)
 GC2195
 GC2195'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GC2195'INDIAN 1961 RECOVERED IN GOOD CONDITION.
 GC2195'AZIMUTH MARK 1961 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0770 ***********************************************************************
 GC0770  DESIGNATION -  INDIAN AZ MK
 GC0770  PID         -  GC0770
 GC0770  STATE/COUNTY-  TN/SUMNER
 GC0770  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0770
 GC0770                         *CURRENT SURVEY CONTROL
 GC0770  ___________________________________________________________________
 GC0770* NAD 83(1986)-  36 18 31.     (N)    086 36 14.     (W)     SCALED    
 GC0770* NAVD 88     -       150.669  (meters)     494.32   (feet)  ADJUSTED  
 GC0770  ___________________________________________________________________
 GC0770  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0770  DYNAMIC HT  -         150.542 (meters)     493.90  (feet)  COMP
 GC0770  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GC0770
 GC0770  VERT ORDER  -  SECOND    CLASS 0
 GC0770
 GC0770.The horizontal coordinates were scaled from a topographic map and have
 GC0770.an estimated accuracy of +/- 6 seconds.
 GC0770
 GC0770.The orthometric height was determined by differential leveling
 GC0770.and adjusted by the National Geodetic Survey in June 1991..
 GC0770
 GC0770.The geoid height was determined by GEOID03.
 GC0770
 GC0770.The dynamic height is computed by dividing the NAVD 88
 GC0770.geopotential number by the normal gravity value computed on the
 GC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0770.degrees latitude (g = 980.6199 gals.).
 GC0770
 GC0770.The modeled gravity was interpolated from observed gravity values.
 GC0770
 GC0770;                    North         East    Units  Estimated Accuracy
 GC0770;SPC TN       -   219,330.      545,770.      MT  (+/- 180 meters Scaled)
 GC0770
 GC0770                          SUPERSEDED SURVEY CONTROL
 GC0770
 GC0770  NGVD 29 (??/??/??)  150.76   (m)          494.6    (f) RESET       3  
 GC0770
 GC0770.Superseded values are not recommended for survey control.
 GC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0770.See file dsdata.txt to determine how the superseded data were derived.
 GC0770
 GC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF355182(NAD 83)
 GC0770_MARKER: DD = SURVEY DISK
 GC0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0770_SP_SET: CULVERT
 GC0770_STAMPING: INDIAN AZI 1961
 GC0770_MARK LOGO: TNHD  
 GC0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0770
 GC0770  HISTORY     - Date     Condition        Report By
 GC0770  HISTORY     - 1961     MONUMENTED       TNHD
 GC0770
 GC0770                          STATION DESCRIPTION
 GC0770
 GC0770'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0770'0.9 MI E FROM HENDERSONVILLE.
 GC0770'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0770'31 FOR 0.9 MILE TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE
 GC0770'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GC0770'31E, 16 FEET SOUTH OF A FENCE LINE, AND 13 FEET SOUTHEAST OF
 GC0770'A TELEPHONE POLE.  THE DISK IS CEMENTED IN A DRILLED HOLE IN
 GC0770'THE NORTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0766 ***********************************************************************
 GC0766  DESIGNATION -  INDIAN RM 1
 GC0766  PID         -  GC0766
 GC0766  STATE/COUNTY-  TN/SUMNER
 GC0766  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0766
 GC0766                         *CURRENT SURVEY CONTROL
 GC0766  ___________________________________________________________________
 GC0766* NAD 83(1986)-  36 18 49.     (N)    086 35 32.     (W)     SCALED    
 GC0766* NAVD 88     -       165.842  (meters)     544.10   (feet)  ADJUSTED  
 GC0766  ___________________________________________________________________
 GC0766  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0766  DYNAMIC HT  -         165.703 (meters)     543.64  (feet)  COMP
 GC0766  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC0766
 GC0766  VERT ORDER  -  SECOND    CLASS 0
 GC0766
 GC0766.The horizontal coordinates were scaled from a topographic map and have
 GC0766.an estimated accuracy of +/- 6 seconds.
 GC0766
 GC0766.The orthometric height was determined by differential leveling
 GC0766.and adjusted by the National Geodetic Survey in June 1991..
 GC0766
 GC0766.The geoid height was determined by GEOID03.
 GC0766
 GC0766.The dynamic height is computed by dividing the NAVD 88
 GC0766.geopotential number by the normal gravity value computed on the
 GC0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0766.degrees latitude (g = 980.6199 gals.).
 GC0766
 GC0766.The modeled gravity was interpolated from observed gravity values.
 GC0766
 GC0766;                    North         East    Units  Estimated Accuracy
 GC0766;SPC TN       -   219,870.      546,820.      MT  (+/- 180 meters Scaled)
 GC0766
 GC0766                          SUPERSEDED SURVEY CONTROL
 GC0766
 GC0766  NGVD 29 (??/??/92)  165.906  (m)          544.31   (f) ADJ UNCH    2 0
 GC0766
 GC0766.Superseded values are not recommended for survey control.
 GC0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0766.See file dsdata.txt to determine how the superseded data were derived.
 GC0766
 GC0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366188(NAD 83)
 GC0766_MARKER: DD = SURVEY DISK
 GC0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0766_SP_SET: CULVERT
 GC0766_STAMPING: INDIAN RM-1 1961
 GC0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0766
 GC0766  HISTORY     - Date     Condition        Report By
 GC0766  HISTORY     - 1961     MONUMENTED       TNHD
 GC0766
 GC0766                          STATION DESCRIPTION
 GC0766
 GC0766'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0766'1.7 MI E FROM HENDERSONVILLE.
 GC0766'THIS MARK IS LOCATED AT THE INDIAN 1961 STATION SITE, 47.4
 GC0766'FEET EAST OF THE STATION, AND 20 FEET SOUTHWEST OF THE
 GC0766'CENTERLINE OF A DRIVEWAY.  THE DISK IS CEMENTED IN A DRILLED
 GC0766'HOLE IN THE WEST END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0768 ***********************************************************************
 GC0768  DESIGNATION -  INDIAN RM 2
 GC0768  PID         -  GC0768
 GC0768  STATE/COUNTY-  TN/SUMNER
 GC0768  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0768
 GC0768                         *CURRENT SURVEY CONTROL
 GC0768  ___________________________________________________________________
 GC0768* NAD 83(1986)-  36 18 49.     (N)    086 35 32.     (W)     SCALED    
 GC0768* NAVD 88     -       165.278  (meters)     542.25   (feet)  ADJUSTED  
 GC0768  ___________________________________________________________________
 GC0768  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0768  DYNAMIC HT  -         165.139 (meters)     541.79  (feet)  COMP
 GC0768  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC0768
 GC0768  VERT ORDER  -  SECOND    CLASS 0
 GC0768
 GC0768.The horizontal coordinates were scaled from a topographic map and have
 GC0768.an estimated accuracy of +/- 6 seconds.
 GC0768
 GC0768.The orthometric height was determined by differential leveling
 GC0768.and adjusted by the National Geodetic Survey in June 1991..
 GC0768
 GC0768.The geoid height was determined by GEOID03.
 GC0768
 GC0768.The dynamic height is computed by dividing the NAVD 88
 GC0768.geopotential number by the normal gravity value computed on the
 GC0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0768.degrees latitude (g = 980.6199 gals.).
 GC0768
 GC0768.The modeled gravity was interpolated from observed gravity values.
 GC0768
 GC0768;                    North         East    Units  Estimated Accuracy
 GC0768;SPC TN       -   219,870.      546,820.      MT  (+/- 180 meters Scaled)
 GC0768
 GC0768                          SUPERSEDED SURVEY CONTROL
 GC0768
 GC0768  NGVD 29 (??/??/92)  165.342  (m)          542.46   (f) ADJ UNCH    2 0
 GC0768
 GC0768.Superseded values are not recommended for survey control.
 GC0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0768.See file dsdata.txt to determine how the superseded data were derived.
 GC0768
 GC0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366188(NAD 83)
 GC0768_MARKER: DD = SURVEY DISK
 GC0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0768_STAMPING: INDIAN RM-2 1961
 GC0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0768+STABILITY: SURFACE MOTION
 GC0768
 GC0768  HISTORY     - Date     Condition        Report By
 GC0768  HISTORY     - 1961     MONUMENTED       TNHD
 GC0768
 GC0768                          STATION DESCRIPTION
 GC0768
 GC0768'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0768'1.7 MI E FROM HENDERSONVILLE.
 GC0768'THIS MARK IS LOCATED AT THE INDIAN 1961 STATION SITE, 41.2 FEET
 GC0768'SOUTHWEST OF THE STATION MARK, 55 FEET SOUTH OF THE CENTERLINE
 GC0768'OF U.S. HIGHWAY 31E, AND 15 FEET NORTH OF A 12-INCH SUGAR MAPLE
 GC0768'TREE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0768'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2234 ***********************************************************************
 GC2234  DESIGNATION -  INGLEWOOD STATE TB HOSP TANK
 GC2234  PID         -  GC2234
 GC2234  STATE/COUNTY-  TN/DAVIDSON
 GC2234  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2234
 GC2234                         *CURRENT SURVEY CONTROL
 GC2234  ___________________________________________________________________
 GC2234* NAD 83(1995)-  36 12 52.70299(N)    086 44 39.33126(W)     ADJUSTED  
 GC2234* NAVD 88     -                                                        
 GC2234  ___________________________________________________________________
 GC2234  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GC2234  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2234
 GC2234  HORZ ORDER  -  THIRD
 GC2234
 GC2234.The horizontal coordinates were established by classical geodetic methods
 GC2234.and adjusted by the National Geodetic Survey in April 1999..
 GC2234
 GC2234
 GC2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2234
 GC2234.The geoid height was determined by GEOID03.
 GC2234
 GC2234;                    North         East     Units Scale Factor Converg.
 GC2234;SPC TN       -   208,985.591   533,079.831   MT  0.99997040   -0 26 08.6
 GC2234;SPC TN       -   685,646.89  1,748,946.08   sFT  0.99997040   -0 26 08.6
 GC2234;UTM  16      - 4,007,785.872   522,986.759   MT  0.99960651   +0 09 03.9
 GC2234
 GC2234                          SUPERSEDED SURVEY CONTROL
 GC2234
 GC2234  NAD 83(1995)-  36 12 52.70477(N)    086 44 39.33328(W) AD(       ) 4
 GC2234  NAD 83(1995)-  36 12 52.70740(N)    086 44 39.33343(W) AD(       ) 4
 GC2234  NAD 83(1986)-  36 12 52.71317(N)    086 44 39.33438(W) AD(       ) 4
 GC2234  NAD 27      -  36 12 52.51500(N)    086 44 39.34100(W) AD(       ) 3
 GC2234
 GC2234.Superseded values are not recommended for survey control.
 GC2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2234.See file dsdata.txt to determine how the superseded data were derived.
 GC2234
 GC2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2298707786(NAD 83)
 GC2234_MARKER: 53 = ELEVATED TANK
 GC2234
 GC2234  HISTORY     - Date     Condition        Report By
 GC2234  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2234  HISTORY     - 1959     GOOD             CGS
 GC2234
 GC2234                          STATION DESCRIPTION
 GC2234
 GC2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2234'STATION IS THE METAL BALL AT THE CENTER OF THE TOP OF AN OVAL SHAPED
 GC2234'TANK, LOCATED NEAR THE WEST SIDE OF THE TENNESSEE STATE T.B.
 GC2234'HOSPITAL ABOUT 1 MILE SOUTHWEST OF INGLEWOOD AND NEAR THE NORTH CITY
 GC2234'LIMITS OF NASHVILLE. THE TANK IS ATOP A 4 LEGGED STEEL STRUCTURE,
 GC2234'PAINTED GRAY-GREEN AND IS ABOUT 130 FEET HIGH.
 GC2234
 GC2234                          STATION RECOVERY (1959)
 GC2234
 GC2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2234'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0027 ***********************************************************************
 FE0027  DESIGNATION -  INMAN
 FE0027  PID         -  FE0027
 FE0027  STATE/COUNTY-  TN/DECATUR
 FE0027  USGS QUAD   -  HOLLADAY (1987)
 FE0027
 FE0027                         *CURRENT SURVEY CONTROL
 FE0027  ___________________________________________________________________
 FE0027* NAD 83(1995)-  35 49 03.64287(N)    088 09 05.60210(W)     ADJUSTED  
 FE0027* NAVD 88     -       198.805  (meters)     652.25   (feet)  ADJUSTED  
 FE0027  ___________________________________________________________________
 FE0027  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FE0027  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0027  DYNAMIC HT  -         198.633 (meters)     651.68  (feet)  COMP
 FE0027  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0027
 FE0027  HORZ ORDER  -  SECOND
 FE0027  VERT ORDER  -  SECOND    CLASS 0
 FE0027
 FE0027.The horizontal coordinates were established by classical geodetic methods
 FE0027.and adjusted by the National Geodetic Survey in April 1999..
 FE0027
 FE0027.The orthometric height was determined by differential leveling
 FE0027.and adjusted by the National Geodetic Survey in June 1991..
 FE0027
 FE0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0027
 FE0027.The geoid height was determined by GEOID03.
 FE0027
 FE0027.The dynamic height is computed by dividing the NAVD 88
 FE0027.geopotential number by the normal gravity value computed on the
 FE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0027.degrees latitude (g = 980.6199 gals.).
 FE0027
 FE0027.The modeled gravity was interpolated from observed gravity values.
 FE0027
 FE0027;                    North         East     Units Scale Factor Converg.
 FE0027;SPC TN       -   166,823.657   405,587.907   MT  0.99994844   -1 15 34.6
 FE0027;SPC TN       -   547,320.61  1,330,666.32   sFT  0.99994844   -1 15 34.6
 FE0027;UTM  16      - 3,964,338.472   395,972.388   MT  0.99973335   -0 40 26.3
 FE0027
 FE0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0027!SPC TN       -   0.99997323  x   0.99994844  =   0.99992167
 FE0027!UTM  16      -   0.99997323  x   0.99973335  =   0.99970659
 FE0027
 FE0027|---------------------------------------------------------------------|
 FE0027| PID    Reference Object                     Distance      Geod. Az  |
 FE0027|                                                           dddmmss.s |
 FE0027| FE0028 INMAN RM 1                           30.328 METERS 14426     |
 FE0027| FE0026 INMAN RM 2                           23.921 METERS 23146     |
 FE0027|---------------------------------------------------------------------|
 FE0027
 FE0027                          SUPERSEDED SURVEY CONTROL
 FE0027
 FE0027  NAD 83(1995)-  35 49 03.64457(N)    088 09 05.60782(W) AD(       ) 2
 FE0027  NAD 83(1986)-  35 49 03.65297(N)    088 09 05.60268(W) AD(       ) 2
 FE0027  NAD 27      -  35 49 03.42260(N)    088 09 05.46390(W) AD(       ) 2
 FE0027  NGVD 29 (??/??/??)  198.826  (m)          652.32   (f) ADJUSTED    2 0
 FE0027
 FE0027.Superseded values are not recommended for survey control.
 FE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0027.See file dsdata.txt to determine how the superseded data were derived.
 FE0027
 FE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9597264338(NAD 83)
 FE0027_MARKER: DE = TRAVERSE STATION DISK
 FE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0027_STAMPING: INMAN 1959
 FE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0027+STABILITY: SURFACE MOTION
 FE0027
 FE0027  HISTORY     - Date     Condition        Report By
 FE0027  HISTORY     - 1959     MONUMENTED       CGS
 FE0027  HISTORY     - 1959     GOOD             CGS
 FE0027  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0027
 FE0027                          STATION DESCRIPTION
 FE0027
 FE0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0027'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF PARSONS AND ABOUT 4
 FE0027'MILES SOUTH OF HOLLADAY ON A WOODED HILL ON THE PROPERTY OWNED
 FE0027'BY MRS. ANNA DODDS.
 FE0027'
 FE0027'TO REACH THE STATION FROM THE HOLLADAY POST OFFICE WHICH IS ABOUT
 FE0027'12.5 MILES SOUTH OF CAMDEN, GO SOUTH ON STATE HIGHWAY 69 FOR 0.1
 FE0027'MILE TO A T-JUNCTION, TURN RIGHT AND GO 0.3 MILE TO THE END OF
 FE0027'BLACKTOP ROAD AND A ROAD TO THE RIGHT. GO STRAIGHT AHEAD, SOUTH,
 FE0027'ON GRAVELED ROAD FOR 0.8 MILE TO A FORK, TAKE THE LEFT ROAD FOR 1.2
 FE0027'MILES TO ANOTHER FORK, TAKE THE ROAD LEFT, UP HILL, SOUTH, FOR 1.5
 FE0027'MILES TO A ROAD TO THE LEFT AND A MAIL BOX, R.E. AND R.C. HAYNES,
 FE0027'CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.6 MILE TO A DIM TRACK
 FE0027'ROAD ON THE RIGHT LEADING BACK AND TO AN OLD ABANDONED HOUSE ON
 FE0027'TOP OF THE HILL.
 FE0027'
 FE0027'THE STATION MARK IS 183 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 FE0027'ROAD, 21 FEET NORTH OF THE NORTHEAST CORNER OF THE OLD HOUSE AND 5
 FE0027'FEET NORTH-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE
 FE0027'DISK, STAMPED INMAN 1959 AND SET IN THE TOP OF A SQUARE CONCRETE
 FE0027'POST PROJECTING 1 INCH, WITH AN UNDERGROUND MARK.
 FE0027'
 FE0027'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 83 FEET NORTH
 FE0027'OF THE GRAVELED ROAD AND 6 FEET NORTH OF A SMALL PEACH TREE. IT IS
 FE0027'ABOUT 4 FEET LOWER THAN THE STATION, PROJECTS 1 INCH AND IS STAMPED
 FE0027'INMAN NO 1 1959.
 FE0027'
 FE0027'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL 47 FEET WEST OF
 FE0027'THE NORTHWEST CORNER OF THE OLD HOUSE AND 5 FEET NORTH OF THE
 FE0027'TRACK ROAD. IT IS ABOUT 2 FEET LOWER THAN THE STATION, PROJECTS 1
 FE0027'INCH AND IS STAMPED INMAN NO 2 1959.
 FE0027'
 FE0027'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FE0027
 FE0027                          STATION RECOVERY (1959)
 FE0027
 FE0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0027'22.8 MI SE FROM YUMA.
 FE0027'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0027'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0027'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO
 FE0027'A T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0027'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0027'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6
 FE0027'MILE NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.75 MILE
 FE0027'NORTHEAST ON SHILOH TRAIL, THENCE 2.4 MILE EAST AND SOUTH ON A
 FE0027'GRAVELED ROAD, THENCE 1.5 MILE EAST ON A GRAVELED ROAD, THENCE
 FE0027'0.2 MILE TO A DIM TRACK ROAD LEADING TO AN OLD ABANDONED HOUSE
 FE0027'ON THE TOP OF A HILL, 183 FT. NORTH OF THE CENTER OF THE GRAVELED
 FE0027'ROAD, 21 FT. NORTH OF THE NORTHEAST CORNER OF THE OLD HOUSE, AND
 FE0027'5 FT. NORTH-NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF
 FE0027'A CONCRETE POST PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 FE0027'GROUND.
 FE0027
 FE0027                          STATION RECOVERY (1972)
 FE0027
 FE0027'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE0027'NOT FOUND.  AREA HAS BEEN GRADED BELIEVED DESTROYED.
 FE0027'
 FE0027'INMAN RM 1-NOT FOUND.  BELIEVED DESTROYED.
 FE0027'
 FE0027'INMAN RM 2-NOT FOUND.  BELIEVED DESTROYED.
 FE0027'
 FE0027'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 12.0 MI. NORTH OF
 FE0027'PARSONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0028 ***********************************************************************
 FE0028  DESIGNATION -  INMAN RM 1
 FE0028  PID         -  FE0028
 FE0028  STATE/COUNTY-  TN/DECATUR
 FE0028  USGS QUAD   -  HOLLADAY (1987)
 FE0028
 FE0028                         *CURRENT SURVEY CONTROL
 FE0028  ___________________________________________________________________
 FE0028* NAD 83(1986)-  35 49 02.     (N)    088 09 05.     (W)     SCALED    
 FE0028* NAVD 88     -       197.483  (meters)     647.91   (feet)  ADJUSTED  
 FE0028  ___________________________________________________________________
 FE0028  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0028  DYNAMIC HT  -         197.312 (meters)     647.35  (feet)  COMP
 FE0028  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0028
 FE0028  VERT ORDER  -  SECOND    CLASS 0
 FE0028
 FE0028.The horizontal coordinates were scaled from a topographic map and have
 FE0028.an estimated accuracy of +/- 6 seconds.
 FE0028
 FE0028.The orthometric height was determined by differential leveling
 FE0028.and adjusted by the National Geodetic Survey in June 1991..
 FE0028
 FE0028.The geoid height was determined by GEOID03.
 FE0028
 FE0028.The dynamic height is computed by dividing the NAVD 88
 FE0028.geopotential number by the normal gravity value computed on the
 FE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0028.degrees latitude (g = 980.6199 gals.).
 FE0028
 FE0028.The modeled gravity was interpolated from observed gravity values.
 FE0028
 FE0028;                    North         East    Units  Estimated Accuracy
 FE0028;SPC TN       -   166,770.      405,600.      MT  (+/- 180 meters Scaled)
 FE0028
 FE0028                          SUPERSEDED SURVEY CONTROL
 FE0028
 FE0028  NGVD 29 (??/??/??)  197.504  (m)          647.98   (f) ADJUSTED    2 0
 FE0028
 FE0028.Superseded values are not recommended for survey control.
 FE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0028.See file dsdata.txt to determine how the superseded data were derived.
 FE0028
 FE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE959642(NAD 83)
 FE0028_MARKER: DR = REFERENCE MARK DISK
 FE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0028_STAMPING: INMAN NO 1 1959
 FE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0028+STABILITY: SURFACE MOTION
 FE0028
 FE0028  HISTORY     - Date     Condition        Report By
 FE0028  HISTORY     - 1959     MONUMENTED       CGS
 FE0028
 FE0028                          STATION DESCRIPTION
 FE0028
 FE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0028'22.8 MI SE FROM YUMA.
 FE0028'THIS MARK IS LOCATED AT THE INMAN 1959 STATION SITE, 99.5 FT.
 FE0028'SOUTHEAST OF THE STATION MARK, ON THE SOUTH SLOPE OF A HILL,
 FE0028'83 FT. NORTH OF THE GRAVELED ROAD AND 6 FT. NORTH OF A SMALL
 FE0028'PEACH TREE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0026 ***********************************************************************
 FE0026  DESIGNATION -  INMAN RM 2
 FE0026  PID         -  FE0026
 FE0026  STATE/COUNTY-  TN/DECATUR
 FE0026  USGS QUAD   -  HOLLADAY (1987)
 FE0026
 FE0026                         *CURRENT SURVEY CONTROL
 FE0026  ___________________________________________________________________
 FE0026* NAD 83(1986)-  35 49 03.     (N)    088 09 04.     (W)     SCALED    
 FE0026* NAVD 88     -       197.914  (meters)     649.32   (feet)  ADJUSTED  
 FE0026  ___________________________________________________________________
 FE0026  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0026  DYNAMIC HT  -         197.742 (meters)     648.76  (feet)  COMP
 FE0026  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0026
 FE0026  VERT ORDER  -  SECOND    CLASS 0
 FE0026
 FE0026.The horizontal coordinates were scaled from a topographic map and have
 FE0026.an estimated accuracy of +/- 6 seconds.
 FE0026
 FE0026.The orthometric height was determined by differential leveling
 FE0026.and adjusted by the National Geodetic Survey in June 1991..
 FE0026
 FE0026.The geoid height was determined by GEOID03.
 FE0026
 FE0026.The dynamic height is computed by dividing the NAVD 88
 FE0026.geopotential number by the normal gravity value computed on the
 FE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0026.degrees latitude (g = 980.6199 gals.).
 FE0026
 FE0026.The modeled gravity was interpolated from observed gravity values.
 FE0026
 FE0026;                    North         East    Units  Estimated Accuracy
 FE0026;SPC TN       -   166,800.      405,630.      MT  (+/- 180 meters Scaled)
 FE0026
 FE0026                          SUPERSEDED SURVEY CONTROL
 FE0026
 FE0026  NGVD 29 (??/??/??)  197.935  (m)          649.39   (f) ADJUSTED    2 0
 FE0026
 FE0026.Superseded values are not recommended for survey control.
 FE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0026.See file dsdata.txt to determine how the superseded data were derived.
 FE0026
 FE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE960643(NAD 83)
 FE0026_MARKER: DR = REFERENCE MARK DISK
 FE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0026_STAMPING: INMAN NO 2 1959
 FE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0026+STABILITY: SURFACE MOTION
 FE0026
 FE0026  HISTORY     - Date     Condition        Report By
 FE0026  HISTORY     - 1959     MONUMENTED       CGS
 FE0026
 FE0026                          STATION DESCRIPTION
 FE0026
 FE0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0026'22.8 MI SE FROM YUMA.
 FE0026'THIS MARK IS LOCATED AT THE INMAN 1959 STATION SITE, 78.5 FT.
 FE0026'WEST OF THE STATION MARK ON THE WEST SLOPE OF A HILL, 47 FT. WEST
 FE0026'OF THE NORTHWEST CORNER OF THE OLD HOUSE AND 5 FT. NORTH OF A
 FE0026'TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1
 FE0026'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2364 ***********************************************************************
 GA2364  DESIGNATION -  INSKIP RESET
 GA2364  PID         -  GA2364
 GA2364  STATE/COUNTY-  TN/KNOX
 GA2364  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2364
 GA2364                         *CURRENT SURVEY CONTROL
 GA2364  ___________________________________________________________________
 GA2364* NAD 83(1986)-  36 00 39.     (N)    083 57 45.     (W)     SCALED    
 GA2364* NAVD 88     -       319.143  (meters)    1047.06   (feet)  ADJUSTED  
 GA2364  ___________________________________________________________________
 GA2364  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2364  DYNAMIC HT  -         318.845 (meters)    1046.08  (feet)  COMP
 GA2364  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA2364
 GA2364  VERT ORDER  -  FIRST     CLASS I
 GA2364
 GA2364.The horizontal coordinates were scaled from a topographic map and have
 GA2364.an estimated accuracy of +/- 6 seconds.
 GA2364
 GA2364.The orthometric height was determined by differential leveling
 GA2364.and adjusted by the National Geodetic Survey in June 1991..
 GA2364
 GA2364.The geoid height was determined by GEOID03.
 GA2364
 GA2364.The dynamic height is computed by dividing the NAVD 88
 GA2364.geopotential number by the normal gravity value computed on the
 GA2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2364.degrees latitude (g = 980.6199 gals.).
 GA2364
 GA2364.The modeled gravity was interpolated from observed gravity values.
 GA2364
 GA2364;                    North         East    Units  Estimated Accuracy
 GA2364;SPC TN       -   188,030.      783,660.      MT  (+/- 180 meters Scaled)
 GA2364
 GA2364                          SUPERSEDED SURVEY CONTROL
 GA2364
 GA2364  NGVD 29 (??/??/92)  319.261  (m)         1047.44   (f) ADJ UNCH    1 1
 GA2364
 GA2364.Superseded values are not recommended for survey control.
 GA2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2364.See file dsdata.txt to determine how the superseded data were derived.
 GA2364
 GA2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV329892(NAD 83)
 GA2364_MARKER: DB = BENCH MARK DISK
 GA2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2364_STAMPING: INSKIP RESET 1967
 GA2364_MARK LOGO: TNHD  
 GA2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2364+STABILITY: SURFACE MOTION
 GA2364
 GA2364  HISTORY     - Date     Condition        Report By
 GA2364  HISTORY     - 1967     MONUMENTED       TNHD
 GA2364  HISTORY     - 1967     GOOD             NGS
 GA2364  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2364
 GA2364                          STATION DESCRIPTION
 GA2364
 GA2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2364'4 MI NW FROM KNOXVILLE.
 GA2364'ABOUT 4.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2364'STATION AT KNOXVILLE, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 4,
 GA2364'142 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF INSKIP ROAD
 GA2364'AND THE MAIN TRACK, 44 FEET NORTHEAST OF THE CENTER LINE OF A
 GA2364'BLACK TOP DRIVE LEADING NORTHWEST TO A ONE STORY BRICK HOUSE,
 GA2364'16 FEET NORTHWEST OF THE CENTER LINE OF INSKIP ROAD, 2 1/2 FEET
 GA2364'SOUTHWEST OF A TELEPHONE CABLE POLE, 2.6 FEET SOUTHWEST OF A
 GA2364'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 GA2364'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL
 GA2364'OF THE GROUND.
 GA2364
 GA2364                          STATION RECOVERY (1982)
 GA2364
 GA2364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2118 ***********************************************************************
 GA2118  DESIGNATION -  INTO
 GA2118  PID         -  GA2118
 GA2118  STATE/COUNTY-  TN/GRAINGER
 GA2118  USGS QUAD   -  BEAN STATION (1976)
 GA2118
 GA2118                         *CURRENT SURVEY CONTROL
 GA2118  ___________________________________________________________________
 GA2118* NAD 83(1995)-  36 21 12.12215(N)    083 22 11.11161(W)     ADJUSTED  
 GA2118* NAVD 88     -       441.386  (meters)    1448.11   (feet)  ADJUSTED  
 GA2118  ___________________________________________________________________
 GA2118  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GA2118  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2118  DYNAMIC HT  -         440.987 (meters)    1446.80  (feet)  COMP
 GA2118  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2118
 GA2118  HORZ ORDER  -  SECOND
 GA2118  VERT ORDER  -  SECOND    CLASS 0
 GA2118
 GA2118.The horizontal coordinates were established by classical geodetic methods
 GA2118.and adjusted by the National Geodetic Survey in April 1999..
 GA2118
 GA2118.The orthometric height was determined by differential leveling
 GA2118.and adjusted by the National Geodetic Survey in June 1991..
 GA2118
 GA2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2118
 GA2118.The geoid height was determined by GEOID03.
 GA2118
 GA2118.The dynamic height is computed by dividing the NAVD 88
 GA2118.geopotential number by the normal gravity value computed on the
 GA2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2118.degrees latitude (g = 980.6199 gals.).
 GA2118
 GA2118.The modeled gravity was interpolated from observed gravity values.
 GA2118
 GA2118;                    North         East     Units Scale Factor Converg.
 GA2118;SPC TN       -   227,296.912   836,059.319   MT  0.99998939   +1 32 23.5
 GA2118;SPC TN       -   745,723.29  2,742,971.28   sFT  0.99998939   +1 32 23.5
 GA2118;UTM  17      - 4,025,750.702   287,358.488   MT  1.00015714   -1 24 18.8
 GA2118
 GA2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2118!SPC TN       -   0.99993560  x   0.99998939  =   0.99992499
 GA2118!UTM  17      -   0.99993560  x   1.00015714  =   1.00009273
 GA2118
 GA2118|---------------------------------------------------------------------|
 GA2118| PID    Reference Object                     Distance      Geod. Az  |
 GA2118|                                                           dddmmss.s |
 GA2118| GA2119 INTO RM 1                            13.745 METERS 09142     |
 GA2118| DB9475 INTO AZ MK                                         2692049.7 |
 GA2118| GA2117 INTO RM 2                            13.317 METERS 30220     |
 GA2118|---------------------------------------------------------------------|
 GA2118
 GA2118                          SUPERSEDED SURVEY CONTROL
 GA2118
 GA2118  NAD 83(1995)-  36 21 12.12572(N)    083 22 11.11489(W) AD(       ) 2
 GA2118  NAD 83(1995)-  36 21 12.13086(N)    083 22 11.10750(W) AD(       ) 2
 GA2118  NAD 83(1995)-  36 21 12.12894(N)    083 22 11.11379(W) AD(       ) 2
 GA2118  NAD 83(1986)-  36 21 12.13110(N)    083 22 11.11359(W) AD(       ) 2
 GA2118  NAD 27      -  36 21 11.80780(N)    083 22 11.48305(W) AD(       ) 2
 GA2118  NGVD 29 (??/??/92)  441.513  (m)         1448.53   (f) ADJ UNCH    2 0
 GA2118
 GA2118.Superseded values are not recommended for survey control.
 GA2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2118.See file dsdata.txt to determine how the superseded data were derived.
 GA2118
 GA2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8735825751(NAD 83)
 GA2118_MARKER: DD = SURVEY DISK
 GA2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2118_STAMPING: INTO 1963
 GA2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2118+STABILITY: SURFACE MOTION
 GA2118
 GA2118  HISTORY     - Date     Condition        Report By
 GA2118  HISTORY     - 1963     MONUMENTED       TNHD
 GA2118  HISTORY     - 1963     GOOD             TNGS
 GA2118
 GA2118                          STATION DESCRIPTION
 GA2118
 GA2118'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2118'THE STATION IS LOCATED 2 MILES NORTHEAST OF THE VILLAGE OF ROCK
 GA2118'HAVEN.
 GA2118'
 GA2118'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA2118'U.S.  HIGHWAY 11W FOR
 GA2118'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E ON THE
 GA2118'RIGHT, TURN RIGHT GO 3.2 MILES
 GA2118'NORTH AND WEST ON U.S.  HIGHWAY 25E TO
 GA2118'THE STATION ON THE LEFT, CONTINUE FOR 0.4 MILES
 GA2118'TO THE AZIMUTH MARK
 GA2118'ON THE RIGHT.
 GA2118'
 GA2118'THE STATION IS 66 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 GA2118'ROAD, 35 FEET SOUTH OF
 GA2118'A HIGHWAY CUT AND 3 FEET NORTHWEST OF A WITNESS POST.
 GA2118'THE SURFACE AND UNDERGROUND
 GA2118'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2118'DEPARTMENT DISKS AND ARE STAMPED INTO 1963.
 GA2118'THE UNDERGROUND MARK IS
 GA2118'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN
 GA2118'A 10-INCH
 GA2118'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2118'
 GA2118'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF A HIGHWAY CUT AND 18 FEET
 GA2118'EAST OF THE APPROXIMATE
 GA2118'CENTER OF A CIRCULAR GRAVELED DRIVE.  IT IS A
 GA2118'STANDARD TENNESSEE HIGHWAY
 GA2118'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2118'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2118'STAMPED INTO RM-1 1963.
 GA2118'
 GA2118'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2118'U.S.  HIGHWAY 25E, 31
 GA2118'FEET EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD
 GA2118'AND 2.5 FEET NORTHEAST OF A SIGN
 GA2118'STOP.  IT IS A STANDARD TENNESSEE
 GA2118'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2118'FLUSH, CONCRETE
 GA2118'MONUMENT AND THE DISK IS STAMPED INTO RM-2 1963.
 GA2118'
 GA2118'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2118'U.S.  HIGHWAY 25E, 16
 GA2118'FEET NORTHWEST OF THE EDGE OF A HIGHWAY CUT AND ABOUT
 GA2118'10 FEET ABOVE THE ROAD, 5 FEET
 GA2118'WEST OF A 4-INCH PINE TREE, AND 2.1
 GA2118'FEET EAST OF A WITNESS POST .  THE MARK IS A
 GA2118'STANDARD TENNESSEE
 GA2118'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GA2118'OUT-CROPPING
 GA2118'BED ROCK AND THE DISK IS STAMPED INTO AZI 1963.
 GA2118'
 GA2118'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA2118
 GA2118                          STATION RECOVERY (1963)
 GA2118
 GA2118'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2118'6 MI NW FROM BEAN STATION.
 GA2118'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY
 GA2118'11W FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E ON THE
 GA2118'RIGHT, TURN RIGHT AND GO 3.2 MILES NORTH AND WEST ON U.S. HIGHWAY
 GA2118'25E TO THE STATION ON THE LEFT.  THE STATION IS 66 FEET EAST
 GA2118'OF THE CENTERLINE OF A PAVED ROAD, 35 FEET SOUTH OF A HIGHWAY
 GA2118'CUT AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A
 GA2118'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2118'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2119 ***********************************************************************
 GA2119  DESIGNATION -  INTO RM 1
 GA2119  PID         -  GA2119
 GA2119  STATE/COUNTY-  TN/GRAINGER
 GA2119  USGS QUAD   -  BEAN STATION (1976)
 GA2119
 GA2119                         *CURRENT SURVEY CONTROL
 GA2119  ___________________________________________________________________
 GA2119* NAD 83(1986)-  36 21 11.     (N)    083 22 11.     (W)     SCALED    
 GA2119* NAVD 88     -       440.908  (meters)    1446.55   (feet)  ADJUSTED  
 GA2119  ___________________________________________________________________
 GA2119  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2119  DYNAMIC HT  -         440.508 (meters)    1445.23  (feet)  COMP
 GA2119  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2119
 GA2119  VERT ORDER  -  SECOND    CLASS 0
 GA2119
 GA2119.The horizontal coordinates were scaled from a topographic map and have
 GA2119.an estimated accuracy of +/- 6 seconds.
 GA2119
 GA2119.The orthometric height was determined by differential leveling
 GA2119.and adjusted by the National Geodetic Survey in June 1991..
 GA2119
 GA2119.The geoid height was determined by GEOID03.
 GA2119
 GA2119.The dynamic height is computed by dividing the NAVD 88
 GA2119.geopotential number by the normal gravity value computed on the
 GA2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2119.degrees latitude (g = 980.6199 gals.).
 GA2119
 GA2119.The modeled gravity was interpolated from observed gravity values.
 GA2119
 GA2119;                    North         East    Units  Estimated Accuracy
 GA2119;SPC TN       -   227,260.      836,060.      MT  (+/- 180 meters Scaled)
 GA2119
 GA2119                          SUPERSEDED SURVEY CONTROL
 GA2119
 GA2119  NGVD 29 (??/??/92)  441.033  (m)         1446.96   (f) ADJ UNCH    2 0
 GA2119
 GA2119.Superseded values are not recommended for survey control.
 GA2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2119.See file dsdata.txt to determine how the superseded data were derived.
 GA2119
 GA2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA873257(NAD 83)
 GA2119_MARKER: DD = SURVEY DISK
 GA2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2119_STAMPING: INTO RM-1 1963
 GA2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2119+STABILITY: SURFACE MOTION
 GA2119
 GA2119  HISTORY     - Date     Condition        Report By
 GA2119  HISTORY     - 1963     MONUMENTED       TNHD
 GA2119
 GA2119                          STATION DESCRIPTION
 GA2119
 GA2119'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2119'6 MI NW FROM BEAN STATION.
 GA2119'THIS MARK IS LOCATED AT THE INTO 1963 STATION SITE, 58 FEET
 GA2119'SOUTH OF A HIGHWAY CUT, 45 FEET EAST OF THE STATION AND 18 FEET
 GA2119'EAST OF THE CENTERLINE OF A CIRCULAR GRAVELED DRIVE.  IT IS
 GA2119'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2119'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2119'DESCR. SEE STATION INTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2117 ***********************************************************************
 GA2117  DESIGNATION -  INTO RM 2
 GA2117  PID         -  GA2117
 GA2117  STATE/COUNTY-  TN/GRAINGER
 GA2117  USGS QUAD   -  BEAN STATION (1976)
 GA2117
 GA2117                         *CURRENT SURVEY CONTROL
 GA2117  ___________________________________________________________________
 GA2117* NAD 83(1986)-  36 21 11.     (N)    083 22 11.     (W)     SCALED    
 GA2117* NAVD 88     -       441.672  (meters)    1449.05   (feet)  ADJUSTED  
 GA2117  ___________________________________________________________________
 GA2117  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2117  DYNAMIC HT  -         441.272 (meters)    1447.74  (feet)  COMP
 GA2117  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2117
 GA2117  VERT ORDER  -  SECOND    CLASS 0
 GA2117
 GA2117.The horizontal coordinates were scaled from a topographic map and have
 GA2117.an estimated accuracy of +/- 6 seconds.
 GA2117
 GA2117.The orthometric height was determined by differential leveling
 GA2117.and adjusted by the National Geodetic Survey in June 1991..
 GA2117
 GA2117.The geoid height was determined by GEOID03.
 GA2117
 GA2117.The dynamic height is computed by dividing the NAVD 88
 GA2117.geopotential number by the normal gravity value computed on the
 GA2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2117.degrees latitude (g = 980.6199 gals.).
 GA2117
 GA2117.The modeled gravity was interpolated from observed gravity values.
 GA2117
 GA2117;                    North         East    Units  Estimated Accuracy
 GA2117;SPC TN       -   227,260.      836,060.      MT  (+/- 180 meters Scaled)
 GA2117
 GA2117                          SUPERSEDED SURVEY CONTROL
 GA2117
 GA2117  NGVD 29 (??/??/92)  441.798  (m)         1449.47   (f) ADJ UNCH    2 0
 GA2117
 GA2117.Superseded values are not recommended for survey control.
 GA2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2117.See file dsdata.txt to determine how the superseded data were derived.
 GA2117
 GA2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA873257(NAD 83)
 GA2117_MARKER: DD = SURVEY DISK
 GA2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2117_STAMPING: INTO RM-2 1963
 GA2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2117+STABILITY: SURFACE MOTION
 GA2117
 GA2117  HISTORY     - Date     Condition        Report By
 GA2117  HISTORY     - 1963     MONUMENTED       TNHD
 GA2117
 GA2117                          STATION DESCRIPTION
 GA2117
 GA2117'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2117'6 MI NW FROM BEAN STATION.
 GA2117'THIS MARK IS LOCATED AT THE INTO 1963 STATION SITE, 36 FEET
 GA2117'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 44 FEET NORTHWEST
 GA2117'OF THE STATION, 31 FEET EAST OF THE CENTERLINE OF A PAVED ROAD
 GA2117'AND 2.5 FEET NORTHEAST OF A SIGN STOP.  THE MARK IS A STANDARD
 GA2117'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA2117'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2117'DESCR. SEE STATION INTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2168 ***********************************************************************
 FZ2168  DESIGNATION -  IRON
 FZ2168  PID         -  FZ2168
 FZ2168  STATE/COUNTY-  TN/JOHNSON
 FZ2168  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ2168
 FZ2168                         *CURRENT SURVEY CONTROL
 FZ2168  ___________________________________________________________________
 FZ2168* NAD 83(1995)-  36 31 00.21985(N)    081 52 03.70325(W)     ADJUSTED  
 FZ2168* NAVD 88     -      1273.     (meters)    4177.     (feet)  SCALED    
 FZ2168  ___________________________________________________________________
 FZ2168  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FZ2168  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ2168
 FZ2168  HORZ ORDER  -  THIRD
 FZ2168
 FZ2168.The horizontal coordinates were established by classical geodetic methods
 FZ2168.and adjusted by the National Geodetic Survey in April 1999..
 FZ2168
 FZ2168.The orthometric height was scaled from a topographic map.
 FZ2168
 FZ2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2168
 FZ2168.The geoid height was determined by GEOID03.
 FZ2168
 FZ2168;                    North         East     Units Scale Factor Converg.
 FZ2168;SPC TN       -   250,065.531   970,035.235   MT  1.00001928   +2 25 09.2
 FZ2168;SPC TN       -   820,423.33  3,182,523.93   sFT  1.00001928   +2 25 09.2
 FZ2168;UTM  17      - 4,041,613.667   422,309.157   MT  0.99967436   -0 30 58.9
 FZ2168
 FZ2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2168!SPC TN       -   0.99980512  x   1.00001928  =   0.99982440
 FZ2168!UTM  17      -   0.99980512  x   0.99967436  =   0.99947955
 FZ2168
 FZ2168|---------------------------------------------------------------------|
 FZ2168| PID    Reference Object                     Distance      Geod. Az  |
 FZ2168|                                                           dddmmss.s |
 FZ2168| DC3633 IRON RM 1                            12.079 METERS 00346     |
 FZ2168| DC3632 IRON AZ MK                                         0953621.9 |
 FZ2168| DC3634 IRON RM 2                             9.650 METERS 27328     |
 FZ2168| FZ2170 MC QUEEN LOOKOUT TOWER              APPROX. 7.8 KM 3215246.4 |
 FZ2168| FZ1197 MCQUEEN                             APPROX. 7.8 KM 3215622.5 |
 FZ2168|---------------------------------------------------------------------|
 FZ2168
 FZ2168                          SUPERSEDED SURVEY CONTROL
 FZ2168
 FZ2168  NAD 83(1995)-  36 31 00.22210(N)    081 52 03.70303(W) AD(       ) 3
 FZ2168  NAD 83(1995)-  36 31 00.23096(N)    081 52 03.70376(W) AD(       ) 3
 FZ2168  NAD 83(1986)-  36 31 00.23155(N)    081 52 03.70362(W) AD(       ) 3
 FZ2168  NAD 27      -  36 30 59.81174(N)    081 52 04.27889(W) AD(       ) 3
 FZ2168
 FZ2168.Superseded values are not recommended for survey control.
 FZ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2168.See file dsdata.txt to determine how the superseded data were derived.
 FZ2168
 FZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2230941614(NAD 83)
 FZ2168_MARKER: DD = SURVEY DISK
 FZ2168_SETTING: 80 = SET IN A BOULDER
 FZ2168
 FZ2168  HISTORY     - Date     Condition        Report By
 FZ2168  HISTORY     - 1934     MONUMENTED       USGS
 FZ2168
 FZ2168                          STATION DESCRIPTION
 FZ2168
 FZ2168'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FZ2168'ABOUT 4-1/2 MILES NORTHWEST OF MOUNTAIN CITY, 3 MILES SOUTH-SOUTHEAST
 FZ2168'OF CRANDULL, ON
 FZ2168'HIGHEST POINT OF TOP OF IRON MOUNTAIN IN UNAKA
 FZ2168'NATIONAL FOREST, 33.8 FEET
 FZ2168'SOUTHWEST OF WIRE PASTURE FENCE, AND 7.8
 FZ2168'FEET NORTH-NORTHWEST OF 24-INCH CHESTNUT TREE
 FZ2168'WITH TOP CUT OUT.  TO
 FZ2168'REACH FROM JUNCTION OF ROUTES 421 AND 67 IN MOUNTAIN CITY, GO
 FZ2168'NORTHWEST 6.7
 FZ2168'MILES ON ROUTE 421 TO TOP OF GRADE AND IRON MOUNTAIN
 FZ2168'WALK, FOLLOW TRAIL 1,600 FEET UP
 FZ2168'RIDGE TO RIGHT TO SIGN SHADY VALLEY
 FZ2168'3, FOLLOW RIGHT FORK 1-1/2 MILES OVER
 FZ2168'TRIANGLE-BLAZED MAIN-RIDGE
 FZ2168'TRAIL TO SIGN DAMASCUS 12.5 MILES, AND FOLLOW LEFT FORK
 FZ2168'1/2 MILE TO
 FZ2168'CLEARED FIELD AND STATION SITE.  MARKED BY U.  S.  GEOLOGICAL SURVEY
 FZ2168'STATION DISK IN
 FZ2168'BOULDER FLUSH WITH GROUND.  REFERENCE AND AZIMUTH
 FZ2168'MARKS ARE STANDARD REFERENCE DISKS
 FZ2168'IN BOULDERS.  NO. 1 IS
 FZ2168'35 FEET WEST OF WIRE FENCE AND 39.63 FEET FROM
 FZ2168'STATION N 3 DEG 46 MIN E.
 FZ2168'NO. 2 IS AT ABOUT SAME ELEVATION AS AND 31.66 FEET
 FZ2168'FROM STATION N 86 DEG 32 MIN W.
 FZ2168'AZIMUTH MARK IS IN SMALL BOULDER
 FZ2168'FLUSH WITH GROUND ABOUT 48
 FZ2168'FEET NORTH OF WIRE FENCE, ABOUT 50 FEET
 FZ2168'SOUTH OF BACKBONE OF RIDGE, AND 150 YARDS
 FZ2168'FROM STATION S 84 DEG 23 MIN E.
 FZ2168'FOLLOWING BEARINGS ARE FROM STATION-
 FZ2168'MOUNTAIN CITY,
 FZ2168'RED BRICK SCHOOL, SPIRE, S 51 DEG 31 MIN E, RED-ROOFED
 FZ2168'WHITE SCHOOL, SPIRE,
 FZ2168'DISTANT 4 MILES, N 72 DEG 06 MIN E, AND
 FZ2168'MCQUEEN, FIRE LOOKOUT TOWER, DISTANT
 FZ2168'4.8 MILES, N 38 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0644 ***********************************************************************
 GB0644  DESIGNATION -  IRON PIPE
 GB0644  PID         -  GB0644
 GB0644  STATE/COUNTY-  TN/ANDERSON
 GB0644  USGS QUAD   -  NORRIS (1990)
 GB0644
 GB0644                         *CURRENT SURVEY CONTROL
 GB0644  ___________________________________________________________________
 GB0644* NAD 83(1986)-  36 12 55.     (N)    084 04 52.     (W)     SCALED    
 GB0644* NAVD 88     -       255.942  (meters)     839.70   (feet)  ADJUSTED  
 GB0644  ___________________________________________________________________
 GB0644  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB0644  DYNAMIC HT  -         255.711 (meters)     838.95  (feet)  COMP
 GB0644  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0644
 GB0644  VERT ORDER  -  SECOND    CLASS 0
 GB0644
 GB0644.The horizontal coordinates were scaled from a topographic map and have
 GB0644.an estimated accuracy of +/- 6 seconds.
 GB0644
 GB0644.The orthometric height was determined by differential leveling
 GB0644.and adjusted by the National Geodetic Survey in June 1991..
 GB0644
 GB0644.The geoid height was determined by GEOID03.
 GB0644
 GB0644.The dynamic height is computed by dividing the NAVD 88
 GB0644.geopotential number by the normal gravity value computed on the
 GB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0644.degrees latitude (g = 980.6199 gals.).
 GB0644
 GB0644.The modeled gravity was interpolated from observed gravity values.
 GB0644
 GB0644;                    North         East    Units  Estimated Accuracy
 GB0644;SPC TN       -   210,490.      772,530.      MT  (+/- 180 meters Scaled)
 GB0644
 GB0644                          SUPERSEDED SURVEY CONTROL
 GB0644
 GB0644  NGVD 29 (??/??/92)  256.075  (m)          840.14   (f) ADJ UNCH    2 0
 GB0644
 GB0644.Superseded values are not recommended for survey control.
 GB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0644.See file dsdata.txt to determine how the superseded data were derived.
 GB0644
 GB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF623117(NAD 83)
 GB0644_MARKER: Z = SEE DESCRIPTION
 GB0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0644+STABILITY: SURFACE MOTION
 GB0644
 GB0644  HISTORY     - Date     Condition        Report By
 GB0644  HISTORY     - UNK      MONUMENTED       DOD
 GB0644  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0644
 GB0644                          STATION DESCRIPTION
 GB0644
 GB0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0644'1.3 MI N FROM NORRIS.
 GB0644'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0644'NORRIS, ANDERSON COUNTY, THENCE 2.7 MILES NORTH ALONG T.V.A.
 GB0644'FREEWAY, 200 YARDS SOUTH OF THE CENTER OF A ROAD JUNCTION, 159
 GB0644'YARDS SOUTHWEST OF THE CENTERLINE OF THE FREEWAY, OPPOSITE THE
 GB0644'OLD LONGMIRE HOUSE, 70 YARDS NORTHWEST OF A DRAINAGE POINT, 10
 GB0644'YARDS EAST OF THE CLINCH RIVER BANK, AND 8 YARDS NORTH OF THE
 GB0644'NORTH END OF A C.C.C. HOTBED.  THE TOP OF A 1-INCH IRON PIPE, SET
 GB0644'IN A CONCRETE POST MARKED USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2669 ***********************************************************************
 AJ2669  DESIGNATION -  IRS
 AJ2669  PID         -  AJ2669
 AJ2669  STATE/COUNTY-  TN/SHELBY
 AJ2669  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2669
 AJ2669                         *CURRENT SURVEY CONTROL
 AJ2669  ___________________________________________________________________
 AJ2669* NAD 83(1995)-  35 00 20.70345(N)    089 56 12.93843(W)     ADJUSTED  
 AJ2669* NAVD 88     -       116.61   (meters)     382.6    (feet)  LEVELING  
 AJ2669  ___________________________________________________________________
 AJ2669  X           -       5,757.464 (meters)                     COMP
 AJ2669  Y           -  -5,230,130.742 (meters)                     COMP
 AJ2669  Z           -   3,638,440.681 (meters)                     COMP
 AJ2669  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ2669  ELLIP HEIGHT-          89.18  (meters)          (04/26/01) GPS OBS
 AJ2669  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2669
 AJ2669  HORZ ORDER  -  FIRST
 AJ2669  VERT ORDER  -  THIRD ?
 AJ2669  ELLP ORDER  -  FOURTH    CLASS I
 AJ2669
 AJ2669.The horizontal coordinates were established by GPS observations
 AJ2669.and adjusted by the National Geodetic Survey in April 2001..
 AJ2669
 AJ2669.The orthometric height was determined by differential leveling.
 AJ2669.The vertical network tie was performed by a horz. field party for horz.
 AJ2669.obs reductions. Reset procedures were used to establish the elevation.
 AJ2669
 AJ2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2669
 AJ2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2669
 AJ2669.The ellipsoidal height was determined by GPS observations
 AJ2669.and is referenced to NAD 83.
 AJ2669
 AJ2669.The geoid height was determined by GEOID03.
 AJ2669
 AJ2669;                    North         East     Units Scale Factor Converg.
 AJ2669;SPC TN       -    81,833.751   240,708.461   MT  1.00005208   -2 18 17.4
 AJ2669;SPC TN       -   268,482.90    789,724.34   sFT  1.00005208   -2 18 17.4
 AJ2669;UTM  16      - 3,877,623.472   231,978.828   MT  1.00048544   -1 41 08.9
 AJ2669;UTM  15      - 3,877,969.682   779,536.772   MT  1.00056317   +1 45 29.9
 AJ2669
 AJ2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2669!SPC TN       -   0.99998600  x   1.00005208  =   1.00003808
 AJ2669!UTM  16      -   0.99998600  x   1.00048544  =   1.00047144
 AJ2669!UTM  15      -   0.99998600  x   1.00056317  =   1.00054916
 AJ2669
 AJ2669:                Primary Azimuth Mark                     Grid Az
 AJ2669:SPC TN       -  513                                      182 13 08.2
 AJ2669:UTM  16      -  513                                      181 35 59.7
 AJ2669:UTM  15      -  513                                      178 09 20.9
 AJ2669
 AJ2669|---------------------------------------------------------------------|
 AJ2669| PID    Reference Object                     Distance      Geod. Az  |
 AJ2669|                                                           dddmmss.s |
 AJ2669| AJ2683 513                                 434.750 METERS 1795450.8 |
 AJ2669|---------------------------------------------------------------------|
 AJ2669
 AJ2669                          SUPERSEDED SURVEY CONTROL
 AJ2669
 AJ2669.No superseded survey control is available for this station.
 AJ2669
 AJ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3197977623(NAD 83)
 AJ2669_MARKER: DD = SURVEY DISK
 AJ2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2669_MARK LOGO: TN1620
 AJ2669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2669+STABILITY: SURFACE MOTION
 AJ2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2669+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2669
 AJ2669  HISTORY     - Date     Condition        Report By
 AJ2669  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2669
 AJ2669                          STATION DESCRIPTION
 AJ2669
 AJ2669'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2669'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2669'MILES (3.22 KM) SOUTHEAST OF THE MEMPHIS INTERNATIONAL AIRPORT AT THE
 AJ2669'INTERNAL REVENUE SERVICE CENTER.
 AJ2669'TO REACH THE STATION FROM THE INTERSECTION OF THE
 AJ2669'TENNESSEE-MISSISSIPPI STATE LINE AND GETWELL ROAD, PROCEED NORTH ON
 AJ2669'GETWELL ROAD APPROXIMATELY 0.80 MILE (1.29 KM) TO HOLMES ROAD.  THE
 AJ2669'STATION IS ON THE LEFT.
 AJ2669'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2669'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2669'THE GROUND.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF GETWELL
 AJ2669'ROAD AND HOLMES ROAD, 10.50 SOUTH OF A WOOD POWER POLE, AT THE BACK OF
 AJ2669'CURB AT END OF CURB RADIUS (ER) ON GETWELL ROAD SIDE. THE CAP AND
 AJ2669'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2508 ***********************************************************************
 GB2508  DESIGNATION -  ISHAM
 GB2508  PID         -  GB2508
 GB2508  STATE/COUNTY-  TN/SCOTT
 GB2508  USGS QUAD   -  WINFIELD (1982)
 GB2508
 GB2508                         *CURRENT SURVEY CONTROL
 GB2508  ___________________________________________________________________
 GB2508* NAD 83(1995)-  36 32 39.63252(N)    084 27 19.51471(W)     ADJUSTED  
 GB2508* NAVD 88     -       416.4    (meters)    1366.     (feet)  VERTCON   
 GB2508  ___________________________________________________________________
 GB2508  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GB2508  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB2508
 GB2508  HORZ ORDER  -  SECOND
 GB2508
 GB2508.The horizontal coordinates were established by classical geodetic methods
 GB2508.and adjusted by the National Geodetic Survey in April 1999..
 GB2508
 GB2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2508
 GB2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2508
 GB2508.The geoid height was determined by GEOID03.
 GB2508
 GB2508;                    North         East     Units Scale Factor Converg.
 GB2508;SPC TN       -   246,408.115   738,299.345   MT  1.00002514   +0 54 15.3
 GB2508;SPC TN       -   808,423.96  2,422,237.10   sFT  1.00002514   +0 54 15.3
 GB2508;SPC KY1Z     - 1,024,224.290 1,615,932.889   MT  1.00017249   +0 47 41.4
 GB2508;SPC KY1Z     - 3,360,309.19  5,301,606.49   sFT  1.00017249   +0 47 41.4
 GB2508;SPC KY S     -   524,210.853   615,917.584   MT  1.00003967   +0 47 06.4
 GB2508;SPC KY S     - 1,719,848.44  2,020,722.94   sFT  1.00003967   +0 47 06.4
 GB2508;UTM  16      - 4,047,339.534   727,772.438   MT  1.00023923   +1 30 56.9
 GB2508
 GB2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2508!SPC TN       -   0.99993921  x   1.00002514  =   0.99996435
 GB2508!SPC KY1Z     -   0.99993921  x   1.00017249  =   1.00011169
 GB2508!SPC KY S     -   0.99993921  x   1.00003967  =   0.99997888
 GB2508!UTM  16      -   0.99993921  x   1.00023923  =   1.00017842
 GB2508
 GB2508:                Primary Azimuth Mark                     Grid Az
 GB2508:SPC TN       -  WINFIELD MISSIONARY BAP SP               010 42 21.2
 GB2508:SPC KY1Z     -  WINFIELD MISSIONARY BAP SP               010 48 55.1
 GB2508:SPC KY S     -  WINFIELD MISSIONARY BAP SP               010 49 30.1
 GB2508:UTM  16      -  WINFIELD MISSIONARY BAP SP               010 05 39.6
 GB2508
 GB2508|---------------------------------------------------------------------|
 GB2508| PID    Reference Object                     Distance      Geod. Az  |
 GB2508|                                                           dddmmss.s |
 GB2508| DC2807 WINFIELD MISSIONARY BAP SP                         0113636.5 |
 GB2508| DB9476 ISHAM RM 1                           10.899 METERS 02238     |
 GB2508| DB9477 ISHAM RM 2                            9.896 METERS 20046     |
 GB2508|---------------------------------------------------------------------|
 GB2508
 GB2508                          SUPERSEDED SURVEY CONTROL
 GB2508
 GB2508  NAD 83(1995)-  36 32 39.63299(N)    084 27 19.51472(W) AD(       ) 2
 GB2508  NAD 83(1995)-  36 32 39.64167(N)    084 27 19.51771(W) AD(       ) 2
 GB2508  NAD 83(1986)-  36 32 39.64198(N)    084 27 19.51674(W) AD(       ) 2
 GB2508  NAD 27      -  36 32 39.36200(N)    084 27 19.74508(W) AD(       ) 2
 GB2508  NGVD 29 (07/19/86)  416.5    (m)         1366.     (f) VERT ANG       
 GB2508
 GB2508.Superseded values are not recommended for survey control.
 GB2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2508.See file dsdata.txt to determine how the superseded data were derived.
 GB2508
 GB2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2777247340(NAD 83)
 GB2508_MARKER: DS = TRIANGULATION STATION DISK
 GB2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2508
 GB2508  HISTORY     - Date     Condition        Report By
 GB2508  HISTORY     - 1966     MONUMENTED       TNHD
 GB2508  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2508
 GB2508                          STATION DESCRIPTION
 GB2508
 GB2508'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2508'THE STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY ABOUT 5 MILES NORTH OF
 GB2508'ONEIDA AND ABOUT 4 MILES
 GB2508'SOUTH OF THE KENTUCKY-TENNESSEE STATE LINE.
 GB2508'
 GB2508'TO REACH THE STATION FROM THE SCHOOL IN WINFIELD, GO SOUTH ON U.S.
 GB2508'HIGHWAY 27 FOR 0.25 MILE
 GB2508'TO THE WINFIELD MISSIONARY BAPTIST CHURCH ON THE RIGHT,
 GB2508'CONTINUE SOUTH FOR 0.85 MILE TO
 GB2508'THE STATION AT THE TOP OF A CUT ON THE LEFT.
 GB2508'
 GB2508'THE STATION IS 106 FEET NORTH OF A TELEPHONE POLE AND 3.5 FEET EAST
 GB2508'OF THE EDGE OF THE CUT.  THE
 GB2508'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB2508'HIGHWAY DEPARTMENT DISKS AND THE
 GB2508'DISKS ARE STAMPED ISHAM 1966.  THE
 GB2508'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2508'SURFACE.  THE SURFACE
 GB2508'DISK IS SET IN THE TOP OF A 10- INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB2508'
 GB2508'REFERENCE MARK NO. 1 IS 2 FEET EAST OF THE EDGE OF THE CUT.  IT IS A
 GB2508'STANDARD TENNESSEE HIGHWAY
 GB2508'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2508'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2508'THE DISK IS STAMPED ISHAM RM-1
 GB2508'1966.
 GB2508'
 GB2508'REFERENCE MARK NO. 2 IS 74 FEET NORTH OF A TELEPHONE POLE AND 3.7
 GB2508'FEET EAST OF THE EDGE OF
 GB2508'THE CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2508'DEPARTMENT DISK SET IN THE TOP OF
 GB2508'A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2508'MONUMENT AND THE DISK IS STAMPED ISHAM RM-2 1966.
 GB2508'
 GB2508'WINFIELD MISSIONARY BAPTIST CHURCH SPIRE WILL SERVE AS THE AZIMUTH
 GB2508'MARK.  IT IS A RED
 GB2508'BRICK BUILDING WITH A WHITE SPIRE ATOP A STEEPLE.  THIS
 GB2508'WAS THE POINT OBSERVED.
 GB2508'
 GB2508'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2508'
 GB2508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2508
 GB2508                          STATION RECOVERY (1980)
 GB2508
 GB2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2508'A SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND WITH EXISTING
 GB2508'DATA.  ALL THE MARKS WERE SET NEAR THE EDGE OF THE CUT AND IT IS
 GB2508'POSSIBLE THAT THE BANK HAS CAVED OFF AND THE MARK WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2670 ***********************************************************************
 AJ2670  DESIGNATION -  ISWALK1
 AJ2670  PID         -  AJ2670
 AJ2670  STATE/COUNTY-  TN/SHELBY
 AJ2670  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2670
 AJ2670                         *CURRENT SURVEY CONTROL
 AJ2670  ___________________________________________________________________
 AJ2670* NAD 83(1995)-  35 09 44.27848(N)    090 03 20.99733(W)     ADJUSTED  
 AJ2670* NAVD 88     -        71.86   (meters)     235.8    (feet)  LEVELING  
 AJ2670  ___________________________________________________________________
 AJ2670  X           -      -5,086.805 (meters)                     COMP
 AJ2670  Y           -  -5,220,112.208 (meters)                     COMP
 AJ2670  Z           -   3,652,627.470 (meters)                     COMP
 AJ2670  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AJ2670  ELLIP HEIGHT-          44.59  (meters)          (04/26/01) GPS OBS
 AJ2670  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2670
 AJ2670  HORZ ORDER  -  FIRST
 AJ2670  VERT ORDER  -  THIRD ?
 AJ2670  ELLP ORDER  -  FOURTH    CLASS I
 AJ2670
 AJ2670.The horizontal coordinates were established by GPS observations
 AJ2670.and adjusted by the National Geodetic Survey in April 2001..
 AJ2670
 AJ2670.The orthometric height was determined by differential leveling.
 AJ2670.The vertical network tie was performed by a horz. field party for horz.
 AJ2670.obs reductions. Reset procedures were used to establish the elevation.
 AJ2670
 AJ2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2670
 AJ2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2670
 AJ2670.The ellipsoidal height was determined by GPS observations
 AJ2670.and is referenced to NAD 83.
 AJ2670
 AJ2670.The geoid height was determined by GEOID03.
 AJ2670
 AJ2670;                    North         East     Units Scale Factor Converg.
 AJ2670;SPC TN       -    99,630.371   230,582.636   MT  1.00001663   -2 22 28.0
 AJ2670;SPC TN       -   326,870.64    756,503.20   sFT  1.00001663   -2 22 28.0
 AJ2670;UTM  15      - 3,895,011.673   768,168.650   MT  1.00048638   +1 41 47.5
 AJ2670;UTM  16      - 3,895,318.746   221,657.148   MT  1.00055493   -1 45 39.5
 AJ2670
 AJ2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2670!SPC TN       -   0.99999300  x   1.00001663  =   1.00000963
 AJ2670!UTM  15      -   0.99999300  x   1.00048638  =   1.00047938
 AJ2670!UTM  16      -   0.99999300  x   1.00055493  =   1.00054793
 AJ2670
 AJ2670:                Primary Azimuth Mark                     Grid Az
 AJ2670:SPC TN       -  ISWALK2                                  006 08 53.6
 AJ2670:UTM  15      -  ISWALK2                                  002 04 38.1
 AJ2670:UTM  16      -  ISWALK2                                  005 32 05.1
 AJ2670
 AJ2670|---------------------------------------------------------------------|
 AJ2670| PID    Reference Object                     Distance      Geod. Az  |
 AJ2670|                                                           dddmmss.s |
 AJ2670| AJ2671 ISWALK2                             APPROX. 0.6 KM 0034625.6 |
 AJ2670| AJ2665 AUCTION                             304.562 METERS 18855     |
 AJ2670|---------------------------------------------------------------------|
 AJ2670
 AJ2670                          SUPERSEDED SURVEY CONTROL
 AJ2670
 AJ2670.No superseded survey control is available for this station.
 AJ2670
 AJ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6816995012(NAD 83)
 AJ2670_MARKER: DD = SURVEY DISK
 AJ2670_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2670_SP_SET: SIDEWALK
 AJ2670_MARK LOGO: TN1620
 AJ2670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2670+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 AJ2670
 AJ2670  HISTORY     - Date     Condition        Report By
 AJ2670  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2670  HISTORY     - 20020812 GOOD             TN1620
 AJ2670
 AJ2670                          STATION DESCRIPTION
 AJ2670
 AJ2670'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2670'THE STATION IS LOCATED IN THE DOWNTOWN MEMPHIS AREA ON MUD ISLAND.
 AJ2670'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2670'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2670'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2670'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND PROCEED NORTH ON ISLAND
 AJ2670'DRIVE FOR APPROXIMATELY 0.20 MILES (0.32 KM) TO ADDRESS 764 ISLAND
 AJ2670'DRIVE.  THE STATION IS LOCATED ON THE LEFT.
 AJ2670'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET IN A DRILL
 AJ2670'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED ON THE WEST
 AJ2670'SIDE OF ISLAND DRIVE IN THE RIVERWALK SIDEWALK, 62.00 FEET (18.90 M)
 AJ2670'WEST OF THE CENTERLINE OF ISLAND DRIVE, AND DIRECTLY ACROSS FROM
 AJ2670'ADDRESS 764 ISLAND DRIVE, 53.70 FEET (16.37 M) SOUTH OF A WALKWAY
 AJ2670'LIGHT, 19.40 FEET (5.91 M) WEST OF A CONCRETE LIGHT POLE NO.  242024,
 AJ2670'0.30 FEET (9.14 CM) WEST OF THE EAST EDGE OF SIDEWALK.  THE CAP IS SET
 AJ2670'FLUSH WITH THE SIDEWALK.
 AJ2670
 AJ2670                          STATION RECOVERY (2002)
 AJ2670
 AJ2670'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2671 ***********************************************************************
 AJ2671  DESIGNATION -  ISWALK2
 AJ2671  PID         -  AJ2671
 AJ2671  STATE/COUNTY-  TN/SHELBY
 AJ2671  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2671
 AJ2671                         *CURRENT SURVEY CONTROL
 AJ2671  ___________________________________________________________________
 AJ2671* NAD 83(1995)-  35 10 02.46723(N)    090 03 19.53630(W)     ADJUSTED  
 AJ2671* NAVD 88     -        71.63   (meters)     235.0    (feet)  LEVELING  
 AJ2671  ___________________________________________________________________
 AJ2671  X           -      -5,049.518 (meters)                     COMP
 AJ2671  Y           -  -5,219,789.224 (meters)                     COMP
 AJ2671  Z           -   3,653,085.577 (meters)                     COMP
 AJ2671  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AJ2671  ELLIP HEIGHT-          44.36  (meters)          (04/26/01) GPS OBS
 AJ2671  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2671
 AJ2671  HORZ ORDER  -  FIRST
 AJ2671  VERT ORDER  -  THIRD ?
 AJ2671  ELLP ORDER  -  FOURTH    CLASS I
 AJ2671
 AJ2671.The horizontal coordinates were established by GPS observations
 AJ2671.and adjusted by the National Geodetic Survey in April 2001..
 AJ2671
 AJ2671.The orthometric height was determined by differential leveling.
 AJ2671.The vertical network tie was performed by a horz. field party for horz.
 AJ2671.obs reductions. Reset procedures were used to establish the elevation.
 AJ2671
 AJ2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2671
 AJ2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2671
 AJ2671.The ellipsoidal height was determined by GPS observations
 AJ2671.and is referenced to NAD 83.
 AJ2671
 AJ2671.The geoid height was determined by GEOID03.
 AJ2671
 AJ2671;                    North         East     Units Scale Factor Converg.
 AJ2671;SPC TN       -   100,188.902   230,642.801   MT  1.00001561   -2 22 27.1
 AJ2671;SPC TN       -   328,703.09    756,700.59   sFT  1.00001561   -2 22 27.1
 AJ2671;UTM  15      - 3,895,573.329   768,189.020   MT  1.00048651   +1 41 49.2
 AJ2671;UTM  16      - 3,895,878.191   221,711.359   MT  1.00055455   -1 45 39.4
 AJ2671
 AJ2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2671!SPC TN       -   0.99999304  x   1.00001561  =   1.00000865
 AJ2671!UTM  15      -   0.99999304  x   1.00048651  =   1.00047954
 AJ2671!UTM  16      -   0.99999304  x   1.00055455  =   1.00054758
 AJ2671
 AJ2671:                Primary Azimuth Mark                     Grid Az
 AJ2671:SPC TN       -  ISWALK3                                  003 40 42.5
 AJ2671:UTM  15      -  ISWALK3                                  359 36 26.2
 AJ2671:UTM  16      -  ISWALK3                                  003 03 54.8
 AJ2671
 AJ2671|---------------------------------------------------------------------|
 AJ2671| PID    Reference Object                     Distance      Geod. Az  |
 AJ2671|                                                           dddmmss.s |
 AJ2671| AJ2672 ISWALK3                             445.328 METERS 0011815.4 |
 AJ2671| AJ2670 ISWALK1                             APPROX. 0.6 KM 1834626.4 |
 AJ2671|---------------------------------------------------------------------|
 AJ2671
 AJ2671                          SUPERSEDED SURVEY CONTROL
 AJ2671
 AJ2671.No superseded survey control is available for this station.
 AJ2671
 AJ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6818995573(NAD 83)
 AJ2671_MARKER: DD = SURVEY DISK
 AJ2671_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2671_SP_SET: SIDEWALK
 AJ2671_MARK LOGO: TN1620
 AJ2671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2671+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ2671
 AJ2671  HISTORY     - Date     Condition        Report By
 AJ2671  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2671
 AJ2671                          STATION DESCRIPTION
 AJ2671
 AJ2671'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2671'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS AREA ON MUD ISLAND.
 AJ2671'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2671'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2671'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2671'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND GO NORTH ON ISLAND DRIVE
 AJ2671'APPROXIMATELY 0.60 MILE (0.97 KM) TO ADDRESS 954 ISLAND DRIVE. THE
 AJ2671'STATION IS ON THE LEFT.
 AJ2671'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET IN A DRILL
 AJ2671'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED ON THE WEST
 AJ2671'SIDE OF ISLAND DRIVE IN THE RIVERWALK SIDEWALK, 65.00 FEET (19.81 M)
 AJ2671'WEST OF THE CENTERLINE OF ISLAND DRIVE AND IN LINE WITH THE NORTH
 AJ2671'PROPERTY LINE ADDRESS 954 ISLAND DRIVE PROJECTED WEST, 49.00 NORTHWEST
 AJ2671'OF A CONCRETE LIGHT POLE NO.  233634, 39.60 FEET (12.07 M) NORTH OF
 AJ2671'WALKWAY LIGHT, 0.40 FEET (12.19 CM) EAST OF THE WEST EDGE OF SIDEWALK.
 AJ2671'THE CAP IS SET FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2672 ***********************************************************************
 AJ2672  DESIGNATION -  ISWALK3
 AJ2672  PID         -  AJ2672
 AJ2672  STATE/COUNTY-  TN/SHELBY
 AJ2672  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2672
 AJ2672                         *CURRENT SURVEY CONTROL
 AJ2672  ___________________________________________________________________
 AJ2672* NAD 83(1995)-  35 10 16.91388(N)    090 03 19.13572(W)     ADJUSTED  
 AJ2672* NAVD 88     -        72.66   (meters)     238.4    (feet)  LEVELING  
 AJ2672  ___________________________________________________________________
 AJ2672  X           -      -5,039.134 (meters)                     COMP
 AJ2672  Y           -  -5,219,533.642 (meters)                     COMP
 AJ2672  Z           -   3,653,450.119 (meters)                     COMP
 AJ2672  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AJ2672  ELLIP HEIGHT-          45.40  (meters)          (04/26/01) GPS OBS
 AJ2672  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2672
 AJ2672  HORZ ORDER  -  FIRST
 AJ2672  VERT ORDER  -  THIRD ?
 AJ2672  ELLP ORDER  -  FOURTH    CLASS I
 AJ2672
 AJ2672.The horizontal coordinates were established by GPS observations
 AJ2672.and adjusted by the National Geodetic Survey in April 2001..
 AJ2672
 AJ2672.The orthometric height was determined by differential leveling.
 AJ2672.The vertical network tie was performed by a horz. field party for horz.
 AJ2672.obs reductions. Reset procedures were used to establish the elevation.
 AJ2672
 AJ2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2672
 AJ2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2672
 AJ2672.The ellipsoidal height was determined by GPS observations
 AJ2672.and is referenced to NAD 83.
 AJ2672
 AJ2672.The geoid height was determined by GEOID03.
 AJ2672
 AJ2672;                    North         East     Units Scale Factor Converg.
 AJ2672;SPC TN       -   100,633.319   230,671.372   MT  1.00001481   -2 22 26.9
 AJ2672;SPC TN       -   330,161.15    756,794.33   sFT  1.00001481   -2 22 26.9
 AJ2672;UTM  15      - 3,896,018.863   768,185.966   MT  1.00048649   +1 41 50.0
 AJ2672;UTM  16      - 3,896,323.128   221,735.186   MT  1.00055439   -1 45 39.8
 AJ2672
 AJ2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2672!SPC TN       -   0.99999287  x   1.00001481  =   1.00000768
 AJ2672!UTM  15      -   0.99999287  x   1.00048649  =   1.00047936
 AJ2672!UTM  16      -   0.99999287  x   1.00055439  =   1.00054726
 AJ2672
 AJ2672:                Primary Azimuth Mark                     Grid Az
 AJ2672:SPC TN       -  ISWALK2                                  183 40 42.6
 AJ2672:UTM  15      -  ISWALK2                                  179 36 25.7
 AJ2672:UTM  16      -  ISWALK2                                  183 03 55.5
 AJ2672
 AJ2672|---------------------------------------------------------------------|
 AJ2672| PID    Reference Object                     Distance      Geod. Az  |
 AJ2672|                                                           dddmmss.s |
 AJ2672| AJ2671 ISWALK2                             445.328 METERS 1811815.7 |
 AJ2672|---------------------------------------------------------------------|
 AJ2672
 AJ2672                          SUPERSEDED SURVEY CONTROL
 AJ2672
 AJ2672.No superseded survey control is available for this station.
 AJ2672
 AJ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6818696019(NAD 83)
 AJ2672_MARKER: DD = SURVEY DISK
 AJ2672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2672_SP_SET: SIDEWALK
 AJ2672_MARK LOGO: TN1620
 AJ2672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2672+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2672
 AJ2672  HISTORY     - Date     Condition        Report By
 AJ2672  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2672
 AJ2672                          STATION DESCRIPTION
 AJ2672
 AJ2672'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2672'THE STATION IS LOCATED IN THE DOWNTOWN MEMPHIS AREA ON MUD ISLAND.
 AJ2672'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND AUCTION
 AJ2672'AVENUE, PROCEED WEST ON AUCTION AVENUE ACROSS THE A.W.WILLIS BRIDGE,
 AJ2672'CROSSING THE WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2672'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND CONTINUE NORTH ON ISLAND
 AJ2672'DRIVE FOR APPROXIMATELY 0.80 MILE (1.29 KM) TO ADDRESS 1088 ISLAND
 AJ2672'DRIVE.  THE STATION IS ON THE LEFT.
 AJ2672'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK GLUED TO THE
 AJ2672'CONCRETE PAD OF A WALKWAY LIGHT ON THE WEST SIDE OF THE RIVERWALK
 AJ2672'SIDEWALK.  THE STATION IS LOCATED 64.00 FEET (19.51 M) WEST OF THE
 AJ2672'CENTERLINE OF ISLAND DRIVE, 15.50 FEET (4.72 M) SOUTH OF THE WESTERLY
 AJ2672'PROJECTION OF THE NORTH SIDE OF BUILDING AT ADDRESS 1088 ISLAND DRIVE,
 AJ2672'51.80 FEET (15.79 M) SOUTHWEST OF A PAD MOUNTED TRANSFORMER. THE
 AJ2672'STATION IS PROTRUDING 0.05 FEET (1.52 CM) ABOUE THE CONCRETE LIGHT
 AJ2672'PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1029 ***********************************************************************
 FD1029  DESIGNATION -  J 10
 FD1029  PID         -  FD1029
 FD1029  STATE/COUNTY-  TN/LAWRENCE
 FD1029  USGS QUAD   -  ST JOSEPH (1976)
 FD1029
 FD1029                         *CURRENT SURVEY CONTROL
 FD1029  ___________________________________________________________________
 FD1029* NAD 83(1986)-  35 00 18.     (N)    087 36 24.     (W)     SCALED    
 FD1029* NAVD 88     -       211.780  (meters)     694.81   (feet)  ADJUSTED  
 FD1029  ___________________________________________________________________
 FD1029  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1029  DYNAMIC HT  -         211.579 (meters)     694.16  (feet)  COMP
 FD1029  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FD1029
 FD1029  VERT ORDER  -  FIRST     CLASS II
 FD1029
 FD1029.The horizontal coordinates were scaled from a topographic map and have
 FD1029.an estimated accuracy of +/- 6 seconds.
 FD1029
 FD1029.The orthometric height was determined by differential leveling
 FD1029.and adjusted by the National Geodetic Survey in June 1991..
 FD1029
 FD1029.The geoid height was determined by GEOID03.
 FD1029
 FD1029.The dynamic height is computed by dividing the NAVD 88
 FD1029.geopotential number by the normal gravity value computed on the
 FD1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1029.degrees latitude (g = 980.6199 gals.).
 FD1029
 FD1029.The modeled gravity was interpolated from observed gravity values.
 FD1029
 FD1029;                    North         East    Units  Estimated Accuracy
 FD1029;SPC TN       -    75,730.      453,340.      MT  (+/- 180 meters Scaled)
 FD1029
 FD1029                          SUPERSEDED SURVEY CONTROL
 FD1029
 FD1029  NGVD 29 (??/??/92)  211.746  (m)          694.70   (f) ADJ UNCH    1 2
 FD1029
 FD1029.Superseded values are not recommended for survey control.
 FD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1029.See file dsdata.txt to determine how the superseded data were derived.
 FD1029
 FD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD446737(NAD 83)
 FD1029_MARKER: DB = BENCH MARK DISK
 FD1029_SETTING: 66 = SET IN ROCK OUTCROP
 FD1029_SP_SET: SET IN ROCK OUTCROP
 FD1029_STAMPING: 694.749 J 10 1931
 FD1029_MARK LOGO: CGS   
 FD1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1029+STABILITY: POSITION/ELEVATION WELL
 FD1029
 FD1029  HISTORY     - Date     Condition        Report By
 FD1029  HISTORY     - 1931     MONUMENTED       CGS
 FD1029  HISTORY     - 1950     GOOD             NGS
 FD1029  HISTORY     - 1983     GOOD             NGS
 FD1029
 FD1029                          STATION DESCRIPTION
 FD1029
 FD1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1029'2.2 MI SW FROM IRON CITY.
 FD1029'2.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD1029'FROM IRON CITY, ABOUT 150 YARDS NORTH OF THE TENNESSEE-ALABAMA
 FD1029'STATE LINE, OPPOSITE MILEPOST L 295, IN THE EAST SIDE OF A DEEP
 FD1029'ROCK CUT, 6 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET ABOVE
 FD1029'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 694.749 J 10 1931.
 FD1029
 FD1029                          STATION RECOVERY (1983)
 FD1029
 FD1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1029'RECOVERED IN GOOD CONDITION.  NOTE, 27.4 METERS (90.0 FT) NORTHEAST OF
 FD1029'RAILROAD MILEPOST NUMBER L 295, 30.2 METERS (99.0 FT) NORTHEAST OF THE
 FD1029'NORTHEAST SIDE OF OVERHEAD ROAD BRIDGE, AND 2.1 METERS (7.0 FT)
 FD1029'SOUTHEAST OF THE SOUTHEAST RAIL.
 FD1029'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0978 ***********************************************************************
 GA0978  DESIGNATION -  J 100
 GA0978  PID         -  GA0978
 GA0978  STATE/COUNTY-  TN/GREENE
 GA0978  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0978
 GA0978                         *CURRENT SURVEY CONTROL
 GA0978  ___________________________________________________________________
 GA0978* NAD 83(1986)-  36 16 31.     (N)    082 39 44.     (W)     SCALED    
 GA0978* NAVD 88     -       493.269  (meters)    1618.33   (feet)  ADJUSTED  
 GA0978  ___________________________________________________________________
 GA0978  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0978  DYNAMIC HT  -         492.799 (meters)    1616.79  (feet)  COMP
 GA0978  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 GA0978
 GA0978  VERT ORDER  -  SECOND    CLASS 0
 GA0978
 GA0978.The horizontal coordinates were scaled from a topographic map and have
 GA0978.an estimated accuracy of +/- 6 seconds.
 GA0978
 GA0978.The orthometric height was determined by differential leveling
 GA0978.and adjusted by the National Geodetic Survey in June 1991..
 GA0978
 GA0978.The geoid height was determined by GEOID03.
 GA0978
 GA0978.The dynamic height is computed by dividing the NAVD 88
 GA0978.geopotential number by the normal gravity value computed on the
 GA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0978.degrees latitude (g = 980.6199 gals.).
 GA0978
 GA0978.The modeled gravity was interpolated from observed gravity values.
 GA0978
 GA0978;                    North         East    Units  Estimated Accuracy
 GA0978;SPC TN       -   220,570.      899,830.      MT  (+/- 180 meters Scaled)
 GA0978
 GA0978                          SUPERSEDED SURVEY CONTROL
 GA0978
 GA0978  NGVD 29 (??/??/92)  493.408  (m)         1618.79   (f) ADJ UNCH    2 0
 GA0978
 GA0978.Superseded values are not recommended for survey control.
 GA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0978.See file dsdata.txt to determine how the superseded data were derived.
 GA0978
 GA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA507157(NAD 83)
 GA0978_MARKER: DB = BENCH MARK DISK
 GA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0978_STAMPING: J 100 1935
 GA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0978+STABILITY: SURFACE MOTION
 GA0978
 GA0978  HISTORY     - Date     Condition        Report By
 GA0978  HISTORY     - 1935     MONUMENTED       CGS
 GA0978
 GA0978                          STATION DESCRIPTION
 GA0978
 GA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0978'AT JOCKEY.
 GA0978'AT JOCKEY, GREENE COUNTY, ON THE LIMESTONE TO JEAROLDSTOWN ROAD,
 GA0978'AT A CHURCH, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50
 GA0978'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET
 GA0978'EAST OF THE CENTERLINE OF A WALK, AND 1 FOOT HIGHER THAN THE ROAD.
 GA0978'A STANDARD DISK, STAMPED J 100 1935 AND SET IN THE TOP OF A CONCRETE
 GA0978'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0210 ***********************************************************************
 GA0210  DESIGNATION -  J 101 RESET
 GA0210  PID         -  GA0210
 GA0210  STATE/COUNTY-  TN/SULLIVAN
 GA0210  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0210
 GA0210                         *CURRENT SURVEY CONTROL
 GA0210  ___________________________________________________________________
 GA0210* NAD 83(1986)-  36 32 05.     (N)    082 19 12.     (W)     SCALED    
 GA0210* NAVD 88     -       486.38   (+/-2cm)    1595.7    (feet)  VERTCON   
 GA0210  ___________________________________________________________________
 GA0210  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0210
 GA0210  VERT ORDER  -  THIRD (See Below)
 GA0210
 GA0210.The horizontal coordinates were scaled from a topographic map and have
 GA0210.an estimated accuracy of +/- 6 seconds.
 GA0210
 GA0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0210.The vertical order pertains to the NGVD 29 superseded value.
 GA0210
 GA0210.The geoid height was determined by GEOID03.
 GA0210
 GA0210;                    North         East    Units  Estimated Accuracy
 GA0210;SPC TN       -   250,440.      929,480.      MT  (+/- 180 meters Scaled)
 GA0210
 GA0210                          SUPERSEDED SURVEY CONTROL
 GA0210
 GA0210  NGVD 29 (??/??/??)  486.53   (m)         1596.2    (f) RESET       3  
 GA0210
 GA0210.Superseded values are not recommended for survey control.
 GA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0210.See file dsdata.txt to determine how the superseded data were derived.
 GA0210
 GA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA818440(NAD 83)
 GA0210_MARKER: DD = SURVEY DISK
 GA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0210_STAMPING: J 101 RESET 1963
 GA0210_MARK LOGO: TNHD  
 GA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0210+STABILITY: SURFACE MOTION
 GA0210
 GA0210  HISTORY     - Date     Condition        Report By
 GA0210  HISTORY     - 1963     MONUMENTED       TNHD
 GA0210
 GA0210                          STATION DESCRIPTION
 GA0210
 GA0210'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA0210'0.4 MI E FROM BLOUNTVILLE.
 GA0210'0.4 MILE EAST ALONG OLD U.S. HIGHWAY 11W FROM THE COURTHOUSE AT
 GA0210'BLOUNTVILLE, SULLIVAN COUNTY, AT THE JUNCTION OF STATE HIGHWAY 37,
 GA0210'125 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 37, 23 1/2 FEET
 GA0210'SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 11W, AND LEVEL WITH
 GA0210'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0209 ***********************************************************************
 GA0209  DESIGNATION -  J 101 RESET MARCH
 GA0209  PID         -  GA0209
 GA0209  STATE/COUNTY-  TN/SULLIVAN
 GA0209  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0209
 GA0209                         *CURRENT SURVEY CONTROL
 GA0209  ___________________________________________________________________
 GA0209* NAD 83(1986)-  36 32 05.     (N)    082 19 12.     (W)     SCALED    
 GA0209* NAVD 88     -       486.39   (+/-2cm)    1595.8    (feet)  VERTCON   
 GA0209  ___________________________________________________________________
 GA0209  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0209
 GA0209  VERT ORDER  -  THIRD (See Below)
 GA0209
 GA0209.The horizontal coordinates were scaled from a topographic map and have
 GA0209.an estimated accuracy of +/- 6 seconds.
 GA0209
 GA0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0209.The vertical order pertains to the NGVD 29 superseded value.
 GA0209
 GA0209.The geoid height was determined by GEOID03.
 GA0209
 GA0209;                    North         East    Units  Estimated Accuracy
 GA0209;SPC TN       -   250,440.      929,480.      MT  (+/- 180 meters Scaled)
 GA0209
 GA0209                          SUPERSEDED SURVEY CONTROL
 GA0209
 GA0209  NGVD 29 (??/??/??)  486.53   (m)         1596.2    (f) RESET       3  
 GA0209
 GA0209.Superseded values are not recommended for survey control.
 GA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0209.See file dsdata.txt to determine how the superseded data were derived.
 GA0209
 GA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA818440(NAD 83)
 GA0209_MARKER: DD = SURVEY DISK
 GA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0209_STAMPING: J 101 1935 RESET 1963
 GA0209_MARK LOGO: CGS   
 GA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0209+STABILITY: SURFACE MOTION
 GA0209
 GA0209  HISTORY     - Date     Condition        Report By
 GA0209  HISTORY     - 1963     MONUMENTED       TNHD
 GA0209
 GA0209                          STATION DESCRIPTION
 GA0209
 GA0209'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA0209'0.4 MI E FROM BLOUNTVILLE.
 GA0209'TO REACH THE MARK FROM THE COURTHOUSE IN BLOUNTVILLE, SULLIVAN
 GA0209'COUNTY, GO EAST ON THE OLD U.S. HIGHWAY 11W FOR 0.4 MILE TO THE
 GA0209'MARK ON THE RIGHT.  THE MARK IS 12 FEET EAST OF THE APPROXIMATE
 GA0209'CENTER OF A PAVED DRIVE, 7 FEET SOUTHWEST OF POWER POLE NO. 106,
 GA0209'1 FOOT NORTH OF A WOODEN FENCE, AND SET IN THE TOP OF A 9-INCH
 GA0209'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE-- THIS MARK
 GA0209'IS THE ORIGINAL 1935 DISK THAT WAS RESET IN MARCH 1963.  IT SHOULD
 GA0209'NOT BE CONFUSED WITH J 101 RESET 1963 LISTED BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0213 ***********************************************************************
 GA0213  DESIGNATION -  J 101 X
 GA0213  PID         -  GA0213
 GA0213  STATE/COUNTY-  TN/SULLIVAN
 GA0213  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0213
 GA0213                         *CURRENT SURVEY CONTROL
 GA0213  ___________________________________________________________________
 GA0213* NAD 83(1986)-  36 32 43.     (N)    082 18 01.     (W)     SCALED    
 GA0213* NAVD 88     -       485.948  (meters)    1594.31   (feet)  ADJUSTED  
 GA0213  ___________________________________________________________________
 GA0213  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0213  DYNAMIC HT  -         485.499 (meters)    1592.84  (feet)  COMP
 GA0213  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 GA0213
 GA0213  VERT ORDER  -  SECOND    CLASS 0
 GA0213
 GA0213.The horizontal coordinates were scaled from a topographic map and have
 GA0213.an estimated accuracy of +/- 6 seconds.
 GA0213
 GA0213.The orthometric height was determined by differential leveling
 GA0213.and adjusted by the National Geodetic Survey in June 1991..
 GA0213
 GA0213.The geoid height was determined by GEOID03.
 GA0213
 GA0213.The dynamic height is computed by dividing the NAVD 88
 GA0213.geopotential number by the normal gravity value computed on the
 GA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0213.degrees latitude (g = 980.6199 gals.).
 GA0213
 GA0213.The modeled gravity was interpolated from observed gravity values.
 GA0213
 GA0213;                    North         East    Units  Estimated Accuracy
 GA0213;SPC TN       -   251,680.      931,200.      MT  (+/- 180 meters Scaled)
 GA0213
 GA0213                          SUPERSEDED SURVEY CONTROL
 GA0213
 GA0213  NGVD 29 (??/??/92)  486.094  (m)         1594.79   (f) ADJ UNCH    2 0
 GA0213
 GA0213.Superseded values are not recommended for survey control.
 GA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0213.See file dsdata.txt to determine how the superseded data were derived.
 GA0213
 GA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA836452(NAD 83)
 GA0213_MARKER: DB = BENCH MARK DISK
 GA0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0213_STAMPING: J 101 X 1935
 GA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0213+STABILITY: SURFACE MOTION
 GA0213
 GA0213  HISTORY     - Date     Condition        Report By
 GA0213  HISTORY     - 1935     MONUMENTED       CGS
 GA0213
 GA0213                          STATION DESCRIPTION
 GA0213
 GA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0213'1.7 MI NE FROM BLOUNTVILLE.
 GA0213'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 W FROM THE COURTHOUSE
 GA0213'AT BLOUNTVILLE, SULLIVAN COUNTY, 123 YARDS SOUTH OF THE CENTERLINE
 GA0213'OF A GRAVEL ROAD LEADING WEST, 28.6 FEET WEST OF THE CENTERLINE
 GA0213'OF THE HIGHWAY, 16.5 FEET NORTH OF A POLE, 1.9 FEET EAST OF A
 GA0213'FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0213'J 101 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0184 ***********************************************************************
 GA0184  DESIGNATION -  J 103
 GA0184  PID         -  GA0184
 GA0184  STATE/COUNTY-  TN/SULLIVAN
 GA0184  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0184
 GA0184                         *CURRENT SURVEY CONTROL
 GA0184  ___________________________________________________________________
 GA0184* NAD 83(1986)-  36 30 44.     (N)    082 04 35.     (W)     SCALED    
 GA0184* NAVD 88     -       470.125  (meters)    1542.40   (feet)  ADJUSTED  
 GA0184  ___________________________________________________________________
 GA0184  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0184  DYNAMIC HT  -         469.686 (meters)    1540.96  (feet)  COMP
 GA0184  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 GA0184
 GA0184  VERT ORDER  -  SECOND    CLASS 0
 GA0184
 GA0184.The horizontal coordinates were scaled from a topographic map and have
 GA0184.an estimated accuracy of +/- 6 seconds.
 GA0184
 GA0184.The orthometric height was determined by differential leveling
 GA0184.and adjusted by the National Geodetic Survey in June 1991..
 GA0184
 GA0184.The geoid height was determined by GEOID03.
 GA0184
 GA0184.The dynamic height is computed by dividing the NAVD 88
 GA0184.geopotential number by the normal gravity value computed on the
 GA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0184.degrees latitude (g = 980.6199 gals.).
 GA0184
 GA0184.The modeled gravity was interpolated from observed gravity values.
 GA0184
 GA0184;                    North         East    Units  Estimated Accuracy
 GA0184;SPC TN       -   248,800.      951,380.      MT  (+/- 180 meters Scaled)
 GA0184
 GA0184                          SUPERSEDED SURVEY CONTROL
 GA0184
 GA0184  NGVD 29 (??/??/92)  470.242  (m)         1542.79   (f) ADJ UNCH    2 0
 GA0184
 GA0184.Superseded values are not recommended for survey control.
 GA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0184.See file dsdata.txt to determine how the superseded data were derived.
 GA0184
 GA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA036413(NAD 83)
 GA0184_MARKER: DB = BENCH MARK DISK
 GA0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0184_SP_SET: BRIDGE
 GA0184_STAMPING: J 103 1935
 GA0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0184
 GA0184  HISTORY     - Date     Condition        Report By
 GA0184  HISTORY     - 1935     MONUMENTED       CGS
 GA0184
 GA0184                          STATION DESCRIPTION
 GA0184
 GA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0184'0.5 MI S FROM BIG CREEK.
 GA0184'0.5 MILE SOUTH ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0184'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 1/2 MILE SOUTH OF
 GA0184'SOUTH FORK HOLSTON RIVER, 34 YARDS NORTHEAST OF THE H.C. DUNCAN
 GA0184'RESIDENCE, AT A STONE BRIDGE OVER A CREEK, 13.2 FEET NORTHWEST OF
 GA0184'THE NORTH KEYSTONE OF THE BRIDGE, 11.4 FEET NORTH OF THE NORTHWEST
 GA0184'CORNER, IN THE TOP OF A LARGE BOULDER, 7.4 FEET WEST OF THE HIGHEST
 GA0184'POINT, AND 3-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0184'STAMPED J 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0984 ***********************************************************************
 FZ0984  DESIGNATION -  J 104
 FZ0984  PID         -  FZ0984
 FZ0984  STATE/COUNTY-  TN/JOHNSON
 FZ0984  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0984
 FZ0984                         *CURRENT SURVEY CONTROL
 FZ0984  ___________________________________________________________________
 FZ0984* NAD 83(1986)-  36 23 37.     (N)    081 51 47.     (W)     SCALED    
 FZ0984* NAVD 88     -       659.891  (meters)    2164.99   (feet)  ADJUSTED  
 FZ0984  ___________________________________________________________________
 FZ0984  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FZ0984  DYNAMIC HT  -         659.227 (meters)    2162.81  (feet)  COMP
 FZ0984  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 FZ0984
 FZ0984  VERT ORDER  -  SECOND    CLASS 0
 FZ0984
 FZ0984.The horizontal coordinates were scaled from a topographic map and have
 FZ0984.an estimated accuracy of +/- 6 seconds.
 FZ0984
 FZ0984.The orthometric height was determined by differential leveling
 FZ0984.and adjusted by the National Geodetic Survey in June 1991..
 FZ0984
 FZ0984.The geoid height was determined by GEOID03.
 FZ0984
 FZ0984.The dynamic height is computed by dividing the NAVD 88
 FZ0984.geopotential number by the normal gravity value computed on the
 FZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0984.degrees latitude (g = 980.6199 gals.).
 FZ0984
 FZ0984.The modeled gravity was interpolated from observed gravity values.
 FZ0984
 FZ0984;                    North         East    Units  Estimated Accuracy
 FZ0984;SPC TN       -   236,430.      971,030.      MT  (+/- 180 meters Scaled)
 FZ0984
 FZ0984                          SUPERSEDED SURVEY CONTROL
 FZ0984
 FZ0984  NGVD 29 (??/??/92)  659.966  (m)         2165.24   (f) ADJ UNCH    2 0
 FZ0984
 FZ0984.Superseded values are not recommended for survey control.
 FZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0984.See file dsdata.txt to determine how the superseded data were derived.
 FZ0984
 FZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA226279(NAD 83)
 FZ0984_MARKER: DB = BENCH MARK DISK
 FZ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0984_STAMPING: J 104 1935
 FZ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0984+STABILITY: SURFACE MOTION
 FZ0984
 FZ0984  HISTORY     - Date     Condition        Report By
 FZ0984  HISTORY     - 1935     MONUMENTED       CGS
 FZ0984
 FZ0984                          STATION DESCRIPTION
 FZ0984
 FZ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0984'AT NEVA.
 FZ0984'AT NEVA, JOHNSON COUNTY, ON THE SOUTHERN RAILWAY, 34 YARDS
 FZ0984'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 45 FEET
 FZ0984'WEST OF BRIDGE 120.9, AT A ROAD CROSSING, 26 FEET SOUTHWEST
 FZ0984'OF THE CENTERLINE OF THE ROAD, 11.7 FEET NORTHWEST OF THE
 FZ0984'NORTHWEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 FZ0984'STAMPED J 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0498 ***********************************************************************
 GA0498  DESIGNATION -  J 105
 GA0498  PID         -  GA0498
 GA0498  STATE/COUNTY-  TN/SULLIVAN
 GA0498  USGS QUAD   -  KEENBURG (1960)
 GA0498
 GA0498                         *CURRENT SURVEY CONTROL
 GA0498  ___________________________________________________________________
 GA0498* NAD 83(1986)-  36 28 48.     (N)    082 11 14.     (W)     SCALED    
 GA0498* NAVD 88     -       451.140  (meters)    1480.12   (feet)  ADJUSTED  
 GA0498  ___________________________________________________________________
 GA0498  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0498  DYNAMIC HT  -         450.725 (meters)    1478.75  (feet)  COMP
 GA0498  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0498
 GA0498  VERT ORDER  -  SECOND    CLASS 0
 GA0498
 GA0498.The horizontal coordinates were scaled from a topographic map and have
 GA0498.an estimated accuracy of +/- 6 seconds.
 GA0498
 GA0498.The orthometric height was determined by differential leveling
 GA0498.and adjusted by the National Geodetic Survey in June 1991..
 GA0498
 GA0498.The geoid height was determined by GEOID03.
 GA0498
 GA0498.The dynamic height is computed by dividing the NAVD 88
 GA0498.geopotential number by the normal gravity value computed on the
 GA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0498.degrees latitude (g = 980.6199 gals.).
 GA0498
 GA0498.The modeled gravity was interpolated from observed gravity values.
 GA0498
 GA0498;                    North         East    Units  Estimated Accuracy
 GA0498;SPC TN       -   244,830.      941,600.      MT  (+/- 180 meters Scaled)
 GA0498
 GA0498                          SUPERSEDED SURVEY CONTROL
 GA0498
 GA0498  NGVD 29 (??/??/92)  451.278  (m)         1480.57   (f) ADJ UNCH    2 0
 GA0498
 GA0498.Superseded values are not recommended for survey control.
 GA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0498.See file dsdata.txt to determine how the superseded data were derived.
 GA0498
 GA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA936378(NAD 83)
 GA0498_MARKER: DB = BENCH MARK DISK
 GA0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0498_STAMPING: J 105 1935
 GA0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0498+STABILITY: SURFACE MOTION
 GA0498
 GA0498  HISTORY     - Date     Condition        Report By
 GA0498  HISTORY     - 1935     MONUMENTED       CGS
 GA0498  HISTORY     - 1960     GOOD             TVA
 GA0498
 GA0498                          STATION DESCRIPTION
 GA0498
 GA0498'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0498'AT CEDAR GROVE.
 GA0498'AT CEDAR GROVE, SULLIVAN COUNTY, ON THE BEIDLEMAN MILL ROAD, 16
 GA0498'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER POSSUM
 GA0498'CREEK, AT THE W. WEBB RESIDENCE, 12 YARDS NORTHWEST OF THE
 GA0498'NORTHWEST CORNER OF THE HOUSE, AT THE NORTHWEST CORNER OF THE
 GA0498'LAWN, 6 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 GA0498'SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED J 105 1935 AND
 GA0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0788 ***********************************************************************
 GA0788  DESIGNATION -  J 106
 GA0788  PID         -  GA0788
 GA0788  STATE/COUNTY-  TN/GREENE
 GA0788  USGS QUAD   -  MOSHEIM (1971)
 GA0788
 GA0788                         *CURRENT SURVEY CONTROL
 GA0788  ___________________________________________________________________
 GA0788* NAD 83(1986)-  36 14 21.     (N)    082 54 16.     (W)     SCALED    
 GA0788* NAVD 88     -       369.895  (meters)    1213.56   (feet)  ADJUSTED  
 GA0788  ___________________________________________________________________
 GA0788  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0788  DYNAMIC HT  -         369.550 (meters)    1212.43  (feet)  COMP
 GA0788  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA0788
 GA0788  VERT ORDER  -  SECOND    CLASS 0
 GA0788
 GA0788.The horizontal coordinates were scaled from a topographic map and have
 GA0788.an estimated accuracy of +/- 6 seconds.
 GA0788
 GA0788.The orthometric height was determined by differential leveling
 GA0788.and adjusted by the National Geodetic Survey in June 1991..
 GA0788
 GA0788.The geoid height was determined by GEOID03.
 GA0788
 GA0788.The dynamic height is computed by dividing the NAVD 88
 GA0788.geopotential number by the normal gravity value computed on the
 GA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0788.degrees latitude (g = 980.6199 gals.).
 GA0788
 GA0788.The modeled gravity was interpolated from observed gravity values.
 GA0788
 GA0788;                    North         East    Units  Estimated Accuracy
 GA0788;SPC TN       -   215,850.      878,210.      MT  (+/- 180 meters Scaled)
 GA0788
 GA0788                          SUPERSEDED SURVEY CONTROL
 GA0788
 GA0788  NGVD 29 (??/??/92)  370.035  (m)         1214.02   (f) ADJ UNCH    2 0
 GA0788
 GA0788.Superseded values are not recommended for survey control.
 GA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0788.See file dsdata.txt to determine how the superseded data were derived.
 GA0788
 GA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA288121(NAD 83)
 GA0788_MARKER: DB = BENCH MARK DISK
 GA0788_SETTING: 66 = SET IN ROCK OUTCROP
 GA0788_SP_SET: ROCK OUTCROP
 GA0788_STAMPING: J 106 1935
 GA0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0788+STABILITY: POSITION/ELEVATION WELL
 GA0788
 GA0788  HISTORY     - Date     Condition        Report By
 GA0788  HISTORY     - 1935     MONUMENTED       CGS
 GA0788  HISTORY     - 1950     GOOD             TVA
 GA0788
 GA0788                          STATION DESCRIPTION
 GA0788
 GA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0788'7.8 MI NW FROM GREENEVILLE.
 GA0788'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0788'AT GREENEVILLE, GREENE COUNTY, 100 YARDS SOUTHWEST OF A SHACK,
 GA0788'45 YARDS SOUTHWEST OF AN ABANDONED QUARRY, 16 YARDS SOUTHWEST OF
 GA0788'THE CENTERLINE OF THE HIGHWAY, 9 YARDS SOUTHWEST OF A WIRE FENCE
 GA0788'LINE, 4 YARDS EAST OF A 14-INCH MULBERRY TREE, IN THE TOP OF A
 GA0788'ROCK OUTCROP, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0788'STAMPED J 106 1935.
 GA0788
 GA0788                          STATION RECOVERY (1950)
 GA0788
 GA0788'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0898 ***********************************************************************
 GA0898  DESIGNATION -  J 107
 GA0898  PID         -  GA0898
 GA0898  STATE/COUNTY-  TN/HAWKINS
 GA0898  USGS QUAD   -  STONY POINT (1971)
 GA0898
 GA0898                         *CURRENT SURVEY CONTROL
 GA0898  ___________________________________________________________________
 GA0898* NAD 83(1986)-  36 23 25.     (N)    082 48 11.     (W)     SCALED    
 GA0898* NAVD 88     -       390.307  (meters)    1280.53   (feet)  ADJUSTED  
 GA0898  ___________________________________________________________________
 GA0898  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0898  DYNAMIC HT  -         389.950 (meters)    1279.36  (feet)  COMP
 GA0898  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 GA0898
 GA0898  VERT ORDER  -  SECOND    CLASS 0
 GA0898
 GA0898.The horizontal coordinates were scaled from a topographic map and have
 GA0898.an estimated accuracy of +/- 6 seconds.
 GA0898
 GA0898.The orthometric height was determined by differential leveling
 GA0898.and adjusted by the National Geodetic Survey in June 1991..
 GA0898
 GA0898.The geoid height was determined by GEOID03.
 GA0898
 GA0898.The dynamic height is computed by dividing the NAVD 88
 GA0898.geopotential number by the normal gravity value computed on the
 GA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0898.degrees latitude (g = 980.6199 gals.).
 GA0898
 GA0898.The modeled gravity was interpolated from observed gravity values.
 GA0898
 GA0898;                    North         East    Units  Estimated Accuracy
 GA0898;SPC TN       -   232,910.      886,770.      MT  (+/- 180 meters Scaled)
 GA0898
 GA0898                          SUPERSEDED SURVEY CONTROL
 GA0898
 GA0898  NGVD 29 (??/??/92)  390.451  (m)         1281.00   (f) ADJ UNCH    2 0
 GA0898
 GA0898.Superseded values are not recommended for survey control.
 GA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0898.See file dsdata.txt to determine how the superseded data were derived.
 GA0898
 GA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA382287(NAD 83)
 GA0898_MARKER: DB = BENCH MARK DISK
 GA0898_SETTING: 66 = SET IN ROCK OUTCROP
 GA0898_SP_SET: ROCK OUTCROP
 GA0898_STAMPING: J 107 1935
 GA0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0898+STABILITY: POSITION/ELEVATION WELL
 GA0898
 GA0898  HISTORY     - Date     Condition        Report By
 GA0898  HISTORY     - 1935     MONUMENTED       CGS
 GA0898  HISTORY     - 1955     GOOD             NGS
 GA0898
 GA0898                          STATION DESCRIPTION
 GA0898
 GA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0898'AT VAN HILL.
 GA0898'AT VAN HILL, HAWKINS COUNTY, ON THE CHIMNEY TOP ROAD, AT THE
 GA0898'SCHOOL, 25 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 GA0898'65 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 3-1/2 FEET NORTHEAST
 GA0898'OF A 6-INCH PINE TREE, IN THE TOP OF A ROCK OUTCROP, AND 25 FEET
 GA0898'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED J 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0541 ***********************************************************************
 GA0541  DESIGNATION -  J 108
 GA0541  PID         -  GA0541
 GA0541  STATE/COUNTY-  TN/WASHINGTON
 GA0541  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0541
 GA0541                         *CURRENT SURVEY CONTROL
 GA0541  ___________________________________________________________________
 GA0541* NAD 83(1986)-  36 22 59.     (N)    082 30 05.     (W)     SCALED    
 GA0541* NAVD 88     -       506.386  (meters)    1661.37   (feet)  ADJUSTED  
 GA0541  ___________________________________________________________________
 GA0541  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0541  DYNAMIC HT  -         505.910 (meters)    1659.81  (feet)  COMP
 GA0541  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 GA0541
 GA0541  VERT ORDER  -  SECOND    CLASS 0
 GA0541
 GA0541.The horizontal coordinates were scaled from a topographic map and have
 GA0541.an estimated accuracy of +/- 6 seconds.
 GA0541
 GA0541.The orthometric height was determined by differential leveling
 GA0541.and adjusted by the National Geodetic Survey in June 1991..
 GA0541
 GA0541.The geoid height was determined by GEOID03.
 GA0541
 GA0541.The dynamic height is computed by dividing the NAVD 88
 GA0541.geopotential number by the normal gravity value computed on the
 GA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0541.degrees latitude (g = 980.6199 gals.).
 GA0541
 GA0541.The modeled gravity was interpolated from observed gravity values.
 GA0541
 GA0541;                    North         East    Units  Estimated Accuracy
 GA0541;SPC TN       -   233,030.      913,850.      MT  (+/- 180 meters Scaled)
 GA0541
 GA0541                          SUPERSEDED SURVEY CONTROL
 GA0541
 GA0541  NGVD 29 (??/??/92)  506.528  (m)         1661.83   (f) ADJ UNCH    2 0
 GA0541
 GA0541.Superseded values are not recommended for survey control.
 GA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0541.See file dsdata.txt to determine how the superseded data were derived.
 GA0541
 GA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA653274(NAD 83)
 GA0541_MARKER: DB = BENCH MARK DISK
 GA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0541_STAMPING: J 108 1935
 GA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0541+STABILITY: SURFACE MOTION
 GA0541
 GA0541  HISTORY     - Date     Condition        Report By
 GA0541  HISTORY     - 1935     MONUMENTED       CGS
 GA0541
 GA0541                          STATION DESCRIPTION
 GA0541
 GA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0541'6.7 MI W FROM BOONE.
 GA0541'6.7 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM
 GA0541'THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE,
 GA0541'WASHINGTON COUNTY, AT THE FULLER BIRD RESIDENCE, 22 FEET NORTHWEST
 GA0541'OF THE CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF THE SOUTH
 GA0541'CORNER OF THE HOUSE, 11 FEET WEST OF AN 8-INCH MAPLE TREE, 1 FOOT
 GA0541'NORTHEAST OF A WIRE FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.
 GA0541'A STANDARD DISK, STAMPED J 108 1935 AND SET IN THE TOP OF A
 GA0541'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0507 ***********************************************************************
 GA0507  DESIGNATION -  J 109
 GA0507  PID         -  GA0507
 GA0507  STATE/COUNTY-  TN/SULLIVAN
 GA0507  USGS QUAD   -  BOONE DAM (1968)
 GA0507
 GA0507                         *CURRENT SURVEY CONTROL
 GA0507  ___________________________________________________________________
 GA0507* NAD 83(1986)-  36 27 37.     (N)    082 28 15.     (W)     SCALED    
 GA0507* NAVD 88     -       423.987  (meters)    1391.03   (feet)  ADJUSTED  
 GA0507  ___________________________________________________________________
 GA0507  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0507  DYNAMIC HT  -         423.592 (meters)    1389.73  (feet)  COMP
 GA0507  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA0507
 GA0507  VERT ORDER  -  SECOND    CLASS 0
 GA0507
 GA0507.The horizontal coordinates were scaled from a topographic map and have
 GA0507.an estimated accuracy of +/- 6 seconds.
 GA0507
 GA0507.The orthometric height was determined by differential leveling
 GA0507.and adjusted by the National Geodetic Survey in June 1991..
 GA0507
 GA0507.The geoid height was determined by GEOID03.
 GA0507
 GA0507.The dynamic height is computed by dividing the NAVD 88
 GA0507.geopotential number by the normal gravity value computed on the
 GA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0507.degrees latitude (g = 980.6199 gals.).
 GA0507
 GA0507.The modeled gravity was interpolated from observed gravity values.
 GA0507
 GA0507;                    North         East    Units  Estimated Accuracy
 GA0507;SPC TN       -   241,690.      916,280.      MT  (+/- 180 meters Scaled)
 GA0507
 GA0507                          SUPERSEDED SURVEY CONTROL
 GA0507
 GA0507  NGVD 29 (??/??/92)  424.125  (m)         1391.48   (f) ADJ UNCH    2 0
 GA0507
 GA0507.Superseded values are not recommended for survey control.
 GA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0507.See file dsdata.txt to determine how the superseded data were derived.
 GA0507
 GA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA682360(NAD 83)
 GA0507_MARKER: DB = BENCH MARK DISK
 GA0507_SETTING: 66 = SET IN ROCK OUTCROP
 GA0507_SP_SET: SET IN ROCK OUTCROP
 GA0507_STAMPING: J 109 1935
 GA0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0507+STABILITY: POSITION/ELEVATION WELL
 GA0507
 GA0507  HISTORY     - Date     Condition        Report By
 GA0507  HISTORY     - 1935     MONUMENTED       CGS
 GA0507
 GA0507                          STATION DESCRIPTION
 GA0507
 GA0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0507'4.8 MI SW FROM HOLSTON.
 GA0507'4.8 MILES SOUTHWEST ALONG THE OLD BRISTOL ROAD FROM THE POST
 GA0507'OFFICE AT HOLSTON, SULLIVAN COUNTY, 0.6 MILE WEST OF THE HOLSTON
 GA0507'RIVER BRIDGE, 50 YARDS SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0507'IN THE TOP OF A ROCK OUTCROP, AND 8 FEET HIGHER THAN THE ROAD.
 GA0507'A STANDARD DISK, STAMPED J 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1657 ***********************************************************************
 FB1657  DESIGNATION -  J 11
 FB1657  PID         -  FB1657
 FB1657  STATE/COUNTY-  TN/BLOUNT
 FB1657  USGS QUAD   -  TAPOCO (1978)
 FB1657
 FB1657                         *CURRENT SURVEY CONTROL
 FB1657  ___________________________________________________________________
 FB1657* NAD 83(1986)-  35 29 30.     (N)    083 55 47.     (W)     SCALED    
 FB1657* NAVD 88     -       503.415  (meters)    1651.62   (feet)  ADJUSTED  
 FB1657  ___________________________________________________________________
 FB1657  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FB1657  DYNAMIC HT  -         502.924 (meters)    1650.01  (feet)  COMP
 FB1657  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 FB1657
 FB1657  VERT ORDER  -  FIRST     CLASS II
 FB1657
 FB1657.The horizontal coordinates were scaled from a topographic map and have
 FB1657.an estimated accuracy of +/- 6 seconds.
 FB1657
 FB1657.The orthometric height was determined by differential leveling
 FB1657.and adjusted by the National Geodetic Survey in June 1991..
 FB1657
 FB1657.The geoid height was determined by GEOID03.
 FB1657
 FB1657.The dynamic height is computed by dividing the NAVD 88
 FB1657.geopotential number by the normal gravity value computed on the
 FB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1657.degrees latitude (g = 980.6199 gals.).
 FB1657
 FB1657.The modeled gravity was interpolated from observed gravity values.
 FB1657
 FB1657;                    North         East    Units  Estimated Accuracy
 FB1657;SPC TN       -   130,500.      787,830.      MT  (+/- 180 meters Scaled)
 FB1657
 FB1657                          SUPERSEDED SURVEY CONTROL
 FB1657
 FB1657  NGVD 29 (??/??/92)  503.524  (m)         1651.98   (f) ADJ UNCH    1 2
 FB1657
 FB1657.Superseded values are not recommended for survey control.
 FB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1657.See file dsdata.txt to determine how the superseded data were derived.
 FB1657
 FB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV342315(NAD 83)
 FB1657_MARKER: DB = BENCH MARK DISK
 FB1657_SETTING: 80 = SET IN A BOULDER
 FB1657_SP_SET: BOULDER
 FB1657_STAMPING: J 11 1932
 FB1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1657+STABILITY: SURFACE MOTION
 FB1657
 FB1657  HISTORY     - Date     Condition        Report By
 FB1657  HISTORY     - 1932     MONUMENTED       CGS
 FB1657  HISTORY     - 1952     MARK NOT FOUND   NGS
 FB1657
 FB1657                          STATION DESCRIPTION
 FB1657
 FB1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FB1657'8.2 MI E FROM CALDERWOOD.
 FB1657'ON TENNESSEE STATE HIGHWAY NO. 72, IN LARGE EMBEDDED BOULDER
 FB1657'ABOUT 80 FEET WEST OF SHARP CURVE, 15 FEET NORTH OF CENTER OF
 FB1657'ROAD, AND ABOUT ONE FOOT BELOW LEVEL OF ROAD.
 FB1657
 FB1657                          STATION RECOVERY (1952)
 FB1657
 FB1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FB1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0185 ***********************************************************************
 GA0185  DESIGNATION -  J 110
 GA0185  PID         -  GA0185
 GA0185  STATE/COUNTY-  TN/SULLIVAN
 GA0185  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0185
 GA0185                         *CURRENT SURVEY CONTROL
 GA0185  ___________________________________________________________________
 GA0185* NAD 83(1986)-  36 31 35.     (N)    082 04 26.     (W)     SCALED    
 GA0185* NAVD 88     -       473.057  (meters)    1552.02   (feet)  ADJUSTED  
 GA0185  ___________________________________________________________________
 GA0185  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0185  DYNAMIC HT  -         472.617 (meters)    1550.58  (feet)  COMP
 GA0185  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0185
 GA0185  VERT ORDER  -  SECOND    CLASS 0
 GA0185
 GA0185.The horizontal coordinates were scaled from a topographic map and have
 GA0185.an estimated accuracy of +/- 6 seconds.
 GA0185
 GA0185.The orthometric height was determined by differential leveling
 GA0185.and adjusted by the National Geodetic Survey in June 1991..
 GA0185
 GA0185.The geoid height was determined by GEOID03.
 GA0185
 GA0185.The dynamic height is computed by dividing the NAVD 88
 GA0185.geopotential number by the normal gravity value computed on the
 GA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0185.degrees latitude (g = 980.6199 gals.).
 GA0185
 GA0185.The modeled gravity was interpolated from observed gravity values.
 GA0185
 GA0185;                    North         East    Units  Estimated Accuracy
 GA0185;SPC TN       -   250,380.      951,540.      MT  (+/- 180 meters Scaled)
 GA0185
 GA0185                          SUPERSEDED SURVEY CONTROL
 GA0185
 GA0185  NGVD 29 (??/??/92)  473.174  (m)         1552.40   (f) ADJ UNCH    2 0
 GA0185
 GA0185.Superseded values are not recommended for survey control.
 GA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0185.See file dsdata.txt to determine how the superseded data were derived.
 GA0185
 GA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA038428(NAD 83)
 GA0185_MARKER: DB = BENCH MARK DISK
 GA0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0185_STAMPING: J 110 1935
 GA0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0185+STABILITY: SURFACE MOTION
 GA0185
 GA0185  HISTORY     - Date     Condition        Report By
 GA0185  HISTORY     - 1935     MONUMENTED       CGS
 GA0185
 GA0185                          STATION DESCRIPTION
 GA0185
 GA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0185'0.7 MI NE FROM BIG CREEK.
 GA0185'0.7 MILE NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 GA0185'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, AT THE B.C.
 GA0185'BOLLING RESIDENCE, 35.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GA0185'THE HOUSE, 16 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.8 FEET
 GA0185'WEST OF A FENCE LINE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 GA0185'DISK, STAMPED J 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1022 ***********************************************************************
 FZ1022  DESIGNATION -  J 111
 FZ1022  PID         -  FZ1022
 FZ1022  STATE/COUNTY-  TN/JOHNSON
 FZ1022  USGS QUAD   -  ELK MILLS (1994)
 FZ1022
 FZ1022                         *CURRENT SURVEY CONTROL
 FZ1022  ___________________________________________________________________
 FZ1022* NAD 83(1986)-  36 19 10.     (N)    081 56 47.     (W)     SCALED    
 FZ1022* NAVD 88     -       587.202  (meters)    1926.51   (feet)  ADJUSTED  
 FZ1022  ___________________________________________________________________
 FZ1022  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ1022  DYNAMIC HT  -         586.603 (meters)    1924.55  (feet)  COMP
 FZ1022  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 FZ1022
 FZ1022  VERT ORDER  -  SECOND    CLASS 0
 FZ1022
 FZ1022.The horizontal coordinates were scaled from a topographic map and have
 FZ1022.an estimated accuracy of +/- 6 seconds.
 FZ1022
 FZ1022.The orthometric height was determined by differential leveling
 FZ1022.and adjusted by the National Geodetic Survey in June 1991..
 FZ1022
 FZ1022.The geoid height was determined by GEOID03.
 FZ1022
 FZ1022.The dynamic height is computed by dividing the NAVD 88
 FZ1022.geopotential number by the normal gravity value computed on the
 FZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1022.degrees latitude (g = 980.6199 gals.).
 FZ1022
 FZ1022.The modeled gravity was interpolated from observed gravity values.
 FZ1022
 FZ1022;                    North         East    Units  Estimated Accuracy
 FZ1022;SPC TN       -   227,900.      963,900.      MT  (+/- 180 meters Scaled)
 FZ1022
 FZ1022                          SUPERSEDED SURVEY CONTROL
 FZ1022
 FZ1022  NGVD 29 (??/??/92)  587.318  (m)         1926.89   (f) ADJ UNCH    2 0
 FZ1022
 FZ1022.Superseded values are not recommended for survey control.
 FZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1022.See file dsdata.txt to determine how the superseded data were derived.
 FZ1022
 FZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA150197(NAD 83)
 FZ1022_MARKER: DB = BENCH MARK DISK
 FZ1022_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1022_SP_SET: ROCK OUTCROP
 FZ1022_STAMPING: J 111 1935
 FZ1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1022+STABILITY: POSITION/ELEVATION WELL
 FZ1022
 FZ1022  HISTORY     - Date     Condition        Report By
 FZ1022  HISTORY     - 1935     MONUMENTED       CGS
 FZ1022
 FZ1022                          STATION DESCRIPTION
 FZ1022
 FZ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1022'0.9 MI NE FROM DUGGER BRIDGE.
 FZ1022'0.9 MILES NORTHEAST ALONG THE DRY HILL ROAD FROM GREGG SCHOOL
 FZ1022'AT DUGGER BRIDGE, JOHNSON COUNTY, 0.4 MILE NORTHEAST OF SUGAR
 FZ1022'GROVE CHURCH AND CEMETERY, IN THE NORTHWEST CORNER OF THE
 FZ1022'JUNCTION OF THE WATAUGA RIVER COUNTY ROAD, 100 FEET NORTHEAST
 FZ1022'OF A 40-INCH WALNUT TREE, 90 FEET NORTH OF THE JUNCTION OF
 FZ1022'LINES OF POLES NEAR A LOG BRIDGE, 90 FEET NORTHWEST OF THE CENTER
 FZ1022'OF THE ROAD JUNCTION, 43 FEET WEST OF THE CENTERLINE OF THE
 FZ1022'NORTH-AND-SOUTH ROAD, 25 FEET NORTHWEST OF A 4-INCH CEDAR TREE
 FZ1022'NEAR A STOCK-WATERING TROUGH, AT THE TOE OF A SLOPE, IN FRONT
 FZ1022'OF A VERTICAL WALL OF ROCK, AND IN A ROCK OUTCROP.  A STANDARD
 FZ1022'DISK, STAMPED J 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0607 ***********************************************************************
 GA0607  DESIGNATION -  J 112
 GA0607  PID         -  GA0607
 GA0607  STATE/COUNTY-  TN/UNICOI
 GA0607  USGS QUAD   -  UNICOI (1978)
 GA0607
 GA0607                         *CURRENT SURVEY CONTROL
 GA0607  ___________________________________________________________________
 GA0607* NAD 83(1986)-  36 11 21.     (N)    082 20 06.     (W)     SCALED    
 GA0607* NAVD 88     -       606.956  (meters)    1991.32   (feet)  ADJUSTED  
 GA0607  ___________________________________________________________________
 GA0607  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA0607  DYNAMIC HT  -         606.343 (meters)    1989.31  (feet)  COMP
 GA0607  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 GA0607
 GA0607  VERT ORDER  -  SECOND    CLASS 0
 GA0607
 GA0607.The horizontal coordinates were scaled from a topographic map and have
 GA0607.an estimated accuracy of +/- 6 seconds.
 GA0607
 GA0607.The orthometric height was determined by differential leveling
 GA0607.and adjusted by the National Geodetic Survey in June 1991..
 GA0607
 GA0607.The geoid height was determined by GEOID03.
 GA0607
 GA0607.The dynamic height is computed by dividing the NAVD 88
 GA0607.geopotential number by the normal gravity value computed on the
 GA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0607.degrees latitude (g = 980.6199 gals.).
 GA0607
 GA0607.The modeled gravity was interpolated from observed gravity values.
 GA0607
 GA0607;                    North         East    Units  Estimated Accuracy
 GA0607;SPC TN       -   212,080.      929,570.      MT  (+/- 180 meters Scaled)
 GA0607
 GA0607                          SUPERSEDED SURVEY CONTROL
 GA0607
 GA0607  NGVD 29 (??/??/92)  607.050  (m)         1991.63   (f) ADJ UNCH    2 0
 GA0607
 GA0607.Superseded values are not recommended for survey control.
 GA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0607.See file dsdata.txt to determine how the superseded data were derived.
 GA0607
 GA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA799057(NAD 83)
 GA0607_MARKER: DB = BENCH MARK DISK
 GA0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0607_STAMPING: J 112 1935
 GA0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0607+STABILITY: SURFACE MOTION
 GA0607
 GA0607  HISTORY     - Date     Condition        Report By
 GA0607  HISTORY     - 1935     MONUMENTED       CGS
 GA0607  HISTORY     - 1939     MARK NOT FOUND   TVA
 GA0607
 GA0607                          STATION DESCRIPTION
 GA0607
 GA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0607'1.1 MI SE FROM UNICOI.
 GA0607'1.1 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0607'OFFICE AT UNICOI, UNICOI COUNTY, AT THE ENTRANCE TO CIVILIAN
 GA0607'CONSERVATION CORPS CAMP CORDELL HULL, 35 FEET WEST OF THE ROAD,
 GA0607'29 FEET WEST OF THE CENTERLINE OF THE ENTRANCE TO THE CAMP, 3
 GA0607'FEET WEST OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0607'STAMPED J 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0607
 GA0607                          STATION RECOVERY (1939)
 GA0607
 GA0607'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1939
 GA0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1923 ***********************************************************************
 GA1923  DESIGNATION -  J 114
 GA1923  PID         -  GA1923
 GA1923  STATE/COUNTY-  TN/GREENE
 GA1923  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1923
 GA1923                         *CURRENT SURVEY CONTROL
 GA1923  ___________________________________________________________________
 GA1923* NAD 83(1986)-  36 03 59.     (N)    083 01 28.     (W)     SCALED    
 GA1923* NAVD 88     -       375.227  (meters)    1231.06   (feet)  ADJUSTED  
 GA1923  ___________________________________________________________________
 GA1923  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1923  DYNAMIC HT  -         374.872 (meters)    1229.89  (feet)  COMP
 GA1923  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 GA1923
 GA1923  VERT ORDER  -  SECOND    CLASS 0
 GA1923
 GA1923.The horizontal coordinates were scaled from a topographic map and have
 GA1923.an estimated accuracy of +/- 6 seconds.
 GA1923
 GA1923.The orthometric height was determined by differential leveling
 GA1923.and adjusted by the National Geodetic Survey in June 1991..
 GA1923
 GA1923.The geoid height was determined by GEOID03.
 GA1923
 GA1923.The dynamic height is computed by dividing the NAVD 88
 GA1923.geopotential number by the normal gravity value computed on the
 GA1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1923.degrees latitude (g = 980.6199 gals.).
 GA1923
 GA1923.The modeled gravity was interpolated from observed gravity values.
 GA1923
 GA1923;                    North         East    Units  Estimated Accuracy
 GA1923;SPC TN       -   196,360.      868,010.      MT  (+/- 180 meters Scaled)
 GA1923
 GA1923                          SUPERSEDED SURVEY CONTROL
 GA1923
 GA1923  NGVD 29 (??/??/92)  375.381  (m)         1231.56   (f) ADJ UNCH    2 0
 GA1923
 GA1923.Superseded values are not recommended for survey control.
 GA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1923.See file dsdata.txt to determine how the superseded data were derived.
 GA1923
 GA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV176932(NAD 83)
 GA1923_MARKER: DB = BENCH MARK DISK
 GA1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1923_STAMPING: J 114 1935
 GA1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1923+STABILITY: SURFACE MOTION
 GA1923
 GA1923  HISTORY     - Date     Condition        Report By
 GA1923  HISTORY     - 1935     MONUMENTED       CGS
 GA1923
 GA1923                          STATION DESCRIPTION
 GA1923
 GA1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1923'3.2 MI NW FROM CANEY BRANCH.
 GA1923'3.2 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1923'OFFICE AT CANEY BRANCH, 0.1 MILE EAST OF THE JUNCTION OF THREE
 GA1923'DIRT ROADS, IN THE FRONT YARD OF THE HORACE HAWK RESIDENCE, 22
 GA1923'FEET WEST OF THE WEST CORNER OF THE HOUSE, 23 FEET NORTHEAST
 GA1923'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF A 20-INCH APPLE
 GA1923'TREE, 7.5 FEET SOUTHEAST OF A 20 INCH PEAR TREE, 4 FEET NORTHEAST
 GA1923'OF A FENCE CORNER AND 2 FEET LOWER THAN THE ROAD, 4.2 FEET
 GA1923'WEST-SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK STAMPED
 GA1923'J 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0689 ***********************************************************************
 GA0689  DESIGNATION -  J 115
 GA0689  PID         -  GA0689
 GA0689  STATE/COUNTY-  TN/GREENE
 GA0689  USGS QUAD   -  GREYSTONE (1978)
 GA0689
 GA0689                         *CURRENT SURVEY CONTROL
 GA0689  ___________________________________________________________________
 GA0689* NAD 83(1986)-  36 05 51.     (N)    082 44 45.     (W)     SCALED    
 GA0689* NAVD 88     -       436.714  (meters)    1432.79   (feet)  ADJUSTED  
 GA0689  ___________________________________________________________________
 GA0689  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0689  DYNAMIC HT  -         436.293 (meters)    1431.40  (feet)  COMP
 GA0689  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 GA0689
 GA0689  VERT ORDER  -  SECOND    CLASS 0
 GA0689
 GA0689.The horizontal coordinates were scaled from a topographic map and have
 GA0689.an estimated accuracy of +/- 6 seconds.
 GA0689
 GA0689.The orthometric height was determined by differential leveling
 GA0689.and adjusted by the National Geodetic Survey in June 1991..
 GA0689
 GA0689.The geoid height was determined by GEOID03.
 GA0689
 GA0689.The dynamic height is computed by dividing the NAVD 88
 GA0689.geopotential number by the normal gravity value computed on the
 GA0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0689.degrees latitude (g = 980.6199 gals.).
 GA0689
 GA0689.The modeled gravity was interpolated from observed gravity values.
 GA0689
 GA0689;                    North         East    Units  Estimated Accuracy
 GA0689;SPC TN       -   200,610.      892,980.      MT  (+/- 180 meters Scaled)
 GA0689
 GA0689                          SUPERSEDED SURVEY CONTROL
 GA0689
 GA0689  NGVD 29 (??/??/92)  436.837  (m)         1433.19   (f) ADJ UNCH    2 0
 GA0689
 GA0689.Superseded values are not recommended for survey control.
 GA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0689.See file dsdata.txt to determine how the superseded data were derived.
 GA0689
 GA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV428961(NAD 83)
 GA0689_MARKER: DB = BENCH MARK DISK
 GA0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0689_STAMPING: J 115 1935
 GA0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0689+STABILITY: SURFACE MOTION
 GA0689
 GA0689  HISTORY     - Date     Condition        Report By
 GA0689  HISTORY     - 1935     MONUMENTED       CGS
 GA0689  HISTORY     - 1955     GOOD             NGS
 GA0689
 GA0689                          STATION DESCRIPTION
 GA0689
 GA0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0689'3 MI SE FROM JONES BRIDGE.
 GA0689'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0689'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE
 GA0689'0.75 MILE NORTHEAST ALONG A PAVED ROAD, 0.2 MILE SOUTHWEST OF
 GA0689'DOBSON SCHOOL, 0.1 MILE NORTHEAST OF A CONCRETE BRIDGE, AT THE
 GA0689'H.A. DOBSON RESIDENCE, 62.7 FEET EAST OF THE SOUTHEAST CORNER OF
 GA0689'THE HOUSE, 41.5 FEET NORTHEAST OF THE CENTERLINE OF THE WALK
 GA0689'LEADING TO THE HOUSE, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 GA0689'ROAD, 13.4 FEET WEST OF A POLE, 2.5 FEET SOUTH OF A FENCE LINE,
 GA0689'AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED J 115
 GA0689'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 GA0689'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1024 ***********************************************************************
 GA1024  DESIGNATION -  J 117
 GA1024  PID         -  GA1024
 GA1024  STATE/COUNTY-  TN/GREENE
 GA1024  USGS QUAD   -  GREENEVILLE (1961)
 GA1024
 GA1024                         *CURRENT SURVEY CONTROL
 GA1024  ___________________________________________________________________
 GA1024* NAD 83(1986)-  36 08 21.     (N)    082 49 41.     (W)     SCALED    
 GA1024* NAVD 88     -       436.644  (meters)    1432.56   (feet)  ADJUSTED  
 GA1024  ___________________________________________________________________
 GA1024  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA1024  DYNAMIC HT  -         436.228 (meters)    1431.19  (feet)  COMP
 GA1024  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 GA1024
 GA1024  VERT ORDER  -  SECOND    CLASS 0
 GA1024
 GA1024.The horizontal coordinates were scaled from a topographic map and have
 GA1024.an estimated accuracy of +/- 6 seconds.
 GA1024
 GA1024.The orthometric height was determined by differential leveling
 GA1024.and adjusted by the National Geodetic Survey in June 1991..
 GA1024
 GA1024.The geoid height was determined by GEOID03.
 GA1024
 GA1024.The dynamic height is computed by dividing the NAVD 88
 GA1024.geopotential number by the normal gravity value computed on the
 GA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1024.degrees latitude (g = 980.6199 gals.).
 GA1024
 GA1024.The modeled gravity was interpolated from observed gravity values.
 GA1024
 GA1024;                    North         East    Units  Estimated Accuracy
 GA1024;SPC TN       -   204,980.      885,430.      MT  (+/- 180 meters Scaled)
 GA1024
 GA1024                          SUPERSEDED SURVEY CONTROL
 GA1024
 GA1024  NGVD 29 (??/??/92)  436.766  (m)         1432.96   (f) ADJ UNCH    2 0
 GA1024
 GA1024.Superseded values are not recommended for survey control.
 GA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1024.See file dsdata.txt to determine how the superseded data were derived.
 GA1024
 GA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA355009(NAD 83)
 GA1024_MARKER: DB = BENCH MARK DISK
 GA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1024_STAMPING: J 117 1935
 GA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1024+STABILITY: SURFACE MOTION
 GA1024
 GA1024  HISTORY     - Date     Condition        Report By
 GA1024  HISTORY     - 1935     MONUMENTED       CGS
 GA1024  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA1024
 GA1024                          STATION DESCRIPTION
 GA1024
 GA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1024'2.1 MI S FROM GREENEVILLE.
 GA1024'2.1 MILES SOUTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1024'THE COURTHOUSE AT GREENEVILLE, GREENE COUNTY, 360 YARDS NORTHEAST
 GA1024'OF THE NORTHEAST CORNER OF THE BRED HOLT RESIDENCE, 54 YARDS
 GA1024'NORTHEAST OF THE SOUTHEAST END OF A CULVERT, 7 YARDS SOUTHEAST
 GA1024'OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.
 GA1024'A STANDARD DISK, STAMPED J 117 1935 AND SET IN THE TOP OF A CONCRETE
 GA1024'POST.
 GA1024
 GA1024                          STATION RECOVERY (1961)
 GA1024
 GA1024'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0984 ***********************************************************************
 GA0984  DESIGNATION -  J 118
 GA0984  PID         -  GA0984
 GA0984  STATE/COUNTY-  TN/GREENE
 GA0984  USGS QUAD   -  CEDAR CREEK (1980)
 GA0984
 GA0984                         *CURRENT SURVEY CONTROL
 GA0984  ___________________________________________________________________
 GA0984* NAD 83(1986)-  36 04 45.     (N)    082 57 38.     (W)     SCALED    
 GA0984* NAVD 88     -       367.754  (meters)    1206.54   (feet)  ADJUSTED  
 GA0984  ___________________________________________________________________
 GA0984  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0984  DYNAMIC HT  -         367.404 (meters)    1205.39  (feet)  COMP
 GA0984  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 GA0984
 GA0984  VERT ORDER  -  SECOND    CLASS 0
 GA0984
 GA0984.The horizontal coordinates were scaled from a topographic map and have
 GA0984.an estimated accuracy of +/- 6 seconds.
 GA0984
 GA0984.The orthometric height was determined by differential leveling
 GA0984.and adjusted by the National Geodetic Survey in June 1991..
 GA0984
 GA0984.The geoid height was determined by GEOID03.
 GA0984
 GA0984.The dynamic height is computed by dividing the NAVD 88
 GA0984.geopotential number by the normal gravity value computed on the
 GA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0984.degrees latitude (g = 980.6199 gals.).
 GA0984
 GA0984.The modeled gravity was interpolated from observed gravity values.
 GA0984
 GA0984;                    North         East    Units  Estimated Accuracy
 GA0984;SPC TN       -   197,950.      873,720.      MT  (+/- 180 meters Scaled)
 GA0984
 GA0984                          SUPERSEDED SURVEY CONTROL
 GA0984
 GA0984  NGVD 29 (??/??/92)  367.905  (m)         1207.04   (f) ADJ UNCH    2 0
 GA0984
 GA0984.Superseded values are not recommended for survey control.
 GA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0984.See file dsdata.txt to determine how the superseded data were derived.
 GA0984
 GA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV234945(NAD 83)
 GA0984_MARKER: DB = BENCH MARK DISK
 GA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0984_STAMPING: J 118 1935
 GA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0984+STABILITY: SURFACE MOTION
 GA0984
 GA0984  HISTORY     - Date     Condition        Report By
 GA0984  HISTORY     - 1935     MONUMENTED       CGS
 GA0984  HISTORY     - 1950     GOOD             TVA
 GA0984
 GA0984                          STATION DESCRIPTION
 GA0984
 GA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0984'2.8 MI NE FROM CANEY BRANCH.
 GA0984'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0984'AT CANEY BRANCH, GREENE COUNTY, 0.8 MILE NORTH OF THE NORTH END
 GA0984'OF LOVE BRIDGE OVER NOLICHUCKY RIVER, 106 YARDS SOUTH OF THE
 GA0984'JUNCTION OF A ROAD LEADING SOUTHWEST, 8 YARDS WEST OF THE
 GA0984'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A BARBED-WIRE FENCE
 GA0984'LINE, AND LEVEL WITH THE HIGHWAY.  357 FEET SOUTHWEST OF THE
 GA0984'CENTERLINE OF THE INTERSECTION OF U.S. HIGHWAY 411 AND ROAD
 GA0984'SOUTHWEST, 134 FEET SOUTHWEST OF POWER POLE 150, 106.6 FEET
 GA0984'NORTHEAST OF POWER POLE 357, 78 FEET NORTH OF THE CENTERLINE
 GA0984'OF COUNTY ROAD AND 29 FEET WEST OF THE CENTERLINE OF U.S.
 GA0984'HIGHWAY 411.  A STANDARD DISK, STAMPED J 118 1935 AND SET IN
 GA0984'THE TOP OF A CONCRETE POST.
 GA0984
 GA0984                          STATION RECOVERY (1950)
 GA0984
 GA0984'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1957 ***********************************************************************
 GA1957  DESIGNATION -  J 119
 GA1957  PID         -  GA1957
 GA1957  STATE/COUNTY-  TN/COCKE
 GA1957  USGS QUAD   -  RANKIN (1980)
 GA1957
 GA1957                         *CURRENT SURVEY CONTROL
 GA1957  ___________________________________________________________________
 GA1957* NAD 83(1986)-  36 06 44.     (N)    083 07 35.     (W)     SCALED    
 GA1957* NAVD 88     -       331.352  (meters)    1087.11   (feet)  ADJUSTED  
 GA1957  ___________________________________________________________________
 GA1957  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1957  DYNAMIC HT  -         331.043 (meters)    1086.10  (feet)  COMP
 GA1957  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GA1957
 GA1957  VERT ORDER  -  SECOND    CLASS 0
 GA1957
 GA1957.The horizontal coordinates were scaled from a topographic map and have
 GA1957.an estimated accuracy of +/- 6 seconds.
 GA1957
 GA1957.The orthometric height was determined by differential leveling
 GA1957.and adjusted by the National Geodetic Survey in June 1991..
 GA1957
 GA1957.The geoid height was determined by GEOID03.
 GA1957
 GA1957.The dynamic height is computed by dividing the NAVD 88
 GA1957.geopotential number by the normal gravity value computed on the
 GA1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1957.degrees latitude (g = 980.6199 gals.).
 GA1957
 GA1957.The modeled gravity was interpolated from observed gravity values.
 GA1957
 GA1957;                    North         East    Units  Estimated Accuracy
 GA1957;SPC TN       -   201,170.      858,680.      MT  (+/- 180 meters Scaled)
 GA1957
 GA1957                          SUPERSEDED SURVEY CONTROL
 GA1957
 GA1957  NGVD 29 (??/??/92)  331.503  (m)         1087.61   (f) ADJ UNCH    2 0
 GA1957
 GA1957.Superseded values are not recommended for survey control.
 GA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1957.See file dsdata.txt to determine how the superseded data were derived.
 GA1957
 GA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV086984(NAD 83)
 GA1957_MARKER: DB = BENCH MARK DISK
 GA1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1957_STAMPING: J 119 1935
 GA1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1957+STABILITY: SURFACE MOTION
 GA1957
 GA1957  HISTORY     - Date     Condition        Report By
 GA1957  HISTORY     - 1935     MONUMENTED       CGS
 GA1957  HISTORY     - 1971     MARK NOT FOUND   TNDT
 GA1957
 GA1957                          STATION DESCRIPTION
 GA1957
 GA1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1957'6 MI NE FROM RANKIN.
 GA1957'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1957'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E, THENCE 2-1/2
 GA1957'MILES EAST ALONG THE BIRD HILL ROAD, 0.65 MILE NORTHWEST OF
 GA1957'CONWAY BRIDGE, 0.3 MILE NORTHEAST OF BRIAR THICKET CHURCH, 0.25
 GA1957'MILE SOUTHWEST OF Y ROAD JUNCTION, 45 FEET NORTH OF NORTH
 GA1957'SIDE OF GARAGE OF FLOYD MOORE, 66 FEET SOUTH-SOUTHWEST OF
 GA1957'SOUTHWEST CORNER OF MILK HOUSE, 21 FEET NORTH OF THE CENTERLINE
 GA1957'OF A WALK TO MOORE RESIDENCE, 20 FEET EAST OF CENTERLINE OF
 GA1957'ROAD, 3 FEET NORTHWEST OF A HEDGE.  A STANDARD DISK, STAMPED
 GA1957'J 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1957
 GA1957                          STATION RECOVERY (1971)
 GA1957
 GA1957'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1112 ***********************************************************************
 FB1112  DESIGNATION -  J 121
 FB1112  PID         -  FB1112
 FB1112  STATE/COUNTY-  TN/COCKE
 FB1112  USGS QUAD   -  PAINT ROCK (1991)
 FB1112
 FB1112                         *CURRENT SURVEY CONTROL
 FB1112  ___________________________________________________________________
 FB1112* NAD 83(1986)-  35 57 51.     (N)    082 56 51.     (W)     SCALED    
 FB1112* NAVD 88     -       552.35   (+/-2cm)    1812.2    (feet)  VERTCON   
 FB1112  ___________________________________________________________________
 FB1112  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1112
 FB1112  VERT ORDER  -  ? (See Below)
 FB1112
 FB1112.The horizontal coordinates were scaled from a topographic map and have
 FB1112.an estimated accuracy of +/- 6 seconds.
 FB1112
 FB1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1112.The vertical order pertains to the NGVD 29 superseded value.
 FB1112
 FB1112.The geoid height was determined by GEOID03.
 FB1112
 FB1112;                    North         East    Units  Estimated Accuracy
 FB1112;SPC TN       -   185,230.      875,290.      MT  (+/- 180 meters Scaled)
 FB1112
 FB1112                          SUPERSEDED SURVEY CONTROL
 FB1112
 FB1112  NGVD 29 (??/??/92)  552.486  (m)         1812.61   (f) ADJ UNCH    ?  
 FB1112
 FB1112.Superseded values are not recommended for survey control.
 FB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1112.See file dsdata.txt to determine how the superseded data were derived.
 FB1112
 FB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV243817(NAD 83)
 FB1112_MARKER: DB = BENCH MARK DISK
 FB1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1112_SP_SET: CULVERT
 FB1112_STAMPING: J 121 1935
 FB1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1112
 FB1112  HISTORY     - Date     Condition        Report By
 FB1112  HISTORY     - 1935     MONUMENTED       CGS
 FB1112  HISTORY     - 1955     GOOD             NGS
 FB1112
 FB1112                          STATION DESCRIPTION
 FB1112
 FB1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1112'6.3 MI N FROM WOLF CREEK.
 FB1112'6.3 MILES NORTH ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1112'COCKE COUNTY, AT THE L.N. COGGILL RESIDENCE, 60.5 FEET NORTH
 FB1112'OF THE NORTHEAST CORNER OF THE HOUSE, 120 FEET SOUTHEAST OF A
 FB1112'BARN, 85.8 FEET WEST OF A 10-INCH CHERRY TREE, 65 FEET SOUTHEAST
 FB1112'OF THE JUNCTION OF AN OLD ROAD LEADING NORTH, 14 FEET NORTH OF
 FB1112'A WIRE FENCE, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST
 FB1112'END OF THE SOUTH HEADWALL, AND 7 FEET SOUTH OF THE ROAD.  A
 FB1112'STANDARD DISK.  NOTE-- STATION IS CAP IN CONCRETE HEADWALL OF
 FB1112'HIGHWAY CULVERT.  NO POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1343 ***********************************************************************
 FB1343  DESIGNATION -  J 122
 FB1343  PID         -  FB1343
 FB1343  STATE/COUNTY-  TN/COCKE
 FB1343  USGS QUAD   -  JONES COVE (1978)
 FB1343
 FB1343                         *CURRENT SURVEY CONTROL
 FB1343  ___________________________________________________________________
 FB1343* NAD 83(1986)-  35 50 50.     (N)    083 15 39.     (W)     SCALED    
 FB1343* NAVD 88     -       415.21   (+/-2cm)    1362.2    (feet)  VERTCON   
 FB1343  ___________________________________________________________________
 FB1343  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FB1343
 FB1343  VERT ORDER  -  ? (See Below)
 FB1343
 FB1343.The horizontal coordinates were scaled from a topographic map and have
 FB1343.an estimated accuracy of +/- 6 seconds.
 FB1343
 FB1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1343.The vertical order pertains to the NGVD 29 superseded value.
 FB1343
 FB1343.The geoid height was determined by GEOID03.
 FB1343
 FB1343;                    North         East    Units  Estimated Accuracy
 FB1343;SPC TN       -   171,430.      847,400.      MT  (+/- 180 meters Scaled)
 FB1343
 FB1343                          SUPERSEDED SURVEY CONTROL
 FB1343
 FB1343  NGVD 29 (??/??/92)  415.374  (m)         1362.77   (f) ADJ UNCH    ?  
 FB1343
 FB1343.Superseded values are not recommended for survey control.
 FB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1343.See file dsdata.txt to determine how the superseded data were derived.
 FB1343
 FB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV958693(NAD 83)
 FB1343_MARKER: DB = BENCH MARK DISK
 FB1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1343_STAMPING: J 122 1935
 FB1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1343+STABILITY: SURFACE MOTION
 FB1343
 FB1343  HISTORY     - Date     Condition        Report By
 FB1343  HISTORY     - 1935     MONUMENTED       CGS
 FB1343  HISTORY     - 1949     GOOD             NGS
 FB1343
 FB1343                          STATION DESCRIPTION
 FB1343
 FB1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1343'0.9 MI NE FROM COSBY.
 FB1343'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1343'COUNTY, 1 MILE WEST ALONG THE CHAVIS CREEK ROAD, 1.1 MILES SOUTH
 FB1343'OF PLEASANT VALLEY CHURCH, 600 FEET NORTH OF A Y-ROAD JUNCTION,
 FB1343'ON THE PROPERTY OF ESSIE LARGE, 95 FEET NORTHEAST OF THE HOUSE,
 FB1343'30.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A NEW GARAGE,
 FB1343'28.5 FEET NORTHEAST OF THE SOUTHEAST CORNER, 19 FEET WEST OF
 FB1343'THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A WIRE FENCE, AND
 FB1343'1 FOOT WEST OF A CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED
 FB1343'J 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2000 ***********************************************************************
 GA2000  DESIGNATION -  J 122 X
 GA2000  PID         -  GA2000
 GA2000  STATE/COUNTY-  TN/JEFFERSON
 GA2000  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2000
 GA2000                         *CURRENT SURVEY CONTROL
 GA2000  ___________________________________________________________________
 GA2000* NAD 83(1986)-  36 01 00.     (N)    083 24 58.     (W)     SCALED    
 GA2000* NAVD 88     -       305.57   (+/-2cm)    1002.5    (feet)  VERTCON   
 GA2000  ___________________________________________________________________
 GA2000  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2000
 GA2000  VERT ORDER  -  ? (See Below)
 GA2000
 GA2000.The horizontal coordinates were scaled from a topographic map and have
 GA2000.an estimated accuracy of +/- 6 seconds.
 GA2000
 GA2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2000.The vertical order pertains to the NGVD 29 superseded value.
 GA2000
 GA2000.The geoid height was determined by GEOID03.
 GA2000
 GA2000;                    North         East    Units  Estimated Accuracy
 GA2000;SPC TN       -   189,840.      832,890.      MT  (+/- 180 meters Scaled)
 GA2000
 GA2000                          SUPERSEDED SURVEY CONTROL
 GA2000
 GA2000  NGVD 29 (??/??/92)  305.742  (m)         1003.09   (f) ADJ UNCH    ?  
 GA2000
 GA2000.Superseded values are not recommended for survey control.
 GA2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2000.See file dsdata.txt to determine how the superseded data were derived.
 GA2000
 GA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV822884(NAD 83)
 GA2000_MARKER: DB = BENCH MARK DISK
 GA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2000_STAMPING: J 122 X 1935
 GA2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2000+STABILITY: SURFACE MOTION
 GA2000
 GA2000  HISTORY     - Date     Condition        Report By
 GA2000  HISTORY     - 1935     MONUMENTED       CGS
 GA2000  HISTORY     - 1937     GOOD             TVA
 GA2000
 GA2000                          STATION DESCRIPTION
 GA2000
 GA2000'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA2000'AT DANDRIDGE.
 GA2000'AT DANDRIDGE, AT THE COUNTY COURTHOUSE, 18 FEET NORTH OF THE
 GA2000'NORTH EDGE OF MAIN STREET, 11.4 FEET SOUTHWEST OF THE SOUTHWEST
 GA2000'CORNER OF THE COURTHOUSE, 6.4 FEET SOUTHWEST OF THE EAST CORNER
 GA2000'OF AN IRON FENCE, 28 FEET EAST OF AN 11-INCH MAPLE TREE, AND AT
 GA2000'THE NORTH EDGE OF THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED
 GA2000'J 122 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1242 ***********************************************************************
 FZ1242  DESIGNATION -  J 123
 FZ1242  PID         -  FZ1242
 FZ1242  STATE/COUNTY-  TN/JOHNSON
 FZ1242  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1242
 FZ1242                         *CURRENT SURVEY CONTROL
 FZ1242  ___________________________________________________________________
 FZ1242* NAD 83(1986)-  36 31 43.     (N)    081 54 32.     (W)     SCALED    
 FZ1242* NAVD 88     -       866.991  (meters)    2844.45   (feet)  ADJUSTED  
 FZ1242  ___________________________________________________________________
 FZ1242  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1242  DYNAMIC HT  -         866.145 (meters)    2841.68  (feet)  COMP
 FZ1242  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 FZ1242
 FZ1242  VERT ORDER  -  SECOND    CLASS 0
 FZ1242
 FZ1242.The horizontal coordinates were scaled from a topographic map and have
 FZ1242.an estimated accuracy of +/- 6 seconds.
 FZ1242
 FZ1242.The orthometric height was determined by differential leveling
 FZ1242.and adjusted by the National Geodetic Survey in June 1991..
 FZ1242
 FZ1242.The geoid height was determined by GEOID03.
 FZ1242
 FZ1242.The dynamic height is computed by dividing the NAVD 88
 FZ1242.geopotential number by the normal gravity value computed on the
 FZ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1242.degrees latitude (g = 980.6199 gals.).
 FZ1242
 FZ1242.The modeled gravity was interpolated from observed gravity values.
 FZ1242
 FZ1242;                    North         East    Units  Estimated Accuracy
 FZ1242;SPC TN       -   251,230.      966,290.      MT  (+/- 180 meters Scaled)
 FZ1242
 FZ1242                          SUPERSEDED SURVEY CONTROL
 FZ1242
 FZ1242  NGVD 29 (??/??/92)  867.075  (m)         2844.73   (f) ADJ UNCH    2 0
 FZ1242
 FZ1242.Superseded values are not recommended for survey control.
 FZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1242.See file dsdata.txt to determine how the superseded data were derived.
 FZ1242
 FZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA186429(NAD 83)
 FZ1242_MARKER: DB = BENCH MARK DISK
 FZ1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1242_SP_SET: PORCH
 FZ1242_STAMPING: J 123 1935
 FZ1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1242
 FZ1242  HISTORY     - Date     Condition        Report By
 FZ1242  HISTORY     - 1935     MONUMENTED       CGS
 FZ1242
 FZ1242                          STATION DESCRIPTION
 FZ1242
 FZ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1242'1.9 MI SW FROM CRANDULL.
 FZ1242'1.9 MILES SOUTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1242'JOHNSON COUNTY, AT HARMON, NEAR THE JUNCTION OF THE OWL BRANCH
 FZ1242'FARM ROAD, 200 FEET WEST OF A SCHOOLHOUSE, AT THE CHURCH, IN THE
 FZ1242'CONCRETE FRONT PORCH, DIRECTLY UNDER THE LARGE CENTER WINDOW,
 FZ1242'110 FEET NORTHEAST OF A 30-INCH RED OAK TREE, 100 FEET WEST OF THE
 FZ1242'SCHOOL PUMP, 40-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FZ1242'AND 4-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FZ1242'J 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1348 ***********************************************************************
 FB1348  DESIGNATION -  J 126
 FB1348  PID         -  FB1348
 FB1348  STATE/COUNTY-  TN/COCKE
 FB1348  USGS QUAD   -  WATERVILLE (1968)
 FB1348
 FB1348                         *CURRENT SURVEY CONTROL
 FB1348  ___________________________________________________________________
 FB1348* NAD 83(1986)-  35 49 23.     (N)    083 05 24.     (W)     SCALED    
 FB1348* NAVD 88     -       597.10   (+/-2cm)    1959.0    (feet)  VERTCON   
 FB1348  ___________________________________________________________________
 FB1348  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB1348
 FB1348  VERT ORDER  -  ? (See Below)
 FB1348
 FB1348.The horizontal coordinates were scaled from a topographic map and have
 FB1348.an estimated accuracy of +/- 6 seconds.
 FB1348
 FB1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1348.The vertical order pertains to the NGVD 29 superseded value.
 FB1348
 FB1348.The geoid height was determined by GEOID03.
 FB1348
 FB1348;                    North         East    Units  Estimated Accuracy
 FB1348;SPC TN       -   169,190.      862,910.      MT  (+/- 180 meters Scaled)
 FB1348
 FB1348                          SUPERSEDED SURVEY CONTROL
 FB1348
 FB1348  NGVD 29 (??/??/92)  597.233  (m)         1959.42   (f) ADJ UNCH    ?  
 FB1348
 FB1348.Superseded values are not recommended for survey control.
 FB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1348.See file dsdata.txt to determine how the superseded data were derived.
 FB1348
 FB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV112663(NAD 83)
 FB1348_MARKER: DB = BENCH MARK DISK
 FB1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1348_STAMPING: J 126 1935
 FB1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1348+STABILITY: SURFACE MOTION
 FB1348
 FB1348  HISTORY     - Date     Condition        Report By
 FB1348  HISTORY     - 1935     MONUMENTED       CGS
 FB1348  HISTORY     - 1949     GOOD             NGS
 FB1348
 FB1348                          STATION DESCRIPTION
 FB1348
 FB1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1348'2.7 MI SE FROM RAVEN BRANCH.
 FB1348'2.7 MILES SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, 0.1 MILE
 FB1348'SOUTHEAST OF THE JUNCTION OF THE GRASSY FORK ROAD LEADING
 FB1348'SOUTH, ON THE GULF FORK ROAD, ON THE PROPERTY OF KIN HOLT,
 FB1348'46.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOLT STORE,
 FB1348'16.2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 25
 FB1348'FEET NORTHEAST OF A FENCE CORNER, 28 FEET NORTHEAST OF THE
 FB1348'ROAD, 28 FEET SOUTHWEST OF A SHED, 12 FEET NORTH OF A 12-INCH
 FB1348'APPLE TREE, AND 2 FEET NORTHWEST OF A WIRE FENCE.  A STANDARD
 FB1348'DISK, STAMPED J 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0772 ***********************************************************************
 GD0772  DESIGNATION -  J 13
 GD0772  PID         -  GD0772
 GD0772  STATE/COUNTY-  TN/OBION
 GD0772  USGS QUAD   -  HORNBEAK (1983)
 GD0772
 GD0772                         *CURRENT SURVEY CONTROL
 GD0772  ___________________________________________________________________
 GD0772* NAD 83(1986)-  36 19 52.     (N)    089 17 47.     (W)     SCALED    
 GD0772* NAVD 88     -       144.378  (meters)     473.68   (feet)  ADJUSTED  
 GD0772  ___________________________________________________________________
 GD0772  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0772  DYNAMIC HT  -         144.259 (meters)     473.29  (feet)  COMP
 GD0772  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GD0772
 GD0772  VERT ORDER  -  SECOND    CLASS 0
 GD0772
 GD0772.The horizontal coordinates were scaled from a topographic map and have
 GD0772.an estimated accuracy of +/- 6 seconds.
 GD0772
 GD0772.The orthometric height was determined by differential leveling
 GD0772.and adjusted by the National Geodetic Survey in June 1991..
 GD0772
 GD0772.The geoid height was determined by GEOID03.
 GD0772
 GD0772.The dynamic height is computed by dividing the NAVD 88
 GD0772.geopotential number by the normal gravity value computed on the
 GD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0772.degrees latitude (g = 980.6199 gals.).
 GD0772
 GD0772.The modeled gravity was interpolated from observed gravity values.
 GD0772
 GD0772;                    North         East    Units  Estimated Accuracy
 GD0772;SPC TN       -   226,640.      304,090.      MT  (+/- 180 meters Scaled)
 GD0772
 GD0772                          SUPERSEDED SURVEY CONTROL
 GD0772
 GD0772  NGVD 29 (??/??/??)  144.327  (m)          473.51   (f) ADJUSTED    2 0
 GD0772
 GD0772.Superseded values are not recommended for survey control.
 GD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0772.See file dsdata.txt to determine how the superseded data were derived.
 GD0772
 GD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF938231(NAD 83)
 GD0772_MARKER: DB = BENCH MARK DISK
 GD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0772_STAMPING: J 13 1935
 GD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0772+STABILITY: SURFACE MOTION
 GD0772
 GD0772  HISTORY     - Date     Condition        Report By
 GD0772  HISTORY     - 1935     MONUMENTED       CGS
 GD0772  HISTORY     - 1967     GOOD             CGS
 GD0772  HISTORY     - 20000429 MARK NOT FOUND   USE
 GD0772
 GD0772                          STATION DESCRIPTION
 GD0772
 GD0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0772'AT HORNBEAK.
 GD0772'THE MARK IS LOCATED IN THE NORTHWEST ANGLE OF A T INTERSECTION
 GD0772'IN THE CENTER OF HORNBEAK WHERE STATE ROUTE 21 TURNS SHARP WEST
 GD0772'AND A PAVED ROAD CONTINUES SOUTH.  IT IS 62.8 FEET WEST OF A
 GD0772'POINT DIRECTLY BELOW THE CENTER OF A LARGE STAINED GLASS WINDOW
 GD0772'IN THE EAST WALL OF THE METHODIST CHURCH, 48 FEET NORTH OF THE
 GD0772'APPROXIMATE CENTER OF STATE ROUTE 21 AT POINT SOUTH OF AND ON
 GD0772'TANGENT WITH A CONCRETE RETAINING WALL, 47.5 FEET EAST-NORTHEAST
 GD0772'OF A 16-INCH PINE TREE, 29.2 FEET NORTH OF THE NORTH EDGE OF A
 GD0772'CONCRETE SIDEWALK, 3.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD0772'OF A FILLING STATION, AND 3.1 FEET WEST OF THE WEST EDGE OF THE
 GD0772'CONCRETE RETAINING WALL BETWEEN THE FILLING STATION AND THE
 GD0772'CHURCH LAWN.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 GD0772'A 6-INCH, SQUARE, CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE
 GD0772'SURFACE OF THE LAWN AND THE DISK IS J 13 1935.
 GD0772
 GD0772                          STATION RECOVERY (2000)
 GD0772
 GD0772'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0772'STATION NOT FOUND.  ALL REFERENCES ARE GONE, CURVE IN HIGHWAY 21 HAS
 GD0772'BEEN RESHAPED.  A VACANT LOT EXISTS IN AREA OF MARK.  MARK PROBABLY
 GD0772'STILL EXISTS, BUT NO REFERENCES EXIST TO LOCATE FROM.  MAY HOLD WELL,
 GD0772'BUT SUBJECT TO GROUND MOVEMENT.  CONTAINS MAGNETIC MATERIAL.  USE CAR.
 GD0772'DESCRIBED BY JAMES M HANNA, USACE MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2239 ***********************************************************************
 GA2239  DESIGNATION -  J 130
 GA2239  PID         -  GA2239
 GA2239  STATE/COUNTY-  TN/KNOX
 GA2239  USGS QUAD   -  JOHN SEVIER (1992)
 GA2239
 GA2239                         *CURRENT SURVEY CONTROL
 GA2239  ___________________________________________________________________
 GA2239* NAD 83(1986)-  36 01 22.     (N)    083 51 03.     (W)     SCALED    
 GA2239* NAVD 88     -       275.843  (meters)     904.99   (feet)  ADJUSTED  
 GA2239  ___________________________________________________________________
 GA2239  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2239  DYNAMIC HT  -         275.589 (meters)     904.16  (feet)  COMP
 GA2239  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2239
 GA2239  VERT ORDER  -  FIRST     CLASS I
 GA2239
 GA2239.The horizontal coordinates were scaled from a topographic map and have
 GA2239.an estimated accuracy of +/- 6 seconds.
 GA2239
 GA2239.The orthometric height was determined by differential leveling
 GA2239.and adjusted by the National Geodetic Survey in June 1991..
 GA2239
 GA2239.The geoid height was determined by GEOID03.
 GA2239
 GA2239.The dynamic height is computed by dividing the NAVD 88
 GA2239.geopotential number by the normal gravity value computed on the
 GA2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2239.degrees latitude (g = 980.6199 gals.).
 GA2239
 GA2239.The modeled gravity was interpolated from observed gravity values.
 GA2239
 GA2239;                    North         East    Units  Estimated Accuracy
 GA2239;SPC TN       -   189,570.      793,700.      MT  (+/- 180 meters Scaled)
 GA2239
 GA2239                          SUPERSEDED SURVEY CONTROL
 GA2239
 GA2239  NGVD 29 (??/??/92)  275.976  (m)          905.43   (f) ADJ UNCH    1 1
 GA2239
 GA2239.Superseded values are not recommended for survey control.
 GA2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2239.See file dsdata.txt to determine how the superseded data were derived.
 GA2239
 GA2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV431902(NAD 83)
 GA2239_MARKER: DB = BENCH MARK DISK
 GA2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2239_SP_SET: OVERPASS
 GA2239_STAMPING: J 130 1936
 GA2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2239
 GA2239  HISTORY     - Date     Condition        Report By
 GA2239  HISTORY     - 1936     MONUMENTED       CGS
 GA2239  HISTORY     - 1967     GOOD             NGS
 GA2239
 GA2239                          STATION DESCRIPTION
 GA2239
 GA2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2239'5.8 MI NE FROM KNOXVILLE.
 GA2239'ABOUT 5.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2239'STATION AT KNOXVILLE, ABOUT 5 1/2 RAILS NORTHEAST OF MILEPOST 125,
 GA2239'NEAR THE SOUTHWEST END OF THE JOHN SEVIER YARDS, SET ON THE TOP OF
 GA2239'THE CONCRETE BASE OF THE FIRST PIER NORTHWEST OF THE TRACK
 GA2239'UNDER THE U.S. HIGHWAY 11W OVERPASS OVER THE TRACKS, 7 FEET
 GA2239'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF FOUR
 GA2239'TRACK AND 3 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0445 ***********************************************************************
 FC0445  DESIGNATION -  J 131
 FC0445  PID         -  FC0445
 FC0445  STATE/COUNTY-  TN/BRADLEY
 FC0445  USGS QUAD   -  MC DONALD (1976)
 FC0445
 FC0445                         *CURRENT SURVEY CONTROL
 FC0445  ___________________________________________________________________
 FC0445* NAD 83(1986)-  35 03 56.     (N)    084 55 08.     (W)     SCALED    
 FC0445* NAVD 88     -       285.684  (meters)     937.28   (feet)  ADJUSTED  
 FC0445  ___________________________________________________________________
 FC0445  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FC0445  DYNAMIC HT  -         285.400 (meters)     936.35  (feet)  COMP
 FC0445  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC0445
 FC0445  VERT ORDER  -  FIRST     CLASS I
 FC0445
 FC0445.The horizontal coordinates were scaled from a topographic map and have
 FC0445.an estimated accuracy of +/- 6 seconds.
 FC0445
 FC0445.The orthometric height was determined by differential leveling
 FC0445.and adjusted by the National Geodetic Survey in June 1991..
 FC0445
 FC0445.The geoid height was determined by GEOID03.
 FC0445
 FC0445.The dynamic height is computed by dividing the NAVD 88
 FC0445.geopotential number by the normal gravity value computed on the
 FC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0445.degrees latitude (g = 980.6199 gals.).
 FC0445
 FC0445.The modeled gravity was interpolated from observed gravity values.
 FC0445
 FC0445;                    North         East    Units  Estimated Accuracy
 FC0445;SPC TN       -    81,790.      698,620.      MT  (+/- 180 meters Scaled)
 FC0445
 FC0445                          SUPERSEDED SURVEY CONTROL
 FC0445
 FC0445  NGVD 29 (??/??/92)  285.677  (m)          937.26   (f) ADJ UNCH    1 1
 FC0445
 FC0445.Superseded values are not recommended for survey control.
 FC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0445.See file dsdata.txt to determine how the superseded data were derived.
 FC0445
 FC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD897822(NAD 83)
 FC0445_MARKER: DB = BENCH MARK DISK
 FC0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0445_STAMPING: J 131 1936
 FC0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0445+STABILITY: SURFACE MOTION
 FC0445
 FC0445  HISTORY     - Date     Condition        Report By
 FC0445  HISTORY     - 1936     MONUMENTED       CGS
 FC0445  HISTORY     - 1968     GOOD             NGS
 FC0445
 FC0445                          STATION DESCRIPTION
 FC0445
 FC0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0445'6.6 MI SW FROM CLEVELAND.
 FC0445'ABOUT 6.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0445'STATION AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 7,
 FC0445'ABOUT 50 YARDS NORTH OF AND ACROSS THE TRACK FROM A ONE STORY
 FC0445'BRICK FARMHOUSE, 71 1/2 FEET SOUTH OF A WELL WITH A PUMP IN THE
 FC0445'BARN YARD, 19.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 15 1/2
 FC0445'FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 0.6 FOOT NORTHWEST
 FC0445'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK
 FC0445'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FC0445'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2012 ***********************************************************************
 FB2012  DESIGNATION -  J 132
 FB2012  PID         -  FB2012
 FB2012  STATE/COUNTY-  TN/BLOUNT
 FB2012  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2012
 FB2012                         *CURRENT SURVEY CONTROL
 FB2012  ___________________________________________________________________
 FB2012* NAD 83(1986)-  35 40 31.     (N)    083 56 21.     (W)     SCALED    
 FB2012* NAVD 88     -       318.48   (+/-2cm)    1044.9    (feet)  VERTCON   
 FB2012  ___________________________________________________________________
 FB2012  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB2012
 FB2012  VERT ORDER  -  ? (See Below)
 FB2012
 FB2012.The horizontal coordinates were scaled from a topographic map and have
 FB2012.an estimated accuracy of +/- 6 seconds.
 FB2012
 FB2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2012.The vertical order pertains to the NGVD 29 superseded value.
 FB2012
 FB2012.The geoid height was determined by GEOID03.
 FB2012
 FB2012;                    North         East    Units  Estimated Accuracy
 FB2012;SPC TN       -   150,850.      786,550.      MT  (+/- 180 meters Scaled)
 FB2012
 FB2012                          SUPERSEDED SURVEY CONTROL
 FB2012
 FB2012  NGVD 29 (??/??/92)  318.586  (m)         1045.23   (f) ADJ UNCH    ?  
 FB2012
 FB2012.Superseded values are not recommended for survey control.
 FB2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2012.See file dsdata.txt to determine how the superseded data were derived.
 FB2012
 FB2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339519(NAD 83)
 FB2012_MARKER: DB = BENCH MARK DISK
 FB2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2012_STAMPING: J 132 1935
 FB2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2012+STABILITY: SURFACE MOTION
 FB2012
 FB2012  HISTORY     - Date     Condition        Report By
 FB2012  HISTORY     - 1935     MONUMENTED       CGS
 FB2012
 FB2012                          STATION DESCRIPTION
 FB2012
 FB2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2012'6 MI S FROM MARYVILLE.
 FB2012'6 MILES SOUTH (AIR LINE) FROM MARYVILLE, ABOUT 0.9 MILE SOUTHWEST
 FB2012'ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH, 1.8 MILES NORTHEAST OF
 FB2012'SIXMILE, 75 FEET EAST OF A PLANK BRIDGE OVER A CREEK, 53.6 FEET
 FB2012'NORTHEAST OF A 6-INCH APPLE TREE, 24.6 FEET SOUTHEAST OF THE
 FB2012'J.L. PERKINS MAIN BOX, 21 FEET SOUTH OF THE CENTERLINE OF THE
 FB2012'ROAD, AT A FENCE, AND 2.8 FEET NORTH OF A SPLIT FENCE POST.  A
 FB2012'STANDARD DISK, STAMPED J 132 1935 AND SET IN THE TOP OF A CONCRETE
 FB2012'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2254 ***********************************************************************
 GA2254  DESIGNATION -  J 132
 GA2254  PID         -  GA2254
 GA2254  STATE/COUNTY-  TN/CLAIBORNE
 GA2254  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2254
 GA2254                         *CURRENT SURVEY CONTROL
 GA2254  ___________________________________________________________________
 GA2254* NAD 83(1986)-  36 21 37.     (N)    083 39 26.     (W)     SCALED    
 GA2254* NAVD 88     -       317.635  (meters)    1042.11   (feet)  ADJUSTED  
 GA2254  ___________________________________________________________________
 GA2254  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2254  DYNAMIC HT  -         317.349 (meters)    1041.17  (feet)  COMP
 GA2254  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GA2254
 GA2254  VERT ORDER  -  SECOND    CLASS 0
 GA2254
 GA2254.The horizontal coordinates were scaled from a topographic map and have
 GA2254.an estimated accuracy of +/- 6 seconds.
 GA2254
 GA2254.The orthometric height was determined by differential leveling
 GA2254.and adjusted by the National Geodetic Survey in June 1991..
 GA2254
 GA2254.The geoid height was determined by GEOID03.
 GA2254
 GA2254.The dynamic height is computed by dividing the NAVD 88
 GA2254.geopotential number by the normal gravity value computed on the
 GA2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2254.degrees latitude (g = 980.6199 gals.).
 GA2254
 GA2254.The modeled gravity was interpolated from observed gravity values.
 GA2254
 GA2254;                    North         East    Units  Estimated Accuracy
 GA2254;SPC TN       -   227,410.      810,250.      MT  (+/- 180 meters Scaled)
 GA2254
 GA2254                          SUPERSEDED SURVEY CONTROL
 GA2254
 GA2254  NGVD 29 (??/??/92)  317.716  (m)         1042.37   (f) ADJ UNCH    2 0
 GA2254
 GA2254.Superseded values are not recommended for survey control.
 GA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2254.See file dsdata.txt to determine how the superseded data were derived.
 GA2254
 GA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615271(NAD 83)
 GA2254_MARKER: DB = BENCH MARK DISK
 GA2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2254_STAMPING: J 132 1936
 GA2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2254+STABILITY: SURFACE MOTION
 GA2254
 GA2254  HISTORY     - Date     Condition        Report By
 GA2254  HISTORY     - 1936     MONUMENTED       CGS
 GA2254  HISTORY     - 1950     GOOD             NGS
 GA2254
 GA2254                          STATION DESCRIPTION
 GA2254
 GA2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2254'5.5 MI W FROM LONE MOUNTAIN.
 GA2254'5.5 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2254'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, 1.2 MILES
 GA2254'EAST OF OLD WALKERS FORD, 0.6 MILE WEST OF A WHITE HOUSE, 0.3
 GA2254'MILE WEST OF A TWO-STORY LOG HOUSE AT THE LEFT BANK OF BEAR
 GA2254'CREEK, 300 FEET EAST OF THE NORRIS RESERVOIR HIGHWATER CROSSING,
 GA2254'NEAR THE TOP OF A HILL, OPPOSITE A CURVE, ON THE ARCH WOLF
 GA2254'PROPERTY, 50 FEET SOUTH OF THE EDGE OF A CLEARING, AND 25 FEET
 GA2254'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GA2254'J 132 1936 AND SET IN THE TOP OF A CONCRETE POST.  STEEL POST
 GA2254'WITH CONTROL-MARKER SIGN SET 1.3 FEET SOUTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0704 ***********************************************************************
 GD0704  DESIGNATION -  J 134
 GD0704  PID         -  GD0704
 GD0704  STATE/COUNTY-  TN/LAKE
 GD0704  USGS QUAD   -  TIPTONVILLE (1981)
 GD0704
 GD0704                         *CURRENT SURVEY CONTROL
 GD0704  ___________________________________________________________________
 GD0704* NAD 83(1986)-  36 28 57.     (N)    089 22 33.     (W)     SCALED    
 GD0704* NAVD 88     -        88.261  (meters)     289.57   (feet)  ADJUSTED  
 GD0704  ___________________________________________________________________
 GD0704  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0704  DYNAMIC HT  -          88.191 (meters)     289.34  (feet)  COMP
 GD0704  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GD0704
 GD0704  VERT ORDER  -  FIRST     CLASS I
 GD0704
 GD0704.The horizontal coordinates were scaled from a topographic map and have
 GD0704.an estimated accuracy of +/- 6 seconds.
 GD0704
 GD0704.The orthometric height was determined by differential leveling
 GD0704.and adjusted by the National Geodetic Survey in June 1991..
 GD0704
 GD0704.The geoid height was determined by GEOID03.
 GD0704
 GD0704.The dynamic height is computed by dividing the NAVD 88
 GD0704.geopotential number by the normal gravity value computed on the
 GD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0704.degrees latitude (g = 980.6199 gals.).
 GD0704
 GD0704.The modeled gravity was interpolated from observed gravity values.
 GD0704
 GD0704;                    North         East    Units  Estimated Accuracy
 GD0704;SPC TN       -   243,670.      297,540.      MT  (+/- 180 meters Scaled)
 GD0704
 GD0704                          SUPERSEDED SURVEY CONTROL
 GD0704
 GD0704  NGVD 29 (??/??/??)   88.195  (m)          289.35   (f) ADJUSTED    1 1
 GD0704
 GD0704.Superseded values are not recommended for survey control.
 GD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0704.See file dsdata.txt to determine how the superseded data were derived.
 GD0704
 GD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF871400(NAD 83)
 GD0704_MARKER: DB = BENCH MARK DISK
 GD0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0704_STAMPING: J 134 1957
 GD0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0704+STABILITY: SURFACE MOTION
 GD0704
 GD0704  HISTORY     - Date     Condition        Report By
 GD0704  HISTORY     - 1957     MONUMENTED       CGS
 GD0704  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0704
 GD0704                          STATION DESCRIPTION
 GD0704
 GD0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0704'2.1 MI NE FROM MARKHAM.
 GD0704'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0704'WITH A BLACKTOP ROAD AT NEW MARKHAM, AT THE SMALL COMMUNITY OF
 GD0704'PHILLIPPY, AT THE INTERSECTION OF A BLACKTOP ROAD, 144 FEET NORTHWEST
 GD0704'AND ACROSS THE ILLINOIS CENTRAL RAILROAD FROM THE CENTER LINE OF THE
 GD0704'HIGHWAY, 94 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP
 GD0704'ROAD, 62.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF
 GD0704'ILLINOIS CENTRAL RAILROAD, 116 FEET WEST-SOUTHWEST OF THE CENTER OF
 GD0704'THE CROSSING OF THE BLACKTOP ROAD AND MAIN TRACK, 0.5 FOOT NORTHEAST
 GD0704'OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE
 GD0704'TOP OF A CONCRETE POST 0.1 FOOT BELOW GROUND.
 GD0704
 GD0704                          STATION RECOVERY (2002)
 GD0704
 GD0704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0900 ***********************************************************************
 FE0900  DESIGNATION -  J 135
 FE0900  PID         -  FE0900
 FE0900  STATE/COUNTY-  TN/DYER
 FE0900  USGS QUAD   -  FOWLKES (1983)
 FE0900
 FE0900                         *CURRENT SURVEY CONTROL
 FE0900  ___________________________________________________________________
 FE0900* NAD 83(1986)-  35 59 50.     (N)    089 23 04.     (W)     SCALED    
 FE0900* NAVD 88     -        86.388  (meters)     283.42   (feet)  ADJUSTED  
 FE0900  ___________________________________________________________________
 FE0900  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0900  DYNAMIC HT  -          86.315 (meters)     283.19  (feet)  COMP
 FE0900  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 FE0900
 FE0900  VERT ORDER  -  SECOND    CLASS 0
 FE0900
 FE0900.The horizontal coordinates were scaled from a topographic map and have
 FE0900.an estimated accuracy of +/- 6 seconds.
 FE0900
 FE0900.The orthometric height was determined by differential leveling
 FE0900.and adjusted by the National Geodetic Survey in June 1991..
 FE0900
 FE0900.The geoid height was determined by GEOID03.
 FE0900
 FE0900.The dynamic height is computed by dividing the NAVD 88
 FE0900.geopotential number by the normal gravity value computed on the
 FE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0900.degrees latitude (g = 980.6199 gals.).
 FE0900
 FE0900.The modeled gravity was interpolated from observed gravity values.
 FE0900
 FE0900;                    North         East    Units  Estimated Accuracy
 FE0900;SPC TN       -   189,880.      294,910.      MT  (+/- 180 meters Scaled)
 FE0900
 FE0900                          SUPERSEDED SURVEY CONTROL
 FE0900
 FE0900  NGVD 29 (??/??/??)   86.384  (m)          283.41   (f) ADJUSTED    2 0
 FE0900
 FE0900.Superseded values are not recommended for survey control.
 FE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0900.See file dsdata.txt to determine how the superseded data were derived.
 FE0900
 FE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE850862(NAD 83)
 FE0900_MARKER: DB = BENCH MARK DISK
 FE0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0900_SP_SET: BRIDGE
 FE0900_STAMPING: J 135 1957
 FE0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0900
 FE0900  HISTORY     - Date     Condition        Report By
 FE0900  HISTORY     - 1957     MONUMENTED       CGS
 FE0900
 FE0900                          STATION DESCRIPTION
 FE0900
 FE0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0900'2.5 MI S FROM DYERSBURG.
 FE0900'ABOUT 2.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0900'THE STATION AT DYERSBURG, IN THE TOP OF THE NORTH END OF THE EAST
 FE0900'CONCRETE HEADWALL OF RAILROAD BRIDGE NO. J 316-6, 4 1/2 FEET
 FE0900'EAST OF EAST RAIL, 1.5 FEET SOUTH OF NORTH END OF HEADWALL AND
 FE0900'ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0802 ***********************************************************************
 FE0802  DESIGNATION -  J 14
 FE0802  PID         -  FE0802
 FE0802  STATE/COUNTY-  TN/GIBSON
 FE0802  USGS QUAD   -  HUMBOLDT (1981)
 FE0802
 FE0802                         *CURRENT SURVEY CONTROL
 FE0802  ___________________________________________________________________
 FE0802* NAD 83(1986)-  35 50 56.     (N)    088 55 48.     (W)     SCALED    
 FE0802* NAVD 88     -       108.566  (meters)     356.19   (feet)  ADJUSTED  
 FE0802  ___________________________________________________________________
 FE0802  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0802  DYNAMIC HT  -         108.472 (meters)     355.88  (feet)  COMP
 FE0802  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FE0802
 FE0802  VERT ORDER  -  SECOND    CLASS 0
 FE0802
 FE0802.The horizontal coordinates were scaled from a topographic map and have
 FE0802.an estimated accuracy of +/- 6 seconds.
 FE0802
 FE0802.The orthometric height was determined by differential leveling
 FE0802.and adjusted by the National Geodetic Survey in June 1991..
 FE0802
 FE0802.The geoid height was determined by GEOID03.
 FE0802
 FE0802.The dynamic height is computed by dividing the NAVD 88
 FE0802.geopotential number by the normal gravity value computed on the
 FE0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0802.degrees latitude (g = 980.6199 gals.).
 FE0802
 FE0802.The modeled gravity was interpolated from observed gravity values.
 FE0802
 FE0802;                    North         East    Units  Estimated Accuracy
 FE0802;SPC TN       -   172,110.      335,370.      MT  (+/- 180 meters Scaled)
 FE0802
 FE0802                          SUPERSEDED SURVEY CONTROL
 FE0802
 FE0802  NGVD 29 (??/??/??)  108.611  (m)          356.33   (f) ADJUSTED    2 0
 FE0802
 FE0802.Superseded values are not recommended for survey control.
 FE0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0802.See file dsdata.txt to determine how the superseded data were derived.
 FE0802
 FE0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE257689(NAD 83)
 FE0802_MARKER: DB = BENCH MARK DISK
 FE0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0802_STAMPING: J 14 1935
 FE0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0802+STABILITY: SURFACE MOTION
 FE0802
 FE0802  HISTORY     - Date     Condition        Report By
 FE0802  HISTORY     - 1935     MONUMENTED       CGS
 FE0802  HISTORY     - 1968     MARK NOT FOUND   DOD
 FE0802
 FE0802                          STATION DESCRIPTION
 FE0802
 FE0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0802'1.8 MI N FROM HUMBOLDT.
 FE0802'1.8 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0802'STATION AT HUMBOLDT, GIBSON COUNTY, 7 RAILS NORTH OF MILEPOST
 FE0802'405, AT A ROAD CROSSING, 100 FEET SOUTH OF THE CENTERLINE OF
 FE0802'THE ROAD, AND 30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FE0802'STANDARD DISK, STAMPED J 14 1935 AND SET IN THE TOP OF A CONCRETE
 FE0802'POST.
 FE0802
 FE0802                          STATION RECOVERY (1968)
 FE0802
 FE0802'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0832 ***********************************************************************
 FC0832  DESIGNATION -  J 15
 FC0832  PID         -  FC0832
 FC0832  STATE/COUNTY-  TN/MEIGS
 FC0832  USGS QUAD   -  DECATUR (1973)
 FC0832
 FC0832                         *CURRENT SURVEY CONTROL
 FC0832  ___________________________________________________________________
 FC0832* NAD 83(1986)-  35 30 52.     (N)    084 47 45.     (W)     SCALED    
 FC0832* NAVD 88     -       232.363  (meters)     762.34   (feet)  ADJUSTED  
 FC0832  ___________________________________________________________________
 FC0832  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0832  DYNAMIC HT  -         232.139 (meters)     761.61  (feet)  COMP
 FC0832  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 FC0832
 FC0832  VERT ORDER  -  SECOND    CLASS 0
 FC0832
 FC0832.The horizontal coordinates were scaled from a topographic map and have
 FC0832.an estimated accuracy of +/- 6 seconds.
 FC0832
 FC0832.The orthometric height was determined by differential leveling
 FC0832.and adjusted by the National Geodetic Survey in June 1991..
 FC0832
 FC0832.The geoid height was determined by GEOID03.
 FC0832
 FC0832.The dynamic height is computed by dividing the NAVD 88
 FC0832.geopotential number by the normal gravity value computed on the
 FC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0832.degrees latitude (g = 980.6199 gals.).
 FC0832
 FC0832.The modeled gravity was interpolated from observed gravity values.
 FC0832
 FC0832;                    North         East    Units  Estimated Accuracy
 FC0832;SPC TN       -   131,720.      709,230.      MT  (+/- 180 meters Scaled)
 FC0832
 FC0832                          SUPERSEDED SURVEY CONTROL
 FC0832
 FC0832  NGVD 29 (??/??/92)  232.435  (m)          762.58   (f) ADJ UNCH    2 0
 FC0832
 FC0832.Superseded values are not recommended for survey control.
 FC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0832.See file dsdata.txt to determine how the superseded data were derived.
 FC0832
 FC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE998323(NAD 83)
 FC0832_MARKER: DB = BENCH MARK DISK
 FC0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0832_STAMPING: J 15 1933
 FC0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0832+STABILITY: SURFACE MOTION
 FC0832
 FC0832  HISTORY     - Date     Condition        Report By
 FC0832  HISTORY     - 1933     MONUMENTED       CGS
 FC0832  HISTORY     - 1949     GOOD             NGS
 FC0832
 FC0832                          STATION DESCRIPTION
 FC0832
 FC0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0832'0.4 MI W FROM DECATUR.
 FC0832'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DECATUR,
 FC0832'MEIGS COUNTY, ON THE PROPERTY OF J.T. SMITH, 150 FEET WEST OF THE
 FC0832'CENTERLINE OF A ROAD LEADING TO A NEW SCHOOLHOUSE NORTH OF
 FC0832'THE HIGHWAY, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30
 FC0832'FEET WEST OF AN 18-INCH OAK TREE, 24 FEET NORTHEAST OF AN 18-INCH
 FC0832'HICKORY TREE, AND 4 FEET WEST OF A FENCE LINE.  A STANDARD DISK,
 FC0832'STAMPED J 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1762 ***********************************************************************
 FE1762  DESIGNATION -  J 152
 FE1762  PID         -  FE1762
 FE1762  STATE/COUNTY-  TN/LAUDERDALE
 FE1762  USGS QUAD   -  KNOB CREEK (1972)
 FE1762
 FE1762                         *CURRENT SURVEY CONTROL
 FE1762  ___________________________________________________________________
 FE1762* NAD 83(1986)-  35 55 00.     (N)    089 37 17.     (W)     SCALED    
 FE1762* NAVD 88     -        79.333  (meters)     260.28   (feet)  ADJUSTED  
 FE1762  ___________________________________________________________________
 FE1762  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1762  DYNAMIC HT  -          79.266 (meters)     260.06  (feet)  COMP
 FE1762  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1762
 FE1762  VERT ORDER  -  FIRST     CLASS I
 FE1762
 FE1762.The horizontal coordinates were scaled from a topographic map and have
 FE1762.an estimated accuracy of +/- 6 seconds.
 FE1762
 FE1762.The orthometric height was determined by differential leveling
 FE1762.and adjusted by the National Geodetic Survey in June 1991..
 FE1762.WARNING-Repeat measurements at this control monument indicate possible
 FE1762.vertical movement.
 FE1762
 FE1762.The geoid height was determined by GEOID03.
 FE1762
 FE1762.The dynamic height is computed by dividing the NAVD 88
 FE1762.geopotential number by the normal gravity value computed on the
 FE1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1762.degrees latitude (g = 980.6199 gals.).
 FE1762
 FE1762.The modeled gravity was interpolated from observed gravity values.
 FE1762
 FE1762;                    North         East    Units  Estimated Accuracy
 FE1762;SPC TN       -   181,720.      273,230.      MT  (+/- 180 meters Scaled)
 FE1762
 FE1762                          SUPERSEDED SURVEY CONTROL
 FE1762
 FE1762  NGVD 29 (??/??/??)   79.273  (m)          260.08   (f) ADJUSTED    1 1
 FE1762
 FE1762.Superseded values are not recommended for survey control.
 FE1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1762.See file dsdata.txt to determine how the superseded data were derived.
 FE1762
 FE1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE634778(NAD 83)
 FE1762_MARKER: DB = BENCH MARK DISK
 FE1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1762_STAMPING: J 152 1943
 FE1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1762+STABILITY: SURFACE MOTION
 FE1762
 FE1762  HISTORY     - Date     Condition        Report By
 FE1762  HISTORY     - 1943     MONUMENTED       CGS
 FE1762  HISTORY     - 1974     GOOD             NGS
 FE1762  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1762
 FE1762                          STATION DESCRIPTION
 FE1762
 FE1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1762'13.4 MI W FROM HALLS.
 FE1762'ABOUT 13.40 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1762'BAPTIST CHURCH AT HALLS, ABOUT 0.35 MILES EAST OF THE HALES
 FE1762'POINT BAPTIST CHURCH, 62.3 FEET NORTH OF THE CENTER LINE OF THE
 FE1762'HIGHWAY, 13.5 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE
 FE1762'ABANDONED DRIVEWAY LEADING NORTH, 1.7 FEET NORTH-NORTHWEST OF A
 FE1762'12-INCH TREE WITH WITNESS POST SIGN, 2.5 FEET BELOW LEVEL OF
 FE1762'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FE1762'FOOT.
 FE1762
 FE1762                          STATION RECOVERY (2002)
 FE1762
 FE1762'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1762'AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0474 ***********************************************************************
 FE0474  DESIGNATION -  J 154
 FE0474  PID         -  FE0474
 FE0474  STATE/COUNTY-  TN/MCNAIRY
 FE0474  USGS QUAD   -  CHEWALLA (1983)
 FE0474
 FE0474                         *CURRENT SURVEY CONTROL
 FE0474  ___________________________________________________________________
 FE0474* NAD 83(1986)-  35 01 51.     (N)    088 43 01.     (W)     SCALED    
 FE0474* NAVD 88     -       117.395  (meters)     385.15   (feet)  ADJUSTED  
 FE0474  ___________________________________________________________________
 FE0474  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0474  DYNAMIC HT  -         117.284 (meters)     384.79  (feet)  COMP
 FE0474  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FE0474
 FE0474  VERT ORDER  -  FIRST     CLASS II
 FE0474
 FE0474.The horizontal coordinates were scaled from a topographic map and have
 FE0474.an estimated accuracy of +/- 6 seconds.
 FE0474
 FE0474.The orthometric height was determined by differential leveling
 FE0474.and adjusted by the National Geodetic Survey in June 1991..
 FE0474
 FE0474.The geoid height was determined by GEOID03.
 FE0474
 FE0474.The dynamic height is computed by dividing the NAVD 88
 FE0474.geopotential number by the normal gravity value computed on the
 FE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0474.degrees latitude (g = 980.6199 gals.).
 FE0474
 FE0474.The modeled gravity was interpolated from observed gravity values.
 FE0474
 FE0474;                    North         East    Units  Estimated Accuracy
 FE0474;SPC TN       -    80,830.      352,090.      MT  (+/- 180 meters Scaled)
 FE0474
 FE0474                          SUPERSEDED SURVEY CONTROL
 FE0474
 FE0474  NGVD 29 (??/??/??)  117.380  (m)          385.10   (f) ADJUSTED    1 2
 FE0474
 FE0474.Superseded values are not recommended for survey control.
 FE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0474.See file dsdata.txt to determine how the superseded data were derived.
 FE0474
 FE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD433778(NAD 83)
 FE0474_MARKER: DB = BENCH MARK DISK
 FE0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0474_SP_SET: CONCRETE BASE
 FE0474_STAMPING: J 154 1944
 FE0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0474
 FE0474  HISTORY     - Date     Condition        Report By
 FE0474  HISTORY     - 1944     MONUMENTED       CGS
 FE0474  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0474
 FE0474                          STATION DESCRIPTION
 FE0474
 FE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0474'5.4 MI E FROM POCAHONTAS.
 FE0474'IN MCNAIRY  COUNTY, 5.4 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0474'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0474'4722, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE,
 FE0474'9.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 FE0474'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 154 1944.
 FE0474
 FE0474                          STATION RECOVERY (1972)
 FE0474
 FE0474'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0759 ***********************************************************************
 GD0759  DESIGNATION -  J 154
 GD0759  PID         -  GD0759
 GD0759  STATE/COUNTY-  TN/DYER
 GD0759  USGS QUAD   -  MISTON (1983)
 GD0759
 GD0759                         *CURRENT SURVEY CONTROL
 GD0759  ___________________________________________________________________
 GD0759* NAD 83(1986)-  36 08 13.     (N)    089 29 35.     (W)     SCALED    
 GD0759* NAVD 88     -        81.582  (meters)     267.66   (feet)  ADJUSTED  
 GD0759  ___________________________________________________________________
 GD0759  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0759  DYNAMIC HT  -          81.515 (meters)     267.44  (feet)  COMP
 GD0759  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GD0759
 GD0759  VERT ORDER  -  SECOND    CLASS 0
 GD0759
 GD0759.The horizontal coordinates were scaled from a topographic map and have
 GD0759.an estimated accuracy of +/- 6 seconds.
 GD0759
 GD0759.The orthometric height was determined by differential leveling
 GD0759.and adjusted by the National Geodetic Survey in June 1991..
 GD0759
 GD0759.The geoid height was determined by GEOID03.
 GD0759
 GD0759.The dynamic height is computed by dividing the NAVD 88
 GD0759.geopotential number by the normal gravity value computed on the
 GD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0759.degrees latitude (g = 980.6199 gals.).
 GD0759
 GD0759.The modeled gravity was interpolated from observed gravity values.
 GD0759
 GD0759;                    North         East    Units  Estimated Accuracy
 GD0759;SPC TN       -   205,720.      285,680.      MT  (+/- 180 meters Scaled)
 GD0759
 GD0759                          SUPERSEDED SURVEY CONTROL
 GD0759
 GD0759  NGVD 29 (??/??/??)   81.503  (m)          267.40   (f) ADJUSTED    2 0
 GD0759
 GD0759.Superseded values are not recommended for survey control.
 GD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0759.See file dsdata.txt to determine how the superseded data were derived.
 GD0759
 GD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF756020(NAD 83)
 GD0759_MARKER: DB = BENCH MARK DISK
 GD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0759_STAMPING: J 154 1943
 GD0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0759+STABILITY: SURFACE MOTION
 GD0759
 GD0759  HISTORY     - Date     Condition        Report By
 GD0759  HISTORY     - 1943     MONUMENTED       CGS
 GD0759  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD0759
 GD0759                          STATION DESCRIPTION
 GD0759
 GD0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0759'2 MI S FROM MISTON.
 GD0759'2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0759'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, 1.6 MILES
 GD0759'NORTH OF THE OBION RIVER TRESTLE, 0.2 MILE SOUTH OF A 90-DEGREE
 GD0759'TURN IN A COUNTY ROAD (THE TURN IS FROM SOUTH TO EAST), 0.15 MILE
 GD0759'SOUTH OF A WOODEN TRESTLE, AT THE NORTHEAST CORNER OF A SMALL
 GD0759'FIELD, 52 FEET WEST OF THE CENTERLINE OF THE TRACK, 11 FEET EAST
 GD0759'OF A TRIANGULAR BLAZE ON A 30-INCH OAK TREE, IN LINE WITH THE
 GD0759'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GD0759'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GD0759'J 154 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0759'0.5 FOOT ABOVE GROUND.
 GD0759
 GD0759                          STATION RECOVERY (2002)
 GD0759
 GD0759'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0583 ***********************************************************************
 FE0583  DESIGNATION -  J 155
 FE0583  PID         -  FE0583
 FE0583  STATE/COUNTY-  TN/HARDEMAN
 FE0583  USGS QUAD   -  MIDDLETON (1980)
 FE0583
 FE0583                         *CURRENT SURVEY CONTROL
 FE0583  ___________________________________________________________________
 FE0583* NAD 83(1986)-  35 01 28.     (N)    088 53 39.     (W)     SCALED    
 FE0583* NAVD 88     -       137.314  (meters)     450.50   (feet)  ADJUSTED  
 FE0583  ___________________________________________________________________
 FE0583  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0583  DYNAMIC HT  -         137.184 (meters)     450.08  (feet)  COMP
 FE0583  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FE0583
 FE0583  VERT ORDER  -  FIRST     CLASS II
 FE0583
 FE0583.The horizontal coordinates were scaled from a topographic map and have
 FE0583.an estimated accuracy of +/- 6 seconds.
 FE0583
 FE0583.The orthometric height was determined by differential leveling
 FE0583.and adjusted by the National Geodetic Survey in June 1991..
 FE0583
 FE0583.The geoid height was determined by GEOID03.
 FE0583
 FE0583.The dynamic height is computed by dividing the NAVD 88
 FE0583.geopotential number by the normal gravity value computed on the
 FE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0583.degrees latitude (g = 980.6199 gals.).
 FE0583
 FE0583.The modeled gravity was interpolated from observed gravity values.
 FE0583
 FE0583;                    North         East    Units  Estimated Accuracy
 FE0583;SPC TN       -    80,590.      335,900.      MT  (+/- 180 meters Scaled)
 FE0583
 FE0583                          SUPERSEDED SURVEY CONTROL
 FE0583
 FE0583  NGVD 29 (??/??/??)  137.283  (m)          450.40   (f) ADJUSTED    1 2
 FE0583
 FE0583.Superseded values are not recommended for survey control.
 FE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0583.See file dsdata.txt to determine how the superseded data were derived.
 FE0583
 FE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD271773(NAD 83)
 FE0583_MARKER: DB = BENCH MARK DISK
 FE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0583_STAMPING: J 155 1944
 FE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0583+STABILITY: SURFACE MOTION
 FE0583
 FE0583  HISTORY     - Date     Condition        Report By
 FE0583  HISTORY     - 1944     MONUMENTED       CGS
 FE0583  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE0583
 FE0583                          STATION DESCRIPTION
 FE0583
 FE0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE0583'2.6 MI S FROM MIDDLETON.
 FE0583'2.6 MILES SOUTH ALONG THE GULF, MOBILE AND NORTHERN RAILROAD
 FE0583'FROM THE STATION AT MIDDLETON, HARDEMAN COUNTY, 0.1 MILE NORTH
 FE0583'OF MILEPOST 366, 49 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FE0583'29 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD PARALLELING THE
 FE0583'TRACK, AT THE NORTH END OF A SMALL CUT, 2 FEET SOUTH OF A WHITE
 FE0583'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 FE0583'STAMPED J 155 1944 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1147 ***********************************************************************
 FE1147  DESIGNATION -  J 157
 FE1147  PID         -  FE1147
 FE1147  STATE/COUNTY-  TN/FAYETTE
 FE1147  USGS QUAD   -  ROSSVILLE (1981)
 FE1147
 FE1147                         *CURRENT SURVEY CONTROL
 FE1147  ___________________________________________________________________
 FE1147* NAD 83(1986)-  35 02 56.     (N)    089 35 35.     (W)     SCALED    
 FE1147* NAVD 88     -        96.406  (meters)     316.29   (feet)  ADJUSTED  
 FE1147  ___________________________________________________________________
 FE1147  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1147  DYNAMIC HT  -          96.316 (meters)     316.00  (feet)  COMP
 FE1147  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FE1147
 FE1147  VERT ORDER  -  FIRST     CLASS II
 FE1147
 FE1147.The horizontal coordinates were scaled from a topographic map and have
 FE1147.an estimated accuracy of +/- 6 seconds.
 FE1147
 FE1147.The orthometric height was determined by differential leveling
 FE1147.and adjusted by the National Geodetic Survey in June 1991..
 FE1147
 FE1147.The geoid height was determined by GEOID03.
 FE1147
 FE1147.The dynamic height is computed by dividing the NAVD 88
 FE1147.geopotential number by the normal gravity value computed on the
 FE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1147.degrees latitude (g = 980.6199 gals.).
 FE1147
 FE1147.The modeled gravity was interpolated from observed gravity values.
 FE1147
 FE1147;                    North         East    Units  Estimated Accuracy
 FE1147;SPC TN       -    85,410.      272,250.      MT  (+/- 180 meters Scaled)
 FE1147
 FE1147                          SUPERSEDED SURVEY CONTROL
 FE1147
 FE1147  NGVD 29 (??/??/??)   96.352  (m)          316.11   (f) ADJUSTED    1 2
 FE1147
 FE1147.Superseded values are not recommended for survey control.
 FE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1147.See file dsdata.txt to determine how the superseded data were derived.
 FE1147
 FE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD634815(NAD 83)
 FE1147_MARKER: DB = BENCH MARK DISK
 FE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1147_STAMPING: J 157 1944
 FE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1147+STABILITY: SURFACE MOTION
 FE1147
 FE1147  HISTORY     - Date     Condition        Report By
 FE1147  HISTORY     - 1944     MONUMENTED       CGS
 FE1147  HISTORY     - 1964     POOR             USGS
 FE1147  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1147
 FE1147                          STATION DESCRIPTION
 FE1147
 FE1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1147'2.8 MI W FROM ROSSVILLE.
 FE1147'2.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1147'ROSSVILLE, FAYETTE COUNTY, 0.2 MILE EAST OF MILEPOST 524, AT A
 FE1147'FARM ROAD CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE
 FE1147'TRACK, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH
 FE1147'OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 FE1147'POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 FE1147'STAMPED J 157 1944 AND SET IN THE TOP OF A CONCRETE POST
 FE1147'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1147'NOTE-1964 REPORT-MARK HAS BEEN MOVED 2.3 INCHES BY CATERPILLER
 FE1147'BLADE.
 FE1147
 FE1147                          STATION RECOVERY (1964)
 FE1147
 FE1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FE1147'MARK RECOVERED IN POOR CONDITION.
 FE1147
 FE1147                          STATION RECOVERY (1983)
 FE1147
 FE1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1147'NOT RECOVERED, POSSIBLY DESTROYED BY RAILROAD RECONSTRUCTION IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0530 ***********************************************************************
 FE0530  DESIGNATION -  J 158
 FE0530  PID         -  FE0530
 FE0530  STATE/COUNTY-  TN/MCNAIRY
 FE0530  USGS QUAD   -  PURDY (1984)
 FE0530
 FE0530                         *CURRENT SURVEY CONTROL
 FE0530  ___________________________________________________________________
 FE0530* NAD 83(1986)-  35 11 47.     (N)    088 35 23.     (W)     SCALED    
 FE0530* NAVD 88     -       135.956  (meters)     446.05   (feet)  ADJUSTED  
 FE0530  ___________________________________________________________________
 FE0530  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0530  DYNAMIC HT  -         135.830 (meters)     445.64  (feet)  COMP
 FE0530  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FE0530
 FE0530  VERT ORDER  -  FIRST     CLASS II
 FE0530
 FE0530.The horizontal coordinates were scaled from a topographic map and have
 FE0530.an estimated accuracy of +/- 6 seconds.
 FE0530
 FE0530.The orthometric height was determined by differential leveling
 FE0530.and adjusted by the National Geodetic Survey in June 1991..
 FE0530
 FE0530.The geoid height was determined by GEOID03.
 FE0530
 FE0530.The dynamic height is computed by dividing the NAVD 88
 FE0530.geopotential number by the normal gravity value computed on the
 FE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0530.degrees latitude (g = 980.6199 gals.).
 FE0530
 FE0530.The modeled gravity was interpolated from observed gravity values.
 FE0530
 FE0530;                    North         East    Units  Estimated Accuracy
 FE0530;SPC TN       -    98,880.      364,180.      MT  (+/- 180 meters Scaled)
 FE0530
 FE0530                          SUPERSEDED SURVEY CONTROL
 FE0530
 FE0530  NGVD 29 (??/??/??)  135.954  (m)          446.04   (f) ADJUSTED    1 2
 FE0530
 FE0530.Superseded values are not recommended for survey control.
 FE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0530.See file dsdata.txt to determine how the superseded data were derived.
 FE0530
 FE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD552959(NAD 83)
 FE0530_MARKER: DB = BENCH MARK DISK
 FE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0530_STAMPING: J 158 1944
 FE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0530+STABILITY: SURFACE MOTION
 FE0530
 FE0530  HISTORY     - Date     Condition        Report By
 FE0530  HISTORY     - 1944     MONUMENTED       CGS
 FE0530  HISTORY     - 1948     GOOD             CGS
 FE0530  HISTORY     - 1972     GOOD             TVA
 FE0530
 FE0530                          STATION DESCRIPTION
 FE0530
 FE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0530'2 MI N FROM SELMER.
 FE0530'ABOUT 2.0 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0530'FROM THE STATION AT SELMER, ABOUT 12 1/2 RAILS SOUTHEAST OF A
 FE0530'20-FOOT WOODEN TRESTLE NO. 350/08, 5 1/2 RAILS SOUTHEAST OF AN
 FE0530'ABANDONED BLOCK SIGNAL BASE, AT A FIELD ROAD CROSSING, 71.5 FEET
 FE0530'SOUTH AND ACROSS THE TRACK FROM MILE POST 350, 42 FEET SOUTHWEST
 FE0530'OF THE SOUTHWEST RAIL, 12 FEET SOUTHEAST OF THE CENTER LINE OF
 FE0530'THE FIELD ROAD, 25 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 8.5
 FE0530'FEET SOUTHWEST OF THE LINE OF POLES, 3 FEET NORTHWEST OF A WHITE
 FE0530'WOODEN WITNESS POST, 1.5 FEET BELOW THE TRACK AND SET IN THE
 FE0530'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- A STEEL POST
 FE0530'WAS SET 2 FEET NORTHWEST OF MARKER.  DELETE 12 FT SE FROM
 FE0530'CENTERLINE OF FIELD RD. FROM DESCRIPTION AND WOOD WITNESS POST.
 FE0530'ADD-5 NE FROM FENCE.
 FE0530
 FE0530                          STATION RECOVERY (1972)
 FE0530
 FE0530'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0490 ***********************************************************************
 FE0490  DESIGNATION -  J 159
 FE0490  PID         -  FE0490
 FE0490  STATE/COUNTY-  TN/CHESTER
 FE0490  USGS QUAD   -  HENDERSON (1983)
 FE0490
 FE0490                         *CURRENT SURVEY CONTROL
 FE0490  ___________________________________________________________________
 FE0490* NAD 83(1986)-  35 27 39.     (N)    088 39 54.     (W)     SCALED    
 FE0490* NAVD 88     -       123.282  (meters)     404.47   (feet)  ADJUSTED  
 FE0490  ___________________________________________________________________
 FE0490  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0490  DYNAMIC HT  -         123.170 (meters)     404.10  (feet)  COMP
 FE0490  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 FE0490
 FE0490  VERT ORDER  -  FIRST     CLASS II
 FE0490
 FE0490.The horizontal coordinates were scaled from a topographic map and have
 FE0490.an estimated accuracy of +/- 6 seconds.
 FE0490
 FE0490.The orthometric height was determined by differential leveling
 FE0490.and adjusted by the National Geodetic Survey in June 1991..
 FE0490
 FE0490.The geoid height was determined by GEOID03.
 FE0490
 FE0490.The dynamic height is computed by dividing the NAVD 88
 FE0490.geopotential number by the normal gravity value computed on the
 FE0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0490.degrees latitude (g = 980.6199 gals.).
 FE0490
 FE0490.The modeled gravity was interpolated from observed gravity values.
 FE0490
 FE0490;                    North         East    Units  Estimated Accuracy
 FE0490;SPC TN       -   128,390.      358,130.      MT  (+/- 180 meters Scaled)
 FE0490
 FE0490                          SUPERSEDED SURVEY CONTROL
 FE0490
 FE0490  NGVD 29 (??/??/??)  123.303  (m)          404.54   (f) ADJUSTED    1 2
 FE0490
 FE0490.Superseded values are not recommended for survey control.
 FE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0490.See file dsdata.txt to determine how the superseded data were derived.
 FE0490
 FE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE489254(NAD 83)
 FE0490_MARKER: DB = BENCH MARK DISK
 FE0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0490_STAMPING: J 159 1944
 FE0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0490+STABILITY: SURFACE MOTION
 FE0490
 FE0490  HISTORY     - Date     Condition        Report By
 FE0490  HISTORY     - 1944     MONUMENTED       CGS
 FE0490  HISTORY     - 1948     GOOD             CGS
 FE0490  HISTORY     - 1972     GOOD             TVA
 FE0490
 FE0490                          STATION DESCRIPTION
 FE0490
 FE0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0490'2.2 MI NW FROM HENDERSON.
 FE0490'ABOUT 2.2 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0490'FROM THE STATION AT HENDERSON, 83.5 FEET WEST AND DIAGONALLY ACROSS
 FE0490'THE TRACK FROM MILE POST 371, 23 FEET SOUTHWEST OF THE SOUTHWEST
 FE0490'RAIL, ABOUT 100 YARDS SOUTHEAST OF THE CENTER OF THE WOODEN
 FE0490'OVERPASS OF U.S. HIGHWAY 45 CITY ROUTE OVER THE TRACK, 8 FEET
 FE0490'WEST-SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK
 FE0490'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE0490'NOTE-- 31.0 S-10W TO 18 FT S. GUM., 42.4 W TO 24 IN POPLAR,
 FE0490'STEEL POST SET 0.5 W OF MONUMENT.
 FE0490
 FE0490                          STATION RECOVERY (1972)
 FE0490
 FE0490'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0368 ***********************************************************************
 GD0368  DESIGNATION -  J 161
 GD0368  PID         -  GD0368
 GD0368  STATE/COUNTY-  TN/GIBSON
 GD0368  USGS QUAD   -  BRADFORD (1985)
 GD0368
 GD0368                         *CURRENT SURVEY CONTROL
 GD0368  ___________________________________________________________________
 GD0368* NAD 83(1986)-  36 05 18.     (N)    088 48 35.     (W)     SCALED    
 GD0368* NAVD 88     -       104.726  (meters)     343.59   (feet)  ADJUSTED  
 GD0368  ___________________________________________________________________
 GD0368  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0368  DYNAMIC HT  -         104.639 (meters)     343.30  (feet)  COMP
 GD0368  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GD0368
 GD0368  VERT ORDER  -  FIRST     CLASS II
 GD0368
 GD0368.The horizontal coordinates were scaled from a topographic map and have
 GD0368.an estimated accuracy of +/- 6 seconds.
 GD0368
 GD0368.The orthometric height was determined by differential leveling
 GD0368.and adjusted by the National Geodetic Survey in June 1991..
 GD0368
 GD0368.The geoid height was determined by GEOID03.
 GD0368
 GD0368.The dynamic height is computed by dividing the NAVD 88
 GD0368.geopotential number by the normal gravity value computed on the
 GD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0368.degrees latitude (g = 980.6199 gals.).
 GD0368
 GD0368.The modeled gravity was interpolated from observed gravity values.
 GD0368
 GD0368;                    North         East    Units  Estimated Accuracy
 GD0368;SPC TN       -   198,350.      346,990.      MT  (+/- 180 meters Scaled)
 GD0368
 GD0368                          SUPERSEDED SURVEY CONTROL
 GD0368
 GD0368  NGVD 29 (??/??/??)  104.765  (m)          343.72   (f) ADJUSTED    1 2
 GD0368
 GD0368.Superseded values are not recommended for survey control.
 GD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0368.See file dsdata.txt to determine how the superseded data were derived.
 GD0368
 GD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370952(NAD 83)
 GD0368_MARKER: DB = BENCH MARK DISK
 GD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0368_STAMPING: J 161 1944
 GD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0368+STABILITY: SURFACE MOTION
 GD0368
 GD0368  HISTORY     - Date     Condition        Report By
 GD0368  HISTORY     - 1944     MONUMENTED       CGS
 GD0368  HISTORY     - 1967     GOOD             CGS
 GD0368  HISTORY     - 1990     GOOD             USPSQD
 GD0368
 GD0368                          STATION DESCRIPTION
 GD0368
 GD0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0368'0.9 MI N FROM BRADFORD.
 GD0368'THIS BENCH MARK IS ABOUT 0.9 OF A MILE NORTH ALONG THE ILLINOIS
 GD0368'CENTRAL RAILROAD FROM THE STATION AT BRADFORD, ABOUT 117 YARDS
 GD0368'SOUTH OF MILE POST C 436 NEAR A ROAD CROSSING, 118 FEET NORTH
 GD0368'OF THE APPROXIMATE CENTER OF A FIELD ROAD, 28.5 FEET WEST OF THE
 GD0368'WEST RAIL, 5 FEET SOUTH OF A TELEPHONE POLE, 0.6 OF A FOOT EAST
 GD0368'OF A METAL WITNESS POST AND SIGN, AND IN LINE WITH A ROW OF
 GD0368'POLES.  IT IS A STANDARD DISK SET IN THE TOP OF A 7-INCH,
 GD0368'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE OF THE
 GD0368'GROUND AND THE DISK IS STAMPED J 161 1944.
 GD0368
 GD0368                          STATION RECOVERY (1990)
 GD0368
 GD0368'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1275 ***********************************************************************
 GA1275  DESIGNATION -  J 162
 GA1275  PID         -  GA1275
 GA1275  STATE/COUNTY-  TN/HAWKINS
 GA1275  USGS QUAD   -  CHURCH HILL (1991)
 GA1275
 GA1275                         *CURRENT SURVEY CONTROL
 GA1275  ___________________________________________________________________
 GA1275* NAD 83(1986)-  36 31 53.     (N)    082 40 55.     (W)     SCALED    
 GA1275* NAVD 88     -       382.151  (meters)    1253.77   (feet)  ADJUSTED  
 GA1275  ___________________________________________________________________
 GA1275  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1275  DYNAMIC HT  -         381.807 (meters)    1252.65  (feet)  COMP
 GA1275  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GA1275
 GA1275  VERT ORDER  -  FIRST     CLASS I
 GA1275
 GA1275.The horizontal coordinates were scaled from a topographic map and have
 GA1275.an estimated accuracy of +/- 6 seconds.
 GA1275
 GA1275.The orthometric height was determined by differential leveling
 GA1275.and adjusted by the National Geodetic Survey in June 1991..
 GA1275
 GA1275.The geoid height was determined by GEOID03.
 GA1275
 GA1275.The dynamic height is computed by dividing the NAVD 88
 GA1275.geopotential number by the normal gravity value computed on the
 GA1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1275.degrees latitude (g = 980.6199 gals.).
 GA1275
 GA1275.The modeled gravity was interpolated from observed gravity values.
 GA1275
 GA1275;                    North         East    Units  Estimated Accuracy
 GA1275;SPC TN       -   248,920.      897,100.      MT  (+/- 180 meters Scaled)
 GA1275
 GA1275                          SUPERSEDED SURVEY CONTROL
 GA1275
 GA1275  NGVD 29 (??/??/92)  382.294  (m)         1254.24   (f) ADJ UNCH    1 1
 GA1275
 GA1275.Superseded values are not recommended for survey control.
 GA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1275.See file dsdata.txt to determine how the superseded data were derived.
 GA1275
 GA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA494442(NAD 83)
 GA1275_MARKER: DB = BENCH MARK DISK
 GA1275_SETTING: 66 = SET IN ROCK OUTCROP
 GA1275_SP_SET: ROCK OUTCROP
 GA1275_STAMPING: J 162 1967
 GA1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1275+STABILITY: POSITION/ELEVATION WELL
 GA1275
 GA1275  HISTORY     - Date     Condition        Report By
 GA1275  HISTORY     - 1967     MONUMENTED       CGS
 GA1275
 GA1275                          STATION DESCRIPTION
 GA1275
 GA1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1275'1.4 MI E FROM CHURCH HILL.
 GA1275'ABOUT 1.4 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1275'FROM THE STATION AT CHURCH HILL, 77 FEET NORTHEAST OF THE CENTER
 GA1275'OF THE CROSSING OF THE RAILROAD AND CAROLYN AVENUE, 31 FEET
 GA1275'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, SET IN THE TOP
 GA1275'OF A 3- X 9-FOOT ROCK OUTCROP WHICH PROJECTS 8 INCHES ABOVE THE
 GA1275'LEVEL OF THE GROUND, 77 FEET EAST OF THE EAST CORNER OF A SMALL
 GA1275'BRICK BUILDING, 69 FEET SOUTHEAST OF THE CENTERLINE OF OLD STAGE
 GA1275'ROAD, 45 1/2 FEET SOUTHEAST OF AN 11-INCH TREE, 23 1/2 FEET
 GA1275'NORTHWEST OF A POLE, IN LINE WITH A ROW OF POLES, AND ABOUT 1
 GA1275'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1857 ***********************************************************************
 GA1857  DESIGNATION -  J 163
 GA1857  PID         -  GA1857
 GA1857  STATE/COUNTY-  TN/HAMBLEN
 GA1857  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1857
 GA1857                         *CURRENT SURVEY CONTROL
 GA1857  ___________________________________________________________________
 GA1857* NAD 83(1986)-  36 15 57.     (N)    083 08 58.     (W)     SCALED    
 GA1857* NAVD 88     -       374.738  (meters)    1229.45   (feet)  ADJUSTED  
 GA1857  ___________________________________________________________________
 GA1857  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA1857  DYNAMIC HT  -         374.397 (meters)    1228.33  (feet)  COMP
 GA1857  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA1857
 GA1857  VERT ORDER  -  FIRST     CLASS I
 GA1857
 GA1857.The horizontal coordinates were scaled from a topographic map and have
 GA1857.an estimated accuracy of +/- 6 seconds.
 GA1857
 GA1857.The orthometric height was determined by differential leveling
 GA1857.and adjusted by the National Geodetic Survey in June 1991..
 GA1857
 GA1857.The geoid height was determined by GEOID03.
 GA1857
 GA1857.The dynamic height is computed by dividing the NAVD 88
 GA1857.geopotential number by the normal gravity value computed on the
 GA1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1857.degrees latitude (g = 980.6199 gals.).
 GA1857
 GA1857.The modeled gravity was interpolated from observed gravity values.
 GA1857
 GA1857;                    North         East    Units  Estimated Accuracy
 GA1857;SPC TN       -   218,140.      856,110.      MT  (+/- 180 meters Scaled)
 GA1857
 GA1857                          SUPERSEDED SURVEY CONTROL
 GA1857
 GA1857  NGVD 29 (??/??/92)  374.885  (m)         1229.94   (f) ADJ UNCH    1 1
 GA1857
 GA1857.Superseded values are not recommended for survey control.
 GA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1857.See file dsdata.txt to determine how the superseded data were derived.
 GA1857
 GA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA069155(NAD 83)
 GA1857_MARKER: DB = BENCH MARK DISK
 GA1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1857_STAMPING: J 163 1967
 GA1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1857+STABILITY: SURFACE MOTION
 GA1857
 GA1857  HISTORY     - Date     Condition        Report By
 GA1857  HISTORY     - 1967     MONUMENTED       CGS
 GA1857
 GA1857                          STATION DESCRIPTION
 GA1857
 GA1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1857'1.2 MI SW FROM WHITESBURG.
 GA1857'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA1857'AT THE SMALL COMMUNITY OF WHITESBURG, THENCE 0.05 MILE SOUTHEAST
 GA1857'ALONG A PAVED ROAD, THENCE 0.85 MILE SOUTHWEST ALONG THE
 GA1857'SOUTHERN RAILWAY COMPANY RAILROAD, OR ABOUT 0.25 MILE SOUTHEAST
 GA1857'ALONG A PAVED ROAD FROM THE POST OFFICE AT RUSSELLVILLE, THENCE
 GA1857'2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD,
 GA1857'6 1/2 POLES NORTHEAST OF MILEPOST 80, 150 YARDS WEST OF A LARGE
 GA1857'BARN, 27 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 GA1857'19 FEET EAST OF A POLE, 9 FEET NORTHEAST OF THE CENTERLINE OF A
 GA1857'PRIVATE ROAD, 2 FEET NORTHWEST OF A FENCE, 1.5 FEET EAST OF A
 GA1857'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 GA1857'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1162 ***********************************************************************
 FB1162  DESIGNATION -  J 164
 FB1162  PID         -  FB1162
 FB1162  STATE/COUNTY-  TN/COCKE
 FB1162  USGS QUAD   -  NEWPORT (1992)
 FB1162
 FB1162                         *CURRENT SURVEY CONTROL
 FB1162  ___________________________________________________________________
 FB1162* NAD 83(1986)-  35 59 28.     (N)    083 11 43.     (W)     SCALED    
 FB1162* NAVD 88     -       313.722  (meters)    1029.27   (feet)  ADJUSTED  
 FB1162  ___________________________________________________________________
 FB1162  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB1162  DYNAMIC HT  -         313.426 (meters)    1028.30  (feet)  COMP
 FB1162  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FB1162
 FB1162  VERT ORDER  -  FIRST     CLASS I
 FB1162
 FB1162.The horizontal coordinates were scaled from a topographic map and have
 FB1162.an estimated accuracy of +/- 6 seconds.
 FB1162
 FB1162.The orthometric height was determined by differential leveling
 FB1162.and adjusted by the National Geodetic Survey in June 1991..
 FB1162
 FB1162.The geoid height was determined by GEOID03.
 FB1162
 FB1162.The dynamic height is computed by dividing the NAVD 88
 FB1162.geopotential number by the normal gravity value computed on the
 FB1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1162.degrees latitude (g = 980.6199 gals.).
 FB1162
 FB1162.The modeled gravity was interpolated from observed gravity values.
 FB1162
 FB1162;                    North         East    Units  Estimated Accuracy
 FB1162;SPC TN       -   187,550.      852,870.      MT  (+/- 180 meters Scaled)
 FB1162
 FB1162                          SUPERSEDED SURVEY CONTROL
 FB1162
 FB1162  NGVD 29 (??/??/92)  313.864  (m)         1029.74   (f) ADJ UNCH    1 1
 FB1162
 FB1162.Superseded values are not recommended for survey control.
 FB1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1162.See file dsdata.txt to determine how the superseded data were derived.
 FB1162
 FB1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV021851(NAD 83)
 FB1162_MARKER: DB = BENCH MARK DISK
 FB1162_SETTING: 66 = SET IN ROCK OUTCROP
 FB1162_SP_SET: ROCK OUTCROP
 FB1162_STAMPING: J 164 1967
 FB1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1162+STABILITY: POSITION/ELEVATION WELL
 FB1162
 FB1162  HISTORY     - Date     Condition        Report By
 FB1162  HISTORY     - 1967     MONUMENTED       CGS
 FB1162
 FB1162                          STATION DESCRIPTION
 FB1162
 FB1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1162'2.3 MI N FROM NEWPORT.
 FB1162'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1162'FROM THE STATION AT NEWPORT, 0.25 MILE SOUTH OF MILEPOST 209, 20
 FB1162'FEET WEST OF THE WEST RAIL OF THE TRACK, SET IN THE TOP AND 10
 FB1162'INCHES NORTHEAST OF THE SOUTHWEST EDGE OF A ROCK OUTCROP, 10
 FB1162'FEET WEST OF THE NORTH END OF THE CONCRETE ABUTMENT OF A STEEL
 FB1162'RAILROAD BRIDGE OVER SINKING CREEK, 14 1/2 FEET WEST OF THE NORTH
 FB1162'END OF THE WEST STEEL GIRDER OF THE BRIDGE, ABOUT 1/2 FOOT BELOW
 FB1162'THE LEVEL OF THE ABUTMENT OF THE BRIDGE, AND ABOUT 6 1/2 FEET
 FB1162'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1585 ***********************************************************************
 GC1585  DESIGNATION -  J 166
 GC1585  PID         -  GC1585
 GC1585  STATE/COUNTY-  TN/STEWART
 GC1585  USGS QUAD   -  STANDING ROCK (1986)
 GC1585
 GC1585                         *CURRENT SURVEY CONTROL
 GC1585  ___________________________________________________________________
 GC1585* NAD 83(1986)-  36 27 26.     (N)    087 59 29.     (W)     SCALED    
 GC1585* NAVD 88     -       184.538  (meters)     605.44   (feet)  ADJUSTED  
 GC1585  ___________________________________________________________________
 GC1585  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC1585  DYNAMIC HT  -         184.385 (meters)     604.94  (feet)  COMP
 GC1585  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC1585
 GC1585  VERT ORDER  -  FIRST     CLASS II
 GC1585
 GC1585.The horizontal coordinates were scaled from a topographic map and have
 GC1585.an estimated accuracy of +/- 6 seconds.
 GC1585
 GC1585.The orthometric height was determined by differential leveling
 GC1585.and adjusted by the National Geodetic Survey in June 1991..
 GC1585
 GC1585.The geoid height was determined by GEOID03.
 GC1585
 GC1585.The dynamic height is computed by dividing the NAVD 88
 GC1585.geopotential number by the normal gravity value computed on the
 GC1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1585.degrees latitude (g = 980.6199 gals.).
 GC1585
 GC1585.The modeled gravity was interpolated from observed gravity values.
 GC1585
 GC1585;                    North         East    Units  Estimated Accuracy
 GC1585;SPC TN       -   237,470.      421,500.      MT  (+/- 180 meters Scaled)
 GC1585
 GC1585                          SUPERSEDED SURVEY CONTROL
 GC1585
 GC1585  NGVD 29 (??/??/92)  184.578  (m)          605.57   (f) ADJ UNCH    1 2
 GC1585
 GC1585.Superseded values are not recommended for survey control.
 GC1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1585.See file dsdata.txt to determine how the superseded data were derived.
 GC1585
 GC1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF111351(NAD 83)
 GC1585_MARKER: DB = BENCH MARK DISK
 GC1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1585_SP_SET: SQUARE CONCRETE MONUMENT
 GC1585_STAMPING: J 166 1947
 GC1585_MARK LOGO: CGS   
 GC1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1585+STABILITY: SURFACE MOTION
 GC1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1585+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1987
 GC1585
 GC1585  HISTORY     - Date     Condition        Report By
 GC1585  HISTORY     - 1947     MONUMENTED       CGS
 GC1585  HISTORY     - 1972     GOOD             TVA
 GC1585  HISTORY     - 19870617 GOOD             LOCENG
 GC1585
 GC1585                          STATION DESCRIPTION
 GC1585
 GC1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1585'10.4 MI W FROM DOVER.
 GC1585'10.4 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1585'DOVER, ABOUT 0.7 MILE WEST OF THE SCARBOROUGH GENERAL STORE AND
 GC1585'THE JUNCTION OF THE T.V.A. ROAD LEADING SOUTH TO MC KINNON, ABOUT
 GC1585'0.6 MILE EAST OF THE WOFFORD CHURCH AND CEMETERY, AT A CURVE
 GC1585'WITH TANGENTS LEADING NORTHWEST AND NORTHEAST, 79 FEET
 GC1585'SOUTH-SOUTHEAST ACROSS THE HIGHWAY FROM A 14-INCH BLAZED HICKORY
 GC1585'TREE, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 GC1585'NORTHEAST OF AN 8-INCH BLAZED OAK TREE, 12.5 FEET WEST OF ANOTHER
 GC1585'8-INCH BLAZED OAK TREE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 GC1585'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1585'NOTE-- POST AND SIGN SET AT MONUMENT.  12.9 W TO 14 IN POST OAK.
 GC1585'17.8 SW TO 16 IN POST OAK.
 GC1585
 GC1585                          STATION RECOVERY (1972)
 GC1585
 GC1585'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1585'RECOVERED IN GOOD CONDITION.
 GC1585
 GC1585                          STATION RECOVERY (1987)
 GC1585
 GC1585'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1613 ***********************************************************************
 GC1613  DESIGNATION -  J 167
 GC1613  PID         -  GC1613
 GC1613  STATE/COUNTY-  TN/HOUSTON
 GC1613  USGS QUAD   -  STEWART (1982)
 GC1613
 GC1613                         *CURRENT SURVEY CONTROL
 GC1613  ___________________________________________________________________
 GC1613* NAD 83(1986)-  36 15 39.     (N)    087 50 23.     (W)     SCALED    
 GC1613* NAVD 88     -       118.962  (meters)     390.29   (feet)  ADJUSTED  
 GC1613  ___________________________________________________________________
 GC1613  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC1613  DYNAMIC HT  -         118.862 (meters)     389.97  (feet)  COMP
 GC1613  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GC1613
 GC1613  VERT ORDER  -  FIRST     CLASS II
 GC1613
 GC1613.The horizontal coordinates were scaled from a topographic map and have
 GC1613.an estimated accuracy of +/- 6 seconds.
 GC1613
 GC1613.The orthometric height was determined by differential leveling
 GC1613.and adjusted by the National Geodetic Survey in June 1991..
 GC1613
 GC1613.The geoid height was determined by GEOID03.
 GC1613
 GC1613.The dynamic height is computed by dividing the NAVD 88
 GC1613.geopotential number by the normal gravity value computed on the
 GC1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1613.degrees latitude (g = 980.6199 gals.).
 GC1613
 GC1613.The modeled gravity was interpolated from observed gravity values.
 GC1613
 GC1613;                    North         East    Units  Estimated Accuracy
 GC1613;SPC TN       -   215,410.      434,690.      MT  (+/- 180 meters Scaled)
 GC1613
 GC1613                          SUPERSEDED SURVEY CONTROL
 GC1613
 GC1613  NGVD 29 (??/??/92)  118.996  (m)          390.41   (f) ADJ UNCH    1 2
 GC1613
 GC1613.Superseded values are not recommended for survey control.
 GC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1613.See file dsdata.txt to determine how the superseded data were derived.
 GC1613
 GC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF245132(NAD 83)
 GC1613_MARKER: DB = BENCH MARK DISK
 GC1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1613_STAMPING: J 167 1947
 GC1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1613+STABILITY: SURFACE MOTION
 GC1613
 GC1613  HISTORY     - Date     Condition        Report By
 GC1613  HISTORY     - 1947     MONUMENTED       CGS
 GC1613  HISTORY     - 1972     GOOD             TVA
 GC1613  HISTORY     - 1987     GOOD             USPSQD
 GC1613
 GC1613                          STATION DESCRIPTION
 GC1613
 GC1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1613'8.6 MI S FROM MC KINNON.
 GC1613'8.6 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1613'METHODIST CHURCH AT MC KINNON, AT NEW HOPE CHURCH, ABOUT 100
 GC1613'YARDS SOUTH OF THE JUNCTION OF THE MAIN EAST-AND-WEST GRAVEL
 GC1613'ROAD AND A GRAVEL ROAD LEADING SOUTH, 61 FEET SOUTHEAST OF THE
 GC1613'SOUTHEAST CORNER OF THE CONCRETE CURB AROUND A WELL, 3.5 FEET
 GC1613'EAST OF THE NORTHEAST CORNER OF THE LOG CHURCH, ABOUT LEVEL WITH
 GC1613'THE ROAD LEADING SOUTH, AND IN THE TOP OF A CONCRETE POST
 GC1613'PROJECTING ABOUT 4 INCHES.  NOTE-- 100 FT W OF INTERSECTION OF
 GC1613'BLACKTOP ROAD AND DRAIN.  73.2 S 40 W FROM HIGHWAY RIGHT-OF-WAY
 GC1613'MARKER.  62.0 S 50 E FROM THE SE CORNER OF A CONCRETE CURB
 GC1613'AROUND A WELL.  3.5 SE FROM A 3 IN APPLE TREE 4.0 E OF THE NE
 GC1613'CORNER OF THE LOG CHURCH.  STATION IS FLUSH WITH GROUND.
 GC1613
 GC1613                          STATION RECOVERY (1972)
 GC1613
 GC1613'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1613'RECOVERED IN GOOD CONDITION.
 GC1613
 GC1613                          STATION RECOVERY (1987)
 GC1613
 GC1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1583 ***********************************************************************
 GC1583  DESIGNATION -  J 168
 GC1583  PID         -  GC1583
 GC1583  STATE/COUNTY-  TN/HUMPHREYS
 GC1583  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1583
 GC1583                         *CURRENT SURVEY CONTROL
 GC1583  ___________________________________________________________________
 GC1583* NAD 83(1986)-  36 01 04.     (N)    087 59 53.     (W)     SCALED    
 GC1583* NAVD 88     -       118.449  (meters)     388.61   (feet)  ADJUSTED  
 GC1583  ___________________________________________________________________
 GC1583  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GC1583  DYNAMIC HT  -         118.348 (meters)     388.28  (feet)  COMP
 GC1583  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GC1583
 GC1583  VERT ORDER  -  FIRST     CLASS II
 GC1583
 GC1583.The horizontal coordinates were scaled from a topographic map and have
 GC1583.an estimated accuracy of +/- 6 seconds.
 GC1583
 GC1583.The orthometric height was determined by differential leveling
 GC1583.and adjusted by the National Geodetic Survey in June 1991..
 GC1583
 GC1583.The geoid height was determined by GEOID03.
 GC1583
 GC1583.The dynamic height is computed by dividing the NAVD 88
 GC1583.geopotential number by the normal gravity value computed on the
 GC1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1583.degrees latitude (g = 980.6199 gals.).
 GC1583
 GC1583.The modeled gravity was interpolated from observed gravity values.
 GC1583
 GC1583;                    North         East    Units  Estimated Accuracy
 GC1583;SPC TN       -   188,730.      419,910.      MT  (+/- 180 meters Scaled)
 GC1583
 GC1583                          SUPERSEDED SURVEY CONTROL
 GC1583
 GC1583  NGVD 29 (??/??/92)  118.481  (m)          388.72   (f) ADJ UNCH    1 2
 GC1583
 GC1583.Superseded values are not recommended for survey control.
 GC1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1583.See file dsdata.txt to determine how the superseded data were derived.
 GC1583
 GC1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100863(NAD 83)
 GC1583_MARKER: DB = BENCH MARK DISK
 GC1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1583_SP_SET: BRIDGE
 GC1583_STAMPING: J 168 1947
 GC1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1583
 GC1583  HISTORY     - Date     Condition        Report By
 GC1583  HISTORY     - UNK      MONUMENTED       TVA
 GC1583  HISTORY     - 1947     GOOD             NGS
 GC1583
 GC1583                          STATION DESCRIPTION
 GC1583
 GC1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1583'0.9 MI W FROM JOHNSONVILLE.
 GC1583'0.9 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1583'RAILWAY FROM THE STATION AT JOHNSONVILLE, AT THE EAST END OF THE
 GC1583'RAILWAY BRIDGE OVER TENNESSEE RIVER, 25 FEET WEST OF THE SECOND
 GC1583'POLE WEST OF POLE 80/10, IN THE TOP OF THE EAST END OF THE NORTH
 GC1583'RETAINING WALL OF THE EAST ABUTMENT, 6 FEET NORTH OF THE NORTH
 GC1583'RAIL, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THIS BENCH MARK
 GC1583'WAS RECOVERED AND STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0108 ***********************************************************************
 FE0108  DESIGNATION -  J 169
 FE0108  PID         -  FE0108
 FE0108  STATE/COUNTY-  TN/DECATUR
 FE0108  USGS QUAD   -  JEANNETTE (1986)
 FE0108
 FE0108                         *CURRENT SURVEY CONTROL
 FE0108  ___________________________________________________________________
 FE0108* NAD 83(1986)-  35 40 09.     (N)    088 07 12.     (W)     SCALED    
 FE0108* NAVD 88     -       170.871  (meters)     560.60   (feet)  ADJUSTED  
 FE0108  ___________________________________________________________________
 FE0108  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0108  DYNAMIC HT  -         170.722 (meters)     560.11  (feet)  COMP
 FE0108  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FE0108
 FE0108  VERT ORDER  -  FIRST     CLASS II
 FE0108
 FE0108.The horizontal coordinates were scaled from a topographic map and have
 FE0108.an estimated accuracy of +/- 6 seconds.
 FE0108
 FE0108.The orthometric height was determined by differential leveling
 FE0108.and adjusted by the National Geodetic Survey in June 1991..
 FE0108
 FE0108.The geoid height was determined by GEOID03.
 FE0108
 FE0108.The dynamic height is computed by dividing the NAVD 88
 FE0108.geopotential number by the normal gravity value computed on the
 FE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0108.degrees latitude (g = 980.6199 gals.).
 FE0108
 FE0108.The modeled gravity was interpolated from observed gravity values.
 FE0108
 FE0108;                    North         East    Units  Estimated Accuracy
 FE0108;SPC TN       -   150,290.      408,080.      MT  (+/- 180 meters Scaled)
 FE0108
 FE0108                          SUPERSEDED SURVEY CONTROL
 FE0108
 FE0108  NGVD 29 (??/??/??)  170.886  (m)          560.65   (f) ADJUSTED    1 2
 FE0108
 FE0108.Superseded values are not recommended for survey control.
 FE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0108.See file dsdata.txt to determine how the superseded data were derived.
 FE0108
 FE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE986478(NAD 83)
 FE0108_MARKER: DD = SURVEY DISK
 FE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0108_STAMPING: J 169 1947
 FE0108_MARK LOGO: TVA   
 FE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0108+STABILITY: SURFACE MOTION
 FE0108
 FE0108  HISTORY     - Date     Condition        Report By
 FE0108  HISTORY     - 1947     MONUMENTED       TVA
 FE0108  HISTORY     - 1947     GOOD             CGS
 FE0108
 FE0108                          STATION DESCRIPTION
 FE0108
 FE0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0108'1.4 MI N FROM PARSONS.
 FE0108'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0108'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0108'ABOUT 0.85 MILE SOUTH OF MOUNT JOY SCHOOL, 82 FEET EAST OF THE
 FE0108'EAST CORNER OF AN IMITATION STONE FARMHOUSE, 20 FEET SOUTHWEST
 FE0108'OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF AN 8-INCH
 FE0108'BLAZED OAK TREE, 30 FEET NORTHEAST OF A 10-INCH BLAZED OAK
 FE0108'TREE, 3.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 FE0108'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 FE0108'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0108'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0398 ***********************************************************************
 FF0398  DESIGNATION -  J 17
 FF0398  PID         -  FF0398
 FF0398  STATE/COUNTY-  TN/SHELBY
 FF0398  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0398
 FF0398                         *CURRENT SURVEY CONTROL
 FF0398  ___________________________________________________________________
 FF0398* NAD 83(1986)-  35 05 03.     (N)    090 03 12.     (W)     SCALED    
 FF0398* NAVD 88     -        72.398  (meters)     237.53   (feet)  ADJUSTED  
 FF0398  ___________________________________________________________________
 FF0398  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0398  DYNAMIC HT  -          72.332 (meters)     237.31  (feet)  COMP
 FF0398  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF0398
 FF0398  VERT ORDER  -  SECOND    CLASS 0
 FF0398
 FF0398.The horizontal coordinates were scaled from a topographic map and have
 FF0398.an estimated accuracy of +/- 6 seconds.
 FF0398
 FF0398.The orthometric height was determined by differential leveling
 FF0398.and adjusted by the National Geodetic Survey in June 1991..
 FF0398
 FF0398.The geoid height was determined by GEOID03.
 FF0398
 FF0398.The dynamic height is computed by dividing the NAVD 88
 FF0398.geopotential number by the normal gravity value computed on the
 FF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0398.degrees latitude (g = 980.6199 gals.).
 FF0398
 FF0398.The modeled gravity was interpolated from observed gravity values.
 FF0398
 FF0398;                    North         East    Units  Estimated Accuracy
 FF0398;SPC TN       -    90,960.      230,450.      MT  (+/- 180 meters Scaled)
 FF0398
 FF0398                          SUPERSEDED SURVEY CONTROL
 FF0398
 FF0398  NGVD 29 (??/??/??)   72.364  (m)          237.41   (f) ADJUSTED    2 0
 FF0398
 FF0398.Superseded values are not recommended for survey control.
 FF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0398.See file dsdata.txt to determine how the superseded data were derived.
 FF0398
 FF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU686863(NAD 83)
 FF0398_MARKER: DB = BENCH MARK DISK
 FF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0398_STAMPING: J 17 1934
 FF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0398+STABILITY: SURFACE MOTION
 FF0398
 FF0398  HISTORY     - Date     Condition        Report By
 FF0398  HISTORY     - 1934     MONUMENTED       CGS
 FF0398  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0398
 FF0398                          STATION DESCRIPTION
 FF0398
 FF0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0398'AT MEMPHIS.
 FF0398'AT MEMPHIS, SHELBY COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, TWO
 FF0398'BLOCKS SOUTH OF MALLORY AVENUE, 670 FEET SOUTH OF INTERNATIONAL
 FF0398'SUGAR FEED COMPANY PLANT 2, 75 FEET EAST OF THE CENTERLINE OF
 FF0398'THE MAIN TRACK, AND 42 FEET SOUTH OF THE CENTERLINE OF A
 FF0398'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED J 17 1934 AND
 FF0398'SET IN THE TOP OF A CONCRETE POST.
 FF0398
 FF0398                          STATION RECOVERY (1974)
 FF0398
 FF0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1259 ***********************************************************************
 FD1259  DESIGNATION -  J 170
 FD1259  PID         -  FD1259
 FD1259  STATE/COUNTY-  TN/PERRY
 FD1259  USGS QUAD   -  POPE (1973)
 FD1259
 FD1259                         *CURRENT SURVEY CONTROL
 FD1259  ___________________________________________________________________
 FD1259* NAD 83(1986)-  35 30 47.     (N)    087 55 44.     (W)     SCALED    
 FD1259* NAVD 88     -       145.883  (meters)     478.62   (feet)  ADJUSTED  
 FD1259  ___________________________________________________________________
 FD1259  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1259  DYNAMIC HT  -         145.749 (meters)     478.18  (feet)  COMP
 FD1259  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FD1259
 FD1259  VERT ORDER  -  FIRST     CLASS II
 FD1259
 FD1259.The horizontal coordinates were scaled from a topographic map and have
 FD1259.an estimated accuracy of +/- 6 seconds.
 FD1259
 FD1259.The orthometric height was determined by differential leveling
 FD1259.and adjusted by the National Geodetic Survey in June 1991..
 FD1259
 FD1259.The geoid height was determined by GEOID03.
 FD1259
 FD1259.The dynamic height is computed by dividing the NAVD 88
 FD1259.geopotential number by the normal gravity value computed on the
 FD1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1259.degrees latitude (g = 980.6199 gals.).
 FD1259
 FD1259.The modeled gravity was interpolated from observed gravity values.
 FD1259
 FD1259;                    North         East    Units  Estimated Accuracy
 FD1259;SPC TN       -   132,610.      425,040.      MT  (+/- 180 meters Scaled)
 FD1259
 FD1259                          SUPERSEDED SURVEY CONTROL
 FD1259
 FD1259  NGVD 29 (??/??/92)  145.890  (m)          478.64   (f) ADJ UNCH    1 2
 FD1259
 FD1259.Superseded values are not recommended for survey control.
 FD1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1259.See file dsdata.txt to determine how the superseded data were derived.
 FD1259
 FD1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE157303(NAD 83)
 FD1259_MARKER: DD = SURVEY DISK
 FD1259_SETTING: 66 = SET IN ROCK OUTCROP
 FD1259_SP_SET: SET IN ROCK OUTCROP
 FD1259_STAMPING: J 170 1947
 FD1259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1259+STABILITY: POSITION/ELEVATION WELL
 FD1259
 FD1259  HISTORY     - Date     Condition        Report By
 FD1259  HISTORY     - 1947     MONUMENTED       CGS
 FD1259  HISTORY     - 1975     GOOD             TVA
 FD1259
 FD1259                          STATION DESCRIPTION
 FD1259
 FD1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1259'13.2 MI NE FROM CLIFTON.
 FD1259'ABOUT 13.2 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1259'HOTEL AT CLIFTON, ABOUT 110 YARDS SOUTHEAST OF THE JUNCTION OF A
 FD1259'DIRT ROAD LEADING SOUTHWEST, SET IN THE TOP OF A PROJECTING  OF
 FD1259'ROCK OUTCROP, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FD1259'362 FEET NORTH-NORTHEAST OF A T FENCE CORNER POST IN THE
 FD1259'SOUTHWEST RIGHT-OF-WAY FENCE, 22 FEET EAST OF A 16-INCH TRIANGULAR
 FD1259'BLAZED OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FD1259'4 FEET ABOVE THE ROAD AND SET IN A DRILL HOLE.
 FD1259
 FD1259                          STATION RECOVERY (1975)
 FD1259
 FD1259'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1259'DESC OF MARKER GOOD, EXCEPT. DELETE THE FOLLOWING PORTIONS-- 1. 362
 FD1259'FT. N NE OF A T FENCE COR POST IN SW R/W FENCE 2. 22 FT. E OF A 16
 FD1259'IN. TRIANGULAR BLAZED OAK TREE. 3. 45 FT. NE OF C/L OF ROAD. ADD TO
 FD1259'DESC. 30 FT. NE OF C/L OF BLACK TOP ROAD. ADD NEW REFS. 6.3 N15E TO 4
 FD1259'IN. CEDAR 8.0 S75E TO 3 IN. CEDAR 13.8 S30E TO 3 IN. CEDAR NO FENCE
 FD1259'POST SET DUE TO ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0252 ***********************************************************************
 FE0252  DESIGNATION -  J 171
 FE0252  PID         -  FE0252
 FE0252  STATE/COUNTY-  TN/HARDIN
 FE0252  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0252
 FE0252                         *CURRENT SURVEY CONTROL
 FE0252  ___________________________________________________________________
 FE0252* NAD 83(1986)-  35 10 47.     (N)    088 19 36.     (W)     SCALED    
 FE0252* NAVD 88     -       120.623  (meters)     395.74   (feet)  ADJUSTED  
 FE0252  ___________________________________________________________________
 FE0252  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE0252  DYNAMIC HT  -         120.513 (meters)     395.38  (feet)  COMP
 FE0252  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE0252
 FE0252  VERT ORDER  -  FIRST     CLASS II
 FE0252
 FE0252.The horizontal coordinates were scaled from a topographic map and have
 FE0252.an estimated accuracy of +/- 6 seconds.
 FE0252
 FE0252.The orthometric height was determined by differential leveling
 FE0252.and adjusted by the National Geodetic Survey in June 1991..
 FE0252
 FE0252.The geoid height was determined by GEOID03.
 FE0252
 FE0252.The dynamic height is computed by dividing the NAVD 88
 FE0252.geopotential number by the normal gravity value computed on the
 FE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0252.degrees latitude (g = 980.6199 gals.).
 FE0252
 FE0252.The modeled gravity was interpolated from observed gravity values.
 FE0252
 FE0252;                    North         East    Units  Estimated Accuracy
 FE0252;SPC TN       -    96,430.      388,090.      MT  (+/- 180 meters Scaled)
 FE0252
 FE0252                          SUPERSEDED SURVEY CONTROL
 FE0252
 FE0252  NGVD 29 (??/??/??)  120.632  (m)          395.77   (f) ADJUSTED    1 2
 FE0252
 FE0252.Superseded values are not recommended for survey control.
 FE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0252.See file dsdata.txt to determine how the superseded data were derived.
 FE0252
 FE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD792937(NAD 83)
 FE0252_MARKER: DD = SURVEY DISK
 FE0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0252_SP_SET: BRIDGE
 FE0252_STAMPING: J 171 1947
 FE0252_MARK LOGO: TVA   
 FE0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0252
 FE0252  HISTORY     - Date     Condition        Report By
 FE0252  HISTORY     - 1947     MONUMENTED       TVA
 FE0252  HISTORY     - 1947     GOOD             CGS
 FE0252  HISTORY     - 1949     GOOD             CGS
 FE0252
 FE0252                          STATION DESCRIPTION
 FE0252
 FE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0252'2.9 MI S FROM CRUMP.
 FE0252'2.9 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0252'AND CEMETERY AT CRUMP, ABOUT 3.0 MILES NORTHWEST OF THE POST
 FE0252'OFFICE AT PITTSBURG LANDING, SET IN THE TOP OF THE CONCRETE
 FE0252'BASE OF THE WEST CONCRETE BRIDGE RAILING AT THE SOUTH END OF A
 FE0252'230-FOOT CONCRETE BRIDGE, 10 FEET WEST OF THE CENTER LINE OF THE
 FE0252'HIGHWAY, 15 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND
 FE0252'ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR.
 FE0252
 FE0252                          STATION RECOVERY (1949)
 FE0252
 FE0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1325 ***********************************************************************
 GC1325  DESIGNATION -  J 172
 GC1325  PID         -  GC1325
 GC1325  STATE/COUNTY-  TN/CHEATHAM
 GC1325  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1325
 GC1325                         *CURRENT SURVEY CONTROL
 GC1325  ___________________________________________________________________
 GC1325* NAD 83(1986)-  36 06 33.     (N)    087 05 18.     (W)     SCALED    
 GC1325* NAVD 88     -       158.282  (meters)     519.30   (feet)  ADJUSTED  
 GC1325  ___________________________________________________________________
 GC1325  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1325  DYNAMIC HT  -         158.146 (meters)     518.85  (feet)  COMP
 GC1325  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GC1325
 GC1325  VERT ORDER  -  FIRST     CLASS II
 GC1325
 GC1325.The horizontal coordinates were scaled from a topographic map and have
 GC1325.an estimated accuracy of +/- 6 seconds.
 GC1325
 GC1325.The orthometric height was determined by differential leveling
 GC1325.and adjusted by the National Geodetic Survey in June 1991..
 GC1325
 GC1325.The geoid height was determined by GEOID03.
 GC1325
 GC1325.The dynamic height is computed by dividing the NAVD 88
 GC1325.geopotential number by the normal gravity value computed on the
 GC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1325.degrees latitude (g = 980.6199 gals.).
 GC1325
 GC1325.The modeled gravity was interpolated from observed gravity values.
 GC1325
 GC1325;                    North         East    Units  Estimated Accuracy
 GC1325;SPC TN       -   197,570.      502,010.      MT  (+/- 180 meters Scaled)
 GC1325
 GC1325                          SUPERSEDED SURVEY CONTROL
 GC1325
 GC1325  NGVD 29 (??/??/92)  158.305  (m)          519.37   (f) ADJ UNCH    1 2
 GC1325
 GC1325.Superseded values are not recommended for survey control.
 GC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1325.See file dsdata.txt to determine how the superseded data were derived.
 GC1325
 GC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE920960(NAD 83)
 GC1325_MARKER: DB = BENCH MARK DISK
 GC1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1325_SP_SET: CULVERT
 GC1325_STAMPING: J 172 1948
 GC1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1325
 GC1325  HISTORY     - Date     Condition        Report By
 GC1325  HISTORY     - 1948     MONUMENTED       CGS
 GC1325
 GC1325                          STATION DESCRIPTION
 GC1325
 GC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1325'2.2 MI W FROM PEGRAM.
 GC1325'2.25 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1325'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 1.95 MILES EAST OF THE
 GC1325'STATION AT KINGSTON SPRINGS, 4 RAILS SOUTHWEST OF MILE POST
 GC1325'22, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GC1325'CONCRETE HEAD WALL OF A 2-FOOT CONCRETE CULVERT, 13 FEET SOUTHEAST
 GC1325'OF THE SOUTHEAST RAIL AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0740 ***********************************************************************
 FE0740  DESIGNATION -  J 173
 FE0740  PID         -  FE0740
 FE0740  STATE/COUNTY-  TN/MADISON
 FE0740  USGS QUAD   -  WESTOVER (1981)
 FE0740
 FE0740                         *CURRENT SURVEY CONTROL
 FE0740  ___________________________________________________________________
 FE0740* NAD 83(1995)-  35 36 07.54329(N)    088 55 16.86817(W)     ADJUSTED  
 FE0740* NAVD 88     -       125.949  (meters)     413.22   (feet)  ADJUSTED  
 FE0740  ___________________________________________________________________
 FE0740  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FE0740  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0740  DYNAMIC HT  -         125.836 (meters)     412.85  (feet)  COMP
 FE0740  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FE0740
 FE0740  HORZ ORDER  -  SECOND
 FE0740  VERT ORDER  -  FIRST     CLASS II
 FE0740
 FE0740.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE0740
 FE0740.The horizontal coordinates were established by classical geodetic methods
 FE0740.and adjusted by the National Geodetic Survey in April 1999..
 FE0740
 FE0740.The orthometric height was determined by differential leveling
 FE0740.and adjusted by the National Geodetic Survey in June 1991..
 FE0740
 FE0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0740
 FE0740.The geoid height was determined by GEOID03.
 FE0740
 FE0740.The dynamic height is computed by dividing the NAVD 88
 FE0740.geopotential number by the normal gravity value computed on the
 FE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0740.degrees latitude (g = 980.6199 gals.).
 FE0740
 FE0740.The modeled gravity was interpolated from observed gravity values.
 FE0740
 FE0740;                    North         East     Units Scale Factor Converg.
 FE0740;SPC TN       -   144,718.414   335,334.105   MT  0.99995655   -1 42 37.0
 FE0740;SPC TN       -   474,797.00  1,100,175.31   sFT  0.99995655   -1 42 37.0
 FE0740;UTM  16      - 3,941,515.674   325,956.776   MT  0.99997329   -1 07 07.7
 FE0740
 FE0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0740!SPC TN       -   0.99998465  x   0.99995655  =   0.99994121
 FE0740!UTM  16      -   0.99998465  x   0.99997329  =   0.99995795
 FE0740
 FE0740                          SUPERSEDED SURVEY CONTROL
 FE0740
 FE0740  NAD 83(1995)-  35 36 07.54837(N)    088 55 16.87248(W) AD(       ) 2
 FE0740  NAD 83(1986)-  35 36 07.55488(N)    088 55 16.86900(W) AD(       ) 2
 FE0740  NAD 27      -  35 36 07.28400(N)    088 55 16.65020(W) AD(       ) 2
 FE0740  NGVD 29 (??/??/??)  125.985  (m)          413.34   (f) ADJUSTED    1 2
 FE0740
 FE0740.Superseded values are not recommended for survey control.
 FE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0740.See file dsdata.txt to determine how the superseded data were derived.
 FE0740
 FE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2595741516(NAD 83)
 FE0740_MARKER: DB = BENCH MARK DISK
 FE0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0740_SP_SET: BUILDING
 FE0740_STAMPING: J 173 1948
 FE0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0740+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0740
 FE0740  HISTORY     - Date     Condition        Report By
 FE0740  HISTORY     - 1948     MONUMENTED       CGS
 FE0740  HISTORY     - 1958     GOOD             CGS
 FE0740  HISTORY     - 1965     GOOD             CGS
 FE0740  HISTORY     - 1968     GOOD             CGS
 FE0740  HISTORY     - 1968     GOOD             CGS
 FE0740  HISTORY     - 1983     GOOD             USGS
 FE0740  HISTORY     - 20020910 GOOD             USACE
 FE0740
 FE0740                          STATION DESCRIPTION
 FE0740
 FE0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0740'6.1 MI W FROM JACKSON.
 FE0740'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0740'AT JACKSON, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG DRIVES IN
 FE0740'MC KELLAR FIELD, AT MC KELLAR FIELD, SET IN THE TOP OF THE NORTH
 FE0740'END OF THE CONCRETE DOOR SILL AT THE EAST ENTRANCE TO A LARGE
 FE0740'METAL HANGAR, 87 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 FE0740'A BUILDING HOUSING WEATHER BUREAU HEADQUARTERS, C.A.A. OFFICE
 FE0740'AND CONTROL TOWER, 1 FOOT SOUTH OF THE DOOR FACING AND ABOUT LEVEL
 FE0740'WITH THE CONCRETE TAXI-WAY.
 FE0740
 FE0740                          STATION RECOVERY (1958)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0740'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE0740'SQUARE IN JACKSON, GO WEST ON U.S. HIGHWAY 70 AND STATE
 FE0740'HIGHWAY 20 FOR 0.6 MILE TO THEIR JUNCTION. CONTINUE WESTERLY ON
 FE0740'HIGHWAY 70 FOR 5.0 MILES TO TT 39 (TVA) MARK ON THE LEFT.
 FE0740'CONTINUE WEST ON HIGHWAY 70 FOR 0.65 MILE TO A SIDE ROAD LEFT, JUST
 FE0740'AFTER PASSING BRICK STORE AND SERVICE STATION ON THE LEFT.
 FE0740'TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD
 FE0740'LEFT. TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.1 MILE TO
 FE0740'A SHARP CURVE RIGHT. TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 FE0740'SHARP CURVE LEFT. TURN LEFT AND GO EAST 0.15 MILE TO THE
 FE0740'SOUTHEAST CORNER OF A HANGAR AND THE STATION ON THE LEFT.
 FE0740'
 FE0740'BENCH MARK J-173 WAS USED AS REFERENCE MARK 2 FOR STATION MCKELLER.
 FE0740'IT IS 16 FEET SOUTH OF
 FE0740'THE NORTHEAST CORNER OF THE HANGAR AND 1 FOOT SOUTH OF THE
 FE0740'NORTH EDGE OF THE NORTH DOORWAY. THE MARK IS A STANDARD U.S. COAST
 FE0740'AND GEODETIC SURVEY BENCH MARK DISK STAMPED J-173 1948 SET
 FE0740'IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE NORTH DOORWAY TO THE
 FE0740'HANGAR.
 FE0740
 FE0740                          STATION RECOVERY (1965)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE0740'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FE0740'ORIGINAL DESCRIPTION IS FOUND IN QUAD 350884, STATION 1050.
 FE0740
 FE0740                          STATION RECOVERY (1968)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 FE0740'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 FE0740'DESCRIBED.
 FE0740'
 FE0740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MCKELLAR
 FE0740'FIELD.
 FE0740
 FE0740                          STATION RECOVERY (1968)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FE0740'RECOVERED IN GOOD CONDITION.
 FE0740
 FE0740                          STATION RECOVERY (1983)
 FE0740
 FE0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 FE0740'RECOVERED IN GOOD CONDITION.
 FE0740
 FE0740                          STATION RECOVERY (2002)
 FE0740
 FE0740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0740'PERMISSION NEEDED FROM AIRPORT ADMINISTRATOR TO ACCESS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0688 ***********************************************************************
 FE0688  DESIGNATION -  J 174
 FE0688  PID         -  FE0688
 FE0688  STATE/COUNTY-  TN/GIBSON
 FE0688  USGS QUAD   -  ATWOOD (1983)
 FE0688
 FE0688                         *CURRENT SURVEY CONTROL
 FE0688  ___________________________________________________________________
 FE0688* NAD 83(1986)-  35 56 24.     (N)    088 44 55.     (W)     SCALED    
 FE0688* NAVD 88     -       127.287  (meters)     417.61   (feet)  ADJUSTED  
 FE0688  ___________________________________________________________________
 FE0688  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0688  DYNAMIC HT  -         127.177 (meters)     417.25  (feet)  COMP
 FE0688  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0688
 FE0688  VERT ORDER  -  FIRST     CLASS II
 FE0688
 FE0688.The horizontal coordinates were scaled from a topographic map and have
 FE0688.an estimated accuracy of +/- 6 seconds.
 FE0688
 FE0688.The orthometric height was determined by differential leveling
 FE0688.and adjusted by the National Geodetic Survey in June 1991..
 FE0688
 FE0688.The geoid height was determined by GEOID03.
 FE0688
 FE0688.The dynamic height is computed by dividing the NAVD 88
 FE0688.geopotential number by the normal gravity value computed on the
 FE0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0688.degrees latitude (g = 980.6199 gals.).
 FE0688
 FE0688.The modeled gravity was interpolated from observed gravity values.
 FE0688
 FE0688;                    North         East    Units  Estimated Accuracy
 FE0688;SPC TN       -   181,740.      352,030.      MT  (+/- 180 meters Scaled)
 FE0688
 FE0688                          SUPERSEDED SURVEY CONTROL
 FE0688
 FE0688  NGVD 29 (??/??/??)  127.340  (m)          417.78   (f) ADJUSTED    1 2
 FE0688
 FE0688.Superseded values are not recommended for survey control.
 FE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0688.See file dsdata.txt to determine how the superseded data were derived.
 FE0688
 FE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE422787(NAD 83)
 FE0688_MARKER: DB = BENCH MARK DISK
 FE0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0688_STAMPING: J 174 1948
 FE0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0688+STABILITY: SURFACE MOTION
 FE0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0688+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0688
 FE0688  HISTORY     - Date     Condition        Report By
 FE0688  HISTORY     - 1948     MONUMENTED       CGS
 FE0688  HISTORY     - 20020910 GOOD             USACE
 FE0688
 FE0688                          STATION DESCRIPTION
 FE0688
 FE0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0688'1.6 MI NE FROM MILAN.
 FE0688'ABOUT 0.55 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0688'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 1.05 MILES
 FE0688'NORTH ALONG A GRAVEL ROAD LEADING TO MILAN AIRPORT, AT A
 FE0688'CROSSROAD AND AT THE SOUTHWEST CORNER OF THE SALEM METHODIST
 FE0688'CHURCH YARDS, 32 FEET EAST OF THE CENTER LINE OF THE ROAD
 FE0688'SOUTH, 187 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 70
 FE0688'FEET SOUTHWEST OF A 24-INCH OAK TREE, 79 FEET SOUTH OF A
 FE0688'30-INCH OAK TREE, 257.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FE0688'CORNER OF THE RED BRICK CHURCH BUILDING, 2 FEET SOUTH OF A WHITE
 FE0688'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN THE
 FE0688'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0688
 FE0688                          STATION RECOVERY (2002)
 FE0688
 FE0688'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0577 ***********************************************************************
 FE0577  DESIGNATION -  J 175
 FE0577  PID         -  FE0577
 FE0577  STATE/COUNTY-  TN/MCNAIRY
 FE0577  USGS QUAD   -  PURDY (1984)
 FE0577
 FE0577                         *CURRENT SURVEY CONTROL
 FE0577  ___________________________________________________________________
 FE0577* NAD 83(1986)-  35 09 46.     (N)    088 34 34.     (W)     SCALED    
 FE0577* NAVD 88     -       145.307  (meters)     476.73   (feet)  ADJUSTED  
 FE0577  ___________________________________________________________________
 FE0577  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0577  DYNAMIC HT  -         145.172 (meters)     476.29  (feet)  COMP
 FE0577  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FE0577
 FE0577  VERT ORDER  -  FIRST     CLASS II
 FE0577
 FE0577.The horizontal coordinates were scaled from a topographic map and have
 FE0577.an estimated accuracy of +/- 6 seconds.
 FE0577
 FE0577.The orthometric height was determined by differential leveling
 FE0577.and adjusted by the National Geodetic Survey in June 1991..
 FE0577
 FE0577.The geoid height was determined by GEOID03.
 FE0577
 FE0577.The dynamic height is computed by dividing the NAVD 88
 FE0577.geopotential number by the normal gravity value computed on the
 FE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0577.degrees latitude (g = 980.6199 gals.).
 FE0577
 FE0577.The modeled gravity was interpolated from observed gravity values.
 FE0577
 FE0577;                    North         East    Units  Estimated Accuracy
 FE0577;SPC TN       -    95,120.      365,320.      MT  (+/- 180 meters Scaled)
 FE0577
 FE0577                          SUPERSEDED SURVEY CONTROL
 FE0577
 FE0577  NGVD 29 (??/??/??)  145.302  (m)          476.71   (f) ADJUSTED    1 2
 FE0577
 FE0577.Superseded values are not recommended for survey control.
 FE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0577.See file dsdata.txt to determine how the superseded data were derived.
 FE0577
 FE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD564922(NAD 83)
 FE0577_MARKER: DB = BENCH MARK DISK
 FE0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0577_STAMPING: J 175 1949
 FE0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0577+STABILITY: SURFACE MOTION
 FE0577
 FE0577  HISTORY     - Date     Condition        Report By
 FE0577  HISTORY     - 1949     MONUMENTED       CGS
 FE0577  HISTORY     - 1949     GOOD             CGS
 FE0577  HISTORY     - 1980     POOR             LOCENG
 FE0577  HISTORY     - 1980     POOR             LOCENG
 FE0577
 FE0577                          STATION DESCRIPTION
 FE0577
 FE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0577'1.1 MI SE FROM SELMER.
 FE0577'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE
 FE0577'AT SELMER, MCNAIRY  COUNTY, AT THE TOP OF A GRADE, 31 FEET SOUTH
 FE0577'OF THE CENTERLINE OF THE HIGHWAY, 130 FEET WEST OF A POWER POLE,
 FE0577'28.5 FEET WEST OF A RIGHT-OF-WAY MARKER, 26 FEET EAST OF A
 FE0577'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET WEST OF A
 FE0577'STEEL POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 FE0577'ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD
 FE0577'DISK, STAMPED J 175 1949 AND SET IN THE TOP OF A CONCRETE POST
 FE0577'PROJECTING 4 INCHES ABOVE GROUND.
 FE0577
 FE0577                          STATION RECOVERY (1980)
 FE0577
 FE0577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 FE0577'MARK RECOVERED IN POOR CONDITION.
 FE0577
 FE0577                          STATION RECOVERY (1980)
 FE0577
 FE0577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 FE0577'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0878 ***********************************************************************
 FD0878  DESIGNATION -  J 176
 FD0878  PID         -  FD0878
 FD0878  STATE/COUNTY-  TN/LEWIS
 FD0878  USGS QUAD   -  SUMMERTOWN (1976)
 FD0878
 FD0878                         *CURRENT SURVEY CONTROL
 FD0878  ___________________________________________________________________
 FD0878* NAD 83(1986)-  35 26 51.     (N)    087 19 21.     (W)     SCALED    
 FD0878* NAVD 88     -       308.128  (meters)    1010.92   (feet)  ADJUSTED  
 FD0878  ___________________________________________________________________
 FD0878  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0878  DYNAMIC HT  -         307.843 (meters)    1009.98  (feet)  COMP
 FD0878  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FD0878
 FD0878  VERT ORDER  -  FIRST     CLASS II
 FD0878
 FD0878.The horizontal coordinates were scaled from a topographic map and have
 FD0878.an estimated accuracy of +/- 6 seconds.
 FD0878
 FD0878.The orthometric height was determined by differential leveling
 FD0878.and adjusted by the National Geodetic Survey in June 1991..
 FD0878
 FD0878.The geoid height was determined by GEOID03.
 FD0878
 FD0878.The dynamic height is computed by dividing the NAVD 88
 FD0878.geopotential number by the normal gravity value computed on the
 FD0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0878.degrees latitude (g = 980.6199 gals.).
 FD0878
 FD0878.The modeled gravity was interpolated from observed gravity values.
 FD0878
 FD0878;                    North         East    Units  Estimated Accuracy
 FD0878;SPC TN       -   124,430.      479,940.      MT  (+/- 180 meters Scaled)
 FD0878
 FD0878                          SUPERSEDED SURVEY CONTROL
 FD0878
 FD0878  NGVD 29 (??/??/92)  308.098  (m)         1010.82   (f) ADJ UNCH    1 2
 FD0878
 FD0878.Superseded values are not recommended for survey control.
 FD0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0878.See file dsdata.txt to determine how the superseded data were derived.
 FD0878
 FD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE707227(NAD 83)
 FD0878_MARKER: DB = BENCH MARK DISK
 FD0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0878_STAMPING: J 176 1949
 FD0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0878+STABILITY: SURFACE MOTION
 FD0878
 FD0878  HISTORY     - Date     Condition        Report By
 FD0878  HISTORY     - 1949     MONUMENTED       CGS
 FD0878  HISTORY     - 1973     GOOD             TVA
 FD0878
 FD0878                          STATION DESCRIPTION
 FD0878
 FD0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0878'2.1 MI NW FROM SUMMERTOWN.
 FD0878'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0878'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0878'AT SUMMERTOWN, ABOUT 20 FEET NORTH OF THE LAWRENCE-LEWIS COUNTY
 FD0878'LINE, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT
 FD0878'THE SOUTHEAST END OF A WOODED SECTION, 16 FEET WEST OF A
 FD0878'TRIANGULAR BLAZED 18-INCH OAK TREE, 11 FEET NORTH OF THE CENTER
 FD0878'LINE OF A FIELD ROAD BETWEEN A CULTIVATED FIELD AND THE WOODS,
 FD0878'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FD0878'POST PROJECTING 4 INCHES.  NOTE-- IN YARD OF RESIDENCE OF
 FD0878'CLARENCE C. PIGE.
 FD0878
 FD0878                          STATION RECOVERY (1973)
 FD0878
 FD0878'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0274 ***********************************************************************
 GD0274  DESIGNATION -  J 177
 GD0274  PID         -  GD0274
 GD0274  STATE/COUNTY-  TN/WEAKLEY
 GD0274  USGS QUAD   -  DRESDEN (1981)
 GD0274
 GD0274                         *CURRENT SURVEY CONTROL
 GD0274  ___________________________________________________________________
 GD0274* NAD 83(1986)-  36 17 33.     (N)    088 43 27.     (W)     SCALED    
 GD0274* NAVD 88     -       117.780  (meters)     386.42   (feet)  ADJUSTED  
 GD0274  ___________________________________________________________________
 GD0274  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0274  DYNAMIC HT  -         117.683 (meters)     386.10  (feet)  COMP
 GD0274  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GD0274
 GD0274  VERT ORDER  -  FIRST     CLASS II
 GD0274
 GD0274.The horizontal coordinates were scaled from a topographic map and have
 GD0274.an estimated accuracy of +/- 6 seconds.
 GD0274
 GD0274.The orthometric height was determined by differential leveling
 GD0274.and adjusted by the National Geodetic Survey in June 1991..
 GD0274
 GD0274.The geoid height was determined by GEOID03.
 GD0274
 GD0274.The dynamic height is computed by dividing the NAVD 88
 GD0274.geopotential number by the normal gravity value computed on the
 GD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0274.degrees latitude (g = 980.6199 gals.).
 GD0274
 GD0274.The modeled gravity was interpolated from observed gravity values.
 GD0274
 GD0274;                    North         East    Units  Estimated Accuracy
 GD0274;SPC TN       -   220,780.      355,330.      MT  (+/- 180 meters Scaled)
 GD0274
 GD0274                          SUPERSEDED SURVEY CONTROL
 GD0274
 GD0274  NGVD 29 (??/??/??)  117.804  (m)          386.50   (f) ADJUSTED    1 2
 GD0274
 GD0274.Superseded values are not recommended for survey control.
 GD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0274.See file dsdata.txt to determine how the superseded data were derived.
 GD0274
 GD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF451177(NAD 83)
 GD0274_MARKER: DB = BENCH MARK DISK
 GD0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0274_SP_SET: BRIDGE ABUTMENT
 GD0274_STAMPING: J 177 1949
 GD0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0274
 GD0274  HISTORY     - Date     Condition        Report By
 GD0274  HISTORY     - 1949     MONUMENTED       CGS
 GD0274  HISTORY     - 1967     GOOD             CGS
 GD0274
 GD0274                          STATION DESCRIPTION
 GD0274
 GD0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0274'1.2 MI NW FROM DRESDEN.
 GD0274'ABOUT 1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GD0274'ST. LOUIS RAILWAY FROM THE STATION AT DRESDEN, ABOUT 165 YARDS
 GD0274'NORTHWEST OF MILE POST 133, BETWEEN POLES 133/3 AND 133/4, SET
 GD0274'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 GD0274'ABUTMENT OF 120-FOOT TRESTLE NO 133.1 OVER A SMALL CREEK, 7
 GD0274'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.6 FOOT NORTHEAST OF THE
 GD0274'SOUTHWEST END OF THE ABUTMENT AND ABOUT LEVEL WITH THE TRACK.
 GD0274
 GD0274                          STATION RECOVERY (1967)
 GD0274
 GD0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0197 ***********************************************************************
 FD0197  DESIGNATION -  J 178
 FD0197  PID         -  FD0197
 FD0197  STATE/COUNTY-  TN/FRANKLIN
 FD0197  USGS QUAD   -  BEANS CREEK (1975)
 FD0197
 FD0197                         *CURRENT SURVEY CONTROL
 FD0197  ___________________________________________________________________
 FD0197* NAD 83(1986)-  35 04 10.     (N)    086 14 17.     (W)     SCALED    
 FD0197* NAVD 88     -       270.232  (meters)     886.59   (feet)  ADJUSTED  
 FD0197  ___________________________________________________________________
 FD0197  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0197  DYNAMIC HT  -         269.966 (meters)     885.71  (feet)  COMP
 FD0197  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 FD0197
 FD0197  VERT ORDER  -  FIRST     CLASS II
 FD0197
 FD0197.The horizontal coordinates were scaled from a topographic map and have
 FD0197.an estimated accuracy of +/- 6 seconds.
 FD0197
 FD0197.The orthometric height was determined by differential leveling
 FD0197.and adjusted by the National Geodetic Survey in June 1991..
 FD0197
 FD0197.The geoid height was determined by GEOID03.
 FD0197
 FD0197.The dynamic height is computed by dividing the NAVD 88
 FD0197.geopotential number by the normal gravity value computed on the
 FD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0197.degrees latitude (g = 980.6199 gals.).
 FD0197
 FD0197.The modeled gravity was interpolated from observed gravity values.
 FD0197
 FD0197;                    North         East    Units  Estimated Accuracy
 FD0197;SPC TN       -    81,700.      578,290.      MT  (+/- 180 meters Scaled)
 FD0197
 FD0197                          SUPERSEDED SURVEY CONTROL
 FD0197
 FD0197  NGVD 29 (??/??/92)  270.196  (m)          886.47   (f) ADJ UNCH    1 2
 FD0197
 FD0197.Superseded values are not recommended for survey control.
 FD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0197.See file dsdata.txt to determine how the superseded data were derived.
 FD0197
 FD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED694810(NAD 83)
 FD0197_MARKER: DB = BENCH MARK DISK
 FD0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0197_STAMPING: J 178 1949
 FD0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0197+STABILITY: SURFACE MOTION
 FD0197
 FD0197  HISTORY     - Date     Condition        Report By
 FD0197  HISTORY     - 1949     MONUMENTED       CGS
 FD0197
 FD0197                          STATION DESCRIPTION
 FD0197
 FD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0197'0.8 MI NE FROM BEANS CREEK.
 FD0197'0.75 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0197'RAILWAY FROM THE STATION AT BEANS CREEK, AT A ROAD CROSSING AND
 FD0197'OLD HOUSE SITE, 164 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 FD0197'CROSSING, ABOUT 160 FEET EAST OF POLE NO. 13/20, 72 1/2 FEET
 FD0197'WEST-SOUTHWEST OF A POWER POLE, 33 FEET SOUTH OF THE CENTER LINE
 FD0197'OF THE ROAD, 13 1/2 FEET SOUTHEAST OF A 6-INCH ELM TREE, 8 1/2
 FD0197'FEET EAST-SOUTHEAST OF A 12-INCH CEDAR TREE, 1 1/2 FEET EAST OF A
 FD0197'WHITE WOODEN WITNESS POST, ABOUT 7 FEET BELOW THE TRACK AND SET IN
 FD0197'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0175 ***********************************************************************
 FD0175  DESIGNATION -  J 179
 FD0175  PID         -  FD0175
 FD0175  STATE/COUNTY-  TN/LINCOLN
 FD0175  USGS QUAD   -  FLINTVILLE (1972)
 FD0175
 FD0175                         *CURRENT SURVEY CONTROL
 FD0175  ___________________________________________________________________
 FD0175* NAD 83(1986)-  35 06 06.     (N)    086 27 19.     (W)     SCALED    
 FD0175* NAVD 88     -       250.110  (meters)     820.57   (feet)  ADJUSTED  
 FD0175  ___________________________________________________________________
 FD0175  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD0175  DYNAMIC HT  -         249.872 (meters)     819.79  (feet)  COMP
 FD0175  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FD0175
 FD0175  VERT ORDER  -  FIRST     CLASS II
 FD0175
 FD0175.The horizontal coordinates were scaled from a topographic map and have
 FD0175.an estimated accuracy of +/- 6 seconds.
 FD0175
 FD0175.The orthometric height was determined by differential leveling
 FD0175.and adjusted by the National Geodetic Survey in June 1991..
 FD0175
 FD0175.The geoid height was determined by GEOID03.
 FD0175
 FD0175.The dynamic height is computed by dividing the NAVD 88
 FD0175.geopotential number by the normal gravity value computed on the
 FD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0175.degrees latitude (g = 980.6199 gals.).
 FD0175
 FD0175.The modeled gravity was interpolated from observed gravity values.
 FD0175
 FD0175;                    North         East    Units  Estimated Accuracy
 FD0175;SPC TN       -    85,340.      558,490.      MT  (+/- 180 meters Scaled)
 FD0175
 FD0175                          SUPERSEDED SURVEY CONTROL
 FD0175
 FD0175  NGVD 29 (??/??/92)  250.083  (m)          820.48   (f) ADJ UNCH    1 2
 FD0175
 FD0175.Superseded values are not recommended for survey control.
 FD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0175.See file dsdata.txt to determine how the superseded data were derived.
 FD0175
 FD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED496844(NAD 83)
 FD0175_MARKER: DB = BENCH MARK DISK
 FD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0175_STAMPING: J 179 1949
 FD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0175+STABILITY: SURFACE MOTION
 FD0175
 FD0175  HISTORY     - Date     Condition        Report By
 FD0175  HISTORY     - 1949     MONUMENTED       CGS
 FD0175  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0175
 FD0175                          STATION DESCRIPTION
 FD0175
 FD0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0175'1.8 MI SE FROM KELSO.
 FD0175'1.75 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0175'ST. LOUIS RAILWAY FROM THE STATION AT KELSO, AT A DIM ROAD
 FD0175'CROSSING, ABOUT 0.1 MILE NORTHWEST OF MILE POST 30, 29 1/2 FEET
 FD0175'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 30 1/2 FEET
 FD0175'EAST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE ROAD, 19
 FD0175'FEET NORTHEAST OF THE NORTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF
 FD0175'AN 8-INCH CEDAR TREE, 20 FEET SOUTHEAST OF A CROSSING SIGN POST,
 FD0175'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FD0175'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0175'PROJECTING 3 INCHES.
 FD0175
 FD0175                          STATION RECOVERY (2001)
 FD0175
 FD0175'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0222 ***********************************************************************
 GD0222  DESIGNATION -  J 18
 GD0222  PID         -  GD0222
 GD0222  STATE/COUNTY-  TN/HENRY
 GD0222  USGS QUAD   -  PARIS (1986)
 GD0222
 GD0222                         *CURRENT SURVEY CONTROL
 GD0222  ___________________________________________________________________
 GD0222* NAD 83(1986)-  36 18 13.     (N)    088 19 39.     (W)     SCALED    
 GD0222* NAVD 88     -       154.671  (meters)     507.45   (feet)  ADJUSTED  
 GD0222  ___________________________________________________________________
 GD0222  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0222  DYNAMIC HT  -         154.545 (meters)     507.04  (feet)  COMP
 GD0222  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GD0222
 GD0222  VERT ORDER  -  FIRST     CLASS II
 GD0222
 GD0222.The horizontal coordinates were scaled from a topographic map and have
 GD0222.an estimated accuracy of +/- 6 seconds.
 GD0222
 GD0222.The orthometric height was determined by differential leveling
 GD0222.and adjusted by the National Geodetic Survey in June 1991..
 GD0222
 GD0222.The geoid height was determined by GEOID03.
 GD0222
 GD0222.The dynamic height is computed by dividing the NAVD 88
 GD0222.geopotential number by the normal gravity value computed on the
 GD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0222.degrees latitude (g = 980.6199 gals.).
 GD0222
 GD0222.The modeled gravity was interpolated from observed gravity values.
 GD0222
 GD0222;                    North         East    Units  Estimated Accuracy
 GD0222;SPC TN       -   221,090.      390,980.      MT  (+/- 180 meters Scaled)
 GD0222
 GD0222                          SUPERSEDED SURVEY CONTROL
 GD0222
 GD0222  NGVD 29 (??/??/??)  154.712  (m)          507.58   (f) ADJUSTED    1 2
 GD0222
 GD0222.Superseded values are not recommended for survey control.
 GD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0222.See file dsdata.txt to determine how the superseded data were derived.
 GD0222
 GD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF808184(NAD 83)
 GD0222_MARKER: DB = BENCH MARK DISK
 GD0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0222_STAMPING: J 18 1934 507.811
 GD0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0222+STABILITY: SURFACE MOTION
 GD0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0222+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0222
 GD0222  HISTORY     - Date     Condition        Report By
 GD0222  HISTORY     - 1934     MONUMENTED       CGS
 GD0222  HISTORY     - 1968     GOOD             CGS
 GD0222  HISTORY     - 1971     GOOD             NGS
 GD0222  HISTORY     - 20040508 GOOD             USACE
 GD0222
 GD0222                          STATION DESCRIPTION
 GD0222
 GD0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0222'AT PARIS.
 GD0222'BEEN CHIPPED, THE MARK IS PLUMB AND COMPLETELY FIRM IN THE
 GD0222'GROUND, AND IS NOT THOUGHT TO HAVE BEEN DISTURBED.  THE MARK IS
 GD0222'IN THE NORTHWEST ANGLE OF THE T INTERSECTION OF WEST RUFF STREET
 GD0222'AND NORTH FENTRESS STREET, AND JUST NORTHWEST OF THE OLD NASHVILLE,
 GD0222'CHATTANOOGA AND ST. LOUIS RAILROAD STATION IN PARIS.  (THIS
 GD0222'RAILROAD IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 94
 GD0222'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLD RAILROAD
 GD0222'STATION, 32.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 GD0222'30 FEET NORTH OF THE APPROXIMATE CENTER OF WEST RUFF STREET,
 GD0222'0.8 OF A FOOT NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 GD0222'AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GD0222'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0222'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED J 18
 GD0222'1934 507.811.  NOTE-- POST AND SIGN AT MONUMENT.
 GD0222
 GD0222                          STATION RECOVERY (1971)
 GD0222
 GD0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0222'RECOVERED IN GOOD CONDITION.
 GD0222
 GD0222                          STATION RECOVERY (2004)
 GD0222
 GD0222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0317 ***********************************************************************
 FD0317  DESIGNATION -  J 180
 FD0317  PID         -  FD0317
 FD0317  STATE/COUNTY-  TN/MARSHALL
 FD0317  USGS QUAD   -  PETERSBURG (1980)
 FD0317
 FD0317                         *CURRENT SURVEY CONTROL
 FD0317  ___________________________________________________________________
 FD0317* NAD 83(1986)-  35 20 07.     (N)    086 39 56.     (W)     SCALED    
 FD0317* NAVD 88     -       235.787  (meters)     773.58   (feet)  ADJUSTED  
 FD0317  ___________________________________________________________________
 FD0317  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0317  DYNAMIC HT  -         235.571 (meters)     772.87  (feet)  COMP
 FD0317  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FD0317
 FD0317  VERT ORDER  -  FIRST     CLASS II
 FD0317
 FD0317.The horizontal coordinates were scaled from a topographic map and have
 FD0317.an estimated accuracy of +/- 6 seconds.
 FD0317
 FD0317.The orthometric height was determined by differential leveling
 FD0317.and adjusted by the National Geodetic Survey in June 1991..
 FD0317
 FD0317.The geoid height was determined by GEOID03.
 FD0317
 FD0317.The dynamic height is computed by dividing the NAVD 88
 FD0317.geopotential number by the normal gravity value computed on the
 FD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0317.degrees latitude (g = 980.6199 gals.).
 FD0317
 FD0317.The modeled gravity was interpolated from observed gravity values.
 FD0317
 FD0317;                    North         East    Units  Estimated Accuracy
 FD0317;SPC TN       -   111,370.      539,490.      MT  (+/- 180 meters Scaled)
 FD0317
 FD0317                          SUPERSEDED SURVEY CONTROL
 FD0317
 FD0317  NGVD 29 (??/??/92)  235.763  (m)          773.50   (f) ADJ UNCH    1 2
 FD0317
 FD0317.Superseded values are not recommended for survey control.
 FD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0317.See file dsdata.txt to determine how the superseded data were derived.
 FD0317
 FD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE303102(NAD 83)
 FD0317_MARKER: DB = BENCH MARK DISK
 FD0317_SETTING: 66 = SET IN ROCK OUTCROP
 FD0317_SP_SET: SET IN ROCK OUTCROP
 FD0317_STAMPING: J 180 1949
 FD0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0317+STABILITY: POSITION/ELEVATION WELL
 FD0317
 FD0317  HISTORY     - Date     Condition        Report By
 FD0317  HISTORY     - 1949     MONUMENTED       CGS
 FD0317
 FD0317                          STATION DESCRIPTION
 FD0317
 FD0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0317'2.2 MI NW FROM PETERSBURG.
 FD0317'2.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0317'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.1 MILE
 FD0317'SOUTHEAST OF A KRAFT FOOD PLANT, ABOUT 300 FEET NORTH AND ACROSS
 FD0317'STATE HIGHWAY 50 FROM CANE CREEK CHURCH, 88 1/2 FEET NORTHEAST
 FD0317'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A CONCRETE
 FD0317'BLOCK BUILDING, 64 1/2 FEET EAST OF THE NORTHEAST END OF A
 FD0317'4-FOOT CONCRETE BRIDGE UNDER HIGHWAY, 47 FEET NORTHEAST OF THE
 FD0317'CENTER LINE OF THE HIGHWAY, 15.4 FEET SOUTHWEST OF THE SOUTHWEST
 FD0317'RAIL OF THE TRACK, 11 1/2 FEET WEST-NORTHWEST OF POLE NO. 54/9,
 FD0317'ABOUT 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF AN OUTCROP
 FD0317'OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1389 ***********************************************************************
 GC1389  DESIGNATION -  J 182
 GC1389  PID         -  GC1389
 GC1389  STATE/COUNTY-  TN/MONTGOMERY
 GC1389  USGS QUAD   -  EXCELL (1983)
 GC1389
 GC1389                         *CURRENT SURVEY CONTROL
 GC1389  ___________________________________________________________________
 GC1389* NAD 83(1986)-  36 27 46.     (N)    087 18 01.     (W)     SCALED    
 GC1389* NAVD 88     -       121.960  (meters)     400.13   (feet)  ADJUSTED  
 GC1389  ___________________________________________________________________
 GC1389  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1389  DYNAMIC HT  -         121.858 (meters)     399.80  (feet)  COMP
 GC1389  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GC1389
 GC1389  VERT ORDER  -  FIRST     CLASS II
 GC1389
 GC1389.The horizontal coordinates were scaled from a topographic map and have
 GC1389.an estimated accuracy of +/- 6 seconds.
 GC1389
 GC1389.The orthometric height was determined by differential leveling
 GC1389.and adjusted by the National Geodetic Survey in June 1991..
 GC1389
 GC1389.The geoid height was determined by GEOID03.
 GC1389
 GC1389.The dynamic height is computed by dividing the NAVD 88
 GC1389.geopotential number by the normal gravity value computed on the
 GC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1389.degrees latitude (g = 980.6199 gals.).
 GC1389
 GC1389.The modeled gravity was interpolated from observed gravity values.
 GC1389
 GC1389;                    North         East    Units  Estimated Accuracy
 GC1389;SPC TN       -   237,040.      483,450.      MT  (+/- 180 meters Scaled)
 GC1389
 GC1389                          SUPERSEDED SURVEY CONTROL
 GC1389
 GC1389  NGVD 29 (??/??/92)  122.022  (m)          400.33   (f) ADJ UNCH    1 2
 GC1389
 GC1389.Superseded values are not recommended for survey control.
 GC1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1389.See file dsdata.txt to determine how the superseded data were derived.
 GC1389
 GC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF730353(NAD 83)
 GC1389_MARKER: DB = BENCH MARK DISK
 GC1389_SETTING: 66 = SET IN ROCK OUTCROP
 GC1389_SP_SET: ROCK CUT
 GC1389_STAMPING: J 182 1949
 GC1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1389+STABILITY: POSITION/ELEVATION WELL
 GC1389
 GC1389  HISTORY     - Date     Condition        Report By
 GC1389  HISTORY     - 1949     MONUMENTED       CGS
 GC1389  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1389
 GC1389                          STATION DESCRIPTION
 GC1389
 GC1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1389'7 MI SE FROM CLARKSVILLE.
 GC1389'6.95 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1389'STATION AT CLARKSVILLE, ABOUT 110 YARDS NORTH OF MILE POST H
 GC1389'49, 103.5 FEET NORTH OF THE NORTHEAST CORNER OF TRESTLE NO.
 GC1389'H 49-03, SET IN THE TOP OF THE WEST EDGE OF A LAYER OF ROCK
 GC1389'PROJECTING OUT OF BOTTOM OF A CUT, 9.2 FEET EAST OF THE EAST
 GC1389'RAIL, 0.3 FOOT EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT LEVEL
 GC1389'WITH THE TRACK.
 GC1389
 GC1389                          STATION RECOVERY (1984)
 GC1389
 GC1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1389'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0847 ***********************************************************************
 EE0847  DESIGNATION -  J 183
 EE0847  PID         -  EE0847
 EE0847  STATE/COUNTY-  TN/MARION
 EE0847  USGS QUAD   -  BRIDGEPORT (1983)
 EE0847
 EE0847                         *CURRENT SURVEY CONTROL
 EE0847  ___________________________________________________________________
 EE0847* NAD 83(1986)-  34 59 09.     (N)    085 39 21.     (W)     SCALED    
 EE0847* NAVD 88     -       205.541  (meters)     674.35   (feet)  ADJUSTED  
 EE0847  ___________________________________________________________________
 EE0847  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE0847  DYNAMIC HT  -         205.339 (meters)     673.68  (feet)  COMP
 EE0847  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EE0847
 EE0847  VERT ORDER  -  FIRST     CLASS II
 EE0847
 EE0847.The horizontal coordinates were scaled from a topographic map and have
 EE0847.an estimated accuracy of +/- 6 seconds.
 EE0847
 EE0847.The orthometric height was determined by differential leveling
 EE0847.and adjusted by the National Geodetic Survey in June 1991..
 EE0847
 EE0847.The geoid height was determined by GEOID03.
 EE0847
 EE0847.The dynamic height is computed by dividing the NAVD 88
 EE0847.geopotential number by the normal gravity value computed on the
 EE0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0847.degrees latitude (g = 980.6199 gals.).
 EE0847
 EE0847.The modeled gravity was interpolated from observed gravity values.
 EE0847
 EE0847;                    North         East    Units  Estimated Accuracy
 EE0847;SPC TN       -    72,450.      631,430.      MT  (+/- 180 meters Scaled)
 EE0847
 EE0847                          SUPERSEDED SURVEY CONTROL
 EE0847
 EE0847  NGVD 29 (??/??/92)  205.536  (m)          674.33   (f) ADJ UNCH    1 2
 EE0847
 EE0847.Superseded values are not recommended for survey control.
 EE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0847.See file dsdata.txt to determine how the superseded data were derived.
 EE0847
 EE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD226722(NAD 83)
 EE0847_MARKER: DB = BENCH MARK DISK
 EE0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0847_SP_SET: CULVERT
 EE0847_STAMPING: J 183 1950
 EE0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0847
 EE0847  HISTORY     - Date     Condition        Report By
 EE0847  HISTORY     - 1950     MONUMENTED       CGS
 EE0847  HISTORY     - 1963     GOOD             NGS
 EE0847  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0847
 EE0847                          STATION DESCRIPTION
 EE0847
 EE0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0847'1.3 MI NE FROM LONG ISLAND.
 EE0847'ABOUT 1.3 MILES NE ALONG THE SOUTHERN AND THE LOUISVILLE AND
 EE0847'NASHVILLE RAILROADS FROM THE STATION AT LONG ISLAND, ABOUT 1.2
 EE0847'MILES SW ALONG SAME FROM MOORES CROSSING, ABOUT 30 OR 35 YARDS
 EE0847'NE OF ALABAMA-TENNESSEE BOUNDARY LINE MARKER OR SIGN, ABOUT 210
 EE0847'YARDS SW OF A PRIVATE ROAD CROSSING WHICH IS ON APPROXIMATE
 EE0847'CREST OF THE RAILROAD GRADES, 23.5 FEET SE OF SE RAIL OF MAIN
 EE0847'LINE DOUBLE TRACKS, 11-1/2 FEET LOWER THAN TOP OF SAME, IN TOP
 EE0847'OF BOTTOM STEP OF STRAIGHT SIDES-EXTENDED WINGWALL OF 3- BY
 EE0847'3-FOOT ROCK MASONRY BOX CULVERT UNDER RAILROAD, 2.0 FEET ABOVE
 EE0847'THE BOTTOM OF THE CULVERT, 0.6 FOOT WSW OF THE E CORNER OF THE
 EE0847'WINGWALL, AND SET IN A DRILL HOLE IN THE ROCK.
 EE0847
 EE0847                          STATION RECOVERY (1983)
 EE0847
 EE0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0847'NOT RECOVERED, NOT SEARCHED FOR, TOO FAR OFF LINE, SURVEY LINE
 EE0847'REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1105 ***********************************************************************
 FC1105  DESIGNATION -  J 184
 FC1105  PID         -  FC1105
 FC1105  STATE/COUNTY-  TN/HAMILTON
 FC1105  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1105
 FC1105                         *CURRENT SURVEY CONTROL
 FC1105  ___________________________________________________________________
 FC1105* NAD 83(1986)-  35 07 12.     (N)    085 14 02.     (W)     SCALED    
 FC1105* NAVD 88     -       206.192  (meters)     676.48   (feet)  ADJUSTED  
 FC1105  ___________________________________________________________________
 FC1105  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC1105  DYNAMIC HT  -         205.988 (meters)     675.81  (feet)  COMP
 FC1105  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 FC1105
 FC1105  VERT ORDER  -  FIRST     CLASS II
 FC1105
 FC1105.The horizontal coordinates were scaled from a topographic map and have
 FC1105.an estimated accuracy of +/- 6 seconds.
 FC1105
 FC1105.The orthometric height was determined by differential leveling
 FC1105.and adjusted by the National Geodetic Survey in June 1991..
 FC1105
 FC1105.The geoid height was determined by GEOID03.
 FC1105
 FC1105.The dynamic height is computed by dividing the NAVD 88
 FC1105.geopotential number by the normal gravity value computed on the
 FC1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1105.degrees latitude (g = 980.6199 gals.).
 FC1105
 FC1105.The modeled gravity was interpolated from observed gravity values.
 FC1105
 FC1105;                    North         East    Units  Estimated Accuracy
 FC1105;SPC TN       -    87,560.      669,840.      MT  (+/- 180 meters Scaled)
 FC1105
 FC1105                          SUPERSEDED SURVEY CONTROL
 FC1105
 FC1105  NGVD 29 (??/??/92)  206.234  (m)          676.62   (f) ADJ UNCH    1 2
 FC1105
 FC1105.Superseded values are not recommended for survey control.
 FC1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1105.See file dsdata.txt to determine how the superseded data were derived.
 FC1105
 FC1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609877(NAD 83)
 FC1105_MARKER: DB = BENCH MARK DISK
 FC1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1105_STAMPING: J 184 1950
 FC1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1105+STABILITY: SURFACE MOTION
 FC1105
 FC1105  HISTORY     - Date     Condition        Report By
 FC1105  HISTORY     - 1950     MONUMENTED       CGS
 FC1105  HISTORY     - 1972     GOOD             TVA
 FC1105
 FC1105                          STATION DESCRIPTION
 FC1105
 FC1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1105'1.6 MI S FROM HIXON.
 FC1105'ABOUT 1.65 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1105'STATION AT HIXON, ABOUT 0.3 MILE SOUTH OF A BLACK TOP ROAD
 FC1105'CROSSING, ABOUT 0.9 MILE NORTH OF THE NORTH END OF THE BRIDGE OVER
 FC1105'THE TENNESSEE RIVER, AT A FENCE CORNER, 483 FEET NORTH OF
 FC1105'SEMAPHORE NO. 330.4, 329 FEET SOUTH-SOUTHEAST AND ACROSS THE
 FC1105'TRACK FROM A YARD LIMIT SIGN POST, 46 1/2 FEET EAST OF THE EAST
 FC1105'RAIL, 55 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 1 FOOT WEST
 FC1105'OF THE FENCE CORNER, 1 1/2 FEET NORTH OF A T.V.A. STEEL WITNESS
 FC1105'POST, 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1105'POST PROJECTING 4 INCHES.
 FC1105
 FC1105                          STATION RECOVERY (1972)
 FC1105
 FC1105'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0479 ***********************************************************************
 FD0479  DESIGNATION -  J 185
 FD0479  PID         -  FD0479
 FD0479  STATE/COUNTY-  TN/MAURY
 FD0479  USGS QUAD   -  GLENDALE (1981)
 FD0479
 FD0479                         *CURRENT SURVEY CONTROL
 FD0479  ___________________________________________________________________
 FD0479* NAD 83(1986)-  35 30 40.     (N)    086 53 20.     (W)     SCALED    
 FD0479* NAVD 88     -       224.507  (meters)     736.57   (feet)  ADJUSTED  
 FD0479  ___________________________________________________________________
 FD0479  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0479  DYNAMIC HT  -         224.307 (meters)     735.91  (feet)  COMP
 FD0479  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 FD0479
 FD0479  VERT ORDER  -  FIRST     CLASS II
 FD0479
 FD0479.The horizontal coordinates were scaled from a topographic map and have
 FD0479.an estimated accuracy of +/- 6 seconds.
 FD0479
 FD0479.The orthometric height was determined by differential leveling
 FD0479.and adjusted by the National Geodetic Survey in June 1991..
 FD0479
 FD0479.The geoid height was determined by GEOID03.
 FD0479
 FD0479.The dynamic height is computed by dividing the NAVD 88
 FD0479.geopotential number by the normal gravity value computed on the
 FD0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0479.degrees latitude (g = 980.6199 gals.).
 FD0479
 FD0479.The modeled gravity was interpolated from observed gravity values.
 FD0479
 FD0479;                    North         East    Units  Estimated Accuracy
 FD0479;SPC TN       -   131,040.      519,370.      MT  (+/- 180 meters Scaled)
 FD0479
 FD0479                          SUPERSEDED SURVEY CONTROL
 FD0479
 FD0479  NGVD 29 (??/??/92)  224.493  (m)          736.52   (f) ADJ UNCH    1 2
 FD0479
 FD0479.Superseded values are not recommended for survey control.
 FD0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0479.See file dsdata.txt to determine how the superseded data were derived.
 FD0479
 FD0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE100297(NAD 83)
 FD0479_MARKER: DB = BENCH MARK DISK
 FD0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0479_STAMPING: J 185 1949
 FD0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0479+STABILITY: SURFACE MOTION
 FD0479
 FD0479  HISTORY     - Date     Condition        Report By
 FD0479  HISTORY     - 1949     MONUMENTED       CGS
 FD0479  HISTORY     - 1960     GOOD             NGS
 FD0479
 FD0479                          STATION DESCRIPTION
 FD0479
 FD0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0479'AT BRYANT.
 FD0479'AT BRYANT, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 50 FROM
 FD0479'BRYANT STATION SCHOOL, AT THE METHODIST CHURCH AND CEMETERY,
 FD0479'57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 1/2
 FD0479'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE SOUTHWEST TO
 FD0479'A HOUSE, 34 1/2 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE
 FD0479'STEPS AT NORTH CORNER OF CHURCH, 17 FEET SOUTHEAST OF A FENCE
 FD0479'CORNER, 9 FEET NORTHWEST OF THE CENTER OF A GATE THROUGH FENCE
 FD0479'TO CHURCH, 12 FEET EAST-NORTHEAST OF A 14-INCH MAPLE TREE, 1
 FD0479'FOOT NORTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 FD0479'WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE HIGHWAY AND SET IN
 FD0479'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0479
 FD0479                          STATION RECOVERY (1960)
 FD0479
 FD0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FD0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0044 ***********************************************************************
 FD0044  DESIGNATION -  J 186
 FD0044  PID         -  FD0044
 FD0044  STATE/COUNTY-  TN/RUTHERFORD
 FD0044  USGS QUAD   -  WALTERHILL (1998)
 FD0044
 FD0044                         *CURRENT SURVEY CONTROL
 FD0044  ___________________________________________________________________
 FD0044* NAD 83(1986)-  35 56 29.     (N)    086 29 01.     (W)     SCALED    
 FD0044* NAVD 88     -       178.020  (meters)     584.05   (feet)  ADJUSTED  
 FD0044  ___________________________________________________________________
 FD0044  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0044  DYNAMIC HT  -         177.867 (meters)     583.55  (feet)  COMP
 FD0044  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 FD0044
 FD0044  VERT ORDER  -  FIRST     CLASS II
 FD0044
 FD0044.The horizontal coordinates were scaled from a topographic map and have
 FD0044.an estimated accuracy of +/- 6 seconds.
 FD0044
 FD0044.The orthometric height was determined by differential leveling
 FD0044.and adjusted by the National Geodetic Survey in June 1991..
 FD0044
 FD0044.The geoid height was determined by GEOID03.
 FD0044
 FD0044.The dynamic height is computed by dividing the NAVD 88
 FD0044.geopotential number by the normal gravity value computed on the
 FD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0044.degrees latitude (g = 980.6199 gals.).
 FD0044
 FD0044.The modeled gravity was interpolated from observed gravity values.
 FD0044
 FD0044;                    North         East    Units  Estimated Accuracy
 FD0044;SPC TN       -   178,520.      556,370.      MT  (+/- 180 meters Scaled)
 FD0044
 FD0044                          SUPERSEDED SURVEY CONTROL
 FD0044
 FD0044  NGVD 29 (??/??/92)  178.036  (m)          584.11   (f) ADJ UNCH    1 2
 FD0044
 FD0044.Superseded values are not recommended for survey control.
 FD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0044.See file dsdata.txt to determine how the superseded data were derived.
 FD0044
 FD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE465775(NAD 83)
 FD0044_MARKER: DB = BENCH MARK DISK
 FD0044_SETTING: 66 = SET IN ROCK OUTCROP
 FD0044_SP_SET: ROCK OUTCROP
 FD0044_STAMPING: J 186 1949
 FD0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0044+STABILITY: POSITION/ELEVATION WELL
 FD0044
 FD0044  HISTORY     - Date     Condition        Report By
 FD0044  HISTORY     - 1949     MONUMENTED       CGS
 FD0044  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0044
 FD0044                          STATION DESCRIPTION
 FD0044
 FD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0044'3.4 MI SE FROM SMYRNA.
 FD0044'3.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0044'LOUIS RAILWAY FROM THE STATION AT SMYRNA, ON A GRADE DECENDING
 FD0044'SOUTHEAST, SET IN THE TOP OF AN OUTCROP OF ROCK, 60.3 FEET
 FD0044'SOUTH AND ACROSS THE TRACK FROM POLE NO. 23/21, 47.3 FEET
 FD0044'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 23 FEET SOUTHWEST OF THE
 FD0044'SOUTHWEST RAIL, 11 FEET NORTHEAST OF A FENCE LINE, AND 4 FEET ABOVE
 FD0044'THE TRACK.
 FD0044
 FD0044                          STATION RECOVERY (2001)
 FD0044
 FD0044'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0723 ***********************************************************************
 GC0723  DESIGNATION -  J 187
 GC0723  PID         -  GC0723
 GC0723  STATE/COUNTY-  TN/DAVIDSON
 GC0723  USGS QUAD   -  ANTIOCH (1983)
 GC0723
 GC0723                         *CURRENT SURVEY CONTROL
 GC0723  ___________________________________________________________________
 GC0723* NAD 83(1986)-  36 05 48.     (N)    086 42 03.     (W)     SCALED    
 GC0723* NAVD 88     -       144.695  (meters)     474.72   (feet)  ADJUSTED  
 GC0723  ___________________________________________________________________
 GC0723  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0723  DYNAMIC HT  -         144.570 (meters)     474.31  (feet)  COMP
 GC0723  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0723
 GC0723  VERT ORDER  -  FIRST     CLASS II
 GC0723
 GC0723.The horizontal coordinates were scaled from a topographic map and have
 GC0723.an estimated accuracy of +/- 6 seconds.
 GC0723
 GC0723.The orthometric height was determined by differential leveling
 GC0723.and adjusted by the National Geodetic Survey in June 1991..
 GC0723
 GC0723.The geoid height was determined by GEOID03.
 GC0723
 GC0723.The dynamic height is computed by dividing the NAVD 88
 GC0723.geopotential number by the normal gravity value computed on the
 GC0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0723.degrees latitude (g = 980.6199 gals.).
 GC0723
 GC0723.The modeled gravity was interpolated from observed gravity values.
 GC0723
 GC0723;                    North         East    Units  Estimated Accuracy
 GC0723;SPC TN       -   195,870.      536,890.      MT  (+/- 180 meters Scaled)
 GC0723
 GC0723                          SUPERSEDED SURVEY CONTROL
 GC0723
 GC0723  NGVD 29 (??/??/92)  144.718  (m)          474.80   (f) ADJ UNCH    1 2
 GC0723
 GC0723.Superseded values are not recommended for survey control.
 GC0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0723.See file dsdata.txt to determine how the superseded data were derived.
 GC0723
 GC0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE269947(NAD 83)
 GC0723_MARKER: DB = BENCH MARK DISK
 GC0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0723_SP_SET: CULVERT
 GC0723_STAMPING: J 187 1949
 GC0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0723
 GC0723  HISTORY     - Date     Condition        Report By
 GC0723  HISTORY     - 1949     MONUMENTED       CGS
 GC0723
 GC0723                          STATION DESCRIPTION
 GC0723
 GC0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0723'3.2 MI NW FROM ANTIOCH.
 GC0723'ABOUT 3.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC0723'ST. LOUIS RAILWAY FROM THE STATION AT ANTIOCH, SET IN THE TOP OF THE
 GC0723'SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 12-FOOT CONCRETE
 GC0723'CULVERT UNDER RAILROAD, AT POLE NO. 6/25, ABOUT 16 FEET NORTHEAST
 GC0723'OF THE NORTHEAST RAIL AND ABOUT 6 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0724 ***********************************************************************
 GC0724  DESIGNATION -  J 187 RESET
 GC0724  PID         -  GC0724
 GC0724  STATE/COUNTY-  TN/DAVIDSON
 GC0724  USGS QUAD   -  ANTIOCH (1983)
 GC0724
 GC0724                         *CURRENT SURVEY CONTROL
 GC0724  ___________________________________________________________________
 GC0724* NAD 83(1986)-  36 05 49.     (N)    086 42 03.     (W)     SCALED    
 GC0724* NAVD 88     -       145.372  (meters)     476.94   (feet)  ADJUSTED  
 GC0724  ___________________________________________________________________
 GC0724  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0724  DYNAMIC HT  -         145.247 (meters)     476.53  (feet)  COMP
 GC0724  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GC0724
 GC0724  VERT ORDER  -  SECOND    CLASS 0
 GC0724
 GC0724.The horizontal coordinates were scaled from a topographic map and have
 GC0724.an estimated accuracy of +/- 6 seconds.
 GC0724
 GC0724.The orthometric height was determined by differential leveling
 GC0724.and adjusted by the National Geodetic Survey in June 1991..
 GC0724
 GC0724.The geoid height was determined by GEOID03.
 GC0724
 GC0724.The dynamic height is computed by dividing the NAVD 88
 GC0724.geopotential number by the normal gravity value computed on the
 GC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0724.degrees latitude (g = 980.6199 gals.).
 GC0724
 GC0724.The modeled gravity was interpolated from observed gravity values.
 GC0724
 GC0724;                    North         East    Units  Estimated Accuracy
 GC0724;SPC TN       -   195,900.      536,890.      MT  (+/- 180 meters Scaled)
 GC0724
 GC0724                          SUPERSEDED SURVEY CONTROL
 GC0724
 GC0724  NGVD 29 (??/??/92)  145.397  (m)          477.02   (f) ADJ UNCH    2 0
 GC0724
 GC0724.Superseded values are not recommended for survey control.
 GC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0724.See file dsdata.txt to determine how the superseded data were derived.
 GC0724
 GC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE269947(NAD 83)
 GC0724_MARKER: DB = BENCH MARK DISK
 GC0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0724_SP_SET: CULVERT
 GC0724_STAMPING: J 187 1949 RESET 1960
 GC0724_MARK LOGO: CGS   
 GC0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0724
 GC0724  HISTORY     - Date     Condition        Report By
 GC0724  HISTORY     - 1960     MONUMENTED       CGS
 GC0724
 GC0724                          STATION DESCRIPTION
 GC0724
 GC0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0724'4.2 MI NW FROM ANTIOCH.
 GC0724'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0724'FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST ON INTERSTATE HIGHWAY 24,
 GC0724'THEN 0.6 MILE NORTH ON A GRAVELED ROAD, THEN 0.35 MILES NORTHWEST
 GC0724'ON ANTIOCH PIKE TO THE MILL CREEK CHURCH, THEN GO 0.1 MILE NORTH
 GC0724'ACROSS A FIELD TO A CONCRETE CULVERT UNDER THE NASHVILLE, CHATTANOOGA
 GC0724'AND ST. LOUIS RAILWAY.  THE BENCH MARK DISK IS CEMENTED IN A DRILL
 GC0724'HOLE IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF
 GC0724'A 12-FOOT CONCRETE CULVERT, AT POLE NO. 6/25, ABOUT 16 FT. NORTHEAST
 GC0724'OF THE NORTHEAST RAIL AND ABOUT 3 FT. BELOW THE TRACK.  NOTE-- AN
 GC0724'ADDITIONAL 3 FT. OF CONCRETE WAS ADDED TO THE HEADWALL OF THE
 GC0724'CULVERT.  THE BENCH MARK WAS RESET BY THE RAILROAD AT THAT TIME.
 GC0724'THIS PARTY STAMPED RESET 1960 ON THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0380 ***********************************************************************
 GC0380  DESIGNATION -  J 188
 GC0380  PID         -  GC0380
 GC0380  STATE/COUNTY-  TN/DAVIDSON
 GC0380  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0380
 GC0380                         *CURRENT SURVEY CONTROL
 GC0380  ___________________________________________________________________
 GC0380* NAD 83(1986)-  36 11 29.     (N)    086 50 54.     (W)     SCALED    
 GC0380* NAVD 88     -       135.109  (meters)     443.27   (feet)  ADJUSTED  
 GC0380  ___________________________________________________________________
 GC0380  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0380  DYNAMIC HT  -         134.992 (meters)     442.89  (feet)  COMP
 GC0380  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0380
 GC0380  VERT ORDER  -  FIRST     CLASS II
 GC0380
 GC0380.The horizontal coordinates were scaled from a topographic map and have
 GC0380.an estimated accuracy of +/- 6 seconds.
 GC0380
 GC0380.The orthometric height was determined by differential leveling
 GC0380.and adjusted by the National Geodetic Survey in June 1991..
 GC0380
 GC0380.The geoid height was determined by GEOID03.
 GC0380
 GC0380.The dynamic height is computed by dividing the NAVD 88
 GC0380.geopotential number by the normal gravity value computed on the
 GC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0380.degrees latitude (g = 980.6199 gals.).
 GC0380
 GC0380.The modeled gravity was interpolated from observed gravity values.
 GC0380
 GC0380;                    North         East    Units  Estimated Accuracy
 GC0380;SPC TN       -   206,480.      523,700.      MT  (+/- 180 meters Scaled)
 GC0380
 GC0380                          SUPERSEDED SURVEY CONTROL
 GC0380
 GC0380  NGVD 29 (??/??/92)  135.137  (m)          443.36   (f) ADJ UNCH    1 2
 GC0380
 GC0380.Superseded values are not recommended for survey control.
 GC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0380.See file dsdata.txt to determine how the superseded data were derived.
 GC0380
 GC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF136051(NAD 83)
 GC0380_MARKER: DB = BENCH MARK DISK
 GC0380_SETTING: 66 = SET IN ROCK OUTCROP
 GC0380_SP_SET: ROCK OUTCROP
 GC0380_STAMPING: J 188 1949
 GC0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0380+STABILITY: POSITION/ELEVATION WELL
 GC0380
 GC0380  HISTORY     - Date     Condition        Report By
 GC0380  HISTORY     - 1949     MONUMENTED       CGS
 GC0380  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0380
 GC0380                          STATION DESCRIPTION
 GC0380
 GC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0380'2.8 MI W FROM NASHVILLE.
 GC0380'2.8 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE OVERPASS
 GC0380'OVER JEFFERSON STREET AT NASHVILLE, ABOUT 1.1 MILES NORTHWEST OF
 GC0380'THE NORTHWEST END OF THE BRIDGE OVER CUMBERLAND RIVER, AT A ROAD
 GC0380'CROSSING, SET IN THE TOP OF A FLAT ROCK OUTCROP ABOUT 30 BY 9 FEET,
 GC0380'68 FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 64 FEET EAST
 GC0380'OF THE EAST RAIL, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GC0380'26 1/2 FEET SOUTH OF A LONE 24-INCH HACKBERRY TREE, 7 1/2 FEET
 GC0380'NORTH OF A FENCE LINE AND ABOUT 2 FEET ABOVE THE TRACK.
 GC0380
 GC0380                          STATION RECOVERY (1984)
 GC0380
 GC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0380'SEARCHED FOR BUT NOT RECOVERED.  THE ROCK HAS BEEN COVERED WITH SOD
 GC0380'AND IS POSSIBLE THIS MARK COULD BE FOUND BY USING A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1922 ***********************************************************************
 FB1922  DESIGNATION -  J 189
 FB1922  PID         -  FB1922
 FB1922  STATE/COUNTY-  TN/KNOX
 FB1922  USGS QUAD   -  KNOXVILLE (1978)
 FB1922
 FB1922                         *CURRENT SURVEY CONTROL
 FB1922  ___________________________________________________________________
 FB1922* NAD 83(1986)-  35 59 02.     (N)    083 56 21.     (W)     SCALED    
 FB1922* NAVD 88     -       281.857  (meters)     924.73   (feet)  ADJUSTED  
 FB1922  ___________________________________________________________________
 FB1922  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1922  DYNAMIC HT  -         281.596 (meters)     923.87  (feet)  COMP
 FB1922  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FB1922
 FB1922  VERT ORDER  -  FIRST     CLASS I
 FB1922
 FB1922.The horizontal coordinates were scaled from a topographic map and have
 FB1922.an estimated accuracy of +/- 6 seconds.
 FB1922
 FB1922.The orthometric height was determined by differential leveling
 FB1922.and adjusted by the National Geodetic Survey in June 1991..
 FB1922
 FB1922.The geoid height was determined by GEOID03.
 FB1922
 FB1922.The dynamic height is computed by dividing the NAVD 88
 FB1922.geopotential number by the normal gravity value computed on the
 FB1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1922.degrees latitude (g = 980.6199 gals.).
 FB1922
 FB1922.The modeled gravity was interpolated from observed gravity values.
 FB1922
 FB1922;                    North         East    Units  Estimated Accuracy
 FB1922;SPC TN       -   185,080.      785,830.      MT  (+/- 180 meters Scaled)
 FB1922
 FB1922                          SUPERSEDED SURVEY CONTROL
 FB1922
 FB1922  NGVD 29 (??/??/92)  281.985  (m)          925.15   (f) ADJ UNCH    1 1
 FB1922
 FB1922.Superseded values are not recommended for survey control.
 FB1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1922.See file dsdata.txt to determine how the superseded data were derived.
 FB1922
 FB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV350861(NAD 83)
 FB1922_MARKER: DB = BENCH MARK DISK
 FB1922_SETTING: 66 = SET IN ROCK OUTCROP
 FB1922_SP_SET: ROCK LEDGE
 FB1922_STAMPING: T 189 1950
 FB1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1922+STABILITY: POSITION/ELEVATION WELL
 FB1922
 FB1922  HISTORY     - Date     Condition        Report By
 FB1922  HISTORY     - 1950     MONUMENTED       CGS
 FB1922  HISTORY     - 1967     GOOD             NGS
 FB1922  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1922
 FB1922                          STATION DESCRIPTION
 FB1922
 FB1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1922'AT KNOXVILLE.
 FB1922'AT KNOXVILLE, ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHERN
 FB1922'RAILWAY FROM THE STATION, ABOUT 0.2 MILE NORTHWEST OF THE
 FB1922'WOODLAND AVENUE OVERPASS OVER TRACKS, ABOUT 132 YARDS SOUTHEAST
 FB1922'OF THE SOUTHEAST ONE OF FOUR LARGE CULVERTS FOR SECOND CREEK,
 FB1922'175 FEET SOUTHEAST OF AN OVERHEAD POWER LINE CROSSING OVER THE
 FB1922'TRACKS, SET ON THE TOP OF A 1-FOOT WIDE ROCK LEDGE WHICH IS AT
 FB1922'THE BASE OF A ROCK OUTCROP, 19 FEET SOUTHWEST OF THE SOUTHWEST
 FB1922'RAIL OF THE SOUTHWEST ONE OF THREE TRACKS, 2 1/2 FEET ABOVE THE
 FB1922'LEVEL OF THE TRACK AND 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 FB1922
 FB1922                          STATION RECOVERY (1982)
 FB1922
 FB1922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0058 ***********************************************************************
 FE0058  DESIGNATION -  J 19
 FE0058  PID         -  FE0058
 FE0058  STATE/COUNTY-  TN/HENDERSON
 FE0058  USGS QUAD   -  YUMA (1986)
 FE0058
 FE0058                         *CURRENT SURVEY CONTROL
 FE0058  ___________________________________________________________________
 FE0058* NAD 83(1986)-  35 48 18.     (N)    088 20 42.     (W)     SCALED    
 FE0058* NAVD 88     -       137.633  (meters)     451.55   (feet)  ADJUSTED  
 FE0058  ___________________________________________________________________
 FE0058  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0058  DYNAMIC HT  -         137.513 (meters)     451.16  (feet)  COMP
 FE0058  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FE0058
 FE0058  VERT ORDER  -  FIRST     CLASS II
 FE0058
 FE0058.The horizontal coordinates were scaled from a topographic map and have
 FE0058.an estimated accuracy of +/- 6 seconds.
 FE0058
 FE0058.The orthometric height was determined by differential leveling
 FE0058.and adjusted by the National Geodetic Survey in June 1991..
 FE0058
 FE0058.The geoid height was determined by GEOID03.
 FE0058
 FE0058.The dynamic height is computed by dividing the NAVD 88
 FE0058.geopotential number by the normal gravity value computed on the
 FE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0058.degrees latitude (g = 980.6199 gals.).
 FE0058
 FE0058.The modeled gravity was interpolated from observed gravity values.
 FE0058
 FE0058;                    North         East    Units  Estimated Accuracy
 FE0058;SPC TN       -   165,820.      388,080.      MT  (+/- 180 meters Scaled)
 FE0058
 FE0058                          SUPERSEDED SURVEY CONTROL
 FE0058
 FE0058  NGVD 29 (??/??/??)  137.655  (m)          451.62   (f) ADJUSTED    1 2
 FE0058
 FE0058.Superseded values are not recommended for survey control.
 FE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0058.See file dsdata.txt to determine how the superseded data were derived.
 FE0058
 FE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE784631(NAD 83)
 FE0058_MARKER: DB = BENCH MARK DISK
 FE0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0058_SP_SET: BRIDGE ABUTMENT
 FE0058_STAMPING: J 19 1934
 FE0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0058
 FE0058  HISTORY     - Date     Condition        Report By
 FE0058  HISTORY     - 1934     MONUMENTED       CGS
 FE0058  HISTORY     - 1959     GOOD             CGS
 FE0058  HISTORY     - 1972     GOOD             TVA
 FE0058
 FE0058                          STATION DESCRIPTION
 FE0058
 FE0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0058'3 MI S FROM YUMA.
 FE0058'ABOUT 3.0 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0058'RAILROAD FROM THE STATION IN YUMA, 7 1/2 POLES SOUTH OF THE
 FE0058'MILEPOST 105, AT BRIDGE NO. 105.2, IN THE TOP OF THE EAST END OF
 FE0058'THE NORTH CONCRETE ABUTMENT, 24 INCHES FROM THE EAST EDGE OF
 FE0058'CONCRETE ABUTMENT, AND 10 INCHES NORTH OF THE SOUTH EDGE OF
 FE0058'ABUTMENT.  NOTE-- I-40, 0.3 MI N OF BRIDGE OVER BIG SANDY RIVER,
 FE0058'WHICH IS 2.5 MI W OF I-40 HWY 22 INTERCHANGE.
 FE0058
 FE0058                          STATION RECOVERY (1972)
 FE0058
 FE0058'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0493 ***********************************************************************
 GB0493  DESIGNATION -  J 190
 GB0493  PID         -  GB0493
 GB0493  STATE/COUNTY-  TN/ANDERSON
 GB0493  USGS QUAD   -  CLINTON (1990)
 GB0493
 GB0493                         *CURRENT SURVEY CONTROL
 GB0493  ___________________________________________________________________
 GB0493* NAD 83(1986)-  36 06 20.     (N)    084 07 54.     (W)     SCALED    
 GB0493* NAVD 88     -       257.818  (meters)     845.86   (feet)  ADJUSTED  
 GB0493  ___________________________________________________________________
 GB0493  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0493  DYNAMIC HT  -         257.584 (meters)     845.09  (feet)  COMP
 GB0493  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 GB0493
 GB0493  VERT ORDER  -  FIRST     CLASS I
 GB0493
 GB0493.The horizontal coordinates were scaled from a topographic map and have
 GB0493.an estimated accuracy of +/- 6 seconds.
 GB0493
 GB0493.The orthometric height was determined by differential leveling
 GB0493.and adjusted by the National Geodetic Survey in June 1991..
 GB0493
 GB0493.The geoid height was determined by GEOID03.
 GB0493
 GB0493.The dynamic height is computed by dividing the NAVD 88
 GB0493.geopotential number by the normal gravity value computed on the
 GB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0493.degrees latitude (g = 980.6199 gals.).
 GB0493
 GB0493.The modeled gravity was interpolated from observed gravity values.
 GB0493
 GB0493;                    North         East    Units  Estimated Accuracy
 GB0493;SPC TN       -   198,230.      768,210.      MT  (+/- 180 meters Scaled)
 GB0493
 GB0493                          SUPERSEDED SURVEY CONTROL
 GB0493
 GB0493  NGVD 29 (??/??/92)  257.954  (m)          846.30   (f) ADJ UNCH    1 1
 GB0493
 GB0493.Superseded values are not recommended for survey control.
 GB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0493.See file dsdata.txt to determine how the superseded data were derived.
 GB0493
 GB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE582994(NAD 83)
 GB0493_MARKER: DB = BENCH MARK DISK
 GB0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0493_SP_SET: ABUTMENT
 GB0493_STAMPING: J 190 1950
 GB0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0493
 GB0493  HISTORY     - Date     Condition        Report By
 GB0493  HISTORY     - 1950     MONUMENTED       CGS
 GB0493  HISTORY     - 1967     GOOD             NGS
 GB0493  HISTORY     - 1973     GOOD             TVA
 GB0493
 GB0493                          STATION DESCRIPTION
 GB0493
 GB0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0493'AT CLINTON.
 GB0493'AT CLINTON, ABOUT 0.2 MILE WEST ALONG THE SOUTHERN RAILWAY FROM
 GB0493'THE STATION, ABOUT 72 FEET WEST OF MILEPOST 21, SET ON THE
 GB0493'TOP OF THE NORTH END OF THE EAST ABUTMENT OF RAILWAY OVERPASS
 GB0493'OVER U.S. HIGHWAY 25W, 10.1 FEET NORTH OF THE NORTH RAIL AND
 GB0493'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GB0493
 GB0493                          STATION RECOVERY (1973)
 GB0493
 GB0493'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0855 ***********************************************************************
 GB0855  DESIGNATION -  J 191
 GB0855  PID         -  GB0855
 GB0855  STATE/COUNTY-  TN/MORGAN
 GB0855  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0855
 GB0855                         *CURRENT SURVEY CONTROL
 GB0855  ___________________________________________________________________
 GB0855* NAD 83(1986)-  36 03 06.     (N)    084 37 09.     (W)     SCALED    
 GB0855* NAVD 88     -       260.332  (meters)     854.11   (feet)  ADJUSTED  
 GB0855  ___________________________________________________________________
 GB0855  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0855  DYNAMIC HT  -         260.097 (meters)     853.33  (feet)  COMP
 GB0855  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 GB0855
 GB0855  VERT ORDER  -  FIRST     CLASS I
 GB0855
 GB0855.The horizontal coordinates were scaled from a topographic map and have
 GB0855.an estimated accuracy of +/- 6 seconds.
 GB0855
 GB0855.The orthometric height was determined by differential leveling
 GB0855.and adjusted by the National Geodetic Survey in June 1991..
 GB0855
 GB0855.The geoid height was determined by GEOID03.
 GB0855
 GB0855.The dynamic height is computed by dividing the NAVD 88
 GB0855.geopotential number by the normal gravity value computed on the
 GB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0855.degrees latitude (g = 980.6199 gals.).
 GB0855
 GB0855.The modeled gravity was interpolated from observed gravity values.
 GB0855
 GB0855;                    North         East    Units  Estimated Accuracy
 GB0855;SPC TN       -   191,530.      724,410.      MT  (+/- 180 meters Scaled)
 GB0855
 GB0855                          SUPERSEDED SURVEY CONTROL
 GB0855
 GB0855  NGVD 29 (??/??/92)  260.447  (m)          854.48   (f) ADJ UNCH    1 1
 GB0855
 GB0855.Superseded values are not recommended for survey control.
 GB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0855.See file dsdata.txt to determine how the superseded data were derived.
 GB0855
 GB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE144923(NAD 83)
 GB0855_MARKER: DB = BENCH MARK DISK
 GB0855_SETTING: 66 = SET IN ROCK OUTCROP
 GB0855_SP_SET: ROCK CUT
 GB0855_STAMPING: J 191 1950
 GB0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0855+STABILITY: POSITION/ELEVATION WELL
 GB0855
 GB0855  HISTORY     - Date     Condition        Report By
 GB0855  HISTORY     - 1950     MONUMENTED       CGS
 GB0855  HISTORY     - 1968     GOOD             NGS
 GB0855
 GB0855                          STATION DESCRIPTION
 GB0855
 GB0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0855'6 MI NW FROM OAKDALE.
 GB0855'ABOUT 6.05 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0855'STATION AT OAKDALE, 0.25 MILE SOUTHEAST OF MILEPOST 248, SET IN THE
 GB0855'TOP OF A LEDGE ON THE NORTHEAST ROCK WALL OF A CUT FOR THE RAILROAD,
 GB0855'31 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 235 FEET NORTHWEST
 GB0855'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT
 GB0855'UNDER THE TRACK, 1.0 FOOT BELOW A 9-INCH TRIANGLE WHICH IS INSCRIBED
 GB0855'IN THE NORTHEAST WALL OF THE CUT, 238.0 FEET NORTHWEST OF BENCH
 GB0855'MARK F 49 E, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1062 ***********************************************************************
 FC1062  DESIGNATION -  J 192
 FC1062  PID         -  FC1062
 FC1062  STATE/COUNTY-  TN/RHEA
 FC1062  USGS QUAD   -  GRAYSVILLE (1990)
 FC1062
 FC1062                         *CURRENT SURVEY CONTROL
 FC1062  ___________________________________________________________________
 FC1062* NAD 83(1986)-  35 29 32.     (N)    085 00 52.     (W)     SCALED    
 FC1062* NAVD 88     -       214.558  (meters)     703.93   (feet)  ADJUSTED  
 FC1062  ___________________________________________________________________
 FC1062  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1062  DYNAMIC HT  -         214.353 (meters)     703.26  (feet)  COMP
 FC1062  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FC1062
 FC1062  VERT ORDER  -  FIRST     CLASS II
 FC1062
 FC1062.The horizontal coordinates were scaled from a topographic map and have
 FC1062.an estimated accuracy of +/- 6 seconds.
 FC1062
 FC1062.The orthometric height was determined by differential leveling
 FC1062.and adjusted by the National Geodetic Survey in June 1991..
 FC1062
 FC1062.The geoid height was determined by GEOID03.
 FC1062
 FC1062.The dynamic height is computed by dividing the NAVD 88
 FC1062.geopotential number by the normal gravity value computed on the
 FC1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1062.degrees latitude (g = 980.6199 gals.).
 FC1062
 FC1062.The modeled gravity was interpolated from observed gravity values.
 FC1062
 FC1062;                    North         East    Units  Estimated Accuracy
 FC1062;SPC TN       -   129,030.      689,420.      MT  (+/- 180 meters Scaled)
 FC1062
 FC1062                          SUPERSEDED SURVEY CONTROL
 FC1062
 FC1062  NGVD 29 (??/??/92)  214.634  (m)          704.18   (f) ADJ UNCH    1 2
 FC1062
 FC1062.Superseded values are not recommended for survey control.
 FC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1062.See file dsdata.txt to determine how the superseded data were derived.
 FC1062
 FC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE801294(NAD 83)
 FC1062_MARKER: DB = BENCH MARK DISK
 FC1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1062_SP_SET: BRIDGE
 FC1062_STAMPING: J 192 1950
 FC1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1062
 FC1062  HISTORY     - Date     Condition        Report By
 FC1062  HISTORY     - 1950     MONUMENTED       CGS
 FC1062  HISTORY     - 1972     GOOD             TVA
 FC1062  HISTORY     - 1980     GOOD             LOCSUR
 FC1062
 FC1062                          STATION DESCRIPTION
 FC1062
 FC1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1062'AT DAYTON.
 FC1062'AT DAYTON, ABOUT 0.15 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC1062'FROM THE STATION, SET IN THE TOP OF THE SOUTHEAST END OF THE
 FC1062'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NO. 299.9 OVER RICHLAND
 FC1062'CREEK, 5.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK
 FC1062'AND ABOUT LEVEL WITH THE TRACK.
 FC1062
 FC1062                          STATION RECOVERY (1972)
 FC1062
 FC1062'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1062'RECOVERED IN GOOD CONDITION.
 FC1062
 FC1062                          STATION RECOVERY (1980)
 FC1062
 FC1062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FC1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0791 ***********************************************************************
 FC0791  DESIGNATION -  J 193
 FC0791  PID         -  FC0791
 FC0791  STATE/COUNTY-  TN/MONROE
 FC0791  USGS QUAD   -  NIOTA (1990)
 FC0791
 FC0791                         *CURRENT SURVEY CONTROL
 FC0791  ___________________________________________________________________
 FC0791* NAD 83(1986)-  35 35 57.     (N)    084 30 12.     (W)     SCALED    
 FC0791* NAVD 88     -       335.369  (meters)    1100.29   (feet)  ADJUSTED  
 FC0791  ___________________________________________________________________
 FC0791  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0791  DYNAMIC HT  -         335.044 (meters)    1099.22  (feet)  COMP
 FC0791  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 FC0791
 FC0791  VERT ORDER  -  FIRST     CLASS II
 FC0791
 FC0791.The horizontal coordinates were scaled from a topographic map and have
 FC0791.an estimated accuracy of +/- 6 seconds.
 FC0791
 FC0791.The orthometric height was determined by differential leveling
 FC0791.and adjusted by the National Geodetic Survey in June 1991..
 FC0791.WARNING-Repeat measurements at this control monument indicate possible
 FC0791.vertical movement.
 FC0791
 FC0791.The geoid height was determined by GEOID03.
 FC0791
 FC0791.The dynamic height is computed by dividing the NAVD 88
 FC0791.geopotential number by the normal gravity value computed on the
 FC0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0791.degrees latitude (g = 980.6199 gals.).
 FC0791
 FC0791.The modeled gravity was interpolated from observed gravity values.
 FC0791
 FC0791;                    North         East    Units  Estimated Accuracy
 FC0791;SPC TN       -   141,480.      735,610.      MT  (+/- 180 meters Scaled)
 FC0791
 FC0791                          SUPERSEDED SURVEY CONTROL
 FC0791
 FC0791  NGVD 29 (??/??/92)  335.449  (m)         1100.55   (f) ADJ UNCH    1 2
 FC0791
 FC0791.Superseded values are not recommended for survey control.
 FC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0791.See file dsdata.txt to determine how the superseded data were derived.
 FC0791
 FC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE261423(NAD 83)
 FC0791_MARKER: DB = BENCH MARK DISK
 FC0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0791_STAMPING: J 193 1950
 FC0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0791+STABILITY: SURFACE MOTION
 FC0791
 FC0791  HISTORY     - Date     Condition        Report By
 FC0791  HISTORY     - 1950     MONUMENTED       CGS
 FC0791  HISTORY     - 1961     GOOD             NGS
 FC0791
 FC0791                          STATION DESCRIPTION
 FC0791
 FC0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0791'2.4 MI W FROM SWEETWATER.
 FC0791'2.35 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0791'HIGHWAY 11 AT SWEETWATER, ABOUT 0.1 MILE SOUTHWEST OF THE TOP OF A
 FC0791'GRADE, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FC0791'22 FEET EAST OF THE CENTER LINE OF A WOODS TRAIL LEADING SOUTH
 FC0791'TO A TRASH PILE, 19 FEET SOUTHEAST OF A LOW FORKED 30-INCH OAK
 FC0791'TREE, 17 FEET SOUTHWEST OF A WIRE FENCE AND THE NORTHEAST EDGE
 FC0791'OF A WOODED AREA, 8 FEET WEST OF A TRIANGULAR BLAZED 20-INCH OAK
 FC0791'TREE, 2 FEET NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT 2 FEET
 FC0791'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0791'4 INCHES.
 FC0791
 FC0791                          STATION RECOVERY (1961)
 FC0791
 FC0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0658 ***********************************************************************
 FC0658  DESIGNATION -  J 194
 FC0658  PID         -  FC0658
 FC0658  STATE/COUNTY-  TN/ROANE
 FC0658  USGS QUAD   -  ROCKWOOD (1980)
 FC0658
 FC0658                         *CURRENT SURVEY CONTROL
 FC0658  ___________________________________________________________________
 FC0658* NAD 83(1986)-  35 50 45.     (N)    084 42 31.     (W)     SCALED    
 FC0658* NAVD 88     -       259.837  (meters)     852.48   (feet)  ADJUSTED  
 FC0658  ___________________________________________________________________
 FC0658  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0658  DYNAMIC HT  -         259.594 (meters)     851.68  (feet)  COMP
 FC0658  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FC0658
 FC0658  VERT ORDER  -  FIRST     CLASS II
 FC0658
 FC0658.The horizontal coordinates were scaled from a topographic map and have
 FC0658.an estimated accuracy of +/- 6 seconds.
 FC0658
 FC0658.The orthometric height was determined by differential leveling
 FC0658.and adjusted by the National Geodetic Survey in June 1991..
 FC0658
 FC0658.The geoid height was determined by GEOID03.
 FC0658
 FC0658.The dynamic height is computed by dividing the NAVD 88
 FC0658.geopotential number by the normal gravity value computed on the
 FC0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0658.degrees latitude (g = 980.6199 gals.).
 FC0658
 FC0658.The modeled gravity was interpolated from observed gravity values.
 FC0658
 FC0658;                    North         East    Units  Estimated Accuracy
 FC0658;SPC TN       -   168,580.      716,650.      MT  (+/- 180 meters Scaled)
 FC0658
 FC0658                          SUPERSEDED SURVEY CONTROL
 FC0658
 FC0658  NGVD 29 (??/??/92)  259.937  (m)          852.81   (f) ADJ UNCH    1 2
 FC0658
 FC0658.Superseded values are not recommended for survey control.
 FC0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0658.See file dsdata.txt to determine how the superseded data were derived.
 FC0658
 FC0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE069692(NAD 83)
 FC0658_MARKER: DB = BENCH MARK DISK
 FC0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0658_SP_SET: PIER (BRIDGE)
 FC0658_STAMPING: J 194 1950
 FC0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0658
 FC0658  HISTORY     - Date     Condition        Report By
 FC0658  HISTORY     - 1950     MONUMENTED       CGS
 FC0658  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0658
 FC0658                          STATION DESCRIPTION
 FC0658
 FC0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0658'1.9 MI SW FROM ROCKWOOD.
 FC0658'1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0658'AT ROCKWOOD, AT THE OVERPASS OF U.S. HIGHWAY 70 OVER THE TRACK,
 FC0658'SET VERTICALLY IN THE WEST FACE OF THE SECOND CONCRETE PIER
 FC0658'FROM THE SOUTH END OF ROW OF PIERS, 20.8 FEET EAST OF THE EAST
 FC0658'RAIL, ABOUT LEVEL WITH THE TRACK AND 2 FEET ABOVE THE GROUND.
 FC0658
 FC0658                          STATION RECOVERY (1972)
 FC0658
 FC0658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0126 ***********************************************************************
 FC0126  DESIGNATION -  J 195
 FC0126  PID         -  FC0126
 FC0126  STATE/COUNTY-  TN/ROANE
 FC0126  USGS QUAD   -  ELVERTON (1990)
 FC0126
 FC0126                         *CURRENT SURVEY CONTROL
 FC0126  ___________________________________________________________________
 FC0126* NAD 83(1986)-  35 58 29.     (N)    084 27 27.     (W)     SCALED    
 FC0126* NAVD 88     -       233.637  (meters)     766.52   (feet)  ADJUSTED  
 FC0126  ___________________________________________________________________
 FC0126  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0126  DYNAMIC HT  -         233.424 (meters)     765.83  (feet)  COMP
 FC0126  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FC0126
 FC0126  VERT ORDER  -  FIRST     CLASS I
 FC0126
 FC0126.The horizontal coordinates were scaled from a topographic map and have
 FC0126.an estimated accuracy of +/- 6 seconds.
 FC0126
 FC0126.The orthometric height was determined by differential leveling
 FC0126.and adjusted by the National Geodetic Survey in June 1991..
 FC0126
 FC0126.The geoid height was determined by GEOID03.
 FC0126
 FC0126.The dynamic height is computed by dividing the NAVD 88
 FC0126.geopotential number by the normal gravity value computed on the
 FC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0126.degrees latitude (g = 980.6199 gals.).
 FC0126
 FC0126.The modeled gravity was interpolated from observed gravity values.
 FC0126
 FC0126;                    North         East    Units  Estimated Accuracy
 FC0126;SPC TN       -   183,210.      739,110.      MT  (+/- 180 meters Scaled)
 FC0126
 FC0126                          SUPERSEDED SURVEY CONTROL
 FC0126
 FC0126  NGVD 29 (??/??/92)  233.760  (m)          766.93   (f) ADJ UNCH    1 1
 FC0126
 FC0126.Superseded values are not recommended for survey control.
 FC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0126.See file dsdata.txt to determine how the superseded data were derived.
 FC0126
 FC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE292841(NAD 83)
 FC0126_MARKER: DB = BENCH MARK DISK
 FC0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0126_SP_SET: CULVERT
 FC0126_STAMPING: J 195 1950
 FC0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0126
 FC0126  HISTORY     - Date     Condition        Report By
 FC0126  HISTORY     - 1950     MONUMENTED       CGS
 FC0126  HISTORY     - 1967     GOOD             NGS
 FC0126
 FC0126                          STATION DESCRIPTION
 FC0126
 FC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0126'6.2 MI NE FROM HARRIMAN.
 FC0126'ABOUT 6.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0126'STATION AT HARRIMAN, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 FC0126'44, 70 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF
 FC0126'THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE
 FC0126'BOX CULVERT UNDER STATE HIGHWAY 61, 17 1/2 FEET SOUTHEAST OF THE
 FC0126'CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 FC0126'END OF THE HEAD WALL, ABOUT LEVEL WITH THE TRACK AND ABOUT
 FC0126'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0887 ***********************************************************************
 GB0887  DESIGNATION -  J 196
 GB0887  PID         -  GB0887
 GB0887  STATE/COUNTY-  TN/MORGAN
 GB0887  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0887
 GB0887                         *CURRENT SURVEY CONTROL
 GB0887  ___________________________________________________________________
 GB0887* NAD 83(1986)-  36 14 19.     (N)    084 40 10.     (W)     SCALED    
 GB0887* NAVD 88     -       416.739  (meters)    1367.25   (feet)  ADJUSTED  
 GB0887  ___________________________________________________________________
 GB0887  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB0887  DYNAMIC HT  -         416.374 (meters)    1366.05  (feet)  COMP
 GB0887  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 GB0887
 GB0887  VERT ORDER  -  FIRST     CLASS I
 GB0887
 GB0887.The horizontal coordinates were scaled from a topographic map and have
 GB0887.an estimated accuracy of +/- 6 seconds.
 GB0887
 GB0887.The orthometric height was determined by differential leveling
 GB0887.and adjusted by the National Geodetic Survey in June 1991..
 GB0887
 GB0887.The geoid height was determined by GEOID03.
 GB0887
 GB0887.The dynamic height is computed by dividing the NAVD 88
 GB0887.geopotential number by the normal gravity value computed on the
 GB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0887.degrees latitude (g = 980.6199 gals.).
 GB0887
 GB0887.The modeled gravity was interpolated from observed gravity values.
 GB0887
 GB0887;                    North         East    Units  Estimated Accuracy
 GB0887;SPC TN       -   212,200.      719,600.      MT  (+/- 180 meters Scaled)
 GB0887
 GB0887                          SUPERSEDED SURVEY CONTROL
 GB0887
 GB0887  NGVD 29 (??/??/92)  416.847  (m)         1367.61   (f) ADJ UNCH    1 1
 GB0887
 GB0887.Superseded values are not recommended for survey control.
 GB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0887.See file dsdata.txt to determine how the superseded data were derived.
 GB0887
 GB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF094129(NAD 83)
 GB0887_MARKER: DB = BENCH MARK DISK
 GB0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0887_STAMPING: J 196 1950
 GB0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0887+STABILITY: SURFACE MOTION
 GB0887
 GB0887  HISTORY     - Date     Condition        Report By
 GB0887  HISTORY     - 1950     MONUMENTED       CGS
 GB0887  HISTORY     - 1968     GOOD             NGS
 GB0887
 GB0887                          STATION DESCRIPTION
 GB0887
 GB0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0887'0.4 MI S FROM SUNBRIGHT.
 GB0887'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0887'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0887'SOUTHERN RAILWAY, 98 FEET NORTH OF MILEPOST 232, 108 FEET EAST
 GB0887'OF THE EAST RAIL OF THE SIDETRACK, 29 1/2 FEET WEST OF THE WEST
 GB0887'RAIL OF THE MAIN TRACK OF THE SOUTHERN RAILWAY, 286 FEET NORTH
 GB0887'OF A SIGN WHICH READS SUNBRIGHT, 214 FEET NORTH OF THE NORTHEAST
 GB0887'CORNER OF AN ABANDONED CONCRETE FOUNDATION, 6 INCHES NORTH OF
 GB0887'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 GB0887'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0935 ***********************************************************************
 GB0935  DESIGNATION -  J 197
 GB0935  PID         -  GB0935
 GB0935  STATE/COUNTY-  TN/SCOTT
 GB0935  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0935
 GB0935                         *CURRENT SURVEY CONTROL
 GB0935  ___________________________________________________________________
 GB0935* NAD 83(1986)-  36 25 15.     (N)    084 32 45.     (W)     SCALED    
 GB0935* NAVD 88     -       418.261  (meters)    1372.24   (feet)  ADJUSTED  
 GB0935  ___________________________________________________________________
 GB0935  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0935  DYNAMIC HT  -         417.905 (meters)    1371.08  (feet)  COMP
 GB0935  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GB0935
 GB0935  VERT ORDER  -  FIRST     CLASS I
 GB0935
 GB0935.The horizontal coordinates were scaled from a topographic map and have
 GB0935.an estimated accuracy of +/- 6 seconds.
 GB0935
 GB0935.The orthometric height was determined by differential leveling
 GB0935.and adjusted by the National Geodetic Survey in June 1991..
 GB0935
 GB0935.The geoid height was determined by GEOID03.
 GB0935
 GB0935.The dynamic height is computed by dividing the NAVD 88
 GB0935.geopotential number by the normal gravity value computed on the
 GB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0935.degrees latitude (g = 980.6199 gals.).
 GB0935
 GB0935.The modeled gravity was interpolated from observed gravity values.
 GB0935
 GB0935;                    North         East    Units  Estimated Accuracy
 GB0935;SPC TN       -   232,580.      730,410.      MT  (+/- 180 meters Scaled)
 GB0935
 GB0935                          SUPERSEDED SURVEY CONTROL
 GB0935
 GB0935  NGVD 29 (??/??/92)  418.389  (m)         1372.66   (f) ADJ UNCH    1 1
 GB0935
 GB0935.Superseded values are not recommended for survey control.
 GB0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0935.See file dsdata.txt to determine how the superseded data were derived.
 GB0935
 GB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF200334(NAD 83)
 GB0935_MARKER: DB = BENCH MARK DISK
 GB0935_SETTING: 66 = SET IN ROCK OUTCROP
 GB0935_SP_SET: ROCK OUTCROP
 GB0935_STAMPING: J 197 1950
 GB0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0935+STABILITY: POSITION/ELEVATION WELL
 GB0935
 GB0935  HISTORY     - Date     Condition        Report By
 GB0935  HISTORY     - 1950     MONUMENTED       CGS
 GB0935  HISTORY     - 1968     GOOD             NGS
 GB0935
 GB0935                          STATION DESCRIPTION
 GB0935
 GB0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0935'0.7 MI S FROM HELENWOOD.
 GB0935'ABOUT 0.7 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0935'AT HELENWOOD, NEAR THE CENTER OF A FILL BETWEEN TWO CUTS FOR
 GB0935'THE RAILROAD, 0.3 MILE NORTHEAST OF MILEPOST 216, SET IN THE
 GB0935'TOP OF A ROCK OUTCROP WHICH PROJECTS 1 1/2 FEET ON THE SOUTH
 GB0935'SIDE, 81 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE OLDER
 GB0935'TRACK, 100 YARDS SOUTHEAST OF THE NEWER TRACK, 53 FEET NORTHWEST
 GB0935'OF MARKER POST NUMBER 215.4 FOR AN UNDERGROUND TELEPHONE CABLE,
 GB0935'45 FEET WEST OF THE SOUTH END OF THE CONCRETE HEADWALL OF A
 GB0935'CULVERT UNDER THE TRACK, 26 FEET NORTHWEST OF A FENCE, 19 FEET
 GB0935'NORTHWEST OF AN 18-INCH POPLAR TREE, AND ABOUT 7 FEET BELOW THE
 GB0935'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1142 ***********************************************************************
 GC1142  DESIGNATION -  J 198
 GC1142  PID         -  GC1142
 GC1142  STATE/COUNTY-  TN/MONTGOMERY
 GC1142  USGS QUAD   -  CLARKSVILLE (1984)
 GC1142
 GC1142                         *CURRENT SURVEY CONTROL
 GC1142  ___________________________________________________________________
 GC1142* NAD 83(1986)-  36 35 21.     (N)    087 16 15.     (W)     SCALED    
 GC1142* NAVD 88     -       156.753  (meters)     514.28   (feet)  ADJUSTED  
 GC1142  ___________________________________________________________________
 GC1142  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1142  DYNAMIC HT  -         156.625 (meters)     513.86  (feet)  COMP
 GC1142  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GC1142
 GC1142  VERT ORDER  -  FIRST     CLASS II
 GC1142
 GC1142.The horizontal coordinates were scaled from a topographic map and have
 GC1142.an estimated accuracy of +/- 6 seconds.
 GC1142
 GC1142.The orthometric height was determined by differential leveling
 GC1142.and adjusted by the National Geodetic Survey in June 1991..
 GC1142
 GC1142.The geoid height was determined by GEOID03.
 GC1142
 GC1142.The dynamic height is computed by dividing the NAVD 88
 GC1142.geopotential number by the normal gravity value computed on the
 GC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1142.degrees latitude (g = 980.6199 gals.).
 GC1142
 GC1142.The modeled gravity was interpolated from observed gravity values.
 GC1142
 GC1142;                    North         East    Units  Estimated Accuracy
 GC1142;SPC TN       -   251,030.      486,280.      MT  (+/- 180 meters Scaled)
 GC1142
 GC1142                          SUPERSEDED SURVEY CONTROL
 GC1142
 GC1142  NGVD 29 (??/??/92)  156.826  (m)          514.52   (f) ADJ UNCH    1 2
 GC1142
 GC1142.Superseded values are not recommended for survey control.
 GC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1142.See file dsdata.txt to determine how the superseded data were derived.
 GC1142
 GC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF757493(NAD 83)
 GC1142_MARKER: DB = BENCH MARK DISK
 GC1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1142_STAMPING: J 198 1954
 GC1142_MARK LOGO: CGS   
 GC1142_PROJECTION: FLUSH
 GC1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1142+STABILITY: SURFACE MOTION
 GC1142
 GC1142  HISTORY     - Date     Condition        Report By
 GC1142  HISTORY     - 1954     MONUMENTED       CGS
 GC1142  HISTORY     - 1965     GOOD             NGS
 GC1142  HISTORY     - 1984     GOOD             NGS
 GC1142
 GC1142                          STATION DESCRIPTION
 GC1142
 GC1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1142'2 MI NE FROM ST BETHLEHEM.
 GC1142'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1142'FROM THE FLAG STATION AND BLACK TOP ROAD CROSSING AT ST.
 GC1142'BETHLEHEM, ABOUT 263 YARDS SOUTHWEST OF MILE POST 171, 34 FEET
 GC1142'NORTHWEST OF NORTHWEST RAIL, 72 FEET NORTH AND ACROSS TRACK FROM
 GC1142'THE NORTH CORNER OF A TELEPHONE BOOTH, 1 FOOT SOUTHEAST OF A
 GC1142'FENCE LINE, 87 FEET SOUTHWEST OF A FENCE CORNER, 131 FEET EAST OF
 GC1142'POWER POLE NO. 1106, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GC1142'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GC1142'CONCRETE POST PROJECTING 2 INCHES.
 GC1142
 GC1142                          STATION RECOVERY (1965)
 GC1142
 GC1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GC1142'RECOVERED IN GOOD CONDITION.
 GC1142
 GC1142                          STATION RECOVERY (1984)
 GC1142
 GC1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1142'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO THIS SURVEY.  NEW
 GC1142'DESCRIPTION FOLLOWS.  5.4 KM (3.35 MI) NORTHEAST ALONG U.S. HIGHWAY 79
 GC1142'FROM THE POST OFFICE IN ST. BETHLEHEM, THENCE 1.9 KM (1.2 MI)
 GC1142'EAST-SOUTHEAST ALONG AN ACCESS ROAD TO THE RAILROAD TRACKS AND THE
 GC1142'MARK ON THE LEFT, 91.44 METERS (300.0 FT) NORTHEAST OF THE NORTHBOUND
 GC1142'LANE OF INTERSTATE HIGHWAY 24, 8.99 METERS (29.5 FT) NORTHEAST OF THE
 GC1142'APPROXIMATE CENTER OF AN ACCESS ROAD TO THE INTERNATIONAL LABEL
 GC1142'COMPANY, INC., 7.28 METERS (23.9 FT) NORTHWEST OF A RAILROAD
 GC1142'ELECTRICAL BOX 6 FEET HIGH AND 2.5 FEET WIDE, AND 4.42 METERS
 GC1142'(14.5 FT) SOUTHEAST OF A PIPELINE BLOW OFF SPOUT.
 GC1142'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 GC1142'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0122 ***********************************************************************
 FE0122  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0122  DESIGNATION -  J 20
 FE0122  PID         -  FE0122
 FE0122  STATE/COUNTY-  TN/HENDERSON
 FE0122  USGS QUAD   -  LIFE (1991)
 FE0122
 FE0122                         *CURRENT SURVEY CONTROL
 FE0122  ___________________________________________________________________
 FE0122* NAD 83(1995)-  35 37 03.39517(N)    088 27 10.36638(W)     ADJUSTED  
 FE0122* NAVD 88     -       140.68   (meters)     461.5    (feet)  GPS OBS   
 FE0122  ___________________________________________________________________
 FE0122  X           -     140,149.829 (meters)                     COMP
 FE0122  Y           -  -5,189,021.964 (meters)                     COMP
 FE0122  Z           -   3,693,849.054 (meters)                     COMP
 FE0122  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE0122  ELLIP HEIGHT-         112.55  (meters)          (04/05/04) GPS OBS
 FE0122  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0122  DYNAMIC HT  -         140.55  (meters)     461.1   (feet)  COMP
 FE0122  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE0122
 FE0122  HORZ ORDER  -  B
 FE0122  VERT ORDER  -  THIRD (See Below)
 FE0122  ELLP ORDER  -  FOURTH    CLASS I
 FE0122
 FE0122.The horizontal coordinates were established by GPS observations
 FE0122.and adjusted by the National Geodetic Survey in April 2004..
 FE0122
 FE0122.The orthometric height was determined by GPS observations and a
 FE0122.high-resolution geoid model using precise GPS observation and
 FE0122.processing techniques. It supersedes the leveled height previously
 FE0122.determined for this station.
 FE0122.The vertical order pertains to the first NAVD 88 superseded value.
 FE0122
 FE0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0122
 FE0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0122
 FE0122.The ellipsoidal height was determined by GPS observations
 FE0122.and is referenced to NAD 83.
 FE0122
 FE0122.The geoid height was determined by GEOID03.
 FE0122
 FE0122.The dynamic height is computed by dividing the NAVD 88
 FE0122.geopotential number by the normal gravity value computed on the
 FE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0122.degrees latitude (g = 980.6199 gals.).
 FE0122
 FE0122.The modeled gravity was interpolated from observed gravity values.
 FE0122
 FE0122;                    North         East     Units Scale Factor Converg.
 FE0122;SPC TN       -   145,273.806   377,809.751   MT  0.99995550   -1 26 09.6
 FE0122;SPC TN       -   476,619.15  1,239,530.82   sFT  0.99995550   -1 26 09.6
 FE0122;UTM  16      - 3,942,508.806   368,421.621   MT  0.99981335   -0 50 46.5
 FE0122
 FE0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0122!SPC TN       -   0.99998233  x   0.99995550  =   0.99993784
 FE0122!UTM  16      -   0.99998233  x   0.99981335  =   0.99979569
 FE0122
 FE0122                          SUPERSEDED SURVEY CONTROL
 FE0122
 FE0122  NAVD 88 (06/15/91)  140.621  (m)          461.35   (f) ADJUSTED    2 0
 FE0122  NGVD 29 (??/??/??)  140.641  (m)          461.42   (f) ADJUSTED    2 0
 FE0122
 FE0122.Superseded values are not recommended for survey control.
 FE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0122.See file dsdata.txt to determine how the superseded data were derived.
 FE0122
 FE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6842242509(NAD 83)
 FE0122_MARKER: DB = BENCH MARK DISK
 FE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0122_STAMPING: 461.535 J 20 1934
 FE0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0122+STABILITY: SURFACE MOTION
 FE0122
 FE0122  HISTORY     - Date     Condition        Report By
 FE0122  HISTORY     - 1934     MONUMENTED       CGS
 FE0122  HISTORY     - 1936     GOOD             CGS
 FE0122  HISTORY     - 20020603 GOOD             USACE
 FE0122
 FE0122                          STATION DESCRIPTION
 FE0122
 FE0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FE0122'3.9 MI W FROM LEXINGTON.
 FE0122'4.1 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0122'RAILWAY FROM LEXINGTON, HENDERSON COUNTY, 11-1/2 POLES WEST OF
 FE0122'MILEPOST 122, OPPOSITE SURVEY STATION 644+23 60 FEET EAST OF A
 FE0122'GRADE CROSSING, AND 26.5 FEET NORTH OF THE CENTERLINE OF THE MAIN
 FE0122'TRACK.  A STANDARD DISK, STAMPED 461.535 J 20 1934 AND SET IN THE
 FE0122'TOP OF A CONCRETE POST.
 FE0122
 FE0122                          STATION RECOVERY (2002)
 FE0122
 FE0122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 FE0122'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0155 ***********************************************************************
 GB0155  DESIGNATION -  J 201
 GB0155  PID         -  GB0155
 GB0155  STATE/COUNTY-  TN/SCOTT
 GB0155  USGS QUAD   -  KETCHEN (1982)
 GB0155
 GB0155                         *CURRENT SURVEY CONTROL
 GB0155  ___________________________________________________________________
 GB0155* NAD 83(1986)-  36 34 23.     (N)    084 21 03.     (W)     SCALED    
 GB0155* NAVD 88     -       340.969  (meters)    1118.66   (feet)  ADJUSTED  
 GB0155  ___________________________________________________________________
 GB0155  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB0155  DYNAMIC HT  -         340.684 (meters)    1117.73  (feet)  COMP
 GB0155  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GB0155
 GB0155  VERT ORDER  -  SECOND    CLASS 0
 GB0155
 GB0155.The horizontal coordinates were scaled from a topographic map and have
 GB0155.an estimated accuracy of +/- 6 seconds.
 GB0155
 GB0155.The orthometric height was determined by differential leveling
 GB0155.and adjusted by the National Geodetic Survey in June 1991..
 GB0155
 GB0155.The geoid height was determined by GEOID03.
 GB0155
 GB0155.The dynamic height is computed by dividing the NAVD 88
 GB0155.geopotential number by the normal gravity value computed on the
 GB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0155.degrees latitude (g = 980.6199 gals.).
 GB0155
 GB0155.The modeled gravity was interpolated from observed gravity values.
 GB0155
 GB0155;                    North         East    Units  Estimated Accuracy
 GB0155;SPC TN       -   249,750.      747,610.      MT  (+/- 180 meters Scaled)
 GB0155
 GB0155                          SUPERSEDED SURVEY CONTROL
 GB0155
 GB0155  NGVD 29 (??/??/92)  341.105  (m)         1119.11   (f) ADJ UNCH    2 0
 GB0155
 GB0155.Superseded values are not recommended for survey control.
 GB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0155.See file dsdata.txt to determine how the superseded data were derived.
 GB0155
 GB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF370507(NAD 83)
 GB0155_MARKER: DB = BENCH MARK DISK
 GB0155_SETTING: 66 = SET IN ROCK OUTCROP
 GB0155_SP_SET: ROCK OUTCROP
 GB0155_STAMPING: J 201 1951 1119.109
 GB0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0155+STABILITY: POSITION/ELEVATION WELL
 GB0155
 GB0155  HISTORY     - Date     Condition        Report By
 GB0155  HISTORY     - 1951     MONUMENTED       CGS
 GB0155  HISTORY     - 1957     GOOD             NGS
 GB0155  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0155
 GB0155                          STATION DESCRIPTION
 GB0155
 GB0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0155'2.2 MI W FROM KETCHEN.
 GB0155'ABOUT 2.2 MILES WEST ALONG A DIRT ROAD FROM THE CHURCH AND
 GB0155'SCHOOL AT KETCHEN, ABOUT 0.25 MILE EAST OF A CHURCH, ABOUT 0.95
 GB0155'MILE EAST OF A 45-FOOT WOODEN BRIDGE OVER A CREEK, ABOUT 1.15
 GB0155'MILES WEST OF A BRIDGE OVER GUM FORK, SET IN THE TOP OF THE
 GB0155'SOUTH EDGE OF A SLANTING OUTCROP OF ROCK AT AN OLD ABANDONED SCHOOL,
 GB0155'29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 129 FEET
 GB0155'NORTHEAST OF THE NORTH CORNER OF THE OLD SCHOOL BUILDING, 9
 GB0155'FEET WEST OF A 15-INCH SYCAMORE TREE, ABOUT 4 FEET ABOVE THE
 GB0155'ROAD AND SET IN A DRILL HOLE.
 GB0155
 GB0155                          STATION RECOVERY (1957)
 GB0155
 GB0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0155'RECOVERED IN GOOD CONDITION.
 GB0155
 GB0155                          STATION RECOVERY (1977)
 GB0155
 GB0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0159 ***********************************************************************
 GB0159  DESIGNATION -  J 202
 GB0159  PID         -  GB0159
 GB0159  STATE/COUNTY-  TN/SCOTT
 GB0159  USGS QUAD   -  KETCHEN (1982)
 GB0159
 GB0159                         *CURRENT SURVEY CONTROL
 GB0159  ___________________________________________________________________
 GB0159* NAD 83(1986)-  36 34 44.     (N)    084 17 33.     (W)     SCALED    
 GB0159* NAVD 88     -       329.920  (meters)    1082.41   (feet)  ADJUSTED  
 GB0159  ___________________________________________________________________
 GB0159  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0159  DYNAMIC HT  -         329.641 (meters)    1081.50  (feet)  COMP
 GB0159  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GB0159
 GB0159  VERT ORDER  -  SECOND    CLASS 0
 GB0159
 GB0159.The horizontal coordinates were scaled from a topographic map and have
 GB0159.an estimated accuracy of +/- 6 seconds.
 GB0159
 GB0159.The orthometric height was determined by differential leveling
 GB0159.and adjusted by the National Geodetic Survey in June 1991..
 GB0159
 GB0159.The geoid height was determined by GEOID03.
 GB0159
 GB0159.The dynamic height is computed by dividing the NAVD 88
 GB0159.geopotential number by the normal gravity value computed on the
 GB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0159.degrees latitude (g = 980.6199 gals.).
 GB0159
 GB0159.The modeled gravity was interpolated from observed gravity values.
 GB0159
 GB0159;                    North         East    Units  Estimated Accuracy
 GB0159;SPC TN       -   250,480.      752,820.      MT  (+/- 180 meters Scaled)
 GB0159
 GB0159                          SUPERSEDED SURVEY CONTROL
 GB0159
 GB0159  NGVD 29 (??/??/92)  330.055  (m)         1082.86   (f) ADJ UNCH    2 0
 GB0159
 GB0159.Superseded values are not recommended for survey control.
 GB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0159.See file dsdata.txt to determine how the superseded data were derived.
 GB0159
 GB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF422515(NAD 83)
 GB0159_MARKER: DB = BENCH MARK DISK
 GB0159_SETTING: 66 = SET IN ROCK OUTCROP
 GB0159_SP_SET: ROCK OUTCROP
 GB0159_STAMPING: J 202 1951 1082.855
 GB0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0159+STABILITY: POSITION/ELEVATION WELL
 GB0159
 GB0159  HISTORY     - Date     Condition        Report By
 GB0159  HISTORY     - 1951     MONUMENTED       CGS
 GB0159  HISTORY     - 1957     GOOD             NGS
 GB0159
 GB0159                          STATION DESCRIPTION
 GB0159
 GB0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0159'1.6 MI E FROM KETCHEN.
 GB0159'ABOUT 1.65 MILES EAST ALONG A DIRT ROAD FROM THE CHURCH AND
 GB0159'SCHOOL AT KETCHEN, ABOUT 0.3 MILE WEST OF THE JUNCTION OF AN OLD
 GB0159'LOGGING ROAD LEADING NORTHEAST, ON THE OUTSIDE OF A CURVE WITH
 GB0159'TANGENTS EXTENDING EAST AND NORTHWEST, ON THE EAST SIDE OF A
 GB0159'SMALL RAVINE, SET IN THE TOP OF THE WEST EDGE OF A LARGE ROCK
 GB0159'OUTCROP, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 GB0159'FEET EAST OF THE WEST EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE
 GB0159'THE ROAD.
 GB0159
 GB0159                          STATION RECOVERY (1957)
 GB0159
 GB0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1088 ***********************************************************************
 GB1088  DESIGNATION -  J 203
 GB1088  PID         -  GB1088
 GB1088  STATE/COUNTY-  TN/PICKETT
 GB1088  USGS QUAD   -  SHARP PLACE (1981)
 GB1088
 GB1088                         *CURRENT SURVEY CONTROL
 GB1088  ___________________________________________________________________
 GB1088* NAD 83(1986)-  36 34 31.     (N)    084 50 39.     (W)     SCALED    
 GB1088* NAVD 88     -       506.692  (meters)    1662.37   (feet)  ADJUSTED  
 GB1088  ___________________________________________________________________
 GB1088  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1088  DYNAMIC HT  -         506.266 (meters)    1660.97  (feet)  COMP
 GB1088  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GB1088
 GB1088  VERT ORDER  -  SECOND    CLASS 0
 GB1088
 GB1088.The horizontal coordinates were scaled from a topographic map and have
 GB1088.an estimated accuracy of +/- 6 seconds.
 GB1088
 GB1088.The orthometric height was determined by differential leveling
 GB1088.and adjusted by the National Geodetic Survey in June 1991..
 GB1088
 GB1088.The geoid height was determined by GEOID03.
 GB1088
 GB1088.The dynamic height is computed by dividing the NAVD 88
 GB1088.geopotential number by the normal gravity value computed on the
 GB1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1088.degrees latitude (g = 980.6199 gals.).
 GB1088
 GB1088.The modeled gravity was interpolated from observed gravity values.
 GB1088
 GB1088;                    North         East    Units  Estimated Accuracy
 GB1088;SPC TN       -   249,360.      703,450.      MT  (+/- 180 meters Scaled)
 GB1088
 GB1088                          SUPERSEDED SURVEY CONTROL
 GB1088
 GB1088  NGVD 29 (??/??/92)  506.821  (m)         1662.80   (f) ADJ UNCH    2 0
 GB1088
 GB1088.Superseded values are not recommended for survey control.
 GB1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1088.See file dsdata.txt to determine how the superseded data were derived.
 GB1088
 GB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF928499(NAD 83)
 GB1088_MARKER: DB = BENCH MARK DISK
 GB1088_SETTING: 66 = SET IN ROCK OUTCROP
 GB1088_SP_SET: ROCK OUTCROP
 GB1088_STAMPING: J 203 1951 1662.795
 GB1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1088+STABILITY: POSITION/ELEVATION WELL
 GB1088
 GB1088  HISTORY     - Date     Condition        Report By
 GB1088  HISTORY     - 1951     MONUMENTED       CGS
 GB1088  HISTORY     - 1958     GOOD             NGS
 GB1088
 GB1088                          STATION DESCRIPTION
 GB1088
 GB1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1088'11.4 MI N FROM PICKETT.
 GB1088'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1088'AT EAST JAMESTOWN, THENCE ABOUT 5.25 MILES NORTHWEST AND
 GB1088'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 70 YARDS SOUTHWEST OF
 GB1088'CENTER OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTH,
 GB1088'IN THE TOP OF A FLAT OUTCROPPING OF SANDSTONE ABOUT 27 BY 6
 GB1088'FEET, 27 FEET NORTHWEST OF CENTER LINE OF ROAD, 40 FEET NORTHWEST
 GB1088'AND ACROSS ROAD FROM A SLASH BLAZED 5-INCH OAK TREE, 16 FEET
 GB1088'NORTHEAST OF SOUTHWEST END OF OUTCROP AND ABOUT 5 FEET BELOW
 GB1088'ROAD.
 GB1088
 GB1088                          STATION RECOVERY (1958)
 GB1088
 GB1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1579 ***********************************************************************
 GB1579  DESIGNATION -  J 204
 GB1579  PID         -  GB1579
 GB1579  STATE/COUNTY-  TN/CLAY
 GB1579  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1579
 GB1579                         *CURRENT SURVEY CONTROL
 GB1579  ___________________________________________________________________
 GB1579* NAD 83(1986)-  36 32 34.     (N)    085 27 16.     (W)     SCALED    
 GB1579* NAVD 88     -       184.830  (meters)     606.40   (feet)  ADJUSTED  
 GB1579  ___________________________________________________________________
 GB1579  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1579  DYNAMIC HT  -         184.670 (meters)     605.87  (feet)  COMP
 GB1579  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GB1579
 GB1579  VERT ORDER  -  SECOND    CLASS 0
 GB1579
 GB1579.The horizontal coordinates were scaled from a topographic map and have
 GB1579.an estimated accuracy of +/- 6 seconds.
 GB1579
 GB1579.The orthometric height was determined by differential leveling
 GB1579.and adjusted by the National Geodetic Survey in June 1991..
 GB1579
 GB1579.The geoid height was determined by GEOID03.
 GB1579
 GB1579.The dynamic height is computed by dividing the NAVD 88
 GB1579.geopotential number by the normal gravity value computed on the
 GB1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1579.degrees latitude (g = 980.6199 gals.).
 GB1579
 GB1579.The modeled gravity was interpolated from observed gravity values.
 GB1579
 GB1579;                    North         East    Units  Estimated Accuracy
 GB1579;SPC TN       -   245,280.      648,850.      MT  (+/- 180 meters Scaled)
 GB1579
 GB1579                          SUPERSEDED SURVEY CONTROL
 GB1579
 GB1579  NGVD 29 (??/??/92)  184.939  (m)          606.75   (f) ADJ UNCH    2 0
 GB1579
 GB1579.Superseded values are not recommended for survey control.
 GB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1579.See file dsdata.txt to determine how the superseded data were derived.
 GB1579
 GB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF383452(NAD 83)
 GB1579_MARKER: DB = BENCH MARK DISK
 GB1579_SETTING: 66 = SET IN ROCK OUTCROP
 GB1579_SP_SET: LIMESTONE
 GB1579_STAMPING: J 204 1951
 GB1579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1579+STABILITY: POSITION/ELEVATION WELL
 GB1579
 GB1579  HISTORY     - Date     Condition        Report By
 GB1579  HISTORY     - 1951     MONUMENTED       CGS
 GB1579  HISTORY     - 1966     GOOD             NGS
 GB1579
 GB1579                          STATION DESCRIPTION
 GB1579
 GB1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1579'3.4 MI NE FROM CELINA.
 GB1579'ABOUT 2.85 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 53 FROM
 GB1579'THE COURT HOUSE AT CELINA, THENCE ABOUT 0.6 MILE EAST ALONG A
 GB1579'BLACK TOP ROAD LEADING TO DALE HOLLOW DAM, ABOUT 0.3 MILE
 GB1579'NORTHWEST OF NORTH END OF DALE HOLLOW DAM, ABOUT 50 YARDS
 GB1579'SOUTHWEST OF THE JUNCTION OF A PROMINENT GRAVEL ROAD LEADING
 GB1579'NORTH AND A CURVE IN THE BLACK TOP ROAD WITH TANGENTS EXTENDING
 GB1579'SOUTHWEST AND SOUTHEAST, 19 FEET NORTHWEST OF CENTER LINE OF
 GB1579'BLACK TOP ROAD, SET VERTICALLY IN THE SOUTH FACE OF A MASS OF HARD
 GB1579'LIMESTONE ROCK PROJECTING OUT OF SOUTHEAST FACE OF A ROCK CUT,
 GB1579'AND ABOUT 3 1/2 FEET ABOVE BLACK TOP ROAD.
 GB1579
 GB1579                          STATION RECOVERY (1966)
 GB1579
 GB1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0174 ***********************************************************************
 FE0174  DESIGNATION -  J 21
 FE0174  PID         -  FE0174
 FE0174  STATE/COUNTY-  TN/DECATUR
 FE0174  USGS QUAD   -  BATH SPRINGS (1972)
 FE0174
 FE0174                         *CURRENT SURVEY CONTROL
 FE0174  ___________________________________________________________________
 FE0174* NAD 83(1986)-  35 29 29.     (N)    088 06 00.     (W)     SCALED    
 FE0174* NAVD 88     -       175.442  (meters)     575.60   (feet)  POSTED    
 FE0174  ___________________________________________________________________
 FE0174  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE0174  DYNAMIC HT  -         175.280 (meters)     575.06  (feet)  COMP
 FE0174  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FE0174
 FE0174  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0174
 FE0174.The horizontal coordinates were scaled from a topographic map and have
 FE0174.an estimated accuracy of +/- 6 seconds.
 FE0174
 FE0174.The orthometric height was determined by differential leveling
 FE0174.and adjusted by the National Geodetic Survey in 1992..
 FE0174.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0174.rate of 2.1 thru 3.0 mm/km.
 FE0174
 FE0174.The geoid height was determined by GEOID03.
 FE0174
 FE0174.The dynamic height is computed by dividing the NAVD 88
 FE0174.geopotential number by the normal gravity value computed on the
 FE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0174.degrees latitude (g = 980.6199 gals.).
 FE0174
 FE0174.The modeled gravity was interpolated from observed gravity values.
 FE0174
 FE0174;                    North         East    Units  Estimated Accuracy
 FE0174;SPC TN       -   130,530.      409,470.      MT  (+/- 180 meters Scaled)
 FE0174
 FE0174                          SUPERSEDED SURVEY CONTROL
 FE0174
 FE0174  NGVD 29 (??/??/??)  175.452  (m)          575.63   (f) ADJUSTED    2 0
 FE0174
 FE0174.Superseded values are not recommended for survey control.
 FE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0174.See file dsdata.txt to determine how the superseded data were derived.
 FE0174
 FE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE002280(NAD 83)
 FE0174_MARKER: DB = BENCH MARK DISK
 FE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0174_STAMPING: 575.796 J 21 1934
 FE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0174+STABILITY: SURFACE MOTION
 FE0174
 FE0174  HISTORY     - Date     Condition        Report By
 FE0174  HISTORY     - 1934     MONUMENTED       CGS
 FE0174  HISTORY     - 1935     GOOD             CGS
 FE0174
 FE0174                          STATION DESCRIPTION
 FE0174
 FE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0174'7.8 MI S FROM DECATURVILLE.
 FE0174'7.75 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE,
 FE0174'DECATUR COUNTY, 350 FEET NORTHWEST OF THE STORE OWNED IN 1934 BY
 FE0174'J.A. JONES, AT THE TOP OF A HILL, AT THE Y-INTERSECTION OF A
 FE0174'ROAD LEADING SOUTHEAST, 40 FEET WEST OF THE Y-ROAD, 30 FEET
 FE0174'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTHWEST
 FE0174'OF A TWIN RED OAK TREE, 17 FEET WEST OF A FENCE, AND 2 FEET
 FE0174'SOUTH OF A STEEL POST.  A STANDARD DISK, STAMPED 575.796 J 21
 FE0174'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1082 ***********************************************************************
 FE1082  DESIGNATION -  J 213
 FE1082  PID         -  FE1082
 FE1082  STATE/COUNTY-  TN/FAYETTE
 FE1082  USGS QUAD   -  LAMBERT (1983)
 FE1082
 FE1082                         *CURRENT SURVEY CONTROL
 FE1082  ___________________________________________________________________
 FE1082* NAD 83(1986)-  35 21 57.     (N)    089 27 09.     (W)     SCALED    
 FE1082* NAVD 88     -       100.958  (meters)     331.23   (feet)  ADJUSTED  
 FE1082  ___________________________________________________________________
 FE1082  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1082  DYNAMIC HT  -         100.868 (meters)     330.93  (feet)  COMP
 FE1082  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FE1082
 FE1082  VERT ORDER  -  SECOND    CLASS 0
 FE1082
 FE1082.The horizontal coordinates were scaled from a topographic map and have
 FE1082.an estimated accuracy of +/- 6 seconds.
 FE1082
 FE1082.The orthometric height was determined by differential leveling
 FE1082.and adjusted by the National Geodetic Survey in June 1991..
 FE1082
 FE1082.The geoid height was determined by GEOID03.
 FE1082
 FE1082.The dynamic height is computed by dividing the NAVD 88
 FE1082.geopotential number by the normal gravity value computed on the
 FE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1082.degrees latitude (g = 980.6199 gals.).
 FE1082
 FE1082.The modeled gravity was interpolated from observed gravity values.
 FE1082
 FE1082;                    North         East    Units  Estimated Accuracy
 FE1082;SPC TN       -   120,090.      286,310.      MT  (+/- 180 meters Scaled)
 FE1082
 FE1082                          SUPERSEDED SURVEY CONTROL
 FE1082
 FE1082  NGVD 29 (??/??/??)  100.943  (m)          331.18   (f) ADJUSTED    2 0
 FE1082
 FE1082.Superseded values are not recommended for survey control.
 FE1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1082.See file dsdata.txt to determine how the superseded data were derived.
 FE1082
 FE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE771163(NAD 83)
 FE1082_MARKER: DB = BENCH MARK DISK
 FE1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1082_STAMPING: J 213 1959
 FE1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1082+STABILITY: SURFACE MOTION
 FE1082
 FE1082  HISTORY     - Date     Condition        Report By
 FE1082  HISTORY     - 1959     MONUMENTED       CGS
 FE1082  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1082
 FE1082                          STATION DESCRIPTION
 FE1082
 FE1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1082'8.9 MI ESE FROM BRADEN.
 FE1082'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1082'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1082'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1082'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1082'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1082'THENCE 2.4 MILES ALONG A GRAVEL ROAD, 0.1 MILE SOUTH OF A BEND
 FE1082'IN THE ROAD, 115.8 FEET EAST-SOUTHEAST OF A POWERLINE POLE,
 FE1082'21.7 FEET EAST OF THE CENTER OF A DIRT ROAD AND 2 FEET SOUTH
 FE1082'OF A WITNESS POST.  A C AND GS DISK SET IN THE TOP OF A CONCRETE
 FE1082'POST, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1082'AND ABOUT LEVEL WITH THE ROAD.
 FE1082
 FE1082                          STATION RECOVERY (2002)
 FE1082
 FE1082'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1115 ***********************************************************************
 FE1115  DESIGNATION -  J 214
 FE1115  PID         -  FE1115
 FE1115  STATE/COUNTY-  TN/HAYWOOD
 FE1115  USGS QUAD   -  DANCYVILLE (1981)
 FE1115
 FE1115                         *CURRENT SURVEY CONTROL
 FE1115  ___________________________________________________________________
 FE1115* NAD 83(1986)-  35 27 37.     (N)    089 17 48.     (W)     SCALED    
 FE1115* NAVD 88     -       101.024  (meters)     331.44   (feet)  ADJUSTED  
 FE1115  ___________________________________________________________________
 FE1115  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE1115  DYNAMIC HT  -         100.935 (meters)     331.15  (feet)  COMP
 FE1115  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE1115
 FE1115  VERT ORDER  -  SECOND    CLASS 0
 FE1115
 FE1115.The horizontal coordinates were scaled from a topographic map and have
 FE1115.an estimated accuracy of +/- 6 seconds.
 FE1115
 FE1115.The orthometric height was determined by differential leveling
 FE1115.and adjusted by the National Geodetic Survey in June 1991..
 FE1115
 FE1115.The geoid height was determined by GEOID03.
 FE1115
 FE1115.The dynamic height is computed by dividing the NAVD 88
 FE1115.geopotential number by the normal gravity value computed on the
 FE1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1115.degrees latitude (g = 980.6199 gals.).
 FE1115
 FE1115.The modeled gravity was interpolated from observed gravity values.
 FE1115
 FE1115;                    North         East    Units  Estimated Accuracy
 FE1115;SPC TN       -   130,070.      300,810.      MT  (+/- 180 meters Scaled)
 FE1115
 FE1115                          SUPERSEDED SURVEY CONTROL
 FE1115
 FE1115  NGVD 29 (??/??/??)  101.026  (m)          331.45   (f) ADJUSTED    2 0
 FE1115
 FE1115.Superseded values are not recommended for survey control.
 FE1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1115.See file dsdata.txt to determine how the superseded data were derived.
 FE1115
 FE1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE915265(NAD 83)
 FE1115_MARKER: DB = BENCH MARK DISK
 FE1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1115_STAMPING: J 214 1959
 FE1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1115+STABILITY: SURFACE MOTION
 FE1115
 FE1115  HISTORY     - Date     Condition        Report By
 FE1115  HISTORY     - 1959     MONUMENTED       CGS
 FE1115  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1115
 FE1115                          STATION DESCRIPTION
 FE1115
 FE1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1115'10.6 MI NW FROM BROWNSVILLE.
 FE1115'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1115'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1115'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1115'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL, THENCE ABOUT 0.9
 FE1115'MILE SOUTHWEST ACROSS COUNTRY, 147 FT. SOUTHEAST OF THE CENTER
 FE1115'OF INTERSTATE HIGHWAY 40, 135 FT. SOUTH OF THE NORTHWEST CORNER
 FE1115'OF A FIELD, 23 FT. WEST OF THE EAST EDGE OF A FIELD, 2.5 FT.
 FE1115'SOUTH OF A WITNESS POST, AT THE EAST EDGE OF A WOODED AREA, A
 FE1115'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1115
 FE1115                          STATION RECOVERY (2002)
 FE1115
 FE1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0850 ***********************************************************************
 FE0850  DESIGNATION -  J 215
 FE0850  PID         -  FE0850
 FE0850  STATE/COUNTY-  TN/MADISON
 FE0850  USGS QUAD   -  DENMARK (1981)
 FE0850
 FE0850                         *CURRENT SURVEY CONTROL
 FE0850  ___________________________________________________________________
 FE0850* NAD 83(1986)-  35 35 31.     (N)    089 04 06.     (W)     SCALED    
 FE0850* NAVD 88     -       123.098  (meters)     403.86   (feet)  ADJUSTED  
 FE0850  ___________________________________________________________________
 FE0850  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0850  DYNAMIC HT  -         122.989 (meters)     403.51  (feet)  COMP
 FE0850  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FE0850
 FE0850  VERT ORDER  -  SECOND    CLASS 0
 FE0850
 FE0850.The horizontal coordinates were scaled from a topographic map and have
 FE0850.an estimated accuracy of +/- 6 seconds.
 FE0850
 FE0850.The orthometric height was determined by differential leveling
 FE0850.and adjusted by the National Geodetic Survey in June 1991..
 FE0850
 FE0850.The geoid height was determined by GEOID03.
 FE0850
 FE0850.The dynamic height is computed by dividing the NAVD 88
 FE0850.geopotential number by the normal gravity value computed on the
 FE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0850.degrees latitude (g = 980.6199 gals.).
 FE0850
 FE0850.The modeled gravity was interpolated from observed gravity values.
 FE0850
 FE0850;                    North         East    Units  Estimated Accuracy
 FE0850;SPC TN       -   144,000.      321,990.      MT  (+/- 180 meters Scaled)
 FE0850
 FE0850                          SUPERSEDED SURVEY CONTROL
 FE0850
 FE0850  NGVD 29 (??/??/??)  123.118  (m)          403.93   (f) ADJUSTED    2 0
 FE0850
 FE0850.Superseded values are not recommended for survey control.
 FE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0850.See file dsdata.txt to determine how the superseded data were derived.
 FE0850
 FE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE126406(NAD 83)
 FE0850_MARKER: DB = BENCH MARK DISK
 FE0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0850_SP_SET: CULVERT
 FE0850_STAMPING: J 215 1959
 FE0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0850+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0850
 FE0850  HISTORY     - Date     Condition        Report By
 FE0850  HISTORY     - 1959     MONUMENTED       CGS
 FE0850  HISTORY     - 20020907 GOOD             USACE
 FE0850
 FE0850                          STATION DESCRIPTION
 FE0850
 FE0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0850'11.4 MI ENE FROM BROWNSVILLE.
 FE0850'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0850'BROWNSVILLE, THENCE 0.95 MILE NORTHEAST ON INTERSTATE HIGHWAY 40,
 FE0850'0.95 MILE EAST FROM SUB AZIMUTH.  IT IS 45 FEET SOUTH-SOUTHEAST
 FE0850'OF THE CENTER OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 FE0850'40, 0.4 MILE EAST-NORTHEAST OF AN OVERPASS, SET IN THE SOUTHWEST
 FE0850'CORNER OF THE SOUTH CONCRETE CULVERT.
 FE0850
 FE0850                          STATION RECOVERY (2002)
 FE0850
 FE0850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0850'MILAGE FROM JCT OF HWY 70 INCORRECT IN DATABASE.
 FE0850'SOULD READ,,,1.45 ENE ALONG I40 FROM THE HWY 70 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0668 ***********************************************************************
 FE0668  DESIGNATION -  J 216
 FE0668  PID         -  FE0668
 FE0668  STATE/COUNTY-  TN/HENDERSON
 FE0668  USGS QUAD   -  JUNO (1980)
 FE0668
 FE0668                         *CURRENT SURVEY CONTROL
 FE0668  ___________________________________________________________________
 FE0668* NAD 83(1986)-  35 44 37.     (N)    088 34 00.     (W)     SCALED    
 FE0668* NAVD 88     -       143.235  (meters)     469.93   (feet)  ADJUSTED  
 FE0668  ___________________________________________________________________
 FE0668  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0668  DYNAMIC HT  -         143.107 (meters)     469.51  (feet)  COMP
 FE0668  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FE0668
 FE0668  VERT ORDER  -  SECOND    CLASS 0
 FE0668
 FE0668.The horizontal coordinates were scaled from a topographic map and have
 FE0668.an estimated accuracy of +/- 6 seconds.
 FE0668
 FE0668.The orthometric height was determined by differential leveling
 FE0668.and adjusted by the National Geodetic Survey in June 1991..
 FE0668
 FE0668.The geoid height was determined by GEOID03.
 FE0668
 FE0668.The dynamic height is computed by dividing the NAVD 88
 FE0668.geopotential number by the normal gravity value computed on the
 FE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0668.degrees latitude (g = 980.6199 gals.).
 FE0668
 FE0668.The modeled gravity was interpolated from observed gravity values.
 FE0668
 FE0668;                    North         East    Units  Estimated Accuracy
 FE0668;SPC TN       -   159,510.      367,870.      MT  (+/- 180 meters Scaled)
 FE0668
 FE0668                          SUPERSEDED SURVEY CONTROL
 FE0668
 FE0668  NGVD 29 (??/??/??)  143.262  (m)          470.02   (f) ADJUSTED    2 0
 FE0668
 FE0668.Superseded values are not recommended for survey control.
 FE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0668.See file dsdata.txt to determine how the superseded data were derived.
 FE0668
 FE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE583566(NAD 83)
 FE0668_MARKER: DB = BENCH MARK DISK
 FE0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0668_STAMPING: J 216 1959
 FE0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0668+STABILITY: SURFACE MOTION
 FE0668
 FE0668  HISTORY     - Date     Condition        Report By
 FE0668  HISTORY     - 1959     MONUMENTED       CGS
 FE0668  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0668
 FE0668                          STATION DESCRIPTION
 FE0668
 FE0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0668'20.2 MI SW FROM YUMA.
 FE0668'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0668'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0668'SOUTH ON A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN
 FE0668'ASPHALT AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED
 FE0668'ROAD TO A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY
 FE0668'TO A TRACK ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE
 FE0668'2.5 MILES EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILES
 FE0668'NORTHWEST ON STATE HIGHWAY 104, THENCE 3.4 MILES WEST ON A GRAVELED
 FE0668'ROAD, 87 FEET WEST-SOUTHWEST OF A POWER LINE POLE WITH A GUY
 FE0668'WIRE, 21 FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 FE0668'1.1 FEET SOUTH-SOUTHEAST OF A FENCE LINE AND 1.4 FEET
 FE0668'NORTH-NORTHWEST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP
 FE0668'OF A CONCRETE POST WHICH PROJECTS 3-INCHES ABOVE THE SURFACE OF
 FE0668'THE GROUND.
 FE0668
 FE0668                          STATION RECOVERY (2002)
 FE0668
 FE0668'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0048 ***********************************************************************
 FE0048  DESIGNATION -  J 217
 FE0048  PID         -  FE0048
 FE0048  STATE/COUNTY-  TN/BENTON
 FE0048  USGS QUAD   -  SUGAR TREE (1986)
 FE0048
 FE0048                         *CURRENT SURVEY CONTROL
 FE0048  ___________________________________________________________________
 FE0048* NAD 83(1986)-  35 50 57.     (N)    088 01 34.     (W)     SCALED    
 FE0048* NAVD 88     -       130.841  (meters)     429.27   (feet)  ADJUSTED  
 FE0048  ___________________________________________________________________
 FE0048  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE0048  DYNAMIC HT  -         130.727 (meters)     428.89  (feet)  COMP
 FE0048  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 FE0048
 FE0048  VERT ORDER  -  SECOND    CLASS 0
 FE0048
 FE0048.The horizontal coordinates were scaled from a topographic map and have
 FE0048.an estimated accuracy of +/- 6 seconds.
 FE0048
 FE0048.The orthometric height was determined by differential leveling
 FE0048.and adjusted by the National Geodetic Survey in June 1991..
 FE0048
 FE0048.The geoid height was determined by GEOID03.
 FE0048
 FE0048.The dynamic height is computed by dividing the NAVD 88
 FE0048.geopotential number by the normal gravity value computed on the
 FE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0048.degrees latitude (g = 980.6199 gals.).
 FE0048
 FE0048.The modeled gravity was interpolated from observed gravity values.
 FE0048
 FE0048;                    North         East    Units  Estimated Accuracy
 FE0048;SPC TN       -   170,080.      416,990.      MT  (+/- 180 meters Scaled)
 FE0048
 FE0048                          SUPERSEDED SURVEY CONTROL
 FE0048
 FE0048  NGVD 29 (??/??/??)  130.866  (m)          429.35   (f) ADJUSTED    2 0
 FE0048
 FE0048.Superseded values are not recommended for survey control.
 FE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0048.See file dsdata.txt to determine how the superseded data were derived.
 FE0048
 FE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE073677(NAD 83)
 FE0048_MARKER: DB = BENCH MARK DISK
 FE0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0048_STAMPING: J 217 1959
 FE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0048+STABILITY: SURFACE MOTION
 FE0048
 FE0048  HISTORY     - Date     Condition        Report By
 FE0048  HISTORY     - 1959     MONUMENTED       CGS
 FE0048  HISTORY     - 1972     GOOD             TVA
 FE0048
 FE0048                          STATION DESCRIPTION
 FE0048
 FE0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0048'4.3 MI SE FROM MC ILLWAIN.
 FE0048'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0048'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0048'MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0048'HIGHWAY 69, THENCE 1.1 MILES EAST AND NORTH ON A GRAVELED ROAD
 FE0048'TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD
 FE0048'TO A Y JUNCTION, THENCE 0.2 MILE SOUTHEAST ON A GRAVELED ROAD, 105
 FE0048'FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF GRAVELED ROADS,
 FE0048'20 FEET SOUTHWEST OF THE CENTER OF GRAVELED ROAD, 2.4 FEET
 FE0048'SOUTHEAST OF A GUY WIRE POLE.  THE MARK IS SET IN THE TOP OF A
 FE0048'CONCRETE POST WHICH PROJECTS 3 INCHES, IS 1.6 FEET SOUTHEAST OF
 FE0048'A WITNESS SIGN AND ABOUT LEVEL WITH THE GRAVELED ROAD.  NOTE-- 1972
 FE0048'REPORT-TVA POST AND SIGN SET AT MARKER.
 FE0048
 FE0048                          STATION RECOVERY (1972)
 FE0048
 FE0048'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1149 ***********************************************************************
 FD1149  DESIGNATION -  J 218
 FD1149  PID         -  FD1149
 FD1149  STATE/COUNTY-  TN/HICKMAN
 FD1149  USGS QUAD   -  COBLE (1968)
 FD1149
 FD1149                         *CURRENT SURVEY CONTROL
 FD1149  ___________________________________________________________________
 FD1149* NAD 83(1986)-  35 52 02.     (N)    087 40 47.     (W)     SCALED    
 FD1149* NAVD 88     -       140.374  (meters)     460.54   (feet)  ADJUSTED  
 FD1149  ___________________________________________________________________
 FD1149  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1149  DYNAMIC HT  -         140.253 (meters)     460.15  (feet)  COMP
 FD1149  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FD1149
 FD1149  VERT ORDER  -  SECOND    CLASS 0
 FD1149
 FD1149.The horizontal coordinates were scaled from a topographic map and have
 FD1149.an estimated accuracy of +/- 6 seconds.
 FD1149
 FD1149.The orthometric height was determined by differential leveling
 FD1149.and adjusted by the National Geodetic Survey in June 1991..
 FD1149
 FD1149.The geoid height was determined by GEOID03.
 FD1149
 FD1149.The dynamic height is computed by dividing the NAVD 88
 FD1149.geopotential number by the normal gravity value computed on the
 FD1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1149.degrees latitude (g = 980.6199 gals.).
 FD1149
 FD1149.The modeled gravity was interpolated from observed gravity values.
 FD1149
 FD1149;                    North         East    Units  Estimated Accuracy
 FD1149;SPC TN       -   171,490.      448,310.      MT  (+/- 180 meters Scaled)
 FD1149
 FD1149                          SUPERSEDED SURVEY CONTROL
 FD1149
 FD1149  NGVD 29 (??/??/92)  140.400  (m)          460.63   (f) ADJ UNCH    2 0
 FD1149
 FD1149.Superseded values are not recommended for survey control.
 FD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1149.See file dsdata.txt to determine how the superseded data were derived.
 FD1149
 FD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE386694(NAD 83)
 FD1149_MARKER: DB = BENCH MARK DISK
 FD1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1149_SP_SET: CULVERT
 FD1149_STAMPING: J 218 1959
 FD1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1149
 FD1149  HISTORY     - Date     Condition        Report By
 FD1149  HISTORY     - 1959     MONUMENTED       CGS
 FD1149
 FD1149                          STATION DESCRIPTION
 FD1149
 FD1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1149'0.8 MI NE FROM ONLY.
 FD1149'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1149'6173, GO 0.8 MILE NORTHEAST ON STATE HIGHWAY 6173 TO A LARGE
 FD1149'CONCRETE CULVERT OVER A CREEK, 19 FT. SOUTH OF THE CENTER LINE
 FD1149'OF STATE HIGHWAY 6173, A DISK DRILLED IN THE TOP OF THE EAST
 FD1149'END OF THE SOUTH CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1452 ***********************************************************************
 GC1452  DESIGNATION -  J 219
 GC1452  PID         -  GC1452
 GC1452  STATE/COUNTY-  TN/DICKSON
 GC1452  USGS QUAD   -  BURNS (1986)
 GC1452
 GC1452                         *CURRENT SURVEY CONTROL
 GC1452  ___________________________________________________________________
 GC1452* NAD 83(1986)-  36 01 27.     (N)    087 18 43.     (W)     SCALED    
 GC1452* NAVD 88     -       251.014  (meters)     823.54   (feet)  ADJUSTED  
 GC1452  ___________________________________________________________________
 GC1452  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1452  DYNAMIC HT  -         250.794 (meters)     822.81  (feet)  COMP
 GC1452  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 GC1452
 GC1452  VERT ORDER  -  SECOND    CLASS 0
 GC1452
 GC1452.The horizontal coordinates were scaled from a topographic map and have
 GC1452.an estimated accuracy of +/- 6 seconds.
 GC1452
 GC1452.The orthometric height was determined by differential leveling
 GC1452.and adjusted by the National Geodetic Survey in June 1991..
 GC1452
 GC1452.The geoid height was determined by GEOID03.
 GC1452
 GC1452.The dynamic height is computed by dividing the NAVD 88
 GC1452.geopotential number by the normal gravity value computed on the
 GC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1452.degrees latitude (g = 980.6199 gals.).
 GC1452
 GC1452.The modeled gravity was interpolated from observed gravity values.
 GC1452
 GC1452;                    North         East    Units  Estimated Accuracy
 GC1452;SPC TN       -   188,390.      481,760.      MT  (+/- 180 meters Scaled)
 GC1452
 GC1452                          SUPERSEDED SURVEY CONTROL
 GC1452
 GC1452  NGVD 29 (??/??/92)  251.005  (m)          823.51   (f) ADJ UNCH    2 0
 GC1452
 GC1452.Superseded values are not recommended for survey control.
 GC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1452.See file dsdata.txt to determine how the superseded data were derived.
 GC1452
 GC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE718866(NAD 83)
 GC1452_MARKER: DB = BENCH MARK DISK
 GC1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1452_STAMPING: J 219 1959
 GC1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1452+STABILITY: SURFACE MOTION
 GC1452
 GC1452  HISTORY     - Date     Condition        Report By
 GC1452  HISTORY     - 1959     MONUMENTED       CGS
 GC1452
 GC1452                          STATION DESCRIPTION
 GC1452
 GC1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1452'2 MI NE FROM TIDWELL.
 GC1452'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1452'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1452'MILE NORTH ON A PAVED ROAD, THENCE 1.05 MILE EAST ON A GRAVELED
 GC1452'ROAD TO A T JUNCTION, 44 FT. NORTHEAST OF THE CENTER OF THE T
 GC1452'JUNCTION, 23 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 33
 GC1452'FT. WEST OF THE WEST FENCE CORNER POST, 1.5 FT. SOUTH OF A FENCE,
 GC1452'AND 2 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1452'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 2 FT. ABOVE THE
 GC1452'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0590 ***********************************************************************
 GC0590  DESIGNATION -  J 220
 GC0590  PID         -  GC0590
 GC0590  STATE/COUNTY-  TN/DAVIDSON
 GC0590  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0590
 GC0590                         *CURRENT SURVEY CONTROL
 GC0590  ___________________________________________________________________
 GC0590* NAD 83(1986)-  36 09 09.     (N)    086 50 08.     (W)     SCALED    
 GC0590* NAVD 88     -       159.875  (meters)     524.52   (feet)  ADJUSTED  
 GC0590  ___________________________________________________________________
 GC0590  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0590  DYNAMIC HT  -         159.738 (meters)     524.07  (feet)  COMP
 GC0590  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0590
 GC0590  VERT ORDER  -  SECOND    CLASS 0
 GC0590
 GC0590.The horizontal coordinates were scaled from a topographic map and have
 GC0590.an estimated accuracy of +/- 6 seconds.
 GC0590
 GC0590.The orthometric height was determined by differential leveling
 GC0590.and adjusted by the National Geodetic Survey in June 1991..
 GC0590
 GC0590.The geoid height was determined by GEOID03.
 GC0590
 GC0590.The dynamic height is computed by dividing the NAVD 88
 GC0590.geopotential number by the normal gravity value computed on the
 GC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0590.degrees latitude (g = 980.6199 gals.).
 GC0590
 GC0590.The modeled gravity was interpolated from observed gravity values.
 GC0590
 GC0590;                    North         East    Units  Estimated Accuracy
 GC0590;SPC TN       -   202,160.      524,810.      MT  (+/- 180 meters Scaled)
 GC0590
 GC0590                          SUPERSEDED SURVEY CONTROL
 GC0590
 GC0590  NGVD 29 (??/??/92)  159.895  (m)          524.59   (f) ADJ UNCH    2 0
 GC0590
 GC0590.Superseded values are not recommended for survey control.
 GC0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0590.See file dsdata.txt to determine how the superseded data were derived.
 GC0590
 GC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF147008(NAD 83)
 GC0590_MARKER: DB = BENCH MARK DISK
 GC0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0590_STAMPING: J 220 1959
 GC0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0590+STABILITY: SURFACE MOTION
 GC0590
 GC0590  HISTORY     - Date     Condition        Report By
 GC0590  HISTORY     - 1959     MONUMENTED       CGS
 GC0590
 GC0590                          STATION DESCRIPTION
 GC0590
 GC0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0590'0.4 MI E FROM NASHVILLE.
 GC0590'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0590'NASHVILLE, GO EAST ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR 0.4
 GC0590'MILE TO A RAIL ROAD CROSSING, 67 FT. NORTH OF THE CENTER OF
 GC0590'CHARLOTTE AVENUE AND THE RAIL ROAD CROSSING, 9.5 FT. WEST OF
 GC0590'THE WEST RAIL OF THE MAIN TRACK, 6.2 FT. EAST OF A FENCE, A DISK
 GC0590'DRILLED IN THE TOP OF A CONCRETE FOUNDATION FOR 2 SIGNAL BOXES
 GC0590'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0526 ***********************************************************************
 GC0526  DESIGNATION -  J 221
 GC0526  PID         -  GC0526
 GC0526  STATE/COUNTY-  TN/SUMNER
 GC0526  USGS QUAD   -  WHITE HOUSE (1981)
 GC0526
 GC0526                         *CURRENT SURVEY CONTROL
 GC0526  ___________________________________________________________________
 GC0526* NAD 83(1986)-  36 24 08.     (N)    086 43 16.     (W)     SCALED    
 GC0526* NAVD 88     -       176.160  (meters)     577.95   (feet)  ADJUSTED  
 GC0526  ___________________________________________________________________
 GC0526  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0526  DYNAMIC HT  -         176.009 (meters)     577.46  (feet)  COMP
 GC0526  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC0526
 GC0526  VERT ORDER  -  SECOND    CLASS 0
 GC0526
 GC0526.The horizontal coordinates were scaled from a topographic map and have
 GC0526.an estimated accuracy of +/- 6 seconds.
 GC0526
 GC0526.The orthometric height was determined by differential leveling
 GC0526.and adjusted by the National Geodetic Survey in June 1991..
 GC0526
 GC0526.The geoid height was determined by GEOID03.
 GC0526
 GC0526.The dynamic height is computed by dividing the NAVD 88
 GC0526.geopotential number by the normal gravity value computed on the
 GC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0526.degrees latitude (g = 980.6199 gals.).
 GC0526
 GC0526.The modeled gravity was interpolated from observed gravity values.
 GC0526
 GC0526;                    North         East    Units  Estimated Accuracy
 GC0526;SPC TN       -   229,780.      535,310.      MT  (+/- 180 meters Scaled)
 GC0526
 GC0526                          SUPERSEDED SURVEY CONTROL
 GC0526
 GC0526  NGVD 29 (??/??/92)  176.212  (m)          578.12   (f) ADJ UNCH    2 0
 GC0526
 GC0526.Superseded values are not recommended for survey control.
 GC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0526.See file dsdata.txt to determine how the superseded data were derived.
 GC0526
 GC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250285(NAD 83)
 GC0526_MARKER: DB = BENCH MARK DISK
 GC0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0526_STAMPING: J 221 1959
 GC0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0526+STABILITY: SURFACE MOTION
 GC0526
 GC0526  HISTORY     - Date     Condition        Report By
 GC0526  HISTORY     - 1959     MONUMENTED       CGS
 GC0526  HISTORY     - 1960     GOOD             NGS
 GC0526
 GC0526                          STATION DESCRIPTION
 GC0526
 GC0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0526'2.4 MI N FROM MILLERSVILLE.
 GC0526'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO NORTH ON
 GC0526'U.S. HIGHWAY 31 W FOR 0.3 MILE, THENCE 2.0 MILE NORTHWEST ON A
 GC0526'GRAVELED ROAD, THENCE 0.1 MILE NORTH ON A GRAVELED ROAD LEADING
 GC0526'TO A FARM HOUSE, 42 FT. EAST OF POWER LINE POLE NO. J33AT8, 22 FT.
 GC0526'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 5 FT. NORTHEAST OF
 GC0526'THE NORTHEAST CORNER OF A SMALL BUILDING, 2 FT. SOUTH OF A
 GC0526'FENCE CORNER POST AND 2 FT. NORTHEAST OF A WITNESS SIGN, A DISK
 GC0526'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT
 GC0526'1 FT. ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS ABOUT 1 MILE
 GC0526'SOUTH OF SLATER 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0488 ***********************************************************************
 GC0488  DESIGNATION -  J 222
 GC0488  PID         -  GC0488
 GC0488  STATE/COUNTY-  TN/DAVIDSON
 GC0488  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0488
 GC0488                         *CURRENT SURVEY CONTROL
 GC0488  ___________________________________________________________________
 GC0488* NAD 83(1986)-  36 12 11.     (N)    086 46 10.     (W)     SCALED    
 GC0488* NAVD 88     -       152.788  (meters)     501.27   (feet)  ADJUSTED  
 GC0488  ___________________________________________________________________
 GC0488  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0488  DYNAMIC HT  -         152.657 (meters)     500.84  (feet)  COMP
 GC0488  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC0488
 GC0488  VERT ORDER  -  SECOND    CLASS 0
 GC0488
 GC0488.The horizontal coordinates were scaled from a topographic map and have
 GC0488.an estimated accuracy of +/- 6 seconds.
 GC0488
 GC0488.The orthometric height was determined by differential leveling
 GC0488.and adjusted by the National Geodetic Survey in June 1991..
 GC0488
 GC0488.The geoid height was determined by GEOID03.
 GC0488
 GC0488.The dynamic height is computed by dividing the NAVD 88
 GC0488.geopotential number by the normal gravity value computed on the
 GC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0488.degrees latitude (g = 980.6199 gals.).
 GC0488
 GC0488.The modeled gravity was interpolated from observed gravity values.
 GC0488
 GC0488;                    North         East    Units  Estimated Accuracy
 GC0488;SPC TN       -   207,720.      530,810.      MT  (+/- 180 meters Scaled)
 GC0488
 GC0488                          SUPERSEDED SURVEY CONTROL
 GC0488
 GC0488  NGVD 29 (??/??/92)  152.817  (m)          501.37   (f) ADJ UNCH    2 0
 GC0488
 GC0488.Superseded values are not recommended for survey control.
 GC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0488.See file dsdata.txt to determine how the superseded data were derived.
 GC0488
 GC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF207064(NAD 83)
 GC0488_MARKER: DB = BENCH MARK DISK
 GC0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0488_STAMPING: J 222 1960
 GC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0488+STABILITY: SURFACE MOTION
 GC0488
 GC0488  HISTORY     - Date     Condition        Report By
 GC0488  HISTORY     - 1960     MONUMENTED       CGS
 GC0488
 GC0488                          STATION DESCRIPTION
 GC0488
 GC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0488'AT NASHVILLE.
 GC0488'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0488'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO SOUTH ON
 GC0488'DICKERSON ROAD FOR 0.2 MILE TO A ROOT BEER STAND ON THE RIGHT.
 GC0488'THE BENCH MARK IS 61 FT. SOUTH OF THE SOUTHEAST CORNER OF THE
 GC0488'ROOT BEER STAND, 39 FT. WEST OF THE CENTER OF DICKERSON ROAD, 16
 GC0488'FT. SOUTH OF A POWER LINE POLE, 8 FT. WEST OF A FENCE AND 1.5
 GC0488'FT. WEST OF A WITNESS SIGN SET IN TOP OF A CONCRETE POST
 GC0488'PROJECTING 3 INCHES AND ABOUT 3 FT. BELOW THE LEVEL OF THE
 GC0488'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0683 ***********************************************************************
 GC0683  DESIGNATION -  J 223
 GC0683  PID         -  GC0683
 GC0683  STATE/COUNTY-  TN/WILLIAMSON
 GC0683  USGS QUAD   -  OAK HILL (1968)
 GC0683
 GC0683                         *CURRENT SURVEY CONTROL
 GC0683  ___________________________________________________________________
 GC0683* NAD 83(1986)-  36 00 40.     (N)    086 47 09.     (W)     SCALED    
 GC0683* NAVD 88     -       212.930  (meters)     698.59   (feet)  ADJUSTED  
 GC0683  ___________________________________________________________________
 GC0683  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0683  DYNAMIC HT  -         212.745 (meters)     697.98  (feet)  COMP
 GC0683  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 GC0683
 GC0683  VERT ORDER  -  SECOND    CLASS 0
 GC0683
 GC0683.The horizontal coordinates were scaled from a topographic map and have
 GC0683.an estimated accuracy of +/- 6 seconds.
 GC0683
 GC0683.The orthometric height was determined by differential leveling
 GC0683.and adjusted by the National Geodetic Survey in June 1991..
 GC0683
 GC0683.The geoid height was determined by GEOID03.
 GC0683
 GC0683.The dynamic height is computed by dividing the NAVD 88
 GC0683.geopotential number by the normal gravity value computed on the
 GC0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0683.degrees latitude (g = 980.6199 gals.).
 GC0683
 GC0683.The modeled gravity was interpolated from observed gravity values.
 GC0683
 GC0683;                    North         East    Units  Estimated Accuracy
 GC0683;SPC TN       -   186,430.      529,160.      MT  (+/- 180 meters Scaled)
 GC0683
 GC0683                          SUPERSEDED SURVEY CONTROL
 GC0683
 GC0683  NGVD 29 (??/??/92)  212.935  (m)          698.60   (f) ADJ UNCH    2 0
 GC0683
 GC0683.Superseded values are not recommended for survey control.
 GC0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0683.See file dsdata.txt to determine how the superseded data were derived.
 GC0683
 GC0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193852(NAD 83)
 GC0683_MARKER: DB = BENCH MARK DISK
 GC0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0683_STAMPING: J 223 1960
 GC0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0683+STABILITY: SURFACE MOTION
 GC0683
 GC0683  HISTORY     - Date     Condition        Report By
 GC0683  HISTORY     - 1960     MONUMENTED       CGS
 GC0683
 GC0683                          STATION DESCRIPTION
 GC0683
 GC0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0683'2.2 MI S FROM BRENTWOOD.
 GC0683'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0683'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN 0.8
 GC0683'MILE SOUTH ON INTERSTATE HIGHWAY 65 TO THE CROSSING OF THE L.
 GC0683'AND N. RAILROAD.  THE BENCH MARK IS ABOUT 300 FT. NORTH OF
 GC0683'INTERSTATE HIGHWAY 65, 12 FT. SOUTH OF A TOOL SHED, 11.5FT.
 GC0683'EAST OF THE EAST RAIL OF THE RAILROAD.  THE DISK IS CEMENTED IN
 GC0683'A DRILL HOLE IN THE TOP OF THE SOUTH END OF A CONCRETE FOUNDATION
 GC0683'FOR A SWITCH BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0594 ***********************************************************************
 FD0594  DESIGNATION -  J 224
 FD0594  PID         -  FD0594
 FD0594  STATE/COUNTY-  TN/MAURY
 FD0594  USGS QUAD   -  GLENDALE (1981)
 FD0594
 FD0594                         *CURRENT SURVEY CONTROL
 FD0594  ___________________________________________________________________
 FD0594* NAD 83(1986)-  35 33 00.     (N)    086 54 29.     (W)     SCALED    
 FD0594* NAVD 88     -       205.299  (meters)     673.55   (feet)  ADJUSTED  
 FD0594  ___________________________________________________________________
 FD0594  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0594  DYNAMIC HT  -         205.117 (meters)     672.95  (feet)  COMP
 FD0594  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0594
 FD0594  VERT ORDER  -  SECOND    CLASS 0
 FD0594
 FD0594.The horizontal coordinates were scaled from a topographic map and have
 FD0594.an estimated accuracy of +/- 6 seconds.
 FD0594
 FD0594.The orthometric height was determined by differential leveling
 FD0594.and adjusted by the National Geodetic Survey in June 1991..
 FD0594
 FD0594.The geoid height was determined by GEOID03.
 FD0594
 FD0594.The dynamic height is computed by dividing the NAVD 88
 FD0594.geopotential number by the normal gravity value computed on the
 FD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0594.degrees latitude (g = 980.6199 gals.).
 FD0594
 FD0594.The modeled gravity was interpolated from observed gravity values.
 FD0594
 FD0594;                    North         East    Units  Estimated Accuracy
 FD0594;SPC TN       -   135,370.      517,670.      MT  (+/- 180 meters Scaled)
 FD0594
 FD0594                          SUPERSEDED SURVEY CONTROL
 FD0594
 FD0594  NGVD 29 (??/??/92)  205.283  (m)          673.50   (f) ADJ UNCH    2 0
 FD0594
 FD0594.Superseded values are not recommended for survey control.
 FD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0594.See file dsdata.txt to determine how the superseded data were derived.
 FD0594
 FD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE083340(NAD 83)
 FD0594_MARKER: DB = BENCH MARK DISK
 FD0594_SETTING: 66 = SET IN ROCK OUTCROP
 FD0594_SP_SET: OUTCROPPING BEDROCK
 FD0594_STAMPING: J 224 1960
 FD0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0594+STABILITY: POSITION/ELEVATION WELL
 FD0594
 FD0594  HISTORY     - Date     Condition        Report By
 FD0594  HISTORY     - 1960     MONUMENTED       CGS
 FD0594  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0594
 FD0594                          STATION DESCRIPTION
 FD0594
 FD0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0594'2.6 MI NW FROM BRYANT.
 FD0594'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0594'50 FOR 0.7 MILE, THEN 1.9 MILE NORTH ON INTERSTATE HIGHWAY 65.
 FD0594'THE BENCH MARK IS ABOUT 215 FT. SOUTHWEST OF THE CENTER OF
 FD0594'INTERSTATE HIGHWAY 65, 20 FT. SOUTHWEST OF THE CENTER OF A TRACK
 FD0594'ROAD, 18 FT. EAST OF THE CENTER OF A GATE AND TRACK ROAD AND 10 FT.
 FD0594'NORTHWEST OF A LONE CEDAR TREE WITH A WITNESS SIGN NAILED TO IT.
 FD0594'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 FD0594'BEDROCK.
 FD0594
 FD0594                          STATION RECOVERY (1972)
 FD0594
 FD0594'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0432 ***********************************************************************
 FD0432  DESIGNATION -  J 225
 FD0432  PID         -  FD0432
 FD0432  STATE/COUNTY-  TN/GILES
 FD0432  USGS QUAD   -  TARPLEY (1982)
 FD0432
 FD0432                         *CURRENT SURVEY CONTROL
 FD0432  ___________________________________________________________________
 FD0432* NAD 83(1986)-  35 08 17.     (N)    086 52 40.     (W)     SCALED    
 FD0432* NAVD 88     -       203.414  (meters)     667.37   (feet)  ADJUSTED  
 FD0432  ___________________________________________________________________
 FD0432  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0432  DYNAMIC HT  -         203.225 (meters)     666.75  (feet)  COMP
 FD0432  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FD0432
 FD0432  VERT ORDER  -  SECOND    CLASS 0
 FD0432
 FD0432.The horizontal coordinates were scaled from a topographic map and have
 FD0432.an estimated accuracy of +/- 6 seconds.
 FD0432
 FD0432.The orthometric height was determined by differential leveling
 FD0432.and adjusted by the National Geodetic Survey in June 1991..
 FD0432
 FD0432.The geoid height was determined by GEOID03.
 FD0432
 FD0432.The dynamic height is computed by dividing the NAVD 88
 FD0432.geopotential number by the normal gravity value computed on the
 FD0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0432.degrees latitude (g = 980.6199 gals.).
 FD0432
 FD0432.The modeled gravity was interpolated from observed gravity values.
 FD0432
 FD0432;                    North         East    Units  Estimated Accuracy
 FD0432;SPC TN       -    89,640.      520,000.      MT  (+/- 180 meters Scaled)
 FD0432
 FD0432                          SUPERSEDED SURVEY CONTROL
 FD0432
 FD0432  NGVD 29 (??/??/92)  203.387  (m)          667.28   (f) ADJ UNCH    2 0
 FD0432
 FD0432.Superseded values are not recommended for survey control.
 FD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0432.See file dsdata.txt to determine how the superseded data were derived.
 FD0432
 FD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111883(NAD 83)
 FD0432_MARKER: DB = BENCH MARK DISK
 FD0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0432_SP_SET: BRIDGE
 FD0432_STAMPING: J 225 1960
 FD0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0432
 FD0432  HISTORY     - Date     Condition        Report By
 FD0432  HISTORY     - 1960     MONUMENTED       CGS
 FD0432
 FD0432                          STATION DESCRIPTION
 FD0432
 FD0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0432'AT BUNKER HILL.
 FD0432'FROM THE T JUNCTION IN BUNKER HILL, GO WEST ON A PAVED ROAD FOR
 FD0432'0.1 MILE TO A CONCRETE BRIDGE.  THE BENCH MARK IS CEMENTED IN
 FD0432'A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE NORTH
 FD0432'CONCRETE HEADWALL OF THE BRIDGE, 13 FT. NORTH OF THE CENTER OF
 FD0432'THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0433 ***********************************************************************
 FD0433  DESIGNATION -  J 225 RESET
 FD0433  PID         -  FD0433
 FD0433  STATE/COUNTY-  TN/GILES
 FD0433  USGS QUAD   -  TARPLEY (1982)
 FD0433
 FD0433                         *CURRENT SURVEY CONTROL
 FD0433  ___________________________________________________________________
 FD0433* NAD 83(1986)-  35 08 17.     (N)    086 52 40.     (W)     SCALED    
 FD0433* NAVD 88     -       203.35   (+/-2cm)     667.2    (feet)  VERTCON   
 FD0433  ___________________________________________________________________
 FD0433  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0433
 FD0433  VERT ORDER  -  THIRD (See Below)
 FD0433
 FD0433.The horizontal coordinates were scaled from a topographic map and have
 FD0433.an estimated accuracy of +/- 6 seconds.
 FD0433
 FD0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0433.The vertical order pertains to the NGVD 29 superseded value.
 FD0433
 FD0433.The geoid height was determined by GEOID03.
 FD0433
 FD0433;                    North         East    Units  Estimated Accuracy
 FD0433;SPC TN       -    89,640.      520,000.      MT  (+/- 180 meters Scaled)
 FD0433
 FD0433                          SUPERSEDED SURVEY CONTROL
 FD0433
 FD0433  NGVD 29 (??/??/??)  203.32   (m)          667.1    (f) RESET       3  
 FD0433
 FD0433.Superseded values are not recommended for survey control.
 FD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0433.See file dsdata.txt to determine how the superseded data were derived.
 FD0433
 FD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111883(NAD 83)
 FD0433_MARKER: DB = BENCH MARK DISK
 FD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0433_STAMPING: J 225 1960 RESET 1963
 FD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0433+STABILITY: SURFACE MOTION
 FD0433
 FD0433  HISTORY     - Date     Condition        Report By
 FD0433  HISTORY     - 1963     MONUMENTED       TNHD
 FD0433
 FD0433                          STATION DESCRIPTION
 FD0433
 FD0433'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0433'AT BUNKER HILL.
 FD0433'THE MARK IS LOCATED AT THE T JUNCTION IN BUNKER HILL, 36 FEET
 FD0433'NORTHWEST OF THE CENTER OF THE T JUNCTION, 25 FEET SOUTH OF
 FD0433'UTILITY POLE NO. B-473, 11 FEET WEST OF A FENCE CORNER AND 2.3
 FD0433'FEET WEST OF A WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH
 FD0433'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0246 ***********************************************************************
 GC0246  DESIGNATION -  J 226
 GC0246  PID         -  GC0246
 GC0246  STATE/COUNTY-  TN/WILSON
 GC0246  USGS QUAD   -  MARTHA (1975)
 GC0246
 GC0246                         *CURRENT SURVEY CONTROL
 GC0246  ___________________________________________________________________
 GC0246* NAD 83(1986)-  36 10 44.     (N)    086 27 23.     (W)     SCALED    
 GC0246* NAVD 88     -       176.561  (meters)     579.27   (feet)  ADJUSTED  
 GC0246  ___________________________________________________________________
 GC0246  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0246  DYNAMIC HT  -         176.411 (meters)     578.78  (feet)  COMP
 GC0246  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GC0246
 GC0246  VERT ORDER  -  SECOND    CLASS 0
 GC0246
 GC0246.The horizontal coordinates were scaled from a topographic map and have
 GC0246.an estimated accuracy of +/- 6 seconds.
 GC0246
 GC0246.The orthometric height was determined by differential leveling
 GC0246.and adjusted by the National Geodetic Survey in June 1991..
 GC0246
 GC0246.The geoid height was determined by GEOID03.
 GC0246
 GC0246.The dynamic height is computed by dividing the NAVD 88
 GC0246.geopotential number by the normal gravity value computed on the
 GC0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0246.degrees latitude (g = 980.6199 gals.).
 GC0246
 GC0246.The modeled gravity was interpolated from observed gravity values.
 GC0246
 GC0246;                    North         East    Units  Estimated Accuracy
 GC0246;SPC TN       -   204,860.      558,950.      MT  (+/- 180 meters Scaled)
 GC0246
 GC0246                          SUPERSEDED SURVEY CONTROL
 GC0246
 GC0246  NGVD 29 (??/??/92)  176.612  (m)          579.43   (f) ADJ UNCH    2 0
 GC0246
 GC0246.Superseded values are not recommended for survey control.
 GC0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0246.See file dsdata.txt to determine how the superseded data were derived.
 GC0246
 GC0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF488039(NAD 83)
 GC0246_MARKER: DB = BENCH MARK DISK
 GC0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0246_STAMPING: J 226 1960
 GC0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0246+STABILITY: SURFACE MOTION
 GC0246
 GC0246  HISTORY     - Date     Condition        Report By
 GC0246  HISTORY     - 1960     MONUMENTED       CGS
 GC0246  HISTORY     - 20010226 GOOD             TNDT
 GC0246
 GC0246                          STATION DESCRIPTION
 GC0246
 GC0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0246'5 MI SE FROM MOUNT JULIET.
 GC0246'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0246'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0246'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0246'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED ROAD,
 GC0246'THEN 1.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION
 GC0246'OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 200 FT. SOUTH OF
 GC0246'THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 45 FT. NORTH
 GC0246'OF A POWER LINE POLE, 29 FT. WEST OF THE CENTER OF THE GRAVELED ROAD,
 GC0246'31 FT. SOUTHWEST OF THE CENTER OF THE WEST END OF A ROCK AND
 GC0246'CONCRETE CULVERT, 0.9 FT. EAST OF A FENCE, AND 2.7 FT. SOUTH OF A
 GC0246'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0246'PROJECTING 3 INCHES.
 GC0246
 GC0246                          STATION RECOVERY (2001)
 GC0246
 GC0246'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0297 ***********************************************************************
 GC0297  DESIGNATION -  J 227
 GC0297  PID         -  GC0297
 GC0297  STATE/COUNTY-  TN/SMITH
 GC0297  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0297
 GC0297                         *CURRENT SURVEY CONTROL
 GC0297  ___________________________________________________________________
 GC0297* NAD 83(1986)-  36 10 42.     (N)    086 00 17.     (W)     SCALED    
 GC0297* NAVD 88     -       171.469  (meters)     562.56   (feet)  ADJUSTED  
 GC0297  ___________________________________________________________________
 GC0297  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0297  DYNAMIC HT  -         171.323 (meters)     562.08  (feet)  COMP
 GC0297  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0297
 GC0297  VERT ORDER  -  SECOND    CLASS 0
 GC0297
 GC0297.The horizontal coordinates were scaled from a topographic map and have
 GC0297.an estimated accuracy of +/- 6 seconds.
 GC0297
 GC0297.The orthometric height was determined by differential leveling
 GC0297.and adjusted by the National Geodetic Survey in June 1991..
 GC0297
 GC0297.The geoid height was determined by GEOID03.
 GC0297
 GC0297.The dynamic height is computed by dividing the NAVD 88
 GC0297.geopotential number by the normal gravity value computed on the
 GC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0297.degrees latitude (g = 980.6199 gals.).
 GC0297
 GC0297.The modeled gravity was interpolated from observed gravity values.
 GC0297
 GC0297;                    North         East    Units  Estimated Accuracy
 GC0297;SPC TN       -   204,700.      599,580.      MT  (+/- 180 meters Scaled)
 GC0297
 GC0297                          SUPERSEDED SURVEY CONTROL
 GC0297
 GC0297  NGVD 29 (??/??/92)  171.532  (m)          562.77   (f) ADJ UNCH    2 0
 GC0297
 GC0297.Superseded values are not recommended for survey control.
 GC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0297.See file dsdata.txt to determine how the superseded data were derived.
 GC0297
 GC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF895041(NAD 83)
 GC0297_MARKER: DB = BENCH MARK DISK
 GC0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0297_STAMPING: J 227 1960
 GC0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0297+STABILITY: SURFACE MOTION
 GC0297
 GC0297  HISTORY     - Date     Condition        Report By
 GC0297  HISTORY     - 1960     MONUMENTED       CGS
 GC0297
 GC0297                          STATION DESCRIPTION
 GC0297
 GC0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0297'0.4 MI N FROM NEW MIDDLETON.
 GC0297'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0297'141 FOR 0.05 MILE, THEN 0.3 MILE NORTH ON A GRAVELED ROAD TO
 GC0297'THE NEW MIDDLETON BAPTIST CHURCH.  THE BENCH MARK IS ABOUT 212
 GC0297'FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0297'48 FT. NORTHEAST OF THE NORTHWEST CORNER OF THE NEW MIDDLETON
 GC0297'BAPTIST CHURCH, 37 FT. WEST OF THE CENTER OF THE GRAVELED ROAD,
 GC0297'3.4 FT. WEST OF A FENCE CORNER, AND 1.7 FT. WEST OF A WITNESS
 GC0297'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 GC0297'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0068 ***********************************************************************
 FD0068  DESIGNATION -  J 228
 FD0068  PID         -  FD0068
 FD0068  STATE/COUNTY-  TN/RUTHERFORD
 FD0068  USGS QUAD   -  MURFREESBORO (1983)
 FD0068
 FD0068                         *CURRENT SURVEY CONTROL
 FD0068  ___________________________________________________________________
 FD0068* NAD 83(1986)-  35 51 38.     (N)    086 27 01.     (W)     SCALED    
 FD0068* NAVD 88     -       185.020  (meters)     607.02   (feet)  ADJUSTED  
 FD0068  ___________________________________________________________________
 FD0068  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0068  DYNAMIC HT  -         184.859 (meters)     606.49  (feet)  COMP
 FD0068  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 FD0068
 FD0068  VERT ORDER  -  SECOND    CLASS 0
 FD0068
 FD0068.The horizontal coordinates were scaled from a topographic map and have
 FD0068.an estimated accuracy of +/- 6 seconds.
 FD0068
 FD0068.The orthometric height was determined by differential leveling
 FD0068.and adjusted by the National Geodetic Survey in June 1991..
 FD0068
 FD0068.The geoid height was determined by GEOID03.
 FD0068
 FD0068.The dynamic height is computed by dividing the NAVD 88
 FD0068.geopotential number by the normal gravity value computed on the
 FD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0068.degrees latitude (g = 980.6199 gals.).
 FD0068
 FD0068.The modeled gravity was interpolated from observed gravity values.
 FD0068
 FD0068;                    North         East    Units  Estimated Accuracy
 FD0068;SPC TN       -   169,540.      559,330.      MT  (+/- 180 meters Scaled)
 FD0068
 FD0068                          SUPERSEDED SURVEY CONTROL
 FD0068
 FD0068  NGVD 29 (??/??/92)  185.033  (m)          607.06   (f) ADJ UNCH    2 0
 FD0068
 FD0068.Superseded values are not recommended for survey control.
 FD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0068.See file dsdata.txt to determine how the superseded data were derived.
 FD0068
 FD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE496686(NAD 83)
 FD0068_MARKER: DB = BENCH MARK DISK
 FD0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0068_STAMPING: J 228 1960
 FD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0068+STABILITY: SURFACE MOTION
 FD0068
 FD0068  HISTORY     - Date     Condition        Report By
 FD0068  HISTORY     - 1960     MONUMENTED       CGS
 FD0068  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0068
 FD0068                          STATION DESCRIPTION
 FD0068
 FD0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0068'6.6 MI W FROM MURFREESBORO.
 FD0068'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0068'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0068'4.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 24 TO THE INTERSECTION
 FD0068'OF GRISHAM LANE.  THE BENCH MARK IS ABOUT 300 FT. SOUTH OF THE
 FD0068'CENTER OF PROPOSED INTERSTATE HIGHWAY 24, 51 FT. NORTH OF THE
 FD0068'CENTER OF A GATE AT A FENCE CORNER, 20 FT. WEST OF THE CENTER
 FD0068'OF GRISHAM LANE, 1 FT. EAST OF A FENCE LINE, AND 1.5 FT. SOUTH
 FD0068'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0068'PROJECTING 2 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF GRISHAM
 FD0068'LANE.
 FD0068
 FD0068                          STATION RECOVERY (2001)
 FD0068
 FD0068'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0143 ***********************************************************************
 FD0143  DESIGNATION -  J 229
 FD0143  PID         -  FD0143
 FD0143  STATE/COUNTY-  TN/COFFEE
 FD0143  USGS QUAD   -  FREDONIA (1976)
 FD0143
 FD0143                         *CURRENT SURVEY CONTROL
 FD0143  ___________________________________________________________________
 FD0143* NAD 83(1986)-  35 30 15.     (N)    086 07 02.     (W)     SCALED    
 FD0143* NAVD 88     -       329.299  (meters)    1080.38   (feet)  ADJUSTED  
 FD0143  ___________________________________________________________________
 FD0143  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD0143  DYNAMIC HT  -         328.985 (meters)    1079.35  (feet)  COMP
 FD0143  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FD0143
 FD0143  VERT ORDER  -  SECOND    CLASS 0
 FD0143
 FD0143.The horizontal coordinates were scaled from a topographic map and have
 FD0143.an estimated accuracy of +/- 6 seconds.
 FD0143
 FD0143.The orthometric height was determined by differential leveling
 FD0143.and adjusted by the National Geodetic Survey in June 1991..
 FD0143
 FD0143.The geoid height was determined by GEOID03.
 FD0143
 FD0143.The dynamic height is computed by dividing the NAVD 88
 FD0143.geopotential number by the normal gravity value computed on the
 FD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0143.degrees latitude (g = 980.6199 gals.).
 FD0143
 FD0143.The modeled gravity was interpolated from observed gravity values.
 FD0143
 FD0143;                    North         East    Units  Estimated Accuracy
 FD0143;SPC TN       -   129,910.      589,370.      MT  (+/- 180 meters Scaled)
 FD0143
 FD0143                          SUPERSEDED SURVEY CONTROL
 FD0143
 FD0143  NGVD 29 (??/??/92)  329.291  (m)         1080.35   (f) ADJ UNCH    2 0
 FD0143
 FD0143.Superseded values are not recommended for survey control.
 FD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0143.See file dsdata.txt to determine how the superseded data were derived.
 FD0143
 FD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE800293(NAD 83)
 FD0143_MARKER: DB = BENCH MARK DISK
 FD0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0143_SP_SET: CULVERT
 FD0143_STAMPING: J 229 1960
 FD0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0143
 FD0143  HISTORY     - Date     Condition        Report By
 FD0143  HISTORY     - 1960     MONUMENTED       CGS
 FD0143
 FD0143                          STATION DESCRIPTION
 FD0143
 FD0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0143'2.2 MI NW FROM MANCHESTER.
 FD0143'FROM THE COURT HOUSE IN MANCHESTER, GO 2.15 MILES NORTHWEST
 FD0143'ON U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.
 FD0143'THE BENCH MARK IS ABOUT 100 FT. SOUTHWEST OF A LARGE BARN WITH
 FD0143'SEE ROCK CITY PAINTED ON THE ROOF, 25 FT. NORTHEAST OF THE
 FD0143'CENTER OF U.S. HIGHWAY 41.  THE DISK IS CEMENTED IN A DRILL
 FD0143'HOLE IN TOP OF THE NORTHEAST CONCRETE HEADWALL OF THE CULVERT
 FD0143'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0279 ***********************************************************************
 GD0279  DESIGNATION -  J 23
 GD0279  PID         -  GD0279
 GD0279  STATE/COUNTY-  TN/WEAKLEY
 GD0279  USGS QUAD   -  PILLOWVILLE (1985)
 GD0279
 GD0279                         *CURRENT SURVEY CONTROL
 GD0279  ___________________________________________________________________
 GD0279* NAD 83(1986)-  36 14 21.     (N)    088 38 12.     (W)     SCALED    
 GD0279* NAVD 88     -       114.285  (meters)     374.95   (feet)  ADJUSTED  
 GD0279  ___________________________________________________________________
 GD0279  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD0279  DYNAMIC HT  -         114.190 (meters)     374.64  (feet)  COMP
 GD0279  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GD0279
 GD0279  VERT ORDER  -  SECOND    CLASS 0
 GD0279
 GD0279.The horizontal coordinates were scaled from a topographic map and have
 GD0279.an estimated accuracy of +/- 6 seconds.
 GD0279
 GD0279.The orthometric height was determined by differential leveling
 GD0279.and adjusted by the National Geodetic Survey in June 1991..
 GD0279
 GD0279.The geoid height was determined by GEOID03.
 GD0279
 GD0279.The dynamic height is computed by dividing the NAVD 88
 GD0279.geopotential number by the normal gravity value computed on the
 GD0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0279.degrees latitude (g = 980.6199 gals.).
 GD0279
 GD0279.The modeled gravity was interpolated from observed gravity values.
 GD0279
 GD0279;                    North         East    Units  Estimated Accuracy
 GD0279;SPC TN       -   214,650.      363,020.      MT  (+/- 180 meters Scaled)
 GD0279
 GD0279                          SUPERSEDED SURVEY CONTROL
 GD0279
 GD0279  NGVD 29 (??/??/??)  114.322  (m)          375.07   (f) ADJUSTED    2 0
 GD0279
 GD0279.Superseded values are not recommended for survey control.
 GD0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0279.See file dsdata.txt to determine how the superseded data were derived.
 GD0279
 GD0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF529117(NAD 83)
 GD0279_MARKER: DB = BENCH MARK DISK
 GD0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0279_STAMPING: J 23 1934 375.213
 GD0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0279+STABILITY: SURFACE MOTION
 GD0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0279+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0279
 GD0279  HISTORY     - Date     Condition        Report By
 GD0279  HISTORY     - 1934     MONUMENTED       CGS
 GD0279  HISTORY     - 1967     GOOD             CGS
 GD0279  HISTORY     - 20020826 GOOD             USACE
 GD0279
 GD0279                          STATION DESCRIPTION
 GD0279
 GD0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0279'2.2 MI NW FROM GLEASON.
 GD0279'ABOUT 2.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0279'RAILROAD FROM GLEASON, AT A GRAVELED ROAD CROSSING, 28 POLES
 GD0279'NORTHWEST OF MILE POST 126, 36 FEET NORTH OF THE APPROXIMATE
 GD0279'CENTER OF THE GRAVELED ROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST
 GD0279'RAIL OF THE RAILROAD TRACK, 19 FEET EAST OF A 16-INCH HICKORY
 GD0279'TREE, 1.5 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 0.7
 GD0279'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD
 GD0279'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD0279'MONUMENT ABOUT LEVEL WITH THE TRACK.
 GD0279
 GD0279                          STATION RECOVERY (2002)
 GD0279
 GD0279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1845 ***********************************************************************
 GB1845  DESIGNATION -  J 230
 GB1845  PID         -  GB1845
 GB1845  STATE/COUNTY-  TN/PUTNAM
 GB1845  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1845
 GB1845                         *CURRENT SURVEY CONTROL
 GB1845  ___________________________________________________________________
 GB1845* NAD 83(1986)-  36 08 10.     (N)    085 33 35.     (W)     SCALED    
 GB1845* NAVD 88     -       314.485  (meters)    1031.77   (feet)  ADJUSTED  
 GB1845  ___________________________________________________________________
 GB1845  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB1845  DYNAMIC HT  -         314.204 (meters)    1030.85  (feet)  COMP
 GB1845  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB1845
 GB1845  VERT ORDER  -  SECOND    CLASS 0
 GB1845
 GB1845.The horizontal coordinates were scaled from a topographic map and have
 GB1845.an estimated accuracy of +/- 6 seconds.
 GB1845
 GB1845.The orthometric height was determined by differential leveling
 GB1845.and adjusted by the National Geodetic Survey in June 1991..
 GB1845
 GB1845.The geoid height was determined by GEOID03.
 GB1845
 GB1845.The dynamic height is computed by dividing the NAVD 88
 GB1845.geopotential number by the normal gravity value computed on the
 GB1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1845.degrees latitude (g = 980.6199 gals.).
 GB1845
 GB1845.The modeled gravity was interpolated from observed gravity values.
 GB1845
 GB1845;                    North         East    Units  Estimated Accuracy
 GB1845;SPC TN       -   200,110.      639,630.      MT  (+/- 180 meters Scaled)
 GB1845
 GB1845                          SUPERSEDED SURVEY CONTROL
 GB1845
 GB1845  NGVD 29 (??/??/92)  314.553  (m)         1032.00   (f) ADJ UNCH    2 0
 GB1845
 GB1845.Superseded values are not recommended for survey control.
 GB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1845.See file dsdata.txt to determine how the superseded data were derived.
 GB1845
 GB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF295000(NAD 83)
 GB1845_MARKER: DB = BENCH MARK DISK
 GB1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1845_STAMPING: J 230 1960
 GB1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1845+STABILITY: SURFACE MOTION
 GB1845
 GB1845  HISTORY     - Date     Condition        Report By
 GB1845  HISTORY     - 1960     MONUMENTED       CGS
 GB1845
 GB1845                          STATION DESCRIPTION
 GB1845
 GB1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1845'5.2 MI SW FROM COOKEVILLE.
 GB1845'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1845'HIGHWAY 42, THEN 3.35 MILES WEST ON INTERSTATE HIGHWAY 40.  THE
 GB1845'BENCH MARK IS ABOUT 101 FT. NORTH OF THE CENTER OF THE WEST BOUND
 GB1845'TRAFFIC LANES OF INTERSTATE HIGHWAY 40 NOW UNDER CONSTRUCTION,
 GB1845'77 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, 12 FT. EAST OF A 24-INCH
 GB1845'POPLAR TREE, AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 GB1845'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB1845'3 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS 0.9
 GB1845'MILE EAST OF B.M. K 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1632 ***********************************************************************
 GB1632  DESIGNATION -  J 231
 GB1632  PID         -  GB1632
 GB1632  STATE/COUNTY-  TN/PUTNAM
 GB1632  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1632
 GB1632                         *CURRENT SURVEY CONTROL
 GB1632  ___________________________________________________________________
 GB1632* NAD 83(1986)-  36 06 45.     (N)    085 14 15.     (W)     SCALED    
 GB1632* NAVD 88     -       607.620  (meters)    1993.50   (feet)  ADJUSTED  
 GB1632  ___________________________________________________________________
 GB1632  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB1632  DYNAMIC HT  -         607.056 (meters)    1991.65  (feet)  COMP
 GB1632  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 GB1632
 GB1632  VERT ORDER  -  SECOND    CLASS 0
 GB1632
 GB1632.The horizontal coordinates were scaled from a topographic map and have
 GB1632.an estimated accuracy of +/- 6 seconds.
 GB1632
 GB1632.The orthometric height was determined by differential leveling
 GB1632.and adjusted by the National Geodetic Survey in June 1991..
 GB1632
 GB1632.The geoid height was determined by GEOID03.
 GB1632
 GB1632.The dynamic height is computed by dividing the NAVD 88
 GB1632.geopotential number by the normal gravity value computed on the
 GB1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1632.degrees latitude (g = 980.6199 gals.).
 GB1632
 GB1632.The modeled gravity was interpolated from observed gravity values.
 GB1632
 GB1632;                    North         East    Units  Estimated Accuracy
 GB1632;SPC TN       -   197,670.      668,650.      MT  (+/- 180 meters Scaled)
 GB1632
 GB1632                          SUPERSEDED SURVEY CONTROL
 GB1632
 GB1632  NGVD 29 (??/??/92)  607.634  (m)         1993.55   (f) ADJ UNCH    2 0
 GB1632
 GB1632.Superseded values are not recommended for survey control.
 GB1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1632.See file dsdata.txt to determine how the superseded data were derived.
 GB1632
 GB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE586978(NAD 83)
 GB1632_MARKER: DB = BENCH MARK DISK
 GB1632_SETTING: 66 = SET IN ROCK OUTCROP
 GB1632_SP_SET: BEDROCK
 GB1632_STAMPING: J 231 1960
 GB1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1632+STABILITY: POSITION/ELEVATION WELL
 GB1632
 GB1632  HISTORY     - Date     Condition        Report By
 GB1632  HISTORY     - 1960     MONUMENTED       CGS
 GB1632
 GB1632                          STATION DESCRIPTION
 GB1632
 GB1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1632'2.8 MI SE FROM MONTEREY.
 GB1632'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST
 GB1632'ON STATE HIGHWAY 84, THEN 3.2 MILES SOUTHEAST ON U.S. HIGHWAY 70N.
 GB1632'THE BENCH MARK IS 61 FT. NORTHWEST OF A POWER LINE POLE, 48
 GB1632'FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 70N, 19 FT. EAST OF
 GB1632'A TELEPHONE POLE, AND 4.8 FT. NORTHWEST OF A WITNESS SIGN.  THE
 GB1632'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND
 GB1632'ABOUT 3 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0813 ***********************************************************************
 FC0813  DESIGNATION -  J 232
 FC0813  PID         -  FC0813
 FC0813  STATE/COUNTY-  TN/CUMBERLAND
 FC0813  USGS QUAD   -  OZONE (1989)
 FC0813
 FC0813                         *CURRENT SURVEY CONTROL
 FC0813  ___________________________________________________________________
 FC0813* NAD 83(1986)-  35 53 48.     (N)    084 51 09.     (W)     SCALED    
 FC0813* NAVD 88     -       520.422  (meters)    1707.42   (feet)  ADJUSTED  
 FC0813  ___________________________________________________________________
 FC0813  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FC0813  DYNAMIC HT  -         519.935 (meters)    1705.82  (feet)  COMP
 FC0813  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0813
 FC0813  VERT ORDER  -  SECOND    CLASS 0
 FC0813
 FC0813.The horizontal coordinates were scaled from a topographic map and have
 FC0813.an estimated accuracy of +/- 6 seconds.
 FC0813
 FC0813.The orthometric height was determined by differential leveling
 FC0813.and adjusted by the National Geodetic Survey in June 1991..
 FC0813
 FC0813.The geoid height was determined by GEOID03.
 FC0813
 FC0813.The dynamic height is computed by dividing the NAVD 88
 FC0813.geopotential number by the normal gravity value computed on the
 FC0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0813.degrees latitude (g = 980.6199 gals.).
 FC0813
 FC0813.The modeled gravity was interpolated from observed gravity values.
 FC0813
 FC0813;                    North         East    Units  Estimated Accuracy
 FC0813;SPC TN       -   174,060.      703,590.      MT  (+/- 180 meters Scaled)
 FC0813
 FC0813                          SUPERSEDED SURVEY CONTROL
 FC0813
 FC0813  NGVD 29 (??/??/92)  520.507  (m)         1707.70   (f) ADJ UNCH    2 0
 FC0813
 FC0813.Superseded values are not recommended for survey control.
 FC0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0813.See file dsdata.txt to determine how the superseded data were derived.
 FC0813
 FC0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE938746(NAD 83)
 FC0813_MARKER: DB = BENCH MARK DISK
 FC0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0813_STAMPING: J 232 1960
 FC0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0813+STABILITY: SURFACE MOTION
 FC0813
 FC0813  HISTORY     - Date     Condition        Report By
 FC0813  HISTORY     - 1960     MONUMENTED       CGS
 FC0813
 FC0813                          STATION DESCRIPTION
 FC0813
 FC0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0813'1.6 MI E FROM CRAB ORCHARD.
 FC0813'FROM THE RAILROAD DEPOT IN CRAB ORCHARD, GO 1.55 MILES EAST ON
 FC0813'THE TENNESSEE CENTRAL RAILWAY TO A GRAVELED ROAD CROSSING.  THE
 FC0813'BENCH MARK IS 53 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 70,
 FC0813'29 FT. EAST OF A POWER LINE POLE, 26 FT. SOUTHWEST OF THE
 FC0813'SOUTHWEST RAIL, 21 FT. NORTHWEST OF THE CENTER OF THE GRAVELED
 FC0813'RAILROAD CROSSING, 2 FT. NORTHEAST OF A TELEPHONE POLE, AND 2 FT.
 FC0813'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0813'POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FC0813'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0188 ***********************************************************************
 FC0188  DESIGNATION -  J 233
 FC0188  PID         -  FC0188
 FC0188  STATE/COUNTY-  TN/ROANE
 FC0188  USGS QUAD   -  CAVE CREEK (1989)
 FC0188
 FC0188                         *CURRENT SURVEY CONTROL
 FC0188  ___________________________________________________________________
 FC0188* NAD 83(1986)-  35 52 17.     (N)    084 26 38.     (W)     SCALED    
 FC0188* NAVD 88     -       253.889  (meters)     832.97   (feet)  ADJUSTED  
 FC0188  ___________________________________________________________________
 FC0188  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0188  DYNAMIC HT  -         253.651 (meters)     832.19  (feet)  COMP
 FC0188  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FC0188
 FC0188  VERT ORDER  -  SECOND    CLASS 0
 FC0188
 FC0188.The horizontal coordinates were scaled from a topographic map and have
 FC0188.an estimated accuracy of +/- 6 seconds.
 FC0188
 FC0188.The orthometric height was determined by differential leveling
 FC0188.and adjusted by the National Geodetic Survey in June 1991..
 FC0188
 FC0188.The geoid height was determined by GEOID03.
 FC0188
 FC0188.The dynamic height is computed by dividing the NAVD 88
 FC0188.geopotential number by the normal gravity value computed on the
 FC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0188.degrees latitude (g = 980.6199 gals.).
 FC0188
 FC0188.The modeled gravity was interpolated from observed gravity values.
 FC0188
 FC0188;                    North         East    Units  Estimated Accuracy
 FC0188;SPC TN       -   171,760.      740,520.      MT  (+/- 180 meters Scaled)
 FC0188
 FC0188                          SUPERSEDED SURVEY CONTROL
 FC0188
 FC0188  NGVD 29 (??/??/92)  253.999  (m)          833.33   (f) ADJ UNCH    2 0
 FC0188
 FC0188.Superseded values are not recommended for survey control.
 FC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0188.See file dsdata.txt to determine how the superseded data were derived.
 FC0188
 FC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE307727(NAD 83)
 FC0188_MARKER: DB = BENCH MARK DISK
 FC0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0188_SP_SET: OVERPASS
 FC0188_STAMPING: J 233 1960
 FC0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0188
 FC0188  HISTORY     - Date     Condition        Report By
 FC0188  HISTORY     - 1960     MONUMENTED       CGS
 FC0188
 FC0188                          STATION DESCRIPTION
 FC0188
 FC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0188'4.6 MI SE FROM KINGSTON.
 FC0188'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0188'FOR 0.8 MILE, THEN 3.85 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0188'40 TO AN OVERPASS.  THE BENCH MARK DISK IS CEMENTED IN A DRILL
 FC0188'HOLE IN TOP OF THE SOUTHWEST CONCRETE HEADWALL AT THE SOUTHEAST
 FC0188'END OF THE OVERPASS, 24 FT. SOUTHWEST OF THE CENTER OF THE
 FC0188'SOUTHEAST BOUND TRAFFIC LANES, AND ABOUT 1 FT. ABOVE THE LEVEL
 FC0188'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0231 ***********************************************************************
 FC0231  DESIGNATION -  J 234
 FC0231  PID         -  FC0231
 FC0231  STATE/COUNTY-  TN/KNOX
 FC0231  USGS QUAD   -  LOVELL (1990)
 FC0231
 FC0231                         *CURRENT SURVEY CONTROL
 FC0231  ___________________________________________________________________
 FC0231* NAD 83(1986)-  35 54 31.     (N)    084 07 58.     (W)     SCALED    
 FC0231* NAVD 88     -       285.998  (meters)     938.31   (feet)  ADJUSTED  
 FC0231  ___________________________________________________________________
 FC0231  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0231  DYNAMIC HT  -         285.731 (meters)     937.44  (feet)  COMP
 FC0231  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FC0231
 FC0231  VERT ORDER  -  SECOND    CLASS 0
 FC0231
 FC0231.The horizontal coordinates were scaled from a topographic map and have
 FC0231.an estimated accuracy of +/- 6 seconds.
 FC0231
 FC0231.The orthometric height was determined by differential leveling
 FC0231.and adjusted by the National Geodetic Survey in June 1991..
 FC0231
 FC0231.The geoid height was determined by GEOID03.
 FC0231
 FC0231.The dynamic height is computed by dividing the NAVD 88
 FC0231.geopotential number by the normal gravity value computed on the
 FC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0231.degrees latitude (g = 980.6199 gals.).
 FC0231
 FC0231.The modeled gravity was interpolated from observed gravity values.
 FC0231
 FC0231;                    North         East    Units  Estimated Accuracy
 FC0231;SPC TN       -   176,380.      768,530.      MT  (+/- 180 meters Scaled)
 FC0231
 FC0231                          SUPERSEDED SURVEY CONTROL
 FC0231
 FC0231  NGVD 29 (??/??/92)  286.120  (m)          938.71   (f) ADJ UNCH    2 0
 FC0231
 FC0231.Superseded values are not recommended for survey control.
 FC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0231.See file dsdata.txt to determine how the superseded data were derived.
 FC0231
 FC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE587776(NAD 83)
 FC0231_MARKER: DB = BENCH MARK DISK
 FC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0231_SP_SET: CULVERT
 FC0231_STAMPING: J 234 1960
 FC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0231
 FC0231  HISTORY     - Date     Condition        Report By
 FC0231  HISTORY     - 1960     MONUMENTED       CGS
 FC0231  HISTORY     - 1976     GOOD             TNDT
 FC0231
 FC0231                          STATION DESCRIPTION
 FC0231
 FC0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0231'9.4 MI W FROM BEARDEN.
 FC0231'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0231'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 7.65 MILES WEST ON
 FC0231'INTERSTATE HIGHWAY 40 TO A CONCRETE UNDER THE HIGHWAY.  THE BENCH
 FC0231'MARK IS ABOUT 200 FT. NORTH OF A BARN, AND 50 FT. SOUTH OF THE CENTER
 FC0231'OF THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A
 FC0231'DRILL HOLE IN TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL
 FC0231'OF THE CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
 FC0231'NOTE-- THIS MARK IS 1.0 MILE WEST ALONG INTERSTATE 40 FROM B.M.
 FC0231'H 234.
 FC0231
 FC0231                          STATION RECOVERY (1976)
 FC0231
 FC0231'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FC0231'0.8 MILE E OF LOVELL RD. OVERPASS OF I 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0555 ***********************************************************************
 GB0555  DESIGNATION -  J 236
 GB0555  PID         -  GB0555
 GB0555  STATE/COUNTY-  TN/CAMPBELL
 GB0555  USGS QUAD   -  PIONEER (1979)
 GB0555
 GB0555                         *CURRENT SURVEY CONTROL
 GB0555  ___________________________________________________________________
 GB0555* NAD 83(1986)-  36 24 54.     (N)    084 17 11.     (W)     SCALED    
 GB0555* NAVD 88     -       493.758  (meters)    1619.94   (feet)  ADJUSTED  
 GB0555  ___________________________________________________________________
 GB0555  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0555  DYNAMIC HT  -         493.318 (meters)    1618.49  (feet)  COMP
 GB0555  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0555
 GB0555  VERT ORDER  -  SECOND    CLASS 0
 GB0555
 GB0555.The horizontal coordinates were scaled from a topographic map and have
 GB0555.an estimated accuracy of +/- 6 seconds.
 GB0555
 GB0555.The orthometric height was determined by differential leveling
 GB0555.and adjusted by the National Geodetic Survey in June 1991..
 GB0555
 GB0555.The geoid height was determined by GEOID03.
 GB0555
 GB0555.The dynamic height is computed by dividing the NAVD 88
 GB0555.geopotential number by the normal gravity value computed on the
 GB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0555.degrees latitude (g = 980.6199 gals.).
 GB0555
 GB0555.The modeled gravity was interpolated from observed gravity values.
 GB0555
 GB0555;                    North         East    Units  Estimated Accuracy
 GB0555;SPC TN       -   232,310.      753,680.      MT  (+/- 180 meters Scaled)
 GB0555
 GB0555                          SUPERSEDED SURVEY CONTROL
 GB0555
 GB0555  NGVD 29 (??/??/92)  493.863  (m)         1620.28   (f) ADJ UNCH    2 0
 GB0555
 GB0555.Superseded values are not recommended for survey control.
 GB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0555.See file dsdata.txt to determine how the superseded data were derived.
 GB0555
 GB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF433334(NAD 83)
 GB0555_MARKER: DB = BENCH MARK DISK
 GB0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0555_STAMPING: J 236 1961
 GB0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0555+STABILITY: SURFACE MOTION
 GB0555
 GB0555  HISTORY     - Date     Condition        Report By
 GB0555  HISTORY     - 1961     MONUMENTED       CGS
 GB0555
 GB0555                          STATION DESCRIPTION
 GB0555
 GB0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0555'4.6 MI SE FROM PIONEER.
 GB0555'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0555'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0555'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0555'1.55 MILE NORTHERLY ON A GRAVELED ROAD TO A SMALL CREEK UNDER THE
 GB0555'ROAD.  THE BENCH MARK IS 31 FT. EAST OF THE CENTER OF THE GRAVELED
 GB0555'ROAD, 19 FT. NORTH OF A SMALL CREEK, AND 1.6 FT. EAST OF A WITNESS
 GB0555'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6
 GB0555'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2440 ***********************************************************************
 GA2440  DESIGNATION -  J 237
 GA2440  PID         -  GA2440
 GA2440  STATE/COUNTY-  TN/JEFFERSON
 GA2440  USGS QUAD   -  NEW MARKET (1987)
 GA2440
 GA2440                         *CURRENT SURVEY CONTROL
 GA2440  ___________________________________________________________________
 GA2440* NAD 83(1986)-  36 00 10.     (N)    083 32 40.     (W)     SCALED    
 GA2440* NAVD 88     -       285.433  (meters)     936.46   (feet)  ADJUSTED  
 GA2440  ___________________________________________________________________
 GA2440  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2440  DYNAMIC HT  -         285.168 (meters)     935.59  (feet)  COMP
 GA2440  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 GA2440
 GA2440  VERT ORDER  -  SECOND    CLASS 0
 GA2440
 GA2440.The horizontal coordinates were scaled from a topographic map and have
 GA2440.an estimated accuracy of +/- 6 seconds.
 GA2440
 GA2440.The orthometric height was determined by differential leveling
 GA2440.and adjusted by the National Geodetic Survey in June 1991..
 GA2440
 GA2440.The geoid height was determined by GEOID03.
 GA2440
 GA2440.The dynamic height is computed by dividing the NAVD 88
 GA2440.geopotential number by the normal gravity value computed on the
 GA2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2440.degrees latitude (g = 980.6199 gals.).
 GA2440
 GA2440.The modeled gravity was interpolated from observed gravity values.
 GA2440
 GA2440;                    North         East    Units  Estimated Accuracy
 GA2440;SPC TN       -   188,000.      821,360.      MT  (+/- 180 meters Scaled)
 GA2440
 GA2440                          SUPERSEDED SURVEY CONTROL
 GA2440
 GA2440  NGVD 29 (??/??/92)  285.605  (m)          937.02   (f) ADJ UNCH    2 0
 GA2440
 GA2440.Superseded values are not recommended for survey control.
 GA2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2440.See file dsdata.txt to determine how the superseded data were derived.
 GA2440
 GA2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706872(NAD 83)
 GA2440_MARKER: DB = BENCH MARK DISK
 GA2440_SETTING: 80 = SET IN A BOULDER
 GA2440_STAMPING: J 237 1961
 GA2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2440+STABILITY: SURFACE MOTION
 GA2440
 GA2440  HISTORY     - Date     Condition        Report By
 GA2440  HISTORY     - 1961     MONUMENTED       CGS
 GA2440
 GA2440                          STATION DESCRIPTION
 GA2440
 GA2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2440'4.9 MI E FROM KODAK.
 GA2440'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN KODAK,
 GA2440'(LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 70
 GA2440'AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 GA2440'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN 3.7
 GA2440'MILES EAST ON INTERSTATE HIGHWAY 40 TO TWO BARNS ON THE NORTH
 GA2440'SIDE OF THE HIGHWAY.  THE BENCH MARK IS ABOUT 200 FT. NORTHWEST OF
 GA2440'INTERSTATE HIGHWAY 40, 68 FT. WEST OF THE SOUTHWEST CORNER OF A
 GA2440'BARN, 68 FT. NORTHEAST OF THE NORTHEAST CORNER OF A BARN.  THE
 GA2440'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF A 4 X 12 BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0290 ***********************************************************************
 FC0290  DESIGNATION -  J 238
 FC0290  PID         -  FC0290
 FC0290  STATE/COUNTY-  TN/LOUDON
 FC0290  USGS QUAD   -  PHILADELPHIA (1974)
 FC0290
 FC0290                         *CURRENT SURVEY CONTROL
 FC0290  ___________________________________________________________________
 FC0290* NAD 83(1986)-  35 41 25.     (N)    084 25 12.     (W)     SCALED    
 FC0290* NAVD 88     -       312.898  (meters)    1026.57   (feet)  ADJUSTED  
 FC0290  ___________________________________________________________________
 FC0290  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0290  DYNAMIC HT  -         312.599 (meters)    1025.59  (feet)  COMP
 FC0290  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0290
 FC0290  VERT ORDER  -  SECOND    CLASS 0
 FC0290
 FC0290.The horizontal coordinates were scaled from a topographic map and have
 FC0290.an estimated accuracy of +/- 6 seconds.
 FC0290
 FC0290.The orthometric height was determined by differential leveling
 FC0290.and adjusted by the National Geodetic Survey in June 1991..
 FC0290
 FC0290.The geoid height was determined by GEOID03.
 FC0290
 FC0290.The dynamic height is computed by dividing the NAVD 88
 FC0290.geopotential number by the normal gravity value computed on the
 FC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0290.degrees latitude (g = 980.6199 gals.).
 FC0290
 FC0290.The modeled gravity was interpolated from observed gravity values.
 FC0290
 FC0290;                    North         East    Units  Estimated Accuracy
 FC0290;SPC TN       -   151,710.      743,000.      MT  (+/- 180 meters Scaled)
 FC0290
 FC0290                          SUPERSEDED SURVEY CONTROL
 FC0290
 FC0290  NGVD 29 (??/??/92)  312.982  (m)         1026.84   (f) ADJ UNCH    2 0
 FC0290
 FC0290.Superseded values are not recommended for survey control.
 FC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0290.See file dsdata.txt to determine how the superseded data were derived.
 FC0290
 FC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE334526(NAD 83)
 FC0290_MARKER: DB = BENCH MARK DISK
 FC0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0290_STAMPING: J 238 1961
 FC0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0290+STABILITY: SURFACE MOTION
 FC0290
 FC0290  HISTORY     - Date     Condition        Report By
 FC0290  HISTORY     - 1961     MONUMENTED       CGS
 FC0290  HISTORY     - 1974     MARK NOT FOUND   TNDT
 FC0290
 FC0290                          STATION DESCRIPTION
 FC0290
 FC0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0290'1.6 MI NW FROM PHILADELPHIA.
 FC0290'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0290'0.1 MILE NORTH, THEN GO 1.15 MILE NORTHWEST ON A PAVED ROAD TO
 FC0290'A Y JUNCTION, THEN TAKE THE LEFT FORK AND GO 0.3 MILE WEST ON A
 FC0290'PAVED ROAD TO A Y JUNCTION.  THE BENCH MARK IS AT THE Y JUNCTION,
 FC0290'30 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 21 FT. SOUTH
 FC0290'OF THE CENTER OF THE PAVED ROAD, 14.5 FT. EAST OF A FENCE CORNER
 FC0290'POST, 1.4 FT. NORTH OF A FENCE, AND 4.2 FT. EAST OF A WITNESS
 FC0290'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0290'4 INCHES AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE PAVED ROAD.
 FC0290
 FC0290                          STATION RECOVERY (1974)
 FC0290
 FC0290'RECOVERY NOTE BY TN DEPT OF TRANSP 1974
 FC0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2014 ***********************************************************************
 GA2014  DESIGNATION -  J 239
 GA2014  PID         -  GA2014
 GA2014  STATE/COUNTY-  TN/JEFFERSON
 GA2014  USGS QUAD   -  WHITE PINE (1961)
 GA2014
 GA2014                         *CURRENT SURVEY CONTROL
 GA2014  ___________________________________________________________________
 GA2014* NAD 83(1986)-  36 02 21.     (N)    083 20 00.     (W)     SCALED    
 GA2014* NAVD 88     -       318.035  (meters)    1043.42   (feet)  ADJUSTED  
 GA2014  ___________________________________________________________________
 GA2014  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2014  DYNAMIC HT  -         317.738 (meters)    1042.45  (feet)  COMP
 GA2014  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 GA2014
 GA2014  VERT ORDER  -  SECOND    CLASS 0
 GA2014
 GA2014.The horizontal coordinates were scaled from a topographic map and have
 GA2014.an estimated accuracy of +/- 6 seconds.
 GA2014
 GA2014.The orthometric height was determined by differential leveling
 GA2014.and adjusted by the National Geodetic Survey in June 1991..
 GA2014
 GA2014.The geoid height was determined by GEOID03.
 GA2014
 GA2014.The dynamic height is computed by dividing the NAVD 88
 GA2014.geopotential number by the normal gravity value computed on the
 GA2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2014.degrees latitude (g = 980.6199 gals.).
 GA2014
 GA2014.The modeled gravity was interpolated from observed gravity values.
 GA2014
 GA2014;                    North         East    Units  Estimated Accuracy
 GA2014;SPC TN       -   192,540.      840,280.      MT  (+/- 180 meters Scaled)
 GA2014
 GA2014                          SUPERSEDED SURVEY CONTROL
 GA2014
 GA2014  NGVD 29 (??/??/92)  318.198  (m)         1043.95   (f) ADJ UNCH    2 0
 GA2014
 GA2014.Superseded values are not recommended for survey control.
 GA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2014.See file dsdata.txt to determine how the superseded data were derived.
 GA2014
 GA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV897908(NAD 83)
 GA2014_MARKER: DB = BENCH MARK DISK
 GA2014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2014_SP_SET: BRIDGE
 GA2014_STAMPING: J 239 1961
 GA2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2014
 GA2014  HISTORY     - Date     Condition        Report By
 GA2014  HISTORY     - 1961     MONUMENTED       CGS
 GA2014
 GA2014                          STATION DESCRIPTION
 GA2014
 GA2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2014'11.4 MI NW FROM NEWPORT.
 GA2014'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2014'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 6.95
 GA2014'MILES NORTHWEST ON INTERSTATE 40 TO A LARGE BRIDGE OVER THE
 GA2014'FRENCH RIVER.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 GA2014'TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WINGWALL OF THE
 GA2014'BRIDGE AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2082 ***********************************************************************
 GA2082  DESIGNATION -  J 240
 GA2082  PID         -  GA2082
 GA2082  STATE/COUNTY-  TN/GREENE
 GA2082  USGS QUAD   -  MOHAWK (1980)
 GA2082
 GA2082                         *CURRENT SURVEY CONTROL
 GA2082  ___________________________________________________________________
 GA2082* NAD 83(1986)-  36 12 26.     (N)    083 05 51.     (W)     SCALED    
 GA2082* NAVD 88     -       353.502  (meters)    1159.78   (feet)  ADJUSTED  
 GA2082  ___________________________________________________________________
 GA2082  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA2082  DYNAMIC HT  -         353.177 (meters)    1158.71  (feet)  COMP
 GA2082  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA2082
 GA2082  VERT ORDER  -  SECOND    CLASS 0
 GA2082
 GA2082.The horizontal coordinates were scaled from a topographic map and have
 GA2082.an estimated accuracy of +/- 6 seconds.
 GA2082
 GA2082.The orthometric height was determined by differential leveling
 GA2082.and adjusted by the National Geodetic Survey in June 1991..
 GA2082
 GA2082.The geoid height was determined by GEOID03.
 GA2082
 GA2082.The dynamic height is computed by dividing the NAVD 88
 GA2082.geopotential number by the normal gravity value computed on the
 GA2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2082.degrees latitude (g = 980.6199 gals.).
 GA2082
 GA2082.The modeled gravity was interpolated from observed gravity values.
 GA2082
 GA2082;                    North         East    Units  Estimated Accuracy
 GA2082;SPC TN       -   211,780.      860,970.      MT  (+/- 180 meters Scaled)
 GA2082
 GA2082                          SUPERSEDED SURVEY CONTROL
 GA2082
 GA2082  NGVD 29 (??/??/92)  353.656  (m)         1160.29   (f) ADJ UNCH    2 0
 GA2082
 GA2082.Superseded values are not recommended for survey control.
 GA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2082.See file dsdata.txt to determine how the superseded data were derived.
 GA2082
 GA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA114089(NAD 83)
 GA2082_MARKER: DB = BENCH MARK DISK
 GA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2082_STAMPING: J 240 1961
 GA2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2082+STABILITY: SURFACE MOTION
 GA2082
 GA2082  HISTORY     - Date     Condition        Report By
 GA2082  HISTORY     - 1961     MONUMENTED       CGS
 GA2082
 GA2082                          STATION DESCRIPTION
 GA2082
 GA2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2082'3.3 MI W FROM MOHAWK.
 GA2082'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO
 GA2082'A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD, THEN 2.1
 GA2082'MILES WEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF A GRAVELED
 GA2082'ROAD.  THE BENCH MARK IS ABOUT 400 FT. NORTH OF INTERSTATE 81,
 GA2082'ABOUT 0.1 MILE NORTHWEST OF A HOUSE, AT A Y JUNCTION OF TWO
 GA2082'GRAVELED ROADS, 18 FT. NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 GA2082'19.3 FT. SOUTHEAST OF A FENCE CORNER POST, 42 FT. SOUTHEAST OF THE
 GA2082'CENTER OF THE TRIANGLE OF THE Y JUNCTION, 1.6 FT. SOUTHWEST OF A
 GA2082'FENCE, AND 2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2082'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT 2 FT. BELOW
 GA2082'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1066 ***********************************************************************
 GA1066  DESIGNATION -  J 241
 GA1066  PID         -  GA1066
 GA1066  STATE/COUNTY-  TN/GREENE
 GA1066  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1066
 GA1066                         *CURRENT SURVEY CONTROL
 GA1066  ___________________________________________________________________
 GA1066* NAD 83(1986)-  36 21 15.     (N)    082 43 44.     (W)     SCALED    
 GA1066* NAVD 88     -       379.324  (meters)    1244.50   (feet)  ADJUSTED  
 GA1066  ___________________________________________________________________
 GA1066  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1066  DYNAMIC HT  -         378.968 (meters)    1243.33  (feet)  COMP
 GA1066  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 GA1066
 GA1066  VERT ORDER  -  SECOND    CLASS 0
 GA1066
 GA1066.The horizontal coordinates were scaled from a topographic map and have
 GA1066.an estimated accuracy of +/- 6 seconds.
 GA1066
 GA1066.The orthometric height was determined by differential leveling
 GA1066.and adjusted by the National Geodetic Survey in June 1991..
 GA1066
 GA1066.The geoid height was determined by GEOID03.
 GA1066
 GA1066.The dynamic height is computed by dividing the NAVD 88
 GA1066.geopotential number by the normal gravity value computed on the
 GA1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1066.degrees latitude (g = 980.6199 gals.).
 GA1066
 GA1066.The modeled gravity was interpolated from observed gravity values.
 GA1066
 GA1066;                    North         East    Units  Estimated Accuracy
 GA1066;SPC TN       -   229,120.      893,550.      MT  (+/- 180 meters Scaled)
 GA1066
 GA1066                          SUPERSEDED SURVEY CONTROL
 GA1066
 GA1066  NGVD 29 (??/??/92)  379.460  (m)         1244.94   (f) ADJ UNCH    2 0
 GA1066
 GA1066.Superseded values are not recommended for survey control.
 GA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1066.See file dsdata.txt to determine how the superseded data were derived.
 GA1066
 GA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA448246(NAD 83)
 GA1066_MARKER: DB = BENCH MARK DISK
 GA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1066_STAMPING: J 241 1961
 GA1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1066+STABILITY: SURFACE MOTION
 GA1066
 GA1066  HISTORY     - Date     Condition        Report By
 GA1066  HISTORY     - 1961     MONUMENTED       CGS
 GA1066
 GA1066                          STATION DESCRIPTION
 GA1066
 GA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1066'1.8 MI SW FROM JEAROLDSTOWN.
 GA1066'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1066'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1066'FALL BRANCH), GO 1.1 MILE WEST ON A GRAVELED ROAD TO THE T
 GA1066'JUNCTION OF A GRAVELED ROAD ABOUT 0.1 MILE WEST OF A BRIDGE OVER
 GA1066'A CREEK, THEN GO 0.7 MILE SOUTHWEST ON THE GRAVELED ROAD.  THE
 GA1066'BENCH MARK IS 100 FT. NORTHEAST OF A WOOD BRIDGE OVER A SMALL
 GA1066'CREEK, 13 FT. NORTHWEST OF THE CENTER OF THE ROAD, 8.2 FT.
 GA1066'NORTHEAST OF THE CENTER OF A WIRE GATE, AND 1.7 FT. WEST OF A
 GA1066'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1066'6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0344 ***********************************************************************
 GA0344  DESIGNATION -  J 242
 GA0344  PID         -  GA0344
 GA0344  STATE/COUNTY-  TN/SULLIVAN
 GA0344  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0344
 GA0344                         *CURRENT SURVEY CONTROL
 GA0344  ___________________________________________________________________
 GA0344* NAD 83(1986)-  36 34 44.     (N)    082 16 35.     (W)     SCALED    
 GA0344* NAVD 88     -       537.324  (meters)    1762.87   (feet)  ADJUSTED  
 GA0344  ___________________________________________________________________
 GA0344  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0344  DYNAMIC HT  -         536.825 (meters)    1761.23  (feet)  COMP
 GA0344  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 GA0344
 GA0344  VERT ORDER  -  SECOND    CLASS 0
 GA0344
 GA0344.The horizontal coordinates were scaled from a topographic map and have
 GA0344.an estimated accuracy of +/- 6 seconds.
 GA0344
 GA0344.The orthometric height was determined by differential leveling
 GA0344.and adjusted by the National Geodetic Survey in June 1991..
 GA0344
 GA0344.The geoid height was determined by GEOID03.
 GA0344
 GA0344.The dynamic height is computed by dividing the NAVD 88
 GA0344.geopotential number by the normal gravity value computed on the
 GA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0344.degrees latitude (g = 980.6199 gals.).
 GA0344
 GA0344.The modeled gravity was interpolated from observed gravity values.
 GA0344
 GA0344;                    North         East    Units  Estimated Accuracy
 GA0344;SPC TN       -   255,490.      933,190.      MT  (+/- 180 meters Scaled)
 GA0344
 GA0344                          SUPERSEDED SURVEY CONTROL
 GA0344
 GA0344  NGVD 29 (??/??/92)  537.458  (m)         1763.31   (f) ADJ UNCH    2 0
 GA0344
 GA0344.Superseded values are not recommended for survey control.
 GA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0344.See file dsdata.txt to determine how the superseded data were derived.
 GA0344
 GA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA858489(NAD 83)
 GA0344_MARKER: DB = BENCH MARK DISK
 GA0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0344_STAMPING: J 242 1961
 GA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0344+STABILITY: SURFACE MOTION
 GA0344
 GA0344  HISTORY     - Date     Condition        Report By
 GA0344  HISTORY     - 1961     MONUMENTED       CGS
 GA0344
 GA0344                          STATION DESCRIPTION
 GA0344
 GA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0344'3.3 MI SW FROM BRISTOL.
 GA0344'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0344'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY 11W
 GA0344'TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.3 MILES SOUTHWEST ON A
 GA0344'PAVED ROAD TO A BARN ON THE LEFT.  THE BENCH MARK IS ABOUT 200
 GA0344'FT. NORTH OF PROPOSED INTERSTATE HIGHWAY 81, 35.4 FT. SOUTH AND
 GA0344'ACROSS ROAD FROM A SIGN (NOW LEAVING CROSS COMMUNITY), 32.7 FT.
 GA0344'EAST OF THE NORTHEAST CORNER OF THE BARN, 18 FT. SOUTH OF THE CENTER
 GA0344'OF THE PAVED ROAD, 22 FT. WEST OF THE CENTER OF A PRIVATE DRIVE,
 GA0344'AND 1.9 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GA0344'A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE
 GA0344'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0606 ***********************************************************************
 FC0606  DESIGNATION -  J 243
 FC0606  PID         -  FC0606
 FC0606  STATE/COUNTY-  TN/BRADLEY
 FC0606  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0606
 FC0606                         *CURRENT SURVEY CONTROL
 FC0606  ___________________________________________________________________
 FC0606* NAD 83(1986)-  35 12 34.     (N)    084 51 46.     (W)     SCALED    
 FC0606* NAVD 88     -       255.565  (meters)     838.47   (feet)  ADJUSTED  
 FC0606  ___________________________________________________________________
 FC0606  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0606  DYNAMIC HT  -         255.314 (meters)     837.64  (feet)  COMP
 FC0606  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC0606
 FC0606  VERT ORDER  -  SECOND    CLASS 0
 FC0606
 FC0606.The horizontal coordinates were scaled from a topographic map and have
 FC0606.an estimated accuracy of +/- 6 seconds.
 FC0606
 FC0606.The orthometric height was determined by differential leveling
 FC0606.and adjusted by the National Geodetic Survey in June 1991..
 FC0606
 FC0606.The geoid height was determined by GEOID03.
 FC0606
 FC0606.The dynamic height is computed by dividing the NAVD 88
 FC0606.geopotential number by the normal gravity value computed on the
 FC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0606.degrees latitude (g = 980.6199 gals.).
 FC0606
 FC0606.The modeled gravity was interpolated from observed gravity values.
 FC0606
 FC0606;                    North         East    Units  Estimated Accuracy
 FC0606;SPC TN       -    97,810.      703,550.      MT  (+/- 180 meters Scaled)
 FC0606
 FC0606                          SUPERSEDED SURVEY CONTROL
 FC0606
 FC0606  NGVD 29 (??/??/92)  255.596  (m)          838.57   (f) ADJ UNCH    2 0
 FC0606
 FC0606.Superseded values are not recommended for survey control.
 FC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0606.See file dsdata.txt to determine how the superseded data were derived.
 FC0606
 FC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD945983(NAD 83)
 FC0606_MARKER: DB = BENCH MARK DISK
 FC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0606_STAMPING: J 243 1961
 FC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0606+STABILITY: SURFACE MOTION
 FC0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0606+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 FC0606
 FC0606  HISTORY     - Date     Condition        Report By
 FC0606  HISTORY     - 1961     MONUMENTED       CGS
 FC0606  HISTORY     - 1962     GOOD             NGS
 FC0606  HISTORY     - 1967     GOOD             NGS
 FC0606  HISTORY     - 1979     GOOD             TVA
 FC0606  HISTORY     - 20041208 GOOD             INDIV
 FC0606
 FC0606                          STATION DESCRIPTION
 FC0606
 FC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0606'4.6 MI N FROM CLEVELAND.
 FC0606'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY 60
 FC0606'(GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0606'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0606'LEFT, JUST AFTER CROSSING A BRIDGE AND JUST BEFORE REACHING THE
 FC0606'JUNCTION OF U.S. HIGHWAYS 11 AND 11 BYPASS, TURN LEFT AND GO
 FC0606'NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A SHARP RIGHT TURN AND
 FC0606'THE VALLEY HEAD SCHOOL ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 FC0606'A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT, 53.0 FEET
 FC0606'NORTHWEST OF THE NORTHWEST CORNER OF A GREEN HOUSE, 39 FEET
 FC0606'SOUTH OF THE CENTER OF THE ROAD, 10 FEET WEST OF THE CENTER OF
 FC0606'DRIVEWAY LEADING TO THE HOUSE, 3 FEET WEST OF POWER LINE POLE
 FC0606'NUMBER 1, AND 1.8 FEET EAST OF WITNESS SIGN.  A DISK SET IN THE
 FC0606'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 3.0 FEET
 FC0606'ABOVE THE LEVEL OF THE ROAD.
 FC0606
 FC0606                          STATION RECOVERY (1967)
 FC0606
 FC0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0606'RECOVERED IN GOOD CONDITION.
 FC0606
 FC0606                          STATION RECOVERY (1979)
 FC0606
 FC0606'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0606'RECOVERED IN GOOD CONDITION.
 FC0606
 FC0606                          STATION RECOVERY (2004)
 FC0606
 FC0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEL)
 FC0606'THE OILED ROAD DESCRIBED IS NOW MOUSE CREEK ROAD NW. THE GRAVELED ROAD
 FC0606'DESCRIBED IS NOW VALLEY HEAD ROAD NW. THE SCHOOL IS NOW YATES PRIMARY
 FC0606'SCHOOL. VALLEY HEAD CHURCH IS NOW ON THE RIGHT SIDE OF THE ROAD AT THE
 FC0606'SHARP CURVE RIGHT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0582 ***********************************************************************
 FC0582  DESIGNATION -  J 244
 FC0582  PID         -  FC0582
 FC0582  STATE/COUNTY-  TN/MCMINN
 FC0582  USGS QUAD   -  CALHOUN (1980)
 FC0582
 FC0582                         *CURRENT SURVEY CONTROL
 FC0582  ___________________________________________________________________
 FC0582* NAD 83(1986)-  35 18 13.     (N)    084 44 53.     (W)     SCALED    
 FC0582* NAVD 88     -       215.989  (meters)     708.62   (feet)  ADJUSTED  
 FC0582  ___________________________________________________________________
 FC0582  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0582  DYNAMIC HT  -         215.778 (meters)     707.93  (feet)  COMP
 FC0582  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0582
 FC0582  VERT ORDER  -  FIRST     CLASS I
 FC0582
 FC0582.The horizontal coordinates were scaled from a topographic map and have
 FC0582.an estimated accuracy of +/- 6 seconds.
 FC0582
 FC0582.The orthometric height was determined by differential leveling
 FC0582.and adjusted by the National Geodetic Survey in June 1991..
 FC0582
 FC0582.The geoid height was determined by GEOID03.
 FC0582
 FC0582.The dynamic height is computed by dividing the NAVD 88
 FC0582.geopotential number by the normal gravity value computed on the
 FC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0582.degrees latitude (g = 980.6199 gals.).
 FC0582
 FC0582.The modeled gravity was interpolated from observed gravity values.
 FC0582
 FC0582;                    North         East    Units  Estimated Accuracy
 FC0582;SPC TN       -   108,380.      713,860.      MT  (+/- 180 meters Scaled)
 FC0582
 FC0582                          SUPERSEDED SURVEY CONTROL
 FC0582
 FC0582  NGVD 29 (??/??/92)  216.027  (m)          708.75   (f) ADJ UNCH    1 1
 FC0582
 FC0582.Superseded values are not recommended for survey control.
 FC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0582.See file dsdata.txt to determine how the superseded data were derived.
 FC0582
 FC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE047090(NAD 83)
 FC0582_MARKER: DB = BENCH MARK DISK
 FC0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0582_STAMPING: J 244 1961
 FC0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0582+STABILITY: SURFACE MOTION
 FC0582
 FC0582  HISTORY     - Date     Condition        Report By
 FC0582  HISTORY     - 1961     MONUMENTED       CGS
 FC0582  HISTORY     - 1968     GOOD             NGS
 FC0582
 FC0582                          STATION DESCRIPTION
 FC0582
 FC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0582'0.9 MI NE FROM CALHOUN.
 FC0582'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0582'END OF THE HIGHWAY BRIDGE OVER THE HIWASSEE RIVER AT CALHOUN,
 FC0582'ABOUT 115 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF BIG
 FC0582'SPRINGS CALHOUN ROAD, 77 1/2 FEET SOUTHWEST OF A HIGHWAY
 FC0582'RIGHT-OF-WAY MARKER POST, 38 1/2 FEET NORTHWEST OF THE CENTER
 FC0582'LINE OF THE HIGHWAY, 3 1/2 FEET SOUTHEAST OF TELEPHONE POLE
 FC0582'515, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 FC0582'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0582'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1250 ***********************************************************************
 FC1250  DESIGNATION -  J 245
 FC1250  PID         -  FC1250
 FC1250  STATE/COUNTY-  TN/HAMILTON
 FC1250  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1250
 FC1250                         *CURRENT SURVEY CONTROL
 FC1250  ___________________________________________________________________
 FC1250* NAD 83(1986)-  35 00 41.     (N)    085 11 22.     (W)     SCALED    
 FC1250* NAVD 88     -       217.444  (meters)     713.40   (feet)  ADJUSTED  
 FC1250  ___________________________________________________________________
 FC1250  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FC1250  DYNAMIC HT  -         217.228 (meters)     712.69  (feet)  COMP
 FC1250  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 FC1250
 FC1250  VERT ORDER  -  FIRST     CLASS II
 FC1250
 FC1250.The horizontal coordinates were scaled from a topographic map and have
 FC1250.an estimated accuracy of +/- 6 seconds.
 FC1250
 FC1250.The orthometric height was determined by differential leveling
 FC1250.and adjusted by the National Geodetic Survey in June 1991..
 FC1250
 FC1250.The geoid height was determined by GEOID03.
 FC1250
 FC1250.The dynamic height is computed by dividing the NAVD 88
 FC1250.geopotential number by the normal gravity value computed on the
 FC1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1250.degrees latitude (g = 980.6199 gals.).
 FC1250
 FC1250.The modeled gravity was interpolated from observed gravity values.
 FC1250
 FC1250;                    North         East    Units  Estimated Accuracy
 FC1250;SPC TN       -    75,540.      673,990.      MT  (+/- 180 meters Scaled)
 FC1250
 FC1250                          SUPERSEDED SURVEY CONTROL
 FC1250
 FC1250  NGVD 29 (??/??/92)  217.460  (m)          713.45   (f) ADJ UNCH    1 2
 FC1250
 FC1250.Superseded values are not recommended for survey control.
 FC1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1250.See file dsdata.txt to determine how the superseded data were derived.
 FC1250
 FC1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD652758(NAD 83)
 FC1250_MARKER: DB = BENCH MARK DISK
 FC1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1250_SP_SET: BRIDGE
 FC1250_STAMPING: J 245 1961
 FC1250_MARK LOGO: CGS   
 FC1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1250
 FC1250  HISTORY     - Date     Condition        Report By
 FC1250  HISTORY     - 1961     MONUMENTED       CGS
 FC1250  HISTORY     - 1962     GOOD             NGS
 FC1250  HISTORY     - 1972     GOOD             TVA
 FC1250  HISTORY     - 1983     GOOD             NGS
 FC1250
 FC1250                          STATION DESCRIPTION
 FC1250
 FC1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1250'4.3 MI E FROM CHATTANOOGA.
 FC1250'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE HIGHWAY
 FC1250'AND SPRING CREEK ROAD, GO EAST ON THE INTERSTATE HIGHWAY 2.2
 FC1250'MILES AND THE MARK IS SET IN NORTHWEST HEADWALL OF A OVERPASS
 FC1250'OVER THE LOUISVILLE AND NASHVILLE RAILROAD, 30 FEET NORTH OF
 FC1250'THE CENTER OF WEST BOUND LANE, 4.2 FEET SOUTH OF NORTH END
 FC1250'OF BRIDGE FLOOR, 1.3 FEET SOUTH OF NORTH END OF HEADWALL.
 FC1250'A STANDARD DISK SET IN A CONCRETE BRIDGE ABOUT 3 FEET BELOW
 FC1250'THE LEVEL OF THE ROAD.
 FC1250
 FC1250                          STATION RECOVERY (1972)
 FC1250
 FC1250'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1250'RECOVERED IN GOOD CONDITION.
 FC1250
 FC1250                          STATION RECOVERY (1983)
 FC1250
 FC1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1304 ***********************************************************************
 FC1304  DESIGNATION -  J 246
 FC1304  PID         -  FC1304
 FC1304  STATE/COUNTY-  TN/MARION
 FC1304  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1304
 FC1304                         *CURRENT SURVEY CONTROL
 FC1304  ___________________________________________________________________
 FC1304* NAD 83(1986)-  35 03 21.     (N)    085 42 57.     (W)     SCALED    
 FC1304* NAVD 88     -       195.427  (meters)     641.16   (feet)  ADJUSTED  
 FC1304  ___________________________________________________________________
 FC1304  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1304  DYNAMIC HT  -         195.237 (meters)     640.54  (feet)  COMP
 FC1304  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FC1304
 FC1304  VERT ORDER  -  SECOND    CLASS 0
 FC1304
 FC1304.The horizontal coordinates were scaled from a topographic map and have
 FC1304.an estimated accuracy of +/- 6 seconds.
 FC1304
 FC1304.The orthometric height was determined by differential leveling
 FC1304.and adjusted by the National Geodetic Survey in June 1991..
 FC1304
 FC1304.The geoid height was determined by GEOID03.
 FC1304
 FC1304.The dynamic height is computed by dividing the NAVD 88
 FC1304.geopotential number by the normal gravity value computed on the
 FC1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1304.degrees latitude (g = 980.6199 gals.).
 FC1304
 FC1304.The modeled gravity was interpolated from observed gravity values.
 FC1304
 FC1304;                    North         East    Units  Estimated Accuracy
 FC1304;SPC TN       -    80,200.      625,920.      MT  (+/- 180 meters Scaled)
 FC1304
 FC1304                          SUPERSEDED SURVEY CONTROL
 FC1304
 FC1304  NGVD 29 (??/??/92)  195.433  (m)          641.18   (f) ADJ UNCH    2 0
 FC1304
 FC1304.Superseded values are not recommended for survey control.
 FC1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1304.See file dsdata.txt to determine how the superseded data were derived.
 FC1304
 FC1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD171799(NAD 83)
 FC1304_MARKER: DB = BENCH MARK DISK
 FC1304_SETTING: 66 = SET IN ROCK OUTCROP
 FC1304_SP_SET: SET IN ROCK OUTCROP
 FC1304_STAMPING: J 246 1962
 FC1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1304+STABILITY: POSITION/ELEVATION WELL
 FC1304
 FC1304  HISTORY     - Date     Condition        Report By
 FC1304  HISTORY     - 1962     MONUMENTED       CGS
 FC1304
 FC1304                          STATION DESCRIPTION
 FC1304
 FC1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1304'1.8 MI NW FROM DIXIE LEE.
 FC1304'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1304'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1304'41-64 FOR 1.85 MILES TO THE MARK SET IN THE TOP OF A ROCK LEDGE
 FC1304'AT THE EAST END OF A CUT, 120 FEET WEST OF THE WEST EDGE OF
 FC1304'A ROAD SIDE PARK, 104 FEET EAST OF TELEPHONE POLE NUMBER 2,
 FC1304'55 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, 48
 FC1304'FEET EAST OF THE EAST END OF THE CUT, 4.0 FEET EAST OF THE
 FC1304'WEST EDGE OF THE LEDGE, 2.2 FEET NORTHWEST OF A METAL WITNESS
 FC1304'POST AND 0.8 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE.  A
 FC1304'STANDARD DISK DRILLED IN THE TOP OF A ROCK LEDGE AND ABOUT
 FC1304'ONE FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1816 ***********************************************************************
 GA1816  DESIGNATION -  J 247
 GA1816  PID         -  GA1816
 GA1816  STATE/COUNTY-  TN/HAMBLEN
 GA1816  USGS QUAD   -  TALBOTT (1980)
 GA1816
 GA1816                         *CURRENT SURVEY CONTROL
 GA1816  ___________________________________________________________________
 GA1816* NAD 83(1986)-  36 09 21.     (N)    083 25 29.     (W)     SCALED    
 GA1816* NAVD 88     -       384.445  (meters)    1261.30   (feet)  ADJUSTED  
 GA1816  ___________________________________________________________________
 GA1816  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1816  DYNAMIC HT  -         384.091 (meters)    1260.14  (feet)  COMP
 GA1816  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA1816
 GA1816  VERT ORDER  -  FIRST     CLASS I
 GA1816
 GA1816.The horizontal coordinates were scaled from a topographic map and have
 GA1816.an estimated accuracy of +/- 6 seconds.
 GA1816
 GA1816.The orthometric height was determined by differential leveling
 GA1816.and adjusted by the National Geodetic Survey in June 1991..
 GA1816
 GA1816.The geoid height was determined by GEOID03.
 GA1816
 GA1816.The dynamic height is computed by dividing the NAVD 88
 GA1816.geopotential number by the normal gravity value computed on the
 GA1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1816.degrees latitude (g = 980.6199 gals.).
 GA1816
 GA1816.The modeled gravity was interpolated from observed gravity values.
 GA1816
 GA1816;                    North         East    Units  Estimated Accuracy
 GA1816;SPC TN       -   205,260.      831,700.      MT  (+/- 180 meters Scaled)
 GA1816
 GA1816                          SUPERSEDED SURVEY CONTROL
 GA1816
 GA1816  NGVD 29 (??/??/92)  384.574  (m)         1261.72   (f) ADJ UNCH    1 1
 GA1816
 GA1816.Superseded values are not recommended for survey control.
 GA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1816.See file dsdata.txt to determine how the superseded data were derived.
 GA1816
 GA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA818039(NAD 83)
 GA1816_MARKER: DB = BENCH MARK DISK
 GA1816_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1816_STAMPING: J 247 1967
 GA1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1816
 GA1816  HISTORY     - Date     Condition        Report By
 GA1816  HISTORY     - 1967     MONUMENTED       CGS
 GA1816
 GA1816                          STATION DESCRIPTION
 GA1816
 GA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1816'7.4 MI W FROM MORRISTOWN.
 GA1816'ABOUT 7.45 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1816'MORRISTOWN, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF A BLACK
 GA1816'TOPPED ROAD LEADING SOUTH TO TALBOTT, SET ON THE TOP OF AN
 GA1816'EXPOSED ROCK WHICH IS 21 FEET LONG, 3 FEET WIDE AND FLUSH WITH THE
 GA1816'GROUND, 30 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GA1816'ON TOP OF THE HIGHEST POINT OF THE ROCK AND ABOUT LEVEL WITH THE
 GA1816'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2221 ***********************************************************************
 GA2221  DESIGNATION -  J 248
 GA2221  PID         -  GA2221
 GA2221  STATE/COUNTY-  TN/KNOX
 GA2221  USGS QUAD   -  JOHN SEVIER (1992)
 GA2221
 GA2221                         *CURRENT SURVEY CONTROL
 GA2221  ___________________________________________________________________
 GA2221* NAD 83(1986)-  36 03 53.     (N)    083 45 26.     (W)     SCALED    
 GA2221* NAVD 88     -       272.485  (meters)     893.98   (feet)  ADJUSTED  
 GA2221  ___________________________________________________________________
 GA2221  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2221  DYNAMIC HT  -         272.235 (meters)     893.16  (feet)  COMP
 GA2221  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GA2221
 GA2221  VERT ORDER  -  FIRST     CLASS I
 GA2221
 GA2221.The horizontal coordinates were scaled from a topographic map and have
 GA2221.an estimated accuracy of +/- 6 seconds.
 GA2221
 GA2221.The orthometric height was determined by differential leveling
 GA2221.and adjusted by the National Geodetic Survey in June 1991..
 GA2221
 GA2221.The geoid height was determined by GEOID03.
 GA2221
 GA2221.The dynamic height is computed by dividing the NAVD 88
 GA2221.geopotential number by the normal gravity value computed on the
 GA2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2221.degrees latitude (g = 980.6199 gals.).
 GA2221
 GA2221.The modeled gravity was interpolated from observed gravity values.
 GA2221
 GA2221;                    North         East    Units  Estimated Accuracy
 GA2221;SPC TN       -   194,410.      802,030.      MT  (+/- 180 meters Scaled)
 GA2221
 GA2221                          SUPERSEDED SURVEY CONTROL
 GA2221
 GA2221  NGVD 29 (??/??/92)  272.615  (m)          894.40   (f) ADJ UNCH    1 1
 GA2221
 GA2221.Superseded values are not recommended for survey control.
 GA2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2221.See file dsdata.txt to determine how the superseded data were derived.
 GA2221
 GA2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV516946(NAD 83)
 GA2221_MARKER: DB = BENCH MARK DISK
 GA2221_SETTING: 66 = SET IN ROCK OUTCROP
 GA2221_SP_SET: ROCK LEDGE
 GA2221_STAMPING: J 248 1967
 GA2221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2221+STABILITY: POSITION/ELEVATION WELL
 GA2221
 GA2221  HISTORY     - Date     Condition        Report By
 GA2221  HISTORY     - 1967     MONUMENTED       CGS
 GA2221
 GA2221                          STATION DESCRIPTION
 GA2221
 GA2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2221'1.2 MI W FROM MASCOT.
 GA2221'ABOUT 1.25 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2221'CHURCH AT MASCOT, 120 FEET WEST OF THE WEST END OF A 250-FOOT
 GA2221'BRIDGE OVER ROSEBERRY CREEK, NEAR THE JUNCTION OF A BLACK TOPPED
 GA2221'ROAD LEADING NORTH, SET ON THE TOP OF A ROCK LEDGE WHICH PROJECTS
 GA2221'OUT OF A CUT, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GA2221'18 FEET NORTHWEST OF THE CENTER LINE OF THE WEST LEG OF THE ROAD
 GA2221'LEADING NORTH, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0471 ***********************************************************************
 GB0471  DESIGNATION -  J 249
 GB0471  PID         -  GB0471
 GB0471  STATE/COUNTY-  TN/KNOX
 GB0471  USGS QUAD   -  POWELL (1976)
 GB0471
 GB0471                         *CURRENT SURVEY CONTROL
 GB0471  ___________________________________________________________________
 GB0471* NAD 83(1986)-  36 04 08.     (N)    084 02 51.     (W)     SCALED    
 GB0471* NAVD 88     -       260.986  (meters)     856.25   (feet)  ADJUSTED  
 GB0471  ___________________________________________________________________
 GB0471  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0471  DYNAMIC HT  -         260.744 (meters)     855.46  (feet)  COMP
 GB0471  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 GB0471
 GB0471  VERT ORDER  -  FIRST     CLASS I
 GB0471
 GB0471.The horizontal coordinates were scaled from a topographic map and have
 GB0471.an estimated accuracy of +/- 6 seconds.
 GB0471
 GB0471.The orthometric height was determined by differential leveling
 GB0471.and adjusted by the National Geodetic Survey in June 1991..
 GB0471
 GB0471.The geoid height was determined by GEOID03.
 GB0471
 GB0471.The dynamic height is computed by dividing the NAVD 88
 GB0471.geopotential number by the normal gravity value computed on the
 GB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0471.degrees latitude (g = 980.6199 gals.).
 GB0471
 GB0471.The modeled gravity was interpolated from observed gravity values.
 GB0471
 GB0471;                    North         East    Units  Estimated Accuracy
 GB0471;SPC TN       -   194,310.      775,870.      MT  (+/- 180 meters Scaled)
 GB0471
 GB0471                          SUPERSEDED SURVEY CONTROL
 GB0471
 GB0471  NGVD 29 (??/??/92)  261.111  (m)          856.66   (f) ADJ UNCH    1 1
 GB0471
 GB0471.Superseded values are not recommended for survey control.
 GB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0471.See file dsdata.txt to determine how the superseded data were derived.
 GB0471
 GB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE659956(NAD 83)
 GB0471_MARKER: DB = BENCH MARK DISK
 GB0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0471_SP_SET: ABUTMENT
 GB0471_STAMPING: J 249 1967
 GB0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0471
 GB0471  HISTORY     - Date     Condition        Report By
 GB0471  HISTORY     - 1967     MONUMENTED       CGS
 GB0471  HISTORY     - 1973     GOOD             TVA
 GB0471
 GB0471                          STATION DESCRIPTION
 GB0471
 GB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0471'4.2 MI NW FROM POWELL.
 GB0471'ABOUT 4.2 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0471'STATION AT POWELL, ABOUT 0.4 MILE NORTHWEST OF MILEPOST 12, SET
 GB0471'ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 GB0471'RAILWAY BRIDGE OVER BULLRUN CREEK, 6 FEET EAST OF THE EAST RAIL,
 GB0471'2 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT AND ABOUT 1/2
 GB0471'FOOT BELOW LEVEL OF THE TRACK.
 GB0471
 GB0471                          STATION RECOVERY (1973)
 GB0471
 GB0471'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1243 ***********************************************************************
 GC1243  DESIGNATION -  J 25
 GC1243  PID         -  GC1243
 GC1243  STATE/COUNTY-  TN/MONTGOMERY
 GC1243  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1243
 GC1243                         *CURRENT SURVEY CONTROL
 GC1243  ___________________________________________________________________
 GC1243* NAD 83(1986)-  36 30 46.     (N)    087 24 37.     (W)     SCALED    
 GC1243* NAVD 88     -       119.385  (meters)     391.68   (feet)  ADJUSTED  
 GC1243  ___________________________________________________________________
 GC1243  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1243  DYNAMIC HT  -         119.285 (meters)     391.35  (feet)  COMP
 GC1243  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GC1243
 GC1243  VERT ORDER  -  SECOND    CLASS 0
 GC1243
 GC1243.The horizontal coordinates were scaled from a topographic map and have
 GC1243.an estimated accuracy of +/- 6 seconds.
 GC1243
 GC1243.The orthometric height was determined by differential leveling
 GC1243.and adjusted by the National Geodetic Survey in June 1991..
 GC1243
 GC1243.The geoid height was determined by GEOID03.
 GC1243
 GC1243.The dynamic height is computed by dividing the NAVD 88
 GC1243.geopotential number by the normal gravity value computed on the
 GC1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1243.degrees latitude (g = 980.6199 gals.).
 GC1243
 GC1243.The modeled gravity was interpolated from observed gravity values.
 GC1243
 GC1243;                    North         East    Units  Estimated Accuracy
 GC1243;SPC TN       -   242,720.      473,670.      MT  (+/- 180 meters Scaled)
 GC1243
 GC1243                          SUPERSEDED SURVEY CONTROL
 GC1243
 GC1243  NGVD 29 (??/??/92)  119.455  (m)          391.91   (f) ADJ UNCH    2 0
 GC1243
 GC1243.Superseded values are not recommended for survey control.
 GC1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1243.See file dsdata.txt to determine how the superseded data were derived.
 GC1243
 GC1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF632409(NAD 83)
 GC1243_MARKER: DB = BENCH MARK DISK
 GC1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1243_STAMPING: J 25 1934
 GC1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1243+STABILITY: SURFACE MOTION
 GC1243
 GC1243  HISTORY     - Date     Condition        Report By
 GC1243  HISTORY     - 1934     MONUMENTED       CGS
 GC1243  HISTORY     - 1956     MARK NOT FOUND   USGS
 GC1243
 GC1243                          STATION DESCRIPTION
 GC1243
 GC1243'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GC1243'4.5 MI SW FROM CLARKSVILLE.
 GC1243'ABOUT 4-1/2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC1243'RAILROAD FROM THE STATION AT CLARKSVILLE, MONTGOMERY COUNTY,
 GC1243'0.2 MILE NORTH OF MILEPOST 182, AT A FARM-ROAD CROSSING, 12
 GC1243'YARDS EAST OF THE CENTERLINE OF THE TRACK, 6 YARDS NORTH OF THE
 GC1243'CENTERLINE OF THE ROAD, 3 YARDS WEST OF A FENCE, AND 3 YARDS
 GC1243'NORTH OF A GATE.  A STANDARD DISK, STAMPED J 25 1934 AND SET
 GC1243'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0892 ***********************************************************************
 GB0892  DESIGNATION -  J 250
 GB0892  PID         -  GB0892
 GB0892  STATE/COUNTY-  TN/MORGAN
 GB0892  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0892
 GB0892                         *CURRENT SURVEY CONTROL
 GB0892  ___________________________________________________________________
 GB0892* NAD 83(1986)-  36 14 51.     (N)    084 39 36.     (W)     SCALED    
 GB0892* NAVD 88     -       415.312  (meters)    1362.57   (feet)  ADJUSTED  
 GB0892  ___________________________________________________________________
 GB0892  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB0892  DYNAMIC HT  -         414.948 (meters)    1361.38  (feet)  COMP
 GB0892  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 GB0892
 GB0892  VERT ORDER  -  FIRST     CLASS I
 GB0892
 GB0892.The horizontal coordinates were scaled from a topographic map and have
 GB0892.an estimated accuracy of +/- 6 seconds.
 GB0892
 GB0892.The orthometric height was determined by differential leveling
 GB0892.and adjusted by the National Geodetic Survey in June 1991..
 GB0892
 GB0892.The geoid height was determined by GEOID03.
 GB0892
 GB0892.The dynamic height is computed by dividing the NAVD 88
 GB0892.geopotential number by the normal gravity value computed on the
 GB0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0892.degrees latitude (g = 980.6199 gals.).
 GB0892
 GB0892.The modeled gravity was interpolated from observed gravity values.
 GB0892
 GB0892;                    North         East    Units  Estimated Accuracy
 GB0892;SPC TN       -   213,200.      720,430.      MT  (+/- 180 meters Scaled)
 GB0892
 GB0892                          SUPERSEDED SURVEY CONTROL
 GB0892
 GB0892  NGVD 29 (??/??/92)  415.421  (m)         1362.93   (f) ADJ UNCH    1 1
 GB0892
 GB0892.Superseded values are not recommended for survey control.
 GB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0892.See file dsdata.txt to determine how the superseded data were derived.
 GB0892
 GB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF102139(NAD 83)
 GB0892_MARKER: DB = BENCH MARK DISK
 GB0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0892_SP_SET: FOOTING
 GB0892_STAMPING: J 250 1968
 GB0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0892
 GB0892  HISTORY     - Date     Condition        Report By
 GB0892  HISTORY     - 1968     MONUMENTED       CGS
 GB0892
 GB0892                          STATION DESCRIPTION
 GB0892
 GB0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0892'1.1 MI NE FROM SUNBRIGHT.
 GB0892'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0892'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0892'SOUTHERN RAILWAY, THENCE 0.75 MILE NORTHEAST ALONG THE MAIN
 GB0892'TRACK, 0.25 MILE SOUTHWEST OF MILEPOST 231, 92 YARDS NORTHEAST
 GB0892'OF SEMAPHORE NUMBER 231.2, 104 YARDS SOUTHWEST OF THE CENTER OF A
 GB0892'CROSSING OF THE RAILROAD AND A PAVED ROAD, SET IN THE CENTER OF
 GB0892'THE TOP OF THE MOST SOUTHERLY OF THREE ABANDONED CONCRETE
 GB0892'FOOTINGS WHICH PROJECT 14 INCHES, 44 1/2 FEET SOUTHEAST OF THE
 GB0892'SOUTHEAST RAIL, 25 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL
 GB0892'ROAD, 32 FEET SOUTHWEST OF A TELEPHONE POLE, AND ABOUT 3 FEET
 GB0892'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1050 ***********************************************************************
 GD1050  DESIGNATION -  J 251
 GD1050  PID         -  GD1050
 GD1050  STATE/COUNTY-  TN/LAKE
 GD1050  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1050
 GD1050                         *CURRENT SURVEY CONTROL
 GD1050  ___________________________________________________________________
 GD1050* NAD 83(1986)-  36 12 39.     (N)    089 39 33.     (W)     SCALED    
 GD1050* NAVD 88     -        82.009  (meters)     269.06   (feet)  ADJUSTED  
 GD1050  ___________________________________________________________________
 GD1050  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1050  DYNAMIC HT  -          81.941 (meters)     268.83  (feet)  COMP
 GD1050  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GD1050
 GD1050  VERT ORDER  -  FIRST     CLASS I
 GD1050
 GD1050.The horizontal coordinates were scaled from a topographic map and have
 GD1050.an estimated accuracy of +/- 6 seconds.
 GD1050
 GD1050.The orthometric height was determined by differential leveling
 GD1050.and adjusted by the National Geodetic Survey in June 1991..
 GD1050
 GD1050.The geoid height was determined by GEOID03.
 GD1050
 GD1050.The dynamic height is computed by dividing the NAVD 88
 GD1050.geopotential number by the normal gravity value computed on the
 GD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1050.degrees latitude (g = 980.6199 gals.).
 GD1050
 GD1050.The modeled gravity was interpolated from observed gravity values.
 GD1050
 GD1050;                    North         East    Units  Estimated Accuracy
 GD1050;SPC TN       -   214,460.      271,040.      MT  (+/- 180 meters Scaled)
 GD1050
 GD1050                          SUPERSEDED SURVEY CONTROL
 GD1050
 GD1050  NGVD 29 (??/??/??)   81.925  (m)          268.78   (f) ADJUSTED    1 1
 GD1050
 GD1050.Superseded values are not recommended for survey control.
 GD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1050.See file dsdata.txt to determine how the superseded data were derived.
 GD1050
 GD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF609106(NAD 83)
 GD1050_MARKER: DB = BENCH MARK DISK
 GD1050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1050_SP_SET: COPPER-CLAD STEEL ROD
 GD1050_STAMPING: J 251 1976
 GD1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1050
 GD1050  HISTORY     - Date     Condition        Report By
 GD1050  HISTORY     - 1976     MONUMENTED       NGS
 GD1050  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD1050
 GD1050                          STATION DESCRIPTION
 GD1050
 GD1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1050'11.8 MI SW FROM RIDGELY.
 GD1050'1.5 MILE WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1050'RAILROAD STATION AT RIDGELY, THENCE 3.05 MILES SOUTHWEST ALONG A
 GD1050'BLACKTOP ROAD, THENCE 7 MILES WEST ALONG STATE HIGHWAY 79,
 GD1050'THENCE 0.2 MILE SOUTHEAST ON A GRAVEL ROAD, 0.1 MILE EAST OF
 GD1050'POWELLS FERRY LANDING, 1.8 FEET EAST OF A LARGE OAK TREE WITH A
 GD1050'TRIANGLER BLAZE, 135 FEET EAST OF CENTER OF THE ROAD LEADING
 GD1050'WEST TO THE FERRY, AND 17.5 FEET EAST OF CENTER OF THE EAST ROAD
 GD1050'LEADING TO THE FERRY.
 GD1050
 GD1050                          STATION RECOVERY (2002)
 GD1050
 GD1050'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0441 ***********************************************************************
 FC0441  DESIGNATION -  J 256
 FC0441  PID         -  FC0441
 FC0441  STATE/COUNTY-  TN/BRADLEY
 FC0441  USGS QUAD   -  MC DONALD (1976)
 FC0441
 FC0441                         *CURRENT SURVEY CONTROL
 FC0441  ___________________________________________________________________
 FC0441* NAD 83(1986)-  35 02 43.     (N)    084 55 28.     (W)     SCALED    
 FC0441* NAVD 88     -       276.772  (meters)     908.04   (feet)  ADJUSTED  
 FC0441  ___________________________________________________________________
 FC0441  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0441  DYNAMIC HT  -         276.495 (meters)     907.13  (feet)  COMP
 FC0441  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 FC0441
 FC0441  VERT ORDER  -  FIRST     CLASS I
 FC0441
 FC0441.The horizontal coordinates were scaled from a topographic map and have
 FC0441.an estimated accuracy of +/- 6 seconds.
 FC0441
 FC0441.The orthometric height was determined by differential leveling
 FC0441.and adjusted by the National Geodetic Survey in June 1991..
 FC0441
 FC0441.The geoid height was determined by GEOID03.
 FC0441
 FC0441.The dynamic height is computed by dividing the NAVD 88
 FC0441.geopotential number by the normal gravity value computed on the
 FC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0441.degrees latitude (g = 980.6199 gals.).
 FC0441
 FC0441.The modeled gravity was interpolated from observed gravity values.
 FC0441
 FC0441;                    North         East    Units  Estimated Accuracy
 FC0441;SPC TN       -    79,530.      698,130.      MT  (+/- 180 meters Scaled)
 FC0441
 FC0441                          SUPERSEDED SURVEY CONTROL
 FC0441
 FC0441  NGVD 29 (??/??/92)  276.762  (m)          908.01   (f) ADJ UNCH    1 1
 FC0441
 FC0441.Superseded values are not recommended for survey control.
 FC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0441.See file dsdata.txt to determine how the superseded data were derived.
 FC0441
 FC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD893800(NAD 83)
 FC0441_MARKER: DB = BENCH MARK DISK
 FC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0441_STAMPING: J 256 1968
 FC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0441+STABILITY: SURFACE MOTION
 FC0441
 FC0441  HISTORY     - Date     Condition        Report By
 FC0441  HISTORY     - 1968     MONUMENTED       CGS
 FC0441
 FC0441                          STATION DESCRIPTION
 FC0441
 FC0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0441'8.1 MI SW FROM CLEVELAND.
 FC0441'ABOUT 8.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0441'STATION AT CLEVELAND, ABOUT 0.1 MILE SOUTH OF MILEPOST 8, 50 1/2
 FC0441'FEET NORTHEAST OF THE CENTER OF A BLACKTOP ROAD CROSSING, 25.8
 FC0441'FEET EAST OF THE EAST RAIL, 26 FEET NORTH OF A FENCE LINE CORNER,
 FC0441'1 1/2 FEET WEST OF A FENCE LINE, 1.3 FEET SOUTH OF A METAL
 FC0441'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FC0441'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 FC0441'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0423 ***********************************************************************
 FC0423  DESIGNATION -  J 257
 FC0423  PID         -  FC0423
 FC0423  STATE/COUNTY-  TN/MCMINN
 FC0423  USGS QUAD   -  CALHOUN (1980)
 FC0423
 FC0423                         *CURRENT SURVEY CONTROL
 FC0423  ___________________________________________________________________
 FC0423* NAD 83(1986)-  35 22 22.     (N)    084 41 58.     (W)     SCALED    
 FC0423* NAVD 88     -       240.448  (meters)     788.87   (feet)  ADJUSTED  
 FC0423  ___________________________________________________________________
 FC0423  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0423  DYNAMIC HT  -         240.214 (meters)     788.10  (feet)  COMP
 FC0423  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FC0423
 FC0423  VERT ORDER  -  FIRST     CLASS I
 FC0423
 FC0423.The horizontal coordinates were scaled from a topographic map and have
 FC0423.an estimated accuracy of +/- 6 seconds.
 FC0423
 FC0423.The orthometric height was determined by differential leveling
 FC0423.and adjusted by the National Geodetic Survey in June 1991..
 FC0423
 FC0423.The geoid height was determined by GEOID03.
 FC0423
 FC0423.The dynamic height is computed by dividing the NAVD 88
 FC0423.geopotential number by the normal gravity value computed on the
 FC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0423.degrees latitude (g = 980.6199 gals.).
 FC0423
 FC0423.The modeled gravity was interpolated from observed gravity values.
 FC0423
 FC0423;                    North         East    Units  Estimated Accuracy
 FC0423;SPC TN       -   116,110.      718,180.      MT  (+/- 180 meters Scaled)
 FC0423
 FC0423                          SUPERSEDED SURVEY CONTROL
 FC0423
 FC0423  NGVD 29 (??/??/92)  240.491  (m)          789.01   (f) ADJ UNCH    1 1
 FC0423
 FC0423.Superseded values are not recommended for survey control.
 FC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0423.See file dsdata.txt to determine how the superseded data were derived.
 FC0423
 FC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE089168(NAD 83)
 FC0423_MARKER: DB = BENCH MARK DISK
 FC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0423_STAMPING: J 257 1968
 FC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0423+STABILITY: SURFACE MOTION
 FC0423
 FC0423  HISTORY     - Date     Condition        Report By
 FC0423  HISTORY     - 1968     MONUMENTED       CGS
 FC0423
 FC0423                          STATION DESCRIPTION
 FC0423
 FC0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0423'0.6 MI SW FROM RICEVILLE.
 FC0423'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0423'OFFICE AT RICEVILLE, AT THE JUNCTION OF A GRAVELED DRIVE LEADING
 FC0423'SOUTHEAST TO A LARGE TWO-STORIED BRICK HOUSE ON THE CHARLIE
 FC0423'MILLER ANGUS FARM, ABOUT 75 YARDS WEST OF AND ACROSS THE DRIVE
 FC0423'FROM THE SOUTHERN RAILWAY MILEPOST 194, 36 FEET SOUTHEAST OF THE
 FC0423'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE CENTER LINE
 FC0423'OF THE DRIVE, 1 FOOT NORTHEAST OF A FENCE LINE, 1.3 FEET SOUTHEAST
 FC0423'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND DRIVE
 FC0423'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FC0423'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0859 ***********************************************************************
 FC0859  DESIGNATION -  J 258
 FC0859  PID         -  FC0859
 FC0859  STATE/COUNTY-  TN/MCMINN
 FC0859  USGS QUAD   -  NIOTA (1990)
 FC0859
 FC0859                         *CURRENT SURVEY CONTROL
 FC0859  ___________________________________________________________________
 FC0859* NAD 83(1986)-  35 30 36.     (N)    084 33 26.     (W)     SCALED    
 FC0859* NAVD 88     -       287.817  (meters)     944.28   (feet)  ADJUSTED  
 FC0859  ___________________________________________________________________
 FC0859  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0859  DYNAMIC HT  -         287.535 (meters)     943.35  (feet)  COMP
 FC0859  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 FC0859
 FC0859  VERT ORDER  -  FIRST     CLASS I
 FC0859
 FC0859.The horizontal coordinates were scaled from a topographic map and have
 FC0859.an estimated accuracy of +/- 6 seconds.
 FC0859
 FC0859.The orthometric height was determined by differential leveling
 FC0859.and adjusted by the National Geodetic Survey in June 1991..
 FC0859
 FC0859.The geoid height was determined by GEOID03.
 FC0859
 FC0859.The dynamic height is computed by dividing the NAVD 88
 FC0859.geopotential number by the normal gravity value computed on the
 FC0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0859.degrees latitude (g = 980.6199 gals.).
 FC0859
 FC0859.The modeled gravity was interpolated from observed gravity values.
 FC0859
 FC0859;                    North         East    Units  Estimated Accuracy
 FC0859;SPC TN       -   131,520.      730,880.      MT  (+/- 180 meters Scaled)
 FC0859
 FC0859                          SUPERSEDED SURVEY CONTROL
 FC0859
 FC0859  NGVD 29 (??/??/92)  287.875  (m)          944.47   (f) ADJ UNCH    1 1
 FC0859
 FC0859.Superseded values are not recommended for survey control.
 FC0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0859.See file dsdata.txt to determine how the superseded data were derived.
 FC0859
 FC0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE215323(NAD 83)
 FC0859_MARKER: DB = BENCH MARK DISK
 FC0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0859_SP_SET: BRIDGE
 FC0859_STAMPING: J 258 1968
 FC0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0859
 FC0859  HISTORY     - Date     Condition        Report By
 FC0859  HISTORY     - 1968     MONUMENTED       CGS
 FC0859
 FC0859                          STATION DESCRIPTION
 FC0859
 FC0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0859'0.6 MI SW FROM NIOTA.
 FC0859'ABOUT 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0859'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 100 YARDS SOUTHWEST
 FC0859'OF THE JUNCTION OF A BLACKTOP ROAD LEADING SOUTHEAST, SET IN THE
 FC0859'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 4-FOOT
 FC0859'CONCRETE BOX CULVERT OVER A DRAINAGE DITCH LEADING FROM THE
 FC0859'WHITE CLIF CORPORATION DYE HOUSE, 1 FOOT NORTHEAST OF THE SOUTHWEST
 FC0859'END OF THE HEAD WALL AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 FC0859'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0041 ***********************************************************************
 FC0041  DESIGNATION -  J 259
 FC0041  PID         -  FC0041
 FC0041  STATE/COUNTY-  TN/LOUDON
 FC0041  USGS QUAD   -  LOUDON (1984)
 FC0041
 FC0041                         *CURRENT SURVEY CONTROL
 FC0041  ___________________________________________________________________
 FC0041* NAD 83(1986)-  35 43 05.     (N)    084 21 31.     (W)     SCALED    
 FC0041* NAVD 88     -       263.606  (meters)     864.85   (feet)  ADJUSTED  
 FC0041  ___________________________________________________________________
 FC0041  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0041  DYNAMIC HT  -         263.354 (meters)     864.02  (feet)  COMP
 FC0041  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0041
 FC0041  VERT ORDER  -  FIRST     CLASS I
 FC0041
 FC0041.The horizontal coordinates were scaled from a topographic map and have
 FC0041.an estimated accuracy of +/- 6 seconds.
 FC0041
 FC0041.The orthometric height was determined by differential leveling
 FC0041.and adjusted by the National Geodetic Survey in June 1991..
 FC0041
 FC0041.The geoid height was determined by GEOID03.
 FC0041
 FC0041.The dynamic height is computed by dividing the NAVD 88
 FC0041.geopotential number by the normal gravity value computed on the
 FC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0041.degrees latitude (g = 980.6199 gals.).
 FC0041
 FC0041.The modeled gravity was interpolated from observed gravity values.
 FC0041
 FC0041;                    North         East    Units  Estimated Accuracy
 FC0041;SPC TN       -   154,880.      748,500.      MT  (+/- 180 meters Scaled)
 FC0041
 FC0041                          SUPERSEDED SURVEY CONTROL
 FC0041
 FC0041  NGVD 29 (??/??/92)  263.700  (m)          865.16   (f) ADJ UNCH    1 1
 FC0041
 FC0041.Superseded values are not recommended for survey control.
 FC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0041.See file dsdata.txt to determine how the superseded data were derived.
 FC0041
 FC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE389558(NAD 83)
 FC0041_MARKER: DB = BENCH MARK DISK
 FC0041_SETTING: 66 = SET IN ROCK OUTCROP
 FC0041_SP_SET: LEDGE
 FC0041_STAMPING: J 259 1968
 FC0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0041+STABILITY: POSITION/ELEVATION WELL
 FC0041
 FC0041  HISTORY     - Date     Condition        Report By
 FC0041  HISTORY     - 1968     MONUMENTED       CGS
 FC0041
 FC0041                          STATION DESCRIPTION
 FC0041
 FC0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0041'2 MI SW FROM LOUDON.
 FC0041'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0041'COURTHOUSE AT LOUDON, ABOUT 0.45 MILE SOUTHWEST OF THE JUNCTION
 FC0041'OF CITY SPRINGS ROAD, AT A POWER LINE CROSSING, 72 FEET EAST OF
 FC0041'THE CENTER OF THE JUNCTION OF A BLACKTOP DRIVE LEADING NORTHWEST
 FC0041'OF A ONE STORY WHITE FRAME HOUSE, SET IN THE TOP OF A ROCK LEDGE
 FC0041'THAT THE EXPOSED PART IS ABOUT 16 FEET LONG BY 3 FEET HIGH AT
 FC0041'THE HIGHEST POINT, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0041'HIGHWAY, 1.2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK AND
 FC0041'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0114 ***********************************************************************
 FC0114  DESIGNATION -  J 260
 FC0114  PID         -  FC0114
 FC0114  STATE/COUNTY-  TN/KNOX
 FC0114  USGS QUAD   -  BEARDEN (1990)
 FC0114
 FC0114                         *CURRENT SURVEY CONTROL
 FC0114  ___________________________________________________________________
 FC0114* NAD 83(1986)-  35 55 02.     (N)    084 01 46.     (W)     SCALED    
 FC0114* NAVD 88     -       280.992  (meters)     921.89   (feet)  ADJUSTED  
 FC0114  ___________________________________________________________________
 FC0114  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0114  DYNAMIC HT  -         280.729 (meters)     921.03  (feet)  COMP
 FC0114  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0114
 FC0114  VERT ORDER  -  FIRST     CLASS I
 FC0114
 FC0114.The horizontal coordinates were scaled from a topographic map and have
 FC0114.an estimated accuracy of +/- 6 seconds.
 FC0114
 FC0114.The orthometric height was determined by differential leveling
 FC0114.and adjusted by the National Geodetic Survey in June 1991..
 FC0114
 FC0114.The geoid height was determined by GEOID03.
 FC0114
 FC0114.The dynamic height is computed by dividing the NAVD 88
 FC0114.geopotential number by the normal gravity value computed on the
 FC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0114.degrees latitude (g = 980.6199 gals.).
 FC0114
 FC0114.The modeled gravity was interpolated from observed gravity values.
 FC0114
 FC0114;                    North         East    Units  Estimated Accuracy
 FC0114;SPC TN       -   177,520.      777,840.      MT  (+/- 180 meters Scaled)
 FC0114
 FC0114                          SUPERSEDED SURVEY CONTROL
 FC0114
 FC0114  NGVD 29 (??/??/92)  281.125  (m)          922.32   (f) ADJ UNCH    1 1
 FC0114
 FC0114.Superseded values are not recommended for survey control.
 FC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0114.See file dsdata.txt to determine how the superseded data were derived.
 FC0114
 FC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE680788(NAD 83)
 FC0114_MARKER: DB = BENCH MARK DISK
 FC0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0114_SP_SET: CULVERT
 FC0114_STAMPING: J 260 1968
 FC0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0114
 FC0114  HISTORY     - Date     Condition        Report By
 FC0114  HISTORY     - 1968     MONUMENTED       CGS
 FC0114  HISTORY     - 1982     GOOD             LOCENG
 FC0114
 FC0114                          STATION DESCRIPTION
 FC0114
 FC0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0114'1.8 MI SW FROM BEARDEN.
 FC0114'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0114'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.15 MILE NORTHEAST
 FC0114'OF MILEPOST 138, ABOUT 90 YARDS NORTHEAST OF THE CENTER OF THE
 FC0114'CROSSING OF MORRELL ROAD, SET IN THE TOP OF THE WING WALL AND AT
 FC0114'THE NORTH CORNER OF A 4-FOOT CONCRETE AND STONE BOX CULVERT UNDER
 FC0114'THE TRACK, 27.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 5.9 FEET
 FC0114'SOUTH OF THE NORTH END OF THE WING WALL, AND ABOUT 15 FEET BELOW
 FC0114'THE LEVEL OF THE TRACK.
 FC0114
 FC0114                          STATION RECOVERY (1982)
 FC0114
 FC0114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0322 ***********************************************************************
 FF0322  DESIGNATION -  J 261
 FF0322  PID         -  FF0322
 FF0322  STATE/COUNTY-  TN/SHELBY
 FF0322  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0322
 FF0322                         *CURRENT SURVEY CONTROL
 FF0322  ___________________________________________________________________
 FF0322* NAD 83(1995)-  35 13 06.00479(N)    090 01 46.46696(W)     ADJUSTED  
 FF0322* NAVD 88     -        76.758  (meters)     251.83   (feet)  ADJUSTED  
 FF0322  ___________________________________________________________________
 FF0322  X           -      -2,692.600 (meters)                     COMP
 FF0322  Y           -  -5,216,535.254 (meters)                     COMP
 FF0322  Z           -   3,657,710.907 (meters)                     COMP
 FF0322  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FF0322  ELLIP HEIGHT-          49.45  (meters)          (05/31/05) GPS OBS
 FF0322  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0322  DYNAMIC HT  -          76.689 (meters)     251.60  (feet)  COMP
 FF0322  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FF0322
 FF0322  HORZ ORDER  -  FIRST
 FF0322  VERT ORDER  -  FIRST     CLASS I
 FF0322  ELLP ORDER  -  FOURTH    CLASS II
 FF0322
 FF0322.The horizontal coordinates were established by GPS observations
 FF0322.and adjusted by the National Geodetic Survey in May 2005..
 FF0322
 FF0322.The orthometric height was determined by differential leveling
 FF0322.and adjusted by the National Geodetic Survey in June 1991..
 FF0322
 FF0322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0322
 FF0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0322
 FF0322.The ellipsoidal height was determined by GPS observations
 FF0322.and is referenced to NAD 83.
 FF0322
 FF0322.The geoid height was determined by GEOID03.
 FF0322
 FF0322.The dynamic height is computed by dividing the NAVD 88
 FF0322.geopotential number by the normal gravity value computed on the
 FF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0322.degrees latitude (g = 980.6199 gals.).
 FF0322
 FF0322.The modeled gravity was interpolated from observed gravity values.
 FF0322
 FF0322;                    North         East     Units Scale Factor Converg.
 FF0322;SPC TN       -   105,743.136   233,228.873   MT  1.00000574   -2 21 32.7
 FF0322;SPC TN       -   346,925.61    765,185.06   sFT  1.00000574   -2 21 32.7
 FF0322;UTM  15      - 3,901,299.951   770,375.198   MT  1.00050102   +1 42 50.6
 FF0322;UTM  16      - 3,901,462.719   224,239.307   MT  1.00053728   -1 44 53.7
 FF0322
 FF0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0322!SPC TN       -   0.99999224  x   1.00000574  =   0.99999798
 FF0322!UTM  15      -   0.99999224  x   1.00050102  =   1.00049325
 FF0322!UTM  16      -   0.99999224  x   1.00053728  =   1.00052951
 FF0322
 FF0322                          SUPERSEDED SURVEY CONTROL
 FF0322
 FF0322  NAVD 88 (05/31/05)   76.76   (m)          251.8    (f) LEVELING    3  
 FF0322  NGVD 29 (??/??/??)   76.713  (m)          251.68   (f) ADJUSTED    1 1
 FF0322
 FF0322.Superseded values are not recommended for survey control.
 FF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0322.See file dsdata.txt to determine how the superseded data were derived.
 FF0322
 FF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7037501300(NAD 83)
 FF0322_MARKER: DB = BENCH MARK DISK
 FF0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0322_SP_SET: 46 FEET
 FF0322_STAMPING: J 261 1974
 FF0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0322+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0322
 FF0322  HISTORY     - Date     Condition        Report By
 FF0322  HISTORY     - 1974     MONUMENTED       NGS
 FF0322  HISTORY     - 19941212 GOOD             TN1620
 FF0322  HISTORY     - 20021022 GOOD             USACE
 FF0322  HISTORY     - 20030702 GOOD             EMCINC
 FF0322
 FF0322                          STATION DESCRIPTION
 FF0322
 FF0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0322'AT FRAYSER.
 FF0322'AT FRAYSER, 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FF0322'OVERPASS OVER ILLINOIS CENTRAL RAILROAD, 47 FEET SOUTHEAST OF THE
 FF0322'SOUTHEAST CORNER OF THE FRAYSER BAPTIST CHURCH, 81 FEET
 FF0322'WEST-NORTHWEST OF THE WEST-NORTHWEST LANE OF U.S. HIGHWAY 51,
 FF0322'51 FEET WEST OF TELEPHONE POLE 104222, 12 FEET SOUTH OF THE SOUTH
 FF0322'EDGE OF A CONCRETE SIDEWALK, 1 FOOT EAST OF THE SOUTH END OF A LOW
 FF0322'BRICK FOUNDATION SUPPORTING WROUGHT IRON SIGN FRAYSER BAPTIST
 FF0322'CHURCH, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A COPPER COATED
 FF0322'STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FF0322'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL DEPTH
 FF0322'OF 46 FEET.
 FF0322
 FF0322                          STATION RECOVERY (1994)
 FF0322
 FF0322'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0322'RECOVERED IN GOOD CONDITION.
 FF0322
 FF0322                          STATION RECOVERY (2002)
 FF0322
 FF0322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0322'RECOVERED IN GOOD CONDITION.
 FF0322
 FF0322                          STATION RECOVERY (2003)
 FF0322
 FF0322'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1349 ***********************************************************************
 FE1349  DESIGNATION -  J 262
 FE1349  PID         -  FE1349
 FE1349  STATE/COUNTY-  TN/TIPTON
 FE1349  USGS QUAD   -  MUNFORD (1983)
 FE1349
 FE1349                         *CURRENT SURVEY CONTROL
 FE1349  ___________________________________________________________________
 FE1349* NAD 83(1986)-  35 27 05.     (N)    089 46 45.     (W)     SCALED    
 FE1349* NAVD 88     -       133.611  (meters)     438.36   (feet)  ADJUSTED  
 FE1349  ___________________________________________________________________
 FE1349  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1349  DYNAMIC HT  -         133.494 (meters)     437.97  (feet)  COMP
 FE1349  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1349
 FE1349  VERT ORDER  -  FIRST     CLASS I
 FE1349
 FE1349.The horizontal coordinates were scaled from a topographic map and have
 FE1349.an estimated accuracy of +/- 6 seconds.
 FE1349
 FE1349.The orthometric height was determined by differential leveling
 FE1349.and adjusted by the National Geodetic Survey in June 1991..
 FE1349
 FE1349.The geoid height was determined by GEOID03.
 FE1349
 FE1349.The dynamic height is computed by dividing the NAVD 88
 FE1349.geopotential number by the normal gravity value computed on the
 FE1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1349.degrees latitude (g = 980.6199 gals.).
 FE1349
 FE1349.The modeled gravity was interpolated from observed gravity values.
 FE1349
 FE1349;                    North         East    Units  Estimated Accuracy
 FE1349;SPC TN       -   130,670.      257,010.      MT  (+/- 180 meters Scaled)
 FE1349
 FE1349                          SUPERSEDED SURVEY CONTROL
 FE1349
 FE1349  NGVD 29 (??/??/??)  133.585  (m)          438.27   (f) ADJUSTED    1 1
 FE1349
 FE1349.Superseded values are not recommended for survey control.
 FE1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1349.See file dsdata.txt to determine how the superseded data were derived.
 FE1349
 FE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE477266(NAD 83)
 FE1349_MARKER: DB = BENCH MARK DISK
 FE1349_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1349+WITH SETTING: INTO GROUND
 FE1349_STAMPING: J 262 1974
 FE1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1349+STABILITY: SURFACE MOTION
 FE1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1349+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1349
 FE1349  HISTORY     - Date     Condition        Report By
 FE1349  HISTORY     - 1974     MONUMENTED       NGS
 FE1349  HISTORY     - 20021003 GOOD             USACE
 FE1349
 FE1349                          STATION DESCRIPTION
 FE1349
 FE1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1349'0.7 MI NE FROM CROSSTOWN.
 FE1349'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1349'INTERSECTION WITH THE ATOKA-MUNFORD ROAD AT CROSSRTOWN, 340
 FE1349'FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING
 FE1349'NORTH, 74.5 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST
 FE1349'LANE OF U.S. HIGHWAY 51, 104.7 FEET NORTHEAST OF A FENCE CORNER
 FE1349'POST, 107 FEET SOUTHWEST OF TELEPHONE CABLE PEDESTAL C10-3, 5.2
 FE1349'FEET NORTHEAST OF A TELEPHONE POLE, 1.3 FEET SOUTHEAST OF A
 FE1349'GARDEN FENCE, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, 3 1/2
 FE1349'FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 FE1349'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FE1349'3-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 FE1349'THAT IS 1-INCH BELOW GROUND.
 FE1349
 FE1349                          STATION RECOVERY (2002)
 FE1349
 FE1349'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1772 ***********************************************************************
 FE1772  DESIGNATION -  J 263
 FE1772  PID         -  FE1772
 FE1772  STATE/COUNTY-  TN/LAUDERDALE
 FE1772  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1772
 FE1772                         *CURRENT SURVEY CONTROL
 FE1772  ___________________________________________________________________
 FE1772* NAD 83(1986)-  35 45 15.     (N)    089 32 58.     (W)     SCALED    
 FE1772* NAVD 88     -       104.319  (meters)     342.25   (feet)  ADJUSTED  
 FE1772  ___________________________________________________________________
 FE1772  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1772  DYNAMIC HT  -         104.230 (meters)     341.96  (feet)  COMP
 FE1772  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 FE1772
 FE1772  VERT ORDER  -  FIRST     CLASS I
 FE1772
 FE1772.The horizontal coordinates were scaled from a topographic map and have
 FE1772.an estimated accuracy of +/- 6 seconds.
 FE1772
 FE1772.The orthometric height was determined by differential leveling
 FE1772.and adjusted by the National Geodetic Survey in June 1991..
 FE1772
 FE1772.The geoid height was determined by GEOID03.
 FE1772
 FE1772.The dynamic height is computed by dividing the NAVD 88
 FE1772.geopotential number by the normal gravity value computed on the
 FE1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1772.degrees latitude (g = 980.6199 gals.).
 FE1772
 FE1772.The modeled gravity was interpolated from observed gravity values.
 FE1772
 FE1772;                    North         East    Units  Estimated Accuracy
 FE1772;SPC TN       -   163,460.      279,070.      MT  (+/- 180 meters Scaled)
 FE1772
 FE1772                          SUPERSEDED SURVEY CONTROL
 FE1772
 FE1772  NGVD 29 (??/??/??)  104.278  (m)          342.12   (f) ADJUSTED    1 1
 FE1772
 FE1772.Superseded values are not recommended for survey control.
 FE1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1772.See file dsdata.txt to determine how the superseded data were derived.
 FE1772
 FE1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE694596(NAD 83)
 FE1772_MARKER: DB = BENCH MARK DISK
 FE1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1772_SP_SET: OVERPASS
 FE1772_STAMPING: J 263 1974
 FE1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1772+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1772
 FE1772  HISTORY     - Date     Condition        Report By
 FE1772  HISTORY     - 1974     MONUMENTED       NGS
 FE1772  HISTORY     - 20020809 GOOD             USACE
 FE1772
 FE1772                          STATION DESCRIPTION
 FE1772
 FE1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1772'1.4 MI NW FROM RIPLEY.
 FE1772'ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1772'COUNTY COURTHOUSE AT RIPLEY, AT THE MOST SOUTHEASTERLY OF TWO
 FE1772'NEW CONCRETE OVERPASSES OF NEW U.S. HIGHWAY 51 OVER STATE
 FE1772'HIGHWAY 19, 90 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 FE1772'HIGHWAY 19, 24.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE1772'SOUTHEAST LANE OF NEW U.S. HIGHWAY 51, SET IN TOP OF THE EAST
 FE1772'CORNER OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE SEAT OF
 FE1772'OVERPASS, ABOUT 15 FEET ABOVE STATE HIGHWAY 19 AND 6.2 FEET BELOW
 FE1772'LEVEL OF U.S. HIGHWAY 51.
 FE1772
 FE1772                          STATION RECOVERY (2002)
 FE1772
 FE1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0961 ***********************************************************************
 FE0961  DESIGNATION -  J 264
 FE0961  PID         -  FE0961
 FE0961  STATE/COUNTY-  TN/LAUDERDALE
 FE0961  USGS QUAD   -  FOWLKES (1983)
 FE0961
 FE0961                         *CURRENT SURVEY CONTROL
 FE0961  ___________________________________________________________________
 FE0961* NAD 83(1986)-  35 54 25.     (N)    089 28 20.     (W)     SCALED    
 FE0961* NAVD 88     -       123.791  (meters)     406.14   (feet)  ADJUSTED  
 FE0961  ___________________________________________________________________
 FE0961  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0961  DYNAMIC HT  -         123.686 (meters)     405.79  (feet)  COMP
 FE0961  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0961
 FE0961  VERT ORDER  -  FIRST     CLASS I
 FE0961
 FE0961.The horizontal coordinates were scaled from a topographic map and have
 FE0961.an estimated accuracy of +/- 6 seconds.
 FE0961
 FE0961.The orthometric height was determined by differential leveling
 FE0961.and adjusted by the National Geodetic Survey in June 1991..
 FE0961
 FE0961.The geoid height was determined by GEOID03.
 FE0961
 FE0961.The dynamic height is computed by dividing the NAVD 88
 FE0961.geopotential number by the normal gravity value computed on the
 FE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0961.degrees latitude (g = 980.6199 gals.).
 FE0961
 FE0961.The modeled gravity was interpolated from observed gravity values.
 FE0961
 FE0961;                    North         East    Units  Estimated Accuracy
 FE0961;SPC TN       -   180,150.      286,650.      MT  (+/- 180 meters Scaled)
 FE0961
 FE0961                          SUPERSEDED SURVEY CONTROL
 FE0961
 FE0961  NGVD 29 (??/??/??)  123.734  (m)          405.95   (f) ADJUSTED    1 1
 FE0961
 FE0961.Superseded values are not recommended for survey control.
 FE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0961.See file dsdata.txt to determine how the superseded data were derived.
 FE0961
 FE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE769764(NAD 83)
 FE0961_MARKER: DB = BENCH MARK DISK
 FE0961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0961_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0961_STAMPING: J 264 1974
 FE0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0961
 FE0961  HISTORY     - Date     Condition        Report By
 FE0961  HISTORY     - 1974     MONUMENTED       NGS
 FE0961  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0961
 FE0961                          STATION DESCRIPTION
 FE0961
 FE0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0961'5 MI W FROM HALLS.
 FE0961'ABOUT 5 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST BAPTIST
 FE0961'CHURCH AT HALLS, ABOUT 1.50 MILES EAST OF SMALL COMMUNITY OF
 FE0961'PORTER GAP, ALSO, ABOUT 1.05 MILES WEST OF SMALL COMMUNITY OF
 FE0961'DOUBLE BRIDGES, 153.8 FEET WEST OF THE JUNCTION OF A PAVED ROAD
 FE0961'LEADING NORTHWEST, 27.1 FEET NORTH OF THE CENTER LINE OF THE
 FE0961'HIGHWAY, 2.9 FEET NORTHEAST OF A POWER POLE WITH WITNESS SIGN,
 FE0961'1.9 FEET SOUTH OF A FENCE, 1.5 FOOT ABOVE HIGHWAY AND ON TOP OF
 FE0961'A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE0961'BASE PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY
 FE0961'A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT.
 FE0961
 FE0961                          STATION RECOVERY (2002)
 FE0961
 FE0961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1076 ***********************************************************************
 GD1076  DESIGNATION -  J 265
 GD1076  PID         -  GD1076
 GD1076  STATE/COUNTY-  TN/LAKE
 GD1076  USGS QUAD   -  MOORING (1983)
 GD1076
 GD1076                         *CURRENT SURVEY CONTROL
 GD1076  ___________________________________________________________________
 GD1076* NAD 83(1986)-  36 15 48.     (N)    089 30 27.     (W)     SCALED    
 GD1076* NAVD 88     -        83.897  (meters)     275.25   (feet)  ADJUSTED  
 GD1076  ___________________________________________________________________
 GD1076  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1076  DYNAMIC HT  -          83.828 (meters)     275.03  (feet)  COMP
 GD1076  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GD1076
 GD1076  VERT ORDER  -  FIRST     CLASS I
 GD1076
 GD1076.The horizontal coordinates were scaled from a topographic map and have
 GD1076.an estimated accuracy of +/- 6 seconds.
 GD1076
 GD1076.The orthometric height was determined by differential leveling
 GD1076.and adjusted by the National Geodetic Survey in June 1991..
 GD1076
 GD1076.The geoid height was determined by GEOID03.
 GD1076
 GD1076.The dynamic height is computed by dividing the NAVD 88
 GD1076.geopotential number by the normal gravity value computed on the
 GD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1076.degrees latitude (g = 980.6199 gals.).
 GD1076
 GD1076.The modeled gravity was interpolated from observed gravity values.
 GD1076
 GD1076;                    North         East    Units  Estimated Accuracy
 GD1076;SPC TN       -   219,780.      284,880.      MT  (+/- 180 meters Scaled)
 GD1076
 GD1076                          SUPERSEDED SURVEY CONTROL
 GD1076
 GD1076  NGVD 29 (??/??/??)   83.822  (m)          275.01   (f) ADJUSTED    1 1
 GD1076
 GD1076.Superseded values are not recommended for survey control.
 GD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1076.See file dsdata.txt to determine how the superseded data were derived.
 GD1076
 GD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF747160(NAD 83)
 GD1076_MARKER: DB = BENCH MARK DISK
 GD1076_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1076+WITH SETTING: INTO GROUND
 GD1076_STAMPING: J 265 1974
 GD1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1076+STABILITY: SURFACE MOTION
 GD1076
 GD1076  HISTORY     - Date     Condition        Report By
 GD1076  HISTORY     - 1974     MONUMENTED       NGS
 GD1076  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD1076
 GD1076                          STATION DESCRIPTION
 GD1076
 GD1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1076'1.65 MI W FROM RIDGELY.
 GD1076'ABOUT 0.75 MI WEST ALONG POPLAR STREET FROM THE LAKE COUNTY
 GD1076'HIGHWAY COMM. OFFICE BLDG AT RIDGELY, THENCE 0.90 WEST ALONG
 GD1076'LEVEE ROAD FROM THE RAILROAD STATION AT RIDGELY, AT THREE ABANDONED
 GD1076'FRAME HOUSES IN A ROW, BETWEEN THE TWO EAST HOUSES,81.5 FT
 GD1076'SOUTH OF THE CENTER LINE OF LEVEE ROAD, 25.8 FT WEST OF THE
 GD1076'EXTENDED CENTER LINE OF A DRIVE BETWEEN THE HOUSES, 16.2 FT
 GD1076'ESE OF THE SE CORNER OF THE CENTER HOUSE, 1.5 FT WEST OF A
 GD1076'POWER POLE, 1.5 FT BELOW THE LEVEL OF THE HIGHWAY AND ON TOP
 GD1076'OF A 4 FT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GD1076'METAL BASE PLATE. THE DISK IS 0.1 FT BELOW THE GROUND AND
 GD1076'PROTECTED BY A 4 INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 GD1076
 GD1076                          STATION RECOVERY (2002)
 GD1076
 GD1076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1076'SUSPECTED DESTROYED AND NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1330 ***********************************************************************
 GC1330  DESIGNATION -  J 28
 GC1330  PID         -  GC1330
 GC1330  STATE/COUNTY-  TN/CHEATHAM
 GC1330  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1330
 GC1330                         *CURRENT SURVEY CONTROL
 GC1330  ___________________________________________________________________
 GC1330* NAD 83(1986)-  36 06 08.     (N)    087 06 56.     (W)     SCALED    
 GC1330* NAVD 88     -       156.097  (meters)     512.13   (feet)  ADJUSTED  
 GC1330  ___________________________________________________________________
 GC1330  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC1330  DYNAMIC HT  -         155.963 (meters)     511.69  (feet)  COMP
 GC1330  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GC1330
 GC1330  VERT ORDER  -  FIRST     CLASS II
 GC1330
 GC1330.The horizontal coordinates were scaled from a topographic map and have
 GC1330.an estimated accuracy of +/- 6 seconds.
 GC1330
 GC1330.The orthometric height was determined by differential leveling
 GC1330.and adjusted by the National Geodetic Survey in June 1991..
 GC1330
 GC1330.The geoid height was determined by GEOID03.
 GC1330
 GC1330.The dynamic height is computed by dividing the NAVD 88
 GC1330.geopotential number by the normal gravity value computed on the
 GC1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1330.degrees latitude (g = 980.6199 gals.).
 GC1330
 GC1330.The modeled gravity was interpolated from observed gravity values.
 GC1330
 GC1330;                    North         East    Units  Estimated Accuracy
 GC1330;SPC TN       -   196,830.      499,550.      MT  (+/- 180 meters Scaled)
 GC1330
 GC1330                          SUPERSEDED SURVEY CONTROL
 GC1330
 GC1330  NGVD 29 (??/??/92)  156.120  (m)          512.20   (f) ADJ UNCH    1 2
 GC1330
 GC1330.Superseded values are not recommended for survey control.
 GC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1330.See file dsdata.txt to determine how the superseded data were derived.
 GC1330
 GC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE895952(NAD 83)
 GC1330_MARKER: DB = BENCH MARK DISK
 GC1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1330_STAMPING: 512.460 J 28 1934
 GC1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1330+STABILITY: SURFACE MOTION
 GC1330
 GC1330  HISTORY     - Date     Condition        Report By
 GC1330  HISTORY     - 1934     MONUMENTED       CGS
 GC1330  HISTORY     - 1948     GOOD             NGS
 GC1330
 GC1330                          STATION DESCRIPTION
 GC1330
 GC1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1330'IN KINGSTON SPRINGS.
 GC1330'AT KINGSTON SPRINGS, ALONG THE NASHVILLE, CHATTANOOGA AND
 GC1330'ST. LOUIS RAILWAY, 182 FEET NORTHWEST AND ACROSS THE TRACKS FROM
 GC1330'THE NORTHWEST OF MILEPOST 24, 44 FEET NORTH OF THE NORTH RAIL
 GC1330'OF THE MAIN TRACK, 44 FEET WEST OF A FENCE CORNER, 3 FEET
 GC1330'SOUTH OF THE FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 GC1330'POST, ABOUT 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF
 GC1330'A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1232 ***********************************************************************
 FD1232  DESIGNATION -  J 29
 FD1232  PID         -  FD1232
 FD1232  STATE/COUNTY-  TN/HICKMAN
 FD1232  USGS QUAD   -  BEAVERDAM SPRINGS (1968)
 FD1232
 FD1232                         *CURRENT SURVEY CONTROL
 FD1232  ___________________________________________________________________
 FD1232* NAD 83(1986)-  35 38 16.     (N)    087 31 14.     (W)     SCALED    
 FD1232* NAVD 88     -       234.659  (meters)     769.88   (feet)  ADJUSTED  
 FD1232  ___________________________________________________________________
 FD1232  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1232  DYNAMIC HT  -         234.446 (meters)     769.18  (feet)  COMP
 FD1232  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 FD1232
 FD1232  VERT ORDER  -  SECOND    CLASS 0
 FD1232
 FD1232.The horizontal coordinates were scaled from a topographic map and have
 FD1232.an estimated accuracy of +/- 6 seconds.
 FD1232
 FD1232.The orthometric height was determined by differential leveling
 FD1232.and adjusted by the National Geodetic Survey in June 1991..
 FD1232
 FD1232.The geoid height was determined by GEOID03.
 FD1232
 FD1232.The dynamic height is computed by dividing the NAVD 88
 FD1232.geopotential number by the normal gravity value computed on the
 FD1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1232.degrees latitude (g = 980.6199 gals.).
 FD1232
 FD1232.The modeled gravity was interpolated from observed gravity values.
 FD1232
 FD1232;                    North         East    Units  Estimated Accuracy
 FD1232;SPC TN       -   145,800.      462,290.      MT  (+/- 180 meters Scaled)
 FD1232
 FD1232                          SUPERSEDED SURVEY CONTROL
 FD1232
 FD1232  NGVD 29 (??/??/92)  234.639  (m)          769.81   (f) ADJ UNCH    2 0
 FD1232
 FD1232.Superseded values are not recommended for survey control.
 FD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1232.See file dsdata.txt to determine how the superseded data were derived.
 FD1232
 FD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE528438(NAD 83)
 FD1232_MARKER: DB = BENCH MARK DISK
 FD1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1232_STAMPING: J 29 1934
 FD1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1232+STABILITY: SURFACE MOTION
 FD1232
 FD1232  HISTORY     - Date     Condition        Report By
 FD1232  HISTORY     - 1934     MONUMENTED       CGS
 FD1232  HISTORY     - 1953     GOOD             NGS
 FD1232
 FD1232                          STATION DESCRIPTION
 FD1232
 FD1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1232'1.7 MI S FROM AETNA.
 FD1232'1.7 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA ST. LOUIS
 FD1232'RAILWAY FROM AETNA, HICKMAN COUNTY, 32 YARDS NORTH OF MILEPOST
 FD1232'44, 3 FEET SOUTH OF POLE 43/26, AND 18 FEET WEST OF THE CENTERLINE
 FD1232'OF THE TRACK.  A STANDARD DISK STAMPED J 29 1934 AND SET IN THE
 FD1232'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2402 ***********************************************************************
 FB2402  DESIGNATION -  J 292
 FB2402  PID         -  FB2402
 FB2402  STATE/COUNTY-  TN/KNOX
 FB2402  USGS QUAD   -  MARYVILLE (1979)
 FB2402
 FB2402                         *CURRENT SURVEY CONTROL
 FB2402  ___________________________________________________________________
 FB2402* NAD 83(1986)-  35 52 25.     (N)    083 56 32.     (W)     SCALED    
 FB2402* NAVD 88     -       250.395  (meters)     821.50   (feet)  ADJUSTED  
 FB2402  ___________________________________________________________________
 FB2402  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FB2402  DYNAMIC HT  -         250.161 (meters)     820.74  (feet)  COMP
 FB2402  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FB2402
 FB2402  VERT ORDER  -  FIRST     CLASS II
 FB2402
 FB2402.The horizontal coordinates were scaled from a topographic map and have
 FB2402.an estimated accuracy of +/- 6 seconds.
 FB2402
 FB2402.The orthometric height was determined by differential leveling
 FB2402.and adjusted by the National Geodetic Survey in June 1991..
 FB2402
 FB2402.The geoid height was determined by GEOID03.
 FB2402
 FB2402.The dynamic height is computed by dividing the NAVD 88
 FB2402.geopotential number by the normal gravity value computed on the
 FB2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2402.degrees latitude (g = 980.6199 gals.).
 FB2402
 FB2402.The modeled gravity was interpolated from observed gravity values.
 FB2402
 FB2402;                    North         East    Units  Estimated Accuracy
 FB2402;SPC TN       -   172,850.      785,810.      MT  (+/- 180 meters Scaled)
 FB2402
 FB2402                          SUPERSEDED SURVEY CONTROL
 FB2402
 FB2402  NGVD 29 (12/12/91)  250.526  (m)          821.93   (f) ADJUSTED    1 2
 FB2402
 FB2402.Superseded values are not recommended for survey control.
 FB2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2402.See file dsdata.txt to determine how the superseded data were derived.
 FB2402
 FB2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV343739(NAD 83)
 FB2402_MARKER: I = METAL ROD
 FB2402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2402_SP_SET: STAINLESS STEEL ROD
 FB2402_STAMPING: J 292 1983
 FB2402_MARK LOGO: NGS   
 FB2402_PROJECTION: FLUSH
 FB2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2402_ROD/PIPE-DEPTH: 6.8  meters
 FB2402
 FB2402  HISTORY     - Date     Condition        Report By
 FB2402  HISTORY     - 1983     MONUMENTED       NGS
 FB2402
 FB2402                          STATION DESCRIPTION
 FB2402
 FB2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2402'10.2 KM (6.35 MI) SW FROM SOUTH KNOXVILLE.
 FB2402'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2402'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2402'KNOXVILLE, THENCE 8.6 KM (5.35 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2402'(MARYVILLE PIKE) TO THE ENTRANCE TO STOCK CREEK MARINA AND THE MARK ON
 FB2402'THE RIGHT, 13.41 METERS (44.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 FB2402'HIGHWAY, 11.28 METERS (37.0 FT) NORTH OF THE CENTER OF A PAVED ROAD
 FB2402'LEADING INTO THE MARINA, 7.68 METERS (25.2 FT) WEST OF A POWER LINE
 FB2402'BRACE POLE WITH 1 GUY WIRE, 1.13 METERS (3.7 FT) SOUTHEAST OF THE
 FB2402'SOUTH WOODEN LEG OF A SIGN FOR STOCK CREEK MARINA.
 FB2402'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1623 ***********************************************************************
 FC1623  DESIGNATION -  J 293
 FC1623  PID         -  FC1623
 FC1623  STATE/COUNTY-  TN/MARION
 FC1623  USGS QUAD   -  SEQUATCHIE (1982)
 FC1623
 FC1623                         *CURRENT SURVEY CONTROL
 FC1623  ___________________________________________________________________
 FC1623* NAD 83(1986)-  35 00 15.     (N)    085 34 19.     (W)     SCALED    
 FC1623* NAVD 88     -       206.422  (meters)     677.24   (feet)  ADJUSTED  
 FC1623  ___________________________________________________________________
 FC1623  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1623  DYNAMIC HT  -         206.221 (meters)     676.58  (feet)  COMP
 FC1623  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FC1623
 FC1623  VERT ORDER  -  FIRST     CLASS II
 FC1623
 FC1623.The horizontal coordinates were scaled from a topographic map and have
 FC1623.an estimated accuracy of +/- 6 seconds.
 FC1623
 FC1623.The orthometric height was determined by differential leveling
 FC1623.and adjusted by the National Geodetic Survey in June 1991..
 FC1623
 FC1623.The geoid height was determined by GEOID03.
 FC1623
 FC1623.The dynamic height is computed by dividing the NAVD 88
 FC1623.geopotential number by the normal gravity value computed on the
 FC1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1623.degrees latitude (g = 980.6199 gals.).
 FC1623
 FC1623.The modeled gravity was interpolated from observed gravity values.
 FC1623
 FC1623;                    North         East    Units  Estimated Accuracy
 FC1623;SPC TN       -    74,520.      639,080.      MT  (+/- 180 meters Scaled)
 FC1623
 FC1623                          SUPERSEDED SURVEY CONTROL
 FC1623
 FC1623.No superseded survey control is available for this station.
 FC1623
 FC1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD303744(NAD 83)
 FC1623_MARKER: I = METAL ROD
 FC1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1623_SP_SET: STAINLESS STEEL ROD
 FC1623_STAMPING: J 293 1983
 FC1623_MARK LOGO: NGS   
 FC1623_PROJECTION: RECESSED 5 CENTIMETERS
 FC1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1623_ROD/PIPE-DEPTH: 4.3  meters
 FC1623
 FC1623  HISTORY     - Date     Condition        Report By
 FC1623  HISTORY     - 1983     MONUMENTED       NGS
 FC1623
 FC1623                          STATION DESCRIPTION
 FC1623
 FC1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1623'5.2 KM (3.25 MI) SW FROM HALETOWN.
 FC1623'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 41, 64, AND 72 FROM
 FC1623'THE POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM
 FC1623'(0.45 MI) SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 4.1 KM
 FC1623'(2.55 MI) WESTERLY ALONG STATE HIGHWAY 156, SET AT A POINT WHERE THE
 FC1623'HIGH TENSION POWERLINES CROSS OVER THE HIGHWAY, 6.94 METERS (22.8 FT)
 FC1623'EAST OF THE CENTERLINE OF THE HIGHWAY, 11.98 METERS (39.3 FT)
 FC1623'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 3.66 METERS
 FC1623'(12.0 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING WEST,
 FC1623'AND 1.31 METERS (4.3 FT) EAST OF A POWERLINE POLE.  NOTE, THE ROD WAS
 FC1623'DRIVEN TO REFUSAL.
 FC1623'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 FC1623'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1648 ***********************************************************************
 FC1648  DESIGNATION -  J 294
 FC1648  PID         -  FC1648
 FC1648  STATE/COUNTY-  TN/BRADLEY
 FC1648  USGS QUAD   -  MC DONALD (1976)
 FC1648
 FC1648                         *CURRENT SURVEY CONTROL
 FC1648  ___________________________________________________________________
 FC1648* NAD 83(1986)-  35 06 51.     (N)    084 58 36.     (W)     SCALED    
 FC1648* NAVD 88     -       266.161  (meters)     873.23   (feet)  ADJUSTED  
 FC1648  ___________________________________________________________________
 FC1648  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1648  DYNAMIC HT  -         265.896 (meters)     872.36  (feet)  COMP
 FC1648  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 FC1648
 FC1648  VERT ORDER  -  FIRST     CLASS II
 FC1648
 FC1648.The horizontal coordinates were scaled from a topographic map and have
 FC1648.an estimated accuracy of +/- 6 seconds.
 FC1648
 FC1648.The orthometric height was determined by differential leveling
 FC1648.and adjusted by the National Geodetic Survey in June 1991..
 FC1648
 FC1648.The geoid height was determined by GEOID03.
 FC1648
 FC1648.The dynamic height is computed by dividing the NAVD 88
 FC1648.geopotential number by the normal gravity value computed on the
 FC1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1648.degrees latitude (g = 980.6199 gals.).
 FC1648
 FC1648.The modeled gravity was interpolated from observed gravity values.
 FC1648
 FC1648;                    North         East    Units  Estimated Accuracy
 FC1648;SPC TN       -    87,120.      693,290.      MT  (+/- 180 meters Scaled)
 FC1648
 FC1648                          SUPERSEDED SURVEY CONTROL
 FC1648
 FC1648.No superseded survey control is available for this station.
 FC1648
 FC1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD843875(NAD 83)
 FC1648_MARKER: I = METAL ROD
 FC1648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1648+WITH SETTING: INFORMATION.
 FC1648_SP_SET: SHALLOW SET METAL ROD
 FC1648_STAMPING: J 294 1983
 FC1648_MARK LOGO: NGS   
 FC1648_PROJECTION: FLUSH
 FC1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1648_ROD/PIPE-DEPTH: 2.7  meters
 FC1648
 FC1648  HISTORY     - Date     Condition        Report By
 FC1648  HISTORY     - 1983     MONUMENTED       NGS
 FC1648
 FC1648                          STATION DESCRIPTION
 FC1648
 FC1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1648'0.8 KM (0.5 MI) EAST FROM MCDONALD.
 FC1648'0.8 KM (0.5 MI) EASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1648'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET IN THE NORTHEAST ANGLE
 FC1648'OF A HIGHWAY TURNOUT, 12.86 METERS (42.2 FT) NORTH OF THE CENTERLINE
 FC1648'OF THE HIGHWAY, 37.73 METERS (123.8 FT) EAST OF A TELEPHONE JUNCTION
 FC1648'BOX, AND 1.98 METERS (6.5 FT) SOUTH OF A 12-INCH DIAMETER PINE TREE.
 FC1648'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1648'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 FC1648'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1601 ***********************************************************************
 FC1601  DESIGNATION -  J 295
 FC1601  PID         -  FC1601
 FC1601  STATE/COUNTY-  TN/BLOUNT
 FC1601  USGS QUAD   -  TALLASSEE (1985)
 FC1601
 FC1601                         *CURRENT SURVEY CONTROL
 FC1601  ___________________________________________________________________
 FC1601* NAD 83(1986)-  35 32 39.     (N)    084 05 12.     (W)     SCALED    
 FC1601* NAVD 88     -       254.512  (meters)     835.01   (feet)  ADJUSTED  
 FC1601  ___________________________________________________________________
 FC1601  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC1601  DYNAMIC HT  -         254.268 (meters)     834.21  (feet)  COMP
 FC1601  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 FC1601
 FC1601  VERT ORDER  -  FIRST     CLASS II
 FC1601
 FC1601.The horizontal coordinates were scaled from a topographic map and have
 FC1601.an estimated accuracy of +/- 6 seconds.
 FC1601
 FC1601.The orthometric height was determined by differential leveling
 FC1601.and adjusted by the National Geodetic Survey in June 1991..
 FC1601
 FC1601.The geoid height was determined by GEOID03.
 FC1601
 FC1601.The dynamic height is computed by dividing the NAVD 88
 FC1601.geopotential number by the normal gravity value computed on the
 FC1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1601.degrees latitude (g = 980.6199 gals.).
 FC1601
 FC1601.The modeled gravity was interpolated from observed gravity values.
 FC1601
 FC1601;                    North         East    Units  Estimated Accuracy
 FC1601;SPC TN       -   136,040.      773,480.      MT  (+/- 180 meters Scaled)
 FC1601
 FC1601                          SUPERSEDED SURVEY CONTROL
 FC1601
 FC1601  NGVD 29 (12/12/91)  254.626  (m)          835.39   (f) ADJUSTED    1 2
 FC1601
 FC1601.Superseded values are not recommended for survey control.
 FC1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1601.See file dsdata.txt to determine how the superseded data were derived.
 FC1601
 FC1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE641372(NAD 83)
 FC1601_MARKER: I = METAL ROD
 FC1601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1601_SP_SET: STAINLESS STEEL ROD
 FC1601_STAMPING: J 295 1983
 FC1601_MARK LOGO: NGS   
 FC1601_PROJECTION: FLUSH
 FC1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1601_ROD/PIPE-DEPTH: 9.7  meters
 FC1601
 FC1601  HISTORY     - Date     Condition        Report By
 FC1601  HISTORY     - 1983     MONUMENTED       NGS
 FC1601
 FC1601                          STATION DESCRIPTION
 FC1601
 FC1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1601'1.9 KM (1.2 MI) NW FROM TALLASSEE.
 FC1601'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1601'IN TALLASSEE TO THE MARK ON THE LEFT, 5.64 METERS (18.5 FT) SOUTHWEST
 FC1601'OF THE CENTERLINE OF THE HIGHWAY, 35.02 METERS (115.0 FT)
 FC1601'SOUTH-SOUTHEAST OF THE EXTENDED END OF THE ABANDONED BABCOCK TRESTLE
 FC1601'OVER THE LITTLE TENNESSEE RIVER, 0.61 METER (2.0 FT) NORTH-NORTHWEST
 FC1601'OF UTILITY POLE 30.
 FC1601'THE MARK IS 0.51 METERS  NE FROM A WITNESS POST.
 FC1601'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2120 ***********************************************************************
 FE2120  DESIGNATION -  J 297
 FE2120  PID         -  FE2120
 FE2120  STATE/COUNTY-  TN/MCNAIRY
 FE2120  USGS QUAD   -  GUYS (1983)
 FE2120
 FE2120                         *CURRENT SURVEY CONTROL
 FE2120  ___________________________________________________________________
 FE2120* NAD 83(1986)-  35 04 21.     (N)    088 35 31.     (W)     SCALED    
 FE2120* NAVD 88     -       135.137  (meters)     443.36   (feet)  ADJUSTED  
 FE2120  ___________________________________________________________________
 FE2120  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2120  DYNAMIC HT  -         135.009 (meters)     442.94  (feet)  COMP
 FE2120  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 FE2120
 FE2120  VERT ORDER  -  FIRST     CLASS II
 FE2120
 FE2120.The horizontal coordinates were scaled from a topographic map and have
 FE2120.an estimated accuracy of +/- 6 seconds.
 FE2120
 FE2120.The orthometric height was determined by differential leveling
 FE2120.and adjusted by the National Geodetic Survey in June 1991..
 FE2120
 FE2120.The geoid height was determined by GEOID03.
 FE2120
 FE2120.The dynamic height is computed by dividing the NAVD 88
 FE2120.geopotential number by the normal gravity value computed on the
 FE2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2120.degrees latitude (g = 980.6199 gals.).
 FE2120
 FE2120.The modeled gravity was interpolated from observed gravity values.
 FE2120
 FE2120;                    North         East    Units  Estimated Accuracy
 FE2120;SPC TN       -    85,140.      363,610.      MT  (+/- 180 meters Scaled)
 FE2120
 FE2120                          SUPERSEDED SURVEY CONTROL
 FE2120
 FE2120.No superseded survey control is available for this station.
 FE2120
 FE2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD548822(NAD 83)
 FE2120_MARKER: I = METAL ROD
 FE2120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2120_SP_SET: STAINLESS STEEL ROD
 FE2120_STAMPING: J 297 1983
 FE2120_MARK LOGO: NGS   
 FE2120_PROJECTION: FLUSH
 FE2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2120_ROD/PIPE-DEPTH: 8.53 meters
 FE2120
 FE2120  HISTORY     - Date     Condition        Report By
 FE2120  HISTORY     - 1983     MONUMENTED       NGS
 FE2120  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE2120
 FE2120                          STATION DESCRIPTION
 FE2120
 FE2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2120'2.6 KM (1.65 MI) EAST FROM RAMER.
 FE2120'2.6 KM (1.65 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2120'RAMER, TO THE MARK ON THE RIGHT, 12.13 METERS (39.8 FT) SOUTH OF THE
 FE2120'CENTERLINE OF THE HIGHWAY, 32.40 METERS (106.3 FT) EAST-SOUTHEAST OF A
 FE2120'2 FOOT DIAMETER CONCRETE CULVERT UNDER AN ACCESS ROAD, AND 0.76 METER
 FE2120'(2.5 FT) SOUTH OF A POWERLINE POLE.
 FE2120'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2120'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2120
 FE2120                          STATION RECOVERY (2002)
 FE2120
 FE2120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2120'NO REFERENCES EXIST ANYMORE. POWERPOLES ARE NOW ON N SIDE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2147 ***********************************************************************
 FE2147  DESIGNATION -  J 298
 FE2147  PID         -  FE2147
 FE2147  STATE/COUNTY-  TN/HARDEMAN
 FE2147  USGS QUAD   -  SAULSBURY (1981)
 FE2147
 FE2147                         *CURRENT SURVEY CONTROL
 FE2147  ___________________________________________________________________
 FE2147* NAD 83(1986)-  35 03 08.     (N)    089 00 36.     (W)     SCALED    
 FE2147* NAVD 88     -       154.840  (meters)     508.00   (feet)  ADJUSTED  
 FE2147  ___________________________________________________________________
 FE2147  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2147  DYNAMIC HT  -         154.692 (meters)     507.52  (feet)  COMP
 FE2147  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FE2147
 FE2147  VERT ORDER  -  FIRST     CLASS II
 FE2147
 FE2147.The horizontal coordinates were scaled from a topographic map and have
 FE2147.an estimated accuracy of +/- 6 seconds.
 FE2147
 FE2147.The orthometric height was determined by differential leveling
 FE2147.and adjusted by the National Geodetic Survey in June 1991..
 FE2147
 FE2147.The geoid height was determined by GEOID03.
 FE2147
 FE2147.The dynamic height is computed by dividing the NAVD 88
 FE2147.geopotential number by the normal gravity value computed on the
 FE2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2147.degrees latitude (g = 980.6199 gals.).
 FE2147
 FE2147.The modeled gravity was interpolated from observed gravity values.
 FE2147
 FE2147;                    North         East    Units  Estimated Accuracy
 FE2147;SPC TN       -    83,990.      325,430.      MT  (+/- 180 meters Scaled)
 FE2147
 FE2147                          SUPERSEDED SURVEY CONTROL
 FE2147
 FE2147.No superseded survey control is available for this station.
 FE2147
 FE2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD166806(NAD 83)
 FE2147_MARKER: I = METAL ROD
 FE2147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2147_SP_SET: STAINLESS STEEL ROD
 FE2147_STAMPING: J 298 1983
 FE2147_MARK LOGO: NGS   
 FE2147_PROJECTION: FLUSH
 FE2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2147_ROD/PIPE-DEPTH: 9.75 meters
 FE2147
 FE2147  HISTORY     - Date     Condition        Report By
 FE2147  HISTORY     - 1983     MONUMENTED       NGS
 FE2147  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2147
 FE2147                          STATION DESCRIPTION
 FE2147
 FE2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2147'7.8 KM (4.85 MI) EAST FROM SAULSBURY.
 FE2147'7.8 KM (4.85 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2147'SAULSBURY, TO THE MARK ON THE RIGHT, 1.0 KM (0.65 MI) WEST OF A BRIDGE
 FE2147'OVER THE SOUTHERN RAILROAD, 15.39 METERS (50.5 FT) SOUTH OF THE
 FE2147'CENTERLINE OF THE HIGHWAY, 13.41 METERS (44.0 FT) EAST OF A PINE TREE
 FE2147'JUST OUTSIDE OF A FENCE LINE, 1.92 METERS (6.3 FT) WEST OF A RAILROAD
 FE2147'TIE FENCE POST, AND 0.46 METER (1.5 FT) NORTH OF A BARBWIRE FENCE.
 FE2147'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2147'THE MARK IS 0.30 M BELOW HIGHWAY.
 FE2147
 FE2147                          STATION RECOVERY (2002)
 FE2147
 FE2147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2173 ***********************************************************************
 FE2173  DESIGNATION -  J 299
 FE2173  PID         -  FE2173
 FE2173  STATE/COUNTY-  TN/FAYETTE
 FE2173  USGS QUAD   -  MOSCOW (1965)
 FE2173
 FE2173                         *CURRENT SURVEY CONTROL
 FE2173  ___________________________________________________________________
 FE2173* NAD 83(1986)-  35 02 22.     (N)    089 29 59.     (W)     SCALED    
 FE2173* NAVD 88     -       109.208  (meters)     358.29   (feet)  ADJUSTED  
 FE2173  ___________________________________________________________________
 FE2173  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2173  DYNAMIC HT  -         109.106 (meters)     357.96  (feet)  COMP
 FE2173  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FE2173
 FE2173  VERT ORDER  -  FIRST     CLASS II
 FE2173
 FE2173.The horizontal coordinates were scaled from a topographic map and have
 FE2173.an estimated accuracy of +/- 6 seconds.
 FE2173
 FE2173.The orthometric height was determined by differential leveling
 FE2173.and adjusted by the National Geodetic Survey in June 1991..
 FE2173
 FE2173.The geoid height was determined by GEOID03.
 FE2173
 FE2173.The dynamic height is computed by dividing the NAVD 88
 FE2173.geopotential number by the normal gravity value computed on the
 FE2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2173.degrees latitude (g = 980.6199 gals.).
 FE2173
 FE2173.The modeled gravity was interpolated from observed gravity values.
 FE2173
 FE2173;                    North         East    Units  Estimated Accuracy
 FE2173;SPC TN       -    84,050.      280,720.      MT  (+/- 180 meters Scaled)
 FE2173
 FE2173                          SUPERSEDED SURVEY CONTROL
 FE2173
 FE2173.No superseded survey control is available for this station.
 FE2173
 FE2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD719802(NAD 83)
 FE2173_MARKER: I = METAL ROD
 FE2173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2173_SP_SET: STAINLESS STEEL ROD
 FE2173_STAMPING: J 299 1983
 FE2173_MARK LOGO: NGS   
 FE2173_PROJECTION: FLUSH
 FE2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2173+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2173_ROD/PIPE-DEPTH: 9.75 meters
 FE2173
 FE2173  HISTORY     - Date     Condition        Report By
 FE2173  HISTORY     - 1983     MONUMENTED       NGS
 FE2173  HISTORY     - 20020410 GOOD             USACE
 FE2173  HISTORY     - 20060506 GOOD             GEOCAC
 FE2173
 FE2173                          STATION DESCRIPTION
 FE2173
 FE2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2173'4.6 KM (2.85 MI) EAST FROM ROSSVILLE.
 FE2173'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2173'ROSSVILLE, THENCE 4.0 KM (2.5 MI) EAST ALONG STATE HIGHWAY 57 TO THE
 FE2173'MARK ON THE RIGHT, AT A LARGE ONE LEVEL HOUSE, 11.76 METERS (38.6 FT)
 FE2173'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 56.84 METERS (186.5 FT)
 FE2173'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 6.61 METERS (21.7 FT)
 FE2173'EAST OF THE APPROXIMATE CENTER OF THE SOUTH DRIVEWAY TO THE HOUSE,
 FE2173'5.30 METERS (17.4 FT) EAST-SOUTHEAST OF A METAL CULVERT UNDER THE
 FE2173'SOUTH DRIVEWAY, 0.58 METER (1.9 FT) EAST OF A CORNER POST FOR A
 FE2173'BARBWIRE FENCE, AND 0.36 METER (1.2 FT) NORTH OF A BARBWIRE FENCE.
 FE2173'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2173'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2173
 FE2173                          STATION RECOVERY (2002)
 FE2173
 FE2173'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2173'RECOVERED IN GOOD CONDITION.
 FE2173
 FE2173                          STATION RECOVERY (2006)
 FE2173
 FE2173'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0444 ***********************************************************************
 GC0444  DESIGNATION -  J 3 RM
 GC0444  PID         -  GC0444
 GC0444  STATE/COUNTY-  TN/DAVIDSON
 GC0444  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0444
 GC0444                         *CURRENT SURVEY CONTROL
 GC0444  ___________________________________________________________________
 GC0444* NAD 83(1986)-  36 09 33.     (N)    086 46 54.     (W)     SCALED    
 GC0444* NAVD 88     -       151.589  (meters)     497.34   (feet)  ADJUSTED  
 GC0444  ___________________________________________________________________
 GC0444  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0444  DYNAMIC HT  -         151.459 (meters)     496.91  (feet)  COMP
 GC0444  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0444
 GC0444  VERT ORDER  -  FIRST     CLASS II
 GC0444
 GC0444.The horizontal coordinates were scaled from a topographic map and have
 GC0444.an estimated accuracy of +/- 6 seconds.
 GC0444
 GC0444.The orthometric height was determined by differential leveling
 GC0444.and adjusted by the National Geodetic Survey in June 1991..
 GC0444
 GC0444.The geoid height was determined by GEOID03.
 GC0444
 GC0444.The dynamic height is computed by dividing the NAVD 88
 GC0444.geopotential number by the normal gravity value computed on the
 GC0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0444.degrees latitude (g = 980.6199 gals.).
 GC0444
 GC0444.The modeled gravity was interpolated from observed gravity values.
 GC0444
 GC0444;                    North         East    Units  Estimated Accuracy
 GC0444;SPC TN       -   202,860.      529,670.      MT  (+/- 180 meters Scaled)
 GC0444
 GC0444                          SUPERSEDED SURVEY CONTROL
 GC0444
 GC0444  NGVD 29 (??/??/92)  151.612  (m)          497.41   (f) ADJ UNCH    1 2
 GC0444
 GC0444.Superseded values are not recommended for survey control.
 GC0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0444.See file dsdata.txt to determine how the superseded data were derived.
 GC0444
 GC0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF196016(NAD 83)
 GC0444_MARKER: X = CHISELED CROSS
 GC0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0444_SP_SET: BUILDING
 GC0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0444
 GC0444  HISTORY     - Date     Condition        Report By
 GC0444  HISTORY     - UNK      MONUMENTED       USE
 GC0444  HISTORY     - 1949     GOOD             NGS
 GC0444
 GC0444                          STATION DESCRIPTION
 GC0444
 GC0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0444'AT NASHVILLE.
 GC0444'AT NASHVILLE, DAVIDSON COUNTY, AT THE FRONT ENTRANCE TO CUSTOM
 GC0444'HOUSE, BROAD STREET BETWEEN 7TH AND 8TH AVENUES, AND AT THE WEST END
 GC0444'OF THE STONE DOOR SILL OF THE MIDDLE DOORS OF THE MAIN ENTRANCE.
 GC0444'A TWO INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0285 ***********************************************************************
 FD0285  DESIGNATION -  J 30
 FD0285  PID         -  FD0285
 FD0285  STATE/COUNTY-  TN/MAURY
 FD0285  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0285
 FD0285                         *CURRENT SURVEY CONTROL
 FD0285  ___________________________________________________________________
 FD0285* NAD 83(1986)-  35 26 49.     (N)    086 59 20.     (W)     SCALED    
 FD0285* NAVD 88     -       215.273  (meters)     706.27   (feet)  ADJUSTED  
 FD0285  ___________________________________________________________________
 FD0285  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0285  DYNAMIC HT  -         215.076 (meters)     705.63  (feet)  COMP
 FD0285  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FD0285
 FD0285  VERT ORDER  -  SECOND    CLASS 0
 FD0285
 FD0285.The horizontal coordinates were scaled from a topographic map and have
 FD0285.an estimated accuracy of +/- 6 seconds.
 FD0285
 FD0285.The orthometric height was determined by differential leveling
 FD0285.and adjusted by the National Geodetic Survey in June 1991..
 FD0285
 FD0285.The geoid height was determined by GEOID03.
 FD0285
 FD0285.The dynamic height is computed by dividing the NAVD 88
 FD0285.geopotential number by the normal gravity value computed on the
 FD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0285.degrees latitude (g = 980.6199 gals.).
 FD0285
 FD0285.The modeled gravity was interpolated from observed gravity values.
 FD0285
 FD0285;                    North         East    Units  Estimated Accuracy
 FD0285;SPC TN       -   124,010.      510,220.      MT  (+/- 180 meters Scaled)
 FD0285
 FD0285                          SUPERSEDED SURVEY CONTROL
 FD0285
 FD0285  NGVD 29 (??/??/92)  215.243  (m)          706.18   (f) ADJ UNCH    2 0
 FD0285
 FD0285.Superseded values are not recommended for survey control.
 FD0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0285.See file dsdata.txt to determine how the superseded data were derived.
 FD0285
 FD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE010226(NAD 83)
 FD0285_MARKER: DB = BENCH MARK DISK
 FD0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0285_STAMPING: J 30 1934
 FD0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0285+STABILITY: SURFACE MOTION
 FD0285
 FD0285  HISTORY     - Date     Condition        Report By
 FD0285  HISTORY     - 1934     MONUMENTED       CGS
 FD0285
 FD0285                          STATION DESCRIPTION
 FD0285
 FD0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0285'2.4 MI S FROM CULLEOKA.
 FD0285'2.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0285'FROM CULLEOKA, MAURY COUNTY, AT CAMPBELLS, 16 FEET NORTH OF
 FD0285'THE STATION, 4 RAILS NORTH OF A ROAD CROSSING, 30 FEET WEST OF
 FD0285'THE CENTERLINE OF THE TRACK, 8 FEET NORTH OF TELEPHONE POLE E 3,
 FD0285'AND 2 FEET NORTH AND 2 FEET EAST OF THE CORNER OF A STABLE.
 FD0285'A STANDARD DISK, STAMPED J 30 1934 AND SET IN THE TOP OF A CONCRETE
 FD0285'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1769 ***********************************************************************
 FF1769  DESIGNATION -  J 300
 FF1769  PID         -  FF1769
 FF1769  STATE/COUNTY-  TN/SHELBY
 FF1769  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1769
 FF1769                         *CURRENT SURVEY CONTROL
 FF1769  ___________________________________________________________________
 FF1769* NAD 83(1986)-  35 06 57.     (N)    090 02 31.     (W)     SCALED    
 FF1769* NAVD 88     -        96.566  (meters)     316.82   (feet)  ADJUSTED  
 FF1769  ___________________________________________________________________
 FF1769  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1769  DYNAMIC HT  -          96.478 (meters)     316.53  (feet)  COMP
 FF1769  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 FF1769
 FF1769  VERT ORDER  -  FIRST     CLASS II
 FF1769
 FF1769.The horizontal coordinates were scaled from a topographic map and have
 FF1769.an estimated accuracy of +/- 6 seconds.
 FF1769
 FF1769.The orthometric height was determined by differential leveling
 FF1769.and adjusted by the National Geodetic Survey in June 1991..
 FF1769
 FF1769.The geoid height was determined by GEOID03.
 FF1769
 FF1769.The dynamic height is computed by dividing the NAVD 88
 FF1769.geopotential number by the normal gravity value computed on the
 FF1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1769.degrees latitude (g = 980.6199 gals.).
 FF1769
 FF1769.The modeled gravity was interpolated from observed gravity values.
 FF1769
 FF1769;                    North         East    Units  Estimated Accuracy
 FF1769;SPC TN       -    94,430.      231,630.      MT  (+/- 180 meters Scaled)
 FF1769
 FF1769                          SUPERSEDED SURVEY CONTROL
 FF1769
 FF1769.No superseded survey control is available for this station.
 FF1769
 FF1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695898(NAD 83)
 FF1769_MARKER: I = METAL ROD
 FF1769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF1769_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF1769_STAMPING: J 300 1983
 FF1769_MARK LOGO: NGS   
 FF1769_PROJECTION: FLUSH
 FF1769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1769+STABILITY: POSITION/ELEVATION WELL
 FF1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1769+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF1769_ROD/PIPE-DEPTH: 13.4 meters
 FF1769_SLEEVE-DEPTH  : 6.09 meters
 FF1769
 FF1769  HISTORY     - Date     Condition        Report By
 FF1769  HISTORY     - 1983     MONUMENTED       NGS
 FF1769  HISTORY     - 19950602 GOOD             TN1620
 FF1769  HISTORY     - 20021030 GOOD             USACE
 FF1769
 FF1769                          STATION DESCRIPTION
 FF1769
 FF1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FF1769'IN MEMPHIS.
 FF1769'IN MEMPHIS, SET IN THE LAWN AT THE SOUTHEAST CORNER OF THE CENTENARY
 FF1769'UNITED METHODIST CHURCH IN SOUTHWEST MEMPHIS, AT 584 EAST MCLEMORE
 FF1769'AVENUE, 40.54 METERS (133.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 FF1769'5.85 METERS (19.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH,
 FF1769'10.15 METERS (33.3 FT) EAST-SOUTHEAST OF THE CENTER OF TWO DOORS AT
 FF1769'THE MAIN ENTRANCE TO THE CHURCH, 8.96 METERS (29.4 FT) EAST OF THE
 FF1769'EAST EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE, 3.20 METERS
 FF1769'(10.5 FT) WEST OF THE WEST EDGE OF THE EAST PARKING LOT OF THE CHURCH.
 FF1769'THE MARK IS 1.22 M ABOVE AVENUE.
 FF1769
 FF1769                          STATION RECOVERY (1995)
 FF1769
 FF1769'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF1769'RECOVERED IN GOOD CONDITION.
 FF1769
 FF1769                          STATION RECOVERY (2002)
 FF1769
 FF1769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1360 ***********************************************************************
 FD1360  DESIGNATION -  J 301
 FD1360  PID         -  FD1360
 FD1360  STATE/COUNTY-  TN/LAWRENCE
 FD1360  USGS QUAD   -  LORETTO (1976)
 FD1360
 FD1360                         *CURRENT SURVEY CONTROL
 FD1360  ___________________________________________________________________
 FD1360* NAD 83(1986)-  35 06 04.     (N)    087 24 55.     (W)     SCALED    
 FD1360* NAVD 88     -       267.697  (meters)     878.27   (feet)  ADJUSTED  
 FD1360  ___________________________________________________________________
 FD1360  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD1360  DYNAMIC HT  -         267.441 (meters)     877.43  (feet)  COMP
 FD1360  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD1360
 FD1360  VERT ORDER  -  FIRST     CLASS II
 FD1360
 FD1360.The horizontal coordinates were scaled from a topographic map and have
 FD1360.an estimated accuracy of +/- 6 seconds.
 FD1360
 FD1360.The orthometric height was determined by differential leveling
 FD1360.and adjusted by the National Geodetic Survey in June 1991..
 FD1360
 FD1360.The geoid height was determined by GEOID03.
 FD1360
 FD1360.The dynamic height is computed by dividing the NAVD 88
 FD1360.geopotential number by the normal gravity value computed on the
 FD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1360.degrees latitude (g = 980.6199 gals.).
 FD1360
 FD1360.The modeled gravity was interpolated from observed gravity values.
 FD1360
 FD1360;                    North         East    Units  Estimated Accuracy
 FD1360;SPC TN       -    86,120.      470,960.      MT  (+/- 180 meters Scaled)
 FD1360
 FD1360                          SUPERSEDED SURVEY CONTROL
 FD1360
 FD1360.No superseded survey control is available for this station.
 FD1360
 FD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD621843(NAD 83)
 FD1360_MARKER: I = METAL ROD
 FD1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1360_SP_SET: STAINLESS STEEL ROD
 FD1360_STAMPING: J 301 1983
 FD1360_MARK LOGO: NGS   
 FD1360_PROJECTION: FLUSH
 FD1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1360_ROD/PIPE-DEPTH: 3.65 meters
 FD1360
 FD1360  HISTORY     - Date     Condition        Report By
 FD1360  HISTORY     - 1983     MONUMENTED       NGS
 FD1360
 FD1360                          STATION DESCRIPTION
 FD1360
 FD1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1360'5.0 KM (3.1 MI) NE FROM LORETTO.
 FD1360'3.1 KM (1.95 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1360'LORETTO TO THE MARK ON THE RIGHT, 12.34 METERS (40.5 FT) SOUTHEAST OF
 FD1360'THE CENTERLINE OF THE HIGHWAY, 32.89 METERS (107.9 FT) NORTH-NORTHWEST
 FD1360'OF THE NORTHWEST CORNER OF A LARGE BRICK BUILDING (AT PRESENT AN ACE
 FD1360'HARDWARE), 10.36 METERS (34.0 FT) NORTHEAST OF A 2.0 FOOT DIAMETER
 FD1360'CULVERT UNDER THE NORTH ENTRANCE TO THE HARDWARE STORE, AND
 FD1360'0.98 METERS (3.2 FT) SOUTHWEST OF A POWERLINE POLE WITH 2
 FD1360'TRANSFORMERS.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN BEDROCK.
 FD1360'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FD1360'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1392 ***********************************************************************
 FD1392  DESIGNATION -  J 302
 FD1392  PID         -  FD1392
 FD1392  STATE/COUNTY-  TN/WILLIAMSON
 FD1392  USGS QUAD   -  SPRING HILL (1979)
 FD1392
 FD1392                         *CURRENT SURVEY CONTROL
 FD1392  ___________________________________________________________________
 FD1392* NAD 83(1986)-  35 48 43.     (N)    086 53 47.     (W)     SCALED    
 FD1392* NAVD 88     -       234.290  (meters)     768.67   (feet)  ADJUSTED  
 FD1392  ___________________________________________________________________
 FD1392  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD1392  DYNAMIC HT  -         234.083 (meters)     767.99  (feet)  COMP
 FD1392  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD1392
 FD1392  VERT ORDER  -  FIRST     CLASS II
 FD1392
 FD1392.The horizontal coordinates were scaled from a topographic map and have
 FD1392.an estimated accuracy of +/- 6 seconds.
 FD1392
 FD1392.The orthometric height was determined by differential leveling
 FD1392.and adjusted by the National Geodetic Survey in June 1991..
 FD1392
 FD1392.The geoid height was determined by GEOID03.
 FD1392
 FD1392.The dynamic height is computed by dividing the NAVD 88
 FD1392.geopotential number by the normal gravity value computed on the
 FD1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1392.degrees latitude (g = 980.6199 gals.).
 FD1392
 FD1392.The modeled gravity was interpolated from observed gravity values.
 FD1392
 FD1392;                    North         East    Units  Estimated Accuracy
 FD1392;SPC TN       -   164,420.      518,990.      MT  (+/- 180 meters Scaled)
 FD1392
 FD1392                          SUPERSEDED SURVEY CONTROL
 FD1392
 FD1392.No superseded survey control is available for this station.
 FD1392
 FD1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093630(NAD 83)
 FD1392_MARKER: DB = BENCH MARK DISK
 FD1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1392_SP_SET: SMALL CULVERT
 FD1392_STAMPING: J 302 1984
 FD1392_MARK LOGO: NGS   
 FD1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1392
 FD1392  HISTORY     - Date     Condition        Report By
 FD1392  HISTORY     - 1984     MONUMENTED       NGS
 FD1392
 FD1392                          STATION DESCRIPTION
 FD1392
 FD1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1392'7.3 KM (4.55 MI) NE FROM SPRING HILL.
 FD1392'7.3 KM (4.55 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1392'SPRING HILL, A DISK SET IN THE SOUTHEAST HEADWALL OF A CONCRETE BOX
 FD1392'CULVERT, 7.01 METERS (23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FD1392'HIGHWAY, 22.95 METERS (75.3 FT) SOUTHWEST OF A TELEPHONE POLE,
 FD1392'3.78 METERS (12.4 FT) NORTHWEST OF A WOOD FENCE, 0.30 METERS (1.0 FT)
 FD1392'NORTHWEST OF THE SOUTHWEST END OF THE HEADWALL, AND 39.01 METERS
 FD1392'(128.0 FT) NORTHEAST OF THE T JUNCTION OF THE WOOD FENCE.
 FD1392'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 FD1392'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1969 ***********************************************************************
 GC1969  DESIGNATION -  J 303
 GC1969  PID         -  GC1969
 GC1969  STATE/COUNTY-  TN/DAVIDSON
 GC1969  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1969
 GC1969                         *CURRENT SURVEY CONTROL
 GC1969  ___________________________________________________________________
 GC1969* NAD 83(1986)-  36 09 16.     (N)    086 47 39.     (W)     SCALED    
 GC1969* NAVD 88     -       156.232  (meters)     512.57   (feet)  ADJUSTED  
 GC1969  ___________________________________________________________________
 GC1969  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1969  DYNAMIC HT  -         156.098 (meters)     512.13  (feet)  COMP
 GC1969  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GC1969
 GC1969  VERT ORDER  -  FIRST     CLASS II
 GC1969
 GC1969.The horizontal coordinates were scaled from a topographic map and have
 GC1969.an estimated accuracy of +/- 6 seconds.
 GC1969
 GC1969.The orthometric height was determined by differential leveling
 GC1969.and adjusted by the National Geodetic Survey in June 1991..
 GC1969
 GC1969.The geoid height was determined by GEOID03.
 GC1969
 GC1969.The dynamic height is computed by dividing the NAVD 88
 GC1969.geopotential number by the normal gravity value computed on the
 GC1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1969.degrees latitude (g = 980.6199 gals.).
 GC1969
 GC1969.The modeled gravity was interpolated from observed gravity values.
 GC1969
 GC1969;                    North         East    Units  Estimated Accuracy
 GC1969;SPC TN       -   202,340.      528,540.      MT  (+/- 180 meters Scaled)
 GC1969
 GC1969                          SUPERSEDED SURVEY CONTROL
 GC1969
 GC1969.No superseded survey control is available for this station.
 GC1969
 GC1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF185010(NAD 83)
 GC1969_MARKER: DB = BENCH MARK DISK
 GC1969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1969_SP_SET: FOUNDATION OF PILLAR
 GC1969_STAMPING: J 303 1984
 GC1969_MARK LOGO: NGS   
 GC1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1969
 GC1969  HISTORY     - Date     Condition        Report By
 GC1969  HISTORY     - 1984     MONUMENTED       NGS
 GC1969
 GC1969                          STATION DESCRIPTION
 GC1969
 GC1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1969'IN NASHVILLE.
 GC1969'IN NASHVILLE, SET IN THE TOP OF THE EXTENDED BASE OF THE WESTERNMOST
 GC1969'ONE OF FOUR PILLARS AT THE FRONT ENTRANCE TO THE CORINTHIAN LODGE
 GC1969'NUMBER 414 AT THE JUNCTION OF BROADWAY AVENUE AND 17TH AVENUE NORTH,
 GC1969'1.1 KM (0.7 MI) WEST ALONG BROADWAY AVENUE FROM THE POST OFFICE IN
 GC1969'NASHVILLE, 7.46 METERS (24.5 FT) NORTHWEST OF THE NORTHWEST CURB OF
 GC1969'BROADWAY AVENUE, 7.01 METERS (23.0 FT) NORTHWEST OF A LIGHT POLE,
 GC1969'3.44 METERS (11.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE LODGE,
 GC1969'AND 0.33 METERS (1.1 FT) SOUTH OF THE SOUTH FACE OF THE BASE OF THE
 GC1969'WESTERNMOST PILLAR.
 GC1969'THE MARK IS 1.21 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1980 ***********************************************************************
 GC1980  DESIGNATION -  J 304
 GC1980  PID         -  GC1980
 GC1980  STATE/COUNTY-  TN/CHEATHAM
 GC1980  USGS QUAD   -  LILLAMAY (1983)
 GC1980
 GC1980                         *CURRENT SURVEY CONTROL
 GC1980  ___________________________________________________________________
 GC1980* NAD 83(1986)-  36 14 21.     (N)    087 01 21.     (W)     SCALED    
 GC1980* NAVD 88     -       126.745  (meters)     415.83   (feet)  ADJUSTED  
 GC1980  ___________________________________________________________________
 GC1980  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1980  DYNAMIC HT  -         126.637 (meters)     415.47  (feet)  COMP
 GC1980  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC1980
 GC1980  VERT ORDER  -  FIRST     CLASS II
 GC1980
 GC1980.The horizontal coordinates were scaled from a topographic map and have
 GC1980.an estimated accuracy of +/- 6 seconds.
 GC1980
 GC1980.The orthometric height was determined by differential leveling
 GC1980.and adjusted by the National Geodetic Survey in June 1991..
 GC1980
 GC1980.The geoid height was determined by GEOID03.
 GC1980
 GC1980.The dynamic height is computed by dividing the NAVD 88
 GC1980.geopotential number by the normal gravity value computed on the
 GC1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1980.degrees latitude (g = 980.6199 gals.).
 GC1980
 GC1980.The modeled gravity was interpolated from observed gravity values.
 GC1980
 GC1980;                    North         East    Units  Estimated Accuracy
 GC1980;SPC TN       -   211,930.      508,090.      MT  (+/- 180 meters Scaled)
 GC1980
 GC1980                          SUPERSEDED SURVEY CONTROL
 GC1980
 GC1980.No superseded survey control is available for this station.
 GC1980
 GC1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF979104(NAD 83)
 GC1980_MARKER: I = METAL ROD
 GC1980_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC1980+WITH SETTING: INFORMATION.
 GC1980_SP_SET: SHALLOW SET METAL ROD
 GC1980_STAMPING: J 304 1984
 GC1980_MARK LOGO: NGS   
 GC1980_PROJECTION: FLUSH
 GC1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1980_ROD/PIPE-DEPTH: 1.83 meters
 GC1980
 GC1980  HISTORY     - Date     Condition        Report By
 GC1980  HISTORY     - 1984     MONUMENTED       NGS
 GC1980
 GC1980                          STATION DESCRIPTION
 GC1980
 GC1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1980'5.9 KM (3.65 MI) SE FROM ASHLAND CITY.
 GC1980'5.9 KM (3.65 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1980'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO
 GC1980'A ONE LEVEL BRICK HOUSE, 10.91 METERS (35.8 FT) WEST-SOUTHWEST OF THE
 GC1980'CENTERLINE OF THE HIGHWAY, 39.78 METERS (130.5 FT) NORTH-NORTHEAST OF
 GC1980'THE NORTHEAST CORNER OF A ONE STORY HOUSE, 8.05 METERS (26.4 FT)
 GC1980'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE TO THE HOUSE,
 GC1980'7.32 METERS (24.0 FT) WEST OF A METAL PIPE CULVERT UNDER THE DRIVE,
 GC1980'AND 2.50 METERS (8.2 FT) WEST-SOUTHWEST OF THE NORTHEAST END OF A
 GC1980'CHAIN LINK FENCE.
 GC1980'THE MARK IS 3.35 METERS  W FROM A WITNESS POST.
 GC1980'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2007 ***********************************************************************
 GC2007  DESIGNATION -  J 305
 GC2007  PID         -  GC2007
 GC2007  STATE/COUNTY-  TN/MONTGOMERY
 GC2007  USGS QUAD   -  HENRIETTA (1983)
 GC2007
 GC2007                         *CURRENT SURVEY CONTROL
 GC2007  ___________________________________________________________________
 GC2007* NAD 83(1986)-  36 27 22.     (N)    087 14 00.     (W)     SCALED    
 GC2007* NAVD 88     -       166.116  (meters)     545.00   (feet)  ADJUSTED  
 GC2007  ___________________________________________________________________
 GC2007  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2007  DYNAMIC HT  -         165.978 (meters)     544.55  (feet)  COMP
 GC2007  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GC2007
 GC2007  VERT ORDER  -  FIRST     CLASS II
 GC2007
 GC2007.The horizontal coordinates were scaled from a topographic map and have
 GC2007.an estimated accuracy of +/- 6 seconds.
 GC2007
 GC2007.The orthometric height was determined by differential leveling
 GC2007.and adjusted by the National Geodetic Survey in June 1991..
 GC2007
 GC2007.The geoid height was determined by GEOID03.
 GC2007
 GC2007.The dynamic height is computed by dividing the NAVD 88
 GC2007.geopotential number by the normal gravity value computed on the
 GC2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2007.degrees latitude (g = 980.6199 gals.).
 GC2007
 GC2007.The modeled gravity was interpolated from observed gravity values.
 GC2007
 GC2007;                    North         East    Units  Estimated Accuracy
 GC2007;SPC TN       -   236,220.      489,440.      MT  (+/- 180 meters Scaled)
 GC2007
 GC2007                          SUPERSEDED SURVEY CONTROL
 GC2007
 GC2007.No superseded survey control is available for this station.
 GC2007
 GC2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF790345(NAD 83)
 GC2007_MARKER: DB = BENCH MARK DISK
 GC2007_SETTING: 66 = SET IN ROCK OUTCROP
 GC2007_SP_SET: ROCK OUTCROP
 GC2007_STAMPING: J 305 1984
 GC2007_MARK LOGO: NGS   
 GC2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2007+STABILITY: POSITION/ELEVATION WELL
 GC2007
 GC2007  HISTORY     - Date     Condition        Report By
 GC2007  HISTORY     - 1984     MONUMENTED       NGS
 GC2007
 GC2007                          STATION DESCRIPTION
 GC2007
 GC2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2007'16.9 KM (10.5 MI) NW FROM CHEAP HILL.
 GC2007'16.9 KM (10.5 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2007'OFFICE IN CHEAP HILL TO A ROCK LEDGE AND THE MARK ON THE RIGHT, A DISK
 GC2007'SET IN A ROCK LEDGE, 9.72 METERS (31.9 FT) NORTHEAST OF THE CENTERLINE
 GC2007'OF THE HIGHWAY, AND 0.46 METERS (1.5 FT) NORTHEAST OF THE SOUTHWEST
 GC2007'EDGE OF THE ROCK SHELF.
 GC2007'THE MARK IS 0.58 METERS  E FROM A WITNESS POST.
 GC2007'THE MARK IS 0.43 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2926 ***********************************************************************
 AJ2926  DESIGNATION -  J 307
 AJ2926  PID         -  AJ2926
 AJ2926  STATE/COUNTY-  TN/TROUSDALE
 AJ2926  USGS QUAD   -  HARTSVILLE (1994)
 AJ2926
 AJ2926                         *CURRENT SURVEY CONTROL
 AJ2926  ___________________________________________________________________
 AJ2926* NAD 83(1986)-  36 24 05.     (N)    086 10 12.     (W)     SCALED    
 AJ2926* NAVD 88     -       146.763  (meters)     481.50   (feet)  ADJUSTED  
 AJ2926  ___________________________________________________________________
 AJ2926  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AJ2926  DYNAMIC HT  -         146.642 (meters)     481.11  (feet)  COMP
 AJ2926  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 AJ2926
 AJ2926  VERT ORDER  -  SECOND    CLASS I
 AJ2926
 AJ2926.The horizontal coordinates were scaled from a topographic map and have
 AJ2926.an estimated accuracy of +/- 6 seconds.
 AJ2926
 AJ2926.The orthometric height was determined by differential leveling
 AJ2926.and adjusted by the National Geodetic Survey in July 2002..
 AJ2926.No vertical observational check was made to the station.
 AJ2926
 AJ2926.The geoid height was determined by GEOID03.
 AJ2926
 AJ2926.The dynamic height is computed by dividing the NAVD 88
 AJ2926.geopotential number by the normal gravity value computed on the
 AJ2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2926.degrees latitude (g = 980.6199 gals.).
 AJ2926
 AJ2926.The modeled gravity was interpolated from observed gravity values.
 AJ2926
 AJ2926;                    North         East    Units  Estimated Accuracy
 AJ2926;SPC TN       -   229,470.      584,750.      MT  (+/- 180 meters Scaled)
 AJ2926
 AJ2926                          SUPERSEDED SURVEY CONTROL
 AJ2926
 AJ2926.No superseded survey control is available for this station.
 AJ2926
 AJ2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF744287(NAD 83)
 AJ2926_MARKER: DV = VERTICAL CONTROL DISK
 AJ2926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2926_SP_SET: BRIDGE ABUTMENT
 AJ2926_STAMPING: J 307 2001
 AJ2926_MARK LOGO: NGS   
 AJ2926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2926+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2926
 AJ2926  HISTORY     - Date     Condition        Report By
 AJ2926  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2926
 AJ2926                          STATION DESCRIPTION
 AJ2926
 AJ2926'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2926'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2926'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2926'HIGHWAY 141), THENCE 0,7 KM WESTERLY ALONG STATE HIGHWAY 25, IN
 AJ2926'TOP OF AND 3.5 M SOUTHEAST OF THE NORTHWEST END OF THE WEST
 AJ2926'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING AN OVER FLOW
 AJ2926'AREA OF LITTLE GOOSE CREEK, 5.2 M NORTH OF THE HIGHWAY CENTERLINE,
 AJ2926'AND 0.1 M ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE
 AJ2926'HIGHWAY RIGHT-OF-WAY.
 AJ2926'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1219 ***********************************************************************
 FD1219  DESIGNATION -  J 31 RESET
 FD1219  PID         -  FD1219
 FD1219  STATE/COUNTY-  TN/LEWIS
 FD1219  USGS QUAD   -  GRAVES SPRING (1968)
 FD1219
 FD1219                         *CURRENT SURVEY CONTROL
 FD1219  ___________________________________________________________________
 FD1219* NAD 83(1986)-  35 33 22.     (N)    087 39 50.     (W)     SCALED    
 FD1219* NAVD 88     -       287.359  (meters)     942.78   (feet)  ADJUSTED  
 FD1219  ___________________________________________________________________
 FD1219  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1219  DYNAMIC HT  -         287.092 (meters)     941.90  (feet)  COMP
 FD1219  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FD1219
 FD1219  VERT ORDER  -  FIRST     CLASS II
 FD1219
 FD1219.The horizontal coordinates were scaled from a topographic map and have
 FD1219.an estimated accuracy of +/- 6 seconds.
 FD1219
 FD1219.The orthometric height was determined by differential leveling
 FD1219.and adjusted by the National Geodetic Survey in June 1991..
 FD1219
 FD1219.The geoid height was determined by GEOID03.
 FD1219
 FD1219.The dynamic height is computed by dividing the NAVD 88
 FD1219.geopotential number by the normal gravity value computed on the
 FD1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1219.degrees latitude (g = 980.6199 gals.).
 FD1219
 FD1219.The modeled gravity was interpolated from observed gravity values.
 FD1219
 FD1219;                    North         East    Units  Estimated Accuracy
 FD1219;SPC TN       -   136,950.      449,160.      MT  (+/- 180 meters Scaled)
 FD1219
 FD1219                          SUPERSEDED SURVEY CONTROL
 FD1219
 FD1219  NGVD 29 (??/??/92)  287.339  (m)          942.71   (f) ADJ UNCH    1 2
 FD1219
 FD1219.Superseded values are not recommended for survey control.
 FD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1219.See file dsdata.txt to determine how the superseded data were derived.
 FD1219
 FD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE398349(NAD 83)
 FD1219_MARKER: DB = BENCH MARK DISK
 FD1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1219_STAMPING: J 31 1934 RESET 1949
 FD1219_MARK LOGO: CGS   
 FD1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1219+STABILITY: SURFACE MOTION
 FD1219
 FD1219  HISTORY     - Date     Condition        Report By
 FD1219  HISTORY     - 1949     MONUMENTED       CGS
 FD1219
 FD1219                          STATION DESCRIPTION
 FD1219
 FD1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1219'6.8 MI W FROM HOHENWALD.
 FD1219'ABOUT 6.85 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1219'NATIONAL BANK AT HOHELWALD, ABOUT 0.75 MILE EAST OF THE LEWIS-PERRY
 FD1219'COUNTY LINE, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD
 FD1219'LEADING NORTHWEST, 105 FEET SOUTH OF A SMALL GRADE TOP, 67 FEET
 FD1219'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, NEAR THE SOUTH
 FD1219'END OF A 3-FOOT CUT, 17 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 FD1219'12-INCH BLACK OAK TREE, EAST AND ACROSS THE HIGHWAY FROM A TRAIL
 FD1219'LEADING NORTHWEST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF
 FD1219'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0300 ***********************************************************************
 FD0300  DESIGNATION -  J 32
 FD0300  PID         -  FD0300
 FD0300  STATE/COUNTY-  TN/MARSHALL
 FD0300  USGS QUAD   -  LEWISBURG (1981)
 FD0300
 FD0300                         *CURRENT SURVEY CONTROL
 FD0300  ___________________________________________________________________
 FD0300* NAD 83(1986)-  35 26 56.     (N)    086 47 18.     (W)     SCALED    
 FD0300* NAVD 88     -       223.235  (meters)     732.40   (feet)  ADJUSTED  
 FD0300  ___________________________________________________________________
 FD0300  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0300  DYNAMIC HT  -         223.034 (meters)     731.74  (feet)  COMP
 FD0300  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FD0300
 FD0300  VERT ORDER  -  FIRST     CLASS II
 FD0300
 FD0300.The horizontal coordinates were scaled from a topographic map and have
 FD0300.an estimated accuracy of +/- 6 seconds.
 FD0300
 FD0300.The orthometric height was determined by differential leveling
 FD0300.and adjusted by the National Geodetic Survey in June 1991..
 FD0300
 FD0300.The geoid height was determined by GEOID03.
 FD0300
 FD0300.The dynamic height is computed by dividing the NAVD 88
 FD0300.geopotential number by the normal gravity value computed on the
 FD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0300.degrees latitude (g = 980.6199 gals.).
 FD0300
 FD0300.The modeled gravity was interpolated from observed gravity values.
 FD0300
 FD0300;                    North         East    Units  Estimated Accuracy
 FD0300;SPC TN       -   124,060.      528,430.      MT  (+/- 180 meters Scaled)
 FD0300
 FD0300                          SUPERSEDED SURVEY CONTROL
 FD0300
 FD0300  NGVD 29 (??/??/92)  223.212  (m)          732.32   (f) ADJ UNCH    1 2
 FD0300
 FD0300.Superseded values are not recommended for survey control.
 FD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0300.See file dsdata.txt to determine how the superseded data were derived.
 FD0300
 FD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192228(NAD 83)
 FD0300_MARKER: DB = BENCH MARK DISK
 FD0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0300_SP_SET: BUILDING
 FD0300_STAMPING: J 32 1934
 FD0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0300
 FD0300  HISTORY     - Date     Condition        Report By
 FD0300  HISTORY     - 1934     MONUMENTED       CGS
 FD0300  HISTORY     - 1949     GOOD             NGS
 FD0300
 FD0300                          STATION DESCRIPTION
 FD0300
 FD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0300'AT LEWISBURG.
 FD0300'AT LEWISBURG, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST
 FD0300'CORNER OF THE PEOPLES BANK BUILDING LOCATED ON THE SOUTH SIDE OF
 FD0300'THE COURT HOUSE SQUARE, 1.3 FEET EAST OF THE NORTHWEST CORNER OF
 FD0300'THE BANK BUILDING AND ABOUT 0.6 FOOT ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0267 ***********************************************************************
 FD0267  DESIGNATION -  J 33
 FD0267  PID         -  FD0267
 FD0267  STATE/COUNTY-  TN/GILES
 FD0267  USGS QUAD   -  TARPLEY (1982)
 FD0267
 FD0267                         *CURRENT SURVEY CONTROL
 FD0267  ___________________________________________________________________
 FD0267* NAD 83(1986)-  35 10 54.     (N)    086 59 32.     (W)     SCALED    
 FD0267* NAVD 88     -       293.229  (meters)     962.04   (feet)  ADJUSTED  
 FD0267  ___________________________________________________________________
 FD0267  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0267  DYNAMIC HT  -         292.955 (meters)     961.14  (feet)  COMP
 FD0267  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 FD0267
 FD0267  VERT ORDER  -  SECOND    CLASS 0
 FD0267
 FD0267.The horizontal coordinates were scaled from a topographic map and have
 FD0267.an estimated accuracy of +/- 6 seconds.
 FD0267
 FD0267.The orthometric height was determined by differential leveling
 FD0267.and adjusted by the National Geodetic Survey in June 1991..
 FD0267
 FD0267.The geoid height was determined by GEOID03.
 FD0267
 FD0267.The dynamic height is computed by dividing the NAVD 88
 FD0267.geopotential number by the normal gravity value computed on the
 FD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0267.degrees latitude (g = 980.6199 gals.).
 FD0267
 FD0267.The modeled gravity was interpolated from observed gravity values.
 FD0267
 FD0267;                    North         East    Units  Estimated Accuracy
 FD0267;SPC TN       -    94,580.      509,620.      MT  (+/- 180 meters Scaled)
 FD0267
 FD0267                          SUPERSEDED SURVEY CONTROL
 FD0267
 FD0267  NGVD 29 (??/??/92)  293.197  (m)          961.93   (f) ADJ UNCH    2 0
 FD0267
 FD0267.Superseded values are not recommended for survey control.
 FD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0267.See file dsdata.txt to determine how the superseded data were derived.
 FD0267
 FD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED007931(NAD 83)
 FD0267_MARKER: DB = BENCH MARK DISK
 FD0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0267_STAMPING: J 33 1934
 FD0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0267+STABILITY: SURFACE MOTION
 FD0267
 FD0267  HISTORY     - Date     Condition        Report By
 FD0267  HISTORY     - 1934     MONUMENTED       CGS
 FD0267
 FD0267                          STATION DESCRIPTION
 FD0267
 FD0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0267'2.8 MI E FROM PULASKI.
 FD0267'2.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0267'PULASKI, GILES COUNTY, AT THE TOP OF A LONG HILL KNOWN AS MC GREWS
 FD0267'HILL, AT THE WEST END OF A GRAVEL CUT, AND 40 FEET SOUTH OF THE
 FD0267'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 33 1934
 FD0267'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0822 ***********************************************************************
 FD0822  DESIGNATION -  J 34
 FD0822  PID         -  FD0822
 FD0822  STATE/COUNTY-  TN/LAWRENCE
 FD0822  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0822
 FD0822                         *CURRENT SURVEY CONTROL
 FD0822  ___________________________________________________________________
 FD0822* NAD 83(1986)-  35 14 13.     (N)    087 17 51.     (W)     SCALED    
 FD0822* NAVD 88     -       265.937  (meters)     872.50   (feet)  ADJUSTED  
 FD0822  ___________________________________________________________________
 FD0822  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0822  DYNAMIC HT  -         265.683 (meters)     871.66  (feet)  COMP
 FD0822  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FD0822
 FD0822  VERT ORDER  -  SECOND    CLASS 0
 FD0822
 FD0822.The horizontal coordinates were scaled from a topographic map and have
 FD0822.an estimated accuracy of +/- 6 seconds.
 FD0822
 FD0822.The orthometric height was determined by differential leveling
 FD0822.and adjusted by the National Geodetic Survey in June 1991..
 FD0822
 FD0822.The geoid height was determined by GEOID03.
 FD0822
 FD0822.The dynamic height is computed by dividing the NAVD 88
 FD0822.geopotential number by the normal gravity value computed on the
 FD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0822.degrees latitude (g = 980.6199 gals.).
 FD0822
 FD0822.The modeled gravity was interpolated from observed gravity values.
 FD0822
 FD0822;                    North         East    Units  Estimated Accuracy
 FD0822;SPC TN       -   101,040.      481,900.      MT  (+/- 180 meters Scaled)
 FD0822
 FD0822                          SUPERSEDED SURVEY CONTROL
 FD0822
 FD0822  NGVD 29 (??/??/92)  265.897  (m)          872.36   (f) ADJ UNCH    2 0
 FD0822
 FD0822.Superseded values are not recommended for survey control.
 FD0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0822.See file dsdata.txt to determine how the superseded data were derived.
 FD0822
 FD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD729993(NAD 83)
 FD0822_MARKER: DB = BENCH MARK DISK
 FD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0822_STAMPING: J 34 1934
 FD0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0822+STABILITY: SURFACE MOTION
 FD0822
 FD0822  HISTORY     - Date     Condition        Report By
 FD0822  HISTORY     - 1934     MONUMENTED       CGS
 FD0822  HISTORY     - 1950     MARK NOT FOUND   NGS
 FD0822  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0822
 FD0822                          STATION DESCRIPTION
 FD0822
 FD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0822'2 MI E FROM LAWRENCEBURG.
 FD0822'2.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0822'COUNTY, 220 YARDS WEST OF THE YELLOW HOUSE OWNED IN 1934 BY
 FD0822'J.C. CANNON, ON A SMALL RISE, 1 FOOT SOUTH OF A FENCE, AND 20
 FD0822'FEET NORTH OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 34 1934
 FD0822'AND SET IN THE TOP OF A CONCRETE POST.
 FD0822
 FD0822                          STATION RECOVERY (1973)
 FD0822
 FD0822'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0298 ***********************************************************************
 FE0298  DESIGNATION -  J 35 RESET
 FE0298  PID         -  FE0298
 FE0298  STATE/COUNTY-  TN/HARDIN
 FE0298  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0298
 FE0298                         *CURRENT SURVEY CONTROL
 FE0298  ___________________________________________________________________
 FE0298* NAD 83(1986)-  35 09 03.     (N)    088 19 27.     (W)     SCALED    
 FE0298* NAVD 88     -       147.043  (meters)     482.42   (feet)  ADJUSTED  
 FE0298  ___________________________________________________________________
 FE0298  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0298  DYNAMIC HT  -         146.908 (meters)     481.98  (feet)  COMP
 FE0298  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 FE0298
 FE0298  VERT ORDER  -  FIRST     CLASS II
 FE0298
 FE0298.The horizontal coordinates were scaled from a topographic map and have
 FE0298.an estimated accuracy of +/- 6 seconds.
 FE0298
 FE0298.The orthometric height was determined by differential leveling
 FE0298.and adjusted by the National Geodetic Survey in June 1991..
 FE0298.WARNING-Repeat measurements at this control monument indicate possible
 FE0298.vertical movement.
 FE0298
 FE0298.The geoid height was determined by GEOID03.
 FE0298
 FE0298.The dynamic height is computed by dividing the NAVD 88
 FE0298.geopotential number by the normal gravity value computed on the
 FE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0298.degrees latitude (g = 980.6199 gals.).
 FE0298
 FE0298.The modeled gravity was interpolated from observed gravity values.
 FE0298
 FE0298;                    North         East    Units  Estimated Accuracy
 FE0298;SPC TN       -    93,220.      388,240.      MT  (+/- 180 meters Scaled)
 FE0298
 FE0298                          SUPERSEDED SURVEY CONTROL
 FE0298
 FE0298  NGVD 29 (??/??/??)  147.050  (m)          482.45   (f) ADJUSTED    1 2
 FE0298
 FE0298.Superseded values are not recommended for survey control.
 FE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0298.See file dsdata.txt to determine how the superseded data were derived.
 FE0298
 FE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD793905(NAD 83)
 FE0298_MARKER: DB = BENCH MARK DISK
 FE0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0298_STAMPING: J 35 RESET 1935
 FE0298_MARK LOGO: CGS   
 FE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0298+STABILITY: SURFACE MOTION
 FE0298
 FE0298  HISTORY     - Date     Condition        Report By
 FE0298  HISTORY     - 1935     MONUMENTED       CGS
 FE0298  HISTORY     - 1947     GOOD             CGS
 FE0298  HISTORY     - 1949     GOOD             CGS
 FE0298
 FE0298                          STATION DESCRIPTION
 FE0298
 FE0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0298'AT PITTSBURG LANDING.
 FE0298'AT PITTSBURG LANDING, IN THE SHILOH NATIONAL MILITARY PARK, ABOUT
 FE0298'600 FEET WEST OF THE ADMINSTRATION BUILDING, 137 FEET NORTH OF THE
 FE0298'CENTER LINE OF GRANT ROAD, 178 FEET WEST OF THE CENTER LINE OF A
 FE0298'PAVED ROAD LEADING NORTH, 35 FEET SOUTH OF THE SOUTH FACE OF THE
 FE0298'W.H.L. WALLACE HEADQUARTERS MONUMENT, 37 FEET NORTH OF THE
 FE0298'NORTHEAST CORNER OF THE IOWA STATE MONUMENT, 22 FEET SOUTHEAST
 FE0298'OF A 24 INCH OAK TREE AND SET IN THE TOP OF A CONCRETE POST
 FE0298'PROJECTING 1 INCH.
 FE0298
 FE0298                          STATION RECOVERY (1949)
 FE0298
 FE0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0962 ***********************************************************************
 FD0962  DESIGNATION -  J 36
 FD0962  PID         -  FD0962
 FD0962  STATE/COUNTY-  TN/WAYNE
 FD0962  USGS QUAD   -  EAGLE CREEK (1972)
 FD0962
 FD0962                         *CURRENT SURVEY CONTROL
 FD0962  ___________________________________________________________________
 FD0962* NAD 83(1986)-  35 18 27.     (N)    087 57 12.     (W)     SCALED    
 FD0962* NAVD 88     -       139.968  (meters)     459.21   (feet)  ADJUSTED  
 FD0962  ___________________________________________________________________
 FD0962  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0962  DYNAMIC HT  -         139.838 (meters)     458.79  (feet)  COMP
 FD0962  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FD0962
 FD0962  VERT ORDER  -  SECOND    CLASS 0
 FD0962
 FD0962.The horizontal coordinates were scaled from a topographic map and have
 FD0962.an estimated accuracy of +/- 6 seconds.
 FD0962
 FD0962.The orthometric height was determined by differential leveling
 FD0962.and adjusted by the National Geodetic Survey in June 1991..
 FD0962
 FD0962.The geoid height was determined by GEOID03.
 FD0962
 FD0962.The dynamic height is computed by dividing the NAVD 88
 FD0962.geopotential number by the normal gravity value computed on the
 FD0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0962.degrees latitude (g = 980.6199 gals.).
 FD0962
 FD0962.The modeled gravity was interpolated from observed gravity values.
 FD0962
 FD0962;                    North         East    Units  Estimated Accuracy
 FD0962;SPC TN       -   109,860.      422,370.      MT  (+/- 180 meters Scaled)
 FD0962
 FD0962                          SUPERSEDED SURVEY CONTROL
 FD0962
 FD0962  NGVD 29 (??/??/92)  139.966  (m)          459.21   (f) ADJ UNCH    2 0
 FD0962
 FD0962.Superseded values are not recommended for survey control.
 FD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0962.See file dsdata.txt to determine how the superseded data were derived.
 FD0962
 FD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE133075(NAD 83)
 FD0962_MARKER: DB = BENCH MARK DISK
 FD0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0962_SP_SET: CONCRETE
 FD0962_STAMPING: J 36 1934
 FD0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0962
 FD0962  HISTORY     - Date     Condition        Report By
 FD0962  HISTORY     - 1934     MONUMENTED       CGS
 FD0962  HISTORY     - 1950     GOOD             NGS
 FD0962  HISTORY     - 1962     GOOD             NGS
 FD0962
 FD0962                          STATION DESCRIPTION
 FD0962
 FD0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0962'5.5 MI E FROM OLIVE HILL.
 FD0962'IN WAYNE, COUNTY, 5.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0962'OLIVE HILL, HARDIN COUNTY, 0.2 MILE WEST OF THE JUNCTION OF
 FD0962'STATE HIGHWAY 114, ABOUT 1/4 MILE WEST OF A GENERAL STORE AND
 FD0962'A TENNESSEE ELECTRIC POWER CO. SUBSTATION, AT THE SIX-SPAN
 FD0962'CONCRETE BRIDGE OVER HARDIN CREEK, AND IN THE TOP OF THE EAST
 FD0962'END OF THE CONCRETE BASE OF THE SOUTH RAIL.  A STANDARD DISK,
 FD0962'STAMPED J 36 1934.
 FD0962
 FD0962                          STATION RECOVERY (1962)
 FD0962
 FD0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0859 ***********************************************************************
 FD0859  DESIGNATION -  J 37
 FD0859  PID         -  FD0859
 FD0859  STATE/COUNTY-  TN/GILES
 FD0859  USGS QUAD   -  MILKY WAY (1988)
 FD0859
 FD0859                         *CURRENT SURVEY CONTROL
 FD0859  ___________________________________________________________________
 FD0859* NAD 83(1986)-  35 16 39.     (N)    087 02 39.     (W)     SCALED    
 FD0859* NAVD 88     -       215.302  (meters)     706.37   (feet)  ADJUSTED  
 FD0859  ___________________________________________________________________
 FD0859  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0859  DYNAMIC HT  -         215.100 (meters)     705.71  (feet)  COMP
 FD0859  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FD0859
 FD0859  VERT ORDER  -  SECOND    CLASS 0
 FD0859
 FD0859.The horizontal coordinates were scaled from a topographic map and have
 FD0859.an estimated accuracy of +/- 6 seconds.
 FD0859
 FD0859.The orthometric height was determined by differential leveling
 FD0859.and adjusted by the National Geodetic Survey in June 1991..
 FD0859
 FD0859.The geoid height was determined by GEOID03.
 FD0859
 FD0859.The dynamic height is computed by dividing the NAVD 88
 FD0859.geopotential number by the normal gravity value computed on the
 FD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0859.degrees latitude (g = 980.6199 gals.).
 FD0859
 FD0859.The modeled gravity was interpolated from observed gravity values.
 FD0859
 FD0859;                    North         East    Units  Estimated Accuracy
 FD0859;SPC TN       -   105,260.      505,010.      MT  (+/- 180 meters Scaled)
 FD0859
 FD0859                          SUPERSEDED SURVEY CONTROL
 FD0859
 FD0859  NGVD 29 (??/??/92)  215.265  (m)          706.25   (f) ADJ UNCH    2 0
 FD0859
 FD0859.Superseded values are not recommended for survey control.
 FD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0859.See file dsdata.txt to determine how the superseded data were derived.
 FD0859
 FD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE959038(NAD 83)
 FD0859_MARKER: DB = BENCH MARK DISK
 FD0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0859_STAMPING: J 37 1934
 FD0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0859+STABILITY: SURFACE MOTION
 FD0859
 FD0859  HISTORY     - Date     Condition        Report By
 FD0859  HISTORY     - 1934     MONUMENTED       CGS
 FD0859
 FD0859                          STATION DESCRIPTION
 FD0859
 FD0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0859'8 MI N FROM PULASKI.
 FD0859'8.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0859'THE STATION AT PULASKI, GILES COUNTY, AT RIVERSBURG, 2 RAILS SOUTH
 FD0859'OF A ROAD CROSSING, 14 FEET EAST OF THE CENTERLINE OF THE TRACK,
 FD0859'10 FEET WEST OF A RED WAREHOUSE, 8 FEET SOUTH OF A CATTLE GUARD
 FD0859'AND FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FD0859'STAMPED J 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1322 ***********************************************************************
 FC1322  DESIGNATION -  J 38
 FC1322  PID         -  FC1322
 FC1322  STATE/COUNTY-  TN/MARION
 FC1322  USGS QUAD   -  ORME (1974)
 FC1322
 FC1322                         *CURRENT SURVEY CONTROL
 FC1322  ___________________________________________________________________
 FC1322* NAD 83(1986)-  35 07 25.     (N)    085 45 51.     (W)     SCALED    
 FC1322* NAVD 88     -       192.064  (meters)     630.13   (feet)  ADJUSTED  
 FC1322  ___________________________________________________________________
 FC1322  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1322  DYNAMIC HT  -         191.877 (meters)     629.52  (feet)  COMP
 FC1322  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FC1322
 FC1322  VERT ORDER  -  SECOND    CLASS 0
 FC1322
 FC1322.The horizontal coordinates were scaled from a topographic map and have
 FC1322.an estimated accuracy of +/- 6 seconds.
 FC1322
 FC1322.The orthometric height was determined by differential leveling
 FC1322.and adjusted by the National Geodetic Survey in June 1991..
 FC1322
 FC1322.The geoid height was determined by GEOID03.
 FC1322
 FC1322.The dynamic height is computed by dividing the NAVD 88
 FC1322.geopotential number by the normal gravity value computed on the
 FC1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1322.degrees latitude (g = 980.6199 gals.).
 FC1322
 FC1322.The modeled gravity was interpolated from observed gravity values.
 FC1322
 FC1322;                    North         East    Units  Estimated Accuracy
 FC1322;SPC TN       -    87,710.      621,500.      MT  (+/- 180 meters Scaled)
 FC1322
 FC1322                          SUPERSEDED SURVEY CONTROL
 FC1322
 FC1322  NGVD 29 (??/??/92)  192.062  (m)          630.12   (f) ADJ UNCH    2 0
 FC1322
 FC1322.Superseded values are not recommended for survey control.
 FC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1322.See file dsdata.txt to determine how the superseded data were derived.
 FC1322
 FC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD126874(NAD 83)
 FC1322_MARKER: DB = BENCH MARK DISK
 FC1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1322_STAMPING: J 38 1934
 FC1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1322+STABILITY: SURFACE MOTION
 FC1322
 FC1322  HISTORY     - Date     Condition        Report By
 FC1322  HISTORY     - 1934     MONUMENTED       CGS
 FC1322  HISTORY     - 1939     GOOD             NGS
 FC1322  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1322
 FC1322                          STATION DESCRIPTION
 FC1322
 FC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FC1322'10.1 MI SE FROM MONTEAGLE.
 FC1322'IN MARION COUNTY, 10.1 MILES SOUTHEAST ALONG STATE HIGHWAY 2
 FC1322'FROM MONTEAGLE, GRUNDY COUNTY, IN THE LOIS CHAPEL CHURCHYARD,
 FC1322'30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 FC1322'NORTHWEST OF CENTERLINE OF DRIVE TO CHURCH AND 200 FEET
 FC1322'NORTHEAST OF CHURCH.  A STANDARD DISK, STAMPED J 38 1934 AND
 FC1322'SET IN THE TOP OF A CONCRETE POST.
 FC1322
 FC1322                          STATION RECOVERY (1962)
 FC1322
 FC1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1164 ***********************************************************************
 FC1164  DESIGNATION -  J 39
 FC1164  PID         -  FC1164
 FC1164  STATE/COUNTY-  TN/HAMILTON
 FC1164  USGS QUAD   -  CHATTANOOGA (1976)
 FC1164
 FC1164                         *CURRENT SURVEY CONTROL
 FC1164  ___________________________________________________________________
 FC1164* NAD 83(1986)-  35 03 42.     (N)    085 15 04.     (W)     SCALED    
 FC1164* NAVD 88     -       221.283  (meters)     725.99   (feet)  ADJUSTED  
 FC1164  ___________________________________________________________________
 FC1164  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1164  DYNAMIC HT  -         221.062 (meters)     725.27  (feet)  COMP
 FC1164  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1164
 FC1164  VERT ORDER  -  SECOND    CLASS 0
 FC1164
 FC1164.The horizontal coordinates were scaled from a topographic map and have
 FC1164.an estimated accuracy of +/- 6 seconds.
 FC1164
 FC1164.The orthometric height was determined by differential leveling
 FC1164.and adjusted by the National Geodetic Survey in June 1991..
 FC1164
 FC1164.The geoid height was determined by GEOID03.
 FC1164
 FC1164.The dynamic height is computed by dividing the NAVD 88
 FC1164.geopotential number by the normal gravity value computed on the
 FC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1164.degrees latitude (g = 980.6199 gals.).
 FC1164
 FC1164.The modeled gravity was interpolated from observed gravity values.
 FC1164
 FC1164;                    North         East    Units  Estimated Accuracy
 FC1164;SPC TN       -    81,070.      668,320.      MT  (+/- 180 meters Scaled)
 FC1164
 FC1164                          SUPERSEDED SURVEY CONTROL
 FC1164
 FC1164  NGVD 29 (??/??/92)  221.311  (m)          726.08   (f) ADJ UNCH    2 0
 FC1164
 FC1164.Superseded values are not recommended for survey control.
 FC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1164.See file dsdata.txt to determine how the superseded data were derived.
 FC1164
 FC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD594812(NAD 83)
 FC1164_MARKER: DB = BENCH MARK DISK
 FC1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1164_SP_SET: BRIDGE
 FC1164_STAMPING: J 39 1934
 FC1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1164
 FC1164  HISTORY     - Date     Condition        Report By
 FC1164  HISTORY     - 1934     MONUMENTED       CGS
 FC1164  HISTORY     - 1965     GOOD             NGS
 FC1164  HISTORY     - 1972     GOOD             TVA
 FC1164  HISTORY     - 1983     GOOD             USPSQD
 FC1164
 FC1164                          STATION DESCRIPTION
 FC1164
 FC1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC1164'AT EAST CHATTANOOGA.
 FC1164'AT EAST CHATTANOOGA, HAMILTON COUNTY, 10 RAILS WEST OF THE SOUTHERN
 FC1164'RAILWAY STATION, AT STEEL TRESTLE 237.8A OVER NORTH CHAMBERLAIN
 FC1164'AVENUE, AND IN THE TOP OF THE SOUTH SIDE OF THE WEST CONCRETE
 FC1164'ABUTMENT.  A STANDARD DISK, STAMPED J 39 1934.  NOTE-- THE
 FC1164'TRACKS AND THE TRESTLE HAVE BEEN REMOVED, BUT THE ABUTMENT IS
 FC1164'STILL STANDING.
 FC1164
 FC1164                          STATION RECOVERY (1972)
 FC1164
 FC1164'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1164'RECOVERED IN GOOD CONDITION.
 FC1164
 FC1164                          STATION RECOVERY (1983)
 FC1164
 FC1164'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0373 ***********************************************************************
 GC0373  DESIGNATION -  J 4
 GC0373  PID         -  GC0373
 GC0373  STATE/COUNTY-  TN/DAVIDSON
 GC0373  USGS QUAD   -  SCOTTSBORO (1983)
 GC0373
 GC0373                         *CURRENT SURVEY CONTROL
 GC0373  ___________________________________________________________________
 GC0373* NAD 83(1986)-  36 12 36.     (N)    086 55 39.     (W)     SCALED    
 GC0373* NAVD 88     -       134.157  (meters)     440.15   (feet)  ADJUSTED  
 GC0373  ___________________________________________________________________
 GC0373  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0373  DYNAMIC HT  -         134.042 (meters)     439.77  (feet)  COMP
 GC0373  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0373
 GC0373  VERT ORDER  -  FIRST     CLASS II
 GC0373
 GC0373.The horizontal coordinates were scaled from a topographic map and have
 GC0373.an estimated accuracy of +/- 6 seconds.
 GC0373
 GC0373.The orthometric height was determined by differential leveling
 GC0373.and adjusted by the National Geodetic Survey in June 1991..
 GC0373
 GC0373.The geoid height was determined by GEOID03.
 GC0373
 GC0373.The dynamic height is computed by dividing the NAVD 88
 GC0373.geopotential number by the normal gravity value computed on the
 GC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0373.degrees latitude (g = 980.6199 gals.).
 GC0373
 GC0373.The modeled gravity was interpolated from observed gravity values.
 GC0373
 GC0373;                    North         East    Units  Estimated Accuracy
 GC0373;SPC TN       -   208,610.      516,600.      MT  (+/- 180 meters Scaled)
 GC0373
 GC0373                          SUPERSEDED SURVEY CONTROL
 GC0373
 GC0373  NGVD 29 (??/??/92)  134.188  (m)          440.25   (f) ADJ UNCH    1 2
 GC0373
 GC0373.Superseded values are not recommended for survey control.
 GC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0373.See file dsdata.txt to determine how the superseded data were derived.
 GC0373
 GC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF065072(NAD 83)
 GC0373_MARKER: DB = BENCH MARK DISK
 GC0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0373_STAMPING: J 4 1921 ELEV 440.616 FT
 GC0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0373+STABILITY: SURFACE MOTION
 GC0373
 GC0373  HISTORY     - Date     Condition        Report By
 GC0373  HISTORY     - 1921     MONUMENTED       CGS
 GC0373  HISTORY     - 1949     GOOD             NGS
 GC0373  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0373
 GC0373                          STATION DESCRIPTION
 GC0373
 GC0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0373'8.1 MI NW FROM NASHVILLE.
 GC0373'8.1 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0373'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, AT THE ROAD CROSSING
 GC0373'AT SCOTTSBORO, 150 FEET SOUTHWEST OF MILE POST 19, 143 FEET SOUTH
 GC0373'AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A SECTION HOUSE,
 GC0373'97 FEET SOUTHWEST OF A WELL, 99 FEET SOUTH-SOUTHEAST OF THE CENTER
 GC0373'OF THE ROAD CROSSING AND MAIN TRACK, 21 FEET EAST OF THE CENTER
 GC0373'LINE OF THE ROAD SOUTH, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 GC0373'71 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 221, ABOUT 2 1/2 FEET
 GC0373'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0373'7 INCHES.
 GC0373
 GC0373                          STATION RECOVERY (1984)
 GC0373
 GC0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0373'SEARCHED FOR BUT NOT RECOVERED.  THE SECTION HOUSE IS GONE AS IS
 GC0373'MILEPOST MARKER NUMBER 19, REPLACED WITH MILEPOST NUMBER 196.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1203 ***********************************************************************
 FC1203  DESIGNATION -  J 41
 FC1203  PID         -  FC1203
 FC1203  STATE/COUNTY-  TN/HAMILTON
 FC1203  USGS QUAD   -  CHATTANOOGA (1976)
 FC1203
 FC1203                         *CURRENT SURVEY CONTROL
 FC1203  ___________________________________________________________________
 FC1203* NAD 83(1986)-  35 01 14.     (N)    085 21 49.     (W)     SCALED    
 FC1203* NAVD 88     -       212.373  (meters)     696.76   (feet)  ADJUSTED  
 FC1203  ___________________________________________________________________
 FC1203  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1203  DYNAMIC HT  -         212.162 (meters)     696.07  (feet)  COMP
 FC1203  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 FC1203
 FC1203  VERT ORDER  -  FIRST     CLASS II
 FC1203
 FC1203.The horizontal coordinates were scaled from a topographic map and have
 FC1203.an estimated accuracy of +/- 6 seconds.
 FC1203
 FC1203.The orthometric height was determined by differential leveling
 FC1203.and adjusted by the National Geodetic Survey in June 1991..
 FC1203
 FC1203.The geoid height was determined by GEOID03.
 FC1203
 FC1203.The dynamic height is computed by dividing the NAVD 88
 FC1203.geopotential number by the normal gravity value computed on the
 FC1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1203.degrees latitude (g = 980.6199 gals.).
 FC1203
 FC1203.The modeled gravity was interpolated from observed gravity values.
 FC1203
 FC1203;                    North         East    Units  Estimated Accuracy
 FC1203;SPC TN       -    76,440.      658,080.      MT  (+/- 180 meters Scaled)
 FC1203
 FC1203                          SUPERSEDED SURVEY CONTROL
 FC1203
 FC1203  NGVD 29 (??/??/92)  212.400  (m)          696.85   (f) ADJ UNCH    1 2
 FC1203
 FC1203.Superseded values are not recommended for survey control.
 FC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1203.See file dsdata.txt to determine how the superseded data were derived.
 FC1203
 FC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD492765(NAD 83)
 FC1203_MARKER: DB = BENCH MARK DISK
 FC1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1203_SP_SET: OVERPASS
 FC1203_STAMPING: J 41 1934
 FC1203_MARK LOGO: CGS   
 FC1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1203
 FC1203  HISTORY     - Date     Condition        Report By
 FC1203  HISTORY     - 1934     MONUMENTED       CGS
 FC1203  HISTORY     - 1950     GOOD             NGS
 FC1203  HISTORY     - 1962     GOOD             NGS
 FC1203  HISTORY     - 1983     GOOD             NGS
 FC1203
 FC1203                          STATION DESCRIPTION
 FC1203
 FC1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1203'1.1 MI NE FROM WAUHATCHIE.
 FC1203'ABOUT 1.1 MILES NORTHEAST ALONG THE ALABAMA GREAT SOUTHERN
 FC1203'RAILROAD FROM THE CONTROL TOWER AT WAUHATCHIE, SET IN THE TOP
 FC1203'OF THE NORTHWEST HEADWALL OF THE OVERPASS OVER U.S. HIGHWAYS 11
 FC1203'AND 64, 111 FEET NORTHEAST OF THE NORTHEAST END OF THE NASHVILLE,
 FC1203'CHATTANOOGA AND ST. LOUIS RAILWAY UNDERPASS UNDER A.G.S. RR.,
 FC1203'9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHWEST BOUND
 FC1203'TRACK AND ABOUT LEVEL WITH THE TRACK.
 FC1203
 FC1203                          STATION RECOVERY (1962)
 FC1203
 FC1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1203'RECOVERED IN GOOD CONDITION.
 FC1203
 FC1203                          STATION RECOVERY (1983)
 FC1203
 FC1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0977 ***********************************************************************
 FC0977  DESIGNATION -  J 42
 FC0977  PID         -  FC0977
 FC0977  STATE/COUNTY-  TN/BLEDSOE
 FC0977  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC0977
 FC0977                         *CURRENT SURVEY CONTROL
 FC0977  ___________________________________________________________________
 FC0977* NAD 83(1986)-  35 39 29.     (N)    085 08 55.     (W)     SCALED    
 FC0977* NAVD 88     -       270.082  (meters)     886.09   (feet)  ADJUSTED  
 FC0977  ___________________________________________________________________
 FC0977  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC0977  DYNAMIC HT  -         269.829 (meters)     885.26  (feet)  COMP
 FC0977  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FC0977
 FC0977  VERT ORDER  -  SECOND    CLASS 0
 FC0977
 FC0977.The horizontal coordinates were scaled from a topographic map and have
 FC0977.an estimated accuracy of +/- 6 seconds.
 FC0977
 FC0977.The orthometric height was determined by differential leveling
 FC0977.and adjusted by the National Geodetic Survey in June 1991..
 FC0977
 FC0977.The geoid height was determined by GEOID03.
 FC0977
 FC0977.The dynamic height is computed by dividing the NAVD 88
 FC0977.geopotential number by the normal gravity value computed on the
 FC0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0977.degrees latitude (g = 980.6199 gals.).
 FC0977
 FC0977.The modeled gravity was interpolated from observed gravity values.
 FC0977
 FC0977;                    North         East    Units  Estimated Accuracy
 FC0977;SPC TN       -   147,310.      677,090.      MT  (+/- 180 meters Scaled)
 FC0977
 FC0977                          SUPERSEDED SURVEY CONTROL
 FC0977
 FC0977  NGVD 29 (??/??/92)  270.133  (m)          886.26   (f) ADJ UNCH    2 0
 FC0977
 FC0977.Superseded values are not recommended for survey control.
 FC0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0977.See file dsdata.txt to determine how the superseded data were derived.
 FC0977
 FC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE675476(NAD 83)
 FC0977_MARKER: DB = BENCH MARK DISK
 FC0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0977_STAMPING: J 42 1934
 FC0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0977+STABILITY: SURFACE MOTION
 FC0977
 FC0977  HISTORY     - Date     Condition        Report By
 FC0977  HISTORY     - 1934     MONUMENTED       CGS
 FC0977  HISTORY     - 1934     GOOD             NGS
 FC0977
 FC0977                          STATION DESCRIPTION
 FC0977
 FC0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0977'4.4 MI N FROM PIKEVILLE.
 FC0977'4.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0977'COUNTY, 45 YARDS WEST OF THE NORTHWEST CORNER OF THE COLD
 FC0977'SPRINGS SCHOOL, 30 FEET NORTH OF A SIDEWALK, 31 FEET EAST OF
 FC0977'THE CENTERLINE OF THE HIGHWAY, 42 FEET SOUTH OF A FENCE CORNER,
 FC0977'AND 2 FEET EAST OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FC0977'J 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1022 ***********************************************************************
 FC1022  DESIGNATION -  J 43
 FC1022  PID         -  FC1022
 FC1022  STATE/COUNTY-  TN/VAN BUREN
 FC1022  USGS QUAD   -  SPENCER (1974)
 FC1022
 FC1022                         *CURRENT SURVEY CONTROL
 FC1022  ___________________________________________________________________
 FC1022* NAD 83(1986)-  35 44 00.     (N)    085 26 13.     (W)     SCALED    
 FC1022* NAVD 88     -       529.595  (meters)    1737.51   (feet)  ADJUSTED  
 FC1022  ___________________________________________________________________
 FC1022  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FC1022  DYNAMIC HT  -         529.107 (meters)    1735.91  (feet)  COMP
 FC1022  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FC1022
 FC1022  VERT ORDER  -  SECOND    CLASS 0
 FC1022
 FC1022.The horizontal coordinates were scaled from a topographic map and have
 FC1022.an estimated accuracy of +/- 6 seconds.
 FC1022
 FC1022.The orthometric height was determined by differential leveling
 FC1022.and adjusted by the National Geodetic Survey in June 1991..
 FC1022
 FC1022.The geoid height was determined by GEOID03.
 FC1022
 FC1022.The dynamic height is computed by dividing the NAVD 88
 FC1022.geopotential number by the normal gravity value computed on the
 FC1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1022.degrees latitude (g = 980.6199 gals.).
 FC1022
 FC1022.The modeled gravity was interpolated from observed gravity values.
 FC1022
 FC1022;                    North         East    Units  Estimated Accuracy
 FC1022;SPC TN       -   155,480.      650,940.      MT  (+/- 180 meters Scaled)
 FC1022
 FC1022                          SUPERSEDED SURVEY CONTROL
 FC1022
 FC1022  NGVD 29 (??/??/92)  529.650  (m)         1737.69   (f) ADJ UNCH    2 0
 FC1022
 FC1022.Superseded values are not recommended for survey control.
 FC1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1022.See file dsdata.txt to determine how the superseded data were derived.
 FC1022
 FC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE413554(NAD 83)
 FC1022_MARKER: DB = BENCH MARK DISK
 FC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1022_STAMPING: J 43 1934
 FC1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1022+STABILITY: SURFACE MOTION
 FC1022
 FC1022  HISTORY     - Date     Condition        Report By
 FC1022  HISTORY     - 1934     MONUMENTED       CGS
 FC1022  HISTORY     - 1952     GOOD             NGS
 FC1022
 FC1022                          STATION DESCRIPTION
 FC1022
 FC1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1022'1.8 MI S FROM SPENCER.
 FC1022'1.8 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN COUNTY,
 FC1022'ON THE TOP OF A MOUNTAIN, 100 FEET NORTHEAST OF LOG CABIN, 30
 FC1022'FEET FROM THE HIGHWAY, 10 FEET FROM THE EDGE OF A BANK, AND ABOUT
 FC1022'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 43
 FC1022'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1049 ***********************************************************************
 FC1049  DESIGNATION -  J 44
 FC1049  PID         -  FC1049
 FC1049  STATE/COUNTY-  TN/RHEA
 FC1049  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1049
 FC1049                         *CURRENT SURVEY CONTROL
 FC1049  ___________________________________________________________________
 FC1049* NAD 83(1986)-  35 33 03.     (N)    085 04 17.     (W)     SCALED    
 FC1049* NAVD 88     -       573.527  (meters)    1881.65   (feet)  ADJUSTED  
 FC1049  ___________________________________________________________________
 FC1049  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 FC1049  DYNAMIC HT  -         572.956 (meters)    1879.77  (feet)  COMP
 FC1049  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 FC1049
 FC1049  VERT ORDER  -  SECOND    CLASS 0
 FC1049
 FC1049.The horizontal coordinates were scaled from a topographic map and have
 FC1049.an estimated accuracy of +/- 6 seconds.
 FC1049
 FC1049.The orthometric height was determined by differential leveling
 FC1049.and adjusted by the National Geodetic Survey in June 1991..
 FC1049
 FC1049.The geoid height was determined by GEOID03.
 FC1049
 FC1049.The dynamic height is computed by dividing the NAVD 88
 FC1049.geopotential number by the normal gravity value computed on the
 FC1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1049.degrees latitude (g = 980.6199 gals.).
 FC1049
 FC1049.The modeled gravity was interpolated from observed gravity values.
 FC1049
 FC1049;                    North         East    Units  Estimated Accuracy
 FC1049;SPC TN       -   135,480.      684,200.      MT  (+/- 180 meters Scaled)
 FC1049
 FC1049                          SUPERSEDED SURVEY CONTROL
 FC1049
 FC1049  NGVD 29 (??/??/92)  573.580  (m)         1881.82   (f) ADJ UNCH    2 0
 FC1049
 FC1049.Superseded values are not recommended for survey control.
 FC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1049.See file dsdata.txt to determine how the superseded data were derived.
 FC1049
 FC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE748358(NAD 83)
 FC1049_MARKER: DB = BENCH MARK DISK
 FC1049_SETTING: 0 = UNSPECIFIED SETTING
 FC1049_STAMPING: J 44 1934
 FC1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1049
 FC1049  HISTORY     - Date     Condition        Report By
 FC1049  HISTORY     - 1934     MONUMENTED       CGS
 FC1049  HISTORY     - 1952     GOOD             NGS
 FC1049  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1049
 FC1049                          STATION DESCRIPTION
 FC1049
 FC1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1049'6.4 MI NW FROM DAYTON.
 FC1049'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA
 FC1049'COUNTY, 550 FEET WEST OF THE TOP OF A HILL, AT THE S.A. TAYLOR
 FC1049'HOME IN 1952, 65.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FC1049'HOUSE, 39.7 FEET SOUTH OF AN 8-INCH POST OAK TREE, 48 FEET
 FC1049'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND UNDER 0.6 FOOT
 FC1049'OF GRAVEL IN THE DRIVEWAY.  A STANDARD DISK, STAMPED J 44 1934.
 FC1049
 FC1049                          STATION RECOVERY (1972)
 FC1049
 FC1049'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3257 ***********************************************************************
 GA3257  DESIGNATION -  J 45 RESET
 GA3257  PID         -  GA3257
 GA3257  STATE/COUNTY-  TN/KNOX
 GA3257  USGS QUAD   -  JOHN SEVIER (1992)
 GA3257
 GA3257                         *CURRENT SURVEY CONTROL
 GA3257  ___________________________________________________________________
 GA3257* NAD 83(1986)-  36 05 12.     (N)    083 50 08.     (W)     SCALED    
 GA3257* NAVD 88     -       322.25   (meters)    1057.2    (feet)  RESET     
 GA3257  ___________________________________________________________________
 GA3257  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3257
 GA3257  VERT ORDER  -  THIRD
 GA3257
 GA3257.The horizontal coordinates were scaled from a topographic map and have
 GA3257.an estimated accuracy of +/- 6 seconds.
 GA3257
 GA3257.The orthometric height was computed from unverified reset data.
 GA3257.No vertical observational check was made to the station.
 GA3257
 GA3257.The geoid height was determined by GEOID03.
 GA3257
 GA3257;                    North         East    Units  Estimated Accuracy
 GA3257;SPC TN       -   196,690.      794,920.      MT  (+/- 180 meters Scaled)
 GA3257
 GA3257                          SUPERSEDED SURVEY CONTROL
 GA3257
 GA3257  NGVD 29 (10/12/01)  322.35   (m)         1057.6    (f) RESET       3  
 GA3257
 GA3257.Superseded values are not recommended for survey control.
 GA3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3257.See file dsdata.txt to determine how the superseded data were derived.
 GA3257
 GA3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446972(NAD 83)
 GA3257_MARKER: DB = BENCH MARK DISK
 GA3257_SETTING: 0 = UNSPECIFIED SETTING
 GA3257_STAMPING: J 45 RESET 1977
 GA3257_MARK LOGO: NGS   
 GA3257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3257
 GA3257  HISTORY     - Date     Condition        Report By
 GA3257  HISTORY     - 1977     MONUMENTED       NGS
 GA3257
 GA3257                          STATION DESCRIPTION
 GA3257
 GA3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GA3257'IN MALONEYVILLE.
 GA3257'AT THE CROSSING OF THE SOUTHERN RAILROAD AND MALONEYVILLE ROAD IN
 GA3257'MALONEYVILLE, 12 FEET WEST OF A POWER POLE, 15 FEET NORTH OF THE
 GA3257'CENTERLINE OF MALONEYVILLE ROAD, 25 FEET EAST OF THE EAST RAIL OF
 GA3257'THE RAILROAD, 77 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, A
 GA3257'PRE-CAST ALUMINUM MONUMENT, WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2692 ***********************************************************************
 GA2692  DESIGNATION -  J 46
 GA2692  PID         -  GA2692
 GA2692  STATE/COUNTY-  TN/CLAIBORNE
 GA2692  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2692
 GA2692                         *CURRENT SURVEY CONTROL
 GA2692  ___________________________________________________________________
 GA2692* NAD 83(1986)-  36 30 00.     (N)    083 41 19.     (W)     SCALED    
 GA2692* NAVD 88     -       317.276  (meters)    1040.93   (feet)  ADJUSTED  
 GA2692  ___________________________________________________________________
 GA2692  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA2692  DYNAMIC HT  -         316.989 (meters)    1039.99  (feet)  COMP
 GA2692  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GA2692
 GA2692  VERT ORDER  -  SECOND    CLASS 0
 GA2692
 GA2692.The horizontal coordinates were scaled from a topographic map and have
 GA2692.an estimated accuracy of +/- 6 seconds.
 GA2692
 GA2692.The orthometric height was determined by differential leveling
 GA2692.and adjusted by the National Geodetic Survey in June 1991..
 GA2692
 GA2692.The geoid height was determined by GEOID03.
 GA2692
 GA2692.The dynamic height is computed by dividing the NAVD 88
 GA2692.geopotential number by the normal gravity value computed on the
 GA2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2692.degrees latitude (g = 980.6199 gals.).
 GA2692
 GA2692.The modeled gravity was interpolated from observed gravity values.
 GA2692
 GA2692;                    North         East    Units  Estimated Accuracy
 GA2692;SPC TN       -   242,840.      807,060.      MT  (+/- 180 meters Scaled)
 GA2692
 GA2692                          SUPERSEDED SURVEY CONTROL
 GA2692
 GA2692  NGVD 29 (??/??/92)  317.413  (m)         1041.38   (f) ADJ UNCH    2 0
 GA2692
 GA2692.Superseded values are not recommended for survey control.
 GA2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2692.See file dsdata.txt to determine how the superseded data were derived.
 GA2692
 GA2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA591427(NAD 83)
 GA2692_MARKER: DB = BENCH MARK DISK
 GA2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2692_STAMPING: J 46 1934
 GA2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2692+STABILITY: SURFACE MOTION
 GA2692
 GA2692  HISTORY     - Date     Condition        Report By
 GA2692  HISTORY     - 1934     MONUMENTED       CGS
 GA2692  HISTORY     - 1949     MARK NOT FOUND   TVA
 GA2692
 GA2692                          STATION DESCRIPTION
 GA2692
 GA2692'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 GA2692'4 MI S FROM ARTHUR.
 GA2692'4.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2692'ARTHUR, CLAIBORNE COUNTY, 18 RAILS SOUTH OF THE STATION SIGN AT
 GA2692'COMBS, 4 POLES NORTH OF MILEPOST 57, AND 20 FEET WEST OF THE
 GA2692'TRACK.  A STANDARD DISK, STAMPED J 46 1934 AND SET IN THE TOP OF
 GA2692'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1153 ***********************************************************************
 FB1153  DESIGNATION -  J 47
 FB1153  PID         -  FB1153
 FB1153  STATE/COUNTY-  TN/SEVIER
 FB1153  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1153
 FB1153                         *CURRENT SURVEY CONTROL
 FB1153  ___________________________________________________________________
 FB1153* NAD 83(1986)-  35 55 00.     (N)    083 21 13.     (W)     SCALED    
 FB1153* NAVD 88     -       368.558  (meters)    1209.18   (feet)  ADJUSTED  
 FB1153  ___________________________________________________________________
 FB1153  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1153  DYNAMIC HT  -         368.210 (meters)    1208.04  (feet)  COMP
 FB1153  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FB1153
 FB1153  VERT ORDER  -  SECOND    CLASS 0
 FB1153
 FB1153.The horizontal coordinates were scaled from a topographic map and have
 FB1153.an estimated accuracy of +/- 6 seconds.
 FB1153
 FB1153.The orthometric height was determined by differential leveling
 FB1153.and adjusted by the National Geodetic Survey in June 1991..
 FB1153
 FB1153.The geoid height was determined by GEOID03.
 FB1153
 FB1153.The dynamic height is computed by dividing the NAVD 88
 FB1153.geopotential number by the normal gravity value computed on the
 FB1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1153.degrees latitude (g = 980.6199 gals.).
 FB1153
 FB1153.The modeled gravity was interpolated from observed gravity values.
 FB1153
 FB1153;                    North         East    Units  Estimated Accuracy
 FB1153;SPC TN       -   178,900.      838,820.      MT  (+/- 180 meters Scaled)
 FB1153
 FB1153                          SUPERSEDED SURVEY CONTROL
 FB1153
 FB1153  NGVD 29 (??/??/92)  368.712  (m)         1209.68   (f) ADJ UNCH    2 0
 FB1153
 FB1153.Superseded values are not recommended for survey control.
 FB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1153.See file dsdata.txt to determine how the superseded data were derived.
 FB1153
 FB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV876772(NAD 83)
 FB1153_MARKER: DB = BENCH MARK DISK
 FB1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1153_STAMPING: J 47 1934
 FB1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1153+STABILITY: SURFACE MOTION
 FB1153
 FB1153  HISTORY     - Date     Condition        Report By
 FB1153  HISTORY     - 1934     MONUMENTED       CGS
 FB1153  HISTORY     - 1936     GOOD             NGS
 FB1153
 FB1153                          STATION DESCRIPTION
 FB1153
 FB1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1153'11.4 MI W FROM NEWPORT.
 FB1153'IN SEVIER COUNTY, 11.4 MILES WEST ALONG STATE HIGHWAY 35 FROM
 FB1153'NEWPORT, COCKE COUNTY, ON THE J.R. BATSON PROPERTY, 10 FEET EAST
 FB1153'OF A DRIVE LEADING TO THE FARMHOUSE, 1.4 MILES SOUTHWEST OF
 FB1153'CHESTNUT HILL, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FB1153'25 FEET NORTHEAST OF THE SOUTH-MOST OF 3 MAPLE TREES AND IN THE
 FB1153'SOUTHWEST CORNER OF THE GARDEN FENCE, 33.4 FEET SOUTHEAST OF
 FB1153'THE SOUTHEAST CORNER OF CONCRETE PORCH, 1 FEET SOUTHEAST OF A
 FB1153'FENCE LINE, AND 1 FOOT NORTH OF STEEL WITNESS POST.  A STANDARD
 FB1153'DISK, STAMPED J 47 1934 AND SET IN THE TOP OF A CONCRETE POST
 FB1153'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0965 ***********************************************************************
 GB0965  DESIGNATION -  J 48
 GB0965  PID         -  GB0965
 GB0965  STATE/COUNTY-  TN/FENTRESS
 GB0965  USGS QUAD   -  GRIMSLEY (1984)
 GB0965
 GB0965                         *CURRENT SURVEY CONTROL
 GB0965  ___________________________________________________________________
 GB0965* NAD 83(1986)-  36 17 35.     (N)    084 58 29.     (W)     SCALED    
 GB0965* NAVD 88     -       525.857  (meters)    1725.25   (feet)  ADJUSTED  
 GB0965  ___________________________________________________________________
 GB0965  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0965  DYNAMIC HT  -         525.384 (meters)    1723.70  (feet)  COMP
 GB0965  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GB0965
 GB0965  VERT ORDER  -  SECOND    CLASS 0
 GB0965
 GB0965.The horizontal coordinates were scaled from a topographic map and have
 GB0965.an estimated accuracy of +/- 6 seconds.
 GB0965
 GB0965.The orthometric height was determined by differential leveling
 GB0965.and adjusted by the National Geodetic Survey in June 1991..
 GB0965
 GB0965.The geoid height was determined by GEOID03.
 GB0965
 GB0965.The dynamic height is computed by dividing the NAVD 88
 GB0965.geopotential number by the normal gravity value computed on the
 GB0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0965.degrees latitude (g = 980.6199 gals.).
 GB0965
 GB0965.The modeled gravity was interpolated from observed gravity values.
 GB0965
 GB0965;                    North         East    Units  Estimated Accuracy
 GB0965;SPC TN       -   217,920.      692,100.      MT  (+/- 180 meters Scaled)
 GB0965
 GB0965                          SUPERSEDED SURVEY CONTROL
 GB0965
 GB0965  NGVD 29 (??/??/92)  525.946  (m)         1725.54   (f) ADJ UNCH    2 0
 GB0965
 GB0965.Superseded values are not recommended for survey control.
 GB0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0965.See file dsdata.txt to determine how the superseded data were derived.
 GB0965
 GB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF818183(NAD 83)
 GB0965_MARKER: DB = BENCH MARK DISK
 GB0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0965_STAMPING: J 48 1934
 GB0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0965+STABILITY: SURFACE MOTION
 GB0965
 GB0965  HISTORY     - Date     Condition        Report By
 GB0965  HISTORY     - 1934     MONUMENTED       CGS
 GB0965
 GB0965                          STATION DESCRIPTION
 GB0965
 GB0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0965'1.8 MI NE FROM GRIMSLEY.
 GB0965'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMLSEY,
 GB0965'FENTRESS COUNTY, 120 FEET SOUTHEAST OF A FARMHOUSE AT THE SUMMIT
 GB0965'OF A HILL ON THE WEST SIDE OF THE HIGHWAY, 35 FEET EAST OF THE
 GB0965'CENTERLINE OF THE HIGHWAY, 18 FEET FROM THE EDGE OF A BANK,
 GB0965'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GB0965'STAMPED J 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0950 ***********************************************************************
 GB0950  DESIGNATION -  J 49
 GB0950  PID         -  GB0950
 GB0950  STATE/COUNTY-  TN/SCOTT
 GB0950  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0950
 GB0950                         *CURRENT SURVEY CONTROL
 GB0950  ___________________________________________________________________
 GB0950* NAD 83(1986)-  36 24 59.     (N)    084 30 15.     (W)     SCALED    
 GB0950* NAVD 88     -       405.515  (meters)    1330.43   (feet)  ADJUSTED  
 GB0950  ___________________________________________________________________
 GB0950  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0950  DYNAMIC HT  -         405.173 (meters)    1329.31  (feet)  COMP
 GB0950  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GB0950
 GB0950  VERT ORDER  -  SECOND    CLASS 0
 GB0950
 GB0950.The horizontal coordinates were scaled from a topographic map and have
 GB0950.an estimated accuracy of +/- 6 seconds.
 GB0950
 GB0950.The orthometric height was determined by differential leveling
 GB0950.and adjusted by the National Geodetic Survey in June 1991..
 GB0950
 GB0950.The geoid height was determined by GEOID03.
 GB0950
 GB0950.The dynamic height is computed by dividing the NAVD 88
 GB0950.geopotential number by the normal gravity value computed on the
 GB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0950.degrees latitude (g = 980.6199 gals.).
 GB0950
 GB0950.The modeled gravity was interpolated from observed gravity values.
 GB0950
 GB0950;                    North         East    Units  Estimated Accuracy
 GB0950;SPC TN       -   232,140.      734,150.      MT  (+/- 180 meters Scaled)
 GB0950
 GB0950                          SUPERSEDED SURVEY CONTROL
 GB0950
 GB0950  NGVD 29 (??/??/92)  405.646  (m)         1330.86   (f) ADJ UNCH    2 0
 GB0950
 GB0950.Superseded values are not recommended for survey control.
 GB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0950.See file dsdata.txt to determine how the superseded data were derived.
 GB0950
 GB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF237330(NAD 83)
 GB0950_MARKER: DB = BENCH MARK DISK
 GB0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0950_SP_SET: BRIDGE
 GB0950_STAMPING: J 49 1934
 GB0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0950
 GB0950  HISTORY     - Date     Condition        Report By
 GB0950  HISTORY     - 1934     MONUMENTED       CGS
 GB0950  HISTORY     - 1935     GOOD             NGS
 GB0950
 GB0950                          STATION DESCRIPTION
 GB0950
 GB0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0950'1.1 MI W FROM HUNTSVILLE.
 GB0950'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0950'COUNTY, AT THE CONCRETE BRIDGE OVER FLAT RIVER, AND IN THE TOP
 GB0950'OF THE NORTHWEST WING WALL.  A STANDARD DISK, STAMPED J 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2695 ***********************************************************************
 GB2695  DESIGNATION -  J 49 RESET
 GB2695  PID         -  GB2695
 GB2695  STATE/COUNTY-  TN/SCOTT
 GB2695  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2695
 GB2695                         *CURRENT SURVEY CONTROL
 GB2695  ___________________________________________________________________
 GB2695* NAD 83(1986)-  36 24 59.     (N)    084 30 15.     (W)     SCALED    
 GB2695* NAVD 88     -       405.44   (meters)    1330.2    (feet)  RESET     
 GB2695  ___________________________________________________________________
 GB2695  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB2695
 GB2695  VERT ORDER  -  THIRD
 GB2695
 GB2695.The horizontal coordinates were scaled from a topographic map and have
 GB2695.an estimated accuracy of +/- 6 seconds.
 GB2695
 GB2695.The orthometric height was computed from unverified reset data.
 GB2695.No vertical observational check was made to the station.
 GB2695
 GB2695.The geoid height was determined by GEOID03.
 GB2695
 GB2695;                    North         East    Units  Estimated Accuracy
 GB2695;SPC TN       -   232,140.      734,150.      MT  (+/- 180 meters Scaled)
 GB2695
 GB2695                          SUPERSEDED SURVEY CONTROL
 GB2695
 GB2695  NGVD 29 (10/12/01)  405.57   (m)         1330.6    (f) RESET       3  
 GB2695
 GB2695.Superseded values are not recommended for survey control.
 GB2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2695.See file dsdata.txt to determine how the superseded data were derived.
 GB2695
 GB2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF237330(NAD 83)
 GB2695_MARKER: DB = BENCH MARK DISK
 GB2695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB2695_SP_SET: WINGWALL
 GB2695_STAMPING: J 49 RESET 1983
 GB2695_MARK LOGO: TNHD  
 GB2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2695+STABILITY: SURFACE MOTION
 GB2695
 GB2695  HISTORY     - Date     Condition        Report By
 GB2695  HISTORY     - 1983     MONUMENTED       TNHD
 GB2695
 GB2695                          STATION DESCRIPTION
 GB2695
 GB2695'DESCRIBED BY TN HIGHWAY DEPT 1983
 GB2695'1.8 KM (1.10 MI) WEST FROM HUNTSVILLE.
 GB2695'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, AT THE CONCRETE
 GB2695'BRIDGE OVER FLAT CREEK, AND IN THE TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0579 ***********************************************************************
 GB0579  DESIGNATION -  J 50
 GB0579  PID         -  GB0579
 GB0579  STATE/COUNTY-  TN/ANDERSON
 GB0579  USGS QUAD   -  LAKE CITY (1973)
 GB0579
 GB0579                         *CURRENT SURVEY CONTROL
 GB0579  ___________________________________________________________________
 GB0579* NAD 83(1986)-  36 10 57.     (N)    084 08 44.     (W)     SCALED    
 GB0579* NAVD 88     -       273.601  (meters)     897.64   (feet)  ADJUSTED  
 GB0579  ___________________________________________________________________
 GB0579  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0579  DYNAMIC HT  -         273.355 (meters)     896.83  (feet)  COMP
 GB0579  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0579
 GB0579  VERT ORDER  -  SECOND    CLASS 0
 GB0579
 GB0579.The horizontal coordinates were scaled from a topographic map and have
 GB0579.an estimated accuracy of +/- 6 seconds.
 GB0579
 GB0579.The orthometric height was determined by differential leveling
 GB0579.and adjusted by the National Geodetic Survey in June 1991..
 GB0579
 GB0579.The geoid height was determined by GEOID03.
 GB0579
 GB0579.The dynamic height is computed by dividing the NAVD 88
 GB0579.geopotential number by the normal gravity value computed on the
 GB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0579.degrees latitude (g = 980.6199 gals.).
 GB0579
 GB0579.The modeled gravity was interpolated from observed gravity values.
 GB0579
 GB0579;                    North         East    Units  Estimated Accuracy
 GB0579;SPC TN       -   206,750.      766,800.      MT  (+/- 180 meters Scaled)
 GB0579
 GB0579                          SUPERSEDED SURVEY CONTROL
 GB0579
 GB0579  NGVD 29 (??/??/92)  273.736  (m)          898.08   (f) ADJ UNCH    2 0
 GB0579
 GB0579.Superseded values are not recommended for survey control.
 GB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0579.See file dsdata.txt to determine how the superseded data were derived.
 GB0579
 GB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567079(NAD 83)
 GB0579_MARKER: DB = BENCH MARK DISK
 GB0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0579_STAMPING: J 50 1934
 GB0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0579+STABILITY: SURFACE MOTION
 GB0579
 GB0579  HISTORY     - Date     Condition        Report By
 GB0579  HISTORY     - 1934     MONUMENTED       CGS
 GB0579  HISTORY     - 1949     GOOD             NGS
 GB0579  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0579
 GB0579                          STATION DESCRIPTION
 GB0579
 GB0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0579'2.6 MI S FROM COAL CREEK.
 GB0579'2.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0579'ANDERSON COUNTY, 12 FEET NORTH OF A ROAD CROSSING, 15 FEET
 GB0579'EAST OF THE TRACK, 1 FOOT WEST OF A CORNER POST, AND NEAR A STEEL
 GB0579'POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED J 50 1934
 GB0579'AND SET IN THE TOP OF A CONCRETE POST.
 GB0579
 GB0579                          STATION RECOVERY (1973)
 GB0579
 GB0579'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0114 ***********************************************************************
 GB0114  DESIGNATION -  J 51
 GB0114  PID         -  GB0114
 GB0114  STATE/COUNTY-  TN/CAMPBELL
 GB0114  USGS QUAD   -  JELLICO EAST (1982)
 GB0114
 GB0114                         *CURRENT SURVEY CONTROL
 GB0114  ___________________________________________________________________
 GB0114* NAD 83(1986)-  36 33 04.     (N)    084 02 54.     (W)     SCALED    
 GB0114* NAVD 88     -       322.260  (meters)    1057.28   (feet)  ADJUSTED  
 GB0114  ___________________________________________________________________
 GB0114  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GB0114  DYNAMIC HT  -         321.980 (meters)    1056.36  (feet)  COMP
 GB0114  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 GB0114
 GB0114  VERT ORDER  -  SECOND    CLASS 0
 GB0114
 GB0114.The horizontal coordinates were scaled from a topographic map and have
 GB0114.an estimated accuracy of +/- 6 seconds.
 GB0114
 GB0114.The orthometric height was determined by differential leveling
 GB0114.and adjusted by the National Geodetic Survey in June 1991..
 GB0114
 GB0114.The geoid height was determined by GEOID03.
 GB0114
 GB0114.The dynamic height is computed by dividing the NAVD 88
 GB0114.geopotential number by the normal gravity value computed on the
 GB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0114.degrees latitude (g = 980.6199 gals.).
 GB0114
 GB0114.The modeled gravity was interpolated from observed gravity values.
 GB0114
 GB0114;                    North         East    Units  Estimated Accuracy
 GB0114;SPC TN       -   247,810.      774,730.      MT  (+/- 180 meters Scaled)
 GB0114
 GB0114                          SUPERSEDED SURVEY CONTROL
 GB0114
 GB0114  NGVD 29 (??/??/92)  322.407  (m)         1057.76   (f) ADJ UNCH    2 0
 GB0114
 GB0114.Superseded values are not recommended for survey control.
 GB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0114.See file dsdata.txt to determine how the superseded data were derived.
 GB0114
 GB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF641491(NAD 83)
 GB0114_MARKER: DB = BENCH MARK DISK
 GB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0114_STAMPING: J 51 1934
 GB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0114+STABILITY: SURFACE MOTION
 GB0114
 GB0114  HISTORY     - Date     Condition        Report By
 GB0114  HISTORY     - 1934     MONUMENTED       CGS
 GB0114
 GB0114                          STATION DESCRIPTION
 GB0114
 GB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0114'AT MORLEY.
 GB0114'AT MORLEY, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0114'RAILROAD, 84 FEET SOUTHWEST OF THE STATION, 52 FEET NORTHWEST
 GB0114'OF THE MAIN TRACK, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 GB0114'STAMPED J 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0616 ***********************************************************************
 GA0616  DESIGNATION -  J 52
 GA0616  PID         -  GA0616
 GA0616  STATE/COUNTY-  TN/UNICOI
 GA0616  USGS QUAD   -  CHESTOA (1978)
 GA0616
 GA0616                         *CURRENT SURVEY CONTROL
 GA0616  ___________________________________________________________________
 GA0616* NAD 83(1986)-  36 05 54.     (N)    082 26 31.     (W)     SCALED    
 GA0616* NAVD 88     -       519.229  (meters)    1703.50   (feet)  ADJUSTED  
 GA0616  ___________________________________________________________________
 GA0616  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0616  DYNAMIC HT  -         518.707 (meters)    1701.79  (feet)  COMP
 GA0616  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 GA0616
 GA0616  VERT ORDER  -  SECOND    CLASS 0
 GA0616
 GA0616.The horizontal coordinates were scaled from a topographic map and have
 GA0616.an estimated accuracy of +/- 6 seconds.
 GA0616
 GA0616.The orthometric height was determined by differential leveling
 GA0616.and adjusted by the National Geodetic Survey in June 1991..
 GA0616
 GA0616.The geoid height was determined by GEOID03.
 GA0616
 GA0616.The dynamic height is computed by dividing the NAVD 88
 GA0616.geopotential number by the normal gravity value computed on the
 GA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0616.degrees latitude (g = 980.6199 gals.).
 GA0616
 GA0616.The modeled gravity was interpolated from observed gravity values.
 GA0616
 GA0616;                    North         East    Units  Estimated Accuracy
 GA0616;SPC TN       -   201,650.      920,330.      MT  (+/- 180 meters Scaled)
 GA0616
 GA0616                          SUPERSEDED SURVEY CONTROL
 GA0616
 GA0616  NGVD 29 (??/??/92)  519.343  (m)         1703.88   (f) ADJ UNCH    2 0
 GA0616
 GA0616.Superseded values are not recommended for survey control.
 GA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0616.See file dsdata.txt to determine how the superseded data were derived.
 GA0616
 GA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV701958(NAD 83)
 GA0616_MARKER: DB = BENCH MARK DISK
 GA0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0616_SP_SET: BRIDGE
 GA0616_STAMPING: J 52 1934
 GA0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0616
 GA0616  HISTORY     - Date     Condition        Report By
 GA0616  HISTORY     - 1934     MONUMENTED       CGS
 GA0616  HISTORY     - 1944     GOOD             NGS
 GA0616
 GA0616                          STATION DESCRIPTION
 GA0616
 GA0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0616'3.9 MI S FROM ERWIN.
 GA0616'3.9 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM ERWIN, UNICOI
 GA0616'COUNTY, AT UNAKA SPRINGS, AT THE EAST END OF THE BRIDGE OVER
 GA0616'NOLICHUCKY RIVER, IN THE TOP OF THE CONCRETE RETAINING WALL, AND
 GA0616'5 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED J 52 1934.
 GA0616
 GA0616                          STATION RECOVERY (1944)
 GA0616
 GA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GA0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1804 ***********************************************************************
 FB1804  DESIGNATION -  J 53
 FB1804  PID         -  FB1804
 FB1804  STATE/COUNTY-  TN/SEVIER
 FB1804  USGS QUAD   -  GATLINBURG (1979)
 FB1804
 FB1804                         *CURRENT SURVEY CONTROL
 FB1804  ___________________________________________________________________
 FB1804* NAD 83(1986)-  35 38 42.     (N)    083 30 29.     (W)     SCALED    
 FB1804* NAVD 88     -       712.673  (meters)    2338.16   (feet)  ADJUSTED  
 FB1804  ___________________________________________________________________
 FB1804  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FB1804  DYNAMIC HT  -         711.921 (meters)    2335.69  (feet)  COMP
 FB1804  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 FB1804
 FB1804  VERT ORDER  -  SECOND    CLASS 0
 FB1804
 FB1804.The horizontal coordinates were scaled from a topographic map and have
 FB1804.an estimated accuracy of +/- 6 seconds.
 FB1804
 FB1804.The orthometric height was determined by differential leveling
 FB1804.and adjusted by the National Geodetic Survey in June 1991..
 FB1804
 FB1804.The geoid height was determined by GEOID03.
 FB1804
 FB1804.The dynamic height is computed by dividing the NAVD 88
 FB1804.geopotential number by the normal gravity value computed on the
 FB1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1804.degrees latitude (g = 980.6199 gals.).
 FB1804
 FB1804.The modeled gravity was interpolated from observed gravity values.
 FB1804
 FB1804;                    North         East    Units  Estimated Accuracy
 FB1804;SPC TN       -   148,400.      825,650.      MT  (+/- 180 meters Scaled)
 FB1804
 FB1804                          SUPERSEDED SURVEY CONTROL
 FB1804
 FB1804  NGVD 29 (??/??/92)  712.732  (m)         2338.35   (f) ADJ UNCH    2 0
 FB1804
 FB1804.Superseded values are not recommended for survey control.
 FB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1804.See file dsdata.txt to determine how the superseded data were derived.
 FB1804
 FB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV729474(NAD 83)
 FB1804_MARKER: DB = BENCH MARK DISK
 FB1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1804_STAMPING: J 53 1934
 FB1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1804+STABILITY: SURFACE MOTION
 FB1804
 FB1804  HISTORY     - Date     Condition        Report By
 FB1804  HISTORY     - 1934     MONUMENTED       CGS
 FB1804  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB1804
 FB1804                          STATION DESCRIPTION
 FB1804
 FB1804'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB1804'5.6 MI SE FROM GATLINBURG.
 FB1804'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1804'IN A HOLLOW, 12 FEET SOUTH OF A STONE CULVERT, 30 FEET SOUTH
 FB1804'OF THE CENTERLINE OF THE HIGHWAY, AND IN A CLUMP OF LOCUST
 FB1804'TREES.  A STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP
 FB1804'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0162 ***********************************************************************
 FC0162  DESIGNATION -  J 54
 FC0162  PID         -  FC0162
 FC0162  STATE/COUNTY-  TN/MONROE
 FC0162  USGS QUAD   -  VONORE (1986)
 FC0162
 FC0162                         *CURRENT SURVEY CONTROL
 FC0162  ___________________________________________________________________
 FC0162* NAD 83(1986)-  35 35 21.     (N)    084 11 07.     (W)     SCALED    
 FC0162* NAVD 88     -       273.762  (meters)     898.17   (feet)  ADJUSTED  
 FC0162  ___________________________________________________________________
 FC0162  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0162  DYNAMIC HT  -         273.501 (meters)     897.31  (feet)  COMP
 FC0162  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 FC0162
 FC0162  VERT ORDER  -  SECOND    CLASS 0
 FC0162
 FC0162.The horizontal coordinates were scaled from a topographic map and have
 FC0162.an estimated accuracy of +/- 6 seconds.
 FC0162
 FC0162.The orthometric height was determined by differential leveling
 FC0162.and adjusted by the National Geodetic Survey in June 1991..
 FC0162
 FC0162.The geoid height was determined by GEOID03.
 FC0162
 FC0162.The dynamic height is computed by dividing the NAVD 88
 FC0162.geopotential number by the normal gravity value computed on the
 FC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0162.degrees latitude (g = 980.6199 gals.).
 FC0162
 FC0162.The modeled gravity was interpolated from observed gravity values.
 FC0162
 FC0162;                    North         East    Units  Estimated Accuracy
 FC0162;SPC TN       -   140,860.      764,450.      MT  (+/- 180 meters Scaled)
 FC0162
 FC0162                          SUPERSEDED SURVEY CONTROL
 FC0162
 FC0162  NGVD 29 (??/??/92)  273.877  (m)          898.54   (f) ADJ UNCH    2 0
 FC0162
 FC0162.Superseded values are not recommended for survey control.
 FC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0162.See file dsdata.txt to determine how the superseded data were derived.
 FC0162
 FC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE550420(NAD 83)
 FC0162_MARKER: DB = BENCH MARK DISK
 FC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0162_STAMPING: J 54 1934
 FC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0162+STABILITY: SURFACE MOTION
 FC0162
 FC0162  HISTORY     - Date     Condition        Report By
 FC0162  HISTORY     - 1934     MONUMENTED       CGS
 FC0162
 FC0162                          STATION DESCRIPTION
 FC0162
 FC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0162'2.3 MI SE FROM MC GHEE.
 FC0162'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM MC GHEE, MONROE
 FC0162'COUNTY, AT THE SUMMIT OF A RISE AT THE BEGINNING OF A REVERSE
 FC0162'CURVE TO THE EAST, 100 YARDS NORTH OF A LONE 14-INCH OAK TREE,
 FC0162'55 FEET NORTH OF A GATE, 22 FEET WEST OF THE CENTERLINE OF THE
 FC0162'HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED
 FC0162'J 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0162'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1888 ***********************************************************************
 GA1888  DESIGNATION -  J 55
 GA1888  PID         -  GA1888
 GA1888  STATE/COUNTY-  TN/HAWKINS
 GA1888  USGS QUAD   -  CAMELOT (1976)
 GA1888
 GA1888                         *CURRENT SURVEY CONTROL
 GA1888  ___________________________________________________________________
 GA1888* NAD 83(1986)-  36 29 21.     (N)    083 00 32.     (W)     SCALED    
 GA1888* NAVD 88     -       431.302  (meters)    1415.03   (feet)  ADJUSTED  
 GA1888  ___________________________________________________________________
 GA1888  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1888  DYNAMIC HT  -         430.910 (meters)    1413.74  (feet)  COMP
 GA1888  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA1888
 GA1888  VERT ORDER  -  SECOND    CLASS 0
 GA1888
 GA1888.The horizontal coordinates were scaled from a topographic map and have
 GA1888.an estimated accuracy of +/- 6 seconds.
 GA1888
 GA1888.The orthometric height was determined by differential leveling
 GA1888.and adjusted by the National Geodetic Survey in June 1991..
 GA1888
 GA1888.The geoid height was determined by GEOID03.
 GA1888
 GA1888.The dynamic height is computed by dividing the NAVD 88
 GA1888.geopotential number by the normal gravity value computed on the
 GA1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1888.degrees latitude (g = 980.6199 gals.).
 GA1888
 GA1888.The modeled gravity was interpolated from observed gravity values.
 GA1888
 GA1888;                    North         East    Units  Estimated Accuracy
 GA1888;SPC TN       -   243,290.      867,980.      MT  (+/- 180 meters Scaled)
 GA1888
 GA1888                          SUPERSEDED SURVEY CONTROL
 GA1888
 GA1888  NGVD 29 (??/??/92)  431.445  (m)         1415.50   (f) ADJ UNCH    2 0
 GA1888
 GA1888.Superseded values are not recommended for survey control.
 GA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1888.See file dsdata.txt to determine how the superseded data were derived.
 GA1888
 GA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200400(NAD 83)
 GA1888_MARKER: DB = BENCH MARK DISK
 GA1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1888_STAMPING: J 55 1934
 GA1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1888+STABILITY: SURFACE MOTION
 GA1888
 GA1888  HISTORY     - Date     Condition        Report By
 GA1888  HISTORY     - 1934     MONUMENTED       CGS
 GA1888  HISTORY     - 1935     GOOD             NGS
 GA1888  HISTORY     - 1949     GOOD             NGS
 GA1888
 GA1888                          STATION DESCRIPTION
 GA1888
 GA1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1888'8.3 MI N FROM ROGERSVILLE.
 GA1888'8.3 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, 40 FEET
 GA1888'WEST OF HIGHWAY, 9 FEET SOUTHWEST OF HEDGE FENCE, 1 FOOT EAST OF
 GA1888'BOARD FENCE AROUND HOUSE, 34.7 FEET EAST-NORTHEAST OF SOUTHEAST
 GA1888'CORNER OF CHIMNEY, 11.4 FEET SOUTH OF AND IN LINE WITH EAST
 GA1888'EDGE OF GARAGE.  A STANDARD DISK, STAMPED J 55 1934 AND SET IN
 GA1888'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 GA1888'GROUND.
 GA1888
 GA1888                          STATION RECOVERY (1949)
 GA1888
 GA1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GA1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0743 ***********************************************************************
 GA0743  DESIGNATION -  J 56
 GA0743  PID         -  GA0743
 GA0743  STATE/COUNTY-  TN/GREENE
 GA0743  USGS QUAD   -  GREENEVILLE (1961)
 GA0743
 GA0743                         *CURRENT SURVEY CONTROL
 GA0743  ___________________________________________________________________
 GA0743* NAD 83(1986)-  36 09 44.     (N)    082 49 54.     (W)     SCALED    
 GA0743* NAVD 88     -       465.765  (meters)    1528.10   (feet)  ADJUSTED  
 GA0743  ___________________________________________________________________
 GA0743  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0743  DYNAMIC HT  -         465.321 (meters)    1526.64  (feet)  COMP
 GA0743  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0743
 GA0743  VERT ORDER  -  SECOND    CLASS 0
 GA0743
 GA0743.The horizontal coordinates were scaled from a topographic map and have
 GA0743.an estimated accuracy of +/- 6 seconds.
 GA0743
 GA0743.The orthometric height was determined by differential leveling
 GA0743.and adjusted by the National Geodetic Survey in June 1991..
 GA0743
 GA0743.The geoid height was determined by GEOID03.
 GA0743
 GA0743.The dynamic height is computed by dividing the NAVD 88
 GA0743.geopotential number by the normal gravity value computed on the
 GA0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0743.degrees latitude (g = 980.6199 gals.).
 GA0743
 GA0743.The modeled gravity was interpolated from observed gravity values.
 GA0743
 GA0743;                    North         East    Units  Estimated Accuracy
 GA0743;SPC TN       -   207,530.      885,020.      MT  (+/- 180 meters Scaled)
 GA0743
 GA0743                          SUPERSEDED SURVEY CONTROL
 GA0743
 GA0743  NGVD 29 (??/??/92)  465.888  (m)         1528.50   (f) ADJ UNCH    2 0
 GA0743
 GA0743.Superseded values are not recommended for survey control.
 GA0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0743.See file dsdata.txt to determine how the superseded data were derived.
 GA0743
 GA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA352034(NAD 83)
 GA0743_MARKER: DB = BENCH MARK DISK
 GA0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0743_STAMPING: 1528.790 J 56 1934
 GA0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0743+STABILITY: SURFACE MOTION
 GA0743
 GA0743  HISTORY     - Date     Condition        Report By
 GA0743  HISTORY     - 1934     MONUMENTED       CGS
 GA0743  HISTORY     - 1955     GOOD             NGS
 GA0743
 GA0743                          STATION DESCRIPTION
 GA0743
 GA0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0743'AT GREENEVILLE.
 GA0743'AT GREENEVILLE, GREENE COUNTY, AT THE NORTHEAST CORNER OF THE POST
 GA0743'OFFICE, 18 INCHES SOUTH, AND 6 INCHES WEST OF THE WALK.  A
 GA0743'STANDARD DISK, STAMPED 1528.790 J 56 1934 AND SET IN THE TOP
 GA0743'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0632 ***********************************************************************
 GA0632  DESIGNATION -  J 57
 GA0632  PID         -  GA0632
 GA0632  STATE/COUNTY-  TN/WASHINGTON
 GA0632  USGS QUAD   -  JONESBOROUGH (1968)
 GA0632
 GA0632                         *CURRENT SURVEY CONTROL
 GA0632  ___________________________________________________________________
 GA0632* NAD 83(1986)-  36 19 52.     (N)    082 24 18.     (W)     SCALED    
 GA0632* NAVD 88     -       519.852  (meters)    1705.55   (feet)  ADJUSTED  
 GA0632  ___________________________________________________________________
 GA0632  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0632  DYNAMIC HT  -         519.361 (meters)    1703.94  (feet)  COMP
 GA0632  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 GA0632
 GA0632  VERT ORDER  -  SECOND    CLASS 0
 GA0632
 GA0632.The horizontal coordinates were scaled from a topographic map and have
 GA0632.an estimated accuracy of +/- 6 seconds.
 GA0632
 GA0632.The orthometric height was determined by differential leveling
 GA0632.and adjusted by the National Geodetic Survey in June 1991..
 GA0632
 GA0632.The geoid height was determined by GEOID03.
 GA0632
 GA0632.The dynamic height is computed by dividing the NAVD 88
 GA0632.geopotential number by the normal gravity value computed on the
 GA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0632.degrees latitude (g = 980.6199 gals.).
 GA0632
 GA0632.The modeled gravity was interpolated from observed gravity values.
 GA0632
 GA0632;                    North         East    Units  Estimated Accuracy
 GA0632;SPC TN       -   227,580.      922,700.      MT  (+/- 180 meters Scaled)
 GA0632
 GA0632                          SUPERSEDED SURVEY CONTROL
 GA0632
 GA0632  NGVD 29 (??/??/92)  519.992  (m)         1706.01   (f) ADJ UNCH    2 0
 GA0632
 GA0632.Superseded values are not recommended for survey control.
 GA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0632.See file dsdata.txt to determine how the superseded data were derived.
 GA0632
 GA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA738215(NAD 83)
 GA0632_MARKER: DB = BENCH MARK DISK
 GA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0632_STAMPING: J 57 1934
 GA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0632+STABILITY: SURFACE MOTION
 GA0632
 GA0632  HISTORY     - Date     Condition        Report By
 GA0632  HISTORY     - 1934     MONUMENTED       CGS
 GA0632  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0632
 GA0632                          STATION DESCRIPTION
 GA0632
 GA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0632'4.7 MI NW FROM JOHNSON CITY.
 GA0632'4.7 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0632'CITY, WASHINGTON COUNTY, AT MILEAGE 115.5, 40 FEET WEST OF A ROAD
 GA0632'CROSSING, AND 30 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 GA0632'STANDARD DISK, STAMPED J 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0632'POST.
 GA0632
 GA0632                          STATION RECOVERY (2001)
 GA0632
 GA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0632'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0580 ***********************************************************************
 GA0580  DESIGNATION -  J 58
 GA0580  PID         -  GA0580
 GA0580  STATE/COUNTY-  TN/CARTER
 GA0580  USGS QUAD   -  ELIZABETHTON (1968)
 GA0580
 GA0580                         *CURRENT SURVEY CONTROL
 GA0580  ___________________________________________________________________
 GA0580* NAD 83(1986)-  36 20 49.     (N)    082 13 04.     (W)     SCALED    
 GA0580* NAVD 88     -       471.174  (meters)    1545.84   (feet)  ADJUSTED  
 GA0580  ___________________________________________________________________
 GA0580  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0580  DYNAMIC HT  -         470.725 (meters)    1544.37  (feet)  COMP
 GA0580  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 GA0580
 GA0580  VERT ORDER  -  SECOND    CLASS 0
 GA0580
 GA0580.The horizontal coordinates were scaled from a topographic map and have
 GA0580.an estimated accuracy of +/- 6 seconds.
 GA0580
 GA0580.The orthometric height was determined by differential leveling
 GA0580.and adjusted by the National Geodetic Survey in June 1991..
 GA0580
 GA0580.The geoid height was determined by GEOID03.
 GA0580
 GA0580.The dynamic height is computed by dividing the NAVD 88
 GA0580.geopotential number by the normal gravity value computed on the
 GA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0580.degrees latitude (g = 980.6199 gals.).
 GA0580
 GA0580.The modeled gravity was interpolated from observed gravity values.
 GA0580
 GA0580;                    North         East    Units  Estimated Accuracy
 GA0580;SPC TN       -   229,970.      939,430.      MT  (+/- 180 meters Scaled)
 GA0580
 GA0580                          SUPERSEDED SURVEY CONTROL
 GA0580
 GA0580  NGVD 29 (??/??/92)  471.319  (m)         1546.32   (f) ADJ UNCH    2 0
 GA0580
 GA0580.Superseded values are not recommended for survey control.
 GA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0580.See file dsdata.txt to determine how the superseded data were derived.
 GA0580
 GA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA907231(NAD 83)
 GA0580_MARKER: DB = BENCH MARK DISK
 GA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0580+STABILITY: SURFACE MOTION
 GA0580
 GA0580  HISTORY     - Date     Condition        Report By
 GA0580  HISTORY     - UNK      MONUMENTED       CGS
 GA0580  HISTORY     - 1934     GOOD             NGS
 GA0580  HISTORY     - 1959     MARK NOT FOUND   NGS
 GA0580  HISTORY     - 19970101 GOOD             NGS
 GA0580
 GA0580                          STATION DESCRIPTION
 GA0580
 GA0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0580'AT ELIZABETHTON.
 GA0580'OPPOSITE CENTER OF NORTH SIDE OF ELIZABETHTON HIGH SCHOOL, 2 FEET
 GA0580'NORTH OF STONE FENCE, 6 INCHES SOUTH OF WALK.
 GA0580
 GA0580                          STATION RECOVERY (1959)
 GA0580
 GA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GA0580'MARK NOT FOUND.
 GA0580
 GA0580                          STATION RECOVERY (1997)
 GA0580
 GA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (BES)
 GA0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0760 ***********************************************************************
 GA0760  DESIGNATION -  J 59
 GA0760  PID         -  GA0760
 GA0760  STATE/COUNTY-  TN/WASHINGTON
 GA0760  USGS QUAD   -  TELFORD (1971)
 GA0760
 GA0760                         *CURRENT SURVEY CONTROL
 GA0760  ___________________________________________________________________
 GA0760* NAD 83(1986)-  36 14 30.     (N)    082 35 03.     (W)     SCALED    
 GA0760* NAVD 88     -       464.695  (meters)    1524.59   (feet)  ADJUSTED  
 GA0760  ___________________________________________________________________
 GA0760  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0760  DYNAMIC HT  -         464.252 (meters)    1523.13  (feet)  COMP
 GA0760  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0760
 GA0760  VERT ORDER  -  SECOND    CLASS 0
 GA0760
 GA0760.The horizontal coordinates were scaled from a topographic map and have
 GA0760.an estimated accuracy of +/- 6 seconds.
 GA0760
 GA0760.The orthometric height was determined by differential leveling
 GA0760.and adjusted by the National Geodetic Survey in June 1991..
 GA0760
 GA0760.The geoid height was determined by GEOID03.
 GA0760
 GA0760.The dynamic height is computed by dividing the NAVD 88
 GA0760.geopotential number by the normal gravity value computed on the
 GA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0760.degrees latitude (g = 980.6199 gals.).
 GA0760
 GA0760.The modeled gravity was interpolated from observed gravity values.
 GA0760
 GA0760;                    North         East    Units  Estimated Accuracy
 GA0760;SPC TN       -   217,090.      906,970.      MT  (+/- 180 meters Scaled)
 GA0760
 GA0760                          SUPERSEDED SURVEY CONTROL
 GA0760
 GA0760  NGVD 29 (??/??/92)  464.835  (m)         1525.05   (f) ADJ UNCH    2 0
 GA0760
 GA0760.Superseded values are not recommended for survey control.
 GA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0760.See file dsdata.txt to determine how the superseded data were derived.
 GA0760
 GA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA576119(NAD 83)
 GA0760_MARKER: DB = BENCH MARK DISK
 GA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0760_STAMPING: J 59 1934
 GA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0760+STABILITY: SURFACE MOTION
 GA0760
 GA0760  HISTORY     - Date     Condition        Report By
 GA0760  HISTORY     - 1934     MONUMENTED       CGS
 GA0760  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0760
 GA0760                          STATION DESCRIPTION
 GA0760
 GA0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0760'7.1 MI SW FROM JONESBORO.
 GA0760'7.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0760'AT JONESBORO, WASHINGTON COUNTY, 36 FEET EAST OF THE EAST
 GA0760'SIDE OF THE STATION AT WASHINGTON COLLEGE, AT MILEAGE 40.2,
 GA0760'80 FEET WEST OF A CROSSING, AND 20 FEET NORTH OF THE CENTERLINE
 GA0760'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 59 1934 AND SET
 GA0760'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0804 ***********************************************************************
 GD0804  DESIGNATION -  J 59
 GD0804  PID         -  GD0804
 GD0804  STATE/COUNTY-  TN/OBION
 GD0804  USGS QUAD   -  UNION CITY (1980)
 GD0804
 GD0804                         *CURRENT SURVEY CONTROL
 GD0804  ___________________________________________________________________
 GD0804* NAD 83(1986)-  36 24 30.     (N)    089 03 20.     (W)     SCALED    
 GD0804* NAVD 88     -        96.290  (meters)     315.91   (feet)  ADJUSTED  
 GD0804  ___________________________________________________________________
 GD0804  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0804  DYNAMIC HT  -          96.213 (meters)     315.66  (feet)  COMP
 GD0804  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 GD0804
 GD0804  VERT ORDER  -  SECOND    CLASS 0
 GD0804
 GD0804.The horizontal coordinates were scaled from a topographic map and have
 GD0804.an estimated accuracy of +/- 6 seconds.
 GD0804
 GD0804.The orthometric height was determined by differential leveling
 GD0804.and adjusted by the National Geodetic Survey in June 1991..
 GD0804
 GD0804.The geoid height was determined by GEOID03.
 GD0804
 GD0804.The dynamic height is computed by dividing the NAVD 88
 GD0804.geopotential number by the normal gravity value computed on the
 GD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0804.degrees latitude (g = 980.6199 gals.).
 GD0804
 GD0804.The modeled gravity was interpolated from observed gravity values.
 GD0804
 GD0804;                    North         East    Units  Estimated Accuracy
 GD0804;SPC TN       -   234,500.      325,970.      MT  (+/- 180 meters Scaled)
 GD0804
 GD0804                          SUPERSEDED SURVEY CONTROL
 GD0804
 GD0804  NGVD 29 (??/??/??)   96.289  (m)          315.91   (f) ADJUSTED    2 0
 GD0804
 GD0804.Superseded values are not recommended for survey control.
 GD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0804.See file dsdata.txt to determine how the superseded data were derived.
 GD0804
 GD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF156312(NAD 83)
 GD0804_MARKER: DB = BENCH MARK DISK
 GD0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0804_STAMPING: J 59 1935
 GD0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0804+STABILITY: SURFACE MOTION
 GD0804
 GD0804  HISTORY     - Date     Condition        Report By
 GD0804  HISTORY     - 1935     MONUMENTED       CGS
 GD0804  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0804
 GD0804                          STATION DESCRIPTION
 GD0804
 GD0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0804'1 MI S FROM UNION CITY.
 GD0804'1.0 MILE SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE STATION
 GD0804'AT UNION CITY, OBION COUNTY, 0.4 MILE SOUTH OF MILEPOST 446, AND
 GD0804'A COALING STATION, AT A PRIVATE ROAD-CROSSING, 14 YARDS EAST OF
 GD0804'THE CENTERLINE OF THE TRACK, 8 YARDS SOUTH OF THE CENTERLINE OF
 GD0804'THE ROAD, AND AT THE NORTHWEST CORNER OF THE YARD OF A GROUP OF
 GD0804'FARM BUILDINGS.  A STANDARD DISK, STAMPED J 59 1935 AND SET IN
 GD0804'THE TOP OF A CONCRETE POST.  NOTE-- THE OLD COALING STATION, THE
 GD0804'PRIVATE ROAD CROSSING AND THE FARM BUILDINGS MENTIONED IN THE
 GD0804'DESCRIPTION ARE NOW ALL GONE.  THERE HAVE BEEN NEW SIDINGS FOR
 GD0804'THE RR BUILT ALONG THE E SIDE OF THE MAIN LINE.
 GD0804
 GD0804                          STATION RECOVERY (1967)
 GD0804
 GD0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0144 ***********************************************************************
 FD0144  DESIGNATION -  J 6
 FD0144  PID         -  FD0144
 FD0144  STATE/COUNTY-  TN/BEDFORD
 FD0144  USGS QUAD   -  NORMANDY (1983)
 FD0144
 FD0144                         *CURRENT SURVEY CONTROL
 FD0144  ___________________________________________________________________
 FD0144* NAD 83(1986)-  35 29 12.     (N)    086 18 37.     (W)     SCALED    
 FD0144* NAVD 88     -       256.079  (meters)     840.15   (feet)  ADJUSTED  
 FD0144  ___________________________________________________________________
 FD0144  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD0144  DYNAMIC HT  -         255.841 (meters)     839.37  (feet)  COMP
 FD0144  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FD0144
 FD0144  VERT ORDER  -  FIRST     CLASS II
 FD0144
 FD0144.The horizontal coordinates were scaled from a topographic map and have
 FD0144.an estimated accuracy of +/- 6 seconds.
 FD0144
 FD0144.The orthometric height was determined by differential leveling
 FD0144.and adjusted by the National Geodetic Survey in June 1991..
 FD0144
 FD0144.The geoid height was determined by GEOID03.
 FD0144
 FD0144.The dynamic height is computed by dividing the NAVD 88
 FD0144.geopotential number by the normal gravity value computed on the
 FD0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0144.degrees latitude (g = 980.6199 gals.).
 FD0144
 FD0144.The modeled gravity was interpolated from observed gravity values.
 FD0144
 FD0144;                    North         East    Units  Estimated Accuracy
 FD0144;SPC TN       -   128,010.      571,850.      MT  (+/- 180 meters Scaled)
 FD0144
 FD0144                          SUPERSEDED SURVEY CONTROL
 FD0144
 FD0144  NGVD 29 (??/??/92)  256.073  (m)          840.13   (f) ADJ UNCH    1 2
 FD0144
 FD0144.Superseded values are not recommended for survey control.
 FD0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0144.See file dsdata.txt to determine how the superseded data were derived.
 FD0144
 FD0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE625272(NAD 83)
 FD0144_MARKER: DB = BENCH MARK DISK
 FD0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0144_SP_SET: LEDGE
 FD0144_STAMPING: 840.487 J 6 1930
 FD0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0144
 FD0144  HISTORY     - Date     Condition        Report By
 FD0144  HISTORY     - 1930     MONUMENTED       CGS
 FD0144  HISTORY     - 1936     GOOD             NGS
 FD0144
 FD0144                          STATION DESCRIPTION
 FD0144
 FD0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FD0144'AT HALEY.
 FD0144'AT HALEY, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FD0144'ST. LOUIS RAILWAY, 15 RAILS SOUTH OF THE STATION, 5-3/4 RAILS
 FD0144'SOUTH OF MILEPOST N 58-C 93, IN A FLAT LEDGE BETWEEN THE TRACK
 FD0144'AND A ROAD, AND 32 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 FD0144'A STANDARD DISK, STAMPED 840.487 J 6 1930.  NOTE-- 5 FEET SOUTH
 FD0144'OF A STEEL WITNESS POST, 53 FEET SOUTHWEST OF A T. POLE, 25
 FD0144'FEET WEST OF CENTERLINE OF ROAD AND 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0948 ***********************************************************************
 FE0948  DESIGNATION -  J 61
 FE0948  PID         -  FE0948
 FE0948  STATE/COUNTY-  TN/LAUDERDALE
 FE0948  USGS QUAD   -  GATES (1983)
 FE0948
 FE0948                         *CURRENT SURVEY CONTROL
 FE0948  ___________________________________________________________________
 FE0948* NAD 83(1986)-  35 47 16.     (N)    089 29 05.     (W)     SCALED    
 FE0948* NAVD 88     -       115.338  (meters)     378.40   (feet)  ADJUSTED  
 FE0948  ___________________________________________________________________
 FE0948  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0948  DYNAMIC HT  -         115.239 (meters)     378.08  (feet)  COMP
 FE0948  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 FE0948
 FE0948  VERT ORDER  -  FIRST     CLASS I
 FE0948
 FE0948.The horizontal coordinates were scaled from a topographic map and have
 FE0948.an estimated accuracy of +/- 6 seconds.
 FE0948
 FE0948.The orthometric height was determined by differential leveling
 FE0948.and adjusted by the National Geodetic Survey in June 1991..
 FE0948
 FE0948.The geoid height was determined by GEOID03.
 FE0948
 FE0948.The dynamic height is computed by dividing the NAVD 88
 FE0948.geopotential number by the normal gravity value computed on the
 FE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0948.degrees latitude (g = 980.6199 gals.).
 FE0948
 FE0948.The modeled gravity was interpolated from observed gravity values.
 FE0948
 FE0948;                    North         East    Units  Estimated Accuracy
 FE0948;SPC TN       -   166,980.      285,050.      MT  (+/- 180 meters Scaled)
 FE0948
 FE0948                          SUPERSEDED SURVEY CONTROL
 FE0948
 FE0948  NGVD 29 (??/??/??)  115.293  (m)          378.26   (f) ADJUSTED    1 1
 FE0948
 FE0948.Superseded values are not recommended for survey control.
 FE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0948.See file dsdata.txt to determine how the superseded data were derived.
 FE0948
 FE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE754632(NAD 83)
 FE0948_MARKER: DB = BENCH MARK DISK
 FE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0948_STAMPING: J 61 1935
 FE0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0948+STABILITY: SURFACE MOTION
 FE0948
 FE0948  HISTORY     - Date     Condition        Report By
 FE0948  HISTORY     - 1935     MONUMENTED       CGS
 FE0948  HISTORY     - 1974     GOOD             NGS
 FE0948  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0948
 FE0948                          STATION DESCRIPTION
 FE0948
 FE0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0948'4 MI NE FROM RIPLEY.
 FE0948'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE0948'AT RIPLEY, THENCE 3.8 MILES NORTHEAST ALONG OLD U.S. HIGHWAY
 FE0948'51, 16 RAILS EAST OF THE RAILROAD MILEPOST 334, 48 FEET NORTHWEST
 FE0948'OF THE CENTER OF THE CROSSING OF ILLINOIS CENTRAL RAILROAD AND
 FE0948'BLUE BIRD HILL ROAD (PAVED), 60 FEET SOUTH OF THE CENTER LINE
 FE0948'OF OLD U.S. HIGHWAY 51, 27.8 FEET NORTH OF THE NORTH RAIL OF
 FE0948'MAIN TRACK, 29 1/2 FEET WEST OF THE CENTER LINE OF PAVED ROAD,
 FE0948'18 FEET SOUTH OF A TELEPHONE POLE AND POWER POLE COMBINED, 2
 FE0948'FEET EAST OF THE BASE OF A GUY WIRE, 3 FEET ABOVE HIGHWAY AND IN
 FE0948'THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
 FE0948
 FE0948                          STATION RECOVERY (2002)
 FE0948
 FE0948'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0948'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0787 ***********************************************************************
 FE0787  DESIGNATION -  J 62
 FE0787  PID         -  FE0787
 FE0787  STATE/COUNTY-  TN/GIBSON
 FE0787  USGS QUAD   -  ATWOOD (1983)
 FE0787
 FE0787                         *CURRENT SURVEY CONTROL
 FE0787  ___________________________________________________________________
 FE0787* NAD 83(1986)-  35 57 40.     (N)    088 41 56.     (W)     SCALED    
 FE0787* NAVD 88     -       127.185  (meters)     417.27   (feet)  ADJUSTED  
 FE0787  ___________________________________________________________________
 FE0787  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0787  DYNAMIC HT  -         127.076 (meters)     416.92  (feet)  COMP
 FE0787  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0787
 FE0787  VERT ORDER  -  SECOND    CLASS 0
 FE0787
 FE0787.The horizontal coordinates were scaled from a topographic map and have
 FE0787.an estimated accuracy of +/- 6 seconds.
 FE0787
 FE0787.The orthometric height was determined by differential leveling
 FE0787.and adjusted by the National Geodetic Survey in June 1991..
 FE0787
 FE0787.The geoid height was determined by GEOID03.
 FE0787
 FE0787.The dynamic height is computed by dividing the NAVD 88
 FE0787.geopotential number by the normal gravity value computed on the
 FE0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0787.degrees latitude (g = 980.6199 gals.).
 FE0787
 FE0787.The modeled gravity was interpolated from observed gravity values.
 FE0787
 FE0787;                    North         East    Units  Estimated Accuracy
 FE0787;SPC TN       -   183,960.      356,580.      MT  (+/- 180 meters Scaled)
 FE0787
 FE0787                          SUPERSEDED SURVEY CONTROL
 FE0787
 FE0787  NGVD 29 (??/??/??)  127.238  (m)          417.45   (f) ADJUSTED    2 0
 FE0787
 FE0787.Superseded values are not recommended for survey control.
 FE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0787.See file dsdata.txt to determine how the superseded data were derived.
 FE0787
 FE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE468809(NAD 83)
 FE0787_MARKER: DB = BENCH MARK DISK
 FE0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0787_STAMPING: J 62 1935
 FE0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0787+STABILITY: SURFACE MOTION
 FE0787
 FE0787  HISTORY     - Date     Condition        Report By
 FE0787  HISTORY     - 1935     MONUMENTED       CGS
 FE0787  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0787
 FE0787                          STATION DESCRIPTION
 FE0787
 FE0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0787'1.3 MI SW FROM ATWOOD.
 FE0787'1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0787'FROM THE STATION AT ATWOOD, CARROLL COUNTY, AT MILEAGE 279.85,
 FE0787'40 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 48 FEET
 FE0787'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHWEST
 FE0787'OF AND 1-1/2 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER.  A
 FE0787'STANDARD DISK, STAMPED J 62 1935 AND SET IN THE TOP OF A CONCRETE
 FE0787'POST.
 FE0787
 FE0787                          STATION RECOVERY (2002)
 FE0787
 FE0787'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0870 ***********************************************************************
 FE0870  DESIGNATION -  J 63
 FE0870  PID         -  FE0870
 FE0870  STATE/COUNTY-  TN/HAYWOOD
 FE0870  USGS QUAD   -  JONES (1981)
 FE0870
 FE0870                         *CURRENT SURVEY CONTROL
 FE0870  ___________________________________________________________________
 FE0870* NAD 83(1986)-  35 38 22.     (N)    089 11 12.     (W)     SCALED    
 FE0870* NAVD 88     -       111.285  (meters)     365.11   (feet)  ADJUSTED  
 FE0870  ___________________________________________________________________
 FE0870  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0870  DYNAMIC HT  -         111.187 (meters)     364.79  (feet)  COMP
 FE0870  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE0870
 FE0870  VERT ORDER  -  SECOND    CLASS 0
 FE0870
 FE0870.The horizontal coordinates were scaled from a topographic map and have
 FE0870.an estimated accuracy of +/- 6 seconds.
 FE0870
 FE0870.The orthometric height was determined by differential leveling
 FE0870.and adjusted by the National Geodetic Survey in June 1991..
 FE0870
 FE0870.The geoid height was determined by GEOID03.
 FE0870
 FE0870.The dynamic height is computed by dividing the NAVD 88
 FE0870.geopotential number by the normal gravity value computed on the
 FE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0870.degrees latitude (g = 980.6199 gals.).
 FE0870
 FE0870.The modeled gravity was interpolated from observed gravity values.
 FE0870
 FE0870;                    North         East    Units  Estimated Accuracy
 FE0870;SPC TN       -   149,610.      311,440.      MT  (+/- 180 meters Scaled)
 FE0870
 FE0870                          SUPERSEDED SURVEY CONTROL
 FE0870
 FE0870  NGVD 29 (??/??/??)  111.305  (m)          365.17   (f) ADJUSTED    2 0
 FE0870
 FE0870.Superseded values are not recommended for survey control.
 FE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0870.See file dsdata.txt to determine how the superseded data were derived.
 FE0870
 FE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE020461(NAD 83)
 FE0870_MARKER: DB = BENCH MARK DISK
 FE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0870_STAMPING: J 63 1935
 FE0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0870+STABILITY: SURFACE MOTION
 FE0870
 FE0870  HISTORY     - Date     Condition        Report By
 FE0870  HISTORY     - 1935     MONUMENTED       CGS
 FE0870  HISTORY     - 1949     GOOD             CGS
 FE0870  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0870
 FE0870                          STATION DESCRIPTION
 FE0870
 FE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0870'5.4 MI NE FROM BROWNSVILLE.
 FE0870'5.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0870'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, 2-1/2 RAILS
 FE0870'EAST OF THE STATION SIGN AT ALLENS, AT MILEAGE 315.15, AT A ROAD
 FE0870'CROSSING, 5 RAILS EAST OF THE ROAD, 60 FEET SOUTH OF THE
 FE0870'CENTERLINE OF THE TRACK, AND BEHIND A POLE.  A STANDARD DISK,
 FE0870'STAMPED J 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0870'NOTE-- 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE IN TALL
 FE0870'WEEDS.
 FE0870
 FE0870                          STATION RECOVERY (2002)
 FE0870
 FE0870'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1064 ***********************************************************************
 FE1064  DESIGNATION -  J 64
 FE1064  PID         -  FE1064
 FE1064  STATE/COUNTY-  TN/HARDEMAN
 FE1064  USGS QUAD   -  MIDDLEBURG (1980)
 FE1064
 FE1064                         *CURRENT SURVEY CONTROL
 FE1064  ___________________________________________________________________
 FE1064* NAD 83(1986)-  35 10 26.     (N)    089 06 29.     (W)     SCALED    
 FE1064* NAVD 88     -       179.939  (meters)     590.35   (feet)  ADJUSTED  
 FE1064  ___________________________________________________________________
 FE1064  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE1064  DYNAMIC HT  -         179.771 (meters)     589.80  (feet)  COMP
 FE1064  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FE1064
 FE1064  VERT ORDER  -  SECOND    CLASS 0
 FE1064
 FE1064.The horizontal coordinates were scaled from a topographic map and have
 FE1064.an estimated accuracy of +/- 6 seconds.
 FE1064
 FE1064.The orthometric height was determined by differential leveling
 FE1064.and adjusted by the National Geodetic Survey in June 1991..
 FE1064
 FE1064.The geoid height was determined by GEOID03.
 FE1064
 FE1064.The dynamic height is computed by dividing the NAVD 88
 FE1064.geopotential number by the normal gravity value computed on the
 FE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1064.degrees latitude (g = 980.6199 gals.).
 FE1064
 FE1064.The modeled gravity was interpolated from observed gravity values.
 FE1064
 FE1064;                    North         East    Units  Estimated Accuracy
 FE1064;SPC TN       -    97,760.      316,920.      MT  (+/- 180 meters Scaled)
 FE1064
 FE1064                          SUPERSEDED SURVEY CONTROL
 FE1064
 FE1064  NGVD 29 (??/??/??)  179.909  (m)          590.25   (f) ADJUSTED    2 0
 FE1064
 FE1064.Superseded values are not recommended for survey control.
 FE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1064.See file dsdata.txt to determine how the superseded data were derived.
 FE1064
 FE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD080943(NAD 83)
 FE1064_MARKER: DB = BENCH MARK DISK
 FE1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1064_STAMPING: J 64 1935
 FE1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1064+STABILITY: SURFACE MOTION
 FE1064
 FE1064  HISTORY     - Date     Condition        Report By
 FE1064  HISTORY     - 1935     MONUMENTED       CGS
 FE1064  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1064
 FE1064                          STATION DESCRIPTION
 FE1064
 FE1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1064'1.8 MI N FROM HICKORY VALLEY.
 FE1064'1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1064'STATION AT HICKORY VALLEY, 0.1 MILE NORTH OF MILEPOST 404, AT A
 FE1064'FARM-ROAD CROSSING 45 FEET EAST OF THE TRACK, AND 10 FEET
 FE1064'SOUTH OF THE ROAD.  A STANDARD DISK STAMPED J 64 1935 AND SET
 FE1064'IN THE TOP OF A CONCRETE POST.
 FE1064
 FE1064                          STATION RECOVERY (2002)
 FE1064
 FE1064'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1064'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0952 ***********************************************************************
 FE0952  DESIGNATION -  J 65
 FE0952  PID         -  FE0952
 FE0952  STATE/COUNTY-  TN/CROCKETT
 FE0952  USGS QUAD   -  BELLS (1981)
 FE0952
 FE0952                         *CURRENT SURVEY CONTROL
 FE0952  ___________________________________________________________________
 FE0952* NAD 83(1986)-  35 42 22.     (N)    089 04 34.     (W)     SCALED    
 FE0952* NAVD 88     -       101.930  (meters)     334.42   (feet)  ADJUSTED  
 FE0952  ___________________________________________________________________
 FE0952  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0952  DYNAMIC HT  -         101.841 (meters)     334.12  (feet)  COMP
 FE0952  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FE0952
 FE0952  VERT ORDER  -  SECOND    CLASS 0
 FE0952
 FE0952.The horizontal coordinates were scaled from a topographic map and have
 FE0952.an estimated accuracy of +/- 6 seconds.
 FE0952
 FE0952.The orthometric height was determined by differential leveling
 FE0952.and adjusted by the National Geodetic Survey in June 1991..
 FE0952
 FE0952.The geoid height was determined by GEOID03.
 FE0952
 FE0952.The dynamic height is computed by dividing the NAVD 88
 FE0952.geopotential number by the normal gravity value computed on the
 FE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0952.degrees latitude (g = 980.6199 gals.).
 FE0952
 FE0952.The modeled gravity was interpolated from observed gravity values.
 FE0952
 FE0952;                    North         East    Units  Estimated Accuracy
 FE0952;SPC TN       -   156,680.      321,680.      MT  (+/- 180 meters Scaled)
 FE0952
 FE0952                          SUPERSEDED SURVEY CONTROL
 FE0952
 FE0952  NGVD 29 (??/??/??)  101.965  (m)          334.53   (f) ADJUSTED    2 0
 FE0952
 FE0952.Superseded values are not recommended for survey control.
 FE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0952.See file dsdata.txt to determine how the superseded data were derived.
 FE0952
 FE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE121533(NAD 83)
 FE0952_MARKER: DB = BENCH MARK DISK
 FE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0952_STAMPING: J 65 1935
 FE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0952+STABILITY: SURFACE MOTION
 FE0952
 FE0952  HISTORY     - Date     Condition        Report By
 FE0952  HISTORY     - 1935     MONUMENTED       CGS
 FE0952  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0952
 FE0952                          STATION DESCRIPTION
 FE0952
 FE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0952'0.5 MI E FROM BELLS.
 FE0952'0.5 MILE EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 FE0952'STATION AT BELLS, CROCKETT COUNTY, AT A ROAD CROSSING, 24 FEET
 FE0952'EAST OF THE CENTERLINE OF THE ROAD, 21 FEET NORTH OF THE
 FE0952'CENTERLINE OF THE TRACK, AND AT THE FENCE.  A STANDARD DISK,
 FE0952'STAMPED J 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1175 ***********************************************************************
 FE1175  DESIGNATION -  J 67
 FE1175  PID         -  FE1175
 FE1175  STATE/COUNTY-  TN/FAYETTE
 FE1175  USGS QUAD   -  GALLAWAY (1981)
 FE1175
 FE1175                         *CURRENT SURVEY CONTROL
 FE1175  ___________________________________________________________________
 FE1175* NAD 83(1986)-  35 19 33.     (N)    089 36 56.     (W)     SCALED    
 FE1175* NAVD 88     -        86.966  (meters)     285.32   (feet)  ADJUSTED  
 FE1175  ___________________________________________________________________
 FE1175  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1175  DYNAMIC HT  -          86.889 (meters)     285.07  (feet)  COMP
 FE1175  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FE1175
 FE1175  VERT ORDER  -  SECOND    CLASS 0
 FE1175
 FE1175.The horizontal coordinates were scaled from a topographic map and have
 FE1175.an estimated accuracy of +/- 6 seconds.
 FE1175
 FE1175.The orthometric height was determined by differential leveling
 FE1175.and adjusted by the National Geodetic Survey in June 1991..
 FE1175
 FE1175.The geoid height was determined by GEOID03.
 FE1175
 FE1175.The dynamic height is computed by dividing the NAVD 88
 FE1175.geopotential number by the normal gravity value computed on the
 FE1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1175.degrees latitude (g = 980.6199 gals.).
 FE1175
 FE1175.The modeled gravity was interpolated from observed gravity values.
 FE1175
 FE1175;                    North         East    Units  Estimated Accuracy
 FE1175;SPC TN       -   116,190.      271,340.      MT  (+/- 180 meters Scaled)
 FE1175
 FE1175                          SUPERSEDED SURVEY CONTROL
 FE1175
 FE1175  NGVD 29 (??/??/??)   86.955  (m)          285.28   (f) ADJUSTED    2 0
 FE1175
 FE1175.Superseded values are not recommended for survey control.
 FE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1175.See file dsdata.txt to determine how the superseded data were derived.
 FE1175
 FE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE622123(NAD 83)
 FE1175_MARKER: DB = BENCH MARK DISK
 FE1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1175_STAMPING: J 67 1935
 FE1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1175+STABILITY: SURFACE MOTION
 FE1175
 FE1175  HISTORY     - Date     Condition        Report By
 FE1175  HISTORY     - 1935     MONUMENTED       CGS
 FE1175  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1175
 FE1175                          STATION DESCRIPTION
 FE1175
 FE1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1175'AT GALLAWAY.
 FE1175'AT GALLAWAY, FAYETTE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1175'RAILROAD, 6 RAILS NORTH OF THE STATION, 50 FEET EAST OF THE STREET
 FE1175'IN FRONT OF THE STORES, AND 32 FEET WEST OF THE CENTERLINE OF
 FE1175'THE TRACK.  A STANDARD DISK, STAMPED J 67 1935 AND SET IN THE
 FE1175'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE1175
 FE1175                          STATION RECOVERY (1963)
 FE1175
 FE1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0347 ***********************************************************************
 FF0347  DESIGNATION -  J 68
 FF0347  PID         -  FF0347
 FF0347  STATE/COUNTY-  TN/SHELBY
 FF0347  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0347
 FF0347                         *CURRENT SURVEY CONTROL
 FF0347  ___________________________________________________________________
 FF0347* NAD 83(1986)-  35 09 04.     (N)    090 03 01.     (W)     SCALED    
 FF0347* NAVD 88     -        81.207  (meters)     266.43   (feet)  ADJUSTED  
 FF0347  ___________________________________________________________________
 FF0347  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0347  DYNAMIC HT  -          81.133 (meters)     266.18  (feet)  COMP
 FF0347  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FF0347
 FF0347  VERT ORDER  -  FIRST     CLASS II
 FF0347
 FF0347.The horizontal coordinates were scaled from a topographic map and have
 FF0347.an estimated accuracy of +/- 6 seconds.
 FF0347
 FF0347.The orthometric height was determined by differential leveling
 FF0347.and adjusted by the National Geodetic Survey in June 1991..
 FF0347
 FF0347.The geoid height was determined by GEOID03.
 FF0347
 FF0347.The dynamic height is computed by dividing the NAVD 88
 FF0347.geopotential number by the normal gravity value computed on the
 FF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0347.degrees latitude (g = 980.6199 gals.).
 FF0347
 FF0347.The modeled gravity was interpolated from observed gravity values.
 FF0347
 FF0347;                    North         East    Units  Estimated Accuracy
 FF0347;SPC TN       -    98,370.      231,040.      MT  (+/- 180 meters Scaled)
 FF0347
 FF0347                          SUPERSEDED SURVEY CONTROL
 FF0347
 FF0347  NGVD 29 (??/??/??)   81.168  (m)          266.30   (f) ADJUSTED    1 2
 FF0347
 FF0347.Superseded values are not recommended for survey control.
 FF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0347.See file dsdata.txt to determine how the superseded data were derived.
 FF0347
 FF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU687937(NAD 83)
 FF0347_MARKER: DB = BENCH MARK DISK
 FF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0347_STAMPING: J 68 1935
 FF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0347+STABILITY: SURFACE MOTION
 FF0347
 FF0347  HISTORY     - Date     Condition        Report By
 FF0347  HISTORY     - 1935     MONUMENTED       CGS
 FF0347  HISTORY     - 1957     GOOD             CGS
 FF0347  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0347
 FF0347                          STATION DESCRIPTION
 FF0347
 FF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0347'AT MEMPHIS.
 FF0347'AT MEMPHIS, NEAR THE INTERSECTION OF MAIN STREET AND EXCHANGE
 FF0347'AVENUE, 89 FEET SOUTH OF THE SOUTH CURB OF EXCHANGE AVENUE, 19
 FF0347'FEET WEST OF THE WEST CURB OF MAIN STREET, 41 FEET NORTH OF THE
 FF0347'NORTH END OF THE CONCRETE STEP AT THE MAIN (EAST) ENTRANCE TO THE
 FF0347'ELLIS AUDITORIUM, 3 1/2 FEET WEST OF THE WEST EDGE OF A CONCRETE
 FF0347'SIDEWALK, 0.7 FOOT ABOVE THE SIDEWALK AND SET IN THE TOP OF A
 FF0347'CONCRETE POST FLUSH WITH THE GROUND.
 FF0347'NOTE--COMPLETE NORTH SIDE OF AUDITORIUM REMODELED PLUS NEW
 FF0347'EAST ENTRANCE AND SIDEWALK, MOST LIKELY DESTROYED.
 FF0347
 FF0347                          STATION RECOVERY (1974)
 FF0347
 FF0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1741 ***********************************************************************
 FE1741  DESIGNATION -  J 69
 FE1741  PID         -  FE1741
 FE1741  STATE/COUNTY-  TN/TIPTON
 FE1741  USGS QUAD   -  COVINGTON (1983)
 FE1741
 FE1741                         *CURRENT SURVEY CONTROL
 FE1741  ___________________________________________________________________
 FE1741* NAD 83(1986)-  35 32 50.     (N)    089 38 56.     (W)     SCALED    
 FE1741* NAVD 88     -        99.699  (meters)     327.10   (feet)  ADJUSTED  
 FE1741  ___________________________________________________________________
 FE1741  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1741  DYNAMIC HT  -          99.614 (meters)     326.82  (feet)  COMP
 FE1741  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 FE1741
 FE1741  VERT ORDER  -  SECOND    CLASS 0
 FE1741
 FE1741.The horizontal coordinates were scaled from a topographic map and have
 FE1741.an estimated accuracy of +/- 6 seconds.
 FE1741
 FE1741.The orthometric height was determined by differential leveling
 FE1741.and adjusted by the National Geodetic Survey in June 1991..
 FE1741
 FE1741.The geoid height was determined by GEOID03.
 FE1741
 FE1741.The dynamic height is computed by dividing the NAVD 88
 FE1741.geopotential number by the normal gravity value computed on the
 FE1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1741.degrees latitude (g = 980.6199 gals.).
 FE1741
 FE1741.The modeled gravity was interpolated from observed gravity values.
 FE1741
 FE1741;                    North         East    Units  Estimated Accuracy
 FE1741;SPC TN       -   140,850.      269,220.      MT  (+/- 180 meters Scaled)
 FE1741
 FE1741                          SUPERSEDED SURVEY CONTROL
 FE1741
 FE1741  NGVD 29 (??/??/??)   99.680  (m)          327.03   (f) ADJUSTED    2 0
 FE1741
 FE1741.Superseded values are not recommended for survey control.
 FE1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1741.See file dsdata.txt to determine how the superseded data were derived.
 FE1741
 FE1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598369(NAD 83)
 FE1741_MARKER: DB = BENCH MARK DISK
 FE1741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1741_SP_SET: UNDERPASS
 FE1741_STAMPING: J 69 1935
 FE1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1741+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1741
 FE1741  HISTORY     - Date     Condition        Report By
 FE1741  HISTORY     - 1935     MONUMENTED       CGS
 FE1741  HISTORY     - 1957     GOOD             CGS
 FE1741  HISTORY     - 20020529 GOOD             USACE
 FE1741
 FE1741                          STATION DESCRIPTION
 FE1741
 FE1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1741'1.2 MI SW FROM COVINGTON.
 FE1741'1.25 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1741'THE STATION AT COVINGTON, ABOUT 0.5 MILE SOUTH OF MILEPOST NO.
 FE1741'353, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 FE1741'THE SOUTH COLLEGE STREET UNDERPASS UNDER THE TRACKS, 7 FEET
 FE1741'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHWEST OF THE NORTHEAST
 FE1741'END OF THE HEADWALL AND ABOUT 4 FEET LOWER THAN THE TRACK.
 FE1741
 FE1741                          STATION RECOVERY (2002)
 FE1741
 FE1741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1741'MONUMENT HAS BEEN COVERED BY PLUS OR MINUS 60 PERCENT ON NORTH PART OF
 FE1741'DISK DUE TO CONSTRUCTION OF CONCRETE TRACK RETAINING WALLS BUILT ON
 FE1741'TOP OF HEADWALLS. MONUMENT IS USABLE FOR LOWER ORDER ELEVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5298 ***********************************************************************
 DG5298  DESIGNATION -  J 69X
 DG5298  PID         -  DG5298
 DG5298  STATE/COUNTY-  TN/TIPTON
 DG5298  USGS QUAD   -  COVINGTON (1983)
 DG5298
 DG5298                         *CURRENT SURVEY CONTROL
 DG5298  ___________________________________________________________________
 DG5298* NAD 83(1995)-  35 32 52.90897(N)    089 38 54.75096(W)     ADJUSTED  
 DG5298* NAVD 88     -        99.81   (meters)     327.5    (feet)  LEVELING  
 DG5298  ___________________________________________________________________
 DG5298  X           -      31,868.745 (meters)                     COMP
 DG5298  Y           -  -5,195,276.126 (meters)                     COMP
 DG5298  Z           -   3,687,547.256 (meters)                     COMP
 DG5298  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DG5298  ELLIP HEIGHT-          72.55  (meters)          (04/05/04) GPS OBS
 DG5298  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DG5298
 DG5298  HORZ ORDER  -  FIRST
 DG5298  VERT ORDER  -  THIRD ?
 DG5298  ELLP ORDER  -  FOURTH    CLASS I
 DG5298
 DG5298.The horizontal coordinates were established by GPS observations
 DG5298.and adjusted by the National Geodetic Survey in April 2004..
 DG5298
 DG5298.The orthometric height was determined by differential leveling.
 DG5298.The vertical network tie was performed by a horz. field party for horz.
 DG5298.obs reductions. Reset procedures were used to establish the elevation.
 DG5298
 DG5298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5298
 DG5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5298
 DG5298.The ellipsoidal height was determined by GPS observations
 DG5298.and is referenced to NAD 83.
 DG5298
 DG5298.The geoid height was determined by GEOID03.
 DG5298
 DG5298;                    North         East     Units Scale Factor Converg.
 DG5298;SPC TN       -   140,935.465   269,256.780   MT  0.99996079   -2 08 09.6
 DG5298;SPC TN       -   462,385.77    883,386.62   sFT  0.99996079   -2 08 09.6
 DG5298;UTM  16      - 3,937,047.839   259,910.662   MT  1.00031040   -1 32 26.0
 DG5298
 DG5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5298!SPC TN       -   0.99998861  x   0.99996079  =   0.99994940
 DG5298!UTM  16      -   0.99998861  x   1.00031040  =   1.00029901
 DG5298
 DG5298                          SUPERSEDED SURVEY CONTROL
 DG5298
 DG5298.No superseded survey control is available for this station.
 DG5298
 DG5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5991137048(NAD 83)
 DG5298_MARKER: F = FLANGE-ENCASED ROD
 DG5298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5298+WITH SETTING: INFORMATION.
 DG5298_STAMPING: J69X 2002
 DG5298_MARK LOGO: USACE 
 DG5298_PROJECTION: RECESSED 10 CENTIMETERS
 DG5298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5298+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DG5298_ROD/PIPE-DEPTH: 2.1  meters
 DG5298
 DG5298  HISTORY     - Date     Condition        Report By
 DG5298  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5298  HISTORY     - 20030707 GOOD             EMCINC
 DG5298
 DG5298                          STATION DESCRIPTION
 DG5298
 DG5298'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5298'THE MARK IS LOCATED IN COVINGTON, TN.
 DG5298' 
 DG5298'TO REACH THE MARK FROM THE INTERSECTION OF S.R 384 (SOUTH MAIN ST.)
 DG5298'AND MILL ROAD, PROCEED SOUTHWEST ON MILL RD. FOR 0.81 KM (0.5MI) TO A
 DG5298'RAILROAD OVERPASS AND THE INTERSECTION WITH SOUTH COLLEGE ST., THENCE
 DG5298'NORTHEAST ALONG THE SOUTH SIDE OF THE ILL. CENTRAL RAILROAD FOR 80.0 M
 DG5298'(263 FT.) TO THE MARK ON THE RIGHT, ON THE SOUTH SIDE OF THE RAILROAD.
 DG5298'THE MARK IS 3.7 M (12.2 FT.) SOUTHEAST OF THE SOUTH RAIL OF THE
 DG5298'RAILROAD TRACK, 3.0 M (9.8 FT.) NORTHWEST OF A CARSONITE WITNESS POST
 DG5298'SET IN A CHAINLINK FENCE, AND 71.2 M (233.6 FT.) NORTHEAST OF
 DG5298'BENCHMARK J69 (1935).
 DG5298' 
 DG5298'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5298'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5298' 
 DG5298'THE MARK IS STAMPED ... J69X 2002
 DG5298' 
 DG5298'
 DG5298
 DG5298                          STATION RECOVERY (2003)
 DG5298
 DG5298'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5298'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1457 ***********************************************************************
 FC1457  DESIGNATION -  J 7
 FC1457  PID         -  FC1457
 FC1457  STATE/COUNTY-  TN/WARREN
 FC1457  USGS QUAD   -  MORRISON (1983)
 FC1457
 FC1457                         *CURRENT SURVEY CONTROL
 FC1457  ___________________________________________________________________
 FC1457* NAD 83(1986)-  35 36 10.     (N)    085 55 16.     (W)     SCALED    
 FC1457* NAVD 88     -       326.438  (meters)    1070.99   (feet)  ADJUSTED  
 FC1457  ___________________________________________________________________
 FC1457  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1457  DYNAMIC HT  -         326.132 (meters)    1069.98  (feet)  COMP
 FC1457  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC1457
 FC1457  VERT ORDER  -  SECOND    CLASS 0
 FC1457
 FC1457.The horizontal coordinates were scaled from a topographic map and have
 FC1457.an estimated accuracy of +/- 6 seconds.
 FC1457
 FC1457.The orthometric height was determined by differential leveling
 FC1457.and adjusted by the National Geodetic Survey in June 1991..
 FC1457
 FC1457.The geoid height was determined by GEOID03.
 FC1457
 FC1457.The dynamic height is computed by dividing the NAVD 88
 FC1457.geopotential number by the normal gravity value computed on the
 FC1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1457.degrees latitude (g = 980.6199 gals.).
 FC1457
 FC1457.The modeled gravity was interpolated from observed gravity values.
 FC1457
 FC1457;                    North         East    Units  Estimated Accuracy
 FC1457;SPC TN       -   140,850.      607,150.      MT  (+/- 180 meters Scaled)
 FC1457
 FC1457                          SUPERSEDED SURVEY CONTROL
 FC1457
 FC1457  NGVD 29 (??/??/92)  326.449  (m)         1071.02   (f) ADJ UNCH    2 0
 FC1457
 FC1457.Superseded values are not recommended for survey control.
 FC1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1457.See file dsdata.txt to determine how the superseded data were derived.
 FC1457
 FC1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE977404(NAD 83)
 FC1457_MARKER: DB = BENCH MARK DISK
 FC1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1457_SP_SET: CULVERT
 FC1457_STAMPING: 1071.297 J 7 1930
 FC1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1457
 FC1457  HISTORY     - Date     Condition        Report By
 FC1457  HISTORY     - 1930     MONUMENTED       CGS
 FC1457  HISTORY     - 1943     GOOD             NGS
 FC1457
 FC1457                          STATION DESCRIPTION
 FC1457
 FC1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1457'AT MORRISON.
 FC1457'AT MORRISON, WARREN COUNTY, 13 RAILS SOUTHWEST OF THE NASHVILLE,
 FC1457'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, IN THE SOUTHEAST
 FC1457'HEADWALL OF A CONCRETE CULVERT, 14 INCHES EAST OF THE WEST END,
 FC1457'12 INCHES NORTH OF THE SOUTH FACE, 12 FEET SOUTHWEST OF THE
 FC1457'SOUTHWEST RAIL, AND 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 FC1457'STAMPED 1071.297 J 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1045 ***********************************************************************
 FE1045  DESIGNATION -  J 72
 FE1045  PID         -  FE1045
 FE1045  STATE/COUNTY-  TN/HARDEMAN
 FE1045  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1045
 FE1045                         *CURRENT SURVEY CONTROL
 FE1045  ___________________________________________________________________
 FE1045* NAD 83(1986)-  35 17 13.     (N)    089 06 00.     (W)     SCALED    
 FE1045* NAVD 88     -       161.910  (meters)     531.20   (feet)  ADJUSTED  
 FE1045  ___________________________________________________________________
 FE1045  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE1045  DYNAMIC HT  -         161.761 (meters)     530.71  (feet)  COMP
 FE1045  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FE1045
 FE1045  VERT ORDER  -  SECOND    CLASS 0
 FE1045
 FE1045.The horizontal coordinates were scaled from a topographic map and have
 FE1045.an estimated accuracy of +/- 6 seconds.
 FE1045
 FE1045.The orthometric height was determined by differential leveling
 FE1045.and adjusted by the National Geodetic Survey in June 1991..
 FE1045
 FE1045.The geoid height was determined by GEOID03.
 FE1045
 FE1045.The dynamic height is computed by dividing the NAVD 88
 FE1045.geopotential number by the normal gravity value computed on the
 FE1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1045.degrees latitude (g = 980.6199 gals.).
 FE1045
 FE1045.The modeled gravity was interpolated from observed gravity values.
 FE1045
 FE1045;                    North         East    Units  Estimated Accuracy
 FE1045;SPC TN       -   110,270.      318,050.      MT  (+/- 180 meters Scaled)
 FE1045
 FE1045                          SUPERSEDED SURVEY CONTROL
 FE1045
 FE1045  NGVD 29 (??/??/??)  161.893  (m)          531.14   (f) ADJUSTED    2 0
 FE1045
 FE1045.Superseded values are not recommended for survey control.
 FE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1045.See file dsdata.txt to determine how the superseded data were derived.
 FE1045
 FE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE090068(NAD 83)
 FE1045_MARKER: DB = BENCH MARK DISK
 FE1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1045_STAMPING: J 72 1935
 FE1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1045+STABILITY: SURFACE MOTION
 FE1045
 FE1045  HISTORY     - Date     Condition        Report By
 FE1045  HISTORY     - 1935     MONUMENTED       CGS
 FE1045  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1045
 FE1045                          STATION DESCRIPTION
 FE1045
 FE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1045'6.7 MI W FROM BOLIVAR.
 FE1045'6.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1045'PLANT AT BOLIVAR, HARDEMAN COUNTY, 80 FEET NORTH OF A FARMHOUSE,
 FE1045'AT THE J.R. SMITH PROPERTY IN 1935, AND 30 FEET SOUTH OF THE
 FE1045'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 72 1935
 FE1045'AND SET IN THE TOP OF A CONCRETE POST.
 FE1045
 FE1045                          STATION RECOVERY (2002)
 FE1045
 FE1045'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1045'MARK IS ALONG OLD HWY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1019 ***********************************************************************
 FE1019  DESIGNATION -  J 73
 FE1019  PID         -  FE1019
 FE1019  STATE/COUNTY-  TN/FAYETTE
 FE1019  USGS QUAD   -  LAMBERT (1983)
 FE1019
 FE1019                         *CURRENT SURVEY CONTROL
 FE1019  ___________________________________________________________________
 FE1019* NAD 83(1986)-  35 18 06.     (N)    089 23 46.     (W)     SCALED    
 FE1019* NAVD 88     -       119.980  (meters)     393.63   (feet)  ADJUSTED  
 FE1019  ___________________________________________________________________
 FE1019  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1019  DYNAMIC HT  -         119.871 (meters)     393.28  (feet)  COMP
 FE1019  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 FE1019
 FE1019  VERT ORDER  -  SECOND    CLASS 0
 FE1019
 FE1019.The horizontal coordinates were scaled from a topographic map and have
 FE1019.an estimated accuracy of +/- 6 seconds.
 FE1019
 FE1019.The orthometric height was determined by differential leveling
 FE1019.and adjusted by the National Geodetic Survey in June 1991..
 FE1019
 FE1019.The geoid height was determined by GEOID03.
 FE1019
 FE1019.The dynamic height is computed by dividing the NAVD 88
 FE1019.geopotential number by the normal gravity value computed on the
 FE1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1019.degrees latitude (g = 980.6199 gals.).
 FE1019
 FE1019.The modeled gravity was interpolated from observed gravity values.
 FE1019
 FE1019;                    North         East    Units  Estimated Accuracy
 FE1019;SPC TN       -   112,800.      291,180.      MT  (+/- 180 meters Scaled)
 FE1019
 FE1019                          SUPERSEDED SURVEY CONTROL
 FE1019
 FE1019  NGVD 29 (??/??/??)  119.963  (m)          393.58   (f) ADJUSTED    2 0
 FE1019
 FE1019.Superseded values are not recommended for survey control.
 FE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1019.See file dsdata.txt to determine how the superseded data were derived.
 FE1019
 FE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE821091(NAD 83)
 FE1019_MARKER: DB = BENCH MARK DISK
 FE1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1019+STABILITY: SURFACE MOTION
 FE1019
 FE1019  HISTORY     - Date     Condition        Report By
 FE1019  HISTORY     - 1935     MONUMENTED       CGS
 FE1019  HISTORY     - 1935     GOOD             CGS
 FE1019  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1019
 FE1019                          STATION DESCRIPTION
 FE1019
 FE1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1019'5.2 MI N FROM SOMERVILLE.
 FE1019'5.2 MILES NORTHWEST OF FAYETTE, 30 FT. SOUTH OF HIGHWAY 59,
 FE1019'70 FT. NORTH OF FENCE INTERSECTION, 300 YDS NORTH OF TOP OF
 FE1019'HILL, 300 YDS. NORTH OF A.P. WINFRYS HOUSE.
 FE1019
 FE1019                          STATION RECOVERY (2002)
 FE1019
 FE1019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2085 ***********************************************************************
 FE2085  DESIGNATION -  J 74 RESET
 FE2085  PID         -  FE2085
 FE2085  STATE/COUNTY-  TN/SHELBY
 FE2085  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2085
 FE2085                         *CURRENT SURVEY CONTROL
 FE2085  ___________________________________________________________________
 FE2085* NAD 83(1986)-  35 03 06.     (N)    089 54 55.     (W)     SCALED    
 FE2085* NAVD 88     -        85.84   (+/-2cm)     281.6    (feet)  VERTCON   
 FE2085  ___________________________________________________________________
 FE2085  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2085
 FE2085  VERT ORDER  -  THIRD (See Below)
 FE2085
 FE2085.The horizontal coordinates were scaled from a topographic map and have
 FE2085.an estimated accuracy of +/- 6 seconds.
 FE2085
 FE2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2085.The vertical order pertains to the NGVD 29 superseded value.
 FE2085
 FE2085.The geoid height was determined by GEOID03.
 FE2085
 FE2085;                    North         East    Units  Estimated Accuracy
 FE2085;SPC TN       -    86,850.      242,890.      MT  (+/- 180 meters Scaled)
 FE2085
 FE2085                          SUPERSEDED SURVEY CONTROL
 FE2085
 FE2085  NGVD 29 (??/??/??)   85.81   (m)          281.5    (f) RESET       3  
 FE2085
 FE2085.Superseded values are not recommended for survey control.
 FE2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2085.See file dsdata.txt to determine how the superseded data were derived.
 FE2085
 FE2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD341826(NAD 83)
 FE2085_MARKER: DB = BENCH MARK DISK
 FE2085_SETTING: 0 = UNSPECIFIED SETTING
 FE2085_STAMPING: J 74 RESET 1976
 FE2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2085
 FE2085  HISTORY     - Date     Condition        Report By
 FE2085  HISTORY     - 1976     MONUMENTED       NGS
 FE2085  HISTORY     - 19950913 GOOD             TN1620
 FE2085
 FE2085                          STATION DESCRIPTION
 FE2085
 FE2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE2085'0.6 MI E FROM OAKVILLE.
 FE2085'ABOUT 0.65 MILE EAST ALONG WINCHESTER ROAD FROM INTERSECTION OF
 FE2085'U.S. HIGHWAY 78 AT OAKVILLE, ABOUT 0.8 MILE EAST ALONG ROAD FROM
 FE2085'FRISCO RAILROAD OVERPASS OVER WINCHESTER, ABOUT 230 FEET SOUTH OF
 FE2085'CENTERLINE OF ROAD, ABOUT 3 FEET BELOW LEVEL OF ROAD, ABOUT 108.5
 FE2085'FEET EAST OF CHAIN LINK FENCE AROUND SUB-STATION, 138.5 FEET WEST
 FE2085'OF TEN MILE CREEK TOP BANK, 1.6 FEET NORTHEAST OF NORTHWEST LEG
 FE2085'OF THE MOST WESTERN ONE OF TWO POWER TRANSMISSION TOWERS, A DISK
 FE2085'STAMPED AS ABOVE IN CONCRETE, ABOUT 1 INCH BELOW SURFACE OF GROUND.
 FE2085
 FE2085                          STATION RECOVERY (1995)
 FE2085
 FE2085'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0458 ***********************************************************************
 FF0458  DESIGNATION -  J 75
 FF0458  PID         -  FF0458
 FF0458  STATE/COUNTY-  TN/SHELBY
 FF0458  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0458
 FF0458                         *CURRENT SURVEY CONTROL
 FF0458  ___________________________________________________________________
 FF0458* NAD 83(1986)-  35 05 52.     (N)    090 03 48.     (W)     SCALED    
 FF0458* NAVD 88     -        77.029  (meters)     252.72   (feet)  ADJUSTED  
 FF0458  ___________________________________________________________________
 FF0458  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0458  DYNAMIC HT  -          76.959 (meters)     252.49  (feet)  COMP
 FF0458  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FF0458
 FF0458  VERT ORDER  -  FIRST     CLASS I
 FF0458
 FF0458.The horizontal coordinates were scaled from a topographic map and have
 FF0458.an estimated accuracy of +/- 6 seconds.
 FF0458
 FF0458.The orthometric height was determined by differential leveling
 FF0458.and adjusted by the National Geodetic Survey in July 1994..
 FF0458.WARNING-Repeat measurements at this control monument indicate possible
 FF0458.vertical movement.
 FF0458
 FF0458.The geoid height was determined by GEOID03.
 FF0458
 FF0458.The dynamic height is computed by dividing the NAVD 88
 FF0458.geopotential number by the normal gravity value computed on the
 FF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0458.degrees latitude (g = 980.6199 gals.).
 FF0458
 FF0458.The modeled gravity was interpolated from observed gravity values.
 FF0458
 FF0458;                    North         East    Units  Estimated Accuracy
 FF0458;SPC TN       -    92,510.      229,600.      MT  (+/- 180 meters Scaled)
 FF0458
 FF0458                          SUPERSEDED SURVEY CONTROL
 FF0458
 FF0458  NAVD 88 (06/15/91)   77.033  (m)          252.73   (f) UNKNOWN     1 1
 FF0458  NGVD 29 (??/??/??)   77.012  (m)          252.66   (f) ADJUSTED    1 1
 FF0458
 FF0458.Superseded values are not recommended for survey control.
 FF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0458.See file dsdata.txt to determine how the superseded data were derived.
 FF0458
 FF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU676878(NAD 83)
 FF0458_MARKER: DB = BENCH MARK DISK
 FF0458_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF0458_SP_SET: BUILDING
 FF0458_STAMPING: J 75 1956
 FF0458_MARK LOGO: CGS   
 FF0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF0458+STABILITY: POSITION/ELEVATION WELL
 FF0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0458+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0458
 FF0458  HISTORY     - Date     Condition        Report By
 FF0458  HISTORY     - 1956     MONUMENTED       CGS
 FF0458  HISTORY     - 1974     GOOD             NGS
 FF0458  HISTORY     - 1976     GOOD             NGS
 FF0458  HISTORY     - 1983     GOOD             NGS
 FF0458  HISTORY     - 19911112 GOOD             NGS
 FF0458  HISTORY     - 19950322 GOOD             TN1620
 FF0458  HISTORY     - 20021029 GOOD             USACE
 FF0458
 FF0458                          STATION DESCRIPTION
 FF0458
 FF0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0458'AT MEMPHIS.
 FF0458'AT MEMPHIS, 1.8 MILES SOUTH ALONG FLORIDA STREET FROM THE
 FF0458'INTERSECTION WITH CRUMP BOULEVARD, 191 FEET NW OF THE CENTER OF
 FF0458'THE CROSSING OF FLORIDA STREET AND ILLINOIS CENTRAL RAILROAD,
 FF0458'100 FEET WEST OF THE CENTER LINE OF FLORIDA STREET, SET VERTICALLY
 FF0458'IN THE EAST FACE OF A CONCRETE PILLAR AT THE SOUTHEAST CORNER
 FF0458'OF A LARGE WAREHOUSE (ALLSTATES TRUCK BROKERAGE COMPANY), 1
 FF0458'FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET
 FF0458'ABOVE LEVEL OF THE GROUND AND 3 FEET BELOW LEVEL OF FLORIDA
 FF0458'STREET.
 FF0458
 FF0458                          STATION RECOVERY (1976)
 FF0458
 FF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0458'RECOVERED IN GOOD CONDITION.
 FF0458
 FF0458                          STATION RECOVERY (1983)
 FF0458
 FF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0458'RECOVERED IN GOOD CONDITION.  NOTE, BUILDING IS NOW THE CONTINENTAL
 FF0458'WAREHOUSE.
 FF0458
 FF0458                          STATION RECOVERY (1991)
 FF0458
 FF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0458'IN MEMPHIS, SET VERTICALLY IN THE EAST FACE OF A CONCRETE COLUMN AT
 FF0458'THE MEMPHIS DISTRIBUTION SERVICES INCORPORATED AT 1797 FLORIDA
 FF0458'STREET, 29.7 M (97.4 FT) WEST OF THE STREET CENTERLINE, 0.6 M
 FF0458'(2.0 FT) BELOW THE LEVEL OF THE STREET, 0.6 M (2.0 FT) ABOVE THE
 FF0458'GROUND SURFACE, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF
 FF0458'THE BUILDING.
 FF0458
 FF0458                          STATION RECOVERY (1995)
 FF0458
 FF0458'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0458'RECOVERED IN GOOD CONDITION.
 FF0458
 FF0458                          STATION RECOVERY (2002)
 FF0458
 FF0458'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0475 ***********************************************************************
 FD0475  DESIGNATION -  J 77
 FD0475  PID         -  FD0475
 FD0475  STATE/COUNTY-  TN/MAURY
 FD0475  USGS QUAD   -  GLENDALE (1981)
 FD0475
 FD0475                         *CURRENT SURVEY CONTROL
 FD0475  ___________________________________________________________________
 FD0475* NAD 83(1986)-  35 31 52.     (N)    086 55 44.     (W)     SCALED    
 FD0475* NAVD 88     -       196.274  (meters)     643.94   (feet)  ADJUSTED  
 FD0475  ___________________________________________________________________
 FD0475  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0475  DYNAMIC HT  -         196.099 (meters)     643.37  (feet)  COMP
 FD0475  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FD0475
 FD0475  VERT ORDER  -  FIRST     CLASS II
 FD0475
 FD0475.The horizontal coordinates were scaled from a topographic map and have
 FD0475.an estimated accuracy of +/- 6 seconds.
 FD0475
 FD0475.The orthometric height was determined by differential leveling
 FD0475.and adjusted by the National Geodetic Survey in June 1991..
 FD0475
 FD0475.The geoid height was determined by GEOID03.
 FD0475
 FD0475.The dynamic height is computed by dividing the NAVD 88
 FD0475.geopotential number by the normal gravity value computed on the
 FD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0475.degrees latitude (g = 980.6199 gals.).
 FD0475
 FD0475.The modeled gravity was interpolated from observed gravity values.
 FD0475
 FD0475;                    North         East    Units  Estimated Accuracy
 FD0475;SPC TN       -   133,290.      515,760.      MT  (+/- 180 meters Scaled)
 FD0475
 FD0475                          SUPERSEDED SURVEY CONTROL
 FD0475
 FD0475  NGVD 29 (??/??/92)  196.257  (m)          643.89   (f) ADJ UNCH    1 2
 FD0475
 FD0475.Superseded values are not recommended for survey control.
 FD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0475.See file dsdata.txt to determine how the superseded data were derived.
 FD0475
 FD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE064319(NAD 83)
 FD0475_MARKER: DB = BENCH MARK DISK
 FD0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0475_SP_SET: CULVERT
 FD0475_STAMPING: J 77 1934
 FD0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0475
 FD0475  HISTORY     - Date     Condition        Report By
 FD0475  HISTORY     - 1934     MONUMENTED       CGS
 FD0475  HISTORY     - 1949     GOOD             NGS
 FD0475
 FD0475                          STATION DESCRIPTION
 FD0475
 FD0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0475'2.7 MI NW FROM BRYANT.
 FD0475'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0475'SCHOOL AT BRYANT, AT THE CROSSING OF THE OLD ABANDONED NASHVILLE,
 FD0475'CHATTANOOGA AND ST. LOUIS RAILWAY, SET IN THE TOP OF THE NORTHEAST
 FD0475'END OF THE NORTHWEST ABUTMENT OF A 10-FOOT CONCRETE CULVERT
 FD0475'UNDER OLD RAILWAY BED, 54 FEET SOUTH OF THE CENTER LINE OF THE
 FD0475'HIGHWAY, 85 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 28 FEET
 FD0475'SOUTH OF POWER TRANSFORMER POLE NO. 193, 7 FEET NORTHEAST OF
 FD0475'THE CENTER OF THE OLD RAILWAY BED AND ABOUT LEVEL WITH THE
 FD0475'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1139 ***********************************************************************
 GB1139  DESIGNATION -  J 78
 GB1139  PID         -  GB1139
 GB1139  STATE/COUNTY-  TN/FENTRESS
 GB1139  USGS QUAD   -  PALL MALL (1986)
 GB1139
 GB1139                         *CURRENT SURVEY CONTROL
 GB1139  ___________________________________________________________________
 GB1139* NAD 83(1986)-  36 33 07.     (N)    084 59 19.     (W)     SCALED    
 GB1139* NAVD 88     -       277.125  (meters)     909.20   (feet)  ADJUSTED  
 GB1139  ___________________________________________________________________
 GB1139  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB1139  DYNAMIC HT  -         276.888 (meters)     908.42  (feet)  COMP
 GB1139  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GB1139
 GB1139  VERT ORDER  -  SECOND    CLASS 0
 GB1139
 GB1139.The horizontal coordinates were scaled from a topographic map and have
 GB1139.an estimated accuracy of +/- 6 seconds.
 GB1139
 GB1139.The orthometric height was determined by differential leveling
 GB1139.and adjusted by the National Geodetic Survey in June 1991..
 GB1139
 GB1139.The geoid height was determined by GEOID03.
 GB1139
 GB1139.The dynamic height is computed by dividing the NAVD 88
 GB1139.geopotential number by the normal gravity value computed on the
 GB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1139.degrees latitude (g = 980.6199 gals.).
 GB1139
 GB1139.The modeled gravity was interpolated from observed gravity values.
 GB1139
 GB1139;                    North         East    Units  Estimated Accuracy
 GB1139;SPC TN       -   246,630.      690,550.      MT  (+/- 180 meters Scaled)
 GB1139
 GB1139                          SUPERSEDED SURVEY CONTROL
 GB1139
 GB1139  NGVD 29 (??/??/92)  277.252  (m)          909.62   (f) ADJ UNCH    2 0
 GB1139
 GB1139.Superseded values are not recommended for survey control.
 GB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1139.See file dsdata.txt to determine how the superseded data were derived.
 GB1139
 GB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF800470(NAD 83)
 GB1139_MARKER: DB = BENCH MARK DISK
 GB1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1139_STAMPING: J 78 1935 909.618
 GB1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1139+STABILITY: SURFACE MOTION
 GB1139
 GB1139  HISTORY     - Date     Condition        Report By
 GB1139  HISTORY     - 1935     MONUMENTED       CGS
 GB1139  HISTORY     - 1951     GOOD             NGS
 GB1139  HISTORY     - 1958     POOR             NGS
 GB1139
 GB1139                          STATION DESCRIPTION
 GB1139
 GB1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1139'1.8 MI SE FROM FORBUS.
 GB1139'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 GB1139'OFFICE AT FORBUS, AT FORBUS SCHOOL, 46 FEET SOUTH OF CENTER LINE
 GB1139'OF HIGHWAY, 265 FEET SOUTHWEST AND ACROSS HIGHWAY FROM SOUTHWEST
 GB1139'CORNER OF SCHOOL, 81 FEET NORTHWEST OF THE WEST ONE OF THREE
 GB1139'20-INCH SYCAMORE TREES, 42 FEET NORTHEAST OF A LONE 14-INCH WALNUT
 GB1139'TREE, 22 FEET EAST OF SOUTHEAST CORNER OF C.W. UPCHURCHS GROCERY
 GB1139'STORE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 GB1139'FOOT BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1139'5 INCHES.
 GB1139
 GB1139                          STATION RECOVERY (1958)
 GB1139
 GB1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1139'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0172 ***********************************************************************
 GC0172  DESIGNATION -  J 79
 GC0172  PID         -  GC0172
 GC0172  STATE/COUNTY-  TN/WILSON
 GC0172  USGS QUAD   -  WATERTOWN (1994)
 GC0172
 GC0172                         *CURRENT SURVEY CONTROL
 GC0172  ___________________________________________________________________
 GC0172* NAD 83(1986)-  36 06 00.     (N)    086 08 03.     (W)     SCALED    
 GC0172* NAVD 88     -       203.229  (meters)     666.76   (feet)  ADJUSTED  
 GC0172  ___________________________________________________________________
 GC0172  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0172  DYNAMIC HT  -         203.054 (meters)     666.19  (feet)  COMP
 GC0172  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0172
 GC0172  VERT ORDER  -  SECOND    CLASS 0
 GC0172
 GC0172.The horizontal coordinates were scaled from a topographic map and have
 GC0172.an estimated accuracy of +/- 6 seconds.
 GC0172
 GC0172.The orthometric height was determined by differential leveling
 GC0172.and adjusted by the National Geodetic Survey in June 1991..
 GC0172
 GC0172.The geoid height was determined by GEOID03.
 GC0172
 GC0172.The dynamic height is computed by dividing the NAVD 88
 GC0172.geopotential number by the normal gravity value computed on the
 GC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0172.degrees latitude (g = 980.6199 gals.).
 GC0172
 GC0172.The modeled gravity was interpolated from observed gravity values.
 GC0172
 GC0172;                    North         East    Units  Estimated Accuracy
 GC0172;SPC TN       -   196,020.      587,920.      MT  (+/- 180 meters Scaled)
 GC0172
 GC0172                          SUPERSEDED SURVEY CONTROL
 GC0172
 GC0172  NGVD 29 (??/??/92)  203.284  (m)          666.94   (f) ADJ UNCH    2 0
 GC0172
 GC0172.Superseded values are not recommended for survey control.
 GC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0172.See file dsdata.txt to determine how the superseded data were derived.
 GC0172
 GC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE779953(NAD 83)
 GC0172_MARKER: DB = BENCH MARK DISK
 GC0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0172_SP_SET: BUILDING
 GC0172_STAMPING: J 79 1935
 GC0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0172
 GC0172  HISTORY     - Date     Condition        Report By
 GC0172  HISTORY     - 1935     MONUMENTED       CGS
 GC0172  HISTORY     - 1954     GOOD             NGS
 GC0172
 GC0172                          STATION DESCRIPTION
 GC0172
 GC0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0172'AT WATERTOWN.
 GC0172'AT WATERTOWN, WILSON COUNTY, ON U.S. HIGHWAY 70 N, IN THE EAST
 GC0172'FACE OF THE PIONEER BUILDING, 14 INCHES NORTH OF THE SOUTHEAST
 GC0172'CORNER OF THE BUILDING, 29 FEET NORTH OF THE CENTERLINE OF THE
 GC0172'HIGHWAY, AND 2 1/2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 GC0172'STAMPED J 79 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1008 ***********************************************************************
 FC1008  DESIGNATION -  J 8
 FC1008  PID         -  FC1008
 FC1008  STATE/COUNTY-  TN/CUMBERLAND
 FC1008  USGS QUAD   -  CROSSVILLE (1982)
 FC1008
 FC1008                         *CURRENT SURVEY CONTROL
 FC1008  ___________________________________________________________________
 FC1008* NAD 83(1986)-  35 57 04.     (N)    085 01 57.     (W)     SCALED    
 FC1008* NAVD 88     -       555.734  (meters)    1823.27   (feet)  ADJUSTED  
 FC1008  ___________________________________________________________________
 FC1008  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1008  DYNAMIC HT  -         555.215 (meters)    1821.57  (feet)  COMP
 FC1008  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FC1008
 FC1008  VERT ORDER  -  SECOND    CLASS 0
 FC1008
 FC1008.The horizontal coordinates were scaled from a topographic map and have
 FC1008.an estimated accuracy of +/- 6 seconds.
 FC1008
 FC1008.The orthometric height was determined by differential leveling
 FC1008.and adjusted by the National Geodetic Survey in June 1991..
 FC1008
 FC1008.The geoid height was determined by GEOID03.
 FC1008
 FC1008.The dynamic height is computed by dividing the NAVD 88
 FC1008.geopotential number by the normal gravity value computed on the
 FC1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1008.degrees latitude (g = 980.6199 gals.).
 FC1008
 FC1008.The modeled gravity was interpolated from observed gravity values.
 FC1008
 FC1008;                    North         East    Units  Estimated Accuracy
 FC1008;SPC TN       -   179,920.      687,280.      MT  (+/- 180 meters Scaled)
 FC1008
 FC1008                          SUPERSEDED SURVEY CONTROL
 FC1008
 FC1008  NGVD 29 (??/??/92)  555.791  (m)         1823.46   (f) ADJ UNCH    2 0
 FC1008
 FC1008.Superseded values are not recommended for survey control.
 FC1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1008.See file dsdata.txt to determine how the superseded data were derived.
 FC1008
 FC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE774803(NAD 83)
 FC1008_MARKER: DB = BENCH MARK DISK
 FC1008_SETTING: 66 = SET IN ROCK OUTCROP
 FC1008_SP_SET: ROCK LEDGE
 FC1008_STAMPING: 1823.625 J 8 1931
 FC1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1008+STABILITY: POSITION/ELEVATION WELL
 FC1008
 FC1008  HISTORY     - Date     Condition        Report By
 FC1008  HISTORY     - 1931     MONUMENTED       CGS
 FC1008  HISTORY     - 1934     GOOD             NGS
 FC1008
 FC1008                          STATION DESCRIPTION
 FC1008
 FC1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1008'0.3 MI W FROM CROSSVILLE.
 FC1008'0.3 MILE WEST ALONG U.S. HIGHWAY 70 A FROM THE TENNESSEE CENTRAL
 FC1008'RAILWAY STATION AT CROSSVILLE, CUMBERLAND COUNTY, AT A CONCRETE
 FC1008'HIGHWAY CULVERT, 36 FEET NORTHWEST OF THE CENTER OF THE NORTH END,
 FC1008'IN A ROCK LEDGE, 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1008'AND 7-1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FC1008'STAMPED 1823.625 J 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1814 ***********************************************************************
 GB1814  DESIGNATION -  J 80
 GB1814  PID         -  GB1814
 GB1814  STATE/COUNTY-  TN/MACON
 GB1814  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1814
 GB1814                         *CURRENT SURVEY CONTROL
 GB1814  ___________________________________________________________________
 GB1814* NAD 83(1986)-  36 26 01.     (N)    085 53 36.     (W)     SCALED    
 GB1814* NAVD 88     -       316.274  (meters)    1037.64   (feet)  POSTED    
 GB1814  ___________________________________________________________________
 GB1814  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB1814  DYNAMIC HT  -         316.000 (meters)    1036.74  (feet)  COMP
 GB1814  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GB1814
 GB1814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1814
 GB1814.The horizontal coordinates were scaled from a topographic map and have
 GB1814.an estimated accuracy of +/- 6 seconds.
 GB1814
 GB1814.The orthometric height was determined by differential leveling
 GB1814.and adjusted by the National Geodetic Survey in 1992..
 GB1814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1814.rate of 0.0 thru 1.0 mm/km.
 GB1814
 GB1814.The geoid height was determined by GEOID03.
 GB1814
 GB1814.The dynamic height is computed by dividing the NAVD 88
 GB1814.geopotential number by the normal gravity value computed on the
 GB1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1814.degrees latitude (g = 980.6199 gals.).
 GB1814
 GB1814.The modeled gravity was interpolated from observed gravity values.
 GB1814
 GB1814;                    North         East    Units  Estimated Accuracy
 GB1814;SPC TN       -   233,030.      609,570.      MT  (+/- 180 meters Scaled)
 GB1814
 GB1814                          SUPERSEDED SURVEY CONTROL
 GB1814
 GB1814  NGVD 29 (??/??/92)  316.363  (m)         1037.93   (f) ADJ UNCH    2 0
 GB1814
 GB1814.Superseded values are not recommended for survey control.
 GB1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1814.See file dsdata.txt to determine how the superseded data were derived.
 GB1814
 GB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF991326(NAD 83)
 GB1814_MARKER: DB = BENCH MARK DISK
 GB1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1814_STAMPING: J 80 1935
 GB1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1814+STABILITY: SURFACE MOTION
 GB1814
 GB1814  HISTORY     - Date     Condition        Report By
 GB1814  HISTORY     - 1935     MONUMENTED       CGS
 GB1814
 GB1814                          STATION DESCRIPTION
 GB1814
 GB1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1814'5.7 MI N FROM PLEASANT SHADE.
 GB1814'IN MACON COUNTY, 5.7 MILES NORTH ALONG STATE HIGHWAY 80 FROM
 GB1814'PLEASANT SHADE, SMITH COUNTY, 300 YARDS NORTH OF A STORE BUILDING
 GB1814'(VACANT IN 1935), 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GB1814'28 FEET NORTHEAST OF A METAL CULVERT UNDER THE HIGHWAY, AND 0.6
 GB1814'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 80 1935
 GB1814'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1977 ***********************************************************************
 GB1977  DESIGNATION -  J 82
 GB1977  PID         -  GB1977
 GB1977  STATE/COUNTY-  TN/CLAY
 GB1977  USGS QUAD   -  UNION HILL (1968)
 GB1977
 GB1977                         *CURRENT SURVEY CONTROL
 GB1977  ___________________________________________________________________
 GB1977* NAD 83(1986)-  36 36 01.     (N)    085 41 12.     (W)     SCALED    
 GB1977* NAVD 88     -       258.981  (meters)     849.67   (feet)  ADJUSTED  
 GB1977  ___________________________________________________________________
 GB1977  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB1977  DYNAMIC HT  -         258.760 (meters)     848.95  (feet)  COMP
 GB1977  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB1977
 GB1977  VERT ORDER  -  SECOND    CLASS 0
 GB1977
 GB1977.The horizontal coordinates were scaled from a topographic map and have
 GB1977.an estimated accuracy of +/- 6 seconds.
 GB1977
 GB1977.The orthometric height was determined by differential leveling
 GB1977.and adjusted by the National Geodetic Survey in June 1991..
 GB1977
 GB1977.The geoid height was determined by GEOID03.
 GB1977
 GB1977.The dynamic height is computed by dividing the NAVD 88
 GB1977.geopotential number by the normal gravity value computed on the
 GB1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1977.degrees latitude (g = 980.6199 gals.).
 GB1977
 GB1977.The modeled gravity was interpolated from observed gravity values.
 GB1977
 GB1977;                    North         East    Units  Estimated Accuracy
 GB1977;SPC TN       -   251,570.      628,040.      MT  (+/- 180 meters Scaled)
 GB1977
 GB1977                          SUPERSEDED SURVEY CONTROL
 GB1977
 GB1977  NGVD 29 (??/??/92)  259.088  (m)          850.02   (f) ADJ UNCH    2 0
 GB1977
 GB1977.Superseded values are not recommended for survey control.
 GB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1977.See file dsdata.txt to determine how the superseded data were derived.
 GB1977
 GB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF174513(NAD 83)
 GB1977_MARKER: DB = BENCH MARK DISK
 GB1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1977_STAMPING: J 82 1935
 GB1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1977+STABILITY: SURFACE MOTION
 GB1977
 GB1977  HISTORY     - Date     Condition        Report By
 GB1977  HISTORY     - 1935     MONUMENTED       CGS
 GB1977
 GB1977                          STATION DESCRIPTION
 GB1977
 GB1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1977'4.2 MI W FROM MOSS.
 GB1977'4.2 MILES WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY, 60
 GB1977'YARDS WEST OF THE RESIDENCE OF W.C. WHITE, 33 FEET EAST OF A
 GB1977'10-INCH APPLE TREE, 26 FEET SOUTH OF THE CENTERLINE OF THE
 GB1977'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1977'DISK, STAMPED J 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0219 ***********************************************************************
 GC0219  DESIGNATION -  J 83
 GC0219  PID         -  GC0219
 GC0219  STATE/COUNTY-  TN/TROUSDALE
 GC0219  USGS QUAD   -  HARTSVILLE (1994)
 GC0219
 GC0219                         *CURRENT SURVEY CONTROL
 GC0219  ___________________________________________________________________
 GC0219* NAD 83(1986)-  36 23 44.     (N)    086 13 37.     (W)     SCALED    
 GC0219* NAVD 88     -       183.089  (meters)     600.68   (feet)  ADJUSTED  
 GC0219  ___________________________________________________________________
 GC0219  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0219  DYNAMIC HT  -         182.938 (meters)     600.19  (feet)  COMP
 GC0219  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC0219
 GC0219  VERT ORDER  -  SECOND    CLASS 0
 GC0219
 GC0219.The horizontal coordinates were scaled from a topographic map and have
 GC0219.an estimated accuracy of +/- 6 seconds.
 GC0219
 GC0219.The orthometric height was determined by differential leveling
 GC0219.and adjusted by the National Geodetic Survey in June 1991..
 GC0219
 GC0219.The geoid height was determined by GEOID03.
 GC0219
 GC0219.The dynamic height is computed by dividing the NAVD 88
 GC0219.geopotential number by the normal gravity value computed on the
 GC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0219.degrees latitude (g = 980.6199 gals.).
 GC0219
 GC0219.The modeled gravity was interpolated from observed gravity values.
 GC0219
 GC0219;                    North         East    Units  Estimated Accuracy
 GC0219;SPC TN       -   228,830.      579,640.      MT  (+/- 180 meters Scaled)
 GC0219
 GC0219                          SUPERSEDED SURVEY CONTROL
 GC0219
 GC0219  NGVD 29 (??/??/92)  183.155  (m)          600.90   (f) ADJ UNCH    2 0
 GC0219
 GC0219.Superseded values are not recommended for survey control.
 GC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0219.See file dsdata.txt to determine how the superseded data were derived.
 GC0219
 GC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF693281(NAD 83)
 GC0219_MARKER: DB = BENCH MARK DISK
 GC0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0219_STAMPING: J 83 1935
 GC0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0219+STABILITY: SURFACE MOTION
 GC0219
 GC0219  HISTORY     - Date     Condition        Report By
 GC0219  HISTORY     - 1935     MONUMENTED       CGS
 GC0219  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0219  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0219
 GC0219                          STATION DESCRIPTION
 GC0219
 GC0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0219'4.2 MI W FROM HARTSVILLE.
 GC0219'4.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0219'HARTSVILLE, TROUSDALE COUNTY, IN THE SOUTHEAST CORNER OF A
 GC0219'TRIANGULAR YARD, 29 YARDS NORTHEAST OF A 24-INCH LOCUST TREE,
 GC0219'24.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET
 GC0219'SOUTH OF A FENCE CORNER, AND 1 FOOT LOWER THAN THE HIGHWAY.
 GC0219'A STANDARD DISK, STAMPED J 83 1935 AND SET IN THE TOP OF A
 GC0219'CONCRETE POST.
 GC0219
 GC0219                          STATION RECOVERY (2001)
 GC0219
 GC0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0219'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0219' 
 GC0219'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0366 ***********************************************************************
 GC0366  DESIGNATION -  J 85
 GC0366  PID         -  GC0366
 GC0366  STATE/COUNTY-  TN/WILSON
 GC0366  USGS QUAD   -  HERMITAGE (1983)
 GC0366
 GC0366                         *CURRENT SURVEY CONTROL
 GC0366  ___________________________________________________________________
 GC0366* NAD 83(1986)-  36 12 15.     (N)    086 33 14.     (W)     SCALED    
 GC0366* NAVD 88     -       156.183  (meters)     512.41   (feet)  ADJUSTED  
 GC0366  ___________________________________________________________________
 GC0366  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0366  DYNAMIC HT  -         156.051 (meters)     511.98  (feet)  COMP
 GC0366  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GC0366
 GC0366  VERT ORDER  -  SECOND    CLASS 0
 GC0366
 GC0366.The horizontal coordinates were scaled from a topographic map and have
 GC0366.an estimated accuracy of +/- 6 seconds.
 GC0366
 GC0366.The orthometric height was determined by differential leveling
 GC0366.and adjusted by the National Geodetic Survey in June 1991..
 GC0366
 GC0366.The geoid height was determined by GEOID03.
 GC0366
 GC0366.The dynamic height is computed by dividing the NAVD 88
 GC0366.geopotential number by the normal gravity value computed on the
 GC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0366.degrees latitude (g = 980.6199 gals.).
 GC0366
 GC0366.The modeled gravity was interpolated from observed gravity values.
 GC0366
 GC0366;                    North         East    Units  Estimated Accuracy
 GC0366;SPC TN       -   207,710.      550,190.      MT  (+/- 180 meters Scaled)
 GC0366
 GC0366                          SUPERSEDED SURVEY CONTROL
 GC0366
 GC0366  NGVD 29 (??/??/92)  156.233  (m)          512.57   (f) ADJ UNCH    2 0
 GC0366
 GC0366.Superseded values are not recommended for survey control.
 GC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0366.See file dsdata.txt to determine how the superseded data were derived.
 GC0366
 GC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF401066(NAD 83)
 GC0366_MARKER: DB = BENCH MARK DISK
 GC0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0366_STAMPING: J 85 1935
 GC0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0366+STABILITY: SURFACE MOTION
 GC0366
 GC0366  HISTORY     - Date     Condition        Report By
 GC0366  HISTORY     - 1935     MONUMENTED       CGS
 GC0366  HISTORY     - 1960     GOOD             NGS
 GC0366
 GC0366                          STATION DESCRIPTION
 GC0366
 GC0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0366'2.1 MI W FROM MOUNT JULIET.
 GC0366'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0366'ON A PAVED ROAD, THEN 2.1 MILES WEST ON THE TENNESSEE CENTRAL
 GC0366'RAILWAY TO A ROAD CROSSING.  THE BENCH MARK IS ABOUT 59 FT. NORTHWEST
 GC0366'OF MILEPOST 15, 25 FT. EAST OF THE CENTER OF THE DIRT ROAD, 30
 GC0366'FT. NORTH OF THE NORTH RAIL, AND 1.3 FT. NORTH OF A WITNESS SIGN.
 GC0366'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GC0366'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0149 ***********************************************************************
 GC0149  DESIGNATION -  J 86
 GC0149  PID         -  GC0149
 GC0149  STATE/COUNTY-  TN/SUMNER
 GC0149  USGS QUAD   -  GALLATIN (1983)
 GC0149
 GC0149                         *CURRENT SURVEY CONTROL
 GC0149  ___________________________________________________________________
 GC0149* NAD 83(1986)-  36 23 51.     (N)    086 24 08.     (W)     SCALED    
 GC0149* NAVD 88     -       187.959  (meters)     616.66   (feet)  ADJUSTED  
 GC0149  ___________________________________________________________________
 GC0149  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0149  DYNAMIC HT  -         187.806 (meters)     616.16  (feet)  COMP
 GC0149  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC0149
 GC0149  VERT ORDER  -  SECOND    CLASS 0
 GC0149
 GC0149.The horizontal coordinates were scaled from a topographic map and have
 GC0149.an estimated accuracy of +/- 6 seconds.
 GC0149
 GC0149.The orthometric height was determined by differential leveling
 GC0149.and adjusted by the National Geodetic Survey in June 1991..
 GC0149
 GC0149.The geoid height was determined by GEOID03.
 GC0149
 GC0149.The dynamic height is computed by dividing the NAVD 88
 GC0149.geopotential number by the normal gravity value computed on the
 GC0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0149.degrees latitude (g = 980.6199 gals.).
 GC0149
 GC0149.The modeled gravity was interpolated from observed gravity values.
 GC0149
 GC0149;                    North         East    Units  Estimated Accuracy
 GC0149;SPC TN       -   229,100.      563,920.      MT  (+/- 180 meters Scaled)
 GC0149
 GC0149                          SUPERSEDED SURVEY CONTROL
 GC0149
 GC0149  NGVD 29 (??/??/92)  188.033  (m)          616.90   (f) ADJ UNCH    2 0
 GC0149
 GC0149.Superseded values are not recommended for survey control.
 GC0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0149.See file dsdata.txt to determine how the superseded data were derived.
 GC0149
 GC0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF536282(NAD 83)
 GC0149_MARKER: DB = BENCH MARK DISK
 GC0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0149_STAMPING: J 86 1935
 GC0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0149+STABILITY: SURFACE MOTION
 GC0149
 GC0149  HISTORY     - Date     Condition        Report By
 GC0149  HISTORY     - 1935     MONUMENTED       CGS
 GC0149  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0149
 GC0149                          STATION DESCRIPTION
 GC0149
 GC0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0149'3.7 MI NE FROM GALLATIN.
 GC0149'3.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0149'FROM THE STATION AT GALLATIN, SUMNER COUNTY, AT THE CROSSING OF
 GC0149'STATE HIGHWAY 25, 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GC0149'27.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.5 FEET
 GC0149'WEST OF A FENCE LINE, AND ABOUT 1 FOOT BELOW THE TOP OF THE
 GC0149'RAIL.  A STANDARD DISK, STAMPED J 86 1935 AND SET IN THE TOP OF
 GC0149'A CONCRETE POST.
 GC0149
 GC0149                          STATION RECOVERY (1961)
 GC0149
 GC0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0436 ***********************************************************************
 GC0436  DESIGNATION -  J 87
 GC0436  PID         -  GC0436
 GC0436  STATE/COUNTY-  TN/ROBERTSON
 GC0436  USGS QUAD   -  GREENBRIER (1981)
 GC0436
 GC0436                         *CURRENT SURVEY CONTROL
 GC0436  ___________________________________________________________________
 GC0436* NAD 83(1986)-  36 26 14.     (N)    086 48 30.     (W)     SCALED    
 GC0436* NAVD 88     -       253.811  (meters)     832.71   (feet)  ADJUSTED  
 GC0436  ___________________________________________________________________
 GC0436  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC0436  DYNAMIC HT  -         253.595 (meters)     832.00  (feet)  COMP
 GC0436  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GC0436
 GC0436  VERT ORDER  -  SECOND    CLASS 0
 GC0436
 GC0436.The horizontal coordinates were scaled from a topographic map and have
 GC0436.an estimated accuracy of +/- 6 seconds.
 GC0436
 GC0436.The orthometric height was determined by differential leveling
 GC0436.and adjusted by the National Geodetic Survey in June 1991..
 GC0436
 GC0436.The geoid height was determined by GEOID03.
 GC0436
 GC0436.The dynamic height is computed by dividing the NAVD 88
 GC0436.geopotential number by the normal gravity value computed on the
 GC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0436.degrees latitude (g = 980.6199 gals.).
 GC0436
 GC0436.The modeled gravity was interpolated from observed gravity values.
 GC0436
 GC0436;                    North         East    Units  Estimated Accuracy
 GC0436;SPC TN       -   233,730.      527,520.      MT  (+/- 180 meters Scaled)
 GC0436
 GC0436                          SUPERSEDED SURVEY CONTROL
 GC0436
 GC0436  NGVD 29 (??/??/92)  253.839  (m)          832.80   (f) ADJ UNCH    2 0
 GC0436
 GC0436.Superseded values are not recommended for survey control.
 GC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0436.See file dsdata.txt to determine how the superseded data were derived.
 GC0436
 GC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF171324(NAD 83)
 GC0436_MARKER: DB = BENCH MARK DISK
 GC0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0436_STAMPING: J 87 1935
 GC0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0436+STABILITY: SURFACE MOTION
 GC0436
 GC0436  HISTORY     - Date     Condition        Report By
 GC0436  HISTORY     - 1935     MONUMENTED       CGS
 GC0436
 GC0436                          STATION DESCRIPTION
 GC0436
 GC0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0436'0.7 MI NW FROM GREENBRIER.
 GC0436'0.7 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0436'FROM THE STATION AT GREENBRIER, ROBERTSON COUNTY, 65 YARDS
 GC0436'NORTHWEST OF THE CITY-LIMIT SIGN, 16 FEET NORTH OF THE CENTERLINE
 GC0436'OF A PRIVATE DRIVEWAY, 17.7 FEET WEST OF THE WEST RAIL, AND
 GC0436'2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0436'J 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0316 ***********************************************************************
 FF0316  DESIGNATION -  J 88
 FF0316  PID         -  FF0316
 FF0316  STATE/COUNTY-  TN/SHELBY
 FF0316  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0316
 FF0316                         *CURRENT SURVEY CONTROL
 FF0316  ___________________________________________________________________
 FF0316* NAD 83(1986)-  35 13 28.     (N)    090 02 27.     (W)     SCALED    
 FF0316* NAVD 88     -        73.476  (meters)     241.06   (feet)  ADJUSTED  
 FF0316  ___________________________________________________________________
 FF0316  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0316  DYNAMIC HT  -          73.410 (meters)     240.85  (feet)  COMP
 FF0316  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 FF0316
 FF0316  VERT ORDER  -  FIRST     CLASS II
 FF0316
 FF0316.The horizontal coordinates were scaled from a topographic map and have
 FF0316.an estimated accuracy of +/- 6 seconds.
 FF0316
 FF0316.The orthometric height was determined by differential leveling
 FF0316.and adjusted by the National Geodetic Survey in June 1991..
 FF0316
 FF0316.The geoid height was determined by GEOID03.
 FF0316
 FF0316.The dynamic height is computed by dividing the NAVD 88
 FF0316.geopotential number by the normal gravity value computed on the
 FF0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0316.degrees latitude (g = 980.6199 gals.).
 FF0316
 FF0316.The modeled gravity was interpolated from observed gravity values.
 FF0316
 FF0316;                    North         East    Units  Estimated Accuracy
 FF0316;SPC TN       -   106,460.      232,230.      MT  (+/- 180 meters Scaled)
 FF0316
 FF0316                          SUPERSEDED SURVEY CONTROL
 FF0316
 FF0316  NGVD 29 (??/??/??)   73.438  (m)          240.94   (f) ADJUSTED    1 2
 FF0316
 FF0316.Superseded values are not recommended for survey control.
 FF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0316.See file dsdata.txt to determine how the superseded data were derived.
 FF0316
 FF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693019(NAD 83)
 FF0316_MARKER: DB = BENCH MARK DISK
 FF0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0316_SP_SET: BUILDING
 FF0316_STAMPING: J 88 1957
 FF0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0316+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0316
 FF0316  HISTORY     - Date     Condition        Report By
 FF0316  HISTORY     - 1957     MONUMENTED       CGS
 FF0316  HISTORY     - 19970915 GOOD             TN1620
 FF0316  HISTORY     - 20021022 GOOD             USACE
 FF0316
 FF0316                          STATION DESCRIPTION
 FF0316
 FF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0316'1.9 MI NW FROM FRAYSER.
 FF0316'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0316'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0316'ALONG MARSH ROAD, THENCE 0.9 MILE NORTH ALONG BENJESTOWN ROAD,
 FF0316'SET VERTICALLY IN THE EAST BRICK FACE OF THE TRANSMITTER
 FF0316'BUILDING OF RADIO STATION WMPS, 14 1/2 FEET NORTH OF THE CENTER
 FF0316'OF THE MAIN (EAST) ENTRANCE TO THE BUILDING, 124 FEET WEST OF THE
 FF0316'CENTER LINE OF BENJESTOWN ROAD, 2 FEET ABOVE THE LEVEL OF THE
 FF0316'GROUND.
 FF0316
 FF0316                          STATION RECOVERY (1997)
 FF0316
 FF0316'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0316'RECOVERED IN GOOD CONDITION.
 FF0316
 FF0316                          STATION RECOVERY (2002)
 FF0316
 FF0316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2088 ***********************************************************************
 FE2088  DESIGNATION -  J 89 RESET
 FE2088  PID         -  FE2088
 FE2088  STATE/COUNTY-  TN/LAUDERDALE
 FE2088  USGS QUAD   -  GILT EDGE (1981)
 FE2088
 FE2088                         *CURRENT SURVEY CONTROL
 FE2088  ___________________________________________________________________
 FE2088* NAD 83(1986)-  35 37 17.     (N)    089 50 21.     (W)     SCALED    
 FE2088* NAVD 88     -        82.89   (+/-2cm)     271.9    (feet)  VERTCON   
 FE2088  ___________________________________________________________________
 FE2088  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2088
 FE2088  VERT ORDER  -  ? (See Below)
 FE2088
 FE2088.The horizontal coordinates were scaled from a topographic map and have
 FE2088.an estimated accuracy of +/- 6 seconds.
 FE2088
 FE2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2088.The vertical order pertains to the NGVD 29 superseded value.
 FE2088
 FE2088.The geoid height was determined by GEOID03.
 FE2088
 FE2088;                    North         East    Units  Estimated Accuracy
 FE2088;SPC TN       -   149,730.      252,300.      MT  (+/- 180 meters Scaled)
 FE2088
 FE2088                          SUPERSEDED SURVEY CONTROL
 FE2088
 FE2088  NGVD 29 (??/??/??)   82.862  (m)          271.86   (f) ADJUSTED    ?  
 FE2088
 FE2088.Superseded values are not recommended for survey control.
 FE2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2088.See file dsdata.txt to determine how the superseded data were derived.
 FE2088
 FE2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE428456(NAD 83)
 FE2088_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2088_STAMPING: J 89 RESET 1976
 FE2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2088+STABILITY: SURFACE MOTION
 FE2088
 FE2088  HISTORY     - Date     Condition        Report By
 FE2088  HISTORY     - 1976     MONUMENTED       NGS
 FE2088  HISTORY     - 19971204 GOOD             USE
 FE2088
 FE2088                          STATION DESCRIPTION
 FE2088
 FE2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE2088'2.95 MI NE FROM FULTON.
 FE2088'2.95 MILES NE ALONG ST HWY 87 FROM THE POST OFFICE AT FULTON,
 FE2088'110 FT E OF THE CENTERLINE OF A DRIVEWAY TO A BARN, 1 FT NE OF A METAL
 FE2088'WITNESS POST, 2 FT SW OF A WOODEN FENCE CORNER POST, 54 FT W OF A
 FE2088'POWERPOLE AND 29 FT S OF THE CENTERLINE OF THE HWY. THE MON.
 FE2088'PROJECTS 3 INCHES.
 FE2088
 FE2088                          STATION RECOVERY (1997)
 FE2088
 FE2088'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2088'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0703 ***********************************************************************
 FD0703  DESIGNATION -  J 9
 FD0703  PID         -  FD0703
 FD0703  STATE/COUNTY-  TN/MAURY
 FD0703  USGS QUAD   -  GODWIN (1988)
 FD0703
 FD0703                         *CURRENT SURVEY CONTROL
 FD0703  ___________________________________________________________________
 FD0703* NAD 83(1986)-  35 38 59.     (N)    087 02 49.     (W)     SCALED    
 FD0703* NAVD 88     -       187.558  (meters)     615.35   (feet)  ADJUSTED  
 FD0703  ___________________________________________________________________
 FD0703  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD0703  DYNAMIC HT  -         187.393 (meters)     614.81  (feet)  COMP
 FD0703  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 FD0703
 FD0703  VERT ORDER  -  FIRST     CLASS II
 FD0703
 FD0703.The horizontal coordinates were scaled from a topographic map and have
 FD0703.an estimated accuracy of +/- 6 seconds.
 FD0703
 FD0703.The orthometric height was determined by differential leveling
 FD0703.and adjusted by the National Geodetic Survey in June 1991..
 FD0703
 FD0703.The geoid height was determined by GEOID03.
 FD0703
 FD0703.The dynamic height is computed by dividing the NAVD 88
 FD0703.geopotential number by the normal gravity value computed on the
 FD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0703.degrees latitude (g = 980.6199 gals.).
 FD0703
 FD0703.The modeled gravity was interpolated from observed gravity values.
 FD0703
 FD0703;                    North         East    Units  Estimated Accuracy
 FD0703;SPC TN       -   146,560.      505,190.      MT  (+/- 180 meters Scaled)
 FD0703
 FD0703                          SUPERSEDED SURVEY CONTROL
 FD0703
 FD0703  NGVD 29 (??/??/92)  187.539  (m)          615.28   (f) ADJ UNCH    1 2
 FD0703
 FD0703.Superseded values are not recommended for survey control.
 FD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0703.See file dsdata.txt to determine how the superseded data were derived.
 FD0703
 FD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE957451(NAD 83)
 FD0703_MARKER: DB = BENCH MARK DISK
 FD0703_SETTING: 66 = SET IN ROCK OUTCROP
 FD0703_SP_SET: SET IN ROCK OUTCROP
 FD0703_STAMPING: 615.488 J 9 1931
 FD0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0703+STABILITY: POSITION/ELEVATION WELL
 FD0703
 FD0703  HISTORY     - Date     Condition        Report By
 FD0703  HISTORY     - 1931     MONUMENTED       CGS
 FD0703  HISTORY     - 1958     MARK NOT FOUND   NGS
 FD0703
 FD0703                          STATION DESCRIPTION
 FD0703
 FD0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FD0703'AT GODWIN.
 FD0703'AT GODWIN, ON THE LOUISVILLE AND NASHVILLE RAILROAD, 2 RAILS
 FD0703'NORTHEAST OF THE STATION, IN A ROCK LEDGE, AND 13.4 FEET SOUTHEAST
 FD0703'OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED 615.488 J 9
 FD0703'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1414 ***********************************************************************
 FE1414  DESIGNATION -  J 90
 FE1414  PID         -  FE1414
 FE1414  STATE/COUNTY-  TN/SHELBY
 FE1414  USGS QUAD   -  MILLINGTON (1997)
 FE1414
 FE1414                         *CURRENT SURVEY CONTROL
 FE1414  ___________________________________________________________________
 FE1414* NAD 83(1986)-  35 15 08.     (N)    089 59 23.     (W)     SCALED    
 FE1414* NAVD 88     -        67.295  (meters)     220.78   (feet)  POSTED    
 FE1414  ___________________________________________________________________
 FE1414  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1414  DYNAMIC HT  -          67.240 (meters)     220.60  (feet)  COMP
 FE1414  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE1414
 FE1414  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FE1414
 FE1414.The horizontal coordinates were scaled from a topographic map and have
 FE1414.an estimated accuracy of +/- 6 seconds.
 FE1414
 FE1414.The orthometric height was determined by differential leveling
 FE1414.and adjusted by the National Geodetic Survey in 1992..
 FE1414.No vertical observational check was made to the station.
 FE1414.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FE1414.was located on a no-check spur therefore a value was not computed.
 FE1414
 FE1414.The geoid height was determined by GEOID03.
 FE1414
 FE1414.The dynamic height is computed by dividing the NAVD 88
 FE1414.geopotential number by the normal gravity value computed on the
 FE1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1414.degrees latitude (g = 980.6199 gals.).
 FE1414
 FE1414.The modeled gravity was interpolated from observed gravity values.
 FE1414
 FE1414;                    North         East    Units  Estimated Accuracy
 FE1414;SPC TN       -   109,350.      237,010.      MT  (+/- 180 meters Scaled)
 FE1414
 FE1414                          SUPERSEDED SURVEY CONTROL
 FE1414
 FE1414  NGVD 29 (??/??/??)   67.271  (m)          220.70   (f) ADJUSTED    2 0
 FE1414
 FE1414.Superseded values are not recommended for survey control.
 FE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1414.See file dsdata.txt to determine how the superseded data were derived.
 FE1414
 FE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE279051(NAD 83)
 FE1414_MARKER: P = PIPE CAP
 FE1414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1414_STAMPING: J 90 1957
 FE1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1414
 FE1414  HISTORY     - Date     Condition        Report By
 FE1414  HISTORY     - 1957     MONUMENTED       CGS
 FE1414
 FE1414                          STATION DESCRIPTION
 FE1414
 FE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1414'1.8 MI SW FROM WOODSTOCK.
 FE1414'ABOUT 1.75 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1414'FROM THE STATION AT WOODSTOCK, ABOUT 0.4 MILE SOUTHWEST OF
 FE1414'MILEPOST NO. 382, 122 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 87
 FE1414'FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 6816 AND ON A SMALL
 FE1414'KNOLL, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 14 FEET BELOW
 FE1414'THE LEVEL OF THE TRACK, A DISK ON A 2 1/2 INCH PIPE PROJECTING
 FE1414'5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1550 ***********************************************************************
 FE1550  DESIGNATION -  J 91
 FE1550  PID         -  FE1550
 FE1550  STATE/COUNTY-  TN/LAUDERDALE
 FE1550  USGS QUAD   -  OPEN LAKE (1983)
 FE1550
 FE1550                         *CURRENT SURVEY CONTROL
 FE1550  ___________________________________________________________________
 FE1550* NAD 83(1986)-  35 52 21.     (N)    089 42 29.     (W)     SCALED    
 FE1550* NAVD 88     -        77.593  (meters)     254.57   (feet)  ADJUSTED  
 FE1550  ___________________________________________________________________
 FE1550  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE1550  DYNAMIC HT  -          77.528 (meters)     254.36  (feet)  COMP
 FE1550  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1550
 FE1550  VERT ORDER  -  FIRST     CLASS II
 FE1550
 FE1550.The horizontal coordinates were scaled from a topographic map and have
 FE1550.an estimated accuracy of +/- 6 seconds.
 FE1550
 FE1550.The orthometric height was determined by differential leveling
 FE1550.and adjusted by the National Geodetic Survey in June 1991..
 FE1550
 FE1550.The geoid height was determined by GEOID03.
 FE1550
 FE1550.The dynamic height is computed by dividing the NAVD 88
 FE1550.geopotential number by the normal gravity value computed on the
 FE1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1550.degrees latitude (g = 980.6199 gals.).
 FE1550
 FE1550.The modeled gravity was interpolated from observed gravity values.
 FE1550
 FE1550;                    North         East    Units  Estimated Accuracy
 FE1550;SPC TN       -   177,110.      265,230.      MT  (+/- 180 meters Scaled)
 FE1550
 FE1550                          SUPERSEDED SURVEY CONTROL
 FE1550
 FE1550  NGVD 29 (??/??/??)   77.541  (m)          254.40   (f) ADJUSTED    1 2
 FE1550
 FE1550.Superseded values are not recommended for survey control.
 FE1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1550.See file dsdata.txt to determine how the superseded data were derived.
 FE1550
 FE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE555731(NAD 83)
 FE1550_MARKER: DB = BENCH MARK DISK
 FE1550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1550_SP_SET: 56 FEET
 FE1550_STAMPING: J 91 1957
 FE1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1550
 FE1550  HISTORY     - Date     Condition        Report By
 FE1550  HISTORY     - 1957     MONUMENTED       CGS
 FE1550  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1550
 FE1550                          STATION DESCRIPTION
 FE1550
 FE1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1550'3.6 MI E FROM BARR.
 FE1550'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND POST
 FE1550'OFFICE AT BARR, THENCE 2.6 MILES NORTHEAST ALONG THE GRAVEL ROAD
 FE1550'LEADING TO HALES POINT, ON THE EAST BANK OF A SMALL LAKE KNOWN AS
 FE1550'WADLOWS POCKET, 205 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 FE1550'ROAD, 82 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT
 FE1550'HOUSE WHICH IS BUILT ON STILTS, 61 1/2 FEET NORTHWEST OF THE
 FE1550'NORTHWEST CORNER OF A CLUB HOUSE WHICH IS ALSO BUILT ON STILTS,
 FE1550'51 FEET WEST-NORTHWEST OF A POWER LINE POLE, 36 FEET
 FE1550'SOUTH-SOUTHEAST OF A LONE 30 INCH THORN TREE, 12 FEET
 FE1550'SOUTH-SOUTHEAST OF A WELL PUMP, 1 FOOT ABOVE THE LEVEL OF THE
 FE1550'ROAD AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 FE1550'1 INCH AND PROTECTED BY A 4 INCH TILE PROJECTING 1 1/2 INCH.
 FE1550'ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1550
 FE1550                          STATION RECOVERY (2002)
 FE1550
 FE1550'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1550'MONUMENT PROBABLY STILL EXISTS. REFERENCES ARE ALL DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1561 ***********************************************************************
 FE1561  DESIGNATION -  J 92
 FE1561  PID         -  FE1561
 FE1561  STATE/COUNTY-  TN/LAUDERDALE
 FE1561  USGS QUAD   -  OPEN LAKE (1983)
 FE1561
 FE1561                         *CURRENT SURVEY CONTROL
 FE1561  ___________________________________________________________________
 FE1561* NAD 83(1986)-  35 51 42.     (N)    089 43 00.     (W)     SCALED    
 FE1561* NAVD 88     -        77.023  (meters)     252.70   (feet)  ADJUSTED  
 FE1561  ___________________________________________________________________
 FE1561  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE1561  DYNAMIC HT  -          76.958 (meters)     252.49  (feet)  COMP
 FE1561  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 FE1561
 FE1561  VERT ORDER  -  FIRST     CLASS II
 FE1561
 FE1561.The horizontal coordinates were scaled from a topographic map and have
 FE1561.an estimated accuracy of +/- 6 seconds.
 FE1561
 FE1561.The orthometric height was determined by differential leveling
 FE1561.and adjusted by the National Geodetic Survey in June 1991..
 FE1561
 FE1561.The geoid height was determined by GEOID03.
 FE1561
 FE1561.The dynamic height is computed by dividing the NAVD 88
 FE1561.geopotential number by the normal gravity value computed on the
 FE1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1561.degrees latitude (g = 980.6199 gals.).
 FE1561
 FE1561.The modeled gravity was interpolated from observed gravity values.
 FE1561
 FE1561;                    North         East    Units  Estimated Accuracy
 FE1561;SPC TN       -   175,940.      264,410.      MT  (+/- 180 meters Scaled)
 FE1561
 FE1561                          SUPERSEDED SURVEY CONTROL
 FE1561
 FE1561  NGVD 29 (??/??/??)   76.976  (m)          252.55   (f) ADJUSTED    1 2
 FE1561
 FE1561.Superseded values are not recommended for survey control.
 FE1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1561.See file dsdata.txt to determine how the superseded data were derived.
 FE1561
 FE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE546720(NAD 83)
 FE1561_MARKER: DB = BENCH MARK DISK
 FE1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1561_STAMPING: J 92 1957
 FE1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1561+STABILITY: SURFACE MOTION
 FE1561
 FE1561  HISTORY     - Date     Condition        Report By
 FE1561  HISTORY     - 1957     MONUMENTED       CGS
 FE1561  HISTORY     - 20020802 MARK NOT FOUND   USACE
 FE1561
 FE1561                          STATION DESCRIPTION
 FE1561
 FE1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1561'2.6 MI SE FROM BARR.
 FE1561'2.6 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM
 FE1561'THE STORE AND POST OFFICE AT BARR, 38 FEET SOUTHWEST OF THE CENTER
 FE1561'LINE OF THE ROAD, 233 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD
 FE1561'FROM A BLAZED LONE 18-INCH PECAN TREE IN A PLOWED FIELD ON THE
 FE1561'NORTHEAST SIDE OF THE ROAD, 53 FEET NORTH OF A BLAZED 36-INCH
 FE1561'SYCAMORE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1561'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1561'POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1561
 FE1561                          STATION RECOVERY (2002)
 FE1561
 FE1561'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1321 ***********************************************************************
 FE1321  DESIGNATION -  J 93
 FE1321  PID         -  FE1321
 FE1321  STATE/COUNTY-  TN/TIPTON
 FE1321  USGS QUAD   -  MUNFORD (1983)
 FE1321
 FE1321                         *CURRENT SURVEY CONTROL
 FE1321  ___________________________________________________________________
 FE1321* NAD 83(1986)-  35 27 04.     (N)    089 51 07.     (W)     SCALED    
 FE1321* NAVD 88     -       128.033  (meters)     420.05   (feet)  ADJUSTED  
 FE1321  ___________________________________________________________________
 FE1321  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1321  DYNAMIC HT  -         127.921 (meters)     419.69  (feet)  COMP
 FE1321  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 FE1321
 FE1321  VERT ORDER  -  FIRST     CLASS I
 FE1321
 FE1321.The horizontal coordinates were scaled from a topographic map and have
 FE1321.an estimated accuracy of +/- 6 seconds.
 FE1321
 FE1321.The orthometric height was determined by differential leveling
 FE1321.and adjusted by the National Geodetic Survey in June 1991..
 FE1321
 FE1321.The geoid height was determined by GEOID03.
 FE1321
 FE1321.The dynamic height is computed by dividing the NAVD 88
 FE1321.geopotential number by the normal gravity value computed on the
 FE1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1321.degrees latitude (g = 980.6199 gals.).
 FE1321
 FE1321.The modeled gravity was interpolated from observed gravity values.
 FE1321
 FE1321;                    North         East    Units  Estimated Accuracy
 FE1321;SPC TN       -   130,900.      250,400.      MT  (+/- 180 meters Scaled)
 FE1321
 FE1321                          SUPERSEDED SURVEY CONTROL
 FE1321
 FE1321  NGVD 29 (??/??/??)  128.008  (m)          419.97   (f) ADJUSTED    1 1
 FE1321
 FE1321.Superseded values are not recommended for survey control.
 FE1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1321.See file dsdata.txt to determine how the superseded data were derived.
 FE1321
 FE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE411268(NAD 83)
 FE1321_MARKER: DB = BENCH MARK DISK
 FE1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1321_STAMPING: J 93 1957
 FE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1321+STABILITY: SURFACE MOTION
 FE1321
 FE1321  HISTORY     - Date     Condition        Report By
 FE1321  HISTORY     - 1957     MONUMENTED       CGS
 FE1321  HISTORY     - 1974     GOOD             NGS
 FE1321  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1321
 FE1321                          STATION DESCRIPTION
 FE1321
 FE1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1321'2.2 MI W FROM MUNFORD.
 FE1321'ABOUT 2.2 MILES WEST ALONG AN ASPHALT ROAD FROM THE
 FE1321'MUNFORD-PRESBYTERIAN CHURCH AT MUNFORD, 138 FEET NORTH OF AND
 FE1321'ACROSS AN ASPHALT ROAD FROM THE NORTHWEST CORNER OF A RED BRICK
 FE1321'HOUSE, 51 FEET NORTHWEST OF THE CENTER OF THE JUNCTION WITH A
 FE1321'PAVED ROAD LEADING SOUTH, 22 FEET WEST OF THE CENTER LINE OF A
 FE1321'FIELD ROAD, INSIDE OF A FENCE, 4 FEET WEST OF A CORNER POST, 10
 FE1321'FEET SOUTH OF A POWER POLE 52, 1 FOOT NORTH OF A FENCE, 3 FEET
 FE1321'ABOVE THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE1321'3-INCHES.
 FE1321
 FE1321                          STATION RECOVERY (2002)
 FE1321
 FE1321'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1715 ***********************************************************************
 FE1715  DESIGNATION -  J 94
 FE1715  PID         -  FE1715
 FE1715  STATE/COUNTY-  TN/LAUDERDALE
 FE1715  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1715
 FE1715                         *CURRENT SURVEY CONTROL
 FE1715  ___________________________________________________________________
 FE1715* NAD 83(1986)-  35 40 20.     (N)    089 34 23.     (W)     SCALED    
 FE1715* NAVD 88     -        89.383  (meters)     293.25   (feet)  ADJUSTED  
 FE1715  ___________________________________________________________________
 FE1715  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1715  DYNAMIC HT  -          89.307 (meters)     293.00  (feet)  COMP
 FE1715  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FE1715
 FE1715  VERT ORDER  -  FIRST     CLASS I
 FE1715
 FE1715.The horizontal coordinates were scaled from a topographic map and have
 FE1715.an estimated accuracy of +/- 6 seconds.
 FE1715
 FE1715.The orthometric height was determined by differential leveling
 FE1715.and adjusted by the National Geodetic Survey in June 1991..
 FE1715.WARNING-Repeat measurements at this control monument indicate possible
 FE1715.vertical movement.
 FE1715
 FE1715.The geoid height was determined by GEOID03.
 FE1715
 FE1715.The dynamic height is computed by dividing the NAVD 88
 FE1715.geopotential number by the normal gravity value computed on the
 FE1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1715.degrees latitude (g = 980.6199 gals.).
 FE1715
 FE1715.The modeled gravity was interpolated from observed gravity values.
 FE1715
 FE1715;                    North         East    Units  Estimated Accuracy
 FE1715;SPC TN       -   154,450.      276,600.      MT  (+/- 180 meters Scaled)
 FE1715
 FE1715                          SUPERSEDED SURVEY CONTROL
 FE1715
 FE1715  NGVD 29 (??/??/??)   89.346  (m)          293.13   (f) ADJUSTED    1 1
 FE1715
 FE1715.Superseded values are not recommended for survey control.
 FE1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1715.See file dsdata.txt to determine how the superseded data were derived.
 FE1715
 FE1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE671506(NAD 83)
 FE1715_MARKER: DB = BENCH MARK DISK
 FE1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1715_SP_SET: BUILDING
 FE1715_STAMPING: J 94 1957
 FE1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1715+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1715
 FE1715  HISTORY     - Date     Condition        Report By
 FE1715  HISTORY     - 1957     MONUMENTED       CGS
 FE1715  HISTORY     - 1974     GOOD             NGS
 FE1715  HISTORY     - 20020808 GOOD             USACE
 FE1715
 FE1715                          STATION DESCRIPTION
 FE1715
 FE1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1715'AT HENNING.
 FE1715'AT HENNING, SET VERTICALLY IN THE NORTHEAST BRICK FACE OF THE
 FE1715'CITY HALL, 94 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 FE1715'TRACK OF THE ILLINOIS CENTRAL RAILROAD, 31 FEET SOUTHWEST OF THE
 FE1715'CENTER LINE OF SIXTH STREET, 46 FEET SOUTHEAST OF THE SOUTHEAST
 FE1715'CURB OF OLD U.S. HIGHWAY 51, 1 FOOT NORTHWEST OF THE EAST CORNER
 FE1715'OF BUILDING, 2 1/2 FEET ABOVE GROUND AND 11 FEET BELOW LEVEL
 FE1715'OF THE RAILS.
 FE1715
 FE1715                          STATION RECOVERY (2002)
 FE1715
 FE1715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0894 ***********************************************************************
 GD0894  DESIGNATION -  J 95
 GD0894  PID         -  GD0894
 GD0894  STATE/COUNTY-  TN/DYER
 GD0894  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0894
 GD0894                         *CURRENT SURVEY CONTROL
 GD0894  ___________________________________________________________________
 GD0894* NAD 83(1986)-  36 02 03.     (N)    089 40 41.     (W)     SCALED    
 GD0894* NAVD 88     -        80.796  (meters)     265.08   (feet)  ADJUSTED  
 GD0894  ___________________________________________________________________
 GD0894  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0894  DYNAMIC HT  -          80.729 (meters)     264.86  (feet)  COMP
 GD0894  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GD0894
 GD0894  VERT ORDER  -  FIRST     CLASS II
 GD0894
 GD0894.The horizontal coordinates were scaled from a topographic map and have
 GD0894.an estimated accuracy of +/- 6 seconds.
 GD0894
 GD0894.The orthometric height was determined by differential leveling
 GD0894.and adjusted by the National Geodetic Survey in June 1991..
 GD0894
 GD0894.The geoid height was determined by GEOID03.
 GD0894
 GD0894.The dynamic height is computed by dividing the NAVD 88
 GD0894.geopotential number by the normal gravity value computed on the
 GD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0894.degrees latitude (g = 980.6199 gals.).
 GD0894
 GD0894.The modeled gravity was interpolated from observed gravity values.
 GD0894
 GD0894;                    North         East    Units  Estimated Accuracy
 GD0894;SPC TN       -   194,930.      268,610.      MT  (+/- 180 meters Scaled)
 GD0894
 GD0894                          SUPERSEDED SURVEY CONTROL
 GD0894
 GD0894  NGVD 29 (??/??/??)   80.736  (m)          264.88   (f) ADJUSTED    1 2
 GD0894
 GD0894.Superseded values are not recommended for survey control.
 GD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0894.See file dsdata.txt to determine how the superseded data were derived.
 GD0894
 GD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587910(NAD 83)
 GD0894_MARKER: DB = BENCH MARK DISK
 GD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0894_STAMPING: J 95 1957
 GD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0894+STABILITY: SURFACE MOTION
 GD0894
 GD0894  HISTORY     - Date     Condition        Report By
 GD0894  HISTORY     - 1957     MONUMENTED       CGS
 GD0894  HISTORY     - 20020717 POOR             USACE
 GD0894
 GD0894                          STATION DESCRIPTION
 GD0894
 GD0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0894'2.4 MI N FROM MIDWAY.
 GD0894'ABOUT 2.35 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GD0894'AND BAPTIST CHURCH AT MIDWAY, ABOUT 1.15 MILES SOUTH OF FERRY
 GD0894'LANDING AT HELOISE, AT A POINT WHERE GRAVEL ROAD CROSSES THE
 GD0894'LEVEE, 44 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 220 FEET
 GD0894'SOUTHEAST OF CENTER LINE OF ROAD AT CENTER OF ITS CROSSING WITH
 GD0894'LEVEE, 46 FEET SOUTH OF SOUTHWEST CORNER OF A TENANT HOUSE OWNED
 GD0894'BY MR. E.R. MOODY, 69 FEET WEST-SOUTHWEST OF A WELL WITH PUMP, 48
 GD0894'FEET SOUTHWEST OF SOUTHWEST CORNER OF A WELL HOUSE, 45 1/2 FEET
 GD0894'SOUTHWEST OF ANOTHER WELL WITH PUMP, 1 1/2 FEET NORTHEAST OF A
 GD0894'FENCE CORNER, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 1/2
 GD0894'FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0894'PROJECTING 5 INCHES.
 GD0894
 GD0894                          STATION RECOVERY (2002)
 GD0894
 GD0894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0894'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0935 ***********************************************************************
 GA0935  DESIGNATION -  J 97
 GA0935  PID         -  GA0935
 GA0935  STATE/COUNTY-  TN/WASHINGTON
 GA0935  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0935
 GA0935                         *CURRENT SURVEY CONTROL
 GA0935  ___________________________________________________________________
 GA0935* NAD 83(1986)-  36 25 06.     (N)    082 37 25.     (W)     SCALED    
 GA0935* NAVD 88     -       456.682  (meters)    1498.30   (feet)  ADJUSTED  
 GA0935  ___________________________________________________________________
 GA0935  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0935  DYNAMIC HT  -         456.256 (meters)    1496.90  (feet)  COMP
 GA0935  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 GA0935
 GA0935  VERT ORDER  -  SECOND    CLASS 0
 GA0935
 GA0935.The horizontal coordinates were scaled from a topographic map and have
 GA0935.an estimated accuracy of +/- 6 seconds.
 GA0935
 GA0935.The orthometric height was determined by differential leveling
 GA0935.and adjusted by the National Geodetic Survey in June 1991..
 GA0935
 GA0935.The geoid height was determined by GEOID03.
 GA0935
 GA0935.The dynamic height is computed by dividing the NAVD 88
 GA0935.geopotential number by the normal gravity value computed on the
 GA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0935.degrees latitude (g = 980.6199 gals.).
 GA0935
 GA0935.The modeled gravity was interpolated from observed gravity values.
 GA0935
 GA0935;                    North         East    Units  Estimated Accuracy
 GA0935;SPC TN       -   236,560.      902,750.      MT  (+/- 180 meters Scaled)
 GA0935
 GA0935                          SUPERSEDED SURVEY CONTROL
 GA0935
 GA0935  NGVD 29 (??/??/92)  456.819  (m)         1498.75   (f) ADJ UNCH    2 0
 GA0935
 GA0935.Superseded values are not recommended for survey control.
 GA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0935.See file dsdata.txt to determine how the superseded data were derived.
 GA0935
 GA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA544315(NAD 83)
 GA0935_MARKER: DB = BENCH MARK DISK
 GA0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0935_SP_SET: BUILDING
 GA0935_STAMPING: J 97 1935
 GA0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0935
 GA0935  HISTORY     - Date     Condition        Report By
 GA0935  HISTORY     - 1935     MONUMENTED       CGS
 GA0935  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0935
 GA0935                          STATION DESCRIPTION
 GA0935
 GA0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0935'AT FALL BRANCH.
 GA0935'AT FALL BRANCH, WASHINGTON COUNTY, ON STATE HIGHWAY 81, 50 FEET
 GA0935'SOUTH OF A CROSSROADS, IN THE WEST FACE OF THE POST OFFICE, 38
 GA0935'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE
 GA0935'MAIN ENTRANCE STEPS, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 GA0935'STANDARD DISK, STAMPED J 97 1935.
 GA0935
 GA0935                          STATION RECOVERY (2001)
 GA0935
 GA0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0812 ***********************************************************************
 GA0812  DESIGNATION -  J 98
 GA0812  PID         -  GA0812
 GA0812  STATE/COUNTY-  TN/GREENE
 GA0812  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0812
 GA0812                         *CURRENT SURVEY CONTROL
 GA0812  ___________________________________________________________________
 GA0812* NAD 83(1986)-  36 21 22.     (N)    082 39 47.     (W)     SCALED    
 GA0812* NAVD 88     -       492.648  (meters)    1616.30   (feet)  ADJUSTED  
 GA0812  ___________________________________________________________________
 GA0812  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0812  DYNAMIC HT  -         492.182 (meters)    1614.77  (feet)  COMP
 GA0812  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 GA0812
 GA0812  VERT ORDER  -  SECOND    CLASS 0
 GA0812
 GA0812.The horizontal coordinates were scaled from a topographic map and have
 GA0812.an estimated accuracy of +/- 6 seconds.
 GA0812
 GA0812.The orthometric height was determined by differential leveling
 GA0812.and adjusted by the National Geodetic Survey in June 1991..
 GA0812
 GA0812.The geoid height was determined by GEOID03.
 GA0812
 GA0812.The dynamic height is computed by dividing the NAVD 88
 GA0812.geopotential number by the normal gravity value computed on the
 GA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0812.degrees latitude (g = 980.6199 gals.).
 GA0812
 GA0812.The modeled gravity was interpolated from observed gravity values.
 GA0812
 GA0812;                    North         East    Units  Estimated Accuracy
 GA0812;SPC TN       -   229,540.      899,450.      MT  (+/- 180 meters Scaled)
 GA0812
 GA0812                          SUPERSEDED SURVEY CONTROL
 GA0812
 GA0812  NGVD 29 (??/??/92)  492.788  (m)         1616.76   (f) ADJ UNCH    2 0
 GA0812
 GA0812.Superseded values are not recommended for survey control.
 GA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0812.See file dsdata.txt to determine how the superseded data were derived.
 GA0812
 GA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA507247(NAD 83)
 GA0812_MARKER: DB = BENCH MARK DISK
 GA0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0812_STAMPING: J 98 1935
 GA0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0812+STABILITY: SURFACE MOTION
 GA0812
 GA0812  HISTORY     - Date     Condition        Report By
 GA0812  HISTORY     - 1935     MONUMENTED       CGS
 GA0812
 GA0812                          STATION DESCRIPTION
 GA0812
 GA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0812'6.4 MI SW FROM FALL BRANCH.
 GA0812'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0812'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 3.2 MILES SOUTHWEST
 GA0812'ALONG STATE HIGHWAY 93, 40 YARDS WEST OF BETHSEDA SCHOOL, 50
 GA0812'YARDS NORTHWEST OF THE B.C. BAXTER RESIDENCE, 13 YARDS SOUTHWEST
 GA0812'OF THE SOUTHWEST CORNER OF THE B.C. BAXTER STORE, 12 YARDS
 GA0812'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 YARD NORTHEAST OF
 GA0812'A FRAME STOREROOM, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 GA0812'STANDARD DISK, STAMPED J 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0812'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0748 ***********************************************************************
 FC0748  DESIGNATION -  J D M 11
 FC0748  PID         -  FC0748
 FC0748  STATE/COUNTY-  TN/RHEA
 FC0748  USGS QUAD   -  DECATUR (1973)
 FC0748
 FC0748                         *CURRENT SURVEY CONTROL
 FC0748  ___________________________________________________________________
 FC0748* NAD 83(1986)-  35 36 51.     (N)    084 47 50.     (W)     SCALED    
 FC0748* NAVD 88     -       236.197  (meters)     774.92   (feet)  ADJUSTED  
 FC0748  ___________________________________________________________________
 FC0748  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0748  DYNAMIC HT  -         235.974 (meters)     774.19  (feet)  COMP
 FC0748  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0748
 FC0748  VERT ORDER  -  FIRST     CLASS II
 FC0748
 FC0748.The horizontal coordinates were scaled from a topographic map and have
 FC0748.an estimated accuracy of +/- 6 seconds.
 FC0748
 FC0748.The orthometric height was determined by differential leveling
 FC0748.and adjusted by the National Geodetic Survey in June 1991..
 FC0748
 FC0748.The geoid height was determined by GEOID03.
 FC0748
 FC0748.The dynamic height is computed by dividing the NAVD 88
 FC0748.geopotential number by the normal gravity value computed on the
 FC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0748.degrees latitude (g = 980.6199 gals.).
 FC0748
 FC0748.The modeled gravity was interpolated from observed gravity values.
 FC0748
 FC0748;                    North         East    Units  Estimated Accuracy
 FC0748;SPC TN       -   142,780.      708,970.      MT  (+/- 180 meters Scaled)
 FC0748
 FC0748                          SUPERSEDED SURVEY CONTROL
 FC0748
 FC0748  NGVD 29 (??/??/92)  236.280  (m)          775.20   (f) ADJ UNCH    1 2
 FC0748
 FC0748.Superseded values are not recommended for survey control.
 FC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0748.See file dsdata.txt to determine how the superseded data were derived.
 FC0748
 FC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE995433(NAD 83)
 FC0748_MARKER: DD = SURVEY DISK
 FC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0748_STAMPING: J D M 11
 FC0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0748+STABILITY: SURFACE MOTION
 FC0748
 FC0748  HISTORY     - Date     Condition        Report By
 FC0748  HISTORY     - UNK      MONUMENTED       TVA
 FC0748  HISTORY     - 1950     GOOD             NGS
 FC0748
 FC0748                          STATION DESCRIPTION
 FC0748
 FC0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0748'8.8 MI SE FROM SPRING CITY.
 FC0748'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0748'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.05 MILES EAST
 FC0748'ALONG STATE HIGHWAY 68, IN THE TRIANGLE FORMED BY THE JUNCTION
 FC0748'OF THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHEAST TO WATTS
 FC0748'BAR DAM AND POWER HOUSE, 67.2 FEET WEST OF THE EAST CONCRETE
 FC0748'CURB OF THE TRIANGLE, 17.5 FEET SOUTHEAST OF THE NORTHWEST CURB
 FC0748'OF THE TRIANGLE, 17 FEET NORTH OF THE SOUTH CURB OF THE TRIANGLE,
 FC0748'29.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET NORTH
 FC0748'OF THE NORTH RAIL OF THE WATTS BAR SPUR RAILWAY, 58.5 FEET
 FC0748'NORTHWEST AND ACROSS HIGHWAY FROM NAIL AND WASHER IN GUARD RAIL
 FC0748'POST, 50.1 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM NAIL AND
 FC0748'WASHER IN GUARD RAIL POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 FC0748'SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0749 ***********************************************************************
 FC0749  DESIGNATION -  J D M 13
 FC0749  PID         -  FC0749
 FC0749  STATE/COUNTY-  TN/RHEA
 FC0749  USGS QUAD   -  DECATUR (1973)
 FC0749
 FC0749                         *CURRENT SURVEY CONTROL
 FC0749  ___________________________________________________________________
 FC0749* NAD 83(1986)-  35 36 47.     (N)    084 47 39.     (W)     SCALED    
 FC0749* NAVD 88     -       237.713  (meters)     779.90   (feet)  ADJUSTED  
 FC0749  ___________________________________________________________________
 FC0749  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0749  DYNAMIC HT  -         237.488 (meters)     779.16  (feet)  COMP
 FC0749  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FC0749
 FC0749  VERT ORDER  -  FIRST     CLASS II
 FC0749
 FC0749.The horizontal coordinates were scaled from a topographic map and have
 FC0749.an estimated accuracy of +/- 6 seconds.
 FC0749
 FC0749.The orthometric height was determined by differential leveling
 FC0749.and adjusted by the National Geodetic Survey in June 1991..
 FC0749
 FC0749.The geoid height was determined by GEOID03.
 FC0749
 FC0749.The dynamic height is computed by dividing the NAVD 88
 FC0749.geopotential number by the normal gravity value computed on the
 FC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0749.degrees latitude (g = 980.6199 gals.).
 FC0749
 FC0749.The modeled gravity was interpolated from observed gravity values.
 FC0749
 FC0749;                    North         East    Units  Estimated Accuracy
 FC0749;SPC TN       -   142,660.      709,240.      MT  (+/- 180 meters Scaled)
 FC0749
 FC0749                          SUPERSEDED SURVEY CONTROL
 FC0749
 FC0749  NGVD 29 (??/??/92)  237.795  (m)          780.17   (f) ADJ UNCH    1 2
 FC0749
 FC0749.Superseded values are not recommended for survey control.
 FC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0749.See file dsdata.txt to determine how the superseded data were derived.
 FC0749
 FC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE997432(NAD 83)
 FC0749_MARKER: DD = SURVEY DISK
 FC0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0749_STAMPING: J D M 13
 FC0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0749+STABILITY: SURFACE MOTION
 FC0749
 FC0749  HISTORY     - Date     Condition        Report By
 FC0749  HISTORY     - UNK      MONUMENTED       TVA
 FC0749  HISTORY     - 1950     GOOD             NGS
 FC0749
 FC0749                          STATION DESCRIPTION
 FC0749
 FC0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0749'9 MI SE FROM SPRING CITY.
 FC0749'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0749'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.2 MILES EAST ALONG
 FC0749'STATE HIGHWAY 68, ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF
 FC0749'THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHEAST TO WATTS BAR
 FC0749'AND POWER HOUSE, 52.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0749'HIGHWAY, 93 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FC0749'NORTHEAST RAIL OF THE WATTS BAR SPUR RAILWAY, 81 FEET NORTH OF
 FC0749'THE NORTHWEST END POST OF A ROW OF GUARD RAIL POSTS, 24.5 FEET
 FC0749'SOUTH OF A HIGHWAY R/W MARKER POST, 5 FEET NORTH OF AN 8-INCH
 FC0749'OAK TREE WITH NAIL AND WASHER, 1 FOOT SOUTH OF A T.V.A. STEEL
 FC0749'WITNESS POST, ABOUT 5 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 FC0749'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0751 ***********************************************************************
 FC0751  DESIGNATION -  J D M 34
 FC0751  PID         -  FC0751
 FC0751  STATE/COUNTY-  TN/RHEA
 FC0751  USGS QUAD   -  DECATUR (1973)
 FC0751
 FC0751                         *CURRENT SURVEY CONTROL
 FC0751  ___________________________________________________________________
 FC0751* NAD 83(1986)-  35 36 54.     (N)    084 46 55.     (W)     SCALED    
 FC0751* NAVD 88     -       214.652  (meters)     704.24   (feet)  ADJUSTED  
 FC0751  ___________________________________________________________________
 FC0751  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0751  DYNAMIC HT  -         214.448 (meters)     703.57  (feet)  COMP
 FC0751  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC0751
 FC0751  VERT ORDER  -  FIRST     CLASS II
 FC0751
 FC0751.The horizontal coordinates were scaled from a topographic map and have
 FC0751.an estimated accuracy of +/- 6 seconds.
 FC0751
 FC0751.The orthometric height was determined by differential leveling
 FC0751.and adjusted by the National Geodetic Survey in June 1991..
 FC0751
 FC0751.The geoid height was determined by GEOID03.
 FC0751
 FC0751.The dynamic height is computed by dividing the NAVD 88
 FC0751.geopotential number by the normal gravity value computed on the
 FC0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0751.degrees latitude (g = 980.6199 gals.).
 FC0751
 FC0751.The modeled gravity was interpolated from observed gravity values.
 FC0751
 FC0751;                    North         East    Units  Estimated Accuracy
 FC0751;SPC TN       -   142,890.      710,350.      MT  (+/- 180 meters Scaled)
 FC0751
 FC0751                          SUPERSEDED SURVEY CONTROL
 FC0751
 FC0751  NGVD 29 (??/??/92)  214.735  (m)          704.51   (f) ADJ UNCH    1 2
 FC0751
 FC0751.Superseded values are not recommended for survey control.
 FC0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0751.See file dsdata.txt to determine how the superseded data were derived.
 FC0751
 FC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE008435(NAD 83)
 FC0751_MARKER: DD = SURVEY DISK
 FC0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0751_STAMPING: J D M 34
 FC0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0751+STABILITY: SURFACE MOTION
 FC0751
 FC0751  HISTORY     - Date     Condition        Report By
 FC0751  HISTORY     - UNK      MONUMENTED       TVA
 FC0751  HISTORY     - 1950     GOOD             NGS
 FC0751
 FC0751                          STATION DESCRIPTION
 FC0751
 FC0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0751'10.2 MI SE FROM SPRING CITY.
 FC0751'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0751'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.65 MILES SOUTHEAST
 FC0751'ALONG STATE HIGHWAY 68, THENCE ABOUT 0.7 MILE NORTH ALONG BLACK
 FC0751'TOP ROAD LEADING TO WATTS BAR DAM, ALONG A SPUR RAILWAY CONNECTING
 FC0751'THE WEST END OF THE DAM AND THE STEAM PLANT, ABOUT 0.4 MILE
 FC0751'SOUTH ALONG THE RAILWAY SPUR FROM THE WEST END OF THE DAM, ABOUT
 FC0751'0.25 MILE NORTHEAST OF THE STEAM PLANT, 90 YARDS SOUTH OF THE
 FC0751'SOUTH END OF A WAREHOUSE, 11 FEET SOUTHWEST OF THE SOUTHWEST
 FC0751'RAIL OF THE SOUTHWEST TRACK, 23.5 FEET NORTHWEST OF A SWITCH STAND,
 FC0751'1 FOOT NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT
 FC0751'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0751'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0813 ***********************************************************************
 GB0813  DESIGNATION -  JACK
 GB0813  PID         -  GB0813
 GB0813  STATE/COUNTY-  TN/CAMPBELL
 GB0813  USGS QUAD   -  JACKSBORO (1991)
 GB0813
 GB0813                         *CURRENT SURVEY CONTROL
 GB0813  ___________________________________________________________________
 GB0813* NAD 83(1995)-  36 20 13.62168(N)    084 10 24.30671(W)     ADJUSTED  
 GB0813* NAVD 88     -       351.616  (meters)    1153.59   (feet)  ADJUSTED  
 GB0813  ___________________________________________________________________
 GB0813  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 GB0813  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0813  DYNAMIC HT  -         351.305 (meters)    1152.57  (feet)  COMP
 GB0813  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 GB0813
 GB0813  HORZ ORDER  -  SECOND
 GB0813  VERT ORDER  -  SECOND    CLASS 0
 GB0813
 GB0813.The horizontal coordinates were established by classical geodetic methods
 GB0813.and adjusted by the National Geodetic Survey in April 1999..
 GB0813
 GB0813.The orthometric height was determined by differential leveling
 GB0813.and adjusted by the National Geodetic Survey in June 1991..
 GB0813
 GB0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0813
 GB0813.The geoid height was determined by GEOID03.
 GB0813
 GB0813.The dynamic height is computed by dividing the NAVD 88
 GB0813.geopotential number by the normal gravity value computed on the
 GB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0813.degrees latitude (g = 980.6199 gals.).
 GB0813
 GB0813.The modeled gravity was interpolated from observed gravity values.
 GB0813
 GB0813;                    North         East     Units Scale Factor Converg.
 GB0813;SPC TN       -   223,851.683   763,975.856   MT  0.99998686   +1 04 09.7
 GB0813;SPC TN       -   734,420.06  2,506,477.45   sFT  0.99998686   +1 04 09.7
 GB0813;UTM  16      - 4,025,050.433   753,695.318   MT  1.00039307   +1 40 32.7
 GB0813
 GB0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0813!SPC TN       -   0.99994951  x   0.99998686  =   0.99993637
 GB0813!UTM  16      -   0.99994951  x   1.00039307  =   1.00034256
 GB0813
 GB0813|---------------------------------------------------------------------|
 GB0813| PID    Reference Object                     Distance      Geod. Az  |
 GB0813|                                                           dddmmss.s |
 GB0813| GB0812 JACK RM 1                             7.994 METERS 03323     |
 GB0813| GB0814 JACK RM 2                             7.375 METERS 21544     |
 GB0813|---------------------------------------------------------------------|
 GB0813
 GB0813                          SUPERSEDED SURVEY CONTROL
 GB0813
 GB0813  NAD 83(1995)-  36 20 13.62313(N)    084 10 24.31014(W) AD(       ) 2
 GB0813  NAD 83(1995)-  36 20 13.62873(N)    084 10 24.31075(W) AD(       ) 2
 GB0813  NAD 83(1986)-  36 20 13.63192(N)    084 10 24.30766(W) AD(       ) 2
 GB0813  NAD 27      -  36 20 13.33518(N)    084 10 24.57281(W) AD(       ) 2
 GB0813  NGVD 29 (??/??/92)  351.715  (m)         1153.92   (f) ADJ UNCH    2 0
 GB0813
 GB0813.Superseded values are not recommended for survey control.
 GB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0813.See file dsdata.txt to determine how the superseded data were derived.
 GB0813
 GB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5369525050(NAD 83)
 GB0813_MARKER: DD = SURVEY DISK
 GB0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0813_STAMPING: JACK 1964
 GB0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0813+STABILITY: SURFACE MOTION
 GB0813
 GB0813  HISTORY     - Date     Condition        Report By
 GB0813  HISTORY     - 1964     MONUMENTED       TNHD
 GB0813  HISTORY     - 1965     GOOD             TNHD
 GB0813  HISTORY     - 1976     MARK NOT FOUND   NGS
 GB0813
 GB0813                          STATION DESCRIPTION
 GB0813
 GB0813'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0813'THE STATION IS LOCATED ABOUT 0.6 MILE NORTHEAST OF JACKSBORO.
 GB0813'
 GB0813'TO REACH THE STATION FROM THE CAMPBELL COUNTY COURTHOUSE IN
 GB0813'JACKSBORO, GO 0.7 MILE
 GB0813'NORTHEAST ON U.  S.  HIGHWAY 25W TO THE MARK ON THE LEFT AS
 GB0813'DESCRIBED.
 GB0813'
 GB0813'THE STATION IS 38.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GB0813'WEST BOUND LANE OF U.S.
 GB0813'HIGHWAY 25W, 12 FEET SOUTHEAST OF UTILITY POLE NO 48, 9
 GB0813'FEET NORTHWEST OF THE EDGE OF
 GB0813'THE BANK OF A HIGHWAY CUT, 6.9 FEET
 GB0813'SOUTHEAST OF A WITNESS POST AND IS ABOUT 8 FEET
 GB0813'ABOVE THE PAVEMENT.
 GB0813'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0813'DEPARTMENT
 GB0813'DISKS AND THE DISKS ARE STAMPED JACK 1964.  THE
 GB0813'UNDERGROUND MARK IS ABOUT 30
 GB0813'INCHES BELOW THE SURFACE.  THE SURFACE
 GB0813'DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB0813'CONCRETE MONUMENT.
 GB0813'
 GB0813'REFERENCE MARK NO. 1 IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0813'OF THE WEST BOUND LANE OF U.
 GB0813'S.  HIGHWAY 25W, 14 FEET NORTHEAST OF THE UTILITY
 GB0813'POLE NO 48 AND 3 FEET NORTHWEST OF
 GB0813'THE EDGE OF THE BANK OF A HIGHWAY
 GB0813'CUT.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0813'DISK SET IN A
 GB0813'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JACK
 GB0813'RM-1 1964.
 GB0813'
 GB0813'REFERENCE MARK NO. 2 IS 33 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0813'OF THE WEST BOUND LANE OF U.
 GB0813'S.  HIGHWAY 25W AND 7 FEET NORTHWEST OF THE EDGE OF
 GB0813'THE BANK OF A HIGHWAY CUT.  IT IS A
 GB0813'STANDARD TENNESSEE HIGHWAY
 GB0813'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0813'CONCRETE MONUMENT AND
 GB0813'THE DISK IS STAMPED JACK RM-2 1964.
 GB0813'
 GB0813'TRAVERSE STATION EAGLE 1961 AND/OR SKY WILL SERVE AS THE AZIMUTH
 GB0813'MARK.
 GB0813'
 GB0813'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0813'
 GB0813'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0813
 GB0813                          STATION RECOVERY (1965)
 GB0813
 GB0813'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0813'0.7 MI NE FROM JACKSBORO.
 GB0813'FROM THE COURT HOUSE IN JACKSBORO, GO 0.7 MILE NORTHEAST ON
 GB0813'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 39 FEET NORTHWEST
 GB0813'OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY
 GB0813'25W, 12 FEET SOUTHEAST OF UTILITY POLE 48, 9 FEET NORTHWEST
 GB0813'OF THE EDGE OF THE BANK OF A HIGHWAY CUT, 6.9 FEET SOUTHEAST OF
 GB0813'A METAL WITNESS POST WITH SIGN AND IS ABOUT 8 FEET ABOVE THE
 GB0813'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0813'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED JACK 1964.
 GB0813
 GB0813                          STATION RECOVERY (1976)
 GB0813
 GB0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB0813'A SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS BUT NOTHING
 GB0813'WAS FOUND.  THE CUT-BANK MENTIONED IN THE DESCRIPTION HAS BEEN
 GB0813'GRADED DOWN AND ALL MARKS ARE ASSUMED DESTROYED BY THE GRADING.
 GB0813'
 GB0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE NORTHEAST
 GB0813'OF JASKSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0853 ***********************************************************************
 GC0853  DESIGNATION -  JACK
 GC0853  PID         -  GC0853
 GC0853  STATE/COUNTY-  TN/ROBERTSON
 GC0853  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0853
 GC0853                         *CURRENT SURVEY CONTROL
 GC0853  ___________________________________________________________________
 GC0853* NAD 83(1995)-  36 23 06.42805(N)    086 59 55.22843(W)     ADJUSTED  
 GC0853* NAVD 88     -       220.813  (meters)     724.45   (feet)  ADJUSTED  
 GC0853  ___________________________________________________________________
 GC0853  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GC0853  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0853  DYNAMIC HT  -         220.626 (meters)     723.84  (feet)  COMP
 GC0853  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GC0853
 GC0853  HORZ ORDER  -  SECOND
 GC0853  VERT ORDER  -  SECOND    CLASS 0
 GC0853
 GC0853.The horizontal coordinates were established by classical geodetic methods
 GC0853.and adjusted by the National Geodetic Survey in April 1999..
 GC0853
 GC0853.The orthometric height was determined by differential leveling
 GC0853.and adjusted by the National Geodetic Survey in June 1991..
 GC0853
 GC0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0853
 GC0853.The geoid height was determined by GEOID03.
 GC0853
 GC0853.The dynamic height is computed by dividing the NAVD 88
 GC0853.geopotential number by the normal gravity value computed on the
 GC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0853.degrees latitude (g = 980.6199 gals.).
 GC0853
 GC0853.The modeled gravity was interpolated from observed gravity values.
 GC0853
 GC0853;                    North         East     Units Scale Factor Converg.
 GC0853;SPC TN       -   228,105.107   510,397.699   MT  0.99999456   -0 35 04.8
 GC0853;SPC TN       -   748,374.84  1,674,529.78   sFT  0.99999456   -0 35 04.8
 GC0853;UTM  16      - 4,026,665.146   500,118.875   MT  0.99960000   +0 00 02.8
 GC0853
 GC0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0853!SPC TN       -   0.99996996  x   0.99999456  =   0.99996453
 GC0853!UTM  16      -   0.99996996  x   0.99960000  =   0.99956998
 GC0853
 GC0853|---------------------------------------------------------------------|
 GC0853| PID    Reference Object                     Distance      Geod. Az  |
 GC0853|                                                           dddmmss.s |
 GC0853| GC0854 JACK RM 1                             7.891 METERS 01939     |
 GC0853| GC0852 JACK RM 2                             7.623 METERS 19722     |
 GC0853| GC1536 JACK AZ MK                                         3050500.5 |
 GC0853|---------------------------------------------------------------------|
 GC0853
 GC0853                          SUPERSEDED SURVEY CONTROL
 GC0853
 GC0853  NAD 83(1995)-  36 23 06.42936(N)    086 59 55.23043(W) AD(       ) 2
 GC0853  NAD 83(1995)-  36 23 06.43196(N)    086 59 55.23186(W) AD(       ) 2
 GC0853  NAD 83(1986)-  36 23 06.43777(N)    086 59 55.23195(W) AD(       ) 2
 GC0853  NAD 27      -  36 23 06.25693(N)    086 59 55.22813(W) AD(       ) 2
 GC0853  NGVD 29 (??/??/92)  220.867  (m)          724.63   (f) ADJ UNCH    2 0
 GC0853
 GC0853.Superseded values are not recommended for survey control.
 GC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0853.See file dsdata.txt to determine how the superseded data were derived.
 GC0853
 GC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0011926665(NAD 83)
 GC0853_MARKER: DD = SURVEY DISK
 GC0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0853_STAMPING: JACK 1965
 GC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0853+STABILITY: SURFACE MOTION
 GC0853
 GC0853  HISTORY     - Date     Condition        Report By
 GC0853  HISTORY     - 1965     MONUMENTED       TNHD
 GC0853  HISTORY     - 1965     GOOD             TNHD
 GC0853
 GC0853                          STATION DESCRIPTION
 GC0853
 GC0853'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0853'2 MI SE FROM PLEASANT VIEW.
 GC0853'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49
 GC0853'AT PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY 41A FOR
 GC0853'0.7 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST, AND GO
 GC0853'0.9 MILE SOUTHEASTERLY TO A CURVE RIGHT AND A GRAVELED ROAD ON
 GC0853'THE LEFT, TURN LEFT AND GO 0.5 MILE EAST ON THE GRAVELED, THEN
 GC0853'TRACK ROAD, TO THE MARK ON THE LEFT, 88 FEET NORTHEAST OF THE
 GC0853'APPROXIMATE CENTER OF THE TRACK ROAD AND IN A CLEARED FIELD.
 GC0853'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC0853'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0853
 GC0853                          STATION RECOVERY (1965)
 GC0853
 GC0853'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC0853'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF JOELTON AND ABOUT
 GC0853'2 MILES SOUTHEAST OF PLEASANT VIEW.
 GC0853'
 GC0853'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC0853'STATE ROUTE 49 AT PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY
 GC0853'41A FOR 0.7 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST, AND GO
 GC0853'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD,
 GC0853'SOUTHEASTERLY, ON THE PAVED ROAD FOR 0.5 MILE TO A CURVE RIGHT AND A
 GC0853'GRAVELED ROAD ON THE LEFT, TURN LEFT AD GO 0.5 MILE EAST ON THE
 GC0853'GRAVELED, THEN TRACK ROAD, TO THE STATION ON THE LEFT.
 GC0853'
 GC0853'THE STATION IS 88 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC0853'TRACK ROAD AND IN A CLEARED FIELD. THE SURFACE AND UNDERGROUND
 GC0853'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GC0853'ARE STAMPED JACK 1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC0853'BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GC0853'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0853'
 GC0853'REFERENCE MARK NO. 1 IS 190 FEET SOUTHWEST OF THE SOUTH EDGE OF A
 GC0853'PATCH OF WOODS. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0853'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC0853'MONUMENT AND THE DISK IS STAMPED JACK RM-1 1965.
 GC0853'
 GC0853'REFERENCE MARK NO. 2 IS 63 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC0853'OF THE TRACK ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0853'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC0853'MONUMENT AND THE DISK IS STAMPED JACK RM-2 1965.
 GC0853'
 GC0853'THE AZIMUTH MARK IS 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC0853'THE PAVED ROAD, 7 FEET SOUTHEAST OF A 4-INCH TWIN-TRUNKED
 GC0853'ELM TREE AND 2.6 FEET NORTHEAST OF A METAL WITNESS POST. THE MARK IS
 GC0853'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0853'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0853'STAMPED JACK AZI 1965.
 GC0853'
 GC0853'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC0853'
 GC0853'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0914 ***********************************************************************
 FD0914  DESIGNATION -  JACK
 FD0914  PID         -  FD0914
 FD0914  STATE/COUNTY-  TN/LAWRENCE
 FD0914  USGS QUAD   -  ETHRIDGE (1988)
 FD0914
 FD0914                         *CURRENT SURVEY CONTROL
 FD0914  ___________________________________________________________________
 FD0914* NAD 83(1995)-  35 16 25.14743(N)    087 19 05.88357(W)     ADJUSTED  
 FD0914* NAVD 88     -       295.287  (meters)     968.79   (feet)  ADJUSTED  
 FD0914  ___________________________________________________________________
 FD0914  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FD0914  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0914  DYNAMIC HT  -         295.007 (meters)     967.87  (feet)  COMP
 FD0914  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FD0914
 FD0914  HORZ ORDER  -  SECOND
 FD0914  VERT ORDER  -  SECOND    CLASS 0
 FD0914
 FD0914.The horizontal coordinates were established by classical geodetic methods
 FD0914.and adjusted by the National Geodetic Survey in April 1999..
 FD0914
 FD0914.The orthometric height was determined by differential leveling
 FD0914.and adjusted by the National Geodetic Survey in June 1991..
 FD0914
 FD0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0914
 FD0914.The geoid height was determined by GEOID03.
 FD0914
 FD0914.The dynamic height is computed by dividing the NAVD 88
 FD0914.geopotential number by the normal gravity value computed on the
 FD0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0914.degrees latitude (g = 980.6199 gals.).
 FD0914
 FD0914.The modeled gravity was interpolated from observed gravity values.
 FD0914
 FD0914;                    North         East     Units Scale Factor Converg.
 FD0914;SPC TN       -   105,136.440   480,060.864   MT  0.99999591   -0 46 18.4
 FD0914;SPC TN       -   344,935.14  1,574,999.68   sFT  0.99999591   -0 46 18.4
 FD0914;UTM  16      - 3,903,437.160   471,051.489   MT  0.99961033   -0 11 01.7
 FD0914
 FD0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0914!SPC TN       -   0.99995800  x   0.99999591  =   0.99995391
 FD0914!UTM  16      -   0.99995800  x   0.99961033  =   0.99956835
 FD0914
 FD0914:                Primary Azimuth Mark                     Grid Az
 FD0914:SPC TN       -  JACK AZ MK                               019 34 14.4
 FD0914:UTM  16      -  JACK AZ MK                               018 58 57.7
 FD0914
 FD0914|---------------------------------------------------------------------|
 FD0914| PID    Reference Object                     Distance      Geod. Az  |
 FD0914|                                                           dddmmss.s |
 FD0914| FD0916 JACK AZ MK                                         0184756.0 |
 FD0914| FD0915 JACK RM 1                            22.423 METERS 10505     |
 FD0914| FD0913 JACK RM 2                            21.762 METERS 20533     |
 FD0914|---------------------------------------------------------------------|
 FD0914
 FD0914                          SUPERSEDED SURVEY CONTROL
 FD0914
 FD0914  NAD 83(1995)-  35 16 25.14909(N)    087 19 05.88434(W) AD(       ) 2
 FD0914  NAD 83(1995)-  35 16 25.15469(N)    087 19 05.88526(W) AD(       ) 2
 FD0914  NAD 83(1986)-  35 16 25.15836(N)    087 19 05.88432(W) AD(       ) 2
 FD0914  NAD 27      -  35 16 24.86650(N)    087 19 05.81580(W) AD(       ) 2
 FD0914  NGVD 29 (??/??/92)  295.249  (m)          968.66   (f) ADJ UNCH    2 0
 FD0914
 FD0914.Superseded values are not recommended for survey control.
 FD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0914.See file dsdata.txt to determine how the superseded data were derived.
 FD0914
 FD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7105103437(NAD 83)
 FD0914_MARKER: DD = SURVEY DISK
 FD0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0914_STAMPING: JACK 1962
 FD0914_MARK LOGO: TNHD  
 FD0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0914+STABILITY: SURFACE MOTION
 FD0914
 FD0914  HISTORY     - Date     Condition        Report By
 FD0914  HISTORY     - 1962     MONUMENTED       TNHD
 FD0914  HISTORY     - 1962     GOOD             TNHD
 FD0914  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0914
 FD0914                          STATION DESCRIPTION
 FD0914
 FD0914'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0914'2 MI N FROM LAWRENCEBURG.
 FD0914'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0914'LAWRENCEBURG, GO 2.4 MILES NORTH ON U.S. HIGHWAY 43 TO A SHARP
 FD0914'CUT AND THE STATION IS ON THE RIGHT.  THE STATION IS 33 FEET
 FD0914'NORTH OF A 14-INCH OAK TREE, 22 FEET WEST OF A 12-INCH OAK TREE,
 FD0914'20.8 FEET SOUTH OF A WITNESS POST, AND 19 FEET EAST OF A HIGHWAY
 FD0914'CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0914'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 FD0914'THE GROUND.
 FD0914
 FD0914                          STATION RECOVERY (1962)
 FD0914
 FD0914'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD0914'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LAWRENCEBURG.
 FD0914'
 FD0914'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0914'HIGHWAY 43 IN
 FD0914'LAWRENCEBURG, GO 2.4 MILES NORTH ON U S HIGHWAY 43 TO A SHARP
 FD0914'HIGHWAY CUT AND THE
 FD0914'STATION ON THE RIGHT.
 FD0914'
 FD0914'THE STATION IS 33 FEET NORTH OF A 14-INCH OAK TREE, 22 FEET WEST OF A
 FD0914'12-INCH OAK TREE, 20.8
 FD0914'FEET SOUTH OF A WITNESS POST, AND 19 FEET EAST OF A
 FD0914'HIGHWAY CUT.  THE SURFACE AND
 FD0914'UNDERGROUND MARKS ARE STANDARD
 FD0914'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 FD0914'STAMPED JACK 1962.  THE
 FD0914'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FD0914'SURFACE DISK IS
 FD0914'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0914'
 FD0914'REFERENCE MARK NO 1 IS 54 FEET WEST OF A 12-INCH OAK TREE, 38 FEET
 FD0914'SOUTH OF A TWIN-TRUNKED
 FD0914'APPLE TREE, AND 36 FEET EAST OF A 15-INCH OAK TREE.  IT
 FD0914'IS A STANDARD TENNESSEE HIGHWAY
 FD0914'DEPARTMENT DISK SET IN A 10-INCH
 FD0914'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0914'STAMPED JACK RM 1
 FD0914'1962.
 FD0914'
 FD0914'REFERENCE MARK NO 2 IS 32 FEET NORTHWEST OF AN 18-INCH OAK TREE, 30
 FD0914'FEET SOUTH OF A 20-INCH OAK
 FD0914'TREE, 29 FEET EAST OF A HIGHWAY CUT, AND 9 FEET
 FD0914'SOUTHEAST OF A 12-INCH OAK TREE.
 FD0914'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0914'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0914'CONCRETE MONUMENT AND
 FD0914'THE DISK IS STAMPED JACK RM 2 1962.
 FD0914'
 FD0914'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0914'HIGHWAY 43, 25 FEET SOUTH
 FD0914'OF THE APPROXIMATE CENTER OF THE DRIVEWAY OF JAMES N
 FD0914'HARRIS, 4 FEET SOUTH OF
 FD0914'TELEPHONE POLE B 64, AND 3.7 FEET SOUTH OF A
 FD0914'WITNESS POST.  THE MARK IS A STANDARD
 FD0914'TENNESSEE HIGHWAY DEPARTMENT
 FD0914'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0914'MONUMENT,
 FD0914'PROJECTING 1-INCH, AND THE DISK IS STAMPED JACK AZI 1962.
 FD0914'
 FD0914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.8 MILE NORTH ON U S
 FD0914'HIGHWAY 43 TO THE MARK ON
 FD0914'THE LEFT.
 FD0914'
 FD0914'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0914'
 FD0914'HEIGHT OF LIGHT ABOVE STATION MARK 22.03 METERS.
 FD0914
 FD0914                          STATION RECOVERY (1983)
 FD0914
 FD0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0914'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1536 ***********************************************************************
 GC1536  DESIGNATION -  JACK AZ MK
 GC1536  PID         -  GC1536
 GC1536  STATE/COUNTY-  TN/ROBERTSON
 GC1536  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1536
 GC1536                         *CURRENT SURVEY CONTROL
 GC1536  ___________________________________________________________________
 GC1536* NAD 83(1986)-  36 23 33.     (N)    087 00 42.     (W)     SCALED    
 GC1536* NAVD 88     -       224.851  (meters)     737.70   (feet)  ADJUSTED  
 GC1536  ___________________________________________________________________
 GC1536  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1536  DYNAMIC HT  -         224.661 (meters)     737.08  (feet)  COMP
 GC1536  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GC1536
 GC1536  VERT ORDER  -  SECOND    CLASS 0
 GC1536
 GC1536.The horizontal coordinates were scaled from a topographic map and have
 GC1536.an estimated accuracy of +/- 6 seconds.
 GC1536
 GC1536.The orthometric height was determined by differential leveling
 GC1536.and adjusted by the National Geodetic Survey in June 1991..
 GC1536
 GC1536.The geoid height was determined by GEOID03.
 GC1536
 GC1536.The dynamic height is computed by dividing the NAVD 88
 GC1536.geopotential number by the normal gravity value computed on the
 GC1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1536.degrees latitude (g = 980.6199 gals.).
 GC1536
 GC1536.The modeled gravity was interpolated from observed gravity values.
 GC1536
 GC1536;                    North         East    Units  Estimated Accuracy
 GC1536;SPC TN       -   228,940.      509,240.      MT  (+/- 180 meters Scaled)
 GC1536
 GC1536                          SUPERSEDED SURVEY CONTROL
 GC1536
 GC1536  NGVD 29 (??/??/92)  224.907  (m)          737.88   (f) ADJ UNCH    2 0
 GC1536
 GC1536.Superseded values are not recommended for survey control.
 GC1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1536.See file dsdata.txt to determine how the superseded data were derived.
 GC1536
 GC1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF989274(NAD 83)
 GC1536_MARKER: DD = SURVEY DISK
 GC1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1536_STAMPING: JACK AZI 1965
 GC1536_MARK LOGO: TNHD  
 GC1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1536+STABILITY: SURFACE MOTION
 GC1536
 GC1536  HISTORY     - Date     Condition        Report By
 GC1536  HISTORY     - 1965     MONUMENTED       TNHD
 GC1536
 GC1536                          STATION DESCRIPTION
 GC1536
 GC1536'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1536'1.1 MI SE FROM PLEASANT VIEW.
 GC1536'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 AT
 GC1536'PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY 41A FOR 0.7 MILE
 GC1536'TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST, AND GO 0.4 MILE TO
 GC1536'THE MARK ON THE RIGHT, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1536'OF THE PAVED ROAD, 7 FEET SOUTHEAST OF A 4-INCH TWIN-TRUNKED
 GC1536'ELM TREE AND 2.6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 GC1536'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1536'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0916 ***********************************************************************
 FD0916  DESIGNATION -  JACK AZ MK
 FD0916  PID         -  FD0916
 FD0916  STATE/COUNTY-  TN/LAWRENCE
 FD0916  USGS QUAD   -  ETHRIDGE (1988)
 FD0916
 FD0916                         *CURRENT SURVEY CONTROL
 FD0916  ___________________________________________________________________
 FD0916* NAD 83(1986)-  35 17 02.     (N)    087 18 51.     (W)     SCALED    
 FD0916* NAVD 88     -       286.431  (meters)     939.73   (feet)  ADJUSTED  
 FD0916  ___________________________________________________________________
 FD0916  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0916  DYNAMIC HT  -         286.159 (meters)     938.84  (feet)  COMP
 FD0916  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FD0916
 FD0916  VERT ORDER  -  FIRST     CLASS II
 FD0916
 FD0916.The horizontal coordinates were scaled from a topographic map and have
 FD0916.an estimated accuracy of +/- 6 seconds.
 FD0916
 FD0916.The orthometric height was determined by differential leveling
 FD0916.and adjusted by the National Geodetic Survey in June 1991..
 FD0916
 FD0916.The geoid height was determined by GEOID03.
 FD0916
 FD0916.The dynamic height is computed by dividing the NAVD 88
 FD0916.geopotential number by the normal gravity value computed on the
 FD0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0916.degrees latitude (g = 980.6199 gals.).
 FD0916
 FD0916.The modeled gravity was interpolated from observed gravity values.
 FD0916
 FD0916;                    North         East    Units  Estimated Accuracy
 FD0916;SPC TN       -   106,270.      480,450.      MT  (+/- 180 meters Scaled)
 FD0916
 FD0916                          SUPERSEDED SURVEY CONTROL
 FD0916
 FD0916  NGVD 29 (??/??/92)  286.398  (m)          939.62   (f) ADJ UNCH    1 2
 FD0916
 FD0916.Superseded values are not recommended for survey control.
 FD0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0916.See file dsdata.txt to determine how the superseded data were derived.
 FD0916
 FD0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE714045(NAD 83)
 FD0916_MARKER: DD = SURVEY DISK
 FD0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0916_STAMPING: JACK AZI 1962
 FD0916_MARK LOGO: TNHD  
 FD0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0916+STABILITY: SURFACE MOTION
 FD0916
 FD0916  HISTORY     - Date     Condition        Report By
 FD0916  HISTORY     - 1962     MONUMENTED       TNHD
 FD0916  HISTORY     - 1983     GOOD             NGS
 FD0916
 FD0916                          STATION DESCRIPTION
 FD0916
 FD0916'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0916'2 MI N FROM LAWRENCEBURG.
 FD0916'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0916'LAWRENCEBURG, GO 3.2 MILES NORTH ON U.S. HIGHWAY 43 TO THE MARK
 FD0916'ON THE LEFT.  THE AZIMUTH IS 30 FEET WEST OF THE CENTERLINE OF
 FD0916'U.S. HIGHWAY 43, 25 FEET SOUTH OF CENTERLINE OF THE DRIVEWAY OF
 FD0916'JAMES N. HARRIS, 4 FEET SOUTH OF TELEPHONE POLE NO. B64, AND 3.7
 FD0916'FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0916'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0916'CONCRETE MONUMENT, PROJECTING 1-INCH ABOVE THE GROUND.
 FD0916
 FD0916                          STATION RECOVERY (1983)
 FD0916
 FD0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0812 ***********************************************************************
 GB0812  DESIGNATION -  JACK RM 1
 GB0812  PID         -  GB0812
 GB0812  STATE/COUNTY-  TN/CAMPBELL
 GB0812  USGS QUAD   -  JACKSBORO (1991)
 GB0812
 GB0812                         *CURRENT SURVEY CONTROL
 GB0812  ___________________________________________________________________
 GB0812* NAD 83(1986)-  36 20 13.     (N)    084 10 25.     (W)     SCALED    
 GB0812* NAVD 88     -       351.636  (meters)    1153.66   (feet)  ADJUSTED  
 GB0812  ___________________________________________________________________
 GB0812  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0812  DYNAMIC HT  -         351.325 (meters)    1152.64  (feet)  COMP
 GB0812  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 GB0812
 GB0812  VERT ORDER  -  SECOND    CLASS 0
 GB0812
 GB0812.The horizontal coordinates were scaled from a topographic map and have
 GB0812.an estimated accuracy of +/- 6 seconds.
 GB0812
 GB0812.The orthometric height was determined by differential leveling
 GB0812.and adjusted by the National Geodetic Survey in June 1991..
 GB0812
 GB0812.The geoid height was determined by GEOID03.
 GB0812
 GB0812.The dynamic height is computed by dividing the NAVD 88
 GB0812.geopotential number by the normal gravity value computed on the
 GB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0812.degrees latitude (g = 980.6199 gals.).
 GB0812
 GB0812.The modeled gravity was interpolated from observed gravity values.
 GB0812
 GB0812;                    North         East    Units  Estimated Accuracy
 GB0812;SPC TN       -   223,830.      763,960.      MT  (+/- 180 meters Scaled)
 GB0812
 GB0812                          SUPERSEDED SURVEY CONTROL
 GB0812
 GB0812  NGVD 29 (??/??/92)  351.734  (m)         1153.98   (f) ADJ UNCH    2 0
 GB0812
 GB0812.Superseded values are not recommended for survey control.
 GB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0812.See file dsdata.txt to determine how the superseded data were derived.
 GB0812
 GB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF536250(NAD 83)
 GB0812_MARKER: DR = REFERENCE MARK DISK
 GB0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0812_STAMPING: JACK RM 1 1964
 GB0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0812+STABILITY: SURFACE MOTION
 GB0812
 GB0812  HISTORY     - Date     Condition        Report By
 GB0812  HISTORY     - 1964     MONUMENTED       TNHD
 GB0812  HISTORY     - 1965     GOOD             TNHD
 GB0812
 GB0812                          STATION DESCRIPTION
 GB0812
 GB0812'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0812'0.7 MI NE FROM JACKSBORO.
 GB0812'THIS MARK IS LOCATED AT THE JACK 1964 STATION SITE, 41 FEET
 GB0812'NORTHWEST OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF
 GB0812'U.S. HIGHWAY 25W, 14 FEET NORTHEAST OF UTILITY POLE NO. 48
 GB0812'AND 3 FEET NORTHWEST OF THE EDGE OF THE BANK OF A HIGHWAY
 GB0812'CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0812'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0812'JACK RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0854 ***********************************************************************
 GC0854  DESIGNATION -  JACK RM 1
 GC0854  PID         -  GC0854
 GC0854  STATE/COUNTY-  TN/ROBERTSON
 GC0854  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0854
 GC0854                         *CURRENT SURVEY CONTROL
 GC0854  ___________________________________________________________________
 GC0854* NAD 83(1986)-  36 23 06.     (N)    086 59 55.     (W)     SCALED    
 GC0854* NAVD 88     -       220.660  (meters)     723.95   (feet)  ADJUSTED  
 GC0854  ___________________________________________________________________
 GC0854  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0854  DYNAMIC HT  -         220.473 (meters)     723.34  (feet)  COMP
 GC0854  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GC0854
 GC0854  VERT ORDER  -  SECOND    CLASS 0
 GC0854
 GC0854.The horizontal coordinates were scaled from a topographic map and have
 GC0854.an estimated accuracy of +/- 6 seconds.
 GC0854
 GC0854.The orthometric height was determined by differential leveling
 GC0854.and adjusted by the National Geodetic Survey in June 1991..
 GC0854
 GC0854.The geoid height was determined by GEOID03.
 GC0854
 GC0854.The dynamic height is computed by dividing the NAVD 88
 GC0854.geopotential number by the normal gravity value computed on the
 GC0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0854.degrees latitude (g = 980.6199 gals.).
 GC0854
 GC0854.The modeled gravity was interpolated from observed gravity values.
 GC0854
 GC0854;                    North         East    Units  Estimated Accuracy
 GC0854;SPC TN       -   228,090.      510,400.      MT  (+/- 180 meters Scaled)
 GC0854
 GC0854                          SUPERSEDED SURVEY CONTROL
 GC0854
 GC0854  NGVD 29 (??/??/92)  220.715  (m)          724.13   (f) ADJ UNCH    2 0
 GC0854
 GC0854.Superseded values are not recommended for survey control.
 GC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0854.See file dsdata.txt to determine how the superseded data were derived.
 GC0854
 GC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF001266(NAD 83)
 GC0854_MARKER: DD = SURVEY DISK
 GC0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0854_STAMPING: JACK RM-1 1965
 GC0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0854+STABILITY: SURFACE MOTION
 GC0854
 GC0854  HISTORY     - Date     Condition        Report By
 GC0854  HISTORY     - 1965     MONUMENTED       TNHD
 GC0854
 GC0854                          STATION DESCRIPTION
 GC0854
 GC0854'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0854'2 MI SE FROM PLEASANT VIEW.
 GC0854'AT THE JACK 1965 STATION SITE, 190 FEET SOUTHWEST OF THE SOUTH
 GC0854'EDGE OF A PATCH OF WOODS.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0854'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0854'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0915 ***********************************************************************
 FD0915  DESIGNATION -  JACK RM 1
 FD0915  PID         -  FD0915
 FD0915  STATE/COUNTY-  TN/LAWRENCE
 FD0915  USGS QUAD   -  ETHRIDGE (1988)
 FD0915
 FD0915                         *CURRENT SURVEY CONTROL
 FD0915  ___________________________________________________________________
 FD0915* NAD 83(1986)-  35 16 25.     (N)    087 19 06.     (W)     SCALED    
 FD0915* NAVD 88     -       294.896  (meters)     967.50   (feet)  ADJUSTED  
 FD0915  ___________________________________________________________________
 FD0915  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0915  DYNAMIC HT  -         294.616 (meters)     966.59  (feet)  COMP
 FD0915  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FD0915
 FD0915  VERT ORDER  -  SECOND    CLASS 0
 FD0915
 FD0915.The horizontal coordinates were scaled from a topographic map and have
 FD0915.an estimated accuracy of +/- 6 seconds.
 FD0915
 FD0915.The orthometric height was determined by differential leveling
 FD0915.and adjusted by the National Geodetic Survey in June 1991..
 FD0915
 FD0915.The geoid height was determined by GEOID03.
 FD0915
 FD0915.The dynamic height is computed by dividing the NAVD 88
 FD0915.geopotential number by the normal gravity value computed on the
 FD0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0915.degrees latitude (g = 980.6199 gals.).
 FD0915
 FD0915.The modeled gravity was interpolated from observed gravity values.
 FD0915
 FD0915;                    North         East    Units  Estimated Accuracy
 FD0915;SPC TN       -   105,130.      480,060.      MT  (+/- 180 meters Scaled)
 FD0915
 FD0915                          SUPERSEDED SURVEY CONTROL
 FD0915
 FD0915  NGVD 29 (??/??/92)  294.858  (m)          967.38   (f) ADJ UNCH    2 0
 FD0915
 FD0915.Superseded values are not recommended for survey control.
 FD0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0915.See file dsdata.txt to determine how the superseded data were derived.
 FD0915
 FD0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE710034(NAD 83)
 FD0915_MARKER: DD = SURVEY DISK
 FD0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0915_STAMPING: JACK RM 1 1962
 FD0915_MARK LOGO: TNHD  
 FD0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0915+STABILITY: SURFACE MOTION
 FD0915
 FD0915  HISTORY     - Date     Condition        Report By
 FD0915  HISTORY     - 1962     MONUMENTED       TNHD
 FD0915  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0915
 FD0915                          STATION DESCRIPTION
 FD0915
 FD0915'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0915'2 MI N FROM LAWRENCEBURG.
 FD0915'THIS MARK IS LOCATED AT THE JACK 1962 STATION SITE, 54 FEET WEST
 FD0915'OF A 12-INCH OAK TREE, 38 FEET SOUTH OF A TWIN-TRUNKED APPLE
 FD0915'TREE, 36 FEET EAST OF A 15-INCH OAK TREE AND 74 FEET EAST OF
 FD0915'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0915'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0915'WITH THE GROUND.
 FD0915
 FD0915                          STATION RECOVERY (1983)
 FD0915
 FD0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0915'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0814 ***********************************************************************
 GB0814  DESIGNATION -  JACK RM 2
 GB0814  PID         -  GB0814
 GB0814  STATE/COUNTY-  TN/CAMPBELL
 GB0814  USGS QUAD   -  JACKSBORO (1991)
 GB0814
 GB0814                         *CURRENT SURVEY CONTROL
 GB0814  ___________________________________________________________________
 GB0814* NAD 83(1986)-  36 20 13.     (N)    084 10 25.     (W)     SCALED    
 GB0814* NAVD 88     -       351.709  (meters)    1153.90   (feet)  ADJUSTED  
 GB0814  ___________________________________________________________________
 GB0814  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0814  DYNAMIC HT  -         351.398 (meters)    1152.88  (feet)  COMP
 GB0814  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 GB0814
 GB0814  VERT ORDER  -  SECOND    CLASS 0
 GB0814
 GB0814.The horizontal coordinates were scaled from a topographic map and have
 GB0814.an estimated accuracy of +/- 6 seconds.
 GB0814
 GB0814.The orthometric height was determined by differential leveling
 GB0814.and adjusted by the National Geodetic Survey in June 1991..
 GB0814
 GB0814.The geoid height was determined by GEOID03.
 GB0814
 GB0814.The dynamic height is computed by dividing the NAVD 88
 GB0814.geopotential number by the normal gravity value computed on the
 GB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0814.degrees latitude (g = 980.6199 gals.).
 GB0814
 GB0814.The modeled gravity was interpolated from observed gravity values.
 GB0814
 GB0814;                    North         East    Units  Estimated Accuracy
 GB0814;SPC TN       -   223,830.      763,960.      MT  (+/- 180 meters Scaled)
 GB0814
 GB0814                          SUPERSEDED SURVEY CONTROL
 GB0814
 GB0814  NGVD 29 (??/??/92)  351.808  (m)         1154.22   (f) ADJ UNCH    2 0
 GB0814
 GB0814.Superseded values are not recommended for survey control.
 GB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0814.See file dsdata.txt to determine how the superseded data were derived.
 GB0814
 GB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF536250(NAD 83)
 GB0814_MARKER: DR = REFERENCE MARK DISK
 GB0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0814_STAMPING: JACK RM 2 1964
 GB0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0814+STABILITY: SURFACE MOTION
 GB0814
 GB0814  HISTORY     - Date     Condition        Report By
 GB0814  HISTORY     - 1964     MONUMENTED       TNHD
 GB0814  HISTORY     - 1965     GOOD             TNHD
 GB0814
 GB0814                          STATION DESCRIPTION
 GB0814
 GB0814'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0814'0.7 MI NE FROM JACKSBORO.
 GB0814'THIS MARK IS LOCATED AT THE JACK 1964 STATION SITE, 33 FEET
 GB0814'NORTHWEST OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF
 GB0814'U.S. HIGHWAY 25W AND 7 FEET NORTHWEST OF THE EDGE OF THE BANK OF
 GB0814'A HIGHWAY CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0814'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0814'JACK RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0852 ***********************************************************************
 GC0852  DESIGNATION -  JACK RM 2
 GC0852  PID         -  GC0852
 GC0852  STATE/COUNTY-  TN/ROBERTSON
 GC0852  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0852
 GC0852                         *CURRENT SURVEY CONTROL
 GC0852  ___________________________________________________________________
 GC0852* NAD 83(1986)-  36 23 06.     (N)    086 59 55.     (W)     SCALED    
 GC0852* NAVD 88     -       220.641  (meters)     723.89   (feet)  ADJUSTED  
 GC0852  ___________________________________________________________________
 GC0852  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0852  DYNAMIC HT  -         220.454 (meters)     723.27  (feet)  COMP
 GC0852  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GC0852
 GC0852  VERT ORDER  -  SECOND    CLASS 0
 GC0852
 GC0852.The horizontal coordinates were scaled from a topographic map and have
 GC0852.an estimated accuracy of +/- 6 seconds.
 GC0852
 GC0852.The orthometric height was determined by differential leveling
 GC0852.and adjusted by the National Geodetic Survey in June 1991..
 GC0852
 GC0852.The geoid height was determined by GEOID03.
 GC0852
 GC0852.The dynamic height is computed by dividing the NAVD 88
 GC0852.geopotential number by the normal gravity value computed on the
 GC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0852.degrees latitude (g = 980.6199 gals.).
 GC0852
 GC0852.The modeled gravity was interpolated from observed gravity values.
 GC0852
 GC0852;                    North         East    Units  Estimated Accuracy
 GC0852;SPC TN       -   228,090.      510,400.      MT  (+/- 180 meters Scaled)
 GC0852
 GC0852                          SUPERSEDED SURVEY CONTROL
 GC0852
 GC0852  NGVD 29 (??/??/92)  220.696  (m)          724.07   (f) ADJ UNCH    2 0
 GC0852
 GC0852.Superseded values are not recommended for survey control.
 GC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0852.See file dsdata.txt to determine how the superseded data were derived.
 GC0852
 GC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF001266(NAD 83)
 GC0852_MARKER: DD = SURVEY DISK
 GC0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0852_STAMPING: JACK RM-2 1965
 GC0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0852+STABILITY: SURFACE MOTION
 GC0852
 GC0852  HISTORY     - Date     Condition        Report By
 GC0852  HISTORY     - 1965     MONUMENTED       TNHD
 GC0852
 GC0852                          STATION DESCRIPTION
 GC0852
 GC0852'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0852'2 MI SE FROM PLEASANT VIEW.
 GC0852'AT THE JACK 1965 STATION SITE, 63 FEET NORTHEAST OF THE APPROXIMATE
 GC0852'CENTER OF THE TRACK ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0852'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0852'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0913 ***********************************************************************
 FD0913  DESIGNATION -  JACK RM 2
 FD0913  PID         -  FD0913
 FD0913  STATE/COUNTY-  TN/LAWRENCE
 FD0913  USGS QUAD   -  ETHRIDGE (1988)
 FD0913
 FD0913                         *CURRENT SURVEY CONTROL
 FD0913  ___________________________________________________________________
 FD0913* NAD 83(1986)-  35 16 25.     (N)    087 19 06.     (W)     SCALED    
 FD0913* NAVD 88     -       295.799  (meters)     970.47   (feet)  ADJUSTED  
 FD0913  ___________________________________________________________________
 FD0913  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0913  DYNAMIC HT  -         295.518 (meters)     969.55  (feet)  COMP
 FD0913  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FD0913
 FD0913  VERT ORDER  -  SECOND    CLASS 0
 FD0913
 FD0913.The horizontal coordinates were scaled from a topographic map and have
 FD0913.an estimated accuracy of +/- 6 seconds.
 FD0913
 FD0913.The orthometric height was determined by differential leveling
 FD0913.and adjusted by the National Geodetic Survey in June 1991..
 FD0913
 FD0913.The geoid height was determined by GEOID03.
 FD0913
 FD0913.The dynamic height is computed by dividing the NAVD 88
 FD0913.geopotential number by the normal gravity value computed on the
 FD0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0913.degrees latitude (g = 980.6199 gals.).
 FD0913
 FD0913.The modeled gravity was interpolated from observed gravity values.
 FD0913
 FD0913;                    North         East    Units  Estimated Accuracy
 FD0913;SPC TN       -   105,130.      480,060.      MT  (+/- 180 meters Scaled)
 FD0913
 FD0913                          SUPERSEDED SURVEY CONTROL
 FD0913
 FD0913  NGVD 29 (??/??/92)  295.761  (m)          970.34   (f) ADJ UNCH    2 0
 FD0913
 FD0913.Superseded values are not recommended for survey control.
 FD0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0913.See file dsdata.txt to determine how the superseded data were derived.
 FD0913
 FD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE710034(NAD 83)
 FD0913_MARKER: DD = SURVEY DISK
 FD0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0913_STAMPING: JACK RM 2 1962
 FD0913_MARK LOGO: TNHD  
 FD0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0913+STABILITY: SURFACE MOTION
 FD0913
 FD0913  HISTORY     - Date     Condition        Report By
 FD0913  HISTORY     - 1962     MONUMENTED       TNHD
 FD0913  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0913
 FD0913                          STATION DESCRIPTION
 FD0913
 FD0913'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0913'2 MI N FROM LAWRENCEBURG.
 FD0913'THIS MARK IS LOCATED AT THE JACK 1962 STATION SITE, 32 FEET
 FD0913'NORTHWEST OF AN 18-INCH OAK TREE, 30 FEET SOUTH OF A 20 INCH OAK
 FD0913'TREE, 29 FEET EAST OF A HIGHWAY CUT, 9 FEET SOUTHEAST OF A 12
 FD0913'INCH OAK TREE AND 71 FEET SOUTH OF THE STATION.  THE MARK IS
 FD0913'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 FD0913'A 10-INCH SQUARE, CONCRETE, FLUSH, MONUMENT.
 FD0913
 FD0913                          STATION RECOVERY (1983)
 FD0913
 FD0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0913'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2678 ***********************************************************************
 GB2678  DESIGNATION -  JACKPORT AZ MK
 GB2678  PID         -  GB2678
 GB2678  STATE/COUNTY-  TN/CAMPBELL
 GB2678  USGS QUAD   -  JACKSBORO (1991)
 GB2678
 GB2678                         *CURRENT SURVEY CONTROL
 GB2678  ___________________________________________________________________
 GB2678* NAD 83(1995)-  36 20 06.48360(N)    084 09 43.97474(W)     ADJUSTED  
 GB2678* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 GB2678  ___________________________________________________________________
 GB2678  X           -     523,240.362 (meters)                     COMP
 GB2678  Y           -  -5,117,634.835 (meters)                     COMP
 GB2678  Z           -   3,758,404.785 (meters)                     COMP
 GB2678  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 GB2678  ELLIP HEIGHT-         324.25  (meters)          (04/12/99) GPS OBS
 GB2678  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB2678
 GB2678  HORZ ORDER  -  THIRD
 GB2678  ELLP ORDER  -  FOURTH    CLASS I
 GB2678
 GB2678.This mark is at Campbell County Airport (JAU)
 GB2678
 GB2678.The horizontal coordinates were established by GPS observations
 GB2678.and adjusted by the National Geodetic Survey in April 1999..
 GB2678
 GB2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2678
 GB2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2678
 GB2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2678
 GB2678.The ellipsoidal height was determined by GPS observations
 GB2678.and is referenced to NAD 83.
 GB2678
 GB2678.The geoid height was determined by GEOID03.
 GB2678
 GB2678;                    North         East     Units Scale Factor Converg.
 GB2678;SPC TN       -   223,650.532   764,985.614   MT  0.99998655   +1 04 33.3
 GB2678;SPC TN       -   733,760.12  2,509,790.30   sFT  0.99998655   +1 04 33.3
 GB2678;UTM  16      - 4,024,859.901   754,707.563   MT  1.00039941   +1 40 56.3
 GB2678
 GB2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2678!SPC TN       -   0.99994911  x   0.99998655  =   0.99993566
 GB2678!UTM  16      -   0.99994911  x   1.00039941  =   1.00034850
 GB2678
 GB2678                          SUPERSEDED SURVEY CONTROL
 GB2678
 GB2678  NAD 83(1995)-  36 20 06.48360(N)    084 09 43.97474(W) AD(       ) 3
 GB2678  NAD 83(1995)-  36 20 06.48447(N)    084 09 43.97600(W) AD(       ) 3
 GB2678  NAD 83(1995)-  36 20 06.48561(N)    084 09 43.97950(W) AD(       ) 3
 GB2678  NGVD 29 (09/17/90)  354.4    (m)         1163.     (f) GPS OBS        
 GB2678
 GB2678.Superseded values are not recommended for survey control.
 GB2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2678.See file dsdata.txt to determine how the superseded data were derived.
 GB2678
 GB2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5470824860(NAD 83)
 GB2678_MARKER: DZ = AZIMUTH MARK DISK
 GB2678_SETTING: 66 = SET IN ROCK OUTCROP
 GB2678_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2678+STABILITY: POSITION/ELEVATION WELL
 GB2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2678+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 GB2678
 GB2678  HISTORY     - Date     Condition        Report By
 GB2678  HISTORY     - 1987     MONUMENTED       NGS
 GB2678  HISTORY     - 19881128 GOOD
 GB2678  HISTORY     - 20050310 GOOD             CAS
 GB2678
 GB2678                          STATION DESCRIPTION
 GB2678
 GB2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2678'0.30 MILE SOUTHERLY ALONG TOWER STRING ROAD FROM THE JUNCTION OF
 GB2678'U.S. HIGHWAY 25W NORTH IN JACKSBORO, TO THE JUNCTION OF MEMORIAL
 GB2678'DRIVE, THENCE SOUTHWEST ALONG MEMORIAL DRIVE FOR 1.0 MILE PASSING
 GB2678'THE CAMPBELL COUNTY MEMORIAL GARDENS ON THE NORTH SIDE AND UP HILL
 GB2678'TO THE JACKSBORO CAMPBELL COUNTY AIRPORT OFFICE BUILDING THENCE 0.1
 GB2678'MILE SOUTHWEST ALONG CORNER OF TAXIWAY AND RUNWAY ABOUT 2.0 FEET
 GB2678'SOUTHWEST ALONG THE TAXIWAY TO THE MARK ON THE RIGHT IN BEDROCK
 GB2678'ON A SMALL SLOPE NEAR THE CORNER OF TAXIWAY AND RUNWAY ABOUT 2.0 FEET
 GB2678'ABOVE RUNWAY, A STANDARD HORIZONTAL AZIMUTH MARK DISK ---STAMPED
 GB2678'JACKPORT 1987, 69.0 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY,
 GB2678'50.2 FEET WEST OF WEST EDGE OF TAXIWAY, 135.0 FEET SOUTHWEST OF CENTER
 GB2678'OF TAXIWAY AND HOLDBAR, AND 1.5 FEET NORTHEAST OF A FIBERGLASS
 GB2678'WITNESS POST. ALSO 0.25 MILE SOUTHWEST OF JACKPORT 1987.
 GB2678
 GB2678                          STATION RECOVERY (1988)
 GB2678
 GB2678'RECOVERED 1988
 GB2678'RECOVERED IN GOOD CONDITION.
 GB2678
 GB2678                          STATION RECOVERY (2005)
 GB2678
 GB2678'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GB2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0978 ***********************************************************************
 FE0978  DESIGNATION -  JACKSON
 FE0978  PID         -  FE0978
 FE0978  STATE/COUNTY-  TN/FAYETTE
 FE0978  USGS QUAD   -  MOSCOW SE (1983)
 FE0978
 FE0978                         *CURRENT SURVEY CONTROL
 FE0978  ___________________________________________________________________
 FE0978* NAD 83(1995)-  35 02 55.98510(N)    089 19 34.52412(W)     ADJUSTED  
 FE0978* NAVD 88     -       165.614  (meters)     543.35   (feet)  ADJUSTED  
 FE0978  ___________________________________________________________________
 FE0978  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE0978  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0978  DYNAMIC HT  -         165.459 (meters)     542.84  (feet)  COMP
 FE0978  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE0978
 FE0978  HORZ ORDER  -  FIRST
 FE0978  VERT ORDER  -  FIRST     CLASS II
 FE0978
 FE0978.The horizontal coordinates were established by classical geodetic methods
 FE0978.and adjusted by the National Geodetic Survey in April 1999..
 FE0978
 FE0978.The orthometric height was determined by differential leveling
 FE0978.and adjusted by the National Geodetic Survey in June 1991..
 FE0978
 FE0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0978
 FE0978.The geoid height was determined by GEOID03.
 FE0978
 FE0978.The dynamic height is computed by dividing the NAVD 88
 FE0978.geopotential number by the normal gravity value computed on the
 FE0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0978.degrees latitude (g = 980.6199 gals.).
 FE0978
 FE0978.The modeled gravity was interpolated from observed gravity values.
 FE0978
 FE0978;                    North         East     Units Scale Factor Converg.
 FE0978;SPC TN       -    84,548.428   296,578.618   MT  1.00004158   -1 56 50.4
 FE0978;SPC TN       -   277,389.30    973,025.02   sFT  1.00004158   -1 56 50.4
 FE0978;SPC MS E     -   615,407.272   255,030.764   MT  0.99997491   -0 16 59.1
 FE0978;SPC MS E     - 2,019,048.69    836,713.43   sFT  0.99997491   -0 16 59.1
 FE0978;UTM  16      - 3,880,938.487   287,831.541   MT  1.00015482   -1 20 11.1
 FE0978
 FE0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0978!SPC TN       -   0.99997835  x   1.00004158  =   1.00001993
 FE0978!SPC MS E     -   0.99997835  x   0.99997491  =   0.99995326
 FE0978!UTM  16      -   0.99997835  x   1.00015482  =   1.00013317
 FE0978
 FE0978:                Primary Azimuth Mark                     Grid Az
 FE0978:SPC TN       -  BEA                                      054 18 33.3
 FE0978:SPC MS E     -  BEA                                      052 38 42.0
 FE0978:UTM  16      -  BEA                                      053 41 54.0
 FE0978
 FE0978|---------------------------------------------------------------------|
 FE0978| PID    Reference Object                     Distance      Geod. Az  |
 FE0978|                                                           dddmmss.s |
 FE0978| FE2483 BEA                                 APPROX. 9.0 KM 0522142.9 |
 FE0978| FE2485 LA GRANGE CHURCH SPIRE              APPROX. 7.4 KM 0924707.7 |
 FE0978| CG3593 JACKSON RM 2                         60.720 METERS 12422     |
 FE0978| CG3595 JACKSON RM 3                         20.484 METERS 24039     |
 FE0978| CG3592 JACKSON AZ MK                                      2973208.7 |
 FE0978| FE0979 JACKSON RM 1                         42.383 METERS 33955     |
 FE0978| CG3594 JACKSON RM 2 RESET                   35.537 METERS 34921     |
 FE0978|---------------------------------------------------------------------|
 FE0978
 FE0978                          SUPERSEDED SURVEY CONTROL
 FE0978
 FE0978  NAD 83(1995)-  35 02 55.98529(N)    089 19 34.52413(W) AD(       ) 1
 FE0978  NAD 83(1995)-  35 02 55.99201(N)    089 19 34.52493(W) AD(       ) 1
 FE0978  NAD 83(1986)-  35 02 55.99669(N)    089 19 34.52386(W) AD(       ) 1
 FE0978  NAD 27      -  35 02 55.67374(N)    089 19 34.26791(W) AD(       ) 1
 FE0978  NGVD 29 (??/??/??)  165.558  (m)          543.17   (f) ADJUSTED    1 2
 FE0978
 FE0978.Superseded values are not recommended for survey control.
 FE0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0978.See file dsdata.txt to determine how the superseded data were derived.
 FE0978
 FE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8783280938(NAD 83)
 FE0978_MARKER: DS = TRIANGULATION STATION DISK
 FE0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0978_STAMPING: JACKSON 1934
 FE0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0978+STABILITY: SURFACE MOTION
 FE0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0978+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE0978
 FE0978  HISTORY     - Date     Condition        Report By
 FE0978  HISTORY     - 1914     MONUMENTED       CGS
 FE0978  HISTORY     - 1934     GOOD             CGS
 FE0978  HISTORY     - 1944     GOOD             CGS
 FE0978  HISTORY     - 1966     GOOD             CGS
 FE0978  HISTORY     - 1966     GOOD             CGS
 FE0978  HISTORY     - 20060506 GOOD             GEOCAC
 FE0978
 FE0978                          STATION DESCRIPTION
 FE0978
 FE0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FE0978'ABOUT 5 MILES EAST-SOUTHEAST OF MOSCOW, ABOUT 5 MILES WEST OF LA
 FE0978'GRANGE, ON SPARSELY WOODED HIGH GROUND OWNED BY FRANK JACKSON.  IN
 FE0978'1914 STATION WAS DESCRIBED AS BEING ABOUT 1-1/2 MILES WEST AND 1/2
 FE0978'MILE SOUTH OF FORTYFIVE SWITCH OF SOUTHERN RAILWAY, ABOUT 600
 FE0978'METERS (1,968 FEET) SOUTH OF ITS TRACKS, ABOUT 1/4 MILE NORTH OF
 FE0978'MITCHELL JACKSONS HOUSE, AND 200 METERS (656 FEET) SOUTH OF OLD
 FE0978'COTTON GIN STANDING BETWEEN TWO WATERING PONDS.
 FE0978'REFERENCE MARK NO. 1 (ESTABLISHED IN 1914) IS STANDARD REFERENCE DISK
 FE0978'IN CONCRETE. IN 1914 IT WAS DESCRIBED AS BEING 4 METERS (13
 FE0978'FEET) WEST OF ROAD, 2 METERS (7 FEET) EAST OF SMALL TREE, AND 0.5
 FE0978'METER (2 FEET) IN ELEVATION BELOW STATION.
 FE0978'REFERENCE MARK NO. 2
 FE0978'(ESTABLISHED IN 1914) IS STANDARD REFERENCE DISK IN CONCRETE,
 FE0978'2 METERS (7 FEET) EAST OF ROAD, 3 METERS (10 FEET) NORTHWEST OF
 FE0978'SMALL TREE, AND 3.75 METERS (12.3 FEET) BELOW AND 60.72 METERS
 FE0978'(199.2 FEET) FROM STATION S 55 DEG 38 MIN E.
 FE0978
 FE0978                          STATION RECOVERY (1934)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FE0978'IN 1934 STATION WAS
 FE0978'DESCRIBED AS BEING 0.35 MILE SOUTH OF ROUTE 57, 61-1/2 FEET WEST OF
 FE0978'CENTER LINE OF FARM ROAD LEADING SOUTH, AND 40 FEET NORTHEAST OF
 FE0978'3-INCH OAK TREE.  TO REACH FROM JUNCTION OF ROUTES 18 AND 57 AT LA
 FE0978'GRANGE, GO WEST 5.0 MILES ON ROUTE 57, TURN SOUTH ONTO FARM ROAD,
 FE0978'AND FOLLOW 0.35 MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 FE0978'ARE STANDARD STATION DISKS IN CONCRETE.
 FE0978'IN 1934 REFERENCE MARK NO. 1 WAS
 FE0978'DESCRIBED AS BEING NEAR BASE OF LARGE SPREADING OAK TREE AND 139.09
 FE0978'FEET FROM STATION.
 FE0978'IN 1934 REFERENCE MARK 2 WAS
 FE0978'REPORTED WASHED OUT AND NEW REFERENCE MARK WAS ESTABLISHED.
 FE0978'REFERENCE MARK NO. 2 (ESTABLISHED IN 1934) IS STANDARD REFERENCE DISK
 FE0978'IN CONCRETE, ON TOP OF SMALL BANK, EAST OF ROAD, AND
 FE0978'116.59 FEET FROM STATION N 79 DEG 17 MIN E.  AZIMUTH MARK
 FE0978'(ESTABLISHED IN 1934) IS PROBABLY A STANDARD REFERENCE DISK IN
 FE0978'CONCRETE, 35 FEET SOUTH OF CENTER LINE OF ROUTE 57, 1.0 MILE EAST OF
 FE0978'JUNCTION WITH ABOVE-MENTIONED FARM ROAD, AND 1 MILE FROM STATION
 FE0978'N 27 DEG 28 MIN E.
 FE0978
 FE0978                          STATION RECOVERY (1944)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 FE0978'0.1 MI S FROM MOSCOW.
 FE0978'0.1 MILE SOUTH ALONG A ROAD FROM THE POST OFFICE AT MOSCOW,
 FE0978'FAYETTE COUNTY, THENCE ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY
 FE0978'57, THENCE ABOUT 0.35 MILE SOUTH ALONG A FARM ROAD, ON THE TOP
 FE0978'OF A HILL, 61 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN
 FE0978'A SMALL CLUMP OF BUSHES.  A STANDARD TRIANGULATION-STATION DISK,
 FE0978'STAMPED JACKSON 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0978'NOTE-- THE STATION MARK WAS FOUND TO BE STAMPED JACKSON 1914
 FE0978'INSTEAD OF JACKSON 1934 AS PREVIOUSLY DESCRIBED.  THE STATION
 FE0978'WAS RECOVERED AND DESCRIBED BY TRIANGULATION PARTY.
 FE0978
 FE0978                          STATION RECOVERY (1966)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE0978'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 FE0978'IN GOOD CONDITION.  THE DISK HAS BEEN BATTERED ON REFERENCE MARK 1
 FE0978'AND THE STAMPING IS LEGIBLE EXCEPT FOR REF. OR RM ON THE DISK.  NO
 FE0978'OLD DATA WAS FURNISHED WITH THIS STATION AT THIS TIME AND NO WAY
 FE0978'OF CHECKING THE STAMPING.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 FE0978'TO BE 0.3 FOOT SHORTER.  REFERENCE MARK 2 WAS FOUND TO HAVE BEEN
 FE0978'DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO
 FE0978'HAVE BEEN DESTROYED DUE TO ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS
 FE0978'ESTABLISHED AT THIS TIME.
 FE0978'
 FE0978'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 FE0978'
 FE0978'STATION IS ABOUT 8 MILES WEST OF GRAND JUNCTION, 4 MILES EAST OF
 FE0978'MOSCOW, 3-1/2 MILES NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE, 2
 FE0978'1/2 MILES WEST OF LA GRANGE, ON THE HIGHEST POINT OF A SPARSELY
 FE0978'WOODED AREA AND ON PROPERTY OWNED BY MR.  R.J. TACKER.
 FE0978'
 FE0978'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE, GO WEST ON
 FE0978'STATE HIGHWAY 57 FOR 4.05 MILES TO THE 45 BAPTIST CHURCH ON THE
 FE0978'LEFT.  CONTINUE WEST ON STATE HIGHWAY 57 FOR 0.7 MILE TO A RED BRICK
 FE0978'HOUSE AND DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 FE0978'DRIVEWAY PASSING TO THE WEST OF THE HOUSE FOR 0.05 MILE TO A RED BARN
 FE0978'ON THE RIGHT AND A SMALL WHITE HOUSE ON THE LEFT.  CONTINUE SOUTH ON
 FE0978'A LANE PASSING BETWEEN THE HOUSE AND BARN FOR ABOUT 100 FEET TO A
 FE0978'FORK AND A WIRE GATE ON THE RIGHT.  TAKE THE RIGHT FORK, PASS
 FE0978'THROUGH THE GATE AND GO WEST ON A TRACK ROAD AND FOLLOW ALONG THE
 FE0978'SOUTH SIDE OF A FENCE FOR 0.35 MILE TO A POINT WHERE THE ROAD CURVES
 FE0978'SHARP TO THE SOUTH.  TURN SHARP LEFT AND GO SOUTHERLY UPHILL
 FE0978'ON A TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 FE0978'
 FE0978'STATION MARK, A STANDARD DISK STAMPED JACKSON 1914, IS SET IN THE TOP
 FE0978'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 FE0978'IT IS 71 FEET WEST OF THE CENTER OF A TRACK ROAD, 13 FEET NORTH OF A
 FE0978'10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE,
 FE0978'12 FEET EAST OF AN 8 INCH CEDAR TREE AND 1.7 FEET NORTH OF A METAL
 FE0978'WITNESS POST.
 FE0978'
 FE0978'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACKSON NO 1 1934, IS
 FE0978'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 FE0978'PROJECTS 2 INCHES. IT IS 27 FEET WEST OF THE CENTER OF THE TRACK
 FE0978'ROAD, 13 FEET EAST OF AN 8 INCH CEDAR TREE AND 1.8 FEET SOUTH OF A
 FE0978'METAL WITNESS POST.
 FE0978'
 FE0978'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JACKSON 1914 NO 3 1966,
 FE0978'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 FE0978'WHICH PROJECTS 4 INCHES.  IT IS 62 FEET EAST OF A 12 INCH TWIN
 FE0978'TRUNKED PINE TREE, 42 FEET SOUTHEAST OF A 24 INCH OAK TREE, 37
 FE0978'FEET NORTHWEST OF A 10 INCH OAK TREE AND 1.5 FEET NORTH OF A METAL
 FE0978'WITNESS POST.
 FE0978'
 FE0978'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 FE0978'
 FE0978'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE0978
 FE0978                          STATION RECOVERY (1966)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FE0978'RECOVERED IN GOOD CONDITION.
 FE0978
 FE0978                          STATION RECOVERY (2006)
 FE0978
 FE0978'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0978'THE MARK AND BOTH REFERENCE MARKS, ONE OF WHICH IS FE0979, WERE
 FE0978'RECOVERED IN GOOD CONDITION.  THE MARKS ARE NOW ON LAND OWNED BY MR
 FE0978'BOBBY PIDGEON OF PIDGEON ENTERPRISES OF GERMANTOWN TENNESSEE.  MR
 FE0978'PIDGEON PROVIDED US ESCORED ACCESS TO THE MARKS AND NEW EXACTLY WHERE
 FE0978'THEY WERE LOCATED.
 FE0978' 
 FE0978'THE TO REACH IS NOT SPECIFIC AT THE REQUEST OF THE LAND OWNER.  THE
 FE0978'MARK CAN BE ACCESSED BY GOING IN HIS PRIVATE DRIVE, THEN ACROSS A
 FE0978'LOCKED PASTURE TO THE REMAINS OF A DIM WOODS ROAD HEAVILY OVERGROWN.
 FE0978'THE MARK AND BOTH REFERENCE MARKS ARE IN THE LOCATIONS THEY SHOULD BE
 FE0978'WITH METAL WITNESS POSTS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0410 ***********************************************************************
 FF0410  DESIGNATION -  JACKSON
 FF0410  PID         -  FF0410
 FF0410  STATE/COUNTY-  TN/SHELBY
 FF0410  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0410
 FF0410                         *CURRENT SURVEY CONTROL
 FF0410  ___________________________________________________________________
 FF0410* NAD 83(1995)-  35 09 34.20446(N)    090 01 08.47574(W)     ADJUSTED  
 FF0410* NAVD 88     -        73.344  (meters)     240.63   (feet)  ADJUSTED  
 FF0410  ___________________________________________________________________
 FF0410  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FF0410  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0410  DYNAMIC HT  -          73.277 (meters)     240.41  (feet)  COMP
 FF0410  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0410
 FF0410  HORZ ORDER  -  THIRD
 FF0410  VERT ORDER  -  SECOND    CLASS 0
 FF0410
 FF0410.The horizontal coordinates were established by classical geodetic methods
 FF0410.and adjusted by the National Geodetic Survey in April 1999..
 FF0410
 FF0410.The orthometric height was determined by differential leveling
 FF0410.and adjusted by the National Geodetic Survey in June 1991..
 FF0410
 FF0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0410
 FF0410.The geoid height was determined by GEOID03.
 FF0410
 FF0410.The dynamic height is computed by dividing the NAVD 88
 FF0410.geopotential number by the normal gravity value computed on the
 FF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0410.degrees latitude (g = 980.6199 gals.).
 FF0410
 FF0410.The modeled gravity was interpolated from observed gravity values.
 FF0410
 FF0410;                    North         East     Units Scale Factor Converg.
 FF0410;SPC TN       -    99,181.850   233,920.902   MT  1.00001720   -2 21 10.4
 FF0410;SPC TN       -   325,399.12    767,455.49   sFT  1.00001720   -2 21 10.4
 FF0410;SPC AR N     -    93,471.838   580,469.515   MT  0.99996324   +1 09 09.8
 FF0410;SPC AR N     -   306,665.52  1,904,423.73   sFT  0.99996324   +1 09 09.8
 FF0410;UTM  15      - 3,894,801.160   771,531.950   MT  1.00050876   +1 43 03.6
 FF0410;UTM  16      - 3,894,905.770   225,001.785   MT  1.00053211   -1 44 22.6
 FF0410
 FF0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0410!SPC TN       -   0.99999277  x   1.00001720  =   1.00000997
 FF0410!SPC AR N     -   0.99999277  x   0.99996324  =   0.99995601
 FF0410!UTM  15      -   0.99999277  x   1.00050876  =   1.00050153
 FF0410!UTM  16      -   0.99999277  x   1.00053211  =   1.00052488
 FF0410
 FF0410:                Primary Azimuth Mark                     Grid Az
 FF0410:SPC TN       -  CHELSEA                                  011 03 32.5
 FF0410:SPC AR N     -  CHELSEA                                  007 33 12.3
 FF0410:UTM  15      -  CHELSEA                                  006 59 18.5
 FF0410:UTM  16      -  CHELSEA                                  010 26 44.7
 FF0410
 FF0410|---------------------------------------------------------------------|
 FF0410| PID    Reference Object                     Distance      Geod. Az  |
 FF0410|                                                           dddmmss.s |
 FF0410| FF0412 CHELSEA                             APPROX. 1.5 KM 0084222.1 |
 FF0410| CI3941 JACKSON AZ MK                                      0174951.8 |
 FF0410| FF0409 JACKSON RM 1                         39.118 METERS 04307     |
 FF0410| FF0408 JACKSON RM 2                         30.191 METERS 13654     |
 FF0410|---------------------------------------------------------------------|
 FF0410
 FF0410                          SUPERSEDED SURVEY CONTROL
 FF0410
 FF0410  NAD 83(1995)-  35 09 34.20681(N)    090 01 08.47533(W) AD(       ) 3
 FF0410  NAD 83(1995)-  35 09 34.20997(N)    090 01 08.47517(W) AD(       ) 3
 FF0410  NAD 83(1986)-  35 09 34.21469(N)    090 01 08.47681(W) AD(       ) 3
 FF0410  NAD 27      -  35 09 33.89100(N)    090 01 08.15070(W) AD(       ) 3
 FF0410  NGVD 29 (??/??/??)   73.316  (m)          240.54   (f) ADJUSTED    2 0
 FF0410
 FF0410.Superseded values are not recommended for survey control.
 FF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0410.See file dsdata.txt to determine how the superseded data were derived.
 FF0410
 FF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7153294801(NAD 83)
 FF0410_MARKER: DE = TRAVERSE STATION DISK
 FF0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0410_STAMPING: JACKSON 1959
 FF0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0410+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 FF0410
 FF0410  HISTORY     - Date     Condition        Report By
 FF0410  HISTORY     - 1959     MONUMENTED       CGS
 FF0410  HISTORY     - 1959     GOOD             CGS
 FF0410  HISTORY     - 19950910 MARK NOT FOUND   TN1620
 FF0410  HISTORY     - 20050622 GOOD             TN1620
 FF0410
 FF0410                          STATION DESCRIPTION
 FF0410
 FF0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0410'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE DOWNTOWN
 FF0410'BUSINESS CENTER OF MEMPHIS, IN THE FRONT LAWN OF RESIDENCE AT
 FF0410'739 N. BELLEVUE BLVD. AND ABOUT 100 YARDS NORTH OF THE
 FF0410'INTERSECTION OF JACKSON AVE. AND N. BELLEVUE BLVD.
 FF0410'
 FF0410'TO REACH THE AZIMUTH FROM THE INTERSECTION OF JACKSON AVE.
 FF0410'AND N. BELLEVUE BLVD., GO NORTH ON N. BELLEVUE BLVD. FOR
 FF0410'0.15 MILE TO GRANT AVE. AND AZIMUTH ON THE RIGHT AS DESCRIBED.
 FF0410'
 FF0410'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED JACKSON
 FF0410'1959, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FF0410'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET SOUTH
 FF0410'OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE NUMBER 749,
 FF0410'51 FEET WEST OF THE CENTER OF N. BELLEVUE BLVD., 50 FEET
 FF0410'EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 739
 FF0410'AND 20 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 FF0410'NUMBER 735.
 FF0410'
 FF0410'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED
 FF0410'JACKSON NO 1 1959, CEMENTED IN A DRILL HOLE AND FLUSH WITH
 FF0410'THE SURFACE OF THE SIDEWALK.  IT IS 49 FEET NORTH OF POWER
 FF0410'LINE POLE NUMBER 71-749, 27 FEET EAST OF THE CENTER OF N.
 FF0410'BELLEVUE BLVD., 11 FEET WEST OF THE SOUTHWEST CORNER OF
 FF0410'HOUSE NUMBER 752 AND 3 FEET EAST OF THE EAST CURB OF N.
 FF0410'BELLEVUE BLVD.
 FF0410'
 FF0410'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED
 FF0410'JACKSON NO 2 1959, CEMENTED IN A DRILL HOLE AND FLUSH WITH
 FF0410'THE SURFACE OF THE SIDEWALK.  IT IS 27 FEET EAST OF THE CENTER OF
 FF0410'N. BELLEVUE BLVD., 19 FEET WEST OF THE SOUTHWEST CORNER OF
 FF0410'HOUSE NUMBER 734, 16 FEET NORTH OF POWER LINE POLE NUMBER
 FF0410'28618 AND 3 FEET EAST OF THE EAST CURB OF N. BELLEVUE BLVD.
 FF0410'
 FF0410'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK, STAMPED JACKSON
 FF0410'1959, CEMENTED IN A DRILL HOLE AND FLUSH WITH THE SURFACE
 FF0410'OF THE CURB.  IT IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER
 FF0410'OF THE KEEL AVE. BAPTIST CHURCH, 32 FEET EAST OF THE CENTER
 FF0410'OF N. BELLEVUE BLVD., 15 FEET SOUTH OF THE CENTER OF GRANT
 FF0410'AVE. AND 13 FEET NORTHEAST OF POWER LINE POLE NUMBER 28622.
 FF0410'
 FF0410'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 FF0410
 FF0410                          STATION RECOVERY (1959)
 FF0410
 FF0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0410'IN MEMPHIS.
 FF0410'THE STATION IS LOCATED IN THE FRONT LAWN OF A RESIDENCE AT 739
 FF0410'N. BELLEVUE BLVD. AND ABOUT 100 YARDS NORTH OF THE INTERSECTION
 FF0410'OF JACKSON AVE. AND N. BELLEVUE BLVD.  THE MARK IS SET IN THE
 FF0410'TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT
 FF0410'IS 60 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE,
 FF0410'NUMBER 749, 51 FEET WEST OF THE CENTER OF N. BELLEVUE BLVD., 50
 FF0410'FEET EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, NUMBER 739 AND
 FF0410'20 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, NUMBER
 FF0410'735.  IT IS 0.5 MILE NORTH OF STATION AUTUMN.
 FF0410
 FF0410                          STATION RECOVERY (1995)
 FF0410
 FF0410'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0410'MARK NOT FOUND.
 FF0410
 FF0410                          STATION RECOVERY (2005)
 FF0410
 FF0410'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (MP)
 FF0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2551 ***********************************************************************
 GC2551  DESIGNATION -  JACKSON
 GC2551  PID         -  GC2551
 GC2551  STATE/COUNTY-  TN/DICKSON
 GC2551  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2551
 GC2551                         *CURRENT SURVEY CONTROL
 GC2551  ___________________________________________________________________
 GC2551* NAD 83(1995)-  36 14 23.87397(N)    087 14 44.09469(W)     ADJUSTED  
 GC2551* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 GC2551  ___________________________________________________________________
 GC2551  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC2551  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC2551
 GC2551  HORZ ORDER  -  THIRD
 GC2551
 GC2551.The horizontal coordinates were established by classical geodetic methods
 GC2551.and adjusted by the National Geodetic Survey in April 1999..
 GC2551
 GC2551.The orthometric height was scaled from a topographic map.
 GC2551
 GC2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2551
 GC2551.The geoid height was determined by GEOID03.
 GC2551
 GC2551;                    North         East     Units Scale Factor Converg.
 GC2551;SPC TN       -   212,253.700   488,040.965   MT  0.99997343   -0 43 45.2
 GC2551;SPC TN       -   696,369.01  1,601,181.07   sFT  0.99997343   -0 43 45.2
 GC2551;UTM  16      - 4,010,592.569   477,933.520   MT  0.99960600   -0 08 42.7
 GC2551
 GC2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2551!SPC TN       -   0.99996769  x   0.99997343  =   0.99994112
 GC2551!UTM  16      -   0.99996769  x   0.99960600  =   0.99957370
 GC2551
 GC2551|---------------------------------------------------------------------|
 GC2551| PID    Reference Object                     Distance      Geod. Az  |
 GC2551|                                                           dddmmss.s |
 GC2551| CG6639 JACKSON RM 1                          8.407 METERS 05423     |
 GC2551| CG6640 JACKSON RM 2                          8.787 METERS 18217     |
 GC2551| CG6638 JACKSON AZ MK                                      1973436.5 |
 GC2551|---------------------------------------------------------------------|
 GC2551
 GC2551                          SUPERSEDED SURVEY CONTROL
 GC2551
 GC2551  NAD 83(1995)-  36 14 23.87560(N)    087 14 44.09739(W) AD(       ) 3
 GC2551  NAD 83(1995)-  36 14 23.87728(N)    087 14 44.09820(W) AD(       ) 3
 GC2551  NAD 83(1986)-  36 14 23.88388(N)    087 14 44.09774(W) AD(       ) 3
 GC2551  NAD 27      -  36 14 23.68100(N)    087 14 44.06900(W) AD(       ) 3
 GC2551
 GC2551.Superseded values are not recommended for survey control.
 GC2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2551.See file dsdata.txt to determine how the superseded data were derived.
 GC2551
 GC2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7793410593(NAD 83)
 GC2551_MARKER: DS = TRIANGULATION STATION DISK
 GC2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2551
 GC2551  HISTORY     - Date     Condition        Report By
 GC2551  HISTORY     - 1953     MONUMENTED       CGS
 GC2551
 GC2551                          STATION DESCRIPTION
 GC2551
 GC2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2551'STATION IS LOCATED 9 MILES WEST OF ASHLAND CITY AND 8 MILES NORTHEAST
 GC2551'OF CHARLOTTE ON PROPERTY OWNED BY J.H.  JACKSON. IT IS 90
 GC2551'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 34 FEET EAST OF
 GC2551'THE CENTER OF STATE HIGHWAY 49, 10 FEET SOUTH OF A FENCE
 GC2551'CORNER AND WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE. THE
 GC2551'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JACKSON 1953.
 GC2551'
 GC2551'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GC2551'HOUSE, 53 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1
 GC2551'FOOT SOUTH OF A FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK
 GC2551'IS STAMPED JACKSON NO 1 1953.
 GC2551'
 GC2551'REFERENCE MARK NO. 2 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 GC2551'1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES
 GC2551'AND THE DISK IS STAMPED JACKSON NO 2 1953.
 GC2551'
 GC2551'AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 49, 2 FEET
 GC2551'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GC2551'FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2551'JACKSON 1953.
 GC2551'
 GC2551'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 48 AND
 GC2551'49 IN CHARLOTTE, GO NORTHEAST ON HIGHWAY 49 FOR 8.0 MILES TO
 GC2551'THE RESIDENCE OF MR. JACKSON ON THE RIGHT AND THE STATION AS
 GC2551'DESCRIBED.
 GC2551'
 GC2551'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 49 FOR
 GC2551'0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2551'
 GC2551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0742 ***********************************************************************
 FE0742  DESIGNATION -  JACKSON 1
 FE0742  PID         -  FE0742
 FE0742  STATE/COUNTY-  TN/MADISON
 FE0742  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0742
 FE0742                         *CURRENT SURVEY CONTROL
 FE0742  ___________________________________________________________________
 FE0742* NAD 83(1986)-  35 36 19.     (N)    088 48 46.     (W)     SCALED    
 FE0742* NAVD 88     -       109.526  (meters)     359.34   (feet)  ADJUSTED  
 FE0742  ___________________________________________________________________
 FE0742  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0742  DYNAMIC HT  -         109.428 (meters)     359.01  (feet)  COMP
 FE0742  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FE0742
 FE0742  VERT ORDER  -  FIRST     CLASS II
 FE0742
 FE0742.The horizontal coordinates were scaled from a topographic map and have
 FE0742.an estimated accuracy of +/- 6 seconds.
 FE0742
 FE0742.The orthometric height was determined by differential leveling
 FE0742.and adjusted by the National Geodetic Survey in June 1991..
 FE0742.WARNING-Repeat measurements at this control monument indicate possible
 FE0742.vertical movement.
 FE0742
 FE0742.The geoid height was determined by GEOID03.
 FE0742
 FE0742.The dynamic height is computed by dividing the NAVD 88
 FE0742.geopotential number by the normal gravity value computed on the
 FE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0742.degrees latitude (g = 980.6199 gals.).
 FE0742
 FE0742.The modeled gravity was interpolated from observed gravity values.
 FE0742
 FE0742;                    North         East    Units  Estimated Accuracy
 FE0742;SPC TN       -   144,780.      345,180.      MT  (+/- 180 meters Scaled)
 FE0742
 FE0742                          SUPERSEDED SURVEY CONTROL
 FE0742
 FE0742  NGVD 29 (??/??/??)  109.561  (m)          359.45   (f) ADJUSTED    1 2
 FE0742
 FE0742.Superseded values are not recommended for survey control.
 FE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0742.See file dsdata.txt to determine how the superseded data were derived.
 FE0742
 FE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE357416(NAD 83)
 FE0742_MARKER: DD = SURVEY DISK
 FE0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0742_STAMPING: JACKSON 1 BM 1933
 FE0742_MARK LOGO: USE   
 FE0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0742+STABILITY: SURFACE MOTION
 FE0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0742+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0742
 FE0742  HISTORY     - Date     Condition        Report By
 FE0742  HISTORY     - 1933     MONUMENTED       DOD
 FE0742  HISTORY     - 1948     GOOD             CGS
 FE0742  HISTORY     - 20020909 GOOD             USACE
 FE0742
 FE0742                          STATION DESCRIPTION
 FE0742
 FE0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0742'AT JACKSON.
 FE0742'AT JACKSON, AT THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 FE0742'STATION, IN THE NORTHWEST CORNER OF A SMALL WATER WORKS PARK,
 FE0742'33 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 61 FEET EAST
 FE0742'OF THE CENTER LINE OF U.S. HIGHWAY 45 (SOUTH ROYAL STREET), 75.5
 FE0742'FEET SOUTH-SOUTHEAST AND ACROSS THE TRACKS FROM THE SOUTHWEST
 FE0742'CORNER OF THE BRICK STATION BUILDING, 21.5 FEET WEST OF A POWER
 FE0742'POLE, 5 FEET WEST OF A 24-INCH WILLOW TREE, ABOUT LEVEL WITH THE
 FE0742'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0742
 FE0742                          STATION RECOVERY (2002)
 FE0742
 FE0742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0742'S ROYAL ST. NO LONGER HWY 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1431 ***********************************************************************
 GD1431  DESIGNATION -  JACKSON 2
 GD1431  PID         -  GD1431
 GD1431  STATE/COUNTY-  TN/WEAKLEY
 GD1431  USGS QUAD   -  MARTIN (1983)
 GD1431
 GD1431                         *CURRENT SURVEY CONTROL
 GD1431  ___________________________________________________________________
 GD1431* NAD 83(1995)-  36 22 04.31021(N)    088 52 00.67335(W)     ADJUSTED  
 GD1431* NAVD 88     -       137.50   (+/-2cm)     451.1    (feet)  VERTCON   
 GD1431  ___________________________________________________________________
 GD1431  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GD1431  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1431
 GD1431  HORZ ORDER  -  SECOND
 GD1431  VERT ORDER  -  THIRD (See Below)
 GD1431
 GD1431.The horizontal coordinates were established by classical geodetic methods
 GD1431.and adjusted by the National Geodetic Survey in April 1999..
 GD1431
 GD1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1431.The vertical order pertains to the NGVD 29 superseded value.
 GD1431
 GD1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1431
 GD1431.The geoid height was determined by GEOID03.
 GD1431
 GD1431;                    North         East     Units Scale Factor Converg.
 GD1431;SPC TN       -   229,501.204   342,758.627   MT  0.99999171   -1 40 42.1
 GD1431;SPC TN       -   752,955.20  1,124,533.93   sFT  0.99999171   -1 40 42.1
 GD1431;UTM  16      - 4,026,369.419   332,520.926   MT  0.99994560   -1 06 26.1
 GD1431
 GD1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1431!SPC TN       -   0.99998284  x   0.99999171  =   0.99997455
 GD1431!UTM  16      -   0.99998284  x   0.99994560  =   0.99992844
 GD1431
 GD1431|---------------------------------------------------------------------|
 GD1431| PID    Reference Object                     Distance      Geod. Az  |
 GD1431|                                                           dddmmss.s |
 GD1431| GD1432 JACKSON 2 RM 3                        7.647 METERS 03258     |
 GD1431| GD1433 JACKSON 2 RM 4                       12.606 METERS 21035     |
 GD1431| GD0314 JACKSON                              28.506 METERS 24106     |
 GD1431| GD1522 JACKSON AZ MK                       420.478 METERS 2953732.6 |
 GD1431|---------------------------------------------------------------------|
 GD1431
 GD1431                          SUPERSEDED SURVEY CONTROL
 GD1431
 GD1431  NAD 83(1995)-  36 22 04.31111(N)    088 52 00.67412(W) AD(       ) 2
 GD1431  NAD 83(1995)-  36 22 04.31247(N)    088 52 00.67617(W) AD(       ) 2
 GD1431  NAD 83(1986)-  36 22 04.32348(N)    088 52 00.67208(W) AD(       ) 2
 GD1431  NAD 27      -  36 22 04.09698(N)    088 52 00.45394(W) AD(       ) 2
 GD1431  NGVD 29 (??/??/??)  137.50   (m)          451.1    (f) RESET       3  
 GD1431
 GD1431.Superseded values are not recommended for survey control.
 GD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1431.See file dsdata.txt to determine how the superseded data were derived.
 GD1431
 GD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3252126369(NAD 83)
 GD1431_MARKER: DS = TRIANGULATION STATION DISK
 GD1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1431_STAMPING: JACKSON 2 1976
 GD1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1431+STABILITY: SURFACE MOTION
 GD1431
 GD1431  HISTORY     - Date     Condition        Report By
 GD1431  HISTORY     - 1976     MONUMENTED       NGS
 GD1431  HISTORY     - 1976     GOOD             NGS
 GD1431
 GD1431                          STATION DESCRIPTION
 GD1431
 GD1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GD1431'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 45
 GD1431'E, ABOUT 2 MILES NORTH OF MARTIN, 604 FEET SOUTH OF THE CENTERLINE
 GD1431'OF PARISH ROAD, 1 FOOT WEST OF FENCE, 1 FOOT SOUTH OF A METAL
 GD1431'WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 GD1431'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JACKSON
 GD1431'2 1976.
 GD1431'
 GD1431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 GD1431'US HIGHWAY 45 E (1 BLOCK WEST OF THE U.S. POST OFFICE) AT MARTIN,
 GD1431'GO NORTH ON HIGHWAY 45 E FOR 1.85 MILES TO A PAVED ROAD LEFT.
 GD1431'TURN LEFT AND GO WEST ON PARISH ROAD FOR 0.95 MILE TO THE
 GD1431'INTERSECTION OF NEW U.S. HIGHWAY 45 E AND THE STATION AS
 GD1431'DESCRIBED.  CONTINUE WEST ON PARISH ROAD FOR 0.1 MILE TO A CURVE TO
 GD1431'THE RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE WEST ON
 GD1431'THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1431'
 GD1431'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GD1431'MAGNETS, PROJECTING 3 INCHES, STAMPED JACKSON 2 NO 3 1976, 1 FOOT
 GD1431'WEST OF THE FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 580
 GD1431'FEET SOUTH OF THE CENTERLINE OF PARISH ROAD.
 GD1431'
 GD1431'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GD1431'MAGNETS PROJECTING 2 INCHES, STAMPED JACKSON 2 NO 4 1976, 1 FOOT
 GD1431'WEST OF THE FENCE, 1 FOOT NORTH OF A METAL WITNESS POST AND 645
 GD1431'FEET SOUTH OF THE CENTERLINE OF PARISH ROAD.
 GD1431'
 GD1431'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 14 FEET
 GD1431'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 51 FEET SOUTHEAST
 GD1431'OF A POWER POLE AND 19 FEET WEST OF THE EXTENDED CENTERLINE OF A
 GD1431'DRIVEWAY NORTH TO A BRICK HOUSE.  THE MONUMENT PROJECTS 6 INCHES
 GD1431'AND THE DISK IS STAMPED JACKSON AZI 1934.
 GD1431'
 GD1431'NEAREST TOWN--MARTIN.
 GD1431'
 GD1431'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GD1431
 GD1431                          STATION RECOVERY (1976)
 GD1431
 GD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1431'2.0 MI N FROM MARTIN.
 GD1431'1.85 MILES NORTH ALONG OLD HIGHWAY 45 EAST FROM ITS JUNCTION WITH
 GD1431'STATE HIGHWAY 22 AT MARTIN, THENCE 0.95 MILES WEST ALONG PARISH ROAD
 GD1431'TO THE INTERSECTION OF NEW HIGHWAY 45 EAST AND THE MARK ON THE LEFT,
 GD1431'604 FEET SOUTH OF THE CENTERLINE OF PARISH ROAD, ON THE EAST RIGHT-
 GD1431'OF-WAY OF THE HIGHWAY, 1 FOOT WEST OF FENCE, 1 FOOT SOUTH OF A METAL
 GD1431'WITNESS POST.  SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 GD1431'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1432 ***********************************************************************
 GD1432  DESIGNATION -  JACKSON 2 RM 3
 GD1432  PID         -  GD1432
 GD1432  STATE/COUNTY-  TN/WEAKLEY
 GD1432  USGS QUAD   -  MARTIN (1983)
 GD1432
 GD1432                         *CURRENT SURVEY CONTROL
 GD1432  ___________________________________________________________________
 GD1432* NAD 83(1986)-  36 22 04.     (N)    088 52 00.     (W)     SCALED    
 GD1432* NAVD 88     -       137.72   (+/-2cm)     451.8    (feet)  VERTCON   
 GD1432  ___________________________________________________________________
 GD1432  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1432
 GD1432  VERT ORDER  -  THIRD (See Below)
 GD1432
 GD1432.The horizontal coordinates were scaled from a topographic map and have
 GD1432.an estimated accuracy of +/- 6 seconds.
 GD1432
 GD1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1432.The vertical order pertains to the NGVD 29 superseded value.
 GD1432
 GD1432.The geoid height was determined by GEOID03.
 GD1432
 GD1432;                    North         East    Units  Estimated Accuracy
 GD1432;SPC TN       -   229,490.      342,780.      MT  (+/- 180 meters Scaled)
 GD1432
 GD1432                          SUPERSEDED SURVEY CONTROL
 GD1432
 GD1432  NGVD 29 (??/??/??)  137.72   (m)          451.8    (f) RESET       3  
 GD1432
 GD1432.Superseded values are not recommended for survey control.
 GD1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1432.See file dsdata.txt to determine how the superseded data were derived.
 GD1432
 GD1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF325263(NAD 83)
 GD1432_MARKER: DR = REFERENCE MARK DISK
 GD1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1432_STAMPING: JACKSON 2 RM 3 1976
 GD1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1432+STABILITY: SURFACE MOTION
 GD1432
 GD1432  HISTORY     - Date     Condition        Report By
 GD1432  HISTORY     - 1976     MONUMENTED       NGS
 GD1432
 GD1432                          STATION DESCRIPTION
 GD1432
 GD1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1432'2.0 MI N FROM MARTIN.
 GD1432'1.85 MILES NORTH ALONG OLD HIGHWAY 45 EAST, FROM ITS JUNCTION WITH
 GD1432'STATE HIGHWAY 22 AT MARTIN, THENCE 0.95 MILE WEST ALONG PARISH ROAD
 GD1432'TO THE INTERSECTION WITH NEW HIGHWAY 45 EAST AND THE MARK ON THE LEFT,
 GD1432'580 FEET SOUTH OF THE CENTERLINE OF PARISH ROAD, ON THE EAST RIGHT-
 GD1432'OF-WAY OF THE HIGHWAY, 1 FOOT WEST OF THE FENCE, AND 1 FOOT SOUTH OF
 GD1432'A METAL WITNESS POST.  A PRE-CAST ALUMINUM REFERENCE MONEMENT WITH
 GD1432'MAGNETS PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1433 ***********************************************************************
 GD1433  DESIGNATION -  JACKSON 2 RM 4
 GD1433  PID         -  GD1433
 GD1433  STATE/COUNTY-  TN/WEAKLEY
 GD1433  USGS QUAD   -  MARTIN (1983)
 GD1433
 GD1433                         *CURRENT SURVEY CONTROL
 GD1433  ___________________________________________________________________
 GD1433* NAD 83(1986)-  36 22 04.     (N)    088 52 00.     (W)     SCALED    
 GD1433* NAVD 88     -       137.03   (+/-2cm)     449.6    (feet)  VERTCON   
 GD1433  ___________________________________________________________________
 GD1433  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1433
 GD1433  VERT ORDER  -  THIRD (See Below)
 GD1433
 GD1433.The horizontal coordinates were scaled from a topographic map and have
 GD1433.an estimated accuracy of +/- 6 seconds.
 GD1433
 GD1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1433.The vertical order pertains to the NGVD 29 superseded value.
 GD1433
 GD1433.The geoid height was determined by GEOID03.
 GD1433
 GD1433;                    North         East    Units  Estimated Accuracy
 GD1433;SPC TN       -   229,490.      342,780.      MT  (+/- 180 meters Scaled)
 GD1433
 GD1433                          SUPERSEDED SURVEY CONTROL
 GD1433
 GD1433  NGVD 29 (??/??/??)  137.03   (m)          449.6    (f) RESET       3  
 GD1433
 GD1433.Superseded values are not recommended for survey control.
 GD1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1433.See file dsdata.txt to determine how the superseded data were derived.
 GD1433
 GD1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF325263(NAD 83)
 GD1433_MARKER: DR = REFERENCE MARK DISK
 GD1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1433_STAMPING: JACKSON 2 RM 4 1976
 GD1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1433+STABILITY: SURFACE MOTION
 GD1433
 GD1433  HISTORY     - Date     Condition        Report By
 GD1433  HISTORY     - 1976     MONUMENTED       NGS
 GD1433
 GD1433                          STATION DESCRIPTION
 GD1433
 GD1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1433'2.0 MI N FROM MARTIN.
 GD1433'1.85 MILES NORTH ALONG OLD HIGHWAY 45 EAST, FROM ITS JUNCTION WITH
 GD1433'STATE HIGHWAY 22 AT MARTIN, THENCE 0.95 MILE WEST ALONG PARISH ROAD
 GD1433'TO THE INTERSECTION WITH NEW HIGHWAY 45 EAST AND THE MARK ON THE LEFT,
 GD1433'645 FEET SOUTH OF THE CENTERLINE OF PARISH ROAD, 1 FOOT NORTH OF A
 GD1433'METAL WITNESS POST, 1 FOOT WEST OF FENCE AND ON THE EAST RIGHT-OF-WAY
 GD1433'OF THE HIGHWAY.  A STANDARD PRE-CAST ALUMINUM MONUMENT WITH MAGNETS
 GD1433'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2328 ***********************************************************************
 FE2328  DESIGNATION -  JACKSON ALUMINUM FOILS TANK
 FE2328  PID         -  FE2328
 FE2328  STATE/COUNTY-  TN/MADISON
 FE2328  USGS QUAD   -  JACKSON NORTH (1983)
 FE2328
 FE2328                         *CURRENT SURVEY CONTROL
 FE2328  ___________________________________________________________________
 FE2328* NAD 83(1995)-  35 38 10.20379(N)    088 48 05.80070(W)     ADJUSTED  
 FE2328* NAVD 88     -                                                        
 FE2328  ___________________________________________________________________
 FE2328  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FE2328  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2328
 FE2328  HORZ ORDER  -  THIRD
 FE2328
 FE2328.The horizontal coordinates were established by classical geodetic methods
 FE2328.and adjusted by the National Geodetic Survey in April 1999..
 FE2328
 FE2328
 FE2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2328
 FE2328.The geoid height was determined by GEOID03.
 FE2328
 FE2328;                    North         East     Units Scale Factor Converg.
 FE2328;SPC TN       -   148,179.909   346,287.456   MT  0.99995433   -1 38 24.6
 FE2328;SPC TN       -   486,153.58  1,136,111.43   sFT  0.99995433   -1 38 24.6
 FE2328;UTM  16      - 3,945,089.920   336,873.794   MT  0.99992792   -1 02 59.7
 FE2328
 FE2328                          SUPERSEDED SURVEY CONTROL
 FE2328
 FE2328  NAD 83(1995)-  35 38 10.20869(N)    088 48 05.80552(W) AD(       ) 4
 FE2328  NAD 83(1986)-  35 38 10.21527(N)    088 48 05.80157(W) AD(       ) 4
 FE2328  NAD 27      -  35 38 09.96200(N)    088 48 05.59800(W) AD(       ) 3
 FE2328
 FE2328.Superseded values are not recommended for survey control.
 FE2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2328.See file dsdata.txt to determine how the superseded data were derived.
 FE2328
 FE2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3687445090(NAD 83)
 FE2328_MARKER: 53 = ELEVATED TANK
 FE2328
 FE2328  HISTORY     - Date     Condition        Report By
 FE2328  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2328
 FE2328                          STATION DESCRIPTION
 FE2328
 FE2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2328'STATION IS LOCATED ABOUT 500 FEET NORTHEAST OF THE INTERSECTION OF
 FE2328'RICHMOND AND HIGHVIEW STREETS IN THE CITY OF JACKSON. IT IS A SIX
 FE2328'LEGGED STEEL STRUCTURE ABOUT 150 FEET HIGH AND PAINTED SILVER.  THE
 FE2328'POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2351 ***********************************************************************
 FE2351  DESIGNATION -  JACKSON AMERICAN CREOSOTE STK
 FE2351  PID         -  FE2351
 FE2351  STATE/COUNTY-  TN/MADISON
 FE2351  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2351
 FE2351                         *CURRENT SURVEY CONTROL
 FE2351  ___________________________________________________________________
 FE2351* NAD 83(1995)-  35 36 38.05569(N)    088 50 08.83471(W)     ADJUSTED  
 FE2351* NAVD 88     -                                                        
 FE2351  ___________________________________________________________________
 FE2351  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FE2351  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2351
 FE2351  HORZ ORDER  -  THIRD
 FE2351
 FE2351.The horizontal coordinates were established by classical geodetic methods
 FE2351.and adjusted by the National Geodetic Survey in April 1999..
 FE2351
 FE2351
 FE2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2351
 FE2351.The geoid height was determined by GEOID03.
 FE2351
 FE2351;                    North         East     Units Scale Factor Converg.
 FE2351;SPC TN       -   145,430.361   343,111.069   MT  0.99995597   -1 39 36.7
 FE2351;SPC TN       -   477,132.78  1,125,690.23   sFT  0.99995597   -1 39 36.7
 FE2351;UTM  16      - 3,942,307.834   333,725.985   MT  0.99994070   -1 04 09.0
 FE2351
 FE2351                          SUPERSEDED SURVEY CONTROL
 FE2351
 FE2351  NAD 83(1995)-  35 36 38.06064(N)    088 50 08.83960(W) AD(       ) 4
 FE2351  NAD 83(1986)-  35 36 38.06708(N)    088 50 08.83542(W) AD(       ) 4
 FE2351  NAD 27      -  35 36 37.81200(N)    088 50 08.62900(W) AD(       ) 3
 FE2351
 FE2351.Superseded values are not recommended for survey control.
 FE2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2351.See file dsdata.txt to determine how the superseded data were derived.
 FE2351
 FE2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3372642308(NAD 83)
 FE2351_MARKER: 63 = STACK
 FE2351
 FE2351  HISTORY     - Date     Condition        Report By
 FE2351  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2351
 FE2351                          STATION DESCRIPTION
 FE2351
 FE2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2351'STATION IS LOCATED ABOUT 200 FEET SOUTH OF THE INTERSECTION OF MEADOW
 FE2351'STREET AND STATE STREET IN THE CITY OF JACKSON.  IT IS A METAL
 FE2351'STACK PAINTED SILVER AND ABOUT 100 FEET HIGH.  A TRAVERSE CONNECTION
 FE2351'WAS MADE FROM TRIANGULATION STATION MEADOW AND THE DISTANCE WAS
 FE2351'FOUND TO BE 268.4 FEET (81.81 METERS).  THE POINT OBSERVED ON AND
 FE2351'TRAVERSED TO WAS THE CENTER OF THE BASE OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1522 ***********************************************************************
 GD1522  DESIGNATION -  JACKSON AZ MK
 GD1522  PID         -  GD1522
 GD1522  STATE/COUNTY-  TN/WEAKLEY
 GD1522  USGS QUAD   -  MARTIN (1983)
 GD1522
 GD1522                         *CURRENT SURVEY CONTROL
 GD1522  ___________________________________________________________________
 GD1522* NAD 83(1995)-  36 22 10.20968(N)    088 52 15.88184(W)     ADJUSTED  
 GD1522* NAVD 88     -       124.5    (meters)     408.     (feet)  VERTCON   
 GD1522  ___________________________________________________________________
 GD1522  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GD1522  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1522
 GD1522  HORZ ORDER  -  SECOND
 GD1522
 GD1522.The horizontal coordinates were established by classical geodetic methods
 GD1522.and adjusted by the National Geodetic Survey in April 1999..
 GD1522
 GD1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1522
 GD1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1522
 GD1522.The geoid height was determined by GEOID03.
 GD1522
 GD1522;                    North         East     Units Scale Factor Converg.
 GD1522;SPC TN       -   229,694.081   342,385.000   MT  0.99999197   -1 40 51.0
 GD1522;SPC TN       -   753,588.00  1,123,308.12   sFT  0.99999197   -1 40 51.0
 GD1522;UTM  16      - 4,026,558.554   332,145.413   MT  0.99994715   -1 06 35.2
 GD1522
 GD1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1522!SPC TN       -   0.99998488  x   0.99999197  =   0.99997685
 GD1522!UTM  16      -   0.99998488  x   0.99994715  =   0.99993203
 GD1522
 GD1522:                Primary Azimuth Mark                     Grid Az
 GD1522:SPC TN       -  JACKSON 2                                117 18 14.6
 GD1522:UTM  16      -  JACKSON 2                                116 43 58.8
 GD1522
 GD1522|---------------------------------------------------------------------|
 GD1522| PID    Reference Object                     Distance      Geod. Az  |
 GD1522|                                                           dddmmss.s |
 GD1522| GD1431 JACKSON 2                           420.478 METERS 1153723.6 |
 GD1522| GD0314 JACKSON                             404.602 METERS 1185445.2 |
 GD1522|---------------------------------------------------------------------|
 GD1522
 GD1522                          SUPERSEDED SURVEY CONTROL
 GD1522
 GD1522  NAD 83(1995)-  36 22 10.21061(N)    088 52 15.88261(W) AD(       ) 2
 GD1522  NAD 83(1995)-  36 22 10.21190(N)    088 52 15.88469(W) AD(       ) 2
 GD1522  NAD 83(1986)-  36 22 10.22282(N)    088 52 15.88068(W) AD(       ) 2
 GD1522  NAD 27      -  36 22 09.99649(N)    088 52 15.66200(W) AD(       ) 2
 GD1522  NGVD 29 (07/19/86)  124.5    (m)          408.     (f) VERT ANG       
 GD1522
 GD1522.Superseded values are not recommended for survey control.
 GD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1522.See file dsdata.txt to determine how the superseded data were derived.
 GD1522
 GD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3214526559(NAD 83)
 GD1522_MARKER: DD = SURVEY DISK
 GD1522_SETTING: 0 = UNSPECIFIED SETTING
 GD1522_STAMPING: JACKSON AZI 1934
 GD1522_MARK LOGO: CGS   
 GD1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1522
 GD1522  HISTORY     - Date     Condition        Report By
 GD1522  HISTORY     - 1934     MONUMENTED       NGS
 GD1522
 GD1522                          STATION DESCRIPTION
 GD1522
 GD1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (CLN)
 GD1522'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 GD1522'45 E, ABOUT 2 MILES NORTH OF MARTIN.
 GD1522'
 GD1522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 GD1522'US HIGHWAY 45 E (1 BLOCK WEST OF THE U.S. POST OFFICE) AT MARTIN,
 GD1522'GO NORTH ON HIGHWAY 45 E FOR 1.85 MILES TO A PAVED ROAD LEFT.
 GD1522'TURN LEFT AND GO WEST ON PARISH ROAD FOR 0.95 MILE TO THE
 GD1522'INTERSECTION OF NEW U.S. HIGHWAY 45 E.
 GD1522'CONTINUE WEST ON PARISH ROAD FOR 0.1 MILE TO A CURVE TO
 GD1522'THE RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE WEST ON
 GD1522'THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1522'
 GD1522'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 14 FEET
 GD1522'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 51 FEET SOUTHEAST
 GD1522'OF A POWER POLE AND 19 FEET WEST OF THE EXTENDED CENTERLINE OF A
 GD1522'DRIVEWAY NORTH TO A BRICK HOUSE.  THE MONUMENT PROJECTS 6 INCHES
 GD1522'AND THE DISK IS STAMPED JACKSON AZI 1934.
 GD1522'
 GD1522'NEAREST TOWN--MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2352 ***********************************************************************
 FE2352  DESIGNATION -  JACKSON BEARE ICE AND COAL STK
 FE2352  PID         -  FE2352
 FE2352  STATE/COUNTY-  TN/MADISON
 FE2352  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2352
 FE2352                         *CURRENT SURVEY CONTROL
 FE2352  ___________________________________________________________________
 FE2352* NAD 83(1995)-  35 36 33.37888(N)    088 49 19.08552(W)     ADJUSTED  
 FE2352* NAVD 88     -                                                        
 FE2352  ___________________________________________________________________
 FE2352  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2352  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2352
 FE2352  HORZ ORDER  -  THIRD
 FE2352
 FE2352.The horizontal coordinates were established by classical geodetic methods
 FE2352.and adjusted by the National Geodetic Survey in April 1999..
 FE2352
 FE2352
 FE2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2352
 FE2352.The geoid height was determined by GEOID03.
 FE2352
 FE2352;                    North         East     Units Scale Factor Converg.
 FE2352;SPC TN       -   145,250.103   344,358.425   MT  0.99995606   -1 39 07.5
 FE2352;SPC TN       -   476,541.38  1,129,782.60   sFT  0.99995606   -1 39 07.5
 FE2352;UTM  16      - 3,942,140.455   334,975.110   MT  0.99993560   -1 03 39.9
 FE2352
 FE2352                          SUPERSEDED SURVEY CONTROL
 FE2352
 FE2352  NAD 83(1995)-  35 36 33.38382(N)    088 49 19.09038(W) AD(       ) 4
 FE2352  NAD 83(1986)-  35 36 33.39043(N)    088 49 19.08639(W) AD(       ) 4
 FE2352  NAD 27      -  35 36 33.13500(N)    088 49 18.88000(W) AD(       ) 3
 FE2352
 FE2352.Superseded values are not recommended for survey control.
 FE2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2352.See file dsdata.txt to determine how the superseded data were derived.
 FE2352
 FE2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3497542140(NAD 83)
 FE2352_MARKER: 63 = STACK
 FE2352
 FE2352  HISTORY     - Date     Condition        Report By
 FE2352  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2352
 FE2352                          STATION DESCRIPTION
 FE2352
 FE2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2352'STATION IS LOCATED IN THE SOUTHWEST SECTION OF JACKSON.  IT IS A
 FE2352'BLACK METAL STACK ABOUT 75 FEET HIGH.  THE POINT OBSERVED ON
 FE2352'WAS THE CENTER OF THE TOP OF THE STACK.
 FE2352'
 FE2352'TO REACH THE STATION FROM THE INTERSECTION OF SHANNON AND SYCAMORE
 FE2352'STREETS IN JACKSON GO WEST ON SYCAMORE STREET FOR 0.1 MILE, TURN LEFT
 FE2352'AND GO 0.1 MILE TO THE BEARE ICE AND COAL CO. JUST BEFORE REACHING
 FE2352'RAILROAD TRACKS AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0730 ***********************************************************************
 FE0730  DESIGNATION -  JACKSON BM
 FE0730  PID         -  FE0730
 FE0730  STATE/COUNTY-  TN/MADISON
 FE0730  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0730
 FE0730                         *CURRENT SURVEY CONTROL
 FE0730  ___________________________________________________________________
 FE0730* NAD 83(1986)-  35 36 49.     (N)    088 49 09.     (W)     SCALED    
 FE0730* NAVD 88     -       121.884  (meters)     399.88   (feet)  ADJUSTED  
 FE0730  ___________________________________________________________________
 FE0730  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0730  DYNAMIC HT  -         121.775 (meters)     399.52  (feet)  COMP
 FE0730  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FE0730
 FE0730  VERT ORDER  -  FIRST     CLASS II
 FE0730
 FE0730.The horizontal coordinates were scaled from a topographic map and have
 FE0730.an estimated accuracy of +/- 6 seconds.
 FE0730
 FE0730.The orthometric height was determined by differential leveling
 FE0730.and adjusted by the National Geodetic Survey in June 1991..
 FE0730
 FE0730.The geoid height was determined by GEOID03.
 FE0730
 FE0730.The dynamic height is computed by dividing the NAVD 88
 FE0730.geopotential number by the normal gravity value computed on the
 FE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0730.degrees latitude (g = 980.6199 gals.).
 FE0730
 FE0730.The modeled gravity was interpolated from observed gravity values.
 FE0730
 FE0730;                    North         East    Units  Estimated Accuracy
 FE0730;SPC TN       -   145,720.      344,630.      MT  (+/- 180 meters Scaled)
 FE0730
 FE0730                          SUPERSEDED SURVEY CONTROL
 FE0730
 FE0730  NGVD 29 (??/??/??)  121.920  (m)          400.00   (f) ADJUSTED    1 2
 FE0730
 FE0730.Superseded values are not recommended for survey control.
 FE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0730.See file dsdata.txt to determine how the superseded data were derived.
 FE0730
 FE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE352426(NAD 83)
 FE0730_MARKER: DB = BENCH MARK DISK
 FE0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0730_SP_SET: BUILDING
 FE0730_STAMPING: JACKSON 1933 400.052
 FE0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0730+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0730
 FE0730  HISTORY     - Date     Condition        Report By
 FE0730  HISTORY     - 1933     MONUMENTED       CGS
 FE0730  HISTORY     - 1948     GOOD             CGS
 FE0730  HISTORY     - 20020909 GOOD             USACE
 FE0730
 FE0730                          STATION DESCRIPTION
 FE0730
 FE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0730'AT JACKSON.
 FE0730'AT JACKSON, AT THE INTERSECTION OF MARKET STREET AND BALTIMORE
 FE0730'STREET, IN THE TOP OF THE EAST END OF THE BANISTER AT THE NORTH
 FE0730'END OF THE STEPS TO THE MAIN (EAST) ENTRANCE TO THE POST OFFICE
 FE0730'AND FEDERAL BUILDING, IN LINE WITH THE EAST EDGE OF THE LOWEST
 FE0730'STEP AND ABOUT 1 FOOT ABOVE THE SIDE WALK.
 FE0730
 FE0730                          STATION RECOVERY (2002)
 FE0730
 FE0730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0730'POST OFFICE HAS MOVED 1 BUILDING S. MONUMENT IS AT ED JONES FED. BLDG
 FE0730'AND COURTHOUSE AT 109 S MARKET ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2329 ***********************************************************************
 FE2329  DESIGNATION -  JACKSON BUDDE AND WEIS TANK
 FE2329  PID         -  FE2329
 FE2329  STATE/COUNTY-  TN/MADISON
 FE2329  USGS QUAD   -  JACKSON NORTH (1983)
 FE2329
 FE2329                         *CURRENT SURVEY CONTROL
 FE2329  ___________________________________________________________________
 FE2329* NAD 83(1995)-  35 37 52.28446(N)    088 48 21.72651(W)     ADJUSTED  
 FE2329* NAVD 88     -                                                        
 FE2329  ___________________________________________________________________
 FE2329  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2329  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2329
 FE2329  HORZ ORDER  -  THIRD
 FE2329
 FE2329.The horizontal coordinates were established by classical geodetic methods
 FE2329.and adjusted by the National Geodetic Survey in April 1999..
 FE2329
 FE2329
 FE2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2329
 FE2329.The geoid height was determined by GEOID03.
 FE2329
 FE2329;                    North         East     Units Scale Factor Converg.
 FE2329;SPC TN       -   147,639.363   345,871.114   MT  0.99995464   -1 38 34.0
 FE2329;SPC TN       -   484,380.14  1,134,745.48   sFT  0.99995464   -1 38 34.0
 FE2329;UTM  16      - 3,944,545.128   336,463.053   MT  0.99992957   -1 03 08.5
 FE2329
 FE2329                          SUPERSEDED SURVEY CONTROL
 FE2329
 FE2329  NAD 83(1995)-  35 37 52.28936(N)    088 48 21.73134(W) AD(       ) 4
 FE2329  NAD 83(1986)-  35 37 52.29594(N)    088 48 21.72741(W) AD(       ) 4
 FE2329  NAD 27      -  35 37 52.04200(N)    088 48 21.52300(W) AD(       ) 3
 FE2329
 FE2329.Superseded values are not recommended for survey control.
 FE2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2329.See file dsdata.txt to determine how the superseded data were derived.
 FE2329
 FE2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3646344545(NAD 83)
 FE2329_MARKER: 53 = ELEVATED TANK
 FE2329
 FE2329  HISTORY     - Date     Condition        Report By
 FE2329  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2329
 FE2329                          STATION DESCRIPTION
 FE2329
 FE2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2329'STATION IS LOCATED ABOUT 300 FEET SOUTH OF THE INTERSECTION OF HARDEE
 FE2329'AND RICHMOND STREETS IN THE CITY OF JACKSON.  IT IS A FOUR LEGGED
 FE2329'STEEL WATER TANK ON TOP OF A ONE STORY BRICK BUILDING ABOUT 100 FEET
 FE2329'HIGH AND PAINTED SILVER.  THE POINT OBSERVED ON WAS THE SMALL
 FE2329'BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2353 ***********************************************************************
 FE2353  DESIGNATION -  JACKSON CITY POLICE RADIO MAST
 FE2353  PID         -  FE2353
 FE2353  STATE/COUNTY-  TN/MADISON
 FE2353  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2353
 FE2353                         *CURRENT SURVEY CONTROL
 FE2353  ___________________________________________________________________
 FE2353* NAD 83(1995)-  35 36 50.49201(N)    088 48 59.60281(W)     ADJUSTED  
 FE2353* NAVD 88     -                                                        
 FE2353  ___________________________________________________________________
 FE2353  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2353  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2353
 FE2353  HORZ ORDER  -  THIRD
 FE2353
 FE2353.The horizontal coordinates were established by classical geodetic methods
 FE2353.and adjusted by the National Geodetic Survey in April 1999..
 FE2353
 FE2353
 FE2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2353
 FE2353.The geoid height was determined by GEOID03.
 FE2353
 FE2353;                    North         East     Units Scale Factor Converg.
 FE2353;SPC TN       -   145,763.165   344,863.725   MT  0.99995574   -1 38 56.1
 FE2353;SPC TN       -   478,224.65  1,131,440.40   sFT  0.99995574   -1 38 56.1
 FE2353;UTM  16      - 3,942,658.689   335,475.082   MT  0.99993357   -1 03 29.0
 FE2353
 FE2353                          SUPERSEDED SURVEY CONTROL
 FE2353
 FE2353  NAD 83(1995)-  35 36 50.49693(N)    088 48 59.60766(W) AD(       ) 4
 FE2353  NAD 83(1986)-  35 36 50.50354(N)    088 48 59.60369(W) AD(       ) 4
 FE2353  NAD 27      -  35 36 50.24800(N)    088 48 59.39800(W) AD(       ) 3
 FE2353
 FE2353.Superseded values are not recommended for survey control.
 FE2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2353.See file dsdata.txt to determine how the superseded data were derived.
 FE2353
 FE2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3547542659(NAD 83)
 FE2353_MARKER: 42 = RADIO/TV MAST
 FE2353
 FE2353  HISTORY     - Date     Condition        Report By
 FE2353  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2353
 FE2353                          STATION DESCRIPTION
 FE2353
 FE2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2353'STATION IS LOCATED ON THE SOUTHWEST CORNER OF MAIN STREET AND
 FE2353'CUMBERLAND STREET IN THE CITY OF JACKSON. IT IS A RED AND WHITE
 FE2353'RADIO MAST ON THE ROOF OF THE CITY HALL AND ABOUT 125 FEET ABOVE THE
 FE2353'GROUND.  THE POINT OBSERVED ON WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2330 ***********************************************************************
 FE2330  DESIGNATION -  JACKSON EAST MUN STANDPIPE
 FE2330  PID         -  FE2330
 FE2330  STATE/COUNTY-  TN/MADISON
 FE2330  USGS QUAD   -  JACKSON NORTH (1983)
 FE2330
 FE2330                         *CURRENT SURVEY CONTROL
 FE2330  ___________________________________________________________________
 FE2330* NAD 83(1995)-  35 37 41.22580(N)    088 48 16.28861(W)     ADJUSTED  
 FE2330* NAVD 88     -                                                        
 FE2330  ___________________________________________________________________
 FE2330  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2330  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2330
 FE2330  HORZ ORDER  -  THIRD
 FE2330
 FE2330.The horizontal coordinates were established by classical geodetic methods
 FE2330.and adjusted by the National Geodetic Survey in April 1999..
 FE2330
 FE2330
 FE2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2330
 FE2330.The geoid height was determined by GEOID03.
 FE2330
 FE2330;                    North         East     Units Scale Factor Converg.
 FE2330;SPC TN       -   147,294.769   345,998.112   MT  0.99995483   -1 38 30.8
 FE2330;SPC TN       -   483,249.59  1,135,162.14   sFT  0.99995483   -1 38 30.8
 FE2330;UTM  16      - 3,944,201.869   336,593.593   MT  0.99992905   -1 03 05.1
 FE2330
 FE2330                          SUPERSEDED SURVEY CONTROL
 FE2330
 FE2330  NAD 83(1995)-  35 37 41.23071(N)    088 48 16.29349(W) AD(       ) 4
 FE2330  NAD 83(1986)-  35 37 41.23713(N)    088 48 16.28931(W) AD(       ) 4
 FE2330  NAD 27      -  35 37 40.98200(N)    088 48 16.08800(W) AD(       ) 3
 FE2330
 FE2330.Superseded values are not recommended for survey control.
 FE2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2330.See file dsdata.txt to determine how the superseded data were derived.
 FE2330
 FE2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3659444202(NAD 83)
 FE2330_MARKER: 52 = STANDPIPE TANK
 FE2330
 FE2330  HISTORY     - Date     Condition        Report By
 FE2330  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2330
 FE2330                          STATION DESCRIPTION
 FE2330
 FE2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2330'STATION IS LOCATED ON THE WEST SIDE OF MIDDLETON STREET ABOUT 200
 FE2330'FEET NORTHWEST OF THE INTERSECTION OF LANE AVE.  IT IS A LARGE
 FE2330'STANDPIPE ABOUT 100 FEET HIGH AND PAINTED SILVER.  A TRAVERSE
 FE2330'CONNECTION WAS MADE TO TRIANGULATION PAUL AND THE DISTANCE WAS
 FE2330'FOUND TO BE 236.7 FEET (72.15 METERS).  THE POINT TRAVERSED TO AND
 FE2330'OBSERVED ON WAS THE CENTER OF THE BASE OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2354 ***********************************************************************
 FE2354  DESIGNATION -  JACKSON FED COMP WHSE TANK 1
 FE2354  PID         -  FE2354
 FE2354  STATE/COUNTY-  TN/MADISON
 FE2354  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2354
 FE2354                         *CURRENT SURVEY CONTROL
 FE2354  ___________________________________________________________________
 FE2354* NAD 83(1995)-  35 36 24.47271(N)    088 49 10.48018(W)     ADJUSTED  
 FE2354* NAVD 88     -                                                        
 FE2354  ___________________________________________________________________
 FE2354  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2354  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2354
 FE2354  HORZ ORDER  -  THIRD
 FE2354
 FE2354.The horizontal coordinates were established by classical geodetic methods
 FE2354.and adjusted by the National Geodetic Survey in April 1999..
 FE2354
 FE2354
 FE2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2354
 FE2354.The geoid height was determined by GEOID03.
 FE2354
 FE2354;                    North         East     Units Scale Factor Converg.
 FE2354;SPC TN       -   144,969.500   344,567.001   MT  0.99995623   -1 39 02.5
 FE2354;SPC TN       -   475,620.77  1,130,466.90   sFT  0.99995623   -1 39 02.5
 FE2354;UTM  16      - 3,941,862.024   335,186.566   MT  0.99993474   -1 03 34.7
 FE2354
 FE2354                          SUPERSEDED SURVEY CONTROL
 FE2354
 FE2354  NAD 83(1995)-  35 36 24.47764(N)    088 49 10.48504(W) AD(       ) 4
 FE2354  NAD 83(1986)-  35 36 24.48426(N)    088 49 10.48106(W) AD(       ) 4
 FE2354  NAD 27      -  35 36 24.22900(N)    088 49 10.27500(W) AD(       ) 3
 FE2354
 FE2354.Superseded values are not recommended for survey control.
 FE2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2354.See file dsdata.txt to determine how the superseded data were derived.
 FE2354
 FE2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3518741862(NAD 83)
 FE2354_MARKER: 53 = ELEVATED TANK
 FE2354
 FE2354  HISTORY     - Date     Condition        Report By
 FE2354  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2354
 FE2354                          STATION DESCRIPTION
 FE2354
 FE2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2354'STATION IS LOCATED ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF
 FE2354'LIBERTY STREET AND THE N.C. AND ST.L. RAILROAD TRACKS IN THE CITY OF
 FE2354'JACKSON.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND
 FE2354'PAINTED SILVER.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX
 FE2354'OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2355 ***********************************************************************
 FE2355  DESIGNATION -  JACKSON FED COMP WHSE TANK 2
 FE2355  PID         -  FE2355
 FE2355  STATE/COUNTY-  TN/MADISON
 FE2355  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2355
 FE2355                         *CURRENT SURVEY CONTROL
 FE2355  ___________________________________________________________________
 FE2355* NAD 83(1995)-  35 36 34.65569(N)    088 48 38.82094(W)     ADJUSTED  
 FE2355* NAVD 88     -                                                        
 FE2355  ___________________________________________________________________
 FE2355  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2355  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2355
 FE2355  HORZ ORDER  -  THIRD
 FE2355
 FE2355.The horizontal coordinates were established by classical geodetic methods
 FE2355.and adjusted by the National Geodetic Survey in April 1999..
 FE2355
 FE2355
 FE2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2355
 FE2355.The geoid height was determined by GEOID03.
 FE2355
 FE2355;                    North         East     Units Scale Factor Converg.
 FE2355;SPC TN       -   145,260.279   345,372.487   MT  0.99995603   -1 38 44.0
 FE2355;SPC TN       -   476,574.77  1,133,109.57   sFT  0.99995603   -1 38 44.0
 FE2355;UTM  16      - 3,942,161.089   335,988.991   MT  0.99993149   -1 03 16.5
 FE2355
 FE2355                          SUPERSEDED SURVEY CONTROL
 FE2355
 FE2355  NAD 83(1995)-  35 36 34.66061(N)    088 48 38.82581(W) AD(       ) 4
 FE2355  NAD 83(1986)-  35 36 34.66723(N)    088 48 38.82184(W) AD(       ) 4
 FE2355  NAD 27      -  35 36 34.41100(N)    088 48 38.61800(W) AD(       ) 3
 FE2355
 FE2355.Superseded values are not recommended for survey control.
 FE2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2355.See file dsdata.txt to determine how the superseded data were derived.
 FE2355
 FE2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3598942161(NAD 83)
 FE2355_MARKER: 53 = ELEVATED TANK
 FE2355
 FE2355  HISTORY     - Date     Condition        Report By
 FE2355  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2355
 FE2355                          STATION DESCRIPTION
 FE2355
 FE2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2355'STATION IS LOCATED ON THE EAST SIDE OF THE G.M. AND O. RAILROAD
 FE2355'TRACKS ABOUT 300 FEET NORTH OF MADISON STREET IN THE CITY OF
 FE2355'JACKSON.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 115 FEET HIGH AND
 FE2355'PAINTED SILVER WITH THE LEGEND FEDERAL COMPRESS AND WHSE. CO.
 FE2355'PLANT NO. 2 PAINTED IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH
 FE2355'SIDE OF THE TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE
 FE2355'APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2356 ***********************************************************************
 FE2356  DESIGNATION -  JACKSON FED COMP WHSE TANK 3
 FE2356  PID         -  FE2356
 FE2356  STATE/COUNTY-  TN/MADISON
 FE2356  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2356
 FE2356                         *CURRENT SURVEY CONTROL
 FE2356  ___________________________________________________________________
 FE2356* NAD 83(1995)-  35 36 26.05543(N)    088 49 01.43623(W)     ADJUSTED  
 FE2356* NAVD 88     -                                                        
 FE2356  ___________________________________________________________________
 FE2356  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FE2356  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2356
 FE2356  HORZ ORDER  -  THIRD
 FE2356
 FE2356.The horizontal coordinates were established by classical geodetic methods
 FE2356.and adjusted by the National Geodetic Survey in April 1999..
 FE2356
 FE2356
 FE2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2356
 FE2356.The geoid height was determined by GEOID03.
 FE2356
 FE2356;                    North         East     Units Scale Factor Converg.
 FE2356;SPC TN       -   145,011.703   344,795.930   MT  0.99995620   -1 38 57.2
 FE2356;SPC TN       -   475,759.23  1,131,217.98   sFT  0.99995620   -1 38 57.2
 FE2356;UTM  16      - 3,941,906.585   335,415.042   MT  0.99993381   -1 03 29.4
 FE2356
 FE2356                          SUPERSEDED SURVEY CONTROL
 FE2356
 FE2356  NAD 83(1995)-  35 36 26.06036(N)    088 49 01.44109(W) AD(       ) 4
 FE2356  NAD 83(1986)-  35 36 26.06698(N)    088 49 01.43712(W) AD(       ) 4
 FE2356  NAD 27      -  35 36 25.81100(N)    088 49 01.23200(W) AD(       ) 3
 FE2356
 FE2356.Superseded values are not recommended for survey control.
 FE2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2356.See file dsdata.txt to determine how the superseded data were derived.
 FE2356
 FE2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3541541907(NAD 83)
 FE2356_MARKER: 53 = ELEVATED TANK
 FE2356
 FE2356  HISTORY     - Date     Condition        Report By
 FE2356  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2356
 FE2356                          STATION DESCRIPTION
 FE2356
 FE2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2356'STATION IS LOCATED ON THE SOUTHWEST CORNER OF SOUTH CUMBERLAND STREET
 FE2356'AND BEASLEY STREET IN THE CITY OF JACKSON.  IT IS A FOUR LEGGED
 FE2356'STEEL STRUCTURE ABOUT 100 FEET HIGH AND PAINTED SILVER.  THE POINT
 FE2356'OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2357 ***********************************************************************
 FE2357  DESIGNATION -  JACKSON FIRST BAP CH DOME
 FE2357  PID         -  FE2357
 FE2357  STATE/COUNTY-  TN/MADISON
 FE2357  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2357
 FE2357                         *CURRENT SURVEY CONTROL
 FE2357  ___________________________________________________________________
 FE2357* NAD 83(1995)-  35 36 53.33355(N)    088 48 58.07828(W)     ADJUSTED  
 FE2357* NAVD 88     -                                                        
 FE2357  ___________________________________________________________________
 FE2357  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2357  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2357
 FE2357  HORZ ORDER  -  THIRD
 FE2357
 FE2357.The horizontal coordinates were established by classical geodetic methods
 FE2357.and adjusted by the National Geodetic Survey in April 1999..
 FE2357
 FE2357
 FE2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2357
 FE2357.The geoid height was determined by GEOID03.
 FE2357
 FE2357;                    North         East     Units Scale Factor Converg.
 FE2357;SPC TN       -   145,849.597   344,904.595   MT  0.99995568   -1 38 55.2
 FE2357;SPC TN       -   478,508.22  1,131,574.49   sFT  0.99995568   -1 38 55.2
 FE2357;UTM  16      - 3,942,745.536   335,515.057   MT  0.99993341   -1 03 28.2
 FE2357
 FE2357                          SUPERSEDED SURVEY CONTROL
 FE2357
 FE2357  NAD 83(1995)-  35 36 53.33847(N)    088 48 58.08312(W) AD(       ) 4
 FE2357  NAD 83(1986)-  35 36 53.34508(N)    088 48 58.07917(W) AD(       ) 4
 FE2357  NAD 27      -  35 36 53.09000(N)    088 48 57.87400(W) AD(       ) 3
 FE2357
 FE2357.Superseded values are not recommended for survey control.
 FE2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2357.See file dsdata.txt to determine how the superseded data were derived.
 FE2357
 FE2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3551542746(NAD 83)
 FE2357_MARKER: 87 = DOME
 FE2357
 FE2357  HISTORY     - Date     Condition        Report By
 FE2357  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2357
 FE2357                          STATION DESCRIPTION
 FE2357
 FE2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2357'STATION IS LOCATED ON THE SOUTHEAST CORNER OF LAFAYETTE AND
 FE2357'CUMBERLAND STREETS IN THE CITY OF JACKSON.  IT IS A GREY STONE
 FE2357'DOME ATOP A TWO STORY, TAN BRICK BUILDING.  THE POINT OBSERVED ON WAS
 FE2357'THE TOP OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2331 ***********************************************************************
 FE2331  DESIGNATION -  JACKSON GM AND O RR TANK
 FE2331  PID         -  FE2331
 FE2331  STATE/COUNTY-  TN/MADISON
 FE2331  USGS QUAD   -  JACKSON NORTH (1983)
 FE2331
 FE2331                         *CURRENT SURVEY CONTROL
 FE2331  ___________________________________________________________________
 FE2331* NAD 83(1995)-  35 38 44.43603(N)    088 51 39.67216(W)     ADJUSTED  
 FE2331* NAVD 88     -                                                        
 FE2331  ___________________________________________________________________
 FE2331  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2331  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2331
 FE2331  HORZ ORDER  -  THIRD
 FE2331
 FE2331.The horizontal coordinates were established by classical geodetic methods
 FE2331.and adjusted by the National Geodetic Survey in April 1999..
 FE2331
 FE2331
 FE2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2331
 FE2331.The geoid height was determined by GEOID03.
 FE2331
 FE2331;                    North         East     Units Scale Factor Converg.
 FE2331;SPC TN       -   149,390.094   340,939.783   MT  0.99995378   -1 40 29.8
 FE2331;SPC TN       -   490,124.00  1,118,566.60   sFT  0.99995378   -1 40 29.8
 FE2331;UTM  16      - 3,946,244.938   331,514.021   MT  0.99994982   -1 05 05.3
 FE2331
 FE2331                          SUPERSEDED SURVEY CONTROL
 FE2331
 FE2331  NAD 83(1995)-  35 38 44.44092(N)    088 51 39.67684(W) AD(       ) 4
 FE2331  NAD 83(1986)-  35 38 44.44756(N)    088 51 39.67300(W) AD(       ) 4
 FE2331  NAD 27      -  35 38 44.19500(N)    088 51 39.46500(W) AD(       ) 3
 FE2331
 FE2331.Superseded values are not recommended for survey control.
 FE2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2331.See file dsdata.txt to determine how the superseded data were derived.
 FE2331
 FE2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3151446245(NAD 83)
 FE2331_MARKER: 53 = ELEVATED TANK
 FE2331
 FE2331  HISTORY     - Date     Condition        Report By
 FE2331  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2331
 FE2331                          STATION DESCRIPTION
 FE2331
 FE2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2331'THE STATION IS THE CENTER OF THE BALL AT THE TOP OF THE TANK.  THE
 FE2331'TANK IS A SIX LEGGED STEEL STRUCTURE, OWNED BY THE GULF MOBILE AND
 FE2331'OHIO RAILROAD, LOCATED AT THE NORTHWEST EDGE OF JACKSON.  IT HAS THE
 FE2331'LEGEND G M AND O RR PAINTED IN BLACK LETTERS ON THE EAST AND
 FE2331'WEST SIDES.  THE OVERALL HEIGHT OF THE TANK IS ABOUT 65 FEET.
 FE2331'
 FE2331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2331'HIGHWAY 20 AT THE WEST EDGE OF JACKSON, GO NORTHWEST ON HIGHWAY 20
 FE2331'FOR 2.3 MILES TO A SIDE ROAD LEFT AND THE TANK ABOUT 200 FEET SOUTH
 FE2331'OF THE INTERSECTION OF THE SIDE ROAD AND HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2332 ***********************************************************************
 FE2332  DESIGNATION -  JACKSON LANE COLLEGE STACK
 FE2332  PID         -  FE2332
 FE2332  STATE/COUNTY-  TN/MADISON
 FE2332  USGS QUAD   -  JACKSON NORTH (1983)
 FE2332
 FE2332                         *CURRENT SURVEY CONTROL
 FE2332  ___________________________________________________________________
 FE2332* NAD 83(1995)-  35 37 42.52973(N)    088 48 28.15180(W)     ADJUSTED  
 FE2332* NAVD 88     -                                                        
 FE2332  ___________________________________________________________________
 FE2332  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2332  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2332
 FE2332  HORZ ORDER  -  THIRD
 FE2332
 FE2332.The horizontal coordinates were established by classical geodetic methods
 FE2332.and adjusted by the National Geodetic Survey in April 1999..
 FE2332
 FE2332
 FE2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2332
 FE2332.The geoid height was determined by GEOID03.
 FE2332
 FE2332;                    North         East     Units Scale Factor Converg.
 FE2332;SPC TN       -   147,343.495   345,700.893   MT  0.99995480   -1 38 37.7
 FE2332;SPC TN       -   483,409.45  1,134,187.01   sFT  0.99995480   -1 38 37.7
 FE2332;UTM  16      - 3,944,247.529   336,295.895   MT  0.99993025   -1 03 12.0
 FE2332
 FE2332                          SUPERSEDED SURVEY CONTROL
 FE2332
 FE2332  NAD 83(1995)-  35 37 42.53464(N)    088 48 28.15664(W) AD(       ) 4
 FE2332  NAD 83(1986)-  35 37 42.54124(N)    088 48 28.15269(W) AD(       ) 4
 FE2332  NAD 27      -  35 37 42.28700(N)    088 48 27.94800(W) AD(       ) 3
 FE2332
 FE2332.Superseded values are not recommended for survey control.
 FE2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2332.See file dsdata.txt to determine how the superseded data were derived.
 FE2332
 FE2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3629644248(NAD 83)
 FE2332_MARKER: 63 = STACK
 FE2332
 FE2332  HISTORY     - Date     Condition        Report By
 FE2332  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2332
 FE2332                          STATION DESCRIPTION
 FE2332
 FE2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2332'STATION IS LOCATED ABOUT 200 FEET NORTHWEST OF LANE AND HAYES STREETS
 FE2332'IN THE CITY OF JACKSON AND ON THE CAMPUS OF LANE COLLEGE.  IT IS A
 FE2332'RED BRICK STACK ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 FE2332'CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2358 ***********************************************************************
 FE2358  DESIGNATION -  JACKSON MORGAN LUMBER TANK
 FE2358  PID         -  FE2358
 FE2358  STATE/COUNTY-  TN/MADISON
 FE2358  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2358
 FE2358                         *CURRENT SURVEY CONTROL
 FE2358  ___________________________________________________________________
 FE2358* NAD 83(1995)-  35 36 33.97468(N)    088 49 52.08502(W)     ADJUSTED  
 FE2358* NAVD 88     -                                                        
 FE2358  ___________________________________________________________________
 FE2358  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FE2358  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2358
 FE2358  HORZ ORDER  -  THIRD
 FE2358
 FE2358.The horizontal coordinates were established by classical geodetic methods
 FE2358.and adjusted by the National Geodetic Survey in April 1999..
 FE2358
 FE2358
 FE2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2358
 FE2358.The geoid height was determined by GEOID03.
 FE2358
 FE2358;                    North         East     Units Scale Factor Converg.
 FE2358;SPC TN       -   145,292.440   343,528.793   MT  0.99995604   -1 39 26.9
 FE2358;SPC TN       -   476,680.28  1,127,060.72   sFT  0.99995604   -1 39 26.9
 FE2358;UTM  16      - 3,942,174.231   334,145.102   MT  0.99993898   -1 03 59.2
 FE2358
 FE2358                          SUPERSEDED SURVEY CONTROL
 FE2358
 FE2358  NAD 83(1995)-  35 36 33.97962(N)    088 49 52.08987(W) AD(       ) 4
 FE2358  NAD 83(1986)-  35 36 33.98622(N)    088 49 52.08587(W) AD(       ) 4
 FE2358  NAD 27      -  35 36 33.73100(N)    088 49 51.87900(W) AD(       ) 3
 FE2358
 FE2358.Superseded values are not recommended for survey control.
 FE2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2358.See file dsdata.txt to determine how the superseded data were derived.
 FE2358
 FE2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3414542174(NAD 83)
 FE2358_MARKER: 53 = ELEVATED TANK
 FE2358
 FE2358  HISTORY     - Date     Condition        Report By
 FE2358  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2358
 FE2358                          STATION DESCRIPTION
 FE2358
 FE2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2358'STATION IS LOCATED ABOUT 400 FEET SOUTH OF MEADOW STREET AND 0.3 MILE
 FE2358'WEST OF BOLIVAR STREET IN THE CITY OF JACKSON.  IT IS A FOUR LEGGED
 FE2358'STEEL STRUCTURE ABOUT 110 FEET HIGH AND PAINTED SILVER.  THE POINT
 FE2358'OBSERVED ON WAS THE WEATHER VANE AT THE APEX OF THE ROOF OF THE
 FE2358'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2359 ***********************************************************************
 FE2359  DESIGNATION -  JACKSON PUBLIC COMPRESS TANK
 FE2359  PID         -  FE2359
 FE2359  STATE/COUNTY-  TN/MADISON
 FE2359  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2359
 FE2359                         *CURRENT SURVEY CONTROL
 FE2359  ___________________________________________________________________
 FE2359* NAD 83(1995)-  35 37 03.90188(N)    088 50 06.67518(W)     ADJUSTED  
 FE2359* NAVD 88     -                                                        
 FE2359  ___________________________________________________________________
 FE2359  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE2359  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2359
 FE2359  HORZ ORDER  -  THIRD
 FE2359
 FE2359.The horizontal coordinates were established by classical geodetic methods
 FE2359.and adjusted by the National Geodetic Survey in April 1999..
 FE2359
 FE2359
 FE2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2359
 FE2359.The geoid height was determined by GEOID03.
 FE2359
 FE2359;                    North         East     Units Scale Factor Converg.
 FE2359;SPC TN       -   146,224.996   343,188.467   MT  0.99995549   -1 39 35.4
 FE2359;SPC TN       -   479,739.84  1,125,944.16   sFT  0.99995549   -1 39 35.4
 FE2359;UTM  16      - 3,943,103.212   333,795.182   MT  0.99994042   -1 04 08.4
 FE2359
 FE2359                          SUPERSEDED SURVEY CONTROL
 FE2359
 FE2359  NAD 83(1995)-  35 37 03.90682(N)    088 50 06.68002(W) AD(       ) 4
 FE2359  NAD 83(1986)-  35 37 03.91342(N)    088 50 06.67602(W) AD(       ) 4
 FE2359  NAD 27      -  35 37 03.65900(N)    088 50 06.46900(W) AD(       ) 3
 FE2359
 FE2359.Superseded values are not recommended for survey control.
 FE2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2359.See file dsdata.txt to determine how the superseded data were derived.
 FE2359
 FE2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3379543103(NAD 83)
 FE2359_MARKER: 53 = ELEVATED TANK
 FE2359
 FE2359  HISTORY     - Date     Condition        Report By
 FE2359  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2359
 FE2359                          STATION DESCRIPTION
 FE2359
 FE2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2359'STATION IS LOCATED ABOUT 200 FEET NORTH OF POPLAR STREET AND 200 FEET
 FE2359'WEST OF BELLEVUE STREET IN THE CITY OF JACKSON.  IT IS A
 FE2359'FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH, AND PAINTED SILVER
 FE2359'WITH THE LEGEND PUBLIC COMPRESS COMPANY PAINTED IN LARGE BLACK
 FE2359'LETTERS ON THE EAST AND WEST SIDE OF THE TANK.  THE POINT OBSERVED ON
 FE2359'WAS THE SMALL BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2333 ***********************************************************************
 FE2333  DESIGNATION -  JACKSON RAD STA KIJ 653 MAST
 FE2333  PID         -  FE2333
 FE2333  STATE/COUNTY-  TN/MADISON
 FE2333  USGS QUAD   -  JACKSON NORTH (1983)
 FE2333
 FE2333                         *CURRENT SURVEY CONTROL
 FE2333  ___________________________________________________________________
 FE2333* NAD 83(1995)-  35 37 46.17156(N)    088 50 40.49426(W)     ADJUSTED  
 FE2333* NAVD 88     -                                                        
 FE2333  ___________________________________________________________________
 FE2333  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FE2333  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2333
 FE2333  HORZ ORDER  -  THIRD
 FE2333
 FE2333.The horizontal coordinates were established by classical geodetic methods
 FE2333.and adjusted by the National Geodetic Survey in April 1999..
 FE2333
 FE2333
 FE2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2333
 FE2333.The geoid height was determined by GEOID03.
 FE2333
 FE2333;                    North         East     Units Scale Factor Converg.
 FE2333;SPC TN       -   147,551.831   342,375.638   MT  0.99995474   -1 39 55.2
 FE2333;SPC TN       -   484,092.97  1,123,277.41   sFT  0.99995474   -1 39 55.2
 FE2333;UTM  16      - 3,944,421.580   332,968.729   MT  0.99994381   -1 04 29.3
 FE2333
 FE2333                          SUPERSEDED SURVEY CONTROL
 FE2333
 FE2333  NAD 83(1995)-  35 37 46.17650(N)    088 50 40.49908(W) AD(       ) 4
 FE2333  NAD 83(1986)-  35 37 46.18308(N)    088 50 40.49510(W) AD(       ) 4
 FE2333  NAD 27      -  35 37 45.92900(N)    088 50 40.28700(W) AD(       ) 3
 FE2333
 FE2333.Superseded values are not recommended for survey control.
 FE2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2333.See file dsdata.txt to determine how the superseded data were derived.
 FE2333
 FE2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3296944422(NAD 83)
 FE2333_MARKER: 42 = RADIO/TV MAST
 FE2333
 FE2333  HISTORY     - Date     Condition        Report By
 FE2333  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2333
 FE2333                          STATION DESCRIPTION
 FE2333
 FE2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2333'THE STATION IS THE CENTER OF THE TOP OF THE MAST, WHICH IS OWNED AND
 FE2333'OPERATED BY THE WEST TENNESSEE GAS COMPANY.  THE MAST IS A THREE
 FE2333'LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 189 FEET.  IT IS
 FE2333'GUYED, HAS A RED BLINKER LIGHT ON THE TOP AND IS PAINTED IN
 FE2333'ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 FE2333'
 FE2333'THE MAST IS LOCATED AT THE WEST EDGE OF JACKSON.
 FE2333'
 FE2333'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2333'HIGHWAY 20 AT THE WEST EDGE OF JACKSON, GO NORTHWEST ON HIGHWAY 20
 FE2333'FOR 0.9 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT ON THE PAVED ROAD
 FE2333'AND GO SOUTH FOR 0.15 MILE TO A RAILROAD CROSSING AND A GRAVELED ROAD
 FE2333'RIGHT.  TURN RIGHT ON THE GRAVELED ROAD AND GO WEST FOR 0.1 MILE TO
 FE2333'THE GAS BULK PLANT ON THE RIGHT AND THE MAST ABOUT 300 FEET WEST OF
 FE2333'THE WEST EDGE OF THE PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2334 ***********************************************************************
 FE2334  DESIGNATION -  JACKSON RAD STA WDXI NE MAST
 FE2334  PID         -  FE2334
 FE2334  STATE/COUNTY-  TN/MADISON
 FE2334  USGS QUAD   -  JACKSON NORTH (1983)
 FE2334
 FE2334                         *CURRENT SURVEY CONTROL
 FE2334  ___________________________________________________________________
 FE2334* NAD 83(1995)-  35 39 52.52331(N)    088 49 16.11653(W)     ADJUSTED  
 FE2334* NAVD 88     -                                                        
 FE2334  ___________________________________________________________________
 FE2334  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2334  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2334
 FE2334  HORZ ORDER  -  THIRD
 FE2334
 FE2334.The horizontal coordinates were established by classical geodetic methods
 FE2334.and adjusted by the National Geodetic Survey in April 1999..
 FE2334
 FE2334
 FE2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2334
 FE2334.The geoid height was determined by GEOID03.
 FE2334
 FE2334;                    North         East     Units Scale Factor Converg.
 FE2334;SPC TN       -   151,382.766   344,610.006   MT  0.99995275   -1 39 05.8
 FE2334;SPC TN       -   496,661.62  1,130,607.99   sFT  0.99995275   -1 39 05.8
 FE2334;UTM  16      - 3,948,275.267   335,163.495   MT  0.99993483   -1 03 43.3
 FE2334
 FE2334                          SUPERSEDED SURVEY CONTROL
 FE2334
 FE2334  NAD 83(1995)-  35 39 52.52793(N)    088 49 16.12125(W) AD(       ) 4
 FE2334  NAD 83(1986)-  35 39 52.53479(N)    088 49 16.11739(W) AD(       ) 4
 FE2334  NAD 27      -  35 39 52.28300(N)    088 49 15.91200(W) AD(       ) 3
 FE2334
 FE2334.Superseded values are not recommended for survey control.
 FE2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2334.See file dsdata.txt to determine how the superseded data were derived.
 FE2334
 FE2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3516348275(NAD 83)
 FE2334_MARKER: 42 = RADIO/TV MAST
 FE2334
 FE2334  HISTORY     - Date     Condition        Report By
 FE2334  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2334
 FE2334                          STATION DESCRIPTION
 FE2334
 FE2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2334'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2334'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED 1.8 MILES
 FE2334'NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S. HIGHWAY 45 AT
 FE2334'THE SOUTH SIDE OF THE RIDGECREST CEMETERY AND AT THE EAST SIDE OF THE
 FE2334'WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2334'
 FE2334'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2334'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2334'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2334'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2335 ***********************************************************************
 FE2335  DESIGNATION -  JACKSON RAD STA WDXI NW MAST
 FE2335  PID         -  FE2335
 FE2335  STATE/COUNTY-  TN/MADISON
 FE2335  USGS QUAD   -  JACKSON NORTH (1983)
 FE2335
 FE2335                         *CURRENT SURVEY CONTROL
 FE2335  ___________________________________________________________________
 FE2335* NAD 83(1995)-  35 39 53.12823(N)    088 49 21.31904(W)     ADJUSTED  
 FE2335* NAVD 88     -                                                        
 FE2335  ___________________________________________________________________
 FE2335  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2335  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2335
 FE2335  HORZ ORDER  -  THIRD
 FE2335
 FE2335.The horizontal coordinates were established by classical geodetic methods
 FE2335.and adjusted by the National Geodetic Survey in April 1999..
 FE2335
 FE2335
 FE2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2335
 FE2335.The geoid height was determined by GEOID03.
 FE2335
 FE2335;                    North         East     Units Scale Factor Converg.
 FE2335;SPC TN       -   151,405.174   344,479.756   MT  0.99995274   -1 39 08.8
 FE2335;SPC TN       -   496,735.14  1,130,180.67   sFT  0.99995274   -1 39 08.8
 FE2335;UTM  16      - 3,948,296.332   335,033.023   MT  0.99993536   -1 03 46.4
 FE2335
 FE2335                          SUPERSEDED SURVEY CONTROL
 FE2335
 FE2335  NAD 83(1995)-  35 39 53.13285(N)    088 49 21.32376(W) AD(       ) 4
 FE2335  NAD 83(1986)-  35 39 53.13973(N)    088 49 21.31988(W) AD(       ) 4
 FE2335  NAD 27      -  35 39 52.88800(N)    088 49 21.11400(W) AD(       ) 3
 FE2335
 FE2335.Superseded values are not recommended for survey control.
 FE2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2335.See file dsdata.txt to determine how the superseded data were derived.
 FE2335
 FE2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3503348296(NAD 83)
 FE2335_MARKER: 42 = RADIO/TV MAST
 FE2335
 FE2335  HISTORY     - Date     Condition        Report By
 FE2335  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2335
 FE2335                          STATION DESCRIPTION
 FE2335
 FE2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2335'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2335'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED
 FE2335'1.8 MILES NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S.
 FE2335'HIGHWAY 45 AT THE SOUTH SIDE OF THE RIDGECREST CEMETERY
 FE2335'AND AT THE EAST SIDE OF THE WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2335'
 FE2335'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2335'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2335'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2335'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2336 ***********************************************************************
 FE2336  DESIGNATION -  JACKSON RAD STA WDXI SE MAST
 FE2336  PID         -  FE2336
 FE2336  STATE/COUNTY-  TN/MADISON
 FE2336  USGS QUAD   -  JACKSON NORTH (1983)
 FE2336
 FE2336                         *CURRENT SURVEY CONTROL
 FE2336  ___________________________________________________________________
 FE2336* NAD 83(1995)-  35 39 50.68659(N)    088 49 16.43732(W)     ADJUSTED  
 FE2336* NAVD 88     -                                                        
 FE2336  ___________________________________________________________________
 FE2336  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2336  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2336
 FE2336  HORZ ORDER  -  THIRD
 FE2336
 FE2336.The horizontal coordinates were established by classical geodetic methods
 FE2336.and adjusted by the National Geodetic Survey in April 1999..
 FE2336
 FE2336
 FE2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2336
 FE2336.The geoid height was determined by GEOID03.
 FE2336
 FE2336;                    North         East     Units Scale Factor Converg.
 FE2336;SPC TN       -   151,326.417   344,600.310   MT  0.99995278   -1 39 06.0
 FE2336;SPC TN       -   496,476.75  1,130,576.18   sFT  0.99995278   -1 39 06.0
 FE2336;UTM  16      - 3,948,218.822   335,154.379   MT  0.99993487   -1 03 43.5
 FE2336
 FE2336                          SUPERSEDED SURVEY CONTROL
 FE2336
 FE2336  NAD 83(1995)-  35 39 50.69121(N)    088 49 16.44204(W) AD(       ) 4
 FE2336  NAD 83(1986)-  35 39 50.69807(N)    088 49 16.43817(W) AD(       ) 4
 FE2336  NAD 27      -  35 39 50.44700(N)    088 49 16.23300(W) AD(       ) 3
 FE2336
 FE2336.Superseded values are not recommended for survey control.
 FE2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2336.See file dsdata.txt to determine how the superseded data were derived.
 FE2336
 FE2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3515448219(NAD 83)
 FE2336_MARKER: 42 = RADIO/TV MAST
 FE2336
 FE2336  HISTORY     - Date     Condition        Report By
 FE2336  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2336
 FE2336                          STATION DESCRIPTION
 FE2336
 FE2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2336'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2336'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED
 FE2336'1.8 MILES NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S.
 FE2336'HIGHWAY 45 AT THE SOUTH SIDE OF THE RIDGECREST CEMETERY
 FE2336'AND AT THE EAST SIDE OF THE WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2336'
 FE2336'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2336'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2336'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2336'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2337 ***********************************************************************
 FE2337  DESIGNATION -  JACKSON RAD STA WDXI SW MAST
 FE2337  PID         -  FE2337
 FE2337  STATE/COUNTY-  TN/MADISON
 FE2337  USGS QUAD   -  JACKSON NORTH (1983)
 FE2337
 FE2337                         *CURRENT SURVEY CONTROL
 FE2337  ___________________________________________________________________
 FE2337* NAD 83(1995)-  35 39 51.29189(N)    088 49 21.63758(W)     ADJUSTED  
 FE2337* NAVD 88     -                                                        
 FE2337  ___________________________________________________________________
 FE2337  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2337  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2337
 FE2337  HORZ ORDER  -  THIRD
 FE2337
 FE2337.The horizontal coordinates were established by classical geodetic methods
 FE2337.and adjusted by the National Geodetic Survey in April 1999..
 FE2337
 FE2337
 FE2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2337
 FE2337.The geoid height was determined by GEOID03.
 FE2337
 FE2337;                    North         East     Units Scale Factor Converg.
 FE2337;SPC TN       -   151,348.834   344,470.116   MT  0.99995277   -1 39 09.0
 FE2337;SPC TN       -   496,550.30  1,130,149.04   sFT  0.99995277   -1 39 09.0
 FE2337;UTM  16      - 3,948,239.898   335,023.963   MT  0.99993540   -1 03 46.5
 FE2337
 FE2337                          SUPERSEDED SURVEY CONTROL
 FE2337
 FE2337  NAD 83(1995)-  35 39 51.29652(N)    088 49 21.64229(W) AD(       ) 4
 FE2337  NAD 83(1986)-  35 39 51.30337(N)    088 49 21.63843(W) AD(       ) 4
 FE2337  NAD 27      -  35 39 51.05200(N)    088 49 21.43300(W) AD(       ) 3
 FE2337
 FE2337.Superseded values are not recommended for survey control.
 FE2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2337.See file dsdata.txt to determine how the superseded data were derived.
 FE2337
 FE2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3502448240(NAD 83)
 FE2337_MARKER: 42 = RADIO/TV MAST
 FE2337
 FE2337  HISTORY     - Date     Condition        Report By
 FE2337  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2337
 FE2337                          STATION DESCRIPTION
 FE2337
 FE2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2337'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2337'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED
 FE2337'1.8 MILES NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S.
 FE2337'HIGHWAY 45 AT THE SOUTH SIDE OF THE RIDGECREST CEMETERY
 FE2337'AND AT THE EAST SIDE OF THE WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2337'
 FE2337'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2337'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2337'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2337'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2338 ***********************************************************************
 FE2338  DESIGNATION -  JACKSON RAD STA WJAK MAST
 FE2338  PID         -  FE2338
 FE2338  STATE/COUNTY-  TN/MADISON
 FE2338  USGS QUAD   -  JACKSON NORTH (1983)
 FE2338
 FE2338                         *CURRENT SURVEY CONTROL
 FE2338  ___________________________________________________________________
 FE2338* NAD 83(1995)-  35 38 37.25930(N)    088 46 24.06567(W)     ADJUSTED  
 FE2338* NAVD 88     -                                                        
 FE2338  ___________________________________________________________________
 FE2338  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FE2338  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2338
 FE2338  HORZ ORDER  -  THIRD
 FE2338
 FE2338.The horizontal coordinates were established by classical geodetic methods
 FE2338.and adjusted by the National Geodetic Survey in April 1999..
 FE2338
 FE2338
 FE2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2338
 FE2338.The geoid height was determined by GEOID03.
 FE2338
 FE2338;                    North         East     Units Scale Factor Converg.
 FE2338;SPC TN       -   148,940.498   348,869.580   MT  0.99995389   -1 37 25.1
 FE2338;SPC TN       -   488,648.95  1,144,582.95   sFT  0.99995389   -1 37 25.1
 FE2338;UTM  16      - 3,945,877.039   339,447.867   MT  0.99991765   -1 02 01.1
 FE2338
 FE2338                          SUPERSEDED SURVEY CONTROL
 FE2338
 FE2338  NAD 83(1995)-  35 38 37.26408(N)    088 46 24.07075(W) AD(       ) 4
 FE2338  NAD 83(1986)-  35 38 37.27074(N)    088 46 24.06664(W) AD(       ) 4
 FE2338  NAD 27      -  35 38 37.01700(N)    088 46 23.86400(W) AD(       ) 3
 FE2338
 FE2338.Superseded values are not recommended for survey control.
 FE2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2338.See file dsdata.txt to determine how the superseded data were derived.
 FE2338
 FE2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3944845877(NAD 83)
 FE2338_MARKER: 42 = RADIO/TV MAST
 FE2338
 FE2338  HISTORY     - Date     Condition        Report By
 FE2338  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2338
 FE2338                          STATION DESCRIPTION
 FE2338
 FE2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2338'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  THE MAST IS 180
 FE2338'FEET HIGH AND SUPPORTED BY GUY WIRES.  IT IS PAINTED ALTERNATELY RED
 FE2338'AND WHITE.  IT IS ABOUT 1 MILE EAST OF JACKSON ON THE BROWNS CHURCH
 FE2338'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2339 ***********************************************************************
 FE2339  DESIGNATION -  JACKSON RAD STA WTJS FM MAST
 FE2339  PID         -  FE2339
 FE2339  STATE/COUNTY-  TN/MADISON
 FE2339  USGS QUAD   -  JACKSON NORTH (1983)
 FE2339
 FE2339                         *CURRENT SURVEY CONTROL
 FE2339  ___________________________________________________________________
 FE2339* NAD 83(1995)-  35 38 47.12622(N)    088 49 58.32422(W)     ADJUSTED  
 FE2339* NAVD 88     -                                                        
 FE2339  ___________________________________________________________________
 FE2339  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2339  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2339
 FE2339  HORZ ORDER  -  THIRD
 FE2339
 FE2339.The horizontal coordinates were established by classical geodetic methods
 FE2339.and adjusted by the National Geodetic Survey in April 1999..
 FE2339
 FE2339
 FE2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2339
 FE2339.The geoid height was determined by GEOID03.
 FE2339
 FE2339;                    North         East     Units Scale Factor Converg.
 FE2339;SPC TN       -   149,398.814   343,490.599   MT  0.99995374   -1 39 30.5
 FE2339;SPC TN       -   490,152.61  1,126,935.41   sFT  0.99995374   -1 39 30.5
 FE2339;UTM  16      - 3,946,279.928   334,064.588   MT  0.99993931   -1 04 06.3
 FE2339
 FE2339                          SUPERSEDED SURVEY CONTROL
 FE2339
 FE2339  NAD 83(1995)-  35 38 47.13105(N)    088 49 58.32899(W) AD(       ) 4
 FE2339  NAD 83(1986)-  35 38 47.13771(N)    088 49 58.32507(W) AD(       ) 4
 FE2339  NAD 27      -  35 38 46.88400(N)    088 49 58.12000(W) AD(       ) 3
 FE2339
 FE2339.Superseded values are not recommended for survey control.
 FE2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2339.See file dsdata.txt to determine how the superseded data were derived.
 FE2339
 FE2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3406546280(NAD 83)
 FE2339_MARKER: 42 = RADIO/TV MAST
 FE2339
 FE2339  HISTORY     - Date     Condition        Report By
 FE2339  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2339  HISTORY     - 1959     GOOD             CGS
 FE2339  HISTORY     - 1965     GOOD             CGS
 FE2339
 FE2339                          STATION DESCRIPTION
 FE2339
 FE2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2339'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE CENTER OF THE CITY
 FE2339'OF JACKSON.  IT IS A FOUR LEGGED STEEL RADIO MAST PAINTED RED AND
 FE2339'WHITE AND ABOUT 550 FEET HIGH.  THE POINT OBSERVED ON WAS THE CENTER
 FE2339'OF THE RED LIGHT ON TOP OF THE MAST.
 FE2339'
 FE2339'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON GO NORTH ON U.S.
 FE2339'HIGHWAY 45 FOR 2.7 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 0.3
 FE2339'MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO THE STATION.
 FE2339
 FE2339                          STATION RECOVERY (1959)
 FE2339
 FE2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2339'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF JACKSON.  IT IS A
 FE2339'4-LEGGED STEEL STRUCTURE, PAINTED IN COLORS RED AND WHITE IN
 FE2339'ALTERNATING SECTIONS, THAT IS 500 FEET HIGH AND SUPPORTS A 54 FOOT
 FE2339'DIAPOLE.  THE OVERALL HEIGHT IS 554 FEET.  THE POINT OF
 FE2339'INTERSECTION IS THE TOP AND CENTER OF THE DIAPOLE.
 FE2339'
 FE2339'TO REACH THE STATION FROM THE JUNCTION OF RADIO ROAD AND U.S. HIGHWAY
 FE2339'45 IN NORTHWESTERN SECTION OF JACKSON GO WEST ON RADIO ROAD FOR 0.3
 FE2339'MILE TO A SIGN PIGFORD WOODS GIRL SCOUT CAMP AND SIDE ROAD LEFT.
 FE2339'TURN LEFT AND GO 0.2 MILE TO THE STATION.
 FE2339
 FE2339                          STATION RECOVERY (1965)
 FE2339
 FE2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2339'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 FE2339'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2361 ***********************************************************************
 FE2361  DESIGNATION -  JACKSON RAD STA WTJS NE MAST
 FE2361  PID         -  FE2361
 FE2361  STATE/COUNTY-  TN/MADISON
 FE2361  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2361
 FE2361                         *CURRENT SURVEY CONTROL
 FE2361  ___________________________________________________________________
 FE2361* NAD 83(1995)-  35 34 56.47729(N)    088 48 40.85925(W)     ADJUSTED  
 FE2361* NAVD 88     -                                                        
 FE2361  ___________________________________________________________________
 FE2361  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FE2361  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2361
 FE2361  HORZ ORDER  -  THIRD
 FE2361
 FE2361.The horizontal coordinates were established by classical geodetic methods
 FE2361.and adjusted by the National Geodetic Survey in April 1999..
 FE2361
 FE2361
 FE2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2361
 FE2361.The geoid height was determined by GEOID03.
 FE2361
 FE2361;                    North         East     Units Scale Factor Converg.
 FE2361;SPC TN       -   142,237.285   345,234.305   MT  0.99995800   -1 38 45.2
 FE2361;SPC TN       -   466,656.83  1,132,656.22   sFT  0.99995800   -1 38 45.2
 FE2361;UTM  16      - 3,939,136.906   335,882.017   MT  0.99993192   -1 03 15.2
 FE2361
 FE2361                          SUPERSEDED SURVEY CONTROL
 FE2361
 FE2361  NAD 83(1995)-  35 34 56.48237(N)    088 48 40.86416(W) AD(       ) 4
 FE2361  NAD 83(1986)-  35 34 56.48887(N)    088 48 40.86017(W) AD(       ) 4
 FE2361  NAD 27      -  35 34 56.22500(N)    088 48 40.65600(W) AD(       ) 3
 FE2361
 FE2361.Superseded values are not recommended for survey control.
 FE2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2361.See file dsdata.txt to determine how the superseded data were derived.
 FE2361
 FE2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3588239137(NAD 83)
 FE2361_MARKER: 42 = RADIO/TV MAST
 FE2361
 FE2361  HISTORY     - Date     Condition        Report By
 FE2361  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2361
 FE2361                          STATION DESCRIPTION
 FE2361
 FE2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2361'THE STATIONS ARE THE CENTER OF THE TOP OF THE TWO MASTS, OWNED BY
 FE2361'JACKSON, RADIO STATION WTJS.  THEY ARE LOCATED ABOUT 1.4 MILES
 FE2361'SOUTH OF THE SOUTH EDGE OF JACKSON, 0.1 MILE EAST OF U.S. HIGHWAY 45
 FE2361'S AT THE WTJS TRANSMITTING BUILDING.
 FE2361'
 FE2361'THE TWO MASTS ARE IDENTICAL AND SET IN A NE, SW DIRECTION.  THEY ARE
 FE2361'A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES, PAINTED IN
 FE2361'ALTERNATE SECTIONS OF ORANGE AND WHITE AND HAVE A DOUBLE SET OF RED
 FE2361'OBSTRUCTION LIGHTS AT THE TOP.  OVERALL HEIGHT IS 197 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2362 ***********************************************************************
 FE2362  DESIGNATION -  JACKSON RADIO STA WTJS SW MAST
 FE2362  PID         -  FE2362
 FE2362  STATE/COUNTY-  TN/MADISON
 FE2362  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2362
 FE2362                         *CURRENT SURVEY CONTROL
 FE2362  ___________________________________________________________________
 FE2362* NAD 83(1995)-  35 34 54.09655(N)    088 48 45.96133(W)     ADJUSTED  
 FE2362* NAVD 88     -                                                        
 FE2362  ___________________________________________________________________
 FE2362  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FE2362  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2362
 FE2362  HORZ ORDER  -  THIRD
 FE2362
 FE2362.The horizontal coordinates were established by classical geodetic methods
 FE2362.and adjusted by the National Geodetic Survey in April 1999..
 FE2362
 FE2362
 FE2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2362
 FE2362.The geoid height was determined by GEOID03.
 FE2362
 FE2362;                    North         East     Units Scale Factor Converg.
 FE2362;SPC TN       -   142,167.635   345,103.800   MT  0.99995805   -1 38 48.1
 FE2362;SPC TN       -   466,428.32  1,132,228.05   sFT  0.99995805   -1 38 48.1
 FE2362;UTM  16      - 3,939,065.914   335,752.242   MT  0.99993245   -1 03 18.1
 FE2362
 FE2362                          SUPERSEDED SURVEY CONTROL
 FE2362
 FE2362  NAD 83(1995)-  35 34 54.10163(N)    088 48 45.96624(W) AD(       ) 4
 FE2362  NAD 83(1986)-  35 34 54.10811(N)    088 48 45.96226(W) AD(       ) 4
 FE2362  NAD 27      -  35 34 53.84500(N)    088 48 45.75800(W) AD(       ) 3
 FE2362
 FE2362.Superseded values are not recommended for survey control.
 FE2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2362.See file dsdata.txt to determine how the superseded data were derived.
 FE2362
 FE2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3575239066(NAD 83)
 FE2362_MARKER: 42 = RADIO/TV MAST
 FE2362
 FE2362  HISTORY     - Date     Condition        Report By
 FE2362  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2362
 FE2362                          STATION DESCRIPTION
 FE2362
 FE2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2362'THE STATIONS ARE THE CENTER OF THE TOP OF THE TWO MASTS, OWNED BY
 FE2362'JACKSON, RADIO STATION WTJS.  THEY ARE LOCATED ABOUT
 FE2362'1.4 MILES SOUTH OF THE SOUTH EDGE OF JACKSON, 0.1 MILE EAST OF U.S.
 FE2362'HIGHWAY 45 S AT THE WTJS TRANSMITTING BUILDING.
 FE2362'
 FE2362'THE TWO MASTS ARE IDENTICAL AND SET IN A NE, SW DIRECTION.  THEY ARE
 FE2362'A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2362'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND HAVE A DOUBLE
 FE2362'SET OF RED OBSTRUCTION LIGHTS AT THE TOP.  OVERALL HEIGHT
 FE2362'IS 197 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0979 ***********************************************************************
 FE0979  DESIGNATION -  JACKSON RM 1
 FE0979  PID         -  FE0979
 FE0979  STATE/COUNTY-  TN/FAYETTE
 FE0979  USGS QUAD   -  MOSCOW SE (1983)
 FE0979
 FE0979                         *CURRENT SURVEY CONTROL
 FE0979  ___________________________________________________________________
 FE0979* NAD 83(1986)-  35 02 56.     (N)    089 19 34.     (W)     SCALED    
 FE0979* NAVD 88     -       164.858  (meters)     540.87   (feet)  ADJUSTED  
 FE0979  ___________________________________________________________________
 FE0979  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0979  DYNAMIC HT  -         164.703 (meters)     540.36  (feet)  COMP
 FE0979  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE0979
 FE0979  VERT ORDER  -  FIRST     CLASS II
 FE0979
 FE0979.The horizontal coordinates were scaled from a topographic map and have
 FE0979.an estimated accuracy of +/- 6 seconds.
 FE0979
 FE0979.The orthometric height was determined by differential leveling
 FE0979.and adjusted by the National Geodetic Survey in June 1991..
 FE0979
 FE0979.The geoid height was determined by GEOID03.
 FE0979
 FE0979.The dynamic height is computed by dividing the NAVD 88
 FE0979.geopotential number by the normal gravity value computed on the
 FE0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0979.degrees latitude (g = 980.6199 gals.).
 FE0979
 FE0979.The modeled gravity was interpolated from observed gravity values.
 FE0979
 FE0979;                    North         East    Units  Estimated Accuracy
 FE0979;SPC TN       -    84,550.      296,590.      MT  (+/- 180 meters Scaled)
 FE0979
 FE0979                          SUPERSEDED SURVEY CONTROL
 FE0979
 FE0979  NGVD 29 (??/??/??)  164.801  (m)          540.68   (f) ADJUSTED    1 2
 FE0979
 FE0979.Superseded values are not recommended for survey control.
 FE0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0979.See file dsdata.txt to determine how the superseded data were derived.
 FE0979
 FE0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD878809(NAD 83)
 FE0979_MARKER: DR = REFERENCE MARK DISK
 FE0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0979_STAMPING: JACKSON NO 1 1934
 FE0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0979+STABILITY: SURFACE MOTION
 FE0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0979+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE0979
 FE0979  HISTORY     - Date     Condition        Report By
 FE0979  HISTORY     - 1914     MONUMENTED       CGS
 FE0979  HISTORY     - 1944     GOOD             CGS
 FE0979  HISTORY     - 1966     GOOD             CGS
 FE0979  HISTORY     - 20060506 GOOD             GEOCAC
 FE0979
 FE0979                          STATION DESCRIPTION
 FE0979
 FE0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0979'NEAR MOSCOW.
 FE0979'140 FEET NORTH OF TRIANGULATION STATION JACKSON, DESCRIBED ABOVE,
 FE0979'AND 13 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FE0979'REFERENCE-MARK DISK, STAMPED JACKSON NO. 1 1934 AND SET IN THE
 FE0979'TOP OF A CONCRETE POST.
 FE0979
 FE0979                          STATION RECOVERY (1966)
 FE0979
 FE0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FE0979'RECOVERED IN GOOD CONDITION.
 FE0979
 FE0979                          STATION RECOVERY (2006)
 FE0979
 FE0979'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0979'THE DESCRIPTION BELOW WAS USED FOR FE0978, STATION JACKSON FOR WHICH
 FE0979'THIS IS A REFERENCE MARK.
 FE0979' 
 FE0979'THE MARK AND BOTH REFERENCE MARKS, ONE OF WHICH IS FE0979, WERE
 FE0979'RECOVERED IN GOOD CONDITION.  THE MARKS ARE NOW ON LAND OWNED BY MR
 FE0979'BOBBY PIDGEON OF PIDGEON ENTERPRISES OF GERMANTOWN TENNESSEE.  MR
 FE0979'PIDGEON PROVIDED US ESCORED ACCESS TO THE MARKS AND NEW EXACTLY WHERE
 FE0979'THEY WERE LOCATED.
 FE0979' 
 FE0979'THE TO REACH IS NOT SPECIFIC AT THE REQUEST OF THE LAND OWNER.  THE
 FE0979'MARK CAN BE ACCESSED BY GOING IN HIS PRIVATE DRIVE, THEN ACROSS A
 FE0979'LOCKED PASTURE TO THE REMAINS OF A DIM WOODS ROAD HEAVILY OVERGROWN.
 FE0979'THE MARK AND BOTH REFERENCE MARKS ARE IN THE LOCATIONS THEY SHOULD BE
 FE0979'WITH METAL WITNESS POSTS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0409 ***********************************************************************
 FF0409  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0409  DESIGNATION -  JACKSON RM 1
 FF0409  PID         -  FF0409
 FF0409  STATE/COUNTY-  TN/SHELBY
 FF0409  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0409
 FF0409                         *CURRENT SURVEY CONTROL
 FF0409  ___________________________________________________________________
 FF0409* NAD 83(1995)-  35 09 35.13097(N)    090 01 07.41921(W)     ADJUSTED  
 FF0409* NAVD 88     -        71.79   (meters)     235.5    (feet)  GPS OBS   
 FF0409  ___________________________________________________________________
 FF0409  X           -      -1,706.287 (meters)                     COMP
 FF0409  Y           -  -5,220,276.644 (meters)                     COMP
 FF0409  Z           -   3,652,396.926 (meters)                     COMP
 FF0409  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FF0409  ELLIP HEIGHT-          44.46  (meters)          (05/31/05) GPS OBS
 FF0409  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0409  DYNAMIC HT  -          71.72  (meters)     235.3   (feet)  COMP
 FF0409  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0409
 FF0409  HORZ ORDER  -  FIRST
 FF0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FF0409  ELLP ORDER  -  FOURTH    CLASS II
 FF0409
 FF0409.The horizontal coordinates were established by GPS observations
 FF0409.and adjusted by the National Geodetic Survey in May 2005..
 FF0409
 FF0409.The orthometric height was determined by GPS observations and a
 FF0409.high-resolution geoid model using precise GPS observation and
 FF0409.processing techniques. It supersedes the leveled height previously
 FF0409.determined for this station.
 FF0409.The vertical order pertains to the first NAVD 88 superseded value.
 FF0409
 FF0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0409
 FF0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0409
 FF0409.The ellipsoidal height was determined by GPS observations
 FF0409.and is referenced to NAD 83.
 FF0409
 FF0409.The geoid height was determined by GEOID03.
 FF0409
 FF0409.The dynamic height is computed by dividing the NAVD 88
 FF0409.geopotential number by the normal gravity value computed on the
 FF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0409.degrees latitude (g = 980.6199 gals.).
 FF0409
 FF0409.The modeled gravity was interpolated from observed gravity values.
 FF0409
 FF0409;                    North         East     Units Scale Factor Converg.
 FF0409;SPC TN       -    99,209.281   233,948.792   MT  1.00001715   -2 21 09.8
 FF0409;SPC TN       -   325,489.12    767,547.00   sFT  1.00001715   -2 21 09.8
 FF0409;UTM  15      - 3,894,830.517   771,557.835   MT  1.00050893   +1 43 04.2
 FF0409;UTM  16      - 3,894,933.513   225,029.393   MT  1.00053192   -1 44 22.0
 FF0409
 FF0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0409!SPC TN       -   0.99999302  x   1.00001715  =   1.00001017
 FF0409!UTM  15      -   0.99999302  x   1.00050893  =   1.00050195
 FF0409!UTM  16      -   0.99999302  x   1.00053192  =   1.00052494
 FF0409
 FF0409                          SUPERSEDED SURVEY CONTROL
 FF0409
 FF0409  NAVD 88 (06/15/91)   71.771  (m)          235.47   (f) ADJUSTED    2 0
 FF0409  NGVD 29 (??/??/??)   71.743  (m)          235.38   (f) ADJUSTED    2 0
 FF0409
 FF0409.Superseded values are not recommended for survey control.
 FF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0409.See file dsdata.txt to determine how the superseded data were derived.
 FF0409
 FF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7155894831(NAD 83)
 FF0409_MARKER: DR = REFERENCE MARK DISK
 FF0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0409_SP_SET: SIDEWALK
 FF0409_STAMPING: JACKSON NO 1 1959
 FF0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0409+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0409
 FF0409  HISTORY     - Date     Condition        Report By
 FF0409  HISTORY     - 1959     MONUMENTED       CGS
 FF0409  HISTORY     - 19950910 GOOD             TN1620
 FF0409  HISTORY     - 20021024 GOOD             USACE
 FF0409  HISTORY     - 20030702 GOOD             EMCINC
 FF0409
 FF0409                          STATION DESCRIPTION
 FF0409
 FF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0409'IN MEMPHIS.
 FF0409'THE MARK IS LOCATED AT THE JACKSON STATION SITE, SET IN A DRILL
 FF0409'HOLE IN THE SIDEWALK, FLUSH WITH THE SIDEWALK.  IT IS 49 FEET
 FF0409'NORTH OF POWER LINE POLE NUMBER 71-749, 27 FEET EAST OF THE
 FF0409'CENTER OF N. BELLEVUE BLVD., 11 FEET WEST OF THE SOUTHWEST
 FF0409'CORNER OF A HOUSE, NUMBER 752 AND 3 FEET EAST OF THE EAST CURB
 FF0409'OF N. BELLEVUE BLVD, 128.3 FEET NORTH-NORTHEAST OF THE STATION
 FF0409'MARK.
 FF0409
 FF0409                          STATION RECOVERY (1995)
 FF0409
 FF0409'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0409'RECOVERED IN GOOD CONDITION.
 FF0409
 FF0409                          STATION RECOVERY (2002)
 FF0409
 FF0409'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0409'RECOVERED IN GOOD CONDITION.
 FF0409
 FF0409                          STATION RECOVERY (2003)
 FF0409
 FF0409'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0408 ***********************************************************************
 FF0408  DESIGNATION -  JACKSON RM 2
 FF0408  PID         -  FF0408
 FF0408  STATE/COUNTY-  TN/SHELBY
 FF0408  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0408
 FF0408                         *CURRENT SURVEY CONTROL
 FF0408  ___________________________________________________________________
 FF0408* NAD 83(1986)-  35 09 32.     (N)    090 01 07.     (W)     SCALED    
 FF0408* NAVD 88     -        72.744  (meters)     238.66   (feet)  ADJUSTED  
 FF0408  ___________________________________________________________________
 FF0408  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0408  DYNAMIC HT  -          72.678 (meters)     238.44  (feet)  COMP
 FF0408  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0408
 FF0408  VERT ORDER  -  SECOND    CLASS 0
 FF0408
 FF0408.The horizontal coordinates were scaled from a topographic map and have
 FF0408.an estimated accuracy of +/- 6 seconds.
 FF0408
 FF0408.The orthometric height was determined by differential leveling
 FF0408.and adjusted by the National Geodetic Survey in June 1991..
 FF0408
 FF0408.The geoid height was determined by GEOID03.
 FF0408
 FF0408.The dynamic height is computed by dividing the NAVD 88
 FF0408.geopotential number by the normal gravity value computed on the
 FF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0408.degrees latitude (g = 980.6199 gals.).
 FF0408
 FF0408.The modeled gravity was interpolated from observed gravity values.
 FF0408
 FF0408;                    North         East    Units  Estimated Accuracy
 FF0408;SPC TN       -    99,110.      233,960.      MT  (+/- 180 meters Scaled)
 FF0408
 FF0408                          SUPERSEDED SURVEY CONTROL
 FF0408
 FF0408  NGVD 29 (??/??/??)   72.717  (m)          238.57   (f) ADJUSTED    2 0
 FF0408
 FF0408.Superseded values are not recommended for survey control.
 FF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0408.See file dsdata.txt to determine how the superseded data were derived.
 FF0408
 FF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU715947(NAD 83)
 FF0408_MARKER: DR = REFERENCE MARK DISK
 FF0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0408_SP_SET: SIDEWALK
 FF0408_STAMPING: JACKSON NO 2 1959
 FF0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0408+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0408
 FF0408  HISTORY     - Date     Condition        Report By
 FF0408  HISTORY     - 1959     MONUMENTED       CGS
 FF0408  HISTORY     - 19950910 GOOD             TN1620
 FF0408  HISTORY     - 20021024 GOOD             USACE
 FF0408
 FF0408                          STATION DESCRIPTION
 FF0408
 FF0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0408'IN MEMPHIS.
 FF0408'THE MARK IS LOCATED AT THE JACKSON STATION SITE, SET IN A DRILL
 FF0408'HOLE IN THE SIDEWALK, FLUSH WITH THE SIDEWALK.  IT IS 99.1 FEET
 FF0408'SOUTHEAST OF THE STATION MARK, 27 FEET EAST OF THE CENTER OF
 FF0408'N. BELLEVUE BLVD., 19 FEET WEST OF THE SOUTHWEST CORNER OF A
 FF0408'HOUSE, NUMBER 734, 16 FEET NORTH OF POWER LINE POLE NUMBER
 FF0408'28618 AND 3 FEET EAST OF THE EAST CURB OF N. BELLEVUE BLVD.
 FF0408
 FF0408                          STATION RECOVERY (1995)
 FF0408
 FF0408'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0408'RECOVERED IN GOOD CONDITION.
 FF0408
 FF0408                          STATION RECOVERY (2002)
 FF0408
 FF0408'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2363 ***********************************************************************
 FE2363  DESIGNATION -  JACKSON SCHAEFER LUMBER STACK
 FE2363  PID         -  FE2363
 FE2363  STATE/COUNTY-  TN/MADISON
 FE2363  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2363
 FE2363                         *CURRENT SURVEY CONTROL
 FE2363  ___________________________________________________________________
 FE2363* NAD 83(1995)-  35 36 27.50576(N)    088 48 08.23613(W)     ADJUSTED  
 FE2363* NAVD 88     -                                                        
 FE2363  ___________________________________________________________________
 FE2363  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2363  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2363
 FE2363  HORZ ORDER  -  THIRD
 FE2363
 FE2363.The horizontal coordinates were established by classical geodetic methods
 FE2363.and adjusted by the National Geodetic Survey in April 1999..
 FE2363
 FE2363
 FE2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2363
 FE2363.The geoid height was determined by GEOID03.
 FE2363
 FE2363;                    North         East     Units Scale Factor Converg.
 FE2363;SPC TN       -   145,017.948   346,135.596   MT  0.99995617   -1 38 26.1
 FE2363;SPC TN       -   475,779.72  1,135,613.20   sFT  0.99995617   -1 38 26.1
 FE2363;UTM  16      - 3,941,926.648   336,754.539   MT  0.99992840   -1 02 58.5
 FE2363
 FE2363                          SUPERSEDED SURVEY CONTROL
 FE2363
 FE2363  NAD 83(1995)-  35 36 27.51067(N)    088 48 08.24100(W) AD(       ) 4
 FE2363  NAD 83(1986)-  35 36 27.51729(N)    088 48 08.23705(W) AD(       ) 4
 FE2363  NAD 27      -  35 36 27.26100(N)    088 48 08.03300(W) AD(       ) 3
 FE2363
 FE2363.Superseded values are not recommended for survey control.
 FE2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2363.See file dsdata.txt to determine how the superseded data were derived.
 FE2363
 FE2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3675541927(NAD 83)
 FE2363_MARKER: 63 = STACK
 FE2363
 FE2363  HISTORY     - Date     Condition        Report By
 FE2363  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2363
 FE2363                          STATION DESCRIPTION
 FE2363
 FE2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2363'STATION IS LOCATED AT THE END OF BELMONT STREET IN THE CITY OF
 FE2363'JACKSON.  IT IS A BLACK METAL STACK ABOUT 80 FEET HIGH.  THE POINT
 FE2363'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2364 ***********************************************************************
 FE2364  DESIGNATION -  JACKSON SOU BELL TT MAST
 FE2364  PID         -  FE2364
 FE2364  STATE/COUNTY-  TN/MADISON
 FE2364  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2364
 FE2364                         *CURRENT SURVEY CONTROL
 FE2364  ___________________________________________________________________
 FE2364* NAD 83(1995)-  35 36 57.76904(N)    088 48 59.36079(W)     ADJUSTED  
 FE2364* NAVD 88     -                                                        
 FE2364  ___________________________________________________________________
 FE2364  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FE2364  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2364
 FE2364  HORZ ORDER  -  THIRD
 FE2364
 FE2364.The horizontal coordinates were established by classical geodetic methods
 FE2364.and adjusted by the National Geodetic Survey in April 1999..
 FE2364
 FE2364
 FE2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2364
 FE2364.The geoid height was determined by GEOID03.
 FE2364
 FE2364;                    North         East     Units Scale Factor Converg.
 FE2364;SPC TN       -   145,987.164   344,876.266   MT  0.99995560   -1 38 56.0
 FE2364;SPC TN       -   478,959.55  1,131,481.55   sFT  0.99995560   -1 38 56.0
 FE2364;UTM  16      - 3,942,882.801   335,485.312   MT  0.99993353   -1 03 29.1
 FE2364
 FE2364                          SUPERSEDED SURVEY CONTROL
 FE2364
 FE2364  NAD 83(1995)-  35 36 57.77398(N)    088 48 59.36565(W) AD(       ) 4
 FE2364  NAD 83(1986)-  35 36 57.78058(N)    088 48 59.36168(W) AD(       ) 4
 FE2364  NAD 27      -  35 36 57.52600(N)    088 48 59.15800(W) AD(       ) 3
 FE2364
 FE2364.Superseded values are not recommended for survey control.
 FE2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2364.See file dsdata.txt to determine how the superseded data were derived.
 FE2364
 FE2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3548542883(NAD 83)
 FE2364_MARKER: 41 = ANTENNA MAST
 FE2364
 FE2364  HISTORY     - Date     Condition        Report By
 FE2364  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2364
 FE2364                          STATION DESCRIPTION
 FE2364
 FE2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2364'THE STATION IS THE CENTER OF THE TOP OF THE MAST OWNED BY THE
 FE2364'SOUTHERN BELL TELEPHONE AND TELEGRAPH CO., LOCATED ON THE TOP OF THE
 FE2364'CENTRAL OFFICE BUILDING, 315 EAST COLLEGE STREET IN DOWNTOWN JACKSON
 FE2364'AND IS THEIR MICRO-WAVE RELAY RECEIVING STATION.
 FE2364'
 FE2364'IT IS A FOUR LEGGED STEEL STRUCTURE, HAS A PARABOLIC REFLECTOR AT THE
 FE2364'TOP AND ON THE WEST SIDE.  OVERALL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2365 ***********************************************************************
 FE2365  DESIGNATION -  JACKSON STATE RADIO MAST
 FE2365  PID         -  FE2365
 FE2365  STATE/COUNTY-  TN/MADISON
 FE2365  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2365
 FE2365                         *CURRENT SURVEY CONTROL
 FE2365  ___________________________________________________________________
 FE2365* NAD 83(1995)-  35 36 55.60695(N)    088 50 07.84779(W)     ADJUSTED  
 FE2365* NAVD 88     -                                                        
 FE2365  ___________________________________________________________________
 FE2365  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2365  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2365
 FE2365  HORZ ORDER  -  THIRD
 FE2365
 FE2365.The horizontal coordinates were established by classical geodetic methods
 FE2365.and adjusted by the National Geodetic Survey in April 1999..
 FE2365
 FE2365
 FE2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2365
 FE2365.The geoid height was determined by GEOID03.
 FE2365
 FE2365;                    North         East     Units Scale Factor Converg.
 FE2365;SPC TN       -   145,970.320   343,151.566   MT  0.99995564   -1 39 36.1
 FE2365;SPC TN       -   478,904.29  1,125,823.10   sFT  0.99995564   -1 39 36.1
 FE2365;UTM  16      - 3,942,848.173   333,760.910   MT  0.99994056   -1 04 08.9
 FE2365
 FE2365                          SUPERSEDED SURVEY CONTROL
 FE2365
 FE2365  NAD 83(1995)-  35 36 55.61189(N)    088 50 07.85262(W) AD(       ) 4
 FE2365  NAD 83(1986)-  35 36 55.61848(N)    088 50 07.84864(W) AD(       ) 4
 FE2365  NAD 27      -  35 36 55.36300(N)    088 50 07.64200(W) AD(       ) 3
 FE2365
 FE2365.Superseded values are not recommended for survey control.
 FE2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2365.See file dsdata.txt to determine how the superseded data were derived.
 FE2365
 FE2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3376142848(NAD 83)
 FE2365_MARKER: 42 = RADIO/TV MAST
 FE2365
 FE2365  HISTORY     - Date     Condition        Report By
 FE2365  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2365
 FE2365                          STATION DESCRIPTION
 FE2365
 FE2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2365'THE STATION IS THE CENTER OF THE TOP OF THE MAST WHICH IS LOCATED AT
 FE2365'THE WEST EDGE OF JACKSON.  THE MAST IS OWNED AND OPERATED BY THE
 FE2365'STATE OF TENNESSEE AND HAS THE FOLLOWING CALL LETTERS, KII 269, KIH
 FE2365'573, KIN 634.
 FE2365'
 FE2365'THE MAST IS A THREE LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE
 FE2365'SECTIONS OF INTERNATIONAL RED AND WHITE.  IT IS GUYED, HAS A RED
 FE2365'BLINKER LIGHT ON THE TOP, AND HAS AN OVERALL HEIGHT OF 170 FEET.
 FE2365'
 FE2365'THE MAST IS LOCATED ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF STATE
 FE2365'STREET AND POPLAR STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2340 ***********************************************************************
 FE2340  DESIGNATION -  JACKSON TV STA WDXI MAST
 FE2340  PID         -  FE2340
 FE2340  STATE/COUNTY-  TN/MADISON
 FE2340  USGS QUAD   -  JACKSON NORTH (1983)
 FE2340
 FE2340                         *CURRENT SURVEY CONTROL
 FE2340  ___________________________________________________________________
 FE2340* NAD 83(1995)-  35 38 31.90935(N)    088 48 27.48559(W)     ADJUSTED  
 FE2340* NAVD 88     -                                                        
 FE2340  ___________________________________________________________________
 FE2340  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FE2340  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2340
 FE2340  HORZ ORDER  -  THIRD
 FE2340
 FE2340.The horizontal coordinates were established by classical geodetic methods
 FE2340.and adjusted by the National Geodetic Survey in April 1999..
 FE2340
 FE2340
 FE2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2340
 FE2340.The geoid height was determined by GEOID03.
 FE2340
 FE2340;                    North         East     Units Scale Factor Converg.
 FE2340;SPC TN       -   148,864.202   345,761.301   MT  0.99995398   -1 38 37.3
 FE2340;SPC TN       -   488,398.64  1,134,385.20   sFT  0.99995398   -1 38 37.3
 FE2340;UTM  16      - 3,945,768.741   336,340.631   MT  0.99993007   -1 03 12.9
 FE2340
 FE2340                          SUPERSEDED SURVEY CONTROL
 FE2340
 FE2340  NAD 83(1995)-  35 38 31.91419(N)    088 48 27.49044(W) AD(       ) 4
 FE2340  NAD 83(1986)-  35 38 31.92083(N)    088 48 27.48648(W) AD(       ) 4
 FE2340  NAD 27      -  35 38 31.66700(N)    088 48 27.28200(W) AD(       ) 3
 FE2340
 FE2340.Superseded values are not recommended for survey control.
 FE2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2340.See file dsdata.txt to determine how the superseded data were derived.
 FE2340
 FE2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3634145769(NAD 83)
 FE2340_MARKER: 42 = RADIO/TV MAST
 FE2340
 FE2340  HISTORY     - Date     Condition        Report By
 FE2340  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2340
 FE2340                          STATION DESCRIPTION
 FE2340
 FE2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2340'THE STATION IS THE CENTER OF THE TOP OF THE MAST, OWNED BY THE
 FE2340'JACKSON, RADIO AND TELEVISION STATION WDXI.  IT IS LOCATED IN
 FE2340'THE NORTHEAST SECTION OF JACKSON, 0.15 MILE EAST OF MUSE STREET AT
 FE2340'THE EAST SIDE OF THE WDXI TELEVISION TRANSMITTING BUILDING.
 FE2340'
 FE2340'THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE, GUYED AND IS
 FE2340'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE STRUCTURE
 FE2340'IS 500 FEET HIGH, HAS A TRANSMITTING ANTENNA ATTACHED TO THE TOP THAT
 FE2340'IS 64 FEET HIGH WITH A BLINKING RED LIGHT AT ITS TOP.  OVERALL
 FE2340'HEIGHT IS 564 FEET.
 FE2340'
 FE2340'TO REACH THE STATION FROM THE INTERSECTION OF MUSE STREET AND EAST
 FE2340'FOREST AVENUE IN THE NORTHEAST SECTION OF JACKSON, GO NORTH ON MUSE
 FE2340'STREET FOR 0.45 MILE TO DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 FE2340'EAST ON THE DRIVEWAY FOR 0.15 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2366 ***********************************************************************
 FE2366  DESIGNATION -  JACKSON W H COLEMAN WEST STACK
 FE2366  PID         -  FE2366
 FE2366  STATE/COUNTY-  TN/MADISON
 FE2366  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2366
 FE2366                         *CURRENT SURVEY CONTROL
 FE2366  ___________________________________________________________________
 FE2366* NAD 83(1995)-  35 37 28.01276(N)    088 48 37.48692(W)     ADJUSTED  
 FE2366* NAVD 88     -                                                        
 FE2366  ___________________________________________________________________
 FE2366  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2366  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2366
 FE2366  HORZ ORDER  -  THIRD
 FE2366
 FE2366.The horizontal coordinates were established by classical geodetic methods
 FE2366.and adjusted by the National Geodetic Survey in April 1999..
 FE2366
 FE2366
 FE2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2366
 FE2366.The geoid height was determined by GEOID03.
 FE2366
 FE2366;                    North         East     Units Scale Factor Converg.
 FE2366;SPC TN       -   146,903.028   345,453.261   MT  0.99995506   -1 38 43.2
 FE2366;SPC TN       -   481,964.35  1,133,374.57   sFT  0.99995506   -1 38 43.2
 FE2366;UTM  16      - 3,943,804.543   336,052.821   MT  0.99993123   -1 03 17.1
 FE2366
 FE2366                          SUPERSEDED SURVEY CONTROL
 FE2366
 FE2366  NAD 83(1995)-  35 37 28.01768(N)    088 48 37.49175(W) AD(       ) 4
 FE2366  NAD 83(1986)-  35 37 28.02428(N)    088 48 37.48781(W) AD(       ) 4
 FE2366  NAD 27      -  35 37 27.77000(N)    088 48 37.28200(W) AD(       ) 3
 FE2366
 FE2366.Superseded values are not recommended for survey control.
 FE2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2366.See file dsdata.txt to determine how the superseded data were derived.
 FE2366
 FE2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3605343805(NAD 83)
 FE2366_MARKER: 63 = STACK
 FE2366
 FE2366  HISTORY     - Date     Condition        Report By
 FE2366  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2366
 FE2366                          STATION DESCRIPTION
 FE2366
 FE2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2366'STATION IS LOCATED ON THE ON THE NORTHWEST CORNER OF PRESTON AVE. AND
 FE2366'THE ILLINOIS CENTRAL RAILROAD TRACKS IN THE CITY OF JACKSON.  IT IS
 FE2366'THE WEST OF TWO METAL SILVER STACKS ABOUT 100 FEET HIGH.  THE POINT
 FE2366'OBSERVED ON WAS THE CENTER OF THE TO OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2341 ***********************************************************************
 FE2341  DESIGNATION -  JACKSON WEST MUN STANDPIPE
 FE2341  PID         -  FE2341
 FE2341  STATE/COUNTY-  TN/MADISON
 FE2341  USGS QUAD   -  JACKSON NORTH (1983)
 FE2341
 FE2341                         *CURRENT SURVEY CONTROL
 FE2341  ___________________________________________________________________
 FE2341* NAD 83(1995)-  35 37 48.52800(N)    088 49 00.11903(W)     ADJUSTED  
 FE2341* NAVD 88     -                                                        
 FE2341  ___________________________________________________________________
 FE2341  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FE2341  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2341
 FE2341  HORZ ORDER  -  THIRD
 FE2341
 FE2341.The horizontal coordinates were established by classical geodetic methods
 FE2341.and adjusted by the National Geodetic Survey in April 1999..
 FE2341
 FE2341
 FE2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2341
 FE2341.The geoid height was determined by GEOID03.
 FE2341
 FE2341;                    North         East     Units Scale Factor Converg.
 FE2341;SPC TN       -   147,551.387   344,902.209   MT  0.99995470   -1 38 56.4
 FE2341;SPC TN       -   484,091.51  1,131,566.66   sFT  0.99995470   -1 38 56.4
 FE2341;UTM  16      - 3,944,447.174   335,495.129   MT  0.99993349   -1 03 30.8
 FE2341
 FE2341                          SUPERSEDED SURVEY CONTROL
 FE2341
 FE2341  NAD 83(1995)-  35 37 48.53292(N)    088 49 00.12390(W) AD(       ) 4
 FE2341  NAD 83(1986)-  35 37 48.53950(N)    088 49 00.11991(W) AD(       ) 4
 FE2341  NAD 27      -  35 37 48.28500(N)    088 48 59.91500(W) AD(       ) 3
 FE2341
 FE2341.Superseded values are not recommended for survey control.
 FE2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2341.See file dsdata.txt to determine how the superseded data were derived.
 FE2341
 FE2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3549544447(NAD 83)
 FE2341_MARKER: 52 = STANDPIPE TANK
 FE2341
 FE2341  HISTORY     - Date     Condition        Report By
 FE2341  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2341
 FE2341                          STATION DESCRIPTION
 FE2341
 FE2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2341'STATION IS LOCATED ON THE NORTH SIDE OF WILKINSON STREET ABOUT 400
 FE2341'FEET EAST OF HIGHLAND AVE. AND NEAR THE ALEXANDER SCHOOL.  IT IS
 FE2341'A LARGE STANDPIPE ABOUT 100 FEET HIGH AND PAINTED SILVER.  A TRAVERSE
 FE2341'CONNECTION WAS MADE FROM TRIANGULATION STATION ALEXANDER
 FE2341'AND THE DISTANCE WAS FOUND TO BE 300.5 FEET (100.73 METERS).  THE
 FE2341'POINT MEASURED TO AND OBSERVED ON WAS THE CENTER OF THE BASE OF THE
 FE2341'STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2367 ***********************************************************************
 FE2367  DESIGNATION -  JACKSON WOOD PRODUCTS TALL STK
 FE2367  PID         -  FE2367
 FE2367  STATE/COUNTY-  TN/MADISON
 FE2367  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2367
 FE2367                         *CURRENT SURVEY CONTROL
 FE2367  ___________________________________________________________________
 FE2367* NAD 83(1995)-  35 36 08.10709(N)    088 47 59.36885(W)     ADJUSTED  
 FE2367* NAVD 88     -                                                        
 FE2367  ___________________________________________________________________
 FE2367  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE2367  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2367
 FE2367  HORZ ORDER  -  THIRD
 FE2367
 FE2367.The horizontal coordinates were established by classical geodetic methods
 FE2367.and adjusted by the National Geodetic Survey in April 1999..
 FE2367
 FE2367
 FE2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2367
 FE2367.The geoid height was determined by GEOID03.
 FE2367
 FE2367;                    North         East     Units Scale Factor Converg.
 FE2367;SPC TN       -   144,413.967   346,341.574   MT  0.99995654   -1 38 20.9
 FE2367;SPC TN       -   473,798.16  1,136,288.98   sFT  0.99995654   -1 38 20.9
 FE2367;UTM  16      - 3,941,324.841   336,966.731   MT  0.99992755   -1 02 52.8
 FE2367
 FE2367                          SUPERSEDED SURVEY CONTROL
 FE2367
 FE2367  NAD 83(1995)-  35 36 08.11210(N)    088 47 59.37380(W) AD(       ) 4
 FE2367  NAD 83(1986)-  35 36 08.11867(N)    088 47 59.36981(W) AD(       ) 4
 FE2367  NAD 27      -  35 36 07.86100(N)    088 47 59.16600(W) AD(       ) 3
 FE2367
 FE2367.Superseded values are not recommended for survey control.
 FE2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2367.See file dsdata.txt to determine how the superseded data were derived.
 FE2367
 FE2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3696741325(NAD 83)
 FE2367_MARKER: 63 = STACK
 FE2367
 FE2367  HISTORY     - Date     Condition        Report By
 FE2367  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2367
 FE2367                          STATION DESCRIPTION
 FE2367
 FE2367'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2681 ***********************************************************************
 GB2681  DESIGNATION -  JAMEPORT
 GB2681  PID         -  GB2681
 GB2681  STATE/COUNTY-  TN/FENTRESS
 GB2681  USGS QUAD   -  GRIMSLEY (1984)
 GB2681
 GB2681                         *CURRENT SURVEY CONTROL
 GB2681  ___________________________________________________________________
 GB2681* NAD 83(1995)-  36 21 16.38781(N)    084 56 48.69012(W)     ADJUSTED  
 GB2681* NAVD 88     -       515.7    (meters)    1692.     (feet)  VERTCON   
 GB2681  ___________________________________________________________________
 GB2681  X           -     453,008.544 (meters)                     COMP
 GB2681  Y           -  -5,123,178.646 (meters)                     COMP
 GB2681  Z           -   3,760,236.783 (meters)                     COMP
 GB2681  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 GB2681  ELLIP HEIGHT-         486.82  (meters)          (04/12/99) GPS OBS
 GB2681  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB2681
 GB2681  HORZ ORDER  -  THIRD
 GB2681  ELLP ORDER  -  FOURTH    CLASS I
 GB2681
 GB2681.This mark is at Jamestown Airport (2A1)
 GB2681
 GB2681.The horizontal coordinates were established by GPS observations
 GB2681.and adjusted by the National Geodetic Survey in April 1999..
 GB2681
 GB2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2681
 GB2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2681
 GB2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2681
 GB2681.The ellipsoidal height was determined by GPS observations
 GB2681.and is referenced to NAD 83.
 GB2681
 GB2681.The geoid height was determined by GEOID03.
 GB2681
 GB2681;                    North         East     Units Scale Factor Converg.
 GB2681;SPC TN       -   224,764.693   694,525.468   MT  0.99998957   +0 36 59.6
 GB2681;SPC TN       -   737,415.50  2,278,622.31   sFT  0.99998957   +0 36 59.6
 GB2681;UTM  16      - 4,025,231.750   684,224.759   MT  1.00001817   +1 13 02.7
 GB2681
 GB2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2681!SPC TN       -   0.99992360  x   0.99998957  =   0.99991317
 GB2681!UTM  16      -   0.99992360  x   1.00001817  =   0.99994177
 GB2681
 GB2681                          SUPERSEDED SURVEY CONTROL
 GB2681
 GB2681  NAD 83(1995)-  36 21 16.38966(N)    084 56 48.69253(W) AD(       ) 3
 GB2681  NAD 83(1995)-  36 21 16.39069(N)    084 56 48.69622(W) AD(       ) 3
 GB2681  NGVD 29 (09/17/90)  515.8    (m)         1692.     (f) GPS OBS        
 GB2681
 GB2681.Superseded values are not recommended for survey control.
 GB2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2681.See file dsdata.txt to determine how the superseded data were derived.
 GB2681
 GB2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8422525232(NAD 83)
 GB2681_MARKER: I = METAL ROD
 GB2681_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2681_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2681+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 GB2681
 GB2681  HISTORY     - Date     Condition        Report By
 GB2681  HISTORY     - 1987     MONUMENTED       NGS
 GB2681  HISTORY     - 19891006 GOOD
 GB2681
 GB2681                          STATION DESCRIPTION
 GB2681
 GB2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2681'5.65 MILES SOUTH ALONG US HIGHWAY 127 FROM THE POST OFFICE IN
 GB2681'JAMESTOWN, TO THE JUNCTION OF THE JAMESTOWN MUNICIPAL AIRPORT ROAD,
 GB2681'THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD TO THE AIRPORT OFFICE
 GB2681'BUILDING, THENCE 0.15 NORTHEAST ALONG THE TAXIWAY TO THE MARK
 GB2681'NEAR THE CORNER OF THE TAXIWAY AND RUNWAY, A 3-D MARK, A STAINLESS
 GB2681'STEEL ROD DRIVEN 16.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED
 GB2681'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE
 GB2681'WITH A LOGO CAP AND ---STAMPED JAMEPORT 1987, RECESSED 1 INCH BELOW
 GB2681'GROUND, WITH A REBAR IN CONCRETE, 38.0 FEET NORTHWEST CORNER OF THE
 GB2681'TAXIWAY AND RUNWAY, 24.6 FEET WEST OF THE MOST WESTERLY ONE OF
 GB2681'THREE RUNWAY THRESHOLD LIGHTS 34.4 FEET SOUTHWEST OF THE EXTENDED
 GB2681'SOUTHWEST EDGE OF NORTH-SOUTH RUNWAY, 36.1 FEET NORTHWEST OF
 GB2681'NORTHWEST EDGE OF TAXIWAY, 25.9 FEET EAST OF THE IRON PIPE
 GB2681'SUPPORTING A REIL, AND 1.8 FEET SOUTH OF A FIBERGLASS WITNESS POST.
 GB2681'THE MARK IS 0.3 MILE OF JAMESPORT AZ MK 1987.
 GB2681
 GB2681                          STATION RECOVERY (1989)
 GB2681
 GB2681'RECOVERED 1989
 GB2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2682 ***********************************************************************
 GB2682  DESIGNATION -  JAMEPORT AZ MK
 GB2682  PID         -  GB2682
 GB2682  STATE/COUNTY-  TN/FENTRESS
 GB2682  USGS QUAD   -  GRIMSLEY (1984)
 GB2682
 GB2682                         *CURRENT SURVEY CONTROL
 GB2682  ___________________________________________________________________
 GB2682* NAD 83(1995)-  36 21 00.92814(N)    084 56 48.87132(W)     ADJUSTED  
 GB2682* NAVD 88     -       510.4    (meters)    1675.     (feet)  VERTCON   
 GB2682  ___________________________________________________________________
 GB2682  X           -     453,028.550 (meters)                     COMP
 GB2682  Y           -  -5,123,456.200 (meters)                     COMP
 GB2682  Z           -   3,759,849.844 (meters)                     COMP
 GB2682  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 GB2682  ELLIP HEIGHT-         481.55  (meters)          (04/12/99) GPS OBS
 GB2682  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB2682
 GB2682  HORZ ORDER  -  THIRD
 GB2682  ELLP ORDER  -  FOURTH    CLASS I
 GB2682
 GB2682.This mark is at Jamestown Airport (2A1)
 GB2682
 GB2682.The horizontal coordinates were established by GPS observations
 GB2682.and adjusted by the National Geodetic Survey in April 1999..
 GB2682
 GB2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2682
 GB2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2682
 GB2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2682
 GB2682.The ellipsoidal height was determined by GPS observations
 GB2682.and is referenced to NAD 83.
 GB2682
 GB2682.The geoid height was determined by GEOID03.
 GB2682
 GB2682;                    North         East     Units Scale Factor Converg.
 GB2682;SPC TN       -   224,288.152   694,526.078   MT  0.99998890   +0 36 59.5
 GB2682;SPC TN       -   735,852.05  2,278,624.31   sFT  0.99998890   +0 36 59.5
 GB2682;UTM  16      - 4,024,755.227   684,230.366   MT  1.00001820   +1 13 02.1
 GB2682
 GB2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2682!SPC TN       -   0.99992443  x   0.99998890  =   0.99991333
 GB2682!UTM  16      -   0.99992443  x   1.00001820  =   0.99994263
 GB2682
 GB2682                          SUPERSEDED SURVEY CONTROL
 GB2682
 GB2682  NAD 83(1995)-  36 21 00.92998(N)    084 56 48.87369(W) AD(       ) 3
 GB2682  NAD 83(1995)-  36 21 00.93103(N)    084 56 48.87744(W) AD(       ) 3
 GB2682  NGVD 29 (09/17/90)  510.5    (m)         1675.     (f) GPS OBS        
 GB2682
 GB2682.Superseded values are not recommended for survey control.
 GB2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2682.See file dsdata.txt to determine how the superseded data were derived.
 GB2682
 GB2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8423024755(NAD 83)
 GB2682_MARKER: I = METAL ROD
 GB2682_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2682_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2682+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 GB2682
 GB2682  HISTORY     - Date     Condition        Report By
 GB2682  HISTORY     - 1987     MONUMENTED       NGS
 GB2682  HISTORY     - 19891006 GOOD
 GB2682
 GB2682                          STATION DESCRIPTION
 GB2682
 GB2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2682'5.65 MILES SOUTH ALONG US HIGHWAY 127 FROM THE POST OFFICE IN
 GB2682'JAMESTOWN TO THE JUNCTION OF THE JAMESTOWN MUNICIPAL AIRPORT ROAD,
 GB2682'THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD TO THE AIRPORT OFFICE
 GB2682'BUILDING, THENCE 0.3 MILE SOUTHERLY ALONG THE TAXIWAY TO THE MARK
 GB2682'ON THE LEFT, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 5.0 FEET TO
 GB2682'REFUSAL 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 GB2682'1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND
 GB2682'---STAMPED JAMESPORT AZ MK 1987, RECESSED 1 INCH BELOW GROUND LEVEL
 GB2682'WITH A REBAR IN CONCRETE 31.3 FEET SOUTHEAST OF A CONCRETE CULVERT,
 GB2682'39.0 FEET WEST OF THE WEST EDGE OF NORTH-SOUTH RUNWAY, 36.4 FEET NORTH
 GB2682'OF THE NORTH EDGE OF TAXIWAY, AND 2.0 FEET EAST OF A FIBERGLASS
 GB2682'WITNESS POST THE AZ MK IS 0.3 SOUTH OF JAMEPORT 1987.
 GB2682
 GB2682                          STATION RECOVERY (1989)
 GB2682
 GB2682'RECOVERED 1989
 GB2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1672 ***********************************************************************
 FC1672  DESIGNATION -  JAMES
 FC1672  PID         -  FC1672
 FC1672  STATE/COUNTY-  TN/LOUDON
 FC1672  USGS QUAD   -  PHILADELPHIA (1974)
 FC1672
 FC1672                         *CURRENT SURVEY CONTROL
 FC1672  ___________________________________________________________________
 FC1672* NAD 83(1995)-  35 43 08.48951(N)    084 25 13.65465(W)     ADJUSTED  
 FC1672* NAVD 88     -       347.8    (meters)    1141.     (feet)  VERTCON   
 FC1672  ___________________________________________________________________
 FC1672  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FC1672  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC1672
 FC1672  HORZ ORDER  -  SECOND
 FC1672
 FC1672.The horizontal coordinates were established by classical geodetic methods
 FC1672.and adjusted by the National Geodetic Survey in April 1999..
 FC1672
 FC1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1672
 FC1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1672
 FC1672.The geoid height was determined by GEOID03.
 FC1672
 FC1672;                    North         East     Units Scale Factor Converg.
 FC1672;SPC TN       -   154,894.281   742,907.367   MT  0.99995041   +0 55 29.0
 FC1672;SPC TN       -   508,182.32  2,437,355.25   sFT  0.99995041   +0 55 29.0
 FC1672;UTM  16      - 3,955,852.638   733,335.040   MT  1.00027096   +1 30 23.9
 FC1672
 FC1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1672!SPC TN       -   0.99995021  x   0.99995041  =   0.99990062
 FC1672!UTM  16      -   0.99995021  x   1.00027096  =   1.00022115
 FC1672
 FC1672:                Primary Azimuth Mark                     Grid Az
 FC1672:SPC TN       -  TILLEY                                   202 34 49.4
 FC1672:UTM  16      -  TILLEY                                   201 59 54.5
 FC1672
 FC1672|---------------------------------------------------------------------|
 FC1672| PID    Reference Object                     Distance      Geod. Az  |
 FC1672|                                                           dddmmss.s |
 FC1672| FC0293 TILLEY                              APPROX. 3.9 KM 2033018.4 |
 FC1672| CZ4873 JAMES RM 1                           13.634 METERS 26640     |
 FC1672| CZ4874 JAMES RM 2                           11.384 METERS 35322     |
 FC1672|---------------------------------------------------------------------|
 FC1672
 FC1672                          SUPERSEDED SURVEY CONTROL
 FC1672
 FC1672  NAD 83(1995)-  35 43 08.49611(N)    084 25 13.65443(W) AD(       ) 2
 FC1672  NAD 83(1986)-  35 43 08.50127(N)    084 25 13.65272(W) AD(       ) 2
 FC1672  NAD 27      -  35 43 08.23420(N)    084 25 13.91160(W) AD(       ) 2
 FC1672  NGVD 29 (07/19/86)  347.9    (m)         1141.     (f) VERT ANG       
 FC1672
 FC1672.Superseded values are not recommended for survey control.
 FC1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1672.See file dsdata.txt to determine how the superseded data were derived.
 FC1672
 FC1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3333555853(NAD 83)
 FC1672_MARKER: DE = TRAVERSE STATION DISK
 FC1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1672
 FC1672  HISTORY     - Date     Condition        Report By
 FC1672  HISTORY     - 1961     MONUMENTED       CGS
 FC1672  HISTORY     - 1980     GOOD             NGS
 FC1672
 FC1672                          STATION DESCRIPTION
 FC1672
 FC1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1672'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LOUDON AND ABOUT 3
 FC1672'MILES NORTHWEST OF PHILADELPHIA ON THE PROPERTY OF MR. JAMES.
 FC1672'
 FC1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1672'HIGHWAY 72, JUST SOUTH OF THE BUSINESS DISTRICT OF LENOIR CITY, GO
 FC1672'WEST ON STATE HIGHWAY 72 FOR 3.85 MILES TO A Y, STATE HIGHWAY 72
 FC1672'TURNS RIGHT, KEEP LEFT AND GO 1 MILE TO A Y AND A SIGN
 FC1672'PHILADELPHIA, KEEP LEFT AND GO 0.2 MILE TO A SMALL POND AND A WIRE
 FC1672'GATE JUST BEYOND, TURN RIGHT THROUGH WIRE GATE AND GO 0.2 MILE
 FC1672'WEST TO THE TOP OF THE HILL AND THE STATION.
 FC1672'
 FC1672'THE STATION IS 31.9 FEET SOUTHEAST OF A WITNESS POST, AND 31 FEET
 FC1672'SOUTH OF THE EDGE OF A SLOPE AT THE TIMBER.  IT IS A STANDARD
 FC1672'TRAVERSE DISK, 8 INCHES BELOW THE SURFACE, AND IS STAMPED JAMES 1961.
 FC1672'
 FC1672'REFERENCE MARK NO. 1 IS 20.4 FEET SOUTHWEST OF THE WITNESS POST AND 3
 FC1672'FEET SOUTHEAST OF THE EDGE OF A SLOPE AT THE TIMBER.  IT IS A
 FC1672'STANDARD DISK, FLUSH, AND IS STAMPED JAMES NO 1 1961.
 FC1672'
 FC1672'REFERENCE MARK NO. 2 IS 35.9 FEET NORTHEAST OF THE WITNESS POST AND 3
 FC1672'FEET SOUTHEAST OF THE EDGE OF A SLOPE AT THE TIMBER.  IT IS A
 FC1672'STANDARD DISK, FLUSH, AND IS STAMPED JAMES NO 2 1961.
 FC1672'
 FC1672'TRAVERSE STATION TILLEY WILL SERVE AS AN AZIMUTH.  SEE DESCRIPTION
 FC1672'THEREOF.
 FC1672'
 FC1672'HEIGHT OF LIGHT ABOVE STATION MARK 1.95 METERS.
 FC1672
 FC1672                          STATION RECOVERY (1980)
 FC1672
 FC1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC1672'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FC1672'DESCRIPTION IS GOOD WITH THE BELOW.
 FC1672'
 FC1672'THE STATION MARK IS 45 FEET EAST OF A METAL WITNESS POST AND 37
 FC1672'FEET SOUTH OF A METAL WITNESS POST.
 FC1672'
 FC1672'REFERENCE MARK 1 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 FC1672'
 FC1672'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 FC1672'
 FC1672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 FC1672'INTERSTATE HIGHWAY 75, WEST OF LENOIR CITY, GO WEST ON HIGHWAY 72 FOR
 FC1672'0.45 MILE TO A ROAD LEFT TURN LEFT ON THE PAVED ROAD AND GO 1.1 MILE
 FC1672'TO A ROAD FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO A GATE AND A
 FC1672'FARM POND ON THE RIGHT.  PASS THROUGH THE GATE AND GO 0.2 MILE ACROSS
 FC1672'PASTURE TO TOP OF HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1920 ***********************************************************************
 GB1920  DESIGNATION -  JAN
 GB1920  PID         -  GB1920
 GB1920  STATE/COUNTY-  TN/JACKSON
 GB1920  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1920
 GB1920                         *CURRENT SURVEY CONTROL
 GB1920  ___________________________________________________________________
 GB1920* NAD 83(1995)-  36 24 56.13818(N)    085 38 22.01323(W)     ADJUSTED  
 GB1920* NAVD 88     -       175.394  (meters)     575.44   (feet)  ADJUSTED  
 GB1920  ___________________________________________________________________
 GB1920  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GB1920  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1920  DYNAMIC HT  -         175.241 (meters)     574.94  (feet)  COMP
 GB1920  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GB1920
 GB1920  HORZ ORDER  -  SECOND
 GB1920  VERT ORDER  -  SECOND    CLASS 0
 GB1920
 GB1920.The horizontal coordinates were established by classical geodetic methods
 GB1920.and adjusted by the National Geodetic Survey in April 1999..
 GB1920
 GB1920.The orthometric height was determined by differential leveling
 GB1920.and adjusted by the National Geodetic Survey in June 1991..
 GB1920
 GB1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1920
 GB1920.The geoid height was determined by GEOID03.
 GB1920
 GB1920.The dynamic height is computed by dividing the NAVD 88
 GB1920.geopotential number by the normal gravity value computed on the
 GB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1920.degrees latitude (g = 980.6199 gals.).
 GB1920
 GB1920.The modeled gravity was interpolated from observed gravity values.
 GB1920
 GB1920;                    North         East     Units Scale Factor Converg.
 GB1920;SPC TN       -   231,089.201   632,337.185   MT  0.99999981   +0 12 39.9
 GB1920;SPC TN       -   758,165.15  2,074,592.91   sFT  0.99999981   +0 12 39.9
 GB1920;UTM  16      - 4,030,905.344   621,980.111   MT  0.99978332   +0 48 28.0
 GB1920
 GB1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1920!SPC TN       -   0.99997722  x   0.99999981  =   0.99997703
 GB1920!UTM  16      -   0.99997722  x   0.99978332  =   0.99976055
 GB1920
 GB1920|---------------------------------------------------------------------|
 GB1920| PID    Reference Object                     Distance      Geod. Az  |
 GB1920|                                                           dddmmss.s |
 GB1920| GB1919 JAN RM 1                              9.448 METERS 14136     |
 GB1920| GB1918 JAN AZ MK                                          1695457.9 |
 GB1920| GB1921 JAN RM 2                             10.211 METERS 32616     |
 GB1920| GB2417 VIEW                                APPROX. 2.3 KM 3494721.8 |
 GB1920|---------------------------------------------------------------------|
 GB1920
 GB1920                          SUPERSEDED SURVEY CONTROL
 GB1920
 GB1920  NAD 83(1995)-  36 24 56.13974(N)    085 38 22.01454(W) AD(       ) 2
 GB1920  NAD 83(1995)-  36 24 56.14529(N)    085 38 22.01827(W) AD(       ) 2
 GB1920  NAD 83(1986)-  36 24 56.14852(N)    085 38 22.01758(W) AD(       ) 2
 GB1920  NAD 27      -  36 24 55.92916(N)    085 38 22.11120(W) AD(       ) 2
 GB1920  NGVD 29 (??/??/92)  175.493  (m)          575.76   (f) ADJ UNCH    2 0
 GB1920
 GB1920.Superseded values are not recommended for survey control.
 GB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1920.See file dsdata.txt to determine how the superseded data were derived.
 GB1920
 GB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2198030905(NAD 83)
 GB1920_MARKER: DE = TRAVERSE STATION DISK
 GB1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1920_STAMPING: JAN 1966
 GB1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1920+STABILITY: SURFACE MOTION
 GB1920
 GB1920  HISTORY     - Date     Condition        Report By
 GB1920  HISTORY     - 1966     MONUMENTED       TNHD
 GB1920  HISTORY     - 1966     GOOD             TNHD
 GB1920
 GB1920                          STATION DESCRIPTION
 GB1920
 GB1920'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1920'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF GAINESBORO.
 GB1920'
 GB1920'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1920'GAINESBORO, GO EASTERLY FOR 1.35 MILES ON STATE ROUTE 53 AND 56 TO
 GB1920'THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  TURN RIGHT ON STATE
 GB1920'ROUTE 53 AND 85 AND GO 0.85 MILE EASTERLY TO THE JUNCTION OF STATE
 GB1920'ROUTE 135, CONTINUE ON STATE ROUTE 53 AND 85 FOR 0.25 MILE TO A
 GB1920'BRIDGE CROSSING THE ROARING RIVER.  CONTINUE FOR 0.15 MILE TO THE
 GB1920'JUNCTION OF STATE ROUTE 53 AND 85, TURN LEFT AND GO NORTHERLY ON
 GB1920'STATE ROUTE 53 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GB1920'CONTINUE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 GB1920'
 GB1920'THE STATION IS 34 FEET SOUTHEAST OF A WOODEN GATE, 18 FEET SOUTHWEST
 GB1920'OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 2 FEET NORTHEAST OF A
 GB1920'WIRE FENCE AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 GB1920'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1920'DEPARTMENT DISKS AND THE DISKS ARE STAMPED JAN 1966.  THE UNDERGROUND
 GB1920'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GB1920'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1920'
 GB1920'REFERENCE MARK NO. 1 IS 37 FEET NORTHWEST OF A UTILITY POLE, 14 FEET
 GB1920'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 6 FEET
 GB1920'NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1920'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1920'CONCRETE MONUMENT AND THE DISK IS STAMPED JAN RM-1 1966.
 GB1920'
 GB1920'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB1920'OF STATE ROUTE 53 AND 1.3 FEET NORTHEAST OF A WOODEN GATE AT A FENCE
 GB1920'CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB1920'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB1920'DISK IS STAMPED JAN RM-2 1966.
 GB1920'
 GB1920'THE AZIMUTH MARK IS 71 FEET NORTHWEST OF A GRAVELED DRIVE, 24 FEET
 GB1920'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 12 FEET
 GB1920'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 8 FEET EAST OF A FENCE
 GB1920'CORNER AND 7.4 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 GB1920'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1920'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1920'STAMPED JAN AZI 1966.
 GB1920'
 GB1920'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1920'
 GB1920'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1920
 GB1920                          STATION RECOVERY (1966)
 GB1920
 GB1920'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1920'4.5 MI N FROM GAINESBORO.
 GB1920'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1920'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND
 GB1920'56 FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1920'KEEP RIGHT AND GO EASTERLY, THEN NORTHERLY, ON STATE ROUTE 53
 GB1920'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND
 GB1920'85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 2.5 MILES TO THE
 GB1920'MARK ON THE LEFT, 34 FEET SOUTHEAST OF A WOODEN GATE, 18 FEET
 GB1920'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 2 FEET
 GB1920'NORTHEAST OF A WIRE FENCE AND 1.8 FEET NORTHEAST OF A METAL
 GB1920'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1920'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1918 ***********************************************************************
 GB1918  DESIGNATION -  JAN AZ MK
 GB1918  PID         -  GB1918
 GB1918  STATE/COUNTY-  TN/JACKSON
 GB1918  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1918
 GB1918                         *CURRENT SURVEY CONTROL
 GB1918  ___________________________________________________________________
 GB1918* NAD 83(1986)-  36 24 49.     (N)    085 38 20.     (W)     SCALED    
 GB1918* NAVD 88     -       169.825  (meters)     557.17   (feet)  ADJUSTED  
 GB1918  ___________________________________________________________________
 GB1918  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1918  DYNAMIC HT  -         169.677 (meters)     556.68  (feet)  COMP
 GB1918  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GB1918
 GB1918  VERT ORDER  -  SECOND    CLASS 0
 GB1918
 GB1918.The horizontal coordinates were scaled from a topographic map and have
 GB1918.an estimated accuracy of +/- 6 seconds.
 GB1918
 GB1918.The orthometric height was determined by differential leveling
 GB1918.and adjusted by the National Geodetic Survey in June 1991..
 GB1918
 GB1918.The geoid height was determined by GEOID03.
 GB1918
 GB1918.The dynamic height is computed by dividing the NAVD 88
 GB1918.geopotential number by the normal gravity value computed on the
 GB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1918.degrees latitude (g = 980.6199 gals.).
 GB1918
 GB1918.The modeled gravity was interpolated from observed gravity values.
 GB1918
 GB1918;                    North         East    Units  Estimated Accuracy
 GB1918;SPC TN       -   230,870.      632,390.      MT  (+/- 180 meters Scaled)
 GB1918
 GB1918                          SUPERSEDED SURVEY CONTROL
 GB1918
 GB1918  NGVD 29 (??/??/??)  169.95   (m)          557.6    (f) RESET       3  
 GB1918
 GB1918.Superseded values are not recommended for survey control.
 GB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1918.See file dsdata.txt to determine how the superseded data were derived.
 GB1918
 GB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF220306(NAD 83)
 GB1918_MARKER: DR = REFERENCE MARK DISK
 GB1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1918_STAMPING: JAN AZI 1966
 GB1918_MARK LOGO: TNHD  
 GB1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1918+STABILITY: SURFACE MOTION
 GB1918
 GB1918  HISTORY     - Date     Condition        Report By
 GB1918  HISTORY     - 1966     MONUMENTED       TNHD
 GB1918
 GB1918                          STATION DESCRIPTION
 GB1918
 GB1918'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1918'4.5 MI NE FROM GAINESBORO.
 GB1918'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1918'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1918'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1918'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND 85
 GB1918'FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.  CONTINUE
 GB1918'NORTHERLY ON STATE ROUTE 53 FOR 2.4 MILES TO THE MARK ON THE LEFT,
 GB1918'71 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE,
 GB1918'24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 12
 GB1918'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 8 FEET EAST OF
 GB1918'A FENCE CORNER AND 7.4 FEET EAST OF A METAL WITNESS POST AND SIGN.
 GB1918'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1918'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1919 ***********************************************************************
 GB1919  DESIGNATION -  JAN RM 1
 GB1919  PID         -  GB1919
 GB1919  STATE/COUNTY-  TN/JACKSON
 GB1919  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1919
 GB1919                         *CURRENT SURVEY CONTROL
 GB1919  ___________________________________________________________________
 GB1919* NAD 83(1986)-  36 24 56.     (N)    085 38 22.     (W)     SCALED    
 GB1919* NAVD 88     -       174.815  (meters)     573.54   (feet)  ADJUSTED  
 GB1919  ___________________________________________________________________
 GB1919  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1919  DYNAMIC HT  -         174.663 (meters)     573.04  (feet)  COMP
 GB1919  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GB1919
 GB1919  VERT ORDER  -  SECOND    CLASS 0
 GB1919
 GB1919.The horizontal coordinates were scaled from a topographic map and have
 GB1919.an estimated accuracy of +/- 6 seconds.
 GB1919
 GB1919.The orthometric height was determined by differential leveling
 GB1919.and adjusted by the National Geodetic Survey in June 1991..
 GB1919
 GB1919.The geoid height was determined by GEOID03.
 GB1919
 GB1919.The dynamic height is computed by dividing the NAVD 88
 GB1919.geopotential number by the normal gravity value computed on the
 GB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1919.degrees latitude (g = 980.6199 gals.).
 GB1919
 GB1919.The modeled gravity was interpolated from observed gravity values.
 GB1919
 GB1919;                    North         East    Units  Estimated Accuracy
 GB1919;SPC TN       -   231,090.      632,340.      MT  (+/- 180 meters Scaled)
 GB1919
 GB1919                          SUPERSEDED SURVEY CONTROL
 GB1919
 GB1919  NGVD 29 (??/??/92)  174.915  (m)          573.87   (f) ADJ UNCH    2 0
 GB1919
 GB1919.Superseded values are not recommended for survey control.
 GB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1919.See file dsdata.txt to determine how the superseded data were derived.
 GB1919
 GB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF219309(NAD 83)
 GB1919_MARKER: DR = REFERENCE MARK DISK
 GB1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1919_STAMPING: JAN RM-1 1966
 GB1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1919+STABILITY: SURFACE MOTION
 GB1919
 GB1919  HISTORY     - Date     Condition        Report By
 GB1919  HISTORY     - 1966     MONUMENTED       TNHD
 GB1919
 GB1919                          STATION DESCRIPTION
 GB1919
 GB1919'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1919'4.5 MI NE FROM GAINESBORO.
 GB1919'AT THE JAN 1966 STATION SITE, 37 FEET NORTHWEST OF A UTILITY
 GB1919'POLE, 30.99 FEET SOUTHEAST OF THE STATION MARK, 14 FEET SOUTHWEST
 GB1919'OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 6 FEET NORTHEAST
 GB1919'OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1919'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1921 ***********************************************************************
 GB1921  DESIGNATION -  JAN RM 2
 GB1921  PID         -  GB1921
 GB1921  STATE/COUNTY-  TN/JACKSON
 GB1921  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1921
 GB1921                         *CURRENT SURVEY CONTROL
 GB1921  ___________________________________________________________________
 GB1921* NAD 83(1986)-  36 24 56.     (N)    085 38 22.     (W)     SCALED    
 GB1921* NAVD 88     -       176.113  (meters)     577.80   (feet)  ADJUSTED  
 GB1921  ___________________________________________________________________
 GB1921  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1921  DYNAMIC HT  -         175.960 (meters)     577.30  (feet)  COMP
 GB1921  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GB1921
 GB1921  VERT ORDER  -  SECOND    CLASS 0
 GB1921
 GB1921.The horizontal coordinates were scaled from a topographic map and have
 GB1921.an estimated accuracy of +/- 6 seconds.
 GB1921
 GB1921.The orthometric height was determined by differential leveling
 GB1921.and adjusted by the National Geodetic Survey in June 1991..
 GB1921
 GB1921.The geoid height was determined by GEOID03.
 GB1921
 GB1921.The dynamic height is computed by dividing the NAVD 88
 GB1921.geopotential number by the normal gravity value computed on the
 GB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1921.degrees latitude (g = 980.6199 gals.).
 GB1921
 GB1921.The modeled gravity was interpolated from observed gravity values.
 GB1921
 GB1921;                    North         East    Units  Estimated Accuracy
 GB1921;SPC TN       -   231,090.      632,340.      MT  (+/- 180 meters Scaled)
 GB1921
 GB1921                          SUPERSEDED SURVEY CONTROL
 GB1921
 GB1921  NGVD 29 (??/??/92)  176.213  (m)          578.13   (f) ADJ UNCH    2 0
 GB1921
 GB1921.Superseded values are not recommended for survey control.
 GB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1921.See file dsdata.txt to determine how the superseded data were derived.
 GB1921
 GB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF219309(NAD 83)
 GB1921_MARKER: DR = REFERENCE MARK DISK
 GB1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1921_STAMPING: JAN RM-2 1966
 GB1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1921+STABILITY: SURFACE MOTION
 GB1921
 GB1921  HISTORY     - Date     Condition        Report By
 GB1921  HISTORY     - 1966     MONUMENTED       TNHD
 GB1921
 GB1921                          STATION DESCRIPTION
 GB1921
 GB1921'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1921'4.5 MI NE FROM GAINESBORO.
 GB1921'AT THE JAN 1966 STATION SITE, 33.50 FEET NORTHWEST OF THE
 GB1921'STATION MARK, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB1921'STATE ROUTE 53 AND 1.3 FEET NORTHEAST OF A WOODEN GATE AT A
 GB1921'FENCE CORNER.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1921'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1710 ***********************************************************************
 GD1710  DESIGNATION -  JAY
 GD1710  PID         -  GD1710
 GD1710  STATE/COUNTY-  TN/DYER
 GD1710  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD1710
 GD1710                         *CURRENT SURVEY CONTROL
 GD1710  ___________________________________________________________________
 GD1710* NAD 83(1995)-  36 06 35.09178(N)    089 36 51.39311(W)     ADJUSTED  
 GD1710* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 GD1710  ___________________________________________________________________
 GD1710  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1710  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1710
 GD1710  HORZ ORDER  -  SECOND
 GD1710
 GD1710.The horizontal coordinates were established by classical geodetic methods
 GD1710.and adjusted by the National Geodetic Survey in April 1999..
 GD1710
 GD1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1710
 GD1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1710
 GD1710.The geoid height was determined by GEOID03.
 GD1710
 GD1710;                    North         East     Units Scale Factor Converg.
 GD1710;SPC TN       -   203,100.574   274,662.676   MT  0.99995994   -2 06 57.4
 GD1710;SPC TN       -   666,339.13    901,122.46   sFT  0.99995994   -2 06 57.4
 GD1710;UTM  16      - 3,999,286.296   264,683.277   MT  1.00028235   -1 32 29.0
 GD1710
 GD1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1710!SPC TN       -   0.99999131  x   0.99995994  =   0.99995125
 GD1710!UTM  16      -   0.99999131  x   1.00028235  =   1.00027366
 GD1710
 GD1710|---------------------------------------------------------------------|
 GD1710| PID    Reference Object                     Distance      Geod. Az  |
 GD1710|                                                           dddmmss.s |
 GD1710| CG3598 JAY RM 1                             25.607 METERS 06235     |
 GD1710| CG3597 JAY AZ MK                                          0733557.0 |
 GD1710| CG3599 JAY RM 2                             26.923 METERS 24456     |
 GD1710|---------------------------------------------------------------------|
 GD1710
 GD1710                          SUPERSEDED SURVEY CONTROL
 GD1710
 GD1710  NAD 83(1995)-  36 06 35.09503(N)    089 36 51.39378(W) AD(       ) 2
 GD1710  NAD 83(1995)-  36 06 35.09484(N)    089 36 51.39492(W) AD(       ) 2
 GD1710  NAD 83(1986)-  36 06 35.10357(N)    089 36 51.39415(W) AD(       ) 2
 GD1710  NAD 27      -  36 06 34.85090(N)    089 36 51.11058(W) AD(       ) 2
 GD1710  NGVD 29 (07/19/86)   83.6    (m)          274.     (f) VERT ANG       
 GD1710
 GD1710.Superseded values are not recommended for survey control.
 GD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1710.See file dsdata.txt to determine how the superseded data were derived.
 GD1710
 GD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6468399286(NAD 83)
 GD1710_MARKER: DS = TRIANGULATION STATION DISK
 GD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1710
 GD1710  HISTORY     - Date     Condition        Report By
 GD1710  HISTORY     - 1965     MONUMENTED       TNHD
 GD1710
 GD1710                          STATION DESCRIPTION
 GD1710
 GD1710'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GD1710'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF FINLEY AND 6-1/2
 GD1710'MILES WEST OF LENOX ON THE EAST BANK OF THE MISSISSIPPI RIVER.
 GD1710'
 GD1710'TO REACH THE STATION FROM THE POST OFFICE IN FINLEY, GO 9.45 MILES
 GD1710'WESTERLY ON STATE ROUTE 20 TO AN ABANDONED CEMENT BLOCK BUILDING ON
 GD1710'THE RIGHT AND A GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND
 GD1710'FOLLOW THE GRAVELED ROAD FOR 4.35 MILES TO A POINT WHERE THE ROAD
 GD1710'TURNS RIGHT AND CROSSES THE LEVEE,* AND THE STATION ON THE LEVEE
 GD1710'ABOUT 300 FEET NORTH OF THE ROAD.
 GD1710'
 GD1710'THE STATION MARK IS ABOUT 79 FEET SOUTHEAST OF THE EAST BANK OF THE
 GD1710'MISSISSIPPI RIVER AND 4.2 FEET SOUTHEAST OF A WITNESS POST.  THE
 GD1710'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GD1710'DEPARTMENT DISKS AND THE DISKS ARE STAMPED JAY 1965.  THE
 GD1710'UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE SURFACE.  THE SURFACE
 GD1710'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GD1710'
 GD1710'REFERENCE MARK NO. 1 IS SET IN THE LEVEE ABOUT 375 FEET WEST OF A BIG
 GD1710'RUSTY STORAGE BIN AND ABOUT 74 FEET SOUTHEAST OF THE EAST BANK OF
 GD1710'THE RIVER.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GD1710'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1710'STAMPED JAY RM-1 1965.
 GD1710'
 GD1710'REFERENCE MARK NO. 2 IS 62 FEET NORTHEAST OF A 4-INCH THORN TREE AND
 GD1710'ABOUT 100 FEET SOUTH OF THE EAST BANK OF THE RIVER.  IT IS A
 GD1710'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GD1710'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JAY RM-2 1965.
 GD1710'
 GD1710'THE AZIMUTH MARK IS 37 FEET SOUTHWEST OF A 30-INCH PECAN TREE, 20
 GD1710'FEET NORTHWEST OF A 36-INCH PECAN TREE, 15 FEET SOUTHEAST OF THE
 GD1710'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 1.5 FEET NORTHWEST
 GD1710'OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GD1710'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1710'IS STAMPED JAY AZI 1965.
 GD1710'
 GD1710'TO REACH THE AZIMUTH MARK,* CONTINUE ON THE GRAVELED ROAD FOR 0.45
 GD1710'MILES NORTHEASTERLY TO THE MARK ON THE RIGHT.
 GD1710'
 GD1710'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1710'
 GD1710'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3531 ***********************************************************************
 GA3531  DESIGNATION -  JAYNES
 GA3531  PID         -  GA3531
 GA3531  STATE/COUNTY-  TN/CLAIBORNE
 GA3531  USGS QUAD   -  TAZEWELL (1971)
 GA3531
 GA3531                         *CURRENT SURVEY CONTROL
 GA3531  ___________________________________________________________________
 GA3531* NAD 83(1995)-  36 29 49.34716(N)    083 35 42.59793(W)     ADJUSTED  
 GA3531* NAVD 88     -       506.1    (meters)    1660.     (feet)  VERTCON   
 GA3531  ___________________________________________________________________
 GA3531  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GA3531  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3531
 GA3531  HORZ ORDER  -  SECOND
 GA3531
 GA3531.The horizontal coordinates were established by classical geodetic methods
 GA3531.and adjusted by the National Geodetic Survey in April 1999..
 GA3531
 GA3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3531
 GA3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3531
 GA3531.The geoid height was determined by GEOID03.
 GA3531
 GA3531;                    North         East     Units Scale Factor Converg.
 GA3531;SPC TN       -   242,714.736   815,441.516   MT  1.00001524   +1 24 28.4
 GA3531;SPC TN       -   796,306.60  2,675,327.71   sFT  1.00001524   +1 24 28.4
 GA3531;UTM  17      - 4,042,212.108   267,556.922   MT  1.00026572   -1 32 39.3
 GA3531
 GA3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3531!SPC TN       -   0.99992539  x   1.00001524  =   0.99994063
 GA3531!UTM  17      -   0.99992539  x   1.00026572  =   1.00019109
 GA3531
 GA3531|---------------------------------------------------------------------|
 GA3531| PID    Reference Object                     Distance      Geod. Az  |
 GA3531|                                                           dddmmss.s |
 GA3531| DB9486 JAYNES RM 1                           6.622 METERS 10248     |
 GA3531| DB9487 JAYNES RM 2                           6.012 METERS 28220     |
 GA3531| GA2587 DON                                 APPROX. 0.8 KM 3424036.3 |
 GA3531|---------------------------------------------------------------------|
 GA3531
 GA3531                          SUPERSEDED SURVEY CONTROL
 GA3531
 GA3531  NAD 83(1995)-  36 29 49.34935(N)    083 35 42.59964(W) AD(       ) 2
 GA3531  NAD 83(1995)-  36 29 49.34688(N)    083 35 42.59169(W) AD(       ) 2
 GA3531  NAD 83(1995)-  36 29 49.35630(N)    083 35 42.59908(W) AD(       ) 2
 GA3531  NAD 83(1986)-  36 29 49.35768(N)    083 35 42.59871(W) AD(       ) 2
 GA3531  NAD 27      -  36 29 49.06715(N)    083 35 42.93175(W) AD(       ) 2
 GA3531  NGVD 29 (07/19/86)  506.2    (m)         1661.     (f) VERT ANG       
 GA3531
 GA3531.Superseded values are not recommended for survey control.
 GA3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3531.See file dsdata.txt to determine how the superseded data were derived.
 GA3531
 GA3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6755742212(NAD 83)
 GA3531_MARKER: DD = SURVEY DISK
 GA3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3531
 GA3531  HISTORY     - Date     Condition        Report By
 GA3531  HISTORY     - 1963     MONUMENTED       TNHD
 GA3531  HISTORY     - 1980     GOOD             NGS
 GA3531
 GA3531                          STATION DESCRIPTION
 GA3531
 GA3531'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3531'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN JAYNES  *23*
 GA3531'ABOUT 3 MILES NORTHWEST OF TAZEWELL.
 GA3531'
 GA3531'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3531'ROUTE 33 IN TAZEWELL, GO
 GA3531'NORTHEASTERLY ON U.  S.  HIGHWAY 25E FOR 2.6 MILES TO
 GA3531'A PAVED ROAD ON THE LEFT, TURN
 GA3531'LEFT AND GO NORTH AND WEST ON THIS
 GA3531'PAVED ROAD FOR 0.8 MILE TO A GRAVELED ROAD ON THE
 GA3531'RIGHT, TURN RIGHT
 GA3531'AND GO EASTERLY ON THIS GRAVELED ROAD FOR 0.25 MILE TO THE FARM HOME
 GA3531'OF MR.  JOHN
 GA3531'JAYNES.  FROM THIS POINT CONTINUE EASTERLY ON A FARM
 GA3531'ROAD, PASSING THROUGH A WIRE
 GA3531'GATE FOR 0.05 MILE TO A BARN, TURN LEFT
 GA3531'JUST BEFORE REACHING THIS BARN AND GO ABOUT 60
 GA3531'FEET NORTH TO TWO WIRE
 GA3531'GATES IN AN EAST-WEST FENCE.  PASS THROUGH THE MOST WESTERLY OF
 GA3531'THESE TWO GATES
 GA3531'AND CONTINUE NORTHERLY FOR ABOUT 200 FEET TO A FENCE
 GA3531'CORNER, TURN LEFT, WEST,
 GA3531'ALONG FENCE AND GO ABOUT 200 FEET TO A WIRE
 GA3531'GATE ON THE RIGHT, TURN RIGHT, PASSING
 GA3531'THROUGH THIS WIRE GATE AND GO
 GA3531'NORTHERLY ABOUT 300 FEET TO A FENCE AND THE STATION AS
 GA3531'DESCRIBED.
 GA3531'
 GA3531'THE STATION IS 42 FEET NORTHEAST OF A LARGE PILE OF ROCK, 5 FEET WEST
 GA3531'OF A FENCE POST, 3.5
 GA3531'FEET EAST OF A METAL WITNESS POST AND SIGN, AND 1
 GA3531'FOOT SOUTH OF THE FENCE.  THE
 GA3531'SURFACE AND UNDERGROUND MARKS ARE
 GA3531'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA3531'ARE STAMPED JAYNES
 GA3531'1963.  THE UNDERGROUND MARK IS ABOUT 32 INCHES BELOW THE SURFACE.
 GA3531'THE SURFACE
 GA3531'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3531'MONUMENT.
 GA3531'
 GA3531'REFERENCE MARK NO. 1 IS ABOUT 135 FEET WEST OF A FENCE CORNER, 6 FEET
 GA3531'EAST OF A FENCE POST AND 1
 GA3531'FOOT SOUTH OF THE FENCE.  IT IS A STANDARD TENNESSEE
 GA3531'HIGHWAY DEPARTMENT DISK SET IN A
 GA3531'10-INCH SQUARE, FLUSH, CONCRETE
 GA3531'MONUMENT AND THE DISK IS STAMPED JAYNES RM-1 1963.
 GA3531'
 GA3531'REFERENCE MARK NO. 2 IS 35 FEET NORTH-NORTHEAST OF A LARGE ROCK PILE,
 GA3531'6 FEET EAST OF A FENCE
 GA3531'POST AND 1 FOOT SOUTH OF THE FENCE.  IT IS A STANDARD
 GA3531'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3531'SET IN A 10-INCH SQUARE, FLUSH,
 GA3531'CONCRETE MONUMENT AND THE DISK IS STAMPED JAYNES
 GA3531'RM-2 1963.
 GA3531'
 GA3531'TRAVERSE STATION DON WILL SERVE AS AN AZIMUTH MARK.
 GA3531'
 GA3531'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3531
 GA3531                          STATION RECOVERY (1980)
 GA3531
 GA3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3531'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GA3531'GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE
 GA3531'STATION MARK, THE MENTIONED FENCE IS NOW GONE AND THE STATION 1
 GA3531'BELOW THE CREST OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1894 ***********************************************************************
 GB1894  DESIGNATION -  JEAN
 GB1894  PID         -  GB1894
 GB1894  STATE/COUNTY-  TN/JACKSON
 GB1894  USGS QUAD   -  DODSON BRANCH (1968)
 GB1894
 GB1894                         *CURRENT SURVEY CONTROL
 GB1894  ___________________________________________________________________
 GB1894* NAD 83(1995)-  36 15 59.60457(N)    085 36 18.11755(W)     ADJUSTED  
 GB1894* NAVD 88     -       309.647  (meters)    1015.90   (feet)  ADJUSTED  
 GB1894  ___________________________________________________________________
 GB1894  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GB1894  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1894  DYNAMIC HT  -         309.372 (meters)    1015.00  (feet)  COMP
 GB1894  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1894
 GB1894  HORZ ORDER  -  SECOND
 GB1894  VERT ORDER  -  SECOND    CLASS 0
 GB1894
 GB1894.The horizontal coordinates were established by classical geodetic methods
 GB1894.and adjusted by the National Geodetic Survey in April 1999..
 GB1894
 GB1894.The orthometric height was determined by differential leveling
 GB1894.and adjusted by the National Geodetic Survey in June 1991..
 GB1894
 GB1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1894
 GB1894.The geoid height was determined by GEOID03.
 GB1894
 GB1894.The dynamic height is computed by dividing the NAVD 88
 GB1894.geopotential number by the normal gravity value computed on the
 GB1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1894.degrees latitude (g = 980.6199 gals.).
 GB1894
 GB1894.The modeled gravity was interpolated from observed gravity values.
 GB1894
 GB1894;                    North         East     Units Scale Factor Converg.
 GB1894;SPC TN       -   214,563.499   635,490.565   MT  0.99997682   +0 13 52.4
 GB1894;SPC TN       -   703,947.08  2,084,938.63   sFT  0.99997682   +0 13 52.4
 GB1894;UTM  16      - 4,014,416.590   625,304.382   MT  0.99979346   +0 49 31.0
 GB1894
 GB1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1894!SPC TN       -   0.99995610  x   0.99997682  =   0.99993292
 GB1894!UTM  16      -   0.99995610  x   0.99979346  =   0.99974956
 GB1894
 GB1894|---------------------------------------------------------------------|
 GB1894| PID    Reference Object                     Distance      Geod. Az  |
 GB1894|                                                           dddmmss.s |
 GB1894| GB1895 JEAN RM 1                            11.269 METERS 08535     |
 GB1894| GB1893 JEAN RM 2                            12.659 METERS 23801     |
 GB1894| GB1892 JEAN AZ MK                                         2420924.3 |
 GB1894| GB1902 SALEM                               APPROX. 6.9 KM 3125723.7 |
 GB1894|---------------------------------------------------------------------|
 GB1894
 GB1894                          SUPERSEDED SURVEY CONTROL
 GB1894
 GB1894  NAD 83(1995)-  36 15 59.60659(N)    085 36 18.11955(W) AD(       ) 2
 GB1894  NAD 83(1995)-  36 15 59.60969(N)    085 36 18.12120(W) AD(       ) 2
 GB1894  NAD 83(1986)-  36 15 59.61527(N)    085 36 18.11995(W) AD(       ) 2
 GB1894  NAD 27      -  36 15 59.39884(N)    085 36 18.20560(W) AD(       ) 2
 GB1894  NGVD 29 (??/??/92)  309.728  (m)         1016.17   (f) ADJ UNCH    2 0
 GB1894
 GB1894.Superseded values are not recommended for survey control.
 GB1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1894.See file dsdata.txt to determine how the superseded data were derived.
 GB1894
 GB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2530414417(NAD 83)
 GB1894_MARKER: DE = TRAVERSE STATION DISK
 GB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1894_STAMPING: JEAN 1966
 GB1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1894+STABILITY: SURFACE MOTION
 GB1894
 GB1894  HISTORY     - Date     Condition        Report By
 GB1894  HISTORY     - 1966     MONUMENTED       TNHD
 GB1894  HISTORY     - 1966     GOOD             TNHD
 GB1894
 GB1894                          STATION DESCRIPTION
 GB1894
 GB1894'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1894'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF COOKEVILLE.
 GB1894'
 GB1894'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE IN
 GB1894'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1894'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1894'MILES TO EAST 12TH STREET.  TURN LEFT ON EAST 12TH STREET AND GO
 GB1894'NORTHWESTERLY FOR 8.8 MILES TO STATE ROUTE 56.  TURN RIGHT ON STATE
 GB1894'ROUTE 56, AND GO NORTHEASTERLY FOR 0.8 MILE TO OLD STATE
 GB1894'ROUTE 56 ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE TO A PAVED ROAD ON
 GB1894'THE RIGHT, JUST AFTER PASSING JESSIES MARKET.  TURN RIGHT ON THE
 GB1894'PAVED ROAD AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GB1894'CONTINUE ON THE PAVED ROAD FOR ABOUT 100 FEET TO A GRAVELED ROAD ON
 GB1894'THE RIGHT, TURN RIGHT AND FOLLOW THE GRAVELED ROAD FOR 0.2 MILE TO
 GB1894'THE STATION ON THE LEFT.
 GB1894'
 GB1894'THE STATION IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB1894'GRAVELED ROAD AND 8.8 FEET NORTHEAST OF A METAL WITNESS POST AND
 GB1894'SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB1894'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED JEAN 1966.
 GB1894'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB1894'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1894'MONUMENT.
 GB1894'
 GB1894'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB1894'THE GRAVELED ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1894'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1894'MONUMENT AND THE DISK IS STAMPED JEAN RM-1 1966.
 GB1894'
 GB1894'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB1894'THE GRAVELED ROAD, 12 FEET NORTHEAST OF AN 8-INCH OAK TREE AND 9 FEET
 GB1894'NORTHEAST OF AN 8-INCH SOURWOOD TREE.  THE MARK IS A STANDARD
 GB1894'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1894'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JEAN RM-2
 GB1894'1966.
 GB1894'
 GB1894'THE AZIMUTH MARK IS 39 FEET EAST OF THE EAST CORNER OF A CONCRETE
 GB1894'PORCH, 39 FEET SOUTHWEST OF A POWERLINE TRANSFORMER POLE, 22 FEET
 GB1894'EAST OF A 14-INCH LOCUST TREE, 10 FEET NORTHWEST OF THE APPROXIMATE
 GB1894'CENTER OF THE PAVED ROAD AND 3.3 FEET SOUTH OF A METAL WITNESS POST
 GB1894'AND SIGN.
 GB1894'
 GB1894'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB1894'
 GB1894'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB1894
 GB1894                          STATION RECOVERY (1966)
 GB1894
 GB1894'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1894'9 MI NW FROM COOKEVILLE.
 GB1894'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1894'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1894'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1894'MILES TO EAST 12TH STREET, TURN LEFT ON EAST 12TH STREET AND GO
 GB1894'NORTHWESTERLY FOR 8.8 MILES TO STATE ROUTE 56.  TURN RIGHT ON
 GB1894'STATE ROUTE 56 AND GO NORTHEASTERLY FOR 0.8 MILE TO OLD STATE
 GB1894'ROUTE 56 ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE TO A PAVED ROAD
 GB1894'ON THE RIGHT, JUST AFTER PASSING JESSIES MARKET.  TURN RIGHT ON
 GB1894'THE PAVED ROAD AND GO 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT,
 GB1894'TURN RIGHT AND FOLLOW THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK
 GB1894'ON THE LEFT, 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB1894'GRAVELED ROAD AND 8.8 FEET NORTHEAST OF A METAL WITNESS POST AND
 GB1894'SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1894'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1892 ***********************************************************************
 GB1892  DESIGNATION -  JEAN AZ MK
 GB1892  PID         -  GB1892
 GB1892  STATE/COUNTY-  TN/JACKSON
 GB1892  USGS QUAD   -  DODSON BRANCH (1968)
 GB1892
 GB1892                         *CURRENT SURVEY CONTROL
 GB1892  ___________________________________________________________________
 GB1892* NAD 83(1986)-  36 15 56.     (N)    085 36 28.     (W)     SCALED    
 GB1892* NAVD 88     -       307.077  (meters)    1007.47   (feet)  ADJUSTED  
 GB1892  ___________________________________________________________________
 GB1892  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1892  DYNAMIC HT  -         306.804 (meters)    1006.57  (feet)  COMP
 GB1892  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GB1892
 GB1892  VERT ORDER  -  SECOND    CLASS 0
 GB1892
 GB1892.The horizontal coordinates were scaled from a topographic map and have
 GB1892.an estimated accuracy of +/- 6 seconds.
 GB1892
 GB1892.The orthometric height was determined by differential leveling
 GB1892.and adjusted by the National Geodetic Survey in June 1991..
 GB1892
 GB1892.The geoid height was determined by GEOID03.
 GB1892
 GB1892.The dynamic height is computed by dividing the NAVD 88
 GB1892.geopotential number by the normal gravity value computed on the
 GB1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1892.degrees latitude (g = 980.6199 gals.).
 GB1892
 GB1892.The modeled gravity was interpolated from observed gravity values.
 GB1892
 GB1892;                    North         East    Units  Estimated Accuracy
 GB1892;SPC TN       -   214,450.      635,240.      MT  (+/- 180 meters Scaled)
 GB1892
 GB1892                          SUPERSEDED SURVEY CONTROL
 GB1892
 GB1892  NGVD 29 (??/??/??)  307.21   (m)         1007.9    (f) RESET       3  
 GB1892
 GB1892.Superseded values are not recommended for survey control.
 GB1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1892.See file dsdata.txt to determine how the superseded data were derived.
 GB1892
 GB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF250143(NAD 83)
 GB1892_MARKER: DR = REFERENCE MARK DISK
 GB1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1892_STAMPING: JEAN AZI 1966
 GB1892_MARK LOGO: TNHD  
 GB1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1892+STABILITY: SURFACE MOTION
 GB1892
 GB1892  HISTORY     - Date     Condition        Report By
 GB1892  HISTORY     - 1966     MONUMENTED       TNHD
 GB1892
 GB1892                          STATION DESCRIPTION
 GB1892
 GB1892'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1892'9 MI NW FROM COOKEVILLE.
 GB1892'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1892'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1892'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1892'MILES TO EAST 12TH STREET, TURN LEFT ON EAST 12TH STREET AND GO
 GB1892'NORTHWESTERLY FOR 8.8 MILES TO STATE ROUTE 56.  TURN RIGHT ON
 GB1892'STATE ROUTE 56 AND GO NORTHEASTERLY FOR 0.8 MILE TO OLD STATE
 GB1892'ROUTE 56 ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE TO A PAVED ROAD
 GB1892'ON THE RIGHT, JUST AFTER PASSING JESSIES MARKET.  TURN RIGHT ON
 GB1892'THE PAVED ROAD AND GO 0.15 MILE TO A HOUSE AND THE MARK ON THE
 GB1892'LEFT, 39 FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 GB1892'22 FEET EAST OF A 14-INCH LOCUST TREE, 10 FEET NORTHWEST OF THE
 GB1892'APPROXIMATE CENTER OF THE PAVED ROAD AND 3.3 FEET SOUTH OF A METAL
 GB1892'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1892'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1895 ***********************************************************************
 GB1895  DESIGNATION -  JEAN RM 1
 GB1895  PID         -  GB1895
 GB1895  STATE/COUNTY-  TN/JACKSON
 GB1895  USGS QUAD   -  DODSON BRANCH (1968)
 GB1895
 GB1895                         *CURRENT SURVEY CONTROL
 GB1895  ___________________________________________________________________
 GB1895* NAD 83(1986)-  36 15 59.     (N)    085 36 18.     (W)     SCALED    
 GB1895* NAVD 88     -       309.562  (meters)    1015.62   (feet)  ADJUSTED  
 GB1895  ___________________________________________________________________
 GB1895  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1895  DYNAMIC HT  -         309.286 (meters)    1014.72  (feet)  COMP
 GB1895  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1895
 GB1895  VERT ORDER  -  SECOND    CLASS 0
 GB1895
 GB1895.The horizontal coordinates were scaled from a topographic map and have
 GB1895.an estimated accuracy of +/- 6 seconds.
 GB1895
 GB1895.The orthometric height was determined by differential leveling
 GB1895.and adjusted by the National Geodetic Survey in June 1991..
 GB1895
 GB1895.The geoid height was determined by GEOID03.
 GB1895
 GB1895.The dynamic height is computed by dividing the NAVD 88
 GB1895.geopotential number by the normal gravity value computed on the
 GB1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1895.degrees latitude (g = 980.6199 gals.).
 GB1895
 GB1895.The modeled gravity was interpolated from observed gravity values.
 GB1895
 GB1895;                    North         East    Units  Estimated Accuracy
 GB1895;SPC TN       -   214,550.      635,490.      MT  (+/- 180 meters Scaled)
 GB1895
 GB1895                          SUPERSEDED SURVEY CONTROL
 GB1895
 GB1895  NGVD 29 (??/??/92)  309.643  (m)         1015.89   (f) ADJ UNCH    2 0
 GB1895
 GB1895.Superseded values are not recommended for survey control.
 GB1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1895.See file dsdata.txt to determine how the superseded data were derived.
 GB1895
 GB1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF253143(NAD 83)
 GB1895_MARKER: DR = REFERENCE MARK DISK
 GB1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1895_STAMPING: JEAN RM-1 1966
 GB1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1895+STABILITY: SURFACE MOTION
 GB1895
 GB1895  HISTORY     - Date     Condition        Report By
 GB1895  HISTORY     - 1966     MONUMENTED       TNHD
 GB1895
 GB1895                          STATION DESCRIPTION
 GB1895
 GB1895'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1895'9 MI NW FROM COOKEVILLE.
 GB1895'AT THE JEAN 1966 STATION SITE, 36.97 FEET EAST OF THE STATION MARK
 GB1895'AND 14 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 GB1895'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1895'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1893 ***********************************************************************
 GB1893  DESIGNATION -  JEAN RM 2
 GB1893  PID         -  GB1893
 GB1893  STATE/COUNTY-  TN/JACKSON
 GB1893  USGS QUAD   -  DODSON BRANCH (1968)
 GB1893
 GB1893                         *CURRENT SURVEY CONTROL
 GB1893  ___________________________________________________________________
 GB1893* NAD 83(1986)-  36 15 59.     (N)    085 36 18.     (W)     SCALED    
 GB1893* NAVD 88     -       309.445  (meters)    1015.24   (feet)  ADJUSTED  
 GB1893  ___________________________________________________________________
 GB1893  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1893  DYNAMIC HT  -         309.170 (meters)    1014.34  (feet)  COMP
 GB1893  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1893
 GB1893  VERT ORDER  -  SECOND    CLASS 0
 GB1893
 GB1893.The horizontal coordinates were scaled from a topographic map and have
 GB1893.an estimated accuracy of +/- 6 seconds.
 GB1893
 GB1893.The orthometric height was determined by differential leveling
 GB1893.and adjusted by the National Geodetic Survey in June 1991..
 GB1893
 GB1893.The geoid height was determined by GEOID03.
 GB1893
 GB1893.The dynamic height is computed by dividing the NAVD 88
 GB1893.geopotential number by the normal gravity value computed on the
 GB1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1893.degrees latitude (g = 980.6199 gals.).
 GB1893
 GB1893.The modeled gravity was interpolated from observed gravity values.
 GB1893
 GB1893;                    North         East    Units  Estimated Accuracy
 GB1893;SPC TN       -   214,550.      635,490.      MT  (+/- 180 meters Scaled)
 GB1893
 GB1893                          SUPERSEDED SURVEY CONTROL
 GB1893
 GB1893  NGVD 29 (??/??/92)  309.527  (m)         1015.51   (f) ADJ UNCH    2 0
 GB1893
 GB1893.Superseded values are not recommended for survey control.
 GB1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1893.See file dsdata.txt to determine how the superseded data were derived.
 GB1893
 GB1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF253143(NAD 83)
 GB1893_MARKER: DR = REFERENCE MARK DISK
 GB1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1893_STAMPING: JEAN RM-2 1966
 GB1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1893+STABILITY: SURFACE MOTION
 GB1893
 GB1893  HISTORY     - Date     Condition        Report By
 GB1893  HISTORY     - 1966     MONUMENTED       TNHD
 GB1893
 GB1893                          STATION DESCRIPTION
 GB1893
 GB1893'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1893'9 MI NW FROM COOKEVILLE.
 GB1893'AT THE JEAN 1966 STATION SITE, 41.53 FEET SOUTHWEST OF THE STATION
 GB1893'MARK, 12 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB1893'ROAD, 12 FEET NORTHEAST OF AN 8-INCH OAK TREE AND 9 FEET NORTHEAST
 GB1893'OF AN 8-INCH, SOURWOOD TREE.  THE DISK IS SET IN THE TOP OF A
 GB1893'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1072 ***********************************************************************
 GA1072  DESIGNATION -  JEAROLD
 GA1072  PID         -  GA1072
 GA1072  STATE/COUNTY-  TN/GREENE
 GA1072  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1072
 GA1072                         *CURRENT SURVEY CONTROL
 GA1072  ___________________________________________________________________
 GA1072* NAD 83(1995)-  36 21 52.32783(N)    082 40 57.76720(W)     ADJUSTED  
 GA1072* NAVD 88     -       481.353  (meters)    1579.24   (feet)  ADJUSTED  
 GA1072  ___________________________________________________________________
 GA1072  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA1072  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1072  DYNAMIC HT  -         480.899 (meters)    1577.75  (feet)  COMP
 GA1072  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA1072
 GA1072  HORZ ORDER  -  SECOND
 GA1072  VERT ORDER  -  SECOND    CLASS 0
 GA1072
 GA1072.The horizontal coordinates were established by classical geodetic methods
 GA1072.and adjusted by the National Geodetic Survey in April 1999..
 GA1072
 GA1072.The orthometric height was determined by differential leveling
 GA1072.and adjusted by the National Geodetic Survey in June 1991..
 GA1072
 GA1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1072
 GA1072.The geoid height was determined by GEOID03.
 GA1072
 GA1072.The dynamic height is computed by dividing the NAVD 88
 GA1072.geopotential number by the normal gravity value computed on the
 GA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1072.degrees latitude (g = 980.6199 gals.).
 GA1072
 GA1072.The modeled gravity was interpolated from observed gravity values.
 GA1072
 GA1072;                    North         East     Units Scale Factor Converg.
 GA1072;SPC TN       -   230,408.998   897,656.609   MT  0.99999117   +1 56 31.5
 GA1072;SPC TN       -   755,933.52  2,945,061.72   sFT  0.99999117   +1 56 31.5
 GA1072;UTM  17      - 4,025,696.624   349,035.605   MT  0.99988080   -0 59 52.5
 GA1072
 GA1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1072!SPC TN       -   0.99992939  x   0.99999117  =   0.99992056
 GA1072!UTM  17      -   0.99992939  x   0.99988080  =   0.99981019
 GA1072
 GA1072|---------------------------------------------------------------------|
 GA1072| PID    Reference Object                     Distance      Geod. Az  |
 GA1072|                                                           dddmmss.s |
 GA1072| GA1073 JEAROLD RM 1                          5.529 METERS 08053     |
 GA1072| GA1071 JEAROLD RM 2                          6.258 METERS 26203     |
 GA1072| GA1070 JEAROLD AZ MK                                      2791611.6 |
 GA1072| GA3392 AIRWAY BEACON 23                    APPROX. 5.4 KM 3403051.9 |
 GA1072|---------------------------------------------------------------------|
 GA1072
 GA1072                          SUPERSEDED SURVEY CONTROL
 GA1072
 GA1072  NAD 83(1995)-  36 21 52.32989(N)    082 40 57.76993(W) AD(       ) 2
 GA1072  NAD 83(1995)-  36 21 52.33800(N)    082 40 57.78409(W) AD(       ) 2
 GA1072  NAD 83(1995)-  36 21 52.33258(N)    082 40 57.76965(W) AD(       ) 2
 GA1072  NAD 83(1986)-  36 21 52.33509(N)    082 40 57.77079(W) AD(       ) 2
 GA1072  NAD 27      -  36 21 51.97060(N)    082 40 58.20640(W) AD(       ) 2
 GA1072  NGVD 29 (??/??/92)  481.488  (m)         1579.68   (f) ADJ UNCH    2 0
 GA1072
 GA1072.Superseded values are not recommended for survey control.
 GA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1072.See file dsdata.txt to determine how the superseded data were derived.
 GA1072
 GA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4903625697(NAD 83)
 GA1072_MARKER: DE = TRAVERSE STATION DISK
 GA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1072_STAMPING: JEAROLD 1961
 GA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1072+STABILITY: SURFACE MOTION
 GA1072
 GA1072  HISTORY     - Date     Condition        Report By
 GA1072  HISTORY     - 1961     MONUMENTED       CGS
 GA1072  HISTORY     - 1961     GOOD             CGS
 GA1072
 GA1072                          STATION DESCRIPTION
 GA1072
 GA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1072'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF FALL BRANCH AND
 GA1072'ABOUT 1 MILE EAST OF
 GA1072'JEAROLDSTOWN.
 GA1072'
 GA1072'TO REACH THE STATION FROM THE POST OFFICE IN GREENEVILLE, GO NORTH ON
 GA1072'U.S.  HIGHWAY 11E FOR
 GA1072'0.5 MILE TO THE JUNCTION OF U.S.  HIGHWAY 11E AND
 GA1072'STATE HIGHWAY 93, CONTINUE NORTH
 GA1072'ON STATE HIGHWAY 93 FOR 16.7 MILES
 GA1072'TO THE BETHESDA SCHOOL ON THE RIGHT AND HAYES
 GA1072'BROTHERS GROCERY STORE
 GA1072'ON THE LEFT JUST BEFORE REACHING A SIDE ROAD ON THE LEFT, TURN
 GA1072'LEFT ON THE SIDE
 GA1072'ROAD AND GO 1.2 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 GA1072'AHEAD AND GO 0.3 MILE TO THE
 GA1072'STATION ON THE LEFT.
 GA1072'
 GA1072'THE STATION IS ABOUT 350 FEET SOUTH OF A GRAVELED ROAD, 18 FEET WEST
 GA1072'OF A TRIANGLE BLAZED
 GA1072'TREE, 10 FEET NORTHEAST OF A TRIANGLE BLAZED TREE,
 GA1072'AND 2.5 FEET NORTHEAST OF A
 GA1072'WITNESS POST.  IT IS A STANDARD TRAVERSE
 GA1072'DISK, FLUSH, AND IS STAMPED JEAROLD 1961.
 GA1072'
 GA1072'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A TRIANGLE BLAZED TREE.  IT
 GA1072'IS A STANDARD DISK,
 GA1072'FLUSH, AND IS STAMPED JEAROLD NO 1 1961.
 GA1072'
 GA1072'REFERENCE MARK NO. 2 IS A STANDARD DISK, FLUSH, AND IS STAMPED
 GA1072'JEAROLD NO 2 1961.
 GA1072'
 GA1072'THE AZIMUTH MARK IS 220 FEET NORTHEAST OF AN IRON GATE 90 FEET
 GA1072'SOUTHWEST OF THE
 GA1072'SOUTHWEST CORNER OF A BARN AND 19 FEET SOUTHEAST OF A 10-INCH
 GA1072'WALNUT TREE.  IT IS A
 GA1072'STANDARD DISK, FLUSH, AND IS STAMPED JEAROLD
 GA1072'1961.
 GA1072'
 GA1072'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON GRAVELED ROAD
 GA1072'FOR 0.5 MILE TO A T ROAD,
 GA1072'TURN LEFT AND GO 0.35 MILE TO THE AZIMUTH MARK ON
 GA1072'THE RIGHT.
 GA1072
 GA1072                          STATION RECOVERY (1961)
 GA1072
 GA1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1072'1.4 MI E FROM JEAROLDSTOWN.
 GA1072'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1072'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1072'FALL BRANCH), GO 0.85 MILE EAST ON THE GRAVELED ROAD TO A T
 GA1072'JUNCTION, THEN GO 0.3 MILE SOUTH ON A GRAVELED ROAD TO A SHARP
 GA1072'CURVE, CONTINUE STRAIGHT AHEAD, SOUTH, FOR ABOUT 0.2 MILE ACROSS
 GA1072'PASTURE AND UP THE SIDE OF A STEEP HILL TO THE EDGE OF SOME WOODS
 GA1072'AND THE STATION.  THE STATION MARK IS ABOUT 350 FT. SOUTH OF A
 GA1072'GRAVELED ROAD, 18 FT. WEST OF A TRIANGLE BLAZED TREE, 10 FT.
 GA1072'NORTHEAST OF A TRIANGLE BLAZED TREE, AND 2.5 FT. NORTHEAST OF A
 GA1072'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GA1072'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1070 ***********************************************************************
 GA1070  DESIGNATION -  JEAROLD AZ MK
 GA1070  PID         -  GA1070
 GA1070  STATE/COUNTY-  TN/GREENE
 GA1070  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1070
 GA1070                         *CURRENT SURVEY CONTROL
 GA1070  ___________________________________________________________________
 GA1070* NAD 83(1986)-  36 21 58.     (N)    082 41 40.     (W)     SCALED    
 GA1070* NAVD 88     -       456.707  (meters)    1498.38   (feet)  ADJUSTED  
 GA1070  ___________________________________________________________________
 GA1070  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1070  DYNAMIC HT  -         456.278 (meters)    1496.97  (feet)  COMP
 GA1070  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 GA1070
 GA1070  VERT ORDER  -  SECOND    CLASS 0
 GA1070
 GA1070.The horizontal coordinates were scaled from a topographic map and have
 GA1070.an estimated accuracy of +/- 6 seconds.
 GA1070
 GA1070.The orthometric height was determined by differential leveling
 GA1070.and adjusted by the National Geodetic Survey in June 1991..
 GA1070
 GA1070.The geoid height was determined by GEOID03.
 GA1070
 GA1070.The dynamic height is computed by dividing the NAVD 88
 GA1070.geopotential number by the normal gravity value computed on the
 GA1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1070.degrees latitude (g = 980.6199 gals.).
 GA1070
 GA1070.The modeled gravity was interpolated from observed gravity values.
 GA1070
 GA1070;                    North         East    Units  Estimated Accuracy
 GA1070;SPC TN       -   230,550.      896,600.      MT  (+/- 180 meters Scaled)
 GA1070
 GA1070                          SUPERSEDED SURVEY CONTROL
 GA1070
 GA1070  NGVD 29 (??/??/92)  456.844  (m)         1498.83   (f) ADJ UNCH    2 0
 GA1070
 GA1070.Superseded values are not recommended for survey control.
 GA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1070.See file dsdata.txt to determine how the superseded data were derived.
 GA1070
 GA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA479258(NAD 83)
 GA1070_MARKER: DR = REFERENCE MARK DISK
 GA1070_SETTING: 66 = SET IN ROCK OUTCROP
 GA1070_SP_SET: OUTCROPPING BEDROCK
 GA1070_STAMPING: JEAROLD 1961
 GA1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1070+STABILITY: POSITION/ELEVATION WELL
 GA1070
 GA1070  HISTORY     - Date     Condition        Report By
 GA1070  HISTORY     - 1961     MONUMENTED       CGS
 GA1070
 GA1070                          STATION DESCRIPTION
 GA1070
 GA1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1070'0.5 MI E FROM JEAROLDSTOWN.
 GA1070'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1070'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1070'FALL BRANCH), GO 0.5 MILE EAST ON THE GRAVELED ROAD TO A BARN
 GA1070'ON THE LEFT.  THE AZIMUTH MARK IS ABOUT 250 FT. NORTH OF THE
 GA1070'GRAVELED ROAD, 220 FT. NORTHEAST OF AN IRON GATE, 90 FT. SOUTHWEST
 GA1070'OF THE SOUTHWEST CORNER OF A BARN AND 19 FT. SOUTHEAST OF A 10-INCH
 GA1070'WALNUT TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA1070'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1073 ***********************************************************************
 GA1073  DESIGNATION -  JEAROLD RM 1
 GA1073  PID         -  GA1073
 GA1073  STATE/COUNTY-  TN/GREENE
 GA1073  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1073
 GA1073                         *CURRENT SURVEY CONTROL
 GA1073  ___________________________________________________________________
 GA1073* NAD 83(1986)-  36 21 51.     (N)    082 40 58.     (W)     SCALED    
 GA1073* NAVD 88     -       481.896  (meters)    1581.02   (feet)  ADJUSTED  
 GA1073  ___________________________________________________________________
 GA1073  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1073  DYNAMIC HT  -         481.442 (meters)    1579.53  (feet)  COMP
 GA1073  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA1073
 GA1073  VERT ORDER  -  SECOND    CLASS 0
 GA1073
 GA1073.The horizontal coordinates were scaled from a topographic map and have
 GA1073.an estimated accuracy of +/- 6 seconds.
 GA1073
 GA1073.The orthometric height was determined by differential leveling
 GA1073.and adjusted by the National Geodetic Survey in June 1991..
 GA1073
 GA1073.The geoid height was determined by GEOID03.
 GA1073
 GA1073.The dynamic height is computed by dividing the NAVD 88
 GA1073.geopotential number by the normal gravity value computed on the
 GA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1073.degrees latitude (g = 980.6199 gals.).
 GA1073
 GA1073.The modeled gravity was interpolated from observed gravity values.
 GA1073
 GA1073;                    North         East    Units  Estimated Accuracy
 GA1073;SPC TN       -   230,370.      897,650.      MT  (+/- 180 meters Scaled)
 GA1073
 GA1073                          SUPERSEDED SURVEY CONTROL
 GA1073
 GA1073  NGVD 29 (??/??/92)  482.031  (m)         1581.46   (f) ADJ UNCH    2 0
 GA1073
 GA1073.Superseded values are not recommended for survey control.
 GA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1073.See file dsdata.txt to determine how the superseded data were derived.
 GA1073
 GA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490256(NAD 83)
 GA1073_MARKER: DR = REFERENCE MARK DISK
 GA1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1073_STAMPING: JEAROLD NO 1 1961
 GA1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1073+STABILITY: SURFACE MOTION
 GA1073
 GA1073  HISTORY     - Date     Condition        Report By
 GA1073  HISTORY     - 1961     MONUMENTED       CGS
 GA1073
 GA1073                          STATION DESCRIPTION
 GA1073
 GA1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1073'1.4 MI E FROM JEAROLDSTOWN.
 GA1073'THIS MARK IS LOCATED AT THE JEAROLD 1961 STATION SITE, 18 FT.
 GA1073'EAST OF THE STATION MARK, AND 4 FT. NORTH OF A TRIANGLE BLAZED
 GA1073'TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA1073'GROUND.  NOTE-- SEE DESCRIPTION FOR STATION JEAROLD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1071 ***********************************************************************
 GA1071  DESIGNATION -  JEAROLD RM 2
 GA1071  PID         -  GA1071
 GA1071  STATE/COUNTY-  TN/GREENE
 GA1071  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1071
 GA1071                         *CURRENT SURVEY CONTROL
 GA1071  ___________________________________________________________________
 GA1071* NAD 83(1986)-  36 21 51.     (N)    082 40 58.     (W)     SCALED    
 GA1071* NAVD 88     -       480.996  (meters)    1578.07   (feet)  ADJUSTED  
 GA1071  ___________________________________________________________________
 GA1071  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1071  DYNAMIC HT  -         480.543 (meters)    1576.58  (feet)  COMP
 GA1071  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA1071
 GA1071  VERT ORDER  -  SECOND    CLASS 0
 GA1071
 GA1071.The horizontal coordinates were scaled from a topographic map and have
 GA1071.an estimated accuracy of +/- 6 seconds.
 GA1071
 GA1071.The orthometric height was determined by differential leveling
 GA1071.and adjusted by the National Geodetic Survey in June 1991..
 GA1071
 GA1071.The geoid height was determined by GEOID03.
 GA1071
 GA1071.The dynamic height is computed by dividing the NAVD 88
 GA1071.geopotential number by the normal gravity value computed on the
 GA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1071.degrees latitude (g = 980.6199 gals.).
 GA1071
 GA1071.The modeled gravity was interpolated from observed gravity values.
 GA1071
 GA1071;                    North         East    Units  Estimated Accuracy
 GA1071;SPC TN       -   230,370.      897,650.      MT  (+/- 180 meters Scaled)
 GA1071
 GA1071                          SUPERSEDED SURVEY CONTROL
 GA1071
 GA1071  NGVD 29 (??/??/92)  481.131  (m)         1578.51   (f) ADJ UNCH    2 0
 GA1071
 GA1071.Superseded values are not recommended for survey control.
 GA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1071.See file dsdata.txt to determine how the superseded data were derived.
 GA1071
 GA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490256(NAD 83)
 GA1071_MARKER: DR = REFERENCE MARK DISK
 GA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1071_STAMPING: JEAROLD NO 2 1961
 GA1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1071+STABILITY: SURFACE MOTION
 GA1071
 GA1071  HISTORY     - Date     Condition        Report By
 GA1071  HISTORY     - 1961     MONUMENTED       CGS
 GA1071
 GA1071                          STATION DESCRIPTION
 GA1071
 GA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1071'1.4 MI E FROM JEAROLDSTOWN.
 GA1071'THIS MARK IS LOCATED AT THE JEAROLD 1961 STATION SITE, 20.5 FT.
 GA1071'WEST OF THE STATION MARK, THE DISK IS SET IN TOP OF A CONCRETE
 GA1071'POST FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR STATION
 GA1071'JEAROLD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1792 ***********************************************************************
 FC1792  DESIGNATION -  JEB 2
 FC1792  PID         -  FC1792
 FC1792  STATE/COUNTY-  TN/POLK
 FC1792  USGS QUAD   -  PARKSVILLE (1974)
 FC1792
 FC1792                         *CURRENT SURVEY CONTROL
 FC1792  ___________________________________________________________________
 FC1792* NAD 83(1995)-  35 00 51.54155(N)    084 44 01.59432(W)     ADJUSTED  
 FC1792* NAVD 88     -       236.31   (+/-2cm)     775.3    (feet)  VERTCON   
 FC1792  ___________________________________________________________________
 FC1792  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 FC1792  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1792
 FC1792  HORZ ORDER  -  SECOND
 FC1792  VERT ORDER  -  THIRD ? (See Below)
 FC1792
 FC1792.The horizontal coordinates were established by classical geodetic methods
 FC1792.and adjusted by the National Geodetic Survey in April 1999..
 FC1792
 FC1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1792.The vertical order pertains to the NGVD 29 superseded value.
 FC1792
 FC1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1792
 FC1792.The geoid height was determined by GEOID03.
 FC1792
 FC1792;                    North         East     Units Scale Factor Converg.
 FC1792;SPC TN       -    76,304.221   715,573.664   MT  1.00004995   +0 44 28.7
 FC1792;SPC TN       -   250,341.43  2,347,677.93   sFT  1.00004995   +0 44 28.7
 FC1792;UTM  16      - 3,876,977.908   706,779.214   MT  1.00012700   +1 18 02.8
 FC1792
 FC1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1792!SPC TN       -   0.99996757  x   1.00004995  =   1.00001752
 FC1792!UTM  16      -   0.99996757  x   1.00012700  =   1.00009457
 FC1792
 FC1792                          SUPERSEDED SURVEY CONTROL
 FC1792
 FC1792  NAD 83(1995)-  35 00 51.54171(N)    084 44 01.59404(W) AD(       ) 2
 FC1792  NAD 83(1995)-  35 00 51.54416(N)    084 44 01.59988(W) AD(       ) 2
 FC1792  NAD 83(1995)-  35 00 51.54508(N)    084 44 01.59930(W) AD(       ) 2
 FC1792  NAD 83(1986)-  35 00 51.54520(N)    084 44 01.59942(W) AD(       ) 2
 FC1792  NAD 27      -  35 00 51.27294(N)    084 44 01.81904(W) AD(       ) 2
 FC1792  NGVD 29 (07/19/86)  236.33   (m)          775.4    (f) LEVELING    3  
 FC1792
 FC1792.Superseded values are not recommended for survey control.
 FC1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1792.See file dsdata.txt to determine how the superseded data were derived.
 FC1792
 FC1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0677976978(NAD 83)
 FC1792_MARKER: DD = SURVEY DISK
 FC1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1792_MARK LOGO: USGS  
 FC1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1792
 FC1792  HISTORY     - Date     Condition        Report By
 FC1792  HISTORY     - 1942     MONUMENTED       USGS
 FC1792  HISTORY     - 1978     GOOD             NGS
 FC1792
 FC1792                          STATION DESCRIPTION
 FC1792
 FC1792'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 FC1792'LOCATED 7.0 MI S. ALONG U. S. HGIHWAY 411 FROM OCOEE, TENN., AT
 FC1792'CROSSROAD, AND 2.0 MI N. OF CONASAUGA, TENN.  STATION IS APPROXIMATELY
 FC1792'100 FT W. OF WHITE HOUSE BELONGING TO J. S. HAWKINS, 24 FT S. OF
 FC1792'CENTERLINE OF COUNTY RD., 62 FT W. OF CENTERLINE OF HIGHWAY 411, ON
 FC1792'BANK OF WIDE DITCH, 60 FT N. OF 8-IN. PINE TREE, AND APPROXIMATELY
 FC1792'0.2 MI N. OF HWY. BRIDGE OVER CONASAUGA RIVER.  STANDARD DISK
 FC1792'STAMPED---JEB 2 1942---.
 FC1792
 FC1792                          STATION RECOVERY (1978)
 FC1792
 FC1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1792'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE GEORGIA
 FC1792'AND TENNESSEE BORDER, 3/4 MILE NORTH OF THE TOWN OF
 FC1792'CONASAUGA, 4 MILES SOUTH OF OLD FORT, JUST OFF U.S. HIGHWAY
 FC1792'411, AND ON HIGHWAY RIGHT-OF-WAY.
 FC1792'
 FC1792'TO REACH THE STATION FROM THE TENNESSEE AND GEORGIA STATE LINE
 FC1792'AT TENNGA, GEORGIA, GO NORTH ON U.S. HIGHWAY 411 FOR 1.6 MILES TO
 FC1792'A BRIDGE ACROSS THE CONASAUGA RIVER.  CONTINUE NORTH FOR 0.3
 FC1792'MILE TO A CROSSROADS AND THE STATION ON THE LEFT, AS DESCRIBED.
 FC1792'
 FC1792'THE STATION IS A STANDARD  TVA DISK
 FC1792'STAMPED---JEB 2 1942---,
 FC1792'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 5 CM ON A SIDE
 FC1792'FLUSH WITH GROUND.  IT IS LOCATED
 FC1792'62 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 411,
 FC1792'38.6 FEET WEST FROM A POWER POLE, AND
 FC1792'25 FEET SOUTH FROM THE CENTER OF A GRADED ROAD.
 FC1792'
 FC1792'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0663 ***********************************************************************
 GC0663  DESIGNATION -  JEFF
 GC0663  PID         -  GC0663
 GC0663  STATE/COUNTY-  TN/DAVIDSON
 GC0663  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0663
 GC0663                         *CURRENT SURVEY CONTROL
 GC0663  ___________________________________________________________________
 GC0663* NAD 83(1995)-  36 10 10.91309(N)    086 47 57.32970(W)     ADJUSTED  
 GC0663* NAVD 88     -       153.221  (meters)     502.69   (feet)  ADJUSTED  
 GC0663  ___________________________________________________________________
 GC0663  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GC0663  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0663  DYNAMIC HT  -         153.089 (meters)     502.26  (feet)  COMP
 GC0663  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0663
 GC0663  HORZ ORDER  -  SECOND
 GC0663  VERT ORDER  -  SECOND    CLASS 0
 GC0663
 GC0663.The horizontal coordinates were established by classical geodetic methods
 GC0663.and adjusted by the National Geodetic Survey in April 1999..
 GC0663
 GC0663.The orthometric height was determined by differential leveling
 GC0663.and adjusted by the National Geodetic Survey in June 1991..
 GC0663
 GC0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0663
 GC0663.The geoid height was determined by GEOID03.
 GC0663
 GC0663.The dynamic height is computed by dividing the NAVD 88
 GC0663.geopotential number by the normal gravity value computed on the
 GC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0663.degrees latitude (g = 980.6199 gals.).
 GC0663
 GC0663.The modeled gravity was interpolated from observed gravity values.
 GC0663
 GC0663;                    North         East     Units Scale Factor Converg.
 GC0663;SPC TN       -   204,038.074   528,093.916   MT  0.99996551   -0 28 04.5
 GC0663;SPC TN       -   669,414.91  1,732,588.12   sFT  0.99996551   -0 28 04.5
 GC0663;UTM  16      - 4,002,789.383   518,053.547   MT  0.99960402   +0 07 06.5
 GC0663
 GC0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0663!SPC TN       -   0.99998055  x   0.99996551  =   0.99994606
 GC0663!UTM  16      -   0.99998055  x   0.99960402  =   0.99958458
 GC0663
 GC0663:                Primary Azimuth Mark                     Grid Az
 GC0663:SPC TN       -  NASHVILLE NHA CHEATAM PL STK             024 22 40.0
 GC0663:UTM  16      -  NASHVILLE NHA CHEATAM PL STK             023 47 29.0
 GC0663
 GC0663|---------------------------------------------------------------------|
 GC0663| PID    Reference Object                     Distance      Geod. Az  |
 GC0663|                                                           dddmmss.s |
 GC0663| GC2268 NASHVILLE NHA CHEATAM PL STK        APPROX. 1.0 KM 0235435.5 |
 GC0663| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 1.4 KM 1073830.1 |
 GC0663| GC0602 JEFF RM 1                            26.320 METERS 13108     |
 GC0663| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 0.5 KM 2602242.2 |
 GC0663| GC0664 JEFF RM 2                            26.073 METERS 26242     |
 GC0663|---------------------------------------------------------------------|
 GC0663
 GC0663                          SUPERSEDED SURVEY CONTROL
 GC0663
 GC0663  NAD 83(1995)-  36 10 10.91511(N)    086 47 57.33161(W) AD(       ) 2
 GC0663  NAD 83(1995)-  36 10 10.91718(N)    086 47 57.33190(W) AD(       ) 2
 GC0663  NAD 83(1986)-  36 10 10.92327(N)    086 47 57.33283(W) AD(       ) 2
 GC0663  NAD 27      -  36 10 10.71810(N)    086 47 57.33580(W) AD(       ) 2
 GC0663  NGVD 29 (??/??/92)  153.246  (m)          502.77   (f) ADJ UNCH    2 0
 GC0663
 GC0663.Superseded values are not recommended for survey control.
 GC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0663.See file dsdata.txt to determine how the superseded data were derived.
 GC0663
 GC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1805402789(NAD 83)
 GC0663_MARKER: DS = TRIANGULATION STATION DISK
 GC0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0663_STAMPING: JEFF 1959
 GC0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0663+STABILITY: SURFACE MOTION
 GC0663
 GC0663  HISTORY     - Date     Condition        Report By
 GC0663  HISTORY     - 1959     MONUMENTED       CGS
 GC0663  HISTORY     - 1960     GOOD             NGS
 GC0663
 GC0663                          STATION DESCRIPTION
 GC0663
 GC0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0663'THE STATION IS LOCATED ON A VACANT LOT BETWEEN THE HILLCREST
 GC0663'APARTMENTS AND A HOME AT 1218 PHILLIPS STREET OWNED BY MR.  C.
 GC0663'WALKER.  THE LOT IS ALSO OWNED BY MR. WALKER.  IT IS ABOUT 1.0 MILE
 GC0663'NORTHWEST OF THE DOWNTOWN SECTION OF NASHVILLE AND 0.1 MILE
 GC0663'SOUTH-SOUTHWEST OF THE INTERSECTION OF 7TH. AVE. NORTH AND JEFFERSON
 GC0663'STREET.
 GC0663'
 GC0663'THE STATION MARK, A STANDARD DISK STAMPED JEFF 1959, IS SET IN THE
 GC0663'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 GC0663'IS 105 FEET NORTH OF PHILLIPS STREET, 76 FEET SOUTH OF A BOARD FENCE
 GC0663'PAINTED WHITE, AND 75 FEET EAST OF THE NORTHEAST CORNER OF MR.
 GC0663'WALKERS HOME.
 GC0663'
 GC0663'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED JEFF 1959 AND
 GC0663'IS SET ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0663'
 GC0663'REFERENCE MARK 1, A STANDARD DISK STAMPED JEFF NO 1 1959, IS SET IN A
 GC0663'DRILL HOLE IN A CONCRETE WALK.  IT IS 16 FEET NORTH OF THE
 GC0663'CENTER OF PHILLIPS STREET, 13 FEET WEST-SOUTHWEST OF THE WEST END OF
 GC0663'A STONE RETAINING WALL, 2 FEET SOUTH OF THE WALK, AND 2 FEET LOWER
 GC0663'THAN THE STATION.
 GC0663'
 GC0663'REFERENCE MARK 2, A STANDARD DISK STAMPED JEFF NO 2 1959, IS SET IN A
 GC0663'DRILL HOLE IN A CONCRETE DRIVEWAY.  IT IS 40 FEET NORTH OF THE
 GC0663'NORTHEAST CORNER OF MR. WALKERS HOME, 17 FEET SOUTH OF THE SOUTHWEST
 GC0663'CORNER OF A GARAGE, AND 1 FOOT EAST OF THE WEST EDGE OF THE
 GC0663'DRIVEWAY.
 GC0663'
 GC0663'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0663
 GC0663                          STATION RECOVERY (1960)
 GC0663
 GC0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0663'AT NASHVILLE.
 GC0663'THE STATION IS LOCATED ON A VACANT LOT BETWEEN THE HILLCREST
 GC0663'APARTMENTS AND A HOME AT 1218 PHILLIPS STREET OWNED BY MR. C.
 GC0663'WALKER, 105 FT. NORTH OF PHILLIPS STREET, 76 FT. SOUTH OF A BOARD
 GC0663'FENCE PAINTED WHITE, AND 75 FT. EAST OF THE CORNER OF MR.
 GC0663'WALKERS HOME, SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0663'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0602 ***********************************************************************
 GC0602  DESIGNATION -  JEFF RM 1
 GC0602  PID         -  GC0602
 GC0602  STATE/COUNTY-  TN/DAVIDSON
 GC0602  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0602
 GC0602                         *CURRENT SURVEY CONTROL
 GC0602  ___________________________________________________________________
 GC0602* NAD 83(1986)-  36 10 10.     (N)    086 47 57.     (W)     SCALED    
 GC0602* NAVD 88     -       152.327  (meters)     499.76   (feet)  ADJUSTED  
 GC0602  ___________________________________________________________________
 GC0602  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0602  DYNAMIC HT  -         152.196 (meters)     499.33  (feet)  COMP
 GC0602  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0602
 GC0602  VERT ORDER  -  SECOND    CLASS 0
 GC0602
 GC0602.The horizontal coordinates were scaled from a topographic map and have
 GC0602.an estimated accuracy of +/- 6 seconds.
 GC0602
 GC0602.The orthometric height was determined by differential leveling
 GC0602.and adjusted by the National Geodetic Survey in June 1991..
 GC0602
 GC0602.The geoid height was determined by GEOID03.
 GC0602
 GC0602.The dynamic height is computed by dividing the NAVD 88
 GC0602.geopotential number by the normal gravity value computed on the
 GC0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0602.degrees latitude (g = 980.6199 gals.).
 GC0602
 GC0602.The modeled gravity was interpolated from observed gravity values.
 GC0602
 GC0602;                    North         East    Units  Estimated Accuracy
 GC0602;SPC TN       -   204,010.      528,100.      MT  (+/- 180 meters Scaled)
 GC0602
 GC0602                          SUPERSEDED SURVEY CONTROL
 GC0602
 GC0602  NGVD 29 (??/??/92)  152.352  (m)          499.84   (f) ADJ UNCH    2 0
 GC0602
 GC0602.Superseded values are not recommended for survey control.
 GC0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0602.See file dsdata.txt to determine how the superseded data were derived.
 GC0602
 GC0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF180027(NAD 83)
 GC0602_MARKER: DR = REFERENCE MARK DISK
 GC0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0602_SP_SET: SIDEWALK
 GC0602_STAMPING: JEFF NO 1 1959
 GC0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0602
 GC0602  HISTORY     - Date     Condition        Report By
 GC0602  HISTORY     - 1959     MONUMENTED       CGS
 GC0602  HISTORY     - 1960     GOOD             NGS
 GC0602
 GC0602                          STATION DESCRIPTION
 GC0602
 GC0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0602'AT NASHVILLE.
 GC0602'THIS MARK IS LOCATED AT THE JEFF 1959 STATION SITE, 86.3 FT.
 GC0602'SOUTHEAST OF THE STATION MARK, 16 FT. NORTH OF THE CENTER OF PHILLIPS
 GC0602'STREET, 13 FT. WEST-SOUTHWEST OF THE WEST END OF A STONE RETAINING
 GC0602'WALL AND 2 FT. SOUTH OF THE NORTH EDGE OF THE SIDEWALK, DRILLED
 GC0602'IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0664 ***********************************************************************
 GC0664  DESIGNATION -  JEFF RM 2
 GC0664  PID         -  GC0664
 GC0664  STATE/COUNTY-  TN/DAVIDSON
 GC0664  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0664
 GC0664                         *CURRENT SURVEY CONTROL
 GC0664  ___________________________________________________________________
 GC0664* NAD 83(1986)-  36 10 10.     (N)    086 47 57.     (W)     SCALED    
 GC0664* NAVD 88     -       153.142  (meters)     502.43   (feet)  ADJUSTED  
 GC0664  ___________________________________________________________________
 GC0664  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0664  DYNAMIC HT  -         153.011 (meters)     502.00  (feet)  COMP
 GC0664  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0664
 GC0664  VERT ORDER  -  SECOND    CLASS 0
 GC0664
 GC0664.The horizontal coordinates were scaled from a topographic map and have
 GC0664.an estimated accuracy of +/- 6 seconds.
 GC0664
 GC0664.The orthometric height was determined by differential leveling
 GC0664.and adjusted by the National Geodetic Survey in June 1991..
 GC0664
 GC0664.The geoid height was determined by GEOID03.
 GC0664
 GC0664.The dynamic height is computed by dividing the NAVD 88
 GC0664.geopotential number by the normal gravity value computed on the
 GC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0664.degrees latitude (g = 980.6199 gals.).
 GC0664
 GC0664.The modeled gravity was interpolated from observed gravity values.
 GC0664
 GC0664;                    North         East    Units  Estimated Accuracy
 GC0664;SPC TN       -   204,010.      528,100.      MT  (+/- 180 meters Scaled)
 GC0664
 GC0664                          SUPERSEDED SURVEY CONTROL
 GC0664
 GC0664  NGVD 29 (??/??/92)  153.168  (m)          502.52   (f) ADJ UNCH    2 0
 GC0664
 GC0664.Superseded values are not recommended for survey control.
 GC0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0664.See file dsdata.txt to determine how the superseded data were derived.
 GC0664
 GC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF180027(NAD 83)
 GC0664_MARKER: DR = REFERENCE MARK DISK
 GC0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0664_SP_SET: SIDEWALK
 GC0664_STAMPING: JEFF NO 2 1959
 GC0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0664
 GC0664  HISTORY     - Date     Condition        Report By
 GC0664  HISTORY     - 1959     MONUMENTED       CGS
 GC0664  HISTORY     - 1960     GOOD             NGS
 GC0664
 GC0664                          STATION DESCRIPTION
 GC0664
 GC0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0664'AT NASHVILLE.
 GC0664'THIS MARK IS LOCATED AT THE JEFF 1959 STATION SITE, 85.5 FT.
 GC0664'WEST OF THE STATION MARK, 40 FT. NORTH OF THE NORTHEAST CORNER
 GC0664'OF MR. WALKERS HOME, 17 FT. SOUTH OF THE SOUTHWEST CORNER OF
 GC0664'A GARAGE, AND 1 FT. EAST OF THE WEST EDGE OF THE DRIVEWAY,
 GC0664'DRILLED IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0137 ***********************************************************************
 GB0137  DESIGNATION -  JELL
 GB0137  PID         -  GB0137
 GB0137  STATE/COUNTY-  TN/CAMPBELL
 GB0137  USGS QUAD   -  JELLICO EAST (1982)
 GB0137
 GB0137                         *CURRENT SURVEY CONTROL
 GB0137  ___________________________________________________________________
 GB0137* NAD 83(1995)-  36 34 49.77863(N)    084 06 48.84302(W)     ADJUSTED  
 GB0137* NAVD 88     -       320.960  (meters)    1053.02   (feet)  ADJUSTED  
 GB0137  ___________________________________________________________________
 GB0137  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GB0137  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0137  DYNAMIC HT  -         320.682 (meters)    1052.10  (feet)  COMP
 GB0137  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB0137
 GB0137  HORZ ORDER  -  SECOND
 GB0137  VERT ORDER  -  SECOND    CLASS 0
 GB0137
 GB0137.The horizontal coordinates were established by classical geodetic methods
 GB0137.and adjusted by the National Geodetic Survey in April 1999..
 GB0137
 GB0137.The orthometric height was determined by differential leveling
 GB0137.and adjusted by the National Geodetic Survey in June 1991..
 GB0137
 GB0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0137
 GB0137.The geoid height was determined by GEOID03.
 GB0137
 GB0137.The dynamic height is computed by dividing the NAVD 88
 GB0137.geopotential number by the normal gravity value computed on the
 GB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0137.degrees latitude (g = 980.6199 gals.).
 GB0137
 GB0137.The modeled gravity was interpolated from observed gravity values.
 GB0137
 GB0137;                    North         East     Units Scale Factor Converg.
 GB0137;SPC TN       -   250,955.754   768,827.608   MT  1.00003316   +1 06 15.8
 GB0137;SPC TN       -   823,344.00  2,522,395.24   sFT  1.00003316   +1 06 15.8
 GB0137;SPC KY1Z     - 1,028,716.820 1,646,473.557   MT  1.00015820   +1 00 16.9
 GB0137;SPC KY1Z     - 3,375,048.43  5,401,805.33   sFT  1.00015820   +1 00 16.9
 GB0137;SPC KY S     -   528,696.944   646,455.148   MT  1.00003126   +0 59 32.8
 GB0137;SPC KY S     - 1,734,566.56  2,120,911.60   sFT  1.00003126   +0 59 32.8
 GB0137;UTM  16      - 4,052,215.574   758,259.332   MT  1.00042182   +1 43 16.0
 GB0137
 GB0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0137!SPC TN       -   0.99995433  x   1.00003316  =   0.99998749
 GB0137!SPC KY1Z     -   0.99995433  x   1.00015820  =   1.00011252
 GB0137!SPC KY S     -   0.99995433  x   1.00003126  =   0.99998559
 GB0137!UTM  16      -   0.99995433  x   1.00042182  =   1.00037613
 GB0137
 GB0137|---------------------------------------------------------------------|
 GB0137| PID    Reference Object                     Distance      Geod. Az  |
 GB0137|                                                           dddmmss.s |
 GB0137| DB9488 JELL RM 3                            17.948 METERS 03105     |
 GB0137| GB2489 HIGH                                APPROX. 1.5 KM 1244759.6 |
 GB0137| DB9489 JELL RM 4                            12.585 METERS 13328     |
 GB0137| GB0139 JELL RM 1                            17.254 METERS 14522     |
 GB0137| GB0138 JELL RM 2                             9.116 METERS 21652     |
 GB0137|---------------------------------------------------------------------|
 GB0137
 GB0137                          SUPERSEDED SURVEY CONTROL
 GB0137
 GB0137  NAD 83(1995)-  36 34 49.77860(N)    084 06 48.84325(W) AD(       ) 2
 GB0137  NAD 83(1995)-  36 34 49.79001(N)    084 06 48.84578(W) AD(       ) 2
 GB0137  NAD 83(1986)-  36 34 49.79054(N)    084 06 48.84503(W) AD(       ) 2
 GB0137  NAD 27      -  36 34 49.48830(N)    084 06 49.08160(W) AD(       ) 2
 GB0137  NGVD 29 (??/??/92)  321.104  (m)         1053.49   (f) ADJ UNCH    2 0
 GB0137
 GB0137.Superseded values are not recommended for survey control.
 GB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0137.See file dsdata.txt to determine how the superseded data were derived.
 GB0137
 GB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5825952216(NAD 83)
 GB0137_MARKER: DE = TRAVERSE STATION DISK
 GB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0137_STAMPING: JELL 1961
 GB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0137+STABILITY: SURFACE MOTION
 GB0137
 GB0137  HISTORY     - Date     Condition        Report By
 GB0137  HISTORY     - 1961     MONUMENTED       CGS
 GB0137  HISTORY     - 1961     GOOD             CGS
 GB0137  HISTORY     - 1964     GOOD             TNHD
 GB0137  HISTORY     - 20051127 GOOD             USPSQD
 GB0137
 GB0137                          STATION DESCRIPTION
 GB0137
 GB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0137'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEASTERLY OF THE BUSINESS
 GB0137'DISTRICT OF JELLICO AND AT
 GB0137'THE CROUCHES CREEK BAPTIST CHURCH.
 GB0137'
 GB0137'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST, ON
 GB0137'MAIN STREET AND U.S.
 GB0137'HIGHWAY 25W FOR 0.15 MILE TO A TRAFFIC LIGHT.  TURN LEFT
 GB0137'AND FOLLOW U.S.  HIGHWAY 25W
 GB0137'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE
 GB0137'ROAD ON THE RIGHT AT THE CROUCHES CREEK BAPTIST
 GB0137'CHURCH AND THE
 GB0137'STATION ON THE RIGHT AS DESCRIBED.
 GB0137'
 GB0137'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED JELL 1961, SET
 GB0137'IN A CONCRETE MONUMENT
 GB0137'WHICH PROJECTS 5 INCHES.  IT IS 73 FEET NORTHWEST
 GB0137'OF THE NORTHEAST CORNER OF THE
 GB0137'CROUCHES CREEK BAPTIST CHURCH, 53 FEET
 GB0137'SOUTHWEST OF THE CENTER OF U.S.  HIGHWAY 25W, 3.3
 GB0137'FEET SOUTHWEST OF A
 GB0137'POWER LINE POLE, AND 3.1 FEET NORTHEAST OF A WITNESS SIGN.
 GB0137'
 GB0137'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JELL NO 1 1961,
 GB0137'CEMENTED IN A DRILL HOLE IN
 GB0137'A CONCRETE STEP, AND SET FLUSH WITH THE STEP.  IT IS 34
 GB0137'FEET SOUTHEAST OF THE CENTER OF
 GB0137'A HARD SURFACE ROAD, 27 FEET WEST OF
 GB0137'THE NORTHEAST CORNER OF THE CHURCH, 24 FEET NORTH
 GB0137'OF THE NORTHWEST
 GB0137'CORNER OF THE CHURCH, AND SET IN THE SECOND STEP OF THE CHURCH
 GB0137'ENTRANCE.
 GB0137'
 GB0137'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JELL NO 2 1961, SET
 GB0137'IN A CONCRETE MONUMENT
 GB0137'WHICH PROJECTS 5 INCHES.  IT IS 70.8 FEET NORTHWEST
 GB0137'OF THE NORTHWEST CORNER OF THE
 GB0137'CHURCH, 26.8 FEET SOUTHWEST OF A
 GB0137'WITNESS SIGN, AND 21 FEET NORTHWEST OF THE CENTER
 GB0137'OF A HARD SURFACE ROAD.
 GB0137'
 GB0137'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GB0137'55.0 FEET.
 GB0137'
 GB0137'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GB0137'STATION HIGH WILL SERVE
 GB0137'AS THE AZIMUTH MARK.
 GB0137'
 GB0137'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GB0137
 GB0137                          STATION RECOVERY (1961)
 GB0137
 GB0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0137'1 MI E FROM JELLICO.
 GB0137'FROM THE POST OFFICE IN JELLICO, GO 0.15 MILE EAST ON MAIN
 GB0137'STREET AND U.S. HIGHWAY 25W, THEN GO NORTHEASTERLY ON U.S.
 GB0137'HIGHWAY 25W FOR 0.9 MILE TO THE CROUCHES CREEK BAPTIST CHURCH.
 GB0137'THE STATION MARK IS 73 FT. NORTHWEST OF THE NORTHEAST CORNER OF
 GB0137'THE CHURCH, 53 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 25W,
 GB0137'3.3 FT. SOUTHWEST OF A POWER LINE POLE, AND 3.1 FT. NORTHEAST
 GB0137'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB0137'PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH A GRAVELED ROAD.
 GB0137
 GB0137                          STATION RECOVERY (1964)
 GB0137
 GB0137'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0137'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 GB0137'REFERENCE MARK NO.  2 WAS DESTROYED BY CONSTRUCTION OF A SERVICE
 GB0137'STATION.  THE
 GB0137'CROUCHES CREEK BAPTIST CHURCH MENTIONED IN THE ORIGINAL
 GB0137'DESCRIPTION WAS RELOCATED AND
 GB0137'REFERENCE MARK NO.  1 WOULD ALSO BE
 GB0137'DESTROYED.  TWO NEW REFERENCE MARKS, NO.  3 AND
 GB0137'NO.  4, WERE
 GB0137'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 GB0137'
 GB0137'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE BUSINESS
 GB0137'DISTRICT OF JELLICO
 GB0137'AND ABOUT 0.2 MILE NORTHWEST OF THE INTERSTATE HIGHWAY 75 OVERPASS.
 GB0137'
 GB0137'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST, ON
 GB0137'U.S. HIGHWAY 25W (MAIN
 GB0137'STREET), FOR 0.15 MILE TO AN INTERSECTION.  TURN LEFT AND
 GB0137'FOLLOW U.S.  HIGHWAY 25W
 GB0137'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE ROAD ON
 GB0137'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GB0137'
 GB0137'THE STATION MARK IS 103 FEET EAST OF THE NORTHEAST CORNER OF THE
 GB0137'SERVICE STATION, 40
 GB0137'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 GB0137'BOUND LANE OF U.S.  HIGHWAY
 GB0137'25W, 21 FEET NORTHWEST OF THE APPROXIMATE
 GB0137'CENTER OF A PAVED ROAD 13 FEET NORTH OF A STOP
 GB0137'SIGN, 4 FEET SOUTHWEST
 GB0137'OF A FIRE HYDRANT AND 4 FEET SOUTHWEST OF A POWER POLE WITH A
 GB0137'WITNESS SIGN
 GB0137'ATTACHED.  IT IS A STANDARD DISK, STAMPED JELL 1961, SET IN A
 GB0137'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0137'
 GB0137'REFERENCE MARK NO. 3 IS 38 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0137'OF A CROSS OVER LANE, 36
 GB0137'FEET SOUTHEAST OF A HIGHWAY SIGN (TWO WAY TRAFFIC
 GB0137'AHEAD), 18 FEET NORTHEAST OF THE
 GB0137'APPROXIMATE CENTER OF THE SOUTHEAST
 GB0137'BOUND LANE OF U.S.  HIGHWAY 25W AND 2 FEET
 GB0137'NORTHEAST OF A CURB.  IT
 GB0137'IS A STANDARD DISK, STAMPED JELL NO 3 1961, SET IN A SQUARE,
 GB0137'FLUSH, CONCRETE MONUMENT.
 GB0137'
 GB0137'REFERENCE MARK NO. 4 IS ABOUT 250 FEET NORTH OF THE NORTHWEST CORNER
 GB0137'OF THE CROUCHES CREEK
 GB0137'BAPTIST CHURCH, 24 FEET SOUTHWEST OF THE APPROXIMATE
 GB0137'CENTER OF A PAVED ROAD, 21 FEET
 GB0137'SOUTHWEST OF THE APPROXIMATE CENTER
 GB0137'OF THE SOUTHEAST BOUND LANE OF U.S.  HIGHWAY 25W
 GB0137'AND IT IS SET UNDER
 GB0137'A SIGN WHICH READS WELCOME TO CROUCHES CREEK BAPTIST CHURCH.  IT IS
 GB0137'A STANDARD DISK,
 GB0137'STAMPED JELLO NO 4 1961, SET IN A SQUARE, FLUSH,
 GB0137'CONCRETE MONUMENT.
 GB0137'
 GB0137'THE TRAVERSE GROUND STATION HIGH 1961 WILL SERVE AS THE AZIMUTH MARK.
 GB0137
 GB0137                          STATION RECOVERY (2005)
 GB0137
 GB0137'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 GB0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0139 ***********************************************************************
 GB0139  DESIGNATION -  JELL RM 1
 GB0139  PID         -  GB0139
 GB0139  STATE/COUNTY-  TN/CAMPBELL
 GB0139  USGS QUAD   -  JELLICO EAST (1982)
 GB0139
 GB0139                         *CURRENT SURVEY CONTROL
 GB0139  ___________________________________________________________________
 GB0139* NAD 83(1986)-  36 34 49.     (N)    084 06 49.     (W)     SCALED    
 GB0139* NAVD 88     -       320.984  (meters)    1053.10   (feet)  ADJUSTED  
 GB0139  ___________________________________________________________________
 GB0139  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0139  DYNAMIC HT  -         320.706 (meters)    1052.18  (feet)  COMP
 GB0139  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB0139
 GB0139  VERT ORDER  -  SECOND    CLASS 0
 GB0139
 GB0139.The horizontal coordinates were scaled from a topographic map and have
 GB0139.an estimated accuracy of +/- 6 seconds.
 GB0139
 GB0139.The orthometric height was determined by differential leveling
 GB0139.and adjusted by the National Geodetic Survey in June 1991..
 GB0139
 GB0139.The geoid height was determined by GEOID03.
 GB0139
 GB0139.The dynamic height is computed by dividing the NAVD 88
 GB0139.geopotential number by the normal gravity value computed on the
 GB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0139.degrees latitude (g = 980.6199 gals.).
 GB0139
 GB0139.The modeled gravity was interpolated from observed gravity values.
 GB0139
 GB0139;                    North         East    Units  Estimated Accuracy
 GB0139;SPC TN       -   250,930.      768,820.      MT  (+/- 180 meters Scaled)
 GB0139
 GB0139                          SUPERSEDED SURVEY CONTROL
 GB0139
 GB0139  NGVD 29 (??/??/92)  321.129  (m)         1053.57   (f) ADJ UNCH    2 0
 GB0139
 GB0139.Superseded values are not recommended for survey control.
 GB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0139.See file dsdata.txt to determine how the superseded data were derived.
 GB0139
 GB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582521(NAD 83)
 GB0139_MARKER: DR = REFERENCE MARK DISK
 GB0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0139_SP_SET: STEP
 GB0139_STAMPING: JELL NO 1 1961
 GB0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0139
 GB0139  HISTORY     - Date     Condition        Report By
 GB0139  HISTORY     - 1961     MONUMENTED       CGS
 GB0139
 GB0139                          STATION DESCRIPTION
 GB0139
 GB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0139'1 MI E FROM JELLICO.
 GB0139'FROM THE POST OFFICE IN JELLICO, GO 0.15 MILE EAST ON MAIN
 GB0139'STREET AND U.S. HIGHWAY 25W, THEN GO SOUTHEASTERLY ON U.S.
 GB0139'HIGHWAY 25W FOR 0.9 MILE TO THE CROUCHES CREEK BAPTIST CHURCH
 GB0139'AND A T JUNCTION.  THE REFERENCE MARK IS 34 FT. SOUTHEAST OF
 GB0139'THE CENTER OF A HARD SURFACE ROAD, 27 FT. WEST OF THE NORTHEAST
 GB0139'CORNER OF THE CHURCH, AND 24 FT. NORTH OF THE NORTHWEST CORNER
 GB0139'OF THE CHURCH.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP
 GB0139'OF THE SECOND STEP OF THE CHURCH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0138 ***********************************************************************
 GB0138  DESIGNATION -  JELL RM 2
 GB0138  PID         -  GB0138
 GB0138  STATE/COUNTY-  TN/CAMPBELL
 GB0138  USGS QUAD   -  JELLICO EAST (1982)
 GB0138
 GB0138                         *CURRENT SURVEY CONTROL
 GB0138  ___________________________________________________________________
 GB0138* NAD 83(1986)-  36 34 49.     (N)    084 06 49.     (W)     SCALED    
 GB0138* NAVD 88     -       320.787  (meters)    1052.45   (feet)  ADJUSTED  
 GB0138  ___________________________________________________________________
 GB0138  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0138  DYNAMIC HT  -         320.509 (meters)    1051.54  (feet)  COMP
 GB0138  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB0138
 GB0138  VERT ORDER  -  SECOND    CLASS 0
 GB0138
 GB0138.The horizontal coordinates were scaled from a topographic map and have
 GB0138.an estimated accuracy of +/- 6 seconds.
 GB0138
 GB0138.The orthometric height was determined by differential leveling
 GB0138.and adjusted by the National Geodetic Survey in June 1991..
 GB0138
 GB0138.The geoid height was determined by GEOID03.
 GB0138
 GB0138.The dynamic height is computed by dividing the NAVD 88
 GB0138.geopotential number by the normal gravity value computed on the
 GB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0138.degrees latitude (g = 980.6199 gals.).
 GB0138
 GB0138.The modeled gravity was interpolated from observed gravity values.
 GB0138
 GB0138;                    North         East    Units  Estimated Accuracy
 GB0138;SPC TN       -   250,930.      768,820.      MT  (+/- 180 meters Scaled)
 GB0138
 GB0138                          SUPERSEDED SURVEY CONTROL
 GB0138
 GB0138  NGVD 29 (??/??/92)  320.932  (m)         1052.92   (f) ADJ UNCH    2 0
 GB0138
 GB0138.Superseded values are not recommended for survey control.
 GB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0138.See file dsdata.txt to determine how the superseded data were derived.
 GB0138
 GB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582521(NAD 83)
 GB0138_MARKER: DR = REFERENCE MARK DISK
 GB0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0138_STAMPING: JELL NO 2 1961
 GB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0138+STABILITY: SURFACE MOTION
 GB0138
 GB0138  HISTORY     - Date     Condition        Report By
 GB0138  HISTORY     - 1961     MONUMENTED       CGS
 GB0138
 GB0138                          STATION DESCRIPTION
 GB0138
 GB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0138'1 MI E FROM JELLICO.
 GB0138'FROM THE POST OFFICE IN JELLICO, GO 0.15 MILE EAST ON MAIN
 GB0138'STREET AND U.S. HIGHWAY 25W, THEN 0.9 MILE SOUTHEASTERLY ON
 GB0138'U.S. HIGHWAY 25W TO THE CROUCHES CREEK BAPTIST CHURCH AND A
 GB0138'T JUNCTION.  THE REFERENCE MARK IS 71 FT. NORTHWEST OF THE
 GB0138'NORTHWEST CORNER OF THE CHURCH, 26.8 FT. SOUTHWEST OF A WITNESS
 GB0138'SIGN, AND 21 FT. NORTHWEST OF THE CENTER OF A HARD SURFACE ROAD.
 GB0138'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND
 GB0138'IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2491 ***********************************************************************
 GB2491  DESIGNATION -  JELLICO
 GB2491  PID         -  GB2491
 GB2491  STATE/COUNTY-  TN/CAMPBELL
 GB2491  USGS QUAD   -  JELLICO EAST (1982)
 GB2491
 GB2491                         *CURRENT SURVEY CONTROL
 GB2491  ___________________________________________________________________
 GB2491* NAD 83(1995)-  36 35 06.57275(N)    084 05 56.76080(W)     ADJUSTED  
 GB2491* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 GB2491  ___________________________________________________________________
 GB2491  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GB2491  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB2491
 GB2491  HORZ ORDER  -  SECOND
 GB2491
 GB2491.The horizontal coordinates were established by classical geodetic methods
 GB2491.and adjusted by the National Geodetic Survey in April 1999..
 GB2491
 GB2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2491
 GB2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2491
 GB2491.The geoid height was determined by GEOID03.
 GB2491
 GB2491;                    North         East     Units Scale Factor Converg.
 GB2491;SPC TN       -   251,498.405   770,112.151   MT  1.00003423   +1 06 46.3
 GB2491;SPC TN       -   825,124.35  2,526,609.62   sFT  1.00003423   +1 06 46.3
 GB2491;SPC KY1Z     - 1,029,257.306 1,647,759.199   MT  1.00015639   +1 00 48.9
 GB2491;SPC KY1Z     - 3,376,821.68  5,406,023.31   sFT  1.00015639   +1 00 48.9
 GB2491;SPC KY S     -   529,237.085   647,740.744   MT  1.00003020   +1 00 04.4
 GB2491;SPC KY S     - 1,736,338.67  2,125,129.42   sFT  1.00003020   +1 00 04.4
 GB2491;UTM  16      - 4,052,772.242   759,538.460   MT  1.00042998   +1 43 47.8
 GB2491
 GB2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2491!SPC TN       -   0.99995797  x   1.00003423  =   0.99999220
 GB2491!SPC KY1Z     -   0.99995797  x   1.00015639  =   1.00011436
 GB2491!SPC KY S     -   0.99995797  x   1.00003020  =   0.99998817
 GB2491!UTM  16      -   0.99995797  x   1.00042998  =   1.00038794
 GB2491
 GB2491|---------------------------------------------------------------------|
 GB2491| PID    Reference Object                     Distance      Geod. Az  |
 GB2491|                                                           dddmmss.s |
 GB2491| DB9490 JELLICO RM 1                          7.925 METERS 06344     |
 GB2491| GB2492 JELLICO AZ MK                       393.978 METERS 06857     |
 GB2491| DB9491 JELLICO RM 2                         18.472 METERS 18302     |
 GB2491| DB9492 JELLICO RM 3                          4.658 METERS 21550     |
 GB2491| GB0462 I75 T 29 AZ MK                      APPROX. 1.7 KM 3384704.3 |
 GB2491|---------------------------------------------------------------------|
 GB2491
 GB2491                          SUPERSEDED SURVEY CONTROL
 GB2491
 GB2491  NAD 83(1995)-  36 35 06.57265(N)    084 05 56.76085(W) AD(       ) 2
 GB2491  NAD 83(1995)-  36 35 06.58490(N)    084 05 56.76344(W) AD(       ) 2
 GB2491  NAD 83(1986)-  36 35 06.58574(N)    084 05 56.76352(W) AD(       ) 2
 GB2491  NAD 27      -  36 35 06.28300(N)    084 05 56.99900(W) AD(       ) 2
 GB2491  NGVD 29 (07/19/86)  297.9    (m)          977.     (f) VERT ANG       
 GB2491
 GB2491.Superseded values are not recommended for survey control.
 GB2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2491.See file dsdata.txt to determine how the superseded data were derived.
 GB2491
 GB2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5953852772(NAD 83)
 GB2491_MARKER: DS = TRIANGULATION STATION DISK
 GB2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2491
 GB2491  HISTORY     - Date     Condition        Report By
 GB2491  HISTORY     - 1950     MONUMENTED       CGS
 GB2491  HISTORY     - 1968     GOOD             CGS
 GB2491  HISTORY     - 1976     GOOD             NGS
 GB2491
 GB2491                          STATION DESCRIPTION
 GB2491
 GB2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2491'STATION IS LOCATED ABOUT 2 MILES EAST OF JELLICO ALONG THE
 GB2491'RIGHT-OF-WAY OF U. S .
 GB2491'HIGHWAY 25W.  IT IS 27 FEET NORTH OF CENTER OF HIGHWAY, 5 FEET
 GB2491'SOUTHWEST OF A WHITE
 GB2491'WITNESS POST AND 3 FEET SOUTH OF A FENCE LINE.
 GB2491'THE MARK IS FLUSH WITH THE GROUND AND
 GB2491'THE DISK IS STAMPED JELLICO 1950.
 GB2491'
 GB2491'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF CENTER OF HIGHWAY AND 1 FOOT
 GB2491'SOUTH OF A FENCE LINE.  THE
 GB2491'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2491'STAMPED JELLICO NO 1 1950.
 GB2491'
 GB2491'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF CENTER OF HIGHWAY AND 1 FOOT
 GB2491'NORTH OF A FENCE LINE.  THE
 GB2491'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2491'STAMPED JELLICO NO 2 1950.
 GB2491'
 GB2491'AZIMUTH MARK IS 27 FEET SOUTH OF CENTER OF HIGHWAY 25W, 5 FEET EAST
 GB2491'OF A WHITE WITNESS POST AND
 GB2491'2 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH
 GB2491'WITH THE GROUND AND THE DISK IS
 GB2491'STAMPED JELLICO 1950.
 GB2491'
 GB2491'TO REACH STATION FROM THE MAIN INTERSECTION IN JELLICO, GO EAST ON U.
 GB2491'S.  HIGHWAY 25W FOR
 GB2491'1.9 MILES TO THE STATION ON LEFT AS DESCRIBED.
 GB2491'
 GB2491'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON HIGHWAY FOR 0.25 MILE
 GB2491'TO THE MARK ON RIGHT AS DESCRIBED.
 GB2491'
 GB2491'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB2491
 GB2491                          STATION RECOVERY (1968)
 GB2491
 GB2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LW)
 GB2491'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE ALL FOUND AS
 GB2491'DESCRIBED AND IN GOOD
 GB2491'CONDITION.  REFERENCE MARK NO.  2 COULD NOT BE FOUND.  IT
 GB2491'COULD HAVE POSSIBLY BEEN
 GB2491'DESTROYED BY CULTIVATION.
 GB2491'
 GB2491'THE OLD TO REACH IS ADEQUATE FOR STATION AND AZIMUTH MARK.  OLD
 GB2491'DESCRIPTION FOR AZIMUTH MARK IS ADEQUATE.
 GB2491'
 GB2491'NEW LOCAL DESCRIPTION FOR STATION AND REFERENCE MARK NO. 1 IS AS
 GB2491'FOLLOWS.
 GB2491'
 GB2491'STATION IS 31 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 27 FEET
 GB2491'NORTH OF THE CENTER OF U.
 GB2491'S.  HIGHWAY 25-W AND 10 FEET SOUTH OF T.  V.  ANTENNA.
 GB2491'
 GB2491'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF HIGHWAY 25-W
 GB2491'AND 58 FEET EAST OF THE
 GB2491'SOUTHWEST CORNER OF HOUSE.
 GB2491'
 GB2491'STATION IS ABOUT 0.6 MILE EAST OF THE INTERSTATE ROUTE 75 AND U. S.
 GB2491'HIGHWAY 25-W INTERCHANGE.
 GB2491'
 GB2491'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GB2491
 GB2491                          STATION RECOVERY (1976)
 GB2491
 GB2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB2491'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 GB2491'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE
 GB2491'BEEN DESTROYED.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 GB2491'OBSTRUCTED BY PARKED TRUCKS AND COULD NOT BE TAKEN.  THE DISTANCE TO
 GB2491'REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 GB2491'DESCRIPTION FOLLOWS--
 GB2491'
 GB2491'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, 33 FEET SOUTHEAST OF THE
 GB2491'SOUTHEAST CORNER OF A SMALL ALUMINUM SIDING BUILDING, 52 FEET EAST
 GB2491'OF THE CENTERLINE OF A DRIVEWAY, 83 FEET WEST OF A TELEPHONE POLE,
 GB2491'26 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 25 W AND ABOUT 250
 GB2491'FEET NORTHEAST ACROSS THE HIGHWAY FROM A BEER STORE AND A PIZZA
 GB2491'HUT.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JELLICO
 GB2491'1950.
 GB2491'
 GB2491'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB2491'U. S. HIGHWAY 25 W AT THE EAST EDGE OF WILLIAMSBURG, GO EASTERLY ON
 GB2491'HIGHWAY 25 W FOR 0.85 MILE TO THE STATION ON THE LEFT.  CONTINUE
 GB2491'EASTERLY ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 GB2491'RIGHT.
 GB2491'
 GB2491'REFERENCE MARK 1 IS 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GB2491'SMALL HOUSE, 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 57
 GB2491'FEET WEST OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK
 GB2491'IS STAMPED JELLICO NO 1 1950.
 GB2491'
 GB2491'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GB2491'MAGNETS, STAMPED JELLICO 1950 NO 3 1976, FLUSH WITH THE GROUND, 36
 GB2491'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMALL HOUSE, 1 FOOT
 GB2491'SOUTHEAST OF MAIL BOX NO. 261A, 19 FEET NORTH OF THE CENTERLINE OF
 GB2491'THE HIGHWAY AND 40 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 GB2491'
 GB2491'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 GB2491'2 FEET NORTH OF A FENCE, 3 FEET NORTHWEST OF A WOODEN FENCE POST
 GB2491'WITH A WITNESS SIGN NAILED ON THE NORTH SIDE, 26 FEET SOUTH OF THE
 GB2491'CENTERLINE OF THE HIGHWAY AND 100 FEET EAST OF THE CENTERLINE
 GB2491'OF A PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GB2491'JELLICO 1950.
 GB2491'
 GB2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GB2491'EAST.
 GB2491'
 GB2491'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2492 ***********************************************************************
 GB2492  DESIGNATION -  JELLICO AZ MK
 GB2492  PID         -  GB2492
 GB2492  STATE/COUNTY-  TN/CAMPBELL
 GB2492  USGS QUAD   -  JELLICO EAST (1982)
 GB2492
 GB2492                         *CURRENT SURVEY CONTROL
 GB2492  ___________________________________________________________________
 GB2492* NAD 83(1995)-  36 35 11.16347(N)    084 05 41.96986(W)     ADJUSTED  
 GB2492* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 GB2492  ___________________________________________________________________
 GB2492  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GB2492  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB2492
 GB2492  HORZ ORDER  -  SECOND
 GB2492
 GB2492.The horizontal coordinates were established by classical geodetic methods
 GB2492.and adjusted by the National Geodetic Survey in April 1999..
 GB2492
 GB2492.The orthometric height was scaled from a topographic map.
 GB2492
 GB2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2492
 GB2492.The geoid height was determined by GEOID03.
 GB2492
 GB2492;                    North         East     Units Scale Factor Converg.
 GB2492;SPC TN       -   251,647.041   770,477.030   MT  1.00003452   +1 06 55.0
 GB2492;SPC TN       -   825,612.00  2,527,806.72   sFT  1.00003452   +1 06 55.0
 GB2492;SPC KY1Z     - 1,029,405.328 1,648,124.379   MT  1.00015589   +1 00 58.0
 GB2492;SPC KY1Z     - 3,377,307.31  5,407,221.40   sFT  1.00015589   +1 00 58.0
 GB2492;SPC KY S     -   529,385.009   648,105.910   MT  1.00002991   +1 00 13.3
 GB2492;SPC KY S     - 1,736,823.98  2,126,327.47   sFT  1.00002991   +1 00 13.3
 GB2492;UTM  16      - 4,052,924.860   759,901.860   MT  1.00043230   +1 43 56.8
 GB2492
 GB2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2492!SPC TN       -   0.99995780  x   1.00003452  =   0.99999232
 GB2492!SPC KY1Z     -   0.99995780  x   1.00015589  =   1.00011369
 GB2492!SPC KY S     -   0.99995780  x   1.00002991  =   0.99998771
 GB2492!UTM  16      -   0.99995780  x   1.00043230  =   1.00039008
 GB2492
 GB2492|---------------------------------------------------------------------|
 GB2492| PID    Reference Object                     Distance      Geod. Az  |
 GB2492|                                                           dddmmss.s |
 GB2492| GB2491 JELLICO                             393.978 METERS 24857     |
 GB2492|---------------------------------------------------------------------|
 GB2492
 GB2492                          SUPERSEDED SURVEY CONTROL
 GB2492
 GB2492  NAD 83(1995)-  36 35 11.16336(N)    084 05 41.96991(W) AD(       ) 2
 GB2492  NAD 83(1995)-  36 35 11.17567(N)    084 05 41.97237(W) AD(       ) 2
 GB2492  NAD 83(1986)-  36 35 11.17655(N)    084 05 41.97234(W) AD(       ) 2
 GB2492  NAD 27      -  36 35 10.87300(N)    084 05 42.20800(W) AD(       ) 2
 GB2492
 GB2492.Superseded values are not recommended for survey control.
 GB2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2492.See file dsdata.txt to determine how the superseded data were derived.
 GB2492
 GB2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5990252925(NAD 83)
 GB2492_MARKER: DD = SURVEY DISK
 GB2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2492_MARK LOGO: CGS   
 GB2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2492+STABILITY: SURFACE MOTION
 GB2492
 GB2492  HISTORY     - Date     Condition        Report By
 GB2492  HISTORY     - 1950     MONUMENTED       CGS
 GB2492
 GB2492                          STATION DESCRIPTION
 GB2492
 GB2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2492'STATION IS LOCATED ABOUT 2 MILES EAST OF JELLICO ALONG THE
 GB2492'RIGHT-OF-WAY OF U. S .
 GB2492'HIGHWAY 25W.  IT IS 27 FEET SOUTH OF CENTER OF HIGHWAY, 5 FEET
 GB2492'EAST OF A WHITE
 GB2492'WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.  THE
 GB2492'MARK IS FLUSH WITH THE GROUND AND
 GB2492'THE DISK IS STAMPED JELLICO 1950.
 GB2492'
 GB2492'TO REACH STATION FROM THE MAIN INTERSECTION IN JELLICO, GO EAST ON U.
 GB2492'S.  HIGHWAY 25W FOR
 GB2492'2.15 MILES TO THE STATION ON RIGHT AS DESCRIBED.
 GB2492'
 GB2492'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0103 ***********************************************************************
 GC0103  DESIGNATION -  JENKINS AZ MK 3
 GC0103  PID         -  GC0103
 GC0103  STATE/COUNTY-  TN/SUMNER
 GC0103  USGS QUAD   -  TURNERS STATION (1979)
 GC0103
 GC0103                         *CURRENT SURVEY CONTROL
 GC0103  ___________________________________________________________________
 GC0103* NAD 83(1986)-  36 33 21.     (N)    086 15 12.     (W)     SCALED    
 GC0103* NAVD 88     -       302.523  (meters)     992.53   (feet)  ADJUSTED  
 GC0103  ___________________________________________________________________
 GC0103  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0103  DYNAMIC HT  -         302.277 (meters)     991.72  (feet)  COMP
 GC0103  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GC0103
 GC0103  VERT ORDER  -  SECOND    CLASS 0
 GC0103
 GC0103.The horizontal coordinates were scaled from a topographic map and have
 GC0103.an estimated accuracy of +/- 6 seconds.
 GC0103
 GC0103.The orthometric height was determined by differential leveling
 GC0103.and adjusted by the National Geodetic Survey in June 1991..
 GC0103
 GC0103.The geoid height was determined by GEOID03.
 GC0103
 GC0103.The dynamic height is computed by dividing the NAVD 88
 GC0103.geopotential number by the normal gravity value computed on the
 GC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0103.degrees latitude (g = 980.6199 gals.).
 GC0103
 GC0103.The modeled gravity was interpolated from observed gravity values.
 GC0103
 GC0103;                    North         East    Units  Estimated Accuracy
 GC0103;SPC TN       -   246,620.      577,320.      MT  (+/- 180 meters Scaled)
 GC0103
 GC0103                          SUPERSEDED SURVEY CONTROL
 GC0103
 GC0103  NGVD 29 (??/??/92)  302.618  (m)          992.84   (f) ADJ UNCH    2 0
 GC0103
 GC0103.Superseded values are not recommended for survey control.
 GC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0103.See file dsdata.txt to determine how the superseded data were derived.
 GC0103
 GC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF668458(NAD 83)
 GC0103_MARKER: DZ = AZIMUTH MARK DISK
 GC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0103_STAMPING: JENKINS 1933 RESET 1950-1961
 GC0103_MARK LOGO: TNHD  
 GC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0103+STABILITY: SURFACE MOTION
 GC0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0103+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GC0103
 GC0103  HISTORY     - Date     Condition        Report By
 GC0103  HISTORY     - 1961     MONUMENTED       CGS
 GC0103  HISTORY     - 1968     GOOD             NGS
 GC0103  HISTORY     - 20020520 GOOD             TNDT
 GC0103
 GC0103                          STATION DESCRIPTION
 GC0103
 GC0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0103'0.4 MI SSW FROM WESTMORELAND.
 GC0103'TO REACH THE MARK FROM THE POST OFFICE IN WESTMORELAND, GO SOUTH
 GC0103'ON MAIN STREET FOR 0.05 OF A MILE TO STATE ROUTE 52.  HERE TURN
 GC0103'RIGHT AND GO WEST ON STATE ROUTE 52 FOR 0.1 OF A MILE TO A PAVED
 GC0103'T STREET LEFT, TURN LEFT ON THE PAVED STREET AND GO SOUTHWESTERLY
 GC0103'FOR 0.45 OF A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE
 GC0103'MARK IS ABOUT 0.2 OF A MILE NORTH OF THE JENKINS 1933 1968
 GC0103'TRIANGULATION STATION SITE, 76 FEET SOUTH OF THE SOUTH CORNER OF
 GC0103'A BRICK HOUSE, 47 FEET NORTHEAST OF THE EAST CORNER OF A CEMENT
 GC0103'BLOCK BUILDING, 29 FEET SOUTHEAST OF A 10-INCH APPLE TREE, 17
 GC0103'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED STREET,
 GC0103'13 FEET NORTHEAST OF A GUYED TELEPHONE AND UTILITY POLE, 13
 GC0103'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 GC0103'AND 1.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0103'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0103'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JENKINS 1933
 GC0103'RESET 1950 1961.
 GC0103
 GC0103                          STATION RECOVERY (2002)
 GC0103
 GC0103'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0105 ***********************************************************************
 GC0105  DESIGNATION -  JENKINS RESET
 GC0105  PID         -  GC0105
 GC0105  STATE/COUNTY-  TN/SUMNER
 GC0105  USGS QUAD   -  TURNERS STATION (1979)
 GC0105
 GC0105                         *CURRENT SURVEY CONTROL
 GC0105  ___________________________________________________________________
 GC0105* NAD 83(1986)-  36 33 20.     (N)    086 15 24.     (W)     SCALED    
 GC0105* NAVD 88     -       305.71   (+/-2cm)    1003.0    (feet)  VERTCON   
 GC0105  ___________________________________________________________________
 GC0105  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0105
 GC0105  VERT ORDER  -  THIRD (See Below)
 GC0105
 GC0105.The horizontal coordinates were scaled from a topographic map and have
 GC0105.an estimated accuracy of +/- 6 seconds.
 GC0105
 GC0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0105.The vertical order pertains to the NGVD 29 superseded value.
 GC0105
 GC0105.The geoid height was determined by GEOID03.
 GC0105
 GC0105;                    North         East    Units  Estimated Accuracy
 GC0105;SPC TN       -   246,590.      577,020.      MT  (+/- 180 meters Scaled)
 GC0105
 GC0105                          SUPERSEDED SURVEY CONTROL
 GC0105
 GC0105  NGVD 29 (??/??/??)  305.80   (m)         1003.3    (f) RESET       3  
 GC0105
 GC0105.Superseded values are not recommended for survey control.
 GC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0105.See file dsdata.txt to determine how the superseded data were derived.
 GC0105
 GC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665458(NAD 83)
 GC0105_MARKER: DS = TRIANGULATION STATION DISK
 GC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0105_STAMPING: JENKINS 1933 1968
 GC0105_MARK LOGO: CGS   
 GC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0105+STABILITY: SURFACE MOTION
 GC0105
 GC0105  HISTORY     - Date     Condition        Report By
 GC0105  HISTORY     - 1968     MONUMENTED       CGS
 GC0105
 GC0105                          STATION DESCRIPTION
 GC0105
 GC0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0105'0.5 MI SW FROM WESTMORELAND.
 GC0105'TO REACH THE MARK FROM THE POST OFFICE IN WESTMORELAND, GO SOUTH
 GC0105'ON MAIN STREET FOR 0.05 OF A MILE TO STATE ROUTE 52.  HERE
 GC0105'TURN RIGHT AND GO WEST ON STATE ROUTE 52 FOR 0.1 OF A MILE TO A
 GC0105'PAVED T STREET LEFT, TURN LEFT ON THE PAVED STREET AND GO
 GC0105'SOUTHWESTERLY FOR 0.5 OF A MILE TO OLD U.S. HIGHWAY 31E.  HERE
 GC0105'CONTINUE SOUTHERLY ON THE OLD HIGHWAY FOR 0.05 OF A MILE TO A PAVED
 GC0105'T ROAD RIGHT, TURN RIGHT ON THE PAVED ROAD AND GO WESTERLY
 GC0105'FOR 0.1 OF A MILE TO A WIRE GATE ON THE RIGHT AND THE MARK ABOUT
 GC0105'50 YARDS NORTH IN A BARN LOT, AT THE JENKINS 1933 1968 TRIANGULATION
 GC0105'STATION SITE.  IT IS 14 FEET NORTH OF THE APPROXIMATE CENTER
 GC0105'OF THE PAVED ROAD, 141 FEET WEST OF AN 18-INCH HICKORY TREE,
 GC0105'133.58 FEET NORTH OF REFERENCE MARK NO. 3, 106 FEET NORTHEAST
 GC0105'OF A 16-INCH ELM TREE, 93 FEET SOUTH OF A WOVEN WIRE FENCE, 82.51
 GC0105'FEET EAST OF REFERENCE MARK NO. 5, 82 FEET EAST OF A 12-INCH
 GC0105'SHAGBARK HICKORY TREE, 35 FEET NORTH-NORTHWEST OF AN 8-INCH
 GC0105'BLACK WALNUT TREE, AND 31 FEET SOUTHEAST OF THE SOUTHEAST
 GC0105'CORNER OF A BARN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC0105'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GC0105'DISK IS STAMPED JENKINS 1933 1968.  NOTE-- DUE TO THE MARK BEING
 GC0105'IN A LOT WHERE CATTLE ARE PRESENT, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0108 ***********************************************************************
 GC0108  DESIGNATION -  JENKINS RM 3
 GC0108  PID         -  GC0108
 GC0108  STATE/COUNTY-  TN/SUMNER
 GC0108  USGS QUAD   -  TURNERS STATION (1979)
 GC0108
 GC0108                         *CURRENT SURVEY CONTROL
 GC0108  ___________________________________________________________________
 GC0108* NAD 83(1986)-  36 33 20.     (N)    086 15 24.     (W)     SCALED    
 GC0108* NAVD 88     -       304.201  (meters)     998.03   (feet)  ADJUSTED  
 GC0108  ___________________________________________________________________
 GC0108  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0108  DYNAMIC HT  -         303.954 (meters)     997.22  (feet)  COMP
 GC0108  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GC0108
 GC0108  VERT ORDER  -  SECOND    CLASS 0
 GC0108
 GC0108.The horizontal coordinates were scaled from a topographic map and have
 GC0108.an estimated accuracy of +/- 6 seconds.
 GC0108
 GC0108.The orthometric height was determined by differential leveling
 GC0108.and adjusted by the National Geodetic Survey in June 1991..
 GC0108
 GC0108.The geoid height was determined by GEOID03.
 GC0108
 GC0108.The dynamic height is computed by dividing the NAVD 88
 GC0108.geopotential number by the normal gravity value computed on the
 GC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0108.degrees latitude (g = 980.6199 gals.).
 GC0108
 GC0108.The modeled gravity was interpolated from observed gravity values.
 GC0108
 GC0108;                    North         East    Units  Estimated Accuracy
 GC0108;SPC TN       -   246,590.      577,020.      MT  (+/- 180 meters Scaled)
 GC0108
 GC0108                          SUPERSEDED SURVEY CONTROL
 GC0108
 GC0108  NGVD 29 (??/??/92)  304.296  (m)          998.34   (f) ADJ UNCH    2 0
 GC0108
 GC0108.Superseded values are not recommended for survey control.
 GC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0108.See file dsdata.txt to determine how the superseded data were derived.
 GC0108
 GC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665458(NAD 83)
 GC0108_MARKER: DR = REFERENCE MARK DISK
 GC0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0108_STAMPING: JENKINS NO 3 1950
 GC0108_MARK LOGO: CGS   
 GC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0108+STABILITY: SURFACE MOTION
 GC0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0108+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GC0108
 GC0108  HISTORY     - Date     Condition        Report By
 GC0108  HISTORY     - 1950     MONUMENTED       CGS
 GC0108  HISTORY     - 1968     GOOD             NGS
 GC0108  HISTORY     - 20020520 GOOD             TNDT
 GC0108
 GC0108                          STATION DESCRIPTION
 GC0108
 GC0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0108'0.5 MI SW FROM WESTMORELAND.
 GC0108'IT IS LOCATED AT THE JENKINS 1933 1968 TRIANGULATION STATION
 GC0108'SITE, 150.70 FEET SOUTHEAST OF REFERENCE MARK NO. 5, 113.58
 GC0108'FEET SOUTH OF THE STATION MARK, 45 FEET WEST OF A 12-INCH
 GC0108'CATALPA TREE, 33 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED
 GC0108'ROAD, 19 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A WIRE
 GC0108'GATE, 15 FEET NORTH OF A METAL WITNESS SIGN ATTACHED TO THE EAST
 GC0108'GATE POST, 13 FEET EAST OF THE APPROXIMATE CENTER OF A FARM DRIVE,
 GC0108'10 FEET SOUTH OF A 14-INCH BLACK LOCUST TREE, AND IN AN OLD
 GC0108'FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GC0108'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GC0108'IS STAMPED JENKINS NO 3 1950.
 GC0108
 GC0108                          STATION RECOVERY (2002)
 GC0108
 GC0108'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0109 ***********************************************************************
 GC0109  DESIGNATION -  JENKINS RM 5
 GC0109  PID         -  GC0109
 GC0109  STATE/COUNTY-  TN/SUMNER
 GC0109  USGS QUAD   -  TURNERS STATION (1979)
 GC0109
 GC0109                         *CURRENT SURVEY CONTROL
 GC0109  ___________________________________________________________________
 GC0109* NAD 83(1986)-  36 33 20.     (N)    086 15 24.     (W)     SCALED    
 GC0109* NAVD 88     -       306.08   (+/-2cm)    1004.2    (feet)  VERTCON   
 GC0109  ___________________________________________________________________
 GC0109  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0109
 GC0109  VERT ORDER  -  THIRD (See Below)
 GC0109
 GC0109.The horizontal coordinates were scaled from a topographic map and have
 GC0109.an estimated accuracy of +/- 6 seconds.
 GC0109
 GC0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0109.The vertical order pertains to the NGVD 29 superseded value.
 GC0109
 GC0109.The geoid height was determined by GEOID03.
 GC0109
 GC0109;                    North         East    Units  Estimated Accuracy
 GC0109;SPC TN       -   246,590.      577,020.      MT  (+/- 180 meters Scaled)
 GC0109
 GC0109                          SUPERSEDED SURVEY CONTROL
 GC0109
 GC0109  NGVD 29 (??/??/??)  306.17   (m)         1004.5    (f) RESET       3  
 GC0109
 GC0109.Superseded values are not recommended for survey control.
 GC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0109.See file dsdata.txt to determine how the superseded data were derived.
 GC0109
 GC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665458(NAD 83)
 GC0109_MARKER: DR = REFERENCE MARK DISK
 GC0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0109_STAMPING: JENKINS 1933 NO 5 1968
 GC0109_MARK LOGO: CGS   
 GC0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0109+STABILITY: SURFACE MOTION
 GC0109
 GC0109  HISTORY     - Date     Condition        Report By
 GC0109  HISTORY     - 1968     MONUMENTED       CGS
 GC0109
 GC0109                          STATION DESCRIPTION
 GC0109
 GC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0109'0.5 MI SW FROM WESTMORELAND.
 GC0109'THE MARK IS LOCATED AT THE JENKINS 1933 1968 TRIANGULATION
 GC0109'STATION SITE, 150.70 FEET NORTHWEST OF REFERENCE MARK NO. 3,
 GC0109'82.51 FEET WEST OF THE STATION MARK, 38 FEET WEST-SOUTHWEST OF
 GC0109'THE SOUTHWEST CORNER OF A BARN, 2.3 FEET NORTH OF A 12-INCH
 GC0109'SHAGBARK HICKORY TREE, AND 1.1 FEET NORTH OF A METAL WITNESS
 GC0109'POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GC0109'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GC0109'AND THE DISK IS STAMPED JENKINS 1933 NO 5 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2544 ***********************************************************************
 GB2544  DESIGNATION -  JENNING
 GB2544  PID         -  GB2544
 GB2544  STATE/COUNTY-  TN/KNOX
 GB2544  USGS QUAD   -  POWELL (1976)
 GB2544
 GB2544                         *CURRENT SURVEY CONTROL
 GB2544  ___________________________________________________________________
 GB2544* NAD 83(1995)-  36 01 49.93177(N)    084 04 10.80645(W)     ADJUSTED  
 GB2544* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 GB2544  ___________________________________________________________________
 GB2544  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GB2544  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB2544
 GB2544  HORZ ORDER  -  SECOND
 GB2544
 GB2544.The horizontal coordinates were established by classical geodetic methods
 GB2544.and adjusted by the National Geodetic Survey in April 1999..
 GB2544
 GB2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2544
 GB2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2544
 GB2544.The geoid height was determined by GEOID03.
 GB2544
 GB2544;                    North         East     Units Scale Factor Converg.
 GB2544;SPC TN       -   190,019.235   773,959.450   MT  0.99995426   +1 07 48.3
 GB2544;SPC TN       -   623,421.44  2,539,231.96   sFT  0.99995426   +1 07 48.3
 GB2544;UTM  16      - 3,991,309.050   764,037.712   MT  1.00045911   +1 43 28.8
 GB2544;UTM  17      - 3,991,696.198   223,403.683   MT  1.00054280   -1 48 24.4
 GB2544
 GB2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2544!SPC TN       -   0.99994650  x   0.99995426  =   0.99990076
 GB2544!UTM  16      -   0.99994650  x   1.00045911  =   1.00040559
 GB2544!UTM  17      -   0.99994650  x   1.00054280  =   1.00048927
 GB2544
 GB2544:                Primary Azimuth Mark                     Grid Az
 GB2544:SPC TN       -  JENNING AZ MK                            118 25 55.0
 GB2544:UTM  16      -  JENNING AZ MK                            117 50 14.5
 GB2544:UTM  17      -  JENNING AZ MK                            121 22 07.7
 GB2544
 GB2544|---------------------------------------------------------------------|
 GB2544| PID    Reference Object                     Distance      Geod. Az  |
 GB2544|                                                           dddmmss.s |
 GB2544| GB0794 JENNING AZ MK                                      1193343.3 |
 GB2544| DB9494 JENNING RM 1                         14.851 METERS 21844     |
 GB2544| DB9495 JENNING RM 2                         14.656 METERS 31600     |
 GB2544|---------------------------------------------------------------------|
 GB2544
 GB2544                          SUPERSEDED SURVEY CONTROL
 GB2544
 GB2544  NAD 83(1995)-  36 01 49.93712(N)    084 04 10.80600(W) AD(       ) 2
 GB2544  NAD 83(1995)-  36 01 49.93703(N)    084 04 10.80630(W) AD(       ) 2
 GB2544  NAD 83(1986)-  36 01 49.94367(N)    084 04 10.80361(W) AD(       ) 2
 GB2544  NAD 27      -  36 01 49.65587(N)    084 04 11.11660(W) AD(       ) 2
 GB2544  NGVD 29 (07/19/86)  371.7    (m)         1219.     (f) VERT ANG       
 GB2544
 GB2544.Superseded values are not recommended for survey control.
 GB2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2544.See file dsdata.txt to determine how the superseded data were derived.
 GB2544
 GB2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6403891309(NAD 83)
 GB2544_MARKER: DD = SURVEY DISK
 GB2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2544
 GB2544  HISTORY     - Date     Condition        Report By
 GB2544  HISTORY     - 1964     MONUMENTED       TNHD
 GB2544
 GB2544                          STATION DESCRIPTION
 GB2544
 GB2544'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2544'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CLINTON.
 GB2544'
 GB2544'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2544'U.S.  HIGHWAY 25W FOR
 GB2544'0.6 MILE TO THE INTERSECTION OF U.S.  HIGHWAY 25W AND
 GB2544'STATE ROUTE 61.  TURN LEFT ON U.S.
 GB2544'HIGHWAY 25W AND GO SOUTHERLY FOR
 GB2544'7.3 MILES TO OLD CLINTON HIGHWAY ON THE LEFT,
 GB2544'CONTINUE STRAIGHT AHEAD
 GB2544'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN LEFT ON THE
 GB2544'OLD CLINTON
 GB2544'HIGHWAY FOR ABOUT 50 FEET TO A PAVED ROAD ON THE LEFT.  TURN
 GB2544'LEFT ON THE PAVED ROAD GO
 GB2544'FOR ABOUT 20 YARDS TO A GRAVELED DRIVE ON
 GB2544'THE RIGHT.  THIS IS THE SECOND DRIVE YOU
 GB2544'APPROACH ON THE RIGHT.  TURN
 GB2544'RIGHT AND FOLLOW GRAVELED DRIVE UPHILL TO A WHITE FRAME
 GB2544'HOUSE ON THE LEFT
 GB2544'AND THE STATION.
 GB2544'
 GB2544'THE STATION IS ABOUT 100 FEET SOUTHEAST OF A WHITE FRAME HOUSE, 9.3
 GB2544'FEET NORTHEAST OF A
 GB2544'METAL WITNESS POST WITH SIGN AND 9 FEET NORTHEAST OF A
 GB2544'TELEPHONE POLE.  THE SURFACE AND
 GB2544'UNDERGROUND MARKS ARE STANDARD
 GB2544'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2544'ARE STAMPED JENNING
 GB2544'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2544'THE SURFACE
 GB2544'DISKS IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2544'MONUMENT.
 GB2544'
 GB2544'REFERENCE MARK NO. 1 IS 79 FEET EAST OF THE NORTHEAST CORNER OF A
 GB2544'WHITE FRAME HOUSE, 54 FEET
 GB2544'NORTH OF A TWIN-TRUNKED PINE TREE AND 41 FEET
 GB2544'SOUTHWEST OF A TELEPHONE POLE.
 GB2544'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2544'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2544'CONCRETE MONUMENT AND
 GB2544'THE DISK IS STAMPED JENNING RM-1 1964.
 GB2544'
 GB2544'REFERENCE MARK NO. 2 IS 54 FEET NORTHWEST OF A TELEPHONE POLE AND 27
 GB2544'FEET SOUTH OF A 12-INCH PINE
 GB2544'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2544'DEPARTMENT DISK SET IN A 10-INCH
 GB2544'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2544'THE DISK IS STAMPED JENNING RM-2 1964.
 GB2544'
 GB2544'THE AZIMUTH MARK IS 52 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2544'U.S.  HIGHWAY 25W, 57
 GB2544'FEET WEST OF THE NORTHWEST CORNER OF A ROCK CAFE
 GB2544'BUILDING, 6 FEET NORTHWEST OF
 GB2544'UTILITY POLE NO.  153 AND 4.7 FEET
 GB2544'NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT
 GB2544'IS A STANDARD
 GB2544'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2544'CONCRETE
 GB2544'MONUMENT AND THE DISK IS STAMPED JENNING AZI 1964.
 GB2544'
 GB2544'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2544'
 GB2544'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0794 ***********************************************************************
 GB0794  DESIGNATION -  JENNING AZ MK
 GB0794  PID         -  GB0794
 GB0794  STATE/COUNTY-  TN/KNOX
 GB0794  USGS QUAD   -  POWELL (1976)
 GB0794
 GB0794                         *CURRENT SURVEY CONTROL
 GB0794  ___________________________________________________________________
 GB0794* NAD 83(1986)-  36 01 36.     (N)    084 03 45.     (W)     SCALED    
 GB0794* NAVD 88     -       323.799  (meters)    1062.33   (feet)  ADJUSTED  
 GB0794  ___________________________________________________________________
 GB0794  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0794  DYNAMIC HT  -         323.497 (meters)    1061.34  (feet)  COMP
 GB0794  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GB0794
 GB0794  VERT ORDER  -  SECOND    CLASS 0
 GB0794
 GB0794.The horizontal coordinates were scaled from a topographic map and have
 GB0794.an estimated accuracy of +/- 6 seconds.
 GB0794
 GB0794.The orthometric height was determined by differential leveling
 GB0794.and adjusted by the National Geodetic Survey in June 1991..
 GB0794
 GB0794.The geoid height was determined by GEOID03.
 GB0794
 GB0794.The dynamic height is computed by dividing the NAVD 88
 GB0794.geopotential number by the normal gravity value computed on the
 GB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0794.degrees latitude (g = 980.6199 gals.).
 GB0794
 GB0794.The modeled gravity was interpolated from observed gravity values.
 GB0794
 GB0794;                    North         East    Units  Estimated Accuracy
 GB0794;SPC TN       -   189,600.      774,610.      MT  (+/- 180 meters Scaled)
 GB0794
 GB0794                          SUPERSEDED SURVEY CONTROL
 GB0794
 GB0794  NGVD 29 (??/??/??)  323.98   (m)         1062.9    (f) RESET       3  
 GB0794
 GB0794.Superseded values are not recommended for survey control.
 GB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0794.See file dsdata.txt to determine how the superseded data were derived.
 GB0794
 GB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE646908(NAD 83)
 GB0794_MARKER: DZ = AZIMUTH MARK DISK
 GB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0794_STAMPING: JENNING AZI 1964
 GB0794_MARK LOGO: TNHD  
 GB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0794+STABILITY: SURFACE MOTION
 GB0794
 GB0794  HISTORY     - Date     Condition        Report By
 GB0794  HISTORY     - 1964     MONUMENTED       TNHD
 GB0794  HISTORY     - 1965     GOOD             TNHD
 GB0794
 GB0794                          STATION DESCRIPTION
 GB0794
 GB0794'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0794'8.4 MI SW FROM CLINTON.
 GB0794'FROM THE POST OFFICE IN CLINTON, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GB0794'25W FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAY 25W AND
 GB0794'STATE ROUTE 61.  TURN LEFT ON U.S. HIGHWAY 25W AND GO SOUTHERLY FOR
 GB0794'7.3 MILES TO THE OLD CLINTON HIGHWAY ON THE LEFT, CONTINUE
 GB0794'STRAIGHT AHEAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB0794'IT IS 52 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GB0794'25W, 57 FEET WEST OF THE NORTHWEST CORNER OF A ROCK CAFE BUILDING,
 GB0794'6 FEET NORTHWEST OF UTILITY POLE NO. 153 AND 4.7 FEET NORTHWEST
 GB0794'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0794'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0794'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2150 ***********************************************************************
 GC2150  DESIGNATION -  JENNINGS
 GC2150  PID         -  GC2150
 GC2150  STATE/COUNTY-  TN/WILSON
 GC2150  USGS QUAD   -  SHOP SPRINGS (1994)
 GC2150
 GC2150                         *CURRENT SURVEY CONTROL
 GC2150  ___________________________________________________________________
 GC2150* NAD 83(1995)-  36 08 54.05227(N)    086 12 53.01497(W)     ADJUSTED  
 GC2150* NAVD 88     -       373.2    (meters)    1224.     (feet)  VERTCON   
 GC2150  ___________________________________________________________________
 GC2150  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 GC2150  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2150
 GC2150  HORZ ORDER  -  FIRST
 GC2150
 GC2150.The horizontal coordinates were established by classical geodetic methods
 GC2150.and adjusted by the National Geodetic Survey in April 1999..
 GC2150
 GC2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2150
 GC2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2150
 GC2150.The geoid height was determined by GEOID03.
 GC2150
 GC2150;                    North         East     Units Scale Factor Converg.
 GC2150;SPC TN       -   201,396.675   580,676.525   MT  0.99996340   -0 07 32.6
 GC2150;SPC TN       -   660,748.92  1,905,102.90   sFT  0.99996340   -0 07 32.6
 GC2150;UTM  16      - 4,000,688.173   570,642.733   MT  0.99966149   +0 27 47.6
 GC2150
 GC2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2150!SPC TN       -   0.99994600  x   0.99996340  =   0.99990940
 GC2150!UTM  16      -   0.99994600  x   0.99966149  =   0.99960751
 GC2150
 GC2150|---------------------------------------------------------------------|
 GC2150| PID    Reference Object                     Distance      Geod. Az  |
 GC2150|                                                           dddmmss.s |
 GC2150| CG6649 JENNINGS RM 1                         6.245 METERS 03017     |
 GC2150| CG6648 JENNINGS AZ MK                                     1273304.3 |
 GC2150| CG6650 JENNINGS RM 2                         7.644 METERS 14633     |
 GC2150| GC2153 LEBANON CUMBERLAND U CLOCK TWR      APPROX. 9.8 KM 3085503.5 |
 GC2150| GC2152 LEBANON ALUMINUM WATER TANK         APPROX. 9.0 KM 3214632.5 |
 GC2150|---------------------------------------------------------------------|
 GC2150
 GC2150                          SUPERSEDED SURVEY CONTROL
 GC2150
 GC2150  NAD 83(1995)-  36 08 54.05528(N)    086 12 53.01823(W) AD(       ) 1
 GC2150  NAD 83(1995)-  36 08 54.05704(N)    086 12 53.01854(W) AD(       ) 1
 GC2150  NAD 83(1986)-  36 08 54.06375(N)    086 12 53.01668(W) AD(       ) 1
 GC2150  NAD 27      -  36 08 53.86000(N)    086 12 53.04900(W) AD(       ) 1
 GC2150  NGVD 29 (07/19/86)  373.2    (m)         1224.     (f) VERT ANG       
 GC2150
 GC2150.Superseded values are not recommended for survey control.
 GC2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2150.See file dsdata.txt to determine how the superseded data were derived.
 GC2150
 GC2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7064300688(NAD 83)
 GC2150_MARKER: DS = TRIANGULATION STATION DISK
 GC2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2150
 GC2150  HISTORY     - Date     Condition        Report By
 GC2150  HISTORY     - 1878     MONUMENTED       CGS
 GC2150  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GC2150  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GC2150
 GC2150                          STATION DESCRIPTION
 GC2150
 GC2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (AHB)
 GC2150'ABOUT 6 MILES SOUTHEAST OF LEBANON, 1 MILE NORTHEAST OF
 GC2150'LEBANON-ALEXANDRIA PIKE, AND ON HIGH WOODED KNOB WEST OF MAJ.
 GC2150'MAGNESE HANKENS HOME.  TO REACH FROM SQUARE IN LEBANON, GO EAST 6.9
 GC2150'MILES ON U.S. ROUTE 70N AND TURN LEFT ONTO GRAVEL ROAD ABOUT 100
 GC2150'YARDS BEYOND BRICK SCHOOL.  FOLLOW THIS ROAD 1.8 MILES TO MAJOR
 GC2150'HANKENS HOME.  STATION IS ON MAJOR HANKENS PROPERTY, 8.5 FEET
 GC2150'SOUTH-SOUTHWEST OF 14-INCH TRIANGLE-BLAZED LOCUST TREE, AND 24 FEET
 GC2150'NNW OF 12-INCH TRIANGLE-BLAZED HICKORY TREE.  SURFACE MARK
 GC2150'IS 5-INCH SQUARE
 GC2150'STONE, 2-1/2 FEET LONG PROJECTING 3 INCHES, WITH TOP DRESSED,
 GC2150'TWO GROOVES CUT IN TOP AT RIGHT ANGLES, AND LETTERS U.S.G.S.
 GC2150'UNDERGROUND MARK IS LONG BLACK BOTTLE FILLED WITH ASHES, WITH MOUTH
 GC2150'UPWARD, ABOUT 2-1/2 FEET BELOW SURFACE OF GROUND.  FOUR LOCUST POSTS
 GC2150'4 INCHES SQUARE, 6 FEET NORTH, SOUTH, EAST, AND WEST OF STATION MARK
 GC2150'WERE NOT RECOVERED IN 1934.  IN 1934 STANDARD STATION DISK WAS SET
 GC2150'IN SURFACE MARK, AND TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 GC2150'ESTABLISHED.  NO. 1, STANDARD REFERENCE DISK IN TOP OF 20-INCH
 GC2150'SQUARE ROCK OUTCROP SLIGHTLY BELOW SURFACE, IS ON NORTHWEST
 GC2150'SIDE OF TOP OF KNOB, ON DOWNHILL SLOPE, 14 FEET EAST-NORTHEAST OF
 GC2150'14-INCH TRIANGLE-BLAZED LOCUST TREE, AND 20.66 FEET FROM STATION.
 GC2150'NO. 2, STANDARD REFERENCE DISK IN TOP OF
 GC2150'12- BY 16-INCH BURIED BOULDER, IS ON SOUTHEAST SIDE OF TOP OF
 GC2150'KNOB, 5 FEET NORTH OF 12-INCH TRIANGLE-BLAZED HICKORY TREE, AND 25.08
 GC2150'FEET FROM STATION.  AZIMUTH MARK, STANDARD
 GC2150'REFERENCE DISK IN TOP OF SQUARE BLOCK OF CONCRETE, IS ON
 GC2150'PROPERTY OF EZRA HANKINS, 125 YARDS BEHIND (NORTHEAST OF) HOUSE, 18
 GC2150'YARDS NORTHWEST OF BARN, 7 YARDS NORTHEAST OF FENCE LINE, 3 YARDS
 GC2150'WEST OF CENTER LINE OF FIELD ROAD, AND 0.5 MILE FROM STATION.
 GC2150'FOLLOWING DISTANCES AND BEARINGS ARE
 GC2150'FROM STATION- LEBANON, CUMBERLAND UNIVERSITY, ADMINISTRATION
 GC2150'BUILDING, FINIAL OF CLOCK TOWER, 6.1 MILES, N 51 DEG 04 MIN 56 SEC W,
 GC2150'AND LEBANON, ALUMINUM WATER TANK, 5.6 MILES, N 38 DEG 13 MIN 26 SEC W.
 GC2150
 GC2150                          STATION RECOVERY (1960)
 GC2150
 GC2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2150'THE STATION WAS RECOVERED.  THE SURFACE STATION WAS FOUND BROKEN OFF
 GC2150'AND WAS DESTROYED BY THIS PARTY.  A NEW SURFACE MARK WAS
 GC2150'ESTABLISHED FROM THE UNDERGROUND MARK, A LONG BLACK BOTTLE FILLED
 GC2150'WITH ASHES, IN THE EXACT ORIGINAL LOCATION.  A DISCREPANCY WAS FOUND
 GC2150'IN THE DIRECTION AND DISTANCE OF REFERENCE MARK NO. 1, AND IN THE
 GC2150'DIRECTION OF REFERENCE MARK NO. 2 AND THE AZIMUTH MARK.
 GC2150'
 GC2150'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2150'
 GC2150'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LEBANON AND 1-1/2
 GC2150'MILES NORTH OF SHOP SPRINGS ON THE HIGHEST WOODED PEAK IN THIS
 GC2150'AREA.
 GC2150'
 GC2150'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO EAST FOR 0.3 MILE
 GC2150'TO THE JUNCTION OF STATE HIGHWAY 26, TURN RIGHT, SOUTHEAST, AND GO
 GC2150'6.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTH, ON SHOP
 GC2150'SPRINGS ROAD FOR 1.4 MILES TO EZRA HANKINS RESIDENCE ON THE LEFT,
 GC2150'PACK WEST FOR ABOUT 0.1 MILE TO THE AZIMUTH MARK, CONTINUE NORTH FOR
 GC2150'0.25 MILE TO M.E. HANKINS RESIDENCE ON THE LEFT, TURN LEFT PASSING
 GC2150'THROUGH A WOOD GATE AND ALONG THE EAST SIDE OF A BARN FOR 0.2 MILE TO
 GC2150'A WOOD GATE, PASS THROUGH THE WOOD GATE AND GO WEST PICKING WAY UP
 GC2150'HILL FOR ABOUT 0.25 MILE TO THE TOP AND THE STATION.  A 4-WHEEL
 GC2150'DRIVE WAS DRIVEN TO THE TOP.
 GC2150'
 GC2150'THE STATION IS 24 FEET NORTHWEST OF A 16 INCH TRIANGLE BLAZED HICKORY
 GC2150'TREE, 23 FEET SOUTHWEST OF A 24 INCH LOCUST TREE AND 3.3 FEET
 GC2150'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK SET IN A 10-INCH
 GC2150'SQUARE CONCRETE POST, FLUSH, AND STAMPED JENNINGS 1878 1934
 GC2150'1960.
 GC2150'
 GC2150'REFERENCE MARK NO. 1 IS 13 FEET NORTHWEST OF A 24 INCH TRIANGLE
 GC2150'BLAZED LOCUST TREE.  IT IS A STANDARD DISK SET IN THE TOP OF
 GC2150'OUTCROPPING BEDROCK, FLUSH, AND STAMPED JENNINGS NO 1 1934.
 GC2150'
 GC2150'REFERENCE MARK NO. 2 IS 5 FEET EAST OF A 16 INCH TRIANGLE BLAZED
 GC2150'HICKORY TREE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2150'A BURIED BOULDER, FLUSH, AND STAMPED JENNINGS NO 2 1934.
 GC2150'
 GC2150'AZIMUTH MARK IS 123 FEET SOUTHWEST OF A FENCE CORNER, 30 FEET WEST OF
 GC2150'A 24 INCH ELM TREE AND 1.9 FEET EAST OF A WITNESS POST.  IT IS A
 GC2150'STANDARD REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 GC2150'PROJECTING 8 INCHES, AND STAMPED JENNINGS AZI 1934.
 GC2150
 GC2150                          STATION RECOVERY (1965)
 GC2150
 GC2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GC2150'DUE TO CONSTRUCTION OF A FOREST LOOKOUT TOWER ON THIS SITE, THE
 GC2150'STATION HAD TO BE LOWERED TO PERMIT GRADING OPERATIONS.  THE STATION
 GC2150'MARK ONLY WAS RECOVERED.  THE SURFACE MARK WAS REMOVED AFTER A
 GC2150'PLUMBING BENCH HAD BEEN ESTABLISHED AND THE UNDERGROUND MARK WHICH
 GC2150'WAS A BOTTLE FILLED WITH ASHES WAS FOUND.  THE ENTIRE MARK WAS
 GC2150'LOWERED STRAIGHT DOWN IN SOLID ROCK ABOUT 1.7 FEET.  THE
 GC2150'ELEVATION AS SHOWN ON THE HORIZONTAL CONTROL DATA WAS TRANSFERRED TO
 GC2150'THE NEW MARK THROUGH A T.B.M. (LARGE SPIKE DRIVEN INTO BASE OF
 GC2150'TREE).  NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME AS A
 GC2150'SUITABLE LOCATION COULD NOT BE FOUND UNTIL SUCH TIME AS THE
 GC2150'CONSTRUCTION WORK IS COMPLETED, AT WHICH TIME THE STATION WILL BE
 GC2150'OCCUPIED AND THE NEW MARKS SET.  THE UNDERGROUND AND SURFACE
 GC2150'STATION MARKS ARE NOW STAMPED JENNINGS 1878 1934 1960 1965.
 GC2150'
 GC2150'NOTE- THE STATION IS PROTECTED BY HEAVY STEEL POST SET IN A TRIANGLE
 GC2150'AROUND THE MARK UNTIL SUCH TIME AS THE WORK CAN BE COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0326 ***********************************************************************
 FE0326  DESIGNATION -  JERROLDS
 FE0326  PID         -  FE0326
 FE0326  STATE/COUNTY-  TN/HARDIN
 FE0326  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0326
 FE0326                         *CURRENT SURVEY CONTROL
 FE0326  ___________________________________________________________________
 FE0326* NAD 83(1995)-  35 14 42.04064(N)    088 07 15.43542(W)     ADJUSTED  
 FE0326* NAVD 88     -       183.427  (meters)     601.79   (feet)  ADJUSTED  
 FE0326  ___________________________________________________________________
 FE0326  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FE0326  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0326  DYNAMIC HT  -         183.259 (meters)     601.24  (feet)  COMP
 FE0326  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0326
 FE0326  HORZ ORDER  -  SECOND
 FE0326  VERT ORDER  -  SECOND    CLASS 0
 FE0326
 FE0326.The horizontal coordinates were established by classical geodetic methods
 FE0326.and adjusted by the National Geodetic Survey in April 1999..
 FE0326
 FE0326.The orthometric height was determined by differential leveling
 FE0326.and adjusted by the National Geodetic Survey in June 1991..
 FE0326
 FE0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0326
 FE0326.The geoid height was determined by GEOID03.
 FE0326
 FE0326.The dynamic height is computed by dividing the NAVD 88
 FE0326.geopotential number by the normal gravity value computed on the
 FE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0326.degrees latitude (g = 980.6199 gals.).
 FE0326
 FE0326.The modeled gravity was interpolated from observed gravity values.
 FE0326
 FE0326;                    North         East     Units Scale Factor Converg.
 FE0326;SPC TN       -   103,242.724   406,975.811   MT  1.00000088   -1 14 30.1
 FE0326;SPC TN       -   338,722.17  1,335,219.81   sFT  1.00000088   -1 14 30.1
 FE0326;UTM  16      - 3,900,790.189   398,014.713   MT  0.99972818   -0 38 48.9
 FE0326
 FE0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0326!SPC TN       -   0.99997555  x   1.00000088  =   0.99997643
 FE0326!UTM  16      -   0.99997555  x   0.99972818  =   0.99970374
 FE0326
 FE0326|---------------------------------------------------------------------|
 FE0326| PID    Reference Object                     Distance      Geod. Az  |
 FE0326|                                                           dddmmss.s |
 FE0326| FE0328 JERROLDS RM 1                        33.171 METERS 02446     |
 FE0326| FE0325 JERROLDS AZ MK                                     1695946.1 |
 FE0326| FE0327 JERROLDS RM 2                        32.152 METERS 33814     |
 FE0326| FE2243 TENN ST FOREST TOWER HR 34          APPROX. 2.0 KM 3400518.2 |
 FE0326|---------------------------------------------------------------------|
 FE0326
 FE0326                          SUPERSEDED SURVEY CONTROL
 FE0326
 FE0326  NAD 83(1995)-  35 14 42.04431(N)    088 07 15.43589(W) AD(       ) 2
 FE0326  NAD 83(1995)-  35 14 42.04454(N)    088 07 15.43593(W) AD(       ) 2
 FE0326  NAD 83(1995)-  35 14 42.04691(N)    088 07 15.43618(W) AD(       ) 2
 FE0326  NAD 83(1986)-  35 14 42.04955(N)    088 07 15.43544(W) AD(       ) 2
 FE0326  NAD 27      -  35 14 41.77100(N)    088 07 15.31380(W) AD(       ) 2
 FE0326  NGVD 29 (??/??/??)  183.445  (m)          601.85   (f) ADJUSTED    2 0
 FE0326
 FE0326.Superseded values are not recommended for survey control.
 FE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0326.See file dsdata.txt to determine how the superseded data were derived.
 FE0326
 FE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9801500790(NAD 83)
 FE0326_MARKER: DS = TRIANGULATION STATION DISK
 FE0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0326_STAMPING: JERROLDS 1962
 FE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0326+STABILITY: SURFACE MOTION
 FE0326
 FE0326  HISTORY     - Date     Condition        Report By
 FE0326  HISTORY     - 1962     MONUMENTED       TNHD
 FE0326  HISTORY     - 1962     GOOD             TNHD
 FE0326  HISTORY     - 1972     GOOD             TVA
 FE0326  HISTORY     - 1976     GOOD             NGS
 FE0326
 FE0326                          STATION DESCRIPTION
 FE0326
 FE0326'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0326'THE STATION IS LOCATED ABOUT 8 MILES EAST OF SAVANNAH.
 FE0326'
 FE0326'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE0326'GO 8 MILES EAST ON STATE ROUTE 15 TO A GRAVEL ROAD LEFT LEADING TO
 FE0326'FIRE TOWER HR-34, TURN LEFT, AND GO 0.2 MILE NORTH ON GRAVEL ROAD TO
 FE0326'A TRACK ROAD LEFT, TURN LEFT, AND GO 0.1 MILE SOUTHWEST ON TRACK
 FE0326'ROAD TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0326'
 FE0326'THE STATION IS 37 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK
 FE0326'ROAD, 21 FEET NORTHWEST OF A 15-INCH TRIANGLE BLAZED OAK TREE, AND
 FE0326'11.9 FEET WEST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE
 FE0326'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED JERROLDS 1962.
 FE0326'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FE0326'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FE0326'MONUMENT.
 FE0326'
 FE0326'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE0326'TRACK ROAD AND 11 FEET EAST OF AN 8-INCH TRIANGLE BLAZED OAK TREE.
 FE0326'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FE0326'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE0326'JERROLDS RM-1 1962.
 FE0326'
 FE0326'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF A 15-INCH TRIANGLE BLAZED
 FE0326'OAK TREE AND 7 FEET NORTH OF A 5-INCH ELM TREE.  THE MARK IS A
 FE0326'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FE0326'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JERROLDS RM-2
 FE0326'1962.
 FE0326'
 FE0326'THE AZIMUTH MARK IS 28 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 FE0326'ROAD, 6 FEET NORTHWEST OF A 12-INCH OAK TREE, AND 4.7 FEET NORTH OF
 FE0326'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0326'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0326'DISK IS STAMPED JERROLDS AZI 1962.
 FE0326'
 FE0326'TO REACH THE AZIMUTH MARK FROM THE HARDIN COUNTY COURTHOUSE IN
 FE0326'SAVANNAH, GO 8 MILES EAST ON STATE ROUTE 15 TO A DIRT ROAD RIGHT,
 FE0326'TURN RIGHT, AND GO 0.1 MILE SOUTH TO THE MARK ON THE LEFT AS
 FE0326'DESCRIBED.
 FE0326'
 FE0326'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FE0326
 FE0326                          STATION RECOVERY (1962)
 FE0326
 FE0326'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0326'8 MI E FROM SAVANNAH.
 FE0326'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON
 FE0326'U.S. HIGHWAY 64 FOR 8.0 MILES TO A GRAVEL ROAD LEADING TO
 FE0326'FIRE TOWER HR-34, TURN LEFT, AND GO 0.2 MILE NORTH ON GRAVEL
 FE0326'ROAD TO A TRACK ROAD LEFT, TURN LEFT, AND GO 0.1 MILE SOUTHWEST
 FE0326'ON TRACK ROAD TO THE STATION ON THE RIGHT.  THE STATION MARK
 FE0326'IS 37 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 21 FEET
 FE0326'NORTHWEST OF A 15-INCH TRIANGLE BLAZED OAK TREE AND 11.9 FEET
 FE0326'WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0326'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0326'MONUMENT, FLUSH WITH THE GROUND.
 FE0326
 FE0326                          STATION RECOVERY (1972)
 FE0326
 FE0326'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JOG)
 FE0326'CONDITION OF POINT WHEN FOUND GOOD.
 FE0326'
 FE0326'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT JERROLDS STATION
 FE0326'MARK HWY DEPT 1962.
 FE0326'
 FE0326'DESCRIPTION SHOULD BE 0.25 MI SOUTHWEST OF TRACK RD.  OTHER
 FE0326'DESCRIPTIONS GOOD.
 FE0326'
 FE0326'REF-15.6 WEST TO 6 INCH BLOCK GUM.
 FE0326'13.0 SOUTH W. TO 8 INCH WHITE OAK.
 FE0326'1.0 SOUTH TO STEEL POST AND SIGN.
 FE0326'
 FE0326'JERROLDS RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0326'
 FE0326'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT JERROLDS RM-1.
 FE0326'
 FE0326'DESCRIPTION SHOULD BE 0.25 MI SOUTHWEST OF TRACK RD.
 FE0326'
 FE0326'OTHER DESCRIPTIONS AND REF. GOOD.
 FE0326'
 FE0326'JERROLDS AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0326'
 FE0326'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT JERROLDS AZI.
 FE0326'
 FE0326'DESCRIPTION GOOD IN BULLETIN.
 FE0326'
 FE0326'REF. 18.2 SOUTH TO 8 INCH HICKORY.
 FE0326'
 FE0326'DID NOT FIND MONUMENT BECAUSE REF. HAD BEEN DESTROYED.
 FE0326'
 FE0326'MONUMENT BELIEVE TO STILL BE THERE.  TIMBER HAS BEEN CUT.
 FE0326'
 FE0326'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 8. MI EAST OF
 FE0326'SAVANNAH HWY 64.
 FE0326
 FE0326                          STATION RECOVERY (1976)
 FE0326
 FE0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0326'NOT OCCUPIED.
 FE0326'
 FE0326'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO VARIOUS
 FE0326'CHANGES AND AN ERROR IN THE ORIGINAL DESCRIPTION A NEW ONE
 FE0326'FOLLOWS--
 FE0326'
 FE0326'THE STATION IS 37 FEET WEST OF THE CENTERLINE OF TRACK ROAD, 16 FEET
 FE0326'EAST OF A 6 INCH GUM TREE, 13 FEET NORTHEAST OF AN 8 INCH OAK TREE
 FE0326'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 FE0326'AND THE DISK IS STAMPED JERROLDS 1962.
 FE0326'
 FE0326'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE AT SAVANNAH,
 FE0326'GO EAST ON U.S. HIGHWAY 64 FOR 8.0 MILES TO A ROAD LEFT.  TURN LEFT
 FE0326'AND GO NORTH ON ROAD TO FIRE TOWER 0.2 MILE OT A TRACK ROAD LEFT.
 FE0326'TURN LEFT AND GO 0.25 MILE TO THE STATION ON THE RIGHT.  (THIS IS
 FE0326'0.15 MILE SOUTHWEST OF AND LOWER IN ELEVATION THAT THE HIGHEST
 FE0326'POINT OF THE HILL).
 FE0326'
 FE0326'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 35
 FE0326'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 14 FEET
 FE0326'NORTHEAST OF A 12 INCH OAK TREE AND 4 FEET EAST OF A 6 INCH GUM
 FE0326'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE0326'JERROLDS RM-1 1962.
 FE0326'
 FE0326'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 6 FEET
 FE0326'NORTHEAST OF A 6 INCH OAK TREE AND 13 FEET SOUTH OF A 12 INCH OAK
 FE0326'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE0326'JERROLDS RM-2 1962.
 FE0326'
 FE0326'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 28 FEET EAST
 FE0326'OF CENTERLINE OF PAVED ROAD, 6 FEET NORTHWEST OF A 14 INCH OAK TREE,
 FE0326'AND 5 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 FE0326'AND THE DISK IS STAMPED JERROLDS 1962.
 FE0326'
 FE0326'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE, GO EAST ON HIGHWAY
 FE0326'64 FOR 7.9 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON PAVED
 FE0326'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE0326'
 FE0326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 FE0326'EAST OF SAVANNAH.
 FE0326'
 FE0326'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0325 ***********************************************************************
 FE0325  DESIGNATION -  JERROLDS AZ MK
 FE0325  PID         -  FE0325
 FE0325  STATE/COUNTY-  TN/HARDIN
 FE0325  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0325
 FE0325                         *CURRENT SURVEY CONTROL
 FE0325  ___________________________________________________________________
 FE0325* NAD 83(1986)-  35 14 41.     (N)    088 07 15.     (W)     SCALED    
 FE0325* NAVD 88     -       159.729  (meters)     524.04   (feet)  ADJUSTED  
 FE0325  ___________________________________________________________________
 FE0325  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0325  DYNAMIC HT  -         159.583 (meters)     523.57  (feet)  COMP
 FE0325  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0325
 FE0325  VERT ORDER  -  SECOND    CLASS 0
 FE0325
 FE0325.The horizontal coordinates were scaled from a topographic map and have
 FE0325.an estimated accuracy of +/- 6 seconds.
 FE0325
 FE0325.The orthometric height was determined by differential leveling
 FE0325.and adjusted by the National Geodetic Survey in June 1991..
 FE0325
 FE0325.The geoid height was determined by GEOID03.
 FE0325
 FE0325.The dynamic height is computed by dividing the NAVD 88
 FE0325.geopotential number by the normal gravity value computed on the
 FE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0325.degrees latitude (g = 980.6199 gals.).
 FE0325
 FE0325.The modeled gravity was interpolated from observed gravity values.
 FE0325
 FE0325;                    North         East    Units  Estimated Accuracy
 FE0325;SPC TN       -   103,210.      406,990.      MT  (+/- 180 meters Scaled)
 FE0325
 FE0325                          SUPERSEDED SURVEY CONTROL
 FE0325
 FE0325  NGVD 29 (??/??/??)  159.747  (m)          524.10   (f) ADJUSTED    2 0
 FE0325
 FE0325.Superseded values are not recommended for survey control.
 FE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0325.See file dsdata.txt to determine how the superseded data were derived.
 FE0325
 FE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE980007(NAD 83)
 FE0325_MARKER: DZ = AZIMUTH MARK DISK
 FE0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0325_STAMPING: JERROLDS AZI 1962
 FE0325_MARK LOGO: TNHD  
 FE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0325+STABILITY: SURFACE MOTION
 FE0325
 FE0325  HISTORY     - Date     Condition        Report By
 FE0325  HISTORY     - 1962     MONUMENTED       TNHD
 FE0325
 FE0325                          STATION DESCRIPTION
 FE0325
 FE0325'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0325'8 MI E FROM SAVANNAH.
 FE0325'FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH, GO EAST ON U.S.
 FE0325'HIGHWAY 64 FOR 8 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT, AND
 FE0325'GO 0.1 MILE SOUTH TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FE0325'IS 28 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 6 FEET
 FE0325'NORTHWEST OF A 12-INCH OAK TREE AND 4.7 FEET NORTH OF A WITNESS
 FE0325'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0325'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FE0325'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0328 ***********************************************************************
 FE0328  DESIGNATION -  JERROLDS RM 1
 FE0328  PID         -  FE0328
 FE0328  STATE/COUNTY-  TN/HARDIN
 FE0328  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0328
 FE0328                         *CURRENT SURVEY CONTROL
 FE0328  ___________________________________________________________________
 FE0328* NAD 83(1986)-  35 14 48.     (N)    088 07 11.     (W)     SCALED    
 FE0328* NAVD 88     -       185.415  (meters)     608.32   (feet)  ADJUSTED  
 FE0328  ___________________________________________________________________
 FE0328  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0328  DYNAMIC HT  -         185.246 (meters)     607.76  (feet)  COMP
 FE0328  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0328
 FE0328  VERT ORDER  -  SECOND    CLASS 0
 FE0328
 FE0328.The horizontal coordinates were scaled from a topographic map and have
 FE0328.an estimated accuracy of +/- 6 seconds.
 FE0328
 FE0328.The orthometric height was determined by differential leveling
 FE0328.and adjusted by the National Geodetic Survey in June 1991..
 FE0328
 FE0328.The geoid height was determined by GEOID03.
 FE0328
 FE0328.The dynamic height is computed by dividing the NAVD 88
 FE0328.geopotential number by the normal gravity value computed on the
 FE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0328.degrees latitude (g = 980.6199 gals.).
 FE0328
 FE0328.The modeled gravity was interpolated from observed gravity values.
 FE0328
 FE0328;                    North         East    Units  Estimated Accuracy
 FE0328;SPC TN       -   103,420.      407,090.      MT  (+/- 180 meters Scaled)
 FE0328
 FE0328                          SUPERSEDED SURVEY CONTROL
 FE0328
 FE0328  NGVD 29 (??/??/??)  185.433  (m)          608.37   (f) ADJUSTED    2 0
 FE0328
 FE0328.Superseded values are not recommended for survey control.
 FE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0328.See file dsdata.txt to determine how the superseded data were derived.
 FE0328
 FE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE981009(NAD 83)
 FE0328_MARKER: DR = REFERENCE MARK DISK
 FE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0328_STAMPING: JERROLDS RM-1 1962
 FE0328_MARK LOGO: TNHD  
 FE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0328+STABILITY: SURFACE MOTION
 FE0328
 FE0328  HISTORY     - Date     Condition        Report By
 FE0328  HISTORY     - 1962     MONUMENTED       TNHD
 FE0328
 FE0328                          STATION DESCRIPTION
 FE0328
 FE0328'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0328'8 MI E FROM SAVANNAH.
 FE0328'THIS MARK IS LOCATED AT THE JERROLDS 1962 STATION SITE, 38 FEET
 FE0328'WEST OF THE CENTERLINE OF A TRACK ROAD, 11 FEET EAST OF A TRIANGLE
 FE0328'BLAZED OAK TREE AND 109 FEET NORTH OF THE STATION.  THE MARK
 FE0328'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FE0328'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0327 ***********************************************************************
 FE0327  DESIGNATION -  JERROLDS RM 2
 FE0327  PID         -  FE0327
 FE0327  STATE/COUNTY-  TN/HARDIN
 FE0327  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0327
 FE0327                         *CURRENT SURVEY CONTROL
 FE0327  ___________________________________________________________________
 FE0327* NAD 83(1986)-  35 14 48.     (N)    088 07 11.     (W)     SCALED    
 FE0327* NAVD 88     -       183.565  (meters)     602.25   (feet)  ADJUSTED  
 FE0327  ___________________________________________________________________
 FE0327  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0327  DYNAMIC HT  -         183.397 (meters)     601.70  (feet)  COMP
 FE0327  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0327
 FE0327  VERT ORDER  -  SECOND    CLASS 0
 FE0327
 FE0327.The horizontal coordinates were scaled from a topographic map and have
 FE0327.an estimated accuracy of +/- 6 seconds.
 FE0327
 FE0327.The orthometric height was determined by differential leveling
 FE0327.and adjusted by the National Geodetic Survey in June 1991..
 FE0327
 FE0327.The geoid height was determined by GEOID03.
 FE0327
 FE0327.The dynamic height is computed by dividing the NAVD 88
 FE0327.geopotential number by the normal gravity value computed on the
 FE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0327.degrees latitude (g = 980.6199 gals.).
 FE0327
 FE0327.The modeled gravity was interpolated from observed gravity values.
 FE0327
 FE0327;                    North         East    Units  Estimated Accuracy
 FE0327;SPC TN       -   103,420.      407,090.      MT  (+/- 180 meters Scaled)
 FE0327
 FE0327                          SUPERSEDED SURVEY CONTROL
 FE0327
 FE0327  NGVD 29 (??/??/??)  183.583  (m)          602.31   (f) ADJUSTED    2 0
 FE0327
 FE0327.Superseded values are not recommended for survey control.
 FE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0327.See file dsdata.txt to determine how the superseded data were derived.
 FE0327
 FE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE981009(NAD 83)
 FE0327_MARKER: DR = REFERENCE MARK DISK
 FE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0327_STAMPING: JERROLDS RM-2 1962
 FE0327_MARK LOGO: TNHD  
 FE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0327+STABILITY: SURFACE MOTION
 FE0327
 FE0327  HISTORY     - Date     Condition        Report By
 FE0327  HISTORY     - 1962     MONUMENTED       TNHD
 FE0327
 FE0327                          STATION DESCRIPTION
 FE0327
 FE0327'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0327'8 MI E FROM SAVANNAH.
 FE0327'THIS MARK IS LOCATED AT THE JERROLDS 1962 STATION SITE, 21
 FE0327'FEET SOUTH OF A TRIANGLE BLAZED OAK TREE, 7 FEET NORTH OF A
 FE0327'5-INCH ELM TREE AND 105 FEET NORTHWEST OF THE STATION.  THE
 FE0327'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0327'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2166 ***********************************************************************
 FF2166  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2166  DESIGNATION -  JJJ
 FF2166  PID         -  FF2166
 FF2166  STATE/COUNTY-  TN/SHELBY
 FF2166  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2166
 FF2166                         *CURRENT SURVEY CONTROL
 FF2166  ___________________________________________________________________
 FF2166* NAD 83(1995)-  35 01 25.01272(N)    090 02 56.67349(W)     ADJUSTED  
 FF2166* NAVD 88     -        83.23   (meters)     273.1    (feet)  GPS OBS   
 FF2166  ___________________________________________________________________
 FF2166  X           -      -4,478.807 (meters)                     COMP
 FF2166  Y           -  -5,228,967.561 (meters)                     COMP
 FF2166  Z           -   3,640,044.701 (meters)                     COMP
 FF2166  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FF2166  ELLIP HEIGHT-          55.87  (meters)          (04/05/04) GPS OBS
 FF2166  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF2166
 FF2166  HORZ ORDER  -  B
 FF2166  ELLP ORDER  -  THIRD     CLASS I
 FF2166
 FF2166.The horizontal coordinates were established by GPS observations
 FF2166.and adjusted by the National Geodetic Survey in April 2004..
 FF2166
 FF2166.The orthometric height was determined by GPS observations and a
 FF2166.high-resolution geoid model using precise GPS observation and
 FF2166.processing techniques. It supersedes the leveled height previously
 FF2166.determined for this station.
 FF2166
 FF2166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2166
 FF2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2166
 FF2166.The ellipsoidal height was determined by GPS observations
 FF2166.and is referenced to NAD 83.
 FF2166
 FF2166.The geoid height was determined by GEOID03.
 FF2166
 FF2166;                    North         East     Units Scale Factor Converg.
 FF2166;SPC TN       -    84,231.546   230,561.295   MT  1.00004766   -2 22 13.8
 FF2166;SPC TN       -   276,349.66    756,433.18   sFT  1.00004766   -2 22 13.8
 FF2166;UTM  15      - 3,879,643.091   769,240.263   MT  1.00049351   +1 41 40.5
 FF2166;UTM  16      - 3,879,912.533   221,801.563   MT  1.00055396   -1 45 03.7
 FF2166
 FF2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2166!SPC TN       -   0.99999123  x   1.00004766  =   1.00003889
 FF2166!UTM  15      -   0.99999123  x   1.00049351  =   1.00048474
 FF2166!UTM  16      -   0.99999123  x   1.00055396  =   1.00054519
 FF2166
 FF2166                          SUPERSEDED SURVEY CONTROL
 FF2166
 FF2166  NAVD 88 (08/15/95)   83.247  (m)          273.12   (f) ADJUSTED    1 2
 FF2166
 FF2166.Superseded values are not recommended for survey control.
 FF2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2166.See file dsdata.txt to determine how the superseded data were derived.
 FF2166
 FF2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6924079643(NAD 83)
 FF2166_MARKER: DD = SURVEY DISK
 FF2166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF2166_SP_SET: METAL PIPE IN CONCRETE
 FF2166_STAMPING: JJJ JJJ
 FF2166_MARK LOGO: MLGW  
 FF2166_PROJECTION: RECESSED 1 CENTIMETERS
 FF2166_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2166+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2166_ROD/PIPE-DEPTH: 1.00 meters
 FF2166
 FF2166  HISTORY     - Date     Condition        Report By
 FF2166  HISTORY     - 1992     MONUMENTED       MLGW
 FF2166  HISTORY     - 19920116 GOOD             NGS
 FF2166  HISTORY     - 19920402 GOOD             JCLS
 FF2166  HISTORY     - 19960620 GOOD             TN1620
 FF2166  HISTORY     - 20020402 GOOD             JCLS
 FF2166  HISTORY     - 20020411 GOOD             USACE
 FF2166  HISTORY     - 20030701 GOOD             EMCINC
 FF2166
 FF2166                          STATION DESCRIPTION
 FF2166
 FF2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2166'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF2166'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 3.4 KM (2.10 MI) EAST
 FF2166'ALONG COUNTY ROAD 175 (SHELBY DRIVE), THENCE 0.3 NORTHERLY ALONG
 FF2166'HODGE ROAD, A WELDED POINT ON A PIPE CAP ATTACHED TO A 2-INCH
 FF2166'GALVANIZED PIPE, 60.8 M (199.5 FT) EAST OF THE CENTER OF 3 DOORS AT
 FF2166'THE MAIN ENTRANCE TO THE WESTHAVEN ELEMENTARY SCHOOL AT 4585 HODGE
 FF2166'ROAD, 28.1 M (92.2 FT) WEST OF THE CENTER OF THE ROAD, 17.1 M
 FF2166'(56.1 FT) NORTH OF THE NORTH EDGE OF THE MOST NORTHERLY OF 2
 FF2166'STAIRWAYS LEADING TO THE SCHOOL, 16.9 M (55.4 FT) SOUTH-SOUTHEAST OF
 FF2166'A 15-INCH PIN OAK TREE, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE ROAD,
 FF2166'3.1 M (10.2 FT) EAST OF THE MOST SOUTHERLY OF 2 LEGS FOR A SIGN
 FF2166'(WESTHAVEN ELEM MEMPHIS CITY SCHOOLS), AND THE MONUMENT IS RECESSED
 FF2166'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THE STAMPING IS
 FF2166'JJJ JJJ.
 FF2166
 FF2166                          STATION RECOVERY (1992)
 FF2166
 FF2166'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY)
 FF2166'CONTACT SCHOOL PRINCIPAL, BARBARA THOMPSON (901) 789 8202, PRIOR TO
 FF2166'OCCUPYING THIS MONUMENT.
 FF2166
 FF2166                          STATION RECOVERY (1996)
 FF2166
 FF2166'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FF2166'RECOVERED IN GOOD CONDITION.
 FF2166
 FF2166                          STATION RECOVERY (2002)
 FF2166
 FF2166'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FF2166'RECOVERED IN GOOD CONDITION.
 FF2166
 FF2166                          STATION RECOVERY (2002)
 FF2166
 FF2166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2166'RECOVERED IN GOOD CONDITION.
 FF2166
 FF2166                          STATION RECOVERY (2003)
 FF2166
 FF2166'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2166'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2768 ***********************************************************************
 GC2768  DESIGNATION -  JLM 1
 GC2768  PID         -  GC2768
 GC2768  STATE/COUNTY-  TN/MONTGOMERY
 GC2768  USGS QUAD   -  OAK GROVE (1982)
 GC2768
 GC2768                         *CURRENT SURVEY CONTROL
 GC2768  ___________________________________________________________________
 GC2768* NAD 83(1995)-  36 37 30.92588(N)    087 26 29.87592(W)     ADJUSTED  
 GC2768* NAVD 88     -       156.4    (meters)     513.     (feet)  GPS OBS   
 GC2768  ___________________________________________________________________
 GC2768  X           -     228,765.775 (meters)                     COMP
 GC2768  Y           -  -5,119,905.409 (meters)                     COMP
 GC2768  Z           -   3,784,174.571 (meters)                     COMP
 GC2768  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GC2768  ELLIP HEIGHT-         126.86  (meters)          (09/07/94) GPS OBS
 GC2768  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2768
 GC2768  HORZ ORDER  -  A
 GC2768  ELLP ORDER  -  THIRD     CLASS I
 GC2768
 GC2768.The horizontal coordinates were established by GPS observations
 GC2768.and adjusted by the National Geodetic Survey in September 1994..
 GC2768
 GC2768.The orthometric height was determined by GPS observations and a
 GC2768.high-resolution geoid model.
 GC2768
 GC2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2768
 GC2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2768
 GC2768.The ellipsoidal height was determined by GPS observations
 GC2768.and is referenced to NAD 83.
 GC2768
 GC2768.The geoid height was determined by GEOID03.
 GC2768
 GC2768;                    North         East     Units Scale Factor Converg.
 GC2768;SPC TN       -   255,245.927   471,049.956   MT  1.00004365   -0 50 38.4
 GC2768;SPC TN       -   837,419.35  1,545,436.40   sFT  1.00004365   -0 50 38.4
 GC2768;SPC KY1Z     - 1,033,772.221 1,348,676.220   MT  1.00014105   -1 02 18.9
 GC2768;SPC KY1Z     - 3,391,634.36  4,424,781.90   sFT  1.00014105   -1 02 18.9
 GC2768;SPC KY S     -   533,750.665   348,694.126   MT  1.00002137   -1 01 33.3
 GC2768;SPC KY S     - 1,751,146.97  1,144,007.31   sFT  1.00002137   -1 01 33.3
 GC2768;UTM  16      - 4,053,393.035   460,513.195   MT  0.99961921   -0 15 48.5
 GC2768
 GC2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2768!SPC TN       -   0.99998009  x   1.00004365  =   1.00002374
 GC2768!SPC KY1Z     -   0.99998009  x   1.00014105  =   1.00012114
 GC2768!SPC KY S     -   0.99998009  x   1.00002137  =   1.00000146
 GC2768!UTM  16      -   0.99998009  x   0.99961921  =   0.99959931
 GC2768
 GC2768                          SUPERSEDED SURVEY CONTROL
 GC2768
 GC2768.No superseded survey control is available for this station.
 GC2768
 GC2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6051353393(NAD 83)
 GC2768_MARKER: DD = SURVEY DISK
 GC2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2768_SP_SET: CONCRETE POST
 GC2768_STAMPING: JLM 1
 GC2768_MARK LOGO: NONE  
 GC2768_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2768+STABILITY: SURFACE MOTION
 GC2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2768+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1994
 GC2768
 GC2768  HISTORY     - Date     Condition        Report By
 GC2768  HISTORY     - 1994     MONUMENTED       TNDPW
 GC2768  HISTORY     - 19940318 GOOD             NGS
 GC2768
 GC2768                          STATION DESCRIPTION
 GC2768
 GC2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GC2768'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF
 GC2768'CLARKSVILLE, TN. 3.0 MI (4.8 KM) SOUTHWEST OF OAK GROVE, KY., 1.0 MI
 GC2768'(1.6 KM) SOUTH OF THE KENTUCKY/TENNESSEE STATE LINE AND ON FORT
 GC2768'CAMPBELL MILITARY RESERVATION.  OWNERSHIP--U.S. GOVERNMENT, CONTACT
 GC2768'TOM HARSBARGER. OFFICE PHONE 502-798-2623, MOBILE PHONE 615-553-7410
 GC2768'OR JENNIFER MASTROVITO AT 502-798-2877 OR 2616, MAILING
 GC2768'ADDRESS--DIRECTOR OF PUBLIC WORKS, DPW ENVIRONMENTAL DIVISION,
 GC2768'ATTN-AFZB-DPW-E-CN, BUILDING 865, 16TH STREET, FORT CAMPBELL, KY
 GC2768'42223-5130.
 GC2768'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 24 AND
 GC2768'U.S. HIGHWAY 41 ALTERNANT (EXIT 86) WHICH IS LOCATED ABOUT 4.0 MI
 GC2768'(6.4 KM) NORTH OF THE KENTUCKY/TENNESSEE STATE LINE, GO SOUTH ON U.S.
 GC2768'HIGHWAY 41 A FOR 4.3 MI (6.9 KM) TO SIDE ROAD RIGHT (GATE 4 ENTRANCE
 GC2768'TO FORT CAMPBELL), TURN RIGHT, GO WEST FOR 0.1 MI (0.2 KM) TO A GUARD
 GC2768'HOUSE. PASS THROUGH, CONTINUE WEST FOR 0.55 MI (0.89 KM) ON CHAFFEE
 GC2768'ROAD TO OHIO AVENUE, TURN LEFT, SOUTH ON OHIO AVENUE FOR 1.1 MI
 GC2768'(1.8 KM) TO A PAVED ROAD ON THE LEFT, ABOUT 150 FT (45.7 M) SOUTH OF
 GC2768'11TH STREET AND A OPEN AREA, TURN ROGHT, GO WEST ACROSS A GRASSY OPEN
 GC2768'AREA FOR 0.1 MI (0.2 KM) TO A SLIGHT HILL AND THE STATION.
 GC2768'THE STATION IS RECESSED 10 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 GC2768'469.0 FT (143.0 M) NORTH FROM THE CENTER OF 7TH STREET, ALMOST AT THE
 GC2768'INTERSECTION WITH MASSACHUSETTS AVENUE, 446.0 FT (135.9 M) WEST FROM
 GC2768'THE CENTER OF OHIO AVENUE, 445.0 FT (135.6 M) SOUTH FROM THE CENTER
 GC2768'OF 11TH STREET AND 414.0 FT (126.2 M) EAST FROM THE CENTER OF ALASKA
 GC2768'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1116 ***********************************************************************
 GA1116  DESIGNATION -  JMO 685
 GA1116  PID         -  GA1116
 GA1116  STATE/COUNTY-  TN/HAWKINS
 GA1116  USGS QUAD   -  STONY POINT (1971)
 GA1116
 GA1116                         *CURRENT SURVEY CONTROL
 GA1116  ___________________________________________________________________
 GA1116* NAD 83(1986)-  36 28 15.     (N)    082 51 06.     (W)     SCALED    
 GA1116* NAVD 88     -       345.521  (meters)    1133.60   (feet)  ADJUSTED  
 GA1116  ___________________________________________________________________
 GA1116  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1116  DYNAMIC HT  -         345.208 (meters)    1132.57  (feet)  COMP
 GA1116  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GA1116
 GA1116  VERT ORDER  -  SECOND    CLASS 0
 GA1116
 GA1116.The horizontal coordinates were scaled from a topographic map and have
 GA1116.an estimated accuracy of +/- 6 seconds.
 GA1116
 GA1116.The orthometric height was determined by differential leveling
 GA1116.and adjusted by the National Geodetic Survey in June 1991..
 GA1116
 GA1116.The geoid height was determined by GEOID03.
 GA1116
 GA1116.The dynamic height is computed by dividing the NAVD 88
 GA1116.geopotential number by the normal gravity value computed on the
 GA1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1116.degrees latitude (g = 980.6199 gals.).
 GA1116
 GA1116.The modeled gravity was interpolated from observed gravity values.
 GA1116
 GA1116;                    North         East    Units  Estimated Accuracy
 GA1116;SPC TN       -   241,700.      882,120.      MT  (+/- 180 meters Scaled)
 GA1116
 GA1116                          SUPERSEDED SURVEY CONTROL
 GA1116
 GA1116  NGVD 29 (??/??/92)  345.701  (m)         1134.19   (f) ADJ UNCH    2 0
 GA1116
 GA1116.Superseded values are not recommended for survey control.
 GA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1116.See file dsdata.txt to determine how the superseded data were derived.
 GA1116
 GA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA341377(NAD 83)
 GA1116_MARKER: DD = SURVEY DISK
 GA1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1116_SP_SET: BRIDGE
 GA1116_STAMPING: JMO 685 1957
 GA1116_MARK LOGO: TVA   
 GA1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1116
 GA1116  HISTORY     - Date     Condition        Report By
 GA1116  HISTORY     - 1957     MONUMENTED       TVA
 GA1116  HISTORY     - 1964     GOOD             TNHD
 GA1116
 GA1116                          STATION DESCRIPTION
 GA1116
 GA1116'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1116'AT SURGOINSVILLE.
 GA1116'FROM THE POST OFFICE IN SURGOINSVILLE, GO EASTERLY ON U.S.
 GA1116'HIGHWAY 11W 0.2 MILE TO THE MARK ON THE LEFT.  THE MARK IS IN
 GA1116'THE SURGOINSVILLE CREEK BRIDGE IN THE NORTH END OF THE EAST
 GA1116'ABUTMENT.  THE MARK IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A
 GA1116'DRILLED HOLE IN THE NORTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1656 ***********************************************************************
 FD1656  CBN         -  This is a Cooperative Base Network Control Station.
 FD1656  DESIGNATION -  JMR STA 11178 GSS
 FD1656  PID         -  FD1656
 FD1656  STATE/COUNTY-  TN/GILES
 FD1656  USGS QUAD   -  BRICK CHURCH (1981)
 FD1656
 FD1656                         *CURRENT SURVEY CONTROL
 FD1656  ___________________________________________________________________
 FD1656* NAD 83(1995)-  35 15 42.82959(N)    086 55 56.90001(W)     ADJUSTED  
 FD1656* NAVD 88     -       326.3    (meters)    1071.     (feet)  VERTCON   
 FD1656  ___________________________________________________________________
 FD1656  X           -     279,013.552 (meters)                     COMP
 FD1656  Y           -  -5,206,479.944 (meters)                     COMP
 FD1656  Z           -   3,661,802.131 (meters)                     COMP
 FD1656  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FD1656  ELLIP HEIGHT-         298.63  (meters)          (04/12/99) GPS OBS
 FD1656  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD1656
 FD1656  HORZ ORDER  -  B
 FD1656  ELLP ORDER  -  FOURTH    CLASS I
 FD1656
 FD1656.The horizontal coordinates were established by GPS observations
 FD1656.and adjusted by the National Geodetic Survey in April 1999..
 FD1656
 FD1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1656
 FD1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1656
 FD1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1656
 FD1656.The ellipsoidal height was determined by GPS observations
 FD1656.and is referenced to NAD 83.
 FD1656
 FD1656.The geoid height was determined by GEOID03.
 FD1656
 FD1656;                    North         East     Units Scale Factor Converg.
 FD1656;SPC TN       -   103,428.694   515,149.890   MT  0.99999792   -0 32 45.3
 FD1656;SPC TN       -   339,332.31  1,690,120.93   sFT  0.99999792   -0 32 45.3
 FD1656;UTM  16      - 3,902,089.176   506,142.324   MT  0.99960046   +0 02 20.3
 FD1656
 FD1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1656!SPC TN       -   0.99995313  x   0.99999792  =   0.99995105
 FD1656!UTM  16      -   0.99995313  x   0.99960046  =   0.99955361
 FD1656
 FD1656                          SUPERSEDED SURVEY CONTROL
 FD1656
 FD1656  NAD 83(1995)-  35 15 42.83050(N)    086 55 56.90048(W) AD(       ) B
 FD1656  ELLIP H (09/07/90)  298.60   (m)                       GP(       ) 4 1
 FD1656  NGVD 29 (09/07/90)  326.3    (m)         1071.     (f) GPS OBS        
 FD1656
 FD1656.Superseded values are not recommended for survey control.
 FD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1656.See file dsdata.txt to determine how the superseded data were derived.
 FD1656
 FD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0614202089(NAD 83)
 FD1656_MARKER: DD = SURVEY DISK
 FD1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1656_STAMPING: JMR STA 11178 1982 CSS
 FD1656_MARK LOGO: DOD   
 FD1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1656+STABILITY: SURFACE MOTION
 FD1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1656+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FD1656
 FD1656  HISTORY     - Date     Condition        Report By
 FD1656  HISTORY     - 1987     MONUMENTED       DMA
 FD1656
 FD1656                          STATION DESCRIPTION
 FD1656
 FD1656'DESCRIBED BY DEFENSE MAP AGENCY 1987 (SNB)
 FD1656'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 FD1656'SOUTHWEST OF THE JUNCTION OF INTERSTATE 65 AND U.S. HIGHWAY 31A,
 FD1656'14.5 KM (9 MI) NORTHEAST OF PULASKI, AT BRICK CHURCH LOOKOUT TOWER.
 FD1656'OWNERSHIP--STATE OF TENNESSEE
 FD1656'
 FD1656'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 AND U.S.
 FD1656'HIGHWAY 31A, ABOUT 17.7 KM (11 MI) NORTHEAST OF PULASKI, GO
 FD1656'SOUTHWEST FOR 6.8 KM (4.2 MI) ON U.S. HIGHWAY 31A TO THE JUNCTION
 FD1656'OF A DIRT ROAD ON THE RIGHT.
 FD1656'TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON THE DIRT ROAD TO
 FD1656'BRICK CHURCH LOOKOUT TOWER AND THE STATION ON THE RIGHT, (NORTH).
 FD1656'
 FD1656'THE STATION IS A STANDARD DMA DISK
 FD1656'STAMPED---JMR STA 11178 1982 GSS---,
 FD1656'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FD1656'38 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FD1656'9.94 METERS (32.61 FT) NORTH FROM THE CENTER OF THE DIRT ROAD,
 FD1656'15 METERS (49.2 FT) SOUTH FROM THE SOUTHEAST TOWER SUPPORT BASE,
 FD1656'2.17 METERS (7.12 FT) WEST FROM A FENCE RUNNING NORTH-SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0869 ***********************************************************************
 GC0869  DESIGNATION -  JOELTON
 GC0869  PID         -  GC0869
 GC0869  STATE/COUNTY-  TN/DAVIDSON
 GC0869  USGS QUAD   -  FOREST GROVE (1994)
 GC0869
 GC0869                         *CURRENT SURVEY CONTROL
 GC0869  ___________________________________________________________________
 GC0869* NAD 83(1995)-  36 19 22.85830(N)    086 54 39.23857(W)     ADJUSTED  
 GC0869* NAVD 88     -       249.231  (meters)     817.69   (feet)  ADJUSTED  
 GC0869  ___________________________________________________________________
 GC0869  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC0869  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0869  DYNAMIC HT  -         249.016 (meters)     816.98  (feet)  COMP
 GC0869  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0869
 GC0869  HORZ ORDER  -  THIRD
 GC0869  VERT ORDER  -  SECOND    CLASS 0
 GC0869
 GC0869.The horizontal coordinates were established by classical geodetic methods
 GC0869.and adjusted by the National Geodetic Survey in April 1999..
 GC0869
 GC0869.The orthometric height was determined by differential leveling
 GC0869.and adjusted by the National Geodetic Survey in June 1991..
 GC0869
 GC0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0869
 GC0869.The geoid height was determined by GEOID03.
 GC0869
 GC0869.The dynamic height is computed by dividing the NAVD 88
 GC0869.geopotential number by the normal gravity value computed on the
 GC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0869.degrees latitude (g = 980.6199 gals.).
 GC0869
 GC0869.The modeled gravity was interpolated from observed gravity values.
 GC0869
 GC0869;                    North         East     Units Scale Factor Converg.
 GC0869;SPC TN       -   221,137.384   518,208.599   MT  0.99998473   -0 31 59.8
 GC0869;SPC TN       -   725,514.90  1,700,156.05   sFT  0.99998473   -0 31 59.8
 GC0869;UTM  16      - 4,019,780.322   507,997.532   MT  0.99960079   +0 03 10.0
 GC0869
 GC0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0869!SPC TN       -   0.99996550  x   0.99998473  =   0.99995023
 GC0869!UTM  16      -   0.99996550  x   0.99960079  =   0.99956631
 GC0869
 GC0869|---------------------------------------------------------------------|
 GC0869| PID    Reference Object                     Distance      Geod. Az  |
 GC0869|                                                           dddmmss.s |
 GC0869| GC0871 JOELTON RM 1                         26.676 METERS 05120     |
 GC0869| GC0870 JOELTON RM 2                         27.305 METERS 12205     |
 GC0869| CG6202 25035                                              2995331.8 |
 GC0869|---------------------------------------------------------------------|
 GC0869
 GC0869                          SUPERSEDED SURVEY CONTROL
 GC0869
 GC0869  NAD 83(1995)-  36 19 22.85979(N)    086 54 39.24025(W) AD(       ) 3
 GC0869  NAD 83(1995)-  36 19 22.86232(N)    086 54 39.24183(W) AD(       ) 3
 GC0869  NAD 83(1986)-  36 19 22.86824(N)    086 54 39.24179(W) AD(       ) 3
 GC0869  NAD 27      -  36 19 22.68200(N)    086 54 39.24300(W) AD(       ) 3
 GC0869  NGVD 29 (??/??/92)  249.278  (m)          817.84   (f) ADJ UNCH    2 0
 GC0869
 GC0869.Superseded values are not recommended for survey control.
 GC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0869.See file dsdata.txt to determine how the superseded data were derived.
 GC0869
 GC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0799819780(NAD 83)
 GC0869_MARKER: DD = SURVEY DISK
 GC0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0869_STAMPING: JOELTON 1965
 GC0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0869+STABILITY: SURFACE MOTION
 GC0869
 GC0869  HISTORY     - Date     Condition        Report By
 GC0869  HISTORY     - 1953     MONUMENTED       CGS
 GC0869  HISTORY     - 1965     GOOD             CGS
 GC0869  HISTORY     - 1965     GOOD             CGS
 GC0869
 GC0869                          STATION DESCRIPTION
 GC0869
 GC0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC0869'STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 41A AND OLD
 GC0869'CLARKSVILLE PIKE, ABOUT 2-1/2 MILES WEST OF JOELTON AND ON PROPERTY
 GC0869'OWNED BY THOMAS R. SIMMONS.  IT IS 99 FEET WEST OF THE INTERSECTION,
 GC0869'44 FEET SOUTH OF THE CENTER OF HIGHWAY 41A AND 28 FEET NORTH OF
 GC0869'THE CENTER OF OLD CLARKSVILLE PIKE.  THE MARK IS FLUSH AND THE DISK
 GC0869'IS STAMPED JOELTON 1953.
 GC0869'
 GC0869'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF A FENCE LINE AND 2 FEET EAST
 GC0869'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 GC0869'DISK IS STAMPED JOELTON NO 1 1953.
 GC0869'
 GC0869'REFERENCE MARK NO. 2 IS 40 FEET SOUTHEAST OF THE INTERSECTION, 14
 GC0869'FEET NORTH OF A FENCE LINE AND 2 FEET SOUTHWEST OF A POWER LINE
 GC0869'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JOELTON NO
 GC0869'2 1953.
 GC0869'
 GC0869'NO. 25035 (TENN. GEOD. S) WAS USED AS AN AZIMUTH MARK.  IT IS 48 FEET
 GC0869'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 31 FEET SOUTHWEST
 GC0869'OF U.S. HIGHWAY 41A.  THE MARK IS A 4 X 4 INCH CONCRETE POST THAT
 GC0869'PROJECTS 2 INCHES WITH A STANDARD USC AND GS AND SS DISK STAMPED
 GC0869'STATION NO. 25035.
 GC0869'
 GC0869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND OLD
 GC0869'CLARKSVILLE PIKE IN JOELTON, GO NORTHWEST ON OLD CLARKSVILLE
 GC0869'PIKE FOR 1.55 MILE TO THE JUNCTION OF U.S. HIGHWAY 41A, TURN RIGHT
 GC0869'AND GO NORTHWEST ON HIGHWAY 41A FOR 01.0 TO THE JUNCTION WITH
 GC0869'OLD CLARKSVILLE PIKE AND THE STATION AS DESCRIBED.
 GC0869'
 GC0869'TO REACH NO. 25035 (TENN. GEOD. S) FROM THE STATION, GO NORTHWEST ON
 GC0869'U.S. HIGHWAY 41A FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 GC0869'DESCRIBED.
 GC0869'
 GC0869'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC0869
 GC0869                          STATION RECOVERY (1965)
 GC0869
 GC0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC0869'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 GC0869'GOOD CONDITION AS DESCRIBED.  DUE TO EXCAVATION AND PAVING FOR THE
 GC0869'DRIVE AT A GARAGE, NO. 25035 (TENN. GEOD. S.), WHICH HAD SERVED AS
 GC0869'THE AZIMUTH MARK, COULD NOT BE FOUND AND IS PRESUMED LOST.
 GC0869'
 GC0869'NO SIGNAL WAS BUILT AT THIS TIME SINCE THE STATION MARK IS NOW UNDER
 GC0869'OVERHEAD POWER LINES.  NO OTHER STATIONS ARE VISIBLE FROM THE
 GC0869'GROUND, THEREFORE, A NEW AZIMUTH MARK WAS NOT ESTABLISHED.
 GC0869
 GC0869                          STATION RECOVERY (1965)
 GC0869
 GC0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GC0869'2.5 MI W FROM JOELTON.
 GC0869'FROM THE POST OFFICE IN JOELTON, GO 1.45 MILES NORTHWESTERLY
 GC0869'ON OLD CLARKSVILLE PIKE TO THE JUNCTION OF U.S. HIGHWAY 41A,
 GC0869'TURN RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 1.0
 GC0869'MILE TO THE JUNCTION OF OLD CLARKSVILLE PIKE AND THE MARK
 GC0869'ON THE LEFT, 99 FEET WEST OF THE JUNCTION, 44 FEET SOUTH OF THE
 GC0869'APPROXIMATE CENTER OF U.S. HIGHWAY 41A AND 28 FEET NORTH OF THE
 GC0869'APPROXIMATE CENTER OF OLD CLARKSVILLE PIKE.  IT IS A STANDARD
 GC0869'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A
 GC0869'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2343 ***********************************************************************
 GC2343  DESIGNATION -  JOELTON FAA MICROWAVE MAST
 GC2343  PID         -  GC2343
 GC2343  STATE/COUNTY-  TN/DAVIDSON
 GC2343  USGS QUAD   -  WHITES CREEK (1994)
 GC2343
 GC2343                         *CURRENT SURVEY CONTROL
 GC2343  ___________________________________________________________________
 GC2343* NAD 83(1995)-  36 20 09.83456(N)    086 51 41.01398(W)     ADJUSTED  
 GC2343* NAVD 88     -                                                        
 GC2343  ___________________________________________________________________
 GC2343  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GC2343  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2343
 GC2343  HORZ ORDER  -  THIRD
 GC2343
 GC2343.The horizontal coordinates were established by classical geodetic methods
 GC2343.and adjusted by the National Geodetic Survey in April 1999..
 GC2343
 GC2343
 GC2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2343
 GC2343.The geoid height was determined by GEOID03.
 GC2343
 GC2343;                    North         East     Units Scale Factor Converg.
 GC2343;SPC TN       -   222,545.037   522,666.537   MT  0.99998670   -0 30 15.5
 GC2343;SPC TN       -   730,133.18  1,714,781.80   sFT  0.99998670   -0 30 15.5
 GC2343;UTM  16      - 4,021,232.954   512,439.126   MT  0.99960191   +0 04 55.7
 GC2343
 GC2343                          SUPERSEDED SURVEY CONTROL
 GC2343
 GC2343  NAD 83(1995)-  36 20 09.83602(N)    086 51 41.01571(W) AD(       ) 4
 GC2343  NAD 83(1995)-  36 20 09.83887(N)    086 51 41.01704(W) AD(       ) 4
 GC2343  NAD 83(1986)-  36 20 09.84459(N)    086 51 41.01717(W) AD(       ) 4
 GC2343  NAD 27      -  36 20 09.65726(N)    086 51 41.00777(W) AD(       ) 3
 GC2343
 GC2343.Superseded values are not recommended for survey control.
 GC2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2343.See file dsdata.txt to determine how the superseded data were derived.
 GC2343
 GC2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1243921233(NAD 83)
 GC2343_MARKER: 44 = MICROWAVE MAST
 GC2343
 GC2343  HISTORY     - Date     Condition        Report By
 GC2343  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GC2343
 GC2343                          STATION DESCRIPTION
 GC2343
 GC2343'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2343'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF JOELTON.
 GC2343'
 GC2343'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO 0.1 MILE
 GC2343'EASTERLY ON OLD CLARKSVILLE PIKE TO THE JUNCTION OF U.S. HIGHWAY
 GC2343'431, TURN LEFT, NORTH, AND GO 1.7 MILES ON U.S. HIGHWAY 431 TO MORGAN
 GC2343'ROAD ON THE RIGHT, TURN RIGHT, EAST, AND GO 0.5 MILE TO THE STATION
 GC2343'ON THE LEFT.
 GC2343'
 GC2343'THE STATION IS A 3-LEGGED, GUYED, STEEL STRUCTURE, PAINTED
 GC2343'ALTERNATIVELY RED AND WHITE, WITH AN OVERALL HEIGHT OF 180 FEET.
 GC2343'
 GC2343'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2359 ***********************************************************************
 GC2359  DESIGNATION -  JOELTON MUNICIPAL TANK
 GC2359  PID         -  GC2359
 GC2359  STATE/COUNTY-  TN/DAVIDSON
 GC2359  USGS QUAD   -  FOREST GROVE (1994)
 GC2359
 GC2359                         *CURRENT SURVEY CONTROL
 GC2359  ___________________________________________________________________
 GC2359* NAD 83(1995)-  36 19 00.12518(N)    086 52 33.17592(W)     ADJUSTED  
 GC2359* NAVD 88     -                                                        
 GC2359  ___________________________________________________________________
 GC2359  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GC2359  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2359
 GC2359  HORZ ORDER  -  THIRD
 GC2359
 GC2359.The horizontal coordinates were established by classical geodetic methods
 GC2359.and adjusted by the National Geodetic Survey in April 1999..
 GC2359
 GC2359
 GC2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2359
 GC2359.The geoid height was determined by GEOID03.
 GC2359
 GC2359;                    North         East     Units Scale Factor Converg.
 GC2359;SPC TN       -   220,408.004   521,346.521   MT  0.99998380   -0 30 46.0
 GC2359;SPC TN       -   723,121.93  1,710,451.04   sFT  0.99998380   -0 30 46.0
 GC2359;UTM  16      - 4,019,083.350   511,141.547   MT  0.99960153   +0 04 24.6
 GC2359
 GC2359                          SUPERSEDED SURVEY CONTROL
 GC2359
 GC2359  NAD 83(1995)-  36 19 00.12664(N)    086 52 33.17760(W) AD(       ) 4
 GC2359  NAD 83(1995)-  36 19 00.12933(N)    086 52 33.17891(W) AD(       ) 4
 GC2359  NAD 83(1986)-  36 19 00.13507(N)    086 52 33.17912(W) AD(       ) 4
 GC2359  NAD 27      -  36 18 59.94958(N)    086 52 33.18134(W) AD(       ) 3
 GC2359
 GC2359.Superseded values are not recommended for survey control.
 GC2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2359.See file dsdata.txt to determine how the superseded data were derived.
 GC2359
 GC2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1114219083(NAD 83)
 GC2359_MARKER: 53 = ELEVATED TANK
 GC2359
 GC2359  HISTORY     - Date     Condition        Report By
 GC2359  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GC2359
 GC2359                          STATION DESCRIPTION
 GC2359
 GC2359'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2359'THE STATION IS LOCATED IN THE WESTERN EDGE OF JOELTON.
 GC2359'
 GC2359'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO WESTERLY ON
 GC2359'OLD CLARKSVILLE PIKE FOR 0.6 MILE TO THE INTERSECTION OF
 GC2359'EATONS CREEK ROAD AND THE STATION IN THE NORTHEAST ANGLE OF THE
 GC2359'INTERSECTION.
 GC2359'
 GC2359'THE STATION IS A SPHERICAL SHAPED TANK ATOP A PEDESTAL WITH AN
 GC2359'OVERALL HEIGHT OF ABOUT 125 FEET. IT IS PAINTED LIGHT BLUE WITH
 GC2359'JOELTON PAINTED ON IT IN RED.
 GC2359'
 GC2359'THE POINT INTERSECTED WAS THE MIDDLE OF THE CAP AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0871 ***********************************************************************
 GC0871  DESIGNATION -  JOELTON RM 1
 GC0871  PID         -  GC0871
 GC0871  STATE/COUNTY-  TN/DAVIDSON
 GC0871  USGS QUAD   -  FOREST GROVE (1994)
 GC0871
 GC0871                         *CURRENT SURVEY CONTROL
 GC0871  ___________________________________________________________________
 GC0871* NAD 83(1986)-  36 19 22.     (N)    086 54 39.     (W)     SCALED    
 GC0871* NAVD 88     -       249.046  (meters)     817.08   (feet)  ADJUSTED  
 GC0871  ___________________________________________________________________
 GC0871  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0871  DYNAMIC HT  -         248.832 (meters)     816.38  (feet)  COMP
 GC0871  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0871
 GC0871  VERT ORDER  -  SECOND    CLASS 0
 GC0871
 GC0871.The horizontal coordinates were scaled from a topographic map and have
 GC0871.an estimated accuracy of +/- 6 seconds.
 GC0871
 GC0871.The orthometric height was determined by differential leveling
 GC0871.and adjusted by the National Geodetic Survey in June 1991..
 GC0871
 GC0871.The geoid height was determined by GEOID03.
 GC0871
 GC0871.The dynamic height is computed by dividing the NAVD 88
 GC0871.geopotential number by the normal gravity value computed on the
 GC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0871.degrees latitude (g = 980.6199 gals.).
 GC0871
 GC0871.The modeled gravity was interpolated from observed gravity values.
 GC0871
 GC0871;                    North         East    Units  Estimated Accuracy
 GC0871;SPC TN       -   221,110.      518,210.      MT  (+/- 180 meters Scaled)
 GC0871
 GC0871                          SUPERSEDED SURVEY CONTROL
 GC0871
 GC0871  NGVD 29 (??/??/92)  249.093  (m)          817.23   (f) ADJ UNCH    2 0
 GC0871
 GC0871.Superseded values are not recommended for survey control.
 GC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0871.See file dsdata.txt to determine how the superseded data were derived.
 GC0871
 GC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF080197(NAD 83)
 GC0871_MARKER: DD = SURVEY DISK
 GC0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0871_STAMPING: JOELTON NO 1 1953
 GC0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0871+STABILITY: SURFACE MOTION
 GC0871
 GC0871  HISTORY     - Date     Condition        Report By
 GC0871  HISTORY     - 1953     MONUMENTED       CGS
 GC0871  HISTORY     - 1965     GOOD             TNHD
 GC0871
 GC0871                          STATION DESCRIPTION
 GC0871
 GC0871'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0871'2.5 MI W FROM JOELTON.
 GC0871'AT THE JOELTON 1953 STATION SITE, 3 FEET SOUTH OF A FENCE LINE
 GC0871'AND 2 FEET EAST OF A WHITE, WOODEN, WITNESS POST.  IT IS A
 GC0871'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF
 GC0871'A SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE
 GC0871'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0870 ***********************************************************************
 GC0870  DESIGNATION -  JOELTON RM 2
 GC0870  PID         -  GC0870
 GC0870  STATE/COUNTY-  TN/DAVIDSON
 GC0870  USGS QUAD   -  FOREST GROVE (1994)
 GC0870
 GC0870                         *CURRENT SURVEY CONTROL
 GC0870  ___________________________________________________________________
 GC0870* NAD 83(1986)-  36 19 22.     (N)    086 54 39.     (W)     SCALED    
 GC0870* NAVD 88     -       248.779  (meters)     816.20   (feet)  ADJUSTED  
 GC0870  ___________________________________________________________________
 GC0870  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0870  DYNAMIC HT  -         248.564 (meters)     815.50  (feet)  COMP
 GC0870  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0870
 GC0870  VERT ORDER  -  SECOND    CLASS 0
 GC0870
 GC0870.The horizontal coordinates were scaled from a topographic map and have
 GC0870.an estimated accuracy of +/- 6 seconds.
 GC0870
 GC0870.The orthometric height was determined by differential leveling
 GC0870.and adjusted by the National Geodetic Survey in June 1991..
 GC0870
 GC0870.The geoid height was determined by GEOID03.
 GC0870
 GC0870.The dynamic height is computed by dividing the NAVD 88
 GC0870.geopotential number by the normal gravity value computed on the
 GC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0870.degrees latitude (g = 980.6199 gals.).
 GC0870
 GC0870.The modeled gravity was interpolated from observed gravity values.
 GC0870
 GC0870;                    North         East    Units  Estimated Accuracy
 GC0870;SPC TN       -   221,110.      518,210.      MT  (+/- 180 meters Scaled)
 GC0870
 GC0870                          SUPERSEDED SURVEY CONTROL
 GC0870
 GC0870  NGVD 29 (??/??/92)  248.826  (m)          816.36   (f) ADJ UNCH    2 0
 GC0870
 GC0870.Superseded values are not recommended for survey control.
 GC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0870.See file dsdata.txt to determine how the superseded data were derived.
 GC0870
 GC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF080197(NAD 83)
 GC0870_MARKER: DD = SURVEY DISK
 GC0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0870_STAMPING: JOELTON NO 2 1953
 GC0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0870+STABILITY: SURFACE MOTION
 GC0870
 GC0870  HISTORY     - Date     Condition        Report By
 GC0870  HISTORY     - 1953     MONUMENTED       CGS
 GC0870  HISTORY     - 1965     GOOD             TNHD
 GC0870
 GC0870                          STATION DESCRIPTION
 GC0870
 GC0870'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0870'2.5 MI W FROM JOELTON.
 GC0870'AT THE JOELTON 1953 STATION SITE, 40 FEET SOUTHEAST OF THE JUNCTION,
 GC0870'14 FEET NORTH OF A FENCE LINE AND 2 FEET SOUTHWEST OF A POWER
 GC0870'POLE.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 GC0870'SET IN THE TOP OF A SQUARE, CONCRETE MONUMENT PROJECTING ABOUT
 GC0870'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0771 ***********************************************************************
 FD0771  DESIGNATION -  JOHN
 FD0771  PID         -  FD0771
 FD0771  STATE/COUNTY-  TN/MAURY
 FD0771  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0771
 FD0771                         *CURRENT SURVEY CONTROL
 FD0771  ___________________________________________________________________
 FD0771* NAD 83(1995)-  35 34 28.18488(N)    087 08 28.60744(W)     ADJUSTED  
 FD0771* NAVD 88     -       214.842  (meters)     704.86   (feet)  ADJUSTED  
 FD0771  ___________________________________________________________________
 FD0771  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 FD0771  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0771  DYNAMIC HT  -         214.650 (meters)     704.23  (feet)  COMP
 FD0771  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 FD0771
 FD0771  HORZ ORDER  -  SECOND
 FD0771  VERT ORDER  -  SECOND    CLASS 0
 FD0771
 FD0771.The horizontal coordinates were established by classical geodetic methods
 FD0771.and adjusted by the National Geodetic Survey in April 1999..
 FD0771
 FD0771.The orthometric height was determined by differential leveling
 FD0771.and adjusted by the National Geodetic Survey in June 1991..
 FD0771
 FD0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0771
 FD0771.The geoid height was determined by GEOID03.
 FD0771
 FD0771.The dynamic height is computed by dividing the NAVD 88
 FD0771.geopotential number by the normal gravity value computed on the
 FD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0771.degrees latitude (g = 980.6199 gals.).
 FD0771
 FD0771.The modeled gravity was interpolated from observed gravity values.
 FD0771
 FD0771;                    North         East     Units Scale Factor Converg.
 FD0771;SPC TN       -   138,309.077   496,554.694   MT  0.99995861   -0 40 05.3
 FD0771;SPC TN       -   453,769.03  1,629,113.19   sFT  0.99995861   -0 40 05.3
 FD0771;UTM  16      - 3,936,764.674   487,198.730   MT  0.99960202   -0 04 55.9
 FD0771
 FD0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0771!SPC TN       -   0.99997067  x   0.99995861  =   0.99992928
 FD0771!UTM  16      -   0.99997067  x   0.99960202  =   0.99957270
 FD0771
 FD0771|---------------------------------------------------------------------|
 FD0771| PID    Reference Object                     Distance      Geod. Az  |
 FD0771|                                                           dddmmss.s |
 FD0771| FD0770 JOHN RM 1                            23.122 METERS 14934     |
 FD0771| FD0773 JOHN AZ MK                                         3354548.4 |
 FD0771| FD0772 JOHN RM 2                            21.462 METERS 34912     |
 FD0771|---------------------------------------------------------------------|
 FD0771
 FD0771                          SUPERSEDED SURVEY CONTROL
 FD0771
 FD0771  NAD 83(1995)-  35 34 28.18771(N)    087 08 28.60985(W) AD(       ) 2
 FD0771  NAD 83(1986)-  35 34 28.19585(N)    087 08 28.60949(W) AD(       ) 2
 FD0771  NAD 27      -  35 34 27.93240(N)    087 08 28.58420(W) AD(       ) 2
 FD0771  NGVD 29 (??/??/92)  214.824  (m)          704.80   (f) ADJ UNCH    2 0
 FD0771
 FD0771.Superseded values are not recommended for survey control.
 FD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0771.See file dsdata.txt to determine how the superseded data were derived.
 FD0771
 FD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8719936765(NAD 83)
 FD0771_MARKER: DD = SURVEY DISK
 FD0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0771_STAMPING: JOHN 1962
 FD0771_MARK LOGO: TNHD  
 FD0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0771+STABILITY: SURFACE MOTION
 FD0771
 FD0771  HISTORY     - Date     Condition        Report By
 FD0771  HISTORY     - 1962     MONUMENTED       TNHD
 FD0771  HISTORY     - 1963     GOOD             TNHD
 FD0771  HISTORY     - 1982     GOOD
 FD0771  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0771  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0771
 FD0771                          STATION DESCRIPTION
 FD0771
 FD0771'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0771'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF COLUMBIA.
 FD0771'
 FD0771'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA, GO
 FD0771'SOUTHWESTERLY ON U S
 FD0771'HIGHWAY 43 FOR 7.2 MILES TO THE INTERSECTION OF U S HIGHWAY 43 AND
 FD0771'POLK LANE LEFT AND
 FD0771'ASHWOOD LANE RIGHT.  TURN RIGHT, NORTH AND GO
 FD0771'ABOUT 30 YARDS TOTHE STATION ON THE
 FD0771'LEFT.
 FD0771'
 FD0771'THE STATION IS 91 FEET NORTHEAST OF A 33-INCH OAK TREE, 62 FEET
 FD0771'SOUTHWEST OF A UTILITY
 FD0771'POLE, AND 40 FEET WEST OF THE APPROXIMATE CENTER OF ASHWOOD
 FD0771'LANE.  THE SURFACE AND
 FD0771'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD0771'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 FD0771'JOHN 1962.  THE UNDERGROUND
 FD0771'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 FD0771'DISK IS SET IN A
 FD0771'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0771'
 FD0771'REFERENCE MARK NO 1 IS 91 FEET EAST OF A 33-INCH OAK TREE, 80 FEET
 FD0771'WEST OF A UTILITY POLE,
 FD0771'43 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 FD0771'BUILDING AND 34 FEET WEST OF THE
 FD0771'APPROXIMATE CENTER OF ASHWOOD LANE.
 FD0771'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0771'SET IN A 10-INCH,
 FD0771'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JOHN RM-1
 FD0771'1962.
 FD0771'
 FD0771'REFERENCE MARK NO 2 IS 114 FEET SOUTHEAST OF A TWIN TRUNKED TREE, 62
 FD0771'FEET WEST OF A UTILITY POLE
 FD0771'AND 21 FEET WEST OF THE APRPOXIMATE CENTER OF
 FD0771'ASHWOOD LANE.  IT IS A STANDARD
 FD0771'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0771'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0771'IS STAMPED JOHN
 FD0771'RM-2 1962.
 FD0771'
 FD0771'THE AZIMUTH MARK IS 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FD0771'HOME OF EARL MCCOY, 63
 FD0771'FEET NORTH OF A UTILITY POLE, 17 FEET EAST OF THE
 FD0771'APPROXIMATE CENTER OF ASHWOOD
 FD0771'LANE AND 1.8 FEET WEST OF A WITNESS
 FD0771'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0771'DEPARTMENT DISK SET IN A
 FD0771'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0771'STAMPED JOHN
 FD0771'AZI 1962.
 FD0771'
 FD0771'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON ASHWOOD
 FD0771'LANE FOR 0.3 MILE TO THE
 FD0771'AZIMUTH MARK ON THE RIGHT.
 FD0771'
 FD0771'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0771
 FD0771                          STATION RECOVERY (1963)
 FD0771
 FD0771'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0771'7 MI SW FROM COLUMBIA.
 FD0771'FROM THE COURTHOUSE IN COLUMBIA, GO SOUTHWESTERLY ON U.S.
 FD0771'HIGHWAY 43 FOR 7.2 MILES TO THE INTERSECTION OF U.S. HIGHWAY 43
 FD0771'AND POLK LANE ON THE LEFT AND ASHWOOD LANE ON THE RIGHT.  TURN
 FD0771'RIGHT ON ASHWOOD LANE AND GO NORTH FOR ABOUT 30 YARDS TO THE
 FD0771'STATION ON THE LEFT.  THE STATION MARK IS 40 FEET WEST OF THE
 FD0771'CENTERLINE OF ASHWOOD LANE, 91 FEET NORTHEAST OF A 33-INCH OAK
 FD0771'TREE AND 62 FEET SOUTHWEST OF A UTILITY POLE.  THE MARK IS A
 FD0771'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0771'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0771
 FD0771                          STATION RECOVERY (1982)
 FD0771
 FD0771'RECOVERED 1982
 FD0771'RECOVERED IN GOOD CONDITION.
 FD0771
 FD0771                          STATION RECOVERY (1983)
 FD0771
 FD0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0771'SEARCHED FOR BUT NOT RECOVERED.  CONSTRUCTION IN THE AREA.
 FD0771
 FD0771                          STATION RECOVERY (2002)
 FD0771
 FD0771'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0771'AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0773 ***********************************************************************
 FD0773  DESIGNATION -  JOHN AZ MK
 FD0773  PID         -  FD0773
 FD0773  STATE/COUNTY-  TN/MAURY
 FD0773  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0773
 FD0773                         *CURRENT SURVEY CONTROL
 FD0773  ___________________________________________________________________
 FD0773* NAD 83(1986)-  35 34 42.     (N)    087 08 36.     (W)     SCALED    
 FD0773* NAVD 88     -       214.346  (meters)     703.23   (feet)  ADJUSTED  
 FD0773  ___________________________________________________________________
 FD0773  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0773  DYNAMIC HT  -         214.154 (meters)     702.60  (feet)  COMP
 FD0773  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 FD0773
 FD0773  VERT ORDER  -  FIRST     CLASS II
 FD0773
 FD0773.The horizontal coordinates were scaled from a topographic map and have
 FD0773.an estimated accuracy of +/- 6 seconds.
 FD0773
 FD0773.The orthometric height was determined by differential leveling
 FD0773.and adjusted by the National Geodetic Survey in June 1991..
 FD0773
 FD0773.The geoid height was determined by GEOID03.
 FD0773
 FD0773.The dynamic height is computed by dividing the NAVD 88
 FD0773.geopotential number by the normal gravity value computed on the
 FD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0773.degrees latitude (g = 980.6199 gals.).
 FD0773
 FD0773.The modeled gravity was interpolated from observed gravity values.
 FD0773
 FD0773;                    North         East    Units  Estimated Accuracy
 FD0773;SPC TN       -   138,740.      496,370.      MT  (+/- 180 meters Scaled)
 FD0773
 FD0773                          SUPERSEDED SURVEY CONTROL
 FD0773
 FD0773.No superseded survey control is available for this station.
 FD0773
 FD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE870371(NAD 83)
 FD0773_MARKER: DD = SURVEY DISK
 FD0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0773_STAMPING: JOHN AZI 1962
 FD0773_MARK LOGO: TNHD  
 FD0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0773+STABILITY: SURFACE MOTION
 FD0773
 FD0773  HISTORY     - Date     Condition        Report By
 FD0773  HISTORY     - 1962     MONUMENTED       TNHD
 FD0773  HISTORY     - 1963     GOOD             TNHD
 FD0773  HISTORY     - 1983     GOOD             NGS
 FD0773  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0773
 FD0773                          STATION DESCRIPTION
 FD0773
 FD0773'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0773'7 MI SW FROM COLUMBIA.
 FD0773'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTHWESTERLY ON U.S.
 FD0773'HIGHWAY 43 FOR 7.2 MILES TO THE INTERSECTION OF U.S. HIGHWAY 43
 FD0773'AND POLK LANE ON THE LEFT AND ASHWOOD LANE ON THE RIGHT.  TURN
 FD0773'RIGHT ON ASHWOOD LANE AND GO NORTH FOR 0.3 MILE TO THE MARK ON
 FD0773'THE RIGHT.  THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTERLINE
 FD0773'OF ASHWOOD LANE, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FD0773'HOME OF EARL MC COY, 63 FEET NORTH OF A UTILITY POLE AND 2 FEET
 FD0773'WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0773'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0773'FLUSH WITH THE GROUND.
 FD0773
 FD0773                          STATION RECOVERY (1983)
 FD0773
 FD0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0773'RECOVERED IN GOOD CONDITION.
 FD0773
 FD0773                          STATION RECOVERY (2002)
 FD0773
 FD0773'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0773'TOP OF MONUMENT BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0770 ***********************************************************************
 FD0770  DESIGNATION -  JOHN RM 1
 FD0770  PID         -  FD0770
 FD0770  STATE/COUNTY-  TN/MAURY
 FD0770  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0770
 FD0770                         *CURRENT SURVEY CONTROL
 FD0770  ___________________________________________________________________
 FD0770* NAD 83(1986)-  35 34 27.     (N)    087 08 29.     (W)     SCALED    
 FD0770* NAVD 88     -       215.207  (meters)     706.06   (feet)  ADJUSTED  
 FD0770  ___________________________________________________________________
 FD0770  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0770  DYNAMIC HT  -         215.014 (meters)     705.43  (feet)  COMP
 FD0770  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD0770
 FD0770  VERT ORDER  -  SECOND    CLASS 0
 FD0770
 FD0770.The horizontal coordinates were scaled from a topographic map and have
 FD0770.an estimated accuracy of +/- 6 seconds.
 FD0770
 FD0770.The orthometric height was determined by differential leveling
 FD0770.and adjusted by the National Geodetic Survey in June 1991..
 FD0770
 FD0770.The geoid height was determined by GEOID03.
 FD0770
 FD0770.The dynamic height is computed by dividing the NAVD 88
 FD0770.geopotential number by the normal gravity value computed on the
 FD0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0770.degrees latitude (g = 980.6199 gals.).
 FD0770
 FD0770.The modeled gravity was interpolated from observed gravity values.
 FD0770
 FD0770;                    North         East    Units  Estimated Accuracy
 FD0770;SPC TN       -   138,270.      496,540.      MT  (+/- 180 meters Scaled)
 FD0770
 FD0770                          SUPERSEDED SURVEY CONTROL
 FD0770
 FD0770  NGVD 29 (??/??/92)  215.188  (m)          706.00   (f) ADJ UNCH    2 0
 FD0770
 FD0770.Superseded values are not recommended for survey control.
 FD0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0770.See file dsdata.txt to determine how the superseded data were derived.
 FD0770
 FD0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE871367(NAD 83)
 FD0770_MARKER: DD = SURVEY DISK
 FD0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0770_STAMPING: JOHN RM-1 1962
 FD0770_MARK LOGO: TNHD  
 FD0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0770+STABILITY: SURFACE MOTION
 FD0770
 FD0770  HISTORY     - Date     Condition        Report By
 FD0770  HISTORY     - 1962     MONUMENTED       TNHD
 FD0770  HISTORY     - 1963     GOOD             TNHD
 FD0770  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0770  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0770
 FD0770                          STATION DESCRIPTION
 FD0770
 FD0770'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0770'7 MI SW FROM COLUMBIA.
 FD0770'THIS MARK IS LOCATED AT THE JOHN 1962 STATION SITE, 34 FEET
 FD0770'WEST OF THE CENTERLINE OF ASHWOOD LANE, 91 FEET EAST OF A 33-INCH
 FD0770'OAK TREE, 80 FEET WEST OF A UTILITY POLE, 76 FEET SOUTHEAST OF
 FD0770'THE STATION AND 43 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 FD0770'BRICK BUILDING.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0770'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0770'FLUSH WITH THE GROUND.
 FD0770
 FD0770                          STATION RECOVERY (1983)
 FD0770
 FD0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0770'SEARCHED FOR BUT NOT RECOVERED.  CONSTRUCTION IN AREA.
 FD0770
 FD0770                          STATION RECOVERY (2002)
 FD0770
 FD0770'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0770'AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0772 ***********************************************************************
 FD0772  DESIGNATION -  JOHN RM 2
 FD0772  PID         -  FD0772
 FD0772  STATE/COUNTY-  TN/MAURY
 FD0772  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0772
 FD0772                         *CURRENT SURVEY CONTROL
 FD0772  ___________________________________________________________________
 FD0772* NAD 83(1986)-  35 34 27.     (N)    087 08 29.     (W)     SCALED    
 FD0772* NAVD 88     -       214.311  (meters)     703.12   (feet)  ADJUSTED  
 FD0772  ___________________________________________________________________
 FD0772  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0772  DYNAMIC HT  -         214.119 (meters)     702.49  (feet)  COMP
 FD0772  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD0772
 FD0772  VERT ORDER  -  SECOND    CLASS 0
 FD0772
 FD0772.The horizontal coordinates were scaled from a topographic map and have
 FD0772.an estimated accuracy of +/- 6 seconds.
 FD0772
 FD0772.The orthometric height was determined by differential leveling
 FD0772.and adjusted by the National Geodetic Survey in June 1991..
 FD0772
 FD0772.The geoid height was determined by GEOID03.
 FD0772
 FD0772.The dynamic height is computed by dividing the NAVD 88
 FD0772.geopotential number by the normal gravity value computed on the
 FD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0772.degrees latitude (g = 980.6199 gals.).
 FD0772
 FD0772.The modeled gravity was interpolated from observed gravity values.
 FD0772
 FD0772;                    North         East    Units  Estimated Accuracy
 FD0772;SPC TN       -   138,270.      496,540.      MT  (+/- 180 meters Scaled)
 FD0772
 FD0772                          SUPERSEDED SURVEY CONTROL
 FD0772
 FD0772  NGVD 29 (??/??/92)  214.292  (m)          703.06   (f) ADJ UNCH    2 0
 FD0772
 FD0772.Superseded values are not recommended for survey control.
 FD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0772.See file dsdata.txt to determine how the superseded data were derived.
 FD0772
 FD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE871367(NAD 83)
 FD0772_MARKER: DD = SURVEY DISK
 FD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0772_STAMPING: JOHN RM-2 1962
 FD0772_MARK LOGO: TNHD  
 FD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0772+STABILITY: SURFACE MOTION
 FD0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0772+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0772
 FD0772  HISTORY     - Date     Condition        Report By
 FD0772  HISTORY     - 1962     MONUMENTED       TNHD
 FD0772  HISTORY     - 1963     GOOD             TNHD
 FD0772  HISTORY     - 1982     GOOD             LOCSUR
 FD0772  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0772  HISTORY     - 20020514 GOOD             TNDT
 FD0772
 FD0772                          STATION DESCRIPTION
 FD0772
 FD0772'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0772'7 MI SW FROM COLUMBIA.
 FD0772'THIS MARK IS LOCATED AT THE JOHN 1962 STATION SITE, 21 FEET WEST
 FD0772'OF THE CENTERLINE OF ASHWOOD LANE, 114 FEET SOUTHEAST OF A TWIN
 FD0772'TRUNKED TREE, 62 FEET WEST OF A UTILITY POLE AND 70 FEET NORTHEAST
 FD0772'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0772'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FD0772'MONUMENT, FLUSH WITH THE GROUND.
 FD0772
 FD0772                          STATION RECOVERY (1982)
 FD0772
 FD0772'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0772'RECOVERED IN GOOD CONDITION.
 FD0772
 FD0772                          STATION RECOVERY (1983)
 FD0772
 FD0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0772'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN AREA.
 FD0772
 FD0772                          STATION RECOVERY (2002)
 FD0772
 FD0772'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0841 ***********************************************************************
 GB0841  DESIGNATION -  JOHNS
 GB0841  PID         -  GB0841
 GB0841  STATE/COUNTY-  TN/ANDERSON
 GB0841  USGS QUAD   -  CLINTON (1990)
 GB0841
 GB0841                         *CURRENT SURVEY CONTROL
 GB0841  ___________________________________________________________________
 GB0841* NAD 83(1995)-  36 07 03.70124(N)    084 07 53.12506(W)     ADJUSTED  
 GB0841* NAVD 88     -       303.054  (meters)     994.27   (feet)  ADJUSTED  
 GB0841  ___________________________________________________________________
 GB0841  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GB0841  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0841  DYNAMIC HT  -         302.779 (meters)     993.37  (feet)  COMP
 GB0841  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0841
 GB0841  HORZ ORDER  -  SECOND
 GB0841  VERT ORDER  -  SECOND    CLASS 0
 GB0841
 GB0841.The horizontal coordinates were established by classical geodetic methods
 GB0841.and adjusted by the National Geodetic Survey in April 1999..
 GB0841
 GB0841.The orthometric height was determined by differential leveling
 GB0841.and adjusted by the National Geodetic Survey in June 1991..
 GB0841
 GB0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0841
 GB0841.The geoid height was determined by GEOID03.
 GB0841
 GB0841.The dynamic height is computed by dividing the NAVD 88
 GB0841.geopotential number by the normal gravity value computed on the
 GB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0841.degrees latitude (g = 980.6199 gals.).
 GB0841
 GB0841.The modeled gravity was interpolated from observed gravity values.
 GB0841
 GB0841;                    North         East     Units Scale Factor Converg.
 GB0841;SPC TN       -   199,580.150   768,210.197   MT  0.99996061   +1 05 38.2
 GB0841;SPC TN       -   654,789.21  2,520,369.62   sFT  0.99996061   +1 05 38.2
 GB0841;UTM  16      - 4,000,814.209   758,186.454   MT  1.00042144   +1 41 30.5
 GB0841
 GB0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0841!SPC TN       -   0.99995722  x   0.99996061  =   0.99991783
 GB0841!UTM  16      -   0.99995722  x   1.00042144  =   1.00037864
 GB0841
 GB0841|---------------------------------------------------------------------|
 GB0841| PID    Reference Object                     Distance      Geod. Az  |
 GB0841|                                                           dddmmss.s |
 GB0841| GB0842 JOHNS RM 1                           10.687 METERS 18425     |
 GB0841| GB2553 RIDE                                APPROX. 0.8 KM 2152827.5 |
 GB0841| GB0839 JOHNS AZ MK                                        3165555.3 |
 GB0841| GB0840 JOHNS RM 2                           17.048 METERS 32524     |
 GB0841|---------------------------------------------------------------------|
 GB0841
 GB0841                          SUPERSEDED SURVEY CONTROL
 GB0841
 GB0841  NAD 83(1995)-  36 07 03.70527(N)    084 07 53.12770(W) AD(       ) 2
 GB0841  NAD 83(1995)-  36 07 03.70535(N)    084 07 53.12700(W) AD(       ) 2
 GB0841  NAD 83(1986)-  36 07 03.71244(N)    084 07 53.12354(W) AD(       ) 2
 GB0841  NAD 27      -  36 07 03.43041(N)    084 07 53.41692(W) AD(       ) 2
 GB0841  NGVD 29 (??/??/92)  303.188  (m)          994.71   (f) ADJ UNCH    2 0
 GB0841
 GB0841.Superseded values are not recommended for survey control.
 GB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0841.See file dsdata.txt to determine how the superseded data were derived.
 GB0841
 GB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5818600814(NAD 83)
 GB0841_MARKER: DD = SURVEY DISK
 GB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0841_STAMPING: JOHNS 1964
 GB0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0841+STABILITY: SURFACE MOTION
 GB0841
 GB0841  HISTORY     - Date     Condition        Report By
 GB0841  HISTORY     - 1964     MONUMENTED       TNHD
 GB0841  HISTORY     - 1965     GOOD             TNHD
 GB0841
 GB0841                          STATION DESCRIPTION
 GB0841
 GB0841'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0841'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF CLINTON ON U.S. HIGHWAY
 GB0841'25W AT THE WESTWOOD NURSERY.
 GB0841'
 GB0841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0841'ROUTE 61 IN CLINTON, GO
 GB0841'NORTH ON U.S.  HIGHWAY 25W FOR 1.05 MILES TO THE
 GB0841'STATION ON THE RIGHT.
 GB0841'
 GB0841'THE STATION IS 46 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GB0841'25W, 6.8 FEET EAST OF A
 GB0841'WITNESS POST AND POWER POLE AND IS IN THE NORTH
 GB0841'SECTION OF THE PARKING AREA.  THE
 GB0841'SURFACE AND UNDERGROUND MARKS ARE
 GB0841'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 GB0841'STAMPED JOHNS
 GB0841'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0841'THE SURFACE DISK
 GB0841'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0841'MONUMENT.
 GB0841'
 GB0841'REFERENCE MARK NO. 1 IS SET AT THE NORTHWEST EDGE OF THE WESTWOOD
 GB0841'NURSERY SIGN.  IT IS A
 GB0841'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0841'SQUARE, FLUSH, CONCRETE
 GB0841'MONUMENT AND THE DISK IS STAMPED JOHNS RM-1
 GB0841'1964.
 GB0841'
 GB0841'REFERENCE MARK NO. 2 IS 4 FEET EAST OF A TELEPHONE BRACE POLE.  IT IS
 GB0841'A STANDARD TENNESSEE
 GB0841'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0841'FLUSH, CONCRETE MONUMENT AND THE DISK
 GB0841'IS STAMPED JOHNS RM-2 1964.
 GB0841'
 GB0841'THE AZIMUTH MARK IS 52 FEET SOUTH OF A TELEPHONE POLE, 22 FEET WEST
 GB0841'OF THE APPROXIMATE
 GB0841'CENTER OF U.S.  HIGHWAY 25W AND 1.8 FEET SOUTH OF A
 GB0841'WITNESS POST.  IT IS A
 GB0841'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0841'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0841'MONUMENT AND THE DISK IS STAMPED
 GB0841'JOHNS 1964.
 GB0841'
 GB0841'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 GB0841'25W FOR 0.15 MILE TO THE
 GB0841'AZIMUTH MARK ON THE LEFT.
 GB0841'
 GB0841'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0841'
 GB0841'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0841
 GB0841                          STATION RECOVERY (1965)
 GB0841
 GB0841'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0841'1 MI N FROM CLINTON.
 GB0841'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 IN CLINTON,
 GB0841'GO NORTH ON U.S. HIGHWAY 25W FOR 1.05 MILES TO THE STATION ON
 GB0841'THE RIGHT.  THE STATION IS LOCATED AT THE WESTWOOD NURSERY, 46 FEET
 GB0841'EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W AND 6.8 FEET
 GB0841'EAST OF A METAL WITNESS POST WITH SIGN.  THE STATION IS IN THE
 GB0841'NORTH SECTION OF THE PARKING AREA.  THE MARK IS A STANDARD
 GB0841'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0841'CONCRETE MONUMENT, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0839 ***********************************************************************
 GB0839  DESIGNATION -  JOHNS AZ MK
 GB0839  PID         -  GB0839
 GB0839  STATE/COUNTY-  TN/ANDERSON
 GB0839  USGS QUAD   -  CLINTON (1990)
 GB0839
 GB0839                         *CURRENT SURVEY CONTROL
 GB0839  ___________________________________________________________________
 GB0839* NAD 83(1986)-  36 07 09.     (N)    084 08 00.     (W)     SCALED    
 GB0839* NAVD 88     -       287.751  (meters)     944.06   (feet)  ADJUSTED  
 GB0839  ___________________________________________________________________
 GB0839  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB0839  DYNAMIC HT  -         287.490 (meters)     943.21  (feet)  COMP
 GB0839  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 GB0839
 GB0839  VERT ORDER  -  SECOND    CLASS 0
 GB0839
 GB0839.The horizontal coordinates were scaled from a topographic map and have
 GB0839.an estimated accuracy of +/- 6 seconds.
 GB0839
 GB0839.The orthometric height was determined by differential leveling
 GB0839.and adjusted by the National Geodetic Survey in June 1991..
 GB0839
 GB0839.The geoid height was determined by GEOID03.
 GB0839
 GB0839.The dynamic height is computed by dividing the NAVD 88
 GB0839.geopotential number by the normal gravity value computed on the
 GB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0839.degrees latitude (g = 980.6199 gals.).
 GB0839
 GB0839.The modeled gravity was interpolated from observed gravity values.
 GB0839
 GB0839;                    North         East    Units  Estimated Accuracy
 GB0839;SPC TN       -   199,740.      768,040.      MT  (+/- 180 meters Scaled)
 GB0839
 GB0839                          SUPERSEDED SURVEY CONTROL
 GB0839
 GB0839  NGVD 29 (??/??/??)  287.93   (m)          944.7    (f) RESET       3  
 GB0839
 GB0839.Superseded values are not recommended for survey control.
 GB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0839.See file dsdata.txt to determine how the superseded data were derived.
 GB0839
 GB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF580009(NAD 83)
 GB0839_MARKER: DZ = AZIMUTH MARK DISK
 GB0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0839_STAMPING: JOHNS AZI 1964
 GB0839_MARK LOGO: TNHD  
 GB0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0839+STABILITY: SURFACE MOTION
 GB0839
 GB0839  HISTORY     - Date     Condition        Report By
 GB0839  HISTORY     - 1964     MONUMENTED       TNHD
 GB0839  HISTORY     - 1965     GOOD             TNHD
 GB0839
 GB0839                          STATION DESCRIPTION
 GB0839
 GB0839'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0839'1.2 MI N FROM CLINTON.
 GB0839'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 AT
 GB0839'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 1.2 MILES TO THE
 GB0839'AZIMUTH MARK ON THE LEFT.  IT IS 52 FEET SOUTH OF A TELEPHONE
 GB0839'POLE, 22 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HGHWAY 25W
 GB0839'AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0839'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0839'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0839'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0842 ***********************************************************************
 GB0842  DESIGNATION -  JOHNS RM 1
 GB0842  PID         -  GB0842
 GB0842  STATE/COUNTY-  TN/ANDERSON
 GB0842  USGS QUAD   -  CLINTON (1990)
 GB0842
 GB0842                         *CURRENT SURVEY CONTROL
 GB0842  ___________________________________________________________________
 GB0842* NAD 83(1986)-  36 07 04.     (N)    084 07 53.     (W)     SCALED    
 GB0842* NAVD 88     -       303.040  (meters)     994.22   (feet)  ADJUSTED  
 GB0842  ___________________________________________________________________
 GB0842  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0842  DYNAMIC HT  -         302.765 (meters)     993.32  (feet)  COMP
 GB0842  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0842
 GB0842  VERT ORDER  -  SECOND    CLASS 0
 GB0842
 GB0842.The horizontal coordinates were scaled from a topographic map and have
 GB0842.an estimated accuracy of +/- 6 seconds.
 GB0842
 GB0842.The orthometric height was determined by differential leveling
 GB0842.and adjusted by the National Geodetic Survey in June 1991..
 GB0842
 GB0842.The geoid height was determined by GEOID03.
 GB0842
 GB0842.The dynamic height is computed by dividing the NAVD 88
 GB0842.geopotential number by the normal gravity value computed on the
 GB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0842.degrees latitude (g = 980.6199 gals.).
 GB0842
 GB0842.The modeled gravity was interpolated from observed gravity values.
 GB0842
 GB0842;                    North         East    Units  Estimated Accuracy
 GB0842;SPC TN       -   199,590.      768,210.      MT  (+/- 180 meters Scaled)
 GB0842
 GB0842                          SUPERSEDED SURVEY CONTROL
 GB0842
 GB0842  NGVD 29 (??/??/92)  303.173  (m)          994.66   (f) ADJ UNCH    2 0
 GB0842
 GB0842.Superseded values are not recommended for survey control.
 GB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0842.See file dsdata.txt to determine how the superseded data were derived.
 GB0842
 GB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581008(NAD 83)
 GB0842_MARKER: DR = REFERENCE MARK DISK
 GB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0842_STAMPING: JOHNS RM-1 1964
 GB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0842+STABILITY: SURFACE MOTION
 GB0842
 GB0842  HISTORY     - Date     Condition        Report By
 GB0842  HISTORY     - 1964     MONUMENTED       TNHD
 GB0842  HISTORY     - 1965     GOOD             TNHD
 GB0842
 GB0842                          STATION DESCRIPTION
 GB0842
 GB0842'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0842'1 MI N FROM CLINTON.
 GB0842'THE MARK IS LOCATED AT THE JOHNS 1964 STATION SITE.  THE MARK IS SET
 GB0842'AT THE NORTHWEST EDGE OF THE WESTWOOD NURSERY SIGN.  THE MARK IS A
 GB0842'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0842'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0840 ***********************************************************************
 GB0840  DESIGNATION -  JOHNS RM 2
 GB0840  PID         -  GB0840
 GB0840  STATE/COUNTY-  TN/ANDERSON
 GB0840  USGS QUAD   -  CLINTON (1990)
 GB0840
 GB0840                         *CURRENT SURVEY CONTROL
 GB0840  ___________________________________________________________________
 GB0840* NAD 83(1986)-  36 07 04.     (N)    084 07 53.     (W)     SCALED    
 GB0840* NAVD 88     -       302.225  (meters)     991.55   (feet)  ADJUSTED  
 GB0840  ___________________________________________________________________
 GB0840  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0840  DYNAMIC HT  -         301.951 (meters)     990.65  (feet)  COMP
 GB0840  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0840
 GB0840  VERT ORDER  -  SECOND    CLASS 0
 GB0840
 GB0840.The horizontal coordinates were scaled from a topographic map and have
 GB0840.an estimated accuracy of +/- 6 seconds.
 GB0840
 GB0840.The orthometric height was determined by differential leveling
 GB0840.and adjusted by the National Geodetic Survey in June 1991..
 GB0840
 GB0840.The geoid height was determined by GEOID03.
 GB0840
 GB0840.The dynamic height is computed by dividing the NAVD 88
 GB0840.geopotential number by the normal gravity value computed on the
 GB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0840.degrees latitude (g = 980.6199 gals.).
 GB0840
 GB0840.The modeled gravity was interpolated from observed gravity values.
 GB0840
 GB0840;                    North         East    Units  Estimated Accuracy
 GB0840;SPC TN       -   199,590.      768,210.      MT  (+/- 180 meters Scaled)
 GB0840
 GB0840                          SUPERSEDED SURVEY CONTROL
 GB0840
 GB0840  NGVD 29 (??/??/92)  302.359  (m)          991.99   (f) ADJ UNCH    2 0
 GB0840
 GB0840.Superseded values are not recommended for survey control.
 GB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0840.See file dsdata.txt to determine how the superseded data were derived.
 GB0840
 GB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581008(NAD 83)
 GB0840_MARKER: DR = REFERENCE MARK DISK
 GB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0840_STAMPING: JOHNS RM-2 1964
 GB0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0840+STABILITY: SURFACE MOTION
 GB0840
 GB0840  HISTORY     - Date     Condition        Report By
 GB0840  HISTORY     - 1964     MONUMENTED       TNHD
 GB0840  HISTORY     - 1965     GOOD             TNHD
 GB0840
 GB0840                          STATION DESCRIPTION
 GB0840
 GB0840'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0840'1 MI N FROM CLINTON.
 GB0840'THE MARK IS LOCATED AT THE JOHNS 1964 STATION SITE.  THE MARK IS
 GB0840'4 FEET SOUTH OF A TELEPHONE BRACE POLE.  THE MARK IS A STANDARD
 GB0840'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0840'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0626 ***********************************************************************
 FD0626  DESIGNATION -  JOHNSON
 FD0626  PID         -  FD0626
 FD0626  STATE/COUNTY-  TN/MAURY
 FD0626  USGS QUAD   -  CARTERS CREEK (1982)
 FD0626
 FD0626                         *CURRENT SURVEY CONTROL
 FD0626  ___________________________________________________________________
 FD0626* NAD 83(1995)-  35 41 24.04521(N)    086 59 32.42631(W)     ADJUSTED  
 FD0626* NAVD 88     -       233.137  (meters)     764.88   (feet)  ADJUSTED  
 FD0626  ___________________________________________________________________
 FD0626  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FD0626  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0626  DYNAMIC HT  -         232.932 (meters)     764.21  (feet)  COMP
 FD0626  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0626
 FD0626  HORZ ORDER  -  SECOND
 FD0626  VERT ORDER  -  FIRST     CLASS II
 FD0626
 FD0626.The horizontal coordinates were established by classical geodetic methods
 FD0626.and adjusted by the National Geodetic Survey in April 1999..
 FD0626
 FD0626.The orthometric height was determined by differential leveling
 FD0626.and adjusted by the National Geodetic Survey in June 1991..
 FD0626
 FD0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0626
 FD0626.The geoid height was determined by GEOID03.
 FD0626
 FD0626.The dynamic height is computed by dividing the NAVD 88
 FD0626.geopotential number by the normal gravity value computed on the
 FD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0626.degrees latitude (g = 980.6199 gals.).
 FD0626
 FD0626.The modeled gravity was interpolated from observed gravity values.
 FD0626
 FD0626;                    North         East     Units Scale Factor Converg.
 FD0626;SPC TN       -   150,977.521   510,183.956   MT  0.99995155   -0 34 51.4
 FD0626;SPC TN       -   495,332.08  1,673,828.53   sFT  0.99995155   -0 34 51.4
 FD0626;UTM  16      - 3,949,567.231   500,693.011   MT  0.99960001   +0 00 16.1
 FD0626
 FD0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0626!SPC TN       -   0.99996782  x   0.99995155  =   0.99991937
 FD0626!UTM  16      -   0.99996782  x   0.99960001  =   0.99956784
 FD0626
 FD0626:                Primary Azimuth Mark                     Grid Az
 FD0626:SPC TN       -  TS 1L                                    040 09 44.2
 FD0626:UTM  16      -  TS 1L                                    039 34 36.7
 FD0626
 FD0626|---------------------------------------------------------------------|
 FD0626| PID    Reference Object                     Distance      Geod. Az  |
 FD0626|                                                           dddmmss.s |
 FD0626| FD0628 TS 1L                               APPROX. 2.1 KM 0393452.8 |
 FD0626| FD0627 JOHNSON RM 1                         24.278 METERS 05530     |
 FD0626| FD0625 JOHNSON RM 2                         24.915 METERS 28411     |
 FD0626|---------------------------------------------------------------------|
 FD0626
 FD0626                          SUPERSEDED SURVEY CONTROL
 FD0626
 FD0626  NAD 83(1995)-  35 41 24.04784(N)    086 59 32.42801(W) AD(       ) 2
 FD0626  NAD 83(1986)-  35 41 24.05635(N)    086 59 32.42813(W) AD(       ) 2
 FD0626  NAD 27      -  35 41 23.80540(N)    086 59 32.41380(W) AD(       ) 2
 FD0626  NGVD 29 (??/??/??)  233.12   (m)          764.8    (f) RESET       3  
 FD0626
 FD0626.Superseded values are not recommended for survey control.
 FD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0626.See file dsdata.txt to determine how the superseded data were derived.
 FD0626
 FD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0069349567(NAD 83)
 FD0626_MARKER: DD = SURVEY DISK
 FD0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0626_STAMPING: JOHNSON 1962
 FD0626_MARK LOGO: TNHD  
 FD0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0626+STABILITY: SURFACE MOTION
 FD0626
 FD0626  HISTORY     - Date     Condition        Report By
 FD0626  HISTORY     - 1962     MONUMENTED       TNHD
 FD0626  HISTORY     - 1963     GOOD             TNHD
 FD0626  HISTORY     - 1984     GOOD             NGS
 FD0626
 FD0626                          STATION DESCRIPTION
 FD0626
 FD0626'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0626'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SPRING HILL AND
 FD0626'ABOUT 6 MILES
 FD0626'NORTHEAST OF COLUMBIA.
 FD0626'
 FD0626'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON
 FD0626'U S HIGHWAY 31 FOR
 FD0626'5.85 MILES TO THE STATION ON THE RIGHT.
 FD0626'
 FD0626'THE STATION IS 80 FEET NORTH OF THE APPROXIMATE CENTER OF HARLAN
 FD0626'ROAD, 61 FEET WEST OF
 FD0626'THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U S
 FD0626'HIGHWAY 31 AND 42.3 FEET NORTH
 FD0626'OF A WITNESS POST.  THE SURFACE AND
 FD0626'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0626'DEPARTMENT DISKS AND
 FD0626'ARE STAMPED JOHNSON 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 FD0626'BELOW THE
 FD0626'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FD0626'FLUSH, CONCRETE MONUMENT.
 FD0626'
 FD0626'REFERENCE MARK NO 1 IS 114 FEET SOUTH OF UTILITY POLE NO 121 AND 35
 FD0626'FEET WEST OF THE
 FD0626'APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U S HIGHWAY
 FD0626'31.  IT IS A STANDARD
 FD0626'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0626'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0626'AND THE DISK IS STAMPED
 FD0626'JOHNSON RM-1 1962.
 FD0626'
 FD0626'REFERENCE MARK NO 2 IS 74.7 FEET WEST OF A WITNESS POST AND 44 FEET
 FD0626'NORTH OF THE APPROXIMATE
 FD0626'CENTER OF HARLAN ROAD.  IT IS A STANDARD TENNESSEE
 FD0626'HIGHWAY DEPARTMENT DISK SET IN A
 FD0626'10-INCH SQUARE, FLUSH, CONCRETE
 FD0626'MONUMENT AND THE DISK IS STAMPED JOHNSON RM-2 1962.
 FD0626'
 FD0626'TRAVERSE STATION TS-1L WILL SERVE AS THE AZIMUTH.  SEE DESCRIPTION
 FD0626'THEREOF.
 FD0626'
 FD0626'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 FD0626'
 FD0626'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 FD0626
 FD0626                          STATION RECOVERY (1963)
 FD0626
 FD0626'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0626'6 MI SW FROM SPRING HILL.
 FD0626'FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON U.S. HIGHWAY 31
 FD0626'FOR 5.85 MILES TO THE STATION ON THE RIGHT.  THE MARK IS 80 FEET
 FD0626'NORTH OF THE CENTER LINE OF HARLAN ROAD, 61 FEET WEST OF THE
 FD0626'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31, AND 42.3
 FD0626'FEET NORTH OF A WITNESS POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0626'CONCRETE MONUMENT.
 FD0626
 FD0626                          STATION RECOVERY (1984)
 FD0626
 FD0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0626'RECOVERED IN GOOD CONDITION.  NOTE, ADDITIONAL MEASUREMENTS, ALSO THE
 FD0626'WITNESS POST NO LONGER STANDS, 8.53 METERS (28.0 FT) NORTH OF THE
 FD0626'APPROXIMATE CENTER OF A DRIVEWAY TO A LARGE TWO LEVEL BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1606 ***********************************************************************
 FE1606  DESIGNATION -  JOHNSON
 FE1606  PID         -  FE1606
 FE1606  STATE/COUNTY-  TN/LAUDERDALE
 FE1606  USGS QUAD   -  GOLDDUST (1983)
 FE1606
 FE1606                         *CURRENT SURVEY CONTROL
 FE1606  ___________________________________________________________________
 FE1606* NAD 83(1986)-  35 44 18.     (N)    089 48 38.     (W)     SCALED    
 FE1606* NAVD 88     -        74.964  (meters)     245.94   (feet)  ADJUSTED  
 FE1606  ___________________________________________________________________
 FE1606  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1606  DYNAMIC HT  -          74.901 (meters)     245.74  (feet)  COMP
 FE1606  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1606
 FE1606  VERT ORDER  -  FIRST     CLASS II
 FE1606
 FE1606.The horizontal coordinates were scaled from a topographic map and have
 FE1606.an estimated accuracy of +/- 6 seconds.
 FE1606
 FE1606.The orthometric height was determined by differential leveling
 FE1606.and adjusted by the National Geodetic Survey in June 1991..
 FE1606
 FE1606.The geoid height was determined by GEOID03.
 FE1606
 FE1606.The dynamic height is computed by dividing the NAVD 88
 FE1606.geopotential number by the normal gravity value computed on the
 FE1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1606.degrees latitude (g = 980.6199 gals.).
 FE1606
 FE1606.The modeled gravity was interpolated from observed gravity values.
 FE1606
 FE1606;                    North         East    Units  Estimated Accuracy
 FE1606;SPC TN       -   162,590.      255,400.      MT  (+/- 180 meters Scaled)
 FE1606
 FE1606                          SUPERSEDED SURVEY CONTROL
 FE1606
 FE1606  NGVD 29 (??/??/??)   74.921  (m)          245.80   (f) ADJUSTED    1 2
 FE1606
 FE1606.Superseded values are not recommended for survey control.
 FE1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1606.See file dsdata.txt to determine how the superseded data were derived.
 FE1606
 FE1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE458585(NAD 83)
 FE1606_MARKER: DD = SURVEY DISK
 FE1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1606_STAMPING: JOHNSON 1954
 FE1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1606+STABILITY: SURFACE MOTION
 FE1606
 FE1606  HISTORY     - Date     Condition        Report By
 FE1606  HISTORY     - 1954     MONUMENTED       DOD
 FE1606  HISTORY     - 1957     GOOD             CGS
 FE1606
 FE1606                          STATION DESCRIPTION
 FE1606
 FE1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1606'3.8 MI SW FROM ASHPORT.
 FE1606'3.2 MILES WEST ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT ASHPORT,
 FE1606'THENCE 0.6 MILE SOUTH OF A FARM ROAD, 22 FEET EAST-SOUTHEAST OF
 FE1606'THE CENTER LINE OF THE ROAD, 65 FEET NORTHEAST OF THE CENTER
 FE1606'OF THE JUNCTION OF FARM ROADS, 89 FEET SOUTH OF A LONE 48-INCH
 FE1606'PECAN TREE WITH A TRIANGULAR BLAZE, 26 FEET SOUTH-SOUTHEAST OF
 FE1606'THE SOUTHEAST END OF A 18-INCH METAL PIPE CULVERT UNDER THE
 FE1606'ROAD, 21 FEET EAST OF THE SOUTHEAST END OF ANOTHER METAL PIPE
 FE1606'CULVERT UNDER THE ROAD, 86 1/2 FEET SOUTH OF TBM JOHNSON, IN A
 FE1606'PLOWED AREA, A DISK SET IN THE TOP OF A CONCRETE POST 30 INCHES
 FE1606'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2655 ***********************************************************************
 FB2655  DESIGNATION -  JOHNSON
 FB2655  PID         -  FB2655
 FB2655  STATE/COUNTY-  TN/KNOX
 FB2655  USGS QUAD   -  KNOXVILLE (1978)
 FB2655
 FB2655                         *CURRENT SURVEY CONTROL
 FB2655  ___________________________________________________________________
 FB2655* NAD 83(1995)-  35 57 40.86672(N)    083 54 56.14948(W)     ADJUSTED  
 FB2655* NAVD 88     -       342.1    (meters)    1122.     (feet)  VERTCON   
 FB2655  ___________________________________________________________________
 FB2655  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FB2655  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2655
 FB2655  HORZ ORDER  -  SECOND
 FB2655
 FB2655.The horizontal coordinates were established by classical geodetic methods
 FB2655.and adjusted by the National Geodetic Survey in April 1999..
 FB2655
 FB2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2655
 FB2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2655
 FB2655.The geoid height was determined by GEOID03.
 FB2655
 FB2655;                    North         East     Units Scale Factor Converg.
 FB2655;SPC TN       -   182,629.465   788,005.657   MT  0.99995086   +1 13 13.1
 FB2655;SPC TN       -   599,176.84  2,585,315.23   sFT  0.99995086   +1 13 13.1
 FB2655;UTM  17      - 3,983,592.474   237,060.503   MT  1.00045199   -1 42 47.3
 FB2655
 FB2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2655!SPC TN       -   0.99995114  x   0.99995086  =   0.99990200
 FB2655!UTM  17      -   0.99995114  x   1.00045199  =   1.00040310
 FB2655
 FB2655|---------------------------------------------------------------------|
 FB2655| PID    Reference Object                     Distance      Geod. Az  |
 FB2655|                                                           dddmmss.s |
 FB2655| CZ4875 JOHNSON RM 1                          5.606 METERS 21201     |
 FB2655| CZ4876 JOHNSON RM 2                          5.134 METERS 26350     |
 FB2655| FB2661 KNOXVILLE RADIO STA WKGN MAST       APPROX. 3.0 KM 2670359.8 |
 FB2655| FB2663 KNOXVILLE SECOND METH CHURCH        APPROX. 1.8 KM 2851340.0 |
 FB2655| FB2662 KNOXVILLE RADIO STA WKXV MAST       APPROX. 6.8 KM 2882401.5 |
 FB2655| FB2658 KNOXVILLE FIFTH MUN DIST SPIPE      APPROX. 3.6 KM 3011122.3 |
 FB2655| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 5.3 KM 3081958.0 |
 FB2655| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 0.8 KM 3185624.5 |
 FB2655| GA3549 KNOXVILLE SHARP RIDGE LOT           APPROX. 5.2 KM 3292622.0 |
 FB2655|---------------------------------------------------------------------|
 FB2655
 FB2655                          SUPERSEDED SURVEY CONTROL
 FB2655
 FB2655  NAD 83(1995)-  35 57 40.87458(N)    083 54 56.14664(W) AD(       ) 2
 FB2655  NAD 83(1986)-  35 57 40.88016(N)    083 54 56.14500(W) AD(       ) 2
 FB2655  NAD 27      -  35 57 40.58100(N)    083 54 56.48820(W) AD(       ) 2
 FB2655  NGVD 29 (07/19/86)  342.2    (m)         1123.     (f) VERT ANG       
 FB2655
 FB2655.Superseded values are not recommended for survey control.
 FB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2655.See file dsdata.txt to determine how the superseded data were derived.
 FB2655
 FB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3706183592(NAD 83)
 FB2655_MARKER: DS = TRIANGULATION STATION DISK
 FB2655_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FB2655+WITH SETTING: PAVEMENT
 FB2655
 FB2655  HISTORY     - Date     Condition        Report By
 FB2655  HISTORY     - 1960     MONUMENTED       CGS
 FB2655
 FB2655                          STATION DESCRIPTION
 FB2655
 FB2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2655'THE STATION IS LOCATED ATOP THE HIGHEST ROOF OF THE ANDREW JOHNSON
 FB2655'HOTEL AT 918 SOUTH GAY STREET IN DOWNTOWN KNOXVILLE.
 FB2655'
 FB2655'THE STATION MARK IS A STANDARD DISK, STAMPED JOHNSON 1960, CEMENTED
 FB2655'IN A DRILL HOLE IN THE CONCRETE ROOF OF THE HOTEL.  THE SURFACE OF
 FB2655'THIS ROOF HAS AN ASPHALT AND PEBBLE SURFACE OVER THE CONCRETE SLAB OF
 FB2655'THE ROOF AND THE MARK IS SET FLUSH WITH THE ASPHALT SURFACE.  IT IS
 FB2655'16.1 FEET EAST OF THE WEST EDGE OF THE WEST FIRE WALL, 6.1 FEET SOUTH
 FB2655'OF THE NORTH EDGE OF THE NORTH FIRE WALL, AND 6.1 FEET NORTH OF
 FB2655'THE NORTH EDGE OF A LARGE VENTILATOR.
 FB2655'
 FB2655'REFERENCE MARK NO. 1 IS A 3/8 INCH COPPER NAIL SET IN A DRILLED HOLE
 FB2655'IN THE CAPSTONE OF THE WEST FIRE WALL AND HAS A CROSS
 FB2655'CHISELED IN THE HEAD OF THE NAIL.  THE MARK BEARS NO STAMPING.  IT IS
 FB2655'15.8 FEET SOUTH OF THE NORTHWEST CORNER OF THE FIRE WALL,
 FB2655'10.1 FEET NORTH OF THE SOUTH END OF THE FIRE WALL, AND IS ABOUT 12
 FB2655'INCHES ABOVE THE ELEVATION OF THE STATION.
 FB2655'
 FB2655'REFERENCE MARK NO. 2 IS A 3/8-INCH COPPER NAIL SET IN A DRILLED HOLE
 FB2655'IN THE NORTHWEST CORNER CAPSTONE OF THE FIRE WALL AND HAS A CROSS
 FB2655'CHISELED IN THE HEAD OF THE NAIL.  THE MARK BEARS NO STAMPING.  IT IS
 FB2655'ABOUT 12 INCHES ABOVE THE ELEVATION OF THE STATION.
 FB2655'
 FB2655'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FB2655'15.46 FEET.
 FB2655'
 FB2655'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  THE KNOXVILLE,
 FB2655'IMMACULATE CONCEPTION CHURCH SPIRE ABOUT 0.5 MILE NORTHWEST OF
 FB2655'THE STATION WILL SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3519 ***********************************************************************
 GA3519  DESIGNATION -  JOHNSON
 GA3519  PID         -  GA3519
 GA3519  STATE/COUNTY-  TN/GRAINGER
 GA3519  USGS QUAD   -  BEAN STATION (1976)
 GA3519
 GA3519                         *CURRENT SURVEY CONTROL
 GA3519  ___________________________________________________________________
 GA3519* NAD 83(1995)-  36 20 43.37779(N)    083 19 29.77671(W)     ADJUSTED  
 GA3519* NAVD 88     -       340.8    (meters)    1118.     (feet)  VERTCON   
 GA3519  ___________________________________________________________________
 GA3519  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GA3519  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3519
 GA3519  HORZ ORDER  -  SECOND
 GA3519
 GA3519.The horizontal coordinates were established by classical geodetic methods
 GA3519.and adjusted by the National Geodetic Survey in April 1999..
 GA3519
 GA3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3519
 GA3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3519
 GA3519.The geoid height was determined by GEOID03.
 GA3519
 GA3519;                    North         East     Units Scale Factor Converg.
 GA3519;SPC TN       -   226,520.260   840,104.618   MT  0.99998813   +1 33 57.9
 GA3519;SPC TN       -   743,175.22  2,756,243.23   sFT  0.99998813   +1 33 57.9
 GA3519;UTM  17      - 4,024,767.100   291,359.178   MT  1.00013637   -1 22 42.1
 GA3519
 GA3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3519!SPC TN       -   0.99995140  x   0.99998813  =   0.99993953
 GA3519!UTM  17      -   0.99995140  x   1.00013637  =   1.00008776
 GA3519
 GA3519|---------------------------------------------------------------------|
 GA3519| PID    Reference Object                     Distance      Geod. Az  |
 GA3519|                                                           dddmmss.s |
 GA3519| DB9504 JOHNSON RM 1                          9.077 METERS 17804     |
 GA3519| GA2126 DAM                                 APPROX. 1.0 KM 2533340.4 |
 GA3519| DB9505 JOHNSON RM 2                          9.860 METERS 35711     |
 GA3519|---------------------------------------------------------------------|
 GA3519
 GA3519                          SUPERSEDED SURVEY CONTROL
 GA3519
 GA3519  NAD 83(1995)-  36 20 43.38164(N)    083 19 29.78025(W) AD(       ) 2
 GA3519  NAD 83(1995)-  36 20 43.38859(N)    083 19 29.77372(W) AD(       ) 2
 GA3519  NAD 83(1995)-  36 20 43.38445(N)    083 19 29.77900(W) AD(       ) 2
 GA3519  NAD 83(1986)-  36 20 43.38661(N)    083 19 29.77900(W) AD(       ) 2
 GA3519  NAD 27      -  36 20 43.06057(N)    083 19 30.15209(W) AD(       ) 2
 GA3519  NGVD 29 (07/19/86)  340.9    (m)         1118.     (f) VERT ANG       
 GA3519
 GA3519.Superseded values are not recommended for survey control.
 GA3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3519.See file dsdata.txt to determine how the superseded data were derived.
 GA3519
 GA3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9135924767(NAD 83)
 GA3519_MARKER: DD = SURVEY DISK
 GA3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3519
 GA3519  HISTORY     - Date     Condition        Report By
 GA3519  HISTORY     - 1963     MONUMENTED       TNHD
 GA3519
 GA3519                          STATION DESCRIPTION
 GA3519
 GA3519'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3519'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF BEAN STATION ON THE
 GA3519'NORTH SIDE OF U.S.  HIGHWAY
 GA3519'11W.
 GA3519'
 GA3519'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST OF
 GA3519'U.S.  HIGHWAY 11W FOR
 GA3519'2.35 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT FOR
 GA3519'50 YARDS TO A FORK, KEEP LEFT AND
 GA3519'GO 50 YARDS TO A WHITE FRAME HOUSE
 GA3519'AND THE STATION.
 GA3519'
 GA3519'THE STATION IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 GA3519'FRAME HOUSE AND 24
 GA3519'FEET WEST OF A SMALL TREE.  THE SURFACE AND UNDERGROUND
 GA3519'MARKS ARE STANDARD TENNESSEE
 GA3519'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA3519'JOHNSON 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA3519'INCHES BELOW THE
 GA3519'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA3519'FLUSH,CONCRETE
 GA3519'MONUMENT.
 GA3519'
 GA3519'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF A SMALL TREE.  IT IS A
 GA3519'STANDARD TENNESSEE
 GA3519'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3519'CONCRETE MONUMENT AND THE
 GA3519'DISK IS STAMPED JOHNSON RM-1 1963.
 GA3519'
 GA3519'REFERENCE MARK NO. 2 IS 47 FEET WEST OF THE SOUTHWEST CORNER OF A
 GA3519'WHITE FRAME HOUSE
 GA3519'AND 32 FEET NORTHWEST OF A SMALL TREE.  IT IS A STANDARD
 GA3519'TENNESSEE HIGHWAY DEPARTMENT
 GA3519'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3519'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3519'JOHNSON RM-2 1963.
 GA3519'
 GA3519'TRAVERSE STATION DAM WILL SERVE AS AN AZIMUTH MARK.
 GA3519'
 GA3519'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2314 ***********************************************************************
 FE2314  DESIGNATION -  JOHNSON
 FE2314  PID         -  FE2314
 FE2314  STATE/COUNTY-  TN/MADISON
 FE2314  USGS QUAD   -  BEECH BLUFF (1981)
 FE2314
 FE2314                         *CURRENT SURVEY CONTROL
 FE2314  ___________________________________________________________________
 FE2314* NAD 83(1995)-  35 34 31.59425(N)    088 40 24.39320(W)     ADJUSTED  
 FE2314* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2314  ___________________________________________________________________
 FE2314  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FE2314  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2314
 FE2314  HORZ ORDER  -  FIRST
 FE2314
 FE2314.The horizontal coordinates were established by classical geodetic methods
 FE2314.and adjusted by the National Geodetic Survey in April 1999..
 FE2314
 FE2314.The orthometric height was scaled from a topographic map.
 FE2314
 FE2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2314
 FE2314.The geoid height was determined by GEOID03.
 FE2314
 FE2314;                    North         East     Units Scale Factor Converg.
 FE2314;SPC TN       -   141,120.522   357,707.382   MT  0.99995853   -1 33 54.5
 FE2314;SPC TN       -   462,992.91  1,173,578.30   sFT  0.99995853   -1 33 54.5
 FE2314;UTM  16      - 3,938,149.024   348,365.323   MT  0.99988335   -0 58 25.5
 FE2314
 FE2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2314!SPC TN       -   0.99997790  x   0.99995853  =   0.99993643
 FE2314!UTM  16      -   0.99997790  x   0.99988335  =   0.99986125
 FE2314
 FE2314:                Primary Azimuth Mark                     Grid Az
 FE2314:SPC TN       -  JOHNSON AZ MK                            008 45 20.6
 FE2314:UTM  16      -  JOHNSON AZ MK                            008 09 51.6
 FE2314
 FE2314|---------------------------------------------------------------------|
 FE2314| PID    Reference Object                     Distance      Geod. Az  |
 FE2314|                                                           dddmmss.s |
 FE2314| CG3610 JOHNSON AZ MK                                      0071126.1 |
 FE2314| CG3611 JOHNSON RM 1                         31.434 METERS 04345     |
 FE2314| CG3613 JOHNSON RM 3                         20.875 METERS 06343     |
 FE2314| CG3614 JOHNSON RM 4                         23.714 METERS 22727     |
 FE2314| CG3612 JOHNSON RM 2                         47.457 METERS 24408     |
 FE2314| FE2367 JACKSON WOOD PRODUCTS TALL STK      APPROX.11.8 KM 2843540.3 |
 FE2314| FE2338 JACKSON RAD STA WJAK MAST           APPROX.11.8 KM 3095617.3 |
 FE2314|---------------------------------------------------------------------|
 FE2314
 FE2314                          SUPERSEDED SURVEY CONTROL
 FE2314
 FE2314  NAD 83(1995)-  35 34 31.59932(N)    088 40 24.39913(W) AD(       ) 1
 FE2314  NAD 83(1986)-  35 34 31.60575(N)    088 40 24.39438(W) AD(       ) 1
 FE2314  NAD 27      -  35 34 31.34400(N)    088 40 24.19700(W) AD(       ) 1
 FE2314
 FE2314.Superseded values are not recommended for survey control.
 FE2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2314.See file dsdata.txt to determine how the superseded data were derived.
 FE2314
 FE2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4836538149(NAD 83)
 FE2314_MARKER: DS = TRIANGULATION STATION DISK
 FE2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2314
 FE2314  HISTORY     - Date     Condition        Report By
 FE2314  HISTORY     - 1934     MONUMENTED       CGS
 FE2314  HISTORY     - 1943     GOOD             CGS
 FE2314  HISTORY     - 1951     GOOD             CGS
 FE2314  HISTORY     - 1958     GOOD             CGS
 FE2314
 FE2314                          STATION DESCRIPTION
 FE2314
 FE2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2314'ABOUT 10 MILES BY ROAD, EAST OF JACKSON, ON HIGH WOODED POINT, AND ON
 FE2314'PROPERTY OF R. M. K. JOHNSON. TO REACH FROM RAILROAD CROSSING
 FE2314'ON EAST CHESTER STREET IN JACKSON, GO EAST 2.8 MILES TO T-ROAD, TURN
 FE2314'RIGHT AT SIGN MIFLIN 12 MILES AND GO 2.5 MILES TO FORKS,
 FE2314'TAKE LEFT FORK AT ARROW MIFLIN ROAD AND CONTINUE 4.9 MILES TO TOP OF
 FE2314'GRADE AND STATION, ON HIGH WOODED POINT TO RIGHT, ABOUT 150
 FE2314'FEET SOUTHWEST OF MIFLIN ROAD, 16 FEET EAST-SOUTHEAST OF CENTER
 FE2314'LINE OF FARM ROAD, AND 11 FEET WEST-SOUTHWEST OF 8-INCH BLACK OAK
 FE2314'WITH TRIANGULAR BLAZE. SURFACE AND UNDERGROUND MARKS ARE
 FE2314'STANDARD DISK STATION MARKS IN CONCRETE.  UPPER MARK
 FE2314'PROJECTS 9 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS
 FE2314'ARE STANDARD REFERENCE DISKS IN CONCRETE PROJECTING 9
 FE2314'INCHES ABOVE GROUND.  NO. 1 IS AT EDGE OF WOODS, 9 FEET
 FE2314'NORTHWEST OF CENTER LINE OF FARM ROAD, AND 103.13 FEET FROM STATION.
 FE2314'NO. 2 IS IN WOODS, 29 FEET
 FE2314'NORTHWEST OF CENTER LINE OF FARM ROAD, 20 FEET NORTHWEST OF WIRE
 FE2314'FENCE, AND 155.70 FEET FROM STATION.
 FE2314'AZIMUTH MARK IS IN CLEARED AREA, ABOUT 90 FEET SOUTH OF
 FE2314'WHITE HOUSE, 35 FEET NORTHEAST OF CENTER LINE OF MIFLIN ROAD, AND 0.2
 FE2314'MILE FROM STATION.
 FE2314
 FE2314                          STATION RECOVERY (1943)
 FE2314
 FE2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 FE2314'THE ORIGINAL DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 FE2314'HOWEVER, THE TWO SIGNS MENTIONED (MIFLIN 12 MILES AND
 FE2314'MIFLIN ROAD) ARE GONE.
 FE2314'
 FE2314'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FE2314'DESCRIBED IN GOOD CONDITION.
 FE2314
 FE2314                          STATION RECOVERY (1951)
 FE2314
 FE2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2314'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 FE2314'GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO THE AZIMUTH
 FE2314'MARK AND REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT. THE
 FE2314'1934 TO REACH THE STATION IS ADEQUATE.
 FE2314'
 FE2314'HEIGHT OF LIGHT ABOVE STATION MARK, 26 METERS.
 FE2314
 FE2314                          STATION RECOVERY (1958)
 FE2314
 FE2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2314'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD
 FE2314'CONDITION. REFERENCE MARK 1 WAS NEVER FOUND AND SHOULD BE
 FE2314'CONSIDERED LOST. REFERENCE MARK 2 WAS FOUND DESTROYED. TWO NEW
 FE2314'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME. THE
 FE2314'REFERENCE POINTS TO THE STATION ARE TO BE DISREGARDED. THE DIRECTION
 FE2314'TO THE AZIMUTH MARK CHECKED.  THE REFERENCE MEASUREMENT TO THE
 FE2314'CENTERLINE OF MIFLIN ROAD DID NOT CHECK AND THE WHITE HOUSE IS NO
 FE2314'LONGER THERE.  THE TO REACH FOR THE STATION DID NOT CHECK.
 FE2314'
 FE2314'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 FE2314'
 FE2314'THE STATION IS ABOUT 8 MILES SOUTHEAST OF JACKSON, ABOUT 0.15 MILE
 FE2314'WEST OF MIFLIN ROAD, ON A HIGH WOODED KNOLL, AT THE SOUTH EDGE
 FE2314'OF A GRAVEL PIT. THE PROPERTY OWNER HAS CHANGED FROM R.M.K. JOHNSON
 FE2314'TO MRS. F.L. JOHNSON. IT IS 18 FEET EAST OF A 16 INCH OAK TREE, 21
 FE2314'FEET NORTH OF A 6 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 FE2314'SIDE, 2 FEET SOUTH OF A WHITE WITNESS POST, 14 FEET WEST OF A
 FE2314'12 INCH HICKORY TREE, AT THE SOUTH EDGE OF THE GRAVEL PIT AND IN
 FE2314'THE NORTH EDGE OF A WOODED SECTOR. THE MONUMENT PROJECTS 9 INCHES
 FE2314'AND THE DISK IS STAMPED JOHNSON 1934.
 FE2314'
 FE2314'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE IN
 FE2314'JACKSON, GO EAST ON U.S. HIGHWAYS 70 AND 45 FOR 0.3 MILE TO
 FE2314'THEIR JUNCTION. TURN RIGHT AND GO SOUTH ON HIGHWAY 45 FOR 0.1 MILE TO
 FE2314'A CROSS STREET (EAST CHESTER STREET). TURN LEFT AND GO EAST ON
 FE2314'EAST CHESTER STREET FOR 0.1 MILE TO A RAILROAD CROSSING. CONTINUE
 FE2314'EAST ON EAST CHESTER STREET FOR 2.45 MILES TO A SIDE ROAD
 FE2314'RIGHT AND A GROCERY STORE ON THE LEFT. TURN RIGHT AND GO SOUTHEAST
 FE2314'ON MIFLIN ROAD FOR 2.15 MILES TO A FORK. KEEP LEFT FORK AND
 FE2314'CONTINUE ON MIFLIN ROAD FOR 0.95 MILE TO ANOTHER FORK.  CONTINUE
 FE2314'STRAIGHT AHEAD ON MIFLIN ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT
 FE2314'(ROCKY SPRINGS ROAD). CONTINUE ON MIFLIN ROAD IN AN EASTERLY
 FE2314'DIRECTION FOR 2.05 MILES TO A REVERSE Y-FORK. CONTINUE STRAIGHT AHEAD
 FE2314'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE ON
 FE2314'MIFLIN ROAD FOR 0.15 MILE TO A Y-FORK. KEEP RIGHT ON A DIRT ROAD FOR
 FE2314'0.1 MILE INTO A GRAVEL PIT AND THE STATION AT THE SOUTH
 FE2314'EDGE OF THE GRAVEL PIT.
 FE2314'
 FE2314'REFERENCE MARK 3 IS 69 FEET NORTHEAST OF THE WHITE WITNESS POST, 2
 FE2314'FEET WEST OF A 14 INCH HICKORY TREE, 26 FEET NORTHWEST OF A
 FE2314'14 INCH HICKORY TREE AND 17 FEET SOUTH OF THE SOUTH BANK OF THE
 FE2314'GRAVEL PIT. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2314'JOHNSON NO 3 1934.
 FE2314'
 FE2314'REFERENCE MARK 4 IS 78 FEET SOUTHWEST OF THE WHITE WITNESS POST, 12
 FE2314'FEET EAST OF A 10 INCH OAK TREE, 62 FEET SOUTHWEST OF THE
 FE2314'16 INCH OAK TREE AND 26 FEET SOUTHEAST OF THE CENTERLINE OF A DIM
 FE2314'WOODS ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2314'JOHNSON NO 4 1934.
 FE2314'
 FE2314'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF MIFLIN ROAD, 1
 FE2314'FOOT SOUTH OF A WHITE WITNESS POST AND 13 FEET NORTHWEST OF
 FE2314'A TELEPHONE POLE. THE MONUMENT PROJECTS 9 INCHES AND THE DISK IS
 FE2314'STAMPED JOHNSON 1934.
 FE2314'
 FE2314'HEIGHT OF LIGHT 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1605 ***********************************************************************
 FE1605  DESIGNATION -  JOHNSON CAP
 FE1605  PID         -  FE1605
 FE1605  STATE/COUNTY-  TN/LAUDERDALE
 FE1605  USGS QUAD   -  GOLDDUST (1983)
 FE1605
 FE1605                         *CURRENT SURVEY CONTROL
 FE1605  ___________________________________________________________________
 FE1605* NAD 83(1986)-  35 44 16.     (N)    089 48 37.     (W)     SCALED    
 FE1605* NAVD 88     -        75.557  (meters)     247.89   (feet)  ADJUSTED  
 FE1605  ___________________________________________________________________
 FE1605  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1605  DYNAMIC HT  -          75.493 (meters)     247.68  (feet)  COMP
 FE1605  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1605
 FE1605  VERT ORDER  -  SECOND    CLASS 0
 FE1605
 FE1605.The horizontal coordinates were scaled from a topographic map and have
 FE1605.an estimated accuracy of +/- 6 seconds.
 FE1605
 FE1605.The orthometric height was determined by differential leveling
 FE1605.and adjusted by the National Geodetic Survey in June 1991..
 FE1605
 FE1605.The geoid height was determined by GEOID03.
 FE1605
 FE1605.The dynamic height is computed by dividing the NAVD 88
 FE1605.geopotential number by the normal gravity value computed on the
 FE1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1605.degrees latitude (g = 980.6199 gals.).
 FE1605
 FE1605.The modeled gravity was interpolated from observed gravity values.
 FE1605
 FE1605;                    North         East    Units  Estimated Accuracy
 FE1605;SPC TN       -   162,530.      255,420.      MT  (+/- 180 meters Scaled)
 FE1605
 FE1605                          SUPERSEDED SURVEY CONTROL
 FE1605
 FE1605  NGVD 29 (??/??/??)   75.552  (m)          247.87   (f) ADJUSTED    2 0
 FE1605
 FE1605.Superseded values are not recommended for survey control.
 FE1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1605.See file dsdata.txt to determine how the superseded data were derived.
 FE1605
 FE1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE458585(NAD 83)
 FE1605_MARKER: P = PIPE CAP
 FE1605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1605_STAMPING: BM 1906
 FE1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1605
 FE1605  HISTORY     - Date     Condition        Report By
 FE1605  HISTORY     - 1906     MONUMENTED       MRC
 FE1605  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1605
 FE1605                          STATION DESCRIPTION
 FE1605
 FE1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1605'1.8 MI SW FROM ASHPORT.
 FE1605'1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 FE1605'ASHPORT, LAUDERDALE COUNTY, THENCE 0.6 MILE SOUTH ALONG A DIRT
 FE1605'ROAD, 18 FEET NORTH OF THE NORTH END OF THE FORK, ON THE JOHNSON
 FE1605'FARM, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 88.5 FEET
 FE1605'SOUTH OF A 3-FOOT PECAN TREE, 0.8 FOOT EAST OF A WHITE WOODEN
 FE1605'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 FE1605'A 3 1/2 INCH IRON PIPE BEARING A MRC STANDARD CAP AND PROJECTING
 FE1605'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0627 ***********************************************************************
 FD0627  DESIGNATION -  JOHNSON RM 1
 FD0627  PID         -  FD0627
 FD0627  STATE/COUNTY-  TN/MAURY
 FD0627  USGS QUAD   -  CARTERS CREEK (1982)
 FD0627
 FD0627                         *CURRENT SURVEY CONTROL
 FD0627  ___________________________________________________________________
 FD0627* NAD 83(1986)-  35 41 23.     (N)    086 59 32.     (W)     SCALED    
 FD0627* NAVD 88     -       231.924  (meters)     760.90   (feet)  ADJUSTED  
 FD0627  ___________________________________________________________________
 FD0627  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0627  DYNAMIC HT  -         231.720 (meters)     760.23  (feet)  COMP
 FD0627  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0627
 FD0627  VERT ORDER  -  SECOND    CLASS 0
 FD0627
 FD0627.The horizontal coordinates were scaled from a topographic map and have
 FD0627.an estimated accuracy of +/- 6 seconds.
 FD0627
 FD0627.The orthometric height was determined by differential leveling
 FD0627.and adjusted by the National Geodetic Survey in June 1991..
 FD0627
 FD0627.The geoid height was determined by GEOID03.
 FD0627
 FD0627.The dynamic height is computed by dividing the NAVD 88
 FD0627.geopotential number by the normal gravity value computed on the
 FD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0627.degrees latitude (g = 980.6199 gals.).
 FD0627
 FD0627.The modeled gravity was interpolated from observed gravity values.
 FD0627
 FD0627;                    North         East    Units  Estimated Accuracy
 FD0627;SPC TN       -   150,950.      510,190.      MT  (+/- 180 meters Scaled)
 FD0627
 FD0627                          SUPERSEDED SURVEY CONTROL
 FD0627
 FD0627  NGVD 29 (??/??/??)  231.91   (m)          760.9    (f) RESET       3  
 FD0627
 FD0627.Superseded values are not recommended for survey control.
 FD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0627.See file dsdata.txt to determine how the superseded data were derived.
 FD0627
 FD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE007495(NAD 83)
 FD0627_MARKER: DD = SURVEY DISK
 FD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0627_STAMPING: JOHNSON RM 1 1962
 FD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0627+STABILITY: SURFACE MOTION
 FD0627
 FD0627  HISTORY     - Date     Condition        Report By
 FD0627  HISTORY     - 1962     MONUMENTED       TNHD
 FD0627  HISTORY     - 1963     GOOD             TNHD
 FD0627  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0627
 FD0627                          STATION DESCRIPTION
 FD0627
 FD0627'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0627'6 MI SW FROM SPRING HILL.
 FD0627'THE MARK IS LOCATED AT THE JOHNSON 1962 STATION SITE, 114
 FD0627'FEET SOUTH OF UTILITY POLE NO. 121 AND 35 FEET WEST OF THE CENTER
 FD0627'LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31.  IT IS SET IN
 FD0627'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0627
 FD0627                          STATION RECOVERY (1984)
 FD0627
 FD0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0627'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0625 ***********************************************************************
 FD0625  DESIGNATION -  JOHNSON RM 2
 FD0625  PID         -  FD0625
 FD0625  STATE/COUNTY-  TN/MAURY
 FD0625  USGS QUAD   -  CARTERS CREEK (1982)
 FD0625
 FD0625                         *CURRENT SURVEY CONTROL
 FD0625  ___________________________________________________________________
 FD0625* NAD 83(1986)-  35 41 23.     (N)    086 59 32.     (W)     SCALED    
 FD0625* NAVD 88     -       233.403  (meters)     765.76   (feet)  ADJUSTED  
 FD0625  ___________________________________________________________________
 FD0625  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0625  DYNAMIC HT  -         233.197 (meters)     765.08  (feet)  COMP
 FD0625  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0625
 FD0625  VERT ORDER  -  SECOND    CLASS 0
 FD0625
 FD0625.The horizontal coordinates were scaled from a topographic map and have
 FD0625.an estimated accuracy of +/- 6 seconds.
 FD0625
 FD0625.The orthometric height was determined by differential leveling
 FD0625.and adjusted by the National Geodetic Survey in June 1991..
 FD0625
 FD0625.The geoid height was determined by GEOID03.
 FD0625
 FD0625.The dynamic height is computed by dividing the NAVD 88
 FD0625.geopotential number by the normal gravity value computed on the
 FD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0625.degrees latitude (g = 980.6199 gals.).
 FD0625
 FD0625.The modeled gravity was interpolated from observed gravity values.
 FD0625
 FD0625;                    North         East    Units  Estimated Accuracy
 FD0625;SPC TN       -   150,950.      510,190.      MT  (+/- 180 meters Scaled)
 FD0625
 FD0625                          SUPERSEDED SURVEY CONTROL
 FD0625
 FD0625  NGVD 29 (??/??/??)  233.38   (m)          765.7    (f) RESET       3  
 FD0625
 FD0625.Superseded values are not recommended for survey control.
 FD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0625.See file dsdata.txt to determine how the superseded data were derived.
 FD0625
 FD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE007495(NAD 83)
 FD0625_MARKER: DD = SURVEY DISK
 FD0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0625_STAMPING: JOHNSON RM 2 1962
 FD0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0625+STABILITY: SURFACE MOTION
 FD0625
 FD0625  HISTORY     - Date     Condition        Report By
 FD0625  HISTORY     - 1962     MONUMENTED       TNHD
 FD0625  HISTORY     - 1963     GOOD             TNHD
 FD0625  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0625
 FD0625                          STATION DESCRIPTION
 FD0625
 FD0625'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0625'6 MI SW FROM SPRING HILL.
 FD0625'THE MARK IS LOCATED AT THE JOHNSON 1962 STATION SITE, 74.7 FEET
 FD0625'WEST OF A WITNESS POST AND 44 FEET NORTH OF THE CENTER LINE OF
 FD0625'HARLAN ROAD.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0625'MONUMENT.
 FD0625
 FD0625                          STATION RECOVERY (1984)
 FD0625
 FD0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0625'THE CONCRETE POST WAS FOUND ALL CHIPPED UP BUT THE DISK WAS NOT
 FD0625'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1604 ***********************************************************************
 FE1604  DESIGNATION -  JOHNSON TBM
 FE1604  PID         -  FE1604
 FE1604  STATE/COUNTY-  TN/LAUDERDALE
 FE1604  USGS QUAD   -  GOLDDUST (1983)
 FE1604
 FE1604                         *CURRENT SURVEY CONTROL
 FE1604  ___________________________________________________________________
 FE1604* NAD 83(1986)-  35 37 45.     (N)    089 48 45.     (W)     SCALED    
 FE1604* NAVD 88     -        76.50   (+/-2cm)     251.0    (feet)  VERTCON   
 FE1604  ___________________________________________________________________
 FE1604  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1604
 FE1604  VERT ORDER  -  ? (See Below)
 FE1604
 FE1604.The horizontal coordinates were scaled from a topographic map and have
 FE1604.an estimated accuracy of +/- 6 seconds.
 FE1604
 FE1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1604.The vertical order pertains to the NGVD 29 superseded value.
 FE1604
 FE1604.The geoid height was determined by GEOID03.
 FE1604
 FE1604;                    North         East    Units  Estimated Accuracy
 FE1604;SPC TN       -   150,500.      254,750.      MT  (+/- 180 meters Scaled)
 FE1604
 FE1604                          SUPERSEDED SURVEY CONTROL
 FE1604
 FE1604  NGVD 29 (??/??/??)   76.465  (m)          250.87   (f) ADJUSTED    ?  
 FE1604
 FE1604.Superseded values are not recommended for survey control.
 FE1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1604.See file dsdata.txt to determine how the superseded data were derived.
 FE1604
 FE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE453464(NAD 83)
 FE1604_MARKER: S = SPIKE
 FE1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1604_SP_SET: PECAN TREE
 FE1604_STAMPING: TBM JOHNSON
 FE1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1604
 FE1604  HISTORY     - Date     Condition        Report By
 FE1604  HISTORY     - UNK      MONUMENTED       MRC
 FE1604  HISTORY     - 1957     GOOD             CGS
 FE1604
 FE1604                          STATION DESCRIPTION
 FE1604
 FE1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1604'3.8 MI SW FROM ASHPORT.
 FE1604'3.2 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1604'THENCE 0.6 MILE SOUTH ALONG A FARM ROAD, 16 FEET EAST OF THE
 FE1604'CENTER LINE OF THE ROAD, 86 1/2 FEET NORTH OF PBM JOHNSON, ON
 FE1604'TOP OF A ROOT ON THE SOUTH SIDE OF A LONE 48-INCH PECAN TREE,
 FE1604'A SPIKE DRIVEN THROUGH A METAL PLATE PAINTED YELLOW AND ABOUT
 FE1604'2 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1577 ***********************************************************************
 GC1577  DESIGNATION -  JOHNSONVILLE
 GC1577  PID         -  GC1577
 GC1577  STATE/COUNTY-  TN/HUMPHREYS
 GC1577  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1577
 GC1577                         *CURRENT SURVEY CONTROL
 GC1577  ___________________________________________________________________
 GC1577* NAD 83(1986)-  36 03 45.     (N)    087 57 53.     (W)     SCALED    
 GC1577* NAVD 88     -       113.955  (meters)     373.87   (feet)  ADJUSTED  
 GC1577  ___________________________________________________________________
 GC1577  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC1577  DYNAMIC HT  -         113.858 (meters)     373.55  (feet)  COMP
 GC1577  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC1577
 GC1577  VERT ORDER  -  FIRST     CLASS II
 GC1577
 GC1577.The horizontal coordinates were scaled from a topographic map and have
 GC1577.an estimated accuracy of +/- 6 seconds.
 GC1577
 GC1577.The orthometric height was determined by differential leveling
 GC1577.and adjusted by the National Geodetic Survey in June 1991..
 GC1577
 GC1577.The geoid height was determined by GEOID03.
 GC1577
 GC1577.The dynamic height is computed by dividing the NAVD 88
 GC1577.geopotential number by the normal gravity value computed on the
 GC1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1577.degrees latitude (g = 980.6199 gals.).
 GC1577
 GC1577.The modeled gravity was interpolated from observed gravity values.
 GC1577
 GC1577;                    North         East    Units  Estimated Accuracy
 GC1577;SPC TN       -   193,630.      423,010.      MT  (+/- 180 meters Scaled)
 GC1577
 GC1577                          SUPERSEDED SURVEY CONTROL
 GC1577
 GC1577  NGVD 29 (??/??/92)  113.987  (m)          373.97   (f) ADJ UNCH    1 2
 GC1577
 GC1577.Superseded values are not recommended for survey control.
 GC1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1577.See file dsdata.txt to determine how the superseded data were derived.
 GC1577
 GC1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE131913(NAD 83)
 GC1577_MARKER: DD = SURVEY DISK
 GC1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1577_SP_SET: STEP
 GC1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1577
 GC1577  HISTORY     - Date     Condition        Report By
 GC1577  HISTORY     - UNK      MONUMENTED       DOD
 GC1577  HISTORY     - 1947     GOOD             NGS
 GC1577
 GC1577                          STATION DESCRIPTION
 GC1577
 GC1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1577'2.6 MI W FROM DENVER.
 GC1577'2.6 MILES WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1577'FROM THE POST OFFICE AT DENVER, ABOUT 0.2 MILE WEST AND 3.4
 GC1577'MILES NORTH ALONG A GRAVEL FROM THE STATION AT JOHNSONVILLE,
 GC1577'ABOUT 160 FEET EAST OF THE SITE OF THE NASHVILLE, CHATTANOOGA
 GC1577'AND ST. LOUIS RAILWAY STATION AT ABANDONED JOHNSONVILLE, AT THE
 GC1577'SITE OF A STORE WHICH HAS BEEN TORN DOWN, 68 FEET EAST OF THE
 GC1577'NORTHEAST CORNER OF A SMALL CAMP CABIN, 71 FEET SOUTH OF THE
 GC1577'CENTER LINE OF THE OLD RAILWAY BED, NEAR THE MIDDLE OF THE NORTH
 GC1577'SIDE OF AN OLD CONCRETE LOADING PLATFORM, ON THE TOP OF THE WEST
 GC1577'END OF THE MIDDLE CONCRETE STEP, AND ABOUT 2-1/2 FEET ABOVE
 GC1577'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2456 ***********************************************************************
 GA2456  DESIGNATION -  JONES
 GA2456  PID         -  GA2456
 GA2456  STATE/COUNTY-  TN/KNOX
 GA2456  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2456
 GA2456                         *CURRENT SURVEY CONTROL
 GA2456  ___________________________________________________________________
 GA2456* NAD 83(1995)-  36 01 11.70337(N)    083 54 50.11351(W)     ADJUSTED  
 GA2456* NAVD 88     -       351.587  (meters)    1153.50   (feet)  ADJUSTED  
 GA2456  ___________________________________________________________________
 GA2456  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GA2456  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2456  DYNAMIC HT  -         351.262 (meters)    1152.43  (feet)  COMP
 GA2456  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA2456
 GA2456  HORZ ORDER  -  SECOND
 GA2456  VERT ORDER  -  SECOND    CLASS 0
 GA2456
 GA2456.The horizontal coordinates were established by classical geodetic methods
 GA2456.and adjusted by the National Geodetic Survey in April 1999..
 GA2456
 GA2456.The orthometric height was determined by differential leveling
 GA2456.and adjusted by the National Geodetic Survey in June 1991..
 GA2456
 GA2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2456
 GA2456.The geoid height was determined by GEOID03.
 GA2456
 GA2456.The dynamic height is computed by dividing the NAVD 88
 GA2456.geopotential number by the normal gravity value computed on the
 GA2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2456.degrees latitude (g = 980.6199 gals.).
 GA2456
 GA2456.The modeled gravity was interpolated from observed gravity values.
 GA2456
 GA2456;                    North         East     Units Scale Factor Converg.
 GA2456;SPC TN       -   189,129.286   788,018.365   MT  0.99995364   +1 13 16.6
 GA2456;SPC TN       -   620,501.67  2,585,356.92   sFT  0.99995364   +1 13 16.6
 GA2456;UTM  17      - 3,990,086.357   237,406.135   MT  1.00044974   -1 42 52.4
 GA2456
 GA2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2456!SPC TN       -   0.99994965  x   0.99995364  =   0.99990329
 GA2456!UTM  17      -   0.99994965  x   1.00044974  =   1.00039936
 GA2456
 GA2456:                Primary Azimuth Mark                     Grid Az
 GA2456:SPC TN       -  KNOXVILLE RADIO STA WNOX MAST            027 03 01.6
 GA2456:UTM  17      -  KNOXVILLE RADIO STA WNOX MAST            029 59 10.6
 GA2456
 GA2456|---------------------------------------------------------------------|
 GA2456| PID    Reference Object                     Distance      Geod. Az  |
 GA2456|                                                           dddmmss.s |
 GA2456| GA3548 KNOXVILLE RADIO STA WNOX MAST       APPROX. 2.9 KM 0281618.2 |
 GA2456| GA2457 JONES RM 1                           22.051 METERS 12529     |
 GA2456| FB2656 KNOXVILLE C B ATKIN CO TANK         APPROX. 3.5 KM 2202032.1 |
 GA2456| GA2455 JONES RM 2                           47.116 METERS 24502     |
 GA2456|---------------------------------------------------------------------|
 GA2456
 GA2456                          SUPERSEDED SURVEY CONTROL
 GA2456
 GA2456  NAD 83(1995)-  36 01 11.71026(N)    083 54 50.11210(W) AD(       ) 2
 GA2456  NAD 83(1995)-  36 01 11.71025(N)    083 54 50.11208(W) AD(       ) 2
 GA2456  NAD 83(1995)-  36 01 11.71222(N)    083 54 50.11158(W) AD(       ) 2
 GA2456  NAD 83(1986)-  36 01 11.71768(N)    083 54 50.10966(W) AD(       ) 2
 GA2456  NAD 27      -  36 01 11.41960(N)    083 54 50.44610(W) AD(       ) 2
 GA2456  NGVD 29 (??/??/92)  351.719  (m)         1153.93   (f) ADJ UNCH    2 0
 GA2456
 GA2456.Superseded values are not recommended for survey control.
 GA2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2456.See file dsdata.txt to determine how the superseded data were derived.
 GA2456
 GA2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3740690086(NAD 83)
 GA2456_MARKER: DE = TRAVERSE STATION DISK
 GA2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2456_STAMPING: JONES 1960
 GA2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2456+STABILITY: SURFACE MOTION
 GA2456
 GA2456  HISTORY     - Date     Condition        Report By
 GA2456  HISTORY     - 1960     MONUMENTED       CGS
 GA2456  HISTORY     - 1961     GOOD             NGS
 GA2456  HISTORY     - 1980     GOOD             NGS
 GA2456  HISTORY     - 1980     GOOD             NGS
 GA2456  HISTORY     - 1982     GOOD             LOCENG
 GA2456
 GA2456                          STATION DESCRIPTION
 GA2456
 GA2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2456'THE STATION IS LOCATED ON SHARP RIDGE, ABOUT 3-1/2 MILES NORTH OF
 GA2456'DOWNTOWN KNOXVILLE, 0.2
 GA2456'MILE NORTH OF THE WITTLE SPRINGS GOLF COURSE, AND 0.15
 GA2456'MILE EAST OF THE MOST NORTHEAST
 GA2456'CORNER OF THE KNOXVILLE CITY LIMITS.
 GA2456'
 GA2456'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GA2456'MERCHANTS DRIVE AND
 GA2456'CLINTON PIKE, (U.  S.  HIGHWAY 25W), IN NORWOOD, GO
 GA2456'SOUTHEASTERLY ON CLINTON
 GA2456'PIKE FOR 0.95 MILE TO TILLERY ROAD.  TURN
 GA2456'LEFT, NORTHEAST, ON TILLERY ROAD FOR 0.4
 GA2456'MILE TO CENTRAL AVENUE PIKE,
 GA2456'TURN RIGHT, SOUTHEAST, ON CENTRAL AVENUE PIKE FOR 0.35 MILE
 GA2456'TO DUTCH VALLEY
 GA2456'DRIVE ON THE LEFT.  TURN LEFT, NORTHEAST, ON DUTCH VALLEY
 GA2456'DRIVE FOR 2.15 MILES TO
 GA2456'NORTH BROADWAY, (U.  S.  HIGHWAY 441), TURN
 GA2456'RIGHT, SOUTH, ON NORTH BROADW BROADWAY FOR
 GA2456'0.2 MILE TO MINERAL
 GA2456'SPRINGS ROAD NE ON THE LEFT.  TURN LEFT, NORTHEAST, ON
 GA2456'MINERAL
 GA2456'SPRINGS ROAD NE FOR 0.25 MILE TO WITTLE SPRINGS ROAD, TURN RIGHT,
 GA2456'SOUTHEAST, ON
 GA2456'WITTLE SPRINGS ROAD FOR 0.25 MILE TO VALLEY VIEW ROAD
 GA2456'NE, TURN LEFT, NORTHEAST, ON
 GA2456'VALLEY VIEW ROAD NE FOR 0.45 MILE TO A
 GA2456'GRAVEL ROAD LEFT JUST BEFORE REACHING THE R.
 GA2456'S.  MOORE STORE ON THE
 GA2456'LEFT AND THE WITTLE SPRINGS GOLF COURSE CLUBHOUSE ON THE RIGHT.
 GA2456'TURN LEFT AND GO
 GA2456'NORTHERLY ON THIS GRAVELED ROAD FOR 0.2 MILE TO WHERE THE
 GA2456'ROAD CURVES TO THE LEFT AND A
 GA2456'DRIVEWAY STRAIGHT AHEAD, CONTINUE
 GA2456'STRAIGHT AHEAD ON THE DRIVEWAY FOR ABOUT 75
 GA2456'YARDS TO WHERE THE
 GA2456'DRIVEWAY CURVES LEFT AND THE STATION ON A SMALL RIDGE ABOUT 20
 GA2456'YARDS TO THE
 GA2456'NORTHWEST.
 GA2456'
 GA2456'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED JONES 1960, SET IN A
 GA2456'10 INCH, SQUARE, CONCRETE
 GA2456'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 120 FEET
 GA2456'NORTHEAST OF THE JONES RESIDENCE,
 GA2456'58 FEET NORTHEAST OF THE CENTER OF
 GA2456'THE DRIVEWAY AT THE CURVE, 27 FEET NORTH OF A LARGE
 GA2456'OAK TREE, AND 3.1
 GA2456'FEET SOUTHWEST OF A WITNESS SIGN.
 GA2456'
 GA2456'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JONES NO 1 1960, SET
 GA2456'IN A 10-INCH, SQUARE,
 GA2456'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS ON
 GA2456'THE WEST SLOPE OF THE HILL, 70.0
 GA2456'FEET SOUTHEAST OF A WITNESS SIGN,
 GA2456'AND 31 FEET NORTHEAST OF THE CENTER OF THE DRIVE.
 GA2456'
 GA2456'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JONES NO 2 1960, SET
 GA2456'IN A 10-INCH, SQUARE,
 GA2456'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 57.6 FEET
 GA2456'WEST OF THE NORTHWEST CORNER OF THE
 GA2456'JONES RESIDENCE, 3 FEET NORTH OF
 GA2456'A 12-INCH PINE TREE, AND ABOUT 6 FEET BELOW THE
 GA2456'ELEVATION OF THE
 GA2456'STATION.
 GA2456'
 GA2456'NO AZIMUTH MARK WAS ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 GA2456'FOUND.  THE KNOXVILLE, C.
 GA2456'B.  ATKIN CO.  WATER TANK ABOUT 2 MILES SOUTHWEST OF
 GA2456'THE STATION WILL SERVE AS AN
 GA2456'AZIMUTH MARK.
 GA2456'
 GA2456'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 GA2456
 GA2456                          STATION RECOVERY (1961)
 GA2456
 GA2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2456'IN NORTHEAST KNOXVILLE.
 GA2456'FROM THE INTERSECTION OF BROADWAY AND GREENWAY DRIVE IN NORTHEAST
 GA2456'KNOXVILLE, GO 0.5 MILE EAST ON GREENWAY DRIVE TO NORA ROAD, THEN
 GA2456'GO 0.2 MILE SOUTHEAST ON NORA ROAD TO A RAILROAD CROSSING, CONTINUE
 GA2456'STRAIGHT AHEAD, UP THE SIDE OF A STEEP HILL FOR ABOUT 0.15 MILE TO
 GA2456'THE CREST OF THE HILL AND THE STATION.  THE STATION MARK IS 120
 GA2456'FT. NORTHEAST OF THE JONES RESIDENCE, 58 FT. NORTHEAST OF THE
 GA2456'CENTER OF A DRIVEWAY AT THE CURVE, 27 FT. NORTH OF A LARGE OAK
 GA2456'TREE, AND 3.3 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET
 GA2456'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2456
 GA2456                          STATION RECOVERY (1980)
 GA2456
 GA2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2456'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GA2456'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED DESTROYED
 GA2456'BY GRADING.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE
 GA2456'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2456'
 GA2456'THE STATION IS LOCATED ON SHARP RIDGE, ABOUT 3.5 MILES NORTH OF
 GA2456'DOWNTOWN KNOXVILLE, 0.2 MILE NORTH OF THE WITTLE SPRINGS GOLF COURSE,
 GA2456'ON THE PROPERTY OF MR. C.E. JONES, 25 FEET SOUTHEAST OF AN 18 INCH
 GA2456'OAK TREE, 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE JONES
 GA2456'HOME AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 GA2456'PROJECTS 2 INCHES AND THE DISK IS STAMPED---JONES 1960---
 GA2456'
 GA2456'REFERENCE MARK 1 IS 3 FEET NORTH OF THE EXTENDED NORTH WALL OF
 GA2456'THE HOUSE, ABOUT 150 FEET EAST OF THE NORTHEAST CORNER OF THE
 GA2456'HOUSE AND 17 FEET NORTHWEST OF A 14 INCH BLACK OAK TREE.  THE MONUMENT
 GA2456'PROJECTS 2 INCHES AND THE DISK IS STAMPED---JONES NO 1 1960---
 GA2456'
 GA2456'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT,
 GA2456'STAMPED---JONES 1960 NO 3 1980---PROJECTING 4 INCHES, 2 FEET NORTH
 GA2456'OF THE CENTER OF A TRAIL AND 8 FEET WEST OF AN 8 INCH OAK TREE.
 GA2456
 GA2456                          STATION RECOVERY (1980)
 GA2456
 GA2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2456'THE MARK IS LOCATED ON SHARP RIDGE,0.2 MILE NORTH OF THE WITTLE
 GA2456'SPRINGS GOLF COURSE, ON THE PROPERTY OF C.E.JONES AND 25 FEET SOUTH
 GA2456'EAST OF AN 18 INCH OAK TREE.
 GA2456
 GA2456                          STATION RECOVERY (1982)
 GA2456
 GA2456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2456'JONES 1960 RECOVERED IN GOOD CONDITION.  DESCRIPTION NEEDS TO BE
 GA2456'REWRITTEN TO READ--FROM THE INTERSECTION OF WHITTLE SPRINGS RD AND
 GA2456'WHITE OAK LN IN NORTHEAST KNOXVILLE, GO .43 MILES TO INTERSECTION
 GA2456'OF WHITE OAK LN AND VALLEY VIEW DR. THENCE APPROX. 275 FT.
 GA2456'NORTHEAST ON VALLEY VIEW DR TO A T ROAD (SAYLOR CRT) LEADING N. W.
 GA2456'CONTINUE UP THIS ROAD (SAYLOR) APPROX. .16 MILES TO A ONE-TIME DRIVE,
 GA2456'BEING A CUT ON THE HILL, 25 FT. W. OF TRANS. AND LIGHT POLE NO.
 GA2456'14178 THEN FOLLOW THE CUT ON THE HILL IN A N. BY NORTHWESTERLY
 GA2456'DIRECTION THRU A WOODED AREA APPROX. 170 FT. TO THE STATION.  THE
 GA2456'SAID STATION MARK IS ALSO ON THE CREST OF THE HILL 120 FT. N. E. OF
 GA2456'THE JONES RESIDENCE AT 3936 SAYLOR CT. AND 3.3 FT. S. W. OF A
 GA2456'WITNESS SIGN.  THE DISK IS SET ON TOP OF A CONCRETE POST PROJECTING
 GA2456'2 INCHES.  (CITY BLOCK NO. 33230)
 GA2456'
 GA2456'JONES NO. 1 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 GA2456'DESCRIBED.  (CITY BLK 33230)
 GA2456'
 GA2456'JONES NO. 2 1960 SEARCHED FOR - NOT RECOVERED - THIS AREA HAS BEEN
 GA2456'RELANDSCAPED AND THE REFERENCE MARK MAY HAVE BEEN REMOVED.
 GA2456'(CITY BLK 33230)
 GA2456'
 GA2456'JONES NO. 3 1960, 1980 RECOVERED IN GOOD CONDITION.  THIS IS A NEW
 GA2456'MARK, CURRENTLY NOT LISTED IN THE LATEST SET OF DESCRIPTIONS.  IT IS
 GA2456'LOCATED APPROX. 27 FT. N. E. OF THE TRAVERSE STATION MARK, ON THE
 GA2456'WEST FACE OF THE CREST OF A HILL.  (CITY BLK 33230)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3359 ***********************************************************************
 GA3359  DESIGNATION -  JONES
 GA3359  PID         -  GA3359
 GA3359  STATE/COUNTY-  TN/SULLIVAN
 GA3359  USGS QUAD   -  BLOUNTVILLE (1978)
 GA3359
 GA3359                         *CURRENT SURVEY CONTROL
 GA3359  ___________________________________________________________________
 GA3359* NAD 83(1995)-  36 33 07.17632(N)    082 20 41.97636(W)     ADJUSTED  
 GA3359* NAVD 88     -       581.7    (meters)    1908.     (feet)  VERTCON   
 GA3359  ___________________________________________________________________
 GA3359  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GA3359  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3359
 GA3359  HORZ ORDER  -  SECOND
 GA3359
 GA3359.The horizontal coordinates were established by classical geodetic methods
 GA3359.and adjusted by the National Geodetic Survey in April 1999..
 GA3359
 GA3359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3359
 GA3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3359
 GA3359.The geoid height was determined by GEOID03.
 GA3359
 GA3359;                    North         East     Units Scale Factor Converg.
 GA3359;SPC TN       -   252,275.807   927,169.703   MT  1.00002680   +2 08 23.2
 GA3359;SPC TN       -   827,674.88  3,041,889.27   sFT  1.00002680   +2 08 23.2
 GA3359;UTM  17      - 4,046,016.944   379,626.094   MT  0.99977852   -0 48 04.0
 GA3359
 GA3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3359!SPC TN       -   0.99991364  x   1.00002680  =   0.99994044
 GA3359!UTM  17      -   0.99991364  x   0.99977852  =   0.99969218
 GA3359
 GA3359|---------------------------------------------------------------------|
 GA3359| PID    Reference Object                     Distance      Geod. Az  |
 GA3359|                                                           dddmmss.s |
 GA3359| DB9507 JONES RM 1                          100.279 METERS 04225     |
 GA3359| DB9508 JONES RM 2                           15.736 METERS 14123     |
 GA3359| GA0333 COX                                 APPROX. 2.7 KM 2412032.9 |
 GA3359|---------------------------------------------------------------------|
 GA3359
 GA3359                          SUPERSEDED SURVEY CONTROL
 GA3359
 GA3359  NAD 83(1995)-  36 33 07.17904(N)    082 20 41.97714(W) AD(       ) 2
 GA3359  NAD 83(1995)-  36 33 07.18660(N)    082 20 41.99010(W) AD(       ) 2
 GA3359  NAD 83(1995)-  36 33 07.18620(N)    082 20 41.98115(W) AD(       ) 2
 GA3359  NAD 83(1986)-  36 33 07.18777(N)    082 20 41.98280(W) AD(       ) 2
 GA3359  NAD 27      -  36 33 06.80891(N)    082 20 42.48078(W) AD(       ) 2
 GA3359  NGVD 29 (07/19/86)  581.8    (m)         1909.     (f) VERT ANG       
 GA3359
 GA3359.Superseded values are not recommended for survey control.
 GA3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3359.See file dsdata.txt to determine how the superseded data were derived.
 GA3359
 GA3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7962646017(NAD 83)
 GA3359_MARKER: DE = TRAVERSE STATION DISK
 GA3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3359
 GA3359  HISTORY     - Date     Condition        Report By
 GA3359  HISTORY     - 1961     MONUMENTED       CGS
 GA3359  HISTORY     - 1963     GOOD             CGS
 GA3359
 GA3359                          STATION DESCRIPTION
 GA3359
 GA3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3359'THE STATION IS LOCATED ON THE PROPERTY OF B. A. JONES, D. V. M.,
 GA3359'ABOUT 9 MILES SOUTHWEST OF
 GA3359'BRISTOL AND 2 MILES NORTH OF BLOUNTVILLE.
 GA3359'
 GA3359'TO REACH THE STATION FROM THE COURTHOUSE IN BLOUNTVILLE, GO WEST
 GA3359'ABOUT 100 YARDS TO A
 GA3359'TRAFFIC LIGHT AND A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 GA3359'GO NORTHERLY ON A HARD
 GA3359'SURFACE ROAD FOR 2.0 MILES TO A CROSSROAD, A
 GA3359'CHURCH ON THE RIGHT AND THE NEIGBORHOOD
 GA3359'GROCERY ON THE LEFT, TURN
 GA3359'LEFT AND GO 0.55 MILE TO A WHITE FRAME HOUSE ON THE RIGHT
 GA3359'AND A TRACK ROAD
 GA3359'ON THE LEFT, TURN LEFT ON THE TRACK ROAD AND GO 0.2 MILE TO A
 GA3359'GAP IN FENCE, PROCEED
 GA3359'SOUTHEAST ABOUT 100 YARDS TO POWERLINE TOWER
 GA3359'AND THE STATION.
 GA3359'
 GA3359'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED JONES 1961, SET
 GA3359'IN A SQUARE CONCRETE
 GA3359'MONUMENT WHICH IS 1 FOOT BELOW THE SURFACE.  IT IS
 GA3359'54.1 FEET NORTHWEST OF THE
 GA3359'NORTHEAST LEG OF POWERLINE TOWER, 48.4
 GA3359'FEET NORTH OF THE NORTHWEST LEG OF TOWER AND
 GA3359'3 FEET EAST OF A WIRE
 GA3359'FENCE.
 GA3359'
 GA3359'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JONES NO 1 1961, SET
 GA3359'IN A SQUARE CONCRETE
 GA3359'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 1.9 FEET
 GA3359'SOUTHWEST OF A WITNESS POST AND
 GA3359'SIGN AND SET AT THE EAST EDGE OF
 GA3359'CLEARING AND AT THE WEST EDGE OF TIMBER, ACROSS
 GA3359'CLEARING AND SADDLE
 GA3359'FROM STATION.
 GA3359'
 GA3359'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JONES NO 2 1961, SET
 GA3359'IN A SQUARE CONCRETE
 GA3359'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 12 FEET EAST
 GA3359'OF A WIRE FENCE, 8.8 FEET WEST OF
 GA3359'THE NORTHEAST LEG OF POWERLINE
 GA3359'TOWER, 8.2 FEET EAST OF THE NORTHWEST LEG OF TOWER
 GA3359'AND ABOUT 2 FEET
 GA3359'BELOW THE STATION ELEVATION.
 GA3359'
 GA3359'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GA3359'STATION COX WILL SERVE
 GA3359'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GA3359'
 GA3359'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GA3359
 GA3359                          STATION RECOVERY (1963)
 GA3359
 GA3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA3359'THE STATION AND REFERENCE MRAK NUMBER 1 WAS RECOVERED IN GOOD
 GA3359'CONDITION AS DESCRIBED.
 GA3359'NO SEARCH WAS MADE FOR REFERENCE MARK NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2607 ***********************************************************************
 GB2607  DESIGNATION -  JONES
 GB2607  PID         -  GB2607
 GB2607  STATE/COUNTY-  TN/MORGAN
 GB2607  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2607
 GB2607                         *CURRENT SURVEY CONTROL
 GB2607  ___________________________________________________________________
 GB2607* NAD 83(1995)-  36 13 19.40683(N)    084 40 04.39233(W)     ADJUSTED  
 GB2607* NAVD 88     -       487.8    (meters)    1600.     (feet)  VERTCON   
 GB2607  ___________________________________________________________________
 GB2607  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GB2607  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB2607
 GB2607  HORZ ORDER  -  SECOND
 GB2607
 GB2607.The horizontal coordinates were established by classical geodetic methods
 GB2607.and adjusted by the National Geodetic Survey in April 1999..
 GB2607
 GB2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2607
 GB2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2607
 GB2607.The geoid height was determined by GEOID03.
 GB2607
 GB2607;                    North         East     Units Scale Factor Converg.
 GB2607;SPC TN       -   210,369.288   719,763.482   MT  0.99997127   +0 46 47.5
 GB2607;SPC TN       -   690,186.57  2,361,424.02   sFT  0.99997127   +0 46 47.5
 GB2607;UTM  16      - 4,011,099.972   709,614.603   MT  1.00014140   +1 22 42.9
 GB2607
 GB2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2607!SPC TN       -   0.99992799  x   0.99997127  =   0.99989927
 GB2607!UTM  16      -   0.99992799  x   1.00014140  =   1.00006938
 GB2607
 GB2607|---------------------------------------------------------------------|
 GB2607| PID    Reference Object                     Distance      Geod. Az  |
 GB2607|                                                           dddmmss.s |
 GB2607| DB9510 JONES RM 1                           22.689 METERS 08504     |
 GB2607| DB9509 JONES AZ MK                                        1410554.3 |
 GB2607| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 4.6 KM 1553618.1 |
 GB2607| DB9511 JONES RM 2                           20.828 METERS 25403     |
 GB2607| GB2593 SUNBRIGHT SHIRT CORP TANK           APPROX. 4.0 KM 3512535.4 |
 GB2607|---------------------------------------------------------------------|
 GB2607
 GB2607                          SUPERSEDED SURVEY CONTROL
 GB2607
 GB2607  NAD 83(1995)-  36 13 19.41103(N)    084 40 04.39329(W) AD(       ) 2
 GB2607  NAD 83(1995)-  36 13 19.41425(N)    084 40 04.39766(W) AD(       ) 2
 GB2607  NAD 83(1986)-  36 13 19.41732(N)    084 40 04.39363(W) AD(       ) 2
 GB2607  NAD 27      -  36 13 19.13992(N)    084 40 04.58865(W) AD(       ) 2
 GB2607  NGVD 29 (07/19/86)  487.9    (m)         1601.     (f) VERT ANG       
 GB2607
 GB2607.Superseded values are not recommended for survey control.
 GB2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2607.See file dsdata.txt to determine how the superseded data were derived.
 GB2607
 GB2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0961511100(NAD 83)
 GB2607_MARKER: DD = SURVEY DISK
 GB2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2607
 GB2607  HISTORY     - Date     Condition        Report By
 GB2607  HISTORY     - 1965     MONUMENTED       TNHD
 GB2607
 GB2607                          STATION DESCRIPTION
 GB2607
 GB2607'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2607'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF SUNBRIGHT.
 GB2607'
 GB2607'TO REACH THE STATION FROM THE POST OFFICE IN SUNBRIGHT, GO 1.6 MILES
 GB2607'SOUTH ON U.S. HIGHWAY 27 TO A GRAVELED DRIVE ON THE RIGHT,* TURN
 GB2607'RIGHT, WEST, AND GO 0.05 MILE TO A TRACK ROAD ON THE RIGHT LEADING
 GB2607'UPHILL, TURN RIGHT, NORTH, AND FOLLOW TRACK ROAD TO TOP OF HILL AT
 GB2607'A POWERLINE CLEARING AND THE STATION DESCRIBED.
 GB2607'
 GB2607'THE STATION IS 39 FEET WEST OF THE WEST EDGE OF THE POWERLINE
 GB2607'CLEARING, 34 FEET NORTHEAST OF A 12-INCH OAK TREE AND 20 FEET SOUTH
 GB2607'OF A 5-INCH PINE TREE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2607'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED JONES
 GB2607'1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE, THE
 GB2607'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2607'MONUMENT.
 GB2607'
 GB2607'REFERENCE MARK NO. 1 IS 25 FT E OF THE W EDGE OF THE CLEARING AND 5
 GB2607'FT SE OF A POWER POLE IN THE CENTER OF THE CLEARING. IT IS A STANDARD
 GB2607'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2607'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JONES RM-1
 GB2607'1965.
 GB2607'
 GB2607'REFERENCE MARK NO. 2 IS 16 FEET SOUTHEAST OF A 6-INCH PINE TREE AND 7
 GB2607'FEET NORTHEAST OF A 4-INCH OAK TREE. IT IS A STANDARD TENNESSEE
 GB2607'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2607'CONCRETE MONUMENT AND THE DISK IS STAMPED JONES RM-2 1965.
 GB2607'
 GB2607'THE AZIMUTH MARK IS 43 FEET NORTH OF A TELEPHONE POLE, 23 FEET EAST
 GB2607'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 27, 5 FEET SOUTHEAST OF A
 GB2607'HIGHWAY SIGN (TENNESSEE U.S. 27) AND 1.7 FEET WEST OF A WITNESS POST
 GB2607'AND SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2607'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2607'IS STAMPED JONES AZI 1965.
 GB2607'
 GB2607'TO REACH THE AZIMUTH MARK,* CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 GB2607'27 FOR 0.05 MILE SOUTHERLY TO THE MARK ON THE LEFT AS
 GB2607'DESCRIBED.
 GB2607'
 GB2607'PILOT MOUNTAIN, SOUTHERN RAILROAD MICROWAVE RELAY MAST WILL ALSO
 GB2607'SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GB2607'
 GB2607'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2607'
 GB2607'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2401 ***********************************************************************
 GC2401  DESIGNATION -  JONES
 GC2401  PID         -  GC2401
 GC2401  STATE/COUNTY-  TN/ROBERTSON
 GC2401  USGS QUAD   -  ORLINDA (1980)
 GC2401
 GC2401                         *CURRENT SURVEY CONTROL
 GC2401  ___________________________________________________________________
 GC2401* NAD 83(1995)-  36 32 00.33230(N)    086 39 00.55532(W)     ADJUSTED  
 GC2401* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 GC2401  ___________________________________________________________________
 GC2401  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GC2401  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC2401
 GC2401  HORZ ORDER  -  SECOND
 GC2401
 GC2401.The horizontal coordinates were established by classical geodetic methods
 GC2401.and adjusted by the National Geodetic Survey in April 1999..
 GC2401
 GC2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2401
 GC2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2401
 GC2401.The geoid height was determined by GEOID03.
 GC2401
 GC2401;                    North         East     Units Scale Factor Converg.
 GC2401;SPC TN       -   244,298.702   541,776.112   MT  1.00002279   -0 22 50.3
 GC2401;SPC TN       -   801,503.32  1,777,477.13   sFT  1.00002279   -0 22 50.3
 GC2401;UTM  16      - 4,043,172.712   531,317.114   MT  0.99961208   +0 12 29.7
 GC2401
 GC2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2401!SPC TN       -   0.99996637  x   1.00002279  =   0.99998916
 GC2401!UTM  16      -   0.99996637  x   0.99961208  =   0.99957846
 GC2401
 GC2401:                Primary Azimuth Mark                     Grid Az
 GC2401:SPC TN       -  JONES AZ MK                              149 40 28.1
 GC2401:UTM  16      -  JONES AZ MK                              149 05 08.1
 GC2401
 GC2401|---------------------------------------------------------------------|
 GC2401| PID    Reference Object                     Distance      Geod. Az  |
 GC2401|                                                           dddmmss.s |
 GC2401| GC1029 JONES AZ MK                         APPROX. 1.0 KM 1491737.8 |
 GC2401| GC0553 HONEY                               APPROX. 4.6 KM 1993037.0 |
 GC2401| CG6662 JONES RM 1                           30.965 METERS 31330     |
 GC2401| CG6663 JONES RM 2                           33.345 METERS 35816     |
 GC2401|---------------------------------------------------------------------|
 GC2401
 GC2401                          SUPERSEDED SURVEY CONTROL
 GC2401
 GC2401  NAD 83(1995)-  36 32 00.33275(N)    086 39 00.55592(W) AD(       ) 2
 GC2401  NAD 83(1995)-  36 32 00.33928(N)    086 39 00.55907(W) AD(       ) 2
 GC2401  NAD 83(1986)-  36 32 00.34156(N)    086 39 00.55867(W) AD(       ) 2
 GC2401  NAD 27      -  36 32 00.18880(N)    086 39 00.57930(W) AD(       ) 2
 GC2401  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 GC2401
 GC2401.Superseded values are not recommended for survey control.
 GC2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2401.See file dsdata.txt to determine how the superseded data were derived.
 GC2401
 GC2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3131743173(NAD 83)
 GC2401_MARKER: DE = TRAVERSE STATION DISK
 GC2401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2401_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GC2401
 GC2401  HISTORY     - Date     Condition        Report By
 GC2401  HISTORY     - 1959     MONUMENTED       CGS
 GC2401  HISTORY     - 1968     GOOD             CGS
 GC2401
 GC2401                          STATION DESCRIPTION
 GC2401
 GC2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2401'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PORTLAND, 4-1/2
 GC2401'MILES NORTH OF WHITE HOUSE, 1 MILE NORTHWEST OF THE INTERSECTION
 GC2401'OF U.S. HIGHWAY 31W AND STATE HIGHWAY 25 AND ON THE SUMMIT OF A KNOLL
 GC2401'ABOUT 250 FEET NORTHEAST OF STATE HIGHWAY 25 ON PROPERTY OWNED BY
 GC2401'MR. JAMES RAINWATER.
 GC2401'
 GC2401'TO REACH THE STATION FROM THE WHITE HOUSE POST OFFICE, GO NORTH ON
 GC2401'U.S. HIGHWAY 31W FOR 4.0 MILES TO A CROSSROAD, TURN LEFT ON STATE
 GC2401'HIGHWAY 25 AND GO WESTERLY FOR 0.4 MILE TO A SIDE ROAD LEFT*,
 GC2401'CONTINUE WESTERLY FOR 0.4 MILE TO A HOUSE ON THE LEFT AND A FARM
 GC2401'LANE RIGHT, TURN RIGHT ON FARM LANE THENCE SHARP LEFT AND GO WESTERLY
 GC2401'ALONG SOUTH EDGE OF FIELD FOR 0.1 MILE TO A FENCE, PASS OVER FENCE
 GC2401'AND GO NORTHWEST FOR ABOUT 0.1 MILE TO THE SUMMIT OF KNOLL AND
 GC2401'STATION SITE.
 GC2401'
 GC2401'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED JONES 1959. THE
 GC2401'DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE AND SET
 GC2401'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 103 FEET SOUTHEAST OF A
 GC2401'FENCE LINE AND NEAR THE HIGHEST POINT OF KNOLL.
 GC2401'
 GC2401'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC2401'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED JONES
 GC2401'1959.
 GC2401'
 GC2401'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED JONES NO 1
 GC2401'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC2401'AND SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7 FEET LOWER THAN
 GC2401'THE STATION MARK, 30 INCHES SOUTH OF 3 SMALL TREES AND 18 INCHES
 GC2401'SOUTHEAST OF A FENCE LINE.
 GC2401'
 GC2401'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED JONES NO 2
 GC2401'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC2401'AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND. IT IS 14 FEET
 GC2401'LOWER THAN THE STATION MARK, 4 FEET SOUTH OF A LARGE WALNUT TREE
 GC2401'AND 2 FEET SOUTHEAST OF A FENCE LINE.
 GC2401'
 GC2401'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED JONES AZIMUTH
 GC2401'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC2401'AND SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 25 FEET EAST OF
 GC2401'THE CENTER OF A GRAVELED ROAD AND 15 FEET EAST OF A WITNESS SIGN. A
 GC2401'TELLUROMETER TRAVERSE MEASUREMENT WAS MADE TO THE AZIMUTH MARK.
 GC2401'
 GC2401'*TO REACH THE AZIMUTH MARK FROM SIDE ROAD LEFT, TURN LEFT SOUTH AND
 GC2401'GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2401'
 GC2401'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GC2401
 GC2401                          STATION RECOVERY (1968)
 GC2401
 GC2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2401'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2401'CONDITION.  HOWEVER, DUE TO THE CONSTRUCTION OF AN ACCESS
 GC2401'ROAD ALONG THE WEST SIDE OF INTERSTATE ROUTE 65, THE ORIGINAL AZIMUTH
 GC2401'MARK WOULD BE DESTROYED.  THIS AZIMUTH MARK WAS A
 GC2401'POSITIONED MARK WHEN ESTABLISHED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 GC2401'ON LINE BETWEEN THE JONES 1959 AZIMUTH MARK AND TRAVERSE
 GC2401'STATION JONES 1959, AND TRAVERSE MEASUREMENTS MADE, THE DISTANCE
 GC2401'BEING 29.726 METERS - 97.526 FEET.
 GC2401'
 GC2401'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2401'
 GC2401'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PORTLAND, 4-1/2
 GC2401'MILES NORTH OF WHITE HOUSE, 1 MILE NORTHWEST OF
 GC2401'THE JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 25, 1/2 MILE
 GC2401'WEST-NORTHWEST OF THE GRADE SEPARATION OVERPASS FOR
 GC2401'STATE ROUTE 25 OVER INTERSTATE ROUTE 65, AND NEAR THE SUMMIT OF A
 GC2401'HIGH, BARE KNOLL ON THE PROPERTY OF MR. JAMES
 GC2401'RAINWATER.
 GC2401'
 GC2401'TO REACH THE STATION FROM THE NEW POST OFFICE IN WHITE HOUSE, GO EAST
 GC2401'ON STATE ROUTE 76 FOR 0.1 MILE TO THE JUNCTION OF
 GC2401'U.S. HIGHWAY 31W.  HERE TURN LEFT AND GO NORTH AND NORTHEASTERLY ON
 GC2401'U.S. HIGHWAY 31W FOR 4.1 MILES TO THE JUNCTION OF
 GC2401'STATE ROUTE 25, TURN LEFT ON STATE ROUTE 25 AND GO WEST-NORTHWESTERLY
 GC2401'FOR 0.4 OF A MILE TO THE GRADE SEPARATION OVERPASS AT
 GC2401'INTERSTATE ROUTE 65.  HERE CONTINUE WEST-NORTHWESTERLY ON
 GC2401'STATE ROUTE 25 FOR 0.5 OF A MILE TO THE STATION KNOLL ON THE
 GC2401'RIGHT AND END OF TRUCK TRAVEL.  FROM THIS POINT
 GC2401'PACK NORTHERLY ACROSS OPEN PASTURE LAND FOR ABOUT 85 YARDS TO THE TOP
 GC2401'OF THE KNOLL AND THE STATION AS DESCRIBED.
 GC2401'
 GC2401'THE STATION IS ON THE HIGHEST POINT OF THE KNOLL, 255 FEET NORTHEAST
 GC2401'OF THE APPROXIMATE CENTER OF STATE ROUTE 25, 110
 GC2401'FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 103 FEET SOUTHEAST
 GC2401'OF A FENCE.  IT IS A STANDARD DISK BRAZED TO THE
 GC2401'TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE FLUSH WITH THE
 GC2401'SURFACE OF THE GROUND, AND THE DISK IS STAMPED JONES
 GC2401'1959.
 GC2401'
 GC2401'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE KNOLL ABOUT 7
 GC2401'FEET BELOW THE ELEVATION OF THE STATION, 1.5
 GC2401'FEET SOUTHEAST OF A FENCE AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 GC2401'POST AND SIGN.  IT IS A STANDARD DISK BRAZED TO THE
 GC2401'TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE FLUSH WITH THE
 GC2401'SURFACE OF THE GROUND AND THE DISK IS STAMPED JONES NO
 GC2401'1 1959.
 GC2401'
 GC2401'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE KNOLL ABOUT 12 FEET
 GC2401'BELOW THE ELEVATION OF THE STATION, 4 FEET SOUTH OF A
 GC2401'16-INCH BLACK WALNUT TREE, 2 FEET SOUTHEAST OF A FENCE, AND 1.0 FOOT
 GC2401'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC2401'A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN
 GC2401'CONCRETE THAT PROJECTS ABOUT 1 INCH AND THE DISK IS
 GC2401'STAMPED JONES NO 2 1959.
 GC2401'
 GC2401'DUE TO TREES ON LINE BETWEEN THE REFERENCE MARKS, NO MEASUREMENT
 GC2401'BETWEEN THEM COULD BE OBTAINED.
 GC2401'
 GC2401'THE AZIMUTH MARK IS 40 FEET NORTH OF A POWERLINE POLE, 7 FEET EAST OF
 GC2401'THE ACCESS ROAD RIGHT-OF-WAY FENCE AND 1.3 FEET
 GC2401'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GC2401'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GC2401'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED JONES 1959 1968.
 GC2401'
 GC2401'TO REACH THE AZIMUTH MARK FROM THE GRADE SEPARATION OVERPASS OF STATE
 GC2401'ROUTE 25 OVER INTERSTATE ROUTE 65, COMING INTO THE
 GC2401'STATION, TURN LEFT ON AN ACCESS ROAD AND GO SOUTHERLY FOR 0.15 OF A
 GC2401'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2401'
 GC2401'THIS WAS NOT AN OCCUPIED STATION.
 GC2401'
 GC2401'DUE TO THE LOCATION OF THE STATION MARK IN A MOWED AREA, NO WITNESS
 GC2401'POST WAS SET.
 GC2401'
 GC2401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4-1/2 MILES
 GC2401'NORTH OF WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1030 ***********************************************************************
 GC1030  DESIGNATION -  JONES AZ MK RESET
 GC1030  PID         -  GC1030
 GC1030  STATE/COUNTY-  TN/ROBERTSON
 GC1030  USGS QUAD   -  ORLINDA (1980)
 GC1030
 GC1030                         *CURRENT SURVEY CONTROL
 GC1030  ___________________________________________________________________
 GC1030* NAD 83(1995)-  36 31 34.22307(N)    086 38 41.34281(W)     ADJUSTED  
 GC1030* NAVD 88     -       233.12   (meters)     764.8    (feet)  RESET     
 GC1030  ___________________________________________________________________
 GC1030  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GC1030  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC1030
 GC1030  HORZ ORDER  -  SECOND
 GC1030  VERT ORDER  -  THIRD
 GC1030
 GC1030.The horizontal coordinates were established by classical geodetic methods
 GC1030.and adjusted by the National Geodetic Survey in April 1999..
 GC1030
 GC1030.The orthometric height was computed from unverified reset data.
 GC1030
 GC1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1030
 GC1030.The geoid height was determined by GEOID03.
 GC1030
 GC1030;                    North         East     Units Scale Factor Converg.
 GC1030;SPC TN       -   243,490.731   542,248.734   MT  1.00002126   -0 22 39.0
 GC1030;SPC TN       -   798,852.51  1,779,027.72   sFT  1.00002126   -0 22 39.0
 GC1030;UTM  16      - 4,042,369.970   531,797.819   MT  0.99961246   +0 12 41.1
 GC1030
 GC1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1030!SPC TN       -   0.99996808  x   1.00002126  =   0.99998934
 GC1030!UTM  16      -   0.99996808  x   0.99961246  =   0.99958055
 GC1030
 GC1030|---------------------------------------------------------------------|
 GC1030| PID    Reference Object                     Distance      Geod. Az  |
 GC1030|                                                           dddmmss.s |
 GC1030| GC1029 JONES AZ MK                          29.729 METERS 14918     |
 GC1030| GC2401 JONES                               APPROX. 0.9 KM 3291749.3 |
 GC1030|---------------------------------------------------------------------|
 GC1030
 GC1030                          SUPERSEDED SURVEY CONTROL
 GC1030
 GC1030  NAD 83(1995)-  36 31 34.22351(N)    086 38 41.34347(W) AD(       ) 2
 GC1030  NAD 83(1995)-  36 31 34.23005(N)    086 38 41.34643(W) AD(       ) 2
 GC1030  NAD 83(1986)-  36 31 34.23238(N)    086 38 41.34617(W) AD(       ) 2
 GC1030  NAD 27      -  36 31 34.08049(N)    086 38 41.36828(W) AD(       ) 2
 GC1030  NGVD 29 (07/19/86)  233.19   (m)          765.1    (f) LEVELING    3  
 GC1030
 GC1030.Superseded values are not recommended for survey control.
 GC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1030.See file dsdata.txt to determine how the superseded data were derived.
 GC1030
 GC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3179842370(NAD 83)
 GC1030_MARKER: DZ = AZIMUTH MARK DISK
 GC1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1030_STAMPING: JONES 1959 1968
 GC1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1030+STABILITY: SURFACE MOTION
 GC1030
 GC1030  HISTORY     - Date     Condition        Report By
 GC1030  HISTORY     - 1968     MONUMENTED       CGS
 GC1030  HISTORY     - 1968     GOOD             CGS
 GC1030
 GC1030                          STATION DESCRIPTION
 GC1030
 GC1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1030'4 MI N FROM WHITE HOUSE.
 GC1030'TO REACH THIS MARK FROM THE NEW POST OFFICE IN WHITE HOUSE,
 GC1030'GO EAST ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U.S. HIGHWAY 31W.
 GC1030'HERE TURN LEFT AND GO NORTH AND NORTHEASTERLY ON U.S. HIGHWAY 31W
 GC1030'FOR 4.1 MILES TO THE JUNCTION OF STATE ROUTE 25, TURN LEFT ON
 GC1030'STATE ROUTE 25 AND GO WEST-NORTHWESTERLY FOR 0.4 OF A MILE TO THE
 GC1030'GRADE SEPERATION OVERPASS AT INTERSTATE ROUTE 65.  HERE TURN
 GC1030'LEFT ON AN ACCESS ROAD AND GO SOUTHERLY FOR 0.15 OF A MILE TO THE
 GC1030'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 40 FEET NORTH OF A
 GC1030'POWERLINE POLE, 7 FEET EAST OF THE ACCESS ROAD RIGHT-OF-WAY FENCE
 GC1030'AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1030'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF AN 11-INCH,
 GC1030'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 GC1030'IS STAMPED JONES 1959 1968.
 GC1030
 GC1030                          STATION RECOVERY (1968)
 GC1030
 GC1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC1030'THIS MARK WAS ESTABLISHED TO REPLACE JONES AZIMUTH MARK 1959 TRAVERSE
 GC1030'STATION.  THE MARK WAS ESTABLISHED ON LINE BETWEEN THE
 GC1030'OLD STATION AND TRAVERSE STATION JONES 1959.  WHEN THE OBSERVATIONS
 GC1030'WERE COMPLETED, THE ORIGINAL MARK JONES AZIMUTH MARK
 GC1030'1959 WAS COMPLETELY DESTROYED AND THE DISK REMOVED.
 GC1030'
 GC1030'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF PORTLAND, 4
 GC1030'MILES NORTH OF WHITE HOUSE, 1/2 MILE NORTHWEST OF
 GC1030'THE JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 25, AND 0.15 OF A
 GC1030'MILE SOUTH OF THE GRADE SEPARATION OVERPASS OF STATE
 GC1030'ROUTE 25 AND INTERSTATE ROUTE 65.
 GC1030'
 GC1030'TO REACH THE STATION FROM THE NEW POST OFFICE IN WHITE HOUSE, GO EAST
 GC1030'ON STATE ROUTE 76 FOR 0.1 OF A MILE TO THE JUNCTION OF
 GC1030'U.S. HIGHWAY 31W.  HERE TURN LEFT AND GO NORTH AND NORTHEASTERLY ON
 GC1030'U.S. HIGHWAY 31W FOR 4.1 MILES TO THE JUNCTION OF STATE
 GC1030'ROUTE 25, TURN LEFT ON STATE ROUTE 25 AND GO WEST-NORTHWESTERLY FOR
 GC1030'0.4 OF A MILE TO THE GRADE SEPARATION OVERPASS AT
 GC1030'INTERSTATE ROUTE 65.  HERE TURN LEFT ON AN ACCESS ROAD AND GO
 GC1030'SOUTHERLY FOR 0.15 OF A MILE TO THE MARK ON RIGHT AS
 GC1030'DESCRIBED.
 GC1030'
 GC1030'THE MARK IS 40 FEET NORTH OF A POWERLINE POLE, 7 FEET EAST OF THE
 GC1030'ACCESS ROAD RIGHT-OF-WAY FENCE AND 1.3 FEET SOUTHEAST OF A
 GC1030'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GC1030'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6
 GC1030'INCHES AND THE DISK IS STAMPED JONES 1959 1968.
 GC1030'
 GC1030'NOTE--THE ELEVATION OF BENCH MARK JONES AZIMUTH 1959 WAS TRANSFERRED
 GC1030'TO THIS MARK.  SEE DESCRIPTION FOR BENCH MARK JONES
 GC1030'AZIMUTH 1959 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2457 ***********************************************************************
 GA2457  DESIGNATION -  JONES RM 1
 GA2457  PID         -  GA2457
 GA2457  STATE/COUNTY-  TN/KNOX
 GA2457  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2457
 GA2457                         *CURRENT SURVEY CONTROL
 GA2457  ___________________________________________________________________
 GA2457* NAD 83(1986)-  36 01 11.     (N)    083 54 50.     (W)     SCALED    
 GA2457* NAVD 88     -       350.831  (meters)    1151.02   (feet)  ADJUSTED  
 GA2457  ___________________________________________________________________
 GA2457  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2457  DYNAMIC HT  -         350.506 (meters)    1149.95  (feet)  COMP
 GA2457  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA2457
 GA2457  VERT ORDER  -  SECOND    CLASS 0
 GA2457
 GA2457.The horizontal coordinates were scaled from a topographic map and have
 GA2457.an estimated accuracy of +/- 6 seconds.
 GA2457
 GA2457.The orthometric height was determined by differential leveling
 GA2457.and adjusted by the National Geodetic Survey in June 1991..
 GA2457
 GA2457.The geoid height was determined by GEOID03.
 GA2457
 GA2457.The dynamic height is computed by dividing the NAVD 88
 GA2457.geopotential number by the normal gravity value computed on the
 GA2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2457.degrees latitude (g = 980.6199 gals.).
 GA2457
 GA2457.The modeled gravity was interpolated from observed gravity values.
 GA2457
 GA2457;                    North         East    Units  Estimated Accuracy
 GA2457;SPC TN       -   189,110.      788,020.      MT  (+/- 180 meters Scaled)
 GA2457
 GA2457                          SUPERSEDED SURVEY CONTROL
 GA2457
 GA2457  NGVD 29 (??/??/92)  350.963  (m)         1151.45   (f) ADJ UNCH    2 0
 GA2457
 GA2457.Superseded values are not recommended for survey control.
 GA2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2457.See file dsdata.txt to determine how the superseded data were derived.
 GA2457
 GA2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374900(NAD 83)
 GA2457_MARKER: DR = REFERENCE MARK DISK
 GA2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2457_STAMPING: JONES NO 1 1960
 GA2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2457+STABILITY: SURFACE MOTION
 GA2457
 GA2457  HISTORY     - Date     Condition        Report By
 GA2457  HISTORY     - 1960     MONUMENTED       CGS
 GA2457  HISTORY     - 1961     GOOD             NGS
 GA2457  HISTORY     - 1980     GOOD             NGS
 GA2457
 GA2457                          STATION DESCRIPTION
 GA2457
 GA2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2457'IN NORTHEAST KNOXVILLE.
 GA2457'THIS MARK IS LOCATED AT THE JONES 1960 STATION SITE, 72.3 FT.
 GA2457'SOUTHEAST OF THE STATION MARK, 70 FT. SOUTHEAST OF A WITNESS
 GA2457'SIGN, 31 FT. NORTHEAST OF THE CENTER OF A DRIVE, AND ON THE WEST
 GA2457'SLOPE OF A HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2457'PROJECTING 3 INCHES.
 GA2457
 GA2457                          STATION RECOVERY (1980)
 GA2457
 GA2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2457'IT IS 3 FEET NORTH OF THE EXTENDED NORTH WALL OF THE C.E JONES HOUSE,
 GA2457'ABOUT 150 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE AND 17 FEET
 GA2457'NORTHWEST OF A 14 INCH BLACK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2455 ***********************************************************************
 GA2455  DESIGNATION -  JONES RM 2
 GA2455  PID         -  GA2455
 GA2455  STATE/COUNTY-  TN/KNOX
 GA2455  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2455
 GA2455                         *CURRENT SURVEY CONTROL
 GA2455  ___________________________________________________________________
 GA2455* NAD 83(1986)-  36 01 11.     (N)    083 54 50.     (W)     SCALED    
 GA2455* NAVD 88     -       348.420  (meters)    1143.11   (feet)  ADJUSTED  
 GA2455  ___________________________________________________________________
 GA2455  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2455  DYNAMIC HT  -         348.097 (meters)    1142.05  (feet)  COMP
 GA2455  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA2455
 GA2455  VERT ORDER  -  SECOND    CLASS 0
 GA2455
 GA2455.The horizontal coordinates were scaled from a topographic map and have
 GA2455.an estimated accuracy of +/- 6 seconds.
 GA2455
 GA2455.The orthometric height was determined by differential leveling
 GA2455.and adjusted by the National Geodetic Survey in June 1991..
 GA2455
 GA2455.The geoid height was determined by GEOID03.
 GA2455
 GA2455.The dynamic height is computed by dividing the NAVD 88
 GA2455.geopotential number by the normal gravity value computed on the
 GA2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2455.degrees latitude (g = 980.6199 gals.).
 GA2455
 GA2455.The modeled gravity was interpolated from observed gravity values.
 GA2455
 GA2455;                    North         East    Units  Estimated Accuracy
 GA2455;SPC TN       -   189,110.      788,020.      MT  (+/- 180 meters Scaled)
 GA2455
 GA2455                          SUPERSEDED SURVEY CONTROL
 GA2455
 GA2455  NGVD 29 (??/??/92)  348.552  (m)         1143.54   (f) ADJ UNCH    2 0
 GA2455
 GA2455.Superseded values are not recommended for survey control.
 GA2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2455.See file dsdata.txt to determine how the superseded data were derived.
 GA2455
 GA2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374900(NAD 83)
 GA2455_MARKER: DR = REFERENCE MARK DISK
 GA2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2455_STAMPING: JONES NO 2 1960
 GA2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2455+STABILITY: SURFACE MOTION
 GA2455
 GA2455  HISTORY     - Date     Condition        Report By
 GA2455  HISTORY     - 1960     MONUMENTED       CGS
 GA2455  HISTORY     - 1961     GOOD             NGS
 GA2455  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2455
 GA2455                          STATION DESCRIPTION
 GA2455
 GA2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2455'IN NORTHEAST KNOXVILLE.
 GA2455'THIS MARK IS LOCATED AT THE JONES 1960 STATION SITE, 154.6 FT.
 GA2455'WEST OF THE STATION MARK, 57.6 FT. WEST OF THE NORTHWEST CORNER
 GA2455'OF THE JONES RESIDENCE, AND 3 FT. NORTH OF A 12-INCH PINE TREE.
 GA2455'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GA2455'GROUND.
 GA2455
 GA2455                          STATION RECOVERY (1980)
 GA2455
 GA2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3260 ***********************************************************************
 GA3260  DESIGNATION -  JONES RM 3
 GA3260  PID         -  GA3260
 GA3260  STATE/COUNTY-  TN/KNOX
 GA3260  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3260
 GA3260                         *CURRENT SURVEY CONTROL
 GA3260  ___________________________________________________________________
 GA3260* NAD 83(1986)-  36 01 11.     (N)    083 54 50.     (W)     SCALED    
 GA3260* NAVD 88     -       351.82   (meters)    1154.3    (feet)  RESET     
 GA3260  ___________________________________________________________________
 GA3260  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3260
 GA3260  VERT ORDER  -  THIRD
 GA3260
 GA3260.The horizontal coordinates were scaled from a topographic map and have
 GA3260.an estimated accuracy of +/- 6 seconds.
 GA3260
 GA3260.The orthometric height was computed from unverified reset data.
 GA3260.No vertical observational check was made to the station.
 GA3260
 GA3260.The geoid height was determined by GEOID03.
 GA3260
 GA3260;                    North         East    Units  Estimated Accuracy
 GA3260;SPC TN       -   189,110.      788,020.      MT  (+/- 180 meters Scaled)
 GA3260
 GA3260                          SUPERSEDED SURVEY CONTROL
 GA3260
 GA3260  NGVD 29 (10/12/01)  351.95   (m)         1154.7    (f) RESET       3  
 GA3260
 GA3260.Superseded values are not recommended for survey control.
 GA3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3260.See file dsdata.txt to determine how the superseded data were derived.
 GA3260
 GA3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374900(NAD 83)
 GA3260_MARKER: DR = REFERENCE MARK DISK
 GA3260_SETTING: 0 = UNSPECIFIED SETTING
 GA3260_STAMPING: JONES 1960 NO 3 1980
 GA3260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3260
 GA3260  HISTORY     - Date     Condition        Report By
 GA3260  HISTORY     - 1980     MONUMENTED       NGS
 GA3260
 GA3260                          STATION DESCRIPTION
 GA3260
 GA3260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3260'3.5 MI NORTH FROM KNOXVILLE.
 GA3260'0.5 MILE EAST ALONG GREENWAY DRIVE FROM THE INTERSECTION OF
 GA3260'BROADWAY AND GREENWAY DRIVE IN NORTHEAST KNOXVILLE TO NORA
 GA3260'ROAD, THENCE 0.2 MILE SOUTHEAST ALONG NORA ROAD TO A
 GA3260'RAILROAD CROSSING, CONTINUE AHEAD, UP THE SIDE OF A
 GA3260'STEEP HILL FOR ABOUT 0.15 MILE TO THE CREST OF HILL AND STATION
 GA3260'0.2 MILE NORTH OF THE WITTLE SPRINGS GOLF COURSE, 26.8 FEET
 GA3260'NORTHEAST OF TRAVERSE STATION JONES 1960, ABOUT 150 FEET
 GA3260'NORTHEAST OF THE NORTHEAST CORNER OF MR. C. E. JONES HOUSE,2 FEET
 GA3260'NORTH OF THE CENTER OF A TRAIL AND 8 FEET WEST OF AN 8-INCH OAK
 GA3260'TREE, IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1915 ***********************************************************************
 GB1915  DESIGNATION -  JULIE
 GB1915  PID         -  GB1915
 GB1915  STATE/COUNTY-  TN/JACKSON
 GB1915  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1915
 GB1915                         *CURRENT SURVEY CONTROL
 GB1915  ___________________________________________________________________
 GB1915* NAD 83(1995)-  36 23 26.08212(N)    085 38 07.56454(W)     ADJUSTED  
 GB1915* NAVD 88     -       168.990  (meters)     554.43   (feet)  ADJUSTED  
 GB1915  ___________________________________________________________________
 GB1915  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GB1915  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1915  DYNAMIC HT  -         168.842 (meters)     553.94  (feet)  COMP
 GB1915  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 GB1915
 GB1915  HORZ ORDER  -  SECOND
 GB1915  VERT ORDER  -  SECOND    CLASS 0
 GB1915
 GB1915.The horizontal coordinates were established by classical geodetic methods
 GB1915.and adjusted by the National Geodetic Survey in April 1999..
 GB1915
 GB1915.The orthometric height was determined by differential leveling
 GB1915.and adjusted by the National Geodetic Survey in June 1991..
 GB1915
 GB1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1915
 GB1915.The geoid height was determined by GEOID03.
 GB1915
 GB1915.The dynamic height is computed by dividing the NAVD 88
 GB1915.geopotential number by the normal gravity value computed on the
 GB1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1915.degrees latitude (g = 980.6199 gals.).
 GB1915
 GB1915.The modeled gravity was interpolated from observed gravity values.
 GB1915
 GB1915;                    North         East     Units Scale Factor Converg.
 GB1915;SPC TN       -   228,314.670   632,707.489   MT  0.99999548   +0 12 48.4
 GB1915;SPC TN       -   749,062.38  2,075,807.82   sFT  0.99999548   +0 12 48.4
 GB1915;UTM  16      - 4,028,135.411   622,379.193   MT  0.99978452   +0 48 34.8
 GB1915
 GB1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1915!SPC TN       -   0.99997822  x   0.99999548  =   0.99997370
 GB1915!UTM  16      -   0.99997822  x   0.99978452  =   0.99976275
 GB1915
 GB1915|---------------------------------------------------------------------|
 GB1915| PID    Reference Object                     Distance      Geod. Az  |
 GB1915|                                                           dddmmss.s |
 GB1915| GB1916 JULIE RM 2                            8.952 METERS 11242     |
 GB1915| CG6664 JULIE AZ MK                                        2960434.4 |
 GB1915| GB1914 JULIE RM 1                           10.572 METERS 35833     |
 GB1915|---------------------------------------------------------------------|
 GB1915
 GB1915                          SUPERSEDED SURVEY CONTROL
 GB1915
 GB1915  NAD 83(1995)-  36 23 26.08375(N)    085 38 07.56607(W) AD(       ) 2
 GB1915  NAD 83(1995)-  36 23 26.08893(N)    085 38 07.56928(W) AD(       ) 2
 GB1915  NAD 83(1986)-  36 23 26.09256(N)    085 38 07.56866(W) AD(       ) 2
 GB1915  NAD 27      -  36 23 25.87387(N)    085 38 07.66229(W) AD(       ) 2
 GB1915  NGVD 29 (??/??/92)  169.089  (m)          554.75   (f) ADJ UNCH    2 0
 GB1915
 GB1915.Superseded values are not recommended for survey control.
 GB1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1915.See file dsdata.txt to determine how the superseded data were derived.
 GB1915
 GB1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2237928135(NAD 83)
 GB1915_MARKER: DE = TRAVERSE STATION DISK
 GB1915_SETTING: 66 = SET IN ROCK OUTCROP
 GB1915_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GB1915_STAMPING: JULIE 1966
 GB1915_MARK LOGO: TNHD  
 GB1915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1915+STABILITY: POSITION/ELEVATION WELL
 GB1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1915+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1987
 GB1915
 GB1915  HISTORY     - Date     Condition        Report By
 GB1915  HISTORY     - 1966     MONUMENTED       TNHD
 GB1915  HISTORY     - 1966     GOOD             TNHD
 GB1915  HISTORY     - 19870626 GOOD             TNDT
 GB1915
 GB1915                          STATION DESCRIPTION
 GB1915
 GB1915'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1915'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF GAINESBORO.
 GB1915'
 GB1915'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1915'GAINESBORO, GO EASTERLY ON STATE ROUTE 53 AND 56 FOR 1.35 MILES TO
 GB1915'THE JUNCTION OF STATE ROUTES 53, 56 AND 85, *TURN RIGHT ON STATE
 GB1915'ROUTE 53 AND 85 AND GO EASTERLY FOR 0.85 MILE TO THE JUNCTION OF
 GB1915'STATE ROUTE 135, CONTINUE ON STATE ROUTE 53 AND 85 FOR 0.25 MILE TO A
 GB1915'BRIDGE CROSSING THE ROARING RIVER.  CONTINUE FOR 0.15 MILE TO THE
 GB1915'JUNCTION OF STATE ROUTE 53 AND 85, TURN LEFT AND GO NORTHERLY ON
 GB1915'STATE ROUTE 53 FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 GB1915'
 GB1915'THE STATION IS 200 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1915'53, 108 FEET NORTH OF A POWER POLE, 106 FEET SOUTH OF TWO 12-INCH
 GB1915'ELDER TREES AND 43 FEET SOUTH OF A 36-INCH HACKBERRY TREE.  THE MARK
 GB1915'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GB1915'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED JULIE
 GB1915'1966.
 GB1915'
 GB1915'REFERENCE MARK NO. 1 IS 200 FEET EAST OF THE APPROXIMATE CENTER OF
 GB1915'STATE ROUTE 53 AND 8 FEET SOUTH OF A 36-INCH HACKBERRY TREE.
 GB1915'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB1915'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB1915'JULIE RM-1 1966.
 GB1915'
 GB1915'REFERENCE MARK NO. 2 IS 100 FEET NORTH OF THE POWER POLE AND 82 FEET
 GB1915'WEST OF THE TWO 12-INCH ELDER TREES.  THE MARK IS A STANDARD
 GB1915'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GB1915'OUTCROPPING BEDROCK AND THE DISK IS STAMPED JULIE RM-2 1966.
 GB1915'
 GB1915'THE AZIMUTH MARK IS 14 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 GB1915'ROAD AND 2.0 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 GB1915'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1915'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1915'STAMPED JULIE AZI 1966.
 GB1915'
 GB1915'TO REACH THE AZIMUTH MARK, *CONTINUE NORTHERLY ACROSS THE BRIDGE ON
 GB1915'STATE ROUTE 56 AND 85 FOR 0.45 MILE TO A PAVED ROAD ON THE RIGHT,
 GB1915'TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 1.35 MILES TO THE MARK ON
 GB1915'THE LEFT.
 GB1915'
 GB1915'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1915'
 GB1915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1915
 GB1915                          STATION RECOVERY (1966)
 GB1915
 GB1915'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1915'3 MI NE FROM GAINESBORO.
 GB1915'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1915'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56 FOR
 GB1915'1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  KEEP
 GB1915'RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND 85 FOR
 GB1915'1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.  CONTINUE
 GB1915'NORTHERLY ON STATE ROUTE 53 FOR 0.8 MILE TO THE MARK ON THE
 GB1915'RIGHT, 200 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53,
 GB1915'108 FEET NORTH OF A POWER POLE, 106 FEET SOUTH OF TWO 12-INCH BOX
 GB1915'ELDER TREES AND 43 FEET SOUTH OF 36-INCH HACKBERRY TREE.  THE DISK
 GB1915'IS CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GB1915
 GB1915                          STATION RECOVERY (1987)
 GB1915
 GB1915'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GB1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1914 ***********************************************************************
 GB1914  DESIGNATION -  JULIE RM 1
 GB1914  PID         -  GB1914
 GB1914  STATE/COUNTY-  TN/JACKSON
 GB1914  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1914
 GB1914                         *CURRENT SURVEY CONTROL
 GB1914  ___________________________________________________________________
 GB1914* NAD 83(1986)-  36 23 26.     (N)    085 38 08.     (W)     SCALED    
 GB1914* NAVD 88     -       169.031  (meters)     554.56   (feet)  ADJUSTED  
 GB1914  ___________________________________________________________________
 GB1914  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1914  DYNAMIC HT  -         168.884 (meters)     554.08  (feet)  COMP
 GB1914  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GB1914
 GB1914  VERT ORDER  -  SECOND    CLASS 0
 GB1914
 GB1914.The horizontal coordinates were scaled from a topographic map and have
 GB1914.an estimated accuracy of +/- 6 seconds.
 GB1914
 GB1914.The orthometric height was determined by differential leveling
 GB1914.and adjusted by the National Geodetic Survey in June 1991..
 GB1914
 GB1914.The geoid height was determined by GEOID03.
 GB1914
 GB1914.The dynamic height is computed by dividing the NAVD 88
 GB1914.geopotential number by the normal gravity value computed on the
 GB1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1914.degrees latitude (g = 980.6199 gals.).
 GB1914
 GB1914.The modeled gravity was interpolated from observed gravity values.
 GB1914
 GB1914;                    North         East    Units  Estimated Accuracy
 GB1914;SPC TN       -   228,310.      632,700.      MT  (+/- 180 meters Scaled)
 GB1914
 GB1914                          SUPERSEDED SURVEY CONTROL
 GB1914
 GB1914  NGVD 29 (??/??/92)  169.131  (m)          554.89   (f) ADJ UNCH    2 0
 GB1914
 GB1914.Superseded values are not recommended for survey control.
 GB1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1914.See file dsdata.txt to determine how the superseded data were derived.
 GB1914
 GB1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF223281(NAD 83)
 GB1914_MARKER: DR = REFERENCE MARK DISK
 GB1914_SETTING: 66 = SET IN ROCK OUTCROP
 GB1914_SP_SET: BEDROCK
 GB1914_STAMPING: JULIE RM-1 1966
 GB1914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1914+STABILITY: POSITION/ELEVATION WELL
 GB1914
 GB1914  HISTORY     - Date     Condition        Report By
 GB1914  HISTORY     - 1966     MONUMENTED       TNHD
 GB1914
 GB1914                          STATION DESCRIPTION
 GB1914
 GB1914'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1914'3 MI NE FROM GAINESBORO.
 GB1914'AT THE JULIE STATION SITE, 200 FEET EAST OF THE APPROXIMATE CENTER
 GB1914'OF STATE ROUTE 53, 34.69 FEET NORTH OF THE STATION MARK AND 8
 GB1914'FEET SOUTH OF A 36-INCH HACKBERRY TREE.  THE DISK IS CEMENTED
 GB1914'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1916 ***********************************************************************
 GB1916  DESIGNATION -  JULIE RM 2
 GB1916  PID         -  GB1916
 GB1916  STATE/COUNTY-  TN/JACKSON
 GB1916  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1916
 GB1916                         *CURRENT SURVEY CONTROL
 GB1916  ___________________________________________________________________
 GB1916* NAD 83(1986)-  36 23 26.     (N)    085 38 08.     (W)     SCALED    
 GB1916* NAVD 88     -       170.318  (meters)     558.78   (feet)  ADJUSTED  
 GB1916  ___________________________________________________________________
 GB1916  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1916  DYNAMIC HT  -         170.169 (meters)     558.30  (feet)  COMP
 GB1916  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GB1916
 GB1916  VERT ORDER  -  SECOND    CLASS 0
 GB1916
 GB1916.The horizontal coordinates were scaled from a topographic map and have
 GB1916.an estimated accuracy of +/- 6 seconds.
 GB1916
 GB1916.The orthometric height was determined by differential leveling
 GB1916.and adjusted by the National Geodetic Survey in June 1991..
 GB1916
 GB1916.The geoid height was determined by GEOID03.
 GB1916
 GB1916.The dynamic height is computed by dividing the NAVD 88
 GB1916.geopotential number by the normal gravity value computed on the
 GB1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1916.degrees latitude (g = 980.6199 gals.).
 GB1916
 GB1916.The modeled gravity was interpolated from observed gravity values.
 GB1916
 GB1916;                    North         East    Units  Estimated Accuracy
 GB1916;SPC TN       -   228,310.      632,700.      MT  (+/- 180 meters Scaled)
 GB1916
 GB1916                          SUPERSEDED SURVEY CONTROL
 GB1916
 GB1916  NGVD 29 (??/??/92)  170.417  (m)          559.11   (f) ADJ UNCH    2 0
 GB1916
 GB1916.Superseded values are not recommended for survey control.
 GB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1916.See file dsdata.txt to determine how the superseded data were derived.
 GB1916
 GB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF223281(NAD 83)
 GB1916_MARKER: DR = REFERENCE MARK DISK
 GB1916_SETTING: 66 = SET IN ROCK OUTCROP
 GB1916_SP_SET: BEDROCK
 GB1916_STAMPING: JULIE RM-2 1966
 GB1916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1916+STABILITY: POSITION/ELEVATION WELL
 GB1916
 GB1916  HISTORY     - Date     Condition        Report By
 GB1916  HISTORY     - 1966     MONUMENTED       TNHD
 GB1916
 GB1916                          STATION DESCRIPTION
 GB1916
 GB1916'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1916'3 MI NE FROM GAINESBORO.
 GB1916'AT THE JULIE 1966 STATION SITE, 100 FEET NORTH OF A POWER POLE, 82
 GB1916'FEET WEST OF TWO 12-INCH ELDER TREES AND 29.37 FEET EAST OF THE
 GB1916'STATION MARK.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN
 GB1916'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0718 ***********************************************************************
 GC0718  DESIGNATION -  JULIET
 GC0718  PID         -  GC0718
 GC0718  STATE/COUNTY-  TN/WILSON
 GC0718  USGS QUAD   -  HERMITAGE (1983)
 GC0718
 GC0718                         *CURRENT SURVEY CONTROL
 GC0718  ___________________________________________________________________
 GC0718* NAD 83(1995)-  36 10 23.69596(N)    086 30 46.23038(W)     ADJUSTED  
 GC0718* NAVD 88     -       204.110  (meters)     669.65   (feet)  ADJUSTED  
 GC0718  ___________________________________________________________________
 GC0718  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC0718  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0718  DYNAMIC HT  -         203.938 (meters)     669.09  (feet)  COMP
 GC0718  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0718
 GC0718  HORZ ORDER  -  SECOND
 GC0718  VERT ORDER  -  SECOND    CLASS 0
 GC0718
 GC0718.The horizontal coordinates were established by classical geodetic methods
 GC0718.and adjusted by the National Geodetic Survey in April 1999..
 GC0718
 GC0718.The orthometric height was determined by differential leveling
 GC0718.and adjusted by the National Geodetic Survey in June 1991..
 GC0718
 GC0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0718
 GC0718.The geoid height was determined by GEOID03.
 GC0718
 GC0718.The dynamic height is computed by dividing the NAVD 88
 GC0718.geopotential number by the normal gravity value computed on the
 GC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0718.degrees latitude (g = 980.6199 gals.).
 GC0718
 GC0718.The modeled gravity was interpolated from observed gravity values.
 GC0718
 GC0718;                    North         East     Units Scale Factor Converg.
 GC0718;SPC TN       -   204,259.327   553,863.430   MT  0.99996587   -0 18 00.9
 GC0718;SPC TN       -   670,140.81  1,817,133.60   sFT  0.99996587   -0 18 00.9
 GC0718;UTM  16      - 4,003,274.496   543,810.339   MT  0.99962365   +0 17 15.1
 GC0718
 GC0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0718!SPC TN       -   0.99997255  x   0.99996587  =   0.99993842
 GC0718!UTM  16      -   0.99997255  x   0.99962365  =   0.99959621
 GC0718
 GC0718|---------------------------------------------------------------------|
 GC0718| PID    Reference Object                     Distance      Geod. Az  |
 GC0718|                                                           dddmmss.s |
 GC0718| GC0719 JULIET RM 1                          25.093 METERS 01235     |
 GC0718| GC0717 JULIET RM 2                          21.202 METERS 13809     |
 GC0718| CG6668 JULIET AZ MK                                       1893453.7 |
 GC0718|---------------------------------------------------------------------|
 GC0718
 GC0718                          SUPERSEDED SURVEY CONTROL
 GC0718
 GC0718  NAD 83(1995)-  36 10 23.69870(N)    086 30 46.23271(W) AD(       ) 2
 GC0718  NAD 83(1995)-  36 10 23.70082(N)    086 30 46.23396(W) AD(       ) 2
 GC0718  NAD 83(1986)-  36 10 23.70617(N)    086 30 46.23315(W) AD(       ) 2
 GC0718  NAD 27      -  36 10 23.50600(N)    086 30 46.25300(W) AD(       ) 2
 GC0718  NGVD 29 (??/??/92)  204.157  (m)          669.81   (f) ADJ UNCH    2 0
 GC0718
 GC0718.Superseded values are not recommended for survey control.
 GC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0718.See file dsdata.txt to determine how the superseded data were derived.
 GC0718
 GC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4381003274(NAD 83)
 GC0718_MARKER: DE = TRAVERSE STATION DISK
 GC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0718_STAMPING: JULIET 1960
 GC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0718+STABILITY: SURFACE MOTION
 GC0718
 GC0718  HISTORY     - Date     Condition        Report By
 GC0718  HISTORY     - 1960     MONUMENTED       CGS
 GC0718  HISTORY     - 1960     GOOD             CGS
 GC0718
 GC0718                          STATION DESCRIPTION
 GC0718
 GC0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0718'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DONELSON AND ABOUT 2
 GC0718'MILES SOUTH OF MOUNT JULIET.
 GC0718'
 GC0718'TO REACH THE STATION FROM THE POST OFFICE IN HERMITAGE, GO EAST ON
 GC0718'CENTRAL PIKE FOR 6.0 MILES TO A SIDE ROAD ON THE LEFT, TURN
 GC0718'SHARP LEFT AND GO NORTH ON MT. JULIET ROAD FOR 0.45 MILE TO THE
 GC0718'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.9 MILE TO A DRIVEWAY
 GC0718'ON THE RIGHT AND THE STATION.
 GC0718'
 GC0718'THE STATION IS 30 FEET NORTH OF A WOOD GATE.  IT IS A STANDARD
 GC0718'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0718'STAMPED JULIET 1960.
 GC0718'
 GC0718'REFERENCE MARK NO. 1 IS 96 FEET WEST OF A FENCE LINE.  IT IS A
 GC0718'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST FLUSH, AND
 GC0718'STAMPED JULIET NO 1 1960.
 GC0718'
 GC0718'REFERENCE MARK NO. 2 IS 2.1 FEET EAST OF A WITNESS POST AND 1 FOOT
 GC0718'NORTH OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH
 GC0718'SQUARE CONCRETE POST, FLUSH, AND STAMPED JULIET NO 2 1960.
 GC0718'
 GC0718'THE AZIMUTH MARK IS 30 FEET NORTH OF A POWER LINE POLE, 27 FEET WEST
 GC0718'OF THE CENTER OF AN OIL ROAD AND 3.4 FEET WEST OF A WITNESS POST.  IT
 GC0718'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GC0718'FLUSH, AND STAMPED JULIET 1960.
 GC0718
 GC0718                          STATION RECOVERY (1960)
 GC0718
 GC0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0718'2.3 MI SE FROM MOUNT JULIET.
 GC0718'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0718'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0718'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILE
 GC0718'SOUTH ON MT. JULIET ROAD TO A PRIVATE DRIVE LEADING EAST.  THE
 GC0718'STATION MARK IS IN A LOT JUST NORTH OF A HOUSE, 30 FT. NORTH OF
 GC0718'A WOOD GATE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 GC0718'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0719 ***********************************************************************
 GC0719  DESIGNATION -  JULIET RM 1
 GC0719  PID         -  GC0719
 GC0719  STATE/COUNTY-  TN/WILSON
 GC0719  USGS QUAD   -  HERMITAGE (1983)
 GC0719
 GC0719                         *CURRENT SURVEY CONTROL
 GC0719  ___________________________________________________________________
 GC0719* NAD 83(1986)-  36 10 23.     (N)    086 30 46.     (W)     SCALED    
 GC0719* NAVD 88     -       202.307  (meters)     663.74   (feet)  ADJUSTED  
 GC0719  ___________________________________________________________________
 GC0719  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0719  DYNAMIC HT  -         202.136 (meters)     663.17  (feet)  COMP
 GC0719  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0719
 GC0719  VERT ORDER  -  SECOND    CLASS 0
 GC0719
 GC0719.The horizontal coordinates were scaled from a topographic map and have
 GC0719.an estimated accuracy of +/- 6 seconds.
 GC0719
 GC0719.The orthometric height was determined by differential leveling
 GC0719.and adjusted by the National Geodetic Survey in June 1991..
 GC0719
 GC0719.The geoid height was determined by GEOID03.
 GC0719
 GC0719.The dynamic height is computed by dividing the NAVD 88
 GC0719.geopotential number by the normal gravity value computed on the
 GC0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0719.degrees latitude (g = 980.6199 gals.).
 GC0719
 GC0719.The modeled gravity was interpolated from observed gravity values.
 GC0719
 GC0719;                    North         East    Units  Estimated Accuracy
 GC0719;SPC TN       -   204,240.      553,870.      MT  (+/- 180 meters Scaled)
 GC0719
 GC0719                          SUPERSEDED SURVEY CONTROL
 GC0719
 GC0719  NGVD 29 (??/??/92)  202.353  (m)          663.89   (f) ADJ UNCH    2 0
 GC0719
 GC0719.Superseded values are not recommended for survey control.
 GC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0719.See file dsdata.txt to determine how the superseded data were derived.
 GC0719
 GC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF438032(NAD 83)
 GC0719_MARKER: DR = REFERENCE MARK DISK
 GC0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0719_STAMPING: JULIET NO 1 1960
 GC0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0719+STABILITY: SURFACE MOTION
 GC0719
 GC0719  HISTORY     - Date     Condition        Report By
 GC0719  HISTORY     - 1960     MONUMENTED       CGS
 GC0719
 GC0719                          STATION DESCRIPTION
 GC0719
 GC0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0719'2.3 MI SE FROM MOUNT JULIET.
 GC0719'THIS MARK IS LOCATED AT THE JULIET 1960 STATION SITE, 82.3 FT.
 GC0719'NORTH OF THE STATION MARK, AND 96 FT. WEST OF A FENCE.  THE DISK
 GC0719'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0717 ***********************************************************************
 GC0717  DESIGNATION -  JULIET RM 2
 GC0717  PID         -  GC0717
 GC0717  STATE/COUNTY-  TN/WILSON
 GC0717  USGS QUAD   -  HERMITAGE (1983)
 GC0717
 GC0717                         *CURRENT SURVEY CONTROL
 GC0717  ___________________________________________________________________
 GC0717* NAD 83(1986)-  36 10 23.     (N)    086 30 46.     (W)     SCALED    
 GC0717* NAVD 88     -       203.429  (meters)     667.42   (feet)  ADJUSTED  
 GC0717  ___________________________________________________________________
 GC0717  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0717  DYNAMIC HT  -         203.257 (meters)     666.85  (feet)  COMP
 GC0717  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0717
 GC0717  VERT ORDER  -  SECOND    CLASS 0
 GC0717
 GC0717.The horizontal coordinates were scaled from a topographic map and have
 GC0717.an estimated accuracy of +/- 6 seconds.
 GC0717
 GC0717.The orthometric height was determined by differential leveling
 GC0717.and adjusted by the National Geodetic Survey in June 1991..
 GC0717
 GC0717.The geoid height was determined by GEOID03.
 GC0717
 GC0717.The dynamic height is computed by dividing the NAVD 88
 GC0717.geopotential number by the normal gravity value computed on the
 GC0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0717.degrees latitude (g = 980.6199 gals.).
 GC0717
 GC0717.The modeled gravity was interpolated from observed gravity values.
 GC0717
 GC0717;                    North         East    Units  Estimated Accuracy
 GC0717;SPC TN       -   204,240.      553,870.      MT  (+/- 180 meters Scaled)
 GC0717
 GC0717                          SUPERSEDED SURVEY CONTROL
 GC0717
 GC0717  NGVD 29 (??/??/92)  203.475  (m)          667.57   (f) ADJ UNCH    2 0
 GC0717
 GC0717.Superseded values are not recommended for survey control.
 GC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0717.See file dsdata.txt to determine how the superseded data were derived.
 GC0717
 GC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF438032(NAD 83)
 GC0717_MARKER: DR = REFERENCE MARK DISK
 GC0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0717_STAMPING: JULIET NO 2 1960
 GC0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0717+STABILITY: SURFACE MOTION
 GC0717
 GC0717  HISTORY     - Date     Condition        Report By
 GC0717  HISTORY     - 1960     MONUMENTED       CGS
 GC0717
 GC0717                          STATION DESCRIPTION
 GC0717
 GC0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0717'2.3 MI SE FROM MOUNT JULIET.
 GC0717'THIS MARK IS LOCATED AT THE JULIET 1960 STATION SITE, 2.1 FT.
 GC0717'EAST OF A WITNESS SIGN AND 1 FT. NORTH OF A FENCE, AND 69.5 FT.
 GC0717'SOUTHEAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 GC0717'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1334 ***********************************************************************
 FC1334  DESIGNATION -  JUMP
 FC1334  PID         -  FC1334
 FC1334  STATE/COUNTY-  TN/MARION
 FC1334  USGS QUAD   -  MONTEAGLE (1982)
 FC1334
 FC1334                         *CURRENT SURVEY CONTROL
 FC1334  ___________________________________________________________________
 FC1334* NAD 83(1995)-  35 09 20.55176(N)    085 47 08.46479(W)     ADJUSTED  
 FC1334* NAVD 88     -       205.910  (meters)     675.56   (feet)  ADJUSTED  
 FC1334  ___________________________________________________________________
 FC1334  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FC1334  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1334  DYNAMIC HT  -         205.707 (meters)     674.89  (feet)  COMP
 FC1334  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC1334
 FC1334  HORZ ORDER  -  SECOND
 FC1334  VERT ORDER  -  SECOND    CLASS 0
 FC1334
 FC1334.The horizontal coordinates were established by classical geodetic methods
 FC1334.and adjusted by the National Geodetic Survey in April 1999..
 FC1334
 FC1334.The orthometric height was determined by differential leveling
 FC1334.and adjusted by the National Geodetic Survey in June 1991..
 FC1334
 FC1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1334
 FC1334.The geoid height was determined by GEOID03.
 FC1334
 FC1334.The dynamic height is computed by dividing the NAVD 88
 FC1334.geopotential number by the normal gravity value computed on the
 FC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1334.degrees latitude (g = 980.6199 gals.).
 FC1334
 FC1334.The modeled gravity was interpolated from observed gravity values.
 FC1334
 FC1334;                    North         East     Units Scale Factor Converg.
 FC1334;SPC TN       -    91,264.766   619,527.656   MT  1.00001798   +0 07 31.7
 FC1334;SPC TN       -   299,424.49  2,032,566.98   sFT  1.00001798   +0 07 31.7
 FC1334;UTM  16      - 3,890,985.715   610,600.779   MT  0.99975075   +0 41 57.4
 FC1334
 FC1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1334!SPC TN       -   0.99997221  x   1.00001798  =   0.99999019
 FC1334!UTM  16      -   0.99997221  x   0.99975075  =   0.99972297
 FC1334
 FC1334|---------------------------------------------------------------------|
 FC1334| PID    Reference Object                     Distance      Geod. Az  |
 FC1334|                                                           dddmmss.s |
 FC1334| FC1335 JUMP RM 2                             7.989 METERS 03051     |
 FC1334| FC1333 JUMP RM 1                             6.675 METERS 15017     |
 FC1334| FC1337 TS F3                               APPROX. 1.2 KM 3434744.6 |
 FC1334|---------------------------------------------------------------------|
 FC1334
 FC1334                          SUPERSEDED SURVEY CONTROL
 FC1334
 FC1334  NAD 83(1995)-  35 09 20.55324(N)    085 47 08.46456(W) AD(       ) 2
 FC1334  NAD 83(1995)-  35 09 20.55350(N)    085 47 08.46571(W) AD(       ) 2
 FC1334  NAD 83(1995)-  35 09 20.55676(N)    085 47 08.46293(W) AD(       ) 2
 FC1334  NAD 83(1986)-  35 09 20.55744(N)    085 47 08.46250(W) AD(       ) 2
 FC1334  NAD 27      -  35 09 20.26500(N)    085 47 08.56310(W) AD(       ) 2
 FC1334  NGVD 29 (??/??/92)  205.903  (m)          675.53   (f) ADJ UNCH    2 0
 FC1334
 FC1334.Superseded values are not recommended for survey control.
 FC1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1334.See file dsdata.txt to determine how the superseded data were derived.
 FC1334
 FC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1060190986(NAD 83)
 FC1334_MARKER: DE = TRAVERSE STATION DISK
 FC1334_SETTING: 66 = SET IN ROCK OUTCROP
 FC1334_SP_SET: OUTCROP
 FC1334_STAMPING: JUMP 1962
 FC1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1334+STABILITY: POSITION/ELEVATION WELL
 FC1334
 FC1334  HISTORY     - Date     Condition        Report By
 FC1334  HISTORY     - 1962     MONUMENTED       CGS
 FC1334  HISTORY     - 1964     GOOD             CGS
 FC1334  HISTORY     - 1964     GOOD             NGS
 FC1334
 FC1334                          STATION DESCRIPTION
 FC1334
 FC1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1334'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MONTEAGLE AND ABOUT
 FC1334'1/2 MILE SOUTHEAST OF MARTIN SPRINGS.
 FC1334'
 FC1334'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1334'ON U.S. HIGHWAYS 41 AND 64 FOR 7.1 MILES TO THE STATION ON
 FC1334'THE RIGHT.
 FC1334'
 FC1334'STATION MARK IS 95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAYS 41
 FC1334'AND 64, 48 FEET SOUTH OF A POWER POLE, 24 FEET WEST OF THE
 FC1334'CENTER POST OF A METAL SIGN BOARD, 7 FEET NORTH OF THE EDGE OF A
 FC1334'HIGHWAY CUT AND 3.6 FEET SOUTH OF A METAL WITNESS POST. THE
 FC1334'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1334'BEDROCK, WHICH PROJECTS 6-INCHES AND STAMPED JUMP 1962.
 FC1334'
 FC1334'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF THE EDGE OF A HIGHWAY CUT AND
 FC1334'6 FEET WEST OF THE SOUTH END OF A METAL SIGN BOARD. THE MARK IS
 FC1334'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FC1334'WHICH PROJECTS 4-INCHES AND STAMPED JUMP NO 1 1962.
 FC1334'
 FC1334'REFERENCE MARK NO. 2 IS 70 FEET SOUTH OF THE CENTER LINE OF U.S.
 FC1334'HIGHWAYS 41 AND 64 AND 26 FEET SOUTHWEST OF A POWER POLE.
 FC1334'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1334'BEDROCK, WHICH PROJECTS 4-INCHES AND STAMPED JUMP NO 2 1962.
 FC1334'
 FC1334'TRAVERSE STATION TS-F3 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1334'DESCRIPTION THEREOF.
 FC1334'
 FC1334'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 METERS.
 FC1334
 FC1334                          STATION RECOVERY (1964)
 FC1334
 FC1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FC1334'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1334'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1962 TO-REACH FOR THE
 FC1334'STATION IS COMPLETELY ADEQUATE.
 FC1334'
 FC1334'IT WAS AT ONE TIME FEARED THAT THIS STATION WOULD BE DESTROYED BY
 FC1334'CONSTRUCTION ALONG INTERSTATE ROUTE 24, BUT CHANGES IN THE PLANS
 FC1334'HAVE AVOIDED THIS STATION AND IT IS IN NO DANGER OF BEING DISTURBED.
 FC1334'THE SIGNS MENTIONED IN THE ORIGINAL DESCRIPTION HAVE ALL BEEN
 FC1334'REMOVED AND THE STATION IS NOW INSIDE THE RIGHT-OF-WAY FENCE FOR
 FC1334'INTERSTATE ROUTE 24.
 FC1334
 FC1334                          STATION RECOVERY (1964)
 FC1334
 FC1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC1334'7.1 MI SE FROM MONTEAGLE.
 FC1334'THIS MARK IS AT THE JUMP TRAVERSE STATION SITE.  TO REACH FROM
 FC1334'THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON U.S. HIGHWAYS 41
 FC1334'AND 64 FOR 7.1 MILES TO THE STATION ON THE RIGHT, 0.50 MILE
 FC1334'SOUTHEAST OF MARTIN SPRINGS, 95 FEET SOUTH OF THE APPROXIMATE
 FC1334'CENTER OF U.S. HIGHWAYS 41 AND 64, 48 FEET SOUTH OF A POWERLINE
 FC1334'POLE, 3.6 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND
 FC1334'INSIDE THE RIGHT-OF-WAY FENCE FOR INTERSTATE ROUTE 24.  A
 FC1334'STANDARD TRAVERSE STATION DISK CEMENTED IN A DRILL HOLE IN
 FC1334'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 7 INCHES AND IS ABOUT
 FC1334'10 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1333 ***********************************************************************
 FC1333  DESIGNATION -  JUMP RM 1
 FC1333  PID         -  FC1333
 FC1333  STATE/COUNTY-  TN/MARION
 FC1333  USGS QUAD   -  MONTEAGLE (1982)
 FC1333
 FC1333                         *CURRENT SURVEY CONTROL
 FC1333  ___________________________________________________________________
 FC1333* NAD 83(1986)-  35 09 20.     (N)    085 47 08.     (W)     SCALED    
 FC1333* NAVD 88     -       205.272  (meters)     673.46   (feet)  ADJUSTED  
 FC1333  ___________________________________________________________________
 FC1333  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1333  DYNAMIC HT  -         205.069 (meters)     672.80  (feet)  COMP
 FC1333  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC1333
 FC1333  VERT ORDER  -  SECOND    CLASS 0
 FC1333
 FC1333.The horizontal coordinates were scaled from a topographic map and have
 FC1333.an estimated accuracy of +/- 6 seconds.
 FC1333
 FC1333.The orthometric height was determined by differential leveling
 FC1333.and adjusted by the National Geodetic Survey in June 1991..
 FC1333
 FC1333.The geoid height was determined by GEOID03.
 FC1333
 FC1333.The dynamic height is computed by dividing the NAVD 88
 FC1333.geopotential number by the normal gravity value computed on the
 FC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1333.degrees latitude (g = 980.6199 gals.).
 FC1333
 FC1333.The modeled gravity was interpolated from observed gravity values.
 FC1333
 FC1333;                    North         East    Units  Estimated Accuracy
 FC1333;SPC TN       -    91,250.      619,540.      MT  (+/- 180 meters Scaled)
 FC1333
 FC1333                          SUPERSEDED SURVEY CONTROL
 FC1333
 FC1333  NGVD 29 (??/??/92)  205.264  (m)          673.44   (f) ADJ UNCH    2 0
 FC1333
 FC1333.Superseded values are not recommended for survey control.
 FC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1333.See file dsdata.txt to determine how the superseded data were derived.
 FC1333
 FC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD106909(NAD 83)
 FC1333_MARKER: DR = REFERENCE MARK DISK
 FC1333_SETTING: 66 = SET IN ROCK OUTCROP
 FC1333_SP_SET: OUTCROP
 FC1333_STAMPING: JUMP NO 1 1962
 FC1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1333+STABILITY: POSITION/ELEVATION WELL
 FC1333
 FC1333  HISTORY     - Date     Condition        Report By
 FC1333  HISTORY     - 1962     MONUMENTED       CGS
 FC1333  HISTORY     - 1964     GOOD             NGS
 FC1333
 FC1333                          STATION DESCRIPTION
 FC1333
 FC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1333'7.1 MI SE FROM MONTEAGLE.
 FC1333'THIS MARK IS AT THE JUMP 1962 TRAVERSE STATION SITE.  IT IS 21.90
 FC1333'FEET SOUTHEAST OF THE STATION JUMP 1962 AND INSIDE THE
 FC1333'RIGHT-OF-WAY FENCE FOR INTERSTATE ROUTE 24.  A STANDARD REFERENCE
 FC1333'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FC1333'WHICH PROJECTS ABOUT 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1335 ***********************************************************************
 FC1335  DESIGNATION -  JUMP RM 2
 FC1335  PID         -  FC1335
 FC1335  STATE/COUNTY-  TN/MARION
 FC1335  USGS QUAD   -  MONTEAGLE (1982)
 FC1335
 FC1335                         *CURRENT SURVEY CONTROL
 FC1335  ___________________________________________________________________
 FC1335* NAD 83(1986)-  35 09 20.     (N)    085 47 08.     (W)     SCALED    
 FC1335* NAVD 88     -       205.776  (meters)     675.12   (feet)  ADJUSTED  
 FC1335  ___________________________________________________________________
 FC1335  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1335  DYNAMIC HT  -         205.573 (meters)     674.45  (feet)  COMP
 FC1335  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC1335
 FC1335  VERT ORDER  -  SECOND    CLASS 0
 FC1335
 FC1335.The horizontal coordinates were scaled from a topographic map and have
 FC1335.an estimated accuracy of +/- 6 seconds.
 FC1335
 FC1335.The orthometric height was determined by differential leveling
 FC1335.and adjusted by the National Geodetic Survey in June 1991..
 FC1335
 FC1335.The geoid height was determined by GEOID03.
 FC1335
 FC1335.The dynamic height is computed by dividing the NAVD 88
 FC1335.geopotential number by the normal gravity value computed on the
 FC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1335.degrees latitude (g = 980.6199 gals.).
 FC1335
 FC1335.The modeled gravity was interpolated from observed gravity values.
 FC1335
 FC1335;                    North         East    Units  Estimated Accuracy
 FC1335;SPC TN       -    91,250.      619,540.      MT  (+/- 180 meters Scaled)
 FC1335
 FC1335                          SUPERSEDED SURVEY CONTROL
 FC1335
 FC1335  NGVD 29 (??/??/92)  205.769  (m)          675.09   (f) ADJ UNCH    2 0
 FC1335
 FC1335.Superseded values are not recommended for survey control.
 FC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1335.See file dsdata.txt to determine how the superseded data were derived.
 FC1335
 FC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD106909(NAD 83)
 FC1335_MARKER: DR = REFERENCE MARK DISK
 FC1335_SETTING: 66 = SET IN ROCK OUTCROP
 FC1335_SP_SET: OUTCROP
 FC1335_STAMPING: JUMP NO 2 1962
 FC1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1335+STABILITY: POSITION/ELEVATION WELL
 FC1335
 FC1335  HISTORY     - Date     Condition        Report By
 FC1335  HISTORY     - 1962     MONUMENTED       CGS
 FC1335  HISTORY     - 1964     GOOD             NGS
 FC1335
 FC1335                          STATION DESCRIPTION
 FC1335
 FC1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1335'7.1 MI SE FROM MONTEAGLE.
 FC1335'THIS MARK IS AT THE JUMP 1962 TRAVERSE STATION SITE.  IT IS 70
 FC1335'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND
 FC1335'64, 26.21 FEET NORTH OF THE STATION JUMP 1962, 26 FEET SOUTHWEST
 FC1335'OF A POWERLINE POLE, AND INSIDE THE RIGHT-OF-WAY FENCE FOR
 FC1335'INTERSTATE ROUTE 24.  A STANDARD REFERENCE MARK DISK CEMENTED
 FC1335'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4
 FC1335'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0329 ***********************************************************************
 GD0329  DESIGNATION -  JUNIOR
 GD0329  PID         -  GD0329
 GD0329  STATE/COUNTY-  TN/WEAKLEY
 GD0329  USGS QUAD   -  MARTIN (1983)
 GD0329
 GD0329                         *CURRENT SURVEY CONTROL
 GD0329  ___________________________________________________________________
 GD0329* NAD 83(1995)-  36 20 29.73790(N)    088 51 48.88076(W)     ADJUSTED  
 GD0329* NAVD 88     -       127.252  (meters)     417.49   (feet)  ADJUSTED  
 GD0329  ___________________________________________________________________
 GD0329  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GD0329  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0329  DYNAMIC HT  -         127.149 (meters)     417.15  (feet)  COMP
 GD0329  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD0329
 GD0329  HORZ ORDER  -  THIRD
 GD0329  VERT ORDER  -  FIRST     CLASS II
 GD0329
 GD0329.The horizontal coordinates were established by classical geodetic methods
 GD0329.and adjusted by the National Geodetic Survey in April 1999..
 GD0329
 GD0329.The orthometric height was determined by differential leveling
 GD0329.and adjusted by the National Geodetic Survey in June 1991..
 GD0329
 GD0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0329
 GD0329.The geoid height was determined by GEOID03.
 GD0329
 GD0329.The dynamic height is computed by dividing the NAVD 88
 GD0329.geopotential number by the normal gravity value computed on the
 GD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0329.degrees latitude (g = 980.6199 gals.).
 GD0329
 GD0329.The modeled gravity was interpolated from observed gravity values.
 GD0329
 GD0329;                    North         East     Units Scale Factor Converg.
 GD0329;SPC TN       -   226,578.801   342,967.190   MT  0.99998755   -1 40 35.2
 GD0329;SPC TN       -   743,367.28  1,125,218.19   sFT  0.99998755   -1 40 35.2
 GD0329;UTM  16      - 4,023,449.372   332,758.618   MT  0.99994462   -1 06 16.6
 GD0329
 GD0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0329!SPC TN       -   0.99998445  x   0.99998755  =   0.99997200
 GD0329!UTM  16      -   0.99998445  x   0.99994462  =   0.99992907
 GD0329
 GD0329:                Primary Azimuth Mark                     Grid Az
 GD0329:SPC TN       -  JUNIOR AZ MK                             042 35 28.9
 GD0329:UTM  16      -  JUNIOR AZ MK                             042 01 10.3
 GD0329
 GD0329|---------------------------------------------------------------------|
 GD0329| PID    Reference Object                     Distance      Geod. Az  |
 GD0329|                                                           dddmmss.s |
 GD0329| GD0327 JUNIOR AZ MK                                       0405453.7 |
 GD0329| GD0330 JUNIOR RM 1                           4.578 METERS 05317     |
 GD0329| GD1517 MARTIN FIRST METH CHURCH SPIRE      APPROX. 1.4 KM 0851049.0 |
 GD0329| GD1519 MARTIN MUNICIPAL TANK               APPROX. 1.4 KM 0863526.7 |
 GD0329| GD1521 MARTIN TVA STACK                    APPROX. 1.3 KM 0870047.0 |
 GD0329| GD1518 MARTIN JR COLL U TENN CHIMNEY       329.646 METERS 10712     |
 GD0329| GD1523 BELL                                APPROX. 8.4 KM 2234418.7 |
 GD0329| CG3623 JUNIOR RM 2                          77.358 METERS 31448     |
 GD0329|---------------------------------------------------------------------|
 GD0329
 GD0329                          SUPERSEDED SURVEY CONTROL
 GD0329
 GD0329  NAD 83(1995)-  36 20 29.73898(N)    088 51 48.88178(W) AD(       ) 3
 GD0329  NAD 83(1995)-  36 20 29.74024(N)    088 51 48.88354(W) AD(       ) 3
 GD0329  NAD 83(1986)-  36 20 29.75094(N)    088 51 48.87959(W) AD(       ) 3
 GD0329  NAD 27      -  36 20 29.52000(N)    088 51 48.66000(W) AD(       ) 3
 GD0329  NGVD 29 (??/??/??)  127.260  (m)          417.52   (f) ADJUSTED    1 2
 GD0329
 GD0329.Superseded values are not recommended for survey control.
 GD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0329.See file dsdata.txt to determine how the superseded data were derived.
 GD0329
 GD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3275923449(NAD 83)
 GD0329_MARKER: DS = TRIANGULATION STATION DISK
 GD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0329_STAMPING: JUNIOR 1934
 GD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0329+STABILITY: SURFACE MOTION
 GD0329
 GD0329  HISTORY     - Date     Condition        Report By
 GD0329  HISTORY     - 1934     MONUMENTED       CGS
 GD0329  HISTORY     - 1967     GOOD             CGS
 GD0329  HISTORY     - 1967     GOOD             CGS
 GD0329  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0329
 GD0329                          STATION DESCRIPTION
 GD0329
 GD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0329'ABOUT 0.7 MILE WEST OF POST OFFICE IN MARTIN, ON GROUNDS OF JUNIOR
 GD0329'COLLEGE OF UNIVERSITY OF TENNESSEE, 19.65 FEET EAST OF EAST SIDE OF
 GD0329'WEST WING OF INDUSTRIAL ARTS BUILDING, AND 12.5 FEET NORTH OF NORTH
 GD0329'SIDE OF SAME BUILDING.  TO REACH FROM POST OFFICE IN MARTIN,
 GD0329'FOLLOW ROUTE 22 WEST 0.7 MILE, TURN LEFT AND GO TO TOP OF HILL AND
 GD0329'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GD0329'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS
 GD0329'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1, FLUSH
 GD0329'WITH SURFACE OF GROUND, IS 87.7 FEET NORTH-NORTHEAST OF NORTHEAST
 GD0329'CORNER OF INDUSTRIAL ARTS BUILDING, 3.7 FEET NORTHWEST OF 18-INCH ELM
 GD0329'TREE, AND 150.2 FEET FROM STATION N 53 DEG 17 MIN E.  NO. 2
 GD0329'IS 12 FEET WEST OF CENTER LINE OF DRIVE TO BUILDINGS AND 253.8
 GD0329'FEET FROM STATION N 45 DEG 12 MIN W.  AZIMUTH MARK IS
 GD0329'ABOUT 100 YARDS NORTH OF EAST ENTRANCE TO GYMNASIUM, 1 FOOT EAST OF
 GD0329'EAST FENCE OF ATHLETIC FIELD, AND APPROXIMATELY 0.25 MILE FROM
 GD0329'STATION N 40 DEG 55 MIN E.
 GD0329
 GD0329                          STATION RECOVERY (1967)
 GD0329
 GD0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0329'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GD0329'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 GD0329'DESTROYED BY GRADING OPERATIONS ABOUT 11 YEARS AGO.  THE AZIMUTH
 GD0329'MARK IS NO LONGER VISIBLE FROM THE STATION BECAUSE OF BUILDINGS ON
 GD0329'LINE.  NO NEW REFERENCE MARK OR AZIMUTH MARK WERE SET BECAUSE NO
 GD0329'VISIBLE STATION IS NOW EXISTENT FOR AN INITIAL.  THE AZIMUTH
 GD0329'MARK WAS NOT DISTURBED AS IT IS NOW A BENCH MARK.
 GD0329'
 GD0329'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD0329'
 GD0329'THE STATION IS LOCATED ON THE CAMPUS OF THE MARTIN BRANCH OF THE
 GD0329'UNIVERSITY OF TENNESSEE, FORMERLY THE JUNIOR COLLEGE OF UNIVERSITY
 GD0329'OF TENNESSEE.
 GD0329'
 GD0329'TO REACH THE STATION FROM THE NEW POST OFFICE IN MARTIN, GO WEST ON
 GD0329'U.S. HIGHWAY 45E AND STATE ROUTE 22 FOR 0.1 MILE TO WHERE U.S.
 GD0329'HIGHWAY 45E TURNS LEFT.  HERE CONTINUE WEST ON STATE ROUTE 22 FOR
 GD0329'0.75 MILE TO MT. PELIA ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON
 GD0329'MT. PELIA ROAD FOR 0.2 MILE TO A PAVED DRIVE LEFT LEADING EASTERLY,
 GD0329'TURN LEFT AND GO EAST ON THIS DRIVE FOR 0.1 MILE TO A PARKING LOT
 GD0329'WEST OF THE ENGINEERING AND MAINTENANCE BUILDING AND THE
 GD0329'STATION IN A LANDSCAPED AREA AT THE NORTH SIDE OF THIS BUILDING AS
 GD0329'DESCRIBED.
 GD0329'
 GD0329'THE STATION IS 79 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GD0329'EAST WING OF THE BUILDING, 22.5 FEET EAST-SOUTHEAST OF THE NORTHEAST
 GD0329'CORNER OF THE WEST WING OF THE BUILDING, 22.4 FEET SOUTH OF THE
 GD0329'SOUTH CURB OF AN ASPHALT WALKWAY, 20 FEET NORTHEAST OF THE CENTER OF
 GD0329'THE WEST ENTRANCE INTO THE BUILDING, 12.6 FEET EAST OF THE EAST
 GD0329'EDGE OF THE ENTRANCE SIDEWALK, AND 10 FEET EAST-NORTHEAST OF A
 GD0329'SMALL BURFORT HOLLY BUSH.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD0329'A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD
 GD0329'AND THE DISK IS STAMPED JUNIOR 1934.
 GD0329'
 GD0329'REFERENCE MARK NO. 1 IS IN A LANDSCAPED AREA NORTH OF THE MAINTENANCE
 GD0329'BUILDING, 88 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST
 GD0329'WING OF THE BUILDING, 63 FEET EAST OF A 40-INCH CHESTNUT OAK TREE,
 GD0329'AND 6 FEET NORTHWEST OF A 10-INCH GINKO TREE.  IT IS A STANDARD
 GD0329'DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 GD0329'AND THE DISK IS STAMPED JUNIOR NO 1 1934.
 GD0329'
 GD0329'THE AZIMUTH MARK IS LOCATED ALONG A FENCE AT THE EAST EDGE OF THE
 GD0329'ATHLETIC FIELD, 276 FEET NORTH OF THE EAST ENTRANCE OF THE WOMENS
 GD0329'GYM, 169 FEET NORTH OF A FLAGPOLE, 98 FEET SOUTHWEST OF THE
 GD0329'APPROXIMATE CENTER OF THE INTERSECTION OF OXFORD AND MOODY
 GD0329'STREETS, 56 FEET SOUTH OF A PEDESTRIANS ENTRANCE INTO THE ATHLETIC
 GD0329'FIELD, 37 FEET NORTH-NORTHWEST OF A LARGE POLE SUPPORTING
 GD0329'A BRACT OF FLOODLIGHTS, 22 FEET WEST OF THE WEST CURB OF MOODY
 GD0329'STREET, AND 1 FOOT EAST OF A CHAIN LINK FENCE.  IT IS A STANDARD DISK
 GD0329'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD0329'16 INCHES AND THE DISK IS STAMPED JUNIOR AZI 1934.
 GD0329'
 GD0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.7 MILE
 GD0329'WEST OF DOWNTOWN MARTIN.
 GD0329
 GD0329                          STATION RECOVERY (1967)
 GD0329
 GD0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0329'0.7 MI W FROM MARTIN.
 GD0329'THE MARK IS ON THE CAMPUS OF THE MARTIN BRANCH OF THE UNIVERSITY
 GD0329'OF TENNESSEE AT THE SITE OF TRIANGULATION STATION JUNIOR 1934,
 GD0329'ABOUT 0.85 MILE WEST ALONG STATE ROUTE 22 FROM THE NEW POST
 GD0329'OFFICE IN MARTIN, THENCE ABOUT 0.2 MILE SOUTH ALONG MT. PELIA
 GD0329'ROAD TO A PAVED DRIVE ON THE LEFT, THENCE EAST ALONG THEPAVED
 GD0329'DRIVE FOR 0.1 MILE TO A PARKING LOT AT THE WEST EDGE OF THE
 GD0329'ENGINEERING AND MAINTENANCE BUILDING AND THE MARK NORTH OF THIS
 GD0329'BUILDING.  IT IS 76 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 GD0329'OF THE EAST WING, 22.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 GD0329'OF THE WEST WING, 22.4 FEET SOUTH OF THE CURB OF AN ASPHALT WALKWAY,
 GD0329'20 FEET NORTHEAST OF THE CENTER OF THE WEST ENTRANCE, 12.6 FEET EAST
 GD0329'OF THE EDGE OF THE ENTRANCE SIDEWALK, AND 10 FEET EAST-NORTHEAST
 GD0329'OF A SMALL BURFORT HOLLY BUSH.  IT IS A STANDARD DISK SET IN THE
 GD0329'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 GD0329'THE SWARD AND THE DISK IS STAMPED JUNIOR 1934.
 GD0329
 GD0329                          STATION RECOVERY (2002)
 GD0329
 GD0329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0329'AFTER SPEAKING TO A FACULTY MEMBER SINCE 1965, MONUMENT IS NOW UNDER
 GD0329'NEW ENGINEERING BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0327 ***********************************************************************
 GD0327  DESIGNATION -  JUNIOR AZ MK
 GD0327  PID         -  GD0327
 GD0327  STATE/COUNTY-  TN/WEAKLEY
 GD0327  USGS QUAD   -  MARTIN (1983)
 GD0327
 GD0327                         *CURRENT SURVEY CONTROL
 GD0327  ___________________________________________________________________
 GD0327* NAD 83(1986)-  36 20 29.     (N)    088 51 48.     (W)     SCALED    
 GD0327* NAVD 88     -       124.774  (meters)     409.36   (feet)  ADJUSTED  
 GD0327  ___________________________________________________________________
 GD0327  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0327  DYNAMIC HT  -         124.672 (meters)     409.03  (feet)  COMP
 GD0327  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD0327
 GD0327  VERT ORDER  -  FIRST     CLASS II
 GD0327
 GD0327.The horizontal coordinates were scaled from a topographic map and have
 GD0327.an estimated accuracy of +/- 6 seconds.
 GD0327
 GD0327.The orthometric height was determined by differential leveling
 GD0327.and adjusted by the National Geodetic Survey in June 1991..
 GD0327
 GD0327.The geoid height was determined by GEOID03.
 GD0327
 GD0327.The dynamic height is computed by dividing the NAVD 88
 GD0327.geopotential number by the normal gravity value computed on the
 GD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0327.degrees latitude (g = 980.6199 gals.).
 GD0327
 GD0327.The modeled gravity was interpolated from observed gravity values.
 GD0327
 GD0327;                    North         East    Units  Estimated Accuracy
 GD0327;SPC TN       -   226,560.      342,990.      MT  (+/- 180 meters Scaled)
 GD0327
 GD0327                          SUPERSEDED SURVEY CONTROL
 GD0327
 GD0327  NGVD 29 (??/??/??)  124.782  (m)          409.39   (f) ADJUSTED    1 2
 GD0327
 GD0327.Superseded values are not recommended for survey control.
 GD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0327.See file dsdata.txt to determine how the superseded data were derived.
 GD0327
 GD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF327234(NAD 83)
 GD0327_MARKER: DZ = AZIMUTH MARK DISK
 GD0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0327_STAMPING: JUNIOR AZI 1934
 GD0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0327+STABILITY: SURFACE MOTION
 GD0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0327+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0327
 GD0327  HISTORY     - Date     Condition        Report By
 GD0327  HISTORY     - 1934     MONUMENTED       CGS
 GD0327  HISTORY     - 1967     GOOD             CGS
 GD0327  HISTORY     - 20020820 GOOD             USACE
 GD0327
 GD0327                          STATION DESCRIPTION
 GD0327
 GD0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0327'0.7 MI W FROM MARTIN.
 GD0327'THE MARK IS ABOUT 0.6 OF A MILE WEST ALONG STATE ROUTE 22 FROM
 GD0327'THE NEW POST OFFICE IN MARTIN, THENCE NORTH ALONG MOODY STREET
 GD0327'FOR 0.1 MILE TO THE EAST ENTRANCE INTO THE ATHLETIC FIELD OF THE
 GD0327'MARTIN BRANCH OF THE UNIVERSITY OF TENNESSEE AND THE MARK ON
 GD0327'THE LEFT.  IT IS 276 FEET NORTH OF THE EAST ENTRANCE INTO THE
 GD0327'WOMENS GYM, 169 FEET NORTH OF A FLAGPOLE, 98 FEET SOUTHWEST OF
 GD0327'THE APPROXIMATE CENTER OF THE INTERSECTION OF OXFORD STREET AND
 GD0327'MOODY STREET, 56 FEET SOUTH OF A PEDESTRIANS ENTRANCE INTO THE
 GD0327'ATHLETIC FIELD, 37 FEET NORTH-NORTHWEST OF A LARGE POLE
 GD0327'SUPPORTING A BRACT OF FLOOD LIGHTS, 22 FEET WEST OF THE WEST CURB
 GD0327'OF MOODY STREET, AND 1 FOOT EAST OF A CHAIN LINK FENCE.  IT IS
 GD0327'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD0327'ROUND, CONCRETE MONUMENT THAT PROJECTS 16 INCHES AND THE DISK IS
 GD0327'STAMPED JUNIOR AZI 1934.
 GD0327
 GD0327                          STATION RECOVERY (2002)
 GD0327
 GD0327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0330 ***********************************************************************
 GD0330  DESIGNATION -  JUNIOR RM 1
 GD0330  PID         -  GD0330
 GD0330  STATE/COUNTY-  TN/WEAKLEY
 GD0330  USGS QUAD   -  MARTIN (1983)
 GD0330
 GD0330                         *CURRENT SURVEY CONTROL
 GD0330  ___________________________________________________________________
 GD0330* NAD 83(1986)-  36 20 30.     (N)    088 51 49.     (W)     SCALED    
 GD0330* NAVD 88     -       125.381  (meters)     411.35   (feet)  ADJUSTED  
 GD0330  ___________________________________________________________________
 GD0330  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0330  DYNAMIC HT  -         125.279 (meters)     411.02  (feet)  COMP
 GD0330  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD0330
 GD0330  VERT ORDER  -  FIRST     CLASS II
 GD0330
 GD0330.The horizontal coordinates were scaled from a topographic map and have
 GD0330.an estimated accuracy of +/- 6 seconds.
 GD0330
 GD0330.The orthometric height was determined by differential leveling
 GD0330.and adjusted by the National Geodetic Survey in June 1991..
 GD0330
 GD0330.The geoid height was determined by GEOID03.
 GD0330
 GD0330.The dynamic height is computed by dividing the NAVD 88
 GD0330.geopotential number by the normal gravity value computed on the
 GD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0330.degrees latitude (g = 980.6199 gals.).
 GD0330
 GD0330.The modeled gravity was interpolated from observed gravity values.
 GD0330
 GD0330;                    North         East    Units  Estimated Accuracy
 GD0330;SPC TN       -   226,590.      342,960.      MT  (+/- 180 meters Scaled)
 GD0330
 GD0330                          SUPERSEDED SURVEY CONTROL
 GD0330
 GD0330  NGVD 29 (??/??/??)  125.389  (m)          411.38   (f) ADJUSTED    1 2
 GD0330
 GD0330.Superseded values are not recommended for survey control.
 GD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0330.See file dsdata.txt to determine how the superseded data were derived.
 GD0330
 GD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF327234(NAD 83)
 GD0330_MARKER: DR = REFERENCE MARK DISK
 GD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0330_STAMPING: JUNIOR NO 1 1934
 GD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0330+STABILITY: SURFACE MOTION
 GD0330
 GD0330  HISTORY     - Date     Condition        Report By
 GD0330  HISTORY     - 1934     MONUMENTED       CGS
 GD0330  HISTORY     - 1967     GOOD             CGS
 GD0330  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0330
 GD0330                          STATION DESCRIPTION
 GD0330
 GD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0330'0.7 MI W FROM MARTIN.
 GD0330'THE MARK IS ON THE CAMPUS OF THE MARTIN BRANCH OF THE UNIVERSITY
 GD0330'OF TENNESSEE AT THE SITE OF TRIANGULATION STATION JUNIOR 1934,
 GD0330'ABOUT 0.85 MILE WEST ALONG STATE ROUTE 22 FROM THE NEW POST
 GD0330'OFFICE IN MARTIN, THENCE ABOUT 0.2 MILE SOUTH ALONG MT. PELIA
 GD0330'ROAD TO A PAVED DRIVE ON THE LEFT, THENCE EAST ALONG THE PAVED
 GD0330'DRIVE FOR 0.1 MILE TO A PARKING LOT AT THE WEST EDGE OF THE
 GD0330'ENGINEERING AND MAINTENANCE BUILDING AND THE MARK NORTH OF THIS
 GD0330'BUILDING.  IT IS 150.2 FEET NORTHEAST OF THE STATION, 88 FEET
 GD0330'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST WING, 63
 GD0330'FEET EAST OF A 40-INCH CHESTNUT OAK TREE, AND 6 FEET NORTHWEST
 GD0330'OF A 10-INCH GINKO TREE.  IT IS A STANDARD DISK SET IN THE TOP
 GD0330'OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD0330'STAMPED JUNIOR NO 1 1934.
 GD0330
 GD0330                          STATION RECOVERY (2002)
 GD0330
 GD0330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0330'AFTER SPEAKING TO A FACULTY MEMBER SINCE 1965, MONUMENT IS NOW UNDER
 GD0330'NEW ENGINEERING BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0937 ***********************************************************************
 FD0937  DESIGNATION -  JUNK
 FD0937  PID         -  FD0937
 FD0937  STATE/COUNTY-  TN/LAWRENCE
 FD0937  USGS QUAD   -  SUMMERTOWN (1976)
 FD0937
 FD0937                         *CURRENT SURVEY CONTROL
 FD0937  ___________________________________________________________________
 FD0937* NAD 83(1995)-  35 25 51.41397(N)    087 16 52.21355(W)     ADJUSTED  
 FD0937* NAVD 88     -       313.151  (meters)    1027.40   (feet)  ADJUSTED  
 FD0937  ___________________________________________________________________
 FD0937  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FD0937  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0937  DYNAMIC HT  -         312.862 (meters)    1026.45  (feet)  COMP
 FD0937  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0937
 FD0937  HORZ ORDER  -  SECOND
 FD0937  VERT ORDER  -  SECOND    CLASS 0
 FD0937
 FD0937.The horizontal coordinates were established by classical geodetic methods
 FD0937.and adjusted by the National Geodetic Survey in April 1999..
 FD0937
 FD0937.The orthometric height was determined by differential leveling
 FD0937.and adjusted by the National Geodetic Survey in June 1991..
 FD0937
 FD0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0937
 FD0937.The geoid height was determined by GEOID03.
 FD0937
 FD0937.The dynamic height is computed by dividing the NAVD 88
 FD0937.geopotential number by the normal gravity value computed on the
 FD0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0937.degrees latitude (g = 980.6199 gals.).
 FD0937
 FD0937.The modeled gravity was interpolated from observed gravity values.
 FD0937
 FD0937;                    North         East     Units Scale Factor Converg.
 FD0937;SPC TN       -   122,541.354   483,667.254   MT  0.99997300   -0 45 00.2
 FD0937;SPC TN       -   402,037.76  1,586,831.65   sFT  0.99997300   -0 45 00.2
 FD0937;UTM  16      - 3,920,871.602   474,477.943   MT  0.99960803   -0 09 46.8
 FD0937
 FD0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0937!SPC TN       -   0.99995522  x   0.99997300  =   0.99992822
 FD0937!UTM  16      -   0.99995522  x   0.99960803  =   0.99956327
 FD0937
 FD0937|---------------------------------------------------------------------|
 FD0937| PID    Reference Object                     Distance      Geod. Az  |
 FD0937|                                                           dddmmss.s |
 FD0937| FD0938 JUNK RM 1                            22.351 METERS 00544     |
 FD0937| FD0939 JUNK AZ MK                                         0101140.1 |
 FD0937| FD0936 JUNK RM 2                            22.232 METERS 18917     |
 FD0937|---------------------------------------------------------------------|
 FD0937
 FD0937                          SUPERSEDED SURVEY CONTROL
 FD0937
 FD0937  NAD 83(1995)-  35 25 51.41728(N)    087 16 52.21522(W) AD(       ) 2
 FD0937  NAD 83(1995)-  35 25 51.41825(N)    087 16 52.21548(W) AD(       ) 2
 FD0937  NAD 83(1986)-  35 25 51.42487(N)    087 16 52.21428(W) AD(       ) 2
 FD0937  NAD 27      -  35 25 51.14380(N)    087 16 52.16450(W) AD(       ) 2
 FD0937  NGVD 29 (??/??/92)  313.132  (m)         1027.33   (f) ADJ UNCH    2 0
 FD0937
 FD0937.Superseded values are not recommended for survey control.
 FD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0937.See file dsdata.txt to determine how the superseded data were derived.
 FD0937
 FD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7447820872(NAD 83)
 FD0937_MARKER: DD = SURVEY DISK
 FD0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0937_STAMPING: JUNK 1962
 FD0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0937+STABILITY: SURFACE MOTION
 FD0937
 FD0937  HISTORY     - Date     Condition        Report By
 FD0937  HISTORY     - 1962     MONUMENTED       TNHD
 FD0937  HISTORY     - 1963     GOOD             TNHD
 FD0937  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0937
 FD0937                          STATION DESCRIPTION
 FD0937
 FD0937'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0937'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF LAWRENCEBURG AND 9
 FD0937'MILES SOUTHWEST OF
 FD0937'MT PLEASANT.
 FD0937'
 FD0937'TO REACH THE STATION FROM THE POST OFFICE IN MT PLEASANT, GO
 FD0937'SOUTHWEST ON U S HIGHWAY
 FD0937'43 FOR 8.3 MILES TO THE JUNCTION OF U S HIGHWAY 43 AND STATE
 FD0937'ROUTE 20, CONTINUE FOR 0.4
 FD0937'MILE ON U S HIGHWAY 43 TO THE AZIMUTH MARK
 FD0937'ON THE LEFT, CONTINUE SOUTH FOR 0.5 MILE TO
 FD0937'THE STATION ON THE RIGHT.
 FD0937'
 FD0937'THE STATION IS 54 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0937'43 AND 7.3 FEET EAST OF A
 FD0937'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 FD0937'STANDARD TENNESSEE HIGHWAY
 FD0937'DEPARTMENT DISKS AND ARE STAMPED JUNK
 FD0937'1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0937'INCHES BELOW THE SURFACE.
 FD0937'THE SURFACE MARK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0937'
 FD0937'REFERENCE MARK NO 1 IS 58 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0937'HIGHWAY 43 AND 5 FEET
 FD0937'EAST OF A FENCE LINE.  IT IS A STANDARD TENNESSEE
 FD0937'HIGHWAY DEPARTMENT DISK SET IN A
 FD0937'10-INCH SQUARE, FLUSH, CONCRETE
 FD0937'MONUMENT AND THE DISK IS STAMPED JUNK RM 1 1962.
 FD0937'
 FD0937'REFERENCE MARK NO 2 IS 56 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0937'HIGHWAY 43, 38 FEET NORTH
 FD0937'OF TELEPHONE NO 13 AND 5 FEET EAST OF A FENCE LINE.
 FD0937'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0937'DEPARTMENT DISK SET IN A 10-INCH
 FD0937'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0937'STAMPED JUNK RM 2 1962.
 FD0937'
 FD0937'THE AZIMUTH MARK IS 101 FEET SOUTH OF TEH MAURY-LAWRENCE COUNTY LINE,
 FD0937'52 FEET EAST OF THE
 FD0937'APPROXIMATE CENTER OF U S HIGHWAY 43 AND 1.8 FEET WEST OF
 FD0937'POWER POLE NO 422.  IT IS A
 FD0937'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0937'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0937'MONUMENT, AND THE DISK
 FD0937'IS STAMPED JUNK AZI 1962.
 FD0937'
 FD0937'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0937'
 FD0937'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
 FD0937
 FD0937                          STATION RECOVERY (1963)
 FD0937
 FD0937'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0937'9 MI SW FROM MT PLEASANT.
 FD0937'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHWESTERLY ON U.S.
 FD0937'HIGHWAY 43 FOR 8.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 43 AND
 FD0937'STATE ROUTE 20, CONTINUE FOR 0.5 MILE TO THE STATION ON THE
 FD0937'RIGHT.  THE STATION MARK IS 54 FEET WEST OF THE CENTER OF U.S.
 FD0937'HIGHWAY 43 AND 7.3 FEET EAST OF A WITNESS POST.  THE MARK IS A
 FD0937'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0937'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0937
 FD0937                          STATION RECOVERY (1983)
 FD0937
 FD0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0937'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0939 ***********************************************************************
 FD0939  DESIGNATION -  JUNK AZ MK
 FD0939  PID         -  FD0939
 FD0939  STATE/COUNTY-  TN/LAWRENCE
 FD0939  USGS QUAD   -  SUMMERTOWN (1976)
 FD0939
 FD0939                         *CURRENT SURVEY CONTROL
 FD0939  ___________________________________________________________________
 FD0939* NAD 83(1986)-  35 26 19.     (N)    087 16 47.     (W)     SCALED    
 FD0939* NAVD 88     -       306.129  (meters)    1004.36   (feet)  ADJUSTED  
 FD0939  ___________________________________________________________________
 FD0939  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0939  DYNAMIC HT  -         305.846 (meters)    1003.43  (feet)  COMP
 FD0939  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FD0939
 FD0939  VERT ORDER  -  SECOND    CLASS 0
 FD0939
 FD0939.The horizontal coordinates were scaled from a topographic map and have
 FD0939.an estimated accuracy of +/- 6 seconds.
 FD0939
 FD0939.The orthometric height was determined by differential leveling
 FD0939.and adjusted by the National Geodetic Survey in June 1991..
 FD0939
 FD0939.The geoid height was determined by GEOID03.
 FD0939
 FD0939.The dynamic height is computed by dividing the NAVD 88
 FD0939.geopotential number by the normal gravity value computed on the
 FD0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0939.degrees latitude (g = 980.6199 gals.).
 FD0939
 FD0939.The modeled gravity was interpolated from observed gravity values.
 FD0939
 FD0939;                    North         East    Units  Estimated Accuracy
 FD0939;SPC TN       -   123,390.      483,810.      MT  (+/- 180 meters Scaled)
 FD0939
 FD0939                          SUPERSEDED SURVEY CONTROL
 FD0939
 FD0939  NGVD 29 (??/??/92)  306.109  (m)         1004.29   (f) ADJ UNCH    2 0
 FD0939
 FD0939.Superseded values are not recommended for survey control.
 FD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0939.See file dsdata.txt to determine how the superseded data were derived.
 FD0939
 FD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE746217(NAD 83)
 FD0939_MARKER: DD = SURVEY DISK
 FD0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0939_STAMPING: JUNK AZI 1962
 FD0939_MARK LOGO: TNHD  
 FD0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0939+STABILITY: SURFACE MOTION
 FD0939
 FD0939  HISTORY     - Date     Condition        Report By
 FD0939  HISTORY     - 1962     MONUMENTED       TNHD
 FD0939  HISTORY     - 1963     GOOD             TNHD
 FD0939  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0939
 FD0939                          STATION DESCRIPTION
 FD0939
 FD0939'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0939'9 MI SW FROM MT PLEASANT.
 FD0939'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHWESTERLY ON U.S.
 FD0939'HIGHWAY 43 FOR 9 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FD0939'IS 52 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 101 FEET
 FD0939'SOUTH OF THE MAURY-LAWRENCE COUNTY LINE AND 1.8 FEET WEST OF POWER
 FD0939'POLE NO. 422.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0939'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0939'THE GROUND.
 FD0939
 FD0939                          STATION RECOVERY (1983)
 FD0939
 FD0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0939'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0938 ***********************************************************************
 FD0938  DESIGNATION -  JUNK RM 1
 FD0938  PID         -  FD0938
 FD0938  STATE/COUNTY-  TN/LAWRENCE
 FD0938  USGS QUAD   -  SUMMERTOWN (1976)
 FD0938
 FD0938                         *CURRENT SURVEY CONTROL
 FD0938  ___________________________________________________________________
 FD0938* NAD 83(1986)-  35 25 51.     (N)    087 16 52.     (W)     SCALED    
 FD0938* NAVD 88     -       312.368  (meters)    1024.83   (feet)  ADJUSTED  
 FD0938  ___________________________________________________________________
 FD0938  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0938  DYNAMIC HT  -         312.079 (meters)    1023.88  (feet)  COMP
 FD0938  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0938
 FD0938  VERT ORDER  -  SECOND    CLASS 0
 FD0938
 FD0938.The horizontal coordinates were scaled from a topographic map and have
 FD0938.an estimated accuracy of +/- 6 seconds.
 FD0938
 FD0938.The orthometric height was determined by differential leveling
 FD0938.and adjusted by the National Geodetic Survey in June 1991..
 FD0938
 FD0938.The geoid height was determined by GEOID03.
 FD0938
 FD0938.The dynamic height is computed by dividing the NAVD 88
 FD0938.geopotential number by the normal gravity value computed on the
 FD0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0938.degrees latitude (g = 980.6199 gals.).
 FD0938
 FD0938.The modeled gravity was interpolated from observed gravity values.
 FD0938
 FD0938;                    North         East    Units  Estimated Accuracy
 FD0938;SPC TN       -   122,530.      483,670.      MT  (+/- 180 meters Scaled)
 FD0938
 FD0938                          SUPERSEDED SURVEY CONTROL
 FD0938
 FD0938  NGVD 29 (??/??/92)  312.348  (m)         1024.76   (f) ADJ UNCH    2 0
 FD0938
 FD0938.Superseded values are not recommended for survey control.
 FD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0938.See file dsdata.txt to determine how the superseded data were derived.
 FD0938
 FD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744208(NAD 83)
 FD0938_MARKER: DD = SURVEY DISK
 FD0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0938_STAMPING: JUNK RM 1 1962
 FD0938_MARK LOGO: TNHD  
 FD0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0938+STABILITY: SURFACE MOTION
 FD0938
 FD0938  HISTORY     - Date     Condition        Report By
 FD0938  HISTORY     - 1962     MONUMENTED       TNHD
 FD0938  HISTORY     - 1963     GOOD             TNHD
 FD0938  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0938
 FD0938                          STATION DESCRIPTION
 FD0938
 FD0938'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0938'9 MI SW FROM MT PLEASANT.
 FD0938'THIS MARK IS LOCATED AT THE JUNK 1962 STATION SITE, 58 FEET WEST
 FD0938'OF THE CENTERLINE OF U.S. HIGHWAY 43, 73 FEET NORTH OF THE
 FD0938'STATION AND 5 FEET EAST OF A FENCE LINE.  THE MARK IS A STANDARD
 FD0938'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD0938'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0938
 FD0938                          STATION RECOVERY (1983)
 FD0938
 FD0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0938'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0936 ***********************************************************************
 FD0936  DESIGNATION -  JUNK RM 2
 FD0936  PID         -  FD0936
 FD0936  STATE/COUNTY-  TN/LAWRENCE
 FD0936  USGS QUAD   -  SUMMERTOWN (1976)
 FD0936
 FD0936                         *CURRENT SURVEY CONTROL
 FD0936  ___________________________________________________________________
 FD0936* NAD 83(1986)-  35 25 51.     (N)    087 16 52.     (W)     SCALED    
 FD0936* NAVD 88     -       313.162  (meters)    1027.43   (feet)  ADJUSTED  
 FD0936  ___________________________________________________________________
 FD0936  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0936  DYNAMIC HT  -         312.873 (meters)    1026.48  (feet)  COMP
 FD0936  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0936
 FD0936  VERT ORDER  -  SECOND    CLASS 0
 FD0936
 FD0936.The horizontal coordinates were scaled from a topographic map and have
 FD0936.an estimated accuracy of +/- 6 seconds.
 FD0936
 FD0936.The orthometric height was determined by differential leveling
 FD0936.and adjusted by the National Geodetic Survey in June 1991..
 FD0936
 FD0936.The geoid height was determined by GEOID03.
 FD0936
 FD0936.The dynamic height is computed by dividing the NAVD 88
 FD0936.geopotential number by the normal gravity value computed on the
 FD0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0936.degrees latitude (g = 980.6199 gals.).
 FD0936
 FD0936.The modeled gravity was interpolated from observed gravity values.
 FD0936
 FD0936;                    North         East    Units  Estimated Accuracy
 FD0936;SPC TN       -   122,530.      483,670.      MT  (+/- 180 meters Scaled)
 FD0936
 FD0936                          SUPERSEDED SURVEY CONTROL
 FD0936
 FD0936  NGVD 29 (??/??/92)  313.143  (m)         1027.37   (f) ADJ UNCH    2 0
 FD0936
 FD0936.Superseded values are not recommended for survey control.
 FD0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0936.See file dsdata.txt to determine how the superseded data were derived.
 FD0936
 FD0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744208(NAD 83)
 FD0936_MARKER: DD = SURVEY DISK
 FD0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0936_STAMPING: JUNK RM 2 1962
 FD0936_MARK LOGO: TNHD  
 FD0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0936+STABILITY: SURFACE MOTION
 FD0936
 FD0936  HISTORY     - Date     Condition        Report By
 FD0936  HISTORY     - 1962     MONUMENTED       TNHD
 FD0936  HISTORY     - 1963     GOOD             TNHD
 FD0936  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0936
 FD0936                          STATION DESCRIPTION
 FD0936
 FD0936'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0936'9 MI SW FROM MT PLEASANT.
 FD0936'THIS MARK IS LOCATED AT THE JUNK 1962 STATION SITE, 56 FEET WEST
 FD0936'OF THE CENTER OF U.S. HIGHWAY 43, 38 FEET NORTH OF TELEPHONE POLE
 FD0936'NO. 13, 73 FEET SOUTH OF THE STATION AND 5 FEET EAST OF A FENCE
 FD0936'LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0936'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0936'GROUND.
 FD0936
 FD0936                          STATION RECOVERY (1983)
 FD0936
 FD0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0936'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7706 ***********************************************************************
 DG7706  CBN         -  This is a Cooperative Base Network Control Station.
 DG7706  DESIGNATION -  JWN A
 DG7706  PID         -  DG7706
 DG7706  STATE/COUNTY-  TN/DAVIDSON
 DG7706  USGS QUAD   -  SCOTTSBORO (1983)
 DG7706
 DG7706                         *CURRENT SURVEY CONTROL
 DG7706  ___________________________________________________________________
 DG7706* NAD 83(1995)-  36 11 07.12670(N)    086 52 59.07733(W)     ADJUSTED  
 DG7706* NAVD 88     -       150.7    (meters)     494.     (feet)  GPS OBS   
 DG7706  ___________________________________________________________________
 DG7706  X           -     280,241.360 (meters)                     COMP
 DG7706  Y           -  -5,146,359.011 (meters)                     COMP
 DG7706  Z           -   3,744,879.132 (meters)                     COMP
 DG7706  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG7706  ELLIP HEIGHT-         121.36  (meters)          (08/03/04) GPS OBS
 DG7706  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG7706
 DG7706  HORZ ORDER  -  A
 DG7706  ELLP ORDER  -  FOURTH    CLASS I
 DG7706
 DG7706.The horizontal coordinates were established by GPS observations
 DG7706.and adjusted by the National Geodetic Survey in August 2004..
 DG7706
 DG7706.The orthometric height was determined by GPS observations and a
 DG7706.high-resolution geoid model.
 DG7706
 DG7706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7706
 DG7706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7706
 DG7706.The ellipsoidal height was determined by GPS observations
 DG7706.and is referenced to NAD 83.
 DG7706
 DG7706.The geoid height was determined by GEOID03.
 DG7706
 DG7706;                    North         East     Units Scale Factor Converg.
 DG7706;SPC TN       -   205,835.423   520,568.902   MT  0.99996714   -0 31 01.2
 DG7706;SPC TN       -   675,311.72  1,707,899.81   sFT  0.99996714   -0 31 01.2
 DG7706;UTM  16      - 4,004,509.022   510,513.282   MT  0.99960136   +0 04 08.5
 DG7706
 DG7706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7706!SPC TN       -   0.99998095  x   0.99996714  =   0.99994809
 DG7706!UTM  16      -   0.99998095  x   0.99960136  =   0.99958232
 DG7706
 DG7706                          SUPERSEDED SURVEY CONTROL
 DG7706
 DG7706.No superseded survey control is available for this station.
 DG7706
 DG7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1051304509(NAD 83)
 DG7706_MARKER: DD = SURVEY DISK
 DG7706_SETTING: 66 = SET IN ROCK OUTCROP
 DG7706_STAMPING: JWN A 1990
 DG7706_MARK LOGO: NOS   
 DG7706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7706+STABILITY: POSITION/ELEVATION WELL
 DG7706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7706+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7706
 DG7706  HISTORY     - Date     Condition        Report By
 DG7706  HISTORY     - 1990     MONUMENTED       NOS
 DG7706  HISTORY     - 20031010 GOOD             TNDT
 DG7706
 DG7706                          STATION DESCRIPTION
 DG7706
 DG7706'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7706'THE STATION IS LOCATED IN THE NORTH PORIOTN OF THE JOHN C. TUNE
 DG7706'AIRPORT IN NASHVILLE, TN.
 DG7706' 
 DG7706'OWNERSHIP -- METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7706'DR., SUITE 501, NASHVILLE, TN 37214-4114.
 DG7706' 
 DG7706'TO REACH THE STATION FROM THE INTERSECTION OF TERMINAL RAMP, PROCEED
 DG7706'WEST ON TAXIWAY R-1 UNTIL TAXIWAY ALPHA.  TURN RIGHT ONTO TAXIWAY
 DG7706'ALPHA AND PROCEED NORTH UNTIL THE SECOND ASPHALT ACCESS ROAD ON THE
 DG7706'RIGHT.  TURN RIGHT. STATION IS LOCATED IN THE BEDROCK NORTHEAST OF THE
 DG7706'AWAS ANTENNA.
 DG7706' 
 DG7706'THE STATION IS 125.8 FT (38.34 M) W OF THE SECURITY FENCE, 122.6 FT
 DG7706'(37.37 M) N OF THE POWER POLE, 71.6 FT (21.82 M) NE OF THE NW CORNER
 DG7706'POST OF THE FENCE AROUND THE AWAS ANTENNA. ACCESS TO THE FIELD IS
 DG7706'CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7707 ***********************************************************************
 DG7707  CBN         -  This is a Cooperative Base Network Control Station.
 DG7707  DESIGNATION -  JWN B
 DG7707  PID         -  DG7707
 DG7707  STATE/COUNTY-  TN/DAVIDSON
 DG7707  USGS QUAD   -  SCOTTSBORO (1983)
 DG7707
 DG7707                         *CURRENT SURVEY CONTROL
 DG7707  ___________________________________________________________________
 DG7707* NAD 83(1995)-  36 10 30.95082(N)    086 53 18.74571(W)     ADJUSTED  
 DG7707* NAVD 88     -       138.9    (meters)     456.     (feet)  GPS OBS   
 DG7707  ___________________________________________________________________
 DG7707  X           -     279,785.841 (meters)                     COMP
 DG7707  Y           -  -5,147,033.508 (meters)                     COMP
 DG7707  Z           -   3,743,972.144 (meters)                     COMP
 DG7707  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DG7707  ELLIP HEIGHT-         109.59  (meters)          (08/03/04) GPS OBS
 DG7707  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG7707
 DG7707  HORZ ORDER  -  A
 DG7707  ELLP ORDER  -  FOURTH    CLASS I
 DG7707
 DG7707.The horizontal coordinates were established by GPS observations
 DG7707.and adjusted by the National Geodetic Survey in August 2004..
 DG7707
 DG7707.The orthometric height was determined by GPS observations and a
 DG7707.high-resolution geoid model.
 DG7707
 DG7707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7707
 DG7707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7707
 DG7707.The ellipsoidal height was determined by GPS observations
 DG7707.and is referenced to NAD 83.
 DG7707
 DG7707.The geoid height was determined by GEOID03.
 DG7707
 DG7707;                    North         East     Units Scale Factor Converg.
 DG7707;SPC TN       -   204,724.909   520,067.366   MT  0.99996608   -0 31 12.7
 DG7707;SPC TN       -   671,668.31  1,706,254.35   sFT  0.99996608   -0 31 12.7
 DG7707;UTM  16      - 4,003,393.845   510,023.309   MT  0.99960124   +0 03 56.8
 DG7707
 DG7707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7707!SPC TN       -   0.99998280  x   0.99996608  =   0.99994888
 DG7707!UTM  16      -   0.99998280  x   0.99960124  =   0.99958405
 DG7707
 DG7707                          SUPERSEDED SURVEY CONTROL
 DG7707
 DG7707.No superseded survey control is available for this station.
 DG7707
 DG7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1002303394(NAD 83)
 DG7707_MARKER: DD = SURVEY DISK
 DG7707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7707_STAMPING: JWN B 1996
 DG7707_MARK LOGO: NOS   
 DG7707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7707+STABILITY: SURFACE MOTION
 DG7707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7707+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7707
 DG7707  HISTORY     - Date     Condition        Report By
 DG7707  HISTORY     - 1996     MONUMENTED       NOS
 DG7707  HISTORY     - 20031010 GOOD             TNDT
 DG7707
 DG7707                          STATION DESCRIPTION
 DG7707
 DG7707'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7707'THE STATION IS LOCATED IN THE SOUTH PORTION OF THE JOHN C TUNE AIRPORT
 DG7707'IN NASHVILLE, TN.
 DG7707' 
 DG7707'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7707'DRIVE, NASHVILLE, TN 37214-4114.
 DG7707' 
 DG7707'TO REACH THE STATION FROM THE INTERSECTION OF TERMINAL RAMP, PROCEED
 DG7707'WEST ON TAXIWAY R-1 UNTIL TAXIWAY ALPHA. TURN RIGHT ONTO TAXIWAY ALPHA
 DG7707'AND PROCEED SOUTH UNTIL TAXIWAY A-1, PROCEED WEST.  TURN RIGHT,
 DG7707'STATION IS LOCATED IN THE GRASS AREA BETWEEN TAXIWAY ALPHA AND RUNWAY
 DG7707'01-19.
 DG7707' 
 DG7707'THE STATION IS 135.8 FT (41.39 M) E OF CENTERLINE OF RUNWAY 01-19,
 DG7707'85.3 FT (26.00 M) N OF THE CENTERLINE OF TAXIWAY A-1.  ACCESS TO THE
 DG7707'FIELD IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7711 ***********************************************************************
 DG7711  CBN         -  This is a Cooperative Base Network Control Station.
 DG7711  DESIGNATION -  JWN C
 DG7711  PID         -  DG7711
 DG7711  STATE/COUNTY-  TN/DAVIDSON
 DG7711  USGS QUAD   -  SCOTTSBORO (1983)
 DG7711
 DG7711                         *CURRENT SURVEY CONTROL
 DG7711  ___________________________________________________________________
 DG7711* NAD 83(1995)-  36 11 22.13103(N)    086 53 05.23386(W)     ADJUSTED  
 DG7711* NAVD 88     -       149.7    (meters)     491.     (feet)  GPS OBS   
 DG7711  ___________________________________________________________________
 DG7711  X           -     280,072.871 (meters)                     COMP
 DG7711  Y           -  -5,146,093.931 (meters)                     COMP
 DG7711  Z           -   3,745,251.827 (meters)                     COMP
 DG7711  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DG7711  ELLIP HEIGHT-         120.39  (meters)          (08/03/04) GPS OBS
 DG7711  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG7711
 DG7711  HORZ ORDER  -  A
 DG7711  ELLP ORDER  -  FOURTH    CLASS I
 DG7711
 DG7711.The horizontal coordinates were established by GPS observations
 DG7711.and adjusted by the National Geodetic Survey in August 2004..
 DG7711
 DG7711.The orthometric height was determined by GPS observations and a
 DG7711.high-resolution geoid model.
 DG7711
 DG7711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7711
 DG7711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7711
 DG7711.The ellipsoidal height was determined by GPS observations
 DG7711.and is referenced to NAD 83.
 DG7711
 DG7711.The geoid height was determined by GEOID03.
 DG7711
 DG7711;                    North         East     Units Scale Factor Converg.
 DG7711;SPC TN       -   206,299.255   520,419.262   MT  0.99996759   -0 31 04.8
 DG7711;SPC TN       -   676,833.47  1,707,408.86   sFT  0.99996759   -0 31 04.8
 DG7711;UTM  16      - 4,004,971.131   510,358.963   MT  0.99960132   +0 04 04.9
 DG7711
 DG7711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7711!SPC TN       -   0.99998111  x   0.99996759  =   0.99994870
 DG7711!UTM  16      -   0.99998111  x   0.99960132  =   0.99958243
 DG7711
 DG7711                          SUPERSEDED SURVEY CONTROL
 DG7711
 DG7711.No superseded survey control is available for this station.
 DG7711
 DG7711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1035904971(NAD 83)
 DG7711_MARKER: DD = SURVEY DISK
 DG7711_SETTING: 66 = SET IN ROCK OUTCROP
 DG7711_STAMPING: JWN C 1996
 DG7711_MARK LOGO: NGS   
 DG7711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7711+STABILITY: POSITION/ELEVATION WELL
 DG7711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7711+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7711
 DG7711  HISTORY     - Date     Condition        Report By
 DG7711  HISTORY     - 1996     MONUMENTED       NGS
 DG7711  HISTORY     - 20031010 GOOD             NASHAP
 DG7711
 DG7711                          STATION DESCRIPTION
 DG7711
 DG7711'DESCRIBED BY METRO NASHVILLE APT AUTH 2003 (MDF)
 DG7711'THE STATION IS LOCATED IN THE NORTHWEST PORTION OF THE JOHN C TUNE
 DG7711'AIRPORT IN NASHVILLE,TN
 DG7711' 
 DG7711'OWNERSHIP--METROPOLITAN NASHVILEE AIRPORT AUTHORITY, ONE TERMINAL
 DG7711'DRIVE, SUITE 501, NASHVILLE, TN 373214-4114.
 DG7711' 
 DG7711'TO REACH THE STATION FROM THE INTERSECTION OF THE TERMINAL RAMP,
 DG7711'PROCEED WEST ON TAXIWAY R-1 UNTIL TAXIWAY ALPHA.  TURN RIGHT ONTO
 DG7711'TAXIWAY ALPHA AND PROCEED NORTH UNTIL TAXIWAY A-5, PROCEED WEST ACROSS
 DG7711'RUNWAY INTO GRASS.  TURN RIGHT, STATION IS LOCATED IN THE GRASS AREA
 DG7711'BETWEEN THE TOP OF THE BANK AND THE OVERRUN AREA OF RUNWAY 01-19.
 DG7711' 
 DG7711'THE STATION IS 112.2 FT (34.20 M) W OF CENTERLINE OF RUNWAY 01-19,
 DG7711'97.6 FT (29.75 M) S OF THE END OF OVERRUN OF RWY END 19, 46.5 FT
 DG7711'(14.17 M) E OF TOP OF BANK.  ACCESS TO THE FIELD IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1746 ***********************************************************************
 FB1746  DESIGNATION -  K 10
 FB1746  PID         -  FB1746
 FB1746  STATE/COUNTY-  TN/KNOX
 FB1746  USGS QUAD   -  KNOXVILLE (1978)
 FB1746
 FB1746                         *CURRENT SURVEY CONTROL
 FB1746  ___________________________________________________________________
 FB1746* NAD 83(1986)-  35 57 34.     (N)    083 55 25.     (W)     SCALED    
 FB1746* NAVD 88     -       262.093  (meters)     859.88   (feet)  ADJUSTED  
 FB1746  ___________________________________________________________________
 FB1746  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1746  DYNAMIC HT  -         261.852 (meters)     859.09  (feet)  COMP
 FB1746  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FB1746
 FB1746  VERT ORDER  -  FIRST     CLASS II
 FB1746
 FB1746.The horizontal coordinates were scaled from a topographic map and have
 FB1746.an estimated accuracy of +/- 6 seconds.
 FB1746
 FB1746.The orthometric height was determined by differential leveling
 FB1746.and adjusted by the National Geodetic Survey in June 1991..
 FB1746
 FB1746.The geoid height was determined by GEOID03.
 FB1746
 FB1746.The dynamic height is computed by dividing the NAVD 88
 FB1746.geopotential number by the normal gravity value computed on the
 FB1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1746.degrees latitude (g = 980.6199 gals.).
 FB1746
 FB1746.The modeled gravity was interpolated from observed gravity values.
 FB1746
 FB1746;                    North         East    Units  Estimated Accuracy
 FB1746;SPC TN       -   182,400.      787,290.      MT  (+/- 180 meters Scaled)
 FB1746
 FB1746                          SUPERSEDED SURVEY CONTROL
 FB1746
 FB1746  NGVD 29 (??/??/92)  262.233  (m)          860.34   (f) ADJ UNCH    1 2
 FB1746
 FB1746.Superseded values are not recommended for survey control.
 FB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1746.See file dsdata.txt to determine how the superseded data were derived.
 FB1746
 FB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363834(NAD 83)
 FB1746_MARKER: DB = BENCH MARK DISK
 FB1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1746_SP_SET: BRIDGE
 FB1746_STAMPING: 860.559 K 10 1932
 FB1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1746
 FB1746  HISTORY     - Date     Condition        Report By
 FB1746  HISTORY     - 1932     MONUMENTED       CGS
 FB1746  HISTORY     - 1950     GOOD             NGS
 FB1746  HISTORY     - 1978     MARK NOT FOUND   NCDOT
 FB1746  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1746
 FB1746                          STATION DESCRIPTION
 FB1746
 FB1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1746'AT KNOXVILLE.
 FB1746'AT KNOXVILLE, KNOX COUNTY, 0.5 MILE SOUTH ALONG THE
 FB1746'KNOXVILLE-MARYVILLE BRANCH OF THE SOUTHERN RAILWAY FROM THE
 FB1746'PASSENGER STATION, AT RAILWAY BRIDGE B 1 OVER WEST CUMBERLAND
 FB1746'AVENUE, AND IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT.
 FB1746'A STANDARD DISK, STAMPED 860.559 K 10 1932.
 FB1746
 FB1746                          STATION RECOVERY (1978)
 FB1746
 FB1746'RECOVERY NOTE BY 
NC DOT 1978
 FB1746'STATION WAS NOT FOUND AFTER THOROUGH SEARCH.  IT MAY BE IN BUT
 FB1746'COVERED BY DIRT.
 FB1746
 FB1746                          STATION RECOVERY (1983)
 FB1746
 FB1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0976 ***********************************************************************
 GA0976  DESIGNATION -  K 100
 GA0976  PID         -  GA0976
 GA0976  STATE/COUNTY-  TN/GREENE
 GA0976  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0976
 GA0976                         *CURRENT SURVEY CONTROL
 GA0976  ___________________________________________________________________
 GA0976* NAD 83(1986)-  36 15 15.     (N)    082 38 53.     (W)     SCALED    
 GA0976* NAVD 88     -       463.541  (meters)    1520.80   (feet)  ADJUSTED  
 GA0976  ___________________________________________________________________
 GA0976  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0976  DYNAMIC HT  -         463.098 (meters)    1519.35  (feet)  COMP
 GA0976  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 GA0976
 GA0976  VERT ORDER  -  SECOND    CLASS 0
 GA0976
 GA0976.The horizontal coordinates were scaled from a topographic map and have
 GA0976.an estimated accuracy of +/- 6 seconds.
 GA0976
 GA0976.The orthometric height was determined by differential leveling
 GA0976.and adjusted by the National Geodetic Survey in June 1991..
 GA0976
 GA0976.The geoid height was determined by GEOID03.
 GA0976
 GA0976.The dynamic height is computed by dividing the NAVD 88
 GA0976.geopotential number by the normal gravity value computed on the
 GA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0976.degrees latitude (g = 980.6199 gals.).
 GA0976
 GA0976.The modeled gravity was interpolated from observed gravity values.
 GA0976
 GA0976;                    North         East    Units  Estimated Accuracy
 GA0976;SPC TN       -   218,280.      901,190.      MT  (+/- 180 meters Scaled)
 GA0976
 GA0976                          SUPERSEDED SURVEY CONTROL
 GA0976
 GA0976  NGVD 29 (??/??/92)  463.681  (m)         1521.26   (f) ADJ UNCH    2 0
 GA0976
 GA0976.Superseded values are not recommended for survey control.
 GA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0976.See file dsdata.txt to determine how the superseded data were derived.
 GA0976
 GA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA519133(NAD 83)
 GA0976_MARKER: DB = BENCH MARK DISK
 GA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0976_STAMPING: K 100 1935
 GA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0976+STABILITY: SURFACE MOTION
 GA0976
 GA0976  HISTORY     - Date     Condition        Report By
 GA0976  HISTORY     - 1935     MONUMENTED       CGS
 GA0976
 GA0976                          STATION DESCRIPTION
 GA0976
 GA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0976'3 MI NW FROM LIMESTONE.
 GA0976'IN GREENE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY 11 E FROM
 GA0976'THE POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, THENCE 2.2 MILES
 GA0976'NORTH ALONG THE JEAROLDSTOWN ROAD, AT THE O.F. DOTSON RESIDENCE,
 GA0976'25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 33 FEET WEST OF THE
 GA0976'CENTERLINE OF A WALK, 3 FEET NORTH OF A YARD FENCE, AND LEVEL
 GA0976'WITH THE ROAD.  A STANDARD DISK, STAMPED K 100 1935 AND SET IN THE
 GA0976'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0215 ***********************************************************************
 GA0215  DESIGNATION -  K 101
 GA0215  PID         -  GA0215
 GA0215  STATE/COUNTY-  TN/SULLIVAN
 GA0215  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0215
 GA0215                         *CURRENT SURVEY CONTROL
 GA0215  ___________________________________________________________________
 GA0215* NAD 83(1986)-  36 33 33.     (N)    082 18 45.     (W)     SCALED    
 GA0215* NAVD 88     -       509.035  (meters)    1670.06   (feet)  ADJUSTED  
 GA0215  ___________________________________________________________________
 GA0215  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0215  DYNAMIC HT  -         508.564 (meters)    1668.51  (feet)  COMP
 GA0215  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA0215
 GA0215  VERT ORDER  -  SECOND    CLASS 0
 GA0215
 GA0215.The horizontal coordinates were scaled from a topographic map and have
 GA0215.an estimated accuracy of +/- 6 seconds.
 GA0215
 GA0215.The orthometric height was determined by differential leveling
 GA0215.and adjusted by the National Geodetic Survey in June 1991..
 GA0215
 GA0215.The geoid height was determined by GEOID03.
 GA0215
 GA0215.The dynamic height is computed by dividing the NAVD 88
 GA0215.geopotential number by the normal gravity value computed on the
 GA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0215.degrees latitude (g = 980.6199 gals.).
 GA0215
 GA0215.The modeled gravity was interpolated from observed gravity values.
 GA0215
 GA0215;                    North         East    Units  Estimated Accuracy
 GA0215;SPC TN       -   253,180.      930,050.      MT  (+/- 180 meters Scaled)
 GA0215
 GA0215                          SUPERSEDED SURVEY CONTROL
 GA0215
 GA0215  NGVD 29 (??/??/92)  509.177  (m)         1670.52   (f) ADJ UNCH    2 0
 GA0215
 GA0215.Superseded values are not recommended for survey control.
 GA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0215.See file dsdata.txt to determine how the superseded data were derived.
 GA0215
 GA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA825467(NAD 83)
 GA0215_MARKER: DB = BENCH MARK DISK
 GA0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0215_STAMPING: K 101 1935
 GA0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0215+STABILITY: SURFACE MOTION
 GA0215
 GA0215  HISTORY     - Date     Condition        Report By
 GA0215  HISTORY     - 1935     MONUMENTED       CGS
 GA0215  HISTORY     - 1961     GOOD             NGS
 GA0215
 GA0215                          STATION DESCRIPTION
 GA0215
 GA0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0215'2.8 MI NE FROM BLOUNTVILLE.
 GA0215'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 W FROM THE COURTHOUSE
 GA0215'AT BLOUNTVILLE, SULLIVAN COUNTY, THENCE 1.3 MILES NORTHWEST ALONG
 GA0215'THE SULLIVAN COUNTY POORHOUSE FARM ROAD, 0.1 MILE EAST OF A
 GA0215'RIGHT-ANGLE TURN IN THE ROAD, 150 YARDS EAST OF THE JOHN ELSEA
 GA0215'FARMHOUSE, 24 YARDS EAST OF A TWO-FORKED SYCAMORE TREE, 17.6 FEET
 GA0215'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 15.7 FEET EAST OF A
 GA0215'CEDAR TREE, 1 FEET NORTH OF A FENCE LINE, AND 2 FEET HIGHER THAN
 GA0215'THE ROAD AND 1 FOOT SOUTH OF STEEL WITNESS POST.  A STANDARD
 GA0215'DISK, STAMPED K 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0195 ***********************************************************************
 GA0195  DESIGNATION -  K 102
 GA0195  PID         -  GA0195
 GA0195  STATE/COUNTY-  TN/SULLIVAN
 GA0195  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0195
 GA0195                         *CURRENT SURVEY CONTROL
 GA0195  ___________________________________________________________________
 GA0195* NAD 83(1986)-  36 33 12.     (N)    082 06 32.     (W)     SCALED    
 GA0195* NAVD 88     -       522.924  (meters)    1715.63   (feet)  ADJUSTED  
 GA0195  ___________________________________________________________________
 GA0195  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0195  DYNAMIC HT  -         522.447 (meters)    1714.06  (feet)  COMP
 GA0195  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA0195
 GA0195  VERT ORDER  -  SECOND    CLASS 0
 GA0195
 GA0195.The horizontal coordinates were scaled from a topographic map and have
 GA0195.an estimated accuracy of +/- 6 seconds.
 GA0195
 GA0195.The orthometric height was determined by differential leveling
 GA0195.and adjusted by the National Geodetic Survey in June 1991..
 GA0195
 GA0195.The geoid height was determined by GEOID03.
 GA0195
 GA0195.The dynamic height is computed by dividing the NAVD 88
 GA0195.geopotential number by the normal gravity value computed on the
 GA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0195.degrees latitude (g = 980.6199 gals.).
 GA0195
 GA0195.The modeled gravity was interpolated from observed gravity values.
 GA0195
 GA0195;                    North         East    Units  Estimated Accuracy
 GA0195;SPC TN       -   253,240.      948,290.      MT  (+/- 180 meters Scaled)
 GA0195
 GA0195                          SUPERSEDED SURVEY CONTROL
 GA0195
 GA0195  NGVD 29 (??/??/92)  523.049  (m)         1716.04   (f) ADJ UNCH    2 0
 GA0195
 GA0195.Superseded values are not recommended for survey control.
 GA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0195.See file dsdata.txt to determine how the superseded data were derived.
 GA0195
 GA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA007458(NAD 83)
 GA0195_MARKER: DB = BENCH MARK DISK
 GA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0195_STAMPING: K 102 1935
 GA0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0195+STABILITY: SURFACE MOTION
 GA0195
 GA0195  HISTORY     - Date     Condition        Report By
 GA0195  HISTORY     - 1935     MONUMENTED       CGS
 GA0195  HISTORY     - 1951     GOOD             TVA
 GA0195
 GA0195                          STATION DESCRIPTION
 GA0195
 GA0195'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1951
 GA0195'0.3 MI NW FROM VINEGAR HILL.
 GA0195'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM VINEGAR HILL,
 GA0195'SULLIVAN COUNTY, 2.6 MILES SOUTHWEST OF THE POST OFFICE AT
 GA0195'HOLSTON VALLEY, AT THE JUNCTION OF A ROAD LEADING TO VIRGINIA
 GA0195'INTERMONT CAMP, 24 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0195'17.6 FEET SOUTHEAST OF THE CENTERLINE OF THE SIDE ROAD, ON THE K.M.
 GA0195'HARROP PROPERTY, 18 INCHES WEST OF A FENCE LINE, AND 6 INCHES
 GA0195'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K 102 1935 AND SET
 GA0195'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0186 ***********************************************************************
 GA0186  DESIGNATION -  K 103
 GA0186  PID         -  GA0186
 GA0186  STATE/COUNTY-  TN/SULLIVAN
 GA0186  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0186
 GA0186                         *CURRENT SURVEY CONTROL
 GA0186  ___________________________________________________________________
 GA0186* NAD 83(1986)-  36 31 51.     (N)    082 03 38.     (W)     SCALED    
 GA0186* NAVD 88     -       468.306  (meters)    1536.43   (feet)  ADJUSTED  
 GA0186  ___________________________________________________________________
 GA0186  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0186  DYNAMIC HT  -         467.869 (meters)    1535.00  (feet)  COMP
 GA0186  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 GA0186
 GA0186  VERT ORDER  -  SECOND    CLASS 0
 GA0186
 GA0186.The horizontal coordinates were scaled from a topographic map and have
 GA0186.an estimated accuracy of +/- 6 seconds.
 GA0186
 GA0186.The orthometric height was determined by differential leveling
 GA0186.and adjusted by the National Geodetic Survey in June 1991..
 GA0186
 GA0186.The geoid height was determined by GEOID03.
 GA0186
 GA0186.The dynamic height is computed by dividing the NAVD 88
 GA0186.geopotential number by the normal gravity value computed on the
 GA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0186.degrees latitude (g = 980.6199 gals.).
 GA0186
 GA0186.The modeled gravity was interpolated from observed gravity values.
 GA0186
 GA0186;                    North         East    Units  Estimated Accuracy
 GA0186;SPC TN       -   250,920.      952,710.      MT  (+/- 180 meters Scaled)
 GA0186
 GA0186                          SUPERSEDED SURVEY CONTROL
 GA0186
 GA0186  NGVD 29 (??/??/92)  468.420  (m)         1536.81   (f) ADJ UNCH    2 0
 GA0186
 GA0186.Superseded values are not recommended for survey control.
 GA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0186.See file dsdata.txt to determine how the superseded data were derived.
 GA0186
 GA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA050433(NAD 83)
 GA0186_MARKER: DB = BENCH MARK DISK
 GA0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0186_STAMPING: K 103 1935
 GA0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0186+STABILITY: SURFACE MOTION
 GA0186
 GA0186  HISTORY     - Date     Condition        Report By
 GA0186  HISTORY     - 1935     MONUMENTED       CGS
 GA0186
 GA0186                          STATION DESCRIPTION
 GA0186
 GA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0186'1.8 MI NE FROM BIG CREEK.
 GA0186'1.8 MILES NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 GA0186'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, NEAR A CROSSROADS,
 GA0186'AT THE J.M. PETERS RESIDENCE, 32.4 FEET NORTH OF THE CENTERLINE
 GA0186'OF THE ROAD, 3.8 FEET EAST OF A GATE POST, 1.3 FEET SOUTH OF A
 GA0186'PICKET FENCE, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0186'STAMPED K 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0986 ***********************************************************************
 FZ0986  DESIGNATION -  K 104
 FZ0986  PID         -  FZ0986
 FZ0986  STATE/COUNTY-  TN/JOHNSON
 FZ0986  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0986
 FZ0986                         *CURRENT SURVEY CONTROL
 FZ0986  ___________________________________________________________________
 FZ0986* NAD 83(1986)-  36 24 48.     (N)    081 50 19.     (W)     SCALED    
 FZ0986* NAVD 88     -       675.004  (meters)    2214.58   (feet)  ADJUSTED  
 FZ0986  ___________________________________________________________________
 FZ0986  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ0986  DYNAMIC HT  -         674.323 (meters)    2212.34  (feet)  COMP
 FZ0986  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 FZ0986
 FZ0986  VERT ORDER  -  SECOND    CLASS 0
 FZ0986
 FZ0986.The horizontal coordinates were scaled from a topographic map and have
 FZ0986.an estimated accuracy of +/- 6 seconds.
 FZ0986
 FZ0986.The orthometric height was determined by differential leveling
 FZ0986.and adjusted by the National Geodetic Survey in June 1991..
 FZ0986
 FZ0986.The geoid height was determined by GEOID03.
 FZ0986
 FZ0986.The dynamic height is computed by dividing the NAVD 88
 FZ0986.geopotential number by the normal gravity value computed on the
 FZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0986.degrees latitude (g = 980.6199 gals.).
 FZ0986
 FZ0986.The modeled gravity was interpolated from observed gravity values.
 FZ0986
 FZ0986;                    North         East    Units  Estimated Accuracy
 FZ0986;SPC TN       -   238,710.      973,130.      MT  (+/- 180 meters Scaled)
 FZ0986
 FZ0986                          SUPERSEDED SURVEY CONTROL
 FZ0986
 FZ0986  NGVD 29 (??/??/92)  675.074  (m)         2214.81   (f) ADJ UNCH    2 0
 FZ0986
 FZ0986.Superseded values are not recommended for survey control.
 FZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0986.See file dsdata.txt to determine how the superseded data were derived.
 FZ0986
 FZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA248301(NAD 83)
 FZ0986_MARKER: DB = BENCH MARK DISK
 FZ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0986_STAMPING: K 104 1935
 FZ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0986+STABILITY: SURFACE MOTION
 FZ0986
 FZ0986  HISTORY     - Date     Condition        Report By
 FZ0986  HISTORY     - 1935     MONUMENTED       CGS
 FZ0986
 FZ0986                          STATION DESCRIPTION
 FZ0986
 FZ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0986'AT MAYMEAD.
 FZ0986'AT MAYMEAD, JOHNSON COUNTY, 0.3 MILE SOUTHWEST ALONG THE
 FZ0986'SOUTHERN RAILWAY FROM THE STATION, AT DIRT-ROAD CROSSING, 35
 FZ0986'YARDS WEST OF THE ENTRANCE TO PLEASANT GROVE CHURCH, 52 FEET
 FZ0986'SOUTH OF THE CENTERLINE OF THE ROAD, 33 FEET SOUTHEAST OF THE
 FZ0986'SOUTHEAST RAIL, 2.8 FEET NORTHWEST OF A FENCE LINE, AND 2-1/2
 FZ0986'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 104 1935
 FZ0986'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0604 ***********************************************************************
 GA0604  DESIGNATION -  K 105
 GA0604  PID         -  GA0604
 GA0604  STATE/COUNTY-  TN/UNICOI
 GA0604  USGS QUAD   -  UNICOI (1978)
 GA0604
 GA0604                         *CURRENT SURVEY CONTROL
 GA0604  ___________________________________________________________________
 GA0604* NAD 83(1986)-  36 11 46.     (N)    082 21 02.     (W)     SCALED    
 GA0604* NAVD 88     -       589.390  (meters)    1933.69   (feet)  ADJUSTED  
 GA0604  ___________________________________________________________________
 GA0604  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0604  DYNAMIC HT  -         588.811 (meters)    1931.79  (feet)  COMP
 GA0604  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 GA0604
 GA0604  VERT ORDER  -  SECOND    CLASS 0
 GA0604
 GA0604.The horizontal coordinates were scaled from a topographic map and have
 GA0604.an estimated accuracy of +/- 6 seconds.
 GA0604
 GA0604.The orthometric height was determined by differential leveling
 GA0604.and adjusted by the National Geodetic Survey in June 1991..
 GA0604
 GA0604.The geoid height was determined by GEOID03.
 GA0604
 GA0604.The dynamic height is computed by dividing the NAVD 88
 GA0604.geopotential number by the normal gravity value computed on the
 GA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0604.degrees latitude (g = 980.6199 gals.).
 GA0604
 GA0604.The modeled gravity was interpolated from observed gravity values.
 GA0604
 GA0604;                    North         East    Units  Estimated Accuracy
 GA0604;SPC TN       -   212,790.      928,140.      MT  (+/- 180 meters Scaled)
 GA0604
 GA0604                          SUPERSEDED SURVEY CONTROL
 GA0604
 GA0604  NGVD 29 (??/??/92)  589.501  (m)         1934.05   (f) ADJ UNCH    2 0
 GA0604
 GA0604.Superseded values are not recommended for survey control.
 GA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0604.See file dsdata.txt to determine how the superseded data were derived.
 GA0604
 GA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785065(NAD 83)
 GA0604_MARKER: DB = BENCH MARK DISK
 GA0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0604_STAMPING: K 105 1935
 GA0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0604+STABILITY: SURFACE MOTION
 GA0604
 GA0604  HISTORY     - Date     Condition        Report By
 GA0604  HISTORY     - 1935     MONUMENTED       CGS
 GA0604
 GA0604                          STATION DESCRIPTION
 GA0604
 GA0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0604'AT UNICOI.
 GA0604'AT UNICOI, UNICOI COUNTY, ON THE CLINCHFIELD RAILROAD, AT A
 GA0604'ROAD CROSSING, 13 FEET EAST OF THE EAST RAIL, 25 FEET SOUTH OF
 GA0604'THE CENTERLINE OF THE ROAD, AND 1 FOOT LOWER THAN THE TRACK.  A
 GA0604'STANDARD DISK, STAMPED K 105 1935 AND SET IN THE TOP OF A CONCRETE
 GA0604'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0606 ***********************************************************************
 GA0606  DESIGNATION -  K 105 X
 GA0606  PID         -  GA0606
 GA0606  STATE/COUNTY-  TN/UNICOI
 GA0606  USGS QUAD   -  UNICOI (1978)
 GA0606
 GA0606                         *CURRENT SURVEY CONTROL
 GA0606  ___________________________________________________________________
 GA0606* NAD 83(1986)-  36 11 43.     (N)    082 20 55.     (W)     SCALED    
 GA0606* NAVD 88     -       588.018  (meters)    1929.19   (feet)  ADJUSTED  
 GA0606  ___________________________________________________________________
 GA0606  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0606  DYNAMIC HT  -         587.438 (meters)    1927.29  (feet)  COMP
 GA0606  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 GA0606
 GA0606  VERT ORDER  -  SECOND    CLASS 0
 GA0606
 GA0606.The horizontal coordinates were scaled from a topographic map and have
 GA0606.an estimated accuracy of +/- 6 seconds.
 GA0606
 GA0606.The orthometric height was determined by differential leveling
 GA0606.and adjusted by the National Geodetic Survey in June 1991..
 GA0606
 GA0606.The geoid height was determined by GEOID03.
 GA0606
 GA0606.The dynamic height is computed by dividing the NAVD 88
 GA0606.geopotential number by the normal gravity value computed on the
 GA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0606.degrees latitude (g = 980.6199 gals.).
 GA0606
 GA0606.The modeled gravity was interpolated from observed gravity values.
 GA0606
 GA0606;                    North         East    Units  Estimated Accuracy
 GA0606;SPC TN       -   212,710.      928,320.      MT  (+/- 180 meters Scaled)
 GA0606
 GA0606                          SUPERSEDED SURVEY CONTROL
 GA0606
 GA0606  NGVD 29 (??/??/92)  588.127  (m)         1929.55   (f) ADJ UNCH    2 0
 GA0606
 GA0606.Superseded values are not recommended for survey control.
 GA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0606.See file dsdata.txt to determine how the superseded data were derived.
 GA0606
 GA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA787064(NAD 83)
 GA0606_MARKER: DB = BENCH MARK DISK
 GA0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0606_STAMPING: K 105 X 1935
 GA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0606+STABILITY: SURFACE MOTION
 GA0606
 GA0606  HISTORY     - Date     Condition        Report By
 GA0606  HISTORY     - 1935     MONUMENTED       CGS
 GA0606
 GA0606                          STATION DESCRIPTION
 GA0606
 GA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0606'AT UNICOI.
 GA0606'AT UNICOI, UNICOI COUNTY, ON U.S. HIGHWAY 19W, AT THE SOUTHWEST
 GA0606'ANGLE OF A TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 23
 GA0606'AND 19W AND GRAVEL ROADS, 18 YARDS WEST OF THE APEX OF THE TRIANGLE,
 GA0606'32 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD LEADING
 GA0606'NORTH, 29 FEET NORTH OF THE EAST-WEST GRAVEL ROAD, AND LEVEL WITH
 GA0606'THE ROAD.  A STANDARD DISK, STAMPED K 105 X 1935 AND SET IN THE
 GA0606'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0787 ***********************************************************************
 GA0787  DESIGNATION -  K 106
 GA0787  PID         -  GA0787
 GA0787  STATE/COUNTY-  TN/GREENE
 GA0787  USGS QUAD   -  MC CLOUD (1961)
 GA0787
 GA0787                         *CURRENT SURVEY CONTROL
 GA0787  ___________________________________________________________________
 GA0787* NAD 83(1986)-  36 16 09.     (N)    082 55 10.     (W)     SCALED    
 GA0787* NAVD 88     -       353.711  (meters)    1160.47   (feet)  ADJUSTED  
 GA0787  ___________________________________________________________________
 GA0787  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0787  DYNAMIC HT  -         353.384 (meters)    1159.39  (feet)  COMP
 GA0787  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA0787
 GA0787  VERT ORDER  -  SECOND    CLASS 0
 GA0787
 GA0787.The horizontal coordinates were scaled from a topographic map and have
 GA0787.an estimated accuracy of +/- 6 seconds.
 GA0787
 GA0787.The orthometric height was determined by differential leveling
 GA0787.and adjusted by the National Geodetic Survey in June 1991..
 GA0787
 GA0787.The geoid height was determined by GEOID03.
 GA0787
 GA0787.The dynamic height is computed by dividing the NAVD 88
 GA0787.geopotential number by the normal gravity value computed on the
 GA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0787.degrees latitude (g = 980.6199 gals.).
 GA0787
 GA0787.The modeled gravity was interpolated from observed gravity values.
 GA0787
 GA0787;                    North         East    Units  Estimated Accuracy
 GA0787;SPC TN       -   219,140.      876,760.      MT  (+/- 180 meters Scaled)
 GA0787
 GA0787                          SUPERSEDED SURVEY CONTROL
 GA0787
 GA0787  NGVD 29 (??/??/92)  353.855  (m)         1160.94   (f) ADJ UNCH    2 0
 GA0787
 GA0787.Superseded values are not recommended for survey control.
 GA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0787.See file dsdata.txt to determine how the superseded data were derived.
 GA0787
 GA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA275155(NAD 83)
 GA0787_MARKER: DB = BENCH MARK DISK
 GA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0787_STAMPING: K 106 1935
 GA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0787+STABILITY: SURFACE MOTION
 GA0787
 GA0787  HISTORY     - Date     Condition        Report By
 GA0787  HISTORY     - 1935     MONUMENTED       CGS
 GA0787  HISTORY     - 1961     GOOD             NGS
 GA0787
 GA0787                          STATION DESCRIPTION
 GA0787
 GA0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0787'1.8 MI S FROM ROMEO.
 GA0787'1.8 MILES SE ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF THE
 GA0787'BAILEYTON ROAD AT ROMEO, GREENE COUNTY, AT THE GEORGE MC NEESE
 GA0787'RESIDENCE, 50 FEET SW OF THE SW CORNER OF THE HOUSE, 21 FEET
 GA0787'NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF A SW
 GA0787'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0787'STAMPED K 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0839 ***********************************************************************
 GA0839  DESIGNATION -  K 107
 GA0839  PID         -  GA0839
 GA0839  STATE/COUNTY-  TN/HAWKINS
 GA0839  USGS QUAD   -  STONY POINT (1971)
 GA0839
 GA0839                         *CURRENT SURVEY CONTROL
 GA0839  ___________________________________________________________________
 GA0839* NAD 83(1986)-  36 24 14.     (N)    082 46 44.     (W)     SCALED    
 GA0839* NAVD 88     -       386.416  (meters)    1267.77   (feet)  ADJUSTED  
 GA0839  ___________________________________________________________________
 GA0839  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0839  DYNAMIC HT  -         386.062 (meters)    1266.61  (feet)  COMP
 GA0839  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 GA0839
 GA0839  VERT ORDER  -  SECOND    CLASS 0
 GA0839
 GA0839.The horizontal coordinates were scaled from a topographic map and have
 GA0839.an estimated accuracy of +/- 6 seconds.
 GA0839
 GA0839.The orthometric height was determined by differential leveling
 GA0839.and adjusted by the National Geodetic Survey in June 1991..
 GA0839
 GA0839.The geoid height was determined by GEOID03.
 GA0839
 GA0839.The dynamic height is computed by dividing the NAVD 88
 GA0839.geopotential number by the normal gravity value computed on the
 GA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0839.degrees latitude (g = 980.6199 gals.).
 GA0839
 GA0839.The modeled gravity was interpolated from observed gravity values.
 GA0839
 GA0839;                    North         East    Units  Estimated Accuracy
 GA0839;SPC TN       -   234,490.      888,890.      MT  (+/- 180 meters Scaled)
 GA0839
 GA0839                          SUPERSEDED SURVEY CONTROL
 GA0839
 GA0839  NGVD 29 (??/??/92)  386.561  (m)         1268.24   (f) ADJ UNCH    2 0
 GA0839
 GA0839.Superseded values are not recommended for survey control.
 GA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0839.See file dsdata.txt to determine how the superseded data were derived.
 GA0839
 GA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA404302(NAD 83)
 GA0839_MARKER: DB = BENCH MARK DISK
 GA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0839_STAMPING: K 107 1935
 GA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0839+STABILITY: SURFACE MOTION
 GA0839
 GA0839  HISTORY     - Date     Condition        Report By
 GA0839  HISTORY     - 1935     MONUMENTED       CGS
 GA0839
 GA0839                          STATION DESCRIPTION
 GA0839
 GA0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0839'2.4 MI E FROM VAN HILL.
 GA0839'2.4 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0839'AT VAN HILL, HAWKINS COUNTY, AT THE O.K. BALL RESIDENCE, 17 FEET
 GA0839'NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A GATE,
 GA0839'IN THE FRONT YARD 2 FEET NORTH OF A FENCE LINE, AND 1 FOOT
 GA0839'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K 107 1935 AND
 GA0839'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0543 ***********************************************************************
 GA0543  DESIGNATION -  K 108
 GA0543  PID         -  GA0543
 GA0543  STATE/COUNTY-  TN/WASHINGTON
 GA0543  USGS QUAD   -  BOONE DAM (1968)
 GA0543
 GA0543                         *CURRENT SURVEY CONTROL
 GA0543  ___________________________________________________________________
 GA0543* NAD 83(1986)-  36 22 54.     (N)    082 29 13.     (W)     SCALED    
 GA0543* NAVD 88     -       501.898  (meters)    1646.64   (feet)  ADJUSTED  
 GA0543  ___________________________________________________________________
 GA0543  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0543  DYNAMIC HT  -         501.425 (meters)    1645.09  (feet)  COMP
 GA0543  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 GA0543
 GA0543  VERT ORDER  -  SECOND    CLASS 0
 GA0543
 GA0543.The horizontal coordinates were scaled from a topographic map and have
 GA0543.an estimated accuracy of +/- 6 seconds.
 GA0543
 GA0543.The orthometric height was determined by differential leveling
 GA0543.and adjusted by the National Geodetic Survey in June 1991..
 GA0543
 GA0543.The geoid height was determined by GEOID03.
 GA0543
 GA0543.The dynamic height is computed by dividing the NAVD 88
 GA0543.geopotential number by the normal gravity value computed on the
 GA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0543.degrees latitude (g = 980.6199 gals.).
 GA0543
 GA0543.The modeled gravity was interpolated from observed gravity values.
 GA0543
 GA0543;                    North         East    Units  Estimated Accuracy
 GA0543;SPC TN       -   232,920.      915,150.      MT  (+/- 180 meters Scaled)
 GA0543
 GA0543                          SUPERSEDED SURVEY CONTROL
 GA0543
 GA0543  NGVD 29 (??/??/92)  502.040  (m)         1647.11   (f) ADJ UNCH    2 0
 GA0543
 GA0543.Superseded values are not recommended for survey control.
 GA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0543.See file dsdata.txt to determine how the superseded data were derived.
 GA0543
 GA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA666273(NAD 83)
 GA0543_MARKER: DB = BENCH MARK DISK
 GA0543_SETTING: 66 = SET IN ROCK OUTCROP
 GA0543_SP_SET: SET IN ROCK OUTCROP
 GA0543_STAMPING: K 108 1935
 GA0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0543+STABILITY: POSITION/ELEVATION WELL
 GA0543
 GA0543  HISTORY     - Date     Condition        Report By
 GA0543  HISTORY     - 1935     MONUMENTED       CGS
 GA0543
 GA0543                          STATION DESCRIPTION
 GA0543
 GA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0543'4.8 MI W FROM BOONE.
 GA0543'4.8 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM THE
 GA0543'CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE, WASHINGTON
 GA0543'COUNTY, AT THE TOP OF A HILL, 25 FEET WEST OF THE CENTERLINE OF
 GA0543'THE HIGHWAY, 37 FEET SOUTHEAST OF A POLE, 6 FEET WEST OF A
 GA0543'WIRE FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 GA0543'STAMPED K 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0503 ***********************************************************************
 GA0503  DESIGNATION -  K 109
 GA0503  PID         -  GA0503
 GA0503  STATE/COUNTY-  TN/SULLIVAN
 GA0503  USGS QUAD   -  BLUFF CITY (1968)
 GA0503
 GA0503                         *CURRENT SURVEY CONTROL
 GA0503  ___________________________________________________________________
 GA0503* NAD 83(1986)-  36 28 59.     (N)    082 15 46.     (W)     SCALED    
 GA0503* NAVD 88     -       452.289  (meters)    1483.88   (feet)  ADJUSTED  
 GA0503  ___________________________________________________________________
 GA0503  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0503  DYNAMIC HT  -         451.873 (meters)    1482.52  (feet)  COMP
 GA0503  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 GA0503
 GA0503  VERT ORDER  -  SECOND    CLASS 0
 GA0503
 GA0503.The horizontal coordinates were scaled from a topographic map and have
 GA0503.an estimated accuracy of +/- 6 seconds.
 GA0503
 GA0503.The orthometric height was determined by differential leveling
 GA0503.and adjusted by the National Geodetic Survey in June 1991..
 GA0503
 GA0503.The geoid height was determined by GEOID03.
 GA0503
 GA0503.The dynamic height is computed by dividing the NAVD 88
 GA0503.geopotential number by the normal gravity value computed on the
 GA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0503.degrees latitude (g = 980.6199 gals.).
 GA0503
 GA0503.The modeled gravity was interpolated from observed gravity values.
 GA0503
 GA0503;                    North         East    Units  Estimated Accuracy
 GA0503;SPC TN       -   244,910.      934,820.      MT  (+/- 180 meters Scaled)
 GA0503
 GA0503                          SUPERSEDED SURVEY CONTROL
 GA0503
 GA0503  NGVD 29 (??/??/92)  452.444  (m)         1484.39   (f) ADJ UNCH    2 0
 GA0503
 GA0503.Superseded values are not recommended for survey control.
 GA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0503.See file dsdata.txt to determine how the superseded data were derived.
 GA0503
 GA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA868382(NAD 83)
 GA0503_MARKER: DB = BENCH MARK DISK
 GA0503_SETTING: 66 = SET IN ROCK OUTCROP
 GA0503_SP_SET: SET IN ROCK OUTCROP
 GA0503_STAMPING: K 109 1935
 GA0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0503+STABILITY: POSITION/ELEVATION WELL
 GA0503
 GA0503  HISTORY     - Date     Condition        Report By
 GA0503  HISTORY     - 1935     MONUMENTED       CGS
 GA0503  HISTORY     - 1960     GOOD             TVA
 GA0503
 GA0503                          STATION DESCRIPTION
 GA0503
 GA0503'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0503'0.6 MI E FROM BLUFF CITY.
 GA0503'0.6 MILE EAST ALONG U.S. HIGHWAY 11-E FROM THE SOUTHERN RAILWAY
 GA0503'STATION AT BLUFF CITY, SULLIVAN COUNTY, 22 FEET WEST OF THE
 GA0503'CENTERLINE OF U.S. HIGHWAY 11-E, 238 FEET SOUTH OF THE E.S.
 GA0503'KING RESIDENCE, 85 YARDS NORTH OF THE J.T. HARKLEROAD RESIDENCE,
 GA0503'26.5 FEET SOUTH OF A POWERLINE POLE 150, 18.2 FEET WEST OF THE
 GA0503'WEST EDGE OF THE PAVEMENT, IN THE TOP OF A ROCK OUTCROP, 2 FEET
 GA0503'HIGHER THAN THE HIGHWAY, AND 2 FEET EAST OF A STEEL WITNESS POST.
 GA0503'A STANDARD DISK, STAMPED K 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1658 ***********************************************************************
 FB1658  DESIGNATION -  K 11
 FB1658  PID         -  FB1658
 FB1658  STATE/COUNTY-  TN/BLOUNT
 FB1658  USGS QUAD   -  TAPOCO (1978)
 FB1658
 FB1658                         *CURRENT SURVEY CONTROL
 FB1658  ___________________________________________________________________
 FB1658* NAD 83(1986)-  35 28 35.     (N)    083 55 09.     (W)     SCALED    
 FB1658* NAVD 88     -       567.420  (meters)    1861.61   (feet)  ADJUSTED  
 FB1658  ___________________________________________________________________
 FB1658  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FB1658  DYNAMIC HT  -         566.866 (meters)    1859.79  (feet)  COMP
 FB1658  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 FB1658
 FB1658  VERT ORDER  -  FIRST     CLASS II
 FB1658
 FB1658.The horizontal coordinates were scaled from a topographic map and have
 FB1658.an estimated accuracy of +/- 6 seconds.
 FB1658
 FB1658.The orthometric height was determined by differential leveling
 FB1658.and adjusted by the National Geodetic Survey in June 1991..
 FB1658
 FB1658.The geoid height was determined by GEOID03.
 FB1658
 FB1658.The dynamic height is computed by dividing the NAVD 88
 FB1658.geopotential number by the normal gravity value computed on the
 FB1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1658.degrees latitude (g = 980.6199 gals.).
 FB1658
 FB1658.The modeled gravity was interpolated from observed gravity values.
 FB1658
 FB1658;                    North         East    Units  Estimated Accuracy
 FB1658;SPC TN       -   128,830.      788,830.      MT  (+/- 180 meters Scaled)
 FB1658
 FB1658                          SUPERSEDED SURVEY CONTROL
 FB1658
 FB1658  NGVD 29 (12/12/91)  567.529  (m)         1861.97   (f) ADJUSTED    1 2
 FB1658
 FB1658.Superseded values are not recommended for survey control.
 FB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1658.See file dsdata.txt to determine how the superseded data were derived.
 FB1658
 FB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV351297(NAD 83)
 FB1658_MARKER: DB = BENCH MARK DISK
 FB1658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB1658_SP_SET: CULVERT HEADWALL
 FB1658_STAMPING: K 11 1932
 FB1658_MARK LOGO: CGS   
 FB1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1658+STABILITY: SURFACE MOTION
 FB1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1658+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 FB1658
 FB1658  HISTORY     - Date     Condition        Report By
 FB1658  HISTORY     - 1932     MONUMENTED       CGS
 FB1658  HISTORY     - 1952     GOOD             NGS
 FB1658  HISTORY     - 1978     MARK NOT FOUND   NCDOT
 FB1658  HISTORY     - 1983     GOOD             NGS
 FB1658  HISTORY     - 20000621 GOOD             NCGS
 FB1658
 FB1658                          STATION DESCRIPTION
 FB1658
 FB1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FB1658'11 MI SE FROM CALDERWOOD.
 FB1658'11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN
 FB1658'RAILWAY STATION AT CALDERWOOD, BLOUNT COUNTY, 0.3 MILE WEST
 FB1658'OF THE TENNESSEE-NORTH CAROLINA STATE LINE, IN THE HEADWALL
 FB1658'OF A CONCRETE CULVERT, 23 FEET NORTH OF THE CENTERLINE OF THE
 FB1658'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  NOTE-- ABOUT
 FB1658'150 FEET NORTHWEST OF THE POINT WHERE A TELEPHONE LINE CROSSES
 FB1658'THE HIGHWAY, AND 25 FEET EAST OF THE ENTRANCE TO A SMALL CAMP AREA.
 FB1658
 FB1658                          STATION RECOVERY (1978)
 FB1658
 FB1658'RECOVERY NOTE BY 
NC DOT 1978
 FB1658'ROAD HAS BEEN MOVED, ALL REFERENCES EXCEPT THE IRON STAKE ARE
 FB1658'MISSING.
 FB1658
 FB1658                          STATION RECOVERY (1983)
 FB1658
 FB1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1658'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.7 KM (1.05 MI)
 FB1658'NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF STATE HIGHWAY 28
 FB1658'IN DEALS GAP, NC, TO THE MARK ON RIGHT, 0.55 KM (0.35 MI) NORTHEAST OF
 FB1658'THE NORTH CAROLINA STATE LINE, 7.92 METERS (26.0 FT) NORTHEAST OF THE
 FB1658'CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT) SOUTHEAST OF THE
 FB1658'NORTHWEST END OF THE HEADWALL.
 FB1658'THE MARK IS 0.24 METERS  SE FROM A WITNESS POST.
 FB1658'THE MARK IS 0.91 M BELOW HIGHWAY.
 FB1658
 FB1658                          STATION RECOVERY (2000)
 FB1658
 FB1658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB1658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1025 ***********************************************************************
 FZ1025  DESIGNATION -  K 111
 FZ1025  PID         -  FZ1025
 FZ1025  STATE/COUNTY-  TN/JOHNSON
 FZ1025  USGS QUAD   -  ELK MILLS (1994)
 FZ1025
 FZ1025                         *CURRENT SURVEY CONTROL
 FZ1025  ___________________________________________________________________
 FZ1025* NAD 83(1986)-  36 17 49.     (N)    081 57 15.     (W)     SCALED    
 FZ1025* NAVD 88     -       637.86   (+/-2cm)    2092.7    (feet)  VERTCON   
 FZ1025  ___________________________________________________________________
 FZ1025  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ1025
 FZ1025  VERT ORDER  -  ? (See Below)
 FZ1025
 FZ1025.The horizontal coordinates were scaled from a topographic map and have
 FZ1025.an estimated accuracy of +/- 6 seconds.
 FZ1025
 FZ1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1025.The vertical order pertains to the NGVD 29 superseded value.
 FZ1025
 FZ1025.The geoid height was determined by GEOID03.
 FZ1025
 FZ1025;                    North         East    Units  Estimated Accuracy
 FZ1025;SPC TN       -   225,370.      963,300.      MT  (+/- 180 meters Scaled)
 FZ1025
 FZ1025                          SUPERSEDED SURVEY CONTROL
 FZ1025
 FZ1025  NGVD 29 (??/??/92)  637.971  (m)         2093.08   (f) ADJ UNCH    ?  
 FZ1025
 FZ1025.Superseded values are not recommended for survey control.
 FZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1025.See file dsdata.txt to determine how the superseded data were derived.
 FZ1025
 FZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA143173(NAD 83)
 FZ1025_MARKER: DB = BENCH MARK DISK
 FZ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1025_STAMPING: K 111 1935
 FZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1025+STABILITY: SURFACE MOTION
 FZ1025
 FZ1025  HISTORY     - Date     Condition        Report By
 FZ1025  HISTORY     - 1935     MONUMENTED       CGS
 FZ1025
 FZ1025                          STATION DESCRIPTION
 FZ1025
 FZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1025'1.3 MI SE FROM DUGGER BRIDGE.
 FZ1025'1.3 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1025'DUGGER BRIDGE, JOHNSON COUNTY, ON THE TOM MOODY PROPERTY, 550
 FZ1025'FEET SOUTHWEST OF TWO BARNS ON OPPOSITE SIDES OF THE ROAD NEAR
 FZ1025'A ONE-STORY FARMHOUSE, ON THE EAST SIDE OF THE COUNTY ROAD,
 FZ1025'IN A FIELD, 62.4 FEET WEST OF A 24-INCH TWIN WILLOW TREE ON
 FZ1025'THE LEFT BANK OF GREGG BRANCH, 60 FEET NORTHWEST OF A 30-INCH
 FZ1025'PINE TREE ON THE RIGHT BANK OF THE CREEK, 54.1 FEET SOUTHWEST
 FZ1025'OF A FENCE CORNER, AND 30 FEET NORTH OF A 3-INCH CEDAR TREE.
 FZ1025'A STANDARD DISK, STAMPED K 111 1935 AND SET IN THE TOP OF A
 FZ1025'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0665 ***********************************************************************
 GA0665  DESIGNATION -  K 112
 GA0665  PID         -  GA0665
 GA0665  STATE/COUNTY-  TN/UNICOI
 GA0665  USGS QUAD   -  CHESTOA (1978)
 GA0665
 GA0665                         *CURRENT SURVEY CONTROL
 GA0665  ___________________________________________________________________
 GA0665* NAD 83(1986)-  36 02 15.     (N)    082 26 29.     (W)     SCALED    
 GA0665* NAVD 88     -       913.16   (+/-2cm)    2995.9    (feet)  VERTCON   
 GA0665  ___________________________________________________________________
 GA0665  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA0665
 GA0665  VERT ORDER  -  ? (See Below)
 GA0665
 GA0665.The horizontal coordinates were scaled from a topographic map and have
 GA0665.an estimated accuracy of +/- 6 seconds.
 GA0665
 GA0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0665.The vertical order pertains to the NGVD 29 superseded value.
 GA0665
 GA0665.The geoid height was determined by GEOID03.
 GA0665
 GA0665;                    North         East    Units  Estimated Accuracy
 GA0665;SPC TN       -   194,910.      920,620.      MT  (+/- 180 meters Scaled)
 GA0665
 GA0665                          SUPERSEDED SURVEY CONTROL
 GA0665
 GA0665  NGVD 29 (??/??/92)  913.244  (m)         2996.20   (f) ADJ UNCH    ?  
 GA0665
 GA0665.Superseded values are not recommended for survey control.
 GA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0665.See file dsdata.txt to determine how the superseded data were derived.
 GA0665
 GA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV701890(NAD 83)
 GA0665_MARKER: DB = BENCH MARK DISK
 GA0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0665_STAMPING: K 112 1935
 GA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0665+STABILITY: SURFACE MOTION
 GA0665
 GA0665  HISTORY     - Date     Condition        Report By
 GA0665  HISTORY     - 1935     MONUMENTED       CGS
 GA0665  HISTORY     - 1938     GOOD             TVA
 GA0665
 GA0665                          STATION DESCRIPTION
 GA0665
 GA0665'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0665'6.2 MI SE FROM ERNESTVILLE.
 GA0665'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0665'UNICOI COUNTY, ON THE PROPERTY OF THE CHEROKEE NATIONAL FOREST,
 GA0665'500 FEET SOUTHEAST OF A GROUP OF HOUSES, 225 FEET NORTHWEST
 GA0665'OF THE TENNESSEE-NORTH CAROLINA STATE LINE, 150 FEET NORTH OF A
 GA0665'FOREST SIGN, 130 FEET NORTHEAST OF SPIVEY CREEK, AT A PIPE
 GA0665'CULVERT, 20 FEET NORTHEAST OF THE HIGHWAY, 18.2 FEET NORTH
 GA0665'OF THE EDGE OF THE CONCRETE HEADWALL OF THE CULVERT, AND 12.5
 GA0665'FEET SOUTHWEST OF A 9-INCH PINE TREE.  A STANDARD DISK, STAMPED
 GA0665'K 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0706 ***********************************************************************
 GA0706  DESIGNATION -  K 113
 GA0706  PID         -  GA0706
 GA0706  STATE/COUNTY-  TN/WASHINGTON
 GA0706  USGS QUAD   -  TELFORD (1971)
 GA0706
 GA0706                         *CURRENT SURVEY CONTROL
 GA0706  ___________________________________________________________________
 GA0706* NAD 83(1986)-  36 10 34.     (N)    082 31 04.     (W)     SCALED    
 GA0706* NAVD 88     -       481.489  (meters)    1579.69   (feet)  ADJUSTED  
 GA0706  ___________________________________________________________________
 GA0706  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0706  DYNAMIC HT  -         481.027 (meters)    1578.17  (feet)  COMP
 GA0706  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 GA0706
 GA0706  VERT ORDER  -  SECOND    CLASS 0
 GA0706
 GA0706.The horizontal coordinates were scaled from a topographic map and have
 GA0706.an estimated accuracy of +/- 6 seconds.
 GA0706
 GA0706.The orthometric height was determined by differential leveling
 GA0706.and adjusted by the National Geodetic Survey in June 1991..
 GA0706
 GA0706.The geoid height was determined by GEOID03.
 GA0706
 GA0706.The dynamic height is computed by dividing the NAVD 88
 GA0706.geopotential number by the normal gravity value computed on the
 GA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0706.degrees latitude (g = 980.6199 gals.).
 GA0706
 GA0706.The modeled gravity was interpolated from observed gravity values.
 GA0706
 GA0706;                    North         East    Units  Estimated Accuracy
 GA0706;SPC TN       -   210,030.      913,190.      MT  (+/- 180 meters Scaled)
 GA0706
 GA0706                          SUPERSEDED SURVEY CONTROL
 GA0706
 GA0706  NGVD 29 (??/??/92)  481.639  (m)         1580.18   (f) ADJ UNCH    2 0
 GA0706
 GA0706.Superseded values are not recommended for survey control.
 GA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0706.See file dsdata.txt to determine how the superseded data were derived.
 GA0706
 GA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA635045(NAD 83)
 GA0706_MARKER: DB = BENCH MARK DISK
 GA0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0706_SP_SET: CULVERT
 GA0706_STAMPING: K 113 1935
 GA0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0706
 GA0706  HISTORY     - Date     Condition        Report By
 GA0706  HISTORY     - 1935     MONUMENTED       CGS
 GA0706  HISTORY     - 1955     GOOD             NGS
 GA0706
 GA0706                          STATION DESCRIPTION
 GA0706
 GA0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0706'3 MI N FROM EMBREEVILLE.
 GA0706'3.0 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE,
 GA0706'WASHINGTON COUNTY, THENCE 3.3 MILES SOUTHWEST ALONG STATE
 GA0706'HIGHWAY 107, 0.7 MILE NORTHEAST OF THE JUNCTION OF COUNTY ROAD
 GA0706'502, AT THE TOP OF A HILL, 55 YARDS NORTHEAST OF THE JUNCTION
 GA0706'OF A ROAD LEADING SOUTHEAST, 120 YARDS SOUTHWEST OF AN ABANDONED
 GA0706'SERVICE STATION, 21 YARDS WEST OF THE WEST CORNER OF THE T.D.
 GA0706'JOHNSON BARN, 21 FEET WEST OF A FENCE CORNER, 19 FEET SOUTHEAST
 GA0706'OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE
 GA0706'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, AND LEVEL
 GA0706'WITH THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF STEEL WITNESS
 GA0706'POST.  A STANDARD DISK, STAMPED K 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1924 ***********************************************************************
 GA1924  DESIGNATION -  K 114
 GA1924  PID         -  GA1924
 GA1924  STATE/COUNTY-  TN/GREENE
 GA1924  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1924
 GA1924                         *CURRENT SURVEY CONTROL
 GA1924  ___________________________________________________________________
 GA1924* NAD 83(1986)-  36 03 26.     (N)    083 00 37.     (W)     SCALED    
 GA1924* NAVD 88     -       383.760  (meters)    1259.05   (feet)  ADJUSTED  
 GA1924  ___________________________________________________________________
 GA1924  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1924  DYNAMIC HT  -         383.396 (meters)    1257.86  (feet)  COMP
 GA1924  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 GA1924
 GA1924  VERT ORDER  -  SECOND    CLASS 0
 GA1924
 GA1924.The horizontal coordinates were scaled from a topographic map and have
 GA1924.an estimated accuracy of +/- 6 seconds.
 GA1924
 GA1924.The orthometric height was determined by differential leveling
 GA1924.and adjusted by the National Geodetic Survey in June 1991..
 GA1924
 GA1924.The geoid height was determined by GEOID03.
 GA1924
 GA1924.The dynamic height is computed by dividing the NAVD 88
 GA1924.geopotential number by the normal gravity value computed on the
 GA1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1924.degrees latitude (g = 980.6199 gals.).
 GA1924
 GA1924.The modeled gravity was interpolated from observed gravity values.
 GA1924
 GA1924;                    North         East    Units  Estimated Accuracy
 GA1924;SPC TN       -   195,380.      869,320.      MT  (+/- 180 meters Scaled)
 GA1924
 GA1924                          SUPERSEDED SURVEY CONTROL
 GA1924
 GA1924  NGVD 29 (??/??/92)  383.912  (m)         1259.55   (f) ADJ UNCH    2 0
 GA1924
 GA1924.Superseded values are not recommended for survey control.
 GA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1924.See file dsdata.txt to determine how the superseded data were derived.
 GA1924
 GA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV189921(NAD 83)
 GA1924_MARKER: DB = BENCH MARK DISK
 GA1924_SETTING: 66 = SET IN ROCK OUTCROP
 GA1924_SP_SET: LIMESTONE OUTCROP
 GA1924_STAMPING: K 114 1935
 GA1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1924+STABILITY: POSITION/ELEVATION WELL
 GA1924
 GA1924  HISTORY     - Date     Condition        Report By
 GA1924  HISTORY     - 1935     MONUMENTED       CGS
 GA1924
 GA1924                          STATION DESCRIPTION
 GA1924
 GA1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1924'2 MI NW FROM CANEY BRANCH.
 GA1924'2.05 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1924'OFFICE AT CANEY BRANCH, 0.1 MILE NORTHWEST OF THE A. BELLINGER
 GA1924'RESIDENCE, 30 YARDS NORTHWEST OF A 48-INCH OAK TREE, 20 YARDS
 GA1924'SOUTHEAST OF A FENCE CORNER, 27 FEET SOUTHWEST OF THE CENTERLINE
 GA1924'OF THE HIGHWAY, 9 FEET SOUTHWEST OF A FENCE LINE, AT A LIMESTONE
 GA1924'OUTCROP, IN THE TOP OF THE MIDDLE BOULDER, AND 2 FEET HIGHER
 GA1924'THAN THE ROAD, 13 FEET SOUTHEAST OF POWER POLE 26, AND 11.5 FEET
 GA1924'SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1924'K 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0690 ***********************************************************************
 GA0690  DESIGNATION -  K 115
 GA0690  PID         -  GA0690
 GA0690  STATE/COUNTY-  TN/GREENE
 GA0690  USGS QUAD   -  GREYSTONE (1978)
 GA0690
 GA0690                         *CURRENT SURVEY CONTROL
 GA0690  ___________________________________________________________________
 GA0690* NAD 83(1986)-  36 05 41.     (N)    082 43 49.     (W)     SCALED    
 GA0690* NAVD 88     -       461.906  (meters)    1515.44   (feet)  ADJUSTED  
 GA0690  ___________________________________________________________________
 GA0690  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA0690  DYNAMIC HT  -         461.458 (meters)    1513.97  (feet)  COMP
 GA0690  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 GA0690
 GA0690  VERT ORDER  -  SECOND    CLASS 0
 GA0690
 GA0690.The horizontal coordinates were scaled from a topographic map and have
 GA0690.an estimated accuracy of +/- 6 seconds.
 GA0690
 GA0690.The orthometric height was determined by differential leveling
 GA0690.and adjusted by the National Geodetic Survey in June 1991..
 GA0690
 GA0690.The geoid height was determined by GEOID03.
 GA0690
 GA0690.The dynamic height is computed by dividing the NAVD 88
 GA0690.geopotential number by the normal gravity value computed on the
 GA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0690.degrees latitude (g = 980.6199 gals.).
 GA0690
 GA0690.The modeled gravity was interpolated from observed gravity values.
 GA0690
 GA0690;                    North         East    Units  Estimated Accuracy
 GA0690;SPC TN       -   200,340.      894,390.      MT  (+/- 180 meters Scaled)
 GA0690
 GA0690                          SUPERSEDED SURVEY CONTROL
 GA0690
 GA0690  NGVD 29 (??/??/92)  462.026  (m)         1515.83   (f) ADJ UNCH    2 0
 GA0690
 GA0690.Superseded values are not recommended for survey control.
 GA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0690.See file dsdata.txt to determine how the superseded data were derived.
 GA0690
 GA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV442958(NAD 83)
 GA0690_MARKER: DB = BENCH MARK DISK
 GA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0690_STAMPING: K 115 1935
 GA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0690+STABILITY: SURFACE MOTION
 GA0690
 GA0690  HISTORY     - Date     Condition        Report By
 GA0690  HISTORY     - 1935     MONUMENTED       CGS
 GA0690  HISTORY     - 1955     GOOD             NGS
 GA0690
 GA0690                          STATION DESCRIPTION
 GA0690
 GA0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0690'4.1 MI SE FROM JONES BRIDGE.
 GA0690'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0690'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 1.8
 GA0690'MILES EAST ALONG A PAVED ROAD, 0.7 MILE NORTHWEST OF A SMALL
 GA0690'SETTLEMENT CALLED BETHANY, 135 YARDS NORTHWEST OF THE C.E. JENNINGS
 GA0690'RESIDENCE, 68 YARDS SOUTHEAST OF THE JUNCTION OF A ROAD LEADING
 GA0690'NORTH, 32 FEET WEST OF A 10-INCH HACKBERRY TREE, 18 FEET NORTHEAST
 GA0690'OF THE CENTERLINE OF THE ROAD, 4.5 FEET NORTHEAST OF A FENCE CORNER,
 GA0690'1.5 FEET SOUTHEAST OF A FENCE LINE, AND LEVEL WITH THE ROAD.  A
 GA0690'STANDARD DISK, STAMPED K 115 1935 AND SET IN THE TOP OF A CONCRETE
 GA0690'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1023 ***********************************************************************
 GA1023  DESIGNATION -  K 117
 GA1023  PID         -  GA1023
 GA1023  STATE/COUNTY-  TN/GREENE
 GA1023  USGS QUAD   -  GREENEVILLE (1961)
 GA1023
 GA1023                         *CURRENT SURVEY CONTROL
 GA1023  ___________________________________________________________________
 GA1023* NAD 83(1986)-  36 07 46.     (N)    082 50 32.     (W)     SCALED    
 GA1023* NAVD 88     -       421.150  (meters)    1381.72   (feet)  ADJUSTED  
 GA1023  ___________________________________________________________________
 GA1023  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1023  DYNAMIC HT  -         420.748 (meters)    1380.40  (feet)  COMP
 GA1023  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 GA1023
 GA1023  VERT ORDER  -  SECOND    CLASS 0
 GA1023
 GA1023.The horizontal coordinates were scaled from a topographic map and have
 GA1023.an estimated accuracy of +/- 6 seconds.
 GA1023
 GA1023.The orthometric height was determined by differential leveling
 GA1023.and adjusted by the National Geodetic Survey in June 1991..
 GA1023
 GA1023.The geoid height was determined by GEOID03.
 GA1023
 GA1023.The dynamic height is computed by dividing the NAVD 88
 GA1023.geopotential number by the normal gravity value computed on the
 GA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1023.degrees latitude (g = 980.6199 gals.).
 GA1023
 GA1023.The modeled gravity was interpolated from observed gravity values.
 GA1023
 GA1023;                    North         East    Units  Estimated Accuracy
 GA1023;SPC TN       -   203,860.      884,190.      MT  (+/- 180 meters Scaled)
 GA1023
 GA1023                          SUPERSEDED SURVEY CONTROL
 GA1023
 GA1023  NGVD 29 (??/??/92)  421.272  (m)         1382.12   (f) ADJ UNCH    2 0
 GA1023
 GA1023.Superseded values are not recommended for survey control.
 GA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1023.See file dsdata.txt to determine how the superseded data were derived.
 GA1023
 GA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV342998(NAD 83)
 GA1023_MARKER: DB = BENCH MARK DISK
 GA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1023_STAMPING: K 117 1935
 GA1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1023+STABILITY: SURFACE MOTION
 GA1023
 GA1023  HISTORY     - Date     Condition        Report By
 GA1023  HISTORY     - 1935     MONUMENTED       CGS
 GA1023  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA1023
 GA1023                          STATION DESCRIPTION
 GA1023
 GA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1023'3.2 MI S FROM GREENEVILLE.
 GA1023'3.2 MILES SOUTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1023'THE COURTHOUSE AT GREENEVILLE, GREENE COUNTY, 0.4 MILE NORTH OF
 GA1023'STAUNTON MILL, 44 YARDS NORTHEAST OF POLE 4, 11 YARDS SOUTHEAST
 GA1023'OF THE CENTERLINE OF THE ROAD, 30 YARDS NORTHEAST OF A 16-INCH
 GA1023'LOCUST TREE, 9 YARDS SOUTH OF A POLE, 2 YARDS SOUTHEAST OF A FENCE
 GA1023'LINE, AND 2 YARDS HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA1023'K 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1023
 GA1023                          STATION RECOVERY (1961)
 GA1023
 GA1023'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0915 ***********************************************************************
 GA0915  DESIGNATION -  K 118
 GA0915  PID         -  GA0915
 GA0915  STATE/COUNTY-  TN/GREENE
 GA0915  USGS QUAD   -  CEDAR CREEK (1980)
 GA0915
 GA0915                         *CURRENT SURVEY CONTROL
 GA0915  ___________________________________________________________________
 GA0915* NAD 83(1986)-  36 02 26.     (N)    082 59 56.     (W)     SCALED    
 GA0915* NAVD 88     -       416.38   (+/-2cm)    1366.1    (feet)  VERTCON   
 GA0915  ___________________________________________________________________
 GA0915  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA0915
 GA0915  VERT ORDER  -  ? (See Below)
 GA0915
 GA0915.The horizontal coordinates were scaled from a topographic map and have
 GA0915.an estimated accuracy of +/- 6 seconds.
 GA0915
 GA0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0915.The vertical order pertains to the NGVD 29 superseded value.
 GA0915
 GA0915.The geoid height was determined by GEOID03.
 GA0915
 GA0915;                    North         East    Units  Estimated Accuracy
 GA0915;SPC TN       -   193,560.      870,400.      MT  (+/- 180 meters Scaled)
 GA0915
 GA0915                          SUPERSEDED SURVEY CONTROL
 GA0915
 GA0915  NGVD 29 (??/??/92)  416.526  (m)         1366.55   (f) ADJ UNCH    ?  
 GA0915
 GA0915.Superseded values are not recommended for survey control.
 GA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0915.See file dsdata.txt to determine how the superseded data were derived.
 GA0915
 GA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV199902(NAD 83)
 GA0915_MARKER: DB = BENCH MARK DISK
 GA0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0915+STABILITY: SURFACE MOTION
 GA0915
 GA0915  HISTORY     - Date     Condition        Report By
 GA0915  HISTORY     - UNK      MONUMENTED       CGS
 GA0915  HISTORY     - 1937     GOOD             TVA
 GA0915  HISTORY     - 1950     GOOD             TVA
 GA0915
 GA0915                          STATION DESCRIPTION
 GA0915
 GA0915'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0915'1 MI SW FROM CANEY BRANCH.
 GA0915'IN GREENE COUNTY, 13.5 MILES NORTHEAST ALONG STATE HIGHWAY 35
 GA0915'FROM NEWPORT, COCKE COUNTY, 3.3 MILES NORTHEAST OF SALEM, 1 MILE
 GA0915'SOUTHWEST OF CANEY BRANCH, ON THE PROPERTY OF MRS. J.S. NEAS,
 GA0915'45 FEET SOUTH OF THE JUNCTION OF A Y-ROAD LEADING SOUTH, 85 FEET
 GA0915'EAST OF THE HOUSE, 34.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 GA0915'THE GARDEN, 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA0915'CONCRETE STEPS, 23.5 FEET EAST OF A 10-INCH WHITE OAK TREE, 10 FEET
 GA0915'WEST OF THE SIDE ROAD, AND 9 FEET NORTH OF A FLOWER BED.  A STANDARD
 GA0915'DISK, SET IN THE TOP OF A CONCRETE POST.
 GA0915
 GA0915                          STATION RECOVERY (1950)
 GA0915
 GA0915'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1956 ***********************************************************************
 GA1956  DESIGNATION -  K 119
 GA1956  PID         -  GA1956
 GA1956  STATE/COUNTY-  TN/COCKE
 GA1956  USGS QUAD   -  RANKIN (1980)
 GA1956
 GA1956                         *CURRENT SURVEY CONTROL
 GA1956  ___________________________________________________________________
 GA1956* NAD 83(1986)-  36 06 45.     (N)    083 08 27.     (W)     SCALED    
 GA1956* NAVD 88     -       327.097  (meters)    1073.15   (feet)  ADJUSTED  
 GA1956  ___________________________________________________________________
 GA1956  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1956  DYNAMIC HT  -         326.793 (meters)    1072.15  (feet)  COMP
 GA1956  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA1956
 GA1956  VERT ORDER  -  SECOND    CLASS 0
 GA1956
 GA1956.The horizontal coordinates were scaled from a topographic map and have
 GA1956.an estimated accuracy of +/- 6 seconds.
 GA1956
 GA1956.The orthometric height was determined by differential leveling
 GA1956.and adjusted by the National Geodetic Survey in June 1991..
 GA1956
 GA1956.The geoid height was determined by GEOID03.
 GA1956
 GA1956.The dynamic height is computed by dividing the NAVD 88
 GA1956.geopotential number by the normal gravity value computed on the
 GA1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1956.degrees latitude (g = 980.6199 gals.).
 GA1956
 GA1956.The modeled gravity was interpolated from observed gravity values.
 GA1956
 GA1956;                    North         East    Units  Estimated Accuracy
 GA1956;SPC TN       -   201,160.      857,380.      MT  (+/- 180 meters Scaled)
 GA1956
 GA1956                          SUPERSEDED SURVEY CONTROL
 GA1956
 GA1956  NGVD 29 (??/??/92)  327.252  (m)         1073.66   (f) ADJ UNCH    2 0
 GA1956
 GA1956.Superseded values are not recommended for survey control.
 GA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1956.See file dsdata.txt to determine how the superseded data were derived.
 GA1956
 GA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV073985(NAD 83)
 GA1956_MARKER: DB = BENCH MARK DISK
 GA1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1956_STAMPING: K 119 1935
 GA1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1956+STABILITY: SURFACE MOTION
 GA1956
 GA1956  HISTORY     - Date     Condition        Report By
 GA1956  HISTORY     - 1935     MONUMENTED       CGS
 GA1956  HISTORY     - 1935     GOOD             NGS
 GA1956
 GA1956                          STATION DESCRIPTION
 GA1956
 GA1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1956'6 MI NE FROM RANKIN.
 GA1956'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1956'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E, AND THENCE
 GA1956'1-1/2 MILES EAST ALONG THE BIRD HILL ROAD, 1.55 MILES NORTHEAST
 GA1956'OF ROAD JUNCTION AT HIGH POINT, 0.75 MILES NORTHWEST OF BRIAR
 GA1956'THICKET CHURCH, 50 FEET EAST OF CONCRETE WALK TO CLYDE MOORE
 GA1956'RESIDENCE, 50 FEET NORTH OF NORTHWEST CORNER OF GARAGE, 6 FEET
 GA1956'SOUTHWEST OF A 6 IN CHERRY TREE.  A STANDARD DISK STAMPED K
 GA1956'119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0749 ***********************************************************************
 GD0749  DESIGNATION -  K 12
 GD0749  PID         -  GD0749
 GD0749  STATE/COUNTY-  TN/LAKE
 GD0749  USGS QUAD   -  MISTON (1983)
 GD0749
 GD0749                         *CURRENT SURVEY CONTROL
 GD0749  ___________________________________________________________________
 GD0749* NAD 83(1986)-  36 13 54.     (N)    089 29 51.     (W)     SCALED    
 GD0749* NAVD 88     -        84.485  (meters)     277.18   (feet)  ADJUSTED  
 GD0749  ___________________________________________________________________
 GD0749  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0749  DYNAMIC HT  -          84.416 (meters)     276.95  (feet)  COMP
 GD0749  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GD0749
 GD0749  VERT ORDER  -  SECOND    CLASS 0
 GD0749
 GD0749.The horizontal coordinates were scaled from a topographic map and have
 GD0749.an estimated accuracy of +/- 6 seconds.
 GD0749
 GD0749.The orthometric height was determined by differential leveling
 GD0749.and adjusted by the National Geodetic Survey in June 1991..
 GD0749
 GD0749.The geoid height was determined by GEOID03.
 GD0749
 GD0749.The dynamic height is computed by dividing the NAVD 88
 GD0749.geopotential number by the normal gravity value computed on the
 GD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0749.degrees latitude (g = 980.6199 gals.).
 GD0749
 GD0749.The modeled gravity was interpolated from observed gravity values.
 GD0749
 GD0749;                    North         East    Units  Estimated Accuracy
 GD0749;SPC TN       -   216,240.      285,650.      MT  (+/- 180 meters Scaled)
 GD0749
 GD0749                          SUPERSEDED SURVEY CONTROL
 GD0749
 GD0749  NGVD 29 (??/??/??)   84.410  (m)          276.94   (f) ADJUSTED    2 0
 GD0749
 GD0749.Superseded values are not recommended for survey control.
 GD0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0749.See file dsdata.txt to determine how the superseded data were derived.
 GD0749
 GD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF755125(NAD 83)
 GD0749_MARKER: DB = BENCH MARK DISK
 GD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0749_STAMPING: K 12 1933
 GD0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0749+STABILITY: SURFACE MOTION
 GD0749
 GD0749  HISTORY     - Date     Condition        Report By
 GD0749  HISTORY     - 1933     MONUMENTED       CGS
 GD0749  HISTORY     - 1943     GOOD             CGS
 GD0749  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0749
 GD0749                          STATION DESCRIPTION
 GD0749
 GD0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0749'2.2 MI S FROM RIDGELY.
 GD0749'2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0749'STATION AT RIDGELY, LAKE COUNTY, AT THE CROSSING OF STATE HIGHWAY
 GD0749'79, 91 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET EAST
 GD0749'OF THE CENTERLINE OF THE TRACK, 26 FEET WEST OF THE CENTERLINE
 GD0749'OF A COUNTY GRAVEL ROAD PARALLELING THE TRACK, 3 FEET NORTHWEST
 GD0749'OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A WHITE WOODEN WITNESS
 GD0749'POST, 3 FEET LOWER THAN THE TRACK, LEVEL WITH THE COUNTY GRAVEL
 GD0749'ROAD, AND 0.5 FOOT BELOW THE SURFACE OF THE GROUND.  A STANDARD
 GD0749'DISK, STAMPED K 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0749
 GD0749                          STATION RECOVERY (2002)
 GD0749
 GD0749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0749'SUSPECTED DESTROYED DUE TO DITCH ENLARGEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1111 ***********************************************************************
 FB1111  DESIGNATION -  K 121
 FB1111  PID         -  FB1111
 FB1111  STATE/COUNTY-  TN/COCKE
 FB1111  USGS QUAD   -  PAINT ROCK (1991)
 FB1111
 FB1111                         *CURRENT SURVEY CONTROL
 FB1111  ___________________________________________________________________
 FB1111* NAD 83(1986)-  35 57 34.     (N)    082 58 00.     (W)     SCALED    
 FB1111* NAVD 88     -       543.74   (+/-2cm)    1783.9    (feet)  VERTCON   
 FB1111  ___________________________________________________________________
 FB1111  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1111
 FB1111  VERT ORDER  -  ? (See Below)
 FB1111
 FB1111.The horizontal coordinates were scaled from a topographic map and have
 FB1111.an estimated accuracy of +/- 6 seconds.
 FB1111
 FB1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1111.The vertical order pertains to the NGVD 29 superseded value.
 FB1111
 FB1111.The geoid height was determined by GEOID03.
 FB1111
 FB1111;                    North         East    Units  Estimated Accuracy
 FB1111;SPC TN       -   184,660.      873,580.      MT  (+/- 180 meters Scaled)
 FB1111
 FB1111                          SUPERSEDED SURVEY CONTROL
 FB1111
 FB1111  NGVD 29 (??/??/92)  543.873  (m)         1784.36   (f) ADJ UNCH    ?  
 FB1111
 FB1111.Superseded values are not recommended for survey control.
 FB1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1111.See file dsdata.txt to determine how the superseded data were derived.
 FB1111
 FB1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV226812(NAD 83)
 FB1111_MARKER: DB = BENCH MARK DISK
 FB1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1111_STAMPING: K 121 1935
 FB1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1111+STABILITY: SURFACE MOTION
 FB1111
 FB1111  HISTORY     - Date     Condition        Report By
 FB1111  HISTORY     - 1935     MONUMENTED       CGS
 FB1111  HISTORY     - 1955     GOOD             NGS
 FB1111
 FB1111                          STATION DESCRIPTION
 FB1111
 FB1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1111'5 MI NW FROM WOLF CREEK.
 FB1111'5.0 MILES NORTHWEST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1111'55 FEET NORTH OF A GALVANIZED-IRON PIPE CULVERT UNDER THE ROAD,
 FB1111'AT THE HOUSTON VALLEY CHURCH, 4 FEET NORTH OF THE NORTHEAST
 FB1111'CORNER OF THE BUILDING, 38 FEET NORTHWEST OF THE ROAD, 32 FEET EAST
 FB1111'OF A DRAIN, 25.8 FEET SOUTHEAST OF AN 8-INCH WALNUT TREE, AND 10
 FB1111'FEET SOUTHWEST OF A CORNFIELD.  A STANDARD DISK, SET IN THE TOP
 FB1111'OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1342 ***********************************************************************
 FB1342  DESIGNATION -  K 122
 FB1342  PID         -  FB1342
 FB1342  STATE/COUNTY-  TN/COCKE
 FB1342  USGS QUAD   -  HARTFORD (1968)
 FB1342
 FB1342                         *CURRENT SURVEY CONTROL
 FB1342  ___________________________________________________________________
 FB1342* NAD 83(1986)-  35 49 45.     (N)    083 14 28.     (W)     SCALED    
 FB1342* NAVD 88     -       423.74   (+/-2cm)    1390.2    (feet)  VERTCON   
 FB1342  ___________________________________________________________________
 FB1342  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB1342
 FB1342  VERT ORDER  -  ? (See Below)
 FB1342
 FB1342.The horizontal coordinates were scaled from a topographic map and have
 FB1342.an estimated accuracy of +/- 6 seconds.
 FB1342
 FB1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1342.The vertical order pertains to the NGVD 29 superseded value.
 FB1342
 FB1342.The geoid height was determined by GEOID03.
 FB1342
 FB1342;                    North         East    Units  Estimated Accuracy
 FB1342;SPC TN       -   169,470.      849,240.      MT  (+/- 180 meters Scaled)
 FB1342
 FB1342                          SUPERSEDED SURVEY CONTROL
 FB1342
 FB1342  NGVD 29 (??/??/92)  423.893  (m)         1390.72   (f) ADJ UNCH    ?  
 FB1342
 FB1342.Superseded values are not recommended for survey control.
 FB1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1342.See file dsdata.txt to determine how the superseded data were derived.
 FB1342
 FB1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV975673(NAD 83)
 FB1342_MARKER: DB = BENCH MARK DISK
 FB1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1342_STAMPING: K 122 1935
 FB1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1342+STABILITY: SURFACE MOTION
 FB1342
 FB1342  HISTORY     - Date     Condition        Report By
 FB1342  HISTORY     - 1935     MONUMENTED       CGS
 FB1342  HISTORY     - 1949     GOOD             NGS
 FB1342
 FB1342                          STATION DESCRIPTION
 FB1342
 FB1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1342'0.9 MI NE FROM COSBY.
 FB1342'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1342'COUNTY, 1.4 MILES SOUTHEAST OF COSBY SCHOOL, AT THE NORTHEAST
 FB1342'CORNER OF A WOODS, AT THE JUNCTION OF THE CHAVIS CREEK ROAD,
 FB1342'12 FEET SOUTH OF THE CHAVIS CREEK ROAD, 7 FEET WEST OF THE
 FB1342'HIGHWAY, 21.7 FEET NORTH OF A MAIL-BOX POST, 16.1 FEET SOUTHEAST
 FB1342'OF A 6-INCH POPLAR TREE MARKED WITH NAIL AND BOTTLE CAP, 12.1
 FB1342'FEET EAST OF AN 8-INCH WILD CHERRY TREE MARKED WITH NAIL
 FB1342'AND BOTTLE CAP, AND 1.3 FEET SOUTHEAST OF A STEEL POST WITH A
 FB1342'CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED K 122 1935 AND
 FB1342'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1357 ***********************************************************************
 FB1357  DESIGNATION -  K 125
 FB1357  PID         -  FB1357
 FB1357  STATE/COUNTY-  TN/COCKE
 FB1357  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1357
 FB1357                         *CURRENT SURVEY CONTROL
 FB1357  ___________________________________________________________________
 FB1357* NAD 83(1986)-  35 54 26.     (N)    083 01 13.     (W)     SCALED    
 FB1357* NAVD 88     -       358.48   (+/-2cm)    1176.1    (feet)  VERTCON   
 FB1357  ___________________________________________________________________
 FB1357  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1357
 FB1357  VERT ORDER  -  ? (See Below)
 FB1357
 FB1357.The horizontal coordinates were scaled from a topographic map and have
 FB1357.an estimated accuracy of +/- 6 seconds.
 FB1357
 FB1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1357.The vertical order pertains to the NGVD 29 superseded value.
 FB1357
 FB1357.The geoid height was determined by GEOID03.
 FB1357
 FB1357;                    North         East    Units  Estimated Accuracy
 FB1357;SPC TN       -   178,720.      868,920.      MT  (+/- 180 meters Scaled)
 FB1357
 FB1357                          SUPERSEDED SURVEY CONTROL
 FB1357
 FB1357  NGVD 29 (??/??/92)  358.629  (m)         1176.60   (f) ADJ UNCH    ?  
 FB1357
 FB1357.Superseded values are not recommended for survey control.
 FB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1357.See file dsdata.txt to determine how the superseded data were derived.
 FB1357
 FB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV176755(NAD 83)
 FB1357_MARKER: DB = BENCH MARK DISK
 FB1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1357_STAMPING: K 125 1935
 FB1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1357+STABILITY: SURFACE MOTION
 FB1357
 FB1357  HISTORY     - Date     Condition        Report By
 FB1357  HISTORY     - 1935     MONUMENTED       CGS
 FB1357  HISTORY     - 1949     GOOD             NGS
 FB1357
 FB1357                          STATION DESCRIPTION
 FB1357
 FB1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1357'1 MI S FROM DEL RIO.
 FB1357'1.0 MILE SOUTH ALONG STATE HIGHWAY 107 FROM THE CROSSING OF
 FB1357'THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, AT THE JUNCTION
 FB1357'OF FIFTEENTH ROAD LEADING WEST, ON THE PROPERTY OF ED BURNETT,
 FB1357'AT THE SOUTHWEST EDGE OF A CULTIVATED FIELD, 75 FEET SOUTHWEST
 FB1357'OF THE EDGE OF A WOODS, 42 FEET NORTHEAST OF THE ROAD JUNCTION,
 FB1357'32.3 FEET SOUTHEAST OF A 10-INCH ELM TREE MARKED WITH NAIL AND
 FB1357'BOTTLE CAP, 14.8 FEET NORTH OF A 6-INCH ELM TREE MARKED WITH
 FB1357'NAIL AND BOTTLE CAP, 9 FEET NORTHEAST OF THE HIGHWAY, 2 FEET
 FB1357'NORTHEAST OF A WIRE FENCE, 1.7 FEET SOUTHEAST OF A 4-INCH TWIN
 FB1357'HACKBERRY MARKED WITH NAIL AND BOTTLE CAP, AND 2.4 FEET NORTHEAST
 FB1357'OF A STEEL POST WITH A CONTROL MARKER SIGN.  A STANDARD DISK,
 FB1357'STAMPED K 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB1357'NOTE-- THE CORNERS HAVE BEEN CHIPPED OFF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2053 ***********************************************************************
 FB2053  DESIGNATION -  K 127
 FB2053  PID         -  FB2053
 FB2053  STATE/COUNTY-  TN/SEVIER
 FB2053  USGS QUAD   -  GATLINBURG (1979)
 FB2053
 FB2053                         *CURRENT SURVEY CONTROL
 FB2053  ___________________________________________________________________
 FB2053* NAD 83(1986)-  35 43 23.     (N)    083 31 03.     (W)     SCALED    
 FB2053* NAVD 88     -       431.96   (+/-2cm)    1417.2    (feet)  VERTCON   
 FB2053  ___________________________________________________________________
 FB2053  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB2053
 FB2053  VERT ORDER  -  ? (See Below)
 FB2053
 FB2053.The horizontal coordinates were scaled from a topographic map and have
 FB2053.an estimated accuracy of +/- 6 seconds.
 FB2053
 FB2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2053.The vertical order pertains to the NGVD 29 superseded value.
 FB2053
 FB2053.The geoid height was determined by GEOID03.
 FB2053
 FB2053;                    North         East    Units  Estimated Accuracy
 FB2053;SPC TN       -   157,040.      824,580.      MT  (+/- 180 meters Scaled)
 FB2053
 FB2053                          SUPERSEDED SURVEY CONTROL
 FB2053
 FB2053  NGVD 29 (??/??/92)  432.070  (m)         1417.55   (f) ADJ UNCH    ?  
 FB2053
 FB2053.Superseded values are not recommended for survey control.
 FB2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2053.See file dsdata.txt to determine how the superseded data were derived.
 FB2053
 FB2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV722561(NAD 83)
 FB2053_MARKER: DB = BENCH MARK DISK
 FB2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2053_STAMPING: K 127 1935
 FB2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2053+STABILITY: SURFACE MOTION
 FB2053
 FB2053  HISTORY     - Date     Condition        Report By
 FB2053  HISTORY     - 1935     MONUMENTED       CGS
 FB2053
 FB2053                          STATION DESCRIPTION
 FB2053
 FB2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2053'1 MI SW FROM HATCHERTOWN.
 FB2053'1 MILE SOUTHWEST (AIR LINE) FROM HATCHERTOWN, SEVIER COUNTY, ON
 FB2053'THE WEAR VALLEY ROAD, 200 FEET NORTHEAST OF THE WALTER OGLE HOUSE,
 FB2053'175 FEET EAST OF THE BARN, AT THE JUNCTION OF A ROAD LEADING
 FB2053'NORTHWEST, 30 FEET NORTHEAST OF A DRAIN, 12 FEET NORTHEAST OF
 FB2053'THE SIDE ROAD, 12 FEET NORTHWEST OF THE MAIN ROAD, 8.6 FEET WEST
 FB2053'OF A MAIL-BOX POST, AND 4.8 FEET NORTHEAST OF A FENCE CORNER.
 FB2053'A STANDARD DISK, STAMPED K 127 1935 AND SET IN THE TOP OF A
 FB2053'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1818 ***********************************************************************
 GA1818  DESIGNATION -  K 129
 GA1818  PID         -  GA1818
 GA1818  STATE/COUNTY-  TN/JEFFERSON
 GA1818  USGS QUAD   -  TALBOTT (1980)
 GA1818
 GA1818                         *CURRENT SURVEY CONTROL
 GA1818  ___________________________________________________________________
 GA1818* NAD 83(1986)-  36 08 42.     (N)    083 26 06.     (W)     SCALED    
 GA1818* NAVD 88     -       348.793  (meters)    1144.33   (feet)  ADJUSTED  
 GA1818  ___________________________________________________________________
 GA1818  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1818  DYNAMIC HT  -         348.470 (meters)    1143.27  (feet)  COMP
 GA1818  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1818
 GA1818  VERT ORDER  -  FIRST     CLASS I
 GA1818
 GA1818.The horizontal coordinates were scaled from a topographic map and have
 GA1818.an estimated accuracy of +/- 6 seconds.
 GA1818
 GA1818.The orthometric height was determined by differential leveling
 GA1818.and adjusted by the National Geodetic Survey in June 1991..
 GA1818
 GA1818.The geoid height was determined by GEOID03.
 GA1818
 GA1818.The dynamic height is computed by dividing the NAVD 88
 GA1818.geopotential number by the normal gravity value computed on the
 GA1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1818.degrees latitude (g = 980.6199 gals.).
 GA1818
 GA1818.The modeled gravity was interpolated from observed gravity values.
 GA1818
 GA1818;                    North         East    Units  Estimated Accuracy
 GA1818;SPC TN       -   204,030.      830,810.      MT  (+/- 180 meters Scaled)
 GA1818
 GA1818                          SUPERSEDED SURVEY CONTROL
 GA1818
 GA1818  NGVD 29 (??/??/92)  348.922  (m)         1144.75   (f) ADJ UNCH    1 1
 GA1818
 GA1818.Superseded values are not recommended for survey control.
 GA1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1818.See file dsdata.txt to determine how the superseded data were derived.
 GA1818
 GA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA809027(NAD 83)
 GA1818_MARKER: DB = BENCH MARK DISK
 GA1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1818_SP_SET: SIGNAL BASE
 GA1818_STAMPING: K 129 1936
 GA1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1818
 GA1818  HISTORY     - Date     Condition        Report By
 GA1818  HISTORY     - 1936     MONUMENTED       CGS
 GA1818  HISTORY     - 1967     GOOD             NGS
 GA1818  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1818
 GA1818                          STATION DESCRIPTION
 GA1818
 GA1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1818'3.7 MI NE FROM JEFFERSON CITY.
 GA1818'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1818'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, THENCE 0.8
 GA1818'MILE EAST ALONG THE SOUTHERN RAILWAY, ABOUT 0.3 MILE WEST OF
 GA1818'MILEPOST 98, SET ON THE TOP OF THE NORTHWEST CORNER OF A 2-FOOT
 GA1818'SQUARE CONCRETE BASE FOR SEMAPHORE 983A, 8.7 FEET NORTH OF THE
 GA1818'NORTH RAIL AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GA1818
 GA1818                          STATION RECOVERY (1978)
 GA1818
 GA1818'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0775 ***********************************************************************
 GD0775  DESIGNATION -  K 13
 GD0775  PID         -  GD0775
 GD0775  STATE/COUNTY-  TN/OBION
 GD0775  USGS QUAD   -  HORNBEAK (1983)
 GD0775
 GD0775                         *CURRENT SURVEY CONTROL
 GD0775  ___________________________________________________________________
 GD0775* NAD 83(1986)-  36 20 20.     (N)    089 16 35.     (W)     SCALED    
 GD0775* NAVD 88     -       147.784  (meters)     484.85   (feet)  ADJUSTED  
 GD0775  ___________________________________________________________________
 GD0775  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0775  DYNAMIC HT  -         147.662 (meters)     484.45  (feet)  COMP
 GD0775  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 GD0775
 GD0775  VERT ORDER  -  SECOND    CLASS 0
 GD0775
 GD0775.The horizontal coordinates were scaled from a topographic map and have
 GD0775.an estimated accuracy of +/- 6 seconds.
 GD0775
 GD0775.The orthometric height was determined by differential leveling
 GD0775.and adjusted by the National Geodetic Survey in June 1991..
 GD0775
 GD0775.The geoid height was determined by GEOID03.
 GD0775
 GD0775.The dynamic height is computed by dividing the NAVD 88
 GD0775.geopotential number by the normal gravity value computed on the
 GD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0775.degrees latitude (g = 980.6199 gals.).
 GD0775
 GD0775.The modeled gravity was interpolated from observed gravity values.
 GD0775
 GD0775;                    North         East    Units  Estimated Accuracy
 GD0775;SPC TN       -   227,440.      305,920.      MT  (+/- 180 meters Scaled)
 GD0775
 GD0775                          SUPERSEDED SURVEY CONTROL
 GD0775
 GD0775  NGVD 29 (??/??/??)  147.734  (m)          484.69   (f) ADJUSTED    2 0
 GD0775
 GD0775.Superseded values are not recommended for survey control.
 GD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0775.See file dsdata.txt to determine how the superseded data were derived.
 GD0775
 GD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF957239(NAD 83)
 GD0775_MARKER: DB = BENCH MARK DISK
 GD0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0775_STAMPING: K 13 1935
 GD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0775+STABILITY: SURFACE MOTION
 GD0775
 GD0775  HISTORY     - Date     Condition        Report By
 GD0775  HISTORY     - 1935     MONUMENTED       CGS
 GD0775  HISTORY     - 1967     GOOD             CGS
 GD0775  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GD0775
 GD0775                          STATION DESCRIPTION
 GD0775
 GD0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0775'1.5 MI E FROM HORNBEAK.
 GD0775'THE MARK IS ABOUT 1.5 MILES EAST ALONG STATE ROUTE 21 FROM THE
 GD0775'MAIN INTERSECTION IN HORNBEAK, AT THE TOP OF A RISE, 29 FEET
 GD0775'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 21, 10 FEET
 GD0775'WEST-NORTHWEST OF A 10-INCH SILVER MAPLE TREE, 6 FEET NORTHWEST
 GD0775'OF THE APPROXIMATE CENTER OF A GATE, 1 FOOT EAST OF A UTILITY
 GD0775'POLE, AND 0.4 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 GD0775'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH,
 GD0775'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GD0775'STAMPED K 13 1935.
 GD0775
 GD0775                          STATION RECOVERY (2002)
 GD0775
 GD0775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2241 ***********************************************************************
 GA2241  DESIGNATION -  K 130
 GA2241  PID         -  GA2241
 GA2241  STATE/COUNTY-  TN/KNOX
 GA2241  USGS QUAD   -  JOHN SEVIER (1992)
 GA2241
 GA2241                         *CURRENT SURVEY CONTROL
 GA2241  ___________________________________________________________________
 GA2241* NAD 83(1986)-  36 01 05.     (N)    083 51 35.     (W)     SCALED    
 GA2241* NAVD 88     -       266.098  (meters)     873.02   (feet)  POSTED    
 GA2241  ___________________________________________________________________
 GA2241  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2241  DYNAMIC HT  -         265.850 (meters)     872.21  (feet)  COMP
 GA2241  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA2241
 GA2241  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2241
 GA2241.The horizontal coordinates were scaled from a topographic map and have
 GA2241.an estimated accuracy of +/- 6 seconds.
 GA2241
 GA2241.The orthometric height was determined by differential leveling
 GA2241.and adjusted by the National Geodetic Survey in 1992..
 GA2241.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2241.rate of 0.0 thru 1.0 mm/km.
 GA2241
 GA2241.The geoid height was determined by GEOID03.
 GA2241
 GA2241.The dynamic height is computed by dividing the NAVD 88
 GA2241.geopotential number by the normal gravity value computed on the
 GA2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2241.degrees latitude (g = 980.6199 gals.).
 GA2241
 GA2241.The modeled gravity was interpolated from observed gravity values.
 GA2241
 GA2241;                    North         East    Units  Estimated Accuracy
 GA2241;SPC TN       -   189,030.      792,910.      MT  (+/- 180 meters Scaled)
 GA2241
 GA2241                          SUPERSEDED SURVEY CONTROL
 GA2241
 GA2241  NGVD 29 (??/??/92)  266.229  (m)          873.45   (f) ADJ UNCH    1 2
 GA2241
 GA2241.Superseded values are not recommended for survey control.
 GA2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2241.See file dsdata.txt to determine how the superseded data were derived.
 GA2241
 GA2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV422897(NAD 83)
 GA2241_MARKER: DB = BENCH MARK DISK
 GA2241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2241_SP_SET: OVERPASS
 GA2241_STAMPING: K 130 1936
 GA2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2241
 GA2241  HISTORY     - Date     Condition        Report By
 GA2241  HISTORY     - 1936     MONUMENTED       CGS
 GA2241  HISTORY     - 1950     GOOD             NGS
 GA2241  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2241  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 GA2241
 GA2241                          STATION DESCRIPTION
 GA2241
 GA2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2241'4.6 MI NE FROM KNOXVILLE.
 GA2241'4.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2241'AT KNOXVILLE, KNOX COUNTY, 0.8 MILES SOUTHWEST OF JOHN SEVIER
 GA2241'STATION, 11-1/2 POWER-TRANSMISSION LINE POLES NORTHEAST OF
 GA2241'MILEPOST 126, 41 YARDS NORTHWEST OF A RIGHT-ANGLE INTERSECTION
 GA2241'OF U.S. HIGHWAY 11 W AND A STATE HIGHWAY, AT A CONCRETE OVERPASS,
 GA2241'IN THE TOP OF THE NORTH END OF THE COPING, 5.9 FEET NORTHWEST
 GA2241'OF THE NORTHWEST RAIL, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP
 GA2241'OF THE RAIL.  A STANDARD DISK, STAMPED K 130 1936.
 GA2241
 GA2241                          STATION RECOVERY (1967)
 GA2241
 GA2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2241'MARK NOT FOUND.
 GA2241
 GA2241                          STATION RECOVERY (1982)
 GA2241
 GA2241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 GA2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0440 ***********************************************************************
 FC0440  DESIGNATION -  K 131
 FC0440  PID         -  FC0440
 FC0440  STATE/COUNTY-  TN/BRADLEY
 FC0440  USGS QUAD   -  MC DONALD (1976)
 FC0440
 FC0440                         *CURRENT SURVEY CONTROL
 FC0440  ___________________________________________________________________
 FC0440* NAD 83(1986)-  35 02 07.     (N)    084 55 37.     (W)     SCALED    
 FC0440* NAVD 88     -       269.615  (meters)     884.56   (feet)  ADJUSTED  
 FC0440  ___________________________________________________________________
 FC0440  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0440  DYNAMIC HT  -         269.345 (meters)     883.68  (feet)  COMP
 FC0440  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 FC0440
 FC0440  VERT ORDER  -  FIRST     CLASS I
 FC0440
 FC0440.The horizontal coordinates were scaled from a topographic map and have
 FC0440.an estimated accuracy of +/- 6 seconds.
 FC0440
 FC0440.The orthometric height was determined by differential leveling
 FC0440.and adjusted by the National Geodetic Survey in June 1991..
 FC0440.WARNING-Repeat measurements at this control monument indicate possible
 FC0440.vertical movement.
 FC0440
 FC0440.The geoid height was determined by GEOID03.
 FC0440
 FC0440.The dynamic height is computed by dividing the NAVD 88
 FC0440.geopotential number by the normal gravity value computed on the
 FC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0440.degrees latitude (g = 980.6199 gals.).
 FC0440
 FC0440.The modeled gravity was interpolated from observed gravity values.
 FC0440
 FC0440;                    North         East    Units  Estimated Accuracy
 FC0440;SPC TN       -    78,420.      697,920.      MT  (+/- 180 meters Scaled)
 FC0440
 FC0440                          SUPERSEDED SURVEY CONTROL
 FC0440
 FC0440  NGVD 29 (??/??/92)  269.604  (m)          884.53   (f) ADJ UNCH    1 1
 FC0440
 FC0440.Superseded values are not recommended for survey control.
 FC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0440.See file dsdata.txt to determine how the superseded data were derived.
 FC0440
 FC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD891789(NAD 83)
 FC0440_MARKER: DB = BENCH MARK DISK
 FC0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0440_STAMPING: K 131 1936
 FC0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0440+STABILITY: SURFACE MOTION
 FC0440
 FC0440  HISTORY     - Date     Condition        Report By
 FC0440  HISTORY     - 1936     MONUMENTED       CGS
 FC0440  HISTORY     - 1968     POOR             NGS
 FC0440
 FC0440                          STATION DESCRIPTION
 FC0440
 FC0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0440'8.8 MI SW FROM CLEVELAND.
 FC0440'ABOUT 8.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0440'STATION AT CLEVELAND, ON THE EAST BANK OF A DEEP DITCH, IN THE
 FC0440'SOUTHWEST CORNER OF A PASTURE, 35 FEET NORTHEAST OF THE CENTER
 FC0440'OF A PRIVATE ROAD CROSSING, 20.6 FEET EAST OF THE EAST RAIL, 16
 FC0440'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 FC0440'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2.3 FEET
 FC0440'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK LEANING SLIGHTLY TO
 FC0440'THE SOUTHWEST BUT IS SOLID.  LEVELING INDICATES THAT THE MARK IS
 FC0440'ABOUT 8 1/2 DECIMETERS HIGHER THAN PUBLISHED ELEVATION.  MARK
 FC0440'PROBABLY HAS BEEN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2253 ***********************************************************************
 GA2253  DESIGNATION -  K 132
 GA2253  PID         -  GA2253
 GA2253  STATE/COUNTY-  TN/CLAIBORNE
 GA2253  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2253
 GA2253                         *CURRENT SURVEY CONTROL
 GA2253  ___________________________________________________________________
 GA2253* NAD 83(1986)-  36 22 17.     (N)    083 38 21.     (W)     SCALED    
 GA2253* NAVD 88     -       352.380  (meters)    1156.10   (feet)  ADJUSTED  
 GA2253  ___________________________________________________________________
 GA2253  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2253  DYNAMIC HT  -         352.063 (meters)    1155.06  (feet)  COMP
 GA2253  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 GA2253
 GA2253  VERT ORDER  -  SECOND    CLASS 0
 GA2253
 GA2253.The horizontal coordinates were scaled from a topographic map and have
 GA2253.an estimated accuracy of +/- 6 seconds.
 GA2253
 GA2253.The orthometric height was determined by differential leveling
 GA2253.and adjusted by the National Geodetic Survey in June 1991..
 GA2253
 GA2253.The geoid height was determined by GEOID03.
 GA2253
 GA2253.The dynamic height is computed by dividing the NAVD 88
 GA2253.geopotential number by the normal gravity value computed on the
 GA2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2253.degrees latitude (g = 980.6199 gals.).
 GA2253
 GA2253.The modeled gravity was interpolated from observed gravity values.
 GA2253
 GA2253;                    North         East    Units  Estimated Accuracy
 GA2253;SPC TN       -   228,680.      811,840.      MT  (+/- 180 meters Scaled)
 GA2253
 GA2253                          SUPERSEDED SURVEY CONTROL
 GA2253
 GA2253  NGVD 29 (??/??/92)  352.461  (m)         1156.37   (f) ADJ UNCH    2 0
 GA2253
 GA2253.Superseded values are not recommended for survey control.
 GA2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2253.See file dsdata.txt to determine how the superseded data were derived.
 GA2253
 GA2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA632283(NAD 83)
 GA2253_MARKER: DB = BENCH MARK DISK
 GA2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2253_STAMPING: K 132 1936
 GA2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2253+STABILITY: SURFACE MOTION
 GA2253
 GA2253  HISTORY     - Date     Condition        Report By
 GA2253  HISTORY     - 1936     MONUMENTED       CGS
 GA2253  HISTORY     - 1950     GOOD             NGS
 GA2253
 GA2253                          STATION DESCRIPTION
 GA2253
 GA2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2253'4.1 MI W FROM LONE MOUNTAIN.
 GA2253'4.1 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2253'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, OPPOSITE
 GA2253'POLE 2887, OPPOSITE A HOUSE, 50 FEET WEST OF THE CENTERLINE
 GA2253'OF THE ROAD, 22 FEET SOUTH OF THE CENTERLINE OF A LANE LEADING
 GA2253'TO A HOUSE, AND 12 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA2253'STAMPED K 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2014 ***********************************************************************
 FB2014  DESIGNATION -  K 132
 FB2014  PID         -  FB2014
 FB2014  STATE/COUNTY-  TN/BLOUNT
 FB2014  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2014
 FB2014                         *CURRENT SURVEY CONTROL
 FB2014  ___________________________________________________________________
 FB2014* NAD 83(1986)-  35 39 35.     (N)    083 57 40.     (W)     SCALED    
 FB2014* NAVD 88     -       299.86   (+/-2cm)     983.8    (feet)  VERTCON   
 FB2014  ___________________________________________________________________
 FB2014  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2014
 FB2014  VERT ORDER  -  ? (See Below)
 FB2014
 FB2014.The horizontal coordinates were scaled from a topographic map and have
 FB2014.an estimated accuracy of +/- 6 seconds.
 FB2014
 FB2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2014.The vertical order pertains to the NGVD 29 superseded value.
 FB2014
 FB2014.The geoid height was determined by GEOID03.
 FB2014
 FB2014;                    North         East    Units  Estimated Accuracy
 FB2014;SPC TN       -   149,080.      784,600.      MT  (+/- 180 meters Scaled)
 FB2014
 FB2014                          SUPERSEDED SURVEY CONTROL
 FB2014
 FB2014  NGVD 29 (??/??/92)  299.963  (m)          984.13   (f) ADJ UNCH    ?  
 FB2014
 FB2014.Superseded values are not recommended for survey control.
 FB2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2014.See file dsdata.txt to determine how the superseded data were derived.
 FB2014
 FB2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319502(NAD 83)
 FB2014_MARKER: DB = BENCH MARK DISK
 FB2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2014_STAMPING: K 132 1935
 FB2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2014+STABILITY: SURFACE MOTION
 FB2014
 FB2014  HISTORY     - Date     Condition        Report By
 FB2014  HISTORY     - 1935     MONUMENTED       CGS
 FB2014  HISTORY     - 1962     MARK NOT FOUND   NGS
 FB2014
 FB2014                          STATION DESCRIPTION
 FB2014
 FB2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2014'6.7 MI S FROM MARYVILLE.
 FB2014'6.7 MILES SOUTH (AIR LINE) FROM MARYVILLE, AT SIXMILE, 150 FEET
 FB2014'SOUTHWEST OF THE INTERSECTION OF OLD PINEY ROAD AND A
 FB2014'NORTH-AND-SOUTH ROAD, AT THE SIX-MILE BAPTIST CHURCH, 49.2 FEET
 FB2014'SOUTHEAST OF THE SOUTHWEST CORNER, 30 FEET EAST OF THE CHURCH
 FB2014'ENTRANCE, 85.5 FEET NORTHWEST OF A 24-INCH SWEET-GUM TREE, 38.2
 FB2014'FEET SOUTH OF A 16-INCH SWEET-GUM TREE, 20 FEET EAST OF A ROAD
 FB2014'LEADING AROUND THE CHURCH, AND 15 FEET WEST OF SIXMILE CREEK.
 FB2014'A STANDARD DISK, STAMPED K 132 1935 AND SET IN THE TOP OF A
 FB2014'CONCRETE POST.
 FB2014
 FB2014                          STATION RECOVERY (1962)
 FB2014
 FB2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FB2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0147 ***********************************************************************
 FC0147  DESIGNATION -  K 133
 FC0147  PID         -  FC0147
 FC0147  STATE/COUNTY-  TN/ROANE
 FC0147  USGS QUAD   -  CAVE CREEK (1989)
 FC0147
 FC0147                         *CURRENT SURVEY CONTROL
 FC0147  ___________________________________________________________________
 FC0147* NAD 83(1986)-  35 51 20.     (N)    084 27 53.     (W)     SCALED    
 FC0147* NAVD 88     -       282.648  (meters)     927.32   (feet)  ADJUSTED  
 FC0147  ___________________________________________________________________
 FC0147  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0147  DYNAMIC HT  -         282.384 (meters)     926.45  (feet)  COMP
 FC0147  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FC0147
 FC0147  VERT ORDER  -  SECOND    CLASS 0
 FC0147
 FC0147.The horizontal coordinates were scaled from a topographic map and have
 FC0147.an estimated accuracy of +/- 6 seconds.
 FC0147
 FC0147.The orthometric height was determined by differential leveling
 FC0147.and adjusted by the National Geodetic Survey in June 1991..
 FC0147
 FC0147.The geoid height was determined by GEOID03.
 FC0147
 FC0147.The dynamic height is computed by dividing the NAVD 88
 FC0147.geopotential number by the normal gravity value computed on the
 FC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0147.degrees latitude (g = 980.6199 gals.).
 FC0147
 FC0147.The modeled gravity was interpolated from observed gravity values.
 FC0147
 FC0147;                    North         East    Units  Estimated Accuracy
 FC0147;SPC TN       -   169,980.      738,670.      MT  (+/- 180 meters Scaled)
 FC0147
 FC0147                          SUPERSEDED SURVEY CONTROL
 FC0147
 FC0147  NGVD 29 (??/??/92)  282.757  (m)          927.68   (f) ADJ UNCH    2 0
 FC0147
 FC0147.Superseded values are not recommended for survey control.
 FC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0147.See file dsdata.txt to determine how the superseded data were derived.
 FC0147
 FC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE289708(NAD 83)
 FC0147_MARKER: DD = SURVEY DISK
 FC0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0147_STAMPING: K 133 1936
 FC0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0147+STABILITY: SURFACE MOTION
 FC0147
 FC0147  HISTORY     - Date     Condition        Report By
 FC0147  HISTORY     - 1936     MONUMENTED       TVA
 FC0147
 FC0147                          STATION DESCRIPTION
 FC0147
 FC0147'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0147'3.4 MI E FROM KINGSTON.
 FC0147'3.4 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0147'AT KINGSTON, ROANE COUNTY, 2.5 MILES WEST OF THE JUNCTION OF
 FC0147'BRADBERRY ROAD, 1.2 MILES EAST OF A STORE, AT THE JUNCTION OF
 FC0147'A ROAD LEADING SOUTH, AT THE GENERAL STORE, 5 YARDS EAST OF
 FC0147'THE EAST END OF A HOUSE, 27 YARDS SOUTH OF THE CENTERLINE OF
 FC0147'THE HIGHWAY, AND 4 FEET EAST OF A SMALL TREE.  A TENNESSEE VALLEY
 FC0147'AUTHORITY STANDARD DISK, STAMPED K 133 1936 AND SET IN THE TOP
 FC0147'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0703 ***********************************************************************
 GD0703  DESIGNATION -  K 134
 GD0703  PID         -  GD0703
 GD0703  STATE/COUNTY-  TN/LAKE
 GD0703  USGS QUAD   -  SAMBURG (1981)
 GD0703
 GD0703                         *CURRENT SURVEY CONTROL
 GD0703  ___________________________________________________________________
 GD0703* NAD 83(1986)-  36 29 30.     (N)    089 22 01.     (W)     SCALED    
 GD0703* NAVD 88     -        89.534  (meters)     293.75   (feet)  ADJUSTED  
 GD0703  ___________________________________________________________________
 GD0703  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0703  DYNAMIC HT  -          89.463 (meters)     293.51  (feet)  COMP
 GD0703  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 GD0703
 GD0703  VERT ORDER  -  FIRST     CLASS I
 GD0703
 GD0703.The horizontal coordinates were scaled from a topographic map and have
 GD0703.an estimated accuracy of +/- 6 seconds.
 GD0703
 GD0703.The orthometric height was determined by differential leveling
 GD0703.and adjusted by the National Geodetic Survey in June 1991..
 GD0703.WARNING-Repeat measurements at this control monument indicate possible
 GD0703.vertical movement.
 GD0703
 GD0703.The geoid height was determined by GEOID03.
 GD0703
 GD0703.The dynamic height is computed by dividing the NAVD 88
 GD0703.geopotential number by the normal gravity value computed on the
 GD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0703.degrees latitude (g = 980.6199 gals.).
 GD0703
 GD0703.The modeled gravity was interpolated from observed gravity values.
 GD0703
 GD0703;                    North         East    Units  Estimated Accuracy
 GD0703;SPC TN       -   244,660.      298,380.      MT  (+/- 180 meters Scaled)
 GD0703
 GD0703                          SUPERSEDED SURVEY CONTROL
 GD0703
 GD0703  NGVD 29 (??/??/??)   89.468  (m)          293.53   (f) ADJUSTED    1 1
 GD0703
 GD0703.Superseded values are not recommended for survey control.
 GD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0703.See file dsdata.txt to determine how the superseded data were derived.
 GD0703
 GD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF879410(NAD 83)
 GD0703_MARKER: DB = BENCH MARK DISK
 GD0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GD0703_SP_SET: CULVERT
 GD0703_STAMPING: K 134 1957
 GD0703_MARK LOGO: CGS   
 GD0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0703+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0703
 GD0703  HISTORY     - Date     Condition        Report By
 GD0703  HISTORY     - 1957     MONUMENTED       CGS
 GD0703  HISTORY     - 1974     GOOD             NGS
 GD0703  HISTORY     - 20000118 GOOD             USE
 GD0703  HISTORY     - 20020730 GOOD             USACE
 GD0703
 GD0703                          STATION DESCRIPTION
 GD0703
 GD0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0703'2.9 MI NE FROM MARKHAM.
 GD0703'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0703'WITH A BLACKTOP ROAD AT NEW MARKHAM, ABOUT 0.90 MILE SOUTHWEST OF THE
 GD0703'KENTUCKY AND TENNESSEE STATE LINE, ABOUT 0.80 MILE NORTHEAST OF A
 GD0703'BLACKTOP ROAD CROSSING THE TRACKS IN THE SMALL COMMUNITY OF PHILLIPPY,
 GD0703'0.10 MILE NORTHEAST OF THE JUNCTION OF A BLACKTOP ROAD LEADING EAST,
 GD0703'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 GD0703'OF A BOX CULVERT WITH WINGWALLS, 16.3 FEET SOUTHEAST OF THE CENTER
 GD0703'LINE OF STATE HIGHWAY 78, 30.6 FEET SOUTHWEST OF A POWER POLE, 5.8
 GD0703'FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE HIGHWAY.
 GD0703
 GD0703                          STATION RECOVERY (2000)
 GD0703
 GD0703'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0703'FOUND AS DESCRIBED.
 GD0703
 GD0703                          STATION RECOVERY (2002)
 GD0703
 GD0703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0815 ***********************************************************************
 GD0815  DESIGNATION -  K 135
 GD0815  PID         -  GD0815
 GD0815  STATE/COUNTY-  TN/DYER
 GD0815  USGS QUAD   -  DYERSBURG (1983)
 GD0815
 GD0815                         *CURRENT SURVEY CONTROL
 GD0815  ___________________________________________________________________
 GD0815* NAD 83(1986)-  36 02 01.     (N)    089 23 10.     (W)     SCALED    
 GD0815* NAVD 88     -        94.993  (meters)     311.66   (feet)  ADJUSTED  
 GD0815  ___________________________________________________________________
 GD0815  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0815  DYNAMIC HT  -          94.913 (meters)     311.39  (feet)  COMP
 GD0815  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0815
 GD0815  VERT ORDER  -  FIRST     CLASS I
 GD0815
 GD0815.The horizontal coordinates were scaled from a topographic map and have
 GD0815.an estimated accuracy of +/- 6 seconds.
 GD0815
 GD0815.The orthometric height was determined by differential leveling
 GD0815.and adjusted by the National Geodetic Survey in June 1991..
 GD0815.WARNING-Repeat measurements at this control monument indicate possible
 GD0815.vertical movement.
 GD0815
 GD0815.The geoid height was determined by GEOID03.
 GD0815
 GD0815.The dynamic height is computed by dividing the NAVD 88
 GD0815.geopotential number by the normal gravity value computed on the
 GD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0815.degrees latitude (g = 980.6199 gals.).
 GD0815
 GD0815.The modeled gravity was interpolated from observed gravity values.
 GD0815
 GD0815;                    North         East    Units  Estimated Accuracy
 GD0815;SPC TN       -   193,920.      294,900.      MT  (+/- 180 meters Scaled)
 GD0815
 GD0815                          SUPERSEDED SURVEY CONTROL
 GD0815
 GD0815  NGVD 29 (??/??/??)   94.922  (m)          311.42   (f) ADJUSTED    1 1
 GD0815
 GD0815.Superseded values are not recommended for survey control.
 GD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0815.See file dsdata.txt to determine how the superseded data were derived.
 GD0815
 GD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE850903(NAD 83)
 GD0815_MARKER: DB = BENCH MARK DISK
 GD0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0815_SP_SET: BUILDING
 GD0815_STAMPING: K 135 1957
 GD0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0815+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0815
 GD0815  HISTORY     - Date     Condition        Report By
 GD0815  HISTORY     - 1957     MONUMENTED       CGS
 GD0815  HISTORY     - 1974     GOOD             NGS
 GD0815  HISTORY     - 20020730 GOOD             USACE
 GD0815
 GD0815                          STATION DESCRIPTION
 GD0815
 GD0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0815'AT DYERSBURG.
 GD0815'AT DYERSBURG, IN NORTHEAST QUARTER OF WEST MASONIC STREET AND
 GD0815'NORTH MILL AVENUE, AT THE POST OFFICE, SET VERTICALLY IN THE
 GD0815'NORTH FACE AT THE NORTHEAST CORNER OF BUILDING, 1.2 FEET WEST
 GD0815'OF NORTHEAST CORNER AND 4 FEET ABOVE GROUND.
 GD0815
 GD0815                          STATION RECOVERY (1974)
 GD0815
 GD0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0815'AT DYERSBURG, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER
 GD0815'OF THE MCIVERS GRANT PUBLIC LIBRARY (OLD POST OFFICE) IN THE REAR OF
 GD0815'THE BUILDING, 104.6 FEET EAST OF THE NORTH MILL AVENUE, 1.2 FEET WEST
 GD0815'OF THE NORTHEAST CORNER OF BUILDING AND 4.9 FEET ABOVE GROUND.
 GD0815
 GD0815                          STATION RECOVERY (2002)
 GD0815
 GD0815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0803 ***********************************************************************
 FE0803  DESIGNATION -  K 14
 FE0803  PID         -  FE0803
 FE0803  STATE/COUNTY-  TN/GIBSON
 FE0803  USGS QUAD   -  TRENTON (1981)
 FE0803
 FE0803                         *CURRENT SURVEY CONTROL
 FE0803  ___________________________________________________________________
 FE0803* NAD 83(1986)-  35 52 40.     (N)    088 55 47.     (W)     SCALED    
 FE0803* NAVD 88     -       115.359  (meters)     378.47   (feet)  ADJUSTED  
 FE0803  ___________________________________________________________________
 FE0803  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0803  DYNAMIC HT  -         115.260 (meters)     378.15  (feet)  COMP
 FE0803  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FE0803
 FE0803  VERT ORDER  -  SECOND    CLASS 0
 FE0803
 FE0803.The horizontal coordinates were scaled from a topographic map and have
 FE0803.an estimated accuracy of +/- 6 seconds.
 FE0803
 FE0803.The orthometric height was determined by differential leveling
 FE0803.and adjusted by the National Geodetic Survey in June 1991..
 FE0803
 FE0803.The geoid height was determined by GEOID03.
 FE0803
 FE0803.The dynamic height is computed by dividing the NAVD 88
 FE0803.geopotential number by the normal gravity value computed on the
 FE0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0803.degrees latitude (g = 980.6199 gals.).
 FE0803
 FE0803.The modeled gravity was interpolated from observed gravity values.
 FE0803
 FE0803;                    North         East    Units  Estimated Accuracy
 FE0803;SPC TN       -   175,310.      335,490.      MT  (+/- 180 meters Scaled)
 FE0803
 FE0803                          SUPERSEDED SURVEY CONTROL
 FE0803
 FE0803  NGVD 29 (??/??/??)  115.399  (m)          378.60   (f) ADJUSTED    2 0
 FE0803
 FE0803.Superseded values are not recommended for survey control.
 FE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0803.See file dsdata.txt to determine how the superseded data were derived.
 FE0803
 FE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE258721(NAD 83)
 FE0803_MARKER: DB = BENCH MARK DISK
 FE0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0803_STAMPING: K 14 1935
 FE0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0803+STABILITY: SURFACE MOTION
 FE0803
 FE0803  HISTORY     - Date     Condition        Report By
 FE0803  HISTORY     - 1935     MONUMENTED       CGS
 FE0803  HISTORY     - 1951     MARK NOT FOUND   CGS
 FE0803  HISTORY     - 1968     GOOD             DOD
 FE0803
 FE0803                          STATION DESCRIPTION
 FE0803
 FE0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FE0803'1.1 MI S FROM FRUITLAND.
 FE0803'1.1 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0803'STATION AT FRUITLAND, GIBSON COUNTY, 7 RAILS NORTH OF MILEPOST
 FE0803'407, AT A FIELD ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 FE0803'OF THE TRACK, AND 27 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 FE0803'A STANDARD DISK, STAMPED K 14 1935 AND SET IN THE TOP OF A
 FE0803'CONCRETE POST.
 FE0803
 FE0803                          STATION RECOVERY (1968)
 FE0803
 FE0803'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0833 ***********************************************************************
 FC0833  DESIGNATION -  K 15
 FC0833  PID         -  FC0833
 FC0833  STATE/COUNTY-  TN/MEIGS
 FC0833  USGS QUAD   -  DECATUR (1973)
 FC0833
 FC0833                         *CURRENT SURVEY CONTROL
 FC0833  ___________________________________________________________________
 FC0833* NAD 83(1986)-  35 30 54.     (N)    084 47 24.     (W)     SCALED    
 FC0833* NAVD 88     -       240.262  (meters)     788.26   (feet)  ADJUSTED  
 FC0833  ___________________________________________________________________
 FC0833  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0833  DYNAMIC HT  -         240.030 (meters)     787.50  (feet)  COMP
 FC0833  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 FC0833
 FC0833  VERT ORDER  -  SECOND    CLASS 0
 FC0833
 FC0833.The horizontal coordinates were scaled from a topographic map and have
 FC0833.an estimated accuracy of +/- 6 seconds.
 FC0833
 FC0833.The orthometric height was determined by differential leveling
 FC0833.and adjusted by the National Geodetic Survey in June 1991..
 FC0833
 FC0833.The geoid height was determined by GEOID03.
 FC0833
 FC0833.The dynamic height is computed by dividing the NAVD 88
 FC0833.geopotential number by the normal gravity value computed on the
 FC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0833.degrees latitude (g = 980.6199 gals.).
 FC0833
 FC0833.The modeled gravity was interpolated from observed gravity values.
 FC0833
 FC0833;                    North         East    Units  Estimated Accuracy
 FC0833;SPC TN       -   131,780.      709,760.      MT  (+/- 180 meters Scaled)
 FC0833
 FC0833                          SUPERSEDED SURVEY CONTROL
 FC0833
 FC0833  NGVD 29 (??/??/92)  240.333  (m)          788.49   (f) ADJ UNCH    2 0
 FC0833
 FC0833.Superseded values are not recommended for survey control.
 FC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0833.See file dsdata.txt to determine how the superseded data were derived.
 FC0833
 FC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE004324(NAD 83)
 FC0833_MARKER: DB = BENCH MARK DISK
 FC0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0833_SP_SET: BUILDING
 FC0833_STAMPING: K 15 1933
 FC0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0833
 FC0833  HISTORY     - Date     Condition        Report By
 FC0833  HISTORY     - 1933     MONUMENTED       CGS
 FC0833  HISTORY     - 1949     GOOD             NGS
 FC0833
 FC0833                          STATION DESCRIPTION
 FC0833
 FC0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0833'AT DECATUR.
 FC0833'AT DECATUR, MEIGS COUNTY, ON STATE HIGHWAY 30, IN THE SOUTH FACE
 FC0833'OF THE COUNTY COURTHOUSE, 2 FEET EAST OF THE SOUTHWEST CORNER
 FC0833'OF THE BUILDING, AND 4 FEET ABOVE GROUND.  A STANDARD DISK,
 FC0833'STAMPED K 15 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1781 ***********************************************************************
 FE1781  DESIGNATION -  K 151
 FE1781  PID         -  FE1781
 FE1781  STATE/COUNTY-  TN/LAUDERDALE
 FE1781  USGS QUAD   -  GOLDDUST (1983)
 FE1781
 FE1781                         *CURRENT SURVEY CONTROL
 FE1781  ___________________________________________________________________
 FE1781* NAD 83(1986)-  35 44 26.     (N)    089 49 22.     (W)     SCALED    
 FE1781* NAVD 88     -        76.986  (meters)     252.58   (feet)  ADJUSTED  
 FE1781  ___________________________________________________________________
 FE1781  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1781  DYNAMIC HT  -          76.921 (meters)     252.37  (feet)  COMP
 FE1781  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 FE1781
 FE1781  VERT ORDER  -  SECOND    CLASS 0
 FE1781
 FE1781.The horizontal coordinates were scaled from a topographic map and have
 FE1781.an estimated accuracy of +/- 6 seconds.
 FE1781
 FE1781.The orthometric height was determined by differential leveling
 FE1781.and adjusted by the National Geodetic Survey in June 1991..
 FE1781
 FE1781.The geoid height was determined by GEOID03.
 FE1781
 FE1781.The dynamic height is computed by dividing the NAVD 88
 FE1781.geopotential number by the normal gravity value computed on the
 FE1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1781.degrees latitude (g = 980.6199 gals.).
 FE1781
 FE1781.The modeled gravity was interpolated from observed gravity values.
 FE1781
 FE1781;                    North         East    Units  Estimated Accuracy
 FE1781;SPC TN       -   162,880.      254,300.      MT  (+/- 180 meters Scaled)
 FE1781
 FE1781                          SUPERSEDED SURVEY CONTROL
 FE1781
 FE1781  NGVD 29 (??/??/??)   76.980  (m)          252.56   (f) ADJUSTED    2 0
 FE1781
 FE1781.Superseded values are not recommended for survey control.
 FE1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1781.See file dsdata.txt to determine how the superseded data were derived.
 FE1781
 FE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE447588(NAD 83)
 FE1781_MARKER: DB = BENCH MARK DISK
 FE1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1781_STAMPING: K 151 1943
 FE1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1781+STABILITY: SURFACE MOTION
 FE1781
 FE1781  HISTORY     - Date     Condition        Report By
 FE1781  HISTORY     - 1943     MONUMENTED       CGS
 FE1781  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1781
 FE1781                          STATION DESCRIPTION
 FE1781
 FE1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1781'2.8 MI SW FROM GOLDDUST.
 FE1781'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1781'LAUDERDALE COUNTY, THENCE 2.1 MILES NORTHEAST ALONG A ROAD, 2.8
 FE1781'MILES SOUTHWEST OF THE POST OFFICE AT ASHPORT, ON THE HIGHEST
 FE1781'POINT OF A KNOLL SOUTH OF THE ROAD, 90 FEET WEST OF THE WEST
 FE1781'BANK OF A SMALL SLOUGH, 24.5 FEET SOUTH OF THE CENTERLINE OF THE
 FE1781'ROAD, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.4 FEET EAST OF A
 FE1781'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 FE1781'ROAD.  A STANDARD DISK, STAMPED K 151 1943 AND SET IN THE TOP
 FE1781'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 FE1781
 FE1781                          STATION RECOVERY (2002)
 FE1781
 FE1781'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0585 ***********************************************************************
 FE0585  DESIGNATION -  K 155
 FE0585  PID         -  FE0585
 FE0585  STATE/COUNTY-  TN/HARDEMAN
 FE0585  USGS QUAD   -  MIDDLETON (1980)
 FE0585
 FE0585                         *CURRENT SURVEY CONTROL
 FE0585  ___________________________________________________________________
 FE0585* NAD 83(1986)-  35 02 30.     (N)    088 53 36.     (W)     SCALED    
 FE0585* NAVD 88     -       129.269  (meters)     424.11   (feet)  ADJUSTED  
 FE0585  ___________________________________________________________________
 FE0585  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0585  DYNAMIC HT  -         129.146 (meters)     423.71  (feet)  COMP
 FE0585  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FE0585
 FE0585  VERT ORDER  -  FIRST     CLASS II
 FE0585
 FE0585.The horizontal coordinates were scaled from a topographic map and have
 FE0585.an estimated accuracy of +/- 6 seconds.
 FE0585
 FE0585.The orthometric height was determined by differential leveling
 FE0585.and adjusted by the National Geodetic Survey in June 1991..
 FE0585
 FE0585.The geoid height was determined by GEOID03.
 FE0585
 FE0585.The dynamic height is computed by dividing the NAVD 88
 FE0585.geopotential number by the normal gravity value computed on the
 FE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0585.degrees latitude (g = 980.6199 gals.).
 FE0585
 FE0585.The modeled gravity was interpolated from observed gravity values.
 FE0585
 FE0585;                    North         East    Units  Estimated Accuracy
 FE0585;SPC TN       -    82,490.      336,030.      MT  (+/- 180 meters Scaled)
 FE0585
 FE0585                          SUPERSEDED SURVEY CONTROL
 FE0585
 FE0585  NGVD 29 (??/??/??)  129.240  (m)          424.01   (f) ADJUSTED    1 2
 FE0585
 FE0585.Superseded values are not recommended for survey control.
 FE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0585.See file dsdata.txt to determine how the superseded data were derived.
 FE0585
 FE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD273793(NAD 83)
 FE0585_MARKER: DB = BENCH MARK DISK
 FE0585_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FE0585+WITH SETTING: PAVEMENT
 FE0585_STAMPING: K 155 1944
 FE0585_MARK LOGO: CGS   
 FE0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0585+STABILITY: SURFACE MOTION
 FE0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0585+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE0585
 FE0585  HISTORY     - Date     Condition        Report By
 FE0585  HISTORY     - 1944     MONUMENTED       CGS
 FE0585  HISTORY     - 1974     GOOD             TVA
 FE0585  HISTORY     - 1983     GOOD             NGS
 FE0585  HISTORY     - 20020919 GOOD             USACE
 FE0585
 FE0585                          STATION DESCRIPTION
 FE0585
 FE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0585'1.5 MI S FROM MIDDLETON.
 FE0585'1.5 MILES SOUTH ALONG THE GULF, MOBILE AND NORTHERN RAILROAD
 FE0585'FROM THE STATION AT MIDDLETON, HARDEMAN COUNTY, AT THE CROSSING
 FE0585'OF STATE HIGHWAY 57, 20 FEET SOUTH OF THE CENTERLINE OF THE
 FE0585'HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN THE
 FE0585'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE HIGHWAY
 FE0585'WARNING-AND-STOP SIGN.  A STANDARD DISK, STAMPED K 155 1944.
 FE0585
 FE0585                          STATION RECOVERY (1974)
 FE0585
 FE0585'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FE0585'RECOVERED IN GOOD CONDITION.
 FE0585
 FE0585                          STATION RECOVERY (1983)
 FE0585
 FE0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0585'RECOVERED IN GOOD CONDITION.  NOTE, ALSO AT THE JUNCTION OF STATE
 FE0585'HIGHWAY 57 AND STATE ROUTE 125 AT THE CROSSING OF THE ILLINOIS CENTRAL
 FE0585'GULF RAILROAD, JUST SOUTH OF MIDDLETON.
 FE0585
 FE0585                          STATION RECOVERY (2002)
 FE0585
 FE0585'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0999 ***********************************************************************
 FE0999  DESIGNATION -  K 156
 FE0999  PID         -  FE0999
 FE0999  STATE/COUNTY-  TN/HARDEMAN
 FE0999  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0999
 FE0999                         *CURRENT SURVEY CONTROL
 FE0999  ___________________________________________________________________
 FE0999* NAD 83(1986)-  35 02 53.     (N)    089 09 13.     (W)     SCALED    
 FE0999* NAVD 88     -       169.851  (meters)     557.25   (feet)  ADJUSTED  
 FE0999  ___________________________________________________________________
 FE0999  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0999  DYNAMIC HT  -         169.690 (meters)     556.72  (feet)  COMP
 FE0999  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 FE0999
 FE0999  VERT ORDER  -  FIRST     CLASS II
 FE0999
 FE0999.The horizontal coordinates were scaled from a topographic map and have
 FE0999.an estimated accuracy of +/- 6 seconds.
 FE0999
 FE0999.The orthometric height was determined by differential leveling
 FE0999.and adjusted by the National Geodetic Survey in June 1991..
 FE0999
 FE0999.The geoid height was determined by GEOID03.
 FE0999
 FE0999.The dynamic height is computed by dividing the NAVD 88
 FE0999.geopotential number by the normal gravity value computed on the
 FE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0999.degrees latitude (g = 980.6199 gals.).
 FE0999
 FE0999.The modeled gravity was interpolated from observed gravity values.
 FE0999
 FE0999;                    North         East    Units  Estimated Accuracy
 FE0999;SPC TN       -    83,940.      312,320.      MT  (+/- 180 meters Scaled)
 FE0999
 FE0999                          SUPERSEDED SURVEY CONTROL
 FE0999
 FE0999  NGVD 29 (??/??/??)  169.794  (m)          557.07   (f) ADJUSTED    1 2
 FE0999
 FE0999.Superseded values are not recommended for survey control.
 FE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0999.See file dsdata.txt to determine how the superseded data were derived.
 FE0999
 FE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD035804(NAD 83)
 FE0999_MARKER: DB = BENCH MARK DISK
 FE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0999_STAMPING: K 156 1944
 FE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0999+STABILITY: SURFACE MOTION
 FE0999
 FE0999  HISTORY     - Date     Condition        Report By
 FE0999  HISTORY     - 1944     MONUMENTED       CGS
 FE0999  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0999
 FE0999                          STATION DESCRIPTION
 FE0999
 FE0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0999'1.8 MI E FROM GRAND JUNCTION.
 FE0999'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0999'GRAND JUNCTION, HARDEMAN COUNTY, 240 FEET EAST OF MILEPOST 497,
 FE0999'38 FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A
 FE0999'WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 FE0999'TRACK.  A STANDARD DISK, STAMPED K 156 1944 AND SET IN THE TOP
 FE0999'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE0999
 FE0999                          STATION RECOVERY (1983)
 FE0999
 FE0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0999'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1145 ***********************************************************************
 FE1145  DESIGNATION -  K 157
 FE1145  PID         -  FE1145
 FE1145  STATE/COUNTY-  TN/FAYETTE
 FE1145  USGS QUAD   -  ROSSVILLE (1981)
 FE1145
 FE1145                         *CURRENT SURVEY CONTROL
 FE1145  ___________________________________________________________________
 FE1145* NAD 83(1986)-  35 02 53.     (N)    089 36 19.     (W)     SCALED    
 FE1145* NAVD 88     -       101.317  (meters)     332.40   (feet)  ADJUSTED  
 FE1145  ___________________________________________________________________
 FE1145  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1145  DYNAMIC HT  -         101.223 (meters)     332.10  (feet)  COMP
 FE1145  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE1145
 FE1145  VERT ORDER  -  FIRST     CLASS II
 FE1145
 FE1145.The horizontal coordinates were scaled from a topographic map and have
 FE1145.an estimated accuracy of +/- 6 seconds.
 FE1145
 FE1145.The orthometric height was determined by differential leveling
 FE1145.and adjusted by the National Geodetic Survey in June 1991..
 FE1145
 FE1145.The geoid height was determined by GEOID03.
 FE1145
 FE1145.The dynamic height is computed by dividing the NAVD 88
 FE1145.geopotential number by the normal gravity value computed on the
 FE1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1145.degrees latitude (g = 980.6199 gals.).
 FE1145
 FE1145.The modeled gravity was interpolated from observed gravity values.
 FE1145
 FE1145;                    North         East    Units  Estimated Accuracy
 FE1145;SPC TN       -    85,360.      271,130.      MT  (+/- 180 meters Scaled)
 FE1145
 FE1145                          SUPERSEDED SURVEY CONTROL
 FE1145
 FE1145  NGVD 29 (??/??/??)  101.262  (m)          332.22   (f) ADJUSTED    1 2
 FE1145
 FE1145.Superseded values are not recommended for survey control.
 FE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1145.See file dsdata.txt to determine how the superseded data were derived.
 FE1145
 FE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD623814(NAD 83)
 FE1145_MARKER: DB = BENCH MARK DISK
 FE1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1145_SP_SET: CULVERT
 FE1145_STAMPING: K 157 1944
 FE1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1145
 FE1145  HISTORY     - Date     Condition        Report By
 FE1145  HISTORY     - 1944     MONUMENTED       CGS
 FE1145  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1145
 FE1145                          STATION DESCRIPTION
 FE1145
 FE1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1145'3.5 MI W FROM ROSSVILLE.
 FE1145'3.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1145'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 524 AND 525,
 FE1145'AT A LARGE STONE-ARCH CULVERT, IN THE TOP OF THE CENTER STONE
 FE1145'OF THE SOUTH HEADWALL, 9.5 FEET SOUTH OF THE CENTERLINE OF THE
 FE1145'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 FE1145'STAMPED K 157 1944.  NOTE-- IT WAS REPORTED IN MAY 1944 THAT THIS
 FE1145'BENCH MARK IS LIKELY TO BE COVERED WITH LARGE STONES AND EARTH.
 FE1145
 FE1145                          STATION RECOVERY (1983)
 FE1145
 FE1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1145'NOT SEARCHED FOR, MAIN LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0528 ***********************************************************************
 FE0528  DESIGNATION -  K 158
 FE0528  PID         -  FE0528
 FE0528  STATE/COUNTY-  TN/MCNAIRY
 FE0528  USGS QUAD   -  PURDY (1984)
 FE0528
 FE0528                         *CURRENT SURVEY CONTROL
 FE0528  ___________________________________________________________________
 FE0528* NAD 83(1986)-  35 12 34.     (N)    088 35 52.     (W)     SCALED    
 FE0528* NAVD 88     -       137.769  (meters)     452.00   (feet)  ADJUSTED  
 FE0528  ___________________________________________________________________
 FE0528  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0528  DYNAMIC HT  -         137.642 (meters)     451.58  (feet)  COMP
 FE0528  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 FE0528
 FE0528  VERT ORDER  -  FIRST     CLASS II
 FE0528
 FE0528.The horizontal coordinates were scaled from a topographic map and have
 FE0528.an estimated accuracy of +/- 6 seconds.
 FE0528
 FE0528.The orthometric height was determined by differential leveling
 FE0528.and adjusted by the National Geodetic Survey in June 1991..
 FE0528
 FE0528.The geoid height was determined by GEOID03.
 FE0528
 FE0528.The dynamic height is computed by dividing the NAVD 88
 FE0528.geopotential number by the normal gravity value computed on the
 FE0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0528.degrees latitude (g = 980.6199 gals.).
 FE0528
 FE0528.The modeled gravity was interpolated from observed gravity values.
 FE0528
 FE0528;                    North         East    Units  Estimated Accuracy
 FE0528;SPC TN       -   100,340.      363,490.      MT  (+/- 180 meters Scaled)
 FE0528
 FE0528                          SUPERSEDED SURVEY CONTROL
 FE0528
 FE0528  NGVD 29 (??/??/??)  137.769  (m)          452.00   (f) ADJUSTED    1 2
 FE0528
 FE0528.Superseded values are not recommended for survey control.
 FE0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0528.See file dsdata.txt to determine how the superseded data were derived.
 FE0528
 FE0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD545974(NAD 83)
 FE0528_MARKER: DB = BENCH MARK DISK
 FE0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0528_SP_SET: CONCRETE BASE
 FE0528_STAMPING: K 158 1944
 FE0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0528
 FE0528  HISTORY     - Date     Condition        Report By
 FE0528  HISTORY     - 1944     MONUMENTED       CGS
 FE0528  HISTORY     - 1948     GOOD             CGS
 FE0528  HISTORY     - 1972     GOOD             TVA
 FE0528  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0528
 FE0528                          STATION DESCRIPTION
 FE0528
 FE0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0528'1.8 MI S FROM BETHEL SPRINGS.
 FE0528'ABOUT 1.75 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0528'FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.2 MILE NORTHWEST OF
 FE0528'A FARM ROAD CROSSING, 7 RAILS SOUTHEAST OF TRESTLE NO. 351/07, 29
 FE0528'YARDS NORTHWEST OF MILE POST 351, SET IN THE TOP OF THE NORTH
 FE0528'CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 351/0, 9.5 FEET
 FE0528'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 FE0528
 FE0528                          STATION RECOVERY (1972)
 FE0528
 FE0528'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0528'RECOVERED IN GOOD CONDITION.
 FE0528
 FE0528                          STATION RECOVERY (2002)
 FE0528
 FE0528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0528'SUSPECTED DESTROYED, SIGNAL BASE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0489 ***********************************************************************
 FE0489  DESIGNATION -  K 159
 FE0489  PID         -  FE0489
 FE0489  STATE/COUNTY-  TN/CHESTER
 FE0489  USGS QUAD   -  HENDERSON (1983)
 FE0489
 FE0489                         *CURRENT SURVEY CONTROL
 FE0489  ___________________________________________________________________
 FE0489* NAD 83(1986)-  35 28 02.     (N)    088 40 23.     (W)     SCALED    
 FE0489* NAVD 88     -       118.728  (meters)     389.53   (feet)  ADJUSTED  
 FE0489  ___________________________________________________________________
 FE0489  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0489  DYNAMIC HT  -         118.620 (meters)     389.17  (feet)  COMP
 FE0489  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE0489
 FE0489  VERT ORDER  -  FIRST     CLASS II
 FE0489
 FE0489.The horizontal coordinates were scaled from a topographic map and have
 FE0489.an estimated accuracy of +/- 6 seconds.
 FE0489
 FE0489.The orthometric height was determined by differential leveling
 FE0489.and adjusted by the National Geodetic Survey in June 1991..
 FE0489
 FE0489.The geoid height was determined by GEOID03.
 FE0489
 FE0489.The dynamic height is computed by dividing the NAVD 88
 FE0489.geopotential number by the normal gravity value computed on the
 FE0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0489.degrees latitude (g = 980.6199 gals.).
 FE0489
 FE0489.The modeled gravity was interpolated from observed gravity values.
 FE0489
 FE0489;                    North         East    Units  Estimated Accuracy
 FE0489;SPC TN       -   129,120.      357,420.      MT  (+/- 180 meters Scaled)
 FE0489
 FE0489                          SUPERSEDED SURVEY CONTROL
 FE0489
 FE0489  NGVD 29 (??/??/??)  118.751  (m)          389.60   (f) ADJUSTED    1 2
 FE0489
 FE0489.Superseded values are not recommended for survey control.
 FE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0489.See file dsdata.txt to determine how the superseded data were derived.
 FE0489
 FE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE481261(NAD 83)
 FE0489_MARKER: DB = BENCH MARK DISK
 FE0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0489_SP_SET: CULVERT
 FE0489_STAMPING: K 159 1944
 FE0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0489
 FE0489  HISTORY     - Date     Condition        Report By
 FE0489  HISTORY     - 1944     MONUMENTED       CGS
 FE0489  HISTORY     - 1948     GOOD             CGS
 FE0489  HISTORY     - 1972     GOOD             TVA
 FE0489
 FE0489                          STATION DESCRIPTION
 FE0489
 FE0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0489'2.8 MI NW FROM HENDERSON.
 FE0489'ABOUT 2.85 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0489'RAILROAD FROM THE STATION AT HENDERSON, ABOUT 0.35 MILE SOUTHEAST
 FE0489'OF MILE POST 372, ABOUT 0.65 MILE NORTHWEST OF U.S. HIGHWAY 45
 FE0489'CITY ROUTE OVER THE RAILROAD, SET IN THE TOP OF THE SOUTHWEST
 FE0489'HEAD WALL AND OVER THE CENTER PARTITION OF A 16-FOOT CONCRETE
 FE0489'CULVERT, ABOUT 100 YARDS SOUTH OF A SIGNAL CONTROL BOX, 15
 FE0489'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK AND ABOUT 6.5
 FE0489'FEET BELOW THE TRACK.
 FE0489
 FE0489                          STATION RECOVERY (1972)
 FE0489
 FE0489'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0337 ***********************************************************************
 FC0337  DESIGNATION -  K 16
 FC0337  PID         -  FC0337
 FC0337  STATE/COUNTY-  TN/POLK
 FC0337  USGS QUAD   -  FARNER (1978)
 FC0337
 FC0337                         *CURRENT SURVEY CONTROL
 FC0337  ___________________________________________________________________
 FC0337* NAD 83(1986)-  35 10 22.     (N)    084 20 44.     (W)     SCALED    
 FC0337* NAVD 88     -       332.262  (meters)    1090.10   (feet)  ADJUSTED  
 FC0337  ___________________________________________________________________
 FC0337  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FC0337  DYNAMIC HT  -         331.924 (meters)    1088.99  (feet)  COMP
 FC0337  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 FC0337
 FC0337  VERT ORDER  -  SECOND    CLASS 0
 FC0337
 FC0337.The horizontal coordinates were scaled from a topographic map and have
 FC0337.an estimated accuracy of +/- 6 seconds.
 FC0337
 FC0337.The orthometric height was determined by differential leveling
 FC0337.and adjusted by the National Geodetic Survey in June 1991..
 FC0337
 FC0337.The geoid height was determined by GEOID03.
 FC0337
 FC0337.The dynamic height is computed by dividing the NAVD 88
 FC0337.geopotential number by the normal gravity value computed on the
 FC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0337.degrees latitude (g = 980.6199 gals.).
 FC0337
 FC0337.The modeled gravity was interpolated from observed gravity values.
 FC0337
 FC0337;                    North         East    Units  Estimated Accuracy
 FC0337;SPC TN       -    94,410.      750,710.      MT  (+/- 180 meters Scaled)
 FC0337
 FC0337                          SUPERSEDED SURVEY CONTROL
 FC0337
 FC0337  NGVD 29 (??/??/92)  332.306  (m)         1090.24   (f) ADJ UNCH    2 0
 FC0337
 FC0337.Superseded values are not recommended for survey control.
 FC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0337.See file dsdata.txt to determine how the superseded data were derived.
 FC0337
 FC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD417954(NAD 83)
 FC0337_MARKER: DB = BENCH MARK DISK
 FC0337_SETTING: 66 = SET IN ROCK OUTCROP
 FC0337_SP_SET: LEDGE
 FC0337_STAMPING: K 16 1933
 FC0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0337+STABILITY: POSITION/ELEVATION WELL
 FC0337
 FC0337  HISTORY     - Date     Condition        Report By
 FC0337  HISTORY     - 1933     MONUMENTED       CGS
 FC0337  HISTORY     - 1951     MARK NOT FOUND   NGS
 FC0337
 FC0337                          STATION DESCRIPTION
 FC0337
 FC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0337'1.6 MI W FROM APALACHIA.
 FC0337'1.6 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0337'THE STATION AT APALACHIA, POLK COUNTY, 0.4 MILE WEST OF MILEPOST
 FC0337'L 359, BETWEEN THE TRACK AND HIWASSEE RIVER, 5.8 FEET NORTH OF
 FC0337'THE NORTH RAIL, AND IN THE TOP OF A STONE LEDGE, ABOUT 6 INCHES
 FC0337'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0704 ***********************************************************************
 FE0704  DESIGNATION -  K 160
 FE0704  PID         -  FE0704
 FE0704  STATE/COUNTY-  TN/MADISON
 FE0704  USGS QUAD   -  MEDINA (1981)
 FE0704
 FE0704                         *CURRENT SURVEY CONTROL
 FE0704  ___________________________________________________________________
 FE0704* NAD 83(1986)-  35 47 32.     (N)    088 46 59.     (W)     SCALED    
 FE0704* NAVD 88     -       142.347  (meters)     467.02   (feet)  ADJUSTED  
 FE0704  ___________________________________________________________________
 FE0704  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0704  DYNAMIC HT  -         142.223 (meters)     466.61  (feet)  COMP
 FE0704  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 FE0704
 FE0704  VERT ORDER  -  FIRST     CLASS II
 FE0704
 FE0704.The horizontal coordinates were scaled from a topographic map and have
 FE0704.an estimated accuracy of +/- 6 seconds.
 FE0704
 FE0704.The orthometric height was determined by differential leveling
 FE0704.and adjusted by the National Geodetic Survey in June 1991..
 FE0704
 FE0704.The geoid height was determined by GEOID03.
 FE0704
 FE0704.The dynamic height is computed by dividing the NAVD 88
 FE0704.geopotential number by the normal gravity value computed on the
 FE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0704.degrees latitude (g = 980.6199 gals.).
 FE0704
 FE0704.The modeled gravity was interpolated from observed gravity values.
 FE0704
 FE0704;                    North         East    Units  Estimated Accuracy
 FE0704;SPC TN       -   165,440.      348,460.      MT  (+/- 180 meters Scaled)
 FE0704
 FE0704                          SUPERSEDED SURVEY CONTROL
 FE0704
 FE0704  NGVD 29 (??/??/??)  142.399  (m)          467.19   (f) ADJUSTED    1 2
 FE0704
 FE0704.Superseded values are not recommended for survey control.
 FE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0704.See file dsdata.txt to determine how the superseded data were derived.
 FE0704
 FE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388623(NAD 83)
 FE0704_MARKER: DB = BENCH MARK DISK
 FE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0704_STAMPING: K 160 1944
 FE0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0704+STABILITY: SURFACE MOTION
 FE0704
 FE0704  HISTORY     - Date     Condition        Report By
 FE0704  HISTORY     - 1944     MONUMENTED       CGS
 FE0704  HISTORY     - 1948     GOOD             CGS
 FE0704  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0704
 FE0704                          STATION DESCRIPTION
 FE0704
 FE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0704'0.8 MI S FROM MEDINA.
 FE0704'ABOUT 0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0704'THE STATION AT MEDINA, ABOUT 0.2 MILE NORTH OF MILE POST C 458,
 FE0704'ABOUT 40 YARDS SOUTH OF THE INTERSECTION OF A POWER TRANSMISSION
 FE0704'LINE, 32.5 FEET WEST OF THE WEST RAIL, 23 FEET NORTH OF THE
 FE0704'CENTER LINE OF A SMALL DIRT ROAD, 27.5 FEET SOUTH OF A TELEPHONE
 FE0704'POLE, 23 FEET NORTHEAST OF A GARDEN FENCE CORNER, 2 FEET SOUTH
 FE0704'OF A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE TRACK AND
 FE0704'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0704
 FE0704                          STATION RECOVERY (2002)
 FE0704
 FE0704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0704'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0367 ***********************************************************************
 GD0367  DESIGNATION -  K 161
 GD0367  PID         -  GD0367
 GD0367  STATE/COUNTY-  TN/GIBSON
 GD0367  USGS QUAD   -  BRADFORD (1985)
 GD0367
 GD0367                         *CURRENT SURVEY CONTROL
 GD0367  ___________________________________________________________________
 GD0367* NAD 83(1986)-  36 06 08.     (N)    088 48 20.     (W)     SCALED    
 GD0367* NAVD 88     -       100.538  (meters)     329.85   (feet)  ADJUSTED  
 GD0367  ___________________________________________________________________
 GD0367  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0367  DYNAMIC HT  -         100.454 (meters)     329.57  (feet)  COMP
 GD0367  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GD0367
 GD0367  VERT ORDER  -  FIRST     CLASS II
 GD0367
 GD0367.The horizontal coordinates were scaled from a topographic map and have
 GD0367.an estimated accuracy of +/- 6 seconds.
 GD0367
 GD0367.The orthometric height was determined by differential leveling
 GD0367.and adjusted by the National Geodetic Survey in June 1991..
 GD0367
 GD0367.The geoid height was determined by GEOID03.
 GD0367
 GD0367.The dynamic height is computed by dividing the NAVD 88
 GD0367.geopotential number by the normal gravity value computed on the
 GD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0367.degrees latitude (g = 980.6199 gals.).
 GD0367
 GD0367.The modeled gravity was interpolated from observed gravity values.
 GD0367
 GD0367;                    North         East    Units  Estimated Accuracy
 GD0367;SPC TN       -   199,880.      347,410.      MT  (+/- 180 meters Scaled)
 GD0367
 GD0367                          SUPERSEDED SURVEY CONTROL
 GD0367
 GD0367  NGVD 29 (??/??/??)  100.576  (m)          329.97   (f) ADJUSTED    1 2
 GD0367
 GD0367.Superseded values are not recommended for survey control.
 GD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0367.See file dsdata.txt to determine how the superseded data were derived.
 GD0367
 GD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE374967(NAD 83)
 GD0367_MARKER: DB = BENCH MARK DISK
 GD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0367_STAMPING: K 161 1944
 GD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0367+STABILITY: SURFACE MOTION
 GD0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0367+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0367
 GD0367  HISTORY     - Date     Condition        Report By
 GD0367  HISTORY     - 1944     MONUMENTED       CGS
 GD0367  HISTORY     - 1967     GOOD             CGS
 GD0367  HISTORY     - 1990     GOOD             USPSQD
 GD0367  HISTORY     - 20020826 GOOD             USACE
 GD0367
 GD0367                          STATION DESCRIPTION
 GD0367
 GD0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0367'1.9 MI N FROM BRADFORD.
 GD0367'THIS BENCH MARK IS ABOUT 1.9 MILES NORTH ALONG THE ILLINOIS
 GD0367'CENTRAL RAILROAD FROM THE STATION AT BRADFORD, AT A PUBLIC ROAD
 GD0367'CROSSING ABOUT 99 YARDS SOUTH OF MILE POST C 435, 61 FEET
 GD0367'NORTHWEST OF THE CENTER OF THE CROSSING, 46 FEET WEST OF THE
 GD0367'WEST RAIL, 29 FEET NORTH OF THE APPROXIMATE CENTER OF A ROAD,
 GD0367'9.2 FEET NORTHWEST OF A POWERLINE BRACE POLE, AND 0.6 OF A FOOT
 GD0367'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD0367'SET IN THE TOP OF A 7-INCH, SQUARE, CONCRETE POST THAT PROJECTS
 GD0367'ABOUT 10 INCHES AND THE DISK IS STAMPED K 161 1944.
 GD0367
 GD0367                          STATION RECOVERY (1990)
 GD0367
 GD0367'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0367'RECOVERED IN GOOD CONDITION.
 GD0367
 GD0367                          STATION RECOVERY (2002)
 GD0367
 GD0367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0367'ROAD CROSSING IS LILLIE BROWN RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1276 ***********************************************************************
 GA1276  DESIGNATION -  K 162
 GA1276  PID         -  GA1276
 GA1276  STATE/COUNTY-  TN/HAWKINS
 GA1276  USGS QUAD   -  CHURCH HILL (1991)
 GA1276
 GA1276                         *CURRENT SURVEY CONTROL
 GA1276  ___________________________________________________________________
 GA1276* NAD 83(1986)-  36 31 34.     (N)    082 41 37.     (W)     SCALED    
 GA1276* NAVD 88     -       383.202  (meters)    1257.22   (feet)  ADJUSTED  
 GA1276  ___________________________________________________________________
 GA1276  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1276  DYNAMIC HT  -         382.857 (meters)    1256.09  (feet)  COMP
 GA1276  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1276
 GA1276  VERT ORDER  -  FIRST     CLASS I
 GA1276
 GA1276.The horizontal coordinates were scaled from a topographic map and have
 GA1276.an estimated accuracy of +/- 6 seconds.
 GA1276
 GA1276.The orthometric height was determined by differential leveling
 GA1276.and adjusted by the National Geodetic Survey in June 1991..
 GA1276
 GA1276.The geoid height was determined by GEOID03.
 GA1276
 GA1276.The dynamic height is computed by dividing the NAVD 88
 GA1276.geopotential number by the normal gravity value computed on the
 GA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1276.degrees latitude (g = 980.6199 gals.).
 GA1276
 GA1276.The modeled gravity was interpolated from observed gravity values.
 GA1276
 GA1276;                    North         East    Units  Estimated Accuracy
 GA1276;SPC TN       -   248,300.      896,070.      MT  (+/- 180 meters Scaled)
 GA1276
 GA1276                          SUPERSEDED SURVEY CONTROL
 GA1276
 GA1276  NGVD 29 (??/??/92)  383.344  (m)         1257.69   (f) ADJ UNCH    1 1
 GA1276
 GA1276.Superseded values are not recommended for survey control.
 GA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1276.See file dsdata.txt to determine how the superseded data were derived.
 GA1276
 GA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA483436(NAD 83)
 GA1276_MARKER: DB = BENCH MARK DISK
 GA1276_SETTING: 80 = SET IN A BOULDER
 GA1276_SP_SET: BOULDER
 GA1276_STAMPING: K 162 1967
 GA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1276+STABILITY: SURFACE MOTION
 GA1276
 GA1276  HISTORY     - Date     Condition        Report By
 GA1276  HISTORY     - 1967     MONUMENTED       CGS
 GA1276  HISTORY     - 20030904 GOOD             GEOCAC
 GA1276
 GA1276                          STATION DESCRIPTION
 GA1276
 GA1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1276'0.7 MI E FROM CHURCH HILL.
 GA1276'ABOUT 0.7 MILE EAST ALONG THE SOUTHERN RAILWAY COMAPNY RAILROAD
 GA1276'FROM THE STATION AT CHURCH HILL, 0.2 MILE WEST OF MILEPOST 53,
 GA1276'108 YARDS NORTHWEST AND ACROSS U.S. HIGHWAY 11 W FROM THE
 GA1276'RIDGEWAY MOTEL, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1276'TRACK, SET IN THE TOP OF A 4- X 9-FOOT SLOPING BOULDER WHICH
 GA1276'PROJECTS 2 FEET ON THE SOUTHEAST SIDE, 45 FEET NORTHWEST OF THE
 GA1276'CENTERLINE OF U.S. HIGHWAY 11 W, 17 FEET NORTH OF THE MORE
 GA1276'NORTHERLY OF TWO IRON PIPES WHICH SUPPORT A NEON SIGN THAT
 GA1276'READS MOTEL, ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GA1276'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 GA1276
 GA1276                          STATION RECOVERY (2003)
 GA1276
 GA1276'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1858 ***********************************************************************
 GA1858  DESIGNATION -  K 163
 GA1858  PID         -  GA1858
 GA1858  STATE/COUNTY-  TN/HAMBLEN
 GA1858  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1858
 GA1858                         *CURRENT SURVEY CONTROL
 GA1858  ___________________________________________________________________
 GA1858* NAD 83(1986)-  36 15 46.     (N)    083 10 05.     (W)     SCALED    
 GA1858* NAVD 88     -       382.305  (meters)    1254.28   (feet)  ADJUSTED  
 GA1858  ___________________________________________________________________
 GA1858  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1858  DYNAMIC HT  -         381.957 (meters)    1253.14  (feet)  COMP
 GA1858  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 GA1858
 GA1858  VERT ORDER  -  FIRST     CLASS I
 GA1858
 GA1858.The horizontal coordinates were scaled from a topographic map and have
 GA1858.an estimated accuracy of +/- 6 seconds.
 GA1858
 GA1858.The orthometric height was determined by differential leveling
 GA1858.and adjusted by the National Geodetic Survey in June 1991..
 GA1858
 GA1858.The geoid height was determined by GEOID03.
 GA1858
 GA1858.The dynamic height is computed by dividing the NAVD 88
 GA1858.geopotential number by the normal gravity value computed on the
 GA1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1858.degrees latitude (g = 980.6199 gals.).
 GA1858
 GA1858.The modeled gravity was interpolated from observed gravity values.
 GA1858
 GA1858;                    North         East    Units  Estimated Accuracy
 GA1858;SPC TN       -   217,750.      854,450.      MT  (+/- 180 meters Scaled)
 GA1858
 GA1858                          SUPERSEDED SURVEY CONTROL
 GA1858
 GA1858  NGVD 29 (??/??/92)  382.451  (m)         1254.76   (f) ADJ UNCH    1 1
 GA1858
 GA1858.Superseded values are not recommended for survey control.
 GA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1858.See file dsdata.txt to determine how the superseded data were derived.
 GA1858
 GA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA052152(NAD 83)
 GA1858_MARKER: DB = BENCH MARK DISK
 GA1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1858_STAMPING: K 163 1967
 GA1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1858+STABILITY: SURFACE MOTION
 GA1858
 GA1858  HISTORY     - Date     Condition        Report By
 GA1858  HISTORY     - 1967     MONUMENTED       CGS
 GA1858
 GA1858                          STATION DESCRIPTION
 GA1858
 GA1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1858'1.8 MI E FROM RUSSELLVILLE.
 GA1858'ABOUT 0.25 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 GA1858'AT RUSSELLVILLE, THENCE 1.6 MILES NORTHEAST ALONG THE SOUTHERN
 GA1858'RAILWAY COMPANY RAILROAD, OR ABOUT 0.35 MILE EAST ALONG U.S.
 GA1858'HIGHWAY 11 E FROM THE POST OFFICE AT THE SMALL COMMUNITY OF
 GA1858'WHITESBURG, THENCE 0.05 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 GA1858'2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD,
 GA1858'13 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 21 FEET
 GA1858'SOUTHWEST OF A POLE, 12 1/2 FEET NORTHEAST OF MILEPOST 81, 1.7
 GA1858'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 GA1858'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1858'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1164 ***********************************************************************
 FB1164  DESIGNATION -  K 164
 FB1164  PID         -  FB1164
 FB1164  STATE/COUNTY-  TN/COCKE
 FB1164  USGS QUAD   -  NEWPORT (1992)
 FB1164
 FB1164                         *CURRENT SURVEY CONTROL
 FB1164  ___________________________________________________________________
 FB1164* NAD 83(1986)-  35 58 58.     (N)    083 12 02.     (W)     SCALED    
 FB1164* NAVD 88     -       315.510  (meters)    1035.14   (feet)  ADJUSTED  
 FB1164  ___________________________________________________________________
 FB1164  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1164  DYNAMIC HT  -         315.212 (meters)    1034.16  (feet)  COMP
 FB1164  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FB1164
 FB1164  VERT ORDER  -  FIRST     CLASS I
 FB1164
 FB1164.The horizontal coordinates were scaled from a topographic map and have
 FB1164.an estimated accuracy of +/- 6 seconds.
 FB1164
 FB1164.The orthometric height was determined by differential leveling
 FB1164.and adjusted by the National Geodetic Survey in June 1991..
 FB1164
 FB1164.The geoid height was determined by GEOID03.
 FB1164
 FB1164.The dynamic height is computed by dividing the NAVD 88
 FB1164.geopotential number by the normal gravity value computed on the
 FB1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1164.degrees latitude (g = 980.6199 gals.).
 FB1164
 FB1164.The modeled gravity was interpolated from observed gravity values.
 FB1164
 FB1164;                    North         East    Units  Estimated Accuracy
 FB1164;SPC TN       -   186,620.      852,420.      MT  (+/- 180 meters Scaled)
 FB1164
 FB1164                          SUPERSEDED SURVEY CONTROL
 FB1164
 FB1164  NGVD 29 (??/??/92)  315.653  (m)         1035.60   (f) ADJ UNCH    1 1
 FB1164
 FB1164.Superseded values are not recommended for survey control.
 FB1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1164.See file dsdata.txt to determine how the superseded data were derived.
 FB1164
 FB1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV016842(NAD 83)
 FB1164_MARKER: DB = BENCH MARK DISK
 FB1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1164_SP_SET: RETAINING WALL
 FB1164_STAMPING: K 164 1967
 FB1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1164
 FB1164  HISTORY     - Date     Condition        Report By
 FB1164  HISTORY     - 1967     MONUMENTED       CGS
 FB1164
 FB1164                          STATION DESCRIPTION
 FB1164
 FB1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1164'1.6 MI NW FROM NEWPORT.
 FB1164'ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1164'RAILROAD FROM THE STATION AT NEWPORT, 2 1/2 POLES NORTH OF
 FB1164'MILEPOST 208, 165 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FB1164'SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE RETAINING
 FB1164'WALL FOR A TREATMENT WELL AT THE NEWPORT SEWAGE TREATMENT PLANT,
 FB1164'16.7 FEET SOUTH OF THE SOUTH BRICK WALL OF THE CONTROL BUILDING,
 FB1164'14 FEET WEST OF A METAL STAIRWAY WHICH LEADS TO THE BASEMENT
 FB1164'OF THE CONTROL BUILDING, 69 FEET EAST OF A CHAIN LINK FENCE, 64
 FB1164'FEET EAST OF A WEATHER BUREAU TEMPERATURE GAUGE, ABOUT LEVEL WITH
 FB1164'THE SURFACE OF THE GROUND, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 FB1164'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1586 ***********************************************************************
 GC1586  DESIGNATION -  K 166
 GC1586  PID         -  GC1586
 GC1586  STATE/COUNTY-  TN/STEWART
 GC1586  USGS QUAD   -  STANDING ROCK (1986)
 GC1586
 GC1586                         *CURRENT SURVEY CONTROL
 GC1586  ___________________________________________________________________
 GC1586* NAD 83(1986)-  36 27 30.     (N)    087 58 44.     (W)     SCALED    
 GC1586* NAVD 88     -       184.114  (meters)     604.05   (feet)  ADJUSTED  
 GC1586  ___________________________________________________________________
 GC1586  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1586  DYNAMIC HT  -         183.961 (meters)     603.55  (feet)  COMP
 GC1586  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GC1586
 GC1586  VERT ORDER  -  FIRST     CLASS II
 GC1586
 GC1586.The horizontal coordinates were scaled from a topographic map and have
 GC1586.an estimated accuracy of +/- 6 seconds.
 GC1586
 GC1586.The orthometric height was determined by differential leveling
 GC1586.and adjusted by the National Geodetic Survey in June 1991..
 GC1586
 GC1586.The geoid height was determined by GEOID03.
 GC1586
 GC1586.The dynamic height is computed by dividing the NAVD 88
 GC1586.geopotential number by the normal gravity value computed on the
 GC1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1586.degrees latitude (g = 980.6199 gals.).
 GC1586
 GC1586.The modeled gravity was interpolated from observed gravity values.
 GC1586
 GC1586;                    North         East    Units  Estimated Accuracy
 GC1586;SPC TN       -   237,570.      422,630.      MT  (+/- 180 meters Scaled)
 GC1586
 GC1586                          SUPERSEDED SURVEY CONTROL
 GC1586
 GC1586  NGVD 29 (??/??/92)  184.154  (m)          604.18   (f) ADJ UNCH    1 2
 GC1586
 GC1586.Superseded values are not recommended for survey control.
 GC1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1586.See file dsdata.txt to determine how the superseded data were derived.
 GC1586
 GC1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF122352(NAD 83)
 GC1586_MARKER: DB = BENCH MARK DISK
 GC1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1586_STAMPING: K 166 1947
 GC1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1586+STABILITY: SURFACE MOTION
 GC1586
 GC1586  HISTORY     - Date     Condition        Report By
 GC1586  HISTORY     - 1947     MONUMENTED       CGS
 GC1586
 GC1586                          STATION DESCRIPTION
 GC1586
 GC1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1586'9.7 MI W FROM DOVER.
 GC1586'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1586'DOVER, ABOUT 1.4 MILES NORTH OF MULBERRY HILL SCHOOL, AT THE
 GC1586'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWEST AND THE T.V.A
 GC1586'ROAD LEADING SOUTH TO MC KINNON, 63 FEET NORTHEAST AND ACROSS
 GC1586'THE T.V.A. ROAD FROM THE NORTHEAST CORNER OF THE SCARBOROUGH
 GC1586'GENERAL STORE, 135 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GC1586'HIGHWAY, 26 FEET NORTHEAST OF THE CENTER LINE OF THE T.V.A. ROAD,
 GC1586'3 FEET NORTHWEST OF A DELCO LIGHT POWER POLE, ABOUT 3 FEET LOWER
 GC1586'THAN THE T.V.A. ROAD, AND IN THE TOP OF A CONCRETE POST
 GC1586'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1614 ***********************************************************************
 GC1614  DESIGNATION -  K 167
 GC1614  PID         -  GC1614
 GC1614  STATE/COUNTY-  TN/HOUSTON
 GC1614  USGS QUAD   -  HALLS CREEK (1973)
 GC1614
 GC1614                         *CURRENT SURVEY CONTROL
 GC1614  ___________________________________________________________________
 GC1614* NAD 83(1986)-  36 14 43.     (N)    087 50 25.     (W)     SCALED    
 GC1614* NAVD 88     -       139.122  (meters)     456.44   (feet)  ADJUSTED  
 GC1614  ___________________________________________________________________
 GC1614  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1614  DYNAMIC HT  -         139.006 (meters)     456.06  (feet)  COMP
 GC1614  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GC1614
 GC1614  VERT ORDER  -  FIRST     CLASS II
 GC1614
 GC1614.The horizontal coordinates were scaled from a topographic map and have
 GC1614.an estimated accuracy of +/- 6 seconds.
 GC1614
 GC1614.The orthometric height was determined by differential leveling
 GC1614.and adjusted by the National Geodetic Survey in June 1991..
 GC1614
 GC1614.The geoid height was determined by GEOID03.
 GC1614
 GC1614.The dynamic height is computed by dividing the NAVD 88
 GC1614.geopotential number by the normal gravity value computed on the
 GC1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1614.degrees latitude (g = 980.6199 gals.).
 GC1614
 GC1614.The modeled gravity was interpolated from observed gravity values.
 GC1614
 GC1614;                    North         East    Units  Estimated Accuracy
 GC1614;SPC TN       -   213,690.      434,600.      MT  (+/- 180 meters Scaled)
 GC1614
 GC1614                          SUPERSEDED SURVEY CONTROL
 GC1614
 GC1614  NGVD 29 (??/??/92)  139.155  (m)          456.54   (f) ADJ UNCH    1 2
 GC1614
 GC1614.Superseded values are not recommended for survey control.
 GC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1614.See file dsdata.txt to determine how the superseded data were derived.
 GC1614
 GC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF245114(NAD 83)
 GC1614_MARKER: DB = BENCH MARK DISK
 GC1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1614_STAMPING: K 167 1947
 GC1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1614+STABILITY: SURFACE MOTION
 GC1614
 GC1614  HISTORY     - Date     Condition        Report By
 GC1614  HISTORY     - 1947     MONUMENTED       CGS
 GC1614  HISTORY     - 1972     GOOD             TVA
 GC1614  HISTORY     - 1987     GOOD             USPSQD
 GC1614
 GC1614                          STATION DESCRIPTION
 GC1614
 GC1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1614'9.5 MI S FROM MC KINNON.
 GC1614'9.5 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1614'METHODIST CHURCH AT MC KINNON, ABOUT 0.9 MILE SOUTH OF THE
 GC1614'JUNCTION OF THE MAIN EAST-AND-WEST GRAVEL ROAD AT NEW HOPE
 GC1614'CHURCH, ABOUT 0.5 MILE SOUTH OF A 2-STORY IMITATION BRICK HOUSE
 GC1614'WEST OF THE ROAD, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 22
 GC1614'FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 14.5 FEET SOUTH OF
 GC1614'A 24-INCH BLAZED OAK TREE, 6.5 FEET NORTH OF A 24-INCH BLAZED
 GC1614'TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1614'POST PROJECTING ABOUT 4 INCHES.  NOTE-- TVA POST AND SIGN SET.
 GC1614
 GC1614                          STATION RECOVERY (1972)
 GC1614
 GC1614'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1614'RECOVERED IN GOOD CONDITION.
 GC1614
 GC1614                          STATION RECOVERY (1987)
 GC1614
 GC1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0240 ***********************************************************************
 GD0240  DESIGNATION -  K 168
 GD0240  PID         -  GD0240
 GD0240  STATE/COUNTY-  TN/BENTON
 GD0240  USGS QUAD   -  CAMDEN (1984)
 GD0240
 GD0240                         *CURRENT SURVEY CONTROL
 GD0240  ___________________________________________________________________
 GD0240* NAD 83(1986)-  36 01 02.     (N)    088 00 13.     (W)     SCALED    
 GD0240* NAVD 88     -       118.445  (meters)     388.60   (feet)  ADJUSTED  
 GD0240  ___________________________________________________________________
 GD0240  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GD0240  DYNAMIC HT  -         118.345 (meters)     388.27  (feet)  COMP
 GD0240  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GD0240
 GD0240  VERT ORDER  -  FIRST     CLASS II
 GD0240
 GD0240.The horizontal coordinates were scaled from a topographic map and have
 GD0240.an estimated accuracy of +/- 6 seconds.
 GD0240
 GD0240.The orthometric height was determined by differential leveling
 GD0240.and adjusted by the National Geodetic Survey in June 1991..
 GD0240
 GD0240.The geoid height was determined by GEOID03.
 GD0240
 GD0240.The dynamic height is computed by dividing the NAVD 88
 GD0240.geopotential number by the normal gravity value computed on the
 GD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0240.degrees latitude (g = 980.6199 gals.).
 GD0240
 GD0240.The modeled gravity was interpolated from observed gravity values.
 GD0240
 GD0240;                    North         East    Units  Estimated Accuracy
 GD0240;SPC TN       -   188,680.      419,410.      MT  (+/- 180 meters Scaled)
 GD0240
 GD0240                          SUPERSEDED SURVEY CONTROL
 GD0240
 GD0240  NGVD 29 (??/??/??)  118.477  (m)          388.70   (f) ADJUSTED    1 2
 GD0240
 GD0240.Superseded values are not recommended for survey control.
 GD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0240.See file dsdata.txt to determine how the superseded data were derived.
 GD0240
 GD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE095863(NAD 83)
 GD0240_MARKER: DD = SURVEY DISK
 GD0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0240_SP_SET: BRIDGE ABUTMENT
 GD0240_STAMPING: K 168 1947
 GD0240_MARK LOGO: TVA   
 GD0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0240
 GD0240  HISTORY     - Date     Condition        Report By
 GD0240  HISTORY     - UNK      MONUMENTED       TVA
 GD0240  HISTORY     - 1969     GOOD             CGS
 GD0240  HISTORY     - 1971     GOOD             NGS
 GD0240
 GD0240                          STATION DESCRIPTION
 GD0240
 GD0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0240'1.2 MI W FROM NEW JOHNSONVILLE.
 GD0240'THE MARK IS ABOUT 1.2 MILES WEST ALONG THE OLD NASHVILLE,
 GD0240'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN NEW
 GD0240'JOHNSONVILLE, (THIS IS NOW THE LOUISVILLE AND NASHVILLE
 GD0240'RAILROAD), AT THE WEST END OF THE RAILROAD BRIDGE OVER KENTUCKY
 GD0240'LANE ON THE TENNESSEE RIVER.  IT IS 15 FEET SOUTHEAST OF
 GD0240'TELEGRAPH POLE NO. 80-25, 6 FEET NORTH OF THE NORTH RAIL OF THE
 GD0240'RAILROAD, 3 FEET EAST OF THE APPROXIMATE CENTER OF AN ELEVATED
 GD0240'WALKWAY LEADING INTO A T.V.A. WATER PUMPING STATION, AND ABOUT
 GD0240'LEVEL WITH THE TRACK.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GD0240'HOLE IN THE TOP OF THE WEST END OF THE NORTH RETAINING WALL OF
 GD0240'THE WEST ABUTMENT OF THE BRIDGE, AND THE DISK IS STAMPED K 168
 GD0240'1947.  DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
 GD0240'NOTE-- THIS MARK WAS STAMPED BY THE USC AND GS LEVEL PARTY IN
 GD0240'1947.
 GD0240
 GD0240                          STATION RECOVERY (1971)
 GD0240
 GD0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0110 ***********************************************************************
 FE0110  DESIGNATION -  K 169
 FE0110  PID         -  FE0110
 FE0110  STATE/COUNTY-  TN/DECATUR
 FE0110  USGS QUAD   -  JEANNETTE (1986)
 FE0110
 FE0110                         *CURRENT SURVEY CONTROL
 FE0110  ___________________________________________________________________
 FE0110* NAD 83(1986)-  35 38 49.     (N)    088 06 34.     (W)     SCALED    
 FE0110* NAVD 88     -       134.270  (meters)     440.52   (feet)  ADJUSTED  
 FE0110  ___________________________________________________________________
 FE0110  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0110  DYNAMIC HT  -         134.152 (meters)     440.13  (feet)  COMP
 FE0110  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FE0110
 FE0110  VERT ORDER  -  FIRST     CLASS II
 FE0110
 FE0110.The horizontal coordinates were scaled from a topographic map and have
 FE0110.an estimated accuracy of +/- 6 seconds.
 FE0110
 FE0110.The orthometric height was determined by differential leveling
 FE0110.and adjusted by the National Geodetic Survey in June 1991..
 FE0110
 FE0110.The geoid height was determined by GEOID03.
 FE0110
 FE0110.The dynamic height is computed by dividing the NAVD 88
 FE0110.geopotential number by the normal gravity value computed on the
 FE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0110.degrees latitude (g = 980.6199 gals.).
 FE0110
 FE0110.The modeled gravity was interpolated from observed gravity values.
 FE0110
 FE0110;                    North         East    Units  Estimated Accuracy
 FE0110;SPC TN       -   147,800.      408,980.      MT  (+/- 180 meters Scaled)
 FE0110
 FE0110                          SUPERSEDED SURVEY CONTROL
 FE0110
 FE0110  NGVD 29 (??/??/??)  134.284  (m)          440.56   (f) ADJUSTED    1 2
 FE0110
 FE0110.Superseded values are not recommended for survey control.
 FE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0110.See file dsdata.txt to determine how the superseded data were derived.
 FE0110
 FE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE995453(NAD 83)
 FE0110_MARKER: DB = BENCH MARK DISK
 FE0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0110_SP_SET: CULVERT
 FE0110_STAMPING: K 169 1947
 FE0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0110
 FE0110  HISTORY     - Date     Condition        Report By
 FE0110  HISTORY     - 1947     MONUMENTED       CGS
 FE0110
 FE0110                          STATION DESCRIPTION
 FE0110
 FE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0110'1 MI E FROM PARSONS.
 FE0110'1.0 MILE EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0110'OFFICE AT PARSONS, ABOUT 0.75 MILE EAST OF THE JUNCTION OF
 FE0110'STATE HIGHWAY 69-NORTH, ABOUT 100 YARDS WEST OF THE WEST END
 FE0110'OF A DEEP THRU CUT IN THE HIGHWAY, SET IN THE TOP OF THE EAST
 FE0110'END OF THE SOUTH HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT,
 FE0110'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF
 FE0110'THE EAST END OF THE HEAD WALL AND ABOUT 0.5 FOOT ABOVE THE
 FE0110'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1566 ***********************************************************************
 GC1566  DESIGNATION -  K 17
 GC1566  PID         -  GC1566
 GC1566  STATE/COUNTY-  TN/HUMPHREYS
 GC1566  USGS QUAD   -  WAVERLY (1987)
 GC1566
 GC1566                         *CURRENT SURVEY CONTROL
 GC1566  ___________________________________________________________________
 GC1566* NAD 83(1986)-  36 05 02.     (N)    087 51 20.     (W)     SCALED    
 GC1566* NAVD 88     -       142.227  (meters)     466.62   (feet)  ADJUSTED  
 GC1566  ___________________________________________________________________
 GC1566  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1566  DYNAMIC HT  -         142.105 (meters)     466.22  (feet)  COMP
 GC1566  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GC1566
 GC1566  VERT ORDER  -  FIRST     CLASS II
 GC1566
 GC1566.The horizontal coordinates were scaled from a topographic map and have
 GC1566.an estimated accuracy of +/- 6 seconds.
 GC1566
 GC1566.The orthometric height was determined by differential leveling
 GC1566.and adjusted by the National Geodetic Survey in June 1991..
 GC1566
 GC1566.The geoid height was determined by GEOID03.
 GC1566
 GC1566.The dynamic height is computed by dividing the NAVD 88
 GC1566.geopotential number by the normal gravity value computed on the
 GC1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1566.degrees latitude (g = 980.6199 gals.).
 GC1566
 GC1566.The modeled gravity was interpolated from observed gravity values.
 GC1566
 GC1566;                    North         East    Units  Estimated Accuracy
 GC1566;SPC TN       -   195,810.      432,890.      MT  (+/- 180 meters Scaled)
 GC1566
 GC1566                          SUPERSEDED SURVEY CONTROL
 GC1566
 GC1566  NGVD 29 (??/??/92)  142.259  (m)          466.73   (f) ADJ UNCH    1 2
 GC1566
 GC1566.Superseded values are not recommended for survey control.
 GC1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1566.See file dsdata.txt to determine how the superseded data were derived.
 GC1566
 GC1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE229935(NAD 83)
 GC1566_MARKER: DD = SURVEY DISK
 GC1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1566_SP_SET: CULVERT
 GC1566_STAMPING: 466.820 TENN K 17 1925
 GC1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1566
 GC1566  HISTORY     - Date     Condition        Report By
 GC1566  HISTORY     - 1925     MONUMENTED       USGS
 GC1566  HISTORY     - 1947     GOOD             NGS
 GC1566
 GC1566                          STATION DESCRIPTION
 GC1566
 GC1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1566'3.6 MI W FROM WAVERLY.
 GC1566'3.6 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1566'RAILWAY FROM THE STATION AT WAVERLY, 95 FEET SOUTHEAST OF POLE
 GC1566'70/5, ABOUT 6 POLES EAST OF THE CENTER OF THE CROSSING OF A
 GC1566'SHORT NORTH-AND-SOUTH TANGENT IN THE EAST-AND-WEST GRAVEL ROAD
 GC1566'PARALLELING THE TRACK, AT A 24-INCH CAST-IRON PIPE CULVERT, IN
 GC1566'THE TOP OF THE SOUTH CONCRETE HEAD WALL, 3 FEET EAST OF THE WEST
 GC1566'END, 12.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER
 GC1566'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0403 ***********************************************************************
 FF0403  DESIGNATION -  K 17
 FF0403  PID         -  FF0403
 FF0403  STATE/COUNTY-  TN/SHELBY
 FF0403  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0403
 FF0403                         *CURRENT SURVEY CONTROL
 FF0403  ___________________________________________________________________
 FF0403* NAD 83(1986)-  35 02 05.     (N)    090 02 29.     (W)     SCALED    
 FF0403* NAVD 88     -        88.204  (meters)     289.38   (feet)  ADJUSTED  
 FF0403  ___________________________________________________________________
 FF0403  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0403  DYNAMIC HT  -          88.122 (meters)     289.11  (feet)  COMP
 FF0403  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FF0403
 FF0403  VERT ORDER  -  SECOND    CLASS 0
 FF0403
 FF0403.The horizontal coordinates were scaled from a topographic map and have
 FF0403.an estimated accuracy of +/- 6 seconds.
 FF0403
 FF0403.The orthometric height was determined by differential leveling
 FF0403.and adjusted by the National Geodetic Survey in June 1991..
 FF0403
 FF0403.The geoid height was determined by GEOID03.
 FF0403
 FF0403.The dynamic height is computed by dividing the NAVD 88
 FF0403.geopotential number by the normal gravity value computed on the
 FF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0403.degrees latitude (g = 980.6199 gals.).
 FF0403
 FF0403.The modeled gravity was interpolated from observed gravity values.
 FF0403
 FF0403;                    North         East    Units  Estimated Accuracy
 FF0403;SPC TN       -    85,430.      231,310.      MT  (+/- 180 meters Scaled)
 FF0403
 FF0403                          SUPERSEDED SURVEY CONTROL
 FF0403
 FF0403  NGVD 29 (??/??/??)   88.171  (m)          289.27   (f) ADJUSTED    2 0
 FF0403
 FF0403.Superseded values are not recommended for survey control.
 FF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0403.See file dsdata.txt to determine how the superseded data were derived.
 FF0403
 FF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU699808(NAD 83)
 FF0403_MARKER: DB = BENCH MARK DISK
 FF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0403_STAMPING: K 17 1934
 FF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0403+STABILITY: SURFACE MOTION
 FF0403
 FF0403  HISTORY     - Date     Condition        Report By
 FF0403  HISTORY     - 1934     MONUMENTED       CGS
 FF0403  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0403
 FF0403                          STATION DESCRIPTION
 FF0403
 FF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0403'8 MI S FROM MEMPHIS.
 FF0403'8.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0403'POST OFFICE AT MEMPHIS, SHELBY COUNTY, 187 FEET SOUTHEAST OF
 FF0403'MILEPOST 400, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FF0403'STATION AT RAINES, 75 FEET NORTHWEST OF THE POST OFFICE, AND 23
 FF0403'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 FF0403'DISK, STAMPED K 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF0403
 FF0403                          STATION RECOVERY (1976)
 FF0403
 FF0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1260 ***********************************************************************
 FD1260  DESIGNATION -  K 170
 FD1260  PID         -  FD1260
 FD1260  STATE/COUNTY-  TN/PERRY
 FD1260  USGS QUAD   -  POPE (1973)
 FD1260
 FD1260                         *CURRENT SURVEY CONTROL
 FD1260  ___________________________________________________________________
 FD1260* NAD 83(1986)-  35 30 11.     (N)    087 55 22.     (W)     SCALED    
 FD1260* NAVD 88     -       219.710  (meters)     720.83   (feet)  ADJUSTED  
 FD1260  ___________________________________________________________________
 FD1260  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1260  DYNAMIC HT  -         219.508 (meters)     720.17  (feet)  COMP
 FD1260  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FD1260
 FD1260  VERT ORDER  -  FIRST     CLASS II
 FD1260
 FD1260.The horizontal coordinates were scaled from a topographic map and have
 FD1260.an estimated accuracy of +/- 6 seconds.
 FD1260
 FD1260.The orthometric height was determined by differential leveling
 FD1260.and adjusted by the National Geodetic Survey in June 1991..
 FD1260
 FD1260.The geoid height was determined by GEOID03.
 FD1260
 FD1260.The dynamic height is computed by dividing the NAVD 88
 FD1260.geopotential number by the normal gravity value computed on the
 FD1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1260.degrees latitude (g = 980.6199 gals.).
 FD1260
 FD1260.The modeled gravity was interpolated from observed gravity values.
 FD1260
 FD1260;                    North         East    Units  Estimated Accuracy
 FD1260;SPC TN       -   131,490.      425,570.      MT  (+/- 180 meters Scaled)
 FD1260
 FD1260                          SUPERSEDED SURVEY CONTROL
 FD1260
 FD1260  NGVD 29 (??/??/92)  219.717  (m)          720.85   (f) ADJ UNCH    1 2
 FD1260
 FD1260.Superseded values are not recommended for survey control.
 FD1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1260.See file dsdata.txt to determine how the superseded data were derived.
 FD1260
 FD1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE163292(NAD 83)
 FD1260_MARKER: DD = SURVEY DISK
 FD1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1260_STAMPING: K 170 1947
 FD1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1260+STABILITY: SURFACE MOTION
 FD1260
 FD1260  HISTORY     - Date     Condition        Report By
 FD1260  HISTORY     - 1947     MONUMENTED       TVA
 FD1260  HISTORY     - 1947     GOOD             NGS
 FD1260
 FD1260                          STATION DESCRIPTION
 FD1260
 FD1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1260'12.4 MI NE FROM CLIFTON.
 FD1260'ABOUT 12.4 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1260'HOTEL AT CLIFTON, ABOUT 1.05 MILE NORTHWEST OF THE JUNCTION OF
 FD1260'A GRAVEL ROAD SOUTH, AT THE TOP OF A STEEP GRADE, 30 FEET SOUTHWEST
 FD1260'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHWEST OF THE CENTER
 FD1260'LINE OF THE ROAD, 34 FEET EAST OF A TRIANGULAR BLAZED 12-INCH
 FD1260'OAK TREE, 13 FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK
 FD1260'TREE, 10 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE,
 FD1260'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1260'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0254 ***********************************************************************
 FE0254  DESIGNATION -  K 171
 FE0254  PID         -  FE0254
 FE0254  STATE/COUNTY-  TN/HARDIN
 FE0254  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0254
 FE0254                         *CURRENT SURVEY CONTROL
 FE0254  ___________________________________________________________________
 FE0254* NAD 83(1986)-  35 09 53.     (N)    088 19 44.     (W)     SCALED    
 FE0254* NAVD 88     -       116.262  (meters)     381.44   (feet)  ADJUSTED  
 FE0254  ___________________________________________________________________
 FE0254  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0254  DYNAMIC HT  -         116.156 (meters)     381.09  (feet)  COMP
 FE0254  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE0254
 FE0254  VERT ORDER  -  FIRST     CLASS II
 FE0254
 FE0254.The horizontal coordinates were scaled from a topographic map and have
 FE0254.an estimated accuracy of +/- 6 seconds.
 FE0254
 FE0254.The orthometric height was determined by differential leveling
 FE0254.and adjusted by the National Geodetic Survey in June 1991..
 FE0254
 FE0254.The geoid height was determined by GEOID03.
 FE0254
 FE0254.The dynamic height is computed by dividing the NAVD 88
 FE0254.geopotential number by the normal gravity value computed on the
 FE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0254.degrees latitude (g = 980.6199 gals.).
 FE0254
 FE0254.The modeled gravity was interpolated from observed gravity values.
 FE0254
 FE0254;                    North         East    Units  Estimated Accuracy
 FE0254;SPC TN       -    94,770.      387,840.      MT  (+/- 180 meters Scaled)
 FE0254
 FE0254                          SUPERSEDED SURVEY CONTROL
 FE0254
 FE0254  NGVD 29 (??/??/??)  116.272  (m)          381.47   (f) ADJUSTED    1 2
 FE0254
 FE0254.Superseded values are not recommended for survey control.
 FE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0254.See file dsdata.txt to determine how the superseded data were derived.
 FE0254
 FE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD789921(NAD 83)
 FE0254_MARKER: DD = SURVEY DISK
 FE0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0254_SP_SET: CULVERT
 FE0254_STAMPING: K 171 1947
 FE0254_MARK LOGO: TVA   
 FE0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0254
 FE0254  HISTORY     - Date     Condition        Report By
 FE0254  HISTORY     - 1947     MONUMENTED       TVA
 FE0254  HISTORY     - 1947     GOOD             CGS
 FE0254  HISTORY     - 1949     GOOD             CGS
 FE0254
 FE0254                          STATION DESCRIPTION
 FE0254
 FE0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0254'1.8 MI NW FROM PITTSBURG LANDING.
 FE0254'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0254'LANDING, THENCE ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 22,
 FE0254'ABOUT 1.15 MILE SOUTH OF A 230-FOOT CONCRETE BRIDGE, ABOUT 150
 FE0254'YARDS NORTH OF A DIM CROSS ROAD, SET IN THE TOP OF THE CENTER
 FE0254'OF THE NORTHWEST CONCRETE HEAD WALL OF A 32-INCH CONCRETE PIPE
 FE0254'CULVERT, 50 FEET NORTHWEST OF AND ABOUT 7 FEET BELOW THE CENTER
 FE0254'LINE OF THE HIGHWAY.
 FE0254
 FE0254                          STATION RECOVERY (1949)
 FE0254
 FE0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1328 ***********************************************************************
 GC1328  DESIGNATION -  K 172
 GC1328  PID         -  GC1328
 GC1328  STATE/COUNTY-  TN/CHEATHAM
 GC1328  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1328
 GC1328                         *CURRENT SURVEY CONTROL
 GC1328  ___________________________________________________________________
 GC1328* NAD 83(1986)-  36 05 54.     (N)    087 06 05.     (W)     SCALED    
 GC1328* NAVD 88     -       154.020  (meters)     505.31   (feet)  ADJUSTED  
 GC1328  ___________________________________________________________________
 GC1328  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1328  DYNAMIC HT  -         153.887 (meters)     504.88  (feet)  COMP
 GC1328  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC1328
 GC1328  VERT ORDER  -  FIRST     CLASS II
 GC1328
 GC1328.The horizontal coordinates were scaled from a topographic map and have
 GC1328.an estimated accuracy of +/- 6 seconds.
 GC1328
 GC1328.The orthometric height was determined by differential leveling
 GC1328.and adjusted by the National Geodetic Survey in June 1991..
 GC1328
 GC1328.The geoid height was determined by GEOID03.
 GC1328
 GC1328.The dynamic height is computed by dividing the NAVD 88
 GC1328.geopotential number by the normal gravity value computed on the
 GC1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1328.degrees latitude (g = 980.6199 gals.).
 GC1328
 GC1328.The modeled gravity was interpolated from observed gravity values.
 GC1328
 GC1328;                    North         East    Units  Estimated Accuracy
 GC1328;SPC TN       -   196,380.      500,820.      MT  (+/- 180 meters Scaled)
 GC1328
 GC1328                          SUPERSEDED SURVEY CONTROL
 GC1328
 GC1328  NGVD 29 (??/??/92)  154.044  (m)          505.39   (f) ADJ UNCH    1 2
 GC1328
 GC1328.Superseded values are not recommended for survey control.
 GC1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1328.See file dsdata.txt to determine how the superseded data were derived.
 GC1328
 GC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE908948(NAD 83)
 GC1328_MARKER: DB = BENCH MARK DISK
 GC1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1328_SP_SET: BRIDGE
 GC1328_STAMPING: K 172 1948
 GC1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1328
 GC1328  HISTORY     - Date     Condition        Report By
 GC1328  HISTORY     - 1948     MONUMENTED       CGS
 GC1328
 GC1328                          STATION DESCRIPTION
 GC1328
 GC1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1328'0.9 MI E FROM KINGSTON SPRINGS.
 GC1328'0.9 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1328'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, 5 POLES WEST OF
 GC1328'MILE POST 23, AT THE WEST END OF BRIDGE NO. 23.1 OVER HARPETH
 GC1328'RIVER, SET IN THE TOP OF THE NORTH END OF THE SOUTHWEST CONCRETE
 GC1328'WING WALL, 4.5 FEET SOUTH OF THE SOUTH RAIL AND ABOUT LEVEL
 GC1328'WITH THE TRACK.  NOTE-- THIS BENCH MARK WAS REPORTED RESET IN
 GC1328'CONCRETE BRIDGE ABUTMENT IN MAY 1956 BUT NO ELEVATION WAS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1565 ***********************************************************************
 GC1565  DESIGNATION -  K 173
 GC1565  PID         -  GC1565
 GC1565  STATE/COUNTY-  TN/HUMPHREYS
 GC1565  USGS QUAD   -  WAVERLY (1987)
 GC1565
 GC1565                         *CURRENT SURVEY CONTROL
 GC1565  ___________________________________________________________________
 GC1565* NAD 83(1986)-  36 04 39.     (N)    087 51 03.     (W)     SCALED    
 GC1565* NAVD 88     -       140.768  (meters)     461.84   (feet)  ADJUSTED  
 GC1565  ___________________________________________________________________
 GC1565  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1565  DYNAMIC HT  -         140.647 (meters)     461.44  (feet)  COMP
 GC1565  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GC1565
 GC1565  VERT ORDER  -  FIRST     CLASS II
 GC1565
 GC1565.The horizontal coordinates were scaled from a topographic map and have
 GC1565.an estimated accuracy of +/- 6 seconds.
 GC1565
 GC1565.The orthometric height was determined by differential leveling
 GC1565.and adjusted by the National Geodetic Survey in June 1991..
 GC1565
 GC1565.The geoid height was determined by GEOID03.
 GC1565
 GC1565.The dynamic height is computed by dividing the NAVD 88
 GC1565.geopotential number by the normal gravity value computed on the
 GC1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1565.degrees latitude (g = 980.6199 gals.).
 GC1565
 GC1565.The modeled gravity was interpolated from observed gravity values.
 GC1565
 GC1565;                    North         East    Units  Estimated Accuracy
 GC1565;SPC TN       -   195,090.      433,300.      MT  (+/- 180 meters Scaled)
 GC1565
 GC1565                          SUPERSEDED SURVEY CONTROL
 GC1565
 GC1565  NGVD 29 (??/??/92)  140.799  (m)          461.94   (f) ADJ UNCH    1 2
 GC1565
 GC1565.Superseded values are not recommended for survey control.
 GC1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1565.See file dsdata.txt to determine how the superseded data were derived.
 GC1565
 GC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE233928(NAD 83)
 GC1565_MARKER: DB = BENCH MARK DISK
 GC1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1565_SP_SET: CULVERT
 GC1565_STAMPING: K 173 1948
 GC1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1565
 GC1565  HISTORY     - Date     Condition        Report By
 GC1565  HISTORY     - 1948     MONUMENTED       CGS
 GC1565  HISTORY     - 1961     GOOD             NGS
 GC1565  HISTORY     - 1972     GOOD             LOCSUR
 GC1565  HISTORY     - 1988     GOOD             USPSQD
 GC1565
 GC1565                          STATION DESCRIPTION
 GC1565
 GC1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1565'3.2 MI W FROM WAVERLY.
 GC1565'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURT HOUSE
 GC1565'AT WAVERLY, AT THE SOUTHEAST CORNER OF THE WAVERLY AIRPORT, SET
 GC1565'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF AN 8-FOOT
 GC1565'CONCRETE BOX CULVERT UNDER THE HIGHWAY AT A SMALL STREAM ALONG
 GC1565'THE EAST EDGE OF THE AIRPORT, 18 FEET NORTH OF THE CENTER LINE
 GC1565'OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY LEVEL.
 GC1565
 GC1565                          STATION RECOVERY (1961)
 GC1565
 GC1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC1565'RECOVERED IN GOOD CONDITION.
 GC1565
 GC1565                          STATION RECOVERY (1972)
 GC1565
 GC1565'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 GC1565'RECOVERED IN GOOD CONDITION.
 GC1565
 GC1565                          STATION RECOVERY (1988)
 GC1565
 GC1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0689 ***********************************************************************
 FE0689  DESIGNATION -  K 174
 FE0689  PID         -  FE0689
 FE0689  STATE/COUNTY-  TN/GIBSON
 FE0689  USGS QUAD   -  ATWOOD (1983)
 FE0689
 FE0689                         *CURRENT SURVEY CONTROL
 FE0689  ___________________________________________________________________
 FE0689* NAD 83(1986)-  35 57 20.     (N)    088 44 23.     (W)     SCALED    
 FE0689* NAVD 88     -       113.100  (meters)     371.06   (feet)  ADJUSTED  
 FE0689  ___________________________________________________________________
 FE0689  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0689  DYNAMIC HT  -         113.003 (meters)     370.74  (feet)  COMP
 FE0689  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 FE0689
 FE0689  VERT ORDER  -  FIRST     CLASS II
 FE0689
 FE0689.The horizontal coordinates were scaled from a topographic map and have
 FE0689.an estimated accuracy of +/- 6 seconds.
 FE0689
 FE0689.The orthometric height was determined by differential leveling
 FE0689.and adjusted by the National Geodetic Survey in June 1991..
 FE0689
 FE0689.The geoid height was determined by GEOID03.
 FE0689
 FE0689.The dynamic height is computed by dividing the NAVD 88
 FE0689.geopotential number by the normal gravity value computed on the
 FE0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0689.degrees latitude (g = 980.6199 gals.).
 FE0689
 FE0689.The modeled gravity was interpolated from observed gravity values.
 FE0689
 FE0689;                    North         East    Units  Estimated Accuracy
 FE0689;SPC TN       -   183,440.      352,880.      MT  (+/- 180 meters Scaled)
 FE0689
 FE0689                          SUPERSEDED SURVEY CONTROL
 FE0689
 FE0689  NGVD 29 (??/??/??)  113.155  (m)          371.24   (f) ADJUSTED    1 2
 FE0689
 FE0689.Superseded values are not recommended for survey control.
 FE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0689.See file dsdata.txt to determine how the superseded data were derived.
 FE0689
 FE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE431804(NAD 83)
 FE0689_MARKER: DB = BENCH MARK DISK
 FE0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0689_STAMPING: K 174 1948
 FE0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0689+STABILITY: SURFACE MOTION
 FE0689
 FE0689  HISTORY     - Date     Condition        Report By
 FE0689  HISTORY     - 1948     MONUMENTED       CGS
 FE0689  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0689
 FE0689                          STATION DESCRIPTION
 FE0689
 FE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0689'2.8 MI N FROM MILAN.
 FE0689'ABOUT 0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0689'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 2.2 MILES NORTH
 FE0689'ALONG A GRAVEL ROAD LEADING TO THE MILAN MUNICIPAL AIRPORT, AT
 FE0689'THE EAST SIDE OF THE AIRPORT, 26 FEET WEST OF THE CENTER LINE OF
 FE0689'THE GRAVEL ROAD, 31.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE0689'A SMALL WOODEN OFFICE BUILDING, 15.5 FEET NORTH OF A 14-INCH
 FE0689'WILLOW TREE AND IN LINE WITH A ROW OF TREES, 200 FEET SOUTH OF
 FE0689'B.M. L 174, 151 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR,
 FE0689'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE
 FE0689'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0689
 FE0689                          STATION RECOVERY (2002)
 FE0689
 FE0689'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0689'SUSPECTED DESTROYED, OLD AIRFIELD NOW ABANDONED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1228 ***********************************************************************
 FD1228  DESIGNATION -  K 175
 FD1228  PID         -  FD1228
 FD1228  STATE/COUNTY-  TN/LEWIS
 FD1228  USGS QUAD   -  HOHENWALD (1991)
 FD1228
 FD1228                         *CURRENT SURVEY CONTROL
 FD1228  ___________________________________________________________________
 FD1228* NAD 83(1986)-  35 33 04.     (N)    087 34 47.     (W)     SCALED    
 FD1228* NAVD 88     -       292.551  (meters)     959.81   (feet)  ADJUSTED  
 FD1228  ___________________________________________________________________
 FD1228  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1228  DYNAMIC HT  -         292.279 (meters)     958.92  (feet)  COMP
 FD1228  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FD1228
 FD1228  VERT ORDER  -  FIRST     CLASS II
 FD1228
 FD1228.The horizontal coordinates were scaled from a topographic map and have
 FD1228.an estimated accuracy of +/- 6 seconds.
 FD1228
 FD1228.The orthometric height was determined by differential leveling
 FD1228.and adjusted by the National Geodetic Survey in June 1991..
 FD1228
 FD1228.The geoid height was determined by GEOID03.
 FD1228
 FD1228.The dynamic height is computed by dividing the NAVD 88
 FD1228.geopotential number by the normal gravity value computed on the
 FD1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1228.degrees latitude (g = 980.6199 gals.).
 FD1228
 FD1228.The modeled gravity was interpolated from observed gravity values.
 FD1228
 FD1228;                    North         East    Units  Estimated Accuracy
 FD1228;SPC TN       -   136,270.      456,780.      MT  (+/- 180 meters Scaled)
 FD1228
 FD1228                          SUPERSEDED SURVEY CONTROL
 FD1228
 FD1228  NGVD 29 (??/??/92)  292.528  (m)          959.74   (f) ADJ UNCH    1 2
 FD1228
 FD1228.Superseded values are not recommended for survey control.
 FD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1228.See file dsdata.txt to determine how the superseded data were derived.
 FD1228
 FD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE474343(NAD 83)
 FD1228_MARKER: DB = BENCH MARK DISK
 FD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1228_STAMPING: K 175 1949
 FD1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1228+STABILITY: SURFACE MOTION
 FD1228
 FD1228  HISTORY     - Date     Condition        Report By
 FD1228  HISTORY     - 1949     MONUMENTED       CGS
 FD1228  HISTORY     - 1953     GOOD             NGS
 FD1228
 FD1228                          STATION DESCRIPTION
 FD1228
 FD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1228'1.6 MI W FROM HOHENWALD.
 FD1228'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1228'NATIONAL BANK AT HOHENWALD, AT A NORTH-SOUTH CROSSROAD, 67 FEET
 FD1228'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET WEST OF THE
 FD1228'CENTER LINE OF THE GRAVEL ROAD SOUTH, 109 FEET WEST-SOUTHWEST
 FD1228'AND ACROSS THE GRAVEL ROAD SOUTH FROM A POWER POLE WITH LINES
 FD1228'NORTH-SOUTH AND EAST-WEST, 10 FEET WEST-SOUTHWEST OF A 14-INCH
 FD1228'TRIANGULAR BLAZED OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FD1228'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD1228'CONCRETE POST PROJECTING 3 INCHES.
 FD1228
 FD1228                          STATION RECOVERY (1953)
 FD1228
 FD1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0877 ***********************************************************************
 FD0877  DESIGNATION -  K 176
 FD0877  PID         -  FD0877
 FD0877  STATE/COUNTY-  TN/LAWRENCE
 FD0877  USGS QUAD   -  SUMMERTOWN (1976)
 FD0877
 FD0877                         *CURRENT SURVEY CONTROL
 FD0877  ___________________________________________________________________
 FD0877* NAD 83(1986)-  35 27 14.     (N)    087 20 05.     (W)     SCALED    
 FD0877* NAVD 88     -       313.060  (meters)    1027.10   (feet)  ADJUSTED  
 FD0877  ___________________________________________________________________
 FD0877  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0877  DYNAMIC HT  -         312.771 (meters)    1026.15  (feet)  COMP
 FD0877  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 FD0877
 FD0877  VERT ORDER  -  FIRST     CLASS II
 FD0877
 FD0877.The horizontal coordinates were scaled from a topographic map and have
 FD0877.an estimated accuracy of +/- 6 seconds.
 FD0877
 FD0877.The orthometric height was determined by differential leveling
 FD0877.and adjusted by the National Geodetic Survey in June 1991..
 FD0877
 FD0877.The geoid height was determined by GEOID03.
 FD0877
 FD0877.The dynamic height is computed by dividing the NAVD 88
 FD0877.geopotential number by the normal gravity value computed on the
 FD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0877.degrees latitude (g = 980.6199 gals.).
 FD0877
 FD0877.The modeled gravity was interpolated from observed gravity values.
 FD0877
 FD0877;                    North         East    Units  Estimated Accuracy
 FD0877;SPC TN       -   125,150.      478,840.      MT  (+/- 180 meters Scaled)
 FD0877
 FD0877                          SUPERSEDED SURVEY CONTROL
 FD0877
 FD0877  NGVD 29 (??/??/92)  313.031  (m)         1027.00   (f) ADJ UNCH    1 2
 FD0877
 FD0877.Superseded values are not recommended for survey control.
 FD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0877.See file dsdata.txt to determine how the superseded data were derived.
 FD0877
 FD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE696234(NAD 83)
 FD0877_MARKER: DB = BENCH MARK DISK
 FD0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0877_STAMPING: K 176 1949
 FD0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0877+STABILITY: SURFACE MOTION
 FD0877
 FD0877  HISTORY     - Date     Condition        Report By
 FD0877  HISTORY     - 1949     MONUMENTED       CGS
 FD0877  HISTORY     - 1973     GOOD             TVA
 FD0877
 FD0877                          STATION DESCRIPTION
 FD0877
 FD0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0877'3 MI NW FROM SUMMERTOWN.
 FD0877'ABOUT 2.95 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0877'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0877'AT SUMMERTOWN, AT THE LAWRENCE-LEWIS COUNTY LINE, 66 FEET
 FD0877'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 142 FEET SOUTHEAST
 FD0877'AND ACROSS THE HIGHWAY FROM A SIGN ENTER LEWIS COUNTY - LEAVE
 FD0877'LAWRENCE COUNTY, 16 FEET EAST OF THE CENTER LINE OF A TRAIL
 FD0877'LEADING SOUTH, 11 FEET SOUTH-SOUTHEAST OF A 14-INCH FORKED
 FD0877'OAK TREE, 24 FEET NORTH-NORTHEAST OF A 22-INCH OAK TREE, 4 FEET
 FD0877'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0877'4 INCHES.  NOTE-- 2 FEET SOUTH OF STEEL POST AND SURVEY SIGN.
 FD0877
 FD0877                          STATION RECOVERY (1973)
 FD0877
 FD0877'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0288 ***********************************************************************
 GD0288  DESIGNATION -  K 177
 GD0288  PID         -  GD0288
 GD0288  STATE/COUNTY-  TN/WEAKLEY
 GD0288  USGS QUAD   -  DRESDEN (1981)
 GD0288
 GD0288                         *CURRENT SURVEY CONTROL
 GD0288  ___________________________________________________________________
 GD0288* NAD 83(1986)-  36 17 33.     (N)    088 42 30.     (W)     SCALED    
 GD0288* NAVD 88     -       129.556  (meters)     425.05   (feet)  ADJUSTED  
 GD0288  ___________________________________________________________________
 GD0288  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0288  DYNAMIC HT  -         129.449 (meters)     424.70  (feet)  COMP
 GD0288  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GD0288
 GD0288  VERT ORDER  -  FIRST     CLASS II
 GD0288
 GD0288.The horizontal coordinates were scaled from a topographic map and have
 GD0288.an estimated accuracy of +/- 6 seconds.
 GD0288
 GD0288.The orthometric height was determined by differential leveling
 GD0288.and adjusted by the National Geodetic Survey in June 1991..
 GD0288
 GD0288.The geoid height was determined by GEOID03.
 GD0288
 GD0288.The dynamic height is computed by dividing the NAVD 88
 GD0288.geopotential number by the normal gravity value computed on the
 GD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0288.degrees latitude (g = 980.6199 gals.).
 GD0288
 GD0288.The modeled gravity was interpolated from observed gravity values.
 GD0288
 GD0288;                    North         East    Units  Estimated Accuracy
 GD0288;SPC TN       -   220,740.      356,750.      MT  (+/- 180 meters Scaled)
 GD0288
 GD0288                          SUPERSEDED SURVEY CONTROL
 GD0288
 GD0288  NGVD 29 (??/??/??)  129.579  (m)          425.13   (f) ADJUSTED    1 2
 GD0288
 GD0288.Superseded values are not recommended for survey control.
 GD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0288.See file dsdata.txt to determine how the superseded data were derived.
 GD0288
 GD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF465177(NAD 83)
 GD0288_MARKER: DB = BENCH MARK DISK
 GD0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0288_SP_SET: BUILDING
 GD0288_STAMPING: K 177 1949
 GD0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0288+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0288
 GD0288  HISTORY     - Date     Condition        Report By
 GD0288  HISTORY     - 1949     MONUMENTED       CGS
 GD0288  HISTORY     - 1967     GOOD             CGS
 GD0288  HISTORY     - 20020827 GOOD             USACE
 GD0288
 GD0288                          STATION DESCRIPTION
 GD0288
 GD0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0288'AT DRESDEN.
 GD0288'AT DRESDEN, AT THE POST OFFICE BUILDING, NEAR THE NORTHWEST
 GD0288'CORNER OF THE COURT HOUSE SQUARE, SET IN THE TOP AND 1 FOOT
 GD0288'WEST OF THE EAST END OF THE CONCRETE RETAINING WALL FOR A STAIRWAY
 GD0288'TO DOWN STAIRS OFFICES OF THE POST OFFICE BUILDING, 33 FEET NORTH
 GD0288'OF THE SOUTHWEST CORNER OF THE POST OFFICE, 1 FOOT WEST OF THE
 GD0288'WEST FACE OF THE BUILDING.
 GD0288
 GD0288                          STATION RECOVERY (1967)
 GD0288
 GD0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0288'RECOVERED IN GOOD CONDITION.
 GD0288
 GD0288                          STATION RECOVERY (2002)
 GD0288
 GD0288'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0198 ***********************************************************************
 FD0198  DESIGNATION -  K 178
 FD0198  PID         -  FD0198
 FD0198  STATE/COUNTY-  TN/FRANKLIN
 FD0198  USGS QUAD   -  BEANS CREEK (1975)
 FD0198
 FD0198                         *CURRENT SURVEY CONTROL
 FD0198  ___________________________________________________________________
 FD0198* NAD 83(1986)-  35 04 43.     (N)    086 13 56.     (W)     SCALED    
 FD0198* NAVD 88     -       273.030  (meters)     895.77   (feet)  ADJUSTED  
 FD0198  ___________________________________________________________________
 FD0198  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0198  DYNAMIC HT  -         272.760 (meters)     894.88  (feet)  COMP
 FD0198  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 FD0198
 FD0198  VERT ORDER  -  FIRST     CLASS II
 FD0198
 FD0198.The horizontal coordinates were scaled from a topographic map and have
 FD0198.an estimated accuracy of +/- 6 seconds.
 FD0198
 FD0198.The orthometric height was determined by differential leveling
 FD0198.and adjusted by the National Geodetic Survey in June 1991..
 FD0198
 FD0198.The geoid height was determined by GEOID03.
 FD0198
 FD0198.The dynamic height is computed by dividing the NAVD 88
 FD0198.geopotential number by the normal gravity value computed on the
 FD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0198.degrees latitude (g = 980.6199 gals.).
 FD0198
 FD0198.The modeled gravity was interpolated from observed gravity values.
 FD0198
 FD0198;                    North         East    Units  Estimated Accuracy
 FD0198;SPC TN       -    82,720.      578,820.      MT  (+/- 180 meters Scaled)
 FD0198
 FD0198                          SUPERSEDED SURVEY CONTROL
 FD0198
 FD0198  NGVD 29 (??/??/92)  272.994  (m)          895.65   (f) ADJ UNCH    1 2
 FD0198
 FD0198.Superseded values are not recommended for survey control.
 FD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0198.See file dsdata.txt to determine how the superseded data were derived.
 FD0198
 FD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED699820(NAD 83)
 FD0198_MARKER: DB = BENCH MARK DISK
 FD0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0198_SP_SET: FOUNDATION
 FD0198_STAMPING: K 178 1949
 FD0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0198
 FD0198  HISTORY     - Date     Condition        Report By
 FD0198  HISTORY     - 1949     MONUMENTED       CGS
 FD0198
 FD0198                          STATION DESCRIPTION
 FD0198
 FD0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0198'1.4 MI NE FROM BEANS CREEK.
 FD0198'1.45 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0198'LOUIS RAILWAY FROM THE STATION AT BEANS CREEK, ABOUT 1.0 MILE
 FD0198'SOUTHWEST OF THE STATION AT MAXWELL, SET IN THE TOP OF THE
 FD0198'CONCRETE FOUNDATION OF THE SOUTHWEST OUTSIDE LEG OF A RAILWAY
 FD0198'WATER TANK, 122 FEET SOUTHWEST AND ACROSS TRACK FROM MILE POST 13,
 FD0198'14 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1/2 FOOT
 FD0198'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0174 ***********************************************************************
 FD0174  DESIGNATION -  K 179
 FD0174  PID         -  FD0174
 FD0174  STATE/COUNTY-  TN/LINCOLN
 FD0174  USGS QUAD   -  FLINTVILLE (1972)
 FD0174
 FD0174                         *CURRENT SURVEY CONTROL
 FD0174  ___________________________________________________________________
 FD0174* NAD 83(1986)-  35 06 58.     (N)    086 27 35.     (W)     SCALED    
 FD0174* NAVD 88     -       228.115  (meters)     748.41   (feet)  ADJUSTED  
 FD0174  ___________________________________________________________________
 FD0174  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0174  DYNAMIC HT  -         227.899 (meters)     747.70  (feet)  COMP
 FD0174  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FD0174
 FD0174  VERT ORDER  -  FIRST     CLASS II
 FD0174
 FD0174.The horizontal coordinates were scaled from a topographic map and have
 FD0174.an estimated accuracy of +/- 6 seconds.
 FD0174
 FD0174.The orthometric height was determined by differential leveling
 FD0174.and adjusted by the National Geodetic Survey in June 1991..
 FD0174
 FD0174.The geoid height was determined by GEOID03.
 FD0174
 FD0174.The dynamic height is computed by dividing the NAVD 88
 FD0174.geopotential number by the normal gravity value computed on the
 FD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0174.degrees latitude (g = 980.6199 gals.).
 FD0174
 FD0174.The modeled gravity was interpolated from observed gravity values.
 FD0174
 FD0174;                    North         East    Units  Estimated Accuracy
 FD0174;SPC TN       -    86,950.      558,090.      MT  (+/- 180 meters Scaled)
 FD0174
 FD0174                          SUPERSEDED SURVEY CONTROL
 FD0174
 FD0174  NGVD 29 (??/??/92)  228.092  (m)          748.33   (f) ADJ UNCH    1 2
 FD0174
 FD0174.Superseded values are not recommended for survey control.
 FD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0174.See file dsdata.txt to determine how the superseded data were derived.
 FD0174
 FD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED492860(NAD 83)
 FD0174_MARKER: DB = BENCH MARK DISK
 FD0174_SETTING: 66 = SET IN ROCK OUTCROP
 FD0174_SP_SET: ROCK OUTCROP
 FD0174_STAMPING: K 179 1949
 FD0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0174+STABILITY: POSITION/ELEVATION WELL
 FD0174
 FD0174  HISTORY     - Date     Condition        Report By
 FD0174  HISTORY     - 1949     MONUMENTED       CGS
 FD0174  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0174
 FD0174                          STATION DESCRIPTION
 FD0174
 FD0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0174'0.8 MI SE FROM KELSO.
 FD0174'0.75 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0174'LOUIS RAILWAY FROM THE STATION AT KELSO, AT A HOUSE OWNED BY
 FD0174'MR. W.C. SOLOMON, SET IN THE TOP OF AN OUTCROPPING OF ROCK,
 FD0174'84 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE TRACK AT
 FD0174'A FARM ROAD CROSSING, 70 1/2 FEET WEST AND ACROSS THE TRACK FROM
 FD0174'THE NORTHWEST CORNER OF THE HOUSE, 15 FEET NORTHEAST OF THE
 FD0174'CENTER LINE OF A ROAD PARALLELING THE TRACK, 6.3 FEET SOUTHWEST
 FD0174'OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE
 FD0174'OF THE ROCK OUTCROP AND ABOUT 1/2 FOOT BELOW THE TRACK.
 FD0174
 FD0174                          STATION RECOVERY (2001)
 FD0174
 FD0174'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0162 ***********************************************************************
 GD0162  DESIGNATION -  K 18
 GD0162  PID         -  GD0162
 GD0162  STATE/COUNTY-  TN/HENRY
 GD0162  USGS QUAD   -  PARIS (1986)
 GD0162
 GD0162                         *CURRENT SURVEY CONTROL
 GD0162  ___________________________________________________________________
 GD0162* NAD 83(1986)-  36 18 06.     (N)    088 19 34.     (W)     SCALED    
 GD0162* NAVD 88     -       158.299  (meters)     519.35   (feet)  ADJUSTED  
 GD0162  ___________________________________________________________________
 GD0162  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0162  DYNAMIC HT  -         158.169 (meters)     518.93  (feet)  COMP
 GD0162  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GD0162
 GD0162  VERT ORDER  -  FIRST     CLASS II
 GD0162
 GD0162.The horizontal coordinates were scaled from a topographic map and have
 GD0162.an estimated accuracy of +/- 6 seconds.
 GD0162
 GD0162.The orthometric height was determined by differential leveling
 GD0162.and adjusted by the National Geodetic Survey in June 1991..
 GD0162
 GD0162.The geoid height was determined by GEOID03.
 GD0162
 GD0162.The dynamic height is computed by dividing the NAVD 88
 GD0162.geopotential number by the normal gravity value computed on the
 GD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0162.degrees latitude (g = 980.6199 gals.).
 GD0162
 GD0162.The modeled gravity was interpolated from observed gravity values.
 GD0162
 GD0162;                    North         East    Units  Estimated Accuracy
 GD0162;SPC TN       -   220,870.      391,090.      MT  (+/- 180 meters Scaled)
 GD0162
 GD0162                          SUPERSEDED SURVEY CONTROL
 GD0162
 GD0162  NGVD 29 (??/??/??)  158.341  (m)          519.49   (f) ADJUSTED    1 2
 GD0162
 GD0162.Superseded values are not recommended for survey control.
 GD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0162.See file dsdata.txt to determine how the superseded data were derived.
 GD0162
 GD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF809182(NAD 83)
 GD0162_MARKER: DB = BENCH MARK DISK
 GD0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0162_SP_SET: STEP
 GD0162_STAMPING: 519.707 K 18 1934
 GD0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0162+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0162
 GD0162  HISTORY     - Date     Condition        Report By
 GD0162  HISTORY     - 1934     MONUMENTED       CGS
 GD0162  HISTORY     - 1935     GOOD             CGS
 GD0162  HISTORY     - 1971     GOOD             NGS
 GD0162  HISTORY     - 20040416 GOOD             GEOCAC
 GD0162  HISTORY     - 20040508 GOOD             USACE
 GD0162
 GD0162                          STATION DESCRIPTION
 GD0162
 GD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0162'AT PARIS.
 GD0162'AT PARIS, HENRY COUNTY, NEAR THE SOUTHWEST CORNER OF THE
 GD0162'COURTHOUSE SQUARE, AT THE INTERSECTION OF MARKET AND WOOD
 GD0162'STREETS, 34 FEET EAST OF THE EAST CURB OF MARKET STREET, 11.3
 GD0162'FEET SOUTH OF THE SOUTH CURB OF WOOD STREET, AT THE POST OFFICE,
 GD0162'AT THE NORTH ENTRANCE TO THE BASEMENT, IN THE TOP OF THE WEST
 GD0162'END OF THE TOP STEP, AND LEVEL WITH THE SIDEWALK.  A STANDARD
 GD0162'DISK, STAMPED 519.707 K 18 1934.  NOTE-- NEW CONCRETE SIDEWALK
 GD0162'HAS BEEN POURED, BUT MARKER DOES NOT APPEAR TO HAVE BEEN
 GD0162'DISTURBED.
 GD0162
 GD0162                          STATION RECOVERY (1971)
 GD0162
 GD0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0162'RECOVERED IN GOOD CONDITION.
 GD0162
 GD0162                          STATION RECOVERY (2004)
 GD0162
 GD0162'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 GD0162'HANDHELD GPS COORDINATES ARE 36 18 6.3 N, 88 19 34.2 W
 GD0162' 
 GD0162
 GD0162                          STATION RECOVERY (2004)
 GD0162
 GD0162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0316 ***********************************************************************
 FD0316  DESIGNATION -  K 180
 FD0316  PID         -  FD0316
 FD0316  STATE/COUNTY-  TN/MARSHALL
 FD0316  USGS QUAD   -  PETERSBURG (1980)
 FD0316
 FD0316                         *CURRENT SURVEY CONTROL
 FD0316  ___________________________________________________________________
 FD0316* NAD 83(1986)-  35 20 49.     (N)    086 40 32.     (W)     SCALED    
 FD0316* NAVD 88     -       241.112  (meters)     791.05   (feet)  ADJUSTED  
 FD0316  ___________________________________________________________________
 FD0316  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0316  DYNAMIC HT  -         240.889 (meters)     790.32  (feet)  COMP
 FD0316  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0316
 FD0316  VERT ORDER  -  FIRST     CLASS II
 FD0316
 FD0316.The horizontal coordinates were scaled from a topographic map and have
 FD0316.an estimated accuracy of +/- 6 seconds.
 FD0316
 FD0316.The orthometric height was determined by differential leveling
 FD0316.and adjusted by the National Geodetic Survey in June 1991..
 FD0316
 FD0316.The geoid height was determined by GEOID03.
 FD0316
 FD0316.The dynamic height is computed by dividing the NAVD 88
 FD0316.geopotential number by the normal gravity value computed on the
 FD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0316.degrees latitude (g = 980.6199 gals.).
 FD0316
 FD0316.The modeled gravity was interpolated from observed gravity values.
 FD0316
 FD0316;                    North         East    Units  Estimated Accuracy
 FD0316;SPC TN       -   112,670.      538,590.      MT  (+/- 180 meters Scaled)
 FD0316
 FD0316                          SUPERSEDED SURVEY CONTROL
 FD0316
 FD0316  NGVD 29 (??/??/92)  241.086  (m)          790.96   (f) ADJ UNCH    1 2
 FD0316
 FD0316.Superseded values are not recommended for survey control.
 FD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0316.See file dsdata.txt to determine how the superseded data were derived.
 FD0316
 FD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE294115(NAD 83)
 FD0316_MARKER: DB = BENCH MARK DISK
 FD0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0316_SP_SET: CULVERT
 FD0316_STAMPING: K 180 1949
 FD0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0316
 FD0316  HISTORY     - Date     Condition        Report By
 FD0316  HISTORY     - 1949     MONUMENTED       CGS
 FD0316
 FD0316                          STATION DESCRIPTION
 FD0316
 FD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0316'3.2 MI NW FROM PETERSBURG.
 FD0316'3.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0316'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.8 MILE
 FD0316'SOUTHEAST OF THE ROAD CROSSING AT TALLEY, ABOUT 0.2 MILE SOUTHEAST
 FD0316'OF A FARM ROAD CROSSING, SET IN THE TOP OF THE SOUTHEAST END OF
 FD0316'THE NORTHEAST CONCRETE HEAD WALL OF A 5-FOOT STONE CULVERT,
 FD0316'87 FEET EAST AND ACROSS THE TRACK FROM POLE NO. 55/10, 6.3 FEET
 FD0316'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT BELOW THE
 FD0316'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0187 ***********************************************************************
 GD0187  DESIGNATION -  K 181
 GD0187  PID         -  GD0187
 GD0187  STATE/COUNTY-  TN/HENRY
 GD0187  USGS QUAD   -  PARIS (1986)
 GD0187
 GD0187                         *CURRENT SURVEY CONTROL
 GD0187  ___________________________________________________________________
 GD0187* NAD 83(1986)-  36 19 46.     (N)    088 21 09.     (W)     SCALED    
 GD0187* NAVD 88     -       179.212  (meters)     587.96   (feet)  ADJUSTED  
 GD0187  ___________________________________________________________________
 GD0187  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0187  DYNAMIC HT  -         179.064 (meters)     587.48  (feet)  COMP
 GD0187  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0187
 GD0187  VERT ORDER  -  FIRST     CLASS II
 GD0187
 GD0187.The horizontal coordinates were scaled from a topographic map and have
 GD0187.an estimated accuracy of +/- 6 seconds.
 GD0187
 GD0187.The orthometric height was determined by differential leveling
 GD0187.and adjusted by the National Geodetic Survey in June 1991..
 GD0187
 GD0187.The geoid height was determined by GEOID03.
 GD0187
 GD0187.The dynamic height is computed by dividing the NAVD 88
 GD0187.geopotential number by the normal gravity value computed on the
 GD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0187.degrees latitude (g = 980.6199 gals.).
 GD0187
 GD0187.The modeled gravity was interpolated from observed gravity values.
 GD0187
 GD0187;                    North         East    Units  Estimated Accuracy
 GD0187;SPC TN       -   224,010.      388,800.      MT  (+/- 180 meters Scaled)
 GD0187
 GD0187                          SUPERSEDED SURVEY CONTROL
 GD0187
 GD0187  NGVD 29 (??/??/??)  179.251  (m)          588.09   (f) ADJUSTED    1 2
 GD0187
 GD0187.Superseded values are not recommended for survey control.
 GD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0187.See file dsdata.txt to determine how the superseded data were derived.
 GD0187
 GD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF786213(NAD 83)
 GD0187_MARKER: DB = BENCH MARK DISK
 GD0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0187_STAMPING: K 181 1949
 GD0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0187+STABILITY: SURFACE MOTION
 GD0187
 GD0187  HISTORY     - Date     Condition        Report By
 GD0187  HISTORY     - 1949     MONUMENTED       CGS
 GD0187  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0187
 GD0187                          STATION DESCRIPTION
 GD0187
 GD0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0187'2.8 MI NW FROM PARIS.
 GD0187'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE
 GD0187'COURT HOUSE AT PARIS, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY
 GD0187'WITH TANGENTS WEST AND SOUTHEAST, 27.5 FEET NORTH OF THE CENTER
 GD0187'LINE OF THE HIGHWAY, 15 FEET NORTHWEST OF THE CENTER LINE OF A
 GD0187'DRIVE NORTHEAST TO A FARM HOUSE, 3 FEET SOUTH OF A WIRE FENCE,
 GD0187'13 FEET WEST-SOUTHWEST OF THE WEST POST OF A GATE, 124 FEET WEST
 GD0187'OF THE SOUTHWEST CORNER OF THE HOUSE, 2 FEET NORTH OF A WHITE
 GD0187'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GD0187'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0187
 GD0187                          STATION RECOVERY (1971)
 GD0187
 GD0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1388 ***********************************************************************
 GC1388  DESIGNATION -  K 182
 GC1388  PID         -  GC1388
 GC1388  STATE/COUNTY-  TN/MONTGOMERY
 GC1388  USGS QUAD   -  EXCELL (1983)
 GC1388
 GC1388                         *CURRENT SURVEY CONTROL
 GC1388  ___________________________________________________________________
 GC1388* NAD 83(1986)-  36 28 25.     (N)    087 17 51.     (W)     SCALED    
 GC1388* NAVD 88     -       123.350  (meters)     404.69   (feet)  ADJUSTED  
 GC1388  ___________________________________________________________________
 GC1388  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1388  DYNAMIC HT  -         123.247 (meters)     404.35  (feet)  COMP
 GC1388  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GC1388
 GC1388  VERT ORDER  -  FIRST     CLASS II
 GC1388
 GC1388.The horizontal coordinates were scaled from a topographic map and have
 GC1388.an estimated accuracy of +/- 6 seconds.
 GC1388
 GC1388.The orthometric height was determined by differential leveling
 GC1388.and adjusted by the National Geodetic Survey in June 1991..
 GC1388
 GC1388.The geoid height was determined by GEOID03.
 GC1388
 GC1388.The dynamic height is computed by dividing the NAVD 88
 GC1388.geopotential number by the normal gravity value computed on the
 GC1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1388.degrees latitude (g = 980.6199 gals.).
 GC1388
 GC1388.The modeled gravity was interpolated from observed gravity values.
 GC1388
 GC1388;                    North         East    Units  Estimated Accuracy
 GC1388;SPC TN       -   238,240.      483,720.      MT  (+/- 180 meters Scaled)
 GC1388
 GC1388                          SUPERSEDED SURVEY CONTROL
 GC1388
 GC1388  NGVD 29 (??/??/92)  123.414  (m)          404.90   (f) ADJ UNCH    1 2
 GC1388
 GC1388.Superseded values are not recommended for survey control.
 GC1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1388.See file dsdata.txt to determine how the superseded data were derived.
 GC1388
 GC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF733365(NAD 83)
 GC1388_MARKER: DB = BENCH MARK DISK
 GC1388_SETTING: 66 = SET IN ROCK OUTCROP
 GC1388_SP_SET: ROCK CUT
 GC1388_STAMPING: K 182 1949
 GC1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1388+STABILITY: POSITION/ELEVATION WELL
 GC1388
 GC1388  HISTORY     - Date     Condition        Report By
 GC1388  HISTORY     - 1949     MONUMENTED       CGS
 GC1388  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1388
 GC1388                          STATION DESCRIPTION
 GC1388
 GC1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1388'6.2 MI SE FROM CLARKSVILLE.
 GC1388'6.2 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1388'STATION AT CLARKSVILLE, ABOUT 0.25 MILE SOUTH OF THE SOUTH END
 GC1388'OF THE STEEL SPAN BRIDGE OVER MC ADOO CREEK, ABOUT 320 YARDS
 GC1388'SOUTH OF MILE POST H 50, 62 FEET SOUTH OF THE NORTH END OF ROCKY
 GC1388'PART OF A CUT, 7 FEET EAST OF THE EAST RAIL, SET IN THE TOP AND
 GC1388'6 INCHES EAST OF THE WEST EDGE OF A SMALL LEDGE IN ROCK CUT AND
 GC1388'ABOUT 4 1/2 FEET ABOVE THE TRACK.
 GC1388
 GC1388                          STATION RECOVERY (1984)
 GC1388
 GC1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1388'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0846 ***********************************************************************
 EE0846  DESIGNATION -  K 183
 EE0846  PID         -  EE0846
 EE0846  STATE/COUNTY-  TN/MARION
 EE0846  USGS QUAD   -  BRIDGEPORT (1983)
 EE0846
 EE0846                         *CURRENT SURVEY CONTROL
 EE0846  ___________________________________________________________________
 EE0846* NAD 83(1986)-  34 59 42.     (N)    085 38 38.     (W)     SCALED    
 EE0846* NAVD 88     -       198.767  (meters)     652.12   (feet)  ADJUSTED  
 EE0846  ___________________________________________________________________
 EE0846  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE0846  DYNAMIC HT  -         198.572 (meters)     651.48  (feet)  COMP
 EE0846  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EE0846
 EE0846  VERT ORDER  -  FIRST     CLASS II
 EE0846
 EE0846.The horizontal coordinates were scaled from a topographic map and have
 EE0846.an estimated accuracy of +/- 6 seconds.
 EE0846
 EE0846.The orthometric height was determined by differential leveling
 EE0846.and adjusted by the National Geodetic Survey in June 1991..
 EE0846
 EE0846.The geoid height was determined by GEOID03.
 EE0846
 EE0846.The dynamic height is computed by dividing the NAVD 88
 EE0846.geopotential number by the normal gravity value computed on the
 EE0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0846.degrees latitude (g = 980.6199 gals.).
 EE0846
 EE0846.The modeled gravity was interpolated from observed gravity values.
 EE0846
 EE0846;                    North         East    Units  Estimated Accuracy
 EE0846;SPC TN       -    73,470.      632,510.      MT  (+/- 180 meters Scaled)
 EE0846
 EE0846                          SUPERSEDED SURVEY CONTROL
 EE0846
 EE0846  NGVD 29 (??/??/92)  198.763  (m)          652.11   (f) ADJ UNCH    1 2
 EE0846
 EE0846.Superseded values are not recommended for survey control.
 EE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0846.See file dsdata.txt to determine how the superseded data were derived.
 EE0846
 EE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD237733(NAD 83)
 EE0846_MARKER: DB = BENCH MARK DISK
 EE0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0846_STAMPING: K 183 1950
 EE0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0846+STABILITY: SURFACE MOTION
 EE0846
 EE0846  HISTORY     - Date     Condition        Report By
 EE0846  HISTORY     - 1950     MONUMENTED       CGS
 EE0846  HISTORY     - 1963     GOOD             NGS
 EE0846
 EE0846                          STATION DESCRIPTION
 EE0846
 EE0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0846'2.1 MI NE FROM LONG ISLAND.
 EE0846'ABOUT 2.1 MILES NE ALONG SOUTHERN AND THE LOUISVILLE AND NASHVILLE
 EE0846'RAILROADS FROM THE STATION AT LONG ISLAND, ABOUT 0.8 MILE NE
 EE0846'ALONG SAME FROM THE TENNESSEE-ALABAMA BOUNDARY, ABOUT 0.3 MILE SW
 EE0846'OF MOORES CROSSING, AT OLD PRIVATE ROAD CROSSING, 20 FEET S
 EE0846'OF THE LINE OF E-W FENCES, 21.3 FEET SE OF SE RAIL OF MAIN LINE
 EE0846'DOUBLE TRACKS, 3.8 FEET LOWER THAN TOP OF SAME, 11 FEET SW OF
 EE0846'CENTER LINE OF THE PRIVATE ROAD, 1.5 FEET SW OF STEEL T.V.A.
 EE0846'WITNESS POST, ONE FOOT NW OF A FENCE, AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1104 ***********************************************************************
 FC1104  DESIGNATION -  K 184
 FC1104  PID         -  FC1104
 FC1104  STATE/COUNTY-  TN/HAMILTON
 FC1104  USGS QUAD   -  DAISY (1976)
 FC1104
 FC1104                         *CURRENT SURVEY CONTROL
 FC1104  ___________________________________________________________________
 FC1104* NAD 83(1986)-  35 07 50.     (N)    085 14 03.     (W)     SCALED    
 FC1104* NAVD 88     -       206.403  (meters)     677.17   (feet)  ADJUSTED  
 FC1104  ___________________________________________________________________
 FC1104  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1104  DYNAMIC HT  -         206.199 (meters)     676.50  (feet)  COMP
 FC1104  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 FC1104
 FC1104  VERT ORDER  -  FIRST     CLASS II
 FC1104
 FC1104.The horizontal coordinates were scaled from a topographic map and have
 FC1104.an estimated accuracy of +/- 6 seconds.
 FC1104
 FC1104.The orthometric height was determined by differential leveling
 FC1104.and adjusted by the National Geodetic Survey in June 1991..
 FC1104
 FC1104.The geoid height was determined by GEOID03.
 FC1104
 FC1104.The dynamic height is computed by dividing the NAVD 88
 FC1104.geopotential number by the normal gravity value computed on the
 FC1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1104.degrees latitude (g = 980.6199 gals.).
 FC1104
 FC1104.The modeled gravity was interpolated from observed gravity values.
 FC1104
 FC1104;                    North         East    Units  Estimated Accuracy
 FC1104;SPC TN       -    88,730.      669,800.      MT  (+/- 180 meters Scaled)
 FC1104
 FC1104                          SUPERSEDED SURVEY CONTROL
 FC1104
 FC1104  NGVD 29 (??/??/92)  206.446  (m)          677.31   (f) ADJ UNCH    1 2
 FC1104
 FC1104.Superseded values are not recommended for survey control.
 FC1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1104.See file dsdata.txt to determine how the superseded data were derived.
 FC1104
 FC1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD608889(NAD 83)
 FC1104_MARKER: DB = BENCH MARK DISK
 FC1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1104_STAMPING: K 184 1950
 FC1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1104+STABILITY: SURFACE MOTION
 FC1104
 FC1104  HISTORY     - Date     Condition        Report By
 FC1104  HISTORY     - 1950     MONUMENTED       CGS
 FC1104  HISTORY     - 1972     GOOD             TVA
 FC1104  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1104
 FC1104                          STATION DESCRIPTION
 FC1104
 FC1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1104'0.9 MI S FROM HIXON.
 FC1104'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1104'HIXON, AT A ROAD CROSSING, 58 FEET SOUTHWEST OF THE CENTER OF
 FC1104'THE CROSSING, 43 1/2 FEET WEST OF THE WEST RAIL, 11 FEET SOUTH OF
 FC1104'THE CENTER LINE OF THE ROAD, 18 1/2 FEET NORTH OF POWER POLE
 FC1104'NO. D 8119, 10 FEET SOUTHWEST OF THE SOUTH END OF A 12-INCH TILE
 FC1104'PIPE CULVERT UNDER ROAD, 6 1/2 FEET EAST-SOUTHEAST OF A FENCE
 FC1104'CORNER, 1 1/2 FEET EAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FC1104'4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC1104'PROJECTING 2 INCHES.
 FC1104
 FC1104                          STATION RECOVERY (1972)
 FC1104
 FC1104'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1104'RECOVERED IN GOOD CONDITION.
 FC1104
 FC1104                          STATION RECOVERY (1998)
 FC1104
 FC1104'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0477 ***********************************************************************
 FD0477  DESIGNATION -  K 185
 FD0477  PID         -  FD0477
 FD0477  STATE/COUNTY-  TN/MAURY
 FD0477  USGS QUAD   -  GLENDALE (1981)
 FD0477
 FD0477                         *CURRENT SURVEY CONTROL
 FD0477  ___________________________________________________________________
 FD0477* NAD 83(1986)-  35 31 09.     (N)    086 53 54.     (W)     SCALED    
 FD0477* NAVD 88     -       223.596  (meters)     733.58   (feet)  ADJUSTED  
 FD0477  ___________________________________________________________________
 FD0477  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0477  DYNAMIC HT  -         223.397 (meters)     732.93  (feet)  COMP
 FD0477  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 FD0477
 FD0477  VERT ORDER  -  FIRST     CLASS II
 FD0477
 FD0477.The horizontal coordinates were scaled from a topographic map and have
 FD0477.an estimated accuracy of +/- 6 seconds.
 FD0477
 FD0477.The orthometric height was determined by differential leveling
 FD0477.and adjusted by the National Geodetic Survey in June 1991..
 FD0477
 FD0477.The geoid height was determined by GEOID03.
 FD0477
 FD0477.The dynamic height is computed by dividing the NAVD 88
 FD0477.geopotential number by the normal gravity value computed on the
 FD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0477.degrees latitude (g = 980.6199 gals.).
 FD0477
 FD0477.The modeled gravity was interpolated from observed gravity values.
 FD0477
 FD0477;                    North         East    Units  Estimated Accuracy
 FD0477;SPC TN       -   131,940.      518,520.      MT  (+/- 180 meters Scaled)
 FD0477
 FD0477                          SUPERSEDED SURVEY CONTROL
 FD0477
 FD0477  NGVD 29 (??/??/92)  223.581  (m)          733.53   (f) ADJ UNCH    1 2
 FD0477
 FD0477.Superseded values are not recommended for survey control.
 FD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0477.See file dsdata.txt to determine how the superseded data were derived.
 FD0477
 FD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE092306(NAD 83)
 FD0477_MARKER: DB = BENCH MARK DISK
 FD0477_SETTING: 66 = SET IN ROCK OUTCROP
 FD0477_SP_SET: ROCK OUTCROP
 FD0477_STAMPING: K 185 1949
 FD0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0477+STABILITY: POSITION/ELEVATION WELL
 FD0477
 FD0477  HISTORY     - Date     Condition        Report By
 FD0477  HISTORY     - 1949     MONUMENTED       CGS
 FD0477  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0477
 FD0477                          STATION DESCRIPTION
 FD0477
 FD0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0477'0.7 MI NW FROM BRYANT.
 FD0477'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0477'SCHOOL AT BRYANT, ABOUT 0.75 MILE SOUTHEAST OF PARK STATION
 FD0477'SCHOOL ON NORTHEAST SIDE OF HIGHWAY, AT A SMALL 1 1/2 STORY
 FD0477'WHITE HOUSE OWNED BY EDWARD LEE, SET IN THE TOP OF AN OUTCROPPING
 FD0477'ROCK IN WEST SIDE OF LAWN, 59 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FD0477'CORNER OF THE BRICK CHIMNEY OF HOUSE, 92 FEET NORTH OF THE CENTER
 FD0477'LINE OF THE HIGHWAY, 57 FEET SOUTH-SOUTHWEST OF A 6-INCH DRILLED
 FD0477'WELL, 24 1/2 FEET SOUTHEAST OF A FENCE LINE, 11 FEET SOUTH-SOUTHWEST
 FD0477'OF AN 8-INCH MAPLE TREE, AND ABOUT 1 1/2 FEET BELOW THE HIGHWAY.
 FD0477
 FD0477                          STATION RECOVERY (1972)
 FD0477
 FD0477'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0043 ***********************************************************************
 FD0043  DESIGNATION -  K 186
 FD0043  PID         -  FD0043
 FD0043  STATE/COUNTY-  TN/RUTHERFORD
 FD0043  USGS QUAD   -  WALTERHILL (1998)
 FD0043
 FD0043                         *CURRENT SURVEY CONTROL
 FD0043  ___________________________________________________________________
 FD0043* NAD 83(1986)-  35 57 05.     (N)    086 29 33.     (W)     SCALED    
 FD0043* NAVD 88     -       174.955  (meters)     574.00   (feet)  ADJUSTED  
 FD0043  ___________________________________________________________________
 FD0043  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FD0043  DYNAMIC HT  -         174.805 (meters)     573.51  (feet)  COMP
 FD0043  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD0043
 FD0043  VERT ORDER  -  FIRST     CLASS II
 FD0043
 FD0043.The horizontal coordinates were scaled from a topographic map and have
 FD0043.an estimated accuracy of +/- 6 seconds.
 FD0043
 FD0043.The orthometric height was determined by differential leveling
 FD0043.and adjusted by the National Geodetic Survey in June 1991..
 FD0043
 FD0043.The geoid height was determined by GEOID03.
 FD0043
 FD0043.The dynamic height is computed by dividing the NAVD 88
 FD0043.geopotential number by the normal gravity value computed on the
 FD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0043.degrees latitude (g = 980.6199 gals.).
 FD0043
 FD0043.The modeled gravity was interpolated from observed gravity values.
 FD0043
 FD0043;                    North         East    Units  Estimated Accuracy
 FD0043;SPC TN       -   179,630.      555,570.      MT  (+/- 180 meters Scaled)
 FD0043
 FD0043                          SUPERSEDED SURVEY CONTROL
 FD0043
 FD0043  NGVD 29 (??/??/92)  174.972  (m)          574.05   (f) ADJ UNCH    1 2
 FD0043
 FD0043.Superseded values are not recommended for survey control.
 FD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0043.See file dsdata.txt to determine how the superseded data were derived.
 FD0043
 FD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE457786(NAD 83)
 FD0043_MARKER: DB = BENCH MARK DISK
 FD0043_SETTING: 66 = SET IN ROCK OUTCROP
 FD0043_SP_SET: ROCK OUTCROP
 FD0043_STAMPING: K 186 1949
 FD0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0043+STABILITY: POSITION/ELEVATION WELL
 FD0043
 FD0043  HISTORY     - Date     Condition        Report By
 FD0043  HISTORY     - 1949     MONUMENTED       CGS
 FD0043  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0043
 FD0043                          STATION DESCRIPTION
 FD0043
 FD0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0043'2.6 MI SE FROM SMYRNA.
 FD0043'2.65 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0043'LOUIS RAILWAY FROM THE STATION AT SMYRNA, AT THE NORTHWEST END OF
 FD0043'A CUT, 33 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET
 FD0043'NORTHEAST OF A METAL RAILWAY BATTERY BOX, 4.8 FEET EAST-NORTHEAST
 FD0043'OF POLE 22/25, 2 FEET BELOW THE TRACK AND SET IN AN OUTCROP
 FD0043'OF ROCK.
 FD0043
 FD0043                          STATION RECOVERY (2001)
 FD0043
 FD0043'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0379 ***********************************************************************
 GC0379  DESIGNATION -  K 188
 GC0379  PID         -  GC0379
 GC0379  STATE/COUNTY-  TN/DAVIDSON
 GC0379  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0379
 GC0379                         *CURRENT SURVEY CONTROL
 GC0379  ___________________________________________________________________
 GC0379* NAD 83(1986)-  36 12 11.     (N)    086 51 12.     (W)     SCALED    
 GC0379* NAVD 88     -       127.442  (meters)     418.12   (feet)  ADJUSTED  
 GC0379  ___________________________________________________________________
 GC0379  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0379  DYNAMIC HT  -         127.332 (meters)     417.76  (feet)  COMP
 GC0379  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0379
 GC0379  VERT ORDER  -  FIRST     CLASS II
 GC0379
 GC0379.The horizontal coordinates were scaled from a topographic map and have
 GC0379.an estimated accuracy of +/- 6 seconds.
 GC0379
 GC0379.The orthometric height was determined by differential leveling
 GC0379.and adjusted by the National Geodetic Survey in June 1991..
 GC0379.WARNING-Repeat measurements at this control monument indicate possible
 GC0379.vertical movement.
 GC0379
 GC0379.The geoid height was determined by GEOID03.
 GC0379
 GC0379.The dynamic height is computed by dividing the NAVD 88
 GC0379.geopotential number by the normal gravity value computed on the
 GC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0379.degrees latitude (g = 980.6199 gals.).
 GC0379
 GC0379.The modeled gravity was interpolated from observed gravity values.
 GC0379
 GC0379;                    North         East    Units  Estimated Accuracy
 GC0379;SPC TN       -   207,780.      523,260.      MT  (+/- 180 meters Scaled)
 GC0379
 GC0379                          SUPERSEDED SURVEY CONTROL
 GC0379
 GC0379  NGVD 29 (??/??/92)  127.462  (m)          418.18   (f) ADJ UNCH    1 2
 GC0379
 GC0379.Superseded values are not recommended for survey control.
 GC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0379.See file dsdata.txt to determine how the superseded data were derived.
 GC0379
 GC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF131064(NAD 83)
 GC0379_MARKER: DB = BENCH MARK DISK
 GC0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC0379_STAMPING: K 188 1949
 GC0379_MARK LOGO: CGS   
 GC0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0379
 GC0379  HISTORY     - Date     Condition        Report By
 GC0379  HISTORY     - 1949     MONUMENTED       CGS
 GC0379  HISTORY     - 1984     GOOD             NGS
 GC0379
 GC0379                          STATION DESCRIPTION
 GC0379
 GC0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0379'3.7 MI NW FROM NASHVILLE.
 GC0379'3.7 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0379'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, SET IN THE TOP OF
 GC0379'THE NORTHEAST END OF THE SOUTHEAST STONE ABUTMENT OF RAILROAD BRIDGE
 GC0379'NO. H-14.76 OVER WHITES CREEK, 8.8 FEET NORTHEAST OF THE NORTHEAST
 GC0379'RAIL AND ABOUT 6 FEET BELOW THE TRACK.
 GC0379
 GC0379                          STATION RECOVERY (1984)
 GC0379
 GC0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1923 ***********************************************************************
 FB1923  DESIGNATION -  K 189
 FB1923  PID         -  FB1923
 FB1923  STATE/COUNTY-  TN/KNOX
 FB1923  USGS QUAD   -  KNOXVILLE (1978)
 FB1923
 FB1923                         *CURRENT SURVEY CONTROL
 FB1923  ___________________________________________________________________
 FB1923* NAD 83(1986)-  35 59 18.     (N)    083 56 37.     (W)     SCALED    
 FB1923* NAVD 88     -       287.978  (meters)     944.81   (feet)  ADJUSTED  
 FB1923  ___________________________________________________________________
 FB1923  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1923  DYNAMIC HT  -         287.711 (meters)     943.93  (feet)  COMP
 FB1923  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FB1923
 FB1923  VERT ORDER  -  FIRST     CLASS II
 FB1923
 FB1923.The horizontal coordinates were scaled from a topographic map and have
 FB1923.an estimated accuracy of +/- 6 seconds.
 FB1923
 FB1923.The orthometric height was determined by differential leveling
 FB1923.and adjusted by the National Geodetic Survey in June 1991..
 FB1923
 FB1923.The geoid height was determined by GEOID03.
 FB1923
 FB1923.The dynamic height is computed by dividing the NAVD 88
 FB1923.geopotential number by the normal gravity value computed on the
 FB1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1923.degrees latitude (g = 980.6199 gals.).
 FB1923
 FB1923.The modeled gravity was interpolated from observed gravity values.
 FB1923
 FB1923;                    North         East    Units  Estimated Accuracy
 FB1923;SPC TN       -   185,570.      785,420.      MT  (+/- 180 meters Scaled)
 FB1923
 FB1923                          SUPERSEDED SURVEY CONTROL
 FB1923
 FB1923  NGVD 29 (??/??/92)  288.106  (m)          945.23   (f) ADJ UNCH    1 2
 FB1923
 FB1923.Superseded values are not recommended for survey control.
 FB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1923.See file dsdata.txt to determine how the superseded data were derived.
 FB1923
 FB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV346866(NAD 83)
 FB1923_MARKER: DB = BENCH MARK DISK
 FB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1923_STAMPING: K 189 1950
 FB1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1923+STABILITY: SURFACE MOTION
 FB1923
 FB1923  HISTORY     - Date     Condition        Report By
 FB1923  HISTORY     - 1950     MONUMENTED       CGS
 FB1923  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1923  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1923
 FB1923                          STATION DESCRIPTION
 FB1923
 FB1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1923'AT KNOXVILLE.
 FB1923'AT KNOXVILLE, ABOUT 2.15 MILES NORTHWEST ALONG THE SOUTHERN
 FB1923'RAILWAY FROM THE STATION, AT THE WEST CORNER OF A STEEL FENCE
 FB1923'AROUND DEMPSTER MANUFACTURING COMPANY, 24 FEET SOUTHEAST OF THE
 FB1923'CENTER LINE OF BURWELL AVENUE, 28 FEET NORTHEAST OF THE NORTHEAST
 FB1923'RAIL OF THE MAIN TRACK, 11 FEET NORTHEAST OF THE NORTHEAST
 FB1923'RAIL OF A SIDE TRACK, 14 FEET SOUTH-SOUTHEAST OF A RAILWAY
 FB1923'MAINTENANCE LIMIT SIGN POST, 2 1/2 FEET NORTH-NORTHEAST OF A
 FB1923'FENCE CORNER, 1 1/2 FEET WEST-SOUTHWEST OF A T.V.A. STEEL WITNESS
 FB1923'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FB1923'POST PROJECTING 6 INCHES.
 FB1923
 FB1923                          STATION RECOVERY (1967)
 FB1923
 FB1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1923'MARK NOT FOUND.
 FB1923
 FB1923                          STATION RECOVERY (1982)
 FB1923
 FB1923'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1575 ***********************************************************************
 GC1575  DESIGNATION -  K 19
 GC1575  PID         -  GC1575
 GC1575  STATE/COUNTY-  TN/HUMPHREYS
 GC1575  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1575
 GC1575                         *CURRENT SURVEY CONTROL
 GC1575  ___________________________________________________________________
 GC1575* NAD 83(1986)-  36 03 10.     (N)    087 56 12.     (W)     SCALED    
 GC1575* NAVD 88     -       114.478  (meters)     375.58   (feet)  ADJUSTED  
 GC1575  ___________________________________________________________________
 GC1575  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1575  DYNAMIC HT  -         114.380 (meters)     375.26  (feet)  COMP
 GC1575  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC1575
 GC1575  VERT ORDER  -  FIRST     CLASS II
 GC1575
 GC1575.The horizontal coordinates were scaled from a topographic map and have
 GC1575.an estimated accuracy of +/- 6 seconds.
 GC1575
 GC1575.The orthometric height was determined by differential leveling
 GC1575.and adjusted by the National Geodetic Survey in June 1991..
 GC1575
 GC1575.The geoid height was determined by GEOID03.
 GC1575
 GC1575.The dynamic height is computed by dividing the NAVD 88
 GC1575.geopotential number by the normal gravity value computed on the
 GC1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1575.degrees latitude (g = 980.6199 gals.).
 GC1575
 GC1575.The modeled gravity was interpolated from observed gravity values.
 GC1575
 GC1575;                    North         East    Units  Estimated Accuracy
 GC1575;SPC TN       -   192,500.      425,520.      MT  (+/- 180 meters Scaled)
 GC1575
 GC1575                          SUPERSEDED SURVEY CONTROL
 GC1575
 GC1575  NGVD 29 (??/??/92)  114.511  (m)          375.69   (f) ADJ UNCH    1 2
 GC1575
 GC1575.Superseded values are not recommended for survey control.
 GC1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1575.See file dsdata.txt to determine how the superseded data were derived.
 GC1575
 GC1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE156902(NAD 83)
 GC1575_MARKER: DD = SURVEY DISK
 GC1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1575_SP_SET: BRIDGE
 GC1575_STAMPING: 375.839 TENN K 19 1925
 GC1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1575
 GC1575  HISTORY     - Date     Condition        Report By
 GC1575  HISTORY     - 1925     MONUMENTED       USGS
 GC1575  HISTORY     - 1947     GOOD             NGS
 GC1575  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1575
 GC1575                          STATION DESCRIPTION
 GC1575
 GC1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1575'0.8 MI W FROM DENVER.
 GC1575'0.8 MILE WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1575'FROM THE POST OFFICE AT DENVER, ABOUT 1/4 MILE WEST OF THE
 GC1575'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, AT A 6-FOOT CONCRETE
 GC1575'BRIDGE UNDER THE OLD RAILWAY GRADE, IN THE TOP OF THE SOUTH END
 GC1575'OF THE EAST CONCRETE ABUTMENT, 8 FEET SOUTH OF THE CENTER LINE
 GC1575'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GC1575
 GC1575                          STATION RECOVERY (1988)
 GC1575
 GC1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0059 ***********************************************************************
 FE0059  DESIGNATION -  K 19
 FE0059  PID         -  FE0059
 FE0059  STATE/COUNTY-  TN/HENDERSON
 FE0059  USGS QUAD   -  YUMA (1986)
 FE0059
 FE0059                         *CURRENT SURVEY CONTROL
 FE0059  ___________________________________________________________________
 FE0059* NAD 83(1986)-  35 46 50.     (N)    088 21 40.     (W)     SCALED    
 FE0059* NAVD 88     -       145.595  (meters)     477.67   (feet)  ADJUSTED  
 FE0059  ___________________________________________________________________
 FE0059  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0059  DYNAMIC HT  -         145.467 (meters)     477.25  (feet)  COMP
 FE0059  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FE0059
 FE0059  VERT ORDER  -  FIRST     CLASS II
 FE0059
 FE0059.The horizontal coordinates were scaled from a topographic map and have
 FE0059.an estimated accuracy of +/- 6 seconds.
 FE0059
 FE0059.The orthometric height was determined by differential leveling
 FE0059.and adjusted by the National Geodetic Survey in June 1991..
 FE0059
 FE0059.The geoid height was determined by GEOID03.
 FE0059
 FE0059.The dynamic height is computed by dividing the NAVD 88
 FE0059.geopotential number by the normal gravity value computed on the
 FE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0059.degrees latitude (g = 980.6199 gals.).
 FE0059
 FE0059.The modeled gravity was interpolated from observed gravity values.
 FE0059
 FE0059;                    North         East    Units  Estimated Accuracy
 FE0059;SPC TN       -   163,140.      386,560.      MT  (+/- 180 meters Scaled)
 FE0059
 FE0059                          SUPERSEDED SURVEY CONTROL
 FE0059
 FE0059  NGVD 29 (??/??/??)  145.616  (m)          477.74   (f) ADJUSTED    1 2
 FE0059
 FE0059.Superseded values are not recommended for survey control.
 FE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0059.See file dsdata.txt to determine how the superseded data were derived.
 FE0059
 FE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE769604(NAD 83)
 FE0059_MARKER: DB = BENCH MARK DISK
 FE0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0059_STAMPING: 477.886 K 19 1934
 FE0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0059+STABILITY: SURFACE MOTION
 FE0059
 FE0059  HISTORY     - Date     Condition        Report By
 FE0059  HISTORY     - 1934     MONUMENTED       CGS
 FE0059  HISTORY     - 1937     GOOD             CGS
 FE0059  HISTORY     - 1972     GOOD             TVA
 FE0059
 FE0059                          STATION DESCRIPTION
 FE0059
 FE0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0059'AT WILDERSVILLE.
 FE0059'AT WILDERVILLE, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE0059'AND ST. LOUIS RAILWAY, 15 RAILS SOUTHWEST OF THE STATION, AT
 FE0059'MILEAGE 107.2, OPPOSITE SURVEY STATION 5649+34, 40 FEET NORTHWEST
 FE0059'OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND AT A FENCE.  A
 FE0059'STANDARD DISK, STAMPED 477.886 K 19 1934 AND SET IN THE TOP OF A
 FE0059'CONCRETE POST.  NOTE-- ABOUT 112 FT SW OF Z-STORY WHITE FRAME
 FE0059'HOUSE, 49.5 W OF CENTERLINE MAIN RR TRACK, 5.2 S OF CORNER FENCE
 FE0059'POST, 100.0 N 70 W OF TELEPHONE POLE. TVA POST AND SIGN.
 FE0059
 FE0059                          STATION RECOVERY (1972)
 FE0059
 FE0059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0494 ***********************************************************************
 GB0494  DESIGNATION -  K 190
 GB0494  PID         -  GB0494
 GB0494  STATE/COUNTY-  TN/ANDERSON
 GB0494  USGS QUAD   -  CLINTON (1990)
 GB0494
 GB0494                         *CURRENT SURVEY CONTROL
 GB0494  ___________________________________________________________________
 GB0494* NAD 83(1986)-  36 06 06.     (N)    084 08 19.     (W)     SCALED    
 GB0494* NAVD 88     -       266.075  (meters)     872.95   (feet)  ADJUSTED  
 GB0494  ___________________________________________________________________
 GB0494  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0494  DYNAMIC HT  -         265.833 (meters)     872.15  (feet)  COMP
 GB0494  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 GB0494
 GB0494  VERT ORDER  -  FIRST     CLASS I
 GB0494
 GB0494.The horizontal coordinates were scaled from a topographic map and have
 GB0494.an estimated accuracy of +/- 6 seconds.
 GB0494
 GB0494.The orthometric height was determined by differential leveling
 GB0494.and adjusted by the National Geodetic Survey in June 1991..
 GB0494
 GB0494.The geoid height was determined by GEOID03.
 GB0494
 GB0494.The dynamic height is computed by dividing the NAVD 88
 GB0494.geopotential number by the normal gravity value computed on the
 GB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0494.degrees latitude (g = 980.6199 gals.).
 GB0494
 GB0494.The modeled gravity was interpolated from observed gravity values.
 GB0494
 GB0494;                    North         East    Units  Estimated Accuracy
 GB0494;SPC TN       -   197,790.      767,600.      MT  (+/- 180 meters Scaled)
 GB0494
 GB0494                          SUPERSEDED SURVEY CONTROL
 GB0494
 GB0494  NGVD 29 (??/??/92)  266.210  (m)          873.39   (f) ADJ UNCH    1 1
 GB0494
 GB0494.Superseded values are not recommended for survey control.
 GB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0494.See file dsdata.txt to determine how the superseded data were derived.
 GB0494
 GB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE575990(NAD 83)
 GB0494_MARKER: DB = BENCH MARK DISK
 GB0494_SETTING: 66 = SET IN ROCK OUTCROP
 GB0494_SP_SET: ROCK LEDGE
 GB0494_STAMPING: K 190 1950
 GB0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0494+STABILITY: POSITION/ELEVATION WELL
 GB0494
 GB0494  HISTORY     - Date     Condition        Report By
 GB0494  HISTORY     - 1950     MONUMENTED       CGS
 GB0494  HISTORY     - 1967     GOOD             NGS
 GB0494  HISTORY     - 1973     GOOD             TVA
 GB0494
 GB0494                          STATION DESCRIPTION
 GB0494
 GB0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0494'AT CLINTON.
 GB0494'AT CLINTON, ABOUT 0.6 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GB0494'FROM THE STATION, 123 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 GB0494'OF WEST BROAD STREET, SET ON THE TOP OF A SLOPING ROCK LEDGE AT
 GB0494'THE BASE OF A CUT THAT IS ABOUT 125 FEET LONG AND 10 FEET
 GB0494'HIGH, 24.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 26.1 FEET
 GB0494'SOUTHWEST OF A TELEGRAPH POLE, 1.6 FEET NORTHEAST OF THE SOUTHEAST
 GB0494'CORNER OF A 2 1/2-FOOT HIGH V SHAPED ROCK ON THE LEDGE AND ABOUT
 GB0494'1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GB0494
 GB0494                          STATION RECOVERY (1973)
 GB0494
 GB0494'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0857 ***********************************************************************
 GB0857  DESIGNATION -  K 191
 GB0857  PID         -  GB0857
 GB0857  STATE/COUNTY-  TN/MORGAN
 GB0857  USGS QUAD   -  LANCING (1984)
 GB0857
 GB0857                         *CURRENT SURVEY CONTROL
 GB0857  ___________________________________________________________________
 GB0857* NAD 83(1986)-  36 03 34.     (N)    084 38 02.     (W)     SCALED    
 GB0857* NAVD 88     -       267.861  (meters)     878.81   (feet)  ADJUSTED  
 GB0857  ___________________________________________________________________
 GB0857  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0857  DYNAMIC HT  -         267.620 (meters)     878.02  (feet)  COMP
 GB0857  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0857
 GB0857  VERT ORDER  -  FIRST     CLASS I
 GB0857
 GB0857.The horizontal coordinates were scaled from a topographic map and have
 GB0857.an estimated accuracy of +/- 6 seconds.
 GB0857
 GB0857.The orthometric height was determined by differential leveling
 GB0857.and adjusted by the National Geodetic Survey in June 1991..
 GB0857
 GB0857.The geoid height was determined by GEOID03.
 GB0857
 GB0857.The dynamic height is computed by dividing the NAVD 88
 GB0857.geopotential number by the normal gravity value computed on the
 GB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0857.degrees latitude (g = 980.6199 gals.).
 GB0857
 GB0857.The modeled gravity was interpolated from observed gravity values.
 GB0857
 GB0857;                    North         East    Units  Estimated Accuracy
 GB0857;SPC TN       -   192,370.      723,070.      MT  (+/- 180 meters Scaled)
 GB0857
 GB0857                          SUPERSEDED SURVEY CONTROL
 GB0857
 GB0857  NGVD 29 (??/??/92)  267.979  (m)          879.19   (f) ADJ UNCH    1 1
 GB0857
 GB0857.Superseded values are not recommended for survey control.
 GB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0857.See file dsdata.txt to determine how the superseded data were derived.
 GB0857
 GB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE131931(NAD 83)
 GB0857_MARKER: DB = BENCH MARK DISK
 GB0857_SETTING: 66 = SET IN ROCK OUTCROP
 GB0857_SP_SET: ROCK CUT
 GB0857_STAMPING: K 191 1950
 GB0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0857+STABILITY: POSITION/ELEVATION WELL
 GB0857
 GB0857  HISTORY     - Date     Condition        Report By
 GB0857  HISTORY     - 1950     MONUMENTED       CGS
 GB0857  HISTORY     - 1968     GOOD             NGS
 GB0857
 GB0857                          STATION DESCRIPTION
 GB0857
 GB0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0857'6.2 MI SE FROM LANCING.
 GB0857'ABOUT 6.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0857'STATION AT LANCING, OR ABOUT 7.05 MILES NORTHWEST ALONG THE
 GB0857'SOUTHERN RAILWAY FROM THE STATION AT OAKDALE, 0.35 MILE SOUTHEAST
 GB0857'OF MILEPOST 247, SET IN THE TOP OF A TRIANGULAR SHAPED LEDGE ON
 GB0857'THE NORTHEAST ROCK WALL OF A CUT FOR THE RAILROAD, 23 FEET NORTHEAST
 GB0857'OF THE NORTHEAST RAIL, 16 FEET SOUTHEAST OF A METAL TELEPHONE BOX,
 GB0857'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL
 GB0857'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0968 ***********************************************************************
 FC0968  DESIGNATION -  K 192
 FC0968  PID         -  FC0968
 FC0968  STATE/COUNTY-  TN/RHEA
 FC0968  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC0968
 FC0968                         *CURRENT SURVEY CONTROL
 FC0968  ___________________________________________________________________
 FC0968* NAD 83(1986)-  35 30 14.     (N)    085 00 36.     (W)     SCALED    
 FC0968* NAVD 88     -       218.518  (meters)     716.92   (feet)  ADJUSTED  
 FC0968  ___________________________________________________________________
 FC0968  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0968  DYNAMIC HT  -         218.309 (meters)     716.24  (feet)  COMP
 FC0968  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0968
 FC0968  VERT ORDER  -  FIRST     CLASS II
 FC0968
 FC0968.The horizontal coordinates were scaled from a topographic map and have
 FC0968.an estimated accuracy of +/- 6 seconds.
 FC0968
 FC0968.The orthometric height was determined by differential leveling
 FC0968.and adjusted by the National Geodetic Survey in June 1991..
 FC0968
 FC0968.The geoid height was determined by GEOID03.
 FC0968
 FC0968.The dynamic height is computed by dividing the NAVD 88
 FC0968.geopotential number by the normal gravity value computed on the
 FC0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0968.degrees latitude (g = 980.6199 gals.).
 FC0968
 FC0968.The modeled gravity was interpolated from observed gravity values.
 FC0968
 FC0968;                    North         East    Units  Estimated Accuracy
 FC0968;SPC TN       -   130,330.      689,810.      MT  (+/- 180 meters Scaled)
 FC0968
 FC0968                          SUPERSEDED SURVEY CONTROL
 FC0968
 FC0968  NGVD 29 (??/??/92)  218.594  (m)          717.17   (f) ADJ UNCH    1 2
 FC0968
 FC0968.Superseded values are not recommended for survey control.
 FC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0968.See file dsdata.txt to determine how the superseded data were derived.
 FC0968
 FC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE804307(NAD 83)
 FC0968_MARKER: DB = BENCH MARK DISK
 FC0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0968_STAMPING: K 192 1950
 FC0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0968+STABILITY: SURFACE MOTION
 FC0968
 FC0968  HISTORY     - Date     Condition        Report By
 FC0968  HISTORY     - 1950     MONUMENTED       CGS
 FC0968
 FC0968                          STATION DESCRIPTION
 FC0968
 FC0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0968'0.8 MI NE FROM DAYTON.
 FC0968'0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0968'AT DAYTON, AT A GRAVEL ROAD CROSSING, ACROSS TRACKS FROM THE
 FC0968'GULF REFINING COMPANY BULK PLANT, 71 FEET WEST OF THE WEST
 FC0968'RAIL, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 FC0968'SOUTH OF A STEEL FENCE AROUND A MANUFACTURING PLANT, 23 FEET
 FC0968'WEST OF THE STEEL FENCE CORNER, 1 FOOT EAST OF A T.V.A. STEEL
 FC0968'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 FC0968'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0790 ***********************************************************************
 FC0790  DESIGNATION -  K 193
 FC0790  PID         -  FC0790
 FC0790  STATE/COUNTY-  TN/MCMINN
 FC0790  USGS QUAD   -  NIOTA (1990)
 FC0790
 FC0790                         *CURRENT SURVEY CONTROL
 FC0790  ___________________________________________________________________
 FC0790* NAD 83(1986)-  35 36 01.     (N)    084 31 14.     (W)     SCALED    
 FC0790* NAVD 88     -       291.611  (meters)     956.73   (feet)  ADJUSTED  
 FC0790  ___________________________________________________________________
 FC0790  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0790  DYNAMIC HT  -         291.327 (meters)     955.80  (feet)  COMP
 FC0790  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0790
 FC0790  VERT ORDER  -  FIRST     CLASS II
 FC0790
 FC0790.The horizontal coordinates were scaled from a topographic map and have
 FC0790.an estimated accuracy of +/- 6 seconds.
 FC0790
 FC0790.The orthometric height was determined by differential leveling
 FC0790.and adjusted by the National Geodetic Survey in June 1991..
 FC0790
 FC0790.The geoid height was determined by GEOID03.
 FC0790
 FC0790.The dynamic height is computed by dividing the NAVD 88
 FC0790.geopotential number by the normal gravity value computed on the
 FC0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0790.degrees latitude (g = 980.6199 gals.).
 FC0790
 FC0790.The modeled gravity was interpolated from observed gravity values.
 FC0790
 FC0790;                    North         East    Units  Estimated Accuracy
 FC0790;SPC TN       -   141,580.      734,050.      MT  (+/- 180 meters Scaled)
 FC0790
 FC0790                          SUPERSEDED SURVEY CONTROL
 FC0790
 FC0790  NGVD 29 (??/??/92)  291.690  (m)          956.99   (f) ADJ UNCH    1 2
 FC0790
 FC0790.Superseded values are not recommended for survey control.
 FC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0790.See file dsdata.txt to determine how the superseded data were derived.
 FC0790
 FC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE246424(NAD 83)
 FC0790_MARKER: DB = BENCH MARK DISK
 FC0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0790_STAMPING: K 193 1950
 FC0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0790+STABILITY: SURFACE MOTION
 FC0790
 FC0790  HISTORY     - Date     Condition        Report By
 FC0790  HISTORY     - 1950     MONUMENTED       CGS
 FC0790  HISTORY     - 1961     GOOD             NGS
 FC0790
 FC0790                          STATION DESCRIPTION
 FC0790
 FC0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0790'3.4 MI W FROM SWEETWATER.
 FC0790'3.4 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0790'HIGHWAY 11 AT SWEETWATER, AT THE JUNCTION OF A GRAVEL ROAD SOUTH
 FC0790'NEAR THE MONROE-MC MINN COUNTY LINE, 59 FEET SOUTH OF THE CENTER
 FC0790'LINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF THE
 FC0790'GRAVEL ROAD SOUTH, 128 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FC0790'OF A SMALL BRIDGE OVER A STREAM, 33 FEET SOUTH OF A FENCE CORNER,
 FC0790'37 FEET SOUTH OF THE WEST END OF A 14-INCH CORRUGATED PIPE CULVERT
 FC0790'UNDER ROAD SOUTH, 2 FEET NORTH OF A T.V.A. STEEL WITNESS POST,
 FC0790'ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 FC0790'POST PROJECTING 4 INCHES.
 FC0790
 FC0790                          STATION RECOVERY (1961)
 FC0790
 FC0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0657 ***********************************************************************
 FC0657  DESIGNATION -  K 194
 FC0657  PID         -  FC0657
 FC0657  STATE/COUNTY-  TN/ROANE
 FC0657  USGS QUAD   -  ROCKWOOD (1980)
 FC0657
 FC0657                         *CURRENT SURVEY CONTROL
 FC0657  ___________________________________________________________________
 FC0657* NAD 83(1986)-  35 51 20.     (N)    084 42 03.     (W)     SCALED    
 FC0657* NAVD 88     -       262.388  (meters)     860.85   (feet)  ADJUSTED  
 FC0657  ___________________________________________________________________
 FC0657  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0657  DYNAMIC HT  -         262.143 (meters)     860.05  (feet)  COMP
 FC0657  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FC0657
 FC0657  VERT ORDER  -  FIRST     CLASS II
 FC0657
 FC0657.The horizontal coordinates were scaled from a topographic map and have
 FC0657.an estimated accuracy of +/- 6 seconds.
 FC0657
 FC0657.The orthometric height was determined by differential leveling
 FC0657.and adjusted by the National Geodetic Survey in June 1991..
 FC0657
 FC0657.The geoid height was determined by GEOID03.
 FC0657
 FC0657.The dynamic height is computed by dividing the NAVD 88
 FC0657.geopotential number by the normal gravity value computed on the
 FC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0657.degrees latitude (g = 980.6199 gals.).
 FC0657
 FC0657.The modeled gravity was interpolated from observed gravity values.
 FC0657
 FC0657;                    North         East    Units  Estimated Accuracy
 FC0657;SPC TN       -   169,670.      717,340.      MT  (+/- 180 meters Scaled)
 FC0657
 FC0657                          SUPERSEDED SURVEY CONTROL
 FC0657
 FC0657  NGVD 29 (??/??/92)  262.490  (m)          861.19   (f) ADJ UNCH    1 2
 FC0657
 FC0657.Superseded values are not recommended for survey control.
 FC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0657.See file dsdata.txt to determine how the superseded data were derived.
 FC0657
 FC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE076703(NAD 83)
 FC0657_MARKER: DB = BENCH MARK DISK
 FC0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0657_STAMPING: K 194 1950
 FC0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0657+STABILITY: SURFACE MOTION
 FC0657
 FC0657  HISTORY     - Date     Condition        Report By
 FC0657  HISTORY     - 1950     MONUMENTED       CGS
 FC0657
 FC0657                          STATION DESCRIPTION
 FC0657
 FC0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0657'1 MI SW FROM ROCKWOOD.
 FC0657'1.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0657'AT ROCKWOOD, ABOUT 0.85 MILE NORTHEAST OF THE OVERPASS OF U.S.
 FC0657'HIGHWAY 70 OVER THE TRACK, AT A PRIVATE FIELD ROAD CROSSING,
 FC0657'46 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FC0657'24.8 FEET NORTHEAST OF THE NORTHEAST GATE POST IN FENCE LINE,
 FC0657'51 FEET NORTH OF THE CENTER OF THE CROSSING OF MAIN TRACK,
 FC0657'36.5 FEET NORTH OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT
 FC0657'UNDER FIELD ROAD, 1 FOOT SOUTHEAST OF THE FENCE LINE, 2 FEET
 FC0657'SOUTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 1 1/2 FEET
 FC0657'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0657'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0123 ***********************************************************************
 FC0123  DESIGNATION -  K 195
 FC0123  PID         -  FC0123
 FC0123  STATE/COUNTY-  TN/ROANE
 FC0123  USGS QUAD   -  ELVERTON (1990)
 FC0123
 FC0123                         *CURRENT SURVEY CONTROL
 FC0123  ___________________________________________________________________
 FC0123* NAD 83(1986)-  35 58 42.     (N)    084 26 35.     (W)     SCALED    
 FC0123* NAVD 88     -       254.431  (meters)     834.75   (feet)  ADJUSTED  
 FC0123  ___________________________________________________________________
 FC0123  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0123  DYNAMIC HT  -         254.200 (meters)     833.99  (feet)  COMP
 FC0123  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FC0123
 FC0123  VERT ORDER  -  FIRST     CLASS I
 FC0123
 FC0123.The horizontal coordinates were scaled from a topographic map and have
 FC0123.an estimated accuracy of +/- 6 seconds.
 FC0123
 FC0123.The orthometric height was determined by differential leveling
 FC0123.and adjusted by the National Geodetic Survey in June 1991..
 FC0123
 FC0123.The geoid height was determined by GEOID03.
 FC0123
 FC0123.The dynamic height is computed by dividing the NAVD 88
 FC0123.geopotential number by the normal gravity value computed on the
 FC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0123.degrees latitude (g = 980.6199 gals.).
 FC0123
 FC0123.The modeled gravity was interpolated from observed gravity values.
 FC0123
 FC0123;                    North         East    Units  Estimated Accuracy
 FC0123;SPC TN       -   183,630.      740,410.      MT  (+/- 180 meters Scaled)
 FC0123
 FC0123                          SUPERSEDED SURVEY CONTROL
 FC0123
 FC0123  NGVD 29 (??/??/92)  254.554  (m)          835.15   (f) ADJ UNCH    1 1
 FC0123
 FC0123.Superseded values are not recommended for survey control.
 FC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0123.See file dsdata.txt to determine how the superseded data were derived.
 FC0123
 FC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE305845(NAD 83)
 FC0123_MARKER: DB = BENCH MARK DISK
 FC0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0123_SP_SET: CULVERT
 FC0123_STAMPING: K 195 1950
 FC0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0123
 FC0123  HISTORY     - Date     Condition        Report By
 FC0123  HISTORY     - 1950     MONUMENTED       CGS
 FC0123  HISTORY     - 1967     GOOD             NGS
 FC0123
 FC0123                          STATION DESCRIPTION
 FC0123
 FC0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0123'7.1 MI NE FROM HARRIMAN.
 FC0123'ABOUT 7.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0123'STATION AT HARRIMAN, AT ELVERTON, AT A BLACK TOP ROAD CROSSING,
 FC0123'70 FEET NORTHEAST OF MILEPOST 43, SET IN THE TOP OF THE WEST END
 FC0123'OF THE SOUTH HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER
 FC0123'STATE HIGHWAY 61, 66.4 FEET NORTH OF THE NORTH RAIL, 19 FEET
 FC0123'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET ABOVE
 FC0123'THE LEVEL OF THE TRACK AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 FC0123'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0894 ***********************************************************************
 GB0894  DESIGNATION -  K 196
 GB0894  PID         -  GB0894
 GB0894  STATE/COUNTY-  TN/MORGAN
 GB0894  USGS QUAD   -  RUGBY (1984)
 GB0894
 GB0894                         *CURRENT SURVEY CONTROL
 GB0894  ___________________________________________________________________
 GB0894* NAD 83(1986)-  36 15 14.     (N)    084 40 00.     (W)     SCALED    
 GB0894* NAVD 88     -       423.902  (meters)    1390.75   (feet)  ADJUSTED  
 GB0894  ___________________________________________________________________
 GB0894  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0894  DYNAMIC HT  -         423.531 (meters)    1389.53  (feet)  COMP
 GB0894  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 GB0894
 GB0894  VERT ORDER  -  FIRST     CLASS I
 GB0894
 GB0894.The horizontal coordinates were scaled from a topographic map and have
 GB0894.an estimated accuracy of +/- 6 seconds.
 GB0894
 GB0894.The orthometric height was determined by differential leveling
 GB0894.and adjusted by the National Geodetic Survey in June 1991..
 GB0894
 GB0894.The geoid height was determined by GEOID03.
 GB0894
 GB0894.The dynamic height is computed by dividing the NAVD 88
 GB0894.geopotential number by the normal gravity value computed on the
 GB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0894.degrees latitude (g = 980.6199 gals.).
 GB0894
 GB0894.The modeled gravity was interpolated from observed gravity values.
 GB0894
 GB0894;                    North         East    Units  Estimated Accuracy
 GB0894;SPC TN       -   213,900.      719,830.      MT  (+/- 180 meters Scaled)
 GB0894
 GB0894                          SUPERSEDED SURVEY CONTROL
 GB0894
 GB0894  NGVD 29 (??/??/92)  424.012  (m)         1391.11   (f) ADJ UNCH    1 1
 GB0894
 GB0894.Superseded values are not recommended for survey control.
 GB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0894.See file dsdata.txt to determine how the superseded data were derived.
 GB0894
 GB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF096146(NAD 83)
 GB0894_MARKER: DB = BENCH MARK DISK
 GB0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0894_STAMPING: K 196 1950
 GB0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0894+STABILITY: SURFACE MOTION
 GB0894
 GB0894  HISTORY     - Date     Condition        Report By
 GB0894  HISTORY     - 1950     MONUMENTED       CGS
 GB0894  HISTORY     - 1968     GOOD             NGS
 GB0894
 GB0894                          STATION DESCRIPTION
 GB0894
 GB0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0894'0.8 MI N FROM SUNBRIGHT.
 GB0894'ABOUT 0.75 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 GB0894'AT SUNBRIGHT, OR ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE
 GB0894'POST OFFICE AT SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A
 GB0894'SIDETRACK OF THE SOUTHERN RAILWAY, THENCE 0.75 MILE NORTHEAST
 GB0894'ALONG THE MAIN TRACK, THENCE 0.65 MILE NORTHWEST ALONG A PAVED
 GB0894'ROAD, 151 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 27, 263
 GB0894'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 49 FEET WEST OF
 GB0894'THE CENTERLINE OF AN ABANDONED RAILROAD GRADE, 28 FEET NORTHEAST
 GB0894'OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING WHICH IS
 GB0894'NOW OCCUPIED BY THE SUNBRIGHT FARM SUPPLY, 12 FEET EAST OF THE
 GB0894'EAST WALL OF THE BUILDING, 2.0 FEET NORTHEAST OF A METAL WITNESS
 GB0894'POST, ABOUT 3 FEET ABOVE THE ABANDONED GRADE, AND SET IN THE TOP
 GB0894'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0939 ***********************************************************************
 GB0939  DESIGNATION -  K 197
 GB0939  PID         -  GB0939
 GB0939  STATE/COUNTY-  TN/SCOTT
 GB0939  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0939
 GB0939                         *CURRENT SURVEY CONTROL
 GB0939  ___________________________________________________________________
 GB0939* NAD 83(1986)-  36 26 34.     (N)    084 32 32.     (W)     SCALED    
 GB0939* NAVD 88     -       425.068  (meters)    1394.58   (feet)  ADJUSTED  
 GB0939  ___________________________________________________________________
 GB0939  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0939  DYNAMIC HT  -         424.704 (meters)    1393.38  (feet)  COMP
 GB0939  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GB0939
 GB0939  VERT ORDER  -  FIRST     CLASS I
 GB0939
 GB0939.The horizontal coordinates were scaled from a topographic map and have
 GB0939.an estimated accuracy of +/- 6 seconds.
 GB0939
 GB0939.The orthometric height was determined by differential leveling
 GB0939.and adjusted by the National Geodetic Survey in June 1991..
 GB0939
 GB0939.The geoid height was determined by GEOID03.
 GB0939
 GB0939.The dynamic height is computed by dividing the NAVD 88
 GB0939.geopotential number by the normal gravity value computed on the
 GB0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0939.degrees latitude (g = 980.6199 gals.).
 GB0939
 GB0939.The modeled gravity was interpolated from observed gravity values.
 GB0939
 GB0939;                    North         East    Units  Estimated Accuracy
 GB0939;SPC TN       -   235,020.      730,700.      MT  (+/- 180 meters Scaled)
 GB0939
 GB0939                          SUPERSEDED SURVEY CONTROL
 GB0939
 GB0939  NGVD 29 (??/??/92)  425.196  (m)         1395.00   (f) ADJ UNCH    1 1
 GB0939
 GB0939.Superseded values are not recommended for survey control.
 GB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0939.See file dsdata.txt to determine how the superseded data were derived.
 GB0939
 GB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202358(NAD 83)
 GB0939_MARKER: DB = BENCH MARK DISK
 GB0939_SETTING: 66 = SET IN ROCK OUTCROP
 GB0939_SP_SET: ROCK OUTCROP
 GB0939_STAMPING: K 197 1950
 GB0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0939+STABILITY: POSITION/ELEVATION WELL
 GB0939
 GB0939  HISTORY     - Date     Condition        Report By
 GB0939  HISTORY     - 1950     MONUMENTED       CGS
 GB0939  HISTORY     - 1968     GOOD             NGS
 GB0939
 GB0939                          STATION DESCRIPTION
 GB0939
 GB0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0939'0.8 MI N FROM HELENWOOD.
 GB0939'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0939'STATION AT HELENWOOD, 290 YARDS SOUTH OF MILEPOST 214, SET IN
 GB0939'THE TOP OF A FLAT ROCK OUTCROP ABOUT LEVEL WITH THE SURFACE OF
 GB0939'THE GROUND, 54 FEET WEST OF THE WEST RAIL, 131 FEET NORTH OF
 GB0939'THE CENTER OF A 3-FOOT CONCRETE CULVERT UNDER THE TRACK, 30
 GB0939'FEET NORTH OF A 12-INCH POPLAR TREE WHICH BEARS A TRIANGULAR
 GB0939'BLAZE ON THE EAST SIDE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 GB0939'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1144 ***********************************************************************
 GC1144  DESIGNATION -  K 198
 GC1144  PID         -  GC1144
 GC1144  STATE/COUNTY-  TN/MONTGOMERY
 GC1144  USGS QUAD   -  CLARKSVILLE (1984)
 GC1144
 GC1144                         *CURRENT SURVEY CONTROL
 GC1144  ___________________________________________________________________
 GC1144* NAD 83(1986)-  36 35 45.     (N)    087 15 26.     (W)     SCALED    
 GC1144* NAVD 88     -       162.756  (meters)     533.98   (feet)  ADJUSTED  
 GC1144  ___________________________________________________________________
 GC1144  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1144  DYNAMIC HT  -         162.624 (meters)     533.54  (feet)  COMP
 GC1144  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GC1144
 GC1144  VERT ORDER  -  FIRST     CLASS II
 GC1144
 GC1144.The horizontal coordinates were scaled from a topographic map and have
 GC1144.an estimated accuracy of +/- 6 seconds.
 GC1144
 GC1144.The orthometric height was determined by differential leveling
 GC1144.and adjusted by the National Geodetic Survey in June 1991..
 GC1144
 GC1144.The geoid height was determined by GEOID03.
 GC1144
 GC1144.The dynamic height is computed by dividing the NAVD 88
 GC1144.geopotential number by the normal gravity value computed on the
 GC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1144.degrees latitude (g = 980.6199 gals.).
 GC1144
 GC1144.The modeled gravity was interpolated from observed gravity values.
 GC1144
 GC1144;                    North         East    Units  Estimated Accuracy
 GC1144;SPC TN       -   251,750.      487,500.      MT  (+/- 180 meters Scaled)
 GC1144
 GC1144                          SUPERSEDED SURVEY CONTROL
 GC1144
 GC1144  NGVD 29 (??/??/92)  162.829  (m)          534.21   (f) ADJ UNCH    1 2
 GC1144
 GC1144.Superseded values are not recommended for survey control.
 GC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1144.See file dsdata.txt to determine how the superseded data were derived.
 GC1144
 GC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF769500(NAD 83)
 GC1144_MARKER: DB = BENCH MARK DISK
 GC1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1144_STAMPING: K 198 1954
 GC1144_MARK LOGO: CGS   
 GC1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1144+STABILITY: SURFACE MOTION
 GC1144
 GC1144  HISTORY     - Date     Condition        Report By
 GC1144  HISTORY     - 1954     MONUMENTED       CGS
 GC1144  HISTORY     - 1984     GOOD             NGS
 GC1144
 GC1144                          STATION DESCRIPTION
 GC1144
 GC1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1144'2.9 MI NE FROM ST BETHLEHEM.
 GC1144'2.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1144'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1144'470 YARDS SOUTHWEST OF MILE POST 170, AT THE NORTHEAST END OF A
 GC1144'LOW SHORT CUT, 25 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT
 GC1144'NORTHWEST OF A FENCE LINE, 279 FEET NORTHEAST OF CENTER OF A
 GC1144'PRIVATE FIELD ROAD CROSSING, 4 FEET SOUTH OF THE SECOND TELEPHONE
 GC1144'POLE NORTHEAST OF CROSSING, 110 FEET SOUTHEAST AND ACROSS TRACK
 GC1144'FROM POWER POLE NO. 1090, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 GC1144'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1144
 GC1144                          STATION RECOVERY (1984)
 GC1144
 GC1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1144'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC1144'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0676 ***********************************************************************
 FC0676  DESIGNATION -  K 2
 FC0676  PID         -  FC0676
 FC0676  STATE/COUNTY-  TN/RHEA
 FC0676  USGS QUAD   -  SPRING CITY (1990)
 FC0676
 FC0676                         *CURRENT SURVEY CONTROL
 FC0676  ___________________________________________________________________
 FC0676* NAD 83(1986)-  35 41 57.     (N)    084 51 18.     (W)     SCALED    
 FC0676* NAVD 88     -       233.390  (meters)     765.71   (feet)  ADJUSTED  
 FC0676  ___________________________________________________________________
 FC0676  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0676  DYNAMIC HT  -         233.172 (meters)     765.00  (feet)  COMP
 FC0676  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FC0676
 FC0676  VERT ORDER  -  FIRST     CLASS II
 FC0676
 FC0676.The horizontal coordinates were scaled from a topographic map and have
 FC0676.an estimated accuracy of +/- 6 seconds.
 FC0676
 FC0676.The orthometric height was determined by differential leveling
 FC0676.and adjusted by the National Geodetic Survey in June 1991..
 FC0676
 FC0676.The geoid height was determined by GEOID03.
 FC0676
 FC0676.The dynamic height is computed by dividing the NAVD 88
 FC0676.geopotential number by the normal gravity value computed on the
 FC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0676.degrees latitude (g = 980.6199 gals.).
 FC0676
 FC0676.The modeled gravity was interpolated from observed gravity values.
 FC0676
 FC0676;                    North         East    Units  Estimated Accuracy
 FC0676;SPC TN       -   152,140.      703,620.      MT  (+/- 180 meters Scaled)
 FC0676
 FC0676                          SUPERSEDED SURVEY CONTROL
 FC0676
 FC0676  NGVD 29 (??/??/92)  233.476  (m)          766.00   (f) ADJ UNCH    1 2
 FC0676
 FC0676.Superseded values are not recommended for survey control.
 FC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0676.See file dsdata.txt to determine how the superseded data were derived.
 FC0676
 FC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE940527(NAD 83)
 FC0676_MARKER: B = BOLT
 FC0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0676_SP_SET: BRIDGE
 FC0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0676
 FC0676  HISTORY     - Date     Condition        Report By
 FC0676  HISTORY     - UNK      MONUMENTED       CGS
 FC0676  HISTORY     - 1950     GOOD             NGS
 FC0676
 FC0676                          STATION DESCRIPTION
 FC0676
 FC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0676'0.6 MI NE FROM SPRING CITY.
 FC0676'0.55 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0676'AT SPRING CITY, AT THE SPRING CITY LIMIT SIGN, A BRASS BOLT
 FC0676'LEADED IN THE VERTICAL NORTHEAST FACE OF THE SOUTHWEST ABUTMENT
 FC0676'OF A BRIDGE OVER LITTLE PINEY CREEK, 10 FEET SOUTHEAST OF THE
 FC0676'SOUTHEAST RAIL, 14 FEET NORTHWEST OF THE EXTREME SOUTHEAST END
 FC0676'OF THE ABUTMENT, 2.5 FEET ABOVE THE GROUND, 3 1/2 FEET BELOW THE
 FC0676'TOP OF THE STONE COPING OF THE BRIDGE SEAT, ABOUT 9 FEET BELOW
 FC0676'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0123 ***********************************************************************
 FE0123  DESIGNATION -  K 20
 FE0123  PID         -  FE0123
 FE0123  STATE/COUNTY-  TN/HENDERSON
 FE0123  USGS QUAD   -  LEXINGTON (1992)
 FE0123
 FE0123                         *CURRENT SURVEY CONTROL
 FE0123  ___________________________________________________________________
 FE0123* NAD 83(1986)-  35 37 31.     (N)    088 25 19.     (W)     SCALED    
 FE0123* NAVD 88     -       130.843  (meters)     429.27   (feet)  ADJUSTED  
 FE0123  ___________________________________________________________________
 FE0123  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0123  DYNAMIC HT  -         130.727 (meters)     428.89  (feet)  COMP
 FE0123  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 FE0123
 FE0123  VERT ORDER  -  SECOND    CLASS 0
 FE0123
 FE0123.The horizontal coordinates were scaled from a topographic map and have
 FE0123.an estimated accuracy of +/- 6 seconds.
 FE0123
 FE0123.The orthometric height was determined by differential leveling
 FE0123.and adjusted by the National Geodetic Survey in June 1991..
 FE0123
 FE0123.The geoid height was determined by GEOID03.
 FE0123
 FE0123.The dynamic height is computed by dividing the NAVD 88
 FE0123.geopotential number by the normal gravity value computed on the
 FE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0123.degrees latitude (g = 980.6199 gals.).
 FE0123
 FE0123.The modeled gravity was interpolated from observed gravity values.
 FE0123
 FE0123;                    North         East    Units  Estimated Accuracy
 FE0123;SPC TN       -   146,050.      380,630.      MT  (+/- 180 meters Scaled)
 FE0123
 FE0123                          SUPERSEDED SURVEY CONTROL
 FE0123
 FE0123  NGVD 29 (??/??/??)  130.863  (m)          429.34   (f) ADJUSTED    2 0
 FE0123
 FE0123.Superseded values are not recommended for survey control.
 FE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0123.See file dsdata.txt to determine how the superseded data were derived.
 FE0123
 FE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE712433(NAD 83)
 FE0123_MARKER: DB = BENCH MARK DISK
 FE0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0123_STAMPING: 429.455 K 20 1934
 FE0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0123+STABILITY: SURFACE MOTION
 FE0123
 FE0123  HISTORY     - Date     Condition        Report By
 FE0123  HISTORY     - 1934     MONUMENTED       CGS
 FE0123  HISTORY     - 1935     GOOD             CGS
 FE0123  HISTORY     - 1971     MARK NOT FOUND   NGS
 FE0123
 FE0123                          STATION DESCRIPTION
 FE0123
 FE0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0123'2.1 MI W FROM LEXINGTON.
 FE0123'2.2 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0123'RAILWAY FROM LEXINGTON, HENDERSON COUNTY, 14-1/2 POLES SOUTH OF
 FE0123'MILEPOST 120, 65 FEET SOUTH OF A ROAD CROSSING, AND 15 FEET WEST
 FE0123'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 429.455
 FE0123'K 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0123
 FE0123                          STATION RECOVERY (1971)
 FE0123
 FE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FE0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0156 ***********************************************************************
 GB0156  DESIGNATION -  K 201
 GB0156  PID         -  GB0156
 GB0156  STATE/COUNTY-  TN/SCOTT
 GB0156  USGS QUAD   -  KETCHEN (1982)
 GB0156
 GB0156                         *CURRENT SURVEY CONTROL
 GB0156  ___________________________________________________________________
 GB0156* NAD 83(1986)-  36 34 32.     (N)    084 19 57.     (W)     SCALED    
 GB0156* NAVD 88     -       332.441  (meters)    1090.68   (feet)  ADJUSTED  
 GB0156  ___________________________________________________________________
 GB0156  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0156  DYNAMIC HT  -         332.162 (meters)    1089.77  (feet)  COMP
 GB0156  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GB0156
 GB0156  VERT ORDER  -  SECOND    CLASS 0
 GB0156
 GB0156.The horizontal coordinates were scaled from a topographic map and have
 GB0156.an estimated accuracy of +/- 6 seconds.
 GB0156
 GB0156.The orthometric height was determined by differential leveling
 GB0156.and adjusted by the National Geodetic Survey in June 1991..
 GB0156
 GB0156.The geoid height was determined by GEOID03.
 GB0156
 GB0156.The dynamic height is computed by dividing the NAVD 88
 GB0156.geopotential number by the normal gravity value computed on the
 GB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0156.degrees latitude (g = 980.6199 gals.).
 GB0156
 GB0156.The modeled gravity was interpolated from observed gravity values.
 GB0156
 GB0156;                    North         East    Units  Estimated Accuracy
 GB0156;SPC TN       -   250,050.      749,250.      MT  (+/- 180 meters Scaled)
 GB0156
 GB0156                          SUPERSEDED SURVEY CONTROL
 GB0156
 GB0156  NGVD 29 (??/??/92)  332.577  (m)         1091.13   (f) ADJ UNCH    2 0
 GB0156
 GB0156.Superseded values are not recommended for survey control.
 GB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0156.See file dsdata.txt to determine how the superseded data were derived.
 GB0156
 GB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF386511(NAD 83)
 GB0156_MARKER: DB = BENCH MARK DISK
 GB0156_SETTING: 66 = SET IN ROCK OUTCROP
 GB0156_SP_SET: ROCK OUTCROP
 GB0156_STAMPING: K 201 1951 1091.130
 GB0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0156+STABILITY: POSITION/ELEVATION WELL
 GB0156
 GB0156  HISTORY     - Date     Condition        Report By
 GB0156  HISTORY     - 1951     MONUMENTED       CGS
 GB0156  HISTORY     - 1957     GOOD             NGS
 GB0156  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0156
 GB0156                          STATION DESCRIPTION
 GB0156
 GB0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0156'1.2 MI W FROM KETCHEN.
 GB0156'ABOUT 1.15 WEST ALONG A DIRT ROAD FROM THE CHURCH AND SCHOOL
 GB0156'AT KETCHEN, ABOUT 0.1 MILE SOUTHWEST OF A 60-FOOT CONCRETE
 GB0156'AND STEEL BRIDGE OVER GUM FORK, ON THE EAST SLOPE OF A LONG
 GB0156'CROOKED HILL, SET IN THE TOP OF AN OUTCROP OF ROCK ON THE
 GB0156'SOUTHWEST EDGE OF A SMALL RAVINE, 22 FEET SOUTH OF THE CENTER
 GB0156'LINE OF THE ROAD, 11 1/2 FEET SOUTHWEST OF THE SOUTH END OF
 GB0156'A 24-INCH PIPE CULVERT, 2 FEET SOUTHWEST OF THE NORTHEAST EDGE
 GB0156'OF OUTCROP AND ABOUT 2 FEET ABOVE THE ROAD.
 GB0156
 GB0156                          STATION RECOVERY (1957)
 GB0156
 GB0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0156'RECOVERED IN GOOD CONDITION.
 GB0156
 GB0156                          STATION RECOVERY (1977)
 GB0156
 GB0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0160 ***********************************************************************
 GB0160  DESIGNATION -  K 202
 GB0160  PID         -  GB0160
 GB0160  STATE/COUNTY-  TN/SCOTT
 GB0160  USGS QUAD   -  KETCHEN (1982)
 GB0160
 GB0160                         *CURRENT SURVEY CONTROL
 GB0160  ___________________________________________________________________
 GB0160* NAD 83(1986)-  36 34 22.     (N)    084 17 00.     (W)     SCALED    
 GB0160* NAVD 88     -       378.541  (meters)    1241.93   (feet)  ADJUSTED  
 GB0160  ___________________________________________________________________
 GB0160  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0160  DYNAMIC HT  -         378.220 (meters)    1240.88  (feet)  COMP
 GB0160  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB0160
 GB0160  VERT ORDER  -  SECOND    CLASS 0
 GB0160
 GB0160.The horizontal coordinates were scaled from a topographic map and have
 GB0160.an estimated accuracy of +/- 6 seconds.
 GB0160
 GB0160.The orthometric height was determined by differential leveling
 GB0160.and adjusted by the National Geodetic Survey in June 1991..
 GB0160
 GB0160.The geoid height was determined by GEOID03.
 GB0160
 GB0160.The dynamic height is computed by dividing the NAVD 88
 GB0160.geopotential number by the normal gravity value computed on the
 GB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0160.degrees latitude (g = 980.6199 gals.).
 GB0160
 GB0160.The modeled gravity was interpolated from observed gravity values.
 GB0160
 GB0160;                    North         East    Units  Estimated Accuracy
 GB0160;SPC TN       -   249,820.      753,650.      MT  (+/- 180 meters Scaled)
 GB0160
 GB0160                          SUPERSEDED SURVEY CONTROL
 GB0160
 GB0160  NGVD 29 (??/??/92)  378.677  (m)         1242.38   (f) ADJ UNCH    2 0
 GB0160
 GB0160.Superseded values are not recommended for survey control.
 GB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0160.See file dsdata.txt to determine how the superseded data were derived.
 GB0160
 GB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF430509(NAD 83)
 GB0160_MARKER: DB = BENCH MARK DISK
 GB0160_SETTING: 66 = SET IN ROCK OUTCROP
 GB0160_SP_SET: ROCK OUTCROP
 GB0160_STAMPING: K 202 1951 1242.376
 GB0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0160+STABILITY: POSITION/ELEVATION WELL
 GB0160
 GB0160  HISTORY     - Date     Condition        Report By
 GB0160  HISTORY     - 1951     MONUMENTED       CGS
 GB0160  HISTORY     - 1957     GOOD             NGS
 GB0160
 GB0160                          STATION DESCRIPTION
 GB0160
 GB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0160'2.7 MI SE FROM KETCHEN.
 GB0160'ABOUT 2.7 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD FROM
 GB0160'THE CHURCH AND SCHOOL AT KETCHEN, ABOUT 0.15 MILE WEST OF A
 GB0160'SIDE ROAD NORTH, ABOUT 0.2 MILE WEST OF A SMALL CEMETERY, ON
 GB0160'THE EAST SLOPE OF A LONG CROOKED HILL, ON THE INSIDE OF A CURVE
 GB0160'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET IN THE TOP
 GB0160'OF A FLAT OUTCROP OF ROCK, 39 FEET SOUTHWEST OF THE CENTER LINE
 GB0160'OF THE ROAD, 70 FEET WEST OF A FENCE CORNER, 9 1/2 FEET SOUTH OF
 GB0160'A 12-INCH BEECH TREE, 38 FEET NORTH OF A FENCE LINE, AND ABOUT
 GB0160'4 FEET BELOW THE ROAD.
 GB0160
 GB0160                          STATION RECOVERY (1957)
 GB0160
 GB0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1087 ***********************************************************************
 GB1087  DESIGNATION -  K 203
 GB1087  PID         -  GB1087
 GB1087  STATE/COUNTY-  TN/PICKETT
 GB1087  USGS QUAD   -  SHARP PLACE (1981)
 GB1087
 GB1087                         *CURRENT SURVEY CONTROL
 GB1087  ___________________________________________________________________
 GB1087* NAD 83(1986)-  36 34 03.     (N)    084 51 14.     (W)     SCALED    
 GB1087* NAVD 88     -       511.234  (meters)    1677.27   (feet)  ADJUSTED  
 GB1087  ___________________________________________________________________
 GB1087  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB1087  DYNAMIC HT  -         510.804 (meters)    1675.86  (feet)  COMP
 GB1087  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GB1087
 GB1087  VERT ORDER  -  SECOND    CLASS 0
 GB1087
 GB1087.The horizontal coordinates were scaled from a topographic map and have
 GB1087.an estimated accuracy of +/- 6 seconds.
 GB1087
 GB1087.The orthometric height was determined by differential leveling
 GB1087.and adjusted by the National Geodetic Survey in June 1991..
 GB1087
 GB1087.The geoid height was determined by GEOID03.
 GB1087
 GB1087.The dynamic height is computed by dividing the NAVD 88
 GB1087.geopotential number by the normal gravity value computed on the
 GB1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1087.degrees latitude (g = 980.6199 gals.).
 GB1087
 GB1087.The modeled gravity was interpolated from observed gravity values.
 GB1087
 GB1087;                    North         East    Units  Estimated Accuracy
 GB1087;SPC TN       -   248,490.      702,590.      MT  (+/- 180 meters Scaled)
 GB1087
 GB1087                          SUPERSEDED SURVEY CONTROL
 GB1087
 GB1087  NGVD 29 (??/??/92)  511.363  (m)         1677.70   (f) ADJ UNCH    2 0
 GB1087
 GB1087.Superseded values are not recommended for survey control.
 GB1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1087.See file dsdata.txt to determine how the superseded data were derived.
 GB1087
 GB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF920490(NAD 83)
 GB1087_MARKER: DB = BENCH MARK DISK
 GB1087_SETTING: 66 = SET IN ROCK OUTCROP
 GB1087_SP_SET: ROCK OUTCROP
 GB1087_STAMPING: K 203 1951 1677.697
 GB1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1087+STABILITY: POSITION/ELEVATION WELL
 GB1087
 GB1087  HISTORY     - Date     Condition        Report By
 GB1087  HISTORY     - 1951     MONUMENTED       CGS
 GB1087  HISTORY     - 1958     GOOD             NGS
 GB1087
 GB1087                          STATION DESCRIPTION
 GB1087
 GB1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1087'10.6 MI N FROM EAST JAMESTOWN.
 GB1087'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1087'AT EAST JAMESTOWN, THENCE ABOUT 4.45 MILES NORTHWEST AND NORTH
 GB1087'ALONG A GRAVEL ROAD, ABOUT 0.75 MILE NORTH OF PICKETT-FENTRESS
 GB1087'COUNTY LINE, AT A ROAD NORTHWEST, IN THE TOP OF AN OUTCROP OF
 GB1087'SANDSTONE, 70 FEET SOUTHWEST AND ACROSS ROAD NORTHWEST FROM
 GB1087'CENTER LINE OF ROAD, 42 FEET SOUTHWEST OF CENTER LINE OF ROAD
 GB1087'NORTHWEST, 72 FEET WEST OF CENTER OF JUNCTION, 15 FEET WEST
 GB1087'OF A TRIANGULAR BLAZED 30-INCH OAK TREE, AND ABOUT 2 1/2 FEET
 GB1087'BELOW ROAD.
 GB1087
 GB1087                          STATION RECOVERY (1958)
 GB1087
 GB1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1585 ***********************************************************************
 GB1585  DESIGNATION -  K 204
 GB1585  PID         -  GB1585
 GB1585  STATE/COUNTY-  TN/CLAY
 GB1585  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1585
 GB1585                         *CURRENT SURVEY CONTROL
 GB1585  ___________________________________________________________________
 GB1585* NAD 83(1986)-  36 32 42.     (N)    085 27 47.     (W)     SCALED    
 GB1585* NAVD 88     -       167.523  (meters)     549.62   (feet)  ADJUSTED  
 GB1585  ___________________________________________________________________
 GB1585  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1585  DYNAMIC HT  -         167.378 (meters)     549.14  (feet)  COMP
 GB1585  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1585
 GB1585  VERT ORDER  -  SECOND    CLASS 0
 GB1585
 GB1585.The horizontal coordinates were scaled from a topographic map and have
 GB1585.an estimated accuracy of +/- 6 seconds.
 GB1585
 GB1585.The orthometric height was determined by differential leveling
 GB1585.and adjusted by the National Geodetic Survey in June 1991..
 GB1585
 GB1585.The geoid height was determined by GEOID03.
 GB1585
 GB1585.The dynamic height is computed by dividing the NAVD 88
 GB1585.geopotential number by the normal gravity value computed on the
 GB1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1585.degrees latitude (g = 980.6199 gals.).
 GB1585
 GB1585.The modeled gravity was interpolated from observed gravity values.
 GB1585
 GB1585;                    North         East    Units  Estimated Accuracy
 GB1585;SPC TN       -   245,520.      648,080.      MT  (+/- 180 meters Scaled)
 GB1585
 GB1585                          SUPERSEDED SURVEY CONTROL
 GB1585
 GB1585  NGVD 29 (??/??/92)  167.632  (m)          549.97   (f) ADJ UNCH    2 0
 GB1585
 GB1585.Superseded values are not recommended for survey control.
 GB1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1585.See file dsdata.txt to determine how the superseded data were derived.
 GB1585
 GB1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375454(NAD 83)
 GB1585_MARKER: DB = BENCH MARK DISK
 GB1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1585_STAMPING: K 204 1951
 GB1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1585+STABILITY: SURFACE MOTION
 GB1585
 GB1585  HISTORY     - Date     Condition        Report By
 GB1585  HISTORY     - 1951     MONUMENTED       CGS
 GB1585  HISTORY     - 1966     GOOD             NGS
 GB1585
 GB1585                          STATION DESCRIPTION
 GB1585
 GB1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1585'2.8 MI E FROM CELINA.
 GB1585'ABOUT 2.75 MILES EAST ALONG STATE ROUTE 53 FROM THE CLAY COUNTY
 GB1585'COURTHOUSE IN CELINA, ABOUT 0.1 MILE SOUTHWEST OF A PAVED ROAD
 GB1585'LEADING TO DALE HOLLOW DAM, 55 FEET SOUTHWEST OF THE APPROXIMATE
 GB1585'CENTER OF A GRAVELED ROAD LEADING INTO A FARMHOUSE, 52 FEET
 GB1585'SOUTHWEST OF A 10-INCH CEDAR TREE, 27 FEET NORTHWEST OF THE
 GB1585'APPROXIMATE CENTER OF STATE ROUTE 53, 21 FEET NORTHEAST OF A
 GB1585'4 BY 4 INCH CONCRETE RIGHT-OF-WAY MARKER, AND 1.3 FEET SOUTHEAST
 GB1585'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK
 GB1585'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT SET
 GB1585'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GB1585'K 204.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0175 ***********************************************************************
 FE0175  DESIGNATION -  K 21
 FE0175  PID         -  FE0175
 FE0175  STATE/COUNTY-  TN/DECATUR
 FE0175  USGS QUAD   -  BATH SPRINGS (1972)
 FE0175
 FE0175                         *CURRENT SURVEY CONTROL
 FE0175  ___________________________________________________________________
 FE0175* NAD 83(1986)-  35 27 37.     (N)    088 06 18.     (W)     SCALED    
 FE0175* NAVD 88     -       128.657  (meters)     422.10   (feet)  ADJUSTED  
 FE0175  ___________________________________________________________________
 FE0175  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0175  DYNAMIC HT  -         128.540 (meters)     421.72  (feet)  COMP
 FE0175  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE0175
 FE0175  VERT ORDER  -  FIRST     CLASS II
 FE0175
 FE0175.The horizontal coordinates were scaled from a topographic map and have
 FE0175.an estimated accuracy of +/- 6 seconds.
 FE0175
 FE0175.The orthometric height was determined by differential leveling
 FE0175.and adjusted by the National Geodetic Survey in June 1991..
 FE0175
 FE0175.The geoid height was determined by GEOID03.
 FE0175
 FE0175.The dynamic height is computed by dividing the NAVD 88
 FE0175.geopotential number by the normal gravity value computed on the
 FE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0175.degrees latitude (g = 980.6199 gals.).
 FE0175
 FE0175.The modeled gravity was interpolated from observed gravity values.
 FE0175
 FE0175;                    North         East    Units  Estimated Accuracy
 FE0175;SPC TN       -   127,090.      408,940.      MT  (+/- 180 meters Scaled)
 FE0175
 FE0175                          SUPERSEDED SURVEY CONTROL
 FE0175
 FE0175  NGVD 29 (??/??/??)  128.665  (m)          422.13   (f) ADJUSTED    1 2
 FE0175
 FE0175.Superseded values are not recommended for survey control.
 FE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0175.See file dsdata.txt to determine how the superseded data were derived.
 FE0175
 FE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE997246(NAD 83)
 FE0175_MARKER: DB = BENCH MARK DISK
 FE0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0175_STAMPING: K 21 1934 422.322
 FE0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0175+STABILITY: SURFACE MOTION
 FE0175
 FE0175  HISTORY     - Date     Condition        Report By
 FE0175  HISTORY     - 1934     MONUMENTED       CGS
 FE0175  HISTORY     - 1947     GOOD             CGS
 FE0175
 FE0175                          STATION DESCRIPTION
 FE0175
 FE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0175'1.5 MI N FROM BATH SPRINGS.
 FE0175'1.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH
 FE0175'STATE HIGHWAY 114 AT BATH SPRINGS, 67.5 FEET SOUTHWEST OF THE
 FE0175'SOUTHWEST CORNER OF A LOG HOUSE, 31.5 FEET NORTHWEST OF A
 FE0175'3-FOOT ELM TREE, 20.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE0175'DRIVE TO THE HOUSE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 FE0175'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 FE0175'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1293 ***********************************************************************
 FE1293  DESIGNATION -  K 212
 FE1293  PID         -  FE1293
 FE1293  STATE/COUNTY-  TN/FAYETTE
 FE1293  USGS QUAD   -  GALLAWAY (1981)
 FE1293
 FE1293                         *CURRENT SURVEY CONTROL
 FE1293  ___________________________________________________________________
 FE1293* NAD 83(1986)-  35 18 20.     (N)    089 37 02.     (W)     SCALED    
 FE1293* NAVD 88     -        84.941  (meters)     278.68   (feet)  ADJUSTED  
 FE1293  ___________________________________________________________________
 FE1293  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1293  DYNAMIC HT  -          84.865 (meters)     278.43  (feet)  COMP
 FE1293  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE1293
 FE1293  VERT ORDER  -  SECOND    CLASS 0
 FE1293
 FE1293.The horizontal coordinates were scaled from a topographic map and have
 FE1293.an estimated accuracy of +/- 6 seconds.
 FE1293
 FE1293.The orthometric height was determined by differential leveling
 FE1293.and adjusted by the National Geodetic Survey in June 1991..
 FE1293
 FE1293.The geoid height was determined by GEOID03.
 FE1293
 FE1293.The dynamic height is computed by dividing the NAVD 88
 FE1293.geopotential number by the normal gravity value computed on the
 FE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1293.degrees latitude (g = 980.6199 gals.).
 FE1293
 FE1293.The modeled gravity was interpolated from observed gravity values.
 FE1293
 FE1293;                    North         East    Units  Estimated Accuracy
 FE1293;SPC TN       -   113,950.      271,100.      MT  (+/- 180 meters Scaled)
 FE1293
 FE1293                          SUPERSEDED SURVEY CONTROL
 FE1293
 FE1293  NGVD 29 (??/??/??)   84.929  (m)          278.64   (f) ADJUSTED    2 0
 FE1293
 FE1293.Superseded values are not recommended for survey control.
 FE1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1293.See file dsdata.txt to determine how the superseded data were derived.
 FE1293
 FE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620100(NAD 83)
 FE1293_MARKER: DB = BENCH MARK DISK
 FE1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1293_SP_SET: BRIDGE ABUTMENT
 FE1293_STAMPING: K 212 1958
 FE1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1293
 FE1293  HISTORY     - Date     Condition        Report By
 FE1293  HISTORY     - 1958     MONUMENTED       CGS
 FE1293  HISTORY     - 20021002 POOR             USACE
 FE1293
 FE1293                          STATION DESCRIPTION
 FE1293
 FE1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1293'1.2 MI S FROM GALLAWAY.
 FE1293'1.2 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1293'AT GALLAWAY, 11.8 FT. SOUTHEAST OF THE CENTER LINE OF PAVED
 FE1293'ROAD, 1.2 FT NORTHEAST OF THE SOUTHWEST END OF CONCRETE BRIDGE
 FE1293'OVER LOOSAHATCHIE DRAINGE CANAL, A C AND GS DISK DRILLED IN
 FE1293'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, ABOUT 0.5
 FE1293'FT. ABOVE THE LEVEL OF THE ROAD.
 FE1293
 FE1293                          STATION RECOVERY (2002)
 FE1293
 FE1293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1293'FOUND MARK, HOWEVER BRIDGE IS UNDER CONSTRUCTION. SPOKE TO THE JOB
 FE1293'FOREMAN AND HE SAID MONUMENT WILL BE COVERED IN 12 INCHES OF CONCRETE
 FE1293'BEFORE 11,1,2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1083 ***********************************************************************
 FE1083  DESIGNATION -  K 213
 FE1083  PID         -  FE1083
 FE1083  STATE/COUNTY-  TN/FAYETTE
 FE1083  USGS QUAD   -  LAMBERT (1983)
 FE1083
 FE1083                         *CURRENT SURVEY CONTROL
 FE1083  ___________________________________________________________________
 FE1083* NAD 83(1986)-  35 21 57.     (N)    089 26 29.     (W)     SCALED    
 FE1083* NAVD 88     -        98.500  (meters)     323.16   (feet)  ADJUSTED  
 FE1083  ___________________________________________________________________
 FE1083  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1083  DYNAMIC HT  -          98.412 (meters)     322.87  (feet)  COMP
 FE1083  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE1083
 FE1083  VERT ORDER  -  SECOND    CLASS 0
 FE1083
 FE1083.The horizontal coordinates were scaled from a topographic map and have
 FE1083.an estimated accuracy of +/- 6 seconds.
 FE1083
 FE1083.The orthometric height was determined by differential leveling
 FE1083.and adjusted by the National Geodetic Survey in June 1991..
 FE1083
 FE1083.The geoid height was determined by GEOID03.
 FE1083
 FE1083.The dynamic height is computed by dividing the NAVD 88
 FE1083.geopotential number by the normal gravity value computed on the
 FE1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1083.degrees latitude (g = 980.6199 gals.).
 FE1083
 FE1083.The modeled gravity was interpolated from observed gravity values.
 FE1083
 FE1083;                    North         East    Units  Estimated Accuracy
 FE1083;SPC TN       -   120,050.      287,320.      MT  (+/- 180 meters Scaled)
 FE1083
 FE1083                          SUPERSEDED SURVEY CONTROL
 FE1083
 FE1083  NGVD 29 (??/??/??)   98.485  (m)          323.11   (f) ADJUSTED    2 0
 FE1083
 FE1083.Superseded values are not recommended for survey control.
 FE1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1083.See file dsdata.txt to determine how the superseded data were derived.
 FE1083
 FE1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE781163(NAD 83)
 FE1083_MARKER: DB = BENCH MARK DISK
 FE1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1083_STAMPING: K 213 1959
 FE1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1083+STABILITY: SURFACE MOTION
 FE1083
 FE1083  HISTORY     - Date     Condition        Report By
 FE1083  HISTORY     - 1959     MONUMENTED       CGS
 FE1083  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1083
 FE1083                          STATION DESCRIPTION
 FE1083
 FE1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1083'9.6 MI ESE FROM BRADEN.
 FE1083'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1083'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1083'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1083'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1083'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1083'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, 104 FT. NORTHEAST
 FE1083'AND ACROSS THE ROAD FROM THE ENTRANCE TO A PRIVATE DRIVE, 52
 FE1083'FT. NORTHWEST OF THE CENTER LINE OF THE T JUNCTION OF A GRAVEL
 FE1083'ROAD LEADING EAST AND WEST, AND A DIRT ROAD LEADING NORTH, 17.6
 FE1083'FT. WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 2
 FE1083'FT. NORTH OF A POWER LINE POLE, 1.4 FT.SOUTH OF A WITNESS POST,
 FE1083'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 FE1083'INCHES, ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1083
 FE1083                          STATION RECOVERY (2002)
 FE1083
 FE1083'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1083'SUSPECTED DESTROYED, AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0828 ***********************************************************************
 FE0828  DESIGNATION -  K 214
 FE0828  PID         -  FE0828
 FE0828  STATE/COUNTY-  TN/HAYWOOD
 FE0828  USGS QUAD   -  SUNNYHILL (1983)
 FE0828
 FE0828                         *CURRENT SURVEY CONTROL
 FE0828  ___________________________________________________________________
 FE0828* NAD 83(1986)-  35 33 12.     (N)    089 12 00.     (W)     SCALED    
 FE0828* NAVD 88     -       102.939  (meters)     337.73   (feet)  ADJUSTED  
 FE0828  ___________________________________________________________________
 FE0828  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0828  DYNAMIC HT  -         102.848 (meters)     337.43  (feet)  COMP
 FE0828  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FE0828
 FE0828  VERT ORDER  -  SECOND    CLASS 0
 FE0828
 FE0828.The horizontal coordinates were scaled from a topographic map and have
 FE0828.an estimated accuracy of +/- 6 seconds.
 FE0828
 FE0828.The orthometric height was determined by differential leveling
 FE0828.and adjusted by the National Geodetic Survey in June 1991..
 FE0828
 FE0828.The geoid height was determined by GEOID03.
 FE0828
 FE0828.The dynamic height is computed by dividing the NAVD 88
 FE0828.geopotential number by the normal gravity value computed on the
 FE0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0828.degrees latitude (g = 980.6199 gals.).
 FE0828
 FE0828.The modeled gravity was interpolated from observed gravity values.
 FE0828
 FE0828;                    North         East    Units  Estimated Accuracy
 FE0828;SPC TN       -   140,100.      309,920.      MT  (+/- 180 meters Scaled)
 FE0828
 FE0828                          SUPERSEDED SURVEY CONTROL
 FE0828
 FE0828  NGVD 29 (??/??/??)  102.950  (m)          337.76   (f) ADJUSTED    2 0
 FE0828
 FE0828.Superseded values are not recommended for survey control.
 FE0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0828.See file dsdata.txt to determine how the superseded data were derived.
 FE0828
 FE0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE005366(NAD 83)
 FE0828_MARKER: DB = BENCH MARK DISK
 FE0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0828_STAMPING: K 214 1959
 FE0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0828+STABILITY: SURFACE MOTION
 FE0828
 FE0828  HISTORY     - Date     Condition        Report By
 FE0828  HISTORY     - 1959     MONUMENTED       CGS
 FE0828  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0828
 FE0828                          STATION DESCRIPTION
 FE0828
 FE0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0828'7.8 MI SE FROM BROWNSVILLE.
 FE0828'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0828'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0828'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0828'ROAD, THENCE ABOUT 0.9 MILE NORTHEAST ACROSS COUNTRY, THE
 FE0828'BENCH MARK IS LOCATED ABOUT 0.1 MILE EAST OF A FARM HOUSE,
 FE0828'147 FT. NORTHEAST OF THE INTERSTATE HIGHWAY, 48 FT. NORTH OF THE
 FE0828'CENTER OF A DIRT ROAD, 1.3 FT. EAST OF A FENCE, 2.2 FT. SOUTH
 FE0828'OF A WITNESS POST, ABOUT 0.1 MILE WEST OF A SMALL WOOD BRIDGE,
 FE0828'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 FE0828'INCHES.
 FE0828
 FE0828                          STATION RECOVERY (2002)
 FE0828
 FE0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0828'DIRT ROAD AND FARM HOUSE NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0856 ***********************************************************************
 FE0856  DESIGNATION -  K 215
 FE0856  PID         -  FE0856
 FE0856  STATE/COUNTY-  TN/MADISON
 FE0856  USGS QUAD   -  DENMARK (1981)
 FE0856
 FE0856                         *CURRENT SURVEY CONTROL
 FE0856  ___________________________________________________________________
 FE0856* NAD 83(1986)-  35 36 11.     (N)    089 02 17.     (W)     SCALED    
 FE0856* NAVD 88     -       122.076  (meters)     400.51   (feet)  ADJUSTED  
 FE0856  ___________________________________________________________________
 FE0856  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0856  DYNAMIC HT  -         121.967 (meters)     400.15  (feet)  COMP
 FE0856  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FE0856
 FE0856  VERT ORDER  -  SECOND    CLASS 0
 FE0856
 FE0856.The horizontal coordinates were scaled from a topographic map and have
 FE0856.an estimated accuracy of +/- 6 seconds.
 FE0856
 FE0856.The orthometric height was determined by differential leveling
 FE0856.and adjusted by the National Geodetic Survey in June 1991..
 FE0856
 FE0856.The geoid height was determined by GEOID03.
 FE0856
 FE0856.The dynamic height is computed by dividing the NAVD 88
 FE0856.geopotential number by the normal gravity value computed on the
 FE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0856.degrees latitude (g = 980.6199 gals.).
 FE0856
 FE0856.The modeled gravity was interpolated from observed gravity values.
 FE0856
 FE0856;                    North         East    Units  Estimated Accuracy
 FE0856;SPC TN       -   145,150.      324,770.      MT  (+/- 180 meters Scaled)
 FE0856
 FE0856                          SUPERSEDED SURVEY CONTROL
 FE0856
 FE0856  NGVD 29 (??/??/??)  122.097  (m)          400.58   (f) ADJUSTED    2 0
 FE0856
 FE0856.Superseded values are not recommended for survey control.
 FE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0856.See file dsdata.txt to determine how the superseded data were derived.
 FE0856
 FE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE153418(NAD 83)
 FE0856_MARKER: DB = BENCH MARK DISK
 FE0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0856_SP_SET: CULVERT
 FE0856_STAMPING: K 215 1959
 FE0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0856+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0856
 FE0856  HISTORY     - Date     Condition        Report By
 FE0856  HISTORY     - 1959     MONUMENTED       CGS
 FE0856  HISTORY     - 20020907 GOOD             USACE
 FE0856
 FE0856                          STATION DESCRIPTION
 FE0856
 FE0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0856'13 MI E FROM BROWNSVILLE.
 FE0856'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0856'BROWNSVILLE, THENCE 3.25 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0856'40, 0.3 MILE EAST FROM TS-D1.  IT IS 51 FEET SOUTH-SOUTHEAST OF
 FE0856'THE CENTER OF THE EAST BOUND TRAFFIC LANE OF THE INTERSTATE
 FE0856'HIGHWAY, 0.1 MILE EAST OF A OVERPASS, 7 FEET BELOW THE LEVEL OF
 FE0856'THE ROAD, SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH CONCRETE
 FE0856'WINGWALL OF A CULVERT.
 FE0856
 FE0856                          STATION RECOVERY (2002)
 FE0856
 FE0856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0669 ***********************************************************************
 FE0669  DESIGNATION -  K 216
 FE0669  PID         -  FE0669
 FE0669  STATE/COUNTY-  TN/HENDERSON
 FE0669  USGS QUAD   -  JUNO (1980)
 FE0669
 FE0669                         *CURRENT SURVEY CONTROL
 FE0669  ___________________________________________________________________
 FE0669* NAD 83(1986)-  35 44 46.     (N)    088 32 59.     (W)     SCALED    
 FE0669* NAVD 88     -       130.900  (meters)     429.46   (feet)  ADJUSTED  
 FE0669  ___________________________________________________________________
 FE0669  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0669  DYNAMIC HT  -         130.783 (meters)     429.08  (feet)  COMP
 FE0669  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0669
 FE0669  VERT ORDER  -  SECOND    CLASS 0
 FE0669
 FE0669.The horizontal coordinates were scaled from a topographic map and have
 FE0669.an estimated accuracy of +/- 6 seconds.
 FE0669
 FE0669.The orthometric height was determined by differential leveling
 FE0669.and adjusted by the National Geodetic Survey in June 1991..
 FE0669
 FE0669.The geoid height was determined by GEOID03.
 FE0669
 FE0669.The dynamic height is computed by dividing the NAVD 88
 FE0669.geopotential number by the normal gravity value computed on the
 FE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0669.degrees latitude (g = 980.6199 gals.).
 FE0669
 FE0669.The modeled gravity was interpolated from observed gravity values.
 FE0669
 FE0669;                    North         East    Units  Estimated Accuracy
 FE0669;SPC TN       -   159,750.      369,410.      MT  (+/- 180 meters Scaled)
 FE0669
 FE0669                          SUPERSEDED SURVEY CONTROL
 FE0669
 FE0669  NGVD 29 (??/??/??)  130.928  (m)          429.55   (f) ADJUSTED    2 0
 FE0669
 FE0669.Superseded values are not recommended for survey control.
 FE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0669.See file dsdata.txt to determine how the superseded data were derived.
 FE0669
 FE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE598568(NAD 83)
 FE0669_MARKER: DB = BENCH MARK DISK
 FE0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0669_STAMPING: K 216 1959
 FE0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0669+STABILITY: SURFACE MOTION
 FE0669
 FE0669  HISTORY     - Date     Condition        Report By
 FE0669  HISTORY     - 1959     MONUMENTED       CGS
 FE0669  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0669
 FE0669                          STATION DESCRIPTION
 FE0669
 FE0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0669'19.2 MI SW FROM YUMA.
 FE0669'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0669'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON
 FE0669'A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0669'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0669'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0669'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0669'EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE NORTHWEST ON
 FE0669'STATE HIGHWAY 104, THENCE 2.4 MILE WEST ON A GRAVELED ROAD, 30 FT.
 FE0669'SOUTH OF THE CENTER OF A GRAVELED ROAD, 17 FT. WEST OF THE CENTER
 FE0669'OF A TRACK ROAD, 1.2 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN
 FE0669'TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT LEVEL WITH THE
 FE0669'ROAD.
 FE0669
 FE0669                          STATION RECOVERY (2002)
 FE0669
 FE0669'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0669'FOUND OLD WITNESS POST PULLED OUT OF GROUND WITH T POST BENT AS IF
 FE0669'PUSHED BY HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0049 ***********************************************************************
 FE0049  DESIGNATION -  K 217
 FE0049  PID         -  FE0049
 FE0049  STATE/COUNTY-  TN/BENTON
 FE0049  USGS QUAD   -  SUGAR TREE (1986)
 FE0049
 FE0049                         *CURRENT SURVEY CONTROL
 FE0049  ___________________________________________________________________
 FE0049* NAD 83(1986)-  35 50 33.     (N)    088 00 47.     (W)     SCALED    
 FE0049* NAVD 88     -       119.509  (meters)     392.09   (feet)  ADJUSTED  
 FE0049  ___________________________________________________________________
 FE0049  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE0049  DYNAMIC HT  -         119.405 (meters)     391.75  (feet)  COMP
 FE0049  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 FE0049
 FE0049  VERT ORDER  -  SECOND    CLASS 0
 FE0049
 FE0049.The horizontal coordinates were scaled from a topographic map and have
 FE0049.an estimated accuracy of +/- 6 seconds.
 FE0049
 FE0049.The orthometric height was determined by differential leveling
 FE0049.and adjusted by the National Geodetic Survey in June 1991..
 FE0049
 FE0049.The geoid height was determined by GEOID03.
 FE0049
 FE0049.The dynamic height is computed by dividing the NAVD 88
 FE0049.geopotential number by the normal gravity value computed on the
 FE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0049.degrees latitude (g = 980.6199 gals.).
 FE0049
 FE0049.The modeled gravity was interpolated from observed gravity values.
 FE0049
 FE0049;                    North         East    Units  Estimated Accuracy
 FE0049;SPC TN       -   169,310.      418,160.      MT  (+/- 180 meters Scaled)
 FE0049
 FE0049                          SUPERSEDED SURVEY CONTROL
 FE0049
 FE0049  NGVD 29 (??/??/??)  119.535  (m)          392.17   (f) ADJUSTED    2 0
 FE0049
 FE0049.Superseded values are not recommended for survey control.
 FE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0049.See file dsdata.txt to determine how the superseded data were derived.
 FE0049
 FE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE085669(NAD 83)
 FE0049_MARKER: DB = BENCH MARK DISK
 FE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0049_STAMPING: K 217 1959
 FE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0049+STABILITY: SURFACE MOTION
 FE0049
 FE0049  HISTORY     - Date     Condition        Report By
 FE0049  HISTORY     - 1959     MONUMENTED       CGS
 FE0049  HISTORY     - 1972     GOOD             TVA
 FE0049
 FE0049                          STATION DESCRIPTION
 FE0049
 FE0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0049'5.4 MI SE FROM MC ILLWAIN.
 FE0049'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0049'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0049'MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0049'HIGHWAY 69, THENCE 1.1 MILES EAST AND NORTH ON A GRAVELED ROAD
 FE0049'TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD,
 FE0049'THENCE 0.2 MILE SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THENCE
 FE0049'0.8 MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 0.3 MILE EAST ON
 FE0049'A GRAVELED ROAD, THE MARK IS LOCATED 0.2 MILE EAST OF A STEEL
 FE0049'BRIDGE, 43 FT. NORTH AND ACROSS THE ROAD FROM A 30 INCH GUM
 FE0049'TREE, 24 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 3.2 FT. SOUTH
 FE0049'OF A FENCE, 1.9 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP
 FE0049'OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 2 FT. ABOVE THE
 FE0049'LEVEL OF THE ROAD.  NOTE-- TVA POST AND SIGN SET AT MARKER.
 FE0049
 FE0049                          STATION RECOVERY (1972)
 FE0049
 FE0049'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1151 ***********************************************************************
 FD1151  DESIGNATION -  K 218
 FD1151  PID         -  FD1151
 FD1151  STATE/COUNTY-  TN/HICKMAN
 FD1151  USGS QUAD   -  BUCKSNORT (1968)
 FD1151
 FD1151                         *CURRENT SURVEY CONTROL
 FD1151  ___________________________________________________________________
 FD1151* NAD 83(1986)-  35 53 09.     (N)    087 40 35.     (W)     SCALED    
 FD1151* NAVD 88     -       125.397  (meters)     411.41   (feet)  ADJUSTED  
 FD1151  ___________________________________________________________________
 FD1151  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1151  DYNAMIC HT  -         125.288 (meters)     411.05  (feet)  COMP
 FD1151  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FD1151
 FD1151  VERT ORDER  -  SECOND    CLASS 0
 FD1151
 FD1151.The horizontal coordinates were scaled from a topographic map and have
 FD1151.an estimated accuracy of +/- 6 seconds.
 FD1151
 FD1151.The orthometric height was determined by differential leveling
 FD1151.and adjusted by the National Geodetic Survey in June 1991..
 FD1151
 FD1151.The geoid height was determined by GEOID03.
 FD1151
 FD1151.The dynamic height is computed by dividing the NAVD 88
 FD1151.geopotential number by the normal gravity value computed on the
 FD1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1151.degrees latitude (g = 980.6199 gals.).
 FD1151
 FD1151.The modeled gravity was interpolated from observed gravity values.
 FD1151
 FD1151;                    North         East    Units  Estimated Accuracy
 FD1151;SPC TN       -   173,550.      448,650.      MT  (+/- 180 meters Scaled)
 FD1151
 FD1151                          SUPERSEDED SURVEY CONTROL
 FD1151
 FD1151  NGVD 29 (??/??/92)  125.422  (m)          411.49   (f) ADJ UNCH    2 0
 FD1151
 FD1151.Superseded values are not recommended for survey control.
 FD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1151.See file dsdata.txt to determine how the superseded data were derived.
 FD1151
 FD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE389714(NAD 83)
 FD1151_MARKER: DB = BENCH MARK DISK
 FD1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1151_STAMPING: K 218 1959
 FD1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1151+STABILITY: SURFACE MOTION
 FD1151
 FD1151  HISTORY     - Date     Condition        Report By
 FD1151  HISTORY     - 1959     MONUMENTED       CGS
 FD1151
 FD1151                          STATION DESCRIPTION
 FD1151
 FD1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1151'2.8 MI NE FROM ONLY.
 FD1151'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1151'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1151'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 0.65 MILE EAST ON
 FD1151'A GRAVELED ROAD, 100 FT. WEST OF THE NORTHWEST CORNER OF A HOUSE,
 FD1151'92 FT. SOUTHWEST OF A 36-INCH OAK TREE IN FRONT OF THE HOUSE,
 FD1151'37 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 22 FT.
 FD1151'NORTH OF A 24-INCH ELM TREE, 1.6 FT. SOUTH OF A WITNESS SIGN,
 FD1151'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND
 FD1151'ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1457 ***********************************************************************
 GC1457  DESIGNATION -  K 219
 GC1457  PID         -  GC1457
 GC1457  STATE/COUNTY-  TN/DICKSON
 GC1457  USGS QUAD   -  BURNS (1986)
 GC1457
 GC1457                         *CURRENT SURVEY CONTROL
 GC1457  ___________________________________________________________________
 GC1457* NAD 83(1986)-  36 01 43.     (N)    087 16 29.     (W)     SCALED    
 GC1457* NAVD 88     -       252.124  (meters)     827.18   (feet)  ADJUSTED  
 GC1457  ___________________________________________________________________
 GC1457  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1457  DYNAMIC HT  -         251.905 (meters)     826.46  (feet)  COMP
 GC1457  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 GC1457
 GC1457  VERT ORDER  -  SECOND    CLASS 0
 GC1457
 GC1457.The horizontal coordinates were scaled from a topographic map and have
 GC1457.an estimated accuracy of +/- 6 seconds.
 GC1457
 GC1457.The orthometric height was determined by differential leveling
 GC1457.and adjusted by the National Geodetic Survey in June 1991..
 GC1457
 GC1457.The geoid height was determined by GEOID03.
 GC1457
 GC1457.The dynamic height is computed by dividing the NAVD 88
 GC1457.geopotential number by the normal gravity value computed on the
 GC1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1457.degrees latitude (g = 980.6199 gals.).
 GC1457
 GC1457.The modeled gravity was interpolated from observed gravity values.
 GC1457
 GC1457;                    North         East    Units  Estimated Accuracy
 GC1457;SPC TN       -   188,840.      485,120.      MT  (+/- 180 meters Scaled)
 GC1457
 GC1457                          SUPERSEDED SURVEY CONTROL
 GC1457
 GC1457  NGVD 29 (??/??/92)  252.119  (m)          827.16   (f) ADJ UNCH    2 0
 GC1457
 GC1457.Superseded values are not recommended for survey control.
 GC1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1457.See file dsdata.txt to determine how the superseded data were derived.
 GC1457
 GC1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE752871(NAD 83)
 GC1457_MARKER: DB = BENCH MARK DISK
 GC1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1457_SP_SET: SQUARE CONCRETE MONUMENT
 GC1457_STAMPING: K 219 1959
 GC1457_MARK LOGO: CGS   
 GC1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1457+STABILITY: SURFACE MOTION
 GC1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1457+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1987
 GC1457
 GC1457  HISTORY     - Date     Condition        Report By
 GC1457  HISTORY     - 1959     MONUMENTED       CGS
 GC1457  HISTORY     - 19870624 GOOD             LOCENG
 GC1457
 GC1457                          STATION DESCRIPTION
 GC1457
 GC1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1457'4.8 MI NE FROM TIDWELL.
 GC1457'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1457'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1457'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1457'ROAD, THENCE 0.65 MILES SOUTHEAST, THENCE 1.2 MILES NORTHEAST ON A
 GC1457'GRAVELED ROAD, 32 FT. WEST OF THE CENTER OF A PRIVATE DRIVE,
 GC1457'19 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 5 FT. WEST OF A
 GC1457'FENCE CORNER POST, ABOUT 120 FT. NORTHWEST OF THE NORTHWEST
 GC1457'CORNER OF A HOUSE, AND 3 FT. SOUTH OF A WITNESS SIGN, A DISK
 GC1457'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT
 GC1457'3 FT. ABOVE THE LEVEL OF THE ROAD.
 GC1457
 GC1457                          STATION RECOVERY (1987)
 GC1457
 GC1457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1384 ***********************************************************************
 GC1384  DESIGNATION -  K 22
 GC1384  PID         -  GC1384
 GC1384  STATE/COUNTY-  TN/DICKSON
 GC1384  USGS QUAD   -  VANLEER (1983)
 GC1384
 GC1384                         *CURRENT SURVEY CONTROL
 GC1384  ___________________________________________________________________
 GC1384* NAD 83(1986)-  36 08 07.     (N)    087 26 00.     (W)     SCALED    
 GC1384* NAVD 88     -       268.657  (meters)     881.42   (feet)  ADJUSTED  
 GC1384  ___________________________________________________________________
 GC1384  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1384  DYNAMIC HT  -         268.423 (meters)     880.65  (feet)  COMP
 GC1384  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 GC1384
 GC1384  VERT ORDER  -  SECOND    CLASS 0
 GC1384
 GC1384.The horizontal coordinates were scaled from a topographic map and have
 GC1384.an estimated accuracy of +/- 6 seconds.
 GC1384
 GC1384.The orthometric height was determined by differential leveling
 GC1384.and adjusted by the National Geodetic Survey in June 1991..
 GC1384
 GC1384.The geoid height was determined by GEOID03.
 GC1384
 GC1384.The dynamic height is computed by dividing the NAVD 88
 GC1384.geopotential number by the normal gravity value computed on the
 GC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1384.degrees latitude (g = 980.6199 gals.).
 GC1384
 GC1384.The modeled gravity was interpolated from observed gravity values.
 GC1384
 GC1384;                    North         East    Units  Estimated Accuracy
 GC1384;SPC TN       -   200,870.      471,000.      MT  (+/- 180 meters Scaled)
 GC1384
 GC1384                          SUPERSEDED SURVEY CONTROL
 GC1384
 GC1384  NGVD 29 (??/??/92)  268.652  (m)          881.40   (f) ADJ UNCH    2 0
 GC1384
 GC1384.Superseded values are not recommended for survey control.
 GC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1384.See file dsdata.txt to determine how the superseded data were derived.
 GC1384
 GC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE610990(NAD 83)
 GC1384_MARKER: DB = BENCH MARK DISK
 GC1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1384_STAMPING: 881.701 K 22 1934
 GC1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1384+STABILITY: SURFACE MOTION
 GC1384
 GC1384  HISTORY     - Date     Condition        Report By
 GC1384  HISTORY     - 1934     MONUMENTED       CGS
 GC1384  HISTORY     - 1948     GOOD             NGS
 GC1384  HISTORY     - 1958     GOOD             NGS
 GC1384
 GC1384                          STATION DESCRIPTION
 GC1384
 GC1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1384'2.2 MI NW FROM POND.
 GC1384'0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 GC1384'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY AT POND, THENCE
 GC1384'ABOUT 0.15 MILE WEST ALONG OLD U.S. HIGHWAY 70, THENCE ABOUT 1.7
 GC1384'MILES NORTH ALONG THE SYLVIA-POND ROAD, ON THE WEST SIDE OF THE
 GC1384'ROAD AT THE NORTH END OF A CUT, AT A FARM ROAD INTERSECTION, 30
 GC1384'FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF THE
 GC1384'NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE FARM ROAD LEADING
 GC1384'TO E.W. POLKS FARM HOUSE, 32 FEET SOUTHEAST OF AN 8-INCH GUM
 GC1384'TREE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE
 GC1384'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GC1384
 GC1384                          STATION RECOVERY (1958)
 GC1384
 GC1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GC1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0589 ***********************************************************************
 GC0589  DESIGNATION -  K 220
 GC0589  PID         -  GC0589
 GC0589  STATE/COUNTY-  TN/DAVIDSON
 GC0589  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0589
 GC0589                         *CURRENT SURVEY CONTROL
 GC0589  ___________________________________________________________________
 GC0589* NAD 83(1986)-  36 09 04.     (N)    086 51 15.     (W)     SCALED    
 GC0589* NAVD 88     -       130.476  (meters)     428.07   (feet)  ADJUSTED  
 GC0589  ___________________________________________________________________
 GC0589  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0589  DYNAMIC HT  -         130.364 (meters)     427.70  (feet)  COMP
 GC0589  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0589
 GC0589  VERT ORDER  -  SECOND    CLASS 0
 GC0589
 GC0589.The horizontal coordinates were scaled from a topographic map and have
 GC0589.an estimated accuracy of +/- 6 seconds.
 GC0589
 GC0589.The orthometric height was determined by differential leveling
 GC0589.and adjusted by the National Geodetic Survey in June 1991..
 GC0589
 GC0589.The geoid height was determined by GEOID03.
 GC0589
 GC0589.The dynamic height is computed by dividing the NAVD 88
 GC0589.geopotential number by the normal gravity value computed on the
 GC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0589.degrees latitude (g = 980.6199 gals.).
 GC0589
 GC0589.The modeled gravity was interpolated from observed gravity values.
 GC0589
 GC0589;                    North         East    Units  Estimated Accuracy
 GC0589;SPC TN       -   202,020.      523,140.      MT  (+/- 180 meters Scaled)
 GC0589
 GC0589                          SUPERSEDED SURVEY CONTROL
 GC0589
 GC0589  NGVD 29 (??/??/92)  130.496  (m)          428.14   (f) ADJ UNCH    2 0
 GC0589
 GC0589.Superseded values are not recommended for survey control.
 GC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0589.See file dsdata.txt to determine how the superseded data were derived.
 GC0589
 GC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF131007(NAD 83)
 GC0589_MARKER: DB = BENCH MARK DISK
 GC0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0589_STAMPING: K 220 1959
 GC0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0589+STABILITY: SURFACE MOTION
 GC0589
 GC0589  HISTORY     - Date     Condition        Report By
 GC0589  HISTORY     - 1959     MONUMENTED       CGS
 GC0589
 GC0589                          STATION DESCRIPTION
 GC0589
 GC0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0589'0.7 MI W FROM NASHVILLE.
 GC0589'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0589'NASHVILLE, GO 0.7 MILE WEST ON CHARLOTTE ROAD (U.S. HIGHWAY 70
 GC0589'N) TO A CONCRETE BRIDGE OVER A CREEK, 25 FT. NORTH OF THE CENTER
 GC0589'OF CHARLOTTE ROAD, 23.6 FT. WEST OF THE EAST END OF THE CONCRETE
 GC0589'BRIDGE, A DISK DRILLED IN THE TOP OF A CONCRETE FLOOD WALL
 GC0589'AT THE SOUTHEAST CORNER OF THE COOPER AND MARTIN PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0525 ***********************************************************************
 GC0525  DESIGNATION -  K 221
 GC0525  PID         -  GC0525
 GC0525  STATE/COUNTY-  TN/SUMNER
 GC0525  USGS QUAD   -  WHITE HOUSE (1981)
 GC0525
 GC0525                         *CURRENT SURVEY CONTROL
 GC0525  ___________________________________________________________________
 GC0525* NAD 83(1986)-  36 23 36.     (N)    086 43 04.     (W)     SCALED    
 GC0525* NAVD 88     -       167.942  (meters)     550.99   (feet)  ADJUSTED  
 GC0525  ___________________________________________________________________
 GC0525  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0525  DYNAMIC HT  -         167.799 (meters)     550.52  (feet)  COMP
 GC0525  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GC0525
 GC0525  VERT ORDER  -  SECOND    CLASS 0
 GC0525
 GC0525.The horizontal coordinates were scaled from a topographic map and have
 GC0525.an estimated accuracy of +/- 6 seconds.
 GC0525
 GC0525.The orthometric height was determined by differential leveling
 GC0525.and adjusted by the National Geodetic Survey in June 1991..
 GC0525
 GC0525.The geoid height was determined by GEOID03.
 GC0525
 GC0525.The dynamic height is computed by dividing the NAVD 88
 GC0525.geopotential number by the normal gravity value computed on the
 GC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0525.degrees latitude (g = 980.6199 gals.).
 GC0525
 GC0525.The modeled gravity was interpolated from observed gravity values.
 GC0525
 GC0525;                    North         East    Units  Estimated Accuracy
 GC0525;SPC TN       -   228,800.      535,610.      MT  (+/- 180 meters Scaled)
 GC0525
 GC0525                          SUPERSEDED SURVEY CONTROL
 GC0525
 GC0525  NGVD 29 (??/??/92)  167.994  (m)          551.16   (f) ADJ UNCH    2 0
 GC0525
 GC0525.Superseded values are not recommended for survey control.
 GC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0525.See file dsdata.txt to determine how the superseded data were derived.
 GC0525
 GC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF253276(NAD 83)
 GC0525_MARKER: DB = BENCH MARK DISK
 GC0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0525_STAMPING: K 221 1959
 GC0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0525+STABILITY: SURFACE MOTION
 GC0525
 GC0525  HISTORY     - Date     Condition        Report By
 GC0525  HISTORY     - 1959     MONUMENTED       CGS
 GC0525  HISTORY     - 1960     GOOD             NGS
 GC0525
 GC0525                          STATION DESCRIPTION
 GC0525
 GC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0525'1.8 MI N FROM MILLERSVILLE.
 GC0525'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO NORTH ON
 GC0525'U.S. HIGHWAY 31 W FOR 0.3 MILE, THENCE 1.5 MILE NORTHWEST ON A
 GC0525'GRAVELED ROAD, 34 FT. NORTH OF THE CENTER OF A DRIVEWAY LEADING
 GC0525'TO A FARM, 17 FT. WEST OF THE CENTER OF THE GRAVELED ROAD, 3
 GC0525'FT. SOUTHWEST OF A FENCE CORNER POST AND 2.5 FT. EAST OF A
 GC0525'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0525'2 INCHES, AND ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0489 ***********************************************************************
 GC0489  DESIGNATION -  K 222
 GC0489  PID         -  GC0489
 GC0489  STATE/COUNTY-  TN/DAVIDSON
 GC0489  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0489
 GC0489                         *CURRENT SURVEY CONTROL
 GC0489  ___________________________________________________________________
 GC0489* NAD 83(1986)-  36 12 59.     (N)    086 45 48.     (W)     SCALED    
 GC0489* NAVD 88     -       158.703  (meters)     520.68   (feet)  ADJUSTED  
 GC0489  ___________________________________________________________________
 GC0489  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0489  DYNAMIC HT  -         158.567 (meters)     520.23  (feet)  COMP
 GC0489  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GC0489
 GC0489  VERT ORDER  -  SECOND    CLASS 0
 GC0489
 GC0489.The horizontal coordinates were scaled from a topographic map and have
 GC0489.an estimated accuracy of +/- 6 seconds.
 GC0489
 GC0489.The orthometric height was determined by differential leveling
 GC0489.and adjusted by the National Geodetic Survey in June 1991..
 GC0489
 GC0489.The geoid height was determined by GEOID03.
 GC0489
 GC0489.The dynamic height is computed by dividing the NAVD 88
 GC0489.geopotential number by the normal gravity value computed on the
 GC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0489.degrees latitude (g = 980.6199 gals.).
 GC0489
 GC0489.The modeled gravity was interpolated from observed gravity values.
 GC0489
 GC0489;                    North         East    Units  Estimated Accuracy
 GC0489;SPC TN       -   209,190.      531,370.      MT  (+/- 180 meters Scaled)
 GC0489
 GC0489                          SUPERSEDED SURVEY CONTROL
 GC0489
 GC0489  NGVD 29 (??/??/92)  158.733  (m)          520.78   (f) ADJ UNCH    2 0
 GC0489
 GC0489.Superseded values are not recommended for survey control.
 GC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0489.See file dsdata.txt to determine how the superseded data were derived.
 GC0489
 GC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF212079(NAD 83)
 GC0489_MARKER: DB = BENCH MARK DISK
 GC0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0489_STAMPING: K 222 1959
 GC0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0489+STABILITY: SURFACE MOTION
 GC0489
 GC0489  HISTORY     - Date     Condition        Report By
 GC0489  HISTORY     - 1959     MONUMENTED       CGS
 GC0489  HISTORY     - 1967     GOOD             NGS
 GC0489
 GC0489                          STATION DESCRIPTION
 GC0489
 GC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GC0489'IN NASHVILLE.
 GC0489'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0489'(U.S. HIGHWAYS 41 AND 31W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0489'DICKERSON ROAD FOR 0.7 MILE TO THE SHERRY COURTS ON THE LEFT AND
 GC0489'THE MARK ON THE RIGHT IN THE HOLT MOTOR COMPANY PARKING AREA.  IT
 GC0489'IS ABOUT 130 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 GC0489'SHERRY COURTS, 82 FEET SOUTH OF A LARGE AMACO SIGN, 45 FEET EAST
 GC0489'OF THE APPROXIMATE CENTER OF DICKERSON ROAD, 44 FEET NORTHEAST
 GC0489'OF A UTILITY POLE, 14 FEET SOUTHEAST OF A POWERLINE POLE, AND
 GC0489'ABOUT LEVEL WITH THE SURFACE OF THE PARKING LOT.  IT IS A
 GC0489'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0489'CONCRETE MONUMENT AND THE DISK IS STAMPED K 222 1959.  NO
 GC0489'WITNESS POST COULD BE SET AT THIS MARK DUE TO THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0516 ***********************************************************************
 FD0516  DESIGNATION -  K 223
 FD0516  PID         -  FD0516
 FD0516  STATE/COUNTY-  TN/WILLIAMSON
 FD0516  USGS QUAD   -  FRANKLIN (1981)
 FD0516
 FD0516                         *CURRENT SURVEY CONTROL
 FD0516  ___________________________________________________________________
 FD0516* NAD 83(1986)-  35 58 59.     (N)    086 48 03.     (W)     SCALED    
 FD0516* NAVD 88     -       225.113  (meters)     738.56   (feet)  ADJUSTED  
 FD0516  ___________________________________________________________________
 FD0516  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD0516  DYNAMIC HT  -         224.916 (meters)     737.91  (feet)  COMP
 FD0516  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FD0516
 FD0516  VERT ORDER  -  SECOND    CLASS 0
 FD0516
 FD0516.The horizontal coordinates were scaled from a topographic map and have
 FD0516.an estimated accuracy of +/- 6 seconds.
 FD0516
 FD0516.The orthometric height was determined by differential leveling
 FD0516.and adjusted by the National Geodetic Survey in June 1991..
 FD0516
 FD0516.The geoid height was determined by GEOID03.
 FD0516
 FD0516.The dynamic height is computed by dividing the NAVD 88
 FD0516.geopotential number by the normal gravity value computed on the
 FD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0516.degrees latitude (g = 980.6199 gals.).
 FD0516
 FD0516.The modeled gravity was interpolated from observed gravity values.
 FD0516
 FD0516;                    North         East    Units  Estimated Accuracy
 FD0516;SPC TN       -   183,330.      527,780.      MT  (+/- 180 meters Scaled)
 FD0516
 FD0516                          SUPERSEDED SURVEY CONTROL
 FD0516
 FD0516  NGVD 29 (??/??/92)  225.111  (m)          738.55   (f) ADJ UNCH    2 0
 FD0516
 FD0516.Superseded values are not recommended for survey control.
 FD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0516.See file dsdata.txt to determine how the superseded data were derived.
 FD0516
 FD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE179820(NAD 83)
 FD0516_MARKER: DB = BENCH MARK DISK
 FD0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0516_STAMPING: K 223 1960
 FD0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0516+STABILITY: SURFACE MOTION
 FD0516
 FD0516  HISTORY     - Date     Condition        Report By
 FD0516  HISTORY     - 1960     MONUMENTED       CGS
 FD0516  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0516
 FD0516                          STATION DESCRIPTION
 FD0516
 FD0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0516'4.4 MI S FROM BRENTWOOD.
 FD0516'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0516'HIGHWAY 31, THEN 1.35 MILES SOUTH ON WILSON PIKE ROAD, THEN
 FD0516'2.9 MILES SOUTH ON INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF
 FD0516'WILKES ROAD.  THE BENCH MARK IS ABOUT 260 FT. EAST OF THE CENTER
 FD0516'OF INTERSTATE HIGHWAY 65, 11 FT. NORTH OF THE CENTER OF WILKES
 FD0516'ROAD, 1 FT. NORTH OF A FENCE, AND 2 FT. EAST OF A WITNESS SIGN.
 FD0516'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FD0516'AND ABOUT LEVEL WITH THE ROAD.
 FD0516
 FD0516                          STATION RECOVERY (1979)
 FD0516
 FD0516'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0595 ***********************************************************************
 FD0595  DESIGNATION -  K 224
 FD0595  PID         -  FD0595
 FD0595  STATE/COUNTY-  TN/MAURY
 FD0595  USGS QUAD   -  GLENDALE (1981)
 FD0595
 FD0595                         *CURRENT SURVEY CONTROL
 FD0595  ___________________________________________________________________
 FD0595* NAD 83(1986)-  35 32 35.     (N)    086 54 18.     (W)     SCALED    
 FD0595* NAVD 88     -       201.462  (meters)     660.96   (feet)  ADJUSTED  
 FD0595  ___________________________________________________________________
 FD0595  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0595  DYNAMIC HT  -         201.283 (meters)     660.38  (feet)  COMP
 FD0595  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FD0595
 FD0595  VERT ORDER  -  SECOND    CLASS 0
 FD0595
 FD0595.The horizontal coordinates were scaled from a topographic map and have
 FD0595.an estimated accuracy of +/- 6 seconds.
 FD0595
 FD0595.The orthometric height was determined by differential leveling
 FD0595.and adjusted by the National Geodetic Survey in June 1991..
 FD0595
 FD0595.The geoid height was determined by GEOID03.
 FD0595
 FD0595.The dynamic height is computed by dividing the NAVD 88
 FD0595.geopotential number by the normal gravity value computed on the
 FD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0595.degrees latitude (g = 980.6199 gals.).
 FD0595
 FD0595.The modeled gravity was interpolated from observed gravity values.
 FD0595
 FD0595;                    North         East    Units  Estimated Accuracy
 FD0595;SPC TN       -   134,600.      517,940.      MT  (+/- 180 meters Scaled)
 FD0595
 FD0595                          SUPERSEDED SURVEY CONTROL
 FD0595
 FD0595  NGVD 29 (??/??/92)  201.446  (m)          660.91   (f) ADJ UNCH    2 0
 FD0595
 FD0595.Superseded values are not recommended for survey control.
 FD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0595.See file dsdata.txt to determine how the superseded data were derived.
 FD0595
 FD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE086332(NAD 83)
 FD0595_MARKER: DB = BENCH MARK DISK
 FD0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0595_STAMPING: K 224 1960
 FD0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0595+STABILITY: SURFACE MOTION
 FD0595
 FD0595  HISTORY     - Date     Condition        Report By
 FD0595  HISTORY     - 1960     MONUMENTED       CGS
 FD0595  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0595
 FD0595                          STATION DESCRIPTION
 FD0595
 FD0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0595'2.3 MI NW FROM BRYANT.
 FD0595'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0595'50 FOR 0.7 MILE, THEN 1.6 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0595'TO A GRAVELED ROAD CROSSING.  THE BENCH MARK IS ABOUT 262 FT.
 FD0595'NORTHEAST OF THE CENTER OF INTERSTATE HIGHWAY 65, 68 FT. NORTHWEST
 FD0595'OF THE SOUTHEAST CORNER OF A BARN, 45 FT. EAST OF THE CENTER OF A
 FD0595'TRACK ROAD, 18 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1.7
 FD0595'FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0595'POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 FD0595
 FD0595                          STATION RECOVERY (1972)
 FD0595
 FD0595'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0438 ***********************************************************************
 FD0438  DESIGNATION -  K 225
 FD0438  PID         -  FD0438
 FD0438  STATE/COUNTY-  TN/GILES
 FD0438  USGS QUAD   -  ELKTON (1982)
 FD0438
 FD0438                         *CURRENT SURVEY CONTROL
 FD0438  ___________________________________________________________________
 FD0438* NAD 83(1986)-  35 06 30.     (N)    086 53 06.     (W)     SCALED    
 FD0438* NAVD 88     -       198.242  (meters)     650.40   (feet)  ADJUSTED  
 FD0438  ___________________________________________________________________
 FD0438  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0438  DYNAMIC HT  -         198.057 (meters)     649.79  (feet)  COMP
 FD0438  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FD0438
 FD0438  VERT ORDER  -  SECOND    CLASS 0
 FD0438
 FD0438.The horizontal coordinates were scaled from a topographic map and have
 FD0438.an estimated accuracy of +/- 6 seconds.
 FD0438
 FD0438.The orthometric height was determined by differential leveling
 FD0438.and adjusted by the National Geodetic Survey in June 1991..
 FD0438
 FD0438.The geoid height was determined by GEOID03.
 FD0438
 FD0438.The dynamic height is computed by dividing the NAVD 88
 FD0438.geopotential number by the normal gravity value computed on the
 FD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0438.degrees latitude (g = 980.6199 gals.).
 FD0438
 FD0438.The modeled gravity was interpolated from observed gravity values.
 FD0438
 FD0438;                    North         East    Units  Estimated Accuracy
 FD0438;SPC TN       -    86,350.      519,320.      MT  (+/- 180 meters Scaled)
 FD0438
 FD0438                          SUPERSEDED SURVEY CONTROL
 FD0438
 FD0438  NGVD 29 (??/??/92)  198.214  (m)          650.31   (f) ADJ UNCH    2 0
 FD0438
 FD0438.Superseded values are not recommended for survey control.
 FD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0438.See file dsdata.txt to determine how the superseded data were derived.
 FD0438
 FD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104850(NAD 83)
 FD0438_MARKER: DB = BENCH MARK DISK
 FD0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0438_STAMPING: K 225 1960
 FD0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0438+STABILITY: SURFACE MOTION
 FD0438
 FD0438  HISTORY     - Date     Condition        Report By
 FD0438  HISTORY     - 1960     MONUMENTED       CGS
 FD0438
 FD0438                          STATION DESCRIPTION
 FD0438
 FD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0438'2.2 MI S FROM BUNKER HILL.
 FD0438'FROM THE POST OFFICE IN BUNKER HILL, GO WEST ON A PAVED ROAD
 FD0438'FOR 0.1 MILE, THEN 2.1 MILES SOUTH ON INTERSTATE HIGHWAY 65 TO
 FD0438'THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 FD0438'175 FT. EAST OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY,
 FD0438'83 FT. WEST OF A POWER LINE POLE, 18 FT. SOUTHWEST OF THE CENTER
 FD0438'OF THE GRAVELED ROAD, 1.6 FT. WEST OF A WITNESS SIGN AND SET IN
 FD0438'A FENCE CORNER WHERE THE FENCE JOINS A SMALL BARN.  THE DISK
 FD0438'IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES AND IS
 FD0438'ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS ABOUT 1 MILE
 FD0438'NORTH ALONG INTERSTATE HIGHWAY 65 FROM M 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0439 ***********************************************************************
 FD0439  DESIGNATION -  K 225 RESET
 FD0439  PID         -  FD0439
 FD0439  STATE/COUNTY-  TN/GILES
 FD0439  USGS QUAD   -  ELKTON (1982)
 FD0439
 FD0439                         *CURRENT SURVEY CONTROL
 FD0439  ___________________________________________________________________
 FD0439* NAD 83(1986)-  35 06 30.     (N)    086 53 06.     (W)     SCALED    
 FD0439* NAVD 88     -       198.44   (meters)     651.0    (feet)  RESET     
 FD0439  ___________________________________________________________________
 FD0439  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0439
 FD0439  VERT ORDER  -  THIRD
 FD0439
 FD0439.The horizontal coordinates were scaled from a topographic map and have
 FD0439.an estimated accuracy of +/- 6 seconds.
 FD0439
 FD0439.The orthometric height was computed from unverified reset data.
 FD0439
 FD0439.The geoid height was determined by GEOID03.
 FD0439
 FD0439;                    North         East    Units  Estimated Accuracy
 FD0439;SPC TN       -    86,350.      519,320.      MT  (+/- 180 meters Scaled)
 FD0439
 FD0439                          SUPERSEDED SURVEY CONTROL
 FD0439
 FD0439.No superseded survey control is available for this station.
 FD0439
 FD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104850(NAD 83)
 FD0439_MARKER: DB = BENCH MARK DISK
 FD0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0439_STAMPING: K 225 1960 RESET 1963
 FD0439_MARK LOGO: CGS   
 FD0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0439+STABILITY: SURFACE MOTION
 FD0439
 FD0439  HISTORY     - Date     Condition        Report By
 FD0439  HISTORY     - 1963     MONUMENTED       TNHD
 FD0439
 FD0439                          STATION DESCRIPTION
 FD0439
 FD0439'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0439'2.8 MI S FROM BUNKER HILL.
 FD0439'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO SOUTH
 FD0439'ON A PAVED ROAD FOR 2.8 MILES TO A GRAVELED ROAD TO THE RIGHT,
 FD0439'TURN RIGHT AND GO 1.3 MILES TO THE HOME OF M.T. NEWMAN AND THE
 FD0439'MARK ON THE RIGHT.  THE MARK IS LOCATED IN THE SOUTHEAST CORNER
 FD0439'OF A SMALL CEMETERY ON THE PROPERTY OF M.T. NEWMAN, 2 FEET
 FD0439'NORTHWEST OF THE CEMETERY FENCE CORNER AND 1.5 FEET EAST OF A
 FD0439'WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FD0439'MONUMENT PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0247 ***********************************************************************
 GC0247  DESIGNATION -  K 226
 GC0247  PID         -  GC0247
 GC0247  STATE/COUNTY-  TN/WILSON
 GC0247  USGS QUAD   -  MARTHA (1975)
 GC0247
 GC0247                         *CURRENT SURVEY CONTROL
 GC0247  ___________________________________________________________________
 GC0247* NAD 83(1986)-  36 10 51.     (N)    086 26 33.     (W)     SCALED    
 GC0247* NAVD 88     -       178.357  (meters)     585.16   (feet)  ADJUSTED  
 GC0247  ___________________________________________________________________
 GC0247  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0247  DYNAMIC HT  -         178.206 (meters)     584.66  (feet)  COMP
 GC0247  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0247
 GC0247  VERT ORDER  -  SECOND    CLASS 0
 GC0247
 GC0247.The horizontal coordinates were scaled from a topographic map and have
 GC0247.an estimated accuracy of +/- 6 seconds.
 GC0247
 GC0247.The orthometric height was determined by differential leveling
 GC0247.and adjusted by the National Geodetic Survey in June 1991..
 GC0247
 GC0247.The geoid height was determined by GEOID03.
 GC0247
 GC0247.The dynamic height is computed by dividing the NAVD 88
 GC0247.geopotential number by the normal gravity value computed on the
 GC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0247.degrees latitude (g = 980.6199 gals.).
 GC0247
 GC0247.The modeled gravity was interpolated from observed gravity values.
 GC0247
 GC0247;                    North         East    Units  Estimated Accuracy
 GC0247;SPC TN       -   205,070.      560,200.      MT  (+/- 180 meters Scaled)
 GC0247
 GC0247                          SUPERSEDED SURVEY CONTROL
 GC0247
 GC0247  NGVD 29 (??/??/92)  178.408  (m)          585.33   (f) ADJ UNCH    2 0
 GC0247
 GC0247.Superseded values are not recommended for survey control.
 GC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0247.See file dsdata.txt to determine how the superseded data were derived.
 GC0247
 GC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF501041(NAD 83)
 GC0247_MARKER: DB = BENCH MARK DISK
 GC0247_SETTING: 66 = SET IN ROCK OUTCROP
 GC0247_SP_SET: BEDROCK
 GC0247_STAMPING: K 226 1960
 GC0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0247+STABILITY: POSITION/ELEVATION WELL
 GC0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0247+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0247
 GC0247  HISTORY     - Date     Condition        Report By
 GC0247  HISTORY     - 1960     MONUMENTED       CGS
 GC0247  HISTORY     - 20010226 GOOD             TNDT
 GC0247
 GC0247                          STATION DESCRIPTION
 GC0247
 GC0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0247'5.8 MI SE FROM MOUNT JULIET.
 GC0247'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0247'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0247'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0247'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED ROAD,
 GC0247'THEN 2.3 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION
 GC0247'OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 200 FT. NORTH OF THE
 GC0247'CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 18 FT. EAST OF
 GC0247'THE CENTER OF THE GRAVELED ROAD, 73 FT. SOUTH OF A FENCE CORNER,
 GC0247'3.6 FT. EAST OF A FENCE, AND 8.2 FT. WEST OF A WITNESS SIGN.  THE
 GC0247'BENCH MARK IS CEMENTED IN A DRILL HOLE IN A 15 X 4 BEDROCK
 GC0247'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 GC0247
 GC0247                          STATION RECOVERY (2001)
 GC0247
 GC0247'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0247'MARK IS LOCATED IN HEAVY THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1741 ***********************************************************************
 GB1741  DESIGNATION -  K 227
 GB1741  PID         -  GB1741
 GB1741  STATE/COUNTY-  TN/SMITH
 GB1741  USGS QUAD   -  GORDONSVILLE (1986)
 GB1741
 GB1741                         *CURRENT SURVEY CONTROL
 GB1741  ___________________________________________________________________
 GB1741* NAD 83(1986)-  36 09 47.     (N)    085 54 13.     (W)     SCALED    
 GB1741* NAVD 88     -       159.174  (meters)     522.22   (feet)  ADJUSTED  
 GB1741  ___________________________________________________________________
 GB1741  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1741  DYNAMIC HT  -         159.037 (meters)     521.77  (feet)  COMP
 GB1741  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 GB1741
 GB1741  VERT ORDER  -  SECOND    CLASS 0
 GB1741
 GB1741.The horizontal coordinates were scaled from a topographic map and have
 GB1741.an estimated accuracy of +/- 6 seconds.
 GB1741
 GB1741.The orthometric height was determined by differential leveling
 GB1741.and adjusted by the National Geodetic Survey in June 1991..
 GB1741
 GB1741.The geoid height was determined by GEOID03.
 GB1741
 GB1741.The dynamic height is computed by dividing the NAVD 88
 GB1741.geopotential number by the normal gravity value computed on the
 GB1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1741.degrees latitude (g = 980.6199 gals.).
 GB1741
 GB1741.The modeled gravity was interpolated from observed gravity values.
 GB1741
 GB1741;                    North         East    Units  Estimated Accuracy
 GB1741;SPC TN       -   203,010.      608,670.      MT  (+/- 180 meters Scaled)
 GB1741
 GB1741                          SUPERSEDED SURVEY CONTROL
 GB1741
 GB1741  NGVD 29 (??/??/92)  159.240  (m)          522.44   (f) ADJ UNCH    2 0
 GB1741
 GB1741.Superseded values are not recommended for survey control.
 GB1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1741.See file dsdata.txt to determine how the superseded data were derived.
 GB1741
 GB1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF986025(NAD 83)
 GB1741_MARKER: DB = BENCH MARK DISK
 GB1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1741_STAMPING: K 227 1960
 GB1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1741+STABILITY: SURFACE MOTION
 GB1741
 GB1741  HISTORY     - Date     Condition        Report By
 GB1741  HISTORY     - 1960     MONUMENTED       CGS
 GB1741
 GB1741                          STATION DESCRIPTION
 GB1741
 GB1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1741'0.6 MI E FROM CARTHAGE JUNCTION.
 GB1741'FROM THE RAILROAD STATION AT CARTHAGE JUNCTION, GO EAST FOR 0.65
 GB1741'MILES ON THE TENNESSEE CENTRAL RAILROAD TO A ROAD CROSSING.  18
 GB1741'FT. SOUTHEAST OF A GRAVEL ROAD, 11 FT. NORTHEAST OF THE NORTHEAST
 GB1741'RAIL, 5 FT. SOUTHEAST OF A TELEGRAPH POLE, 2 FT. NORTHWEST OF A
 GB1741'RAILROAD CROSSING SIGN, AND 1.4 FT. SOUTHWEST OF A WITNESS SIGN.
 GB1741'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GB1741'AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0074 ***********************************************************************
 FD0074  DESIGNATION -  K 228
 FD0074  PID         -  FD0074
 FD0074  STATE/COUNTY-  TN/RUTHERFORD
 FD0074  USGS QUAD   -  MURFREESBORO (1983)
 FD0074
 FD0074                         *CURRENT SURVEY CONTROL
 FD0074  ___________________________________________________________________
 FD0074* NAD 83(1986)-  35 49 38.     (N)    086 24 53.     (W)     SCALED    
 FD0074* NAVD 88     -       179.501  (meters)     588.91   (feet)  ADJUSTED  
 FD0074  ___________________________________________________________________
 FD0074  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0074  DYNAMIC HT  -         179.343 (meters)     588.39  (feet)  COMP
 FD0074  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FD0074
 FD0074  VERT ORDER  -  SECOND    CLASS 0
 FD0074
 FD0074.The horizontal coordinates were scaled from a topographic map and have
 FD0074.an estimated accuracy of +/- 6 seconds.
 FD0074
 FD0074.The orthometric height was determined by differential leveling
 FD0074.and adjusted by the National Geodetic Survey in June 1991..
 FD0074
 FD0074.The geoid height was determined by GEOID03.
 FD0074
 FD0074.The dynamic height is computed by dividing the NAVD 88
 FD0074.geopotential number by the normal gravity value computed on the
 FD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0074.degrees latitude (g = 980.6199 gals.).
 FD0074
 FD0074.The modeled gravity was interpolated from observed gravity values.
 FD0074
 FD0074;                    North         East    Units  Estimated Accuracy
 FD0074;SPC TN       -   165,830.      562,530.      MT  (+/- 180 meters Scaled)
 FD0074
 FD0074                          SUPERSEDED SURVEY CONTROL
 FD0074
 FD0074  NGVD 29 (??/??/92)  179.511  (m)          588.95   (f) ADJ UNCH    2 0
 FD0074
 FD0074.Superseded values are not recommended for survey control.
 FD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0074.See file dsdata.txt to determine how the superseded data were derived.
 FD0074
 FD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE528649(NAD 83)
 FD0074_MARKER: DB = BENCH MARK DISK
 FD0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0074_STAMPING: K 228 1960
 FD0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0074+STABILITY: SURFACE MOTION
 FD0074
 FD0074  HISTORY     - Date     Condition        Report By
 FD0074  HISTORY     - 1960     MONUMENTED       CGS
 FD0074
 FD0074                          STATION DESCRIPTION
 FD0074
 FD0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0074'3.6 MI SW FROM MURFREESBORO.
 FD0074'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0074'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0074'1.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 24 FOR 1.5 MILES TO
 FD0074'THE INTERSECTION OF EAGLEVILLE PIKE.  THE BENCH MARK IS ABOUT
 FD0074'500 FT. NORTHEAST OF THE PROPOSED INTERSTATE HIGHWAY 24, 58
 FD0074'FT. NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER, 18 FT.
 FD0074'NORTHWEST OF THE CENTER OF EAGLEVILLE PIKE, 8 FT. SOUTHWEST
 FD0074'OF THE CENTER OF A GATE, AND 1.4 FT. NORTHEAST OF A WITNESS
 FD0074'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0074'2 INCHES AND IS ABOUT LEVEL WITH EAGLEVILLE PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0138 ***********************************************************************
 FD0138  DESIGNATION -  K 229
 FD0138  PID         -  FD0138
 FD0138  STATE/COUNTY-  TN/COFFEE
 FD0138  USGS QUAD   -  NOAH (1976)
 FD0138
 FD0138                         *CURRENT SURVEY CONTROL
 FD0138  ___________________________________________________________________
 FD0138* NAD 83(1986)-  35 31 05.     (N)    086 08 22.     (W)     SCALED    
 FD0138* NAVD 88     -       340.241  (meters)    1116.27   (feet)  ADJUSTED  
 FD0138  ___________________________________________________________________
 FD0138  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0138  DYNAMIC HT  -         339.918 (meters)    1115.21  (feet)  COMP
 FD0138  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 FD0138
 FD0138  VERT ORDER  -  SECOND    CLASS 0
 FD0138
 FD0138.The horizontal coordinates were scaled from a topographic map and have
 FD0138.an estimated accuracy of +/- 6 seconds.
 FD0138
 FD0138.The orthometric height was determined by differential leveling
 FD0138.and adjusted by the National Geodetic Survey in June 1991..
 FD0138
 FD0138.The geoid height was determined by GEOID03.
 FD0138
 FD0138.The dynamic height is computed by dividing the NAVD 88
 FD0138.geopotential number by the normal gravity value computed on the
 FD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0138.degrees latitude (g = 980.6199 gals.).
 FD0138
 FD0138.The modeled gravity was interpolated from observed gravity values.
 FD0138
 FD0138;                    North         East    Units  Estimated Accuracy
 FD0138;SPC TN       -   131,450.      587,350.      MT  (+/- 180 meters Scaled)
 FD0138
 FD0138                          SUPERSEDED SURVEY CONTROL
 FD0138
 FD0138  NGVD 29 (??/??/92)  340.233  (m)         1116.25   (f) ADJ UNCH    2 0
 FD0138
 FD0138.Superseded values are not recommended for survey control.
 FD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0138.See file dsdata.txt to determine how the superseded data were derived.
 FD0138
 FD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE780308(NAD 83)
 FD0138_MARKER: DB = BENCH MARK DISK
 FD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0138_STAMPING: K 229 1960
 FD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0138+STABILITY: SURFACE MOTION
 FD0138
 FD0138  HISTORY     - Date     Condition        Report By
 FD0138  HISTORY     - 1960     MONUMENTED       CGS
 FD0138
 FD0138                          STATION DESCRIPTION
 FD0138
 FD0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0138'3.7 MI NW FROM MANCHESTER.
 FD0138'FROM THE COURT HOUSE IN MANCHESTER, GO 3.7 MILES NORTHWEST ON
 FD0138'U.S. HIGHWAY 41 TO THE MOONLIGHT COURT CAFE.  THE BENCH MARK IS
 FD0138'ABOUT 170 FT. SOUTH AND ACROSS THE HIGHWAY FROM THE MOONLIGHT
 FD0138'COURT CAFE, AT THE T JUNCTION OF A PAVED ROAD LEADING SOUTH, 95
 FD0138'FT. SOUTH OF THE CENTER OF U.S. HIGHWAY 41, 43 FT. WEST OF THE
 FD0138'CENTER OF A PAVED ROAD, 7 FT. NORTHEAST OF A POWER LINE POLE WITH
 FD0138'GUY WIRE, AND 1.8 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET
 FD0138'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 3 FT.
 FD0138'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0280 ***********************************************************************
 GD0280  DESIGNATION -  K 23
 GD0280  PID         -  GD0280
 GD0280  STATE/COUNTY-  TN/WEAKLEY
 GD0280  USGS QUAD   -  MC KENZIE (1985)
 GD0280
 GD0280                         *CURRENT SURVEY CONTROL
 GD0280  ___________________________________________________________________
 GD0280* NAD 83(1986)-  36 13 21.     (N)    088 37 18.     (W)     SCALED    
 GD0280* NAVD 88     -       125.926  (meters)     413.14   (feet)  ADJUSTED  
 GD0280  ___________________________________________________________________
 GD0280  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0280  DYNAMIC HT  -         125.822 (meters)     412.80  (feet)  COMP
 GD0280  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GD0280
 GD0280  VERT ORDER  -  SECOND    CLASS 0
 GD0280
 GD0280.The horizontal coordinates were scaled from a topographic map and have
 GD0280.an estimated accuracy of +/- 6 seconds.
 GD0280
 GD0280.The orthometric height was determined by differential leveling
 GD0280.and adjusted by the National Geodetic Survey in June 1991..
 GD0280
 GD0280.The geoid height was determined by GEOID03.
 GD0280
 GD0280.The dynamic height is computed by dividing the NAVD 88
 GD0280.geopotential number by the normal gravity value computed on the
 GD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0280.degrees latitude (g = 980.6199 gals.).
 GD0280
 GD0280.The modeled gravity was interpolated from observed gravity values.
 GD0280
 GD0280;                    North         East    Units  Estimated Accuracy
 GD0280;SPC TN       -   212,760.      364,320.      MT  (+/- 180 meters Scaled)
 GD0280
 GD0280                          SUPERSEDED SURVEY CONTROL
 GD0280
 GD0280  NGVD 29 (??/??/??)  125.965  (m)          413.27   (f) ADJUSTED    2 0
 GD0280
 GD0280.Superseded values are not recommended for survey control.
 GD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0280.See file dsdata.txt to determine how the superseded data were derived.
 GD0280
 GD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF542098(NAD 83)
 GD0280_MARKER: DB = BENCH MARK DISK
 GD0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0280_SP_SET: BUILDING
 GD0280_STAMPING: K 23 1934 413.405
 GD0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0280+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0280
 GD0280  HISTORY     - Date     Condition        Report By
 GD0280  HISTORY     - 1934     MONUMENTED       CGS
 GD0280  HISTORY     - 1967     GOOD             CGS
 GD0280  HISTORY     - 20020826 GOOD             USACE
 GD0280
 GD0280                          STATION DESCRIPTION
 GD0280
 GD0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0280'0.8 MI NW FROM GLEASON.
 GD0280'ABOUT 0.8 OF A MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0280'RAILROAD FROM GLEASON, 13 POLES NORTHWEST OF MILEPOST 125 AT
 GD0280'RAILROAD BRIDGE STRUCTURE NO. 125.3 OVER OLD STATE ROUTE 22 AND
 GD0280'4.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 GD0280'TRACK.  A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 GD0280'THE WEST CONCRETE WING WALL OF THE STRUCTURE.
 GD0280
 GD0280                          STATION RECOVERY (2002)
 GD0280
 GD0280'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1844 ***********************************************************************
 GB1844  DESIGNATION -  K 230
 GB1844  PID         -  GB1844
 GB1844  STATE/COUNTY-  TN/PUTNAM
 GB1844  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1844
 GB1844                         *CURRENT SURVEY CONTROL
 GB1844  ___________________________________________________________________
 GB1844* NAD 83(1986)-  36 08 23.     (N)    085 34 28.     (W)     SCALED    
 GB1844* NAVD 88     -       307.352  (meters)    1008.37   (feet)  ADJUSTED  
 GB1844  ___________________________________________________________________
 GB1844  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1844  DYNAMIC HT  -         307.077 (meters)    1007.47  (feet)  COMP
 GB1844  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 GB1844
 GB1844  VERT ORDER  -  SECOND    CLASS 0
 GB1844
 GB1844.The horizontal coordinates were scaled from a topographic map and have
 GB1844.an estimated accuracy of +/- 6 seconds.
 GB1844
 GB1844.The orthometric height was determined by differential leveling
 GB1844.and adjusted by the National Geodetic Survey in June 1991..
 GB1844
 GB1844.The geoid height was determined by GEOID03.
 GB1844
 GB1844.The dynamic height is computed by dividing the NAVD 88
 GB1844.geopotential number by the normal gravity value computed on the
 GB1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1844.degrees latitude (g = 980.6199 gals.).
 GB1844
 GB1844.The modeled gravity was interpolated from observed gravity values.
 GB1844
 GB1844;                    North         East    Units  Estimated Accuracy
 GB1844;SPC TN       -   200,500.      638,300.      MT  (+/- 180 meters Scaled)
 GB1844
 GB1844                          SUPERSEDED SURVEY CONTROL
 GB1844
 GB1844  NGVD 29 (??/??/92)  307.420  (m)         1008.59   (f) ADJ UNCH    2 0
 GB1844
 GB1844.Superseded values are not recommended for survey control.
 GB1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1844.See file dsdata.txt to determine how the superseded data were derived.
 GB1844
 GB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF282003(NAD 83)
 GB1844_MARKER: DB = BENCH MARK DISK
 GB1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1844_SP_SET: CULVERT
 GB1844_STAMPING: K 230 1960
 GB1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1844
 GB1844  HISTORY     - Date     Condition        Report By
 GB1844  HISTORY     - 1960     MONUMENTED       CGS
 GB1844
 GB1844                          STATION DESCRIPTION
 GB1844
 GB1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1844'4.6 MI SE FROM BAXTER.
 GB1844'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1844'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1844'0.5 MILE SOUTH ON A GRAVELED ROAD, THEN 3.15 MILES EAST ON
 GB1844'INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT.  THE BENCH MARK IS
 GB1844'0.1 MILE EAST OF AN OVERPASS.  THE DISK IS CEMENTED IN A DRILL
 GB1844'HOLE IN TOP OF THE NORTHEAST END OF THE NORTH CONCRETE HEADWALL
 GB1844'OF THE CONCRETE CULVERT UNDER THE HIGHWAY, AND IS ABOUT 5 FT.
 GB1844'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1633 ***********************************************************************
 GB1633  CBN         -  This is a Cooperative Base Network Control Station.
 GB1633  DESIGNATION -  K 231
 GB1633  PID         -  GB1633
 GB1633  STATE/COUNTY-  TN/CUMBERLAND
 GB1633  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1633
 GB1633                         *CURRENT SURVEY CONTROL
 GB1633  ___________________________________________________________________
 GB1633* NAD 83(1995)-  36 06 05.81766(N)    085 14 09.17760(W)     ADJUSTED  
 GB1633* NAVD 88     -       614.963  (meters)    2017.59   (feet)  ADJUSTED  
 GB1633  ___________________________________________________________________
 GB1633  X           -     428,543.796 (meters)                     COMP
 GB1633  Y           -  -5,142,009.760 (meters)                     COMP
 GB1633  Z           -   3,737,652.945 (meters)                     COMP
 GB1633  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 GB1633  ELLIP HEIGHT-         585.92  (meters)          (08/03/04) GPS OBS
 GB1633  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB1633  DYNAMIC HT  -         614.391 (meters)    2015.71  (feet)  COMP
 GB1633  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GB1633
 GB1633  HORZ ORDER  -  A
 GB1633  VERT ORDER  -  SECOND    CLASS 0
 GB1633  ELLP ORDER  -  FOURTH    CLASS I
 GB1633
 GB1633.The horizontal coordinates were established by GPS observations
 GB1633.and adjusted by the National Geodetic Survey in August 2004..
 GB1633
 GB1633.The orthometric height was determined by differential leveling
 GB1633.and adjusted by the National Geodetic Survey in June 1991..
 GB1633.WARNING-GPS observations at this control monument resulted in a GPS
 GB1633.derived orthometric height which differed from the leveled height by
 GB1633.more than one decimeter (0.1 meter).
 GB1633
 GB1633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB1633
 GB1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1633
 GB1633.The ellipsoidal height was determined by GPS observations
 GB1633.and is referenced to NAD 83.
 GB1633
 GB1633.The geoid height was determined by GEOID03.
 GB1633
 GB1633.The dynamic height is computed by dividing the NAVD 88
 GB1633.geopotential number by the normal gravity value computed on the
 GB1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1633.degrees latitude (g = 980.6199 gals.).
 GB1633
 GB1633.The modeled gravity was interpolated from observed gravity values.
 GB1633
 GB1633;                    North         East     Units Scale Factor Converg.
 GB1633;SPC TN       -   196,458.849   668,803.641   MT  0.99995927   +0 26 50.4
 GB1633;SPC TN       -   644,548.74  2,194,233.28   sFT  0.99995927   +0 26 50.4
 GB1633;UTM  16      - 3,996,659.971   658,799.215   MT  0.99991072   +1 02 22.8
 GB1633
 GB1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1633!SPC TN       -   0.99990805  x   0.99995927  =   0.99986732
 GB1633!UTM  16      -   0.99990805  x   0.99991072  =   0.99981878
 GB1633
 GB1633                          SUPERSEDED SURVEY CONTROL
 GB1633
 GB1633  NAVD 88 (08/03/04)  614.96   (m)         2017.6    (f) LEVELING    3  
 GB1633  NGVD 29 (??/??/92)  614.976  (m)         2017.63   (f) ADJ UNCH    2 0
 GB1633
 GB1633.Superseded values are not recommended for survey control.
 GB1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1633.See file dsdata.txt to determine how the superseded data were derived.
 GB1633
 GB1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5879996660(NAD 83)
 GB1633_MARKER: DB = BENCH MARK DISK
 GB1633_SETTING: 66 = SET IN ROCK OUTCROP
 GB1633_SP_SET: BEDROCK
 GB1633_STAMPING: K 231 1960
 GB1633_MARK LOGO: CGS   
 GB1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1633+STABILITY: POSITION/ELEVATION WELL
 GB1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1633+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 GB1633
 GB1633  HISTORY     - Date     Condition        Report By
 GB1633  HISTORY     - 1960     MONUMENTED       CGS
 GB1633  HISTORY     - 20031010 GOOD             TNDT
 GB1633  HISTORY     - 20060912 GOOD             TVA
 GB1633
 GB1633                          STATION DESCRIPTION
 GB1633
 GB1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1633'3.6 MI SE FROM MONTEREY.
 GB1633'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1633'STATE HIGHWAY 84, THEN 4.0 MILES SOUTHEAST ON U.S. HIGHWAY 70N
 GB1633'JUST BEFORE REACHING YOUNGS MOTEL.  THE BENCH MARK IS 31 FT. NORTH
 GB1633'OF A TELEPHONE POLE, 46 FT. WEST OF THE WEST RAIL OF RAILROAD,
 GB1633'29 FT. EAST OF THE CENTER OF U.S. HIGHWAY 70N, AND 8.4 FT.
 GB1633'WEST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 GB1633'HOLE IN A LARGE OUTCROPPING BEDROCK, AND IS ABOUT 1 FT. ABOVE
 GB1633'THE LEVEL OF THE HIGHWAY.
 GB1633
 GB1633                          STATION RECOVERY (2003)
 GB1633
 GB1633'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB1633'RECOVERED AS DESCRIBED.
 GB1633
 GB1633                          STATION RECOVERY (2006)
 GB1633
 GB1633'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0814 ***********************************************************************
 FC0814  DESIGNATION -  K 232
 FC0814  PID         -  FC0814
 FC0814  STATE/COUNTY-  TN/CUMBERLAND
 FC0814  USGS QUAD   -  OZONE (1989)
 FC0814
 FC0814                         *CURRENT SURVEY CONTROL
 FC0814  ___________________________________________________________________
 FC0814* NAD 83(1986)-  35 53 12.     (N)    084 50 13.     (W)     SCALED    
 FC0814* NAVD 88     -       501.829  (meters)    1646.42   (feet)  ADJUSTED  
 FC0814  ___________________________________________________________________
 FC0814  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FC0814  DYNAMIC HT  -         501.357 (meters)    1644.87  (feet)  COMP
 FC0814  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FC0814
 FC0814  VERT ORDER  -  SECOND    CLASS 0
 FC0814
 FC0814.The horizontal coordinates were scaled from a topographic map and have
 FC0814.an estimated accuracy of +/- 6 seconds.
 FC0814
 FC0814.The orthometric height was determined by differential leveling
 FC0814.and adjusted by the National Geodetic Survey in June 1991..
 FC0814
 FC0814.The geoid height was determined by GEOID03.
 FC0814
 FC0814.The dynamic height is computed by dividing the NAVD 88
 FC0814.geopotential number by the normal gravity value computed on the
 FC0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0814.degrees latitude (g = 980.6199 gals.).
 FC0814
 FC0814.The modeled gravity was interpolated from observed gravity values.
 FC0814
 FC0814;                    North         East    Units  Estimated Accuracy
 FC0814;SPC TN       -   172,970.      705,010.      MT  (+/- 180 meters Scaled)
 FC0814
 FC0814                          SUPERSEDED SURVEY CONTROL
 FC0814
 FC0814  NGVD 29 (??/??/92)  501.914  (m)         1646.70   (f) ADJ UNCH    2 0
 FC0814
 FC0814.Superseded values are not recommended for survey control.
 FC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0814.See file dsdata.txt to determine how the superseded data were derived.
 FC0814
 FC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE952735(NAD 83)
 FC0814_MARKER: DB = BENCH MARK DISK
 FC0814_SETTING: 66 = SET IN ROCK OUTCROP
 FC0814_SP_SET: ROCK LEDGE
 FC0814_STAMPING: K 232 1960
 FC0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0814+STABILITY: POSITION/ELEVATION WELL
 FC0814
 FC0814  HISTORY     - Date     Condition        Report By
 FC0814  HISTORY     - 1960     MONUMENTED       CGS
 FC0814
 FC0814                          STATION DESCRIPTION
 FC0814
 FC0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0814'2.7 MI E FROM CRAB ORCHARD.
 FC0814'FROM THE RAILRAOD DEPOT IN CRAB ORCHARD, GO 2.7 MILES EAST ON
 FC0814'THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 30.5 FT.
 FC0814'NORTHEAST OF THE NORTH RAIL, 22 FT. SOUTHEAST OF A TELEPHONE
 FC0814'POLE, 9 FT. SOUTHWEST OF A WITNESS SIGN NAILED TO A TREE.  THE
 FC0814'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF A ROCK LEDGE ABOUT 3
 FC0814'FT. ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0911 ***********************************************************************
 FC0911  DESIGNATION -  K 233
 FC0911  PID         -  FC0911
 FC0911  STATE/COUNTY-  TN/ROANE
 FC0911  USGS QUAD   -  HARRIMAN (1980)
 FC0911
 FC0911                         *CURRENT SURVEY CONTROL
 FC0911  ___________________________________________________________________
 FC0911* NAD 83(1986)-  35 53 35.     (N)    084 32 41.     (W)     SCALED    
 FC0911* NAVD 88     -       253.084  (meters)     830.33   (feet)  ADJUSTED  
 FC0911  ___________________________________________________________________
 FC0911  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0911  DYNAMIC HT  -         252.849 (meters)     829.56  (feet)  COMP
 FC0911  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FC0911
 FC0911  VERT ORDER  -  SECOND    CLASS 0
 FC0911
 FC0911.The horizontal coordinates were scaled from a topographic map and have
 FC0911.an estimated accuracy of +/- 6 seconds.
 FC0911
 FC0911.The orthometric height was determined by differential leveling
 FC0911.and adjusted by the National Geodetic Survey in June 1991..
 FC0911
 FC0911.The geoid height was determined by GEOID03.
 FC0911
 FC0911.The dynamic height is computed by dividing the NAVD 88
 FC0911.geopotential number by the normal gravity value computed on the
 FC0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0911.degrees latitude (g = 980.6199 gals.).
 FC0911
 FC0911.The modeled gravity was interpolated from observed gravity values.
 FC0911
 FC0911;                    North         East    Units  Estimated Accuracy
 FC0911;SPC TN       -   174,030.      731,380.      MT  (+/- 180 meters Scaled)
 FC0911
 FC0911                          SUPERSEDED SURVEY CONTROL
 FC0911
 FC0911  NGVD 29 (??/??/92)  253.192  (m)          830.68   (f) ADJ UNCH    2 0
 FC0911
 FC0911.Superseded values are not recommended for survey control.
 FC0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0911.See file dsdata.txt to determine how the superseded data were derived.
 FC0911
 FC0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE216748(NAD 83)
 FC0911_MARKER: DB = BENCH MARK DISK
 FC0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0911_STAMPING: K 233 1960
 FC0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0911+STABILITY: SURFACE MOTION
 FC0911
 FC0911  HISTORY     - Date     Condition        Report By
 FC0911  HISTORY     - 1960     MONUMENTED       CGS
 FC0911  HISTORY     - 1972     GOOD             TVA
 FC0911
 FC0911                          STATION DESCRIPTION
 FC0911
 FC0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0911'3.2 MI NW FROM KINGSTON.
 FC0911'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0911'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY
 FC0911'40, THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 1.35 MILES
 FC0911'NORTHWEST ON U.S. HIGHWAY 70.  THE BENCH MARK IS ABOUT 110 YARDS
 FC0911'EAST OF A GULF SERVICE STATION, ABOUT 85 YARDS EAST OF THE
 FC0911'INTERSECTION OF U.S. HIGHWAY 70 AND A PAVED ROAD, 65 FT. NORTH
 FC0911'OF THE CENTER OF THE WEST BOUND TRAFFIC LANES OF U.S. HIGHWAY
 FC0911'70, 45 FT. SOUTHWEST OF A POWER LINE POLE, AND 1.3 FT. WEST OF
 FC0911'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0911'PROJECTING 2 INCHES.
 FC0911
 FC0911                          STATION RECOVERY (1972)
 FC0911
 FC0911'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0235 ***********************************************************************
 FC0235  DESIGNATION -  K 234
 FC0235  PID         -  FC0235
 FC0235  STATE/COUNTY-  TN/KNOX
 FC0235  USGS QUAD   -  BEARDEN (1990)
 FC0235
 FC0235                         *CURRENT SURVEY CONTROL
 FC0235  ___________________________________________________________________
 FC0235* NAD 83(1986)-  35 54 54.     (N)    084 06 24.     (W)     SCALED    
 FC0235* NAVD 88     -       293.263  (meters)     962.15   (feet)  ADJUSTED  
 FC0235  ___________________________________________________________________
 FC0235  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0235  DYNAMIC HT  -         292.990 (meters)     961.25  (feet)  COMP
 FC0235  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0235
 FC0235  VERT ORDER  -  SECOND    CLASS 0
 FC0235
 FC0235.The horizontal coordinates were scaled from a topographic map and have
 FC0235.an estimated accuracy of +/- 6 seconds.
 FC0235
 FC0235.The orthometric height was determined by differential leveling
 FC0235.and adjusted by the National Geodetic Survey in June 1991..
 FC0235
 FC0235.The geoid height was determined by GEOID03.
 FC0235
 FC0235.The dynamic height is computed by dividing the NAVD 88
 FC0235.geopotential number by the normal gravity value computed on the
 FC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0235.degrees latitude (g = 980.6199 gals.).
 FC0235
 FC0235.The modeled gravity was interpolated from observed gravity values.
 FC0235
 FC0235;                    North         East    Units  Estimated Accuracy
 FC0235;SPC TN       -   177,140.      770,870.      MT  (+/- 180 meters Scaled)
 FC0235
 FC0235                          SUPERSEDED SURVEY CONTROL
 FC0235
 FC0235  NGVD 29 (??/??/92)  293.387  (m)          962.55   (f) ADJ UNCH    2 0
 FC0235
 FC0235.Superseded values are not recommended for survey control.
 FC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0235.See file dsdata.txt to determine how the superseded data were derived.
 FC0235
 FC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE610783(NAD 83)
 FC0235_MARKER: DB = BENCH MARK DISK
 FC0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0235_SP_SET: CULVERT
 FC0235_STAMPING: K 234 1960
 FC0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0235
 FC0235  HISTORY     - Date     Condition        Report By
 FC0235  HISTORY     - 1960     MONUMENTED       CGS
 FC0235  HISTORY     - 1982     GOOD             LOCENG
 FC0235
 FC0235                          STATION DESCRIPTION
 FC0235
 FC0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0235'7.8 MI W FROM BEARDEN.
 FC0235'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0235'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 5.95 MILES WEST
 FC0235'ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT UNDER THE HIGHWAY.
 FC0235'THE BENCH MARK IS ABOUT 0.1 MILE EAST OF A LARGE BARN ON THE NORTH
 FC0235'SIDE OF THE HIGHWAY AND 37 FT. NORTH OF THE CENTER OF THE WEST
 FC0235'BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FC0235'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF THE CULVERT
 FC0235'AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
 FC0235
 FC0235                          STATION RECOVERY (1982)
 FC0235
 FC0235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0684 ***********************************************************************
 GB0684  DESIGNATION -  K 235
 GB0684  PID         -  GB0684
 GB0684  STATE/COUNTY-  TN/KNOX
 GB0684  USGS QUAD   -  POWELL (1976)
 GB0684
 GB0684                         *CURRENT SURVEY CONTROL
 GB0684  ___________________________________________________________________
 GB0684* NAD 83(1986)-  36 04 18.     (N)    084 01 53.     (W)     SCALED    
 GB0684* NAVD 88     -       265.462  (meters)     870.94   (feet)  ADJUSTED  
 GB0684  ___________________________________________________________________
 GB0684  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0684  DYNAMIC HT  -         265.215 (meters)     870.13  (feet)  COMP
 GB0684  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GB0684
 GB0684  VERT ORDER  -  SECOND    CLASS 0
 GB0684
 GB0684.The horizontal coordinates were scaled from a topographic map and have
 GB0684.an estimated accuracy of +/- 6 seconds.
 GB0684
 GB0684.The orthometric height was determined by differential leveling
 GB0684.and adjusted by the National Geodetic Survey in June 1991..
 GB0684
 GB0684.The geoid height was determined by GEOID03.
 GB0684
 GB0684.The dynamic height is computed by dividing the NAVD 88
 GB0684.geopotential number by the normal gravity value computed on the
 GB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0684.degrees latitude (g = 980.6199 gals.).
 GB0684
 GB0684.The modeled gravity was interpolated from observed gravity values.
 GB0684
 GB0684;                    North         East    Units  Estimated Accuracy
 GB0684;SPC TN       -   194,650.      777,320.      MT  (+/- 180 meters Scaled)
 GB0684
 GB0684                          SUPERSEDED SURVEY CONTROL
 GB0684
 GB0684  NGVD 29 (??/??/92)  265.571  (m)          871.29   (f) ADJ UNCH    2 0
 GB0684
 GB0684.Superseded values are not recommended for survey control.
 GB0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0684.See file dsdata.txt to determine how the superseded data were derived.
 GB0684
 GB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE673959(NAD 83)
 GB0684_MARKER: DB = BENCH MARK DISK
 GB0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0684_SP_SET: BRIDGE
 GB0684_STAMPING: K 235 1961
 GB0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0684
 GB0684  HISTORY     - Date     Condition        Report By
 GB0684  HISTORY     - 1961     MONUMENTED       CGS
 GB0684  HISTORY     - 1973     GOOD             TVA
 GB0684
 GB0684                          STATION DESCRIPTION
 GB0684
 GB0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0684'8.7 MI NW FROM INSKIP.
 GB0684'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0684'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0684'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 3.15 MILES NORTHWEST ON
 GB0684'CONNER ROAD, THEN 0.95 MILE SOUTHWEST ON BRUSHY VALLEY ROAD TO A SMALL
 GB0684'BRIDGE OVER A CREEK.  THE BENCH MARK IS ABOUT 0.05 MILE SOUTHWEST
 GB0684'OF THE T JUNCTION OF BRUSHY VALLEY ROAD AND CLEAGE ROAD, 11 FT.
 GB0684'NORTHWEST OF THE CENTER OF BRUSHY VALLEY ROAD.  THE DISK IS CEMENTED
 GB0684'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE NORTHWEST CONCRETE
 GB0684'HEADWALL OF THE BRIDGE, AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE
 GB0684'ROAD.
 GB0684
 GB0684                          STATION RECOVERY (1973)
 GB0684
 GB0684'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0554 ***********************************************************************
 GB0554  DESIGNATION -  K 236
 GB0554  PID         -  GB0554
 GB0554  STATE/COUNTY-  TN/CAMPBELL
 GB0554  USGS QUAD   -  PIONEER (1979)
 GB0554
 GB0554                         *CURRENT SURVEY CONTROL
 GB0554  ___________________________________________________________________
 GB0554* NAD 83(1986)-  36 24 07.     (N)    084 16 40.     (W)     SCALED    
 GB0554* NAVD 88     -       456.392  (meters)    1497.35   (feet)  ADJUSTED  
 GB0554  ___________________________________________________________________
 GB0554  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB0554  DYNAMIC HT  -         455.984 (meters)    1496.01  (feet)  COMP
 GB0554  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GB0554
 GB0554  VERT ORDER  -  SECOND    CLASS 0
 GB0554
 GB0554.The horizontal coordinates were scaled from a topographic map and have
 GB0554.an estimated accuracy of +/- 6 seconds.
 GB0554
 GB0554.The orthometric height was determined by differential leveling
 GB0554.and adjusted by the National Geodetic Survey in June 1991..
 GB0554
 GB0554.The geoid height was determined by GEOID03.
 GB0554
 GB0554.The dynamic height is computed by dividing the NAVD 88
 GB0554.geopotential number by the normal gravity value computed on the
 GB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0554.degrees latitude (g = 980.6199 gals.).
 GB0554
 GB0554.The modeled gravity was interpolated from observed gravity values.
 GB0554
 GB0554;                    North         East    Units  Estimated Accuracy
 GB0554;SPC TN       -   230,870.      754,480.      MT  (+/- 180 meters Scaled)
 GB0554
 GB0554                          SUPERSEDED SURVEY CONTROL
 GB0554
 GB0554  NGVD 29 (??/??/92)  456.496  (m)         1497.69   (f) ADJ UNCH    2 0
 GB0554
 GB0554.Superseded values are not recommended for survey control.
 GB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0554.See file dsdata.txt to determine how the superseded data were derived.
 GB0554
 GB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF441319(NAD 83)
 GB0554_MARKER: DB = BENCH MARK DISK
 GB0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0554_STAMPING: K 236 1961
 GB0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0554+STABILITY: SURFACE MOTION
 GB0554
 GB0554  HISTORY     - Date     Condition        Report By
 GB0554  HISTORY     - 1961     MONUMENTED       CGS
 GB0554
 GB0554                          STATION DESCRIPTION
 GB0554
 GB0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0554'3.6 MI SE FROM PIONEER.
 GB0554'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0554'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0554'THEN 0.05 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0554'0.5 MILE NORTHERLY ON A GRAVELED ROAD.  THE BENCH MARK IS 25 FT.
 GB0554'EAST OF THE CENTER OF THE GRAVELED ROAD, 1.6 FT. NORTH OF A
 GB0554'WITNESS SIGN, AND ABOUT 0.05 MILE NORTH OF A SMALL BRIDGE OVER
 GB0554'A CREEK.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB0554'4 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2441 ***********************************************************************
 GA2441  DESIGNATION -  K 237
 GA2441  PID         -  GA2441
 GA2441  STATE/COUNTY-  TN/JEFFERSON
 GA2441  USGS QUAD   -  NEW MARKET (1987)
 GA2441
 GA2441                         *CURRENT SURVEY CONTROL
 GA2441  ___________________________________________________________________
 GA2441* NAD 83(1986)-  36 00 27.     (N)    083 31 45.     (W)     SCALED    
 GA2441* NAVD 88     -       282.615  (meters)     927.21   (feet)  ADJUSTED  
 GA2441  ___________________________________________________________________
 GA2441  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2441  DYNAMIC HT  -         282.352 (meters)     926.35  (feet)  COMP
 GA2441  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA2441
 GA2441  VERT ORDER  -  SECOND    CLASS 0
 GA2441
 GA2441.The horizontal coordinates were scaled from a topographic map and have
 GA2441.an estimated accuracy of +/- 6 seconds.
 GA2441
 GA2441.The orthometric height was determined by differential leveling
 GA2441.and adjusted by the National Geodetic Survey in June 1991..
 GA2441
 GA2441.The geoid height was determined by GEOID03.
 GA2441
 GA2441.The dynamic height is computed by dividing the NAVD 88
 GA2441.geopotential number by the normal gravity value computed on the
 GA2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2441.degrees latitude (g = 980.6199 gals.).
 GA2441
 GA2441.The modeled gravity was interpolated from observed gravity values.
 GA2441
 GA2441;                    North         East    Units  Estimated Accuracy
 GA2441;SPC TN       -   188,560.      822,720.      MT  (+/- 180 meters Scaled)
 GA2441
 GA2441                          SUPERSEDED SURVEY CONTROL
 GA2441
 GA2441  NGVD 29 (??/??/92)  282.790  (m)          927.79   (f) ADJ UNCH    2 0
 GA2441
 GA2441.Superseded values are not recommended for survey control.
 GA2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2441.See file dsdata.txt to determine how the superseded data were derived.
 GA2441
 GA2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720877(NAD 83)
 GA2441_MARKER: DB = BENCH MARK DISK
 GA2441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2441_SP_SET: BRIDGE
 GA2441_STAMPING: K 237 1961
 GA2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2441
 GA2441  HISTORY     - Date     Condition        Report By
 GA2441  HISTORY     - 1961     MONUMENTED       CGS
 GA2441
 GA2441                          STATION DESCRIPTION
 GA2441
 GA2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2441'5.8 MI E FROM KODAK.
 GA2441'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 GA2441'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 GA2441'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 GA2441'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN 4.6
 GA2441'MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF
 GA2441'A PAVED ROAD.  THE BENCH MARK IS ABOUT 220 FT. SOUTH OF THE
 GA2441'INTERSTATE HIGHWAY, 9 FT. WEST OF THE CENTER OF THE PAVED
 GA2441'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE WEST
 GA2441'END OF THE NORTH CONCRETE WINGWALL OF A SMALL STEEL BRIDGE
 GA2441'OVER A CREEK AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE PAVED
 GA2441'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0287 ***********************************************************************
 FC0287  DESIGNATION -  K 238
 FC0287  PID         -  FC0287
 FC0287  STATE/COUNTY-  TN/LOUDON
 FC0287  USGS QUAD   -  PHILADELPHIA (1974)
 FC0287
 FC0287                         *CURRENT SURVEY CONTROL
 FC0287  ___________________________________________________________________
 FC0287* NAD 83(1986)-  35 41 55.     (N)    084 24 49.     (W)     SCALED    
 FC0287* NAVD 88     -       312.881  (meters)    1026.51   (feet)  ADJUSTED  
 FC0287  ___________________________________________________________________
 FC0287  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0287  DYNAMIC HT  -         312.582 (meters)    1025.53  (feet)  COMP
 FC0287  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FC0287
 FC0287  VERT ORDER  -  SECOND    CLASS 0
 FC0287
 FC0287.The horizontal coordinates were scaled from a topographic map and have
 FC0287.an estimated accuracy of +/- 6 seconds.
 FC0287
 FC0287.The orthometric height was determined by differential leveling
 FC0287.and adjusted by the National Geodetic Survey in June 1991..
 FC0287
 FC0287.The geoid height was determined by GEOID03.
 FC0287
 FC0287.The dynamic height is computed by dividing the NAVD 88
 FC0287.geopotential number by the normal gravity value computed on the
 FC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0287.degrees latitude (g = 980.6199 gals.).
 FC0287
 FC0287.The modeled gravity was interpolated from observed gravity values.
 FC0287
 FC0287;                    North         East    Units  Estimated Accuracy
 FC0287;SPC TN       -   152,640.      743,560.      MT  (+/- 180 meters Scaled)
 FC0287
 FC0287                          SUPERSEDED SURVEY CONTROL
 FC0287
 FC0287  NGVD 29 (??/??/92)  312.966  (m)         1026.79   (f) ADJ UNCH    2 0
 FC0287
 FC0287.Superseded values are not recommended for survey control.
 FC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0287.See file dsdata.txt to determine how the superseded data were derived.
 FC0287
 FC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE340536(NAD 83)
 FC0287_MARKER: DB = BENCH MARK DISK
 FC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0287_STAMPING: K 238 1961
 FC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0287+STABILITY: SURFACE MOTION
 FC0287
 FC0287  HISTORY     - Date     Condition        Report By
 FC0287  HISTORY     - 1961     MONUMENTED       CGS
 FC0287
 FC0287                          STATION DESCRIPTION
 FC0287
 FC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0287'2 MI NW FROM PHILADELPHIA.
 FC0287'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0287'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0287'TO A Y JUNCTION, THEN TAKE THE RIGHT FORK AND GO 0.65 MILE
 FC0287'NORTH ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 150 FT. NORTHWEST
 FC0287'AND ACROSS THE ROAD FROM A BARN, 111 FT. SOUTHEAST OF THE
 FC0287'SOUTHEAST CORNER OF A HOUSE, 30 FT. WEST OF THE CENTER OF THE
 FC0287'PAVED ROAD, 1.9 FT. EAST OF A TELEPHONE POLE, AND 1.6 FT. EAST
 FC0287'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0287'PROJECTING 3 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FC0287'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2015 ***********************************************************************
 GA2015  DESIGNATION -  K 239
 GA2015  PID         -  GA2015
 GA2015  STATE/COUNTY-  TN/JEFFERSON
 GA2015  USGS QUAD   -  WHITE PINE (1961)
 GA2015
 GA2015                         *CURRENT SURVEY CONTROL
 GA2015  ___________________________________________________________________
 GA2015* NAD 83(1986)-  36 01 58.     (N)    083 19 15.     (W)     SCALED    
 GA2015* NAVD 88     -       319.849  (meters)    1049.37   (feet)  ADJUSTED  
 GA2015  ___________________________________________________________________
 GA2015  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2015  DYNAMIC HT  -         319.549 (meters)    1048.39  (feet)  COMP
 GA2015  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA2015
 GA2015  VERT ORDER  -  SECOND    CLASS 0
 GA2015
 GA2015.The horizontal coordinates were scaled from a topographic map and have
 GA2015.an estimated accuracy of +/- 6 seconds.
 GA2015
 GA2015.The orthometric height was determined by differential leveling
 GA2015.and adjusted by the National Geodetic Survey in June 1991..
 GA2015
 GA2015.The geoid height was determined by GEOID03.
 GA2015
 GA2015.The dynamic height is computed by dividing the NAVD 88
 GA2015.geopotential number by the normal gravity value computed on the
 GA2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2015.degrees latitude (g = 980.6199 gals.).
 GA2015
 GA2015.The modeled gravity was interpolated from observed gravity values.
 GA2015
 GA2015;                    North         East    Units  Estimated Accuracy
 GA2015;SPC TN       -   191,860.      841,420.      MT  (+/- 180 meters Scaled)
 GA2015
 GA2015                          SUPERSEDED SURVEY CONTROL
 GA2015
 GA2015  NGVD 29 (??/??/92)  320.012  (m)         1049.91   (f) ADJ UNCH    2 0
 GA2015
 GA2015.Superseded values are not recommended for survey control.
 GA2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2015.See file dsdata.txt to determine how the superseded data were derived.
 GA2015
 GA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV908900(NAD 83)
 GA2015_MARKER: DB = BENCH MARK DISK
 GA2015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2015_SP_SET: CULVERT
 GA2015_STAMPING: K 239 1961
 GA2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2015
 GA2015  HISTORY     - Date     Condition        Report By
 GA2015  HISTORY     - 1961     MONUMENTED       CGS
 GA2015
 GA2015                          STATION DESCRIPTION
 GA2015
 GA2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2015'10.6 MI NW FROM NEWPORT.
 GA2015'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 GA2015'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA2015'6.15 MILES NORTHWEST ON INTERSTATE 40.  THE BENCH MARK IS 0.8
 GA2015'MILE SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER THE FRENCH
 GA2015'RIVER.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP
 GA2015'OF A 4 BY 4 CONCRETE CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC
 GA2015'LANES AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1069 ***********************************************************************
 GA1069  DESIGNATION -  K 241
 GA1069  PID         -  GA1069
 GA1069  STATE/COUNTY-  TN/GREENE
 GA1069  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1069
 GA1069                         *CURRENT SURVEY CONTROL
 GA1069  ___________________________________________________________________
 GA1069* NAD 83(1986)-  36 20 49.     (N)    082 42 18.     (W)     SCALED    
 GA1069* NAVD 88     -       439.305  (meters)    1441.29   (feet)  ADJUSTED  
 GA1069  ___________________________________________________________________
 GA1069  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1069  DYNAMIC HT  -         438.890 (meters)    1439.92  (feet)  COMP
 GA1069  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 GA1069
 GA1069  VERT ORDER  -  SECOND    CLASS 0
 GA1069
 GA1069.The horizontal coordinates were scaled from a topographic map and have
 GA1069.an estimated accuracy of +/- 6 seconds.
 GA1069
 GA1069.The orthometric height was determined by differential leveling
 GA1069.and adjusted by the National Geodetic Survey in June 1991..
 GA1069
 GA1069.The geoid height was determined by GEOID03.
 GA1069
 GA1069.The dynamic height is computed by dividing the NAVD 88
 GA1069.geopotential number by the normal gravity value computed on the
 GA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1069.degrees latitude (g = 980.6199 gals.).
 GA1069
 GA1069.The modeled gravity was interpolated from observed gravity values.
 GA1069
 GA1069;                    North         East    Units  Estimated Accuracy
 GA1069;SPC TN       -   228,390.      895,720.      MT  (+/- 180 meters Scaled)
 GA1069
 GA1069                          SUPERSEDED SURVEY CONTROL
 GA1069
 GA1069  NGVD 29 (??/??/92)  439.441  (m)         1441.73   (f) ADJ UNCH    2 0
 GA1069
 GA1069.Superseded values are not recommended for survey control.
 GA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1069.See file dsdata.txt to determine how the superseded data were derived.
 GA1069
 GA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA470237(NAD 83)
 GA1069_MARKER: DB = BENCH MARK DISK
 GA1069_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1069_SP_SET: UNSPECIFIED ROCK
 GA1069_STAMPING: K 241 1961
 GA1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1069
 GA1069  HISTORY     - Date     Condition        Report By
 GA1069  HISTORY     - 1961     MONUMENTED       CGS
 GA1069
 GA1069                          STATION DESCRIPTION
 GA1069
 GA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1069'1.4 MI S FROM JEAROLDSTOWN.
 GA1069'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROAD IN THE SMALL
 GA1069'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1069'FALL BRANCH), GO 1.5 MILES SOUTH ON A GRAVELED ROAD TO A STEEL
 GA1069'BRIDGE OVER CLEAR CREEK.  THE BENCH MARK IS IN A TRIANGLE OF LAND
 GA1069'AT THE JUNCTION OF UNION TEMPLE AND JEAROLDSTOWN ROADS, BETWEEN
 GA1069'THE HOUSE OF REX SMITH AND F.M. GASS, 54 FT. NORTHEAST OF THE
 GA1069'NORTHEAST CORNER OF THE BRIDGE, 29 FT. NORTHWEST OF THE CENTER
 GA1069'OF PAVED ROAD, 25 FT. NORTHEAST OF A FENCE, AND 2.7 FT. NORTH OF
 GA1069'A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 GA1069'THE SOUTHERLY MOST ONE OF TWO RIBS OF ROCK RUNNING EAST AND WEST
 GA1069'AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2071 ***********************************************************************
 GA2071  DESIGNATION -  K 242
 GA2071  PID         -  GA2071
 GA2071  STATE/COUNTY-  TN/HAMBLEN
 GA2071  USGS QUAD   -  SPRINGVALE (1980)
 GA2071
 GA2071                         *CURRENT SURVEY CONTROL
 GA2071  ___________________________________________________________________
 GA2071* NAD 83(1986)-  36 09 36.     (N)    083 12 39.     (W)     SCALED    
 GA2071* NAVD 88     -       312.578  (meters)    1025.52   (feet)  ADJUSTED  
 GA2071  ___________________________________________________________________
 GA2071  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA2071  DYNAMIC HT  -         312.288 (meters)    1024.56  (feet)  COMP
 GA2071  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA2071
 GA2071  VERT ORDER  -  SECOND    CLASS 0
 GA2071
 GA2071.The horizontal coordinates were scaled from a topographic map and have
 GA2071.an estimated accuracy of +/- 6 seconds.
 GA2071
 GA2071.The orthometric height was determined by differential leveling
 GA2071.and adjusted by the National Geodetic Survey in June 1991..
 GA2071
 GA2071.The geoid height was determined by GEOID03.
 GA2071
 GA2071.The dynamic height is computed by dividing the NAVD 88
 GA2071.geopotential number by the normal gravity value computed on the
 GA2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2071.degrees latitude (g = 980.6199 gals.).
 GA2071
 GA2071.The modeled gravity was interpolated from observed gravity values.
 GA2071
 GA2071;                    North         East    Units  Estimated Accuracy
 GA2071;SPC TN       -   206,240.      850,930.      MT  (+/- 180 meters Scaled)
 GA2071
 GA2071                          SUPERSEDED SURVEY CONTROL
 GA2071
 GA2071  NGVD 29 (??/??/92)  312.708  (m)         1025.94   (f) ADJ UNCH    2 0
 GA2071
 GA2071.Superseded values are not recommended for survey control.
 GA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2071.See file dsdata.txt to determine how the superseded data were derived.
 GA2071
 GA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA011039(NAD 83)
 GA2071_MARKER: DB = BENCH MARK DISK
 GA2071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2071_SP_SET: BRIDGE
 GA2071_STAMPING: K 242 1961
 GA2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2071
 GA2071  HISTORY     - Date     Condition        Report By
 GA2071  HISTORY     - 1961     MONUMENTED       CGS
 GA2071  HISTORY     - 1980     GOOD             NGS
 GA2071
 GA2071                          STATION DESCRIPTION
 GA2071
 GA2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2071'0.6 MI W FROM LOWLAND.
 GA2071'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2071'MILES SOUTHEAST OF MORRISTOWN), GO 0.6 MILE WEST ON A PAVED
 GA2071'AND GRAVELED ROAD TO A CONCRETE BRIDGE OVER A SMALL CREEK.  THE
 GA2071'BENCH MARK IS 10 FT. SOUTH OF THE CENTER OF THE BRIDGE.  THE
 GA2071'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE
 GA2071'SOUTH CONCRETE HEADWALL OF THE BRIDGE AND IS ABOUT 1 FT. ABOVE
 GA2071'THE LEVEL OF THE ROAD.
 GA2071
 GA2071                          STATION RECOVERY (1980)
 GA2071
 GA2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0605 ***********************************************************************
 FC0605  DESIGNATION -  K 243
 FC0605  PID         -  FC0605
 FC0605  STATE/COUNTY-  TN/BRADLEY
 FC0605  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0605
 FC0605                         *CURRENT SURVEY CONTROL
 FC0605  ___________________________________________________________________
 FC0605* NAD 83(1986)-  35 12 54.     (N)    084 51 18.     (W)     SCALED    
 FC0605* NAVD 88     -       241.973  (meters)     793.87   (feet)  ADJUSTED  
 FC0605  ___________________________________________________________________
 FC0605  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0605  DYNAMIC HT  -         241.735 (meters)     793.09  (feet)  COMP
 FC0605  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 FC0605
 FC0605  VERT ORDER  -  SECOND    CLASS 0
 FC0605
 FC0605.The horizontal coordinates were scaled from a topographic map and have
 FC0605.an estimated accuracy of +/- 6 seconds.
 FC0605
 FC0605.The orthometric height was determined by differential leveling
 FC0605.and adjusted by the National Geodetic Survey in June 1991..
 FC0605
 FC0605.The geoid height was determined by GEOID03.
 FC0605
 FC0605.The dynamic height is computed by dividing the NAVD 88
 FC0605.geopotential number by the normal gravity value computed on the
 FC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0605.degrees latitude (g = 980.6199 gals.).
 FC0605
 FC0605.The modeled gravity was interpolated from observed gravity values.
 FC0605
 FC0605;                    North         East    Units  Estimated Accuracy
 FC0605;SPC TN       -    98,430.      704,250.      MT  (+/- 180 meters Scaled)
 FC0605
 FC0605                          SUPERSEDED SURVEY CONTROL
 FC0605
 FC0605  NGVD 29 (??/??/92)  242.005  (m)          793.98   (f) ADJ UNCH    2 0
 FC0605
 FC0605.Superseded values are not recommended for survey control.
 FC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0605.See file dsdata.txt to determine how the superseded data were derived.
 FC0605
 FC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD952989(NAD 83)
 FC0605_MARKER: DB = BENCH MARK DISK
 FC0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0605_STAMPING: K 243 1961
 FC0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0605+STABILITY: SURFACE MOTION
 FC0605
 FC0605  HISTORY     - Date     Condition        Report By
 FC0605  HISTORY     - 1961     MONUMENTED       CGS
 FC0605  HISTORY     - 1967     GOOD             NGS
 FC0605  HISTORY     - 1983     GOOD             USPSQD
 FC0605
 FC0605                          STATION DESCRIPTION
 FC0605
 FC0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0605'5 MI N FROM CLEVELAND.
 FC0605'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY 60
 FC0605'(GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0605'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0605'LEFT, JUST AFTER CROSSING A BRIDGE AND JUST BEFORE REACHING
 FC0605'THE JUNCTION OF U.S. HIGHWAYS 11 AND 11 BYPASS, TURN LEFT AND GO
 FC0605'NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A SHARP RIGHT TURN
 FC0605'AND THE VALLEY HEAD SCHOOL ON THE RIGHT, FOLLOW OILED ROAD
 FC0605'RIGHT, NORTHEAST, FOR 0.5 MILES TO THE MARK ON THE RIGHT, 55.8
 FC0605'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE CLAPBOARD
 FC0605'HOUSE, 23 FEET EAST OF THE CENTER OF THE ROAD, AND 1.4 FEET SOUTH
 FC0605'OF A WITNESS SIGN AND FENCE CORNER.  A DISK SET IN THE TOP OF A
 FC0605'CONCRETE POST PROJECTING 6 INCHES AND 2 FEET ABOVE THE LEVEL OF
 FC0605'THE ROAD.
 FC0605
 FC0605                          STATION RECOVERY (1967)
 FC0605
 FC0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0605'RECOVERED IN GOOD CONDITION.
 FC0605
 FC0605                          STATION RECOVERY (1983)
 FC0605
 FC0605'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0581 ***********************************************************************
 FC0581  DESIGNATION -  K 244
 FC0581  PID         -  FC0581
 FC0581  STATE/COUNTY-  TN/MCMINN
 FC0581  USGS QUAD   -  CHARLESTON (1980)
 FC0581
 FC0581                         *CURRENT SURVEY CONTROL
 FC0581  ___________________________________________________________________
 FC0581* NAD 83(1986)-  35 18 17.     (N)    084 45 44.     (W)     SCALED    
 FC0581* NAVD 88     -       228.694  (meters)     750.31   (feet)  ADJUSTED  
 FC0581  ___________________________________________________________________
 FC0581  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC0581  DYNAMIC HT  -         228.470 (meters)     749.57  (feet)  COMP
 FC0581  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FC0581
 FC0581  VERT ORDER  -  SECOND    CLASS 0
 FC0581
 FC0581.The horizontal coordinates were scaled from a topographic map and have
 FC0581.an estimated accuracy of +/- 6 seconds.
 FC0581
 FC0581.The orthometric height was determined by differential leveling
 FC0581.and adjusted by the National Geodetic Survey in June 1991..
 FC0581
 FC0581.The geoid height was determined by GEOID03.
 FC0581
 FC0581.The dynamic height is computed by dividing the NAVD 88
 FC0581.geopotential number by the normal gravity value computed on the
 FC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0581.degrees latitude (g = 980.6199 gals.).
 FC0581
 FC0581.The modeled gravity was interpolated from observed gravity values.
 FC0581
 FC0581;                    North         East    Units  Estimated Accuracy
 FC0581;SPC TN       -   108,490.      712,570.      MT  (+/- 180 meters Scaled)
 FC0581
 FC0581                          SUPERSEDED SURVEY CONTROL
 FC0581
 FC0581  NGVD 29 (??/??/92)  228.755  (m)          750.51   (f) ADJ UNCH    2 0
 FC0581
 FC0581.Superseded values are not recommended for survey control.
 FC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0581.See file dsdata.txt to determine how the superseded data were derived.
 FC0581
 FC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE034091(NAD 83)
 FC0581_MARKER: DB = BENCH MARK DISK
 FC0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0581_STAMPING: K 244 1961
 FC0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0581+STABILITY: SURFACE MOTION
 FC0581
 FC0581  HISTORY     - Date     Condition        Report By
 FC0581  HISTORY     - 1961     MONUMENTED       CGS
 FC0581
 FC0581                          STATION DESCRIPTION
 FC0581
 FC0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0581'1.6 MI N FROM CALHOUN.
 FC0581'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0581'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST ON
 FC0581'U.S. HIGHWAY 11 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 FC0581'GO 0.6 MILE TO A POINT JUST BEFORE THE ROAD PASSES THROUGH A
 FC0581'40 FOOT CUT AND THE MARK ON THE RIGHT.  25.7 FEET NORTH OF
 FC0581'CENTER OF OIL ROAD, 7 FEET SOUTH OF A 4 INCH WHITE PINE TREE,
 FC0581'2.2 FEET EAST OF WITNESS SIGN.  THE DISK IS SET IN THE TOP OF
 FC0581'A CONCRETE POST THAT PROJECTS 5 INCHES AND ABOUT 2 1/2 FEET ABOVE
 FC0581'THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1256 ***********************************************************************
 FC1256  DESIGNATION -  K 245
 FC1256  PID         -  FC1256
 FC1256  STATE/COUNTY-  TN/HAMILTON
 FC1256  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1256
 FC1256                         *CURRENT SURVEY CONTROL
 FC1256  ___________________________________________________________________
 FC1256* NAD 83(1986)-  35 00 27.     (N)    085 12 07.     (W)     SCALED    
 FC1256* NAVD 88     -       206.579  (meters)     677.75   (feet)  ADJUSTED  
 FC1256  ___________________________________________________________________
 FC1256  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1256  DYNAMIC HT  -         206.373 (meters)     677.08  (feet)  COMP
 FC1256  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 FC1256
 FC1256  VERT ORDER  -  FIRST     CLASS II
 FC1256
 FC1256.The horizontal coordinates were scaled from a topographic map and have
 FC1256.an estimated accuracy of +/- 6 seconds.
 FC1256
 FC1256.The orthometric height was determined by differential leveling
 FC1256.and adjusted by the National Geodetic Survey in June 1991..
 FC1256
 FC1256.The geoid height was determined by GEOID03.
 FC1256
 FC1256.The dynamic height is computed by dividing the NAVD 88
 FC1256.geopotential number by the normal gravity value computed on the
 FC1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1256.degrees latitude (g = 980.6199 gals.).
 FC1256
 FC1256.The modeled gravity was interpolated from observed gravity values.
 FC1256
 FC1256;                    North         East    Units  Estimated Accuracy
 FC1256;SPC TN       -    75,100.      672,850.      MT  (+/- 180 meters Scaled)
 FC1256
 FC1256                          SUPERSEDED SURVEY CONTROL
 FC1256
 FC1256  NGVD 29 (??/??/92)  206.588  (m)          677.78   (f) ADJ UNCH    1 2
 FC1256
 FC1256.Superseded values are not recommended for survey control.
 FC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1256.See file dsdata.txt to determine how the superseded data were derived.
 FC1256
 FC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD640753(NAD 83)
 FC1256_MARKER: DB = BENCH MARK DISK
 FC1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1256_SP_SET: BRIDGE
 FC1256_STAMPING: K 245 1961
 FC1256_MARK LOGO: CGS   
 FC1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1256
 FC1256  HISTORY     - Date     Condition        Report By
 FC1256  HISTORY     - 1961     MONUMENTED       CGS
 FC1256  HISTORY     - 1962     GOOD             NGS
 FC1256  HISTORY     - 1972     GOOD             TVA
 FC1256  HISTORY     - 1983     GOOD             NGS
 FC1256  HISTORY     - 1989     GOOD             USPSQD
 FC1256  HISTORY     - 19960605 GOOD             USPSQD
 FC1256
 FC1256                          STATION DESCRIPTION
 FC1256
 FC1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1256'3.3 MI E FROM CHATTANOOGA.
 FC1256'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE HIGHWAY
 FC1256'AND SPRING CREEK ROAD, GO EAST ON THE INTERSTATE HIGHWAY 1.2
 FC1256'MILES AND THE MARK IS SET IN THE SOUTHWEST HEADWALL OF A BRIDGE
 FC1256'OVER CHICKAMAUGA CREEK, 27 FEET SOUTH OF CENTERLINE OF EAST
 FC1256'BOUND LANE, 8 FEET SOUTH OF BRIDGE FLOOR, 0.5 FEET NORTH OF
 FC1256'SOUTH END OF HEADWALL, 0.4 FEET WEST OF EAST EDGE.  A STANDARD
 FC1256'DISK DRILLED IN A CONCRETE BRIDGE ABOUT 3 FEET BELOW THE LEVEL
 FC1256'OF THE ROAD.
 FC1256
 FC1256                          STATION RECOVERY (1972)
 FC1256
 FC1256'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1256'RECOVERED IN GOOD CONDITION.
 FC1256
 FC1256                          STATION RECOVERY (1983)
 FC1256
 FC1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1256'RECOVERED IN GOOD CONDITION.
 FC1256
 FC1256                          STATION RECOVERY (1989)
 FC1256
 FC1256'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1256'RECOVERED IN GOOD CONDITION.
 FC1256
 FC1256                          STATION RECOVERY (1996)
 FC1256
 FC1256'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1319 ***********************************************************************
 FC1319  DESIGNATION -  K 246
 FC1319  PID         -  FC1319
 FC1319  STATE/COUNTY-  TN/MARION
 FC1319  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1319
 FC1319                         *CURRENT SURVEY CONTROL
 FC1319  ___________________________________________________________________
 FC1319* NAD 83(1986)-  35 06 45.     (N)    085 44 49.     (W)     SCALED    
 FC1319* NAVD 88     -       194.255  (meters)     637.32   (feet)  ADJUSTED  
 FC1319  ___________________________________________________________________
 FC1319  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1319  DYNAMIC HT  -         194.066 (meters)     636.70  (feet)  COMP
 FC1319  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 FC1319
 FC1319  VERT ORDER  -  SECOND    CLASS 0
 FC1319
 FC1319.The horizontal coordinates were scaled from a topographic map and have
 FC1319.an estimated accuracy of +/- 6 seconds.
 FC1319
 FC1319.The orthometric height was determined by differential leveling
 FC1319.and adjusted by the National Geodetic Survey in June 1991..
 FC1319
 FC1319.The geoid height was determined by GEOID03.
 FC1319
 FC1319.The dynamic height is computed by dividing the NAVD 88
 FC1319.geopotential number by the normal gravity value computed on the
 FC1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1319.degrees latitude (g = 980.6199 gals.).
 FC1319
 FC1319.The modeled gravity was interpolated from observed gravity values.
 FC1319
 FC1319;                    North         East    Units  Estimated Accuracy
 FC1319;SPC TN       -    86,480.      623,070.      MT  (+/- 180 meters Scaled)
 FC1319
 FC1319                          SUPERSEDED SURVEY CONTROL
 FC1319
 FC1319  NGVD 29 (??/??/92)  194.256  (m)          637.32   (f) ADJ UNCH    2 0
 FC1319
 FC1319.Superseded values are not recommended for survey control.
 FC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1319.See file dsdata.txt to determine how the superseded data were derived.
 FC1319
 FC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD141862(NAD 83)
 FC1319_MARKER: DB = BENCH MARK DISK
 FC1319_SETTING: 66 = SET IN ROCK OUTCROP
 FC1319_SP_SET: SET IN ROCK OUTCROP
 FC1319_STAMPING: K 246 1962
 FC1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1319+STABILITY: POSITION/ELEVATION WELL
 FC1319
 FC1319  HISTORY     - Date     Condition        Report By
 FC1319  HISTORY     - 1962     MONUMENTED       CGS
 FC1319
 FC1319                          STATION DESCRIPTION
 FC1319
 FC1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1319'6.8 MI NW FROM DIXIE LEE.
 FC1319'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1319'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1319'41-64 FOR 6.8 MILES TO THE MARK SET IN A ROCK LEDGE AT THE
 FC1319'WEST END OF A CUT, 0.3 MILES EAST OF THE BRIDGE OVER BATTLE
 FC1319'CREEK, 117 FEET NORTHWEST OF BIBLE SPRINGS, 75 FEET EAST OF THE
 FC1319'WEST END OF THE CUT AND THE CENTER OF A DRIVEWAY LEADING TO
 FC1319'THE HOME OF WILLIE GUDGER, 53.0 FEET NORTH AND ACROSS THE HIGHWAY
 FC1319'FROM POWER LINE POLE NUMBER 4830, 21 FEET NORTH OF THE CENTER
 FC1319'OF U.S. HIGHWAYS 41-64, 2.3 FEET NORTH OF A WITNESS POST, AND
 FC1319'1.6 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE.  A STANDARD DISK
 FC1319'DRILLED IN AN OUTCROP OF BEDROCK AND ABOUT 2 FEET ABOVE THE
 FC1319'LEVEL OF THE HIGHWAY.  NOTE-- BENCH MARK K 38 IS 0.3 MILE WEST
 FC1319'OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2223 ***********************************************************************
 GA2223  DESIGNATION -  K 248
 GA2223  PID         -  GA2223
 GA2223  STATE/COUNTY-  TN/KNOX
 GA2223  USGS QUAD   -  JOHN SEVIER (1992)
 GA2223
 GA2223                         *CURRENT SURVEY CONTROL
 GA2223  ___________________________________________________________________
 GA2223* NAD 83(1986)-  36 03 46.     (N)    083 46 07.     (W)     SCALED    
 GA2223* NAVD 88     -       274.655  (meters)     901.10   (feet)  ADJUSTED  
 GA2223  ___________________________________________________________________
 GA2223  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2223  DYNAMIC HT  -         274.403 (meters)     900.27  (feet)  COMP
 GA2223  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 GA2223
 GA2223  VERT ORDER  -  FIRST     CLASS I
 GA2223
 GA2223.The horizontal coordinates were scaled from a topographic map and have
 GA2223.an estimated accuracy of +/- 6 seconds.
 GA2223
 GA2223.The orthometric height was determined by differential leveling
 GA2223.and adjusted by the National Geodetic Survey in June 1991..
 GA2223
 GA2223.The geoid height was determined by GEOID03.
 GA2223
 GA2223.The dynamic height is computed by dividing the NAVD 88
 GA2223.geopotential number by the normal gravity value computed on the
 GA2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2223.degrees latitude (g = 980.6199 gals.).
 GA2223
 GA2223.The modeled gravity was interpolated from observed gravity values.
 GA2223
 GA2223;                    North         East    Units  Estimated Accuracy
 GA2223;SPC TN       -   194,170.      801,000.      MT  (+/- 180 meters Scaled)
 GA2223
 GA2223                          SUPERSEDED SURVEY CONTROL
 GA2223
 GA2223  NGVD 29 (??/??/92)  274.785  (m)          901.52   (f) ADJ UNCH    1 1
 GA2223
 GA2223.Superseded values are not recommended for survey control.
 GA2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2223.See file dsdata.txt to determine how the superseded data were derived.
 GA2223
 GA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV506944(NAD 83)
 GA2223_MARKER: DB = BENCH MARK DISK
 GA2223_SETTING: 66 = SET IN ROCK OUTCROP
 GA2223_SP_SET: ROCK OUTCROP
 GA2223_STAMPING: K 248 1967
 GA2223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2223+STABILITY: POSITION/ELEVATION WELL
 GA2223
 GA2223  HISTORY     - Date     Condition        Report By
 GA2223  HISTORY     - 1967     MONUMENTED       CGS
 GA2223
 GA2223                          STATION DESCRIPTION
 GA2223
 GA2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2223'1.9 MI W FROM MASCOT.
 GA2223'ABOUT 1.9 MILES WEST ALONG A BLACK TOP ROAD FROM THE METHODIST
 GA2223'CHURCH AT MASCOT, ABOUT 0.45 MILE EAST OF THE JUNCTION OF U.S.
 GA2223'HIGHWAY 11W, ON THE EAST SLOPE OF A LONG CROOKED HILL, SET ON THE
 GA2223'TOP OF AN OUTCROPPING ROCK WHICH IS 15 FEET LONG-4 FEET HIGH
 GA2223'AND IS PART OF A 5-FOOT HIGH CUT, 25 FEET NORTH OF THE CENTER LINE
 GA2223'OF THE ROAD, 6 1/2 FEET EAST OF THE WEST END OF THE ROCK AND 3
 GA2223'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0473 ***********************************************************************
 GB0473  DESIGNATION -  K 249
 GB0473  PID         -  GB0473
 GB0473  STATE/COUNTY-  TN/KNOX
 GB0473  USGS QUAD   -  POWELL (1976)
 GB0473
 GB0473                         *CURRENT SURVEY CONTROL
 GB0473  ___________________________________________________________________
 GB0473* NAD 83(1986)-  36 04 38.     (N)    084 03 08.     (W)     SCALED    
 GB0473* NAVD 88     -       269.882  (meters)     885.44   (feet)  ADJUSTED  
 GB0473  ___________________________________________________________________
 GB0473  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB0473  DYNAMIC HT  -         269.632 (meters)     884.62  (feet)  COMP
 GB0473  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GB0473
 GB0473  VERT ORDER  -  FIRST     CLASS I
 GB0473
 GB0473.The horizontal coordinates were scaled from a topographic map and have
 GB0473.an estimated accuracy of +/- 6 seconds.
 GB0473
 GB0473.The orthometric height was determined by differential leveling
 GB0473.and adjusted by the National Geodetic Survey in June 1991..
 GB0473
 GB0473.The geoid height was determined by GEOID03.
 GB0473
 GB0473.The dynamic height is computed by dividing the NAVD 88
 GB0473.geopotential number by the normal gravity value computed on the
 GB0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0473.degrees latitude (g = 980.6199 gals.).
 GB0473
 GB0473.The modeled gravity was interpolated from observed gravity values.
 GB0473
 GB0473;                    North         East    Units  Estimated Accuracy
 GB0473;SPC TN       -   195,230.      775,430.      MT  (+/- 180 meters Scaled)
 GB0473
 GB0473                          SUPERSEDED SURVEY CONTROL
 GB0473
 GB0473  NGVD 29 (??/??/92)  270.008  (m)          885.85   (f) ADJ UNCH    1 1
 GB0473
 GB0473.Superseded values are not recommended for survey control.
 GB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0473.See file dsdata.txt to determine how the superseded data were derived.
 GB0473
 GB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE654965(NAD 83)
 GB0473_MARKER: DB = BENCH MARK DISK
 GB0473_SETTING: 66 = SET IN ROCK OUTCROP
 GB0473_SP_SET: ROCK LEDGE
 GB0473_STAMPING: K 249 1967
 GB0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0473+STABILITY: POSITION/ELEVATION WELL
 GB0473
 GB0473  HISTORY     - Date     Condition        Report By
 GB0473  HISTORY     - 1967     MONUMENTED       CGS
 GB0473  HISTORY     - 1973     GOOD             LOCSUR
 GB0473
 GB0473                          STATION DESCRIPTION
 GB0473
 GB0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0473'4.9 MI NW FROM POWELL.
 GB0473'ABOUT 4.9 MILES NORTHWEST ALONG SOUTHERN RAILWAY FROM THE STATION
 GB0473'AT POWELL, ABOUT 525 FEET NORTHWEST OF MILEPOST 13, AT THE INSIDE
 GB0473'OF A LONG CURVE, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK
 GB0473'LEDGE WHICH IS ABOUT 20 FEET LONG AND 4 FEET HIGH, 24 FEET SOUTHWEST
 GB0473'OF THE SOUTHWEST RAIL, 1 1/2 FEET ABOVE THE GROUND AND ABOUT LEVEL
 GB0473'WITH THE TRACK.
 GB0473
 GB0473                          STATION RECOVERY (1973)
 GB0473
 GB0473'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1245 ***********************************************************************
 GC1245  DESIGNATION -  K 25
 GC1245  PID         -  GC1245
 GC1245  STATE/COUNTY-  TN/MONTGOMERY
 GC1245  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1245
 GC1245                         *CURRENT SURVEY CONTROL
 GC1245  ___________________________________________________________________
 GC1245* NAD 83(1986)-  36 31 47.     (N)    087 23 47.     (W)     SCALED    
 GC1245* NAVD 88     -       118.780  (meters)     389.70   (feet)  ADJUSTED  
 GC1245  ___________________________________________________________________
 GC1245  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1245  DYNAMIC HT  -         118.680 (meters)     389.37  (feet)  COMP
 GC1245  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GC1245
 GC1245  VERT ORDER  -  SECOND    CLASS 0
 GC1245
 GC1245.The horizontal coordinates were scaled from a topographic map and have
 GC1245.an estimated accuracy of +/- 6 seconds.
 GC1245
 GC1245.The orthometric height was determined by differential leveling
 GC1245.and adjusted by the National Geodetic Survey in June 1991..
 GC1245
 GC1245.The geoid height was determined by GEOID03.
 GC1245
 GC1245.The dynamic height is computed by dividing the NAVD 88
 GC1245.geopotential number by the normal gravity value computed on the
 GC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1245.degrees latitude (g = 980.6199 gals.).
 GC1245
 GC1245.The modeled gravity was interpolated from observed gravity values.
 GC1245
 GC1245;                    North         East    Units  Estimated Accuracy
 GC1245;SPC TN       -   244,590.      474,950.      MT  (+/- 180 meters Scaled)
 GC1245
 GC1245                          SUPERSEDED SURVEY CONTROL
 GC1245
 GC1245  NGVD 29 (??/??/92)  118.853  (m)          389.94   (f) ADJ UNCH    2 0
 GC1245
 GC1245.Superseded values are not recommended for survey control.
 GC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1245.See file dsdata.txt to determine how the superseded data were derived.
 GC1245
 GC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF645427(NAD 83)
 GC1245_MARKER: DB = BENCH MARK DISK
 GC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1245_STAMPING: K 25 1934
 GC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1245+STABILITY: SURFACE MOTION
 GC1245
 GC1245  HISTORY     - Date     Condition        Report By
 GC1245  HISTORY     - 1934     MONUMENTED       CGS
 GC1245  HISTORY     - 1957     GOOD             DOD
 GC1245
 GC1245                          STATION DESCRIPTION
 GC1245
 GC1245'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1245'3.2 MI W FROM CLARKSVILLE.
 GC1245'ABOUT 3-1/4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE
 GC1245'RAILROAD FROM THE STATION AT CLARKSVILLE, MONTGOMERY COUNTY,
 GC1245'0.5 MILE SOUTHWEST OF MILEPOST 180, AT A FARM-ROAD CROSSING,
 GC1245'8 YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 9 YARDS
 GC1245'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 5 YARDS NORTHWEST OF A
 GC1245'FENCE, AND 2 YARDS SOUTHWEST OF A GATE.  A STANDARD DISK,
 GC1245'STAMPED K 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0895 ***********************************************************************
 GB0895  DESIGNATION -  K 250
 GB0895  PID         -  GB0895
 GB0895  STATE/COUNTY-  TN/MORGAN
 GB0895  USGS QUAD   -  RUGBY (1984)
 GB0895
 GB0895                         *CURRENT SURVEY CONTROL
 GB0895  ___________________________________________________________________
 GB0895* NAD 83(1986)-  36 15 16.     (N)    084 39 10.     (W)     SCALED    
 GB0895* NAVD 88     -       423.894  (meters)    1390.73   (feet)  ADJUSTED  
 GB0895  ___________________________________________________________________
 GB0895  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0895  DYNAMIC HT  -         423.522 (meters)    1389.51  (feet)  COMP
 GB0895  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 GB0895
 GB0895  VERT ORDER  -  FIRST     CLASS I
 GB0895
 GB0895.The horizontal coordinates were scaled from a topographic map and have
 GB0895.an estimated accuracy of +/- 6 seconds.
 GB0895
 GB0895.The orthometric height was determined by differential leveling
 GB0895.and adjusted by the National Geodetic Survey in June 1991..
 GB0895
 GB0895.The geoid height was determined by GEOID03.
 GB0895
 GB0895.The dynamic height is computed by dividing the NAVD 88
 GB0895.geopotential number by the normal gravity value computed on the
 GB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0895.degrees latitude (g = 980.6199 gals.).
 GB0895
 GB0895.The modeled gravity was interpolated from observed gravity values.
 GB0895
 GB0895;                    North         East    Units  Estimated Accuracy
 GB0895;SPC TN       -   213,980.      721,070.      MT  (+/- 180 meters Scaled)
 GB0895
 GB0895                          SUPERSEDED SURVEY CONTROL
 GB0895
 GB0895  NGVD 29 (??/??/92)  424.003  (m)         1391.08   (f) ADJ UNCH    1 1
 GB0895
 GB0895.Superseded values are not recommended for survey control.
 GB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0895.See file dsdata.txt to determine how the superseded data were derived.
 GB0895
 GB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF108147(NAD 83)
 GB0895_MARKER: DB = BENCH MARK DISK
 GB0895_SETTING: 66 = SET IN ROCK OUTCROP
 GB0895_SP_SET: ROCK LEDGE
 GB0895_STAMPING: K 250 1968
 GB0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0895+STABILITY: POSITION/ELEVATION WELL
 GB0895
 GB0895  HISTORY     - Date     Condition        Report By
 GB0895  HISTORY     - 1968     MONUMENTED       CGS
 GB0895
 GB0895                          STATION DESCRIPTION
 GB0895
 GB0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0895'1.6 MI NE FROM SUNBRIGHT.
 GB0895'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0895'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0895'SOUTHERN RAILWAY, THENCE 1.3 MILES NORTHEAST ALONG THE MAIN
 GB0895'TRACK, 0.3 MILE NORTHEAST OF MILEPOST 231, NEAR THE SOUTHWEST END
 GB0895'OF A CUT FOR THE RAILROAD, 16 1/2 FEET NORTHWEST OF THE NORTHWEST
 GB0895'RAIL, SET IN THE TOP OF A LEDGE ON THE NORTHWEST ROCK WALL OF THE
 GB0895'CUT, 1.6 FEET WEST OF A 10-INCH TRIANGLE WHICH IS INSCRIBED IN
 GB0895'THE SOUTHEAST FACE OF THE NORTHWEST WALL, 168 FEET NORTHEAST OF
 GB0895'A WHISTLE SIGN POST, 131 FEET NORTHEAST AND ACROSS THE TRACK FROM
 GB0895'A MARKER POST FOR AN UNDERGROUND TELEPHONE CABLE, 110 FEET
 GB0895'NORTHEAST OF THE NORTHEAST END OF A CONCRETE HEADWALL OF A
 GB0895'CULVERT UNDER THE TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 GB0895'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0453 ***********************************************************************
 FC0453  DESIGNATION -  K 256
 FC0453  PID         -  FC0453
 FC0453  STATE/COUNTY-  TN/BRADLEY
 FC0453  USGS QUAD   -  MC DONALD (1976)
 FC0453
 FC0453                         *CURRENT SURVEY CONTROL
 FC0453  ___________________________________________________________________
 FC0453* NAD 83(1986)-  35 06 51.     (N)    084 53 42.     (W)     SCALED    
 FC0453* NAVD 88     -       279.838  (meters)     918.10   (feet)  ADJUSTED  
 FC0453  ___________________________________________________________________
 FC0453  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC0453  DYNAMIC HT  -         279.560 (meters)     917.19  (feet)  COMP
 FC0453  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC0453
 FC0453  VERT ORDER  -  FIRST     CLASS I
 FC0453
 FC0453.The horizontal coordinates were scaled from a topographic map and have
 FC0453.an estimated accuracy of +/- 6 seconds.
 FC0453
 FC0453.The orthometric height was determined by differential leveling
 FC0453.and adjusted by the National Geodetic Survey in June 1991..
 FC0453
 FC0453.The geoid height was determined by GEOID03.
 FC0453
 FC0453.The dynamic height is computed by dividing the NAVD 88
 FC0453.geopotential number by the normal gravity value computed on the
 FC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0453.degrees latitude (g = 980.6199 gals.).
 FC0453
 FC0453.The modeled gravity was interpolated from observed gravity values.
 FC0453
 FC0453;                    North         East    Units  Estimated Accuracy
 FC0453;SPC TN       -    87,200.      700,730.      MT  (+/- 180 meters Scaled)
 FC0453
 FC0453                          SUPERSEDED SURVEY CONTROL
 FC0453
 FC0453  NGVD 29 (??/??/92)  279.839  (m)          918.11   (f) ADJ UNCH    1 1
 FC0453
 FC0453.Superseded values are not recommended for survey control.
 FC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0453.See file dsdata.txt to determine how the superseded data were derived.
 FC0453
 FC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD918877(NAD 83)
 FC0453_MARKER: DB = BENCH MARK DISK
 FC0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0453_STAMPING: K 256 1968
 FC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0453+STABILITY: SURFACE MOTION
 FC0453
 FC0453  HISTORY     - Date     Condition        Report By
 FC0453  HISTORY     - 1968     MONUMENTED       CGS
 FC0453
 FC0453                          STATION DESCRIPTION
 FC0453
 FC0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0453'3 MI SW FROM CLEVELAND.
 FC0453'ABOUT 3.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0453'STATION AT CLEVELAND, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 3,
 FC0453'37 1/2 FEET WEST OF THE CENTER OF A BLACKTOP ROAD CROSSING,
 FC0453'24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25.5 FEET
 FC0453'NORTHWEST OF THE NORTHWEST RAIL, 15.7 FEET WEST OF THE SOUTHWEST
 FC0453'END OF A 30-INCH PIPE CULVERT UNDER THE ROAD, 1.4 FEET NORTHEAST
 FC0453'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 FC0453'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 FC0453'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0424 ***********************************************************************
 FC0424  DESIGNATION -  K 257
 FC0424  PID         -  FC0424
 FC0424  STATE/COUNTY-  TN/MCMINN
 FC0424  USGS QUAD   -  RICEVILLE (1990)
 FC0424
 FC0424                         *CURRENT SURVEY CONTROL
 FC0424  ___________________________________________________________________
 FC0424* NAD 83(1986)-  35 22 56.     (N)    084 41 41.     (W)     SCALED    
 FC0424* NAVD 88     -       253.159  (meters)     830.57   (feet)  ADJUSTED  
 FC0424  ___________________________________________________________________
 FC0424  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0424  DYNAMIC HT  -         252.912 (meters)     829.76  (feet)  COMP
 FC0424  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0424
 FC0424  VERT ORDER  -  FIRST     CLASS I
 FC0424
 FC0424.The horizontal coordinates were scaled from a topographic map and have
 FC0424.an estimated accuracy of +/- 6 seconds.
 FC0424
 FC0424.The orthometric height was determined by differential leveling
 FC0424.and adjusted by the National Geodetic Survey in June 1991..
 FC0424
 FC0424.The geoid height was determined by GEOID03.
 FC0424
 FC0424.The dynamic height is computed by dividing the NAVD 88
 FC0424.geopotential number by the normal gravity value computed on the
 FC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0424.degrees latitude (g = 980.6199 gals.).
 FC0424
 FC0424.The modeled gravity was interpolated from observed gravity values.
 FC0424
 FC0424;                    North         East    Units  Estimated Accuracy
 FC0424;SPC TN       -   117,170.      718,590.      MT  (+/- 180 meters Scaled)
 FC0424
 FC0424                          SUPERSEDED SURVEY CONTROL
 FC0424
 FC0424  NGVD 29 (??/??/92)  253.203  (m)          830.72   (f) ADJ UNCH    1 1
 FC0424
 FC0424.Superseded values are not recommended for survey control.
 FC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0424.See file dsdata.txt to determine how the superseded data were derived.
 FC0424
 FC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE093178(NAD 83)
 FC0424_MARKER: DB = BENCH MARK DISK
 FC0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0424_SP_SET: BUILDING
 FC0424_STAMPING: K 257 1968
 FC0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0424
 FC0424  HISTORY     - Date     Condition        Report By
 FC0424  HISTORY     - 1968     MONUMENTED       CGS
 FC0424
 FC0424                          STATION DESCRIPTION
 FC0424
 FC0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0424'AT RICEVILLE.
 FC0424'AT RICEVILLE, SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST
 FC0424'CORNER OF THE POST OFFICE (A ONE STORY RED BRICK BUILDING),
 FC0424'84 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 11, 2.1
 FC0424'FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, 1.8 FEET
 FC0424'ABOVE THE LEVEL OF THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL
 FC0424'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0860 ***********************************************************************
 FC0860  DESIGNATION -  K 258
 FC0860  PID         -  FC0860
 FC0860  STATE/COUNTY-  TN/MCMINN
 FC0860  USGS QUAD   -  NIOTA (1990)
 FC0860
 FC0860                         *CURRENT SURVEY CONTROL
 FC0860  ___________________________________________________________________
 FC0860* NAD 83(1986)-  35 30 34.     (N)    084 33 15.     (W)     SCALED    
 FC0860* NAVD 88     -       295.327  (meters)     968.92   (feet)  ADJUSTED  
 FC0860  ___________________________________________________________________
 FC0860  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0860  DYNAMIC HT  -         295.038 (meters)     967.97  (feet)  COMP
 FC0860  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0860
 FC0860  VERT ORDER  -  FIRST     CLASS I
 FC0860
 FC0860.The horizontal coordinates were scaled from a topographic map and have
 FC0860.an estimated accuracy of +/- 6 seconds.
 FC0860
 FC0860.The orthometric height was determined by differential leveling
 FC0860.and adjusted by the National Geodetic Survey in June 1991..
 FC0860
 FC0860.The geoid height was determined by GEOID03.
 FC0860
 FC0860.The dynamic height is computed by dividing the NAVD 88
 FC0860.geopotential number by the normal gravity value computed on the
 FC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0860.degrees latitude (g = 980.6199 gals.).
 FC0860
 FC0860.The modeled gravity was interpolated from observed gravity values.
 FC0860
 FC0860;                    North         East    Units  Estimated Accuracy
 FC0860;SPC TN       -   131,460.      731,160.      MT  (+/- 180 meters Scaled)
 FC0860
 FC0860                          SUPERSEDED SURVEY CONTROL
 FC0860
 FC0860  NGVD 29 (??/??/92)  295.386  (m)          969.11   (f) ADJ UNCH    1 1
 FC0860
 FC0860.Superseded values are not recommended for survey control.
 FC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0860.See file dsdata.txt to determine how the superseded data were derived.
 FC0860
 FC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE218322(NAD 83)
 FC0860_MARKER: DD = SURVEY DISK
 FC0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0860_SP_SET: RETAINING WALL
 FC0860_STAMPING: K 258 1968
 FC0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0860
 FC0860  HISTORY     - Date     Condition        Report By
 FC0860  HISTORY     - 1968     MONUMENTED       CGS
 FC0860
 FC0860                          STATION DESCRIPTION
 FC0860
 FC0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0860'0.5 MI SW FROM NIOTA.
 FC0860'ABOUT 0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0860'STATION AT NIOTA, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 180,
 FC0860'ABOUT 60 YARDS WEST OF THE CENTER OF A BLACKTOP ROAD CROSSING,
 FC0860'SET IN THE TOP OF THE NORTHEAST END OF A CONCRETE RETAINING WALL
 FC0860'ALONG THE SOUTHEAST SIDE OF THE COAL PIT AT THE DYE HOUSE OF THE
 FC0860'WHITE CLIFF CORPORATION, 39.9 FEET NORTHWEST OF THE NORTHWEST
 FC0860'RAIL OF THE MAIN TRACK, 3.1 FEET SOUTHWEST OF THE NORTHEAST END
 FC0860'OF THE WALL AND ABOUT 3 FEET BELOW THE LEVEL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0044 ***********************************************************************
 FC0044  DESIGNATION -  K 259
 FC0044  PID         -  FC0044
 FC0044  STATE/COUNTY-  TN/LOUDON
 FC0044  USGS QUAD   -  LOUDON (1984)
 FC0044
 FC0044                         *CURRENT SURVEY CONTROL
 FC0044  ___________________________________________________________________
 FC0044* NAD 83(1986)-  35 43 36.     (N)    084 21 09.     (W)     SCALED    
 FC0044* NAVD 88     -       245.056  (meters)     803.99   (feet)  ADJUSTED  
 FC0044  ___________________________________________________________________
 FC0044  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0044  DYNAMIC HT  -         244.821 (meters)     803.22  (feet)  COMP
 FC0044  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 FC0044
 FC0044  VERT ORDER  -  FIRST     CLASS I
 FC0044
 FC0044.The horizontal coordinates were scaled from a topographic map and have
 FC0044.an estimated accuracy of +/- 6 seconds.
 FC0044
 FC0044.The orthometric height was determined by differential leveling
 FC0044.and adjusted by the National Geodetic Survey in June 1991..
 FC0044
 FC0044.The geoid height was determined by GEOID03.
 FC0044
 FC0044.The dynamic height is computed by dividing the NAVD 88
 FC0044.geopotential number by the normal gravity value computed on the
 FC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0044.degrees latitude (g = 980.6199 gals.).
 FC0044
 FC0044.The modeled gravity was interpolated from observed gravity values.
 FC0044
 FC0044;                    North         East    Units  Estimated Accuracy
 FC0044;SPC TN       -   155,840.      749,040.      MT  (+/- 180 meters Scaled)
 FC0044
 FC0044                          SUPERSEDED SURVEY CONTROL
 FC0044
 FC0044  NGVD 29 (??/??/92)  245.153  (m)          804.31   (f) ADJ UNCH    1 1
 FC0044
 FC0044.Superseded values are not recommended for survey control.
 FC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0044.See file dsdata.txt to determine how the superseded data were derived.
 FC0044
 FC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE394568(NAD 83)
 FC0044_MARKER: DB = BENCH MARK DISK
 FC0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0044_SP_SET: WALL
 FC0044_STAMPING: K 259 1968
 FC0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0044
 FC0044  HISTORY     - Date     Condition        Report By
 FC0044  HISTORY     - 1968     MONUMENTED       CGS
 FC0044
 FC0044                          STATION DESCRIPTION
 FC0044
 FC0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0044'1.3 MI SW FROM LOUDON.
 FC0044'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE
 FC0044'AT LOUDON, AT THE RED BRICK LOUNDON HIGH SCHOOL, SET IN THE
 FC0044'TOP OF THE NORTH CORNER OF THE CONCRETE RETAINING WALL AROUND
 FC0044'THE MAIN (NORTHWEST) ENTRANCE TO THE AUDITORIUM, ABOUT 60 YARDS
 FC0044'SOUTHEAST OF THE HIGHWAY, 35.3 FEET NORTH OF THE WEST CORNER OF THE
 FC0044'AUDITORIUM WHICH IS THE TALLEST PART OF THE BUILDING, 11.4 FEET
 FC0044'NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING AND ABOUT 1/2
 FC0044'FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0237 ***********************************************************************
 GD0237  DESIGNATION -  K 26
 GD0237  PID         -  GD0237
 GD0237  STATE/COUNTY-  TN/CARROLL
 GD0237  USGS QUAD   -  VALE (1985)
 GD0237
 GD0237                         *CURRENT SURVEY CONTROL
 GD0237  ___________________________________________________________________
 GD0237* NAD 83(1986)-  36 02 18.     (N)    088 16 25.     (W)     SCALED    
 GD0237* NAVD 88     -       129.271  (meters)     424.12   (feet)  ADJUSTED  
 GD0237  ___________________________________________________________________
 GD0237  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0237  DYNAMIC HT  -         129.161 (meters)     423.76  (feet)  COMP
 GD0237  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GD0237
 GD0237  VERT ORDER  -  FIRST     CLASS II
 GD0237
 GD0237.The horizontal coordinates were scaled from a topographic map and have
 GD0237.an estimated accuracy of +/- 6 seconds.
 GD0237
 GD0237.The orthometric height was determined by differential leveling
 GD0237.and adjusted by the National Geodetic Survey in June 1991..
 GD0237
 GD0237.The geoid height was determined by GEOID03.
 GD0237
 GD0237.The dynamic height is computed by dividing the NAVD 88
 GD0237.geopotential number by the normal gravity value computed on the
 GD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0237.degrees latitude (g = 980.6199 gals.).
 GD0237
 GD0237.The modeled gravity was interpolated from observed gravity values.
 GD0237
 GD0237;                    North         East    Units  Estimated Accuracy
 GD0237;SPC TN       -   191,550.      395,130.      MT  (+/- 180 meters Scaled)
 GD0237
 GD0237                          SUPERSEDED SURVEY CONTROL
 GD0237
 GD0237  NGVD 29 (??/??/??)  129.297  (m)          424.20   (f) ADJUSTED    1 2
 GD0237
 GD0237.Superseded values are not recommended for survey control.
 GD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0237.See file dsdata.txt to determine how the superseded data were derived.
 GD0237
 GD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE852889(NAD 83)
 GD0237_MARKER: DD = SURVEY DISK
 GD0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0237_SP_SET: BUILDING
 GD0237_STAMPING: K 26 1925 424.392
 GD0237_MARK LOGO: USGS  
 GD0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0237
 GD0237  HISTORY     - Date     Condition        Report By
 GD0237  HISTORY     - 1925     MONUMENTED       USGS
 GD0237  HISTORY     - 1969     GOOD             CGS
 GD0237
 GD0237                          STATION DESCRIPTION
 GD0237
 GD0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0237'AT HOLLOW ROCK.
 GD0237'THE MARK IS IN THE ENTRANCE SLAB OF THE HOLLOW ROCK BANK IN THE
 GD0237'NORTHWEST ANGLE OF THE INTERSECTION OF SEMINARY STREET AND HIGH
 GD0237'STREET, 32 FEET NORTH OF THE APPROXIMATE CENTER OF HIGH STREET
 GD0237'AND 24 FEET WEST OF THE APPROXIMATE CENTER OF SEMINARY STREET.
 GD0237'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL
 GD0237'HOLE IN THE ENTRANCE LANDING OF THE BANK AND THE DISK IS STAMPED
 GD0237'K 26 1925 424.392.  NOTE-- DUE TO THE MARKS LOCATION, NO WITNESS
 GD0237'POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1574 ***********************************************************************
 GC1574  DESIGNATION -  K 26
 GC1574  PID         -  GC1574
 GC1574  STATE/COUNTY-  TN/HUMPHREYS
 GC1574  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1574
 GC1574                         *CURRENT SURVEY CONTROL
 GC1574  ___________________________________________________________________
 GC1574* NAD 83(1986)-  36 03 07.     (N)    087 55 58.     (W)     SCALED    
 GC1574* NAVD 88     -       113.135  (meters)     371.18   (feet)  ADJUSTED  
 GC1574  ___________________________________________________________________
 GC1574  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1574  DYNAMIC HT  -         113.038 (meters)     370.86  (feet)  COMP
 GC1574  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GC1574
 GC1574  VERT ORDER  -  FIRST     CLASS II
 GC1574
 GC1574.The horizontal coordinates were scaled from a topographic map and have
 GC1574.an estimated accuracy of +/- 6 seconds.
 GC1574
 GC1574.The orthometric height was determined by differential leveling
 GC1574.and adjusted by the National Geodetic Survey in June 1991..
 GC1574
 GC1574.The geoid height was determined by GEOID03.
 GC1574
 GC1574.The dynamic height is computed by dividing the NAVD 88
 GC1574.geopotential number by the normal gravity value computed on the
 GC1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1574.degrees latitude (g = 980.6199 gals.).
 GC1574
 GC1574.The modeled gravity was interpolated from observed gravity values.
 GC1574
 GC1574;                    North         East    Units  Estimated Accuracy
 GC1574;SPC TN       -   192,400.      425,870.      MT  (+/- 180 meters Scaled)
 GC1574
 GC1574                          SUPERSEDED SURVEY CONTROL
 GC1574
 GC1574  NGVD 29 (??/??/92)  113.167  (m)          371.28   (f) ADJ UNCH    1 2
 GC1574
 GC1574.Superseded values are not recommended for survey control.
 GC1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1574.See file dsdata.txt to determine how the superseded data were derived.
 GC1574
 GC1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE159901(NAD 83)
 GC1574_MARKER: DB = BENCH MARK DISK
 GC1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1574_STAMPING: 371.446 K 26 1934
 GC1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1574+STABILITY: SURFACE MOTION
 GC1574
 GC1574  HISTORY     - Date     Condition        Report By
 GC1574  HISTORY     - 1934     MONUMENTED       CGS
 GC1574  HISTORY     - 1947     GOOD             NGS
 GC1574  HISTORY     - 1972     GOOD             TVA
 GC1574  HISTORY     - 1988     GOOD             USPSQD
 GC1574
 GC1574                          STATION DESCRIPTION
 GC1574
 GC1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1574'0.6 MI W FROM DENVER.
 GC1574'0.6 MILE WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1574'FROM THE POST OFFICE AT DENVER, AT THE INTERSECTION OF A
 GC1574'NORTH-AND-SOUTH DIRT ROAD, 86 FEET NORTHWEST ACROSS THE DIRT ROAD
 GC1574'FROM THE WEST END OF OLD RAILWAY BRIDGE 75.4, 53 FEET WEST OF THE
 GC1574'CENTER LINE OF THE DIRT ROAD, 33 FEET NORTH OF THE CENTER LINE
 GC1574'OF THE GRAVEL ROAD, 55 FEET SOUTHWEST OF A 24-INCH SYCAMORE TREE,
 GC1574'2 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST
 GC1574'PROJECTING ABOUT 4 INCHES.  NOTE-- 78.0 FT SE TO POWER POLE POST AND
 GC1574'SIGN AT MONUMENT.
 GC1574
 GC1574                          STATION RECOVERY (1972)
 GC1574
 GC1574'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1574'RECOVERED IN GOOD CONDITION.
 GC1574
 GC1574                          STATION RECOVERY (1988)
 GC1574
 GC1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0117 ***********************************************************************
 FC0117  DESIGNATION -  K 260
 FC0117  PID         -  FC0117
 FC0117  STATE/COUNTY-  TN/KNOX
 FC0117  USGS QUAD   -  BEARDEN (1990)
 FC0117
 FC0117                         *CURRENT SURVEY CONTROL
 FC0117  ___________________________________________________________________
 FC0117* NAD 83(1986)-  35 55 52.     (N)    084 00 06.     (W)     SCALED    
 FC0117* NAVD 88     -       268.040  (meters)     879.39   (feet)  ADJUSTED  
 FC0117  ___________________________________________________________________
 FC0117  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0117  DYNAMIC HT  -         267.790 (meters)     878.57  (feet)  COMP
 FC0117  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FC0117
 FC0117  VERT ORDER  -  FIRST     CLASS I
 FC0117
 FC0117.The horizontal coordinates were scaled from a topographic map and have
 FC0117.an estimated accuracy of +/- 6 seconds.
 FC0117
 FC0117.The orthometric height was determined by differential leveling
 FC0117.and adjusted by the National Geodetic Survey in June 1991..
 FC0117
 FC0117.The geoid height was determined by GEOID03.
 FC0117
 FC0117.The dynamic height is computed by dividing the NAVD 88
 FC0117.geopotential number by the normal gravity value computed on the
 FC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0117.degrees latitude (g = 980.6199 gals.).
 FC0117
 FC0117.The modeled gravity was interpolated from observed gravity values.
 FC0117
 FC0117;                    North         East    Units  Estimated Accuracy
 FC0117;SPC TN       -   179,110.      780,310.      MT  (+/- 180 meters Scaled)
 FC0117
 FC0117                          SUPERSEDED SURVEY CONTROL
 FC0117
 FC0117  NGVD 29 (??/??/92)  268.173  (m)          879.83   (f) ADJ UNCH    1 1
 FC0117
 FC0117.Superseded values are not recommended for survey control.
 FC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0117.See file dsdata.txt to determine how the superseded data were derived.
 FC0117
 FC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE705804(NAD 83)
 FC0117_MARKER: DB = BENCH MARK DISK
 FC0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0117_SP_SET: BRIDGE
 FC0117_STAMPING: K 260 1968
 FC0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0117
 FC0117  HISTORY     - Date     Condition        Report By
 FC0117  HISTORY     - 1968     MONUMENTED       CGS
 FC0117  HISTORY     - 1982     GOOD             LOCENG
 FC0117  HISTORY     - 20040720 GOOD             GEOCAC
 FC0117
 FC0117                          STATION DESCRIPTION
 FC0117
 FC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0117'AT BEARDEN.
 FC0117'AT BEARDEN, ON THE SOUTHERN RAILWAY RIGHT-OF-WAY, ABOUT 85 FEET
 FC0117'SOUTHWEST OF MILEPOST 136, SET IN THE TOP OF THE NORTHEAST END OF
 FC0117'THE NORTHWEST CONCRETE GUARD RAIL BASE FOR RAILWAY OVERPASS OVER
 FC0117'LAKE SHORE DRIVE, 20 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT
 FC0117'WEST OF THE EAST CORNER OF THE BASE AND ABOUT 2 FEET BELOW THE
 FC0117'LEVEL OF THE TRACK.
 FC0117
 FC0117                          STATION RECOVERY (1982)
 FC0117
 FC0117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0117'CHANGE DESC: 'LAKE SHORE DRIVE' IS NOW ' NORTHSHORE DRIVE', CHANGE
 FC0117''20 FT. NORTHWEST OF THE NORTHWEST RAIL' TO 5 1/2 FT. NORTHWEST OF
 FC0117'THE NORTHWEST MOST RAIL OF 2 TRACKS AND '1 FOOT' BELOW THE LEVEL OF
 FC0117'THE TRACK, NOT '2 FEET' AS IS CURRENTLY GIVEN.
 FC0117
 FC0117                          STATION RECOVERY (2004)
 FC0117
 FC0117'RECOVERY NOTE BY GEOCACHING 2004 (KDJ)
 FC0117'RECOVERED IN GOOD CONDITION.  NORTHWEST GUARDRAIL SHOULD READ
 FC0117'NORTHERNMOST GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0321 ***********************************************************************
 FF0321  DESIGNATION -  K 261
 FF0321  PID         -  FF0321
 FF0321  STATE/COUNTY-  TN/SHELBY
 FF0321  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0321
 FF0321                         *CURRENT SURVEY CONTROL
 FF0321  ___________________________________________________________________
 FF0321* NAD 83(1986)-  35 13 33.     (N)    090 01 19.     (W)     SCALED    
 FF0321* NAVD 88     -        78.618  (meters)     257.93   (feet)  ADJUSTED  
 FF0321  ___________________________________________________________________
 FF0321  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0321  DYNAMIC HT  -          78.548 (meters)     257.70  (feet)  COMP
 FF0321  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FF0321
 FF0321  VERT ORDER  -  FIRST     CLASS I
 FF0321
 FF0321.The horizontal coordinates were scaled from a topographic map and have
 FF0321.an estimated accuracy of +/- 6 seconds.
 FF0321
 FF0321.The orthometric height was determined by differential leveling
 FF0321.and adjusted by the National Geodetic Survey in June 1991..
 FF0321
 FF0321.The geoid height was determined by GEOID03.
 FF0321
 FF0321.The dynamic height is computed by dividing the NAVD 88
 FF0321.geopotential number by the normal gravity value computed on the
 FF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0321.degrees latitude (g = 980.6199 gals.).
 FF0321
 FF0321.The modeled gravity was interpolated from observed gravity values.
 FF0321
 FF0321;                    North         East    Units  Estimated Accuracy
 FF0321;SPC TN       -   106,550.      233,960.      MT  (+/- 180 meters Scaled)
 FF0321
 FF0321                          SUPERSEDED SURVEY CONTROL
 FF0321
 FF0321  NGVD 29 (??/??/??)   78.573  (m)          257.78   (f) ADJUSTED    1 1
 FF0321
 FF0321.Superseded values are not recommended for survey control.
 FF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0321.See file dsdata.txt to determine how the superseded data were derived.
 FF0321
 FF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV710021(NAD 83)
 FF0321_MARKER: DB = BENCH MARK DISK
 FF0321_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0321+WITH SETTING: INTO GROUND
 FF0321_STAMPING: K 261 1974
 FF0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0321+STABILITY: SURFACE MOTION
 FF0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0321+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0321
 FF0321  HISTORY     - Date     Condition        Report By
 FF0321  HISTORY     - 1974     MONUMENTED       NGS
 FF0321  HISTORY     - 19941209 GOOD             TN1620
 FF0321  HISTORY     - 20021022 GOOD             USACE
 FF0321
 FF0321                          STATION DESCRIPTION
 FF0321
 FF0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0321'AT FRAYSER.
 FF0321'AT FRAYSER, 126.5 FEET WEST OF THE WEST CORNER OF STONE HOUSE
 FF0321'(RECTORY) FOR OUR LADY OF SORROWS CHURCH AND SCHOOL, 71.3 FEET
 FF0321'SOUTHWEST OF THE SOUTHWEST CURB LINE OF ARCHED DRIVEWAY TO CHURCH,
 FF0321'29.8 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF U.S. HIGHWAY
 FF0321'51, 28 FEET EAST OF A POWER POLE BEARING A STREET LIGHT, 27.5 FEET
 FF0321'WEST-SOUTHWEST OF A 12-INCH PECAN TREE, 1 FOOT WEST OF A HEDGEROW,
 FF0321'3 FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 FF0321'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FF0321'2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 FF0321'FLUSH WITH THE GROUND.
 FF0321
 FF0321                          STATION RECOVERY (1994)
 FF0321
 FF0321'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0321'RECOVERED IN GOOD CONDITION.
 FF0321
 FF0321                          STATION RECOVERY (2002)
 FF0321
 FF0321'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1347 ***********************************************************************
 FE1347  DESIGNATION -  K 262
 FE1347  PID         -  FE1347
 FE1347  STATE/COUNTY-  TN/TIPTON
 FE1347  USGS QUAD   -  MUNFORD (1983)
 FE1347
 FE1347                         *CURRENT SURVEY CONTROL
 FE1347  ___________________________________________________________________
 FE1347* NAD 83(1995)-  35 27 38.26090(N)    089 46 03.61578(W)     ADJUSTED  
 FE1347* NAVD 88     -       108.436  (meters)     355.76   (feet)  ADJUSTED  
 FE1347  ___________________________________________________________________
 FE1347  X           -      21,089.556 (meters)                     COMP
 FE1347  Y           -  -5,200,970.047 (meters)                     COMP
 FE1347  Z           -   3,679,657.917 (meters)                     COMP
 FE1347  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE1347  ELLIP HEIGHT-          81.20  (meters)          (05/31/05) GPS OBS
 FE1347  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1347  DYNAMIC HT  -         108.341 (meters)     355.45  (feet)  COMP
 FE1347  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 FE1347
 FE1347  HORZ ORDER  -  FIRST
 FE1347  VERT ORDER  -  FIRST     CLASS I
 FE1347  ELLP ORDER  -  FOURTH    CLASS II
 FE1347
 FE1347.The horizontal coordinates were established by GPS observations
 FE1347.and adjusted by the National Geodetic Survey in May 2005..
 FE1347
 FE1347.The orthometric height was determined by differential leveling
 FE1347.and adjusted by the National Geodetic Survey in June 1991..
 FE1347
 FE1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1347
 FE1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1347
 FE1347.The ellipsoidal height was determined by GPS observations
 FE1347.and is referenced to NAD 83.
 FE1347
 FE1347.The geoid height was determined by GEOID03.
 FE1347
 FE1347.The dynamic height is computed by dividing the NAVD 88
 FE1347.geopotential number by the normal gravity value computed on the
 FE1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1347.degrees latitude (g = 980.6199 gals.).
 FE1347
 FE1347.The modeled gravity was interpolated from observed gravity values.
 FE1347
 FE1347;                    North         East     Units Scale Factor Converg.
 FE1347;SPC TN       -   131,654.889   258,089.667   MT  0.99996951   -2 12 20.7
 FE1347;SPC TN       -   431,937.75    846,749.18   sFT  0.99996951   -2 12 20.7
 FE1347;UTM  16      - 3,927,647.791   248,836.714   MT  1.00037746   -1 36 23.3
 FE1347
 FE1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1347!SPC TN       -   0.99998726  x   0.99996951  =   0.99995677
 FE1347!UTM  16      -   0.99998726  x   1.00037746  =   1.00036471
 FE1347
 FE1347                          SUPERSEDED SURVEY CONTROL
 FE1347
 FE1347  NAVD 88 (05/31/05)  108.44   (m)          355.8    (f) LEVELING    3  
 FE1347  NGVD 29 (??/??/??)  108.410  (m)          355.68   (f) ADJUSTED    1 1
 FE1347
 FE1347.Superseded values are not recommended for survey control.
 FE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1347.See file dsdata.txt to determine how the superseded data were derived.
 FE1347
 FE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4883727648(NAD 83)
 FE1347_MARKER: DB = BENCH MARK DISK
 FE1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1347_SP_SET: CULVERT
 FE1347_STAMPING: K 262 1974
 FE1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1347+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 FE1347
 FE1347  HISTORY     - Date     Condition        Report By
 FE1347  HISTORY     - 1974     MONUMENTED       NGS
 FE1347  HISTORY     - 20021003 GOOD             USACE
 FE1347  HISTORY     - 20030707 GOOD             EMCINC
 FE1347
 FE1347                          STATION DESCRIPTION
 FE1347
 FE1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1347'2.7 MI SW FROM BRIGHTON.
 FE1347'ABOUT 1.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 51 FROM THE
 FE1347'INTERSECTION WITH KENTWOOD AT BRIGHTON, ALSO, 1.6 MILES NORTHEAST
 FE1347'ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION OF ATOKA AND MUNFORD
 FE1347'ROAD AT CROSSTOWN, THENCE 1.6 MILES SOUTHWEST ALONG THE NEW
 FE1347'4-LANES OF U.S. HIGHWAY 51, 0.35 MILE NORTHEAST OF JUNCTION
 FE1347'WITH AN ASPHALT ROAD LEADING SOUTH, AT AN ASPHALT CROSSOVER
 FE1347'BETWEEN THE 4 LANES OF HIGHWAY, 29 FEET NORTHEAST OF THE
 FE1347'CENTER LINE OF THE CROSS OVER, 74.5 FEET SOUTHEAST OF THE
 FE1347'CENTER LINE OF THE NORTHWEST LANE OF HIGHWAY, 70.5 FEET NORTHWEST
 FE1347'OF THE CENTER LINE OF THE SOUTHEAST LANE OF HIGHWAY, SET IN TOP
 FE1347'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF AN
 FE1347'18 FT BY 6 FT DOUBLE CHANNEL CULVERT AND 1 1/2 FOOT BELOW
 FE1347'CROSSOVER.
 FE1347
 FE1347                          STATION RECOVERY (2002)
 FE1347
 FE1347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1347'RECOVERED IN GOOD CONDITION.
 FE1347
 FE1347                          STATION RECOVERY (2003)
 FE1347
 FE1347'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1779 ***********************************************************************
 FE1779  DESIGNATION -  K 263
 FE1779  PID         -  FE1779
 FE1779  STATE/COUNTY-  TN/LAUDERDALE
 FE1779  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1779
 FE1779                         *CURRENT SURVEY CONTROL
 FE1779  ___________________________________________________________________
 FE1779* NAD 83(1986)-  35 46 24.     (N)    089 36 51.     (W)     SCALED    
 FE1779* NAVD 88     -        99.980  (meters)     328.02   (feet)  ADJUSTED  
 FE1779  ___________________________________________________________________
 FE1779  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1779  DYNAMIC HT  -          99.895 (meters)     327.74  (feet)  COMP
 FE1779  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 FE1779
 FE1779  VERT ORDER  -  FIRST     CLASS I
 FE1779
 FE1779.The horizontal coordinates were scaled from a topographic map and have
 FE1779.an estimated accuracy of +/- 6 seconds.
 FE1779
 FE1779.The orthometric height was determined by differential leveling
 FE1779.and adjusted by the National Geodetic Survey in June 1991..
 FE1779
 FE1779.The geoid height was determined by GEOID03.
 FE1779
 FE1779.The dynamic height is computed by dividing the NAVD 88
 FE1779.geopotential number by the normal gravity value computed on the
 FE1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1779.degrees latitude (g = 980.6199 gals.).
 FE1779
 FE1779.The modeled gravity was interpolated from observed gravity values.
 FE1779
 FE1779;                    North         East    Units  Estimated Accuracy
 FE1779;SPC TN       -   165,800.      273,290.      MT  (+/- 180 meters Scaled)
 FE1779
 FE1779                          SUPERSEDED SURVEY CONTROL
 FE1779
 FE1779  NGVD 29 (??/??/??)   99.939  (m)          327.88   (f) ADJUSTED    1 1
 FE1779
 FE1779.Superseded values are not recommended for survey control.
 FE1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1779.See file dsdata.txt to determine how the superseded data were derived.
 FE1779
 FE1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE636619(NAD 83)
 FE1779_MARKER: DB = BENCH MARK DISK
 FE1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1779_SP_SET: CULVERT
 FE1779_STAMPING: K 263 1974
 FE1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1779+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1779
 FE1779  HISTORY     - Date     Condition        Report By
 FE1779  HISTORY     - 1974     MONUMENTED       NGS
 FE1779  HISTORY     - 20020809 GOOD             USACE
 FE1779  HISTORY     - 20031014 GOOD             INDIV
 FE1779
 FE1779                          STATION DESCRIPTION
 FE1779
 FE1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1779'1.4 MI W FROM ARP.
 FE1779'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 19 FROM THE BRICK
 FE1779'ELEMENTARY SCHOOL AT ARP, 181 YARDS OF 0.1 MILE EAST OF THE
 FE1779'CENTER OF JUNCTION WITH A PAVED ROAD LEADING NORTH TO THE
 FE1779'WALNUT GROVE BAPTIST CHURCH AND CEMETARY, 53 FEET NORTHEAST OF
 FE1779'A LONE 36-INCH COTTONWOOD TREE, 19.5 FEET SOUTH OF THE CENTER
 FE1779'LINE OF STATE HIGHWAY 19, SET IN TOP OF THE WEST END OF THE
 FE1779'SOUTH CONCRETE HEADWALL OF A 12 FT BY 4 FT BOX CULVERT UNDER THE
 FE1779'HIGHWAY, 1/2 FOOT BELOW THE HIGHWAY.
 FE1779
 FE1779                          STATION RECOVERY (2002)
 FE1779
 FE1779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1779'RECOVERED IN GOOD CONDITION.
 FE1779
 FE1779                          STATION RECOVERY (2003)
 FE1779
 FE1779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1779'THE PAVED ROAD NORTH MENTIONED IN THE 1974 DESCRIPTION IS WALNUT GROVE
 FE1779'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0960 ***********************************************************************
 FE0960  DESIGNATION -  K 264
 FE0960  PID         -  FE0960
 FE0960  STATE/COUNTY-  TN/LAUDERDALE
 FE0960  USGS QUAD   -  FOWLKES (1983)
 FE0960
 FE0960                         *CURRENT SURVEY CONTROL
 FE0960  ___________________________________________________________________
 FE0960* NAD 83(1986)-  35 54 17.     (N)    089 27 23.     (W)     SCALED    
 FE0960* NAVD 88     -        94.930  (meters)     311.45   (feet)  ADJUSTED  
 FE0960  ___________________________________________________________________
 FE0960  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0960  DYNAMIC HT  -          94.849 (meters)     311.18  (feet)  COMP
 FE0960  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0960
 FE0960  VERT ORDER  -  FIRST     CLASS I
 FE0960
 FE0960.The horizontal coordinates were scaled from a topographic map and have
 FE0960.an estimated accuracy of +/- 6 seconds.
 FE0960
 FE0960.The orthometric height was determined by differential leveling
 FE0960.and adjusted by the National Geodetic Survey in June 1991..
 FE0960
 FE0960.The geoid height was determined by GEOID03.
 FE0960
 FE0960.The dynamic height is computed by dividing the NAVD 88
 FE0960.geopotential number by the normal gravity value computed on the
 FE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0960.degrees latitude (g = 980.6199 gals.).
 FE0960
 FE0960.The modeled gravity was interpolated from observed gravity values.
 FE0960
 FE0960;                    North         East    Units  Estimated Accuracy
 FE0960;SPC TN       -   179,850.      288,070.      MT  (+/- 180 meters Scaled)
 FE0960
 FE0960                          SUPERSEDED SURVEY CONTROL
 FE0960
 FE0960  NGVD 29 (??/??/??)   94.872  (m)          311.26   (f) ADJUSTED    1 1
 FE0960
 FE0960.Superseded values are not recommended for survey control.
 FE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0960.See file dsdata.txt to determine how the superseded data were derived.
 FE0960
 FE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE783761(NAD 83)
 FE0960_MARKER: DB = BENCH MARK DISK
 FE0960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0960_STAMPING: K 264 1974
 FE0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0960
 FE0960  HISTORY     - Date     Condition        Report By
 FE0960  HISTORY     - 1974     MONUMENTED       NGS
 FE0960  HISTORY     - 20020804 POOR             USACE
 FE0960
 FE0960                          STATION DESCRIPTION
 FE0960
 FE0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0960'4.2 MI W FROM HALLS.
 FE0960'ABOUT 4.15 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0960'BAPTIST CHURCH AT HALLS, ALSO, ABOUT 0.2 MILE WEST OF THE SMALL
 FE0960'COMMUNITY OF DOUBLE BRIDGES, 30.4 FEET NORTH OF THE CENTER
 FE0960'LINE OF FARM ROAD LEADING SOUTH, 3.7 FEET EAST OF A LARGE POWER
 FE0960'POLE WITH TRANSFORMER AND WITNESS SIGN, 2 FEET ABOVE THE HIGHWAY
 FE0960'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 FE0960'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.05 FOOT BELOW
 FE0960'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE0960'THE GROUND.
 FE0960
 FE0960                          STATION RECOVERY (2002)
 FE0960
 FE0960'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0960'MARK IS LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1146 ***********************************************************************
 GD1146  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1146  DESIGNATION -  K 265
 GD1146  PID         -  GD1146
 GD1146  STATE/COUNTY-  TN/LAKE
 GD1146  USGS QUAD   -  RIDGELY (1981)
 GD1146
 GD1146                         *CURRENT SURVEY CONTROL
 GD1146  ___________________________________________________________________
 GD1146* NAD 83(1995)-  36 16 28.94708(N)    089 28 39.94693(W)     ADJUSTED  
 GD1146* NAVD 88     -        88.44   (meters)     290.2    (feet)  GPS OBS   
 GD1146  ___________________________________________________________________
 GD1146  X           -      46,922.756 (meters)                     COMP
 GD1146  Y           -  -5,147,857.440 (meters)                     COMP
 GD1146  Z           -   3,752,844.592 (meters)                     COMP
 GD1146  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GD1146  ELLIP HEIGHT-          60.05  (meters)          (05/31/05) GPS OBS
 GD1146  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1146  DYNAMIC HT  -          88.37  (meters)     289.9   (feet)  COMP
 GD1146  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GD1146
 GD1146  HORZ ORDER  -  FIRST
 GD1146  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1146  ELLP ORDER  -  FOURTH    CLASS II
 GD1146
 GD1146.The horizontal coordinates were established by GPS observations
 GD1146.and adjusted by the National Geodetic Survey in May 2005..
 GD1146
 GD1146.The orthometric height was determined by GPS observations and a
 GD1146.high-resolution geoid model using precise GPS observation and
 GD1146.processing techniques. It supersedes the leveled height previously
 GD1146.determined for this station.
 GD1146.The vertical order pertains to the first NAVD 88 superseded value.
 GD1146
 GD1146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1146
 GD1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1146
 GD1146.The ellipsoidal height was determined by GPS observations
 GD1146.and is referenced to NAD 83.
 GD1146
 GD1146.The geoid height was determined by GEOID03.
 GD1146
 GD1146.The dynamic height is computed by dividing the NAVD 88
 GD1146.geopotential number by the normal gravity value computed on the
 GD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1146.degrees latitude (g = 980.6199 gals.).
 GD1146
 GD1146.The modeled gravity was interpolated from observed gravity values.
 GD1146
 GD1146;                    North         East     Units Scale Factor Converg.
 GD1146;SPC TN       -   220,947.564   287,595.832   MT  0.99997790   -2 02 09.7
 GD1146;SPC TN       -   724,892.13    943,553.99   sFT  0.99997790   -2 02 09.7
 GD1146;UTM  16      - 4,017,266.490   277,441.182   MT  1.00021033   -1 27 59.7
 GD1146
 GD1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1146!SPC TN       -   0.99999058  x   0.99997790  =   0.99996848
 GD1146!UTM  16      -   0.99999058  x   1.00021033  =   1.00020090
 GD1146
 GD1146                          SUPERSEDED SURVEY CONTROL
 GD1146
 GD1146  NAVD 88 (06/15/91)   88.360  (m)          289.89   (f) ADJUSTED    1 1
 GD1146  NGVD 29 (??/??/??)   88.284  (m)          289.65   (f) ADJUSTED    1 1
 GD1146
 GD1146.Superseded values are not recommended for survey control.
 GD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1146.See file dsdata.txt to determine how the superseded data were derived.
 GD1146
 GD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7744117266(NAD 83)
 GD1146_MARKER: DB = BENCH MARK DISK
 GD1146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1146+WITH SETTING: INTO GROUND
 GD1146_STAMPING: K 265 1974
 GD1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1146+STABILITY: SURFACE MOTION
 GD1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1146+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1146
 GD1146  HISTORY     - Date     Condition        Report By
 GD1146  HISTORY     - 1974     MONUMENTED       NGS
 GD1146  HISTORY     - 20020802 GOOD             USACE
 GD1146  HISTORY     - 20030709 GOOD             EMCINC
 GD1146
 GD1146                          STATION DESCRIPTION
 GD1146
 GD1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1146'0.80 MI N FROM RIDGELY.
 GD1146'ABOUT 0.80 MILE NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1146'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, NEAR A FARM ROAD
 GD1146'LEADING EAST AND PARALLELING A ROW OF ELM TREES, 31.3 FEET WEST OF THE
 GD1146'CENTER LINE OF THE HIGHWAY, 42.3 FEET SOUTH OF THE EXTENDED CENTER
 GD1146'LINE OF THE FARM ROAD, 2.3 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 GD1146'BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED
 GD1146'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2
 GD1146'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 GD1146'FLUSH WITH THE GROUND.
 GD1146
 GD1146                          STATION RECOVERY (2002)
 GD1146
 GD1146'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1146'MONUMENT IS 2.3 FT SW OF POWER POLE.
 GD1146
 GD1146                          STATION RECOVERY (2003)
 GD1146
 GD1146'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1086 ***********************************************************************
 FD1086  DESIGNATION -  K 27
 FD1086  PID         -  FD1086
 FD1086  STATE/COUNTY-  TN/PERRY
 FD1086  USGS QUAD   -  LOBELVILLE (1968)
 FD1086
 FD1086                         *CURRENT SURVEY CONTROL
 FD1086  ___________________________________________________________________
 FD1086* NAD 83(1986)-  35 51 35.     (N)    087 48 22.     (W)     SCALED    
 FD1086* NAVD 88     -       157.065  (meters)     515.30   (feet)  ADJUSTED  
 FD1086  ___________________________________________________________________
 FD1086  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1086  DYNAMIC HT  -         156.930 (meters)     514.86  (feet)  COMP
 FD1086  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1086
 FD1086  VERT ORDER  -  SECOND    CLASS 0
 FD1086
 FD1086.The horizontal coordinates were scaled from a topographic map and have
 FD1086.an estimated accuracy of +/- 6 seconds.
 FD1086
 FD1086.The orthometric height was determined by differential leveling
 FD1086.and adjusted by the National Geodetic Survey in June 1991..
 FD1086
 FD1086.The geoid height was determined by GEOID03.
 FD1086
 FD1086.The dynamic height is computed by dividing the NAVD 88
 FD1086.geopotential number by the normal gravity value computed on the
 FD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1086.degrees latitude (g = 980.6199 gals.).
 FD1086
 FD1086.The modeled gravity was interpolated from observed gravity values.
 FD1086
 FD1086;                    North         East    Units  Estimated Accuracy
 FD1086;SPC TN       -   170,860.      436,880.      MT  (+/- 180 meters Scaled)
 FD1086
 FD1086                          SUPERSEDED SURVEY CONTROL
 FD1086
 FD1086  NGVD 29 (??/??/92)  157.098  (m)          515.41   (f) ADJ UNCH    2 0
 FD1086
 FD1086.Superseded values are not recommended for survey control.
 FD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1086.See file dsdata.txt to determine how the superseded data were derived.
 FD1086
 FD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE272686(NAD 83)
 FD1086_MARKER: DB = BENCH MARK DISK
 FD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1086_STAMPING: K 27 1934
 FD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1086+STABILITY: SURFACE MOTION
 FD1086
 FD1086  HISTORY     - Date     Condition        Report By
 FD1086  HISTORY     - 1934     MONUMENTED       CGS
 FD1086  HISTORY     - 1973     GOOD             TVA
 FD1086
 FD1086                          STATION DESCRIPTION
 FD1086
 FD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1086'2 MI S FROM BUFFALO.
 FD1086'IN PERRY COUNTY, 2.0 MILES SOUTH ALONG STATE HIGHWAY 13 FROM
 FD1086'THE POST OFFICE AT BUFFALO, HUMPHREYS COUNTY, ABOUT 1000 FEET
 FD1086'EAST OF A WHITE HOUSE, 60 FEET SOUTH OF A CURVE SIGN, 25 FEET
 FD1086'WEST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF AN
 FD1086'8-INCH CEDAR TREE, AND 10 FEET NORTH OF A 12-INCH OAK TREE.
 FD1086'A STANDARD DISK, STAMPED K 27 1934 AND SET IN THE TOP OF A
 FD1086'CONCRETE POST.  NOTE-- STATION IS ABOUT 0.2 MILE EAST OF NEW
 FD1086'STATE HIGHWAY 13. 20.5 FEET S.W. OF 14 INCH CEDAR TREE.  17.3
 FD1086'FEET NORTH OF 6 INCH CEDAR TREE.  1.0 FEET EAST OF FENCELINE.
 FD1086
 FD1086                          STATION RECOVERY (1973)
 FD1086
 FD1086'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1233 ***********************************************************************
 FD1233  DESIGNATION -  K 29
 FD1233  PID         -  FD1233
 FD1233  STATE/COUNTY-  TN/LEWIS
 FD1233  USGS QUAD   -  HOHENWALD (1991)
 FD1233
 FD1233                         *CURRENT SURVEY CONTROL
 FD1233  ___________________________________________________________________
 FD1233* NAD 83(1986)-  35 36 57.     (N)    087 32 12.     (W)     SCALED    
 FD1233* NAVD 88     -       284.879  (meters)     934.64   (feet)  ADJUSTED  
 FD1233  ___________________________________________________________________
 FD1233  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1233  DYNAMIC HT  -         284.621 (meters)     933.79  (feet)  COMP
 FD1233  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FD1233
 FD1233  VERT ORDER  -  SECOND    CLASS 0
 FD1233
 FD1233.The horizontal coordinates were scaled from a topographic map and have
 FD1233.an estimated accuracy of +/- 6 seconds.
 FD1233
 FD1233.The orthometric height was determined by differential leveling
 FD1233.and adjusted by the National Geodetic Survey in June 1991..
 FD1233
 FD1233.The geoid height was determined by GEOID03.
 FD1233
 FD1233.The dynamic height is computed by dividing the NAVD 88
 FD1233.geopotential number by the normal gravity value computed on the
 FD1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1233.degrees latitude (g = 980.6199 gals.).
 FD1233
 FD1233.The modeled gravity was interpolated from observed gravity values.
 FD1233
 FD1233;                    North         East    Units  Estimated Accuracy
 FD1233;SPC TN       -   143,390.      460,790.      MT  (+/- 180 meters Scaled)
 FD1233
 FD1233                          SUPERSEDED SURVEY CONTROL
 FD1233
 FD1233  NGVD 29 (??/??/92)  284.859  (m)          934.57   (f) ADJ UNCH    2 0
 FD1233
 FD1233.Superseded values are not recommended for survey control.
 FD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1233.See file dsdata.txt to determine how the superseded data were derived.
 FD1233
 FD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE513414(NAD 83)
 FD1233_MARKER: DB = BENCH MARK DISK
 FD1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1233_STAMPING: K 29 1934
 FD1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1233+STABILITY: SURFACE MOTION
 FD1233
 FD1233  HISTORY     - Date     Condition        Report By
 FD1233  HISTORY     - 1934     MONUMENTED       CGS
 FD1233  HISTORY     - 1953     MARK NOT FOUND   NGS
 FD1233
 FD1233                          STATION DESCRIPTION
 FD1233
 FD1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1233'0.3 MI S FROM KIMMINS.
 FD1233'0.3 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD1233'RAILWAY FROM KIMMINS, LEWIS COUNTY, 26 MILES NORTH OF MILEPOST 46,
 FD1233'40 FEET WEST OF THE CENTERLINE OF THE TRACK, AT A FENCE, AND 30
 FD1233'FEET NORTH OF THE GATE TO A HOUSE.  A STANDARD DISK, STAMPED
 FD1233'K 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2401 ***********************************************************************
 FB2401  DESIGNATION -  K 292
 FB2401  PID         -  FB2401
 FB2401  STATE/COUNTY-  TN/BLOUNT
 FB2401  USGS QUAD   -  MARYVILLE (1979)
 FB2401
 FB2401                         *CURRENT SURVEY CONTROL
 FB2401  ___________________________________________________________________
 FB2401* NAD 83(1986)-  35 51 43.     (N)    083 56 45.     (W)     SCALED    
 FB2401* NAVD 88     -       265.850  (meters)     872.21   (feet)  ADJUSTED  
 FB2401  ___________________________________________________________________
 FB2401  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FB2401  DYNAMIC HT  -         265.603 (meters)     871.40  (feet)  COMP
 FB2401  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FB2401
 FB2401  VERT ORDER  -  FIRST     CLASS II
 FB2401
 FB2401.The horizontal coordinates were scaled from a topographic map and have
 FB2401.an estimated accuracy of +/- 6 seconds.
 FB2401
 FB2401.The orthometric height was determined by differential leveling
 FB2401.and adjusted by the National Geodetic Survey in June 1991..
 FB2401
 FB2401.The geoid height was determined by GEOID03.
 FB2401
 FB2401.The dynamic height is computed by dividing the NAVD 88
 FB2401.geopotential number by the normal gravity value computed on the
 FB2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2401.degrees latitude (g = 980.6199 gals.).
 FB2401
 FB2401.The modeled gravity was interpolated from observed gravity values.
 FB2401
 FB2401;                    North         East    Units  Estimated Accuracy
 FB2401;SPC TN       -   171,550.      785,510.      MT  (+/- 180 meters Scaled)
 FB2401
 FB2401                          SUPERSEDED SURVEY CONTROL
 FB2401
 FB2401  NGVD 29 (12/12/91)  265.982  (m)          872.64   (f) ADJUSTED    1 2
 FB2401
 FB2401.Superseded values are not recommended for survey control.
 FB2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2401.See file dsdata.txt to determine how the superseded data were derived.
 FB2401
 FB2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340726(NAD 83)
 FB2401_MARKER: DB = BENCH MARK DISK
 FB2401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FB2401_SP_SET: BRIDGE ABUTMENT
 FB2401_STAMPING: K 292 1983
 FB2401_MARK LOGO: NGS   
 FB2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2401
 FB2401  HISTORY     - Date     Condition        Report By
 FB2401  HISTORY     - 1983     MONUMENTED       NGS
 FB2401
 FB2401                          STATION DESCRIPTION
 FB2401
 FB2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2401'11.6 KM (7.2 MI) SW FROM SOUTH KNOXVILLE.
 FB2401'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2401'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2401'KNOXVILLE, THENCE 10.0 KM (6.2 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2401'(MARYVILLE PIKE) TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF
 FB2401'THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE SOUTHERN
 FB2401'RAILROAD, 7.98 METERS (26.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FB2401'4.11 METERS (13.5 FT) NORTH OF THE SOUTH END OF THE BRIDGE.
 FB2401'THE MARK IS 1.58 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1624 ***********************************************************************
 FC1624  DESIGNATION -  K 293
 FC1624  PID         -  FC1624
 FC1624  STATE/COUNTY-  TN/MARION
 FC1624  USGS QUAD   -  SEQUATCHIE (1982)
 FC1624
 FC1624                         *CURRENT SURVEY CONTROL
 FC1624  ___________________________________________________________________
 FC1624* NAD 83(1986)-  35 00 38.     (N)    085 34 11.     (W)     SCALED    
 FC1624* NAVD 88     -       195.857  (meters)     642.57   (feet)  ADJUSTED  
 FC1624  ___________________________________________________________________
 FC1624  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1624  DYNAMIC HT  -         195.666 (meters)     641.95  (feet)  COMP
 FC1624  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 FC1624
 FC1624  VERT ORDER  -  FIRST     CLASS II
 FC1624
 FC1624.The horizontal coordinates were scaled from a topographic map and have
 FC1624.an estimated accuracy of +/- 6 seconds.
 FC1624
 FC1624.The orthometric height was determined by differential leveling
 FC1624.and adjusted by the National Geodetic Survey in June 1991..
 FC1624
 FC1624.The geoid height was determined by GEOID03.
 FC1624
 FC1624.The dynamic height is computed by dividing the NAVD 88
 FC1624.geopotential number by the normal gravity value computed on the
 FC1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1624.degrees latitude (g = 980.6199 gals.).
 FC1624
 FC1624.The modeled gravity was interpolated from observed gravity values.
 FC1624
 FC1624;                    North         East    Units  Estimated Accuracy
 FC1624;SPC TN       -    75,230.      639,280.      MT  (+/- 180 meters Scaled)
 FC1624
 FC1624                          SUPERSEDED SURVEY CONTROL
 FC1624
 FC1624.No superseded survey control is available for this station.
 FC1624
 FC1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD305751(NAD 83)
 FC1624_MARKER: DB = BENCH MARK DISK
 FC1624_SETTING: 66 = SET IN ROCK OUTCROP
 FC1624_SP_SET: ROCK OUTCROP
 FC1624_STAMPING: K 293 1983
 FC1624_MARK LOGO: NGS   
 FC1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1624
 FC1624  HISTORY     - Date     Condition        Report By
 FC1624  HISTORY     - 1983     MONUMENTED       NGS
 FC1624
 FC1624                          STATION DESCRIPTION
 FC1624
 FC1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1624'6.1 KM (3.8 MI) SW FROM HALETOWN.
 FC1624'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 41, 64, AND 72 FROM
 FC1624'THE POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM
 FC1624'(0.45 MI) SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 4.1 KM
 FC1624'(2.55 MI) WESTERLY ALONG STATE HIGHWAY 156, THENCE 0.6 KM (0.4 MI)
 FC1624'NORTHERLY ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 KM (0.15 MI) EAST
 FC1624'ALONG THE RAILROAD TRACKS, SET IN A MASSIVE ROCK OUTCROP, ABOUT
 FC1624'122.0 METERS (400.0 FT) NORTHEAST OF A RAILROAD CONTROL BOX,
 FC1624'12.20 METERS (40.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FC1624'LOUISVILLE AND NASHVILLE RAILROAD, AND 22.55 METERS (74.0 FT)
 FC1624'EAST-NORTHEAST OF A TELEPHONE POLE WITH THREE ANCHOR CABLES AND LINES
 FC1624'CROSSING OVER THE TRACKS.
 FC1624'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1649 ***********************************************************************
 FC1649  DESIGNATION -  K 294
 FC1649  PID         -  FC1649
 FC1649  STATE/COUNTY-  TN/BRADLEY
 FC1649  USGS QUAD   -  MC DONALD (1976)
 FC1649
 FC1649                         *CURRENT SURVEY CONTROL
 FC1649  ___________________________________________________________________
 FC1649* NAD 83(1986)-  35 06 58.     (N)    084 57 39.     (W)     SCALED    
 FC1649* NAVD 88     -       259.497  (meters)     851.37   (feet)  ADJUSTED  
 FC1649  ___________________________________________________________________
 FC1649  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1649  DYNAMIC HT  -         259.238 (meters)     850.52  (feet)  COMP
 FC1649  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 FC1649
 FC1649  VERT ORDER  -  FIRST     CLASS II
 FC1649
 FC1649.The horizontal coordinates were scaled from a topographic map and have
 FC1649.an estimated accuracy of +/- 6 seconds.
 FC1649
 FC1649.The orthometric height was determined by differential leveling
 FC1649.and adjusted by the National Geodetic Survey in June 1991..
 FC1649
 FC1649.The geoid height was determined by GEOID03.
 FC1649
 FC1649.The dynamic height is computed by dividing the NAVD 88
 FC1649.geopotential number by the normal gravity value computed on the
 FC1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1649.degrees latitude (g = 980.6199 gals.).
 FC1649
 FC1649.The modeled gravity was interpolated from observed gravity values.
 FC1649
 FC1649;                    North         East    Units  Estimated Accuracy
 FC1649;SPC TN       -    87,350.      694,730.      MT  (+/- 180 meters Scaled)
 FC1649
 FC1649                          SUPERSEDED SURVEY CONTROL
 FC1649
 FC1649.No superseded survey control is available for this station.
 FC1649
 FC1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD858878(NAD 83)
 FC1649_MARKER: I = METAL ROD
 FC1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1649_SP_SET: STAINLESS STEEL ROD
 FC1649_STAMPING: K 294 1983
 FC1649_MARK LOGO: NGS   
 FC1649_PROJECTION: FLUSH
 FC1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1649_ROD/PIPE-DEPTH: 3.7  meters
 FC1649
 FC1649  HISTORY     - Date     Condition        Report By
 FC1649  HISTORY     - 1983     MONUMENTED       NGS
 FC1649
 FC1649                          STATION DESCRIPTION
 FC1649
 FC1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1649'2.3 KM (1.4 MI) EAST FROM MCDONALD.
 FC1649'2.3 KM (1.4 MI) EASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1649'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET IN THE SOUTHEAST ANGLE
 FC1649'OF A T-ROAD JUNCTION (PINE HILL ROAD), 11.61 METERS (38.1 FT) SOUTH OF
 FC1649'THE CENTERLINE OF THE HIGHWAY, 11.60 METERS (38.0 FT) EAST OF THE
 FC1649'CENTER OF PINE HILL ROAD, AND 3.44 METERS (11.3 FT) EAST OF THE
 FC1649'NORTHWEST CORNER OF A BARBED WIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO
 FC1649'REFUSAL.
 FC1649'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 FC1649'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1600 ***********************************************************************
 FC1600  DESIGNATION -  K 295
 FC1600  PID         -  FC1600
 FC1600  STATE/COUNTY-  TN/BLOUNT
 FC1600  USGS QUAD   -  TALLASSEE (1985)
 FC1600
 FC1600                         *CURRENT SURVEY CONTROL
 FC1600  ___________________________________________________________________
 FC1600* NAD 83(1986)-  35 32 51.     (N)    084 04 02.     (W)     SCALED    
 FC1600* NAVD 88     -       251.405  (meters)     824.82   (feet)  ADJUSTED  
 FC1600  ___________________________________________________________________
 FC1600  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1600  DYNAMIC HT  -         251.164 (meters)     824.03  (feet)  COMP
 FC1600  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 FC1600
 FC1600  VERT ORDER  -  FIRST     CLASS II
 FC1600
 FC1600.The horizontal coordinates were scaled from a topographic map and have
 FC1600.an estimated accuracy of +/- 6 seconds.
 FC1600
 FC1600.The orthometric height was determined by differential leveling
 FC1600.and adjusted by the National Geodetic Survey in June 1991..
 FC1600
 FC1600.The geoid height was determined by GEOID03.
 FC1600
 FC1600.The dynamic height is computed by dividing the NAVD 88
 FC1600.geopotential number by the normal gravity value computed on the
 FC1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1600.degrees latitude (g = 980.6199 gals.).
 FC1600
 FC1600.The modeled gravity was interpolated from observed gravity values.
 FC1600
 FC1600;                    North         East    Units  Estimated Accuracy
 FC1600;SPC TN       -   136,440.      775,240.      MT  (+/- 180 meters Scaled)
 FC1600
 FC1600                          SUPERSEDED SURVEY CONTROL
 FC1600
 FC1600  NGVD 29 (12/12/91)  251.519  (m)          825.19   (f) ADJUSTED    1 2
 FC1600
 FC1600.Superseded values are not recommended for survey control.
 FC1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1600.See file dsdata.txt to determine how the superseded data were derived.
 FC1600
 FC1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE658377(NAD 83)
 FC1600_MARKER: I = METAL ROD
 FC1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1600_SP_SET: STAINLESS STEEL ROD
 FC1600_STAMPING: K 295 1983
 FC1600_MARK LOGO: NGS   
 FC1600_PROJECTION: FLUSH
 FC1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1600_ROD/PIPE-DEPTH: 6.6  meters
 FC1600
 FC1600  HISTORY     - Date     Condition        Report By
 FC1600  HISTORY     - 1983     MONUMENTED       NGS
 FC1600
 FC1600                          STATION DESCRIPTION
 FC1600
 FC1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1600'IN TALLASSEE.
 FC1600'IN TALLASSEE, ON THE PROPERTY OF THE TALLASSEE STORE COMPANY, POST
 FC1600'OFFICE, AND GULF SERVICE STATION, 19.72 METERS (64.7 FT) NORTH OF THE
 FC1600'CENTERLINE OF THE HIGHWAY, 20.39 METERS (66.9 FT) EAST OF THE EAST
 FC1600'CORNER OF THE STORE AND POST OFFICE, 8.23 METERS (27.0 FT) WEST OF THE
 FC1600'CENTER OF A PAVED ROAD LEADING NORTHEAST, 0.79 METER (2.6 FT) EAST OF
 FC1600'A GULF SIGN.
 FC1600'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2122 ***********************************************************************
 FE2122  DESIGNATION -  K 297
 FE2122  PID         -  FE2122
 FE2122  STATE/COUNTY-  TN/MCNAIRY
 FE2122  USGS QUAD   -  CHEWALLA (1983)
 FE2122
 FE2122                         *CURRENT SURVEY CONTROL
 FE2122  ___________________________________________________________________
 FE2122* NAD 83(1986)-  35 04 01.     (N)    088 37 53.     (W)     SCALED    
 FE2122* NAVD 88     -       124.899  (meters)     409.77   (feet)  ADJUSTED  
 FE2122  ___________________________________________________________________
 FE2122  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE2122  DYNAMIC HT  -         124.781 (meters)     409.39  (feet)  COMP
 FE2122  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FE2122
 FE2122  VERT ORDER  -  FIRST     CLASS II
 FE2122
 FE2122.The horizontal coordinates were scaled from a topographic map and have
 FE2122.an estimated accuracy of +/- 6 seconds.
 FE2122
 FE2122.The orthometric height was determined by differential leveling
 FE2122.and adjusted by the National Geodetic Survey in June 1991..
 FE2122
 FE2122.The geoid height was determined by GEOID03.
 FE2122
 FE2122.The dynamic height is computed by dividing the NAVD 88
 FE2122.geopotential number by the normal gravity value computed on the
 FE2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2122.degrees latitude (g = 980.6199 gals.).
 FE2122
 FE2122.The modeled gravity was interpolated from observed gravity values.
 FE2122
 FE2122;                    North         East    Units  Estimated Accuracy
 FE2122;SPC TN       -    84,620.      360,000.      MT  (+/- 180 meters Scaled)
 FE2122
 FE2122                          SUPERSEDED SURVEY CONTROL
 FE2122
 FE2122.No superseded survey control is available for this station.
 FE2122
 FE2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD512816(NAD 83)
 FE2122_MARKER: I = METAL ROD
 FE2122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2122_SP_SET: STAINLESS STEEL ROD
 FE2122_STAMPING: K 297 1983
 FE2122_MARK LOGO: NGS   
 FE2122_PROJECTION: FLUSH
 FE2122_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2122+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2122_ROD/PIPE-DEPTH: 9.75 meters
 FE2122
 FE2122  HISTORY     - Date     Condition        Report By
 FE2122  HISTORY     - 1983     MONUMENTED       NGS
 FE2122  HISTORY     - 19970430 GOOD             USE
 FE2122  HISTORY     - 20020918 GOOD             USACE
 FE2122
 FE2122                          STATION DESCRIPTION
 FE2122
 FE2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2122'1.0 KM (0.6 MI) WEST FROM RAMER.
 FE2122'1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2122'RAMER TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) EAST OF A BRIDGE OVER
 FE2122'A SMALL CREEK, 8.87 METERS (29.1 FT) NORTH OF THE CENTERLINE OF THE
 FE2122'HIGHWAY, 5.06 METERS (16.6 FT) EAST OF THE APPROXIMATE CENTER OF A
 FE2122'DRIVEWAY TO A FRAME HOUSE, 3.57 METERS (11.7 FT) WEST-SOUTHWEST OF A
 FE2122'FIRE HYDRANT, 3.20 METERS (10.5 FT) NORTH-NORTHEAST OF A 2 FOOT
 FE2122'DIAMETER CONCRETE CULVERT, 1.74 METERS (5.7 FT) NORTH OF THE GUY WIRE
 FE2122'ANCHOR FOR A POWERLINE POLE, AND 1.04 METERS (3.4 FT) SOUTH OF A
 FE2122'POWERLINE POLE WITH A GUY WIRE.
 FE2122'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 FE2122'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2122
 FE2122                          STATION RECOVERY (1997)
 FE2122
 FE2122'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2122'AS DESCRIBED.
 FE2122
 FE2122                          STATION RECOVERY (2002)
 FE2122
 FE2122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2148 ***********************************************************************
 FE2148  DESIGNATION -  K 298
 FE2148  PID         -  FE2148
 FE2148  STATE/COUNTY-  TN/HARDEMAN
 FE2148  USGS QUAD   -  SAULSBURY (1981)
 FE2148
 FE2148                         *CURRENT SURVEY CONTROL
 FE2148  ___________________________________________________________________
 FE2148* NAD 83(1986)-  35 03 05.     (N)    089 01 42.     (W)     SCALED    
 FE2148* NAVD 88     -       148.254  (meters)     486.40   (feet)  ADJUSTED  
 FE2148  ___________________________________________________________________
 FE2148  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE2148  DYNAMIC HT  -         148.113 (meters)     485.93  (feet)  COMP
 FE2148  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FE2148
 FE2148  VERT ORDER  -  FIRST     CLASS II
 FE2148
 FE2148.The horizontal coordinates were scaled from a topographic map and have
 FE2148.an estimated accuracy of +/- 6 seconds.
 FE2148
 FE2148.The orthometric height was determined by differential leveling
 FE2148.and adjusted by the National Geodetic Survey in June 1991..
 FE2148
 FE2148.The geoid height was determined by GEOID03.
 FE2148
 FE2148.The dynamic height is computed by dividing the NAVD 88
 FE2148.geopotential number by the normal gravity value computed on the
 FE2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2148.degrees latitude (g = 980.6199 gals.).
 FE2148
 FE2148.The modeled gravity was interpolated from observed gravity values.
 FE2148
 FE2148;                    North         East    Units  Estimated Accuracy
 FE2148;SPC TN       -    83,940.      323,760.      MT  (+/- 180 meters Scaled)
 FE2148
 FE2148                          SUPERSEDED SURVEY CONTROL
 FE2148
 FE2148.No superseded survey control is available for this station.
 FE2148
 FE2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD150806(NAD 83)
 FE2148_MARKER: I = METAL ROD
 FE2148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2148_SP_SET: STAINLESS STEEL ROD
 FE2148_STAMPING: K 298 1983
 FE2148_MARK LOGO: NGS   
 FE2148_PROJECTION: FLUSH
 FE2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2148_ROD/PIPE-DEPTH: 11.0 meters
 FE2148
 FE2148  HISTORY     - Date     Condition        Report By
 FE2148  HISTORY     - 1983     MONUMENTED       NGS
 FE2148  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2148
 FE2148                          STATION DESCRIPTION
 FE2148
 FE2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2148'6.1 KM (3.8 MI) EAST FROM SAULSBURY.
 FE2148'6.1 KM (3.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2148'SAULSBURY, TO THE MARK ON THE RIGHT, AT A GATE TO A PASTURE,
 FE2148'15.15 METERS (49.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2148'3.72 METERS (12.2 FT) WEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 FE2148'TO A PASTURE, 0.91 METER (3.0 FT) EAST OF THE BOTTOM OF A BRACE POST
 FE2148'OF A GATE POST, 0.46 METER (1.5 FT) WEST OF A GATEPOST, AND
 FE2148'0.36 METERS (1.2 FT) NORTH OF THE FENCE LINE.
 FE2148'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2148'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2148
 FE2148                          STATION RECOVERY (2002)
 FE2148
 FE2148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2174 ***********************************************************************
 FE2174  DESIGNATION -  K 299
 FE2174  PID         -  FE2174
 FE2174  STATE/COUNTY-  TN/FAYETTE
 FE2174  USGS QUAD   -  ROSSVILLE (1981)
 FE2174
 FE2174                         *CURRENT SURVEY CONTROL
 FE2174  ___________________________________________________________________
 FE2174* NAD 83(1986)-  35 02 25.     (N)    089 31 20.     (W)     SCALED    
 FE2174* NAVD 88     -       107.390  (meters)     352.33   (feet)  ADJUSTED  
 FE2174  ___________________________________________________________________
 FE2174  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE2174  DYNAMIC HT  -         107.290 (meters)     352.00  (feet)  COMP
 FE2174  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FE2174
 FE2174  VERT ORDER  -  FIRST     CLASS II
 FE2174
 FE2174.The horizontal coordinates were scaled from a topographic map and have
 FE2174.an estimated accuracy of +/- 6 seconds.
 FE2174
 FE2174.The orthometric height was determined by differential leveling
 FE2174.and adjusted by the National Geodetic Survey in June 1991..
 FE2174
 FE2174.The geoid height was determined by GEOID03.
 FE2174
 FE2174.The dynamic height is computed by dividing the NAVD 88
 FE2174.geopotential number by the normal gravity value computed on the
 FE2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2174.degrees latitude (g = 980.6199 gals.).
 FE2174
 FE2174.The modeled gravity was interpolated from observed gravity values.
 FE2174
 FE2174;                    North         East    Units  Estimated Accuracy
 FE2174;SPC TN       -    84,220.      278,680.      MT  (+/- 180 meters Scaled)
 FE2174
 FE2174                          SUPERSEDED SURVEY CONTROL
 FE2174
 FE2174.No superseded survey control is available for this station.
 FE2174
 FE2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD699804(NAD 83)
 FE2174_MARKER: I = METAL ROD
 FE2174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2174_SP_SET: STAINLESS STEEL ROD
 FE2174_STAMPING: K 299 1983
 FE2174_MARK LOGO: NGS   
 FE2174_PROJECTION: FLUSH
 FE2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2174+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2174_ROD/PIPE-DEPTH: 9.75 meters
 FE2174
 FE2174  HISTORY     - Date     Condition        Report By
 FE2174  HISTORY     - 1983     MONUMENTED       NGS
 FE2174  HISTORY     - 20020410 GOOD             USACE
 FE2174
 FE2174                          STATION DESCRIPTION
 FE2174
 FE2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2174'2.6 KM (1.6 MI) EAST FROM ROSSVILLE.
 FE2174'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2174'ROSSVILLE, THENCE 2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 57 TO THE
 FE2174'MARK ON THE RIGHT, 13.56 METERS (44.5 FT) SOUTH OF THE CENTERLINE OF
 FE2174'THE HIGHWAY, 12.37 METERS (40.6 FT) EAST-SOUTHEAST OF A POWERLINE
 FE2174'POLE, 3.05 METERS (10.0 FT) WEST OF THE CENTER OF A DRIVEWAY,
 FE2174'1.22 METERS (4.0 FT) WEST OF THE WEST STONE MONUMENT (ENTRANCE
 FE2174'MARKER), AND 0.91 METER (3.0 FT) NORTH OF A FENCE LINE.
 FE2174'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2174'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2174
 FE2174                          STATION RECOVERY (2002)
 FE2174
 FE2174'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0447 ***********************************************************************
 GC0447  DESIGNATION -  K 3
 GC0447  PID         -  GC0447
 GC0447  STATE/COUNTY-  TN/DAVIDSON
 GC0447  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0447
 GC0447                         *CURRENT SURVEY CONTROL
 GC0447  ___________________________________________________________________
 GC0447* NAD 83(1986)-  36 09 56.     (N)    086 47 26.     (W)     SCALED    
 GC0447* NAVD 88     -       133.856  (meters)     439.16   (feet)  ADJUSTED  
 GC0447  ___________________________________________________________________
 GC0447  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0447  DYNAMIC HT  -         133.741 (meters)     438.78  (feet)  COMP
 GC0447  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0447
 GC0447  VERT ORDER  -  FIRST     CLASS II
 GC0447
 GC0447.The horizontal coordinates were scaled from a topographic map and have
 GC0447.an estimated accuracy of +/- 6 seconds.
 GC0447
 GC0447.The orthometric height was determined by differential leveling
 GC0447.and adjusted by the National Geodetic Survey in June 1991..
 GC0447.WARNING-Repeat measurements at this control monument indicate possible
 GC0447.vertical movement.
 GC0447
 GC0447.The geoid height was determined by GEOID03.
 GC0447
 GC0447.The dynamic height is computed by dividing the NAVD 88
 GC0447.geopotential number by the normal gravity value computed on the
 GC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0447.degrees latitude (g = 980.6199 gals.).
 GC0447
 GC0447.The modeled gravity was interpolated from observed gravity values.
 GC0447
 GC0447;                    North         East    Units  Estimated Accuracy
 GC0447;SPC TN       -   203,570.      528,870.      MT  (+/- 180 meters Scaled)
 GC0447
 GC0447                          SUPERSEDED SURVEY CONTROL
 GC0447
 GC0447  NGVD 29 (??/??/92)  133.883  (m)          439.25   (f) ADJ UNCH    1 2
 GC0447
 GC0447.Superseded values are not recommended for survey control.
 GC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0447.See file dsdata.txt to determine how the superseded data were derived.
 GC0447
 GC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF188023(NAD 83)
 GC0447_MARKER: DB = BENCH MARK DISK
 GC0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0447_SP_SET: OVERPASS
 GC0447_STAMPING: K 3 1921 ELEV 439.622 FT
 GC0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0447
 GC0447  HISTORY     - Date     Condition        Report By
 GC0447  HISTORY     - 1921     MONUMENTED       CGS
 GC0447  HISTORY     - 1948     GOOD             NGS
 GC0447  HISTORY     - 1949     GOOD             NGS
 GC0447
 GC0447                          STATION DESCRIPTION
 GC0447
 GC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0447'AT NASHVILLE.
 GC0447'AT NASHVILLE, ABOUT 0.65 MILE NORTH ALONG THE NASHVILLE,
 GC0447'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE UNION STATION, SET
 GC0447'IN THE TOP OF THE NORTHEAST END OF THE CONCRETE BACK WALL OF THE
 GC0447'NORTHWEST ABUTMENT OF THE OVERPASS OVER JO JOHNSTON AVENUE, 6
 GC0447'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHWEST BOUND TRACK
 GC0447'AND ABOUT 1/2 FOOT BELOW THE TRACK LEVEL.
 GC0447
 GC0447                          STATION RECOVERY (1949)
 GC0447
 GC0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0286 ***********************************************************************
 FD0286  DESIGNATION -  K 30
 FD0286  PID         -  FD0286
 FD0286  STATE/COUNTY-  TN/MAURY
 FD0286  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0286
 FD0286                         *CURRENT SURVEY CONTROL
 FD0286  ___________________________________________________________________
 FD0286* NAD 83(1986)-  35 24 25.     (N)    086 59 33.     (W)     SCALED    
 FD0286* NAVD 88     -       273.355  (meters)     896.83   (feet)  ADJUSTED  
 FD0286  ___________________________________________________________________
 FD0286  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0286  DYNAMIC HT  -         273.103 (meters)     896.01  (feet)  COMP
 FD0286  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FD0286
 FD0286  VERT ORDER  -  SECOND    CLASS 0
 FD0286
 FD0286.The horizontal coordinates were scaled from a topographic map and have
 FD0286.an estimated accuracy of +/- 6 seconds.
 FD0286
 FD0286.The orthometric height was determined by differential leveling
 FD0286.and adjusted by the National Geodetic Survey in June 1991..
 FD0286
 FD0286.The geoid height was determined by GEOID03.
 FD0286
 FD0286.The dynamic height is computed by dividing the NAVD 88
 FD0286.geopotential number by the normal gravity value computed on the
 FD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0286.degrees latitude (g = 980.6199 gals.).
 FD0286
 FD0286.The modeled gravity was interpolated from observed gravity values.
 FD0286
 FD0286;                    North         East    Units  Estimated Accuracy
 FD0286;SPC TN       -   119,570.      509,850.      MT  (+/- 180 meters Scaled)
 FD0286
 FD0286                          SUPERSEDED SURVEY CONTROL
 FD0286
 FD0286  NGVD 29 (??/??/92)  273.317  (m)          896.71   (f) ADJ UNCH    2 0
 FD0286
 FD0286.Superseded values are not recommended for survey control.
 FD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0286.See file dsdata.txt to determine how the superseded data were derived.
 FD0286
 FD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE006181(NAD 83)
 FD0286_MARKER: DB = BENCH MARK DISK
 FD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0286_STAMPING: K 30 1934
 FD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0286+STABILITY: SURFACE MOTION
 FD0286
 FD0286  HISTORY     - Date     Condition        Report By
 FD0286  HISTORY     - 1934     MONUMENTED       CGS
 FD0286
 FD0286                          STATION DESCRIPTION
 FD0286
 FD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0286'2.1 MI N FROM LYNNVILLE.
 FD0286'IN MAURY COUNTY, 2.1 MILES NORTH ALONG THE LOUISVILLE AND
 FD0286'NASHVILLE RAILROAD FROM LYNNVILLE, GILES COUNTY, AT DODSONS,
 FD0286'55 FEET EAST AND 12 FEET NORTH OF THE STATION AND TELEPHONE
 FD0286'HOUSE, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 FD0286'EAST OF A FENCE.  A STANDARD DISK, STAMPED K 30 1934 AND SET
 FD0286'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1770 ***********************************************************************
 FF1770  DESIGNATION -  K 300
 FF1770  PID         -  FF1770
 FF1770  STATE/COUNTY-  TN/SHELBY
 FF1770  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1770
 FF1770                         *CURRENT SURVEY CONTROL
 FF1770  ___________________________________________________________________
 FF1770* NAD 83(1986)-  35 07 07.     (N)    090 03 16.     (W)     SCALED    
 FF1770* NAVD 88     -        91.423  (meters)     299.94   (feet)  ADJUSTED  
 FF1770  ___________________________________________________________________
 FF1770  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1770  DYNAMIC HT  -          91.340 (meters)     299.67  (feet)  COMP
 FF1770  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FF1770
 FF1770  VERT ORDER  -  FIRST     CLASS II
 FF1770
 FF1770.The horizontal coordinates were scaled from a topographic map and have
 FF1770.an estimated accuracy of +/- 6 seconds.
 FF1770
 FF1770.The orthometric height was determined by differential leveling
 FF1770.and adjusted by the National Geodetic Survey in June 1991..
 FF1770
 FF1770.The geoid height was determined by GEOID03.
 FF1770
 FF1770.The dynamic height is computed by dividing the NAVD 88
 FF1770.geopotential number by the normal gravity value computed on the
 FF1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1770.degrees latitude (g = 980.6199 gals.).
 FF1770
 FF1770.The modeled gravity was interpolated from observed gravity values.
 FF1770
 FF1770;                    North         East    Units  Estimated Accuracy
 FF1770;SPC TN       -    94,780.      230,510.      MT  (+/- 180 meters Scaled)
 FF1770
 FF1770                          SUPERSEDED SURVEY CONTROL
 FF1770
 FF1770.No superseded survey control is available for this station.
 FF1770
 FF1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU684901(NAD 83)
 FF1770_MARKER: I = METAL ROD
 FF1770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF1770_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF1770_STAMPING: K 300 1983
 FF1770_MARK LOGO: NGS   
 FF1770_PROJECTION: RECESSED 4 CENTIMETERS
 FF1770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1770+STABILITY: POSITION/ELEVATION WELL
 FF1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1770+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF1770_ROD/PIPE-DEPTH: 12.2 meters
 FF1770_SLEEVE-DEPTH  : 6.09 meters
 FF1770
 FF1770  HISTORY     - Date     Condition        Report By
 FF1770  HISTORY     - 1983     MONUMENTED       NGS
 FF1770  HISTORY     - 19950625 GOOD             TN1620
 FF1770  HISTORY     - 20021030 GOOD             USACE
 FF1770
 FF1770                          STATION DESCRIPTION
 FF1770
 FF1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FF1770'IN MEMPHIS.
 FF1770'IN MEMPHIS, SET IN THE FRONT LAWN OF THE JOHN GASTON COMMUNITY CENTER
 FF1770'BUILDING, LOCATED IN THE SOUTHWEST PART OF MEMPHIS AT 1046 THIRD
 FF1770'STREET, 0.3 KM (0.2 MI) NORTH OF EAST MCLEMORE AVENUE, 13.26 METERS
 FF1770'(43.5 FT) WEST OF THE WEST CURB OF SOUTH THIRD STREET, 29.87 METERS
 FF1770'(98.0 FT) WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 2.43 METERS
 FF1770'(8.0 FT) NORTHEAST OF THE SOUTHERNMOST METAL POST SUPPORTING THE SIGN
 FF1770'FOR GASTON PARK (MEMPHIS PARK COMMISSION), 17.37 METERS (57.0 FT)
 FF1770'SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE TO
 FF1770'THE BUILDING, AND 29.56 METERS (97.0 FT) SOUTHWEST OF THE FLAGPOLE.
 FF1770'THE MARK IS 1.83 M BELOW THIRD STREET.
 FF1770
 FF1770                          STATION RECOVERY (1995)
 FF1770
 FF1770'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF1770'RECOVERED IN GOOD CONDITION.
 FF1770
 FF1770                          STATION RECOVERY (2002)
 FF1770
 FF1770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1361 ***********************************************************************
 FD1361  DESIGNATION -  K 301
 FD1361  PID         -  FD1361
 FD1361  STATE/COUNTY-  TN/LAWRENCE
 FD1361  USGS QUAD   -  LORETTO (1976)
 FD1361
 FD1361                         *CURRENT SURVEY CONTROL
 FD1361  ___________________________________________________________________
 FD1361* NAD 83(1986)-  35 06 36.     (N)    087 24 25.     (W)     SCALED    
 FD1361* NAVD 88     -       266.803  (meters)     875.34   (feet)  ADJUSTED  
 FD1361  ___________________________________________________________________
 FD1361  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD1361  DYNAMIC HT  -         266.548 (meters)     874.50  (feet)  COMP
 FD1361  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FD1361
 FD1361  VERT ORDER  -  FIRST     CLASS II
 FD1361
 FD1361.The horizontal coordinates were scaled from a topographic map and have
 FD1361.an estimated accuracy of +/- 6 seconds.
 FD1361
 FD1361.The orthometric height was determined by differential leveling
 FD1361.and adjusted by the National Geodetic Survey in June 1991..
 FD1361
 FD1361.The geoid height was determined by GEOID03.
 FD1361
 FD1361.The dynamic height is computed by dividing the NAVD 88
 FD1361.geopotential number by the normal gravity value computed on the
 FD1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1361.degrees latitude (g = 980.6199 gals.).
 FD1361
 FD1361.The modeled gravity was interpolated from observed gravity values.
 FD1361
 FD1361;                    North         East    Units  Estimated Accuracy
 FD1361;SPC TN       -    87,090.      471,740.      MT  (+/- 180 meters Scaled)
 FD1361
 FD1361                          SUPERSEDED SURVEY CONTROL
 FD1361
 FD1361.No superseded survey control is available for this station.
 FD1361
 FD1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD629853(NAD 83)
 FD1361_MARKER: I = METAL ROD
 FD1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1361_SP_SET: STAINLESS STEEL ROD
 FD1361_STAMPING: K 301 1983
 FD1361_MARK LOGO: NGS   
 FD1361_PROJECTION: FLUSH
 FD1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1361_ROD/PIPE-DEPTH: 4.87 meters
 FD1361
 FD1361  HISTORY     - Date     Condition        Report By
 FD1361  HISTORY     - 1983     MONUMENTED       NGS
 FD1361
 FD1361                          STATION DESCRIPTION
 FD1361
 FD1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1361'4.4 KM (2.75 MI) NORTH FROM LORETTO.
 FD1361'4.4 KM (2.75 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1361'LORETTO TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTH OF GLENDALE
 FD1361'ROAD, 14.51 METERS (47.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FD1361'HIGHWAY, 3.38 METERS (11.1 FT) SOUTH OF POWERLINE POLE NUMBER 176, AND
 FD1361'1.67 METERS (5.5 FT) NORTHWEST OF THE WEST BRACE POLE OF A BILLBOARD.
 FD1361'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FD1361'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1393 ***********************************************************************
 FD1393  DESIGNATION -  K 302
 FD1393  PID         -  FD1393
 FD1393  STATE/COUNTY-  TN/WILLIAMSON
 FD1393  USGS QUAD   -  SPRING HILL (1979)
 FD1393
 FD1393                         *CURRENT SURVEY CONTROL
 FD1393  ___________________________________________________________________
 FD1393* NAD 83(1986)-  35 49 24.     (N)    086 53 10.     (W)     SCALED    
 FD1393* NAVD 88     -       238.457  (meters)     782.34   (feet)  ADJUSTED  
 FD1393  ___________________________________________________________________
 FD1393  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1393  DYNAMIC HT  -         238.246 (meters)     781.65  (feet)  COMP
 FD1393  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD1393
 FD1393  VERT ORDER  -  FIRST     CLASS II
 FD1393
 FD1393.The horizontal coordinates were scaled from a topographic map and have
 FD1393.an estimated accuracy of +/- 6 seconds.
 FD1393
 FD1393.The orthometric height was determined by differential leveling
 FD1393.and adjusted by the National Geodetic Survey in June 1991..
 FD1393
 FD1393.The geoid height was determined by GEOID03.
 FD1393
 FD1393.The dynamic height is computed by dividing the NAVD 88
 FD1393.geopotential number by the normal gravity value computed on the
 FD1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1393.degrees latitude (g = 980.6199 gals.).
 FD1393
 FD1393.The modeled gravity was interpolated from observed gravity values.
 FD1393
 FD1393;                    North         East    Units  Estimated Accuracy
 FD1393;SPC TN       -   165,680.      519,930.      MT  (+/- 180 meters Scaled)
 FD1393
 FD1393                          SUPERSEDED SURVEY CONTROL
 FD1393
 FD1393.No superseded survey control is available for this station.
 FD1393
 FD1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102643(NAD 83)
 FD1393_MARKER: I = METAL ROD
 FD1393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1393_SP_SET: STAINLESS STEEL ROD
 FD1393_STAMPING: K 302 1984
 FD1393_MARK LOGO: NGS   
 FD1393_PROJECTION: RECESSED 3 CENTIMETERS
 FD1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1393_ROD/PIPE-DEPTH: 8.22 meters
 FD1393
 FD1393  HISTORY     - Date     Condition        Report By
 FD1393  HISTORY     - 1984     MONUMENTED       NGS
 FD1393
 FD1393                          STATION DESCRIPTION
 FD1393
 FD1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1393'8.8 KM (5.05 MI) NORTH FROM SPRING HILL.
 FD1393'8.8 KM (5.5 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1393'SPRING HILL TO THE MARK SET BY A POWER POLE AT THE CROSSING OF A METAL
 FD1393'CATTLE GUARD CROSSING LEADING TO A WHITE HOUSE, 12.49 METERS (41.0 FT)
 FD1393'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.55 METERS (21.5 FT)
 FD1393'SOUTHWEST OF THE CENTER OF A METAL CATTLE GUARD, 1.10 METERS (3.6 FT)
 FD1393'SOUTHEAST OF A POWERLINE POLE AND AT A POINT WHERE THE POWERLINES
 FD1393'CROSS THE HIGHWAY, 5.02 METERS (16.5 FT) SOUTH OF THE CENTER OF A
 FD1393'GRAVEL DRIVEWAY, AND 2.31 METERS (7.6 FT) EAST-SOUTHEAST OF A WOOD
 FD1393'FENCE CORNER.
 FD1393'THE MARK IS 2.43 METERS  ESE FROM A WITNESS POST.
 FD1393'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1970 ***********************************************************************
 GC1970  DESIGNATION -  K 303
 GC1970  PID         -  GC1970
 GC1970  STATE/COUNTY-  TN/DAVIDSON
 GC1970  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1970
 GC1970                         *CURRENT SURVEY CONTROL
 GC1970  ___________________________________________________________________
 GC1970* NAD 83(1986)-  36 10 12.     (N)    086 48 25.     (W)     SCALED    
 GC1970* NAVD 88     -       147.081  (meters)     482.55   (feet)  ADJUSTED  
 GC1970  ___________________________________________________________________
 GC1970  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1970  DYNAMIC HT  -         146.954 (meters)     482.13  (feet)  COMP
 GC1970  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GC1970
 GC1970  VERT ORDER  -  FIRST     CLASS II
 GC1970
 GC1970.The horizontal coordinates were scaled from a topographic map and have
 GC1970.an estimated accuracy of +/- 6 seconds.
 GC1970
 GC1970.The orthometric height was determined by differential leveling
 GC1970.and adjusted by the National Geodetic Survey in June 1991..
 GC1970
 GC1970.The geoid height was determined by GEOID03.
 GC1970
 GC1970.The dynamic height is computed by dividing the NAVD 88
 GC1970.geopotential number by the normal gravity value computed on the
 GC1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1970.degrees latitude (g = 980.6199 gals.).
 GC1970
 GC1970.The modeled gravity was interpolated from observed gravity values.
 GC1970
 GC1970;                    North         East    Units  Estimated Accuracy
 GC1970;SPC TN       -   204,080.      527,400.      MT  (+/- 180 meters Scaled)
 GC1970
 GC1970                          SUPERSEDED SURVEY CONTROL
 GC1970
 GC1970.No superseded survey control is available for this station.
 GC1970
 GC1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF173028(NAD 83)
 GC1970_MARKER: DB = BENCH MARK DISK
 GC1970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1970_SP_SET: HEADWALL OF OVERPASS
 GC1970_STAMPING: K 303 1984
 GC1970_MARK LOGO: NGS   
 GC1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1970
 GC1970  HISTORY     - Date     Condition        Report By
 GC1970  HISTORY     - 1984     MONUMENTED       NGS
 GC1970
 GC1970                          STATION DESCRIPTION
 GC1970
 GC1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1970'IN NASHVILLE.
 GC1970'IN NASHVILLE, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE D.B.
 GC1970'TODD BOULEVARD OVERPASS OVER INTERSTATE HIGHWAY 40 WEST, 1.67 METERS
 GC1970'(5.5 FT) EAST OF THE EAST CURB OF TODD BOULEVARD, 51.51 METERS
 GC1970'(169.0 FT) NORTH OF THE CENTERLINE OF JEFFERSON STREET, 5.76 METERS
 GC1970'(18.9 FT) NORTH-NORTHEAST OF A POWERLINE POLE NUMBER 8555-269 WITH A
 GC1970'STREET LIGHT AND TWO TRANSFORMERS, 0.39 METERS (1.3 FT) WEST OF THE
 GC1970'WEST END OF A CHAIN LINK FENCE, AND 0.30 METERS (1.0 FT) SOUTH OF A
 GC1970'METAL GUARD RAIL ON THE OVERPASS.
 GC1970'THE MARK IS 0.91 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1981 ***********************************************************************
 GC1981  DESIGNATION -  K 304
 GC1981  PID         -  GC1981
 GC1981  STATE/COUNTY-  TN/CHEATHAM
 GC1981  USGS QUAD   -  ASHLAND CITY (1987)
 GC1981
 GC1981                         *CURRENT SURVEY CONTROL
 GC1981  ___________________________________________________________________
 GC1981* NAD 83(1986)-  36 15 10.     (N)    087 02 07.     (W)     SCALED    
 GC1981* NAVD 88     -       127.412  (meters)     418.02   (feet)  ADJUSTED  
 GC1981  ___________________________________________________________________
 GC1981  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1981  DYNAMIC HT  -         127.303 (meters)     417.66  (feet)  COMP
 GC1981  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GC1981
 GC1981  VERT ORDER  -  FIRST     CLASS II
 GC1981
 GC1981.The horizontal coordinates were scaled from a topographic map and have
 GC1981.an estimated accuracy of +/- 6 seconds.
 GC1981
 GC1981.The orthometric height was determined by differential leveling
 GC1981.and adjusted by the National Geodetic Survey in June 1991..
 GC1981
 GC1981.The geoid height was determined by GEOID03.
 GC1981
 GC1981.The dynamic height is computed by dividing the NAVD 88
 GC1981.geopotential number by the normal gravity value computed on the
 GC1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1981.degrees latitude (g = 980.6199 gals.).
 GC1981
 GC1981.The modeled gravity was interpolated from observed gravity values.
 GC1981
 GC1981;                    North         East    Units  Estimated Accuracy
 GC1981;SPC TN       -   213,460.      506,960.      MT  (+/- 180 meters Scaled)
 GC1981
 GC1981                          SUPERSEDED SURVEY CONTROL
 GC1981
 GC1981.No superseded survey control is available for this station.
 GC1981
 GC1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF968119(NAD 83)
 GC1981_MARKER: I = METAL ROD
 GC1981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1981_SP_SET: STAINLESS STEEL ROD
 GC1981_STAMPING: K 304 1984
 GC1981_MARK LOGO: NGS   
 GC1981_PROJECTION: FLUSH
 GC1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1981_ROD/PIPE-DEPTH: 4.88 meters
 GC1981
 GC1981  HISTORY     - Date     Condition        Report By
 GC1981  HISTORY     - 1984     MONUMENTED       NGS
 GC1981
 GC1981                          STATION DESCRIPTION
 GC1981
 GC1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1981'3.8 KM (2.35 MI) SE FROM ASHLAND CITY.
 GC1981'3.8 KM (2.35 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1981'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE RIGHT, 8.63 METERS
 GC1981'(28.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.71 METERS
 GC1981'(5.6 FT) NORTHEAST OF A BARBWIRE FENCE, AND 1.22 METERS (4.0 FT)
 GC1981'SOUTHEAST OF POWERLINE POLE NUMBER 30.
 GC1981'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC1981'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2008 ***********************************************************************
 GC2008  DESIGNATION -  K 305
 GC2008  PID         -  GC2008
 GC2008  STATE/COUNTY-  TN/MONTGOMERY
 GC2008  USGS QUAD   -  HENRIETTA (1983)
 GC2008
 GC2008                         *CURRENT SURVEY CONTROL
 GC2008  ___________________________________________________________________
 GC2008* NAD 83(1986)-  36 27 49.     (N)    087 14 21.     (W)     SCALED    
 GC2008* NAVD 88     -       160.262  (meters)     525.79   (feet)  ADJUSTED  
 GC2008  ___________________________________________________________________
 GC2008  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2008  DYNAMIC HT  -         160.129 (meters)     525.36  (feet)  COMP
 GC2008  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GC2008
 GC2008  VERT ORDER  -  FIRST     CLASS II
 GC2008
 GC2008.The horizontal coordinates were scaled from a topographic map and have
 GC2008.an estimated accuracy of +/- 6 seconds.
 GC2008
 GC2008.The orthometric height was determined by differential leveling
 GC2008.and adjusted by the National Geodetic Survey in June 1991..
 GC2008
 GC2008.The geoid height was determined by GEOID03.
 GC2008
 GC2008.The dynamic height is computed by dividing the NAVD 88
 GC2008.geopotential number by the normal gravity value computed on the
 GC2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2008.degrees latitude (g = 980.6199 gals.).
 GC2008
 GC2008.The modeled gravity was interpolated from observed gravity values.
 GC2008
 GC2008;                    North         East    Units  Estimated Accuracy
 GC2008;SPC TN       -   237,060.      488,930.      MT  (+/- 180 meters Scaled)
 GC2008
 GC2008                          SUPERSEDED SURVEY CONTROL
 GC2008
 GC2008.No superseded survey control is available for this station.
 GC2008
 GC2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF785353(NAD 83)
 GC2008_MARKER: I = METAL ROD
 GC2008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2008_SP_SET: STAINLESS STEEL ROD
 GC2008_STAMPING: K 305 1984
 GC2008_MARK LOGO: NGS   
 GC2008_PROJECTION: RECESSED 8 CENTIMETERS
 GC2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2008_ROD/PIPE-DEPTH: 12.2 meters
 GC2008
 GC2008  HISTORY     - Date     Condition        Report By
 GC2008  HISTORY     - 1984     MONUMENTED       NGS
 GC2008
 GC2008                          STATION DESCRIPTION
 GC2008
 GC2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2008'18.0 KM (11.2 MI) NW FROM CHEAP HILL.
 GC2008'18.0 KM (11.2 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2008'OFFICE IN CHEAP HILL TO THE MARK ON THE LEFT, AT THE DRIVEWAY LEADING
 GC2008'TO THE MCADOO CUMBERLAND PRESBYTERIAN CHURCH, 16.82 METERS (55.2 FT)
 GC2008'WEST OF THE CENTERLINE OF THE HIGHWAY, 19.81 METERS (65.0 FT)
 GC2008'NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE CHURCH,
 GC2008'11.55 METERS (37.9 FT) SOUTH-SOUTHWEST OF THE WEST ANCHOR POLE OF A
 GC2008'SIGN FOR THE CHURCH, AND 0.37 METERS (1.2 FT) EAST OF A BARBWIRE
 GC2008'FENCE.
 GC2008'THE MARK IS 0.64 METERS  SSE FROM A WITNESS POST.
 GC2008'THE MARK IS 0.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2932 ***********************************************************************
 AJ2932  DESIGNATION -  K 307
 AJ2932  PID         -  AJ2932
 AJ2932  STATE/COUNTY-  TN/TROUSDALE
 AJ2932  USGS QUAD   -  BETHPAGE (1994)
 AJ2932
 AJ2932                         *CURRENT SURVEY CONTROL
 AJ2932  ___________________________________________________________________
 AJ2932* NAD 83(1986)-  36 23 23.     (N)    086 15 05.     (W)     SCALED    
 AJ2932* NAVD 88     -       162.633  (meters)     533.57   (feet)  ADJUSTED  
 AJ2932  ___________________________________________________________________
 AJ2932  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AJ2932  DYNAMIC HT  -         162.499 (meters)     533.13  (feet)  COMP
 AJ2932  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 AJ2932
 AJ2932  VERT ORDER  -  SECOND    CLASS I
 AJ2932
 AJ2932.The horizontal coordinates were scaled from a topographic map and have
 AJ2932.an estimated accuracy of +/- 6 seconds.
 AJ2932
 AJ2932.The orthometric height was determined by differential leveling
 AJ2932.and adjusted by the National Geodetic Survey in July 2002..
 AJ2932.No vertical observational check was made to the station.
 AJ2932
 AJ2932.The geoid height was determined by GEOID03.
 AJ2932
 AJ2932.The dynamic height is computed by dividing the NAVD 88
 AJ2932.geopotential number by the normal gravity value computed on the
 AJ2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2932.degrees latitude (g = 980.6199 gals.).
 AJ2932
 AJ2932.The modeled gravity was interpolated from observed gravity values.
 AJ2932
 AJ2932;                    North         East    Units  Estimated Accuracy
 AJ2932;SPC TN       -   228,190.      577,450.      MT  (+/- 180 meters Scaled)
 AJ2932
 AJ2932                          SUPERSEDED SURVEY CONTROL
 AJ2932
 AJ2932.No superseded survey control is available for this station.
 AJ2932
 AJ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF671274(NAD 83)
 AJ2932_MARKER: DV = VERTICAL CONTROL DISK
 AJ2932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2932_SP_SET: BRIDGE ABUTMENT
 AJ2932_STAMPING: K 307 2001
 AJ2932_MARK LOGO: NGS   
 AJ2932_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2932+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2932
 AJ2932  HISTORY     - Date     Condition        Report By
 AJ2932  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2932
 AJ2932                          STATION DESCRIPTION
 AJ2932
 AJ2932'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2932'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2932'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2932'HIGHWAY 141), THENCE 8.4 KM WESTERLY ALONG STATE HIGHWAY 25, IN
 AJ2932'TOP OF AND 2.3 KM NORTH OF THE SOUTH END OF THE WEST CONCRETE
 AJ2932'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING ROCKY CREEK, 5.4 M SOUTH
 AJ2932'OF THE HIGHWAY CENTERLINE, AND 0.3 M ABOVE THE LEVEL OF THE
 AJ2932'HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2932'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1222 ***********************************************************************
 FD1222  DESIGNATION -  K 31 RESET
 FD1222  PID         -  FD1222
 FD1222  STATE/COUNTY-  TN/LEWIS
 FD1222  USGS QUAD   -  GRAVES SPRING (1968)
 FD1222
 FD1222                         *CURRENT SURVEY CONTROL
 FD1222  ___________________________________________________________________
 FD1222* NAD 83(1986)-  35 33 20.     (N)    087 37 56.     (W)     SCALED    
 FD1222* NAVD 88     -       295.790  (meters)     970.44   (feet)  ADJUSTED  
 FD1222  ___________________________________________________________________
 FD1222  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1222  DYNAMIC HT  -         295.514 (meters)     969.53  (feet)  COMP
 FD1222  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FD1222
 FD1222  VERT ORDER  -  FIRST     CLASS II
 FD1222
 FD1222.The horizontal coordinates were scaled from a topographic map and have
 FD1222.an estimated accuracy of +/- 6 seconds.
 FD1222
 FD1222.The orthometric height was determined by differential leveling
 FD1222.and adjusted by the National Geodetic Survey in June 1991..
 FD1222
 FD1222.The geoid height was determined by GEOID03.
 FD1222
 FD1222.The dynamic height is computed by dividing the NAVD 88
 FD1222.geopotential number by the normal gravity value computed on the
 FD1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1222.degrees latitude (g = 980.6199 gals.).
 FD1222
 FD1222.The modeled gravity was interpolated from observed gravity values.
 FD1222
 FD1222;                    North         East    Units  Estimated Accuracy
 FD1222;SPC TN       -   136,840.      452,020.      MT  (+/- 180 meters Scaled)
 FD1222
 FD1222                          SUPERSEDED SURVEY CONTROL
 FD1222
 FD1222  NGVD 29 (??/??/92)  295.766  (m)          970.36   (f) ADJ UNCH    1 2
 FD1222
 FD1222.Superseded values are not recommended for survey control.
 FD1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1222.See file dsdata.txt to determine how the superseded data were derived.
 FD1222
 FD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE427348(NAD 83)
 FD1222_MARKER: DB = BENCH MARK DISK
 FD1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1222_STAMPING: K 31 1934 RESET 1949
 FD1222_MARK LOGO: CGS   
 FD1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1222+STABILITY: SURFACE MOTION
 FD1222
 FD1222  HISTORY     - Date     Condition        Report By
 FD1222  HISTORY     - 1949     MONUMENTED       CGS
 FD1222  HISTORY     - 1953     GOOD             NGS
 FD1222
 FD1222                          STATION DESCRIPTION
 FD1222
 FD1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1222'4.8 MI W FROM HOHENWALD.
 FD1222'ABOUT 4.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1222'NATIONAL BANK AT HOHENWALD, 185 YARDS WEST OF THE JUNCTION OF A
 FD1222'GRAVEL ROAD NORTH, 53.5 FEET NORTH OF THE CENTER LINE OF THE
 FD1222'HIGHWAY, 29 FEET EAST OF A 6-INCH HICKORY TREE, 11 FEET
 FD1222'EAST-NORTHEAST OF A TRIPLE TRUNK 3-INCH OAK TREE, 2 FEET EAST OF
 FD1222'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FD1222'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1222
 FD1222                          STATION RECOVERY (1953)
 FD1222
 FD1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0299 ***********************************************************************
 FD0299  DESIGNATION -  K 32
 FD0299  PID         -  FD0299
 FD0299  STATE/COUNTY-  TN/MARSHALL
 FD0299  USGS QUAD   -  LEWISBURG (1981)
 FD0299
 FD0299                         *CURRENT SURVEY CONTROL
 FD0299  ___________________________________________________________________
 FD0299* NAD 83(1986)-  35 27 00.     (N)    086 47 20.     (W)     SCALED    
 FD0299* NAVD 88     -       224.517  (meters)     736.60   (feet)  ADJUSTED  
 FD0299  ___________________________________________________________________
 FD0299  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0299  DYNAMIC HT  -         224.314 (meters)     735.94  (feet)  COMP
 FD0299  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FD0299
 FD0299  VERT ORDER  -  FIRST     CLASS II
 FD0299
 FD0299.The horizontal coordinates were scaled from a topographic map and have
 FD0299.an estimated accuracy of +/- 6 seconds.
 FD0299
 FD0299.The orthometric height was determined by differential leveling
 FD0299.and adjusted by the National Geodetic Survey in June 1991..
 FD0299
 FD0299.The geoid height was determined by GEOID03.
 FD0299
 FD0299.The dynamic height is computed by dividing the NAVD 88
 FD0299.geopotential number by the normal gravity value computed on the
 FD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0299.degrees latitude (g = 980.6199 gals.).
 FD0299
 FD0299.The modeled gravity was interpolated from observed gravity values.
 FD0299
 FD0299;                    North         East    Units  Estimated Accuracy
 FD0299;SPC TN       -   124,180.      528,380.      MT  (+/- 180 meters Scaled)
 FD0299
 FD0299                          SUPERSEDED SURVEY CONTROL
 FD0299
 FD0299  NGVD 29 (??/??/92)  224.494  (m)          736.53   (f) ADJ UNCH    1 2
 FD0299
 FD0299.Superseded values are not recommended for survey control.
 FD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0299.See file dsdata.txt to determine how the superseded data were derived.
 FD0299
 FD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE191229(NAD 83)
 FD0299_MARKER: DB = BENCH MARK DISK
 FD0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0299_STAMPING: K 32 1934
 FD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0299+STABILITY: SURFACE MOTION
 FD0299
 FD0299  HISTORY     - Date     Condition        Report By
 FD0299  HISTORY     - 1934     MONUMENTED       CGS
 FD0299  HISTORY     - 1949     GOOD             NGS
 FD0299  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0299
 FD0299                          STATION DESCRIPTION
 FD0299
 FD0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0299'AT LEWISBURG.
 FD0299'AT LEWISBURG, AT THE NORTHWEST CORNER OF THE PUBLIC SQUARE,
 FD0299'AT THE MINNICH HOTEL, 118 FEET NORTH OF THE NORTHWEST CORNER
 FD0299'OF THE PUBLIC SQUARE, 4 1/2 FEET EAST OF THE EAST WALL OF THE
 FD0299'MINNICH HOTEL, 1 1/2 FEET SOUTH OF THE EXTENDED NORTH LINE OF
 FD0299'THE HOTEL BUILDING, 0.8 FOOT WEST OF THE WEST EDGE OF A SIDE
 FD0299'WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FD0299
 FD0299                          STATION RECOVERY (1966)
 FD0299
 FD0299'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966
 FD0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0268 ***********************************************************************
 FD0268  DESIGNATION -  K 33
 FD0268  PID         -  FD0268
 FD0268  STATE/COUNTY-  TN/GILES
 FD0268  USGS QUAD   -  TARPLEY (1982)
 FD0268
 FD0268                         *CURRENT SURVEY CONTROL
 FD0268  ___________________________________________________________________
 FD0268* NAD 83(1986)-  35 10 33.     (N)    086 57 33.     (W)     SCALED    
 FD0268* NAVD 88     -       213.434  (meters)     700.24   (feet)  ADJUSTED  
 FD0268  ___________________________________________________________________
 FD0268  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0268  DYNAMIC HT  -         213.234 (meters)     699.59  (feet)  COMP
 FD0268  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FD0268
 FD0268  VERT ORDER  -  SECOND    CLASS 0
 FD0268
 FD0268.The horizontal coordinates were scaled from a topographic map and have
 FD0268.an estimated accuracy of +/- 6 seconds.
 FD0268
 FD0268.The orthometric height was determined by differential leveling
 FD0268.and adjusted by the National Geodetic Survey in June 1991..
 FD0268
 FD0268.The geoid height was determined by GEOID03.
 FD0268
 FD0268.The dynamic height is computed by dividing the NAVD 88
 FD0268.geopotential number by the normal gravity value computed on the
 FD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0268.degrees latitude (g = 980.6199 gals.).
 FD0268
 FD0268.The modeled gravity was interpolated from observed gravity values.
 FD0268
 FD0268;                    North         East    Units  Estimated Accuracy
 FD0268;SPC TN       -    93,900.      512,630.      MT  (+/- 180 meters Scaled)
 FD0268
 FD0268                          SUPERSEDED SURVEY CONTROL
 FD0268
 FD0268  NGVD 29 (??/??/92)  213.401  (m)          700.13   (f) ADJ UNCH    2 0
 FD0268
 FD0268.Superseded values are not recommended for survey control.
 FD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0268.See file dsdata.txt to determine how the superseded data were derived.
 FD0268
 FD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED037925(NAD 83)
 FD0268_MARKER: DB = BENCH MARK DISK
 FD0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0268_STAMPING: K 33 1934
 FD0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0268+STABILITY: SURFACE MOTION
 FD0268
 FD0268  HISTORY     - Date     Condition        Report By
 FD0268  HISTORY     - 1934     MONUMENTED       CGS
 FD0268
 FD0268                          STATION DESCRIPTION
 FD0268
 FD0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0268'4.8 MI E FROM PULASKI.
 FD0268'4.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0268'PULASKI, GILES COUNTY, AT AYMETT, 125 FEET EAST OF A GULF SERVICE
 FD0268'STATION, AT THE SOUTHEAST CORNER OF THE J.A. LOYD PROPERTY-LINE
 FD0268'FENCE, AND 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 FD0268'STANDARD DISK, STAMPED K 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0268'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0815 ***********************************************************************
 FD0815  DESIGNATION -  K 34
 FD0815  PID         -  FD0815
 FD0815  STATE/COUNTY-  TN/LAWRENCE
 FD0815  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0815
 FD0815                         *CURRENT SURVEY CONTROL
 FD0815  ___________________________________________________________________
 FD0815* NAD 83(1986)-  35 14 30.     (N)    087 20 00.     (W)     SCALED    
 FD0815* NAVD 88     -       272.370  (meters)     893.60   (feet)  ADJUSTED  
 FD0815  ___________________________________________________________________
 FD0815  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0815  DYNAMIC HT  -         272.110 (meters)     892.75  (feet)  COMP
 FD0815  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0815
 FD0815  VERT ORDER  -  SECOND    CLASS 0
 FD0815
 FD0815.The horizontal coordinates were scaled from a topographic map and have
 FD0815.an estimated accuracy of +/- 6 seconds.
 FD0815
 FD0815.The orthometric height was determined by differential leveling
 FD0815.and adjusted by the National Geodetic Survey in June 1991..
 FD0815
 FD0815.The geoid height was determined by GEOID03.
 FD0815
 FD0815.The dynamic height is computed by dividing the NAVD 88
 FD0815.geopotential number by the normal gravity value computed on the
 FD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0815.degrees latitude (g = 980.6199 gals.).
 FD0815
 FD0815.The modeled gravity was interpolated from observed gravity values.
 FD0815
 FD0815;                    North         East    Units  Estimated Accuracy
 FD0815;SPC TN       -   101,610.      478,650.      MT  (+/- 180 meters Scaled)
 FD0815
 FD0815                          SUPERSEDED SURVEY CONTROL
 FD0815
 FD0815  NGVD 29 (??/??/92)  272.330  (m)          893.47   (f) ADJ UNCH    2 0
 FD0815
 FD0815.Superseded values are not recommended for survey control.
 FD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0815.See file dsdata.txt to determine how the superseded data were derived.
 FD0815
 FD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD696998(NAD 83)
 FD0815_MARKER: DB = BENCH MARK DISK
 FD0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0815_STAMPING: K 34 1934
 FD0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0815+STABILITY: SURFACE MOTION
 FD0815
 FD0815  HISTORY     - Date     Condition        Report By
 FD0815  HISTORY     - 1934     MONUMENTED       CGS
 FD0815  HISTORY     - 1962     GOOD             NGS
 FD0815  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0815  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0815
 FD0815                          STATION DESCRIPTION
 FD0815
 FD0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0815'AT LAWRENCEBURG.
 FD0815'IN LAWRENCEBURG AT THE MUNICIPAL BUILDING, IN THE TOP OF THE
 FD0815'SOUTHEAST PIER OF THE FOUNDATION FOR THE WATER TANK, 6 FEET
 FD0815'WEST OF THE SOUTHEAST CORNER OF THE MUNICIPAL BUILDING, 6 INCHES
 FD0815'NORTH OF THE EDGE OF THE SIDEWALK AND BUILDING FRONT, AND 6 INCHES
 FD0815'ABOVE THE SIDEWALK.  THE MARK IS NOW BACK IN A NICHE IN THE
 FD0815'BRICK WALL OF THE MUNICIPAL BUILDING AND IS NOT READILY USABLE.
 FD0815'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 FD0815'6 INCHES.  ALMOST COVERED BY WALL OF BUILDING PARTIALLY ACCESSIBLE.
 FD0815
 FD0815                          STATION RECOVERY (1983)
 FD0815
 FD0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0815'NOT RECOVERED, IT WAS REPORTED TO GREGORY F. SMITH BY COURTHOUSE
 FD0815'EMPLOYEES THAT THE OLD MUNICIPAL BUILDING HAS BEEN REMOVED.  BENCH
 FD0815'MARK PROBABLY DESTROYED.
 FD0815
 FD0815                          STATION RECOVERY (2001)
 FD0815
 FD0815'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0815'STATION WAS IN BASE OF A WATER TOWER WHICH WAS DESTROYED IN THE EARLY
 FD0815'1970'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0535 ***********************************************************************
 FE0535  DESIGNATION -  K 35
 FE0535  PID         -  FE0535
 FE0535  STATE/COUNTY-  TN/MCNAIRY
 FE0535  USGS QUAD   -  PURDY (1984)
 FE0535
 FE0535                         *CURRENT SURVEY CONTROL
 FE0535  ___________________________________________________________________
 FE0535* NAD 83(1986)-  35 10 10.     (N)    088 35 34.     (W)     SCALED    
 FE0535* NAVD 88     -       138.735  (meters)     455.17   (feet)  ADJUSTED  
 FE0535  ___________________________________________________________________
 FE0535  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0535  DYNAMIC HT  -         138.606 (meters)     454.74  (feet)  COMP
 FE0535  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 FE0535
 FE0535  VERT ORDER  -  FIRST     CLASS II
 FE0535
 FE0535.The horizontal coordinates were scaled from a topographic map and have
 FE0535.an estimated accuracy of +/- 6 seconds.
 FE0535
 FE0535.The orthometric height was determined by differential leveling
 FE0535.and adjusted by the National Geodetic Survey in June 1991..
 FE0535
 FE0535.The geoid height was determined by GEOID03.
 FE0535
 FE0535.The dynamic height is computed by dividing the NAVD 88
 FE0535.geopotential number by the normal gravity value computed on the
 FE0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0535.degrees latitude (g = 980.6199 gals.).
 FE0535
 FE0535.The modeled gravity was interpolated from observed gravity values.
 FE0535
 FE0535;                    North         East    Units  Estimated Accuracy
 FE0535;SPC TN       -    95,900.      363,820.      MT  (+/- 180 meters Scaled)
 FE0535
 FE0535                          SUPERSEDED SURVEY CONTROL
 FE0535
 FE0535  NGVD 29 (??/??/??)  138.731  (m)          455.15   (f) ADJUSTED    1 2
 FE0535
 FE0535.Superseded values are not recommended for survey control.
 FE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0535.See file dsdata.txt to determine how the superseded data were derived.
 FE0535
 FE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD549929(NAD 83)
 FE0535_MARKER: DB = BENCH MARK DISK
 FE0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0535_STAMPING: K 35 1934
 FE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0535+STABILITY: SURFACE MOTION
 FE0535
 FE0535  HISTORY     - Date     Condition        Report By
 FE0535  HISTORY     - 1934     MONUMENTED       CGS
 FE0535  HISTORY     - 1948     POOR             CGS
 FE0535
 FE0535                          STATION DESCRIPTION
 FE0535
 FE0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0535'AT SELMER.
 FE0535'AT SELMER, AT THE SOUTH CORNER OF THE COURT HOUSE SQUARE, 23 FEET
 FE0535'SOUTH OF THE SOUTH CORNER OF THE COURT HOUSE, 1 FOOT EAST OF THE
 FE0535'SOUTH CORNER OF THE EARLY SETTLERS MONUMENT, ABOUT LEVEL WITH
 FE0535'THE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0535'2 INCHES.  NOTE-- A NEW COURT HOUSE IS NOW UNDER CONSTRUCTION
 FE0535'AND MARK MAY BE DISTURBED WHEN OLD COURT HOUSE IS TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0536 ***********************************************************************
 FE0536  DESIGNATION -  K 35 RESET
 FE0536  PID         -  FE0536
 FE0536  STATE/COUNTY-  TN/MCNAIRY
 FE0536  USGS QUAD   -  PURDY (1984)
 FE0536
 FE0536                         *CURRENT SURVEY CONTROL
 FE0536  ___________________________________________________________________
 FE0536* NAD 83(1986)-  35 10 12.     (N)    088 35 34.     (W)     SCALED    
 FE0536* NAVD 88     -       138.167  (meters)     453.30   (feet)  ADJUSTED  
 FE0536  ___________________________________________________________________
 FE0536  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0536  DYNAMIC HT  -         138.038 (meters)     452.88  (feet)  COMP
 FE0536  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FE0536
 FE0536  VERT ORDER  -  FIRST     CLASS II
 FE0536
 FE0536.The horizontal coordinates were scaled from a topographic map and have
 FE0536.an estimated accuracy of +/- 6 seconds.
 FE0536
 FE0536.The orthometric height was determined by differential leveling
 FE0536.and adjusted by the National Geodetic Survey in June 1991..
 FE0536
 FE0536.The geoid height was determined by GEOID03.
 FE0536
 FE0536.The dynamic height is computed by dividing the NAVD 88
 FE0536.geopotential number by the normal gravity value computed on the
 FE0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0536.degrees latitude (g = 980.6199 gals.).
 FE0536
 FE0536.The modeled gravity was interpolated from observed gravity values.
 FE0536
 FE0536;                    North         East    Units  Estimated Accuracy
 FE0536;SPC TN       -    95,960.      363,830.      MT  (+/- 180 meters Scaled)
 FE0536
 FE0536                          SUPERSEDED SURVEY CONTROL
 FE0536
 FE0536  NGVD 29 (??/??/??)  138.163  (m)          453.29   (f) ADJUSTED    1 2
 FE0536
 FE0536.Superseded values are not recommended for survey control.
 FE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0536.See file dsdata.txt to determine how the superseded data were derived.
 FE0536
 FE0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD549930(NAD 83)
 FE0536_MARKER: DB = BENCH MARK DISK
 FE0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0536_STAMPING: K 35 1934 RESET 1949
 FE0536_MARK LOGO: CGS   
 FE0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0536+STABILITY: SURFACE MOTION
 FE0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0536+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 FE0536
 FE0536  HISTORY     - Date     Condition        Report By
 FE0536  HISTORY     - 1949     MONUMENTED       CGS
 FE0536  HISTORY     - 1972     GOOD             TVA
 FE0536  HISTORY     - 20020918 GOOD             USACE
 FE0536  HISTORY     - 20060630 GOOD             GEOCAC
 FE0536
 FE0536                          STATION DESCRIPTION
 FE0536
 FE0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0536'AT SELMER.
 FE0536'AT SELMER, AT THE SOUTHEAST ENTRANCE TO THE NEW COURT HOUSE
 FE0536'BUILDING, 29.5 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE
 FE0536'BUILDING, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE WALK
 FE0536'LEADING TO THE SOUTHEAST ENTRANCE, 35 FEET EAST OF THE SOUTH
 FE0536'CORNER OF THE BUILDING, ABOUT LEVEL WITH THE SIDE WALK AND SET
 FE0536'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE0536
 FE0536                          STATION RECOVERY (1972)
 FE0536
 FE0536'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0536'RECOVERED IN GOOD CONDITION.
 FE0536
 FE0536                          STATION RECOVERY (2002)
 FE0536
 FE0536'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0536'MONUMENT IS IN SMALL HEDGE ROW ALONG SIDEWALK.
 FE0536
 FE0536                          STATION RECOVERY (2006)
 FE0536
 FE0536'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 FE0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0963 ***********************************************************************
 FD0963  DESIGNATION -  K 36
 FD0963  PID         -  FD0963
 FD0963  STATE/COUNTY-  TN/WAYNE
 FD0963  USGS QUAD   -  EAGLE CREEK (1972)
 FD0963
 FD0963                         *CURRENT SURVEY CONTROL
 FD0963  ___________________________________________________________________
 FD0963* NAD 83(1986)-  35 18 31.     (N)    087 55 07.     (W)     SCALED    
 FD0963* NAVD 88     -       147.067  (meters)     482.50   (feet)  ADJUSTED  
 FD0963  ___________________________________________________________________
 FD0963  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0963  DYNAMIC HT  -         146.931 (meters)     482.06  (feet)  COMP
 FD0963  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FD0963
 FD0963  VERT ORDER  -  SECOND    CLASS 0
 FD0963
 FD0963.The horizontal coordinates were scaled from a topographic map and have
 FD0963.an estimated accuracy of +/- 6 seconds.
 FD0963
 FD0963.The orthometric height was determined by differential leveling
 FD0963.and adjusted by the National Geodetic Survey in June 1991..
 FD0963
 FD0963.The geoid height was determined by GEOID03.
 FD0963
 FD0963.The dynamic height is computed by dividing the NAVD 88
 FD0963.geopotential number by the normal gravity value computed on the
 FD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0963.degrees latitude (g = 980.6199 gals.).
 FD0963
 FD0963.The modeled gravity was interpolated from observed gravity values.
 FD0963
 FD0963;                    North         East    Units  Estimated Accuracy
 FD0963;SPC TN       -   109,920.      425,530.      MT  (+/- 180 meters Scaled)
 FD0963
 FD0963                          SUPERSEDED SURVEY CONTROL
 FD0963
 FD0963  NGVD 29 (??/??/92)  147.065  (m)          482.50   (f) ADJ UNCH    2 0
 FD0963
 FD0963.Superseded values are not recommended for survey control.
 FD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0963.See file dsdata.txt to determine how the superseded data were derived.
 FD0963
 FD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE164076(NAD 83)
 FD0963_MARKER: DB = BENCH MARK DISK
 FD0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0963_STAMPING: K 36 1934
 FD0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0963+STABILITY: SURFACE MOTION
 FD0963
 FD0963  HISTORY     - Date     Condition        Report By
 FD0963  HISTORY     - 1934     MONUMENTED       CGS
 FD0963  HISTORY     - 1950     GOOD             NGS
 FD0963
 FD0963                          STATION DESCRIPTION
 FD0963
 FD0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0963'10.6 MI W FROM WAYNESBORO.
 FD0963'10.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, ABOUT 2
 FD0963'MILES EAST OF THE BRIDGE OVER HARDIN CREEK, 2.0 MILES EAST OF
 FD0963'THE DAVIDSON STORE, IN FRONT OF PHILADELPHIA CHURCH, 20 YARDS
 FD0963'WEST OF THE CENTERLINE OF THE DRIVEWAY, 12 YARDS SOUTH OF THE
 FD0963'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A STEEL POST
 FD0963'WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED K 36 1934
 FD0963'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0860 ***********************************************************************
 FD0860  DESIGNATION -  K 37
 FD0860  PID         -  FD0860
 FD0860  STATE/COUNTY-  TN/GILES
 FD0860  USGS QUAD   -  MILKY WAY (1988)
 FD0860
 FD0860                         *CURRENT SURVEY CONTROL
 FD0860  ___________________________________________________________________
 FD0860* NAD 83(1986)-  35 16 00.     (N)    087 04 19.     (W)     SCALED    
 FD0860* NAVD 88     -       217.862  (meters)     714.77   (feet)  ADJUSTED  
 FD0860  ___________________________________________________________________
 FD0860  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0860  DYNAMIC HT  -         217.658 (meters)     714.10  (feet)  COMP
 FD0860  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FD0860
 FD0860  VERT ORDER  -  SECOND    CLASS 0
 FD0860
 FD0860.The horizontal coordinates were scaled from a topographic map and have
 FD0860.an estimated accuracy of +/- 6 seconds.
 FD0860
 FD0860.The orthometric height was determined by differential leveling
 FD0860.and adjusted by the National Geodetic Survey in June 1991..
 FD0860
 FD0860.The geoid height was determined by GEOID03.
 FD0860
 FD0860.The dynamic height is computed by dividing the NAVD 88
 FD0860.geopotential number by the normal gravity value computed on the
 FD0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0860.degrees latitude (g = 980.6199 gals.).
 FD0860
 FD0860.The modeled gravity was interpolated from observed gravity values.
 FD0860
 FD0860;                    North         East    Units  Estimated Accuracy
 FD0860;SPC TN       -   104,090.      502,470.      MT  (+/- 180 meters Scaled)
 FD0860
 FD0860                          SUPERSEDED SURVEY CONTROL
 FD0860
 FD0860  NGVD 29 (??/??/92)  217.824  (m)          714.64   (f) ADJ UNCH    2 0
 FD0860
 FD0860.Superseded values are not recommended for survey control.
 FD0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0860.See file dsdata.txt to determine how the superseded data were derived.
 FD0860
 FD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE934026(NAD 83)
 FD0860_MARKER: DB = BENCH MARK DISK
 FD0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0860_STAMPING: K 37 1934
 FD0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0860+STABILITY: SURFACE MOTION
 FD0860
 FD0860  HISTORY     - Date     Condition        Report By
 FD0860  HISTORY     - 1934     MONUMENTED       CGS
 FD0860
 FD0860                          STATION DESCRIPTION
 FD0860
 FD0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0860'6.2 MI N FROM PULASKI.
 FD0860'6.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0860'FROM THE STATION AT PULASKI, GILES COUNTY, 1.3 MILES NORTHEAST OF
 FD0860'WALES, 40 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 26 FEET
 FD0860'WEST OF THE CENTERLINE OF THE TRACK, 1/2 RAIL NORTH OF A CATTLE
 FD0860'GUARD AND A FENCE, AT AN OFFSET IN THE RIGHT OF WAY FENCE, AND
 FD0860'2 FEET NORTH AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK,
 FD0860'STAMPED K 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1320 ***********************************************************************
 FC1320  DESIGNATION -  K 38
 FC1320  PID         -  FC1320
 FC1320  STATE/COUNTY-  TN/MARION
 FC1320  USGS QUAD   -  ORME (1974)
 FC1320
 FC1320                         *CURRENT SURVEY CONTROL
 FC1320  ___________________________________________________________________
 FC1320* NAD 83(1986)-  35 06 52.     (N)    085 45 07.     (W)     SCALED    
 FC1320* NAVD 88     -       192.216  (meters)     630.63   (feet)  ADJUSTED  
 FC1320  ___________________________________________________________________
 FC1320  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1320  DYNAMIC HT  -         192.029 (meters)     630.02  (feet)  COMP
 FC1320  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FC1320
 FC1320  VERT ORDER  -  SECOND    CLASS 0
 FC1320
 FC1320.The horizontal coordinates were scaled from a topographic map and have
 FC1320.an estimated accuracy of +/- 6 seconds.
 FC1320
 FC1320.The orthometric height was determined by differential leveling
 FC1320.and adjusted by the National Geodetic Survey in June 1991..
 FC1320
 FC1320.The geoid height was determined by GEOID03.
 FC1320
 FC1320.The dynamic height is computed by dividing the NAVD 88
 FC1320.geopotential number by the normal gravity value computed on the
 FC1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1320.degrees latitude (g = 980.6199 gals.).
 FC1320
 FC1320.The modeled gravity was interpolated from observed gravity values.
 FC1320
 FC1320;                    North         East    Units  Estimated Accuracy
 FC1320;SPC TN       -    86,690.      622,610.      MT  (+/- 180 meters Scaled)
 FC1320
 FC1320                          SUPERSEDED SURVEY CONTROL
 FC1320
 FC1320  NGVD 29 (??/??/92)  192.216  (m)          630.63   (f) ADJ UNCH    2 0
 FC1320
 FC1320.Superseded values are not recommended for survey control.
 FC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1320.See file dsdata.txt to determine how the superseded data were derived.
 FC1320
 FC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD137864(NAD 83)
 FC1320_MARKER: DB = BENCH MARK DISK
 FC1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1320_SP_SET: BRIDGE
 FC1320_STAMPING: K 38 1934
 FC1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1320
 FC1320  HISTORY     - Date     Condition        Report By
 FC1320  HISTORY     - 1934     MONUMENTED       CGS
 FC1320  HISTORY     - 1962     GOOD             NGS
 FC1320
 FC1320                          STATION DESCRIPTION
 FC1320
 FC1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1320'11.5 MI SE FROM MONTEAGLE.
 FC1320'THE MARK WAS RECOVERED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FC1320'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE GO SOUTHEAST
 FC1320'ON U.S. HIGHWAYS 41-64 FOR 11.5 MILES TO THE MARK SET IN THE
 FC1320'NORTHEAST WINGWALL OF A BRIDGE OVER BATTLE CREEK, 12.1 FEET
 FC1320'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64.  A STANDARD DISK
 FC1320'DRILLED IN A CONCRETE BRIDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 FC1320'NOTE-- BENCH MARK K 246 IS 0.3 MILES EAST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1163 ***********************************************************************
 FC1163  DESIGNATION -  K 39
 FC1163  PID         -  FC1163
 FC1163  STATE/COUNTY-  TN/HAMILTON
 FC1163  USGS QUAD   -  CHATTANOOGA (1976)
 FC1163
 FC1163                         *CURRENT SURVEY CONTROL
 FC1163  ___________________________________________________________________
 FC1163* NAD 83(1986)-  35 02 42.     (N)    085 16 57.     (W)     SCALED    
 FC1163* NAVD 88     -       203.870  (meters)     668.86   (feet)  ADJUSTED  
 FC1163  ___________________________________________________________________
 FC1163  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1163  DYNAMIC HT  -         203.667 (meters)     668.20  (feet)  COMP
 FC1163  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FC1163
 FC1163  VERT ORDER  -  FIRST     CLASS II
 FC1163
 FC1163.The horizontal coordinates were scaled from a topographic map and have
 FC1163.an estimated accuracy of +/- 6 seconds.
 FC1163
 FC1163.The orthometric height was determined by differential leveling
 FC1163.and adjusted by the National Geodetic Survey in June 1991..
 FC1163
 FC1163.The geoid height was determined by GEOID03.
 FC1163
 FC1163.The dynamic height is computed by dividing the NAVD 88
 FC1163.geopotential number by the normal gravity value computed on the
 FC1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1163.degrees latitude (g = 980.6199 gals.).
 FC1163
 FC1163.The modeled gravity was interpolated from observed gravity values.
 FC1163
 FC1163;                    North         East    Units  Estimated Accuracy
 FC1163;SPC TN       -    79,200.      665,470.      MT  (+/- 180 meters Scaled)
 FC1163
 FC1163                          SUPERSEDED SURVEY CONTROL
 FC1163
 FC1163  NGVD 29 (??/??/92)  203.909  (m)          668.99   (f) ADJ UNCH    1 2
 FC1163
 FC1163.Superseded values are not recommended for survey control.
 FC1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1163.See file dsdata.txt to determine how the superseded data were derived.
 FC1163
 FC1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD566793(NAD 83)
 FC1163_MARKER: DB = BENCH MARK DISK
 FC1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1163_SP_SET: PIER
 FC1163_STAMPING: K 39 1934
 FC1163_MARK LOGO: CGS   
 FC1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1163
 FC1163  HISTORY     - Date     Condition        Report By
 FC1163  HISTORY     - 1934     MONUMENTED       CGS
 FC1163  HISTORY     - 1950     GOOD             NGS
 FC1163  HISTORY     - 1983     GOOD             NGS
 FC1163  HISTORY     - 20000114 GOOD             USPSQD
 FC1163
 FC1163                          STATION DESCRIPTION
 FC1163
 FC1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1163'AT CHATTANOOGA.
 FC1163'AT CHATTANOOGA, AT EAST THIRD STREET VIADUCT OVER THE SOUTHERN RAILWAY
 FC1163'YARD, SET VERTICALLY IN THE WEST FACE OF THE NORTH LEG OF THE
 FC1163'CONCRETE PIER UNDER EAST END OF STEEL VIADUCT, 30 1/2 FEET EAST OF
 FC1163'THE EXTREME EAST RAIL OF RAILWAY YARD AND ABOUT 2 FEET BELOW THE
 FC1163'TRACK.
 FC1163
 FC1163                          STATION RECOVERY (1983)
 FC1163
 FC1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1163'RECOVERED IN GOOD CONDITION.
 FC1163
 FC1163                          STATION RECOVERY (2000)
 FC1163
 FC1163'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1267 ***********************************************************************
 GA1267  DESIGNATION -  K 4
 GA1267  PID         -  GA1267
 GA1267  STATE/COUNTY-  TN/HAWKINS
 GA1267  USGS QUAD   -  CHURCH HILL (1991)
 GA1267
 GA1267                         *CURRENT SURVEY CONTROL
 GA1267  ___________________________________________________________________
 GA1267* NAD 83(1986)-  36 35 21.     (N)    082 38 09.     (W)     SCALED    
 GA1267* NAVD 88     -       407.791  (meters)    1337.89   (feet)  ADJUSTED  
 GA1267  ___________________________________________________________________
 GA1267  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1267  DYNAMIC HT  -         407.426 (meters)    1336.70  (feet)  COMP
 GA1267  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 GA1267
 GA1267  VERT ORDER  -  FIRST     CLASS I
 GA1267
 GA1267.The horizontal coordinates were scaled from a topographic map and have
 GA1267.an estimated accuracy of +/- 6 seconds.
 GA1267
 GA1267.The orthometric height was determined by differential leveling
 GA1267.and adjusted by the National Geodetic Survey in June 1991..
 GA1267
 GA1267.The geoid height was determined by GEOID03.
 GA1267
 GA1267.The dynamic height is computed by dividing the NAVD 88
 GA1267.geopotential number by the normal gravity value computed on the
 GA1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1267.degrees latitude (g = 980.6199 gals.).
 GA1267
 GA1267.The modeled gravity was interpolated from observed gravity values.
 GA1267
 GA1267;                    North         East    Units  Estimated Accuracy
 GA1267;SPC TN       -   255,470.      901,010.      MT  (+/- 180 meters Scaled)
 GA1267
 GA1267                          SUPERSEDED SURVEY CONTROL
 GA1267
 GA1267  NGVD 29 (??/??/92)  407.934  (m)         1338.36   (f) ADJ UNCH    1 1
 GA1267
 GA1267.Superseded values are not recommended for survey control.
 GA1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1267.See file dsdata.txt to determine how the superseded data were derived.
 GA1267
 GA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA536505(NAD 83)
 GA1267_MARKER: DB = BENCH MARK DISK
 GA1267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1267_SP_SET: OVERPASS
 GA1267_STAMPING: K 4 1930 1338.616
 GA1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1267
 GA1267  HISTORY     - Date     Condition        Report By
 GA1267  HISTORY     - 1930     MONUMENTED       CGS
 GA1267  HISTORY     - 1967     GOOD             NGS
 GA1267
 GA1267                          STATION DESCRIPTION
 GA1267
 GA1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1267'7.7 MI NE FROM CHURCH HILL.
 GA1267'ABOUT 7.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1267'RAILROAD FROM THE STATION AT CHURCH HILL, 5 1/2 FEET SOUTHEAST
 GA1267'OF THE SOUTHEAST RAIL OF THE SOUTHERN RAILWAY COMPANY TRACK, SET
 GA1267'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 GA1267'ABUTMENT OF THE SOUTHERN RAILWAY COMPANY RAILROAD OVERPASS FOR THE
 GA1267'CLINCHFIELD RAILROAD COMPANY RAILROAD, 3.3 FEET NORTHWEST OF
 GA1267'THE SOUTHEAST END OF THE ABUTMENT, AND ABOUT 2 FEET BELOW THE
 GA1267'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1152 ***********************************************************************
 FC1152  DESIGNATION -  K 40
 FC1152  PID         -  FC1152
 FC1152  STATE/COUNTY-  TN/HAMILTON
 FC1152  USGS QUAD   -  WAUHATCHIE (1976)
 FC1152
 FC1152                         *CURRENT SURVEY CONTROL
 FC1152  ___________________________________________________________________
 FC1152* NAD 83(1986)-  35 07 28.     (N)    085 23 26.     (W)     SCALED    
 FC1152* NAVD 88     -       201.858  (meters)     662.26   (feet)  ADJUSTED  
 FC1152  ___________________________________________________________________
 FC1152  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FC1152  DYNAMIC HT  -         201.654 (meters)     661.59  (feet)  COMP
 FC1152  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 FC1152
 FC1152  VERT ORDER  -  SECOND    CLASS 0
 FC1152
 FC1152.The horizontal coordinates were scaled from a topographic map and have
 FC1152.an estimated accuracy of +/- 6 seconds.
 FC1152
 FC1152.The orthometric height was determined by differential leveling
 FC1152.and adjusted by the National Geodetic Survey in June 1991..
 FC1152
 FC1152.The geoid height was determined by GEOID03.
 FC1152
 FC1152.The dynamic height is computed by dividing the NAVD 88
 FC1152.geopotential number by the normal gravity value computed on the
 FC1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1152.degrees latitude (g = 980.6199 gals.).
 FC1152
 FC1152.The modeled gravity was interpolated from observed gravity values.
 FC1152
 FC1152;                    North         East    Units  Estimated Accuracy
 FC1152;SPC TN       -    87,950.      655,550.      MT  (+/- 180 meters Scaled)
 FC1152
 FC1152                          SUPERSEDED SURVEY CONTROL
 FC1152
 FC1152  NGVD 29 (??/??/92)  201.882  (m)          662.34   (f) ADJ UNCH    2 0
 FC1152
 FC1152.Superseded values are not recommended for survey control.
 FC1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1152.See file dsdata.txt to determine how the superseded data were derived.
 FC1152
 FC1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD466880(NAD 83)
 FC1152_MARKER: DB = BENCH MARK DISK
 FC1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1152_SP_SET: WATER TABLE
 FC1152_STAMPING: K 40 1934
 FC1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1152
 FC1152  HISTORY     - Date     Condition        Report By
 FC1152  HISTORY     - 1934     MONUMENTED       CGS
 FC1152  HISTORY     - 1969     MARK NOT FOUND   TVA
 FC1152
 FC1152                          STATION DESCRIPTION
 FC1152
 FC1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1152'8.2 MI W FROM CHATTANOOGA.
 FC1152'8.2 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1152'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1152'0.8 MILE EAST OF THE HAMILTON-MARION COUNTY LINE, AT THE GENERAL
 FC1152'STORE OWNED IN 1934 BY LUSH AND SON, AT THE SOUTHWEST CORNER
 FC1152'OF THE CONCRETE BRIDGE OVER SUCK CREEK, AND IN THE TOP OF THE
 FC1152'WATER TABLE.  A STANDARD DISK, STAMPED K 40 1934.
 FC1152
 FC1152                          STATION RECOVERY (1969)
 FC1152
 FC1152'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1969
 FC1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1206 ***********************************************************************
 FC1206  DESIGNATION -  K 41
 FC1206  PID         -  FC1206
 FC1206  STATE/COUNTY-  TN/HAMILTON
 FC1206  USGS QUAD   -  WAUHATCHIE (1976)
 FC1206
 FC1206                         *CURRENT SURVEY CONTROL
 FC1206  ___________________________________________________________________
 FC1206* NAD 83(1986)-  35 00 27.     (N)    085 22 32.     (W)     SCALED    
 FC1206* NAVD 88     -       203.271  (meters)     666.90   (feet)  ADJUSTED  
 FC1206  ___________________________________________________________________
 FC1206  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FC1206  DYNAMIC HT  -         203.069 (meters)     666.24  (feet)  COMP
 FC1206  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 FC1206
 FC1206  VERT ORDER  -  FIRST     CLASS II
 FC1206
 FC1206.The horizontal coordinates were scaled from a topographic map and have
 FC1206.an estimated accuracy of +/- 6 seconds.
 FC1206
 FC1206.The orthometric height was determined by differential leveling
 FC1206.and adjusted by the National Geodetic Survey in June 1991..
 FC1206
 FC1206.The geoid height was determined by GEOID03.
 FC1206
 FC1206.The dynamic height is computed by dividing the NAVD 88
 FC1206.geopotential number by the normal gravity value computed on the
 FC1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1206.degrees latitude (g = 980.6199 gals.).
 FC1206
 FC1206.The modeled gravity was interpolated from observed gravity values.
 FC1206
 FC1206;                    North         East    Units  Estimated Accuracy
 FC1206;SPC TN       -    74,980.      657,000.      MT  (+/- 180 meters Scaled)
 FC1206
 FC1206                          SUPERSEDED SURVEY CONTROL
 FC1206
 FC1206  NGVD 29 (??/??/92)  203.229  (m)          666.76   (f) ADJ UNCH    1 2
 FC1206
 FC1206.Superseded values are not recommended for survey control.
 FC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1206.See file dsdata.txt to determine how the superseded data were derived.
 FC1206
 FC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD482750(NAD 83)
 FC1206_MARKER: DB = BENCH MARK DISK
 FC1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1206_STAMPING: K 41 1934
 FC1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1206+STABILITY: SURFACE MOTION
 FC1206
 FC1206  HISTORY     - Date     Condition        Report By
 FC1206  HISTORY     - 1934     MONUMENTED       CGS
 FC1206  HISTORY     - 1950     GOOD             NGS
 FC1206  HISTORY     - 1962     GOOD             NGS
 FC1206  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1206
 FC1206                          STATION DESCRIPTION
 FC1206
 FC1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1206'IN WAUHATCHIE.
 FC1206'IN WAUHATCHIE, BETWEEN THE ALABAMA GREAT SOUTHERN AND THE
 FC1206'NASHVILLE, CHATTANOOGA AND ST LOUIS RAILWAY TRACKS, 30.5 FEET
 FC1206'WEST-SOUTHWEST OF THE WEST CORNER OF THE INTERLOCKING TOWER FOR
 FC1206'THE TWO RAILROADS, 46 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC1206'OF THE SOUTH BOUND TRACK OF THE A.G.S., 47 FEET SOUTHEAST OF THE
 FC1206'SOUTHEAST RAIL OF A CROSSOVER TRACK THAT CONNECTS THE TWO RAILROADS,
 FC1206'1 1/2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, 1 FOOT
 FC1206'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 FC1206'WITH THE GROUND.
 FC1206
 FC1206                          STATION RECOVERY (1962)
 FC1206
 FC1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1206'RECOVERED IN GOOD CONDITION.
 FC1206
 FC1206                          STATION RECOVERY (1983)
 FC1206
 FC1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1206'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0978 ***********************************************************************
 FC0978  DESIGNATION -  K 42
 FC0978  PID         -  FC0978
 FC0978  STATE/COUNTY-  TN/BLEDSOE
 FC0978  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC0978
 FC0978                         *CURRENT SURVEY CONTROL
 FC0978  ___________________________________________________________________
 FC0978* NAD 83(1986)-  35 40 42.     (N)    085 07 53.     (W)     SCALED    
 FC0978* NAVD 88     -       273.040  (meters)     895.80   (feet)  ADJUSTED  
 FC0978  ___________________________________________________________________
 FC0978  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC0978  DYNAMIC HT  -         272.784 (meters)     894.96  (feet)  COMP
 FC0978  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC0978
 FC0978  VERT ORDER  -  SECOND    CLASS 0
 FC0978
 FC0978.The horizontal coordinates were scaled from a topographic map and have
 FC0978.an estimated accuracy of +/- 6 seconds.
 FC0978
 FC0978.The orthometric height was determined by differential leveling
 FC0978.and adjusted by the National Geodetic Survey in June 1991..
 FC0978
 FC0978.The geoid height was determined by GEOID03.
 FC0978
 FC0978.The dynamic height is computed by dividing the NAVD 88
 FC0978.geopotential number by the normal gravity value computed on the
 FC0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0978.degrees latitude (g = 980.6199 gals.).
 FC0978
 FC0978.The modeled gravity was interpolated from observed gravity values.
 FC0978
 FC0978;                    North         East    Units  Estimated Accuracy
 FC0978;SPC TN       -   149,580.      678,630.      MT  (+/- 180 meters Scaled)
 FC0978
 FC0978                          SUPERSEDED SURVEY CONTROL
 FC0978
 FC0978  NGVD 29 (??/??/92)  273.090  (m)          895.96   (f) ADJ UNCH    2 0
 FC0978
 FC0978.Superseded values are not recommended for survey control.
 FC0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0978.See file dsdata.txt to determine how the superseded data were derived.
 FC0978
 FC0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE691498(NAD 83)
 FC0978_MARKER: DB = BENCH MARK DISK
 FC0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0978_STAMPING: K 42 1934
 FC0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0978+STABILITY: SURFACE MOTION
 FC0978
 FC0978  HISTORY     - Date     Condition        Report By
 FC0978  HISTORY     - 1934     MONUMENTED       CGS
 FC0978  HISTORY     - 1935     GOOD             NGS
 FC0978
 FC0978                          STATION DESCRIPTION
 FC0978
 FC0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0978'6.2 MI N FROM PIKEVILLE.
 FC0978'6.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0978'COUNTY, 35 YARDS EAST OF A DIRT-ROAD CROSSING, 22 YARDS SOUTHEAST
 FC0978'OF THE SOUTHEAST CORNER OF T.T. BROWNS HOUSE, 30 FEET NORTH
 FC0978'OF THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTH OF A WIRE FENCE,
 FC0978'AND 2 FEET WEST OF A WOODEN FENCE.  A STANDARD DISK, STAMPED
 FC0978'K 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1023 ***********************************************************************
 FC1023  DESIGNATION -  K 43
 FC1023  PID         -  FC1023
 FC1023  STATE/COUNTY-  TN/VAN BUREN
 FC1023  USGS QUAD   -  SPENCER (1974)
 FC1023
 FC1023                         *CURRENT SURVEY CONTROL
 FC1023  ___________________________________________________________________
 FC1023* NAD 83(1986)-  35 44 01.     (N)    085 25 09.     (W)     SCALED    
 FC1023* NAVD 88     -       439.437  (meters)    1441.72   (feet)  ADJUSTED  
 FC1023  ___________________________________________________________________
 FC1023  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FC1023  DYNAMIC HT  -         439.030 (meters)    1440.38  (feet)  COMP
 FC1023  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC1023
 FC1023  VERT ORDER  -  SECOND    CLASS 0
 FC1023
 FC1023.The horizontal coordinates were scaled from a topographic map and have
 FC1023.an estimated accuracy of +/- 6 seconds.
 FC1023
 FC1023.The orthometric height was determined by differential leveling
 FC1023.and adjusted by the National Geodetic Survey in June 1991..
 FC1023
 FC1023.The geoid height was determined by GEOID03.
 FC1023
 FC1023.The dynamic height is computed by dividing the NAVD 88
 FC1023.geopotential number by the normal gravity value computed on the
 FC1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1023.degrees latitude (g = 980.6199 gals.).
 FC1023
 FC1023.The modeled gravity was interpolated from observed gravity values.
 FC1023
 FC1023;                    North         East    Units  Estimated Accuracy
 FC1023;SPC TN       -   155,520.      652,540.      MT  (+/- 180 meters Scaled)
 FC1023
 FC1023                          SUPERSEDED SURVEY CONTROL
 FC1023
 FC1023  NGVD 29 (??/??/92)  439.488  (m)         1441.89   (f) ADJ UNCH    2 0
 FC1023
 FC1023.Superseded values are not recommended for survey control.
 FC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1023.See file dsdata.txt to determine how the superseded data were derived.
 FC1023
 FC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE429555(NAD 83)
 FC1023_MARKER: DB = BENCH MARK DISK
 FC1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1023_STAMPING: K 43 1934
 FC1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1023+STABILITY: SURFACE MOTION
 FC1023
 FC1023  HISTORY     - Date     Condition        Report By
 FC1023  HISTORY     - 1934     MONUMENTED       CGS
 FC1023  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC1023
 FC1023                          STATION DESCRIPTION
 FC1023
 FC1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1023'3 MI S FROM SPENCER.
 FC1023'3.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1023'COUNTY, ON THE NORTH SIDE OF A TURN IN THE HIGHWAY, 50 FEET EAST
 FC1023'OF A ROCK WALL, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1023'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FC1023'STAMPED K 43 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FC1023'IT WAS REPORTED IN MAY 1944 THAT THIS MARK HAS BEEN DISTURBED
 FC1023'BY AN EARTH SLIDE AND WILL PROBABLY BE LOST THE NEXT TIME A
 FC1023'GRADER WORKS THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2312 ***********************************************************************
 GA2312  DESIGNATION -  K 45
 GA2312  PID         -  GA2312
 GA2312  STATE/COUNTY-  TN/KNOX
 GA2312  USGS QUAD   -  JOHN SEVIER (1992)
 GA2312
 GA2312                         *CURRENT SURVEY CONTROL
 GA2312  ___________________________________________________________________
 GA2312* NAD 83(1986)-  36 06 57.     (N)    083 49 33.     (W)     SCALED    
 GA2312* NAVD 88     -       320.434  (meters)    1051.29   (feet)  POSTED    
 GA2312  ___________________________________________________________________
 GA2312  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2312  DYNAMIC HT  -         320.140 (meters)    1050.33  (feet)  COMP
 GA2312  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA2312
 GA2312  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2312
 GA2312.The horizontal coordinates were scaled from a topographic map and have
 GA2312.an estimated accuracy of +/- 6 seconds.
 GA2312
 GA2312.The orthometric height was determined by differential leveling
 GA2312.and adjusted by the National Geodetic Survey in 1992..
 GA2312.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2312.rate of 4.1 thru 8.0 mm/km.
 GA2312
 GA2312.The geoid height was determined by GEOID03.
 GA2312
 GA2312.The dynamic height is computed by dividing the NAVD 88
 GA2312.geopotential number by the normal gravity value computed on the
 GA2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2312.degrees latitude (g = 980.6199 gals.).
 GA2312
 GA2312.The modeled gravity was interpolated from observed gravity values.
 GA2312
 GA2312;                    North         East    Units  Estimated Accuracy
 GA2312;SPC TN       -   199,940.      795,720.      MT  (+/- 180 meters Scaled)
 GA2312
 GA2312                          SUPERSEDED SURVEY CONTROL
 GA2312
 GA2312  NGVD 29 (??/??/92)  320.519  (m)         1051.57   (f) ADJ UNCH    2 0
 GA2312
 GA2312.Superseded values are not recommended for survey control.
 GA2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2312.See file dsdata.txt to determine how the superseded data were derived.
 GA2312
 GA2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA456004(NAD 83)
 GA2312_MARKER: DB = BENCH MARK DISK
 GA2312_SETTING: 66 = SET IN ROCK OUTCROP
 GA2312_SP_SET: ROCK OUTCROP
 GA2312_STAMPING: K 45 1934
 GA2312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2312+STABILITY: POSITION/ELEVATION WELL
 GA2312
 GA2312  HISTORY     - Date     Condition        Report By
 GA2312  HISTORY     - 1934     MONUMENTED       CGS
 GA2312  HISTORY     - 1950     GOOD             NGS
 GA2312
 GA2312                          STATION DESCRIPTION
 GA2312
 GA2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2312'2.1 MI N FROM MALONEYVILLE.
 GA2312'2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2312'MALONEYVILLE, KNOX COUNTY, 31-1/2 RAILS SOUTH OF MILEPOST 14,
 GA2312'AT THE EDGE OF A 10-FOOT CUT, 7 FEET EAST OF THE EAST RAIL, 12
 GA2312'FEET WEST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF AN 8- BY
 GA2312'10-FOOT ROCK OUTCROP, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GA2312'STAMPED K 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2690 ***********************************************************************
 GA2690  DESIGNATION -  K 46
 GA2690  PID         -  GA2690
 GA2690  STATE/COUNTY-  TN/CLAIBORNE
 GA2690  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2690
 GA2690                         *CURRENT SURVEY CONTROL
 GA2690  ___________________________________________________________________
 GA2690* NAD 83(1986)-  36 31 28.     (N)    083 40 59.     (W)     SCALED    
 GA2690* NAVD 88     -       345.437  (meters)    1133.32   (feet)  ADJUSTED  
 GA2690  ___________________________________________________________________
 GA2690  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2690  DYNAMIC HT  -         345.130 (meters)    1132.31  (feet)  COMP
 GA2690  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GA2690
 GA2690  VERT ORDER  -  SECOND    CLASS 0
 GA2690
 GA2690.The horizontal coordinates were scaled from a topographic map and have
 GA2690.an estimated accuracy of +/- 6 seconds.
 GA2690
 GA2690.The orthometric height was determined by differential leveling
 GA2690.and adjusted by the National Geodetic Survey in June 1991..
 GA2690
 GA2690.The geoid height was determined by GEOID03.
 GA2690
 GA2690.The dynamic height is computed by dividing the NAVD 88
 GA2690.geopotential number by the normal gravity value computed on the
 GA2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2690.degrees latitude (g = 980.6199 gals.).
 GA2690
 GA2690.The modeled gravity was interpolated from observed gravity values.
 GA2690
 GA2690;                    North         East    Units  Estimated Accuracy
 GA2690;SPC TN       -   245,570.      807,500.      MT  (+/- 180 meters Scaled)
 GA2690
 GA2690                          SUPERSEDED SURVEY CONTROL
 GA2690
 GA2690  NGVD 29 (??/??/92)  345.578  (m)         1133.78   (f) ADJ UNCH    2 0
 GA2690
 GA2690.Superseded values are not recommended for survey control.
 GA2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2690.See file dsdata.txt to determine how the superseded data were derived.
 GA2690
 GA2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA597454(NAD 83)
 GA2690_MARKER: DB = BENCH MARK DISK
 GA2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2690_STAMPING: K 46 1934
 GA2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2690+STABILITY: SURFACE MOTION
 GA2690
 GA2690  HISTORY     - Date     Condition        Report By
 GA2690  HISTORY     - 1934     MONUMENTED       CGS
 GA2690  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA2690
 GA2690                          STATION DESCRIPTION
 GA2690
 GA2690'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA2690'2 MI S FROM ARTHUR.
 GA2690'2.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2690'ARTHUR, CLAIBORNE COUNTY, NEAR MILEAGE 59.2, 18 RAILS NORTH OF
 GA2690'TRESTLE 58.9, ABOUT 200 YARDS NORTHWEST OF A FARMHOUSE IN A
 GA2690'VALLEY, 30 FEET SOUTH OF A WOODEN-BOX CULVERT UNDER THE TRACK, 30
 GA2690'FEET NORTH OF THE CROSSING OF A FARM ROAD, 20 FEET WEST OF THE
 GA2690'TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GA2690'STAMPED K 46 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2690'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1154 ***********************************************************************
 FB1154  DESIGNATION -  K 47
 FB1154  PID         -  FB1154
 FB1154  STATE/COUNTY-  TN/JEFFERSON
 FB1154  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1154
 FB1154                         *CURRENT SURVEY CONTROL
 FB1154  ___________________________________________________________________
 FB1154* NAD 83(1986)-  35 55 48.     (N)    083 20 24.     (W)     SCALED    
 FB1154* NAVD 88     -       326.524  (meters)    1071.27   (feet)  ADJUSTED  
 FB1154  ___________________________________________________________________
 FB1154  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1154  DYNAMIC HT  -         326.216 (meters)    1070.26  (feet)  COMP
 FB1154  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FB1154
 FB1154  VERT ORDER  -  SECOND    CLASS 0
 FB1154
 FB1154.The horizontal coordinates were scaled from a topographic map and have
 FB1154.an estimated accuracy of +/- 6 seconds.
 FB1154
 FB1154.The orthometric height was determined by differential leveling
 FB1154.and adjusted by the National Geodetic Survey in June 1991..
 FB1154
 FB1154.The geoid height was determined by GEOID03.
 FB1154
 FB1154.The dynamic height is computed by dividing the NAVD 88
 FB1154.geopotential number by the normal gravity value computed on the
 FB1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1154.degrees latitude (g = 980.6199 gals.).
 FB1154
 FB1154.The modeled gravity was interpolated from observed gravity values.
 FB1154
 FB1154;                    North         East    Units  Estimated Accuracy
 FB1154;SPC TN       -   180,410.      840,010.      MT  (+/- 180 meters Scaled)
 FB1154
 FB1154                          SUPERSEDED SURVEY CONTROL
 FB1154
 FB1154  NGVD 29 (??/??/92)  326.680  (m)         1071.78   (f) ADJ UNCH    2 0
 FB1154
 FB1154.Superseded values are not recommended for survey control.
 FB1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1154.See file dsdata.txt to determine how the superseded data were derived.
 FB1154
 FB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV888787(NAD 83)
 FB1154_MARKER: DB = BENCH MARK DISK
 FB1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1154_STAMPING: K 47 1934
 FB1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1154+STABILITY: SURFACE MOTION
 FB1154
 FB1154  HISTORY     - Date     Condition        Report By
 FB1154  HISTORY     - 1934     MONUMENTED       CGS
 FB1154  HISTORY     - 1936     GOOD             NGS
 FB1154  HISTORY     - 1968     POOR             TNDT
 FB1154
 FB1154                          STATION DESCRIPTION
 FB1154
 FB1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1154'10 MI W FROM NEWPORT.
 FB1154'IN JEFFERSON COUNTY, 10.0 MILES WEST ALONG U.S. HIGHWAY 35 FROM
 FB1154'NEWPORT, COCKE COUNTY, AT CHESTNUT HILL, JEFFERSON COUNTY, 98.4
 FB1154'FEET NORTHWEST OF NORTHWEST CORNER OF BUSH BROTHERS OFFICE, 30
 FB1154'FEET NORTH OF THE CENTER OF THE JUNCTION WITH U.S. HIGHWAY 70,
 FB1154'EAST OF STATE HIGHWAY 35, AND 3 FEET NORTH OF THE SOUTHWEST
 FB1154'CORNER OF THE RED WAREHOUSE, 21.8 FEET NORTHEAST OF SOUTHEAST
 FB1154'CORNER OF BUSH BROTHERS WAREHOUSE NO. 2, 1/2 FEET WEST OF WEST
 FB1154'SIDE OF WAREHOUSE NO. 3 AND 0.1 FOOT UNDER GROUND AND 1/2 FOOT
 FB1154'SOUTH OF STEEL WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 FB1154'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- AMEND
 FB1154'JUNCTION WITH U.S. HIGHWAY 70 TO READ JUNCTION OF STATE HIGHWAY
 FB1154'35 AND CHESTNUT HILL TO DANDRIDGE ROAD.  RED WAREHOUSE IN
 FB1154'BULLETIN IS BUSH BROTHERS WAREHOUSE NO. 3.  ADD S 24 E 98.4 FT
 FB1154'TO NW CORNER OF BUSH BROTHERS OFFICE, S 48 W 21.8 FT TO SE CORNER
 FB1154'OF BUSH BROTHERS WAREHOUSE NO. 2, 0.5 FEET WEST OF WEST SIDE OF
 FB1154'BUSH BROTHERS WAREHOUSE NO. 3.  MONUMENT IS 0.1 FOOT UNDERGROUND.
 FB1154'SIGN SET 0.5 FEET NORTH OF MONUMENT.
 FB1154
 FB1154                          STATION RECOVERY (1968)
 FB1154
 FB1154'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1154'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0966 ***********************************************************************
 GB0966  DESIGNATION -  K 48
 GB0966  PID         -  GB0966
 GB0966  STATE/COUNTY-  TN/FENTRESS
 GB0966  USGS QUAD   -  GRIMSLEY (1984)
 GB0966
 GB0966                         *CURRENT SURVEY CONTROL
 GB0966  ___________________________________________________________________
 GB0966* NAD 83(1986)-  36 19 03.     (N)    084 58 03.     (W)     SCALED    
 GB0966* NAVD 88     -       527.647  (meters)    1731.12   (feet)  ADJUSTED  
 GB0966  ___________________________________________________________________
 GB0966  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB0966  DYNAMIC HT  -         527.175 (meters)    1729.57  (feet)  COMP
 GB0966  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GB0966
 GB0966  VERT ORDER  -  SECOND    CLASS 0
 GB0966
 GB0966.The horizontal coordinates were scaled from a topographic map and have
 GB0966.an estimated accuracy of +/- 6 seconds.
 GB0966
 GB0966.The orthometric height was determined by differential leveling
 GB0966.and adjusted by the National Geodetic Survey in June 1991..
 GB0966
 GB0966.The geoid height was determined by GEOID03.
 GB0966
 GB0966.The dynamic height is computed by dividing the NAVD 88
 GB0966.geopotential number by the normal gravity value computed on the
 GB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0966.degrees latitude (g = 980.6199 gals.).
 GB0966
 GB0966.The modeled gravity was interpolated from observed gravity values.
 GB0966
 GB0966;                    North         East    Units  Estimated Accuracy
 GB0966;SPC TN       -   220,630.      692,720.      MT  (+/- 180 meters Scaled)
 GB0966
 GB0966                          SUPERSEDED SURVEY CONTROL
 GB0966
 GB0966  NGVD 29 (??/??/92)  527.739  (m)         1731.42   (f) ADJ UNCH    2 0
 GB0966
 GB0966.Superseded values are not recommended for survey control.
 GB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0966.See file dsdata.txt to determine how the superseded data were derived.
 GB0966
 GB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF824210(NAD 83)
 GB0966_MARKER: DB = BENCH MARK DISK
 GB0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0966_STAMPING: K 48 1934
 GB0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0966+STABILITY: SURFACE MOTION
 GB0966
 GB0966  HISTORY     - Date     Condition        Report By
 GB0966  HISTORY     - 1934     MONUMENTED       CGS
 GB0966
 GB0966                          STATION DESCRIPTION
 GB0966
 GB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0966'3.8 MI NE FROM GRIMSLEY.
 GB0966'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMSLEY,
 GB0966'FENTRESS COUNTY, ACROSS THE HIGHWAY FROM THE W.F. HAMMICKS
 GB0966'RESIDENCE, AT THE TIMBERLINE, AND 40 FEET EAST OF THE CENTERLINE
 GB0966'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 48 1934 AND SET
 GB0966'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0581 ***********************************************************************
 GB0581  DESIGNATION -  K 50
 GB0581  PID         -  GB0581
 GB0581  STATE/COUNTY-  TN/ANDERSON
 GB0581  USGS QUAD   -  LAKE CITY (1973)
 GB0581
 GB0581                         *CURRENT SURVEY CONTROL
 GB0581  ___________________________________________________________________
 GB0581* NAD 83(1986)-  36 10 05.     (N)    084 07 46.     (W)     SCALED    
 GB0581* NAVD 88     -       256.644  (meters)     842.01   (feet)  ADJUSTED  
 GB0581  ___________________________________________________________________
 GB0581  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0581  DYNAMIC HT  -         256.413 (meters)     841.25  (feet)  COMP
 GB0581  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0581
 GB0581  VERT ORDER  -  SECOND    CLASS 0
 GB0581
 GB0581.The horizontal coordinates were scaled from a topographic map and have
 GB0581.an estimated accuracy of +/- 6 seconds.
 GB0581
 GB0581.The orthometric height was determined by differential leveling
 GB0581.and adjusted by the National Geodetic Survey in June 1991..
 GB0581
 GB0581.The geoid height was determined by GEOID03.
 GB0581
 GB0581.The dynamic height is computed by dividing the NAVD 88
 GB0581.geopotential number by the normal gravity value computed on the
 GB0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0581.degrees latitude (g = 980.6199 gals.).
 GB0581
 GB0581.The modeled gravity was interpolated from observed gravity values.
 GB0581
 GB0581;                    North         East    Units  Estimated Accuracy
 GB0581;SPC TN       -   205,170.      768,280.      MT  (+/- 180 meters Scaled)
 GB0581
 GB0581                          SUPERSEDED SURVEY CONTROL
 GB0581
 GB0581  NGVD 29 (??/??/92)  256.780  (m)          842.45   (f) ADJ UNCH    2 0
 GB0581
 GB0581.Superseded values are not recommended for survey control.
 GB0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0581.See file dsdata.txt to determine how the superseded data were derived.
 GB0581
 GB0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581064(NAD 83)
 GB0581_MARKER: DB = BENCH MARK DISK
 GB0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0581_SP_SET: FOUNDATION
 GB0581_STAMPING: K 50 1934
 GB0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0581
 GB0581  HISTORY     - Date     Condition        Report By
 GB0581  HISTORY     - 1934     MONUMENTED       CGS
 GB0581  HISTORY     - 1949     GOOD             NGS
 GB0581
 GB0581                          STATION DESCRIPTION
 GB0581
 GB0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0581'4 MI S FROM COAL CREEK.
 GB0581'4.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0581'ANDERSON COUNTY, 18 RAILS NORTH OF THE STATION AT OFFUTT, IN
 GB0581'THE TOP OF A CONCRETE FOUNDATION (THE MAIL CRANE HAS BEEN
 GB0581'REMOVED), AND 5 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 GB0581'K 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0115 ***********************************************************************
 GB0115  DESIGNATION -  K 51
 GB0115  PID         -  GB0115
 GB0115  STATE/COUNTY-  TN/CAMPBELL
 GB0115  USGS QUAD   -  JELLICO EAST (1982)
 GB0115
 GB0115                         *CURRENT SURVEY CONTROL
 GB0115  ___________________________________________________________________
 GB0115* NAD 83(1986)-  36 33 52.     (N)    084 02 10.     (W)     SCALED    
 GB0115* NAVD 88     -       316.710  (meters)    1039.07   (feet)  ADJUSTED  
 GB0115  ___________________________________________________________________
 GB0115  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0115  DYNAMIC HT  -         316.435 (meters)    1038.17  (feet)  COMP
 GB0115  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GB0115
 GB0115  VERT ORDER  -  SECOND    CLASS 0
 GB0115
 GB0115.The horizontal coordinates were scaled from a topographic map and have
 GB0115.an estimated accuracy of +/- 6 seconds.
 GB0115
 GB0115.The orthometric height was determined by differential leveling
 GB0115.and adjusted by the National Geodetic Survey in June 1991..
 GB0115.WARNING-Repeat measurements at this control monument indicate possible
 GB0115.vertical movement.
 GB0115
 GB0115.The geoid height was determined by GEOID03.
 GB0115
 GB0115.The dynamic height is computed by dividing the NAVD 88
 GB0115.geopotential number by the normal gravity value computed on the
 GB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0115.degrees latitude (g = 980.6199 gals.).
 GB0115
 GB0115.The modeled gravity was interpolated from observed gravity values.
 GB0115
 GB0115;                    North         East    Units  Estimated Accuracy
 GB0115;SPC TN       -   249,310.      775,790.      MT  (+/- 180 meters Scaled)
 GB0115
 GB0115                          SUPERSEDED SURVEY CONTROL
 GB0115
 GB0115  NGVD 29 (??/??/92)  316.856  (m)         1039.55   (f) ADJ UNCH    2 0
 GB0115
 GB0115.Superseded values are not recommended for survey control.
 GB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0115.See file dsdata.txt to determine how the superseded data were derived.
 GB0115
 GB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652506(NAD 83)
 GB0115_MARKER: DB = BENCH MARK DISK
 GB0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0115_STAMPING: K 51 1934
 GB0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0115+STABILITY: SURFACE MOTION
 GB0115
 GB0115  HISTORY     - Date     Condition        Report By
 GB0115  HISTORY     - 1934     MONUMENTED       CGS
 GB0115  HISTORY     - 1935     GOOD             NGS
 GB0115
 GB0115                          STATION DESCRIPTION
 GB0115
 GB0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0115'AT HOLTON.
 GB0115'AT HOLTON, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0115'RAILROAD, 7 RAILS WEST OF THE STATION, 4 RAILS EAST OF THE PORTAL
 GB0115'OF A TUNNEL ON THE WYE, 2-1/2 RAILS WEST OF MILEPOST L 206,
 GB0115'AND 5 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 GB0115'K 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0617 ***********************************************************************
 GA0617  DESIGNATION -  K 52
 GA0617  PID         -  GA0617
 GA0617  STATE/COUNTY-  TN/UNICOI
 GA0617  USGS QUAD   -  CHESTOA (1978)
 GA0617
 GA0617                         *CURRENT SURVEY CONTROL
 GA0617  ___________________________________________________________________
 GA0617* NAD 83(1986)-  36 04 22.     (N)    082 25 02.     (W)     SCALED    
 GA0617* NAVD 88     -       538.998  (meters)    1768.36   (feet)  ADJUSTED  
 GA0617  ___________________________________________________________________
 GA0617  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA0617  DYNAMIC HT  -         538.441 (meters)    1766.54  (feet)  COMP
 GA0617  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 GA0617
 GA0617  VERT ORDER  -  SECOND    CLASS 0
 GA0617
 GA0617.The horizontal coordinates were scaled from a topographic map and have
 GA0617.an estimated accuracy of +/- 6 seconds.
 GA0617
 GA0617.The orthometric height was determined by differential leveling
 GA0617.and adjusted by the National Geodetic Survey in June 1991..
 GA0617
 GA0617.The geoid height was determined by GEOID03.
 GA0617
 GA0617.The dynamic height is computed by dividing the NAVD 88
 GA0617.geopotential number by the normal gravity value computed on the
 GA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0617.degrees latitude (g = 980.6199 gals.).
 GA0617
 GA0617.The modeled gravity was interpolated from observed gravity values.
 GA0617
 GA0617;                    North         East    Units  Estimated Accuracy
 GA0617;SPC TN       -   198,900.      922,650.      MT  (+/- 180 meters Scaled)
 GA0617
 GA0617                          SUPERSEDED SURVEY CONTROL
 GA0617
 GA0617  NGVD 29 (??/??/92)  539.093  (m)         1768.67   (f) ADJ UNCH    2 0
 GA0617
 GA0617.Superseded values are not recommended for survey control.
 GA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0617.See file dsdata.txt to determine how the superseded data were derived.
 GA0617
 GA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV723929(NAD 83)
 GA0617_MARKER: DB = BENCH MARK DISK
 GA0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0617_SP_SET: BRIDGE
 GA0617_STAMPING: K 52 1934
 GA0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0617
 GA0617  HISTORY     - Date     Condition        Report By
 GA0617  HISTORY     - 1934     MONUMENTED       CGS
 GA0617  HISTORY     - 1944     GOOD             NGS
 GA0617
 GA0617                          STATION DESCRIPTION
 GA0617
 GA0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0617'6.4 MI S FROM ERWIN.
 GA0617'6.4 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM ERWIN, UNICOI
 GA0617'COUNTY, AT MILEAGE 142.5, 75 FEET WEST OF THE TENNESSEE-NORTH
 GA0617'CAROLINA STATE LINE, AT A BRIDGE OVER A SMALL STREAM, IN THE TOP
 GA0617'OF THE NORTHEAST CORNER OF THE CONCRETE RETAINING WALL, AND 7
 GA0617'FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED K 52 1934.
 GA0617
 GA0617                          STATION RECOVERY (1944)
 GA0617
 GA0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GA0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1204 ***********************************************************************
 FB1204  DESIGNATION -  K 53
 FB1204  PID         -  FB1204
 FB1204  STATE/COUNTY-  TN/SEVIER
 FB1204  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1204
 FB1204                         *CURRENT SURVEY CONTROL
 FB1204  ___________________________________________________________________
 FB1204* NAD 83(1986)-  35 38 12.     (N)    083 29 20.     (W)     SCALED    
 FB1204* NAVD 88     -       826.719  (meters)    2712.33   (feet)  ADJUSTED  
 FB1204  ___________________________________________________________________
 FB1204  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FB1204  DYNAMIC HT  -         825.814 (meters)    2709.36  (feet)  COMP
 FB1204  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 FB1204
 FB1204  VERT ORDER  -  SECOND    CLASS 0
 FB1204
 FB1204.The horizontal coordinates were scaled from a topographic map and have
 FB1204.an estimated accuracy of +/- 6 seconds.
 FB1204
 FB1204.The orthometric height was determined by differential leveling
 FB1204.and adjusted by the National Geodetic Survey in June 1991..
 FB1204
 FB1204.The geoid height was determined by GEOID03.
 FB1204
 FB1204.The dynamic height is computed by dividing the NAVD 88
 FB1204.geopotential number by the normal gravity value computed on the
 FB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1204.degrees latitude (g = 980.6199 gals.).
 FB1204
 FB1204.The modeled gravity was interpolated from observed gravity values.
 FB1204
 FB1204;                    North         East    Units  Estimated Accuracy
 FB1204;SPC TN       -   147,520.      827,410.      MT  (+/- 180 meters Scaled)
 FB1204
 FB1204                          SUPERSEDED SURVEY CONTROL
 FB1204
 FB1204  NGVD 29 (??/??/92)  826.749  (m)         2712.43   (f) ADJ UNCH    2 0
 FB1204
 FB1204.Superseded values are not recommended for survey control.
 FB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1204.See file dsdata.txt to determine how the superseded data were derived.
 FB1204
 FB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV746465(NAD 83)
 FB1204_MARKER: DB = BENCH MARK DISK
 FB1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1204_STAMPING: K 53 1934
 FB1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1204+STABILITY: SURFACE MOTION
 FB1204
 FB1204  HISTORY     - Date     Condition        Report By
 FB1204  HISTORY     - 1934     MONUMENTED       CGS
 FB1204  HISTORY     - 1934     GOOD             NGS
 FB1204
 FB1204                          STATION DESCRIPTION
 FB1204
 FB1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1204'6.9 MI SE FROM GATLINBURG.
 FB1204'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1204'SEVIER COUNTY, 4.9 MILES SOUTHEAST OF THE INTERSECTION OF
 FB1204'STATE HIGHWAY 73, AT A CURVE, 180 FEET SOUTH OF THE BRIDGE OVER
 FB1204'LITTLE PIGEON RIVER, 70 FEET SOUTH OF THE CENTERLINE OF THE
 FB1204'HIGHWAY, 40 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING
 FB1204'SOUTHEAST, AND AT THE FOOT OF A STEEP BANK.  A STANDARD DISK,
 FB1204'STAMPED K 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0161 ***********************************************************************
 FC0161  DESIGNATION -  K 54
 FC0161  PID         -  FC0161
 FC0161  STATE/COUNTY-  TN/MONROE
 FC0161  USGS QUAD   -  VONORE (1986)
 FC0161
 FC0161                         *CURRENT SURVEY CONTROL
 FC0161  ___________________________________________________________________
 FC0161* NAD 83(1986)-  35 34 35.     (N)    084 09 54.     (W)     SCALED    
 FC0161* NAVD 88     -       263.147  (meters)     863.34   (feet)  ADJUSTED  
 FC0161  ___________________________________________________________________
 FC0161  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0161  DYNAMIC HT  -         262.896 (meters)     862.52  (feet)  COMP
 FC0161  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FC0161
 FC0161  VERT ORDER  -  SECOND    CLASS 0
 FC0161
 FC0161.The horizontal coordinates were scaled from a topographic map and have
 FC0161.an estimated accuracy of +/- 6 seconds.
 FC0161
 FC0161.The orthometric height was determined by differential leveling
 FC0161.and adjusted by the National Geodetic Survey in June 1991..
 FC0161
 FC0161.The geoid height was determined by GEOID03.
 FC0161
 FC0161.The dynamic height is computed by dividing the NAVD 88
 FC0161.geopotential number by the normal gravity value computed on the
 FC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0161.degrees latitude (g = 980.6199 gals.).
 FC0161
 FC0161.The modeled gravity was interpolated from observed gravity values.
 FC0161
 FC0161;                    North         East    Units  Estimated Accuracy
 FC0161;SPC TN       -   139,480.      766,310.      MT  (+/- 180 meters Scaled)
 FC0161
 FC0161                          SUPERSEDED SURVEY CONTROL
 FC0161
 FC0161  NGVD 29 (??/??/92)  263.265  (m)          863.73   (f) ADJ UNCH    2 0
 FC0161
 FC0161.Superseded values are not recommended for survey control.
 FC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0161.See file dsdata.txt to determine how the superseded data were derived.
 FC0161
 FC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE569406(NAD 83)
 FC0161_MARKER: DB = BENCH MARK DISK
 FC0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0161_STAMPING: K 54 1934
 FC0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0161+STABILITY: SURFACE MOTION
 FC0161
 FC0161  HISTORY     - Date     Condition        Report By
 FC0161  HISTORY     - 1934     MONUMENTED       CGS
 FC0161
 FC0161                          STATION DESCRIPTION
 FC0161
 FC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0161'1.5 MI NW FROM BACONS SPRINGS.
 FC0161'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM BACONS SPRINGS,
 FC0161'MONROE COUNTY, AT THE CENTER OF A SMALL OPENING IN A CLUMP OF
 FC0161'OAK TREES, 25 FEET SOUTHEAST OF A FENCE CORNER, 30 FEET SOUTHWEST
 FC0161'OF THE CENTERLINE OF THE HIGHWAY, AND IN A FENCELINE.  A STANDARD
 FC0161'DISK, STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 FC0161'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1887 ***********************************************************************
 GA1887  DESIGNATION -  K 55
 GA1887  PID         -  GA1887
 GA1887  STATE/COUNTY-  TN/HAWKINS
 GA1887  USGS QUAD   -  CAMELOT (1976)
 GA1887
 GA1887                         *CURRENT SURVEY CONTROL
 GA1887  ___________________________________________________________________
 GA1887* NAD 83(1986)-  36 29 36.     (N)    083 01 33.     (W)     SCALED    
 GA1887* NAVD 88     -       406.933  (meters)    1335.08   (feet)  ADJUSTED  
 GA1887  ___________________________________________________________________
 GA1887  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1887  DYNAMIC HT  -         406.562 (meters)    1333.86  (feet)  COMP
 GA1887  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 GA1887
 GA1887  VERT ORDER  -  SECOND    CLASS 0
 GA1887
 GA1887.The horizontal coordinates were scaled from a topographic map and have
 GA1887.an estimated accuracy of +/- 6 seconds.
 GA1887
 GA1887.The orthometric height was determined by differential leveling
 GA1887.and adjusted by the National Geodetic Survey in June 1991..
 GA1887
 GA1887.The geoid height was determined by GEOID03.
 GA1887
 GA1887.The dynamic height is computed by dividing the NAVD 88
 GA1887.geopotential number by the normal gravity value computed on the
 GA1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1887.degrees latitude (g = 980.6199 gals.).
 GA1887
 GA1887.The modeled gravity was interpolated from observed gravity values.
 GA1887
 GA1887;                    North         East    Units  Estimated Accuracy
 GA1887;SPC TN       -   243,710.      866,450.      MT  (+/- 180 meters Scaled)
 GA1887
 GA1887                          SUPERSEDED SURVEY CONTROL
 GA1887
 GA1887  NGVD 29 (??/??/92)  407.073  (m)         1335.54   (f) ADJ UNCH    2 0
 GA1887
 GA1887.Superseded values are not recommended for survey control.
 GA1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1887.See file dsdata.txt to determine how the superseded data were derived.
 GA1887
 GA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA185405(NAD 83)
 GA1887_MARKER: DB = BENCH MARK DISK
 GA1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1887_STAMPING: K 55 1934
 GA1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1887+STABILITY: SURFACE MOTION
 GA1887
 GA1887  HISTORY     - Date     Condition        Report By
 GA1887  HISTORY     - 1934     MONUMENTED       CGS
 GA1887  HISTORY     - 1949     GOOD             NGS
 GA1887
 GA1887                          STATION DESCRIPTION
 GA1887
 GA1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1887'10.2 MI N FROM ROGERSVILLE.
 GA1887'10.2 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1887'HAWKINS COUNTY, AT THE CLIPPER CHAPEL CHURCH, 120 FEET NORTH
 GA1887'OF THE ROAD LEADING TO CHURCH, 50 FEET WEST OF THE CENTERLINE
 GA1887'OF THE HIGHWAY AT A FENCE LINE, LOCATED IN A ROW OF MAPLE TREES,
 GA1887'300 FEET NE OF CLIPPER SCHOOL, 42.9 FEET E-SE OF 16 INCH MAPLE
 GA1887'TREE, 12 FEET NW OF 6 IN MAPLE TREE.  A STANDARD DISK STAMPED
 GA1887'K 55 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA1887'6 INCHES ABOVE GROUND.
 GA1887
 GA1887                          STATION RECOVERY (1949)
 GA1887
 GA1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GA1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0744 ***********************************************************************
 GA0744  DESIGNATION -  K 56
 GA0744  PID         -  GA0744
 GA0744  STATE/COUNTY-  TN/GREENE
 GA0744  USGS QUAD   -  GREENEVILLE (1961)
 GA0744
 GA0744                         *CURRENT SURVEY CONTROL
 GA0744  ___________________________________________________________________
 GA0744* NAD 83(1986)-  36 09 47.     (N)    082 49 51.     (W)     SCALED    
 GA0744* NAVD 88     -       466.650  (meters)    1531.00   (feet)  ADJUSTED  
 GA0744  ___________________________________________________________________
 GA0744  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0744  DYNAMIC HT  -         466.205 (meters)    1529.54  (feet)  COMP
 GA0744  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0744
 GA0744  VERT ORDER  -  SECOND    CLASS 0
 GA0744
 GA0744.The horizontal coordinates were scaled from a topographic map and have
 GA0744.an estimated accuracy of +/- 6 seconds.
 GA0744
 GA0744.The orthometric height was determined by differential leveling
 GA0744.and adjusted by the National Geodetic Survey in June 1991..
 GA0744.WARNING-Repeat measurements at this control monument indicate possible
 GA0744.vertical movement.
 GA0744
 GA0744.The geoid height was determined by GEOID03.
 GA0744
 GA0744.The dynamic height is computed by dividing the NAVD 88
 GA0744.geopotential number by the normal gravity value computed on the
 GA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0744.degrees latitude (g = 980.6199 gals.).
 GA0744
 GA0744.The modeled gravity was interpolated from observed gravity values.
 GA0744
 GA0744;                    North         East    Units  Estimated Accuracy
 GA0744;SPC TN       -   207,620.      885,100.      MT  (+/- 180 meters Scaled)
 GA0744
 GA0744                          SUPERSEDED SURVEY CONTROL
 GA0744
 GA0744  NGVD 29 (??/??/92)  466.773  (m)         1531.40   (f) ADJ UNCH    2 0
 GA0744
 GA0744.Superseded values are not recommended for survey control.
 GA0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0744.See file dsdata.txt to determine how the superseded data were derived.
 GA0744
 GA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA353035(NAD 83)
 GA0744_MARKER: DB = BENCH MARK DISK
 GA0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0744_SP_SET: BUILDING
 GA0744_STAMPING: K 56 1934
 GA0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0744+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0744
 GA0744  HISTORY     - Date     Condition        Report By
 GA0744  HISTORY     - 1934     MONUMENTED       CGS
 GA0744  HISTORY     - 1955     GOOD             NGS
 GA0744  HISTORY     - 20041214 GOOD             TVA
 GA0744
 GA0744                          STATION DESCRIPTION
 GA0744
 GA0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0744'AT GREENEVILLE.
 GA0744'AT GREENEVILLE, GREENE COUNTY, IN THE FACE OF THE CORNERSTONE OF
 GA0744'THE COUNTY COURTHOUSE, 3 FEET NORTH OF THE SOUTHWEST CORNER, 3
 GA0744'FEET SOUTH OF THE STEPS, AND 3 FEET ABOVE GROUND.  A STANDARD
 GA0744'DISK, STAMPED K 56 1934 AND SET VERTICALLY.
 GA0744
 GA0744                          STATION RECOVERY (2004)
 GA0744
 GA0744'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0633 ***********************************************************************
 GA0633  DESIGNATION -  K 57
 GA0633  PID         -  GA0633
 GA0633  STATE/COUNTY-  TN/WASHINGTON
 GA0633  USGS QUAD   -  JONESBOROUGH (1968)
 GA0633
 GA0633                         *CURRENT SURVEY CONTROL
 GA0633  ___________________________________________________________________
 GA0633* NAD 83(1986)-  36 21 18.     (N)    082 25 43.     (W)     SCALED    
 GA0633* NAVD 88     -       504.379  (meters)    1654.78   (feet)  ADJUSTED  
 GA0633  ___________________________________________________________________
 GA0633  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0633  DYNAMIC HT  -         503.904 (meters)    1653.22  (feet)  COMP
 GA0633  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 GA0633
 GA0633  VERT ORDER  -  SECOND    CLASS 0
 GA0633
 GA0633.The horizontal coordinates were scaled from a topographic map and have
 GA0633.an estimated accuracy of +/- 6 seconds.
 GA0633
 GA0633.The orthometric height was determined by differential leveling
 GA0633.and adjusted by the National Geodetic Survey in June 1991..
 GA0633
 GA0633.The geoid height was determined by GEOID03.
 GA0633
 GA0633.The dynamic height is computed by dividing the NAVD 88
 GA0633.geopotential number by the normal gravity value computed on the
 GA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0633.degrees latitude (g = 980.6199 gals.).
 GA0633
 GA0633.The modeled gravity was interpolated from observed gravity values.
 GA0633
 GA0633;                    North         East    Units  Estimated Accuracy
 GA0633;SPC TN       -   230,150.      920,490.      MT  (+/- 180 meters Scaled)
 GA0633
 GA0633                          SUPERSEDED SURVEY CONTROL
 GA0633
 GA0633  NGVD 29 (??/??/92)  504.522  (m)         1655.25   (f) ADJ UNCH    2 0
 GA0633
 GA0633.Superseded values are not recommended for survey control.
 GA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0633.See file dsdata.txt to determine how the superseded data were derived.
 GA0633
 GA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA718242(NAD 83)
 GA0633_MARKER: DB = BENCH MARK DISK
 GA0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0633_STAMPING: K 57 1934
 GA0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0633+STABILITY: SURFACE MOTION
 GA0633
 GA0633  HISTORY     - Date     Condition        Report By
 GA0633  HISTORY     - 1934     MONUMENTED       CGS
 GA0633  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0633
 GA0633                          STATION DESCRIPTION
 GA0633
 GA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0633'6.8 MI NW FROM JOHNSON CITY.
 GA0633'6.8 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0633'CITY, WASHINGTON COUNTY, AT MILEAGE 113.4, 75 FEET SOUTH OF A ROAD
 GA0633'CROSSING, 21 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 10
 GA0633'FEET EAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED K 57 1934
 GA0633'AND SET IN THE TOP OF A CONCRETE POST.
 GA0633
 GA0633                          STATION RECOVERY (2001)
 GA0633
 GA0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0633'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0563 ***********************************************************************
 GA0563  DESIGNATION -  K 58
 GA0563  PID         -  GA0563
 GA0563  STATE/COUNTY-  TN/WASHINGTON
 GA0563  USGS QUAD   -  JONESBOROUGH (1968)
 GA0563
 GA0563                         *CURRENT SURVEY CONTROL
 GA0563  ___________________________________________________________________
 GA0563* NAD 83(1986)-  36 18 34.     (N)    082 24 43.     (W)     SCALED    
 GA0563* NAVD 88     -       537.148  (meters)    1762.29   (feet)  ADJUSTED  
 GA0563  ___________________________________________________________________
 GA0563  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0563  DYNAMIC HT  -         536.638 (meters)    1760.62  (feet)  COMP
 GA0563  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 GA0563
 GA0563  VERT ORDER  -  SECOND    CLASS 0
 GA0563
 GA0563.The horizontal coordinates were scaled from a topographic map and have
 GA0563.an estimated accuracy of +/- 6 seconds.
 GA0563
 GA0563.The orthometric height was determined by differential leveling
 GA0563.and adjusted by the National Geodetic Survey in June 1991..
 GA0563
 GA0563.The geoid height was determined by GEOID03.
 GA0563
 GA0563.The dynamic height is computed by dividing the NAVD 88
 GA0563.geopotential number by the normal gravity value computed on the
 GA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0563.degrees latitude (g = 980.6199 gals.).
 GA0563
 GA0563.The modeled gravity was interpolated from observed gravity values.
 GA0563
 GA0563;                    North         East    Units  Estimated Accuracy
 GA0563;SPC TN       -   225,160.      922,170.      MT  (+/- 180 meters Scaled)
 GA0563
 GA0563                          SUPERSEDED SURVEY CONTROL
 GA0563
 GA0563  NGVD 29 (??/??/92)  537.284  (m)         1762.74   (f) ADJ UNCH    2 0
 GA0563
 GA0563.Superseded values are not recommended for survey control.
 GA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0563.See file dsdata.txt to determine how the superseded data were derived.
 GA0563
 GA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA732191(NAD 83)
 GA0563_MARKER: DB = BENCH MARK DISK
 GA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0563_STAMPING: K 58 1934
 GA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0563+STABILITY: SURFACE MOTION
 GA0563
 GA0563  HISTORY     - Date     Condition        Report By
 GA0563  HISTORY     - 1934     MONUMENTED       CGS
 GA0563  HISTORY     - 1965     GOOD             NGS
 GA0563  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0563
 GA0563                          STATION DESCRIPTION
 GA0563
 GA0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0563'3.6 MI W FROM JOHNSON CITY.
 GA0563'3.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0563'JOHNSON CITY, WASHINGTON COUNTY, AT MILEAGE 28.5, 125 FEET WEST
 GA0563'OF A CROSSING, 20 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0563'1 FOOT EAST OF A POLE, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 GA0563'DISK, STAMPED K 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0563'NOTE-- 1965 REPORT-- USE PUBLISHED DESCRIPTION EXCEPT LOCAL
 GA0563'REFERENCES.  MONUMENT LOCATED-- 159 FT WEST OF CENTERLINE OF
 GA0563'GRADE CROSSING, 24 FT NORTH OF CENTERLINE OF SOUTHERN RR TRACK,
 GA0563'2.6 FT NE OF TELEPHONE POLE, 8 FT SW OF CENTERLINE OF GRAVEL
 GA0563'FARM ENTRANCE.  CAN ALSO BE LOCATED-- WHEN DRIVING WEST ON HWY
 GA0563'11-E, TURN LEFT JUST BEFORE FAITH TABERNACLE CHURCH AND GO .2
 GA0563'MILE TO RR CROSSING.  CHURCH IS 1.2 MILES WEST OF NEW TVA POWER
 GA0563'SERVICE CENTER.
 GA0563
 GA0563                          STATION RECOVERY (1965)
 GA0563
 GA0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA0563'RECOVERED IN GOOD CONDITION.
 GA0563
 GA0563                          STATION RECOVERY (2001)
 GA0563
 GA0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0805 ***********************************************************************
 GD0805  DESIGNATION -  K 59
 GD0805  PID         -  GD0805
 GD0805  STATE/COUNTY-  TN/DYER
 GD0805  USGS QUAD   -  DYERSBURG (1983)
 GD0805
 GD0805                         *CURRENT SURVEY CONTROL
 GD0805  ___________________________________________________________________
 GD0805* NAD 83(1986)-  36 02 08.     (N)    089 28 48.     (W)     SCALED    
 GD0805* NAVD 88     -        86.303  (meters)     283.15   (feet)  ADJUSTED  
 GD0805  ___________________________________________________________________
 GD0805  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0805  DYNAMIC HT  -          86.230 (meters)     282.91  (feet)  COMP
 GD0805  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GD0805
 GD0805  VERT ORDER  -  SECOND    CLASS 0
 GD0805
 GD0805.The horizontal coordinates were scaled from a topographic map and have
 GD0805.an estimated accuracy of +/- 6 seconds.
 GD0805
 GD0805.The orthometric height was determined by differential leveling
 GD0805.and adjusted by the National Geodetic Survey in June 1991..
 GD0805
 GD0805.The geoid height was determined by GEOID03.
 GD0805
 GD0805.The dynamic height is computed by dividing the NAVD 88
 GD0805.geopotential number by the normal gravity value computed on the
 GD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0805.degrees latitude (g = 980.6199 gals.).
 GD0805
 GD0805.The modeled gravity was interpolated from observed gravity values.
 GD0805
 GD0805;                    North         East    Units  Estimated Accuracy
 GD0805;SPC TN       -   194,440.      286,450.      MT  (+/- 180 meters Scaled)
 GD0805
 GD0805                          SUPERSEDED SURVEY CONTROL
 GD0805
 GD0805  NGVD 29 (??/??/??)   86.230  (m)          282.91   (f) ADJUSTED    2 0
 GD0805
 GD0805.Superseded values are not recommended for survey control.
 GD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0805.See file dsdata.txt to determine how the superseded data were derived.
 GD0805
 GD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE765907(NAD 83)
 GD0805_MARKER: DB = BENCH MARK DISK
 GD0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0805_STAMPING: K 59 1935
 GD0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0805+STABILITY: SURFACE MOTION
 GD0805
 GD0805  HISTORY     - Date     Condition        Report By
 GD0805  HISTORY     - 1935     MONUMENTED       CGS
 GD0805  HISTORY     - 1957     GOOD             CGS
 GD0805  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0805
 GD0805                          STATION DESCRIPTION
 GD0805
 GD0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0805'AT FINLEY.
 GD0805'AT FINLEY, ALONG STATE HIGHWAY 20, NEAR THE JUNCTION OF HIGHWAY
 GD0805'AND A STREET NORTH TO ILLINOIS CENTRAL RAILROAD STATION, ABOUT
 GD0805'42 YARDS SOUTHEAST AND ACROSS HIGHWAY FROM THE SOUTHEAST CORNER
 GD0805'OF THE METHODIST CHURCH, 30 1/2 FEET SOUTH OF CENTER LINE OF
 GD0805'HIGHWAY, 37 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF A BRICK
 GD0805'HOUSE, 3.2 FEET EAST OF EAST EDGE OF CONCRETE DRIVE TO BRICK
 GD0805'HOUSE, 8 FEET SOUTHWEST OF A FENCE CORNER, 6 FEET WEST OF A
 GD0805'30-INCH MULBERRY TREE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 GD0805'TOP OF A CONCRETE POST ABOUT 6 INCHES UNDERGROUND.
 GD0805
 GD0805                          STATION RECOVERY (2002)
 GD0805
 GD0805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0759 ***********************************************************************
 GA0759  DESIGNATION -  K 59
 GA0759  PID         -  GA0759
 GA0759  STATE/COUNTY-  TN/WASHINGTON
 GA0759  USGS QUAD   -  TELFORD (1971)
 GA0759
 GA0759                         *CURRENT SURVEY CONTROL
 GA0759  ___________________________________________________________________
 GA0759* NAD 83(1986)-  36 13 42.     (N)    082 37 07.     (W)     SCALED    
 GA0759* NAVD 88     -       434.596  (meters)    1425.84   (feet)  ADJUSTED  
 GA0759  ___________________________________________________________________
 GA0759  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0759  DYNAMIC HT  -         434.181 (meters)    1424.48  (feet)  COMP
 GA0759  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 GA0759
 GA0759  VERT ORDER  -  SECOND    CLASS 0
 GA0759
 GA0759.The horizontal coordinates were scaled from a topographic map and have
 GA0759.an estimated accuracy of +/- 6 seconds.
 GA0759
 GA0759.The orthometric height was determined by differential leveling
 GA0759.and adjusted by the National Geodetic Survey in June 1991..
 GA0759
 GA0759.The geoid height was determined by GEOID03.
 GA0759
 GA0759.The dynamic height is computed by dividing the NAVD 88
 GA0759.geopotential number by the normal gravity value computed on the
 GA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0759.degrees latitude (g = 980.6199 gals.).
 GA0759
 GA0759.The modeled gravity was interpolated from observed gravity values.
 GA0759
 GA0759;                    North         East    Units  Estimated Accuracy
 GA0759;SPC TN       -   215,500.      903,930.      MT  (+/- 180 meters Scaled)
 GA0759
 GA0759                          SUPERSEDED SURVEY CONTROL
 GA0759
 GA0759  NGVD 29 (??/??/92)  434.738  (m)         1426.30   (f) ADJ UNCH    2 0
 GA0759
 GA0759.Superseded values are not recommended for survey control.
 GA0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0759.See file dsdata.txt to determine how the superseded data were derived.
 GA0759
 GA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA545104(NAD 83)
 GA0759_MARKER: DB = BENCH MARK DISK
 GA0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0759_STAMPING: K 59 1934
 GA0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0759+STABILITY: SURFACE MOTION
 GA0759
 GA0759  HISTORY     - Date     Condition        Report By
 GA0759  HISTORY     - 1934     MONUMENTED       CGS
 GA0759  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0759
 GA0759                          STATION DESCRIPTION
 GA0759
 GA0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0759'9.3 MI SW FROM JONESBORO.
 GA0759'9.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0759'AT JONESBORO, WASHINGTON COUNTY, AT MILEAGE 42.4, 165 FEET
 GA0759'EAST OF A CROSSING, 20 FEET EAST OF A POLE, 21 FEET NORTH OF THE
 GA0759'CENTERLINE OF THE MAIN TRACK, AND 4 FEET SOUTH OF A FENCE.  A
 GA0759'STANDARD DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A
 GA0759'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0136 ***********************************************************************
 GB0136  DESIGNATION -  K 6
 GB0136  PID         -  GB0136
 GB0136  STATE/COUNTY-  TN/CAMPBELL
 GB0136  USGS QUAD   -  JELLICO WEST (1979)
 GB0136
 GB0136                         *CURRENT SURVEY CONTROL
 GB0136  ___________________________________________________________________
 GB0136* NAD 83(1986)-  36 35 24.     (N)    084 07 35.     (W)     SCALED    
 GB0136* NAVD 88     -       299.152  (meters)     981.47   (feet)  ADJUSTED  
 GB0136  ___________________________________________________________________
 GB0136  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GB0136  DYNAMIC HT  -         298.894 (meters)     980.62  (feet)  COMP
 GB0136  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GB0136
 GB0136  VERT ORDER  -  SECOND    CLASS 0
 GB0136
 GB0136.The horizontal coordinates were scaled from a topographic map and have
 GB0136.an estimated accuracy of +/- 6 seconds.
 GB0136
 GB0136.The orthometric height was determined by differential leveling
 GB0136.and adjusted by the National Geodetic Survey in June 1991..
 GB0136
 GB0136.The geoid height was determined by GEOID03.
 GB0136
 GB0136.The dynamic height is computed by dividing the NAVD 88
 GB0136.geopotential number by the normal gravity value computed on the
 GB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0136.degrees latitude (g = 980.6199 gals.).
 GB0136
 GB0136.The modeled gravity was interpolated from observed gravity values.
 GB0136
 GB0136;                    North         East    Units  Estimated Accuracy
 GB0136;SPC TN       -   251,990.      767,660.      MT  (+/- 180 meters Scaled)
 GB0136
 GB0136                          SUPERSEDED SURVEY CONTROL
 GB0136
 GB0136  NGVD 29 (??/??/92)  299.298  (m)          981.95   (f) ADJ UNCH    2 0
 GB0136
 GB0136.Superseded values are not recommended for survey control.
 GB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0136.See file dsdata.txt to determine how the superseded data were derived.
 GB0136
 GB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF570532(NAD 83)
 GB0136_MARKER: DD = SURVEY DISK
 GB0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0136_SP_SET: STONE POST
 GB0136_STAMPING: K 6 128 1924
 GB0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0136+STABILITY: SURFACE MOTION
 GB0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0136+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 GB0136
 GB0136  HISTORY     - Date     Condition        Report By
 GB0136  HISTORY     - 1924     MONUMENTED       USGS
 GB0136  HISTORY     - 1961     GOOD             NGS
 GB0136  HISTORY     - 20051126 GOOD             USPSQD
 GB0136
 GB0136                          STATION DESCRIPTION
 GB0136
 GB0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0136'AT JELLICO.
 GB0136'THIS BENCH MARK IS AT JELLICO, AT THE MAIN ENTRANCE TO THE POST
 GB0136'OFFICE BUILDING, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 GB0136'STONE POST ON NORTH SIDE OF THE ENTRANCE STEPS AND 2.5 FT. ABOVE
 GB0136'THE GROUND.
 GB0136
 GB0136                          STATION RECOVERY (2005)
 GB0136
 GB0136'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 GB0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0145 ***********************************************************************
 FD0145  DESIGNATION -  K 6
 FD0145  PID         -  FD0145
 FD0145  STATE/COUNTY-  TN/BEDFORD
 FD0145  USGS QUAD   -  NORMANDY (1983)
 FD0145
 FD0145                         *CURRENT SURVEY CONTROL
 FD0145  ___________________________________________________________________
 FD0145* NAD 83(1986)-  35 28 06.     (N)    086 16 34.     (W)     SCALED    
 FD0145* NAVD 88     -       254.161  (meters)     833.86   (feet)  ADJUSTED  
 FD0145  ___________________________________________________________________
 FD0145  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0145  DYNAMIC HT  -         253.922 (meters)     833.08  (feet)  COMP
 FD0145  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FD0145
 FD0145  VERT ORDER  -  FIRST     CLASS II
 FD0145
 FD0145.The horizontal coordinates were scaled from a topographic map and have
 FD0145.an estimated accuracy of +/- 6 seconds.
 FD0145
 FD0145.The orthometric height was determined by differential leveling
 FD0145.and adjusted by the National Geodetic Survey in June 1991..
 FD0145
 FD0145.The geoid height was determined by GEOID03.
 FD0145
 FD0145.The dynamic height is computed by dividing the NAVD 88
 FD0145.geopotential number by the normal gravity value computed on the
 FD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0145.degrees latitude (g = 980.6199 gals.).
 FD0145
 FD0145.The modeled gravity was interpolated from observed gravity values.
 FD0145
 FD0145;                    North         East    Units  Estimated Accuracy
 FD0145;SPC TN       -   125,960.      574,940.      MT  (+/- 180 meters Scaled)
 FD0145
 FD0145                          SUPERSEDED SURVEY CONTROL
 FD0145
 FD0145  NGVD 29 (??/??/92)  254.152  (m)          833.83   (f) ADJ UNCH    1 2
 FD0145
 FD0145.Superseded values are not recommended for survey control.
 FD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0145.See file dsdata.txt to determine how the superseded data were derived.
 FD0145
 FD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE656252(NAD 83)
 FD0145_MARKER: DB = BENCH MARK DISK
 FD0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0145_STAMPING: 834.181 K 6 1930
 FD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0145+STABILITY: SURFACE MOTION
 FD0145
 FD0145  HISTORY     - Date     Condition        Report By
 FD0145  HISTORY     - 1930     MONUMENTED       CGS
 FD0145  HISTORY     - 1934     GOOD             NGS
 FD0145  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0145
 FD0145                          STATION DESCRIPTION
 FD0145
 FD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0145'AT CORTNER.
 FD0145'AT CORTNER, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FD0145'ST. LOUIS RAILWAY, 25 FEET WEST OF THE WEST END OF THE STATION,
 FD0145'BETWEEN THE STATION AND A WAREHOUSE, 28 FEET NORTH OF THE
 FD0145'NORTH RAIL OF THE MAIN TRACK, AND JUST INSIDE THE RIGHT-OF-WAY
 FD0145'FENCE.  A STANDARD DISK, STAMPED 834.181 K 6 1930 AND SET IN
 FD0145'THE TOP OF A CONCRETE POST.  NOTE-- 12 FEET SOUTHWEST OF A
 FD0145'STEEL WITNESS POST, 15 FEET SOUTHWEST OF POWER LINE POLE, (DELETE
 FD0145'25 FEET WEST OF STATION) 23 FEET NORTHEAST OF THE SOUTHEAST
 FD0145'CORNER OF A WAREHOUSE.
 FD0145
 FD0145                          STATION RECOVERY (1999)
 FD0145
 FD0145'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0145'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0747 ***********************************************************************
 GD0747  DESIGNATION -  K 60
 GD0747  PID         -  GD0747
 GD0747  STATE/COUNTY-  TN/LAKE
 GD0747  USGS QUAD   -  MISTON (1983)
 GD0747
 GD0747                         *CURRENT SURVEY CONTROL
 GD0747  ___________________________________________________________________
 GD0747* NAD 83(1986)-  36 14 17.     (N)    089 29 50.     (W)     SCALED    
 GD0747* NAVD 88     -        86.679  (meters)     284.38   (feet)  ADJUSTED  
 GD0747  ___________________________________________________________________
 GD0747  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0747  DYNAMIC HT  -          86.608 (meters)     284.15  (feet)  COMP
 GD0747  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GD0747
 GD0747  VERT ORDER  -  SECOND    CLASS 0
 GD0747
 GD0747.The horizontal coordinates were scaled from a topographic map and have
 GD0747.an estimated accuracy of +/- 6 seconds.
 GD0747
 GD0747.The orthometric height was determined by differential leveling
 GD0747.and adjusted by the National Geodetic Survey in June 1991..
 GD0747
 GD0747.The geoid height was determined by GEOID03.
 GD0747
 GD0747.The dynamic height is computed by dividing the NAVD 88
 GD0747.geopotential number by the normal gravity value computed on the
 GD0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0747.degrees latitude (g = 980.6199 gals.).
 GD0747
 GD0747.The modeled gravity was interpolated from observed gravity values.
 GD0747
 GD0747;                    North         East    Units  Estimated Accuracy
 GD0747;SPC TN       -   216,950.      285,700.      MT  (+/- 180 meters Scaled)
 GD0747
 GD0747                          SUPERSEDED SURVEY CONTROL
 GD0747
 GD0747  NGVD 29 (??/??/??)   86.712  (m)          284.49   (f) ADJUSTED    2 0
 GD0747
 GD0747.Superseded values are not recommended for survey control.
 GD0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0747.See file dsdata.txt to determine how the superseded data were derived.
 GD0747
 GD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF755132(NAD 83)
 GD0747_MARKER: DB = BENCH MARK DISK
 GD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0747_STAMPING: K 60 1935
 GD0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0747+STABILITY: SURFACE MOTION
 GD0747
 GD0747  HISTORY     - Date     Condition        Report By
 GD0747  HISTORY     - 1935     MONUMENTED       CGS
 GD0747  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0747
 GD0747                          STATION DESCRIPTION
 GD0747
 GD0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0747'1.6 MI S FROM RIDGELY.
 GD0747'1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0747'STATION AT RIDGELY, LAKE COUNTY, AT THE HORNRIDGE COTTON GIN, AT
 GD0747'A ROAD CROSSING, 8 YARDS WEST OF THE CENTERLINE OF THE MAIN TRACK,
 GD0747'2 YARDS SOUTH OF A CORNER FENCE POST, AND AT THE FENCE.  A
 GD0747'STANDARD DISK, STAMPED K 60 1935 AND SET IN THE TOP OF A CONCRETE
 GD0747'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1695 ***********************************************************************
 FE1695  DESIGNATION -  K 61
 FE1695  PID         -  FE1695
 FE1695  STATE/COUNTY-  TN/LAUDERDALE
 FE1695  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1695
 FE1695                         *CURRENT SURVEY CONTROL
 FE1695  ___________________________________________________________________
 FE1695* NAD 83(1986)-  35 46 01.     (N)    089 30 49.     (W)     SCALED    
 FE1695* NAVD 88     -       106.213  (meters)     348.47   (feet)  ADJUSTED  
 FE1695  ___________________________________________________________________
 FE1695  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1695  DYNAMIC HT  -         106.122 (meters)     348.17  (feet)  COMP
 FE1695  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 FE1695
 FE1695  VERT ORDER  -  SECOND    CLASS 0
 FE1695
 FE1695.The horizontal coordinates were scaled from a topographic map and have
 FE1695.an estimated accuracy of +/- 6 seconds.
 FE1695
 FE1695.The orthometric height was determined by differential leveling
 FE1695.and adjusted by the National Geodetic Survey in June 1991..
 FE1695
 FE1695.The geoid height was determined by GEOID03.
 FE1695
 FE1695.The dynamic height is computed by dividing the NAVD 88
 FE1695.geopotential number by the normal gravity value computed on the
 FE1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1695.degrees latitude (g = 980.6199 gals.).
 FE1695
 FE1695.The modeled gravity was interpolated from observed gravity values.
 FE1695
 FE1695;                    North         East    Units  Estimated Accuracy
 FE1695;SPC TN       -   164,760.      282,360.      MT  (+/- 180 meters Scaled)
 FE1695
 FE1695                          SUPERSEDED SURVEY CONTROL
 FE1695
 FE1695  NGVD 29 (??/??/??)  106.196  (m)          348.41   (f) ADJUSTED    2 0
 FE1695
 FE1695.Superseded values are not recommended for survey control.
 FE1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1695.See file dsdata.txt to determine how the superseded data were derived.
 FE1695
 FE1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE727610(NAD 83)
 FE1695_MARKER: DB = BENCH MARK DISK
 FE1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1695_STAMPING: K 61 1935
 FE1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1695+STABILITY: SURFACE MOTION
 FE1695
 FE1695  HISTORY     - Date     Condition        Report By
 FE1695  HISTORY     - 1935     MONUMENTED       CGS
 FE1695  HISTORY     - 1957     GOOD             CGS
 FE1695  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1695
 FE1695                          STATION DESCRIPTION
 FE1695
 FE1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1695'1.4 MI N FROM RIPLEY.
 FE1695'1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1695'STATION AT RIPLEY, ABOUT 0.15 MILE SOUTH OF MILEPOST NO. 336,
 FE1695'ABOUT 0.2 MILE SOUTH OF A ROAD CROSSING, 56 1/2 FEET EAST OF THE
 FE1695'EAST RAIL OF THE NORTH BOUND TRACK, 64 FEET EAST-NORTHEAST OF
 FE1695'THE CENTER OF THE INTERSECTION OF AN ABANDONED ROAD CROSSING AND
 FE1695'THE NORTH BOUND TRACK, 27 FEET SOUTHEAST OF TELEPHONE POLE NO.
 FE1695'4931, 4 FEET NORTH OF A T JUNCTION IN A FENCE LINE, 33 FEET
 FE1695'SOUTH OF A FENCE CORNER AT AN OFFSET IN A FENCE LINE, 4 FEET
 FE1695'NORTH OF A WHITE CONCRETE WITNESS POST, 1 FOOT BELOW THE LEVEL,
 FE1695'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1695'THE GROUND.
 FE1695
 FE1695                          STATION RECOVERY (2002)
 FE1695
 FE1695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0788 ***********************************************************************
 FE0788  DESIGNATION -  K 62
 FE0788  PID         -  FE0788
 FE0788  STATE/COUNTY-  TN/GIBSON
 FE0788  USGS QUAD   -  ATWOOD (1983)
 FE0788
 FE0788                         *CURRENT SURVEY CONTROL
 FE0788  ___________________________________________________________________
 FE0788* NAD 83(1986)-  35 55 47.     (N)    088 44 47.     (W)     SCALED    
 FE0788* NAVD 88     -       121.034  (meters)     397.09   (feet)  ADJUSTED  
 FE0788  ___________________________________________________________________
 FE0788  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0788  DYNAMIC HT  -         120.929 (meters)     396.75  (feet)  COMP
 FE0788  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 FE0788
 FE0788  VERT ORDER  -  FIRST     CLASS II
 FE0788
 FE0788.The horizontal coordinates were scaled from a topographic map and have
 FE0788.an estimated accuracy of +/- 6 seconds.
 FE0788
 FE0788.The orthometric height was determined by differential leveling
 FE0788.and adjusted by the National Geodetic Survey in June 1991..
 FE0788
 FE0788.The geoid height was determined by GEOID03.
 FE0788
 FE0788.The dynamic height is computed by dividing the NAVD 88
 FE0788.geopotential number by the normal gravity value computed on the
 FE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0788.degrees latitude (g = 980.6199 gals.).
 FE0788
 FE0788.The modeled gravity was interpolated from observed gravity values.
 FE0788
 FE0788;                    North         East    Units  Estimated Accuracy
 FE0788;SPC TN       -   180,600.      352,200.      MT  (+/- 180 meters Scaled)
 FE0788
 FE0788                          SUPERSEDED SURVEY CONTROL
 FE0788
 FE0788  NGVD 29 (??/??/??)  121.088  (m)          397.27   (f) ADJUSTED    1 2
 FE0788
 FE0788.Superseded values are not recommended for survey control.
 FE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0788.See file dsdata.txt to determine how the superseded data were derived.
 FE0788
 FE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE424775(NAD 83)
 FE0788_MARKER: DB = BENCH MARK DISK
 FE0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0788_STAMPING: K 62 1935
 FE0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0788+STABILITY: SURFACE MOTION
 FE0788
 FE0788  HISTORY     - Date     Condition        Report By
 FE0788  HISTORY     - 1935     MONUMENTED       CGS
 FE0788  HISTORY     - 1948     GOOD             CGS
 FE0788  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0788
 FE0788                          STATION DESCRIPTION
 FE0788
 FE0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0788'1 MI NE FROM MILAN.
 FE0788'ABOUT 1.05 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0788'RAILROAD FROM THE STATION AT MILAN, ABOUT 0.25 MILE SOUTHWEST
 FE0788'OF MILE POST 282, 152 YARDS NORTHEAST OF THE NORTHEAST END OF A
 FE0788'TRESTLE, 28.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 49.2 FEET
 FE0788'NORTHWEST AND ACROSS THE TRACKS FROM THE WEST CORNER OF A
 FE0788'RAILROAD TOOL SHED, AT THE SOUTHWEST END OF A CUT, 1.5 FEET
 FE0788'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0788'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0788
 FE0788                          STATION RECOVERY (2002)
 FE0788
 FE0788'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1065 ***********************************************************************
 FE1065  DESIGNATION -  K 64
 FE1065  PID         -  FE1065
 FE1065  STATE/COUNTY-  TN/HARDEMAN
 FE1065  USGS QUAD   -  MIDDLEBURG (1980)
 FE1065
 FE1065                         *CURRENT SURVEY CONTROL
 FE1065  ___________________________________________________________________
 FE1065* NAD 83(1986)-  35 11 51.     (N)    089 05 13.     (W)     SCALED    
 FE1065* NAVD 88     -       163.685  (meters)     537.02   (feet)  ADJUSTED  
 FE1065  ___________________________________________________________________
 FE1065  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE1065  DYNAMIC HT  -         163.532 (meters)     536.52  (feet)  COMP
 FE1065  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FE1065
 FE1065  VERT ORDER  -  SECOND    CLASS 0
 FE1065
 FE1065.The horizontal coordinates were scaled from a topographic map and have
 FE1065.an estimated accuracy of +/- 6 seconds.
 FE1065
 FE1065.The orthometric height was determined by differential leveling
 FE1065.and adjusted by the National Geodetic Survey in June 1991..
 FE1065
 FE1065.The geoid height was determined by GEOID03.
 FE1065
 FE1065.The dynamic height is computed by dividing the NAVD 88
 FE1065.geopotential number by the normal gravity value computed on the
 FE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1065.degrees latitude (g = 980.6199 gals.).
 FE1065
 FE1065.The modeled gravity was interpolated from observed gravity values.
 FE1065
 FE1065;                    North         East    Units  Estimated Accuracy
 FE1065;SPC TN       -   100,310.      318,920.      MT  (+/- 180 meters Scaled)
 FE1065
 FE1065                          SUPERSEDED SURVEY CONTROL
 FE1065
 FE1065  NGVD 29 (??/??/??)  163.660  (m)          536.94   (f) ADJUSTED    2 0
 FE1065
 FE1065.Superseded values are not recommended for survey control.
 FE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1065.See file dsdata.txt to determine how the superseded data were derived.
 FE1065
 FE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD100969(NAD 83)
 FE1065_MARKER: DB = BENCH MARK DISK
 FE1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1065_STAMPING: K 64 1935
 FE1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1065+STABILITY: SURFACE MOTION
 FE1065
 FE1065  HISTORY     - Date     Condition        Report By
 FE1065  HISTORY     - 1935     MONUMENTED       CGS
 FE1065  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1065
 FE1065                          STATION DESCRIPTION
 FE1065
 FE1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1065'AT MIDDLEBURG DEPOT.
 FE1065'AT MIDDLEBURG, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 FE1065'3 RAILS SOUTH OF THE STATION, 500 FEET NORTH OF MILEPOST 406,
 FE1065'40 FEET WEST OF THE MAIN TRACK, AND 10 FEET EAST OF A SIDE TRACK.
 FE1065'A STANDARD DISK, STAMPED K 64 1935 AND SET IN THE TOP OF A
 FE1065'CONCRETE POST.
 FE1065
 FE1065                          STATION RECOVERY (2002)
 FE1065
 FE1065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1065'TRACK ABANDONED, NO SIGN OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0951 ***********************************************************************
 FE0951  DESIGNATION -  K 65
 FE0951  PID         -  FE0951
 FE0951  STATE/COUNTY-  TN/CROCKETT
 FE0951  USGS QUAD   -  BELLS (1981)
 FE0951
 FE0951                         *CURRENT SURVEY CONTROL
 FE0951  ___________________________________________________________________
 FE0951* NAD 83(1986)-  35 41 49.     (N)    089 02 44.     (W)     SCALED    
 FE0951* NAVD 88     -        97.279  (meters)     319.16   (feet)  ADJUSTED  
 FE0951  ___________________________________________________________________
 FE0951  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0951  DYNAMIC HT  -          97.193 (meters)     318.87  (feet)  COMP
 FE0951  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FE0951
 FE0951  VERT ORDER  -  SECOND    CLASS 0
 FE0951
 FE0951.The horizontal coordinates were scaled from a topographic map and have
 FE0951.an estimated accuracy of +/- 6 seconds.
 FE0951
 FE0951.The orthometric height was determined by differential leveling
 FE0951.and adjusted by the National Geodetic Survey in June 1991..
 FE0951
 FE0951.The geoid height was determined by GEOID03.
 FE0951
 FE0951.The dynamic height is computed by dividing the NAVD 88
 FE0951.geopotential number by the normal gravity value computed on the
 FE0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0951.degrees latitude (g = 980.6199 gals.).
 FE0951
 FE0951.The modeled gravity was interpolated from observed gravity values.
 FE0951
 FE0951;                    North         East    Units  Estimated Accuracy
 FE0951;SPC TN       -   155,580.      324,410.      MT  (+/- 180 meters Scaled)
 FE0951
 FE0951                          SUPERSEDED SURVEY CONTROL
 FE0951
 FE0951  NGVD 29 (??/??/??)   97.315  (m)          319.27   (f) ADJUSTED    2 0
 FE0951
 FE0951.Superseded values are not recommended for survey control.
 FE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0951.See file dsdata.txt to determine how the superseded data were derived.
 FE0951
 FE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE149522(NAD 83)
 FE0951_MARKER: DB = BENCH MARK DISK
 FE0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0951_STAMPING: K 65 1935
 FE0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0951+STABILITY: SURFACE MOTION
 FE0951
 FE0951  HISTORY     - Date     Condition        Report By
 FE0951  HISTORY     - 1935     MONUMENTED       CGS
 FE0951  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0951
 FE0951                          STATION DESCRIPTION
 FE0951
 FE0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0951'2.5 MI E FROM BELLS.
 FE0951'2.5 MILES EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 FE0951'STATION AT BELLS, CROCKETT COUNTY, OPPOSITE THE BRITTAIN STATION
 FE0951'SIGN, AT A ROAD CROSSING, 51 FEET NORTH OF THE CENTERLINE OF THE
 FE0951'TRACK, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, AND AT THE
 FE0951'FENCE.  A STANDARD DISK, STAMPED K 65 1935 AND SET IN THE TOP
 FE0951'OF A CONCRETE POST.  NOTE-- THE STATION AND SIGN BRITTAIN ARE
 FE0951'NON-EXISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1176 ***********************************************************************
 FE1176  DESIGNATION -  K 67
 FE1176  PID         -  FE1176
 FE1176  STATE/COUNTY-  TN/FAYETTE
 FE1176  USGS QUAD   -  ARLINGTON (1973)
 FE1176
 FE1176                         *CURRENT SURVEY CONTROL
 FE1176  ___________________________________________________________________
 FE1176* NAD 83(1986)-  35 18 03.     (N)    089 39 07.     (W)     SCALED    
 FE1176* NAVD 88     -        84.058  (meters)     275.78   (feet)  ADJUSTED  
 FE1176  ___________________________________________________________________
 FE1176  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1176  DYNAMIC HT  -          83.983 (meters)     275.53  (feet)  COMP
 FE1176  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FE1176
 FE1176  VERT ORDER  -  SECOND    CLASS 0
 FE1176
 FE1176.The horizontal coordinates were scaled from a topographic map and have
 FE1176.an estimated accuracy of +/- 6 seconds.
 FE1176
 FE1176.The orthometric height was determined by differential leveling
 FE1176.and adjusted by the National Geodetic Survey in June 1991..
 FE1176
 FE1176.The geoid height was determined by GEOID03.
 FE1176
 FE1176.The dynamic height is computed by dividing the NAVD 88
 FE1176.geopotential number by the normal gravity value computed on the
 FE1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1176.degrees latitude (g = 980.6199 gals.).
 FE1176
 FE1176.The modeled gravity was interpolated from observed gravity values.
 FE1176
 FE1176;                    North         East    Units  Estimated Accuracy
 FE1176;SPC TN       -   113,540.      267,930.      MT  (+/- 180 meters Scaled)
 FE1176
 FE1176                          SUPERSEDED SURVEY CONTROL
 FE1176
 FE1176  NGVD 29 (??/??/??)   84.049  (m)          275.75   (f) ADJUSTED    2 0
 FE1176
 FE1176.Superseded values are not recommended for survey control.
 FE1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1176.See file dsdata.txt to determine how the superseded data were derived.
 FE1176
 FE1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE588096(NAD 83)
 FE1176_MARKER: DB = BENCH MARK DISK
 FE1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1176_STAMPING: K 67 1935
 FE1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1176+STABILITY: SURFACE MOTION
 FE1176
 FE1176  HISTORY     - Date     Condition        Report By
 FE1176  HISTORY     - 1935     MONUMENTED       CGS
 FE1176  HISTORY     - 1959     GOOD             CGS
 FE1176  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1176
 FE1176                          STATION DESCRIPTION
 FE1176
 FE1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1176'0.6 MI N FROM ARLINGTON.
 FE1176'ABOUT 0.6 MILE NORTH ALONG THE L. AND N. RR FROM THE STATION AT
 FE1176'ARLINGTON, 12 FT. EAST OF THE CENTER OF THE TRACK, ABOUT 12
 FE1176'RAILS NORTH OF A TURNOUT SWITCH AT AN OLD ABANDONED PRIVATE
 FE1176'ROAD CROSSING, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1176'PROJECTING 2 INCHES.
 FE1176
 FE1176                          STATION RECOVERY (1963)
 FE1176
 FE1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1734 ***********************************************************************
 FE1734  DESIGNATION -  K 69
 FE1734  PID         -  FE1734
 FE1734  STATE/COUNTY-  TN/TIPTON
 FE1734  USGS QUAD   -  COVINGTON (1983)
 FE1734
 FE1734                         *CURRENT SURVEY CONTROL
 FE1734  ___________________________________________________________________
 FE1734* NAD 83(1986)-  35 33 47.     (N)    089 38 22.     (W)     SCALED    
 FE1734* NAVD 88     -        90.205  (meters)     295.95   (feet)  ADJUSTED  
 FE1734  ___________________________________________________________________
 FE1734  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1734  DYNAMIC HT  -          90.129 (meters)     295.70  (feet)  COMP
 FE1734  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 FE1734
 FE1734  VERT ORDER  -  SECOND    CLASS 0
 FE1734
 FE1734.The horizontal coordinates were scaled from a topographic map and have
 FE1734.an estimated accuracy of +/- 6 seconds.
 FE1734
 FE1734.The orthometric height was determined by differential leveling
 FE1734.and adjusted by the National Geodetic Survey in June 1991..
 FE1734
 FE1734.The geoid height was determined by GEOID03.
 FE1734
 FE1734.The dynamic height is computed by dividing the NAVD 88
 FE1734.geopotential number by the normal gravity value computed on the
 FE1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1734.degrees latitude (g = 980.6199 gals.).
 FE1734
 FE1734.The modeled gravity was interpolated from observed gravity values.
 FE1734
 FE1734;                    North         East    Units  Estimated Accuracy
 FE1734;SPC TN       -   142,570.      270,140.      MT  (+/- 180 meters Scaled)
 FE1734
 FE1734                          SUPERSEDED SURVEY CONTROL
 FE1734
 FE1734  NGVD 29 (??/??/??)   90.247  (m)          296.09   (f) ADJUSTED    2 0
 FE1734
 FE1734.Superseded values are not recommended for survey control.
 FE1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1734.See file dsdata.txt to determine how the superseded data were derived.
 FE1734
 FE1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE607386(NAD 83)
 FE1734_MARKER: DB = BENCH MARK DISK
 FE1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1734_STAMPING: K 69 1935
 FE1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1734+STABILITY: SURFACE MOTION
 FE1734
 FE1734  HISTORY     - Date     Condition        Report By
 FE1734  HISTORY     - 1935     MONUMENTED       CGS
 FE1734  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1734
 FE1734                          STATION DESCRIPTION
 FE1734
 FE1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1734'AT COVINGTON.
 FE1734'AT COVINGTON, TIPTON COUNTY, 31 FEET SOUTH OF THE SOUTH END OF THE
 FE1734'ILLINOIS CENTRAL RAILROAD STATION, IN THE NORTHEAST CORNER OF A
 FE1734'STATION PARK, 5 FEET WEST OF THE WEST END OF THE PASSENGER
 FE1734'PLATFORM, AND 30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FE1734'STANDARD DISK, STAMPED K 69 1935 AND SET IN THE TOP OF A CONCRETE
 FE1734'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1463 ***********************************************************************
 FC1463  DESIGNATION -  K 7
 FC1463  PID         -  FC1463
 FC1463  STATE/COUNTY-  TN/WARREN
 FC1463  USGS QUAD   -  MC MINNVILLE (1984)
 FC1463
 FC1463                         *CURRENT SURVEY CONTROL
 FC1463  ___________________________________________________________________
 FC1463* NAD 83(1986)-  35 40 29.     (N)    085 46 40.     (W)     SCALED    
 FC1463* NAVD 88     -       275.169  (meters)     902.78   (feet)  ADJUSTED  
 FC1463  ___________________________________________________________________
 FC1463  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1463  DYNAMIC HT  -         274.914 (meters)     901.95  (feet)  COMP
 FC1463  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FC1463
 FC1463  VERT ORDER  -  SECOND    CLASS 0
 FC1463
 FC1463.The horizontal coordinates were scaled from a topographic map and have
 FC1463.an estimated accuracy of +/- 6 seconds.
 FC1463
 FC1463.The orthometric height was determined by differential leveling
 FC1463.and adjusted by the National Geodetic Survey in June 1991..
 FC1463
 FC1463.The geoid height was determined by GEOID03.
 FC1463
 FC1463.The dynamic height is computed by dividing the NAVD 88
 FC1463.geopotential number by the normal gravity value computed on the
 FC1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1463.degrees latitude (g = 980.6199 gals.).
 FC1463
 FC1463.The modeled gravity was interpolated from observed gravity values.
 FC1463
 FC1463;                    North         East    Units  Estimated Accuracy
 FC1463;SPC TN       -   148,850.      620,120.      MT  (+/- 180 meters Scaled)
 FC1463
 FC1463                          SUPERSEDED SURVEY CONTROL
 FC1463
 FC1463  NGVD 29 (??/??/92)  275.194  (m)          902.87   (f) ADJ UNCH    2 0
 FC1463
 FC1463.Superseded values are not recommended for survey control.
 FC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1463.See file dsdata.txt to determine how the superseded data were derived.
 FC1463
 FC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE106485(NAD 83)
 FC1463_MARKER: DB = BENCH MARK DISK
 FC1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1463_SP_SET: ABUTMENT
 FC1463_STAMPING: 903.112 K 7 1930
 FC1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1463
 FC1463  HISTORY     - Date     Condition        Report By
 FC1463  HISTORY     - 1930     MONUMENTED       CGS
 FC1463  HISTORY     - 1943     GOOD             NGS
 FC1463
 FC1463                          STATION DESCRIPTION
 FC1463
 FC1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1463'0.3 MI W FROM MC MINNVILLE.
 FC1463'0.3 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1463'RAILWAY FROM MC MINNVILLE, WARREN COUNTY, AT BRIDGE 33.9 OVER
 FC1463'THE TENNESSEE ELECTRIC POWER CO. DAM, IN THE WEST ABUTMENT, 12
 FC1463'INCHES EAST OF THE WEST FACE OF THE ABUTMENT, 12 INCHES NORTH
 FC1463'OF THE SOUTH FACE OF THE CONCRETE STRINGER, 5 FEET NORTH OF THE
 FC1463'NORTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 FC1463'903.112 K 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1018 ***********************************************************************
 FE1018  DESIGNATION -  K 73
 FE1018  PID         -  FE1018
 FE1018  STATE/COUNTY-  TN/FAYETTE
 FE1018  USGS QUAD   -  LAMBERT (1983)
 FE1018
 FE1018                         *CURRENT SURVEY CONTROL
 FE1018  ___________________________________________________________________
 FE1018* NAD 83(1986)-  35 18 28.     (N)    089 24 44.     (W)     SCALED    
 FE1018* NAVD 88     -       112.768  (meters)     369.97   (feet)  ADJUSTED  
 FE1018  ___________________________________________________________________
 FE1018  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1018  DYNAMIC HT  -         112.666 (meters)     369.64  (feet)  COMP
 FE1018  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE1018
 FE1018  VERT ORDER  -  SECOND    CLASS 0
 FE1018
 FE1018.The horizontal coordinates were scaled from a topographic map and have
 FE1018.an estimated accuracy of +/- 6 seconds.
 FE1018
 FE1018.The orthometric height was determined by differential leveling
 FE1018.and adjusted by the National Geodetic Survey in June 1991..
 FE1018
 FE1018.The geoid height was determined by GEOID03.
 FE1018
 FE1018.The dynamic height is computed by dividing the NAVD 88
 FE1018.geopotential number by the normal gravity value computed on the
 FE1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1018.degrees latitude (g = 980.6199 gals.).
 FE1018
 FE1018.The modeled gravity was interpolated from observed gravity values.
 FE1018
 FE1018;                    North         East    Units  Estimated Accuracy
 FE1018;SPC TN       -   113,520.      289,740.      MT  (+/- 180 meters Scaled)
 FE1018
 FE1018                          SUPERSEDED SURVEY CONTROL
 FE1018
 FE1018  NGVD 29 (??/??/??)  112.751  (m)          369.92   (f) ADJUSTED    2 0
 FE1018
 FE1018.Superseded values are not recommended for survey control.
 FE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1018.See file dsdata.txt to determine how the superseded data were derived.
 FE1018
 FE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE806098(NAD 83)
 FE1018_MARKER: DB = BENCH MARK DISK
 FE1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1018+STABILITY: SURFACE MOTION
 FE1018
 FE1018  HISTORY     - Date     Condition        Report By
 FE1018  HISTORY     - 1935     MONUMENTED       CGS
 FE1018  HISTORY     - 1935     GOOD             CGS
 FE1018  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1018
 FE1018                          STATION DESCRIPTION
 FE1018
 FE1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1018'6.2 MI NW FROM SOMERVILLE.
 FE1018'6.2 MILES NORTHWEST OF FAYETTE, 30 FT. EAST OF HIGHWAY 59, 40
 FE1018'FT. NORTH OF CROSS ROAD, 55 FT. NORTH OF BRIDGE IN FENCE CORNER,
 FE1018'300 YDS. NORTH OF WHITE HOUSE.
 FE1018
 FE1018                          STATION RECOVERY (2002)
 FE1018
 FE1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0459 ***********************************************************************
 FF0459  DESIGNATION -  K 75
 FF0459  PID         -  FF0459
 FF0459  STATE/COUNTY-  TN/SHELBY
 FF0459  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0459
 FF0459                         *CURRENT SURVEY CONTROL
 FF0459  ___________________________________________________________________
 FF0459* NAD 83(1986)-  35 05 34.     (N)    090 04 01.     (W)     SCALED    
 FF0459* NAVD 88     -        75.173  (meters)     246.63   (feet)  ADJUSTED  
 FF0459  ___________________________________________________________________
 FF0459  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0459  DYNAMIC HT  -          75.105 (meters)     246.41  (feet)  COMP
 FF0459  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FF0459
 FF0459  VERT ORDER  -  FIRST     CLASS II
 FF0459
 FF0459.The horizontal coordinates were scaled from a topographic map and have
 FF0459.an estimated accuracy of +/- 6 seconds.
 FF0459
 FF0459.The orthometric height was determined by differential leveling
 FF0459.and adjusted by the National Geodetic Survey in June 1991..
 FF0459
 FF0459.The geoid height was determined by GEOID03.
 FF0459
 FF0459.The dynamic height is computed by dividing the NAVD 88
 FF0459.geopotential number by the normal gravity value computed on the
 FF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0459.degrees latitude (g = 980.6199 gals.).
 FF0459
 FF0459.The modeled gravity was interpolated from observed gravity values.
 FF0459
 FF0459;                    North         East    Units  Estimated Accuracy
 FF0459;SPC TN       -    91,970.      229,250.      MT  (+/- 180 meters Scaled)
 FF0459
 FF0459                          SUPERSEDED SURVEY CONTROL
 FF0459
 FF0459  NGVD 29 (??/??/??)   75.140  (m)          246.52   (f) ADJUSTED    1 2
 FF0459
 FF0459.Superseded values are not recommended for survey control.
 FF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0459.See file dsdata.txt to determine how the superseded data were derived.
 FF0459
 FF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU673872(NAD 83)
 FF0459_MARKER: DB = BENCH MARK DISK
 FF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0459_STAMPING: K 75 1956
 FF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0459+STABILITY: SURFACE MOTION
 FF0459
 FF0459  HISTORY     - Date     Condition        Report By
 FF0459  HISTORY     - 1956     MONUMENTED       CGS
 FF0459  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF0459  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0459
 FF0459                          STATION DESCRIPTION
 FF0459
 FF0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0459'AT MEMPHIS.
 FF0459'AT MEMPHIS, 0.45 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL
 FF0459'RAILROAD FROM THE CROSSING OF FLORIDA STREET, AT THE CROSSING
 FF0459'OF KANSAS STREET, 102 FEET NORTH-NORTHEAST AND ACROSS KANSAS
 FF0459'STREET FROM MILE POST 3, 68 1/2 FEET NORTH OF CENTER OF CROSSING
 FF0459'OF THE TRACK AND KANSAS STREET, 30 FEET NORTHWEST OF NORTHWEST
 FF0459'RAIL OF A SIDE TRACK, 31 FEET NORTHWEST OF NORTHWEST RAIL OF
 FF0459'MAIN TRACK, 39 FEET NORTH OF A SWITCH AT SOUTHWEST END OF A
 FF0459'SIDING, 3 FEET NORTHEAST OF TELEPHONE POLE NO. 202, 41 1/2 FEET
 FF0459'NORTHEAST OF CENTER OF JUNCTION OF KANSAS STREET AND RAILROAD
 FF0459'AVENUE, 65 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM A CROSSING
 FF0459'WARNING SIGNAL, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0459'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0459'NOTE--SIDE TRACK HAS BEEN TAKEN OUT AT THIS POINT AND
 FF0459'KANSAS STREET HAS BEEN WIDENED, THERE IS A NEW SIDEWALK
 FF0459'CURBING AND A WATER LINE.
 FF0459
 FF0459                          STATION RECOVERY (1964)
 FF0459
 FF0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0459'MARK NOT FOUND.
 FF0459
 FF0459                          STATION RECOVERY (1976)
 FF0459
 FF0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0482 ***********************************************************************
 FD0482  DESIGNATION -  K 77
 FD0482  PID         -  FD0482
 FD0482  STATE/COUNTY-  TN/MARSHALL
 FD0482  USGS QUAD   -  VERONA (1980)
 FD0482
 FD0482                         *CURRENT SURVEY CONTROL
 FD0482  ___________________________________________________________________
 FD0482* NAD 83(1986)-  35 30 01.     (N)    086 50 32.     (W)     SCALED    
 FD0482* NAVD 88     -       238.931  (meters)     783.89   (feet)  ADJUSTED  
 FD0482  ___________________________________________________________________
 FD0482  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0482  DYNAMIC HT  -         238.717 (meters)     783.19  (feet)  COMP
 FD0482  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FD0482
 FD0482  VERT ORDER  -  FIRST     CLASS II
 FD0482
 FD0482.The horizontal coordinates were scaled from a topographic map and have
 FD0482.an estimated accuracy of +/- 6 seconds.
 FD0482
 FD0482.The orthometric height was determined by differential leveling
 FD0482.and adjusted by the National Geodetic Survey in June 1991..
 FD0482
 FD0482.The geoid height was determined by GEOID03.
 FD0482
 FD0482.The dynamic height is computed by dividing the NAVD 88
 FD0482.geopotential number by the normal gravity value computed on the
 FD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0482.degrees latitude (g = 980.6199 gals.).
 FD0482
 FD0482.The modeled gravity was interpolated from observed gravity values.
 FD0482
 FD0482;                    North         East    Units  Estimated Accuracy
 FD0482;SPC TN       -   129,800.      523,590.      MT  (+/- 180 meters Scaled)
 FD0482
 FD0482                          SUPERSEDED SURVEY CONTROL
 FD0482
 FD0482  NGVD 29 (??/??/92)  238.906  (m)          783.81   (f) ADJ UNCH    1 2
 FD0482
 FD0482.Superseded values are not recommended for survey control.
 FD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0482.See file dsdata.txt to determine how the superseded data were derived.
 FD0482
 FD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE143285(NAD 83)
 FD0482_MARKER: DB = BENCH MARK DISK
 FD0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0482_SP_SET: CULVERT
 FD0482_STAMPING: K 77 1934
 FD0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0482
 FD0482  HISTORY     - Date     Condition        Report By
 FD0482  HISTORY     - 1934     MONUMENTED       CGS
 FD0482  HISTORY     - 1949     GOOD             NGS
 FD0482
 FD0482                          STATION DESCRIPTION
 FD0482
 FD0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0482'3.1 MI SE FROM BRYANT.
 FD0482'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE BRYANT
 FD0482'STATION SCHOOL AT BRYANT, THENCE ABOUT 1.9 MILES EAST ALONG A
 FD0482'GRAVEL ROAD, AT THE CROSSING OF THE OLD ABANDONED NASHVILLE,
 FD0482'CHATTANOOGA AND ST. LOUIS RAILWAY, 0.2 MILE WEST OF THE JUNCTION
 FD0482'OF A ROAD SOUTH AND THE SOUTH BERLIN PRESBYTERIAN CHURCH, SET
 FD0482'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CAPSTONE OF A
 FD0482'30-INCH STONE CULVERT UNDER OLD RAILWAY, 137 FEET NORTHEAST OF
 FD0482'THE CENTER OF THE CROSSING, 68 FEET NORTH-NORTHWEST OF THE CENTER
 FD0482'LINE OF THE ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FD0482'OLD RAILWAY BED, 85 FEET SOUTHWEST OF THE WEST CORNER OF A YOUNG
 FD0482'PEACH ORCHARD, 2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD
 FD0482'WALL AND ABOUT 4 1/2 FEET BELOW THE OLD RAILWAY BED.  NOTE-- MARK
 FD0482'IS APPARENTLY IN GOOD CONDITION BUT THE STAMPING HAS BEEN
 FD0482'MUTILATED SO THAT IT IS BARELY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1138 ***********************************************************************
 GB1138  DESIGNATION -  K 78
 GB1138  PID         -  GB1138
 GB1138  STATE/COUNTY-  TN/FENTRESS
 GB1138  USGS QUAD   -  PALL MALL (1986)
 GB1138
 GB1138                         *CURRENT SURVEY CONTROL
 GB1138  ___________________________________________________________________
 GB1138* NAD 83(1986)-  36 32 35.     (N)    084 57 50.     (W)     SCALED    
 GB1138* NAVD 88     -       268.006  (meters)     879.28   (feet)  ADJUSTED  
 GB1138  ___________________________________________________________________
 GB1138  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GB1138  DYNAMIC HT  -         267.779 (meters)     878.54  (feet)  COMP
 GB1138  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GB1138
 GB1138  VERT ORDER  -  SECOND    CLASS 0
 GB1138
 GB1138.The horizontal coordinates were scaled from a topographic map and have
 GB1138.an estimated accuracy of +/- 6 seconds.
 GB1138
 GB1138.The orthometric height was determined by differential leveling
 GB1138.and adjusted by the National Geodetic Survey in June 1991..
 GB1138
 GB1138.The geoid height was determined by GEOID03.
 GB1138
 GB1138.The dynamic height is computed by dividing the NAVD 88
 GB1138.geopotential number by the normal gravity value computed on the
 GB1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1138.degrees latitude (g = 980.6199 gals.).
 GB1138
 GB1138.The modeled gravity was interpolated from observed gravity values.
 GB1138
 GB1138;                    North         East    Units  Estimated Accuracy
 GB1138;SPC TN       -   245,670.      692,780.      MT  (+/- 180 meters Scaled)
 GB1138
 GB1138                          SUPERSEDED SURVEY CONTROL
 GB1138
 GB1138  NGVD 29 (??/??/92)  268.132  (m)          879.70   (f) ADJ UNCH    2 0
 GB1138
 GB1138.Superseded values are not recommended for survey control.
 GB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1138.See file dsdata.txt to determine how the superseded data were derived.
 GB1138
 GB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF822461(NAD 83)
 GB1138_MARKER: DB = BENCH MARK DISK
 GB1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1138_STAMPING: K 78 1935
 GB1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1138+STABILITY: SURFACE MOTION
 GB1138
 GB1138  HISTORY     - Date     Condition        Report By
 GB1138  HISTORY     - 1935     MONUMENTED       CGS
 GB1138
 GB1138                          STATION DESCRIPTION
 GB1138
 GB1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1138'0.4 MI S FROM PALL MALL.
 GB1138'0.4 MILE SOUTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT PALL
 GB1138'MALL, FENTRESS COUNTY, 205 YARDS NORTH OF THE NORTH END OF A STEEL
 GB1138'HIGHWAY BRIDGE OVER WOLF RIVER, 64 YARDS SOUTH OF A 12-INCH
 GB1138'CORRUGATED-IRON PIPE CULVERT WITH CONCRETE HEADWALLS, 31 FEET EAST
 GB1138'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 GB1138'HIGHWAY.  A STANDARD DISK, STAMPED K 78 1935 AND SET IN THE TOP
 GB1138'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0109 ***********************************************************************
 GB0109  DESIGNATION -  K 79
 GB0109  PID         -  GB0109
 GB0109  STATE/COUNTY-  TN/CAMPBELL
 GB0109  USGS QUAD   -  JELLICO EAST (1982)
 GB0109
 GB0109                         *CURRENT SURVEY CONTROL
 GB0109  ___________________________________________________________________
 GB0109* NAD 83(1986)-  36 34 38.     (N)    084 03 34.     (W)     SCALED    
 GB0109* NAVD 88     -       305.752  (meters)    1003.12   (feet)  ADJUSTED  
 GB0109  ___________________________________________________________________
 GB0109  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0109  DYNAMIC HT  -         305.488 (meters)    1002.26  (feet)  COMP
 GB0109  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GB0109
 GB0109  VERT ORDER  -  SECOND    CLASS 0
 GB0109
 GB0109.The horizontal coordinates were scaled from a topographic map and have
 GB0109.an estimated accuracy of +/- 6 seconds.
 GB0109
 GB0109.The orthometric height was determined by differential leveling
 GB0109.and adjusted by the National Geodetic Survey in June 1991..
 GB0109
 GB0109.The geoid height was determined by GEOID03.
 GB0109
 GB0109.The dynamic height is computed by dividing the NAVD 88
 GB0109.geopotential number by the normal gravity value computed on the
 GB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0109.degrees latitude (g = 980.6199 gals.).
 GB0109
 GB0109.The modeled gravity was interpolated from observed gravity values.
 GB0109
 GB0109;                    North         East    Units  Estimated Accuracy
 GB0109;SPC TN       -   250,690.      773,680.      MT  (+/- 180 meters Scaled)
 GB0109
 GB0109                          SUPERSEDED SURVEY CONTROL
 GB0109
 GB0109  NGVD 29 (??/??/92)  305.900  (m)         1003.61   (f) ADJ UNCH    2 0
 GB0109
 GB0109.Superseded values are not recommended for survey control.
 GB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0109.See file dsdata.txt to determine how the superseded data were derived.
 GB0109
 GB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF631519(NAD 83)
 GB0109_MARKER: DB = BENCH MARK DISK
 GB0109_SETTING: 66 = SET IN ROCK OUTCROP
 GB0109_SP_SET: ROCK OUTCROP
 GB0109_STAMPING: K 79 1935 1003.607
 GB0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0109+STABILITY: POSITION/ELEVATION WELL
 GB0109
 GB0109  HISTORY     - Date     Condition        Report By
 GB0109  HISTORY     - 1935     MONUMENTED       CGS
 GB0109  HISTORY     - 1957     GOOD             NGS
 GB0109
 GB0109                          STATION DESCRIPTION
 GB0109
 GB0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0109'1.8 MI N FROM HOLTON.
 GB0109'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0109'FROM THE STATION AT HOLTON, CAMPBELL COUNTY, 9 RAILS SOUTH OF
 GB0109'MILEPOST L 204, 10.2 FEET EAST OF THE EAST RAIL, IN THE FACE
 GB0109'OF A ROCK OUTCROP, AND 2.5 FEET ABOVE THE LEVEL OF THE TRACK.
 GB0109'NOTE-- ACROSS TRACK NORTHEAST FROM A TELEPHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1009 ***********************************************************************
 FC1009  DESIGNATION -  K 8
 FC1009  PID         -  FC1009
 FC1009  STATE/COUNTY-  TN/CUMBERLAND
 FC1009  USGS QUAD   -  CROSSVILLE (1982)
 FC1009
 FC1009                         *CURRENT SURVEY CONTROL
 FC1009  ___________________________________________________________________
 FC1009* NAD 83(1986)-  35 56 59.     (N)    085 01 40.     (W)     SCALED    
 FC1009* NAVD 88     -       566.683  (meters)    1859.19   (feet)  ADJUSTED  
 FC1009  ___________________________________________________________________
 FC1009  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1009  DYNAMIC HT  -         566.155 (meters)    1857.46  (feet)  COMP
 FC1009  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FC1009
 FC1009  VERT ORDER  -  SECOND    CLASS 0
 FC1009
 FC1009.The horizontal coordinates were scaled from a topographic map and have
 FC1009.an estimated accuracy of +/- 6 seconds.
 FC1009
 FC1009.The orthometric height was determined by differential leveling
 FC1009.and adjusted by the National Geodetic Survey in June 1991..
 FC1009
 FC1009.The geoid height was determined by GEOID03.
 FC1009
 FC1009.The dynamic height is computed by dividing the NAVD 88
 FC1009.geopotential number by the normal gravity value computed on the
 FC1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1009.degrees latitude (g = 980.6199 gals.).
 FC1009
 FC1009.The modeled gravity was interpolated from observed gravity values.
 FC1009
 FC1009;                    North         East    Units  Estimated Accuracy
 FC1009;SPC TN       -   179,770.      687,710.      MT  (+/- 180 meters Scaled)
 FC1009
 FC1009                          SUPERSEDED SURVEY CONTROL
 FC1009
 FC1009  NGVD 29 (??/??/92)  566.741  (m)         1859.38   (f) ADJ UNCH    2 0
 FC1009
 FC1009.Superseded values are not recommended for survey control.
 FC1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1009.See file dsdata.txt to determine how the superseded data were derived.
 FC1009
 FC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE778801(NAD 83)
 FC1009_MARKER: DB = BENCH MARK DISK
 FC1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1009_SP_SET: BUILDING
 FC1009_STAMPING: 1859.550 K 8 1931
 FC1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1009
 FC1009  HISTORY     - Date     Condition        Report By
 FC1009  HISTORY     - 1931     MONUMENTED       CGS
 FC1009  HISTORY     - 1934     GOOD             NGS
 FC1009
 FC1009                          STATION DESCRIPTION
 FC1009
 FC1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1009'AT CROSSVILLE.
 FC1009'AT CROSSVILLE, CUMBERLAND COUNTY, IN THE EAST WALL OF THE TENNESSEE
 FC1009'CENTRAL RAILWAY PASSENGER STATION, 1.7 FEET SOUTH OF THE
 FC1009'WAITING-ROOM DOOR, AND 3.8 FEET ABOVE GROUND.  A STANDARD DISK,
 FC1009'STAMPED 1859.550 K 8 1931 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1815 ***********************************************************************
 GB1815  DESIGNATION -  K 80
 GB1815  PID         -  GB1815
 GB1815  STATE/COUNTY-  TN/SMITH
 GB1815  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1815
 GB1815                         *CURRENT SURVEY CONTROL
 GB1815  ___________________________________________________________________
 GB1815* NAD 83(1986)-  36 25 12.     (N)    085 55 32.     (W)     SCALED    
 GB1815* NAVD 88     -       229.012  (meters)     751.35   (feet)  POSTED    
 GB1815  ___________________________________________________________________
 GB1815  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB1815  DYNAMIC HT  -         228.820 (meters)     750.72  (feet)  COMP
 GB1815  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GB1815
 GB1815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1815
 GB1815.The horizontal coordinates were scaled from a topographic map and have
 GB1815.an estimated accuracy of +/- 6 seconds.
 GB1815
 GB1815.The orthometric height was determined by differential leveling
 GB1815.and adjusted by the National Geodetic Survey in 1992..
 GB1815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1815.rate of 0.0 thru 1.0 mm/km.
 GB1815
 GB1815.The geoid height was determined by GEOID03.
 GB1815
 GB1815.The dynamic height is computed by dividing the NAVD 88
 GB1815.geopotential number by the normal gravity value computed on the
 GB1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1815.degrees latitude (g = 980.6199 gals.).
 GB1815
 GB1815.The modeled gravity was interpolated from observed gravity values.
 GB1815
 GB1815;                    North         East    Units  Estimated Accuracy
 GB1815;SPC TN       -   231,520.      606,680.      MT  (+/- 180 meters Scaled)
 GB1815
 GB1815                          SUPERSEDED SURVEY CONTROL
 GB1815
 GB1815  NGVD 29 (??/??/92)  229.100  (m)          751.64   (f) ADJ UNCH    2 0
 GB1815
 GB1815.Superseded values are not recommended for survey control.
 GB1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1815.See file dsdata.txt to determine how the superseded data were derived.
 GB1815
 GB1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF963310(NAD 83)
 GB1815_MARKER: DB = BENCH MARK DISK
 GB1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1815_STAMPING: K 80 1935
 GB1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1815+STABILITY: SURFACE MOTION
 GB1815
 GB1815  HISTORY     - Date     Condition        Report By
 GB1815  HISTORY     - 1935     MONUMENTED       CGS
 GB1815
 GB1815                          STATION DESCRIPTION
 GB1815
 GB1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1815'3.5 MI N FROM PLEASANT SHADE.
 GB1815'3.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM PLEASANT SHADE, SMITH
 GB1815'COUNTY, 28.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26
 GB1815'FEET SOUTHWEST OF A HOUSE (UNPAINTED IN 1935 AND OWNED BY HARRISON
 GB1815'DICKENS), 16 FEET SOUTHWEST OF A 10-INCH PEAR TREE, AND 0.5 FOOT
 GB1815'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 80 1935 AND
 GB1815'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1803 ***********************************************************************
 GB1803  DESIGNATION -  K 81
 GB1803  PID         -  GB1803
 GB1803  STATE/COUNTY-  TN/WHITE
 GB1803  USGS QUAD   -  BURGESS FALLS (1986)
 GB1803
 GB1803                         *CURRENT SURVEY CONTROL
 GB1803  ___________________________________________________________________
 GB1803* NAD 83(1986)-  36 01 18.     (N)    085 31 09.     (W)     SCALED    
 GB1803* NAVD 88     -       305.875  (meters)    1003.52   (feet)  ADJUSTED  
 GB1803  ___________________________________________________________________
 GB1803  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1803  DYNAMIC HT  -         305.603 (meters)    1002.63  (feet)  COMP
 GB1803  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 GB1803
 GB1803  VERT ORDER  -  SECOND    CLASS 0
 GB1803
 GB1803.The horizontal coordinates were scaled from a topographic map and have
 GB1803.an estimated accuracy of +/- 6 seconds.
 GB1803
 GB1803.The orthometric height was determined by differential leveling
 GB1803.and adjusted by the National Geodetic Survey in June 1991..
 GB1803
 GB1803.The geoid height was determined by GEOID03.
 GB1803
 GB1803.The dynamic height is computed by dividing the NAVD 88
 GB1803.geopotential number by the normal gravity value computed on the
 GB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1803.degrees latitude (g = 980.6199 gals.).
 GB1803
 GB1803.The modeled gravity was interpolated from observed gravity values.
 GB1803
 GB1803;                    North         East    Units  Estimated Accuracy
 GB1803;SPC TN       -   187,430.      643,340.      MT  (+/- 180 meters Scaled)
 GB1803
 GB1803                          SUPERSEDED SURVEY CONTROL
 GB1803
 GB1803  NGVD 29 (??/??/92)  305.949  (m)         1003.77   (f) ADJ UNCH    2 0
 GB1803
 GB1803.Superseded values are not recommended for survey control.
 GB1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1803.See file dsdata.txt to determine how the superseded data were derived.
 GB1803
 GB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE334873(NAD 83)
 GB1803_MARKER: DB = BENCH MARK DISK
 GB1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1803_STAMPING: K 81 1935
 GB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1803+STABILITY: SURFACE MOTION
 GB1803
 GB1803  HISTORY     - Date     Condition        Report By
 GB1803  HISTORY     - 1935     MONUMENTED       CGS
 GB1803  HISTORY     - 1952     GOOD             NGS
 GB1803
 GB1803                          STATION DESCRIPTION
 GB1803
 GB1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GB1803'7 MI NW FROM SPARTA.
 GB1803'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM SPARTA, WHITE COUNTY,
 GB1803'22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTHEAST
 GB1803'OF THE SOUTHEAST CORNER OF A SHED, 5 FEET NORTHWEST OF A FENCE CORNER,
 GB1803'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 81
 GB1803'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1976 ***********************************************************************
 GB1976  DESIGNATION -  K 82
 GB1976  PID         -  GB1976
 GB1976  STATE/COUNTY-  TN/CLAY
 GB1976  USGS QUAD   -  UNION HILL (1968)
 GB1976
 GB1976                         *CURRENT SURVEY CONTROL
 GB1976  ___________________________________________________________________
 GB1976* NAD 83(1986)-  36 35 38.     (N)    085 43 23.     (W)     SCALED    
 GB1976* NAVD 88     -       281.404  (meters)     923.24   (feet)  ADJUSTED  
 GB1976  ___________________________________________________________________
 GB1976  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB1976  DYNAMIC HT  -         281.165 (meters)     922.46  (feet)  COMP
 GB1976  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GB1976
 GB1976  VERT ORDER  -  SECOND    CLASS 0
 GB1976
 GB1976.The horizontal coordinates were scaled from a topographic map and have
 GB1976.an estimated accuracy of +/- 6 seconds.
 GB1976
 GB1976.The orthometric height was determined by differential leveling
 GB1976.and adjusted by the National Geodetic Survey in June 1991..
 GB1976
 GB1976.The geoid height was determined by GEOID03.
 GB1976
 GB1976.The dynamic height is computed by dividing the NAVD 88
 GB1976.geopotential number by the normal gravity value computed on the
 GB1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1976.degrees latitude (g = 980.6199 gals.).
 GB1976
 GB1976.The modeled gravity was interpolated from observed gravity values.
 GB1976
 GB1976;                    North         East    Units  Estimated Accuracy
 GB1976;SPC TN       -   250,850.      624,780.      MT  (+/- 180 meters Scaled)
 GB1976
 GB1976                          SUPERSEDED SURVEY CONTROL
 GB1976
 GB1976  NGVD 29 (??/??/92)  281.510  (m)          923.59   (f) ADJ UNCH    2 0
 GB1976
 GB1976.Superseded values are not recommended for survey control.
 GB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1976.See file dsdata.txt to determine how the superseded data were derived.
 GB1976
 GB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF142505(NAD 83)
 GB1976_MARKER: DB = BENCH MARK DISK
 GB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1976_STAMPING: K 82 1935
 GB1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1976+STABILITY: SURFACE MOTION
 GB1976
 GB1976  HISTORY     - Date     Condition        Report By
 GB1976  HISTORY     - 1935     MONUMENTED       CGS
 GB1976
 GB1976                          STATION DESCRIPTION
 GB1976
 GB1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1976'3.4 MI E FROM HERMITAGE SPRINGS.
 GB1976'3.4 MILES EAST ALONG STATE HIGHWAY 52 FROM HERMITAGE SPRINGS,
 GB1976'CLAY COUNTY, 22 YARDS SOUTHWEST OF A GRIST MILL OWNED BY B.C.
 GB1976'LONG, 34 FEET WEST OF A METAL CULVERT, 18 FEET SOUTH OF THE
 GB1976'CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF A FENCE, AND LEVEL
 GB1976'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 82 1935 AND SET
 GB1976'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0217 ***********************************************************************
 GC0217  DESIGNATION -  K 83
 GC0217  PID         -  GC0217
 GC0217  STATE/COUNTY-  TN/TROUSDALE
 GC0217  USGS QUAD   -  BETHPAGE (1994)
 GC0217
 GC0217                         *CURRENT SURVEY CONTROL
 GC0217  ___________________________________________________________________
 GC0217* NAD 83(1986)-  36 23 20.     (N)    086 15 42.     (W)     SCALED    
 GC0217* NAVD 88     -       180.957  (meters)     593.69   (feet)  ADJUSTED  
 GC0217  ___________________________________________________________________
 GC0217  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0217  DYNAMIC HT  -         180.808 (meters)     593.20  (feet)  COMP
 GC0217  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GC0217
 GC0217  VERT ORDER  -  SECOND    CLASS 0
 GC0217
 GC0217.The horizontal coordinates were scaled from a topographic map and have
 GC0217.an estimated accuracy of +/- 6 seconds.
 GC0217
 GC0217.The orthometric height was determined by differential leveling
 GC0217.and adjusted by the National Geodetic Survey in June 1991..
 GC0217
 GC0217.The geoid height was determined by GEOID03.
 GC0217
 GC0217.The dynamic height is computed by dividing the NAVD 88
 GC0217.geopotential number by the normal gravity value computed on the
 GC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0217.degrees latitude (g = 980.6199 gals.).
 GC0217
 GC0217.The modeled gravity was interpolated from observed gravity values.
 GC0217
 GC0217;                    North         East    Units  Estimated Accuracy
 GC0217;SPC TN       -   228,100.      576,520.      MT  (+/- 180 meters Scaled)
 GC0217
 GC0217                          SUPERSEDED SURVEY CONTROL
 GC0217
 GC0217  NGVD 29 (??/??/92)  181.020  (m)          593.90   (f) ADJ UNCH    2 0
 GC0217
 GC0217.Superseded values are not recommended for survey control.
 GC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0217.See file dsdata.txt to determine how the superseded data were derived.
 GC0217
 GC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF662273(NAD 83)
 GC0217_MARKER: DB = BENCH MARK DISK
 GC0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0217_STAMPING: K 83 1935
 GC0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0217+STABILITY: SURFACE MOTION
 GC0217
 GC0217  HISTORY     - Date     Condition        Report By
 GC0217  HISTORY     - 1935     MONUMENTED       CGS
 GC0217  HISTORY     - 1961     GOOD             NGS
 GC0217  HISTORY     - 20010201 MARK NOT FOUND   NGS
 GC0217
 GC0217                          STATION DESCRIPTION
 GC0217
 GC0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GC0217'11 MI E FROM GALLATIN.
 GC0217'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE NORTHEAST TO THE
 GC0217'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 10.3 MILES
 GC0217'TO THE INTERSECTION OF U.S. 231.  THE MARK IS A STANDARD USC AND
 GC0217'GS BENCH MARK SET IN TOP OF A CONCRETE POST AND STAMPED K 83.  IT
 GC0217'IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION, 48.5
 GC0217'FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 25, 103.5 FEET
 GC0217'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE FRAME HOUSE AND 204
 GC0217'FEET EAST OF THE CENTERLINE OF THE U.S. 231, 30 FEET SOUTH OF A
 GC0217'36 INCH CEDAR TREE AND 3 FEET HIGHER THAN THE PAVEMENT OF STATE
 GC0217'ROUTE 25.
 GC0217
 GC0217                          STATION RECOVERY (2001)
 GC0217
 GC0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0217'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0217' 
 GC0217'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0364 ***********************************************************************
 GC0364  DESIGNATION -  K 85
 GC0364  PID         -  GC0364
 GC0364  STATE/COUNTY-  TN/DAVIDSON
 GC0364  USGS QUAD   -  HERMITAGE (1983)
 GC0364
 GC0364                         *CURRENT SURVEY CONTROL
 GC0364  ___________________________________________________________________
 GC0364* NAD 83(1986)-  36 12 00.     (N)    086 35 33.     (W)     SCALED    
 GC0364* NAVD 88     -       141.628  (meters)     464.66   (feet)  ADJUSTED  
 GC0364  ___________________________________________________________________
 GC0364  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0364  DYNAMIC HT  -         141.508 (meters)     464.26  (feet)  COMP
 GC0364  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GC0364
 GC0364  VERT ORDER  -  SECOND    CLASS 0
 GC0364
 GC0364.The horizontal coordinates were scaled from a topographic map and have
 GC0364.an estimated accuracy of +/- 6 seconds.
 GC0364
 GC0364.The orthometric height was determined by differential leveling
 GC0364.and adjusted by the National Geodetic Survey in June 1991..
 GC0364
 GC0364.The geoid height was determined by GEOID03.
 GC0364
 GC0364.The dynamic height is computed by dividing the NAVD 88
 GC0364.geopotential number by the normal gravity value computed on the
 GC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0364.degrees latitude (g = 980.6199 gals.).
 GC0364
 GC0364.The modeled gravity was interpolated from observed gravity values.
 GC0364
 GC0364;                    North         East    Units  Estimated Accuracy
 GC0364;SPC TN       -   207,270.      546,720.      MT  (+/- 180 meters Scaled)
 GC0364
 GC0364                          SUPERSEDED SURVEY CONTROL
 GC0364
 GC0364  NGVD 29 (??/??/92)  141.677  (m)          464.82   (f) ADJ UNCH    2 0
 GC0364
 GC0364.Superseded values are not recommended for survey control.
 GC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0364.See file dsdata.txt to determine how the superseded data were derived.
 GC0364
 GC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366062(NAD 83)
 GC0364_MARKER: DB = BENCH MARK DISK
 GC0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0364_STAMPING: K 85 1935
 GC0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0364+STABILITY: SURFACE MOTION
 GC0364
 GC0364  HISTORY     - Date     Condition        Report By
 GC0364  HISTORY     - 1935     MONUMENTED       CGS
 GC0364
 GC0364                          STATION DESCRIPTION
 GC0364
 GC0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0364'AT MOUNT JULIET.
 GC0364'IN DAVIDSON COUNTY, 4.3 MILES WEST ALONG THE TENNESSEE CENTRAL
 GC0364'RAILWAY FROM THE STATION AT MOUNT JULIET, WILSON COUNTY, 0.3 MILE
 GC0364'WEST OF MILEPOST 13, 75 YARDS WEST OF THE CENTER OF A ROAD CROSSING,
 GC0364'12 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT LOWER THAN THE RAIL.
 GC0364'A STANDARD DISK, STAMPED K 85 1935 AND SET IN THE TOP OF A CONCRETE
 GC0364'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0151 ***********************************************************************
 GC0151  DESIGNATION -  K 86
 GC0151  PID         -  GC0151
 GC0151  STATE/COUNTY-  TN/SUMNER
 GC0151  USGS QUAD   -  GALLATIN (1983)
 GC0151
 GC0151                         *CURRENT SURVEY CONTROL
 GC0151  ___________________________________________________________________
 GC0151* NAD 83(1986)-  36 22 58.     (N)    086 26 39.     (W)     SCALED    
 GC0151* NAVD 88     -       163.289  (meters)     535.72   (feet)  ADJUSTED  
 GC0151  ___________________________________________________________________
 GC0151  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0151  DYNAMIC HT  -         163.155 (meters)     535.28  (feet)  COMP
 GC0151  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GC0151
 GC0151  VERT ORDER  -  SECOND    CLASS 0
 GC0151
 GC0151.The horizontal coordinates were scaled from a topographic map and have
 GC0151.an estimated accuracy of +/- 6 seconds.
 GC0151
 GC0151.The orthometric height was determined by differential leveling
 GC0151.and adjusted by the National Geodetic Survey in June 1991..
 GC0151
 GC0151.The geoid height was determined by GEOID03.
 GC0151
 GC0151.The dynamic height is computed by dividing the NAVD 88
 GC0151.geopotential number by the normal gravity value computed on the
 GC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0151.degrees latitude (g = 980.6199 gals.).
 GC0151
 GC0151.The modeled gravity was interpolated from observed gravity values.
 GC0151
 GC0151;                    North         East    Units  Estimated Accuracy
 GC0151;SPC TN       -   227,480.      560,150.      MT  (+/- 180 meters Scaled)
 GC0151
 GC0151                          SUPERSEDED SURVEY CONTROL
 GC0151
 GC0151  NGVD 29 (??/??/92)  163.368  (m)          535.98   (f) ADJ UNCH    2 0
 GC0151
 GC0151.Superseded values are not recommended for survey control.
 GC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0151.See file dsdata.txt to determine how the superseded data were derived.
 GC0151
 GC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF498265(NAD 83)
 GC0151_MARKER: DB = BENCH MARK DISK
 GC0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0151_STAMPING: K 86 1935
 GC0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0151+STABILITY: SURFACE MOTION
 GC0151
 GC0151  HISTORY     - Date     Condition        Report By
 GC0151  HISTORY     - 1935     MONUMENTED       CGS
 GC0151
 GC0151                          STATION DESCRIPTION
 GC0151
 GC0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0151'AT GALLATIN.
 GC0151'AT GALLATIN, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0151'RAILROAD, 5 RAILS EAST OF MILEPOST L 160, AT A STREET CROSSING,
 GC0151'49 FEET EAST OF THE CENTERLINE OF SOUTH WATER STREET, 28 FEET
 GC0151'SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GC0151'DISK, STAMPED K 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0437 ***********************************************************************
 GC0437  DESIGNATION -  K 87
 GC0437  PID         -  GC0437
 GC0437  STATE/COUNTY-  TN/ROBERTSON
 GC0437  USGS QUAD   -  GREENBRIER (1981)
 GC0437
 GC0437                         *CURRENT SURVEY CONTROL
 GC0437  ___________________________________________________________________
 GC0437* NAD 83(1986)-  36 27 51.     (N)    086 50 15.     (W)     SCALED    
 GC0437* NAVD 88     -       225.289  (meters)     739.14   (feet)  ADJUSTED  
 GC0437  ___________________________________________________________________
 GC0437  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0437  DYNAMIC HT  -         225.098 (meters)     738.51  (feet)  COMP
 GC0437  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GC0437
 GC0437  VERT ORDER  -  SECOND    CLASS 0
 GC0437
 GC0437.The horizontal coordinates were scaled from a topographic map and have
 GC0437.an estimated accuracy of +/- 6 seconds.
 GC0437
 GC0437.The orthometric height was determined by differential leveling
 GC0437.and adjusted by the National Geodetic Survey in June 1991..
 GC0437
 GC0437.The geoid height was determined by GEOID03.
 GC0437
 GC0437.The dynamic height is computed by dividing the NAVD 88
 GC0437.geopotential number by the normal gravity value computed on the
 GC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0437.degrees latitude (g = 980.6199 gals.).
 GC0437
 GC0437.The modeled gravity was interpolated from observed gravity values.
 GC0437
 GC0437;                    North         East    Units  Estimated Accuracy
 GC0437;SPC TN       -   236,740.      524,930.      MT  (+/- 180 meters Scaled)
 GC0437
 GC0437                          SUPERSEDED SURVEY CONTROL
 GC0437
 GC0437  NGVD 29 (??/??/92)  225.327  (m)          739.26   (f) ADJ UNCH    2 0
 GC0437
 GC0437.Superseded values are not recommended for survey control.
 GC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0437.See file dsdata.txt to determine how the superseded data were derived.
 GC0437
 GC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF145354(NAD 83)
 GC0437_MARKER: DB = BENCH MARK DISK
 GC0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0437_STAMPING: K 87 1935
 GC0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0437+STABILITY: SURFACE MOTION
 GC0437
 GC0437  HISTORY     - Date     Condition        Report By
 GC0437  HISTORY     - 1935     MONUMENTED       CGS
 GC0437
 GC0437                          STATION DESCRIPTION
 GC0437
 GC0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0437'3.2 MI NW FROM GREENBRIER.
 GC0437'3.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0437'FROM THE STATION AT GREENBRIER, ROBERTSON COUNTY, 102 YARDS
 GC0437'NORTH OF MILEPOST 193, 34 YARDS SOUTHWEST OF A SIDETRACK SWITCH,
 GC0437'40.5 FEET WEST OF THE WEST RAIL, 6.3 FEET EAST OF A FENCE, AND
 GC0437'5.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GC0437'STAMPED K 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0310 ***********************************************************************
 FF0310  DESIGNATION -  K 88
 FF0310  PID         -  FF0310
 FF0310  STATE/COUNTY-  TN/SHELBY
 FF0310  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0310
 FF0310                         *CURRENT SURVEY CONTROL
 FF0310  ___________________________________________________________________
 FF0310* NAD 83(1986)-  35 14 16.     (N)    090 03 08.     (W)     SCALED    
 FF0310* NAVD 88     -        73.153  (meters)     240.00   (feet)  ADJUSTED  
 FF0310  ___________________________________________________________________
 FF0310  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0310  DYNAMIC HT  -          73.088 (meters)     239.79  (feet)  COMP
 FF0310  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0310
 FF0310  VERT ORDER  -  FIRST     CLASS II
 FF0310
 FF0310.The horizontal coordinates were scaled from a topographic map and have
 FF0310.an estimated accuracy of +/- 6 seconds.
 FF0310
 FF0310.The orthometric height was determined by differential leveling
 FF0310.and adjusted by the National Geodetic Survey in June 1991..
 FF0310
 FF0310.The geoid height was determined by GEOID03.
 FF0310
 FF0310.The dynamic height is computed by dividing the NAVD 88
 FF0310.geopotential number by the normal gravity value computed on the
 FF0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0310.degrees latitude (g = 980.6199 gals.).
 FF0310
 FF0310.The modeled gravity was interpolated from observed gravity values.
 FF0310
 FF0310;                    North         East    Units  Estimated Accuracy
 FF0310;SPC TN       -   107,980.      231,260.      MT  (+/- 180 meters Scaled)
 FF0310
 FF0310                          SUPERSEDED SURVEY CONTROL
 FF0310
 FF0310  NGVD 29 (??/??/??)   73.116  (m)          239.88   (f) ADJUSTED    1 2
 FF0310
 FF0310.Superseded values are not recommended for survey control.
 FF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0310.See file dsdata.txt to determine how the superseded data were derived.
 FF0310
 FF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682033(NAD 83)
 FF0310_MARKER: DB = BENCH MARK DISK
 FF0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0310_STAMPING: K 88 1957
 FF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0310+STABILITY: SURFACE MOTION
 FF0310
 FF0310  HISTORY     - Date     Condition        Report By
 FF0310  HISTORY     - 1957     MONUMENTED       CGS
 FF0310  HISTORY     - 19970912 MARK NOT FOUND   TN1620
 FF0310
 FF0310                          STATION DESCRIPTION
 FF0310
 FF0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0310'3.4 MI NW FROM FRAYSER.
 FF0310'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0310'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0310'ALONG MARSH ROAD, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG
 FF0310'BENJESTOWN ROAD, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF THE
 FF0310'BENJESTOWN ROAD, AND OLD CUBA-BENJESTOWN ROAD LEADING SOUTHWEST,
 FF0310'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 117 FEET NORTH OF
 FF0310'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 58 FEET WEST OF THE
 FF0310'NORTHWEST CORNER OF ANOTHER WHITE FRAME HOUSE, 13 FEET SOUTH OF
 FF0310'THE SOUTH MOST GUM TREE OF TWO, 6 FEET SOUTH OF A FENCE LINE,
 FF0310'17 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 1 1/2 FEET BELOW
 FF0310'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0310'PROJECTING 1 INCH ABOVE THE GROUND.  NOTE-- ABOUT 0.75 MILE
 FF0310'NORTHWEST OF THE WEST END OF THE BENJESTOWN ROAD BRIDGE OVER
 FF0310'THE LOOSAHATCHIE RIVER.
 FF0310
 FF0310                          STATION RECOVERY (1997)
 FF0310
 FF0310'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1640 ***********************************************************************
 FE1640  DESIGNATION -  K 89
 FE1640  PID         -  FE1640
 FE1640  STATE/COUNTY-  TN/LAUDERDALE
 FE1640  USGS QUAD   -  GILT EDGE (1981)
 FE1640
 FE1640                         *CURRENT SURVEY CONTROL
 FE1640  ___________________________________________________________________
 FE1640* NAD 83(1986)-  35 36 55.     (N)    089 51 07.     (W)     SCALED    
 FE1640* NAVD 88     -        79.007  (meters)     259.21   (feet)  ADJUSTED  
 FE1640  ___________________________________________________________________
 FE1640  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1640  DYNAMIC HT  -          78.939 (meters)     258.99  (feet)  COMP
 FE1640  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 FE1640
 FE1640  VERT ORDER  -  FIRST     CLASS II
 FE1640
 FE1640.The horizontal coordinates were scaled from a topographic map and have
 FE1640.an estimated accuracy of +/- 6 seconds.
 FE1640
 FE1640.The orthometric height was determined by differential leveling
 FE1640.and adjusted by the National Geodetic Survey in June 1991..
 FE1640
 FE1640.The geoid height was determined by GEOID03.
 FE1640
 FE1640.The dynamic height is computed by dividing the NAVD 88
 FE1640.geopotential number by the normal gravity value computed on the
 FE1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1640.degrees latitude (g = 980.6199 gals.).
 FE1640
 FE1640.The modeled gravity was interpolated from observed gravity values.
 FE1640
 FE1640;                    North         East    Units  Estimated Accuracy
 FE1640;SPC TN       -   149,100.      251,120.      MT  (+/- 180 meters Scaled)
 FE1640
 FE1640                          SUPERSEDED SURVEY CONTROL
 FE1640
 FE1640  NGVD 29 (??/??/??)   78.975  (m)          259.10   (f) ADJUSTED    1 2
 FE1640
 FE1640.Superseded values are not recommended for survey control.
 FE1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1640.See file dsdata.txt to determine how the superseded data were derived.
 FE1640
 FE1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE416450(NAD 83)
 FE1640_MARKER: DB = BENCH MARK DISK
 FE1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1640_STAMPING: K 89 1957
 FE1640_MARK LOGO: CGS   
 FE1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1640+STABILITY: SURFACE MOTION
 FE1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1640+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1640
 FE1640  HISTORY     - Date     Condition        Report By
 FE1640  HISTORY     - 1957     MONUMENTED       CGS
 FE1640  HISTORY     - 1974     GOOD             LOCSUR
 FE1640  HISTORY     - 19971204 GOOD             USE
 FE1640  HISTORY     - 20020807 GOOD             USACE
 FE1640
 FE1640                          STATION DESCRIPTION
 FE1640
 FE1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1640'2 MI E FROM FULTON.
 FE1640'2.0 MILES EAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE AT
 FE1640'FULTON, 23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 208
 FE1640'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 FE1640'A GRADED ROAD LEADING WEST, 193 FEET SOUTH-SOUTHWEST OF THE
 FE1640'CENTER LINE OF THE GRADED ROAD, 150 FEET NORTHEAST OF THE
 FE1640'NORTHWEST END OF AN 18-INCH METAL PIPE CULVERT UNDER THE HIGHWAY,
 FE1640'3 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET SOUTHWEST OF A
 FE1640'WHITE WOODEN WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE
 FE1640'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FE1640'ABOVE THE GROUND.
 FE1640
 FE1640                          STATION RECOVERY (1974)
 FE1640
 FE1640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1640'RECOVERED IN GOOD CONDITION.
 FE1640
 FE1640                          STATION RECOVERY (1997)
 FE1640
 FE1640'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE1640'GRADED ROAD TO WEST IS NOW PAVED.
 FE1640
 FE1640                          STATION RECOVERY (2002)
 FE1640
 FE1640'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1640'GRADED ROAD WEST  IS NOW HWY 207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0704 ***********************************************************************
 FD0704  DESIGNATION -  K 9
 FD0704  PID         -  FD0704
 FD0704  STATE/COUNTY-  TN/MAURY
 FD0704  USGS QUAD   -  COLUMBIA (1989)
 FD0704
 FD0704                         *CURRENT SURVEY CONTROL
 FD0704  ___________________________________________________________________
 FD0704* NAD 83(1986)-  35 37 01.     (N)    087 03 24.     (W)     SCALED    
 FD0704* NAVD 88     -       198.417  (meters)     650.97   (feet)  ADJUSTED  
 FD0704  ___________________________________________________________________
 FD0704  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0704  DYNAMIC HT  -         198.242 (meters)     650.40  (feet)  COMP
 FD0704  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FD0704
 FD0704  VERT ORDER  -  FIRST     CLASS II
 FD0704
 FD0704.The horizontal coordinates were scaled from a topographic map and have
 FD0704.an estimated accuracy of +/- 6 seconds.
 FD0704
 FD0704.The orthometric height was determined by differential leveling
 FD0704.and adjusted by the National Geodetic Survey in June 1991..
 FD0704
 FD0704.The geoid height was determined by GEOID03.
 FD0704
 FD0704.The dynamic height is computed by dividing the NAVD 88
 FD0704.geopotential number by the normal gravity value computed on the
 FD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0704.degrees latitude (g = 980.6199 gals.).
 FD0704
 FD0704.The modeled gravity was interpolated from observed gravity values.
 FD0704
 FD0704;                    North         East    Units  Estimated Accuracy
 FD0704;SPC TN       -   142,930.      504,280.      MT  (+/- 180 meters Scaled)
 FD0704
 FD0704                          SUPERSEDED SURVEY CONTROL
 FD0704
 FD0704  NGVD 29 (??/??/92)  198.399  (m)          650.91   (f) ADJ UNCH    1 2
 FD0704
 FD0704.Superseded values are not recommended for survey control.
 FD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0704.See file dsdata.txt to determine how the superseded data were derived.
 FD0704
 FD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE948414(NAD 83)
 FD0704_MARKER: DB = BENCH MARK DISK
 FD0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0704_SP_SET: BUILDING
 FD0704_STAMPING: K 9 1931 651.108
 FD0704_MARK LOGO: CGS   
 FD0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0704+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1987
 FD0704
 FD0704  HISTORY     - Date     Condition        Report By
 FD0704  HISTORY     - 1931     MONUMENTED       CGS
 FD0704  HISTORY     - 1949     GOOD             NGS
 FD0704  HISTORY     - 1963     GOOD             NGS
 FD0704  HISTORY     - 1983     GOOD             NGS
 FD0704  HISTORY     - 19870630 GOOD             LOCENG
 FD0704
 FD0704                          STATION DESCRIPTION
 FD0704
 FD0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0704'AT COLUMBIA.
 FD0704'AT COLUMBIA, ABOUT 1.3 MILES NORTHWEST ALONG THE LOUISVILLE AND
 FD0704'NASHVILLE RAILROAD FROM THE STATION AT COLUMBIA, AT THE WEST
 FD0704'CITY LIMITS, AT THE CROSSING OF STATE HIGHWAY 99, SET VERTICALLY
 FD0704'IN THE EAST FACE AT THE NORTHEAST CORNER OF THE COLUMBIA MILITARY
 FD0704'ACADEMY, 1 1/2 FEET SOUTH OF THE NORTHEAST CORNER AND ABOUT 5
 FD0704'FEET ABOVE THE GROUND.
 FD0704
 FD0704                          STATION RECOVERY (1963)
 FD0704
 FD0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0704'RECOVERED IN GOOD CONDITION.
 FD0704
 FD0704                          STATION RECOVERY (1983)
 FD0704
 FD0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0704'RECOVERED IN GOOD CONDITION.
 FD0704
 FD0704                          STATION RECOVERY (1987)
 FD0704
 FD0704'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1330 ***********************************************************************
 FE1330  DESIGNATION -  K 90
 FE1330  PID         -  FE1330
 FE1330  STATE/COUNTY-  TN/TIPTON
 FE1330  USGS QUAD   -  DRUMMONDS (1983)
 FE1330
 FE1330                         *CURRENT SURVEY CONTROL
 FE1330  ___________________________________________________________________
 FE1330* NAD 83(1986)-  35 27 49.     (N)    089 58 43.     (W)     SCALED    
 FE1330* NAVD 88     -        71.538  (meters)     234.70   (feet)  ADJUSTED  
 FE1330  ___________________________________________________________________
 FE1330  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1330  DYNAMIC HT  -          71.475 (meters)     234.50  (feet)  COMP
 FE1330  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 FE1330
 FE1330  VERT ORDER  -  FIRST     CLASS II
 FE1330
 FE1330.The horizontal coordinates were scaled from a topographic map and have
 FE1330.an estimated accuracy of +/- 6 seconds.
 FE1330
 FE1330.The orthometric height was determined by differential leveling
 FE1330.and adjusted by the National Geodetic Survey in June 1991..
 FE1330
 FE1330.The geoid height was determined by GEOID03.
 FE1330
 FE1330.The dynamic height is computed by dividing the NAVD 88
 FE1330.geopotential number by the normal gravity value computed on the
 FE1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1330.degrees latitude (g = 980.6199 gals.).
 FE1330
 FE1330.The modeled gravity was interpolated from observed gravity values.
 FE1330
 FE1330;                    North         East    Units  Estimated Accuracy
 FE1330;SPC TN       -   132,740.      238,970.      MT  (+/- 180 meters Scaled)
 FE1330
 FE1330                          SUPERSEDED SURVEY CONTROL
 FE1330
 FE1330  NGVD 29 (??/??/??)   71.507  (m)          234.60   (f) ADJUSTED    1 2
 FE1330
 FE1330.Superseded values are not recommended for survey control.
 FE1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1330.See file dsdata.txt to determine how the superseded data were derived.
 FE1330
 FE1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE296285(NAD 83)
 FE1330_MARKER: P = PIPE CAP
 FE1330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1330_STAMPING: K 90 1957
 FE1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1330
 FE1330  HISTORY     - Date     Condition        Report By
 FE1330  HISTORY     - 1957     MONUMENTED       CGS
 FE1330  HISTORY     - 20020412 POOR             USACE
 FE1330
 FE1330                          STATION DESCRIPTION
 FE1330
 FE1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1330'4.4 MI NW FROM DIXONVILLE.
 FE1330'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1330'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1330'GRAVEL ROAD, THENCE 0.75 MILES WEST ALONG A DIRT FARM ROAD,
 FE1330'THENCE 1.15 MILES NORTH ALONG A DIRT FARM ROAD, NEAR THE JUNCTION
 FE1330'OF A FARM ROAD LEADING WEST TO THE MISSISSIPPI RIVER, 28 FEET
 FE1330'WEST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 28 FEET NORTH OF
 FE1330'THE CENTER LINE OF THE ROAD WEST, 48 FEET NORTHWEST OF THE
 FE1330'CENTER OF THE JUNCTION OF THE TWO ROADS, 109 FEET SOUTH-SOUTHWEST
 FE1330'OF A FENCE CORNER, 67 FEET EAST-NORTHEAST OF THE NORTHEAST
 FE1330'CORNER OF A 16-FOOT WOODEN BRIDGE UNDER THE ROAD WEST, A FOOT
 FE1330'SOUTHEAST OF A LONE 8-INCH HACKBERRY TREE, ABOUT LEVEL WITH THE
 FE1330'ROADS, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING
 FE1330'5 INCHES ABOVE THE GROUND.  ABOUT 10.7 MILES SOUTHWEST OF
 FE1330'RANDOLPH, TIPTON, COUNTY, TENNESSEE.  MARK IS ALSO 0.7 MILE
 FE1330'SOUTH ALONG A DIRT FARM ROAD FROM BENCH MARK B-90 1957.
 FE1330
 FE1330                          STATION RECOVERY (2002)
 FE1330
 FE1330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1330'NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1586 ***********************************************************************
 FE1586  DESIGNATION -  K 91
 FE1586  PID         -  FE1586
 FE1586  STATE/COUNTY-  TN/LAUDERDALE
 FE1586  USGS QUAD   -  OPEN LAKE (1983)
 FE1586
 FE1586                         *CURRENT SURVEY CONTROL
 FE1586  ___________________________________________________________________
 FE1586* NAD 83(1986)-  35 46 23.     (N)    089 42 12.     (W)     SCALED    
 FE1586* NAVD 88     -        76.912  (meters)     252.34   (feet)  ADJUSTED  
 FE1586  ___________________________________________________________________
 FE1586  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1586  DYNAMIC HT  -          76.846 (meters)     252.12  (feet)  COMP
 FE1586  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 FE1586
 FE1586  VERT ORDER  -  FIRST     CLASS II
 FE1586
 FE1586.The horizontal coordinates were scaled from a topographic map and have
 FE1586.an estimated accuracy of +/- 6 seconds.
 FE1586
 FE1586.The orthometric height was determined by differential leveling
 FE1586.and adjusted by the National Geodetic Survey in June 1991..
 FE1586
 FE1586.The geoid height was determined by GEOID03.
 FE1586
 FE1586.The dynamic height is computed by dividing the NAVD 88
 FE1586.geopotential number by the normal gravity value computed on the
 FE1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1586.degrees latitude (g = 980.6199 gals.).
 FE1586
 FE1586.The modeled gravity was interpolated from observed gravity values.
 FE1586
 FE1586;                    North         East    Units  Estimated Accuracy
 FE1586;SPC TN       -   166,070.      265,240.      MT  (+/- 180 meters Scaled)
 FE1586
 FE1586                          SUPERSEDED SURVEY CONTROL
 FE1586
 FE1586  NGVD 29 (??/??/??)   76.872  (m)          252.20   (f) ADJUSTED    1 2
 FE1586
 FE1586.Superseded values are not recommended for survey control.
 FE1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1586.See file dsdata.txt to determine how the superseded data were derived.
 FE1586
 FE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE556621(NAD 83)
 FE1586_MARKER: DB = BENCH MARK DISK
 FE1586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1586_SP_SET: 96 FEET
 FE1586_STAMPING: K 91 1957
 FE1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1586
 FE1586  HISTORY     - Date     Condition        Report By
 FE1586  HISTORY     - 1957     MONUMENTED       CGS
 FE1586  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1586
 FE1586                          STATION DESCRIPTION
 FE1586
 FE1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1586'3.4 MI E FROM ASHPORT.
 FE1586'3.35 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1586'ABOUT 0.35 MILE WEST OF THE WEST END OF THE BRIDGE OVER COLD
 FE1586'CREEK, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 FE1586'NORTHEAST OF THE NORTHEAST CORNER OF A TENANT HOUSE, 38 1/2 FEET
 FE1586'WEST OF THE NORTHWEST CORNER OF THE EAST MOST OF FOUR TENANT
 FE1586'HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 30 FEET EAST-SOUTHEAST
 FE1586'OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A
 FE1586'DISK ON TOP OF A COPPER COATED STEEL ROD 1 INCH BELOW THE SURFACE
 FE1586'AND PROTECTED BY A 4 INCH TILE PROJECTING 1 INCH ABOVE THE
 FE1586'GROUND.  ROD DRIVEN TO A DEPTH OF 96 FEET.
 FE1586
 FE1586                          STATION RECOVERY (1971)
 FE1586
 FE1586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1552 ***********************************************************************
 FE1552  DESIGNATION -  K 92
 FE1552  PID         -  FE1552
 FE1552  STATE/COUNTY-  TN/LAUDERDALE
 FE1552  USGS QUAD   -  CHIC (1983)
 FE1552
 FE1552                         *CURRENT SURVEY CONTROL
 FE1552  ___________________________________________________________________
 FE1552* NAD 83(1986)-  35 53 25.     (N)    089 42 45.     (W)     SCALED    
 FE1552* NAVD 88     -        76.787  (meters)     251.93   (feet)  ADJUSTED  
 FE1552  ___________________________________________________________________
 FE1552  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE1552  DYNAMIC HT  -          76.723 (meters)     251.72  (feet)  COMP
 FE1552  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1552
 FE1552  VERT ORDER  -  FIRST     CLASS II
 FE1552
 FE1552.The horizontal coordinates were scaled from a topographic map and have
 FE1552.an estimated accuracy of +/- 6 seconds.
 FE1552
 FE1552.The orthometric height was determined by differential leveling
 FE1552.and adjusted by the National Geodetic Survey in June 1991..
 FE1552
 FE1552.The geoid height was determined by GEOID03.
 FE1552
 FE1552.The dynamic height is computed by dividing the NAVD 88
 FE1552.geopotential number by the normal gravity value computed on the
 FE1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1552.degrees latitude (g = 980.6199 gals.).
 FE1552
 FE1552.The modeled gravity was interpolated from observed gravity values.
 FE1552
 FE1552;                    North         East    Units  Estimated Accuracy
 FE1552;SPC TN       -   179,100.      264,900.      MT  (+/- 180 meters Scaled)
 FE1552
 FE1552                          SUPERSEDED SURVEY CONTROL
 FE1552
 FE1552  NGVD 29 (??/??/??)   76.737  (m)          251.76   (f) ADJUSTED    1 2
 FE1552
 FE1552.Superseded values are not recommended for survey control.
 FE1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1552.See file dsdata.txt to determine how the superseded data were derived.
 FE1552
 FE1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE551751(NAD 83)
 FE1552_MARKER: DB = BENCH MARK DISK
 FE1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1552_STAMPING: K 92 1957
 FE1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1552+STABILITY: SURFACE MOTION
 FE1552
 FE1552  HISTORY     - Date     Condition        Report By
 FE1552  HISTORY     - 1957     MONUMENTED       CGS
 FE1552  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1552
 FE1552                          STATION DESCRIPTION
 FE1552
 FE1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1552'2.2 MI E FROM BARR.
 FE1552'1.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND POST
 FE1552'OFFICE AT BARR, THENCE 1.2 MILES NORTHEAST ALONG A GRAVEL ROAD
 FE1552'LEADING TO HALES POINT, ABOUT 0.5 MILE EAST OF A RIGHT ANGLE
 FE1552'TURN IN THE ROAD AND THE JUNCTION OF A FARM ROAD LEADING NORTH,
 FE1552'58 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 59 FEET
 FE1552'NORTH-NORTHEAST OF THE JUNCTION OF THE MAIN ROAD AND A DIM ROAD
 FE1552'LEADING NORTH TO MR. SMITH RESIDENCE, 13 FEET EAST OF THE CENTER
 FE1552'LINE OF THE ROAD NORTH, 22 FEET SOUTH-SOUTHEAST OF A BLAZED
 FE1552'16 INCH COTTONWOOD TREE, 20 FEET NORTH OF A BLAZED 14 INCH MAPLE
 FE1552'TREE, 4 FEET WEST-SOUTHWEST OF AN 8 INCH MAPLE TREE, 2 FEET WEST
 FE1552'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FE1552'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1552'GROUND.
 FE1552
 FE1552                          STATION RECOVERY (2002)
 FE1552
 FE1552'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1552'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1322 ***********************************************************************
 FE1322  DESIGNATION -  K 93
 FE1322  PID         -  FE1322
 FE1322  STATE/COUNTY-  TN/TIPTON
 FE1322  USGS QUAD   -  MUNFORD (1983)
 FE1322
 FE1322                         *CURRENT SURVEY CONTROL
 FE1322  ___________________________________________________________________
 FE1322* NAD 83(1986)-  35 27 01.     (N)    089 49 52.     (W)     SCALED    
 FE1322* NAVD 88     -       123.817  (meters)     406.22   (feet)  ADJUSTED  
 FE1322  ___________________________________________________________________
 FE1322  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1322  DYNAMIC HT  -         123.708 (meters)     405.87  (feet)  COMP
 FE1322  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 FE1322
 FE1322  VERT ORDER  -  FIRST     CLASS I
 FE1322
 FE1322.The horizontal coordinates were scaled from a topographic map and have
 FE1322.an estimated accuracy of +/- 6 seconds.
 FE1322
 FE1322.The orthometric height was determined by differential leveling
 FE1322.and adjusted by the National Geodetic Survey in June 1991..
 FE1322
 FE1322.The geoid height was determined by GEOID03.
 FE1322
 FE1322.The dynamic height is computed by dividing the NAVD 88
 FE1322.geopotential number by the normal gravity value computed on the
 FE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1322.degrees latitude (g = 980.6199 gals.).
 FE1322
 FE1322.The modeled gravity was interpolated from observed gravity values.
 FE1322
 FE1322;                    North         East    Units  Estimated Accuracy
 FE1322;SPC TN       -   130,730.      252,290.      MT  (+/- 180 meters Scaled)
 FE1322
 FE1322                          SUPERSEDED SURVEY CONTROL
 FE1322
 FE1322  NGVD 29 (??/??/??)  123.792  (m)          406.14   (f) ADJUSTED    1 1
 FE1322
 FE1322.Superseded values are not recommended for survey control.
 FE1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1322.See file dsdata.txt to determine how the superseded data were derived.
 FE1322
 FE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE430266(NAD 83)
 FE1322_MARKER: DB = BENCH MARK DISK
 FE1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1322_STAMPING: K 93 1957
 FE1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1322+STABILITY: SURFACE MOTION
 FE1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1322+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1322
 FE1322  HISTORY     - Date     Condition        Report By
 FE1322  HISTORY     - 1957     MONUMENTED       CGS
 FE1322  HISTORY     - 1974     GOOD             NGS
 FE1322  HISTORY     - 20021003 GOOD             USACE
 FE1322
 FE1322                          STATION DESCRIPTION
 FE1322
 FE1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1322'1 MI W FROM MUNFORD.
 FE1322'ABOUT 1.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1322'PRESBYTERIAN CHURCH AT MUNFORD, 0.85 MILE EAST OF WOODEN BRIDGE
 FE1322'OVER BIG CREEK, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 75
 FE1322'FEET WEST OF A FIRE HYDRANT, 44 FEET EAST OF THE CENTER LINE OF
 FE1322'A TRACK ROAD LEADING NORTH, 13.5 FEET EAST-SOUTHEAST OF A POWER
 FE1322'POLE, 4.2 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 FE1322'POST, 3 FEET ABOVE GROUND AND IN THE TOP OF A CONCRETE POST
 FE1322'PROJECTING 3-INCHES.
 FE1322
 FE1322                          STATION RECOVERY (2002)
 FE1322
 FE1322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1717 ***********************************************************************
 FE1717  DESIGNATION -  K 94
 FE1717  PID         -  FE1717
 FE1717  STATE/COUNTY-  TN/LAUDERDALE
 FE1717  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1717
 FE1717                         *CURRENT SURVEY CONTROL
 FE1717  ___________________________________________________________________
 FE1717* NAD 83(1986)-  35 39 32.     (N)    089 35 00.     (W)     SCALED    
 FE1717* NAVD 88     -        85.832  (meters)     281.60   (feet)  ADJUSTED  
 FE1717  ___________________________________________________________________
 FE1717  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1717  DYNAMIC HT  -          85.759 (meters)     281.36  (feet)  COMP
 FE1717  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 FE1717
 FE1717  VERT ORDER  -  SECOND    CLASS 0
 FE1717
 FE1717.The horizontal coordinates were scaled from a topographic map and have
 FE1717.an estimated accuracy of +/- 6 seconds.
 FE1717
 FE1717.The orthometric height was determined by differential leveling
 FE1717.and adjusted by the National Geodetic Survey in June 1991..
 FE1717
 FE1717.The geoid height was determined by GEOID03.
 FE1717
 FE1717.The dynamic height is computed by dividing the NAVD 88
 FE1717.geopotential number by the normal gravity value computed on the
 FE1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1717.degrees latitude (g = 980.6199 gals.).
 FE1717
 FE1717.The modeled gravity was interpolated from observed gravity values.
 FE1717
 FE1717;                    North         East    Units  Estimated Accuracy
 FE1717;SPC TN       -   153,010.      275,620.      MT  (+/- 180 meters Scaled)
 FE1717
 FE1717                          SUPERSEDED SURVEY CONTROL
 FE1717
 FE1717  NGVD 29 (??/??/??)   85.823  (m)          281.57   (f) ADJUSTED    2 0
 FE1717
 FE1717.Superseded values are not recommended for survey control.
 FE1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1717.See file dsdata.txt to determine how the superseded data were derived.
 FE1717
 FE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE661491(NAD 83)
 FE1717_MARKER: P = PIPE CAP
 FE1717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1717_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1717_STAMPING: K 94 1957
 FE1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1717
 FE1717  HISTORY     - Date     Condition        Report By
 FE1717  HISTORY     - 1957     MONUMENTED       CGS
 FE1717
 FE1717                          STATION DESCRIPTION
 FE1717
 FE1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1717'1.1 MI SW FROM HENNING.
 FE1717'1.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1717'STATION AT HENNING, ABOUT 0.1 MILE NORTHEAST OF MILEPOST NO. 345,
 FE1717'33 3/4 FEET NORTHWEST OF THE NORTHWEST RAIL, 207 FEET NORTHEAST
 FE1717'OF A FENCE CORNER AT AN OFFSET IN A FENCE LINE, 86 FEET
 FE1717'NORTH-NORTHWEST AND ACROSS THE TRACK FROM TELEPHONE POLE NO.
 FE1717'5298 1/2, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND
 FE1717'AT THE SOUTHWEST END OF A CUT, A DISK WELDED ON TOP OF A 2 1/2
 FE1717'INCH IRON PIPE PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0899 ***********************************************************************
 GD0899  DESIGNATION -  K 95
 GD0899  PID         -  GD0899
 GD0899  STATE/COUNTY-  TN/DYER
 GD0899  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0899
 GD0899                         *CURRENT SURVEY CONTROL
 GD0899  ___________________________________________________________________
 GD0899* NAD 83(1986)-  36 00 22.     (N)    089 41 16.     (W)     SCALED    
 GD0899* NAVD 88     -        80.086  (meters)     262.75   (feet)  ADJUSTED  
 GD0899  ___________________________________________________________________
 GD0899  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0899  DYNAMIC HT  -          80.019 (meters)     262.53  (feet)  COMP
 GD0899  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GD0899
 GD0899  VERT ORDER  -  FIRST     CLASS II
 GD0899
 GD0899.The horizontal coordinates were scaled from a topographic map and have
 GD0899.an estimated accuracy of +/- 6 seconds.
 GD0899
 GD0899.The orthometric height was determined by differential leveling
 GD0899.and adjusted by the National Geodetic Survey in June 1991..
 GD0899
 GD0899.The geoid height was determined by GEOID03.
 GD0899
 GD0899.The dynamic height is computed by dividing the NAVD 88
 GD0899.geopotential number by the normal gravity value computed on the
 GD0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0899.degrees latitude (g = 980.6199 gals.).
 GD0899
 GD0899.The modeled gravity was interpolated from observed gravity values.
 GD0899
 GD0899;                    North         East    Units  Estimated Accuracy
 GD0899;SPC TN       -   191,860.      267,620.      MT  (+/- 180 meters Scaled)
 GD0899
 GD0899                          SUPERSEDED SURVEY CONTROL
 GD0899
 GD0899  NGVD 29 (??/??/??)   80.027  (m)          262.56   (f) ADJUSTED    1 2
 GD0899
 GD0899.Superseded values are not recommended for survey control.
 GD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0899.See file dsdata.txt to determine how the superseded data were derived.
 GD0899
 GD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE577879(NAD 83)
 GD0899_MARKER: DB = BENCH MARK DISK
 GD0899_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0899_SP_SET: 56 FEET
 GD0899_STAMPING: K 95 1957
 GD0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0899
 GD0899  HISTORY     - Date     Condition        Report By
 GD0899  HISTORY     - 1957     MONUMENTED       CGS
 GD0899  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0899
 GD0899                          STATION DESCRIPTION
 GD0899
 GD0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0899'AT MIDWAY.
 GD0899'AT MIDWAY, AT JUNCTION OF A NORTH-SOUTH ROAD AND A ROAD LEADING
 GD0899'EAST, AT MIDWAY BAPTIST CHURCH, 269 FEET EAST OF CENTER LINE OF
 GD0899'NORTH-SOUTH ROAD, 105 FEET NORTH OF NORTH EDGE OF ONE LANE
 GD0899'PAVEMENT OF ROAD EAST, 86 FEET EAST OF A WELL WITH PUMP, 29
 GD0899'FEET EAST-SOUTHEAST OF A 40-INCH ELM TREE, 4 1/2 FEET SOUTH OF
 GD0899'SOUTHWEST CORNER OF CHURCH, ABOUT LEVEL WITH ROADS AND IS A
 GD0899'DISK ON COPPER COATED STEEL ROD ABOUT 3 INCHES UNDERGROUND AND
 GD0899'PROTECTED BY A 4-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD WAS
 GD0899'DRIVEN TO A DEPTH OF 56 FEET.
 GD0899
 GD0899                          STATION RECOVERY (2002)
 GD0899
 GD0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0899'MARK SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0865 ***********************************************************************
 GD0865  DESIGNATION -  K 96
 GD0865  PID         -  GD0865
 GD0865  STATE/COUNTY-  TN/LAKE
 GD0865  USGS QUAD   -  TENNEMO (1983)
 GD0865
 GD0865                         *CURRENT SURVEY CONTROL
 GD0865  ___________________________________________________________________
 GD0865* NAD 83(1986)-  36 11 50.     (N)    089 35 59.     (W)     SCALED    
 GD0865* NAVD 88     -        81.579  (meters)     267.65   (feet)  ADJUSTED  
 GD0865  ___________________________________________________________________
 GD0865  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0865  DYNAMIC HT  -          81.512 (meters)     267.43  (feet)  COMP
 GD0865  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GD0865
 GD0865  VERT ORDER  -  FIRST     CLASS II
 GD0865
 GD0865.The horizontal coordinates were scaled from a topographic map and have
 GD0865.an estimated accuracy of +/- 6 seconds.
 GD0865
 GD0865.The orthometric height was determined by differential leveling
 GD0865.and adjusted by the National Geodetic Survey in June 1991..
 GD0865
 GD0865.The geoid height was determined by GEOID03.
 GD0865
 GD0865.The dynamic height is computed by dividing the NAVD 88
 GD0865.geopotential number by the normal gravity value computed on the
 GD0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0865.degrees latitude (g = 980.6199 gals.).
 GD0865
 GD0865.The modeled gravity was interpolated from observed gravity values.
 GD0865
 GD0865;                    North         East    Units  Estimated Accuracy
 GD0865;SPC TN       -   212,750.      276,330.      MT  (+/- 180 meters Scaled)
 GD0865
 GD0865                          SUPERSEDED SURVEY CONTROL
 GD0865
 GD0865  NGVD 29 (??/??/??)   81.505  (m)          267.40   (f) ADJUSTED    1 2
 GD0865
 GD0865.Superseded values are not recommended for survey control.
 GD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0865.See file dsdata.txt to determine how the superseded data were derived.
 GD0865
 GD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF662089(NAD 83)
 GD0865_MARKER: DB = BENCH MARK DISK
 GD0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0865_STAMPING: K 96 1957
 GD0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0865+STABILITY: SURFACE MOTION
 GD0865
 GD0865  HISTORY     - Date     Condition        Report By
 GD0865  HISTORY     - 1957     MONUMENTED       CGS
 GD0865  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0865
 GD0865                          STATION DESCRIPTION
 GD0865
 GD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0865'9.2 MI SW FROM RIDGELY.
 GD0865'1.5 MILES WEST ALONG A BLACK TOP ROAD (DEPOT STREET EXTENDED)
 GD0865'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT RIDGELY, THENCE
 GD0865'ABOUT 3.05 MILES SOUTH AND SOUTHWEST ALONG A BLACK TOP ROAD
 GD0865'FOLLOWING LEVEE, THENCE ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY
 GD0865'79, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD, AT A
 GD0865'GROUP OF THREE LARGE PECAN TREES, 26 FEET WEST OF CENTER LINE
 GD0865'OF ROAD, 12 FEET SOUTH OF THE NORTH ONE OF THE TREES, 48 FEET
 GD0865'NORTH OF THE CENTER ONE OF THE TREES, 2 FEET NORTH OF A CONCRETE
 GD0865'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 GD0865'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS REACHED FROM
 GD0865'TENNEMO BY GOING ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 103
 GD0865'FROM THE JUNCTION OF GRAVEL ROAD FOLLOWING OLD LEVEE, THENCE
 GD0865'ABOUT 1.25 MILES NORTH AND WEST ALONG A GRAVEL ROAD TO BRIDGE
 GD0865'OVER BLUE BANK BAYOU AND ND OF GRAVEL ROAD, THENCE ABOUT 1.8
 GD0865'MILES NORTHWEST ALONG FIELD ROADS AND A GRAVEL ROAD TO SIDE
 GD0865'OF MARK.
 GD0865
 GD0865                          STATION RECOVERY (2002)
 GD0865
 GD0865'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0865'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0930 ***********************************************************************
 GA0930  DESIGNATION -  K 97
 GA0930  PID         -  GA0930
 GA0930  STATE/COUNTY-  TN/WASHINGTON
 GA0930  USGS QUAD   -  LOVELACE (1971)
 GA0930
 GA0930                         *CURRENT SURVEY CONTROL
 GA0930  ___________________________________________________________________
 GA0930* NAD 83(1986)-  36 26 14.     (N)    082 37 31.     (W)     SCALED    
 GA0930* NAVD 88     -       386.671  (meters)    1268.60   (feet)  ADJUSTED  
 GA0930  ___________________________________________________________________
 GA0930  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0930  DYNAMIC HT  -         386.312 (meters)    1267.43  (feet)  COMP
 GA0930  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 GA0930
 GA0930  VERT ORDER  -  SECOND    CLASS 0
 GA0930
 GA0930.The horizontal coordinates were scaled from a topographic map and have
 GA0930.an estimated accuracy of +/- 6 seconds.
 GA0930
 GA0930.The orthometric height was determined by differential leveling
 GA0930.and adjusted by the National Geodetic Survey in June 1991..
 GA0930
 GA0930.The geoid height was determined by GEOID03.
 GA0930
 GA0930.The dynamic height is computed by dividing the NAVD 88
 GA0930.geopotential number by the normal gravity value computed on the
 GA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0930.degrees latitude (g = 980.6199 gals.).
 GA0930
 GA0930.The modeled gravity was interpolated from observed gravity values.
 GA0930
 GA0930;                    North         East    Units  Estimated Accuracy
 GA0930;SPC TN       -   238,650.      902,530.      MT  (+/- 180 meters Scaled)
 GA0930
 GA0930                          SUPERSEDED SURVEY CONTROL
 GA0930
 GA0930  NGVD 29 (??/??/92)  386.809  (m)         1269.06   (f) ADJ UNCH    2 0
 GA0930
 GA0930.Superseded values are not recommended for survey control.
 GA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0930.See file dsdata.txt to determine how the superseded data were derived.
 GA0930
 GA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA543336(NAD 83)
 GA0930_MARKER: DB = BENCH MARK DISK
 GA0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0930_SP_SET: BRIDGE
 GA0930_STAMPING: K 97 1935
 GA0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0930
 GA0930  HISTORY     - Date     Condition        Report By
 GA0930  HISTORY     - 1935     MONUMENTED       CGS
 GA0930
 GA0930                          STATION DESCRIPTION
 GA0930
 GA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0930'1.6 MI N FROM FALL BRANCH.
 GA0930'IN SULLIVAN COUNTY, 1.6 MILES NORTH ALONG STATE HIGHWAY 81 FROM
 GA0930'THE POST OFFICE AT FALL BRANCH, WASHINGTON COUNTY, 150 FEET SOUTH
 GA0930'OF A CROSSROADS, AT A BRIDGE OVER HORSE CREEK 12 FEET EAST OF
 GA0930'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE WING WALL, AND
 GA0930'6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 97
 GA0930'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0815 ***********************************************************************
 GA0815  DESIGNATION -  K 98
 GA0815  PID         -  GA0815
 GA0815  STATE/COUNTY-  TN/GREENE
 GA0815  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0815
 GA0815                         *CURRENT SURVEY CONTROL
 GA0815  ___________________________________________________________________
 GA0815* NAD 83(1986)-  36 20 18.     (N)    082 41 39.     (W)     SCALED    
 GA0815* NAVD 88     -       502.968  (meters)    1650.15   (feet)  ADJUSTED  
 GA0815  ___________________________________________________________________
 GA0815  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0815  DYNAMIC HT  -         502.492 (meters)    1648.59  (feet)  COMP
 GA0815  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 GA0815
 GA0815  VERT ORDER  -  SECOND    CLASS 0
 GA0815
 GA0815.The horizontal coordinates were scaled from a topographic map and have
 GA0815.an estimated accuracy of +/- 6 seconds.
 GA0815
 GA0815.The orthometric height was determined by differential leveling
 GA0815.and adjusted by the National Geodetic Survey in June 1991..
 GA0815
 GA0815.The geoid height was determined by GEOID03.
 GA0815
 GA0815.The dynamic height is computed by dividing the NAVD 88
 GA0815.geopotential number by the normal gravity value computed on the
 GA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0815.degrees latitude (g = 980.6199 gals.).
 GA0815
 GA0815.The modeled gravity was interpolated from observed gravity values.
 GA0815
 GA0815;                    North         East    Units  Estimated Accuracy
 GA0815;SPC TN       -   227,470.      896,730.      MT  (+/- 180 meters Scaled)
 GA0815
 GA0815                          SUPERSEDED SURVEY CONTROL
 GA0815
 GA0815  NGVD 29 (??/??/92)  503.106  (m)         1650.61   (f) ADJ UNCH    2 0
 GA0815
 GA0815.Superseded values are not recommended for survey control.
 GA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0815.See file dsdata.txt to determine how the superseded data were derived.
 GA0815
 GA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA479228(NAD 83)
 GA0815_MARKER: DB = BENCH MARK DISK
 GA0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0815_STAMPING: K 98 1935
 GA0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0815+STABILITY: SURFACE MOTION
 GA0815
 GA0815  HISTORY     - Date     Condition        Report By
 GA0815  HISTORY     - 1935     MONUMENTED       CGS
 GA0815  HISTORY     - 1961     GOOD             NGS
 GA0815
 GA0815                          STATION DESCRIPTION
 GA0815
 GA0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0815'2.5 MI S FROM JEAROLDSTOWN.
 GA0815'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81 FROM
 GA0815'FALL BRANCH, WASHINGTON COUNTY, THENCE 5.4 MILES SOUTHWEST ALONG
 GA0815'STATE HIGHWAY 93, 200 YARDS SOUTHWEST OF THE C.F. SMITH RESIDENCE,
 GA0815'AT A TRIANGULAR PLOT FORMED BY THE INTERSECTION OF THE
 GA0815'JEAROLDSTOWN-JOCKEY AND LIMESTONE ROADS, 16 YARDS NORTHWEST OF THE
 GA0815'CENTERLINE OF THE HIGHWAY 17 YARDS SOUTHWEST OF THE CENTERLINE
 GA0815'OF THE ROAD, AND 4 FEET HIGHER THEN THE HIGHWAY.  A STANDARD
 GA0815'DISK, STAMPED K 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1481 ***********************************************************************
 FD1481  DESIGNATION -  KAISER
 FD1481  PID         -  FD1481
 FD1481  STATE/COUNTY-  TN/RUTHERFORD
 FD1481  USGS QUAD   -  CHAPEL HILL (1980)
 FD1481
 FD1481                         *CURRENT SURVEY CONTROL
 FD1481  ___________________________________________________________________
 FD1481* NAD 83(1995)-  35 44 24.06922(N)    086 38 34.53972(W)     ADJUSTED  
 FD1481* NAVD 88     -       233.53   (+/-2cm)     766.2    (feet)  VERTCON   
 FD1481  ___________________________________________________________________
 FD1481  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FD1481  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD1481
 FD1481  HORZ ORDER  -  SECOND
 FD1481  VERT ORDER  -  THIRD ? (See Below)
 FD1481
 FD1481.The horizontal coordinates were established by classical geodetic methods
 FD1481.and adjusted by the National Geodetic Survey in April 1999..
 FD1481
 FD1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1481.The vertical order pertains to the NGVD 29 superseded value.
 FD1481
 FD1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1481
 FD1481.The geoid height was determined by GEOID03.
 FD1481
 FD1481;                    North         East     Units Scale Factor Converg.
 FD1481;SPC TN       -   156,261.342   541,844.941   MT  0.99994974   -0 22 35.0
 FD1481;SPC TN       -   512,667.42  1,777,702.94   sFT  0.99994974   -0 22 35.0
 FD1481;UTM  16      - 3,955,172.178   532,287.441   MT  0.99961285   +0 12 30.9
 FD1481
 FD1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1481!SPC TN       -   0.99996778  x   0.99994974  =   0.99991753
 FD1481!UTM  16      -   0.99996778  x   0.99961285  =   0.99958065
 FD1481
 FD1481|---------------------------------------------------------------------|
 FD1481| PID    Reference Object                     Distance      Geod. Az  |
 FD1481|                                                           dddmmss.s |
 FD1481| CG6674 KAISER RM 1                          45.232 METERS 00855     |
 FD1481| CG6673 KAISER AZ MK                                       0952625.7 |
 FD1481| CG6675 KAISER RM 2                          11.811 METERS 09725     |
 FD1481| FD1482 TT 63 D=PBM 7690                     25.326 METERS 16205     |
 FD1481|---------------------------------------------------------------------|
 FD1481
 FD1481                          SUPERSEDED SURVEY CONTROL
 FD1481
 FD1481  NAD 83(1995)-  35 44 24.07417(N)    086 38 34.54258(W) AD(       ) 2
 FD1481  NAD 83(1986)-  35 44 24.07935(N)    086 38 34.54064(W) AD(       ) 2
 FD1481  NAD 27      -  35 44 23.84100(N)    086 38 34.55500(W) AD(       ) 2
 FD1481  NGVD 29 (07/19/86)  233.52   (m)          766.1    (f) LEVELING    3  
 FD1481
 FD1481.Superseded values are not recommended for survey control.
 FD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1481.See file dsdata.txt to determine how the superseded data were derived.
 FD1481
 FD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3228755172(NAD 83)
 FD1481_MARKER: DS = TRIANGULATION STATION DISK
 FD1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1481+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD1481
 FD1481  HISTORY     - Date     Condition        Report By
 FD1481  HISTORY     - 1934     MONUMENTED       CGS
 FD1481  HISTORY     - 20010727 GOOD             TNDT
 FD1481
 FD1481                          STATION DESCRIPTION
 FD1481
 FD1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1481'IN EAGLEVILLE, ON FRONT LAWN OF EAGLEVILLE HIGH SCHOOL, 112.2 FEET
 FD1481'FROM NORTHWEST
 FD1481'CORNER OF SCHOOL, AND 52.1 FEET FROM 12-INCH MAPLE.
 FD1481'TO REACH FROM POST OFFICE IN
 FD1481'EAGLEVILLE AND JUNCTION OF STATE ROUTES
 FD1481'99 AND 16, GO EAST 0.5 MILE ON ROUTE 99 TO
 FD1481'BRICK SCHOOL ON RIGHT.
 FD1481'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 FD1481'IN CONCRETE.
 FD1481'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1481'REFERENCE DISKS IN CONCRETE,
 FD1481'NO 1 IS IN SCHOOL YARD, 20.2
 FD1481'FEET FROM CENTER LINE OF HIGHWAY, 56.2 FEET
 FD1481'FROM CENTER LINE OF EAST
 FD1481'DRIVEWAY, 95.2 FEET FROM CENTER LINE OF WEST DRIVEWAY, AND
 FD1481'148.40 FEET
 FD1481'FROM STATION N 08 DEG 55 MIN E.  NO 2 IS NEAR EAST EDGE
 FD1481'OF SIDEWALK, 15.8 FEET
 FD1481'FROM CENTER LINE OF DRIVE, AND 38.75 FEET FROM
 FD1481'STATION S 82 DEG 35 MIN E.
 FD1481'DISTANCE BETWEEN REFERENCE MARKS
 FD1481'NO 1 AND NO 2 IS 152.55 FEET.  AZIMUTH MARK IS ON
 FD1481'NORTH SIDE OF
 FD1481'RIGHT-OF-WAY OF ROUTE 99, 20.6 FEET FROM CENTER LINE OF HIGHWAY,
 FD1481'30.7 FEET WEST OF
 FD1481'CENTER LINE OF GRAVEL T-ROAD, 1.0 FOOT OUTSIDE OF FENCE
 FD1481'LINE, AND 0.5 MILE FROM STATION
 FD1481'S 84 DEG 33 MIN E.
 FD1481'TRANSIT TRAVERSE STATION NO 63 D 1930 (U S G S)
 FD1481'(SEE DESCRIPTION
 FD1481'THEREOF) IS 75.26 FEET FROM REFERENCE MARK NO 2 AND 83.09 FEET
 FD1481'FROM STATION S 17 DEG 55 MIN E.
 FD1481
 FD1481                          STATION RECOVERY (2001)
 FD1481
 FD1481'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0450 ***********************************************************************
 FF0450  DESIGNATION -  KANSAS
 FF0450  PID         -  FF0450
 FF0450  STATE/COUNTY-  TN/SHELBY
 FF0450  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0450
 FF0450                         *CURRENT SURVEY CONTROL
 FF0450  ___________________________________________________________________
 FF0450* NAD 83(1995)-  35 07 28.61504(N)    090 03 55.94118(W)     ADJUSTED  
 FF0450* NAVD 88     -        84.160  (meters)     276.11   (feet)  ADJUSTED  
 FF0450  ___________________________________________________________________
 FF0450  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FF0450  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0450  DYNAMIC HT  -          84.084 (meters)     275.87  (feet)  COMP
 FF0450  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FF0450
 FF0450  HORZ ORDER  -  SECOND
 FF0450  VERT ORDER  -  SECOND    CLASS 0
 FF0450
 FF0450.The horizontal coordinates were established by classical geodetic methods
 FF0450.and adjusted by the National Geodetic Survey in April 1999..
 FF0450
 FF0450.The orthometric height was determined by differential leveling
 FF0450.and adjusted by the National Geodetic Survey in June 1991..
 FF0450
 FF0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0450
 FF0450.The geoid height was determined by GEOID03.
 FF0450
 FF0450.The dynamic height is computed by dividing the NAVD 88
 FF0450.geopotential number by the normal gravity value computed on the
 FF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0450.degrees latitude (g = 980.6199 gals.).
 FF0450
 FF0450.The modeled gravity was interpolated from observed gravity values.
 FF0450
 FF0450;                    North         East     Units Scale Factor Converg.
 FF0450;SPC TN       -    95,489.760   229,525.406   MT  1.00002449   -2 22 48.5
 FF0450;SPC TN       -   313,285.99    753,034.60   sFT  1.00002449   -2 22 48.5
 FF0450;SPC AR N     -    89,518.100   576,308.238   MT  0.99996790   +1 07 32.4
 FF0450;SPC AR N     -   293,693.97  1,890,771.28   sFT  0.99996790   +1 07 32.4
 FF0450;UTM  15      - 3,890,804.514   767,407.632   MT  1.00048136   +1 41 21.7
 FF0450;UTM  16      - 3,891,164.804   220,643.830   MT  1.00056190   -1 45 53.7
 FF0450
 FF0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0450!SPC TN       -   0.99999107  x   1.00002449  =   1.00001556
 FF0450!SPC AR N     -   0.99999107  x   0.99996790  =   0.99995897
 FF0450!UTM  15      -   0.99999107  x   1.00048136  =   1.00047243
 FF0450!UTM  16      -   0.99999107  x   1.00056190  =   1.00055297
 FF0450
 FF0450                          SUPERSEDED SURVEY CONTROL
 FF0450
 FF0450  NAD 83(1995)-  35 07 28.61727(N)    090 03 55.94073(W) AD(       ) 2
 FF0450  NAD 83(1995)-  35 07 28.62102(N)    090 03 55.94052(W) AD(       ) 2
 FF0450  NAD 83(1986)-  35 07 28.62524(N)    090 03 55.94238(W) AD(       ) 2
 FF0450  NAD 27      -  35 07 28.29800(N)    090 03 55.60750(W) AD(       ) 2
 FF0450  NGVD 29 (??/??/??)   84.124  (m)          276.00   (f) ADJUSTED    2 0
 FF0450
 FF0450.Superseded values are not recommended for survey control.
 FF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0450.See file dsdata.txt to determine how the superseded data were derived.
 FF0450
 FF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6740890805(NAD 83)
 FF0450_MARKER: DE = TRAVERSE STATION DISK
 FF0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0450_SP_SET: SIDEWALK
 FF0450_STAMPING: KANSAS 1959
 FF0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0450
 FF0450  HISTORY     - Date     Condition        Report By
 FF0450  HISTORY     - 1959     MONUMENTED       CGS
 FF0450  HISTORY     - 1959     GOOD             CGS
 FF0450  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FF0450  HISTORY     - 20001128 MARK NOT FOUND   USE
 FF0450
 FF0450                          STATION DESCRIPTION
 FF0450
 FF0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0450'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE DOWNTOWN
 FF0450'CENTER OF MEMPHIS, 46 FEET SOUTHWEST OF THE INTERSECTION
 FF0450'OF CRUMP BLVD. AND KANSAS ST., 37 FEET SOUTH OF CRUMP BLVD.,
 FF0450'27 FEET WEST OF KANSAS ST. AND 6 FEET NORTH-NORTHEAST OF
 FF0450'A SIGNAL LIGHT POLE.  THE MARK IS A STANDARD TRAVERSE DISK
 FF0450'CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH
 FF0450'THE SIDE WALK AND IS STAMPED KANSAS 1959.
 FF0450
 FF0450                          STATION RECOVERY (1959)
 FF0450
 FF0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0450'AT MEMPHIS.
 FF0450'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE DOWNTOWN
 FF0450'CENTER OF MEMPHIS, 46 FEET SOUTHWEST OF THE INTERSECTION OF
 FF0450'CRUMP BLVD. AND KANSAS STREET, 37 FEET WEST OF KANSAS STREET
 FF0450'AND 6 FEET NORTH-NORTHEAST OF A SIGNAL LIGHT POLE.  THE MARK IS
 FF0450'CEMENTED IN A DRILL HOLE IN THE SIDE WALK, FLUSH WITH THE SIDE
 FF0450'WALK.  IT IS 1 BLOCK EAST OF CRUMP AZIMUTH.
 FF0450
 FF0450                          STATION RECOVERY (1995)
 FF0450
 FF0450'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0450'MARK NOT FOUND.
 FF0450
 FF0450                          STATION RECOVERY (2000)
 FF0450
 FF0450'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0450'NOT RECOVERED.  SUSPECT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0212 ***********************************************************************
 FD0212  DESIGNATION -  KASSERMAN RM 1
 FD0212  PID         -  FD0212
 FD0212  STATE/COUNTY-  TN/FRANKLIN
 FD0212  USGS QUAD   -  BELVIDERE (1982)
 FD0212
 FD0212                         *CURRENT SURVEY CONTROL
 FD0212  ___________________________________________________________________
 FD0212* NAD 83(1986)-  35 09 34.     (N)    086 08 54.     (W)     SCALED    
 FD0212* NAVD 88     -       298.324  (meters)     978.75   (feet)  ADJUSTED  
 FD0212  ___________________________________________________________________
 FD0212  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0212  DYNAMIC HT  -         298.029 (meters)     977.78  (feet)  COMP
 FD0212  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 FD0212
 FD0212  VERT ORDER  -  FIRST     CLASS II
 FD0212
 FD0212.The horizontal coordinates were scaled from a topographic map and have
 FD0212.an estimated accuracy of +/- 6 seconds.
 FD0212
 FD0212.The orthometric height was determined by differential leveling
 FD0212.and adjusted by the National Geodetic Survey in June 1991..
 FD0212
 FD0212.The geoid height was determined by GEOID03.
 FD0212
 FD0212.The dynamic height is computed by dividing the NAVD 88
 FD0212.geopotential number by the normal gravity value computed on the
 FD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0212.degrees latitude (g = 980.6199 gals.).
 FD0212
 FD0212.The modeled gravity was interpolated from observed gravity values.
 FD0212
 FD0212;                    North         East    Units  Estimated Accuracy
 FD0212;SPC TN       -    91,670.      586,490.      MT  (+/- 180 meters Scaled)
 FD0212
 FD0212                          SUPERSEDED SURVEY CONTROL
 FD0212
 FD0212  NGVD 29 (??/??/92)  298.292  (m)          978.65   (f) ADJ UNCH    1 2
 FD0212
 FD0212.Superseded values are not recommended for survey control.
 FD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0212.See file dsdata.txt to determine how the superseded data were derived.
 FD0212
 FD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED775910(NAD 83)
 FD0212_MARKER: DR = REFERENCE MARK DISK
 FD0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0212_STAMPING: KASSERMAN NO 1 1934
 FD0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0212+STABILITY: SURFACE MOTION
 FD0212
 FD0212  HISTORY     - Date     Condition        Report By
 FD0212  HISTORY     - 1934     MONUMENTED       CGS
 FD0212  HISTORY     - 1949     GOOD             NGS
 FD0212
 FD0212                          STATION DESCRIPTION
 FD0212
 FD0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0212'2.6 MI SW FROM WINCHESTER.
 FD0212'2.55 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0212'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, AT A ROAD CROSSING,
 FD0212'268 FEET EAST AND ACROSS THE ROAD FROM R.M. NO. 2, 168 NORTHEAST
 FD0212'AND ACROSS THE ROAD FROM PTS 13T (USGS), 142 FEET NORTH-NORTHEAST
 FD0212'OF THE CENTER OF THE CROSSING, 145 FEET NORTHEAST OF THE
 FD0212'CENTER LINE OF THE ROAD, 28.3 FEET NORTHWEST OF THE NORTHWEST
 FD0212'RAIL, 1.8 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT SOUTHWEST OF
 FD0212'A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE TRACK AND SET
 FD0212'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1528 ***********************************************************************
 GC1528  DESIGNATION -  KAY
 GC1528  PID         -  GC1528
 GC1528  STATE/COUNTY-  TN/CHEATHAM
 GC1528  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1528
 GC1528                         *CURRENT SURVEY CONTROL
 GC1528  ___________________________________________________________________
 GC1528* NAD 83(1995)-  36 24 57.50698(N)    087 03 20.89214(W)     ADJUSTED  
 GC1528* NAVD 88     -       230.702  (meters)     756.89   (feet)  ADJUSTED  
 GC1528  ___________________________________________________________________
 GC1528  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC1528  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1528  DYNAMIC HT  -         230.509 (meters)     756.26  (feet)  COMP
 GC1528  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1528
 GC1528  HORZ ORDER  -  SECOND
 GC1528  VERT ORDER  -  SECOND    CLASS 0
 GC1528
 GC1528.The horizontal coordinates were established by classical geodetic methods
 GC1528.and adjusted by the National Geodetic Survey in April 1999..
 GC1528
 GC1528.The orthometric height was determined by differential leveling
 GC1528.and adjusted by the National Geodetic Survey in June 1991..
 GC1528
 GC1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1528
 GC1528.The geoid height was determined by GEOID03.
 GC1528
 GC1528.The dynamic height is computed by dividing the NAVD 88
 GC1528.geopotential number by the normal gravity value computed on the
 GC1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1528.degrees latitude (g = 980.6199 gals.).
 GC1528
 GC1528.The modeled gravity was interpolated from observed gravity values.
 GC1528
 GC1528;                    North         East     Units Scale Factor Converg.
 GC1528;SPC TN       -   231,582.596   505,309.162   MT  0.99999988   -0 37 05.2
 GC1528;SPC TN       -   759,783.90  1,657,835.14   sFT  0.99999988   -0 37 05.2
 GC1528;UTM  16      - 4,030,089.120   494,997.120   MT  0.99960031   -0 01 59.3
 GC1528
 GC1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1528!SPC TN       -   0.99996841  x   0.99999988  =   0.99996829
 GC1528!UTM  16      -   0.99996841  x   0.99960031  =   0.99956873
 GC1528
 GC1528|---------------------------------------------------------------------|
 GC1528| PID    Reference Object                     Distance      Geod. Az  |
 GC1528|                                                           dddmmss.s |
 GC1528| GC1529 KAY RM 1                             23.567 METERS 13428     |
 GC1528| GC1527 KAY RM 2                             22.536 METERS 30116     |
 GC1528| GC1526 KAY AZ MK                                          3103046.0 |
 GC1528|---------------------------------------------------------------------|
 GC1528
 GC1528                          SUPERSEDED SURVEY CONTROL
 GC1528
 GC1528  NAD 83(1995)-  36 24 57.50811(N)    087 03 20.89397(W) AD(       ) 2
 GC1528  NAD 83(1995)-  36 24 57.51090(N)    087 03 20.89574(W) AD(       ) 2
 GC1528  NAD 83(1986)-  36 24 57.51645(N)    087 03 20.89556(W) AD(       ) 2
 GC1528  NAD 27      -  36 24 57.33884(N)    087 03 20.88610(W) AD(       ) 2
 GC1528  NGVD 29 (??/??/92)  230.761  (m)          757.09   (f) ADJ UNCH    2 0
 GC1528
 GC1528.Superseded values are not recommended for survey control.
 GC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1528.See file dsdata.txt to determine how the superseded data were derived.
 GC1528
 GC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9499730089(NAD 83)
 GC1528_MARKER: DD = SURVEY DISK
 GC1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1528_STAMPING: KAY 1965
 GC1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1528+STABILITY: SURFACE MOTION
 GC1528
 GC1528  HISTORY     - Date     Condition        Report By
 GC1528  HISTORY     - 1965     MONUMENTED       TNHD
 GC1528  HISTORY     - 1971     GOOD             NGS
 GC1528  HISTORY     - 1971     GOOD             NGS
 GC1528
 GC1528                          STATION DESCRIPTION
 GC1528
 GC1528'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC1528'THE STATION IS LOCATED ABOUT MIDWAY BETWEEN NASHVILLE AND
 GC1528'CLARKSVILLE, AND ABOUT 2 MILES NORTHWEST OF PLEASANT VIEW.
 GC1528'
 GC1528'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1528'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1528'41A FOR 1.9 MILES TO THE STATION ON THE LEFT JUST BEFORE REACHING A
 GC1528'SMALL HOUSE.
 GC1528'
 GC1528'THE STATION IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC1528'HIGHWAY 41A AND 4.1 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GC1528'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENEESSEE HIGHWAY
 GC1528'DEPARTMENT DISKS AND ARE STAMPED KAY 1965.  THE UNDERGROUND MARK
 GC1528'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN THE
 GC1528'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1528'
 GC1528'REFERENCE MARK NO. 1 IS 79 FEET NORTHWEST OF TELEPHONE POLE NO. 29
 GC1528'AND 34 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1528'41A.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1528'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC1528'IS STAMPED KAY RM-1 1965.
 GC1528'
 GC1528'REFERENCE MARK NO. 2 IS 37 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1528'OF U.S. HIGHWAY 41A.  THE MARK IS A STANDARD TENNESSEE
 GC1528'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1528'CONCRETE MONUMENT AND THE DISK IS STAMPED KAY RM-2 1965.
 GC1528'
 GC1528'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC1528'U.S. HIGHWAY 41A, 11 FEET SOUTH OF POWER POLE NO.  A194, 3.1 FEET
 GC1528'WEST OF A METAL WITNESS POST AND SIGN AND 2 FEET SOUTHWEST OF A WIRE
 GC1528'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1528'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC1528'AND THE DISK IS STAMPED KAY AZI 1965.
 GC1528'
 GC1528'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 GC1528'U.S. HIGHWAY 41A FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC1528'
 GC1528'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC1528'
 GC1528'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC1528
 GC1528                          STATION RECOVERY (1971)
 GC1528
 GC1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1528'1.9 MI NW FROM PLEASANT VIEW.
 GC1528'THIS MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  ABOUT 1.9
 GC1528'MILES NORTHWEST ALONG U.S. HIGHWAY 41A FROM ITS JUNCTION WITH
 GC1528'STATE ROUTE 49 IN PLEASANT VIEW, AND AT THE KAY 1965 TRAVERSE
 GC1528'STATION SITE, 77.32 FEET NORTHWEST OF KAY RM-1 (THD), 75 FEET
 GC1528'SOUTHWEST AND ACROSS U.S. HIGHWAY 41A FROM A POWERLINE POLE,
 GC1528'73.94 FEET EAST-SOUTHEAST OF KAY RM-2 (THD), 73 FEET SOUTHEAST
 GC1528'OF A TELEPHONE CABLE RISER BOX, 36 FEET SOUTHWEST OF THE
 GC1528'APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND 8.5 FEET NORTHEAST
 GC1528'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GC1528'HIGHWAY DEPARTMENT STATION MARK DISK SET IN THE TOP OF A 12-INCH,
 GC1528'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KAY 1965.
 GC1528
 GC1528                          STATION RECOVERY (1971)
 GC1528
 GC1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC1528'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION.
 GC1528'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 GC1528'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN CHECKING THE
 GC1528'ANGLES OBSERVED THIS DATE AGAINST THE 1965 OBSERVED VALUES A
 GC1528'DISCREPANCY OF -01 MIN 55.4 SEC WAS NOTED FOR REFERENCE MARK NO. 2.
 GC1528'IT SHOULD BE NOTED THAT THE DISK FOR REFERENCE MARK NO. 2 HAS BEEN
 GC1528'MUTILATED, BUT IS FIRM IN THE GROUND, THE DAMAGE EVIDENTLY DONE BY
 GC1528'TELEPHONE COMPANY EQUIPMENT WHILE LAYING UNDERGROUND CABLE.
 GC1528'VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND THE REFERENCE
 GC1528'MKS AND SLOPE MEASUREMENTS MADE.  WHEN REDUCED TO HORIZONTAL A
 GC1528'DISCREPANCY OF PLUS 0.10 FT WAS NOTED FOR REFERENCE MARK NO. 1.
 GC1528'
 GC1528'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1528'
 GC1528'THE STATION IS LOCATED ALONG THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 GC1528'HIGHWAY 41A ABOUT 1.9 MILES NORTHWEST OF PLEASANT VIEW.
 GC1528'
 GC1528'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1528'STATE ROUTE 49 IN PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1528'41A FOR 1.9 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC1528'
 GC1528'THE STATION IS 75 FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 41A FROM A
 GC1528'POWERLINE POLE, 73 FEET SOUTHEAST OF A TELEPHONE CABLE RISER BOX,
 GC1528'36 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND
 GC1528'8.5 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1528'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1528'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1528'KAY 1965.
 GC1528'
 GC1528'REFERENCE MARK NO. 1 IS 79 FEET NORTHWEST OF UTILITY POLE NO. 29, 34
 GC1528'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 41A, AND
 GC1528'0.8 OF A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1528'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1528'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1528'STAMPED KAY RM-1 1965.
 GC1528'
 GC1528'REFERENCE MARK NO. 2 IS 36 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1528'OF U.S. HIGHWAY 41A, 50 FEET EAST OF A MULTI-TRUNKED SWEET GUM TREE,
 GC1528'1.3 FEET SOUTHWEST OF A TELEPHONE CABLE RISER BOX, AND 0.8 OF A FOOT
 GC1528'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC1528'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH,
 GC1528'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KAY RM-2
 GC1528'1965.
 GC1528'
 GC1528'NO EFFORT WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC1528'
 GC1528'THE AZIMUTH MARK IS ABOUT 0.45 OF A MILE NORTHWEST OF THE STATION
 GC1528'ALONG THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 41A, 128 FEET
 GC1528'NORTHWEST OF A T FENCE CORNER POST, 39 FEET NORTHEAST OF THE
 GC1528'APPROXIMATE CENTER OF U.S. HIGHWAY 41A, 11 FEET SOUTH OF UTILITY
 GC1528'POLE NO. A 194, 3.0 FEET WEST OF A METAL WITNESS POST AND SIGN, AND
 GC1528'2.5 FEET SOUTHWEST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1528'DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GC1528'MONUMENT AND THE DISK IS STAMPED KAY AZI 1965.
 GC1528'
 GC1528'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 GC1528'U.S. HIGHWAY 41A FOR 0.45 OF A MILE TO THE MARK ON THE RIGHT AS
 GC1528'DESCRIBED.
 GC1528'
 GC1528'NOTE- ALL MARKS AT THIS STATION WERE BENCH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1526 ***********************************************************************
 GC1526  DESIGNATION -  KAY AZ MK
 GC1526  PID         -  GC1526
 GC1526  STATE/COUNTY-  TN/CHEATHAM
 GC1526  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1526
 GC1526                         *CURRENT SURVEY CONTROL
 GC1526  ___________________________________________________________________
 GC1526* NAD 83(1986)-  36 25 11.     (N)    087 03 41.     (W)     SCALED    
 GC1526* NAVD 88     -       225.822  (meters)     740.88   (feet)  ADJUSTED  
 GC1526  ___________________________________________________________________
 GC1526  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1526  DYNAMIC HT  -         225.633 (meters)     740.26  (feet)  COMP
 GC1526  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GC1526
 GC1526  VERT ORDER  -  SECOND    CLASS 0
 GC1526
 GC1526.The horizontal coordinates were scaled from a topographic map and have
 GC1526.an estimated accuracy of +/- 6 seconds.
 GC1526
 GC1526.The orthometric height was determined by differential leveling
 GC1526.and adjusted by the National Geodetic Survey in June 1991..
 GC1526
 GC1526.The geoid height was determined by GEOID03.
 GC1526
 GC1526.The dynamic height is computed by dividing the NAVD 88
 GC1526.geopotential number by the normal gravity value computed on the
 GC1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1526.degrees latitude (g = 980.6199 gals.).
 GC1526
 GC1526.The modeled gravity was interpolated from observed gravity values.
 GC1526
 GC1526;                    North         East    Units  Estimated Accuracy
 GC1526;SPC TN       -   232,000.      504,810.      MT  (+/- 180 meters Scaled)
 GC1526
 GC1526                          SUPERSEDED SURVEY CONTROL
 GC1526
 GC1526  NGVD 29 (??/??/92)  225.881  (m)          741.08   (f) ADJ UNCH    2 0
 GC1526
 GC1526.Superseded values are not recommended for survey control.
 GC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1526.See file dsdata.txt to determine how the superseded data were derived.
 GC1526
 GC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF944305(NAD 83)
 GC1526_MARKER: DD = SURVEY DISK
 GC1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1526_STAMPING: KAY AZI 1965
 GC1526_MARK LOGO: TNHD  
 GC1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1526+STABILITY: SURFACE MOTION
 GC1526
 GC1526  HISTORY     - Date     Condition        Report By
 GC1526  HISTORY     - 1965     MONUMENTED       TNHD
 GC1526  HISTORY     - 1971     GOOD             NGS
 GC1526
 GC1526                          STATION DESCRIPTION
 GC1526
 GC1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1526'2.4 MI NW FROM PLEASANT VIEW.
 GC1526'THIS MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  ABOUT 2.35
 GC1526'MILES NORTHWEST ALONG U.S. HIGHWAY 41A FROM ITS JUNCTION WITH
 GC1526'STATE ROUTE 49 IN PLEASANT VIEW, ABOUT 0.45 OF A MILE NORTHWEST
 GC1526'OF TRAVERSE STATION KAY 1965 (THD), 128 FEET NORTH-NORTHWEST
 GC1526'OF A T FENCE CORNER POST, 39 FEET NORTHEAST OF THE APPROXIMATE
 GC1526'CENTER OF U.S. HIGHWAY 41A, 11 FEET SOUTH OF UTILITY POLE NO.
 GC1526'A 194, 3.0 FEET WEST OF A METAL WITNESS POST AND SIGN, AND 2.5
 GC1526'FEET SOUTHWEST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1526'DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GC1526'CONCRETE MONUMENT AND THE DISK IS STAMPED KAY AZI 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1529 ***********************************************************************
 GC1529  DESIGNATION -  KAY RM 1
 GC1529  PID         -  GC1529
 GC1529  STATE/COUNTY-  TN/CHEATHAM
 GC1529  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1529
 GC1529                         *CURRENT SURVEY CONTROL
 GC1529  ___________________________________________________________________
 GC1529* NAD 83(1986)-  36 24 56.     (N)    087 03 20.     (W)     SCALED    
 GC1529* NAVD 88     -       231.207  (meters)     758.55   (feet)  ADJUSTED  
 GC1529  ___________________________________________________________________
 GC1529  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1529  DYNAMIC HT  -         231.013 (meters)     757.92  (feet)  COMP
 GC1529  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1529
 GC1529  VERT ORDER  -  SECOND    CLASS 0
 GC1529
 GC1529.The horizontal coordinates were scaled from a topographic map and have
 GC1529.an estimated accuracy of +/- 6 seconds.
 GC1529
 GC1529.The orthometric height was determined by differential leveling
 GC1529.and adjusted by the National Geodetic Survey in June 1991..
 GC1529
 GC1529.The geoid height was determined by GEOID03.
 GC1529
 GC1529.The dynamic height is computed by dividing the NAVD 88
 GC1529.geopotential number by the normal gravity value computed on the
 GC1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1529.degrees latitude (g = 980.6199 gals.).
 GC1529
 GC1529.The modeled gravity was interpolated from observed gravity values.
 GC1529
 GC1529;                    North         East    Units  Estimated Accuracy
 GC1529;SPC TN       -   231,540.      505,330.      MT  (+/- 180 meters Scaled)
 GC1529
 GC1529                          SUPERSEDED SURVEY CONTROL
 GC1529
 GC1529  NGVD 29 (??/??/92)  231.265  (m)          758.74   (f) ADJ UNCH    2 0
 GC1529
 GC1529.Superseded values are not recommended for survey control.
 GC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1529.See file dsdata.txt to determine how the superseded data were derived.
 GC1529
 GC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF950300(NAD 83)
 GC1529_MARKER: DD = SURVEY DISK
 GC1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1529_STAMPING: KAY RM-1 1965
 GC1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1529+STABILITY: SURFACE MOTION
 GC1529
 GC1529  HISTORY     - Date     Condition        Report By
 GC1529  HISTORY     - 1965     MONUMENTED       TNHD
 GC1529  HISTORY     - 1971     GOOD             NGS
 GC1529
 GC1529                          STATION DESCRIPTION
 GC1529
 GC1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1529'1.9 MI NW FROM PLEASANT VIEW.
 GC1529'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GC1529'THE KAY 1965 TRAVERSE STATION SITE, 79 FEET NORTHWEST OF UTILITY
 GC1529'POLE NO. 29, 77.32 FEET SOUTHEAST OF KAY (THD), 34 FEET SOUTHWEST
 GC1529'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND 0.8 OF A FOOT
 GC1529'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC1529'TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK DISK SET IN THE
 GC1529'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC1529'IS STAMPED KAY RM-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1527 ***********************************************************************
 GC1527  DESIGNATION -  KAY RM 2
 GC1527  PID         -  GC1527
 GC1527  STATE/COUNTY-  TN/CHEATHAM
 GC1527  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1527
 GC1527                         *CURRENT SURVEY CONTROL
 GC1527  ___________________________________________________________________
 GC1527* NAD 83(1986)-  36 24 56.     (N)    087 03 20.     (W)     SCALED    
 GC1527* NAVD 88     -       230.596  (meters)     756.55   (feet)  ADJUSTED  
 GC1527  ___________________________________________________________________
 GC1527  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1527  DYNAMIC HT  -         230.403 (meters)     755.91  (feet)  COMP
 GC1527  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1527
 GC1527  VERT ORDER  -  SECOND    CLASS 0
 GC1527
 GC1527.The horizontal coordinates were scaled from a topographic map and have
 GC1527.an estimated accuracy of +/- 6 seconds.
 GC1527
 GC1527.The orthometric height was determined by differential leveling
 GC1527.and adjusted by the National Geodetic Survey in June 1991..
 GC1527
 GC1527.The geoid height was determined by GEOID03.
 GC1527
 GC1527.The dynamic height is computed by dividing the NAVD 88
 GC1527.geopotential number by the normal gravity value computed on the
 GC1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1527.degrees latitude (g = 980.6199 gals.).
 GC1527
 GC1527.The modeled gravity was interpolated from observed gravity values.
 GC1527
 GC1527;                    North         East    Units  Estimated Accuracy
 GC1527;SPC TN       -   231,540.      505,330.      MT  (+/- 180 meters Scaled)
 GC1527
 GC1527                          SUPERSEDED SURVEY CONTROL
 GC1527
 GC1527  NGVD 29 (??/??/92)  230.654  (m)          756.74   (f) ADJ UNCH    2 0
 GC1527
 GC1527.Superseded values are not recommended for survey control.
 GC1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1527.See file dsdata.txt to determine how the superseded data were derived.
 GC1527
 GC1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF950300(NAD 83)
 GC1527_MARKER: DD = SURVEY DISK
 GC1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1527_STAMPING: KAY RM 2 1965
 GC1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1527+STABILITY: SURFACE MOTION
 GC1527
 GC1527  HISTORY     - Date     Condition        Report By
 GC1527  HISTORY     - 1965     MONUMENTED       TNHD
 GC1527  HISTORY     - 1971     POOR             NGS
 GC1527
 GC1527                          STATION DESCRIPTION
 GC1527
 GC1527'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1527'2 MI NW FROM PLEASANT VIEW.
 GC1527'AT THE KAY 1965 STATION SITE, 37 FEET SOUTHWEST OF THE APPROXIMATE
 GC1527'CENTER OF U.S. HIGHWAY 41A.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1527'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1527'CONCRETE MONUMENT.
 GC1527
 GC1527                          STATION RECOVERY (1971)
 GC1527
 GC1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1527'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2516 ***********************************************************************
 FE2516  DESIGNATION -  KEELING
 FE2516  PID         -  FE2516
 FE2516  STATE/COUNTY-  TN/TIPTON
 FE2516  USGS QUAD   -  STANTON (1983)
 FE2516
 FE2516                         *CURRENT SURVEY CONTROL
 FE2516  ___________________________________________________________________
 FE2516* NAD 83(1995)-  35 26 18.24883(N)    089 28 23.75043(W)     ADJUSTED  
 FE2516* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2516  ___________________________________________________________________
 FE2516  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FE2516  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE2516
 FE2516  HORZ ORDER  -  THIRD
 FE2516
 FE2516.The horizontal coordinates were established by classical geodetic methods
 FE2516.and adjusted by the National Geodetic Survey in April 1999..
 FE2516
 FE2516.The orthometric height was scaled from a topographic map.
 FE2516
 FE2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2516
 FE2516.The geoid height was determined by GEOID03.
 FE2516
 FE2516;                    North         East     Units Scale Factor Converg.
 FE2516;SPC TN       -   128,202.242   284,707.467   MT  0.99997210   -2 02 00.2
 FE2516;SPC TN       -   420,610.19    934,077.75   sFT  0.99997210   -2 02 00.2
 FE2516;UTM  16      - 3,924,472.569   275,497.872   MT  1.00022116   -1 26 04.8
 FE2516
 FE2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2516!SPC TN       -   0.99998548  x   0.99997210  =   0.99995758
 FE2516!UTM  16      -   0.99998548  x   1.00022116  =   1.00020664
 FE2516
 FE2516:                Primary Azimuth Mark                     Grid Az
 FE2516:SPC TN       -  KEELING AZ MK                            118 02 41.9
 FE2516:UTM  16      -  KEELING AZ MK                            117 26 46.5
 FE2516
 FE2516|---------------------------------------------------------------------|
 FE2516| PID    Reference Object                     Distance      Geod. Az  |
 FE2516|                                                           dddmmss.s |
 FE2516| CG3625 KEELING AZ MK                                      1160041.7 |
 FE2516| CG3626 KEELING RM 1                         20.906 METERS 12554     |
 FE2516| CG3627 KEELING RM 2                         18.718 METERS 34901     |
 FE2516|---------------------------------------------------------------------|
 FE2516
 FE2516                          SUPERSEDED SURVEY CONTROL
 FE2516
 FE2516  NAD 83(1995)-  35 26 18.25515(N)    089 28 23.75161(W) AD(       ) 3
 FE2516  NAD 83(1986)-  35 26 18.26052(N)    089 28 23.75101(W) AD(       ) 3
 FE2516  NAD 27      -  35 26 17.96300(N)    089 28 23.48490(W) AD(       ) 3
 FE2516
 FE2516.Superseded values are not recommended for survey control.
 FE2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2516.See file dsdata.txt to determine how the superseded data were derived.
 FE2516
 FE2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7549824473(NAD 83)
 FE2516_MARKER: DS = TRIANGULATION STATION DISK
 FE2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2516
 FE2516  HISTORY     - Date     Condition        Report By
 FE2516  HISTORY     - 1958     MONUMENTED       CGS
 FE2516
 FE2516                          STATION DESCRIPTION
 FE2516
 FE2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2516'THE STATION IS ABOUT 4 MILES SOUTHWEST OF STANTON, 4 MILES
 FE2516'EAST-NORTHEAST OF MASON AND IS IN THE VILLAGE OF KEELING.  IT IS ON
 FE2516'PROPERTY OWNED BY MR. J.R. THOMPSON SR.  IT IS 114 FEET SOUTHEAST OF
 FE2516'THE SOUTHEAST CORNER OF A CONCRETE BLOCK CHURCH, 144 FEET NORTH
 FE2516'OF THE NORTHWEST CORNER OF KEELING BAPTIST CHURCH, 242 FEET NORTH OF
 FE2516'THE CENTERLINE OF U.S.  HIGHWAY 70 AND 79, 15 FEET SOUTHEAST OF
 FE2516'A 20 INCH HEDGE TREE AND 9 FEET SOUTHEAST OF A WHITE WITNESS POST.
 FE2516'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FE2516'KEELING 1958.
 FE2516'
 FE2516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 79 AND
 FE2516'STATE HIGHWAY 59, IN MASON, GO NORTHEAST ON U.S.  HIGHWAY 70-79 FOR
 FE2516'3.9 MILES TO THE VILLAGE OF KEELING AND THE KEELING BAPTIST CHURCH
 FE2516'AND THE STATION ON THE LEFT.
 FE2516'
 FE2516'TO REACH THE AZIMUTH MARK FROM THE KEELING BAPTIST CHURCH, GO SOUTH
 FE2516'ON THE GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED T- ROAD.  TURN LEFT
 FE2516'AND GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO A DIRT DRIVEWAY ON
 FE2516'THE LEFT.  TURN INTO THE DRIVEWAY AND GO NORTH AND EAST FOR 0.1 MILE
 FE2516'TO THE STATION ON THE RIGHT.
 FE2516'
 FE2516'REFERENCE MARK 1 IS 39 FEET SOUTHWEST OF A 30 INCH OAK TREE AND 45
 FE2516'FEET WEST OF A POWER LINE POLE.  THE MONUMENT PROJECTS 1 INCH
 FE2516'AND THE DISK IS STAMPED KEELING NO 1 1958.
 FE2516'
 FE2516'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE AND 50 FEET NORTH OF THE
 FE2516'20 INCH HEDGE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2516'KEELING NO 2 1958.
 FE2516'
 FE2516'THE AZIMUTH MARK IS ON THE PROPERTY OF JACK GREEN.  IT IS 14 FEET
 FE2516'SOUTHEAST OF THE CENTERLINE OF A DIRT DRIVEWAY, 2 FEET NORTH OF A
 FE2516'WHITE WITNESS POST AND 3 FEET NORTHEAST OF A 20 INCH HICKORY TREE.
 FE2516'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KEELING
 FE2516'1958.
 FE2516'
 FE2516'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1316 ***********************************************************************
 FC1316  DESIGNATION -  KELLY
 FC1316  PID         -  FC1316
 FC1316  STATE/COUNTY-  TN/MARION
 FC1316  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1316
 FC1316                         *CURRENT SURVEY CONTROL
 FC1316  ___________________________________________________________________
 FC1316* NAD 83(1995)-  35 06 01.98097(N)    085 44 09.87038(W)     ADJUSTED  
 FC1316* NAVD 88     -       201.781  (meters)     662.01   (feet)  ADJUSTED  
 FC1316  ___________________________________________________________________
 FC1316  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FC1316  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1316  DYNAMIC HT  -         201.586 (meters)     661.37  (feet)  COMP
 FC1316  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC1316
 FC1316  HORZ ORDER  -  SECOND
 FC1316  VERT ORDER  -  SECOND    CLASS 0
 FC1316
 FC1316.The horizontal coordinates were established by classical geodetic methods
 FC1316.and adjusted by the National Geodetic Survey in April 1999..
 FC1316
 FC1316.The orthometric height was determined by differential leveling
 FC1316.and adjusted by the National Geodetic Survey in June 1991..
 FC1316
 FC1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1316
 FC1316.The geoid height was determined by GEOID03.
 FC1316
 FC1316.The dynamic height is computed by dividing the NAVD 88
 FC1316.geopotential number by the normal gravity value computed on the
 FC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1316.degrees latitude (g = 980.6199 gals.).
 FC1316
 FC1316.The modeled gravity was interpolated from observed gravity values.
 FC1316
 FC1316;                    North         East     Units Scale Factor Converg.
 FC1316;SPC TN       -    85,156.235   624,064.397   MT  1.00002974   +0 09 16.2
 FC1316;SPC TN       -   279,383.41  2,047,451.28   sFT  1.00002974   +0 09 16.2
 FC1316;UTM  16      - 3,884,924.484   615,197.164   MT  0.99976355   +0 43 36.7
 FC1316
 FC1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1316!SPC TN       -   0.99997287  x   1.00002974  =   1.00000261
 FC1316!UTM  16      -   0.99997287  x   0.99976355  =   0.99973642
 FC1316
 FC1316|---------------------------------------------------------------------|
 FC1316| PID    Reference Object                     Distance      Geod. Az  |
 FC1316|                                                           dddmmss.s |
 FC1316| FC1317 KELLY RM 1                           32.574 METERS 08635     |
 FC1316| FC1315 KELLY RM 2                           20.092 METERS 17930     |
 FC1316| FC1314 KELLY AZ MK                                        1905739.2 |
 FC1316| FC1889 ELLIS                               APPROX. 1.7 KM 2261427.0 |
 FC1316|---------------------------------------------------------------------|
 FC1316
 FC1316                          SUPERSEDED SURVEY CONTROL
 FC1316
 FC1316  NAD 83(1995)-  35 06 01.98209(N)    085 44 09.87029(W) AD(       ) 2
 FC1316  NAD 83(1995)-  35 06 01.98218(N)    085 44 09.87175(W) AD(       ) 2
 FC1316  NAD 83(1995)-  35 06 01.98489(N)    085 44 09.86920(W) AD(       ) 2
 FC1316  NAD 83(1986)-  35 06 01.98535(N)    085 44 09.86900(W) AD(       ) 2
 FC1316  NAD 27      -  35 06 01.69490(N)    085 44 09.97350(W) AD(       ) 2
 FC1316  NGVD 29 (??/??/92)  201.782  (m)          662.01   (f) ADJ UNCH    2 0
 FC1316
 FC1316.Superseded values are not recommended for survey control.
 FC1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1316.See file dsdata.txt to determine how the superseded data were derived.
 FC1316
 FC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1519784924(NAD 83)
 FC1316_MARKER: DE = TRAVERSE STATION DISK
 FC1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1316_STAMPING: KELLY 1962
 FC1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1316+STABILITY: SURFACE MOTION
 FC1316
 FC1316  HISTORY     - Date     Condition        Report By
 FC1316  HISTORY     - 1962     MONUMENTED       CGS
 FC1316  HISTORY     - 1962     GOOD             CGS
 FC1316
 FC1316                          STATION DESCRIPTION
 FC1316
 FC1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1316'THE STATION IS LOCATED ON THE PROPERTY OF MR. GEORGE KELLY, ABOUT 6
 FC1316'1/2 MILES WEST OF JASPER, 6-1/2 MILES NORTH OF SOUTH PITTSBURG
 FC1316'AND AT THE SITE OF THE GILLIAM CEMETERY.
 FC1316'
 FC1316'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 41, 64 AND
 FC1316'72 ABOUT 2 MILES NORTH OF SOUTH PITTSBURG, GO NORTHWEST ON U.
 FC1316'S. HIGHWAY 41 AND 64 FOR 5.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 FC1316'CONTINUE ON U. S. HIGHWAY 41 AND 64 FOR 0.1 MILE TO A SIDE
 FC1316'ROAD ON THE RIGHT LEADING INTO THE GILLIAM CEMETERY JUST AFTER
 FC1316'PASSING GEORGE KELLYS STORE, TURN RIGHT AND GO ABOUT 35
 FC1316'YARDS TO A CROSSROAD AND THE STATION.
 FC1316'
 FC1316'THE STATION MARK IS 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FC1316'CONCRETE BLOCK GARAGE, 64 FEET SOUTHEAST OF THE APPROXIMATE
 FC1316'CENTER OF A GRAVELED CROSSROAD, 21 FEET EAST OF THE APPROXIMATE
 FC1316'CENTER OF A GRAVELED ROAD, 4 FEET SOUTHEAST OF THE
 FC1316'NORTHWEST FENCE CORNER POST, AND 3.5 FEET EAST OF A WOVEN WIRE FENCE,
 FC1316'AND 2.7 FEET EAST OF A METAL WITNESS POST, AND 2.5 FEET
 FC1316'SOUTH OF A WOVEN WIRE FENCE. IT IS A STANDARD TRAVERSE DISK SET IN A
 FC1316'SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY 1962.
 FC1316'
 FC1316'REFERENCE MARK NO. 1 IS 110 FEET EAST OF THE NORTHWEST FENCE CORNER
 FC1316'POST, 3 FEET SOUTH OF A WOVEN WIRE FENCE AND ABOUT 2 FEET
 FC1316'LOWER THAN THE STATION MARK. IT IS A STANDARD DISK SET IN A SQUARE
 FC1316'CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY NO 1 1962.
 FC1316'
 FC1316'REFERENCE MARK NO. 2 IS 39.1 FEET NORTHEAST OF THE NORTHEAST CORNER
 FC1316'OF A CONCRETE BLOCK GARAGE, 17 FEET EAST OF THE APPROXIMATE
 FC1316'CENTER OF A GRAVELED ROAD, 4 FEET NORTHWEST OF AN 18-INCH TREE AND 2
 FC1316'FEET EAST OF A WOVEN WIRE FENCE. IT IS A STANDARD DISK SET
 FC1316'IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY NO 2 1962.
 FC1316'
 FC1316'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC1316'128.4 FEET.
 FC1316'
 FC1316'THE AZIMUTH MARK IS 50 FEET SOUTH OF A BRACED TELEPHONE POLE, 44 FEET
 FC1316'EAST OF THE APPROXIMATE CENTER OF U. S.  HIGHWAY 41 AND 64,
 FC1316'4 FEET EAST OF A FENCE CORNER POST, 2.4 FEET EAST OF A METAL WITNESS
 FC1316'POST, AND 1 FOOT NORTH OF A WOVEN WIRE FENCE. IT IS A STANDARD
 FC1316'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY
 FC1316'1962.
 FC1316'
 FC1316'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FC1316
 FC1316                          STATION RECOVERY (1962)
 FC1316
 FC1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1316'5.6 MI NW FROM DIXIE LEE.
 FC1316'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1316'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1316'41-64 FOR 5.6 MILES TO THE MARK SET ON THE PROPERTY OF GEORGE
 FC1316'KELLY AND AT THE SOUTHWEST CORNER OF LARGEST ONE OF TWO SECTIONS
 FC1316'OF THE GILLIAM CEMETERY, 190 FEET EAST OF THE CENTER OF U.S.
 FC1316'HIGHWAYS 41-64, 106.7 FEET WEST OF REFERENCE MARK NO. 1, 97
 FC1316'FEET NORTHEAST OF THE NORTHEAST CORNER OF GEORGE KELLYS GARAGE,
 FC1316'65.8 FEET NORTH OF REFERENCE MARK NO. 2, 19 FEET EAST OF THE
 FC1316'CENTER OF A GRAVELED ROAD, AND 2.7 FEET EAST OF A METAL WITNESS
 FC1316'POST.  A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 FC1316'CONCRETE POST FLUSH, AND ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1314 ***********************************************************************
 FC1314  DESIGNATION -  KELLY AZ MK
 FC1314  PID         -  FC1314
 FC1314  STATE/COUNTY-  TN/MARION
 FC1314  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1314
 FC1314                         *CURRENT SURVEY CONTROL
 FC1314  ___________________________________________________________________
 FC1314* NAD 83(1986)-  35 05 56.     (N)    085 44 11.     (W)     SCALED    
 FC1314* NAVD 88     -       199.599  (meters)     654.85   (feet)  ADJUSTED  
 FC1314  ___________________________________________________________________
 FC1314  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1314  DYNAMIC HT  -         199.405 (meters)     654.21  (feet)  COMP
 FC1314  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC1314
 FC1314  VERT ORDER  -  SECOND    CLASS 0
 FC1314
 FC1314.The horizontal coordinates were scaled from a topographic map and have
 FC1314.an estimated accuracy of +/- 6 seconds.
 FC1314
 FC1314.The orthometric height was determined by differential leveling
 FC1314.and adjusted by the National Geodetic Survey in June 1991..
 FC1314
 FC1314.The geoid height was determined by GEOID03.
 FC1314
 FC1314.The dynamic height is computed by dividing the NAVD 88
 FC1314.geopotential number by the normal gravity value computed on the
 FC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1314.degrees latitude (g = 980.6199 gals.).
 FC1314
 FC1314.The modeled gravity was interpolated from observed gravity values.
 FC1314
 FC1314;                    North         East    Units  Estimated Accuracy
 FC1314;SPC TN       -    84,970.      624,040.      MT  (+/- 180 meters Scaled)
 FC1314
 FC1314                          SUPERSEDED SURVEY CONTROL
 FC1314
 FC1314  NGVD 29 (??/??/92)  199.600  (m)          654.85   (f) ADJ UNCH    2 0
 FC1314
 FC1314.Superseded values are not recommended for survey control.
 FC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1314.See file dsdata.txt to determine how the superseded data were derived.
 FC1314
 FC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD151847(NAD 83)
 FC1314_MARKER: DZ = AZIMUTH MARK DISK
 FC1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1314_STAMPING: KELLY 1962
 FC1314_MARK LOGO: CGS   
 FC1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1314+STABILITY: SURFACE MOTION
 FC1314
 FC1314  HISTORY     - Date     Condition        Report By
 FC1314  HISTORY     - 1962     MONUMENTED       CGS
 FC1314
 FC1314                          STATION DESCRIPTION
 FC1314
 FC1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1314'5.5 MI NW FROM DIXIE LEE.
 FC1314'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1314'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1314'41-64 FOR 5.5 MILES TO THE MARK SET AT A FENCE CORNER, 0.1
 FC1314'MILE SOUTH OF GEORGE KELLYS GAS AND OIL COMPANY, 50.9 FEET
 FC1314'SOUTH OF A TELEPHONE POLE, 44 FEET EAST OF THE CENTER OF U.S.
 FC1314'HIGHWAYS 41-64, 4.0 FEET EAST OF A FENCE CORNER AND 2.8 FEET
 FC1314'EAST OF A WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN
 FC1314'THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT 1 FOOT ABOVE
 FC1314'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1317 ***********************************************************************
 FC1317  DESIGNATION -  KELLY RM 1
 FC1317  PID         -  FC1317
 FC1317  STATE/COUNTY-  TN/MARION
 FC1317  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1317
 FC1317                         *CURRENT SURVEY CONTROL
 FC1317  ___________________________________________________________________
 FC1317* NAD 83(1986)-  35 06 01.     (N)    085 44 09.     (W)     SCALED    
 FC1317* NAVD 88     -       202.084  (meters)     663.00   (feet)  ADJUSTED  
 FC1317  ___________________________________________________________________
 FC1317  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1317  DYNAMIC HT  -         201.889 (meters)     662.36  (feet)  COMP
 FC1317  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC1317
 FC1317  VERT ORDER  -  SECOND    CLASS 0
 FC1317
 FC1317.The horizontal coordinates were scaled from a topographic map and have
 FC1317.an estimated accuracy of +/- 6 seconds.
 FC1317
 FC1317.The orthometric height was determined by differential leveling
 FC1317.and adjusted by the National Geodetic Survey in June 1991..
 FC1317
 FC1317.The geoid height was determined by GEOID03.
 FC1317
 FC1317.The dynamic height is computed by dividing the NAVD 88
 FC1317.geopotential number by the normal gravity value computed on the
 FC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1317.degrees latitude (g = 980.6199 gals.).
 FC1317
 FC1317.The modeled gravity was interpolated from observed gravity values.
 FC1317
 FC1317;                    North         East    Units  Estimated Accuracy
 FC1317;SPC TN       -    85,130.      624,090.      MT  (+/- 180 meters Scaled)
 FC1317
 FC1317                          SUPERSEDED SURVEY CONTROL
 FC1317
 FC1317  NGVD 29 (??/??/92)  202.085  (m)          663.01   (f) ADJ UNCH    2 0
 FC1317
 FC1317.Superseded values are not recommended for survey control.
 FC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1317.See file dsdata.txt to determine how the superseded data were derived.
 FC1317
 FC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152848(NAD 83)
 FC1317_MARKER: DR = REFERENCE MARK DISK
 FC1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1317_STAMPING: KELLY NO 1 1962
 FC1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1317+STABILITY: SURFACE MOTION
 FC1317
 FC1317  HISTORY     - Date     Condition        Report By
 FC1317  HISTORY     - 1962     MONUMENTED       CGS
 FC1317
 FC1317                          STATION DESCRIPTION
 FC1317
 FC1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1317'5.6 MI NW FROM DIXIE LEE.
 FC1317'AT THE KELLY STATION SITE, 110 FEET EAST OF THE NORTHWEST
 FC1317'FENCE CORNER POST, 106.87 FEET EAST OF THE STATION, 3 FEET
 FC1317'SOUTH OF A WOVEN WIRE FENCE AND ABOUT 2 FEET LOWER THAN THE
 FC1317'STATION MARK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC1317'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1315 ***********************************************************************
 FC1315  DESIGNATION -  KELLY RM 2
 FC1315  PID         -  FC1315
 FC1315  STATE/COUNTY-  TN/MARION
 FC1315  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1315
 FC1315                         *CURRENT SURVEY CONTROL
 FC1315  ___________________________________________________________________
 FC1315* NAD 83(1986)-  35 06 01.     (N)    085 44 09.     (W)     SCALED    
 FC1315* NAVD 88     -       201.682  (meters)     661.68   (feet)  ADJUSTED  
 FC1315  ___________________________________________________________________
 FC1315  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1315  DYNAMIC HT  -         201.487 (meters)     661.05  (feet)  COMP
 FC1315  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC1315
 FC1315  VERT ORDER  -  SECOND    CLASS 0
 FC1315
 FC1315.The horizontal coordinates were scaled from a topographic map and have
 FC1315.an estimated accuracy of +/- 6 seconds.
 FC1315
 FC1315.The orthometric height was determined by differential leveling
 FC1315.and adjusted by the National Geodetic Survey in June 1991..
 FC1315
 FC1315.The geoid height was determined by GEOID03.
 FC1315
 FC1315.The dynamic height is computed by dividing the NAVD 88
 FC1315.geopotential number by the normal gravity value computed on the
 FC1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1315.degrees latitude (g = 980.6199 gals.).
 FC1315
 FC1315.The modeled gravity was interpolated from observed gravity values.
 FC1315
 FC1315;                    North         East    Units  Estimated Accuracy
 FC1315;SPC TN       -    85,130.      624,090.      MT  (+/- 180 meters Scaled)
 FC1315
 FC1315                          SUPERSEDED SURVEY CONTROL
 FC1315
 FC1315  NGVD 29 (??/??/92)  201.683  (m)          661.69   (f) ADJ UNCH    2 0
 FC1315
 FC1315.Superseded values are not recommended for survey control.
 FC1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1315.See file dsdata.txt to determine how the superseded data were derived.
 FC1315
 FC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152848(NAD 83)
 FC1315_MARKER: DR = REFERENCE MARK DISK
 FC1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1315_STAMPING: KELLY NO 2 1962
 FC1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1315+STABILITY: SURFACE MOTION
 FC1315
 FC1315  HISTORY     - Date     Condition        Report By
 FC1315  HISTORY     - 1962     MONUMENTED       CGS
 FC1315
 FC1315                          STATION DESCRIPTION
 FC1315
 FC1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1315'5.6 MI NW FROM DIXIE LEE.
 FC1315'AT THE KELLY STATION SITE, 65.8 FEET SOUTH OF THE STATION,
 FC1315'39.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 FC1315'GARAGE, 17 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1315'ROAD, 4 FEET NORTHWEST OF AN 18-INCH TREE AND 2 FEET EAST OF
 FC1315'A WOVEN WIRE FENCE.  A STANDARD REFERENCE MARK DISK SET IN THE
 FC1315'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1
 FC1315'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2111 ***********************************************************************
 FB2111  DESIGNATION -  KENSI
 FB2111  PID         -  FB2111
 FB2111  STATE/COUNTY-  TN/KNOX
 FB2111  USGS QUAD   -  KNOXVILLE (1978)
 FB2111
 FB2111                         *CURRENT SURVEY CONTROL
 FB2111  ___________________________________________________________________
 FB2111* NAD 83(1995)-  35 59 59.13259(N)    083 57 50.69672(W)     ADJUSTED  
 FB2111* NAVD 88     -       309.544  (meters)    1015.56   (feet)  ADJUSTED  
 FB2111  ___________________________________________________________________
 FB2111  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FB2111  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2111  DYNAMIC HT  -         309.256 (meters)    1014.62  (feet)  COMP
 FB2111  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2111
 FB2111  HORZ ORDER  -  SECOND
 FB2111  VERT ORDER  -  SECOND    CLASS 0
 FB2111
 FB2111.The horizontal coordinates were established by classical geodetic methods
 FB2111.and adjusted by the National Geodetic Survey in April 1999..
 FB2111
 FB2111.The orthometric height was determined by differential leveling
 FB2111.and adjusted by the National Geodetic Survey in June 1991..
 FB2111
 FB2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2111
 FB2111.The geoid height was determined by GEOID03.
 FB2111
 FB2111.The dynamic height is computed by dividing the NAVD 88
 FB2111.geopotential number by the normal gravity value computed on the
 FB2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2111.degrees latitude (g = 980.6199 gals.).
 FB2111
 FB2111.The modeled gravity was interpolated from observed gravity values.
 FB2111
 FB2111;                    North         East     Units Scale Factor Converg.
 FB2111;SPC TN       -   186,797.889   783,544.449   MT  0.99995257   +1 11 30.9
 FB2111;SPC TN       -   612,852.74  2,570,678.75   sFT  0.99995257   +1 11 30.9
 FB2111;UTM  17      - 3,987,986.063   232,816.348   MT  1.00047972   -1 44 35.8
 FB2111;UTM  16      - 3,988,185.588   773,660.768   MT  1.00052289   +1 47 08.0
 FB2111
 FB2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2111!SPC TN       -   0.99995624  x   0.99995257  =   0.99990881
 FB2111!UTM  17      -   0.99995624  x   1.00047972  =   1.00043594
 FB2111!UTM  16      -   0.99995624  x   1.00052289  =   1.00047911
 FB2111
 FB2111:                Primary Azimuth Mark                     Grid Az
 FB2111:SPC TN       -  RADIO                                    169 46 51.4
 FB2111:UTM  17      -  RADIO                                    172 42 58.1
 FB2111:UTM  16      -  RADIO                                    169 11 14.3
 FB2111
 FB2111|---------------------------------------------------------------------|
 FB2111| PID    Reference Object                     Distance      Geod. Az  |
 FB2111|                                                           dddmmss.s |
 FB2111| FB2666 RADIO                               APPROX. 1.0 KM 1705822.3 |
 FB2111| FB2140 KENSI RM 1                           14.305 METERS 26231     |
 FB2111| FB2110 KENSI RM 2                           18.611 METERS 34844     |
 FB2111|---------------------------------------------------------------------|
 FB2111
 FB2111                          SUPERSEDED SURVEY CONTROL
 FB2111
 FB2111  NAD 83(1995)-  35 59 59.14043(N)    083 57 50.69508(W) AD(       ) 2
 FB2111  NAD 83(1986)-  35 59 59.14607(N)    083 57 50.69317(W) AD(       ) 2
 FB2111  NAD 27      -  35 59 58.85060(N)    083 57 51.02490(W) AD(       ) 2
 FB2111  NGVD 29 (??/??/92)  309.674  (m)         1015.99   (f) ADJ UNCH    2 0
 FB2111
 FB2111.Superseded values are not recommended for survey control.
 FB2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2111.See file dsdata.txt to determine how the superseded data were derived.
 FB2111
 FB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3281687986(NAD 83)
 FB2111_MARKER: DE = TRAVERSE STATION DISK
 FB2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2111_STAMPING: KENSI 1960
 FB2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2111+STABILITY: SURFACE MOTION
 FB2111
 FB2111  HISTORY     - Date     Condition        Report By
 FB2111  HISTORY     - 1960     MONUMENTED       CGS
 FB2111  HISTORY     - 1961     GOOD             NGS
 FB2111  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2111
 FB2111                          STATION DESCRIPTION
 FB2111
 FB2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2111'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB2111'AND AT THE INTERSECTION OF U.S. HIGHWAY 25W AND KENSI DRIVE.
 FB2111'
 FB2111'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 FB2111'HIGHWAY 25W AND MERCHANTS DRIVE IN NORWOOD, GO SOUTHEAST ON
 FB2111'U.S. HIGHWAY 25W FOR 1.05 MILE TO KENSI DRIVE ON THE LEFT AND THE
 FB2111'STATION IN THE SOUTHEAST ANGLE.
 FB2111'
 FB2111'THE STATION MARK IS 85 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 FB2111'25W, 10 FEET EAST OF THE CENTER OF KENSI DRIVE, 5 FEET NORTHWEST
 FB2111'OF A SIGN TRADER BILL SUPPER CLUB, AND 3.2 FEET SOUTHEAST OF A
 FB2111'WITNESS SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN A CONCRETE
 FB2111'POST, SET FLUSH, AND IS STAMPED KENSI 1960.
 FB2111'
 FB2111'REFERENCE MARK NO. 1 IS 84 FEET NORTHEAST OF THE CENTER OF U.S.
 FB2111'HIGHWAY 25W, AND 9 FEET NORTHWEST OF THE CENTER OF KENSI DRIVE.
 FB2111'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST END
 FB2111'OF A CONCRETE CULVERT, AND IS STAMPED KENSI NO 1 1960.
 FB2111'
 FB2111'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE CENTER OF KENSI
 FB2111'DRIVE, AND 1 FOOT SOUTHWEST OF A BOARD FENCE.  IT IS A STANDARD DISK
 FB2111'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED KENSI NO 2 1960.
 FB2111'
 FB2111'TRAVERSE STATION RADIO WILL SERVE AS THE AZIMUTH MARK.  SEE
 FB2111'DESCRIPTION THEREOF.
 FB2111'
 FB2111'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FB2111
 FB2111                          STATION RECOVERY (1961)
 FB2111
 FB2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2111'IN KNOXVILLE.
 FB2111'THIS STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY
 FB2111'25W AND KENSI DRIVE IN NORTHWEST KNOXVILLE.  THE STATION MARK
 FB2111'IS 85 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W, 10 FT.
 FB2111'EAST OF THE CENTER OF KENSI DRIVE, 5 FT. NORTHWEST OF A SIGN
 FB2111'TRADER BILL SUPPER CLUB, AND 3.2 FT. SOUTHEAST OF A WITNESS
 FB2111'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB2111'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS
 FB2111'STATION IS 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 25W FROM
 FB2111'HEISKELL 1960.
 FB2111
 FB2111                          STATION RECOVERY (1982)
 FB2111
 FB2111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2140 ***********************************************************************
 FB2140  DESIGNATION -  KENSI RM 1
 FB2140  PID         -  FB2140
 FB2140  STATE/COUNTY-  TN/KNOX
 FB2140  USGS QUAD   -  KNOXVILLE (1978)
 FB2140
 FB2140                         *CURRENT SURVEY CONTROL
 FB2140  ___________________________________________________________________
 FB2140* NAD 83(1986)-  35 59 58.     (N)    083 57 51.     (W)     SCALED    
 FB2140* NAVD 88     -       309.861  (meters)    1016.60   (feet)  ADJUSTED  
 FB2140  ___________________________________________________________________
 FB2140  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2140  DYNAMIC HT  -         309.572 (meters)    1015.65  (feet)  COMP
 FB2140  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2140
 FB2140  VERT ORDER  -  SECOND    CLASS 0
 FB2140
 FB2140.The horizontal coordinates were scaled from a topographic map and have
 FB2140.an estimated accuracy of +/- 6 seconds.
 FB2140
 FB2140.The orthometric height was determined by differential leveling
 FB2140.and adjusted by the National Geodetic Survey in June 1991..
 FB2140
 FB2140.The geoid height was determined by GEOID03.
 FB2140
 FB2140.The dynamic height is computed by dividing the NAVD 88
 FB2140.geopotential number by the normal gravity value computed on the
 FB2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2140.degrees latitude (g = 980.6199 gals.).
 FB2140
 FB2140.The modeled gravity was interpolated from observed gravity values.
 FB2140
 FB2140;                    North         East    Units  Estimated Accuracy
 FB2140;SPC TN       -   186,760.      783,540.      MT  (+/- 180 meters Scaled)
 FB2140
 FB2140                          SUPERSEDED SURVEY CONTROL
 FB2140
 FB2140  NGVD 29 (??/??/92)  309.990  (m)         1017.03   (f) ADJ UNCH    2 0
 FB2140
 FB2140.Superseded values are not recommended for survey control.
 FB2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2140.See file dsdata.txt to determine how the superseded data were derived.
 FB2140
 FB2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV328879(NAD 83)
 FB2140_MARKER: DR = REFERENCE MARK DISK
 FB2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2140_SP_SET: CULVERT
 FB2140_STAMPING: KENSI NO 1 1960
 FB2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2140
 FB2140  HISTORY     - Date     Condition        Report By
 FB2140  HISTORY     - 1960     MONUMENTED       CGS
 FB2140  HISTORY     - 1961     GOOD             NGS
 FB2140  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2140
 FB2140                          STATION DESCRIPTION
 FB2140
 FB2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2140'IN KNOXVILLE.
 FB2140'THIS MARK IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 25W
 FB2140'AND KENSI DRIVE IN NORTHWEST KNOXVILLE, 47 FT. WEST OF THE
 FB2140'STATION MARK, 84 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W
 FB2140'AND 9 FT. NORTHWEST OF THE CENTER OF KENSI DRIVE.  THE DISK
 FB2140'IS CEMENTED IN A DRILL HOLE IN TOP OF THE CENTER OF THE NORTHWEST
 FB2140'HEADWALL OF A CONCRETE CULVERT UNDER KENSI DRIVE, AND IS ABOUT
 FB2140'LEVEL WITH THE ROAD.
 FB2140
 FB2140                          STATION RECOVERY (1982)
 FB2140
 FB2140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2110 ***********************************************************************
 FB2110  DESIGNATION -  KENSI RM 2
 FB2110  PID         -  FB2110
 FB2110  STATE/COUNTY-  TN/KNOX
 FB2110  USGS QUAD   -  KNOXVILLE (1978)
 FB2110
 FB2110                         *CURRENT SURVEY CONTROL
 FB2110  ___________________________________________________________________
 FB2110* NAD 83(1986)-  35 59 58.     (N)    083 57 51.     (W)     SCALED    
 FB2110* NAVD 88     -       311.252  (meters)    1021.17   (feet)  ADJUSTED  
 FB2110  ___________________________________________________________________
 FB2110  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2110  DYNAMIC HT  -         310.962 (meters)    1020.21  (feet)  COMP
 FB2110  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2110
 FB2110  VERT ORDER  -  SECOND    CLASS 0
 FB2110
 FB2110.The horizontal coordinates were scaled from a topographic map and have
 FB2110.an estimated accuracy of +/- 6 seconds.
 FB2110
 FB2110.The orthometric height was determined by differential leveling
 FB2110.and adjusted by the National Geodetic Survey in June 1991..
 FB2110
 FB2110.The geoid height was determined by GEOID03.
 FB2110
 FB2110.The dynamic height is computed by dividing the NAVD 88
 FB2110.geopotential number by the normal gravity value computed on the
 FB2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2110.degrees latitude (g = 980.6199 gals.).
 FB2110
 FB2110.The modeled gravity was interpolated from observed gravity values.
 FB2110
 FB2110;                    North         East    Units  Estimated Accuracy
 FB2110;SPC TN       -   186,760.      783,540.      MT  (+/- 180 meters Scaled)
 FB2110
 FB2110                          SUPERSEDED SURVEY CONTROL
 FB2110
 FB2110  NGVD 29 (??/??/92)  311.382  (m)         1021.59   (f) ADJ UNCH    2 0
 FB2110
 FB2110.Superseded values are not recommended for survey control.
 FB2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2110.See file dsdata.txt to determine how the superseded data were derived.
 FB2110
 FB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV328879(NAD 83)
 FB2110_MARKER: DR = REFERENCE MARK DISK
 FB2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2110_STAMPING: KENSI NO 2 1960
 FB2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2110+STABILITY: SURFACE MOTION
 FB2110
 FB2110  HISTORY     - Date     Condition        Report By
 FB2110  HISTORY     - 1960     MONUMENTED       CGS
 FB2110  HISTORY     - 1961     GOOD             NGS
 FB2110  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2110
 FB2110                          STATION DESCRIPTION
 FB2110
 FB2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2110'IN KNOXVILLE.
 FB2110'THIS MARK IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 25W
 FB2110'AND KENSI DRIVE IN NORTHWEST KNOXVILLE, 61 FT. NORTH OF THE
 FB2110'STATION MARK, 32 FT. NORTHWEST OF THE CENTER OF KENSI DRIVE AND
 FB2110'1 FT. SOUTHWEST OF A BOARD FENCE.  THE DISK IS SET IN TOP OF
 FB2110'A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 4 FT. ABOVE THE
 FB2110'LEVEL OF KENSI DRIVE.
 FB2110
 FB2110                          STATION RECOVERY (1982)
 FB2110
 FB2110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0183 ***********************************************************************
 FC0183  DESIGNATION -  KENT
 FC0183  PID         -  FC0183
 FC0183  STATE/COUNTY-  TN/ROANE
 FC0183  USGS QUAD   -  ELVERTON (1990)
 FC0183
 FC0183                         *CURRENT SURVEY CONTROL
 FC0183  ___________________________________________________________________
 FC0183* NAD 83(1995)-  35 52 30.81067(N)    084 29 56.09807(W)     ADJUSTED  
 FC0183* NAVD 88     -       318.496  (meters)    1044.93   (feet)  ADJUSTED  
 FC0183  ___________________________________________________________________
 FC0183  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 FC0183  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0183  DYNAMIC HT  -         318.203 (meters)    1043.97  (feet)  COMP
 FC0183  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0183
 FC0183  HORZ ORDER  -  SECOND
 FC0183  VERT ORDER  -  SECOND    CLASS 0
 FC0183
 FC0183.The horizontal coordinates were established by classical geodetic methods
 FC0183.and adjusted by the National Geodetic Survey in April 1999..
 FC0183
 FC0183.The orthometric height was determined by differential leveling
 FC0183.and adjusted by the National Geodetic Survey in June 1991..
 FC0183
 FC0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0183
 FC0183.The geoid height was determined by GEOID03.
 FC0183
 FC0183.The dynamic height is computed by dividing the NAVD 88
 FC0183.geopotential number by the normal gravity value computed on the
 FC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0183.degrees latitude (g = 980.6199 gals.).
 FC0183
 FC0183.The modeled gravity was interpolated from observed gravity values.
 FC0183
 FC0183;                    North         East     Units Scale Factor Converg.
 FC0183;SPC TN       -   172,110.884   735,543.863   MT  0.99994866   +0 52 43.7
 FC0183;SPC TN       -   564,667.13  2,413,196.82   sFT  0.99994866   +0 52 43.7
 FC0183;UTM  16      - 3,972,998.348   725,793.947   MT  1.00022826   +1 27 58.7
 FC0183
 FC0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0183!SPC TN       -   0.99995478  x   0.99994866  =   0.99990344
 FC0183!UTM  16      -   0.99995478  x   1.00022826  =   1.00018303
 FC0183
 FC0183|---------------------------------------------------------------------|
 FC0183| PID    Reference Object                     Distance      Geod. Az  |
 FC0183|                                                           dddmmss.s |
 FC0183| FC0182 KENT RM 1                            15.727 METERS 12355     |
 FC0183| CZ4259 D 233                                              3061855.5 |
 FC0183| FC0184 KENT RM 2                            17.989 METERS 33021     |
 FC0183|---------------------------------------------------------------------|
 FC0183
 FC0183                          SUPERSEDED SURVEY CONTROL
 FC0183
 FC0183  NAD 83(1995)-  35 52 30.82034(N)    084 29 56.09763(W) AD(       ) 2
 FC0183  NAD 83(1986)-  35 52 30.82595(N)    084 29 56.09566(W) AD(       ) 2
 FC0183  NAD 27      -  35 52 30.55120(N)    084 29 56.35300(W) AD(       ) 2
 FC0183  NGVD 29 (??/??/92)  318.608  (m)         1045.30   (f) ADJ UNCH    2 0
 FC0183
 FC0183.Superseded values are not recommended for survey control.
 FC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0183.See file dsdata.txt to determine how the superseded data were derived.
 FC0183
 FC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2579472998(NAD 83)
 FC0183_MARKER: DE = TRAVERSE STATION DISK
 FC0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0183_STAMPING: KENT 1960
 FC0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0183+STABILITY: SURFACE MOTION
 FC0183
 FC0183  HISTORY     - Date     Condition        Report By
 FC0183  HISTORY     - 1960     MONUMENTED       CGS
 FC0183  HISTORY     - 1960     GOOD             CGS
 FC0183  HISTORY     - 1981     GOOD             LOCENG
 FC0183
 FC0183                          STATION DESCRIPTION
 FC0183
 FC0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0183'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE KINGSTON STEAM
 FC0183'PLANT AND ABOUT 2 MILES NORTHEAST OF KINGSTON.
 FC0183'
 FC0183'TO REACH THE STATION FROM THE EAST END OF THE WATTS BAR LAKE BRIDGE,
 FC0183'GO EAST ON INTERSTATE HIGHWAY 40 FOR 0.85 MILE TO THE
 FC0183'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR 0.65 MILE TO THE STATION
 FC0183'ON THE LEFT.
 FC0183'
 FC0183'THE STATION IS 12 FEET NORTHEAST OF A CUT, 12 FEET SOUTHWEST OF A
 FC0183'FENCE LINE AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A
 FC0183'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH,
 FC0183'AND IS STAMPED KENT 1960.
 FC0183'
 FC0183'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCE LINE.  IT IS A
 FC0183'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FC0183'STAMPED KENT NO 1 1960.
 FC0183'
 FC0183'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF A FENCE LINE.  IT IS A
 FC0183'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FC0183'STAMPED KENT NO 2 1960.
 FC0183'
 FC0183'THE AZIMUTH MARK IS IN THE EAST END OF THE BRIDGE ON THE SOUTH LANE
 FC0183'OF INTERSTATE HIGHWAY 40. IT IS A STANDARD BENCH MARK SET
 FC0183'IN A DRILL HOLE IN THE EAST ABUTMENT OF THE SOUTH BRIDGE AND IS
 FC0183'STAMPED D 233 1960.
 FC0183'
 FC0183'HEIGHT OF LIGHT ABOVE STATION MARK 22.48 METERS.
 FC0183
 FC0183                          STATION RECOVERY (1960)
 FC0183
 FC0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0183'1.5 MI SE FROM KINGSTON.
 FC0183'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0183'ST. FOR 0.8 MILE, THEN 0.7 MILE SOUTHEAST ON INTERSTATE HIGHWAY
 FC0183'40 TO THE CREST OF A LARGE HILL.  THE STATION MARK IS LOCATED
 FC0183'AT THE TOP OF A CUT ON THE NORTH SIDE OF THE HIGHWAY, 12 FT.
 FC0183'NORTHEAST OF THE CUT, 12 FT. SOUTHWEST OF A RIGHT-OF-WAY FENCE
 FC0183'AND 2.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FC0183'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FC0183
 FC0183                          STATION RECOVERY (1981)
 FC0183
 FC0183'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FC0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0182 ***********************************************************************
 FC0182  DESIGNATION -  KENT RM 1
 FC0182  PID         -  FC0182
 FC0182  STATE/COUNTY-  TN/ROANE
 FC0182  USGS QUAD   -  ELVERTON (1990)
 FC0182
 FC0182                         *CURRENT SURVEY CONTROL
 FC0182  ___________________________________________________________________
 FC0182* NAD 83(1986)-  35 52 30.     (N)    084 29 56.     (W)     SCALED    
 FC0182* NAVD 88     -       318.715  (meters)    1045.65   (feet)  ADJUSTED  
 FC0182  ___________________________________________________________________
 FC0182  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0182  DYNAMIC HT  -         318.422 (meters)    1044.69  (feet)  COMP
 FC0182  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0182
 FC0182  VERT ORDER  -  SECOND    CLASS 0
 FC0182
 FC0182.The horizontal coordinates were scaled from a topographic map and have
 FC0182.an estimated accuracy of +/- 6 seconds.
 FC0182
 FC0182.The orthometric height was determined by differential leveling
 FC0182.and adjusted by the National Geodetic Survey in June 1991..
 FC0182
 FC0182.The geoid height was determined by GEOID03.
 FC0182
 FC0182.The dynamic height is computed by dividing the NAVD 88
 FC0182.geopotential number by the normal gravity value computed on the
 FC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0182.degrees latitude (g = 980.6199 gals.).
 FC0182
 FC0182.The modeled gravity was interpolated from observed gravity values.
 FC0182
 FC0182;                    North         East    Units  Estimated Accuracy
 FC0182;SPC TN       -   172,090.      735,550.      MT  (+/- 180 meters Scaled)
 FC0182
 FC0182                          SUPERSEDED SURVEY CONTROL
 FC0182
 FC0182  NGVD 29 (??/??/92)  318.828  (m)         1046.02   (f) ADJ UNCH    2 0
 FC0182
 FC0182.Superseded values are not recommended for survey control.
 FC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0182.See file dsdata.txt to determine how the superseded data were derived.
 FC0182
 FC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE257729(NAD 83)
 FC0182_MARKER: DR = REFERENCE MARK DISK
 FC0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0182_STAMPING: KENT NO 1 1960
 FC0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0182+STABILITY: SURFACE MOTION
 FC0182
 FC0182  HISTORY     - Date     Condition        Report By
 FC0182  HISTORY     - 1960     MONUMENTED       CGS
 FC0182
 FC0182                          STATION DESCRIPTION
 FC0182
 FC0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0182'1.5 MI SE FROM KINGSTON.
 FC0182'THIS MARK IS LOCATED AT THE KENT 1960 STATION SITE, 54 FT.
 FC0182'SOUTHEAST OF A WITNESS SIGN, 51.6 FT. SOUTHEAST OF THE STATION
 FC0182'MARK, AND 1 FT. SOUTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET
 FC0182'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0184 ***********************************************************************
 FC0184  DESIGNATION -  KENT RM 2
 FC0184  PID         -  FC0184
 FC0184  STATE/COUNTY-  TN/ROANE
 FC0184  USGS QUAD   -  ELVERTON (1990)
 FC0184
 FC0184                         *CURRENT SURVEY CONTROL
 FC0184  ___________________________________________________________________
 FC0184* NAD 83(1986)-  35 52 30.     (N)    084 29 56.     (W)     SCALED    
 FC0184* NAVD 88     -       318.975  (meters)    1046.50   (feet)  ADJUSTED  
 FC0184  ___________________________________________________________________
 FC0184  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0184  DYNAMIC HT  -         318.681 (meters)    1045.54  (feet)  COMP
 FC0184  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0184
 FC0184  VERT ORDER  -  SECOND    CLASS 0
 FC0184
 FC0184.The horizontal coordinates were scaled from a topographic map and have
 FC0184.an estimated accuracy of +/- 6 seconds.
 FC0184
 FC0184.The orthometric height was determined by differential leveling
 FC0184.and adjusted by the National Geodetic Survey in June 1991..
 FC0184
 FC0184.The geoid height was determined by GEOID03.
 FC0184
 FC0184.The dynamic height is computed by dividing the NAVD 88
 FC0184.geopotential number by the normal gravity value computed on the
 FC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0184.degrees latitude (g = 980.6199 gals.).
 FC0184
 FC0184.The modeled gravity was interpolated from observed gravity values.
 FC0184
 FC0184;                    North         East    Units  Estimated Accuracy
 FC0184;SPC TN       -   172,090.      735,550.      MT  (+/- 180 meters Scaled)
 FC0184
 FC0184                          SUPERSEDED SURVEY CONTROL
 FC0184
 FC0184  NGVD 29 (??/??/92)  319.088  (m)         1046.87   (f) ADJ UNCH    2 0
 FC0184
 FC0184.Superseded values are not recommended for survey control.
 FC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0184.See file dsdata.txt to determine how the superseded data were derived.
 FC0184
 FC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE257729(NAD 83)
 FC0184_MARKER: DR = REFERENCE MARK DISK
 FC0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0184_STAMPING: KENT NO 2 1960
 FC0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0184+STABILITY: SURFACE MOTION
 FC0184
 FC0184  HISTORY     - Date     Condition        Report By
 FC0184  HISTORY     - 1960     MONUMENTED       CGS
 FC0184
 FC0184                          STATION DESCRIPTION
 FC0184
 FC0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0184'1.5 MI SE FROM KINGSTON.
 FC0184'THIS MARK IS LOCATED AT THE KENT 1960 STATION SITE, 59.5
 FC0184'FT. NORTHWEST OF A WITNESS SIGN, 59 FT. NORTHWEST OF THE STATION
 FC0184'MARK, AND 1 FT. SOUTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET
 FC0184'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1629 ***********************************************************************
 GD1629  DESIGNATION -  KENTON
 GD1629  PID         -  GD1629
 GD1629  STATE/COUNTY-  TN/GIBSON
 GD1629  USGS QUAD   -  KENTON (1981)
 GD1629
 GD1629                         *CURRENT SURVEY CONTROL
 GD1629  ___________________________________________________________________
 GD1629* NAD 83(1995)-  36 12 00.81196(N)    089 01 48.32402(W)     ADJUSTED  
 GD1629* NAVD 88     -        93.59   (+/-2cm)     307.1    (feet)  VERTCON   
 GD1629  ___________________________________________________________________
 GD1629  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GD1629  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1629
 GD1629  HORZ ORDER  -  SECOND
 GD1629  VERT ORDER  -  THIRD ? (See Below)
 GD1629
 GD1629.The horizontal coordinates were established by classical geodetic methods
 GD1629.and adjusted by the National Geodetic Survey in April 1999..
 GD1629
 GD1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1629.The vertical order pertains to the NGVD 29 superseded value.
 GD1629
 GD1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1629
 GD1629.The geoid height was determined by GEOID03.
 GD1629
 GD1629;                    North         East     Units Scale Factor Converg.
 GD1629;SPC TN       -   211,349.897   327,540.239   MT  0.99996876   -1 46 26.2
 GD1629;SPC TN       -   693,403.79  1,074,604.93   sFT  0.99996876   -1 46 26.2
 GD1629;UTM  16      - 4,008,066.913   317,484.792   MT  1.00001046   -1 11 57.6
 GD1629
 GD1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1629!SPC TN       -   0.99998974  x   0.99996876  =   0.99995850
 GD1629!UTM  16      -   0.99998974  x   1.00001046  =   1.00000020
 GD1629
 GD1629|---------------------------------------------------------------------|
 GD1629| PID    Reference Object                     Distance      Geod. Az  |
 GD1629|                                                           dddmmss.s |
 GD1629| GD2053 KENTON RM 1                          25.327 METERS 04714     |
 GD1629| GD2055 KENTON AZ MK                                       0632009.2 |
 GD1629| GD1627 KENTON OLD MUNICIPAL TANK           APPROX. 0.7 KM 0670353.4 |
 GD1629| GD1626 KENTON NEW MUNICIPAL TANK           APPROX. 1.6 KM 0680314.3 |
 GD1629| GD2054 KENTON RM 2                          22.463 METERS 11400     |
 GD1629| GD1512 RUTHERFORD MUNICIPAL TANK           APPROX. 8.8 KM 1583045.8 |
 GD1629| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX. 4.2 KM 3554330.8 |
 GD1629|---------------------------------------------------------------------|
 GD1629
 GD1629                          SUPERSEDED SURVEY CONTROL
 GD1629
 GD1629  NAD 83(1995)-  36 12 00.81472(N)    089 01 48.32520(W) AD(       ) 2
 GD1629  NAD 83(1995)-  36 12 00.81581(N)    089 01 48.32564(W) AD(       ) 2
 GD1629  NAD 83(1986)-  36 12 00.82406(N)    089 01 48.32334(W) AD(       ) 2
 GD1629  NAD 27      -  36 12 00.58140(N)    089 01 48.08480(W) AD(       ) 2
 GD1629  NGVD 29 (07/19/86)   93.60   (m)          307.1    (f) LEVELING    3  
 GD1629
 GD1629.Superseded values are not recommended for survey control.
 GD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1629.See file dsdata.txt to determine how the superseded data were derived.
 GD1629
 GD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1748508067(NAD 83)
 GD1629_MARKER: DS = TRIANGULATION STATION DISK
 GD1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1629
 GD1629  HISTORY     - Date     Condition        Report By
 GD1629  HISTORY     - 1959     MONUMENTED       CGS
 GD1629  HISTORY     - 1967     GOOD             CGS
 GD1629
 GD1629                          STATION DESCRIPTION
 GD1629
 GD1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1629'THE STATION IS ABOUT 1 MILE WEST OF KENTON AND ON THE PROPERTY OF MR.
 GD1629'ANDREW SAWYER.  IT IS 128 FEET NORTHWEST OF THE INTERSECTION OF A
 GD1629'PAVED ROAD AND A DRIVEWAY, 124 FEET WEST OF THE CENTERLINE OF THE
 GD1629'PAVED ROAD, 76 FEET WEST OF A WHITE WITNESS POST, 75 FEET WEST OF
 GD1629'A POWER POLE, 55 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 GD1629'HOUSE, 33 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD BARN AND
 GD1629'28 FEET SOUTH OF A 10 INCH TREE.  THE MONUMENT IS FLUSH AND THE
 GD1629'DISK IS STAMPED KENTON 1959.
 GD1629'
 GD1629'TO REACH THE STATION FROM THE KENTON HIGH SCHOOL, JUST W OF THE MAIN
 GD1629'INTERSECTION, IN KENTON, GO WESTERLY ON A PAVED ROAD FOR 0.6 MILE TO
 GD1629'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE PAVED ROAD FOR
 GD1629'0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED
 GD1629'ROAD FOR 0.2 MILE TO THE HOME OF MR. SAWYER ON THE RIGHT AND THE
 GD1629'STATION AS DESCRIBED.
 GD1629'
 GD1629'REFERENCE MARK 1 IS 91 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1629'87 FEET NORTH OF THE WHITE WITNESS POST AND THE POWER POLE AND 8
 GD1629'FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1629'STAMPED KENTON NO 1 1959.
 GD1629'
 GD1629'REFERENCE MARK 2 IS 50 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1629'32 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 2 FEET WEST OF THE
 GD1629'WHITE WITNESS POST AND 1 FOOT WEST OF A POWER POLE.  THE MONUMENT
 GD1629'IS FLUSH AND THE DISK IS STAMPED KENTON NO 2 1959.
 GD1629'
 GD1629'THE AZIMUTH MARK IS 57 FEET WEST OF A FENCE CORNER, 21 FEET SOUTH OF
 GD1629'THE CENTERLINE OF A PAVED ROAD, 2 FEET WEST OF A WITNESS POST AND 1
 GD1629'FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 GD1629'DISK IS STAMPED KENTON 1959.
 GD1629'
 GD1629'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1629
 GD1629                          STATION RECOVERY (1967)
 GD1629
 GD1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1629'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED
 GD1629'WITH THE FOLLOWING NOTED DELETION TO BE MADE.  THE WIRE FENCE
 GD1629'MENTIONED IN THE DETAILED DESCRIPTION FOR REFERENCE MARK NO. 1 NO
 GD1629'LONGER EXISTS.  CONDITION OF ALL MARKS GOOD.
 GD1629'
 GD1629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE
 GD1629'WEST OF KENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1626 ***********************************************************************
 GD1626  DESIGNATION -  KENTON NEW MUNICIPAL TANK
 GD1626  PID         -  GD1626
 GD1626  STATE/COUNTY-  TN/OBION
 GD1626  USGS QUAD   -  KENTON (1981)
 GD1626
 GD1626                         *CURRENT SURVEY CONTROL
 GD1626  ___________________________________________________________________
 GD1626* NAD 83(1995)-  36 12 20.20687(N)    089 00 48.91862(W)     ADJUSTED  
 GD1626* NAVD 88     -                                                        
 GD1626  ___________________________________________________________________
 GD1626  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GD1626  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1626
 GD1626  HORZ ORDER  -  THIRD
 GD1626
 GD1626.The horizontal coordinates were established by classical geodetic methods
 GD1626.and adjusted by the National Geodetic Survey in April 1999..
 GD1626
 GD1626
 GD1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1626
 GD1626.The geoid height was determined by GEOID03.
 GD1626
 GD1626;                    North         East     Units Scale Factor Converg.
 GD1626;SPC TN       -   211,901.590   329,041.956   MT  0.99996937   -1 45 51.4
 GD1626;SPC TN       -   695,213.80  1,079,531.82   sFT  0.99996937   -1 45 51.4
 GD1626;UTM  16      - 4,008,633.660   318,980.957   MT  1.00000376   -1 11 23.0
 GD1626
 GD1626                          SUPERSEDED SURVEY CONTROL
 GD1626
 GD1626  NAD 83(1995)-  36 12 20.20945(N)    089 00 48.92005(W) AD(       ) 4
 GD1626  NAD 83(1995)-  36 12 20.21044(N)    089 00 48.92107(W) AD(       ) 4
 GD1626  NAD 83(1986)-  36 12 20.21895(N)    089 00 48.91789(W) AD(       ) 4
 GD1626  NAD 27      -  36 12 19.97700(N)    089 00 48.67900(W) AD(       ) 3
 GD1626
 GD1626.Superseded values are not recommended for survey control.
 GD1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1626.See file dsdata.txt to determine how the superseded data were derived.
 GD1626
 GD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1898108634(NAD 83)
 GD1626_MARKER: 53 = ELEVATED TANK
 GD1626
 GD1626  HISTORY     - Date     Condition        Report By
 GD1626  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1626  HISTORY     - 1967     GOOD             CGS
 GD1626
 GD1626                          STATION DESCRIPTION
 GD1626
 GD1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1626'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS A FOUR
 GD1626'LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND KENTON PAINTED
 GD1626'IN BLACK ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT OF THE
 GD1626'TANK IS ABOUT 130 FEET.
 GD1626'
 GD1626'THE TANK IS LOCATED AT THE NORTH EDGE OF KENTON AND IS OWNED BY THE
 GD1626'CITY.
 GD1626
 GD1626                          STATION RECOVERY (1967)
 GD1626
 GD1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1626'THE STATION WAS RECOVERED AND IS IN THE EXACT LOCATION AS WHEN
 GD1626'INTERSECTED IN 1959.
 GD1626'
 GD1626'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1626'
 GD1626'THE STATION IS LOCATED NEAR THE NORTH EDGE OF KENTON ON CITY
 GD1626'PROPERTY, 100 FEET EAST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY
 GD1626'45W AND 30 FEET SOUTH OF THE SOUTH EDGE OF THE B. AND B. CHEMICAL
 GD1626'CO. PARKING LOT.
 GD1626'
 GD1626'THE STATION IS THE TOP AND CENTER OF A LARGE DOME SHAPED TANK
 GD1626'SUPPORTED BY FOUR TUBULAR STEEL LEGS, IS PAINTED SILVER WITH THE
 GD1626'ROOF OF THE TANK PAINTED GREEN, HAS THE LEGEND KENTON PAINTED IN
 GD1626'BLACK ON THE NORTH AND SOUTH SIDES OF THE TANK, AND HAS AN
 GD1626'OVER-ALL HEIGHT OF ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1628 ***********************************************************************
 GD1628  DESIGNATION -  KENTON RADIO STA KIS 94 MAST
 GD1628  PID         -  GD1628
 GD1628  STATE/COUNTY-  TN/OBION
 GD1628  USGS QUAD   -  KENTON (1981)
 GD1628
 GD1628                         *CURRENT SURVEY CONTROL
 GD1628  ___________________________________________________________________
 GD1628* NAD 83(1995)-  36 14 16.77190(N)    089 02 00.86895(W)     ADJUSTED  
 GD1628* NAVD 88     -                                                        
 GD1628  ___________________________________________________________________
 GD1628  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1628  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1628
 GD1628  HORZ ORDER  -  THIRD
 GD1628
 GD1628.The horizontal coordinates were established by classical geodetic methods
 GD1628.and adjusted by the National Geodetic Survey in April 1999..
 GD1628
 GD1628
 GD1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1628
 GD1628.The geoid height was determined by GEOID03.
 GD1628
 GD1628;                    North         East     Units Scale Factor Converg.
 GD1628;SPC TN       -   215,548.172   327,356.875   MT  0.99997318   -1 46 33.5
 GD1628;SPC TN       -   707,177.63  1,074,003.35   sFT  0.99997318   -1 46 33.5
 GD1628;UTM  16      - 4,012,263.309   317,259.364   MT  1.00001147   -1 12 08.9
 GD1628
 GD1628                          SUPERSEDED SURVEY CONTROL
 GD1628
 GD1628  NAD 83(1995)-  36 14 16.77463(N)    089 02 00.86985(W) AD(       ) 4
 GD1628  NAD 83(1995)-  36 14 16.77616(N)    089 02 00.87063(W) AD(       ) 4
 GD1628  NAD 83(1986)-  36 14 16.78442(N)    089 02 00.86807(W) AD(       ) 4
 GD1628  NAD 27      -  36 14 16.54400(N)    089 02 00.62800(W) AD(       ) 3
 GD1628
 GD1628.Superseded values are not recommended for survey control.
 GD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1628.See file dsdata.txt to determine how the superseded data were derived.
 GD1628
 GD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1725912263(NAD 83)
 GD1628_MARKER: 42 = RADIO/TV MAST
 GD1628
 GD1628  HISTORY     - Date     Condition        Report By
 GD1628  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1628  HISTORY     - 1967     GOOD             CGS
 GD1628
 GD1628                          STATION DESCRIPTION
 GD1628
 GD1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1628'THE STATION IS THE BLINKING RED LIGHT AT THE TOP OF THE MAST.
 GD1628'THE MAST IS A 3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 GD1628'OF INTERNATIONAL RED AND WHITE.  THE MAST IS GUYED AND HAS AN
 GD1628'OVERALL HEIGHT OF 280 FEET.
 GD1628'
 GD1628'THE MAST IS LOCATED ABOUT 3 MILES NORTH OF KENTON AND IS OWNED AND
 GD1628'OPERATED BY THE TEXAS GAS TRANSMISSION CORP.
 GD1628
 GD1628                          STATION RECOVERY (1967)
 GD1628
 GD1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1628'THE STATION WAS RECOVERED AND IS IN THE EXACT LOCATION AS WHEN
 GD1628'INTERSECTED IN 1959.
 GD1628'
 GD1628'THE STATION DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7720 ***********************************************************************
 DG7720  CBN         -  This is a Cooperative Base Network Control Station.
 DG7720  DESIGNATION -  KEPHART
 DG7720  PID         -  DG7720
 DG7720  STATE/COUNTY-  TN/HAMILTON
 DG7720  USGS QUAD   -  DAISY (1976)
 DG7720
 DG7720                         *CURRENT SURVEY CONTROL
 DG7720  ___________________________________________________________________
 DG7720* NAD 83(1995)-  35 13 46.69661(N)    085 12 38.68054(W)     ADJUSTED  
 DG7720* NAVD 88     -       210.2    (meters)     690.     (feet)  GPS OBS   
 DG7720  ___________________________________________________________________
 DG7720  X           -     435,482.200 (meters)                     COMP
 DG7720  Y           -  -5,197,708.485 (meters)                     COMP
 DG7720  Z           -   3,658,810.941 (meters)                     COMP
 DG7720  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 DG7720  ELLIP HEIGHT-         180.50  (meters)          (08/03/04) GPS OBS
 DG7720  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DG7720
 DG7720  HORZ ORDER  -  A
 DG7720  ELLP ORDER  -  FOURTH    CLASS I
 DG7720
 DG7720.The horizontal coordinates were established by GPS observations
 DG7720.and adjusted by the National Geodetic Survey in August 2004..
 DG7720
 DG7720.The orthometric height was determined by GPS observations and a
 DG7720.high-resolution geoid model.
 DG7720
 DG7720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7720
 DG7720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7720
 DG7720.The ellipsoidal height was determined by GPS observations
 DG7720.and is referenced to NAD 83.
 DG7720
 DG7720.The geoid height was determined by GEOID03.
 DG7720
 DG7720;                    North         East     Units Scale Factor Converg.
 DG7720;SPC TN       -    99,735.180   671,847.297   MT  1.00000366   +0 27 43.4
 DG7720;SPC TN       -   327,214.50  2,204,219.01   sFT  1.00000366   +0 27 43.4
 DG7720;UTM  16      - 3,899,976.380   662,823.988   MT  0.99992674   +1 01 56.5
 DG7720
 DG7720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7720!SPC TN       -   0.99997167  x   1.00000366  =   0.99997533
 DG7720!UTM  16      -   0.99997167  x   0.99992674  =   0.99989841
 DG7720
 DG7720                          SUPERSEDED SURVEY CONTROL
 DG7720
 DG7720.No superseded survey control is available for this station.
 DG7720
 DG7720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6282499976(NAD 83)
 DG7720_MARKER: DD = SURVEY DISK
 DG7720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7720_STAMPING: KEPHART 1966 2001
 DG7720_MARK LOGO: TVA   
 DG7720_PROJECTION: FLUSH
 DG7720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7720+STABILITY: SURFACE MOTION
 DG7720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7720+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7720
 DG7720  HISTORY     - Date     Condition        Report By
 DG7720  HISTORY     - 2001     MONUMENTED       TVA
 DG7720  HISTORY     - 20031010 GOOD             TNDT
 DG7720
 DG7720                          STATION DESCRIPTION
 DG7720
 DG7720'DESCRIBED BY TN DEPT OF TRANSP 2003 (DLM)
 DG7720'TO REACH THE STATION FROM SEQUOYAH ACCESS ROAD AND HIGHWAY 27, GO
 DG7720'NORTHWEST ON SEQUOYAH ACCESS ROAD FOR 0.4 MILE.  TURN LEFT ONTO DAYTON
 DG7720'PIKE (OLD HIGHWY 27) AND GO IN A SOUTHERLY DIRECTION FOR 2.3 MILES
 DG7720'(PASSING WIMPIES RESTAURANT AT 0.6 MILE ON THE LEFT AND HARRISON LANE
 DG7720'AT 1.5 MILES) TO THE SODDY DAISY VETERANS MEMORIAL PARK LOCATED ON TEH
 DG7720'RIGHT (NORTH) SIDE OF THE ROAD JUST PAST THE SODDY DAISY FIRE HALL
 DG7720'NUMBER 3.  PARK AND WARK TO THE FLAGPOLE LOCATED ON A RAISED CONCRETE
 DG7720'PLATFORM IN THE CENTER OF THE PARK.
 DG7720' 
 DG7720'THE MARK IS A STANDARD TVA BRONZE CAP STAMPED--KEPHART 1966-2001--,
 DG7720'SET JUST WEST OF THE MAIN SIDEWALK LEADING UP TO THE WAR MEMORIAL AS
 DG7720'IT REACHES THE PLATFORM.  THE MARK IS 1.93 FT TO THE CORNER OF THE
 DG7720'KOREAN WAR MONUMENT, 12.15 FT TO THE SW CORNER OF THE WORLD WAR II
 DG7720'MUNUMENT, 11.50 FT DUE NORTH TO THE CENTER OF THE FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1371 ***********************************************************************
 FE1371  DESIGNATION -  KERR
 FE1371  PID         -  FE1371
 FE1371  STATE/COUNTY-  TN/TIPTON
 FE1371  USGS QUAD   -  MUNFORD (1983)
 FE1371
 FE1371                         *CURRENT SURVEY CONTROL
 FE1371  ___________________________________________________________________
 FE1371* NAD 83(1995)-  35 24 00.30578(N)    089 50 47.33633(W)     ADJUSTED  
 FE1371* NAVD 88     -       126.947  (meters)     416.49   (feet)  ADJUSTED  
 FE1371  ___________________________________________________________________
 FE1371  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FE1371  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1371  DYNAMIC HT  -         126.836 (meters)     416.13  (feet)  COMP
 FE1371  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE1371
 FE1371  HORZ ORDER  -  THIRD
 FE1371  VERT ORDER  -  FIRST     CLASS I
 FE1371
 FE1371.The horizontal coordinates were established by classical geodetic methods
 FE1371.and adjusted by the National Geodetic Survey in April 1999..
 FE1371
 FE1371.The orthometric height was determined by differential leveling
 FE1371.and adjusted by the National Geodetic Survey in August 1995..
 FE1371
 FE1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1371
 FE1371.The geoid height was determined by GEOID03.
 FE1371
 FE1371.The dynamic height is computed by dividing the NAVD 88
 FE1371.geopotential number by the normal gravity value computed on the
 FE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1371.degrees latitude (g = 980.6199 gals.).
 FE1371
 FE1371.The modeled gravity was interpolated from observed gravity values.
 FE1371
 FE1371;                    North         East     Units Scale Factor Converg.
 FE1371;SPC TN       -   125,221.306   250,677.384   MT  0.99997691   -2 15 06.8
 FE1371;SPC TN       -   410,830.23    822,430.72   sFT  0.99997691   -2 15 06.8
 FE1371;UTM  16      - 3,921,134.075   241,489.143   MT  1.00042364   -1 38 59.4
 FE1371
 FE1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1371!SPC TN       -   0.99998435  x   0.99997691  =   0.99996126
 FE1371!UTM  16      -   0.99998435  x   1.00042364  =   1.00040799
 FE1371
 FE1371|---------------------------------------------------------------------|
 FE1371| PID    Reference Object                     Distance      Geod. Az  |
 FE1371|                                                           dddmmss.s |
 FE1371| FE2827 KERR RM 1                            27.345 METERS 03227     |
 FE1371| FE2585 MUNFORD MUNICIPAL TANK              APPROX. 6.3 KM 0322826.4 |
 FE1371| CG3628 KERR AZ MK                                         2070238.8 |
 FE1371| FE1372 KERR RM 2                            23.196 METERS 28702     |
 FE1371|---------------------------------------------------------------------|
 FE1371
 FE1371                          SUPERSEDED SURVEY CONTROL
 FE1371
 FE1371  NAD 83(1995)-  35 24 00.31527(N)    089 50 47.33765(W) AD(       ) 3
 FE1371  NAD 83(1986)-  35 24 00.31760(N)    089 50 47.33789(W) AD(       ) 3
 FE1371  NAD 27      -  35 24 00.01570(N)    089 50 47.03290(W) AD(       ) 3
 FE1371  NAVD 88 (06/15/91)  126.955  (m)          416.52   (f) UNKNOWN     1 1
 FE1371  NGVD 29 (??/??/??)  126.924  (m)          416.42   (f) ADJUSTED    1 1
 FE1371
 FE1371.Superseded values are not recommended for survey control.
 FE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1371.See file dsdata.txt to determine how the superseded data were derived.
 FE1371
 FE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4148921134(NAD 83)
 FE1371_MARKER: DS = TRIANGULATION STATION DISK
 FE1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1371_SP_SET: CONCRETE POST
 FE1371_STAMPING: KERR 1958
 FE1371_MARK LOGO: CGS   
 FE1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1371+STABILITY: SURFACE MOTION
 FE1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1371+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1371
 FE1371  HISTORY     - Date     Condition        Report By
 FE1371  HISTORY     - 1958     MONUMENTED       CGS
 FE1371  HISTORY     - 1974     GOOD             LOCENG
 FE1371  HISTORY     - 1974     GOOD             NGS
 FE1371  HISTORY     - 19920115 GOOD             NGS
 FE1371  HISTORY     - 20021003 GOOD             USACE
 FE1371
 FE1371                          STATION DESCRIPTION
 FE1371
 FE1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1371'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CROSSTOWN,
 FE1371'ABOUT 3-1/2 MILES NORTHEAST OF MILLINGTON AND ON PROPERTY
 FE1371'OWNED BY MR. BYRON B. HUGHES.  IT IS 51 FEET SOUTHWEST OF THE SOUTH
 FE1371'EDGE OF A CONCRETE BLOCK BUILDING CALLED THE TURF CLUB, 32 FEET
 FE1371'NORTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 5 FEET
 FE1371'NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 FE1371'AND THE DISK IS STAMPED KERR 1958.
 FE1371'
 FE1371'TO REACH THE STATION FROM THE CROSSROAD IN CROSSTOWN, GO SOUTHWEST ON
 FE1371'U.S. HIGHWAY 51 FOR 4.45 MILES TO A GRAVELED DRIVEWAY ON THE
 FE1371'RIGHT.  *TURN RIGHT ON THE DRIVEWAY AND GO NORTH FOR 0.05 MILE TO THE
 FE1371'STATION ON THE RIGHT AS DESCRIBED.
 FE1371'
 FE1371'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWEST ON
 FE1371'HIGHWAY 51 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FE1371'DESCRIBED.
 FE1371'
 FE1371'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WEST ENTRANCE TO THE CLUB.
 FE1371'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KERR NO 1 1958.
 FE1371'
 FE1371'REFERENCE MARK 2 IS 114 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE1371'CLUB AND 31 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 FE1371'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KERR NO 2 1958.
 FE1371'
 FE1371'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF HIGHWAY 51, 1
 FE1371'FOOT NORTH OF A WHITE WITNESS POST AND AT THE WEST EDGE OF A
 FE1371'CULTIVATED FIELD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE1371'STAMPED KERR 1958.
 FE1371'
 FE1371'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE1371
 FE1371                          STATION RECOVERY (1974)
 FE1371
 FE1371'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 FE1371'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND LEVELED
 FE1371'OVER IN 1974.  R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED, BELIEVED
 FE1371'STILL THERE BUT COVERED WITH DEBRIS FROM BURNED TURF CLUB.
 FE1371'
 FE1371'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND NAVY ROAD AT
 FE1371'MILLINGTON GO 5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 51.
 FE1371'
 FE1371'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KERR
 FE1371'1958.  0.25 MILE NORTHEAST OF THE JUNCTION OF A ROAD WEST TO
 FE1371'WILKINSVILLE, 0.1 MILE NORTH AND ACROSS THE HIGHWAY FROM A GROCERY
 FE1371'STORE AND SERVICE STATION, 152 FEET NORTHWEST OF THE CENTER LINE
 FE1371'OF THE NORTHWEST LANES OF THE HIGHWAY, 97 FEET WEST OF A POWER
 FE1371'POLE, IN A CONCRETE POST.
 FE1371'
 FE1371'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED KERR NO 2 1958.
 FE1371'76.1 FEET WEST OF THE STATION, 73 FEET NORTHEAST OF A PERSIMMON
 FE1371'TREE, IN A CONCRETE POST.
 FE1371'
 FE1371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 FE1371'NORTHEAST OF TIPTON.
 FE1371
 FE1371                          STATION RECOVERY (1974)
 FE1371
 FE1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1371'5.6 MI NE FROM MILLINGTON.
 FE1371'ABOUT 5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1371'JUNCTION WITH NAVY ROAD AT MILLINGTON, 0.25 MILE NORTHEAST OF THE
 FE1371'JUNCTION WITH A PAVED ROAD LEADING WEST TO WILKINSVILLE, 0.1
 FE1371'MILE NORTH AND ACROSS 4 LANES OF U.S. HIGHWAY 51 FROM A GROCERY
 FE1371'STORE AND AN EXXON SERVICE STATION, 152 FEET NORTHWEST OF THE
 FE1371'CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAY, 30 FEET
 FE1371'SOUTHWEST OF THE SOUTHWEST EDGE OF AN ASPHALT PARKING AREA, NOW
 FE1371'ABANDONED (FORMERLY SITE OF TURF CLUB) BURNED DOWN, IN SMALL
 FE1371'GRASSY PLOT OF GROUND, 97 FEET WEST OF A POWER POLE, BEARING A
 FE1371'LIGHT AND TRANSFORMER, 76.1 FEET EAST OF KERR NO1, 35 FEET EAST
 FE1371'OF THE CENTER LINE OF AN ASPHALT DRIVEWAY, 18 FEET NORTHWEST OF
 FE1371'A 11--INCH BLACK WALNUT TREE, 1.5 FEET NORTH OF A METAL WITNESS
 FE1371'POST AND IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 FE1371
 FE1371                          STATION RECOVERY (1992)
 FE1371
 FE1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1371'8.8 KM (5.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1371'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 46.4 M (152.2 FT)
 FE1371'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE
 FE1371'HIGHWAY, 29.6 M (97.1 FT) WEST OF A UTILITY LIGHT POLE WITH
 FE1371'TRANSFORMER NUMBER 13997, 17.9 M (58.7 FT) SOUTHWEST OF THE SOUTHWEST
 FE1371'CORNER OF THE VICTORY BAPTIST MISSION SERVICES CHURCH, 11.1 M
 FE1371'(36.4 FT) EAST OF THE CENTER OF A PAVED DRIVEWAY, 5.4 M (17.7 FT)
 FE1371'NORTHWEST OF AN 18-INCH WALNUT TREE, 2.5 M (8.2 FT) ABOVE THE LEVEL OF
 FE1371'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE
 FE1371'GROUND SURFACE.
 FE1371
 FE1371                          STATION RECOVERY (2002)
 FE1371
 FE1371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1372 ***********************************************************************
 FE1372  DESIGNATION -  KERR RM 2
 FE1372  PID         -  FE1372
 FE1372  STATE/COUNTY-  TN/TIPTON
 FE1372  USGS QUAD   -  MUNFORD (1983)
 FE1372
 FE1372                         *CURRENT SURVEY CONTROL
 FE1372  ___________________________________________________________________
 FE1372* NAD 83(1986)-  35 24 00.     (N)    089 50 47.     (W)     SCALED    
 FE1372* NAVD 88     -       126.658  (meters)     415.54   (feet)  ADJUSTED  
 FE1372  ___________________________________________________________________
 FE1372  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1372  DYNAMIC HT  -         126.547 (meters)     415.18  (feet)  COMP
 FE1372  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE1372
 FE1372  VERT ORDER  -  FIRST     CLASS I
 FE1372
 FE1372.The horizontal coordinates were scaled from a topographic map and have
 FE1372.an estimated accuracy of +/- 6 seconds.
 FE1372
 FE1372.The orthometric height was determined by differential leveling
 FE1372.and adjusted by the National Geodetic Survey in June 1991..
 FE1372
 FE1372.The geoid height was determined by GEOID03.
 FE1372
 FE1372.The dynamic height is computed by dividing the NAVD 88
 FE1372.geopotential number by the normal gravity value computed on the
 FE1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1372.degrees latitude (g = 980.6199 gals.).
 FE1372
 FE1372.The modeled gravity was interpolated from observed gravity values.
 FE1372
 FE1372;                    North         East    Units  Estimated Accuracy
 FE1372;SPC TN       -   125,210.      250,690.      MT  (+/- 180 meters Scaled)
 FE1372
 FE1372                          SUPERSEDED SURVEY CONTROL
 FE1372
 FE1372  NGVD 29 (??/??/??)  126.626  (m)          415.44   (f) ADJUSTED    1 1
 FE1372
 FE1372.Superseded values are not recommended for survey control.
 FE1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1372.See file dsdata.txt to determine how the superseded data were derived.
 FE1372
 FE1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE414211(NAD 83)
 FE1372_MARKER: DR = REFERENCE MARK DISK
 FE1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1372_SP_SET: CONCRETE POST
 FE1372_STAMPING: KERR NO 2 1958
 FE1372_MARK LOGO: CGS   
 FE1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1372+STABILITY: SURFACE MOTION
 FE1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1372+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1372
 FE1372  HISTORY     - Date     Condition        Report By
 FE1372  HISTORY     - 1958     MONUMENTED       CGS
 FE1372  HISTORY     - 1974     GOOD             NGS
 FE1372  HISTORY     - 19920115 GOOD             NGS
 FE1372  HISTORY     - 20021003 GOOD             USACE
 FE1372
 FE1372                          STATION DESCRIPTION
 FE1372
 FE1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1372'5.6 MI NE FROM MILLINGTON.
 FE1372'ABOUT 5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1372'JUNCTION WITH NAVY ROAD AT MILLINGTON, 0.25 MILE NORTHEAST OF
 FE1372'THE JUNCTION WITH A PAVED ROAD LEADING WEST TO WILKINSVILLE, 0.1
 FE1372'MILE NORTH AND ACROSS 4 LANES OF U.S. HIGHWAY 51 FROM A GROCERY
 FE1372'STORE AND EXXON SERVICE STATION, 31 FEET WEST OF THE CENTER
 FE1372'LINE OF A PAVED DRIVEWAY LEADING TO AN ABANDONED ASPHALT PARKING
 FE1372'AREA TO SITE OF THE TURF CLUB (NOW BURNED DOWN), 76.1 FEET WEST
 FE1372'OF KERR 1958 TRIANGULATION STATION, 20 FEET SOUTHWEST OF A POWER
 FE1372'POLE BEARING A LIGHT, 73 FEET NORTHEAST OF A LONE 8-INCH
 FE1372'PERSIMMON TREE, 1.2 FEET NORTH OF A METAL WITNESS POST, 10 FEET
 FE1372'ABOVE THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1372'THE GROUND.
 FE1372
 FE1372                          STATION RECOVERY (1992)
 FE1372
 FE1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1372'8.8 KM (5.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1372'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 69.5 M (228.0 FT)
 FE1372'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE
 FE1372'HIGHWAY, 33.9 M (111.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 FE1372'THE VICTORY BAPTIST MISSION SERVICES CHURCH, 29.3 M (96.1 FT)
 FE1372'SOUTH-SOUTHWEST OF A UTILITY LIGHT POLE, 21.9 M (71.9 FT) NORTHEAST OF
 FE1372'A 14-INCH TREE, 9.8 M (32.2 FT) WEST OF THE CENTER OF A PAVED
 FE1372'DRIVEWAY, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 FE1372'MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 FE1372
 FE1372                          STATION RECOVERY (2002)
 FE1372
 FE1372'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2801 ***********************************************************************
 FE2801  DESIGNATION -  KERRVILLE AZ MK
 FE2801  PID         -  FE2801
 FE2801  STATE/COUNTY-  TN/SHELBY
 FE2801  USGS QUAD   -  MUNFORD (1983)
 FE2801
 FE2801                         *CURRENT SURVEY CONTROL
 FE2801  ___________________________________________________________________
 FE2801* NAD 83(1986)-  35 22 44.     (N)    089 50 34.     (W)     SCALED    
 FE2801* NAVD 88     -       114.275  (meters)     374.92   (feet)  ADJUSTED  
 FE2801  ___________________________________________________________________
 FE2801  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2801  DYNAMIC HT  -         114.174 (meters)     374.59  (feet)  COMP
 FE2801  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE2801
 FE2801  VERT ORDER  -  FIRST     CLASS II
 FE2801
 FE2801.The horizontal coordinates were scaled from a topographic map and have
 FE2801.an estimated accuracy of +/- 6 seconds.
 FE2801
 FE2801.The orthometric height was determined by differential leveling
 FE2801.and adjusted by the National Geodetic Survey in August 1995..
 FE2801
 FE2801.The geoid height was determined by GEOID03.
 FE2801
 FE2801.The dynamic height is computed by dividing the NAVD 88
 FE2801.geopotential number by the normal gravity value computed on the
 FE2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2801.degrees latitude (g = 980.6199 gals.).
 FE2801
 FE2801.The modeled gravity was interpolated from observed gravity values.
 FE2801
 FE2801;                    North         East    Units  Estimated Accuracy
 FE2801;SPC TN       -   122,860.      250,920.      MT  (+/- 180 meters Scaled)
 FE2801
 FE2801                          SUPERSEDED SURVEY CONTROL
 FE2801
 FE2801.No superseded survey control is available for this station.
 FE2801
 FE2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE417187(NAD 83)
 FE2801_MARKER: DZ = AZIMUTH MARK DISK
 FE2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2801_SP_SET: CONCRETE POST
 FE2801_STAMPING: KERRVILLE 1957
 FE2801_MARK LOGO: CGS   
 FE2801_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2801+STABILITY: SURFACE MOTION
 FE2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2801+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2801
 FE2801  HISTORY     - Date     Condition        Report By
 FE2801  HISTORY     - 1958     MONUMENTED       CGS
 FE2801  HISTORY     - 19920115 GOOD             NGS
 FE2801  HISTORY     - 20021003 GOOD             USACE
 FE2801
 FE2801                          STATION DESCRIPTION
 FE2801
 FE2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2801'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2801'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2801'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 1.4 KM
 FE2801'(0.85 MI) EASTERLY ALONG MUDVILLE ROAD, 15.5 M (50.9 FT)
 FE2801'NORTH-NORTHWEST OF A FIRE HYDRANT, 7.0 M (23.0 FT) NORTH OF THE
 FE2801'CENTERLINE OF THE ROAD, 0.8 M (2.6 FT) NORTH OF UTILITY POLE NUMBER
 FE2801'81872, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE
 FE2801'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2801'SURFACE.
 FE2801
 FE2801                          STATION RECOVERY (2002)
 FE2801
 FE2801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2584 ***********************************************************************
 FE2584  DESIGNATION -  KERRVILLE RESET
 FE2584  PID         -  FE2584
 FE2584  STATE/COUNTY-  TN/SHELBY
 FE2584  USGS QUAD   -  MUNFORD (1983)
 FE2584
 FE2584                         *CURRENT SURVEY CONTROL
 FE2584  ___________________________________________________________________
 FE2584* NAD 83(1995)-  35 22 41.10937(N)    089 50 02.82135(W)     ADJUSTED  
 FE2584* NAVD 88     -       119.904  (meters)     393.38   (feet)  ADJUSTED  
 FE2584  ___________________________________________________________________
 FE2584  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FE2584  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2584  DYNAMIC HT  -         119.799 (meters)     393.04  (feet)  COMP
 FE2584  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE2584
 FE2584  HORZ ORDER  -  SECOND
 FE2584  VERT ORDER  -  FIRST     CLASS II
 FE2584
 FE2584.The horizontal coordinates were established by classical geodetic methods
 FE2584.and adjusted by the National Geodetic Survey in April 1999..
 FE2584
 FE2584.The orthometric height was determined by differential leveling
 FE2584.and adjusted by the National Geodetic Survey in August 1995..
 FE2584
 FE2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2584
 FE2584.The geoid height was determined by GEOID03.
 FE2584
 FE2584.The dynamic height is computed by dividing the NAVD 88
 FE2584.geopotential number by the normal gravity value computed on the
 FE2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2584.degrees latitude (g = 980.6199 gals.).
 FE2584
 FE2584.The modeled gravity was interpolated from observed gravity values.
 FE2584
 FE2584;                    North         East     Units Scale Factor Converg.
 FE2584;SPC TN       -   122,738.428   251,704.182   MT  0.99997987   -2 14 40.7
 FE2584;SPC TN       -   402,684.33    825,799.47   sFT  0.99997987   -2 14 40.7
 FE2584;UTM  16      - 3,918,661.038   242,542.456   MT  1.00041694   -1 38 30.4
 FE2584
 FE2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2584!SPC TN       -   0.99998546  x   0.99997987  =   0.99996533
 FE2584!UTM  16      -   0.99998546  x   1.00041694  =   1.00040239
 FE2584
 FE2584|---------------------------------------------------------------------|
 FE2584| PID    Reference Object                     Distance      Geod. Az  |
 FE2584|                                                           dddmmss.s |
 FE2584| FE2803 KERRVILLE RM 4                       11.558 METERS 00606     |
 FE2584| CG3629 KERRVILLE RM 1                       35.251 METERS 05701     |
 FE2584| FE2802 KERRVILLE RM 3                       11.504 METERS 09455     |
 FE2584| FE2592 MEMPHIS NAS TRANS STA S MAST        APPROX. 4.5 KM 2000700.9 |
 FE2584| FE2591 MEMPHIS NAS TRANS STA N MAST        APPROX. 4.5 KM 2001504.1 |
 FE2584| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 6.8 KM 2344014.1 |
 FE2584| FE2801 KERRVILLE AZ MK                                    2770500.8 |
 FE2584| CG3630 KERRVILLE RM 2                       28.294 METERS 30911     |
 FE2584|---------------------------------------------------------------------|
 FE2584
 FE2584                          SUPERSEDED SURVEY CONTROL
 FE2584
 FE2584  NAD 83(1995)-  35 22 41.11779(N)    089 50 02.82240(W) AD(       ) 2
 FE2584  NAD 83(1986)-  35 22 41.12094(N)    089 50 02.82276(W) AD(       ) 2
 FE2584  NAD 27      -  35 22 40.81580(N)    089 50 02.51810(W) AD(       ) 2
 FE2584
 FE2584.Superseded values are not recommended for survey control.
 FE2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2584.See file dsdata.txt to determine how the superseded data were derived.
 FE2584
 FE2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4254218661(NAD 83)
 FE2584_MARKER: DS = TRIANGULATION STATION DISK
 FE2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2584_SP_SET: CONCRETE POST
 FE2584_STAMPING: KERRVILLE 1957 1972
 FE2584_MARK LOGO: CGS   
 FE2584_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2584+STABILITY: SURFACE MOTION
 FE2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2584+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2584
 FE2584  HISTORY     - Date     Condition        Report By
 FE2584  HISTORY     - 1972     MONUMENTED       NGS
 FE2584  HISTORY     - 1972     GOOD             NGS
 FE2584  HISTORY     - 19920115 GOOD             NGS
 FE2584  HISTORY     - 19950613 GOOD             USE
 FE2584  HISTORY     - 20021003 GOOD             USACE
 FE2584
 FE2584                          STATION DESCRIPTION
 FE2584
 FE2584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2584'THE STATION MARK AND THE AZIMUTH MARK ONLY WERE RECOVERED.  THE
 FE2584'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR THROUGH
 FE2584'DISTANCE AND ANGLE, AND COULD NOT BE FOUND.  IT IS BELIEVED THAT
 FE2584'THESE MARKS WERE DESTROYED BY CONSTRUCTION ALONG MUDVILLE ROAD.
 FE2584'AS THE STATION IS NOW IN A TENDED AND MOWED AREA OF A LARGE PARK, THE
 FE2584'SURFACE STATION MARK WHICH WAS ORIGINALLY ABOUT 16 INCHES BELOW THE
 FE2584'SURFACE OF A CULTIVATED FIELD WAS UNCOVERED, A FIRM PLUMBING BENCH
 FE2584'ERECTED AND THE POINT HELD, AFTER WHICH A LARGE HOLE WAS EXCAVATED
 FE2584'OUT AND BELLED ABOVE THE MARK AND AFTER ALL OBSERVATIONS WERE
 FE2584'COMPLETED ON DISTANT OBJECTS AND TWO NEW REFERENCE MARKS NO. 3 AND
 FE2584'NO. 4 ESTABLISHED THIS DATE, THE ORIGINAL STATION WAS COVERED BY A
 FE2584'TAMPED LAYER OF EARTH AND A NEW CONCRETE SURFACE MARK POURED FLUSH
 FE2584'WITH THE SURFACE OF THE GROUND, WHICH HOLDS THE EXACT, SAME
 FE2584'HORIZONTAL POSITION AS THE ORIGINAL MARK.  IN CHECKING THE HORIZONTAL
 FE2584'ANGLES OBSERVED THIS DATE ON OBJECTS OBSERVED IN 1958 AGAINST THE
 FE2584'1958 OBSERVATIONS, ALL OBJECTS CHECKED WELL WITHIN THE REQUIRED
 FE2584'LIMITS.
 FE2584'
 FE2584'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2584'
 FE2584'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF CROSSTOWN,
 FE2584'4.5 MILES NORTHEAST OF MILLINGTON, 1.5 MILES EAST OF KERRVILLE, AND
 FE2584'IS NOW IN THE EDWIN ORGILL PARK SECTION OF THE SHELBY COUNTY CASPER
 FE2584'CREEK PARK.  PERMISSION TO RAISE THE STATION MARK AND ESTABLISH NEW
 FE2584'REFERENCE MARKS WAS GRANTED BY THE PARK SUPERINTEDENT.
 FE2584'
 FE2584'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 FE2584'NAVY ROAD AND U.S. HIGHWAY 51 IN MILLINGTON, GO NORTHEASTERLY
 FE2584'ON U.S. HIGHWAY 51 FOR 3.85 MILES TO KERR-ROSEMARK ROAD ON THE RIGHT.
 FE2584'HERE TURN RIGHT ON KERR-ROSEMARK ROAD IN A GENERAL EASTERLY
 FE2584'DIRECTION FOR 0.3 OF A MILE TO THE SMALL COMMUNITY OF KERRVILLE,
 FE2584'CONTINUE EASTERLY AND SOUTHERLY, CROSSING OVER RAILROAD TRACKS,
 FE2584'FOR ABOUT 0.2 OF A MILE TO MUDVILLE ROAD ON THE LEFT.  HERE TURN LEFT
 FE2584'ON MUDVILLE ROAD AND GO EASTERLY FOR 0.85 OF A MILE TO THE
 FE2584'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EASTERLY ON
 FE2584'MUDVILLE ROAD FOR 0.3 OF A MILE TO THE ENTRANCE ON THE RIGHT INTO
 FE2584'EDWIN ORGILL PARK, CONTINUE EASTERLY ON MUDVILLE ROAD FOR 0.25 OF A
 FE2584'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE2584'
 FE2584'THE STATION IS ABOUT 0.15 OF A MILE WEST OF THE SHELBY COUNTY BOARD
 FE2584'OF PUBLIC UTILITIES WATER TANK, 343 FEET NORTH OF A 48-INCH BLACK
 FE2584'OAK TREE, 182 FEET EAST-SOUTHEAST OF A 48-INCH BLACK OAK TREE, 127
 FE2584'FEET WEST-SOUTHWEST OF A GUYED POWERLINE POLE NO 41970, 79
 FE2584'FEET SOUTH OF THE APPROXIMATE CENTER OF MUDVILLE ROAD, 65 FEET WEST
 FE2584'OF A SMALL SYCAMORE TREE AND IN A MOWED AND TENDED AREA.  IT IS A
 FE2584'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE2584'MONUMENT AND THE DISKS ARE STAMPED KERRVILLE 1957 ON THE ORIGINAL
 FE2584'MARK AND KERRVILLE 1957 1972 ON THE BUILT UP MARK
 FE2584'
 FE2584'REFERENCE MARK NO. 3 IS 345 FEET NORTH OF THE 48-INCH BLACK OAK TREE,
 FE2584'218 FEET EAST-SOUTHEAST OF THE 48-INCH BLACK OAK TREE, 96 FEET
 FE2584'SOUTHWEST OF THE GUYED POWERLINE POLE NO 41970, 83 FEET SOUTH OF THE
 FE2584'APPROXIMATE CENTER OF MUDVILLE ROAD, 27 FEET WEST OF THE SMALL
 FE2584'SYCAMORE TREE, AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 FE2584'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE2584'MONUMENT AND THE DISK IS STAMPED KERRVILLE 1957 NO 3 1972.
 FE2584'
 FE2584'REFERENCE MARK NO. 4 IS 381 FEET NORTH OF THE 48-INCH BLACK OAK TREE,
 FE2584'175 FEET EAST OF THE 48-INCH BLACK OAK TREE, 113 FEET
 FE2584'WEST-SOUTHWEST OF THE GUYED POWERLINE POLE NO 41970, 75 FEET
 FE2584'WEST-NORTHWEST OF THE SMALLL SYCAMORE TREE, 42 FEET SOUTH OF THE
 FE2584'APPROXIMATE CENTER OF MUDVILLE ROAD, AND ABOUT 1 FOOT BELOW THE
 FE2584'STATION ELEVATION.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 FE2584'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2584'KERRVILLE 1957 NO 4 1972.
 FE2584'
 FE2584'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE2584'REFREENCE MARK NO. 4 IS 52.95 FEET -16.137 METERS.
 FE2584'
 FE2584'THE AZIMUTH MARK IS ABOUT 0.55 OF A MILE WEST OF THE STATION, 109
 FE2584'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE LEADING
 FE2584'INTO AN OLD HOME SITE, 50.5 FEET NORTH-NORTHWEST AND ACROSS MUDVILLE
 FE2584'ROAD FROM A FIRE HYDRANT, 22.5 FEET NORTH OF THE APPROXIMATE CENTER
 FE2584'OF MUDVILLE ROAD, 2.5 FEET NORTH OF A GUYED POWERLINE TRANSFORMER AND
 FE2584'TELEPHONE POLE NO 81672, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 FE2584'AND SIGN, AND ATOP A LOW BANK.  IT IS A STANDARD DISK SET IN THE TOP
 FE2584'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2584'STAMPED KERRVILLE 1957.
 FE2584'
 FE2584'DUE TO THE MARKS AT THE STATION SITE BEING IN A MOWED AND TENDED
 FE2584'AREA, NO METAL WITNESS POST WERE SET.
 FE2584'
 FE2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 4.5 MILES NE.
 FE2584'OF MILLINGTON.
 FE2584
 FE2584                          STATION RECOVERY (1972)
 FE2584
 FE2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FE2584'RECOVERED IN GOOD CONDITION.
 FE2584
 FE2584                          STATION RECOVERY (1992)
 FE2584
 FE2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2584'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2584'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2584'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 2.2 KM
 FE2584'(1.35 MI) EASTERLY ALONG MUDVILLE ROAD, 38.5 M (126.3 FT) SOUTHWEST
 FE2584'OF T-JUNCTION UTILITY POLE NUMBER 41970, 24.1 M (79.1 FT) SOUTH OF
 FE2584'THE CENTERLINE OF THE ROAD, 22.3 M (73.2 FT) EAST OF THE NORTHEAST
 FE2584'CORNER OF A CHAIN-LINK FENCE SURROUNDING A MEMPHIS-SHELBY COUNTY AIR
 FE2584'MONITORING STATION, 19.8 M (65.0 FT) WEST OF A 12-INCH SYCAMORE TREE,
 FE2584'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 FE2584'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2584
 FE2584                          STATION RECOVERY (1995)
 FE2584
 FE2584'RECOVERY NOTE BY US ENGINEERS 1995 (HJM)
 FE2584'FOUND AS DESCRIBED, PASTURE IS NOW ORGILL GOLF COURSE.  MARK IS 73 FT
 FE2584'EAST OF NORTHEAST CORNER OF FENCE AROUND MEM-SHELBY CO AIR MONITORING
 FE2584'SITES.  DROVE ORANGE WITNESS POST 1.5 FT SOUTH OF MARK.  RM3 AND RM4
 FE2584'FOUND GOOD CONDITION.  AZ STONE NOT SEARCHED FOR.  *3RD ORDER CLASS I
 FE2584'ELEVATION 393.318 FT.  (119.884 M) ESTABLISHED ON MARK 6/21/95 NGVD
 FE2584'1929. TO REACH MARK FROM INTERSECTION OF HIGHWAY 51 AND NAVY RD IN
 FE2584'MILLINGTON, TN.  PROCEED EAST ON NAVY RD FOR 3.4 MI (5.5 KM) TO
 FE2584'BETHUEL RD.  PROCEED NORTH ON BETHUEL RD FOR 3.0 MI (4.8 KM) TO
 FE2584'MUDVILLE D.  PROCEED 0.6 MI (1.0 KM) EAST ON MUDVILLE RD TO MARK ON
 FE2584'RIGHT.  MARK IS IN EDMUND ORGILL GOLF COURSE 79 FT SOUTH OF C/L OF
 FE2584'MUDVILLE RD, 65 FT WEST OF 18 IN SYCAMONE TREE AND 73 FT EAST OF NE
 FE2584'CORNER OF CHAIN LINK FENCE SURROUNDING MEMPHIS-SHELLEY CO.  HEALTH
 FE2584'DEPT AIR MONITORING STATION, 2 FT NORTH OF ORANGE WITNESS POST.
 FE2584
 FE2584                          STATION RECOVERY (2002)
 FE2584
 FE2584'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2802 ***********************************************************************
 FE2802  DESIGNATION -  KERRVILLE RM 3
 FE2802  PID         -  FE2802
 FE2802  STATE/COUNTY-  TN/SHELBY
 FE2802  USGS QUAD   -  MUNFORD (1983)
 FE2802
 FE2802                         *CURRENT SURVEY CONTROL
 FE2802  ___________________________________________________________________
 FE2802* NAD 83(1986)-  35 22 40.     (N)    089 50 02.     (W)     SCALED    
 FE2802* NAVD 88     -       119.952  (meters)     393.54   (feet)  ADJUSTED  
 FE2802  ___________________________________________________________________
 FE2802  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2802  DYNAMIC HT  -         119.847 (meters)     393.20  (feet)  COMP
 FE2802  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE2802
 FE2802  VERT ORDER  -  FIRST     CLASS II
 FE2802
 FE2802.The horizontal coordinates were scaled from a topographic map and have
 FE2802.an estimated accuracy of +/- 6 seconds.
 FE2802
 FE2802.The orthometric height was determined by differential leveling
 FE2802.and adjusted by the National Geodetic Survey in August 1995..
 FE2802
 FE2802.The geoid height was determined by GEOID03.
 FE2802
 FE2802.The dynamic height is computed by dividing the NAVD 88
 FE2802.geopotential number by the normal gravity value computed on the
 FE2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2802.degrees latitude (g = 980.6199 gals.).
 FE2802
 FE2802.The modeled gravity was interpolated from observed gravity values.
 FE2802
 FE2802;                    North         East    Units  Estimated Accuracy
 FE2802;SPC TN       -   122,700.      251,720.      MT  (+/- 180 meters Scaled)
 FE2802
 FE2802                          SUPERSEDED SURVEY CONTROL
 FE2802
 FE2802.No superseded survey control is available for this station.
 FE2802
 FE2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE425186(NAD 83)
 FE2802_MARKER: DR = REFERENCE MARK DISK
 FE2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2802_SP_SET: CONCRETE POST
 FE2802_STAMPING: KERRVILLE 1957 NO 3 1972
 FE2802_MARK LOGO: CGS   
 FE2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2802+STABILITY: SURFACE MOTION
 FE2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2802+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2802
 FE2802  HISTORY     - Date     Condition        Report By
 FE2802  HISTORY     - 1972     MONUMENTED       NGS
 FE2802  HISTORY     - 19920115 GOOD             NGS
 FE2802  HISTORY     - 20021003 GOOD             USACE
 FE2802
 FE2802                          STATION DESCRIPTION
 FE2802
 FE2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2802'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2802'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2802'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 2.2 KM
 FE2802'(1.35 MI) EASTERLY ALONG MUDVILLE ROAD, 33.7 M (110.6 FT) EAST OF THE
 FE2802'NORTHEAST CORNER OF A CHAIN-LINK FENCE SURROUNDING A MEMPHIS-SHELBY
 FE2802'COUNTY AIR MONITORING STATION, 28.9 M (94.8 FT) SOUTHWEST OF
 FE2802'T-JUNCTION UTILITY POLE NUMBER 41970, 25.2 M (82.7 FT) SOUTH OF THE
 FE2802'CENTERLINE OF THE ROAD, 11.6 M (38.1 FT) EAST OF A WITNESS POST, 8.3
 FE2802'M (27.2 FT) WEST OF A 12-INCH SYCAMORE TREE, 0.6 M (2.0 FT) ABOVE THE
 FE2802'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2802
 FE2802                          STATION RECOVERY (2002)
 FE2802
 FE2802'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2803 ***********************************************************************
 FE2803  DESIGNATION -  KERRVILLE RM 4
 FE2803  PID         -  FE2803
 FE2803  STATE/COUNTY-  TN/SHELBY
 FE2803  USGS QUAD   -  MUNFORD (1983)
 FE2803
 FE2803                         *CURRENT SURVEY CONTROL
 FE2803  ___________________________________________________________________
 FE2803* NAD 83(1986)-  35 22 40.     (N)    089 50 02.     (W)     SCALED    
 FE2803* NAVD 88     -       119.709  (meters)     392.75   (feet)  ADJUSTED  
 FE2803  ___________________________________________________________________
 FE2803  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2803  DYNAMIC HT  -         119.603 (meters)     392.40  (feet)  COMP
 FE2803  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE2803
 FE2803  VERT ORDER  -  FIRST     CLASS II
 FE2803
 FE2803.The horizontal coordinates were scaled from a topographic map and have
 FE2803.an estimated accuracy of +/- 6 seconds.
 FE2803
 FE2803.The orthometric height was determined by differential leveling
 FE2803.and adjusted by the National Geodetic Survey in August 1995..
 FE2803
 FE2803.The geoid height was determined by GEOID03.
 FE2803
 FE2803.The dynamic height is computed by dividing the NAVD 88
 FE2803.geopotential number by the normal gravity value computed on the
 FE2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2803.degrees latitude (g = 980.6199 gals.).
 FE2803
 FE2803.The modeled gravity was interpolated from observed gravity values.
 FE2803
 FE2803;                    North         East    Units  Estimated Accuracy
 FE2803;SPC TN       -   122,700.      251,720.      MT  (+/- 180 meters Scaled)
 FE2803
 FE2803                          SUPERSEDED SURVEY CONTROL
 FE2803
 FE2803.No superseded survey control is available for this station.
 FE2803
 FE2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE425186(NAD 83)
 FE2803_MARKER: DR = REFERENCE MARK DISK
 FE2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2803_SP_SET: CONCRETE POST
 FE2803_STAMPING: KERRVILLE 1957 NO 4 1972
 FE2803_MARK LOGO: CGS   
 FE2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2803+STABILITY: SURFACE MOTION
 FE2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2803+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2803
 FE2803  HISTORY     - Date     Condition        Report By
 FE2803  HISTORY     - 1972     MONUMENTED       NGS
 FE2803  HISTORY     - 19920115 GOOD             NGS
 FE2803  HISTORY     - 20021003 GOOD             USACE
 FE2803
 FE2803                          STATION DESCRIPTION
 FE2803
 FE2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2803'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2803'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2803'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 2.2 KM
 FE2803'(1.35 MI) EASTERLY ALONG MUDVILLE ROAD, 34.3 M (112.5 FT) SOUTHWEST
 FE2803'OF T-JUNCTION UTILITY POLE NUMBER 41970, 27.2 M (89.2 FT) NORTHEAST
 FE2803'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE SURROUNDING A
 FE2803'MEMPHIS-SHELBY COUNTY AIR MONITORING STATION, 22.8 M (74.8 FT)
 FE2803'WEST-NORTHWEST OF A 12-INCH SYCAMORE TREE, 12.6 M (41.3 FT) SOUTH OF
 FE2803'THE CENTERLINE OF THE ROAD, 11.9 M (39.0 FT) NORTH OF A WITNESS POST,
 FE2803'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 FE2803'WITH THE GROUND SURFACE.
 FE2803
 FE2803                          STATION RECOVERY (2002)
 FE2803
 FE2803'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2558 ***********************************************************************
 GB2558  DESIGNATION -  KESTER
 GB2558  PID         -  GB2558
 GB2558  STATE/COUNTY-  TN/ANDERSON
 GB2558  USGS QUAD   -  LAKE CITY (1973)
 GB2558
 GB2558                         *CURRENT SURVEY CONTROL
 GB2558  ___________________________________________________________________
 GB2558* NAD 83(1995)-  36 10 44.80338(N)    084 08 14.68253(W)     ADJUSTED  
 GB2558* NAVD 88     -       362.5    (meters)    1189.     (feet)  VERTCON   
 GB2558  ___________________________________________________________________
 GB2558  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 GB2558  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB2558
 GB2558  HORZ ORDER  -  SECOND
 GB2558
 GB2558.The horizontal coordinates were established by classical geodetic methods
 GB2558.and adjusted by the National Geodetic Survey in April 1999..
 GB2558
 GB2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2558
 GB2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2558
 GB2558.The geoid height was determined by GEOID03.
 GB2558
 GB2558;                    North         East     Units Scale Factor Converg.
 GB2558;SPC TN       -   206,383.358   767,541.515   MT  0.99996648   +1 05 25.6
 GB2558;SPC TN       -   677,109.40  2,518,175.79   sFT  0.99996648   +1 05 25.6
 GB2558;UTM  16      - 4,007,613.150   757,446.338   MT  1.00041672   +1 41 26.7
 GB2558
 GB2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2558!SPC TN       -   0.99994787  x   0.99996648  =   0.99991436
 GB2558!UTM  16      -   0.99994787  x   1.00041672  =   1.00036457
 GB2558
 GB2558|---------------------------------------------------------------------|
 GB2558| PID    Reference Object                     Distance      Geod. Az  |
 GB2558|                                                           dddmmss.s |
 GB2558| DB9533 KESTER RM 1                           6.994 METERS 13919     |
 GB2558| GB0828 KESTER AZ MK                                       2165614.5 |
 GB2558| DB9534 KESTER RM 2                           6.142 METERS 31302     |
 GB2558|---------------------------------------------------------------------|
 GB2558
 GB2558                          SUPERSEDED SURVEY CONTROL
 GB2558
 GB2558  NAD 83(1995)-  36 10 44.80697(N)    084 08 14.68608(W) AD(       ) 2
 GB2558  NAD 83(1995)-  36 10 44.80756(N)    084 08 14.68583(W) AD(       ) 2
 GB2558  NAD 83(1986)-  36 10 44.81487(N)    084 08 14.68197(W) AD(       ) 2
 GB2558  NAD 27      -  36 10 44.53580(N)    084 08 14.97264(W) AD(       ) 2
 GB2558  NGVD 29 (07/19/86)  362.6    (m)         1190.     (f) VERT ANG       
 GB2558
 GB2558.Superseded values are not recommended for survey control.
 GB2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2558.See file dsdata.txt to determine how the superseded data were derived.
 GB2558
 GB2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5744607613(NAD 83)
 GB2558_MARKER: DD = SURVEY DISK
 GB2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2558
 GB2558  HISTORY     - Date     Condition        Report By
 GB2558  HISTORY     - 1964     MONUMENTED       TNHD
 GB2558
 GB2558                          STATION DESCRIPTION
 GB2558
 GB2558'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2558'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF CLINTON AND ABOUT 1/2
 GB2558'MILE EAST OF U.S.  HIGHWAY
 GB2558'25W ON THE PROPERTY OF MR.  KESTERSON.  A KEY MAY BE
 GB2558'OBTAINED FROM HIM AT THE GROCERY
 GB2558'STORE ACROSS THE HIGHWAY FROM THE
 GB2558'DRIVE.
 GB2558'
 GB2558'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY
 GB2558'ON U.S.  HIGHWAY 25W FOR
 GB2558'3.0 MILES TO A DRIVE ON THE LEFT LEADING TO A LARGE
 GB2558'BRICK HOUSE, TURN LEFT AND GO 0.05
 GB2558'MILE TO WHERE THE DRIVE TURNS
 GB2558'RIGHT AND A TRACK ROAD CONTINUES STRAIGHT AHEAD,
 GB2558'CONTINUE STRAIGHT
 GB2558'AHEAD FOR 0.1 MILE TO A LOCKED GATE, CONTINUE UP HILL FOR 0.3 MILE
 GB2558'TO A BARN, TURN
 GB2558'RIGHT AND PASS ON THE EAST SIDE OF THE BARN AND GO
 GB2558'SOUTHERLY FOR 0.15 MILE TO THE
 GB2558'HIGHEST POINT OF THE KNOLL.
 GB2558'
 GB2558'THE STATION IS ABOUT 50 FEET WEST OF THE HIGHEST POINT OF THE KNOLL
 GB2558'AND ABOUT 2 FEET LOWER.
 GB2558'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2558'TENNESSEE HIGHWAY DEPARTMENT
 GB2558'DISKS AND THE DISKS ARE STAMPED KESTER
 GB2558'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2558'BELOW THE SURFACE.
 GB2558'THE SURFACE DISK IS SET IN A 10-INCH, SQUARE , FLUSH, CONCRETE
 GB2558'MONUMENT.
 GB2558'
 GB2558'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2558'SET IN A 10-INCH, SQUARE,
 GB2558'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2558'KESTER RM-1 1964.
 GB2558'
 GB2558'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2558'SET IN A 10-INCH, SQUARE,
 GB2558'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2558'KESTER RM-2 1964.
 GB2558'
 GB2558'THE AZIMUTH MARK IS 28 FEET NORTHEAST OF A GRAVELED DRIVE, 26 FEET
 GB2558'WEST OF THE APPROXIMATE
 GB2558'CENTER OF U.S.  HIGHWAY 25W AND 3.1 FEET SOUTH OF A POWER
 GB2558'POLE.  IT IS A STANDARD
 GB2558'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2558'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB2558'AND THE DISK IS STAMPED
 GB2558'KESTER AZI 1964.
 GB2558'
 GB2558'TO REACH THE AZIMUTH MARK FROM THE DRIVE, GO SOUTH FOR 0.35 MILE TO
 GB2558'THE AZIMUTH MARK ON THE
 GB2558'RIGHT.
 GB2558'
 GB2558'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT WOOD STAND.
 GB2558'
 GB2558'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0828 ***********************************************************************
 GB0828  DESIGNATION -  KESTER AZ MK
 GB0828  PID         -  GB0828
 GB0828  STATE/COUNTY-  TN/ANDERSON
 GB0828  USGS QUAD   -  LAKE CITY (1973)
 GB0828
 GB0828                         *CURRENT SURVEY CONTROL
 GB0828  ___________________________________________________________________
 GB0828* NAD 83(1986)-  36 10 21.     (N)    084 08 36.     (W)     SCALED    
 GB0828* NAVD 88     -       259.487  (meters)     851.33   (feet)  ADJUSTED  
 GB0828  ___________________________________________________________________
 GB0828  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB0828  DYNAMIC HT  -         259.253 (meters)     850.57  (feet)  COMP
 GB0828  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GB0828
 GB0828  VERT ORDER  -  SECOND    CLASS 0
 GB0828
 GB0828.The horizontal coordinates were scaled from a topographic map and have
 GB0828.an estimated accuracy of +/- 6 seconds.
 GB0828
 GB0828.The orthometric height was determined by differential leveling
 GB0828.and adjusted by the National Geodetic Survey in June 1991..
 GB0828
 GB0828.The geoid height was determined by GEOID03.
 GB0828
 GB0828.The dynamic height is computed by dividing the NAVD 88
 GB0828.geopotential number by the normal gravity value computed on the
 GB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0828.degrees latitude (g = 980.6199 gals.).
 GB0828
 GB0828.The modeled gravity was interpolated from observed gravity values.
 GB0828
 GB0828;                    North         East    Units  Estimated Accuracy
 GB0828;SPC TN       -   205,640.      767,020.      MT  (+/- 180 meters Scaled)
 GB0828
 GB0828                          SUPERSEDED SURVEY CONTROL
 GB0828
 GB0828  NGVD 29 (??/??/??)  259.66   (m)          851.9    (f) RESET       3  
 GB0828
 GB0828.Superseded values are not recommended for survey control.
 GB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0828.See file dsdata.txt to determine how the superseded data were derived.
 GB0828
 GB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF569068(NAD 83)
 GB0828_MARKER: DZ = AZIMUTH MARK DISK
 GB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0828_STAMPING: KESTER AZI 1964
 GB0828_MARK LOGO: TNHD  
 GB0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0828+STABILITY: SURFACE MOTION
 GB0828
 GB0828  HISTORY     - Date     Condition        Report By
 GB0828  HISTORY     - 1964     MONUMENTED       TNHD
 GB0828  HISTORY     - 1977     MARK NOT FOUND   NGS
 GB0828
 GB0828                          STATION DESCRIPTION
 GB0828
 GB0828'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0828'3.4 MI S FROM LAKE CITY.
 GB0828'FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY ON U.S. HIGHWAY
 GB0828'25W FOR 3.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THE MARK IS
 GB0828'28 FEET NORTHEAST OF A GRAVELED DRIVE, 26 FEET WEST OF THE
 GB0828'APPROXIMATE CENTER OF U.S. HIGHWAY 25W AND 3.1 FEET SOUTH OF A
 GB0828'POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0828'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GB0828'FLUSH WITH THE GROUND.
 GB0828
 GB0828                          STATION RECOVERY (1977)
 GB0828
 GB0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GB0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1882 ***********************************************************************
 FC1882  DESIGNATION -  KETNER
 FC1882  PID         -  FC1882
 FC1882  STATE/COUNTY-  TN/MARION
 FC1882  USGS QUAD   -  KETNER GAP (1976)
 FC1882
 FC1882                         *CURRENT SURVEY CONTROL
 FC1882  ___________________________________________________________________
 FC1882* NAD 83(1995)-  35 10 50.48253(N)    085 27 24.81139(W)     ADJUSTED  
 FC1882* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 FC1882  ___________________________________________________________________
 FC1882  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FC1882  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1882
 FC1882  HORZ ORDER  -  SECOND
 FC1882
 FC1882.The horizontal coordinates were established by classical geodetic methods
 FC1882.and adjusted by the National Geodetic Survey in April 1999..
 FC1882
 FC1882.The orthometric height was scaled from a topographic map.
 FC1882
 FC1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1882
 FC1882.The geoid height was determined by GEOID03.
 FC1882
 FC1882;                    North         East     Units Scale Factor Converg.
 FC1882;SPC TN       -    94,152.151   649,470.483   MT  1.00001295   +0 19 04.6
 FC1882;SPC TN       -   308,897.52  2,130,804.41   sFT  1.00001295   +0 19 04.6
 FC1882;UTM  16      - 3,894,171.445   640,506.672   MT  0.99984331   +0 53 21.2
 FC1882
 FC1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1882!SPC TN       -   0.99990161  x   1.00001295  =   0.99991456
 FC1882!UTM  16      -   0.99990161  x   0.99984331  =   0.99974493
 FC1882
 FC1882|---------------------------------------------------------------------|
 FC1882| PID    Reference Object                     Distance      Geod. Az  |
 FC1882|                                                           dddmmss.s |
 FC1882| CG6685 KETNER RM 1                          25.728 METERS 10817     |
 FC1882| FC1859 SIGNAL MOUNTAIN STANDPIPE           APPROX.12.2 KM 1150848.0 |
 FC1882| CG6686 KETNER RM 2                          16.581 METERS 20842     |
 FC1882| CG6684 KETNER AZ MK                                       2924150.5 |
 FC1882|---------------------------------------------------------------------|
 FC1882
 FC1882                          SUPERSEDED SURVEY CONTROL
 FC1882
 FC1882  NAD 83(1995)-  35 10 50.48300(N)    085 27 24.81168(W) AD(       ) 2
 FC1882  NAD 83(1995)-  35 10 50.48302(N)    085 27 24.81299(W) AD(       ) 2
 FC1882  NAD 83(1995)-  35 10 50.48408(N)    085 27 24.81110(W) AD(       ) 2
 FC1882  NAD 83(1986)-  35 10 50.48499(N)    085 27 24.81113(W) AD(       ) 2
 FC1882  NAD 27      -  35 10 50.21700(N)    085 27 24.94300(W) AD(       ) 2
 FC1882
 FC1882.Superseded values are not recommended for survey control.
 FC1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1882.See file dsdata.txt to determine how the superseded data were derived.
 FC1882
 FC1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4050794171(NAD 83)
 FC1882_MARKER: DS = TRIANGULATION STATION DISK
 FC1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1882
 FC1882  HISTORY     - Date     Condition        Report By
 FC1882  HISTORY     - 1934     MONUMENTED       CGS
 FC1882  HISTORY     - 1972     GOOD             LOCENG
 FC1882
 FC1882                          STATION DESCRIPTION
 FC1882
 FC1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1882'ABOUT 5.75 MILES EAST-NORTHEAST OF WHITWEL, ON FIRST PROMINENT POINT
 FC1882'0.5 MILE SOUTH OF POINT WHERE STATE ROUTE 27 PASSES THROUGH KETNER
 FC1882'GAP, AND ON WEST EDGE OF WALDRON RIDGE. TO REACH FROM JUNCTION OF
 FC1882'STATE ROUTES 108 AND 27 NEAR WHITWEL, FOLLOW ROUTE 27 EAST 6.95
 FC1882'MILES TO DIRT ROAD AT TOP OF GRADE (KETNER GAP), TURN RIGHT ONTO DIRT
 FC1882'ROAD AND GO 0.2 MILE, FOLLOW RIGHT FORK 0.2 MILE, FOLLOW RIGHT
 FC1882'FORK 0.15 MILE TO JUNCTION OF FOUR ROADS, AND FOLLOW MIDDLE FORK 0.6
 FC1882'MILE TO JUNCTION WITH DIM ROAD AND STATION SITE. STATION IS 130
 FC1882'FEET NORTHWEST OF JUNCTION, ABOUT 60 FEET SOUTHEAST OF
 FC1882'NORTHWEST EDGE OF SUMMIT, AND 25 FEET SOUTH-SOUTHWEST OF CROOKED
 FC1882'18-INCH TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC1882'STATION DISKS IN CONCRETE. REFERENCE MARK NO. 1 IS
 FC1882'STANDARD REFERENCE DISK IN CONCRETE, DOWN SLOPE TOWARD
 FC1882'ROAD, AND 84.41 FEET FROM STATION, S 71 DEG 43 MIN E. NO. 2 IS
 FC1882'STANDARD REFERENCE DISK IN LARGE FLAT ROCK OUTCROP AND 54.40 FEET
 FC1882'FROM STATION S 28 DEG 42 MIN W. AZIMUTH MARK IS STANDARD
 FC1882'REFERENCE DISK IN CONCRETE, AT SOUTH EDGE OF FIELD, INSIDE
 FC1882'FENCE, 0.5 MILE EAST OF JUNCTION OF STATE ROUTES 27 AND 28, 30 FEET
 FC1882'NORTH OF CENTER LINE OF ROUTE 27, AND 1.5 MILES FROM STATION.
 FC1882'N 67 DEG 18 MIN W.
 FC1882
 FC1882                          STATION RECOVERY (1972)
 FC1882
 FC1882'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1882'RECOVERED BY ERVIN AND FINLEY.
 FC1882'
 FC1882'GOOD
 FC1882'
 FC1882'KETNER 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1313 ***********************************************************************
 FE1313  DESIGNATION -  KI 42
 FE1313  PID         -  FE1313
 FE1313  STATE/COUNTY-  TN/FAYETTE
 FE1313  USGS QUAD   -  LAMBERT (1983)
 FE1313
 FE1313                         *CURRENT SURVEY CONTROL
 FE1313  ___________________________________________________________________
 FE1313* NAD 83(1986)-  35 20 02.     (N)    089 28 57.     (W)     SCALED    
 FE1313* NAVD 88     -        93.218  (meters)     305.83   (feet)  ADJUSTED  
 FE1313  ___________________________________________________________________
 FE1313  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1313  DYNAMIC HT  -          93.135 (meters)     305.56  (feet)  COMP
 FE1313  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE1313
 FE1313  VERT ORDER  -  SECOND    CLASS 0
 FE1313
 FE1313.The horizontal coordinates were scaled from a topographic map and have
 FE1313.an estimated accuracy of +/- 6 seconds.
 FE1313
 FE1313.The orthometric height was determined by differential leveling
 FE1313.and adjusted by the National Geodetic Survey in June 1991..
 FE1313
 FE1313.The geoid height was determined by GEOID03.
 FE1313
 FE1313.The dynamic height is computed by dividing the NAVD 88
 FE1313.geopotential number by the normal gravity value computed on the
 FE1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1313.degrees latitude (g = 980.6199 gals.).
 FE1313
 FE1313.The modeled gravity was interpolated from observed gravity values.
 FE1313
 FE1313;                    North         East    Units  Estimated Accuracy
 FE1313;SPC TN       -   116,640.      283,460.      MT  (+/- 180 meters Scaled)
 FE1313
 FE1313                          SUPERSEDED SURVEY CONTROL
 FE1313
 FE1313  NGVD 29 (??/??/??)   93.200  (m)          305.77   (f) ADJUSTED    2 0
 FE1313
 FE1313.Superseded values are not recommended for survey control.
 FE1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1313.See file dsdata.txt to determine how the superseded data were derived.
 FE1313
 FE1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE743128(NAD 83)
 FE1313_MARKER: DD = SURVEY DISK
 FE1313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1313_STAMPING: BM KI 42
 FE1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1313
 FE1313  HISTORY     - Date     Condition        Report By
 FE1313  HISTORY     - UNK      MONUMENTED       DOD
 FE1313  HISTORY     - 1958     GOOD             CGS
 FE1313  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1313
 FE1313                          STATION DESCRIPTION
 FE1313
 FE1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1313'5.7 MI SE FROM BRADEN.
 FE1313'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM THE L. AND N.
 FE1313'RR CROSSING AT BRADEN, 36.0 FT. EAST OF THE CENTER LINE OF A
 FE1313'TRACK ROAD, 36.0 FT. NORTH-NORTHEAST OF A CROSS ROAD INTERSECTION,
 FE1313'34.0 FT. NORTH OF THE CENTER OF STATE HIGHWAY 59, 5.0 FT. SOUTH OF
 FE1313'A POWERLINE BRACE POLE, A U.S. ENGINEERS DISK SET ON TOP OF A
 FE1313'STEEL PIPE PROJECTING 0.5 FT. ABOUT LEVEL WITH THE HIGHWAY.
 FE1313
 FE1313                          STATION RECOVERY (2002)
 FE1313
 FE1313'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2551 ***********************************************************************
 GB2551  DESIGNATION -  KILE
 GB2551  PID         -  GB2551
 GB2551  STATE/COUNTY-  TN/ANDERSON
 GB2551  USGS QUAD   -  CLINTON (1990)
 GB2551
 GB2551                         *CURRENT SURVEY CONTROL
 GB2551  ___________________________________________________________________
 GB2551* NAD 83(1995)-  36 04 19.32626(N)    084 13 19.66940(W)     ADJUSTED  
 GB2551* NAVD 88     -       315.5    (meters)    1035.     (feet)  VERTCON   
 GB2551  ___________________________________________________________________
 GB2551  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GB2551  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB2551
 GB2551  HORZ ORDER  -  SECOND
 GB2551
 GB2551.The horizontal coordinates were established by classical geodetic methods
 GB2551.and adjusted by the National Geodetic Survey in April 1999..
 GB2551
 GB2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2551
 GB2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2551
 GB2551.The geoid height was determined by GEOID03.
 GB2551
 GB2551;                    North         East     Units Scale Factor Converg.
 GB2551;SPC TN       -   194,362.640   760,137.677   MT  0.99995700   +1 02 27.0
 GB2551;SPC TN       -   637,671.43  2,493,885.03   sFT  0.99995700   +1 02 27.0
 GB2551;UTM  16      - 3,995,510.588   750,165.205   MT  1.00037119   +1 38 11.3
 GB2551
 GB2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2551!SPC TN       -   0.99995526  x   0.99995700  =   0.99991226
 GB2551!UTM  16      -   0.99995526  x   1.00037119  =   1.00032643
 GB2551
 GB2551|---------------------------------------------------------------------|
 GB2551| PID    Reference Object                     Distance      Geod. Az  |
 GB2551|                                                           dddmmss.s |
 GB2551| DB9545 KILE RM 1                             8.086 METERS 08421     |
 GB2551| GB0733 KILE AZ MK                          APPROX. 1.2 KM 1154655.8 |
 GB2551| DB9546 KILE RM 2                             7.743 METERS 25816     |
 GB2551|---------------------------------------------------------------------|
 GB2551
 GB2551                          SUPERSEDED SURVEY CONTROL
 GB2551
 GB2551  NAD 83(1995)-  36 04 19.33164(N)    084 13 19.67008(W) AD(       ) 2
 GB2551  NAD 83(1995)-  36 04 19.33154(N)    084 13 19.66922(W) AD(       ) 2
 GB2551  NAD 83(1986)-  36 04 19.33834(N)    084 13 19.66703(W) AD(       ) 2
 GB2551  NAD 27      -  36 04 19.05773(N)    084 13 19.95012(W) AD(       ) 2
 GB2551  NGVD 29 (07/19/86)  315.6    (m)         1035.     (f) VERT ANG       
 GB2551
 GB2551.Superseded values are not recommended for survey control.
 GB2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2551.See file dsdata.txt to determine how the superseded data were derived.
 GB2551
 GB2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5016595511(NAD 83)
 GB2551_MARKER: DD = SURVEY DISK
 GB2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2551
 GB2551  HISTORY     - Date     Condition        Report By
 GB2551  HISTORY     - 1965     MONUMENTED       TNHD
 GB2551
 GB2551                          STATION DESCRIPTION
 GB2551
 GB2551'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2551'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CLINTON.
 GB2551'
 GB2551'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2551'ROUTE 95 ABOUT 6 MILES
 GB2551'SOUTHWEST OF CLINTON, GO 1.15 MILES WEST ON STATE ROUTE
 GB2551'61 TO A PAVED ROAD (MARLOW CR.)
 GB2551'ON THE RIGHT, TURN RIGHT AND GO 0.7
 GB2551'MILE WEST TO A GRAVELED ROAD (BUSH RD.) ON THE
 GB2551'RIGHT, JUST BEFORE
 GB2551'REACHING A WOOD RAILROAD BRIDGE, TURN RIGHT AND GO 50 FEET NORTH
 GB2551'TO A GRAVELED ROAD
 GB2551'ON THE RIGHT, TURN RIGHT AND GO 0.5 MILE NORTHEAST TO
 GB2551'THE STATION ON THE RIGHT.
 GB2551'
 GB2551'THE STATION MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2551'GRAVELED ROAD, 3.6 FEET
 GB2551'WEST OF A WITNESS POST, 3 FEET NORTH OF A BARB WIRE
 GB2551'FENCE AND 2 FEET NORTHWEST OF A
 GB2551'FENCE POST.  THE SURFACE AND
 GB2551'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2551'DEPARTMENT DISKS AND
 GB2551'THE DISKS ARE STAMPED KILE 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GB2551'INCHES BELOW THE
 GB2551'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB2551'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2551'
 GB2551'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2551'THE GRAVELED ROAD, 2 FEET
 GB2551'NORTHWEST OF A FENCE POST AND 1 FOOT NORTH OF THE FENCE.
 GB2551'IT IS A STANDARD TENNESSEE
 GB2551'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2551'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2551'IS STAMPED KILE RM-1
 GB2551'1964.
 GB2551'
 GB2551'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2551'THE GRAVELED ROAD, 1 FOOT
 GB2551'NORTH OF THE FENCE AND 1 FOOT NORTH OF A FENCE POST.  IT
 GB2551'IS A STANDARD TENNESSEE HIGHWAY
 GB2551'DEPARTMENT DISK SET IN A 10-INCH
 GB2551'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2551'STAMPED KILE RM-2
 GB2551'1964.
 GB2551'
 GB2551'THE AZIMUTH MARK IS 33 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GB2551'PAVED ROAD, 5 FEET
 GB2551'NORTHEAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT AND
 GB2551'3.7 FEET EAST OF A WITNESS
 GB2551'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2551'DEPARTMENT DISK SET IN A 10 INCH SQUARE,
 GB2551'FLUSH, CONCRETE MONUMENT AND
 GB2551'THE DISK IS STAMPED KILE AZI 1964.
 GB2551'
 GB2551'TO REACH THE AZIMUTH MARK GO 0.7 MILE WEST ON STATE ROUTE 61 TO
 GB2551'CUMBERLAND VIEW ROAD ON
 GB2551'THE RIGHT, TURN RIGHT AND GO 0.1 MILE NORTHWEST TO THE
 GB2551'MARK ON THE LEFT.
 GB2551'
 GB2551'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2551'
 GB2551'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2551'
 GB2551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0733 ***********************************************************************
 GB0733  DESIGNATION -  KILE AZ MK
 GB0733  PID         -  GB0733
 GB0733  STATE/COUNTY-  TN/ANDERSON
 GB0733  USGS QUAD   -  CLINTON (1990)
 GB0733
 GB0733                         *CURRENT SURVEY CONTROL
 GB0733  ___________________________________________________________________
 GB0733* NAD 83(1995)-  36 04 02.92093(N)    084 12 37.84219(W)     ADJUSTED  
 GB0733* NAVD 88     -       312.047  (meters)    1023.77   (feet)  ADJUSTED  
 GB0733  ___________________________________________________________________
 GB0733  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GB0733  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB0733  DYNAMIC HT  -         311.762 (meters)    1022.84  (feet)  COMP
 GB0733  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GB0733
 GB0733  HORZ ORDER  -  SECOND
 GB0733  VERT ORDER  -  SECOND    CLASS 0
 GB0733
 GB0733.The horizontal coordinates were established by classical geodetic methods
 GB0733.and adjusted by the National Geodetic Survey in April 1999..
 GB0733
 GB0733.The orthometric height was determined by differential leveling
 GB0733.and adjusted by the National Geodetic Survey in June 1991..
 GB0733
 GB0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0733
 GB0733.The geoid height was determined by GEOID03.
 GB0733
 GB0733.The dynamic height is computed by dividing the NAVD 88
 GB0733.geopotential number by the normal gravity value computed on the
 GB0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0733.degrees latitude (g = 980.6199 gals.).
 GB0733
 GB0733.The modeled gravity was interpolated from observed gravity values.
 GB0733
 GB0733;                    North         East     Units Scale Factor Converg.
 GB0733;SPC TN       -   193,876.169   761,193.332   MT  0.99995667   +1 02 51.5
 GB0733;SPC TN       -   636,075.40  2,497,348.46   sFT  0.99995667   +1 02 51.5
 GB0733;UTM  16      - 3,995,034.919   751,226.302   MT  1.00037775   +1 38 35.3
 GB0733
 GB0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0733!SPC TN       -   0.99995580  x   0.99995667  =   0.99991247
 GB0733!UTM  16      -   0.99995580  x   1.00037775  =   1.00033353
 GB0733
 GB0733                          SUPERSEDED SURVEY CONTROL
 GB0733
 GB0733  NAD 83(1995)-  36 04 02.92616(N)    084 12 37.84295(W) AD(       ) 2
 GB0733  NAD 83(1995)-  36 04 02.92604(N)    084 12 37.84202(W) AD(       ) 2
 GB0733  NAD 83(1986)-  36 04 02.93286(N)    084 12 37.83984(W) AD(       ) 2
 GB0733  NAD 27      -  36 04 02.65166(N)    084 12 38.12445(W) AD(       ) 2
 GB0733  NGVD 29 (??/??/??)  312.23   (m)         1024.4    (f) RESET       3  
 GB0733
 GB0733.Superseded values are not recommended for survey control.
 GB0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0733.See file dsdata.txt to determine how the superseded data were derived.
 GB0733
 GB0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5122695035(NAD 83)
 GB0733_MARKER: DZ = AZIMUTH MARK DISK
 GB0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0733_STAMPING: KILE AZI 1964
 GB0733_MARK LOGO: TNHD  
 GB0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0733+STABILITY: SURFACE MOTION
 GB0733
 GB0733  HISTORY     - Date     Condition        Report By
 GB0733  HISTORY     - 1965     MONUMENTED       TNHD
 GB0733  HISTORY     - 1965     GOOD             TNHD
 GB0733
 GB0733                          STATION DESCRIPTION
 GB0733
 GB0733'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0733'THE AZIMUTH MARK IS 33 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GB0733'PAVED ROAD, 5 FEET
 GB0733'NORTHEAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT AND
 GB0733'3.7 FEET EAST OF A WITNESS
 GB0733'POST.  IT IS A STANDARD TENNESSEE HIGHWAY      DP0000
 GB0733'DEPARTMENT DISK SET IN A 10 INCH SQUARE,
 GB0733'FLUSH, CONCRETE MONUMENT AND
 GB0733'THE DISK IS STAMPED KILE AZI 1964.
 GB0733'
 GB0733'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB0733'ROUTE 95 ABOUT 6 MILES
 GB0733'SOUTHWEST OF CLINTON, GO 1.15 MILES WEST ON STATE ROUTE
 GB0733'61 TO A PAVED ROAD (MARLOW CR.)
 GB0733'ON THE RIGHT, TURN RIGHT AND GO 0.7
 GB0733'MILE WEST TO A GRAVELED ROAD (BUSH RD.) ON THE
 GB0733'RIGHT, JUST BEFORE
 GB0733'REACHING A WOOD RAILROAD BRIDGE, TURN RIGHT AND GO 50 FEET NORTH
 GB0733'TO A GRAVELED ROAD
 GB0733'ON THE RIGHT, TURN RIGHT AND GO 0.5 MILE NORTHEAST TO
 GB0733'THE STATION ON THE RIGHT.
 GB0733'SEE STATION KILE THD
 GB0733
 GB0733                          STATION RECOVERY (1965)
 GB0733
 GB0733'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0733'5 MI SW FROM CLINTON.
 GB0733'FROM THE JUNCTION OF STATE ROUTE 61 AND STATE ROUTE 95, ABOUT
 GB0733'6 MILES SOUTHWEST OF CLINTON, GO 1.2 MILES WEST ON STATE ROUTE
 GB0733'61 TO A PAVED ROAD (MARLOW CR.) ON THE RIGHT, TURN RIGHT AND GO
 GB0733'APPROXIMATELY 0.1 MILE TO THE MARK ON THE LEFT, 33 FEET SOUTHWEST
 GB0733'OF THE APPROXIMATE CENTER OF MARLOW CR., 5 FEET NORTHEAST OF THE
 GB0733'EDGE OF THE BANK OF A HIGHWAY CUT AND 3.7 FEET EAST OF A WITNESS
 GB0733'POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0733'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED KILE AZI
 GB0733'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7712 ***********************************************************************
 DG7712  CBN         -  This is a Cooperative Base Network Control Station.
 DG7712  DESIGNATION -  KILO MNAA
 DG7712  PID         -  DG7712
 DG7712  STATE/COUNTY-  TN/DAVIDSON
 DG7712  USGS QUAD   -  NASHVILLE EAST (1983)
 DG7712
 DG7712                         *CURRENT SURVEY CONTROL
 DG7712  ___________________________________________________________________
 DG7712* NAD 83(1995)-  36 08 01.28582(N)    086 41 21.03201(W)     ADJUSTED  
 DG7712* NAVD 88     -       171.0    (meters)     561.     (feet)  GPS OBS   
 DG7712  ___________________________________________________________________
 DG7712  X           -     297,852.276 (meters)                     COMP
 DG7712  Y           -  -5,148,771.798 (meters)                     COMP
 DG7712  Z           -   3,740,266.298 (meters)                     COMP
 DG7712  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DG7712  ELLIP HEIGHT-         141.74  (meters)          (08/03/04) GPS OBS
 DG7712  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG7712
 DG7712  HORZ ORDER  -  A
 DG7712  ELLP ORDER  -  FOURTH    CLASS I
 DG7712
 DG7712.The horizontal coordinates were established by GPS observations
 DG7712.and adjusted by the National Geodetic Survey in August 2004..
 DG7712
 DG7712.The orthometric height was determined by GPS observations and a
 DG7712.high-resolution geoid model.
 DG7712
 DG7712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7712
 DG7712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7712
 DG7712.The ellipsoidal height was determined by GPS observations
 DG7712.and is referenced to NAD 83.
 DG7712
 DG7712.The geoid height was determined by GEOID03.
 DG7712
 DG7712;                    North         East     Units Scale Factor Converg.
 DG7712;SPC TN       -   199,967.542   537,969.307   MT  0.99996203   -0 24 12.5
 DG7712;SPC TN       -   656,060.18  1,764,987.63   sFT  0.99996203   -0 24 12.5
 DG7712;UTM  16      - 3,998,821.582   527,966.551   MT  0.99960964   +0 10 59.8
 DG7712
 DG7712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7712!SPC TN       -   0.99997775  x   0.99996203  =   0.99993979
 DG7712!UTM  16      -   0.99997775  x   0.99960964  =   0.99958740
 DG7712
 DG7712                          SUPERSEDED SURVEY CONTROL
 DG7712
 DG7712.No superseded survey control is available for this station.
 DG7712
 DG7712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2796798822(NAD 83)
 DG7712_MARKER: DD = SURVEY DISK
 DG7712_SETTING: 66 = SET IN ROCK OUTCROP
 DG7712_STAMPING: MNA 5
 DG7712_MARK LOGO: NASHAP
 DG7712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7712+STABILITY: POSITION/ELEVATION WELL
 DG7712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7712+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7712
 DG7712  HISTORY     - Date     Condition        Report By
 DG7712  HISTORY     - 1991     MONUMENTED       NASHAP
 DG7712  HISTORY     - 20031010 GOOD             TNHD
 DG7712
 DG7712                          STATION DESCRIPTION
 DG7712
 DG7712'DESCRIBED BY TN HIGHWAY DEPT 2003 (MF)
 DG7712'THE STATION IS LOCATED NEAR THE MIDDLE OF THE NASHVILLE AIRPORT.
 DG7712' 
 DG7712'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7712'DRIVE, NASHVILLE, TN 37214.
 DG7712' 
 DG7712'TO REACH THE STATION FROM THE INTERSECTION OF THER TERMINAL RAMP,
 DG7712'PROCEED WEST TO TAXIWAY T-2.  PROCEED VIA TAXIWAY BRAVO SOUTH ACROSS
 DG7712'RUNWAY 13-31 TO TAXIWAY KILO, CONTINUE WEST ON KILO FOR 2700 FT
 DG7712'(822.96 M).  STATION IS ON THE LEFT ON TOP OF OUTCROPPING.  STATION IS
 DG7712'INDICATED WITH A FIBERGLASS WITNESS SIGN ADJACENT TO THE STATION.
 DG7712' 
 DG7712'THE STATION IS 157.4 FT (47.98 M) SOUTH OF THE CENTERLINE OF TAXIWAY
 DG7712'KILO AND 146.8 FT (44.74 M) NORTH FROM THE AOA FENCE.  THE ALUMINUM
 DG7712'CAP IS RECESSED 0.69 FT (0.21 M) BELOW THE SURFACE OF THE GROUND AND
 DG7712'IS STAMPED-- MNAA 5--.  ACCESS TO THE FIELD IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0008 ***********************************************************************
 GB0008  DESIGNATION -  KIN
 GB0008  PID         -  GB0008
 GB0008  STATE/COUNTY-  TN/SCOTT
 GB0008  USGS QUAD   -  WINFIELD (1982)
 GB0008
 GB0008                         *CURRENT SURVEY CONTROL
 GB0008  ___________________________________________________________________
 GB0008* NAD 83(1995)-  36 32 17.11677(N)    084 27 48.32521(W)     ADJUSTED  
 GB0008* NAVD 88     -       433.617  (meters)    1422.63   (feet)  ADJUSTED  
 GB0008  ___________________________________________________________________
 GB0008  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 GB0008  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0008  DYNAMIC HT  -         433.250 (meters)    1421.42  (feet)  COMP
 GB0008  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GB0008
 GB0008  HORZ ORDER  -  SECOND
 GB0008  VERT ORDER  -  FIRST     CLASS I
 GB0008
 GB0008.The horizontal coordinates were established by classical geodetic methods
 GB0008.and adjusted by the National Geodetic Survey in April 1999..
 GB0008
 GB0008.The orthometric height was determined by differential leveling
 GB0008.and adjusted by the National Geodetic Survey in June 1991..
 GB0008
 GB0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0008
 GB0008.The geoid height was determined by GEOID03.
 GB0008
 GB0008.The dynamic height is computed by dividing the NAVD 88
 GB0008.geopotential number by the normal gravity value computed on the
 GB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0008.degrees latitude (g = 980.6199 gals.).
 GB0008
 GB0008.The modeled gravity was interpolated from observed gravity values.
 GB0008
 GB0008;                    North         East     Units Scale Factor Converg.
 GB0008;SPC TN       -   245,702.862   737,593.732   MT  1.00002379   +0 53 58.5
 GB0008;SPC TN       -   806,110.14  2,419,922.10   sFT  1.00002379   +0 53 58.5
 GB0008;UTM  16      - 4,046,626.640   727,074.241   MT  1.00023532   +1 30 38.9
 GB0008
 GB0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0008!SPC TN       -   0.99993650  x   1.00002379  =   0.99996029
 GB0008!UTM  16      -   0.99993650  x   1.00023532  =   1.00017181
 GB0008
 GB0008|---------------------------------------------------------------------|
 GB0008| PID    Reference Object                     Distance      Geod. Az  |
 GB0008|                                                           dddmmss.s |
 GB0008| DB9548 KIN RM 1                             22.715 METERS 07538     |
 GB0008| GB0007 KIN RM 2                             33.043 METERS 24611     |
 GB0008| GB0009 KIN AZ MK                                          2660058.2 |
 GB0008|---------------------------------------------------------------------|
 GB0008
 GB0008                          SUPERSEDED SURVEY CONTROL
 GB0008
 GB0008  NAD 83(1995)-  36 32 17.11729(N)    084 27 48.32517(W) AD(       ) 2
 GB0008  NAD 83(1995)-  36 32 17.12590(N)    084 27 48.32834(W) AD(       ) 2
 GB0008  NAD 83(1986)-  36 32 17.12624(N)    084 27 48.32717(W) AD(       ) 2
 GB0008  NAD 27      -  36 32 16.84509(N)    084 27 48.55556(W) AD(       ) 2
 GB0008  NGVD 29 (??/??/92)  433.747  (m)         1423.05   (f) ADJ UNCH    1 1
 GB0008
 GB0008.Superseded values are not recommended for survey control.
 GB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0008.See file dsdata.txt to determine how the superseded data were derived.
 GB0008
 GB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2707446627(NAD 83)
 GB0008_MARKER: DS = TRIANGULATION STATION DISK
 GB0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0008_STAMPING: KIN 1965
 GB0008_MARK LOGO: TNHD  
 GB0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0008+STABILITY: SURFACE MOTION
 GB0008
 GB0008  HISTORY     - Date     Condition        Report By
 GB0008  HISTORY     - 1965     MONUMENTED       TNHD
 GB0008  HISTORY     - 1968     GOOD             CGS
 GB0008  HISTORY     - 1968     GOOD             NGS
 GB0008  HISTORY     - 1972     GOOD             NGS
 GB0008  HISTORY     - 1980     GOOD             NGS
 GB0008
 GB0008                          STATION DESCRIPTION
 GB0008
 GB0008'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB0008'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ONEIDA.
 GB0008'
 GB0008'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ONEIDA, GO WESTERLY
 GB0008'ON DEPOT STREET FOR 0.25
 GB0008'MILE TO U.S.  HIGHWAY 27, TURN RIGHT ON U.S.  HIGHWAY
 GB0008'27 AND GO NORTHERLY AND EASTERLY
 GB0008'FOR 3.85 MILES TO THE AZIMUTH MARK
 GB0008'ON THE RIGHT, CONTINUE NORTHEASTERLY FOR 0.2 MILE
 GB0008'ON U.S.  HIGHWAY 27
 GB0008'TO THE STATION ON THE RIGHT.
 GB0008'
 GB0008'THE STATION IS 108 FEET EAST OF TELEPHONE POLE NO. 5352, 58 FEET
 GB0008'SOUTH OF THE APPROXIMATE
 GB0008'CENTER OF U.S.  HIGHWAY 27 AND 52.6 FEET NORTH OF A METAL
 GB0008'WITNESS POST AND SIGN LOCATED
 GB0008'AT THE NORTH EDGE OF A WOODED AREA.
 GB0008'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB0008'TENNESSEE HIGHWAY
 GB0008'DEPARTMENT DISKS AND THE DISKS ARE STAMPED KIN 1965.  THE
 GB0008'UNDERGROUND MARK
 GB0008'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GB0008'IN THE TOP OF A
 GB0008'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0008'
 GB0008'REFERENCE MARK NO. 1 IS 64 FEET NORTH OF THE NORTH EDGE OF THE WOODED
 GB0008'AREA, 60 FEET SOUTHWEST
 GB0008'OF THE WEST END OF A METAL GUARD RAIL AND 48 FEET
 GB0008'SOUTH OF THE APPROXIMATE CENTER OF
 GB0008'U.S.  HIGHWAY 27.  IT IS A
 GB0008'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0008'TOP OF A
 GB0008'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KIN
 GB0008'RM-1 1965.
 GB0008'
 GB0008'REFERENCE MARK NO. 2 IS 91 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0008'U.S.  HIGHWAY 27, 20
 GB0008'FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER AND 1.5
 GB0008'FEET EAST OF TELEPHONE POLE NO.
 GB0008'5352.  IT IS A STANDARD TENNESSEE
 GB0008'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0008'10-INCH, SQUARE, FLUSH,
 GB0008'CONCRETE MONUMENT AND THE DISK IS STAMPED KIN RM-2 1965.
 GB0008'
 GB0008'NO HORIZONTAL MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS.
 GB0008'
 GB0008'THE AZIMUTH MARK IS LOCATED ACROSS THE HIGHWAY FROM BAKERS GROCERY,
 GB0008'ABOUT 150 FEET WEST OF
 GB0008'THE INTERSECTION OF AN OILED SIDE ROAD AND U.S.
 GB0008'HIGHWAY 27, 65 FEET NORTH OF
 GB0008'TELEPHONE POLE NO.  211, 24 FEET SOUTH
 GB0008'OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27
 GB0008'AND 1.2 FEET SOUTH OF A HIGHWAY SIGN (U.S. 27).
 GB0008'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB0008'
 GB0008'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0008
 GB0008                          STATION RECOVERY (1968)
 GB0008
 GB0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GB0008'THE STATION MARK, STAMPED KIN 1965, IS ABOUT 1.55 MILES SOUTHWEST
 GB0008'ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE AT WINFIELD, 100
 GB0008'YARDS SOUTHEAST AND ACROSS U. S. HIGHWAY 27 FROM THE SOUTHEAST RAIL
 GB0008'OF THE SOUTHEAST TRACK, 269 FEET EAST OF THE SOUTHEAST CORNER OF A
 GB0008'RAILROAD UNDERPASS FOR U. S. HIGHWAY 27, 65 FEET SOUTH OF THE
 GB0008'CENTERLINE OF THE HIGHWAY, 45 FEET EAST OF A POWER POLE, 53.0 FEET
 GB0008'NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 GB0008'THE HIGHWAY, AND A TENNESSEE STATE HIGHWAY DEPARTMENT
 GB0008'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 GB0008'LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008'
 GB0008'R. M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 GB0008'
 GB0008'R. M. 2, STAMPED KIN RM-2 1965, IS 108.4 FEET SOUTHWEST OF THE
 GB0008'STATION MARK, 250 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 180 FEET EAST
 GB0008'OF THE SOUTHEAST CORNER OF A RAILROAD UNDERPASS FOR U. S. HIGHWAY
 GB0008'27, 96 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 27, 20-1/2
 GB0008'FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 1-1/2
 GB0008'FEET EAST OF TELEPHONE POLE NUMBER 5352 4 207, 94 FEET WEST OF A
 GB0008'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY,
 GB0008'A TENNESSEE STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0008'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008'
 GB0008'THE AZIMUTH MARK, STAMPED KIN 1965 AZI, IS 0.1 MILE WEST OF THE
 GB0008'STATION MARK, AT A JUNCTION OF NEW U. S. HIGHWAY 27 AND OLD U. S.
 GB0008'HIGHWAY 27, 0.1 MILE WEST OF THE WEST END OF A RAILROAD UNDERPASS
 GB0008'FOR THE HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF THE NEW
 GB0008'HIGHWAY, 93 FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 31
 GB0008'FEET NORTH OF A POWER POLE, 2.3 FEET NORTHEAST OF A METAL WITNESS
 GB0008'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND A
 GB0008'TENNESSEE STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0008'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008'
 GB0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.55 MILES
 GB0008'SOUTHWEST.
 GB0008
 GB0008                          STATION RECOVERY (1968)
 GB0008
 GB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0008'1.6 MI SW FROM WINFIELD.
 GB0008'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0008'POST OFFICE AT WINFIELD, 100 YARDS SOUTHEAST AND ACROSS U.S.
 GB0008'HIGHWAY 27 FROM THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 269
 GB0008'FEET EAST OF THE SOUTHEAST CORNER OF A RAILROAD UNDERPASS FOR
 GB0008'U.S. HIGHWAY 27, 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GB0008'45 FEET EAST OF A POWER POLE, 108.4 FEET SOUTHWEST OF KIN
 GB0008'RM 2 (TSHD), 53.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 GB0008'6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND A TENNESSEE STATE
 GB0008'HIGHWAY DEPARTMENT TRIANGULATION STATION DISK SET IN THE TOP
 GB0008'OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008
 GB0008                          STATION RECOVERY (1972)
 GB0008
 GB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GB0008'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND AS
 GB0008'DESCRIBED AND IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1
 GB0008'FOOT SOUTH OF THE STATION MARK.  IT WAS REPORTED IN 1965 THAT
 GB0008'REFERENCE MARK NO. 2 WAS IN THE WAY OF WORK ON A DRIVEWAY, BUT
 GB0008'WHEN THE STATION WAS VISITED A DRIVEWAY WAS FOUND AND THE MARK IN
 GB0008'NO WAY ENDANGERED BY ANY WORK.
 GB0008'
 GB0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GB0008'NORTHEAST OF ONEIDA.
 GB0008
 GB0008                          STATION RECOVERY (1980)
 GB0008
 GB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0008'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GB0008'THE FOLLOWING.
 GB0008'
 GB0008'THE STATION MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 GB0008'
 GB0008'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 GB0008'
 GB0008'REFERENCE MARK 2 IS 1.5 FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT
 GB0008'SOUTH OF A METAL WITNESS POST.
 GB0008'
 GB0008'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2527 ***********************************************************************
 FE2527  DESIGNATION -  KIN
 FE2527  PID         -  FE2527
 FE2527  STATE/COUNTY-  TN/FAYETTE
 FE2527  USGS QUAD   -  GALLAWAY (1981)
 FE2527
 FE2527                         *CURRENT SURVEY CONTROL
 FE2527  ___________________________________________________________________
 FE2527* NAD 83(1995)-  35 15 27.45838(N)    089 37 15.79286(W)     ADJUSTED  
 FE2527* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 FE2527  ___________________________________________________________________
 FE2527  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2527  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2527
 FE2527  HORZ ORDER  -  THIRD
 FE2527
 FE2527.The horizontal coordinates were established by classical geodetic methods
 FE2527.and adjusted by the National Geodetic Survey in April 1999..
 FE2527
 FE2527.The orthometric height was scaled from a topographic map.
 FE2527
 FE2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2527
 FE2527.The geoid height was determined by GEOID03.
 FE2527
 FE2527;                    North         East     Units Scale Factor Converg.
 FE2527;SPC TN       -   108,646.073   270,555.673   MT  0.99999866   -2 07 11.7
 FE2527;SPC TN       -   356,449.66    887,648.07   sFT  0.99999866   -2 07 11.7
 FE2527;UTM  16      - 3,904,763.258   261,548.614   MT  1.00030078   -1 30 49.4
 FE2527
 FE2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2527!SPC TN       -   0.99998484  x   0.99999866  =   0.99998350
 FE2527!UTM  16      -   0.99998484  x   1.00030078  =   1.00028562
 FE2527
 FE2527|---------------------------------------------------------------------|
 FE2527| PID    Reference Object                     Distance      Geod. Az  |
 FE2527|                                                           dddmmss.s |
 FE2527| FE2524 ATT RAD STA KIN 96 MAST              16.758 METERS 18626     |
 FE2527| CG3632 KIN RM 1                             11.643 METERS 20944     |
 FE2527| CG3633 KIN RM 2                             14.956 METERS 29106     |
 FE2527| FE1277 HALL                                APPROX. 3.0 KM 2922131.3 |
 FE2527|---------------------------------------------------------------------|
 FE2527
 FE2527                          SUPERSEDED SURVEY CONTROL
 FE2527
 FE2527  NAD 83(1995)-  35 15 27.46349(N)    089 37 15.79318(W) AD(       ) 3
 FE2527  NAD 83(1995)-  35 15 27.46371(N)    089 37 15.79342(W) AD(       ) 3
 FE2527  NAD 83(1986)-  35 15 27.47006(N)    089 37 15.79350(W) AD(       ) 3
 FE2527  NAD 27      -  35 15 27.15820(N)    089 37 15.50820(W) AD(       ) 3
 FE2527
 FE2527.Superseded values are not recommended for survey control.
 FE2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2527.See file dsdata.txt to determine how the superseded data were derived.
 FE2527
 FE2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6154904763(NAD 83)
 FE2527_MARKER: DS = TRIANGULATION STATION DISK
 FE2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2527
 FE2527  HISTORY     - Date     Condition        Report By
 FE2527  HISTORY     - 1958     MONUMENTED       CGS
 FE2527
 FE2527                          STATION DESCRIPTION
 FE2527
 FE2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2527'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF GALLAWAY AND 4 MILES
 FE2527'SOUTHEAST OF ARLINGTON. IT IS 54.99 FEET NORTH OF THE CENTER OF A.T.
 FE2527'AND T. CO. RADIO STATION KIN 96, MAST AND 38 FEET NORTH-NORTHWEST OF
 FE2527'THE NORTHWEST CORNER OF A SMALL BUILDING. THE MARK IS SET FLUSH
 FE2527'WITH THE SURFACE OF THE GROUND AND IS STAMPED KIN 1958.
 FE2527'
 FE2527'REFERENCE MARK NO. 1 IS 2 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 FE2527'SMALL BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION. IT IS A
 FE2527'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN A CONCRETE STEP.
 FE2527'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 FE2527'STAMPED KIN NO 1 1958.
 FE2527'
 FE2527'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF THE NORTHWEST CORNER OF A
 FE2527'SMALL BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION. THE
 FE2527'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE2527'KIN NO 2 1958.
 FE2527'
 FE2527'NO AZIMUTH MARK WAS ESTABLISHED.
 FE2527'
 FE2527'THE A.T. AND T. CO. RADIO STATION KIN 96, MAST, WHICH IS 54.99 FEET
 FE2527'SOUTH OF THE STATION, IS MADE OF UNIFORM CROSS-SECTION
 FE2527'STEEL CONSTRUCTION AND IS PAINTED IN ALTERNATING SECTIONS OF RED AND
 FE2527'WHITE. THE OVER-ALL HEIGHT IS 325 FEET.
 FE2527'
 FE2527'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO SOUTH ON CHESTER ST.,
 FE2527'WHICH LATER BECOMES COLLIERVILLE-ARLINGTON ROAD FOR 1.8 MILES TO A
 FE2527'GRAVELED ROAD LEFT, HARRELL RD., TURN LEFT AND GO EAST AND SOUTH ON
 FE2527'HARRELL RD. FOR 2.7 MILES TO A SIDE TRACK ROAD LEFT, TURN LEFT
 FE2527'NORTH ON TRACK ROAD AND GO 0.1 MILE TO MAST AND STATION AS DESCRIBED.
 FE2527'
 FE2527'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0009 ***********************************************************************
 GB0009  DESIGNATION -  KIN AZ MK
 GB0009  PID         -  GB0009
 GB0009  STATE/COUNTY-  TN/SCOTT
 GB0009  USGS QUAD   -  WINFIELD (1982)
 GB0009
 GB0009                         *CURRENT SURVEY CONTROL
 GB0009  ___________________________________________________________________
 GB0009* NAD 83(1986)-  36 32 16.     (N)    084 28 03.     (W)     SCALED    
 GB0009* NAVD 88     -       441.145  (meters)    1447.32   (feet)  ADJUSTED  
 GB0009  ___________________________________________________________________
 GB0009  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0009  DYNAMIC HT  -         440.772 (meters)    1446.10  (feet)  COMP
 GB0009  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GB0009
 GB0009  VERT ORDER  -  FIRST     CLASS I
 GB0009
 GB0009.The horizontal coordinates were scaled from a topographic map and have
 GB0009.an estimated accuracy of +/- 6 seconds.
 GB0009
 GB0009.The orthometric height was determined by differential leveling
 GB0009.and adjusted by the National Geodetic Survey in June 1991..
 GB0009
 GB0009.The geoid height was determined by GEOID03.
 GB0009
 GB0009.The dynamic height is computed by dividing the NAVD 88
 GB0009.geopotential number by the normal gravity value computed on the
 GB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0009.degrees latitude (g = 980.6199 gals.).
 GB0009
 GB0009.The modeled gravity was interpolated from observed gravity values.
 GB0009
 GB0009;                    North         East    Units  Estimated Accuracy
 GB0009;SPC TN       -   245,660.      737,230.      MT  (+/- 180 meters Scaled)
 GB0009
 GB0009                          SUPERSEDED SURVEY CONTROL
 GB0009
 GB0009  NGVD 29 (??/??/92)  441.274  (m)         1447.75   (f) ADJ UNCH    1 1
 GB0009
 GB0009.Superseded values are not recommended for survey control.
 GB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0009.See file dsdata.txt to determine how the superseded data were derived.
 GB0009
 GB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF267465(NAD 83)
 GB0009_MARKER: DD = SURVEY DISK
 GB0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0009_STAMPING: KIN 1965 AZI
 GB0009_MARK LOGO: TNHD  
 GB0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0009+STABILITY: SURFACE MOTION
 GB0009
 GB0009  HISTORY     - Date     Condition        Report By
 GB0009  HISTORY     - 1965     MONUMENTED       TNHD
 GB0009  HISTORY     - 1968     GOOD             NGS
 GB0009
 GB0009                          STATION DESCRIPTION
 GB0009
 GB0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0009'1.6 MI SW FROM WINFIELD.
 GB0009'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0009'POST OFFICE AT WINFIELD, THENCE 0.1 MILE WEST ALONG U.S. HIGHWAY
 GB0009'27, AT A JUNCTION OF THE NEW HIGHWAY AND OLD U.S. HIGHWAY 27,
 GB0009'0.1 MILE WEST OF THE WEST END OF A RAILROAD UNDERPASS FOR THE
 GB0009'HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF THE NEW HIGHWAY,
 GB0009'93 FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 31 FEET
 GB0009'NORTH OF A POWER POLE, 0.1 MILE WEST OF TRIANGULATION STATION
 GB0009'KIN 1965 (TSHD), 2.3 FEET NORTHEAST OF A METAL WITNESS POST,
 GB0009'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND A TENNESSEE
 GB0009'STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST
 GB0009'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0007 ***********************************************************************
 GB0007  DESIGNATION -  KIN RM 2
 GB0007  PID         -  GB0007
 GB0007  STATE/COUNTY-  TN/SCOTT
 GB0007  USGS QUAD   -  WINFIELD (1982)
 GB0007
 GB0007                         *CURRENT SURVEY CONTROL
 GB0007  ___________________________________________________________________
 GB0007* NAD 83(1986)-  36 32 16.     (N)    084 27 48.     (W)     SCALED    
 GB0007* NAVD 88     -       434.357  (meters)    1425.05   (feet)  ADJUSTED  
 GB0007  ___________________________________________________________________
 GB0007  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0007  DYNAMIC HT  -         433.990 (meters)    1423.85  (feet)  COMP
 GB0007  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GB0007
 GB0007  VERT ORDER  -  FIRST     CLASS I
 GB0007
 GB0007.The horizontal coordinates were scaled from a topographic map and have
 GB0007.an estimated accuracy of +/- 6 seconds.
 GB0007
 GB0007.The orthometric height was determined by differential leveling
 GB0007.and adjusted by the National Geodetic Survey in June 1991..
 GB0007
 GB0007.The geoid height was determined by GEOID03.
 GB0007
 GB0007.The dynamic height is computed by dividing the NAVD 88
 GB0007.geopotential number by the normal gravity value computed on the
 GB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0007.degrees latitude (g = 980.6199 gals.).
 GB0007
 GB0007.The modeled gravity was interpolated from observed gravity values.
 GB0007
 GB0007;                    North         East    Units  Estimated Accuracy
 GB0007;SPC TN       -   245,670.      737,600.      MT  (+/- 180 meters Scaled)
 GB0007
 GB0007                          SUPERSEDED SURVEY CONTROL
 GB0007
 GB0007  NGVD 29 (??/??/92)  434.487  (m)         1425.48   (f) ADJ UNCH    1 1
 GB0007
 GB0007.Superseded values are not recommended for survey control.
 GB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0007.See file dsdata.txt to determine how the superseded data were derived.
 GB0007
 GB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF270465(NAD 83)
 GB0007_MARKER: DD = SURVEY DISK
 GB0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0007_STAMPING: KIN RM-2 1965
 GB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0007+STABILITY: SURFACE MOTION
 GB0007
 GB0007  HISTORY     - Date     Condition        Report By
 GB0007  HISTORY     - 1965     MONUMENTED       TNHD
 GB0007  HISTORY     - 1968     GOOD             NGS
 GB0007
 GB0007                          STATION DESCRIPTION
 GB0007
 GB0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0007'1.6 MI SW FROM WINFIELD.
 GB0007'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0007'POST OFFICE AT WINFIELD, 250 FEET SOUTHEAST OF THE SOUTHEAST
 GB0007'RAIL, 180 FEET EAST OF THE SOUTHEAST CORNER OF A RAILROAD UNDERPASS
 GB0007'FOR U.S. HIGHWAY 27, 96 FEET SOUTH OF THE CENTERLINE OF U.S.
 GB0007'HIGHWAY 27, 20 1/2 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 GB0007'MARKER POST, 1 1/2 FEET EAST OF TELEPHONE POLE NUMBER 5352 4 207,
 GB0007'108.4 FEET SOUTHWEST OF TRIANGULATION STATION KIN 1965 (TSHD),
 GB0007'94 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 GB0007'LEVEL OF THE HIGHWAY, A TENNESSEE STATE HIGHWAY DEPARTMENT
 GB0007'DISK SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 GB0007'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1516 ***********************************************************************
 FD1516  DESIGNATION -  KINCADE
 FD1516  PID         -  FD1516
 FD1516  STATE/COUNTY-  TN/MAURY
 FD1516  USGS QUAD   -  GREENFIELD BEND (1979)
 FD1516
 FD1516                         *CURRENT SURVEY CONTROL
 FD1516  ___________________________________________________________________
 FD1516* NAD 83(1995)-  35 40 00.18341(N)    087 19 05.74239(W)     ADJUSTED  
 FD1516* NAVD 88     -       293.4    (meters)     963.     (feet)  VERTCON   
 FD1516  ___________________________________________________________________
 FD1516  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FD1516  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1516
 FD1516  HORZ ORDER  -  FIRST
 FD1516
 FD1516.The horizontal coordinates were established by classical geodetic methods
 FD1516.and adjusted by the National Geodetic Survey in April 1999..
 FD1516
 FD1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1516
 FD1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1516
 FD1516.The geoid height was determined by GEOID03.
 FD1516
 FD1516;                    North         East     Units Scale Factor Converg.
 FD1516;SPC TN       -   148,741.458   480,651.819   MT  0.99995264   -0 46 18.3
 FD1516;SPC TN       -   487,995.93  1,576,938.51   sFT  0.99995264   -0 46 18.3
 FD1516;UTM  16      - 3,947,030.239   471,195.569   MT  0.99961022   -0 11 08.1
 FD1516
 FD1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1516!SPC TN       -   0.99995837  x   0.99995264  =   0.99991101
 FD1516!UTM  16      -   0.99995837  x   0.99961022  =   0.99956861
 FD1516
 FD1516:                Primary Azimuth Mark                     Grid Az
 FD1516:SPC TN       -  DALLAS LOUISVILLE AWY BCN 60             009 43 27.8
 FD1516:UTM  16      -  DALLAS LOUISVILLE AWY BCN 60             009 08 17.6
 FD1516
 FD1516|---------------------------------------------------------------------|
 FD1516| PID    Reference Object                     Distance      Geod. Az  |
 FD1516|                                                           dddmmss.s |
 FD1516| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.30.2 KM 0085709.5 |
 FD1516| CG6689 KINCADE RM 1                         38.173 METERS 06601     |
 FD1516| CG6691 KINCADE RM 3                          5.788 METERS 11654     |
 FD1516| CG6690 KINCADE RM 2                         26.299 METERS 17330     |
 FD1516| FD1517 KINCADE 2                           100.781 METERS 24705     |
 FD1516| CG6692 KINCADE RM 4                          4.621 METERS 26324     |
 FD1516| CG6687 KINCADE AZ MK                                      3483053.5 |
 FD1516| CG6688 KINCADE AZ MK 2                                    3502928.4 |
 FD1516|---------------------------------------------------------------------|
 FD1516
 FD1516                          SUPERSEDED SURVEY CONTROL
 FD1516
 FD1516  NAD 83(1995)-  35 40 00.18539(N)    087 19 05.74411(W) AD(       ) 1
 FD1516  NAD 83(1986)-  35 40 00.19432(N)    087 19 05.74446(W) AD(       ) 1
 FD1516  NAD 27      -  35 39 59.93900(N)    087 19 05.70400(W) AD(       ) 1
 FD1516  NGVD 29 (07/19/86)  293.4    (m)          963.     (f) VERT ANG       
 FD1516
 FD1516.Superseded values are not recommended for survey control.
 FD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1516.See file dsdata.txt to determine how the superseded data were derived.
 FD1516
 FD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7119647030(NAD 83)
 FD1516_MARKER: DS = TRIANGULATION STATION DISK
 FD1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1516_STAMPING: KINCADE 1934
 FD1516_MARK LOGO: CGS   
 FD1516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FD1516
 FD1516  HISTORY     - Date     Condition        Report By
 FD1516  HISTORY     - 1934     MONUMENTED       CGS
 FD1516  HISTORY     - 1934     GOOD             CGS
 FD1516  HISTORY     - 1962     GOOD             CGS
 FD1516  HISTORY     - 1970     GOOD             NGS
 FD1516  HISTORY     - 1979     GOOD             NGS
 FD1516  HISTORY     - 1979     GOOD             NGS
 FD1516
 FD1516                          STATION DESCRIPTION
 FD1516
 FD1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1516'ABOUT 6 MILES WEST-SOUTHWEST OF WILLIAMSPORT, 5 MILES NORTH-NORTHWEST
 FD1516'OF HAMPSHIRE, 1
 FD1516'MILE NORTHEAST OF HICKMAN-MAURY-LEWIS COUNTY CORNER,
 FD1516'BESIDE OLD NATCHEZ TRACE, NEAR
 FD1516'HEAD OF LOVES BRANCH, AND IN BARE
 FD1516'PASTURE ON LAND OWNED BY MR J R KINCADE.  TO
 FD1516'REACH FROM COURTHOUSE IN
 FD1516'COLUMBIA, GO WEST ON STATE ROUTES 6, 50, AND 99 TO JUNCTION OF
 FD1516'ROUTE 6, CONTINUE
 FD1516'ON ROUTES 50 AND 99 TO THEIR JUNCTION, CONTINUE 10.9
 FD1516'MILES ON ROUTE 99, TURN RIGHT
 FD1516'JUST BEFORE REACHING CONCRETE BRIDGE,
 FD1516'GO 1.65 MILES, TURN LEFT ACROSS IRON BRIDGE, GO
 FD1516'0.75 MILE TO FORK,
 FD1516'FOLLOW LEFT FORK 2.7 MILES UP LOVES BRANCH TO CROSSROADS IN
 FD1516'SADDLE, TURN
 FD1516'LEFT AND GO 0.3 MILE ON OLD NATCHEZ TRACE TO HIGH POINT AND
 FD1516'STATION SITE.  STATION
 FD1516'IS 750 FEET SOUTHWEST OF KINCADES RESIDENCE,
 FD1516'78 FEET NORTHWEST OF CENTER LINE OF
 FD1516'NATCHEZ TRACE, AND 12 FEET
 FD1516'NORTHEAST OF SOUTHEAST-NORTHWEST RAIL FENCE.  SURFACE
 FD1516'AND UNDERGROUND
 FD1516'MARKS ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1516'MARK IS 12 INCHES
 FD1516'BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH
 FD1516'MARKS ARE STANDARD REFERENCE DISKS
 FD1516'IN CONCRETE.  REFERENCE
 FD1516'MARKS PROJECT 6 INCHES ABOVE GROUND.  NO 1 IS IN WEST
 FD1516'RIGHT-OF-WAY
 FD1516'RAIL FENCE, 127 FEET NORTHEAST OF SOUTHEAST-AND- NORTHWEST FENCE, AND
 FD1516'125.2 FEET FROM
 FD1516'STATION.  NO 2 IS IN WEST
 FD1516'RIGHT-OF-WAY FENCE, 45 FEET
 FD1516'SOUTHWEST OF NORTHWEST-AND-SOUTHEAST
 FD1516'FENCE, AND 86.4 FEET FROM STATION.
 FD1516'NO 1 IS
 FD1516'172 FEET NORTHEAST OF NO 2.  AZIMUTH MARK, PROJECTING 8 INCHES
 FD1516'ABOVE GROUND, IS
 FD1516'0.2 MILE WEST OF KINCADES RESIDENCE, 0.1 MILE WEST OF ROAD
 FD1516'FORK, 300 FEET EAST OF OLD
 FD1516'BARNS, 12 FEET SOUTH OF CENTER LINE OF
 FD1516'ROAD, 1 FOOT SOUTH OF SOUTH RIGHT-OF-WAY
 FD1516'FENCE, AND ABOUT 0.3 MILE
 FD1516'FROM STATION. FOLLOWING BEARINGS ARE
 FD1516'FROM STATION- AIRWAY BEACON NO 60 (SEE DESCRIPTION THEREOF),
 FD1516'DISTANT 18.8 MILES,
 FD1516'N 08 DEG 57 MIN E. AND KINCADES RESIDENCE,
 FD1516'WEST SIDE OF STONE CHIMNEY ON SOUTH
 FD1516'END, DISTANT 750 FEET, N 22 DEG 37 MIN E.
 FD1516
 FD1516                          STATION RECOVERY (1934)
 FD1516
 FD1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1516'STATION IS 6 MILES WSW OF WILLIAMSPORT, 5 MILES NNW OF HAMPSHIRE,
 FD1516'NEAR THE HEAD OF
 FD1516'LOVES BRANCH, ON A BARE HIGHLAND TRAVERSED BY THE
 FD1516'OLD NATCHEZ TRACE, ON THE PROPERTY
 FD1516'OF J R KINCADE.
 FD1516'
 FD1516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 FD1516'IN GOOD  CONDITION.
 FD1516'
 FD1516'REFERENCE MARK NO 1 IS ENE OF THE STATION, W OF THE ROAD, ON THE E
 FD1516'FENCE LINE OF  FIELD.
 FD1516'
 FD1516'REFERENCE MARK NO 2 IS SSE OF THE STATION, W OF THE ROAD, ON THE E
 FD1516'FENCE LINE OF
 FD1516'FIELD, 172 FEET SW OF REFERENCE MARK NO 1.
 FD1516'
 FD1516'AZIMUTH MARK IS 0.3 MILE N OF STATION, 0.2 MILE W OF THE ELDER
 FD1516'KINCADES HOME, 300
 FD1516'FEET E OF AN OLD BARN, 12 FEET S OF THE CENTER OF
 FD1516'THE ROAD, ON THE N FENCE LINE OF FIELD.
 FD1516'
 FD1516'TO REACH THE STATION FROM THE COURTHOUSE AT COLUMBIA, TAKE HIGHWAYS
 FD1516'6, 99, AND 50 W TO
 FD1516'THE JUNCTION OF HIGHWAY 6, CONTINUE ON HIGHWAYS 99
 FD1516'AND 50 TO THEIR JUNCTION AND CONTINUE
 FD1516'ON HIGHWAY 99, 10.9 MILES, TURN
 FD1516'RIGHT AND CONTINUE 1.65 MILES, TURN LEFT ACROSS IRON
 FD1516'BRIDGE AND
 FD1516'CONTINUE UP LOVES BRANCH 3.45 MILES AND TURN LEFT ON THE OLD NATCHEZ
 FD1516'TRACE AT
 FD1516'CROSSROADS IN SADDLE AND CONTINUE 0.3 MILE TO THE HOME OF
 FD1516'KINCADES SON AND THE
 FD1516'STATION, 250 YARDS SW OF THE ELDER KINCADES
 FD1516'HOME, IN THE BACK YARD OF HIS SONS
 FD1516'HOME, 78 FEET NW OF THE CENTER OF
 FD1516'THE ROAD, 14.9 FEET NE OF THE W CORNER OF THE GARDEN
 FD1516'FENCE, 13.6 FEET W
 FD1516'OF THE W CORNER OF THE HOUSE, ABOUT 1 FOOT UNDERGROUND.
 FD1516'
 FD1516'DUE TO THE LOCATION OF THE HOUSE AND FENCES, THE STATION WAS OCCUPIED
 FD1516'ECCENTRICALLY.
 FD1516'DIRECTIONS TO THE AZIMUTH AND REFERENCE MARKS WERE
 FD1516'NOT RE-MEASURED.  THE DISTANCE TO
 FD1516'REFERENCE MARK NO 2 WAS FOUND TO BE
 FD1516'IN ERROR BY 1 FOOT.
 FD1516'
 FD1516'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FD1516
 FD1516                          STATION RECOVERY (1962)
 FD1516
 FD1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1516'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1516'DUE TO AN ADDITION BUILT
 FD1516'ONTO THE HOME AT THE STATION SITE, IT IS IMPOSSIBLE
 FD1516'TO MEASURE FROM THE STATION TO
 FD1516'REFERENCE MARK NO 2.  THE ORIGINAL
 FD1516'DESCRIPTION IS COMPLETELY INADEQUATE.  FOLLOWING
 FD1516'IS A NEW AND
 FD1516'COMPLETE DESCRIPTION.
 FD1516'
 FD1516'THE STATION IS LOCATED ON THE PROPERTY OF J O KINCADE, ABOUT 6 MILES
 FD1516'WEST- SOUTHWEST OF
 FD1516'WILLIAMSPORT, 5 MILES NORTH-NORTHEAST OF HAMPSHIRE, 1
 FD1516'MILE NORTHEAST OF THE
 FD1516'HICKMAN-LEWIS-MAURY COUNTY CORNER, NEAR THE
 FD1516'HEAD OF LOVES BRANCH AND JUST EAST OF
 FD1516'THE OLD NATCHEZ TRACE.
 FD1516'
 FD1516'TO REACH FROM THE WEST SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD1516'COLUMBIA, GO WEST ON U S
 FD1516'HIGHWAY 43 AND STATE ROUTES 50 AND 99 (THIS IS WEST
 FD1516'SEVENTH STREET), FOR 0.7 MILE TO
 FD1516'WHERE U S HIGHWAY 43 BEARS LEFT AND
 FD1516'STATE ROUTES 50 AND 99 BEAR RIGHT.  HERE BEAR RIGHT
 FD1516'ON STATE ROUTES
 FD1516'50 AND 99 AND GO WESTERLY FOR 2.3 MILES TO A Y INTERSECTION WHERE
 FD1516'STATE ROUTE 50
 FD1516'BEARS RIGHT AND STATE ROUTE 99 CONTINUES STRAIGHT
 FD1516'AHEAD, CONTINUE STRAIGHT AHEAD ON
 FD1516'STATE ROUTE 99 TOWARD HOHENWALD FOR
 FD1516'10.9 MILES TO CATHY CREEK ROAD ON THE RIGHT AND SIGN
 FD1516'WELCOME CATHY
 FD1516'CREEK COMMUNITY.  HERE TURN RIGHT ONTO CATHY CREEK ROAD AND GO NORTH
 FD1516'AND NORTHWESTERLY
 FD1516'FOR 2.3 MILES TO AN OILED T ROAD AND CONCRETE
 FD1516'BRIDGE ON THE LEFT, TURN LEFT ONTO
 FD1516'LOVES BRANCH ROAD AND GO WESTERLY
 FD1516'FOR 0.2 MILE TO CARROLS GROCERY ON THE RIGHT,
 FD1516'CONTINUE WESTERLY FOR
 FD1516'0.6 MILE TO A T ROAD RIGHT, CONTINUE WESTERLY FOR 0.25 MILE TO A
 FD1516'REVERSE Y ON
 FD1516'THE LEFT JUST AFTER CROSSING A SMALL CONCRETE BRIDGE AND
 FD1516'THE END OF OILED SURFACE AT THE
 FD1516'COUNTY LINE.  HERE CONTINUE WESTERLY
 FD1516'AND NORTHWESTERLY ON LOVES BRANCH ROAD (NOW
 FD1516'GRAVELED) FOR 1.05 MILES
 FD1516'TO A T ROAD RIGHT JUST BEFORE COMING TO A CONCRETE BRIDGE AND
 FD1516'A LARGE BARN IN
 FD1516'THE NORTHWEST ANGLE, KEEP STRAIGHT AHEAD, NORTHWESTERLY, FOR
 FD1516'1.6 MILES TO THE
 FD1516'INTERSECTION OF LOVES BRANCH ROAD AND SHEBOSS ROAD
 FD1516'AT THE SUMMIT OF THE DIVIDE.  HERE
 FD1516'TURN LEFT ON SHEBOSS ROAD AND GO
 FD1516'WEST FOR 0.25 MILE TO A T ROAD RIGHT AND LARGE BARN
 FD1516'IN THE NORTHWEST
 FD1516'ANGLE, CONTINUE STRAIGHT AHEAD ON SHEBOSS ROAD FOR 0.15 MILE TO THE
 FD1516'KINCADE STORE AND
 FD1516'THE HOME OF J O KINCADE ON THE RIGHT AND THE
 FD1516'STATION AS DESCRIBED.
 FD1516'
 FD1516'THE STATIN IS 54 FEET SOUTHEAST OF POWERLINE TRANSFORMER POLE NO 21
 FD1516'MT254, 9.5 FEET WEST OF THE
 FD1516'WEST CORNER OF THE J O KINCADE RESIDENCE, 9.5 FEET
 FD1516'SOUTH OF THE WEST CORNER OF A
 FD1516'PORCH, AND 7 FEET NORTHWEST OF A SMALL,
 FD1516'FORKED, PEACH TREE.  IT IS A STANDARD DISK SET
 FD1516'IN THE TOP OF A
 FD1516'10-INCH, ROUND, CONCRETE MONUMENT ABOUT 1 FOOT BELOW THE SURFACE
 FD1516'OF THE GROUND
 FD1516'AND THE DISK IS STAMPED KINCADE 1934.
 FD1516'
 FD1516'REFERENCE MARK NO 1 IS 45 FEET NORTHEAST OF THE BRICK POST AT THE
 FD1516'ENTRANCE TO THE HOUSE, 34
 FD1516'FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 FD1516'16 FEET NORTH OF AN 8-INCH
 FD1516'HACKBERRY TREE, AND 16 FEET NORTHWEST OF
 FD1516'THE APPROXIMATE CENTER OF SHEBOSS ROAD.  IT
 FD1516'IS A STANDARD DISK SET IN
 FD1516'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 FD1516'INCHES AND THE
 FD1516'DISK IS STAMPED KINCADE NO 1 1934.
 FD1516'
 FD1516'REFERENCE MARK NO 2 IS 38 FEET SOUTH OF POWERLINE TRANSFORMER POLE NO
 FD1516'21 MT254, 22 FEET NORTHWEST
 FD1516'OF THE APPROXIMATE CENTER OF SHEBOSS ROAD AND AT
 FD1516'THE SOUTHEAST EDGE OF A FIELD.  IT
 FD1516'IS A STANDARD DISK SET IN THE TOP
 FD1516'OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FD1516'2 INCHES AND THE
 FD1516'DISK IS STAMPED KINCADE NO 2 1934.
 FD1516'
 FD1516'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 FD1516'MARK NO 2 IS 172 FEET.
 FD1516'
 FD1516'THE AZIMUTH MARK IS NORTH OF THE STATION ABOUT 0.3 MILE ON THE
 FD1516'PROPERTY OF MR L W
 FD1516'GREENSFIELD.  IT IS 25 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED
 FD1516'ELM TREE, 25 FEET
 FD1516'SOUTH OF A FENCE, 14 FEET SOUTH OF THE APPROXIMATE
 FD1516'CENTER OF A WOODS ROAD, 1.2 FEET
 FD1516'NORTH OF A METAL WITNESS POST AND
 FD1516'SIGN, AND AT THE NORTH EDGE OF A CLEARING.  IT IS A
 FD1516'STANDARD
 FD1516'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FD1516'MONUMENT THAT
 FD1516'PROJECTS 8 INCHES AND THE DISK IS STAMPED KINCADE
 FD1516'AZIMUTH 1934.
 FD1516'
 FD1516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON SHEBOSS
 FD1516'ROAD FOR 0.15 MILE TO A
 FD1516'T ROAD LEFT, TURN LEFT, NORTH, AND GO 0.2 MILE TO A
 FD1516'WOODS ROAD ON THE LEFT, TURN
 FD1516'LEFT, WEST, ON THIS WOODS ROAD FOR ABOUT
 FD1516'65 YARDS TO A WOODEN GATE, PASS THROUGH THIS
 FD1516'GATE AND CONTINUE WEST
 FD1516'ON THE WOODS ROAD FOR 0.1 MILE TO A BLAZED ELM TREE ON THE
 FD1516'RIGHT, A WITNESS
 FD1516'POST ON THE LEFT AND THE MARK AS DESCRIBED.
 FD1516
 FD1516                          STATION RECOVERY (1970)
 FD1516
 FD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1516'THE STATION WAS RECOVERED AND ALL MARK WERE FOUND IN GOOD CONDITION.
 FD1516'THE STATION MARK AND BOTH REFERENCE MARKS WILL BE DESTROYED IN THE
 FD1516'NEAR FUTURE DUE TO CONSTRUCTION BY THE NATCHEZ TRACE PARKWAY.
 FD1516'REFERENCE MARK NO 1 IS BLOCKED BY A HOUSE ON LINE.  TRIANGULATION
 FD1516'STATION KINCADE 2 1970 WAS ESTABLISHED AT THIS DATE SEE
 FD1516'DESCRIPTION THEREOF.
 FD1516'
 FD1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FD1516'NORTH-NORTHWEST OF HAMPSHIRE.
 FD1516
 FD1516                          STATION RECOVERY (1979)
 FD1516
 FD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1516'THE STATION MARK, REFERENCE MARKS 3 AND 4 ALONG WITH THE AZIMUTH MARK
 FD1516'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FD1516'IN THE WAY OF ROAD WORK AND WAS DESTROYED AFTER A NEW MARK WAS
 FD1516'SET.  THE 1979 RECOVERY NOTE WAS NOT AVAILABLE AT THIS TIME SO IT IS
 FD1516'NO KNOWN IF THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 FD1516'CHECKED OR NOT.  THE 1979 RECOVERY NOTE IS GOOD WITH THE DELETION
 FD1516'OF THE 1934 AZIMUTH MARK AND ADDITION OF THE FOLLOWING INFORMATION ON
 FD1516'THE NEW AZIMUTH MARK.
 FD1516'
 FD1516'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION, 77
 FD1516'FEET WEST OF CENTERLINE OF A COUNTY ROAD UNDER CONSTRUCTION, 68 FEET
 FD1516'S OF THE CENTERLINE OF A DRIVE WAY AND 1 FOOT NORTH OF A METAL
 FD1516'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FD1516'STAMPED---KINCADE 1934 NO 2 1979---.
 FD1516
 FD1516                          STATION RECOVERY (1979)
 FD1516
 FD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1516'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FD1516'IN GOOD CODITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 FD1516'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 FD1516'OBSTRUCTED BY TREES AND BRUSH.  DUE TO ROAD CONSTRUCTION REFERENCE
 FD1516'MARK 1 WOULD BE DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 FD1516'DESCRIPTION FOLLOWS.
 FD1516'
 FD1516'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WILLIAMSPORT, 5
 FD1516'MILES NORTHEAST OF HAMPSHIRE, 1 MILE NORTHEAST OF HICKMAN-LEWIS-MAURY
 FD1516'COUNTY CORNER, NEAR THE HEAD OF LOVES BRANCH AND IN A WOODED AREA
 FD1516'BETWEEN THE LANES OF THE NATCHEZ TRACE PARKWAY, 1 FOOT NORTHWEST OF A
 FD1516'METAL WITNESS POST, 12 FEET NORTH OF AN 8 INCH PINE TREE, 14 FEET
 FD1516'SOUTH EAST OF A 12 INCH PINE TREE, 58 FEET WEST OF AN 8 INCH APPLE
 FD1516'TREE AND ON THE HIGHEST IN THE VICINITY.  THE MONUMENT IS 8 INCHES
 FD1516'UNDERGROUND AND THE DISK IS STAMPED---KINCADE 1934---.
 FD1516'
 FD1516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 50 AT
 FD1516'THE WEST EDGE OF COLUMBIA, GO WESTERLY ON HIGHWAY 99 FOR 10.9 MILES TO
 FD1516'TO CATHY CREEK ROAD ON THE RIGHT.  TURN RIGHT ON CATHY CREEK ROAD
 FD1516'FOR 2.3 MILES TO AN OILED T-ROAD AND CONCRETE BRIDGE ON THE
 FD1516'LEFT.  TURN LEFT ONTO LOVES BRANCH ROAD AND GO WESTERLY FOR 3.7
 FD1516'MILES TO THE INTERSECTION OF SHEBOSS ROAD.  AT THE SUMMIT OF A
 FD1516'DIVIDE.  TURN LEFT ON SHEBOSS ROAD FOR 0.4 MILE TO THE HIGHEST
 FD1516'POINT IN THE VICINITY AND THE STATION AS DESCRIBED.
 FD1516'
 FD1516'REFERENCE MARK 3 IS 18 FEET EAST OF THE 8 INCH PINE TREE AND 1 FOOT
 FD1516'WEST OF A METAL WITNESS POST.  THE DISK IS STAMPED---KINCADE 1934 NO
 FD1516'3 1979---AND PROJECTS 2 INCHES.
 FD1516'
 FD1516'REFERENCE MARK 4 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST, 6
 FD1516'FEET SOUTH OF THE 12 INCH PINE TREE AND 4 FEET SOUTHEAST OF A 10
 FD1516'INCH PINE TREE.  THE DISK IS STAMPED---KINCADE 1934 NO 4 1979---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1517 ***********************************************************************
 FD1517  DESIGNATION -  KINCADE 2
 FD1517  PID         -  FD1517
 FD1517  STATE/COUNTY-  TN/MAURY
 FD1517  USGS QUAD   -  GREENFIELD BEND (1979)
 FD1517
 FD1517                         *CURRENT SURVEY CONTROL
 FD1517  ___________________________________________________________________
 FD1517* NAD 83(1995)-  35 39 58.91006(N)    087 19 09.43322(W)     ADJUSTED  
 FD1517* NAVD 88     -       291.5    (meters)     956.     (feet)  VERTCON   
 FD1517  ___________________________________________________________________
 FD1517  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FD1517  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1517
 FD1517  HORZ ORDER  -  FIRST
 FD1517
 FD1517.The horizontal coordinates were established by classical geodetic methods
 FD1517.and adjusted by the National Geodetic Survey in April 1999..
 FD1517
 FD1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1517
 FD1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1517
 FD1517.The geoid height was determined by GEOID03.
 FD1517
 FD1517;                    North         East     Units Scale Factor Converg.
 FD1517;SPC TN       -   148,703.469   480,558.477   MT  0.99995266   -0 46 20.5
 FD1517;SPC TN       -   487,871.30  1,576,632.27   sFT  0.99995266   -0 46 20.5
 FD1517;UTM  16      - 3,946,991.310   471,102.653   MT  0.99961029   -0 11 10.2
 FD1517
 FD1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1517!SPC TN       -   0.99995867  x   0.99995266  =   0.99991133
 FD1517!UTM  16      -   0.99995867  x   0.99961029  =   0.99956897
 FD1517
 FD1517:                Primary Azimuth Mark                     Grid Az
 FD1517:SPC TN       -  KINCADE AZ MK                            005 47 08.3
 FD1517:UTM  16      -  KINCADE AZ MK                            005 11 58.0
 FD1517
 FD1517|---------------------------------------------------------------------|
 FD1517| PID    Reference Object                     Distance      Geod. Az  |
 FD1517|                                                           dddmmss.s |
 FD1517| CG6687 KINCADE AZ MK                                      0050047.8 |
 FD1517| FD1508 STEVENS                             APPROX.16.2 KM 0294013.4 |
 FD1517| FD1516 KINCADE                             100.781 METERS 06705     |
 FD1517| CG6693 KINCADE 2 RM 3                       20.042 METERS 24808     |
 FD1517| CG6694 KINCADE 2 RM 4                       24.095 METERS 33432     |
 FD1517|---------------------------------------------------------------------|
 FD1517
 FD1517                          SUPERSEDED SURVEY CONTROL
 FD1517
 FD1517  NAD 83(1995)-  35 39 58.91205(N)    087 19 09.43491(W) AD(       ) 1
 FD1517  NAD 83(1986)-  35 39 58.92099(N)    087 19 09.43526(W) AD(       ) 1
 FD1517  NAD 27      -  35 39 58.66564(N)    087 19 09.39461(W) AD(       ) 1
 FD1517  NGVD 29 (07/19/86)  291.5    (m)          956.     (f) VERT ANG       
 FD1517
 FD1517.Superseded values are not recommended for survey control.
 FD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1517.See file dsdata.txt to determine how the superseded data were derived.
 FD1517
 FD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7110346991(NAD 83)
 FD1517_MARKER: DS = TRIANGULATION STATION DISK
 FD1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1517_STAMPING: KINCADE 2 1970
 FD1517_MARK LOGO: CGS   
 FD1517
 FD1517  HISTORY     - Date     Condition        Report By
 FD1517  HISTORY     - 1970     MONUMENTED       CGS
 FD1517
 FD1517                          STATION DESCRIPTION
 FD1517
 FD1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1517'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF
 FD1517'WILLIAMSPORT, 5 MILES NORTH-NORTHWEST OF HAMPSHIRE AND ON
 FD1517'PROPERTY OWNED BY THE NATCHEZ TRACE PARKWAY.
 FD1517'
 FD1517'TO REACH THE STATION FROM THE POST OFFICE IN HAMPSHIRE,
 FD1517'GO WESTERLY ON STATE HIGHWAY 99 FOR 0.3 MILE TO A FORK.  KEEP
 FD1517'RIGHT FORK AND GO WEST ON PAVED ROAD FOR 0.85 MILE TO A
 FD1517'FORK.  KEEP LEFT FORK WESTERLY 1.4 MILES TO A SIDE ROAD ON THE
 FD1517'LEFT.  CONTINUE NORTHERLY FOR 1.8 MILES TO A SIDE ROAD ON THE
 FD1517'LEFT.  TURN LEFT, CROSSING A BRIDGE AND GO WESTERLY FOR 1.0
 FD1517'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 2.0
 FD1517'MILES TO A REVERSE Y-FORK.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE
 FD1517'TO A DIM SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 FD1517'WESTERLY FOR 0.1 MILE TO A DIM ROAD ON THE RIGHT.  TURN RIGHT
 FD1517'AND GO APPROXIMATELY 150 FEET TO THE STATION ON THE
 FD1517'LEFT.
 FD1517'
 FD1517'THE STATION MARK IS A STANDARD DISK, STAMPED KINCADE 2 1970,
 FD1517'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1517'4-INCHES.  IT IS 67 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 FD1517'FIELD, 54 FEET EAST OF A 24 INCH OAK TREE AND 4.5 FEET
 FD1517'EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1517'
 FD1517'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KINCADE 2 NO 3
 FD1517'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FD1517'PROJECTS 4-INCHES.  IT IS 53 FEET NORTHWEST OF A 20-INCH OAK
 FD1517'TREE, 51.5 FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN
 FD1517'AND 37 FEET NORTHEAST OF A DIM FIELD ROAD.
 FD1517'
 FD1517'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED KINCADE 2 NO 4
 FD1517'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FD1517'PROJECTS 2-INCHES.  IT IS 77 FEET NORTHWEST OF THE METAL
 FD1517'WITNESS POST WITH SIGN AND 46 FEET NORTH OF A 24-INCH OAK TREE.
 FD1517'
 FD1517'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FD1517'KINCADE AZIMUTH 1934, SET IN THE TOP OF A 12-INCH ROUND
 FD1517'CONCRETE MONUMENT THAT PROJECTS 2-INCHES.  IT IS 12 FEET
 FD1517'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1.5 FEET NORTH
 FD1517'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1517'
 FD1517'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1 MILE
 FD1517'TO THE GRAVELED ROAD.  TURN LEFT AND GO NORTHERLY FOR 0.2 MILE
 FD1517'TO A FORK.  TAKE LEFT FORK AND WESTERLY FOR 0.15 MILE TO A
 FD1517'FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE
 FD1517'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2112 ***********************************************************************
 GA2112  DESIGNATION -  KINCAID
 GA2112  PID         -  GA2112
 GA2112  STATE/COUNTY-  TN/GRAINGER
 GA2112  USGS QUAD   -  AVONDALE (1979)
 GA2112
 GA2112                         *CURRENT SURVEY CONTROL
 GA2112  ___________________________________________________________________
 GA2112* NAD 83(1995)-  36 21 36.07692(N)    083 25 05.24356(W)     ADJUSTED  
 GA2112* NAVD 88     -       428.168  (meters)    1404.75   (feet)  ADJUSTED  
 GA2112  ___________________________________________________________________
 GA2112  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GA2112  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2112  DYNAMIC HT  -         427.777 (meters)    1403.46  (feet)  COMP
 GA2112  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2112
 GA2112  HORZ ORDER  -  SECOND
 GA2112  VERT ORDER  -  SECOND    CLASS 0
 GA2112
 GA2112.The horizontal coordinates were established by classical geodetic methods
 GA2112.and adjusted by the National Geodetic Survey in April 1999..
 GA2112
 GA2112.The orthometric height was determined by differential leveling
 GA2112.and adjusted by the National Geodetic Survey in June 1991..
 GA2112
 GA2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2112
 GA2112.The geoid height was determined by GEOID03.
 GA2112
 GA2112.The dynamic height is computed by dividing the NAVD 88
 GA2112.geopotential number by the normal gravity value computed on the
 GA2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2112.degrees latitude (g = 980.6199 gals.).
 GA2112
 GA2112.The modeled gravity was interpolated from observed gravity values.
 GA2112
 GA2112;                    North         East     Units Scale Factor Converg.
 GA2112;SPC TN       -   227,919.428   831,699.750   MT  0.99999044   +1 30 41.5
 GA2112;SPC TN       -   747,765.66  2,728,668.26   sFT  0.99999044   +1 30 41.5
 GA2112;UTM  17      - 4,026,596.558   283,035.894   MT  1.00018002   -1 26 03.0
 GA2112
 GA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2112!SPC TN       -   0.99993766  x   0.99999044  =   0.99992810
 GA2112!UTM  17      -   0.99993766  x   1.00018002  =   1.00011767
 GA2112
 GA2112|---------------------------------------------------------------------|
 GA2112| PID    Reference Object                     Distance      Geod. Az  |
 GA2112|                                                           dddmmss.s |
 GA2112| GA2111 KINCAID RM 1                         22.924 METERS 08433     |
 GA2112| DB9549 KINCAID AZ MK                                      1891703.6 |
 GA2112| GA3524 TS 1W                               APPROX. 2.2 KM 2902159.8 |
 GA2112| GA2113 KINCAID RM 2                         14.880 METERS 31614     |
 GA2112|---------------------------------------------------------------------|
 GA2112
 GA2112                          SUPERSEDED SURVEY CONTROL
 GA2112
 GA2112  NAD 83(1995)-  36 21 36.08025(N)    083 25 05.24676(W) AD(       ) 2
 GA2112  NAD 83(1995)-  36 21 36.08331(N)    083 25 05.23909(W) AD(       ) 2
 GA2112  NAD 83(1995)-  36 21 36.08406(N)    083 25 05.24605(W) AD(       ) 2
 GA2112  NAD 83(1986)-  36 21 36.08617(N)    083 25 05.24593(W) AD(       ) 2
 GA2112  NAD 27      -  36 21 35.76777(N)    083 25 05.60926(W) AD(       ) 2
 GA2112  NGVD 29 (??/??/92)  428.287  (m)         1405.14   (f) ADJ UNCH    2 0
 GA2112
 GA2112.Superseded values are not recommended for survey control.
 GA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2112.See file dsdata.txt to determine how the superseded data were derived.
 GA2112
 GA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8303626597(NAD 83)
 GA2112_MARKER: DD = SURVEY DISK
 GA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2112_STAMPING: KINCAID 1963
 GA2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2112+STABILITY: SURFACE MOTION
 GA2112
 GA2112  HISTORY     - Date     Condition        Report By
 GA2112  HISTORY     - 1963     MONUMENTED       TNHD
 GA2112  HISTORY     - 1963     GOOD             TNGS
 GA2112
 GA2112                          STATION DESCRIPTION
 GA2112
 GA2112'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2112'THE STATION IS LOCATED ON THE PROPERTY OF MRS. FRANK KINCAID JUST
 GA2112'NORTH OF THE SMALL
 GA2112'COMMUNITY OF THORN HILL.
 GA2112'
 GA2112'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2112'NORTHWESTERLY ON U.  S.
 GA2112'HIGHWAY 25E FOR 0.1 MILE TO A GRAVELED DRIVE ON THE RIGHT,
 GA2112'TURN RIGHT PASSING THROUGH
 GA2112'A CATTLE GUARD AND GO NORTHEASTERLY FOR
 GA2112'0.15 MILE TO A GARAGE AND A GAP ON THE LEFT.
 GA2112'TURN LEFT THROUGH THIS
 GA2112'GAP AND GO WESTERLY ACROSS SMALL PASTURE FOR 0.05 MILE TO
 GA2112'STATION ON THE
 GA2112'SOUTH SIDE OF A LOW KNOLL.
 GA2112'
 GA2112'THE STATION IS ABOUT 135 FEET NORTHWEST OF A GRAVELED DRIVE AND 57
 GA2112'FEET WEST OF THE A 20-INCH
 GA2112'HICKORY TREE.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2112'STANDARD TENNESSEE HIGHWAY
 GA2112'DEPARTMENT DISKS AND ARE STAMPED KINCAID
 GA2112'1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA2112'INCHES BELOW THE SURFACE.
 GA2112'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2112'CONCRETE
 GA2112'MONUMENT.
 GA2112'
 GA2112'REFERENCE MARK NO. 1 IS ABOUT 180 FEET NORTHWEST OF A GRAVELED DRIVE
 GA2112'AND 93 FEET SOUTHWEST OF
 GA2112'THE SOUTHWEST CORNER OF A SMALL FARM SHED.  IT IS A
 GA2112'STANDARD TENNESSEE HIGHWAY
 GA2112'DEPARTMENT DISK CEMENTED IN A DRILL HOLE
 GA2112'IN OUTCROPPING BEDROCK AND THE DISK IS
 GA2112'STAMPED KINCAID RM-1 1963.
 GA2112'
 GA2112'REFERENCE MARK NO. 2 IS 71 FEET SOUTHWEST OF A 36-INCH LOCUST TREE,
 GA2112'53 FEET SOUTHEAST OF A
 GA2112'FENCE AND 15 FEET NORTHEAST OF A 20-INCH HICKORY TREE.
 GA2112'IT IS A STANDARD TENNESSEE
 GA2112'HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GA2112'DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 GA2112'DISK IS STAMPED KINCAID
 GA2112'RM-2 1963.
 GA2112'
 GA2112'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2112'THE GRAVELED DRIVE OF A
 GA2112'CHURCH AND 13 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2112'STATE ROUTE 131.  IT IS A
 GA2112'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2112'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2112'MONUMENT AND THE DISK IS
 GA2112'STAMPED KINCAID AZI 1963.
 GA2112'
 GA2112'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 25E AND
 GA2112'STATE ROUTE 131 IN
 GA2112'THORN HILL, GO WEST ON STATE ROUTE 131 FOR 0.1 MILE TO
 GA2112'THE MARK ON THE RIGHT AS
 GA2112'DESCRIBED.
 GA2112'
 GA2112'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GA2112
 GA2112                          STATION RECOVERY (1963)
 GA2112
 GA2112'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2112'AT THORN HILL.
 GA2112'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2112'25E FOR 0.1 MILE TO A GRAVELED ROAD ON THE RIGHT LEADING INTO
 GA2112'THE FARM HOME OF MRS. FRANK KINCAID.  TURN RIGHT PASSING THROUGH
 GA2112'A CATTLE GUARD AND GO NORTHEAST ON THE GRAVELED FARM ROAD FOR
 GA2112'0.15 MILE TO A GARAGE AND A WIRE GAP ON THE LEFT.  TURN LEFT
 GA2112'THROUGH THE WIRE GAP AND GO WEST ACROSS A SMALL PASTURE FOR
 GA2112'0.05 MILE TO THE STATION ON THE SOUTH SIDE OF A LOW KNOLL.
 GA2112'THE STATION IS ABOUT 135 FEET NORTHWEST OF A GRAVELED DRIVE
 GA2112'AND 57 FEET WEST OF A 20-INCH HICKORY TREE.  THE MARK IS A STANDARD
 GA2112'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2112'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2111 ***********************************************************************
 GA2111  DESIGNATION -  KINCAID RM 1
 GA2111  PID         -  GA2111
 GA2111  STATE/COUNTY-  TN/GRAINGER
 GA2111  USGS QUAD   -  AVONDALE (1979)
 GA2111
 GA2111                         *CURRENT SURVEY CONTROL
 GA2111  ___________________________________________________________________
 GA2111* NAD 83(1986)-  36 21 35.     (N)    083 25 06.     (W)     SCALED    
 GA2111* NAVD 88     -       429.325  (meters)    1408.54   (feet)  ADJUSTED  
 GA2111  ___________________________________________________________________
 GA2111  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2111  DYNAMIC HT  -         428.933 (meters)    1407.26  (feet)  COMP
 GA2111  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2111
 GA2111  VERT ORDER  -  SECOND    CLASS 0
 GA2111
 GA2111.The horizontal coordinates were scaled from a topographic map and have
 GA2111.an estimated accuracy of +/- 6 seconds.
 GA2111
 GA2111.The orthometric height was determined by differential leveling
 GA2111.and adjusted by the National Geodetic Survey in June 1991..
 GA2111
 GA2111.The geoid height was determined by GEOID03.
 GA2111
 GA2111.The dynamic height is computed by dividing the NAVD 88
 GA2111.geopotential number by the normal gravity value computed on the
 GA2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2111.degrees latitude (g = 980.6199 gals.).
 GA2111
 GA2111.The modeled gravity was interpolated from observed gravity values.
 GA2111
 GA2111;                    North         East    Units  Estimated Accuracy
 GA2111;SPC TN       -   227,890.      831,680.      MT  (+/- 180 meters Scaled)
 GA2111
 GA2111                          SUPERSEDED SURVEY CONTROL
 GA2111
 GA2111  NGVD 29 (??/??/92)  429.444  (m)         1408.93   (f) ADJ UNCH    2 0
 GA2111
 GA2111.Superseded values are not recommended for survey control.
 GA2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2111.See file dsdata.txt to determine how the superseded data were derived.
 GA2111
 GA2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA830265(NAD 83)
 GA2111_MARKER: DD = SURVEY DISK
 GA2111_SETTING: 66 = SET IN ROCK OUTCROP
 GA2111_SP_SET: BEDROCK
 GA2111_STAMPING: KINCAID RM-1 1963
 GA2111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2111+STABILITY: POSITION/ELEVATION WELL
 GA2111
 GA2111  HISTORY     - Date     Condition        Report By
 GA2111  HISTORY     - 1963     MONUMENTED       TNHD
 GA2111
 GA2111                          STATION DESCRIPTION
 GA2111
 GA2111'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2111'AT THORN HILL.
 GA2111'THE MARK IS LOCATED AT THE KINCAID 1963 STATION SITE, 180 FEET
 GA2111'NORTHWEST OF A GRAVELED DRIVE, 75 FEET EAST OF THE STATION
 GA2111'AND 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FARM
 GA2111'SHED.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2111'CEMENTED IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.  NOTE--
 GA2111'FOR DESCR. SEE KINCAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2113 ***********************************************************************
 GA2113  DESIGNATION -  KINCAID RM 2
 GA2113  PID         -  GA2113
 GA2113  STATE/COUNTY-  TN/GRAINGER
 GA2113  USGS QUAD   -  AVONDALE (1979)
 GA2113
 GA2113                         *CURRENT SURVEY CONTROL
 GA2113  ___________________________________________________________________
 GA2113* NAD 83(1986)-  36 21 35.     (N)    083 25 06.     (W)     SCALED    
 GA2113* NAVD 88     -       428.283  (meters)    1405.13   (feet)  ADJUSTED  
 GA2113  ___________________________________________________________________
 GA2113  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2113  DYNAMIC HT  -         427.891 (meters)    1403.84  (feet)  COMP
 GA2113  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2113
 GA2113  VERT ORDER  -  SECOND    CLASS 0
 GA2113
 GA2113.The horizontal coordinates were scaled from a topographic map and have
 GA2113.an estimated accuracy of +/- 6 seconds.
 GA2113
 GA2113.The orthometric height was determined by differential leveling
 GA2113.and adjusted by the National Geodetic Survey in June 1991..
 GA2113
 GA2113.The geoid height was determined by GEOID03.
 GA2113
 GA2113.The dynamic height is computed by dividing the NAVD 88
 GA2113.geopotential number by the normal gravity value computed on the
 GA2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2113.degrees latitude (g = 980.6199 gals.).
 GA2113
 GA2113.The modeled gravity was interpolated from observed gravity values.
 GA2113
 GA2113;                    North         East    Units  Estimated Accuracy
 GA2113;SPC TN       -   227,890.      831,680.      MT  (+/- 180 meters Scaled)
 GA2113
 GA2113                          SUPERSEDED SURVEY CONTROL
 GA2113
 GA2113  NGVD 29 (??/??/92)  428.402  (m)         1405.52   (f) ADJ UNCH    2 0
 GA2113
 GA2113.Superseded values are not recommended for survey control.
 GA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2113.See file dsdata.txt to determine how the superseded data were derived.
 GA2113
 GA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA830265(NAD 83)
 GA2113_MARKER: DD = SURVEY DISK
 GA2113_SETTING: 66 = SET IN ROCK OUTCROP
 GA2113_SP_SET: BEDROCK OUTCROP
 GA2113_STAMPING: KINCAID RM-2 1963
 GA2113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2113+STABILITY: POSITION/ELEVATION WELL
 GA2113
 GA2113  HISTORY     - Date     Condition        Report By
 GA2113  HISTORY     - 1963     MONUMENTED       TNHD
 GA2113
 GA2113                          STATION DESCRIPTION
 GA2113
 GA2113'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2113'AT THORN HILL.
 GA2113'THE MARK IS LOCATED AT THE KINCAID 1963 STATION SITE, 71 FEET
 GA2113'SOUTHWEST OF A 36-INCH LOCUST TREE, 49 FEET NORTHWEST OF
 GA2113'STATION, 53 FEET SOUTHEAST OF A FENCE AND 15 FEET NORTHEAST OF
 GA2113'A 20-INCH HICKORY TREE.  THE MARK IS A STANDARD TENNESSEE
 GA2113'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 GA2113'BEDROCK.  NOTE-- FOR DESCR. SEE STATION KINCAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1694 ***********************************************************************
 GC1694  DESIGNATION -  KING
 GC1694  PID         -  GC1694
 GC1694  STATE/COUNTY-  TN/HUMPHREYS
 GC1694  USGS QUAD   -  WAVERLY (1987)
 GC1694
 GC1694                         *CURRENT SURVEY CONTROL
 GC1694  ___________________________________________________________________
 GC1694* NAD 83(1986)-  36 04 44.     (N)    087 50 33.     (W)     SCALED    
 GC1694* NAVD 88     -       140.779  (meters)     461.87   (feet)  ADJUSTED  
 GC1694  ___________________________________________________________________
 GC1694  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1694  DYNAMIC HT  -         140.658 (meters)     461.48  (feet)  COMP
 GC1694  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC1694
 GC1694  VERT ORDER  -  SECOND    CLASS 0
 GC1694
 GC1694.The horizontal coordinates were scaled from a topographic map and have
 GC1694.an estimated accuracy of +/- 6 seconds.
 GC1694
 GC1694.The orthometric height was determined by differential leveling
 GC1694.and adjusted by the National Geodetic Survey in June 1991..
 GC1694
 GC1694.The geoid height was determined by GEOID03.
 GC1694
 GC1694.The dynamic height is computed by dividing the NAVD 88
 GC1694.geopotential number by the normal gravity value computed on the
 GC1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1694.degrees latitude (g = 980.6199 gals.).
 GC1694
 GC1694.The modeled gravity was interpolated from observed gravity values.
 GC1694
 GC1694;                    North         East    Units  Estimated Accuracy
 GC1694;SPC TN       -   195,230.      434,060.      MT  (+/- 180 meters Scaled)
 GC1694
 GC1694                          SUPERSEDED SURVEY CONTROL
 GC1694
 GC1694  NGVD 29 (??/??/??)  140.81   (m)          462.0    (f) RESET       3  
 GC1694
 GC1694.Superseded values are not recommended for survey control.
 GC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1694.See file dsdata.txt to determine how the superseded data were derived.
 GC1694
 GC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241930(NAD 83)
 GC1694_MARKER: DD = SURVEY DISK
 GC1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1694_STAMPING: KING 1961
 GC1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1694+STABILITY: SURFACE MOTION
 GC1694
 GC1694  HISTORY     - Date     Condition        Report By
 GC1694  HISTORY     - 1961     MONUMENTED       TNHD
 GC1694
 GC1694                          STATION DESCRIPTION
 GC1694
 GC1694'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1694'2.5 MI SW FROM WAVERLY.
 GC1694'FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE IN
 GC1694'WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 2.7 MILES TO THE STATION
 GC1694'ON THE LEFT AS DESCRIBED.  THE STATION IS 32 FEET SOUTH OF THE
 GC1694'APPROXIMATE CENTER OF U.S. HIGHWAY 70, 31 FEET EAST OF A
 GC1694'TELEPHONE POLE AND 2.0 FEET NORTH OF A WITNESS POST.  THE DISK
 GC1694'IS SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0441 ***********************************************************************
 FD0441  DESIGNATION -  KING
 FD0441  PID         -  FD0441
 FD0441  STATE/COUNTY-  TN/GILES
 FD0441  USGS QUAD   -  ELKTON (1982)
 FD0441
 FD0441                         *CURRENT SURVEY CONTROL
 FD0441  ___________________________________________________________________
 FD0441* NAD 83(1995)-  35 05 20.40614(N)    086 53 09.84329(W)     ADJUSTED  
 FD0441* NAVD 88     -       256.269  (meters)     840.78   (feet)  ADJUSTED  
 FD0441  ___________________________________________________________________
 FD0441  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD0441  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0441  DYNAMIC HT  -         256.031 (meters)     840.00  (feet)  COMP
 FD0441  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0441
 FD0441  HORZ ORDER  -  SECOND
 FD0441  VERT ORDER  -  SECOND    CLASS 0
 FD0441
 FD0441.The horizontal coordinates were established by classical geodetic methods
 FD0441.and adjusted by the National Geodetic Survey in April 1999..
 FD0441
 FD0441.The orthometric height was determined by differential leveling
 FD0441.and adjusted by the National Geodetic Survey in June 1991..
 FD0441
 FD0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0441
 FD0441.The geoid height was determined by GEOID03.
 FD0441
 FD0441.The dynamic height is computed by dividing the NAVD 88
 FD0441.geopotential number by the normal gravity value computed on the
 FD0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0441.degrees latitude (g = 980.6199 gals.).
 FD0441
 FD0441.The modeled gravity was interpolated from observed gravity values.
 FD0441
 FD0441;                    North         East     Units Scale Factor Converg.
 FD0441;SPC TN       -    84,208.302   519,198.687   MT  1.00003231   -0 31 07.5
 FD0441;SPC TN       -   276,273.40  1,703,404.36   sFT  1.00003231   -0 31 07.5
 FD0441;UTM  16      - 3,882,919.023   510,385.254   MT  0.99960133   +0 03 55.8
 FD0441
 FD0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0441!SPC TN       -   0.99996411  x   1.00003231  =   0.99999642
 FD0441!UTM  16      -   0.99996411  x   0.99960133  =   0.99956546
 FD0441
 FD0441:                Primary Azimuth Mark                     Grid Az
 FD0441:SPC TN       -  ARDMORE MUNICIPAL TANK                   159 56 10.5
 FD0441:UTM  16      -  ARDMORE MUNICIPAL TANK                   159 21 07.2
 FD0441
 FD0441|---------------------------------------------------------------------|
 FD0441| PID    Reference Object                     Distance      Geod. Az  |
 FD0441|                                                           dddmmss.s |
 FD0441| EF1490 ARDMORE MUNICIPAL TANK              APPROX.11.4 KM 1592503.0 |
 FD0441| FD0442 KING RM 1                            23.784 METERS 24039     |
 FD0441| CG6695 KING AZ MK                                         3143043.0 |
 FD0441| FD0443 KING RM 2                            29.541 METERS 32544     |
 FD0441|---------------------------------------------------------------------|
 FD0441
 FD0441                          SUPERSEDED SURVEY CONTROL
 FD0441
 FD0441  NAD 83(1995)-  35 05 20.40757(N)    086 53 09.84328(W) AD(       ) 2
 FD0441  NAD 83(1995)-  35 05 20.41075(N)    086 53 09.84660(W) AD(       ) 2
 FD0441  NAD 83(1986)-  35 05 20.41410(N)    086 53 09.84482(W) AD(       ) 2
 FD0441  NAD 27      -  35 05 20.12060(N)    086 53 09.83400(W) AD(       ) 2
 FD0441  NGVD 29 (??/??/92)  256.241  (m)          840.68   (f) ADJ UNCH    2 0
 FD0441
 FD0441.Superseded values are not recommended for survey control.
 FD0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0441.See file dsdata.txt to determine how the superseded data were derived.
 FD0441
 FD0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1038582919(NAD 83)
 FD0441_MARKER: DE = TRAVERSE STATION DISK
 FD0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0441_STAMPING: KING 1960
 FD0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0441+STABILITY: SURFACE MOTION
 FD0441
 FD0441  HISTORY     - Date     Condition        Report By
 FD0441  HISTORY     - 1960     MONUMENTED       CGS
 FD0441  HISTORY     - 1960     GOOD             CGS
 FD0441
 FD0441                          STATION DESCRIPTION
 FD0441
 FD0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0441'THE STATION IS LOCATED ON THE PROPERTY OF MRS M G ANDERSON, ABOUT 11
 FD0441'MILES SOUTHEAST OF
 FD0441'PULASKI, AND ABOUT 2.5 MILES NORTH OF ELKTON.
 FD0441'
 FD0441'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTHERLY ON
 FD0441'A HARD SURFACE ROAD FOR
 FD0441'0.3 MILE TO U S HIGHWAY 31.  TURN RIGHT, AND GO
 FD0441'NORTHWEST ON U S HIGHWAY 31 FOR
 FD0441'1.05 MILES TO A SIDE ROAD RIGHT.
 FD0441'TURN RIGHT, AND GO NORTHEAST ON A HARD SURFACE
 FD0441'ROAD FOR 2.2 MILES TO
 FD0441'A SIDE ROAD LEFT.  TURN LEFT, AND GO NORTH AND WEST ON A GRAVELED
 FD0441'ROAD FOR 1.05
 FD0441'MILES TO A DRIVEWAY AND A GATE ON THE LEFT*.  TURN
 FD0441'LEFT, SOUTH, PASS THROUGH GATE
 FD0441'INTO FARM YARD, AND END OF TRUCK
 FD0441'TRAVEL.  PACK SOUTH, ABOUT 0.15 MILE TO THE
 FD0441'SUMMIT OF A WOODED HILL
 FD0441'AND THE STATION.
 FD0441'
 FD0441'*TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, GO WEST, ON A GRAVELED
 FD0441'ROAD FOR 0.35 MILE TO THE
 FD0441'AZIMUTH MARK ON THE LEFT.
 FD0441'
 FD0441'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0441'STAMPED KING 1960, AND SET
 FD0441'FLUSH.  IT IS 24 FEET WEST OF A 30-INCH TREE, 2.9 FEET
 FD0441'SOUTHEAST OF A WITNESS SIGN, AND
 FD0441'SET ON ABOUT THE HIGHEST PART OF
 FD0441'HILL.
 FD0441'
 FD0441'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0441'STAMPED KING NO 1 1960,
 FD0441'AND SET FLUSH.  IT IS 22 FEET NORTHEAST OF A 14-INCH
 FD0441'TREE, ABOUT 4 FEET LOWER THAN THE
 FD0441'STATION MARK, AND SET ON THE
 FD0441'SOUTHWEST SLOPE OF HILL.
 FD0441'
 FD0441'REFERENCE MARK NO 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 FD0441'OUTCROPPING BEDROCK, STAMPED
 FD0441'KING NO 2 1960, AND SET FLUSH.  IT IS 7 FEET SOUTH
 FD0441'OF A 12-INCH TREE, ABOUT 5 FEET
 FD0441'LOWER THAN THE STATION MARK, AND SET
 FD0441'ON THE NORTHWEST SLOPE OF HILL.
 FD0441'
 FD0441'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0441'STAMPED KING 1960, AND SET
 FD0441'FLUSH.  IT IS 23 FEET SOUTH OF THE CENTER OF A GRAVELED
 FD0441'ROAD, 3 FEET SOUTH OF A WIRE
 FD0441'FENCE, AND 2.0 FEET WEST OF A WITNESS
 FD0441'SIGN.
 FD0441
 FD0441                          STATION RECOVERY (1960)
 FD0441
 FD0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0441'3.1 MI N FROM ELKTON.
 FD0441'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0441'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE
 FD0441'EAST ON A GRAVELED ROAD, THEN 2.4 MILE NORTH ON INTERSTATE
 FD0441'HIGHWAY 65, THEN ABOUT 0.1 MILE WEST TO THE CREST OF A WOODED
 FD0441'HILL.  THE STATION MARK IS 24 FT. WEST OF A 30-INCH TREE, 2.9
 FD0441'FT. SOUTHEAST OF A WITNESS SIGN, AND SET ON ABOUT THE HIGHEST
 FD0441'PART OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0441'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1805 ***********************************************************************
 FC1805  DESIGNATION -  KING
 FC1805  PID         -  FC1805
 FC1805  STATE/COUNTY-  TN/ROANE
 FC1805  USGS QUAD   -  HARRIMAN (1980)
 FC1805
 FC1805                         *CURRENT SURVEY CONTROL
 FC1805  ___________________________________________________________________
 FC1805* NAD 83(1995)-  35 53 08.03572(N)    084 32 13.80990(W)     ADJUSTED  
 FC1805* NAVD 88     -       336.0    (meters)    1102.     (feet)  VERTCON   
 FC1805  ___________________________________________________________________
 FC1805  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 FC1805  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC1805
 FC1805  HORZ ORDER  -  SECOND
 FC1805
 FC1805.The horizontal coordinates were established by classical geodetic methods
 FC1805.and adjusted by the National Geodetic Survey in April 1999..
 FC1805
 FC1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1805
 FC1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1805
 FC1805.The geoid height was determined by GEOID03.
 FC1805
 FC1805;                    North         East     Units Scale Factor Converg.
 FC1805;SPC TN       -   173,205.718   732,072.806   MT  0.99994880   +0 51 23.0
 FC1805;SPC TN       -   568,259.09  2,401,808.86   sFT  0.99994880   +0 51 23.0
 FC1805;UTM  16      - 3,974,057.809   722,310.904   MT  1.00020903   +1 26 39.2
 FC1805
 FC1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1805!SPC TN       -   0.99995202  x   0.99994880  =   0.99990082
 FC1805!UTM  16      -   0.99995202  x   1.00020903  =   1.00016104
 FC1805
 FC1805:                Primary Azimuth Mark                     Grid Az
 FC1805:SPC TN       -  KINGSTON POWER PLANT TANK                053 09 20.3
 FC1805:UTM  16      -  KINGSTON POWER PLANT TANK                052 34 04.1
 FC1805
 FC1805|---------------------------------------------------------------------|
 FC1805| PID    Reference Object                     Distance      Geod. Az  |
 FC1805|                                                           dddmmss.s |
 FC1805| FC1806 KINGSTON POWER PLANT TANK           APPROX. 2.6 KM 0540043.3 |
 FC1805| CZ4887 KING RM 2                            13.453 METERS 09157     |
 FC1805| CZ4886 KING RM 1                             7.605 METERS 18312     |
 FC1805|---------------------------------------------------------------------|
 FC1805
 FC1805                          SUPERSEDED SURVEY CONTROL
 FC1805
 FC1805  NAD 83(1995)-  35 53 08.04490(N)    084 32 13.80933(W) AD(       ) 2
 FC1805  NAD 83(1986)-  35 53 08.05045(N)    084 32 13.80739(W) AD(       ) 2
 FC1805  NAD 27      -  35 53 07.77870(N)    084 32 14.05930(W) AD(       ) 2
 FC1805  NGVD 29 (07/19/86)  336.1    (m)         1103.     (f) VERT ANG       
 FC1805
 FC1805.Superseded values are not recommended for survey control.
 FC1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1805.See file dsdata.txt to determine how the superseded data were derived.
 FC1805
 FC1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2231174058(NAD 83)
 FC1805_MARKER: DE = TRAVERSE STATION DISK
 FC1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1805
 FC1805  HISTORY     - Date     Condition        Report By
 FC1805  HISTORY     - 1960     MONUMENTED       CGS
 FC1805  HISTORY     - 1972     GOOD             TVA
 FC1805
 FC1805                          STATION DESCRIPTION
 FC1805
 FC1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1805'THE STATION IS LOCATED ON THE PROPERTY OF THE T.V.A., ABOUT 2 MILES
 FC1805'NORTHWEST OF KINGSTON, AND ABOUT 1.3 MILES SOUTHWEST OF THE
 FC1805'KINGSTON POWER PLANT.
 FC1805'
 FC1805'TO REACH THE STATION FROM THE NORTHWEST END OF THE WATTS BAR LAKE
 FC1805'BRIDGE WHICH IS ABOUT 1 MILE NORTHWEST OF KINGSTON, GO
 FC1805'WEST, ON U.S. HIGHWAY 70 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.
 FC1805'TURN LEFT, UP HILL, AND GO 0.7 MILE TO A REVERSE-Y AT
 FC1805'SIGN, KINGSTON HGT. TURN SHARP RIGHT, AND GO 0.15 MILE TO A T-ROAD ON
 FC1805'THE LEFT, CONTINUE ON THE HARD SURFACE ROAD AROUND THE LOOP
 FC1805'FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT, AND GO ABOUT 30
 FC1805'YARDS TO THE TOP OF HILL AND THE STATION NEAR THE KINGSTON
 FC1805'AUX. POLICE OBSERVATION CONTROL STATION.
 FC1805'
 FC1805'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED KING 1960,
 FC1805'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB WHICH IS 7 FEET
 FC1805'SQUARE, AND SET FLUSH. IT IS 28 FEET NORTH OF THE NORTH EDGE OF A
 FC1805'CONCRETE WATER TANK, 19 FEET NORTH OF THE NORTHWEST LEG OF THE
 FC1805'OBSERVATION CONTROL TOWER, AND 5.7 FEET EAST OF A TRIANGULAR BLAZED
 FC1805'CREOSOTED POLE.
 FC1805'
 FC1805'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KING NO 1 1960, SET
 FC1805'IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS SET UNDER THE
 FC1805'KINGSTON AUX. POLICE OBSERVATION CONTROL STATION, 10 FEET WEST OF THE
 FC1805'WEST EDGE OF A CONCRETE WATER TANK, AND ABOUT 1 FOOT HIGHER THAN THE
 FC1805'STATION MARK.
 FC1805'
 FC1805'REFERENCE MARK NO. 2 IS A U.S. COAST AND GEODETIC AND STATE SURVEY
 FC1805'ELEVATION STATION DISK, STAMPED NO 1820, SET IN A 6-INCH SQUARE
 FC1805'CONCRETE MONUMENT, AND PROJECTS 7 INCHES. IT IS 3 FEET EAST OF A
 FC1805'POWER LINE POLE, AND 0.7 OF A FOOT EAST OF A WITNESS SIGN.
 FC1805'
 FC1805'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, THE KINGSTON,
 FC1805'POWER PLANT WATER TANK WILL SERVE AS THE AZIMUTH. SEE
 FC1805'DESCRIPTION THEREOF.
 FC1805'
 FC1805'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FC1805
 FC1805                          STATION RECOVERY (1972)
 FC1805
 FC1805'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC1805'KING 1960 REPORTED IN GOOD CONDITION.
 FC1805'
 FC1805'DESCRIPTIONS GOOD.
 FC1805'
 FC1805'RM 1 1960 REPORTED IN GOOD CONDITION.
 FC1805'
 FC1805'DESCRIPTIONS GOOD.
 FC1805'
 FC1805'RM 2 1960 REPORTED IN GOOD CONDITION.
 FC1805'
 FC1805'DESCRIPTIONS GOOD.
 FC1805'
 FC1805'DISTANCE AND DIRECTION FROM NEAREST TOWN SW OF KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2278 ***********************************************************************
 FE2278  DESIGNATION -  KING
 FE2278  PID         -  FE2278
 FE2278  STATE/COUNTY-  TN/HARDEMAN
 FE2278  USGS QUAD   -  MEDON (1981)
 FE2278
 FE2278                         *CURRENT SURVEY CONTROL
 FE2278  ___________________________________________________________________
 FE2278* NAD 83(1995)-  35 23 59.54811(N)    088 50 45.20590(W)     ADJUSTED  
 FE2278* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FE2278  ___________________________________________________________________
 FE2278  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2278  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2278
 FE2278  HORZ ORDER  -  SECOND
 FE2278
 FE2278.The horizontal coordinates were established by classical geodetic methods
 FE2278.and adjusted by the National Geodetic Survey in April 1999..
 FE2278
 FE2278.The orthometric height was scaled from a topographic map.
 FE2278
 FE2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2278
 FE2278.The geoid height was determined by GEOID03.
 FE2278
 FE2278;                    North         East     Units Scale Factor Converg.
 FE2278;SPC TN       -   122,090.868   341,516.454   MT  0.99997693   -1 39 58.0
 FE2278;SPC TN       -   400,559.79  1,120,458.57   sFT  0.99997693   -1 39 58.0
 FE2278;UTM  16      - 3,918,953.579   332,373.356   MT  0.99994628   -1 04 10.3
 FE2278
 FE2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2278!SPC TN       -   0.99997710  x   0.99997693  =   0.99995403
 FE2278!UTM  16      -   0.99997710  x   0.99994628  =   0.99992339
 FE2278
 FE2278|---------------------------------------------------------------------|
 FE2278| PID    Reference Object                     Distance      Geod. Az  |
 FE2278|                                                           dddmmss.s |
 FE2278| CG3636 KING RM 1                            64.660 METERS 14609     |
 FE2278| FE2285 WILLOUGHBY                          APPROX. 9.7 KM 2224939.2 |
 FE2278| CG3637 KING RM 2                            82.814 METERS 28105     |
 FE2278| CG3635 KING AZ MK                                         3173352.5 |
 FE2278|---------------------------------------------------------------------|
 FE2278
 FE2278                          SUPERSEDED SURVEY CONTROL
 FE2278
 FE2278  NAD 83(1995)-  35 23 59.55437(N)    088 50 45.21054(W) AD(       ) 2
 FE2278  NAD 83(1986)-  35 23 59.55996(N)    088 50 45.20673(W) AD(       ) 2
 FE2278  NAD 27      -  35 23 59.27600(N)    088 50 44.99900(W) AD(       ) 2
 FE2278
 FE2278.Superseded values are not recommended for survey control.
 FE2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2278.See file dsdata.txt to determine how the superseded data were derived.
 FE2278
 FE2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3237318954(NAD 83)
 FE2278_MARKER: DS = TRIANGULATION STATION DISK
 FE2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2278
 FE2278  HISTORY     - Date     Condition        Report By
 FE2278  HISTORY     - 1934     MONUMENTED       CGS
 FE2278  HISTORY     - 1958     GOOD             CGS
 FE2278
 FE2278                          STATION DESCRIPTION
 FE2278
 FE2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2278'ABOUT 6 MILES NORTH OF SILERTON, ABOUT 2 MILES EAST OF STATE ROUTE
 FE2278'18, ABOUT 1 MILE EAST OF MADISON-HARDEMAN-CHESTER COUNTY CORNER,
 FE2278'AND ON PROPERTY OF C. E. (OR W. W.) KING. TO REACH FROM COURTHOUSE IN
 FE2278'BOLIVAR, FOLLOW ROUTE 18 NORTH 13.8 MILES, TURN RIGHT AT
 FE2278'CROSSROAD WHICH ENTERS HIGHWAY IN CUT AT EAST SIDE, FOLLOW THIS ROAD
 FE2278'0.7 MILE TO FORKS AND TURN RIGHT, AND KEEP TO MAIN ROAD OVER
 FE2278'SEVERAL WOODEN BRIDGES FOR 2.85 MILES TO HOME OF MR. KING ON RIGHT.
 FE2278'STATION IS DIRECTLY ACROSS ROAD FROM MR. KINGS HOME, IN SOUTHERN
 FE2278'END OF CLEARED FIELD, 12 YARDS NORTH OF CENTER LINE OF ROAD, AND 25
 FE2278'YARDS NORTH-NORTHEAST OF 14-INCH PECAN TREE. SURFACE AND UNDERGROUND
 FE2278'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2278'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FE2278'CONCRETE.  NO. 1 IS 4 YARDS SOUTH OF CENTER LINE OF ROAD,
 FE2278'12 YARDS SOUTH OF 10-INCH OAK TREE, AND 212.14 FEET FROM STATION.
 FE2278'NO. 2 IS 25 YARDS SOUTH OF CENTER LINE OF
 FE2278'ROAD, 14 YARDS SOUTH-SOUTHWEST OF 14-INCH OAK TREE, AND 271.70 FEET
 FE2278'FROM STATION.  AZIMUTH MARK IS 9 FEET SOUTH
 FE2278'OF CENTER LINE OF ROAD LEADING TO STATION, 2 FEET NORTH OF FENCE
 FE2278'LINE, 3 FEET NORTHWEST OF 6-INCH OAK TREE, AND 0.2 MILE FROM STATION.
 FE2278
 FE2278                          STATION RECOVERY (1958)
 FE2278
 FE2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2278'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 FE2278'RECOVERED AND FOUND IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS
 FE2278'TO ALL MARKS CHECKED. NONE OF THE REFERENCE POINTS CHECKED DUE TO
 FE2278'ROAD CONSTRUCTION AND CUTTING OF TREES. THE TO REACH TO THE AZIMUTH
 FE2278'MARK DID NOT CHECK DUE TO CONSTRUCTION OF NEW ROAD. A COMPLETE NEW
 FE2278'DESCRIPTION FOLLOWS.
 FE2278'
 FE2278'THE STATION IS ABOUT 6 MILES NORTH OF SILERTON, 4 MILES SOUTHEAST OF
 FE2278'MEDON AND 2 MILES EAST OF STATE HIGHWAY 18 ON THE PROPERTY OF MR.
 FE2278'W. W. KING. IT IS 36 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2278'ROAD, 79 FEET EAST OF AN 18 INCH CEDAR TREE AND 14 FEET EAST OF A
 FE2278'WHITE WITNESS POST. THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 FE2278'STAMPED KING 1934.
 FE2278'
 FE2278'TO REACH THE STATION FROM THE MEDON BAPTIST CHURCH IN THE WESTERN
 FE2278'SECTION OF MEDON, GO SOUTHWEST ON STATE HIGHWAY 18 FOR 4.45 MILES TO
 FE2278'A GRAVELED CROSSROAD. CONTINUE SOUTHWEST ON HIGHWAY 18 FOR 1.75
 FE2278'MILES TO THE JUNCTION OF STATE HIGHWAY 100 AND 18. TURN SHARP TO
 FE2278'THE LEFT AND GO EASTERLY ON STATE HIGHWAY 100 FOR 4.1 MILES TO A
 FE2278'GRAVELED CROSSROAD JUST BEFORE REACHING THE SUMMIT OF A HIGH
 FE2278'HILL. TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.2 MILE TO A
 FE2278'FORK. TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON THE MAIN
 FE2278'GRAVELED ROAD FOR 1.15 MILES TO A GRAVELED T-ROAD. TURN LEFT AND GO
 FE2278'WEST FOR 0.1 MILE TO A Y-FORK AND A CEMETERY ON THE LEFT. TAKE THE
 FE2278'RIGHT FORK AND GO NORTH FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 FE2278'
 FE2278'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 FE2278'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 FE2278'
 FE2278'REFERENCE MARK 1 IS 41 FEET NORTH OF A 6 INCH CEDAR TREE, 15 FEET
 FE2278'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 FEET WEST OF A
 FE2278'POWER LINE POLE. THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 FE2278'STAMPED KING NO 1 1934.
 FE2278'
 FE2278'REFERENCE MARK 2 IS 84 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FE2278'GRAVELED ROAD, 92 FEET NORTHWEST OF A POWER LINE POLE AND 85 FEET
 FE2278'NORTHEAST OF A 14 INCH CEDAR TREE. THE MONUMENT PROJECTS 10 INCHES
 FE2278'AND THE DISK IS STAMPED KING NO 2 1934.
 FE2278'
 FE2278'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2278'ROAD, 10 FEET SOUTHEAST OF A 14 INCH OAK TREE, 3 FEET SOUTHEAST
 FE2278'OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF A FENCE LINE.  THE
 FE2278'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED KING 1934 AZI.
 FE2278'
 FE2278'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2616 ***********************************************************************
 GC2616  DESIGNATION -  KING
 GC2616  PID         -  GC2616
 GC2616  STATE/COUNTY-  TN/HUMPHREYS
 GC2616  USGS QUAD   -  WAVERLY (1987)
 GC2616
 GC2616                         *CURRENT SURVEY CONTROL
 GC2616  ___________________________________________________________________
 GC2616* NAD 83(1995)-  36 04 44.37276(N)    087 50 30.04634(W)     ADJUSTED  
 GC2616* NAVD 88     -       141.1    (meters)     463.     (feet)  VERTCON   
 GC2616  ___________________________________________________________________
 GC2616  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GC2616  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC2616
 GC2616  HORZ ORDER  -  SECOND
 GC2616
 GC2616.The horizontal coordinates were established by classical geodetic methods
 GC2616.and adjusted by the National Geodetic Survey in April 1999..
 GC2616
 GC2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2616
 GC2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2616
 GC2616.The geoid height was determined by GEOID03.
 GC2616
 GC2616;                    North         East     Units Scale Factor Converg.
 GC2616;SPC TN       -   195,240.745   434,129.977   MT  0.99995751   -1 04 41.5
 GC2616;SPC TN       -   640,552.34  1,424,308.10   sFT  0.99995751   -1 04 41.5
 GC2616;UTM  16      - 3,993,037.742   424,216.305   MT  0.99967076   -0 29 44.5
 GC2616
 GC2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2616!SPC TN       -   0.99998236  x   0.99995751  =   0.99993987
 GC2616!UTM  16      -   0.99998236  x   0.99967076  =   0.99965313
 GC2616
 GC2616|---------------------------------------------------------------------|
 GC2616| PID    Reference Object                     Distance      Geod. Az  |
 GC2616|                                                           dddmmss.s |
 GC2616| GC1695 KING RM 1                            28.288 METERS 08639     |
 GC2616| CG6696 KING AZ MK                                         2582524.8 |
 GC2616| GC1696 KING RM 2                            32.431 METERS 26818     |
 GC2616|---------------------------------------------------------------------|
 GC2616
 GC2616                          SUPERSEDED SURVEY CONTROL
 GC2616
 GC2616  NAD 83(1995)-  36 04 44.37470(N)    087 50 30.05014(W) AD(       ) 2
 GC2616  NAD 83(1995)-  36 04 44.37498(N)    087 50 30.05215(W) AD(       ) 2
 GC2616  NAD 83(1986)-  36 04 44.38234(N)    087 50 30.04898(W) AD(       ) 2
 GC2616  NAD 27      -  36 04 44.16493(N)    087 50 29.95717(W) AD(       ) 2
 GC2616  NGVD 29 (07/19/86)  141.1    (m)          463.     (f) VERT ANG       
 GC2616
 GC2616.Superseded values are not recommended for survey control.
 GC2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2616.See file dsdata.txt to determine how the superseded data were derived.
 GC2616
 GC2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2421693038(NAD 83)
 GC2616_MARKER: DD = SURVEY DISK
 GC2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2616_STAMPING: KING 1961
 GC2616_MARK LOGO: TNHD  
 GC2616
 GC2616  HISTORY     - Date     Condition        Report By
 GC2616  HISTORY     - 1961     MONUMENTED       TNHD
 GC2616  HISTORY     - 1972     GOOD             LOCSUR
 GC2616
 GC2616                          STATION DESCRIPTION
 GC2616
 GC2616'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2616'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF WAVERLY.
 GC2616'
 GC2616'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 GC2616'COUNTY COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 2.7
 GC2616'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2616'
 GC2616'THE STATION IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GC2616'HIGHWAY 70, 31 FEET EAST OF A TELEPHONE POLE AND 2.0 FEET NORTH
 GC2616'OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2616'TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED KING 1961.  THE
 GC2616'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC2616'SURFACE STATION MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2616'CONCRETE MONUMENT.
 GC2616'
 GC2616'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE APPROXIMATE CENTER
 GC2616'OF U.S. HIGHWAY 70.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2616'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2616'AND THE DISK IS STAMPED KING RM-1 1961.
 GC2616'
 GC2616'REFERENCE MARK NO. 2 IS 76 FEET WEST OF A TELEPHONE POLE AND 24
 GC2616'FEET SOUTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 70.  THE
 GC2616'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2616'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2616'STAMPED KING RM-2 1961.
 GC2616'
 GC2616'THE AZIMUTH MARK IS 102 FEET WEST OF A DRIVEWAY, 29 FEET SOUTH
 GC2616'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, 11 FEET NORTHEAST
 GC2616'OF A POWER POLE, AND 3.1 FEET NORTHEAST OF A WITNESS POST.  THE
 GC2616'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC2616'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2616'STAMPED KING AZI 1961.
 GC2616'
 GC2616'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWESTERLY
 GC2616'ON U. S. HIGHWAY 70 FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 GC2616'DESCRIBED.
 GC2616'
 GC2616'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2616
 GC2616                          STATION RECOVERY (1972)
 GC2616
 GC2616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2616'ADD TO DESCR. OF KING TRIANGULATION STATION 83.1 S.W. TO POLE
 GC2616'NO. JT-6967A--31.2 FT W. TO TEL POLE.
 GC2616'
 GC2616'REFMK.  NO. 1 NOT FOUND - DESTROYED BY GRADING OF YARD.
 GC2616'
 GC2616'REF MK. NO. 2 GOOD
 GC2616'
 GC2616'AZ MK. - ADD TO DESCRIPTION - 15.4 FT N.E. POWER POLE 49.2 FT
 GC2616'S.W. OF MAILBOX POST OF MORRIS M. KING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1697 ***********************************************************************
 GC1697  DESIGNATION -  KING AZ MK
 GC1697  PID         -  GC1697
 GC1697  STATE/COUNTY-  TN/HUMPHREYS
 GC1697  USGS QUAD   -  WAVERLY (1987)
 GC1697
 GC1697                         *CURRENT SURVEY CONTROL
 GC1697  ___________________________________________________________________
 GC1697* NAD 83(1986)-  36 04 41.     (N)    087 50 49.     (W)     SCALED    
 GC1697* NAVD 88     -       140.804  (meters)     461.95   (feet)  ADJUSTED  
 GC1697  ___________________________________________________________________
 GC1697  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1697  DYNAMIC HT  -         140.683 (meters)     461.56  (feet)  COMP
 GC1697  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC1697
 GC1697  VERT ORDER  -  SECOND    CLASS 0
 GC1697
 GC1697.The horizontal coordinates were scaled from a topographic map and have
 GC1697.an estimated accuracy of +/- 6 seconds.
 GC1697
 GC1697.The orthometric height was determined by differential leveling
 GC1697.and adjusted by the National Geodetic Survey in June 1991..
 GC1697
 GC1697.The geoid height was determined by GEOID03.
 GC1697
 GC1697.The dynamic height is computed by dividing the NAVD 88
 GC1697.geopotential number by the normal gravity value computed on the
 GC1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1697.degrees latitude (g = 980.6199 gals.).
 GC1697
 GC1697.The modeled gravity was interpolated from observed gravity values.
 GC1697
 GC1697;                    North         East    Units  Estimated Accuracy
 GC1697;SPC TN       -   195,150.      433,650.      MT  (+/- 180 meters Scaled)
 GC1697
 GC1697                          SUPERSEDED SURVEY CONTROL
 GC1697
 GC1697  NGVD 29 (??/??/??)  140.86   (m)          462.1    (f) RESET       3  
 GC1697
 GC1697.Superseded values are not recommended for survey control.
 GC1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1697.See file dsdata.txt to determine how the superseded data were derived.
 GC1697
 GC1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE237929(NAD 83)
 GC1697_MARKER: DZ = AZIMUTH MARK DISK
 GC1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1697_STAMPING: KING AZI 1961
 GC1697_MARK LOGO: TNHD  
 GC1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1697+STABILITY: SURFACE MOTION
 GC1697
 GC1697  HISTORY     - Date     Condition        Report By
 GC1697  HISTORY     - 1961     MONUMENTED       TNHD
 GC1697
 GC1697                          STATION DESCRIPTION
 GC1697
 GC1697'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1697'2.8 MI SW FROM WAVERLY.
 GC1697'FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE IN
 GC1697'WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 3.0 MILES TO THE AZIMUTH
 GC1697'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS 102 FEET WEST OF A
 GC1697'DRIVEWAY, 29 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70,
 GC1697'11 FEET NORTHEAST OF A POWER POLE, AND 3.1 FEET NORTHEAST OF A
 GC1697'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC1697'DEPARTMENT DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE
 GC1697'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1695 ***********************************************************************
 GC1695  DESIGNATION -  KING RM 1
 GC1695  PID         -  GC1695
 GC1695  STATE/COUNTY-  TN/HUMPHREYS
 GC1695  USGS QUAD   -  WAVERLY (1987)
 GC1695
 GC1695                         *CURRENT SURVEY CONTROL
 GC1695  ___________________________________________________________________
 GC1695* NAD 83(1986)-  36 04 44.     (N)    087 50 33.     (W)     SCALED    
 GC1695* NAVD 88     -       142.102  (meters)     466.21   (feet)  ADJUSTED  
 GC1695  ___________________________________________________________________
 GC1695  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1695  DYNAMIC HT  -         141.980 (meters)     465.81  (feet)  COMP
 GC1695  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC1695
 GC1695  VERT ORDER  -  SECOND    CLASS 0
 GC1695
 GC1695.The horizontal coordinates were scaled from a topographic map and have
 GC1695.an estimated accuracy of +/- 6 seconds.
 GC1695
 GC1695.The orthometric height was determined by differential leveling
 GC1695.and adjusted by the National Geodetic Survey in June 1991..
 GC1695
 GC1695.The geoid height was determined by GEOID03.
 GC1695
 GC1695.The dynamic height is computed by dividing the NAVD 88
 GC1695.geopotential number by the normal gravity value computed on the
 GC1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1695.degrees latitude (g = 980.6199 gals.).
 GC1695
 GC1695.The modeled gravity was interpolated from observed gravity values.
 GC1695
 GC1695;                    North         East    Units  Estimated Accuracy
 GC1695;SPC TN       -   195,230.      434,060.      MT  (+/- 180 meters Scaled)
 GC1695
 GC1695                          SUPERSEDED SURVEY CONTROL
 GC1695
 GC1695  NGVD 29 (??/??/??)  142.13   (m)          466.3    (f) RESET       3  
 GC1695
 GC1695.Superseded values are not recommended for survey control.
 GC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1695.See file dsdata.txt to determine how the superseded data were derived.
 GC1695
 GC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241930(NAD 83)
 GC1695_MARKER: DR = REFERENCE MARK DISK
 GC1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1695_STAMPING: KING RM-1 1961
 GC1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1695+STABILITY: SURFACE MOTION
 GC1695
 GC1695  HISTORY     - Date     Condition        Report By
 GC1695  HISTORY     - 1961     MONUMENTED       TNHD
 GC1695
 GC1695                          STATION DESCRIPTION
 GC1695
 GC1695'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1695'2.5 MI SW FROM WAVERLY.
 GC1695'THE MARK IS LOCATED AT THE KING 1961 STATION SITE, 36 FEET SOUTH
 GC1695'OF THE CENTERLINE OF U.S. HIGHWAY 70, 92.81 FEET EAST OF THE
 GC1695'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1695'DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0442 ***********************************************************************
 FD0442  DESIGNATION -  KING RM 1
 FD0442  PID         -  FD0442
 FD0442  STATE/COUNTY-  TN/GILES
 FD0442  USGS QUAD   -  ELKTON (1982)
 FD0442
 FD0442                         *CURRENT SURVEY CONTROL
 FD0442  ___________________________________________________________________
 FD0442* NAD 83(1986)-  35 05 20.     (N)    086 53 09.     (W)     SCALED    
 FD0442* NAVD 88     -       254.521  (meters)     835.04   (feet)  ADJUSTED  
 FD0442  ___________________________________________________________________
 FD0442  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0442  DYNAMIC HT  -         254.284 (meters)     834.26  (feet)  COMP
 FD0442  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0442
 FD0442  VERT ORDER  -  SECOND    CLASS 0
 FD0442
 FD0442.The horizontal coordinates were scaled from a topographic map and have
 FD0442.an estimated accuracy of +/- 6 seconds.
 FD0442
 FD0442.The orthometric height was determined by differential leveling
 FD0442.and adjusted by the National Geodetic Survey in June 1991..
 FD0442
 FD0442.The geoid height was determined by GEOID03.
 FD0442
 FD0442.The dynamic height is computed by dividing the NAVD 88
 FD0442.geopotential number by the normal gravity value computed on the
 FD0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0442.degrees latitude (g = 980.6199 gals.).
 FD0442
 FD0442.The modeled gravity was interpolated from observed gravity values.
 FD0442
 FD0442;                    North         East    Units  Estimated Accuracy
 FD0442;SPC TN       -    84,200.      519,220.      MT  (+/- 180 meters Scaled)
 FD0442
 FD0442                          SUPERSEDED SURVEY CONTROL
 FD0442
 FD0442  NGVD 29 (??/??/92)  254.493  (m)          834.95   (f) ADJ UNCH    2 0
 FD0442
 FD0442.Superseded values are not recommended for survey control.
 FD0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0442.See file dsdata.txt to determine how the superseded data were derived.
 FD0442
 FD0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104829(NAD 83)
 FD0442_MARKER: DR = REFERENCE MARK DISK
 FD0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0442_STAMPING: KING NO 1 1960
 FD0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0442+STABILITY: SURFACE MOTION
 FD0442
 FD0442  HISTORY     - Date     Condition        Report By
 FD0442  HISTORY     - 1960     MONUMENTED       CGS
 FD0442
 FD0442                          STATION DESCRIPTION
 FD0442
 FD0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0442'3.1 MI N FROM ELKTON.
 FD0442'THIS MARK IS LOCATED AT THE KING 1960 STATION SITE, 78 FT.
 FD0442'SOUTHWEST OF THE STATION MARK, 22 FT. NORTHEAST OF A 14-INCH
 FD0442'TREE, AND SET ON THE SOUTHWEST SLOPE OF THE HILL.  THE DISK IS
 FD0442'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1696 ***********************************************************************
 GC1696  DESIGNATION -  KING RM 2
 GC1696  PID         -  GC1696
 GC1696  STATE/COUNTY-  TN/HUMPHREYS
 GC1696  USGS QUAD   -  WAVERLY (1987)
 GC1696
 GC1696                         *CURRENT SURVEY CONTROL
 GC1696  ___________________________________________________________________
 GC1696* NAD 83(1986)-  36 04 44.     (N)    087 50 33.     (W)     SCALED    
 GC1696* NAVD 88     -       140.077  (meters)     459.57   (feet)  ADJUSTED  
 GC1696  ___________________________________________________________________
 GC1696  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1696  DYNAMIC HT  -         139.957 (meters)     459.18  (feet)  COMP
 GC1696  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC1696
 GC1696  VERT ORDER  -  SECOND    CLASS 0
 GC1696
 GC1696.The horizontal coordinates were scaled from a topographic map and have
 GC1696.an estimated accuracy of +/- 6 seconds.
 GC1696
 GC1696.The orthometric height was determined by differential leveling
 GC1696.and adjusted by the National Geodetic Survey in June 1991..
 GC1696
 GC1696.The geoid height was determined by GEOID03.
 GC1696
 GC1696.The dynamic height is computed by dividing the NAVD 88
 GC1696.geopotential number by the normal gravity value computed on the
 GC1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1696.degrees latitude (g = 980.6199 gals.).
 GC1696
 GC1696.The modeled gravity was interpolated from observed gravity values.
 GC1696
 GC1696;                    North         East    Units  Estimated Accuracy
 GC1696;SPC TN       -   195,230.      434,060.      MT  (+/- 180 meters Scaled)
 GC1696
 GC1696                          SUPERSEDED SURVEY CONTROL
 GC1696
 GC1696  NGVD 29 (??/??/??)  140.11   (m)          459.7    (f) RESET       3  
 GC1696
 GC1696.Superseded values are not recommended for survey control.
 GC1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1696.See file dsdata.txt to determine how the superseded data were derived.
 GC1696
 GC1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241930(NAD 83)
 GC1696_MARKER: DR = REFERENCE MARK DISK
 GC1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1696_STAMPING: KING RM-2 1961
 GC1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1696+STABILITY: SURFACE MOTION
 GC1696
 GC1696  HISTORY     - Date     Condition        Report By
 GC1696  HISTORY     - 1961     MONUMENTED       TNHD
 GC1696
 GC1696                          STATION DESCRIPTION
 GC1696
 GC1696'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1696'2.5 MI SW FROM WAVERLY.
 GC1696'THE MARK IS LOCATED AT THE KING 1961 STATION SITE, 76 FEET WEST
 GC1696'OF A TELEPHONE POLE AND 24 FEET SOUTH OF THE CENTERLINE OF U.S.
 GC1696'HIGHWAY 70.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1696'DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0443 ***********************************************************************
 FD0443  DESIGNATION -  KING RM 2
 FD0443  PID         -  FD0443
 FD0443  STATE/COUNTY-  TN/GILES
 FD0443  USGS QUAD   -  ELKTON (1982)
 FD0443
 FD0443                         *CURRENT SURVEY CONTROL
 FD0443  ___________________________________________________________________
 FD0443* NAD 83(1986)-  35 05 20.     (N)    086 53 09.     (W)     SCALED    
 FD0443* NAVD 88     -       253.548  (meters)     831.85   (feet)  ADJUSTED  
 FD0443  ___________________________________________________________________
 FD0443  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0443  DYNAMIC HT  -         253.312 (meters)     831.07  (feet)  COMP
 FD0443  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0443
 FD0443  VERT ORDER  -  SECOND    CLASS 0
 FD0443
 FD0443.The horizontal coordinates were scaled from a topographic map and have
 FD0443.an estimated accuracy of +/- 6 seconds.
 FD0443
 FD0443.The orthometric height was determined by differential leveling
 FD0443.and adjusted by the National Geodetic Survey in June 1991..
 FD0443
 FD0443.The geoid height was determined by GEOID03.
 FD0443
 FD0443.The dynamic height is computed by dividing the NAVD 88
 FD0443.geopotential number by the normal gravity value computed on the
 FD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0443.degrees latitude (g = 980.6199 gals.).
 FD0443
 FD0443.The modeled gravity was interpolated from observed gravity values.
 FD0443
 FD0443;                    North         East    Units  Estimated Accuracy
 FD0443;SPC TN       -    84,200.      519,220.      MT  (+/- 180 meters Scaled)
 FD0443
 FD0443                          SUPERSEDED SURVEY CONTROL
 FD0443
 FD0443  NGVD 29 (??/??/92)  253.520  (m)          831.76   (f) ADJ UNCH    2 0
 FD0443
 FD0443.Superseded values are not recommended for survey control.
 FD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0443.See file dsdata.txt to determine how the superseded data were derived.
 FD0443
 FD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104829(NAD 83)
 FD0443_MARKER: DR = REFERENCE MARK DISK
 FD0443_SETTING: 66 = SET IN ROCK OUTCROP
 FD0443_SP_SET: SET IN ROCK OUTCROP
 FD0443_STAMPING: KING NO 2 1960
 FD0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0443+STABILITY: POSITION/ELEVATION WELL
 FD0443
 FD0443  HISTORY     - Date     Condition        Report By
 FD0443  HISTORY     - 1960     MONUMENTED       CGS
 FD0443
 FD0443                          STATION DESCRIPTION
 FD0443
 FD0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0443'3.1 MI N FROM ELKTON.
 FD0443'THIS MARK IS LOCATED AT THE KING 1960 STATION SITE, 97 FT.
 FD0443'NORTHWEST OF THE STATION MARK, 7 FT. SOUTH OF A 12-INCH TREE, AND
 FD0443'SET ON THE NORTHWEST SLOPE OF THE HILL.  THE DISK IS CEMENTED
 FD0443'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2490 ***********************************************************************
 FE2490  DESIGNATION -  KINGS
 FE2490  PID         -  FE2490
 FE2490  STATE/COUNTY-  TN/FAYETTE
 FE2490  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2490
 FE2490                         *CURRENT SURVEY CONTROL
 FE2490  ___________________________________________________________________
 FE2490* NAD 83(1995)-  35 11 57.53372(N)    089 14 13.43724(W)     ADJUSTED  
 FE2490* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2490  ___________________________________________________________________
 FE2490  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2490  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2490
 FE2490  HORZ ORDER  -  SECOND
 FE2490
 FE2490.The horizontal coordinates were established by classical geodetic methods
 FE2490.and adjusted by the National Geodetic Survey in April 1999..
 FE2490
 FE2490.The orthometric height was scaled from a topographic map.
 FE2490
 FE2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2490
 FE2490.The geoid height was determined by GEOID03.
 FE2490
 FE2490;                    North         East     Units Scale Factor Converg.
 FE2490;SPC TN       -   100,956.053   305,263.523   MT  1.00000933   -1 53 42.4
 FE2490;SPC TN       -   331,219.98  1,001,518.74   sFT  1.00000933   -1 53 42.4
 FE2490;UTM  16      - 3,897,439.130   296,342.765   MT  1.00011118   -1 17 23.8
 FE2490
 FE2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2490!SPC TN       -   0.99997782  x   1.00000933  =   0.99998715
 FE2490!UTM  16      -   0.99997782  x   1.00011118  =   1.00008899
 FE2490
 FE2490|---------------------------------------------------------------------|
 FE2490| PID    Reference Object                     Distance      Geod. Az  |
 FE2490|                                                           dddmmss.s |
 FE2490| CG3639 KINGS RM 1                           19.042 METERS 06444     |
 FE2490| FE2478 HICKORY VALLEY WEST RAD MAST        APPROX.12.9 KM 1012917.2 |
 FE2490| FE2477 HICKORY VALLEY LOT WT 10            APPROX.11.9 KM 1022936.4 |
 FE2490| CG3640 KINGS RM 2                           19.273 METERS 17844     |
 FE2490| CG3638 KINGS AZ MK                                        2625814.9 |
 FE2490|---------------------------------------------------------------------|
 FE2490
 FE2490                          SUPERSEDED SURVEY CONTROL
 FE2490
 FE2490  NAD 83(1995)-  35 11 57.53583(N)    089 14 13.43711(W) AD(       ) 2
 FE2490  NAD 83(1995)-  35 11 57.53881(N)    089 14 13.43699(W) AD(       ) 2
 FE2490  NAD 83(1986)-  35 11 57.54574(N)    089 14 13.43765(W) AD(       ) 2
 FE2490  NAD 27      -  35 11 57.23800(N)    089 14 13.19240(W) AD(       ) 2
 FE2490
 FE2490.Superseded values are not recommended for survey control.
 FE2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2490.See file dsdata.txt to determine how the superseded data were derived.
 FE2490
 FE2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9634397439(NAD 83)
 FE2490_MARKER: DS = TRIANGULATION STATION DISK
 FE2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2490
 FE2490  HISTORY     - Date     Condition        Report By
 FE2490  HISTORY     - 1958     MONUMENTED       CGS
 FE2490
 FE2490                          STATION DESCRIPTION
 FE2490
 FE2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2490'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHWEST OF WHITEVILLE, AND
 FE2490'ABOUT 7-1/4 MILES SOUTHEAST OF SOMERVILLE NEAR THE HEAD OF KINGS
 FE2490'CREEK.  IT IS ON PROPERTY OWNED BY MR. R.L. TREADWAY.  IT IS 48 FEET
 FE2490'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 114 FEET NORTHWEST OF THE
 FE2490'NORTHWEST CORNER OF A FRAME HOUSE, 18 FEET SOUTHEAST OF A FENCE
 FE2490'CORNER, 15 FEET EAST OF A WHITE WITNESS POST, 14 FEET SOUTH OF A
 FE2490'WIRE FENCE, 15 FEET EAST OF A WIRE FENCE, AND 119 FEET SOUTHWEST OF
 FE2490'THE INTERSECTION OF A PAVED ROAD AND GRAVELED DRIVEWAY.
 FE2490'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KINGS 1958.
 FE2490'
 FE2490'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN SOMERVILLE, GO
 FE2490'EAST ON U.S. HIGHWAY 64 FOR 0.4 MILE TO A PAVED SIDE ROAD RIGHT.
 FE2490'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE PAVED ROAD FOR 7.7 MILES
 FE2490'TO A BRICK SCHOOL ON THE LEFT.  CONTINUE SOUTHEAST ON THE PAVED
 FE2490'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FE2490'SOUTHEAST ON THE PAVED ROAD FOR 0.55 MILE TO A FRAME HOUSE AND
 FE2490'THE STATION ON THE RIGHT.
 FE2490'
 FE2490'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2490'73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND
 FE2490'48 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT
 FE2490'IS FLUSH AND THE DISK IS STAMPED KINGS NO 1 1958.
 FE2490'
 FE2490'REFERENCE MARK 2 IS 12 FEET EAST OF A WIRE FENCE AND 3 FEET NORTH OF
 FE2490'A BARN.  THE MONUMENT IS FLUSH AND DISK IS STAMPED KINGS NO 2 1958.
 FE2490'
 FE2490'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE CENTERLINE OF A PAVED
 FE2490'ROAD, 47 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2490'DRIVEWAY, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 FE2490'SOUTHEAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2490'STAMPED KINGS 1958.
 FE2490'
 FE2490'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3434 ***********************************************************************
 GA3434  DESIGNATION -  KINGSPORT
 GA3434  PID         -  GA3434
 GA3434  STATE/COUNTY-  TN/SULLIVAN
 GA3434  USGS QUAD   -  KINGSPORT (1991)
 GA3434
 GA3434                         *CURRENT SURVEY CONTROL
 GA3434  ___________________________________________________________________
 GA3434* NAD 83(1995)-  36 33 09.92072(N)    082 33 07.30406(W)     ADJUSTED  
 GA3434* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GA3434  ___________________________________________________________________
 GA3434  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3434  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3434
 GA3434  HORZ ORDER  -  SECOND
 GA3434
 GA3434.The horizontal coordinates were established by classical geodetic methods
 GA3434.and adjusted by the National Geodetic Survey in April 1999..
 GA3434
 GA3434.The orthometric height was scaled from a topographic map.
 GA3434
 GA3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3434
 GA3434.The geoid height was determined by GEOID03.
 GA3434
 GA3434;                    North         East     Units Scale Factor Converg.
 GA3434;SPC TN       -   251,687.833   908,642.306   MT  1.00002697   +2 01 06.9
 GA3434;SPC TN       -   825,745.83  2,981,103.97   sFT  1.00002697   +2 01 06.9
 GA3434;SPC VA S     - 1,032,135.382 3,137,315.499   MT  1.00004571   -2 27 33.4
 GA3434;SPC VA S     - 3,386,264.17 10,293,009.27   sFT  1.00004571   -2 27 33.4
 GA3434;UTM  17      - 4,046,380.575   361,097.006   MT  0.99983771   -0 55 28.1
 GA3434
 GA3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3434!SPC TN       -   0.99994422  x   1.00002697  =   0.99997118
 GA3434!SPC VA S     -   0.99994422  x   1.00004571  =   0.99998992
 GA3434!UTM  17      -   0.99994422  x   0.99983771  =   0.99978193
 GA3434
 GA3434:                Primary Azimuth Mark                     Grid Az
 GA3434:SPC TN       -  KINGSPORT RM 2 AZIMUTH                   045 40 02.4
 GA3434:SPC VA S     -  KINGSPORT RM 2 AZIMUTH                   050 08 42.7
 GA3434:UTM  17      -  KINGSPORT RM 2 AZIMUTH                   048 36 37.4
 GA3434
 GA3434|---------------------------------------------------------------------|
 GA3434| PID    Reference Object                     Distance      Geod. Az  |
 GA3434|                                                           dddmmss.s |
 GA3434| DB9555 KINGSPORT RM 2 AZIMUTH                             0474109.3 |
 GA3434| DB9556 KINGSPORT RM 3                       25.276 METERS 08158     |
 GA3434| DB9554 KINGSPORT RM 1                       30.081 METERS 33313     |
 GA3434|---------------------------------------------------------------------|
 GA3434
 GA3434                          SUPERSEDED SURVEY CONTROL
 GA3434
 GA3434  NAD 83(1995)-  36 33 09.92046(N)    082 33 07.30406(W) AD(       ) 2
 GA3434  NAD 83(1995)-  36 33 09.92091(N)    082 33 07.31608(W) AD(       ) 2
 GA3434  NAD 83(1995)-  36 33 09.92712(N)    082 33 07.30678(W) AD(       ) 2
 GA3434  NAD 83(1986)-  36 33 09.92731(N)    082 33 07.30699(W) AD(       ) 2
 GA3434  NAD 27      -  36 33 09.58313(N)    082 33 07.75783(W) AD(       ) 2
 GA3434
 GA3434.Superseded values are not recommended for survey control.
 GA3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3434.See file dsdata.txt to determine how the superseded data were derived.
 GA3434
 GA3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6109746381(NAD 83)
 GA3434_MARKER: DS = TRIANGULATION STATION DISK
 GA3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3434
 GA3434  HISTORY     - Date     Condition        Report By
 GA3434  HISTORY     - 1933     MONUMENTED       CGS
 GA3434  HISTORY     - 1964     MARK NOT FOUND   CGS
 GA3434
 GA3434                          STATION DESCRIPTION
 GA3434
 GA3434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3434'STATION IS NEAR NE CITY LIMITS OF KINGSPORT, ON PROPERTY OWNED BY THE
 GA3434'IMPROVEMENT
 GA3434'CORPORATION.
 GA3434'
 GA3434'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GA3434'SET IN CONCRETE,
 GA3434'
 GA3434'REFERENCE MARK NO.1 IS ON DOWNWARD SLOPE 22.5 FEET SW OF WEST PARK
 GA3434'DRIVE, AND 30.081
 GA3434'METERS (98.69 FEET) FROM STATION S 37 DEG 14 MIN W.
 GA3434'
 GA3434'REFERENCE MARK NO.2 (AZIMUTH MARK) IS NEAR NE CORNER OF COW PASTURE,
 GA3434'29 YARDS S OF
 GA3434'CENTER LINE OF BROAD STREET, 8 YARDS W OF CENTER LINE
 GA3434'OF MILL STREET, 18 YARDS SSW OF
 GA3434'SW CORNER OF OLD SHED, ABOUT 1-1/2
 GA3434'FEET S OF OLD FENCE AROUND SHED, AND ABOUT 0.3
 GA3434'MILE FROM STATION N 47 DEG 41 MIN E.
 GA3434'
 GA3434'REFERENCE MARK NO. 3 IS 43 FEET ENE OF WEST PARK DRIVE, AT ABOUT SAME
 GA3434'ELEVATION AS
 GA3434'STATION AND 25.276 METERS (82.93 FEET) FROM STATION
 GA3434'N 81 DEG 58 MIN E.
 GA3434'
 GA3434'TO REACH STATION FROM POST OFFICE IN KINGSPORT, GO N 0.5 MILE TO FIVE
 GA3434'POINTS CIRCLE,
 GA3434'THENCE NE ON WATSUGA STREET 0.35 MILE, TURN LEFT ONTO
 GA3434'EAST RAVINE STREET AND GO 0.1
 GA3434'MILE, TURN RIGHT ONTO EAST PARK DRIVE
 GA3434'AND GO 0.2 MILE TO POINT WHERE IT TURNS LEFT,
 GA3434'CONTINUE STRAIGHT AHEAD
 GA3434'ABOUT 200 FEET TO STATION SITE.  STATION IS 38.5 FEET WSW OF
 GA3434'CENTER LINE OF
 GA3434'WEST PARK DRIVE, 44 FEET FROM NE CORNER OF GARAGE OWNED BY
 GA3434'H.E.P.  CLIFFORD, AND 20.3
 GA3434'FEET NNW OF POWERLINE POLE.
 GA3434
 GA3434                          STATION RECOVERY (1964)
 GA3434
 GA3434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3434'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 HAVE
 GA3434'ALL BEEN DESTROYED BY
 GA3434'STREET CONSTRUCTION AND NEW HOUSES IN THE AREA.  A
 GA3434'SEARCH WAS MADE FOR REFERENCE MARK
 GA3434'NO.  2 (AZIMUTH MARK), BUT WAS NOT
 GA3434'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3433 ***********************************************************************
 GA3433  DESIGNATION -  KINGSPORT OLD KGSPORT PRESB CH
 GA3433  PID         -  GA3433
 GA3433  STATE/COUNTY-  TN/SULLIVAN
 GA3433  USGS QUAD   -  KINGSPORT (1991)
 GA3433
 GA3433                         *CURRENT SURVEY CONTROL
 GA3433  ___________________________________________________________________
 GA3433* NAD 83(1995)-  36 33 15.52429(N)    082 35 30.08628(W)     ADJUSTED  
 GA3433* NAVD 88     -                                                        
 GA3433  ___________________________________________________________________
 GA3433  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA3433  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3433
 GA3433  HORZ ORDER  -  THIRD
 GA3433
 GA3433.The horizontal coordinates were established by classical geodetic methods
 GA3433.and adjusted by the National Geodetic Survey in April 1999..
 GA3433
 GA3433
 GA3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3433
 GA3433.The geoid height was determined by GEOID03.
 GA3433
 GA3433;                    North         East     Units Scale Factor Converg.
 GA3433;SPC TN       -   251,736.101   905,087.449   MT  1.00002731   +1 59 43.3
 GA3433;SPC TN       -   825,904.19  2,969,441.07   sFT  1.00002731   +1 59 43.3
 GA3433;UTM  17      - 4,046,611.270   357,549.967   MT  0.99985001   -0 56 53.3
 GA3433
 GA3433                          SUPERSEDED SURVEY CONTROL
 GA3433
 GA3433  NAD 83(1995)-  36 33 15.52428(N)    082 35 30.08742(W) AD(       ) 4
 GA3433  NAD 83(1995)-  36 33 15.52277(N)    082 35 30.10035(W) AD(       ) 4
 GA3433  NAD 83(1995)-  36 33 15.53013(N)    082 35 30.08741(W) AD(       ) 4
 GA3433  NAD 83(1986)-  36 33 15.53082(N)    082 35 30.08812(W) AD(       ) 4
 GA3433  NAD 27      -  36 33 15.17037(N)    082 35 30.51617(W) AD(       ) 3
 GA3433
 GA3433.Superseded values are not recommended for survey control.
 GA3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3433.See file dsdata.txt to determine how the superseded data were derived.
 GA3433
 GA3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5755046611(NAD 83)
 GA3433_MARKER: 90 = CHURCH SPIRE
 GA3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3433+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 GA3433
 GA3433  HISTORY     - Date     Condition        Report By
 GA3433  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3433  HISTORY     - 20050916 GOOD             GEOCAC
 GA3433
 GA3433                          STATION DESCRIPTION
 GA3433
 GA3433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3433'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF KINGSPORT.
 GA3433'
 GA3433'TO REACH THE STATION FROM THE JUNCTION OF 11W AND THE 11W BY-PASS, GO
 GA3433'NORTHEAST ON 11W BY-PASS FOR
 GA3433'1.6 MILES TO THE CHURCH AND THE STATION ON THE
 GA3433'RIGHT.
 GA3433'
 GA3433'IT IS A WHITE FRAME BUILDING WITH GREEN SHUTTERS AND A LIGHT GRAY
 GA3433'ROOF.  IT HAS A SPIRE
 GA3433'(COVERED WITH WHITE SHINGLES) WITH AN OVER-ALL HEIGHT OF
 GA3433'ABOUT 90 FEET.  THE POINT
 GA3433'INTERSECTED WAS THE WEATHER VANE ATTACHED
 GA3433'TO THE TOP OF THE SPIRE.
 GA3433
 GA3433                          STATION RECOVERY (2005)
 GA3433
 GA3433'RECOVERY NOTE BY GEOCACHING 2005 (CV)
 GA3433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1483 ***********************************************************************
 GC1483  DESIGNATION -  KINGSTON
 GC1483  PID         -  GC1483
 GC1483  STATE/COUNTY-  TN/CHEATHAM
 GC1483  USGS QUAD   -  WHITE BLUFF (1983)
 GC1483
 GC1483                         *CURRENT SURVEY CONTROL
 GC1483  ___________________________________________________________________
 GC1483* NAD 83(1995)-  36 04 08.08284(N)    087 07 40.92787(W)     ADJUSTED  
 GC1483* NAVD 88     -       250.205  (meters)     820.88   (feet)  ADJUSTED  
 GC1483  ___________________________________________________________________
 GC1483  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC1483  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1483  DYNAMIC HT  -         249.990 (meters)     820.18  (feet)  COMP
 GC1483  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1483
 GC1483  HORZ ORDER  -  SECOND
 GC1483  VERT ORDER  -  SECOND    CLASS 0
 GC1483
 GC1483.The horizontal coordinates were established by classical geodetic methods
 GC1483.and adjusted by the National Geodetic Survey in April 1999..
 GC1483
 GC1483.The orthometric height was determined by differential leveling
 GC1483.and adjusted by the National Geodetic Survey in June 1991..
 GC1483
 GC1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1483
 GC1483.The geoid height was determined by GEOID03.
 GC1483
 GC1483.The dynamic height is computed by dividing the NAVD 88
 GC1483.geopotential number by the normal gravity value computed on the
 GC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1483.degrees latitude (g = 980.6199 gals.).
 GC1483
 GC1483.The modeled gravity was interpolated from observed gravity values.
 GC1483
 GC1483;                    North         East     Units Scale Factor Converg.
 GC1483;SPC TN       -   193,147.141   498,387.360   MT  0.99995677   -0 39 37.4
 GC1483;SPC TN       -   633,683.58  1,635,125.86   sFT  0.99995677   -0 39 37.4
 GC1483;UTM  16      - 3,991,599.419   488,470.508   MT  0.99960164   -0 04 31.4
 GC1483
 GC1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1483!SPC TN       -   0.99996526  x   0.99995677  =   0.99992204
 GC1483!UTM  16      -   0.99996526  x   0.99960164  =   0.99956692
 GC1483
 GC1483:                Primary Azimuth Mark                     Grid Az
 GC1483:SPC TN       -  KINGSTON AZ MK                           122 15 29.1
 GC1483:UTM  16      -  KINGSTON AZ MK                           121 40 23.1
 GC1483
 GC1483|---------------------------------------------------------------------|
 GC1483| PID    Reference Object                     Distance      Geod. Az  |
 GC1483|                                                           dddmmss.s |
 GC1483| GC1481 KINGSTON AZ MK                                     1213551.7 |
 GC1483| GC1475 TALLEY                              APPROX. 4.3 KM 2162634.3 |
 GC1483| GC2544 KINGSTON SPRINGS ST FOREST LOT       27.210 METERS 21723     |
 GC1483| GC1482 KINGSTON RM 1                        25.823 METERS 23129     |
 GC1483| GC1484 KINGSTON RM 2                        28.789 METERS 34524     |
 GC1483|---------------------------------------------------------------------|
 GC1483
 GC1483                          SUPERSEDED SURVEY CONTROL
 GC1483
 GC1483  NAD 83(1995)-  36 04 08.08461(N)    087 07 40.93069(W) AD(       ) 2
 GC1483  NAD 83(1995)-  36 04 08.08540(N)    087 07 40.93088(W) AD(       ) 2
 GC1483  NAD 83(1986)-  36 04 08.09324(N)    087 07 40.93104(W) AD(       ) 2
 GC1483  NAD 27      -  36 04 07.87400(N)    087 07 40.90900(W) AD(       ) 2
 GC1483  NGVD 29 (??/??/92)  250.218  (m)          820.92   (f) ADJ UNCH    2 0
 GC1483
 GC1483.Superseded values are not recommended for survey control.
 GC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1483.See file dsdata.txt to determine how the superseded data were derived.
 GC1483
 GC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8847191599(NAD 83)
 GC1483_MARKER: DS = TRIANGULATION STATION DISK
 GC1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1483_STAMPING: KINGSTON 1953
 GC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1483+STABILITY: SURFACE MOTION
 GC1483
 GC1483  HISTORY     - Date     Condition        Report By
 GC1483  HISTORY     - 1953     MONUMENTED       CGS
 GC1483  HISTORY     - 1959     GOOD             CGS
 GC1483  HISTORY     - 1959     GOOD             NGS
 GC1483
 GC1483                          STATION DESCRIPTION
 GC1483
 GC1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1483'STATION IS LOCATED 6 MILES SOUTHEAST OF WHITE BLUFF, 3 MILES
 GC1483'SOUTHWEST OF KINGSTON SPRINGS AND ON STATE FOREST PROPERTY.
 GC1483'IT IS 77 FEET NORTHEAST OF THE NORTHEAST LEG OF THE KINGSTON SPRINGS
 GC1483'STATE FOREST LOOKOUT TOWER HR 3, 25 FEET SOUTHWEST OF A 12
 GC1483'INCH OAK TREE, AND 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD. THE
 GC1483'MARK IS FLUSH AND THE DISK IS STAMPED KINGSTON 1953.
 GC1483'
 GC1483'REFERENCE MARK NO 1 IS 9 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GC1483'LOOKOUT TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED KINGSTON
 GC1483'NO 1 1953.
 GC1483'
 GC1483'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC1483'AND 4 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2
 GC1483'INCHES AND THE DISK IS STAMPED KINGSTON NO 2 1953.
 GC1483'
 GC1483'AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 3
 GC1483'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF
 GC1483'A FENCE LINE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GC1483'KINGSTON 1953.
 GC1483'
 GC1483'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL BUILDING,
 GC1483'IN THE SOUTH SECTION OF KINGSTON SPRINGS, GO WEST AND SOUTH ON
 GC1483'A GRAVEL ROAD FOR 3.0 MILES TO THE KINGSTON SPRINGS STATE FOREST
 GC1483'LOOKOUT TOWER HR 3 AND THE STATION AS DESCRIBED. CONTINUE
 GC1483'FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GC1483'
 GC1483'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC1483
 GC1483                          STATION RECOVERY (1959)
 GC1483
 GC1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1483'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC1483'A DISCREPANCY WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK
 GC1483'AND IN THE DISTANCE TO REFERENCE MARK NO. 1. A NEW DESCRIPTION
 GC1483'FOLLOWS.
 GC1483'
 GC1483'THE STATION IS LOCATED ON STATE FOREST PROPERTY, ABOUT 6.0 MILES
 GC1483'SOUTHEAST OF WHITE BLUFF, ABOUT 3.0 MILES SOUTHWEST OF
 GC1483'KINGSTON SPRINGS.
 GC1483'
 GC1483'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL, WHICH IS
 GC1483'IN THE SOUTH SECTION OF KINGSTON SPRINGS, GO WEST AND SOUTH ON
 GC1483'THE GRAVELED ROAD 3.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1483'
 GC1483'STATION MARK IS 77 FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT
 GC1483'TOWER, 52 FEET WEST-SOUTHWEST OF A TWIN TRUNK TREE AND 23
 GC1483'FEET WEST OF THE CENTER OF THE GRAVELED ROAD. THE MARK IS SET FLUSH
 GC1483'WITH THE SURFACE OF THE GROUND AND IS STAMPED KINGSTON
 GC1483'1953.
 GC1483'
 GC1483'REFERENCE MARK NO. 1 IS 9 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GC1483'LOOKOUT TOWER. THE MARK IS SET FLUSH WITH THE SURFACE OF
 GC1483'THE GROUND AND IS STAMPED KINGSTON NO 1 1953.
 GC1483'
 GC1483'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE CENTER OF THE GRAVELED
 GC1483'ROAD AND 4 FEET NORTH OF A SIGN ENTRANCE STATE TOWER.
 GC1483'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GC1483'KINGSTON NO 2 1953.
 GC1483'
 GC1483'AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 GC1483'3 FEET NORTH OF A WITNESS POST AND 1 FOOT NORTHEAST OF A
 GC1483'WIRE FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GC1483'GROUND AND IS STAMPED KINGSTON 1953.
 GC1483'
 GC1483'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 GC1483'GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 GC1483'DESCRIBED.
 GC1483'
 GC1483'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
 GC1483
 GC1483                          STATION RECOVERY (1959)
 GC1483
 GC1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GC1483'4.4 MI SW FROM KINGSTON SPRINGS.
 GC1483'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1483'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1483'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1483'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.1 MILES
 GC1483'SOUTHWEST ON A GRAVELED ROAD, THENCE 0.25 MILE NORTH AND EAST ON
 GC1483'A GRAVELED ROAD TO A STATE FOREST LOOKOUT TOWER, 77 FT. NORTHEAST
 GC1483'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 52 FT. WEST-SOUTHWEST
 GC1483'OF A TWIN TRUNK TREE AND 23 FT. WEST OF THE CENTER OF THE
 GC1483'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST THAT IS SET
 GC1483'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1481 ***********************************************************************
 GC1481  DESIGNATION -  KINGSTON AZ MK
 GC1481  PID         -  GC1481
 GC1481  STATE/COUNTY-  TN/CHEATHAM
 GC1481  USGS QUAD   -  WHITE BLUFF (1983)
 GC1481
 GC1481                         *CURRENT SURVEY CONTROL
 GC1481  ___________________________________________________________________
 GC1481* NAD 83(1986)-  36 04 03.     (N)    087 07 32.     (W)     SCALED    
 GC1481* NAVD 88     -       240.964  (meters)     790.56   (feet)  ADJUSTED  
 GC1481  ___________________________________________________________________
 GC1481  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1481  DYNAMIC HT  -         240.757 (meters)     789.88  (feet)  COMP
 GC1481  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC1481
 GC1481  VERT ORDER  -  SECOND    CLASS 0
 GC1481
 GC1481.The horizontal coordinates were scaled from a topographic map and have
 GC1481.an estimated accuracy of +/- 6 seconds.
 GC1481
 GC1481.The orthometric height was determined by differential leveling
 GC1481.and adjusted by the National Geodetic Survey in June 1991..
 GC1481
 GC1481.The geoid height was determined by GEOID03.
 GC1481
 GC1481.The dynamic height is computed by dividing the NAVD 88
 GC1481.geopotential number by the normal gravity value computed on the
 GC1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1481.degrees latitude (g = 980.6199 gals.).
 GC1481
 GC1481.The modeled gravity was interpolated from observed gravity values.
 GC1481
 GC1481;                    North         East    Units  Estimated Accuracy
 GC1481;SPC TN       -   192,990.      498,610.      MT  (+/- 180 meters Scaled)
 GC1481
 GC1481                          SUPERSEDED SURVEY CONTROL
 GC1481
 GC1481  NGVD 29 (??/??/92)  240.976  (m)          790.60   (f) ADJ UNCH    2 0
 GC1481
 GC1481.Superseded values are not recommended for survey control.
 GC1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1481.See file dsdata.txt to determine how the superseded data were derived.
 GC1481
 GC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE886914(NAD 83)
 GC1481_MARKER: DZ = AZIMUTH MARK DISK
 GC1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1481_STAMPING: KINGSTON 1953
 GC1481_MARK LOGO: CGS   
 GC1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1481+STABILITY: SURFACE MOTION
 GC1481
 GC1481  HISTORY     - Date     Condition        Report By
 GC1481  HISTORY     - 1953     MONUMENTED       CGS
 GC1481  HISTORY     - 1959     GOOD             NGS
 GC1481
 GC1481                          STATION DESCRIPTION
 GC1481
 GC1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1481'4.3 MI SW FROM KINGSTON SPRINGS.
 GC1481'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1481'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1481'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1481'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.1 MILES
 GC1481'SOUTHWEST ON A GRAVELED ROAD, THENCE 0.1 MILE NORTH ON A GRAVELED
 GC1481'ROAD TO THE INTERSTATE HIGHWAY, ABOUT 100 FT. EAST OF THE EAST
 GC1481'EDGE OF THE HIGHWAY, 14 FT. SOUTHWEST OF THE CENTER OF THE
 GC1481'GRAVELED ROAD, 3 FT. NORTH OF A WITNESS SIGN AND 1 FT. NORTHEAST
 GC1481'OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4
 GC1481'INCHES, AND ABOUT LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1806 ***********************************************************************
 FC1806  DESIGNATION -  KINGSTON POWER PLANT TANK
 FC1806  PID         -  FC1806
 FC1806  STATE/COUNTY-  TN/ROANE
 FC1806  USGS QUAD   -  HARRIMAN (1980)
 FC1806
 FC1806                         *CURRENT SURVEY CONTROL
 FC1806  ___________________________________________________________________
 FC1806* NAD 83(1995)-  35 53 56.68539(N)    084 30 51.46225(W)     ADJUSTED  
 FC1806* NAVD 88     -                                                        
 FC1806  ___________________________________________________________________
 FC1806  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FC1806  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1806
 FC1806  HORZ ORDER  -  THIRD
 FC1806
 FC1806.The horizontal coordinates were established by classical geodetic methods
 FC1806.and adjusted by the National Geodetic Survey in April 1999..
 FC1806
 FC1806
 FC1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1806
 FC1806.The geoid height was determined by GEOID03.
 FC1806
 FC1806;                    North         East     Units Scale Factor Converg.
 FC1806;SPC TN       -   174,736.030   734,115.117   MT  0.99994904   +0 52 11.2
 FC1806;SPC TN       -   573,279.79  2,408,509.35   sFT  0.99994904   +0 52 11.2
 FC1806;UTM  16      - 3,975,609.414   724,337.939   MT  1.00022018   +1 27 29.2
 FC1806
 FC1806                          SUPERSEDED SURVEY CONTROL
 FC1806
 FC1806  NAD 83(1995)-  35 53 56.69482(N)    084 30 51.46201(W) AD(       ) 4
 FC1806  NAD 83(1986)-  35 53 56.70013(N)    084 30 51.45988(W) AD(       ) 4
 FC1806  NAD 27      -  35 53 56.42800(N)    084 30 51.71300(W) AD(       ) 3
 FC1806
 FC1806.Superseded values are not recommended for survey control.
 FC1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1806.See file dsdata.txt to determine how the superseded data were derived.
 FC1806
 FC1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2433875609(NAD 83)
 FC1806_MARKER: 53 = ELEVATED TANK
 FC1806
 FC1806  HISTORY     - Date     Condition        Report By
 FC1806  HISTORY     - 1960     FIRST OBSERVED   CGS
 FC1806
 FC1806                          STATION DESCRIPTION
 FC1806
 FC1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1806'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF KINGSTON AT THE
 FC1806'KINGSTON POWER PLANT SITE. IT IS A 4-LEGGED STEEL STRUCTURE,
 FC1806'COLORED SILVER AND IS 150 FEET IN OVER-ALL HEIGHT. THE TOP AND CENTER
 FC1806'WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1482 ***********************************************************************
 GC1482  DESIGNATION -  KINGSTON RM 1
 GC1482  PID         -  GC1482
 GC1482  STATE/COUNTY-  TN/CHEATHAM
 GC1482  USGS QUAD   -  WHITE BLUFF (1983)
 GC1482
 GC1482                         *CURRENT SURVEY CONTROL
 GC1482  ___________________________________________________________________
 GC1482* NAD 83(1986)-  36 04 07.     (N)    087 07 40.     (W)     SCALED    
 GC1482* NAVD 88     -       249.914  (meters)     819.93   (feet)  ADJUSTED  
 GC1482  ___________________________________________________________________
 GC1482  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1482  DYNAMIC HT  -         249.699 (meters)     819.22  (feet)  COMP
 GC1482  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1482
 GC1482  VERT ORDER  -  SECOND    CLASS 0
 GC1482
 GC1482.The horizontal coordinates were scaled from a topographic map and have
 GC1482.an estimated accuracy of +/- 6 seconds.
 GC1482
 GC1482.The orthometric height was determined by differential leveling
 GC1482.and adjusted by the National Geodetic Survey in June 1991..
 GC1482
 GC1482.The geoid height was determined by GEOID03.
 GC1482
 GC1482.The dynamic height is computed by dividing the NAVD 88
 GC1482.geopotential number by the normal gravity value computed on the
 GC1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1482.degrees latitude (g = 980.6199 gals.).
 GC1482
 GC1482.The modeled gravity was interpolated from observed gravity values.
 GC1482
 GC1482;                    North         East    Units  Estimated Accuracy
 GC1482;SPC TN       -   193,110.      498,410.      MT  (+/- 180 meters Scaled)
 GC1482
 GC1482                          SUPERSEDED SURVEY CONTROL
 GC1482
 GC1482  NGVD 29 (??/??/92)  249.927  (m)          819.97   (f) ADJ UNCH    2 0
 GC1482
 GC1482.Superseded values are not recommended for survey control.
 GC1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1482.See file dsdata.txt to determine how the superseded data were derived.
 GC1482
 GC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE884915(NAD 83)
 GC1482_MARKER: DR = REFERENCE MARK DISK
 GC1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1482_STAMPING: KINGSTON NO 1 1953
 GC1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1482+STABILITY: SURFACE MOTION
 GC1482
 GC1482  HISTORY     - Date     Condition        Report By
 GC1482  HISTORY     - 1953     MONUMENTED       CGS
 GC1482  HISTORY     - 1959     GOOD             NGS
 GC1482
 GC1482                          STATION DESCRIPTION
 GC1482
 GC1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1482'4.4 MI SW FROM KINGSTON SPRINGS.
 GC1482'THIS MARK IS LOCATED AT THE KINGSTON 1953 STATION SITE, 84.7
 GC1482'FT. SOUTHWEST OF THE STATION MARK, 9 FT. NORTHEAST OF THE
 GC1482'NORTHEAST LEG OF THE LOOKOUT TOWER, A DISK SET IN TOP OF A
 GC1482'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1484 ***********************************************************************
 GC1484  DESIGNATION -  KINGSTON RM 2
 GC1484  PID         -  GC1484
 GC1484  STATE/COUNTY-  TN/CHEATHAM
 GC1484  USGS QUAD   -  WHITE BLUFF (1983)
 GC1484
 GC1484                         *CURRENT SURVEY CONTROL
 GC1484  ___________________________________________________________________
 GC1484* NAD 83(1986)-  36 04 08.     (N)    087 07 41.     (W)     SCALED    
 GC1484* NAVD 88     -       250.199  (meters)     820.86   (feet)  ADJUSTED  
 GC1484  ___________________________________________________________________
 GC1484  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1484  DYNAMIC HT  -         249.985 (meters)     820.16  (feet)  COMP
 GC1484  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1484
 GC1484  VERT ORDER  -  SECOND    CLASS 0
 GC1484
 GC1484.The horizontal coordinates were scaled from a topographic map and have
 GC1484.an estimated accuracy of +/- 6 seconds.
 GC1484
 GC1484.The orthometric height was determined by differential leveling
 GC1484.and adjusted by the National Geodetic Survey in June 1991..
 GC1484
 GC1484.The geoid height was determined by GEOID03.
 GC1484
 GC1484.The dynamic height is computed by dividing the NAVD 88
 GC1484.geopotential number by the normal gravity value computed on the
 GC1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1484.degrees latitude (g = 980.6199 gals.).
 GC1484
 GC1484.The modeled gravity was interpolated from observed gravity values.
 GC1484
 GC1484;                    North         East    Units  Estimated Accuracy
 GC1484;SPC TN       -   193,150.      498,390.      MT  (+/- 180 meters Scaled)
 GC1484
 GC1484                          SUPERSEDED SURVEY CONTROL
 GC1484
 GC1484  NGVD 29 (??/??/92)  250.212  (m)          820.90   (f) ADJ UNCH    2 0
 GC1484
 GC1484.Superseded values are not recommended for survey control.
 GC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1484.See file dsdata.txt to determine how the superseded data were derived.
 GC1484
 GC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE884915(NAD 83)
 GC1484_MARKER: DR = REFERENCE MARK DISK
 GC1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1484_STAMPING: KINGSTON NO 2 1953
 GC1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1484+STABILITY: SURFACE MOTION
 GC1484
 GC1484  HISTORY     - Date     Condition        Report By
 GC1484  HISTORY     - 1953     MONUMENTED       CGS
 GC1484  HISTORY     - 1959     GOOD             NGS
 GC1484
 GC1484                          STATION DESCRIPTION
 GC1484
 GC1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1484'4.4 MI SW FROM KINGSTON RM 2.
 GC1484'THIS MARK IS LOCATED AT THE KINGSTON 1953 STATION SITE, 94.4
 GC1484'FT. NORTH-NORTHWEST OF THE STATION MARK, 16 FT. EAST OF THE
 GC1484'CENTER OF THE GRAVELED ROAD AND 4 FT. NORTH OF A SIGN ENTRANCE
 GC1484'STATE TOWER, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC1484'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2544 ***********************************************************************
 GC2544  DESIGNATION -  KINGSTON SPRINGS ST FOREST LOT
 GC2544  PID         -  GC2544
 GC2544  STATE/COUNTY-  TN/CHEATHAM
 GC2544  USGS QUAD   -  WHITE BLUFF (1983)
 GC2544
 GC2544                         *CURRENT SURVEY CONTROL
 GC2544  ___________________________________________________________________
 GC2544* NAD 83(1995)-  36 04 07.38134(N)    087 07 41.58799(W)     ADJUSTED  
 GC2544* NAVD 88     -                                                        
 GC2544  ___________________________________________________________________
 GC2544  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC2544  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC2544
 GC2544  HORZ ORDER  -  THIRD
 GC2544
 GC2544.The horizontal coordinates were established by classical geodetic methods
 GC2544.and adjusted by the National Geodetic Survey in April 1999..
 GC2544
 GC2544
 GC2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2544
 GC2544.The geoid height was determined by GEOID03.
 GC2544
 GC2544;                    North         East     Units Scale Factor Converg.
 GC2544;SPC TN       -   193,125.712   498,370.594   MT  0.99995676   -0 39 37.8
 GC2544;SPC TN       -   633,613.27  1,635,070.86   sFT  0.99995676   -0 39 37.8
 GC2544;UTM  16      - 3,991,577.827   488,453.967   MT  0.99960164   -0 04 31.8
 GC2544
 GC2544                          SUPERSEDED SURVEY CONTROL
 GC2544
 GC2544  NAD 83(1995)-  36 04 07.38311(N)    087 07 41.59081(W) AD(       ) 4
 GC2544  NAD 83(1995)-  36 04 07.38390(N)    087 07 41.59100(W) AD(       ) 4
 GC2544  NAD 83(1986)-  36 04 07.39146(N)    087 07 41.59070(W) AD(       ) 4
 GC2544  NAD 27      -  36 04 07.17300(N)    087 07 41.57000(W) AD(       ) 3
 GC2544
 GC2544.Superseded values are not recommended for survey control.
 GC2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2544.See file dsdata.txt to determine how the superseded data were derived.
 GC2544
 GC2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8845491578(NAD 83)
 GC2544_MARKER: 57 = LOOKOUT TOWER
 GC2544
 GC2544  HISTORY     - Date     Condition        Report By
 GC2544  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2544  HISTORY     - 1959     GOOD             CGS
 GC2544
 GC2544                          STATION DESCRIPTION
 GC2544
 GC2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2544'THE CENTER OF THE BASE OF THE KINGSTON SPRINGS STATE FOREST LOOKOUT
 GC2544'TOWER HR 3, LOCATED 3 MILES SOUTHWEST OF KINGSTON SPRINGS.  IT IS
 GC2544'A FOUR LEGGED STEEL TOWER ABOUT 75 FEET HIGH WITH AN ENCLOSED CAB
 GC2544'ATOP.
 GC2544'
 GC2544'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KINGSTON
 GC2544'AND THE DISTANCE WAS 27.218 METERS (89.30 FEET).
 GC2544'
 GC2544'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL BUILDING
 GC2544'IN KINGSTON SPRINGS GO WEST AND SOUTH ON A GRAVEL ROAD FOR 3.0
 GC2544'MILES TO THE STATION AS DESCRIBED.
 GC2544
 GC2544                          STATION RECOVERY (1959)
 GC2544
 GC2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2544'THE STATION IS THE CENTER OF THE BASE OF THE KINGSTON SPRINGS STATE
 GC2544'FOREST LOOKOUT TOWER HR-3, LOCATED ON THE TOP OF A HIGH,
 GC2544'NORTH-SOUTH RIDGE ABOUT 3 MILES SOUTHWEST OF KINGSTON SPRINGS.
 GC2544'
 GC2544'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 GC2544'OBSERVATION PLATFORM AND HAS AN OVER-ALL HEIGHT OF 85.0 FEET.
 GC2544'
 GC2544'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL IN THE
 GC2544'SOUTH SECTION OF KINGSTON SPRINGS, GO WEST AND SOUTH ON A GRAVELED
 GC2544'ROAD FOR 3.0 MILES TO THE STATION ON THE RIGHT.
 GC2544'
 GC2544'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KINGSTON
 GC2544'1953, DISTANCE BEING 89.25 FEET, 27.203 METERS SOUTH SOUTHWEST OF
 GC2544'KINGSTON 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2584 ***********************************************************************
 GB2584  DESIGNATION -  KIRBY
 GB2584  PID         -  GB2584
 GB2584  STATE/COUNTY-  TN/SCOTT
 GB2584  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2584
 GB2584                         *CURRENT SURVEY CONTROL
 GB2584  ___________________________________________________________________
 GB2584* NAD 83(1995)-  36 23 16.96526(N)    084 32 37.21411(W)     ADJUSTED  
 GB2584* NAVD 88     -       434.6    (meters)    1426.     (feet)  VERTCON   
 GB2584  ___________________________________________________________________
 GB2584  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GB2584  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2584
 GB2584  HORZ ORDER  -  SECOND
 GB2584
 GB2584.The horizontal coordinates were established by classical geodetic methods
 GB2584.and adjusted by the National Geodetic Survey in April 1999..
 GB2584
 GB2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2584
 GB2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2584
 GB2584.The geoid height was determined by GEOID03.
 GB2584
 GB2584;                    North         East     Units Scale Factor Converg.
 GB2584;SPC TN       -   228,944.872   730,656.265   MT  0.99999505   +0 51 09.3
 GB2584;SPC TN       -   751,129.97  2,397,161.43   sFT  0.99999505   +0 51 09.3
 GB2584;UTM  16      - 4,029,792.457   720,313.646   MT  1.00019807   +1 27 28.1
 GB2584
 GB2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2584!SPC TN       -   0.99993634  x   0.99999505  =   0.99993139
 GB2584!UTM  16      -   0.99993634  x   1.00019807  =   1.00013440
 GB2584
 GB2584|---------------------------------------------------------------------|
 GB2584| PID    Reference Object                     Distance      Geod. Az  |
 GB2584|                                                           dddmmss.s |
 GB2584| DB9558 KIRBY RM 1                           20.666 METERS 02914     |
 GB2584| DB9557 KIRBY AZ MK                                        0451555.4 |
 GB2584| DB9559 KIRBY RM 2                           18.220 METERS 22425     |
 GB2584|---------------------------------------------------------------------|
 GB2584
 GB2584                          SUPERSEDED SURVEY CONTROL
 GB2584
 GB2584  NAD 83(1995)-  36 23 16.96677(N)    084 32 37.21407(W) AD(       ) 2
 GB2584  NAD 83(1995)-  36 23 16.97340(N)    084 32 37.21893(W) AD(       ) 2
 GB2584  NAD 83(1986)-  36 23 16.97458(N)    084 32 37.21560(W) AD(       ) 2
 GB2584  NAD 27      -  36 23 16.68534(N)    084 32 37.43111(W) AD(       ) 2
 GB2584  NGVD 29 (07/19/86)  434.7    (m)         1426.     (f) VERT ANG       
 GB2584
 GB2584.Superseded values are not recommended for survey control.
 GB2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2584.See file dsdata.txt to determine how the superseded data were derived.
 GB2584
 GB2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2031429792(NAD 83)
 GB2584_MARKER: DD = SURVEY DISK
 GB2584_SETTING: 66 = SET IN ROCK OUTCROP
 GB2584_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GB2584_STAMPING: KIRBY 1965
 GB2584_MARK LOGO: TNHD  
 GB2584
 GB2584  HISTORY     - Date     Condition        Report By
 GB2584  HISTORY     - 1965     MONUMENTED       TNHD
 GB2584  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2584
 GB2584                          STATION DESCRIPTION
 GB2584
 GB2584'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2584'THE STATION IS ABOUT 3 MILES SOUTH OF HELENWOOD AND ABOUT 1/2 MILE
 GB2584'NORTHEAST OF THE SMALL COMMUNITY OF NEW RIVER.
 GB2584'
 GB2584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2584'ROUTE 63, ABOUT 1 MILE SOUTH OF HELENWOOD, GO SOUTHERLY ON
 GB2584'U.S. HIGHWAY 27 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT AND A
 GB2584'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, SOUTHWEST, AND GO 0.1 MILE ON
 GB2584'THE GRAVELED ROAD TO A FORK, KEEP RIGHT, SOUTHWEST, AND GO 0.15 MILE
 GB2584'TO THE STATION ON THE RIGHT, IN THE MIDDLE OF AN OPEN FIELD.
 GB2584'
 GB2584'THE STATION IS 103 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GB2584'GRAVELED ROAD, 69 FEET SOUTHEAST OF THE EDGE OF A WOODED AREA AND
 GB2584'13.1 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN. THE MARK IS A
 GB2584'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GB2584'IN A DRILL HOLE IN BEDROCK ABOUT 12 INCHES BELOW THE SURFACE. THE
 GB2584'DISK IS STAMPED KIRBY 1965.
 GB2584'
 GB2584'REFERENCE MARK NO. 1 IS 97 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2584'OF THE GRAVELED ROAD AND 75 FEET SOUTHEAST OF THE EDGE OF THE
 GB2584'WOODED AREA. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2584'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2584'THE DISK IS STAMPED KIRBY RM-1 1965.
 GB2584'
 GB2584'REFERENCE MARK NO. 2 IS 46 FEET SOUTHEAST OF THE EDGE OF THE WOODED
 GB2584'AREA. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2584'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2584'DISK IS STAMPED KIRBY RM-2 1965.
 GB2584'
 GB2584'THE AZIMUTH MARK IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB2584'U.S. HIGHWAY 27, 3.9 FEET SOUTHWEST OF A METAL WITNESS POST
 GB2584'AND SIGN AND 3 FEET NORTHWEST OF A FENCE. THE MARK IS A STANDARD
 GB2584'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2584'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KIRBY AZI
 GB2584'1965.
 GB2584'
 GB2584'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB2584'
 GB2584'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB2584
 GB2584                          STATION RECOVERY (1980)
 GB2584
 GB2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2584'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED FOR BUT
 GB2584'NOT FOUND.  THE FIELD AT THE STATION SITE SEEMS TO HAVE BEEN
 GB2584'CULTIVATED AND THE MARKS COULD HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1146 ***********************************************************************
 FE1146  DESIGNATION -  KK 157
 FE1146  PID         -  FE1146
 FE1146  STATE/COUNTY-  TN/FAYETTE
 FE1146  USGS QUAD   -  ROSSVILLE (1981)
 FE1146
 FE1146                         *CURRENT SURVEY CONTROL
 FE1146  ___________________________________________________________________
 FE1146* NAD 83(1986)-  35 02 52.     (N)    089 36 19.     (W)     SCALED    
 FE1146* NAVD 88     -       100.722  (meters)     330.45   (feet)  ADJUSTED  
 FE1146  ___________________________________________________________________
 FE1146  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1146  DYNAMIC HT  -         100.628 (meters)     330.14  (feet)  COMP
 FE1146  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 FE1146
 FE1146  VERT ORDER  -  FIRST     CLASS II
 FE1146
 FE1146.The horizontal coordinates were scaled from a topographic map and have
 FE1146.an estimated accuracy of +/- 6 seconds.
 FE1146
 FE1146.The orthometric height was determined by differential leveling
 FE1146.and adjusted by the National Geodetic Survey in June 1991..
 FE1146
 FE1146.The geoid height was determined by GEOID03.
 FE1146
 FE1146.The dynamic height is computed by dividing the NAVD 88
 FE1146.geopotential number by the normal gravity value computed on the
 FE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1146.degrees latitude (g = 980.6199 gals.).
 FE1146
 FE1146.The modeled gravity was interpolated from observed gravity values.
 FE1146
 FE1146;                    North         East    Units  Estimated Accuracy
 FE1146;SPC TN       -    85,330.      271,130.      MT  (+/- 180 meters Scaled)
 FE1146
 FE1146                          SUPERSEDED SURVEY CONTROL
 FE1146
 FE1146  NGVD 29 (??/??/??)  100.666  (m)          330.27   (f) ADJUSTED    1 2
 FE1146
 FE1146.Superseded values are not recommended for survey control.
 FE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1146.See file dsdata.txt to determine how the superseded data were derived.
 FE1146
 FE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD623814(NAD 83)
 FE1146_MARKER: DB = BENCH MARK DISK
 FE1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1146_SP_SET: STEP
 FE1146_STAMPING: KK 157 1944
 FE1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1146
 FE1146  HISTORY     - Date     Condition        Report By
 FE1146  HISTORY     - 1944     MONUMENTED       CGS
 FE1146  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1146
 FE1146                          STATION DESCRIPTION
 FE1146
 FE1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1146'3.5 MI W FROM ROSSVILLE.
 FE1146'3.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1146'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 524 AND 525,
 FE1146'AT A LARGE STONE-ARCH CULVERT, AT THE SOUTHWEST WINGWALL, IN THE
 FE1146'TOP OF THE SECOND STEP FROM THE COPING, 13 FEET SOUTH OF THE
 FE1146'CENTERLINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE
 FE1146'TRACK.  A STANDARD DISK, STAMPED KK 157 1944.
 FE1146
 FE1146                          STATION RECOVERY (1965)
 FE1146
 FE1146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0862 ***********************************************************************
 GA0862  DESIGNATION -  KLEPPER 2
 GA0862  PID         -  GA0862
 GA0862  STATE/COUNTY-  TN/GREENE
 GA0862  USGS QUAD   -  MC CLOUD (1961)
 GA0862
 GA0862                         *CURRENT SURVEY CONTROL
 GA0862  ___________________________________________________________________
 GA0862* NAD 83(1995)-  36 18 02.20574(N)    082 52 41.01488(W)     ADJUSTED  
 GA0862* NAVD 88     -       371.65   (meters)    1219.3    (feet)  RESET     
 GA0862  ___________________________________________________________________
 GA0862  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA0862  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0862
 GA0862  HORZ ORDER  -  THIRD
 GA0862  VERT ORDER  -  THIRD
 GA0862
 GA0862.The horizontal coordinates were established by classical geodetic methods
 GA0862.and adjusted by the National Geodetic Survey in April 1999..
 GA0862.No horizontal observational check was made to the station.
 GA0862
 GA0862.The orthometric height was computed from unverified reset data.
 GA0862
 GA0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0862
 GA0862.The geoid height was determined by GEOID03.
 GA0862
 GA0862;                    North         East     Units Scale Factor Converg.
 GA0862;SPC TN       -   222,742.857   880,360.730   MT  0.99998147   +1 49 39.7
 GA0862;SPC TN       -   730,782.19  2,888,316.83   sFT  0.99998147   +1 49 39.7
 GA0862;UTM  17      - 4,018,928.142   331,370.561   MT  0.99995037   -1 06 43.6
 GA0862
 GA0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0862!SPC TN       -   0.99994660  x   0.99998147  =   0.99992807
 GA0862!UTM  17      -   0.99994660  x   0.99995037  =   0.99989697
 GA0862
 GA0862|---------------------------------------------------------------------|
 GA0862| PID    Reference Object                     Distance      Geod. Az  |
 GA0862|                                                           dddmmss.s |
 GA0862| GA0861 KLEPPER                              31.178 METERS 18213     |
 GA0862| GA0860 KLEPPER 2 RM 3                        9.391 METERS 23359     |
 GA0862| GA0858 KLEPPER 2 RM 4                        4.277 METERS 31951     |
 GA0862| GA0856 TT 10 R                                            3211907.7 |
 GA0862|---------------------------------------------------------------------|
 GA0862
 GA0862                          SUPERSEDED SURVEY CONTROL
 GA0862
 GA0862  NAD 83(1995)-  36 18 02.20881(N)    082 52 41.01832(W) AD(       ) 3
 GA0862  NAD 83(1995)-  36 18 02.21624(N)    082 52 41.02572(W) AD(       ) 3
 GA0862  NAD 83(1995)-  36 18 02.21064(N)    082 52 41.01712(W) AD(       ) 3
 GA0862  NAD 83(1986)-  36 18 02.21350(N)    082 52 41.01794(W) AD(       ) 3
 GA0862  NAD 27      -  36 18 01.85597(N)    082 52 41.44561(W) AD(       ) 3
 GA0862  NGVD 29 (07/19/86)  371.81   (m)         1219.8    (f) LEVELING    3  
 GA0862
 GA0862.Superseded values are not recommended for survey control.
 GA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0862.See file dsdata.txt to determine how the superseded data were derived.
 GA0862
 GA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3137118928(NAD 83)
 GA0862_MARKER: DE = TRAVERSE STATION DISK
 GA0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0862_STAMPING: KLEPPER 2 1972
 GA0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0862+STABILITY: SURFACE MOTION
 GA0862
 GA0862  HISTORY     - Date     Condition        Report By
 GA0862  HISTORY     - 1972     MONUMENTED       CGS
 GA0862  HISTORY     - 1972     GOOD             NGS
 GA0862  HISTORY     - 1980     GOOD             NGS
 GA0862
 GA0862                          STATION DESCRIPTION
 GA0862
 GA0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (LFS)
 GA0862'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF ROMEO, 3
 GA0862'1/2 MILES SOUTHWEST
 GA0862'OF BAILEYTON, AND ALONG THE NORTH RIGHT-OF-WAY OF
 GA0862'INTERSTATE ROUTE 81.
 GA0862'
 GA0862'TO REACH THE STATION FROM THE T INTERSECTION OF STATE ROUTE 70 AND
 GA0862'SECONDARY ROAD
 GA0862'2371 IN THE SMALL COMMUNITY OF ROMEO, GO EASTERLY ON
 GA0862'SECONDARY ROAD 2371 FOR 3.35
 GA0862'MILES TO A T ROAD RIGHT AT THE OLD,
 GA0862'ABANDONED WOODLAWN SCHOOL, AND THE AZIMUTH MARK
 GA0862'IN THE SOUTHEAST
 GA0862'ANGLE.  HERE TURN RIGHT ON OILED ROAD AND GO SOUTH-SOUTHWESTERLY
 GA0862'FOR 0.15 OF A
 GA0862'MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THIS
 GA0862'GRAVELED ROAD FOR ABOUT 0.05
 GA0862'OF A MILE TO THE STATION ON THE RIGHT IN
 GA0862'A JOG OF THE INTERSTATE RIGHT-OF-WAY FENCE AS
 GA0862'DESCRIBED.
 GA0862'
 GA0862'THE STATION IS 88 FEET WEST OF THE APPROXIMATE CENTER OF AN ACCESS
 GA0862'ROAD, 16 FEET
 GA0862'EAST-SOUTHEAST OF A JOG IN THE RIGHT-OF-WAY FENCE, 5
 GA0862'FEET SOUTH OF A 6-INCH WHITE OAK
 GA0862'TREE, AND 1.0 FOOT WEST OF A METAL
 GA0862'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GA0862'IN THE TOP OF AN
 GA0862'11-INCH, ROUND.  CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GA0862'IS STAMPED
 GA0862'KLEPPER 2 1972.
 GA0862'
 GA0862'REFERENCE MARK NO. 3 IS 90 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GA0862'ACCESS ROAD, 9
 GA0862'FEET NORTHWEST OF A 6-INCH WHITE OAK TREE, 5 FEET EAST
 GA0862'OF A JOG IN THE RIGHT-OF-WAY
 GA0862'FENCE, AND 1.0 FOOT WEST OF A METAL
 GA0862'WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GA0862'SET IN THE TOP OF AN
 GA0862'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GA0862'DISK IS STAMPED
 GA0862'KLEPPER 2 NO 3 1972.
 GA0862'
 GA0862'REFERENCE MARK NO. 4 IS 27 FEET SOUTHWEST OF THE JOG IN THE
 GA0862'RIGHT-OF-WAY FENCE,
 GA0862'13 FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.0
 GA0862'FOOT EAST OF A METAL
 GA0862'WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GA0862'SET IN THE TOP OF AN 11-INCH, ROUND,
 GA0862'CONCRETE MONUMENT THAT PROJECTS
 GA0862'2 INCHES AND THE DISK IS STAMPED KLEPPER 2 NO 4 1972.
 GA0862'
 GA0862'TT 10 R (USGS) WAS USED AS THE AZIMUTH MARK.  IT IS 192 FEET
 GA0862'WESTWEST-NORTHWEST OF THE
 GA0862'SOUTHWEST CORNER OF THE OLD SCHOOL BUILDING, 92 FEET NORTHEAST
 GA0862'OF THE APPROXIMATE CENTER
 GA0862'OF THE INTERSECTION OF SECONDARY ROAD 2371
 GA0862'AND AN OILED T ROAD SOUTH, 33 FEET WEST OF
 GA0862'AN 18-INCH WHITE OAK TREE,
 GA0862'19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF SECONDARY ROAD
 GA0862'2371, AND 1.7
 GA0862'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA0862'USGS BENCH MARK DISK SET
 GA0862'IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 GA0862'POST THAT PROJECTS 8 INCHES AND THE DISK IS
 GA0862'STAMPED TT 10 R 1934.
 GA0862'
 GA0862'*AFTER ALL WORK WAS COMPLETED THIS MARK WAS COMPLETELY DESTROYED AND
 GA0862'THE DISK REMOVED,
 GA0862
 GA0862                          STATION RECOVERY (1972)
 GA0862
 GA0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0862'3.5 MI ENE FROM ROMEO.
 GA0862'TO REACH THE MARK FROM THE T INTERSECTION OF STATE ROUTE 70
 GA0862'AND SECONDARY ROAD 2371 IN THE SMALL COMMUNITY OF ROMEO, GO
 GA0862'EASTERLY ON SECONDARY ROAD 2371 FOR 3.35 MILES TO AN OILED
 GA0862'T ROAD RIGHT, THENCE RIGHT, SOUTHERLY, ON THE OILED ROAD FOR 0.15
 GA0862'OF A MILE TO A GRAVELED T ROAD RIGHT, THENCE RIGHT, WESTERLY,
 GA0862'ON GRAVELED ROAD FOR ABOUT 0.05 OF A MILE TO THE KLEPPER 2 1972
 GA0862'TRAVERSE STATION ON THE RIGHT, 88 FEET WEST OF THE APPROXIMATE
 GA0862'CENTER OF AN ACCESS ROAD, 30.81 FEET SOUTHEAST OF KLEPPER 2
 GA0862'R.M. 3, 16 FEET EAST-SOUTHEAST OF A JOG IN THE RIGHT-OF-WAY FENCE,
 GA0862'14.03 FEET SOUTHWEST OF KLEPPER 2 R.M. 4, 5 FEET SOUTH OF A
 GA0862'6-INCH WHITE OAK TREE, AND 1.0 FOOT WEST OF A METAL WITNESS
 GA0862'POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP
 GA0862'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GA0862'AND THE DISK IS STAMPED KLEPPER 2 1972.
 GA0862
 GA0862                          STATION RECOVERY (1980)
 GA0862
 GA0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA0862'ALL MARKS AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS
 GA0862'GOOD WITH THE FOLLOWING.
 GA0862'
 GA0862'2 IRON PINS WERE DRIVEN ALONG SIDE EACH MARK, AND THE STATION MARK
 GA0862'IS 2 FEET EAST OF A RIGHT-OF-WAY FENCE AND ABOUT 90 FEET WEST OF THE
 GA0862'SOUTHWEST END OF INTERSTATE HIGHWAY 81 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0860 ***********************************************************************
 GA0860  DESIGNATION -  KLEPPER 2 RM 3
 GA0860  PID         -  GA0860
 GA0860  STATE/COUNTY-  TN/GREENE
 GA0860  USGS QUAD   -  MC CLOUD (1961)
 GA0860
 GA0860                         *CURRENT SURVEY CONTROL
 GA0860  ___________________________________________________________________
 GA0860* NAD 83(1986)-  36 18 01.     (N)    082 52 41.     (W)     SCALED    
 GA0860* NAVD 88     -       371.72   (meters)    1219.6    (feet)  RESET     
 GA0860  ___________________________________________________________________
 GA0860  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0860
 GA0860  VERT ORDER  -  THIRD
 GA0860
 GA0860.The horizontal coordinates were scaled from a topographic map and have
 GA0860.an estimated accuracy of +/- 6 seconds.
 GA0860
 GA0860.The orthometric height was computed from unverified reset data.
 GA0860
 GA0860.The geoid height was determined by GEOID03.
 GA0860
 GA0860;                    North         East    Units  Estimated Accuracy
 GA0860;SPC TN       -   222,710.      880,360.      MT  (+/- 180 meters Scaled)
 GA0860
 GA0860                          SUPERSEDED SURVEY CONTROL
 GA0860
 GA0860.No superseded survey control is available for this station.
 GA0860
 GA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA313188(NAD 83)
 GA0860_MARKER: DR = REFERENCE MARK DISK
 GA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0860_STAMPING: KLEPPER 2 NO 3 1972
 GA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0860+STABILITY: SURFACE MOTION
 GA0860
 GA0860  HISTORY     - Date     Condition        Report By
 GA0860  HISTORY     - 1972     MONUMENTED       NGS
 GA0860
 GA0860                          STATION DESCRIPTION
 GA0860
 GA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0860'3.5 MI ENE FROM ROMEO.
 GA0860'THIS MARK IS LOCATED AT THE KLEPPER 2 1972 TRAVERSE STATION SITE,
 GA0860'90 FEET WEST OF THE APPROXIMATE CENTER OF AN ACCESS ROAD, 32.91
 GA0860'FEET NORTHWEST OF KLEPPER 2 R.M. 4, 30.81 FEET NORTHWEST OF KLEPPER
 GA0860'2 1972, 9 FEET NORTHWEST OF A 6-INCH WHITE OAK TREE, 6 FEET EAST
 GA0860'OF A JOG IN THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT WEST OF A METAL
 GA0860'WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET
 GA0860'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GA0860'1 INCH AND THE DISK IS STAMPED KLEPPER 2 NO 3 1972.  AN ELEVATION
 GA0860'WAS TRANSFERRED TO THIS MARK FROM KLEPPER 1961.  NOTE-- SEE
 GA0860'DESCRIPTION FOR STATION KLEPPER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0858 ***********************************************************************
 GA0858  DESIGNATION -  KLEPPER 2 RM 4
 GA0858  PID         -  GA0858
 GA0858  STATE/COUNTY-  TN/GREENE
 GA0858  USGS QUAD   -  MC CLOUD (1961)
 GA0858
 GA0858                         *CURRENT SURVEY CONTROL
 GA0858  ___________________________________________________________________
 GA0858* NAD 83(1986)-  36 18 01.     (N)    082 52 41.     (W)     SCALED    
 GA0858* NAVD 88     -       371.48   (meters)    1218.8    (feet)  RESET     
 GA0858  ___________________________________________________________________
 GA0858  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0858
 GA0858  VERT ORDER  -  THIRD
 GA0858
 GA0858.The horizontal coordinates were scaled from a topographic map and have
 GA0858.an estimated accuracy of +/- 6 seconds.
 GA0858
 GA0858.The orthometric height was computed from unverified reset data.
 GA0858
 GA0858.The geoid height was determined by GEOID03.
 GA0858
 GA0858;                    North         East    Units  Estimated Accuracy
 GA0858;SPC TN       -   222,710.      880,360.      MT  (+/- 180 meters Scaled)
 GA0858
 GA0858                          SUPERSEDED SURVEY CONTROL
 GA0858
 GA0858.No superseded survey control is available for this station.
 GA0858
 GA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA313188(NAD 83)
 GA0858_MARKER: DR = REFERENCE MARK DISK
 GA0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0858_STAMPING: KLEPPER 2 NO 4 1972
 GA0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0858+STABILITY: SURFACE MOTION
 GA0858
 GA0858  HISTORY     - Date     Condition        Report By
 GA0858  HISTORY     - 1972     MONUMENTED       NGS
 GA0858
 GA0858                          STATION DESCRIPTION
 GA0858
 GA0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0858'3.5 MI ENE FROM ROMEO.
 GA0858'THIS MARK IS LOCATED AT THE KLEPPER 2 1972 TRAVERSE STATION SITE,
 GA0858'32.91 FEET SOUTHEAST OF KLEPPER 2 R.M. 3, 27 FEET SOUTHWEST OF
 GA0858'A JOG IN THE RIGHT-OF-WAY FENCE, 14.03 FEET NORTHEAST OF KLEPPER
 GA0858'2 1972, 13 FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 GA0858'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA0858'REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GA0858'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED KLEPPER 2
 GA0858'NO 4 1972.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM KLEPPER
 GA0858'1961.  NOTE-- SEE DESCRIPTION FOR STATION KLEPPER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4446 ***********************************************************************
 AJ4446  DESIGNATION -  KNAND RESET
 AJ4446  PID         -  AJ4446
 AJ4446  STATE/COUNTY-  TN/KNOX
 AJ4446  USGS QUAD   -  NORRIS (1990)
 AJ4446
 AJ4446                         *CURRENT SURVEY CONTROL
 AJ4446  ___________________________________________________________________
 AJ4446* NAD 83(1995)-  36 08 09.27100(N)    084 00 25.27086(W)     ADJUSTED  
 AJ4446* NAVD 88     -                                                        
 AJ4446  ___________________________________________________________________
 AJ4446  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ4446  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ4446
 AJ4446  HORZ ORDER  -  SECOND
 AJ4446
 AJ4446.The horizontal coordinates were established by classical geodetic methods
 AJ4446.and adjusted by the National Geodetic Survey in April 1999..
 AJ4446
 AJ4446
 AJ4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4446
 AJ4446.The geoid height was determined by GEOID03.
 AJ4446
 AJ4446;                    North         East     Units Scale Factor Converg.
 AJ4446;SPC TN       -   201,821.619   779,366.452   MT  0.99996223   +1 10 00.4
 AJ4446;SPC TN       -   662,143.10  2,556,971.43   sFT  0.99996223   +1 10 00.4
 AJ4446;UTM  16      - 4,003,173.270   769,324.206   MT  1.00049384   +1 45 57.7
 AJ4446;UTM  17      - 4,003,212.325   229,412.102   MT  1.00050225   -1 46 27.6
 AJ4446
 AJ4446|---------------------------------------------------------------------|
 AJ4446| PID    Reference Object                     Distance      Geod. Az  |
 AJ4446|                                                           dddmmss.s |
 AJ4446| GB2246 KNAND RM 1                           17.506 METERS 06401     |
 AJ4446| GA3553 PACK                                APPROX. 4.0 KM 1414458.1 |
 AJ4446| AJ4644 KNAND AZ MK                                        1895851.9 |
 AJ4446| GB2248 KNAND RM 2                           16.464 METERS 21230     |
 AJ4446|---------------------------------------------------------------------|
 AJ4446
 AJ4446                          SUPERSEDED SURVEY CONTROL
 AJ4446
 AJ4446  NAD 83(1995)-  36 08 09.27588(N)    084 00 25.27192(W) AD(       ) 2
 AJ4446  NAD 83(1995)-  36 08 09.27735(N)    084 00 25.27194(W) AD(       ) 2
 AJ4446  NAD 83(1986)-  36 08 09.28310(N)    084 00 25.26905(W) AD(       ) 2
 AJ4446
 AJ4446.Superseded values are not recommended for survey control.
 AJ4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4446.See file dsdata.txt to determine how the superseded data were derived.
 AJ4446
 AJ4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6932403173(NAD 83)
 AJ4446_MARKER: DD = SURVEY DISK
 AJ4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4446_STAMPING: KNAND THD 1964 1980
 AJ4446_MARK LOGO: TNHD  
 AJ4446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4446
 AJ4446  HISTORY     - Date     Condition        Report By
 AJ4446  HISTORY     - 1980     MONUMENTED       NGS
 AJ4446
 AJ4446                          STATION DESCRIPTION
 AJ4446
 AJ4446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AJ4446'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF DOWNTOWN
 AJ4446'KNOXVILLE.
 AJ4446'
 AJ4446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE
 AJ4446'ROUTE 33 AT HALLS CROSSROADS, GO 6.3 MILES NORTHWEST ON U.S. HIGHWAY
 AJ4446'HIGHWAY 441 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 AJ4446'FOR 0.05 MILE TO KENNY ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05
 AJ4446'MILE NORTH ON THE GRAVELED ROAD TO THE STATION ON THE LEFT AS
 AJ4446'DESCRIBED.
 AJ4446'
 AJ4446'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 AJ4446'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 AJ4446'DESTROYED AND A NEW MARK WAS SET.  THE LINE OF SIGHT TO THE AZIMUTH
 AJ4446'MARK IS OBSTRUCTED BY GROWTH.  THE DIRECTION BETWEEN THE MARKS WAS
 AJ4446'FOUND TO BE IN ERROR BY 5 MINUTES AND 15 SECONDS.  THE DISTANCE TO
 AJ4446'REFERENCE MARK 1 CHECKED BUT THE DISTANCE TO REFERENCE MARK 2 WAS
 AJ4446'FOUND TO BE IN ERROR BY 0.20 OF A FOOT.  THE DESCRIPTION IS GOOD WITH
 AJ4446'THE FOLLOWING.
 AJ4446'
 AJ4446'THE STATION MARK IS 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST, 58
 AJ4446'FT (17.7 M) SOUTHWEST OF A 10 INCH MAPLE TREE AND 52 FT (15.8 M)
 AJ4446'SOUTHWEST OF A 12 INCH MAPLE TREE.  THE MONUMENT PROJECTS 2 INCHES AND
 AJ4446'THE DISK IS STAMPED---KNAND THD 1964 1980---.
 AJ4446'
 AJ4446'REFERENCE MARK 1 IS 9 FT (2.7 M) NORTHWEST OF A 10 INCH MAPLE TREE, 21
 AJ4446'FT (6.4 M) SOUTHEAST OF A 12 INCH POPLAR TREE, 82 FT (25.0 M)
 AJ4446'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE AND 66 FT (20.1 M)
 AJ4446'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1489 ***********************************************************************
 GC1489  DESIGNATION -  KNOLL
 GC1489  PID         -  GC1489
 GC1489  STATE/COUNTY-  TN/CHEATHAM
 GC1489  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1489
 GC1489                         *CURRENT SURVEY CONTROL
 GC1489  ___________________________________________________________________
 GC1489* NAD 83(1995)-  36 05 12.97496(N)    087 04 48.55668(W)     ADJUSTED  
 GC1489* NAVD 88     -       180.391  (meters)     591.83   (feet)  ADJUSTED  
 GC1489  ___________________________________________________________________
 GC1489  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GC1489  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1489  DYNAMIC HT  -         180.236 (meters)     591.32  (feet)  COMP
 GC1489  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1489
 GC1489  HORZ ORDER  -  SECOND
 GC1489  VERT ORDER  -  SECOND    CLASS 0
 GC1489
 GC1489.The horizontal coordinates were established by classical geodetic methods
 GC1489.and adjusted by the National Geodetic Survey in April 1999..
 GC1489
 GC1489.The orthometric height was determined by differential leveling
 GC1489.and adjusted by the National Geodetic Survey in June 1991..
 GC1489
 GC1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1489
 GC1489.The geoid height was determined by GEOID03.
 GC1489
 GC1489.The dynamic height is computed by dividing the NAVD 88
 GC1489.geopotential number by the normal gravity value computed on the
 GC1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1489.degrees latitude (g = 980.6199 gals.).
 GC1489
 GC1489.The modeled gravity was interpolated from observed gravity values.
 GC1489
 GC1489;                    North         East     Units Scale Factor Converg.
 GC1489;SPC TN       -   195,098.403   502,722.331   MT  0.99995811   -0 37 56.5
 GC1489;SPC TN       -   640,085.34  1,649,348.18   sFT  0.99995811   -0 37 56.5
 GC1489;UTM  16      - 3,993,594.135   492,783.790   MT  0.99960064   -0 02 50.0
 GC1489
 GC1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1489!SPC TN       -   0.99997623  x   0.99995811  =   0.99993435
 GC1489!UTM  16      -   0.99997623  x   0.99960064  =   0.99957688
 GC1489
 GC1489|---------------------------------------------------------------------|
 GC1489| PID    Reference Object                     Distance      Geod. Az  |
 GC1489|                                                           dddmmss.s |
 GC1489| GC1490 KNOLL RM 1                           10.845 METERS 07838     |
 GC1489| GC1487 KNOLL AZ MK                                        2553706.0 |
 GC1489| GC1488 KNOLL RM 2                            7.389 METERS 25828     |
 GC1489|---------------------------------------------------------------------|
 GC1489
 GC1489                          SUPERSEDED SURVEY CONTROL
 GC1489
 GC1489  NAD 83(1995)-  36 05 12.97680(N)    087 04 48.55932(W) AD(       ) 2
 GC1489  NAD 83(1995)-  36 05 12.97769(N)    087 04 48.55935(W) AD(       ) 2
 GC1489  NAD 83(1986)-  36 05 12.98545(N)    087 04 48.55966(W) AD(       ) 2
 GC1489  NAD 27      -  36 05 12.76820(N)    087 04 48.54270(W) AD(       ) 2
 GC1489  NGVD 29 (??/??/92)  180.408  (m)          591.89   (f) ADJ UNCH    2 0
 GC1489
 GC1489.Superseded values are not recommended for survey control.
 GC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1489.See file dsdata.txt to determine how the superseded data were derived.
 GC1489
 GC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9278493594(NAD 83)
 GC1489_MARKER: DE = TRAVERSE STATION DISK
 GC1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1489_STAMPING: KNOLL 1959
 GC1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1489+STABILITY: SURFACE MOTION
 GC1489
 GC1489  HISTORY     - Date     Condition        Report By
 GC1489  HISTORY     - 1959     MONUMENTED       CGS
 GC1489  HISTORY     - 1959     GOOD             CGS
 GC1489
 GC1489                          STATION DESCRIPTION
 GC1489
 GC1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1489'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF KINGSTON SPRING,
 GC1489'ABOUT 2 MILES SOUTHWEST OF PEGRAM AND 146 FEET NORTH OF THE PROPOSED
 GC1489'CENTER LINE OF THE INTERSTATE HIGHWAY.
 GC1489'
 GC1489'TO REACH FROM THE MAIN CROSSROAD JUST EAST OF THE POST OFFICE IN
 GC1489'PEGRAM, GO SOUTH ACROSS RAILROAD TRACKS, THENCE GO WESTERLY ON A
 GC1489'BLACK TOP ROAD FOR 0.85 MILE TO END OF BLACK TOP ROAD AND A SIDE ROAD
 GC1489'LEFT, CONTINUE WEST AND SOUTH ON A GRAVELED ROAD FOR 0.9 MILE TO A
 GC1489'FORK, KEEP LEFT FORK SOUTH FOR 0.2 MILE TO A HOUSE ON THE LEFT AND A
 GC1489'GATE, CONTINUE STRAIGHT AHEAD PASS THROUGH GATE AND GO SOUTH FOR
 GC1489'0.2 MILE TO A FORK, KEEP LEFT ON TRACK ROAD AND GO SOUTH FOR 0.15
 GC1489'MILE TO SUMMIT OF KNOLL AND STATION SITE.
 GC1489'
 GC1489'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED KNOLL 1959. THE
 GC1489'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC1489'WITH THE SURFACE OF THE GROUND. IT IS 5 FEET EAST-SOUTHEAST OF A
 GC1489'WITNESS SIGN AND 3 FEET SOUTH OF THE INTERSTATE HIGHWAY
 GC1489'RIGHT-OF-WAY FENCE.
 GC1489'
 GC1489'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC1489'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED KNOLL
 GC1489'1959.
 GC1489'
 GC1489'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED KNOLL NO 1
 GC1489'1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC1489'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 3 FEET SOUTH OF
 GC1489'THE INTERSTATE HIGHWAY RIGHT-OF-WAY FENCE AND ABOUT THE SAME
 GC1489'ELEVATION AS THE STATION MARK.
 GC1489'
 GC1489'REFERENCE MARK NO. 2 IS A STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS
 GC1489'MARK. THE DISK BEARS NO STAMPING. IT IS CEMENTED IN A 4 BY 4 INCH
 GC1489'CONCRETE POST AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC1489'THE MARK IS 3 FEET SOUTH OF THE INTERSTATE HIGHWAY RIGHT-OF-WAY
 GC1489'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GC1489'
 GC1489'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED KNOLL 1959. THE
 GC1489'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC1489'WITH THE SURFACE OF THE GROUND. IT IS SET ON THE SOUTH SIDE OF THE
 GC1489'INTERSTATE HIGHWAY, 3 FEET EAST OF A WITNESS SIGN AND 2 FEET NORTH
 GC1489'OF THE RIGHT-OF-WAY FENCE.
 GC1489'
 GC1489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OF THE INTERSTATE
 GC1489'HIGHWAY WHICH IS NOW UNDER CONSTRUCTION FOR ABOUT 1 MILE TO THE
 GC1489'AZIMUTH ON THE LEFT AS DESCRIBED.
 GC1489
 GC1489                          STATION RECOVERY (1959)
 GC1489
 GC1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1489'2.7 MI SE FROM KINGSTON SPRINGS.
 GC1489'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1489'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1489'ROAD, THENCE 1.0 MILE EAST ON THE INTERSTATE HIGHWAY, 5 FT.
 GC1489'EAST-SOUTHEAST OF A WITNESS SIGN, AND 3 FT. SOUTH OF THE
 GC1489'INTERSTATE HIGHWAY RIGHT OF WAY FENCE, A DISK SET IN TOP OF A
 GC1489'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1487 ***********************************************************************
 GC1487  DESIGNATION -  KNOLL AZ MK
 GC1487  PID         -  GC1487
 GC1487  STATE/COUNTY-  TN/CHEATHAM
 GC1487  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1487
 GC1487                         *CURRENT SURVEY CONTROL
 GC1487  ___________________________________________________________________
 GC1487* NAD 83(1986)-  36 05 00.     (N)    087 05 51.     (W)     SCALED    
 GC1487* NAVD 88     -       169.601  (meters)     556.43   (feet)  ADJUSTED  
 GC1487  ___________________________________________________________________
 GC1487  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC1487  DYNAMIC HT  -         169.455 (meters)     555.95  (feet)  COMP
 GC1487  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GC1487
 GC1487  VERT ORDER  -  SECOND    CLASS 0
 GC1487
 GC1487.The horizontal coordinates were scaled from a topographic map and have
 GC1487.an estimated accuracy of +/- 6 seconds.
 GC1487
 GC1487.The orthometric height was determined by differential leveling
 GC1487.and adjusted by the National Geodetic Survey in June 1991..
 GC1487
 GC1487.The geoid height was determined by GEOID03.
 GC1487
 GC1487.The dynamic height is computed by dividing the NAVD 88
 GC1487.geopotential number by the normal gravity value computed on the
 GC1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1487.degrees latitude (g = 980.6199 gals.).
 GC1487
 GC1487.The modeled gravity was interpolated from observed gravity values.
 GC1487
 GC1487;                    North         East    Units  Estimated Accuracy
 GC1487;SPC TN       -   194,720.      501,160.      MT  (+/- 180 meters Scaled)
 GC1487
 GC1487                          SUPERSEDED SURVEY CONTROL
 GC1487
 GC1487  NGVD 29 (??/??/92)  169.616  (m)          556.48   (f) ADJ UNCH    2 0
 GC1487
 GC1487.Superseded values are not recommended for survey control.
 GC1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1487.See file dsdata.txt to determine how the superseded data were derived.
 GC1487
 GC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE912931(NAD 83)
 GC1487_MARKER: DZ = AZIMUTH MARK DISK
 GC1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1487_STAMPING: KNOLL 1959
 GC1487_MARK LOGO: CGS   
 GC1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1487+STABILITY: SURFACE MOTION
 GC1487
 GC1487  HISTORY     - Date     Condition        Report By
 GC1487  HISTORY     - 1959     MONUMENTED       CGS
 GC1487
 GC1487                          STATION DESCRIPTION
 GC1487
 GC1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1487'1.7 MI SE FROM KINGSTON SPRINGS.
 GC1487'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1487'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1487'ROAD TO THE INTERSTATE HIGHWAY, THE MARK IS SET ON THE SOUTH SIDE
 GC1487'OF THE HIGHWAY, (THE ROAD IS UNDER CONSTRUCTION AND NO
 GC1487'MEASUREMENTS COULD BE TAKEN), 3 FT. EAST OF A WITNESS SIGN, AND
 GC1487'2 FT. NORTH OF THE RIGHT OF WAY FENCE, A DISK SET IN TOP OF A
 GC1487'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, THE
 GC1487'MARK IS SET AT THE CREST OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1490 ***********************************************************************
 GC1490  DESIGNATION -  KNOLL RM 1
 GC1490  PID         -  GC1490
 GC1490  STATE/COUNTY-  TN/CHEATHAM
 GC1490  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1490
 GC1490                         *CURRENT SURVEY CONTROL
 GC1490  ___________________________________________________________________
 GC1490* NAD 83(1986)-  36 05 12.     (N)    087 04 48.     (W)     SCALED    
 GC1490* NAVD 88     -       180.414  (meters)     591.91   (feet)  ADJUSTED  
 GC1490  ___________________________________________________________________
 GC1490  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1490  DYNAMIC HT  -         180.258 (meters)     591.40  (feet)  COMP
 GC1490  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1490
 GC1490  VERT ORDER  -  SECOND    CLASS 0
 GC1490
 GC1490.The horizontal coordinates were scaled from a topographic map and have
 GC1490.an estimated accuracy of +/- 6 seconds.
 GC1490
 GC1490.The orthometric height was determined by differential leveling
 GC1490.and adjusted by the National Geodetic Survey in June 1991..
 GC1490
 GC1490.The geoid height was determined by GEOID03.
 GC1490
 GC1490.The dynamic height is computed by dividing the NAVD 88
 GC1490.geopotential number by the normal gravity value computed on the
 GC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1490.degrees latitude (g = 980.6199 gals.).
 GC1490
 GC1490.The modeled gravity was interpolated from observed gravity values.
 GC1490
 GC1490;                    North         East    Units  Estimated Accuracy
 GC1490;SPC TN       -   195,070.      502,740.      MT  (+/- 180 meters Scaled)
 GC1490
 GC1490                          SUPERSEDED SURVEY CONTROL
 GC1490
 GC1490  NGVD 29 (??/??/92)  180.430  (m)          591.96   (f) ADJ UNCH    2 0
 GC1490
 GC1490.Superseded values are not recommended for survey control.
 GC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1490.See file dsdata.txt to determine how the superseded data were derived.
 GC1490
 GC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE927935(NAD 83)
 GC1490_MARKER: DR = REFERENCE MARK DISK
 GC1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1490_STAMPING: KNOLL NO 1 1959
 GC1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1490+STABILITY: SURFACE MOTION
 GC1490
 GC1490  HISTORY     - Date     Condition        Report By
 GC1490  HISTORY     - 1959     MONUMENTED       CGS
 GC1490
 GC1490                          STATION DESCRIPTION
 GC1490
 GC1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1490'2.7 MI SE FROM KINGSTON SPRINGS.
 GC1490'THIS MARK IS LOCATED AT THE KNOLL 1959 STATION SITE, 35.5 FT.
 GC1490'EAST OF THE STATION MARK, 3 FT. SOUTH OF THE INTERSTATE HIGHWAY
 GC1490'RIGHT OF WAY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION
 GC1490'MARK, A DISK SET IN TOP OF A CONCRETE POST WHICH IS SET FLUSH
 GC1490'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1488 ***********************************************************************
 GC1488  DESIGNATION -  KNOLL RM 2
 GC1488  PID         -  GC1488
 GC1488  STATE/COUNTY-  TN/CHEATHAM
 GC1488  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1488
 GC1488                         *CURRENT SURVEY CONTROL
 GC1488  ___________________________________________________________________
 GC1488* NAD 83(1986)-  36 05 13.     (N)    087 04 48.     (W)     SCALED    
 GC1488* NAVD 88     -       180.262  (meters)     591.41   (feet)  ADJUSTED  
 GC1488  ___________________________________________________________________
 GC1488  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1488  DYNAMIC HT  -         180.106 (meters)     590.90  (feet)  COMP
 GC1488  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC1488
 GC1488  VERT ORDER  -  SECOND    CLASS 0
 GC1488
 GC1488.The horizontal coordinates were scaled from a topographic map and have
 GC1488.an estimated accuracy of +/- 6 seconds.
 GC1488
 GC1488.The orthometric height was determined by differential leveling
 GC1488.and adjusted by the National Geodetic Survey in June 1991..
 GC1488
 GC1488.The geoid height was determined by GEOID03.
 GC1488
 GC1488.The dynamic height is computed by dividing the NAVD 88
 GC1488.geopotential number by the normal gravity value computed on the
 GC1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1488.degrees latitude (g = 980.6199 gals.).
 GC1488
 GC1488.The modeled gravity was interpolated from observed gravity values.
 GC1488
 GC1488;                    North         East    Units  Estimated Accuracy
 GC1488;SPC TN       -   195,100.      502,740.      MT  (+/- 180 meters Scaled)
 GC1488
 GC1488                          SUPERSEDED SURVEY CONTROL
 GC1488
 GC1488  NGVD 29 (??/??/92)  180.278  (m)          591.46   (f) ADJ UNCH    2 0
 GC1488
 GC1488.Superseded values are not recommended for survey control.
 GC1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1488.See file dsdata.txt to determine how the superseded data were derived.
 GC1488
 GC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE927935(NAD 83)
 GC1488_MARKER: DD = SURVEY DISK
 GC1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1488_MARK LOGO: TNHD  
 GC1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1488+STABILITY: SURFACE MOTION
 GC1488
 GC1488  HISTORY     - Date     Condition        Report By
 GC1488  HISTORY     - 1959     MONUMENTED       TNHD
 GC1488  HISTORY     - 1959     GOOD             NGS
 GC1488
 GC1488                          STATION DESCRIPTION
 GC1488
 GC1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1488'2.7 MI SE FROM KINGSTON SPRINGS.
 GC1488'THIS MARK IS LOCATED AT THE KNOLL 1959 STATION SITE, 24.2 FT.
 GC1488'WEST OF THE STATION MARK, AND 3 FT. SOUTH OF THE HIGHWAY RIGHT
 GC1488'OF WAY FENCE, A DISK SET IN TOP OF A 4 BY 4 CONCRETE POST
 GC1488'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3472 ***********************************************************************
 FB3472  CBN         -  This is a Cooperative Base Network Control Station.
 FB3472  PACS        -  This is a Primary Airport Control Station.
 FB3472  DESIGNATION -  KNOXPORT
 FB3472  PID         -  FB3472
 FB3472  STATE/COUNTY-  TN/KNOX
 FB3472  USGS QUAD   -  SHOOKS GAP (1987)
 FB3472
 FB3472                         *CURRENT SURVEY CONTROL
 FB3472  ___________________________________________________________________
 FB3472* NAD 83(1995)-  35 57 48.37916(N)    083 52 23.47650(W)     ADJUSTED  
 FB3472* NAVD 88     -       252.21   (meters)     827.5    (feet)  GPS OBS   
 FB3472  ___________________________________________________________________
 FB3472  X           -     551,637.314 (meters)                     COMP
 FB3472  Y           -  -5,139,039.287 (meters)                     COMP
 FB3472  Z           -   3,725,038.989 (meters)                     COMP
 FB3472  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FB3472  ELLIP HEIGHT-         221.52  (meters)          (07/11/02) GPS OBS
 FB3472  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB3472
 FB3472  HORZ ORDER  -  B
 FB3472  ELLP ORDER  -  FIRST     CLASS II
 FB3472
 FB3472.This mark is at Knoxville Downtown Isl Airport (DKX)
 FB3472
 FB3472.The horizontal coordinates were established by GPS observations
 FB3472.and adjusted by the National Geodetic Survey in July 2002..
 FB3472
 FB3472.The orthometric height was determined by GPS observations and a
 FB3472.high-resolution geoid model.
 FB3472
 FB3472.GPS derived orthometric heights for airport stations designated as
 FB3472.PACS or SACS are published to 2 decimal places.  This maintains
 FB3472.centimeter relative accuracy between the PACS and SACS.  It does
 FB3472.not indicate centimeter accuracy relative to other marks which are
 FB3472.part of the NAVD 88 network.
 FB3472
 FB3472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3472
 FB3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3472
 FB3472.The ellipsoidal height was determined by GPS observations
 FB3472.and is referenced to NAD 83.
 FB3472
 FB3472.The geoid height was determined by GEOID03.
 FB3472
 FB3472;                    North         East     Units Scale Factor Converg.
 FB3472;SPC TN       -   182,943.243   791,825.184   MT  0.99995094   +1 14 42.4
 FB3472;SPC TN       -   600,206.29  2,597,846.46   sFT  0.99995094   +1 14 42.4
 FB3472;UTM  17      - 3,983,710.433   240,892.955   MT  1.00042734   -1 41 17.8
 FB3472
 FB3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3472!SPC TN       -   0.99996523  x   0.99995094  =   0.99991618
 FB3472!UTM  17      -   0.99996523  x   1.00042734  =   1.00039256
 FB3472
 FB3472:                Primary Azimuth Mark                     Grid Az
 FB3472:SPC TN       -  KNOXPORT AZ MK                           072 26 26.9
 FB3472:UTM  17      -  KNOXPORT AZ MK                           075 22 27.1
 FB3472
 FB3472|---------------------------------------------------------------------|
 FB3472| PID    Reference Object                     Distance      Geod. Az  |
 FB3472|                                                           dddmmss.s |
 FB3472| FB3473 KNOXPORT AZ MK                      467.277 METERS 0734109.3 |
 FB3472|---------------------------------------------------------------------|
 FB3472
 FB3472                          SUPERSEDED SURVEY CONTROL
 FB3472
 FB3472  NAD 83(1995)-  35 57 48.37983(N)    083 52 23.47655(W) AD(       ) 3
 FB3472  ELLIP H (04/12/99)  221.46   (m)                       GP(       ) 4 1
 FB3472  NAD 83(1995)-  35 57 48.38257(N)    083 52 23.48112(W) AD(       ) 3
 FB3472  NGVD 29 (09/17/90)  252.3    (m)          828.     (f) GPS OBS        
 FB3472
 FB3472.Superseded values are not recommended for survey control.
 FB3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3472.See file dsdata.txt to determine how the superseded data were derived.
 FB3472
 FB3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4089383710(NAD 83)
 FB3472_MARKER: I = METAL ROD
 FB3472_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3472_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FB3472_STAMPING: KNOXPORT 1987
 FB3472_MARK LOGO: NGS   
 FB3472_PROJECTION: RECESSED 10 CENTIMETERS
 FB3472_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3472+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FB3472_ROD/PIPE-DEPTH: 12.5 meters
 FB3472_SLEEVE-DEPTH  : 0.90 meters
 FB3472
 FB3472  HISTORY     - Date     Condition        Report By
 FB3472  HISTORY     - 19871115 MONUMENTED       NGS
 FB3472  HISTORY     - 19881115 GOOD
 FB3472  HISTORY     - 19890602 GOOD             NGS
 FB3472  HISTORY     - 20020210 GOOD             NGS
 FB3472  HISTORY     - 20020210 GOOD             NGS
 FB3472  HISTORY     - 20031010 GOOD             TNDT
 FB3472
 FB3472                          STATION DESCRIPTION
 FB3472
 FB3472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FB3472'FROM THE EAST SIDE OF KNOXVILLE GO 0.75 MILE EASTERLY ALONG ISLAND
 FB3472'HOME AVENUE TO THE INTERSECTION OF MAPLEWOOD DRIVE, CONTINUE
 FB3472'EASTERLY ALONG MAPLEWOOD DRIVE FOR 0.15 MILE TO THE INTERSECTION
 FB3472'OF SPENCE PLACE, CONTINUE EASTERLY ALONG SPENCE PLACE FOR 0.80
 FB3472'MILE TO THE KNOXVILLE DOWNTOWN ISLAND AIRPORT OFFICE BUILDING THENCE
 FB3472'ABOUT 250 FEET NORTH ACROSS TAXIWAY TO MARK BETWEEN TAXIWAY
 FB3472'AND RUNWAY, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 40.0 FEET
 FB3472'TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FB3472'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP
 FB3472'AND ---STAMPED KNOXPORT 1987, RECESSED 1 INCH BELOW GROUND WITH A
 FB3472'REBAR IN CONCRETE, 166.0 FEET NORTH OF NORTH EDGE OF TAXIWAY,
 FB3472'134.0 FEET SOUTH OF SOUTH EDGE OF RUNWAY, 44.5 FEET EAST OF A
 FB3472'CEILOMETER, 51.0 FEET WEST OF A PIPE CULVERT UNDER GROUND WITH A
 FB3472'THIN HEADWALL, AND 1.2 FEET WOUTHWEST OF A FIBERGLASS WITNESS POST
 FB3472'ALSO 0.3 MILE WEST OF KNOXPORT AZ MK.
 FB3472
 FB3472                          STATION RECOVERY (1988)
 FB3472
 FB3472'RECOVERED 1988
 FB3472'RECOVERED IN GOOD CONDITION.
 FB3472
 FB3472                          STATION RECOVERY (1989)
 FB3472
 FB3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FB3472'THE STATION IS LOCATED MIDFIELD ON KNOXVILLE DOWNTOWN ISLAND AIRPORT.
 FB3472'THE STATION IS ON LINE WITH THE WEST END OF THE THIRD AIRCRAFT SHELTER
 FB3472'SOUTH OF THE TAXIWAY.  THE STATION IS 186.8 FEET (56.9 M) NORTH OF THE
 FB3472'CENTERLINE OF THE TAXIWAY (CENTER STRIPE), 49.5 FEET (15.1 M)
 FB3472'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERNMOST BOX CULVERT,
 FB3472'172.4 FEET (52.5 M) SOUTH OF THE RUNWAY CENTERLINE, AND 44.8 FEET
 FB3472'(13.7 M) SOUTHEAST OF A VERTICALLY AIMED SPOTLIGHT.  THE STATION IS A
 FB3472'STAINLESS STEEL ROD SET .2 FOOT (6.1 CM) BENEATH THE GROUND AND
 FB3472'ENCASED IN A STANDARD NGS FLANGE COVER.
 FB3472
 FB3472                          STATION RECOVERY (2002)
 FB3472
 FB3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3472'RECOVERED AS DESCRIBED.  ADD--CONTACT WILLIAM MARRISON FOR PERMISSION
 FB3472'TO OCCUPY THIS
 FB3472'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 423-970-2773.  FBO
 FB3472'IS HAWTHORNE
 FB3472'AVIATION.  PHONE 423-970-4461.
 FB3472' 
 FB3472'
 FB3472
 FB3472                          STATION RECOVERY (2002)
 FB3472
 FB3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3472'RECOVERED AS DESCRIBED.
 FB3472'
 FB3472
 FB3472                          STATION RECOVERY (2003)
 FB3472
 FB3472'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3473 ***********************************************************************
 FB3473  SACS        -  This is a Secondary Airport Control Station.
 FB3473  DESIGNATION -  KNOXPORT AZ MK
 FB3473  PID         -  FB3473
 FB3473  STATE/COUNTY-  TN/KNOX
 FB3473  USGS QUAD   -  SHOOKS GAP (1987)
 FB3473
 FB3473                         *CURRENT SURVEY CONTROL
 FB3473  ___________________________________________________________________
 FB3473* NAD 83(1995)-  35 57 52.63745(N)    083 52 05.57854(W)     ADJUSTED  
 FB3473* NAVD 88     -       252.32   (meters)     827.8    (feet)  GPS OBS   
 FB3473  ___________________________________________________________________
 FB3473  X           -     552,075.011 (meters)                     COMP
 FB3473  Y           -  -5,138,914.841 (meters)                     COMP
 FB3473  Z           -   3,725,145.281 (meters)                     COMP
 FB3473  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FB3473  ELLIP HEIGHT-         221.62  (meters)          (07/11/02) GPS OBS
 FB3473  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB3473
 FB3473  HORZ ORDER  -  FIRST
 FB3473  ELLP ORDER  -  THIRD     CLASS I
 FB3473
 FB3473.This mark is at Knoxville Downtown Isl Airport (DKX)
 FB3473
 FB3473.The horizontal coordinates were established by GPS observations
 FB3473.and adjusted by the National Geodetic Survey in July 2002..
 FB3473
 FB3473.The orthometric height was determined by GPS observations and a
 FB3473.high-resolution geoid model.
 FB3473
 FB3473.GPS derived orthometric heights for airport stations designated as
 FB3473.PACS or SACS are published to 2 decimal places.  This maintains
 FB3473.centimeter relative accuracy between the PACS and SACS.  It does
 FB3473.not indicate centimeter accuracy relative to other marks which are
 FB3473.part of the NAVD 88 network.
 FB3473
 FB3473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3473
 FB3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3473
 FB3473.The ellipsoidal height was determined by GPS observations
 FB3473.and is referenced to NAD 83.
 FB3473
 FB3473.The geoid height was determined by GEOID03.
 FB3473
 FB3473;                    North         East     Units Scale Factor Converg.
 FB3473;SPC TN       -   183,084.210   792,270.667   MT  0.99995099   +1 14 52.9
 FB3473;SPC TN       -   600,668.78  2,599,308.01   sFT  0.99995099   +1 14 52.9
 FB3473;UTM  17      - 3,983,828.473   241,345.283   MT  1.00042445   -1 41 07.4
 FB3473
 FB3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3473!SPC TN       -   0.99996522  x   0.99995099  =   0.99991621
 FB3473!UTM  17      -   0.99996522  x   1.00042445  =   1.00038965
 FB3473
 FB3473:                Primary Azimuth Mark                     Grid Az
 FB3473:SPC TN       -  KNOXPORT                                 252 26 26.9
 FB3473:UTM  17      -  KNOXPORT                                 255 22 27.2
 FB3473
 FB3473|---------------------------------------------------------------------|
 FB3473| PID    Reference Object                     Distance      Geod. Az  |
 FB3473|                                                           dddmmss.s |
 FB3473| FB3472 KNOXPORT                            467.277 METERS 2534119.8 |
 FB3473|---------------------------------------------------------------------|
 FB3473
 FB3473                          SUPERSEDED SURVEY CONTROL
 FB3473
 FB3473  NAD 83(1995)-  35 57 52.63776(N)    083 52 05.57846(W) AD(       ) 3
 FB3473  ELLIP H (04/12/99)  221.58   (m)                       GP(       ) 4 1
 FB3473  NAD 83(1995)-  35 57 52.64051(N)    083 52 05.58315(W) AD(       ) 3
 FB3473  NGVD 29 (09/17/90)  252.4    (m)          828.     (f) GPS OBS        
 FB3473
 FB3473.Superseded values are not recommended for survey control.
 FB3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3473.See file dsdata.txt to determine how the superseded data were derived.
 FB3473
 FB3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4134583828(NAD 83)
 FB3473_MARKER: I = METAL ROD
 FB3473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FB3473_STAMPING: KNOXPORT AZ MK 1987
 FB3473_MARK LOGO: NGS   
 FB3473_PROJECTION: RECESSED 3 CENTIMETERS
 FB3473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3473+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 FB3473_ROD/PIPE-DEPTH: 15.8 meters
 FB3473_SLEEVE-DEPTH  : 0.9 meters
 FB3473
 FB3473  HISTORY     - Date     Condition        Report By
 FB3473  HISTORY     - 19871110 MONUMENTED       NGS
 FB3473  HISTORY     - 19881115 GOOD
 FB3473  HISTORY     - 19890602 GOOD             NGS
 FB3473  HISTORY     - 20020210 GOOD             NGS
 FB3473
 FB3473                          STATION DESCRIPTION
 FB3473
 FB3473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FB3473'FROM THE EAST SIDE OF KNOXVILLE GO 0.75 MILE EASTERLY ALONG ISLAND
 FB3473'HOME AVENUE TO THE INTERSECTION OF MAPLEWOOD DRIVE, CONTINUE
 FB3473'EASTERLY ALONG MAPLEWOOD DRIVE FOR 0.15 MILE TO THE INTERSECTION
 FB3473'OF SPENCE PLACE, CONTINUE EASTERLY ALONG SPENCE PLACE FOR 0.80
 FB3473'MILE TO THE KNOXVILLE DOWNTOWN ISLAND AIRPORT OFFICE BUILDING THENCE
 FB3473'0.3 MILE EASTERLY ALONG THE TAXIWAY TO MARK ON THE LEFT, A 3-D
 FB3473'MARK, A STAINLESS STEEL ROD DRIVEN 52.0 FEET TO REFUSAL 4 INCHES
 FB3473'BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE,
 FB3473'ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED KNOXPORT
 FB3473'AZ MK 1987, RECESSED 1 INCH BELOW GROUND, WITH A REBAR IN CONCRETE,
 FB3473'93.5 FEET SOUTHWEST OF TAXIWAY, 89.0 FEET NORTHWEST OF A PIPE
 FB3473'CULVERT WITH A THIN HEADWALL, 90.0 FEET SOUTHEAST OF SOUTHWEST
 FB3473'CONCRETE BASE FOR A VASI, 84.5 FEET SOUTH OF A BLACK BOX AND 1.8
 FB3473'FEET NORTHEAST OF A FIBERGLASS WITNESS POST.  ALSO 0.3 MILE EAST OF
 FB3473'KNOXPORT 1987.
 FB3473
 FB3473                          STATION RECOVERY (1988)
 FB3473
 FB3473'RECOVERED 1988
 FB3473'RECOVERED IN GOOD CONDITION.
 FB3473
 FB3473                          STATION RECOVERY (1989)
 FB3473
 FB3473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FB3473'THE STATION IS LOCATED ON THE EAST END OF THE KNOXVILLE DOWNTOWN
 FB3473'ISLAND AIRPORT.  THE STATION IS 132.2 FEET (40.3 M) SOUTH OF THE
 FB3473'CENTERLINE END OF THE RUNWAY, 90.6 FEET (27.6 M) SOUTHEAST OF THE
 FB3473'SOUTHEAST CORNER OF THE CONCRETE VASI PAD, 88.5 FEET (27.0 M) NORTH OF
 FB3473'THE NORTHEAST CORNER OF A CONCRETE BOX CULVERT, 77.5 FEET (23.6 M)
 FB3473'NORTHWEST OF THE FIRST TAXIWAY LIGHT SOUTH OF THE HOLD BAR, 76.6 FEET
 FB3473'(23.3 M) WEST OF THE WEST EDGE OF THE TAXIWAY AT THE HOLD BAR, AND
 FB3473'174.7 FEET (53.2 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 26. THE
 FB3473'STATION IS A STAINLESS STEEL ROD SET .2 FOOT (6.1 CM) BENEATH THE
 FB3473'GROUND ENCASED IN A STANDARD NGS FLANGE COVER.
 FB3473
 FB3473                          STATION RECOVERY (2002)
 FB3473
 FB3473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3473'RECOVERED AS DESCRIBED.  ADD--CONTACT WILLIAM MARRISON FOR PERMISSION
 FB3473'TO OCCUPY THIS
 FB3473'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 423-970-2773.  FBO
 FB3473'IS HAWTHORNE
 FB3473'AVIATION.  PHONE 423-577-4461.
 FB3473' 
 FB3473'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2656 ***********************************************************************
 FB2656  DESIGNATION -  KNOXVILLE C B ATKIN CO TANK
 FB2656  PID         -  FB2656
 FB2656  STATE/COUNTY-  TN/KNOX
 FB2656  USGS QUAD   -  KNOXVILLE (1978)
 FB2656
 FB2656                         *CURRENT SURVEY CONTROL
 FB2656  ___________________________________________________________________
 FB2656* NAD 83(1995)-  35 59 44.21165(N)    083 56 21.54646(W)     ADJUSTED  
 FB2656* NAVD 88     -                                                        
 FB2656  ___________________________________________________________________
 FB2656  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FB2656  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2656
 FB2656  HORZ ORDER  -  THIRD
 FB2656
 FB2656.The horizontal coordinates were established by classical geodetic methods
 FB2656.and adjusted by the National Geodetic Survey in April 1999..
 FB2656
 FB2656
 FB2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2656
 FB2656.The geoid height was determined by GEOID03.
 FB2656
 FB2656;                    North         East     Units Scale Factor Converg.
 FB2656;SPC TN       -   186,384.846   785,786.354   MT  0.99995236   +1 12 23.1
 FB2656;SPC TN       -   611,497.62  2,578,034.06   sFT  0.99995236   +1 12 23.1
 FB2656;UTM  17      - 3,987,458.493   235,035.315   MT  1.00046516   -1 43 42.6
 FB2656;UTM  16      - 3,987,795.568   775,908.130   MT  1.00053812   +1 47 59.9
 FB2656
 FB2656                          SUPERSEDED SURVEY CONTROL
 FB2656
 FB2656  NAD 83(1995)-  35 59 44.21970(N)    083 56 21.54446(W) AD(       ) 4
 FB2656  NAD 83(1986)-  35 59 44.22531(N)    083 56 21.54263(W) AD(       ) 4
 FB2656  NAD 27      -  35 59 43.92800(N)    083 56 21.87900(W) AD(       ) 3
 FB2656
 FB2656.Superseded values are not recommended for survey control.
 FB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2656.See file dsdata.txt to determine how the superseded data were derived.
 FB2656
 FB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3503587458(NAD 83)
 FB2656_MARKER: 53 = ELEVATED TANK
 FB2656
 FB2656  HISTORY     - Date     Condition        Report By
 FB2656  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2656
 FB2656                          STATION DESCRIPTION
 FB2656
 FB2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2656'THE STATION IS LOCATED AT THE WEST EDGE OF THE HARVEY STREET PLANT OF
 FB2656'THE C.B. ATKIN FURNITURE MANUFACTURING CO. IT IS AT THE EXTREME
 FB2656'NORTH END OF HARVEY STREET IN THE NORTH CENTRAL PART OF KNOXVILLE.
 FB2656'
 FB2656'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS A
 FB2656'CONICAL ROOF WITH A BALL AT THE APEX, IS PAINTED SILVER, AND HAS AN
 FB2656'OVER-ALL HEIGHT OF 115.0 FEET.
 FB2656'
 FB2656'THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2658 ***********************************************************************
 FB2658  DESIGNATION -  KNOXVILLE FIFTH MUN DIST SPIPE
 FB2658  PID         -  FB2658
 FB2658  STATE/COUNTY-  TN/KNOX
 FB2658  USGS QUAD   -  KNOXVILLE (1978)
 FB2658
 FB2658                         *CURRENT SURVEY CONTROL
 FB2658  ___________________________________________________________________
 FB2658* NAD 83(1995)-  35 58 41.66942(N)    083 56 59.75460(W)     ADJUSTED  
 FB2658* NAVD 88     -                                                        
 FB2658  ___________________________________________________________________
 FB2658  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FB2658  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2658
 FB2658  HORZ ORDER  -  THIRD
 FB2658
 FB2658.The horizontal coordinates were established by classical geodetic methods
 FB2658.and adjusted by the National Geodetic Survey in April 1999..
 FB2658
 FB2658
 FB2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2658
 FB2658.The geoid height was determined by GEOID03.
 FB2658
 FB2658;                    North         East     Units Scale Factor Converg.
 FB2658;SPC TN       -   184,437.596   784,869.991   MT  0.99995156   +1 12 00.7
 FB2658;SPC TN       -   605,109.01  2,575,027.63   sFT  0.99995156   +1 12 00.7
 FB2658;UTM  17      - 3,985,559.731   234,019.939   MT  1.00047181   -1 44 02.5
 FB2658;UTM  16      - 3,985,837.796   775,011.453   MT  1.00053203   +1 47 34.7
 FB2658
 FB2658                          SUPERSEDED SURVEY CONTROL
 FB2658
 FB2658  NAD 83(1995)-  35 58 41.67721(N)    083 56 59.75243(W) AD(       ) 4
 FB2658  NAD 83(1986)-  35 58 41.68287(N)    083 56 59.75064(W) AD(       ) 4
 FB2658  NAD 27      -  35 58 41.38600(N)    083 57 00.08700(W) AD(       ) 3
 FB2658
 FB2658.Superseded values are not recommended for survey control.
 FB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2658.See file dsdata.txt to determine how the superseded data were derived.
 FB2658
 FB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3402085560(NAD 83)
 FB2658_MARKER: 52 = STANDPIPE TANK
 FB2658
 FB2658  HISTORY     - Date     Condition        Report By
 FB2658  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2658  HISTORY     - 1982     GOOD             LOCSUR
 FB2658  HISTORY     - 20010325 GOOD             USPSQD
 FB2658
 FB2658                          STATION DESCRIPTION
 FB2658
 FB2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2658'THE STATION IS LOCATED ON A PROMINENT RIDGE IN THE LONSDALE SECTION
 FB2658'OF KNOXVILLE. IT IS ON PROPERTY OF THE KNOXVILLE UTILITIES BOARD,
 FB2658'ABOUT 2 MILES WEST-NORTHWEST OF THE CENTER OF DOWNTOWN KNOXVILLE AND
 FB2658'JUST NORTH OF VERMONT AVENUE NW.
 FB2658'
 FB2658'IT IS A STEEL, CYLINDRICAL STRUCTURE, 25 FEET IN DIAMETER, HAS A
 FB2658'CONICAL ROOF WITH A BALL AT THE APEX, IS PAINTED BLACK, AND HAS AN
 FB2658'OVER-ALL HEIGHT OF 70.0 FEET.
 FB2658'
 FB2658'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 FB2658
 FB2658                          STATION RECOVERY (1982)
 FB2658
 FB2658'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2658'A BALL AT APEX OF ROOF OF A 25 FOOT DIA. X 70 FOOT H. STANDPIPE.
 FB2658'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED AND HEREWITH
 FB2658'NOTED--THE STANDPIPE IS NOW PAINTED BLUE (NOT BLACK AS WAS REPORTED
 FB2658'IN THE 1960 DESCRIPTION) WITH A YELLOW STRIPE ON ONE SIDE WITH THE
 FB2658'WORD RULE PAINTED IN THE YELLOW AREA, AS IT IS LOCATED IN AN
 FB2658'ADJACENT LOT N. E. OF RULE HIGH SCHOOL ATHLETIC FIELD.
 FB2658'(CITY BLOCK 19880).
 FB2658
 FB2658                          STATION RECOVERY (2001)
 FB2658
 FB2658'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2659 ***********************************************************************
 FB2659  DESIGNATION -  KNOXVILLE IMM CONCEPTION CH
 FB2659  PID         -  FB2659
 FB2659  STATE/COUNTY-  TN/KNOX
 FB2659  USGS QUAD   -  KNOXVILLE (1978)
 FB2659
 FB2659                         *CURRENT SURVEY CONTROL
 FB2659  ___________________________________________________________________
 FB2659* NAD 83(1995)-  35 58 01.39306(N)    083 55 18.14583(W)     ADJUSTED  
 FB2659* NAVD 88     -                                                        
 FB2659  ___________________________________________________________________
 FB2659  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FB2659  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2659
 FB2659  HORZ ORDER  -  THIRD
 FB2659
 FB2659.The horizontal coordinates were established by classical geodetic methods
 FB2659.and adjusted by the National Geodetic Survey in April 1999..
 FB2659
 FB2659
 FB2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2659
 FB2659.The geoid height was determined by GEOID03.
 FB2659
 FB2659;                    North         East     Units Scale Factor Converg.
 FB2659;SPC TN       -   183,250.229   787,441.198   MT  0.99995108   +1 13 00.2
 FB2659;SPC TN       -   601,213.46  2,583,463.33   sFT  0.99995108   +1 13 00.2
 FB2659;UTM  17      - 3,984,241.639   236,528.286   MT  1.00045545   -1 43 01.1
 FB2659;UTM  16      - 3,984,676.400   777,596.325   MT  1.00054964   +1 48 32.8
 FB2659
 FB2659                          SUPERSEDED SURVEY CONTROL
 FB2659
 FB2659  NAD 83(1995)-  35 58 01.40100(N)    083 55 18.14315(W) AD(       ) 4
 FB2659  NAD 83(1986)-  35 58 01.40663(N)    083 55 18.14152(W) AD(       ) 4
 FB2659  NAD 27      -  35 58 01.10800(N)    083 55 18.48400(W) AD(       ) 3
 FB2659
 FB2659.Superseded values are not recommended for survey control.
 FB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2659.See file dsdata.txt to determine how the superseded data were derived.
 FB2659
 FB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3652884242(NAD 83)
 FB2659_MARKER: 90 = CHURCH SPIRE
 FB2659
 FB2659  HISTORY     - Date     Condition        Report By
 FB2659  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2659  HISTORY     - 1963     GOOD             CGS
 FB2659  HISTORY     - 1982     GOOD             LOCSUR
 FB2659  HISTORY     - 20010322 GOOD             USPSQD
 FB2659
 FB2659                          STATION DESCRIPTION
 FB2659
 FB2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2659'THE SPIRE IS ON THE FRONT WALL OF THE IMMACULATE CONCEPTION CHURCH ON
 FB2659'VINE AVE. S.W. BETWEEN WALNUT ST. S.W. AND MARKET ST. IN THE
 FB2659'DOWNTOWN SECTION OF KNOXVILLE. IT IS A TALL SPIRE ATOP THE BELFRY AND
 FB2659'CLOCK TOWER OF THE CHURCH BUILDING.  THE OVER-ALL HEIGHT IS 178
 FB2659'FEET. A CROSS AT THE APEX OF THE SPIRE IS THE POINT OBSERVED UPON.
 FB2659
 FB2659                          STATION RECOVERY (1963)
 FB2659
 FB2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2659'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FB2659
 FB2659                          STATION RECOVERY (1982)
 FB2659
 FB2659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2659'NOT STAMPED--A CROSS AT THE APEX OF A CHURCH SPIRE.
 FB2659'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2659'(CITY BLOCK 06101).
 FB2659
 FB2659                          STATION RECOVERY (2001)
 FB2659
 FB2659'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2660 ***********************************************************************
 FB2660  DESIGNATION -  KNOXVILLE RADIO STA WIVK MAST
 FB2660  PID         -  FB2660
 FB2660  STATE/COUNTY-  TN/KNOX
 FB2660  USGS QUAD   -  KNOXVILLE (1978)
 FB2660
 FB2660                         *CURRENT SURVEY CONTROL
 FB2660  ___________________________________________________________________
 FB2660* NAD 83(1995)-  35 57 41.00183(N)    083 58 54.74452(W)     ADJUSTED  
 FB2660* NAVD 88     -                                                        
 FB2660  ___________________________________________________________________
 FB2660  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FB2660  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2660
 FB2660  HORZ ORDER  -  THIRD
 FB2660
 FB2660.The horizontal coordinates were established by classical geodetic methods
 FB2660.and adjusted by the National Geodetic Survey in April 1999..
 FB2660
 FB2660
 FB2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2660
 FB2660.The geoid height was determined by GEOID03.
 FB2660
 FB2660;                    North         East     Units Scale Factor Converg.
 FB2660;SPC TN       -   182,508.334   782,028.539   MT  0.99995086   +1 10 53.4
 FB2660;SPC TN       -   598,779.43  2,565,705.30   sFT  0.99995086   +1 10 53.4
 FB2660;UTM  17      - 3,983,777.491   231,081.907   MT  1.00049118   -1 45 07.7
 FB2660;UTM  16      - 3,983,878.141   772,188.487   MT  1.00051300   +1 46 24.4
 FB2660
 FB2660                          SUPERSEDED SURVEY CONTROL
 FB2660
 FB2660  NAD 83(1995)-  35 57 41.00920(N)    083 58 54.74231(W) AD(       ) 4
 FB2660  NAD 83(1986)-  35 57 41.01494(N)    083 58 54.74069(W) AD(       ) 4
 FB2660  NAD 27      -  35 57 40.72000(N)    083 58 55.07200(W) AD(       ) 3
 FB2660
 FB2660.Superseded values are not recommended for survey control.
 FB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2660.See file dsdata.txt to determine how the superseded data were derived.
 FB2660
 FB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3108283777(NAD 83)
 FB2660_MARKER: 42 = RADIO/TV MAST
 FB2660
 FB2660  HISTORY     - Date     Condition        Report By
 FB2660  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2660  HISTORY     - 1982     GOOD             LOCSUR
 FB2660  HISTORY     - 20010322 GOOD             USPSQD
 FB2660
 FB2660                          STATION DESCRIPTION
 FB2660
 FB2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2660'THE MAST IS ON A HILL WEST OF KNOXVILLE ABOUT 0.6 MILE WEST OF THIRD
 FB2660'CREEK.
 FB2660'
 FB2660'THE STATION IS A 320 FOOT GUYED MAST WITH THREE SIDES. IT STANDS AT
 FB2660'THE SOUTH SIDE OF A BLOCK BUILDING WHICH HOUSES THE RADIO
 FB2660'TRANSMITTER. THE TOP AND CENTER OF THE MAST IS THE POINT OBSERVED
 FB2660'UPON.
 FB2660'
 FB2660'TO REACH THE STATION FROM PAPER MILL DRIVE AND MIDDLEBROOK PIKE IN
 FB2660'THE WEST EDGE OF KNOXVILLE, GO WEST ON MIDDLEBROOK PIKE FOR 0.7
 FB2660'MILE TO KIM WATT DRIVE. TURN LEFT ON KIM WATT DRIVE FOR 0.55 MILE TO
 FB2660'SUNFLOWER DRIVE, TURN RIGHT ON SUNFLOWER DRIVE FOR 0.1 MILE
 FB2660'TO MILLARD BEETS LANE ON THE RIGHT, FOLLOW MILLARD BEETS LANE EAST
 FB2660'FOR 0.4 MILE TO THE STATION.
 FB2660
 FB2660                          STATION RECOVERY (1982)
 FB2660
 FB2660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2660'A 320 FOOT GUYED STEEL TRUSS MAST AT THE TOP AND CENTER.
 FB2660'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2660'(CITY BLOCK 50310).
 FB2660
 FB2660                          STATION RECOVERY (2001)
 FB2660
 FB2660'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2661 ***********************************************************************
 FB2661  DESIGNATION -  KNOXVILLE RADIO STA WKGN MAST
 FB2661  PID         -  FB2661
 FB2661  STATE/COUNTY-  TN/KNOX
 FB2661  USGS QUAD   -  KNOXVILLE (1978)
 FB2661
 FB2661                         *CURRENT SURVEY CONTROL
 FB2661  ___________________________________________________________________
 FB2661* NAD 83(1995)-  35 57 35.86397(N)    083 56 55.83663(W)     ADJUSTED  
 FB2661* NAVD 88     -                                                        
 FB2661  ___________________________________________________________________
 FB2661  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FB2661  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2661
 FB2661  HORZ ORDER  -  THIRD
 FB2661
 FB2661.The horizontal coordinates were established by classical geodetic methods
 FB2661.and adjusted by the National Geodetic Survey in April 1999..
 FB2661
 FB2661
 FB2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2661
 FB2661.The geoid height was determined by GEOID03.
 FB2661
 FB2661;                    North         East     Units Scale Factor Converg.
 FB2661;SPC TN       -   182,411.956   785,010.623   MT  0.99995081   +1 12 03.0
 FB2661;SPC TN       -   598,463.23  2,575,489.02   sFT  0.99995081   +1 12 03.0
 FB2661;UTM  17      - 3,983,528.491   234,056.728   MT  1.00047157   -1 43 57.5
 FB2661;UTM  16      - 3,983,812.540   775,173.114   MT  1.00053313   +1 47 34.2
 FB2661
 FB2661                          SUPERSEDED SURVEY CONTROL
 FB2661
 FB2661  NAD 83(1995)-  35 57 35.87154(N)    083 56 55.83417(W) AD(       ) 4
 FB2661  NAD 83(1986)-  35 57 35.87729(N)    083 56 55.83252(W) AD(       ) 4
 FB2661  NAD 27      -  35 57 35.58000(N)    083 56 56.17000(W) AD(       ) 3
 FB2661
 FB2661.Superseded values are not recommended for survey control.
 FB2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2661.See file dsdata.txt to determine how the superseded data were derived.
 FB2661
 FB2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3405783528(NAD 83)
 FB2661_MARKER: 42 = RADIO/TV MAST
 FB2661
 FB2661  HISTORY     - Date     Condition        Report By
 FB2661  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2661  HISTORY     - 20010325 GOOD             USPSQD
 FB2661
 FB2661                          STATION DESCRIPTION
 FB2661
 FB2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2661'THE STATION IS LOCATED BETWEEN SUTHERLAND AVENUE NW AND AILOR AVENUE
 FB2661'NW IN THE WEST SECTION OF KNOXVILLE.
 FB2661'
 FB2661'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED
 FB2661'ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND
 FB2661'CENTER OF THE MAST, AND HAS AN OVER-ALL HEIGHT OF 325.0 FEET.
 FB2661'
 FB2661'THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE MAST WAS THE
 FB2661'POINT OBSERVED UPON.
 FB2661'
 FB2661'TO REACH FROM THE EUCLID BAPTIST CHURCH AT 1954 EUCLID AVENUE, GO
 FB2661'NORTHWEST ON 24TH. STREET NW FOR 1 BLOCK TO AILOR AVENUE NW ON
 FB2661'THE LEFT, TURN LEFT, SOUTHWEST, ON AILOR AVENUE NW. FOR 0.2 MILE TO
 FB2661'THE ALLIED STRUCTURAL STEEL ON THE RIGHT AND THE STATION ON THE
 FB2661'LEFT ABOUT 50 YARDS SOUTH OF AILOR AVE. NW.
 FB2661
 FB2661                          STATION RECOVERY (2001)
 FB2661
 FB2661'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2662 ***********************************************************************
 FB2662  DESIGNATION -  KNOXVILLE RADIO STA WKXV MAST
 FB2662  PID         -  FB2662
 FB2662  STATE/COUNTY-  TN/KNOX
 FB2662  USGS QUAD   -  KNOXVILLE (1978)
 FB2662
 FB2662                         *CURRENT SURVEY CONTROL
 FB2662  ___________________________________________________________________
 FB2662* NAD 83(1995)-  35 58 50.75104(N)    083 59 14.89856(W)     ADJUSTED  
 FB2662* NAVD 88     -                                                        
 FB2662  ___________________________________________________________________
 FB2662  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FB2662  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2662
 FB2662  HORZ ORDER  -  THIRD
 FB2662
 FB2662.The horizontal coordinates were established by classical geodetic methods
 FB2662.and adjusted by the National Geodetic Survey in April 1999..
 FB2662
 FB2662
 FB2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2662
 FB2662.The geoid height was determined by GEOID03.
 FB2662
 FB2662;                    North         East     Units Scale Factor Converg.
 FB2662;SPC TN       -   184,647.173   781,479.455   MT  0.99995167   +1 10 41.6
 FB2662;SPC TN       -   605,796.60  2,563,903.85   sFT  0.99995167   +1 10 41.6
 FB2662;UTM  17      - 3,985,942.803   230,642.784   MT  1.00049409   -1 45 22.5
 FB2662;UTM  16      - 3,986,012.383   771,617.000   MT  1.00050916   +1 46 15.5
 FB2662
 FB2662                          SUPERSEDED SURVEY CONTROL
 FB2662
 FB2662  NAD 83(1995)-  35 58 50.75851(N)    083 59 14.89671(W) AD(       ) 4
 FB2662  NAD 83(1986)-  35 58 50.76428(N)    083 59 14.89482(W) AD(       ) 4
 FB2662  NAD 27      -  35 58 50.47100(N)    083 59 15.22400(W) AD(       ) 3
 FB2662
 FB2662.Superseded values are not recommended for survey control.
 FB2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2662.See file dsdata.txt to determine how the superseded data were derived.
 FB2662
 FB2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3064385943(NAD 83)
 FB2662_MARKER: 42 = RADIO/TV MAST
 FB2662
 FB2662  HISTORY     - Date     Condition        Report By
 FB2662  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2662  HISTORY     - 1982     GOOD             LOCSUR
 FB2662  HISTORY     - 20010325 GOOD             USPSQD
 FB2662
 FB2662                          STATION DESCRIPTION
 FB2662
 FB2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2662'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB2662'AND NEAR THE SUMMIT OF A LOW HILL IN THE PLEASANT RIDGE PARK
 FB2662'COMMUNITY.
 FB2662'
 FB2662'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED
 FB2662'ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND
 FB2662'CENTER OF THE MAST, AND HAS AN OVER-ALL HEIGHT OF 270.0 FEET.
 FB2662'
 FB2662'THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE MAST WAS THE
 FB2662'POINT OBSERVED UPON.
 FB2662'
 FB2662'TO REACH THE STATION FROM THE OLIVET BAPTIST CHURCH ON PLEASANT RIDGE
 FB2662'ROAD, TURN WEST OFF PLEASANT RIDGE ROAD AT A SIGN WKXV TRANSMITTER
 FB2662'ONTO A GRAVELED ROAD WHICH PASSES NORTH OF THE CHURCH, AND GO 0.4
 FB2662'MILE TO THE STATION NEAR THE SUMMIT OF THE HILL.
 FB2662
 FB2662                          STATION RECOVERY (1982)
 FB2662
 FB2662'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2662'A 270 FOOT HIGH STEEL RADIO MAST TOP AND CENTER.  RECOVERED IN GOOD
 FB2662'CONDITION.  RECOVERED, HOWEVER THE OLD DESCRIPTION IS NOW
 FB2662'INADEQUATE.  DELETE ALL WORDING IN THE PRESENT DESCRIPTION BEGINNING
 FB2662'WITH THE WORDS TO REACH THE STATION AND INSERT THE
 FB2662'FOLLOWING--TRAVELING N. W. ALONG PLEASANT RIDGE RD. TURN LEFT
 FB2662'(SOUTHERLY) AT SISK RD.  CONTINUE ALONG SISK RD PAST WEST HAVEN
 FB2662'ELEM. SCHOOL TO A CURVE TO THE RIGHT (WESTERLY) AND
 FB2662'PLUMWOOD DR. TRAVEL ALONG PLUMWOOD TO A CURVE TO THE LEFT
 FB2662'(SOUTHERLY) WHICH BECOMES PEACHWOOD RD., THEN TURN RIGHT UP A
 FB2662'HILL AT AN UNNAMED T ROAD TO THE RIGHT IMMEDIATELY PAST THE CURVE
 FB2662'INTERSECTION OF PLUMWOOD AND PEACHWOOD TO THE STATION (TOWER).
 FB2662'(CITY BLOCK 43580).
 FB2662
 FB2662                          STATION RECOVERY (2001)
 FB2662
 FB2662'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3548 ***********************************************************************
 GA3548  DESIGNATION -  KNOXVILLE RADIO STA WNOX MAST
 GA3548  PID         -  GA3548
 GA3548  STATE/COUNTY-  TN/KNOX
 GA3548  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3548
 GA3548                         *CURRENT SURVEY CONTROL
 GA3548  ___________________________________________________________________
 GA3548* NAD 83(1995)-  36 02 34.41944(N)    083 53 55.33581(W)     ADJUSTED  
 GA3548* NAVD 88     -                                                        
 GA3548  ___________________________________________________________________
 GA3548  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GA3548  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3548
 GA3548  HORZ ORDER  -  THIRD
 GA3548
 GA3548.The horizontal coordinates were established by classical geodetic methods
 GA3548.and adjusted by the National Geodetic Survey in April 1999..
 GA3548
 GA3548
 GA3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3548
 GA3548.The geoid height was determined by GEOID03.
 GA3548
 GA3548;                    North         East     Units Scale Factor Converg.
 GA3548;SPC TN       -   191,707.404   789,334.843   MT  0.99995502   +1 13 48.7
 GA3548;SPC TN       -   628,960.04  2,589,676.06   sFT  0.99995502   +1 13 48.7
 GA3548;UTM  17      - 3,992,594.884   238,853.660   MT  1.00044040   -1 42 23.5
 GA3548
 GA3548                          SUPERSEDED SURVEY CONTROL
 GA3548
 GA3548  NAD 83(1995)-  36 02 34.42720(N)    083 53 55.33396(W) AD(       ) 4
 GA3548  NAD 83(1995)-  36 02 34.42716(N)    083 53 55.33395(W) AD(       ) 4
 GA3548  NAD 83(1995)-  36 02 34.42880(N)    083 53 55.33397(W) AD(       ) 4
 GA3548  NAD 83(1986)-  36 02 34.43396(N)    083 53 55.33221(W) AD(       ) 4
 GA3548  NAD 27      -  36 02 34.13500(N)    083 53 55.67000(W) AD(       ) 3
 GA3548
 GA3548.Superseded values are not recommended for survey control.
 GA3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3548.See file dsdata.txt to determine how the superseded data were derived.
 GA3548
 GA3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3885492595(NAD 83)
 GA3548_MARKER: 42 = RADIO/TV MAST
 GA3548
 GA3548  HISTORY     - Date     Condition        Report By
 GA3548  HISTORY     - 1960     FIRST OBSERVED   CGS
 GA3548  HISTORY     - 1982     GOOD             LOCENG
 GA3548  HISTORY     - 20010325 GOOD             USPSQD
 GA3548
 GA3548                          STATION DESCRIPTION
 GA3548
 GA3548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3548'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF DOWNTOWN
 GA3548'KNOXVILLE AND 2 MILES WEST
 GA3548'OF THE VILLAGE OF SMITHWOOD.
 GA3548'
 GA3548'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY SIX GUY CABLES, IS PAINTED
 GA3548'ALTERNATELY RED
 GA3548'AND WHITE, HAS A RED FLASHING LIGHT ON THE EAST SIDE
 GA3548'AT THE TOP OF THE MAST, AND HAS AN
 GA3548'OVER-ALL HEIGHT OF 480.0 FEET.
 GA3548'THERE ARE THREE, SMALL, THREE-LEGGED, SELF SUPPORTING
 GA3548'TOWERS NEARBY.
 GA3548'
 GA3548'THE TOP AND CENTER OF THE MAST PROPER WAS THE POINT OBSERVED UPON.
 GA3548'
 GA3548'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GA3548'TAZEWELL PIKE AND
 GA3548'JACKSBORO PIKE IN SMITHWOOD, GO EASTERLY ON TAZEWELL PIKE
 GA3548'FOR 1.9 MILES TO ANDERSON
 GA3548'ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON
 GA3548'ANDERSON ROAD FOR 0.5 MILE AND THE MAST ON
 GA3548'THE RIGHT JUST NORTH OF A
 GA3548'TRANSMITTER BUILDING.
 GA3548
 GA3548                          STATION RECOVERY (1982)
 GA3548
 GA3548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3548'NO STAMPING.  RECOVERED IN GOOD CONDITION - RECOVERED AS DESCRIBED.
 GA3548'(CITY BLK 34960)
 GA3548
 GA3548                          STATION RECOVERY (2001)
 GA3548
 GA3548'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2663 ***********************************************************************
 FB2663  DESIGNATION -  KNOXVILLE SECOND METH CHURCH
 FB2663  PID         -  FB2663
 FB2663  STATE/COUNTY-  TN/KNOX
 FB2663  USGS QUAD   -  KNOXVILLE (1978)
 FB2663
 FB2663                         *CURRENT SURVEY CONTROL
 FB2663  ___________________________________________________________________
 FB2663* NAD 83(1995)-  35 57 56.18507(N)    083 56 05.39592(W)     ADJUSTED  
 FB2663* NAVD 88     -                                                        
 FB2663  ___________________________________________________________________
 FB2663  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FB2663  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2663
 FB2663  HORZ ORDER  -  THIRD
 FB2663
 FB2663.The horizontal coordinates were established by classical geodetic methods
 FB2663.and adjusted by the National Geodetic Survey in April 1999..
 FB2663
 FB2663
 FB2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2663
 FB2663.The geoid height was determined by GEOID03.
 FB2663
 FB2663;                    North         East     Units Scale Factor Converg.
 FB2663;SPC TN       -   183,064.695   786,261.015   MT  0.99995103   +1 12 32.5
 FB2663;SPC TN       -   600,604.75  2,579,591.35   sFT  0.99995103   +1 12 32.5
 FB2663;UTM  17      - 3,984,116.686   235,339.550   MT  1.00046318   -1 43 28.7
 FB2663;UTM  16      - 3,984,478.557   776,417.423   MT  1.00054159   +1 48 04.7
 FB2663
 FB2663                          SUPERSEDED SURVEY CONTROL
 FB2663
 FB2663  NAD 83(1995)-  35 57 56.19283(N)    083 56 05.39338(W) AD(       ) 4
 FB2663  NAD 83(1986)-  35 57 56.19853(N)    083 56 05.39171(W) AD(       ) 4
 FB2663  NAD 27      -  35 57 55.90100(N)    083 56 05.73200(W) AD(       ) 3
 FB2663
 FB2663.Superseded values are not recommended for survey control.
 FB2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2663.See file dsdata.txt to determine how the superseded data were derived.
 FB2663
 FB2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3534084117(NAD 83)
 FB2663_MARKER: 90 = CHURCH SPIRE
 FB2663
 FB2663  HISTORY     - Date     Condition        Report By
 FB2663  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2663  HISTORY     - 1963     GOOD             CGS
 FB2663  HISTORY     - 1982     GOOD             LOCSUR
 FB2663  HISTORY     - 20010322 GOOD             USPSQD
 FB2663
 FB2663                          STATION DESCRIPTION
 FB2663
 FB2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2663'THE SECOND METHODIST CHURCH IS ON WESTERN AVE. ABOUT 100 FEET EAST OF
 FB2663'COWAN ST. N.W. IN THE DOWNTOWN SECTION OF KNOXVILLE.
 FB2663'
 FB2663'THE STATION IS A TALL OCTAGON, ALUMINUM COLORED SPIRE ATOP A WHITE
 FB2663'BELFRY BETWEEN TWO LARGE BRICK BUILDINGS. THE POINT OF THE SPIRE IS
 FB2663'140 FEET ABOVE THE GROUND AND IS THE POINT OBSERVED UPON.
 FB2663
 FB2663                          STATION RECOVERY (1963)
 FB2663
 FB2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2663'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FB2663
 FB2663                          STATION RECOVERY (1982)
 FB2663
 FB2663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2663'NOT STAMPED.  RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB2663'DESCRIBED.
 FB2663'(CITY BLOCK NO. 09301).
 FB2663
 FB2663                          STATION RECOVERY (2001)
 FB2663
 FB2663'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3549 ***********************************************************************
 GA3549  DESIGNATION -  KNOXVILLE SHARP RIDGE LOT
 GA3549  PID         -  GA3549
 GA3549  STATE/COUNTY-  TN/KNOX
 GA3549  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3549
 GA3549                         *CURRENT SURVEY CONTROL
 GA3549  ___________________________________________________________________
 GA3549* NAD 83(1995)-  36 00 05.59536(N)    083 56 41.32837(W)     ADJUSTED  
 GA3549* NAVD 88     -                                                        
 GA3549  ___________________________________________________________________
 GA3549  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GA3549  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3549
 GA3549  HORZ ORDER  -  THIRD
 GA3549
 GA3549.The horizontal coordinates were established by classical geodetic methods
 GA3549.and adjusted by the National Geodetic Survey in April 1999..
 GA3549
 GA3549
 GA3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3549
 GA3549.The geoid height was determined by GEOID03.
 GA3549
 GA3549;                    North         East     Units Scale Factor Converg.
 GA3549;SPC TN       -   187,033.339   785,277.173   MT  0.99995266   +1 12 11.5
 GA3549;SPC TN       -   613,625.21  2,576,363.53   sFT  0.99995266   +1 12 11.5
 GA3549;UTM  17      - 3,988,132.554   234,559.764   MT  1.00046827   -1 43 55.2
 GA3549;UTM  16      - 3,988,439.126   775,391.956   MT  1.00053461   +1 47 49.2
 GA3549
 GA3549                          SUPERSEDED SURVEY CONTROL
 GA3549
 GA3549  NAD 83(1995)-  36 00 05.60326(N)    083 56 41.32637(W) AD(       ) 4
 GA3549  NAD 83(1995)-  36 00 05.60326(N)    083 56 41.32636(W) AD(       ) 4
 GA3549  NAD 83(1995)-  36 00 05.60357(N)    083 56 41.32639(W) AD(       ) 4
 GA3549  NAD 83(1986)-  36 00 05.60912(N)    083 56 41.32456(W) AD(       ) 4
 GA3549  NAD 27      -  36 00 05.31200(N)    083 56 41.65900(W) AD(       ) 3
 GA3549
 GA3549.Superseded values are not recommended for survey control.
 GA3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3549.See file dsdata.txt to determine how the superseded data were derived.
 GA3549
 GA3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3456088133(NAD 83)
 GA3549_MARKER: 57 = LOOKOUT TOWER
 GA3549
 GA3549  HISTORY     - Date     Condition        Report By
 GA3549  HISTORY     - 1960     FIRST OBSERVED   CGS
 GA3549  HISTORY     - 1982     GOOD             LOCENG
 GA3549  HISTORY     - 20010325 GOOD             USPSQD
 GA3549
 GA3549                          STATION DESCRIPTION
 GA3549
 GA3549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3549'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER ON
 GA3549'SHARP RIDGE AT THE NORTH
 GA3549'EDGE OF KNOXVILLE.
 GA3549'
 GA3549'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB,
 GA3549'HAS A POINTED ROOF AND
 GA3549'AN OVER-ALL HEIGHT OF 68.0 FEET.
 GA3549'
 GA3549'THE TOP AND CENTER OF THE POINTED ROOF WAS THE POINT OBSERVED UPON.
 GA3549'
 GA3549'TO REACH THE STATION FROM THE LINCOLN PARK SCHOOL IN THE NORTH
 GA3549'SECTION OF KNOXVILLE,
 GA3549'GO NORTH ON HANOVER ST.  FOR 0.1 MILE TO WATAUGA AVE.  NE,
 GA3549'TURN RIGHT, EAST, ON WATAUGA
 GA3549'AVE.  NE.  FOR 0.15 MILE TO FREEMASON
 GA3549'ST.  NE.  TURN LEFT, NORTH AND NORTHEAST, ON
 GA3549'FREEMASON ST.  NE.  FOR
 GA3549'0.45 MILE TO PEMBROKE AVE.  NE.  ON THE RIGHT AND AN OILED ROAD
 GA3549'ON LEFT BETWEEN
 GA3549'TWO STONE PILLARS, TURN LEFT, NORTHERLY, AND GO UP HILL
 GA3549'NORTHERLY AND NORTHWESTERLY FOR
 GA3549'1.05 MILES TO THE LOOKOUT TOWER ON
 GA3549'THE RIGHT.  IT IS ABOUT 75 FEET NORTH OF THE ROAD
 GA3549'AND 45 FEET SOUTH
 GA3549'OF THE SOUTH CORNER OF THE FOREST RANGERS HOUSE.
 GA3549
 GA3549                          STATION RECOVERY (1982)
 GA3549
 GA3549'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3549'NO STAMPING (THE POINT OBSERVED UPON IS THE ROOF TIP OF A TENN.
 GA3549'STATE FOREST SERVICE LOOKOUT TOWER.) RECOVERED IN GOOD CONDITION -
 GA3549'RECOVERED AS DESCRIBED AND NOTED HEREWITH--IN THE DESCRIPTION AFTER
 GA3549'THE WORDS AND AN OILED ROAD THE FOLLOWING SHOULD BE
 GA3549'INCLUDED--BEING SHARPS RIDGE MEMORIAL PARK DRIVE.  (CITY BLK
 GA3549'18040)
 GA3549
 GA3549                          STATION RECOVERY (2001)
 GA3549
 GA3549'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2664 ***********************************************************************
 FB2664  DESIGNATION -  KNOXVILLE ST MARYS HOSP STACK
 FB2664  PID         -  FB2664
 FB2664  STATE/COUNTY-  TN/KNOX
 FB2664  USGS QUAD   -  KNOXVILLE (1978)
 FB2664
 FB2664                         *CURRENT SURVEY CONTROL
 FB2664  ___________________________________________________________________
 FB2664* NAD 83(1995)-  35 59 34.58781(N)    083 55 40.52077(W)     ADJUSTED  
 FB2664* NAVD 88     -                                                        
 FB2664  ___________________________________________________________________
 FB2664  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FB2664  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2664
 FB2664  HORZ ORDER  -  THIRD
 FB2664
 FB2664.The horizontal coordinates were established by classical geodetic methods
 FB2664.and adjusted by the National Geodetic Survey in April 1999..
 FB2664
 FB2664
 FB2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2664
 FB2664.The geoid height was determined by GEOID03.
 FB2664
 FB2664;                    North         East     Units Scale Factor Converg.
 FB2664;SPC TN       -   186,109.994   786,819.920   MT  0.99995223   +1 12 47.1
 FB2664;SPC TN       -   610,595.87  2,581,425.02   sFT  0.99995223   +1 12 47.1
 FB2664;UTM  17      - 3,987,130.917   236,053.972   MT  1.00045852   -1 43 18.1
 FB2664;UTM  16      - 3,987,531.283   776,945.098   MT  1.00054518   +1 48 23.6
 FB2664
 FB2664                          SUPERSEDED SURVEY CONTROL
 FB2664
 FB2664  NAD 83(1995)-  35 59 34.59594(N)    083 55 40.51852(W) AD(       ) 4
 FB2664  NAD 83(1986)-  35 59 34.60152(N)    083 55 40.51672(W) AD(       ) 4
 FB2664  NAD 27      -  35 59 34.30400(N)    083 55 40.85400(W) AD(       ) 3
 FB2664
 FB2664.Superseded values are not recommended for survey control.
 FB2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2664.See file dsdata.txt to determine how the superseded data were derived.
 FB2664
 FB2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3605487131(NAD 83)
 FB2664_MARKER: 63 = STACK
 FB2664
 FB2664  HISTORY     - Date     Condition        Report By
 FB2664  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2664  HISTORY     - 1982     GOOD             LOCSUR
 FB2664  HISTORY     - 20010325 GOOD             USPSQD
 FB2664
 FB2664                          STATION DESCRIPTION
 FB2664
 FB2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2664'THE STACK IS ABOUT 2 MILES NORTH OF THE DOWNTOWN SECTION OF
 FB2664'KNOXVILLE. THE HOSPITAL IS AT THE NORTHEAST END OF OAK HILL AVE.
 FB2664'N.E. ON HURON ST. N.E. THE STACK IS ON THE NORTH SIDE OF THE HOSPITAL
 FB2664'BUILDING, AT THE SOUTHWEST END OF THE POWERHOUSE AND 235 FEET
 FB2664'NORTHEAST OF HURON ST. IT IS A BRICK STRUCTURE, ABOUT 14 FEET ACROSS
 FB2664'AT THE BASE AND 175 FEET HIGH. THE TOP AND CENTER WAS THE POINT
 FB2664'OBSERVED UPON.
 FB2664
 FB2664                          STATION RECOVERY (1982)
 FB2664
 FB2664'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2664'A 175 FT. HIGH SMOKE STACK NOT STAMPED.
 FB2664'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2664'(CITY BLOCK NO. 17544).
 FB2664
 FB2664                          STATION RECOVERY (2001)
 FB2664
 FB2664'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3550 ***********************************************************************
 GA3550  DESIGNATION -  KNOXVILLE TV STATION WBIR MAST
 GA3550  PID         -  GA3550
 GA3550  STATE/COUNTY-  TN/KNOX
 GA3550  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3550
 GA3550                         *CURRENT SURVEY CONTROL
 GA3550  ___________________________________________________________________
 GA3550* NAD 83(1995)-  36 00 20.92287(N)    083 56 20.89016(W)     ADJUSTED  
 GA3550* NAVD 88     -                                                        
 GA3550  ___________________________________________________________________
 GA3550  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GA3550  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3550
 GA3550  HORZ ORDER  -  THIRD
 GA3550
 GA3550.The horizontal coordinates were established by classical geodetic methods
 GA3550.and adjusted by the National Geodetic Survey in April 1999..
 GA3550
 GA3550
 GA3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3550
 GA3550.The geoid height was determined by GEOID03.
 GA3550
 GA3550;                    North         East     Units Scale Factor Converg.
 GA3550;SPC TN       -   187,516.399   785,778.963   MT  0.99995288   +1 12 23.4
 GA3550;SPC TN       -   615,210.05  2,578,009.81   sFT  0.99995288   +1 12 23.4
 GA3550;UTM  17      - 3,988,589.520   235,085.902   MT  1.00046483   -1 43 43.8
 GA3550;UTM  16      - 3,988,927.646   775,889.002   MT  1.00053798   +1 48 01.9
 GA3550
 GA3550                          SUPERSEDED SURVEY CONTROL
 GA3550
 GA3550  NAD 83(1995)-  36 00 20.93061(N)    083 56 20.88853(W) AD(       ) 4
 GA3550  NAD 83(1995)-  36 00 20.93061(N)    083 56 20.88852(W) AD(       ) 4
 GA3550  NAD 83(1995)-  36 00 20.93110(N)    083 56 20.88822(W) AD(       ) 4
 GA3550  NAD 83(1986)-  36 00 20.93665(N)    083 56 20.88638(W) AD(       ) 4
 GA3550  NAD 27      -  36 00 20.64000(N)    083 56 21.22100(W) AD(       ) 3
 GA3550
 GA3550.Superseded values are not recommended for survey control.
 GA3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3550.See file dsdata.txt to determine how the superseded data were derived.
 GA3550
 GA3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3508688590(NAD 83)
 GA3550_MARKER: 43 = RADIO/TV TOWER
 GA3550
 GA3550  HISTORY     - Date     Condition        Report By
 GA3550  HISTORY     - 1960     FIRST OBSERVED   CGS
 GA3550  HISTORY     - 1982     GOOD             LOCENG
 GA3550  HISTORY     - 20010325 GOOD             USPSQD
 GA3550
 GA3550                          STATION DESCRIPTION
 GA3550
 GA3550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3550'THE TOWER IS ON SHARP RIDGE IN THE NORTH SECTION OF KNOXVILLE, AND IS
 GA3550'OWNED BY THE WBIR
 GA3550'TELEVISION BROADCASTING CO.
 GA3550'
 GA3550'IT IS A FOUR-LEGGED, SELF SUPPORTING, STEEL TOWER WITH A TELEVISION
 GA3550'TRANSMITTING
 GA3550'ANTENNA AT THE TOP, IS PAINTED ALTERNATELY RED AND
 GA3550'WHITE, HAS RED FLASHING LIGHTS
 GA3550'THROUGHOUT ITS HEIGHT AND IS 704.0
 GA3550'FEET IN OVER-ALL HEIGHT.
 GA3550'
 GA3550'THE ANTENNA AT THE TOP AND CENTER OF THE TOWER WAS THE POINT OBSERVED
 GA3550'UPON.
 GA3550'
 GA3550'TO REACH THE STATION FROM THE LINCOLN PARK SCHOOL IN THE NORTH
 GA3550'SECTION OF KNOXVILLE,
 GA3550'GO NORTH ON HANOVER ST.  FOR 0.1 MILE TO WATAUGA AVE.
 GA3550'NE., TURN RIGHT, EAST, ON
 GA3550'WATAUGA AVE.  NE.  FOR 0.15 MILE TO
 GA3550'FREEMASON ST.  NE.  TURN LEFT, NORTH AND
 GA3550'NORTHEAST, ON FREEMASON ST.
 GA3550'NE.  FOR 0.45 MILE TO PEMBROKE AVE.  NE.  ON THE RIGHT AND
 GA3550'AN OILED ROAD ON
 GA3550'THE LEFT BETWEEN TWO STONE PILLARS, TURN LEFT, NORTHERLY, AND
 GA3550'GO UP THE HILL FOR 0.6
 GA3550'MILE TO THE CONTROL BUILDING ON THE RIGHT AND
 GA3550'THE STATION ABOUT 75 YARDS EAST OF THE
 GA3550'BUILDING.
 GA3550
 GA3550                          STATION RECOVERY (1982)
 GA3550
 GA3550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3550'NO STAMPING.  RECOVERED IN GOOD CONDITION - RECOVERED AS DESCRIBED
 GA3550'AND NOTED WITH THESE REVISIONS--IN THE DESCRIPTION AFTER THE
 GA3550'WORDS--AND AN OILED ROAD THE FOLLOWING SHOULD BE INCLUDED--BEING
 GA3550'SHARPS RIDGE MEMORIAL PARK DRIVE, ALSO THE TOWER IS A 3-LEGGED
 GA3550'STRUCTURE NOT 4 AND IT IS APPROXIMATELY 25 YDS. E. OF A NEW BLDG.
 GA3550'(CITY BLK 18040)
 GA3550
 GA3550                          STATION RECOVERY (2001)
 GA3550
 GA3550'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2043 ***********************************************************************
 GA2043  DESIGNATION -  KOONTZ
 GA2043  PID         -  GA2043
 GA2043  STATE/COUNTY-  TN/JEFFERSON
 GA2043  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2043
 GA2043                         *CURRENT SURVEY CONTROL
 GA2043  ___________________________________________________________________
 GA2043* NAD 83(1995)-  36 04 08.02742(N)    083 23 15.11595(W)     ADJUSTED  
 GA2043* NAVD 88     -       389.782  (meters)    1278.81   (feet)  ADJUSTED  
 GA2043  ___________________________________________________________________
 GA2043  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GA2043  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2043  DYNAMIC HT  -         389.418 (meters)    1277.62  (feet)  COMP
 GA2043  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2043
 GA2043  HORZ ORDER  -  SECOND
 GA2043  VERT ORDER  -  SECOND    CLASS 0
 GA2043
 GA2043.The horizontal coordinates were established by classical geodetic methods
 GA2043.and adjusted by the National Geodetic Survey in April 1999..
 GA2043
 GA2043.The orthometric height was determined by differential leveling
 GA2043.and adjusted by the National Geodetic Survey in June 1991..
 GA2043
 GA2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2043
 GA2043.The geoid height was determined by GEOID03.
 GA2043
 GA2043.The dynamic height is computed by dividing the NAVD 88
 GA2043.geopotential number by the normal gravity value computed on the
 GA2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2043.degrees latitude (g = 980.6199 gals.).
 GA2043
 GA2043.The modeled gravity was interpolated from observed gravity values.
 GA2043
 GA2043;                    North         East     Units Scale Factor Converg.
 GA2043;SPC TN       -   195,700.628   835,306.556   MT  0.99995677   +1 31 46.0
 GA2043;SPC TN       -   642,061.14  2,740,501.59   sFT  0.99995677   +1 31 46.0
 GA2043;UTM  17      - 3,994,228.567   284,985.469   MT  1.00016968   -1 24 22.4
 GA2043
 GA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2043!SPC TN       -   0.99994368  x   0.99995677  =   0.99990046
 GA2043!UTM  17      -   0.99994368  x   1.00016968  =   1.00011335
 GA2043
 GA2043|---------------------------------------------------------------------|
 GA2043| PID    Reference Object                     Distance      Geod. Az  |
 GA2043|                                                           dddmmss.s |
 GA2043| GA2044 KOONTZ RM 1                          20.040 METERS 05035     |
 GA2043| GA2041 T 237                                              2322436.6 |
 GA2043| GA2042 KOONTZ RM 2                          20.046 METERS 23346     |
 GA2043|---------------------------------------------------------------------|
 GA2043
 GA2043                          SUPERSEDED SURVEY CONTROL
 GA2043
 GA2043  NAD 83(1995)-  36 04 08.03285(N)    083 23 15.11947(W) AD(       ) 2
 GA2043  NAD 83(1995)-  36 04 08.03486(N)    083 23 15.12124(W) AD(       ) 2
 GA2043  NAD 83(1995)-  36 04 08.03344(N)    083 23 15.11984(W) AD(       ) 2
 GA2043  NAD 83(1986)-  36 04 08.03748(N)    083 23 15.11918(W) AD(       ) 2
 GA2043  NAD 27      -  36 04 07.70800(N)    083 23 15.51490(W) AD(       ) 2
 GA2043  NGVD 29 (??/??/92)  389.936  (m)         1279.32   (f) ADJ UNCH    2 0
 GA2043
 GA2043.Superseded values are not recommended for survey control.
 GA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2043.See file dsdata.txt to determine how the superseded data were derived.
 GA2043
 GA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8498594229(NAD 83)
 GA2043_MARKER: DE = TRAVERSE STATION DISK
 GA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2043_STAMPING: KOONTZ 1961
 GA2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2043+STABILITY: SURFACE MOTION
 GA2043
 GA2043  HISTORY     - Date     Condition        Report By
 GA2043  HISTORY     - 1961     MONUMENTED       CGS
 GA2043  HISTORY     - 1961     GOOD             CGS
 GA2043  HISTORY     - 1980     GOOD             NGS
 GA2043  HISTORY     - 1980     GOOD             NGS
 GA2043
 GA2043                          STATION DESCRIPTION
 GA2043
 GA2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2043'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF DANDRIDGE, AT THE
 GA2043'INTERSECTION OF
 GA2043'INTERSTATE HIGHWAYS 40 AND 81 ON THE NORTH SIDE.
 GA2043'
 GA2043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GA2043'HIGHWAY 66 IN DANDRIDGE, GO
 GA2043'NORTHEAST ON STATE HIGHWAY 66 FOR 3.55 MILES TO THE
 GA2043'AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2043'STRAIGHT FOR 0.35 MILE TO THE
 GA2043'STATION ON THE RIGHT.
 GA2043'
 GA2043'THE STATION IS 133 FEET EAST OF THE NORTHEAST CORNER OF A WHITE
 GA2043'HOUSE, 130 FEET SOUTHEAST OF
 GA2043'STATE HIGHWAY 66 AND 2.0 FEET NORTHWEST OF A WITNESS
 GA2043'POST.  IT IS A STANDARD
 GA2043'TRAVERSE DISK, FLUSH, AND IS STAMPED KOONTZ
 GA2043'1961.
 GA2043'
 GA2043'REFERENCE MARK NO. 1 IS 130 FEET SOUTHEAST OF STATE HIGHWAY 66.  IT
 GA2043'IS A STANDARD DISK,
 GA2043'FLUSH, AND IS STAMPED KOONTZ NO 1 1961.
 GA2043'
 GA2043'REFERENCE MARK NO. 2 IS 68 FEET EAST OF THE NORTHEAST CORNER OF A
 GA2043'WHITE HOUSE AND 1.5 FEET
 GA2043'NORTH OF A WITNESS POST.  IT IS A STANDARD DISK, FLUSH,
 GA2043'AND IS STAMPED KOONTZ NO 2
 GA2043'1961.
 GA2043'
 GA2043'THE AZIMUTH MARK IS 142 FEET NORTHWEST OF THE CENTER OF INTERSTATE
 GA2043'HIGHWAY 40, FEET SOUTHEAST
 GA2043'OF THE CENTER OF STATE HIGHWAY 66 AND 2.0 FEET
 GA2043'NORTHEAST OF A WITNESS POST.  IT
 GA2043'IS A STANDARD U.S.C. AND G.S.  BENCH
 GA2043'MARK, PROJECTING 6-INCHES, AND IS STAMPED T 237.
 GA2043
 GA2043                          STATION RECOVERY (1961)
 GA2043
 GA2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2043'5.7 MI NE FROM DANDRIDGE.
 GA2043'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2043'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2043'3.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2043'INTERSTATE 40 AND INTERSTATE 81.  THE STATION MARK IS 133 FT. EAST
 GA2043'OF THE NORTHEAST CORNER OF A HOUSE, 130 FT. SOUTHEAST OF THE
 GA2043'CENTER OF STATE HIGHWAY 66 AND 2.0 FT. NORTHWEST OF A WITNESS
 GA2043'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GA2043'THE GROUND AND IS ABOUT 10 FT. ABOVE THE LEVEL OF INTERSTATE 81.
 GA2043
 GA2043                          STATION RECOVERY (1980)
 GA2043
 GA2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2043'THE MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GA2043'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA2043'
 GA2043'THE STATION MARK IS 97 FEET EAST OF A FENCE CORNER, 48 FEET
 GA2043'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 4 FEET SOUTH OF THE
 GA2043'NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 81 AND 40, 6
 GA2043'FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY POST, 22 FEET SOUTH OF THE
 GA2043'SOUTHEAST CORNER OF THE HOUSE AND 2 FEET SOUTH OF A METAL WITNESS
 GA2043'POST.
 GA2043'
 GA2043'REFERENCE MARK 1 IS 93 SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GA2043'HOUSE, 162 FEET EAST OF A FENCE CORNER, 20 FEET EAST OF A FENCE
 GA2043'CORNER, 4 FEET SOUTH OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS
 GA2043'POST.
 GA2043'
 GA2043'REFERENCE MARK 2 IS 31 FEET EAST OF FENCE CORNER, 3 FEET NORTH
 GA2043'OF THE FENCE, 126 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 66
 GA2043'AND 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 GA2043
 GA2043                          STATION RECOVERY (1980)
 GA2043
 GA2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2043'THE MARK IS 97 FEET EAST OF A FENCE CORNER,48 FEET SOUTHEAST OF THE
 GA2043'SOUTHWEST CORNER OF A HOUSE,4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 GA2043'FENCE LINE OF INTERSTATE HIGHWAY 81 AND 40, 6 FEET SOUTHWEST OF A
 GA2043'CONCRETE RIGHT-OF-WAY POST AND 22 FEET SOUTH OF THE SOUTHEAST CORNER
 GA2043'OF A HOUSE. 2 METAL PINS WERE DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2044 ***********************************************************************
 GA2044  DESIGNATION -  KOONTZ RM 1
 GA2044  PID         -  GA2044
 GA2044  STATE/COUNTY-  TN/JEFFERSON
 GA2044  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2044
 GA2044                         *CURRENT SURVEY CONTROL
 GA2044  ___________________________________________________________________
 GA2044* NAD 83(1986)-  36 04 07.     (N)    083 23 15.     (W)     SCALED    
 GA2044* NAVD 88     -       389.125  (meters)    1276.65   (feet)  ADJUSTED  
 GA2044  ___________________________________________________________________
 GA2044  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2044  DYNAMIC HT  -         388.762 (meters)    1275.46  (feet)  COMP
 GA2044  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2044
 GA2044  VERT ORDER  -  SECOND    CLASS 0
 GA2044
 GA2044.The horizontal coordinates were scaled from a topographic map and have
 GA2044.an estimated accuracy of +/- 6 seconds.
 GA2044
 GA2044.The orthometric height was determined by differential leveling
 GA2044.and adjusted by the National Geodetic Survey in June 1991..
 GA2044
 GA2044.The geoid height was determined by GEOID03.
 GA2044
 GA2044.The dynamic height is computed by dividing the NAVD 88
 GA2044.geopotential number by the normal gravity value computed on the
 GA2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2044.degrees latitude (g = 980.6199 gals.).
 GA2044
 GA2044.The modeled gravity was interpolated from observed gravity values.
 GA2044
 GA2044;                    North         East    Units  Estimated Accuracy
 GA2044;SPC TN       -   195,670.      835,310.      MT  (+/- 180 meters Scaled)
 GA2044
 GA2044                          SUPERSEDED SURVEY CONTROL
 GA2044
 GA2044  NGVD 29 (??/??/92)  389.279  (m)         1277.16   (f) ADJ UNCH    2 0
 GA2044
 GA2044.Superseded values are not recommended for survey control.
 GA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2044.See file dsdata.txt to determine how the superseded data were derived.
 GA2044
 GA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849941(NAD 83)
 GA2044_MARKER: DR = REFERENCE MARK DISK
 GA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2044_STAMPING: KOONTZ NO 1 1961
 GA2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2044+STABILITY: SURFACE MOTION
 GA2044
 GA2044  HISTORY     - Date     Condition        Report By
 GA2044  HISTORY     - 1961     MONUMENTED       CGS
 GA2044  HISTORY     - 1980     GOOD             NGS
 GA2044
 GA2044                          STATION DESCRIPTION
 GA2044
 GA2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2044'5.7 MI NE FROM DANDRIDGE.
 GA2044'THIS MARK IS LOCATED AT THE KOONTZ 1961 STATION SITE, 65.8 FT.
 GA2044'NORTHEAST OF THE STATION MARK AND 130 FT. SOUTHEAST OF THE CENTER
 GA2044'OF STATE HIGHWAY 66.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2044'FLUSH WITH THE GROUND AND IS ABOUT 10 FT. ABOVE THE LEVEL OF
 GA2044'INTERSTATE 81.  NOTE-- SEE DESCRIPTION FOR KOONTZ.
 GA2044
 GA2044                          STATION RECOVERY (1980)
 GA2044
 GA2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2044'IT IS 93 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE,162 FEET
 GA2044'EAST OF A FENCE CORNER,20 FEET EAST OF A FENCE CORNER AND 4 FEET
 GA2044'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 40
 GA2044'AND 81.2 METAL PINS WERE DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2042 ***********************************************************************
 GA2042  DESIGNATION -  KOONTZ RM 2
 GA2042  PID         -  GA2042
 GA2042  STATE/COUNTY-  TN/JEFFERSON
 GA2042  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2042
 GA2042                         *CURRENT SURVEY CONTROL
 GA2042  ___________________________________________________________________
 GA2042* NAD 83(1986)-  36 04 07.     (N)    083 23 15.     (W)     SCALED    
 GA2042* NAVD 88     -       390.003  (meters)    1279.53   (feet)  ADJUSTED  
 GA2042  ___________________________________________________________________
 GA2042  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2042  DYNAMIC HT  -         389.639 (meters)    1278.34  (feet)  COMP
 GA2042  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2042
 GA2042  VERT ORDER  -  SECOND    CLASS 0
 GA2042
 GA2042.The horizontal coordinates were scaled from a topographic map and have
 GA2042.an estimated accuracy of +/- 6 seconds.
 GA2042
 GA2042.The orthometric height was determined by differential leveling
 GA2042.and adjusted by the National Geodetic Survey in June 1991..
 GA2042
 GA2042.The geoid height was determined by GEOID03.
 GA2042
 GA2042.The dynamic height is computed by dividing the NAVD 88
 GA2042.geopotential number by the normal gravity value computed on the
 GA2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2042.degrees latitude (g = 980.6199 gals.).
 GA2042
 GA2042.The modeled gravity was interpolated from observed gravity values.
 GA2042
 GA2042;                    North         East    Units  Estimated Accuracy
 GA2042;SPC TN       -   195,670.      835,310.      MT  (+/- 180 meters Scaled)
 GA2042
 GA2042                          SUPERSEDED SURVEY CONTROL
 GA2042
 GA2042  NGVD 29 (??/??/92)  390.157  (m)         1280.04   (f) ADJ UNCH    2 0
 GA2042
 GA2042.Superseded values are not recommended for survey control.
 GA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2042.See file dsdata.txt to determine how the superseded data were derived.
 GA2042
 GA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849941(NAD 83)
 GA2042_MARKER: DR = REFERENCE MARK DISK
 GA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2042_STAMPING: KOONTZ NO 2 1961
 GA2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2042+STABILITY: SURFACE MOTION
 GA2042
 GA2042  HISTORY     - Date     Condition        Report By
 GA2042  HISTORY     - 1961     MONUMENTED       CGS
 GA2042  HISTORY     - 1980     GOOD             NGS
 GA2042
 GA2042                          STATION DESCRIPTION
 GA2042
 GA2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2042'5.7 MI NE FROM DANDRIDGE.
 GA2042'THIS MARK IS LOCATED AT THE KOONTZ 1961 STATION SITE, 65.8 FT.
 GA2042'SOUTHWEST OF THE STATION MARK, 68 FT. EAST OF THE NORTHEAST
 GA2042'CORNER OF A HOUSE AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE DISK
 GA2042'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT
 GA2042'10 FT. ABOVE THE LEVEL OF INTERSTATE 81.  NOTE-- SEE DESCRIPTION
 GA2042'FOR KOONTZ.
 GA2042
 GA2042                          STATION RECOVERY (1980)
 GA2042
 GA2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2042'IT IS 31 FEET EAST OF A FENCE CORNER, 126 FEET SOUTH OF THE
 GA2042'CENTERLINE OF STATE HIGHWAY 66,3 FEET NORTH OF THE NORTH RIGHT OF WAY
 GA2042'FENCE OF INTERSTATE HIGHWAY 81 AND 40, AND 35 FEET SOUTHEAST OF
 GA2042'SOUTHWEST CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1750 ***********************************************************************
 FB1750  DESIGNATION -  L 10
 FB1750  PID         -  FB1750
 FB1750  STATE/COUNTY-  TN/KNOX
 FB1750  USGS QUAD   -  KNOXVILLE (1978)
 FB1750
 FB1750                         *CURRENT SURVEY CONTROL
 FB1750  ___________________________________________________________________
 FB1750* NAD 83(1986)-  35 57 11.     (N)    083 55 03.     (W)     SCALED    
 FB1750* NAVD 88     -       264.635  (meters)     868.22   (feet)  ADJUSTED  
 FB1750  ___________________________________________________________________
 FB1750  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1750  DYNAMIC HT  -         264.391 (meters)     867.42  (feet)  COMP
 FB1750  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 FB1750
 FB1750  VERT ORDER  -  FIRST     CLASS II
 FB1750
 FB1750.The horizontal coordinates were scaled from a topographic map and have
 FB1750.an estimated accuracy of +/- 6 seconds.
 FB1750
 FB1750.The orthometric height was determined by differential leveling
 FB1750.and adjusted by the National Geodetic Survey in June 1991..
 FB1750
 FB1750.The geoid height was determined by GEOID03.
 FB1750
 FB1750.The dynamic height is computed by dividing the NAVD 88
 FB1750.geopotential number by the normal gravity value computed on the
 FB1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1750.degrees latitude (g = 980.6199 gals.).
 FB1750
 FB1750.The modeled gravity was interpolated from observed gravity values.
 FB1750
 FB1750;                    North         East    Units  Estimated Accuracy
 FB1750;SPC TN       -   181,710.      787,850.      MT  (+/- 180 meters Scaled)
 FB1750
 FB1750                          SUPERSEDED SURVEY CONTROL
 FB1750
 FB1750  NGVD 29 (12/12/91)  264.769  (m)          868.66   (f) ADJUSTED    1 2
 FB1750
 FB1750.Superseded values are not recommended for survey control.
 FB1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1750.See file dsdata.txt to determine how the superseded data were derived.
 FB1750
 FB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368826(NAD 83)
 FB1750_MARKER: DB = BENCH MARK DISK
 FB1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1750_SP_SET: BRIDGE
 FB1750_STAMPING: 868.902 L 10 1932
 FB1750_MARK LOGO: CGS   
 FB1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1750
 FB1750  HISTORY     - Date     Condition        Report By
 FB1750  HISTORY     - 1932     MONUMENTED       CGS
 FB1750  HISTORY     - 1934     GOOD             NGS
 FB1750  HISTORY     - 1983     GOOD             NGS
 FB1750  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1750
 FB1750                          STATION DESCRIPTION
 FB1750
 FB1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1750'AT SOUTH KNOXVILLE.
 FB1750'AT SOUTH KNOXVILLE, KNOX COUNTY, ON THE SOUTHERN RAILWAY, 86
 FB1750'YARDS SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER TENNESSEE
 FB1750'RIVER, 80 YARDS SOUTHEAST OF MILEPOST 1, AT BRIDGE A 2 OVER THE
 FB1750'MARYVILLE ROAD, IN THE TOP OF THE SOUTHEAST ABUTMENT, NORTHEAST
 FB1750'OF THE MAIN TRACK, AND BETWEEN THE TRACKS.  A STANDARD DISK,
 FB1750'STAMPED 868.902 L 10 1932.
 FB1750
 FB1750                          STATION RECOVERY (1983)
 FB1750
 FB1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1750'RECOVERED IN GOOD CONDITION, THE 1934 RECOVERY NOTE IS ADEQUATE.
 FB1750'THE MARK IS 0.37 METERS  NNW FROM A WITNESS POST.
 FB1750
 FB1750                          STATION RECOVERY (2001)
 FB1750
 FB1750'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0974 ***********************************************************************
 GA0974  DESIGNATION -  L 100
 GA0974  PID         -  GA0974
 GA0974  STATE/COUNTY-  TN/WASHINGTON
 GA0974  USGS QUAD   -  CHUCKEY (1971)
 GA0974
 GA0974                         *CURRENT SURVEY CONTROL
 GA0974  ___________________________________________________________________
 GA0974* NAD 83(1986)-  36 13 42.     (N)    082 38 33.     (W)     SCALED    
 GA0974* NAVD 88     -       435.712  (meters)    1429.50   (feet)  ADJUSTED  
 GA0974  ___________________________________________________________________
 GA0974  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0974  DYNAMIC HT  -         435.295 (meters)    1428.13  (feet)  COMP
 GA0974  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0974
 GA0974  VERT ORDER  -  SECOND    CLASS 0
 GA0974
 GA0974.The horizontal coordinates were scaled from a topographic map and have
 GA0974.an estimated accuracy of +/- 6 seconds.
 GA0974
 GA0974.The orthometric height was determined by differential leveling
 GA0974.and adjusted by the National Geodetic Survey in June 1991..
 GA0974
 GA0974.The geoid height was determined by GEOID03.
 GA0974
 GA0974.The dynamic height is computed by dividing the NAVD 88
 GA0974.geopotential number by the normal gravity value computed on the
 GA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0974.degrees latitude (g = 980.6199 gals.).
 GA0974
 GA0974.The modeled gravity was interpolated from observed gravity values.
 GA0974
 GA0974;                    North         East    Units  Estimated Accuracy
 GA0974;SPC TN       -   215,430.      901,780.      MT  (+/- 180 meters Scaled)
 GA0974
 GA0974                          SUPERSEDED SURVEY CONTROL
 GA0974
 GA0974  NGVD 29 (??/??/92)  435.854  (m)         1429.96   (f) ADJ UNCH    2 0
 GA0974
 GA0974.Superseded values are not recommended for survey control.
 GA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0974.See file dsdata.txt to determine how the superseded data were derived.
 GA0974
 GA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA523105(NAD 83)
 GA0974_MARKER: DB = BENCH MARK DISK
 GA0974_SETTING: 66 = SET IN ROCK OUTCROP
 GA0974_SP_SET: LIMESTONE OUTCROP
 GA0974_STAMPING: L 100 1935
 GA0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0974+STABILITY: POSITION/ELEVATION WELL
 GA0974
 GA0974  HISTORY     - Date     Condition        Report By
 GA0974  HISTORY     - 1935     MONUMENTED       CGS
 GA0974  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA0974
 GA0974                          STATION DESCRIPTION
 GA0974
 GA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0974'0.8 MI W FROM LIMESTONE.
 GA0974'IN GREENE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA0974'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, AT THE JUNCTION OF THE
 GA0974'JEAROLDSTOWN ROAD, 45 YARDS SOUTH OF THE PIONEER MILL, 42 FEET
 GA0974'NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 YARDS WEST OF THE
 GA0974'CENTERLINE OF THE ROAD, 30 YARDS EAST OF THE J.F. RANDALL RESIDENCE,
 GA0974'IN THE TOP OF A LIMESTONE OUTCROP, AND 4 FEET HIGHER THAN THE ROAD.
 GA0974'A STANDARD DISK, STAMPED L 100 1935.
 GA0974
 GA0974                          STATION RECOVERY (1955)
 GA0974
 GA0974'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0249 ***********************************************************************
 GA0249  DESIGNATION -  L 101
 GA0249  PID         -  GA0249
 GA0249  STATE/COUNTY-  TN/SULLIVAN
 GA0249  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0249
 GA0249                         *CURRENT SURVEY CONTROL
 GA0249  ___________________________________________________________________
 GA0249* NAD 83(1986)-  36 34 43.     (N)    082 18 49.     (W)     SCALED    
 GA0249* NAVD 88     -       539.369  (meters)    1769.58   (feet)  ADJUSTED  
 GA0249  ___________________________________________________________________
 GA0249  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0249  DYNAMIC HT  -         538.870 (meters)    1767.94  (feet)  COMP
 GA0249  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 GA0249
 GA0249  VERT ORDER  -  SECOND    CLASS 0
 GA0249
 GA0249.The horizontal coordinates were scaled from a topographic map and have
 GA0249.an estimated accuracy of +/- 6 seconds.
 GA0249
 GA0249.The orthometric height was determined by differential leveling
 GA0249.and adjusted by the National Geodetic Survey in June 1991..
 GA0249
 GA0249.The geoid height was determined by GEOID03.
 GA0249
 GA0249.The dynamic height is computed by dividing the NAVD 88
 GA0249.geopotential number by the normal gravity value computed on the
 GA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0249.degrees latitude (g = 980.6199 gals.).
 GA0249
 GA0249.The modeled gravity was interpolated from observed gravity values.
 GA0249
 GA0249;                    North         East    Units  Estimated Accuracy
 GA0249;SPC TN       -   255,330.      929,870.      MT  (+/- 180 meters Scaled)
 GA0249
 GA0249                          SUPERSEDED SURVEY CONTROL
 GA0249
 GA0249  NGVD 29 (??/??/92)  539.512  (m)         1770.05   (f) ADJ UNCH    2 0
 GA0249
 GA0249.Superseded values are not recommended for survey control.
 GA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0249.See file dsdata.txt to determine how the superseded data were derived.
 GA0249
 GA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA824489(NAD 83)
 GA0249_MARKER: DB = BENCH MARK DISK
 GA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0249_STAMPING: L 101 1935
 GA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0249+STABILITY: SURFACE MOTION
 GA0249
 GA0249  HISTORY     - Date     Condition        Report By
 GA0249  HISTORY     - 1935     MONUMENTED       CGS
 GA0249  HISTORY     - 1959     GOOD             TVA
 GA0249
 GA0249                          STATION DESCRIPTION
 GA0249
 GA0249'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0249'2.9 MI E FROM MILL POINT.
 GA0249'2.9 MILES EAST ALONG THE BRISTOL ROAD FROM THE POST OFFICE AT
 GA0249'MILL POINT, SULLIVAN COUNTY, AT THE SOUTH APEX OF THE TRIANGLE
 GA0249'FORMED BY A ROAD JUNCTION, 19 FEET WEST OF THE CENTERLINE OF
 GA0249'THE ROAD, 6 YARDS SOUTH OF THE SOUTHEAST CORNER OF A CORN CRIB,
 GA0249'12 FEET EAST OF A GATE, AND LEVEL WITH THE ROAD, 1 FOOT EAST
 GA0249'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED L 101 1935
 GA0249'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE
 GA0249'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W AND 58, AT THE
 GA0249'WEST END OF STATE STREET IN BRISTOL.  GOING 6.4 MILES WEST ALONG
 GA0249'U.S. HIGHWAY 11 W (NEW).  THE MARK IS PLUS 200 FEET SOUTH OF
 GA0249'HIGHWAY (4 LANE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1258 ***********************************************************************
 FZ1258  DESIGNATION -  L 103
 FZ1258  PID         -  FZ1258
 FZ1258  STATE/COUNTY-  TN/SULLIVAN
 FZ1258  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1258
 FZ1258                         *CURRENT SURVEY CONTROL
 FZ1258  ___________________________________________________________________
 FZ1258* NAD 83(1986)-  36 32 46.     (N)    081 59 31.     (W)     SCALED    
 FZ1258* NAVD 88     -       629.531  (meters)    2065.39   (feet)  ADJUSTED  
 FZ1258  ___________________________________________________________________
 FZ1258  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ1258  DYNAMIC HT  -         628.934 (meters)    2063.43  (feet)  COMP
 FZ1258  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FZ1258
 FZ1258  VERT ORDER  -  SECOND    CLASS 0
 FZ1258
 FZ1258.The horizontal coordinates were scaled from a topographic map and have
 FZ1258.an estimated accuracy of +/- 6 seconds.
 FZ1258
 FZ1258.The orthometric height was determined by differential leveling
 FZ1258.and adjusted by the National Geodetic Survey in June 1991..
 FZ1258
 FZ1258.The geoid height was determined by GEOID03.
 FZ1258
 FZ1258.The dynamic height is computed by dividing the NAVD 88
 FZ1258.geopotential number by the normal gravity value computed on the
 FZ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1258.degrees latitude (g = 980.6199 gals.).
 FZ1258
 FZ1258.The modeled gravity was interpolated from observed gravity values.
 FZ1258
 FZ1258;                    North         East    Units  Estimated Accuracy
 FZ1258;SPC TN       -   252,860.      958,780.      MT  (+/- 180 meters Scaled)
 FZ1258
 FZ1258                          SUPERSEDED SURVEY CONTROL
 FZ1258
 FZ1258  NGVD 29 (??/??/92)  629.632  (m)         2065.72   (f) ADJ UNCH    2 0
 FZ1258
 FZ1258.Superseded values are not recommended for survey control.
 FZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1258.See file dsdata.txt to determine how the superseded data were derived.
 FZ1258
 FZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA112449(NAD 83)
 FZ1258_MARKER: DB = BENCH MARK DISK
 FZ1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1258_STAMPING: L 103 1935
 FZ1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1258+STABILITY: SURFACE MOTION
 FZ1258
 FZ1258  HISTORY     - Date     Condition        Report By
 FZ1258  HISTORY     - 1935     MONUMENTED       CGS
 FZ1258
 FZ1258                          STATION DESCRIPTION
 FZ1258
 FZ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1258'6.9 MI NE FROM BIG CREEK.
 FZ1258'6.9 MILES NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 FZ1258'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.8 MILE SOUTHWEST
 FZ1258'OF THE JUNCTION OF U.S. HIGHWAY 421, AT THE JUNCTION OF A TRAIL
 FZ1258'LEADING SOUTHEAST, 26-1/2 FEET SOUTH OF THE CENTERLINE OF THE
 FZ1258'ROAD, 21-1/2 FEET EAST OF THE CENTERLINE OF THE TRAIL, 28.2 FEET
 FZ1258'EAST OF A 20-INCH OAK TREE, AND 3 FEET HIGHER THAN THE ROAD.
 FZ1258'A STANDARD DISK, STAMPED L 103 1935 AND SET IN THE TOP OF A CONCRETE
 FZ1258'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1259 ***********************************************************************
 FZ1259  DESIGNATION -  L 103 X
 FZ1259  PID         -  FZ1259
 FZ1259  STATE/COUNTY-  TN/SULLIVAN
 FZ1259  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1259
 FZ1259                         *CURRENT SURVEY CONTROL
 FZ1259  ___________________________________________________________________
 FZ1259* NAD 83(1986)-  36 32 18.     (N)    081 59 35.     (W)     SCALED    
 FZ1259* NAVD 88     -       642.948  (meters)    2109.41   (feet)  ADJUSTED  
 FZ1259  ___________________________________________________________________
 FZ1259  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ1259  DYNAMIC HT  -         642.336 (meters)    2107.40  (feet)  COMP
 FZ1259  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 FZ1259
 FZ1259  VERT ORDER  -  SECOND    CLASS 0
 FZ1259
 FZ1259.The horizontal coordinates were scaled from a topographic map and have
 FZ1259.an estimated accuracy of +/- 6 seconds.
 FZ1259
 FZ1259.The orthometric height was determined by differential leveling
 FZ1259.and adjusted by the National Geodetic Survey in June 1991..
 FZ1259
 FZ1259.The geoid height was determined by GEOID03.
 FZ1259
 FZ1259.The dynamic height is computed by dividing the NAVD 88
 FZ1259.geopotential number by the normal gravity value computed on the
 FZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1259.degrees latitude (g = 980.6199 gals.).
 FZ1259
 FZ1259.The modeled gravity was interpolated from observed gravity values.
 FZ1259
 FZ1259;                    North         East    Units  Estimated Accuracy
 FZ1259;SPC TN       -   251,990.      958,720.      MT  (+/- 180 meters Scaled)
 FZ1259
 FZ1259                          SUPERSEDED SURVEY CONTROL
 FZ1259
 FZ1259  NGVD 29 (??/??/92)  643.049  (m)         2109.74   (f) ADJ UNCH    2 0
 FZ1259
 FZ1259.Superseded values are not recommended for survey control.
 FZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1259.See file dsdata.txt to determine how the superseded data were derived.
 FZ1259
 FZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA111441(NAD 83)
 FZ1259_MARKER: DB = BENCH MARK DISK
 FZ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1259_STAMPING: L 103 X 1935
 FZ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1259+STABILITY: SURFACE MOTION
 FZ1259
 FZ1259  HISTORY     - Date     Condition        Report By
 FZ1259  HISTORY     - 1935     MONUMENTED       CGS
 FZ1259
 FZ1259                          STATION DESCRIPTION
 FZ1259
 FZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1259'5.9 MI NE FROM BIG CREEK.
 FZ1259'5.9 MILES NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 FZ1259'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 107 YARDS
 FZ1259'WEST OF HIGHWAY BRIDGE 1, AT THE JUNCTION OF A ROAD LEADING
 FZ1259'NORTHWEST, AT A CLEARING, 40.4 FEET SOUTH OF THE CENTERLINE OF THE
 FZ1259'ROAD, 9.8 FEET NORTH OF A 15-INCH MAPLE TREE, AND 3 FEET HIGHER
 FZ1259'THAN THE ROAD.  A STANDARD DISK, STAMPED L 103 X 1935 AND SET
 FZ1259'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0988 ***********************************************************************
 FZ0988  DESIGNATION -  L 104
 FZ0988  PID         -  FZ0988
 FZ0988  STATE/COUNTY-  TN/JOHNSON
 FZ0988  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0988
 FZ0988                         *CURRENT SURVEY CONTROL
 FZ0988  ___________________________________________________________________
 FZ0988* NAD 83(1986)-  36 26 00.     (N)    081 48 32.     (W)     SCALED    
 FZ0988* NAVD 88     -       691.235  (meters)    2267.83   (feet)  ADJUSTED  
 FZ0988  ___________________________________________________________________
 FZ0988  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ0988  DYNAMIC HT  -         690.535 (meters)    2265.53  (feet)  COMP
 FZ0988  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 FZ0988
 FZ0988  VERT ORDER  -  SECOND    CLASS 0
 FZ0988
 FZ0988.The horizontal coordinates were scaled from a topographic map and have
 FZ0988.an estimated accuracy of +/- 6 seconds.
 FZ0988
 FZ0988.The orthometric height was determined by differential leveling
 FZ0988.and adjusted by the National Geodetic Survey in June 1991..
 FZ0988
 FZ0988.The geoid height was determined by GEOID03.
 FZ0988
 FZ0988.The dynamic height is computed by dividing the NAVD 88
 FZ0988.geopotential number by the normal gravity value computed on the
 FZ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0988.degrees latitude (g = 980.6199 gals.).
 FZ0988
 FZ0988.The modeled gravity was interpolated from observed gravity values.
 FZ0988
 FZ0988;                    North         East    Units  Estimated Accuracy
 FZ0988;SPC TN       -   241,040.      975,690.      MT  (+/- 180 meters Scaled)
 FZ0988
 FZ0988                          SUPERSEDED SURVEY CONTROL
 FZ0988
 FZ0988  NGVD 29 (??/??/92)  691.297  (m)         2268.03   (f) ADJ UNCH    2 0
 FZ0988
 FZ0988.Superseded values are not recommended for survey control.
 FZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0988.See file dsdata.txt to determine how the superseded data were derived.
 FZ0988
 FZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA274323(NAD 83)
 FZ0988_MARKER: DB = BENCH MARK DISK
 FZ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0988_STAMPING: L 104 1935
 FZ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0988+STABILITY: SURFACE MOTION
 FZ0988
 FZ0988  HISTORY     - Date     Condition        Report By
 FZ0988  HISTORY     - 1935     MONUMENTED       CGS
 FZ0988
 FZ0988                          STATION DESCRIPTION
 FZ0988
 FZ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0988'1 MI SW FROM SHOUNS.
 FZ0988'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0988'AT SHOUNS, JOHNSON COUNTY, 40 YARDS SOUTHWEST OF MILEPOST
 FZ0988'125, 36.5 FEET SOUTHEAST OF A ROAD CROSSING, 15 FEET SOUTHEAST
 FZ0988'OF THE SOUTHEAST RAIL, 15 YARDS SOUTHEAST OF A ROAD PARALLELING
 FZ0988'THE TRACK, AND 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 FZ0988'DISK, STAMPED L 104 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0988'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0608 ***********************************************************************
 GA0608  DESIGNATION -  L 105
 GA0608  PID         -  GA0608
 GA0608  STATE/COUNTY-  TN/UNICOI
 GA0608  USGS QUAD   -  UNICOI (1978)
 GA0608
 GA0608                         *CURRENT SURVEY CONTROL
 GA0608  ___________________________________________________________________
 GA0608* NAD 83(1986)-  36 10 57.     (N)    082 19 30.     (W)     SCALED    
 GA0608* NAVD 88     -       625.543  (meters)    2052.30   (feet)  ADJUSTED  
 GA0608  ___________________________________________________________________
 GA0608  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0608  DYNAMIC HT  -         624.898 (meters)    2050.19  (feet)  COMP
 GA0608  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 GA0608
 GA0608  VERT ORDER  -  SECOND    CLASS 0
 GA0608
 GA0608.The horizontal coordinates were scaled from a topographic map and have
 GA0608.an estimated accuracy of +/- 6 seconds.
 GA0608
 GA0608.The orthometric height was determined by differential leveling
 GA0608.and adjusted by the National Geodetic Survey in June 1991..
 GA0608
 GA0608.The geoid height was determined by GEOID03.
 GA0608
 GA0608.The dynamic height is computed by dividing the NAVD 88
 GA0608.geopotential number by the normal gravity value computed on the
 GA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0608.degrees latitude (g = 980.6199 gals.).
 GA0608
 GA0608.The modeled gravity was interpolated from observed gravity values.
 GA0608
 GA0608;                    North         East    Units  Estimated Accuracy
 GA0608;SPC TN       -   211,370.      930,500.      MT  (+/- 180 meters Scaled)
 GA0608
 GA0608                          SUPERSEDED SURVEY CONTROL
 GA0608
 GA0608  NGVD 29 (??/??/92)  625.624  (m)         2052.57   (f) ADJ UNCH    2 0
 GA0608
 GA0608.Superseded values are not recommended for survey control.
 GA0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0608.See file dsdata.txt to determine how the superseded data were derived.
 GA0608
 GA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA808050(NAD 83)
 GA0608_MARKER: DB = BENCH MARK DISK
 GA0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0608_STAMPING: L 105 1935
 GA0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0608+STABILITY: SURFACE MOTION
 GA0608
 GA0608  HISTORY     - Date     Condition        Report By
 GA0608  HISTORY     - 1935     MONUMENTED       CGS
 GA0608  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GA0608
 GA0608                          STATION DESCRIPTION
 GA0608
 GA0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0608'1.8 MI SE FROM UNICOI.
 GA0608'1.8 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0608'OFFICE AT UNICOI, UNICOI COUNTY, AT THE JUNCTION OF A LANE LEADING
 GA0608'SOUTHWEST, 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 30 YARDS
 GA0608'EAST OF THE CENTERLINE OF THE LANE, AND LEVEL WITH THE ROAD.  A
 GA0608'STANDARD DISK, STAMPED L 105 1935 AND SET IN THE TOP OF A CONCRETE
 GA0608'POST.
 GA0608
 GA0608                          STATION RECOVERY (1980)
 GA0608
 GA0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0783 ***********************************************************************
 GA0783  DESIGNATION -  L 106
 GA0783  PID         -  GA0783
 GA0783  STATE/COUNTY-  TN/GREENE
 GA0783  USGS QUAD   -  MC CLOUD (1961)
 GA0783
 GA0783                         *CURRENT SURVEY CONTROL
 GA0783  ___________________________________________________________________
 GA0783* NAD 83(1986)-  36 18 44.     (N)    082 56 28.     (W)     SCALED    
 GA0783* NAVD 88     -       369.788  (meters)    1213.21   (feet)  ADJUSTED  
 GA0783  ___________________________________________________________________
 GA0783  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0783  DYNAMIC HT  -         369.448 (meters)    1212.10  (feet)  COMP
 GA0783  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 GA0783
 GA0783  VERT ORDER  -  SECOND    CLASS 0
 GA0783
 GA0783.The horizontal coordinates were scaled from a topographic map and have
 GA0783.an estimated accuracy of +/- 6 seconds.
 GA0783
 GA0783.The orthometric height was determined by differential leveling
 GA0783.and adjusted by the National Geodetic Survey in June 1991..
 GA0783
 GA0783.The geoid height was determined by GEOID03.
 GA0783
 GA0783.The dynamic height is computed by dividing the NAVD 88
 GA0783.geopotential number by the normal gravity value computed on the
 GA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0783.degrees latitude (g = 980.6199 gals.).
 GA0783
 GA0783.The modeled gravity was interpolated from observed gravity values.
 GA0783
 GA0783;                    North         East    Units  Estimated Accuracy
 GA0783;SPC TN       -   223,850.      874,660.      MT  (+/- 180 meters Scaled)
 GA0783
 GA0783                          SUPERSEDED SURVEY CONTROL
 GA0783
 GA0783  NGVD 29 (??/??/92)  369.936  (m)         1213.70   (f) ADJ UNCH    2 0
 GA0783
 GA0783.Superseded values are not recommended for survey control.
 GA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0783.See file dsdata.txt to determine how the superseded data were derived.
 GA0783
 GA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA257203(NAD 83)
 GA0783_MARKER: DB = BENCH MARK DISK
 GA0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0783_STAMPING: L 106 1935
 GA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0783+STABILITY: SURFACE MOTION
 GA0783
 GA0783  HISTORY     - Date     Condition        Report By
 GA0783  HISTORY     - 1935     MONUMENTED       CGS
 GA0783  HISTORY     - 1950     GOOD             TVA
 GA0783
 GA0783                          STATION DESCRIPTION
 GA0783
 GA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0783'2 MI N FROM ROMEO.
 GA0783'2.0 MILES N. ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF THE
 GA0783'BAILEYTON ROAD AT ROMEO, GREENE COUNTY, AT THE E.H. KLEPPER
 GA0783'RESIDENCE, 20 YARDS S.W. OF THE S. CORNER OF THE HOUSE, 10 YARDS
 GA0783'S.E. OF THE CENTERLINE OF THE HIGHWAY, 80 YARDS S.E. OF A LARGE
 GA0783'BARN, 15 YARDS NW OF A 15-INCH CATABOW TREE, AND 1 FOOT HIGHER
 GA0783'THAN THE HIGHWAY, 179 FEET SOUTHEAST OF SOUTH CORNER OF BARN,
 GA0783'98.7 FEET SOUTHEAST OF NAIL IN BOTTLE CAP IN POWER POLE, 58.3
 GA0783'FEET NORTHWEST OF A 8 INCH CATALPHA TREE, 38.9 FEET SOUTH SOUTHWEST
 GA0783'OF POWER POLE IN FRONT HOUSE (FORMERLY RESIDENCE OF E.H. KLEPPER.)
 GA0783'A STANDARD DISK, STAMPED L 106 1935 AND SET IN THE TOP OF A CONCRETE
 GA0783'POST.
 GA0783
 GA0783                          STATION RECOVERY (1950)
 GA0783
 GA0783'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0841 ***********************************************************************
 GA0841  DESIGNATION -  L 107
 GA0841  PID         -  GA0841
 GA0841  STATE/COUNTY-  TN/HAWKINS
 GA0841  USGS QUAD   -  LOVELACE (1971)
 GA0841
 GA0841                         *CURRENT SURVEY CONTROL
 GA0841  ___________________________________________________________________
 GA0841* NAD 83(1986)-  36 24 46.     (N)    082 44 59.     (W)     SCALED    
 GA0841* NAVD 88     -       396.156  (meters)    1299.72   (feet)  ADJUSTED  
 GA0841  ___________________________________________________________________
 GA0841  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0841  DYNAMIC HT  -         395.793 (meters)    1298.53  (feet)  COMP
 GA0841  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 GA0841
 GA0841  VERT ORDER  -  SECOND    CLASS 0
 GA0841
 GA0841.The horizontal coordinates were scaled from a topographic map and have
 GA0841.an estimated accuracy of +/- 6 seconds.
 GA0841
 GA0841.The orthometric height was determined by differential leveling
 GA0841.and adjusted by the National Geodetic Survey in June 1991..
 GA0841
 GA0841.The geoid height was determined by GEOID03.
 GA0841
 GA0841.The dynamic height is computed by dividing the NAVD 88
 GA0841.geopotential number by the normal gravity value computed on the
 GA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0841.degrees latitude (g = 980.6199 gals.).
 GA0841
 GA0841.The modeled gravity was interpolated from observed gravity values.
 GA0841
 GA0841;                    North         East    Units  Estimated Accuracy
 GA0841;SPC TN       -   235,560.      891,470.      MT  (+/- 180 meters Scaled)
 GA0841
 GA0841                          SUPERSEDED SURVEY CONTROL
 GA0841
 GA0841  NGVD 29 (??/??/92)  396.301  (m)         1300.20   (f) ADJ UNCH    2 0
 GA0841
 GA0841.Superseded values are not recommended for survey control.
 GA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0841.See file dsdata.txt to determine how the superseded data were derived.
 GA0841
 GA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA431311(NAD 83)
 GA0841_MARKER: DB = BENCH MARK DISK
 GA0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0841_STAMPING: L 107 1935
 GA0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0841+STABILITY: SURFACE MOTION
 GA0841
 GA0841  HISTORY     - Date     Condition        Report By
 GA0841  HISTORY     - 1935     MONUMENTED       CGS
 GA0841
 GA0841                          STATION DESCRIPTION
 GA0841
 GA0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0841'4.3 MI E FROM VAN HILL.
 GA0841'4.3 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0841'AT VAN HILL, HAWKINS COUNTY, 85 YARDS WEST OF THE J.L. BERNARD
 GA0841'RESIDENCE, 15 YARDS EAST OF A FENCE, 19 FEET SOUTH OF THE CENTERLINE
 GA0841'OF THE ROAD, 27 FEET NORTHEAST OF A 36-INCH HICKORY TREE, AND 5
 GA0841'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 107 1935
 GA0841'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0546 ***********************************************************************
 GA0546  DESIGNATION -  L 108
 GA0546  PID         -  GA0546
 GA0546  STATE/COUNTY-  TN/WASHINGTON
 GA0546  USGS QUAD   -  JONESBOROUGH (1968)
 GA0546
 GA0546                         *CURRENT SURVEY CONTROL
 GA0546  ___________________________________________________________________
 GA0546* NAD 83(1986)-  36 21 30.     (N)    082 28 09.     (W)     SCALED    
 GA0546* NAVD 88     -       520.798  (meters)    1708.65   (feet)  ADJUSTED  
 GA0546  ___________________________________________________________________
 GA0546  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0546  DYNAMIC HT  -         520.307 (meters)    1707.04  (feet)  COMP
 GA0546  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 GA0546
 GA0546  VERT ORDER  -  SECOND    CLASS 0
 GA0546
 GA0546.The horizontal coordinates were scaled from a topographic map and have
 GA0546.an estimated accuracy of +/- 6 seconds.
 GA0546
 GA0546.The orthometric height was determined by differential leveling
 GA0546.and adjusted by the National Geodetic Survey in June 1991..
 GA0546
 GA0546.The geoid height was determined by GEOID03.
 GA0546
 GA0546.The dynamic height is computed by dividing the NAVD 88
 GA0546.geopotential number by the normal gravity value computed on the
 GA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0546.degrees latitude (g = 980.6199 gals.).
 GA0546
 GA0546.The modeled gravity was interpolated from observed gravity values.
 GA0546
 GA0546;                    North         East    Units  Estimated Accuracy
 GA0546;SPC TN       -   230,390.      916,840.      MT  (+/- 180 meters Scaled)
 GA0546
 GA0546                          SUPERSEDED SURVEY CONTROL
 GA0546
 GA0546  NGVD 29 (??/??/92)  520.943  (m)         1709.13   (f) ADJ UNCH    2 0
 GA0546
 GA0546.Superseded values are not recommended for survey control.
 GA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0546.See file dsdata.txt to determine how the superseded data were derived.
 GA0546
 GA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA681246(NAD 83)
 GA0546_MARKER: DB = BENCH MARK DISK
 GA0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0546_STAMPING: L 108 1935
 GA0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0546+STABILITY: SURFACE MOTION
 GA0546
 GA0546  HISTORY     - Date     Condition        Report By
 GA0546  HISTORY     - 1935     MONUMENTED       CGS
 GA0546
 GA0546                          STATION DESCRIPTION
 GA0546
 GA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0546'2.2 MI W FROM BOONE.
 GA0546'2.2 MILES WEST ALONG A COUNTY ROAD FROM THE CLINCHFIELD, CAROLINA
 GA0546'AND OHIO RAILWAY STATION AT BOONE, WASHINGTON COUNTY, AT THE
 GA0546'JUNCTION OF COUNTY HIGHWAY 508, 23 FEET EAST OF THE CENTERLINE
 GA0546'OF THE ROAD, 5 FEET NORTHEAST OF A GATE, 2 FEET EAST OF A WIRE
 GA0546'FENCE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0546'STAMPED L 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0204 ***********************************************************************
 GA0204  DESIGNATION -  L 109
 GA0204  PID         -  GA0204
 GA0204  STATE/COUNTY-  TN/SULLIVAN
 GA0204  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0204
 GA0204                         *CURRENT SURVEY CONTROL
 GA0204  ___________________________________________________________________
 GA0204* NAD 83(1986)-  36 30 25.     (N)    082 16 20.     (W)     SCALED    
 GA0204* NAVD 88     -       436.283  (meters)    1431.37   (feet)  ADJUSTED  
 GA0204  ___________________________________________________________________
 GA0204  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0204  DYNAMIC HT  -         435.881 (meters)    1430.05  (feet)  COMP
 GA0204  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 GA0204
 GA0204  VERT ORDER  -  SECOND    CLASS 0
 GA0204
 GA0204.The horizontal coordinates were scaled from a topographic map and have
 GA0204.an estimated accuracy of +/- 6 seconds.
 GA0204
 GA0204.The orthometric height was determined by differential leveling
 GA0204.and adjusted by the National Geodetic Survey in June 1991..
 GA0204
 GA0204.The geoid height was determined by GEOID03.
 GA0204
 GA0204.The dynamic height is computed by dividing the NAVD 88
 GA0204.geopotential number by the normal gravity value computed on the
 GA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0204.degrees latitude (g = 980.6199 gals.).
 GA0204
 GA0204.The modeled gravity was interpolated from observed gravity values.
 GA0204
 GA0204;                    North         East    Units  Estimated Accuracy
 GA0204;SPC TN       -   247,530.      933,870.      MT  (+/- 180 meters Scaled)
 GA0204
 GA0204                          SUPERSEDED SURVEY CONTROL
 GA0204
 GA0204  NGVD 29 (??/??/92)  436.437  (m)         1431.88   (f) ADJ UNCH    2 0
 GA0204
 GA0204.Superseded values are not recommended for survey control.
 GA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0204.See file dsdata.txt to determine how the superseded data were derived.
 GA0204
 GA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA860409(NAD 83)
 GA0204_MARKER: DB = BENCH MARK DISK
 GA0204_SETTING: 66 = SET IN ROCK OUTCROP
 GA0204_SP_SET: ROCK OUTCROP
 GA0204_STAMPING: L 109 1935
 GA0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0204+STABILITY: POSITION/ELEVATION WELL
 GA0204
 GA0204  HISTORY     - Date     Condition        Report By
 GA0204  HISTORY     - 1935     MONUMENTED       CGS
 GA0204
 GA0204                          STATION DESCRIPTION
 GA0204
 GA0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0204'1 MI N FROM BLUFF CITY.
 GA0204'1.0 MILE NORTH ALONG U.S. HIGHWAY 11 E FROM THE SOUTHERN RAILWAY
 GA0204'STATION AT BLUFF CITY, SULLIVAN COUNTY, THENCE 1.8 MILES NORTHWEST
 GA0204'ALONG STATE HIGHWAY 37, 0.1 MILE EAST OF THE THOMAS BRIDGE MILL,
 GA0204'80 YARDS WEST OF THE C.O. SMITH RESIDENCE, 50 YARDS WEST OF THE
 GA0204'JUNCTION OF A ROAD LEADING EAST, 28.6 FEET NORTH OF THE CENTERLINE
 GA0204'OF THE HIGHWAY, 10 FEET SOUTH OF A WIRE FENCE, IN THE TOP OF A
 GA0204'ROCK OUTCROP, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0204'STAMPED L 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0030 ***********************************************************************
 GA0030  DESIGNATION -  L 11
 GA0030  PID         -  GA0030
 GA0030  STATE/COUNTY-  TN/SULLIVAN
 GA0030  USGS QUAD   -  BRISTOL (1991)
 GA0030
 GA0030                         *CURRENT SURVEY CONTROL
 GA0030  ___________________________________________________________________
 GA0030* NAD 83(1986)-  36 33 27.     (N)    082 10 12.     (W)     SCALED    
 GA0030* NAVD 88     -       498.216  (meters)    1634.56   (feet)  ADJUSTED  
 GA0030  ___________________________________________________________________
 GA0030  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0030  DYNAMIC HT  -         497.761 (meters)    1633.07  (feet)  COMP
 GA0030  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA0030
 GA0030  VERT ORDER  -  FIRST     CLASS II
 GA0030
 GA0030.The horizontal coordinates were scaled from a topographic map and have
 GA0030.an estimated accuracy of +/- 6 seconds.
 GA0030
 GA0030.The orthometric height was determined by differential leveling
 GA0030.and adjusted by the National Geodetic Survey in June 1991..
 GA0030
 GA0030.The geoid height was determined by GEOID03.
 GA0030
 GA0030.The dynamic height is computed by dividing the NAVD 88
 GA0030.geopotential number by the normal gravity value computed on the
 GA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0030.degrees latitude (g = 980.6199 gals.).
 GA0030
 GA0030.The modeled gravity was interpolated from observed gravity values.
 GA0030
 GA0030;                    North         East    Units  Estimated Accuracy
 GA0030;SPC TN       -   253,490.      942,800.      MT  (+/- 180 meters Scaled)
 GA0030
 GA0030                          SUPERSEDED SURVEY CONTROL
 GA0030
 GA0030  NGVD 29 (??/??/92)  498.367  (m)         1635.06   (f) ADJ UNCH    1 2
 GA0030
 GA0030.Superseded values are not recommended for survey control.
 GA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0030.See file dsdata.txt to determine how the superseded data were derived.
 GA0030
 GA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA952464(NAD 83)
 GA0030_MARKER: DB = BENCH MARK DISK
 GA0030_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0030_SP_SET: UNSPECIFIED ROCK
 GA0030_STAMPING: 1635.262 L 11 1933
 GA0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0030
 GA0030  HISTORY     - Date     Condition        Report By
 GA0030  HISTORY     - 1933     MONUMENTED       CGS
 GA0030  HISTORY     - 1960     GOOD             TVA
 GA0030  HISTORY     - 1984     GOOD             NGS
 GA0030
 GA0030                          STATION DESCRIPTION
 GA0030
 GA0030'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0030'2.9 MI S FROM BRISTOL.
 GA0030'2.9 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0030'SULLIVAN COUNTY, 768 FEET NORTHEAST OF MILEPOST 3, 40 FEET
 GA0030'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 12 FEET NORTHWEST
 GA0030'OF THE NORTHWEST RAIL, AND IN THE TOP OF A ROCK.  A STANDARD
 GA0030'DISK, STAMPED 1635.262 L 11 1933.  NOTE-- MARK IS NOW 6.8 FEET
 GA0030'WEST OF WEST RAIL.
 GA0030
 GA0030                          STATION RECOVERY (1984)
 GA0030
 GA0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0488 ***********************************************************************
 GA0488  DESIGNATION -  L 110
 GA0488  PID         -  GA0488
 GA0488  STATE/COUNTY-  TN/SULLIVAN
 GA0488  USGS QUAD   -  CARTER (1969)
 GA0488
 GA0488                         *CURRENT SURVEY CONTROL
 GA0488  ___________________________________________________________________
 GA0488* NAD 83(1986)-  36 28 34.     (N)    082 06 10.     (W)     SCALED    
 GA0488* NAVD 88     -       592.930  (meters)    1945.30   (feet)  ADJUSTED  
 GA0488  ___________________________________________________________________
 GA0488  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0488  DYNAMIC HT  -         592.374 (meters)    1943.48  (feet)  COMP
 GA0488  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0488
 GA0488  VERT ORDER  -  SECOND    CLASS 0
 GA0488
 GA0488.The horizontal coordinates were scaled from a topographic map and have
 GA0488.an estimated accuracy of +/- 6 seconds.
 GA0488
 GA0488.The orthometric height was determined by differential leveling
 GA0488.and adjusted by the National Geodetic Survey in June 1991..
 GA0488
 GA0488.The geoid height was determined by GEOID03.
 GA0488
 GA0488.The dynamic height is computed by dividing the NAVD 88
 GA0488.geopotential number by the normal gravity value computed on the
 GA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0488.degrees latitude (g = 980.6199 gals.).
 GA0488
 GA0488.The modeled gravity was interpolated from observed gravity values.
 GA0488
 GA0488;                    North         East    Units  Estimated Accuracy
 GA0488;SPC TN       -   244,700.      949,180.      MT  (+/- 180 meters Scaled)
 GA0488
 GA0488                          SUPERSEDED SURVEY CONTROL
 GA0488
 GA0488  NGVD 29 (??/??/92)  593.052  (m)         1945.70   (f) ADJ UNCH    2 0
 GA0488
 GA0488.Superseded values are not recommended for survey control.
 GA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0488.See file dsdata.txt to determine how the superseded data were derived.
 GA0488
 GA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA012373(NAD 83)
 GA0488_MARKER: DB = BENCH MARK DISK
 GA0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0488_STAMPING: L 110 1935
 GA0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0488+STABILITY: SURFACE MOTION
 GA0488
 GA0488  HISTORY     - Date     Condition        Report By
 GA0488  HISTORY     - 1935     MONUMENTED       CGS
 GA0488  HISTORY     - 1949     GOOD             TVA
 GA0488
 GA0488                          STATION DESCRIPTION
 GA0488
 GA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0488'0.8 MI NE FROM HICKORY TREE.
 GA0488'0.8 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM HICKORY
 GA0488'TREE, SULLIVAN COUNTY, 3.1 MILES SOUTHEAST ALONG THE MERRILL CREEK
 GA0488'ROAD, ON THE BIG CREEK ROAD, 4.0 MILES SOUTHWEST OF BIG CREEK,
 GA0488'0.9 MILE EAST OF THE W.W. AND PEARL WEBBER RESIDENCE, 23.5 FEET
 GA0488'EAST OF A SMALL CREEK, 22.3 FEET SOUTH OF THE CENTERLINE OF THE
 GA0488'ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0488'L 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0488
 GA0488                          STATION RECOVERY (1949)
 GA0488
 GA0488'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1027 ***********************************************************************
 FZ1027  DESIGNATION -  L 111
 FZ1027  PID         -  FZ1027
 FZ1027  STATE/COUNTY-  TN/JOHNSON
 FZ1027  USGS QUAD   -  ELK MILLS (1994)
 FZ1027
 FZ1027                         *CURRENT SURVEY CONTROL
 FZ1027  ___________________________________________________________________
 FZ1027* NAD 83(1986)-  36 17 10.     (N)    081 56 38.     (W)     SCALED    
 FZ1027* NAVD 88     -       713.27   (+/-2cm)    2340.1    (feet)  VERTCON   
 FZ1027  ___________________________________________________________________
 FZ1027  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FZ1027
 FZ1027  VERT ORDER  -  ? (See Below)
 FZ1027
 FZ1027.The horizontal coordinates were scaled from a topographic map and have
 FZ1027.an estimated accuracy of +/- 6 seconds.
 FZ1027
 FZ1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1027.The vertical order pertains to the NGVD 29 superseded value.
 FZ1027
 FZ1027.The geoid height was determined by GEOID03.
 FZ1027
 FZ1027;                    North         East    Units  Estimated Accuracy
 FZ1027;SPC TN       -   224,210.      964,280.      MT  (+/- 180 meters Scaled)
 FZ1027
 FZ1027                          SUPERSEDED SURVEY CONTROL
 FZ1027
 FZ1027  NGVD 29 (??/??/92)  713.374  (m)         2340.46   (f) ADJ UNCH    ?  
 FZ1027
 FZ1027.Superseded values are not recommended for survey control.
 FZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1027.See file dsdata.txt to determine how the superseded data were derived.
 FZ1027
 FZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA152160(NAD 83)
 FZ1027_MARKER: DB = BENCH MARK DISK
 FZ1027_SETTING: 80 = SET IN A BOULDER
 FZ1027_SP_SET: BOULDER
 FZ1027_STAMPING: L 111 1935
 FZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1027+STABILITY: SURFACE MOTION
 FZ1027
 FZ1027  HISTORY     - Date     Condition        Report By
 FZ1027  HISTORY     - 1935     MONUMENTED       CGS
 FZ1027
 FZ1027                          STATION DESCRIPTION
 FZ1027
 FZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1027'3.4 MI SE FROM DUGGER BRIDGE.
 FZ1027'3.4 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1027'DUGGER BRIDGE, JOHNSON COUNTY, ON THE OUTSIDE OF A CURVE, ON
 FZ1027'THE LEFT BANK OF A SMALL STREAM, ON THE SOUTHWEST SIDE OF THE
 FZ1027'ROAD, 80 FEET NORTHWEST OF AN 8-INCH PINE TREE ON THE SOUTHWEST
 FZ1027'SIDE OF THE ROAD, 80 FEET SOUTHWEST OF AN 8-INCH POPLAR TREE
 FZ1027'ON THE NORTHEAST SIDE OF THE ROAD, 27.4 FEET NORTHWEST OF A
 FZ1027'4-INCH POPLAR TREE ON THE SOUTHWEST SIDE OF THE ROAD, NEAR
 FZ1027'THE UPSTREAM END OF AN OLD BROKEN WOODEN BRIDGE, AND IN A SMALL
 FZ1027'BOULDER.  A STANDARD DISK, STAMPED L 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0666 ***********************************************************************
 GA0666  DESIGNATION -  L 112
 GA0666  PID         -  GA0666
 GA0666  STATE/COUNTY-  TN/UNICOI
 GA0666  USGS QUAD   -  CHESTOA (1978)
 GA0666
 GA0666                         *CURRENT SURVEY CONTROL
 GA0666  ___________________________________________________________________
 GA0666* NAD 83(1986)-  36 02 30.     (N)    082 27 23.     (W)     SCALED    
 GA0666* NAVD 88     -       853.99   (+/-2cm)    2801.8    (feet)  VERTCON   
 GA0666  ___________________________________________________________________
 GA0666  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA0666
 GA0666  VERT ORDER  -  ? (See Below)
 GA0666
 GA0666.The horizontal coordinates were scaled from a topographic map and have
 GA0666.an estimated accuracy of +/- 6 seconds.
 GA0666
 GA0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0666.The vertical order pertains to the NGVD 29 superseded value.
 GA0666
 GA0666.The geoid height was determined by GEOID03.
 GA0666
 GA0666;                    North         East    Units  Estimated Accuracy
 GA0666;SPC TN       -   195,320.      919,250.      MT  (+/- 180 meters Scaled)
 GA0666
 GA0666                          SUPERSEDED SURVEY CONTROL
 GA0666
 GA0666  NGVD 29 (??/??/92)  854.075  (m)         2802.08   (f) ADJ UNCH    ?  
 GA0666
 GA0666.Superseded values are not recommended for survey control.
 GA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0666.See file dsdata.txt to determine how the superseded data were derived.
 GA0666
 GA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV688895(NAD 83)
 GA0666_MARKER: DB = BENCH MARK DISK
 GA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0666_STAMPING: L 112 1935
 GA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0666+STABILITY: SURFACE MOTION
 GA0666
 GA0666  HISTORY     - Date     Condition        Report By
 GA0666  HISTORY     - 1935     MONUMENTED       CGS
 GA0666  HISTORY     - 1938     GOOD             TVA
 GA0666
 GA0666                          STATION DESCRIPTION
 GA0666
 GA0666'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0666'5.1 MI SE FROM ERNESTVILLE.
 GA0666'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0666'UNICOI COUNTY, ON THE PROPERTY OF THE CHEROKEE NATIONAL FOREST,
 GA0666'90 FEET NORTHEAST OF SPIVEY CREEK, 60 FEET NORTHWEST OF THE
 GA0666'INTERSECTION OF THE HIGHWAY AND A DRAIN, 39.6 FEET NORTH OF A
 GA0666'HIGHWAY CURVE SIGN, 20.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GA0666'OF THE H.G. HENSLEY HOUSE, 14 FEET SOUTHEAST OF A PATH TO THE
 GA0666'HOUSE, 9 FEET NORTHEAST OF THE HIGHWAY AND 2 FEET SOUTHWEST OF
 GA0666'A WIRE FENCE.  A STANDARD DISK, STAMPED L 112 1935 AND SET
 GA0666'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0899 ***********************************************************************
 GA0899  DESIGNATION -  L 114
 GA0899  PID         -  GA0899
 GA0899  STATE/COUNTY-  TN/GREENE
 GA0899  USGS QUAD   -  CEDAR CREEK (1980)
 GA0899
 GA0899                         *CURRENT SURVEY CONTROL
 GA0899  ___________________________________________________________________
 GA0899* NAD 83(1986)-  36 02 47.     (N)    082 59 59.     (W)     SCALED    
 GA0899* NAVD 88     -       383.922  (meters)    1259.58   (feet)  ADJUSTED  
 GA0899  ___________________________________________________________________
 GA0899  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0899  DYNAMIC HT  -         383.556 (meters)    1258.38  (feet)  COMP
 GA0899  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 GA0899
 GA0899  VERT ORDER  -  SECOND    CLASS 0
 GA0899
 GA0899.The horizontal coordinates were scaled from a topographic map and have
 GA0899.an estimated accuracy of +/- 6 seconds.
 GA0899
 GA0899.The orthometric height was determined by differential leveling
 GA0899.and adjusted by the National Geodetic Survey in June 1991..
 GA0899
 GA0899.The geoid height was determined by GEOID03.
 GA0899
 GA0899.The dynamic height is computed by dividing the NAVD 88
 GA0899.geopotential number by the normal gravity value computed on the
 GA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0899.degrees latitude (g = 980.6199 gals.).
 GA0899
 GA0899.The modeled gravity was interpolated from observed gravity values.
 GA0899
 GA0899;                    North         East    Units  Estimated Accuracy
 GA0899;SPC TN       -   194,210.      870,300.      MT  (+/- 180 meters Scaled)
 GA0899
 GA0899                          SUPERSEDED SURVEY CONTROL
 GA0899
 GA0899  NGVD 29 (??/??/92)  384.073  (m)         1260.08   (f) ADJ UNCH    2 0
 GA0899
 GA0899.Superseded values are not recommended for survey control.
 GA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0899.See file dsdata.txt to determine how the superseded data were derived.
 GA0899
 GA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV198909(NAD 83)
 GA0899_MARKER: DB = BENCH MARK DISK
 GA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0899_STAMPING: L 114 1935
 GA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0899+STABILITY: SURFACE MOTION
 GA0899
 GA0899  HISTORY     - Date     Condition        Report By
 GA0899  HISTORY     - 1935     MONUMENTED       CGS
 GA0899  HISTORY     - 1950     GOOD             TVA
 GA0899
 GA0899                          STATION DESCRIPTION
 GA0899
 GA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0899'1 MI NW FROM CANEY BRANCH.
 GA0899'1.0 MILE NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA0899'OFFICE AT CANEY BRANCH, GREENE COUNTY, AT A SHARP CURVE, IN THE
 GA0899'FRONT YARD OF THE U.C. CUTSHAW RESIDENCE, 45 FEET EAST OF THE
 GA0899'NORTHEAST CORNER OF THE HOUSE, 29 FEET NORTHWEST OF A FENCE CORNER,
 GA0899'25.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 GA0899'SOUTHEAST OF A 20-INCH WALNUT TREE NEAR A GATE, 1.3 FEET NORTHEAST
 GA0899'OF A FENCE LINE, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA0899'DISK, STAMPED L 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0899'NOTE-- HOUSE HAS BEEN DESTROYED, 159 FEET NORTH NORTHWEST OF
 GA0899'SOUTH CORNER OF FIELD, 122 FEET NORTHWEST OF NAIL IN BOTTLE
 GA0899'CAP IN A 20 INCH WALNUT TREE, 106 FEET NORTHWEST OF NORTH CORNER
 GA0899'OF PASTURE FENCE, 72.7 FEET NORTHEAST OF NORTHEAST CORNER OF
 GA0899'BRICK CHIMNEY AND 1.3 FEET SOUTHWEST OF STEEL WITNESS POST.
 GA0899
 GA0899                          STATION RECOVERY (1950)
 GA0899
 GA0899'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0691 ***********************************************************************
 GA0691  DESIGNATION -  L 115
 GA0691  PID         -  GA0691
 GA0691  STATE/COUNTY-  TN/GREENE
 GA0691  USGS QUAD   -  GREYSTONE (1978)
 GA0691
 GA0691                         *CURRENT SURVEY CONTROL
 GA0691  ___________________________________________________________________
 GA0691* NAD 83(1986)-  36 05 31.     (N)    082 43 06.     (W)     SCALED    
 GA0691* NAVD 88     -       491.962  (meters)    1614.05   (feet)  ADJUSTED  
 GA0691  ___________________________________________________________________
 GA0691  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA0691  DYNAMIC HT  -         491.484 (meters)    1612.48  (feet)  COMP
 GA0691  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 GA0691
 GA0691  VERT ORDER  -  SECOND    CLASS 0
 GA0691
 GA0691.The horizontal coordinates were scaled from a topographic map and have
 GA0691.an estimated accuracy of +/- 6 seconds.
 GA0691
 GA0691.The orthometric height was determined by differential leveling
 GA0691.and adjusted by the National Geodetic Survey in June 1991..
 GA0691
 GA0691.The geoid height was determined by GEOID03.
 GA0691
 GA0691.The dynamic height is computed by dividing the NAVD 88
 GA0691.geopotential number by the normal gravity value computed on the
 GA0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0691.degrees latitude (g = 980.6199 gals.).
 GA0691
 GA0691.The modeled gravity was interpolated from observed gravity values.
 GA0691
 GA0691;                    North         East    Units  Estimated Accuracy
 GA0691;SPC TN       -   200,070.      895,480.      MT  (+/- 180 meters Scaled)
 GA0691
 GA0691                          SUPERSEDED SURVEY CONTROL
 GA0691
 GA0691  NGVD 29 (??/??/92)  492.081  (m)         1614.44   (f) ADJ UNCH    2 0
 GA0691
 GA0691.Superseded values are not recommended for survey control.
 GA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0691.See file dsdata.txt to determine how the superseded data were derived.
 GA0691
 GA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV453955(NAD 83)
 GA0691_MARKER: DB = BENCH MARK DISK
 GA0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0691_STAMPING: L 115 1935
 GA0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0691+STABILITY: SURFACE MOTION
 GA0691
 GA0691  HISTORY     - Date     Condition        Report By
 GA0691  HISTORY     - 1935     MONUMENTED       CGS
 GA0691  HISTORY     - 1955     GOOD             NGS
 GA0691
 GA0691                          STATION DESCRIPTION
 GA0691
 GA0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0691'5.2 MI SE FROM JONES BRIDGE.
 GA0691'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0691'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 2.9
 GA0691'MILES EAST ALONG A PAVED ROAD, 0.4 MILE NORTHEAST OF A SMALL
 GA0691'SETTLEMENT CALLED BETHANY, AT THE BOTTOM OF A SMALL VALLEY, 57.5
 GA0691'FEET WEST OF THE WEST CORNER OF THE EDWARD JENNINGS RESIDENCE, 35
 GA0691'FEET EAST OF A WOODEN BRIDGE OVER A CREEK, 22 FEET SOUTHEAST OF
 GA0691'THE CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF A FENCE CORNER,
 GA0691'1.2 FEET SOUTHWEST OF A FENCE LINE, AND 2 FEET LOWER THAN THE
 GA0691'ROAD.  A STANDARD DISK, STAMPED L 115 1935 AND SET IN THE TOP OF
 GA0691'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0991 ***********************************************************************
 FZ0991  DESIGNATION -  L 116
 FZ0991  PID         -  FZ0991
 FZ0991  STATE/COUNTY-  TN/JOHNSON
 FZ0991  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0991
 FZ0991                         *CURRENT SURVEY CONTROL
 FZ0991  ___________________________________________________________________
 FZ0991* NAD 83(1986)-  36 27 37.     (N)    081 48 03.     (W)     SCALED    
 FZ0991* NAVD 88     -       717.795  (meters)    2354.97   (feet)  ADJUSTED  
 FZ0991  ___________________________________________________________________
 FZ0991  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0991  DYNAMIC HT  -         717.074 (meters)    2352.60  (feet)  COMP
 FZ0991  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 FZ0991
 FZ0991  VERT ORDER  -  SECOND    CLASS 0
 FZ0991
 FZ0991.The horizontal coordinates were scaled from a topographic map and have
 FZ0991.an estimated accuracy of +/- 6 seconds.
 FZ0991
 FZ0991.The orthometric height was determined by differential leveling
 FZ0991.and adjusted by the National Geodetic Survey in June 1991..
 FZ0991
 FZ0991.The geoid height was determined by GEOID03.
 FZ0991
 FZ0991.The dynamic height is computed by dividing the NAVD 88
 FZ0991.geopotential number by the normal gravity value computed on the
 FZ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0991.degrees latitude (g = 980.6199 gals.).
 FZ0991
 FZ0991.The modeled gravity was interpolated from observed gravity values.
 FZ0991
 FZ0991;                    North         East    Units  Estimated Accuracy
 FZ0991;SPC TN       -   244,060.      976,290.      MT  (+/- 180 meters Scaled)
 FZ0991
 FZ0991                          SUPERSEDED SURVEY CONTROL
 FZ0991
 FZ0991  NGVD 29 (??/??/92)  717.851  (m)         2355.15   (f) ADJ UNCH    2 0
 FZ0991
 FZ0991.Superseded values are not recommended for survey control.
 FZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0991.See file dsdata.txt to determine how the superseded data were derived.
 FZ0991
 FZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA282353(NAD 83)
 FZ0991_MARKER: DB = BENCH MARK DISK
 FZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0991_STAMPING: L 116 1935
 FZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0991+STABILITY: SURFACE MOTION
 FZ0991
 FZ0991  HISTORY     - Date     Condition        Report By
 FZ0991  HISTORY     - 1935     MONUMENTED       CGS
 FZ0991
 FZ0991                          STATION DESCRIPTION
 FZ0991
 FZ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0991'0.9 MI S FROM MOUNTAIN CITY.
 FZ0991'0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0991'AT MOUNTAIN CITY, JOHNSON COUNTY, 70 YARDS NORTH OF MILEPOST
 FZ0991'127, 28 YARDS NORTH OF A PRIVATE-ROAD CROSSING, 6 FEET WEST
 FZ0991'OF THE WEST RAIL, 15 FEET SOUTHEAST OF A POLE, AND 1 FOOT LOWER
 FZ0991'THAN THE TRACK.  A STANDARD DISK, STAMPED L 116 1935 AND SET
 FZ0991'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1022 ***********************************************************************
 GA1022  DESIGNATION -  L 117
 GA1022  PID         -  GA1022
 GA1022  STATE/COUNTY-  TN/GREENE
 GA1022  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1022
 GA1022                         *CURRENT SURVEY CONTROL
 GA1022  ___________________________________________________________________
 GA1022* NAD 83(1986)-  36 07 06.     (N)    082 50 24.     (W)     SCALED    
 GA1022* NAVD 88     -       406.223  (meters)    1332.75   (feet)  ADJUSTED  
 GA1022  ___________________________________________________________________
 GA1022  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1022  DYNAMIC HT  -         405.835 (meters)    1331.48  (feet)  COMP
 GA1022  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA1022
 GA1022  VERT ORDER  -  SECOND    CLASS 0
 GA1022
 GA1022.The horizontal coordinates were scaled from a topographic map and have
 GA1022.an estimated accuracy of +/- 6 seconds.
 GA1022
 GA1022.The orthometric height was determined by differential leveling
 GA1022.and adjusted by the National Geodetic Survey in June 1991..
 GA1022
 GA1022.The geoid height was determined by GEOID03.
 GA1022
 GA1022.The dynamic height is computed by dividing the NAVD 88
 GA1022.geopotential number by the normal gravity value computed on the
 GA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1022.degrees latitude (g = 980.6199 gals.).
 GA1022
 GA1022.The modeled gravity was interpolated from observed gravity values.
 GA1022
 GA1022;                    North         East    Units  Estimated Accuracy
 GA1022;SPC TN       -   202,640.      884,430.      MT  (+/- 180 meters Scaled)
 GA1022
 GA1022                          SUPERSEDED SURVEY CONTROL
 GA1022
 GA1022  NGVD 29 (??/??/92)  406.346  (m)         1333.15   (f) ADJ UNCH    2 0
 GA1022
 GA1022.Superseded values are not recommended for survey control.
 GA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1022.See file dsdata.txt to determine how the superseded data were derived.
 GA1022
 GA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV344986(NAD 83)
 GA1022_MARKER: DB = BENCH MARK DISK
 GA1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1022_STAMPING: L 117 1935
 GA1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1022+STABILITY: SURFACE MOTION
 GA1022
 GA1022  HISTORY     - Date     Condition        Report By
 GA1022  HISTORY     - 1935     MONUMENTED       CGS
 GA1022  HISTORY     - 1950     GOOD             TVA
 GA1022
 GA1022                          STATION DESCRIPTION
 GA1022
 GA1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1022'2.7 MI N FROM DAVY CROCKETT LAKE.
 GA1022'2.7 MILES NORTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM BIRD
 GA1022'BRIDGE AT DAVY CROCKETT LAKE, GREENE COUNTY, 300 YARDS SOUTHEAST
 GA1022'OF THE ROSCOE SPARNES RESIDENCE, 110 YARDS SOUTHEAST OF A ROAD
 GA1022'LEADING TO THE SPARNES RESIDENCE, AT A GULF SERVICE STATION,
 GA1022'17 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 11
 GA1022'YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 YARD NORTHWEST
 GA1022'OF A FENCE LINE, AND LEVEL WITH THE ROAD, 124 FEET NORTHWEST
 GA1022'OF WEST POLE 34 OF H FRAME ON TVA HIGH TENSION LINE, AND 1 FOOT
 GA1022'NORTH NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1022'L 117 1935 AND SET IN THE TOP OF A CONCRETE.
 GA1022
 GA1022                          STATION RECOVERY (1950)
 GA1022
 GA1022'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1964 ***********************************************************************
 GA1964  DESIGNATION -  L 118
 GA1964  PID         -  GA1964
 GA1964  STATE/COUNTY-  TN/COCKE
 GA1964  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1964
 GA1964                         *CURRENT SURVEY CONTROL
 GA1964  ___________________________________________________________________
 GA1964* NAD 83(1986)-  36 02 13.     (N)    083 00 18.     (W)     SCALED    
 GA1964* NAVD 88     -       413.84   (+/-2cm)    1357.7    (feet)  VERTCON   
 GA1964  ___________________________________________________________________
 GA1964  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1964
 GA1964  VERT ORDER  -  ? (See Below)
 GA1964
 GA1964.The horizontal coordinates were scaled from a topographic map and have
 GA1964.an estimated accuracy of +/- 6 seconds.
 GA1964
 GA1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1964.The vertical order pertains to the NGVD 29 superseded value.
 GA1964
 GA1964.The geoid height was determined by GEOID03.
 GA1964
 GA1964;                    North         East    Units  Estimated Accuracy
 GA1964;SPC TN       -   193,140.      869,860.      MT  (+/- 180 meters Scaled)
 GA1964
 GA1964                          SUPERSEDED SURVEY CONTROL
 GA1964
 GA1964  NGVD 29 (??/??/92)  413.993  (m)         1358.24   (f) ADJ UNCH    ?  
 GA1964
 GA1964.Superseded values are not recommended for survey control.
 GA1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1964.See file dsdata.txt to determine how the superseded data were derived.
 GA1964
 GA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV193899(NAD 83)
 GA1964_MARKER: DB = BENCH MARK DISK
 GA1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1964+STABILITY: SURFACE MOTION
 GA1964
 GA1964  HISTORY     - Date     Condition        Report By
 GA1964  HISTORY     - UNK      MONUMENTED       CGS
 GA1964  HISTORY     - 1937     GOOD             TVA
 GA1964
 GA1964                          STATION DESCRIPTION
 GA1964
 GA1964'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1964'12.4 MI NE FROM NEWPORT.
 GA1964'12.4 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, 2.2
 GA1964'MILES NORTHEAST OF SALEM, ON PROPERTY OWNED BY EDGAR OTTINGER,
 GA1964'250 FEET SOUTH OF THE HOUSE OCCUPIED IN 1938 BY W.B. ELSENHOWER,
 GA1964'225 FEET SOUTHWEST OF A LARGE BARN, 95 FEET NORTH OF A NEW (1938)
 GA1964'HOUSE, 39.9 FEET WEST OF A 14-INCH APPLE TREE, 15.2 FEET SOUTHWEST
 GA1964'OF A 5-INCH APPLE TREE, 15 FEET NORTHEAST OF HIGHWAY, 5 FEET EAST
 GA1964'OF A LANE, 3 FEET NORTHEAST OF A FENCE CORNER, 80 FEET NORTHEAST
 GA1964'OF A NEW BARN, AND 1 FOOT NORTHWEST OF SOUTHWEST CORNER OF GARAGE.
 GA1964'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1955 ***********************************************************************
 GA1955  DESIGNATION -  L 119
 GA1955  PID         -  GA1955
 GA1955  STATE/COUNTY-  TN/COCKE
 GA1955  USGS QUAD   -  RANKIN (1980)
 GA1955
 GA1955                         *CURRENT SURVEY CONTROL
 GA1955  ___________________________________________________________________
 GA1955* NAD 83(1986)-  36 06 32.     (N)    083 09 15.     (W)     SCALED    
 GA1955* NAVD 88     -       367.795  (meters)    1206.67   (feet)  ADJUSTED  
 GA1955  ___________________________________________________________________
 GA1955  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1955  DYNAMIC HT  -         367.453 (meters)    1205.55  (feet)  COMP
 GA1955  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA1955
 GA1955  VERT ORDER  -  SECOND    CLASS 0
 GA1955
 GA1955.The horizontal coordinates were scaled from a topographic map and have
 GA1955.an estimated accuracy of +/- 6 seconds.
 GA1955
 GA1955.The orthometric height was determined by differential leveling
 GA1955.and adjusted by the National Geodetic Survey in June 1991..
 GA1955
 GA1955.The geoid height was determined by GEOID03.
 GA1955
 GA1955.The dynamic height is computed by dividing the NAVD 88
 GA1955.geopotential number by the normal gravity value computed on the
 GA1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1955.degrees latitude (g = 980.6199 gals.).
 GA1955
 GA1955.The modeled gravity was interpolated from observed gravity values.
 GA1955
 GA1955;                    North         East    Units  Estimated Accuracy
 GA1955;SPC TN       -   200,720.      856,190.      MT  (+/- 180 meters Scaled)
 GA1955
 GA1955                          SUPERSEDED SURVEY CONTROL
 GA1955
 GA1955  NGVD 29 (??/??/92)  367.949  (m)         1207.18   (f) ADJ UNCH    2 0
 GA1955
 GA1955.Superseded values are not recommended for survey control.
 GA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1955.See file dsdata.txt to determine how the superseded data were derived.
 GA1955
 GA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV061981(NAD 83)
 GA1955_MARKER: DB = BENCH MARK DISK
 GA1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1955_STAMPING: L 119 1935
 GA1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1955+STABILITY: SURFACE MOTION
 GA1955
 GA1955  HISTORY     - Date     Condition        Report By
 GA1955  HISTORY     - 1935     MONUMENTED       CGS
 GA1955
 GA1955                          STATION DESCRIPTION
 GA1955
 GA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1955'6 MI NE FROM RANKIN.
 GA1955'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1955'COCKE COUNTY, THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E,
 GA1955'AND THENCE 1/2 MILE EAST ALONG THE BIRD HILL ROAD, 0.7 MILES
 GA1955'NORTHEAST OF ROAD JUNCTION AT HIGH POINT, 1.45 MILES WEST OF
 GA1955'BRIAR THICKET CHURCH, 23 FEET NORTH NORTHWEST OF AN 8 IN BEECH
 GA1955'TREE, 20 FEET EAST OF CENTERLINE OF ROAD, 17 FEET SOUTH-SOUTHWEST
 GA1955'OF A 12 IN OAK TREE, 10 FEET SOUTHEAST OF STEEL WITNESS POST
 GA1955'AND 7 FEET SOUTHEAST OF A 14 IN OAK TREE.  A STANDARD DISK,
 GA1955'STAMPED L 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1110 ***********************************************************************
 FB1110  DESIGNATION -  L 121
 FB1110  PID         -  FB1110
 FB1110  STATE/COUNTY-  TN/COCKE
 FB1110  USGS QUAD   -  PAINT ROCK (1991)
 FB1110
 FB1110                         *CURRENT SURVEY CONTROL
 FB1110  ___________________________________________________________________
 FB1110* NAD 83(1986)-  35 56 51.     (N)    082 58 31.     (W)     SCALED    
 FB1110* NAVD 88     -       475.24   (+/-2cm)    1559.2    (feet)  VERTCON   
 FB1110  ___________________________________________________________________
 FB1110  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1110
 FB1110  VERT ORDER  -  ? (See Below)
 FB1110
 FB1110.The horizontal coordinates were scaled from a topographic map and have
 FB1110.an estimated accuracy of +/- 6 seconds.
 FB1110
 FB1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1110.The vertical order pertains to the NGVD 29 superseded value.
 FB1110
 FB1110.The geoid height was determined by GEOID03.
 FB1110
 FB1110;                    North         East    Units  Estimated Accuracy
 FB1110;SPC TN       -   183,310.      872,840.      MT  (+/- 180 meters Scaled)
 FB1110
 FB1110                          SUPERSEDED SURVEY CONTROL
 FB1110
 FB1110  NGVD 29 (??/??/92)  475.377  (m)         1559.63   (f) ADJ UNCH    ?  
 FB1110
 FB1110.Superseded values are not recommended for survey control.
 FB1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1110.See file dsdata.txt to determine how the superseded data were derived.
 FB1110
 FB1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218799(NAD 83)
 FB1110_MARKER: DB = BENCH MARK DISK
 FB1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1110_SP_SET: CULVERT
 FB1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1110
 FB1110  HISTORY     - Date     Condition        Report By
 FB1110  HISTORY     - UNK      MONUMENTED       CGS
 FB1110  HISTORY     - 1955     GOOD             NGS
 FB1110
 FB1110                          STATION DESCRIPTION
 FB1110
 FB1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1110'4 MI NW FROM WOLF CREEK.
 FB1110'4 MILES NORTHWEST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1110'COCKE COUNTY, 40 FEET EAST OF A ROAD CUT, 30 FEET WEST OF A 4-INCH
 FB1110'PINE TREE, 23 FEET WEST OF A 4-INCH POPLAR TREE, 20 FEET SOUTHEAST
 FB1110'OF THE ROAD, AT A CONCRETE CULVERT UNDER A DRAIN, IN THE CENTER
 FB1110'OF THE TOP OF THE SOUTH HEADWALL, AND 9 FEET LOWER THAN THE
 FB1110'ROAD.  A STANDARD DISK.  NOTE-- STATION IS A CAP IN CONCRETE
 FB1110'HEADWALL OF HIGHWAY CULVERT SO NO POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1340 ***********************************************************************
 FB1340  DESIGNATION -  L 122
 FB1340  PID         -  FB1340
 FB1340  STATE/COUNTY-  TN/COCKE
 FB1340  USGS QUAD   -  HARTFORD (1968)
 FB1340
 FB1340                         *CURRENT SURVEY CONTROL
 FB1340  ___________________________________________________________________
 FB1340* NAD 83(1986)-  35 48 13.     (N)    083 14 56.     (W)     SCALED    
 FB1340* NAVD 88     -       428.56   (+/-2cm)    1406.0    (feet)  VERTCON   
 FB1340  ___________________________________________________________________
 FB1340  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB1340
 FB1340  VERT ORDER  -  ? (See Below)
 FB1340
 FB1340.The horizontal coordinates were scaled from a topographic map and have
 FB1340.an estimated accuracy of +/- 6 seconds.
 FB1340
 FB1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1340.The vertical order pertains to the NGVD 29 superseded value.
 FB1340
 FB1340.The geoid height was determined by GEOID03.
 FB1340
 FB1340;                    North         East    Units  Estimated Accuracy
 FB1340;SPC TN       -   166,620.      848,620.      MT  (+/- 180 meters Scaled)
 FB1340
 FB1340                          SUPERSEDED SURVEY CONTROL
 FB1340
 FB1340  NGVD 29 (??/??/92)  428.700  (m)         1406.49   (f) ADJ UNCH    ?  
 FB1340
 FB1340.Superseded values are not recommended for survey control.
 FB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1340.See file dsdata.txt to determine how the superseded data were derived.
 FB1340
 FB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV967645(NAD 83)
 FB1340_MARKER: DB = BENCH MARK DISK
 FB1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1340_STAMPING: L 122 1935
 FB1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1340+STABILITY: SURFACE MOTION
 FB1340
 FB1340  HISTORY     - Date     Condition        Report By
 FB1340  HISTORY     - 1935     MONUMENTED       CGS
 FB1340  HISTORY     - 1949     GOOD             NGS
 FB1340
 FB1340                          STATION DESCRIPTION
 FB1340
 FB1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1340'1 MI S FROM COSBY.
 FB1340'1.0 MILE SOUTH ALONG STATE HIGHWAY 32 FROM COSBY, COCKE COUNTY,
 FB1340'AT THE JUNCTION OF THE INDIAN CAMP FORK ROAD, 70 FEET SOUTH
 FB1340'OF COSBY CREEK, ON THE PROPERTY OF W.M. RAMSEY, 15 FEET WEST OF
 FB1340'THE HOUSE, 29.8 FEET WEST OF THE NORTHEAST CORNER OF THE PORCH,
 FB1340'47.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE MILL HOUSE,
 FB1340'16 FEET EAST OF THE HIGHWAY, AND 9 FEET EAST OF A FENCE LINE.
 FB1340'A STANDARD DISK, STAMPED L 122 1935 AND SET IN THE TOP OF A CONCRETE
 FB1340'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0485 ***********************************************************************
 GA0485  DESIGNATION -  L 123
 GA0485  PID         -  GA0485
 GA0485  STATE/COUNTY-  TN/SULLIVAN
 GA0485  USGS QUAD   -  BLUFF CITY (1968)
 GA0485
 GA0485                         *CURRENT SURVEY CONTROL
 GA0485  ___________________________________________________________________
 GA0485* NAD 83(1986)-  36 24 08.     (N)    082 20 52.     (W)     SCALED    
 GA0485* NAVD 88     -       455.277  (meters)    1493.69   (feet)  POSTED    
 GA0485  ___________________________________________________________________
 GA0485  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0485  DYNAMIC HT  -         454.850 (meters)    1492.29  (feet)  COMP
 GA0485  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA0485
 GA0485  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0485
 GA0485.The horizontal coordinates were scaled from a topographic map and have
 GA0485.an estimated accuracy of +/- 6 seconds.
 GA0485
 GA0485.The orthometric height was determined by differential leveling
 GA0485.and adjusted by the National Geodetic Survey in 1992..
 GA0485.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0485.rate of 2.1 thru 3.0 mm/km.
 GA0485
 GA0485.The geoid height was determined by GEOID03.
 GA0485
 GA0485.The dynamic height is computed by dividing the NAVD 88
 GA0485.geopotential number by the normal gravity value computed on the
 GA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0485.degrees latitude (g = 980.6199 gals.).
 GA0485
 GA0485.The modeled gravity was interpolated from observed gravity values.
 GA0485
 GA0485;                    North         East    Units  Estimated Accuracy
 GA0485;SPC TN       -   235,660.      927,540.      MT  (+/- 180 meters Scaled)
 GA0485
 GA0485                          SUPERSEDED SURVEY CONTROL
 GA0485
 GA0485  NGVD 29 (??/??/92)  455.420  (m)         1494.16   (f) ADJ UNCH    2 0
 GA0485
 GA0485.Superseded values are not recommended for survey control.
 GA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0485.See file dsdata.txt to determine how the superseded data were derived.
 GA0485
 GA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA791294(NAD 83)
 GA0485_MARKER: DB = BENCH MARK DISK
 GA0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0485_SP_SET: CULVERT
 GA0485_STAMPING: L 123 1935
 GA0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0485
 GA0485  HISTORY     - Date     Condition        Report By
 GA0485  HISTORY     - 1935     MONUMENTED       CGS
 GA0485  HISTORY     - 1960     GOOD             TVA
 GA0485  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0485
 GA0485                          STATION DESCRIPTION
 GA0485
 GA0485'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0485'6.8 MI N FROM JOHNSON CITY.
 GA0485'IN SULLIVAN COUNTY, 6.8 MILES NORTH ALONG U.S. HIGHWAY 11 E
 GA0485'FROM THE SOUTHERN RAILWAY STATION AT JOHNSON CITY, WASHINGTON
 GA0485'COUNTY, 0.6 MILE NORTH OF WATAUGA RIVER, 117 YARDS NORTH OF THE
 GA0485'SULLIVAN-WASHINGTON COUNTY LINE, IN THE TOP OF A CONCRETE CULVERT,
 GA0485'7 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET NORTH
 GA0485'OF THE SOUTH END OF THE CULVERT, AND 4 FEET LOWER THAN THE HIGHWAY,
 GA0485'AND 6 FEET NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0485'STAMPED L 123 1935.
 GA0485
 GA0485                          STATION RECOVERY (1984)
 GA0485
 GA0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1358 ***********************************************************************
 FB1358  DESIGNATION -  L 125
 FB1358  PID         -  FB1358
 FB1358  STATE/COUNTY-  TN/COCKE
 FB1358  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1358
 FB1358                         *CURRENT SURVEY CONTROL
 FB1358  ___________________________________________________________________
 FB1358* NAD 83(1986)-  35 53 56.     (N)    083 00 45.     (W)     SCALED    
 FB1358* NAVD 88     -       372.16   (+/-2cm)    1221.0    (feet)  VERTCON   
 FB1358  ___________________________________________________________________
 FB1358  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1358
 FB1358  VERT ORDER  -  ? (See Below)
 FB1358
 FB1358.The horizontal coordinates were scaled from a topographic map and have
 FB1358.an estimated accuracy of +/- 6 seconds.
 FB1358
 FB1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1358.The vertical order pertains to the NGVD 29 superseded value.
 FB1358
 FB1358.The geoid height was determined by GEOID03.
 FB1358
 FB1358;                    North         East    Units  Estimated Accuracy
 FB1358;SPC TN       -   177,810.      869,650.      MT  (+/- 180 meters Scaled)
 FB1358
 FB1358                          SUPERSEDED SURVEY CONTROL
 FB1358
 FB1358  NGVD 29 (??/??/92)  372.314  (m)         1221.50   (f) ADJ UNCH    ?  
 FB1358
 FB1358.Superseded values are not recommended for survey control.
 FB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1358.See file dsdata.txt to determine how the superseded data were derived.
 FB1358
 FB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV183746(NAD 83)
 FB1358_MARKER: DB = BENCH MARK DISK
 FB1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1358_STAMPING: L 125 1935
 FB1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1358+STABILITY: SURFACE MOTION
 FB1358
 FB1358  HISTORY     - Date     Condition        Report By
 FB1358  HISTORY     - 1935     MONUMENTED       CGS
 FB1358  HISTORY     - 1949     GOOD             NGS
 FB1358
 FB1358                          STATION DESCRIPTION
 FB1358
 FB1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1358'1.9 MI SE FROM DEL RIO.
 FB1358'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB1358'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, 550 FEET
 FB1358'NORTHWEST OF THE DOE SMITH MILL, 100 FEET EAST OF A TOBACCO
 FB1358'BARN, 80 FEET NORTHEAST OF BIG CREEK, ON THE PROPERTY OF MRS.
 FB1358'E.G. MC NABB, 87 FEET SOUTHWEST OF THE HOUSE, 19 FEET NORTHWEST
 FB1358'OF THE ROAD LEADING TO THE HOUSE, 42.4 FEET NORTH OF THE
 FB1358'NORTHWEST CORNER OF AN OLD STORE, 52 FEET EAST OF THE CORNER OF A
 FB1358'WIRE FENCE, 52.3 FEET EAST OF AN 8-INCH SYCAMORE TREE, AND 13
 FB1358'FEET NORTHEAST OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1358'DISK, STAMPED L 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1345 ***********************************************************************
 FB1345  DESIGNATION -  L 126
 FB1345  PID         -  FB1345
 FB1345  STATE/COUNTY-  TN/COCKE
 FB1345  USGS QUAD   -  WATERVILLE (1968)
 FB1345
 FB1345                         *CURRENT SURVEY CONTROL
 FB1345  ___________________________________________________________________
 FB1345* NAD 83(1986)-  35 50 33.     (N)    083 05 42.     (W)     SCALED    
 FB1345* NAVD 88     -       537.30   (+/-2cm)    1762.8    (feet)  VERTCON   
 FB1345  ___________________________________________________________________
 FB1345  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1345
 FB1345  VERT ORDER  -  ? (See Below)
 FB1345
 FB1345.The horizontal coordinates were scaled from a topographic map and have
 FB1345.an estimated accuracy of +/- 6 seconds.
 FB1345
 FB1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1345.The vertical order pertains to the NGVD 29 superseded value.
 FB1345
 FB1345.The geoid height was determined by GEOID03.
 FB1345
 FB1345;                    North         East    Units  Estimated Accuracy
 FB1345;SPC TN       -   171,340.      862,390.      MT  (+/- 180 meters Scaled)
 FB1345
 FB1345                          SUPERSEDED SURVEY CONTROL
 FB1345
 FB1345  NGVD 29 (??/??/92)  537.439  (m)         1763.25   (f) ADJ UNCH    ?  
 FB1345
 FB1345.Superseded values are not recommended for survey control.
 FB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1345.See file dsdata.txt to determine how the superseded data were derived.
 FB1345
 FB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV107685(NAD 83)
 FB1345_MARKER: DB = BENCH MARK DISK
 FB1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1345_STAMPING: L 126 1935
 FB1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1345+STABILITY: SURFACE MOTION
 FB1345
 FB1345  HISTORY     - Date     Condition        Report By
 FB1345  HISTORY     - 1935     MONUMENTED       CGS
 FB1345  HISTORY     - 1949     GOOD             NGS
 FB1345
 FB1345                          STATION DESCRIPTION
 FB1345
 FB1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1345'0.8 MI SE FROM RAVEN BRANCH.
 FB1345'0.8 MILE SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, ON THE GULF
 FB1345'FORK ROAD, ON THE PROPERTY OF B.B. ROLLINS, 400 FEET SOUTH OF
 FB1345'THE HOUSE, 100 FEET SOUTHWEST OF A BARN ON THE EAST SIDE OF THE
 FB1345'LANE, 20.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CORN
 FB1345'CRIB, 12 FEET NORTHEAST OF THE NEW CORN CRIB, 12.2 FEET NORTHEAST
 FB1345'OF THE EAST GATEPOST, 42 FEET NORTHEAST OF THE ROAD, 2 FEET
 FB1345'NORTHWEST OF A WIRE FENCE, AND 2.1 FEET NORTHWEST OF A STEEL
 FB1345'POST WITH A CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED L 126
 FB1345'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2052 ***********************************************************************
 FB2052  DESIGNATION -  L 127
 FB2052  PID         -  FB2052
 FB2052  STATE/COUNTY-  TN/SEVIER
 FB2052  USGS QUAD   -  GATLINBURG (1979)
 FB2052
 FB2052                         *CURRENT SURVEY CONTROL
 FB2052  ___________________________________________________________________
 FB2052* NAD 83(1986)-  35 42 46.     (N)    083 31 49.     (W)     SCALED    
 FB2052* NAVD 88     -       443.20   (+/-2cm)    1454.1    (feet)  VERTCON   
 FB2052  ___________________________________________________________________
 FB2052  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FB2052
 FB2052  VERT ORDER  -  ? (See Below)
 FB2052
 FB2052.The horizontal coordinates were scaled from a topographic map and have
 FB2052.an estimated accuracy of +/- 6 seconds.
 FB2052
 FB2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2052.The vertical order pertains to the NGVD 29 superseded value.
 FB2052
 FB2052.The geoid height was determined by GEOID03.
 FB2052
 FB2052;                    North         East    Units  Estimated Accuracy
 FB2052;SPC TN       -   155,870.      823,450.      MT  (+/- 180 meters Scaled)
 FB2052
 FB2052                          SUPERSEDED SURVEY CONTROL
 FB2052
 FB2052  NGVD 29 (??/??/92)  443.301  (m)         1454.40   (f) ADJ UNCH    ?  
 FB2052
 FB2052.Superseded values are not recommended for survey control.
 FB2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2052.See file dsdata.txt to determine how the superseded data were derived.
 FB2052
 FB2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV711550(NAD 83)
 FB2052_MARKER: DB = BENCH MARK DISK
 FB2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2052_STAMPING: L 127 1935
 FB2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2052+STABILITY: SURFACE MOTION
 FB2052
 FB2052  HISTORY     - Date     Condition        Report By
 FB2052  HISTORY     - 1935     MONUMENTED       CGS
 FB2052
 FB2052                          STATION DESCRIPTION
 FB2052
 FB2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2052'1.9 MI SW FROM HATCHERTOWN.
 FB2052'1.9 MILES SOUTHWEST (AIR LINE) FROM HATCHERTOWN, ON THE WEAR
 FB2052'VALLEY ROAD, 300 FEET SOUTHWEST OF THE BRUCE HEADRICK HOUSE, 115
 FB2052'FEET EAST OF THE FRANK HEADRICK BLACKSMITH SHOP, AT THE JUNCTION
 FB2052'OF THE GREENBRIER ROAD, 42.3 FEET SOUTHWEST OF A 10-INCH WHITE-OAK
 FB2052'TREE, OPPOSITE A 10-FOOT ROAD CUT, 18 FEET NORTHEAST OF THE
 FB2052'GREENBRIER ROAD, 15 FEET SOUTHEAST OF THE WEAR VALLEY ROAD, AND
 FB2052'10.1 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD HEADRICK STORE
 FB2052'BUILDING.  A STANDARD DISK, STAMPED L 127 1935 AND SET IN THE
 FB2052'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0776 ***********************************************************************
 GD0776  DESIGNATION -  L 13
 GD0776  PID         -  GD0776
 GD0776  STATE/COUNTY-  TN/OBION
 GD0776  USGS QUAD   -  OBION (1983)
 GD0776
 GD0776                         *CURRENT SURVEY CONTROL
 GD0776  ___________________________________________________________________
 GD0776* NAD 83(1986)-  36 20 10.     (N)    089 14 20.     (W)     SCALED    
 GD0776* NAVD 88     -       140.228  (meters)     460.06   (feet)  ADJUSTED  
 GD0776  ___________________________________________________________________
 GD0776  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0776  DYNAMIC HT  -         140.112 (meters)     459.68  (feet)  COMP
 GD0776  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GD0776
 GD0776  VERT ORDER  -  SECOND    CLASS 0
 GD0776
 GD0776.The horizontal coordinates were scaled from a topographic map and have
 GD0776.an estimated accuracy of +/- 6 seconds.
 GD0776
 GD0776.The orthometric height was determined by differential leveling
 GD0776.and adjusted by the National Geodetic Survey in June 1991..
 GD0776
 GD0776.The geoid height was determined by GEOID03.
 GD0776
 GD0776.The dynamic height is computed by dividing the NAVD 88
 GD0776.geopotential number by the normal gravity value computed on the
 GD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0776.degrees latitude (g = 980.6199 gals.).
 GD0776
 GD0776.The modeled gravity was interpolated from observed gravity values.
 GD0776
 GD0776;                    North         East    Units  Estimated Accuracy
 GD0776;SPC TN       -   227,020.      309,270.      MT  (+/- 180 meters Scaled)
 GD0776
 GD0776                          SUPERSEDED SURVEY CONTROL
 GD0776
 GD0776  NGVD 29 (??/??/??)  140.184  (m)          459.92   (f) ADJUSTED    2 0
 GD0776
 GD0776.Superseded values are not recommended for survey control.
 GD0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0776.See file dsdata.txt to determine how the superseded data were derived.
 GD0776
 GD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF990235(NAD 83)
 GD0776_MARKER: DB = BENCH MARK DISK
 GD0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0776_STAMPING: L 13 1935
 GD0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0776+STABILITY: SURFACE MOTION
 GD0776
 GD0776  HISTORY     - Date     Condition        Report By
 GD0776  HISTORY     - 1935     MONUMENTED       CGS
 GD0776  HISTORY     - 1967     GOOD             CGS
 GD0776  HISTORY     - 20020729 POOR             USACE
 GD0776
 GD0776                          STATION DESCRIPTION
 GD0776
 GD0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0776'3.3 MI E FROM HORNBEAK.
 GD0776'THE MARK IS 3.3 MILES EAST ALONG STATE ROUTE 21 FROM THE MAIN
 GD0776'INTERSECTION IN HORNBEAK, IN THE NORTHEAST CORNER OF THE YARD OF
 GD0776'MR. T. W. JONES.  IT IS 45 FEET SOUTH OF THE APPROXIMATE CENTER
 GD0776'OF STATE ROUTE 21, 36 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD0776'EAST DRIVE LEADING TO THE JONES HOME, 15 FEET SOUTH OF A
 GD0776'NORTHWEST FENCE CORNER POST, AND 0.5 OF A FOOT NORTH OF A METAL
 GD0776'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN
 GD0776'THE TOP OF A 6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD0776'DISK IS STAMPED L 13 1935.  NOTE-- THE JONES HOME WAS PREVIOUSLY
 GD0776'THE WAYSIDE SCHOOL.
 GD0776
 GD0776                          STATION RECOVERY (2002)
 GD0776
 GD0776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0776'SPOKE WITH PROPERTY OWNER WHO STATED DOZER WORK DONE IN AREA TO REMOVE
 GD0776'2-3 FT OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2246 ***********************************************************************
 GA2246  DESIGNATION -  L 130
 GA2246  PID         -  GA2246
 GA2246  STATE/COUNTY-  TN/KNOX
 GA2246  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2246
 GA2246                         *CURRENT SURVEY CONTROL
 GA2246  ___________________________________________________________________
 GA2246* NAD 83(1986)-  36 00 27.     (N)    083 52 50.     (W)     SCALED    
 GA2246* NAVD 88     -       283.849  (meters)     931.26   (feet)  ADJUSTED  
 GA2246  ___________________________________________________________________
 GA2246  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2246  DYNAMIC HT  -         283.587 (meters)     930.40  (feet)  COMP
 GA2246  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GA2246
 GA2246  VERT ORDER  -  FIRST     CLASS I
 GA2246
 GA2246.The horizontal coordinates were scaled from a topographic map and have
 GA2246.an estimated accuracy of +/- 6 seconds.
 GA2246
 GA2246.The orthometric height was determined by differential leveling
 GA2246.and adjusted by the National Geodetic Survey in June 1991..
 GA2246
 GA2246.The geoid height was determined by GEOID03.
 GA2246
 GA2246.The dynamic height is computed by dividing the NAVD 88
 GA2246.geopotential number by the normal gravity value computed on the
 GA2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2246.degrees latitude (g = 980.6199 gals.).
 GA2246
 GA2246.The modeled gravity was interpolated from observed gravity values.
 GA2246
 GA2246;                    North         East    Units  Estimated Accuracy
 GA2246;SPC TN       -   187,820.      791,060.      MT  (+/- 180 meters Scaled)
 GA2246
 GA2246                          SUPERSEDED SURVEY CONTROL
 GA2246
 GA2246  NGVD 29 (??/??/92)  283.983  (m)          931.70   (f) ADJ UNCH    1 1
 GA2246
 GA2246.Superseded values are not recommended for survey control.
 GA2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2246.See file dsdata.txt to determine how the superseded data were derived.
 GA2246
 GA2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV403886(NAD 83)
 GA2246_MARKER: DB = BENCH MARK DISK
 GA2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2246_STAMPING: L 130 1936
 GA2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2246+STABILITY: SURFACE MOTION
 GA2246
 GA2246  HISTORY     - Date     Condition        Report By
 GA2246  HISTORY     - 1936     MONUMENTED       CGS
 GA2246  HISTORY     - 1967     GOOD             NGS
 GA2246  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2246
 GA2246                          STATION DESCRIPTION
 GA2246
 GA2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2246'3.8 MI NE FROM KNOXVILLE.
 GA2246'ABOUT 3.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2246'STATION AT KNOXVILLE, ABOUT 6 RAILS NORTHEAST OF MILEPOST 127,
 GA2246'AT THE NORTHEAST END OF A SHORT LOW CUT, ON PRIVATE PROPERTY,
 GA2246'29 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EASTBOUND TRACK,
 GA2246'3 1/2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 9 FEET
 GA2246'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 GA2246'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GA2246'ABOVE THE LEVEL OF THE GROUND.
 GA2246
 GA2246                          STATION RECOVERY (1982)
 GA2246
 GA2246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1881 ***********************************************************************
 FB1881  DESIGNATION -  L 130 X
 FB1881  PID         -  FB1881
 FB1881  STATE/COUNTY-  TN/KNOX
 FB1881  USGS QUAD   -  KNOXVILLE (1978)
 FB1881
 FB1881                         *CURRENT SURVEY CONTROL
 FB1881  ___________________________________________________________________
 FB1881* NAD 83(1986)-  35 58 59.     (N)    083 54 49.     (W)     SCALED    
 FB1881* NAVD 88     -       275.130  (meters)     902.66   (feet)  ADJUSTED  
 FB1881  ___________________________________________________________________
 FB1881  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1881  DYNAMIC HT  -         274.877 (meters)     901.83  (feet)  COMP
 FB1881  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FB1881
 FB1881  VERT ORDER  -  FIRST     CLASS I
 FB1881
 FB1881.The horizontal coordinates were scaled from a topographic map and have
 FB1881.an estimated accuracy of +/- 6 seconds.
 FB1881
 FB1881.The orthometric height was determined by differential leveling
 FB1881.and adjusted by the National Geodetic Survey in June 1991..
 FB1881
 FB1881.The geoid height was determined by GEOID03.
 FB1881
 FB1881.The dynamic height is computed by dividing the NAVD 88
 FB1881.geopotential number by the normal gravity value computed on the
 FB1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1881.degrees latitude (g = 980.6199 gals.).
 FB1881
 FB1881.The modeled gravity was interpolated from observed gravity values.
 FB1881
 FB1881;                    North         East    Units  Estimated Accuracy
 FB1881;SPC TN       -   185,040.      788,130.      MT  (+/- 180 meters Scaled)
 FB1881
 FB1881                          SUPERSEDED SURVEY CONTROL
 FB1881
 FB1881  NGVD 29 (12/12/91)  275.262  (m)          903.09   (f) ADJUSTED    1 1
 FB1881
 FB1881.Superseded values are not recommended for survey control.
 FB1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1881.See file dsdata.txt to determine how the superseded data were derived.
 FB1881
 FB1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373859(NAD 83)
 FB1881_MARKER: DB = BENCH MARK DISK
 FB1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1881_SP_SET: CULVERT
 FB1881_STAMPING: L 130 X 1936
 FB1881_MARK LOGO: CGS   
 FB1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1881
 FB1881  HISTORY     - Date     Condition        Report By
 FB1881  HISTORY     - 1936     MONUMENTED       CGS
 FB1881  HISTORY     - 1967     GOOD             NGS
 FB1881  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1881  HISTORY     - 1983     GOOD             NGS
 FB1881
 FB1881                          STATION DESCRIPTION
 FB1881
 FB1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1881'AT KNOXVILLE.
 FB1881'AT KNOXVILLE, ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN
 FB1881'RAILWAY FROM THE STATION, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 FB1881'130, ABOUT 11 RAILS SOUTHWEST OF THE CENTER OF THE CROSSING OF
 FB1881'WASHINGTON AVENUE, SET ON THE TOP OF THE NORTHEAST END OF THE
 FB1881'SOUTHEAST CONCRETE HEAD WALL OF A 20-FOOT ARCHED CULVERT OVER
 FB1881'FIRST CREEK, 5.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 23.6 FEET
 FB1881'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 2 FEET BELOW
 FB1881'THE LEVEL OF THE TRACK.
 FB1881
 FB1881                          STATION RECOVERY (1982)
 FB1881
 FB1881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1881'MARK NOT FOUND.
 FB1881
 FB1881                          STATION RECOVERY (1983)
 FB1881
 FB1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0438 ***********************************************************************
 FC0438  DESIGNATION -  L 131
 FC0438  PID         -  FC0438
 FC0438  STATE/COUNTY-  TN/BRADLEY
 FC0438  USGS QUAD   -  MC DONALD (1976)
 FC0438
 FC0438                         *CURRENT SURVEY CONTROL
 FC0438  ___________________________________________________________________
 FC0438* NAD 83(1986)-  35 00 50.     (N)    084 56 00.     (W)     SCALED    
 FC0438* NAVD 88     -       257.186  (meters)     843.78   (feet)  ADJUSTED  
 FC0438  ___________________________________________________________________
 FC0438  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0438  DYNAMIC HT  -         256.929 (meters)     842.94  (feet)  COMP
 FC0438  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 FC0438
 FC0438  VERT ORDER  -  FIRST     CLASS I
 FC0438
 FC0438.The horizontal coordinates were scaled from a topographic map and have
 FC0438.an estimated accuracy of +/- 6 seconds.
 FC0438
 FC0438.The orthometric height was determined by differential leveling
 FC0438.and adjusted by the National Geodetic Survey in June 1991..
 FC0438.WARNING-Repeat measurements at this control monument indicate possible
 FC0438.vertical movement.
 FC0438
 FC0438.The geoid height was determined by GEOID03.
 FC0438
 FC0438.The dynamic height is computed by dividing the NAVD 88
 FC0438.geopotential number by the normal gravity value computed on the
 FC0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0438.degrees latitude (g = 980.6199 gals.).
 FC0438
 FC0438.The modeled gravity was interpolated from observed gravity values.
 FC0438
 FC0438;                    North         East    Units  Estimated Accuracy
 FC0438;SPC TN       -    76,040.      697,360.      MT  (+/- 180 meters Scaled)
 FC0438
 FC0438                          SUPERSEDED SURVEY CONTROL
 FC0438
 FC0438  NGVD 29 (??/??/92)  257.173  (m)          843.74   (f) ADJ UNCH    1 1
 FC0438
 FC0438.Superseded values are not recommended for survey control.
 FC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0438.See file dsdata.txt to determine how the superseded data were derived.
 FC0438
 FC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD885765(NAD 83)
 FC0438_MARKER: DB = BENCH MARK DISK
 FC0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0438_STAMPING: L 131 1936
 FC0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0438+STABILITY: SURFACE MOTION
 FC0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0438+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0438
 FC0438  HISTORY     - Date     Condition        Report By
 FC0438  HISTORY     - 1936     MONUMENTED       CGS
 FC0438  HISTORY     - 1968     GOOD             NGS
 FC0438  HISTORY     - 20040128 GOOD             BAKER
 FC0438
 FC0438                          STATION DESCRIPTION
 FC0438
 FC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0438'10.4 MI SW FROM CLEVELAND.
 FC0438'ABOUT 10.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0438'STATION AT CLEVELAND, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 10,
 FC0438'IN THE EDGE OF A SMALL CULTIVATED FIELD, 132 FEET SOUTH OF THE
 FC0438'CENTER OF THE CROSSING OF A BLACKTOP ROAD, 105 FEET SOUTHWEST
 FC0438'OF THE CENTER LINE OF THE ROAD, 32.4 FEET SOUTHEAST OF THE
 FC0438'SOUTHEAST RAIL, 11 FEET SOUTHWEST OF A POWER POLE WITH THREE
 FC0438'GUY WIRES, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 FC0438'CONCRETE POST PROJECTING 9 INCHES ABOVE THE LEVEL OF THE GROUND.
 FC0438'NOTE-- POST CHIPPED, APPARENTLY HIT BY FARM MACHINERY.
 FC0438
 FC0438                          STATION RECOVERY (2004)
 FC0438
 FC0438'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2252 ***********************************************************************
 GA2252  DESIGNATION -  L 132
 GA2252  PID         -  GA2252
 GA2252  STATE/COUNTY-  TN/CLAIBORNE
 GA2252  USGS QUAD   -  CLOUDS (1952)
 GA2252
 GA2252                         *CURRENT SURVEY CONTROL
 GA2252  ___________________________________________________________________
 GA2252* NAD 83(1986)-  36 22 43.     (N)    083 37 34.     (W)     SCALED    
 GA2252* NAVD 88     -       399.707  (meters)    1311.37   (feet)  ADJUSTED  
 GA2252  ___________________________________________________________________
 GA2252  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2252  DYNAMIC HT  -         399.348 (meters)    1310.19  (feet)  COMP
 GA2252  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 GA2252
 GA2252  VERT ORDER  -  SECOND    CLASS 0
 GA2252
 GA2252.The horizontal coordinates were scaled from a topographic map and have
 GA2252.an estimated accuracy of +/- 6 seconds.
 GA2252
 GA2252.The orthometric height was determined by differential leveling
 GA2252.and adjusted by the National Geodetic Survey in June 1991..
 GA2252
 GA2252.The geoid height was determined by GEOID03.
 GA2252
 GA2252.The dynamic height is computed by dividing the NAVD 88
 GA2252.geopotential number by the normal gravity value computed on the
 GA2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2252.degrees latitude (g = 980.6199 gals.).
 GA2252
 GA2252.The modeled gravity was interpolated from observed gravity values.
 GA2252
 GA2252;                    North         East    Units  Estimated Accuracy
 GA2252;SPC TN       -   229,510.      812,990.      MT  (+/- 180 meters Scaled)
 GA2252
 GA2252                          SUPERSEDED SURVEY CONTROL
 GA2252
 GA2252  NGVD 29 (??/??/92)  399.789  (m)         1311.64   (f) ADJ UNCH    2 0
 GA2252
 GA2252.Superseded values are not recommended for survey control.
 GA2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2252.See file dsdata.txt to determine how the superseded data were derived.
 GA2252
 GA2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA644291(NAD 83)
 GA2252_MARKER: DB = BENCH MARK DISK
 GA2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2252_STAMPING: L 132 1936
 GA2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2252+STABILITY: SURFACE MOTION
 GA2252
 GA2252  HISTORY     - Date     Condition        Report By
 GA2252  HISTORY     - 1936     MONUMENTED       CGS
 GA2252  HISTORY     - 1950     GOOD             NGS
 GA2252
 GA2252                          STATION DESCRIPTION
 GA2252
 GA2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2252'3 MI W FROM LONE MOUNTAIN.
 GA2252'3.0 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2252'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, 0.5 MILE
 GA2252'WEST OF A ROAD JUNCTION, 500 FEET SOUTH OF A HOUSE AT THE TOP
 GA2252'OF A RIDGE, AT THE BOTTOM OF A STEEP INCLINE, 300 FEET NORTHEAST
 GA2252'OF A POND, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 60
 GA2252'FEET EAST OF A GATE, AT A FENCE CORNER ON POINT OF SMALL
 GA2252'RIDGE AND FLUSH WITH GROUND.  A STANDARD DISK, STAMPED L 132
 GA2252'1936 AND SET IN THE TOP OF A CONCRETE POST.  STEEL POST
 GA2252'WITH CONTROL-MARKER SIGN SET 1.5 FEET SOUTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1693 ***********************************************************************
 FE1693  DESIGNATION -  L 134
 FE1693  PID         -  FE1693
 FE1693  STATE/COUNTY-  TN/LAUDERDALE
 FE1693  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1693
 FE1693                         *CURRENT SURVEY CONTROL
 FE1693  ___________________________________________________________________
 FE1693* NAD 83(1986)-  35 46 45.     (N)    089 30 07.     (W)     SCALED    
 FE1693* NAVD 88     -       108.201  (meters)     354.99   (feet)  ADJUSTED  
 FE1693  ___________________________________________________________________
 FE1693  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1693  DYNAMIC HT  -         108.108 (meters)     354.68  (feet)  COMP
 FE1693  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 FE1693
 FE1693  VERT ORDER  -  SECOND    CLASS 0
 FE1693
 FE1693.The horizontal coordinates were scaled from a topographic map and have
 FE1693.an estimated accuracy of +/- 6 seconds.
 FE1693
 FE1693.The orthometric height was determined by differential leveling
 FE1693.and adjusted by the National Geodetic Survey in June 1991..
 FE1693
 FE1693.The geoid height was determined by GEOID03.
 FE1693
 FE1693.The dynamic height is computed by dividing the NAVD 88
 FE1693.geopotential number by the normal gravity value computed on the
 FE1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1693.degrees latitude (g = 980.6199 gals.).
 FE1693
 FE1693.The modeled gravity was interpolated from observed gravity values.
 FE1693
 FE1693;                    North         East    Units  Estimated Accuracy
 FE1693;SPC TN       -   166,080.      283,460.      MT  (+/- 180 meters Scaled)
 FE1693
 FE1693                          SUPERSEDED SURVEY CONTROL
 FE1693
 FE1693  NGVD 29 (??/??/??)  108.182  (m)          354.93   (f) ADJUSTED    2 0
 FE1693
 FE1693.Superseded values are not recommended for survey control.
 FE1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1693.See file dsdata.txt to determine how the superseded data were derived.
 FE1693
 FE1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE738623(NAD 83)
 FE1693_MARKER: DB = BENCH MARK DISK
 FE1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1693_SP_SET: OVERPASS
 FE1693_STAMPING: L 134 1957
 FE1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1693
 FE1693  HISTORY     - Date     Condition        Report By
 FE1693  HISTORY     - 1957     MONUMENTED       CGS
 FE1693
 FE1693                          STATION DESCRIPTION
 FE1693
 FE1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1693'2.6 MI NE FROM RIPLEY.
 FE1693'ABOUT 2.6 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1693'FROM THE STATION AT RIPLEY, ABOUT 5 RAILS SOUTH OF MILE POST
 FE1693'335, 186 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTH BOUND
 FE1693'TRACK, 199 FEET SOUTHEAST OF SIGNAL NO. J 335, IN THE TOP OF THE
 FE1693'CENTER OF BOTTOM STEP OF THE NORTHEAST WING WALL OF OVERPASS
 FE1693'NO. J 335-1 OVER AN OLD ROAD ON THE NORTH BOUND TRACK, ABOUT
 FE1693'15 FEET BELOW LEVEL OF NORTH BOUND TRACK AND ABOUT 3 FEET ABOVE
 FE1693'LEVEL OF SOUTH BOUND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0813 ***********************************************************************
 GD0813  DESIGNATION -  L 135
 GD0813  PID         -  GD0813
 GD0813  STATE/COUNTY-  TN/DYER
 GD0813  USGS QUAD   -  DYERSBURG (1983)
 GD0813
 GD0813                         *CURRENT SURVEY CONTROL
 GD0813  ___________________________________________________________________
 GD0813* NAD 83(1986)-  36 02 12.     (N)    089 23 34.     (W)     SCALED    
 GD0813* NAVD 88     -        93.276  (meters)     306.02   (feet)  ADJUSTED  
 GD0813  ___________________________________________________________________
 GD0813  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0813  DYNAMIC HT  -          93.197 (meters)     305.76  (feet)  COMP
 GD0813  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0813
 GD0813  VERT ORDER  -  FIRST     CLASS I
 GD0813
 GD0813.The horizontal coordinates were scaled from a topographic map and have
 GD0813.an estimated accuracy of +/- 6 seconds.
 GD0813
 GD0813.The orthometric height was determined by differential leveling
 GD0813.and adjusted by the National Geodetic Survey in June 1991..
 GD0813
 GD0813.The geoid height was determined by GEOID03.
 GD0813
 GD0813.The dynamic height is computed by dividing the NAVD 88
 GD0813.geopotential number by the normal gravity value computed on the
 GD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0813.degrees latitude (g = 980.6199 gals.).
 GD0813
 GD0813.The modeled gravity was interpolated from observed gravity values.
 GD0813
 GD0813;                    North         East    Units  Estimated Accuracy
 GD0813;SPC TN       -   194,280.      294,310.      MT  (+/- 180 meters Scaled)
 GD0813
 GD0813                          SUPERSEDED SURVEY CONTROL
 GD0813
 GD0813  NGVD 29 (??/??/??)   93.204  (m)          305.79   (f) ADJUSTED    1 1
 GD0813
 GD0813.Superseded values are not recommended for survey control.
 GD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0813.See file dsdata.txt to determine how the superseded data were derived.
 GD0813
 GD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE844906(NAD 83)
 GD0813_MARKER: DB = BENCH MARK DISK
 GD0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0813_SP_SET: BUILDING
 GD0813_STAMPING: L 135 1957
 GD0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0813
 GD0813  HISTORY     - Date     Condition        Report By
 GD0813  HISTORY     - 1957     MONUMENTED       CGS
 GD0813  HISTORY     - 1974     GOOD             NGS
 GD0813  HISTORY     - 20020730 POOR             USACE
 GD0813
 GD0813                          STATION DESCRIPTION
 GD0813
 GD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0813'IN DYERSBURG.
 GD0813'AT DYERSBURG, 0.15 MILE NORTH ALONG NORTH MILL STREET FROM THE
 GD0813'COURTHOUSE, THENCE 0.50 MILE WEST AND NORTH ALONG STATE HIGHWAY 78,
 GD0813'SET VERTICALLY IN THE NORTH FACE OF THE BRICK PART OF A GARAGE. INSIDE
 GD0813'THE NEW PART OF THE GARAGE OF THE MOORE MOTOR SALES BUILDING (OLDS
 GD0813'GARAGE), 126.7 FEET EAST OF CENTER LINE OF HIGHWAY 78, 65.5 FEET EAST
 GD0813'OF THE WEST ENTRANCE TO GARAGE, 35.8 FEET WEST OF THE EAST ENTRANCE TO
 GD0813'GARAGE, 4.3 FEET ABOVE GARAGE FLOOR.
 GD0813
 GD0813                          STATION RECOVERY (2002)
 GD0813
 GD0813'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0813'MARK DESTROYED BECAUSE MOTOT COMPANY BUILDING TORN DOWN AND
 GD0813'CONVENIENCE STORE OCCUPIES SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0834 ***********************************************************************
 FC0834  DESIGNATION -  L 15
 FC0834  PID         -  FC0834
 FC0834  STATE/COUNTY-  TN/MEIGS
 FC0834  USGS QUAD   -  DECATUR (1973)
 FC0834
 FC0834                         *CURRENT SURVEY CONTROL
 FC0834  ___________________________________________________________________
 FC0834* NAD 83(1986)-  35 30 52.     (N)    084 47 14.     (W)     SCALED    
 FC0834* NAVD 88     -       231.586  (meters)     759.80   (feet)  ADJUSTED  
 FC0834  ___________________________________________________________________
 FC0834  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0834  DYNAMIC HT  -         231.363 (meters)     759.06  (feet)  COMP
 FC0834  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FC0834
 FC0834  VERT ORDER  -  SECOND    CLASS 0
 FC0834
 FC0834.The horizontal coordinates were scaled from a topographic map and have
 FC0834.an estimated accuracy of +/- 6 seconds.
 FC0834
 FC0834.The orthometric height was determined by differential leveling
 FC0834.and adjusted by the National Geodetic Survey in June 1991..
 FC0834
 FC0834.The geoid height was determined by GEOID03.
 FC0834
 FC0834.The dynamic height is computed by dividing the NAVD 88
 FC0834.geopotential number by the normal gravity value computed on the
 FC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0834.degrees latitude (g = 980.6199 gals.).
 FC0834
 FC0834.The modeled gravity was interpolated from observed gravity values.
 FC0834
 FC0834;                    North         East    Units  Estimated Accuracy
 FC0834;SPC TN       -   131,730.      710,010.      MT  (+/- 180 meters Scaled)
 FC0834
 FC0834                          SUPERSEDED SURVEY CONTROL
 FC0834
 FC0834  NGVD 29 (??/??/92)  231.657  (m)          760.03   (f) ADJ UNCH    2 0
 FC0834
 FC0834.Superseded values are not recommended for survey control.
 FC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0834.See file dsdata.txt to determine how the superseded data were derived.
 FC0834
 FC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE006323(NAD 83)
 FC0834_MARKER: DB = BENCH MARK DISK
 FC0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0834_SP_SET: CULVERT
 FC0834_STAMPING: L 15 1933
 FC0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0834+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 FC0834
 FC0834  HISTORY     - Date     Condition        Report By
 FC0834  HISTORY     - 1933     MONUMENTED       CGS
 FC0834  HISTORY     - 1949     GOOD             NGS
 FC0834  HISTORY     - 20040607 GOOD             INDIV
 FC0834
 FC0834                          STATION DESCRIPTION
 FC0834
 FC0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0834'0.2 MI E FROM DECATUR.
 FC0834'0.2 MILE EAST ALONG STATE HIGHWAY 30 FROM THE COUNTY COURTHOUSE
 FC0834'AT DECATUR, MEIGS COUNTY, AND IN THE TOP OF THE EAST END OF THE
 FC0834'SOUTH HEADWALL OF A SMALL CONCRETE CULVERT.  A STANDARD DISK,
 FC0834'STAMPED L 15 1933.
 FC0834
 FC0834                          STATION RECOVERY (2004)
 FC0834
 FC0834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEL)
 FC0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1784 ***********************************************************************
 FE1784  DESIGNATION -  L 151 RESET
 FE1784  PID         -  FE1784
 FE1784  STATE/COUNTY-  TN/LAUDERDALE
 FE1784  USGS QUAD   -  GOLDDUST (1983)
 FE1784
 FE1784                         *CURRENT SURVEY CONTROL
 FE1784  ___________________________________________________________________
 FE1784* NAD 83(1986)-  35 44 20.     (N)    089 50 18.     (W)     SCALED    
 FE1784* NAVD 88     -        77.08   (+/-2cm)     252.9    (feet)  VERTCON   
 FE1784  ___________________________________________________________________
 FE1784  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1784
 FE1784  VERT ORDER  -  ? (See Below)
 FE1784
 FE1784.The horizontal coordinates were scaled from a topographic map and have
 FE1784.an estimated accuracy of +/- 6 seconds.
 FE1784
 FE1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1784.The vertical order pertains to the NGVD 29 superseded value.
 FE1784
 FE1784.The geoid height was determined by GEOID03.
 FE1784
 FE1784;                    North         East    Units  Estimated Accuracy
 FE1784;SPC TN       -   162,750.      252,890.      MT  (+/- 180 meters Scaled)
 FE1784
 FE1784                          SUPERSEDED SURVEY CONTROL
 FE1784
 FE1784  NGVD 29 (??/??/??)   77.048  (m)          252.78   (f) ADJUSTED    ?  
 FE1784
 FE1784.Superseded values are not recommended for survey control.
 FE1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1784.See file dsdata.txt to determine how the superseded data were derived.
 FE1784
 FE1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE433587(NAD 83)
 FE1784_MARKER: DD = SURVEY DISK
 FE1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1784_STAMPING: L 151 1943 RESET 1957
 FE1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1784+STABILITY: SURFACE MOTION
 FE1784
 FE1784  HISTORY     - Date     Condition        Report By
 FE1784  HISTORY     - 1957     MONUMENTED       DOD
 FE1784
 FE1784                          STATION DESCRIPTION
 FE1784
 FE1784'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 FE1784'AT GOLDDUST.
 FE1784'AT GOLDDUST, AT STATION 103+75 ON THE KEYES POINT REVETMENT
 FE1784'BASE LINE, 450 FEET FROM THE TOP BANK OF THE MISSISSIPPI RIVER,
 FE1784'120 FEET SOUTH OF A RED FARMHOUSE, 100 FEET NORTH OF AN UNPAINTED
 FE1784'FARMHOUSE, 94 FEET DOWNSTREAM FROM A 28-INCH WALNUT TREE, 30
 FE1784'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 4 FEET SOUTH OF A
 FE1784'WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1784'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0473 ***********************************************************************
 FE0473  DESIGNATION -  L 154
 FE0473  PID         -  FE0473
 FE0473  STATE/COUNTY-  TN/MCNAIRY
 FE0473  USGS QUAD   -  CHEWALLA (1983)
 FE0473
 FE0473                         *CURRENT SURVEY CONTROL
 FE0473  ___________________________________________________________________
 FE0473* NAD 83(1986)-  35 02 28.     (N)    088 44 26.     (W)     SCALED    
 FE0473* NAVD 88     -       118.554  (meters)     388.96   (feet)  ADJUSTED  
 FE0473  ___________________________________________________________________
 FE0473  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0473  DYNAMIC HT  -         118.441 (meters)     388.59  (feet)  COMP
 FE0473  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FE0473
 FE0473  VERT ORDER  -  FIRST     CLASS II
 FE0473
 FE0473.The horizontal coordinates were scaled from a topographic map and have
 FE0473.an estimated accuracy of +/- 6 seconds.
 FE0473
 FE0473.The orthometric height was determined by differential leveling
 FE0473.and adjusted by the National Geodetic Survey in June 1991..
 FE0473
 FE0473.The geoid height was determined by GEOID03.
 FE0473
 FE0473.The dynamic height is computed by dividing the NAVD 88
 FE0473.geopotential number by the normal gravity value computed on the
 FE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0473.degrees latitude (g = 980.6199 gals.).
 FE0473
 FE0473.The modeled gravity was interpolated from observed gravity values.
 FE0473
 FE0473;                    North         East    Units  Estimated Accuracy
 FE0473;SPC TN       -    82,030.      349,970.      MT  (+/- 180 meters Scaled)
 FE0473
 FE0473                          SUPERSEDED SURVEY CONTROL
 FE0473
 FE0473  NGVD 29 (??/??/??)  118.536  (m)          388.90   (f) ADJUSTED    1 2
 FE0473
 FE0473.Superseded values are not recommended for survey control.
 FE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0473.See file dsdata.txt to determine how the superseded data were derived.
 FE0473
 FE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD412789(NAD 83)
 FE0473_MARKER: DB = BENCH MARK DISK
 FE0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0473_SP_SET: CONCRETE BASE
 FE0473_STAMPING: L 154 1944
 FE0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0473
 FE0473  HISTORY     - Date     Condition        Report By
 FE0473  HISTORY     - 1944     MONUMENTED       CGS
 FE0473
 FE0473                          STATION DESCRIPTION
 FE0473
 FE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0473'3.8 MI E FROM POCAHONTAS.
 FE0473'IN MCNAIRY  COUNTY, 3.8 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0473'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0473'4737 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE,
 FE0473'9.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL
 FE0473'WITH THE TRACK.  A STANDARD DISK, STAMPED L 154 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0923 ***********************************************************************
 GD0923  DESIGNATION -  L 154
 GD0923  PID         -  GD0923
 GD0923  STATE/COUNTY-  TN/DYER
 GD0923  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0923
 GD0923                         *CURRENT SURVEY CONTROL
 GD0923  ___________________________________________________________________
 GD0923* NAD 83(1986)-  36 03 44.     (N)    089 30 08.     (W)     SCALED    
 GD0923* NAVD 88     -        84.278  (meters)     276.50   (feet)  ADJUSTED  
 GD0923  ___________________________________________________________________
 GD0923  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0923  DYNAMIC HT  -          84.207 (meters)     276.27  (feet)  COMP
 GD0923  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GD0923
 GD0923  VERT ORDER  -  SECOND    CLASS 0
 GD0923
 GD0923.The horizontal coordinates were scaled from a topographic map and have
 GD0923.an estimated accuracy of +/- 6 seconds.
 GD0923
 GD0923.The orthometric height was determined by differential leveling
 GD0923.and adjusted by the National Geodetic Survey in June 1991..
 GD0923
 GD0923.The geoid height was determined by GEOID03.
 GD0923
 GD0923.The dynamic height is computed by dividing the NAVD 88
 GD0923.geopotential number by the normal gravity value computed on the
 GD0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0923.degrees latitude (g = 980.6199 gals.).
 GD0923
 GD0923.The modeled gravity was interpolated from observed gravity values.
 GD0923
 GD0923;                    North         East    Units  Estimated Accuracy
 GD0923;SPC TN       -   197,460.      284,560.      MT  (+/- 180 meters Scaled)
 GD0923
 GD0923                          SUPERSEDED SURVEY CONTROL
 GD0923
 GD0923  NGVD 29 (??/??/??)   84.201  (m)          276.25   (f) ADJUSTED    2 0
 GD0923
 GD0923.Superseded values are not recommended for survey control.
 GD0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0923.See file dsdata.txt to determine how the superseded data were derived.
 GD0923
 GD0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE746937(NAD 83)
 GD0923_MARKER: DB = BENCH MARK DISK
 GD0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0923_STAMPING: L 154 1943
 GD0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0923+STABILITY: SURFACE MOTION
 GD0923
 GD0923  HISTORY     - Date     Condition        Report By
 GD0923  HISTORY     - 1943     MONUMENTED       CGS
 GD0923  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0923
 GD0923                          STATION DESCRIPTION
 GD0923
 GD0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0923'1.9 MI S FROM LENOX.
 GD0923'1.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0923'CROSSING OF A GRAVEL ROAD AT LENOX, 2.3 MILES NORTHWEST OF THE
 GD0923'STATION AT FINLEY, 200 FEET WEST OF A NORTH-AND-SOUTH GRAVEL
 GD0923'ROAD, AT A ROAD CROSSING, 23 FEET EAST OF THE CENTERLINE OF THE
 GD0923'TRACK, 11 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 32 FEET
 GD0923'SOUTH OF A TELEPHONE POLE AT THE POINT WHERE AN EAST-AND-WEST
 GD0923'LINE OF POLES CROSSES THE NORTH-AND-SOUTH LINE, AT THE EDGE OF
 GD0923'THICK UNDERBRUSH, IN LINE WITH THE NORTH-AND-SOUTH TELEPHONE
 GD0923'LINE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 GD0923'STANDARD DISK, STAMPED L 154 1943 AND SET IN THE TOP OF A
 GD0923'CONCRETE POST.
 GD0923
 GD0923                          STATION RECOVERY (2002)
 GD0923
 GD0923'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1144 ***********************************************************************
 FE1144  DESIGNATION -  L 157
 FE1144  PID         -  FE1144
 FE1144  STATE/COUNTY-  TN/FAYETTE
 FE1144  USGS QUAD   -  ROSSVILLE (1981)
 FE1144
 FE1144                         *CURRENT SURVEY CONTROL
 FE1144  ___________________________________________________________________
 FE1144* NAD 83(1986)-  35 02 42.     (N)    089 37 16.     (W)     SCALED    
 FE1144* NAVD 88     -       110.613  (meters)     362.90   (feet)  ADJUSTED  
 FE1144  ___________________________________________________________________
 FE1144  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1144  DYNAMIC HT  -         110.509 (meters)     362.56  (feet)  COMP
 FE1144  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FE1144
 FE1144  VERT ORDER  -  FIRST     CLASS II
 FE1144
 FE1144.The horizontal coordinates were scaled from a topographic map and have
 FE1144.an estimated accuracy of +/- 6 seconds.
 FE1144
 FE1144.The orthometric height was determined by differential leveling
 FE1144.and adjusted by the National Geodetic Survey in June 1991..
 FE1144
 FE1144.The geoid height was determined by GEOID03.
 FE1144
 FE1144.The dynamic height is computed by dividing the NAVD 88
 FE1144.geopotential number by the normal gravity value computed on the
 FE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1144.degrees latitude (g = 980.6199 gals.).
 FE1144
 FE1144.The modeled gravity was interpolated from observed gravity values.
 FE1144
 FE1144;                    North         East    Units  Estimated Accuracy
 FE1144;SPC TN       -    85,070.      269,680.      MT  (+/- 180 meters Scaled)
 FE1144
 FE1144                          SUPERSEDED SURVEY CONTROL
 FE1144
 FE1144  NGVD 29 (??/??/??)  110.557  (m)          362.72   (f) ADJUSTED    1 2
 FE1144
 FE1144.Superseded values are not recommended for survey control.
 FE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1144.See file dsdata.txt to determine how the superseded data were derived.
 FE1144
 FE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD609811(NAD 83)
 FE1144_MARKER: DB = BENCH MARK DISK
 FE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1144_STAMPING: L 157 1944
 FE1144_MARK LOGO: CGS   
 FE1144_PROJECTION: FLUSH
 FE1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1144+STABILITY: SURFACE MOTION
 FE1144
 FE1144  HISTORY     - Date     Condition        Report By
 FE1144  HISTORY     - 1944     MONUMENTED       CGS
 FE1144  HISTORY     - 1965     GOOD             CGS
 FE1144  HISTORY     - 1983     GOOD             NGS
 FE1144  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE1144
 FE1144                          STATION DESCRIPTION
 FE1144
 FE1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1144'4.4 MI W FROM ROSSVILLE.
 FE1144'ABOUT 4.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1144'AT ROSSVILLE, FAYETTE COUNTY, ABOUT 0.4 MILE WEST OF STATE
 FE1144'HIGHWAY 57 OVERPASS, AT A ROAD CROSSING, 57 FEET WEST OF THE
 FE1144'CENTERLINE OF THE ROAD, 28.5 FEET NORTH OF THE CENTERLINE OF THE
 FE1144'TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3
 FE1144'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 157 1944
 FE1144'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 FE1144'ABOVE THE GROUND.  NOTE-- IT IS NOW LOCATED IN THE DRIVING LANE
 FE1144'OF A DIRT ROAD AND VEHICLES PASS OVER IT.
 FE1144
 FE1144                          STATION RECOVERY (1983)
 FE1144
 FE1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1144'RECOVERED IN GOOD CONDITION.  NOTE, ADD 15.7 METERS (51.6 FT)
 FE1144'NORTHEAST OF THE NORTHEAST CORNER OF A RAILROAD SWITCH BOX,
 FE1144'12.7 METERS (41.7 FT) EAST-NORTHEAST OF A RAILROAD SIGNAL BASE, AND
 FE1144'0.61 METERS (2.0 FT) NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 FE1144'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 FE1144'THE MARK IS 0.61 M ABOVE RAILROAD TRACKS.
 FE1144
 FE1144                          STATION RECOVERY (2002)
 FE1144
 FE1144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1144'ROAD HAS BEEN GRADED AND GRAVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1988 ***********************************************************************
 GA1988  DESIGNATION -  L 157
 GA1988  PID         -  GA1988
 GA1988  STATE/COUNTY-  TN/JEFFERSON
 GA1988  USGS QUAD   -  WHITE PINE (1961)
 GA1988
 GA1988                         *CURRENT SURVEY CONTROL
 GA1988  ___________________________________________________________________
 GA1988* NAD 83(1986)-  36 05 49.     (N)    083 17 33.     (W)     SCALED    
 GA1988* NAVD 88     -       346.16   (+/-2cm)    1135.7    (feet)  VERTCON   
 GA1988  ___________________________________________________________________
 GA1988  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1988
 GA1988  VERT ORDER  -  ? (See Below)
 GA1988
 GA1988.The horizontal coordinates were scaled from a topographic map and have
 GA1988.an estimated accuracy of +/- 6 seconds.
 GA1988
 GA1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1988.The vertical order pertains to the NGVD 29 superseded value.
 GA1988
 GA1988.The geoid height was determined by GEOID03.
 GA1988
 GA1988;                    North         East    Units  Estimated Accuracy
 GA1988;SPC TN       -   199,040.      843,780.      MT  (+/- 180 meters Scaled)
 GA1988
 GA1988                          SUPERSEDED SURVEY CONTROL
 GA1988
 GA1988  NGVD 29 (??/??/92)  346.310  (m)         1136.19   (f) ADJ UNCH    ?  
 GA1988
 GA1988.Superseded values are not recommended for survey control.
 GA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1988.See file dsdata.txt to determine how the superseded data were derived.
 GA1988
 GA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV936971(NAD 83)
 GA1988_MARKER: DD = SURVEY DISK
 GA1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1988+STABILITY: SURFACE MOTION
 GA1988
 GA1988  HISTORY     - Date     Condition        Report By
 GA1988  HISTORY     - UNK      MONUMENTED       TVA
 GA1988  HISTORY     - 1937     GOOD             TVA
 GA1988
 GA1988                          STATION DESCRIPTION
 GA1988
 GA1988'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1988'1 MI SW FROM WHITE PINE.
 GA1988'1.0 MILE SOUTHWEST ALONG THE NINA COUNTY ROAD (DANDRIDGE PIKE)
 GA1988'FROM THE INTERSECTION OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON
 GA1988'COUNTY, AT THE INTERSECTION OF THE MT. CHUCKY-MOSSY CREEK COUNTY
 GA1988'ROAD, ON THE ROSS NICHOLS PROPERTY, IN AN OAK GROVE IN THE SOUTHEAST
 GA1988'CORNER OF THE INTERSECTION, 500 FEET NORTH OF A TWO-STORY FARMHOUSE,
 GA1988'450 FEET WEST OF A LARGE BARN, 150 FEET EAST OF A LONE
 GA1988'12-INCH HOLLY TREE AT THE NORTHWEST CORNER OF THE ROAD INTERSECTION,
 GA1988'150 FEET SOUTHWEST OF A ONE-AND-ONE-HALF STORY FARMHOUSE IN A
 GA1988'MAPLE GROVE, 130 FEET SOUTHEAST OF THE CROSS ROADS, 90 FEET SOUTH
 GA1988'OF A GUY POLE, 60 FEET EAST OF AN OLD WELL, 40.6 FEET SOUTHEAST OF
 GA1988'A 5-INCH WALNUT TREE, 34.8 FEET NORTHEAST OF AN 8-INCH SYCAMORE
 GA1988'TREE, AND 28 FEET NORTHWEST OF AN 18-INCH FORKED TREE.  A TENNESSEE
 GA1988'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0527 ***********************************************************************
 FE0527  DESIGNATION -  L 158
 FE0527  PID         -  FE0527
 FE0527  STATE/COUNTY-  TN/MCNAIRY
 FE0527  USGS QUAD   -  PURDY (1984)
 FE0527
 FE0527                         *CURRENT SURVEY CONTROL
 FE0527  ___________________________________________________________________
 FE0527* NAD 83(1986)-  35 13 23.     (N)    088 36 03.     (W)     SCALED    
 FE0527* NAVD 88     -       137.193  (meters)     450.11   (feet)  ADJUSTED  
 FE0527  ___________________________________________________________________
 FE0527  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0527  DYNAMIC HT  -         137.066 (meters)     449.69  (feet)  COMP
 FE0527  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FE0527
 FE0527  VERT ORDER  -  FIRST     CLASS II
 FE0527
 FE0527.The horizontal coordinates were scaled from a topographic map and have
 FE0527.an estimated accuracy of +/- 6 seconds.
 FE0527
 FE0527.The orthometric height was determined by differential leveling
 FE0527.and adjusted by the National Geodetic Survey in June 1991..
 FE0527
 FE0527.The geoid height was determined by GEOID03.
 FE0527
 FE0527.The dynamic height is computed by dividing the NAVD 88
 FE0527.geopotential number by the normal gravity value computed on the
 FE0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0527.degrees latitude (g = 980.6199 gals.).
 FE0527
 FE0527.The modeled gravity was interpolated from observed gravity values.
 FE0527
 FE0527;                    North         East    Units  Estimated Accuracy
 FE0527;SPC TN       -   101,860.      363,250.      MT  (+/- 180 meters Scaled)
 FE0527
 FE0527                          SUPERSEDED SURVEY CONTROL
 FE0527
 FE0527  NGVD 29 (??/??/??)  137.193  (m)          450.11   (f) ADJUSTED    1 2
 FE0527
 FE0527.Superseded values are not recommended for survey control.
 FE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0527.See file dsdata.txt to determine how the superseded data were derived.
 FE0527
 FE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD543989(NAD 83)
 FE0527_MARKER: DB = BENCH MARK DISK
 FE0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0527_STAMPING: L 158 1944
 FE0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0527+STABILITY: SURFACE MOTION
 FE0527
 FE0527  HISTORY     - Date     Condition        Report By
 FE0527  HISTORY     - 1944     MONUMENTED       CGS
 FE0527  HISTORY     - 1948     GOOD             CGS
 FE0527  HISTORY     - 19880408 GOOD             USPSQD
 FE0527
 FE0527                          STATION DESCRIPTION
 FE0527
 FE0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0527'0.8 MI S FROM BETHEL SPRINGS.
 FE0527'ABOUT 0.8 MILE SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0527'FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.15 MILE SOUTH OF
 FE0527'A SIGN BETHEL SPRINGS CORPORATION LIMITS, 118 YARDS NORTH OF
 FE0527'BLOCK SIGNAL NO. 351/8, 93 YARDS NORTH OF THE SOUTH END OF THE
 FE0527'BETHEL SPRINGS SIDING, 142.3 FEET SOUTHEAST OF MILE POST 352, AT
 FE0527'A FIELD ROAD CROSSING, 45 FEET EAST OF THE EAST RAIL OF THE MAIN
 FE0527'TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 7 FEET SOUTH OF
 FE0527'THE SOUTH POST OF A GATE, 28.5 FEET EAST OF A TELEPHONE POLE, 2
 FE0527'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 FE0527'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FE0527'INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET NORTH OF MARKER.
 FE0527
 FE0527                          STATION RECOVERY (1988)
 FE0527
 FE0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVH)
 FE0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0488 ***********************************************************************
 FE0488  DESIGNATION -  L 159
 FE0488  PID         -  FE0488
 FE0488  STATE/COUNTY-  TN/CHESTER
 FE0488  USGS QUAD   -  HENDERSON (1983)
 FE0488
 FE0488                         *CURRENT SURVEY CONTROL
 FE0488  ___________________________________________________________________
 FE0488* NAD 83(1986)-  35 28 32.     (N)    088 41 20.     (W)     SCALED    
 FE0488* NAVD 88     -       116.740  (meters)     383.00   (feet)  ADJUSTED  
 FE0488  ___________________________________________________________________
 FE0488  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0488  DYNAMIC HT  -         116.634 (meters)     382.66  (feet)  COMP
 FE0488  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 FE0488
 FE0488  VERT ORDER  -  FIRST     CLASS II
 FE0488
 FE0488.The horizontal coordinates were scaled from a topographic map and have
 FE0488.an estimated accuracy of +/- 6 seconds.
 FE0488
 FE0488.The orthometric height was determined by differential leveling
 FE0488.and adjusted by the National Geodetic Survey in June 1991..
 FE0488
 FE0488.The geoid height was determined by GEOID03.
 FE0488
 FE0488.The dynamic height is computed by dividing the NAVD 88
 FE0488.geopotential number by the normal gravity value computed on the
 FE0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0488.degrees latitude (g = 980.6199 gals.).
 FE0488
 FE0488.The modeled gravity was interpolated from observed gravity values.
 FE0488
 FE0488;                    North         East    Units  Estimated Accuracy
 FE0488;SPC TN       -   130,080.      356,000.      MT  (+/- 180 meters Scaled)
 FE0488
 FE0488                          SUPERSEDED SURVEY CONTROL
 FE0488
 FE0488  NGVD 29 (??/??/??)  116.764  (m)          383.08   (f) ADJUSTED    1 2
 FE0488
 FE0488.Superseded values are not recommended for survey control.
 FE0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0488.See file dsdata.txt to determine how the superseded data were derived.
 FE0488
 FE0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE467270(NAD 83)
 FE0488_MARKER: DB = BENCH MARK DISK
 FE0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0488_STAMPING: L 159 1944
 FE0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0488+STABILITY: SURFACE MOTION
 FE0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0488+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0488
 FE0488  HISTORY     - Date     Condition        Report By
 FE0488  HISTORY     - 1944     MONUMENTED       CGS
 FE0488  HISTORY     - 1948     GOOD             CGS
 FE0488  HISTORY     - 1972     GOOD             TVA
 FE0488  HISTORY     - 20020920 GOOD             USACE
 FE0488
 FE0488                          STATION DESCRIPTION
 FE0488
 FE0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0488'3.9 MI NW FROM HENDERSON.
 FE0488'ABOUT 3.9 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0488'RAILROAD FROM THE STATION AT HENDERSON, ABOUT 0.3 MILE SOUTHEAST
 FE0488'OF MILE POST 373, AT AN EAST-WEST GRAVEL ROAD CROSSING, 24.3
 FE0488'FEET NORTHEAST OF THE NORTHEAST RAIL, 27 FEET SOUTH OF THE
 FE0488'CENTER LINE OF THE GRAVEL ROAD, 11.8 FEET NORTHWEST OF A
 FE0488'TELEPHONE POLE, 44 FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE
 FE0488'POLE NO. 3346, 109 FEET NORTHWEST OF BLOCK SIGNAL NO. 372.8, 3
 FE0488'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 FE0488'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0488'4 INCHES.  MARK IS 2.1 MILES SOUTHEAST OF THE STATION AT PINSON.
 FE0488'NOTE-- WHITE WOOD WITNESS POST GONE.  STEEL POST AND SIGN SET
 FE0488'1 FT E FROM MONUMENT.  MONUMENT IS ACROSS TRACK FROM SONOCO
 FE0488'PRODUCTS CO. CAN DIV. PLANT.  ROAD IS NOW BLACKTOP.
 FE0488
 FE0488                          STATION RECOVERY (1972)
 FE0488
 FE0488'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0488'RECOVERED IN GOOD CONDITION.
 FE0488
 FE0488                          STATION RECOVERY (2002)
 FE0488
 FE0488'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0488'ROAD CROSSING IS OLD JACKSON RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0343 ***********************************************************************
 FC0343  DESIGNATION -  L 16
 FC0343  PID         -  FC0343
 FC0343  STATE/COUNTY-  TN/POLK
 FC0343  USGS QUAD   -  FARNER (1978)
 FC0343
 FC0343                         *CURRENT SURVEY CONTROL
 FC0343  ___________________________________________________________________
 FC0343* NAD 83(1986)-  35 10 53.     (N)    084 18 13.     (W)     SCALED    
 FC0343* NAVD 88     -       388.075  (meters)    1273.21   (feet)  ADJUSTED  
 FC0343  ___________________________________________________________________
 FC0343  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC0343  DYNAMIC HT  -         387.679 (meters)    1271.91  (feet)  COMP
 FC0343  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 FC0343
 FC0343  VERT ORDER  -  SECOND    CLASS 0
 FC0343
 FC0343.The horizontal coordinates were scaled from a topographic map and have
 FC0343.an estimated accuracy of +/- 6 seconds.
 FC0343
 FC0343.The orthometric height was determined by differential leveling
 FC0343.and adjusted by the National Geodetic Survey in June 1991..
 FC0343
 FC0343.The geoid height was determined by GEOID03.
 FC0343
 FC0343.The dynamic height is computed by dividing the NAVD 88
 FC0343.geopotential number by the normal gravity value computed on the
 FC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0343.degrees latitude (g = 980.6199 gals.).
 FC0343
 FC0343.The modeled gravity was interpolated from observed gravity values.
 FC0343
 FC0343;                    North         East    Units  Estimated Accuracy
 FC0343;SPC TN       -    95,430.      754,510.      MT  (+/- 180 meters Scaled)
 FC0343
 FC0343                          SUPERSEDED SURVEY CONTROL
 FC0343
 FC0343  NGVD 29 (??/??/92)  388.112  (m)         1273.33   (f) ADJ UNCH    2 0
 FC0343
 FC0343.Superseded values are not recommended for survey control.
 FC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0343.See file dsdata.txt to determine how the superseded data were derived.
 FC0343
 FC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD455964(NAD 83)
 FC0343_MARKER: DB = BENCH MARK DISK
 FC0343_SETTING: 80 = SET IN A BOULDER
 FC0343_STAMPING: L 16 1933
 FC0343_MARK LOGO: CGS   
 FC0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0343+STABILITY: SURFACE MOTION
 FC0343
 FC0343  HISTORY     - Date     Condition        Report By
 FC0343  HISTORY     - 1933     MONUMENTED       CGS
 FC0343  HISTORY     - 1949     GOOD             NGS
 FC0343  HISTORY     - 20000601 SEE DESCRIPTION  NCGS
 FC0343
 FC0343                          STATION DESCRIPTION
 FC0343
 FC0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0343'1.9 MI E FROM APALACHIA.
 FC0343'1.9 MILES EAST ALONG THE LOUSIVILLE AND NASHVILLE RAILROAD FROM
 FC0343'THE STATION AT APALACHIA, POLK COUNTY, 90 FEET EAST OF MILEPOST
 FC0343'L 362, 800 FEET NORTHWEST OF A POINT WHERE THE RAILROAD CROSSES
 FC0343'OVER ITSELF AT A HIGHER ELEVATION, 6.7 FEET SOUTH OF THE SOUTH
 FC0343'RAIL, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK,
 FC0343'STAMPED L 16 1933.
 FC0343
 FC0343                          STATION RECOVERY (2000)
 FC0343
 FC0343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0343'THE STATION WAS NOT FOUND. REFERENCE, (90-FEET EAST OF THE MILEPOST),
 FC0343'WOULD PUT THE MARK IN A LARGE FILL AREA OF THE RAILROAD BED. STATION
 FC0343'WAS LIKELY 90-FEET WEST OF WHERE BOULDERS WERE FOUND ALONG A CUT BANK.
 FC0343'EACH ONE WAS UNCOVERED AND AFTER A 45 MINUTE SEARCH NO EVIDENCE OF
 FC0343'DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0702 ***********************************************************************
 FE0702  DESIGNATION -  L 160
 FE0702  PID         -  FE0702
 FE0702  STATE/COUNTY-  TN/GIBSON
 FE0702  USGS QUAD   -  MEDINA (1981)
 FE0702
 FE0702                         *CURRENT SURVEY CONTROL
 FE0702  ___________________________________________________________________
 FE0702* NAD 83(1986)-  35 48 47.     (N)    088 45 49.     (W)     SCALED    
 FE0702* NAVD 88     -       150.825  (meters)     494.83   (feet)  ADJUSTED  
 FE0702  ___________________________________________________________________
 FE0702  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0702  DYNAMIC HT  -         150.694 (meters)     494.40  (feet)  COMP
 FE0702  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 FE0702
 FE0702  VERT ORDER  -  FIRST     CLASS II
 FE0702
 FE0702.The horizontal coordinates were scaled from a topographic map and have
 FE0702.an estimated accuracy of +/- 6 seconds.
 FE0702
 FE0702.The orthometric height was determined by differential leveling
 FE0702.and adjusted by the National Geodetic Survey in June 1991..
 FE0702
 FE0702.The geoid height was determined by GEOID03.
 FE0702
 FE0702.The dynamic height is computed by dividing the NAVD 88
 FE0702.geopotential number by the normal gravity value computed on the
 FE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0702.degrees latitude (g = 980.6199 gals.).
 FE0702
 FE0702.The modeled gravity was interpolated from observed gravity values.
 FE0702
 FE0702;                    North         East    Units  Estimated Accuracy
 FE0702;SPC TN       -   167,700.      350,280.      MT  (+/- 180 meters Scaled)
 FE0702
 FE0702                          SUPERSEDED SURVEY CONTROL
 FE0702
 FE0702  NGVD 29 (??/??/??)  150.876  (m)          495.00   (f) ADJUSTED    1 2
 FE0702
 FE0702.Superseded values are not recommended for survey control.
 FE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0702.See file dsdata.txt to determine how the superseded data were derived.
 FE0702
 FE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE406646(NAD 83)
 FE0702_MARKER: DB = BENCH MARK DISK
 FE0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0702_STAMPING: L 160 1944
 FE0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0702+STABILITY: SURFACE MOTION
 FE0702
 FE0702  HISTORY     - Date     Condition        Report By
 FE0702  HISTORY     - 1944     MONUMENTED       CGS
 FE0702  HISTORY     - 1948     GOOD             CGS
 FE0702  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0702
 FE0702                          STATION DESCRIPTION
 FE0702
 FE0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0702'1 MI N FROM MEDINA.
 FE0702'ABOUT 1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0702'THE STATION AT MEDINA, AT MILE POST C 456, 39.5 FEET SOUTHEAST
 FE0702'OF THE SOUTHEAST RAIL, 52 FEET SOUTHEAST AND ACROSS THE TRACK
 FE0702'FROM MILE POST C 456, 25 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 FE0702'PARALLELING THE TRACK, AT THE NORTHEAST END OF AN 8-FOOT CUT,
 FE0702'80 FEET SOUTHWEST OF THE NORTHEAST END OF A 40-INCH CONCRETE
 FE0702'PIPE CULVERT UNDER A SHORT RAILROAD FILL, 3 FEET SOUTHWEST OF A
 FE0702'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE
 FE0702'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0702
 FE0702                          STATION RECOVERY (2002)
 FE0702
 FE0702'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0366 ***********************************************************************
 GD0366  DESIGNATION -  L 161
 GD0366  PID         -  GD0366
 GD0366  STATE/COUNTY-  TN/GIBSON
 GD0366  USGS QUAD   -  BRADFORD (1985)
 GD0366
 GD0366                         *CURRENT SURVEY CONTROL
 GD0366  ___________________________________________________________________
 GD0366* NAD 83(1986)-  36 06 45.     (N)    088 48 08.     (W)     SCALED    
 GD0366* NAVD 88     -        97.601  (meters)     320.21   (feet)  ADJUSTED  
 GD0366  ___________________________________________________________________
 GD0366  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0366  DYNAMIC HT  -          97.519 (meters)     319.94  (feet)  COMP
 GD0366  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GD0366
 GD0366  VERT ORDER  -  FIRST     CLASS II
 GD0366
 GD0366.The horizontal coordinates were scaled from a topographic map and have
 GD0366.an estimated accuracy of +/- 6 seconds.
 GD0366
 GD0366.The orthometric height was determined by differential leveling
 GD0366.and adjusted by the National Geodetic Survey in June 1991..
 GD0366
 GD0366.The geoid height was determined by GEOID03.
 GD0366
 GD0366.The dynamic height is computed by dividing the NAVD 88
 GD0366.geopotential number by the normal gravity value computed on the
 GD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0366.degrees latitude (g = 980.6199 gals.).
 GD0366
 GD0366.The modeled gravity was interpolated from observed gravity values.
 GD0366
 GD0366;                    North         East    Units  Estimated Accuracy
 GD0366;SPC TN       -   201,010.      347,750.      MT  (+/- 180 meters Scaled)
 GD0366
 GD0366                          SUPERSEDED SURVEY CONTROL
 GD0366
 GD0366  NGVD 29 (??/??/??)   97.638  (m)          320.33   (f) ADJUSTED    1 2
 GD0366
 GD0366.Superseded values are not recommended for survey control.
 GD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0366.See file dsdata.txt to determine how the superseded data were derived.
 GD0366
 GD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377979(NAD 83)
 GD0366_MARKER: DB = BENCH MARK DISK
 GD0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0366_SP_SET: CONCRETE BASE
 GD0366_STAMPING: L 161 1944
 GD0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0366
 GD0366  HISTORY     - Date     Condition        Report By
 GD0366  HISTORY     - 1944     MONUMENTED       CGS
 GD0366  HISTORY     - 1948     GOOD             CGS
 GD0366  HISTORY     - 1967     GOOD             CGS
 GD0366  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0366
 GD0366                          STATION DESCRIPTION
 GD0366
 GD0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0366'2.6 MI N FROM BRADFORD.
 GD0366'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0366'THE STATION AT BRADFORD, ABOUT 2.9 MILES SOUTH OF THE STATION
 GD0366'AT GREENFIELD, ABOUT 0.35 MILE SOUTH OF MILE POST C 434, 23
 GD0366'YARDS NORTH OF THE NORTH END OF A TRESTLE, 128 YARDS SOUTH OF THE
 GD0366'SOUTH END OF A LONG TRESTLE, SET IN THE TOP OF THE SOUTHWEST
 GD0366'CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 434/4, 7.5 FEET
 GD0366'EAST OF THE EAST RAIL AND ABOUT 0.5 FOOT BELOW THE TRACK.
 GD0366
 GD0366                          STATION RECOVERY (1967)
 GD0366
 GD0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0366'RECOVERED IN GOOD CONDITION.
 GD0366
 GD0366                          STATION RECOVERY (1990)
 GD0366
 GD0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1279 ***********************************************************************
 GA1279  DESIGNATION -  L 162
 GA1279  PID         -  GA1279
 GA1279  STATE/COUNTY-  TN/HAWKINS
 GA1279  USGS QUAD   -  CHURCH HILL (1991)
 GA1279
 GA1279                         *CURRENT SURVEY CONTROL
 GA1279  ___________________________________________________________________
 GA1279* NAD 83(1986)-  36 31 09.     (N)    082 43 40.     (W)     SCALED    
 GA1279* NAVD 88     -       370.260  (meters)    1214.76   (feet)  ADJUSTED  
 GA1279  ___________________________________________________________________
 GA1279  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1279  DYNAMIC HT  -         369.927 (meters)    1213.67  (feet)  COMP
 GA1279  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 GA1279
 GA1279  VERT ORDER  -  FIRST     CLASS I
 GA1279
 GA1279.The horizontal coordinates were scaled from a topographic map and have
 GA1279.an estimated accuracy of +/- 6 seconds.
 GA1279
 GA1279.The orthometric height was determined by differential leveling
 GA1279.and adjusted by the National Geodetic Survey in June 1991..
 GA1279
 GA1279.The geoid height was determined by GEOID03.
 GA1279
 GA1279.The dynamic height is computed by dividing the NAVD 88
 GA1279.geopotential number by the normal gravity value computed on the
 GA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1279.degrees latitude (g = 980.6199 gals.).
 GA1279
 GA1279.The modeled gravity was interpolated from observed gravity values.
 GA1279
 GA1279;                    North         East    Units  Estimated Accuracy
 GA1279;SPC TN       -   247,420.      893,040.      MT  (+/- 180 meters Scaled)
 GA1279
 GA1279                          SUPERSEDED SURVEY CONTROL
 GA1279
 GA1279  NGVD 29 (??/??/92)  370.404  (m)         1215.23   (f) ADJ UNCH    1 1
 GA1279
 GA1279.Superseded values are not recommended for survey control.
 GA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1279.See file dsdata.txt to determine how the superseded data were derived.
 GA1279
 GA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA453429(NAD 83)
 GA1279_MARKER: DB = BENCH MARK DISK
 GA1279_SETTING: 66 = SET IN ROCK OUTCROP
 GA1279_SP_SET: ROCK OUTCROP
 GA1279_STAMPING: L 162 1967
 GA1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1279+STABILITY: POSITION/ELEVATION WELL
 GA1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1279+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003
 GA1279
 GA1279  HISTORY     - Date     Condition        Report By
 GA1279  HISTORY     - 1967     MONUMENTED       CGS
 GA1279  HISTORY     - 20030928 GOOD             GEOCAC
 GA1279
 GA1279                          STATION DESCRIPTION
 GA1279
 GA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1279'1.4 MI W FROM CHURCH HILL.
 GA1279'ABOUT 1.35 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1279'FROM THE STATION AT CHURCH HILL, 0.2 MILE WEST OF MILEPOST 55,
 GA1279'AT THE EAST END OF A CUT FOR THE RAILROAD, 7 FEET SOUTH OF THE
 GA1279'SOUTH RAIL OF THE TRACK, SET IN THE TOP OF A LEDGE AT THE FOOT
 GA1279'OF A ROCK OUTCROP IN THE SOUTH BANK OF THE CUT, 64 FEET SOUTHEAST
 GA1279'AND ACROSS THE TRACK FROM THE 8TH POLE WEST OF MILEPOST 55, ABOUT
 GA1279'1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 FOOT BELOW
 GA1279'THE LEVEL OF THE TRACK.
 GA1279
 GA1279                          STATION RECOVERY (2003)
 GA1279
 GA1279'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1859 ***********************************************************************
 GA1859  DESIGNATION -  L 163
 GA1859  PID         -  GA1859
 GA1859  STATE/COUNTY-  TN/HAMBLEN
 GA1859  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1859
 GA1859                         *CURRENT SURVEY CONTROL
 GA1859  ___________________________________________________________________
 GA1859* NAD 83(1986)-  36 15 21.     (N)    083 11 10.     (W)     SCALED    
 GA1859* NAVD 88     -       389.970  (meters)    1279.43   (feet)  ADJUSTED  
 GA1859  ___________________________________________________________________
 GA1859  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1859  DYNAMIC HT  -         389.615 (meters)    1278.26  (feet)  COMP
 GA1859  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA1859
 GA1859  VERT ORDER  -  FIRST     CLASS I
 GA1859
 GA1859.The horizontal coordinates were scaled from a topographic map and have
 GA1859.an estimated accuracy of +/- 6 seconds.
 GA1859
 GA1859.The orthometric height was determined by differential leveling
 GA1859.and adjusted by the National Geodetic Survey in June 1991..
 GA1859
 GA1859.The geoid height was determined by GEOID03.
 GA1859
 GA1859.The dynamic height is computed by dividing the NAVD 88
 GA1859.geopotential number by the normal gravity value computed on the
 GA1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1859.degrees latitude (g = 980.6199 gals.).
 GA1859
 GA1859.The modeled gravity was interpolated from observed gravity values.
 GA1859
 GA1859;                    North         East    Units  Estimated Accuracy
 GA1859;SPC TN       -   216,940.      852,850.      MT  (+/- 180 meters Scaled)
 GA1859
 GA1859                          SUPERSEDED SURVEY CONTROL
 GA1859
 GA1859  NGVD 29 (??/??/92)  390.114  (m)         1279.90   (f) ADJ UNCH    1 1
 GA1859
 GA1859.Superseded values are not recommended for survey control.
 GA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1859.See file dsdata.txt to determine how the superseded data were derived.
 GA1859
 GA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA035145(NAD 83)
 GA1859_MARKER: DB = BENCH MARK DISK
 GA1859_SETTING: 66 = SET IN ROCK OUTCROP
 GA1859_SP_SET: ROCK OUTCROP
 GA1859_STAMPING: L 163 1967
 GA1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1859+STABILITY: POSITION/ELEVATION WELL
 GA1859
 GA1859  HISTORY     - Date     Condition        Report By
 GA1859  HISTORY     - 1967     MONUMENTED       CGS
 GA1859
 GA1859                          STATION DESCRIPTION
 GA1859
 GA1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1859'0.8 MI E FROM RUSSELLVILLE.
 GA1859'ABOUT 0.25 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 GA1859'AT RUSSELLVILLE, THENCE 0.5 MILE NORTHEAST ALONG THE SOUTHERN
 GA1859'RAILWAY COMPANY RAILROAD, AT THE WEST END OF A CUT FOR THE
 GA1859'RAILROAD, NEAR THE CENTER OF A CURVE IN THE TRACK, 0.15 MILE
 GA1859'WEST OF MILEPOST 82, 16 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 GA1859'SET IN THE TOP AND 3 FEET EAST OF THE WEST END OF A ROCK OUTCROP
 GA1859'IN THE NORTH BANK OF THE CUT, 35 FEET WEST OF A POLE, 10 FEET
 GA1859'SOUTH OF A FENCE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 GA1859'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1587 ***********************************************************************
 GC1587  DESIGNATION -  L 166
 GC1587  PID         -  GC1587
 GC1587  STATE/COUNTY-  TN/STEWART
 GC1587  USGS QUAD   -  STANDING ROCK (1986)
 GC1587
 GC1587                         *CURRENT SURVEY CONTROL
 GC1587  ___________________________________________________________________
 GC1587* NAD 83(1986)-  36 26 47.     (N)    087 58 42.     (W)     SCALED    
 GC1587* NAVD 88     -       169.906  (meters)     557.43   (feet)  ADJUSTED  
 GC1587  ___________________________________________________________________
 GC1587  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1587  DYNAMIC HT  -         169.765 (meters)     556.97  (feet)  COMP
 GC1587  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GC1587
 GC1587  VERT ORDER  -  FIRST     CLASS II
 GC1587
 GC1587.The horizontal coordinates were scaled from a topographic map and have
 GC1587.an estimated accuracy of +/- 6 seconds.
 GC1587
 GC1587.The orthometric height was determined by differential leveling
 GC1587.and adjusted by the National Geodetic Survey in June 1991..
 GC1587
 GC1587.The geoid height was determined by GEOID03.
 GC1587
 GC1587.The dynamic height is computed by dividing the NAVD 88
 GC1587.geopotential number by the normal gravity value computed on the
 GC1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1587.degrees latitude (g = 980.6199 gals.).
 GC1587
 GC1587.The modeled gravity was interpolated from observed gravity values.
 GC1587
 GC1587;                    North         East    Units  Estimated Accuracy
 GC1587;SPC TN       -   236,240.      422,650.      MT  (+/- 180 meters Scaled)
 GC1587
 GC1587                          SUPERSEDED SURVEY CONTROL
 GC1587
 GC1587  NGVD 29 (??/??/92)  169.944  (m)          557.56   (f) ADJ UNCH    1 2
 GC1587
 GC1587.Superseded values are not recommended for survey control.
 GC1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1587.See file dsdata.txt to determine how the superseded data were derived.
 GC1587
 GC1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF123339(NAD 83)
 GC1587_MARKER: DB = BENCH MARK DISK
 GC1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1587_STAMPING: L 166 1947
 GC1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1587+STABILITY: SURFACE MOTION
 GC1587
 GC1587  HISTORY     - Date     Condition        Report By
 GC1587  HISTORY     - 1947     MONUMENTED       CGS
 GC1587  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1587
 GC1587                          STATION DESCRIPTION
 GC1587
 GC1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1587'10.7 MI W FROM DOVER.
 GC1587'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1587'DOVER, THENCE ABOUT 1.0 MILE SOUTH ALONG THE T.V.A. ROAD LEADING
 GC1587'TO MC KINNON, ABOUT 0.4 MILE NORTH OF MULBERRY HILL SCHOOL, AT
 GC1587'THE TOP OF A HILL, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GC1587'ROAD, 51 FEET SOUTHWEST ACROSS THE ROAD FROM A 6-INCH BLAZED
 GC1587'OAK TREE, 8 FEET NORTHWEST OF A 14-INCH BLAZED OAK TREE, 7 FEET
 GC1587'SOUTHEAST OF A 10-INCH BLAZED OAK TREE, 5 FEET NORTHEAST OF A
 GC1587'12-INCH BLAZED OAK TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE
 GC1587'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1587
 GC1587                          STATION RECOVERY (1972)
 GC1587
 GC1587'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0241 ***********************************************************************
 GD0241  DESIGNATION -  L 168
 GD0241  PID         -  GD0241
 GD0241  STATE/COUNTY-  TN/BENTON
 GD0241  USGS QUAD   -  CAMDEN (1984)
 GD0241
 GD0241                         *CURRENT SURVEY CONTROL
 GD0241  ___________________________________________________________________
 GD0241* NAD 83(1986)-  36 01 21.     (N)    088 01 23.     (W)     SCALED    
 GD0241* NAVD 88     -       116.718  (meters)     382.93   (feet)  ADJUSTED  
 GD0241  ___________________________________________________________________
 GD0241  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD0241  DYNAMIC HT  -         116.620 (meters)     382.61  (feet)  COMP
 GD0241  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GD0241
 GD0241  VERT ORDER  -  FIRST     CLASS II
 GD0241
 GD0241.The horizontal coordinates were scaled from a topographic map and have
 GD0241.an estimated accuracy of +/- 6 seconds.
 GD0241
 GD0241.The orthometric height was determined by differential leveling
 GD0241.and adjusted by the National Geodetic Survey in June 1991..
 GD0241
 GD0241.The geoid height was determined by GEOID03.
 GD0241
 GD0241.The dynamic height is computed by dividing the NAVD 88
 GD0241.geopotential number by the normal gravity value computed on the
 GD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0241.degrees latitude (g = 980.6199 gals.).
 GD0241
 GD0241.The modeled gravity was interpolated from observed gravity values.
 GD0241
 GD0241;                    North         East    Units  Estimated Accuracy
 GD0241;SPC TN       -   189,300.      417,670.      MT  (+/- 180 meters Scaled)
 GD0241
 GD0241                          SUPERSEDED SURVEY CONTROL
 GD0241
 GD0241  NGVD 29 (??/??/??)  116.750  (m)          383.04   (f) ADJUSTED    1 2
 GD0241
 GD0241.Superseded values are not recommended for survey control.
 GD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0241.See file dsdata.txt to determine how the superseded data were derived.
 GD0241
 GD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE078869(NAD 83)
 GD0241_MARKER: DB = BENCH MARK DISK
 GD0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0241_STAMPING: L 168 1947
 GD0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0241+STABILITY: SURFACE MOTION
 GD0241
 GD0241  HISTORY     - Date     Condition        Report By
 GD0241  HISTORY     - 1947     MONUMENTED       CGS
 GD0241  HISTORY     - 1969     GOOD             CGS
 GD0241
 GD0241                          STATION DESCRIPTION
 GD0241
 GD0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0241'2.4 MI W FROM NEW JOHNSONVILLE.
 GD0241'THE MARK IS ABOUT 2.4 MILES WEST ALONG THE OLD NASHVILLE,
 GD0241'CHATTANOOGA AND ST. LOUIS RAILROAD STATION IN NEW JOHNSONVILLE
 GD0241'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD), IN THE
 GD0241'SOUTHEAST CORNER OF THE CONCRETE BASE FOR BLOCK SIGNAL 81.8, 18
 GD0241'FEET SOUTH-SOUTHEAST OF TELEGRAPH POLE NO. 3320, 6.3 FEET
 GD0241'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, AND ABOUT LEVEL
 GD0241'WITH THE TRACK.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GD0241'IN THE TOP OF THE CONCRETE BASE AND THE DISK IS STAMPED L 168
 GD0241'1947.  DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0111 ***********************************************************************
 FE0111  DESIGNATION -  L 169
 FE0111  PID         -  FE0111
 FE0111  STATE/COUNTY-  TN/DECATUR
 FE0111  USGS QUAD   -  JEANNETTE (1986)
 FE0111
 FE0111                         *CURRENT SURVEY CONTROL
 FE0111  ___________________________________________________________________
 FE0111* NAD 83(1986)-  35 38 32.     (N)    088 05 22.     (W)     SCALED    
 FE0111* NAVD 88     -       141.416  (meters)     463.96   (feet)  ADJUSTED  
 FE0111  ___________________________________________________________________
 FE0111  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0111  DYNAMIC HT  -         141.291 (meters)     463.55  (feet)  COMP
 FE0111  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0111
 FE0111  VERT ORDER  -  FIRST     CLASS II
 FE0111
 FE0111.The horizontal coordinates were scaled from a topographic map and have
 FE0111.an estimated accuracy of +/- 6 seconds.
 FE0111
 FE0111.The orthometric height was determined by differential leveling
 FE0111.and adjusted by the National Geodetic Survey in June 1991..
 FE0111
 FE0111.The geoid height was determined by GEOID03.
 FE0111
 FE0111.The dynamic height is computed by dividing the NAVD 88
 FE0111.geopotential number by the normal gravity value computed on the
 FE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0111.degrees latitude (g = 980.6199 gals.).
 FE0111
 FE0111.The modeled gravity was interpolated from observed gravity values.
 FE0111
 FE0111;                    North         East    Units  Estimated Accuracy
 FE0111;SPC TN       -   147,240.      410,780.      MT  (+/- 180 meters Scaled)
 FE0111
 FE0111                          SUPERSEDED SURVEY CONTROL
 FE0111
 FE0111  NGVD 29 (??/??/??)  141.429  (m)          464.00   (f) ADJUSTED    1 2
 FE0111
 FE0111.Superseded values are not recommended for survey control.
 FE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0111.See file dsdata.txt to determine how the superseded data were derived.
 FE0111
 FE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE013448(NAD 83)
 FE0111_MARKER: DD = SURVEY DISK
 FE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0111_STAMPING: L 169 1947
 FE0111_MARK LOGO: TVA   
 FE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0111+STABILITY: SURFACE MOTION
 FE0111
 FE0111  HISTORY     - Date     Condition        Report By
 FE0111  HISTORY     - 1947     MONUMENTED       TVA
 FE0111  HISTORY     - 1947     GOOD             CGS
 FE0111
 FE0111                          STATION DESCRIPTION
 FE0111
 FE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0111'2.2 MI E FROM PARSONS.
 FE0111'2.2 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0111'OFFICE AT PARSONS, ABOUT 0.35 MILES EAST OF A CONCRETE BLOCK
 FE0111'GULF SERVICE STATION, ABOUT 250 YARDS SOUTHEAST AND ACROSS
 FE0111'THE HIGHWAY FROM THE HIGHWAY FROM A STONE MASONRY FARM HOUSE,
 FE0111'AT THE DRIVE WAY TO A SMALL WHITE HOUSE, 88 FEET NORTHEAST OF
 FE0111'A POWER POLE NO. 38, 73 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 FE0111'FROM A POWER POLE WITH A TRANSFORMER, 47 FEET SOUTHEAST OF
 FE0111'THE PROLONGED CENTER LINE OF THE DRIVE WAY, 27 FEET SOUTHWEST OF
 FE0111'THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A WHITE
 FE0111'WOODEN WITNESS POST, 1.5 FOOT ABOVE THE HIGHWAY AND SET IN THE
 FE0111'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0404 ***********************************************************************
 FF0404  DESIGNATION -  L 17
 FF0404  PID         -  FF0404
 FF0404  STATE/COUNTY-  TN/SHELBY
 FF0404  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0404
 FF0404                         *CURRENT SURVEY CONTROL
 FF0404  ___________________________________________________________________
 FF0404* NAD 83(1986)-  35 00 23.     (N)    090 02 06.     (W)     SCALED    
 FF0404* NAVD 88     -        96.020  (meters)     315.03   (feet)  ADJUSTED  
 FF0404  ___________________________________________________________________
 FF0404  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0404  DYNAMIC HT  -          95.931 (meters)     314.73  (feet)  COMP
 FF0404  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FF0404
 FF0404  VERT ORDER  -  SECOND    CLASS 0
 FF0404
 FF0404.The horizontal coordinates were scaled from a topographic map and have
 FF0404.an estimated accuracy of +/- 6 seconds.
 FF0404
 FF0404.The orthometric height was determined by differential leveling
 FF0404.and adjusted by the National Geodetic Survey in June 1991..
 FF0404
 FF0404.The geoid height was determined by GEOID03.
 FF0404
 FF0404.The dynamic height is computed by dividing the NAVD 88
 FF0404.geopotential number by the normal gravity value computed on the
 FF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0404.degrees latitude (g = 980.6199 gals.).
 FF0404
 FF0404.The modeled gravity was interpolated from observed gravity values.
 FF0404
 FF0404;                    North         East    Units  Estimated Accuracy
 FF0404;SPC TN       -    82,270.      231,770.      MT  (+/- 180 meters Scaled)
 FF0404
 FF0404                          SUPERSEDED SURVEY CONTROL
 FF0404
 FF0404  NGVD 29 (??/??/??)   95.987  (m)          314.92   (f) ADJUSTED    2 0
 FF0404
 FF0404.Superseded values are not recommended for survey control.
 FF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0404.See file dsdata.txt to determine how the superseded data were derived.
 FF0404
 FF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU705777(NAD 83)
 FF0404_MARKER: DB = BENCH MARK DISK
 FF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0404_STAMPING: L 17 1934
 FF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0404+STABILITY: SURFACE MOTION
 FF0404
 FF0404  HISTORY     - Date     Condition        Report By
 FF0404  HISTORY     - 1934     MONUMENTED       CGS
 FF0404  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0404
 FF0404                          STATION DESCRIPTION
 FF0404
 FF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0404'10 MI S FROM MEMPHIS.
 FF0404'10.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0404'POST OFFICE AT MEMPHIS, SHELBY COUNTY, 20 FEET NORTHEAST OF THE
 FF0404'THIRD POLE SOUTH OF MILEPOST 402, 40 FEET NORTH OF THE
 FF0404'CENTERLINE OF AN EAST-AND-WEST ROAD, 45 FEET EAST OF THE
 FF0404'CENTERLINE OF THE TRACK, AND 4 FEET WEST OF A FENCE CORNER.  A
 FF0404'STANDARD DISK, STAMPED L 17 1934 AND SET IN THE TOP OF A
 FF0404'CONCRETE POST.
 FF0404
 FF0404                          STATION RECOVERY (1976)
 FF0404
 FF0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1034 ***********************************************************************
 FD1034  DESIGNATION -  L 170
 FD1034  PID         -  FD1034
 FD1034  STATE/COUNTY-  TN/PERRY
 FD1034  USGS QUAD   -  CLIFTON (1972)
 FD1034
 FD1034                         *CURRENT SURVEY CONTROL
 FD1034  ___________________________________________________________________
 FD1034* NAD 83(1986)-  35 29 10.     (N)    087 56 24.     (W)     SCALED    
 FD1034* NAVD 88     -       209.728  (meters)     688.08   (feet)  ADJUSTED  
 FD1034  ___________________________________________________________________
 FD1034  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1034  DYNAMIC HT  -         209.536 (meters)     687.45  (feet)  COMP
 FD1034  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FD1034
 FD1034  VERT ORDER  -  FIRST     CLASS II
 FD1034
 FD1034.The horizontal coordinates were scaled from a topographic map and have
 FD1034.an estimated accuracy of +/- 6 seconds.
 FD1034
 FD1034.The orthometric height was determined by differential leveling
 FD1034.and adjusted by the National Geodetic Survey in June 1991..
 FD1034
 FD1034.The geoid height was determined by GEOID03.
 FD1034
 FD1034.The dynamic height is computed by dividing the NAVD 88
 FD1034.geopotential number by the normal gravity value computed on the
 FD1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1034.degrees latitude (g = 980.6199 gals.).
 FD1034
 FD1034.The modeled gravity was interpolated from observed gravity values.
 FD1034
 FD1034;                    North         East    Units  Estimated Accuracy
 FD1034;SPC TN       -   129,650.      423,970.      MT  (+/- 180 meters Scaled)
 FD1034
 FD1034                          SUPERSEDED SURVEY CONTROL
 FD1034
 FD1034  NGVD 29 (??/??/92)  209.736  (m)          688.11   (f) ADJ UNCH    1 2
 FD1034
 FD1034.Superseded values are not recommended for survey control.
 FD1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1034.See file dsdata.txt to determine how the superseded data were derived.
 FD1034
 FD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE147273(NAD 83)
 FD1034_MARKER: DD = SURVEY DISK
 FD1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1034_STAMPING: L 170 1947
 FD1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1034+STABILITY: SURFACE MOTION
 FD1034
 FD1034  HISTORY     - Date     Condition        Report By
 FD1034  HISTORY     - 1947     MONUMENTED       TVA
 FD1034  HISTORY     - 1950     GOOD             NGS
 FD1034
 FD1034                          STATION DESCRIPTION
 FD1034
 FD1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1034'10 MI NE FROM CLIFTON.
 FD1034'IN PERRY COUNTY, 10.0 MILES NORTHEAST ALONG THE LINDEN ROAD
 FD1034'FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.8 MILE
 FD1034'NORTH OF THE INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD, ON A
 FD1034'CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, 31 FEET
 FD1034'NORTHWEST OF THE CENTERLINE OF THE ROAD, 35 FEET SOUTHWEST OF A
 FD1034'TRIANGULAR-BLAZED HICKORY TREE, 19 FEET SOUTH OF A TRIANGULAR-BLAZED
 FD1034'24-INCH OAK TREE, 15 FEET NORTHEAST OF A TRIANGULAR-BLAZED 14-INCH
 FD1034'OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FD1034'NORTH OF A STEEL POST WITH A CONTROL-MARKER SIGN, AND ABOUT 1-1/2
 FD1034'FEET HIGHER THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FD1034'DISK, STAMPED L 170 1947 AND SET IN THE TOP OF A CONCRETE POST
 FD1034'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0285 ***********************************************************************
 FE0285  DESIGNATION -  L 171
 FE0285  PID         -  FE0285
 FE0285  STATE/COUNTY-  TN/HARDIN
 FE0285  USGS QUAD   -  COUNCE (1984)
 FE0285
 FE0285                         *CURRENT SURVEY CONTROL
 FE0285  ___________________________________________________________________
 FE0285* NAD 83(1986)-  35 04 17.     (N)    088 17 27.     (W)     SCALED    
 FE0285* NAVD 88     -       118.519  (meters)     388.84   (feet)  ADJUSTED  
 FE0285  ___________________________________________________________________
 FE0285  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE0285  DYNAMIC HT  -         118.410 (meters)     388.48  (feet)  COMP
 FE0285  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FE0285
 FE0285  VERT ORDER  -  FIRST     CLASS II
 FE0285
 FE0285.The horizontal coordinates were scaled from a topographic map and have
 FE0285.an estimated accuracy of +/- 6 seconds.
 FE0285
 FE0285.The orthometric height was determined by differential leveling
 FE0285.and adjusted by the National Geodetic Survey in June 1991..
 FE0285
 FE0285.The geoid height was determined by GEOID03.
 FE0285
 FE0285.The dynamic height is computed by dividing the NAVD 88
 FE0285.geopotential number by the normal gravity value computed on the
 FE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0285.degrees latitude (g = 980.6199 gals.).
 FE0285
 FE0285.The modeled gravity was interpolated from observed gravity values.
 FE0285
 FE0285;                    North         East    Units  Estimated Accuracy
 FE0285;SPC TN       -    84,330.      391,070.      MT  (+/- 180 meters Scaled)
 FE0285
 FE0285                          SUPERSEDED SURVEY CONTROL
 FE0285
 FE0285  NGVD 29 (??/??/??)  118.528  (m)          388.87   (f) ADJUSTED    1 2
 FE0285
 FE0285.Superseded values are not recommended for survey control.
 FE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0285.See file dsdata.txt to determine how the superseded data were derived.
 FE0285
 FE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD823817(NAD 83)
 FE0285_MARKER: DD = SURVEY DISK
 FE0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0285_STAMPING: L 171 1947
 FE0285_MARK LOGO: TVA   
 FE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0285+STABILITY: SURFACE MOTION
 FE0285
 FE0285  HISTORY     - Date     Condition        Report By
 FE0285  HISTORY     - 1947     MONUMENTED       TVA
 FE0285  HISTORY     - 1947     GOOD             CGS
 FE0285  HISTORY     - 1949     GOOD             CGS
 FE0285
 FE0285                          STATION DESCRIPTION
 FE0285
 FE0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0285'2.4 MI S FROM HAMBURG.
 FE0285'2.35 MILES SOUTH ALONG THE ROAD TO COUNCE FROM THE MAIN ROAD
 FE0285'JUNCTION AT HAMBURG, ABOUT 2.55 MILES NORTH OF THE POST OFFICE AT
 FE0285'COUNCE, ON A TURN IN THE ROAD WITH TANGENTS SOUTHWEST AND SOUTHEAST,
 FE0285'AT A FISH CAMP, 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE0285'FISH CAMP CABIN, 80 FEET SOUTHEAST OF THE PROLONGED CENTER LINE
 FE0285'OF THE SOUTHWEST TANGENT, 18 FEET NORTHEAST OF THE SOUTHEAST
 FE0285'TANGENT, 21 FEET SOUTHWEST OF A 36-INCH SYCAMORE TREE, 2 FEET
 FE0285'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD
 FE0285'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A
 FE0285'STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0285
 FE0285                          STATION RECOVERY (1949)
 FE0285
 FE0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1336 ***********************************************************************
 GC1336  DESIGNATION -  L 172
 GC1336  PID         -  GC1336
 GC1336  STATE/COUNTY-  TN/CHEATHAM
 GC1336  USGS QUAD   -  WHITE BLUFF (1983)
 GC1336
 GC1336                         *CURRENT SURVEY CONTROL
 GC1336  ___________________________________________________________________
 GC1336* NAD 83(1986)-  36 05 45.     (N)    087 10 46.     (W)     SCALED    
 GC1336* NAVD 88     -       206.726  (meters)     678.23   (feet)  ADJUSTED  
 GC1336  ___________________________________________________________________
 GC1336  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GC1336  DYNAMIC HT  -         206.548 (meters)     677.65  (feet)  COMP
 GC1336  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC1336
 GC1336  VERT ORDER  -  FIRST     CLASS II
 GC1336
 GC1336.The horizontal coordinates were scaled from a topographic map and have
 GC1336.an estimated accuracy of +/- 6 seconds.
 GC1336
 GC1336.The orthometric height was determined by differential leveling
 GC1336.and adjusted by the National Geodetic Survey in June 1991..
 GC1336
 GC1336.The geoid height was determined by GEOID03.
 GC1336
 GC1336.The dynamic height is computed by dividing the NAVD 88
 GC1336.geopotential number by the normal gravity value computed on the
 GC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1336.degrees latitude (g = 980.6199 gals.).
 GC1336
 GC1336.The modeled gravity was interpolated from observed gravity values.
 GC1336
 GC1336;                    North         East    Units  Estimated Accuracy
 GC1336;SPC TN       -   196,190.      493,790.      MT  (+/- 180 meters Scaled)
 GC1336
 GC1336                          SUPERSEDED SURVEY CONTROL
 GC1336
 GC1336  NGVD 29 (??/??/92)  206.739  (m)          678.28   (f) ADJ UNCH    1 2
 GC1336
 GC1336.Superseded values are not recommended for survey control.
 GC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1336.See file dsdata.txt to determine how the superseded data were derived.
 GC1336
 GC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE838945(NAD 83)
 GC1336_MARKER: DB = BENCH MARK DISK
 GC1336_SETTING: 80 = SET IN A BOULDER
 GC1336_SP_SET: BOULDER
 GC1336_STAMPING: L 172 1948
 GC1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1336+STABILITY: SURFACE MOTION
 GC1336
 GC1336  HISTORY     - Date     Condition        Report By
 GC1336  HISTORY     - 1948     MONUMENTED       CGS
 GC1336
 GC1336                          STATION DESCRIPTION
 GC1336
 GC1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1336'1.8 MI W FROM CRAGGIE HOPE.
 GC1336'1.85 MILES WEST ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 GC1336'RAILWAY FROM THE STATION AND ROAD CROSSING AT CRAGGIE HOPE,
 GC1336'ABOUT 2.25 MILES EAST OF THE STATION AT WHITE BLUFF, DICKSON,
 GC1336'COUNTY, ABOUT 33 2/3 POLES WEST OF MILE POST 27, IN THE NORTHWEST
 GC1336'ANGLE OF A DIRT ROAD CROSSING, 80 FEET WEST OF THE CENTER
 GC1336'LINE OF THE ROAD, 11.7 FEET NORTH OF THE NORTH RAIL OF THE
 GC1336'TRACK, AND SET IN THE TOP OF AN OUTCROPPING LIMESTONE BOULDER
 GC1336'ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1564 ***********************************************************************
 GC1564  DESIGNATION -  L 173
 GC1564  PID         -  GC1564
 GC1564  STATE/COUNTY-  TN/HUMPHREYS
 GC1564  USGS QUAD   -  WAVERLY (1987)
 GC1564
 GC1564                         *CURRENT SURVEY CONTROL
 GC1564  ___________________________________________________________________
 GC1564* NAD 83(1986)-  36 04 32.     (N)    087 51 38.     (W)     SCALED    
 GC1564* NAVD 88     -       138.062  (meters)     452.96   (feet)  ADJUSTED  
 GC1564  ___________________________________________________________________
 GC1564  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1564  DYNAMIC HT  -         137.944 (meters)     452.57  (feet)  COMP
 GC1564  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GC1564
 GC1564  VERT ORDER  -  FIRST     CLASS II
 GC1564
 GC1564.The horizontal coordinates were scaled from a topographic map and have
 GC1564.an estimated accuracy of +/- 6 seconds.
 GC1564
 GC1564.The orthometric height was determined by differential leveling
 GC1564.and adjusted by the National Geodetic Survey in June 1991..
 GC1564
 GC1564.The geoid height was determined by GEOID03.
 GC1564
 GC1564.The dynamic height is computed by dividing the NAVD 88
 GC1564.geopotential number by the normal gravity value computed on the
 GC1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1564.degrees latitude (g = 980.6199 gals.).
 GC1564
 GC1564.The modeled gravity was interpolated from observed gravity values.
 GC1564
 GC1564;                    North         East    Units  Estimated Accuracy
 GC1564;SPC TN       -   194,890.      432,420.      MT  (+/- 180 meters Scaled)
 GC1564
 GC1564                          SUPERSEDED SURVEY CONTROL
 GC1564
 GC1564  NGVD 29 (??/??/92)  138.093  (m)          453.06   (f) ADJ UNCH    1 2
 GC1564
 GC1564.Superseded values are not recommended for survey control.
 GC1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1564.See file dsdata.txt to determine how the superseded data were derived.
 GC1564
 GC1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE225926(NAD 83)
 GC1564_MARKER: DB = BENCH MARK DISK
 GC1564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1564_SP_SET: BRIDGE
 GC1564_STAMPING: L 173 1948
 GC1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1564
 GC1564  HISTORY     - Date     Condition        Report By
 GC1564  HISTORY     - 1948     MONUMENTED       CGS
 GC1564  HISTORY     - 1961     GOOD             NGS
 GC1564  HISTORY     - 1972     GOOD             LOCSUR
 GC1564  HISTORY     - 1988     GOOD             USPSQD
 GC1564
 GC1564                          STATION DESCRIPTION
 GC1564
 GC1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1564'3.8 MI W FROM WAVERLY.
 GC1564'3.8 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURT HOUSE AT
 GC1564'WAVERLY, NEAR THE SOUTHWEST CORNER OF THE WAVERLY AIRPORT, SET
 GC1564'IN THE TOP OF THE EAST END OF THE BASE OF THE NORTH CONCRETE
 GC1564'BANISTER OF A 25-FOOT CONCRETE BRIDGE, 16 FEET NORTH OF THE
 GC1564'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GC1564
 GC1564                          STATION RECOVERY (1961)
 GC1564
 GC1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC1564'RECOVERED IN GOOD CONDITION.
 GC1564
 GC1564                          STATION RECOVERY (1972)
 GC1564
 GC1564'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 GC1564'RECOVERED IN GOOD CONDITION.
 GC1564
 GC1564                          STATION RECOVERY (1988)
 GC1564
 GC1564'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0690 ***********************************************************************
 FE0690  DESIGNATION -  L 174
 FE0690  PID         -  FE0690
 FE0690  STATE/COUNTY-  TN/GIBSON
 FE0690  USGS QUAD   -  ATWOOD (1983)
 FE0690
 FE0690                         *CURRENT SURVEY CONTROL
 FE0690  ___________________________________________________________________
 FE0690* NAD 83(1986)-  35 57 22.     (N)    088 44 23.     (W)     SCALED    
 FE0690* NAVD 88     -       112.322  (meters)     368.51   (feet)  ADJUSTED  
 FE0690  ___________________________________________________________________
 FE0690  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0690  DYNAMIC HT  -         112.225 (meters)     368.19  (feet)  COMP
 FE0690  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FE0690
 FE0690  VERT ORDER  -  FIRST     CLASS II
 FE0690
 FE0690.The horizontal coordinates were scaled from a topographic map and have
 FE0690.an estimated accuracy of +/- 6 seconds.
 FE0690
 FE0690.The orthometric height was determined by differential leveling
 FE0690.and adjusted by the National Geodetic Survey in June 1991..
 FE0690
 FE0690.The geoid height was determined by GEOID03.
 FE0690
 FE0690.The dynamic height is computed by dividing the NAVD 88
 FE0690.geopotential number by the normal gravity value computed on the
 FE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0690.degrees latitude (g = 980.6199 gals.).
 FE0690
 FE0690.The modeled gravity was interpolated from observed gravity values.
 FE0690
 FE0690;                    North         East    Units  Estimated Accuracy
 FE0690;SPC TN       -   183,510.      352,880.      MT  (+/- 180 meters Scaled)
 FE0690
 FE0690                          SUPERSEDED SURVEY CONTROL
 FE0690
 FE0690  NGVD 29 (??/??/??)  112.377  (m)          368.69   (f) ADJUSTED    1 2
 FE0690
 FE0690.Superseded values are not recommended for survey control.
 FE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0690.See file dsdata.txt to determine how the superseded data were derived.
 FE0690
 FE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE431804(NAD 83)
 FE0690_MARKER: DB = BENCH MARK DISK
 FE0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0690_STAMPING: L 174 1948
 FE0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0690+STABILITY: SURFACE MOTION
 FE0690
 FE0690  HISTORY     - Date     Condition        Report By
 FE0690  HISTORY     - 1948     MONUMENTED       CGS
 FE0690  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0690
 FE0690                          STATION DESCRIPTION
 FE0690
 FE0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0690'2.8 MI NE FROM MILAN.
 FE0690'ABOUT 0.55 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0690'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 2.2 MILES NORTH
 FE0690'ALONG A GRAVEL ROAD TO MILAN MUNICIPAL AIRPORT, AT THE EAST SIDE
 FE0690'OF THE AIRPORT, 56 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 FE0690'ROAD, 5.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 FE0690'CONCRETE TILE SHOP BUILDING, 61 FEET NORTHEAST OF THE SOUTHEAST
 FE0690'CORNER OF A TIN HANGAR BUILDING, 1.5 FEET NORTH OF A WHITE
 FE0690'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 FE0690'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0690
 FE0690                          STATION RECOVERY (2002)
 FE0690
 FE0690'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0690'SUSPECTED DESTROYED, OLD AIRFIELD NOW ABANDONED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1227 ***********************************************************************
 FD1227  DESIGNATION -  L 175
 FD1227  PID         -  FD1227
 FD1227  STATE/COUNTY-  TN/LEWIS
 FD1227  USGS QUAD   -  HOHENWALD (1991)
 FD1227
 FD1227                         *CURRENT SURVEY CONTROL
 FD1227  ___________________________________________________________________
 FD1227* NAD 83(1986)-  35 33 05.     (N)    087 35 41.     (W)     SCALED    
 FD1227* NAVD 88     -       294.316  (meters)     965.60   (feet)  ADJUSTED  
 FD1227  ___________________________________________________________________
 FD1227  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FD1227  DYNAMIC HT  -         294.043 (meters)     964.71  (feet)  COMP
 FD1227  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD1227
 FD1227  VERT ORDER  -  FIRST     CLASS II
 FD1227
 FD1227.This mark is at John A Baker Field Airport (0M3)
 FD1227
 FD1227.The horizontal coordinates were scaled from a topographic map and have
 FD1227.an estimated accuracy of +/- 6 seconds.
 FD1227
 FD1227.The orthometric height was determined by differential leveling
 FD1227.and adjusted by the National Geodetic Survey in June 1991..
 FD1227
 FD1227.The geoid height was determined by GEOID03.
 FD1227
 FD1227.The dynamic height is computed by dividing the NAVD 88
 FD1227.geopotential number by the normal gravity value computed on the
 FD1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1227.degrees latitude (g = 980.6199 gals.).
 FD1227
 FD1227.The modeled gravity was interpolated from observed gravity values.
 FD1227
 FD1227;                    North         East    Units  Estimated Accuracy
 FD1227;SPC TN       -   136,320.      455,420.      MT  (+/- 180 meters Scaled)
 FD1227
 FD1227                          SUPERSEDED SURVEY CONTROL
 FD1227
 FD1227  NGVD 29 (??/??/92)  294.292  (m)          965.52   (f) ADJ UNCH    1 2
 FD1227
 FD1227.Superseded values are not recommended for survey control.
 FD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1227.See file dsdata.txt to determine how the superseded data were derived.
 FD1227
 FD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE460343(NAD 83)
 FD1227_MARKER: DB = BENCH MARK DISK
 FD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1227_STAMPING: L 175 1949
 FD1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1227+STABILITY: SURFACE MOTION
 FD1227
 FD1227  HISTORY     - Date     Condition        Report By
 FD1227  HISTORY     - 1949     MONUMENTED       CGS
 FD1227  HISTORY     - 1953     GOOD             NGS
 FD1227
 FD1227                          STATION DESCRIPTION
 FD1227
 FD1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1227'2.4 MI W FROM HOHENWALD.
 FD1227'ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1227'NATIONAL BANK AT HOHENWALD, AT THE NORTHEAST CORNER OF AN
 FD1227'AIRPORT ( LEWIS COUNTY ), 44 FEET SOUTH OF THE CENTER LINE
 FD1227'OF THE HIGHWAY, 41 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 FD1227'AIRPORT, 34 FEET WEST OF A HEDGE ROW RUNNING SOUTH, 2 FEET WEST
 FD1227'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 FD1227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD1227
 FD1227                          STATION RECOVERY (1953)
 FD1227
 FD1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0876 ***********************************************************************
 FD0876  DESIGNATION -  L 176
 FD0876  PID         -  FD0876
 FD0876  STATE/COUNTY-  TN/LAWRENCE
 FD0876  USGS QUAD   -  SUMMERTOWN (1976)
 FD0876
 FD0876                         *CURRENT SURVEY CONTROL
 FD0876  ___________________________________________________________________
 FD0876* NAD 83(1986)-  35 27 08.     (N)    087 21 16.     (W)     SCALED    
 FD0876* NAVD 88     -       318.285  (meters)    1044.24   (feet)  ADJUSTED  
 FD0876  ___________________________________________________________________
 FD0876  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0876  DYNAMIC HT  -         317.991 (meters)    1043.28  (feet)  COMP
 FD0876  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FD0876
 FD0876  VERT ORDER  -  FIRST     CLASS II
 FD0876
 FD0876.The horizontal coordinates were scaled from a topographic map and have
 FD0876.an estimated accuracy of +/- 6 seconds.
 FD0876
 FD0876.The orthometric height was determined by differential leveling
 FD0876.and adjusted by the National Geodetic Survey in June 1991..
 FD0876
 FD0876.The geoid height was determined by GEOID03.
 FD0876
 FD0876.The dynamic height is computed by dividing the NAVD 88
 FD0876.geopotential number by the normal gravity value computed on the
 FD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0876.degrees latitude (g = 980.6199 gals.).
 FD0876
 FD0876.The modeled gravity was interpolated from observed gravity values.
 FD0876
 FD0876;                    North         East    Units  Estimated Accuracy
 FD0876;SPC TN       -   124,990.      477,050.      MT  (+/- 180 meters Scaled)
 FD0876
 FD0876                          SUPERSEDED SURVEY CONTROL
 FD0876
 FD0876  NGVD 29 (??/??/92)  318.256  (m)         1044.14   (f) ADJ UNCH    1 2
 FD0876
 FD0876.Superseded values are not recommended for survey control.
 FD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0876.See file dsdata.txt to determine how the superseded data were derived.
 FD0876
 FD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE678232(NAD 83)
 FD0876_MARKER: DB = BENCH MARK DISK
 FD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0876_STAMPING: L 176 1949
 FD0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0876+STABILITY: SURFACE MOTION
 FD0876
 FD0876  HISTORY     - Date     Condition        Report By
 FD0876  HISTORY     - 1949     MONUMENTED       CGS
 FD0876  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0876
 FD0876                          STATION DESCRIPTION
 FD0876
 FD0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0876'4.1 MI NW FROM SUMMERTOWN.
 FD0876'ABOUT 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0876'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0876'AT SUMMERTOWN, ABOUT 100 YARDS NORTHWEST OF THE CENTER OF A
 FD0876'SHARP CURVE WITH TANGENTS NORTHEAST AND NORTHWEST, 54 FEET
 FD0876'SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST TANGENT OF THE
 FD0876'HIGHWAY, 53 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL LEADING
 FD0876'SOUTHWEST, 10 FEET EAST OF A TWIN 6-INCH OAK TREE, 2 FEET
 FD0876'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD0876'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD0876'INCHES.  NOTE-- MARK IS IN LAWRENCE COUNTY, HIGHWAY PASSES
 FD0876'THRU LEWIS COUNTY, THENCE SOUTHEAST INTO LAWRENCE COUNTY.
 FD0876
 FD0876                          STATION RECOVERY (1973)
 FD0876
 FD0876'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0289 ***********************************************************************
 GD0289  DESIGNATION -  L 177
 GD0289  PID         -  GD0289
 GD0289  STATE/COUNTY-  TN/WEAKLEY
 GD0289  USGS QUAD   -  DRESDEN (1981)
 GD0289
 GD0289                         *CURRENT SURVEY CONTROL
 GD0289  ___________________________________________________________________
 GD0289* NAD 83(1986)-  36 17 28.     (N)    088 42 05.     (W)     SCALED    
 GD0289* NAVD 88     -       127.183  (meters)     417.27   (feet)  ADJUSTED  
 GD0289  ___________________________________________________________________
 GD0289  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0289  DYNAMIC HT  -         127.079 (meters)     416.93  (feet)  COMP
 GD0289  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GD0289
 GD0289  VERT ORDER  -  FIRST     CLASS II
 GD0289
 GD0289.The horizontal coordinates were scaled from a topographic map and have
 GD0289.an estimated accuracy of +/- 6 seconds.
 GD0289
 GD0289.The orthometric height was determined by differential leveling
 GD0289.and adjusted by the National Geodetic Survey in June 1991..
 GD0289
 GD0289.The geoid height was determined by GEOID03.
 GD0289
 GD0289.The dynamic height is computed by dividing the NAVD 88
 GD0289.geopotential number by the normal gravity value computed on the
 GD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0289.degrees latitude (g = 980.6199 gals.).
 GD0289
 GD0289.The modeled gravity was interpolated from observed gravity values.
 GD0289
 GD0289;                    North         East    Units  Estimated Accuracy
 GD0289;SPC TN       -   220,570.      357,370.      MT  (+/- 180 meters Scaled)
 GD0289
 GD0289                          SUPERSEDED SURVEY CONTROL
 GD0289
 GD0289  NGVD 29 (??/??/??)  127.209  (m)          417.35   (f) ADJUSTED    1 2
 GD0289
 GD0289.Superseded values are not recommended for survey control.
 GD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0289.See file dsdata.txt to determine how the superseded data were derived.
 GD0289
 GD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF472175(NAD 83)
 GD0289_MARKER: DB = BENCH MARK DISK
 GD0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0289_SP_SET: CULVERT
 GD0289_STAMPING: L 177 1949
 GD0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0289+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0289
 GD0289  HISTORY     - Date     Condition        Report By
 GD0289  HISTORY     - 1949     MONUMENTED       CGS
 GD0289  HISTORY     - 1967     GOOD             CGS
 GD0289  HISTORY     - 20020827 GOOD             USACE
 GD0289
 GD0289                          STATION DESCRIPTION
 GD0289
 GD0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0289'AT DRESDEN.
 GD0289'AT DRESDEN, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 54 FROM THE
 GD0289'COURT HOUSE, AT THE JUNCTION OF STATE HIGHWAY 89 LEADING
 GD0289'NORTHEAST, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 GD0289'OF A 6-FOOT CONCRETE CULVERT UNDER THE HIGHWAY JUNCTION, 34 FEET
 GD0289'SOUTH OF THE CENTER LINE OF HIGHWAY 54 AND ABOUT 1 FOOT BELOW
 GD0289'THE JUNCTION.
 GD0289
 GD0289                          STATION RECOVERY (1967)
 GD0289
 GD0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0289'RECOVERED IN GOOD CONDITION.
 GD0289
 GD0289                          STATION RECOVERY (2002)
 GD0289
 GD0289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0200 ***********************************************************************
 FD0200  DESIGNATION -  L 178
 FD0200  PID         -  FD0200
 FD0200  STATE/COUNTY-  TN/FRANKLIN
 FD0200  USGS QUAD   -  BEANS CREEK (1975)
 FD0200
 FD0200                         *CURRENT SURVEY CONTROL
 FD0200  ___________________________________________________________________
 FD0200* NAD 83(1986)-  35 06 09.     (N)    086 12 57.     (W)     SCALED    
 FD0200* NAVD 88     -       282.145  (meters)     925.67   (feet)  ADJUSTED  
 FD0200  ___________________________________________________________________
 FD0200  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0200  DYNAMIC HT  -         281.867 (meters)     924.76  (feet)  COMP
 FD0200  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 FD0200
 FD0200  VERT ORDER  -  FIRST     CLASS II
 FD0200
 FD0200.The horizontal coordinates were scaled from a topographic map and have
 FD0200.an estimated accuracy of +/- 6 seconds.
 FD0200
 FD0200.The orthometric height was determined by differential leveling
 FD0200.and adjusted by the National Geodetic Survey in June 1991..
 FD0200
 FD0200.The geoid height was determined by GEOID03.
 FD0200
 FD0200.The dynamic height is computed by dividing the NAVD 88
 FD0200.geopotential number by the normal gravity value computed on the
 FD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0200.degrees latitude (g = 980.6199 gals.).
 FD0200
 FD0200.The modeled gravity was interpolated from observed gravity values.
 FD0200
 FD0200;                    North         East    Units  Estimated Accuracy
 FD0200;SPC TN       -    85,360.      580,320.      MT  (+/- 180 meters Scaled)
 FD0200
 FD0200                          SUPERSEDED SURVEY CONTROL
 FD0200
 FD0200  NGVD 29 (??/??/92)  282.110  (m)          925.56   (f) ADJ UNCH    1 2
 FD0200
 FD0200.Superseded values are not recommended for survey control.
 FD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0200.See file dsdata.txt to determine how the superseded data were derived.
 FD0200
 FD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED714846(NAD 83)
 FD0200_MARKER: DB = BENCH MARK DISK
 FD0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0200_SP_SET: ABUTMENT
 FD0200_STAMPING: L 178 1949
 FD0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0200
 FD0200  HISTORY     - Date     Condition        Report By
 FD0200  HISTORY     - 1949     MONUMENTED       CGS
 FD0200
 FD0200                          STATION DESCRIPTION
 FD0200
 FD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0200'0.8 MI NE FROM MAXWELL.
 FD0200'0.85 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0200'RAILWAY FROM THE STATION AT MAXWELL, ABOUT 0.15 MILE SOUTHWEST
 FD0200'OF MILE POST 11, SET IN THE TOP OF THE NORTHWEST END OF THE
 FD0200'SOUTHWEST ABUTMENT OF RAILWAY BRIDGE NO. 11.2, 8.3 FEET NORTHWEST
 FD0200'OF THE NORTHWEST RAIL AND ABOUT 4 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0173 ***********************************************************************
 FD0173  DESIGNATION -  L 179
 FD0173  PID         -  FD0173
 FD0173  STATE/COUNTY-  TN/LINCOLN
 FD0173  USGS QUAD   -  MULBERRY (1972)
 FD0173
 FD0173                         *CURRENT SURVEY CONTROL
 FD0173  ___________________________________________________________________
 FD0173* NAD 83(1986)-  35 07 40.     (N)    086 28 14.     (W)     SCALED    
 FD0173* NAVD 88     -       223.111  (meters)     731.99   (feet)  ADJUSTED  
 FD0173  ___________________________________________________________________
 FD0173  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD0173  DYNAMIC HT  -         222.901 (meters)     731.30  (feet)  COMP
 FD0173  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FD0173
 FD0173  VERT ORDER  -  FIRST     CLASS II
 FD0173
 FD0173.The horizontal coordinates were scaled from a topographic map and have
 FD0173.an estimated accuracy of +/- 6 seconds.
 FD0173
 FD0173.The orthometric height was determined by differential leveling
 FD0173.and adjusted by the National Geodetic Survey in June 1991..
 FD0173
 FD0173.The geoid height was determined by GEOID03.
 FD0173
 FD0173.The dynamic height is computed by dividing the NAVD 88
 FD0173.geopotential number by the normal gravity value computed on the
 FD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0173.degrees latitude (g = 980.6199 gals.).
 FD0173
 FD0173.The modeled gravity was interpolated from observed gravity values.
 FD0173
 FD0173;                    North         East    Units  Estimated Accuracy
 FD0173;SPC TN       -    88,250.      557,110.      MT  (+/- 180 meters Scaled)
 FD0173
 FD0173                          SUPERSEDED SURVEY CONTROL
 FD0173
 FD0173  NGVD 29 (??/??/92)  223.088  (m)          731.91   (f) ADJ UNCH    1 2
 FD0173
 FD0173.Superseded values are not recommended for survey control.
 FD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0173.See file dsdata.txt to determine how the superseded data were derived.
 FD0173
 FD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED482873(NAD 83)
 FD0173_MARKER: DB = BENCH MARK DISK
 FD0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0173_SP_SET: CULVERT
 FD0173_STAMPING: L 179 1949
 FD0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0173+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 FD0173
 FD0173  HISTORY     - Date     Condition        Report By
 FD0173  HISTORY     - 1949     MONUMENTED       CGS
 FD0173  HISTORY     - 20010731 GOOD             TNDT
 FD0173
 FD0173                          STATION DESCRIPTION
 FD0173
 FD0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0173'0.2 MI NW FROM KELSO.
 FD0173'0.25 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0173'LOUIS RAILWAY FROM THE STATION AT KELSO, ABOUT 100 FEET SOUTHEAST
 FD0173'OF THE CENTER OF A ROAD CROSSING, ACROSS A ROAD PARALLELING
 FD0173'THE TRACK FROM A CEMETERY, SET IN THE TOP OF THE SOUTHEAST END
 FD0173'OF THE NORTHEAST CONCRETE HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 FD0173'12 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 2 1/2 FEET
 FD0173'BELOW THE TRACK.
 FD0173
 FD0173                          STATION RECOVERY (2001)
 FD0173
 FD0173'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0223 ***********************************************************************
 GD0223  DESIGNATION -  L 18
 GD0223  PID         -  GD0223
 GD0223  STATE/COUNTY-  TN/HENRY
 GD0223  USGS QUAD   -  PARIS (1986)
 GD0223
 GD0223                         *CURRENT SURVEY CONTROL
 GD0223  ___________________________________________________________________
 GD0223* NAD 83(1986)-  36 17 45.     (N)    088 19 27.     (W)     SCALED    
 GD0223* NAVD 88     -       161.049  (meters)     528.37   (feet)  ADJUSTED  
 GD0223  ___________________________________________________________________
 GD0223  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0223  DYNAMIC HT  -         160.917 (meters)     527.94  (feet)  COMP
 GD0223  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GD0223
 GD0223  VERT ORDER  -  FIRST     CLASS II
 GD0223
 GD0223.The horizontal coordinates were scaled from a topographic map and have
 GD0223.an estimated accuracy of +/- 6 seconds.
 GD0223
 GD0223.The orthometric height was determined by differential leveling
 GD0223.and adjusted by the National Geodetic Survey in June 1991..
 GD0223
 GD0223.The geoid height was determined by GEOID03.
 GD0223
 GD0223.The dynamic height is computed by dividing the NAVD 88
 GD0223.geopotential number by the normal gravity value computed on the
 GD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0223.degrees latitude (g = 980.6199 gals.).
 GD0223
 GD0223.The modeled gravity was interpolated from observed gravity values.
 GD0223
 GD0223;                    North         East    Units  Estimated Accuracy
 GD0223;SPC TN       -   220,220.      391,250.      MT  (+/- 180 meters Scaled)
 GD0223
 GD0223                          SUPERSEDED SURVEY CONTROL
 GD0223
 GD0223  NGVD 29 (??/??/??)  161.086  (m)          528.50   (f) ADJUSTED    1 2
 GD0223
 GD0223.Superseded values are not recommended for survey control.
 GD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0223.See file dsdata.txt to determine how the superseded data were derived.
 GD0223
 GD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF811175(NAD 83)
 GD0223_MARKER: DB = BENCH MARK DISK
 GD0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0223_STAMPING: 582.723 L 18 1934
 GD0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0223+STABILITY: SURFACE MOTION
 GD0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0223+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0223
 GD0223  HISTORY     - Date     Condition        Report By
 GD0223  HISTORY     - 1934     MONUMENTED       CGS
 GD0223  HISTORY     - 1935     GOOD             CGS
 GD0223  HISTORY     - 1971     GOOD             NGS
 GD0223  HISTORY     - 20040508 GOOD             USACE
 GD0223
 GD0223                          STATION DESCRIPTION
 GD0223
 GD0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0223'0.6 MI SE FROM PARIS.
 GD0223'0.6 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0223'RAILWAY FROM THE STATION AT PARIS, HENRY COUNTY, AT THE CROSSING
 GD0223'OF DUNLAP STREET, 20.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 11
 GD0223'FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET, 14 FEET
 GD0223'WEST OF THE WEST CORNER OF A CROSSING-SIGNAL BASE, 3 FEET NORTHWEST
 GD0223'OF THE NORTHWEST EDGE OF THE SIDEWALK ALONG THE STREET, 2 FEET
 GD0223'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 GD0223'WALK.  A STANDARD DISK, STAMPED 582.723 L 18 1934 AND SET IN THE
 GD0223'TOP OF A CONCRETE POST.
 GD0223
 GD0223                          STATION RECOVERY (1971)
 GD0223
 GD0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0223'RECOVERED IN GOOD CONDITION.
 GD0223
 GD0223                          STATION RECOVERY (2004)
 GD0223
 GD0223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0313 ***********************************************************************
 FD0313  DESIGNATION -  L 180
 FD0313  PID         -  FD0313
 FD0313  STATE/COUNTY-  TN/MARSHALL
 FD0313  USGS QUAD   -  PETERSBURG (1980)
 FD0313
 FD0313                         *CURRENT SURVEY CONTROL
 FD0313  ___________________________________________________________________
 FD0313* NAD 83(1986)-  35 22 29.     (N)    086 41 11.     (W)     SCALED    
 FD0313* NAVD 88     -       254.326  (meters)     834.40   (feet)  ADJUSTED  
 FD0313  ___________________________________________________________________
 FD0313  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0313  DYNAMIC HT  -         254.091 (meters)     833.63  (feet)  COMP
 FD0313  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FD0313
 FD0313  VERT ORDER  -  FIRST     CLASS II
 FD0313
 FD0313.The horizontal coordinates were scaled from a topographic map and have
 FD0313.an estimated accuracy of +/- 6 seconds.
 FD0313
 FD0313.The orthometric height was determined by differential leveling
 FD0313.and adjusted by the National Geodetic Survey in June 1991..
 FD0313
 FD0313.The geoid height was determined by GEOID03.
 FD0313
 FD0313.The dynamic height is computed by dividing the NAVD 88
 FD0313.geopotential number by the normal gravity value computed on the
 FD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0313.degrees latitude (g = 980.6199 gals.).
 FD0313
 FD0313.The modeled gravity was interpolated from observed gravity values.
 FD0313
 FD0313;                    North         East    Units  Estimated Accuracy
 FD0313;SPC TN       -   115,760.      537,630.      MT  (+/- 180 meters Scaled)
 FD0313
 FD0313                          SUPERSEDED SURVEY CONTROL
 FD0313
 FD0313  NGVD 29 (??/??/92)  254.297  (m)          834.31   (f) ADJ UNCH    1 2
 FD0313
 FD0313.Superseded values are not recommended for survey control.
 FD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0313.See file dsdata.txt to determine how the superseded data were derived.
 FD0313
 FD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE284146(NAD 83)
 FD0313_MARKER: DB = BENCH MARK DISK
 FD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0313_STAMPING: L 180 1949
 FD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0313+STABILITY: SURFACE MOTION
 FD0313
 FD0313  HISTORY     - Date     Condition        Report By
 FD0313  HISTORY     - 1949     MONUMENTED       CGS
 FD0313
 FD0313                          STATION DESCRIPTION
 FD0313
 FD0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0313'5.2 MI NW FROM PETERSBURG.
 FD0313'5.25 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0313'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0313'122 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM POLE NO. 57/11,
 FD0313'39 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH END OF THE EAST HEAD
 FD0313'WALL OF A 5-FOOT CONCRETE CULVERT UNDER TRACKS, 25 1/2 FEET SOUTH
 FD0313'THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST OF THE EAST RAIL,
 FD0313'17 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE,
 FD0313'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 FD0313'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0313'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0186 ***********************************************************************
 GD0186  DESIGNATION -  L 181
 GD0186  PID         -  GD0186
 GD0186  STATE/COUNTY-  TN/HENRY
 GD0186  USGS QUAD   -  PARIS (1986)
 GD0186
 GD0186                         *CURRENT SURVEY CONTROL
 GD0186  ___________________________________________________________________
 GD0186* NAD 83(1986)-  36 19 28.     (N)    088 20 43.     (W)     SCALED    
 GD0186* NAVD 88     -       187.645  (meters)     615.63   (feet)  ADJUSTED  
 GD0186  ___________________________________________________________________
 GD0186  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0186  DYNAMIC HT  -         187.491 (meters)     615.13  (feet)  COMP
 GD0186  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GD0186
 GD0186  VERT ORDER  -  FIRST     CLASS II
 GD0186
 GD0186.The horizontal coordinates were scaled from a topographic map and have
 GD0186.an estimated accuracy of +/- 6 seconds.
 GD0186
 GD0186.The orthometric height was determined by differential leveling
 GD0186.and adjusted by the National Geodetic Survey in June 1991..
 GD0186
 GD0186.The geoid height was determined by GEOID03.
 GD0186
 GD0186.The dynamic height is computed by dividing the NAVD 88
 GD0186.geopotential number by the normal gravity value computed on the
 GD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0186.degrees latitude (g = 980.6199 gals.).
 GD0186
 GD0186.The modeled gravity was interpolated from observed gravity values.
 GD0186
 GD0186;                    North         East    Units  Estimated Accuracy
 GD0186;SPC TN       -   223,440.      389,430.      MT  (+/- 180 meters Scaled)
 GD0186
 GD0186                          SUPERSEDED SURVEY CONTROL
 GD0186
 GD0186  NGVD 29 (??/??/??)  187.685  (m)          615.76   (f) ADJUSTED    1 2
 GD0186
 GD0186.Superseded values are not recommended for survey control.
 GD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0186.See file dsdata.txt to determine how the superseded data were derived.
 GD0186
 GD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF792207(NAD 83)
 GD0186_MARKER: DB = BENCH MARK DISK
 GD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0186_STAMPING: L 181 1949
 GD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0186+STABILITY: SURFACE MOTION
 GD0186
 GD0186  HISTORY     - Date     Condition        Report By
 GD0186  HISTORY     - 1949     MONUMENTED       CGS
 GD0186  HISTORY     - 1968     GOOD             CGS
 GD0186  HISTORY     - 1971     GOOD             NGS
 GD0186
 GD0186                          STATION DESCRIPTION
 GD0186
 GD0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0186'2.4 MI NW FROM PARIS.
 GD0186'THE MARK IS ABOUT 2.35 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0186'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0186'PARIS, 62 FEET SOUTHEAST OF A POWERLINE TRANSFORMER POLE, 31
 GD0186'FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 24
 GD0186'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 3.5
 GD0186'FEET SOUTHWEST OF A FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 GD0186'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0186'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD0186'DISK IS STAMPED L 181 1949.  NOTE-- C AND GS POST AND SIGN.
 GD0186
 GD0186                          STATION RECOVERY (1971)
 GD0186
 GD0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1385 ***********************************************************************
 GC1385  DESIGNATION -  L 182
 GC1385  PID         -  GC1385
 GC1385  STATE/COUNTY-  TN/MONTGOMERY
 GC1385  USGS QUAD   -  EXCELL (1983)
 GC1385
 GC1385                         *CURRENT SURVEY CONTROL
 GC1385  ___________________________________________________________________
 GC1385* NAD 83(1986)-  36 29 38.     (N)    087 17 55.     (W)     SCALED    
 GC1385* NAVD 88     -       129.366  (meters)     424.43   (feet)  ADJUSTED  
 GC1385  ___________________________________________________________________
 GC1385  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1385  DYNAMIC HT  -         129.258 (meters)     424.07  (feet)  COMP
 GC1385  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GC1385
 GC1385  VERT ORDER  -  FIRST     CLASS II
 GC1385
 GC1385.The horizontal coordinates were scaled from a topographic map and have
 GC1385.an estimated accuracy of +/- 6 seconds.
 GC1385
 GC1385.The orthometric height was determined by differential leveling
 GC1385.and adjusted by the National Geodetic Survey in June 1991..
 GC1385
 GC1385.The geoid height was determined by GEOID03.
 GC1385
 GC1385.The dynamic height is computed by dividing the NAVD 88
 GC1385.geopotential number by the normal gravity value computed on the
 GC1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1385.degrees latitude (g = 980.6199 gals.).
 GC1385
 GC1385.The modeled gravity was interpolated from observed gravity values.
 GC1385
 GC1385;                    North         East    Units  Estimated Accuracy
 GC1385;SPC TN       -   240,490.      483,650.      MT  (+/- 180 meters Scaled)
 GC1385
 GC1385                          SUPERSEDED SURVEY CONTROL
 GC1385
 GC1385  NGVD 29 (??/??/92)  129.430  (m)          424.64   (f) ADJ UNCH    1 2
 GC1385
 GC1385.Superseded values are not recommended for survey control.
 GC1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1385.See file dsdata.txt to determine how the superseded data were derived.
 GC1385
 GC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732387(NAD 83)
 GC1385_MARKER: DB = BENCH MARK DISK
 GC1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1385_STAMPING: L 182 1949
 GC1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1385+STABILITY: SURFACE MOTION
 GC1385
 GC1385  HISTORY     - Date     Condition        Report By
 GC1385  HISTORY     - 1949     MONUMENTED       CGS
 GC1385  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1385
 GC1385                          STATION DESCRIPTION
 GC1385
 GC1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1385'4.8 MI SE FROM CLARKSVILLE.
 GC1385'4.85 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1385'STATION AT CLARKSVILLE, 225 YARDS SOUTH OF THE SOUTH END OF
 GC1385'TRESTLE NO. H 51-46, AT A SMALL ROAD CROSSING AND AT THE NORTH
 GC1385'END OF A CUT, 47.5 FEET WEST OF THE WEST RAIL, 12 FEET NORTH OF
 GC1385'THE CENTER LINE OF THE ROAD, 2 FEET EAST OF THE R/W FENCE, 6
 GC1385'FEET NORTH OF THE NORTH POST OF A WIRE GATE, 2 FEET NORTH OF A
 GC1385'WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN
 GC1385'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1385
 GC1385                          STATION RECOVERY (1984)
 GC1385
 GC1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1385'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1391 ***********************************************************************
 FC1391  DESIGNATION -  L 183
 FC1391  PID         -  FC1391
 FC1391  STATE/COUNTY-  TN/MARION
 FC1391  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1391
 FC1391                         *CURRENT SURVEY CONTROL
 FC1391  ___________________________________________________________________
 FC1391* NAD 83(1986)-  35 00 16.     (N)    085 37 38.     (W)     SCALED    
 FC1391* NAVD 88     -       191.825  (meters)     629.35   (feet)  ADJUSTED  
 FC1391  ___________________________________________________________________
 FC1391  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1391  DYNAMIC HT  -         191.638 (meters)     628.73  (feet)  COMP
 FC1391  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1391
 FC1391  VERT ORDER  -  FIRST     CLASS II
 FC1391
 FC1391.The horizontal coordinates were scaled from a topographic map and have
 FC1391.an estimated accuracy of +/- 6 seconds.
 FC1391
 FC1391.The orthometric height was determined by differential leveling
 FC1391.and adjusted by the National Geodetic Survey in June 1991..
 FC1391
 FC1391.The geoid height was determined by GEOID03.
 FC1391
 FC1391.The dynamic height is computed by dividing the NAVD 88
 FC1391.geopotential number by the normal gravity value computed on the
 FC1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1391.degrees latitude (g = 980.6199 gals.).
 FC1391
 FC1391.The modeled gravity was interpolated from observed gravity values.
 FC1391
 FC1391;                    North         East    Units  Estimated Accuracy
 FC1391;SPC TN       -    74,530.      634,030.      MT  (+/- 180 meters Scaled)
 FC1391
 FC1391                          SUPERSEDED SURVEY CONTROL
 FC1391
 FC1391  NGVD 29 (??/??/92)  191.824  (m)          629.34   (f) ADJ UNCH    1 2
 FC1391
 FC1391.Superseded values are not recommended for survey control.
 FC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1391.See file dsdata.txt to determine how the superseded data were derived.
 FC1391
 FC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD252743(NAD 83)
 FC1391_MARKER: DB = BENCH MARK DISK
 FC1391_SETTING: 66 = SET IN ROCK OUTCROP
 FC1391_SP_SET: ROCK CUT
 FC1391_STAMPING: L 183 1950
 FC1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1391+STABILITY: POSITION/ELEVATION WELL
 FC1391
 FC1391  HISTORY     - Date     Condition        Report By
 FC1391  HISTORY     - 1950     MONUMENTED       CGS
 FC1391  HISTORY     - 1963     GOOD             NGS
 FC1391
 FC1391                          STATION DESCRIPTION
 FC1391
 FC1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1391'5 MI W FROM LADDS.
 FC1391'ABOUT 5.6 MILES NORTHEASTERLY ALONG LOUISVILLE AND NASHVILLE
 FC1391'RAILROAD FROM THE STATION IN BRIDGEPORT, ALABAMA, 5.0 MILES
 FC1391'WESTERLY ALONG SAME FROM THE UNDERPASS OF NO. 156 TENNESSEE
 FC1391'HWY. IN LADDS, ABOUT 0.85 MILE NE FROM MOORES CROSSING, ABOUT
 FC1391'150 YARDS WNW OF WNW END OF LONG R.R. TANGENT ACROSS RIVER FLATS,
 FC1391'ABOUT 10 YARDS E OF THE DEEPEST POINT OF A SIDE-HILL CUT, ABOUT
 FC1391'111 FEET WNW OF NO. 128/10 CREOSOTED TELEPHONE POLE, 11.0 FEET
 FC1391'SE OF SE RAIL OF MAIN LINE DOUBLE TRACKS, 1.4 FEET LOWER THAN
 FC1391'TOP OF SAME, AND A FOOT ABOVE THE BOTTOM OF THE RAILROAD SIDE
 FC1391'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1102 ***********************************************************************
 FC1102  DESIGNATION -  L 184
 FC1102  PID         -  FC1102
 FC1102  STATE/COUNTY-  TN/HAMILTON
 FC1102  USGS QUAD   -  DAISY (1976)
 FC1102
 FC1102                         *CURRENT SURVEY CONTROL
 FC1102  ___________________________________________________________________
 FC1102* NAD 83(1986)-  35 09 25.     (N)    085 13 58.     (W)     SCALED    
 FC1102* NAVD 88     -       205.833  (meters)     675.30   (feet)  ADJUSTED  
 FC1102  ___________________________________________________________________
 FC1102  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1102  DYNAMIC HT  -         205.629 (meters)     674.63  (feet)  COMP
 FC1102  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 FC1102
 FC1102  VERT ORDER  -  FIRST     CLASS II
 FC1102
 FC1102.The horizontal coordinates were scaled from a topographic map and have
 FC1102.an estimated accuracy of +/- 6 seconds.
 FC1102
 FC1102.The orthometric height was determined by differential leveling
 FC1102.and adjusted by the National Geodetic Survey in June 1991..
 FC1102
 FC1102.The geoid height was determined by GEOID03.
 FC1102
 FC1102.The dynamic height is computed by dividing the NAVD 88
 FC1102.geopotential number by the normal gravity value computed on the
 FC1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1102.degrees latitude (g = 980.6199 gals.).
 FC1102
 FC1102.The modeled gravity was interpolated from observed gravity values.
 FC1102
 FC1102;                    North         East    Units  Estimated Accuracy
 FC1102;SPC TN       -    91,650.      669,910.      MT  (+/- 180 meters Scaled)
 FC1102
 FC1102                          SUPERSEDED SURVEY CONTROL
 FC1102
 FC1102  NGVD 29 (??/??/92)  205.877  (m)          675.45   (f) ADJ UNCH    1 2
 FC1102
 FC1102.Superseded values are not recommended for survey control.
 FC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1102.See file dsdata.txt to determine how the superseded data were derived.
 FC1102
 FC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609918(NAD 83)
 FC1102_MARKER: DB = BENCH MARK DISK
 FC1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1102_STAMPING: L 184 1950
 FC1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1102+STABILITY: SURFACE MOTION
 FC1102
 FC1102  HISTORY     - Date     Condition        Report By
 FC1102  HISTORY     - 1950     MONUMENTED       CGS
 FC1102  HISTORY     - 1972     GOOD             TVA
 FC1102  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1102
 FC1102                          STATION DESCRIPTION
 FC1102
 FC1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1102'1 MI N FROM HIXON.
 FC1102'ABOUT 0.95 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1102'AT HIXON, AT A ROAD CROSSING AND AT THE NORTH END OF A CUT,
 FC1102'58 1/2 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 46 FEET EAST
 FC1102'OF THE EAST RAIL, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FC1102'53 FEET NORTH OF A POLE, 24 FEET SOUTH-SOUTHWEST OF A FENCE
 FC1102'CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 FC1102'T.V.A. STEEL WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET
 FC1102'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1102
 FC1102                          STATION RECOVERY (1972)
 FC1102
 FC1102'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1102'RECOVERED IN GOOD CONDITION.
 FC1102
 FC1102                          STATION RECOVERY (1998)
 FC1102
 FC1102'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0476 ***********************************************************************
 FD0476  DESIGNATION -  L 185
 FD0476  PID         -  FD0476
 FD0476  STATE/COUNTY-  TN/MAURY
 FD0476  USGS QUAD   -  GLENDALE (1981)
 FD0476
 FD0476                         *CURRENT SURVEY CONTROL
 FD0476  ___________________________________________________________________
 FD0476* NAD 83(1986)-  35 31 33.     (N)    086 54 46.     (W)     SCALED    
 FD0476* NAVD 88     -       206.815  (meters)     678.53   (feet)  ADJUSTED  
 FD0476  ___________________________________________________________________
 FD0476  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0476  DYNAMIC HT  -         206.630 (meters)     677.92  (feet)  COMP
 FD0476  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FD0476
 FD0476  VERT ORDER  -  FIRST     CLASS II
 FD0476
 FD0476.The horizontal coordinates were scaled from a topographic map and have
 FD0476.an estimated accuracy of +/- 6 seconds.
 FD0476
 FD0476.The orthometric height was determined by differential leveling
 FD0476.and adjusted by the National Geodetic Survey in June 1991..
 FD0476
 FD0476.The geoid height was determined by GEOID03.
 FD0476
 FD0476.The dynamic height is computed by dividing the NAVD 88
 FD0476.geopotential number by the normal gravity value computed on the
 FD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0476.degrees latitude (g = 980.6199 gals.).
 FD0476
 FD0476.The modeled gravity was interpolated from observed gravity values.
 FD0476
 FD0476;                    North         East    Units  Estimated Accuracy
 FD0476;SPC TN       -   132,690.      517,220.      MT  (+/- 180 meters Scaled)
 FD0476
 FD0476                          SUPERSEDED SURVEY CONTROL
 FD0476
 FD0476  NGVD 29 (??/??/92)  206.798  (m)          678.47   (f) ADJ UNCH    1 2
 FD0476
 FD0476.Superseded values are not recommended for survey control.
 FD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0476.See file dsdata.txt to determine how the superseded data were derived.
 FD0476
 FD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE079313(NAD 83)
 FD0476_MARKER: DB = BENCH MARK DISK
 FD0476_SETTING: 66 = SET IN ROCK OUTCROP
 FD0476_SP_SET: ROCK OUTCROP
 FD0476_STAMPING: L 185 1949
 FD0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0476+STABILITY: POSITION/ELEVATION WELL
 FD0476
 FD0476  HISTORY     - Date     Condition        Report By
 FD0476  HISTORY     - 1949     MONUMENTED       CGS
 FD0476
 FD0476                          STATION DESCRIPTION
 FD0476
 FD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0476'1.6 MI NW FROM BRYANT.
 FD0476'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0476'SCHOOL AT BRYANT, ABOUT 0.2 MILE NORTHWEST OF PARK STATION SCHOOL
 FD0476'ON NORTHEAST SIDE OF HIGHWAY, ABOUT 0.65 MILE NORTHWEST OF THE
 FD0476'JUNCTION OF A ROAD NORTH, 133 FEET EAST OF THE CENTER OF A CURVE
 FD0476'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 120 FEET WEST OF
 FD0476'THE WEST EDGE OF A CLEARING USED AS A BASEBALL PARK, 64 FEET
 FD0476'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 FD0476'AND A ROAD SOUTHWEST TO A HOUSE, 42 FEET NORTH-NORTHEAST OF THE
 FD0476'CENTER LINE OF THE HIGHWAY, 25 1/2 FEET SOUTHWEST OF A TRIANGULAR
 FD0476'BLAZED 14-INCH CEDAR TREE, 16 FEET NORTH-NORTHEAST OF A FENCE
 FD0476'LINE, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A LARGE
 FD0476'FLAT OUTCROP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0510 ***********************************************************************
 FD0510  DESIGNATION -  L 186
 FD0510  PID         -  FD0510
 FD0510  STATE/COUNTY-  TN/RUTHERFORD
 FD0510  USGS QUAD   -  SMYRNA (1998)
 FD0510
 FD0510                         *CURRENT SURVEY CONTROL
 FD0510  ___________________________________________________________________
 FD0510* NAD 83(1986)-  35 58 05.     (N)    086 30 24.     (W)     SCALED    
 FD0510* NAVD 88     -       163.508  (meters)     536.44   (feet)  ADJUSTED  
 FD0510  ___________________________________________________________________
 FD0510  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0510  DYNAMIC HT  -         163.368 (meters)     535.98  (feet)  COMP
 FD0510  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 FD0510
 FD0510  VERT ORDER  -  FIRST     CLASS II
 FD0510
 FD0510.The horizontal coordinates were scaled from a topographic map and have
 FD0510.an estimated accuracy of +/- 6 seconds.
 FD0510
 FD0510.The orthometric height was determined by differential leveling
 FD0510.and adjusted by the National Geodetic Survey in June 1991..
 FD0510
 FD0510.The geoid height was determined by GEOID03.
 FD0510
 FD0510.The dynamic height is computed by dividing the NAVD 88
 FD0510.geopotential number by the normal gravity value computed on the
 FD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0510.degrees latitude (g = 980.6199 gals.).
 FD0510
 FD0510.The modeled gravity was interpolated from observed gravity values.
 FD0510
 FD0510;                    North         East    Units  Estimated Accuracy
 FD0510;SPC TN       -   181,490.      554,300.      MT  (+/- 180 meters Scaled)
 FD0510
 FD0510                          SUPERSEDED SURVEY CONTROL
 FD0510
 FD0510  NGVD 29 (??/??/92)  163.527  (m)          536.50   (f) ADJ UNCH    1 2
 FD0510
 FD0510.Superseded values are not recommended for survey control.
 FD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0510.See file dsdata.txt to determine how the superseded data were derived.
 FD0510
 FD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE444805(NAD 83)
 FD0510_MARKER: DB = BENCH MARK DISK
 FD0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0510_SP_SET: BRIDGE
 FD0510_STAMPING: L 186 1949
 FD0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0510
 FD0510  HISTORY     - Date     Condition        Report By
 FD0510  HISTORY     - 1949     MONUMENTED       CGS
 FD0510  HISTORY     - 20010226 GOOD             TNDT
 FD0510
 FD0510                          STATION DESCRIPTION
 FD0510
 FD0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0510'1.2 MI SE FROM SMYRNA.
 FD0510'1.25 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA
 FD0510'AND ST. LOUIS RAILWAY FROM THE STATION AT SMYRNA, SET IN THE TOP
 FD0510'OF THE SOUTHWEST WING WALL OF THE SOUTHEAST ABUTMENT OF RAILROAD
 FD0510'BRIDGE NO. 21.3 OVER STEWART CREEK, 5 FEET SOUTHWEST OF THE
 FD0510'SOUTHWEST RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 FD0510
 FD0510                          STATION RECOVERY (2001)
 FD0510
 FD0510'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0402 ***********************************************************************
 GC0402  DESIGNATION -  L 187
 GC0402  PID         -  GC0402
 GC0402  STATE/COUNTY-  TN/DAVIDSON
 GC0402  USGS QUAD   -  ANTIOCH (1983)
 GC0402
 GC0402                         *CURRENT SURVEY CONTROL
 GC0402  ___________________________________________________________________
 GC0402* NAD 83(1986)-  36 07 03.     (N)    086 41 57.     (W)     SCALED    
 GC0402* NAVD 88     -       166.737  (meters)     547.04   (feet)  ADJUSTED  
 GC0402  ___________________________________________________________________
 GC0402  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0402  DYNAMIC HT  -         166.594 (meters)     546.57  (feet)  COMP
 GC0402  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0402
 GC0402  VERT ORDER  -  FIRST     CLASS II
 GC0402
 GC0402.The horizontal coordinates were scaled from a topographic map and have
 GC0402.an estimated accuracy of +/- 6 seconds.
 GC0402
 GC0402.The orthometric height was determined by differential leveling
 GC0402.and adjusted by the National Geodetic Survey in June 1991..
 GC0402
 GC0402.The geoid height was determined by GEOID03.
 GC0402
 GC0402.The dynamic height is computed by dividing the NAVD 88
 GC0402.geopotential number by the normal gravity value computed on the
 GC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0402.degrees latitude (g = 980.6199 gals.).
 GC0402
 GC0402.The modeled gravity was interpolated from observed gravity values.
 GC0402
 GC0402;                    North         East    Units  Estimated Accuracy
 GC0402;SPC TN       -   198,180.      537,060.      MT  (+/- 180 meters Scaled)
 GC0402
 GC0402                          SUPERSEDED SURVEY CONTROL
 GC0402
 GC0402  NGVD 29 (??/??/92)  166.758  (m)          547.11   (f) ADJ UNCH    1 2
 GC0402
 GC0402.Superseded values are not recommended for survey control.
 GC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0402.See file dsdata.txt to determine how the superseded data were derived.
 GC0402
 GC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE270970(NAD 83)
 GC0402_MARKER: DB = BENCH MARK DISK
 GC0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0402_SP_SET: OVERPASS
 GC0402_STAMPING: L 187 1949
 GC0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0402+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 GC0402
 GC0402  HISTORY     - Date     Condition        Report By
 GC0402  HISTORY     - 1949     MONUMENTED       CGS
 GC0402  HISTORY     - 1959     GOOD             NGS
 GC0402  HISTORY     - 20010403 GOOD             NASHAP
 GC0402
 GC0402                          STATION DESCRIPTION
 GC0402
 GC0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0402'6.7 MI E FROM NASHVILLE.
 GC0402'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0402'LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, THENCE
 GC0402'ABOUT 1.0 MILE NORTHEAST ALONG A SPUR TRACK LEADING TO BERRY
 GC0402'FIELD, SET VERTICALLY IN THE WEST FACE OF THE EAST ABUTMENT
 GC0402'OF U.S. HIGHWAY 70S OVERPASS OVER THE TRACK, 1 1/2 FEET SOUTH
 GC0402'OF THE NORTH END OF THE ABUTMENT, 5 1/2 FEET EAST OF THE EAST
 GC0402'RAIL, AND ABOUT 2 1/2 FEET ABOVE THE TRACK.
 GC0402
 GC0402                          STATION RECOVERY (1959)
 GC0402
 GC0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GC0402'RECOVERED IN GOOD CONDITION.
 GC0402
 GC0402                          STATION RECOVERY (2001)
 GC0402
 GC0402'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2001 (MDF)
 GC0402'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0377 ***********************************************************************
 GC0377  DESIGNATION -  L 188
 GC0377  PID         -  GC0377
 GC0377  STATE/COUNTY-  TN/DAVIDSON
 GC0377  USGS QUAD   -  SCOTTSBORO (1983)
 GC0377
 GC0377                         *CURRENT SURVEY CONTROL
 GC0377  ___________________________________________________________________
 GC0377* NAD 83(1986)-  36 12 34.     (N)    086 53 05.     (W)     SCALED    
 GC0377* NAVD 88     -       129.523  (meters)     424.94   (feet)  ADJUSTED  
 GC0377  ___________________________________________________________________
 GC0377  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0377  DYNAMIC HT  -         129.411 (meters)     424.58  (feet)  COMP
 GC0377  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC0377
 GC0377  VERT ORDER  -  FIRST     CLASS II
 GC0377
 GC0377.The horizontal coordinates were scaled from a topographic map and have
 GC0377.an estimated accuracy of +/- 6 seconds.
 GC0377
 GC0377.The orthometric height was determined by differential leveling
 GC0377.and adjusted by the National Geodetic Survey in June 1991..
 GC0377
 GC0377.The geoid height was determined by GEOID03.
 GC0377
 GC0377.The dynamic height is computed by dividing the NAVD 88
 GC0377.geopotential number by the normal gravity value computed on the
 GC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0377.degrees latitude (g = 980.6199 gals.).
 GC0377
 GC0377.The modeled gravity was interpolated from observed gravity values.
 GC0377
 GC0377;                    North         East    Units  Estimated Accuracy
 GC0377;SPC TN       -   208,510.      520,450.      MT  (+/- 180 meters Scaled)
 GC0377
 GC0377                          SUPERSEDED SURVEY CONTROL
 GC0377
 GC0377  NGVD 29 (??/??/92)  129.553  (m)          425.04   (f) ADJ UNCH    1 2
 GC0377
 GC0377.Superseded values are not recommended for survey control.
 GC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0377.See file dsdata.txt to determine how the superseded data were derived.
 GC0377
 GC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF103071(NAD 83)
 GC0377_MARKER: DB = BENCH MARK DISK
 GC0377_SETTING: 66 = SET IN ROCK OUTCROP
 GC0377_SP_SET: ROCK OUTCROP
 GC0377_STAMPING: L 188 1949
 GC0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0377+STABILITY: POSITION/ELEVATION WELL
 GC0377
 GC0377  HISTORY     - Date     Condition        Report By
 GC0377  HISTORY     - 1949     MONUMENTED       CGS
 GC0377  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0377
 GC0377                          STATION DESCRIPTION
 GC0377
 GC0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0377'5.6 MI NW FROM NASHVILLE.
 GC0377'5.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0377'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, ABOUT 1.05 MILES
 GC0377'NORTHWEST OF THE MAIN CROSSROAD AT JORDONIA, ABOUT 0.1 MILE WEST OF
 GC0377'A ROAD CROSSING, SET IN THE TOP OF AN OUTCROPPING LIMESTONE ROCK,
 GC0377'142 1/2 FEET NORTHEAST OF A SWITCH TO A SIDING, 45 FEET NORTH OF
 GC0377'THE NORTH RAIL OF THE MAIN TRACK, 37 1/2 FEET WEST OF THE SOUTHWEST
 GC0377'CORNER OF A CONCRETE BLOCK WALL AT WEST END OF A ROCK CRUSHER,
 GC0377'37 1/2 FEET SOUTH OF A 24-INCH HACKBERRY TREE, AND ABOUT 6 FEET
 GC0377'ABOVE THE TRACK.
 GC0377
 GC0377                          STATION RECOVERY (1984)
 GC0377
 GC0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0377'SEARCHED FOR BUT NOT RECOVERED, LOTS OF ROCKS TAKEN FROM THE AREA,
 GC0377'LOOKS LIKE A ROCK PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1931 ***********************************************************************
 FB1931  DESIGNATION -  L 189
 FB1931  PID         -  FB1931
 FB1931  STATE/COUNTY-  TN/KNOX
 FB1931  USGS QUAD   -  KNOXVILLE (1978)
 FB1931
 FB1931                         *CURRENT SURVEY CONTROL
 FB1931  ___________________________________________________________________
 FB1931* NAD 83(1986)-  35 59 40.     (N)    083 57 03.     (W)     SCALED    
 FB1931* NAVD 88     -       298.753  (meters)     980.16   (feet)  ADJUSTED  
 FB1931  ___________________________________________________________________
 FB1931  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1931  DYNAMIC HT  -         298.476 (meters)     979.25  (feet)  COMP
 FB1931  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FB1931
 FB1931  VERT ORDER  -  FIRST     CLASS II
 FB1931
 FB1931.The horizontal coordinates were scaled from a topographic map and have
 FB1931.an estimated accuracy of +/- 6 seconds.
 FB1931
 FB1931.The orthometric height was determined by differential leveling
 FB1931.and adjusted by the National Geodetic Survey in June 1991..
 FB1931
 FB1931.The geoid height was determined by GEOID03.
 FB1931
 FB1931.The dynamic height is computed by dividing the NAVD 88
 FB1931.geopotential number by the normal gravity value computed on the
 FB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1931.degrees latitude (g = 980.6199 gals.).
 FB1931
 FB1931.The modeled gravity was interpolated from observed gravity values.
 FB1931
 FB1931;                    North         East    Units  Estimated Accuracy
 FB1931;SPC TN       -   186,230.      784,750.      MT  (+/- 180 meters Scaled)
 FB1931
 FB1931                          SUPERSEDED SURVEY CONTROL
 FB1931
 FB1931  NGVD 29 (??/??/92)  298.883  (m)          980.59   (f) ADJ UNCH    1 2
 FB1931
 FB1931.Superseded values are not recommended for survey control.
 FB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1931.See file dsdata.txt to determine how the superseded data were derived.
 FB1931
 FB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339873(NAD 83)
 FB1931_MARKER: DB = BENCH MARK DISK
 FB1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1931_STAMPING: L 189 1950
 FB1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1931+STABILITY: SURFACE MOTION
 FB1931
 FB1931  HISTORY     - Date     Condition        Report By
 FB1931  HISTORY     - 1950     MONUMENTED       CGS
 FB1931  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1931  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1931
 FB1931                          STATION DESCRIPTION
 FB1931
 FB1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1931'2.8 MI NW FROM KNOXVILLE.
 FB1931'ABOUT 2.85 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1931'STATION AT KNOXVILLE, ABOUT 0.15 MILE NORTHWEST OF THE RAILWAY
 FB1931'OVERPASS OVER CENTRAL AVENUE, ABOUT 0.15 MILE SOUTHEAST OF SHARP
 FB1931'GAP, 391 FEET NORTHWEST OF THE NORTHWEST CORNER OF COSTER
 FB1931'STATION, 28 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 FB1931'TRACK, 30 1/2 FEET EAST-SOUTHEAST OF THE NORTHEAST END OF A
 FB1931'36-INCH PIPE CULVERT UNDER TRACK, 7 FEET SOUTHEAST OF A TELEPHONE
 FB1931'POLE, 1 1/2 FEET SOUTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FB1931'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FB1931'PROJECTING 6 INCHES.
 FB1931
 FB1931                          STATION RECOVERY (1967)
 FB1931
 FB1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1931'MARK NOT FOUND.
 FB1931
 FB1931                          STATION RECOVERY (1982)
 FB1931
 FB1931'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0060 ***********************************************************************
 FE0060  DESIGNATION -  L 19
 FE0060  PID         -  FE0060
 FE0060  STATE/COUNTY-  TN/HENDERSON
 FE0060  USGS QUAD   -  CLARKSBURG (1986)
 FE0060
 FE0060                         *CURRENT SURVEY CONTROL
 FE0060  ___________________________________________________________________
 FE0060* NAD 83(1986)-  35 45 48.     (N)    088 22 32.     (W)     SCALED    
 FE0060* NAVD 88     -       145.238  (meters)     476.50   (feet)  ADJUSTED  
 FE0060  ___________________________________________________________________
 FE0060  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0060  DYNAMIC HT  -         145.111 (meters)     476.08  (feet)  COMP
 FE0060  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 FE0060
 FE0060  VERT ORDER  -  FIRST     CLASS II
 FE0060
 FE0060.The horizontal coordinates were scaled from a topographic map and have
 FE0060.an estimated accuracy of +/- 6 seconds.
 FE0060
 FE0060.The orthometric height was determined by differential leveling
 FE0060.and adjusted by the National Geodetic Survey in June 1991..
 FE0060
 FE0060.The geoid height was determined by GEOID03.
 FE0060
 FE0060.The dynamic height is computed by dividing the NAVD 88
 FE0060.geopotential number by the normal gravity value computed on the
 FE0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0060.degrees latitude (g = 980.6199 gals.).
 FE0060
 FE0060.The modeled gravity was interpolated from observed gravity values.
 FE0060
 FE0060;                    North         East    Units  Estimated Accuracy
 FE0060;SPC TN       -   161,260.      385,210.      MT  (+/- 180 meters Scaled)
 FE0060
 FE0060                          SUPERSEDED SURVEY CONTROL
 FE0060
 FE0060  NGVD 29 (??/??/??)  145.259  (m)          476.57   (f) ADJUSTED    1 2
 FE0060
 FE0060.Superseded values are not recommended for survey control.
 FE0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0060.See file dsdata.txt to determine how the superseded data were derived.
 FE0060
 FE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE756585(NAD 83)
 FE0060_MARKER: DB = BENCH MARK DISK
 FE0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0060_SP_SET: CULVERT
 FE0060_STAMPING: 476.712 L 19 1934
 FE0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0060
 FE0060  HISTORY     - Date     Condition        Report By
 FE0060  HISTORY     - 1934     MONUMENTED       CGS
 FE0060  HISTORY     - 1935     GOOD             CGS
 FE0060  HISTORY     - 1972     GOOD             TVA
 FE0060
 FE0060                          STATION DESCRIPTION
 FE0060
 FE0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0060'1.5 MI S FROM WILDERSVILLE.
 FE0060'1-1/2 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0060'RAILWAY FROM THE STATION AT WILDERSVILLE, HENDERSON COUNTY, 20
 FE0060'POLES SOUTH OF MILEPOST 108, AT A 6-BY 6-FOOT CONCRETE CULVERT,
 FE0060'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 15 INCHES FROM
 FE0060'THE SOUTH EDGE, AND 10 INCHES FROM THE WEST EDGE.  A STANDARD
 FE0060'DISK, STAMPED 476.712 L 19 1934.
 FE0060
 FE0060                          STATION RECOVERY (1972)
 FE0060
 FE0060'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0496 ***********************************************************************
 GB0496  DESIGNATION -  L 190
 GB0496  PID         -  GB0496
 GB0496  STATE/COUNTY-  TN/ANDERSON
 GB0496  USGS QUAD   -  CLINTON (1990)
 GB0496
 GB0496                         *CURRENT SURVEY CONTROL
 GB0496  ___________________________________________________________________
 GB0496* NAD 83(1986)-  36 06 08.     (N)    084 09 19.     (W)     SCALED    
 GB0496* NAVD 88     -       286.219  (meters)     939.04   (feet)  ADJUSTED  
 GB0496  ___________________________________________________________________
 GB0496  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0496  DYNAMIC HT  -         285.959 (meters)     938.18  (feet)  COMP
 GB0496  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GB0496
 GB0496  VERT ORDER  -  FIRST     CLASS I
 GB0496
 GB0496.The horizontal coordinates were scaled from a topographic map and have
 GB0496.an estimated accuracy of +/- 6 seconds.
 GB0496
 GB0496.The orthometric height was determined by differential leveling
 GB0496.and adjusted by the National Geodetic Survey in June 1991..
 GB0496
 GB0496.The geoid height was determined by GEOID03.
 GB0496
 GB0496.The dynamic height is computed by dividing the NAVD 88
 GB0496.geopotential number by the normal gravity value computed on the
 GB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0496.degrees latitude (g = 980.6199 gals.).
 GB0496
 GB0496.The modeled gravity was interpolated from observed gravity values.
 GB0496
 GB0496;                    North         East    Units  Estimated Accuracy
 GB0496;SPC TN       -   197,820.      766,100.      MT  (+/- 180 meters Scaled)
 GB0496
 GB0496                          SUPERSEDED SURVEY CONTROL
 GB0496
 GB0496  NGVD 29 (??/??/92)  286.351  (m)          939.47   (f) ADJ UNCH    1 1
 GB0496
 GB0496.Superseded values are not recommended for survey control.
 GB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0496.See file dsdata.txt to determine how the superseded data were derived.
 GB0496
 GB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE560990(NAD 83)
 GB0496_MARKER: DB = BENCH MARK DISK
 GB0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0496_STAMPING: L 190 1950
 GB0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0496+STABILITY: SURFACE MOTION
 GB0496
 GB0496  HISTORY     - Date     Condition        Report By
 GB0496  HISTORY     - 1950     MONUMENTED       CGS
 GB0496  HISTORY     - 1967     GOOD             NGS
 GB0496  HISTORY     - 1972     GOOD             TVA
 GB0496
 GB0496                          STATION DESCRIPTION
 GB0496
 GB0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0496'1.7 MI SW FROM CLINTON.
 GB0496'ABOUT 1.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0496'STATION AT CLINTON, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 22,
 GB0496'ABOUT 0.2 MILE SOUTHEAST OF A RAILWAY OVERPASS OVER A BLACK TOP
 GB0496'ROAD, AT A PRIVATE ROAD CROSSING, 65 FEET NORTHEAST OF THE EAST
 GB0496'CORNER OF A HOUSE, 29.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 GB0496'7 1/21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 GB0496'SOUTH OF A FENCE CORNER POST, 1.2 FEET SOUTH OF A METAL WITNESS
 GB0496'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 GB0496'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 GB0496'THE GROUND.
 GB0496
 GB0496                          STATION RECOVERY (1972)
 GB0496
 GB0496'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0858 ***********************************************************************
 GB0858  DESIGNATION -  L 191
 GB0858  PID         -  GB0858
 GB0858  STATE/COUNTY-  TN/MORGAN
 GB0858  USGS QUAD   -  LANCING (1984)
 GB0858
 GB0858                         *CURRENT SURVEY CONTROL
 GB0858  ___________________________________________________________________
 GB0858* NAD 83(1986)-  36 03 43.     (N)    084 38 40.     (W)     SCALED    
 GB0858* NAVD 88     -       274.019  (meters)     899.01   (feet)  ADJUSTED  
 GB0858  ___________________________________________________________________
 GB0858  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB0858  DYNAMIC HT  -         273.773 (meters)     898.20  (feet)  COMP
 GB0858  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GB0858
 GB0858  VERT ORDER  -  FIRST     CLASS I
 GB0858
 GB0858.The horizontal coordinates were scaled from a topographic map and have
 GB0858.an estimated accuracy of +/- 6 seconds.
 GB0858
 GB0858.The orthometric height was determined by differential leveling
 GB0858.and adjusted by the National Geodetic Survey in June 1991..
 GB0858
 GB0858.The geoid height was determined by GEOID03.
 GB0858
 GB0858.The dynamic height is computed by dividing the NAVD 88
 GB0858.geopotential number by the normal gravity value computed on the
 GB0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0858.degrees latitude (g = 980.6199 gals.).
 GB0858
 GB0858.The modeled gravity was interpolated from observed gravity values.
 GB0858
 GB0858;                    North         East    Units  Estimated Accuracy
 GB0858;SPC TN       -   192,630.      722,120.      MT  (+/- 180 meters Scaled)
 GB0858
 GB0858                          SUPERSEDED SURVEY CONTROL
 GB0858
 GB0858  NGVD 29 (??/??/92)  274.136  (m)          899.39   (f) ADJ UNCH    1 1
 GB0858
 GB0858.Superseded values are not recommended for survey control.
 GB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0858.See file dsdata.txt to determine how the superseded data were derived.
 GB0858
 GB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE121933(NAD 83)
 GB0858_MARKER: DB = BENCH MARK DISK
 GB0858_SETTING: 66 = SET IN ROCK OUTCROP
 GB0858_SP_SET: ROCK OUTCROP
 GB0858_STAMPING: L 191 1950
 GB0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0858+STABILITY: POSITION/ELEVATION WELL
 GB0858
 GB0858  HISTORY     - Date     Condition        Report By
 GB0858  HISTORY     - 1950     MONUMENTED       CGS
 GB0858  HISTORY     - 1968     GOOD             NGS
 GB0858
 GB0858                          STATION DESCRIPTION
 GB0858
 GB0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0858'5.5 MI S FROM LANCING.
 GB0858'ABOUT 5.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0858'AT LANCING, 0.65 MILE SOUTHEAST OF THE SOUTHEAST END OF TUNNEL
 GB0858'NUMBER 24, 0.3 MILE NORTHWEST OF MILEPOST 247, SET VERTICALLY IN
 GB0858'THE SOUTHWEST FACE OF A ROCK OUTCROP IN THE NORTHEAST BANK OF A CUT
 GB0858'FOR THE RAILROAD, 60 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GB0858'TRACK, 10 1/2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 1 FOOT
 GB0858'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 GB0858'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0967 ***********************************************************************
 FC0967  DESIGNATION -  L 192
 FC0967  PID         -  FC0967
 FC0967  STATE/COUNTY-  TN/RHEA
 FC0967  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC0967
 FC0967                         *CURRENT SURVEY CONTROL
 FC0967  ___________________________________________________________________
 FC0967* NAD 83(1986)-  35 31 07.     (N)    085 00 04.     (W)     SCALED    
 FC0967* NAVD 88     -       215.501  (meters)     707.02   (feet)  ADJUSTED  
 FC0967  ___________________________________________________________________
 FC0967  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC0967  DYNAMIC HT  -         215.297 (meters)     706.35  (feet)  COMP
 FC0967  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FC0967
 FC0967  VERT ORDER  -  FIRST     CLASS II
 FC0967
 FC0967.The horizontal coordinates were scaled from a topographic map and have
 FC0967.an estimated accuracy of +/- 6 seconds.
 FC0967
 FC0967.The orthometric height was determined by differential leveling
 FC0967.and adjusted by the National Geodetic Survey in June 1991..
 FC0967
 FC0967.The geoid height was determined by GEOID03.
 FC0967
 FC0967.The dynamic height is computed by dividing the NAVD 88
 FC0967.geopotential number by the normal gravity value computed on the
 FC0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0967.degrees latitude (g = 980.6199 gals.).
 FC0967
 FC0967.The modeled gravity was interpolated from observed gravity values.
 FC0967
 FC0967;                    North         East    Units  Estimated Accuracy
 FC0967;SPC TN       -   131,970.      690,600.      MT  (+/- 180 meters Scaled)
 FC0967
 FC0967                          SUPERSEDED SURVEY CONTROL
 FC0967
 FC0967  NGVD 29 (??/??/92)  215.579  (m)          707.28   (f) ADJ UNCH    1 2
 FC0967
 FC0967.Superseded values are not recommended for survey control.
 FC0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0967.See file dsdata.txt to determine how the superseded data were derived.
 FC0967
 FC0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE812323(NAD 83)
 FC0967_MARKER: DB = BENCH MARK DISK
 FC0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0967_STAMPING: L 192 1950
 FC0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0967+STABILITY: SURFACE MOTION
 FC0967
 FC0967  HISTORY     - Date     Condition        Report By
 FC0967  HISTORY     - 1950     MONUMENTED       CGS
 FC0967
 FC0967                          STATION DESCRIPTION
 FC0967
 FC0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0967'1.9 MI NE FROM DAYTON.
 FC0967'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0967'AT DAYTON, ABOUT 0.15 MILE NORTH OF MILE POST 298, AT A GRAVEL
 FC0967'ROAD CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30
 FC0967'FEET SOUTHWEST OF A FENCE CORNER, 44 FEET SOUTHWEST OF THE
 FC0967'CENTER LINE OF THE ROAD, 86 FEET SOUTH OF THE CENTER OF THE
 FC0967'CROSSING, 11.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST
 FC0967'OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS
 FC0967'POST, ABOUT 5 FEET BELOW THE TOP OF RAIL AND SET IN THE TOP
 FC0967'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0789 ***********************************************************************
 FC0789  DESIGNATION -  L 193
 FC0789  PID         -  FC0789
 FC0789  STATE/COUNTY-  TN/MCMINN
 FC0789  USGS QUAD   -  NIOTA (1990)
 FC0789
 FC0789                         *CURRENT SURVEY CONTROL
 FC0789  ___________________________________________________________________
 FC0789* NAD 83(1986)-  35 36 12.     (N)    084 31 50.     (W)     SCALED    
 FC0789* NAVD 88     -       290.674  (meters)     953.65   (feet)  ADJUSTED  
 FC0789  ___________________________________________________________________
 FC0789  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0789  DYNAMIC HT  -         290.390 (meters)     952.72  (feet)  COMP
 FC0789  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 FC0789
 FC0789  VERT ORDER  -  FIRST     CLASS II
 FC0789
 FC0789.The horizontal coordinates were scaled from a topographic map and have
 FC0789.an estimated accuracy of +/- 6 seconds.
 FC0789
 FC0789.The orthometric height was determined by differential leveling
 FC0789.and adjusted by the National Geodetic Survey in June 1991..
 FC0789
 FC0789.The geoid height was determined by GEOID03.
 FC0789
 FC0789.The dynamic height is computed by dividing the NAVD 88
 FC0789.geopotential number by the normal gravity value computed on the
 FC0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0789.degrees latitude (g = 980.6199 gals.).
 FC0789
 FC0789.The modeled gravity was interpolated from observed gravity values.
 FC0789
 FC0789;                    North         East    Units  Estimated Accuracy
 FC0789;SPC TN       -   141,910.      733,140.      MT  (+/- 180 meters Scaled)
 FC0789
 FC0789                          SUPERSEDED SURVEY CONTROL
 FC0789
 FC0789  NGVD 29 (??/??/92)  290.752  (m)          953.91   (f) ADJ UNCH    1 2
 FC0789
 FC0789.Superseded values are not recommended for survey control.
 FC0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0789.See file dsdata.txt to determine how the superseded data were derived.
 FC0789
 FC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE236427(NAD 83)
 FC0789_MARKER: DD = SURVEY DISK
 FC0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0789_STAMPING: L 193 1950
 FC0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0789+STABILITY: SURFACE MOTION
 FC0789
 FC0789  HISTORY     - Date     Condition        Report By
 FC0789  HISTORY     - 1950     MONUMENTED       CGS
 FC0789  HISTORY     - 1961     GOOD             NGS
 FC0789
 FC0789                          STATION DESCRIPTION
 FC0789
 FC0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0789'4 MI W FROM SWEETWATER.
 FC0789'4.05 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0789'HIGHWAY 11 AT SWEETWATER, ABOUT 0.65 MILE WEST OF THE JUNCTION OF
 FC0789'A ROAD SOUTH, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A ROAD SOUTH,
 FC0789'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 168 FEET
 FC0789'NORTHWEST OF THE NORTH END OF A DOUBLE 36-INCH PIPE CULVERT, ABOUT
 FC0789'25 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM THE EAST END OF A
 FC0789'BENCH CUT, 1 1/2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST,
 FC0789'ABOUT 3 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 FC0789'CONCRETE POST PROJECTING 2 INCHES.
 FC0789
 FC0789                          STATION RECOVERY (1961)
 FC0789
 FC0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0656 ***********************************************************************
 FC0656  DESIGNATION -  L 194
 FC0656  PID         -  FC0656
 FC0656  STATE/COUNTY-  TN/ROANE
 FC0656  USGS QUAD   -  ROCKWOOD (1980)
 FC0656
 FC0656                         *CURRENT SURVEY CONTROL
 FC0656  ___________________________________________________________________
 FC0656* NAD 83(1986)-  35 51 51.     (N)    084 41 25.     (W)     SCALED    
 FC0656* NAVD 88     -       265.177  (meters)     870.00   (feet)  ADJUSTED  
 FC0656  ___________________________________________________________________
 FC0656  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0656  DYNAMIC HT  -         264.929 (meters)     869.19  (feet)  COMP
 FC0656  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FC0656
 FC0656  VERT ORDER  -  FIRST     CLASS II
 FC0656
 FC0656.The horizontal coordinates were scaled from a topographic map and have
 FC0656.an estimated accuracy of +/- 6 seconds.
 FC0656
 FC0656.The orthometric height was determined by differential leveling
 FC0656.and adjusted by the National Geodetic Survey in June 1991..
 FC0656
 FC0656.The geoid height was determined by GEOID03.
 FC0656
 FC0656.The dynamic height is computed by dividing the NAVD 88
 FC0656.geopotential number by the normal gravity value computed on the
 FC0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0656.degrees latitude (g = 980.6199 gals.).
 FC0656
 FC0656.The modeled gravity was interpolated from observed gravity values.
 FC0656
 FC0656;                    North         East    Units  Estimated Accuracy
 FC0656;SPC TN       -   170,640.      718,280.      MT  (+/- 180 meters Scaled)
 FC0656
 FC0656                          SUPERSEDED SURVEY CONTROL
 FC0656
 FC0656  NGVD 29 (??/??/92)  265.280  (m)          870.34   (f) ADJ UNCH    1 2
 FC0656
 FC0656.Superseded values are not recommended for survey control.
 FC0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0656.See file dsdata.txt to determine how the superseded data were derived.
 FC0656
 FC0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE085713(NAD 83)
 FC0656_MARKER: DB = BENCH MARK DISK
 FC0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0656_SP_SET: MONUMENT
 FC0656_STAMPING: L 194 1950
 FC0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0656
 FC0656  HISTORY     - Date     Condition        Report By
 FC0656  HISTORY     - 1950     MONUMENTED       CGS
 FC0656  HISTORY     - 1969     GOOD             NGS
 FC0656  HISTORY     - 1972     GOOD             TVA
 FC0656
 FC0656                          STATION DESCRIPTION
 FC0656
 FC0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0656'AT ROCKWOOD.
 FC0656'THE MARK IS NOW LOCATED NEAR THE EXISTING SOUTHERN RAILWAY
 FC0656'STATION, 130 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC0656'TRACK, 89 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF FRONT
 FC0656'AVENUE, 83 FEET NORTH OF THE NORTH CORNER OF THE RAILWAY STATION,
 FC0656'29 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF RATHBURN STREET,
 FC0656'11.8 FEET WEST-SOUTHWEST OF A POWERLINE POLE, 4.5 FEET SOUTHWEST
 FC0656'OF A UTILITY POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST AND
 FC0656'SIGN, AND ABOUT LEVEL WITH THE TOP OF A GRAVELED PARKING AREA.
 FC0656'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FC0656'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED L 194 1950.
 FC0656
 FC0656                          STATION RECOVERY (1972)
 FC0656
 FC0656'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0120 ***********************************************************************
 FC0120  DESIGNATION -  L 195
 FC0120  PID         -  FC0120
 FC0120  STATE/COUNTY-  TN/ROANE
 FC0120  USGS QUAD   -  ELVERTON (1990)
 FC0120
 FC0120                         *CURRENT SURVEY CONTROL
 FC0120  ___________________________________________________________________
 FC0120* NAD 83(1986)-  35 58 53.     (N)    084 26 07.     (W)     SCALED    
 FC0120* NAVD 88     -       258.621  (meters)     848.49   (feet)  ADJUSTED  
 FC0120  ___________________________________________________________________
 FC0120  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0120  DYNAMIC HT  -         258.386 (meters)     847.72  (feet)  COMP
 FC0120  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FC0120
 FC0120  VERT ORDER  -  FIRST     CLASS I
 FC0120
 FC0120.The horizontal coordinates were scaled from a topographic map and have
 FC0120.an estimated accuracy of +/- 6 seconds.
 FC0120
 FC0120.The orthometric height was determined by differential leveling
 FC0120.and adjusted by the National Geodetic Survey in June 1991..
 FC0120
 FC0120.The geoid height was determined by GEOID03.
 FC0120
 FC0120.The dynamic height is computed by dividing the NAVD 88
 FC0120.geopotential number by the normal gravity value computed on the
 FC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0120.degrees latitude (g = 980.6199 gals.).
 FC0120
 FC0120.The modeled gravity was interpolated from observed gravity values.
 FC0120
 FC0120;                    North         East    Units  Estimated Accuracy
 FC0120;SPC TN       -   183,980.      741,100.      MT  (+/- 180 meters Scaled)
 FC0120
 FC0120                          SUPERSEDED SURVEY CONTROL
 FC0120
 FC0120  NGVD 29 (??/??/92)  258.741  (m)          848.89   (f) ADJ UNCH    1 1
 FC0120
 FC0120.Superseded values are not recommended for survey control.
 FC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0120.See file dsdata.txt to determine how the superseded data were derived.
 FC0120
 FC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE312849(NAD 83)
 FC0120_MARKER: DB = BENCH MARK DISK
 FC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0120_STAMPING: L 195 1950
 FC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0120+STABILITY: SURFACE MOTION
 FC0120
 FC0120  HISTORY     - Date     Condition        Report By
 FC0120  HISTORY     - 1950     MONUMENTED       CGS
 FC0120  HISTORY     - 1967     GOOD             NGS
 FC0120
 FC0120                          STATION DESCRIPTION
 FC0120
 FC0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0120'7 MI SW FROM OLIVER SPRINGS.
 FC0120'ABOUT 7.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0120'STATION AT OLIVER SPRINGS, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 42,
 FC0120'ABOUT 100 YARDS SOUTH OF A TWO STORY FRAME HOUSE, 25 1/2 FEET
 FC0120'WEST OF AN ABANDONED FARM ROAD CROSSING, 23 FEET SOUTHWEST OF THE
 FC0120'CENTER LINE OF THE ABANDONED ROAD, 10.7 FEET NORTHWEST OF THE
 FC0120'NORTHWEST RAIL, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 FC0120'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FC0120'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0897 ***********************************************************************
 GB0897  DESIGNATION -  L 196
 GB0897  PID         -  GB0897
 GB0897  STATE/COUNTY-  TN/MORGAN
 GB0897  USGS QUAD   -  RUGBY (1984)
 GB0897
 GB0897                         *CURRENT SURVEY CONTROL
 GB0897  ___________________________________________________________________
 GB0897* NAD 83(1986)-  36 15 54.     (N)    084 39 32.     (W)     SCALED    
 GB0897* NAVD 88     -       432.455  (meters)    1418.81   (feet)  ADJUSTED  
 GB0897  ___________________________________________________________________
 GB0897  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0897  DYNAMIC HT  -         432.076 (meters)    1417.57  (feet)  COMP
 GB0897  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 GB0897
 GB0897  VERT ORDER  -  FIRST     CLASS I
 GB0897
 GB0897.The horizontal coordinates were scaled from a topographic map and have
 GB0897.an estimated accuracy of +/- 6 seconds.
 GB0897
 GB0897.The orthometric height was determined by differential leveling
 GB0897.and adjusted by the National Geodetic Survey in June 1991..
 GB0897
 GB0897.The geoid height was determined by GEOID03.
 GB0897
 GB0897.The dynamic height is computed by dividing the NAVD 88
 GB0897.geopotential number by the normal gravity value computed on the
 GB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0897.degrees latitude (g = 980.6199 gals.).
 GB0897
 GB0897.The modeled gravity was interpolated from observed gravity values.
 GB0897
 GB0897;                    North         East    Units  Estimated Accuracy
 GB0897;SPC TN       -   215,150.      720,510.      MT  (+/- 180 meters Scaled)
 GB0897
 GB0897                          SUPERSEDED SURVEY CONTROL
 GB0897
 GB0897  NGVD 29 (??/??/92)  432.566  (m)         1419.18   (f) ADJ UNCH    1 1
 GB0897
 GB0897.Superseded values are not recommended for survey control.
 GB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0897.See file dsdata.txt to determine how the superseded data were derived.
 GB0897
 GB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF103158(NAD 83)
 GB0897_MARKER: DB = BENCH MARK DISK
 GB0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0897+STABILITY: SURFACE MOTION
 GB0897
 GB0897  HISTORY     - Date     Condition        Report By
 GB0897  HISTORY     - UNK      MONUMENTED       CGS
 GB0897  HISTORY     - 1968     GOOD             NGS
 GB0897
 GB0897                          STATION DESCRIPTION
 GB0897
 GB0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0897'3.2 MI NE FROM SUNBRIGHT.
 GB0897'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0897'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0897'SOUTHERN RAILWAY, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF
 GB0897'THE SOUTHERN RAILWAY, THENCE 2.5 MILES NORTHEAST ALONG THE MAIN
 GB0897'TRACK, THENCE 0.4 MILE SOUTHWEST ALONG AN ABANDONED RAILROAD
 GB0897'GRADE, 0.2 MILE NORTHEAST OF THE NORTHEAST END OF ABANDONED
 GB0897'RAILROAD TUNNEL 16, 59 FEET NORTHWEST OF THE CENTERLINE OF THE
 GB0897'ABANDONED GRADE, 13 FEET EAST OF THE CENTERLINE OF A TRAIL ROAD,
 GB0897'13 FEET SOUTH OF A TELEPHONE POLE, 36 1/2 FEET NORTH OF A
 GB0897'VERTICAL RAILROAD RAIL WHICH IS USED FOR A GATE POST, 2.0 FEET
 GB0897'WEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE ABANDONED
 GB0897'GRADE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 GB0897'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0940 ***********************************************************************
 GB0940  DESIGNATION -  L 197
 GB0940  PID         -  GB0940
 GB0940  STATE/COUNTY-  TN/SCOTT
 GB0940  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0940
 GB0940                         *CURRENT SURVEY CONTROL
 GB0940  ___________________________________________________________________
 GB0940* NAD 83(1986)-  36 27 26.     (N)    084 32 50.     (W)     SCALED    
 GB0940* NAVD 88     -       445.331  (meters)    1461.06   (feet)  ADJUSTED  
 GB0940  ___________________________________________________________________
 GB0940  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0940  DYNAMIC HT  -         444.950 (meters)    1459.81  (feet)  COMP
 GB0940  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GB0940
 GB0940  VERT ORDER  -  FIRST     CLASS I
 GB0940
 GB0940.The horizontal coordinates were scaled from a topographic map and have
 GB0940.an estimated accuracy of +/- 6 seconds.
 GB0940
 GB0940.The orthometric height was determined by differential leveling
 GB0940.and adjusted by the National Geodetic Survey in June 1991..
 GB0940
 GB0940.The geoid height was determined by GEOID03.
 GB0940
 GB0940.The dynamic height is computed by dividing the NAVD 88
 GB0940.geopotential number by the normal gravity value computed on the
 GB0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0940.degrees latitude (g = 980.6199 gals.).
 GB0940
 GB0940.The modeled gravity was interpolated from observed gravity values.
 GB0940
 GB0940;                    North         East    Units  Estimated Accuracy
 GB0940;SPC TN       -   236,620.      730,220.      MT  (+/- 180 meters Scaled)
 GB0940
 GB0940                          SUPERSEDED SURVEY CONTROL
 GB0940
 GB0940  NGVD 29 (??/??/92)  445.458  (m)         1461.47   (f) ADJ UNCH    1 1
 GB0940
 GB0940.Superseded values are not recommended for survey control.
 GB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0940.See file dsdata.txt to determine how the superseded data were derived.
 GB0940
 GB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198374(NAD 83)
 GB0940_MARKER: DB = BENCH MARK DISK
 GB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0940_STAMPING: L 197 1950
 GB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0940+STABILITY: SURFACE MOTION
 GB0940
 GB0940  HISTORY     - Date     Condition        Report By
 GB0940  HISTORY     - 1950     MONUMENTED       CGS
 GB0940  HISTORY     - 1968     GOOD             NGS
 GB0940
 GB0940                          STATION DESCRIPTION
 GB0940
 GB0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0940'1.9 MI N FROM HELENWOOD.
 GB0940'ABOUT 1.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0940'STATION AT HELENWOOD, OR ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN
 GB0940'RAILWAY FROM THE STATION AT ONEIDA, NEAR THE SOUTH END OF A
 GB0940'CUT FOR THE RAILROAD, 0.2 MILE NORTH OF A SIGNAL GANTRY, 198
 GB0940'YARDS SOUTH OF MILEPOST 213, 40 FEET EAST OF THE EAST RAIL OF
 GB0940'THE EAST TRACK, 68 FEET SOUTHEAST OF A TELEPHONE POLE, 43 FEET
 GB0940'NORTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.4
 GB0940'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 GB0940'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GB0940'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1145 ***********************************************************************
 GC1145  DESIGNATION -  L 198
 GC1145  PID         -  GC1145
 GC1145  STATE/COUNTY-  TN/MONTGOMERY
 GC1145  USGS QUAD   -  SANGO (1984)
 GC1145
 GC1145                         *CURRENT SURVEY CONTROL
 GC1145  ___________________________________________________________________
 GC1145* NAD 83(1986)-  36 36 21.     (N)    087 14 21.     (W)     SCALED    
 GC1145* NAVD 88     -       169.016  (meters)     554.51   (feet)  ADJUSTED  
 GC1145  ___________________________________________________________________
 GC1145  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1145  DYNAMIC HT  -         168.880 (meters)     554.07  (feet)  COMP
 GC1145  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GC1145
 GC1145  VERT ORDER  -  FIRST     CLASS II
 GC1145
 GC1145.The horizontal coordinates were scaled from a topographic map and have
 GC1145.an estimated accuracy of +/- 6 seconds.
 GC1145
 GC1145.The orthometric height was determined by differential leveling
 GC1145.and adjusted by the National Geodetic Survey in June 1991..
 GC1145
 GC1145.The geoid height was determined by GEOID03.
 GC1145
 GC1145.The dynamic height is computed by dividing the NAVD 88
 GC1145.geopotential number by the normal gravity value computed on the
 GC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1145.degrees latitude (g = 980.6199 gals.).
 GC1145
 GC1145.The modeled gravity was interpolated from observed gravity values.
 GC1145
 GC1145;                    North         East    Units  Estimated Accuracy
 GC1145;SPC TN       -   252,840.      489,130.      MT  (+/- 180 meters Scaled)
 GC1145
 GC1145                          SUPERSEDED SURVEY CONTROL
 GC1145
 GC1145  NGVD 29 (??/??/92)  169.090  (m)          554.76   (f) ADJ UNCH    1 2
 GC1145
 GC1145.Superseded values are not recommended for survey control.
 GC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1145.See file dsdata.txt to determine how the superseded data were derived.
 GC1145
 GC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF786511(NAD 83)
 GC1145_MARKER: DB = BENCH MARK DISK
 GC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1145_STAMPING: L 198 1954
 GC1145_MARK LOGO: CGS   
 GC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1145+STABILITY: SURFACE MOTION
 GC1145
 GC1145  HISTORY     - Date     Condition        Report By
 GC1145  HISTORY     - 1954     MONUMENTED       CGS
 GC1145  HISTORY     - 1984     GOOD             NGS
 GC1145
 GC1145                          STATION DESCRIPTION
 GC1145
 GC1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1145'4.2 MI NE FROM ST BETHLEHEM.
 GC1145'4.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1145'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1145'105 YARDS SOUTHWEST OF MILE POST 169, AT AN ABANDONED FARM LANE
 GC1145'CROSSING, ABOUT 0.95 MILE SOUTHWEST OF THE ROAD CROSSING AT
 GC1145'BELDON (HAMPTON STATION), 27 FEET NORTHWEST OF NORTHWEST RAIL, 32
 GC1145'FEET WEST OF CENTER OF ABANDONED CROSSING, 1 1/2 FEET SOUTHEAST
 GC1145'OF A FENCE LINE, 3 FEET EAST OF A FENCE CORNER, 15 1/2 FEET
 GC1145'SOUTHWEST OF CENTER OF A GATE IN FENCE LINE, 53 FEET SOUTHEAST
 GC1145'OF POWER POLE NO. 1069, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GC1145'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 GC1145'CONCRETE POST PROJECTING 3 INCHES.
 GC1145
 GC1145                          STATION RECOVERY (1984)
 GC1145
 GC1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1145'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC1145'THE MARK IS ABOVE LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0687 ***********************************************************************
 FC0687  DESIGNATION -  L 2
 FC0687  PID         -  FC0687
 FC0687  STATE/COUNTY-  TN/RHEA
 FC0687  USGS QUAD   -  PENNINE (1990)
 FC0687
 FC0687                         *CURRENT SURVEY CONTROL
 FC0687  ___________________________________________________________________
 FC0687* NAD 83(1986)-  35 37 55.     (N)    084 54 02.     (W)     SCALED    
 FC0687* NAVD 88     -       247.966  (meters)     813.54   (feet)  ADJUSTED  
 FC0687  ___________________________________________________________________
 FC0687  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0687  DYNAMIC HT  -         247.730 (meters)     812.76  (feet)  COMP
 FC0687  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0687
 FC0687  VERT ORDER  -  FIRST     CLASS II
 FC0687
 FC0687.The horizontal coordinates were scaled from a topographic map and have
 FC0687.an estimated accuracy of +/- 6 seconds.
 FC0687
 FC0687.The orthometric height was determined by differential leveling
 FC0687.and adjusted by the National Geodetic Survey in June 1991..
 FC0687
 FC0687.The geoid height was determined by GEOID03.
 FC0687
 FC0687.The dynamic height is computed by dividing the NAVD 88
 FC0687.geopotential number by the normal gravity value computed on the
 FC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0687.degrees latitude (g = 980.6199 gals.).
 FC0687
 FC0687.The modeled gravity was interpolated from observed gravity values.
 FC0687
 FC0687;                    North         East    Units  Estimated Accuracy
 FC0687;SPC TN       -   144,640.      699,580.      MT  (+/- 180 meters Scaled)
 FC0687
 FC0687                          SUPERSEDED SURVEY CONTROL
 FC0687
 FC0687  NGVD 29 (??/??/92)  248.040  (m)          813.78   (f) ADJ UNCH    1 2
 FC0687
 FC0687.Superseded values are not recommended for survey control.
 FC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0687.See file dsdata.txt to determine how the superseded data were derived.
 FC0687
 FC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE901451(NAD 83)
 FC0687_MARKER: Z = SEE DESCRIPTION
 FC0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0687_SP_SET: STEP
 FC0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0687
 FC0687  HISTORY     - Date     Condition        Report By
 FC0687  HISTORY     - UNK      MONUMENTED       CGS
 FC0687  HISTORY     - 1950     GOOD             NGS
 FC0687
 FC0687                          STATION DESCRIPTION
 FC0687
 FC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0687'4.9 MI SW FROM SPRING CITY.
 FC0687'4.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0687'AT SPRING CITY, ABOUT 5.45 MILES NORTHEAST OF THE STATION AT
 FC0687'EVENSVILLE, ABOUT 0.4 MILE SOUTH OF THE STATION SIGN AT PENNINE,
 FC0687'AT A HEAVY ARCHED CULVERT, AT THE WEST SIDE OF THE NORTH END,
 FC0687'IN THE THIRD STEP BELOW THE COPING, 8 INCHES NORTH OF THE SOUTH
 FC0687'FACE, 6 INCHES EAST OF THE WEST FACE, 18 1/2 FEET WEST OF THE
 FC0687'WEST RAIL, ABOUT 12 FEET BELOW THE TRACK AND SURROUNDED BY THE
 FC0687'LETTERS USC AND GS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0124 ***********************************************************************
 FE0124  DESIGNATION -  L 20
 FE0124  PID         -  FE0124
 FE0124  STATE/COUNTY-  TN/HENDERSON
 FE0124  USGS QUAD   -  LEXINGTON (1992)
 FE0124
 FE0124                         *CURRENT SURVEY CONTROL
 FE0124  ___________________________________________________________________
 FE0124* NAD 83(1986)-  35 37 49.     (N)    088 22 40.     (W)     SCALED    
 FE0124* NAVD 88     -       132.737  (meters)     435.49   (feet)  ADJUSTED  
 FE0124  ___________________________________________________________________
 FE0124  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0124  DYNAMIC HT  -         132.618 (meters)     435.10  (feet)  COMP
 FE0124  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FE0124
 FE0124  VERT ORDER  -  SECOND    CLASS 0
 FE0124
 FE0124.The horizontal coordinates were scaled from a topographic map and have
 FE0124.an estimated accuracy of +/- 6 seconds.
 FE0124
 FE0124.The orthometric height was determined by differential leveling
 FE0124.and adjusted by the National Geodetic Survey in June 1991..
 FE0124
 FE0124.The geoid height was determined by GEOID03.
 FE0124
 FE0124.The dynamic height is computed by dividing the NAVD 88
 FE0124.geopotential number by the normal gravity value computed on the
 FE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0124.degrees latitude (g = 980.6199 gals.).
 FE0124
 FE0124.The modeled gravity was interpolated from observed gravity values.
 FE0124
 FE0124;                    North         East    Units  Estimated Accuracy
 FE0124;SPC TN       -   146,510.      384,650.      MT  (+/- 180 meters Scaled)
 FE0124
 FE0124                          SUPERSEDED SURVEY CONTROL
 FE0124
 FE0124  NGVD 29 (??/??/??)  132.755  (m)          435.55   (f) ADJUSTED    2 0
 FE0124
 FE0124.Superseded values are not recommended for survey control.
 FE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0124.See file dsdata.txt to determine how the superseded data were derived.
 FE0124
 FE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE752438(NAD 83)
 FE0124_MARKER: DB = BENCH MARK DISK
 FE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0124_STAMPING: 435.659 L 20 1934
 FE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0124+STABILITY: SURFACE MOTION
 FE0124
 FE0124  HISTORY     - Date     Condition        Report By
 FE0124  HISTORY     - 1934     MONUMENTED       CGS
 FE0124  HISTORY     - 1935     GOOD             CGS
 FE0124
 FE0124                          STATION DESCRIPTION
 FE0124
 FE0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0124'1.3 MI SE FROM LEXINGTON.
 FE0124'1.3 MILES SOUTHEAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA AND
 FE0124'ST. LOUIS RAILWAY (PERRYVILLE BRANCH) FROM LEXINGTON, HENDERSON
 FE0124'COUNTY, 125 FEET SOUTHEAST OF TRESTLE 1.2, 15 FEET SOUTHEAST OF A
 FE0124'PRIVATE-ROAD CROSSING, AND 15 FEET SOUTHWEST OF THE OLD ROADBED.
 FE0124'A STANDARD DISK, STAMPED 435.659 L 20 1934 AND SET IN THE TOP OF A
 FE0124'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2620 ***********************************************************************
 GA2620  DESIGNATION -  L 201
 GA2620  PID         -  GA2620
 GA2620  STATE/COUNTY-  TN/CLAIBORNE
 GA2620  USGS QUAD   -  EAGAN (1953)
 GA2620
 GA2620                         *CURRENT SURVEY CONTROL
 GA2620  ___________________________________________________________________
 GA2620* NAD 83(1986)-  36 34 49.     (N)    083 56 02.     (W)     SCALED    
 GA2620* NAVD 88     -       422.347  (meters)    1385.65   (feet)  ADJUSTED  
 GA2620  ___________________________________________________________________
 GA2620  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GA2620  DYNAMIC HT  -         421.980 (meters)    1384.45  (feet)  COMP
 GA2620  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GA2620
 GA2620  VERT ORDER  -  SECOND    CLASS 0
 GA2620
 GA2620.The horizontal coordinates were scaled from a topographic map and have
 GA2620.an estimated accuracy of +/- 6 seconds.
 GA2620
 GA2620.The orthometric height was determined by differential leveling
 GA2620.and adjusted by the National Geodetic Survey in June 1991..
 GA2620
 GA2620.The geoid height was determined by GEOID03.
 GA2620
 GA2620.The dynamic height is computed by dividing the NAVD 88
 GA2620.geopotential number by the normal gravity value computed on the
 GA2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2620.degrees latitude (g = 980.6199 gals.).
 GA2620
 GA2620.The modeled gravity was interpolated from observed gravity values.
 GA2620
 GA2620;                    North         East    Units  Estimated Accuracy
 GA2620;SPC TN       -   251,260.      784,910.      MT  (+/- 180 meters Scaled)
 GA2620
 GA2620                          SUPERSEDED SURVEY CONTROL
 GA2620
 GA2620  NGVD 29 (??/??/92)  422.484  (m)         1386.10   (f) ADJ UNCH    2 0
 GA2620
 GA2620.Superseded values are not recommended for survey control.
 GA2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2620.See file dsdata.txt to determine how the superseded data were derived.
 GA2620
 GA2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374523(NAD 83)
 GA2620_MARKER: DB = BENCH MARK DISK
 GA2620_SETTING: 66 = SET IN ROCK OUTCROP
 GA2620_SP_SET: ROCK OUTCROP
 GA2620_STAMPING: L 201 1951
 GA2620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2620+STABILITY: POSITION/ELEVATION WELL
 GA2620
 GA2620  HISTORY     - Date     Condition        Report By
 GA2620  HISTORY     - 1951     MONUMENTED       CGS
 GA2620  HISTORY     - 1971     GOOD             NGS
 GA2620
 GA2620                          STATION DESCRIPTION
 GA2620
 GA2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2620'3 MI W FROM PRUDEN.
 GA2620'2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 GA2620'AT PRUDEN TO A POINT WHERE STATE HIGHWAY 90 PARALLELS THE TRACK
 GA2620'AND JUNCTION OF STATE HIGHWAY 90 AND GRAVEL ROAD NORTHWEST, THENCE
 GA2620'ABOUT 1.0 MILE NORTHWEST ALONG GRAVEL ROAD, ABOUT 0.6 MILE SOUTH
 GA2620'OF THE KENTUCKY-TENNESSEE STATE LINE, ON THE OUTSIDE OF A SHARP
 GA2620'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND NORTHEAST, SET IN THE
 GA2620'TOP OF A LARGE FLAT OUTCROP OF ROCK, 24 FEET WEST OF THE CENTER
 GA2620'LINE OF THE ROAD, 85 FEET SOUTH OF A SPRING WITH CONCRETE AND
 GA2620'ROCK WALL, 45 FEET SOUTHWEST OF THE NORTHWEST END OF A 30-INCH
 GA2620'PIPE CULVERT WITH ROCK HEADWALLS, ABOUT 3 FEET WEST OF THE EAST
 GA2620'EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE ROAD.  NOTE-- MARK MAY BE
 GA2620'REACHED FROM THE POST OFFICE AT FRAKES, BELL COUNTY KENTUCKY BY
 GA2620'GOING ABOUT 4.7 MILES SOUTHWEST ALONG STATE HIGHWAYS 190 AND 204
 GA2620'TO THE KY.-TENN. STATE LINE, THENCE ABOUT 0.6 MILE SOUTH ALONG A
 GA2620'GRAVEL ROAD.  NOTE-- MARK MAY ALSO BE REACHED FROM THE JUNCTION
 GA2620'OF STATE HIGHWAY 90 AND A BLACK TOP ROAD LEADING SOUTHEAST TO
 GA2620'VALLEY CREEK BY GOING ABOUT 0.85 MILE SOUTHWEST ALONG STATE HIGHWAY
 GA2620'90, THENCE ABOUT 1.0 MILE NORTHWEST ALONG A GRAVEL ROAD.
 GA2620
 GA2620                          STATION RECOVERY (1971)
 GA2620
 GA2620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GA2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0161 ***********************************************************************
 GB0161  DESIGNATION -  L 202
 GB0161  PID         -  GB0161
 GB0161  STATE/COUNTY-  TN/SCOTT
 GB0161  USGS QUAD   -  KETCHEN (1982)
 GB0161
 GB0161                         *CURRENT SURVEY CONTROL
 GB0161  ___________________________________________________________________
 GB0161* NAD 83(1986)-  36 33 36.     (N)    084 16 45.     (W)     SCALED    
 GB0161* NAVD 88     -       390.588  (meters)    1281.45   (feet)  ADJUSTED  
 GB0161  ___________________________________________________________________
 GB0161  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0161  DYNAMIC HT  -         390.255 (meters)    1280.36  (feet)  COMP
 GB0161  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GB0161
 GB0161  VERT ORDER  -  SECOND    CLASS 0
 GB0161
 GB0161.The horizontal coordinates were scaled from a topographic map and have
 GB0161.an estimated accuracy of +/- 6 seconds.
 GB0161
 GB0161.The orthometric height was determined by differential leveling
 GB0161.and adjusted by the National Geodetic Survey in June 1991..
 GB0161
 GB0161.The geoid height was determined by GEOID03.
 GB0161
 GB0161.The dynamic height is computed by dividing the NAVD 88
 GB0161.geopotential number by the normal gravity value computed on the
 GB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0161.degrees latitude (g = 980.6199 gals.).
 GB0161
 GB0161.The modeled gravity was interpolated from observed gravity values.
 GB0161
 GB0161;                    North         East    Units  Estimated Accuracy
 GB0161;SPC TN       -   248,410.      754,050.      MT  (+/- 180 meters Scaled)
 GB0161
 GB0161                          SUPERSEDED SURVEY CONTROL
 GB0161
 GB0161  NGVD 29 (??/??/92)  390.721  (m)         1281.89   (f) ADJ UNCH    2 0
 GB0161
 GB0161.Superseded values are not recommended for survey control.
 GB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0161.See file dsdata.txt to determine how the superseded data were derived.
 GB0161
 GB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF435495(NAD 83)
 GB0161_MARKER: DB = BENCH MARK DISK
 GB0161_SETTING: 66 = SET IN ROCK OUTCROP
 GB0161_SP_SET: ROCK OUTCROP
 GB0161_STAMPING: L 202 1951
 GB0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0161+STABILITY: POSITION/ELEVATION WELL
 GB0161
 GB0161  HISTORY     - Date     Condition        Report By
 GB0161  HISTORY     - 1951     MONUMENTED       CGS
 GB0161  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0161
 GB0161                          STATION DESCRIPTION
 GB0161
 GB0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0161'3.8 MI SE FROM KETCHEN.
 GB0161'ABOUT 3.8 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD LEADING
 GB0161'TO ELK VALLEY FROM THE CHURCH AND SCHOOL AT KETCHEN, ABOUT 0.95
 GB0161'MILE SOUTHEAST OF THE JUNCTION OF A SIDE ROAD NORTH, ABOUT 0.9
 GB0161'MILE SOUTHEAST OF A SMALL CEMETERY, ABOUT 0.1 MILE NORTHWEST OF A
 GB0161'DRIVE NORTH TO A SCHOOL, SET IN THE TOP OF THE NORTHWEST EDGE OF
 GB0161'A LARGE SLANTING OUTCROP OF ROCK, ABOUT 100 YARDS NORTHWEST OF
 GB0161'THE NORTHWEST CORNER OF THE SCHOOL, 9 FEET SOUTHEAST OF THE
 GB0161'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 GB0161'NOTE-- THE ROCK MAY HAVE BEEN PUSHED OVER BY ROAD WORK.
 GB0161
 GB0161                          STATION RECOVERY (1957)
 GB0161
 GB0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1086 ***********************************************************************
 GB1086  DESIGNATION -  L 203
 GB1086  PID         -  GB1086
 GB1086  STATE/COUNTY-  TN/FENTRESS
 GB1086  USGS QUAD   -  SHARP PLACE (1981)
 GB1086
 GB1086                         *CURRENT SURVEY CONTROL
 GB1086  ___________________________________________________________________
 GB1086* NAD 83(1986)-  36 33 12.     (N)    084 50 59.     (W)     SCALED    
 GB1086* NAVD 88     -       511.129  (meters)    1676.93   (feet)  ADJUSTED  
 GB1086  ___________________________________________________________________
 GB1086  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB1086  DYNAMIC HT  -         510.701 (meters)    1675.52  (feet)  COMP
 GB1086  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GB1086
 GB1086  VERT ORDER  -  SECOND    CLASS 0
 GB1086
 GB1086.The horizontal coordinates were scaled from a topographic map and have
 GB1086.an estimated accuracy of +/- 6 seconds.
 GB1086
 GB1086.The orthometric height was determined by differential leveling
 GB1086.and adjusted by the National Geodetic Survey in June 1991..
 GB1086
 GB1086.The geoid height was determined by GEOID03.
 GB1086
 GB1086.The dynamic height is computed by dividing the NAVD 88
 GB1086.geopotential number by the normal gravity value computed on the
 GB1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1086.degrees latitude (g = 980.6199 gals.).
 GB1086
 GB1086.The modeled gravity was interpolated from observed gravity values.
 GB1086
 GB1086;                    North         East    Units  Estimated Accuracy
 GB1086;SPC TN       -   246,920.      702,980.      MT  (+/- 180 meters Scaled)
 GB1086
 GB1086                          SUPERSEDED SURVEY CONTROL
 GB1086
 GB1086  NGVD 29 (??/??/92)  511.260  (m)         1677.36   (f) ADJ UNCH    2 0
 GB1086
 GB1086.Superseded values are not recommended for survey control.
 GB1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1086.See file dsdata.txt to determine how the superseded data were derived.
 GB1086
 GB1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF924474(NAD 83)
 GB1086_MARKER: DB = BENCH MARK DISK
 GB1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1086_STAMPING: L 203 1951 1677.359
 GB1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1086+STABILITY: SURFACE MOTION
 GB1086
 GB1086  HISTORY     - Date     Condition        Report By
 GB1086  HISTORY     - 1951     MONUMENTED       CGS
 GB1086  HISTORY     - 1958     GOOD             NGS
 GB1086
 GB1086                          STATION DESCRIPTION
 GB1086
 GB1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1086'9.4 MI N FROM EAST JAMESTOWN.
 GB1086'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1086'AT EAST JAMESTOWN, THENCE ABOUT 3.3 MILES NORTHWEST ALONG A
 GB1086'GRAVEL ROAD, ABOUT 0.4 MILE SOUTHEAST OF PICKETT-FENTRESS
 GB1086'COUNTY LINE, AT A DIM ROAD SOUTH, 35 FEET SOUTHWEST AND ACROSS
 GB1086'DIM ROAD SOUTH FROM CENTER LINE OF ROAD, 16 FEET WEST OF CENTER
 GB1086'LINE OF DIM ROAD SOUTH, 57 FEET SOUTH-SOUTHWEST AND ACROSS ROADS
 GB1086'FROM A TRIANGULAR BLAZED 8-INCH PINE TREE, 36 FEET SOUTH-SOUTHWEST
 GB1086'OF CENTER OF JUNCTION, 46 FEET WEST AND ACROSS DIM ROAD SOUTH
 GB1086'FROM A 16-INCH SLASH BLAZED PINE TREE, 1 1/2 FEET SOUTH OF A
 GB1086'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE ROAD AND SET
 GB1086'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1086
 GB1086                          STATION RECOVERY (1958)
 GB1086
 GB1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1590 ***********************************************************************
 GB1590  DESIGNATION -  L 204
 GB1590  PID         -  GB1590
 GB1590  STATE/COUNTY-  TN/CLAY
 GB1590  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1590
 GB1590                         *CURRENT SURVEY CONTROL
 GB1590  ___________________________________________________________________
 GB1590* NAD 83(1986)-  36 32 36.     (N)    085 28 53.     (W)     SCALED    
 GB1590* NAVD 88     -       180.333  (meters)     591.64   (feet)  ADJUSTED  
 GB1590  ___________________________________________________________________
 GB1590  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1590  DYNAMIC HT  -         180.179 (meters)     591.14  (feet)  COMP
 GB1590  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GB1590
 GB1590  VERT ORDER  -  SECOND    CLASS 0
 GB1590
 GB1590.The horizontal coordinates were scaled from a topographic map and have
 GB1590.an estimated accuracy of +/- 6 seconds.
 GB1590
 GB1590.The orthometric height was determined by differential leveling
 GB1590.and adjusted by the National Geodetic Survey in June 1991..
 GB1590
 GB1590.The geoid height was determined by GEOID03.
 GB1590
 GB1590.The dynamic height is computed by dividing the NAVD 88
 GB1590.geopotential number by the normal gravity value computed on the
 GB1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1590.degrees latitude (g = 980.6199 gals.).
 GB1590
 GB1590.The modeled gravity was interpolated from observed gravity values.
 GB1590
 GB1590;                    North         East    Units  Estimated Accuracy
 GB1590;SPC TN       -   245,330.      646,440.      MT  (+/- 180 meters Scaled)
 GB1590
 GB1590                          SUPERSEDED SURVEY CONTROL
 GB1590
 GB1590  NGVD 29 (??/??/92)  180.447  (m)          592.02   (f) ADJ UNCH    2 0
 GB1590
 GB1590.Superseded values are not recommended for survey control.
 GB1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1590.See file dsdata.txt to determine how the superseded data were derived.
 GB1590
 GB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF359452(NAD 83)
 GB1590_MARKER: DB = BENCH MARK DISK
 GB1590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1590_SP_SET: RETAINING WALL
 GB1590_STAMPING: L 204 1951
 GB1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1590
 GB1590  HISTORY     - Date     Condition        Report By
 GB1590  HISTORY     - 1951     MONUMENTED       CGS
 GB1590  HISTORY     - 1966     GOOD             NGS
 GB1590
 GB1590                          STATION DESCRIPTION
 GB1590
 GB1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1590'1.7 MI E FROM CELINA.
 GB1590'ABOUT 1.7 MILES EAST ALONG STATE ROUTE 53 FROM THE CLAY COUNTY
 GB1590'COURTHOUSE IN CELINA, ABOUT 0.35 MILE NORTHEAST OF A BRIDGE OVER
 GB1590'THE OBEY RIVER, ABOUT 90 YARDS NORTH OF THE SOUTH END OF A
 GB1590'BENCH ROCK CUT ALONG THE HIGHWAY, SET IN THE TOP OF THE NORTH
 GB1590'END OF THE SOUTH ONE OF A GROUP OF CONCRETE RETAINING WALLS,
 GB1590'108 FEET SOUTH OF A POWERLINE POLE, 83 FEET NORTH OF A POWERLINE
 GB1590'POLE, 26.5 FEET SOUTH OF THE NORTH END OF A GUARDRAIL, 15 FEET
 GB1590'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, AND JUST EAST
 GB1590'OF THE THIRD STEEL POST FROM THE NORTH END OF THE GUARDRAIL.
 GB1590'IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE
 GB1590'IN THE TOP OF THE RETAINING WALL AND THE DISK IS STAMPED L 204
 GB1590'1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0176 ***********************************************************************
 FE0176  DESIGNATION -  L 21
 FE0176  PID         -  FE0176
 FE0176  STATE/COUNTY-  TN/DECATUR
 FE0176  USGS QUAD   -  BATH SPRINGS (1972)
 FE0176
 FE0176                         *CURRENT SURVEY CONTROL
 FE0176  ___________________________________________________________________
 FE0176* NAD 83(1986)-  35 26 25.     (N)    088 05 56.     (W)     SCALED    
 FE0176* NAVD 88     -       118.139  (meters)     387.59   (feet)  ADJUSTED  
 FE0176  ___________________________________________________________________
 FE0176  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE0176  DYNAMIC HT  -         118.031 (meters)     387.24  (feet)  COMP
 FE0176  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 FE0176
 FE0176  VERT ORDER  -  FIRST     CLASS II
 FE0176
 FE0176.The horizontal coordinates were scaled from a topographic map and have
 FE0176.an estimated accuracy of +/- 6 seconds.
 FE0176
 FE0176.The orthometric height was determined by differential leveling
 FE0176.and adjusted by the National Geodetic Survey in June 1991..
 FE0176
 FE0176.The geoid height was determined by GEOID03.
 FE0176
 FE0176.The dynamic height is computed by dividing the NAVD 88
 FE0176.geopotential number by the normal gravity value computed on the
 FE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0176.degrees latitude (g = 980.6199 gals.).
 FE0176
 FE0176.The modeled gravity was interpolated from observed gravity values.
 FE0176
 FE0176;                    North         East    Units  Estimated Accuracy
 FE0176;SPC TN       -   124,860.      409,450.      MT  (+/- 180 meters Scaled)
 FE0176
 FE0176                          SUPERSEDED SURVEY CONTROL
 FE0176
 FE0176  NGVD 29 (??/??/??)  118.147  (m)          387.62   (f) ADJUSTED    1 2
 FE0176
 FE0176.Superseded values are not recommended for survey control.
 FE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0176.See file dsdata.txt to determine how the superseded data were derived.
 FE0176
 FE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE002224(NAD 83)
 FE0176_MARKER: DB = BENCH MARK DISK
 FE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0176_STAMPING: L 21 1934 387.804
 FE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0176+STABILITY: SURFACE MOTION
 FE0176
 FE0176  HISTORY     - Date     Condition        Report By
 FE0176  HISTORY     - 1934     MONUMENTED       CGS
 FE0176  HISTORY     - 1947     GOOD             CGS
 FE0176
 FE0176                          STATION DESCRIPTION
 FE0176
 FE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0176'AT BATH SPRINGS.
 FE0176'AT BATH SPRINGS, AT THE JUNCTION OF STATE HIGHWAYS 114 AND 69,
 FE0176'SET IN THE SOUTHWEST PART OF THE TRIANGLE FORMED BY THE JUNCTION
 FE0176'OF THE TWO HIGHWAYS AND A CUT-OFF, 142 FEET NORTHWEST AND
 FE0176'ACROSS THE CUT-OFF FROM THE NORTHWEST CORNER OF THE SCHOOL, 47
 FE0176'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GENERAL STORE AND
 FE0176'SERVICE STATION IN THE TRIANGLE, 17 FEET SOUTHEAST OF THE EAST
 FE0176'END OF A 14-INCH CORRUGATED STEEL PIPE CULVERT UNDER HIGHWAY 69,
 FE0176'33 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 69, 19 FEET
 FE0176'NORTH OF THE CENTER LINE OF THE CUT-OFF ROAD, 2 FEET WEST OF A
 FE0176'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE JUNCTION AND SET
 FE0176'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1271 ***********************************************************************
 FE1271  DESIGNATION -  L 212
 FE1271  PID         -  FE1271
 FE1271  STATE/COUNTY-  TN/SHELBY
 FE1271  USGS QUAD   -  EADS (1983)
 FE1271
 FE1271                         *CURRENT SURVEY CONTROL
 FE1271  ___________________________________________________________________
 FE1271* NAD 83(1986)-  35 14 54.     (N)    089 41 27.     (W)     SCALED    
 FE1271* NAVD 88     -        81.821  (meters)     268.44   (feet)  ADJUSTED  
 FE1271  ___________________________________________________________________
 FE1271  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1271  DYNAMIC HT  -          81.747 (meters)     268.20  (feet)  COMP
 FE1271  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FE1271
 FE1271  VERT ORDER  -  SECOND    CLASS 0
 FE1271
 FE1271.The horizontal coordinates were scaled from a topographic map and have
 FE1271.an estimated accuracy of +/- 6 seconds.
 FE1271
 FE1271.The orthometric height was determined by differential leveling
 FE1271.and adjusted by the National Geodetic Survey in June 1991..
 FE1271
 FE1271.The geoid height was determined by GEOID03.
 FE1271
 FE1271.The dynamic height is computed by dividing the NAVD 88
 FE1271.geopotential number by the normal gravity value computed on the
 FE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1271.degrees latitude (g = 980.6199 gals.).
 FE1271
 FE1271.The modeled gravity was interpolated from observed gravity values.
 FE1271
 FE1271;                    North         East    Units  Estimated Accuracy
 FE1271;SPC TN       -   107,850.      264,170.      MT  (+/- 180 meters Scaled)
 FE1271
 FE1271                          SUPERSEDED SURVEY CONTROL
 FE1271
 FE1271  NGVD 29 (??/??/??)   81.808  (m)          268.40   (f) ADJUSTED    2 0
 FE1271
 FE1271.Superseded values are not recommended for survey control.
 FE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1271.See file dsdata.txt to determine how the superseded data were derived.
 FE1271
 FE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE551039(NAD 83)
 FE1271_MARKER: DB = BENCH MARK DISK
 FE1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1271_STAMPING: L 212 1958
 FE1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1271+STABILITY: SURFACE MOTION
 FE1271
 FE1271  HISTORY     - Date     Condition        Report By
 FE1271  HISTORY     - 1958     MONUMENTED       CGS
 FE1271  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1271  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1271
 FE1271                          STATION DESCRIPTION
 FE1271
 FE1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1271'9.4 MI SW FROM GALLAWAY.
 FE1271'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1271'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1271'2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1271'A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD., THENCE
 FE1271'0.15 MILES WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES SOUTHWEST
 FE1271'CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE ROAD, THENCE
 FE1271'0.65 MILES SOUTHWEST ALONG DONNELSON RD., 0.9 MILES SOUTHWEST
 FE1271'CROSS COUNTRY, 147 FT. SOUTHWEST OF THE CENTER LINE OF THE
 FE1271'INTERSTATE HIGHWAY, 25.2 FT. WEST OF THE WEST EDGE OF A SMALL
 FE1271'CREEK, 0.3 MILE NORTHEAST OF A TRAIL ROAD, SET AT THE WEST EDGE
 FE1271'OF A LINE OF TREES, 3 FT. SOUTH OF A WHITE WOODEN WITNESS POST, A
 FE1271'C AND GS DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1271
 FE1271                          STATION RECOVERY (1963)
 FE1271
 FE1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1271'MARK NOT FOUND.
 FE1271
 FE1271                          STATION RECOVERY (1992)
 FE1271
 FE1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1271'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1084 ***********************************************************************
 FE1084  DESIGNATION -  L 213
 FE1084  PID         -  FE1084
 FE1084  STATE/COUNTY-  TN/FAYETTE
 FE1084  USGS QUAD   -  STANTON (1983)
 FE1084
 FE1084                         *CURRENT SURVEY CONTROL
 FE1084  ___________________________________________________________________
 FE1084* NAD 83(1986)-  35 22 43.     (N)    089 26 22.     (W)     SCALED    
 FE1084* NAVD 88     -       102.860  (meters)     337.47   (feet)  ADJUSTED  
 FE1084  ___________________________________________________________________
 FE1084  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1084  DYNAMIC HT  -         102.768 (meters)     337.16  (feet)  COMP
 FE1084  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE1084
 FE1084  VERT ORDER  -  SECOND    CLASS 0
 FE1084
 FE1084.The horizontal coordinates were scaled from a topographic map and have
 FE1084.an estimated accuracy of +/- 6 seconds.
 FE1084
 FE1084.The orthometric height was determined by differential leveling
 FE1084.and adjusted by the National Geodetic Survey in June 1991..
 FE1084
 FE1084.The geoid height was determined by GEOID03.
 FE1084
 FE1084.The dynamic height is computed by dividing the NAVD 88
 FE1084.geopotential number by the normal gravity value computed on the
 FE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1084.degrees latitude (g = 980.6199 gals.).
 FE1084
 FE1084.The modeled gravity was interpolated from observed gravity values.
 FE1084
 FE1084;                    North         East    Units  Estimated Accuracy
 FE1084;SPC TN       -   121,460.      287,540.      MT  (+/- 180 meters Scaled)
 FE1084
 FE1084                          SUPERSEDED SURVEY CONTROL
 FE1084
 FE1084  NGVD 29 (??/??/??)  102.847  (m)          337.42   (f) ADJUSTED    2 0
 FE1084
 FE1084.Superseded values are not recommended for survey control.
 FE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1084.See file dsdata.txt to determine how the superseded data were derived.
 FE1084
 FE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE784177(NAD 83)
 FE1084_MARKER: DB = BENCH MARK DISK
 FE1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1084_STAMPING: L 213 1959
 FE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1084+STABILITY: SURFACE MOTION
 FE1084
 FE1084  HISTORY     - Date     Condition        Report By
 FE1084  HISTORY     - 1959     MONUMENTED       CGS
 FE1084  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1084
 FE1084                          STATION DESCRIPTION
 FE1084
 FE1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1084'10.6 MI ESE FROM BRADEN.
 FE1084'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1084'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1084'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1084'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1084'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1084'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 FE1084'NORTH ALONG A DIRT ROAD, 147 FT. SOUTH OF THE CENTER LINE OF
 FE1084'THE INTERSTATE HIGHWAY, 114 PACES SOUTH-SOUTHWEST OF A SMALL
 FE1084'WOOD BRIDGE, 17 FT. WEST OF THE CENTER LINE OF A DIRT ROAD, 2 FT.
 FE1084'EAST-NORTHEAST OF A WITNESS POST, A C AND GS DISK SET IN TOP
 FE1084'OF A CONCRETE POST SET FLUSH WITH THE GROUND, ABOUT 1 FT. ABOVE
 FE1084'THE LEVEL OF THE ROAD.
 FE1084
 FE1084                          STATION RECOVERY (2002)
 FE1084
 FE1084'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1084'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1092 ***********************************************************************
 FE1092  DESIGNATION -  L 214
 FE1092  PID         -  FE1092
 FE1092  STATE/COUNTY-  TN/HAYWOOD
 FE1092  USGS QUAD   -  STANTON (1983)
 FE1092
 FE1092                         *CURRENT SURVEY CONTROL
 FE1092  ___________________________________________________________________
 FE1092* NAD 83(1986)-  35 24 05.     (N)    089 23 56.     (W)     SCALED    
 FE1092* NAVD 88     -       105.005  (meters)     344.50   (feet)  ADJUSTED  
 FE1092  ___________________________________________________________________
 FE1092  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1092  DYNAMIC HT  -         104.911 (meters)     344.20  (feet)  COMP
 FE1092  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE1092
 FE1092  VERT ORDER  -  SECOND    CLASS 0
 FE1092
 FE1092.The horizontal coordinates were scaled from a topographic map and have
 FE1092.an estimated accuracy of +/- 6 seconds.
 FE1092
 FE1092.The orthometric height was determined by differential leveling
 FE1092.and adjusted by the National Geodetic Survey in June 1991..
 FE1092
 FE1092.The geoid height was determined by GEOID03.
 FE1092
 FE1092.The dynamic height is computed by dividing the NAVD 88
 FE1092.geopotential number by the normal gravity value computed on the
 FE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1092.degrees latitude (g = 980.6199 gals.).
 FE1092
 FE1092.The modeled gravity was interpolated from observed gravity values.
 FE1092
 FE1092;                    North         East    Units  Estimated Accuracy
 FE1092;SPC TN       -   123,860.      291,310.      MT  (+/- 180 meters Scaled)
 FE1092
 FE1092                          SUPERSEDED SURVEY CONTROL
 FE1092
 FE1092  NGVD 29 (??/??/??)  104.996  (m)          344.47   (f) ADJUSTED    2 0
 FE1092
 FE1092.Superseded values are not recommended for survey control.
 FE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1092.See file dsdata.txt to determine how the superseded data were derived.
 FE1092
 FE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE821202(NAD 83)
 FE1092_MARKER: DB = BENCH MARK DISK
 FE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1092_STAMPING: L 214 1959
 FE1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1092+STABILITY: SURFACE MOTION
 FE1092
 FE1092  HISTORY     - Date     Condition        Report By
 FE1092  HISTORY     - 1959     MONUMENTED       CGS
 FE1092  HISTORY     - 1961     GOOD             CGS
 FE1092  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1092
 FE1092                          STATION DESCRIPTION
 FE1092
 FE1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1092'14.6 MI ESE FROM BRADEN.
 FE1092'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1092'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1092'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1092'MILE NORTH EAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG
 FE1092'A DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE
 FE1092'0.5 MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD,
 FE1092'THENCE 1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 FE1092'EAST, AND 0.65 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 FE1092'MILES EAST, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 FE1092'0.7 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH, 133 FT.
 FE1092'SOUTH OF THE NORTHEAST CORNER OF A FIELD, 147 FT. NORTHWEST
 FE1092'OF THE CENTER LINE OF THE INTERSTATE HIGHWAY, 1 FT. WEST OF A
 FE1092'FENCE LINE, 2.1 FT. NORTH OF A WITNESS POST, A C AND GS DISK
 FE1092'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FE1092
 FE1092                          STATION RECOVERY (1961)
 FE1092
 FE1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FE1092'RECOVERED IN GOOD CONDITION.
 FE1092
 FE1092                          STATION RECOVERY (2002)
 FE1092
 FE1092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0857 ***********************************************************************
 FE0857  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0857  DESIGNATION -  L 215
 FE0857  PID         -  FE0857
 FE0857  STATE/COUNTY-  TN/MADISON
 FE0857  USGS QUAD   -  DENMARK (1981)
 FE0857
 FE0857                         *CURRENT SURVEY CONTROL
 FE0857  ___________________________________________________________________
 FE0857* NAD 83(1995)-  35 36 37.08530(N)    089 01 12.79084(W)     ADJUSTED  
 FE0857* NAVD 88     -       111.01   (meters)     364.2    (feet)  GPS OBS   
 FE0857  ___________________________________________________________________
 FE0857  X           -      88,770.008 (meters)                     COMP
 FE0857  Y           -  -5,190,603.368 (meters)                     COMP
 FE0857  Z           -   3,693,172.598 (meters)                     COMP
 FE0857  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE0857  ELLIP HEIGHT-          82.94  (meters)          (04/05/04) GPS OBS
 FE0857  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0857  DYNAMIC HT  -         110.91  (meters)     363.9   (feet)  COMP
 FE0857  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0857
 FE0857  HORZ ORDER  -  B
 FE0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FE0857  ELLP ORDER  -  FOURTH    CLASS II
 FE0857
 FE0857.The horizontal coordinates were established by GPS observations
 FE0857.and adjusted by the National Geodetic Survey in April 2004..
 FE0857
 FE0857.The orthometric height was determined by GPS observations and a
 FE0857.high-resolution geoid model using precise GPS observation and
 FE0857.processing techniques. It supersedes the leveled height previously
 FE0857.determined for this station.
 FE0857.The vertical order pertains to the first NAVD 88 superseded value.
 FE0857
 FE0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0857
 FE0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0857
 FE0857.The ellipsoidal height was determined by GPS observations
 FE0857.and is referenced to NAD 83.
 FE0857
 FE0857.The geoid height was determined by GEOID03.
 FE0857
 FE0857.The dynamic height is computed by dividing the NAVD 88
 FE0857.geopotential number by the normal gravity value computed on the
 FE0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0857.degrees latitude (g = 980.6199 gals.).
 FE0857
 FE0857.The modeled gravity was interpolated from observed gravity values.
 FE0857
 FE0857;                    North         East     Units Scale Factor Converg.
 FE0857;SPC TN       -   145,900.315   326,407.899   MT  0.99995599   -1 46 05.4
 FE0857;SPC TN       -   478,674.62  1,070,889.92   sFT  0.99995599   -1 46 05.4
 FE0857;UTM  16      - 3,942,605.403   317,018.518   MT  1.00001261   -1 10 35.9
 FE0857
 FE0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0857!SPC TN       -   0.99998698  x   0.99995599  =   0.99994297
 FE0857!UTM  16      -   0.99998698  x   1.00001261  =   0.99999959
 FE0857
 FE0857                          SUPERSEDED SURVEY CONTROL
 FE0857
 FE0857  NAVD 88 (06/15/91)  111.054  (m)          364.35   (f) ADJUSTED    2 0
 FE0857  NGVD 29 (??/??/??)  111.078  (m)          364.43   (f) ADJUSTED    2 0
 FE0857
 FE0857.Superseded values are not recommended for survey control.
 FE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0857.See file dsdata.txt to determine how the superseded data were derived.
 FE0857
 FE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1701942605(NAD 83)
 FE0857_MARKER: DB = BENCH MARK DISK
 FE0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0857_SP_SET: CULVERT
 FE0857_STAMPING: L 215 1959
 FE0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0857+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0857
 FE0857  HISTORY     - Date     Condition        Report By
 FE0857  HISTORY     - 1959     MONUMENTED       CGS
 FE0857  HISTORY     - 20020603 GOOD             USACE
 FE0857
 FE0857                          STATION DESCRIPTION
 FE0857
 FE0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0857'14 MI E FROM BROWNSVILLE.
 FE0857'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0857'BROWNSVILLE, THENCE 4.35 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0857'HIGHWAY 40.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE EAST
 FE0857'BOUND TRAFFIC LANE, AND IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 FE0857'EAST BOUND TRAFFIC LANE, AND IS 4 FEET BELOW THE LEVEL OF THE
 FE0857'ROAD.  IT IS SET IN A DRILL HOLE IN THE WEST END OF A SOUTH
 FE0857'WINGWALL OF A 10 FOOT WIDE CONCRETE CULVERT.
 FE0857
 FE0857                          STATION RECOVERY (2002)
 FE0857
 FE0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0670 ***********************************************************************
 FE0670  DESIGNATION -  L 216
 FE0670  PID         -  FE0670
 FE0670  STATE/COUNTY-  TN/HENDERSON
 FE0670  USGS QUAD   -  JUNO (1980)
 FE0670
 FE0670                         *CURRENT SURVEY CONTROL
 FE0670  ___________________________________________________________________
 FE0670* NAD 83(1986)-  35 44 48.     (N)    088 32 02.     (W)     SCALED    
 FE0670* NAVD 88     -       152.539  (meters)     500.45   (feet)  ADJUSTED  
 FE0670  ___________________________________________________________________
 FE0670  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0670  DYNAMIC HT  -         152.403 (meters)     500.01  (feet)  COMP
 FE0670  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FE0670
 FE0670  VERT ORDER  -  SECOND    CLASS 0
 FE0670
 FE0670.The horizontal coordinates were scaled from a topographic map and have
 FE0670.an estimated accuracy of +/- 6 seconds.
 FE0670
 FE0670.The orthometric height was determined by differential leveling
 FE0670.and adjusted by the National Geodetic Survey in June 1991..
 FE0670
 FE0670.The geoid height was determined by GEOID03.
 FE0670
 FE0670.The dynamic height is computed by dividing the NAVD 88
 FE0670.geopotential number by the normal gravity value computed on the
 FE0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0670.degrees latitude (g = 980.6199 gals.).
 FE0670
 FE0670.The modeled gravity was interpolated from observed gravity values.
 FE0670
 FE0670;                    North         East    Units  Estimated Accuracy
 FE0670;SPC TN       -   159,780.      370,840.      MT  (+/- 180 meters Scaled)
 FE0670
 FE0670                          SUPERSEDED SURVEY CONTROL
 FE0670
 FE0670  NGVD 29 (??/??/??)  152.566  (m)          500.54   (f) ADJUSTED    2 0
 FE0670
 FE0670.Superseded values are not recommended for survey control.
 FE0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0670.See file dsdata.txt to determine how the superseded data were derived.
 FE0670
 FE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE613569(NAD 83)
 FE0670_MARKER: DB = BENCH MARK DISK
 FE0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0670_STAMPING: L 216 1959
 FE0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0670+STABILITY: SURFACE MOTION
 FE0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0670+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0670
 FE0670  HISTORY     - Date     Condition        Report By
 FE0670  HISTORY     - 1959     MONUMENTED       CGS
 FE0670  HISTORY     - 20020912 GOOD             USACE
 FE0670
 FE0670                          STATION DESCRIPTION
 FE0670
 FE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0670'18.2 MI SW FROM YUMA.
 FE0670'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0670'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON
 FE0670'A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0670'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO A
 FE0670'DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0670'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0670'EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE NORTHWEST ON
 FE0670'STATE HIGHWAY 104, THENCE 1.4 MILE WEST ON A GRAVELED ROAD,
 FE0670'43 FT. EAST OF THE CENTER OF A PRIVATE DRIVE, 16 FT. SOUTH OF THE
 FE0670'CENTER OF A GRAVELED ROAD, 22 FT. EAST OF A LONE OAK TREE, 0.8 FT.
 FE0670'NORTH OF A FENCE, 1.3 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN
 FE0670'TOP OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT LEVEL WITH THE
 FE0670'ROAD.
 FE0670
 FE0670                          STATION RECOVERY (2002)
 FE0670
 FE0670'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1156 ***********************************************************************
 FD1156  DESIGNATION -  L 218
 FD1156  PID         -  FD1156
 FD1156  STATE/COUNTY-  TN/HICKMAN
 FD1156  USGS QUAD   -  BUCKSNORT (1968)
 FD1156
 FD1156                         *CURRENT SURVEY CONTROL
 FD1156  ___________________________________________________________________
 FD1156* NAD 83(1986)-  35 53 38.     (N)    087 38 59.     (W)     SCALED    
 FD1156* NAVD 88     -       137.254  (meters)     450.31   (feet)  ADJUSTED  
 FD1156  ___________________________________________________________________
 FD1156  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD1156  DYNAMIC HT  -         137.134 (meters)     449.91  (feet)  COMP
 FD1156  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 FD1156
 FD1156  VERT ORDER  -  SECOND    CLASS 0
 FD1156
 FD1156.The horizontal coordinates were scaled from a topographic map and have
 FD1156.an estimated accuracy of +/- 6 seconds.
 FD1156
 FD1156.The orthometric height was determined by differential leveling
 FD1156.and adjusted by the National Geodetic Survey in June 1991..
 FD1156
 FD1156.The geoid height was determined by GEOID03.
 FD1156
 FD1156.The dynamic height is computed by dividing the NAVD 88
 FD1156.geopotential number by the normal gravity value computed on the
 FD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1156.degrees latitude (g = 980.6199 gals.).
 FD1156
 FD1156.The modeled gravity was interpolated from observed gravity values.
 FD1156
 FD1156;                    North         East    Units  Estimated Accuracy
 FD1156;SPC TN       -   174,400.      451,070.      MT  (+/- 180 meters Scaled)
 FD1156
 FD1156                          SUPERSEDED SURVEY CONTROL
 FD1156
 FD1156  NGVD 29 (??/??/92)  137.276  (m)          450.38   (f) ADJ UNCH    2 0
 FD1156
 FD1156.Superseded values are not recommended for survey control.
 FD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1156.See file dsdata.txt to determine how the superseded data were derived.
 FD1156
 FD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE413723(NAD 83)
 FD1156_MARKER: DB = BENCH MARK DISK
 FD1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1156_STAMPING: L 218 1959
 FD1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1156+STABILITY: SURFACE MOTION
 FD1156
 FD1156  HISTORY     - Date     Condition        Report By
 FD1156  HISTORY     - 1959     MONUMENTED       CGS
 FD1156
 FD1156                          STATION DESCRIPTION
 FD1156
 FD1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1156'4.9 MI NE FROM ONLY.
 FD1156'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1156'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1156'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON
 FD1156'A GRAVELED ROAD TO A Y JUNCTION, 86 FT. SOUTH OF THE CENTER
 FD1156'OF A Y JUNCTION, 128 FT. NORTH OF THE NORTHEAST CORNER OF AN
 FD1156'ABANDONED FARM HOUSE, 38 FT. WEST OF THE CENTER OF A GRAVELED
 FD1156'ROAD, 20 FT. SOUTHWEST OF A 10-INCH WALNUT TREE, 2.2 FT. WEST
 FD1156'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1156'4 INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1458 ***********************************************************************
 GC1458  DESIGNATION -  L 219
 GC1458  PID         -  GC1458
 GC1458  STATE/COUNTY-  TN/DICKSON
 GC1458  USGS QUAD   -  BURNS (1986)
 GC1458
 GC1458                         *CURRENT SURVEY CONTROL
 GC1458  ___________________________________________________________________
 GC1458* NAD 83(1986)-  36 01 50.     (N)    087 15 35.     (W)     SCALED    
 GC1458* NAVD 88     -       234.951  (meters)     770.84   (feet)  ADJUSTED  
 GC1458  ___________________________________________________________________
 GC1458  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GC1458  DYNAMIC HT  -         234.746 (meters)     770.16  (feet)  COMP
 GC1458  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 GC1458
 GC1458  VERT ORDER  -  SECOND    CLASS 0
 GC1458
 GC1458.The horizontal coordinates were scaled from a topographic map and have
 GC1458.an estimated accuracy of +/- 6 seconds.
 GC1458
 GC1458.The orthometric height was determined by differential leveling
 GC1458.and adjusted by the National Geodetic Survey in June 1991..
 GC1458
 GC1458.The geoid height was determined by GEOID03.
 GC1458
 GC1458.The dynamic height is computed by dividing the NAVD 88
 GC1458.geopotential number by the normal gravity value computed on the
 GC1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1458.degrees latitude (g = 980.6199 gals.).
 GC1458
 GC1458.The modeled gravity was interpolated from observed gravity values.
 GC1458
 GC1458;                    North         East    Units  Estimated Accuracy
 GC1458;SPC TN       -   189,040.      486,470.      MT  (+/- 180 meters Scaled)
 GC1458
 GC1458                          SUPERSEDED SURVEY CONTROL
 GC1458
 GC1458  NGVD 29 (??/??/92)  234.947  (m)          770.82   (f) ADJ UNCH    2 0
 GC1458
 GC1458.Superseded values are not recommended for survey control.
 GC1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1458.See file dsdata.txt to determine how the superseded data were derived.
 GC1458
 GC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE766873(NAD 83)
 GC1458_MARKER: DB = BENCH MARK DISK
 GC1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1458_SP_SET: CULVERT
 GC1458_STAMPING: L 219 1959
 GC1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1458
 GC1458  HISTORY     - Date     Condition        Report By
 GC1458  HISTORY     - 1959     MONUMENTED       CGS
 GC1458
 GC1458                          STATION DESCRIPTION
 GC1458
 GC1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1458'6 MI NE FROM TIDWELL.
 GC1458'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1458'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1458'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1458'ROAD, THENCE 0.5 MILE SOUTHEAST ON A PAVED ROAD, 18 FT. NORTHEAST
 GC1458'OF THE CENTER OF THE PAVED ROAD, 27 FT. NORTHWEST OF THE CENTER OF
 GC1458'A DRIVEWAY, 78 FT. SOUTHWEST OF A MONUMENT READING RIDGLEA ANGUS
 GC1458'FARM, A DISK DRILLED IN THE TOP OF A CONCRETE CULVERT, ABOUT 2
 GC1458'FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1383 ***********************************************************************
 GC1383  DESIGNATION -  L 22
 GC1383  PID         -  GC1383
 GC1383  STATE/COUNTY-  TN/DICKSON
 GC1383  USGS QUAD   -  VANLEER (1983)
 GC1383
 GC1383                         *CURRENT SURVEY CONTROL
 GC1383  ___________________________________________________________________
 GC1383* NAD 83(1986)-  36 09 32.     (N)    087 25 14.     (W)     SCALED    
 GC1383* NAVD 88     -       271.627  (meters)     891.16   (feet)  ADJUSTED  
 GC1383  ___________________________________________________________________
 GC1383  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GC1383  DYNAMIC HT  -         271.392 (meters)     890.39  (feet)  COMP
 GC1383  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC1383
 GC1383  VERT ORDER  -  SECOND    CLASS 0
 GC1383
 GC1383.The horizontal coordinates were scaled from a topographic map and have
 GC1383.an estimated accuracy of +/- 6 seconds.
 GC1383
 GC1383.The orthometric height was determined by differential leveling
 GC1383.and adjusted by the National Geodetic Survey in June 1991..
 GC1383
 GC1383.The geoid height was determined by GEOID03.
 GC1383
 GC1383.The dynamic height is computed by dividing the NAVD 88
 GC1383.geopotential number by the normal gravity value computed on the
 GC1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1383.degrees latitude (g = 980.6199 gals.).
 GC1383
 GC1383.The modeled gravity was interpolated from observed gravity values.
 GC1383
 GC1383;                    North         East    Units  Estimated Accuracy
 GC1383;SPC TN       -   203,470.      472,180.      MT  (+/- 180 meters Scaled)
 GC1383
 GC1383                          SUPERSEDED SURVEY CONTROL
 GC1383
 GC1383  NGVD 29 (??/??/92)  271.627  (m)          891.16   (f) ADJ UNCH    2 0
 GC1383
 GC1383.Superseded values are not recommended for survey control.
 GC1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1383.See file dsdata.txt to determine how the superseded data were derived.
 GC1383
 GC1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF621016(NAD 83)
 GC1383_MARKER: DB = BENCH MARK DISK
 GC1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1383_STAMPING: 891.458 L 22 1934
 GC1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1383+STABILITY: SURFACE MOTION
 GC1383
 GC1383  HISTORY     - Date     Condition        Report By
 GC1383  HISTORY     - 1934     MONUMENTED       CGS
 GC1383  HISTORY     - 1948     GOOD             NGS
 GC1383
 GC1383                          STATION DESCRIPTION
 GC1383
 GC1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1383'4 MI N FROM POND.
 GC1383'0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 GC1383'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY AT POND, THENCE
 GC1383'ABOUT 0.15 MILE WEST ALONG OLD U.S. HIGHWAY 70, THENCE ABOUT 3.55
 GC1383'MILES NORTH ALONG POND-SYLVIA ROAD, ON THE EAST SIDE OF THE ROAD,
 GC1383'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 152 FEET SOUTHWEST
 GC1383'OF THE SOUTH CORNER OF A WHITE 1 1/2-STORY FARM HOUSE, 94.5 FEET
 GC1383'SOUTH OF THE SOUTH END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER
 GC1383'DRIVE, 55 FEET SOUTHWEST OF A 24-INCH OAK TREE, 1 FOOT NORTH OF A
 GC1383'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 GC1383'TOP OF A CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1499 ***********************************************************************
 GC1499  DESIGNATION -  L 220
 GC1499  PID         -  GC1499
 GC1499  STATE/COUNTY-  TN/CHEATHAM
 GC1499  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1499
 GC1499                         *CURRENT SURVEY CONTROL
 GC1499  ___________________________________________________________________
 GC1499* NAD 83(1986)-  36 04 45.     (N)    087 02 19.     (W)     SCALED    
 GC1499* NAVD 88     -       175.460  (meters)     575.65   (feet)  ADJUSTED  
 GC1499  ___________________________________________________________________
 GC1499  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1499  DYNAMIC HT  -         175.308 (meters)     575.16  (feet)  COMP
 GC1499  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GC1499
 GC1499  VERT ORDER  -  SECOND    CLASS 0
 GC1499
 GC1499.The horizontal coordinates were scaled from a topographic map and have
 GC1499.an estimated accuracy of +/- 6 seconds.
 GC1499
 GC1499.The orthometric height was determined by differential leveling
 GC1499.and adjusted by the National Geodetic Survey in June 1991..
 GC1499
 GC1499.The geoid height was determined by GEOID03.
 GC1499
 GC1499.The dynamic height is computed by dividing the NAVD 88
 GC1499.geopotential number by the normal gravity value computed on the
 GC1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1499.degrees latitude (g = 980.6199 gals.).
 GC1499
 GC1499.The modeled gravity was interpolated from observed gravity values.
 GC1499
 GC1499;                    North         East    Units  Estimated Accuracy
 GC1499;SPC TN       -   194,200.      506,450.      MT  (+/- 180 meters Scaled)
 GC1499
 GC1499                          SUPERSEDED SURVEY CONTROL
 GC1499
 GC1499  NGVD 29 (??/??/92)  175.478  (m)          575.71   (f) ADJ UNCH    2 0
 GC1499
 GC1499.Superseded values are not recommended for survey control.
 GC1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1499.See file dsdata.txt to determine how the superseded data were derived.
 GC1499
 GC1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE965927(NAD 83)
 GC1499_MARKER: DB = BENCH MARK DISK
 GC1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1499_SP_SET: CULVERT
 GC1499_STAMPING: L 220 1959
 GC1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1499
 GC1499  HISTORY     - Date     Condition        Report By
 GC1499  HISTORY     - 1959     MONUMENTED       CGS
 GC1499
 GC1499                          STATION DESCRIPTION
 GC1499
 GC1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1499'5.2 MI SE FROM KINGSTON SPRINGS.
 GC1499'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1499'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1499'ROAD, THENCE 3.45 MILES EAST ON THE INTERSTATE HIGHWAY TO A
 GC1499'10 FT. CONCRETE CULVERT OVER A SMALL CREEK, A DISK DRILLED IN THE
 GC1499'TOP OF THE NORTH CONCRETE HEADWALL OF THE CONCRETE CULVERT, 110
 GC1499'FT. NORTH OF THE CENTER OF THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0524 ***********************************************************************
 GC0524  DESIGNATION -  L 221
 GC0524  PID         -  GC0524
 GC0524  STATE/COUNTY-  TN/SUMNER
 GC0524  USGS QUAD   -  WHITE HOUSE (1981)
 GC0524
 GC0524                         *CURRENT SURVEY CONTROL
 GC0524  ___________________________________________________________________
 GC0524* NAD 83(1986)-  36 22 51.     (N)    086 42 46.     (W)     SCALED    
 GC0524* NAVD 88     -       159.056  (meters)     521.84   (feet)  ADJUSTED  
 GC0524  ___________________________________________________________________
 GC0524  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC0524  DYNAMIC HT  -         158.920 (meters)     521.39  (feet)  COMP
 GC0524  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC0524
 GC0524  VERT ORDER  -  SECOND    CLASS 0
 GC0524
 GC0524.The horizontal coordinates were scaled from a topographic map and have
 GC0524.an estimated accuracy of +/- 6 seconds.
 GC0524
 GC0524.The orthometric height was determined by differential leveling
 GC0524.and adjusted by the National Geodetic Survey in June 1991..
 GC0524
 GC0524.The geoid height was determined by GEOID03.
 GC0524
 GC0524.The dynamic height is computed by dividing the NAVD 88
 GC0524.geopotential number by the normal gravity value computed on the
 GC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0524.degrees latitude (g = 980.6199 gals.).
 GC0524
 GC0524.The modeled gravity was interpolated from observed gravity values.
 GC0524
 GC0524;                    North         East    Units  Estimated Accuracy
 GC0524;SPC TN       -   227,410.      536,050.      MT  (+/- 180 meters Scaled)
 GC0524
 GC0524                          SUPERSEDED SURVEY CONTROL
 GC0524
 GC0524  NGVD 29 (??/??/92)  159.107  (m)          522.00   (f) ADJ UNCH    2 0
 GC0524
 GC0524.Superseded values are not recommended for survey control.
 GC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0524.See file dsdata.txt to determine how the superseded data were derived.
 GC0524
 GC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF257262(NAD 83)
 GC0524_MARKER: DB = BENCH MARK DISK
 GC0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0524_STAMPING: L 221 1959
 GC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0524+STABILITY: SURFACE MOTION
 GC0524
 GC0524  HISTORY     - Date     Condition        Report By
 GC0524  HISTORY     - 1959     MONUMENTED       CGS
 GC0524  HISTORY     - 1960     GOOD             NGS
 GC0524
 GC0524                          STATION DESCRIPTION
 GC0524
 GC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0524'0.9 MI N FROM MILLERSVILLE.
 GC0524'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO NORTH ON U.S.
 GC0524'HIGHWAY 31 W FOR 0.3 MILE, THENCE 0.6 MILE NORTHWEST ON A
 GC0524'GRAVELED ROAD, 99 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC0524'HOUSE THAT IS NEAR A T JUNCTION, 50 FT. NORTHEAST OF THE CENTER
 GC0524'OF THE GRAVELED ROAD, 35 FT. NORTHEAST OF A FENCE CORNER, 1 FT.
 GC0524'NORTHWEST OF A FENCE AND 2.5 FT. NORTHEAST OF A WITNESS SIGN,
 GC0524'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GC0524'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0552 ***********************************************************************
 FD0552  DESIGNATION -  L 223
 FD0552  PID         -  FD0552
 FD0552  STATE/COUNTY-  TN/WILLIAMSON
 FD0552  USGS QUAD   -  BETHESDA (1982)
 FD0552
 FD0552                         *CURRENT SURVEY CONTROL
 FD0552  ___________________________________________________________________
 FD0552* NAD 83(1986)-  35 47 23.     (N)    086 51 41.     (W)     SCALED    
 FD0552* NAVD 88     -       254.050  (meters)     833.50   (feet)  ADJUSTED  
 FD0552  ___________________________________________________________________
 FD0552  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD0552  DYNAMIC HT  -         253.825 (meters)     832.76  (feet)  COMP
 FD0552  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0552
 FD0552  VERT ORDER  -  SECOND    CLASS 0
 FD0552
 FD0552.The horizontal coordinates were scaled from a topographic map and have
 FD0552.an estimated accuracy of +/- 6 seconds.
 FD0552
 FD0552.The orthometric height was determined by differential leveling
 FD0552.and adjusted by the National Geodetic Survey in June 1991..
 FD0552
 FD0552.The geoid height was determined by GEOID03.
 FD0552
 FD0552.The dynamic height is computed by dividing the NAVD 88
 FD0552.geopotential number by the normal gravity value computed on the
 FD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0552.degrees latitude (g = 980.6199 gals.).
 FD0552
 FD0552.The modeled gravity was interpolated from observed gravity values.
 FD0552
 FD0552;                    North         East    Units  Estimated Accuracy
 FD0552;SPC TN       -   161,930.      522,130.      MT  (+/- 180 meters Scaled)
 FD0552
 FD0552                          SUPERSEDED SURVEY CONTROL
 FD0552
 FD0552  NGVD 29 (??/??/92)  254.025  (m)          833.41   (f) ADJ UNCH    2 0
 FD0552
 FD0552.Superseded values are not recommended for survey control.
 FD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0552.See file dsdata.txt to determine how the superseded data were derived.
 FD0552
 FD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE125606(NAD 83)
 FD0552_MARKER: DB = BENCH MARK DISK
 FD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0552_STAMPING: L 223 1960
 FD0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0552+STABILITY: SURFACE MOTION
 FD0552
 FD0552  HISTORY     - Date     Condition        Report By
 FD0552  HISTORY     - 1960     MONUMENTED       CGS
 FD0552  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0552
 FD0552                          STATION DESCRIPTION
 FD0552
 FD0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0552'6.2 MI NE FROM SPRING HILL.
 FD0552'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0552'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0552'MILES EAST ON DUPLEX ROAD, THEN 2.65 MILES NORTH ON INTERSTATE
 FD0552'HIGHWAY 65 TO THE INTERSECTION OF THOMPSON STATION ROAD.  THE
 FD0552'BENCH MARK IS ABOUT 455 FT. WEST OF THE CENTER OF THE INTERSTATE
 FD0552'HIGHWAY, 26 FT. NORTH OF THE CENTER OF THOMPSON STATION ROAD,
 FD0552'24 FT. EAST OF THE CENTER OF A DRIVEWAY, 12 FT. EAST OF A POWER
 FD0552'LINE POLE, 1 FT. SOUTH OF A FENCE, AND 1.4 FT. NORTH OF A
 FD0552'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0552'PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FD0552'ROAD.
 FD0552
 FD0552                          STATION RECOVERY (1979)
 FD0552
 FD0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0552'THERE HAS BEEN GRADING IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0596 ***********************************************************************
 FD0596  DESIGNATION -  L 224
 FD0596  PID         -  FD0596
 FD0596  STATE/COUNTY-  TN/MAURY
 FD0596  USGS QUAD   -  GLENDALE (1981)
 FD0596
 FD0596                         *CURRENT SURVEY CONTROL
 FD0596  ___________________________________________________________________
 FD0596* NAD 83(1986)-  35 31 53.     (N)    086 54 08.     (W)     SCALED    
 FD0596* NAVD 88     -       222.374  (meters)     729.57   (feet)  ADJUSTED  
 FD0596  ___________________________________________________________________
 FD0596  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0596  DYNAMIC HT  -         222.176 (meters)     728.92  (feet)  COMP
 FD0596  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FD0596
 FD0596  VERT ORDER  -  SECOND    CLASS 0
 FD0596
 FD0596.The horizontal coordinates were scaled from a topographic map and have
 FD0596.an estimated accuracy of +/- 6 seconds.
 FD0596
 FD0596.The orthometric height was determined by differential leveling
 FD0596.and adjusted by the National Geodetic Survey in June 1991..
 FD0596
 FD0596.The geoid height was determined by GEOID03.
 FD0596
 FD0596.The dynamic height is computed by dividing the NAVD 88
 FD0596.geopotential number by the normal gravity value computed on the
 FD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0596.degrees latitude (g = 980.6199 gals.).
 FD0596
 FD0596.The modeled gravity was interpolated from observed gravity values.
 FD0596
 FD0596;                    North         East    Units  Estimated Accuracy
 FD0596;SPC TN       -   133,300.      518,180.      MT  (+/- 180 meters Scaled)
 FD0596
 FD0596                          SUPERSEDED SURVEY CONTROL
 FD0596
 FD0596  NGVD 29 (??/??/92)  222.358  (m)          729.52   (f) ADJ UNCH    2 0
 FD0596
 FD0596.Superseded values are not recommended for survey control.
 FD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0596.See file dsdata.txt to determine how the superseded data were derived.
 FD0596
 FD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE088319(NAD 83)
 FD0596_MARKER: DB = BENCH MARK DISK
 FD0596_SETTING: 66 = SET IN ROCK OUTCROP
 FD0596_SP_SET: OUTCROPPING BEDROCK
 FD0596_STAMPING: L 224 1960
 FD0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0596+STABILITY: POSITION/ELEVATION WELL
 FD0596
 FD0596  HISTORY     - Date     Condition        Report By
 FD0596  HISTORY     - 1960     MONUMENTED       CGS
 FD0596  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0596
 FD0596                          STATION DESCRIPTION
 FD0596
 FD0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0596'1.5 MI NW FROM BRYANT.
 FD0596'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0596'50 FOR 0.7 MILE, THEN 0.8 MILE NORTH ON INTERSTATE HIGHWAY 65.
 FD0596'THE BENCH MARK IS ABOUT 175 FT. WEST OF THE CENTER OF INTERSTATE
 FD0596'HIGHWAY 65, 87 FT. WEST OF A FENCE, 75 FT. NORTH OF THE CENTER OF
 FD0596'A TRACK ROAD, JUST BEFORE REACHING A GATE AND 4.5 FT. SOUTH OF
 FD0596'A TREE WITH A WITNESS SIGN NAILED TO IT.  THE DISK IS CEMENTED
 FD0596'IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF BEDROCK THAT IS
 FD0596'FLUSH WITH THE GROUND.
 FD0596
 FD0596                          STATION RECOVERY (1972)
 FD0596
 FD0596'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0431 ***********************************************************************
 FD0431  DESIGNATION -  L 225
 FD0431  PID         -  FD0431
 FD0431  STATE/COUNTY-  TN/GILES
 FD0431  USGS QUAD   -  TARPLEY (1982)
 FD0431
 FD0431                         *CURRENT SURVEY CONTROL
 FD0431  ___________________________________________________________________
 FD0431* NAD 83(1986)-  35 08 37.     (N)    086 52 40.     (W)     SCALED    
 FD0431* NAVD 88     -       208.606  (meters)     684.40   (feet)  ADJUSTED  
 FD0431  ___________________________________________________________________
 FD0431  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0431  DYNAMIC HT  -         208.411 (meters)     683.76  (feet)  COMP
 FD0431  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FD0431
 FD0431  VERT ORDER  -  SECOND    CLASS 0
 FD0431
 FD0431.The horizontal coordinates were scaled from a topographic map and have
 FD0431.an estimated accuracy of +/- 6 seconds.
 FD0431
 FD0431.The orthometric height was determined by differential leveling
 FD0431.and adjusted by the National Geodetic Survey in June 1991..
 FD0431
 FD0431.The geoid height was determined by GEOID03.
 FD0431
 FD0431.The dynamic height is computed by dividing the NAVD 88
 FD0431.geopotential number by the normal gravity value computed on the
 FD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0431.degrees latitude (g = 980.6199 gals.).
 FD0431
 FD0431.The modeled gravity was interpolated from observed gravity values.
 FD0431
 FD0431;                    North         East    Units  Estimated Accuracy
 FD0431;SPC TN       -    90,260.      520,010.      MT  (+/- 180 meters Scaled)
 FD0431
 FD0431                          SUPERSEDED SURVEY CONTROL
 FD0431
 FD0431  NGVD 29 (??/??/92)  208.578  (m)          684.31   (f) ADJ UNCH    2 0
 FD0431
 FD0431.Superseded values are not recommended for survey control.
 FD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0431.See file dsdata.txt to determine how the superseded data were derived.
 FD0431
 FD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111889(NAD 83)
 FD0431_MARKER: DB = BENCH MARK DISK
 FD0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0431_STAMPING: L 225 1960
 FD0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0431+STABILITY: SURFACE MOTION
 FD0431
 FD0431  HISTORY     - Date     Condition        Report By
 FD0431  HISTORY     - 1960     MONUMENTED       CGS
 FD0431
 FD0431                          STATION DESCRIPTION
 FD0431
 FD0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0431'0.4 MI N FROM BUNKER HILL.
 FD0431'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0431'FOR 0.4 MILE.  THE BENCH MARK IS ABOUT 300 FT. EAST OF THE
 FD0431'CENTER OF THE PROPOSED INTERSTATE HIGHWAY, 47 FT. EAST OF A POWER
 FD0431'LINE POLE, 25 FT. EAST OF THE CENTER OF THE PAVED ROAD, 5 FT.
 FD0431'NORTH OF A POWER LINE BRACE POLE, AND 1.8 FT. EAST OF A WITNESS
 FD0431'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD0431'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0253 ***********************************************************************
 GC0253  DESIGNATION -  L 226
 GC0253  PID         -  GC0253
 GC0253  STATE/COUNTY-  TN/WILSON
 GC0253  USGS QUAD   -  LEBANON (1983)
 GC0253
 GC0253                         *CURRENT SURVEY CONTROL
 GC0253  ___________________________________________________________________
 GC0253* NAD 83(1986)-  36 11 06.     (N)    086 22 28.     (W)     SCALED    
 GC0253* NAVD 88     -       207.013  (meters)     679.18   (feet)  ADJUSTED  
 GC0253  ___________________________________________________________________
 GC0253  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0253  DYNAMIC HT  -         206.840 (meters)     678.61  (feet)  COMP
 GC0253  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC0253
 GC0253  VERT ORDER  -  SECOND    CLASS 0
 GC0253
 GC0253.The horizontal coordinates were scaled from a topographic map and have
 GC0253.an estimated accuracy of +/- 6 seconds.
 GC0253
 GC0253.The orthometric height was determined by differential leveling
 GC0253.and adjusted by the National Geodetic Survey in June 1991..
 GC0253
 GC0253.The geoid height was determined by GEOID03.
 GC0253
 GC0253.The dynamic height is computed by dividing the NAVD 88
 GC0253.geopotential number by the normal gravity value computed on the
 GC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0253.degrees latitude (g = 980.6199 gals.).
 GC0253
 GC0253.The modeled gravity was interpolated from observed gravity values.
 GC0253
 GC0253;                    North         East    Units  Estimated Accuracy
 GC0253;SPC TN       -   205,510.      566,320.      MT  (+/- 180 meters Scaled)
 GC0253
 GC0253                          SUPERSEDED SURVEY CONTROL
 GC0253
 GC0253  NGVD 29 (??/??/92)  207.068  (m)          679.36   (f) ADJ UNCH    2 0
 GC0253
 GC0253.Superseded values are not recommended for survey control.
 GC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0253.See file dsdata.txt to determine how the superseded data were derived.
 GC0253
 GC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF562046(NAD 83)
 GC0253_MARKER: DB = BENCH MARK DISK
 GC0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0253_STAMPING: L 266 1960
 GC0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0253+STABILITY: SURFACE MOTION
 GC0253
 GC0253  HISTORY     - Date     Condition        Report By
 GC0253  HISTORY     - 1960     MONUMENTED       CGS
 GC0253  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0253
 GC0253                          STATION DESCRIPTION
 GC0253
 GC0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0253'7.7 MI SW FROM LEBANON.
 GC0253'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0253'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 5.6 MILES WEST
 GC0253'ON INTERSTATE HIGHWAY 40, THEN 0.3 MILE WEST ON TUCKER GAP ROAD
 GC0253'TO A PRIVATE DRIVE LEADING NORTH.  THE BENCH MARK IS ABOUT 200
 GC0253'FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0253'31 FT. NORTH OF THE CENTER OF TUCKER GAP ROAD, 51 FT. SOUTHWEST
 GC0253'OF A 16-INCH MAPLE TREE, 13 FT. WEST OF THE CENTER OF A GATE AND
 GC0253'PRIVATE DRIVE, 7 FT. EAST OF AN OLD TELEPHONE POLE USED AS A FENCE
 GC0253'POST, 1.5 FT. SOUTH OF A FENCE, AND 2.6 FT. EAST OF A WITNESS SIGN.
 GC0253'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0253'AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 GC0253
 GC0253                          STATION RECOVERY (2001)
 GC0253
 GC0253'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1838 ***********************************************************************
 GB1838  DESIGNATION -  L 227
 GB1838  PID         -  GB1838
 GB1838  STATE/COUNTY-  TN/SMITH
 GB1838  USGS QUAD   -  GORDONSVILLE (1986)
 GB1838
 GB1838                         *CURRENT SURVEY CONTROL
 GB1838  ___________________________________________________________________
 GB1838* NAD 83(1986)-  36 10 25.     (N)    085 55 20.     (W)     SCALED    
 GB1838* NAVD 88     -       153.199  (meters)     502.62   (feet)  ADJUSTED  
 GB1838  ___________________________________________________________________
 GB1838  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1838  DYNAMIC HT  -         153.068 (meters)     502.19  (feet)  COMP
 GB1838  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 GB1838
 GB1838  VERT ORDER  -  SECOND    CLASS 0
 GB1838
 GB1838.The horizontal coordinates were scaled from a topographic map and have
 GB1838.an estimated accuracy of +/- 6 seconds.
 GB1838
 GB1838.The orthometric height was determined by differential leveling
 GB1838.and adjusted by the National Geodetic Survey in June 1991..
 GB1838
 GB1838.The geoid height was determined by GEOID03.
 GB1838
 GB1838.The dynamic height is computed by dividing the NAVD 88
 GB1838.geopotential number by the normal gravity value computed on the
 GB1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1838.degrees latitude (g = 980.6199 gals.).
 GB1838
 GB1838.The modeled gravity was interpolated from observed gravity values.
 GB1838
 GB1838;                    North         East    Units  Estimated Accuracy
 GB1838;SPC TN       -   204,180.      607,000.      MT  (+/- 180 meters Scaled)
 GB1838
 GB1838                          SUPERSEDED SURVEY CONTROL
 GB1838
 GB1838  NGVD 29 (??/??/92)  153.265  (m)          502.84   (f) ADJ UNCH    2 0
 GB1838
 GB1838.Superseded values are not recommended for survey control.
 GB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1838.See file dsdata.txt to determine how the superseded data were derived.
 GB1838
 GB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF969037(NAD 83)
 GB1838_MARKER: DB = BENCH MARK DISK
 GB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1838_STAMPING: L 227 1960
 GB1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1838+STABILITY: SURFACE MOTION
 GB1838
 GB1838  HISTORY     - Date     Condition        Report By
 GB1838  HISTORY     - 1960     MONUMENTED       CGS
 GB1838
 GB1838                          STATION DESCRIPTION
 GB1838
 GB1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1838'0.8 MI E FROM GORDONSVILLE.
 GB1838'FROM THE POST OFFICE IN GORDONSVILLE, GO EAST ON STATE HIGHWAY 141
 GB1838'FOR 0.7 MILE, THEN 0.1 MILE NORTHEAST ON A PAVED ROAD.  THE BENCH
 GB1838'MARK IS ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY 40,
 GB1838'37 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 26
 GB1838'FT. NORTHWEST OF THE CENTER OF A PAVED ROAD, 10 FT. NORTHWEST OF
 GB1838'A TELEPHONE POLE WITH A GUY WIRE, 1 FT. WEST OF A FENCE, AND 1.5
 GB1838'FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1838'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 2 FT. BELOW THE
 GB1838'LEVEL OF THE PAVED ROAD.  NOTE-- THIS MARK IS ABOUT 0.85 MILE WEST
 GB1838'OF B.M. T 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0079 ***********************************************************************
 FD0079  DESIGNATION -  L 228
 FD0079  PID         -  FD0079
 FD0079  STATE/COUNTY-  TN/RUTHERFORD
 FD0079  USGS QUAD   -  DILLTON (1975)
 FD0079
 FD0079                         *CURRENT SURVEY CONTROL
 FD0079  ___________________________________________________________________
 FD0079* NAD 83(1986)-  35 47 09.     (N)    086 22 25.     (W)     SCALED    
 FD0079* NAVD 88     -       193.051  (meters)     633.37   (feet)  ADJUSTED  
 FD0079  ___________________________________________________________________
 FD0079  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0079  DYNAMIC HT  -         192.880 (meters)     632.81  (feet)  COMP
 FD0079  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0079
 FD0079  VERT ORDER  -  SECOND    CLASS 0
 FD0079
 FD0079.The horizontal coordinates were scaled from a topographic map and have
 FD0079.an estimated accuracy of +/- 6 seconds.
 FD0079
 FD0079.The orthometric height was determined by differential leveling
 FD0079.and adjusted by the National Geodetic Survey in June 1991..
 FD0079
 FD0079.The geoid height was determined by GEOID03.
 FD0079
 FD0079.The dynamic height is computed by dividing the NAVD 88
 FD0079.geopotential number by the normal gravity value computed on the
 FD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0079.degrees latitude (g = 980.6199 gals.).
 FD0079
 FD0079.The modeled gravity was interpolated from observed gravity values.
 FD0079
 FD0079;                    North         East    Units  Estimated Accuracy
 FD0079;SPC TN       -   161,220.      566,230.      MT  (+/- 180 meters Scaled)
 FD0079
 FD0079                          SUPERSEDED SURVEY CONTROL
 FD0079
 FD0079  NGVD 29 (??/??/92)  193.059  (m)          633.39   (f) ADJ UNCH    2 0
 FD0079
 FD0079.Superseded values are not recommended for survey control.
 FD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0079.See file dsdata.txt to determine how the superseded data were derived.
 FD0079
 FD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE566603(NAD 83)
 FD0079_MARKER: DB = BENCH MARK DISK
 FD0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0079_STAMPING: L 228 1960
 FD0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0079+STABILITY: SURFACE MOTION
 FD0079
 FD0079  HISTORY     - Date     Condition        Report By
 FD0079  HISTORY     - 1960     MONUMENTED       CGS
 FD0079
 FD0079                          STATION DESCRIPTION
 FD0079
 FD0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0079'5 MI SE FROM MURFREESBORO.
 FD0079'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0079'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.6 MILES, THEN
 FD0079'1.3 MILES EAST ON A GRAVELED ROAD, THEN 1.15 MILES SOUTH ON A
 FD0079'GRAVELED ROAD.  THE BENCH MARK IS 127 FT. SOUTH OF THE CENTER
 FD0079'OF A DRIVEWAY TO A HOUSE, 33 FT. SOUTHEAST OF A POWER LINE POLE
 FD0079'WITH A TRANSFORMER, 31 FT. WEST OF THE CENTER OF THE GRAVELED
 FD0079'ROAD, 7 FT. WEST OF A FENCE CORNER, AND 1.6 FT. WEST OF A
 FD0079'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0079'PROJECTING 2 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0137 ***********************************************************************
 FD0137  DESIGNATION -  L 229
 FD0137  PID         -  FD0137
 FD0137  STATE/COUNTY-  TN/COFFEE
 FD0137  USGS QUAD   -  NOAH (1976)
 FD0137
 FD0137                         *CURRENT SURVEY CONTROL
 FD0137  ___________________________________________________________________
 FD0137* NAD 83(1986)-  35 31 30.     (N)    086 09 19.     (W)     SCALED    
 FD0137* NAVD 88     -       331.274  (meters)    1086.85   (feet)  ADJUSTED  
 FD0137  ___________________________________________________________________
 FD0137  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0137  DYNAMIC HT  -         330.960 (meters)    1085.82  (feet)  COMP
 FD0137  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FD0137
 FD0137  VERT ORDER  -  SECOND    CLASS 0
 FD0137
 FD0137.The horizontal coordinates were scaled from a topographic map and have
 FD0137.an estimated accuracy of +/- 6 seconds.
 FD0137
 FD0137.The orthometric height was determined by differential leveling
 FD0137.and adjusted by the National Geodetic Survey in June 1991..
 FD0137
 FD0137.The geoid height was determined by GEOID03.
 FD0137
 FD0137.The dynamic height is computed by dividing the NAVD 88
 FD0137.geopotential number by the normal gravity value computed on the
 FD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0137.degrees latitude (g = 980.6199 gals.).
 FD0137
 FD0137.The modeled gravity was interpolated from observed gravity values.
 FD0137
 FD0137;                    North         East    Units  Estimated Accuracy
 FD0137;SPC TN       -   132,230.      585,920.      MT  (+/- 180 meters Scaled)
 FD0137
 FD0137                          SUPERSEDED SURVEY CONTROL
 FD0137
 FD0137  NGVD 29 (??/??/92)  331.267  (m)         1086.83   (f) ADJ UNCH    2 0
 FD0137
 FD0137.Superseded values are not recommended for survey control.
 FD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0137.See file dsdata.txt to determine how the superseded data were derived.
 FD0137
 FD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE765315(NAD 83)
 FD0137_MARKER: DB = BENCH MARK DISK
 FD0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0137_SP_SET: CULVERT
 FD0137_STAMPING: L 229 1960
 FD0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0137
 FD0137  HISTORY     - Date     Condition        Report By
 FD0137  HISTORY     - 1960     MONUMENTED       CGS
 FD0137
 FD0137                          STATION DESCRIPTION
 FD0137
 FD0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0137'4.6 MI NW FROM MANCHESTER.
 FD0137'FROM THE COURT HOUSE IN MANCHESTER, GO 4.6 MILES NORTHWEST ON
 FD0137'U.S. HIGHWAY 41 TO A 10 FT. CONCRETE CULVERT UNDER THE HIGHWAY.
 FD0137'THE BENCH MARK IS ABOUT 85 FT. SOUTHWEST OF A RED BRICK HOUSE,
 FD0137'24 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 41.  THE DISK IS
 FD0137'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST CONCRETE HEADWALL,
 FD0137'AT THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 2 FT. BELOW THE
 FD0137'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0281 ***********************************************************************
 GD0281  DESIGNATION -  L 23
 GD0281  PID         -  GD0281
 GD0281  STATE/COUNTY-  TN/WEAKLEY
 GD0281  USGS QUAD   -  MC KENZIE (1985)
 GD0281
 GD0281                         *CURRENT SURVEY CONTROL
 GD0281  ___________________________________________________________________
 GD0281* NAD 83(1986)-  36 12 48.     (N)    088 36 47.     (W)     SCALED    
 GD0281* NAVD 88     -       124.695  (meters)     409.10   (feet)  ADJUSTED  
 GD0281  ___________________________________________________________________
 GD0281  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0281  DYNAMIC HT  -         124.592 (meters)     408.77  (feet)  COMP
 GD0281  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GD0281
 GD0281  VERT ORDER  -  SECOND    CLASS 0
 GD0281
 GD0281.The horizontal coordinates were scaled from a topographic map and have
 GD0281.an estimated accuracy of +/- 6 seconds.
 GD0281
 GD0281.The orthometric height was determined by differential leveling
 GD0281.and adjusted by the National Geodetic Survey in June 1991..
 GD0281
 GD0281.The geoid height was determined by GEOID03.
 GD0281
 GD0281.The dynamic height is computed by dividing the NAVD 88
 GD0281.geopotential number by the normal gravity value computed on the
 GD0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0281.degrees latitude (g = 980.6199 gals.).
 GD0281
 GD0281.The modeled gravity was interpolated from observed gravity values.
 GD0281
 GD0281;                    North         East    Units  Estimated Accuracy
 GD0281;SPC TN       -   211,720.      365,070.      MT  (+/- 180 meters Scaled)
 GD0281
 GD0281                          SUPERSEDED SURVEY CONTROL
 GD0281
 GD0281  NGVD 29 (??/??/??)  124.735  (m)          409.23   (f) ADJUSTED    2 0
 GD0281
 GD0281.Superseded values are not recommended for survey control.
 GD0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0281.See file dsdata.txt to determine how the superseded data were derived.
 GD0281
 GD0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF550088(NAD 83)
 GD0281_MARKER: DB = BENCH MARK DISK
 GD0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0281_STAMPING: L 23 1934 409.369
 GD0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0281+STABILITY: SURFACE MOTION
 GD0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0281+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0281
 GD0281  HISTORY     - Date     Condition        Report By
 GD0281  HISTORY     - 1934     MONUMENTED       CGS
 GD0281  HISTORY     - 1967     GOOD             CGS
 GD0281  HISTORY     - 20020826 GOOD             USACE
 GD0281
 GD0281                          STATION DESCRIPTION
 GD0281
 GD0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0281'AT GLEASON.
 GD0281'AT GLEASON IN THE FRONT YARD OF THE HIGH SCHOOL, ABOUT 30 YARDS
 GD0281'SOUTHWEST OF THE LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 73.5
 GD0281'FEET SOUTH-SOUTHEAST OF POWERLINE POLE NO. 166, 64.6 FEET EAST
 GD0281'OF A 20-INCH MAPLE TREE, 42 FEET SOUTHWEST OF THE APPROXIMATE
 GD0281'CENTER OF A PAVED STREET, 37 FEET NORTHWEST OF POWERLINE AND
 GD0281'LIGHT POLE NO. 164, 26 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 GD0281'THE SIDEWALK LEADING INTO THE SCHOOL BUILDING, AND ADJACENT TO
 GD0281'THE SOUTHWEST EDGE OF THE SIDEWALK ALONG THE STREET.  A STANDARD
 GD0281'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT IS
 GD0281'ABOUT 2 INCHES BELOW THE SURFACE OF THE LAWN.
 GD0281
 GD0281                          STATION RECOVERY (2002)
 GD0281
 GD0281'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0281'SIDEWALK LEADING TO SCHOOL ENTRY HAS BEEN REMOVED. ALL OTHER
 GD0281'REFERENCES OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1850 ***********************************************************************
 GB1850  DESIGNATION -  L 230
 GB1850  PID         -  GB1850
 GB1850  STATE/COUNTY-  TN/PUTNAM
 GB1850  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1850
 GB1850                         *CURRENT SURVEY CONTROL
 GB1850  ___________________________________________________________________
 GB1850* NAD 83(1986)-  36 08 13.     (N)    085 31 50.     (W)     SCALED    
 GB1850* NAVD 88     -       324.244  (meters)    1063.79   (feet)  ADJUSTED  
 GB1850  ___________________________________________________________________
 GB1850  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB1850  DYNAMIC HT  -         323.955 (meters)    1062.84  (feet)  COMP
 GB1850  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 GB1850
 GB1850  VERT ORDER  -  SECOND    CLASS 0
 GB1850
 GB1850.The horizontal coordinates were scaled from a topographic map and have
 GB1850.an estimated accuracy of +/- 6 seconds.
 GB1850
 GB1850.The orthometric height was determined by differential leveling
 GB1850.and adjusted by the National Geodetic Survey in June 1991..
 GB1850
 GB1850.The geoid height was determined by GEOID03.
 GB1850
 GB1850.The dynamic height is computed by dividing the NAVD 88
 GB1850.geopotential number by the normal gravity value computed on the
 GB1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1850.degrees latitude (g = 980.6199 gals.).
 GB1850
 GB1850.The modeled gravity was interpolated from observed gravity values.
 GB1850
 GB1850;                    North         East    Units  Estimated Accuracy
 GB1850;SPC TN       -   200,210.      642,250.      MT  (+/- 180 meters Scaled)
 GB1850
 GB1850                          SUPERSEDED SURVEY CONTROL
 GB1850
 GB1850  NGVD 29 (??/??/92)  324.314  (m)         1064.02   (f) ADJ UNCH    2 0
 GB1850
 GB1850.Superseded values are not recommended for survey control.
 GB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1850.See file dsdata.txt to determine how the superseded data were derived.
 GB1850
 GB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF322001(NAD 83)
 GB1850_MARKER: DB = BENCH MARK DISK
 GB1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1850_STAMPING: L 230 1960
 GB1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1850+STABILITY: SURFACE MOTION
 GB1850
 GB1850  HISTORY     - Date     Condition        Report By
 GB1850  HISTORY     - 1960     MONUMENTED       CGS
 GB1850
 GB1850                          STATION DESCRIPTION
 GB1850
 GB1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1850'3.4 MI SW FROM COOKEVILLE.
 GB1850'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1850'HIGHWAY 42, THEN 1.55 MILES WEST ON INTERSTATE HIGHWAY 40 TO
 GB1850'THE INTERSECTION OF SMITHVILLE ROAD.  THE BENCH MARK IS 57 FT.
 GB1850'NORTH OF THE CENTER OF A DIAMOND POINT ROAD WHICH LEADS ONTO THE
 GB1850'WEST BOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 40, 49 FT.
 GB1850'SOUTH OF THE RIGHT-OF-WAY FENCE, 1.7 FT. WEST OF A WITNESS SIGN,
 GB1850'AND SET ON THE WEST SLOPE OF A HILL.  THE DISK IS SET IN TOP OF
 GB1850'A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH
 GB1850'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1636 ***********************************************************************
 GB1636  DESIGNATION -  L 231
 GB1636  PID         -  GB1636
 GB1636  STATE/COUNTY-  TN/CUMBERLAND
 GB1636  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1636
 GB1636                         *CURRENT SURVEY CONTROL
 GB1636  ___________________________________________________________________
 GB1636* NAD 83(1986)-  36 04 51.     (N)    085 12 46.     (W)     SCALED    
 GB1636* NAVD 88     -       606.289  (meters)    1989.13   (feet)  ADJUSTED  
 GB1636  ___________________________________________________________________
 GB1636  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GB1636  DYNAMIC HT  -         605.724 (meters)    1987.28  (feet)  COMP
 GB1636  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 GB1636
 GB1636  VERT ORDER  -  SECOND    CLASS 0
 GB1636
 GB1636.The horizontal coordinates were scaled from a topographic map and have
 GB1636.an estimated accuracy of +/- 6 seconds.
 GB1636
 GB1636.The orthometric height was determined by differential leveling
 GB1636.and adjusted by the National Geodetic Survey in June 1991..
 GB1636
 GB1636.The geoid height was determined by GEOID03.
 GB1636
 GB1636.The dynamic height is computed by dividing the NAVD 88
 GB1636.geopotential number by the normal gravity value computed on the
 GB1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1636.degrees latitude (g = 980.6199 gals.).
 GB1636
 GB1636.The modeled gravity was interpolated from observed gravity values.
 GB1636
 GB1636;                    North         East    Units  Estimated Accuracy
 GB1636;SPC TN       -   194,170.      670,900.      MT  (+/- 180 meters Scaled)
 GB1636
 GB1636                          SUPERSEDED SURVEY CONTROL
 GB1636
 GB1636  NGVD 29 (??/??/92)  606.306  (m)         1989.19   (f) ADJ UNCH    2 0
 GB1636
 GB1636.Superseded values are not recommended for survey control.
 GB1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1636.See file dsdata.txt to determine how the superseded data were derived.
 GB1636
 GB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE609943(NAD 83)
 GB1636_MARKER: DB = BENCH MARK DISK
 GB1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1636_STAMPING: L 231 1960
 GB1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1636+STABILITY: SURFACE MOTION
 GB1636
 GB1636  HISTORY     - Date     Condition        Report By
 GB1636  HISTORY     - 1960     MONUMENTED       CGS
 GB1636
 GB1636                          STATION DESCRIPTION
 GB1636
 GB1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1636'3.2 MI NW FROM MAYLAND.
 GB1636'FROM THE POST OFFICE IN MAYLAND, GO 0.15 MILE NORTH ON A PAVED
 GB1636'ROAD, THEN 0.1 MILE WEST ON A GRAVELED ROAD, THEN 1.25 MILES NORTH
 GB1636'ON A GRAVELED ROAD, THEN 1.7 MILES NORTHWEST ON INTERSTATE
 GB1636'HIGHWAY 40 TO A TRACK ROAD.  THE BENCH MARK IS 320 FT. SOUTH OF
 GB1636'THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 32 FT. EAST OF THE
 GB1636'SOUTHEAST CORNER OF A FARM HOUSE, 8 FT. NORTH OF THE CENTER OF A
 GB1636'TRACK ROAD, 1 FT. SOUTH OF A FENCE CORNER, AND 2.4 FT. WEST OF A
 GB1636'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1636'PROJECTING 2 INCHES AND ABOUT 5 FT. ABOVE THE LEVEL OF THE TRACK
 GB1636'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0815 ***********************************************************************
 FC0815  DESIGNATION -  L 232
 FC0815  PID         -  FC0815
 FC0815  STATE/COUNTY-  TN/CUMBERLAND
 FC0815  USGS QUAD   -  OZONE (1989)
 FC0815
 FC0815                         *CURRENT SURVEY CONTROL
 FC0815  ___________________________________________________________________
 FC0815* NAD 83(1986)-  35 52 59.     (N)    084 49 13.     (W)     SCALED    
 FC0815* NAVD 88     -       497.121  (meters)    1630.97   (feet)  ADJUSTED  
 FC0815  ___________________________________________________________________
 FC0815  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FC0815  DYNAMIC HT  -         496.652 (meters)    1629.43  (feet)  COMP
 FC0815  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FC0815
 FC0815  VERT ORDER  -  SECOND    CLASS 0
 FC0815
 FC0815.The horizontal coordinates were scaled from a topographic map and have
 FC0815.an estimated accuracy of +/- 6 seconds.
 FC0815
 FC0815.The orthometric height was determined by differential leveling
 FC0815.and adjusted by the National Geodetic Survey in June 1991..
 FC0815
 FC0815.The geoid height was determined by GEOID03.
 FC0815
 FC0815.The dynamic height is computed by dividing the NAVD 88
 FC0815.geopotential number by the normal gravity value computed on the
 FC0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0815.degrees latitude (g = 980.6199 gals.).
 FC0815
 FC0815.The modeled gravity was interpolated from observed gravity values.
 FC0815
 FC0815;                    North         East    Units  Estimated Accuracy
 FC0815;SPC TN       -   172,580.      706,520.      MT  (+/- 180 meters Scaled)
 FC0815
 FC0815                          SUPERSEDED SURVEY CONTROL
 FC0815
 FC0815  NGVD 29 (??/??/92)  497.205  (m)         1631.25   (f) ADJ UNCH    2 0
 FC0815
 FC0815.Superseded values are not recommended for survey control.
 FC0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0815.See file dsdata.txt to determine how the superseded data were derived.
 FC0815
 FC0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE967731(NAD 83)
 FC0815_MARKER: DB = BENCH MARK DISK
 FC0815_SETTING: 66 = SET IN ROCK OUTCROP
 FC0815_SP_SET: ROCK OUTCROP
 FC0815_STAMPING: L 232 1960
 FC0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0815+STABILITY: POSITION/ELEVATION WELL
 FC0815
 FC0815  HISTORY     - Date     Condition        Report By
 FC0815  HISTORY     - 1960     MONUMENTED       CGS
 FC0815
 FC0815                          STATION DESCRIPTION
 FC0815
 FC0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0815'0.9 MI W FROM OZONE.
 FC0815'FROM THE ONLY RAILROAD CROSSING IN OZONE, GO 0.9 MILE WEST ON
 FC0815'THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 140 PACES
 FC0815'NORTHWEST OF A RAILROAD SUPPLY SHED BUILT LIKE A CELLAR WITH A
 FC0815'ROCK FRONT, 31.6 FT. NORTHEAST OF THE NORTHEAST RAIL, 5.6 FT.
 FC0815'NORTHEAST OF A TELEPHONE POLE WITH A WITNESS SIGN NAILED TO IT.
 FC0815'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 FC0815'LEVEL WITH THE TRACKS.  NOTE-- THIS MARK IS 1.0 MILE EAST ALONG
 FC0815'THE TENNESSEE CENTRAL RAILWAY FROM B.M. K 232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0192 ***********************************************************************
 FC0192  DESIGNATION -  L 233
 FC0192  PID         -  FC0192
 FC0192  STATE/COUNTY-  TN/ROANE
 FC0192  USGS QUAD   -  CAVE CREEK (1989)
 FC0192
 FC0192                         *CURRENT SURVEY CONTROL
 FC0192  ___________________________________________________________________
 FC0192* NAD 83(1986)-  35 51 55.     (N)    084 25 37.     (W)     SCALED    
 FC0192* NAVD 88     -       286.952  (meters)     941.44   (feet)  ADJUSTED  
 FC0192  ___________________________________________________________________
 FC0192  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC0192  DYNAMIC HT  -         286.682 (meters)     940.56  (feet)  COMP
 FC0192  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FC0192
 FC0192  VERT ORDER  -  SECOND    CLASS 0
 FC0192
 FC0192.The horizontal coordinates were scaled from a topographic map and have
 FC0192.an estimated accuracy of +/- 6 seconds.
 FC0192
 FC0192.The orthometric height was determined by differential leveling
 FC0192.and adjusted by the National Geodetic Survey in June 1991..
 FC0192
 FC0192.The geoid height was determined by GEOID03.
 FC0192
 FC0192.The dynamic height is computed by dividing the NAVD 88
 FC0192.geopotential number by the normal gravity value computed on the
 FC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0192.degrees latitude (g = 980.6199 gals.).
 FC0192
 FC0192.The modeled gravity was interpolated from observed gravity values.
 FC0192
 FC0192;                    North         East    Units  Estimated Accuracy
 FC0192;SPC TN       -   171,110.      742,060.      MT  (+/- 180 meters Scaled)
 FC0192
 FC0192                          SUPERSEDED SURVEY CONTROL
 FC0192
 FC0192  NGVD 29 (??/??/92)  287.061  (m)          941.80   (f) ADJ UNCH    2 0
 FC0192
 FC0192.Superseded values are not recommended for survey control.
 FC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0192.See file dsdata.txt to determine how the superseded data were derived.
 FC0192
 FC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE323720(NAD 83)
 FC0192_MARKER: DB = BENCH MARK DISK
 FC0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0192_SP_SET: OVERPASS
 FC0192_STAMPING: L 233 1960
 FC0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0192
 FC0192  HISTORY     - Date     Condition        Report By
 FC0192  HISTORY     - 1960     MONUMENTED       CGS
 FC0192
 FC0192                          STATION DESCRIPTION
 FC0192
 FC0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0192'5.6 MI SE FROM KINGSTON.
 FC0192'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0192'ST. FOR 0.8 MILE, THEN 4.85 MILES SOUTHEAST ON INTERSTATE
 FC0192'HIGHWAY 40 TO AN OVERPASS.  THE BENCH MARK DISK IS CEMENTED
 FC0192'VERTICALLY IN A DRILL HOLE IN THE NORTH FACE OF THE EAST CENTER
 FC0192'PILLAR OF THE OVERPASS, AND IS ABOUT 3 FT. ABOVE THE LEVEL OF
 FC0192'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0236 ***********************************************************************
 FC0236  DESIGNATION -  L 234
 FC0236  PID         -  FC0236
 FC0236  STATE/COUNTY-  TN/KNOX
 FC0236  USGS QUAD   -  BEARDEN (1990)
 FC0236
 FC0236                         *CURRENT SURVEY CONTROL
 FC0236  ___________________________________________________________________
 FC0236* NAD 83(1986)-  35 55 05.     (N)    084 05 26.     (W)     SCALED    
 FC0236* NAVD 88     -       291.760  (meters)     957.22   (feet)  ADJUSTED  
 FC0236  ___________________________________________________________________
 FC0236  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0236  DYNAMIC HT  -         291.488 (meters)     956.32  (feet)  COMP
 FC0236  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FC0236
 FC0236  VERT ORDER  -  SECOND    CLASS 0
 FC0236
 FC0236.The horizontal coordinates were scaled from a topographic map and have
 FC0236.an estimated accuracy of +/- 6 seconds.
 FC0236
 FC0236.The orthometric height was determined by differential leveling
 FC0236.and adjusted by the National Geodetic Survey in June 1991..
 FC0236
 FC0236.The geoid height was determined by GEOID03.
 FC0236
 FC0236.The dynamic height is computed by dividing the NAVD 88
 FC0236.geopotential number by the normal gravity value computed on the
 FC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0236.degrees latitude (g = 980.6199 gals.).
 FC0236
 FC0236.The modeled gravity was interpolated from observed gravity values.
 FC0236
 FC0236;                    North         East    Units  Estimated Accuracy
 FC0236;SPC TN       -   177,510.      772,320.      MT  (+/- 180 meters Scaled)
 FC0236
 FC0236                          SUPERSEDED SURVEY CONTROL
 FC0236
 FC0236  NGVD 29 (??/??/92)  291.885  (m)          957.63   (f) ADJ UNCH    2 0
 FC0236
 FC0236.Superseded values are not recommended for survey control.
 FC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0236.See file dsdata.txt to determine how the superseded data were derived.
 FC0236
 FC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE625787(NAD 83)
 FC0236_MARKER: DB = BENCH MARK DISK
 FC0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0236_SP_SET: OVERPASS
 FC0236_STAMPING: L 234 1960
 FC0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0236
 FC0236  HISTORY     - Date     Condition        Report By
 FC0236  HISTORY     - 1960     MONUMENTED       CGS
 FC0236  HISTORY     - 1982     GOOD             LOCENG
 FC0236
 FC0236                          STATION DESCRIPTION
 FC0236
 FC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0236'6.8 MI W FROM BEARDEN.
 FC0236'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0236'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 4.95 MILES
 FC0236'WEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER A PAVED ROAD.
 FC0236'THE BENCH MARK IS 24 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 FC0236'TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0236'SOUTHWEST WINGWALL OF THE SOUTH OVERPASS AND IS ABOUT LEVEL WITH
 FC0236'THE ROAD.
 FC0236
 FC0236                          STATION RECOVERY (1982)
 FC0236
 FC0236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0236'CHANGE DESC: 'OVER A PAVED ROAD' INCLUDE THE FOLLOWING 'BEING CEDAR
 FC0236'BLUFF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0681 ***********************************************************************
 GB0681  DESIGNATION -  L 235
 GB0681  PID         -  GB0681
 GB0681  STATE/COUNTY-  TN/KNOX
 GB0681  USGS QUAD   -  POWELL (1976)
 GB0681
 GB0681                         *CURRENT SURVEY CONTROL
 GB0681  ___________________________________________________________________
 GB0681* NAD 83(1986)-  36 04 57.     (N)    084 01 16.     (W)     SCALED    
 GB0681* NAVD 88     -       260.241  (meters)     853.81   (feet)  ADJUSTED  
 GB0681  ___________________________________________________________________
 GB0681  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0681  DYNAMIC HT  -         259.999 (meters)     853.01  (feet)  COMP
 GB0681  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB0681
 GB0681  VERT ORDER  -  SECOND    CLASS 0
 GB0681
 GB0681.The horizontal coordinates were scaled from a topographic map and have
 GB0681.an estimated accuracy of +/- 6 seconds.
 GB0681
 GB0681.The orthometric height was determined by differential leveling
 GB0681.and adjusted by the National Geodetic Survey in June 1991..
 GB0681
 GB0681.The geoid height was determined by GEOID03.
 GB0681
 GB0681.The dynamic height is computed by dividing the NAVD 88
 GB0681.geopotential number by the normal gravity value computed on the
 GB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0681.degrees latitude (g = 980.6199 gals.).
 GB0681
 GB0681.The modeled gravity was interpolated from observed gravity values.
 GB0681
 GB0681;                    North         East    Units  Estimated Accuracy
 GB0681;SPC TN       -   195,870.      778,220.      MT  (+/- 180 meters Scaled)
 GB0681
 GB0681                          SUPERSEDED SURVEY CONTROL
 GB0681
 GB0681  NGVD 29 (??/??/92)  260.350  (m)          854.16   (f) ADJ UNCH    2 0
 GB0681
 GB0681.Superseded values are not recommended for survey control.
 GB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0681.See file dsdata.txt to determine how the superseded data were derived.
 GB0681
 GB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE682972(NAD 83)
 GB0681_MARKER: DB = BENCH MARK DISK
 GB0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0681_SP_SET: CULVERT
 GB0681_STAMPING: L 235 1961
 GB0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0681
 GB0681  HISTORY     - Date     Condition        Report By
 GB0681  HISTORY     - 1961     MONUMENTED       CGS
 GB0681  HISTORY     - 1973     GOOD             TVA
 GB0681
 GB0681                          STATION DESCRIPTION
 GB0681
 GB0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0681'7.8 MI NW FROM INSKIP.
 GB0681'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0681'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN 0.75
 GB0681'MILE NORTHEAST ON EMORY ROAD, THEN 3.15 MILES NORTHWEST ON CONNER
 GB0681'ROAD TO THE T JUNCTION OF BRUSHY VALLEY ROAD LEADING SOUTHWEST.
 GB0681'THE BENCH MARK IS LOCATED AT THE T JUNCTION.  THE DISK IS CEMENTED
 GB0681'IN A DRILL HOLE IN TOP OF THE SOUTHWEST END OF THE EAST CONCRETE
 GB0681'HEADWALL OF A CONCRETE CULVERT UNDER BRUSHY VALLEY ROAD, AND IS
 GB0681'ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 GB0681
 GB0681                          STATION RECOVERY (1973)
 GB0681
 GB0681'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0557 ***********************************************************************
 GB0557  DESIGNATION -  L 236
 GB0557  PID         -  GB0557
 GB0557  STATE/COUNTY-  TN/CAMPBELL
 GB0557  USGS QUAD   -  PIONEER (1979)
 GB0557
 GB0557                         *CURRENT SURVEY CONTROL
 GB0557  ___________________________________________________________________
 GB0557* NAD 83(1986)-  36 23 39.     (N)    084 16 07.     (W)     SCALED    
 GB0557* NAVD 88     -       447.214  (meters)    1467.23   (feet)  ADJUSTED  
 GB0557  ___________________________________________________________________
 GB0557  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB0557  DYNAMIC HT  -         446.814 (meters)    1465.92  (feet)  COMP
 GB0557  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 GB0557
 GB0557  VERT ORDER  -  SECOND    CLASS 0
 GB0557
 GB0557.The horizontal coordinates were scaled from a topographic map and have
 GB0557.an estimated accuracy of +/- 6 seconds.
 GB0557
 GB0557.The orthometric height was determined by differential leveling
 GB0557.and adjusted by the National Geodetic Survey in June 1991..
 GB0557
 GB0557.The geoid height was determined by GEOID03.
 GB0557
 GB0557.The dynamic height is computed by dividing the NAVD 88
 GB0557.geopotential number by the normal gravity value computed on the
 GB0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0557.degrees latitude (g = 980.6199 gals.).
 GB0557
 GB0557.The modeled gravity was interpolated from observed gravity values.
 GB0557
 GB0557;                    North         East    Units  Estimated Accuracy
 GB0557;SPC TN       -   230,030.      755,320.      MT  (+/- 180 meters Scaled)
 GB0557
 GB0557                          SUPERSEDED SURVEY CONTROL
 GB0557
 GB0557  NGVD 29 (??/??/92)  447.318  (m)         1467.58   (f) ADJ UNCH    2 0
 GB0557
 GB0557.Superseded values are not recommended for survey control.
 GB0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0557.See file dsdata.txt to determine how the superseded data were derived.
 GB0557
 GB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF449311(NAD 83)
 GB0557_MARKER: DB = BENCH MARK DISK
 GB0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0557_SP_SET: BRIDGE
 GB0557_STAMPING: L 236 1961
 GB0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0557
 GB0557  HISTORY     - Date     Condition        Report By
 GB0557  HISTORY     - 1961     MONUMENTED       CGS
 GB0557
 GB0557                          STATION DESCRIPTION
 GB0557
 GB0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0557'3.4 MI SE FROM PIONEER.
 GB0557'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0557'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTSERLY ON A SPUR TRACK,
 GB0557'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0557'0.3 MILE SOUTHERLY TO A CONCRETE BRIDGE ON A GRAVELED ROAD.  THE
 GB0557'BENCH MARK IS 10.7 FT. NORTH OF THE CENTER OF THE BRIDGE.  THE DISK
 GB0557'IS CEMENTED IN TOP OF THE EAST END OF THE EAST CONCRETE HEADWALL
 GB0557'OF THE BRIDGE AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2442 ***********************************************************************
 GA2442  DESIGNATION -  L 237
 GA2442  PID         -  GA2442
 GA2442  STATE/COUNTY-  TN/JEFFERSON
 GA2442  USGS QUAD   -  NEW MARKET (1987)
 GA2442
 GA2442                         *CURRENT SURVEY CONTROL
 GA2442  ___________________________________________________________________
 GA2442* NAD 83(1986)-  36 00 57.     (N)    083 30 37.     (W)     SCALED    
 GA2442* NAVD 88     -       311.019  (meters)    1020.40   (feet)  ADJUSTED  
 GA2442  ___________________________________________________________________
 GA2442  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2442  DYNAMIC HT  -         310.730 (meters)    1019.45  (feet)  COMP
 GA2442  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 GA2442
 GA2442  VERT ORDER  -  SECOND    CLASS 0
 GA2442
 GA2442.The horizontal coordinates were scaled from a topographic map and have
 GA2442.an estimated accuracy of +/- 6 seconds.
 GA2442
 GA2442.The orthometric height was determined by differential leveling
 GA2442.and adjusted by the National Geodetic Survey in June 1991..
 GA2442
 GA2442.The geoid height was determined by GEOID03.
 GA2442
 GA2442.The dynamic height is computed by dividing the NAVD 88
 GA2442.geopotential number by the normal gravity value computed on the
 GA2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2442.degrees latitude (g = 980.6199 gals.).
 GA2442
 GA2442.The modeled gravity was interpolated from observed gravity values.
 GA2442
 GA2442;                    North         East    Units  Estimated Accuracy
 GA2442;SPC TN       -   189,530.      824,400.      MT  (+/- 180 meters Scaled)
 GA2442
 GA2442                          SUPERSEDED SURVEY CONTROL
 GA2442
 GA2442  NGVD 29 (??/??/92)  311.190  (m)         1020.96   (f) ADJ UNCH    2 0
 GA2442
 GA2442.Superseded values are not recommended for survey control.
 GA2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2442.See file dsdata.txt to determine how the superseded data were derived.
 GA2442
 GA2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV737886(NAD 83)
 GA2442_MARKER: DB = BENCH MARK DISK
 GA2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2442_STAMPING: L 237 1961
 GA2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2442+STABILITY: SURFACE MOTION
 GA2442
 GA2442  HISTORY     - Date     Condition        Report By
 GA2442  HISTORY     - 1961     MONUMENTED       CGS
 GA2442
 GA2442                          STATION DESCRIPTION
 GA2442
 GA2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2442'6.5 MI W FROM DANDRIDGE.
 GA2442'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY
 GA2442'92 IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92,
 GA2442'THEN 4.3 MILES WEST ON INTERSTATE HIGHWAY 40 TO A GRAVELED ROAD.
 GA2442'THE BENCH MARK IS ABOUT 350 FT. NORTH OF INTERSTATE HIGHWAY 40,
 GA2442'36 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 13 FT. WEST
 GA2442'OF THE CENTER OF A GRAVELED ROAD, 8 FT. SOUTH OF THE CENTER OF
 GA2442'A PRIVATE DRIVE, 1.5 FT. SOUTHWEST OF A FENCE CORNER POST,
 GA2442'AND 1.2 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GA2442'OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 4 FT. ABOVE
 GA2442'THE LEVEL OF THE GRAVELED ROAD.  NOTE-- THIS MARK IS 1.1 MILE
 GA2442'EAST ON INTERSTATE HIGHWAY 40 FROM K 237.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0288 ***********************************************************************
 FC0288  DESIGNATION -  L 238
 FC0288  PID         -  FC0288
 FC0288  STATE/COUNTY-  TN/LOUDON
 FC0288  USGS QUAD   -  PHILADELPHIA (1974)
 FC0288
 FC0288                         *CURRENT SURVEY CONTROL
 FC0288  ___________________________________________________________________
 FC0288* NAD 83(1986)-  35 41 09.     (N)    084 24 28.     (W)     SCALED    
 FC0288* NAVD 88     -       269.513  (meters)     884.23   (feet)  ADJUSTED  
 FC0288  ___________________________________________________________________
 FC0288  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0288  DYNAMIC HT  -         269.255 (meters)     883.38  (feet)  COMP
 FC0288  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 FC0288
 FC0288  VERT ORDER  -  SECOND    CLASS 0
 FC0288
 FC0288.The horizontal coordinates were scaled from a topographic map and have
 FC0288.an estimated accuracy of +/- 6 seconds.
 FC0288
 FC0288.The orthometric height was determined by differential leveling
 FC0288.and adjusted by the National Geodetic Survey in June 1991..
 FC0288
 FC0288.The geoid height was determined by GEOID03.
 FC0288
 FC0288.The dynamic height is computed by dividing the NAVD 88
 FC0288.geopotential number by the normal gravity value computed on the
 FC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0288.degrees latitude (g = 980.6199 gals.).
 FC0288
 FC0288.The modeled gravity was interpolated from observed gravity values.
 FC0288
 FC0288;                    North         East    Units  Estimated Accuracy
 FC0288;SPC TN       -   151,230.      744,120.      MT  (+/- 180 meters Scaled)
 FC0288
 FC0288                          SUPERSEDED SURVEY CONTROL
 FC0288
 FC0288  NGVD 29 (??/??/92)  269.596  (m)          884.50   (f) ADJ UNCH    2 0
 FC0288
 FC0288.Superseded values are not recommended for survey control.
 FC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0288.See file dsdata.txt to determine how the superseded data were derived.
 FC0288
 FC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE345522(NAD 83)
 FC0288_MARKER: DB = BENCH MARK DISK
 FC0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0288_SP_SET: CULVERT
 FC0288_STAMPING: L 238 1961
 FC0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0288
 FC0288  HISTORY     - Date     Condition        Report By
 FC0288  HISTORY     - 1961     MONUMENTED       CGS
 FC0288
 FC0288                          STATION DESCRIPTION
 FC0288
 FC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0288'0.8 MI NW FROM PHILADELPHIA.
 FC0288'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0288'0.1 MILE NORTH, THEN GO 0.65 MILE NORTHWEST ON A PAVED ROAD
 FC0288'TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH MARK IS ABOUT
 FC0288'0.1 MILE NORTHWEST OF A HIGH LINE TOWER, 105 FT. SOUTHEAST
 FC0288'AND ACROSS THE ROAD FROM A CONCRETE BLOCK HOUSE, AND 8.6 FT.
 FC0288'SOUTHEAST OF THE CENTER OF THE PAVED ROAD.  THE DISK IS CEMENTED
 FC0288'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE CONCRETE CULVERT
 FC0288'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2017 ***********************************************************************
 GA2017  DESIGNATION -  L 239
 GA2017  PID         -  GA2017
 GA2017  STATE/COUNTY-  TN/JEFFERSON
 GA2017  USGS QUAD   -  WHITE PINE (1961)
 GA2017
 GA2017                         *CURRENT SURVEY CONTROL
 GA2017  ___________________________________________________________________
 GA2017* NAD 83(1986)-  36 01 36.     (N)    083 18 27.     (W)     SCALED    
 GA2017* NAVD 88     -       318.773  (meters)    1045.84   (feet)  ADJUSTED  
 GA2017  ___________________________________________________________________
 GA2017  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2017  DYNAMIC HT  -         318.474 (meters)    1044.86  (feet)  COMP
 GA2017  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 GA2017
 GA2017  VERT ORDER  -  SECOND    CLASS 0
 GA2017
 GA2017.The horizontal coordinates were scaled from a topographic map and have
 GA2017.an estimated accuracy of +/- 6 seconds.
 GA2017
 GA2017.The orthometric height was determined by differential leveling
 GA2017.and adjusted by the National Geodetic Survey in June 1991..
 GA2017
 GA2017.The geoid height was determined by GEOID03.
 GA2017
 GA2017.The dynamic height is computed by dividing the NAVD 88
 GA2017.geopotential number by the normal gravity value computed on the
 GA2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2017.degrees latitude (g = 980.6199 gals.).
 GA2017
 GA2017.The modeled gravity was interpolated from observed gravity values.
 GA2017
 GA2017;                    North         East    Units  Estimated Accuracy
 GA2017;SPC TN       -   191,210.      842,640.      MT  (+/- 180 meters Scaled)
 GA2017
 GA2017                          SUPERSEDED SURVEY CONTROL
 GA2017
 GA2017  NGVD 29 (??/??/92)  318.932  (m)         1046.36   (f) ADJ UNCH    2 0
 GA2017
 GA2017.Superseded values are not recommended for survey control.
 GA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2017.See file dsdata.txt to determine how the superseded data were derived.
 GA2017
 GA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV920893(NAD 83)
 GA2017_MARKER: DB = BENCH MARK DISK
 GA2017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2017_SP_SET: OVERPASS
 GA2017_STAMPING: L 239 1961
 GA2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2017
 GA2017  HISTORY     - Date     Condition        Report By
 GA2017  HISTORY     - 1961     MONUMENTED       CGS
 GA2017
 GA2017                          STATION DESCRIPTION
 GA2017
 GA2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2017'9.4 MI NW FROM NEWPORT.
 GA2017'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2017'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 4.95
 GA2017'MILES NORTHWEST ON INTERSTATE HIGHWAY TO AN OVERPASS OVER
 GA2017'INTERSTATE 40.  THE BENCH MARK DISK IS CEMENTED VERTICALLY IN A
 GA2017'DRILL HOLE IN THE WEST FACE OF THE NORTH POST OF THE CENTER PIER
 GA2017'OF THE OVERPASS AND IS 3 FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1644 ***********************************************************************
 GC1644  DESIGNATION -  L 24
 GC1644  PID         -  GC1644
 GC1644  STATE/COUNTY-  TN/BENTON
 GC1644  USGS QUAD   -  MC KINNON (1973)
 GC1644
 GC1644                         *CURRENT SURVEY CONTROL
 GC1644  ___________________________________________________________________
 GC1644* NAD 83(1986)-  36 16 23.     (N)    087 58 08.     (W)     SCALED    
 GC1644* NAVD 88     -       108.178  (meters)     354.91   (feet)  ADJUSTED  
 GC1644  ___________________________________________________________________
 GC1644  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1644  DYNAMIC HT  -         108.089 (meters)     354.62  (feet)  COMP
 GC1644  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GC1644
 GC1644  VERT ORDER  -  SECOND    CLASS 0
 GC1644
 GC1644.The horizontal coordinates were scaled from a topographic map and have
 GC1644.an estimated accuracy of +/- 6 seconds.
 GC1644
 GC1644.The orthometric height was determined by differential leveling
 GC1644.and adjusted by the National Geodetic Survey in June 1991..
 GC1644
 GC1644.The geoid height was determined by GEOID03.
 GC1644
 GC1644.The dynamic height is computed by dividing the NAVD 88
 GC1644.geopotential number by the normal gravity value computed on the
 GC1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1644.degrees latitude (g = 980.6199 gals.).
 GC1644
 GC1644.The modeled gravity was interpolated from observed gravity values.
 GC1644
 GC1644;                    North         East    Units  Estimated Accuracy
 GC1644;SPC TN       -   216,990.      423,110.      MT  (+/- 180 meters Scaled)
 GC1644
 GC1644                          SUPERSEDED SURVEY CONTROL
 GC1644
 GC1644  NGVD 29 (??/??/92)  108.224  (m)          355.06   (f) ADJ UNCH    2 0
 GC1644
 GC1644.Superseded values are not recommended for survey control.
 GC1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1644.See file dsdata.txt to determine how the superseded data were derived.
 GC1644
 GC1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF129146(NAD 83)
 GC1644_MARKER: DB = BENCH MARK DISK
 GC1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1644_STAMPING: 355.334 L 24 1934
 GC1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1644+STABILITY: SURFACE MOTION
 GC1644
 GC1644  HISTORY     - Date     Condition        Report By
 GC1644  HISTORY     - 1934     MONUMENTED       CGS
 GC1644
 GC1644                          STATION DESCRIPTION
 GC1644
 GC1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1644'2.3 MI NE FROM FAXON.
 GC1644'2.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1644'FROM FAXON, BENTON COUNTY, 250 YARDS SOUTHWEST OF MILEPOST 223,
 GC1644'AT A GRAVEL-ROAD CROSSING, 11 YARDS SOUTHWEST OF THE CENTERLINE
 GC1644'OF THE ROAD, 7 YARDS SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 GC1644'AND 2 YARDS SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 GC1644'355.334 L 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2093 ***********************************************************************
 GA2093  DESIGNATION -  L 240
 GA2093  PID         -  GA2093
 GA2093  STATE/COUNTY-  TN/GREENE
 GA2093  USGS QUAD   -  MOHAWK (1980)
 GA2093
 GA2093                         *CURRENT SURVEY CONTROL
 GA2093  ___________________________________________________________________
 GA2093* NAD 83(1986)-  36 13 37.     (N)    083 01 50.     (W)     SCALED    
 GA2093* NAVD 88     -       357.910  (meters)    1174.24   (feet)  ADJUSTED  
 GA2093  ___________________________________________________________________
 GA2093  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA2093  DYNAMIC HT  -         357.580 (meters)    1173.16  (feet)  COMP
 GA2093  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 GA2093
 GA2093  VERT ORDER  -  SECOND    CLASS 0
 GA2093
 GA2093.The horizontal coordinates were scaled from a topographic map and have
 GA2093.an estimated accuracy of +/- 6 seconds.
 GA2093
 GA2093.The orthometric height was determined by differential leveling
 GA2093.and adjusted by the National Geodetic Survey in June 1991..
 GA2093
 GA2093.The geoid height was determined by GEOID03.
 GA2093
 GA2093.The dynamic height is computed by dividing the NAVD 88
 GA2093.geopotential number by the normal gravity value computed on the
 GA2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2093.degrees latitude (g = 980.6199 gals.).
 GA2093
 GA2093.The modeled gravity was interpolated from observed gravity values.
 GA2093
 GA2093;                    North         East    Units  Estimated Accuracy
 GA2093;SPC TN       -   214,150.      866,920.      MT  (+/- 180 meters Scaled)
 GA2093
 GA2093                          SUPERSEDED SURVEY CONTROL
 GA2093
 GA2093  NGVD 29 (??/??/92)  358.070  (m)         1174.77   (f) ADJ UNCH    2 0
 GA2093
 GA2093.Superseded values are not recommended for survey control.
 GA2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2093.See file dsdata.txt to determine how the superseded data were derived.
 GA2093
 GA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA175110(NAD 83)
 GA2093_MARKER: DB = BENCH MARK DISK
 GA2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2093_STAMPING: L 240 1961
 GA2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2093+STABILITY: SURFACE MOTION
 GA2093
 GA2093  HISTORY     - Date     Condition        Report By
 GA2093  HISTORY     - 1961     MONUMENTED       CGS
 GA2093  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2093
 GA2093                          STATION DESCRIPTION
 GA2093
 GA2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2093'0.6 MI NW FROM MOHAWK CROSSROADS.
 GA2093'FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES WEST OF GREENEVILLE
 GA2093'ON U.S. HIGHWAY 11E), GO 0.3 MILE NORTH ON A PAVED ROAD,THEN 0.3
 GA2093'MILE WEST ON A GRAVELED ROAD TO THE MARK JUST BEFORE REACHING A
 GA2093'SHARP CURVE.  THE BENCH MARK IS 44 FT. WEST OF A POWER LINE POLE
 GA2093'WITH TRANSFORMER, 15 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD,
 GA2093'1.4 FT. SOUTH OF A FENCE SURROUNDING A STEEL FRAMED WORKS, AND
 GA2093'1.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA2093'CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE
 GA2093'GRAVELED ROAD.
 GA2093
 GA2093                          STATION RECOVERY (1980)
 GA2093
 GA2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1068 ***********************************************************************
 GA1068  DESIGNATION -  L 241
 GA1068  PID         -  GA1068
 GA1068  STATE/COUNTY-  TN/GREENE
 GA1068  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1068
 GA1068                         *CURRENT SURVEY CONTROL
 GA1068  ___________________________________________________________________
 GA1068* NAD 83(1986)-  36 21 12.     (N)    082 42 01.     (W)     SCALED    
 GA1068* NAVD 88     -       447.874  (meters)    1469.40   (feet)  ADJUSTED  
 GA1068  ___________________________________________________________________
 GA1068  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1068  DYNAMIC HT  -         447.452 (meters)    1468.02  (feet)  COMP
 GA1068  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 GA1068
 GA1068  VERT ORDER  -  SECOND    CLASS 0
 GA1068
 GA1068.The horizontal coordinates were scaled from a topographic map and have
 GA1068.an estimated accuracy of +/- 6 seconds.
 GA1068
 GA1068.The orthometric height was determined by differential leveling
 GA1068.and adjusted by the National Geodetic Survey in June 1991..
 GA1068
 GA1068.The geoid height was determined by GEOID03.
 GA1068
 GA1068.The dynamic height is computed by dividing the NAVD 88
 GA1068.geopotential number by the normal gravity value computed on the
 GA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1068.degrees latitude (g = 980.6199 gals.).
 GA1068
 GA1068.The modeled gravity was interpolated from observed gravity values.
 GA1068
 GA1068;                    North         East    Units  Estimated Accuracy
 GA1068;SPC TN       -   229,110.      896,120.      MT  (+/- 180 meters Scaled)
 GA1068
 GA1068                          SUPERSEDED SURVEY CONTROL
 GA1068
 GA1068  NGVD 29 (??/??/92)  448.010  (m)         1469.85   (f) ADJ UNCH    2 0
 GA1068
 GA1068.Superseded values are not recommended for survey control.
 GA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1068.See file dsdata.txt to determine how the superseded data were derived.
 GA1068
 GA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA474244(NAD 83)
 GA1068_MARKER: DB = BENCH MARK DISK
 GA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1068_STAMPING: L 241 1961
 GA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1068+STABILITY: SURFACE MOTION
 GA1068
 GA1068  HISTORY     - Date     Condition        Report By
 GA1068  HISTORY     - 1961     MONUMENTED       CGS
 GA1068
 GA1068                          STATION DESCRIPTION
 GA1068
 GA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1068'0.9 MI S FROM JEAROLDSTOWN.
 GA1068'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1068'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1068'FALL BRANCH), GO 0.9 MILE SOUTH ON A GRAVELED ROAD.  THE BENCH
 GA1068'MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE JEAROLDSTOWN SCHOOL, 175
 GA1068'FT. NORTH OF THE NORTH CORNER OF HOUSE OWNED BY MR. G. MIDDLETOWN,
 GA1068'22 FT. EAST OF THE CENTER OF THE ROAD, 4.4 FT. EAST OF POWER
 GA1068'LINE POLE LB-95-91, AND 1.5 FT. SOUTHWEST OF A WITNESS SIGN.
 GA1068'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GA1068'AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2072 ***********************************************************************
 GA2072  DESIGNATION -  L 242
 GA2072  PID         -  GA2072
 GA2072  STATE/COUNTY-  TN/HAMBLEN
 GA2072  USGS QUAD   -  SPRINGVALE (1980)
 GA2072
 GA2072                         *CURRENT SURVEY CONTROL
 GA2072  ___________________________________________________________________
 GA2072* NAD 83(1986)-  36 10 12.     (N)    083 11 37.     (W)     SCALED    
 GA2072* NAVD 88     -       325.452  (meters)    1067.75   (feet)  ADJUSTED  
 GA2072  ___________________________________________________________________
 GA2072  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2072  DYNAMIC HT  -         325.151 (meters)    1066.77  (feet)  COMP
 GA2072  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA2072
 GA2072  VERT ORDER  -  SECOND    CLASS 0
 GA2072
 GA2072.The horizontal coordinates were scaled from a topographic map and have
 GA2072.an estimated accuracy of +/- 6 seconds.
 GA2072
 GA2072.The orthometric height was determined by differential leveling
 GA2072.and adjusted by the National Geodetic Survey in June 1991..
 GA2072
 GA2072.The geoid height was determined by GEOID03.
 GA2072
 GA2072.The dynamic height is computed by dividing the NAVD 88
 GA2072.geopotential number by the normal gravity value computed on the
 GA2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2072.degrees latitude (g = 980.6199 gals.).
 GA2072
 GA2072.The modeled gravity was interpolated from observed gravity values.
 GA2072
 GA2072;                    North         East    Units  Estimated Accuracy
 GA2072;SPC TN       -   207,400.      852,450.      MT  (+/- 180 meters Scaled)
 GA2072
 GA2072                          SUPERSEDED SURVEY CONTROL
 GA2072
 GA2072  NGVD 29 (??/??/92)  325.584  (m)         1068.19   (f) ADJ UNCH    2 0
 GA2072
 GA2072.Superseded values are not recommended for survey control.
 GA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2072.See file dsdata.txt to determine how the superseded data were derived.
 GA2072
 GA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA027050(NAD 83)
 GA2072_MARKER: DB = BENCH MARK DISK
 GA2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2072_STAMPING: L 242 1961
 GA2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2072+STABILITY: SURFACE MOTION
 GA2072
 GA2072  HISTORY     - Date     Condition        Report By
 GA2072  HISTORY     - 1961     MONUMENTED       CGS
 GA2072  HISTORY     - 1980     GOOD             NGS
 GA2072
 GA2072                          STATION DESCRIPTION
 GA2072
 GA2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2072'0.8 MI NE FROM LOWLAND.
 GA2072'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2072'MILES SOUTHEAST OF MORRISTOWN), GO 0.8 MILE NORTHEAST ON THE
 GA2072'SOUTHERN RAILWAY TO A PRIVATE ROAD CROSSING.  THE BENCH MARK
 GA2072'IS AT THE ROAD CROSSING, 35.4 FT. SOUTHEAST OF THE SOUTHEAST
 GA2072'RAIL OF THE MAIN TRACK, 33 FT. SOUTHWEST OF A FENCE CORNER
 GA2072'POST, 1.2 FT. NORTHWEST OF A FENCE, AND 2 FT. NORTHEAST OF A
 GA2072'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2072'PROJECTING 1 INCH AND IS ABOUT LEVEL WITH THE TRACK.
 GA2072
 GA2072                          STATION RECOVERY (1980)
 GA2072
 GA2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0604 ***********************************************************************
 FC0604  DESIGNATION -  L 243
 FC0604  PID         -  FC0604
 FC0604  STATE/COUNTY-  TN/BRADLEY
 FC0604  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0604
 FC0604                         *CURRENT SURVEY CONTROL
 FC0604  ___________________________________________________________________
 FC0604* NAD 83(1986)-  35 13 31.     (N)    084 51 17.     (W)     SCALED    
 FC0604* NAVD 88     -       249.649  (meters)     819.06   (feet)  ADJUSTED  
 FC0604  ___________________________________________________________________
 FC0604  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0604  DYNAMIC HT  -         249.404 (meters)     818.25  (feet)  COMP
 FC0604  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 FC0604
 FC0604  VERT ORDER  -  SECOND    CLASS 0
 FC0604
 FC0604.The horizontal coordinates were scaled from a topographic map and have
 FC0604.an estimated accuracy of +/- 6 seconds.
 FC0604
 FC0604.The orthometric height was determined by differential leveling
 FC0604.and adjusted by the National Geodetic Survey in June 1991..
 FC0604
 FC0604.The geoid height was determined by GEOID03.
 FC0604
 FC0604.The dynamic height is computed by dividing the NAVD 88
 FC0604.geopotential number by the normal gravity value computed on the
 FC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0604.degrees latitude (g = 980.6199 gals.).
 FC0604
 FC0604.The modeled gravity was interpolated from observed gravity values.
 FC0604
 FC0604;                    North         East    Units  Estimated Accuracy
 FC0604;SPC TN       -    99,570.      704,260.      MT  (+/- 180 meters Scaled)
 FC0604
 FC0604                          SUPERSEDED SURVEY CONTROL
 FC0604
 FC0604  NGVD 29 (??/??/92)  249.683  (m)          819.17   (f) ADJ UNCH    2 0
 FC0604
 FC0604.Superseded values are not recommended for survey control.
 FC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0604.See file dsdata.txt to determine how the superseded data were derived.
 FC0604
 FC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE952001(NAD 83)
 FC0604_MARKER: DB = BENCH MARK DISK
 FC0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0604_STAMPING: L 243 1961
 FC0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0604+STABILITY: SURFACE MOTION
 FC0604
 FC0604  HISTORY     - Date     Condition        Report By
 FC0604  HISTORY     - 1961     MONUMENTED       CGS
 FC0604  HISTORY     - 1971     GOOD             NGS
 FC0604  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0604
 FC0604                          STATION DESCRIPTION
 FC0604
 FC0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0604'5.6 MI N FROM CLEVELAND.
 FC0604'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY 60
 FC0604'(GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0604'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0604'LEFT, JUST AFTER PASSING A BRIDGE AND JUST BEFORE REACHING
 FC0604'THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND U.S. HIGHWAY 11,
 FC0604'TURN LEFT AND GO NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A
 FC0604'SHARP RIGHT TURN AND THE VALLEY HEAD SCHOOL ON THE RIGHT, FOLLOW
 FC0604'OILED ROAD RIGHT, NORTHEAST, FOR 1.25 MILES TO THE HOME OF MR.
 FC0604'WM. PAUL CRYE AND THE MARK ON THE LEFT, 100 FEET NORTHEAST OF THE
 FC0604'NORTHEAST CORNER OF HIS HOUSE, 37 FEET NORTH OF THE CENTER OF
 FC0604'DRIVEWAY LEADING TO HIS HOUSE, 17.5 FEET WEST OF THE CENTER OF
 FC0604'THE ROAD, 2.3 FEET NORTHEAST OF A 15 INCH RED OAK TREE, 2.0 FEET
 FC0604'SOUTH OF WITNESS SIGN, AND 1.5 FEET SOUTH OF FENCE CORNER.  A
 FC0604'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 FC0604'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 FC0604
 FC0604                          STATION RECOVERY (1971)
 FC0604
 FC0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0604'RECOVERED IN GOOD CONDITION.
 FC0604
 FC0604                          STATION RECOVERY (1983)
 FC0604
 FC0604'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0561 ***********************************************************************
 FC0561  DESIGNATION -  L 244
 FC0561  PID         -  FC0561
 FC0561  STATE/COUNTY-  TN/MCMINN
 FC0561  USGS QUAD   -  CALHOUN (1980)
 FC0561
 FC0561                         *CURRENT SURVEY CONTROL
 FC0561  ___________________________________________________________________
 FC0561* NAD 83(1986)-  35 21 01.     (N)    084 43 38.     (W)     SCALED    
 FC0561* NAVD 88     -       228.505  (meters)     749.69   (feet)  ADJUSTED  
 FC0561  ___________________________________________________________________
 FC0561  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0561  DYNAMIC HT  -         228.281 (meters)     748.95  (feet)  COMP
 FC0561  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0561
 FC0561  VERT ORDER  -  SECOND    CLASS 0
 FC0561
 FC0561.The horizontal coordinates were scaled from a topographic map and have
 FC0561.an estimated accuracy of +/- 6 seconds.
 FC0561
 FC0561.The orthometric height was determined by differential leveling
 FC0561.and adjusted by the National Geodetic Survey in June 1991..
 FC0561
 FC0561.The geoid height was determined by GEOID03.
 FC0561
 FC0561.The dynamic height is computed by dividing the NAVD 88
 FC0561.geopotential number by the normal gravity value computed on the
 FC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0561.degrees latitude (g = 980.6199 gals.).
 FC0561
 FC0561.The modeled gravity was interpolated from observed gravity values.
 FC0561
 FC0561;                    North         East    Units  Estimated Accuracy
 FC0561;SPC TN       -   113,580.      715,690.      MT  (+/- 180 meters Scaled)
 FC0561
 FC0561                          SUPERSEDED SURVEY CONTROL
 FC0561
 FC0561  NGVD 29 (??/??/92)  228.562  (m)          749.87   (f) ADJ UNCH    2 0
 FC0561
 FC0561.Superseded values are not recommended for survey control.
 FC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0561.See file dsdata.txt to determine how the superseded data were derived.
 FC0561
 FC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE065142(NAD 83)
 FC0561_MARKER: DB = BENCH MARK DISK
 FC0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0561_SP_SET: CULVERT
 FC0561_STAMPING: L 244 1961
 FC0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0561
 FC0561  HISTORY     - Date     Condition        Report By
 FC0561  HISTORY     - 1961     MONUMENTED       CGS
 FC0561  HISTORY     - 1970     GOOD             NGS
 FC0561  HISTORY     - 1981     GOOD             LOCSUR
 FC0561
 FC0561                          STATION DESCRIPTION
 FC0561
 FC0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FC0561'0.9 MI NW FROM SANFORD.
 FC0561'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY ROUTE 4373 IN
 FC0561'THE SMALL COMMUNITY OF SANFORD, (OLD SANFORD RAILROAD SIDING),
 FC0561'GO WEST AND NORTHWESTERLY ON COUNTY ROUTE 4373 FOR 0.9 OF A
 FC0561'MILE TO A POINT WHERE THE ROAD CROSSES OVER A SMALL CREEK AND
 FC0561'THE MARK ON THE LEFT AS DESCRIBED.  IT IS 180 FEET NORTH-NORTHEAST
 FC0561'OF A BARN, 12 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 FC0561'ROUTE 4373, 5 FEET WEST OF A FENCE, AND 1.7 FEET NORTH OF A
 FC0561'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED
 FC0561'IN A DRILL HOLE IN THE SOUTHEAST WING WALL OF A SMALL CONCRETE
 FC0561'CULVERT AND THE DISK IS STAMPED L 244 1961.
 FC0561
 FC0561                          STATION RECOVERY (1981)
 FC0561
 FC0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1286 ***********************************************************************
 FC1286  DESIGNATION -  L 245
 FC1286  PID         -  FC1286
 FC1286  STATE/COUNTY-  TN/HAMILTON
 FC1286  USGS QUAD   -  CHATTANOOGA (1976)
 FC1286
 FC1286                         *CURRENT SURVEY CONTROL
 FC1286  ___________________________________________________________________
 FC1286* NAD 83(1986)-  35 01 52.     (N)    085 18 51.     (W)     SCALED    
 FC1286* NAVD 88     -       208.973  (meters)     685.61   (feet)  ADJUSTED  
 FC1286  ___________________________________________________________________
 FC1286  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1286  DYNAMIC HT  -         208.765 (meters)     684.92  (feet)  COMP
 FC1286  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC1286
 FC1286  VERT ORDER  -  FIRST     CLASS II
 FC1286
 FC1286.The horizontal coordinates were scaled from a topographic map and have
 FC1286.an estimated accuracy of +/- 6 seconds.
 FC1286
 FC1286.The orthometric height was determined by differential leveling
 FC1286.and adjusted by the National Geodetic Survey in June 1991..
 FC1286.WARNING-Repeat measurements at this control monument indicate possible
 FC1286.vertical movement.
 FC1286
 FC1286.The geoid height was determined by GEOID03.
 FC1286
 FC1286.The dynamic height is computed by dividing the NAVD 88
 FC1286.geopotential number by the normal gravity value computed on the
 FC1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1286.degrees latitude (g = 980.6199 gals.).
 FC1286
 FC1286.The modeled gravity was interpolated from observed gravity values.
 FC1286
 FC1286;                    North         East    Units  Estimated Accuracy
 FC1286;SPC TN       -    77,640.      662,590.      MT  (+/- 180 meters Scaled)
 FC1286
 FC1286                          SUPERSEDED SURVEY CONTROL
 FC1286
 FC1286  NGVD 29 (??/??/92)  209.001  (m)          685.70   (f) ADJ UNCH    1 2
 FC1286
 FC1286.Superseded values are not recommended for survey control.
 FC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1286.See file dsdata.txt to determine how the superseded data were derived.
 FC1286
 FC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537777(NAD 83)
 FC1286_MARKER: DB = BENCH MARK DISK
 FC1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1286_SP_SET: BRIDGE
 FC1286_STAMPING: L 245 1961
 FC1286_MARK LOGO: CGS   
 FC1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1286
 FC1286  HISTORY     - Date     Condition        Report By
 FC1286  HISTORY     - 1961     MONUMENTED       CGS
 FC1286  HISTORY     - 1962     GOOD             NGS
 FC1286  HISTORY     - 1983     GOOD             NGS
 FC1286  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FC1286
 FC1286                          STATION DESCRIPTION
 FC1286
 FC1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1286'IN CHATTANOOGA.
 FC1286'THE MARK IS SET IN THE EAST SIDEWALK OF SOUTH END OF THE BRIDGE
 FC1286'ON THE INTERSTATE HIGHWAY OVER BROAD STREET, 21 FEET EAST
 FC1286'OF NORTH BOUND LANE, 1.8 FEET WEST OF GUARD RAIL, 1.2 FEET NORTH
 FC1286'OF SOUTH END OF SIDEWALK.  A STANDARD DISK SET IN A BRIDGE
 FC1286'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1286
 FC1286                          STATION RECOVERY (1983)
 FC1286
 FC1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1286'RECOVERED IN GOOD CONDITION.
 FC1286
 FC1286                          STATION RECOVERY (1990)
 FC1286
 FC1286'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1422 ***********************************************************************
 FC1422  DESIGNATION -  L 246
 FC1422  PID         -  FC1422
 FC1422  STATE/COUNTY-  TN/COFFEE
 FC1422  USGS QUAD   -  ALTO (1947)
 FC1422
 FC1422                         *CURRENT SURVEY CONTROL
 FC1422  ___________________________________________________________________
 FC1422* NAD 83(1986)-  35 19 26.     (N)    085 54 19.     (W)     SCALED    
 FC1422* NAVD 88     -       326.855  (meters)    1072.36   (feet)  ADJUSTED  
 FC1422  ___________________________________________________________________
 FC1422  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1422  DYNAMIC HT  -         326.540 (meters)    1071.32  (feet)  COMP
 FC1422  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC1422
 FC1422  VERT ORDER  -  SECOND    CLASS 0
 FC1422
 FC1422.The horizontal coordinates were scaled from a topographic map and have
 FC1422.an estimated accuracy of +/- 6 seconds.
 FC1422
 FC1422.The orthometric height was determined by differential leveling
 FC1422.and adjusted by the National Geodetic Survey in June 1991..
 FC1422
 FC1422.The geoid height was determined by GEOID03.
 FC1422
 FC1422.The dynamic height is computed by dividing the NAVD 88
 FC1422.geopotential number by the normal gravity value computed on the
 FC1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1422.degrees latitude (g = 980.6199 gals.).
 FC1422
 FC1422.The modeled gravity was interpolated from observed gravity values.
 FC1422
 FC1422;                    North         East    Units  Estimated Accuracy
 FC1422;SPC TN       -   109,910.      608,610.      MT  (+/- 180 meters Scaled)
 FC1422
 FC1422                          SUPERSEDED SURVEY CONTROL
 FC1422
 FC1422  NGVD 29 (??/??/92)  326.848  (m)         1072.33   (f) ADJ UNCH    2 0
 FC1422
 FC1422.Superseded values are not recommended for survey control.
 FC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1422.See file dsdata.txt to determine how the superseded data were derived.
 FC1422
 FC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE995095(NAD 83)
 FC1422_MARKER: DB = BENCH MARK DISK
 FC1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1422_STAMPING: L 246 1962
 FC1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1422+STABILITY: SURFACE MOTION
 FC1422
 FC1422  HISTORY     - Date     Condition        Report By
 FC1422  HISTORY     - 1962     MONUMENTED       CGS
 FC1422
 FC1422                          STATION DESCRIPTION
 FC1422
 FC1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1422'1.7 MI NW FROM PELHAM.
 FC1422'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1422'50 AND U.S. HIGHWAY 41 IN PELHAM, GO NORTHWEST ALONG U.S. HIGHWAY
 FC1422'41 TO THE MARK SET NEAR THE COFFEE AND GRUNDY COUNTY LINE, 107.8
 FC1422'FEET WEST OF A STATIONARY ROADSIDE PARK TABLE, 46.3 FEET SOUTH
 FC1422'OF CENTER LINE OF HIGHWAY, 20.6 FEET SOUTHWEST OF GRUNDY-COFFEE
 FC1422'COUNTY SOIL CONSERVATION DISTRICT SIGN, 1.6 FEET EAST OF A
 FC1422'POWER LINE POLE AND 1.7 FEET SOUTHEAST OF A METAL WITNESS
 FC1422'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC1422'PROJECTING 2 INCHES AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 FC1422'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1819 ***********************************************************************
 GA1819  DESIGNATION -  L 247
 GA1819  PID         -  GA1819
 GA1819  STATE/COUNTY-  TN/JEFFERSON
 GA1819  USGS QUAD   -  TALBOTT (1980)
 GA1819
 GA1819                         *CURRENT SURVEY CONTROL
 GA1819  ___________________________________________________________________
 GA1819* NAD 83(1986)-  36 08 27.     (N)    083 26 52.     (W)     SCALED    
 GA1819* NAVD 88     -       363.243  (meters)    1191.74   (feet)  ADJUSTED  
 GA1819  ___________________________________________________________________
 GA1819  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1819  DYNAMIC HT  -         362.907 (meters)    1190.64  (feet)  COMP
 GA1819  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 GA1819
 GA1819  VERT ORDER  -  FIRST     CLASS I
 GA1819
 GA1819.The horizontal coordinates were scaled from a topographic map and have
 GA1819.an estimated accuracy of +/- 6 seconds.
 GA1819
 GA1819.The orthometric height was determined by differential leveling
 GA1819.and adjusted by the National Geodetic Survey in June 1991..
 GA1819
 GA1819.The geoid height was determined by GEOID03.
 GA1819
 GA1819.The dynamic height is computed by dividing the NAVD 88
 GA1819.geopotential number by the normal gravity value computed on the
 GA1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1819.degrees latitude (g = 980.6199 gals.).
 GA1819
 GA1819.The modeled gravity was interpolated from observed gravity values.
 GA1819
 GA1819;                    North         East    Units  Estimated Accuracy
 GA1819;SPC TN       -   203,540.      829,670.      MT  (+/- 180 meters Scaled)
 GA1819
 GA1819                          SUPERSEDED SURVEY CONTROL
 GA1819
 GA1819  NGVD 29 (??/??/92)  363.372  (m)         1192.16   (f) ADJ UNCH    1 1
 GA1819
 GA1819.Superseded values are not recommended for survey control.
 GA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1819.See file dsdata.txt to determine how the superseded data were derived.
 GA1819
 GA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA797023(NAD 83)
 GA1819_MARKER: DB = BENCH MARK DISK
 GA1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1819_SP_SET: OVERPASS
 GA1819_STAMPING: L 247 1967
 GA1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1819
 GA1819  HISTORY     - Date     Condition        Report By
 GA1819  HISTORY     - 1967     MONUMENTED       CGS
 GA1819
 GA1819                          STATION DESCRIPTION
 GA1819
 GA1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1819'2.9 MI NE FROM JEFFERSON CITY.
 GA1819'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1819'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, SET ON THE
 GA1819'TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF THE HIGHWAY
 GA1819'OVERPASS OVER THE SOUTHERN RAILWAY, 18 FEET NORTHWEST OF THE
 GA1819'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE
 GA1819'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2224 ***********************************************************************
 GA2224  DESIGNATION -  L 248
 GA2224  PID         -  GA2224
 GA2224  STATE/COUNTY-  TN/KNOX
 GA2224  USGS QUAD   -  JOHN SEVIER (1992)
 GA2224
 GA2224                         *CURRENT SURVEY CONTROL
 GA2224  ___________________________________________________________________
 GA2224* NAD 83(1986)-  36 03 38.     (N)    083 47 06.     (W)     SCALED    
 GA2224* NAVD 88     -       309.231  (meters)    1014.54   (feet)  ADJUSTED  
 GA2224  ___________________________________________________________________
 GA2224  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2224  DYNAMIC HT  -         308.949 (meters)    1013.61  (feet)  COMP
 GA2224  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GA2224
 GA2224  VERT ORDER  -  FIRST     CLASS I
 GA2224
 GA2224.The horizontal coordinates were scaled from a topographic map and have
 GA2224.an estimated accuracy of +/- 6 seconds.
 GA2224
 GA2224.The orthometric height was determined by differential leveling
 GA2224.and adjusted by the National Geodetic Survey in June 1991..
 GA2224
 GA2224.The geoid height was determined by GEOID03.
 GA2224
 GA2224.The dynamic height is computed by dividing the NAVD 88
 GA2224.geopotential number by the normal gravity value computed on the
 GA2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2224.degrees latitude (g = 980.6199 gals.).
 GA2224
 GA2224.The modeled gravity was interpolated from observed gravity values.
 GA2224
 GA2224;                    North         East    Units  Estimated Accuracy
 GA2224;SPC TN       -   193,890.      799,530.      MT  (+/- 180 meters Scaled)
 GA2224
 GA2224                          SUPERSEDED SURVEY CONTROL
 GA2224
 GA2224  NGVD 29 (??/??/92)  309.361  (m)         1014.96   (f) ADJ UNCH    1 1
 GA2224
 GA2224.Superseded values are not recommended for survey control.
 GA2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2224.See file dsdata.txt to determine how the superseded data were derived.
 GA2224
 GA2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV491942(NAD 83)
 GA2224_MARKER: DB = BENCH MARK DISK
 GA2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2224_STAMPING: L 248 1967
 GA2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2224+STABILITY: SURFACE MOTION
 GA2224
 GA2224  HISTORY     - Date     Condition        Report By
 GA2224  HISTORY     - 1967     MONUMENTED       CGS
 GA2224
 GA2224                          STATION DESCRIPTION
 GA2224
 GA2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2224'2.9 MI SW FROM MASCOT.
 GA2224'ABOUT 2.35 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2224'CHURCH AT MASCOT, THENCE 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY
 GA2224'11W, ON THE SOUTHWEST SLOPE OF A LONG HILL, 35 FEET SOUTHEAST OF
 GA2224'THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET SOUTH OF A TELEPHONE
 GA2224'POLE, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1.3 FEET SOUTHWEST OF
 GA2224'A WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 GA2224'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 GA2224'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0488 ***********************************************************************
 GB0488  DESIGNATION -  L 249
 GB0488  PID         -  GB0488
 GB0488  STATE/COUNTY-  TN/ANDERSON
 GB0488  USGS QUAD   -  CLINTON (1990)
 GB0488
 GB0488                         *CURRENT SURVEY CONTROL
 GB0488  ___________________________________________________________________
 GB0488* NAD 83(1986)-  36 05 40.     (N)    084 07 59.     (W)     SCALED    
 GB0488* NAVD 88     -       253.447  (meters)     831.52   (feet)  ADJUSTED  
 GB0488  ___________________________________________________________________
 GB0488  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB0488  DYNAMIC HT  -         253.215 (meters)     830.76  (feet)  COMP
 GB0488  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GB0488
 GB0488  VERT ORDER  -  FIRST     CLASS I
 GB0488
 GB0488.The horizontal coordinates were scaled from a topographic map and have
 GB0488.an estimated accuracy of +/- 6 seconds.
 GB0488
 GB0488.The orthometric height was determined by differential leveling
 GB0488.and adjusted by the National Geodetic Survey in June 1991..
 GB0488
 GB0488.The geoid height was determined by GEOID03.
 GB0488
 GB0488.The dynamic height is computed by dividing the NAVD 88
 GB0488.geopotential number by the normal gravity value computed on the
 GB0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0488.degrees latitude (g = 980.6199 gals.).
 GB0488
 GB0488.The modeled gravity was interpolated from observed gravity values.
 GB0488
 GB0488;                    North         East    Units  Estimated Accuracy
 GB0488;SPC TN       -   197,000.      768,110.      MT  (+/- 180 meters Scaled)
 GB0488
 GB0488                          SUPERSEDED SURVEY CONTROL
 GB0488
 GB0488  NGVD 29 (??/??/92)  253.583  (m)          831.96   (f) ADJ UNCH    1 1
 GB0488
 GB0488.Superseded values are not recommended for survey control.
 GB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0488.See file dsdata.txt to determine how the superseded data were derived.
 GB0488
 GB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE581982(NAD 83)
 GB0488_MARKER: DB = BENCH MARK DISK
 GB0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0488_SP_SET: ABUTMENT
 GB0488_STAMPING: L 249 1967
 GB0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0488
 GB0488  HISTORY     - Date     Condition        Report By
 GB0488  HISTORY     - 1967     MONUMENTED       CGS
 GB0488
 GB0488                          STATION DESCRIPTION
 GB0488
 GB0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0488'AT CLINTON.
 GB0488'AT CLINTON, ABOUT 0.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W
 GB0488'FROM THE COURTHOUSE AT CLINTON, SET IN THE TOP OF THE NORTHEAST
 GB0488'END OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER CLINCH
 GB0488'RIVER, 6.8 FEET NORTHEAST OF THE NORTHEAST CURB OF THE BRIDGE
 GB0488'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1247 ***********************************************************************
 GC1247  DESIGNATION -  L 25
 GC1247  PID         -  GC1247
 GC1247  STATE/COUNTY-  TN/MONTGOMERY
 GC1247  USGS QUAD   -  CLARKSVILLE (1984)
 GC1247
 GC1247                         *CURRENT SURVEY CONTROL
 GC1247  ___________________________________________________________________
 GC1247* NAD 83(1986)-  36 31 19.     (N)    087 21 49.     (W)     SCALED    
 GC1247* NAVD 88     -       127.154  (meters)     417.17   (feet)  ADJUSTED  
 GC1247  ___________________________________________________________________
 GC1247  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1247  DYNAMIC HT  -         127.047 (meters)     416.82  (feet)  COMP
 GC1247  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GC1247
 GC1247  VERT ORDER  -  FIRST     CLASS II
 GC1247
 GC1247.The horizontal coordinates were scaled from a topographic map and have
 GC1247.an estimated accuracy of +/- 6 seconds.
 GC1247
 GC1247.The orthometric height was determined by differential leveling
 GC1247.and adjusted by the National Geodetic Survey in June 1991..
 GC1247
 GC1247.The geoid height was determined by GEOID03.
 GC1247
 GC1247.The dynamic height is computed by dividing the NAVD 88
 GC1247.geopotential number by the normal gravity value computed on the
 GC1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1247.degrees latitude (g = 980.6199 gals.).
 GC1247
 GC1247.The modeled gravity was interpolated from observed gravity values.
 GC1247
 GC1247;                    North         East    Units  Estimated Accuracy
 GC1247;SPC TN       -   243,680.      477,870.      MT  (+/- 180 meters Scaled)
 GC1247
 GC1247                          SUPERSEDED SURVEY CONTROL
 GC1247
 GC1247  NGVD 29 (??/??/92)  127.231  (m)          417.42   (f) ADJ UNCH    1 2
 GC1247
 GC1247.Superseded values are not recommended for survey control.
 GC1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1247.See file dsdata.txt to determine how the superseded data were derived.
 GC1247
 GC1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF674419(NAD 83)
 GC1247_MARKER: DB = BENCH MARK DISK
 GC1247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1247_STAMPING: L 25 1934
 GC1247_MARK LOGO: CGS   
 GC1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1247
 GC1247  HISTORY     - Date     Condition        Report By
 GC1247  HISTORY     - 1934     MONUMENTED       CGS
 GC1247  HISTORY     - 1957     GOOD             DOD
 GC1247  HISTORY     - 1984     POOR             NGS
 GC1247
 GC1247                          STATION DESCRIPTION
 GC1247
 GC1247'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1247'AT CLARKSVILLE.
 GC1247'AT CLARKSVILLE, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1247'RAILROAD, 150 YARDS EAST OF THE EAST END OF THE BRIDGE OVER
 GC1247'CUMBERLAND RIVER, AT THE TENNESSEE CENTRAL RAILWAY OVERPASS,
 GC1247'IN THE CENTER OF THE NORTH FADE OF A CONCRETE PIER, 7 YARDS
 GC1247'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 2-1/2
 GC1247'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 25 1934
 GC1247'AND SET VERTICALLY.
 GC1247
 GC1247                          STATION RECOVERY (1984)
 GC1247
 GC1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1247'RECOVERED IN POOR CONDITION.  NOTE, THE DISK HAS BEEN PRIED OUTWARD
 GC1247'SLIGHTLY AT THE TOP, BUT DOES NOT APPEAR TO HAVE CHANGED ITS POSITION
 GC1247'IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0896 ***********************************************************************
 GB0896  DESIGNATION -  L 250
 GB0896  PID         -  GB0896
 GB0896  STATE/COUNTY-  TN/MORGAN
 GB0896  USGS QUAD   -  RUGBY (1984)
 GB0896
 GB0896                         *CURRENT SURVEY CONTROL
 GB0896  ___________________________________________________________________
 GB0896* NAD 83(1986)-  36 15 59.     (N)    084 39 20.     (W)     SCALED    
 GB0896* NAVD 88     -       429.181  (meters)    1408.07   (feet)  ADJUSTED  
 GB0896  ___________________________________________________________________
 GB0896  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0896  DYNAMIC HT  -         428.805 (meters)    1406.84  (feet)  COMP
 GB0896  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 GB0896
 GB0896  VERT ORDER  -  FIRST     CLASS I
 GB0896
 GB0896.The horizontal coordinates were scaled from a topographic map and have
 GB0896.an estimated accuracy of +/- 6 seconds.
 GB0896
 GB0896.The orthometric height was determined by differential leveling
 GB0896.and adjusted by the National Geodetic Survey in June 1991..
 GB0896
 GB0896.The geoid height was determined by GEOID03.
 GB0896
 GB0896.The dynamic height is computed by dividing the NAVD 88
 GB0896.geopotential number by the normal gravity value computed on the
 GB0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0896.degrees latitude (g = 980.6199 gals.).
 GB0896
 GB0896.The modeled gravity was interpolated from observed gravity values.
 GB0896
 GB0896;                    North         East    Units  Estimated Accuracy
 GB0896;SPC TN       -   215,300.      720,800.      MT  (+/- 180 meters Scaled)
 GB0896
 GB0896                          SUPERSEDED SURVEY CONTROL
 GB0896
 GB0896  NGVD 29 (??/??/92)  429.293  (m)         1408.44   (f) ADJ UNCH    1 1
 GB0896
 GB0896.Superseded values are not recommended for survey control.
 GB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0896.See file dsdata.txt to determine how the superseded data were derived.
 GB0896
 GB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF106160(NAD 83)
 GB0896_MARKER: DB = BENCH MARK DISK
 GB0896_SETTING: 66 = SET IN ROCK OUTCROP
 GB0896_SP_SET: ROCK LEDGE
 GB0896_STAMPING: L 250 1968
 GB0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0896+STABILITY: POSITION/ELEVATION WELL
 GB0896
 GB0896  HISTORY     - Date     Condition        Report By
 GB0896  HISTORY     - 1968     MONUMENTED       CGS
 GB0896
 GB0896                          STATION DESCRIPTION
 GB0896
 GB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0896'2.6 MI NE FROM SUNBRIGHT.
 GB0896'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0896'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0896'SOUTHERN RAILWAY, THENCE 2.3 MILES NORTHEAST ALONG THE MAIN
 GB0896'TRACK, NEAR THE CENTER OF A CUT FOR THE RAILROAD, 0.3 MILE NORTH
 GB0896'OF MILEPOST 230, 0.3 MILE SOUTH OF A SIGNAL GANTRY, 0.2 MILE
 GB0896'SOUTH OF A JUNCTION OF THE RAILROAD AND AN ABANDONED RAILROAD
 GB0896'GRADE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A TRIANGULAR
 GB0896'SHAPED LEDGE ON THE NORTHWEST ROCK WALL OF THE CUT, 12 1/2 FEET
 GB0896'NORTHEAST OF THE NORTHEAST RAIL, 4.8 FEET NORTHWEST OF A 10-INCH
 GB0896'TRIANGLE WHICH IS INSCRIBED IN THE SOUTHWEST FACE OF THE
 GB0896'NORTHWEST WALL, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, AND
 GB0896'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1033 ***********************************************************************
 FF1033  DESIGNATION -  L 251
 FF1033  PID         -  FF1033
 FF1033  STATE/COUNTY-  TN/SHELBY
 FF1033  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1033
 FF1033                         *CURRENT SURVEY CONTROL
 FF1033  ___________________________________________________________________
 FF1033* NAD 83(1986)-  35 04 02.     (N)    090 05 00.     (W)     SCALED    
 FF1033* NAVD 88     -        74.311  (meters)     243.80   (feet)  ADJUSTED  
 FF1033  ___________________________________________________________________
 FF1033  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1033  DYNAMIC HT  -          74.243 (meters)     243.58  (feet)  COMP
 FF1033  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF1033
 FF1033  VERT ORDER  -  FIRST     CLASS I
 FF1033
 FF1033.The horizontal coordinates were scaled from a topographic map and have
 FF1033.an estimated accuracy of +/- 6 seconds.
 FF1033
 FF1033.The orthometric height was determined by differential leveling
 FF1033.and adjusted by the National Geodetic Survey in June 1991..
 FF1033
 FF1033.The geoid height was determined by GEOID03.
 FF1033
 FF1033.The dynamic height is computed by dividing the NAVD 88
 FF1033.geopotential number by the normal gravity value computed on the
 FF1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1033.degrees latitude (g = 980.6199 gals.).
 FF1033
 FF1033.The modeled gravity was interpolated from observed gravity values.
 FF1033
 FF1033;                    North         East    Units  Estimated Accuracy
 FF1033;SPC TN       -    89,200.      227,640.      MT  (+/- 180 meters Scaled)
 FF1033
 FF1033                          SUPERSEDED SURVEY CONTROL
 FF1033
 FF1033  NGVD 29 (??/??/??)   74.288  (m)          243.73   (f) ADJUSTED    1 1
 FF1033
 FF1033.Superseded values are not recommended for survey control.
 FF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1033.See file dsdata.txt to determine how the superseded data were derived.
 FF1033
 FF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU659843(NAD 83)
 FF1033_MARKER: DB = BENCH MARK DISK
 FF1033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1033+WITH SETTING: INTO GROUND
 FF1033_SP_SET: METAL ROD WITH BASE PLATE
 FF1033_STAMPING: L 251 1976
 FF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1033+STABILITY: SURFACE MOTION
 FF1033
 FF1033  HISTORY     - Date     Condition        Report By
 FF1033  HISTORY     - 1976     MONUMENTED       NGS
 FF1033  HISTORY     - 19950315 MARK NOT FOUND   TN1620
 FF1033
 FF1033                          STATION DESCRIPTION
 FF1033
 FF1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1033'IN MEMPHIS.
 FF1033'0.95 MILES SOUTH ALONG US HIGHWAY 61 (SOUTH THIRD STREET) FROM
 FF1033'THE INTERSTATE 55 UNDERPASS AT MEMPHIS, THENCE 1.5 WEST ALONG
 FF1033'PEEBLES ROAD, 33 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 FF1033'OF PEEBLES ROAD AND TRAVIS ROAD, 25 FEET NORTH OF THE CENTER LINE
 FF1033'OF PEEBLES ROAD, 7 FEET NORTH OF A POWER POLE, 3.5 FEET SOUTHWEST
 FF1033'OF A CABLE BRASSING TELEPHONE POLE.  A DISK ON THE TOP OF A COPPER-
 FF1033'COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  ABOUT LEVEL WITH THE
 FF1033'GROUND.
 FF1033
 FF1033                          STATION RECOVERY (1995)
 FF1033
 FF1033'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0460 ***********************************************************************
 FC0460  DESIGNATION -  L 256
 FC0460  PID         -  FC0460
 FC0460  STATE/COUNTY-  TN/BRADLEY
 FC0460  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0460
 FC0460                         *CURRENT SURVEY CONTROL
 FC0460  ___________________________________________________________________
 FC0460* NAD 83(1986)-  35 08 32.     (N)    084 52 58.     (W)     SCALED    
 FC0460* NAVD 88     -       271.658  (meters)     891.26   (feet)  ADJUSTED  
 FC0460  ___________________________________________________________________
 FC0460  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0460  DYNAMIC HT  -         271.389 (meters)     890.38  (feet)  COMP
 FC0460  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 FC0460
 FC0460  VERT ORDER  -  FIRST     CLASS I
 FC0460
 FC0460.The horizontal coordinates were scaled from a topographic map and have
 FC0460.an estimated accuracy of +/- 6 seconds.
 FC0460
 FC0460.The orthometric height was determined by differential leveling
 FC0460.and adjusted by the National Geodetic Survey in June 1991..
 FC0460
 FC0460.The geoid height was determined by GEOID03.
 FC0460
 FC0460.The dynamic height is computed by dividing the NAVD 88
 FC0460.geopotential number by the normal gravity value computed on the
 FC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0460.degrees latitude (g = 980.6199 gals.).
 FC0460
 FC0460.The modeled gravity was interpolated from observed gravity values.
 FC0460
 FC0460;                    North         East    Units  Estimated Accuracy
 FC0460;SPC TN       -    90,330.      701,810.      MT  (+/- 180 meters Scaled)
 FC0460
 FC0460                          SUPERSEDED SURVEY CONTROL
 FC0460
 FC0460  NGVD 29 (??/??/92)  271.665  (m)          891.29   (f) ADJ UNCH    1 1
 FC0460
 FC0460.Superseded values are not recommended for survey control.
 FC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0460.See file dsdata.txt to determine how the superseded data were derived.
 FC0460
 FC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD928908(NAD 83)
 FC0460_MARKER: DB = BENCH MARK DISK
 FC0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0460_STAMPING: L 256 1968
 FC0460_MARK LOGO: CGS   
 FC0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0460+STABILITY: SURFACE MOTION
 FC0460
 FC0460  HISTORY     - Date     Condition        Report By
 FC0460  HISTORY     - 1968     MONUMENTED       CGS
 FC0460  HISTORY     - 1983     GOOD             NGS
 FC0460
 FC0460                          STATION DESCRIPTION
 FC0460
 FC0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0460'AT CLEVELAND.
 FC0460'AT CLEVELAND, ABOUT 1.1 MILES SOUTHWEST ALONG THE SOUTHERN
 FC0460'RAILWAY FROM THE STATION, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 1,
 FC0460'58 FEET EAST OF THE CENTER OF THE CROSSING OF TWENTIETH STREET
 FC0460'SOUTHEAST AND THE MAIN TRACK, 24.3 FEET NORTHEAST OF THE WEST
 FC0460'CORNER OF THE CHAIN LINK FENCE AROUND THE JACKSON FURNITURE
 FC0460'COMPANY PLANT, 40.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 46 FEET
 FC0460'NORTHEAST OF THE CENTER LINE OF THE STREET, 1.2 FEET NORTHWEST OF
 FC0460'THE FENCE LINE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 FC0460'FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0460'POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 FC0460
 FC0460                          STATION RECOVERY (1983)
 FC0460
 FC0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0425 ***********************************************************************
 FC0425  DESIGNATION -  L 257
 FC0425  PID         -  FC0425
 FC0425  STATE/COUNTY-  TN/MCMINN
 FC0425  USGS QUAD   -  RICEVILLE (1990)
 FC0425
 FC0425                         *CURRENT SURVEY CONTROL
 FC0425  ___________________________________________________________________
 FC0425* NAD 83(1986)-  35 23 09.     (N)    084 41 32.     (W)     SCALED    
 FC0425* NAVD 88     -       248.789  (meters)     816.24   (feet)  ADJUSTED  
 FC0425  ___________________________________________________________________
 FC0425  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0425  DYNAMIC HT  -         248.546 (meters)     815.44  (feet)  COMP
 FC0425  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0425
 FC0425  VERT ORDER  -  FIRST     CLASS I
 FC0425
 FC0425.The horizontal coordinates were scaled from a topographic map and have
 FC0425.an estimated accuracy of +/- 6 seconds.
 FC0425
 FC0425.The orthometric height was determined by differential leveling
 FC0425.and adjusted by the National Geodetic Survey in June 1991..
 FC0425
 FC0425.The geoid height was determined by GEOID03.
 FC0425
 FC0425.The dynamic height is computed by dividing the NAVD 88
 FC0425.geopotential number by the normal gravity value computed on the
 FC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0425.degrees latitude (g = 980.6199 gals.).
 FC0425
 FC0425.The modeled gravity was interpolated from observed gravity values.
 FC0425
 FC0425;                    North         East    Units  Estimated Accuracy
 FC0425;SPC TN       -   117,570.      718,820.      MT  (+/- 180 meters Scaled)
 FC0425
 FC0425                          SUPERSEDED SURVEY CONTROL
 FC0425
 FC0425  NGVD 29 (??/??/92)  248.832  (m)          816.38   (f) ADJ UNCH    1 1
 FC0425
 FC0425.Superseded values are not recommended for survey control.
 FC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0425.See file dsdata.txt to determine how the superseded data were derived.
 FC0425
 FC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE096182(NAD 83)
 FC0425_MARKER: DB = BENCH MARK DISK
 FC0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0425_SP_SET: CULVERT
 FC0425_STAMPING: L 257 1968
 FC0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0425
 FC0425  HISTORY     - Date     Condition        Report By
 FC0425  HISTORY     - 1968     MONUMENTED       CGS
 FC0425
 FC0425                          STATION DESCRIPTION
 FC0425
 FC0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0425'AT RICEVILLE.
 FC0425'AT RICEVILLE, ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 11
 FC0425'FROM THE POST OFFICE, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 FC0425'OF BUSINESS U.S. HIGHWAY 11, SET IN THE TOP OF THE SOUTHWEST
 FC0425'END OF THE SOUTHEAST HEAD WALL OF A 14-FOOT CONCRETE BOX CULVERT
 FC0425'UNDER BOTH LANES OF THE HIGHWAY, 24 FEET SOUTHEAST OF THE CENTER
 FC0425'LINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 1 FOOT NORTHEAST
 FC0425'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 2 FEET BELOW
 FC0425'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0863 ***********************************************************************
 FC0863  DESIGNATION -  L 258
 FC0863  PID         -  FC0863
 FC0863  STATE/COUNTY-  TN/MCMINN
 FC0863  USGS QUAD   -  NIOTA (1990)
 FC0863
 FC0863                         *CURRENT SURVEY CONTROL
 FC0863  ___________________________________________________________________
 FC0863* NAD 83(1986)-  35 30 54.     (N)    084 32 46.     (W)     SCALED    
 FC0863* NAVD 88     -       298.426  (meters)     979.09   (feet)  ADJUSTED  
 FC0863  ___________________________________________________________________
 FC0863  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0863  DYNAMIC HT  -         298.135 (meters)     978.13  (feet)  COMP
 FC0863  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0863
 FC0863  VERT ORDER  -  FIRST     CLASS I
 FC0863
 FC0863.The horizontal coordinates were scaled from a topographic map and have
 FC0863.an estimated accuracy of +/- 6 seconds.
 FC0863
 FC0863.The orthometric height was determined by differential leveling
 FC0863.and adjusted by the National Geodetic Survey in June 1991..
 FC0863
 FC0863.The geoid height was determined by GEOID03.
 FC0863
 FC0863.The dynamic height is computed by dividing the NAVD 88
 FC0863.geopotential number by the normal gravity value computed on the
 FC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0863.degrees latitude (g = 980.6199 gals.).
 FC0863
 FC0863.The modeled gravity was interpolated from observed gravity values.
 FC0863
 FC0863;                    North         East    Units  Estimated Accuracy
 FC0863;SPC TN       -   132,090.      731,880.      MT  (+/- 180 meters Scaled)
 FC0863
 FC0863                          SUPERSEDED SURVEY CONTROL
 FC0863
 FC0863  NGVD 29 (??/??/92)  298.486  (m)          979.28   (f) ADJ UNCH    1 1
 FC0863
 FC0863.Superseded values are not recommended for survey control.
 FC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0863.See file dsdata.txt to determine how the superseded data were derived.
 FC0863
 FC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225329(NAD 83)
 FC0863_MARKER: DB = BENCH MARK DISK
 FC0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0863_SP_SET: BUILDING
 FC0863_STAMPING: L 258 1968
 FC0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0863
 FC0863  HISTORY     - Date     Condition        Report By
 FC0863  HISTORY     - 1968     MONUMENTED       CGS
 FC0863
 FC0863                          STATION DESCRIPTION
 FC0863
 FC0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0863'AT NIOTA.
 FC0863'AT NIOTA, NEAR THE NORTH CORNER OF THE JUNCTION OF MAIN AND
 FC0863'LOCUST STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 FC0863'SOUTH CORNER OF THE POST OFFICE (A BRICK BUILDING WITH A STONE
 FC0863'FRONT), 24 FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET,
 FC0863'2.5 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 1 1/2
 FC0863'FEET ABOVE THE LEVEL OF THE BLACKTOP PARKING AREA AND ABOUT 4
 FC0863'FEET ABOVE THE LEVEL OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0045 ***********************************************************************
 FC0045  DESIGNATION -  L 259
 FC0045  PID         -  FC0045
 FC0045  STATE/COUNTY-  TN/LOUDON
 FC0045  USGS QUAD   -  LOUDON (1984)
 FC0045
 FC0045                         *CURRENT SURVEY CONTROL
 FC0045  ___________________________________________________________________
 FC0045* NAD 83(1986)-  35 44 09.     (N)    084 20 45.     (W)     SCALED    
 FC0045* NAVD 88     -       249.596  (meters)     818.88   (feet)  ADJUSTED  
 FC0045  ___________________________________________________________________
 FC0045  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0045  DYNAMIC HT  -         249.358 (meters)     818.10  (feet)  COMP
 FC0045  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FC0045
 FC0045  VERT ORDER  -  FIRST     CLASS I
 FC0045
 FC0045.The horizontal coordinates were scaled from a topographic map and have
 FC0045.an estimated accuracy of +/- 6 seconds.
 FC0045
 FC0045.The orthometric height was determined by differential leveling
 FC0045.and adjusted by the National Geodetic Survey in June 1991..
 FC0045
 FC0045.The geoid height was determined by GEOID03.
 FC0045
 FC0045.The dynamic height is computed by dividing the NAVD 88
 FC0045.geopotential number by the normal gravity value computed on the
 FC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0045.degrees latitude (g = 980.6199 gals.).
 FC0045
 FC0045.The modeled gravity was interpolated from observed gravity values.
 FC0045
 FC0045;                    North         East    Units  Estimated Accuracy
 FC0045;SPC TN       -   156,870.      749,630.      MT  (+/- 180 meters Scaled)
 FC0045
 FC0045                          SUPERSEDED SURVEY CONTROL
 FC0045
 FC0045  NGVD 29 (??/??/92)  249.698  (m)          819.22   (f) ADJ UNCH    1 1
 FC0045
 FC0045.Superseded values are not recommended for survey control.
 FC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0045.See file dsdata.txt to determine how the superseded data were derived.
 FC0045
 FC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE400578(NAD 83)
 FC0045_MARKER: DB = BENCH MARK DISK
 FC0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0045_SP_SET: CULVERT
 FC0045_STAMPING: L 259 1968
 FC0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0045
 FC0045  HISTORY     - Date     Condition        Report By
 FC0045  HISTORY     - 1968     MONUMENTED       CGS
 FC0045
 FC0045                          STATION DESCRIPTION
 FC0045
 FC0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0045'AT LOUDON.
 FC0045'AT LOUDON, ABOUT 0.75 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0045'FROM THE STATION, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 160,
 FC0045'ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF HIGHLAND AVENUE,
 FC0045'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL
 FC0045'OF A 5-FOOT CONCRETE BOX CULVERT UNDER A BLACKTOP STREET THAT
 FC0045'PARALLELS THE TRACK, 60 FEET NORTHWEST OF AND ACROSS THE STREET
 FC0045'FROM THE NORTHWEST RAIL, 15 FEET NORTHWEST OF THE CENTER LINE
 FC0045'OF THE STREET, ABOUT LEVEL WITH THE TRACK AND ABOUT 1 FOOT
 FC0045'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1571 ***********************************************************************
 GC1571  DESIGNATION -  L 26 RESET
 GC1571  PID         -  GC1571
 GC1571  STATE/COUNTY-  TN/HUMPHREYS
 GC1571  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1571
 GC1571                         *CURRENT SURVEY CONTROL
 GC1571  ___________________________________________________________________
 GC1571* NAD 83(1986)-  36 03 09.     (N)    087 54 27.     (W)     SCALED    
 GC1571* NAVD 88     -       124.614  (meters)     408.84   (feet)  ADJUSTED  
 GC1571  ___________________________________________________________________
 GC1571  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GC1571  DYNAMIC HT  -         124.507 (meters)     408.49  (feet)  COMP
 GC1571  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC1571
 GC1571  VERT ORDER  -  FIRST     CLASS II
 GC1571
 GC1571.The horizontal coordinates were scaled from a topographic map and have
 GC1571.an estimated accuracy of +/- 6 seconds.
 GC1571
 GC1571.The orthometric height was determined by differential leveling
 GC1571.and adjusted by the National Geodetic Survey in June 1991..
 GC1571
 GC1571.The geoid height was determined by GEOID03.
 GC1571
 GC1571.The dynamic height is computed by dividing the NAVD 88
 GC1571.geopotential number by the normal gravity value computed on the
 GC1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1571.degrees latitude (g = 980.6199 gals.).
 GC1571
 GC1571.The modeled gravity was interpolated from observed gravity values.
 GC1571
 GC1571;                    North         East    Units  Estimated Accuracy
 GC1571;SPC TN       -   192,420.      428,150.      MT  (+/- 180 meters Scaled)
 GC1571
 GC1571                          SUPERSEDED SURVEY CONTROL
 GC1571
 GC1571  NGVD 29 (??/??/92)  124.646  (m)          408.94   (f) ADJ UNCH    1 2
 GC1571
 GC1571.Superseded values are not recommended for survey control.
 GC1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1571.See file dsdata.txt to determine how the superseded data were derived.
 GC1571
 GC1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE182901(NAD 83)
 GC1571_MARKER: DB = BENCH MARK DISK
 GC1571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1571_SP_SET: BRIDGE
 GC1571_STAMPING: L 26 RESET 1940
 GC1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1571
 GC1571  HISTORY     - Date     Condition        Report By
 GC1571  HISTORY     - 1940     MONUMENTED       NCRR
 GC1571  HISTORY     - 1947     GOOD             NGS
 GC1571  HISTORY     - 1972     GOOD             TVA
 GC1571  HISTORY     - 1988     GOOD             USPSQD
 GC1571
 GC1571                          STATION DESCRIPTION
 GC1571
 GC1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1571'7.3 MI W FROM WAVERLY.
 GC1571'7.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1571'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 0.9 MILE NORTHEAST OF
 GC1571'THE ROAD CROSSING AT DENVER, 28 FEET SOUTHEAST OF THE FIRST POLE
 GC1571'EAST OF POLE 73/35, AT BRIDGE 73.8 OVER TRACE CREEK, IN THE TOP
 GC1571'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 5 FEET SOUTHEAST
 GC1571'OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 GC1571
 GC1571                          STATION RECOVERY (1972)
 GC1571
 GC1571'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1571'RECOVERED IN GOOD CONDITION.
 GC1571
 GC1571                          STATION RECOVERY (1988)
 GC1571
 GC1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0115 ***********************************************************************
 FC0115  DESIGNATION -  L 260
 FC0115  PID         -  FC0115
 FC0115  STATE/COUNTY-  TN/KNOX
 FC0115  USGS QUAD   -  BEARDEN (1990)
 FC0115
 FC0115                         *CURRENT SURVEY CONTROL
 FC0115  ___________________________________________________________________
 FC0115* NAD 83(1986)-  35 55 33.     (N)    084 00 53.     (W)     SCALED    
 FC0115* NAVD 88     -       275.188  (meters)     902.85   (feet)  ADJUSTED  
 FC0115  ___________________________________________________________________
 FC0115  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0115  DYNAMIC HT  -         274.931 (meters)     902.00  (feet)  COMP
 FC0115  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC0115
 FC0115  VERT ORDER  -  FIRST     CLASS I
 FC0115
 FC0115.The horizontal coordinates were scaled from a topographic map and have
 FC0115.an estimated accuracy of +/- 6 seconds.
 FC0115
 FC0115.The orthometric height was determined by differential leveling
 FC0115.and adjusted by the National Geodetic Survey in June 1991..
 FC0115
 FC0115.The geoid height was determined by GEOID03.
 FC0115
 FC0115.The dynamic height is computed by dividing the NAVD 88
 FC0115.geopotential number by the normal gravity value computed on the
 FC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0115.degrees latitude (g = 980.6199 gals.).
 FC0115
 FC0115.The modeled gravity was interpolated from observed gravity values.
 FC0115
 FC0115;                    North         East    Units  Estimated Accuracy
 FC0115;SPC TN       -   178,500.      779,150.      MT  (+/- 180 meters Scaled)
 FC0115
 FC0115                          SUPERSEDED SURVEY CONTROL
 FC0115
 FC0115  NGVD 29 (??/??/92)  275.320  (m)          903.28   (f) ADJ UNCH    1 1
 FC0115
 FC0115.Superseded values are not recommended for survey control.
 FC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0115.See file dsdata.txt to determine how the superseded data were derived.
 FC0115
 FC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE693798(NAD 83)
 FC0115_MARKER: DB = BENCH MARK DISK
 FC0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0115_SP_SET: CULVERT
 FC0115_STAMPING: L 260 1968
 FC0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0115
 FC0115  HISTORY     - Date     Condition        Report By
 FC0115  HISTORY     - 1968     MONUMENTED       CGS
 FC0115  HISTORY     - 1982     GOOD             LOCENG
 FC0115
 FC0115                          STATION DESCRIPTION
 FC0115
 FC0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0115'0.9 MI SW FROM BEARDEN.
 FC0115'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0115'RAILWAY OVERPASS OVER LAKE SHORE DRIVE, ABOUT 0.15 MILE NORTHEAST
 FC0115'OF MILEPOST 137, ABOUT 2 RAILS NORTHEAST OF THE SOUTHWEST END OF
 FC0115'A SIDE TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FC0115'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE PIPE CULVERT (THE HEAD
 FC0115'WALL IS ABOUT 15 FEET LONG AND 2 FEET WIDE), 18 FEET SOUTHEAST OF
 FC0115'THE SOUTHEAST RAIL OF THE MAIN TRACK, 1.1 FEET SOUTHWEST OF THE
 FC0115'NORTHEAST END OF THE HEAD WALL, 1 FOOT NORTHWEST OF THE SOUTHEAST
 FC0115'EDGE OF THE HEAD WALL AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 FC0115'TRACK.
 FC0115
 FC0115                          STATION RECOVERY (1982)
 FC0115
 FC0115'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0115'CHANGE DESC: THE MARK IS ALSO 160 FEET NORTHEAST OF SIGNAL TOWER 1368
 FC0115'AND 70 FEET NORTHEAST OF A RAILROAD SWITCH FROG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1752 ***********************************************************************
 FF1752  DESIGNATION -  L 261 RESET
 FF1752  PID         -  FF1752
 FF1752  STATE/COUNTY-  TN/SHELBY
 FF1752  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1752
 FF1752                         *CURRENT SURVEY CONTROL
 FF1752  ___________________________________________________________________
 FF1752* NAD 83(1986)-  35 14 10.     (N)    090 00 51.     (W)     SCALED    
 FF1752* NAVD 88     -        69.93   (+/-2cm)     229.4    (feet)  VERTCON   
 FF1752  ___________________________________________________________________
 FF1752  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1752
 FF1752  VERT ORDER  -  THIRD (See Below)
 FF1752
 FF1752.The horizontal coordinates were scaled from a topographic map and have
 FF1752.an estimated accuracy of +/- 6 seconds.
 FF1752
 FF1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1752.The vertical order pertains to the NGVD 29 superseded value.
 FF1752
 FF1752.The geoid height was determined by GEOID03.
 FF1752
 FF1752;                    North         East    Units  Estimated Accuracy
 FF1752;SPC TN       -   107,660.      234,710.      MT  (+/- 180 meters Scaled)
 FF1752
 FF1752                          SUPERSEDED SURVEY CONTROL
 FF1752
 FF1752  NGVD 29 (??/??/??)   69.90   (m)          229.3    (f) RESET       3  
 FF1752
 FF1752.Superseded values are not recommended for survey control.
 FF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1752.See file dsdata.txt to determine how the superseded data were derived.
 FF1752
 FF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV717033(NAD 83)
 FF1752_MARKER: DB = BENCH MARK DISK
 FF1752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1752_SP_SET: CULVERT
 FF1752_STAMPING: L 261 RESET 1978
 FF1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1752
 FF1752  HISTORY     - Date     Condition        Report By
 FF1752  HISTORY     - 1978     MONUMENTED       NGS
 FF1752  HISTORY     - 19971012 GOOD             TN1620
 FF1752
 FF1752                          STATION DESCRIPTION
 FF1752
 FF1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FF1752'AT FRAYSER.
 FF1752'LOCATED NEAR THE SOUTHWEAST ANGLE OF THE INTERSECTION OF U.S.
 FF1752'HIGHWAY 51 AND WATKINS STREET, SET IN A DRILL HOLD IN THE TOP AND
 FF1752'EAST END OF A CONCRETE HEADWALL UNDER WAKINS STREET, 1 1/2 FEET
 FF1752'WEST OF THE EAST END OF THE HEADWALL, 182 FEET NORTHWEST OF THE
 FF1752'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY AND 35
 FF1752'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LAND OF WATKINS
 FF1752'STREET.
 FF1752
 FF1752                          STATION RECOVERY (1997)
 FF1752
 FF1752'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1345 ***********************************************************************
 FE1345  DESIGNATION -  L 262
 FE1345  PID         -  FE1345
 FE1345  STATE/COUNTY-  TN/TIPTON
 FE1345  USGS QUAD   -  MUNFORD (1983)
 FE1345
 FE1345                         *CURRENT SURVEY CONTROL
 FE1345  ___________________________________________________________________
 FE1345* NAD 83(1995)-  35 28 11.34494(N)    089 45 11.08509(W)     ADJUSTED  
 FE1345* NAVD 88     -       103.833  (meters)     340.66   (feet)  ADJUSTED  
 FE1345  ___________________________________________________________________
 FE1345  X           -      22,411.551 (meters)                     COMP
 FE1345  Y           -  -5,200,369.172 (meters)                     COMP
 FE1345  Z           -   3,680,485.715 (meters)                     COMP
 FE1345  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE1345  ELLIP HEIGHT-          76.61  (meters)          (05/31/05) GPS OBS
 FE1345  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1345  DYNAMIC HT  -         103.743 (meters)     340.36  (feet)  COMP
 FE1345  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 FE1345
 FE1345  HORZ ORDER  -  FIRST
 FE1345  VERT ORDER  -  FIRST     CLASS I
 FE1345  ELLP ORDER  -  FOURTH    CLASS II
 FE1345
 FE1345.The horizontal coordinates were established by GPS observations
 FE1345.and adjusted by the National Geodetic Survey in May 2005..
 FE1345
 FE1345.The orthometric height was determined by differential leveling
 FE1345.and adjusted by the National Geodetic Survey in June 1991..
 FE1345
 FE1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1345
 FE1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1345
 FE1345.The ellipsoidal height was determined by GPS observations
 FE1345.and is referenced to NAD 83.
 FE1345
 FE1345.The geoid height was determined by GEOID03.
 FE1345
 FE1345.The dynamic height is computed by dividing the NAVD 88
 FE1345.geopotential number by the normal gravity value computed on the
 FE1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1345.degrees latitude (g = 980.6199 gals.).
 FE1345
 FE1345.The modeled gravity was interpolated from observed gravity values.
 FE1345
 FE1345;                    North         East     Units Scale Factor Converg.
 FE1345;SPC TN       -   132,622.853   259,452.296   MT  0.99996849   -2 11 49.9
 FE1345;SPC TN       -   435,113.48    851,219.74   sFT  0.99996849   -2 11 49.9
 FE1345;UTM  16      - 3,928,630.344   250,189.695   MT  1.00036911   -1 35 54.1
 FE1345
 FE1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1345!SPC TN       -   0.99998798  x   0.99996849  =   0.99995647
 FE1345!UTM  16      -   0.99998798  x   1.00036911  =   1.00035708
 FE1345
 FE1345                          SUPERSEDED SURVEY CONTROL
 FE1345
 FE1345  NAVD 88 (05/31/05)  103.83   (m)          340.6    (f) LEVELING    3  
 FE1345  NGVD 29 (??/??/??)  103.808  (m)          340.58   (f) ADJUSTED    1 1
 FE1345
 FE1345.Superseded values are not recommended for survey control.
 FE1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1345.See file dsdata.txt to determine how the superseded data were derived.
 FE1345
 FE1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5019028630(NAD 83)
 FE1345_MARKER: DB = BENCH MARK DISK
 FE1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1345_SP_SET: CULVERT
 FE1345_STAMPING: L 262 1974
 FE1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1345+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 FE1345
 FE1345  HISTORY     - Date     Condition        Report By
 FE1345  HISTORY     - 1974     MONUMENTED       NGS
 FE1345  HISTORY     - 20021003 GOOD             USACE
 FE1345  HISTORY     - 20030707 GOOD             EMCINC
 FE1345
 FE1345                          STATION DESCRIPTION
 FE1345
 FE1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1345'1.7 MI SW FROM BRIGHTON.
 FE1345'ABOUT 1.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 51 FROM THE
 FE1345'INTERSECTION WITH KENTWOOD AT BRIGHTON, 0.6 MILE SOUTHWEST OF A
 FE1345'Y JUNCTION OF OLD U.S. HIGHWAY 51 AND NEW 4-LANE BYPASS, 0.1
 FE1345'MILE SOUTHWEST OF A BRICK HOUSE ON A SLIGHT HILL, 219 FEET
 FE1345'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT CROSS OVER BETWEEN
 FE1345'4-LANES, AT A 10 FT BY 6 FT BOX CULVERT UNDER THE NORTHWEST
 FE1345'LANE OF HIGHWAY, 44.3 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1345'SOUTHEAST LANE, 41.7 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE1345'NORTHWEST LANE, SET IN TOP AND CENTER OF THE SOUTHEAST CONCRETE
 FE1345'HEADWALL OF CULVERT, 3 FEET BELOW NORTHWEST LANE OF HIGHWAY.
 FE1345
 FE1345                          STATION RECOVERY (2002)
 FE1345
 FE1345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1345'RECOVERED IN GOOD CONDITION.
 FE1345
 FE1345                          STATION RECOVERY (2003)
 FE1345
 FE1345'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1345'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1697 ***********************************************************************
 FE1697  DESIGNATION -  L 263
 FE1697  PID         -  FE1697
 FE1697  STATE/COUNTY-  TN/LAUDERDALE
 FE1697  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1697
 FE1697                         *CURRENT SURVEY CONTROL
 FE1697  ___________________________________________________________________
 FE1697* NAD 83(1986)-  35 45 25.     (N)    089 31 27.     (W)     SCALED    
 FE1697* NAVD 88     -       105.832  (meters)     347.22   (feet)  ADJUSTED  
 FE1697  ___________________________________________________________________
 FE1697  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE1697  DYNAMIC HT  -         105.741 (meters)     346.92  (feet)  COMP
 FE1697  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 FE1697
 FE1697  VERT ORDER  -  FIRST     CLASS I
 FE1697
 FE1697.The horizontal coordinates were scaled from a topographic map and have
 FE1697.an estimated accuracy of +/- 6 seconds.
 FE1697
 FE1697.The orthometric height was determined by differential leveling
 FE1697.and adjusted by the National Geodetic Survey in June 1991..
 FE1697
 FE1697.The geoid height was determined by GEOID03.
 FE1697
 FE1697.The dynamic height is computed by dividing the NAVD 88
 FE1697.geopotential number by the normal gravity value computed on the
 FE1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1697.degrees latitude (g = 980.6199 gals.).
 FE1697
 FE1697.The modeled gravity was interpolated from observed gravity values.
 FE1697
 FE1697;                    North         East    Units  Estimated Accuracy
 FE1697;SPC TN       -   163,690.      281,360.      MT  (+/- 180 meters Scaled)
 FE1697
 FE1697                          SUPERSEDED SURVEY CONTROL
 FE1697
 FE1697  NGVD 29 (??/??/??)  105.791  (m)          347.08   (f) ADJUSTED    1 1
 FE1697
 FE1697.Superseded values are not recommended for survey control.
 FE1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1697.See file dsdata.txt to determine how the superseded data were derived.
 FE1697
 FE1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE717599(NAD 83)
 FE1697_MARKER: DB = BENCH MARK DISK
 FE1697_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1697+WITH SETTING: INTO GROUND
 FE1697_STAMPING: L 263 1974
 FE1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1697+STABILITY: SURFACE MOTION
 FE1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1697+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1697
 FE1697  HISTORY     - Date     Condition        Report By
 FE1697  HISTORY     - 1974     MONUMENTED       NGS
 FE1697  HISTORY     - 20020809 GOOD             USACE
 FE1697
 FE1697                          STATION DESCRIPTION
 FE1697
 FE1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1697'0.8 MI NNE FROM RIPLEY.
 FE1697'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE1697'AT RIPLEY, THENCE 0.55 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 51,
 FE1697'0.1 MILE NORTH OF THE CREST OF A HILL, AT JUNCTION WITH CREST
 FE1697'COVE NORTH, ON PROPERTY OF MORRIS WORLDS, 68.7 FEET SOUTHWEST
 FE1697'OF WROUGHT IRON POST OF CAR PORCH OF BRICK HOUSE 333, 34 FEET
 FE1697'NORTHWEST OF A CORNER OF BRICK HOUSE 331, 32 FEET EAST OF THE
 FE1697'CENTER LINE OF THE HIGHWAY, 5.3 FEET EAST-NORTHEAST OF A TELEPHONE
 FE1697'POLE SUPPORTING UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 1.8 FEET
 FE1697'NORTH OF BASE OF HEDGE, 1 FOOT ABOVE HIGHWAY AND ON TOP OF A
 FE1697'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 FE1697'PLATE.  THE DISK IS 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH
 FE1697'PLASTIC PIPE FLUSH WITH THE GROUND.
 FE1697
 FE1697                          STATION RECOVERY (2002)
 FE1697
 FE1697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0959 ***********************************************************************
 FE0959  DESIGNATION -  L 264
 FE0959  PID         -  FE0959
 FE0959  STATE/COUNTY-  TN/LAUDERDALE
 FE0959  USGS QUAD   -  FOWLKES (1983)
 FE0959
 FE0959                         *CURRENT SURVEY CONTROL
 FE0959  ___________________________________________________________________
 FE0959* NAD 83(1986)-  35 54 02.     (N)    089 26 34.     (W)     SCALED    
 FE0959* NAVD 88     -       102.714  (meters)     336.99   (feet)  ADJUSTED  
 FE0959  ___________________________________________________________________
 FE0959  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0959  DYNAMIC HT  -         102.626 (meters)     336.70  (feet)  COMP
 FE0959  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0959
 FE0959  VERT ORDER  -  FIRST     CLASS I
 FE0959
 FE0959.The horizontal coordinates were scaled from a topographic map and have
 FE0959.an estimated accuracy of +/- 6 seconds.
 FE0959
 FE0959.The orthometric height was determined by differential leveling
 FE0959.and adjusted by the National Geodetic Survey in June 1991..
 FE0959
 FE0959.The geoid height was determined by GEOID03.
 FE0959
 FE0959.The dynamic height is computed by dividing the NAVD 88
 FE0959.geopotential number by the normal gravity value computed on the
 FE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0959.degrees latitude (g = 980.6199 gals.).
 FE0959
 FE0959.The modeled gravity was interpolated from observed gravity values.
 FE0959
 FE0959;                    North         East    Units  Estimated Accuracy
 FE0959;SPC TN       -   179,350.      289,280.      MT  (+/- 180 meters Scaled)
 FE0959
 FE0959                          SUPERSEDED SURVEY CONTROL
 FE0959
 FE0959  NGVD 29 (??/??/??)  102.657  (m)          336.80   (f) ADJUSTED    1 1
 FE0959
 FE0959.Superseded values are not recommended for survey control.
 FE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0959.See file dsdata.txt to determine how the superseded data were derived.
 FE0959
 FE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE795756(NAD 83)
 FE0959_MARKER: DB = BENCH MARK DISK
 FE0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0959_STAMPING: L 264 1974
 FE0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0959
 FE0959  HISTORY     - Date     Condition        Report By
 FE0959  HISTORY     - 1974     MONUMENTED       NGS
 FE0959  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0959
 FE0959                          STATION DESCRIPTION
 FE0959
 FE0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0959'3.3 MI W FROM HALLS.
 FE0959'ABOUT 3.30 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0959'BAPTIST CHURCH AT HALLS, ALSO, ABOUT 0.65 MILE EAST OF THE SMALL
 FE0959'COMMUNITY OF DOUBLE BRIDGES, SET IN THE SOUTHEAST SECTION OF A
 FE0959'CLUSTER OF SMALL PINE TREES, INSIDE A TRIANGLE OF THREE OF THE
 FE0959'PINE TREES, 40.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0959'HIGHWAY, 28.7 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF
 FE0959'A LIGHT DIRT ROAD LEADING SOUTH THROUGH A FIELD TO A FARM HOUSE,
 FE0959'ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 FE0959'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE0959'DISK IS PROJECTING 2-INCHES AND IS PROTECTED BY A 4-INCH
 FE0959'PLASTIC PIPE THAT IS PROJECTING 3 1/2 INCHES.
 FE0959
 FE0959                          STATION RECOVERY (2002)
 FE0959
 FE0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1145 ***********************************************************************
 GD1145  DESIGNATION -  L 265
 GD1145  PID         -  GD1145
 GD1145  STATE/COUNTY-  TN/LAKE
 GD1145  USGS QUAD   -  RIDGELY (1981)
 GD1145
 GD1145                         *CURRENT SURVEY CONTROL
 GD1145  ___________________________________________________________________
 GD1145* NAD 83(1986)-  36 17 53.     (N)    089 28 33.     (W)     SCALED    
 GD1145* NAVD 88     -        87.328  (meters)     286.51   (feet)  ADJUSTED  
 GD1145  ___________________________________________________________________
 GD1145  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1145  DYNAMIC HT  -          87.257 (meters)     286.28  (feet)  COMP
 GD1145  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 GD1145
 GD1145  VERT ORDER  -  FIRST     CLASS I
 GD1145
 GD1145.The horizontal coordinates were scaled from a topographic map and have
 GD1145.an estimated accuracy of +/- 6 seconds.
 GD1145
 GD1145.The orthometric height was determined by differential leveling
 GD1145.and adjusted by the National Geodetic Survey in June 1991..
 GD1145
 GD1145.The geoid height was determined by GEOID03.
 GD1145
 GD1145.The dynamic height is computed by dividing the NAVD 88
 GD1145.geopotential number by the normal gravity value computed on the
 GD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1145.degrees latitude (g = 980.6199 gals.).
 GD1145
 GD1145.The modeled gravity was interpolated from observed gravity values.
 GD1145
 GD1145;                    North         East    Units  Estimated Accuracy
 GD1145;SPC TN       -   223,530.      287,860.      MT  (+/- 180 meters Scaled)
 GD1145
 GD1145                          SUPERSEDED SURVEY CONTROL
 GD1145
 GD1145  NGVD 29 (??/??/??)   87.253  (m)          286.26   (f) ADJUSTED    1 1
 GD1145
 GD1145.Superseded values are not recommended for survey control.
 GD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1145.See file dsdata.txt to determine how the superseded data were derived.
 GD1145
 GD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF776198(NAD 83)
 GD1145_MARKER: DB = BENCH MARK DISK
 GD1145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1145+WITH SETTING: INTO GROUND
 GD1145_STAMPING: L 265 1974
 GD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1145+STABILITY: SURFACE MOTION
 GD1145
 GD1145  HISTORY     - Date     Condition        Report By
 GD1145  HISTORY     - 1974     MONUMENTED       NGS
 GD1145  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1145
 GD1145                          STATION DESCRIPTION
 GD1145
 GD1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1145'2.40 MI N FROM RIDGELY.
 GD1145'ABOUT 2.40 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1145'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, ABOUT 0.05 MILE SOUTH
 GD1145'OF A DIRT ROAD LEADING WEST, 79.7 FEET EAST OF THE CENTER LINE OF THE
 GD1145'HIGHWAY, 28.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 GD1145'11.8 FEET NORTH OF A GUY WIRE, 2.8 FEET SOUTH OF A POWER POLE WITH A
 GD1145'GUY WIRE, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1145'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF
 GD1145'THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE
 GD1145'GROUND.
 GD1145
 GD1145                          STATION RECOVERY (2002)
 GD1145
 GD1145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1145'SUSPECTED DESTROYED, AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1556 ***********************************************************************
 GC1556  DESIGNATION -  L 27
 GC1556  PID         -  GC1556
 GC1556  STATE/COUNTY-  TN/HUMPHREYS
 GC1556  USGS QUAD   -  WAVERLY (1987)
 GC1556
 GC1556                         *CURRENT SURVEY CONTROL
 GC1556  ___________________________________________________________________
 GC1556* NAD 83(1986)-  36 05 04.     (N)    087 46 16.     (W)     SCALED    
 GC1556* NAVD 88     -       169.630  (meters)     556.53   (feet)  ADJUSTED  
 GC1556  ___________________________________________________________________
 GC1556  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1556  DYNAMIC HT  -         169.483 (meters)     556.05  (feet)  COMP
 GC1556  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1556
 GC1556  VERT ORDER  -  FIRST     CLASS II
 GC1556
 GC1556.The horizontal coordinates were scaled from a topographic map and have
 GC1556.an estimated accuracy of +/- 6 seconds.
 GC1556
 GC1556.The orthometric height was determined by differential leveling
 GC1556.and adjusted by the National Geodetic Survey in June 1991..
 GC1556
 GC1556.The geoid height was determined by GEOID03.
 GC1556
 GC1556.The dynamic height is computed by dividing the NAVD 88
 GC1556.geopotential number by the normal gravity value computed on the
 GC1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1556.degrees latitude (g = 980.6199 gals.).
 GC1556
 GC1556.The modeled gravity was interpolated from observed gravity values.
 GC1556
 GC1556;                    North         East    Units  Estimated Accuracy
 GC1556;SPC TN       -   195,730.      440,500.      MT  (+/- 180 meters Scaled)
 GC1556
 GC1556                          SUPERSEDED SURVEY CONTROL
 GC1556
 GC1556  NGVD 29 (??/??/92)  169.654  (m)          556.61   (f) ADJ UNCH    1 2
 GC1556
 GC1556.Superseded values are not recommended for survey control.
 GC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1556.See file dsdata.txt to determine how the superseded data were derived.
 GC1556
 GC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE305935(NAD 83)
 GC1556_MARKER: DB = BENCH MARK DISK
 GC1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1556_SP_SET: SQUARE CONCRETE MONUMENT
 GC1556_STAMPING: 556.761 L 27 1934
 GC1556_MARK LOGO: CGS   
 GC1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1556+STABILITY: SURFACE MOTION
 GC1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1556+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1987
 GC1556
 GC1556  HISTORY     - Date     Condition        Report By
 GC1556  HISTORY     - 1934     MONUMENTED       CGS
 GC1556  HISTORY     - 1948     GOOD             NGS
 GC1556  HISTORY     - 1972     GOOD             TVA
 GC1556  HISTORY     - 19870622 GOOD             LOCENG
 GC1556  HISTORY     - 1988     GOOD             USPSQD
 GC1556
 GC1556                          STATION DESCRIPTION
 GC1556
 GC1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1556'1.2 MI E FROM WAVERLY.
 GC1556'1.2 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1556'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 0.2 MILE EAST OF THE
 GC1556'CITY LIMITS, ABOUT 0.35 MILE WEST OF MILE POST 65, IN THE
 GC1556'SOUTHWEST ANGLE OF A GRAVEL ROAD CROSSING, 25 FEET SOUTH OF THE
 GC1556'SOUTH RAIL OF THE TRACK, 11 FEET WEST OF THE CENTER LINE OF THE
 GC1556'GRAVEL ROAD, 11.5 FEET EAST OF A TELEPHONE POLE, 57 FEET NORTH
 GC1556'OF THE CENTER LINE OF U.S. HIGHWAY 70, 57 FEET EAST-SOUTHEAST
 GC1556'OF THE SOUTHEAST CORNER OF A 15-FOOT RAILROAD CULVERT NO. 65.3,
 GC1556'94 FEET NORTHEAST OF THE NORTHEAST CORNER OF A DOUBLE 12-FOOT
 GC1556'CONCRETE BOX CULVERT UNDER HIGHWAY 70, 2 FEET BELOW THE CROSSING
 GC1556'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK
 GC1556'HAS BEEN HIT AND PUSHED OVER SOUTH ABOUT 1 INCH BUT APPEARS TO BE
 GC1556'IN GOOD CONDITION AND NOT BROKEN.  NOTE-- STEEL POST AND SURVEY
 GC1556'MARKER SIGN SET AT MONUMENT.
 GC1556
 GC1556                          STATION RECOVERY (1972)
 GC1556
 GC1556'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1556'RECOVERED IN GOOD CONDITION.
 GC1556
 GC1556                          STATION RECOVERY (1987)
 GC1556
 GC1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1556'RECOVERED IN GOOD CONDITION.
 GC1556
 GC1556                          STATION RECOVERY (1988)
 GC1556
 GC1556'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1323 ***********************************************************************
 GC1323  DESIGNATION -  L 28
 GC1323  PID         -  GC1323
 GC1323  STATE/COUNTY-  TN/CHEATHAM
 GC1323  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1323
 GC1323                         *CURRENT SURVEY CONTROL
 GC1323  ___________________________________________________________________
 GC1323* NAD 83(1986)-  36 06 08.     (N)    087 03 17.     (W)     SCALED    
 GC1323* NAVD 88     -       167.277  (meters)     548.81   (feet)  ADJUSTED  
 GC1323  ___________________________________________________________________
 GC1323  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1323  DYNAMIC HT  -         167.133 (meters)     548.34  (feet)  COMP
 GC1323  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC1323
 GC1323  VERT ORDER  -  FIRST     CLASS II
 GC1323
 GC1323.The horizontal coordinates were scaled from a topographic map and have
 GC1323.an estimated accuracy of +/- 6 seconds.
 GC1323
 GC1323.The orthometric height was determined by differential leveling
 GC1323.and adjusted by the National Geodetic Survey in June 1991..
 GC1323
 GC1323.The geoid height was determined by GEOID03.
 GC1323
 GC1323.The dynamic height is computed by dividing the NAVD 88
 GC1323.geopotential number by the normal gravity value computed on the
 GC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1323.degrees latitude (g = 980.6199 gals.).
 GC1323
 GC1323.The modeled gravity was interpolated from observed gravity values.
 GC1323
 GC1323;                    North         East    Units  Estimated Accuracy
 GC1323;SPC TN       -   196,770.      505,030.      MT  (+/- 180 meters Scaled)
 GC1323
 GC1323                          SUPERSEDED SURVEY CONTROL
 GC1323
 GC1323  NGVD 29 (??/??/92)  167.299  (m)          548.88   (f) ADJ UNCH    1 2
 GC1323
 GC1323.Superseded values are not recommended for survey control.
 GC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1323.See file dsdata.txt to determine how the superseded data were derived.
 GC1323
 GC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE950952(NAD 83)
 GC1323_MARKER: DB = BENCH MARK DISK
 GC1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1323_STAMPING: L 28 1934 549.133
 GC1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1323+STABILITY: SURFACE MOTION
 GC1323
 GC1323  HISTORY     - Date     Condition        Report By
 GC1323  HISTORY     - 1934     MONUMENTED       CGS
 GC1323  HISTORY     - 1948     GOOD             NGS
 GC1323
 GC1323                          STATION DESCRIPTION
 GC1323
 GC1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1323'0.2 MI W FROM PEGRAM.
 GC1323'0.25 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1323'RAILWAY FROM THE STATION AT PEGRAM, 4 RAILS SOUTHEAST OF MILE
 GC1323'POST 20, 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 GC1323'TRACK, 69 FEET NORTHWEST OF POLE NO. 19+40, 37 FEET SOUTHWEST
 GC1323'OF THE CENTER LINE OF U.S. HIGHWAY 70, 80 FEET SOUTH OF THE
 GC1323'CENTER OF THE HIGHWAY AND JUNCTION OF A DRIVE WAY NORTH TO A
 GC1323'SCHOOL BUILDING, 2 FEET NORTHEAST OF THE LINE OF POLES, 1 1/2
 GC1323'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GC1323'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1234 ***********************************************************************
 FD1234  DESIGNATION -  L 29
 FD1234  PID         -  FD1234
 FD1234  STATE/COUNTY-  TN/LEWIS
 FD1234  USGS QUAD   -  HOHENWALD (1991)
 FD1234
 FD1234                         *CURRENT SURVEY CONTROL
 FD1234  ___________________________________________________________________
 FD1234* NAD 83(1986)-  35 35 24.     (N)    087 32 42.     (W)     SCALED    
 FD1234* NAVD 88     -       281.960  (meters)     925.06   (feet)  ADJUSTED  
 FD1234  ___________________________________________________________________
 FD1234  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1234  DYNAMIC HT  -         281.703 (meters)     924.22  (feet)  COMP
 FD1234  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FD1234
 FD1234  VERT ORDER  -  SECOND    CLASS 0
 FD1234
 FD1234.The horizontal coordinates were scaled from a topographic map and have
 FD1234.an estimated accuracy of +/- 6 seconds.
 FD1234
 FD1234.The orthometric height was determined by differential leveling
 FD1234.and adjusted by the National Geodetic Survey in June 1991..
 FD1234
 FD1234.The geoid height was determined by GEOID03.
 FD1234
 FD1234.The dynamic height is computed by dividing the NAVD 88
 FD1234.geopotential number by the normal gravity value computed on the
 FD1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1234.degrees latitude (g = 980.6199 gals.).
 FD1234
 FD1234.The modeled gravity was interpolated from observed gravity values.
 FD1234
 FD1234;                    North         East    Units  Estimated Accuracy
 FD1234;SPC TN       -   140,530.      459,990.      MT  (+/- 180 meters Scaled)
 FD1234
 FD1234                          SUPERSEDED SURVEY CONTROL
 FD1234
 FD1234  NGVD 29 (??/??/92)  281.940  (m)          925.00   (f) ADJ UNCH    2 0
 FD1234
 FD1234.Superseded values are not recommended for survey control.
 FD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1234.See file dsdata.txt to determine how the superseded data were derived.
 FD1234
 FD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE506386(NAD 83)
 FD1234_MARKER: DB = BENCH MARK DISK
 FD1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1234_STAMPING: L 29 1934
 FD1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1234+STABILITY: SURFACE MOTION
 FD1234
 FD1234  HISTORY     - Date     Condition        Report By
 FD1234  HISTORY     - 1934     MONUMENTED       CGS
 FD1234  HISTORY     - 1953     GOOD             NGS
 FD1234
 FD1234                          STATION DESCRIPTION
 FD1234
 FD1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1234'2.3 MI S FROM KIMMINS.
 FD1234'2.3 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD1234'RAILWAY FROM KIMMINS, LEWIS COUNTY, 6 FEET NORTH OF MILEPOST
 FD1234'48, 45 YARDS SOUTH OF A ROAD CROSSING, AND 18 FEET WEST OF THE
 FD1234'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 29 1934 AND
 FD1234'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2400 ***********************************************************************
 FB2400  DESIGNATION -  L 292
 FB2400  PID         -  FB2400
 FB2400  STATE/COUNTY-  TN/BLOUNT
 FB2400  USGS QUAD   -  MARYVILLE (1979)
 FB2400
 FB2400                         *CURRENT SURVEY CONTROL
 FB2400  ___________________________________________________________________
 FB2400* NAD 83(1986)-  35 50 58.     (N)    083 56 32.     (W)     SCALED    
 FB2400* NAVD 88     -       255.947  (meters)     839.72   (feet)  ADJUSTED  
 FB2400  ___________________________________________________________________
 FB2400  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB2400  DYNAMIC HT  -         255.708 (meters)     838.94  (feet)  COMP
 FB2400  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FB2400
 FB2400  VERT ORDER  -  FIRST     CLASS II
 FB2400
 FB2400.The horizontal coordinates were scaled from a topographic map and have
 FB2400.an estimated accuracy of +/- 6 seconds.
 FB2400
 FB2400.The orthometric height was determined by differential leveling
 FB2400.and adjusted by the National Geodetic Survey in June 1991..
 FB2400
 FB2400.The geoid height was determined by GEOID03.
 FB2400
 FB2400.The dynamic height is computed by dividing the NAVD 88
 FB2400.geopotential number by the normal gravity value computed on the
 FB2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2400.degrees latitude (g = 980.6199 gals.).
 FB2400
 FB2400.The modeled gravity was interpolated from observed gravity values.
 FB2400
 FB2400;                    North         East    Units  Estimated Accuracy
 FB2400;SPC TN       -   170,170.      785,870.      MT  (+/- 180 meters Scaled)
 FB2400
 FB2400                          SUPERSEDED SURVEY CONTROL
 FB2400
 FB2400  NGVD 29 (12/12/91)  256.078  (m)          840.15   (f) ADJUSTED    1 2
 FB2400
 FB2400.Superseded values are not recommended for survey control.
 FB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2400.See file dsdata.txt to determine how the superseded data were derived.
 FB2400
 FB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV342712(NAD 83)
 FB2400_MARKER: I = METAL ROD
 FB2400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2400_SP_SET: STAINLESS STEEL ROD
 FB2400_STAMPING: L 292 1983
 FB2400_MARK LOGO: NGS   
 FB2400_PROJECTION: FLUSH
 FB2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2400_ROD/PIPE-DEPTH: 7.6  meters
 FB2400
 FB2400  HISTORY     - Date     Condition        Report By
 FB2400  HISTORY     - 1983     MONUMENTED       NGS
 FB2400
 FB2400                          STATION DESCRIPTION
 FB2400
 FB2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2400'13.0 KM (8.1 MI) SW FROM SOUTH KNOXVILLE.
 FB2400'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2400'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2400'KNOXVILLE, THENCE 11.4 KM (7.1 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2400'(MARYVILLE PIKE) TO THE MARK ON THE RIGHT, ALSO 10.85 KM (6.75 MI)
 FB2400'NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE INTERSECTION OF
 FB2400'WASHINGTON STREET IN MARYVILLE, ON THE SOUTH SIDE OF TELEPHONE POLE
 FB2400'343, 7.62 METERS (25.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FB2400'18.44 METERS (60.5 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE ENTRANCE
 FB2400'DRIVEWAY LEADING WEST TO AN APARTMENT COMPLEX, 0.45 METER (1.5 FT)
 FB2400'SOUTH OF TELEPHONE POLE 343.
 FB2400'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 FB2400'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1627 ***********************************************************************
 FC1627  DESIGNATION -  L 293
 FC1627  PID         -  FC1627
 FC1627  STATE/COUNTY-  TN/MARION
 FC1627  USGS QUAD   -  SEQUATCHIE (1982)
 FC1627
 FC1627                         *CURRENT SURVEY CONTROL
 FC1627  ___________________________________________________________________
 FC1627* NAD 83(1986)-  35 00 56.     (N)    085 31 59.     (W)     SCALED    
 FC1627* NAVD 88     -       194.960  (meters)     639.63   (feet)  ADJUSTED  
 FC1627  ___________________________________________________________________
 FC1627  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1627  DYNAMIC HT  -         194.770 (meters)     639.01  (feet)  COMP
 FC1627  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FC1627
 FC1627  VERT ORDER  -  FIRST     CLASS II
 FC1627
 FC1627.The horizontal coordinates were scaled from a topographic map and have
 FC1627.an estimated accuracy of +/- 6 seconds.
 FC1627
 FC1627.The orthometric height was determined by differential leveling
 FC1627.and adjusted by the National Geodetic Survey in June 1991..
 FC1627
 FC1627.The geoid height was determined by GEOID03.
 FC1627
 FC1627.The dynamic height is computed by dividing the NAVD 88
 FC1627.geopotential number by the normal gravity value computed on the
 FC1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1627.degrees latitude (g = 980.6199 gals.).
 FC1627
 FC1627.The modeled gravity was interpolated from observed gravity values.
 FC1627
 FC1627;                    North         East    Units  Estimated Accuracy
 FC1627;SPC TN       -    75,800.      642,620.      MT  (+/- 180 meters Scaled)
 FC1627
 FC1627                          SUPERSEDED SURVEY CONTROL
 FC1627
 FC1627.No superseded survey control is available for this station.
 FC1627
 FC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD338757(NAD 83)
 FC1627_MARKER: I = METAL ROD
 FC1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1627_SP_SET: STAINLESS STEEL ROD
 FC1627_STAMPING: L 293 1983
 FC1627_MARK LOGO: NGS   
 FC1627_PROJECTION: RECESSED 5 CENTIMETERS
 FC1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1627_ROD/PIPE-DEPTH: 8.8  meters
 FC1627
 FC1627  HISTORY     - Date     Condition        Report By
 FC1627  HISTORY     - 1983     MONUMENTED       NGS
 FC1627
 FC1627                          STATION DESCRIPTION
 FC1627
 FC1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1627'1.8 KM (1.1 MI) SOUTH FROM HALETOWN.
 FC1627'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 41, 64, AND 72 FROM THE
 FC1627'POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM (0.45 MI)
 FC1627'SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 0.6 KM (0.4 MI)
 FC1627'SOUTHERLY ALONG STATE HIGHWAY 134, 24.07 METERS (79.0 FT)
 FC1627'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY (SLOPE DISTANCE),
 FC1627'73.0 METERS (239.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF A PAVED ROAD
 FC1627'LEADING EAST, 34.72 METERS (113.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 FC1627'CORNER OF A LARGE HOUSE (SLOPE DISTANCE), 20.97 METERS (68.8 FT)
 FC1627'SOUTHEAST OF THE SOUTHEAST EDGE OF THE HEADWALL OF A SMALL CULVERT
 FC1627'UNDER THE HIGHWAY, AND 0.82 METERS (2.7 FT) EAST-NORTHEAST OF A
 FC1627'POWERLINE POLE WITH TWO GUY CABLES.  NOTE, THE ROD WAS DRIVEN TO
 FC1627'REFUSAL.
 FC1627'THE MARK IS 1.3 METERS  NNE FROM A WITNESS POST.
 FC1627'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1650 ***********************************************************************
 FC1650  DESIGNATION -  L 294
 FC1650  PID         -  FC1650
 FC1650  STATE/COUNTY-  TN/BRADLEY
 FC1650  USGS QUAD   -  MC DONALD (1976)
 FC1650
 FC1650                         *CURRENT SURVEY CONTROL
 FC1650  ___________________________________________________________________
 FC1650* NAD 83(1986)-  35 07 29.     (N)    084 56 49.     (W)     SCALED    
 FC1650* NAVD 88     -       241.700  (meters)     792.98   (feet)  ADJUSTED  
 FC1650  ___________________________________________________________________
 FC1650  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1650  DYNAMIC HT  -         241.459 (meters)     792.19  (feet)  COMP
 FC1650  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 FC1650
 FC1650  VERT ORDER  -  FIRST     CLASS II
 FC1650
 FC1650.The horizontal coordinates were scaled from a topographic map and have
 FC1650.an estimated accuracy of +/- 6 seconds.
 FC1650
 FC1650.The orthometric height was determined by differential leveling
 FC1650.and adjusted by the National Geodetic Survey in June 1991..
 FC1650
 FC1650.The geoid height was determined by GEOID03.
 FC1650
 FC1650.The dynamic height is computed by dividing the NAVD 88
 FC1650.geopotential number by the normal gravity value computed on the
 FC1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1650.degrees latitude (g = 980.6199 gals.).
 FC1650
 FC1650.The modeled gravity was interpolated from observed gravity values.
 FC1650
 FC1650;                    North         East    Units  Estimated Accuracy
 FC1650;SPC TN       -    88,320.      695,990.      MT  (+/- 180 meters Scaled)
 FC1650
 FC1650                          SUPERSEDED SURVEY CONTROL
 FC1650
 FC1650.No superseded survey control is available for this station.
 FC1650
 FC1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD870888(NAD 83)
 FC1650_MARKER: I = METAL ROD
 FC1650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1650_SP_SET: STAINLESS STEEL ROD
 FC1650_STAMPING: L 294 1983
 FC1650_MARK LOGO: NGS   
 FC1650_PROJECTION: RECESSED 5 CENTIMETERS
 FC1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1650_ROD/PIPE-DEPTH: 4.0  meters
 FC1650
 FC1650  HISTORY     - Date     Condition        Report By
 FC1650  HISTORY     - 1983     MONUMENTED       NGS
 FC1650
 FC1650                          STATION DESCRIPTION
 FC1650
 FC1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1650'3.9 KM (2.4 MI) NE FROM MCDONALD.
 FC1650'3.9 KM (2.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1650'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET IN THE SOUTHWEST ANGLE
 FC1650'OF THE JUNCTION OF THE HIGHWAY AND GLENDA DRIVE AND A PAVED ROAD
 FC1650'ENTRANCE TO BENDABOUT FARM, 11.21 METERS (36.8 FT) SOUTH-SOUTHEAST OF
 FC1650'THE CENTERLINE OF THE HIGHWAY, 25.0 METERS (82.0 FT) SOUTHWEST OF A
 FC1650'POWERLINE POLE WITH TRANSFORMER, 20.72 METERS (68.0 FT) SOUTHWEST OF
 FC1650'THE PAVED ROAD ENTRANCE TO THE FARM, 2.90 METERS (9.5 FT)
 FC1650'EAST-NORTHEAST OF A 12-INCH DIAMETER PINE TREE, AND 0.46 METERS
 FC1650'(1.5 FT) NORTHWEST OF A WIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO
 FC1650'REFUSAL.
 FC1650'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FC1650'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1599 ***********************************************************************
 FC1599  DESIGNATION -  L 295
 FC1599  PID         -  FC1599
 FC1599  STATE/COUNTY-  TN/BLOUNT
 FC1599  USGS QUAD   -  TALLASSEE (1985)
 FC1599
 FC1599                         *CURRENT SURVEY CONTROL
 FC1599  ___________________________________________________________________
 FC1599* NAD 83(1986)-  35 32 50.     (N)    084 02 52.     (W)     SCALED    
 FC1599* NAVD 88     -       272.141  (meters)     892.85   (feet)  ADJUSTED  
 FC1599  ___________________________________________________________________
 FC1599  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1599  DYNAMIC HT  -         271.880 (meters)     891.99  (feet)  COMP
 FC1599  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FC1599
 FC1599  VERT ORDER  -  FIRST     CLASS II
 FC1599
 FC1599.The horizontal coordinates were scaled from a topographic map and have
 FC1599.an estimated accuracy of +/- 6 seconds.
 FC1599
 FC1599.The orthometric height was determined by differential leveling
 FC1599.and adjusted by the National Geodetic Survey in June 1991..
 FC1599
 FC1599.The geoid height was determined by GEOID03.
 FC1599
 FC1599.The dynamic height is computed by dividing the NAVD 88
 FC1599.geopotential number by the normal gravity value computed on the
 FC1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1599.degrees latitude (g = 980.6199 gals.).
 FC1599
 FC1599.The modeled gravity was interpolated from observed gravity values.
 FC1599
 FC1599;                    North         East    Units  Estimated Accuracy
 FC1599;SPC TN       -   136,450.      777,000.      MT  (+/- 180 meters Scaled)
 FC1599
 FC1599                          SUPERSEDED SURVEY CONTROL
 FC1599
 FC1599  NGVD 29 (12/12/91)  272.254  (m)          893.22   (f) ADJUSTED    1 2
 FC1599
 FC1599.Superseded values are not recommended for survey control.
 FC1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1599.See file dsdata.txt to determine how the superseded data were derived.
 FC1599
 FC1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE676377(NAD 83)
 FC1599_MARKER: DB = BENCH MARK DISK
 FC1599_SETTING: 66 = SET IN ROCK OUTCROP
 FC1599_SP_SET: ROCK OUTCROP
 FC1599_STAMPING: L 295 1983
 FC1599_MARK LOGO: NGS   
 FC1599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1599+STABILITY: POSITION/ELEVATION WELL
 FC1599
 FC1599  HISTORY     - Date     Condition        Report By
 FC1599  HISTORY     - 1983     MONUMENTED       NGS
 FC1599
 FC1599                          STATION DESCRIPTION
 FC1599
 FC1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1599'1.8 KM (1.1 MI) EAST FROM TALLASSEE.
 FC1599'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FC1599'TALLASSEE TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI) EAST ALONG THE
 FC1599'HIGHWAY FROM THE NORTH END OF THE CHILHOWEE DAM, 8.59 METERS (28.2 FT)
 FC1599'NORTH OF THE CENTERLINE OF THE HIGHWAY, 25.30 METERS (83.0 FT) WEST OF
 FC1599'UTILITY POLE 118 WITH 2 GUY WIRES ANCHORED IN BEDROCK, 9.75 METERS
 FC1599'(32.0 FT) WEST OF A CORRUGATED PIPE CULVERT UNDER THE HIGHWAY.
 FC1599'THE MARK IS 0.32 METERS  SE FROM A WITNESS POST.
 FC1599'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2123 ***********************************************************************
 FE2123  DESIGNATION -  L 297
 FE2123  PID         -  FE2123
 FE2123  STATE/COUNTY-  TN/MCNAIRY
 FE2123  USGS QUAD   -  CHEWALLA (1983)
 FE2123
 FE2123                         *CURRENT SURVEY CONTROL
 FE2123  ___________________________________________________________________
 FE2123* NAD 83(1986)-  35 03 54.     (N)    088 38 35.     (W)     SCALED    
 FE2123* NAVD 88     -       124.155  (meters)     407.33   (feet)  ADJUSTED  
 FE2123  ___________________________________________________________________
 FE2123  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2123  DYNAMIC HT  -         124.037 (meters)     406.94  (feet)  COMP
 FE2123  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 FE2123
 FE2123  VERT ORDER  -  FIRST     CLASS II
 FE2123
 FE2123.The horizontal coordinates were scaled from a topographic map and have
 FE2123.an estimated accuracy of +/- 6 seconds.
 FE2123
 FE2123.The orthometric height was determined by differential leveling
 FE2123.and adjusted by the National Geodetic Survey in June 1991..
 FE2123
 FE2123.The geoid height was determined by GEOID03.
 FE2123
 FE2123.The dynamic height is computed by dividing the NAVD 88
 FE2123.geopotential number by the normal gravity value computed on the
 FE2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2123.degrees latitude (g = 980.6199 gals.).
 FE2123
 FE2123.The modeled gravity was interpolated from observed gravity values.
 FE2123
 FE2123;                    North         East    Units  Estimated Accuracy
 FE2123;SPC TN       -    84,440.      358,930.      MT  (+/- 180 meters Scaled)
 FE2123
 FE2123                          SUPERSEDED SURVEY CONTROL
 FE2123
 FE2123.No superseded survey control is available for this station.
 FE2123
 FE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD501814(NAD 83)
 FE2123_MARKER: I = METAL ROD
 FE2123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2123_SP_SET: STAINLESS STEEL ROD
 FE2123_STAMPING: L 297 1983
 FE2123_MARK LOGO: NGS   
 FE2123_PROJECTION: FLUSH
 FE2123_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2123+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2123_ROD/PIPE-DEPTH: 11   meters
 FE2123
 FE2123  HISTORY     - Date     Condition        Report By
 FE2123  HISTORY     - 1983     MONUMENTED       NGS
 FE2123  HISTORY     - 19970430 GOOD             USE
 FE2123  HISTORY     - 20020918 GOOD             USACE
 FE2123
 FE2123                          STATION DESCRIPTION
 FE2123
 FE2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2123'2.0 KM (1.25 MI) WEST FROM RAMER.
 FE2123'2.0 KM (1.25 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2123'RAMER, TO THE MARK ON THE LEFT, 8.53 METERS (28.0 FT) SOUTH OF THE
 FE2123'CENTERLINE OF THE HIGHWAY, 47.82 METERS (156.9 FT) NORTHEAST OF THE
 FE2123'NORTHEAST CORNER OF A WOODEN HOUSE, 7.34 METERS (24.1 FT) WEST OF A 2
 FE2123'FOOT DIAMETER CONCRETE CULVERT, 0.64 METER (2.1 FT) SOUTH OF
 FE2123'POWERLINE POLE NUMBER 130 WITH A GUY WIRE, AND 1.49 METERS (4.9 FT)
 FE2123'NORTH OF THE GUY WIRE ANCHOR.
 FE2123'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2123'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2123
 FE2123                          STATION RECOVERY (1997)
 FE2123
 FE2123'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2123'NEW DESCRIPTION- 1.25 M (4.10 FT) WEST ALONG HIGHWAY 57 FROM THE POST
 FE2123'OFFICE IN RAMER TO THE MARK ON THE LEFT, 28.0 FT (8.5 M) SOUTH OF
 FE2123'CENTERLINE HIGHWAY 57, 38.0 FT (11.6 M) WEST CENTERLINE DRIVEWAY TO
 FE2123'OTIS INDUSTRY, 8.2 FT (2.5 M) ESE OF POWERPOLE 130 WITH TRANSFORMER,
 FE2123'9.0 FT (2.7 M) ENE OF NORTH LEG OF WELCOME TO RAMER SIGN.
 FE2123
 FE2123                          STATION RECOVERY (2002)
 FE2123
 FE2123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2149 ***********************************************************************
 FE2149  DESIGNATION -  L 298
 FE2149  PID         -  FE2149
 FE2149  STATE/COUNTY-  TN/HARDEMAN
 FE2149  USGS QUAD   -  SAULSBURY (1981)
 FE2149
 FE2149                         *CURRENT SURVEY CONTROL
 FE2149  ___________________________________________________________________
 FE2149* NAD 83(1995)-  35 03 03.73516(N)    089 02 52.45118(W)     ADJUSTED  
 FE2149* NAVD 88     -       171.354  (meters)     562.18   (feet)  ADJUSTED  
 FE2149  ___________________________________________________________________
 FE2149  X           -      86,859.137 (meters)                     COMP
 FE2149  Y           -  -5,226,572.972 (meters)                     COMP
 FE2149  Z           -   3,642,586.113 (meters)                     COMP
 FE2149  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FE2149  ELLIP HEIGHT-         143.62  (meters)          (02/20/01) GPS OBS
 FE2149  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2149  DYNAMIC HT  -         171.191 (meters)     561.65  (feet)  COMP
 FE2149  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FE2149
 FE2149  HORZ ORDER  -  FIRST
 FE2149  VERT ORDER  -  FIRST     CLASS II
 FE2149  ELLP ORDER  -  SECOND    CLASS I
 FE2149
 FE2149.The horizontal coordinates were established by GPS observations
 FE2149.and adjusted by the National Geodetic Survey in February 2001..
 FE2149
 FE2149.The orthometric height was determined by differential leveling
 FE2149.and adjusted by the National Geodetic Survey in June 1991..
 FE2149
 FE2149.Photographs are available for this station.
 FE2149
 FE2149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2149
 FE2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2149
 FE2149.The ellipsoidal height was determined by GPS observations
 FE2149.and is referenced to NAD 83.
 FE2149
 FE2149.The geoid height was determined by GEOID03.
 FE2149
 FE2149.The dynamic height is computed by dividing the NAVD 88
 FE2149.geopotential number by the normal gravity value computed on the
 FE2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2149.degrees latitude (g = 980.6199 gals.).
 FE2149
 FE2149.The modeled gravity was interpolated from observed gravity values.
 FE2149
 FE2149;                    North         East     Units Scale Factor Converg.
 FE2149;SPC TN       -    83,960.268   321,968.906   MT  1.00004107   -1 47 03.7
 FE2149;SPC TN       -   275,459.65  1,056,326.32   sFT  1.00004107   -1 47 03.7
 FE2149;UTM  16      - 3,880,620.395   313,227.912   MT  1.00002994   -1 10 35.3
 FE2149
 FE2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2149!SPC TN       -   0.99997746  x   1.00004107  =   1.00001853
 FE2149!UTM  16      -   0.99997746  x   1.00002994  =   1.00000740
 FE2149
 FE2149                          SUPERSEDED SURVEY CONTROL
 FE2149
 FE2149  NAVD 88 (02/20/01)  171.35   (m)          562.2    (f) LEVELING    3  
 FE2149
 FE2149.Superseded values are not recommended for survey control.
 FE2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2149.See file dsdata.txt to determine how the superseded data were derived.
 FE2149
 FE2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1322880620(NAD 83)
 FE2149_MARKER: I = METAL ROD
 FE2149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2149_SP_SET: STAINLESS STEEL ROD
 FE2149_STAMPING: L 298 1983
 FE2149_MARK LOGO: NGS   
 FE2149_PROJECTION: FLUSH
 FE2149_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2149+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2149_ROD/PIPE-DEPTH: 9.75 meters
 FE2149
 FE2149  HISTORY     - Date     Condition        Report By
 FE2149  HISTORY     - 1983     MONUMENTED       NGS
 FE2149  HISTORY     - 1999     GOOD             LOWE
 FE2149  HISTORY     - 20020923 GOOD             USACE
 FE2149  HISTORY     - 20040712 GOOD             USPSQD
 FE2149
 FE2149                          STATION DESCRIPTION
 FE2149
 FE2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2149'4.3 KM (2.65 MI) EAST FROM SAULSBURY.
 FE2149'4.3 KM (2.65 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2149'SAULSBURY, TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO TWO HOUSES,
 FE2149'15.09 METERS (49.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2149'43.4 METERS (142.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 FE2149'LEVEL BRICK HOUSE, 10.36 METERS (34.0 FT) WEST OF TELEPHONE JUNCTION
 FE2149'BOX NUMBER 121, 4.42 METERS (14.5 FT) WEST OF THE APPROXIMATE CENTER
 FE2149'OF THE DRIVE LEADING TO THE TWO BRICK HOUSES, AND 0.36 METER (1.2 FT)
 FE2149'NORTH OF A FENCE.
 FE2149'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2149'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2149
 FE2149                          STATION RECOVERY (1999)
 FE2149
 FE2149'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2149'RECOVERED 1999
 FE2149'RECOVERED IN GOOD CONDITION.
 FE2149' 
 FE2149' 
 FE2149'
 FE2149
 FE2149                          STATION RECOVERY (2002)
 FE2149
 FE2149'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2149'RECOVERED IN GOOD CONDITION.
 FE2149
 FE2149                          STATION RECOVERY (2004)
 FE2149
 FE2149'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2175 ***********************************************************************
 FE2175  DESIGNATION -  L 299
 FE2175  PID         -  FE2175
 FE2175  STATE/COUNTY-  TN/FAYETTE
 FE2175  USGS QUAD   -  ROSSVILLE (1981)
 FE2175
 FE2175                         *CURRENT SURVEY CONTROL
 FE2175  ___________________________________________________________________
 FE2175* NAD 83(1986)-  35 02 29.     (N)    089 32 36.     (W)     SCALED    
 FE2175* NAVD 88     -        98.753  (meters)     323.99   (feet)  ADJUSTED  
 FE2175  ___________________________________________________________________
 FE2175  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2175  DYNAMIC HT  -          98.661 (meters)     323.69  (feet)  COMP
 FE2175  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FE2175
 FE2175  VERT ORDER  -  FIRST     CLASS II
 FE2175
 FE2175.The horizontal coordinates were scaled from a topographic map and have
 FE2175.an estimated accuracy of +/- 6 seconds.
 FE2175
 FE2175.The orthometric height was determined by differential leveling
 FE2175.and adjusted by the National Geodetic Survey in June 1991..
 FE2175
 FE2175.The geoid height was determined by GEOID03.
 FE2175
 FE2175.The dynamic height is computed by dividing the NAVD 88
 FE2175.geopotential number by the normal gravity value computed on the
 FE2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2175.degrees latitude (g = 980.6199 gals.).
 FE2175
 FE2175.The modeled gravity was interpolated from observed gravity values.
 FE2175
 FE2175;                    North         East    Units  Estimated Accuracy
 FE2175;SPC TN       -    84,410.      276,760.      MT  (+/- 180 meters Scaled)
 FE2175
 FE2175                          SUPERSEDED SURVEY CONTROL
 FE2175
 FE2175.No superseded survey control is available for this station.
 FE2175
 FE2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD680805(NAD 83)
 FE2175_MARKER: I = METAL ROD
 FE2175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2175_SP_SET: STAINLESS STEEL ROD
 FE2175_STAMPING: L 299 1983
 FE2175_MARK LOGO: NGS   
 FE2175_PROJECTION: RECESSED 5 CENTIMETERS
 FE2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2175+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2175_ROD/PIPE-DEPTH: 12.2 meters
 FE2175
 FE2175  HISTORY     - Date     Condition        Report By
 FE2175  HISTORY     - 1983     MONUMENTED       NGS
 FE2175  HISTORY     - 20020410 GOOD             USACE
 FE2175
 FE2175                          STATION DESCRIPTION
 FE2175
 FE2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2175'0.6 KM (0.35 MI) SOUTH FROM ROSSVILLE.
 FE2175'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2175'ROSSVILLE, ON THE SOUTH SIDE OF STATE HIGHWAY 57, 17.34 METERS
 FE2175'(56.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 57, 14.72 METERS
 FE2175'(48.3 FT) EAST OF THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING
 FE2175'(COMMUNITY QUIK STOP), 7.68 METERS (25.2 FT) SOUTH OF A POWERLINE
 FE2175'POLE, 6.80 METERS (22.3 FT) WEST OF THE NORTHWEST CORNER OF A WOODEN
 FE2175'GARAGE, AND 1.04 METERS (3.4 FT) NORTH OF A WOODEN FENCE.
 FE2175'THE MARK IS 1.07 METERS  NE FROM A WITNESS POST.
 FE2175'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2175
 FE2175                          STATION RECOVERY (2002)
 FE2175
 FE2175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5283 ***********************************************************************
 DG5283  DESIGNATION -  L 299X
 DG5283  PID         -  DG5283
 DG5283  STATE/COUNTY-  TN/FAYETTE
 DG5283  USGS QUAD   -  ROSSVILLE (1981)
 DG5283
 DG5283                         *CURRENT SURVEY CONTROL
 DG5283  ___________________________________________________________________
 DG5283* NAD 83(1995)-  35 02 31.53150(N)    089 32 37.73225(W)     ADJUSTED  
 DG5283* NAVD 88     -        98.57   (meters)     323.4    (feet)  LEVELING  
 DG5283  ___________________________________________________________________
 DG5283  X           -      41,623.024 (meters)                     COMP
 DG5283  Y           -  -5,227,639.356 (meters)                     COMP
 DG5283  Z           -   3,641,731.875 (meters)                     COMP
 DG5283  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG5283  ELLIP HEIGHT-          70.93  (meters)          (04/05/04) GPS OBS
 DG5283  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DG5283
 DG5283  HORZ ORDER  -  B
 DG5283  VERT ORDER  -  THIRD ?
 DG5283  ELLP ORDER  -  FOURTH    CLASS I
 DG5283
 DG5283.The horizontal coordinates were established by GPS observations
 DG5283.and adjusted by the National Geodetic Survey in April 2004..
 DG5283
 DG5283.The orthometric height was determined by differential leveling.
 DG5283.The vertical network tie was performed by a horz. field party for horz.
 DG5283.obs reductions. Reset procedures were used to establish the elevation.
 DG5283
 DG5283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5283
 DG5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5283
 DG5283.The ellipsoidal height was determined by GPS observations
 DG5283.and is referenced to NAD 83.
 DG5283
 DG5283.The geoid height was determined by GEOID03.
 DG5283
 DG5283;                    North         East     Units Scale Factor Converg.
 DG5283;SPC TN       -    84,491.849   276,714.104   MT  1.00004319   -2 04 28.9
 DG5283;SPC TN       -   277,203.67    907,852.86   sFT  1.00004319   -2 04 28.9
 DG5283;UTM  16      - 3,880,669.630   267,965.467   MT  1.00026360   -1 27 40.5
 DG5283
 DG5283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5283!SPC TN       -   0.99998887  x   1.00004319  =   1.00003206
 DG5283!UTM  16      -   0.99998887  x   1.00026360  =   1.00025246
 DG5283
 DG5283                          SUPERSEDED SURVEY CONTROL
 DG5283
 DG5283.No superseded survey control is available for this station.
 DG5283
 DG5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6796580670(NAD 83)
 DG5283_MARKER: F = FLANGE-ENCASED ROD
 DG5283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5283+WITH SETTING: INFORMATION.
 DG5283_STAMPING: L 299X 2002
 DG5283_MARK LOGO: USACE 
 DG5283_PROJECTION: RECESSED 8 CENTIMETERS
 DG5283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5283+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 DG5283_ROD/PIPE-DEPTH:  2.1 meters
 DG5283
 DG5283  HISTORY     - Date     Condition        Report By
 DG5283  HISTORY     - 20020616 MONUMENTED       EMCINC
 DG5283  HISTORY     - 20060222 GOOD             TVA
 DG5283  HISTORY     - 20060506 GOOD             GEOCAC
 DG5283
 DG5283                          STATION DESCRIPTION
 DG5283
 DG5283'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5283'THE MARK IS LOCATED IN ROSSVILLE, TENNESSEE AT THE INTERSECTION OF
 DG5283'STATE ROAD 57 AND STATE ROAD 194.TO REACH THE MARK FROM THE POST
 DG5283'OFFICE IN ROSSVILLE, TENNESSEE ON MAIN STREET (STATE ROAD 194) GO
 DG5283'SOUTH ON MAIN STREET (STATE ROAD 194), 0.32 KILOMETERS (0.2 MILES) TO
 DG5283'THE MARK ON THE RIGHT, ON THE WEST SHOULDER OF MAIN STREET (STATE ROAD
 DG5283'194).THE MARK IS 6.5 METERS (21.3 FEET) WEST OF THE CENTER OF STATE
 DG5283'ROAD 194, 32.8 METERS (107.6 FEET) NORTH OF THE CENTER OF STATE ROAD
 DG5283'57 AND 60.0 METERS (196.9 FEET) NORTHWEST OF BENCHMARK L 299.THE MARK
 DG5283'IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON AN
 DG5283'ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5283' 
 DG5283'
 DG5283
 DG5283                          STATION RECOVERY (2006)
 DG5283
 DG5283'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 DG5283'RECOVERED IN GOOD CONDITION.
 DG5283
 DG5283                          STATION RECOVERY (2006)
 DG5283
 DG5283'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 DG5283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0119 ***********************************************************************
 FE0119  DESIGNATION -  L 30
 FE0119  PID         -  FE0119
 FE0119  STATE/COUNTY-  TN/PERRY
 FE0119  USGS QUAD   -  PERRYVILLE (1986)
 FE0119
 FE0119                         *CURRENT SURVEY CONTROL
 FE0119  ___________________________________________________________________
 FE0119* NAD 83(1986)-  35 37 01.     (N)    088 00 29.     (W)     SCALED    
 FE0119* NAVD 88     -       120.208  (meters)     394.38   (feet)  ADJUSTED  
 FE0119  ___________________________________________________________________
 FE0119  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0119  DYNAMIC HT  -         120.102 (meters)     394.03  (feet)  COMP
 FE0119  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0119
 FE0119  VERT ORDER  -  FIRST     CLASS II
 FE0119
 FE0119.The horizontal coordinates were scaled from a topographic map and have
 FE0119.an estimated accuracy of +/- 6 seconds.
 FE0119
 FE0119.The orthometric height was determined by differential leveling
 FE0119.and adjusted by the National Geodetic Survey in June 1991..
 FE0119
 FE0119.The geoid height was determined by GEOID03.
 FE0119
 FE0119.The dynamic height is computed by dividing the NAVD 88
 FE0119.geopotential number by the normal gravity value computed on the
 FE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0119.degrees latitude (g = 980.6199 gals.).
 FE0119
 FE0119.The modeled gravity was interpolated from observed gravity values.
 FE0119
 FE0119;                    North         East    Units  Estimated Accuracy
 FE0119;SPC TN       -   144,280.      418,100.      MT  (+/- 180 meters Scaled)
 FE0119
 FE0119                          SUPERSEDED SURVEY CONTROL
 FE0119
 FE0119  NGVD 29 (??/??/??)  120.222  (m)          394.43   (f) ADJUSTED    1 2
 FE0119
 FE0119.Superseded values are not recommended for survey control.
 FE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0119.See file dsdata.txt to determine how the superseded data were derived.
 FE0119
 FE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE087419(NAD 83)
 FE0119_MARKER: DB = BENCH MARK DISK
 FE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0119_STAMPING: L 30 1934
 FE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0119+STABILITY: SURFACE MOTION
 FE0119
 FE0119  HISTORY     - Date     Condition        Report By
 FE0119  HISTORY     - 1934     MONUMENTED       CGS
 FE0119  HISTORY     - 1947     GOOD             CGS
 FE0119  HISTORY     - 1949     GOOD             CGS
 FE0119
 FE0119                          STATION DESCRIPTION
 FE0119
 FE0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0119'1.1 MI W FROM POPE.
 FE0119'1.1 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM HARDINS STORE
 FE0119'AT POPE, ABOUT 0.2 MILE EAST OF A STANDARD OIL SERVICE STATION,
 FE0119'ACROSS THE HIGHWAY FROM THE HOME OF JACK MORRIS, 157 FEET
 FE0119'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER
 FE0119'OF THE HOUSE, 266 FEET EAST OF THE SOUTH END OF A 6-FOOT CONCRETE
 FE0119'BOX CULVERT UNDER THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE
 FE0119'OF THE HIGHWAY, 6 FEET SOUTHWEST OF A FENCE CORNER POST, 1 FOOT
 FE0119'SOUTHEAST OF THE FENCE LINE, 2 FEET SOUTH AND ACROSS THE FENCE
 FE0119'FROM A WHITE WOODEN WITNESS POST, 0.5 FOOT ABOVE THE HIGHWAY
 FE0119'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0119
 FE0119                          STATION RECOVERY (1949)
 FE0119
 FE0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1362 ***********************************************************************
 FD1362  DESIGNATION -  L 301
 FD1362  PID         -  FD1362
 FD1362  STATE/COUNTY-  TN/LAWRENCE
 FD1362  USGS QUAD   -  LONG BRANCH (1976)
 FD1362
 FD1362                         *CURRENT SURVEY CONTROL
 FD1362  ___________________________________________________________________
 FD1362* NAD 83(1986)-  35 07 55.     (N)    087 22 49.     (W)     SCALED    
 FD1362* NAVD 88     -       273.914  (meters)     898.67   (feet)  ADJUSTED  
 FD1362  ___________________________________________________________________
 FD1362  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD1362  DYNAMIC HT  -         273.652 (meters)     897.81  (feet)  COMP
 FD1362  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FD1362
 FD1362  VERT ORDER  -  FIRST     CLASS II
 FD1362
 FD1362.The horizontal coordinates were scaled from a topographic map and have
 FD1362.an estimated accuracy of +/- 6 seconds.
 FD1362
 FD1362.The orthometric height was determined by differential leveling
 FD1362.and adjusted by the National Geodetic Survey in June 1991..
 FD1362
 FD1362.The geoid height was determined by GEOID03.
 FD1362
 FD1362.The dynamic height is computed by dividing the NAVD 88
 FD1362.geopotential number by the normal gravity value computed on the
 FD1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1362.degrees latitude (g = 980.6199 gals.).
 FD1362
 FD1362.The modeled gravity was interpolated from observed gravity values.
 FD1362
 FD1362;                    North         East    Units  Estimated Accuracy
 FD1362;SPC TN       -    89,490.      474,200.      MT  (+/- 180 meters Scaled)
 FD1362
 FD1362                          SUPERSEDED SURVEY CONTROL
 FD1362
 FD1362.No superseded survey control is available for this station.
 FD1362
 FD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD653877(NAD 83)
 FD1362_MARKER: I = METAL ROD
 FD1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1362_SP_SET: STAINLESS STEEL ROD
 FD1362_STAMPING: L 301 1983
 FD1362_MARK LOGO: NGS   
 FD1362_PROJECTION: FLUSH
 FD1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1362_ROD/PIPE-DEPTH: 6.10 meters
 FD1362
 FD1362  HISTORY     - Date     Condition        Report By
 FD1362  HISTORY     - 1983     MONUMENTED       NGS
 FD1362
 FD1362                          STATION DESCRIPTION
 FD1362
 FD1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1362'8.0 KM (4.95 MI) NORTH FROM LORETTO.
 FD1362'8.0 KM (4.95 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1362'LORETTO TO A DIRT ROAD LEADING WEST AND THE MARK ON THE LEFT, ALSO
 FD1362'4.2 KM (2.6 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1362'LEOMA TO THE MARK ON THE RIGHT, 12.31 METERS (40.4 FT) NORTHWEST OF
 FD1362'THE CENTERLINE OF THE HIGHWAY, 9.45 METERS (31.0 FT) SOUTH OF THE
 FD1362'APPROXIMATE CENTER OF A DIRT ROAD LEADING WEST, 6.16 METERS (20.2 FT)
 FD1362'WEST OF A PAIR OF 2 FOOT DIAMETER METAL CULVERTS UNDER THE DIRT ROAD,
 FD1362'1.49 METERS (4.9 FT) SOUTH OF POWERLINE POLE NUMBER D 60 B D60L 60,
 FD1362'AND 0.46 METERS (1.5 FT) SOUTHEAST OF A BARBWIRE FENCE LINE.
 FD1362'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 FD1362'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1394 ***********************************************************************
 FD1394  DESIGNATION -  L 302
 FD1394  PID         -  FD1394
 FD1394  STATE/COUNTY-  TN/WILLIAMSON
 FD1394  USGS QUAD   -  SPRING HILL (1979)
 FD1394
 FD1394                         *CURRENT SURVEY CONTROL
 FD1394  ___________________________________________________________________
 FD1394* NAD 83(1986)-  35 50 56.     (N)    086 53 03.     (W)     SCALED    
 FD1394* NAVD 88     -       242.371  (meters)     795.18   (feet)  ADJUSTED  
 FD1394  ___________________________________________________________________
 FD1394  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1394  DYNAMIC HT  -         242.157 (meters)     794.48  (feet)  COMP
 FD1394  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 FD1394
 FD1394  VERT ORDER  -  FIRST     CLASS II
 FD1394
 FD1394.The horizontal coordinates were scaled from a topographic map and have
 FD1394.an estimated accuracy of +/- 6 seconds.
 FD1394
 FD1394.The orthometric height was determined by differential leveling
 FD1394.and adjusted by the National Geodetic Survey in June 1991..
 FD1394
 FD1394.The geoid height was determined by GEOID03.
 FD1394
 FD1394.The dynamic height is computed by dividing the NAVD 88
 FD1394.geopotential number by the normal gravity value computed on the
 FD1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1394.degrees latitude (g = 980.6199 gals.).
 FD1394
 FD1394.The modeled gravity was interpolated from observed gravity values.
 FD1394
 FD1394;                    North         East    Units  Estimated Accuracy
 FD1394;SPC TN       -   168,510.      520,130.      MT  (+/- 180 meters Scaled)
 FD1394
 FD1394                          SUPERSEDED SURVEY CONTROL
 FD1394
 FD1394.No superseded survey control is available for this station.
 FD1394
 FD1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104671(NAD 83)
 FD1394_MARKER: I = METAL ROD
 FD1394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1394_SP_SET: STAINLESS STEEL ROD
 FD1394_STAMPING: L 302 1984
 FD1394_MARK LOGO: NGS   
 FD1394_PROJECTION: RECESSED 4 CENTIMETERS
 FD1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1394_ROD/PIPE-DEPTH: 3.35 meters
 FD1394
 FD1394  HISTORY     - Date     Condition        Report By
 FD1394  HISTORY     - 1984     MONUMENTED       NGS
 FD1394
 FD1394                          STATION DESCRIPTION
 FD1394
 FD1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1394'8.7 KM (5.4 MI) SOUTH FROM FRANKLIN.
 FD1394'8.7 KM (5.4 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1394'FRANKLIN, ALSO 11.7 KM (7.3 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE
 FD1394'POST OFFICE IN SPRING HILL, SET BY A FENCE CORNER AND DRIVEWAY WITH
 FD1394'TWO ROCK PILLARS BY THE DRIVEWAY, THE DRIVEWAY LEADS EAST TO A LARGE
 FD1394'TWO STORY HOUSE, 9.14 METERS (30.0 FT) EAST OF THE CENTERLINE OF THE
 FD1394'HIGHWAY, 12.19 METERS (40.0 FT) SOUTH OF THE CENTER OF THE DRIVEWAY,
 FD1394'12.19 METERS (40.0 FT) NORTH OF A POWERLINE POLE, 1.86 METERS (6.1 FT)
 FD1394'NORTHEAST OF A FENCE CORNER, AND 1.22 METERS (4.0 FT) NORTHWEST OF THE
 FD1394'FENCE.
 FD1394'THE MARK IS 1.92 METERS  NE FROM A WITNESS POST.
 FD1394'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1971 ***********************************************************************
 GC1971  DESIGNATION -  L 303
 GC1971  PID         -  GC1971
 GC1971  STATE/COUNTY-  TN/DAVIDSON
 GC1971  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1971
 GC1971                         *CURRENT SURVEY CONTROL
 GC1971  ___________________________________________________________________
 GC1971* NAD 83(1986)-  36 11 17.     (N)    086 49 24.     (W)     SCALED    
 GC1971* NAVD 88     -       128.897  (meters)     422.89   (feet)  ADJUSTED  
 GC1971  ___________________________________________________________________
 GC1971  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1971  DYNAMIC HT  -         128.786 (meters)     422.53  (feet)  COMP
 GC1971  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC1971
 GC1971  VERT ORDER  -  FIRST     CLASS II
 GC1971
 GC1971.The horizontal coordinates were scaled from a topographic map and have
 GC1971.an estimated accuracy of +/- 6 seconds.
 GC1971
 GC1971.The orthometric height was determined by differential leveling
 GC1971.and adjusted by the National Geodetic Survey in June 1991..
 GC1971
 GC1971.The geoid height was determined by GEOID03.
 GC1971
 GC1971.The dynamic height is computed by dividing the NAVD 88
 GC1971.geopotential number by the normal gravity value computed on the
 GC1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1971.degrees latitude (g = 980.6199 gals.).
 GC1971
 GC1971.The modeled gravity was interpolated from observed gravity values.
 GC1971
 GC1971;                    North         East    Units  Estimated Accuracy
 GC1971;SPC TN       -   206,090.      525,950.      MT  (+/- 180 meters Scaled)
 GC1971
 GC1971                          SUPERSEDED SURVEY CONTROL
 GC1971
 GC1971.No superseded survey control is available for this station.
 GC1971
 GC1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF158048(NAD 83)
 GC1971_MARKER: I = METAL ROD
 GC1971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1971_SP_SET: STAINLESS STEEL ROD
 GC1971_STAMPING: L 303 1984
 GC1971_MARK LOGO: NGS   
 GC1971_PROJECTION: RECESSED 2 CENTIMETERS
 GC1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1971_ROD/PIPE-DEPTH: 5.63 meters
 GC1971
 GC1971  HISTORY     - Date     Condition        Report By
 GC1971  HISTORY     - 1984     MONUMENTED       NGS
 GC1971
 GC1971                          STATION DESCRIPTION
 GC1971
 GC1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1971'IN NASHVILLE.
 GC1971'IN NASHVILLE, 0.3 KM (0.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 41
 GC1971'ALTERNATE AND STATE HIGHWAY 112 FROM THE SOUTHEAST CORNER OF THE
 GC1971'BRIDGE OVER CHEATHAM LAKE IN THE NORTHWEST PART OF NASHVILLE,
 GC1971'2.80 METERS (9.2 FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAYS,
 GC1971'5.57 METERS (18.3 FT) NORTHWEST OF A PIPE LINE CROSSING SIGN,
 GC1971'3.10 METERS (10.2 FT) NORTHWEST OF THE SOUTHEAST END OF A METAL GUARD
 GC1971'RAIL, 25.29 METERS (83.0 FT) SOUTHEAST OF A LIGHT POLE, AND
 GC1971'0.36 METERS (1.2 FT) SOUTHWEST OF A CHAIN LINK FENCE.
 GC1971'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 GC1971'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1982 ***********************************************************************
 GC1982  DESIGNATION -  L 304
 GC1982  PID         -  GC1982
 GC1982  STATE/COUNTY-  TN/CHEATHAM
 GC1982  USGS QUAD   -  ASHLAND CITY (1987)
 GC1982
 GC1982                         *CURRENT SURVEY CONTROL
 GC1982  ___________________________________________________________________
 GC1982* NAD 83(1986)-  36 15 41.     (N)    087 03 12.     (W)     SCALED    
 GC1982* NAVD 88     -       124.586  (meters)     408.75   (feet)  ADJUSTED  
 GC1982  ___________________________________________________________________
 GC1982  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1982  DYNAMIC HT  -         124.480 (meters)     408.40  (feet)  COMP
 GC1982  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC1982
 GC1982  VERT ORDER  -  FIRST     CLASS II
 GC1982
 GC1982.The horizontal coordinates were scaled from a topographic map and have
 GC1982.an estimated accuracy of +/- 6 seconds.
 GC1982
 GC1982.The orthometric height was determined by differential leveling
 GC1982.and adjusted by the National Geodetic Survey in June 1991..
 GC1982
 GC1982.The geoid height was determined by GEOID03.
 GC1982
 GC1982.The dynamic height is computed by dividing the NAVD 88
 GC1982.geopotential number by the normal gravity value computed on the
 GC1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1982.degrees latitude (g = 980.6199 gals.).
 GC1982
 GC1982.The modeled gravity was interpolated from observed gravity values.
 GC1982
 GC1982;                    North         East    Units  Estimated Accuracy
 GC1982;SPC TN       -   214,430.      505,350.      MT  (+/- 180 meters Scaled)
 GC1982
 GC1982                          SUPERSEDED SURVEY CONTROL
 GC1982
 GC1982.No superseded survey control is available for this station.
 GC1982
 GC1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF952129(NAD 83)
 GC1982_MARKER: DB = BENCH MARK DISK
 GC1982_SETTING: 66 = SET IN ROCK OUTCROP
 GC1982_SP_SET: ROCK OUTCROP
 GC1982_STAMPING: L 304 1984
 GC1982_MARK LOGO: NGS   
 GC1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1982+STABILITY: POSITION/ELEVATION WELL
 GC1982
 GC1982  HISTORY     - Date     Condition        Report By
 GC1982  HISTORY     - 1984     MONUMENTED       NGS
 GC1982
 GC1982                          STATION DESCRIPTION
 GC1982
 GC1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1982'1.8 KM (1.1 MI) SE FROM ASHLAND CITY.
 GC1982'1.8 KM (1.1 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1982'COURTHOUSE IN ASHLAND CITY TO A ROCK CUT ON THE LEFT AND THE MARK ON
 GC1982'THE RIGHT, 0.6 KM (0.4 MI) NORTHWEST FROM ROBIN HOOD ROAD, 8.84 METERS
 GC1982'(29.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.10 METERS
 GC1982'(56.1 FT) NORTHWEST OF POWERLINE POLE NUMBER M2519MS1, AND
 GC1982'16.89 METERS (55.4 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF A METAL
 GC1982'GUARD RAIL.
 GC1982'THE MARK IS 0.46 METERS  ESE FROM A WITNESS POST.
 GC1982'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2009 ***********************************************************************
 GC2009  DESIGNATION -  L 305
 GC2009  PID         -  GC2009
 GC2009  STATE/COUNTY-  TN/MONTGOMERY
 GC2009  USGS QUAD   -  HENRIETTA (1983)
 GC2009
 GC2009                         *CURRENT SURVEY CONTROL
 GC2009  ___________________________________________________________________
 GC2009* NAD 83(1986)-  36 28 32.     (N)    087 14 34.     (W)     SCALED    
 GC2009* NAVD 88     -       147.703  (meters)     484.59   (feet)  ADJUSTED  
 GC2009  ___________________________________________________________________
 GC2009  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2009  DYNAMIC HT  -         147.580 (meters)     484.19  (feet)  COMP
 GC2009  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC2009
 GC2009  VERT ORDER  -  FIRST     CLASS II
 GC2009
 GC2009.The horizontal coordinates were scaled from a topographic map and have
 GC2009.an estimated accuracy of +/- 6 seconds.
 GC2009
 GC2009.The orthometric height was determined by differential leveling
 GC2009.and adjusted by the National Geodetic Survey in June 1991..
 GC2009
 GC2009.The geoid height was determined by GEOID03.
 GC2009
 GC2009.The dynamic height is computed by dividing the NAVD 88
 GC2009.geopotential number by the normal gravity value computed on the
 GC2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2009.degrees latitude (g = 980.6199 gals.).
 GC2009
 GC2009.The modeled gravity was interpolated from observed gravity values.
 GC2009
 GC2009;                    North         East    Units  Estimated Accuracy
 GC2009;SPC TN       -   238,390.      488,630.      MT  (+/- 180 meters Scaled)
 GC2009
 GC2009                          SUPERSEDED SURVEY CONTROL
 GC2009
 GC2009.No superseded survey control is available for this station.
 GC2009
 GC2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF782367(NAD 83)
 GC2009_MARKER: I = METAL ROD
 GC2009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2009_SP_SET: STAINLESS STEEL ROD
 GC2009_STAMPING: L 305 1984
 GC2009_MARK LOGO: NGS   
 GC2009_PROJECTION: RECESSED 3 CENTIMETERS
 GC2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2009_ROD/PIPE-DEPTH: 6.10 meters
 GC2009
 GC2009  HISTORY     - Date     Condition        Report By
 GC2009  HISTORY     - 1984     MONUMENTED       NGS
 GC2009
 GC2009                          STATION DESCRIPTION
 GC2009
 GC2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2009'19.4 KM (12.0 MI) NW FROM CHEAP HILL.
 GC2009'19.4 KM (12.05 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2009'OFFICE IN CHEAP HILL TO THE MARK ON THE RIGHT, 0.4 KM (0.25 MI)
 GC2009'SOUTHEAST ALONG HIGHWAY 12 FROM THE BRIDGE OVER MCADOO CREEK,
 GC2009'16.55 METERS (54.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC2009'55.38 METERS (181.7 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GC2009'DRIVEWAY TO A SMALL BRICK BUILDING, 3.20 METERS (10.5 FT) SOUTHEAST OF
 GC2009'A POWERLINE POLE WITH A GUY WIRE, AND 2.23 METERS (7.3 FT) SOUTHWEST
 GC2009'OF A BARBWIRE FENCE.
 GC2009'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC2009'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2927 ***********************************************************************
 AJ2927  DESIGNATION -  L 307
 AJ2927  PID         -  AJ2927
 AJ2927  STATE/COUNTY-  TN/TROUSDALE
 AJ2927  USGS QUAD   -  HARTSVILLE (1994)
 AJ2927
 AJ2927                         *CURRENT SURVEY CONTROL
 AJ2927  ___________________________________________________________________
 AJ2927* NAD 83(1986)-  36 24 13.     (N)    086 10 57.     (W)     SCALED    
 AJ2927* NAVD 88     -       174.326  (meters)     571.93   (feet)  ADJUSTED  
 AJ2927  ___________________________________________________________________
 AJ2927  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AJ2927  DYNAMIC HT  -         174.183 (meters)     571.47  (feet)  COMP
 AJ2927  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 AJ2927
 AJ2927  VERT ORDER  -  SECOND    CLASS I
 AJ2927
 AJ2927.The horizontal coordinates were scaled from a topographic map and have
 AJ2927.an estimated accuracy of +/- 6 seconds.
 AJ2927
 AJ2927.The orthometric height was determined by differential leveling
 AJ2927.and adjusted by the National Geodetic Survey in July 2002..
 AJ2927.No vertical observational check was made to the station.
 AJ2927
 AJ2927.The geoid height was determined by GEOID03.
 AJ2927
 AJ2927.The dynamic height is computed by dividing the NAVD 88
 AJ2927.geopotential number by the normal gravity value computed on the
 AJ2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2927.degrees latitude (g = 980.6199 gals.).
 AJ2927
 AJ2927.The modeled gravity was interpolated from observed gravity values.
 AJ2927
 AJ2927;                    North         East    Units  Estimated Accuracy
 AJ2927;SPC TN       -   229,720.      583,630.      MT  (+/- 180 meters Scaled)
 AJ2927
 AJ2927                          SUPERSEDED SURVEY CONTROL
 AJ2927
 AJ2927.No superseded survey control is available for this station.
 AJ2927
 AJ2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF733290(NAD 83)
 AJ2927_MARKER: DV = VERTICAL CONTROL DISK
 AJ2927_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2927_STAMPING: L 307 2001
 AJ2927_MARK LOGO: NGS   
 AJ2927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2927+STABILITY: POSITION/ELEVATION WELL
 AJ2927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2927+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2927
 AJ2927  HISTORY     - Date     Condition        Report By
 AJ2927  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2927
 AJ2927                          STATION DESCRIPTION
 AJ2927
 AJ2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2927'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2927'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2927'HIGHWAY 141), THENCE 1.7 KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2927'THE CENTER OF A 6 BY 8-FOOT AREA OF EXPOSED ROCK OUTCROP, 7.5 M
 AJ2927'WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 5.9 M SOUTH OF A
 AJ2927'WITNESS POST AND FENCE, 5.8 M NORTH OF THE HIGHWAY CENTERLINE,
 AJ2927'AND 0.5 M BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE
 AJ2927'HIGHWAY RIGHT-OF-WAY.
 AJ2927'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1226 ***********************************************************************
 FD1226  DESIGNATION -  L 31 RESET
 FD1226  PID         -  FD1226
 FD1226  STATE/COUNTY-  TN/LEWIS
 FD1226  USGS QUAD   -  HOHENWALD (1991)
 FD1226
 FD1226                         *CURRENT SURVEY CONTROL
 FD1226  ___________________________________________________________________
 FD1226* NAD 83(1986)-  35 33 03.     (N)    087 35 53.     (W)     SCALED    
 FD1226* NAVD 88     -       296.230  (meters)     971.88   (feet)  ADJUSTED  
 FD1226  ___________________________________________________________________
 FD1226  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FD1226  DYNAMIC HT  -         295.955 (meters)     970.98  (feet)  COMP
 FD1226  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD1226
 FD1226  VERT ORDER  -  FIRST     CLASS II
 FD1226
 FD1226.This mark is at John A Baker Field Airport (0M3)
 FD1226
 FD1226.The horizontal coordinates were scaled from a topographic map and have
 FD1226.an estimated accuracy of +/- 6 seconds.
 FD1226
 FD1226.The orthometric height was determined by differential leveling
 FD1226.and adjusted by the National Geodetic Survey in June 1991..
 FD1226
 FD1226.The geoid height was determined by GEOID03.
 FD1226
 FD1226.The dynamic height is computed by dividing the NAVD 88
 FD1226.geopotential number by the normal gravity value computed on the
 FD1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1226.degrees latitude (g = 980.6199 gals.).
 FD1226
 FD1226.The modeled gravity was interpolated from observed gravity values.
 FD1226
 FD1226;                    North         East    Units  Estimated Accuracy
 FD1226;SPC TN       -   136,260.      455,110.      MT  (+/- 180 meters Scaled)
 FD1226
 FD1226                          SUPERSEDED SURVEY CONTROL
 FD1226
 FD1226  NGVD 29 (??/??/92)  296.205  (m)          971.80   (f) ADJ UNCH    1 2
 FD1226
 FD1226.Superseded values are not recommended for survey control.
 FD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1226.See file dsdata.txt to determine how the superseded data were derived.
 FD1226
 FD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE457342(NAD 83)
 FD1226_MARKER: DB = BENCH MARK DISK
 FD1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1226_STAMPING: L 31 1934 RESET 1949
 FD1226_MARK LOGO: CGS   
 FD1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1226+STABILITY: SURFACE MOTION
 FD1226
 FD1226  HISTORY     - Date     Condition        Report By
 FD1226  HISTORY     - 1949     MONUMENTED       CGS
 FD1226  HISTORY     - 1953     GOOD             NGS
 FD1226
 FD1226                          STATION DESCRIPTION
 FD1226
 FD1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1226'2.6 MI W FROM HOHENWALD.
 FD1226'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1226'NATIONAL BANK AT HOHENWALD, AT THE NORTHWEST CORNER OF AN
 FD1226'AIRPORT ( LEWIS COUNTY ), 30.5 FEET SOUTH OF THE CENTER LINE
 FD1226'OF THE HIGHWAY, 26 FEET EAST OF THE NORTHWEST CORNER OF THE
 FD1226'AIRPORT FENCE, 7 FEET WEST-SOUTHWEST OF A POWER POLE, 8.5 FEET
 FD1226'EAST-SOUTHEAST OF A SMALL CEDAR TREE, 2 FEET WEST OF A WHITE
 FD1226'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 FD1226'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1226
 FD1226                          STATION RECOVERY (1953)
 FD1226
 FD1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0353 ***********************************************************************
 FD0353  DESIGNATION -  L 32
 FD0353  PID         -  FD0353
 FD0353  STATE/COUNTY-  TN/MARSHALL
 FD0353  USGS QUAD   -  LEWISBURG (1981)
 FD0353
 FD0353                         *CURRENT SURVEY CONTROL
 FD0353  ___________________________________________________________________
 FD0353* NAD 83(1986)-  35 27 58.     (N)    086 46 31.     (W)     SCALED    
 FD0353* NAVD 88     -       214.570  (meters)     703.97   (feet)  ADJUSTED  
 FD0353  ___________________________________________________________________
 FD0353  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0353  DYNAMIC HT  -         214.377 (meters)     703.34  (feet)  COMP
 FD0353  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FD0353
 FD0353  VERT ORDER  -  FIRST     CLASS II
 FD0353
 FD0353.The horizontal coordinates were scaled from a topographic map and have
 FD0353.an estimated accuracy of +/- 6 seconds.
 FD0353
 FD0353.The orthometric height was determined by differential leveling
 FD0353.and adjusted by the National Geodetic Survey in June 1991..
 FD0353
 FD0353.The geoid height was determined by GEOID03.
 FD0353
 FD0353.The dynamic height is computed by dividing the NAVD 88
 FD0353.geopotential number by the normal gravity value computed on the
 FD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0353.degrees latitude (g = 980.6199 gals.).
 FD0353
 FD0353.The modeled gravity was interpolated from observed gravity values.
 FD0353
 FD0353;                    North         East    Units  Estimated Accuracy
 FD0353;SPC TN       -   125,960.      529,630.      MT  (+/- 180 meters Scaled)
 FD0353
 FD0353                          SUPERSEDED SURVEY CONTROL
 FD0353
 FD0353  NGVD 29 (??/??/92)  214.548  (m)          703.90   (f) ADJ UNCH    1 2
 FD0353
 FD0353.Superseded values are not recommended for survey control.
 FD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0353.See file dsdata.txt to determine how the superseded data were derived.
 FD0353
 FD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203247(NAD 83)
 FD0353_MARKER: DB = BENCH MARK DISK
 FD0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0353_STAMPING: L 32 1934
 FD0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0353+STABILITY: SURFACE MOTION
 FD0353
 FD0353  HISTORY     - Date     Condition        Report By
 FD0353  HISTORY     - 1934     MONUMENTED       CGS
 FD0353  HISTORY     - 1949     GOOD             NGS
 FD0353  HISTORY     - 1966     MARK NOT FOUND   NGS
 FD0353
 FD0353                          STATION DESCRIPTION
 FD0353
 FD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0353'1.5 MI NE FROM LEWISBURG.
 FD0353'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 FD0353'AT LEWISBURG, ABOUT 0.1 MILE SOUTHWEST OF A TEXACO SERVICE
 FD0353'STATION ON SOUTHEAST SIDE OF HIGHWAY, ABOUT 300 FEET WEST AND
 FD0353'ACROSS THE HIGHWAY FROM A LARGE BARN WITH A BRICK WING EXTENDING
 FD0353'SOUTH, 159 FEET NORTHEAST OF THE NORTH CORNER OF A 225-FOOT
 FD0353'CONCRETE BRIDGE, 31.2 FEET NORTHWEST OF THE CENTER LINE OF THE
 FD0353'HIGHWAY, 57.1 FEET NORTH-NORTHEAST OF THE NORTHEAST END POST OF
 FD0353'A GUARD RAIL FENCE ALONG NORTHWEST SIDE OF HIGHWAY, 1 FOOT
 FD0353'SOUTHEAST OF A FENCE LINE, 1 FOOT BELOW THE HIGHWAY AND SET IN
 FD0353'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD0353
 FD0353                          STATION RECOVERY (1966)
 FD0353
 FD0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FD0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0269 ***********************************************************************
 FD0269  DESIGNATION -  L 33
 FD0269  PID         -  FD0269
 FD0269  STATE/COUNTY-  TN/GILES
 FD0269  USGS QUAD   -  TARPLEY (1982)
 FD0269
 FD0269                         *CURRENT SURVEY CONTROL
 FD0269  ___________________________________________________________________
 FD0269* NAD 83(1986)-  35 10 54.     (N)    086 55 49.     (W)     SCALED    
 FD0269* NAVD 88     -       229.624  (meters)     753.36   (feet)  ADJUSTED  
 FD0269  ___________________________________________________________________
 FD0269  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0269  DYNAMIC HT  -         229.408 (meters)     752.65  (feet)  COMP
 FD0269  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FD0269
 FD0269  VERT ORDER  -  SECOND    CLASS 0
 FD0269
 FD0269.The horizontal coordinates were scaled from a topographic map and have
 FD0269.an estimated accuracy of +/- 6 seconds.
 FD0269
 FD0269.The orthometric height was determined by differential leveling
 FD0269.and adjusted by the National Geodetic Survey in June 1991..
 FD0269
 FD0269.The geoid height was determined by GEOID03.
 FD0269
 FD0269.The dynamic height is computed by dividing the NAVD 88
 FD0269.geopotential number by the normal gravity value computed on the
 FD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0269.degrees latitude (g = 980.6199 gals.).
 FD0269
 FD0269.The modeled gravity was interpolated from observed gravity values.
 FD0269
 FD0269;                    North         East    Units  Estimated Accuracy
 FD0269;SPC TN       -    94,530.      515,270.      MT  (+/- 180 meters Scaled)
 FD0269
 FD0269                          SUPERSEDED SURVEY CONTROL
 FD0269
 FD0269  NGVD 29 (??/??/92)  229.592  (m)          753.25   (f) ADJ UNCH    2 0
 FD0269
 FD0269.Superseded values are not recommended for survey control.
 FD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0269.See file dsdata.txt to determine how the superseded data were derived.
 FD0269
 FD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED063931(NAD 83)
 FD0269_MARKER: DB = BENCH MARK DISK
 FD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0269_STAMPING: L 33 1934
 FD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0269+STABILITY: SURFACE MOTION
 FD0269
 FD0269  HISTORY     - Date     Condition        Report By
 FD0269  HISTORY     - 1934     MONUMENTED       CGS
 FD0269
 FD0269                          STATION DESCRIPTION
 FD0269
 FD0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0269'6 MI E FROM PULASKI.
 FD0269'6.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0269'PULASKI, GILES COUNTY, ON THE TOP OF A HILL, AT THE EAST END OF
 FD0269'A CUT, ON THE LAND OF O.E. SMITH IN 1934, AND 40 FEET SOUTH OF
 FD0269'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 33
 FD0269'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0814 ***********************************************************************
 FD0814  DESIGNATION -  L 34
 FD0814  PID         -  FD0814
 FD0814  STATE/COUNTY-  TN/LAWRENCE
 FD0814  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0814
 FD0814                         *CURRENT SURVEY CONTROL
 FD0814  ___________________________________________________________________
 FD0814* NAD 83(1986)-  35 14 38.     (N)    087 20 28.     (W)     SCALED    
 FD0814* NAVD 88     -       268.067  (meters)     879.48   (feet)  ADJUSTED  
 FD0814  ___________________________________________________________________
 FD0814  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0814  DYNAMIC HT  -         267.812 (meters)     878.65  (feet)  COMP
 FD0814  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0814
 FD0814  VERT ORDER  -  SECOND    CLASS 0
 FD0814
 FD0814.The horizontal coordinates were scaled from a topographic map and have
 FD0814.an estimated accuracy of +/- 6 seconds.
 FD0814
 FD0814.The orthometric height was determined by differential leveling
 FD0814.and adjusted by the National Geodetic Survey in June 1991..
 FD0814
 FD0814.The geoid height was determined by GEOID03.
 FD0814
 FD0814.The dynamic height is computed by dividing the NAVD 88
 FD0814.geopotential number by the normal gravity value computed on the
 FD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0814.degrees latitude (g = 980.6199 gals.).
 FD0814
 FD0814.The modeled gravity was interpolated from observed gravity values.
 FD0814
 FD0814;                    North         East    Units  Estimated Accuracy
 FD0814;SPC TN       -   101,860.      477,940.      MT  (+/- 180 meters Scaled)
 FD0814
 FD0814                          SUPERSEDED SURVEY CONTROL
 FD0814
 FD0814  NGVD 29 (??/??/92)  268.027  (m)          879.35   (f) ADJ UNCH    2 0
 FD0814
 FD0814.Superseded values are not recommended for survey control.
 FD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0814.See file dsdata.txt to determine how the superseded data were derived.
 FD0814
 FD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE689001(NAD 83)
 FD0814_MARKER: DB = BENCH MARK DISK
 FD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0814_STAMPING: L 34 1934
 FD0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0814+STABILITY: SURFACE MOTION
 FD0814
 FD0814  HISTORY     - Date     Condition        Report By
 FD0814  HISTORY     - 1934     MONUMENTED       CGS
 FD0814  HISTORY     - 1950     GOOD             NGS
 FD0814  HISTORY     - 1962     GOOD             NGS
 FD0814  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0814
 FD0814                          STATION DESCRIPTION
 FD0814
 FD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0814'AT LAWRENCEBURG.
 FD0814'AT THE WEST EDGE OF LAWRENCEBURG, LAWRENCE COUNTY, ON U.S. HIGHWAY
 FD0814'64, AT THE TOP OF A HILL, AT THE DOWNWARD BREAK IN THE GRADE
 FD0814'TOWARD SHOAL CREEK, 30 FEET NORTH OF THE CENTERLINE OF THE
 FD0814'HIGHWAY, 40 FEET SOUTHWEST OF A GARAGE, AND 9 FEET NORTH OF A
 FD0814'STEEL POST.  A STANDARD DISK, STAMPED L 34 1934 AND SET IN THE
 FD0814'TOP OF A CONCRETE POST.
 FD0814
 FD0814                          STATION RECOVERY (1962)
 FD0814
 FD0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0814'RECOVERED IN GOOD CONDITION.
 FD0814
 FD0814                          STATION RECOVERY (1983)
 FD0814
 FD0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0814'NOT RECOVERED, PROBABLY TAKEN OUT WHEN ROAD WAS WIDENED AND SCHOOL
 FD0814'ENTRANCE ROAD WAS PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0534 ***********************************************************************
 FE0534  DESIGNATION -  L 35
 FE0534  PID         -  FE0534
 FE0534  STATE/COUNTY-  TN/MCNAIRY
 FE0534  USGS QUAD   -  PURDY (1984)
 FE0534
 FE0534                         *CURRENT SURVEY CONTROL
 FE0534  ___________________________________________________________________
 FE0534* NAD 83(1986)-  35 10 03.     (N)    088 35 21.     (W)     SCALED    
 FE0534* NAVD 88     -       134.754  (meters)     442.11   (feet)  ADJUSTED  
 FE0534  ___________________________________________________________________
 FE0534  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0534  DYNAMIC HT  -         134.628 (meters)     441.69  (feet)  COMP
 FE0534  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FE0534
 FE0534  VERT ORDER  -  FIRST     CLASS II
 FE0534
 FE0534.The horizontal coordinates were scaled from a topographic map and have
 FE0534.an estimated accuracy of +/- 6 seconds.
 FE0534
 FE0534.The orthometric height was determined by differential leveling
 FE0534.and adjusted by the National Geodetic Survey in June 1991..
 FE0534
 FE0534.The geoid height was determined by GEOID03.
 FE0534
 FE0534.The dynamic height is computed by dividing the NAVD 88
 FE0534.geopotential number by the normal gravity value computed on the
 FE0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0534.degrees latitude (g = 980.6199 gals.).
 FE0534
 FE0534.The modeled gravity was interpolated from observed gravity values.
 FE0534
 FE0534;                    North         East    Units  Estimated Accuracy
 FE0534;SPC TN       -    95,670.      364,150.      MT  (+/- 180 meters Scaled)
 FE0534
 FE0534                          SUPERSEDED SURVEY CONTROL
 FE0534
 FE0534  NGVD 29 (??/??/??)  134.750  (m)          442.09   (f) ADJUSTED    1 2
 FE0534
 FE0534.Superseded values are not recommended for survey control.
 FE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0534.See file dsdata.txt to determine how the superseded data were derived.
 FE0534
 FE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD552927(NAD 83)
 FE0534_MARKER: DB = BENCH MARK DISK
 FE0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0534_SP_SET: BRIDGE
 FE0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0534
 FE0534  HISTORY     - Date     Condition        Report By
 FE0534  HISTORY     - 1934     MONUMENTED       CGS
 FE0534  HISTORY     - 1949     GOOD             CGS
 FE0534  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0534
 FE0534                          STATION DESCRIPTION
 FE0534
 FE0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0534'AT SELMER.
 FE0534'AT SELMER, 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAYS 45 AND 64 FROM
 FE0534'THE COURTHOUSE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 FE0534'SOUTHEAST ABUTMENT OF THE 260-FOOT CONCRETE BRIDGE OVER CYPRESS
 FE0534'CREEK, 12.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 FE0534'ABOUT LEVEL WITH THE BRIDGE FLOOR.  NOTE-- THE BRIDGE WAS WIDEN
 FE0534'FOR A 4 LANE IN THE 1950S.
 FE0534
 FE0534                          STATION RECOVERY (1972)
 FE0534
 FE0534'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0974 ***********************************************************************
 FD0974  DESIGNATION -  L 36
 FD0974  PID         -  FD0974
 FD0974  STATE/COUNTY-  TN/WAYNE
 FD0974  USGS QUAD   -  EAGLE CREEK (1972)
 FD0974
 FD0974                         *CURRENT SURVEY CONTROL
 FD0974  ___________________________________________________________________
 FD0974* NAD 83(1986)-  35 18 08.     (N)    087 52 52.     (W)     SCALED    
 FD0974* NAVD 88     -       155.691  (meters)     510.80   (feet)  ADJUSTED  
 FD0974  ___________________________________________________________________
 FD0974  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0974  DYNAMIC HT  -         155.547 (meters)     510.32  (feet)  COMP
 FD0974  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FD0974
 FD0974  VERT ORDER  -  SECOND    CLASS 0
 FD0974
 FD0974.The horizontal coordinates were scaled from a topographic map and have
 FD0974.an estimated accuracy of +/- 6 seconds.
 FD0974
 FD0974.The orthometric height was determined by differential leveling
 FD0974.and adjusted by the National Geodetic Survey in June 1991..
 FD0974
 FD0974.The geoid height was determined by GEOID03.
 FD0974
 FD0974.The dynamic height is computed by dividing the NAVD 88
 FD0974.geopotential number by the normal gravity value computed on the
 FD0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0974.degrees latitude (g = 980.6199 gals.).
 FD0974
 FD0974.The modeled gravity was interpolated from observed gravity values.
 FD0974
 FD0974;                    North         East    Units  Estimated Accuracy
 FD0974;SPC TN       -   109,140.      428,920.      MT  (+/- 180 meters Scaled)
 FD0974
 FD0974                          SUPERSEDED SURVEY CONTROL
 FD0974
 FD0974  NGVD 29 (??/??/92)  155.672  (m)          510.73   (f) ADJ UNCH    2 0
 FD0974
 FD0974.Superseded values are not recommended for survey control.
 FD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0974.See file dsdata.txt to determine how the superseded data were derived.
 FD0974
 FD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE198069(NAD 83)
 FD0974_MARKER: DB = BENCH MARK DISK
 FD0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0974_SP_SET: BRIDGE
 FD0974_STAMPING: L 36 1934
 FD0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0974
 FD0974  HISTORY     - Date     Condition        Report By
 FD0974  HISTORY     - 1934     MONUMENTED       CGS
 FD0974  HISTORY     - 1950     GOOD             NGS
 FD0974  HISTORY     - 1962     GOOD             NGS
 FD0974
 FD0974                          STATION DESCRIPTION
 FD0974
 FD0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0974'7.7 MI W FROM WAYNESBORO.
 FD0974'7.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, AT THE
 FD0974'FORMER POST OFFICE AT SORBY, AT A SIX-SPAN CONCRETE BRIDGE, IN
 FD0974'THE TOP OF THE CONCRETE BASE OF THE SOUTH RAIL, AND 4 FEET EAST
 FD0974'OF THE WEST END.  A STANDARD DISK, STAMPED L 36 1934.
 FD0974
 FD0974                          STATION RECOVERY (1962)
 FD0974
 FD0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0861 ***********************************************************************
 FD0861  DESIGNATION -  L 37
 FD0861  PID         -  FD0861
 FD0861  STATE/COUNTY-  TN/GILES
 FD0861  USGS QUAD   -  PULASKI (1984)
 FD0861
 FD0861                         *CURRENT SURVEY CONTROL
 FD0861  ___________________________________________________________________
 FD0861* NAD 83(1986)-  35 13 36.     (N)    087 04 18.     (W)     SCALED    
 FD0861* NAVD 88     -       212.248  (meters)     696.35   (feet)  ADJUSTED  
 FD0861  ___________________________________________________________________
 FD0861  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0861  DYNAMIC HT  -         212.049 (meters)     695.70  (feet)  COMP
 FD0861  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FD0861
 FD0861  VERT ORDER  -  SECOND    CLASS 0
 FD0861
 FD0861.The horizontal coordinates were scaled from a topographic map and have
 FD0861.an estimated accuracy of +/- 6 seconds.
 FD0861
 FD0861.The orthometric height was determined by differential leveling
 FD0861.and adjusted by the National Geodetic Survey in June 1991..
 FD0861
 FD0861.The geoid height was determined by GEOID03.
 FD0861
 FD0861.The dynamic height is computed by dividing the NAVD 88
 FD0861.geopotential number by the normal gravity value computed on the
 FD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0861.degrees latitude (g = 980.6199 gals.).
 FD0861
 FD0861.The modeled gravity was interpolated from observed gravity values.
 FD0861
 FD0861;                    North         East    Units  Estimated Accuracy
 FD0861;SPC TN       -    99,650.      502,440.      MT  (+/- 180 meters Scaled)
 FD0861
 FD0861                          SUPERSEDED SURVEY CONTROL
 FD0861
 FD0861  NGVD 29 (??/??/92)  212.211  (m)          696.23   (f) ADJ UNCH    2 0
 FD0861
 FD0861.Superseded values are not recommended for survey control.
 FD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0861.See file dsdata.txt to determine how the superseded data were derived.
 FD0861
 FD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD934981(NAD 83)
 FD0861_MARKER: DB = BENCH MARK DISK
 FD0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0861_STAMPING: L 37 1934
 FD0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0861+STABILITY: SURFACE MOTION
 FD0861
 FD0861  HISTORY     - Date     Condition        Report By
 FD0861  HISTORY     - 1934     MONUMENTED       CGS
 FD0861  HISTORY     - 1953     GOOD             TVA
 FD0861
 FD0861                          STATION DESCRIPTION
 FD0861
 FD0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0861'3.1 MI NE FROM PULASKI.
 FD0861'3.1 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0861'FROM THE STATION AT PULASKI, GILES COUNTY, 1.6 MILES SOUTH OF
 FD0861'WALES, 31 FEET EAST OF THE CENTERLINE OF THE TRACK, 20 FEET
 FD0861'SOUTH OF THE CENTER OF A ROAD CROSSING, 4 FEET SOUTH OF A
 FD0861'FENCE CORNER AND CATTLE GUARD, AND 1 FOOT EAST OF THE FENCE.
 FD0861'A STANDARD DISK, STAMPED L 37 1934 AND SET IN THE TOP OF A
 FD0861'CONCRETE POST.  NOTE-- A STEEL POST WITH CONTROL MARKER SIGN
 FD0861'WAS SET 2 FEET EAST OF MONUMENT.  THERE IS A PAINTED WHITE
 FD0861'CROSS ON RAILROAD CROSSING SIGN.  THE MARK IS 30 FEET SOUTHWEST
 FD0861'OF THE RAILROAD CROSSING SIGN.
 FD0861
 FD0861                          STATION RECOVERY (1953)
 FD0861
 FD0861'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1272 ***********************************************************************
 GA1272  DESIGNATION -  L 4
 GA1272  PID         -  GA1272
 GA1272  STATE/COUNTY-  TN/HAWKINS
 GA1272  USGS QUAD   -  CHURCH HILL (1991)
 GA1272
 GA1272                         *CURRENT SURVEY CONTROL
 GA1272  ___________________________________________________________________
 GA1272* NAD 83(1995)-  36 32 45.69282(N)    082 39 18.51802(W)     ADJUSTED  
 GA1272* NAVD 88     -       403.740  (meters)    1324.60   (feet)  ADJUSTED  
 GA1272  ___________________________________________________________________
 GA1272  X           -     655,882.614 (meters)                     COMP
 GA1272  Y           -  -5,088,354.377 (meters)                     COMP
 GA1272  Z           -   3,777,260.722 (meters)                     COMP
 GA1272  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GA1272  ELLIP HEIGHT-         372.41  (meters)          (10/23/02) GPS OBS
 GA1272  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1272  DYNAMIC HT  -         403.377 (meters)    1323.41  (feet)  COMP
 GA1272  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GA1272
 GA1272  HORZ ORDER  -  FIRST
 GA1272  VERT ORDER  -  FIRST     CLASS I
 GA1272  ELLP ORDER  -  FIRST     CLASS II
 GA1272
 GA1272.The horizontal coordinates were established by GPS observations
 GA1272.and adjusted by the National Geodetic Survey in October 2002..
 GA1272
 GA1272.The orthometric height was determined by differential leveling
 GA1272.and adjusted by the National Geodetic Survey in June 1991..
 GA1272
 GA1272.Photographs are available for this station.
 GA1272
 GA1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1272
 GA1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1272
 GA1272.The ellipsoidal height was determined by GPS observations
 GA1272.and is referenced to NAD 83.
 GA1272
 GA1272.The geoid height was determined by GEOID03.
 GA1272
 GA1272.The dynamic height is computed by dividing the NAVD 88
 GA1272.geopotential number by the normal gravity value computed on the
 GA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1272.degrees latitude (g = 980.6199 gals.).
 GA1272
 GA1272.The modeled gravity was interpolated from observed gravity values.
 GA1272
 GA1272;                    North         East     Units Scale Factor Converg.
 GA1272;SPC TN       -   250,621.100   899,441.222   MT  1.00002550   +1 57 29.6
 GA1272;SPC TN       -   822,246.06  2,950,916.74   sFT  1.00002550   +1 57 29.6
 GA1272;UTM  17      - 4,045,787.842   351,854.877   MT  0.99987040   -0 59 08.8
 GA1272
 GA1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1272!SPC TN       -   0.99994156  x   1.00002550  =   0.99996706
 GA1272!UTM  17      -   0.99994156  x   0.99987040  =   0.99981196
 GA1272
 GA1272                          SUPERSEDED SURVEY CONTROL
 GA1272
 GA1272  NAVD 88 (10/23/02)  403.74   (m)         1324.6    (f) LEVELING    3  
 GA1272  NGVD 29 (??/??/92)  403.883  (m)         1325.07   (f) ADJ UNCH    1 1
 GA1272
 GA1272.Superseded values are not recommended for survey control.
 GA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1272.See file dsdata.txt to determine how the superseded data were derived.
 GA1272
 GA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5185545788(NAD 83)
 GA1272_MARKER: DB = BENCH MARK DISK
 GA1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1272_SP_SET: OVERPASS
 GA1272_STAMPING: L 4 1930 1325.378
 GA1272_MARK LOGO: CGS   
 GA1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1272+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 GA1272
 GA1272  HISTORY     - Date     Condition        Report By
 GA1272  HISTORY     - 1930     MONUMENTED       CGS
 GA1272  HISTORY     - 1967     GOOD             NGS
 GA1272  HISTORY     - 20020114 GOOD             NGS
 GA1272  HISTORY     - 20050620 GOOD             CAS
 GA1272
 GA1272                          STATION DESCRIPTION
 GA1272
 GA1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1272'3.2 MI NE FROM CHURCH HILL.
 GA1272'ABOUT 3.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1272'RAILROAD FROM THE STATION AT CHURCH HILL, 0.35 MILE NORTHEAST
 GA1272'OF MILEPOST 51, 7 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GA1272'THE TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GA1272'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR HAMMOND AVENUE, 7
 GA1272'INCHES NORTHWEST OF A PIPE RAILING, AND ABOUT 1 1/2 FEET BELOW THE
 GA1272'LEVEL OF THE TRACK.
 GA1272
 GA1272                          STATION RECOVERY (2002)
 GA1272
 GA1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1272'THIS STATION IS 3.2 MILES NORTHEAST OF CHURCH HILL ON AN OVERPASS FOR
 GA1272'THE NORFOLK AND
 GA1272'SOUTHERN RAILROAD.  THIS STATION IS LOCATED ON TOP OF AND IN THE
 GA1272'NORTHWEST QUADRANT
 GA1272'OF BRIDGE OVER HAMMOND AVENUE. THE STATION IS 0.35 MILES NORTHEAST OF
 GA1272'THE MILEPOST 51.
 GA1272' 
 GA1272'TO REACH THIS STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND
 GA1272'HAMMOND AVENUE.
 GA1272'CONTINUE CONTINUE NORTHWEST ON HAMMOND AVENUE FOR 0.05 MILES TO THE
 GA1272'NORFOLK AND
 GA1272'SOUTHERN RAILROAD OVERPASS OVER HAMMOND AVENUE.
 GA1272' 
 GA1272'THE STATION IS 7.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1272'NORTHWEST TRACK, 0.7
 GA1272'INCHES NORTHWEST OF PIPE RAILING, 1.5 FEET BELOW THE LEVEL OF THE
 GA1272'TRACK, 18.4 FEET ABOVE
 GA1272'THE  STREET.
 GA1272'
 GA1272
 GA1272                          STATION RECOVERY (2005)
 GA1272
 GA1272'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1153 ***********************************************************************
 FC1153  DESIGNATION -  L 40
 FC1153  PID         -  FC1153
 FC1153  STATE/COUNTY-  TN/MARION
 FC1153  USGS QUAD   -  KETNER GAP (1976)
 FC1153
 FC1153                         *CURRENT SURVEY CONTROL
 FC1153  ___________________________________________________________________
 FC1153* NAD 83(1986)-  35 08 09.     (N)    085 23 12.     (W)     SCALED    
 FC1153* NAVD 88     -       283.182  (meters)     929.07   (feet)  ADJUSTED  
 FC1153  ___________________________________________________________________
 FC1153  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FC1153  DYNAMIC HT  -         282.896 (meters)     928.13  (feet)  COMP
 FC1153  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 FC1153
 FC1153  VERT ORDER  -  SECOND    CLASS 0
 FC1153
 FC1153.The horizontal coordinates were scaled from a topographic map and have
 FC1153.an estimated accuracy of +/- 6 seconds.
 FC1153
 FC1153.The orthometric height was determined by differential leveling
 FC1153.and adjusted by the National Geodetic Survey in June 1991..
 FC1153
 FC1153.The geoid height was determined by GEOID03.
 FC1153
 FC1153.The dynamic height is computed by dividing the NAVD 88
 FC1153.geopotential number by the normal gravity value computed on the
 FC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1153.degrees latitude (g = 980.6199 gals.).
 FC1153
 FC1153.The modeled gravity was interpolated from observed gravity values.
 FC1153
 FC1153;                    North         East    Units  Estimated Accuracy
 FC1153;SPC TN       -    89,210.      655,900.      MT  (+/- 180 meters Scaled)
 FC1153
 FC1153                          SUPERSEDED SURVEY CONTROL
 FC1153
 FC1153  NGVD 29 (??/??/92)  283.207  (m)          929.15   (f) ADJ UNCH    2 0
 FC1153
 FC1153.Superseded values are not recommended for survey control.
 FC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1153.See file dsdata.txt to determine how the superseded data were derived.
 FC1153
 FC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD469892(NAD 83)
 FC1153_MARKER: DB = BENCH MARK DISK
 FC1153_SETTING: 66 = SET IN ROCK OUTCROP
 FC1153_SP_SET: BEDROCK
 FC1153_STAMPING: L 40 1934
 FC1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1153+STABILITY: POSITION/ELEVATION WELL
 FC1153
 FC1153  HISTORY     - Date     Condition        Report By
 FC1153  HISTORY     - 1934     MONUMENTED       CGS
 FC1153
 FC1153                          STATION DESCRIPTION
 FC1153
 FC1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1153'9 MI W FROM CHATTANOOGA.
 FC1153'IN MARION COUNTY, 9.0 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1153'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1153'HAMILTON COUNTY, ON THE EAST SIDE OF A GROUP OF SMALL BOULDERS,
 FC1153'IN THE BED-ROCK LAWN OF THE SUCK CREEK INN IN 1935, AND IN THE
 FC1153'TOP OF A LARGE TRIANGULAR-SHAPED FLAT STONE PROJECTING 3 FEET
 FC1153'ABOVE GROUND.  A STANDARD DISK, STAMPED L 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0404 ***********************************************************************
 EE0404  DESIGNATION -  L 41
 EE0404  PID         -  EE0404
 EE0404  STATE/COUNTY-  TN/HAMILTON
 EE0404  USGS QUAD   -  HOOKER (1982)
 EE0404
 EE0404                         *CURRENT SURVEY CONTROL
 EE0404  ___________________________________________________________________
 EE0404* NAD 83(1986)-  34 59 12.     (N)    085 23 30.     (W)     SCALED    
 EE0404* NAVD 88     -       208.286  (meters)     683.35   (feet)  ADJUSTED  
 EE0404  ___________________________________________________________________
 EE0404  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0404  DYNAMIC HT  -         208.080 (meters)     682.68  (feet)  COMP
 EE0404  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EE0404
 EE0404  VERT ORDER  -  SECOND    CLASS 0
 EE0404
 EE0404.The horizontal coordinates were scaled from a topographic map and have
 EE0404.an estimated accuracy of +/- 6 seconds.
 EE0404
 EE0404.The orthometric height was determined by differential leveling
 EE0404.and adjusted by the National Geodetic Survey in June 1991..
 EE0404
 EE0404.The geoid height was determined by GEOID03.
 EE0404
 EE0404.The dynamic height is computed by dividing the NAVD 88
 EE0404.geopotential number by the normal gravity value computed on the
 EE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0404.degrees latitude (g = 980.6199 gals.).
 EE0404
 EE0404.The modeled gravity was interpolated from observed gravity values.
 EE0404
 EE0404;                    North         East    Units  Estimated Accuracy
 EE0404;SPC TN       -    72,660.      655,550.      MT  (+/- 180 meters Scaled)
 EE0404
 EE0404                          SUPERSEDED SURVEY CONTROL
 EE0404
 EE0404  NGVD 29 (??/??/92)  208.318  (m)          683.46   (f) ADJ UNCH    2 0
 EE0404
 EE0404.Superseded values are not recommended for survey control.
 EE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0404.See file dsdata.txt to determine how the superseded data were derived.
 EE0404
 EE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD467727(NAD 83)
 EE0404_MARKER: DB = BENCH MARK DISK
 EE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0404_STAMPING: L 41 1934
 EE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0404+STABILITY: SURFACE MOTION
 EE0404
 EE0404  HISTORY     - Date     Condition        Report By
 EE0404  HISTORY     - 1934     MONUMENTED       CGS
 EE0404  HISTORY     - 1950     GOOD             NGS
 EE0404  HISTORY     - 1970     MARK NOT FOUND   TVA
 EE0404
 EE0404                          STATION DESCRIPTION
 EE0404
 EE0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0404'2.1 MI NE FROM WILDWOOD.
 EE0404'IN HAMILTON COUNTY, TENNESSEE, 2.1 MILES NORTHEAST ALONG THE
 EE0404'ALABAMA GREAT SOUTHERN RAILROAD FROM WILDWOOD, DADE COUNTY,
 EE0404'GEORGIA, 1.7 MILES SOUTHWEST OF WAUHATCHIE, HAMILTON COUNTY, 0.3
 EE0404'MILE NORTHEAST OF THE TENNESSEE-GEORGIA STATE LINE, 8 POLES SOUTH
 EE0404'OF MILEPOST 7, 70 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EE0404'11, AND 50 FEET NORTHWEST OF A ROAD CROSSING.  A STANDARD DISK,
 EE0404'STAMPED L 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EE0404
 EE0404                          STATION RECOVERY (1970)
 EE0404
 EE0404'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1970
 EE0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0979 ***********************************************************************
 FC0979  DESIGNATION -  L 42
 FC0979  PID         -  FC0979
 FC0979  STATE/COUNTY-  TN/BLEDSOE
 FC0979  USGS QUAD   -  MELVINE (1977)
 FC0979
 FC0979                         *CURRENT SURVEY CONTROL
 FC0979  ___________________________________________________________________
 FC0979* NAD 83(1986)-  35 41 47.     (N)    085 06 13.     (W)     SCALED    
 FC0979* NAVD 88     -       271.566  (meters)     890.96   (feet)  ADJUSTED  
 FC0979  ___________________________________________________________________
 FC0979  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FC0979  DYNAMIC HT  -         271.313 (meters)     890.13  (feet)  COMP
 FC0979  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FC0979
 FC0979  VERT ORDER  -  SECOND    CLASS 0
 FC0979
 FC0979.The horizontal coordinates were scaled from a topographic map and have
 FC0979.an estimated accuracy of +/- 6 seconds.
 FC0979
 FC0979.The orthometric height was determined by differential leveling
 FC0979.and adjusted by the National Geodetic Survey in June 1991..
 FC0979
 FC0979.The geoid height was determined by GEOID03.
 FC0979
 FC0979.The dynamic height is computed by dividing the NAVD 88
 FC0979.geopotential number by the normal gravity value computed on the
 FC0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0979.degrees latitude (g = 980.6199 gals.).
 FC0979
 FC0979.The modeled gravity was interpolated from observed gravity values.
 FC0979
 FC0979;                    North         East    Units  Estimated Accuracy
 FC0979;SPC TN       -   151,600.      681,130.      MT  (+/- 180 meters Scaled)
 FC0979
 FC0979                          SUPERSEDED SURVEY CONTROL
 FC0979
 FC0979  NGVD 29 (??/??/92)  271.617  (m)          891.13   (f) ADJ UNCH    2 0
 FC0979
 FC0979.Superseded values are not recommended for survey control.
 FC0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0979.See file dsdata.txt to determine how the superseded data were derived.
 FC0979
 FC0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE715519(NAD 83)
 FC0979_MARKER: DB = BENCH MARK DISK
 FC0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0979_STAMPING: L 42 1934
 FC0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0979+STABILITY: SURFACE MOTION
 FC0979
 FC0979  HISTORY     - Date     Condition        Report By
 FC0979  HISTORY     - 1934     MONUMENTED       CGS
 FC0979  HISTORY     - 1934     GOOD             NGS
 FC0979  HISTORY     - 1956     GOOD             TVA
 FC0979
 FC0979                          STATION DESCRIPTION
 FC0979
 FC0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0979'8.3 MI N FROM PIKEVILLE.
 FC0979'8.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0979'COUNTY, 55 FEET SOUTH OF THE SUNNY MEADOW SCHOOL, 49 FEET
 FC0979'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND AT THE EAST EDGE
 FC0979'OF A SIDEWALK.  A STANDARD DISK, STAMPED L 42 1934 AND SET
 FC0979'IN THE TOP OF A CONCRETE POST.
 FC0979
 FC0979                          STATION RECOVERY (1956)
 FC0979
 FC0979'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1956
 FC0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1024 ***********************************************************************
 FC1024  DESIGNATION -  L 43
 FC1024  PID         -  FC1024
 FC1024  STATE/COUNTY-  TN/VAN BUREN
 FC1024  USGS QUAD   -  SPENCER (1974)
 FC1024
 FC1024                         *CURRENT SURVEY CONTROL
 FC1024  ___________________________________________________________________
 FC1024* NAD 83(1986)-  35 44 25.     (N)    085 24 40.     (W)     SCALED    
 FC1024* NAVD 88     -       360.135  (meters)    1181.54   (feet)  ADJUSTED  
 FC1024  ___________________________________________________________________
 FC1024  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FC1024  DYNAMIC HT  -         359.801 (meters)    1180.45  (feet)  COMP
 FC1024  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FC1024
 FC1024  VERT ORDER  -  SECOND    CLASS 0
 FC1024
 FC1024.The horizontal coordinates were scaled from a topographic map and have
 FC1024.an estimated accuracy of +/- 6 seconds.
 FC1024
 FC1024.The orthometric height was determined by differential leveling
 FC1024.and adjusted by the National Geodetic Survey in June 1991..
 FC1024
 FC1024.The geoid height was determined by GEOID03.
 FC1024
 FC1024.The dynamic height is computed by dividing the NAVD 88
 FC1024.geopotential number by the normal gravity value computed on the
 FC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1024.degrees latitude (g = 980.6199 gals.).
 FC1024
 FC1024.The modeled gravity was interpolated from observed gravity values.
 FC1024
 FC1024;                    North         East    Units  Estimated Accuracy
 FC1024;SPC TN       -   156,260.      653,270.      MT  (+/- 180 meters Scaled)
 FC1024
 FC1024                          SUPERSEDED SURVEY CONTROL
 FC1024
 FC1024  NGVD 29 (??/??/92)  360.186  (m)         1181.71   (f) ADJ UNCH    2 0
 FC1024
 FC1024.Superseded values are not recommended for survey control.
 FC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1024.See file dsdata.txt to determine how the superseded data were derived.
 FC1024
 FC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE436563(NAD 83)
 FC1024_MARKER: DB = BENCH MARK DISK
 FC1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1024_STAMPING: L 43 1934
 FC1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1024+STABILITY: SURFACE MOTION
 FC1024
 FC1024  HISTORY     - Date     Condition        Report By
 FC1024  HISTORY     - 1934     MONUMENTED       CGS
 FC1024  HISTORY     - 1952     GOOD             NGS
 FC1024
 FC1024                          STATION DESCRIPTION
 FC1024
 FC1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1024'4.1 MI S FROM SPENCER.
 FC1024'4.1 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1024'COUNTY, 1.1 MILES WEST UP THE MOUNTAIN FROM CANEY CREEK, IN A
 FC1024'SMALL HOLLOW, 100 FEET SOUTH OF A SHARP TURN, AND 30 FEET
 FC1024'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET EAST OF
 FC1024'L SHAPED HEADWALL.  A STANDARD DISK, STAMPED L 43 1934 AND SET IN
 FC1024'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1051 ***********************************************************************
 FC1051  DESIGNATION -  L 44
 FC1051  PID         -  FC1051
 FC1051  STATE/COUNTY-  TN/RHEA
 FC1051  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1051
 FC1051                         *CURRENT SURVEY CONTROL
 FC1051  ___________________________________________________________________
 FC1051* NAD 83(1986)-  35 31 25.     (N)    085 02 24.     (W)     SCALED    
 FC1051* NAVD 88     -       437.948  (meters)    1436.83   (feet)  ADJUSTED  
 FC1051  ___________________________________________________________________
 FC1051  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1051  DYNAMIC HT  -         437.518 (meters)    1435.42  (feet)  COMP
 FC1051  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1051
 FC1051  VERT ORDER  -  SECOND    CLASS 0
 FC1051
 FC1051.The horizontal coordinates were scaled from a topographic map and have
 FC1051.an estimated accuracy of +/- 6 seconds.
 FC1051
 FC1051.The orthometric height was determined by differential leveling
 FC1051.and adjusted by the National Geodetic Survey in June 1991..
 FC1051
 FC1051.The geoid height was determined by GEOID03.
 FC1051
 FC1051.The dynamic height is computed by dividing the NAVD 88
 FC1051.geopotential number by the normal gravity value computed on the
 FC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1051.degrees latitude (g = 980.6199 gals.).
 FC1051
 FC1051.The modeled gravity was interpolated from observed gravity values.
 FC1051
 FC1051;                    North         East    Units  Estimated Accuracy
 FC1051;SPC TN       -   132,490.      687,070.      MT  (+/- 180 meters Scaled)
 FC1051
 FC1051                          SUPERSEDED SURVEY CONTROL
 FC1051
 FC1051  NGVD 29 (??/??/92)  438.011  (m)         1437.04   (f) ADJ UNCH    2 0
 FC1051
 FC1051.Superseded values are not recommended for survey control.
 FC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1051.See file dsdata.txt to determine how the superseded data were derived.
 FC1051
 FC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE777328(NAD 83)
 FC1051_MARKER: DB = BENCH MARK DISK
 FC1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1051_STAMPING: L 44 1934
 FC1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1051+STABILITY: SURFACE MOTION
 FC1051
 FC1051  HISTORY     - Date     Condition        Report By
 FC1051  HISTORY     - 1934     MONUMENTED       CGS
 FC1051
 FC1051                          STATION DESCRIPTION
 FC1051
 FC1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1051'3.5 MI NW FROM DAYTON.
 FC1051'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA
 FC1051'COUNTY, AT CUMBERLAND SPRINGS, 120 FEET WEST OF AN ENTRANCE
 FC1051'DRIVE, 45 FEET SOUTHEAST OF A HOUSE, AND 25 FEET NORTH OF THE
 FC1051'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 44 1934
 FC1051'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2310 ***********************************************************************
 GA2310  DESIGNATION -  L 45
 GA2310  PID         -  GA2310
 GA2310  STATE/COUNTY-  TN/KNOX
 GA2310  USGS QUAD   -  GRAVESTON (1987)
 GA2310
 GA2310                         *CURRENT SURVEY CONTROL
 GA2310  ___________________________________________________________________
 GA2310* NAD 83(1986)-  36 08 21.     (N)    083 47 53.     (W)     SCALED    
 GA2310* NAVD 88     -       313.863  (meters)    1029.73   (feet)  POSTED    
 GA2310  ___________________________________________________________________
 GA2310  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2310  DYNAMIC HT  -         313.570 (meters)    1028.77  (feet)  COMP
 GA2310  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA2310
 GA2310  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2310
 GA2310.The horizontal coordinates were scaled from a topographic map and have
 GA2310.an estimated accuracy of +/- 6 seconds.
 GA2310
 GA2310.The orthometric height was determined by differential leveling
 GA2310.and adjusted by the National Geodetic Survey in 1992..
 GA2310.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2310.rate of 4.1 thru 8.0 mm/km.
 GA2310
 GA2310.The geoid height was determined by GEOID03.
 GA2310
 GA2310.The dynamic height is computed by dividing the NAVD 88
 GA2310.geopotential number by the normal gravity value computed on the
 GA2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2310.degrees latitude (g = 980.6199 gals.).
 GA2310
 GA2310.The modeled gravity was interpolated from observed gravity values.
 GA2310
 GA2310;                    North         East    Units  Estimated Accuracy
 GA2310;SPC TN       -   202,590.      798,160.      MT  (+/- 180 meters Scaled)
 GA2310
 GA2310                          SUPERSEDED SURVEY CONTROL
 GA2310
 GA2310  NGVD 29 (??/??/92)  313.937  (m)         1029.97   (f) ADJ UNCH    2 0
 GA2310
 GA2310.Superseded values are not recommended for survey control.
 GA2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2310.See file dsdata.txt to determine how the superseded data were derived.
 GA2310
 GA2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482030(NAD 83)
 GA2310_MARKER: DB = BENCH MARK DISK
 GA2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2310_STAMPING: L 45 1934
 GA2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2310+STABILITY: SURFACE MOTION
 GA2310
 GA2310  HISTORY     - Date     Condition        Report By
 GA2310  HISTORY     - 1934     MONUMENTED       CGS
 GA2310  HISTORY     - 1949     GOOD             NGS
 GA2310
 GA2310                          STATION DESCRIPTION
 GA2310
 GA2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2310'4.4 MI N FROM MALONEYVILLE.
 GA2310'4.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2310'MALONEYVILLE, KNOX COUNTY, 5 RAILS NORTH OF MILEPOST 16, 300 FEET
 GA2310'NORTH OF A SERVICE STATION, 4 RAILS SOUTH OF A ROAD CROSSING,
 GA2310'30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTHEAST
 GA2310'OF A POLE IN THE V FORMED BY THE ROAD AND THE TRACK, 17 FEET WEST
 GA2310'OF THE WEST RAIL, AND NEAR A STEEL POST WITH A CONTROL-MARKER
 GA2310'SIGN.  A STANDARD DISK, STAMPED L 45 1934 AND SET IN THE TOP OF A
 GA2310'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2688 ***********************************************************************
 GA2688  DESIGNATION -  L 46
 GA2688  PID         -  GA2688
 GA2688  STATE/COUNTY-  TN/CLAIBORNE
 GA2688  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2688
 GA2688                         *CURRENT SURVEY CONTROL
 GA2688  ___________________________________________________________________
 GA2688* NAD 83(1986)-  36 32 57.     (N)    083 40 12.     (W)     SCALED    
 GA2688* NAVD 88     -       373.263  (meters)    1224.61   (feet)  ADJUSTED  
 GA2688  ___________________________________________________________________
 GA2688  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2688  DYNAMIC HT  -         372.935 (meters)    1223.54  (feet)  COMP
 GA2688  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 GA2688
 GA2688  VERT ORDER  -  SECOND    CLASS 0
 GA2688
 GA2688.The horizontal coordinates were scaled from a topographic map and have
 GA2688.an estimated accuracy of +/- 6 seconds.
 GA2688
 GA2688.The orthometric height was determined by differential leveling
 GA2688.and adjusted by the National Geodetic Survey in June 1991..
 GA2688
 GA2688.The geoid height was determined by GEOID03.
 GA2688
 GA2688.The dynamic height is computed by dividing the NAVD 88
 GA2688.geopotential number by the normal gravity value computed on the
 GA2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2688.degrees latitude (g = 980.6199 gals.).
 GA2688
 GA2688.The modeled gravity was interpolated from observed gravity values.
 GA2688
 GA2688;                    North         East    Units  Estimated Accuracy
 GA2688;SPC TN       -   248,340.      808,600.      MT  (+/- 180 meters Scaled)
 GA2688
 GA2688                          SUPERSEDED SURVEY CONTROL
 GA2688
 GA2688  NGVD 29 (??/??/92)  373.409  (m)         1225.09   (f) ADJ UNCH    2 0
 GA2688
 GA2688.Superseded values are not recommended for survey control.
 GA2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2688.See file dsdata.txt to determine how the superseded data were derived.
 GA2688
 GA2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA610481(NAD 83)
 GA2688_MARKER: DB = BENCH MARK DISK
 GA2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2688_STAMPING: L 46 1934
 GA2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2688+STABILITY: SURFACE MOTION
 GA2688
 GA2688  HISTORY     - Date     Condition        Report By
 GA2688  HISTORY     - 1934     MONUMENTED       CGS
 GA2688
 GA2688                          STATION DESCRIPTION
 GA2688
 GA2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2688'AT ARTHUR.
 GA2688'AT ARTHUR, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 6 RAILS
 GA2688'NORTH OF THE STATION, AT MILEPOST 61, 25 FEET NORTH OF THE
 GA2688'CROSSING OF STATE HIGHWAY 63, 25 FEET WEST OF THE TRACK, AND
 GA2688'3 FEET OUTSIDE A ROW OF POLES.  A STANDARD DISK, STAMPED L
 GA2688'46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0967 ***********************************************************************
 GB0967  DESIGNATION -  L 48
 GB0967  PID         -  GB0967
 GB0967  STATE/COUNTY-  TN/FENTRESS
 GB0967  USGS QUAD   -  GRIMSLEY (1984)
 GB0967
 GB0967                         *CURRENT SURVEY CONTROL
 GB0967  ___________________________________________________________________
 GB0967* NAD 83(1986)-  36 20 35.     (N)    084 57 08.     (W)     SCALED    
 GB0967* NAVD 88     -       516.072  (meters)    1693.15   (feet)  ADJUSTED  
 GB0967  ___________________________________________________________________
 GB0967  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0967  DYNAMIC HT  -         515.615 (meters)    1691.65  (feet)  COMP
 GB0967  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0967
 GB0967  VERT ORDER  -  SECOND    CLASS 0
 GB0967
 GB0967.The horizontal coordinates were scaled from a topographic map and have
 GB0967.an estimated accuracy of +/- 6 seconds.
 GB0967
 GB0967.The orthometric height was determined by differential leveling
 GB0967.and adjusted by the National Geodetic Survey in June 1991..
 GB0967
 GB0967.The geoid height was determined by GEOID03.
 GB0967
 GB0967.The dynamic height is computed by dividing the NAVD 88
 GB0967.geopotential number by the normal gravity value computed on the
 GB0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0967.degrees latitude (g = 980.6199 gals.).
 GB0967
 GB0967.The modeled gravity was interpolated from observed gravity values.
 GB0967
 GB0967;                    North         East    Units  Estimated Accuracy
 GB0967;SPC TN       -   223,480.      694,060.      MT  (+/- 180 meters Scaled)
 GB0967
 GB0967                          SUPERSEDED SURVEY CONTROL
 GB0967
 GB0967  NGVD 29 (??/??/92)  516.172  (m)         1693.47   (f) ADJ UNCH    2 0
 GB0967
 GB0967.Superseded values are not recommended for survey control.
 GB0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0967.See file dsdata.txt to determine how the superseded data were derived.
 GB0967
 GB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF837239(NAD 83)
 GB0967_MARKER: DB = BENCH MARK DISK
 GB0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0967_STAMPING: L 48 1934
 GB0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0967+STABILITY: SURFACE MOTION
 GB0967
 GB0967  HISTORY     - Date     Condition        Report By
 GB0967  HISTORY     - 1934     MONUMENTED       CGS
 GB0967  HISTORY     - 1954     MARK NOT FOUND   USGS
 GB0967  HISTORY     - 1954     MARK NOT FOUND   NGS
 GB0967
 GB0967                          STATION DESCRIPTION
 GB0967
 GB0967'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GB0967'5.8 MI NE FROM GRIMSLEY.
 GB0967'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMSLEY,
 GB0967'FENTRESS COUNTY, 65 FEET NORTHEAST OF A SMALL DRAIN, 26 FEET
 GB0967'EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET BACK FROM THE
 GB0967'EDGE OF A BANK, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 GB0967'A STANDARD DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A
 GB0967'CONCRETE POST.  NOTE-- THE MARK SHOULD BE LOCATED ABOUT 10
 GB0967'FEET INSIDE THE EDGE OF A CULTIVATED FIELD.  THE FARMER WHO
 GB0967'OWNS THE LAND COULD GIVE NO INFORMATION.  THE AREA WAS SEARCHED
 GB0967'BUT MARK COULD NOT BE FOUND.
 GB0967
 GB0967                          STATION RECOVERY (1954)
 GB0967
 GB0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GB0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0534 ***********************************************************************
 GB0534  DESIGNATION -  L 49
 GB0534  PID         -  GB0534
 GB0534  STATE/COUNTY-  TN/SCOTT
 GB0534  USGS QUAD   -  HUNTSVILLE (1987)
 GB0534
 GB0534                         *CURRENT SURVEY CONTROL
 GB0534  ___________________________________________________________________
 GB0534* NAD 83(1986)-  36 24 31.     (N)    084 27 18.     (W)     SCALED    
 GB0534* NAVD 88     -       383.117  (meters)    1256.94   (feet)  ADJUSTED  
 GB0534  ___________________________________________________________________
 GB0534  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB0534  DYNAMIC HT  -         382.794 (meters)    1255.88  (feet)  COMP
 GB0534  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GB0534
 GB0534  VERT ORDER  -  SECOND    CLASS 0
 GB0534
 GB0534.The horizontal coordinates were scaled from a topographic map and have
 GB0534.an estimated accuracy of +/- 6 seconds.
 GB0534
 GB0534.The orthometric height was determined by differential leveling
 GB0534.and adjusted by the National Geodetic Survey in June 1991..
 GB0534
 GB0534.The geoid height was determined by GEOID03.
 GB0534
 GB0534.The dynamic height is computed by dividing the NAVD 88
 GB0534.geopotential number by the normal gravity value computed on the
 GB0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0534.degrees latitude (g = 980.6199 gals.).
 GB0534
 GB0534.The modeled gravity was interpolated from observed gravity values.
 GB0534
 GB0534;                    North         East    Units  Estimated Accuracy
 GB0534;SPC TN       -   231,350.      738,580.      MT  (+/- 180 meters Scaled)
 GB0534
 GB0534                          SUPERSEDED SURVEY CONTROL
 GB0534
 GB0534  NGVD 29 (??/??/92)  383.248  (m)         1257.37   (f) ADJ UNCH    2 0
 GB0534
 GB0534.Superseded values are not recommended for survey control.
 GB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0534.See file dsdata.txt to determine how the superseded data were derived.
 GB0534
 GB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF282322(NAD 83)
 GB0534_MARKER: DB = BENCH MARK DISK
 GB0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0534_STAMPING: L 49 1934
 GB0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0534+STABILITY: SURFACE MOTION
 GB0534
 GB0534  HISTORY     - Date     Condition        Report By
 GB0534  HISTORY     - 1934     MONUMENTED       CGS
 GB0534
 GB0534                          STATION DESCRIPTION
 GB0534
 GB0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0534'1.9 MI E FROM HUNTSVILLE.
 GB0534'1.9 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0534'COUNTY, 0.1 MILE EAST OF A CHURCH (NEW IN 1934), 175 FEET SOUTH OF
 GB0534'A FARMHOUSE, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GB0534'2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED L 49 1934 AND
 GB0534'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0584 ***********************************************************************
 GB0584  DESIGNATION -  L 50
 GB0584  PID         -  GB0584
 GB0584  STATE/COUNTY-  TN/ANDERSON
 GB0584  USGS QUAD   -  NORRIS (1990)
 GB0584
 GB0584                         *CURRENT SURVEY CONTROL
 GB0584  ___________________________________________________________________
 GB0584* NAD 83(1986)-  36 09 01.     (N)    084 07 14.     (W)     SCALED    
 GB0584* NAVD 88     -       257.943  (meters)     846.27   (feet)  ADJUSTED  
 GB0584  ___________________________________________________________________
 GB0584  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB0584  DYNAMIC HT  -         257.709 (meters)     845.50  (feet)  COMP
 GB0584  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GB0584
 GB0584  VERT ORDER  -  SECOND    CLASS 0
 GB0584
 GB0584.The horizontal coordinates were scaled from a topographic map and have
 GB0584.an estimated accuracy of +/- 6 seconds.
 GB0584
 GB0584.The orthometric height was determined by differential leveling
 GB0584.and adjusted by the National Geodetic Survey in June 1991..
 GB0584
 GB0584.The geoid height was determined by GEOID03.
 GB0584
 GB0584.The dynamic height is computed by dividing the NAVD 88
 GB0584.geopotential number by the normal gravity value computed on the
 GB0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0584.degrees latitude (g = 980.6199 gals.).
 GB0584
 GB0584.The modeled gravity was interpolated from observed gravity values.
 GB0584
 GB0584;                    North         East    Units  Estimated Accuracy
 GB0584;SPC TN       -   203,210.      769,120.      MT  (+/- 180 meters Scaled)
 GB0584
 GB0584                          SUPERSEDED SURVEY CONTROL
 GB0584
 GB0584  NGVD 29 (??/??/92)  258.079  (m)          846.71   (f) ADJ UNCH    2 0
 GB0584
 GB0584.Superseded values are not recommended for survey control.
 GB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0584.See file dsdata.txt to determine how the superseded data were derived.
 GB0584
 GB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF590044(NAD 83)
 GB0584_MARKER: DB = BENCH MARK DISK
 GB0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0584_STAMPING: L 50 1934
 GB0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0584+STABILITY: SURFACE MOTION
 GB0584
 GB0584  HISTORY     - Date     Condition        Report By
 GB0584  HISTORY     - 1934     MONUMENTED       CGS
 GB0584  HISTORY     - 1949     GOOD             NGS
 GB0584  HISTORY     - 1973     GOOD             TVA
 GB0584
 GB0584                          STATION DESCRIPTION
 GB0584
 GB0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0584'4.3 MI N FROM CLINTON.
 GB0584'4.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GB0584'CLINTON, ANDERSON COUNTY, AT MAPLE, 5 FEET NORTH OF THE STATION
 GB0584'SIGN, 65 FEET NORTH OF A SWITCH STAND, AND 14 FEET EAST OF THE MAIN
 GB0584'TRACK.  A STANDARD DISK, STAMPED L 50 1934 AND SET IN THE TOP
 GB0584'OF A CONCRETE POST.
 GB0584
 GB0584                          STATION RECOVERY (1973)
 GB0584
 GB0584'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0117 ***********************************************************************
 GB0117  DESIGNATION -  L 51
 GB0117  PID         -  GB0117
 GB0117  STATE/COUNTY-  TN/CAMPBELL
 GB0117  USGS QUAD   -  JELLICO EAST (1982)
 GB0117
 GB0117                         *CURRENT SURVEY CONTROL
 GB0117  ___________________________________________________________________
 GB0117* NAD 83(1986)-  36 32 52.     (N)    084 00 11.     (W)     SCALED    
 GB0117* NAVD 88     -       330.452  (meters)    1084.16   (feet)  ADJUSTED  
 GB0117  ___________________________________________________________________
 GB0117  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB0117  DYNAMIC HT  -         330.163 (meters)    1083.21  (feet)  COMP
 GB0117  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GB0117
 GB0117  VERT ORDER  -  SECOND    CLASS 0
 GB0117
 GB0117.The horizontal coordinates were scaled from a topographic map and have
 GB0117.an estimated accuracy of +/- 6 seconds.
 GB0117
 GB0117.The orthometric height was determined by differential leveling
 GB0117.and adjusted by the National Geodetic Survey in June 1991..
 GB0117.WARNING-Repeat measurements at this control monument indicate possible
 GB0117.vertical movement.
 GB0117
 GB0117.The geoid height was determined by GEOID03.
 GB0117
 GB0117.The dynamic height is computed by dividing the NAVD 88
 GB0117.geopotential number by the normal gravity value computed on the
 GB0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0117.degrees latitude (g = 980.6199 gals.).
 GB0117
 GB0117.The modeled gravity was interpolated from observed gravity values.
 GB0117
 GB0117;                    North         East    Units  Estimated Accuracy
 GB0117;SPC TN       -   247,520.      778,790.      MT  (+/- 180 meters Scaled)
 GB0117
 GB0117                          SUPERSEDED SURVEY CONTROL
 GB0117
 GB0117  NGVD 29 (??/??/92)  330.597  (m)         1084.63   (f) ADJ UNCH    2 0
 GB0117
 GB0117.Superseded values are not recommended for survey control.
 GB0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0117.See file dsdata.txt to determine how the superseded data were derived.
 GB0117
 GB0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF682488(NAD 83)
 GB0117_MARKER: DB = BENCH MARK DISK
 GB0117_SETTING: 66 = SET IN ROCK OUTCROP
 GB0117_SP_SET: ROCK LEDGE
 GB0117_STAMPING: L 51 1934
 GB0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0117+STABILITY: POSITION/ELEVATION WELL
 GB0117
 GB0117  HISTORY     - Date     Condition        Report By
 GB0117  HISTORY     - 1934     MONUMENTED       CGS
 GB0117  HISTORY     - 1953     MARK NOT FOUND   USGS
 GB0117
 GB0117                          STATION DESCRIPTION
 GB0117
 GB0117'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GB0117'1.5 MI NW FROM ANTHRAS.
 GB0117'1.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM ANTHRAS,
 GB0117'CAMPBELL COUNTY, 11 RAILS WEST OF MILEPOST 75, 7 FEET NORTH
 GB0117'OF THE NORTH RAIL, IN THE TOP OF A SANDSTONE LEDGE, AND ABOUT
 GB0117'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0575 ***********************************************************************
 GA0575  DESIGNATION -  L 52
 GA0575  PID         -  GA0575
 GA0575  STATE/COUNTY-  TN/WASHINGTON
 GA0575  USGS QUAD   -  JOHNSON CITY (1968)
 GA0575
 GA0575                         *CURRENT SURVEY CONTROL
 GA0575  ___________________________________________________________________
 GA0575* NAD 83(1986)-  36 18 53.     (N)    082 21 10.     (W)     SCALED    
 GA0575* NAVD 88     -       495.447  (meters)    1625.48   (feet)  ADJUSTED  
 GA0575  ___________________________________________________________________
 GA0575  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0575  DYNAMIC HT  -         494.978 (meters)    1623.94  (feet)  COMP
 GA0575  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 GA0575
 GA0575  VERT ORDER  -  SECOND    CLASS 0
 GA0575
 GA0575.The horizontal coordinates were scaled from a topographic map and have
 GA0575.an estimated accuracy of +/- 6 seconds.
 GA0575
 GA0575.The orthometric height was determined by differential leveling
 GA0575.and adjusted by the National Geodetic Survey in June 1991..
 GA0575
 GA0575.The geoid height was determined by GEOID03.
 GA0575
 GA0575.The dynamic height is computed by dividing the NAVD 88
 GA0575.geopotential number by the normal gravity value computed on the
 GA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0575.degrees latitude (g = 980.6199 gals.).
 GA0575
 GA0575.The modeled gravity was interpolated from observed gravity values.
 GA0575
 GA0575;                    North         East    Units  Estimated Accuracy
 GA0575;SPC TN       -   225,940.      927,450.      MT  (+/- 180 meters Scaled)
 GA0575
 GA0575                          SUPERSEDED SURVEY CONTROL
 GA0575
 GA0575  NGVD 29 (??/??/92)  495.591  (m)         1625.95   (f) ADJ UNCH    2 0
 GA0575
 GA0575.Superseded values are not recommended for survey control.
 GA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0575.See file dsdata.txt to determine how the superseded data were derived.
 GA0575
 GA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785197(NAD 83)
 GA0575_MARKER: DB = BENCH MARK DISK
 GA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0575_STAMPING: L 52 1934
 GA0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0575+STABILITY: SURFACE MOTION
 GA0575
 GA0575  HISTORY     - Date     Condition        Report By
 GA0575  HISTORY     - 1934     MONUMENTED       CGS
 GA0575  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0575
 GA0575                          STATION DESCRIPTION
 GA0575
 GA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0575'AT JOHNSON CITY.
 GA0575'AT JOHNSON CITY, WASHINGTON COUNTY, ON THE CLINCHFIELD RAILROAD,
 GA0575'AT THE NORTHEAST CORNER OF THE BUS TERMINAL YARD, 16 FEET WEST
 GA0575'OF THE NEAR SIDING RAIL, AND 2 FEET SOUTHWEST OF THE SIDEWALKS.  A
 GA0575'STANDARD DISK, STAMPED L 52 1934 AND SET IN THE TOP OF A CONCRETE
 GA0575'POST.
 GA0575
 GA0575                          STATION RECOVERY (2001)
 GA0575
 GA0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1205 ***********************************************************************
 FB1205  DESIGNATION -  L 53
 FB1205  PID         -  FB1205
 FB1205  STATE/COUNTY-  TN/SEVIER
 FB1205  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1205
 FB1205                         *CURRENT SURVEY CONTROL
 FB1205  ___________________________________________________________________
 FB1205* NAD 83(1986)-  35 38 20.     (N)    083 29 17.     (W)     SCALED    
 FB1205* NAVD 88     -       945.321  (meters)    3101.44   (feet)  ADJUSTED  
 FB1205  ___________________________________________________________________
 FB1205  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FB1205  DYNAMIC HT  -         944.295 (meters)    3098.07  (feet)  COMP
 FB1205  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 FB1205
 FB1205  VERT ORDER  -  SECOND    CLASS 0
 FB1205
 FB1205.The horizontal coordinates were scaled from a topographic map and have
 FB1205.an estimated accuracy of +/- 6 seconds.
 FB1205
 FB1205.The orthometric height was determined by differential leveling
 FB1205.and adjusted by the National Geodetic Survey in June 1991..
 FB1205
 FB1205.The geoid height was determined by GEOID03.
 FB1205
 FB1205.The dynamic height is computed by dividing the NAVD 88
 FB1205.geopotential number by the normal gravity value computed on the
 FB1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1205.degrees latitude (g = 980.6199 gals.).
 FB1205
 FB1205.The modeled gravity was interpolated from observed gravity values.
 FB1205
 FB1205;                    North         East    Units  Estimated Accuracy
 FB1205;SPC TN       -   147,770.      827,480.      MT  (+/- 180 meters Scaled)
 FB1205
 FB1205                          SUPERSEDED SURVEY CONTROL
 FB1205
 FB1205  NGVD 29 (??/??/92)  945.361  (m)         3101.57   (f) ADJ UNCH    2 0
 FB1205
 FB1205.Superseded values are not recommended for survey control.
 FB1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1205.See file dsdata.txt to determine how the superseded data were derived.
 FB1205
 FB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV747467(NAD 83)
 FB1205_MARKER: DB = BENCH MARK DISK
 FB1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1205_STAMPING: L 53 1934
 FB1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1205+STABILITY: SURFACE MOTION
 FB1205
 FB1205  HISTORY     - Date     Condition        Report By
 FB1205  HISTORY     - 1934     MONUMENTED       CGS
 FB1205  HISTORY     - 1934     GOOD             NGS
 FB1205
 FB1205                          STATION DESCRIPTION
 FB1205
 FB1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1205'8.3 MI SE FROM GATLINBURG.
 FB1205'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1205'SEVIER COUNTY, AT THE EDGE OF A SMALL HOLLOW, AND 35 FEET EAST
 FB1205'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FB1205'L 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0160 ***********************************************************************
 FC0160  DESIGNATION -  L 54
 FC0160  PID         -  FC0160
 FC0160  STATE/COUNTY-  TN/MONROE
 FC0160  USGS QUAD   -  VONORE (1986)
 FC0160
 FC0160                         *CURRENT SURVEY CONTROL
 FC0160  ___________________________________________________________________
 FC0160* NAD 83(1986)-  35 34 03.     (N)    084 08 36.     (W)     SCALED    
 FC0160* NAVD 88     -       248.373  (meters)     814.87   (feet)  ADJUSTED  
 FC0160  ___________________________________________________________________
 FC0160  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0160  DYNAMIC HT  -         248.136 (meters)     814.09  (feet)  COMP
 FC0160  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FC0160
 FC0160  VERT ORDER  -  SECOND    CLASS 0
 FC0160
 FC0160.The horizontal coordinates were scaled from a topographic map and have
 FC0160.an estimated accuracy of +/- 6 seconds.
 FC0160
 FC0160.The orthometric height was determined by differential leveling
 FC0160.and adjusted by the National Geodetic Survey in June 1991..
 FC0160
 FC0160.The geoid height was determined by GEOID03.
 FC0160
 FC0160.The dynamic height is computed by dividing the NAVD 88
 FC0160.geopotential number by the normal gravity value computed on the
 FC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0160.degrees latitude (g = 980.6199 gals.).
 FC0160
 FC0160.The modeled gravity was interpolated from observed gravity values.
 FC0160
 FC0160;                    North         East    Units  Estimated Accuracy
 FC0160;SPC TN       -   138,530.      768,300.      MT  (+/- 180 meters Scaled)
 FC0160
 FC0160                          SUPERSEDED SURVEY CONTROL
 FC0160
 FC0160  NGVD 29 (??/??/92)  248.494  (m)          815.27   (f) ADJ UNCH    2 0
 FC0160
 FC0160.Superseded values are not recommended for survey control.
 FC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0160.See file dsdata.txt to determine how the superseded data were derived.
 FC0160
 FC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE588397(NAD 83)
 FC0160_MARKER: DB = BENCH MARK DISK
 FC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0160_STAMPING: L 54 1934
 FC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0160+STABILITY: SURFACE MOTION
 FC0160
 FC0160  HISTORY     - Date     Condition        Report By
 FC0160  HISTORY     - 1934     MONUMENTED       CGS
 FC0160
 FC0160                          STATION DESCRIPTION
 FC0160
 FC0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0160'AT BACONS SPRINGS.
 FC0160'AT BACON SPRINGS, MONROE COUNTY, ON STATE HIGHWAY 72, AT THE
 FC0160'FOOT OF A HILL, OPPOSITE A LARGE BARN, 40 FEET NORTH OF A
 FC0160'SPRINGHOUSE, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FC0160'A STANDARD DISK, STAMPED L 54 1934 AND SET IN THE TOP OF A
 FC0160'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1570 ***********************************************************************
 GA1570  DESIGNATION -  L 55
 GA1570  PID         -  GA1570
 GA1570  STATE/COUNTY-  TN/HAWKINS
 GA1570  USGS QUAD   -  KYLES FORD (1969)
 GA1570
 GA1570                         *CURRENT SURVEY CONTROL
 GA1570  ___________________________________________________________________
 GA1570* NAD 83(1986)-  36 30 15.     (N)    083 01 04.     (W)     SCALED    
 GA1570* NAVD 88     -       482.361  (meters)    1582.55   (feet)  ADJUSTED  
 GA1570  ___________________________________________________________________
 GA1570  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1570  DYNAMIC HT  -         481.923 (meters)    1581.11  (feet)  COMP
 GA1570  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA1570
 GA1570  VERT ORDER  -  SECOND    CLASS 0
 GA1570
 GA1570.The horizontal coordinates were scaled from a topographic map and have
 GA1570.an estimated accuracy of +/- 6 seconds.
 GA1570
 GA1570.The orthometric height was determined by differential leveling
 GA1570.and adjusted by the National Geodetic Survey in June 1991..
 GA1570
 GA1570.The geoid height was determined by GEOID03.
 GA1570
 GA1570.The dynamic height is computed by dividing the NAVD 88
 GA1570.geopotential number by the normal gravity value computed on the
 GA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1570.degrees latitude (g = 980.6199 gals.).
 GA1570
 GA1570.The modeled gravity was interpolated from observed gravity values.
 GA1570
 GA1570;                    North         East    Units  Estimated Accuracy
 GA1570;SPC TN       -   244,930.      867,130.      MT  (+/- 180 meters Scaled)
 GA1570
 GA1570                          SUPERSEDED SURVEY CONTROL
 GA1570
 GA1570  NGVD 29 (??/??/92)  482.503  (m)         1583.01   (f) ADJ UNCH    2 0
 GA1570
 GA1570.Superseded values are not recommended for survey control.
 GA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1570.See file dsdata.txt to determine how the superseded data were derived.
 GA1570
 GA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA192417(NAD 83)
 GA1570_MARKER: DB = BENCH MARK DISK
 GA1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1570+STABILITY: SURFACE MOTION
 GA1570
 GA1570  HISTORY     - Date     Condition        Report By
 GA1570  HISTORY     - UNK      MONUMENTED       CGS
 GA1570  HISTORY     - 1934     GOOD             NGS
 GA1570
 GA1570                          STATION DESCRIPTION
 GA1570
 GA1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1570'11.2 MI N FROM ROGERSVILLE.
 GA1570'ALONG STATE HIGHWAY 70, AT THE FIRST SWITCHBACK GOING UP CLINCH
 GA1570'MOUNTAIN, 45 FEET NORTH OF CENTER OF HIGHWAY FROM CENTER OF
 GA1570'SWITCHBACK, WHERE ROAD TURNS FROM GOING WEST TO GOING EAST,
 GA1570'3 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1571 ***********************************************************************
 GA1571  DESIGNATION -  L 55 RESET
 GA1571  PID         -  GA1571
 GA1571  STATE/COUNTY-  TN/HAWKINS
 GA1571  USGS QUAD   -  KYLES FORD (1969)
 GA1571
 GA1571                         *CURRENT SURVEY CONTROL
 GA1571  ___________________________________________________________________
 GA1571* NAD 83(1986)-  36 30 15.     (N)    083 01 04.     (W)     SCALED    
 GA1571* NAVD 88     -       483.20   (+/-2cm)    1585.3    (feet)  VERTCON   
 GA1571  ___________________________________________________________________
 GA1571  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1571
 GA1571  VERT ORDER  -  THIRD (See Below)
 GA1571
 GA1571.The horizontal coordinates were scaled from a topographic map and have
 GA1571.an estimated accuracy of +/- 6 seconds.
 GA1571
 GA1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1571.The vertical order pertains to the NGVD 29 superseded value.
 GA1571
 GA1571.The geoid height was determined by GEOID03.
 GA1571
 GA1571;                    North         East    Units  Estimated Accuracy
 GA1571;SPC TN       -   244,930.      867,130.      MT  (+/- 180 meters Scaled)
 GA1571
 GA1571                          SUPERSEDED SURVEY CONTROL
 GA1571
 GA1571  NGVD 29 (??/??/??)  483.34   (m)         1585.8    (f) RESET       3  
 GA1571
 GA1571.Superseded values are not recommended for survey control.
 GA1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1571.See file dsdata.txt to determine how the superseded data were derived.
 GA1571
 GA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA192417(NAD 83)
 GA1571_MARKER: DD = SURVEY DISK
 GA1571_SETTING: 0 = UNSPECIFIED SETTING
 GA1571_STAMPING: L 55 RESET 1950
 GA1571_MARK LOGO: TVA   
 GA1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1571
 GA1571  HISTORY     - Date     Condition        Report By
 GA1571  HISTORY     - 1950     MONUMENTED       TVA
 GA1571
 GA1571                          STATION DESCRIPTION
 GA1571
 GA1571'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA1571'11 MI N FROM ROGERSVILLE.
 GA1571'11 MILES NORTH ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA1571'AT ROGERSVILLE, ON THE SOUTHEAST SLOPE OF CLINCH MOUNTAIN,
 GA1571'AT THE FIRST SWITCHBACK IN THE NEW HIGHWAY FROM THE FOOT OF THE
 GA1571'MOUNTAIN, 210 FEET NORTH OF THE CENTERLINE OF THE NEW HIGHWAY,
 GA1571'50 FEET NORTH OF THE NORTHEAST SIDE OF THE HIGHWAY RIGHT-OF-WAY,
 GA1571'71 FEET SOUTHWEST OF THE CENTERLINE OF A SMALL DRAIN, 21.2 FEET
 GA1571'SOUTHWEST OF A NAIL AND BOTTLE CAP IN A 3-PRONGED 12-INCH
 GA1571'HICKORY, 29 FEET SOUTHEAST OF A NAIL AND BOTTLE CAP IN A 15-INCH
 GA1571'CHESTNUT OAK, 13.6 FEET NORTH OF A NAIL AND BOTTLE CAP IN A
 GA1571'4-INCH DOGWOOD AND 1.2 FEET SOUTHWEST OF A STEEL POST WITH
 GA1571'CONTROL-MARKER SIGN.  THIS BENCH MARK WAS ESTABLISHED AND ITS
 GA1571'ELEVATION DETERMINED BY ENGINEERS OF THE TENNESSEE VALLEY
 GA1571'AUTHORITY IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0748 ***********************************************************************
 GA0748  DESIGNATION -  L 56
 GA0748  PID         -  GA0748
 GA0748  STATE/COUNTY-  TN/GREENE
 GA0748  USGS QUAD   -  GREENEVILLE (1961)
 GA0748
 GA0748                         *CURRENT SURVEY CONTROL
 GA0748  ___________________________________________________________________
 GA0748* NAD 83(1986)-  36 10 35.     (N)    082 48 30.     (W)     SCALED    
 GA0748* NAVD 88     -       477.698  (meters)    1567.25   (feet)  ADJUSTED  
 GA0748  ___________________________________________________________________
 GA0748  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0748  DYNAMIC HT  -         477.245 (meters)    1565.76  (feet)  COMP
 GA0748  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 GA0748
 GA0748  VERT ORDER  -  SECOND    CLASS 0
 GA0748
 GA0748.The horizontal coordinates were scaled from a topographic map and have
 GA0748.an estimated accuracy of +/- 6 seconds.
 GA0748
 GA0748.The orthometric height was determined by differential leveling
 GA0748.and adjusted by the National Geodetic Survey in June 1991..
 GA0748
 GA0748.The geoid height was determined by GEOID03.
 GA0748
 GA0748.The dynamic height is computed by dividing the NAVD 88
 GA0748.geopotential number by the normal gravity value computed on the
 GA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0748.degrees latitude (g = 980.6199 gals.).
 GA0748
 GA0748.The modeled gravity was interpolated from observed gravity values.
 GA0748
 GA0748;                    North         East    Units  Estimated Accuracy
 GA0748;SPC TN       -   209,170.      887,070.      MT  (+/- 180 meters Scaled)
 GA0748
 GA0748                          SUPERSEDED SURVEY CONTROL
 GA0748
 GA0748  NGVD 29 (??/??/92)  477.824  (m)         1567.66   (f) ADJ UNCH    2 0
 GA0748
 GA0748.Superseded values are not recommended for survey control.
 GA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0748.See file dsdata.txt to determine how the superseded data were derived.
 GA0748
 GA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA373050(NAD 83)
 GA0748_MARKER: DB = BENCH MARK DISK
 GA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0748_STAMPING: L 56 1934
 GA0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0748+STABILITY: SURFACE MOTION
 GA0748
 GA0748  HISTORY     - Date     Condition        Report By
 GA0748  HISTORY     - 1934     MONUMENTED       CGS
 GA0748  HISTORY     - 1961     MARK NOT FOUND   NGS
 GA0748
 GA0748                          STATION DESCRIPTION
 GA0748
 GA0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0748'1.8 MI NE FROM GREENEVILLE.
 GA0748'1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0748'AT GREENEVILLE, GREENE COUNTY, AT MILEAGE 54.9, 30 FEET WEST OF
 GA0748'PRIVATE CROSSING, 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GA0748'TRACK, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 GA0748'L 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0634 ***********************************************************************
 GA0634  DESIGNATION -  L 57
 GA0634  PID         -  GA0634
 GA0634  STATE/COUNTY-  TN/WASHINGTON
 GA0634  USGS QUAD   -  BOONE DAM (1968)
 GA0634
 GA0634                         *CURRENT SURVEY CONTROL
 GA0634  ___________________________________________________________________
 GA0634* NAD 83(1986)-  36 22 42.     (N)    082 26 15.     (W)     SCALED    
 GA0634* NAVD 88     -       492.639  (meters)    1616.27   (feet)  ADJUSTED  
 GA0634  ___________________________________________________________________
 GA0634  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0634  DYNAMIC HT  -         492.175 (meters)    1614.74  (feet)  COMP
 GA0634  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 GA0634
 GA0634  VERT ORDER  -  SECOND    CLASS 0
 GA0634
 GA0634.The horizontal coordinates were scaled from a topographic map and have
 GA0634.an estimated accuracy of +/- 6 seconds.
 GA0634
 GA0634.The orthometric height was determined by differential leveling
 GA0634.and adjusted by the National Geodetic Survey in June 1991..
 GA0634
 GA0634.The geoid height was determined by GEOID03.
 GA0634
 GA0634.The dynamic height is computed by dividing the NAVD 88
 GA0634.geopotential number by the normal gravity value computed on the
 GA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0634.degrees latitude (g = 980.6199 gals.).
 GA0634
 GA0634.The modeled gravity was interpolated from observed gravity values.
 GA0634
 GA0634;                    North         East    Units  Estimated Accuracy
 GA0634;SPC TN       -   232,710.      919,590.      MT  (+/- 180 meters Scaled)
 GA0634
 GA0634                          SUPERSEDED SURVEY CONTROL
 GA0634
 GA0634  NGVD 29 (??/??/92)  492.785  (m)         1616.75   (f) ADJ UNCH    2 0
 GA0634
 GA0634.Superseded values are not recommended for survey control.
 GA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0634.See file dsdata.txt to determine how the superseded data were derived.
 GA0634
 GA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA710268(NAD 83)
 GA0634_MARKER: DB = BENCH MARK DISK
 GA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0634_STAMPING: L 57 1934
 GA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0634+STABILITY: SURFACE MOTION
 GA0634
 GA0634  HISTORY     - Date     Condition        Report By
 GA0634  HISTORY     - 1934     MONUMENTED       CGS
 GA0634  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 GA0634
 GA0634                          STATION DESCRIPTION
 GA0634
 GA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0634'8.7 MI NW FROM JOHNSON CITY.
 GA0634'8.7 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0634'CITY, WASHINGTON COUNTY, 20 RAILS NORTH OF THE STATION AT BOONE,
 GA0634'AT MILEAGE 111.5, 16 FEET NORTH OF A PRIVATE-ROAD CROSSING,
 GA0634'24 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 9 FEET NORTH OF A
 GA0634'CORNER FENCE POST.  A STANDARD DISK, STAMPED L 57 1934 AND SET
 GA0634'IN THE TOP OF A CONCRETE POST.
 GA0634
 GA0634                          STATION RECOVERY (1979)
 GA0634
 GA0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0562 ***********************************************************************
 GA0562  DESIGNATION -  L 58
 GA0562  PID         -  GA0562
 GA0562  STATE/COUNTY-  TN/WASHINGTON
 GA0562  USGS QUAD   -  JONESBOROUGH (1968)
 GA0562
 GA0562                         *CURRENT SURVEY CONTROL
 GA0562  ___________________________________________________________________
 GA0562* NAD 83(1986)-  36 18 27.     (N)    082 26 09.     (W)     SCALED    
 GA0562* NAVD 88     -       542.324  (meters)    1779.27   (feet)  ADJUSTED  
 GA0562  ___________________________________________________________________
 GA0562  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0562  DYNAMIC HT  -         541.809 (meters)    1777.59  (feet)  COMP
 GA0562  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0562
 GA0562  VERT ORDER  -  SECOND    CLASS 0
 GA0562
 GA0562.The horizontal coordinates were scaled from a topographic map and have
 GA0562.an estimated accuracy of +/- 6 seconds.
 GA0562
 GA0562.The orthometric height was determined by differential leveling
 GA0562.and adjusted by the National Geodetic Survey in June 1991..
 GA0562
 GA0562.The geoid height was determined by GEOID03.
 GA0562
 GA0562.The dynamic height is computed by dividing the NAVD 88
 GA0562.geopotential number by the normal gravity value computed on the
 GA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0562.degrees latitude (g = 980.6199 gals.).
 GA0562
 GA0562.The modeled gravity was interpolated from observed gravity values.
 GA0562
 GA0562;                    North         East    Units  Estimated Accuracy
 GA0562;SPC TN       -   224,860.      920,030.      MT  (+/- 180 meters Scaled)
 GA0562
 GA0562                          SUPERSEDED SURVEY CONTROL
 GA0562
 GA0562  NGVD 29 (??/??/92)  542.459  (m)         1779.72   (f) ADJ UNCH    2 0
 GA0562
 GA0562.Superseded values are not recommended for survey control.
 GA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0562.See file dsdata.txt to determine how the superseded data were derived.
 GA0562
 GA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA710190(NAD 83)
 GA0562_MARKER: DB = BENCH MARK DISK
 GA0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0562_STAMPING: L 58 1934
 GA0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0562+STABILITY: SURFACE MOTION
 GA0562
 GA0562  HISTORY     - Date     Condition        Report By
 GA0562  HISTORY     - 1934     MONUMENTED       CGS
 GA0562  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0562
 GA0562                          STATION DESCRIPTION
 GA0562
 GA0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0562'3.1 MI E FROM JONESBORO.
 GA0562'3.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0562'JONESBORO, WASHINGTON COUNTY, 85 FEET WEST OF MILEPOST 30, 30
 GA0562'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET NORTH
 GA0562'OF A FENCE.  A STANDARD DISK, STAMPED L 58 1934 AND SET IN THE
 GA0562'TOP OF A CONCRETE POST.
 GA0562
 GA0562                          STATION RECOVERY (2001)
 GA0562
 GA0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0806 ***********************************************************************
 GD0806  DESIGNATION -  L 59
 GD0806  PID         -  GD0806
 GD0806  STATE/COUNTY-  TN/DYER
 GD0806  USGS QUAD   -  DYERSBURG (1983)
 GD0806
 GD0806                         *CURRENT SURVEY CONTROL
 GD0806  ___________________________________________________________________
 GD0806* NAD 83(1986)-  36 02 02.     (N)    089 27 41.     (W)     SCALED    
 GD0806* NAVD 88     -        84.754  (meters)     278.06   (feet)  ADJUSTED  
 GD0806  ___________________________________________________________________
 GD0806  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0806  DYNAMIC HT  -          84.682 (meters)     277.83  (feet)  COMP
 GD0806  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GD0806
 GD0806  VERT ORDER  -  SECOND    CLASS 0
 GD0806
 GD0806.The horizontal coordinates were scaled from a topographic map and have
 GD0806.an estimated accuracy of +/- 6 seconds.
 GD0806
 GD0806.The orthometric height was determined by differential leveling
 GD0806.and adjusted by the National Geodetic Survey in June 1991..
 GD0806
 GD0806.The geoid height was determined by GEOID03.
 GD0806
 GD0806.The dynamic height is computed by dividing the NAVD 88
 GD0806.geopotential number by the normal gravity value computed on the
 GD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0806.degrees latitude (g = 980.6199 gals.).
 GD0806
 GD0806.The modeled gravity was interpolated from observed gravity values.
 GD0806
 GD0806;                    North         East    Units  Estimated Accuracy
 GD0806;SPC TN       -   194,190.      288,120.      MT  (+/- 180 meters Scaled)
 GD0806
 GD0806                          SUPERSEDED SURVEY CONTROL
 GD0806
 GD0806  NGVD 29 (??/??/??)   84.680  (m)          277.82   (f) ADJUSTED    2 0
 GD0806
 GD0806.Superseded values are not recommended for survey control.
 GD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0806.See file dsdata.txt to determine how the superseded data were derived.
 GD0806
 GD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE782905(NAD 83)
 GD0806_MARKER: DB = BENCH MARK DISK
 GD0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0806_STAMPING: L 59 1935
 GD0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0806+STABILITY: SURFACE MOTION
 GD0806
 GD0806  HISTORY     - Date     Condition        Report By
 GD0806  HISTORY     - 1935     MONUMENTED       CGS
 GD0806  HISTORY     - 1957     GOOD             CGS
 GD0806  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0806
 GD0806                          STATION DESCRIPTION
 GD0806
 GD0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0806'1 MI E FROM FINLEY.
 GD0806'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0806'CHURCH AT FINLEY, NEAR THE SOUTHWEST CORNER OF LAWN OF A WHITE
 GD0806'FRAME HOUSE, 33 FEET NORTH OF CENTER LINE OF HIGHWAY, 52 FEET
 GD0806'WEST OF CENTER LINE OF GRAVEL DRIVE TO HOUSE, 162 FEET SOUTHWEST
 GD0806'OF SOUTHWEST CORNER OF HOUSE, 9 FEET NORTHWEST OF AN 18-INCH LOCUST
 GD0806'TREE, 10 FEET NORTHEAST OF A 12-INCH LOCUST TREE, 3 FEET SOUTHEAST
 GD0806'OF A FENCE LINE, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 GD0806'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0806
 GD0806                          STATION RECOVERY (2002)
 GD0806
 GD0806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3126 ***********************************************************************
 GA3126  DESIGNATION -  L 59
 GA3126  PID         -  GA3126
 GA3126  STATE/COUNTY-  TN/WASHINGTON
 GA3126  USGS QUAD   -  CHUCKEY (1971)
 GA3126
 GA3126                         *CURRENT SURVEY CONTROL
 GA3126  ___________________________________________________________________
 GA3126* NAD 83(1986)-  36 13 32.     (N)    082 37 53.     (W)     SCALED    
 GA3126* NAVD 88     -       424.622  (meters)    1393.11   (feet)  ADJUSTED  
 GA3126  ___________________________________________________________________
 GA3126  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3126  DYNAMIC HT  -         424.215 (meters)    1391.78  (feet)  COMP
 GA3126  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 GA3126
 GA3126  VERT ORDER  -  SECOND    CLASS 0
 GA3126
 GA3126.The horizontal coordinates were scaled from a topographic map and have
 GA3126.an estimated accuracy of +/- 6 seconds.
 GA3126
 GA3126.The orthometric height was determined by differential leveling
 GA3126.and adjusted by the National Geodetic Survey in June 1991..
 GA3126
 GA3126.The geoid height was determined by GEOID03.
 GA3126
 GA3126.The dynamic height is computed by dividing the NAVD 88
 GA3126.geopotential number by the normal gravity value computed on the
 GA3126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3126.degrees latitude (g = 980.6199 gals.).
 GA3126
 GA3126.The modeled gravity was interpolated from observed gravity values.
 GA3126
 GA3126;                    North         East    Units  Estimated Accuracy
 GA3126;SPC TN       -   215,150.      902,790.      MT  (+/- 180 meters Scaled)
 GA3126
 GA3126                          SUPERSEDED SURVEY CONTROL
 GA3126
 GA3126  NGVD 29 (??/??/92)  424.764  (m)         1393.58   (f) ADJ UNCH    2 0
 GA3126
 GA3126.Superseded values are not recommended for survey control.
 GA3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3126.See file dsdata.txt to determine how the superseded data were derived.
 GA3126
 GA3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA533102(NAD 83)
 GA3126_MARKER: DB = BENCH MARK DISK
 GA3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3126_STAMPING: L 59 1934
 GA3126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3126+STABILITY: SURFACE MOTION
 GA3126
 GA3126  HISTORY     - Date     Condition        Report By
 GA3126  HISTORY     - 1934     MONUMENTED       CGS
 GA3126  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA3126
 GA3126                          STATION DESCRIPTION
 GA3126
 GA3126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA3126'AT LIMESTONE.
 GA3126'AT LIMESTONE, WASHINGTON COUNTY, 36 FEET EAST OF THE EAST SIDE
 GA3126'OF THE SOUTHERN RAILWAY STATION, IN THE STATION PARK, 22 FEET
 GA3126'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 5 FEET NORTHEAST
 GA3126'OF A POLE.  A STANDARD DISK, STAMPED L 59 1934 AND SET IN THE
 GA3126'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0146 ***********************************************************************
 FD0146  DESIGNATION -  L 6
 FD0146  PID         -  FD0146
 FD0146  STATE/COUNTY-  TN/BEDFORD
 FD0146  USGS QUAD   -  NORMANDY (1983)
 FD0146
 FD0146                         *CURRENT SURVEY CONTROL
 FD0146  ___________________________________________________________________
 FD0146* NAD 83(1986)-  35 27 20.     (N)    086 15 36.     (W)     SCALED    
 FD0146* NAVD 88     -       250.766  (meters)     822.72   (feet)  ADJUSTED  
 FD0146  ___________________________________________________________________
 FD0146  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0146  DYNAMIC HT  -         250.529 (meters)     821.94  (feet)  COMP
 FD0146  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FD0146
 FD0146  VERT ORDER  -  FIRST     CLASS II
 FD0146
 FD0146.The horizontal coordinates were scaled from a topographic map and have
 FD0146.an estimated accuracy of +/- 6 seconds.
 FD0146
 FD0146.The orthometric height was determined by differential leveling
 FD0146.and adjusted by the National Geodetic Survey in June 1991..
 FD0146
 FD0146.The geoid height was determined by GEOID03.
 FD0146
 FD0146.The dynamic height is computed by dividing the NAVD 88
 FD0146.geopotential number by the normal gravity value computed on the
 FD0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0146.degrees latitude (g = 980.6199 gals.).
 FD0146
 FD0146.The modeled gravity was interpolated from observed gravity values.
 FD0146
 FD0146;                    North         East    Units  Estimated Accuracy
 FD0146;SPC TN       -   124,540.      576,400.      MT  (+/- 180 meters Scaled)
 FD0146
 FD0146                          SUPERSEDED SURVEY CONTROL
 FD0146
 FD0146  NGVD 29 (??/??/92)  250.756  (m)          822.69   (f) ADJ UNCH    1 2
 FD0146
 FD0146.Superseded values are not recommended for survey control.
 FD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0146.See file dsdata.txt to determine how the superseded data were derived.
 FD0146
 FD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE671238(NAD 83)
 FD0146_MARKER: DB = BENCH MARK DISK
 FD0146_SETTING: 66 = SET IN ROCK OUTCROP
 FD0146_SP_SET: SET IN ROCK OUTCROP
 FD0146_STAMPING: 823.040 L 6 1930
 FD0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0146+STABILITY: POSITION/ELEVATION WELL
 FD0146
 FD0146  HISTORY     - Date     Condition        Report By
 FD0146  HISTORY     - 1930     MONUMENTED       CGS
 FD0146  HISTORY     - 1935     GOOD             NGS
 FD0146  HISTORY     - 1959     MARK NOT FOUND   TVA
 FD0146
 FD0146                          STATION DESCRIPTION
 FD0146
 FD0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0146'0.2 MI N FROM NORMANDY.
 FD0146'0.2 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0146'RAILWAY FROM NORMANDY, BEDFORD COUNTY, OPPOSITE POLE 61/30,
 FD0146'5.3 FEET WEST OF THE WEST RAIL OF THE WEST SIDING, IN THE
 FD0146'PROJECTION OF A ROCK CUT, AND 18 INCHES ABOVE THE GROUND.  A
 FD0146'STANDARD DISK, STAMPED 823.040 L 6 1930.
 FD0146
 FD0146                          STATION RECOVERY (1959)
 FD0146
 FD0146'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 FD0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0882 ***********************************************************************
 FE0882  DESIGNATION -  L 60
 FE0882  PID         -  FE0882
 FE0882  STATE/COUNTY-  TN/GIBSON
 FE0882  USGS QUAD   -  FRIENDSHIP (1981)
 FE0882
 FE0882                         *CURRENT SURVEY CONTROL
 FE0882  ___________________________________________________________________
 FE0882* NAD 83(1986)-  35 59 53.     (N)    089 07 38.     (W)     SCALED    
 FE0882* NAVD 88     -       111.008  (meters)     364.20   (feet)  ADJUSTED  
 FE0882  ___________________________________________________________________
 FE0882  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0882  DYNAMIC HT  -         110.915 (meters)     363.89  (feet)  COMP
 FE0882  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 FE0882
 FE0882  VERT ORDER  -  SECOND    CLASS 0
 FE0882
 FE0882.The horizontal coordinates were scaled from a topographic map and have
 FE0882.an estimated accuracy of +/- 6 seconds.
 FE0882
 FE0882.The orthometric height was determined by differential leveling
 FE0882.and adjusted by the National Geodetic Survey in June 1991..
 FE0882
 FE0882.The geoid height was determined by GEOID03.
 FE0882
 FE0882.The dynamic height is computed by dividing the NAVD 88
 FE0882.geopotential number by the normal gravity value computed on the
 FE0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0882.degrees latitude (g = 980.6199 gals.).
 FE0882
 FE0882.The modeled gravity was interpolated from observed gravity values.
 FE0882
 FE0882;                    North         East    Units  Estimated Accuracy
 FE0882;SPC TN       -   189,200.      318,090.      MT  (+/- 180 meters Scaled)
 FE0882
 FE0882                          SUPERSEDED SURVEY CONTROL
 FE0882
 FE0882  NGVD 29 (??/??/??)  111.009  (m)          364.20   (f) ADJUSTED    2 0
 FE0882
 FE0882.Superseded values are not recommended for survey control.
 FE0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0882.See file dsdata.txt to determine how the superseded data were derived.
 FE0882
 FE0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE082858(NAD 83)
 FE0882_MARKER: DB = BENCH MARK DISK
 FE0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0882_STAMPING: L 60 1935
 FE0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0882+STABILITY: SURFACE MOTION
 FE0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0882+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0882
 FE0882  HISTORY     - Date     Condition        Report By
 FE0882  HISTORY     - 1935     MONUMENTED       CGS
 FE0882  HISTORY     - 1964     GOOD             USGS
 FE0882  HISTORY     - 20020804 GOOD             USACE
 FE0882
 FE0882                          STATION DESCRIPTION
 FE0882
 FE0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0882'0.7 MI W FROM CENTRAL.
 FE0882'0.7 MILE WEST ALONG STATE HIGHWAY 104 FROM CENTRAL, GIBSON COUNTY,
 FE0882'AT THE NORTHWEST CORNER OF THE GRAVES TAYLOR PROPERTY IN 1935,
 FE0882'160 FEET SOUTHEAST OF THE KATE BATES FARMHOUSE IN 1935, AND 35
 FE0882'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FE0882'STAMPED L 60 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- KATE
 FE0882'BATES FARMHOUSE HAS BEEN DESTROYED BY FIRE.  THE BENCH MARK IS 120
 FE0882'FT SE OF SE CORNER OF HOME OF RAYBURN HARBER (1964)-- IN FENCE
 FE0882'CORNER ON S SIDE OF A GRAVELED DRIVE, 6 FT S OF A POWERLINE POLE,
 FE0882'AND 8 FT S OF A 4-IN WILD CHERRY TREE.
 FE0882
 FE0882                          STATION RECOVERY (1964)
 FE0882
 FE0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FE0882'RECOVERED IN GOOD CONDITION.
 FE0882
 FE0882                          STATION RECOVERY (2002)
 FE0882
 FE0882'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0882'FENCES AND TREES GONE, MARK IS AGAINST SOUTH SIDE OF POWER POLE 6 FT
 FE0882'EAST OF EAST GRAVEL DRIVE TO BRICK HOUSE AT 1073 HWY 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1698 ***********************************************************************
 FE1698  DESIGNATION -  L 61
 FE1698  PID         -  FE1698
 FE1698  STATE/COUNTY-  TN/LAUDERDALE
 FE1698  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1698
 FE1698                         *CURRENT SURVEY CONTROL
 FE1698  ___________________________________________________________________
 FE1698* NAD 83(1986)-  35 44 53.     (N)    089 31 31.     (W)     SCALED    
 FE1698* NAVD 88     -       117.146  (meters)     384.34   (feet)  ADJUSTED  
 FE1698  ___________________________________________________________________
 FE1698  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1698  DYNAMIC HT  -         117.046 (meters)     384.01  (feet)  COMP
 FE1698  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 FE1698
 FE1698  VERT ORDER  -  SECOND    CLASS 0
 FE1698
 FE1698.The horizontal coordinates were scaled from a topographic map and have
 FE1698.an estimated accuracy of +/- 6 seconds.
 FE1698
 FE1698.The orthometric height was determined by differential leveling
 FE1698.and adjusted by the National Geodetic Survey in June 1991..
 FE1698
 FE1698.The geoid height was determined by GEOID03.
 FE1698
 FE1698.The dynamic height is computed by dividing the NAVD 88
 FE1698.geopotential number by the normal gravity value computed on the
 FE1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1698.degrees latitude (g = 980.6199 gals.).
 FE1698
 FE1698.The modeled gravity was interpolated from observed gravity values.
 FE1698
 FE1698;                    North         East    Units  Estimated Accuracy
 FE1698;SPC TN       -   162,700.      281,230.      MT  (+/- 180 meters Scaled)
 FE1698
 FE1698                          SUPERSEDED SURVEY CONTROL
 FE1698
 FE1698  NGVD 29 (??/??/??)  117.127  (m)          384.27   (f) ADJUSTED    2 0
 FE1698
 FE1698.Superseded values are not recommended for survey control.
 FE1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1698.See file dsdata.txt to determine how the superseded data were derived.
 FE1698
 FE1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE716589(NAD 83)
 FE1698_MARKER: DB = BENCH MARK DISK
 FE1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1698_STAMPING: L 61 1935
 FE1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1698+STABILITY: SURFACE MOTION
 FE1698
 FE1698  HISTORY     - Date     Condition        Report By
 FE1698  HISTORY     - 1935     MONUMENTED       CGS
 FE1698  HISTORY     - 1957     GOOD             CGS
 FE1698  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1698
 FE1698                          STATION DESCRIPTION
 FE1698
 FE1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1698'AT RIPLEY.
 FE1698'AT RIPLEY, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.4 MILE
 FE1698'NORTH OF MILEPOST NO. 338, 13 FEET SOUTHEAST OF THE SOUTHEAST
 FE1698'RAIL OF THE NORTH BOUND TRACK, 191 FEET SOUTH-SOUTHWEST AND
 FE1698'ACROSS THE TRACK FROM THE SOUTH CORNER OF THE STATION, 46 FEET
 FE1698'WEST-SOUTHWEST OF TELEPHONE POLE NO. 4997, 41 FEET NORTH-NORTHEAST
 FE1698'OF TELEPHONE POLE NO. 4998, 35 FEET EAST OF THE CENTER OF THE
 FE1698'INTERSECTION OF A PRIVATE ROAD CROSSING AND THE NORTH BOUND
 FE1698'TRACK, 34 FEET NORTHEAST OF THE CENTER LINE OF PRIVATE ROAD,
 FE1698'1 1/2 FEET NORTHWEST OF A WHITE CONCRETE WITNESS POST, 2 1/2 FEET
 FE1698'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE1698'POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FE1698
 FE1698                          STATION RECOVERY (1974)
 FE1698
 FE1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0687 ***********************************************************************
 FE0687  DESIGNATION -  L 62 RESET
 FE0687  PID         -  FE0687
 FE0687  STATE/COUNTY-  TN/GIBSON
 FE0687  USGS QUAD   -  MILAN (1983)
 FE0687
 FE0687                         *CURRENT SURVEY CONTROL
 FE0687  ___________________________________________________________________
 FE0687* NAD 83(1986)-  35 55 30.     (N)    088 45 12.     (W)     SCALED    
 FE0687* NAVD 88     -       125.644  (meters)     412.22   (feet)  ADJUSTED  
 FE0687  ___________________________________________________________________
 FE0687  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0687  DYNAMIC HT  -         125.535 (meters)     411.86  (feet)  COMP
 FE0687  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0687
 FE0687  VERT ORDER  -  FIRST     CLASS II
 FE0687
 FE0687.The horizontal coordinates were scaled from a topographic map and have
 FE0687.an estimated accuracy of +/- 6 seconds.
 FE0687
 FE0687.The orthometric height was determined by differential leveling
 FE0687.and adjusted by the National Geodetic Survey in June 1991..
 FE0687
 FE0687.The geoid height was determined by GEOID03.
 FE0687
 FE0687.The dynamic height is computed by dividing the NAVD 88
 FE0687.geopotential number by the normal gravity value computed on the
 FE0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0687.degrees latitude (g = 980.6199 gals.).
 FE0687
 FE0687.The modeled gravity was interpolated from observed gravity values.
 FE0687
 FE0687;                    North         East    Units  Estimated Accuracy
 FE0687;SPC TN       -   180,090.      351,560.      MT  (+/- 180 meters Scaled)
 FE0687
 FE0687                          SUPERSEDED SURVEY CONTROL
 FE0687
 FE0687  NGVD 29 (??/??/??)  125.697  (m)          412.39   (f) ADJUSTED    1 2
 FE0687
 FE0687.Superseded values are not recommended for survey control.
 FE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0687.See file dsdata.txt to determine how the superseded data were derived.
 FE0687
 FE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418770(NAD 83)
 FE0687_MARKER: DB = BENCH MARK DISK
 FE0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0687_STAMPING: L 62 1935 RESET 1948
 FE0687_MARK LOGO: CGS   
 FE0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0687+STABILITY: SURFACE MOTION
 FE0687
 FE0687  HISTORY     - Date     Condition        Report By
 FE0687  HISTORY     - 1948     MONUMENTED       CGS
 FE0687  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0687
 FE0687                          STATION DESCRIPTION
 FE0687
 FE0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0687'0.6 MI NE FROM MILAN.
 FE0687'ABOUT 0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0687'RAILROAD FROM THE STATION AT MILAN, ABOUT 0.25 MILE NORTHEAST
 FE0687'OF MILE POST 283, AT A GRAVEL ROAD CROSSING, 19 FEET NORTHWEST
 FE0687'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 59 FEET WEST-SOUTHWEST
 FE0687'OF THE CENTER OF THE MAIN TRACK AND CROSSING OF GRAVEL ROAD,
 FE0687'16 FEET NORTH OF THE NORTHWEST CORNER OF A 2 BY 3-FOOT CONCRETE
 FE0687'BATTERY WELL, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0687'ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0687'POST PROJECTING 4 INCHES.
 FE0687
 FE0687                          STATION RECOVERY (2002)
 FE0687
 FE0687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0687'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0872 ***********************************************************************
 FE0872  DESIGNATION -  L 63
 FE0872  PID         -  FE0872
 FE0872  STATE/COUNTY-  TN/HAYWOOD
 FE0872  USGS QUAD   -  SUNNYHILL (1983)
 FE0872
 FE0872                         *CURRENT SURVEY CONTROL
 FE0872  ___________________________________________________________________
 FE0872* NAD 83(1986)-  35 35 53.     (N)    089 14 50.     (W)     SCALED    
 FE0872* NAVD 88     -       116.528  (meters)     382.31   (feet)  ADJUSTED  
 FE0872  ___________________________________________________________________
 FE0872  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0872  DYNAMIC HT  -         116.426 (meters)     381.97  (feet)  COMP
 FE0872  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 FE0872
 FE0872  VERT ORDER  -  SECOND    CLASS 0
 FE0872
 FE0872.The horizontal coordinates were scaled from a topographic map and have
 FE0872.an estimated accuracy of +/- 6 seconds.
 FE0872
 FE0872.The orthometric height was determined by differential leveling
 FE0872.and adjusted by the National Geodetic Survey in June 1991..
 FE0872
 FE0872.The geoid height was determined by GEOID03.
 FE0872
 FE0872.The dynamic height is computed by dividing the NAVD 88
 FE0872.geopotential number by the normal gravity value computed on the
 FE0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0872.degrees latitude (g = 980.6199 gals.).
 FE0872
 FE0872.The modeled gravity was interpolated from observed gravity values.
 FE0872
 FE0872;                    North         East    Units  Estimated Accuracy
 FE0872;SPC TN       -   145,200.      305,810.      MT  (+/- 180 meters Scaled)
 FE0872
 FE0872                          SUPERSEDED SURVEY CONTROL
 FE0872
 FE0872  NGVD 29 (??/??/??)  116.535  (m)          382.33   (f) ADJUSTED    2 0
 FE0872
 FE0872.Superseded values are not recommended for survey control.
 FE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0872.See file dsdata.txt to determine how the superseded data were derived.
 FE0872
 FE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE964416(NAD 83)
 FE0872_MARKER: DB = BENCH MARK DISK
 FE0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0872_STAMPING: L 63 1935
 FE0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0872+STABILITY: SURFACE MOTION
 FE0872
 FE0872  HISTORY     - Date     Condition        Report By
 FE0872  HISTORY     - 1935     MONUMENTED       CGS
 FE0872  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0872
 FE0872                          STATION DESCRIPTION
 FE0872
 FE0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0872'0.9 MI NE FROM BROWNSVILLE.
 FE0872'0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0872'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, AT MILEAGE
 FE0872'319.5, 12 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD
 FE0872'LEADING TO A HOUSE, AT THE FOOT OF A BANK, 2-1/2 RAILS WEST OF
 FE0872'A ROAD CROSSING, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 FE0872'TRACK.  A STANDARD DISK, STAMPED L 63 1935 AND SET IN THE TOP
 FE0872'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1066 ***********************************************************************
 FE1066  DESIGNATION -  L 64
 FE1066  PID         -  FE1066
 FE1066  STATE/COUNTY-  TN/HARDEMAN
 FE1066  USGS QUAD   -  MIDDLEBURG (1980)
 FE1066
 FE1066                         *CURRENT SURVEY CONTROL
 FE1066  ___________________________________________________________________
 FE1066* NAD 83(1986)-  35 12 51.     (N)    089 03 26.     (W)     SCALED    
 FE1066* NAVD 88     -       148.721  (meters)     487.93   (feet)  ADJUSTED  
 FE1066  ___________________________________________________________________
 FE1066  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE1066  DYNAMIC HT  -         148.583 (meters)     487.48  (feet)  COMP
 FE1066  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FE1066
 FE1066  VERT ORDER  -  SECOND    CLASS 0
 FE1066
 FE1066.The horizontal coordinates were scaled from a topographic map and have
 FE1066.an estimated accuracy of +/- 6 seconds.
 FE1066
 FE1066.The orthometric height was determined by differential leveling
 FE1066.and adjusted by the National Geodetic Survey in June 1991..
 FE1066
 FE1066.The geoid height was determined by GEOID03.
 FE1066
 FE1066.The dynamic height is computed by dividing the NAVD 88
 FE1066.geopotential number by the normal gravity value computed on the
 FE1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1066.degrees latitude (g = 980.6199 gals.).
 FE1066
 FE1066.The modeled gravity was interpolated from observed gravity values.
 FE1066
 FE1066;                    North         East    Units  Estimated Accuracy
 FE1066;SPC TN       -   102,080.      321,680.      MT  (+/- 180 meters Scaled)
 FE1066
 FE1066                          SUPERSEDED SURVEY CONTROL
 FE1066
 FE1066  NGVD 29 (??/??/??)  148.701  (m)          487.86   (f) ADJUSTED    2 0
 FE1066
 FE1066.Superseded values are not recommended for survey control.
 FE1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1066.See file dsdata.txt to determine how the superseded data were derived.
 FE1066
 FE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD127987(NAD 83)
 FE1066_MARKER: DB = BENCH MARK DISK
 FE1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1066_STAMPING: L 64 1935
 FE1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1066+STABILITY: SURFACE MOTION
 FE1066
 FE1066  HISTORY     - Date     Condition        Report By
 FE1066  HISTORY     - 1935     MONUMENTED       CGS
 FE1066  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1066
 FE1066                          STATION DESCRIPTION
 FE1066
 FE1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1066'4.6 MI S FROM BOLIVAR.
 FE1066'4.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1066'STATION AT BOLIVAR, HARDEMAN COUNTY, 0.3 MILE NORTH OF MILEPOST
 FE1066'408, AT A ROAD CROSSING, 10 RAILS SOUTH OF THE ROAD, AND 40 FEET
 FE1066'WEST OF THE TRACK.  A STANDARD DISK, STAMPED L 64 1935 AND
 FE1066'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1177 ***********************************************************************
 FE1177  DESIGNATION -  L 67
 FE1177  PID         -  FE1177
 FE1177  STATE/COUNTY-  TN/SHELBY
 FE1177  USGS QUAD   -  ARLINGTON (1973)
 FE1177
 FE1177                         *CURRENT SURVEY CONTROL
 FE1177  ___________________________________________________________________
 FE1177* NAD 83(1986)-  35 17 49.     (N)    089 39 41.     (W)     SCALED    
 FE1177* NAVD 88     -        84.976  (meters)     278.79   (feet)  ADJUSTED  
 FE1177  ___________________________________________________________________
 FE1177  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1177  DYNAMIC HT  -          84.900 (meters)     278.54  (feet)  COMP
 FE1177  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1177
 FE1177  VERT ORDER  -  SECOND    CLASS 0
 FE1177
 FE1177.The horizontal coordinates were scaled from a topographic map and have
 FE1177.an estimated accuracy of +/- 6 seconds.
 FE1177
 FE1177.The orthometric height was determined by differential leveling
 FE1177.and adjusted by the National Geodetic Survey in June 1991..
 FE1177
 FE1177.The geoid height was determined by GEOID03.
 FE1177
 FE1177.The dynamic height is computed by dividing the NAVD 88
 FE1177.geopotential number by the normal gravity value computed on the
 FE1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1177.degrees latitude (g = 980.6199 gals.).
 FE1177
 FE1177.The modeled gravity was interpolated from observed gravity values.
 FE1177
 FE1177;                    North         East    Units  Estimated Accuracy
 FE1177;SPC TN       -   113,140.      267,050.      MT  (+/- 180 meters Scaled)
 FE1177
 FE1177                          SUPERSEDED SURVEY CONTROL
 FE1177
 FE1177  NGVD 29 (??/??/??)   84.966  (m)          278.76   (f) ADJUSTED    2 0
 FE1177
 FE1177.Superseded values are not recommended for survey control.
 FE1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1177.See file dsdata.txt to determine how the superseded data were derived.
 FE1177
 FE1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE579092(NAD 83)
 FE1177_MARKER: DB = BENCH MARK DISK
 FE1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1177_STAMPING: L 67 1935
 FE1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1177+STABILITY: SURFACE MOTION
 FE1177
 FE1177  HISTORY     - Date     Condition        Report By
 FE1177  HISTORY     - 1935     MONUMENTED       CGS
 FE1177  HISTORY     - 1959     GOOD             CGS
 FE1177
 FE1177                          STATION DESCRIPTION
 FE1177
 FE1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1177'AT ARLINGTON.
 FE1177'AT ARLINGTON, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1177'RAILROAD, 63 FEET NORTH OF THE STATION, AT THE CROSSING OF SHELBY
 FE1177'DRIVE, 15 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 18 FEET
 FE1177'WEST OF THE CENTERLINE OF THE TRACK, AND AT THE CROSSING SIGN.
 FE1177'A STANDARD DISK, STAMPED L 67 1935 AND SET IN THE TOP OF A
 FE1177'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE STATION
 FE1177'MASTER AT ARLINGTON REPORTED THAT THE MARK HAS BEEN UPROOTED
 FE1177'BY A BULLDOZER AND REPLACED AT APPROXIMATELY THE ORIGINAL
 FE1177'LOCATION.  ELEVATION NO LONGER RELIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0343 ***********************************************************************
 FF0343  DESIGNATION -  L 68
 FF0343  PID         -  FF0343
 FF0343  STATE/COUNTY-  TN/SHELBY
 FF0343  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0343
 FF0343                         *CURRENT SURVEY CONTROL
 FF0343  ___________________________________________________________________
 FF0343* NAD 83(1986)-  35 09 54.     (N)    090 02 49.     (W)     SCALED    
 FF0343* NAVD 88     -        72.206  (meters)     236.90   (feet)  ADJUSTED  
 FF0343  ___________________________________________________________________
 FF0343  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0343  DYNAMIC HT  -          72.141 (meters)     236.68  (feet)  COMP
 FF0343  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FF0343
 FF0343  VERT ORDER  -  SECOND    CLASS 0
 FF0343
 FF0343.The horizontal coordinates were scaled from a topographic map and have
 FF0343.an estimated accuracy of +/- 6 seconds.
 FF0343
 FF0343.The orthometric height was determined by differential leveling
 FF0343.and adjusted by the National Geodetic Survey in June 1991..
 FF0343
 FF0343.The geoid height was determined by GEOID03.
 FF0343
 FF0343.The dynamic height is computed by dividing the NAVD 88
 FF0343.geopotential number by the normal gravity value computed on the
 FF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0343.degrees latitude (g = 980.6199 gals.).
 FF0343
 FF0343.The modeled gravity was interpolated from observed gravity values.
 FF0343
 FF0343;                    North         East    Units  Estimated Accuracy
 FF0343;SPC TN       -    99,900.      231,400.      MT  (+/- 180 meters Scaled)
 FF0343
 FF0343                          SUPERSEDED SURVEY CONTROL
 FF0343
 FF0343  NGVD 29 (??/??/??)   72.196  (m)          236.86   (f) ADJUSTED    2 0
 FF0343
 FF0343.Superseded values are not recommended for survey control.
 FF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0343.See file dsdata.txt to determine how the superseded data were derived.
 FF0343
 FF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU689953(NAD 83)
 FF0343_MARKER: DB = BENCH MARK DISK
 FF0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0343_STAMPING: L 68 1935
 FF0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0343+STABILITY: SURFACE MOTION
 FF0343
 FF0343  HISTORY     - Date     Condition        Report By
 FF0343  HISTORY     - 1935     MONUMENTED       CGS
 FF0343  HISTORY     - 1957     MARK NOT FOUND   CGS
 FF0343
 FF0343                          STATION DESCRIPTION
 FF0343
 FF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0343'AT MEMPHIS.
 FF0343'AT MEMPHIS, SHELBY COUNTY, ON THE ILLINOIS, CENTRAL RAILROAD,
 FF0343'AT THE NORTHWEST CORNER OF THE YARD OF A TILE PLANT, 15 FEET
 FF0343'EAST OF THE CENTER OF THE NORTH BOUND TRACK, 60 FEET SOUTH OF A
 FF0343'STREET CROSSING AND 2 FEET EAST OF A POLE.  A STANDARD DISK,
 FF0343'STAMPED L 68 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FF0343'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1735 ***********************************************************************
 FE1735  DESIGNATION -  L 69
 FE1735  PID         -  FE1735
 FE1735  STATE/COUNTY-  TN/TIPTON
 FE1735  USGS QUAD   -  COVINGTON (1983)
 FE1735
 FE1735                         *CURRENT SURVEY CONTROL
 FE1735  ___________________________________________________________________
 FE1735* NAD 83(1986)-  35 33 46.     (N)    089 38 45.     (W)     SCALED    
 FE1735* NAVD 88     -       103.309  (meters)     338.94   (feet)  ADJUSTED  
 FE1735  ___________________________________________________________________
 FE1735  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1735  DYNAMIC HT  -         103.222 (meters)     338.65  (feet)  COMP
 FE1735  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1735
 FE1735  VERT ORDER  -  FIRST     CLASS I
 FE1735
 FE1735.The horizontal coordinates were scaled from a topographic map and have
 FE1735.an estimated accuracy of +/- 6 seconds.
 FE1735
 FE1735.The orthometric height was determined by differential leveling
 FE1735.and adjusted by the National Geodetic Survey in June 1991..
 FE1735.WARNING-Repeat measurements at this control monument indicate possible
 FE1735.vertical movement.
 FE1735
 FE1735.The geoid height was determined by GEOID03.
 FE1735
 FE1735.The dynamic height is computed by dividing the NAVD 88
 FE1735.geopotential number by the normal gravity value computed on the
 FE1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1735.degrees latitude (g = 980.6199 gals.).
 FE1735
 FE1735.The modeled gravity was interpolated from observed gravity values.
 FE1735
 FE1735;                    North         East    Units  Estimated Accuracy
 FE1735;SPC TN       -   142,560.      269,560.      MT  (+/- 180 meters Scaled)
 FE1735
 FE1735                          SUPERSEDED SURVEY CONTROL
 FE1735
 FE1735  NGVD 29 (??/??/??)  103.280  (m)          338.84   (f) ADJUSTED    1 1
 FE1735
 FE1735.Superseded values are not recommended for survey control.
 FE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1735.See file dsdata.txt to determine how the superseded data were derived.
 FE1735
 FE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE602386(NAD 83)
 FE1735_MARKER: DB = BENCH MARK DISK
 FE1735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1735_SP_SET: LIMESTONE BALASTRADE
 FE1735_STAMPING: L 69 1935
 FE1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1735
 FE1735  HISTORY     - Date     Condition        Report By
 FE1735  HISTORY     - 1935     MONUMENTED       CGS
 FE1735  HISTORY     - 1974     GOOD             NGS
 FE1735  HISTORY     - 20020529 POOR             USACE
 FE1735
 FE1735                          STATION DESCRIPTION
 FE1735
 FE1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1735'AT COVINGTON.
 FE1735'AT COVINGTON, 1 BLOCK SOUTH OF THE CITY SQUARE AND COUNTY COURTHOUSE,
 FE1735'AT THE INTERSECTION OF SOUTH MAIN STREET AND EAST WASHINGTON
 FE1735'AVENUE, 84 FEET NORTH OF THE CENTER LINE OF WASHINGTON AVENUE,
 FE1735'46 FEET EAST OF THE CENTER LINE OF SOUTH MAIN STREET, 6 1/2 FEET
 FE1735'NORTH OF THE CENTER LINE OF THE WEST AND MAIN ENTRANCE TO THE POST
 FE1735'OFFICE, 2.8 FEET WEST OF THE WEST FACE OF THE BUILDING, SET IN
 FE1735'TOP OF THE NORTH LIMESTONE BALASTRADE SUPPORTING A HANDRAIL,
 FE1735'4 FEET ABOVE SIDEWALK.
 FE1735
 FE1735                          STATION RECOVERY (2002)
 FE1735
 FE1735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1735'DESTROYED DUE TO NEW ENTRY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1465 ***********************************************************************
 FC1465  DESIGNATION -  L 7
 FC1465  PID         -  FC1465
 FC1465  STATE/COUNTY-  TN/WARREN
 FC1465  USGS QUAD   -  MC MINNVILLE (1984)
 FC1465
 FC1465                         *CURRENT SURVEY CONTROL
 FC1465  ___________________________________________________________________
 FC1465* NAD 83(1986)-  35 40 32.     (N)    085 46 30.     (W)     SCALED    
 FC1465* NAVD 88     -       275.960  (meters)     905.38   (feet)  ADJUSTED  
 FC1465  ___________________________________________________________________
 FC1465  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1465  DYNAMIC HT  -         275.705 (meters)     904.54  (feet)  COMP
 FC1465  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 FC1465
 FC1465  VERT ORDER  -  SECOND    CLASS 0
 FC1465
 FC1465.The horizontal coordinates were scaled from a topographic map and have
 FC1465.an estimated accuracy of +/- 6 seconds.
 FC1465
 FC1465.The orthometric height was determined by differential leveling
 FC1465.and adjusted by the National Geodetic Survey in June 1991..
 FC1465
 FC1465.The geoid height was determined by GEOID03.
 FC1465
 FC1465.The dynamic height is computed by dividing the NAVD 88
 FC1465.geopotential number by the normal gravity value computed on the
 FC1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1465.degrees latitude (g = 980.6199 gals.).
 FC1465
 FC1465.The modeled gravity was interpolated from observed gravity values.
 FC1465
 FC1465;                    North         East    Units  Estimated Accuracy
 FC1465;SPC TN       -   148,940.      620,370.      MT  (+/- 180 meters Scaled)
 FC1465
 FC1465                          SUPERSEDED SURVEY CONTROL
 FC1465
 FC1465.No superseded survey control is available for this station.
 FC1465
 FC1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE108486(NAD 83)
 FC1465_MARKER: DB = BENCH MARK DISK
 FC1465_SETTING: 66 = SET IN ROCK OUTCROP
 FC1465_SP_SET: ROCK CUT
 FC1465_STAMPING: 905.710 L 7
 FC1465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1465+STABILITY: POSITION/ELEVATION WELL
 FC1465
 FC1465  HISTORY     - Date     Condition        Report By
 FC1465  HISTORY     - 1930     MONUMENTED       CGS
 FC1465  HISTORY     - 1943     GOOD             NGS
 FC1465
 FC1465                          STATION DESCRIPTION
 FC1465
 FC1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1465'0.2 MI W FROM MC MINNVILLE.
 FC1465'0.2 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1465'RAILWAY FROM THE STATION AT MC MINNVILLE, WARREN COUNTY, 17 RAILS
 FC1465'EAST OF THE EAST END OF THE RAILROAD BRIDGE OVER WEST FORK
 FC1465'RIVER, IN A ROCK CUT, 6 FEET NORTH OF THE NORTH RAIL, AND LEVEL
 FC1465'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 905.710 L 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1043 ***********************************************************************
 FE1043  DESIGNATION -  L 72
 FE1043  PID         -  FE1043
 FE1043  STATE/COUNTY-  TN/HARDEMAN
 FE1043  USGS QUAD   -  WHITEVILLE (1981)
 FE1043
 FE1043                         *CURRENT SURVEY CONTROL
 FE1043  ___________________________________________________________________
 FE1043* NAD 83(1986)-  35 18 34.     (N)    089 07 32.     (W)     SCALED    
 FE1043* NAVD 88     -       115.456  (meters)     378.79   (feet)  ADJUSTED  
 FE1043  ___________________________________________________________________
 FE1043  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE1043  DYNAMIC HT  -         115.350 (meters)     378.44  (feet)  COMP
 FE1043  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FE1043
 FE1043  VERT ORDER  -  SECOND    CLASS 0
 FE1043
 FE1043.The horizontal coordinates were scaled from a topographic map and have
 FE1043.an estimated accuracy of +/- 6 seconds.
 FE1043
 FE1043.The orthometric height was determined by differential leveling
 FE1043.and adjusted by the National Geodetic Survey in June 1991..
 FE1043
 FE1043.The geoid height was determined by GEOID03.
 FE1043
 FE1043.The dynamic height is computed by dividing the NAVD 88
 FE1043.geopotential number by the normal gravity value computed on the
 FE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1043.degrees latitude (g = 980.6199 gals.).
 FE1043
 FE1043.The modeled gravity was interpolated from observed gravity values.
 FE1043
 FE1043;                    North         East    Units  Estimated Accuracy
 FE1043;SPC TN       -   112,840.      315,800.      MT  (+/- 180 meters Scaled)
 FE1043
 FE1043                          SUPERSEDED SURVEY CONTROL
 FE1043
 FE1043  NGVD 29 (??/??/??)  115.441  (m)          378.74   (f) ADJUSTED    2 0
 FE1043
 FE1043.Superseded values are not recommended for survey control.
 FE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1043.See file dsdata.txt to determine how the superseded data were derived.
 FE1043
 FE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE067094(NAD 83)
 FE1043_MARKER: DB = BENCH MARK DISK
 FE1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1043_STAMPING: L 72 1935
 FE1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1043+STABILITY: SURFACE MOTION
 FE1043
 FE1043  HISTORY     - Date     Condition        Report By
 FE1043  HISTORY     - 1935     MONUMENTED       CGS
 FE1043  HISTORY     - 1959     GOOD             CGS
 FE1043  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1043
 FE1043                          STATION DESCRIPTION
 FE1043
 FE1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1043'2 MI E FROM WHITEVILLE.
 FE1043'2.0 MI E ALONG U.S. HWY 64 FROM THE RR STATION (L AND N) IN
 FE1043'WHITEVILLE AT THE FOOT OF A HILL, 482 FT S OF THE S END OF A
 FE1043'CONCRETE BRIDGE OVER CLEAR CREEK, AT A FAINT FIELD ROAD E, 30
 FE1043'FT E OF THE CENTERLINE OF THE HWY, 4 FT S OF A TELEPHONE POLE.
 FE1043'A STANDARD DISK, STAMPED L 72 1935 AND SET IN THE TOP OF A
 FE1043'CONCRETE POST.
 FE1043
 FE1043                          STATION RECOVERY (2002)
 FE1043
 FE1043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1043'SUSPECTED DESTROYED DUE TO HWY 64 WIDENEING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1017 ***********************************************************************
 FE1017  DESIGNATION -  L 73
 FE1017  PID         -  FE1017
 FE1017  STATE/COUNTY-  TN/FAYETTE
 FE1017  USGS QUAD   -  LAMBERT (1983)
 FE1017
 FE1017                         *CURRENT SURVEY CONTROL
 FE1017  ___________________________________________________________________
 FE1017* NAD 83(1986)-  35 18 46.     (N)    089 25 34.     (W)     SCALED    
 FE1017* NAVD 88     -       114.963  (meters)     377.17   (feet)  ADJUSTED  
 FE1017  ___________________________________________________________________
 FE1017  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1017  DYNAMIC HT  -         114.860 (meters)     376.84  (feet)  COMP
 FE1017  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FE1017
 FE1017  VERT ORDER  -  SECOND    CLASS 0
 FE1017
 FE1017.The horizontal coordinates were scaled from a topographic map and have
 FE1017.an estimated accuracy of +/- 6 seconds.
 FE1017
 FE1017.The orthometric height was determined by differential leveling
 FE1017.and adjusted by the National Geodetic Survey in June 1991..
 FE1017
 FE1017.The geoid height was determined by GEOID03.
 FE1017
 FE1017.The dynamic height is computed by dividing the NAVD 88
 FE1017.geopotential number by the normal gravity value computed on the
 FE1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1017.degrees latitude (g = 980.6199 gals.).
 FE1017
 FE1017.The modeled gravity was interpolated from observed gravity values.
 FE1017
 FE1017;                    North         East    Units  Estimated Accuracy
 FE1017;SPC TN       -   114,120.      288,500.      MT  (+/- 180 meters Scaled)
 FE1017
 FE1017                          SUPERSEDED SURVEY CONTROL
 FE1017
 FE1017  NGVD 29 (??/??/??)  114.946  (m)          377.12   (f) ADJUSTED    2 0
 FE1017
 FE1017.Superseded values are not recommended for survey control.
 FE1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1017.See file dsdata.txt to determine how the superseded data were derived.
 FE1017
 FE1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE794104(NAD 83)
 FE1017_MARKER: DB = BENCH MARK DISK
 FE1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1017_STAMPING: L 73 1935
 FE1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1017+STABILITY: SURFACE MOTION
 FE1017
 FE1017  HISTORY     - Date     Condition        Report By
 FE1017  HISTORY     - 1935     MONUMENTED       CGS
 FE1017  HISTORY     - 20020927 POOR             USACE
 FE1017
 FE1017                          STATION DESCRIPTION
 FE1017
 FE1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1017'7 MI NW FROM SOMERVILLE.
 FE1017'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1017'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 250 YARDS WEST OF A
 FE1017'BRIDGE AT THE TOP OF A HILL, 200 YARDS EAST OF A WATER OAK TREE,
 FE1017'AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 FE1017'STANDARD DISK, STAMPED L 73 1935 AND SET IN THE TOP OF A
 FE1017'CONCRETE POST.
 FE1017
 FE1017                          STATION RECOVERY (2002)
 FE1017
 FE1017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1017'MARK DESTROYED. FOUND DISK ATTACKED TO MONUMENT COMPLETELY UPROOTED
 FE1017'AND LAYING ON SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0467 ***********************************************************************
 FF0467  DESIGNATION -  L 75
 FF0467  PID         -  FF0467
 FF0467  STATE/COUNTY-  TN/SHELBY
 FF0467  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0467
 FF0467                         *CURRENT SURVEY CONTROL
 FF0467  ___________________________________________________________________
 FF0467* NAD 83(1986)-  35 05 08.     (N)    090 01 49.     (W)     SCALED    
 FF0467* NAVD 88     -        72.602  (meters)     238.20   (feet)  ADJUSTED  
 FF0467  ___________________________________________________________________
 FF0467  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0467  DYNAMIC HT  -          72.536 (meters)     237.98  (feet)  COMP
 FF0467  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FF0467
 FF0467  VERT ORDER  -  FIRST     CLASS II
 FF0467
 FF0467.The horizontal coordinates were scaled from a topographic map and have
 FF0467.an estimated accuracy of +/- 6 seconds.
 FF0467
 FF0467.The orthometric height was determined by differential leveling
 FF0467.and adjusted by the National Geodetic Survey in June 1991..
 FF0467
 FF0467.The geoid height was determined by GEOID03.
 FF0467
 FF0467.The dynamic height is computed by dividing the NAVD 88
 FF0467.geopotential number by the normal gravity value computed on the
 FF0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0467.degrees latitude (g = 980.6199 gals.).
 FF0467
 FF0467.The modeled gravity was interpolated from observed gravity values.
 FF0467
 FF0467;                    North         East    Units  Estimated Accuracy
 FF0467;SPC TN       -    91,030.      232,560.      MT  (+/- 180 meters Scaled)
 FF0467
 FF0467                          SUPERSEDED SURVEY CONTROL
 FF0467
 FF0467  NGVD 29 (??/??/??)   72.570  (m)          238.09   (f) ADJUSTED    1 2
 FF0467
 FF0467.Superseded values are not recommended for survey control.
 FF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0467.See file dsdata.txt to determine how the superseded data were derived.
 FF0467
 FF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU707865(NAD 83)
 FF0467_MARKER: DB = BENCH MARK DISK
 FF0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0467_SP_SET: BRIDGE ABUTMENT
 FF0467_STAMPING: L 75 1956
 FF0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0467
 FF0467  HISTORY     - Date     Condition        Report By
 FF0467  HISTORY     - 1956     MONUMENTED       CGS
 FF0467  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF0467  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0467  HISTORY     - 19950513 GOOD             TN1620
 FF0467  HISTORY     - 20021030 MARK NOT FOUND   USACE
 FF0467
 FF0467                          STATION DESCRIPTION
 FF0467
 FF0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0467'AT MEMPHIS.
 FF0467'AT MEMPHIS, 1.75 MILES EAST ALONG MALLORY AVENUE FROM THE
 FF0467'INTERSECTION OF FLORIDA STREET, ABOUT 0.35 MILE WEST OF JUNCTION
 FF0467'OF MALLORY AVENUE, MISSISSIPPI STREET AND OLD HERNANDO ROAD,
 FF0467'ABOUT 90 YARDS EAST OF JUNCTION OF MALLORY AVENUE AND PINE HILL
 FF0467'PLACE LEADING SOUTH, ACROSS MALLORY AVENUE FROM THE SOUTH EDGE
 FF0467'OF PINE HILL GOLF COURSE, IN THE TOP OF SOUTH END OF BACK WALL
 FF0467'OF THE EAST CONCRETE ABUTMENT OF CONCRETE AND STEEL BRIDGE OVER
 FF0467'CRANE CREEK, 13 FEET SOUTH OF CENTER LINE OF MALLORY AVENUE AND
 FF0467'ABOUT LEVEL WITH BRIDGE FLOOR.
 FF0467
 FF0467                          STATION RECOVERY (1964)
 FF0467
 FF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0467'MARK NOT FOUND.
 FF0467
 FF0467                          STATION RECOVERY (1976)
 FF0467
 FF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0467'MARK NOT FOUND.
 FF0467
 FF0467                          STATION RECOVERY (1995)
 FF0467
 FF0467'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0467'RECOVERED IN GOOD CONDITION.
 FF0467
 FF0467                          STATION RECOVERY (2002)
 FF0467
 FF0467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0467'SUSPECTED DESTROYED. BRIDGE NOW 4 LANED FOR MALLORY WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0295 ***********************************************************************
 FD0295  DESIGNATION -  L 77
 FD0295  PID         -  FD0295
 FD0295  STATE/COUNTY-  TN/MARSHALL
 FD0295  USGS QUAD   -  LEWISBURG (1981)
 FD0295
 FD0295                         *CURRENT SURVEY CONTROL
 FD0295  ___________________________________________________________________
 FD0295* NAD 83(1986)-  35 27 39.     (N)    086 48 07.     (W)     SCALED    
 FD0295* NAVD 88     -       226.511  (meters)     743.14   (feet)  ADJUSTED  
 FD0295  ___________________________________________________________________
 FD0295  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0295  DYNAMIC HT  -         226.307 (meters)     742.48  (feet)  COMP
 FD0295  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FD0295
 FD0295  VERT ORDER  -  FIRST     CLASS II
 FD0295
 FD0295.The horizontal coordinates were scaled from a topographic map and have
 FD0295.an estimated accuracy of +/- 6 seconds.
 FD0295
 FD0295.The orthometric height was determined by differential leveling
 FD0295.and adjusted by the National Geodetic Survey in June 1991..
 FD0295
 FD0295.The geoid height was determined by GEOID03.
 FD0295
 FD0295.The dynamic height is computed by dividing the NAVD 88
 FD0295.geopotential number by the normal gravity value computed on the
 FD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0295.degrees latitude (g = 980.6199 gals.).
 FD0295
 FD0295.The modeled gravity was interpolated from observed gravity values.
 FD0295
 FD0295;                    North         East    Units  Estimated Accuracy
 FD0295;SPC TN       -   125,390.      527,210.      MT  (+/- 180 meters Scaled)
 FD0295
 FD0295                          SUPERSEDED SURVEY CONTROL
 FD0295
 FD0295  NGVD 29 (??/??/92)  226.489  (m)          743.07   (f) ADJ UNCH    1 2
 FD0295
 FD0295.Superseded values are not recommended for survey control.
 FD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0295.See file dsdata.txt to determine how the superseded data were derived.
 FD0295
 FD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE179241(NAD 83)
 FD0295_MARKER: DB = BENCH MARK DISK
 FD0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0295_SP_SET: ABUTMENT
 FD0295_STAMPING: 77 1934
 FD0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0295
 FD0295  HISTORY     - Date     Condition        Report By
 FD0295  HISTORY     - 1934     MONUMENTED       CGS
 FD0295  HISTORY     - 1949     GOOD             NGS
 FD0295  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0295
 FD0295                          STATION DESCRIPTION
 FD0295
 FD0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0295'1 MI NW FROM LEWISBURG.
 FD0295'1.0 MILE NORTHWEST ALONG THE ABANDONED TRACK OF THE NASHVILLE,
 FD0295'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION AT LEWISBURG,
 FD0295'ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 FD0295'FLORENCE STOVE COMPANY FACTORY, ABOUT 200 FEET NORTH OF AN
 FD0295'EAST-WEST BLACK TOP STREET CROSSING, SET IN THE TOP OF THE
 FD0295'EAST END OF THE SOUTH ABUTMENT OF AN 18-FOOT RAILWAY BRIDGE,
 FD0295'7 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE AND
 FD0295'ABOUT LEVEL WITH GRADE.
 FD0295
 FD0295                          STATION RECOVERY (1966)
 FD0295
 FD0295'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966
 FD0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1137 ***********************************************************************
 GB1137  DESIGNATION -  L 78
 GB1137  PID         -  GB1137
 GB1137  STATE/COUNTY-  TN/FENTRESS
 GB1137  USGS QUAD   -  PALL MALL (1986)
 GB1137
 GB1137                         *CURRENT SURVEY CONTROL
 GB1137  ___________________________________________________________________
 GB1137* NAD 83(1986)-  36 31 09.     (N)    084 57 26.     (W)     SCALED    
 GB1137* NAVD 88     -       295.056  (meters)     968.03   (feet)  ADJUSTED  
 GB1137  ___________________________________________________________________
 GB1137  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1137  DYNAMIC HT  -         294.804 (meters)     967.20  (feet)  COMP
 GB1137  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GB1137
 GB1137  VERT ORDER  -  SECOND    CLASS 0
 GB1137
 GB1137.The horizontal coordinates were scaled from a topographic map and have
 GB1137.an estimated accuracy of +/- 6 seconds.
 GB1137
 GB1137.The orthometric height was determined by differential leveling
 GB1137.and adjusted by the National Geodetic Survey in June 1991..
 GB1137
 GB1137.The geoid height was determined by GEOID03.
 GB1137
 GB1137.The dynamic height is computed by dividing the NAVD 88
 GB1137.geopotential number by the normal gravity value computed on the
 GB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1137.degrees latitude (g = 980.6199 gals.).
 GB1137
 GB1137.The modeled gravity was interpolated from observed gravity values.
 GB1137
 GB1137;                    North         East    Units  Estimated Accuracy
 GB1137;SPC TN       -   243,020.      693,400.      MT  (+/- 180 meters Scaled)
 GB1137
 GB1137                          SUPERSEDED SURVEY CONTROL
 GB1137
 GB1137  NGVD 29 (??/??/92)  295.177  (m)          968.43   (f) ADJ UNCH    2 0
 GB1137
 GB1137.Superseded values are not recommended for survey control.
 GB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1137.See file dsdata.txt to determine how the superseded data were derived.
 GB1137
 GB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF829434(NAD 83)
 GB1137_MARKER: DB = BENCH MARK DISK
 GB1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1137_STAMPING: L 78 1935
 GB1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1137+STABILITY: SURFACE MOTION
 GB1137
 GB1137  HISTORY     - Date     Condition        Report By
 GB1137  HISTORY     - 1935     MONUMENTED       CGS
 GB1137
 GB1137                          STATION DESCRIPTION
 GB1137
 GB1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1137'2.5 MI S FROM PALL MALL.
 GB1137'2.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT PALL
 GB1137'MALL, FENTRESS COUNTY, AT THE BOTTOM OF A LONG HILL, 65 FEET NORTH
 GB1137'OF A 24-INCH CORRUGATED-IRON PIPE CULVERT WITH CONCRETE HEADWALLS,
 GB1137'48 FEET SOUTH OF THE SOUTH END OF A WIRE FENCE, 29 FEET WEST OF THE
 GB1137'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GB1137'DISK, STAMPED L 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0110 ***********************************************************************
 GB0110  DESIGNATION -  L 79
 GB0110  PID         -  GB0110
 GB0110  STATE/COUNTY-  TN/CAMPBELL
 GB0110  USGS QUAD   -  JELLICO EAST (1982)
 GB0110
 GB0110                         *CURRENT SURVEY CONTROL
 GB0110  ___________________________________________________________________
 GB0110* NAD 83(1986)-  36 33 59.     (N)    084 02 09.     (W)     SCALED    
 GB0110* NAVD 88     -       316.296  (meters)    1037.71   (feet)  ADJUSTED  
 GB0110  ___________________________________________________________________
 GB0110  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0110  DYNAMIC HT  -         316.022 (meters)    1036.82  (feet)  COMP
 GB0110  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GB0110
 GB0110  VERT ORDER  -  SECOND    CLASS 0
 GB0110
 GB0110.The horizontal coordinates were scaled from a topographic map and have
 GB0110.an estimated accuracy of +/- 6 seconds.
 GB0110
 GB0110.The orthometric height was determined by differential leveling
 GB0110.and adjusted by the National Geodetic Survey in June 1991..
 GB0110
 GB0110.The geoid height was determined by GEOID03.
 GB0110
 GB0110.The dynamic height is computed by dividing the NAVD 88
 GB0110.geopotential number by the normal gravity value computed on the
 GB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0110.degrees latitude (g = 980.6199 gals.).
 GB0110
 GB0110.The modeled gravity was interpolated from observed gravity values.
 GB0110
 GB0110;                    North         East    Units  Estimated Accuracy
 GB0110;SPC TN       -   249,530.      775,820.      MT  (+/- 180 meters Scaled)
 GB0110
 GB0110                          SUPERSEDED SURVEY CONTROL
 GB0110
 GB0110  NGVD 29 (??/??/92)  316.443  (m)         1038.20   (f) ADJ UNCH    2 0
 GB0110
 GB0110.Superseded values are not recommended for survey control.
 GB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0110.See file dsdata.txt to determine how the superseded data were derived.
 GB0110
 GB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652508(NAD 83)
 GB0110_MARKER: DB = BENCH MARK DISK
 GB0110_SETTING: 66 = SET IN ROCK OUTCROP
 GB0110_SP_SET: ROCK LEDGE
 GB0110_STAMPING: L 79 1935 1038.197
 GB0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0110+STABILITY: POSITION/ELEVATION WELL
 GB0110
 GB0110  HISTORY     - Date     Condition        Report By
 GB0110  HISTORY     - 1935     MONUMENTED       CGS
 GB0110  HISTORY     - 1957     GOOD             NGS
 GB0110
 GB0110                          STATION DESCRIPTION
 GB0110
 GB0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0110'AT HOLTON.
 GB0110'AT HOLTON, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0110'RAILROAD, 9 RAILS NORTH OF THE NORTH END OF THE STATION, 14.2
 GB0110'FEET EAST OF THE EAST RAIL, IN THE TOP OF A ROCK LEDGE, AND
 GB0110'ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1010 ***********************************************************************
 FC1010  DESIGNATION -  L 8
 FC1010  PID         -  FC1010
 FC1010  STATE/COUNTY-  TN/CUMBERLAND
 FC1010  USGS QUAD   -  CROSSVILLE (1982)
 FC1010
 FC1010                         *CURRENT SURVEY CONTROL
 FC1010  ___________________________________________________________________
 FC1010* NAD 83(1986)-  35 56 54.     (N)    085 01 34.     (W)     SCALED    
 FC1010* NAVD 88     -       568.519  (meters)    1865.22   (feet)  ADJUSTED  
 FC1010  ___________________________________________________________________
 FC1010  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1010  DYNAMIC HT  -         567.988 (meters)    1863.47  (feet)  COMP
 FC1010  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FC1010
 FC1010  VERT ORDER  -  SECOND    CLASS 0
 FC1010
 FC1010.The horizontal coordinates were scaled from a topographic map and have
 FC1010.an estimated accuracy of +/- 6 seconds.
 FC1010
 FC1010.The orthometric height was determined by differential leveling
 FC1010.and adjusted by the National Geodetic Survey in June 1991..
 FC1010
 FC1010.The geoid height was determined by GEOID03.
 FC1010
 FC1010.The dynamic height is computed by dividing the NAVD 88
 FC1010.geopotential number by the normal gravity value computed on the
 FC1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1010.degrees latitude (g = 980.6199 gals.).
 FC1010
 FC1010.The modeled gravity was interpolated from observed gravity values.
 FC1010
 FC1010;                    North         East    Units  Estimated Accuracy
 FC1010;SPC TN       -   179,620.      687,860.      MT  (+/- 180 meters Scaled)
 FC1010
 FC1010                          SUPERSEDED SURVEY CONTROL
 FC1010
 FC1010  NGVD 29 (??/??/92)  568.576  (m)         1865.40   (f) ADJ UNCH    2 0
 FC1010
 FC1010.Superseded values are not recommended for survey control.
 FC1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1010.See file dsdata.txt to determine how the superseded data were derived.
 FC1010
 FC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE780800(NAD 83)
 FC1010_MARKER: DB = BENCH MARK DISK
 FC1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1010_SP_SET: BUILDING
 FC1010_STAMPING: 1865.570 L 8 1931
 FC1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1010
 FC1010  HISTORY     - Date     Condition        Report By
 FC1010  HISTORY     - 1931     MONUMENTED       CGS
 FC1010  HISTORY     - 1943     GOOD             NGS
 FC1010
 FC1010                          STATION DESCRIPTION
 FC1010
 FC1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1010'AT CROSSVILLE.
 FC1010'AT CROSSVILLE, CUMBERLAND COUNTY, AT THE COUNTY COURTHOUSE, 4.7
 FC1010'FEET FROM THE NORTHEAST CORNER, 2.3 FEET BELOW A WINDOW, AND 5.8
 FC1010'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 1865.570 L 8 1931
 FC1010'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1804 ***********************************************************************
 GB1804  DESIGNATION -  L 81
 GB1804  PID         -  GB1804
 GB1804  STATE/COUNTY-  TN/WHITE
 GB1804  USGS QUAD   -  BURGESS FALLS (1986)
 GB1804
 GB1804                         *CURRENT SURVEY CONTROL
 GB1804  ___________________________________________________________________
 GB1804* NAD 83(1986)-  36 02 49.     (N)    085 31 08.     (W)     SCALED    
 GB1804* NAVD 88     -       320.645  (meters)    1051.98   (feet)  ADJUSTED  
 GB1804  ___________________________________________________________________
 GB1804  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB1804  DYNAMIC HT  -         320.360 (meters)    1051.05  (feet)  COMP
 GB1804  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 GB1804
 GB1804  VERT ORDER  -  SECOND    CLASS 0
 GB1804
 GB1804.The horizontal coordinates were scaled from a topographic map and have
 GB1804.an estimated accuracy of +/- 6 seconds.
 GB1804
 GB1804.The orthometric height was determined by differential leveling
 GB1804.and adjusted by the National Geodetic Survey in June 1991..
 GB1804
 GB1804.The geoid height was determined by GEOID03.
 GB1804
 GB1804.The dynamic height is computed by dividing the NAVD 88
 GB1804.geopotential number by the normal gravity value computed on the
 GB1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1804.degrees latitude (g = 980.6199 gals.).
 GB1804
 GB1804.The modeled gravity was interpolated from observed gravity values.
 GB1804
 GB1804;                    North         East    Units  Estimated Accuracy
 GB1804;SPC TN       -   190,230.      643,350.      MT  (+/- 180 meters Scaled)
 GB1804
 GB1804                          SUPERSEDED SURVEY CONTROL
 GB1804
 GB1804  NGVD 29 (??/??/92)  320.721  (m)         1052.23   (f) ADJ UNCH    2 0
 GB1804
 GB1804.Superseded values are not recommended for survey control.
 GB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1804.See file dsdata.txt to determine how the superseded data were derived.
 GB1804
 GB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE334901(NAD 83)
 GB1804_MARKER: DB = BENCH MARK DISK
 GB1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1804_STAMPING: L 81 1935
 GB1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1804+STABILITY: SURFACE MOTION
 GB1804
 GB1804  HISTORY     - Date     Condition        Report By
 GB1804  HISTORY     - 1935     MONUMENTED       CGS
 GB1804  HISTORY     - 1972     MARK NOT FOUND   NGS
 GB1804
 GB1804                          STATION DESCRIPTION
 GB1804
 GB1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1804'8.9 MI NW FROM SPARTA.
 GB1804'8.9 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM SPARTA, WHITE COUNTY,
 GB1804'IN THE SOUTHEAST CORNER OF A WOODS, 29 FEET WEST OF THE CENTERLINE
 GB1804'OF THE HIGHWAY, 33 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVE
 GB1804'LEADING TO THE HOME OF W.S. RAY, AND LEVEL WITH THE HIGHWAY.  A
 GB1804'STANDARD DISK, STAMPED L 81 1935 AND SET IN THE TOP OF A CONCRETE
 GB1804'POST.
 GB1804
 GB1804                          STATION RECOVERY (1972)
 GB1804
 GB1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GB1804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1975 ***********************************************************************
 GB1975  DESIGNATION -  L 82
 GB1975  PID         -  GB1975
 GB1975  STATE/COUNTY-  TN/CLAY
 GB1975  USGS QUAD   -  UNION HILL (1968)
 GB1975
 GB1975                         *CURRENT SURVEY CONTROL
 GB1975  ___________________________________________________________________
 GB1975* NAD 83(1986)-  36 35 29.     (N)    085 44 41.     (W)     SCALED    
 GB1975* NAVD 88     -       233.753  (meters)     766.90   (feet)  ADJUSTED  
 GB1975  ___________________________________________________________________
 GB1975  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1975  DYNAMIC HT  -         233.555 (meters)     766.25  (feet)  COMP
 GB1975  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GB1975
 GB1975  VERT ORDER  -  SECOND    CLASS 0
 GB1975
 GB1975.The horizontal coordinates were scaled from a topographic map and have
 GB1975.an estimated accuracy of +/- 6 seconds.
 GB1975
 GB1975.The orthometric height was determined by differential leveling
 GB1975.and adjusted by the National Geodetic Survey in June 1991..
 GB1975
 GB1975.The geoid height was determined by GEOID03.
 GB1975
 GB1975.The dynamic height is computed by dividing the NAVD 88
 GB1975.geopotential number by the normal gravity value computed on the
 GB1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1975.degrees latitude (g = 980.6199 gals.).
 GB1975
 GB1975.The modeled gravity was interpolated from observed gravity values.
 GB1975
 GB1975;                    North         East    Units  Estimated Accuracy
 GB1975;SPC TN       -   250,570.      622,840.      MT  (+/- 180 meters Scaled)
 GB1975
 GB1975                          SUPERSEDED SURVEY CONTROL
 GB1975
 GB1975  NGVD 29 (??/??/92)  233.859  (m)          767.25   (f) ADJ UNCH    2 0
 GB1975
 GB1975.Superseded values are not recommended for survey control.
 GB1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1975.See file dsdata.txt to determine how the superseded data were derived.
 GB1975
 GB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF122502(NAD 83)
 GB1975_MARKER: DB = BENCH MARK DISK
 GB1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1975_STAMPING: L 82 1935
 GB1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1975+STABILITY: SURFACE MOTION
 GB1975
 GB1975  HISTORY     - Date     Condition        Report By
 GB1975  HISTORY     - 1935     MONUMENTED       CGS
 GB1975
 GB1975                          STATION DESCRIPTION
 GB1975
 GB1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1975'2.2 MI E FROM HERMITAGE SPRINGS.
 GB1975'2.2 MILES EAST ALONG STATE HIGHWAY 52 FROM HERMITAGE SPRINGS, CLAY
 GB1975'COUNTY, 110 YARDS WEST OF LITTLE TRACE CREEK, 48 YARDS WEST OF
 GB1975'A HOUSE, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 GB1975'SOUTH OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 GB1975'STANDARD DISK, STAMPED L 82 1935 AND SET IN THE TOP OF A CONCRETE
 GB1975'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1618 ***********************************************************************
 GB1618  DESIGNATION -  L 84
 GB1618  PID         -  GB1618
 GB1618  STATE/COUNTY-  TN/PUTNAM
 GB1618  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1618
 GB1618                         *CURRENT SURVEY CONTROL
 GB1618  ___________________________________________________________________
 GB1618* NAD 83(1986)-  36 11 15.     (N)    085 28 12.     (W)     SCALED    
 GB1618* NAVD 88     -       344.276  (meters)    1129.51   (feet)  ADJUSTED  
 GB1618  ___________________________________________________________________
 GB1618  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1618  DYNAMIC HT  -         343.969 (meters)    1128.51  (feet)  COMP
 GB1618  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 GB1618
 GB1618  VERT ORDER  -  SECOND    CLASS 0
 GB1618
 GB1618.The horizontal coordinates were scaled from a topographic map and have
 GB1618.an estimated accuracy of +/- 6 seconds.
 GB1618
 GB1618.The orthometric height was determined by differential leveling
 GB1618.and adjusted by the National Geodetic Survey in June 1991..
 GB1618
 GB1618.The geoid height was determined by GEOID03.
 GB1618
 GB1618.The dynamic height is computed by dividing the NAVD 88
 GB1618.geopotential number by the normal gravity value computed on the
 GB1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1618.degrees latitude (g = 980.6199 gals.).
 GB1618
 GB1618.The modeled gravity was interpolated from observed gravity values.
 GB1618
 GB1618;                    North         East    Units  Estimated Accuracy
 GB1618;SPC TN       -   205,850.      647,670.      MT  (+/- 180 meters Scaled)
 GB1618
 GB1618                          SUPERSEDED SURVEY CONTROL
 GB1618
 GB1618  NGVD 29 (??/??/92)  344.360  (m)         1129.79   (f) ADJ UNCH    2 0
 GB1618
 GB1618.Superseded values are not recommended for survey control.
 GB1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1618.See file dsdata.txt to determine how the superseded data were derived.
 GB1618
 GB1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375058(NAD 83)
 GB1618_MARKER: DB = BENCH MARK DISK
 GB1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1618_STAMPING: L 84 1935
 GB1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1618+STABILITY: SURFACE MOTION
 GB1618
 GB1618  HISTORY     - Date     Condition        Report By
 GB1618  HISTORY     - 1935     MONUMENTED       CGS
 GB1618  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB1618
 GB1618                          STATION DESCRIPTION
 GB1618
 GB1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1618'2.9 MI NE FROM COOKEVILLE.
 GB1618'2.9 MILES NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1618'THE STATION AT COOKEVILLE, PUTNAM COUNTY, 0.1 MILE WEST OF A
 GB1618'DIRT-ROAD CROSSING, 75 YARDS SOUTHWEST OF A FARMHOUSE, 18
 GB1618'FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 GB1618'TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 84 1935 AND SET
 GB1618'IN THE TOP OF A CONCRETE POST.  NOTE-- THERE WAS A NEW COUNTY
 GB1618'ROAD BUILT THROUGH THIS SECTION, LOCAL PEOPLE BELIEVE MARK WAS
 GB1618'COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0363 ***********************************************************************
 GC0363  DESIGNATION -  L 85
 GC0363  PID         -  GC0363
 GC0363  STATE/COUNTY-  TN/DAVIDSON
 GC0363  USGS QUAD   -  HERMITAGE (1983)
 GC0363
 GC0363                         *CURRENT SURVEY CONTROL
 GC0363  ___________________________________________________________________
 GC0363* NAD 83(1986)-  36 11 17.     (N)    086 36 29.     (W)     SCALED    
 GC0363* NAVD 88     -       132.493  (meters)     434.69   (feet)  ADJUSTED  
 GC0363  ___________________________________________________________________
 GC0363  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0363  DYNAMIC HT  -         132.381 (meters)     434.32  (feet)  COMP
 GC0363  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GC0363
 GC0363  VERT ORDER  -  SECOND    CLASS 0
 GC0363
 GC0363.The horizontal coordinates were scaled from a topographic map and have
 GC0363.an estimated accuracy of +/- 6 seconds.
 GC0363
 GC0363.The orthometric height was determined by differential leveling
 GC0363.and adjusted by the National Geodetic Survey in June 1991..
 GC0363
 GC0363.The geoid height was determined by GEOID03.
 GC0363
 GC0363.The dynamic height is computed by dividing the NAVD 88
 GC0363.geopotential number by the normal gravity value computed on the
 GC0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0363.degrees latitude (g = 980.6199 gals.).
 GC0363
 GC0363.The modeled gravity was interpolated from observed gravity values.
 GC0363
 GC0363;                    North         East    Units  Estimated Accuracy
 GC0363;SPC TN       -   205,950.      545,310.      MT  (+/- 180 meters Scaled)
 GC0363
 GC0363                          SUPERSEDED SURVEY CONTROL
 GC0363
 GC0363  NGVD 29 (??/??/92)  132.544  (m)          434.85   (f) ADJ UNCH    2 0
 GC0363
 GC0363.Superseded values are not recommended for survey control.
 GC0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0363.See file dsdata.txt to determine how the superseded data were derived.
 GC0363
 GC0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF352048(NAD 83)
 GC0363_MARKER: DB = BENCH MARK DISK
 GC0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0363_STAMPING: L 85 1935
 GC0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0363+STABILITY: SURFACE MOTION
 GC0363
 GC0363  HISTORY     - Date     Condition        Report By
 GC0363  HISTORY     - 1935     MONUMENTED       CGS
 GC0363
 GC0363                          STATION DESCRIPTION
 GC0363
 GC0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0363'3.6 MI E FROM DONELSON.
 GC0363'3.6 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0363'AT DONELSON, DAVIDSON COUNTY, AT FLAG STATION TRAVIS, 23 FEET
 GC0363'NORTH OF THE CENTERLINE OF A MACADAM ROAD, 26 FEET SOUTHEAST OF
 GC0363'THE SOUTHEAST RAIL, 10 FEET NORTH OF A FENCE, AND 2 FEET LOWER
 GC0363'THAN THE RAIL.  A STANDARD DISK, STAMPED L 85 1935 AND SET IN
 GC0363'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0157 ***********************************************************************
 GC0157  DESIGNATION -  L 86
 GC0157  PID         -  GC0157
 GC0157  STATE/COUNTY-  TN/SUMNER
 GC0157  USGS QUAD   -  LAGUARDO (1983)
 GC0157
 GC0157                         *CURRENT SURVEY CONTROL
 GC0157  ___________________________________________________________________
 GC0157* NAD 83(1986)-  36 22 22.     (N)    086 29 31.     (W)     SCALED    
 GC0157* NAVD 88     -       150.818  (meters)     494.81   (feet)  ADJUSTED  
 GC0157  ___________________________________________________________________
 GC0157  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0157  DYNAMIC HT  -         150.693 (meters)     494.40  (feet)  COMP
 GC0157  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GC0157
 GC0157  VERT ORDER  -  SECOND    CLASS 0
 GC0157
 GC0157.The horizontal coordinates were scaled from a topographic map and have
 GC0157.an estimated accuracy of +/- 6 seconds.
 GC0157
 GC0157.The orthometric height was determined by differential leveling
 GC0157.and adjusted by the National Geodetic Survey in June 1991..
 GC0157
 GC0157.The geoid height was determined by GEOID03.
 GC0157
 GC0157.The dynamic height is computed by dividing the NAVD 88
 GC0157.geopotential number by the normal gravity value computed on the
 GC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0157.degrees latitude (g = 980.6199 gals.).
 GC0157
 GC0157.The modeled gravity was interpolated from observed gravity values.
 GC0157
 GC0157;                    North         East    Units  Estimated Accuracy
 GC0157;SPC TN       -   226,390.      555,860.      MT  (+/- 180 meters Scaled)
 GC0157
 GC0157                          SUPERSEDED SURVEY CONTROL
 GC0157
 GC0157  NGVD 29 (??/??/92)  150.886  (m)          495.03   (f) ADJ UNCH    2 0
 GC0157
 GC0157.Superseded values are not recommended for survey control.
 GC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0157.See file dsdata.txt to determine how the superseded data were derived.
 GC0157
 GC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF455254(NAD 83)
 GC0157_MARKER: DB = BENCH MARK DISK
 GC0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0157_STAMPING: L 86 1935
 GC0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0157+STABILITY: SURFACE MOTION
 GC0157
 GC0157  HISTORY     - Date     Condition        Report By
 GC0157  HISTORY     - 1935     MONUMENTED       CGS
 GC0157  HISTORY     - 1950     MARK NOT FOUND   USGS
 GC0157
 GC0157                          STATION DESCRIPTION
 GC0157
 GC0157'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GC0157'2.7 MI S FROM GALLATIN.
 GC0157'2.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0157'FROM THE STATION AT GALLATIN, SUMNER COUNTY, 170 YARDS WEST OF
 GC0157'SEMAPHORE 1611, AT A ROAD CROSSING, 18 FEET WEST OF THE CENTERLINE
 GC0157'OF THE DIRT ROAD, 17.5 FEET SOUTH OF THE SOUTH RAIL, 17 FEET
 GC0157'NORTH OF A FENCE, AND LEVEL WITH THE BASE OF THE RAIL.  A
 GC0157'STANDARD DISK, STAMPED L 86 1935 AND SET IN THE TOP OF A
 GC0157'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0438 ***********************************************************************
 GC0438  DESIGNATION -  L 87
 GC0438  PID         -  GC0438
 GC0438  STATE/COUNTY-  TN/ROBERTSON
 GC0438  USGS QUAD   -  GREENBRIER (1981)
 GC0438
 GC0438                         *CURRENT SURVEY CONTROL
 GC0438  ___________________________________________________________________
 GC0438* NAD 83(1986)-  36 29 22.     (N)    086 51 39.     (W)     SCALED    
 GC0438* NAVD 88     -       223.089  (meters)     731.92   (feet)  ADJUSTED  
 GC0438  ___________________________________________________________________
 GC0438  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0438  DYNAMIC HT  -         222.901 (meters)     731.30  (feet)  COMP
 GC0438  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GC0438
 GC0438  VERT ORDER  -  SECOND    CLASS 0
 GC0438
 GC0438.The horizontal coordinates were scaled from a topographic map and have
 GC0438.an estimated accuracy of +/- 6 seconds.
 GC0438
 GC0438.The orthometric height was determined by differential leveling
 GC0438.and adjusted by the National Geodetic Survey in June 1991..
 GC0438
 GC0438.The geoid height was determined by GEOID03.
 GC0438
 GC0438.The dynamic height is computed by dividing the NAVD 88
 GC0438.geopotential number by the normal gravity value computed on the
 GC0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0438.degrees latitude (g = 980.6199 gals.).
 GC0438
 GC0438.The modeled gravity was interpolated from observed gravity values.
 GC0438
 GC0438;                    North         East    Units  Estimated Accuracy
 GC0438;SPC TN       -   239,560.      522,870.      MT  (+/- 180 meters Scaled)
 GC0438
 GC0438                          SUPERSEDED SURVEY CONTROL
 GC0438
 GC0438  NGVD 29 (??/??/92)  223.131  (m)          732.06   (f) ADJ UNCH    2 0
 GC0438
 GC0438.Superseded values are not recommended for survey control.
 GC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0438.See file dsdata.txt to determine how the superseded data were derived.
 GC0438
 GC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124382(NAD 83)
 GC0438_MARKER: DB = BENCH MARK DISK
 GC0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0438_STAMPING: L 87 1935
 GC0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0438+STABILITY: SURFACE MOTION
 GC0438
 GC0438  HISTORY     - Date     Condition        Report By
 GC0438  HISTORY     - 1935     MONUMENTED       CGS
 GC0438  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0438  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0438
 GC0438                          STATION DESCRIPTION
 GC0438
 GC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0438'2 MI SE FROM SPRINGFIELD.
 GC0438'2.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0438'FROM THE STATION AT SPRINGFIELD, ROBERTSON COUNTY, 0.2 MILE
 GC0438'NORTH OF A CONCRETE OVERHEAD HIGHWAY BRIDGE, 44 FEET SOUTHEAST
 GC0438'OF THE CROSSING OF THE CENTERLINE OF A PRIVATE LANE, 15.7
 GC0438'FEET EAST OF THE EAST RAIL, AND 1.5 FEET LOWER THAN THE TOP OF
 GC0438'THE RAIL.  A STANDARD DISK, STAMPED L 87 1935 AND SET IN THE TOP
 GC0438'OF A CONCRETE POST.
 GC0438
 GC0438                          STATION RECOVERY (1961)
 GC0438
 GC0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0304 ***********************************************************************
 FF0304  DESIGNATION -  L 88
 FF0304  PID         -  FF0304
 FF0304  STATE/COUNTY-  TN/SHELBY
 FF0304  USGS QUAD   -  LOCKE (1970)
 FF0304
 FF0304                         *CURRENT SURVEY CONTROL
 FF0304  ___________________________________________________________________
 FF0304* NAD 83(1986)-  35 15 05.     (N)    090 03 21.     (W)     SCALED    
 FF0304* NAVD 88     -        88.219  (meters)     289.43   (feet)  ADJUSTED  
 FF0304  ___________________________________________________________________
 FF0304  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0304  DYNAMIC HT  -          88.140 (meters)     289.17  (feet)  COMP
 FF0304  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FF0304
 FF0304  VERT ORDER  -  FIRST     CLASS II
 FF0304
 FF0304.The horizontal coordinates were scaled from a topographic map and have
 FF0304.an estimated accuracy of +/- 6 seconds.
 FF0304
 FF0304.The orthometric height was determined by differential leveling
 FF0304.and adjusted by the National Geodetic Survey in June 1991..
 FF0304
 FF0304.The geoid height was determined by GEOID03.
 FF0304
 FF0304.The dynamic height is computed by dividing the NAVD 88
 FF0304.geopotential number by the normal gravity value computed on the
 FF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0304.degrees latitude (g = 980.6199 gals.).
 FF0304
 FF0304.The modeled gravity was interpolated from observed gravity values.
 FF0304
 FF0304;                    North         East    Units  Estimated Accuracy
 FF0304;SPC TN       -   109,510.      230,990.      MT  (+/- 180 meters Scaled)
 FF0304
 FF0304                          SUPERSEDED SURVEY CONTROL
 FF0304
 FF0304  NGVD 29 (??/??/??)   88.182  (m)          289.31   (f) ADJUSTED    1 2
 FF0304
 FF0304.Superseded values are not recommended for survey control.
 FF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0304.See file dsdata.txt to determine how the superseded data were derived.
 FF0304
 FF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV678048(NAD 83)
 FF0304_MARKER: DB = BENCH MARK DISK
 FF0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0304_STAMPING: L 88 1957
 FF0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0304+STABILITY: SURFACE MOTION
 FF0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0304+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 FF0304
 FF0304  HISTORY     - Date     Condition        Report By
 FF0304  HISTORY     - 1957     MONUMENTED       CGS
 FF0304  HISTORY     - 19980822 GOOD             TN1620
 FF0304  HISTORY     - 20021021 GOOD             USACE
 FF0304  HISTORY     - 20040303 GOOD             TN1620
 FF0304
 FF0304                          STATION DESCRIPTION
 FF0304
 FF0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0304'4.3 MI NW FROM FRAYSER.
 FF0304'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0304'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE
 FF0304'WEST ALONG MARSHA ROAD, THENCE 3.3 MILES NORTH AND NORTHWEST
 FF0304'ALONG BENJESTOWN ROAD, AT THE JUNCTION OF CIRCLE ROAD LEADING
 FF0304'EAST, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE BENJESTOWN
 FF0304'ROAD, 90 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FF0304'BENJESTOWN ROAD AND CIRCLE ROAD LEADING EAST, 91 FEET NORTH AND
 FF0304'ACROSS A DRIVEWAY FROM THE NORTHEAST CORNER OF A BRICK HOME, 32
 FF0304'FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 14 FEET
 FF0304'SOUTHEAST OF A FENCE LINE, 5 FEET SOUTHWEST OF TELEPHONE CABLE
 FF0304'POLE NO. 40522/82, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FF0304'POST, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 FF0304'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FF0304
 FF0304                          STATION RECOVERY (1998)
 FF0304
 FF0304'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (RS)
 FF0304'RECOVERED IN GOOD CONDITION.
 FF0304
 FF0304                          STATION RECOVERY (2002)
 FF0304
 FF0304'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0304'MARK IS IN N PART OF FRONT YARD OF RESIDENCE AT 4595 BENJENTOWN RD.
 FF0304
 FF0304                          STATION RECOVERY (2004)
 FF0304
 FF0304'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (MP)
 FF0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1641 ***********************************************************************
 FE1641  DESIGNATION -  L 89
 FE1641  PID         -  FE1641
 FE1641  STATE/COUNTY-  TN/LAUDERDALE
 FE1641  USGS QUAD   -  GILT EDGE (1981)
 FE1641
 FE1641                         *CURRENT SURVEY CONTROL
 FE1641  ___________________________________________________________________
 FE1641* NAD 83(1986)-  35 36 27.     (N)    089 51 59.     (W)     SCALED    
 FE1641* NAVD 88     -        79.996  (meters)     262.45   (feet)  ADJUSTED  
 FE1641  ___________________________________________________________________
 FE1641  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1641  DYNAMIC HT  -          79.928 (meters)     262.23  (feet)  COMP
 FE1641  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 FE1641
 FE1641  VERT ORDER  -  FIRST     CLASS II
 FE1641
 FE1641.The horizontal coordinates were scaled from a topographic map and have
 FE1641.an estimated accuracy of +/- 6 seconds.
 FE1641
 FE1641.The orthometric height was determined by differential leveling
 FE1641.and adjusted by the National Geodetic Survey in June 1991..
 FE1641
 FE1641.The geoid height was determined by GEOID03.
 FE1641
 FE1641.The dynamic height is computed by dividing the NAVD 88
 FE1641.geopotential number by the normal gravity value computed on the
 FE1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1641.degrees latitude (g = 980.6199 gals.).
 FE1641
 FE1641.The modeled gravity was interpolated from observed gravity values.
 FE1641
 FE1641;                    North         East    Units  Estimated Accuracy
 FE1641;SPC TN       -   148,290.      249,780.      MT  (+/- 180 meters Scaled)
 FE1641
 FE1641                          SUPERSEDED SURVEY CONTROL
 FE1641
 FE1641  NGVD 29 (??/??/??)   79.965  (m)          262.35   (f) ADJUSTED    1 2
 FE1641
 FE1641.Superseded values are not recommended for survey control.
 FE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1641.See file dsdata.txt to determine how the superseded data were derived.
 FE1641
 FE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE403441(NAD 83)
 FE1641_MARKER: DB = BENCH MARK DISK
 FE1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1641_STAMPING: L 89 1957
 FE1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1641+STABILITY: SURFACE MOTION
 FE1641
 FE1641  HISTORY     - Date     Condition        Report By
 FE1641  HISTORY     - 1957     MONUMENTED       CGS
 FE1641  HISTORY     - 1974     GOOD             LOCSUR
 FE1641  HISTORY     - 19971204 SEE DESCRIPTION  USE
 FE1641
 FE1641                          STATION DESCRIPTION
 FE1641
 FE1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1641'1 MI E FROM FULTON.
 FE1641'1.0 MILE EAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE AT
 FE1641'FULTON, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 FE1641'SOUTHEAST OF A POWER LINE POLE, 9 FEET NORTH-NORTHWEST OF THE
 FE1641'NORTHEAST CORNER OF A SMALL HOUSE OWNED BY ALFRED FAIN, 5 FEET
 FE1641'NORTH-NORTHWEST OF THE CENTER OF THE TOP OF A CISTERN, 3 1/2
 FE1641'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH, 1 FOOT BELOW
 FE1641'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE1641'PROJECTING 1 INCH ABOVE THE GROUND.
 FE1641
 FE1641                          STATION RECOVERY (1974)
 FE1641
 FE1641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1641'RECOVERED IN GOOD CONDITION.
 FE1641
 FE1641                          STATION RECOVERY (1997)
 FE1641
 FE1641'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE1641'FOUND CONCRETE POST.  CAP HAS BEEN REMOVED FROM POST.  DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0705 ***********************************************************************
 FD0705  DESIGNATION -  L 9
 FD0705  PID         -  FD0705
 FD0705  STATE/COUNTY-  TN/MAURY
 FD0705  USGS QUAD   -  COLUMBIA (1989)
 FD0705
 FD0705                         *CURRENT SURVEY CONTROL
 FD0705  ___________________________________________________________________
 FD0705* NAD 83(1986)-  35 36 42.     (N)    087 03 03.     (W)     SCALED    
 FD0705* NAVD 88     -       205.550  (meters)     674.38   (feet)  ADJUSTED  
 FD0705  ___________________________________________________________________
 FD0705  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0705  DYNAMIC HT  -         205.369 (meters)     673.78  (feet)  COMP
 FD0705  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FD0705
 FD0705  VERT ORDER  -  FIRST     CLASS II
 FD0705
 FD0705.The horizontal coordinates were scaled from a topographic map and have
 FD0705.an estimated accuracy of +/- 6 seconds.
 FD0705
 FD0705.The orthometric height was determined by differential leveling
 FD0705.and adjusted by the National Geodetic Survey in June 1991..
 FD0705
 FD0705.The geoid height was determined by GEOID03.
 FD0705
 FD0705.The dynamic height is computed by dividing the NAVD 88
 FD0705.geopotential number by the normal gravity value computed on the
 FD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0705.degrees latitude (g = 980.6199 gals.).
 FD0705
 FD0705.The modeled gravity was interpolated from observed gravity values.
 FD0705
 FD0705;                    North         East    Units  Estimated Accuracy
 FD0705;SPC TN       -   142,340.      504,800.      MT  (+/- 180 meters Scaled)
 FD0705
 FD0705                          SUPERSEDED SURVEY CONTROL
 FD0705
 FD0705  NGVD 29 (??/??/92)  205.531  (m)          674.31   (f) ADJ UNCH    1 2
 FD0705
 FD0705.Superseded values are not recommended for survey control.
 FD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0705.See file dsdata.txt to determine how the superseded data were derived.
 FD0705
 FD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE953408(NAD 83)
 FD0705_MARKER: DB = BENCH MARK DISK
 FD0705_SETTING: 66 = SET IN ROCK OUTCROP
 FD0705_SP_SET: SET IN ROCK OUTCROP
 FD0705_STAMPING: L 9 1931 674.503
 FD0705_MARK LOGO: CGS   
 FD0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0705
 FD0705  HISTORY     - Date     Condition        Report By
 FD0705  HISTORY     - 1931     MONUMENTED       CGS
 FD0705  HISTORY     - 1949     GOOD             NGS
 FD0705  HISTORY     - 1953     GOOD             NGS
 FD0705  HISTORY     - 1984     GOOD             NGS
 FD0705
 FD0705                          STATION DESCRIPTION
 FD0705
 FD0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0705'0.8 MI NW FROM COLUMBIA.
 FD0705'ABOUT 0.8 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FD0705'RAILROAD FROM THE STATION AT COLUMBIA, ABOUT 0.25 MILE SOUTHEAST
 FD0705'OF THE CROSSING OF STATE HIGHWAY 6, 167 FEET WEST OF THE WEST
 FD0705'END OF THE NORTH WOOD PILING ABUTMENT OF A STEEL BRIDGE OVERPASS
 FD0705'OVER RAILROAD, SET IN THE TOP OF A TRIANGLE SHAPED OUTCROPPING
 FD0705'OF ROCK OUT OF CUT BANK, 7.8 FEET NORTH OF THE NORTH RAIL AND
 FD0705'ABOUT 1 1/2 FEET ABOVE THE TRACK.
 FD0705
 FD0705                          STATION RECOVERY (1953)
 FD0705
 FD0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD0705'RECOVERED IN GOOD CONDITION.
 FD0705
 FD0705                          STATION RECOVERY (1984)
 FD0705
 FD0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0705'RECOVERED IN GOOD CONDITION.
 FD0705'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1331 ***********************************************************************
 FE1331  DESIGNATION -  L 90
 FE1331  PID         -  FE1331
 FE1331  STATE/COUNTY-  TN/TIPTON
 FE1331  USGS QUAD   -  DRUMMONDS (1983)
 FE1331
 FE1331                         *CURRENT SURVEY CONTROL
 FE1331  ___________________________________________________________________
 FE1331* NAD 83(1986)-  35 27 06.     (N)    089 58 31.     (W)     SCALED    
 FE1331* NAVD 88     -        71.448  (meters)     234.41   (feet)  ADJUSTED  
 FE1331  ___________________________________________________________________
 FE1331  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1331  DYNAMIC HT  -          71.384 (meters)     234.20  (feet)  COMP
 FE1331  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FE1331
 FE1331  VERT ORDER  -  FIRST     CLASS II
 FE1331
 FE1331.The horizontal coordinates were scaled from a topographic map and have
 FE1331.an estimated accuracy of +/- 6 seconds.
 FE1331
 FE1331.The orthometric height was determined by differential leveling
 FE1331.and adjusted by the National Geodetic Survey in June 1991..
 FE1331
 FE1331.The geoid height was determined by GEOID03.
 FE1331
 FE1331.The dynamic height is computed by dividing the NAVD 88
 FE1331.geopotential number by the normal gravity value computed on the
 FE1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1331.degrees latitude (g = 980.6199 gals.).
 FE1331
 FE1331.The modeled gravity was interpolated from observed gravity values.
 FE1331
 FE1331;                    North         East    Units  Estimated Accuracy
 FE1331;SPC TN       -   131,410.      239,220.      MT  (+/- 180 meters Scaled)
 FE1331
 FE1331                          SUPERSEDED SURVEY CONTROL
 FE1331
 FE1331  NGVD 29 (??/??/??)   71.416  (m)          234.30   (f) ADJUSTED    1 2
 FE1331
 FE1331.Superseded values are not recommended for survey control.
 FE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1331.See file dsdata.txt to determine how the superseded data were derived.
 FE1331
 FE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE299272(NAD 83)
 FE1331_MARKER: P = PIPE CAP
 FE1331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1331_STAMPING: L 90 1957
 FE1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1331
 FE1331  HISTORY     - Date     Condition        Report By
 FE1331  HISTORY     - 1957     MONUMENTED       CGS
 FE1331  HISTORY     - 20020412 POOR             USACE
 FE1331
 FE1331                          STATION DESCRIPTION
 FE1331
 FE1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1331'3.6 MI NW FROM DIXONVILLE.
 FE1331'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1331'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG
 FE1331'A GRAVEL ROAD, THENCE 0.75 MILE WEST ALONG A DIRT FARM ROAD,
 FE1331'THENCE 0.35 MILE NORTH ALONG A DIRT FARM ROAD, ABOUT 0.8 MILE
 FE1331'SOUTH OF A DIRT FARM ROAD LEADING WEST TO THE MISSISSIPPI RIVER,
 FE1331'AT THE SOUTHEAST CORNER OF A WOODED AREA, 95 FEET WEST OF THE
 FE1331'CENTER LINE OF THE ROAD, 18 FEET WEST-SOUTHWEST OF A 28 INCH ELM
 FE1331'TREE, 22 FEET NORTH OF A 26-INCH PECAN TREE, 18 FEET
 FE1331'WEST-NORTHWEST OF A 30-INH PECAN TREE, ABOUT LEVEL WITH THE
 FE1331'ROAD, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING
 FE1331'5 INCHES ABOVE THE GROUND.
 FE1331
 FE1331                          STATION RECOVERY (2002)
 FE1331
 FE1331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1331'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1574 ***********************************************************************
 FE1574  DESIGNATION -  L 91
 FE1574  PID         -  FE1574
 FE1574  STATE/COUNTY-  TN/LAUDERDALE
 FE1574  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1574
 FE1574                         *CURRENT SURVEY CONTROL
 FE1574  ___________________________________________________________________
 FE1574* NAD 83(1986)-  35 47 19.     (N)    089 37 06.     (W)     SCALED    
 FE1574* NAVD 88     -       101.660  (meters)     333.53   (feet)  ADJUSTED  
 FE1574  ___________________________________________________________________
 FE1574  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1574  DYNAMIC HT  -         101.574 (meters)     333.25  (feet)  COMP
 FE1574  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 FE1574
 FE1574  VERT ORDER  -  FIRST     CLASS I
 FE1574
 FE1574.The horizontal coordinates were scaled from a topographic map and have
 FE1574.an estimated accuracy of +/- 6 seconds.
 FE1574
 FE1574.The orthometric height was determined by differential leveling
 FE1574.and adjusted by the National Geodetic Survey in June 1991..
 FE1574
 FE1574.The geoid height was determined by GEOID03.
 FE1574
 FE1574.The dynamic height is computed by dividing the NAVD 88
 FE1574.geopotential number by the normal gravity value computed on the
 FE1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1574.degrees latitude (g = 980.6199 gals.).
 FE1574
 FE1574.The modeled gravity was interpolated from observed gravity values.
 FE1574
 FE1574;                    North         East    Units  Estimated Accuracy
 FE1574;SPC TN       -   167,510.      272,980.      MT  (+/- 180 meters Scaled)
 FE1574
 FE1574                          SUPERSEDED SURVEY CONTROL
 FE1574
 FE1574  NGVD 29 (??/??/??)  101.618  (m)          333.39   (f) ADJUSTED    1 1
 FE1574
 FE1574.Superseded values are not recommended for survey control.
 FE1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1574.See file dsdata.txt to determine how the superseded data were derived.
 FE1574
 FE1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE633636(NAD 83)
 FE1574_MARKER: DB = BENCH MARK DISK
 FE1574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1574_SP_SET: 56 FEET
 FE1574_STAMPING: L 91 1957
 FE1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1574+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1574
 FE1574  HISTORY     - Date     Condition        Report By
 FE1574  HISTORY     - 1957     MONUMENTED       CGS
 FE1574  HISTORY     - 1974     GOOD             NGS
 FE1574  HISTORY     - 20020809 GOOD             USACE
 FE1574
 FE1574                          STATION DESCRIPTION
 FE1574
 FE1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1574'2 MI NW FROM ARP.
 FE1574'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ELEMENTARY
 FE1574'SCHOOL AT ARP, THENCE 1.15 MILES NORTH ALONG AN ASPHALT ROAD,
 FE1574'0.2 MILE SOUTH OF THE WALNUT GROVE BAPTIST CHURCH AND CEMETERY,
 FE1574'AT THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO CHURCH AND
 FE1574'PAVED ROAD LEADING WEST AND NORTHWEST, 61 FEET SOUTHEAST OF THE
 FE1574'CENTER OF THE JUNCTION, 44 FEET SOUTHEAST OF A LARGE LONE PECAN
 FE1574'TREE, 32 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO
 FE1574'HOUSE, 38 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD LEADING
 FE1574'NORTH TO CHURCH, 15 FEET EAST OF A FENCE CORNER POST, 1/2 FOOT
 FE1574'NORTH OF AN OLD FENCE LINE, 17.6 FEET EAST OF A TELEPHONE CABLE
 FE1574'PEDESTAL AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH BELOW
 FE1574'SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH TILE FLUSH WITH
 FE1574'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1574
 FE1574                          STATION RECOVERY (2002)
 FE1574
 FE1574'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1574'MONUMENT IS ALSO 1.0 FT E FO A 4 IN X4 IN CONCRETE POST PROJECTING 16
 FE1574'IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1396 ***********************************************************************
 FE1396  DESIGNATION -  L 92
 FE1396  PID         -  FE1396
 FE1396  STATE/COUNTY-  TN/SHELBY
 FE1396  USGS QUAD   -  MILLINGTON (1997)
 FE1396
 FE1396                         *CURRENT SURVEY CONTROL
 FE1396  ___________________________________________________________________
 FE1396* NAD 83(1986)-  35 18 31.     (N)    089 55 04.     (W)     SCALED    
 FE1396* NAVD 88     -        87.308  (meters)     286.44   (feet)  ADJUSTED  
 FE1396  ___________________________________________________________________
 FE1396  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1396  DYNAMIC HT  -          87.231 (meters)     286.19  (feet)  COMP
 FE1396  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FE1396
 FE1396  VERT ORDER  -  SECOND    CLASS 0
 FE1396
 FE1396.The horizontal coordinates were scaled from a topographic map and have
 FE1396.an estimated accuracy of +/- 6 seconds.
 FE1396
 FE1396.The orthometric height was determined by differential leveling
 FE1396.and adjusted by the National Geodetic Survey in June 1991..
 FE1396
 FE1396.The geoid height was determined by GEOID03.
 FE1396
 FE1396.The dynamic height is computed by dividing the NAVD 88
 FE1396.geopotential number by the normal gravity value computed on the
 FE1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1396.degrees latitude (g = 980.6199 gals.).
 FE1396
 FE1396.The modeled gravity was interpolated from observed gravity values.
 FE1396
 FE1396;                    North         East    Units  Estimated Accuracy
 FE1396;SPC TN       -   115,340.      243,800.      MT  (+/- 180 meters Scaled)
 FE1396
 FE1396                          SUPERSEDED SURVEY CONTROL
 FE1396
 FE1396  NGVD 29 (??/??/??)   87.287  (m)          286.37   (f) ADJUSTED    2 0
 FE1396
 FE1396.Superseded values are not recommended for survey control.
 FE1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1396.See file dsdata.txt to determine how the superseded data were derived.
 FE1396
 FE1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE347111(NAD 83)
 FE1396_MARKER: DB = BENCH MARK DISK
 FE1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1396_STAMPING: L 92 1957
 FE1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1396+STABILITY: SURFACE MOTION
 FE1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1396+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1396
 FE1396  HISTORY     - Date     Condition        Report By
 FE1396  HISTORY     - 1957     MONUMENTED       CGS
 FE1396  HISTORY     - 20021007 GOOD             USACE
 FE1396
 FE1396                          STATION DESCRIPTION
 FE1396
 FE1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1396'2.9 MI SW FROM MILLINGTON.
 FE1396'ABOUT 2.9 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1396'FROM THE STATION AT MILLINGTON, 48 1/2 FEET SOUTHEAST OF THE
 FE1396'SOUTHEAST RAIL, 69 FEET NORTHEAST OF THE CENTER OF THE
 FE1396'INTERSECTION OF A ROAD CROSSING AND THE NORTH BOUND TRACK, 90
 FE1396'FEET SOUTH OF TELEPHONE POLE NO. 6595, 24 FEET NORTH OF THE
 FE1396'CENTER LINE OF SYKES ROAD, 3 FEET NORTH OF A FENCE CORNER, 66
 FE1396'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST HEAD WALL OF A
 FE1396'24-INCH IRON PIPE CULVERT UNDER THE TRACK, 1 FOOT NORTHWEST OF
 FE1396'THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1396'POST PROJECTING 3 INCHES.  NOTE-- ABOUT 3.9 MILES NORTHEAST OF
 FE1396'THE ILLINOIS CENTRAL RAILROAD STATION AT WOODSTOCK, TENN.
 FE1396
 FE1396                          STATION RECOVERY (2002)
 FE1396
 FE1396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1396'MARK IS NOW 12 IN BELOW GROUND, 1.0 FT S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1714 ***********************************************************************
 FE1714  DESIGNATION -  L 94
 FE1714  PID         -  FE1714
 FE1714  STATE/COUNTY-  TN/LAUDERDALE
 FE1714  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1714
 FE1714                         *CURRENT SURVEY CONTROL
 FE1714  ___________________________________________________________________
 FE1714* NAD 83(1986)-  35 40 30.     (N)    089 34 14.     (W)     SCALED    
 FE1714* NAVD 88     -        91.933  (meters)     301.62   (feet)  ADJUSTED  
 FE1714  ___________________________________________________________________
 FE1714  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1714  DYNAMIC HT  -          91.855 (meters)     301.36  (feet)  COMP
 FE1714  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 FE1714
 FE1714  VERT ORDER  -  FIRST     CLASS I
 FE1714
 FE1714.The horizontal coordinates were scaled from a topographic map and have
 FE1714.an estimated accuracy of +/- 6 seconds.
 FE1714
 FE1714.The orthometric height was determined by differential leveling
 FE1714.and adjusted by the National Geodetic Survey in June 1991..
 FE1714
 FE1714.The geoid height was determined by GEOID03.
 FE1714
 FE1714.The dynamic height is computed by dividing the NAVD 88
 FE1714.geopotential number by the normal gravity value computed on the
 FE1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1714.degrees latitude (g = 980.6199 gals.).
 FE1714
 FE1714.The modeled gravity was interpolated from observed gravity values.
 FE1714
 FE1714;                    North         East    Units  Estimated Accuracy
 FE1714;SPC TN       -   154,750.      276,840.      MT  (+/- 180 meters Scaled)
 FE1714
 FE1714                          SUPERSEDED SURVEY CONTROL
 FE1714
 FE1714  NGVD 29 (??/??/??)   91.896  (m)          301.50   (f) ADJUSTED    1 1
 FE1714
 FE1714.Superseded values are not recommended for survey control.
 FE1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1714.See file dsdata.txt to determine how the superseded data were derived.
 FE1714
 FE1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE673509(NAD 83)
 FE1714_MARKER: DB = BENCH MARK DISK
 FE1714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1714_SP_SET: UNDERPASS
 FE1714_STAMPING: L 94 1957
 FE1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1714+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1714
 FE1714  HISTORY     - Date     Condition        Report By
 FE1714  HISTORY     - 1957     MONUMENTED       CGS
 FE1714  HISTORY     - 1974     GOOD             NGS
 FE1714  HISTORY     - 20020808 GOOD             USACE
 FE1714
 FE1714                          STATION DESCRIPTION
 FE1714
 FE1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1714'0.2 MI NE FROM HENNING.
 FE1714'ABOUT 0.2 MILE NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1714'CITY HALL AT HENNING, AT AN OLD ARCH TYPE CONCRETE UNDERPASS,
 FE1714'13.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 FE1714'6 FEET EAST-SOUTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 FE1714'CONCRETE HEADWALL OF UNDERPASS, SET IN TOP OF THE EAST CORNER
 FE1714'OF THE SECOND STEP DOWN FROM THE SOUTHEAST HEADWALL, 4 1/2 FEET
 FE1714'BELOW LEVEL OF THE RAILS.
 FE1714
 FE1714                          STATION RECOVERY (2002)
 FE1714
 FE1714'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1526 ***********************************************************************
 FE1526  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1526  DESIGNATION -  L 95
 FE1526  PID         -  FE1526
 FE1526  STATE/COUNTY-  TN/DYER
 FE1526  USGS QUAD   -  CHIC (1983)
 FE1526
 FE1526                         *CURRENT SURVEY CONTROL
 FE1526  ___________________________________________________________________
 FE1526* NAD 83(1995)-  35 57 40.90138(N)    089 40 09.26486(W)     ADJUSTED  
 FE1526* NAVD 88     -        79.74   (meters)     261.6    (feet)  GPS OBS   
 FE1526  ___________________________________________________________________
 FE1526  X           -      29,837.136 (meters)                     COMP
 FE1526  Y           -  -5,168,473.265 (meters)                     COMP
 FE1526  Z           -   3,724,752.660 (meters)                     COMP
 FE1526  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FE1526  ELLIP HEIGHT-          51.62  (meters)          (05/31/05) GPS OBS
 FE1526  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE1526  DYNAMIC HT  -          79.67  (meters)     261.4   (feet)  COMP
 FE1526  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 FE1526
 FE1526  HORZ ORDER  -  FIRST
 FE1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 FE1526  ELLP ORDER  -  FOURTH    CLASS II
 FE1526
 FE1526.The horizontal coordinates were established by GPS observations
 FE1526.and adjusted by the National Geodetic Survey in May 2005..
 FE1526
 FE1526.The orthometric height was determined by GPS observations and a
 FE1526.high-resolution geoid model using precise GPS observation and
 FE1526.processing techniques. It supersedes the leveled height previously
 FE1526.determined for this station.
 FE1526.The vertical order pertains to the first NAVD 88 superseded value.
 FE1526
 FE1526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1526
 FE1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1526
 FE1526.The ellipsoidal height was determined by GPS observations
 FE1526.and is referenced to NAD 83.
 FE1526
 FE1526.The geoid height was determined by GEOID03.
 FE1526
 FE1526.The dynamic height is computed by dividing the NAVD 88
 FE1526.geopotential number by the normal gravity value computed on the
 FE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1526.degrees latitude (g = 980.6199 gals.).
 FE1526
 FE1526.The modeled gravity was interpolated from observed gravity values.
 FE1526
 FE1526;                    North         East     Units Scale Factor Converg.
 FE1526;SPC TN       -   186,832.106   269,100.260   MT  0.99995086   -2 08 53.2
 FE1526;SPC TN       -   612,965.00    882,873.10   sFT  0.99995086   -2 08 53.2
 FE1526;UTM  16      - 3,982,957.016   259,283.176   MT  1.00031405   -1 34 05.7
 FE1526
 FE1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1526!SPC TN       -   0.99999190  x   0.99995086  =   0.99994276
 FE1526!UTM  16      -   0.99999190  x   1.00031405  =   1.00030595
 FE1526
 FE1526                          SUPERSEDED SURVEY CONTROL
 FE1526
 FE1526  NAVD 88 (06/15/91)   79.694  (m)          261.46   (f) ADJUSTED    1 2
 FE1526  NGVD 29 (??/??/??)   79.636  (m)          261.27   (f) ADJUSTED    1 2
 FE1526
 FE1526.Superseded values are not recommended for survey control.
 FE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1526.See file dsdata.txt to determine how the superseded data were derived.
 FE1526
 FE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5928382957(NAD 83)
 FE1526_MARKER: DB = BENCH MARK DISK
 FE1526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1526_SP_SET: 64 FEET
 FE1526_STAMPING: L 95 1957
 FE1526_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1526+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 FE1526
 FE1526  HISTORY     - Date     Condition        Report By
 FE1526  HISTORY     - 1957     MONUMENTED       CGS
 FE1526  HISTORY     - 20020806 GOOD             USACE
 FE1526  HISTORY     - 20030708 GOOD             EMC
 FE1526
 FE1526                          STATION DESCRIPTION
 FE1526
 FE1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1526'AT CHIC.
 FE1526'AT CHIC, ABOUT 1.15 MILES NORTHWEST ALONG ONE-LANE PAVED ROAD
 FE1526'FROM THE HOLLINESS CHURCH, AT CONCRETE BLOCK SCHOOL BUILDING,
 FE1526'34 1/2 FEET SOUTHWEST OF SOUTHWEST EDGE OF PAVEMENT OF ROAD,
 FE1526'84 1/2 FEET EAST-NORTHEAST OF EAST CORNER OF SCHOOL BUILDING, 63
 FE1526'FEET NORTHWEST OF A POWER POLE WITH A BRANCH LINE TO SCHOOL, 39
 FE1526'FEET SOUTHEAST OF AN 18-INCH HACKBERRY TREE, 1 1/2 FEET
 FE1526'EAST-NORTHEAST OF EAST CORNER OF CONCRETE BLOCK WELL HOUSE,
 FE1526'1 1/2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FE1526'1/2 FOOT BELOW LEVEL OF PAVEMENT, AND IS A DISK ON COPPER COATED
 FE1526'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH
 FE1526'TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A DEPTH OF
 FE1526'64 FEET.
 FE1526
 FE1526                          STATION RECOVERY (2002)
 FE1526
 FE1526'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1526'RECOVERED IN GOOD CONDITION.
 FE1526
 FE1526                          STATION RECOVERY (2003)
 FE1526
 FE1526'RECOVERY NOTE BY EMC ENGINEERING SERV INC 2003 (MG)
 FE1526'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1544 ***********************************************************************
 FE1544  DESIGNATION -  L 96
 FE1544  PID         -  FE1544
 FE1544  STATE/COUNTY-  TN/LAUDERDALE
 FE1544  USGS QUAD   -  CHIC (1983)
 FE1544
 FE1544                         *CURRENT SURVEY CONTROL
 FE1544  ___________________________________________________________________
 FE1544* NAD 83(1986)-  35 53 44.     (N)    089 38 09.     (W)     SCALED    
 FE1544* NAVD 88     -        77.773  (meters)     255.16   (feet)  ADJUSTED  
 FE1544  ___________________________________________________________________
 FE1544  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE1544  DYNAMIC HT  -          77.707 (meters)     254.94  (feet)  COMP
 FE1544  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1544
 FE1544  VERT ORDER  -  FIRST     CLASS II
 FE1544
 FE1544.The horizontal coordinates were scaled from a topographic map and have
 FE1544.an estimated accuracy of +/- 6 seconds.
 FE1544
 FE1544.The orthometric height was determined by differential leveling
 FE1544.and adjusted by the National Geodetic Survey in June 1991..
 FE1544
 FE1544.The geoid height was determined by GEOID03.
 FE1544
 FE1544.The dynamic height is computed by dividing the NAVD 88
 FE1544.geopotential number by the normal gravity value computed on the
 FE1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1544.degrees latitude (g = 980.6199 gals.).
 FE1544
 FE1544.The modeled gravity was interpolated from observed gravity values.
 FE1544
 FE1544;                    North         East    Units  Estimated Accuracy
 FE1544;SPC TN       -   179,420.      271,840.      MT  (+/- 180 meters Scaled)
 FE1544
 FE1544                          SUPERSEDED SURVEY CONTROL
 FE1544
 FE1544  NGVD 29 (??/??/??)   77.715  (m)          254.97   (f) ADJUSTED    1 2
 FE1544
 FE1544.Superseded values are not recommended for survey control.
 FE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1544.See file dsdata.txt to determine how the superseded data were derived.
 FE1544
 FE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620755(NAD 83)
 FE1544_MARKER: DB = BENCH MARK DISK
 FE1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1544_STAMPING: L 96 1957
 FE1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1544+STABILITY: SURFACE MOTION
 FE1544
 FE1544  HISTORY     - Date     Condition        Report By
 FE1544  HISTORY     - 1957     MONUMENTED       CGS
 FE1544  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1544
 FE1544                          STATION DESCRIPTION
 FE1544
 FE1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1544'2.2 MI S FROM HALES POINT.
 FE1544'2.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 FE1544'HIGHWAY 88 AND THE BAPTIST CHURCH AT HALES POINT, AT THE JUNCTION
 FE1544'OF A GRAVEL ROAD EAST, 49 FEET WEST OF CENTER LINE OF
 FE1544'NORTH-SOUTH ROAD, 32 FEET NORTH OF CENTER LINE OF A DIM ROAD WEST
 FE1544'INTO WOODS, 9 FEET NORTH OF EXTENDED CENTER LINE OF ROAD EAST, 2
 FE1544'FEET NORTH OF A POWER POLE WITH GUY WIRES, 2 1/2 FEET SOUTH OF A
 FE1544'CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 FE1544'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE1544
 FE1544                          STATION RECOVERY (1971)
 FE1544
 FE1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0928 ***********************************************************************
 GA0928  DESIGNATION -  L 97
 GA0928  PID         -  GA0928
 GA0928  STATE/COUNTY-  TN/SULLIVAN
 GA0928  USGS QUAD   -  LOVELACE (1971)
 GA0928
 GA0928                         *CURRENT SURVEY CONTROL
 GA0928  ___________________________________________________________________
 GA0928* NAD 83(1986)-  36 27 00.     (N)    082 39 49.     (W)     SCALED    
 GA0928* NAVD 88     -       412.499  (meters)    1353.34   (feet)  ADJUSTED  
 GA0928  ___________________________________________________________________
 GA0928  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0928  DYNAMIC HT  -         412.119 (meters)    1352.09  (feet)  COMP
 GA0928  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA0928
 GA0928  VERT ORDER  -  SECOND    CLASS 0
 GA0928
 GA0928.The horizontal coordinates were scaled from a topographic map and have
 GA0928.an estimated accuracy of +/- 6 seconds.
 GA0928
 GA0928.The orthometric height was determined by differential leveling
 GA0928.and adjusted by the National Geodetic Survey in June 1991..
 GA0928
 GA0928.The geoid height was determined by GEOID03.
 GA0928
 GA0928.The dynamic height is computed by dividing the NAVD 88
 GA0928.geopotential number by the normal gravity value computed on the
 GA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0928.degrees latitude (g = 980.6199 gals.).
 GA0928
 GA0928.The modeled gravity was interpolated from observed gravity values.
 GA0928
 GA0928;                    North         East    Units  Estimated Accuracy
 GA0928;SPC TN       -   239,950.      899,050.      MT  (+/- 180 meters Scaled)
 GA0928
 GA0928                          SUPERSEDED SURVEY CONTROL
 GA0928
 GA0928  NGVD 29 (??/??/92)  412.638  (m)         1353.80   (f) ADJ UNCH    2 0
 GA0928
 GA0928.Superseded values are not recommended for survey control.
 GA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0928.See file dsdata.txt to determine how the superseded data were derived.
 GA0928
 GA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA509351(NAD 83)
 GA0928_MARKER: DB = BENCH MARK DISK
 GA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0928_STAMPING: L 97 1935
 GA0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0928+STABILITY: SURFACE MOTION
 GA0928
 GA0928  HISTORY     - Date     Condition        Report By
 GA0928  HISTORY     - 1935     MONUMENTED       CGS
 GA0928
 GA0928                          STATION DESCRIPTION
 GA0928
 GA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0928'1.2 MI SE FROM BLAIR GAP.
 GA0928'1.2 MILES SOUTHEAST ALONG THE FALL BRANCH ROAD FROM THE POST
 GA0928'OFFICE AT BLAIR GAP, SULLIVAN COUNTY, AT THE JUNCTION OF THE
 GA0928'WALKER CREEK ROAD, 81 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 GA0928'THE S.H. CONKIN RESIDENCE, 48 FEET NORTHWEST OF THE ROAD TO
 GA0928'BLAIR GAP, 3 FEET NORTHWEST OF A FENCE, AND LEVEL WITH THE ROAD.
 GA0928'A STANDARD DISK, STAMPED L 97 1935 AND SET IN THE TOP OF A
 GA0928'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0817 ***********************************************************************
 GA0817  DESIGNATION -  L 98
 GA0817  PID         -  GA0817
 GA0817  STATE/COUNTY-  TN/GREENE
 GA0817  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0817
 GA0817                         *CURRENT SURVEY CONTROL
 GA0817  ___________________________________________________________________
 GA0817* NAD 83(1986)-  36 19 14.     (N)    082 42 45.     (W)     SCALED    
 GA0817* NAVD 88     -       484.935  (meters)    1590.99   (feet)  POSTED    
 GA0817  ___________________________________________________________________
 GA0817  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0817  DYNAMIC HT  -         484.480 (meters)    1589.50  (feet)  COMP
 GA0817  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 GA0817
 GA0817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0817
 GA0817.The horizontal coordinates were scaled from a topographic map and have
 GA0817.an estimated accuracy of +/- 6 seconds.
 GA0817
 GA0817.The orthometric height was determined by differential leveling
 GA0817.and adjusted by the National Geodetic Survey in 1992..
 GA0817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0817.rate of 0.0 thru 1.0 mm/km.
 GA0817
 GA0817.The geoid height was determined by GEOID03.
 GA0817
 GA0817.The dynamic height is computed by dividing the NAVD 88
 GA0817.geopotential number by the normal gravity value computed on the
 GA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0817.degrees latitude (g = 980.6199 gals.).
 GA0817
 GA0817.The modeled gravity was interpolated from observed gravity values.
 GA0817
 GA0817;                    North         East    Units  Estimated Accuracy
 GA0817;SPC TN       -   225,440.      895,150.      MT  (+/- 180 meters Scaled)
 GA0817
 GA0817                          SUPERSEDED SURVEY CONTROL
 GA0817
 GA0817  NGVD 29 (??/??/92)  485.066  (m)         1591.42   (f) ADJ UNCH    2 0
 GA0817
 GA0817.Superseded values are not recommended for survey control.
 GA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0817.See file dsdata.txt to determine how the superseded data were derived.
 GA0817
 GA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA462208(NAD 83)
 GA0817_MARKER: DB = BENCH MARK DISK
 GA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0817_STAMPING: L 98 1935
 GA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0817+STABILITY: SURFACE MOTION
 GA0817
 GA0817  HISTORY     - Date     Condition        Report By
 GA0817  HISTORY     - 1935     MONUMENTED       CGS
 GA0817
 GA0817                          STATION DESCRIPTION
 GA0817
 GA0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0817'10.3 MI SW FROM FALL BRANCH.
 GA0817'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0817'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 7.1 MILES SOUTHWEST
 GA0817'ALONG STATE HIGHWAY 93, 50 YARDS SOUTHEAST OF THE CARMACK
 GA0817'RESIDENCE, 22 YARDS SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GA0817'CARMACK GENERAL STORE, 10 YARDS SOUTH OF THE CENTERLINE OF THE
 GA0817'HIGHWAY, 8 YARDS NORTHEAST OF A 22-INCH BLACK LOCUST TREE, 1
 GA0817'YARD NORTHWEST OF A WIRE FENCE LINE, AND LEVEL WITH THE HIGHWAY.
 GA0817'A STANDARD DISK, STAMPED L 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0817'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0782 ***********************************************************************
 GA0782  DESIGNATION -  L 99
 GA0782  PID         -  GA0782
 GA0782  STATE/COUNTY-  TN/GREENE
 GA0782  USGS QUAD   -  MC CLOUD (1961)
 GA0782
 GA0782                         *CURRENT SURVEY CONTROL
 GA0782  ___________________________________________________________________
 GA0782* NAD 83(1986)-  36 19 59.     (N)    082 55 47.     (W)     SCALED    
 GA0782* NAVD 88     -       403.537  (meters)    1323.94   (feet)  ADJUSTED  
 GA0782  ___________________________________________________________________
 GA0782  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0782  DYNAMIC HT  -         403.168 (meters)    1322.73  (feet)  COMP
 GA0782  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 GA0782
 GA0782  VERT ORDER  -  SECOND    CLASS 0
 GA0782
 GA0782.The horizontal coordinates were scaled from a topographic map and have
 GA0782.an estimated accuracy of +/- 6 seconds.
 GA0782
 GA0782.The orthometric height was determined by differential leveling
 GA0782.and adjusted by the National Geodetic Survey in June 1991..
 GA0782
 GA0782.The geoid height was determined by GEOID03.
 GA0782
 GA0782.The dynamic height is computed by dividing the NAVD 88
 GA0782.geopotential number by the normal gravity value computed on the
 GA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0782.degrees latitude (g = 980.6199 gals.).
 GA0782
 GA0782.The modeled gravity was interpolated from observed gravity values.
 GA0782
 GA0782;                    North         East    Units  Estimated Accuracy
 GA0782;SPC TN       -   226,190.      875,610.      MT  (+/- 180 meters Scaled)
 GA0782
 GA0782                          SUPERSEDED SURVEY CONTROL
 GA0782
 GA0782  NGVD 29 (??/??/92)  403.686  (m)         1324.43   (f) ADJ UNCH    2 0
 GA0782
 GA0782.Superseded values are not recommended for survey control.
 GA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0782.See file dsdata.txt to determine how the superseded data were derived.
 GA0782
 GA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA268226(NAD 83)
 GA0782_MARKER: DB = BENCH MARK DISK
 GA0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0782_STAMPING: L 99 1935
 GA0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0782+STABILITY: SURFACE MOTION
 GA0782
 GA0782  HISTORY     - Date     Condition        Report By
 GA0782  HISTORY     - 1935     MONUMENTED       CGS
 GA0782  HISTORY     - 1950     GOOD             TVA
 GA0782
 GA0782                          STATION DESCRIPTION
 GA0782
 GA0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0782'3.8 MI N FROM ROMEO.
 GA0782'3.8 MILES N. ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF THE
 GA0782'BAILEYTON ROAD TO ROMEO, GREENE COUNTY, 30 FEET SE OF THE HAWKINS
 GA0782'COUNTY SIGN, 42 FEET E. OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 GA0782'W. OF THE W. SIDE OF A CHURCH AND 6 FEET HIGHER THAN THE HIGHWAY.
 GA0782'40 FEET SOUTHEAST OF CENTERLINE OF CHURCH DRIVEWAY ON GREEN
 GA0782'CO., SIDE OF CHURCH, 35 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 GA0782'27.5 FEET SOUTHEAST OF NORTH CORNER OF COUNTY LINE CHURCH, 24.9
 GA0782'FEET WEST OF COUNTY LINE SIGNPOST, 12.1 FEET NORTHEAST OF WEST
 GA0782'CORNER OF COUNTY LINE CHURCH.  A STANDARD DISK, STAMPED L 99 1935
 GA0782'AND SET IN THE TOP OF A CONCRETE POST.
 GA0782
 GA0782                          STATION RECOVERY (1950)
 GA0782
 GA0782'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0757 ***********************************************************************
 FC0757  DESIGNATION -  L K 156
 FC0757  PID         -  FC0757
 FC0757  STATE/COUNTY-  TN/MEIGS
 FC0757  USGS QUAD   -  SPRING CITY (1990)
 FC0757
 FC0757                         *CURRENT SURVEY CONTROL
 FC0757  ___________________________________________________________________
 FC0757* NAD 83(1986)-  35 37 30.     (N)    084 46 18.     (W)     SCALED    
 FC0757* NAVD 88     -       222.918  (meters)     731.36   (feet)  ADJUSTED  
 FC0757  ___________________________________________________________________
 FC0757  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0757  DYNAMIC HT  -         222.706 (meters)     730.66  (feet)  COMP
 FC0757  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 FC0757
 FC0757  VERT ORDER  -  FIRST     CLASS II
 FC0757
 FC0757.The horizontal coordinates were scaled from a topographic map and have
 FC0757.an estimated accuracy of +/- 6 seconds.
 FC0757
 FC0757.The orthometric height was determined by differential leveling
 FC0757.and adjusted by the National Geodetic Survey in June 1991..
 FC0757
 FC0757.The geoid height was determined by GEOID03.
 FC0757
 FC0757.The dynamic height is computed by dividing the NAVD 88
 FC0757.geopotential number by the normal gravity value computed on the
 FC0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0757.degrees latitude (g = 980.6199 gals.).
 FC0757
 FC0757.The modeled gravity was interpolated from observed gravity values.
 FC0757
 FC0757;                    North         East    Units  Estimated Accuracy
 FC0757;SPC TN       -   144,010.      711,270.      MT  (+/- 180 meters Scaled)
 FC0757
 FC0757                          SUPERSEDED SURVEY CONTROL
 FC0757
 FC0757  NGVD 29 (??/??/92)  223.000  (m)          731.63   (f) ADJ UNCH    1 2
 FC0757
 FC0757.Superseded values are not recommended for survey control.
 FC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0757.See file dsdata.txt to determine how the superseded data were derived.
 FC0757
 FC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE017446(NAD 83)
 FC0757_MARKER: DD = SURVEY DISK
 FC0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0757_SP_SET: CULVERT
 FC0757_STAMPING: L K 156 1942
 FC0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0757
 FC0757  HISTORY     - Date     Condition        Report By
 FC0757  HISTORY     - 1942     MONUMENTED       TVA
 FC0757  HISTORY     - 1950     GOOD             NGS
 FC0757
 FC0757                          STATION DESCRIPTION
 FC0757
 FC0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0757'1 MI W FROM PEAKLAND.
 FC0757'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 FC0757'AT PEAKLAND, THENCE ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD
 FC0757'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.5 MILE NORTHEAST
 FC0757'OF THE EAST END OF THE DAM, ABOUT 0.1 MILE WEST OF A NORTH-SOUTH
 FC0757'CROSSROAD, SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 FC0757'HEAD WALL OF A DOUBLE 42-INCH PIPE CULVERT, 24.5 FEET NORTH
 FC0757'OF THE CENTER LINE OF THE ROAD AND ABOUT 4 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0758 ***********************************************************************
 FC0758  DESIGNATION -  L K 157
 FC0758  PID         -  FC0758
 FC0758  STATE/COUNTY-  TN/MEIGS
 FC0758  USGS QUAD   -  SPRING CITY (1990)
 FC0758
 FC0758                         *CURRENT SURVEY CONTROL
 FC0758  ___________________________________________________________________
 FC0758* NAD 83(1986)-  35 37 33.     (N)    084 46 11.     (W)     SCALED    
 FC0758* NAVD 88     -       221.760  (meters)     727.56   (feet)  ADJUSTED  
 FC0758  ___________________________________________________________________
 FC0758  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0758  DYNAMIC HT  -         221.549 (meters)     726.87  (feet)  COMP
 FC0758  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 FC0758
 FC0758  VERT ORDER  -  FIRST     CLASS II
 FC0758
 FC0758.The horizontal coordinates were scaled from a topographic map and have
 FC0758.an estimated accuracy of +/- 6 seconds.
 FC0758
 FC0758.The orthometric height was determined by differential leveling
 FC0758.and adjusted by the National Geodetic Survey in June 1991..
 FC0758
 FC0758.The geoid height was determined by GEOID03.
 FC0758
 FC0758.The dynamic height is computed by dividing the NAVD 88
 FC0758.geopotential number by the normal gravity value computed on the
 FC0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0758.degrees latitude (g = 980.6199 gals.).
 FC0758
 FC0758.The modeled gravity was interpolated from observed gravity values.
 FC0758
 FC0758;                    North         East    Units  Estimated Accuracy
 FC0758;SPC TN       -   144,100.      711,440.      MT  (+/- 180 meters Scaled)
 FC0758
 FC0758                          SUPERSEDED SURVEY CONTROL
 FC0758
 FC0758  NGVD 29 (??/??/92)  221.841  (m)          727.82   (f) ADJ UNCH    1 2
 FC0758
 FC0758.Superseded values are not recommended for survey control.
 FC0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0758.See file dsdata.txt to determine how the superseded data were derived.
 FC0758
 FC0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE019447(NAD 83)
 FC0758_MARKER: DD = SURVEY DISK
 FC0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0758_SP_SET: CULVERT
 FC0758_STAMPING: L K 157 1942
 FC0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0758
 FC0758  HISTORY     - Date     Condition        Report By
 FC0758  HISTORY     - 1942     MONUMENTED       TVA
 FC0758  HISTORY     - 1950     GOOD             NGS
 FC0758
 FC0758                          STATION DESCRIPTION
 FC0758
 FC0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0758'0.9 MI W FROM PEAKLAND.
 FC0758'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0758'PEAKLAND, THENCE ABOUT 0.45 MILE WEST ALONG A BLACK TOP ROAD
 FC0758'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.65 MILE
 FC0758'NORTHEAST OF THE EAST END OF THE DAM, 72 YARDS EAST OF A
 FC0758'NORTH-SOUTH CROSSROAD, SET IN THE TOP OF THE CENTER OF THE
 FC0758'NORTH HEAD WALL OF A 48-INCH PIPE CULVERT, 22 FEET NORTH OF AND
 FC0758'ABOUT 4 FEET BELOW THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0759 ***********************************************************************
 FC0759  DESIGNATION -  L K 158
 FC0759  PID         -  FC0759
 FC0759  STATE/COUNTY-  TN/MEIGS
 FC0759  USGS QUAD   -  SPRING CITY (1990)
 FC0759
 FC0759                         *CURRENT SURVEY CONTROL
 FC0759  ___________________________________________________________________
 FC0759* NAD 83(1986)-  35 37 36.     (N)    084 46 03.     (W)     SCALED    
 FC0759* NAVD 88     -       225.243  (meters)     738.98   (feet)  ADJUSTED  
 FC0759  ___________________________________________________________________
 FC0759  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0759  DYNAMIC HT  -         225.029 (meters)     738.28  (feet)  COMP
 FC0759  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FC0759
 FC0759  VERT ORDER  -  FIRST     CLASS II
 FC0759
 FC0759.The horizontal coordinates were scaled from a topographic map and have
 FC0759.an estimated accuracy of +/- 6 seconds.
 FC0759
 FC0759.The orthometric height was determined by differential leveling
 FC0759.and adjusted by the National Geodetic Survey in June 1991..
 FC0759
 FC0759.The geoid height was determined by GEOID03.
 FC0759
 FC0759.The dynamic height is computed by dividing the NAVD 88
 FC0759.geopotential number by the normal gravity value computed on the
 FC0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0759.degrees latitude (g = 980.6199 gals.).
 FC0759
 FC0759.The modeled gravity was interpolated from observed gravity values.
 FC0759
 FC0759;                    North         East    Units  Estimated Accuracy
 FC0759;SPC TN       -   144,200.      711,640.      MT  (+/- 180 meters Scaled)
 FC0759
 FC0759                          SUPERSEDED SURVEY CONTROL
 FC0759
 FC0759  NGVD 29 (??/??/92)  225.325  (m)          739.25   (f) ADJ UNCH    1 2
 FC0759
 FC0759.Superseded values are not recommended for survey control.
 FC0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0759.See file dsdata.txt to determine how the superseded data were derived.
 FC0759
 FC0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021448(NAD 83)
 FC0759_MARKER: DD = SURVEY DISK
 FC0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0759_SP_SET: CULVERT
 FC0759_STAMPING: L K 158 1942
 FC0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0759
 FC0759  HISTORY     - Date     Condition        Report By
 FC0759  HISTORY     - 1942     MONUMENTED       TVA
 FC0759  HISTORY     - 1950     GOOD             NGS
 FC0759
 FC0759                          STATION DESCRIPTION
 FC0759
 FC0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0759'0.8 MI W FROM PEAKLAND.
 FC0759'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0759'PEAKLAND, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK TOP ROAD
 FC0759'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.15 MILE EAST
 FC0759'OF A NORTH-SOUTH CROSSROAD, SET IN THE TOP OF THE CENTER OF THE
 FC0759'CENTER OF THE NORTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT,
 FC0759'30 FEET NORTH OF AND ABOUT 6 FEET BELOW THE CENTER LINE OF THE
 FC0759'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0760 ***********************************************************************
 FC0760  DESIGNATION -  L K 159
 FC0760  PID         -  FC0760
 FC0760  STATE/COUNTY-  TN/MEIGS
 FC0760  USGS QUAD   -  SPRING CITY (1990)
 FC0760
 FC0760                         *CURRENT SURVEY CONTROL
 FC0760  ___________________________________________________________________
 FC0760* NAD 83(1986)-  35 37 40.     (N)    084 45 49.     (W)     SCALED    
 FC0760* NAVD 88     -       221.374  (meters)     726.29   (feet)  ADJUSTED  
 FC0760  ___________________________________________________________________
 FC0760  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0760  DYNAMIC HT  -         221.163 (meters)     725.60  (feet)  COMP
 FC0760  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FC0760
 FC0760  VERT ORDER  -  FIRST     CLASS II
 FC0760
 FC0760.The horizontal coordinates were scaled from a topographic map and have
 FC0760.an estimated accuracy of +/- 6 seconds.
 FC0760
 FC0760.The orthometric height was determined by differential leveling
 FC0760.and adjusted by the National Geodetic Survey in June 1991..
 FC0760
 FC0760.The geoid height was determined by GEOID03.
 FC0760
 FC0760.The dynamic height is computed by dividing the NAVD 88
 FC0760.geopotential number by the normal gravity value computed on the
 FC0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0760.degrees latitude (g = 980.6199 gals.).
 FC0760
 FC0760.The modeled gravity was interpolated from observed gravity values.
 FC0760
 FC0760;                    North         East    Units  Estimated Accuracy
 FC0760;SPC TN       -   144,330.      711,990.      MT  (+/- 180 meters Scaled)
 FC0760
 FC0760                          SUPERSEDED SURVEY CONTROL
 FC0760
 FC0760  NGVD 29 (??/??/92)  221.455  (m)          726.56   (f) ADJ UNCH    1 2
 FC0760
 FC0760.Superseded values are not recommended for survey control.
 FC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0760.See file dsdata.txt to determine how the superseded data were derived.
 FC0760
 FC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE025449(NAD 83)
 FC0760_MARKER: DD = SURVEY DISK
 FC0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0760_SP_SET: CULVERT
 FC0760_STAMPING: L K 159 1942
 FC0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0760
 FC0760  HISTORY     - Date     Condition        Report By
 FC0760  HISTORY     - 1942     MONUMENTED       TVA
 FC0760  HISTORY     - 1950     GOOD             NGS
 FC0760
 FC0760                          STATION DESCRIPTION
 FC0760
 FC0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0760'0.6 MI W FROM PEAKLAND.
 FC0760'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0760'PEAKLAND, THENCE ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD
 FC0760'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.1 MILE SOUTHWEST
 FC0760'OF PEAKLAND SCHOOL, SET IN THE TOP OF THE CENTER OF THE NORTH
 FC0760'CONCRETE HEAD WALL OF A DOUBLE 42-INCH PIPE CULVERT, 27 FEET
 FC0760'NORTH OF AND ABOUT 6 FEET BELOW THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0761 ***********************************************************************
 FC0761  DESIGNATION -  L K 160
 FC0761  PID         -  FC0761
 FC0761  STATE/COUNTY-  TN/MEIGS
 FC0761  USGS QUAD   -  SPRING CITY (1990)
 FC0761
 FC0761                         *CURRENT SURVEY CONTROL
 FC0761  ___________________________________________________________________
 FC0761* NAD 83(1986)-  35 37 38.     (N)    084 45 46.     (W)     SCALED    
 FC0761* NAVD 88     -       219.433  (meters)     719.92   (feet)  ADJUSTED  
 FC0761  ___________________________________________________________________
 FC0761  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0761  DYNAMIC HT  -         219.224 (meters)     719.24  (feet)  COMP
 FC0761  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FC0761
 FC0761  VERT ORDER  -  FIRST     CLASS II
 FC0761
 FC0761.The horizontal coordinates were scaled from a topographic map and have
 FC0761.an estimated accuracy of +/- 6 seconds.
 FC0761
 FC0761.The orthometric height was determined by differential leveling
 FC0761.and adjusted by the National Geodetic Survey in June 1991..
 FC0761
 FC0761.The geoid height was determined by GEOID03.
 FC0761
 FC0761.The dynamic height is computed by dividing the NAVD 88
 FC0761.geopotential number by the normal gravity value computed on the
 FC0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0761.degrees latitude (g = 980.6199 gals.).
 FC0761
 FC0761.The modeled gravity was interpolated from observed gravity values.
 FC0761
 FC0761;                    North         East    Units  Estimated Accuracy
 FC0761;SPC TN       -   144,260.      712,070.      MT  (+/- 180 meters Scaled)
 FC0761
 FC0761                          SUPERSEDED SURVEY CONTROL
 FC0761
 FC0761  NGVD 29 (??/??/92)  219.515  (m)          720.19   (f) ADJ UNCH    1 2
 FC0761
 FC0761.Superseded values are not recommended for survey control.
 FC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0761.See file dsdata.txt to determine how the superseded data were derived.
 FC0761
 FC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE025449(NAD 83)
 FC0761_MARKER: DD = SURVEY DISK
 FC0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0761_SP_SET: CULVERT
 FC0761_STAMPING: L K 160 1942
 FC0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0761
 FC0761  HISTORY     - Date     Condition        Report By
 FC0761  HISTORY     - 1942     MONUMENTED       TVA
 FC0761  HISTORY     - 1950     GOOD             NGS
 FC0761
 FC0761                          STATION DESCRIPTION
 FC0761
 FC0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0761'0.5 MI W FROM PEAKLAND.
 FC0761'0.5 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0761'PEAKLAND, 145 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 FC0761'THE HIGHWAY AND A BLACK TOP ROAD WEST TO THE EAST END OF WATTS BAR
 FC0761'DAM, SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEAD WALL OF A
 FC0761'6-FOOT CONCRETE CULVERT, 21 FEET NORTHWEST OF AND ABOUT 3 FEET
 FC0761'BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2001 ***********************************************************************
 FB2001  DESIGNATION -  L R 14
 FB2001  PID         -  FB2001
 FB2001  STATE/COUNTY-  TN/BLOUNT
 FB2001  USGS QUAD   -  WILDWOOD (1988)
 FB2001
 FB2001                         *CURRENT SURVEY CONTROL
 FB2001  ___________________________________________________________________
 FB2001* NAD 83(1986)-  35 46 39.     (N)    083 51 13.     (W)     SCALED    
 FB2001* NAVD 88     -       268.09   (+/-2cm)     879.6    (feet)  VERTCON   
 FB2001  ___________________________________________________________________
 FB2001  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB2001
 FB2001  VERT ORDER  -  ? (See Below)
 FB2001
 FB2001.The horizontal coordinates were scaled from a topographic map and have
 FB2001.an estimated accuracy of +/- 6 seconds.
 FB2001
 FB2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2001.The vertical order pertains to the NGVD 29 superseded value.
 FB2001
 FB2001.The geoid height was determined by GEOID03.
 FB2001
 FB2001;                    North         East    Units  Estimated Accuracy
 FB2001;SPC TN       -   162,360.      794,040.      MT  (+/- 180 meters Scaled)
 FB2001
 FB2001                          SUPERSEDED SURVEY CONTROL
 FB2001
 FB2001  NGVD 29 (??/??/92)  268.214  (m)          879.97   (f) ADJ UNCH    ?  
 FB2001
 FB2001.Superseded values are not recommended for survey control.
 FB2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2001.See file dsdata.txt to determine how the superseded data were derived.
 FB2001
 FB2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420630(NAD 83)
 FB2001_MARKER: X = CHISELED CROSS
 FB2001_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2001
 FB2001  HISTORY     - Date     Condition        Report By
 FB2001  HISTORY     - UNK      MONUMENTED       USGS
 FB2001  HISTORY     - 1938     GOOD             TVA
 FB2001
 FB2001                          STATION DESCRIPTION
 FB2001
 FB2001'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2001'6.4 MI E FROM MARYVILLE.
 FB2001'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB2001'U.S. HIGHWAY 129 AT MARYVILLE, THENCE 1 MILE NORTH ALONG A COUNTY
 FB2001'ROAD, 250 FEET UPSTREAM FROM DAVIS FORD, 100 FEET FROM THE
 FB2001'WATERS EDGE OF LITTLE RIVER, AND ON A ROCK ON THE EAST SIDE
 FB2001'OF THE ROAD.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2485 ***********************************************************************
 FE2485  DESIGNATION -  LA GRANGE CHURCH SPIRE
 FE2485  PID         -  FE2485
 FE2485  STATE/COUNTY-  TN/FAYETTE
 FE2485  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2485
 FE2485                         *CURRENT SURVEY CONTROL
 FE2485  ___________________________________________________________________
 FE2485* NAD 83(1995)-  35 02 44.19619(N)    089 14 42.33802(W)     ADJUSTED  
 FE2485* NAVD 88     -                                                        
 FE2485  ___________________________________________________________________
 FE2485  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FE2485  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2485
 FE2485  HORZ ORDER  -  THIRD
 FE2485
 FE2485.The horizontal coordinates were established by classical geodetic methods
 FE2485.and adjusted by the National Geodetic Survey in April 1999..
 FE2485
 FE2485
 FE2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2485
 FE2485.The geoid height was determined by GEOID03.
 FE2485
 FE2485;                    North         East     Units Scale Factor Converg.
 FE2485;SPC TN       -    83,936.751   303,967.503   MT  1.00004235   -1 53 59.3
 FE2485;SPC TN       -   275,382.49    997,266.72   sFT  1.00004235   -1 53 59.3
 FE2485;SPC MS E     -   615,010.416   262,433.769   MT  0.99996739   -0 14 11.2
 FE2485;SPC MS E     - 2,017,746.67    861,001.46   sFT  0.99996739   -0 14 11.2
 FE2485;UTM  16      - 3,880,405.529   295,227.218   MT  1.00011681   -1 17 22.7
 FE2485
 FE2485                          SUPERSEDED SURVEY CONTROL
 FE2485
 FE2485  NAD 83(1995)-  35 02 44.19658(N)    089 14 42.33805(W) AD(       ) 4
 FE2485  NAD 83(1995)-  35 02 44.20390(N)    089 14 42.33786(W) AD(       ) 4
 FE2485  NAD 83(1986)-  35 02 44.20780(N)    089 14 42.33801(W) AD(       ) 4
 FE2485  NAD 27      -  35 02 43.89000(N)    089 14 42.09000(W) AD(       ) 3
 FE2485
 FE2485.Superseded values are not recommended for survey control.
 FE2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2485.See file dsdata.txt to determine how the superseded data were derived.
 FE2485
 FE2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9522780406(NAD 83)
 FE2485_MARKER: 90 = CHURCH SPIRE
 FE2485
 FE2485  HISTORY     - Date     Condition        Report By
 FE2485  HISTORY     - 1914     FIRST OBSERVED   CGS
 FE2485  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 FE2485
 FE2485                          STATION DESCRIPTION
 FE2485
 FE2485'DESCRIBED BY GEOCACHING 2006 (LWB)
 FE2485'CHURCH AT THE LOCATION HAS A CORNERSTONE DATED 1928, AND CLAIMS THE
 FE2485'CONGREGATION HAS BEEN THERE SINCE 1832.  MOST LIKELY THE SPIRE
 FE2485'DESCRIBED WAS DESTROYED AND A NEW CHURCH ERECTED.  NEW CHURCH DOES NOT
 FE2485'HAVE A SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2368 ***********************************************************************
 FE2368  DESIGNATION -  LACKEY
 FE2368  PID         -  FE2368
 FE2368  STATE/COUNTY-  TN/MADISON
 FE2368  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2368
 FE2368                         *CURRENT SURVEY CONTROL
 FE2368  ___________________________________________________________________
 FE2368* NAD 83(1995)-  35 30 48.23427(N)    088 52 03.52907(W)     ADJUSTED  
 FE2368* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 FE2368  ___________________________________________________________________
 FE2368  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2368  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE2368
 FE2368  HORZ ORDER  -  SECOND
 FE2368
 FE2368.The horizontal coordinates were established by classical geodetic methods
 FE2368.and adjusted by the National Geodetic Survey in April 1999..
 FE2368
 FE2368.The orthometric height was scaled from a topographic map.
 FE2368
 FE2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2368
 FE2368.The geoid height was determined by GEOID03.
 FE2368
 FE2368;                    North         East     Units Scale Factor Converg.
 FE2368;SPC TN       -   134,738.130   339,909.942   MT  0.99996397   -1 40 43.8
 FE2368;SPC TN       -   442,053.35  1,115,187.87   sFT  0.99996397   -1 40 43.8
 FE2368;UTM  16      - 3,931,583.216   330,635.603   MT  0.99995349   -1 05 06.6
 FE2368
 FE2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2368!SPC TN       -   0.99997350  x   0.99996397  =   0.99993747
 FE2368!UTM  16      -   0.99997350  x   0.99995349  =   0.99992699
 FE2368
 FE2368:                Primary Azimuth Mark                     Grid Az
 FE2368:SPC TN       -  JACKSON RAD STA WTJS FM MAST             013 43 30.1
 FE2368:UTM  16      -  JACKSON RAD STA WTJS FM MAST             013 07 52.9
 FE2368
 FE2368|---------------------------------------------------------------------|
 FE2368| PID    Reference Object                     Distance      Geod. Az  |
 FE2368|                                                           dddmmss.s |
 FE2368| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX.15.1 KM 0120246.3 |
 FE2368| FE2335 JACKSON RAD STA WDXI NW MAST        APPROX.17.3 KM 0133914.2 |
 FE2368| FE2337 JACKSON RAD STA WDXI SW MAST        APPROX.17.2 KM 0134021.3 |
 FE2368| FE2334 JACKSON RAD STA WDXI NE MAST        APPROX.17.3 KM 0140523.0 |
 FE2368| FE2336 JACKSON RAD STA WDXI SE MAST        APPROX.17.2 KM 0140634.6 |
 FE2368| CG3651 LACKEY AZ MK                                       0264314.1 |
 FE2368| CG3652 LACKEY RM 1                          37.054 METERS 12438     |
 FE2368| CG3653 LACKEY RM 2                          19.670 METERS 20204     |
 FE2368| FE2287 BRITTON LANE LOT WT 28              APPROX. 8.4 KM 2455445.6 |
 FE2368| FE2375 MADISON JACKSON MUNICIPAL AIRPORT B APPROX.11.3 KM 3370418.9 |
 FE2368|---------------------------------------------------------------------|
 FE2368
 FE2368                          SUPERSEDED SURVEY CONTROL
 FE2368
 FE2368  NAD 83(1995)-  35 30 48.23982(N)    088 52 03.53366(W) AD(       ) 2
 FE2368  NAD 83(1986)-  35 30 48.24595(N)    088 52 03.52993(W) AD(       ) 2
 FE2368  NAD 27      -  35 30 47.97230(N)    088 52 03.31860(W) AD(       ) 2
 FE2368
 FE2368.Superseded values are not recommended for survey control.
 FE2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2368.See file dsdata.txt to determine how the superseded data were derived.
 FE2368
 FE2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3063631583(NAD 83)
 FE2368_MARKER: DS = TRIANGULATION STATION DISK
 FE2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2368
 FE2368  HISTORY     - Date     Condition        Report By
 FE2368  HISTORY     - 1958     MONUMENTED       CGS
 FE2368
 FE2368                          STATION DESCRIPTION
 FE2368
 FE2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2368'THE STATION IS ABOUT 8 MILES SOUTHWEST OF JACKSON, ABOUT 4 MILES
 FE2368'NORTH OF MEDON AND ON PROPERTY OWNED BY MRS.  CHRISTINE
 FE2368'EATON. IT IS 82.2 FEET NORTHEAST OF THE EAST GABLE OF A BARN, 58.7
 FE2368'FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 272 FEET
 FE2368'NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD AND A DIRT DRIVEWAY
 FE2368'AND 21 FEET NORTHWEST OF A FENCE CORNER AND A WHITE WITNESS
 FE2368'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LACKEY 1958.
 FE2368'
 FE2368'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE2368'SQUARE IN JACKSON, GO WEST ON MAIN STREET FOR 0.15 MILE TO
 FE2368'THE INTERSECTION OF RIVERSIDE STREET ON THE LEFT. TURN LEFT AND GO
 FE2368'SOUTH ON RIVERSIDE STREET FOR 0.5 MILE TO A RAILROAD
 FE2368'CROSSING. CONTINUE SOUTH ON THE PAVED ROAD FOR 2.6 MILES TO A
 FE2368'CROSSROAD (STEAM MILL FERRY ROAD). CONTINUE SOUTH AND
 FE2368'SOUTHWEST ON THE PAVED ROAD FOR 2.8 MILES TO THE END OF THE PAVEMENT.
 FE2368'CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 2.05 MILES TO THE
 FE2368'AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE SOUTHWEST ON THE
 FE2368'GRAVELED ROAD FOR 0.2 MILE TO A DIRT DRIVEWAY ON THE RIGHT
 FE2368'AND THE STATION AS DESCRIBED.
 FE2368'
 FE2368'REFERENCE MARK 1 IS 13 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 FE2368'AND 1 FOOT WEST OF A FENCE. THE MONUMENT IS FLUSH AND THE
 FE2368'DISK IS STAMPED LACKEY NO 1 1958.
 FE2368'
 FE2368'REFERENCE MARK 2 IS 50 FEET NORTHWEST OF A 10 INCH OAK TREE, 33 FEET
 FE2368'EAST OF THE EAST GABLE OF THE BARN AND 1 FOOT EAST OF A FENCE.
 FE2368'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LACKEY NO 2 1958.
 FE2368'
 FE2368'THE AZIMUTH MARK IS 84 FEET WEST OF THE SOUTHWEST CORNER OF A
 FE2368'CONCRETE BLOCK HOUSE, 14 FEET WEST OF THE CENTERLINE OF THE
 FE2368'GRAVELED ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE
 FE2368'WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 FE2368'IS STAMPED LACKEY 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2510 ***********************************************************************
 FE2510  DESIGNATION -  LACONIA
 FE2510  PID         -  FE2510
 FE2510  STATE/COUNTY-  TN/FAYETTE
 FE2510  USGS QUAD   -  LACONIA (1983)
 FE2510
 FE2510                         *CURRENT SURVEY CONTROL
 FE2510  ___________________________________________________________________
 FE2510* NAD 83(1995)-  35 19 19.60654(N)    089 15 07.21866(W)     ADJUSTED  
 FE2510* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2510  ___________________________________________________________________
 FE2510  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FE2510  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2510
 FE2510  HORZ ORDER  -  SECOND
 FE2510
 FE2510.The horizontal coordinates were established by classical geodetic methods
 FE2510.and adjusted by the National Geodetic Survey in April 1999..
 FE2510
 FE2510.The orthometric height was scaled from a topographic map.
 FE2510
 FE2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2510
 FE2510.The geoid height was determined by GEOID03.
 FE2510
 FE2510;                    North         East     Units Scale Factor Converg.
 FE2510;SPC TN       -   114,617.472   304,356.410   MT  0.99998806   -1 54 13.9
 FE2510;SPC TN       -   376,040.82    998,542.66   sFT  0.99998806   -1 54 13.9
 FE2510;UTM  16      - 3,911,091.819   295,291.743   MT  1.00011646   -1 18 09.0
 FE2510
 FE2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2510!SPC TN       -   0.99997830  x   0.99998806  =   0.99996636
 FE2510!UTM  16      -   0.99997830  x   1.00011646  =   1.00009475
 FE2510
 FE2510:                Primary Azimuth Mark                     Grid Az
 FE2510:SPC TN       -  LACONIA AZ MK                            027 16 17.2
 FE2510:UTM  16      -  LACONIA AZ MK                            026 40 12.3
 FE2510
 FE2510|---------------------------------------------------------------------|
 FE2510| PID    Reference Object                     Distance      Geod. Az  |
 FE2510|                                                           dddmmss.s |
 FE2510| CG3654 LACONIA AZ MK                                      0252203.3 |
 FE2510| FE2467 MILL                                APPROX.12.0 KM 0775858.9 |
 FE2510| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 9.4 KM 0865859.0 |
 FE2510| FE2509 LACONIA LOT WT 27                   APPROX. 4.7 KM 2032315.8 |
 FE2510| CG3655 LACONIA RM 1                         25.158 METERS 24846     |
 FE2510| CG3656 LACONIA RM 2                         25.306 METERS 35642     |
 FE2510|---------------------------------------------------------------------|
 FE2510
 FE2510                          SUPERSEDED SURVEY CONTROL
 FE2510
 FE2510  NAD 83(1995)-  35 19 19.61151(N)    089 15 07.22010(W) AD(       ) 2
 FE2510  NAD 83(1995)-  35 19 19.61225(N)    089 15 07.22005(W) AD(       ) 2
 FE2510  NAD 83(1986)-  35 19 19.61843(N)    089 15 07.21910(W) AD(       ) 2
 FE2510  NAD 27      -  35 19 19.31940(N)    089 15 06.97440(W) AD(       ) 2
 FE2510
 FE2510.Superseded values are not recommended for survey control.
 FE2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2510.See file dsdata.txt to determine how the superseded data were derived.
 FE2510
 FE2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9529211092(NAD 83)
 FE2510_MARKER: DS = TRIANGULATION STATION DISK
 FE2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2510
 FE2510  HISTORY     - Date     Condition        Report By
 FE2510  HISTORY     - 1958     MONUMENTED       CGS
 FE2510  HISTORY     - 1964     GOOD             CGS
 FE2510
 FE2510                          STATION DESCRIPTION
 FE2510
 FE2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2510'THE STATION IS ABOUT 8 MILES NORTHEAST OF SOMERVILLE, ABOUT 6 MILES
 FE2510'WEST OF WHITEVILLE AND ON ROAD RIGHT-OF-WAY.  IT IS 34 FEET NORTH OF
 FE2510'A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 24 FEET
 FE2510'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 6 FEET SOUTHEAST OF A
 FE2510'CUT-BANK AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 FE2510'PROJECTS 2 INCHES AND THE DISK IS STAMPED LACONIA 1958.
 FE2510'
 FE2510'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 FE2510'SOMERVILLE, GO NORTH ON STATE HIGHWAY 59 FOR 0.2 MILE TO A SIDE
 FE2510'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON OLD MILL ROAD FOR 1.25
 FE2510'MILES TO A FORK.  CONTINUE NORTHEAST ON THE RIGHT FORK FOR 7.0
 FE2510'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE2510'
 FE2510'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON THE
 FE2510'PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FE2510'DESCRIBED.
 FE2510'
 FE2510'REFERENCE MARK 1 IS 22 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED
 FE2510'ROAD AND 11 FEET SOUTHEAST OF A 20 INCH OAK TREE.  THE MONUMENT
 FE2510'PROJECTS 2 INCHES AND THE DISK IS STAMPED LACONIA NO 1 1958.
 FE2510'
 FE2510'REFERENCE MARK 2 IS 20 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD
 FE2510'AND 5 FEET NORTHWEST OF A CUT-BANK.  THE MONUMENT PROJECTS 2
 FE2510'INCHES AND THE DISK IS STAMPED LACONIA NO 2 1958.
 FE2510'
 FE2510'THE AZIMUTH MARK IS 68 FEET SOUTHWEST OF THE INTERSECTION OF THE
 FE2510'PAVED ROAD AND A DIRT DRIVEWAY NORTHWEST, 18 FEET NORTHWEST OF
 FE2510'THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FE2510'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LACONIA
 FE2510'1958.
 FE2510'
 FE2510'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2510
 FE2510                          STATION RECOVERY (1964)
 FE2510
 FE2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FE2510'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2510'EXCELLENT CONDITION.  THE ORIGINAL STATION TO-REACH IS COMPLETELY
 FE2510'ADEQUATE.  AT THE REQUEST OF MR. WILLY G. YOUNG WHO OWNS THE
 FE2510'PROPERTY ON WHICH THE AZIMUTH MARK WAS LOCATED, THIS MARK WAS
 FE2510'LOWERED STRAIGHT DOWN ABOUT 3 FEET TO PERMIT THE AREA TO BE GRADED
 FE2510'FOR PROPER DRAINAGE, AND IS NOW FLUSH WITH THE SURFACE OF THE
 FE2510'YARD.  THIS WAS ACCOMPLISHED BY THE BUILDING OF A PLUMBING
 FE2510'BENCH OVER THE MARK, AFTER WHICH THE ORIGINAL MARK WAS REMOVED
 FE2510'AND A NEW MARK SET DIRECTLY UNDER THE POINT AT THE GRADE DESIRED.
 FE2510'NO HORIZONTAL ANGLE OR DISTANCE MEASUREMENTS WERE MADE, AS THEY
 FE2510'WERE NOT DEEMED NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2509 ***********************************************************************
 FE2509  DESIGNATION -  LACONIA LOT WT 27
 FE2509  PID         -  FE2509
 FE2509  STATE/COUNTY-  TN/FAYETTE
 FE2509  USGS QUAD   -  LACONIA (1983)
 FE2509
 FE2509                         *CURRENT SURVEY CONTROL
 FE2509  ___________________________________________________________________
 FE2509* NAD 83(1995)-  35 16 58.51160(N)    089 16 21.63401(W)     ADJUSTED  
 FE2509* NAVD 88     -                                                        
 FE2509  ___________________________________________________________________
 FE2509  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE2509  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2509
 FE2509  HORZ ORDER  -  THIRD
 FE2509
 FE2509.The horizontal coordinates were established by classical geodetic methods
 FE2509.and adjusted by the National Geodetic Survey in April 1999..
 FE2509
 FE2509
 FE2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2509
 FE2509.The geoid height was determined by GEOID03.
 FE2509
 FE2509;                    North         East     Units Scale Factor Converg.
 FE2509;SPC TN       -   110,334.268   302,332.511   MT  0.99999435   -1 54 57.4
 FE2509;SPC TN       -   361,988.34    991,902.58   sFT  0.99999435   -1 54 57.4
 FE2509;UTM  16      - 3,906,787.023   293,312.705   MT  1.00012650   -1 18 47.5
 FE2509
 FE2509                          SUPERSEDED SURVEY CONTROL
 FE2509
 FE2509  NAD 83(1995)-  35 16 58.51605(N)    089 16 21.63546(W) AD(       ) 4
 FE2509  NAD 83(1995)-  35 16 58.51700(N)    089 16 21.63518(W) AD(       ) 4
 FE2509  NAD 83(1986)-  35 16 58.52360(N)    089 16 21.63437(W) AD(       ) 4
 FE2509  NAD 27      -  35 16 58.22100(N)    089 16 21.38600(W) AD(       ) 3
 FE2509
 FE2509.Superseded values are not recommended for survey control.
 FE2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2509.See file dsdata.txt to determine how the superseded data were derived.
 FE2509
 FE2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9331306787(NAD 83)
 FE2509_MARKER: 57 = LOOKOUT TOWER
 FE2509
 FE2509  HISTORY     - Date     Condition        Report By
 FE2509  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2509
 FE2509                          STATION DESCRIPTION
 FE2509
 FE2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2509'THE STATION IS THE CENTER OF THE TOP OF THE STATE FOREST LOOKOUT
 FE2509'TOWER LOCATED ABOUT 1 MILE NORTHWEST OF LACONIA. IT IS A FOUR LEGGED
 FE2509'STEEL TOWER WITH A GLASS ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 FE2509'THE OVERALL HEIGHT IS ABOUT 90 FEET.
 FE2509'
 FE2509'TO REACH THE STATION FROM THE DEPOT IN LACONIA, GO NORTH ON A
 FE2509'GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD. TURN LEFT AND GO WEST ON
 FE2509'A DIRT ROAD FOR 0.7 MILE TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1887 ***********************************************************************
 FC1887  DESIGNATION -  LADDS
 FC1887  PID         -  FC1887
 FC1887  STATE/COUNTY-  TN/MARION
 FC1887  USGS QUAD   -  SEQUATCHIE (1982)
 FC1887
 FC1887                         *CURRENT SURVEY CONTROL
 FC1887  ___________________________________________________________________
 FC1887* NAD 83(1995)-  35 00 27.86138(N)    085 33 27.82968(W)     ADJUSTED  
 FC1887* NAVD 88     -       475.4    (meters)    1560.     (feet)  VERTCON   
 FC1887  ___________________________________________________________________
 FC1887  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FC1887  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1887
 FC1887  HORZ ORDER  -  SECOND
 FC1887
 FC1887.The horizontal coordinates were established by classical geodetic methods
 FC1887.and adjusted by the National Geodetic Survey in April 1999..
 FC1887
 FC1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1887
 FC1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1887
 FC1887.The geoid height was determined by GEOID03.
 FC1887
 FC1887;                    North         East     Units Scale Factor Converg.
 FC1887;SPC TN       -    74,917.996   640,372.119   MT  1.00005158   +0 15 32.1
 FC1887;SPC TN       -   245,793.46  2,100,954.19   sFT  1.00005158   +0 15 32.1
 FC1887;SPC GA W     -   556,166.895   573,032.687   MT  1.00009862   -0 47 53.3
 FC1887;SPC GA W     - 1,824,690.89  1,880,024.74   sFT  1.00009862   -0 47 53.3
 FC1887;UTM  16      - 3,874,851.674   631,601.879   MT  0.99981345   +0 49 39.1
 FC1887
 FC1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1887!SPC TN       -   0.99992995  x   1.00005158  =   0.99998153
 FC1887!SPC GA W     -   0.99992995  x   1.00009862  =   1.00002856
 FC1887!UTM  16      -   0.99992995  x   0.99981345  =   0.99974341
 FC1887
 FC1887|---------------------------------------------------------------------|
 FC1887| PID    Reference Object                     Distance      Geod. Az  |
 FC1887|                                                           dddmmss.s |
 FC1887| CG6714 LADDS RM 1                                         05522     |
 FC1887| CG6713 LADDS AZ MK                                        1750817.1 |
 FC1887| CG6715 LADDS RM 2                           17.552 METERS 26134     |
 FC1887|---------------------------------------------------------------------|
 FC1887
 FC1887                          SUPERSEDED SURVEY CONTROL
 FC1887
 FC1887  NAD 83(1995)-  35 00 27.86158(N)    085 33 27.82977(W) AD(       ) 2
 FC1887  NAD 83(1995)-  35 00 27.86196(N)    085 33 27.83136(W) AD(       ) 2
 FC1887  NAD 83(1995)-  35 00 27.86322(N)    085 33 27.82931(W) AD(       ) 2
 FC1887  NAD 83(1986)-  35 00 27.86347(N)    085 33 27.82908(W) AD(       ) 2
 FC1887  NAD 27      -  35 00 27.58570(N)    085 33 27.95610(W) AD(       ) 2
 FC1887  NGVD 29 (07/19/86)  475.4    (m)         1560.     (f) VERT ANG       
 FC1887
 FC1887.Superseded values are not recommended for survey control.
 FC1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1887.See file dsdata.txt to determine how the superseded data were derived.
 FC1887
 FC1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3160274852(NAD 83)
 FC1887_MARKER: DE = TRAVERSE STATION DISK
 FC1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1887
 FC1887  HISTORY     - Date     Condition        Report By
 FC1887  HISTORY     - 1962     MONUMENTED       CGS
 FC1887
 FC1887                          STATION DESCRIPTION
 FC1887
 FC1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1887'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF WHITESIDE AND 1-1/2
 FC1887'MILES SOUTHWEST OF HALETOWN ON THE NORTHERN MOST POINT OF SAND
 FC1887'MOUNTAIN LOCALLY KNOWN AS LADDS POINT.
 FC1887'
 FC1887'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 72, 64, 41
 FC1887'AND STATE ROUTE 134 IN HALETOWN, FOLLOW STATE ROUTE 134 FOR 3
 FC1887'MILES TO A ROAD TO THE RIGHT JUST BEFORE REACHING A CONCRETE BRIDGE,
 FC1887'TURN RIGHT AND GO 0.95 MILE TO A FORK, TURN LEFT FOR 0.2 MILE
 FC1887'THEN FOLLOW LEFT ROAD FOR 0.25 MILE TO TOP OF HILL AND A FORK, TURN
 FC1887'RIGHT AND GO 0.65 MILE TO A FORK, BEND TO THE LEFT FOR 0.05
 FC1887'MILE THEN TAKE ANOTHER LEFT FOR 0.1 MILE AND A ROAD JUNCTION TO THE
 FC1887'RIGHT, CONTINUE AHEAD FOR 2.3 MILES TO ANOTHER JUNCTION, HERE
 FC1887'TURN RIGHT FOR 0.35 MILE TO A FORK, TAKE LEFT FOR 0.25 MILE TO A
 FC1887'FORK THEN RIGHT FOR 0.05 MILE AND A LEFT FOR 0.1 MILE TO THE AZIMUTH
 FC1887'MARK ON THE RIGHT.  FROM HERE CONTINUE NORTHWESTERLY FOR
 FC1887'0.75 MILE TO THE STATION ON THE RIGHT.
 FC1887'
 FC1887'THE STATION MARK IS 24 FEET WEST OF A 12-INCH TRIANGLE BLAZED OAK
 FC1887'TREE, 16 FEET SOUTHWEST OF A TRIANGLE BLAZED 8-INCH OAK TREE, 12
 FC1887'FEET EAST OF THE TRACK ROAD AND 2.1 FEET NORTHWEST OF A METAL WITNESS
 FC1887'POST.  THE MARK IS A STANDARD TRAVERSE DISK STAMPED LADDS
 FC1887'1962 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FC1887'6 INCHES.
 FC1887'
 FC1887'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE TRACK ROAD AND 5 FEET
 FC1887'SOUTH OF THE TRIANGLE BLAZED 8-INCH OAK TREE.  THE MARK IS A
 FC1887'STANDARD DISK STAMPED LADDS NO 1 1962 AND SET IN THE TOP OF A SQUARE
 FC1887'CONCRETE MONUMENT PROJECTING 6 INCHES.
 FC1887'
 FC1887'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE TRACK ROAD AND 7 FEET
 FC1887'SOUTHWEST OF THE 10-INCH OAK TREE.  THE MARK IS A STANDARD
 FC1887'DISK STAMPED LADDS NO 2 1962 AND SET IN THE TOP OF A SQUARE CONCRETE
 FC1887'MONUMENT WHICH PROJECTS 4 INCHES.
 FC1887'
 FC1887'THE AZIMUTH MARK IS 12 FEET NORTH OF THE TRACK ROAD, 3 FEET EAST OF A
 FC1887'10-INCH HICKORY TREE AND 1.8 FEET WEST OF A METAL WITNESS
 FC1887'POST.  THE MARK IS A STANDARD AZIMUTTH DISK STAMPED LADDS 1962 AND
 FC1887'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FC1887'INCHES.
 FC1887'
 FC1887'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2742 ***********************************************************************
 GC2742  CBN         -  This is a Cooperative Base Network Control Station.
 GC2742  DESIGNATION -  LAFAPORT
 GC2742  PID         -  GC2742
 GC2742  STATE/COUNTY-  TN/MACON
 GC2742  USGS QUAD   -  LAFAYETTE (1983)
 GC2742
 GC2742                         *CURRENT SURVEY CONTROL
 GC2742  ___________________________________________________________________
 GC2742* NAD 83(1995)-  36 31 03.54554(N)    086 03 27.77341(W)     ADJUSTED  
 GC2742* NAVD 88     -       292.7    (meters)     960.     (feet)  GPS OBS   
 GC2742  ___________________________________________________________________
 GC2742  X           -     352,849.457 (meters)                     COMP
 GC2742  Y           -  -5,120,094.070 (meters)                     COMP
 GC2742  Z           -   3,774,665.414 (meters)                     COMP
 GC2742  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GC2742  ELLIP HEIGHT-         262.96  (meters)          (08/03/04) GPS OBS
 GC2742  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC2742
 GC2742  HORZ ORDER  -  A
 GC2742  ELLP ORDER  -  FOURTH    CLASS I
 GC2742
 GC2742.This mark is at Lafayette Airport (3M7)
 GC2742
 GC2742.The horizontal coordinates were established by GPS observations
 GC2742.and adjusted by the National Geodetic Survey in August 2004..
 GC2742
 GC2742.The orthometric height was determined by GPS observations and a
 GC2742.high-resolution geoid model.
 GC2742
 GC2742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2742
 GC2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2742
 GC2742.The ellipsoidal height was determined by GPS observations
 GC2742.and is referenced to NAD 83.
 GC2742
 GC2742.The geoid height was determined by GEOID03.
 GC2742
 GC2742;                    North         East     Units Scale Factor Converg.
 GC2742;SPC TN       -   242,356.360   594,830.338   MT  1.00001947   -0 02 01.6
 GC2742;SPC TN       -   795,130.82  1,951,539.20   sFT  1.00001947   -0 02 01.6
 GC2742;UTM  16      - 4,041,778.922   584,368.559   MT  0.99968770   +0 33 38.7
 GC2742
 GC2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2742!SPC TN       -   0.99995873  x   1.00001947  =   0.99997820
 GC2742!UTM  16      -   0.99995873  x   0.99968770  =   0.99964645
 GC2742
 GC2742                          SUPERSEDED SURVEY CONTROL
 GC2742
 GC2742  NAD 83(1995)-  36 31 03.54598(N)    086 03 27.77290(W) AD(       ) 3
 GC2742  ELLIP H (04/12/99)  262.89   (m)                       GP(       ) 4 1
 GC2742  NAD 83(1995)-  36 31 03.54594(N)    086 03 27.77654(W) AD(       ) 3
 GC2742  NAD 83(1995)-  36 31 03.54861(N)    086 03 27.77878(W) AD(       ) 3
 GC2742  NGVD 29 (09/17/90)  292.7    (m)          960.     (f) GPS OBS        
 GC2742
 GC2742.Superseded values are not recommended for survey control.
 GC2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2742.See file dsdata.txt to determine how the superseded data were derived.
 GC2742
 GC2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8436941779(NAD 83)
 GC2742_MARKER: I = METAL ROD
 GC2742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2742_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2742_STAMPING: LAFAPORT 1987
 GC2742_MARK LOGO: NGS   
 GC2742_MAGNETIC: I = MARKER IS A STEEL ROD
 GC2742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2742+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 GC2742
 GC2742  HISTORY     - Date     Condition        Report By
 GC2742  HISTORY     - 1987     MONUMENTED       NGS
 GC2742  HISTORY     - 19890717 GOOD
 GC2742  HISTORY     - 20030717 GOOD             TNHD
 GC2742
 GC2742                          STATION DESCRIPTION
 GC2742
 GC2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2742'FROM THE JUNCTION OF STATE HIGHWAY BY PASS 52 AND STATE HIGHWAY
 GC2742'10 IN LAFAYETTE, GO WEST 1.8 MILES ON STATE HIGHWAY BY PASS 52
 GC2742'TO THE JUNCTION WITH WEST MORELAND ROAD ON THE LEFT.  TURN LEFT
 GC2742'AND GO SOUTH-SOUTHWEST 1.0 MILE ON WEST MORELAND ROAD TO THE
 GC2742'JUNCTION TO THE TERMINAL BUILDING OF LAFAYETTE MUNICIPAL AIRPORT.
 GC2742'CONTINUE ACROSS THE RUNWAY TO THE WINDSOCK WITH SEGMENTED CIRCLE
 GC2742'AND THE STATION, 3-D MARK, A STAINLESS STEEL ROAD DRIVEN TO REFUSAL
 GC2742'AT 21 FEET, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED-FILLED
 GC2742'1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 GC2742'LAFAPORT 1987 FLUSH WITH GROUND. THE STATION IS 102 FEET SOUTH FROM
 GC2742'THE WINDSOCK, 22.6 FEET SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 GC2742'OF THE SOUTH MOST SEGMENTED CIRCLE MARKER, 157 FEET EAST FROM THE
 GC2742'EAST EDGE OF THE RUNWAY, 84 FEET WEST FROM A FENCE LINAGE, AND 2.0
 GC2742'FEET NORTH FROM A FIBERGLASS WITNESS POST. A 1 FOOT REBAR WAS
 GC2742'PUT IN CONCRETE AROUND MARK.
 GC2742
 GC2742                          STATION RECOVERY (1989)
 GC2742
 GC2742'RECOVERED 1989
 GC2742'RECOVERED IN GOOD CONDITION.
 GC2742
 GC2742                          STATION RECOVERY (2003)
 GC2742
 GC2742'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 GC2742'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2743 ***********************************************************************
 GC2743  DESIGNATION -  LAFAPORT AZ MK
 GC2743  PID         -  GC2743
 GC2743  STATE/COUNTY-  TN/MACON
 GC2743  USGS QUAD   -  LAFAYETTE (1983)
 GC2743
 GC2743                         *CURRENT SURVEY CONTROL
 GC2743  ___________________________________________________________________
 GC2743* NAD 83(1995)-  36 30 47.89737(N)    086 03 31.33214(W)     ADJUSTED  
 GC2743* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 GC2743  ___________________________________________________________________
 GC2743  X           -     352,780.952 (meters)                     COMP
 GC2743  Y           -  -5,120,388.015 (meters)                     COMP
 GC2743  Z           -   3,774,278.855 (meters)                     COMP
 GC2743  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GC2743  ELLIP HEIGHT-         264.84  (meters)          (04/12/99) GPS OBS
 GC2743  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC2743
 GC2743  HORZ ORDER  -  THIRD
 GC2743  ELLP ORDER  -  FOURTH    CLASS I
 GC2743
 GC2743.This mark is at Lafayette Airport (3M7)
 GC2743
 GC2743.The horizontal coordinates were established by GPS observations
 GC2743.and adjusted by the National Geodetic Survey in April 1999..
 GC2743
 GC2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2743
 GC2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2743
 GC2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2743
 GC2743.The ellipsoidal height was determined by GPS observations
 GC2743.and is referenced to NAD 83.
 GC2743
 GC2743.The geoid height was determined by GEOID03.
 GC2743
 GC2743;                    North         East     Units Scale Factor Converg.
 GC2743;SPC TN       -   241,874.055   594,741.503   MT  1.00001857   -0 02 03.7
 GC2743;SPC TN       -   793,548.46  1,951,247.75   sFT  1.00001857   -0 02 03.7
 GC2743;UTM  16      - 4,041,295.881   584,284.761   MT  0.99968752   +0 33 36.4
 GC2743
 GC2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2743!SPC TN       -   0.99995844  x   1.00001857  =   0.99997701
 GC2743!UTM  16      -   0.99995844  x   0.99968752  =   0.99964597
 GC2743
 GC2743                          SUPERSEDED SURVEY CONTROL
 GC2743
 GC2743  NAD 83(1995)-  36 30 47.89733(N)    086 03 31.33586(W) AD(       ) 3
 GC2743  NAD 83(1995)-  36 30 47.90001(N)    086 03 31.33802(W) AD(       ) 3
 GC2743  NGVD 29 (09/17/90)  294.7    (m)          967.     (f) GPS OBS        
 GC2743
 GC2743.Superseded values are not recommended for survey control.
 GC2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2743.See file dsdata.txt to determine how the superseded data were derived.
 GC2743
 GC2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8428541296(NAD 83)
 GC2743_MARKER: I = METAL ROD
 GC2743_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2743_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2743+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 GC2743
 GC2743  HISTORY     - Date     Condition        Report By
 GC2743  HISTORY     - 1987     MONUMENTED       NGS
 GC2743  HISTORY     - 19890717 GOOD
 GC2743
 GC2743                          STATION DESCRIPTION
 GC2743
 GC2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2743'FROM THE JUNCTION OF STATE HIGHWAY BY PASS 52 AND STATE HIGHWAY 10
 GC2743'IN LAFAYETTE, GO WEST 1.8 MILES ON STATE HIGHWAY BYPASS 52 TO THE
 GC2743'JUNCTION WITH WEST MORELAND ROAD ON THE LEFT. TURN LEFT AND GO
 GC2743'SOUTH SOUTHWEST 1.0 MILE ON WEST MORELAND ROAD TO THE JUNCTION WITH
 GC2743'AIRPORT ROAD ON THE LEFT TURN LEFT AND GO 0.6 MILE ON AIRPORT ROAD
 GC2743'TO THE TERMINAL BUILDING OF LAFAYETTE MUNICIPAL AIRPORT.  THE
 GC2743'STATION IS ACROSS THE RUNWAY NEAR THE CENTERFIELD WINDSOCK. TO
 GC2743'REACH THE AZIMUTH MARK, CROSS THE RUNWAY TO THE EAST SIDE AND
 GC2743'CONTINUE SOUTH TO THE SOUTH END OF THE RUNWAY AND THE AZIMUTH
 GC2743'MARK STATION, A 3-D MARK, A STAINLESS STEEL ROAD DRIVEN TO REFUSAL
 GC2743'AT 26 FEET 3 INCHES BELOW GROUND ENCASED IN A 3 FOOT GREASED-FILLED
 GC2743'1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 GC2743'LAFAPORT AZ MK 1987 FLUSH WITH GROUND THE STATION IS ON LINE WITH
 GC2743'THE FIRST SET OF RUNWAY LIGHTS AND THE SOUTHERNMOST VASI, 163 FEET
 GC2743'NORTH NORTHWEST FROM A REIL LIGHT, 163 FEET NORTH FROM THE SOUTHEAST
 GC2743'MOST THRESHOLD LIGHT, 155 FEET NORTH FROM THE SOUTHEAST CORNER OF
 GC2743'THE RUNWAY, 32.5 FEET EAST FROM THE FIST RUNWAY LIGHT NORTH FROM
 GC2743'THE RUNWAY END 42.5 FEET EAST FROM THE WEST EDGE OF THE RUNWAY, AND
 GC2743'1.0 FEET WEST FROM A FIBERGLASS WITNESS POST. A 1 FOOT REBAR WAS
 GC2743'PUT IN CONCRETE AROUND MARK.
 GC2743
 GC2743                          STATION RECOVERY (1989)
 GC2743
 GC2743'RECOVERED 1989
 GC2743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2077 ***********************************************************************
 GC2077  DESIGNATION -  LAFAYETTE
 GC2077  PID         -  GC2077
 GC2077  STATE/COUNTY-  TN/MACON
 GC2077  USGS QUAD   -  LAFAYETTE (1983)
 GC2077
 GC2077                         *CURRENT SURVEY CONTROL
 GC2077  ___________________________________________________________________
 GC2077* NAD 83(1995)-  36 31 17.06610(N)    086 02 02.73990(W)     ADJUSTED  
 GC2077* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GC2077  ___________________________________________________________________
 GC2077  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 GC2077  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC2077
 GC2077  HORZ ORDER  -  THIRD
 GC2077
 GC2077.The horizontal coordinates were established by classical geodetic methods
 GC2077.and adjusted by the National Geodetic Survey in April 1999..
 GC2077
 GC2077.The orthometric height was scaled from a topographic map.
 GC2077
 GC2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2077
 GC2077.The geoid height was determined by GEOID03.
 GC2077
 GC2077;                    North         East     Units Scale Factor Converg.
 GC2077;SPC TN       -   242,772.142   596,946.223   MT  1.00002025   -0 01 11.9
 GC2077;SPC TN       -   796,494.94  1,958,481.07   sFT  1.00002025   -0 01 11.9
 GC2077;UTM  16      - 4,042,216.498   586,479.318   MT  0.99969214   +0 34 29.5
 GC2077
 GC2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2077!SPC TN       -   0.99995760  x   1.00002025  =   0.99997785
 GC2077!UTM  16      -   0.99995760  x   0.99969214  =   0.99964975
 GC2077
 GC2077:                Primary Azimuth Mark                     Grid Az
 GC2077:SPC TN       -  LAFAYETTE MUNICIPAL TANK                 059 35 10.9
 GC2077:UTM  16      -  LAFAYETTE MUNICIPAL TANK                 058 59 29.5
 GC2077
 GC2077|---------------------------------------------------------------------|
 GC2077| PID    Reference Object                     Distance      Geod. Az  |
 GC2077|                                                           dddmmss.s |
 GC2077| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX. 1.2 KM 0593359.0 |
 GC2077| GC2075 LAFAYETTE MAG STA                    60.362 METERS 06144     |
 GC2077| GC2078 LAFAYETTE AZ MK                     479.867 METERS 1051712.8 |
 GC2077| CG6709 LAFAYETTE RM 1                        3.307 METERS 20108     |
 GC2077|---------------------------------------------------------------------|
 GC2077
 GC2077                          SUPERSEDED SURVEY CONTROL
 GC2077
 GC2077  NAD 83(1995)-  36 31 17.06705(N)    086 02 02.73931(W) AD(       ) 3
 GC2077  NAD 83(1995)-  36 31 17.07445(N)    086 02 02.74644(W) AD(       ) 3
 GC2077  NAD 83(1986)-  36 31 17.07611(N)    086 02 02.74401(W) AD(       ) 3
 GC2077  NAD 27      -  36 31 16.89000(N)    086 02 02.80000(W) AD(       ) 3
 GC2077
 GC2077.Superseded values are not recommended for survey control.
 GC2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2077.See file dsdata.txt to determine how the superseded data were derived.
 GC2077
 GC2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8647942216(NAD 83)
 GC2077_MARKER: DS = TRIANGULATION STATION DISK
 GC2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2077_STAMPING: LAFAYETTE 1950
 GC2077_MARK LOGO: CGS   
 GC2077
 GC2077  HISTORY     - Date     Condition        Report By
 GC2077  HISTORY     - 1950     MONUMENTED       CGS
 GC2077  HISTORY     - 1950     MARK NOT FOUND   USDA
 GC2077
 GC2077                          STATION DESCRIPTION
 GC2077
 GC2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2077'STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAFAYETTE ON THE
 GC2077'WESTERLY SIDE OF A BLACK TOP ROAD KNOWN AS FAIRGROUND LANE AND ON
 GC2077'PROPERTY OWNED BY A.L.WEST. IT IS 260 FEET WEST OF THE CENTER OF THE
 GC2077'ROAD, 98 FEET EAST OF A 24 INCH MAPLE TREE, 11.5 FEET NORTH OF A
 GC2077'FENCELINE AND 10 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS
 GC2077'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAFAYETTE 1950.
 GC2077'
 GC2077'REFERENCE MARK NO. 1 IS 0.5 FEET NORTH OF THE FENCELINE AND 1.5 FEET
 GC2077'EAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2077'AND THE DISK IS STAMPED LAFAYETTE NO 1 1950.
 GC2077'
 GC2077'LAFAYETTE (USC AND GS) MAGNETIC STATION WAS USED AS A REFERENCE MARK.
 GC2077'IT IS 84 FEET WEST OF THE CENTER OF THE ROAD, 82 FEET SOUTH OF THE
 GC2077'SOUTHWEST CORNER OF A BRICK HOUSE AND 70 FEET SOUTH OF A FENCELINE.
 GC2077'THE MARK IS AN 18X18 INCH CONCRETE POST WITH A STANDARD USC AND GS
 GC2077'MAGNETIC DISK STAMPED LAFAYETTE.
 GC2077'
 GC2077'AZIMUTH MARK IS 205 FEET NORTH OF THE CENTER OF STATE HIGHWAY 10, 11
 GC2077'FEET SOUTH WEST OF A POWER POLE, 5 FEET NORTHWEST OF A FENCE CORNER
 GC2077'AND A WHITE WITNESS POST AND ONE FOOT SOUTHEAST OF A FENCELINE. THE
 GC2077'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAFAYETTE
 GC2077'1950.
 GC2077'
 GC2077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 52 IN
 GC2077'LAFAYETTE, GO SOUTH AND WEST ON HIGHWAY 10 FOR 0.15 MILE TO AN
 GC2077'ALLEY ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE ON
 GC2077'HIGHWAY 10 FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS LEFT AND A BLACK
 GC2077'TOP ROAD STRAIGHT AHEAD, GO STRAIGHT AHEAD ON BLACK TOP ROAD (WEST
 GC2077'AND NORTH) FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2077'
 GC2077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2077
 GC2077                          STATION RECOVERY (1950)
 GC2077
 GC2077'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1950 (EB)
 GC2077'MARKERS WERE NOT FOUND.  ACCORDING TO INFORMATION GIVEN ME BY MR.
 GC2077'WILL HALL SULLIVAN THE TWO MARKERS FOR STATIONS LAFAYETTE 1950 AND
 GC2077'LAFAYETTE (USC AND GS) MAGNETIC WERE DESTROYED BY THE
 GC2077'CONSTRUCTION OF SCHOOL AND EXCAVATION WORK ON SCHOOL GROUNDS.
 GC2077'
 GC2077'A RATHER EXTENSIVE SEARCH WAS MADE FOR THESE MARKERS, BUT DUE TO
 GC2077'CHANGES THAT HAVE TAKEN PLACE THE LOCATIONS COULD NOT BE IDENTIFIED.
 GC2077'ALSO ACCORDING TO MR. WILL HALL SULLIVAN THE PLATES WERE SOME WHERE
 GC2077'IN THE DIRT THAT WAS MOVED.
 GC2077'
 GC2077'THE AZIMUTH MARKER WAS LOCATED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2078 ***********************************************************************
 GC2078  DESIGNATION -  LAFAYETTE AZ MK
 GC2078  PID         -  GC2078
 GC2078  STATE/COUNTY-  TN/MACON
 GC2078  USGS QUAD   -  LAFAYETTE (1983)
 GC2078
 GC2078                         *CURRENT SURVEY CONTROL
 GC2078  ___________________________________________________________________
 GC2078* NAD 83(1995)-  36 31 12.96125(N)    086 01 44.13501(W)     ADJUSTED  
 GC2078* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GC2078  ___________________________________________________________________
 GC2078  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GC2078  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC2078
 GC2078  HORZ ORDER  -  THIRD
 GC2078
 GC2078.The horizontal coordinates were established by classical geodetic methods
 GC2078.and adjusted by the National Geodetic Survey in April 1999..
 GC2078
 GC2078.The orthometric height was scaled from a topographic map.
 GC2078
 GC2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2078
 GC2078.The geoid height was determined by GEOID03.
 GC2078
 GC2078;                    North         East     Units Scale Factor Converg.
 GC2078;SPC TN       -   242,645.460   597,409.076   MT  1.00002002   -0 01 01.0
 GC2078;SPC TN       -   796,079.31  1,959,999.61   sFT  1.00002002   -0 01 01.0
 GC2078;UTM  16      - 4,042,094.668   586,943.310   MT  0.99969313   +0 34 40.5
 GC2078
 GC2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2078!SPC TN       -   0.99995823  x   1.00002002  =   0.99997825
 GC2078!UTM  16      -   0.99995823  x   0.99969313  =   0.99965137
 GC2078
 GC2078:                Primary Azimuth Mark                     Grid Az
 GC2078:SPC TN       -  LAFAYETTE                                285 18 24.9
 GC2078:UTM  16      -  LAFAYETTE                                284 42 43.4
 GC2078
 GC2078|---------------------------------------------------------------------|
 GC2078| PID    Reference Object                     Distance      Geod. Az  |
 GC2078|                                                           dddmmss.s |
 GC2078| GC2077 LAFAYETTE                           479.867 METERS 2851723.9 |
 GC2078| GC2075 LAFAYETTE MAG STA                   438.098 METERS 2904414.9 |
 GC2078|---------------------------------------------------------------------|
 GC2078
 GC2078                          SUPERSEDED SURVEY CONTROL
 GC2078
 GC2078  NAD 83(1995)-  36 31 12.96220(N)    086 01 44.13443(W) AD(       ) 3
 GC2078  NAD 83(1995)-  36 31 12.96960(N)    086 01 44.14156(W) AD(       ) 3
 GC2078  NAD 83(1986)-  36 31 12.97128(N)    086 01 44.13918(W) AD(       ) 3
 GC2078  NAD 27      -  36 31 12.78500(N)    086 01 44.19700(W) AD(       ) 3
 GC2078
 GC2078.Superseded values are not recommended for survey control.
 GC2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2078.See file dsdata.txt to determine how the superseded data were derived.
 GC2078
 GC2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8694342095(NAD 83)
 GC2078_MARKER: DR = REFERENCE MARK DISK
 GC2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2078_STAMPING: LAFAYETTE 1950
 GC2078_MARK LOGO: CGS   
 GC2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2078+STABILITY: SURFACE MOTION
 GC2078
 GC2078  HISTORY     - Date     Condition        Report By
 GC2078  HISTORY     - 1950     MONUMENTED       CGS
 GC2078
 GC2078                          STATION DESCRIPTION
 GC2078
 GC2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2078'SEE STATION LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2075 ***********************************************************************
 GC2075  DESIGNATION -  LAFAYETTE MAG STA
 GC2075  PID         -  GC2075
 GC2075  STATE/COUNTY-  TN/MACON
 GC2075  USGS QUAD   -  LAFAYETTE (1983)
 GC2075
 GC2075                         *CURRENT SURVEY CONTROL
 GC2075  ___________________________________________________________________
 GC2075* NAD 83(1995)-  36 31 17.99342(N)    086 02 00.60299(W)     ADJUSTED  
 GC2075* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 GC2075  ___________________________________________________________________
 GC2075  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GC2075  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC2075
 GC2075  HORZ ORDER  -  SECOND
 GC2075
 GC2075.The horizontal coordinates were established by classical geodetic methods
 GC2075.and adjusted by the National Geodetic Survey in April 1999..
 GC2075
 GC2075.The orthometric height was scaled from a topographic map.
 GC2075
 GC2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2075
 GC2075.The geoid height was determined by GEOID03.
 GC2075
 GC2075;                    North         East     Units Scale Factor Converg.
 GC2075;SPC TN       -   242,800.709   596,999.399   MT  1.00002031   -0 01 10.6
 GC2075;SPC TN       -   796,588.66  1,958,655.53   sFT  1.00002031   -0 01 10.6
 GC2075;UTM  16      - 4,042,245.605   586,532.178   MT  0.99969225   +0 34 30.8
 GC2075
 GC2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2075!SPC TN       -   0.99995807  x   1.00002031  =   0.99997838
 GC2075!UTM  16      -   0.99995807  x   0.99969225  =   0.99965033
 GC2075
 GC2075:                Primary Azimuth Mark                     Grid Az
 GC2075:SPC TN       -  LAFAYETTE AZ MK                          110 45 15.7
 GC2075:UTM  16      -  LAFAYETTE AZ MK                          110 09 34.3
 GC2075
 GC2075|---------------------------------------------------------------------|
 GC2075| PID    Reference Object                     Distance      Geod. Az  |
 GC2075|                                                           dddmmss.s |
 GC2075| GC2078 LAFAYETTE AZ MK                     438.098 METERS 1104405.1 |
 GC2075| GC2077 LAFAYETTE                            60.362 METERS 24144     |
 GC2075|---------------------------------------------------------------------|
 GC2075
 GC2075                          SUPERSEDED SURVEY CONTROL
 GC2075
 GC2075  NAD 83(1995)-  36 31 17.99437(N)    086 02 00.60241(W) AD(       ) 2
 GC2075  NAD 83(1995)-  36 31 18.00177(N)    086 02 00.60954(W) AD(       ) 2
 GC2075  NAD 83(1986)-  36 31 18.00343(N)    086 02 00.60712(W) AD(       ) 2
 GC2075  NAD 27      -  36 31 17.81700(N)    086 02 00.66300(W) AD(       ) 2
 GC2075
 GC2075.Superseded values are not recommended for survey control.
 GC2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2075.See file dsdata.txt to determine how the superseded data were derived.
 GC2075
 GC2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8653242246(NAD 83)
 GC2075_MARKER: DM = MAGNETIC STATION DISK
 GC2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2075_STAMPING: LAFAYETTE
 GC2075_MARK LOGO: CGS   
 GC2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2075+STABILITY: SURFACE MOTION
 GC2075
 GC2075  HISTORY     - Date     Condition        Report By
 GC2075  HISTORY     - 1950     MONUMENTED       CGS
 GC2075
 GC2075                          STATION DESCRIPTION
 GC2075
 GC2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2075'STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAFAYETTE ON THE
 GC2075'WESTERLY SIDE OF A BLACK TOP ROAD KNOWN AS FAIRGROUND LANE AND ON
 GC2075'PROPERTY OWNED BY A.L. WEST. IT IS 84 FEET WEST OF THE CENTER OF THE
 GC2075'ROAD, 82 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE AND
 GC2075'70 FEET SOUTH OF A FENCELINE. THE MARK IS AN 18X18 INCH CONCRETE POST
 GC2075'WITH A STANDARD USC AND GS MAGNETIC DISK STAMPED LAFAYETTE.
 GC2075'
 GC2075'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LAFAYETTE
 GC2075'AND THE DISTANCE WAS FOUND TO BE 60.362 METERS (198.04 FEET).
 GC2075'
 GC2075'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 52 IN
 GC2075'LAFAYETTE, GO SOUTH AND WEST ON HIGHWAY 10 FOR 0.35 MILE TO WHERE
 GC2075'THE HIGHWAY TURNS LEFT AND A BLACK TOP ROAD STRAIGHT AHEAD, GO
 GC2075'STRAIGHT AHEAD ON BLACK TOP ROAD (WEST AND NORTH) FOR 0.1 MILE TO THE
 GC2075'STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2076 ***********************************************************************
 GC2076  DESIGNATION -  LAFAYETTE MUNICIPAL TANK
 GC2076  PID         -  GC2076
 GC2076  STATE/COUNTY-  TN/MACON
 GC2076  USGS QUAD   -  LAFAYETTE (1983)
 GC2076
 GC2076                         *CURRENT SURVEY CONTROL
 GC2076  ___________________________________________________________________
 GC2076* NAD 83(1995)-  36 31 36.09106(N)    086 01 22.61128(W)     ADJUSTED  
 GC2076* NAVD 88     -                                                        
 GC2076  ___________________________________________________________________
 GC2076  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 GC2076  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2076
 GC2076  HORZ ORDER  -  THIRD
 GC2076
 GC2076.The horizontal coordinates were established by classical geodetic methods
 GC2076.and adjusted by the National Geodetic Survey in April 1999..
 GC2076
 GC2076
 GC2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2076
 GC2076.The geoid height was determined by GEOID03.
 GC2076
 GC2076;                    North         East     Units Scale Factor Converg.
 GC2076;SPC TN       -   243,358.301   597,944.763   MT  1.00002136   -0 00 48.4
 GC2076;SPC TN       -   798,418.03  1,961,757.11   sFT  1.00002136   -0 00 48.4
 GC2076;UTM  16      - 4,042,812.798   587,471.393   MT  0.99969426   +0 34 53.7
 GC2076
 GC2076                          SUPERSEDED SURVEY CONTROL
 GC2076
 GC2076  NAD 83(1995)-  36 31 36.09149(N)    086 01 22.61181(W) AD(       ) 4
 GC2076  NAD 83(1995)-  36 31 36.10016(N)    086 01 22.61622(W) AD(       ) 4
 GC2076  NAD 83(1986)-  36 31 36.10138(N)    086 01 22.61480(W) AD(       ) 4
 GC2076  NAD 27      -  36 31 35.92100(N)    086 01 22.66200(W) AD(       ) 3
 GC2076
 GC2076.Superseded values are not recommended for survey control.
 GC2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2076.See file dsdata.txt to determine how the superseded data were derived.
 GC2076
 GC2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8747142813(NAD 83)
 GC2076_MARKER: 53 = ELEVATED TANK
 GC2076
 GC2076  HISTORY     - Date     Condition        Report By
 GC2076  HISTORY     - 1950     FIRST OBSERVED   CGS
 GC2076
 GC2076                          STATION DESCRIPTION
 GC2076
 GC2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2076'STATION IS LOCATED IN THE NORTH SECTION OF LAFAYETTE IN THE SOUTHWEST
 GC2076'ANGLE OF BENNETT AND IRVING STREETS AND NEAR THE NORTHEAST CORNER
 GC2076'OF KINGSBORO SILK MILL. IT IS A FOUR-LEGGED STEEL WATER TANK ABOUT
 GC2076'150 FEET HIGH AND PAINTED SILVER.  THE POINT OBSERVED ON WAS THE
 GC2076'SMALL BALL AT THE POINT OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2525 ***********************************************************************
 GB2525  DESIGNATION -  LAFOL
 GB2525  PID         -  GB2525
 GB2525  STATE/COUNTY-  TN/CAMPBELL
 GB2525  USGS QUAD   -  LA FOLLETTE (1990)
 GB2525
 GB2525                         *CURRENT SURVEY CONTROL
 GB2525  ___________________________________________________________________
 GB2525* NAD 83(1995)-  36 23 02.98565(N)    084 06 37.44256(W)     ADJUSTED  
 GB2525* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 GB2525  ___________________________________________________________________
 GB2525  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 GB2525  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GB2525
 GB2525  HORZ ORDER  -  SECOND
 GB2525
 GB2525.The horizontal coordinates were established by classical geodetic methods
 GB2525.and adjusted by the National Geodetic Survey in April 1999..
 GB2525
 GB2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2525
 GB2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2525
 GB2525.The geoid height was determined by GEOID03.
 GB2525
 GB2525;                    North         East     Units Scale Factor Converg.
 GB2525;SPC TN       -   229,178.509   769,531.613   MT  0.99999440   +1 06 22.5
 GB2525;SPC TN       -   751,896.49  2,524,704.97   sFT  0.99999440   +1 06 22.5
 GB2525;UTM  16      - 4,030,438.135   759,196.584   MT  1.00042783   +1 42 54.2
 GB2525
 GB2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2525!SPC TN       -   0.99994986  x   0.99999440  =   0.99994426
 GB2525!UTM  16      -   0.99994986  x   1.00042783  =   1.00037767
 GB2525
 GB2525|---------------------------------------------------------------------|
 GB2525| PID    Reference Object                     Distance      Geod. Az  |
 GB2525|                                                           dddmmss.s |
 GB2525| DB6941 LAFOL RM 1                            8.032 METERS 09246     |
 GB2525| GB2530 LAFOLLETTE MUNICIPAL TANK           APPROX. 2.0 KM 2273405.2 |
 GB2525| GB2524 LAFOL AZ MK                         APPROX. 0.5 KM 3470405.0 |
 GB2525| DB6942 LAFOL RM 2                            5.316 METERS 34806     |
 GB2525|---------------------------------------------------------------------|
 GB2525
 GB2525                          SUPERSEDED SURVEY CONTROL
 GB2525
 GB2525  NAD 83(1995)-  36 23 02.98679(N)    084 06 37.44546(W) AD(       ) 2
 GB2525  NAD 83(1995)-  36 23 02.99298(N)    084 06 37.44616(W) AD(       ) 2
 GB2525  NAD 83(1986)-  36 23 02.99640(N)    084 06 37.44314(W) AD(       ) 2
 GB2525  NAD 27      -  36 23 02.69843(N)    084 06 37.71528(W) AD(       ) 2
 GB2525  NGVD 29 (07/19/86)  349.6    (m)         1147.     (f) VERT ANG       
 GB2525
 GB2525.Superseded values are not recommended for survey control.
 GB2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2525.See file dsdata.txt to determine how the superseded data were derived.
 GB2525
 GB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5919730438(NAD 83)
 GB2525_MARKER: DD = SURVEY DISK
 GB2525_SETTING: 66 = SET IN ROCK OUTCROP
 GB2525
 GB2525  HISTORY     - Date     Condition        Report By
 GB2525  HISTORY     - 1964     MONUMENTED       TNHD
 GB2525  HISTORY     - 1978     MARK NOT FOUND   NGS
 GB2525
 GB2525                          STATION DESCRIPTION
 GB2525
 GB2525'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2525'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF LAFOLLETTE.
 GB2525'
 GB2525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2525'ROUTE 63 IN LAFOLLETTE, GO
 GB2525'0.8 MILE NORTHEAST ON STATE ROUTE 63 TO S.
 GB2525'FOURTEENTH ST.  ON THE RIGHT*, TURN
 GB2525'RIGHT, SOUTHEAST, AND GO 0.25
 GB2525'MILE TO THE INTERSECTION OF E.  ELM ST., TURN RIGHT,
 GB2525'SOUTHWEST, AND
 GB2525'GO 0.1 MILE TO THE INTERSECTION OF S.  TWELFTH ST., TURN LEFT,
 GB2525'SOUTHEAST, AND GO
 GB2525'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GB2525'
 GB2525'THE STATION IS 84 FEET NORTHEAST OF THE APPROXIMATE CENTER OF S.
 GB2525'TWELFTH ST., 50 FEET
 GB2525'NORTHWEST OF AN 18-INCH WALNUT TREE AND 2.2 FEET SOUTH OF A
 GB2525'WITNESS POST.  IT IS A
 GB2525'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2525'CEMENTED FLUSH IN A DRILL HOLE IN
 GB2525'OUTCROPPING BEDROCK AND THE DISK IS
 GB2525'STAMPED LAFOL 1964.  NO UNDERGROUND MARK WAS
 GB2525'ESTABLISHED.
 GB2525'
 GB2525'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF AN 18-INCH WALNUT TREE.  IT
 GB2525'IS A STANDARD
 GB2525'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GB2525'HOLE IN OUTCROPPING BEDROCK
 GB2525'AND THE DISK IS STAMPED LAFOL RM-1 1964.
 GB2525'
 GB2525'REFERENCE MARK NO. 2 IS 22 FEET NORTHEAST OF A 3-INCH WILD CHERRY
 GB2525'TREE.  IT IS A STANDARD
 GB2525'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GB2525'DRILL HOLE IN OUTCROPPING
 GB2525'BEDROCK AND THE DISK IS STAMPED LAFOL RM-2
 GB2525'1964.
 GB2525'
 GB2525'THE AZIMUTH MARK IS 34 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2525'SIDEWALK AND ABOUT 6 FEET
 GB2525'ABOVE IT, 17.5 FEET WEST OF A SOUTHWEST CORNER OF THE
 GB2525'LAFOLLETTE COMMUNITY HOSPITAL,
 GB2525'7.6 FEET WEST OF THE FLAG POLE, 6.5
 GB2525'FEET SOUTHEAST OF A CORNER OF THE HOSPITAL AND 4
 GB2525'FEET EAST OF A
 GB2525'2-INCH CEDAR TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2525'DISK SET IN AN
 GB2525'8-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2525'IS STAMPED LAFOL AZI 1964.
 GB2525'
 GB2525'TO REACH THE AZIMUTH MARK*, GO 0.05 MILE NORTHEAST ON STATE ROUTE 63
 GB2525'TO THE ENTRANCE TO THE
 GB2525'LAFOLLETTE COMMUNITY HOSPITAL ON THE LEFT, TURN LEFT,
 GB2525'NORTH, AND 0.1 MILE TO THE FLAG
 GB2525'POLE AND THE MARK.
 GB2525'
 GB2525'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2525'
 GB2525'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2525'
 GB2525'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB2525
 GB2525                          STATION RECOVERY (1978)
 GB2525
 GB2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GB2525'A SEACH WAS MADE FOR THE STATION BUT NONE OF THE MARKS WERE FOUND.  A
 GB2525'BALL FIELD HAS BEEN CONSTRUCTED AT THE SITE AND THE STATION IS
 GB2525'ASSUMED DESTROYED BY GRADING.  THE AZIMUTH MARK IS ALSO ASSUMED
 GB2525'DESTROYED BY CONSTRUCTION AT THE HOSPITAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2524 ***********************************************************************
 GB2524  DESIGNATION -  LAFOL AZ MK
 GB2524  PID         -  GB2524
 GB2524  STATE/COUNTY-  TN/CAMPBELL
 GB2524  USGS QUAD   -  LA FOLLETTE (1990)
 GB2524
 GB2524                         *CURRENT SURVEY CONTROL
 GB2524  ___________________________________________________________________
 GB2524* NAD 83(1995)-  36 23 20.08686(N)    084 06 42.29924(W)     ADJUSTED  
 GB2524* NAVD 88     -       366.1    (meters)    1201.     (feet)  VERTCON   
 GB2524  ___________________________________________________________________
 GB2524  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 GB2524  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB2524
 GB2524  HORZ ORDER  -  SECOND
 GB2524
 GB2524.The horizontal coordinates were established by classical geodetic methods
 GB2524.and adjusted by the National Geodetic Survey in April 1999..
 GB2524
 GB2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2524
 GB2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2524
 GB2524.The geoid height was determined by GEOID03.
 GB2524
 GB2524;                    North         East     Units Scale Factor Converg.
 GB2524;SPC TN       -   229,703.199   769,400.421   MT  0.99999520   +1 06 19.6
 GB2524;SPC TN       -   753,617.91  2,524,274.55   sFT  0.99999520   +1 06 19.6
 GB2524;UTM  16      - 4,030,961.627   759,059.765   MT  1.00042695   +1 42 52.0
 GB2524
 GB2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2524!SPC TN       -   0.99994726  x   0.99999520  =   0.99994246
 GB2524!UTM  16      -   0.99994726  x   1.00042695  =   1.00037418
 GB2524
 GB2524                          SUPERSEDED SURVEY CONTROL
 GB2524
 GB2524  NAD 83(1995)-  36 23 20.08800(N)    084 06 42.30211(W) AD(       ) 2
 GB2524  NAD 83(1995)-  36 23 20.09425(N)    084 06 42.30286(W) AD(       ) 2
 GB2524  NAD 83(1986)-  36 23 20.09767(N)    084 06 42.29985(W) AD(       ) 2
 GB2524  NAD 27      -  36 23 19.79993(N)    084 06 42.57177(W) AD(       ) 2
 GB2524  NGVD 29 (07/19/86)  366.2    (m)         1201.     (f) VERT ANG       
 GB2524
 GB2524.Superseded values are not recommended for survey control.
 GB2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2524.See file dsdata.txt to determine how the superseded data were derived.
 GB2524
 GB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5906030962(NAD 83)
 GB2524_MARKER: DD = SURVEY DISK
 GB2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2524+STABILITY: SURFACE MOTION
 GB2524
 GB2524  HISTORY     - Date     Condition        Report By
 GB2524  HISTORY     - 1964     MONUMENTED       TNHD
 GB2524
 GB2524                          STATION DESCRIPTION
 GB2524
 GB2524'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB2524'THE AZIMUTH MARK IS 34 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2524'SIDEWALK AND ABOUT 6 FEET
 GB2524'ABOVE IT, 17.5 FEET WEST OF A SOUTHWEST CORNER OF THE
 GB2524'LAFOLLETTE COMMUNITY HOSPITAL,
 GB2524'7.6 FEET WEST OF THE FLAG POLE, 6.5
 GB2524'FEET SOUTHEAST OF A CORNER OF THE HOSPITAL AND 4
 GB2524'FEET EAST OF A
 GB2524'2-INCH CEDAR TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2524'DISK SET IN AN
 GB2524'8-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2524'IS STAMPED LAFOL AZI 1964.
 GB2524'
 GB2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2524'ROUTE 63 IN LAFOLLETTE, GO
 GB2524'0.8 MILE NORTHEAST ON STATE ROUTE 63 TO S.
 GB2524'FOURTEENTH ST.  ON THE RIGHT*, TURN
 GB2524'RIGHT, SOUTHEAST, AND GO 0.25
 GB2524'MILE TO THE INTERSECTION OF E.  ELM ST., TURN RIGHT,
 GB2524'SOUTHWEST, AND
 GB2524'GO 0.1 MILE TO THE INTERSECTION OF S.  TWELFTH ST., TURN LEFT,
 GB2524'SOUTHEAST, AND GO
 GB2524'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2530 ***********************************************************************
 GB2530  DESIGNATION -  LAFOLLETTE MUNICIPAL TANK
 GB2530  PID         -  GB2530
 GB2530  STATE/COUNTY-  TN/CAMPBELL
 GB2530  USGS QUAD   -  JACKSBORO (1991)
 GB2530
 GB2530                         *CURRENT SURVEY CONTROL
 GB2530  ___________________________________________________________________
 GB2530* NAD 83(1995)-  36 22 18.40867(N)    084 07 37.73522(W)     ADJUSTED  
 GB2530* NAVD 88     -                                                        
 GB2530  ___________________________________________________________________
 GB2530  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 GB2530  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB2530
 GB2530  HORZ ORDER  -  THIRD
 GB2530
 GB2530.The horizontal coordinates were established by classical geodetic methods
 GB2530.and adjusted by the National Geodetic Survey in April 1999..
 GB2530
 GB2530
 GB2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2530
 GB2530.The geoid height was determined by GEOID03.
 GB2530
 GB2530;                    North         East     Units Scale Factor Converg.
 GB2530;SPC TN       -   227,775.851   768,055.491   MT  0.99999235   +1 05 47.2
 GB2530;SPC TN       -   747,294.60  2,519,862.06   sFT  0.99999235   +1 05 47.2
 GB2530;UTM  16      - 4,029,019.270   757,734.813   MT  1.00041852   +1 42 16.6
 GB2530
 GB2530                          SUPERSEDED SURVEY CONTROL
 GB2530
 GB2530  NAD 83(1995)-  36 22 18.40991(N)    084 07 37.73810(W) AD(       ) 4
 GB2530  NAD 83(1995)-  36 22 18.41587(N)    084 07 37.73906(W) AD(       ) 4
 GB2530  NAD 83(1986)-  36 22 18.41902(N)    084 07 37.73563(W) AD(       ) 4
 GB2530  NAD 27      -  36 22 18.12000(N)    084 07 38.00600(W) AD(       ) 3
 GB2530
 GB2530.Superseded values are not recommended for survey control.
 GB2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2530.See file dsdata.txt to determine how the superseded data were derived.
 GB2530
 GB2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5773529019(NAD 83)
 GB2530_MARKER: 51 = TANK
 GB2530
 GB2530  HISTORY     - Date     Condition        Report By
 GB2530  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GB2530
 GB2530                          STATION DESCRIPTION
 GB2530
 GB2530'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2530'THE STATION IS LOCATED IN LAFOLLETTE.
 GB2530'
 GB2530'TO REACH THE STATION FROM THE POST OFFICE IN LAFOLLETTE, GO 0.2 MILE
 GB2530'SOUTHEAST ON S.  TENNESSEE
 GB2530'AVE.  TO THE INTERSECTION OF W.  ELM ST., TURN
 GB2530'RIGHT, SOUTHWEST, AND GO 0.6 MILE
 GB2530'TO THE STATION ON THE RIGHT AS
 GB2530'DESCRIBED.
 GB2530'
 GB2530'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 GB2530'LETTERING
 GB2530'LAFOLLETTE TENN.  ON THE SIDE OF THE TANK.  THE OVERALL HEIGHT IS
 GB2530'ABOUT 120 FEET.
 GB2530'THE POINT INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0234 ***********************************************************************
 FC0234  DESIGNATION -  LAKE
 FC0234  PID         -  FC0234
 FC0234  STATE/COUNTY-  TN/KNOX
 FC0234  USGS QUAD   -  BEARDEN (1990)
 FC0234
 FC0234                         *CURRENT SURVEY CONTROL
 FC0234  ___________________________________________________________________
 FC0234* NAD 83(1995)-  35 54 42.86969(N)    084 07 18.15172(W)     ADJUSTED  
 FC0234* NAVD 88     -       297.571  (meters)     976.28   (feet)  ADJUSTED  
 FC0234  ___________________________________________________________________
 FC0234  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FC0234  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0234  DYNAMIC HT  -         297.293 (meters)     975.37  (feet)  COMP
 FC0234  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0234
 FC0234  HORZ ORDER  -  SECOND
 FC0234  VERT ORDER  -  SECOND    CLASS 0
 FC0234
 FC0234.The horizontal coordinates were established by classical geodetic methods
 FC0234.and adjusted by the National Geodetic Survey in April 1999..
 FC0234
 FC0234.The orthometric height was determined by differential leveling
 FC0234.and adjusted by the National Geodetic Survey in June 1991..
 FC0234
 FC0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0234
 FC0234.The geoid height was determined by GEOID03.
 FC0234
 FC0234.The dynamic height is computed by dividing the NAVD 88
 FC0234.geopotential number by the normal gravity value computed on the
 FC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0234.degrees latitude (g = 980.6199 gals.).
 FC0234
 FC0234.The modeled gravity was interpolated from observed gravity values.
 FC0234
 FC0234;                    North         East     Units Scale Factor Converg.
 FC0234;SPC TN       -   176,768.223   769,522.806   MT  0.99994932   +1 05 58.7
 FC0234;SPC TN       -   579,947.08  2,524,676.07   sFT  0.99994932   +1 05 58.7
 FC0234;UTM  16      - 3,978,006.336   759,736.105   MT  1.00043137   +1 41 21.0
 FC0234
 FC0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0234!SPC TN       -   0.99995811  x   0.99994932  =   0.99990744
 FC0234!UTM  16      -   0.99995811  x   1.00043137  =   1.00038947
 FC0234
 FC0234|---------------------------------------------------------------------|
 FC0234| PID    Reference Object                     Distance      Geod. Az  |
 FC0234|                                                           dddmmss.s |
 FC0234| FC0233 LAKE RM 1                            11.905 METERS 01001     |
 FC0234| FC0229 CAMPBELL                            APPROX. 3.9 KM 2524028.9 |
 FC0234| FC0232 LAKE RM 2                            12.930 METERS 29925     |
 FC0234|---------------------------------------------------------------------|
 FC0234
 FC0234                          SUPERSEDED SURVEY CONTROL
 FC0234
 FC0234  NAD 83(1995)-  35 54 42.87625(N)    084 07 18.15043(W) AD(       ) 2
 FC0234  NAD 83(1986)-  35 54 42.88221(N)    084 07 18.14828(W) AD(       ) 2
 FC0234  NAD 27      -  35 54 42.59510(N)    084 07 18.45780(W) AD(       ) 2
 FC0234  NGVD 29 (??/??/92)  297.693  (m)          976.68   (f) ADJ UNCH    2 0
 FC0234
 FC0234.Superseded values are not recommended for survey control.
 FC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0234.See file dsdata.txt to determine how the superseded data were derived.
 FC0234
 FC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5973678006(NAD 83)
 FC0234_MARKER: DE = TRAVERSE STATION DISK
 FC0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0234_STAMPING: LAKE 1960
 FC0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0234+STABILITY: SURFACE MOTION
 FC0234
 FC0234  HISTORY     - Date     Condition        Report By
 FC0234  HISTORY     - 1960     MONUMENTED       CGS
 FC0234  HISTORY     - 1960     GOOD             CGS
 FC0234  HISTORY     - 1982     GOOD             LOCENG
 FC0234
 FC0234                          STATION DESCRIPTION
 FC0234
 FC0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0234'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF FARRAGUT, ABOUT
 FC0234'1 MILE SOUTHWEST OF CEDAR BLUFF, AND ON THE INTERSTATE HIGHWAY
 FC0234'RIGHT-OF-WAY.
 FC0234'
 FC0234'TO REACH THE STATION FROM THE JUNCTION OF THE TRUCK ROUTE AND U.S.
 FC0234'HIGHWAY 70 WHICH IS WEST OF KNOXVILLE, GO WEST, ON U.S. HIGHWAY 70
 FC0234'FOR 5.8 MILES TO MABRY ROAD ON THE RIGHT. TURN RIGHT, AND GO
 FC0234'NORTHERLY ON MABRY ROAD FOR 0.55 MILE TO AN OVERPASS AT THE
 FC0234'INTERSTATE HIGHWAY. PROCEED OVER THE OVERPASS AND THE STATION ON THE
 FC0234'LEFT.
 FC0234'
 FC0234'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED LAKE 1960, SET
 FC0234'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 192 FEET NORTHWEST OF
 FC0234'THE NORTHWEST CORNER OF AN OVERPASS, 35 FEET SOUTH OF THE
 FC0234'RIGHT-OF-WAY FENCE, AND 2.2 FEET NORTH OF A WITNESS SIGN.
 FC0234'
 FC0234'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LAKE NO. 1 1960, SET
 FC0234'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 1 FOOT SOUTH OF THE
 FC0234'RIGHT-OF-WAY FENCE.
 FC0234'
 FC0234'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LAKE NO. 2 1960, SET
 FC0234'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 1 FOOT SOUTH OF THE
 FC0234'RIGHT-OF-WAY FENCE.
 FC0234'
 FC0234'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0234'47.2 FEET.
 FC0234'
 FC0234'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FC0234'STATION CAMPBELL WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FC0234'THEREOF.
 FC0234'
 FC0234'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 FC0234
 FC0234                          STATION RECOVERY (1960)
 FC0234
 FC0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0234'8.8 MI W FROM BEARDEN.
 FC0234'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0234'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 6.95 MILES WEST
 FC0234'ON INTERSTATE HIGHWAY 40 TO AN OVER PASS OVER INTERSTATE 40.  THE
 FC0234'STATION MARK IS 192 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 FC0234'OVERPASS, 35 FT. SOUTH OF THE RIGHT-OF-WAY FENCE AND 2.2 FT.
 FC0234'NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0234'POST THAT IS FLUSH WITH THE GROUND.
 FC0234
 FC0234                          STATION RECOVERY (1982)
 FC0234
 FC0234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0234'CHANGE DESC: AFTER THE WORDS 'NORTH OF A WITNESS SIGN'. INSERT THE
 FC0234'FOLLOWING: 'THE STATION IS ALSO 186 FT. WEST OF THE CENTERLINE OF
 FC0234'MABRY-HOOD RD. AND 20 FT. NORTHWEST OF THE NORTHWEST CONCRETE EDGE OF
 FC0234'PAVEMENT OF A ENTRANCE RAMP TO I-40 WEST.' CHANGE '192 FT. NORTHWEST'
 FC0234'TO '192 FT., APPROXIMATELY N 70 DEGREE WEST. (AT WEST CITY LIMITS
 FC0234'ALONG I-40 WEST AT MABRY-HOOD ROAD)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4438 ***********************************************************************
 AJ4438  DESIGNATION -  LAKE RESET
 AJ4438  PID         -  AJ4438
 AJ4438  STATE/COUNTY-  TN/CLAIBORNE
 AJ4438  USGS QUAD   -  POWDER SPRINGS (1988)
 AJ4438
 AJ4438                         *CURRENT SURVEY CONTROL
 AJ4438  ___________________________________________________________________
 AJ4438* NAD 83(1995)-  36 22 04.08610(N)    083 42 56.18557(W)     ADJUSTED  
 AJ4438* NAVD 88     -                                                        
 AJ4438  ___________________________________________________________________
 AJ4438  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ4438  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AJ4438
 AJ4438  HORZ ORDER  -  SECOND
 AJ4438
 AJ4438.The horizontal coordinates were established by classical geodetic methods
 AJ4438.and adjusted by the National Geodetic Survey in April 1999..
 AJ4438
 AJ4438
 AJ4438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4438
 AJ4438.The geoid height was determined by GEOID03.
 AJ4438
 AJ4438;                    North         East     Units Scale Factor Converg.
 AJ4438;SPC TN       -   228,118.815   804,988.315   MT  0.99999170   +1 20 14.5
 AJ4438;SPC TN       -   748,419.81  2,641,032.50   sFT  0.99999170   +1 20 14.5
 AJ4438;UTM  17      - 4,028,169.415   256,363.019   MT  1.00033141   -1 36 39.8
 AJ4438
 AJ4438:                Primary Azimuth Mark                     Grid Az
 AJ4438:SPC TN       -  ED                                       001 45 48.5
 AJ4438:UTM  17      -  ED                                       004 42 42.8
 AJ4438
 AJ4438|---------------------------------------------------------------------|
 AJ4438| PID    Reference Object                     Distance      Geod. Az  |
 AJ4438|                                                           dddmmss.s |
 AJ4438| GA3535 ED                                  APPROX. 2.0 KM 0030603.0 |
 AJ4438| GA2515 LAKE RM 1                             8.596 METERS 01521     |
 AJ4438| GA2517 LAKE RM 2                             8.718 METERS 19852     |
 AJ4438|---------------------------------------------------------------------|
 AJ4438
 AJ4438                          SUPERSEDED SURVEY CONTROL
 AJ4438
 AJ4438  NAD 83(1995)-  36 22 04.08973(N)    083 42 56.18737(W) AD(       ) 2
 AJ4438  NAD 83(1995)-  36 22 04.08974(N)    083 42 56.18304(W) AD(       ) 2
 AJ4438  NAD 83(1995)-  36 22 04.09470(N)    083 42 56.18716(W) AD(       ) 2
 AJ4438  NAD 83(1986)-  36 22 04.09749(N)    083 42 56.18610(W) AD(       ) 2
 AJ4438
 AJ4438.Superseded values are not recommended for survey control.
 AJ4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4438.See file dsdata.txt to determine how the superseded data were derived.
 AJ4438
 AJ4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5636328169(NAD 83)
 AJ4438_MARKER: DD = SURVEY DISK
 AJ4438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4438_STAMPING: LAKE THD 1964 1980
 AJ4438_MARK LOGO: NGS   
 AJ4438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4438+STABILITY: SURFACE MOTION
 AJ4438
 AJ4438  HISTORY     - Date     Condition        Report By
 AJ4438  HISTORY     - 1980     MONUMENTED       NGS
 AJ4438
 AJ4438                          STATION DESCRIPTION
 AJ4438
 AJ4438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AJ4438'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 AJ4438'STATION MARK WAS FOUND DESTROYED BY UTILITY CONSTRUCTION.  THE
 AJ4438'REFERENCE MARKS WERE NOT FOUND AND ASSUMED DESTROYED BY THE
 AJ4438'CONSTRUCTION.  A NEW SURFACE STATION MARK AND REFERENCE MARK 3 AND 4
 AJ4438'WERE SET.  THERE IS NO AZIMUTH MARK AVAILABLE AT THIS TIME BUT WHEN
 AJ4438'THE LEAVES ARE GONE THE STATION WILL BE VISITED AND AN ATTEMPT MADE TO
 AJ4438'SET A NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 AJ4438'
 AJ4438'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTHWEST OF TAZEWELL,
 AJ4438'ABOUT 10 MILES (16.1 KM) NORTHEAST OF MAYNARDVILLE, ABOUT 0.1 MILE
 AJ4438'(0.2 KM) NORTHEAST OF THE DRIVE TO THE CLAIBORNE CO BOAT DOCK, 20 FT
 AJ4438'(6.1 M) NORTHEAST OF A POWER POLE, 17 FT (5.2 M) EAST OF THE
 AJ4438'CENTERLINE OF STATE HIGHWAY 33, 5 FT (1.5 M) WEST OF A METAL WITNESS
 AJ4438'POST, 5 FT (1.5 M) SOUTHWEST OF A 14 INCH LOCUST TREE, ABOUT 2 INCHES
 AJ4438'LOWER THAN AND 0.3 OF A FOOT EAST OF THE EAST EDGE OF PAVED SHOULDER
 AJ4438'OF THE HIGHWAY.
 AJ4438'
 AJ4438'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---LAKE THD 1964 1980--.
 AJ4438'TO REACH THE STATION FROM THE U.S POST OFFICE AT NEW TAZEWELL, GO
 AJ4438'SOUTHWEST ON STATE HIGHWAY 33 FOR 9.3 MILES (15.0 KM) TO THE STATION
 AJ4438'ON THE LEFT.
 AJ4438'
 AJ4438'REFERENCE MARK NO 3 IS A STANDARD PRE-CASE ALUMINUM MONUMENT,
 AJ4438'STAMPED--LAKE THD 1964 NO 3 1980--, PROJECTING 2 INCHES, 22 FT (6.7 M)
 AJ4438'EAST OF THE CENTERLINE OF THE HIGHWAY, 7 FT (2.1 M) NORTH OF A 10 INCH
 AJ4438'LOCUST TREE AND FOOT SOUTH OF A METAL WITNESS POST.
 AJ4438'
 AJ4438'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 AJ4438'STAMPED--LAKE THD 1964 NO 4 1980--, PROJECTING 2 INCHES, 1 FOOT (0.3
 AJ4438'M) NORTH OF THE POWER POLE, AND 22 FT (6.7 M) EAST OF THE CENTERLINE
 AJ4438'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2515 ***********************************************************************
 GA2515  DESIGNATION -  LAKE RM 1
 GA2515  PID         -  GA2515
 GA2515  STATE/COUNTY-  TN/CLAIBORNE
 GA2515  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2515
 GA2515                         *CURRENT SURVEY CONTROL
 GA2515  ___________________________________________________________________
 GA2515* NAD 83(1986)-  36 22 04.     (N)    083 42 56.     (W)     SCALED    
 GA2515* NAVD 88     -       323.062  (meters)    1059.91   (feet)  ADJUSTED  
 GA2515  ___________________________________________________________________
 GA2515  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2515  DYNAMIC HT  -         322.773 (meters)    1058.96  (feet)  COMP
 GA2515  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GA2515
 GA2515  VERT ORDER  -  SECOND    CLASS 0
 GA2515
 GA2515.The horizontal coordinates were scaled from a topographic map and have
 GA2515.an estimated accuracy of +/- 6 seconds.
 GA2515
 GA2515.The orthometric height was determined by differential leveling
 GA2515.and adjusted by the National Geodetic Survey in June 1991..
 GA2515
 GA2515.The geoid height was determined by GEOID03.
 GA2515
 GA2515.The dynamic height is computed by dividing the NAVD 88
 GA2515.geopotential number by the normal gravity value computed on the
 GA2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2515.degrees latitude (g = 980.6199 gals.).
 GA2515
 GA2515.The modeled gravity was interpolated from observed gravity values.
 GA2515
 GA2515;                    North         East    Units  Estimated Accuracy
 GA2515;SPC TN       -   228,120.      804,990.      MT  (+/- 180 meters Scaled)
 GA2515
 GA2515                          SUPERSEDED SURVEY CONTROL
 GA2515
 GA2515  NGVD 29 (??/??/92)  323.155  (m)         1060.22   (f) ADJ UNCH    2 0
 GA2515
 GA2515.Superseded values are not recommended for survey control.
 GA2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2515.See file dsdata.txt to determine how the superseded data were derived.
 GA2515
 GA2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA563281(NAD 83)
 GA2515_MARKER: DD = SURVEY DISK
 GA2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2515_STAMPING: LAKE RM-1 1963
 GA2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2515+STABILITY: SURFACE MOTION
 GA2515
 GA2515  HISTORY     - Date     Condition        Report By
 GA2515  HISTORY     - 1963     MONUMENTED       TNHD
 GA2515  HISTORY     - 1964     GOOD             TNHD
 GA2515  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2515
 GA2515                          STATION DESCRIPTION
 GA2515
 GA2515'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2515'10 MI NE FROM MAYNARDVILLE.
 GA2515'THIS MARK IS LOCATED AT THE LAKE 1963 STATION SITE, 17 FEET NORTH
 GA2515'OF A FORESTRY SIGN, 17 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2515'OF STATE ROUTE 33 AND 28 FEET NORTH OF THE STATION.  THE MARK IS
 GA2515'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2515'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2515
 GA2515                          STATION RECOVERY (1980)
 GA2515
 GA2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0233 ***********************************************************************
 FC0233  DESIGNATION -  LAKE RM 1
 FC0233  PID         -  FC0233
 FC0233  STATE/COUNTY-  TN/KNOX
 FC0233  USGS QUAD   -  BEARDEN (1990)
 FC0233
 FC0233                         *CURRENT SURVEY CONTROL
 FC0233  ___________________________________________________________________
 FC0233* NAD 83(1986)-  35 54 42.     (N)    084 07 18.     (W)     SCALED    
 FC0233* NAVD 88     -       298.161  (meters)     978.22   (feet)  ADJUSTED  
 FC0233  ___________________________________________________________________
 FC0233  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0233  DYNAMIC HT  -         297.882 (meters)     977.30  (feet)  COMP
 FC0233  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0233
 FC0233  VERT ORDER  -  SECOND    CLASS 0
 FC0233
 FC0233.The horizontal coordinates were scaled from a topographic map and have
 FC0233.an estimated accuracy of +/- 6 seconds.
 FC0233
 FC0233.The orthometric height was determined by differential leveling
 FC0233.and adjusted by the National Geodetic Survey in June 1991..
 FC0233
 FC0233.The geoid height was determined by GEOID03.
 FC0233
 FC0233.The dynamic height is computed by dividing the NAVD 88
 FC0233.geopotential number by the normal gravity value computed on the
 FC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0233.degrees latitude (g = 980.6199 gals.).
 FC0233
 FC0233.The modeled gravity was interpolated from observed gravity values.
 FC0233
 FC0233;                    North         East    Units  Estimated Accuracy
 FC0233;SPC TN       -   176,740.      769,530.      MT  (+/- 180 meters Scaled)
 FC0233
 FC0233                          SUPERSEDED SURVEY CONTROL
 FC0233
 FC0233  NGVD 29 (??/??/92)  298.282  (m)          978.61   (f) ADJ UNCH    2 0
 FC0233
 FC0233.Superseded values are not recommended for survey control.
 FC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0233.See file dsdata.txt to determine how the superseded data were derived.
 FC0233
 FC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE597779(NAD 83)
 FC0233_MARKER: DR = REFERENCE MARK DISK
 FC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0233_STAMPING: LAKE NO 1 1960
 FC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0233+STABILITY: SURFACE MOTION
 FC0233
 FC0233  HISTORY     - Date     Condition        Report By
 FC0233  HISTORY     - 1960     MONUMENTED       CGS
 FC0233  HISTORY     - 1982     GOOD             LOCENG
 FC0233
 FC0233                          STATION DESCRIPTION
 FC0233
 FC0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0233'8.8 MI W FROM BEARDEN.
 FC0233'THIS MARK IS LOCATED AT THE LAKE 1960 STATION SITE, 39 FT. NORTH
 FC0233'OF THE STATION MARK AND 1 FT. SOUTH OF THE RIGHT-OF-WAY FENCE.
 FC0233'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FC0233'THE GROUND.
 FC0233
 FC0233                          STATION RECOVERY (1982)
 FC0233
 FC0233'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0233'AT WEST CITY LIMITS ALONG I-40 WEST AT MABRYHOOD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2517 ***********************************************************************
 GA2517  DESIGNATION -  LAKE RM 2
 GA2517  PID         -  GA2517
 GA2517  STATE/COUNTY-  TN/CLAIBORNE
 GA2517  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2517
 GA2517                         *CURRENT SURVEY CONTROL
 GA2517  ___________________________________________________________________
 GA2517* NAD 83(1986)-  36 22 04.     (N)    083 42 56.     (W)     SCALED    
 GA2517* NAVD 88     -       321.930  (meters)    1056.20   (feet)  ADJUSTED  
 GA2517  ___________________________________________________________________
 GA2517  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2517  DYNAMIC HT  -         321.642 (meters)    1055.25  (feet)  COMP
 GA2517  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GA2517
 GA2517  VERT ORDER  -  SECOND    CLASS 0
 GA2517
 GA2517.The horizontal coordinates were scaled from a topographic map and have
 GA2517.an estimated accuracy of +/- 6 seconds.
 GA2517
 GA2517.The orthometric height was determined by differential leveling
 GA2517.and adjusted by the National Geodetic Survey in June 1991..
 GA2517
 GA2517.The geoid height was determined by GEOID03.
 GA2517
 GA2517.The dynamic height is computed by dividing the NAVD 88
 GA2517.geopotential number by the normal gravity value computed on the
 GA2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2517.degrees latitude (g = 980.6199 gals.).
 GA2517
 GA2517.The modeled gravity was interpolated from observed gravity values.
 GA2517
 GA2517;                    North         East    Units  Estimated Accuracy
 GA2517;SPC TN       -   228,120.      804,990.      MT  (+/- 180 meters Scaled)
 GA2517
 GA2517                          SUPERSEDED SURVEY CONTROL
 GA2517
 GA2517  NGVD 29 (??/??/92)  322.024  (m)         1056.51   (f) ADJ UNCH    2 0
 GA2517
 GA2517.Superseded values are not recommended for survey control.
 GA2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2517.See file dsdata.txt to determine how the superseded data were derived.
 GA2517
 GA2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA563281(NAD 83)
 GA2517_MARKER: DD = SURVEY DISK
 GA2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2517_STAMPING: LAKE RM-2 1963
 GA2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2517+STABILITY: SURFACE MOTION
 GA2517
 GA2517  HISTORY     - Date     Condition        Report By
 GA2517  HISTORY     - 1963     MONUMENTED       TNHD
 GA2517  HISTORY     - 1964     GOOD             TNHD
 GA2517  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2517
 GA2517                          STATION DESCRIPTION
 GA2517
 GA2517'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2517'10 MI NE FROM MAYNARDVILLE.
 GA2517'THIS MARK IS LOCATED AT THE LAKE 1963 STATION SITE, 16 FEET
 GA2517'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 29 FEET
 GA2517'SOUTH OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2517'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2517'WITH THE GROUND.
 GA2517
 GA2517                          STATION RECOVERY (1980)
 GA2517
 GA2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0232 ***********************************************************************
 FC0232  DESIGNATION -  LAKE RM 2
 FC0232  PID         -  FC0232
 FC0232  STATE/COUNTY-  TN/KNOX
 FC0232  USGS QUAD   -  BEARDEN (1990)
 FC0232
 FC0232                         *CURRENT SURVEY CONTROL
 FC0232  ___________________________________________________________________
 FC0232* NAD 83(1986)-  35 54 42.     (N)    084 07 18.     (W)     SCALED    
 FC0232* NAVD 88     -       297.652  (meters)     976.55   (feet)  ADJUSTED  
 FC0232  ___________________________________________________________________
 FC0232  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0232  DYNAMIC HT  -         297.374 (meters)     975.63  (feet)  COMP
 FC0232  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0232
 FC0232  VERT ORDER  -  SECOND    CLASS 0
 FC0232
 FC0232.The horizontal coordinates were scaled from a topographic map and have
 FC0232.an estimated accuracy of +/- 6 seconds.
 FC0232
 FC0232.The orthometric height was determined by differential leveling
 FC0232.and adjusted by the National Geodetic Survey in June 1991..
 FC0232
 FC0232.The geoid height was determined by GEOID03.
 FC0232
 FC0232.The dynamic height is computed by dividing the NAVD 88
 FC0232.geopotential number by the normal gravity value computed on the
 FC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0232.degrees latitude (g = 980.6199 gals.).
 FC0232
 FC0232.The modeled gravity was interpolated from observed gravity values.
 FC0232
 FC0232;                    North         East    Units  Estimated Accuracy
 FC0232;SPC TN       -   176,740.      769,530.      MT  (+/- 180 meters Scaled)
 FC0232
 FC0232                          SUPERSEDED SURVEY CONTROL
 FC0232
 FC0232  NGVD 29 (??/??/92)  297.773  (m)          976.94   (f) ADJ UNCH    2 0
 FC0232
 FC0232.Superseded values are not recommended for survey control.
 FC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0232.See file dsdata.txt to determine how the superseded data were derived.
 FC0232
 FC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE597779(NAD 83)
 FC0232_MARKER: DR = REFERENCE MARK DISK
 FC0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0232_STAMPING: LAKE NO 2 1960
 FC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0232+STABILITY: SURFACE MOTION
 FC0232
 FC0232  HISTORY     - Date     Condition        Report By
 FC0232  HISTORY     - 1960     MONUMENTED       CGS
 FC0232  HISTORY     - 1982     GOOD             LOCENG
 FC0232
 FC0232                          STATION DESCRIPTION
 FC0232
 FC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0232'8.8 MI W FROM BEARDEN.
 FC0232'THIS MARK IS LOCATED AT THE LAKE 1960 STATION SITE, 42.4 FT.
 FC0232'NORTHWEST OF THE STATION MARK AND 1 FT. SOUTH OF THE RIGHT-OF-WAY
 FC0232'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0232'WITH THE GROUND.
 FC0232
 FC0232                          STATION RECOVERY (1982)
 FC0232
 FC0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0232'AT WEST CITY LIMITS ALONG I-40 WEST AT MABRYHOOD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1404 ***********************************************************************
 FD1404  DESIGNATION -  LAKEVIEW
 FD1404  PID         -  FD1404
 FD1404  STATE/COUNTY-  TN/COFFEE
 FD1404  USGS QUAD   -  FREDONIA (1976)
 FD1404
 FD1404                         *CURRENT SURVEY CONTROL
 FD1404  ___________________________________________________________________
 FD1404* NAD 83(1995)-  35 30 09.25578(N)    086 05 20.42422(W)     ADJUSTED  
 FD1404* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FD1404  ___________________________________________________________________
 FD1404  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FD1404  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1404
 FD1404  HORZ ORDER  -  SECOND
 FD1404
 FD1404.The horizontal coordinates were established by classical geodetic methods
 FD1404.and adjusted by the National Geodetic Survey in April 1999..
 FD1404
 FD1404.The orthometric height was scaled from a topographic map.
 FD1404
 FD1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1404
 FD1404.The geoid height was determined by GEOID03.
 FD1404
 FD1404;                    North         East     Units Scale Factor Converg.
 FD1404;SPC TN       -   129,729.803   591,925.015   MT  0.99996504   -0 03 07.6
 FD1404;SPC TN       -   425,621.86  1,942,007.32   sFT  0.99996504   -0 03 07.6
 FD1404;UTM  16      - 3,929,160.058   582,619.314   MT  0.99968412   +0 31 44.7
 FD1404
 FD1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1404!SPC TN       -   0.99995289  x   0.99996504  =   0.99991793
 FD1404!UTM  16      -   0.99995289  x   0.99968412  =   0.99963702
 FD1404
 FD1404|---------------------------------------------------------------------|
 FD1404| PID    Reference Object                     Distance      Geod. Az  |
 FD1404|                                                           dddmmss.s |
 FD1404| FD1402 RAS 915                             245.491 METERS 09126     |
 FD1404| FD1424 MANCHESTER ABANDONED WATER TANK     APPROX. 3.2 KM 1760844.9 |
 FD1404| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 3.4 KM 1772219.3 |
 FD1404| CG6716 LAKEVIEW RM 1                        34.553 METERS 23654     |
 FD1404| CG6717 LAKEVIEW RM 2                        34.203 METERS 28927     |
 FD1404| FD0140 HAGGARD                             APPROX. 4.1 KM 2974306.4 |
 FD1404|---------------------------------------------------------------------|
 FD1404
 FD1404                          SUPERSEDED SURVEY CONTROL
 FD1404
 FD1404  NAD 83(1995)-  35 30 09.26308(N)    086 05 20.42570(W) AD(       ) 2
 FD1404  NAD 83(1986)-  35 30 09.26648(N)    086 05 20.42336(W) AD(       ) 2
 FD1404  NAD 27      -  35 30 08.99210(N)    086 05 20.46210(W) AD(       ) 2
 FD1404
 FD1404.Superseded values are not recommended for survey control.
 FD1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1404.See file dsdata.txt to determine how the superseded data were derived.
 FD1404
 FD1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8261929160(NAD 83)
 FD1404_MARKER: DE = TRAVERSE STATION DISK
 FD1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1404
 FD1404  HISTORY     - Date     Condition        Report By
 FD1404  HISTORY     - 1960     MONUMENTED       CGS
 FD1404
 FD1404                          STATION DESCRIPTION
 FD1404
 FD1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1404'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF MANCHESTER.
 FD1404'
 FD1404'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 41 AND
 FD1404'STATE HIGHWAY 53 IN
 FD1404'MANCHESTER, GO NORTH ON STATE HIGHWAY 53 FOR 1.35 MILES TO A
 FD1404'SIDE STREET ON THE LEFT,
 FD1404'CONTINUE NORTH FOR 0.05 MILE TO THE AZIMUTH
 FD1404'MARK ON THE LEFT, TURN LEFT, WEST, AND GO
 FD1404'0.15 MILE TO A T ROAD, TURN
 FD1404'RIGHT AND GO 0.05 MILE TO THE STATION.
 FD1404'
 FD1404'THE STATION IS 120 FEET NORTH OF A T ROAD, 17 FEET WEST OF THE CENTER
 FD1404'OF A GRAVELED ROAD AND
 FD1404'2.4 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 FD1404'TRAVERSE DISK SET IN A 10-INCH
 FD1404'SQUARE CONCRETE POST, FLUSH, AND
 FD1404'STAMPED LAKEVIEW 1960.
 FD1404'
 FD1404'REFERENCE MARK NO 1 IS ALONG THE WEST SIDE OF A CULTIVATED FIELD.  IT
 FD1404'IS A STANDARD DISK SET
 FD1404'IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FD1404'STAMPED LAKEVIEW NO 1 1960.
 FD1404'
 FD1404'REFERENCE MARK NO 2 IS 10 FEET WEST OF THE WEST SIDE OF A CULTIVATED
 FD1404'FIELD AND 5 FEET WEST OF A
 FD1404'10-INCH TREE.  IT IS A STANDARD DISK SET IN A
 FD1404'10-INCH SQUARE CONCRETE POST,
 FD1404'FLUSH, AND STAMPED LAKEVIEW NO 2 1960.
 FD1404'
 FD1404'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND 2 IS 99.7 FEET.
 FD1404'
 FD1404'THE AZIMUTH MARK IS A U S TVA BENCH MARK, IS 43 FEET WEST OF THE
 FD1404'CENTER OF AN OILED ROAD,
 FD1404'11 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 0.5 FOOT
 FD1404'EAST OF A WITNESS POST.  IT IS
 FD1404'A U S TVA B M DISK SET IN A 5-INCH
 FD1404'SQUARE CONCRETE POST, PROJECTING 4 INCHES, AND
 FD1404'STAMPED RAS 915 1950.
 FD1404'
 FD1404'HEIGHT OF LIGHT ABOVE STATION MARK 25.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1500 ***********************************************************************
 FE1500  DESIGNATION -  LAMAR
 FE1500  PID         -  FE1500
 FE1500  STATE/COUNTY-  TN/SHELBY
 FE1500  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1500
 FE1500                         *CURRENT SURVEY CONTROL
 FE1500  ___________________________________________________________________
 FE1500* NAD 83(1995)-  35 04 52.35397(N)    089 57 32.86443(W)     ADJUSTED  
 FE1500* NAVD 88     -        77.134  (meters)     253.06   (feet)  ADJUSTED  
 FE1500  ___________________________________________________________________
 FE1500  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FE1500  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1500  DYNAMIC HT  -          77.063 (meters)     252.83  (feet)  COMP
 FE1500  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FE1500
 FE1500  HORZ ORDER  -  SECOND
 FE1500  VERT ORDER  -  SECOND    CLASS 0
 FE1500
 FE1500.The horizontal coordinates were established by classical geodetic methods
 FE1500.and adjusted by the National Geodetic Survey in April 1999..
 FE1500
 FE1500.The orthometric height was determined by differential leveling
 FE1500.and adjusted by the National Geodetic Survey in June 1991..
 FE1500
 FE1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1500
 FE1500.The geoid height was determined by GEOID03.
 FE1500
 FE1500.The dynamic height is computed by dividing the NAVD 88
 FE1500.geopotential number by the normal gravity value computed on the
 FE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1500.degrees latitude (g = 980.6199 gals.).
 FE1500
 FE1500.The modeled gravity was interpolated from observed gravity values.
 FE1500
 FE1500;                    North         East     Units Scale Factor Converg.
 FE1500;SPC TN       -    90,280.464   239,021.976   MT  1.00003407   -2 19 04.2
 FE1500;SPC TN       -   296,195.16    784,191.27   sFT  1.00003407   -2 19 04.2
 FE1500;UTM  16      - 3,886,055.296   230,200.603   MT  1.00049721   -1 42 06.3
 FE1500;UTM  15      - 3,886,279.854   777,254.605   MT  1.00054749   +1 44 55.7
 FE1500
 FE1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1500!SPC TN       -   0.99999219  x   1.00003407  =   1.00002626
 FE1500!UTM  16      -   0.99999219  x   1.00049721  =   1.00048939
 FE1500!UTM  15      -   0.99999219  x   1.00054749  =   1.00053967
 FE1500
 FE1500:                Primary Azimuth Mark                     Grid Az
 FE1500:SPC TN       -  LAMAR AZ MK                              077 08 25.6
 FE1500:UTM  16      -  LAMAR AZ MK                              076 31 27.7
 FE1500:UTM  15      -  LAMAR AZ MK                              073 04 25.7
 FE1500
 FE1500|---------------------------------------------------------------------|
 FE1500| PID    Reference Object                     Distance      Geod. Az  |
 FE1500|                                                           dddmmss.s |
 FE1500| FE1499 LAMAR AZ MK                                        0744921.4 |
 FE1500| FE1502 LAMAR RM 1                           29.334 METERS 12644     |
 FE1500| FE1501 LAMAR RM 2                           26.121 METERS 30650     |
 FE1500|---------------------------------------------------------------------|
 FE1500
 FE1500                          SUPERSEDED SURVEY CONTROL
 FE1500
 FE1500  NAD 83(1995)-  35 04 52.35573(N)    089 57 32.86367(W) AD(       ) 2
 FE1500  NAD 83(1995)-  35 04 52.35878(N)    089 57 32.86455(W) AD(       ) 2
 FE1500  NAD 83(1986)-  35 04 52.36396(N)    089 57 32.86527(W) AD(       ) 2
 FE1500  NAD 27      -  35 04 52.03920(N)    089 57 32.54590(W) AD(       ) 2
 FE1500  NGVD 29 (??/??/??)   77.103  (m)          252.96   (f) ADJUSTED    2 0
 FE1500
 FE1500.Superseded values are not recommended for survey control.
 FE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1500.See file dsdata.txt to determine how the superseded data were derived.
 FE1500
 FE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3020186055(NAD 83)
 FE1500_MARKER: DE = TRAVERSE STATION DISK
 FE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1500_STAMPING: LAMAR 1959
 FE1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1500+STABILITY: SURFACE MOTION
 FE1500
 FE1500  HISTORY     - Date     Condition        Report By
 FE1500  HISTORY     - 1959     MONUMENTED       CGS
 FE1500  HISTORY     - 1959     GOOD             CGS
 FE1500  HISTORY     - 1962     GOOD             CGS
 FE1500
 FE1500                          STATION DESCRIPTION
 FE1500
 FE1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1500'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF THE MAIN BUSINESS
 FE1500'CENTER OF MEMPHIS AND ABOUT 0.25 MILE SOUTHWEST OF THE INTERSECTION
 FE1500'OF PRESCOTT ROAD AND LAMAR AVENUE.
 FE1500'
 FE1500'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND INTERSECTION OF LAMAR
 FE1500'AVENUE AND KIMBALL ROAD, GO SOUTHEAST ON LAMAR AVENUE FOR 1.3
 FE1500'MILES TO A TRAFFIC LIGHT AT PRESCOTT ROAD, TURN RIGHT SOUTHWEST AND
 FE1500'GO ACROSS COUNTRY ABOUT 0.25 MILE TO A DRAINAGE DITCH AND STATION AS
 FE1500'DESCRIBED.
 FE1500'
 FE1500'TO REACH THE AZIMUTH FROM THE INTERSECTION OF PRESCOTT ROAD AND LAMAR
 FE1500'AVENUE, GO NORTHEAST ON PRESCOTT ROAD FOR 0.4 MILE TO STEVE ROAD,
 FE1500'TURN RIGHT EASTERLY ON STEVE ROAD AND GO 0.05 MILE TO A DIM TRACK
 FE1500'ROAD RIGHT, TURN RIGHT OVER CURB ONTO DIM TRACK ROAD AND GO
 FE1500'SOUTHERLY FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 FE1500'
 FE1500'THE STATION IS A STANDARD TRAVERSE STATION DISK, STAMPED LAMAR 1959,
 FE1500'WHICH IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE1500'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 21 FEET
 FE1500'NORTHEAST OF THE NORTH BANK OF A DRAINAGE DITCH AND 3.4 FEET
 FE1500'SOUTHEAST OF A WITNESS SIGN.
 FE1500'
 FE1500'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED LAMAR NO 1
 FE1500'1959, WHICH IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE1500'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 20 FEET
 FE1500'NORTHEAST OF THE NORTH BANK OF A DRAINAGE DITCH AND 20 FEET EAST
 FE1500'OF A 14-INCH ELM TREE.
 FE1500'
 FE1500'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED LAMAR NO 2
 FE1500'1959, WHICH IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FE1500'MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 45
 FE1500'FEET NORTH OF A 10-INCH TREE, 25 FEET NORTHEAST OF THE NORTH BANK
 FE1500'OF A DRAINAGE DITCH AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FE1500'
 FE1500'THE AZIMUTH IS A STANDARD AZIMUTH DISK, STAMPED LAMAR 1959, WHICH IS
 FE1500'SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT PROJECTING 1 INCH
 FE1500'ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET WEST OF THE WEST BANK
 FE1500'OF A DRAINAGE DITCH, 10 FEET WEST OF THE CENTER OF A TRACK ROAD
 FE1500'AND 3.3 FEET EAST OF A WITNESS SIGN.
 FE1500'
 FE1500'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE1500
 FE1500                          STATION RECOVERY (1959)
 FE1500
 FE1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1500'IN MEMPHIS.
 FE1500'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND INTERSECTION
 FE1500'OF LAMAR AVENUE AND KIMBALL ROAD, GO SOUTHEAST ON LAMAR AVENUE
 FE1500'FOR 1.3 MILES TO A TRAFFIC LIGHT AT PRESCOTT ROAD, TURN RIGHT
 FE1500'SOUTHWEST AND GO ACROSS COUNTRY ABOUT 0.25 MILE TO A DRAINAGE
 FE1500'DITCH AND STATION AS DESCRIBED, 21 FT. NORTHEAST OF THE NORTH
 FE1500'BANK OF A DRAINAGE DITCH, 3.4 FT. SOUTHEAST OF A WITNESS SIGN,
 FE1500'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS
 FE1500'STATION IS ABOUT 0.5 MILE WEST OF LAMAR AZIMUTH.
 FE1500
 FE1500                          STATION RECOVERY (1962)
 FE1500
 FE1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE1500'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED, IN GOOD CONDITION,
 FE1500'AS DESCRIBED.
 FE1500'
 FE1500'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 FE1500'
 FE1500'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1499 ***********************************************************************
 FE1499  DESIGNATION -  LAMAR AZ MK
 FE1499  PID         -  FE1499
 FE1499  STATE/COUNTY-  TN/SHELBY
 FE1499  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1499
 FE1499                         *CURRENT SURVEY CONTROL
 FE1499  ___________________________________________________________________
 FE1499* NAD 83(1986)-  35 04 57.     (N)    089 56 56.     (W)     SCALED    
 FE1499* NAVD 88     -        75.898  (meters)     249.01   (feet)  ADJUSTED  
 FE1499  ___________________________________________________________________
 FE1499  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1499  DYNAMIC HT  -          75.828 (meters)     248.78  (feet)  COMP
 FE1499  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FE1499
 FE1499  VERT ORDER  -  SECOND    CLASS 0
 FE1499
 FE1499.The horizontal coordinates were scaled from a topographic map and have
 FE1499.an estimated accuracy of +/- 6 seconds.
 FE1499
 FE1499.The orthometric height was determined by differential leveling
 FE1499.and adjusted by the National Geodetic Survey in June 1991..
 FE1499
 FE1499.The geoid height was determined by GEOID03.
 FE1499
 FE1499.The dynamic height is computed by dividing the NAVD 88
 FE1499.geopotential number by the normal gravity value computed on the
 FE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1499.degrees latitude (g = 980.6199 gals.).
 FE1499
 FE1499.The modeled gravity was interpolated from observed gravity values.
 FE1499
 FE1499;                    North         East    Units  Estimated Accuracy
 FE1499;SPC TN       -    90,390.      239,960.      MT  (+/- 180 meters Scaled)
 FE1499
 FE1499                          SUPERSEDED SURVEY CONTROL
 FE1499
 FE1499  NGVD 29 (??/??/??)   75.867  (m)          248.91   (f) ADJUSTED    2 0
 FE1499
 FE1499.Superseded values are not recommended for survey control.
 FE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1499.See file dsdata.txt to determine how the superseded data were derived.
 FE1499
 FE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD311861(NAD 83)
 FE1499_MARKER: DZ = AZIMUTH MARK DISK
 FE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1499_STAMPING: LAMAR 1959
 FE1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1499+STABILITY: SURFACE MOTION
 FE1499
 FE1499  HISTORY     - Date     Condition        Report By
 FE1499  HISTORY     - 1959     MONUMENTED       CGS
 FE1499  HISTORY     - 1959     GOOD             CGS
 FE1499
 FE1499                          STATION DESCRIPTION
 FE1499
 FE1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1499'IN MEMPHIS.
 FE1499'TO REACH THE AZIMUTH FROM THE INTERSECTION OF PRESCOTT ROAD AND
 FE1499'LAMAR AVENUE, GO NORTHEAST ON PRESCOTT ROAD FOR 0.4 MILE TO STEVE
 FE1499'ROAD, TURN RIGHT EASTERLY ON STEVE ROAD AND GO 0.05 MILE TO A
 FE1499'DIM TRACK ROAD RIGHT, TURN RIGHT OVER A CURB ONTO DIM TRACK ROAD
 FE1499'AND GO SOUTHERLY FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT.  THE
 FE1499'MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 FE1499'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET WEST OF
 FE1499'THE WEST BANK OF A DRAINAGE DITCH, 10 FEET WEST OF THE CENTER
 FE1499'OF A TRACK ROAD AND 3.3 FEET EAST OF A WITNESS SIGN.  IT IS ABOUT
 FE1499'1 MILE WEST OF STATION GETWELL 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1502 ***********************************************************************
 FE1502  DESIGNATION -  LAMAR RM 1
 FE1502  PID         -  FE1502
 FE1502  STATE/COUNTY-  TN/SHELBY
 FE1502  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1502
 FE1502                         *CURRENT SURVEY CONTROL
 FE1502  ___________________________________________________________________
 FE1502* NAD 83(1986)-  35 04 52.     (N)    089 57 35.     (W)     SCALED    
 FE1502* NAVD 88     -        77.286  (meters)     253.56   (feet)  ADJUSTED  
 FE1502  ___________________________________________________________________
 FE1502  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1502  DYNAMIC HT  -          77.214 (meters)     253.33  (feet)  COMP
 FE1502  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FE1502
 FE1502  VERT ORDER  -  SECOND    CLASS 0
 FE1502
 FE1502.The horizontal coordinates were scaled from a topographic map and have
 FE1502.an estimated accuracy of +/- 6 seconds.
 FE1502
 FE1502.The orthometric height was determined by differential leveling
 FE1502.and adjusted by the National Geodetic Survey in June 1991..
 FE1502
 FE1502.The geoid height was determined by GEOID03.
 FE1502
 FE1502.The dynamic height is computed by dividing the NAVD 88
 FE1502.geopotential number by the normal gravity value computed on the
 FE1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1502.degrees latitude (g = 980.6199 gals.).
 FE1502
 FE1502.The modeled gravity was interpolated from observed gravity values.
 FE1502
 FE1502;                    North         East    Units  Estimated Accuracy
 FE1502;SPC TN       -    90,270.      238,970.      MT  (+/- 180 meters Scaled)
 FE1502
 FE1502                          SUPERSEDED SURVEY CONTROL
 FE1502
 FE1502  NGVD 29 (??/??/??)   77.254  (m)          253.46   (f) ADJUSTED    2 0
 FE1502
 FE1502.Superseded values are not recommended for survey control.
 FE1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1502.See file dsdata.txt to determine how the superseded data were derived.
 FE1502
 FE1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD301860(NAD 83)
 FE1502_MARKER: DR = REFERENCE MARK DISK
 FE1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1502_STAMPING: LAMAR NO 1 1959
 FE1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1502+STABILITY: SURFACE MOTION
 FE1502
 FE1502  HISTORY     - Date     Condition        Report By
 FE1502  HISTORY     - 1959     MONUMENTED       CGS
 FE1502  HISTORY     - 1959     GOOD             CGS
 FE1502
 FE1502                          STATION DESCRIPTION
 FE1502
 FE1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1502'IN MEMPHIS.
 FE1502'THE MARK IS LOCATED AT THE STATION SITE, 96.2 FT. SOUTHEAST OF
 FE1502'THE STATION MARK, 20 FT. NORTHEAST OF THE NORTH BANK OF A
 FE1502'DRAINAGE DITCH AND 20 FEET EAST OF A 14-INCH ELM TREE.  IT IS
 FE1502'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH
 FE1502'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1501 ***********************************************************************
 FE1501  DESIGNATION -  LAMAR RM 2
 FE1501  PID         -  FE1501
 FE1501  STATE/COUNTY-  TN/SHELBY
 FE1501  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1501
 FE1501                         *CURRENT SURVEY CONTROL
 FE1501  ___________________________________________________________________
 FE1501* NAD 83(1986)-  35 04 53.     (N)    089 57 34.     (W)     SCALED    
 FE1501* NAVD 88     -        76.698  (meters)     251.63   (feet)  ADJUSTED  
 FE1501  ___________________________________________________________________
 FE1501  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1501  DYNAMIC HT  -          76.627 (meters)     251.40  (feet)  COMP
 FE1501  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FE1501
 FE1501  VERT ORDER  -  SECOND    CLASS 0
 FE1501
 FE1501.The horizontal coordinates were scaled from a topographic map and have
 FE1501.an estimated accuracy of +/- 6 seconds.
 FE1501
 FE1501.The orthometric height was determined by differential leveling
 FE1501.and adjusted by the National Geodetic Survey in June 1991..
 FE1501
 FE1501.The geoid height was determined by GEOID03.
 FE1501
 FE1501.The dynamic height is computed by dividing the NAVD 88
 FE1501.geopotential number by the normal gravity value computed on the
 FE1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1501.degrees latitude (g = 980.6199 gals.).
 FE1501
 FE1501.The modeled gravity was interpolated from observed gravity values.
 FE1501
 FE1501;                    North         East    Units  Estimated Accuracy
 FE1501;SPC TN       -    90,300.      238,990.      MT  (+/- 180 meters Scaled)
 FE1501
 FE1501                          SUPERSEDED SURVEY CONTROL
 FE1501
 FE1501  NGVD 29 (??/??/??)   76.667  (m)          251.53   (f) ADJUSTED    2 0
 FE1501
 FE1501.Superseded values are not recommended for survey control.
 FE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1501.See file dsdata.txt to determine how the superseded data were derived.
 FE1501
 FE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD301860(NAD 83)
 FE1501_MARKER: DR = REFERENCE MARK DISK
 FE1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1501_STAMPING: LAMAR NO 2 1959
 FE1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1501+STABILITY: SURFACE MOTION
 FE1501
 FE1501  HISTORY     - Date     Condition        Report By
 FE1501  HISTORY     - 1959     MONUMENTED       CGS
 FE1501  HISTORY     - 1959     GOOD             CGS
 FE1501
 FE1501                          STATION DESCRIPTION
 FE1501
 FE1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1501'IN MEMPHIS.
 FE1501'THIS MARK IS LOCATED AT THE STATION, 85.7 FT. WEST-NORTHWEST OF
 FE1501'THE STATION MARK, 45 FT. NORTH OF A 10-INCH TREE, 25 FT.
 FE1501'NORTHEAST OF THE NORTH BANK OF A DRAINAGE DITCH, A DISK SET IN
 FE1501'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 FE1501'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2513 ***********************************************************************
 FE2513  DESIGNATION -  LAMBERT
 FE2513  PID         -  FE2513
 FE2513  STATE/COUNTY-  TN/FAYETTE
 FE2513  USGS QUAD   -  LAMBERT (1983)
 FE2513
 FE2513                         *CURRENT SURVEY CONTROL
 FE2513  ___________________________________________________________________
 FE2513* NAD 83(1995)-  35 18 54.57828(N)    089 25 53.59081(W)     ADJUSTED  
 FE2513* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2513  ___________________________________________________________________
 FE2513  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FE2513  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2513
 FE2513  HORZ ORDER  -  THIRD
 FE2513
 FE2513.The horizontal coordinates were established by classical geodetic methods
 FE2513.and adjusted by the National Geodetic Survey in April 1999..
 FE2513
 FE2513.The orthometric height was scaled from a topographic map.
 FE2513
 FE2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2513
 FE2513.The geoid height was determined by GEOID03.
 FE2513
 FE2513;                    North         East     Units Scale Factor Converg.
 FE2513;SPC TN       -   114,403.976   288,012.983   MT  0.99998914   -2 00 32.3
 FE2513;SPC TN       -   375,340.38    944,922.60   sFT  0.99998914   -2 00 32.3
 FE2513;UTM  16      - 3,910,706.534   278,948.681   MT  1.00020222   -1 24 22.3
 FE2513
 FE2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2513!SPC TN       -   0.99998564  x   0.99998914  =   0.99997478
 FE2513!UTM  16      -   0.99998564  x   1.00020222  =   1.00018786
 FE2513
 FE2513|---------------------------------------------------------------------|
 FE2513| PID    Reference Object                     Distance      Geod. Az  |
 FE2513|                                                           dddmmss.s |
 FE2513| CG3666 LAMBERT RM 1                          8.910 METERS 11321     |
 FE2513| CG3665 LAMBERT AZ MK                                      1180115.0 |
 FE2513| CG3667 LAMBERT RM 2                          7.760 METERS 29648     |
 FE2513|---------------------------------------------------------------------|
 FE2513
 FE2513                          SUPERSEDED SURVEY CONTROL
 FE2513
 FE2513  NAD 83(1995)-  35 18 54.58362(N)    089 25 53.59058(W) AD(       ) 3
 FE2513  NAD 83(1995)-  35 18 54.58382(N)    089 25 53.59088(W) AD(       ) 3
 FE2513  NAD 83(1986)-  35 18 54.59014(N)    089 25 53.59126(W) AD(       ) 3
 FE2513  NAD 27      -  35 18 54.28490(N)    089 25 53.32840(W) AD(       ) 3
 FE2513
 FE2513.Superseded values are not recommended for survey control.
 FE2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2513.See file dsdata.txt to determine how the superseded data were derived.
 FE2513
 FE2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7894910707(NAD 83)
 FE2513_MARKER: DS = TRIANGULATION STATION DISK
 FE2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2513
 FE2513  HISTORY     - Date     Condition        Report By
 FE2513  HISTORY     - 1958     MONUMENTED       CGS
 FE2513
 FE2513                          STATION DESCRIPTION
 FE2513
 FE2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2513'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF SOMERVILLE AND
 FE2513'ABOUT 3 MILES EAST OF LAMBERT ALONG STATE HIGHWAY 59.  IT IS
 FE2513'LOCATED ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 45 FEET NORTH OF
 FE2513'CENTERLINE OF HIGHWAY 59, 40 FEET EAST OF CENTERLINE OF A DIRT
 FE2513'DRIVEWAY, 4 FEET SOUTHEAST OF A WHITE WITNESS POST, AND 2 FEET SOUTH
 FE2513'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LAMBERT
 FE2513'1958.
 FE2513'
 FE2513'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2513'BRADEN, GO SOUTHEAST ON STATE HIGHWAY 59 FOR 5.8 MILES TO A
 FE2513'PAVED SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 59 FOR 3.15
 FE2513'MILES TO THE STATION AS DESCRIBED.
 FE2513'
 FE2513'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON STATE
 FE2513'HIGHWAY 59 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 FE2513'
 FE2513'REFERENCE MARK 1 IS 46 FEET NORTH OF THE CENTERLINE OF HIGHWAY 59, 33
 FE2513'FEET EAST OF THE WHITE WITNESS POST, 13 FEET SOUTHWEST OF A
 FE2513'POWER LINE POLE AND 2 FEET SOUTH OF A FENCE.  THE MONUMENT IS FLUSH
 FE2513'AND THE DISK IS STAMPED LAMBERT NO 1 1958.
 FE2513'
 FE2513'REFERENCE MARK 2 IS 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY 59, 22
 FE2513'FEET WEST OF THE WHITE WITNESS POST, 14 FEET EAST OF THE CENTERLINE
 FE2513'OF THE DIRT DRIVEWAY AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS
 FE2513'FLUSH AND THE DISK IS STAMPED LAMBERT NO 2 1958.
 FE2513'
 FE2513'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 59, 2
 FE2513'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 FE2513'MONUMENT IS FLUSH AND THE DISK IS STAMPED LAMBERT 1958.
 FE2513'
 FE2513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2393 ***********************************************************************
 GC2393  DESIGNATION -  LAMBERTH RESET
 GC2393  PID         -  GC2393
 GC2393  STATE/COUNTY-  TN/SUMNER
 GC2393  USGS QUAD   -  PORTLAND (1981)
 GC2393
 GC2393                         *CURRENT SURVEY CONTROL
 GC2393  ___________________________________________________________________
 GC2393* NAD 83(1995)-  36 30 39.55617(N)    086 34 45.03434(W)     ADJUSTED  
 GC2393* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 GC2393  ___________________________________________________________________
 GC2393  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 GC2393  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2393
 GC2393  HORZ ORDER  -  FIRST
 GC2393
 GC2393.The horizontal coordinates were established by classical geodetic methods
 GC2393.and adjusted by the National Geodetic Survey in April 1999..
 GC2393
 GC2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2393
 GC2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2393
 GC2393.The geoid height was determined by GEOID03.
 GC2393
 GC2393;                    North         East     Units Scale Factor Converg.
 GC2393;SPC TN       -   241,768.878   548,117.663   MT  1.00001809   -0 20 20.7
 GC2393;SPC TN       -   793,203.39  1,798,282.70   sFT  1.00001809   -0 20 20.7
 GC2393;UTM  16      - 4,040,709.231   537,681.760   MT  0.99961749   +0 15 01.4
 GC2393
 GC2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2393!SPC TN       -   0.99996064  x   1.00001809  =   0.99997873
 GC2393!UTM  16      -   0.99996064  x   0.99961749  =   0.99957815
 GC2393
 GC2393:                Primary Azimuth Mark                     Grid Az
 GC2393:SPC TN       -  PORTLAND MUNICIPAL TANK                  037 09 23.5
 GC2393:UTM  16      -  PORTLAND MUNICIPAL TANK                  036 34 01.4
 GC2393
 GC2393|---------------------------------------------------------------------|
 GC2393| PID    Reference Object                     Distance      Geod. Az  |
 GC2393|                                                           dddmmss.s |
 GC2393| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.6 KM 0364902.8 |
 GC2393| CG6721 LAMBERTH RM 3                        52.575 METERS 04016     |
 GC2393| GC2399 LAMBERTH RM A                        27.987 METERS 16016     |
 GC2393| CG6719 LAMBERTH RM 1                         3.550 METERS 17945     |
 GC2393| CG6718 LAMBERTH AZ MK                                     1820833.0 |
 GC2393| AE6999 LAMBERTH AZ MK RESET                               1820828.6 |
 GC2393| CG6720 LAMBERTH RM 2                                      31157     |
 GC2393| CG6722 LAMBERTH RM 4                        51.322 METERS 34121     |
 GC2393|---------------------------------------------------------------------|
 GC2393
 GC2393                          SUPERSEDED SURVEY CONTROL
 GC2393
 GC2393  NAD 83(1995)-  36 30 39.55660(N)    086 34 45.03500(W) AD(       ) 1
 GC2393  NAD 83(1995)-  36 30 39.56322(N)    086 34 45.03791(W) AD(       ) 1
 GC2393  NAD 83(1986)-  36 30 39.56547(N)    086 34 45.03796(W) AD(       ) 1
 GC2393  NAD 27      -  36 30 39.41200(N)    086 34 45.05900(W) AD(       ) 1
 GC2393  NGVD 29 (07/19/86)  280.5    (m)          920.     (f) VERT ANG       
 GC2393
 GC2393.Superseded values are not recommended for survey control.
 GC2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2393.See file dsdata.txt to determine how the superseded data were derived.
 GC2393
 GC2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3768240709(NAD 83)
 GC2393_MARKER: DS = TRIANGULATION STATION DISK
 GC2393_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2393_SP_SET: SET INTO MASS OF CONCRETE
 GC2393_STAMPING: LAMBERTH 1930-1951
 GC2393_MARK LOGO: CGS   
 GC2393_PROJECTION: RECESSED 30 CENTIMETERS
 GC2393
 GC2393  HISTORY     - Date     Condition        Report By
 GC2393  HISTORY     - 1951     MONUMENTED       CGS
 GC2393  HISTORY     - 1956     GOOD             CGS
 GC2393  HISTORY     - 1970     GOOD             NGS
 GC2393
 GC2393                          STATION DESCRIPTION
 GC2393
 GC2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2393'STATION WAS RECOVERED AS DESCRIBED.  BY THE REQUEST OF THE PROPERTY
 GC2393'OWNER THE SURFACE STATION MARK WAS LOWERED.  AFTER CHECKING,
 GC2393'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED BY THIS
 GC2393'PARTY.  TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 GC2393'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2393'
 GC2393'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND AND ABOUT 5
 GC2393'MILES NORTHEAST OF WHITE HOUSE.  IT IS 136 FEET SOUTH OF AN
 GC2393'EAST-WEST FENCELINE AND 25 FEET SOUTH OF AN 18 INCH OAK TREE.  THE
 GC2393'MARK IS UNDERGROUND ABOUT 1 FOOT AND THE DISK IS STAMPED LAMBERTH
 GC2393'1930 1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 3 IS 172.58 FEET NORTHEAST OF THE STATION.  IT IS
 GC2393'6 FEET NORTH OF THE CENTER OF A DIRT ROAD AND IN AN EAST-WEST
 GC2393'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAMBERTH NO. 3
 GC2393'1930 1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 4 IS 168.35 FEET NORTHWEST OF THE STATION.  IT IS
 GC2393'52 FEET WEST OF A FENCE CORNER AND IN AN EAST-WEST FENCELINE.  THE
 GC2393'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LAMBERTH NO. 4 1930
 GC2393'1951.
 GC2393'
 GC2393'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 59.2 FEET
 GC2393'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 10 FEET NORTH
 GC2393'OF THE CENTER OF GRAVEL ROAD, 2.6 FEET WEST OF A POWERLINE POLE AND
 GC2393'1.6 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GC2393'DISK IS STAMPED LAMBERTH 1930 1951.
 GC2393'
 GC2393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2393'HIGHWAY 25 WHICH IS ABOUT 4 MILES NORTH OF WHITE HOUSE, GO
 GC2393'SOUTHEAST ON STATE HIGHWAY 25 FOR 3.35 MILES TO A GRAVEL CROSSROAD,
 GC2393'TURN LEFT ON GRAVEL ROAD AND GO 0.15 MILE TO WHERE ROAD FORKS, KEEP
 GC2393'RIGHT AND GO 1.15 MILE TO A CROSSROAD *, CONTINUE STRAIGHT AHEAD FOR
 GC2393'0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO A
 GC2393'HOUSE ON THE LEFT, TURN LEFT AND GO SOUTH THROUGH OPEN FIELD FOR
 GC2393'ABOUT 0.15 MILE TO THE STATION AS DESCRIBED.
 GC2393'
 GC2393'TO REACH THE AZIMUTH MARK FROM THIS POINT *, GO WEST ON GRAVEL ROAD
 GC2393'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2393'
 GC2393'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS.
 GC2393
 GC2393                          STATION RECOVERY (1956)
 GC2393
 GC2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GC2393'STATION WAS FOUND AS DESCRIBED BY L.W. SWANSON IN 1951, WITH
 GC2393'FOLLOWING ADDITIONS.
 GC2393'
 GC2393'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND AND ABOUT 5
 GC2393'MILES NORTHEAST OF WHITE HOUSE, ON PROPERTY OWNED BY A.H. COLE,
 GC2393'IN CULTIVATED FIELD, 136 FEET SOUTH OF AN EAST-WEST FENCE LINE, 69.5
 GC2393'FEET WEST OF EAST FENCE OF A LANE, 61.2 FEET WEST OF CENTER OF
 GC2393'LANE 53.0 FEET WEST OF WEST LANE FENCE, 27.1 FEET SOUTH OF A 20-INCH
 GC2393'OAK TREE.  THE MARK IS 12 INCHES BELOW GROUND AND DISK IS STAMPED
 GC2393'LAMBERTH 1930-1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 3 IS 172.58 FEET NORTHEAST OF THE STATION.  IT IS
 GC2393'6 FEET NORTH OF A DIRT LANE, 20 FEET EAST OF CENTER OF DIRT
 GC2393'LANE WHERE IT TURNS SOUTH.  THE MARK PROJECTS 3 INCHES AND THE DISK
 GC2393'IS STAMPED LAMBERTH NO. 3 1930 1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 4 IS 168.35 FEET NORTHWEST OF THE STATION, 52 FEET
 GC2393'WEST OF A FENCE CORNER, IN AN EAST-WEST FENCE LINE, ABOUT 90
 GC2393'FEET WEST OF A RIGHT ANGLE TURN IN A LANE. THE MARK IS FLUSH WITH THE
 GC2393'GROUND AND THE DISK IS STAMPED
 GC2393'LAMBERTH 1930 1951 NO. 4.
 GC2393'
 GC2393'DUE TO ROAD CONSTRUCTION THE 1951 AZIMUTH MARK HAD TO BE MOVED.
 GC2393'
 GC2393'AZIMUTH MARK LAMBERTH RESET 1956 IS ABOUT 0.2 MILE SOUTH OF THE
 GC2393'STATION.  IT IS IN A CULTIVATED FIELD OWNED BY MR. D.W.  LINK, 31.81
 GC2393'FEET EAST NORTHEAST OF THE SOUTHEAST CORNER STONE OF THE HOUSE, (NOT
 GC2393'THE PORCH), 47.65 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GC2393'CONCRETE SLAB OF THE WELL HOUSE AT REAR OF HOUSE, 10.05 FEET EAST OF
 GC2393'THE EAST YARD FENCE.  THE MARK IS 12 INCHES BELOW THE GROUND AND
 GC2393'THE DISK IS STAMPED LAMBERTH 1930 RESET 1956.
 GC2393'
 GC2393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2393'HIGHWAY 25 WHICH IS ABOUT 4.0 MILES NORTH OF WHITE HOUSE, GO
 GC2393'SOUTHEAST ALONG STATE HIGHWAY 25 FOR 3.35 MILES TO A BLACK TOP CROSS
 GC2393'ROAD, TURN LEFT (NE) ON CROSSROAD AND GO 1.3 MILES TO A GRAVEL
 GC2393'CROSSROAD,* CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO FIRST HOUSE ON
 GC2393'LEFT (W) OF ROAD AFTER PASSING THE OAKMONT SCHOOL, TURN LEFT
 GC2393'INTO FARM OF MR. COLE AND FOLLOW LANE WEST AND SOUTH TO STATION ABOUT
 GC2393'0.25 MILE.
 GC2393'
 GC2393'*FROM THIS POINT TURN LEFT (W) ON GRAVEL ROAD AND GO 0.2 MILE TO HOME
 GC2393'OF MR. LINK AND AZIMUTH MARK NORTH OF ROAD ABOUT 65.69 FEET.
 GC2393
 GC2393                          STATION RECOVERY (1970)
 GC2393
 GC2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2393'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 GC2393'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1956, IN GOOD CONDITION.
 GC2393'THE DIRECTION BETWEEN BOTH REFERENCE MARKS COMPARED FAVORABLY TO
 GC2393'THAT OF 1956.  A DIFFERENCE OF 0.03 FOOT WAS NOTED AND VERIFIED IN
 GC2393'THE DISTANCE TO REFERENCE MARK 4 AND A DIFFERENCE OF 0.09 FOOT
 GC2393'WAS NOTED AND VERIFIED IN THE DISTANCE TO REFERENCE MARK 3.
 GC2393'
 GC2393'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 GC2393'
 GC2393'THE DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED DUE
 GC2393'TO A HEDGE ROW.
 GC2393'
 GC2393'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 GC2393'
 GC2393'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND, 5 MILES
 GC2393'NORTHEAST OF WHITE HOUSE, IN A CULTIVATED FIELD AND ON PROPERTY
 GC2393'OWNED BY MRS. COLE, R. R. 2, COTTON TOWN, TENNESSEE.
 GC2393'
 GC2393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 109 AND 52
 GC2393'IN PORTLAND GO SOUTH ON HIGHWAY 109 FOR 0.15 MILE TO A SIDE ROAD ON
 GC2393'THE RIGHT.  TURN RIGHT AND GO SOUTH AND WEST ON JACKSON ROAD FOR
 GC2393'3.2 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON PAVED ROAD
 GC2393'FOR 2.5 MILES TO A CROSSROAD.  CONTINUE WESTERLY ON PAVED ROAD FOR
 GC2393'0.8 E TO A SIDE ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 GC2393'CONTINUE AHEAD ON PAVED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN
 GC2393'RIGHT AND GO WEST ON PAVED ROAD FOR 0.2 MILE TO A HOUSE AND THE
 GC2393'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON A GRAVELED
 GC2393'LANE ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AT A SHARP
 GC2393'CURVE TO THE RIGHT.  TURN LEFT ON THE DRIVEWAY PASSING THROUGH A
 GC2393'BARN YARD TO A TRACK ROAD ALONG THE EAST EDGE OF A CULTIVATED
 GC2393'FIELD.  GO SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A LONE OAK
 GC2393'TREE AND THE STATION AS DESCRIBED.
 GC2393'
 GC2393'THE STATION MARK IS A STANDARD DISK STAMPED LAMBERTH 1930 1951, SET
 GC2393'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 12 INCHES BELOW
 GC2393'THE GROUND SURFACE.  IT IS 105 FEET NORTH-NORTHWEST OF A METAL
 GC2393'WITNESS POST WITH SIGN ATTACHED, 68 FEET WEST OF A NORTH-SOUTH
 GC2393'FENCE LINE AND 28 FEET SOUTH OF A 24-INCH OAK TREE.
 GC2393'
 GC2393'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAMBERTH NO 3 1930 1951,
 GC2393'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GC2393'14 INCHES ABOVE THE GROUND SURFACE ALONG ITS SOUTH EDGE.  IT IS
 GC2393'20 FEET EAST OF A WIRE GATE, 3 FEET WEST OF A METAL WITNESS POST
 GC2393'WITH SIGN ATTACHED AND 0.5 FOOT SOUTH OF AN EAST-WEST FENCE.
 GC2393'
 GC2393'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LAMBERTH NO 4 1930 1951,
 GC2393'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GC2393'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 142.5 FEET NORTHWEST OF
 GC2393'THE 24-INCH OAK TREE, 70 FEET WEST OF THE CENTER OF THE TRACK ROAD
 GC2393'AND 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 GC2393'
 GC2393'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMBERTH 1930 RESET
 GC2393'1956, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 12
 GC2393'INCHES BELOW THE GROUND.  IT IS NORTH OF A POWER POLE 53 FEET, 47.6
 GC2393'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SLAB OVER A
 GC2393'WELL, 31 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 GC2393'AND 10 FEET EAST OF A NORTH-SOUTH FENCE.
 GC2393'
 GC2393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 GC2393'OF WHITEHOUSE.
 GC2393'
 GC2393'HEIGHT OF LIGHT ABOVE STATION MARK 101.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2399 ***********************************************************************
 GC2399  DESIGNATION -  LAMBERTH RM A
 GC2399  PID         -  GC2399
 GC2399  STATE/COUNTY-  TN/SUMNER
 GC2399  USGS QUAD   -  PORTLAND (1981)
 GC2399
 GC2399                         *CURRENT SURVEY CONTROL
 GC2399  ___________________________________________________________________
 GC2399* NAD 83(1995)-  36 30 38.70156(N)    086 34 44.65451(W)     ADJUSTED  
 GC2399* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 GC2399  ___________________________________________________________________
 GC2399  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 GC2399  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2399
 GC2399  HORZ ORDER  -  FIRST
 GC2399
 GC2399.The horizontal coordinates were established by classical geodetic methods
 GC2399.and adjusted by the National Geodetic Survey in April 1999..
 GC2399
 GC2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2399
 GC2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2399
 GC2399.The geoid height was determined by GEOID03.
 GC2399
 GC2399;                    North         East     Units Scale Factor Converg.
 GC2399;SPC TN       -   241,742.479   548,126.958   MT  1.00001804   -0 20 20.4
 GC2399;SPC TN       -   793,116.78  1,798,313.19   sFT  1.00001804   -0 20 20.4
 GC2399;UTM  16      - 4,040,682.940   537,691.323   MT  0.99961750   +0 15 01.6
 GC2399
 GC2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2399!SPC TN       -   0.99996060  x   1.00001804  =   0.99997863
 GC2399!UTM  16      -   0.99996060  x   0.99961750  =   0.99957811
 GC2399
 GC2399:                Primary Azimuth Mark                     Grid Az
 GC2399:SPC TN       -  PERRY RM 3                               034 39 39.1
 GC2399:UTM  16      -  PERRY RM 3                               034 04 17.1
 GC2399
 GC2399|---------------------------------------------------------------------|
 GC2399| PID    Reference Object                     Distance      Geod. Az  |
 GC2399|                                                           dddmmss.s |
 GC2399| GC2104 PERRY RM 3                          APPROX.18.9 KM 0341918.7 |
 GC2399| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.6 KM 0364040.2 |
 GC2399| GC2393 LAMBERTH RESET                       27.987 METERS 34016     |
 GC2399|---------------------------------------------------------------------|
 GC2399
 GC2399                          SUPERSEDED SURVEY CONTROL
 GC2399
 GC2399  NAD 83(1995)-  36 30 38.70199(N)    086 34 44.65517(W) AD(       ) 1
 GC2399  NAD 83(1995)-  36 30 38.70861(N)    086 34 44.65808(W) AD(       ) 1
 GC2399  NAD 83(1986)-  36 30 38.71068(N)    086 34 44.65805(W) AD(       ) 1
 GC2399  NAD 27      -  36 30 38.55736(N)    086 34 44.67918(W) AD(       ) 1
 GC2399  NGVD 29 (07/19/86)  280.8    (m)          921.     (f) VERT ANG       
 GC2399
 GC2399.Superseded values are not recommended for survey control.
 GC2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2399.See file dsdata.txt to determine how the superseded data were derived.
 GC2399
 GC2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3769140683(NAD 83)
 GC2399_MARKER: DS = TRIANGULATION STATION DISK
 GC2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2399_STAMPING: LAMBERTH RM A 1970
 GC2399_MARK LOGO: CGS   
 GC2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2399+STABILITY: SURFACE MOTION
 GC2399
 GC2399  HISTORY     - Date     Condition        Report By
 GC2399  HISTORY     - 1970     MONUMENTED       CGS
 GC2399
 GC2399                          STATION DESCRIPTION
 GC2399
 GC2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 GC2399'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND, 5
 GC2399'MILES NORTHEAST OF WHITE HOUSE, IN A CULTIVATED FIELD AND ON
 GC2399'PROPERTY OWNED BY MRS COLE, R.R. 2, COTTONTOWN, TENNESSEE.
 GC2399'
 GC2399'THE STATION MARK IS A STANDARD DISK, STAMPED LAMBERTH RM A 1970,
 GC2399'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 GC2399'12-INCHES BELOW THE GROUND SURFACE.  IT IS 118 FEET SOUTH OF A
 GC2399'24-INCH OAK TREE AND 25.2 FEET WEST OF A METAL WITNESS POST WITH
 GC2399'SIGN ATTACHED IN A WIRE FENCE LINE.
 GC2399'
 GC2399'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2323 ***********************************************************************
 GA2323  DESIGNATION -  LAME
 GA2323  PID         -  GA2323
 GA2323  STATE/COUNTY-  TN/CAMPBELL
 GA2323  USGS QUAD   -  WELL SPRING (1980)
 GA2323
 GA2323                         *CURRENT SURVEY CONTROL
 GA2323  ___________________________________________________________________
 GA2323* NAD 83(1995)-  36 26 25.36575(N)    083 58 10.19630(W)     ADJUSTED  
 GA2323* NAVD 88     -       327.237  (meters)    1073.61   (feet)  ADJUSTED  
 GA2323  ___________________________________________________________________
 GA2323  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GA2323  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2323  DYNAMIC HT  -         326.945 (meters)    1072.65  (feet)  COMP
 GA2323  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GA2323
 GA2323  HORZ ORDER  -  SECOND
 GA2323  VERT ORDER  -  SECOND    CLASS 0
 GA2323
 GA2323.The horizontal coordinates were established by classical geodetic methods
 GA2323.and adjusted by the National Geodetic Survey in April 1999..
 GA2323
 GA2323.The orthometric height was determined by differential leveling
 GA2323.and adjusted by the National Geodetic Survey in June 1991..
 GA2323
 GA2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2323
 GA2323.The geoid height was determined by GEOID03.
 GA2323
 GA2323.The dynamic height is computed by dividing the NAVD 88
 GA2323.geopotential number by the normal gravity value computed on the
 GA2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2323.degrees latitude (g = 980.6199 gals.).
 GA2323
 GA2323.The modeled gravity was interpolated from observed gravity values.
 GA2323
 GA2323;                    North         East     Units Scale Factor Converg.
 GA2323;SPC TN       -   235,668.517   782,041.908   MT  1.00000429   +1 11 19.4
 GA2323;SPC TN       -   773,189.13  2,565,749.16   sFT  1.00000429   +1 11 19.4
 GA2323;UTM  17      - 4,036,893.937   233,826.625   MT  1.00047299   -1 45 53.6
 GA2323;UTM  16      - 4,037,064.200   771,642.840   MT  1.00050924   +1 48 04.2
 GA2323
 GA2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2323!SPC TN       -   0.99995339  x   1.00000429  =   0.99995768
 GA2323!UTM  17      -   0.99995339  x   1.00047299  =   1.00042636
 GA2323!UTM  16      -   0.99995339  x   1.00050924  =   1.00046260
 GA2323
 GA2323:                Primary Azimuth Mark                     Grid Az
 GA2323:SPC TN       -  MCLEAN AZ MK                             049 23 11.2
 GA2323:UTM  17      -  MCLEAN AZ MK                             052 20 24.2
 GA2323:UTM  16      -  MCLEAN AZ MK                             048 46 26.4
 GA2323
 GA2323|---------------------------------------------------------------------|
 GA2323| PID    Reference Object                     Distance      Geod. Az  |
 GA2323|                                                           dddmmss.s |
 GA2323| GA2325 MCLEAN AZ MK                                       0503430.6 |
 GA2323| GA2326 LAME AZ MK                                         0554829.0 |
 GA2323| DC2762 WELLS SPRINGS METHODIST SPR                        0603028.6 |
 GA2323| GA2324 LAME RM 1                            10.064 METERS 12626     |
 GA2323| GA2322 LAME RM 2                             7.705 METERS 32754     |
 GA2323|---------------------------------------------------------------------|
 GA2323
 GA2323                          SUPERSEDED SURVEY CONTROL
 GA2323
 GA2323  NAD 83(1995)-  36 26 25.36670(N)    083 58 10.19776(W) AD(       ) 2
 GA2323  NAD 83(1995)-  36 26 25.37331(N)    083 58 10.19849(W) AD(       ) 2
 GA2323  NAD 83(1995)-  36 26 25.37355(N)    083 58 10.19935(W) AD(       ) 2
 GA2323  NAD 83(1986)-  36 26 25.37627(N)    083 58 10.19790(W) AD(       ) 2
 GA2323  NAD 27      -  36 26 25.08962(N)    083 58 10.48030(W) AD(       ) 2
 GA2323  NGVD 29 (??/??/92)  327.378  (m)         1074.07   (f) ADJ UNCH    2 0
 GA2323
 GA2323.Superseded values are not recommended for survey control.
 GA2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2323.See file dsdata.txt to determine how the superseded data were derived.
 GA2323
 GA2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3382736894(NAD 83)
 GA2323_MARKER: DD = SURVEY DISK
 GA2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2323_STAMPING: LAME 1964
 GA2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2323+STABILITY: SURFACE MOTION
 GA2323
 GA2323  HISTORY     - Date     Condition        Report By
 GA2323  HISTORY     - 1964     MONUMENTED       TNHD
 GA2323  HISTORY     - 1965     GOOD             TNHD
 GA2323
 GA2323                          STATION DESCRIPTION
 GA2323
 GA2323'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2323'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LAFOLLETTE.
 GA2323'
 GA2323'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GA2323'ROUTE 63 IN LAFOLLETTE, GO
 GA2323'9.7 MILES NORTHEAST ON STATE ROUTE 63 TO THE TOP OF
 GA2323'A RISE AT A CURVE AND THE STATION ON
 GA2323'THE RIGHT AS DESCRIBED.
 GA2323'
 GA2323'THE STATION IS 30 FEET SOUTHEAST OF A FENCE LINE, 24 FEET EAST OF AN
 GA2323'18-INCH WHITE ASH TREE,
 GA2323'10 FEET NORTHEAST OF AN 18-INCH WHITE ASH TREE AND
 GA2323'5.3 FEET NORTH OF A WITNESS POST.
 GA2323'THE SURFACE AND UNDERGROUND MARKS
 GA2323'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2323'THE DISKS ARE
 GA2323'STAMPED LAME 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA2323'SURFACE.  THE
 GA2323'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GA2323'MONUMENT.
 GA2323'
 GA2323'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF A 45-INCH OAK TREE, 55 FEET
 GA2323'WEST OF A 20-INCH PINE
 GA2323'TREE AND 15 FEET NORTHEAST OF A 3-INCH CEDAR TREE.  IT
 GA2323'IS A STANDARD TENNESSEE HIGHWAY
 GA2323'DEPARTMENT DISK CEMENTED FLUSH IN A
 GA2323'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA2323'STAMPED LAME RM-1
 GA2323'1964.
 GA2323'
 GA2323'REFERENCE MARK NO. 2 IS 77 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA2323'OF STATE ROUTE 63, 47
 GA2323'FEET SOUTHEAST OF A FENCE, 27 FEET NORTH OF AN 18-INCH
 GA2323'WHITE ASH TREE AND 4 FEET
 GA2323'SOUTHEAST OF A 3-INCH CEDAR TREE.  IT IS A
 GA2323'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2323'CEMENTED FLUSH IN A DRILL
 GA2323'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED LAME RM-2
 GA2323'1964.
 GA2323'
 GA2323'THE AZIMUTH MARK IS 45 FEET WEST OF THE APPROXIMATE CENTER OF A
 GA2323'GRAVELED ROAD, 24 FEET
 GA2323'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 8 FEET
 GA2323'SOUTH OF A FENCE AND 2.9
 GA2323'FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 GA2323'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2323'SET IN A 10-INCH SQUARE,
 GA2323'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LAME AZI
 GA2323'1964.
 GA2323'
 GA2323'THE WELL SPRINGS METHODIST CHURCH SPIRE WILL ALSO SERVE AS AN AZIMUTH
 GA2323'MARK.  IT IS A WHITE
 GA2323'FRAME BUILDING WITH GREEN SHUTTERS WITH AN ALUMINUM
 GA2323'COVERED BELL TOWER IN THE FRONT.
 GA2323'IT HAS A GREEN-PAINTED TIN ROOF AND
 GA2323'AN OVER-ALL HEIGHT OF ABOUT 100 FEET.  THE POINT
 GA2323'INTERSECTED WAS THE
 GA2323'WHITE-PAINTED CROSS AT THE TOP OF THE SPIRE.
 GA2323'
 GA2323'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.4 MILE NORTHEAST ON
 GA2323'STATE ROUTE 63 TO THE
 GA2323'MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2
 GA2323'MILE NORTHEAST ON STATE ROUTE 63
 GA2323'TO THE CHURCH ON THE LEFT.
 GA2323'
 GA2323'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2323'
 GA2323'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2323
 GA2323                          STATION RECOVERY (1965)
 GA2323
 GA2323'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2323'9.7 MI NE FROM LA FOLLETTE.
 GA2323'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2323'LA FOLLETTE, GO 9.7 MILES NORTHEAST ON STATE ROUTE 63 TO THE TOP
 GA2323'OF A RISE AT A CURVE AND THE MARK ON THE RIGHT, 30 FEET SOUTHEAST
 GA2323'OF A FENCE LINE, 24 FEET EAST OF AN 18-INCH WHITE ASH TREE, 10
 GA2323'FEET NORTHEAST OF AN 18-INCH WHITE ASH TREE, AND 5.3 FEET NORTH
 GA2323'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2323'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2323'CONCRETE MONUMENT, STAMPED LAME 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2326 ***********************************************************************
 GA2326  DESIGNATION -  LAME AZ MK
 GA2326  PID         -  GA2326
 GA2326  STATE/COUNTY-  TN/CAMPBELL
 GA2326  USGS QUAD   -  WELL SPRING (1980)
 GA2326
 GA2326                         *CURRENT SURVEY CONTROL
 GA2326  ___________________________________________________________________
 GA2326* NAD 83(1986)-  36 26 37.     (N)    083 57 49.     (W)     SCALED    
 GA2326* NAVD 88     -       319.337  (meters)    1047.69   (feet)  ADJUSTED  
 GA2326  ___________________________________________________________________
 GA2326  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2326  DYNAMIC HT  -         319.054 (meters)    1046.76  (feet)  COMP
 GA2326  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GA2326
 GA2326  VERT ORDER  -  SECOND    CLASS 0
 GA2326
 GA2326.The horizontal coordinates were scaled from a topographic map and have
 GA2326.an estimated accuracy of +/- 6 seconds.
 GA2326
 GA2326.The orthometric height was determined by differential leveling
 GA2326.and adjusted by the National Geodetic Survey in June 1991..
 GA2326
 GA2326.The geoid height was determined by GEOID03.
 GA2326
 GA2326.The dynamic height is computed by dividing the NAVD 88
 GA2326.geopotential number by the normal gravity value computed on the
 GA2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2326.degrees latitude (g = 980.6199 gals.).
 GA2326
 GA2326.The modeled gravity was interpolated from observed gravity values.
 GA2326
 GA2326;                    North         East    Units  Estimated Accuracy
 GA2326;SPC TN       -   236,040.      782,560.      MT  (+/- 180 meters Scaled)
 GA2326
 GA2326                          SUPERSEDED SURVEY CONTROL
 GA2326
 GA2326  NGVD 29 (??/??/??)  319.53   (m)         1048.3    (f) RESET       3  
 GA2326
 GA2326.Superseded values are not recommended for survey control.
 GA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2326.See file dsdata.txt to determine how the superseded data were derived.
 GA2326
 GA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA343372(NAD 83)
 GA2326_MARKER: DZ = AZIMUTH MARK DISK
 GA2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2326_STAMPING: LAME AZI 1964
 GA2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2326+STABILITY: SURFACE MOTION
 GA2326
 GA2326  HISTORY     - Date     Condition        Report By
 GA2326  HISTORY     - 1964     MONUMENTED       TNHD
 GA2326  HISTORY     - 1965     GOOD             TNHD
 GA2326
 GA2326                          STATION DESCRIPTION
 GA2326
 GA2326'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2326'10.1 MI NE FROM LA FOLLETTE.
 GA2326'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2326'LA FOLLETTE, GO 10.1 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2326'MARK ON THE LEFT, 45 FEET WEST OF THE APPROXIMATE CENTER OF A
 GA2326'GRAVELED ROAD, 24 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2326'ROUTE 63, 8 FEET SOUTH OF A FENCE AND 2.9 FEET SOUTHEAST OF A
 GA2326'METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2326'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE,
 GA2326'MONUMENT, STAMPED LAME AZI, 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2324 ***********************************************************************
 GA2324  DESIGNATION -  LAME RM 1
 GA2324  PID         -  GA2324
 GA2324  STATE/COUNTY-  TN/CAMPBELL
 GA2324  USGS QUAD   -  WELL SPRING (1980)
 GA2324
 GA2324                         *CURRENT SURVEY CONTROL
 GA2324  ___________________________________________________________________
 GA2324* NAD 83(1986)-  36 26 25.     (N)    083 58 10.     (W)     SCALED    
 GA2324* NAVD 88     -       326.899  (meters)    1072.50   (feet)  ADJUSTED  
 GA2324  ___________________________________________________________________
 GA2324  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2324  DYNAMIC HT  -         326.608 (meters)    1071.55  (feet)  COMP
 GA2324  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GA2324
 GA2324  VERT ORDER  -  SECOND    CLASS 0
 GA2324
 GA2324.The horizontal coordinates were scaled from a topographic map and have
 GA2324.an estimated accuracy of +/- 6 seconds.
 GA2324
 GA2324.The orthometric height was determined by differential leveling
 GA2324.and adjusted by the National Geodetic Survey in June 1991..
 GA2324
 GA2324.The geoid height was determined by GEOID03.
 GA2324
 GA2324.The dynamic height is computed by dividing the NAVD 88
 GA2324.geopotential number by the normal gravity value computed on the
 GA2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2324.degrees latitude (g = 980.6199 gals.).
 GA2324
 GA2324.The modeled gravity was interpolated from observed gravity values.
 GA2324
 GA2324;                    North         East    Units  Estimated Accuracy
 GA2324;SPC TN       -   235,660.      782,050.      MT  (+/- 180 meters Scaled)
 GA2324
 GA2324                          SUPERSEDED SURVEY CONTROL
 GA2324
 GA2324  NGVD 29 (??/??/92)  327.040  (m)         1072.96   (f) ADJ UNCH    2 0
 GA2324
 GA2324.Superseded values are not recommended for survey control.
 GA2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2324.See file dsdata.txt to determine how the superseded data were derived.
 GA2324
 GA2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA338368(NAD 83)
 GA2324_MARKER: DD = SURVEY DISK
 GA2324_SETTING: 66 = SET IN ROCK OUTCROP
 GA2324_SP_SET: BEDROCK
 GA2324_STAMPING: LAME RM-1 1964
 GA2324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2324+STABILITY: POSITION/ELEVATION WELL
 GA2324
 GA2324  HISTORY     - Date     Condition        Report By
 GA2324  HISTORY     - 1964     MONUMENTED       TNHD
 GA2324  HISTORY     - 1965     GOOD             TNHD
 GA2324
 GA2324                          STATION DESCRIPTION
 GA2324
 GA2324'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2324'9.7 MI NE FROM LA FOLLETTE.
 GA2324'THIS MARK IS LOCATED AT THE LAME 1964 STATION SITE, 76 FEET NORTH
 GA2324'OF A 45-INCH OAK TREE, 55 FEET WEST OF A 20-INCH PINE TREE AND
 GA2324'15 FEET NORTHEAST OF A 3-INCH CEDAR TREE.  THE MARK IS A STANDARD
 GA2324'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GA2324'HOLE IN OUTCROPPING BEDROCK, STAMPED LAME RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2322 ***********************************************************************
 GA2322  DESIGNATION -  LAME RM 2
 GA2322  PID         -  GA2322
 GA2322  STATE/COUNTY-  TN/CAMPBELL
 GA2322  USGS QUAD   -  WELL SPRING (1980)
 GA2322
 GA2322                         *CURRENT SURVEY CONTROL
 GA2322  ___________________________________________________________________
 GA2322* NAD 83(1986)-  36 26 25.     (N)    083 58 10.     (W)     SCALED    
 GA2322* NAVD 88     -       327.404  (meters)    1074.16   (feet)  ADJUSTED  
 GA2322  ___________________________________________________________________
 GA2322  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2322  DYNAMIC HT  -         327.112 (meters)    1073.20  (feet)  COMP
 GA2322  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GA2322
 GA2322  VERT ORDER  -  SECOND    CLASS 0
 GA2322
 GA2322.The horizontal coordinates were scaled from a topographic map and have
 GA2322.an estimated accuracy of +/- 6 seconds.
 GA2322
 GA2322.The orthometric height was determined by differential leveling
 GA2322.and adjusted by the National Geodetic Survey in June 1991..
 GA2322
 GA2322.The geoid height was determined by GEOID03.
 GA2322
 GA2322.The dynamic height is computed by dividing the NAVD 88
 GA2322.geopotential number by the normal gravity value computed on the
 GA2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2322.degrees latitude (g = 980.6199 gals.).
 GA2322
 GA2322.The modeled gravity was interpolated from observed gravity values.
 GA2322
 GA2322;                    North         East    Units  Estimated Accuracy
 GA2322;SPC TN       -   235,660.      782,050.      MT  (+/- 180 meters Scaled)
 GA2322
 GA2322                          SUPERSEDED SURVEY CONTROL
 GA2322
 GA2322  NGVD 29 (??/??/92)  327.545  (m)         1074.62   (f) ADJ UNCH    2 0
 GA2322
 GA2322.Superseded values are not recommended for survey control.
 GA2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2322.See file dsdata.txt to determine how the superseded data were derived.
 GA2322
 GA2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA338368(NAD 83)
 GA2322_MARKER: DD = SURVEY DISK
 GA2322_SETTING: 66 = SET IN ROCK OUTCROP
 GA2322_SP_SET: BEDROCK
 GA2322_STAMPING: LAME RM-2 1964
 GA2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2322+STABILITY: POSITION/ELEVATION WELL
 GA2322
 GA2322  HISTORY     - Date     Condition        Report By
 GA2322  HISTORY     - 1964     MONUMENTED       TNHD
 GA2322  HISTORY     - 1965     GOOD             TNHD
 GA2322
 GA2322                          STATION DESCRIPTION
 GA2322
 GA2322'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2322'9.7 MI NE FROM LA FOLLETTE.
 GA2322'THIS MARK IS LOCATED AT THE LAME 1964 STATION SITE, 77 FEET
 GA2322'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 47 FEET
 GA2322'SOUTHEAST OF A FENCE, 27 FEET NORTH OF AN 18-INCH WHITE ASH TREE
 GA2322'AND 4 FEET SOUTHEAST OF A 3-INCH CEDAR TREE.  THE MARK IS A
 GA2322'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GA2322'DRILLED HOLE IN OUT-CROPPING BED-ROCK, STAMPED LAME RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2360 ***********************************************************************
 GC2360  DESIGNATION -  LANDRUM
 GC2360  PID         -  GC2360
 GC2360  STATE/COUNTY-  TN/DAVIDSON
 GC2360  USGS QUAD   -  FOREST GROVE (1994)
 GC2360
 GC2360                         *CURRENT SURVEY CONTROL
 GC2360  ___________________________________________________________________
 GC2360* NAD 83(1995)-  36 15 27.05340(N)    086 53 42.84883(W)     ADJUSTED  
 GC2360* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 GC2360  ___________________________________________________________________
 GC2360  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2360  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2360
 GC2360  HORZ ORDER  -  FIRST
 GC2360
 GC2360.The horizontal coordinates were established by classical geodetic methods
 GC2360.and adjusted by the National Geodetic Survey in April 1999..
 GC2360
 GC2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2360
 GC2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2360
 GC2360.The geoid height was determined by GEOID03.
 GC2360
 GC2360;                    North         East     Units Scale Factor Converg.
 GC2360;SPC TN       -   213,856.536   519,548.559   MT  0.99997564   -0 31 26.8
 GC2360;SPC TN       -   701,627.65  1,704,552.23   sFT  0.99997564   -0 31 26.8
 GC2360;UTM  16      - 4,012,516.316   509,411.358   MT  0.99960109   +0 03 43.1
 GC2360
 GC2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2360!SPC TN       -   0.99996191  x   0.99997564  =   0.99993755
 GC2360!UTM  16      -   0.99996191  x   0.99960109  =   0.99956302
 GC2360
 GC2360:                Primary Azimuth Mark                     Grid Az
 GC2360:SPC TN       -  UNION HILL ATT MW KIA                    044 11 53.1
 GC2360:UTM  16      -  UNION HILL ATT MW KIA                    043 36 43.2
 GC2360
 GC2360|---------------------------------------------------------------------|
 GC2360| PID    Reference Object                     Distance      Geod. Az  |
 GC2360|                                                           dddmmss.s |
 GC2360| GC2354 UNION HILL ATT MW KIA               APPROX.14.5 KM 0434026.3 |
 GC2360| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.7 KM 0830334.0 |
 GC2360| GC2361 LANDRUM RM A                         25.796 METERS 09950     |
 GC2360| GC2293 NASHVILLE STATE CAPITOL CUPOLA      APPROX.14.3 KM 1353056.3 |
 GC2360| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.17.0 KM 1462810.6 |
 GC2360| CG6201 025 332                                            1674612.4 |
 GC2360| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.13.2 KM 1682255.8 |
 GC2360| CG6724 LANDRUM RM 1                         28.270 METERS 17338     |
 GC2360| GC2294 AIRWAY BEACON 63                    APPROX.22.0 KM 1735907.5 |
 GC2360| GC2314 AIRWAY BEACON 63                    APPROX.20.7 KM 1762325.0 |
 GC2360| CG6723 LANDRUM AZ MK                                      1965707.3 |
 GC2360| GC2535 AIRWAY BEACON 62                    APPROX.30.6 KM 2061426.3 |
 GC2360| CG6725 LANDRUM RM 2                         25.051 METERS 28402     |
 GC2360|---------------------------------------------------------------------|
 GC2360
 GC2360                          SUPERSEDED SURVEY CONTROL
 GC2360
 GC2360  NAD 83(1995)-  36 15 27.05508(N)    086 53 42.85061(W) AD(       ) 1
 GC2360  NAD 83(1995)-  36 15 27.05711(N)    086 53 42.85166(W) AD(       ) 1
 GC2360  NAD 83(1986)-  36 15 27.06350(N)    086 53 42.85202(W) AD(       ) 1
 GC2360  NAD 27      -  36 15 26.86900(N)    086 53 42.85200(W) AD(       ) 1
 GC2360  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 GC2360
 GC2360.Superseded values are not recommended for survey control.
 GC2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2360.See file dsdata.txt to determine how the superseded data were derived.
 GC2360
 GC2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0941112516(NAD 83)
 GC2360_MARKER: DS = TRIANGULATION STATION DISK
 GC2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2360
 GC2360  HISTORY     - Date     Condition        Report By
 GC2360  HISTORY     - 1933     MONUMENTED       CGS
 GC2360  HISTORY     - 1953     GOOD             CGS
 GC2360  HISTORY     - 1970     GOOD             NGS
 GC2360
 GC2360                          STATION DESCRIPTION
 GC2360
 GC2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2360'ABOUT 9 MILES AIRLINE NORTHWEST OF CAPITOL IN NASHVILLE, 3-1/4 MILES
 GC2360'AIRLINE NORTH OF COCKRILL BEND IN CUMBERLAND RIVER, ON PARTLY
 GC2360'CULTIVATED KNOB, AND ON LAND OWNED AND OCCUPIED BY RAYMOND LANDRUM.
 GC2360'TO REACH FROM NASHVILLE, GO NORTHWEST ON STATE ROUTE 12 TO
 GC2360'CUMBERLAND RIVER BRIDGE, THEN WEST 2.5 MILES TO T-INTERSECTION, TURN,
 GC2360'RIGHT ONTO EATON CREEK ROAD, GO 4.3 MILES TO CROSSROAD IN SADDLE,
 GC2360'FOLLOW GRAVEL ROAD LEFT AND GO 0.65 MILE TO LANE LEADING TO LANDRUMS
 GC2360'HOUSE (PART LOG) ON RIGHT (WEST) SIDE OF ROAD.  STATION IS
 GC2360'ON FIRST KNOLL TO RIGHT AFTER TURNING LEFT ONTO GRAVEL ROAD, 300
 GC2360'YARDS WEST OF GRAVEL ROAD, 85 FEET EAST-SOUTHEAST OF LANDRUMS HOUSE,
 GC2360'AND 20 FEET EAST-NORTHEAST OF WIRE FENCE.  SURFACE AND UNDERGROUND
 GC2360'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2360'SURFACE MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE AND
 GC2360'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2360'REFERENCE MARKS PROJECT 10 INCHES ABOVE GROUND.  NO. 1 IS 1 FOOT
 GC2360'EAST OF FENCE LINE, 25 FEET NORTHEAST OF ROAD, AND 92.95 FEET FROM
 GC2360'STATION.  NO. 2 IS AT SOUTHEAST
 GC2360'CORNER OF LANDRUMS HOUSE AND 82.26 FEET FROM STATION.
 GC2360'AZIMUTH MARK, PROJECTING 6 INCHES ABOVE GROUND,
 GC2360'IS ON SOUTH SIDE OF GRAVEL ROAD, 25 FEET EAST OF
 GC2360'H-INTERSECTION, 20 FEET SOUTH OF CENTER LINE OF ROAD, AND ABOUT 0.5
 GC2360'MILE FROM STATION, S 16 DEG 57 MIN 05 SEC W.
 GC2360'AIRWAY BEACON NO. 23 (SEE DESCRIPTION
 GC2360'THEREOF), DISTANT 2.3 MILES, N 24 DEG 49 MIN 07 SEC E
 GC2360'AND NASHVILLE, POWER COMPANY, STACK, S 47 DEG 09 MIN 08 SEC E.
 GC2360
 GC2360                          STATION RECOVERY (1953)
 GC2360
 GC2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2360'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GC2360'THE DISTANCE TO REFERENCE MARK NO. 2 AND THE DIRECTIONS TO
 GC2360'REFERENCE MARKS NO. 1 AND NO. 2 CHECKED.  THE DISTANCE TO REFERENCE
 GC2360'MARK NO. 1 DID NOT CHECK.  NO CHECK DIRECTION TO THE AZIMUTH MARK
 GC2360'AS THE LINE IS NOW OBSTRUCTED BY TREES AND WOULD NEED CONSIDERABLE
 GC2360'CLEARING.
 GC2360'
 GC2360'NO. 025 332 (TENN. GEOD. S.) WAS USED AS AN AZIMUTH MARK.  IT IS 54
 GC2360'FEET EAST OF THE CENTER OF OLD HICKORY BOULEVARD, 12 FEET EAST OF
 GC2360'A WHITE WITNESS POST AND 4 FEET WEST OF A 24 INCH OAK TREE.  THE MARK
 GC2360'IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES WITH
 GC2360'A U.S.C. AND G.S. AND S.S. DISK IN THE TOP STAMPED 025 332.
 GC2360'
 GC2360'NEW DIRECTIONS TO REACH THE STATION FOLLOW-
 GC2360'
 GC2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2360'HIGHWAY 12, ABOUT 1 MILE NORTHWEST OF NASHVILLE, GO WEST ON HIGHWAY
 GC2360'12 FOR 49 MILES TO A PAVED CROSSROAD.  (OLD HICKORY BOULEVARD) TURN
 GC2360'RIGHT ON OLD HICKORY BOULEVARD AND GO 3.25 MILES TO THE AZIMUTH MARK
 GC2360'ON THE RIGHT, ABOUT 25 FEET SOUTH OF THE CENTER OF THE ROAD.
 GC2360'CONTINUE FOR 0.25 MILE TO NO. 025 332 ON THE RIGHT AND A GRAVEL
 GC2360'ROAD LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.1 MILE TO A DRIVEWAY
 GC2360'RIGHT TO A HOUSE AND THE STATION.
 GC2360'
 GC2360'STATION IS NOW ON THE PROPERTY OF WILLIAM KEEL AND IS 85 FEET
 GC2360'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. KEELS HOUSE.
 GC2360'
 GC2360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2360
 GC2360                          STATION RECOVERY (1970)
 GC2360
 GC2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2360'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GC2360'CONDITION.  THE STATION MARK WAS CHIPPED BUT APPEARED TO BE
 GC2360'SOLID.  THE AZIMUTH MARK WAS OBSTRUCTED BY TREES.  TENNESSEE
 GC2360'GEODETIC SURVEY MARK NO. 025 332 WAS USED AS AN AZIMUTH MARK FOR
 GC2360'THIS STATION.  THE DISTANCE TO REFERENCE MARK NO 1 CHECKED THE
 GC2360'1953 MEASUREMENT.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE
 GC2360'MARK 2 THE DISTANCE BEING 0.07 FEET.  A NEW DESCRIPTION
 GC2360'FOLLOWS.
 GC2360'
 GC2360'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE APPROXIMATE
 GC2360'CENTER OF NASHVILLE AND ON PROPERTY OWNED BY MR. JOHN T. BATES,
 GC2360'R.R. 3 NASHVILLE TENNESSEE.
 GC2360'
 GC2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 A
 GC2360'AND STATE STATE HIGHWAY 12, ABOUT 1 MILE NORTHWEST OF NASHVILLE
 GC2360'GO WEST ON STATE HIGHWAY 12 FOR 4.9 MILES TO A CROSSROAD.  TURN
 GC2360'RIGHT AND GO WEST ON OLD HICKORY BOULEVARD FOR 3.25 MILES TO THE
 GC2360'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.2 MILE TO A SIDE ROAD
 GC2360'LEFT AND TENNESSEE GEODETIC SURVEY MARK 025 332 ON THE
 GC2360'RIGHT.  TURN LEFT UP HILL ON BLUEBERRY HILL ROAD FOR 0.1 MILE
 GC2360'TO A DRIVEWAY ON THE RIGHT AND THE STATION.
 GC2360'
 GC2360'THE STATION MARK IS A STANDARD DISK, STAMPED LANDRUM 1933, SET
 GC2360'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 GC2360'4-INCHES.  IT IS 78.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 GC2360'OF A HOUSE, 12.8 FEET EAST OF THE CENTER OF A DRIVEWAY AND 12.8
 GC2360'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 GC2360'
 GC2360'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LANDRUM NO 1 1933,
 GC2360'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 GC2360'12-INCHES.  IT IS 105 FEET SOUTH OF THE METAL WITNESS POST AND
 GC2360'SIGN, 28 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 5.5 FEET
 GC2360'WEST OF THE CENTER OF THE DRIVEWAY.
 GC2360'
 GC2360'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LANDRUM NO 2 1933,
 GC2360'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 GC2360'12-INCHES.  IT IS 83 FEET WEST OF THE METAL WITNESS POST WITH
 GC2360'SIGN, 10 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 6.5 FEET
 GC2360'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE.
 GC2360'
 GC2360'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 GC2360'LANDRUM AZIMUTH 1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GC2360'MONUMENT THAT PROJECTS 12-INCHES.  IT IS 30 FEET SOUTH OF THE
 GC2360'CENTER OF OLD HICKORY BOULEVARD, 25 FEET WEST OF THE CENTER OF
 GC2360'A WOODS ROAD AND 5.5 FEET WEST-NORTHWEST OF A 30-INCH OAK TREE.
 GC2360'
 GC2360'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY MARK IS A
 GC2360'BRONZE DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 GC2360'THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE AND IS STAMPED
 GC2360'025 332.  IT IS 53 FEET EAST OF THE CENTER OF OLD HICKORY
 GC2360'BOULEVARD, 32 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 5
 GC2360'FEET WEST OF A 30-INCH OAK TREE.
 GC2360'
 GC2360'THE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
 GC2360'
 GC2360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2360'9 MILES WEST OF NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2361 ***********************************************************************
 GC2361  DESIGNATION -  LANDRUM RM A
 GC2361  PID         -  GC2361
 GC2361  STATE/COUNTY-  TN/DAVIDSON
 GC2361  USGS QUAD   -  FOREST GROVE (1994)
 GC2361
 GC2361                         *CURRENT SURVEY CONTROL
 GC2361  ___________________________________________________________________
 GC2361* NAD 83(1995)-  36 15 26.91045(N)    086 53 41.83067(W)     ADJUSTED  
 GC2361* NAVD 88     -       268.9    (meters)     882.     (feet)  VERTCON   
 GC2361  ___________________________________________________________________
 GC2361  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2361  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2361
 GC2361  HORZ ORDER  -  FIRST
 GC2361
 GC2361.The horizontal coordinates were established by classical geodetic methods
 GC2361.and adjusted by the National Geodetic Survey in April 1999..
 GC2361
 GC2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2361
 GC2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2361
 GC2361.The geoid height was determined by GEOID03.
 GC2361
 GC2361;                    North         East     Units Scale Factor Converg.
 GC2361;SPC TN       -   213,851.898   519,573.934   MT  0.99997564   -0 31 26.2
 GC2361;SPC TN       -   701,612.44  1,704,635.48   sFT  0.99997564   -0 31 26.2
 GC2361;UTM  16      - 4,012,511.939   509,436.770   MT  0.99960110   +0 03 43.7
 GC2361
 GC2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2361!SPC TN       -   0.99996242  x   0.99997564  =   0.99993806
 GC2361!UTM  16      -   0.99996242  x   0.99960110  =   0.99956353
 GC2361
 GC2361:                Primary Azimuth Mark                     Grid Az
 GC2361:SPC TN       -  BETHEL RESET                             041 16 59.3
 GC2361:UTM  16      -  BETHEL RESET                             040 41 49.4
 GC2361
 GC2361|---------------------------------------------------------------------|
 GC2361| PID    Reference Object                     Distance      Geod. Az  |
 GC2361|                                                           dddmmss.s |
 GC2361| GC2209 BETHEL RESET                        APPROX.22.6 KM 0404533.1 |
 GC2361| GC2354 UNION HILL ATT MW KIA               APPROX.14.4 KM 0433520.8 |
 GC2361| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.7 KM 0830056.4 |
 GC2361| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.16.9 KM 1463159.6 |
 GC2361| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.13.2 KM 1682911.7 |
 GC2361| GC2360 LANDRUM                              25.796 METERS 27950     |
 GC2361|---------------------------------------------------------------------|
 GC2361
 GC2361                          SUPERSEDED SURVEY CONTROL
 GC2361
 GC2361  NAD 83(1995)-  36 15 26.91213(N)    086 53 41.83245(W) AD(       ) 1
 GC2361  NAD 83(1995)-  36 15 26.91416(N)    086 53 41.83350(W) AD(       ) 1
 GC2361  NAD 83(1986)-  36 15 26.92056(N)    086 53 41.83391(W) AD(       ) 1
 GC2361  NAD 27      -  36 15 26.72605(N)    086 53 41.83388(W) AD(       ) 1
 GC2361  NGVD 29 (07/19/86)  268.9    (m)          882.     (f) VERT ANG       
 GC2361
 GC2361.Superseded values are not recommended for survey control.
 GC2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2361.See file dsdata.txt to determine how the superseded data were derived.
 GC2361
 GC2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0943712512(NAD 83)
 GC2361_MARKER: DS = TRIANGULATION STATION DISK
 GC2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2361_MARK LOGO: CGS   
 GC2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2361+STABILITY: SURFACE MOTION
 GC2361
 GC2361  HISTORY     - Date     Condition        Report By
 GC2361  HISTORY     - 1970     MONUMENTED       CGS
 GC2361
 GC2361                          STATION DESCRIPTION
 GC2361
 GC2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 GC2361'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE APPROXIMATE
 GC2361'CENTER OF NASHVILLE AND ON PROPERTY OWNED BY MR. JOHN T. BATES,
 GC2361'R.R. 3 NASHVILLE TENNESSEE.
 GC2361'
 GC2361'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 GC2361'STATION LANDRUM 1933 THEREOF.
 GC2361'
 GC2361'THE STATION MARK IS A STANDARD DISK STAMPED LANDRUM RM A 1970,
 GC2361'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GC2361'WHICH PROJECTS 10 INCHES.  IT IS 90 FEET EAST-NORTHEAST OF THE
 GC2361'CENTER OF A GRAVELED DRIVEWAY, 5.2 FEET SOUTHWEST OF A METAL
 GC2361'WITNESS POST WITH SIGN ATTACHED AND IN A HEAVILY WOODED AREA.
 GC2361'
 GC2361'THE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2342 ***********************************************************************
 FE2342  DESIGNATION -  LANE
 FE2342  PID         -  FE2342
 FE2342  STATE/COUNTY-  TN/MADISON
 FE2342  USGS QUAD   -  JACKSON NORTH (1983)
 FE2342
 FE2342                         *CURRENT SURVEY CONTROL
 FE2342  ___________________________________________________________________
 FE2342* NAD 83(1995)-  35 37 39.98133(N)    088 48 18.26810(W)     ADJUSTED  
 FE2342* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 FE2342  ___________________________________________________________________
 FE2342  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2342  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2342
 FE2342  HORZ ORDER  -  FIRST
 FE2342
 FE2342.The horizontal coordinates were established by classical geodetic methods
 FE2342.and adjusted by the National Geodetic Survey in April 1999..
 FE2342
 FE2342.The orthometric height was scaled from a topographic map.
 FE2342
 FE2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2342
 FE2342.The geoid height was determined by GEOID03.
 FE2342
 FE2342;                    North         East     Units Scale Factor Converg.
 FE2342;SPC TN       -   147,257.859   345,947.227   MT  0.99995485   -1 38 31.9
 FE2342;SPC TN       -   483,128.49  1,134,995.19   sFT  0.99995485   -1 38 31.9
 FE2342;UTM  16      - 3,944,164.438   336,543.092   MT  0.99992925   -1 03 06.2
 FE2342
 FE2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2342!SPC TN       -   0.99998073  x   0.99995485  =   0.99993559
 FE2342!UTM  16      -   0.99998073  x   0.99992925  =   0.99990999
 FE2342
 FE2342:                Primary Azimuth Mark                     Grid Az
 FE2342:SPC TN       -  JACKSON ALUMINUM FOILS TANK              020 15 13.2
 FE2342:UTM  16      -  JACKSON ALUMINUM FOILS TANK              019 39 47.5
 FE2342
 FE2342|---------------------------------------------------------------------|
 FE2342| PID    Reference Object                     Distance      Geod. Az  |
 FE2342|                                                           dddmmss.s |
 FE2342| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 1.0 KM 0183641.3 |
 FE2342| FE2330 JACKSON EAST MUN STANDPIPE           62.865 METERS 05224     |
 FE2342| CG3671 LANE RM 1                            18.370 METERS 07629     |
 FE2342| FE2344 PAUL                                 30.466 METERS 14716     |
 FE2342| FE2345 PAUL RM 2                            26.558 METERS 20216     |
 FE2342| FE2371 NATIONAL                            APPROX. 1.9 KM 2210115.1 |
 FE2342| FE2366 JACKSON W H COLEMAN WEST STACK      APPROX. 0.6 KM 2324000.9 |
 FE2342| FE2332 JACKSON LANE COLLEGE STACK          260.806 METERS 28732     |
 FE2342| FE2329 JACKSON BUDDE AND WEIS TANK         389.040 METERS 34704     |
 FE2342| CG3672 LANE RM 2                             5.173 METERS 35355     |
 FE2342|---------------------------------------------------------------------|
 FE2342
 FE2342                          SUPERSEDED SURVEY CONTROL
 FE2342
 FE2342  NAD 83(1995)-  35 37 39.98623(N)    088 48 18.27298(W) AD(       ) 1
 FE2342  NAD 83(1986)-  35 37 39.99283(N)    088 48 18.26901(W) AD(       ) 1
 FE2342  NAD 27      -  35 37 39.73800(N)    088 48 18.06500(W) AD(       ) 1
 FE2342
 FE2342.Superseded values are not recommended for survey control.
 FE2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2342.See file dsdata.txt to determine how the superseded data were derived.
 FE2342
 FE2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3654344164(NAD 83)
 FE2342_MARKER: DS = TRIANGULATION STATION DISK
 FE2342_SETTING: 0 = UNSPECIFIED SETTING
 FE2342
 FE2342  HISTORY     - Date     Condition        Report By
 FE2342  HISTORY     - 1951     MONUMENTED       CGS
 FE2342
 FE2342                          STATION DESCRIPTION
 FE2342
 FE2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2342'STATION IS LOCATED ON THE ROOF OF THE ST. PAULS (NEGRO) CHURCH,
 FE2342'LOCATED ON THE NORTH WEST CORNER OF MIDDLETON STREET AND
 FE2342'LANE AVE. IN THE CITY OF JACKSON. IT IS NEAR THE SOUTHWEST CORNER OF
 FE2342'THE ROOF, 2.5 FEET NORTHWEST OF THE CORNER OF THE INSIDE
 FE2342'WALL OF THE ROOF, 1.8 FEET NORTH OF THE SOUTH WALL AND 1.8 FEET EAST
 FE2342'OF THE WEST WALL.  THE SHANK OF THE DISK WAS REMOVED AND THE
 FE2342'DISK WAS FASTENED TO THE WOODEN ROOF BY THREE LONG BRASS SCREWS AND
 FE2342'TAR AND STAMPED LANE 1951.
 FE2342'
 FE2342'REFERENCE MARK NO. 1 IS ON CORNER OF THE OFF-SET IN THE EAST WALL OF
 FE2342'THE ROOF. THE DISK IS CEMENTED IN BETWEEN THE BRICKS ON TOP
 FE2342'OF THE WALL AND STAMPED LANE NO 1 1951.
 FE2342'
 FE2342'REFERENCE MARK NO. 2 IS ON CORNER OF THE OFF-SET IN THE WEST WALL OF
 FE2342'THE ROOF. THE DISK IS CEMENTED IN BETWEEN THE BRICKS ON TOP
 FE2342'OF THE WALL AND STAMPED LANE NO 2 1951.
 FE2342'
 FE2342'(NO AZIMUTH MARK SET.)
 FE2342'
 FE2342'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0927 ***********************************************************************
 FD0927  DESIGNATION -  LAW
 FD0927  PID         -  FD0927
 FD0927  STATE/COUNTY-  TN/LAWRENCE
 FD0927  USGS QUAD   -  SUMMERTOWN (1976)
 FD0927
 FD0927                         *CURRENT SURVEY CONTROL
 FD0927  ___________________________________________________________________
 FD0927* NAD 83(1995)-  35 22 38.76840(N)    087 16 25.07000(W)     ADJUSTED  
 FD0927* NAVD 88     -       307.135  (meters)    1007.66   (feet)  ADJUSTED  
 FD0927  ___________________________________________________________________
 FD0927  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD0927  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0927  DYNAMIC HT  -         306.848 (meters)    1006.72  (feet)  COMP
 FD0927  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FD0927
 FD0927  HORZ ORDER  -  SECOND
 FD0927  VERT ORDER  -  FIRST     CLASS II
 FD0927
 FD0927.The horizontal coordinates were established by classical geodetic methods
 FD0927.and adjusted by the National Geodetic Survey in April 1999..
 FD0927
 FD0927.The orthometric height was determined by differential leveling
 FD0927.and adjusted by the National Geodetic Survey in June 1991..
 FD0927
 FD0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0927
 FD0927.The geoid height was determined by GEOID03.
 FD0927
 FD0927.The dynamic height is computed by dividing the NAVD 88
 FD0927.geopotential number by the normal gravity value computed on the
 FD0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0927.degrees latitude (g = 980.6199 gals.).
 FD0927
 FD0927.The modeled gravity was interpolated from observed gravity values.
 FD0927
 FD0927;                    North         East     Units Scale Factor Converg.
 FD0927;SPC TN       -   116,595.939   484,274.591   MT  0.99997996   -0 44 44.3
 FD0927;SPC TN       -   382,531.84  1,588,824.22   sFT  0.99997996   -0 44 44.3
 FD0927;UTM  16      - 3,914,934.911   475,145.925   MT  0.99960761   -0 09 30.3
 FD0927
 FD0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0927!SPC TN       -   0.99995616  x   0.99997996  =   0.99993612
 FD0927!UTM  16      -   0.99995616  x   0.99960761  =   0.99956378
 FD0927
 FD0927|---------------------------------------------------------------------|
 FD0927| PID    Reference Object                     Distance      Geod. Az  |
 FD0927|                                                           dddmmss.s |
 FD0927| FD0928 LAW RM 1                             26.432 METERS 01032     |
 FD0927| FD0926 LAW RM 2                             25.801 METERS 15038     |
 FD0927| FD0929 LAW AZ MK                                          3521624.6 |
 FD0927|---------------------------------------------------------------------|
 FD0927
 FD0927                          SUPERSEDED SURVEY CONTROL
 FD0927
 FD0927  NAD 83(1995)-  35 22 38.77139(N)    087 16 25.07089(W) AD(       ) 2
 FD0927  NAD 83(1995)-  35 22 38.77384(N)    087 16 25.07174(W) AD(       ) 2
 FD0927  NAD 83(1986)-  35 22 38.77944(N)    087 16 25.07024(W) AD(       ) 2
 FD0927  NAD 27      -  35 22 38.49420(N)    087 16 25.01650(W) AD(       ) 2
 FD0927  NGVD 29 (??/??/92)  307.100  (m)         1007.54   (f) ADJ UNCH    1 2
 FD0927
 FD0927.Superseded values are not recommended for survey control.
 FD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0927.See file dsdata.txt to determine how the superseded data were derived.
 FD0927
 FD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7514614935(NAD 83)
 FD0927_MARKER: DD = SURVEY DISK
 FD0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0927_STAMPING: LAW 1962
 FD0927_MARK LOGO: TNHD  
 FD0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0927+STABILITY: SURFACE MOTION
 FD0927
 FD0927  HISTORY     - Date     Condition        Report By
 FD0927  HISTORY     - 1962     MONUMENTED       TNHD
 FD0927  HISTORY     - 1962     GOOD             TNHD
 FD0927  HISTORY     - 1983     GOOD             NGS
 FD0927
 FD0927                          STATION DESCRIPTION
 FD0927
 FD0927'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0927'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF LAWRENCEBURG.
 FD0927'
 FD0927'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0927'HIGHWAY 43 IN LAWRENCEBURG,
 FD0927'GO NORTH ON U S HIGHWAY 43 FOR 10.1 MILES TO A CONCRETE
 FD0927'BRIDGE, CONTINUE NORTH FOR 0.3
 FD0927'MILE TO THE STATION ON THE LEFT.
 FD0927'
 FD0927'THE STATION IS 142 FEET SOUTH OF A DRIVEWAY AND 76 FEET WEST OF THE
 FD0927'APPROXIMATE CENTER OF U S
 FD0927'HIGHWAY 43.  THE SURFACE AND UNDERGROUND MARKS ARE
 FD0927'STANDARD TENNESSEE HIGHWAY
 FD0927'DEPARTMENT DISKS AND ARE STAMPED LAW 1962.
 FD0927'THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW
 FD0927'THE SURFACE.  THE
 FD0927'SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0927'
 FD0927'REFERENCE MARK NO 1 IS 59 FEET SOUTH OF A DRIVEWAY AND 43 FEET WEST
 FD0927'OF THE APPROXIMATE
 FD0927'CENTER OF U S HIGHWAY 43.  IT IS A STANDARD TENNESSEE
 FD0927'HIGHWAY DEPARTMENT DISK SET IN
 FD0927'A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0927'MONUMENT, AND THE DISK IS STAMPED LAW RM 1 1962.
 FD0927'
 FD0927'REFERENCE MARK NO 2 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0927'HIGHWAY 43.  IT IS A
 FD0927'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0927'10-INCH, SQUARE, FLUSH,
 FD0927'CONCRETE MONUMENT, AND THE DISK IS STAMPED
 FD0927'LAW RM 2 1962.
 FD0927'
 FD0927'THE AZIMUTH MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0927'HIGHWAY 43, 27 FEET SOUTH
 FD0927'OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 21 FEET
 FD0927'WEST OF A 20-INCH OAK TREE.  IT
 FD0927'IS A STANDARD TENNESSEE HIGHWAY
 FD0927'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0927'CONCRETE MONUMENT,
 FD0927'AND THE DISK IS STAMPED LAW AZI 1962.
 FD0927'
 FD0927'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON U S
 FD0927'HIGHWAY 43 FOR 0.5 MILE TO
 FD0927'THE MARK ON THE RIGHT.
 FD0927'
 FD0927'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER AND TRIPOD.
 FD0927'
 FD0927'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
 FD0927
 FD0927                          STATION RECOVERY (1962)
 FD0927
 FD0927'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0927'10 MI N FROM LAWRENCEBURG.
 FD0927'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0927'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 10.1 MILES TO A
 FD0927'CONCRETE BRIDGE, CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON THE
 FD0927'LEFT.  THE STATION MARK IS 76 FEET WEST OF THE CENTERLINE OF U.S.
 FD0927'HIGHWAY 43 AND 142 FEET SOUTH OF A DRIVEWAY.  THE MARK IS A
 FD0927'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0927'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0927
 FD0927                          STATION RECOVERY (1983)
 FD0927
 FD0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0927'RECOVERED IN GOOD CONDITION.
 FD0927'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0657 ***********************************************************************
 FE0657  DESIGNATION -  LAW
 FE0657  PID         -  FE0657
 FE0657  STATE/COUNTY-  TN/HENDERSON
 FE0657  USGS QUAD   -  JUNO (1980)
 FE0657
 FE0657                         *CURRENT SURVEY CONTROL
 FE0657  ___________________________________________________________________
 FE0657* NAD 83(1995)-  35 43 42.14740(N)    088 35 59.66217(W)     ADJUSTED  
 FE0657* NAVD 88     -       169.052  (meters)     554.63   (feet)  ADJUSTED  
 FE0657  ___________________________________________________________________
 FE0657  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FE0657  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0657  DYNAMIC HT  -         168.901 (meters)     554.14  (feet)  COMP
 FE0657  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0657
 FE0657  HORZ ORDER  -  SECOND
 FE0657  VERT ORDER  -  SECOND    CLASS 0
 FE0657
 FE0657.The horizontal coordinates were established by classical geodetic methods
 FE0657.and adjusted by the National Geodetic Survey in April 1999..
 FE0657
 FE0657.The orthometric height was determined by differential leveling
 FE0657.and adjusted by the National Geodetic Survey in June 1991..
 FE0657
 FE0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0657
 FE0657.The geoid height was determined by GEOID03.
 FE0657
 FE0657.The dynamic height is computed by dividing the NAVD 88
 FE0657.geopotential number by the normal gravity value computed on the
 FE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0657.degrees latitude (g = 980.6199 gals.).
 FE0657
 FE0657.The modeled gravity was interpolated from observed gravity values.
 FE0657
 FE0657;                    North         East     Units Scale Factor Converg.
 FE0657;SPC TN       -   157,902.332   364,821.047   MT  0.99995009   -1 31 19.5
 FE0657;SPC TN       -   518,051.23  1,196,917.05   sFT  0.99995009   -1 31 19.5
 FE0657;UTM  16      - 3,955,001.734   355,305.373   MT  0.99985799   -0 56 03.9
 FE0657
 FE0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0657!SPC TN       -   0.99997790  x   0.99995009  =   0.99992799
 FE0657!UTM  16      -   0.99997790  x   0.99985799  =   0.99983589
 FE0657
 FE0657|---------------------------------------------------------------------|
 FE0657| PID    Reference Object                     Distance      Geod. Az  |
 FE0657|                                                           dddmmss.s |
 FE0657| FE0658 LAW RM 1                             32.867 METERS 05537     |
 FE0657| FE0660 LAW RM 4                             56.513 METERS 06540     |
 FE0657| CG3673 LAW AZ MK                                          1755103.1 |
 FE0657| FE0659 LAW RM 3                             13.856 METERS 24410     |
 FE0657| FE0656 LAW RM 2                             27.162 METERS 33742     |
 FE0657|---------------------------------------------------------------------|
 FE0657
 FE0657                          SUPERSEDED SURVEY CONTROL
 FE0657
 FE0657  NAD 83(1995)-  35 43 42.15147(N)    088 35 59.66814(W) AD(       ) 2
 FE0657  NAD 83(1986)-  35 43 42.15869(N)    088 35 59.66305(W) AD(       ) 2
 FE0657  NAD 27      -  35 43 41.91480(N)    088 35 59.47090(W) AD(       ) 2
 FE0657  NGVD 29 (??/??/??)  169.080  (m)          554.72   (f) ADJUSTED    2 0
 FE0657
 FE0657.Superseded values are not recommended for survey control.
 FE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0657.See file dsdata.txt to determine how the superseded data were derived.
 FE0657
 FE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5530555002(NAD 83)
 FE0657_MARKER: DE = TRAVERSE STATION DISK
 FE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0657_STAMPING: LAW 1959
 FE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0657+STABILITY: SURFACE MOTION
 FE0657
 FE0657  HISTORY     - Date     Condition        Report By
 FE0657  HISTORY     - 1959     MONUMENTED       CGS
 FE0657  HISTORY     - 1959     GOOD             CGS
 FE0657  HISTORY     - 1961     GOOD             TNHD
 FE0657  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0657
 FE0657                          STATION DESCRIPTION
 FE0657
 FE0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0657'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF CEDAR GROVE, ABOUT
 FE0657'5.0 MILES SOUTHEAST OF SPRING CREEK, 47 FEET SOUTHWEST OF
 FE0657'THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH OF A WIRE FENCE. THE
 FE0657'MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FE0657'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LAW
 FE0657'1959.
 FE0657'
 FE0657'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0657'BELOW THE SURFACE OF THE GROUND AND IS STAMPED LAW 1959.
 FE0657'
 FE0657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 FE0657'STATE HIGHWAY NO. 20, WHICH IS ABOUT 6.0 MILES NORTHEAST OF
 FE0657'JACKSON, GO EAST ON STATE HIGHWAY NO. 20 FOR 8.3 MILES TO THE
 FE0657'HENDERSON-MADISON COUNTY LINE, CONTINUE EAST ON STATE HIGHWAY
 FE0657'NO. 20 FOR 0.4 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A
 FE0657'WINDING GRAVELED ROAD FOR 1.65 MILES TO THE AZIMUTH MARK ON THE
 FE0657'RIGHT AS DESCRIBED, CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 0.35
 FE0657'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST FOR
 FE0657'0.35 MILE TO A CURVE IN THE GRAVELED ROAD AND THE STATION ON THE LEFT
 FE0657'AS DESCRIBED.
 FE0657'
 FE0657'REFERENCE MARK NO. 1 IS 56 FEET EAST-NORTHEAST OF THE CENTER OF THE
 FE0657'GRAVELED ROAD AND 45 FEET EAST-NORTHEAST OF THE CENTER OF A WIRE
 FE0657'GATE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FE0657'IS STAMPED LAW NO 1 1959.
 FE0657'
 FE0657'REFERENCE MARK NO. 2 IS 16 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 FE0657'GRAVELED ROAD AND 2 FEET WEST-SOUTHWEST OF A ROAD DITCH. THE MARK
 FE0657'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LAW NO 2
 FE0657'1959.
 FE0657'
 FE0657'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF A WHITE FARM HOUSE, 40 FEET
 FE0657'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET
 FE0657'EAST-NORTHEAST OF A POWERLINE POLE AND 1 FOOT WEST OF A WITNESS SIGN.
 FE0657'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0657'STAMPED LAW 1959.
 FE0657'
 FE0657'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE0657
 FE0657                          STATION RECOVERY (1959)
 FE0657
 FE0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0657'26 MI NE FROM JACKSON.
 FE0657'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0657'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0657'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0657'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 FE0657'THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95
 FE0657'MILES EAST ON HARTMAS LANE, THENCE 2.1 MILES NORTH ON LAW ROAD,
 FE0657'THENCE 2.0 MILES SOUTHEAST ALONG GURLEY CREEK ROAD.  IT IS 47
 FE0657'FEET SOUTHWEST OF THE CENTER OF GURLEY CREEK ROAD, 1 FOOT NORTH
 FE0657'OF A WIRE FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0657'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0657
 FE0657                          STATION RECOVERY (1961)
 FE0657
 FE0657'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0657'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE0657'THE TO-REACH FOR THE STATION, AND DESCRIPTION OF THE STATION,
 FE0657'AND THE AZIMUTH MARK ARE COMPLETELY ADEQUATE.
 FE0657'
 FE0657'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40,
 FE0657'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WOULD BE DESTROYED
 FE0657'BY CONSTRUCTION.
 FE0657'
 FE0657'A NEW REFERENCE MARK LAW NO 3 1959, AND REFERENCE MARK LAW NO 4
 FE0657'1959, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL
 FE0657'SURVEYS PARTY THIS DATE. SEE DESCRIPTION OF THE NEW REFERENCE MARKS
 FE0657'BELOW.
 FE0657'
 FE0657'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0657'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0657'OLD REFERENCE MARK LAW NO 1 1959, AND REFERENCE MARK LAW NO 2 1959
 FE0657'WERE DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 FE0657'AND GEODETIC SURVEY OFFICE.
 FE0657'
 FE0657'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED LAW NO 3 1959, SET
 FE0657'IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS 25
 FE0657'FEET SOUTHWEST OF AN EAST-WEST FENCE AND IS ABOUT THE SAME ELEVATION
 FE0657'AS THE STATION.
 FE0657'
 FE0657'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED LAW NO 4 1959, SET
 FE0657'IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 FE0657'IT IS 110 FEET NORTHEAST OF A FENCE AND 100 FEET NORTHEAST
 FE0657'OF THE CENTER OF A GRAVELED ROAD.
 FE0657
 FE0657                          STATION RECOVERY (2002)
 FE0657
 FE0657'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0929 ***********************************************************************
 FD0929  DESIGNATION -  LAW AZ MK
 FD0929  PID         -  FD0929
 FD0929  STATE/COUNTY-  TN/LAWRENCE
 FD0929  USGS QUAD   -  SUMMERTOWN (1976)
 FD0929
 FD0929                         *CURRENT SURVEY CONTROL
 FD0929  ___________________________________________________________________
 FD0929* NAD 83(1986)-  35 23 03.     (N)    087 16 27.     (W)     SCALED    
 FD0929* NAVD 88     -       296.888  (meters)     974.04   (feet)  ADJUSTED  
 FD0929  ___________________________________________________________________
 FD0929  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0929  DYNAMIC HT  -         296.611 (meters)     973.13  (feet)  COMP
 FD0929  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FD0929
 FD0929  VERT ORDER  -  FIRST     CLASS II
 FD0929
 FD0929.The horizontal coordinates were scaled from a topographic map and have
 FD0929.an estimated accuracy of +/- 6 seconds.
 FD0929
 FD0929.The orthometric height was determined by differential leveling
 FD0929.and adjusted by the National Geodetic Survey in June 1991..
 FD0929
 FD0929.The geoid height was determined by GEOID03.
 FD0929
 FD0929.The dynamic height is computed by dividing the NAVD 88
 FD0929.geopotential number by the normal gravity value computed on the
 FD0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0929.degrees latitude (g = 980.6199 gals.).
 FD0929
 FD0929.The modeled gravity was interpolated from observed gravity values.
 FD0929
 FD0929;                    North         East    Units  Estimated Accuracy
 FD0929;SPC TN       -   117,340.      484,240.      MT  (+/- 180 meters Scaled)
 FD0929
 FD0929                          SUPERSEDED SURVEY CONTROL
 FD0929
 FD0929  NGVD 29 (??/??/92)  296.854  (m)          973.93   (f) ADJ UNCH    1 2
 FD0929
 FD0929.Superseded values are not recommended for survey control.
 FD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0929.See file dsdata.txt to determine how the superseded data were derived.
 FD0929
 FD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE750156(NAD 83)
 FD0929_MARKER: DD = SURVEY DISK
 FD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0929_STAMPING: LAW AZI 1962
 FD0929_MARK LOGO: TNHD  
 FD0929_PROJECTION: FLUSH
 FD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0929+STABILITY: SURFACE MOTION
 FD0929
 FD0929  HISTORY     - Date     Condition        Report By
 FD0929  HISTORY     - 1962     MONUMENTED       TNHD
 FD0929  HISTORY     - 1983     GOOD             NGS
 FD0929
 FD0929                          STATION DESCRIPTION
 FD0929
 FD0929'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0929'10 MI N FROM LAWRENCEBURG.
 FD0929'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0929'IN LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 10.1 MILES TO A
 FD0929'CONCRETE BRIDGE, CONTINUE NORTH FOR 0.8 MILE TO THE MARK ON THE
 FD0929'RIGHT.  THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTERLINE OF
 FD0929'U.S. HIGHWAY 43, 27 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND
 FD0929'21 FEET WEST OF A 20-INCH OAK TREE.  THE MARK IS A STANDARD
 FD0929'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0929'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0929
 FD0929                          STATION RECOVERY (1983)
 FD0929
 FD0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0929'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.1 KM
 FD0929'(10.6 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF U.S.
 FD0929'HIGHWAY 64 IN LAWRENCEBURG TO THE MARK ON THE RIGHT, 1.3 KM (0.8 MI)
 FD0929'NORTH ALONG HIGHWAY 43 FROM A CONCRETE BRIDGE, 14.23 METERS (46.7 FT)
 FD0929'EAST OF THE CENTERLINE OF THE HIGHWAY, 33.28 METERS (109.2 FT)
 FD0929'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE LEVEL HOUSE, 8.02 METERS
 FD0929'(26.3 FT) SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE
 FD0929'HOUSE, AND 7.22 METERS (23.7 FT) SOUTHEAST OF A 2.0 FOOT DIAMETER
 FD0929'CULVERT UNDER THE DRIVEWAY.
 FD0929'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD0929'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0928 ***********************************************************************
 FD0928  DESIGNATION -  LAW RM 1
 FD0928  PID         -  FD0928
 FD0928  STATE/COUNTY-  TN/LAWRENCE
 FD0928  USGS QUAD   -  SUMMERTOWN (1976)
 FD0928
 FD0928                         *CURRENT SURVEY CONTROL
 FD0928  ___________________________________________________________________
 FD0928* NAD 83(1986)-  35 22 37.     (N)    087 16 25.     (W)     SCALED    
 FD0928* NAVD 88     -       305.833  (meters)    1003.39   (feet)  ADJUSTED  
 FD0928  ___________________________________________________________________
 FD0928  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0928  DYNAMIC HT  -         305.548 (meters)    1002.45  (feet)  COMP
 FD0928  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FD0928
 FD0928  VERT ORDER  -  FIRST     CLASS II
 FD0928
 FD0928.The horizontal coordinates were scaled from a topographic map and have
 FD0928.an estimated accuracy of +/- 6 seconds.
 FD0928
 FD0928.The orthometric height was determined by differential leveling
 FD0928.and adjusted by the National Geodetic Survey in June 1991..
 FD0928
 FD0928.The geoid height was determined by GEOID03.
 FD0928
 FD0928.The dynamic height is computed by dividing the NAVD 88
 FD0928.geopotential number by the normal gravity value computed on the
 FD0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0928.degrees latitude (g = 980.6199 gals.).
 FD0928
 FD0928.The modeled gravity was interpolated from observed gravity values.
 FD0928
 FD0928;                    North         East    Units  Estimated Accuracy
 FD0928;SPC TN       -   116,540.      484,280.      MT  (+/- 180 meters Scaled)
 FD0928
 FD0928                          SUPERSEDED SURVEY CONTROL
 FD0928
 FD0928  NGVD 29 (??/??/92)  305.793  (m)         1003.26   (f) ADJ UNCH    1 2
 FD0928
 FD0928.Superseded values are not recommended for survey control.
 FD0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0928.See file dsdata.txt to determine how the superseded data were derived.
 FD0928
 FD0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE751148(NAD 83)
 FD0928_MARKER: DD = SURVEY DISK
 FD0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0928_STAMPING: LAW RM 1 1962
 FD0928_MARK LOGO: TNHD  
 FD0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0928+STABILITY: SURFACE MOTION
 FD0928
 FD0928  HISTORY     - Date     Condition        Report By
 FD0928  HISTORY     - 1962     MONUMENTED       TNHD
 FD0928  HISTORY     - 1983     GOOD             NGS
 FD0928
 FD0928                          STATION DESCRIPTION
 FD0928
 FD0928'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0928'10 MI N FROM LAWRENCEBURG.
 FD0928'THIS MARK IS LOCATED AT THE LAW 1962 STATION SITE, 43 FEET WEST
 FD0928'OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 87 FEET NORTHEAST
 FD0928'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0928'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0928'THE GROUND.
 FD0928
 FD0928                          STATION RECOVERY (1983)
 FD0928
 FD0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0928'RECOVERED IN GOOD CONDITION.
 FD0928'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0658 ***********************************************************************
 FE0658  DESIGNATION -  LAW RM 1
 FE0658  PID         -  FE0658
 FE0658  STATE/COUNTY-  TN/HENDERSON
 FE0658  USGS QUAD   -  JUNO (1980)
 FE0658
 FE0658                         *CURRENT SURVEY CONTROL
 FE0658  ___________________________________________________________________
 FE0658* NAD 83(1986)-  35 43 42.     (N)    088 35 59.     (W)     SCALED    
 FE0658* NAVD 88     -       168.141  (meters)     551.64   (feet)  ADJUSTED  
 FE0658  ___________________________________________________________________
 FE0658  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0658  DYNAMIC HT  -         167.991 (meters)     551.15  (feet)  COMP
 FE0658  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0658
 FE0658  VERT ORDER  -  SECOND    CLASS 0
 FE0658
 FE0658.The horizontal coordinates were scaled from a topographic map and have
 FE0658.an estimated accuracy of +/- 6 seconds.
 FE0658
 FE0658.The orthometric height was determined by differential leveling
 FE0658.and adjusted by the National Geodetic Survey in June 1991..
 FE0658
 FE0658.The geoid height was determined by GEOID03.
 FE0658
 FE0658.The dynamic height is computed by dividing the NAVD 88
 FE0658.geopotential number by the normal gravity value computed on the
 FE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0658.degrees latitude (g = 980.6199 gals.).
 FE0658
 FE0658.The modeled gravity was interpolated from observed gravity values.
 FE0658
 FE0658;                    North         East    Units  Estimated Accuracy
 FE0658;SPC TN       -   157,900.      364,840.      MT  (+/- 180 meters Scaled)
 FE0658
 FE0658                          SUPERSEDED SURVEY CONTROL
 FE0658
 FE0658  NGVD 29 (??/??/??)  168.169  (m)          551.73   (f) ADJUSTED    2 0
 FE0658
 FE0658.Superseded values are not recommended for survey control.
 FE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0658.See file dsdata.txt to determine how the superseded data were derived.
 FE0658
 FE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553549(NAD 83)
 FE0658_MARKER: DR = REFERENCE MARK DISK
 FE0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0658_STAMPING: LAW NO 1 1959
 FE0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0658+STABILITY: SURFACE MOTION
 FE0658
 FE0658  HISTORY     - Date     Condition        Report By
 FE0658  HISTORY     - 1959     MONUMENTED       CGS
 FE0658  HISTORY     - 1959     GOOD             CGS
 FE0658
 FE0658                          STATION DESCRIPTION
 FE0658
 FE0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0658'26 MI NE FROM JACKSON.
 FE0658'IT IS LOCATED AT THE LAW 1959 STATION SITE, 107.8 FEET NORTHEAST
 FE0658'OF THE STATION MARK, 56 FEET EAST-NORTHEAST OF THE CENTER OF
 FE0658'GURLEY CREEK ROAD, 45 FEET EAST-NORTHEAST OF THE CENTER OF A WIRE
 FE0658'GATE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FE0658'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0926 ***********************************************************************
 FD0926  DESIGNATION -  LAW RM 2
 FD0926  PID         -  FD0926
 FD0926  STATE/COUNTY-  TN/LAWRENCE
 FD0926  USGS QUAD   -  SUMMERTOWN (1976)
 FD0926
 FD0926                         *CURRENT SURVEY CONTROL
 FD0926  ___________________________________________________________________
 FD0926* NAD 83(1986)-  35 22 37.     (N)    087 16 25.     (W)     SCALED    
 FD0926* NAVD 88     -       306.868  (meters)    1006.78   (feet)  ADJUSTED  
 FD0926  ___________________________________________________________________
 FD0926  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0926  DYNAMIC HT  -         306.582 (meters)    1005.84  (feet)  COMP
 FD0926  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FD0926
 FD0926  VERT ORDER  -  FIRST     CLASS II
 FD0926
 FD0926.The horizontal coordinates were scaled from a topographic map and have
 FD0926.an estimated accuracy of +/- 6 seconds.
 FD0926
 FD0926.The orthometric height was determined by differential leveling
 FD0926.and adjusted by the National Geodetic Survey in June 1991..
 FD0926
 FD0926.The geoid height was determined by GEOID03.
 FD0926
 FD0926.The dynamic height is computed by dividing the NAVD 88
 FD0926.geopotential number by the normal gravity value computed on the
 FD0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0926.degrees latitude (g = 980.6199 gals.).
 FD0926
 FD0926.The modeled gravity was interpolated from observed gravity values.
 FD0926
 FD0926;                    North         East    Units  Estimated Accuracy
 FD0926;SPC TN       -   116,540.      484,280.      MT  (+/- 180 meters Scaled)
 FD0926
 FD0926                          SUPERSEDED SURVEY CONTROL
 FD0926
 FD0926  NGVD 29 (??/??/92)  306.833  (m)         1006.67   (f) ADJ UNCH    1 2
 FD0926
 FD0926.Superseded values are not recommended for survey control.
 FD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0926.See file dsdata.txt to determine how the superseded data were derived.
 FD0926
 FD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE751148(NAD 83)
 FD0926_MARKER: DD = SURVEY DISK
 FD0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0926_STAMPING: LAW RM 2 1962
 FD0926_MARK LOGO: TNHD  
 FD0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0926+STABILITY: SURFACE MOTION
 FD0926
 FD0926  HISTORY     - Date     Condition        Report By
 FD0926  HISTORY     - 1962     MONUMENTED       TNHD
 FD0926  HISTORY     - 1983     GOOD             NGS
 FD0926
 FD0926                          STATION DESCRIPTION
 FD0926
 FD0926'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0926'10 MI N FROM LAWRENCEBURG.
 FD0926'THIS MARK IS LOCATED AT THE LAW 1962 STATION SITE, 49 FEET WEST
 FD0926'OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 85 FEET SOUTHEAST OF THE
 FD0926'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0926'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0926'GROUND.
 FD0926
 FD0926                          STATION RECOVERY (1983)
 FD0926
 FD0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0926'RECOVERED IN GOOD CONDITION.
 FD0926'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FD0926'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0656 ***********************************************************************
 FE0656  DESIGNATION -  LAW RM 2
 FE0656  PID         -  FE0656
 FE0656  STATE/COUNTY-  TN/HENDERSON
 FE0656  USGS QUAD   -  JUNO (1980)
 FE0656
 FE0656                         *CURRENT SURVEY CONTROL
 FE0656  ___________________________________________________________________
 FE0656* NAD 83(1986)-  35 43 41.     (N)    088 35 59.     (W)     SCALED    
 FE0656* NAVD 88     -       169.234  (meters)     555.23   (feet)  ADJUSTED  
 FE0656  ___________________________________________________________________
 FE0656  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0656  DYNAMIC HT  -         169.084 (meters)     554.74  (feet)  COMP
 FE0656  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0656
 FE0656  VERT ORDER  -  SECOND    CLASS 0
 FE0656
 FE0656.The horizontal coordinates were scaled from a topographic map and have
 FE0656.an estimated accuracy of +/- 6 seconds.
 FE0656
 FE0656.The orthometric height was determined by differential leveling
 FE0656.and adjusted by the National Geodetic Survey in June 1991..
 FE0656
 FE0656.The geoid height was determined by GEOID03.
 FE0656
 FE0656.The dynamic height is computed by dividing the NAVD 88
 FE0656.geopotential number by the normal gravity value computed on the
 FE0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0656.degrees latitude (g = 980.6199 gals.).
 FE0656
 FE0656.The modeled gravity was interpolated from observed gravity values.
 FE0656
 FE0656;                    North         East    Units  Estimated Accuracy
 FE0656;SPC TN       -   157,870.      364,840.      MT  (+/- 180 meters Scaled)
 FE0656
 FE0656                          SUPERSEDED SURVEY CONTROL
 FE0656
 FE0656  NGVD 29 (??/??/??)  169.263  (m)          555.32   (f) ADJUSTED    2 0
 FE0656
 FE0656.Superseded values are not recommended for survey control.
 FE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0656.See file dsdata.txt to determine how the superseded data were derived.
 FE0656
 FE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553549(NAD 83)
 FE0656_MARKER: DR = REFERENCE MARK DISK
 FE0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0656_STAMPING: LAW NO 2 1959
 FE0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0656+STABILITY: SURFACE MOTION
 FE0656
 FE0656  HISTORY     - Date     Condition        Report By
 FE0656  HISTORY     - 1959     MONUMENTED       CGS
 FE0656  HISTORY     - 1959     GOOD             CGS
 FE0656
 FE0656                          STATION DESCRIPTION
 FE0656
 FE0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0656'26 MI NE FROM JACKSON.
 FE0656'IT IS LOCATED AT THE LAW 1959 STATION SITE, 89.1 FEET NORTH-NORTHWEST
 FE0656'OF THE STATION MARK, 16 FEET WEST-SOUTHWEST OF THE CENTER OF
 FE0656'GURLEY CREEK ROAD, 2 FEET WEST-SOUTHWEST OF A ROAD DITCH.  THE
 FE0656'MARK IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FE0656'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0659 ***********************************************************************
 FE0659  DESIGNATION -  LAW RM 3
 FE0659  PID         -  FE0659
 FE0659  STATE/COUNTY-  TN/HENDERSON
 FE0659  USGS QUAD   -  JUNO (1980)
 FE0659
 FE0659                         *CURRENT SURVEY CONTROL
 FE0659  ___________________________________________________________________
 FE0659* NAD 83(1986)-  35 43 41.     (N)    088 35 59.     (W)     SCALED    
 FE0659* NAVD 88     -       169.71   (+/-2cm)     556.8    (feet)  VERTCON   
 FE0659  ___________________________________________________________________
 FE0659  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0659
 FE0659  VERT ORDER  -  THIRD (See Below)
 FE0659
 FE0659.The horizontal coordinates were scaled from a topographic map and have
 FE0659.an estimated accuracy of +/- 6 seconds.
 FE0659
 FE0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0659.The vertical order pertains to the NGVD 29 superseded value.
 FE0659
 FE0659.The geoid height was determined by GEOID03.
 FE0659
 FE0659;                    North         East    Units  Estimated Accuracy
 FE0659;SPC TN       -   157,870.      364,840.      MT  (+/- 180 meters Scaled)
 FE0659
 FE0659                          SUPERSEDED SURVEY CONTROL
 FE0659
 FE0659  NGVD 29 (??/??/??)  169.74   (m)          556.9    (f) RESET       3  
 FE0659
 FE0659.Superseded values are not recommended for survey control.
 FE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0659.See file dsdata.txt to determine how the superseded data were derived.
 FE0659
 FE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553549(NAD 83)
 FE0659_MARKER: DR = REFERENCE MARK DISK
 FE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0659_STAMPING: LAW NO 3 1959
 FE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0659+STABILITY: SURFACE MOTION
 FE0659
 FE0659  HISTORY     - Date     Condition        Report By
 FE0659  HISTORY     - 1961     MONUMENTED       TNHD
 FE0659  HISTORY     - 1961     GOOD             CGS
 FE0659
 FE0659                          STATION DESCRIPTION
 FE0659
 FE0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE0659'3.6 MI N FROM JACKSON.
 FE0659'THIS MARK IS LOCATED 3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 FE0659'THE INTERSECTION OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85
 FE0659'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTHWEST
 FE0659'ALONG U.S. HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE
 FE0659'HIGHWAY 20, THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE
 FE0659'2.95 MILES EAST ON HARTMAS LANE, THENCE 2.1 MILES NORTH ON LAW
 FE0659'ROAD, THENCE 2.0 MILES SOUTHEAST ALONG GURLEY CREEK ROAD, IT IS
 FE0659'45.5 FEET SOUTHWEST OF STATION AND 25 FEET SOUTHWEST OF AN
 FE0659'EAST-WEST FENCE, AND IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FE0659'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0660 ***********************************************************************
 FE0660  DESIGNATION -  LAW RM 4
 FE0660  PID         -  FE0660
 FE0660  STATE/COUNTY-  TN/HENDERSON
 FE0660  USGS QUAD   -  JUNO (1980)
 FE0660
 FE0660                         *CURRENT SURVEY CONTROL
 FE0660  ___________________________________________________________________
 FE0660* NAD 83(1986)-  35 43 43.     (N)    088 35 58.     (W)     SCALED    
 FE0660* NAVD 88     -       168.04   (+/-2cm)     551.3    (feet)  VERTCON   
 FE0660  ___________________________________________________________________
 FE0660  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0660
 FE0660  VERT ORDER  -  THIRD (See Below)
 FE0660
 FE0660.The horizontal coordinates were scaled from a topographic map and have
 FE0660.an estimated accuracy of +/- 6 seconds.
 FE0660
 FE0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0660.The vertical order pertains to the NGVD 29 superseded value.
 FE0660
 FE0660.The geoid height was determined by GEOID03.
 FE0660
 FE0660;                    North         East    Units  Estimated Accuracy
 FE0660;SPC TN       -   157,930.      364,860.      MT  (+/- 180 meters Scaled)
 FE0660
 FE0660                          SUPERSEDED SURVEY CONTROL
 FE0660
 FE0660  NGVD 29 (??/??/??)  168.06   (m)          551.4    (f) RESET       3  
 FE0660
 FE0660.Superseded values are not recommended for survey control.
 FE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0660.See file dsdata.txt to determine how the superseded data were derived.
 FE0660
 FE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553550(NAD 83)
 FE0660_MARKER: DR = REFERENCE MARK DISK
 FE0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0660_STAMPING: LAW NO 4 1959
 FE0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0660+STABILITY: SURFACE MOTION
 FE0660
 FE0660  HISTORY     - Date     Condition        Report By
 FE0660  HISTORY     - 1961     MONUMENTED       TNHD
 FE0660  HISTORY     - 1961     GOOD             CGS
 FE0660
 FE0660                          STATION DESCRIPTION
 FE0660
 FE0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE0660'3.6 MI N FROM JACKSON.
 FE0660'THIS MARK IS LOCATED 3.65 MILES NORTH ALONG STATE HIGHWAY 20
 FE0660'FROM THE INTERSECTION OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85
 FE0660'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 40, THEN 0.55 MILE
 FE0660'SOUTHWEST ALONG U.S. HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG
 FE0660'STATE HIGHWAY 20, THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD,
 FE0660'THENCE 2.95 MILES EAST ON HARTMAS LANE, THENCE 2.1 MILES NORTH ON
 FE0660'LAW ROAD, THENCE 2.0 MILES SOUTHEAST ALONG GURLEY CREEK ROAD.
 FE0660'THIS MARK IS LOCATED AT THE LAW 1959 STATION SITE, 185.4 FEET
 FE0660'NORTHEAST OF STATION AND 110 FEET NORTHEAST OF A FENCE AND 100 FEET
 FE0660'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, AND SET IN TOP OF A
 FE0660'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0817 ***********************************************************************
 FD0817  DESIGNATION -  LAWRENCEBURG AZ MK RESET
 FD0817  PID         -  FD0817
 FD0817  STATE/COUNTY-  TN/LAWRENCE
 FD0817  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0817
 FD0817                         *CURRENT SURVEY CONTROL
 FD0817  ___________________________________________________________________
 FD0817* NAD 83(1986)-  35 14 27.     (N)    087 19 32.     (W)     SCALED    
 FD0817* NAVD 88     -       268.624  (meters)     881.31   (feet)  ADJUSTED  
 FD0817  ___________________________________________________________________
 FD0817  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0817  DYNAMIC HT  -         268.368 (meters)     880.47  (feet)  COMP
 FD0817  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 FD0817
 FD0817  VERT ORDER  -  FIRST     CLASS II
 FD0817
 FD0817.The horizontal coordinates were scaled from a topographic map and have
 FD0817.an estimated accuracy of +/- 6 seconds.
 FD0817
 FD0817.The orthometric height was determined by differential leveling
 FD0817.and adjusted by the National Geodetic Survey in June 1991..
 FD0817
 FD0817.The geoid height was determined by GEOID03.
 FD0817
 FD0817.The dynamic height is computed by dividing the NAVD 88
 FD0817.geopotential number by the normal gravity value computed on the
 FD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0817.degrees latitude (g = 980.6199 gals.).
 FD0817
 FD0817.The modeled gravity was interpolated from observed gravity values.
 FD0817
 FD0817;                    North         East    Units  Estimated Accuracy
 FD0817;SPC TN       -   101,510.      479,350.      MT  (+/- 180 meters Scaled)
 FD0817
 FD0817                          SUPERSEDED SURVEY CONTROL
 FD0817
 FD0817.No superseded survey control is available for this station.
 FD0817
 FD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD703998(NAD 83)
 FD0817_MARKER: DD = SURVEY DISK
 FD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0817_STAMPING: LAWRENCEBURG 1934 RESET 1962
 FD0817_MARK LOGO: CGS   
 FD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0817+STABILITY: SURFACE MOTION
 FD0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0817+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0817
 FD0817  HISTORY     - Date     Condition        Report By
 FD0817  HISTORY     - 1962     MONUMENTED       CGS
 FD0817  HISTORY     - 1962     GOOD             TNHD
 FD0817  HISTORY     - 1983     GOOD             NGS
 FD0817  HISTORY     - 20010226 GOOD             TNDT
 FD0817
 FD0817                          STATION DESCRIPTION
 FD0817
 FD0817'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0817'0.3 MI E FROM LAWRENCEBURG.
 FD0817'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0817'IN LAWRENCEBURG, GO EAST ON U.S. HIGHWAY 64 FOR 0.30 MILE NEAR
 FD0817'THE FORK FORMED BY EAST GAINES STREET AND PULASKI STREET, 47 FEET
 FD0817'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 27 FEET NORTHEAST
 FD0817'OF A POWERLINE POLE, 22 FEET SOUTH OF THE CENTERLINE OF ADMIRAL
 FD0817'CIRCLE AT POINT OF CURVE AND 1.9 FEET EAST OF A METAL WITNESS
 FD0817'POST.  IT IS A STANDARD DISK SET IN TOP OF A 12-INCH SQUARE,
 FD0817'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FD0817
 FD0817                          STATION RECOVERY (1983)
 FD0817
 FD0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0817'RECOVERED IN GOOD CONDITION.  NOTE, 8.2 METERS (27.0 FT) NORTHEAST OF
 FD0817'A GUYED POWERLINE POLE AND WITNESS POST.
 FD0817'THE MARK IS 1.5 M ABOVE HIGHWAY 64.
 FD0817
 FD0817                          STATION RECOVERY (2001)
 FD0817
 FD0817'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1544 ***********************************************************************
 FD1544  DESIGNATION -  LAWRENCEBURG CATHOLIC CH SPIRE
 FD1544  PID         -  FD1544
 FD1544  STATE/COUNTY-  TN/LAWRENCE
 FD1544  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1544
 FD1544                         *CURRENT SURVEY CONTROL
 FD1544  ___________________________________________________________________
 FD1544* NAD 83(1995)-  35 14 46.12817(N)    087 20 06.80177(W)     ADJUSTED  
 FD1544* NAVD 88     -                                                        
 FD1544  ___________________________________________________________________
 FD1544  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FD1544  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1544
 FD1544  HORZ ORDER  -  THIRD
 FD1544
 FD1544.The horizontal coordinates were established by classical geodetic methods
 FD1544.and adjusted by the National Geodetic Survey in April 1999..
 FD1544
 FD1544
 FD1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1544
 FD1544.The geoid height was determined by GEOID03.
 FD1544
 FD1544;                    North         East     Units Scale Factor Converg.
 FD1544;SPC TN       -   102,106.010   478,479.787   MT  1.00000068   -0 46 54.1
 FD1544;SPC TN       -   334,992.80  1,569,812.43   sFT  1.00000068   -0 46 54.1
 FD1544;UTM  16      - 3,900,391.841   469,502.200   MT  0.99961146   -0 11 36.4
 FD1544
 FD1544                          SUPERSEDED SURVEY CONTROL
 FD1544
 FD1544  NAD 83(1995)-  35 14 46.12906(N)    087 20 06.80285(W) AD(       ) 4
 FD1544  NAD 83(1995)-  35 14 46.13723(N)    087 20 06.80337(W) AD(       ) 4
 FD1544  NAD 83(1986)-  35 14 46.13940(N)    087 20 06.80301(W) AD(       ) 4
 FD1544  NAD 27      -  35 14 45.84700(N)    087 20 06.72900(W) AD(       ) 3
 FD1544
 FD1544.Superseded values are not recommended for survey control.
 FD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1544.See file dsdata.txt to determine how the superseded data were derived.
 FD1544
 FD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6950200392(NAD 83)
 FD1544_MARKER: 90 = CHURCH SPIRE
 FD1544
 FD1544  HISTORY     - Date     Condition        Report By
 FD1544  HISTORY     - 1934     FIRST OBSERVED   TNHD
 FD1544  HISTORY     - 1962     GOOD             TNHD
 FD1544  HISTORY     - 1973     GOOD             TVA
 FD1544
 FD1544                          STATION DESCRIPTION
 FD1544
 FD1544'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1544'THE STATION IS LOCATED ABOUT 0.3 MILE NORTHWEST OF DOWNTOWN
 FD1544'LAWRENCEBURG.
 FD1544'
 FD1544'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 43 AND 64
 FD1544'IN LAWRENCEBURG, GO
 FD1544'0.3 MILE WEST ON U S HIGHWAY 64 TO MAHR AVENUE ON
 FD1544'THE RIGHT, TURN RIGHT, AND GO 0.3
 FD1544'MILE NORTH ON MAHR AVENUE TO BERGER
 FD1544'STREET AND THE STATION ON THE LEFT.
 FD1544'
 FD1544'IT IS A RED BRICK BUILDING WITH A BLACK SPIRE.  THE OVER-ALL HEIGHT
 FD1544'IS ABOUT 100 FEET.  THE
 FD1544'CROSS AT THE TOP OF THE SPIRE WAS THE POINT
 FD1544'INTERSECTED.
 FD1544
 FD1544                          STATION RECOVERY (1973)
 FD1544
 FD1544'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (HEL)
 FD1544'LAWRENCEBURG CATHOLIC CHURCH SPIRE RECOVERED IN VERY GOOD CONDITION.
 FD1544'CHURCH LOCATED IN APPROX. CENTER OF BLOCK EAST-WEST.  WEST OF MAHR
 FD1544'AVE. ON THE NORTH SIDE BERGER STREET.  CROSS ON APEX OF SPIRE FACES
 FD1544'SOUTH.  BRICK BUILDING WITH SPIRE AND BELL HOUSE COVERED WITH
 FD1544'COPPER.  (NOT TO BE CONFUSED WITH CHURCH SPIRE 2 BLOCKS EAST).
 FD1544'
 FD1544'DISTANCE AND DIRECTION FROM NEAREST TOWN IN LAWRENCEBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1545 ***********************************************************************
 FD1545  DESIGNATION -  LAWRENCEBURG MUNICIPAL TANK
 FD1545  PID         -  FD1545
 FD1545  STATE/COUNTY-  TN/LAWRENCE
 FD1545  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1545
 FD1545                         *CURRENT SURVEY CONTROL
 FD1545  ___________________________________________________________________
 FD1545* NAD 83(1995)-  35 14 30.78601(N)    087 20 01.57285(W)     ADJUSTED  
 FD1545* NAVD 88     -                                                        
 FD1545  ___________________________________________________________________
 FD1545  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FD1545  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1545
 FD1545  HORZ ORDER  -  THIRD
 FD1545
 FD1545.The horizontal coordinates were established by classical geodetic methods
 FD1545.and adjusted by the National Geodetic Survey in April 1999..
 FD1545
 FD1545
 FD1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1545
 FD1545.The geoid height was determined by GEOID03.
 FD1545
 FD1545;                    North         East     Units Scale Factor Converg.
 FD1545;SPC TN       -   101,631.435   478,605.527   MT  1.00000144   -0 46 51.0
 FD1545;SPC TN       -   333,435.80  1,570,224.97   sFT  1.00000144   -0 46 51.0
 FD1545;UTM  16      - 3,899,918.767   469,632.755   MT  0.99961136   -0 11 33.3
 FD1545
 FD1545                          SUPERSEDED SURVEY CONTROL
 FD1545
 FD1545  NAD 83(1995)-  35 14 30.78687(N)    087 20 01.57392(W) AD(       ) 4
 FD1545  NAD 83(1995)-  35 14 30.79482(N)    087 20 01.57447(W) AD(       ) 4
 FD1545  NAD 83(1986)-  35 14 30.79712(N)    087 20 01.57414(W) AD(       ) 4
 FD1545  NAD 27      -  35 14 30.50000(N)    087 20 01.50000(W) AD(       ) 3
 FD1545
 FD1545.Superseded values are not recommended for survey control.
 FD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1545.See file dsdata.txt to determine how the superseded data were derived.
 FD1545
 FD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6963399919(NAD 83)
 FD1545_MARKER: 53 = ELEVATED TANK
 FD1545
 FD1545  HISTORY     - Date     Condition        Report By
 FD1545  HISTORY     - 1934     FIRST OBSERVED   TNHD
 FD1545  HISTORY     - 1962     GOOD             TNHD
 FD1545  HISTORY     - 1973     GOOD             TVA
 FD1545
 FD1545                          STATION DESCRIPTION
 FD1545
 FD1545'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1545'THE STATION IS LOCATED IN LAWRENCEBURG.
 FD1545'
 FD1545'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAYS 64 AND U S
 FD1545'HIGHWAY 43 IN
 FD1545'LAWRENCEBURG, GO 0.2 MILE WEST ON U S HIGHWAY 64 TO THE
 FD1545'STATION ON THE RIGHT.
 FD1545'
 FD1545'IT IS A 4 LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 FD1545'LETTERING
 FD1545'LAWRENCEBURG WELCOMES YOU ON THE SIDE OF THE TANK.  THE OVERALL
 FD1545'HEIGHT IS ABOUT
 FD1545'100 FEET.  THE POINT INTERSECTED WAS THE BELL ON THE
 FD1545'TOP.
 FD1545
 FD1545                          STATION RECOVERY (1973)
 FD1545
 FD1545'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (HEL)
 FD1545'LAWRENCEBURG WATER TANK RECOVERED IN GOOD CONDITION.  ON THE
 FD1545'NORTHSIDE OF GAINES STREET ONE BLOCK WEST OF THE L AND N RAILROAD.
 FD1545'LAWRENCEBURG FIRE DEPT., A BRICK BUILDING, BUILT BENEATH THE TANK.
 FD1545'K-34 MON. IS 4 FEET + OR - SOUTH OF THE S. E. LOG OF THE TANK.
 FD1545'
 FD1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN LAWRENCEBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0819 ***********************************************************************
 FD0819  DESIGNATION -  LAWRENCEBURG RESET
 FD0819  PID         -  FD0819
 FD0819  STATE/COUNTY-  TN/LAWRENCE
 FD0819  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0819
 FD0819                         *CURRENT SURVEY CONTROL
 FD0819  ___________________________________________________________________
 FD0819* NAD 83(1995)-  35 14 21.13413(N)    087 19 13.78754(W)     ADJUSTED  
 FD0819* NAVD 88     -       275.726  (meters)     904.61   (feet)  ADJUSTED  
 FD0819  ___________________________________________________________________
 FD0819  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FD0819  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0819  DYNAMIC HT  -         275.464 (meters)     903.75  (feet)  COMP
 FD0819  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0819
 FD0819  HORZ ORDER  -  THIRD
 FD0819  VERT ORDER  -  FIRST     CLASS II
 FD0819
 FD0819.The horizontal coordinates were established by classical geodetic methods
 FD0819.and adjusted by the National Geodetic Survey in April 1999..
 FD0819
 FD0819.The orthometric height was determined by differential leveling
 FD0819.and adjusted by the National Geodetic Survey in June 1991..
 FD0819
 FD0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0819
 FD0819.The geoid height was determined by GEOID03.
 FD0819
 FD0819.The dynamic height is computed by dividing the NAVD 88
 FD0819.geopotential number by the normal gravity value computed on the
 FD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0819.degrees latitude (g = 980.6199 gals.).
 FD0819
 FD0819.The modeled gravity was interpolated from observed gravity values.
 FD0819
 FD0819;                    North         East     Units Scale Factor Converg.
 FD0819;SPC TN       -   101,317.627   479,809.560   MT  1.00000192   -0 46 23.1
 FD0819;SPC TN       -   332,406.25  1,574,175.20   sFT  1.00000192   -0 46 23.1
 FD0819;UTM  16      - 3,899,617.453   470,839.474   MT  0.99961048   -0 11 05.7
 FD0819
 FD0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0819!SPC TN       -   0.99996107  x   1.00000192  =   0.99996299
 FD0819!UTM  16      -   0.99996107  x   0.99961048  =   0.99957156
 FD0819
 FD0819|---------------------------------------------------------------------|
 FD0819| PID    Reference Object                     Distance      Geod. Az  |
 FD0819|                                                           dddmmss.s |
 FD0819| FD0820 LAWRENCEBURG RM 1                    34.162 METERS 07316     |
 FD0819| FD0821 LAWRENCEBURG RM 3                    42.187 METERS 08044     |
 FD0819| CG6741 LAWRENCEBURG AZ MK                                 2793441.9 |
 FD0819| CG6742 LAWRENCEBURG AZ MK RESET                           2813557.6 |
 FD0819| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX. 1.2 KM 2835005.8 |
 FD0819| FD1544 LAWRENCEBURG CATHOLIC CH SPIRE      APPROX. 1.5 KM 2995321.6 |
 FD0819| CG6743 LAWRENCEBURG RM 2                    39.045 METERS 30200     |
 FD0819| FD0818 LAWRENCEBURG RM 4                    35.031 METERS 30555     |
 FD0819|---------------------------------------------------------------------|
 FD0819
 FD0819                          SUPERSEDED SURVEY CONTROL
 FD0819
 FD0819  NAD 83(1995)-  35 14 21.13495(N)    087 19 13.78846(W) AD(       ) 3
 FD0819  NAD 83(1995)-  35 14 21.14297(N)    087 19 13.78901(W) AD(       ) 3
 FD0819  NAD 83(1986)-  35 14 21.14513(N)    087 19 13.78869(W) AD(       ) 3
 FD0819  NAD 27      -  35 14 20.85200(N)    087 19 13.71500(W) AD(       ) 3
 FD0819  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG       
 FD0819
 FD0819.Superseded values are not recommended for survey control.
 FD0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0819.See file dsdata.txt to determine how the superseded data were derived.
 FD0819
 FD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7083999617(NAD 83)
 FD0819_MARKER: DD = SURVEY DISK
 FD0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0819_STAMPING: LAWRENCEBURG 1934 1962
 FD0819_MARK LOGO: CGS   
 FD0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0819+STABILITY: SURFACE MOTION
 FD0819
 FD0819  HISTORY     - Date     Condition        Report By
 FD0819  HISTORY     - 1934     MONUMENTED       CGS
 FD0819  HISTORY     - 1950     GOOD             CGS
 FD0819  HISTORY     - 1962     GOOD             TNHD
 FD0819  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FD0819  HISTORY     - 1962     GOOD             TNHD
 FD0819  HISTORY     - 1964     GOOD             CGS
 FD0819  HISTORY     - 1972     GOOD             NGS
 FD0819  HISTORY     - 1983     GOOD             NGS
 FD0819  HISTORY     - 20010226 POOR             TNDT
 FD0819
 FD0819                          STATION DESCRIPTION
 FD0819
 FD0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0819'ABOUT 0.85 MILE EAST OF LAWRENCEBURG, 18 FEET SOUTH OF CENTER LINE OF
 FD0819'U S ROUTE 64, AND
 FD0819'20 FEET EAST OF ENTRANCE TO MIAMI CEMETERY.  TO
 FD0819'REACH FROM LAWRENCEBURG, GO EAST
 FD0819'0.85 MILE ON U S ROUTE 64 TO
 FD0819'CEMETERY ON SOUTH SIDE OF ROAD AND STATION.
 FD0819'SURFACE AND UNDERGROUND
 FD0819'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FD0819'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 FD0819'NO 1 IS 25 FEET NORTH OF
 FD0819'CENTER LINE OF HIGHWAY AND 112.14 FEET FROM
 FD0819'STATION.  NO 2 IS
 FD0819'25 FEET NORTH OF CENTER
 FD0819'LINE OF HIGHWAY AND 128.10 FEET FROM STATION N 55 DEG W.
 FD0819'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 218.90 FEET.
 FD0819'AZIMUTH MARK IS ON
 FD0819'PROPERTY OF MERIDA HUCKABA, 9 YARDS NORTH OF
 FD0819'CENTER LINE OF HIGHWAY, AND 0.3 MILE
 FD0819'FROM STATION N 80 DEG 29 MIN W.
 FD0819
 FD0819                          STATION RECOVERY (1950)
 FD0819
 FD0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (MAH)
 FD0819'STATION WAS RECOVERED IN GOOD CONDITION.
 FD0819'
 FD0819'STATION IS LOCATED 0.85 MILE E OF LAWRENCEBURG.  THE DISK IS STAMPED
 FD0819'LAWRENCEBURG.
 FD0819'
 FD0819'MARKER IS SET 2 FEET W OF THE STATION.
 FD0819'
 FD0819'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION, BUT SIGNS
 FD0819'WERE NOT SET BY
 FD0819'THEM.
 FD0819'
 FD0819'AZIMUTH MARK WAS NOT FOUND.  RESIDENTS IN THE VICINITY CANNOT RECALL
 FD0819'ANY PERSON NAMED
 FD0819'MERIDA HUCKABA.  LOCATION  FALLS IN A
 FD0819'YARD WHICH HAS BEEN LANDSCAPED.
 FD0819'MARK HAS PROBABLY BEEN DESTROYED.
 FD0819
 FD0819                          STATION RECOVERY (1962)
 FD0819
 FD0819'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0819'THE STATION WAS RECOVED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD0819'THE DESCRIPTION IS
 FD0819'COMPLETELY ADEQUATE.
 FD0819
 FD0819                          STATION RECOVERY (1962)
 FD0819
 FD0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD0819'THE STATION AND ALL MARKS WERE RECOVERED.  THE SURFACE STATION MARK
 FD0819'WAS FOUND TILTED AND THE
 FD0819'OLD MARK WAS REMOVED AND A NEW SURFACE MARK
 FD0819'ESTABLISHED OVER THE ORIGINAL
 FD0819'UNDERGROUND MARK.  REFERENCE MARK NO 1
 FD0819'WAS FOUND IN FAIR CONDITION AND WAS IN NO WAY
 FD0819'DISTURBED.  REFERENCE
 FD0819'MARK NO 2 WAS FOUND IN A COMPLETELY DIFFERENT LOCATION THAN THE
 FD0819'ORIGINAL
 FD0819'DESCRIPTION GAVE, AND BEING IN A LAWN, THE MARK WAS
 FD0819'DESTROYED AND THE DISK
 FD0819'REMOVED.  THE ORIGINAL DESCRIPTION FOR THE
 FD0819'AZIMUTH MARK WAS IN ERROR FROM THE
 FD0819'STATION ABOUT 0.3 MILE AND WHEN
 FD0819'RECOVERED WAS FOUND BEHIND THE CORNER OF A STORE AND
 FD0819'OF NO FURTHER
 FD0819'VALUE.  THE MARK WAS DESTROYED AND THE DISK REMOVED.  A NEW REFERENCE
 FD0819'MARK NO 3,
 FD0819'REFERENCE MARK NO 4 AND AN AZIMUTH WERE ESTABLISHED AT AT
 FD0819'THE TIME OF THIS RECOVERY.  A
 FD0819'TRAVERSE TIE WAS MADE TO THIS STATION
 FD0819'BY TELLUROMETER AND ANGLE MEASUREMENTS FROM
 FD0819'TENNESSEE HIGHWAY CONTROL
 FD0819'SURVEY STATION SHOAL.  STATION LAWRENCEBURG WAS THEN OCCUPIED
 FD0819'AND THE REFERENCE
 FD0819'MARKS AND AZIMUTH MARK OUT IN USING STATION SHOAL AS THE
 FD0819'INITIAL.
 FD0819'
 FD0819'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD0819'
 FD0819'THE STATION IS ALONG THE SOUTH RIGHT-OF-WAY OF U S HIGHWAY 64 NEAR
 FD0819'THE ENTRANCE TO THE MIMOSA
 FD0819'CEMETERY AT LAWRENCEBURG.
 FD0819'
 FD0819'TO REACH FROM THE TRAFFIC LIGHT ONE BLOCK NORTH OF THE LAWRENCE
 FD0819'COUNTY COURTHOUSE
 FD0819'SQUARE IN LAWRENCEBURG, GO EAST ON U S HIGHWAY 64 FOR 0.25
 FD0819'MILE TO THE JUNCTION OF U S
 FD0819'HIGHWAY 43, HERE CONTINUE EAST ON U S
 FD0819'HIGHWAY 64 FOR 0.3 MILE TO THE AZIMUTH MARK ON
 FD0819'THE LEFT, CONTINUE
 FD0819'EAST ON U S HIGHWAY 64 FOR 0.3 MILE TO THE ENTRANCE TO THE MIMOSA
 FD0819'CEMETERY ON
 FD0819'THE RIGHT AND THE STATION.
 FD0819'
 FD0819'THE STATION IS 39 FEET EAST OF A TELEPHONE POLE, 21 FEET EAST OF THE
 FD0819'APPROXIMATE CENTER
 FD0819'OF THE CEMETERY DRIVE, 20 FEET SOUTH OF THE
 FD0819'APPROXIMATE CENTER OF U S HIGHWAY 64,
 FD0819'10 FEET NORTHWEST OF THE EAST
 FD0819'PIER OF THE CEMETERY GATE, 4.2 FEET NORTH OF A METAL
 FD0819'WITNESS POST AND
 FD0819'SIGN, AND DIRECTLY UNDER A TELEPHONE LINE.  IT IS A STANDARD DISK SET
 FD0819'IN THE TOP OF A
 FD0819'12-INCH, SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK
 FD0819'IS STAMPED LAWRENCEBURG 1934 1962.
 FD0819'
 FD0819'REFERENCE MARK NO 1 IS ACROSS THE HIGHWAY FROM THE STATION UNDER A
 FD0819'HEDGE, 30 FEET
 FD0819'WEST OF POWERLINE POLE NO 38, 29 FEET NORTH OF THE
 FD0819'APPROXIMATE CENTER OF U S HIGHWAY
 FD0819'64, AND 22 FEET WEST OF THE
 FD0819'APPROXIMATE CENTER OF AN ALLEY.  IT IS A STANDARD
 FD0819'DISK SET IN THE TOP
 FD0819'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 FD0819'THE DISK IS
 FD0819'STAMPED LAWRENCEBURG NO 1 1934.
 FD0819'
 FD0819'REFERENCE MARK NO 3 IS ACROSS THE HIGHWAY FROM THE STATION, 23 FEET
 FD0819'NORTH OF THE APPROXIMATE
 FD0819'CENTER OF U S HIGHWAY 64, 8 FEET EAST OF THE
 FD0819'APPROXIMATE CENTER OF AN ALLEY,
 FD0819'AND 2 FEET SOUTHEAST OF POWERLINE
 FD0819'POLE NO 38.  IT IS A STANDARD DISK SET IN THE TOP
 FD0819'OF A 12-INCH,
 FD0819'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED LAWRENCEBURG
 FD0819'NO 3 1934.
 FD0819'
 FD0819'REFERENCE MARK NO 4 IS AT THE SOUTH END OF THE MEDIAN STRIP OF
 FD0819'CAPERTON AVENUE, 31 FEET
 FD0819'WEST OF A FIRE HYDRANT IN THE NORTHEAST ANGLE, 28 FEET EAST
 FD0819'OF A POWERLINE POLE IN THE
 FD0819'NORTHWEST ANGLE, 3.8 FEET SOUTH OF A
 FD0819'REGULATORY SIGN KEEP OUT, AND 2.2 FEET NORTH
 FD0819'OF THE SOUTH EDGE OF THE
 FD0819'MEDIAN CURB.  IT IS A STANDARD DISK SET IN TNE TOP OF A
 FD0819'12-INCH,
 FD0819'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED LAWRENCEBURG
 FD0819'NO 4 1934.
 FD0819'
 FD0819'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY OF U S HIGHWAY 64
 FD0819'NEAR THE FORK FORMED BY
 FD0819'THE INTERSECTION OF EAST GAINS STREET AND PULASKI
 FD0819'STREET, 47 FEET NORTH OF THE
 FD0819'APPROXIMATE CENTER OF U S HIGHWAY 64, 27
 FD0819'FEET NORTHEAST OF A POWERLINE POLE, 22 FEET
 FD0819'SOUTH OF THE APPROXIMATE
 FD0819'CENTER OF ADMIRAL CIRCLE AT POINT OF CURVE, AND 1.9 FEET EAST
 FD0819'OF A METAL
 FD0819'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD0819'A 12-INCH, SQUARE, FLUSH
 FD0819'CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG 1934 RESET 1962.
 FD0819'
 FD0819'THE HORIZONTAL DISTANCE BETWEEN REFERENCE NO 1 AND REFERENCE MARK NO
 FD0819'3 IS 31.10 FEET
 FD0819
 FD0819                          STATION RECOVERY (1962)
 FD0819
 FD0819'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0819'0.6 MI E FROM LAWRENCEBURG.
 FD0819'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0819'LAWRENCEBURG, GO EAST ON U.S. HIGHWAY 64 FOR 0.55 MILE NEAR THE
 FD0819'MIMOSA CEMETERY AT LAWRENCEBURG.  THE STATION MARK IS 20 FEET
 FD0819'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 21 FEET EAST OF THE
 FD0819'CENTERLINE OF THE CEMETERY DRIVE, 39 FEET EAST OF A TELEPHONE POLE
 FD0819'AND 4.2 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0819'DISK SET IN TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0819'WITH THE GROUND.
 FD0819
 FD0819                          STATION RECOVERY (1964)
 FD0819
 FD0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD0819'STATION MARK AND 1962 AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 FD0819'DESCRIPTION READS MIAMI CEMETERY, SHOULD READ MIMOSA CEMETERY.
 FD0819
 FD0819                          STATION RECOVERY (1972)
 FD0819
 FD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD0819'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD0819'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FD0819'OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS, AND THE
 FD0819'VALUES OBTAINED THIS DATE CHECKED THE 1962 RECOVERY NOTE VALUES
 FD0819'WELL WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED
 FD0819'UPON THE REFERENCE MARKS AND SLOPE DISTANCES MEASURED.  WHEN
 FD0819'CUMPUTED AND REDUCED TO THE HORIZONTAL THE FOLLOWING
 FD0819'DISCREPANCIES WERE NOTED.  0.04 OF A FOOT FOR REFERENCE MARK NO.
 FD0819'1, 0.03 OF A FOOT FOR REFERENCE MARK NO. 3, AND 0.03 OF A
 FD0819'FOOT FOR REFERENCE MARK NO. 4.
 FD0819'
 FD0819'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD0819'
 FD0819'THE STATION IS LOCATED IN THE EASTERN SECTOR OF LAWRENCEBURG, ALONG
 FD0819'THE SOUTH RIGHT-OF-WAY OF U. S. HIGHWAY 64, AND NEAR THE ENTRANCE OF
 FD0819'THE MIMOSA CEMETERY.
 FD0819'
 FD0819'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH OF THE
 FD0819'LAWRENCE COUNTY COURTHOUSE SQUARE IN LAWRENCEBURG, GO EAST ON U. S.
 FD0819'HIGHWAY 64 FOR 0.25 OF A MILE TO THE JUNCTION OF U. S. HIGHWAY 43,
 FD0819'HERE CONTINUE EAST ON U. S. HIGHWAY 64 FOR 0.3 OF A MILE TO THE
 FD0819'AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON U. S. HIGHWAY 64 FOR
 FD0819'0.3 OF A MILE TO THE ENTRANCE INTO THE MIMOSA CEMETERY ON THE RIGHT
 FD0819'AND THE STATION AS DESCRIBED.
 FD0819'
 FD0819'THE STATION IS 39 FEET EAST OF A TELEPHONE POLE, 21 FEET EAST OF THE
 FD0819'APPROXIMATE CENTER OF THE CEMETERY DRIVE, 20 FEET SOUTH OF THE
 FD0819'APPROXIMATE CENTER OF U. S. HIGHWAY 64, 10 FEET NORTHWEST OF THE
 FD0819'EAST PIER OF THE CEMETERY ENTRANCE GATE, 4.2 FEET NORTH OF A METAL
 FD0819'WITNESS POST AND SIGN, AND DIRECTLY UNDER A TELEPHONE LINE.  IT IS A
 FD0819'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FD0819'MONUMENT AND THE DISK IS STAMPED LAWRENCEBURG 1934 1962.
 FD0819'
 FD0819'REFERENCE MARK NO. 1 IS ACROSS U. S. HIGHWAY 64 EAST-NORTHEAST OF THE
 FD0819'STATION, 30 FEET WEST OF POWERLINE POLE NO. 38, 29 FEET NORTH OF THE
 FD0819'APPROXIMATE CENTER OF U. S. HIGHWAY 64, 22 FEET WEST OF THE
 FD0819'APPROXIMATE CENTER OF AN ALLEY, AND DIRECTLY UNDER A LARGE HEDGE.
 FD0819'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FD0819'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG NO 1 1934.
 FD0819'
 FD0819'REFERENCE MARK NO. 3 IS ACROSS U. S. HIGHWAY 64 EAST OF THE STATION,
 FD0819'23 FEET NORTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 64, 8 FEET
 FD0819'EAST OF THE APPROXIMATE CENTER OF AN ALLEY, AND 2 FEET SOUTHEAST OF
 FD0819'POWERLINE POLE NO. 38.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0819'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG NO 3 1934.
 FD0819'
 FD0819'REFERENCE MARK NO. 4 IS ACROSS U. S. HIGHWAY 64 NORTHWEST OF THE
 FD0819'STATION, NEAR THE SOUTH END OF THE MEDIAN STRIP OF CAPERTON AVENUE,
 FD0819'31 FEET WEST OF A FIRE HYDRANT IN THE NORTHEAST ANGLE, 28 FEET EAST
 FD0819'OF A POWERLINE POLE IN THE NORTHWEST ANGLE, 3.8 FEET SOUTH OF A
 FD0819'REGULATORY SIGN KEEP RIGHT, AND 2.2 FEET NORTH OF THE SOUTH EDGE
 FD0819'OF THE MEDIAN CURB OF CAPERTON AVENUE.  IT IS A STANDARD DISK SET
 FD0819'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD0819'DISK IS STAMPED LAWRENCEBURG NO 4 1934.
 FD0819'
 FD0819'DUE TO THE DENSE HEDGE ON LINE BETWEEN THE REFERENCE MARKS, THEY
 FD0819'COULD NOT BE MEASURED BETWEEN.
 FD0819'
 FD0819'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY OF U. S. HIGHWAY 64
 FD0819'WEST OF THE STATION, NEAR A FORK FORMED BY THE INTERSECTION OF EAST
 FD0819'GAINES STREET AND PULASKI STREET, 47 FEET NORTH OF THE APPROXIMATE
 FD0819'CENTER OF U. S. HIGHWAY 64, 22 FEET NORTHEAST OF A POWERLINE POLE,
 FD0819'22 FEET SOUTH OF THE APPROXIMATE CENTER OF ADMIRAL CIRCLE AT POINT
 FD0819'OF CURVE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT
 FD0819'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FD0819'MONUMENT ABOUT 1 INCH BELOW THE SWARD AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG 1934 RESET 1962.
 FD0819'
 FD0819'NOTE--ALL MARKS AT THIS STATION ARE BENCH MARKS AND THE PUBLISHED
 FD0819'DESCRIPTIONS FOR THEM ARE COMPLETELY ADEQUATE.
 FD0819'
 FD0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT LAWRENCEBURG.
 FD0819
 FD0819                          STATION RECOVERY (1983)
 FD0819
 FD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0819'RECOVERED IN GOOD CONDITION.
 FD0819
 FD0819                          STATION RECOVERY (2001)
 FD0819
 FD0819'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0819'CONCRETE POST IS LEANING, DISTURBED BY EXTENSIVE GRADING IN THE
 FD0819'IMMEDIATE VICINITY OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0820 ***********************************************************************
 FD0820  DESIGNATION -  LAWRENCEBURG RM 1
 FD0820  PID         -  FD0820
 FD0820  STATE/COUNTY-  TN/LAWRENCE
 FD0820  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0820
 FD0820                         *CURRENT SURVEY CONTROL
 FD0820  ___________________________________________________________________
 FD0820* NAD 83(1986)-  35 14 21.     (N)    087 19 14.     (W)     SCALED    
 FD0820* NAVD 88     -       276.286  (meters)     906.45   (feet)  ADJUSTED  
 FD0820  ___________________________________________________________________
 FD0820  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0820  DYNAMIC HT  -         276.022 (meters)     905.58  (feet)  COMP
 FD0820  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0820
 FD0820  VERT ORDER  -  SECOND    CLASS 0
 FD0820
 FD0820.The horizontal coordinates were scaled from a topographic map and have
 FD0820.an estimated accuracy of +/- 6 seconds.
 FD0820
 FD0820.The orthometric height was determined by differential leveling
 FD0820.and adjusted by the National Geodetic Survey in June 1991..
 FD0820
 FD0820.The geoid height was determined by GEOID03.
 FD0820
 FD0820.The dynamic height is computed by dividing the NAVD 88
 FD0820.geopotential number by the normal gravity value computed on the
 FD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0820.degrees latitude (g = 980.6199 gals.).
 FD0820
 FD0820.The modeled gravity was interpolated from observed gravity values.
 FD0820
 FD0820;                    North         East    Units  Estimated Accuracy
 FD0820;SPC TN       -   101,310.      479,800.      MT  (+/- 180 meters Scaled)
 FD0820
 FD0820                          SUPERSEDED SURVEY CONTROL
 FD0820
 FD0820  NGVD 29 (??/??/92)  276.247  (m)          906.32   (f) ADJ UNCH    2 0
 FD0820
 FD0820.Superseded values are not recommended for survey control.
 FD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0820.See file dsdata.txt to determine how the superseded data were derived.
 FD0820
 FD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD708996(NAD 83)
 FD0820_MARKER: DD = SURVEY DISK
 FD0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0820_STAMPING: LAWRENCEBURG NO 1 1934
 FD0820_MARK LOGO: CGS   
 FD0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0820+STABILITY: SURFACE MOTION
 FD0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0820+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0820
 FD0820  HISTORY     - Date     Condition        Report By
 FD0820  HISTORY     - 1934     MONUMENTED       CGS
 FD0820  HISTORY     - 1962     GOOD             TNHD
 FD0820  HISTORY     - 1983     GOOD             NGS
 FD0820  HISTORY     - 20010226 GOOD             TNDT
 FD0820
 FD0820                          STATION DESCRIPTION
 FD0820
 FD0820'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0820'0.6 MI E FROM LAWRENCEBURG.
 FD0820'THIS MARK IS LOCATED AT THE LAWRENCEBURG 1934 1962 STATION
 FD0820'SITE, 29 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 30
 FD0820'FEET WEST OF A POWERLINE POLE NO. 38, AND 22 FEET WEST OF THE
 FD0820'CENTERLINE OF AN ALLEY.  IT IS A STANDARD DISK SET IN TOP OF A
 FD0820'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12-INCHES ABOVE
 FD0820'THE GROUND.
 FD0820
 FD0820                          STATION RECOVERY (1983)
 FD0820
 FD0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0820'RECOVERED IN GOOD CONDITION.  NOTE, BENCH MARK IS LOCATED IN A HEDGE
 FD0820'ROW.  NOT LEVELED TO THIS SURVEY.
 FD0820
 FD0820                          STATION RECOVERY (2001)
 FD0820
 FD0820'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0821 ***********************************************************************
 FD0821  DESIGNATION -  LAWRENCEBURG RM 3
 FD0821  PID         -  FD0821
 FD0821  STATE/COUNTY-  TN/LAWRENCE
 FD0821  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0821
 FD0821                         *CURRENT SURVEY CONTROL
 FD0821  ___________________________________________________________________
 FD0821* NAD 83(1986)-  35 14 21.     (N)    087 19 14.     (W)     SCALED    
 FD0821* NAVD 88     -       275.830  (meters)     904.95   (feet)  ADJUSTED  
 FD0821  ___________________________________________________________________
 FD0821  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0821  DYNAMIC HT  -         275.567 (meters)     904.09  (feet)  COMP
 FD0821  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0821
 FD0821  VERT ORDER  -  SECOND    CLASS 0
 FD0821
 FD0821.The horizontal coordinates were scaled from a topographic map and have
 FD0821.an estimated accuracy of +/- 6 seconds.
 FD0821
 FD0821.The orthometric height was determined by differential leveling
 FD0821.and adjusted by the National Geodetic Survey in June 1991..
 FD0821
 FD0821.The geoid height was determined by GEOID03.
 FD0821
 FD0821.The dynamic height is computed by dividing the NAVD 88
 FD0821.geopotential number by the normal gravity value computed on the
 FD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0821.degrees latitude (g = 980.6199 gals.).
 FD0821
 FD0821.The modeled gravity was interpolated from observed gravity values.
 FD0821
 FD0821;                    North         East    Units  Estimated Accuracy
 FD0821;SPC TN       -   101,310.      479,800.      MT  (+/- 180 meters Scaled)
 FD0821
 FD0821                          SUPERSEDED SURVEY CONTROL
 FD0821
 FD0821  NGVD 29 (??/??/92)  275.791  (m)          904.82   (f) ADJ UNCH    2 0
 FD0821
 FD0821.Superseded values are not recommended for survey control.
 FD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0821.See file dsdata.txt to determine how the superseded data were derived.
 FD0821
 FD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD708996(NAD 83)
 FD0821_MARKER: DD = SURVEY DISK
 FD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0821_STAMPING: LAWRENCEBURG NO 3 1934
 FD0821_MARK LOGO: CGS   
 FD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0821+STABILITY: SURFACE MOTION
 FD0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0821+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0821
 FD0821  HISTORY     - Date     Condition        Report By
 FD0821  HISTORY     - 1962     MONUMENTED       CGS
 FD0821  HISTORY     - 1962     GOOD             TNHD
 FD0821  HISTORY     - 1983     GOOD             NGS
 FD0821  HISTORY     - 20010226 GOOD             TNDT
 FD0821
 FD0821                          STATION DESCRIPTION
 FD0821
 FD0821'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0821'0.6 MI E FROM LAWRENCEBURG.
 FD0821'THIS MARK IS LOCATED AT THE LAWRENCEBURG 1934 1962 STATION SITE,
 FD0821'23 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 8 FEET
 FD0821'EAST OF THE CENTERLINE OF AN ALLEY AND 2 FEET SOUTHEAST OF
 FD0821'POWERLINE POLE NO. 38.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD0821'A 12-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0821
 FD0821                          STATION RECOVERY (1983)
 FD0821
 FD0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0821'RECOVERED IN GOOD CONDITION.  NOTE, 0.91 METERS (3.0 FT) SOUTH OF
 FD0821'POWERLINE POLE NUMBER 38.  NOT LEVELED TO THIS SURVEY.
 FD0821
 FD0821                          STATION RECOVERY (2001)
 FD0821
 FD0821'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0818 ***********************************************************************
 FD0818  DESIGNATION -  LAWRENCEBURG RM 4
 FD0818  PID         -  FD0818
 FD0818  STATE/COUNTY-  TN/LAWRENCE
 FD0818  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0818
 FD0818                         *CURRENT SURVEY CONTROL
 FD0818  ___________________________________________________________________
 FD0818* NAD 83(1986)-  35 14 21.     (N)    087 19 14.     (W)     SCALED    
 FD0818* NAVD 88     -       275.281  (meters)     903.15   (feet)  POSTED    
 FD0818  ___________________________________________________________________
 FD0818  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0818  DYNAMIC HT  -         275.020 (meters)     902.29  (feet)  COMP
 FD0818  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0818
 FD0818  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FD0818
 FD0818.The horizontal coordinates were scaled from a topographic map and have
 FD0818.an estimated accuracy of +/- 6 seconds.
 FD0818
 FD0818.The orthometric height was determined by differential leveling
 FD0818.and adjusted by the National Geodetic Survey in 1992..
 FD0818.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FD0818.rate of 3.1 thru 4.0 mm/km.
 FD0818
 FD0818.The geoid height was determined by GEOID03.
 FD0818
 FD0818.The dynamic height is computed by dividing the NAVD 88
 FD0818.geopotential number by the normal gravity value computed on the
 FD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0818.degrees latitude (g = 980.6199 gals.).
 FD0818
 FD0818.The modeled gravity was interpolated from observed gravity values.
 FD0818
 FD0818;                    North         East    Units  Estimated Accuracy
 FD0818;SPC TN       -   101,310.      479,800.      MT  (+/- 180 meters Scaled)
 FD0818
 FD0818                          SUPERSEDED SURVEY CONTROL
 FD0818
 FD0818  NGVD 29 (??/??/92)  275.242  (m)          903.02   (f) ADJ UNCH    2 0
 FD0818
 FD0818.Superseded values are not recommended for survey control.
 FD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0818.See file dsdata.txt to determine how the superseded data were derived.
 FD0818
 FD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD708996(NAD 83)
 FD0818_MARKER: DD = SURVEY DISK
 FD0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0818_STAMPING: LAWRENCEBURG NO 4 1934
 FD0818_MARK LOGO: CGS   
 FD0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0818+STABILITY: SURFACE MOTION
 FD0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0818+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0818
 FD0818  HISTORY     - Date     Condition        Report By
 FD0818  HISTORY     - 1962     MONUMENTED       CGS
 FD0818  HISTORY     - 1962     GOOD             TNHD
 FD0818  HISTORY     - 1983     GOOD             NGS
 FD0818  HISTORY     - 20010226 GOOD             TNDT
 FD0818
 FD0818                          STATION DESCRIPTION
 FD0818
 FD0818'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0818'0.6 MI E FROM LAWRENCEBURG.
 FD0818'THIS MARK IS LOCATED AT THE LAWRENCEBURG 1934 1962 STATION SITE,
 FD0818'IN THE SOUTH END OF THE MEDIAN STRIP OF CAPERTON AVENUE, 31 FEET
 FD0818'WEST OF A FIRE HYDRANT IN THE NORTHEAST ANGLE, 28 FEET EAST OF A
 FD0818'POWERLINE POLE IN THE NORTHWEST ANGLE, 3.8 FEET SOUTH OF A
 FD0818'REGULATORY SIGN KEEP RIGHT, AND 2.2 FEET NORTH OF THE SOUTH EDGE
 FD0818'OF THE MEDIAN CURB.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0818'12-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0818
 FD0818                          STATION RECOVERY (1983)
 FD0818
 FD0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0818'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 FD0818
 FD0818                          STATION RECOVERY (2001)
 FD0818
 FD0818'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1440 ***********************************************************************
 FC1440  DESIGNATION -  LAY
 FC1440  PID         -  FC1440
 FC1440  STATE/COUNTY-  TN/MARION
 FC1440  USGS QUAD   -  SEQUATCHIE (1982)
 FC1440
 FC1440                         *CURRENT SURVEY CONTROL
 FC1440  ___________________________________________________________________
 FC1440* NAD 83(1995)-  35 01 20.06306(N)    085 32 42.71653(W)     ADJUSTED  
 FC1440* NAVD 88     -       188.076  (meters)     617.05   (feet)  ADJUSTED  
 FC1440  ___________________________________________________________________
 FC1440  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FC1440  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1440  DYNAMIC HT  -         187.892 (meters)     616.44  (feet)  COMP
 FC1440  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1440
 FC1440  HORZ ORDER  -  SECOND
 FC1440  VERT ORDER  -  SECOND    CLASS 0
 FC1440
 FC1440.The horizontal coordinates were established by classical geodetic methods
 FC1440.and adjusted by the National Geodetic Survey in April 1999..
 FC1440
 FC1440.The orthometric height was determined by differential leveling
 FC1440.and adjusted by the National Geodetic Survey in June 1991..
 FC1440
 FC1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1440
 FC1440.The geoid height was determined by GEOID03.
 FC1440
 FC1440.The dynamic height is computed by dividing the NAVD 88
 FC1440.geopotential number by the normal gravity value computed on the
 FC1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1440.degrees latitude (g = 980.6199 gals.).
 FC1440
 FC1440.The modeled gravity was interpolated from observed gravity values.
 FC1440
 FC1440;                    North         East     Units Scale Factor Converg.
 FC1440;SPC TN       -    76,531.995   641,508.554   MT  1.00004800   +0 15 58.5
 FC1440;SPC TN       -   251,088.72  2,104,682.65   sFT  1.00004800   +0 15 58.5
 FC1440;UTM  16      - 3,876,476.493   632,721.976   MT  0.99981710   +0 50 06.1
 FC1440
 FC1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1440!SPC TN       -   0.99997505  x   1.00004800  =   1.00002305
 FC1440!UTM  16      -   0.99997505  x   0.99981710  =   0.99979215
 FC1440
 FC1440|---------------------------------------------------------------------|
 FC1440| PID    Reference Object                     Distance      Geod. Az  |
 FC1440|                                                           dddmmss.s |
 FC1440| FC1439 LAY RM 1                              9.845 METERS 15453     |
 FC1440| FC1441 LAY RM 2                              9.696 METERS 29800     |
 FC1440| FC1444 HALE                                APPROX. 0.8 KM 3380155.3 |
 FC1440|---------------------------------------------------------------------|
 FC1440
 FC1440                          SUPERSEDED SURVEY CONTROL
 FC1440
 FC1440  NAD 83(1995)-  35 01 20.06326(N)    085 32 42.71660(W) AD(       ) 2
 FC1440  NAD 83(1995)-  35 01 20.06362(N)    085 32 42.71815(W) AD(       ) 2
 FC1440  NAD 83(1995)-  35 01 20.06481(N)    085 32 42.71586(W) AD(       ) 2
 FC1440  NAD 83(1986)-  35 01 20.06507(N)    085 32 42.71569(W) AD(       ) 2
 FC1440  NAD 27      -  35 01 19.78880(N)    085 32 42.84630(W) AD(       ) 2
 FC1440  NGVD 29 (??/??/92)  188.074  (m)          617.04   (f) ADJ UNCH    2 0
 FC1440
 FC1440.Superseded values are not recommended for survey control.
 FC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1440.See file dsdata.txt to determine how the superseded data were derived.
 FC1440
 FC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3272276476(NAD 83)
 FC1440_MARKER: DE = TRAVERSE STATION DISK
 FC1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1440_STAMPING: LAY 1962
 FC1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1440+STABILITY: SURFACE MOTION
 FC1440
 FC1440  HISTORY     - Date     Condition        Report By
 FC1440  HISTORY     - 1962     MONUMENTED       CGS
 FC1440  HISTORY     - 1962     GOOD             CGS
 FC1440
 FC1440                          STATION DESCRIPTION
 FC1440
 FC1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1440'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF GUILD AND 1/2 MILE
 FC1440'SOUTH OF THE BRIDGE OVER THE TENNESSEE RIVER.  THE PROPERTY IS
 FC1440'OWNED BY MR. J. D. LAY.
 FC1440'
 FC1440'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 134 AND U. S.
 FC1440'HIGHWAYS 41, 64 AND 72 AT GUILD, GO SOUTH ON STATE ROUTE 134
 FC1440'FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE 156, TURN RIGHT ON STATE
 FC1440'ROUTE 156 FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT, ON GRAVELED
 FC1440'ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 FC1440'
 FC1440'STATION IS 86 FEET NORTHEAST OF THE EAST RAIL OF TRACK, 31 FEET NORTH
 FC1440'OF A METAL WITNESS POST AND 15 FEET NORTH OF THE NORTHWEST
 FC1440'CORNER OF A BARN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 FC1440'SQUARE CONCRETE POST, WHICH PROJECTS 2-INCHES AND STAMPED LAY 1962
 FC1440'
 FC1440'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE SOUTHEAST CORNER OF BARN
 FC1440'AND 1.4 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 FC1440'DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 1-INCH AND STAMPED
 FC1440'LAY NO 1 1962.
 FC1440'
 FC1440'REFERENCE MARK NO. 2 IS 54 FEET NORTHEAST OF THE EAST RAIL OF TRACK
 FC1440'AND 22 FEET WEST OF NORTHWEST CORNER OF BARN.  THE MARK IS A
 FC1440'STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 2-INCHES
 FC1440'AND STAMPED LAY NO 2 1962.
 FC1440'
 FC1440'TRAVERSE STATION HALE WILL SERVE AS THE AZIMUTH MARK.  SEE
 FC1440'DESCRIPTION THEREOF.
 FC1440'
 FC1440'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 FC1440
 FC1440                          STATION RECOVERY (1962)
 FC1440
 FC1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1440'1.4 MI SW FROM GUILD.
 FC1440'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE ROUTE
 FC1440'134 AND U.S. HIGHWAYS 41-64-72 AT GUILD, GO SOUTH ON STATE
 FC1440'ROUTE 134 FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE 156,
 FC1440'TURN RIGHT ON STATE ROUTE 156 FOR 0.45 MILE TO A CROSSROAD,
 FC1440'TURN RIGHT ON A GRAVELED ROAD FOR 0.55 MILE TO THE MARK SET
 FC1440'NEAR AN OLD BARN, 86 FEET NORTHEAST OF THE EAST RAIL OF A
 FC1440'RAILROAD TRACK, 31 FEET NORTH OF A METAL WITNESS POST AND 15
 FC1440'FEET NORTH OF THE NORTHWEST CORNER OF THE OLD BARN.  A STANDARD
 FC1440'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2527 ***********************************************************************
 GA2527  DESIGNATION -  LAY
 GA2527  PID         -  GA2527
 GA2527  STATE/COUNTY-  TN/UNION
 GA2527  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2527
 GA2527                         *CURRENT SURVEY CONTROL
 GA2527  ___________________________________________________________________
 GA2527* NAD 83(1995)-  36 18 03.45604(N)    083 45 40.16477(W)     ADJUSTED  
 GA2527* NAVD 88     -       383.888  (meters)    1259.47   (feet)  ADJUSTED  
 GA2527  ___________________________________________________________________
 GA2527  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 GA2527  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2527  DYNAMIC HT  -         383.538 (meters)    1258.32  (feet)  COMP
 GA2527  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2527
 GA2527  HORZ ORDER  -  SECOND
 GA2527  VERT ORDER  -  SECOND    CLASS 0
 GA2527
 GA2527.The horizontal coordinates were established by classical geodetic methods
 GA2527.and adjusted by the National Geodetic Survey in April 1999..
 GA2527
 GA2527.The orthometric height was determined by differential leveling
 GA2527.and adjusted by the National Geodetic Survey in June 1991..
 GA2527
 GA2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2527
 GA2527.The geoid height was determined by GEOID03.
 GA2527
 GA2527.The dynamic height is computed by dividing the NAVD 88
 GA2527.geopotential number by the normal gravity value computed on the
 GA2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2527.degrees latitude (g = 980.6199 gals.).
 GA2527
 GA2527.The modeled gravity was interpolated from observed gravity values.
 GA2527
 GA2527;                    North         East     Units Scale Factor Converg.
 GA2527;SPC TN       -   220,609.300   801,071.317   MT  0.99998152   +1 18 38.5
 GA2527;SPC TN       -   723,782.35  2,628,181.48   sFT  0.99998152   +1 18 38.5
 GA2527;UTM  17      - 4,020,868.624   252,063.540   MT  1.00035747   -1 38 07.8
 GA2527
 GA2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2527!SPC TN       -   0.99994457  x   0.99998152  =   0.99992609
 GA2527!UTM  17      -   0.99994457  x   1.00035747  =   1.00030202
 GA2527
 GA2527:                Primary Azimuth Mark                     Grid Az
 GA2527:SPC TN       -  HUSTON                                   019 36 43.5
 GA2527:UTM  17      -  HUSTON                                   022 33 29.8
 GA2527
 GA2527|---------------------------------------------------------------------|
 GA2527| PID    Reference Object                     Distance      Geod. Az  |
 GA2527|                                                           dddmmss.s |
 GA2527| GA3563 HUSTON                              APPROX. 2.4 KM 0205522.0 |
 GA2527| GA2528 LAY RM 1                              4.258 METERS 06146     |
 GA2527| GA2526 LAY RM 2                              3.607 METERS 24052     |
 GA2527|---------------------------------------------------------------------|
 GA2527
 GA2527                          SUPERSEDED SURVEY CONTROL
 GA2527
 GA2527  NAD 83(1995)-  36 18 03.46004(N)    083 45 40.16643(W) AD(       ) 2
 GA2527  NAD 83(1995)-  36 18 03.46060(N)    083 45 40.16358(W) AD(       ) 2
 GA2527  NAD 83(1995)-  36 18 03.46409(N)    083 45 40.16615(W) AD(       ) 2
 GA2527  NAD 83(1986)-  36 18 03.46737(N)    083 45 40.16494(W) AD(       ) 2
 GA2527  NAD 27      -  36 18 03.17182(N)    083 45 40.48641(W) AD(       ) 2
 GA2527  NGVD 29 (??/??/92)  383.955  (m)         1259.69   (f) ADJ UNCH    2 0
 GA2527
 GA2527.Superseded values are not recommended for survey control.
 GA2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2527.See file dsdata.txt to determine how the superseded data were derived.
 GA2527
 GA2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5206420869(NAD 83)
 GA2527_MARKER: DD = SURVEY DISK
 GA2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2527_STAMPING: LAY 1964
 GA2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2527+STABILITY: SURFACE MOTION
 GA2527
 GA2527  HISTORY     - Date     Condition        Report By
 GA2527  HISTORY     - 1964     MONUMENTED       TNHD
 GA2527  HISTORY     - 1964     GOOD             TNHD
 GA2527
 GA2527                          STATION DESCRIPTION
 GA2527
 GA2527'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2527'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF MAYNARDVILLE.
 GA2527'
 GA2527'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2527'NORTHEASTERLY ON STATE
 GA2527'ROUTE 33 FOR 4.6 MILES TO THE STATION ON THE RIGHT.
 GA2527'
 GA2527'THE STATION IS 1 FOOT SOUTH OF AN EAST-WEST FENCE AND 3.6 FEET WEST
 GA2527'OF A WITNESS POST AND
 GA2527'SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2527'STANDARD TENNESSEE HIGHWAY
 GA2527'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA2527'LAY 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GA2527'INCHES BELOW THE SURFACE.
 GA2527'THE SURFACE DISK IS SET IN AN 8-INCH, SQUARE, FLUSH, CONCRETE
 GA2527'MONUMENT.
 GA2527'
 GA2527'REFERENCE MARK NO. 1 IS 26 FEET WEST OF A 4-INCH CEDAR TREE AND 1
 GA2527'FOOT SOUTH OF THE
 GA2527'EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2527'DEPARTMENT DISK SET IN A
 GA2527'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2527'AND THE DISK IS STAMPED LAY RM-1 1964.
 GA2527'
 GA2527'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE EAST-WEST FENCE.  THE
 GA2527'MARK IS A STANDARD
 GA2527'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 9-INCH, SQUARE,
 GA2527'FLUSH, CONCRETE MONUMENT
 GA2527'AND THE DISK IS STAMPED LAY RM-2 1964.
 GA2527'
 GA2527'TRAVERSE STATION HUSTON WILL SERVE AS THE AZIMUTH MARK, SEE
 GA2527'
 GA2527'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2527'
 GA2527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2527
 GA2527                          STATION RECOVERY (1964)
 GA2527
 GA2527'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2527'4.5 MI NE FROM MAYNARDVILLE.
 GA2527'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE
 GA2527'ROUTE 33 FOR 4.6 MILES TO THE MARK ON THE RIGHT.  THE STATION MARK
 GA2527'IS 3.6 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 GA2527'SOUTH OF AN EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE
 GA2527'HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH SQUARE, CONCRETE MONUMENT
 GA2527'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1439 ***********************************************************************
 FC1439  DESIGNATION -  LAY RM 1
 FC1439  PID         -  FC1439
 FC1439  STATE/COUNTY-  TN/MARION
 FC1439  USGS QUAD   -  SEQUATCHIE (1982)
 FC1439
 FC1439                         *CURRENT SURVEY CONTROL
 FC1439  ___________________________________________________________________
 FC1439* NAD 83(1986)-  35 01 19.     (N)    085 32 42.     (W)     SCALED    
 FC1439* NAVD 88     -       187.851  (meters)     616.31   (feet)  ADJUSTED  
 FC1439  ___________________________________________________________________
 FC1439  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1439  DYNAMIC HT  -         187.668 (meters)     615.71  (feet)  COMP
 FC1439  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1439
 FC1439  VERT ORDER  -  SECOND    CLASS 0
 FC1439
 FC1439.The horizontal coordinates were scaled from a topographic map and have
 FC1439.an estimated accuracy of +/- 6 seconds.
 FC1439
 FC1439.The orthometric height was determined by differential leveling
 FC1439.and adjusted by the National Geodetic Survey in June 1991..
 FC1439
 FC1439.The geoid height was determined by GEOID03.
 FC1439
 FC1439.The dynamic height is computed by dividing the NAVD 88
 FC1439.geopotential number by the normal gravity value computed on the
 FC1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1439.degrees latitude (g = 980.6199 gals.).
 FC1439
 FC1439.The modeled gravity was interpolated from observed gravity values.
 FC1439
 FC1439;                    North         East    Units  Estimated Accuracy
 FC1439;SPC TN       -    76,500.      641,530.      MT  (+/- 180 meters Scaled)
 FC1439
 FC1439                          SUPERSEDED SURVEY CONTROL
 FC1439
 FC1439  NGVD 29 (??/??/92)  187.849  (m)          616.30   (f) ADJ UNCH    2 0
 FC1439
 FC1439.Superseded values are not recommended for survey control.
 FC1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1439.See file dsdata.txt to determine how the superseded data were derived.
 FC1439
 FC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD327764(NAD 83)
 FC1439_MARKER: DR = REFERENCE MARK DISK
 FC1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1439_STAMPING: LAY NO 1 1962
 FC1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1439+STABILITY: SURFACE MOTION
 FC1439
 FC1439  HISTORY     - Date     Condition        Report By
 FC1439  HISTORY     - 1962     MONUMENTED       CGS
 FC1439
 FC1439                          STATION DESCRIPTION
 FC1439
 FC1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1439'1.4 MI SW FROM GUILD.
 FC1439'THE MARK IS LOCATED AT THE LAY STATION SITE, 32.30 FEET SOUTHEAST
 FC1439'OF THE STATION MARK, 15 FEET NORTH OF THE SOUTHEAST CORNER OF
 FC1439'THE BARN, AND 1.4 FEET WEST OF A METAL WITNESS POST.  A STANDARD
 FC1439'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2528 ***********************************************************************
 GA2528  DESIGNATION -  LAY RM 1
 GA2528  PID         -  GA2528
 GA2528  STATE/COUNTY-  TN/UNION
 GA2528  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2528
 GA2528                         *CURRENT SURVEY CONTROL
 GA2528  ___________________________________________________________________
 GA2528* NAD 83(1986)-  36 18 02.     (N)    083 45 40.     (W)     SCALED    
 GA2528* NAVD 88     -       384.452  (meters)    1261.32   (feet)  ADJUSTED  
 GA2528  ___________________________________________________________________
 GA2528  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2528  DYNAMIC HT  -         384.101 (meters)    1260.17  (feet)  COMP
 GA2528  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2528
 GA2528  VERT ORDER  -  SECOND    CLASS 0
 GA2528
 GA2528.The horizontal coordinates were scaled from a topographic map and have
 GA2528.an estimated accuracy of +/- 6 seconds.
 GA2528
 GA2528.The orthometric height was determined by differential leveling
 GA2528.and adjusted by the National Geodetic Survey in June 1991..
 GA2528
 GA2528.The geoid height was determined by GEOID03.
 GA2528
 GA2528.The dynamic height is computed by dividing the NAVD 88
 GA2528.geopotential number by the normal gravity value computed on the
 GA2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2528.degrees latitude (g = 980.6199 gals.).
 GA2528
 GA2528.The modeled gravity was interpolated from observed gravity values.
 GA2528
 GA2528;                    North         East    Units  Estimated Accuracy
 GA2528;SPC TN       -   220,570.      801,080.      MT  (+/- 180 meters Scaled)
 GA2528
 GA2528                          SUPERSEDED SURVEY CONTROL
 GA2528
 GA2528  NGVD 29 (??/??/92)  384.519  (m)         1261.54   (f) ADJ UNCH    2 0
 GA2528
 GA2528.Superseded values are not recommended for survey control.
 GA2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2528.See file dsdata.txt to determine how the superseded data were derived.
 GA2528
 GA2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA520208(NAD 83)
 GA2528_MARKER: DD = SURVEY DISK
 GA2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2528_STAMPING: LAY RM-1 1964
 GA2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2528+STABILITY: SURFACE MOTION
 GA2528
 GA2528  HISTORY     - Date     Condition        Report By
 GA2528  HISTORY     - 1964     MONUMENTED       TNHD
 GA2528
 GA2528                          STATION DESCRIPTION
 GA2528
 GA2528'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2528'4.5 MI NE FROM MAYNARDVILLE.
 GA2528'THIS MARK IS LOCATED AT THE LAY 1964 STATION SITE, 26 FEET WEST
 GA2528'OF A 4-INCH CEDAR TREE, 1 FOOT SOUTH OF AN EAST-WEST FENCE AND
 GA2528'14 FEET EAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2528'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2528'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1441 ***********************************************************************
 FC1441  DESIGNATION -  LAY RM 2
 FC1441  PID         -  FC1441
 FC1441  STATE/COUNTY-  TN/MARION
 FC1441  USGS QUAD   -  SEQUATCHIE (1982)
 FC1441
 FC1441                         *CURRENT SURVEY CONTROL
 FC1441  ___________________________________________________________________
 FC1441* NAD 83(1986)-  35 01 19.     (N)    085 32 42.     (W)     SCALED    
 FC1441* NAVD 88     -       188.385  (meters)     618.06   (feet)  ADJUSTED  
 FC1441  ___________________________________________________________________
 FC1441  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1441  DYNAMIC HT  -         188.202 (meters)     617.46  (feet)  COMP
 FC1441  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1441
 FC1441  VERT ORDER  -  SECOND    CLASS 0
 FC1441
 FC1441.The horizontal coordinates were scaled from a topographic map and have
 FC1441.an estimated accuracy of +/- 6 seconds.
 FC1441
 FC1441.The orthometric height was determined by differential leveling
 FC1441.and adjusted by the National Geodetic Survey in June 1991..
 FC1441
 FC1441.The geoid height was determined by GEOID03.
 FC1441
 FC1441.The dynamic height is computed by dividing the NAVD 88
 FC1441.geopotential number by the normal gravity value computed on the
 FC1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1441.degrees latitude (g = 980.6199 gals.).
 FC1441
 FC1441.The modeled gravity was interpolated from observed gravity values.
 FC1441
 FC1441;                    North         East    Units  Estimated Accuracy
 FC1441;SPC TN       -    76,500.      641,530.      MT  (+/- 180 meters Scaled)
 FC1441
 FC1441                          SUPERSEDED SURVEY CONTROL
 FC1441
 FC1441  NGVD 29 (??/??/92)  188.383  (m)          618.05   (f) ADJ UNCH    2 0
 FC1441
 FC1441.Superseded values are not recommended for survey control.
 FC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1441.See file dsdata.txt to determine how the superseded data were derived.
 FC1441
 FC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD327764(NAD 83)
 FC1441_MARKER: DR = REFERENCE MARK DISK
 FC1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1441_STAMPING: LAY NO 2 1962
 FC1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1441+STABILITY: SURFACE MOTION
 FC1441
 FC1441  HISTORY     - Date     Condition        Report By
 FC1441  HISTORY     - 1962     MONUMENTED       CGS
 FC1441
 FC1441                          STATION DESCRIPTION
 FC1441
 FC1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1441'1.4 MI SW FROM GUILD.
 FC1441'THE MARK IS LOCATED AT THE LAY STATION SITE, 31.81 FEET NORTHWEST
 FC1441'OF THE STATION MARK, 54 FEET NORTHEAST OF THE EAST RAIL OF A
 FC1441'RAILROAD TRACK, AND 22 FEET WEST OF THE NORTHWEST CORNER OF AN
 FC1441'OLD BARN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC1441'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2526 ***********************************************************************
 GA2526  DESIGNATION -  LAY RM 2
 GA2526  PID         -  GA2526
 GA2526  STATE/COUNTY-  TN/UNION
 GA2526  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2526
 GA2526                         *CURRENT SURVEY CONTROL
 GA2526  ___________________________________________________________________
 GA2526* NAD 83(1986)-  36 18 02.     (N)    083 45 40.     (W)     SCALED    
 GA2526* NAVD 88     -       383.564  (meters)    1258.41   (feet)  ADJUSTED  
 GA2526  ___________________________________________________________________
 GA2526  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2526  DYNAMIC HT  -         383.213 (meters)    1257.26  (feet)  COMP
 GA2526  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2526
 GA2526  VERT ORDER  -  SECOND    CLASS 0
 GA2526
 GA2526.The horizontal coordinates were scaled from a topographic map and have
 GA2526.an estimated accuracy of +/- 6 seconds.
 GA2526
 GA2526.The orthometric height was determined by differential leveling
 GA2526.and adjusted by the National Geodetic Survey in June 1991..
 GA2526
 GA2526.The geoid height was determined by GEOID03.
 GA2526
 GA2526.The dynamic height is computed by dividing the NAVD 88
 GA2526.geopotential number by the normal gravity value computed on the
 GA2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2526.degrees latitude (g = 980.6199 gals.).
 GA2526
 GA2526.The modeled gravity was interpolated from observed gravity values.
 GA2526
 GA2526;                    North         East    Units  Estimated Accuracy
 GA2526;SPC TN       -   220,570.      801,080.      MT  (+/- 180 meters Scaled)
 GA2526
 GA2526                          SUPERSEDED SURVEY CONTROL
 GA2526
 GA2526  NGVD 29 (??/??/92)  383.631  (m)         1258.63   (f) ADJ UNCH    2 0
 GA2526
 GA2526.Superseded values are not recommended for survey control.
 GA2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2526.See file dsdata.txt to determine how the superseded data were derived.
 GA2526
 GA2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA520208(NAD 83)
 GA2526_MARKER: DD = SURVEY DISK
 GA2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2526_STAMPING: LAY RM-2 1964
 GA2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2526+STABILITY: SURFACE MOTION
 GA2526
 GA2526  HISTORY     - Date     Condition        Report By
 GA2526  HISTORY     - 1964     MONUMENTED       TNHD
 GA2526
 GA2526                          STATION DESCRIPTION
 GA2526
 GA2526'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2526'4.5 MI NE FROM MAYNARDVILLE.
 GA2526'THIS MARK IS LOCATED AT THE LAY 1964 STATION SITE, 1 FOOT SOUTH
 GA2526'OF AN EAST-WEST FENCE AND 12 FEET WEST OF THE STATION.  THE MARK
 GA2526'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 9-INCH
 GA2526'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2569 ***********************************************************************
 GB2569  DESIGNATION -  LAYNE
 GB2569  PID         -  GB2569
 GB2569  STATE/COUNTY-  TN/MORGAN
 GB2569  USGS QUAD   -  PETROS (1979)
 GB2569
 GB2569                         *CURRENT SURVEY CONTROL
 GB2569  ___________________________________________________________________
 GB2569* NAD 83(1995)-  36 04 40.57002(N)    084 28 40.02252(W)     ADJUSTED  
 GB2569* NAVD 88     -       537.1    (meters)    1762.     (feet)  VERTCON   
 GB2569  ___________________________________________________________________
 GB2569  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 GB2569  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB2569
 GB2569  HORZ ORDER  -  SECOND
 GB2569
 GB2569.The horizontal coordinates were established by classical geodetic methods
 GB2569.and adjusted by the National Geodetic Survey in April 1999..
 GB2569
 GB2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2569
 GB2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2569
 GB2569.The geoid height was determined by GEOID03.
 GB2569
 GB2569;                    North         East     Units Scale Factor Converg.
 GB2569;SPC TN       -   194,629.072   737,102.069   MT  0.99995743   +0 53 28.2
 GB2569;SPC TN       -   638,545.55  2,418,309.04   sFT  0.99995743   +0 53 28.2
 GB2569;UTM  16      - 3,995,537.722   727,120.122   MT  1.00023564   +1 29 09.4
 GB2569
 GB2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2569!SPC TN       -   0.99992036  x   0.99995743  =   0.99987779
 GB2569!UTM  16      -   0.99992036  x   1.00023564  =   1.00015598
 GB2569
 GB2569|---------------------------------------------------------------------|
 GB2569| PID    Reference Object                     Distance      Geod. Az  |
 GB2569|                                                           dddmmss.s |
 GB2569| DB9569 LAYNE RM 1                           10.659 METERS 09554     |
 GB2569| GB2570 LAYNE AZ MK                         APPROX. 1.1 KM 1414357.4 |
 GB2569| DB9570 LAYNE RM 2                           14.130 METERS 33743     |
 GB2569|---------------------------------------------------------------------|
 GB2569
 GB2569                          SUPERSEDED SURVEY CONTROL
 GB2569
 GB2569  NAD 83(1995)-  36 04 40.57637(N)    084 28 40.02306(W) AD(       ) 2
 GB2569  NAD 83(1995)-  36 04 40.58063(N)    084 28 40.02296(W) AD(       ) 2
 GB2569  NAD 83(1986)-  36 04 40.58225(N)    084 28 40.02169(W) AD(       ) 2
 GB2569  NAD 27      -  36 04 40.30799(N)    084 28 40.26115(W) AD(       ) 2
 GB2569  NGVD 29 (07/19/86)  537.2    (m)         1762.     (f) VERT ANG       
 GB2569
 GB2569.Superseded values are not recommended for survey control.
 GB2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2569.See file dsdata.txt to determine how the superseded data were derived.
 GB2569
 GB2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2712095538(NAD 83)
 GB2569_MARKER: DD = SURVEY DISK
 GB2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2569
 GB2569  HISTORY     - Date     Condition        Report By
 GB2569  HISTORY     - 1965     MONUMENTED       TNHD
 GB2569
 GB2569                          STATION DESCRIPTION
 GB2569
 GB2569'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2569'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WARTBURG AND ABOUT
 GB2569'8 MILES NORTHWEST
 GB2569'OF OLIVER SPRINGS.
 GB2569'
 GB2569'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2569'ROUTE 116 SOUTH OF
 GB2569'PETROS, GO WEST FOR 0.55 MILE ON STATE ROUTE 62 TO THE
 GB2569'AZIMUTH MARK ON THE LEFT,
 GB2569'CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62
 GB2569'FOR 0.75 MILE WEST TO THE UNION MISSIONARY
 GB2569'BAPTIST CHURCH AND A
 GB2569'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.2
 GB2569'MILE TO A
 GB2569'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO 0.45 TO A FORK,
 GB2569'TAKE THE RIGHT
 GB2569'FORK AND GO 0.3 MILE EAST TO A STRIP MINE AND ETT.
 GB2569'THE STATION IS ABOUT 30 FEET
 GB2569'ABOVE THE STRIP MINE AT THE EDGE OF THE
 GB2569'WOODS.
 GB2569'
 GB2569'THE STATION MARK IS 12 FEET NORTH OF THE EDGE OF THE BANK OF THE
 GB2569'STRIP MINE CUT, 12
 GB2569'FEET NORTH OF A 24-INCH OAK TREE, 8 FEET SOUTHWEST OF A
 GB2569'3-INCH TWIN-TRUNKED MAPLE TREE
 GB2569'AND 5 FEET WEST OF A 6-INCH OAK TREE.
 GB2569'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2569'TENNESSEE HIGHWAY
 GB2569'DEPARTMENT DISKS AND THE DISKS ARE STAMPED LAYNE 1965.  THE
 GB2569'UNDERGROUND
 GB2569'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2569'DISK IS SET IN A 10-INCH
 GB2569'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2569'
 GB2569'REFERENCE MARK NO 1 IS 11 FEET NORTH OF THE EDGE OF THE BANK, 6 FEET
 GB2569'SOUTH OF A 4-INCH
 GB2569'OAK TREE AND 2 FEET WEST OF A 3-INCH MAPLE TREE AND
 GB2569'ABOUT 4 FEET HIGHER THAN THE
 GB2569'STATION.  IT IS A STANDARD TENNESSEE
 GB2569'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2569'SQUARE, FLUSH, CONCRETE
 GB2569'MONUMENT AND THE DISK IS STAMPED LAYNE RM-1 1965.
 GB2569'
 GB2569'REFERENCE MARK NO. 2 IS 23 FEET NORTHEAST OF THE EDGE OF THE BANK, 9
 GB2569'FEET SOUTHEAST OF
 GB2569'A 4-INCH MAPLE TREE AND 2 FEET NORTHWEST OF A
 GB2569'3-INCH HICKORY TREE AND ABOUT 5 FEET
 GB2569'HIGHER THAN THE STATION.  IT IS
 GB2569'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB2569'FLUSH IN A
 GB2569'DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED LAYNE
 GB2569'RM-2 1965.
 GB2569'
 GB2569'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2569'ROUTE 62, 29 FEET
 GB2569'SOUTH OF A TELEPHONE POLE AND 1.3 FEET NORTHEAST OF
 GB2569'A WITNESS POST.  IT IS AT THE NORTH
 GB2569'SIDE OF AN OLD ROADBED.  IT IS A
 GB2569'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2569'10-INCH SQUARE,
 GB2569'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LAYNE AZI 1965.
 GB2569'
 GB2569'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2569'
 GB2569'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2570 ***********************************************************************
 GB2570  DESIGNATION -  LAYNE AZ MK
 GB2570  PID         -  GB2570
 GB2570  STATE/COUNTY-  TN/MORGAN
 GB2570  USGS QUAD   -  PETROS (1979)
 GB2570
 GB2570                         *CURRENT SURVEY CONTROL
 GB2570  ___________________________________________________________________
 GB2570* NAD 83(1995)-  36 04 13.65033(N)    084 28 13.86703(W)     ADJUSTED  
 GB2570* NAVD 88     -       407.3    (meters)    1336.     (feet)  VERTCON   
 GB2570  ___________________________________________________________________
 GB2570  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 GB2570  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GB2570
 GB2570  HORZ ORDER  -  SECOND
 GB2570
 GB2570.The horizontal coordinates were established by classical geodetic methods
 GB2570.and adjusted by the National Geodetic Survey in April 1999..
 GB2570
 GB2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2570
 GB2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2570
 GB2570.The geoid height was determined by GEOID03.
 GB2570
 GB2570;                    North         East     Units Scale Factor Converg.
 GB2570;SPC TN       -   193,809.684   737,769.359   MT  0.99995688   +0 53 43.5
 GB2570;SPC TN       -   635,857.27  2,420,498.31   sFT  0.99995688   +0 53 43.5
 GB2570;UTM  16      - 3,994,725.075   727,796.069   MT  1.00023943   +1 29 23.8
 GB2570
 GB2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2570!SPC TN       -   0.99994073  x   0.99995688  =   0.99989762
 GB2570!UTM  16      -   0.99994073  x   1.00023943  =   1.00018015
 GB2570
 GB2570                          SUPERSEDED SURVEY CONTROL
 GB2570
 GB2570  NAD 83(1995)-  36 04 13.65677(N)    084 28 13.86752(W) AD(       ) 2
 GB2570  NAD 83(1995)-  36 04 13.66114(N)    084 28 13.86692(W) AD(       ) 2
 GB2570  NAD 83(1986)-  36 04 13.66245(N)    084 28 13.86587(W) AD(       ) 2
 GB2570  NAD 27      -  36 04 13.38742(N)    084 28 14.10664(W) AD(       ) 2
 GB2570  NGVD 29 (07/19/86)  407.4    (m)         1337.     (f) VERT ANG       
 GB2570
 GB2570.Superseded values are not recommended for survey control.
 GB2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2570.See file dsdata.txt to determine how the superseded data were derived.
 GB2570
 GB2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2779694725(NAD 83)
 GB2570_MARKER: DD = SURVEY DISK
 GB2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2570_STAMPING: LAYNE AZI 1965
 GB2570_MARK LOGO: TNHD  
 GB2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2570+STABILITY: SURFACE MOTION
 GB2570
 GB2570  HISTORY     - Date     Condition        Report By
 GB2570  HISTORY     - 1965     MONUMENTED       TNHD
 GB2570
 GB2570                          STATION DESCRIPTION
 GB2570
 GB2570'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB2570'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2570'ROUTE 62, 29 FEET
 GB2570'SOUTH OF A TELEPHONE POLE AND 1.3 FEET NORTHEAST OF
 GB2570'A WITNESS POST.  IT IS AT THE NORTH
 GB2570'SIDE OF AN OLD ROADBED.  IT IS A
 GB2570'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2570'10-INCH SQUARE,
 GB2570'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LAYNE AZI 1965.
 GB2570'
 GB2570'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2570'ROUTE 116 SOUTH OF
 GB2570'PETROS, GO WEST FOR 0.55 MILE ON STATE ROUTE 62 TO THE
 GB2570'AZIMUTH MARK ON THE LEFT,
 GB2570'CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62
 GB2570'FOR 0.75 MILE WEST TO THE UNION MISSIONARY
 GB2570'BAPTIST CHURCH AND A
 GB2570'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.2
 GB2570'MILE TO A
 GB2570'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO 0.45 TO A FORK,
 GB2570'TAKE THE RIGHT
 GB2570'FORK AND GO 0.3 MILE EAST TO A STRIP MINE AND ETT.
 GB2570'THE STATION IS ABOUT 30 FEET
 GB2570'ABOVE THE STRIP MINE AT THE EDGE OF THE
 GB2570'WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2237 ***********************************************************************
 FE2237  DESIGNATION -  LEACH LOT
 FE2237  PID         -  FE2237
 FE2237  STATE/COUNTY-  TN/CARROLL
 FE2237  USGS QUAD   -  PALMER SHELTER (1973)
 FE2237
 FE2237                         *CURRENT SURVEY CONTROL
 FE2237  ___________________________________________________________________
 FE2237* NAD 83(1995)-  35 54 47.10429(N)    088 28 48.92667(W)     ADJUSTED  
 FE2237* NAVD 88     -                                                        
 FE2237  ___________________________________________________________________
 FE2237  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FE2237  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2237
 FE2237  HORZ ORDER  -  THIRD
 FE2237
 FE2237.The horizontal coordinates were established by classical geodetic methods
 FE2237.and adjusted by the National Geodetic Survey in April 1999..
 FE2237
 FE2237
 FE2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2237
 FE2237.The geoid height was determined by GEOID03.
 FE2237
 FE2237;                    North         East     Units Scale Factor Converg.
 FE2237;SPC TN       -   178,108.450   376,161.018   MT  0.99994935   -1 27 07.3
 FE2237;SPC TN       -   584,344.14  1,234,121.61   sFT  0.99994935   -1 27 07.3
 FE2237;UTM  16      - 3,975,320.460   366,437.004   MT  0.99981982   -0 52 06.2
 FE2237
 FE2237                          SUPERSEDED SURVEY CONTROL
 FE2237
 FE2237  NAD 83(1995)-  35 54 47.10684(N)    088 28 48.93276(W) AD(       ) 4
 FE2237  NAD 83(1986)-  35 54 47.11499(N)    088 28 48.92675(W) AD(       ) 4
 FE2237  NAD 27      -  35 54 46.88800(N)    088 28 48.74300(W) AD(       ) 3
 FE2237
 FE2237.Superseded values are not recommended for survey control.
 FE2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2237.See file dsdata.txt to determine how the superseded data were derived.
 FE2237
 FE2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6643775320(NAD 83)
 FE2237_MARKER: 57 = LOOKOUT TOWER
 FE2237
 FE2237  HISTORY     - Date     Condition        Report By
 FE2237  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2237  HISTORY     - 1972     GOOD             TVA
 FE2237
 FE2237                          STATION DESCRIPTION
 FE2237
 FE2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2237'THE STATION IS THE APEX OF THE ROOF OF THE OBSERVATION PLATFORM. IT
 FE2237'IS ABOUT 6-1/2 MILES SOUTHWEST OF HUNTINGDON AND ABOUT 7 MILES
 FE2237'SOUTHEAST OF MC LEMORESVILLE. IT IS A 4 LEGGED STEEL STRUCTURE WITH
 FE2237'AN ENCLOSED OBSERVATION PLATFORM ON TOP. IT IS 177 FEET EAST OF
 FE2237'THE CENTERLINE OF A GRAVELED ROAD, 99 FEET SOUTH OF THE SOUTHEAST
 FE2237'CORNER OF AN EQUIPMENT SHED AND IS 90 FEET HIGH.
 FE2237'
 FE2237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70A AND 70 AT
 FE2237'THE SOUTHWEST EDGE OF HUNTINGDON, GO SOUTHWEST ON HIGHWAY 70 FOR 5.8
 FE2237'MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO 0.2 MILE TO A
 FE2237'FORK. TAKE LEFT FORK FOR 0.7 MILE TO A FORK. TAKE RIGHT FORK FOR
 FE2237'0.85 MILE TO THE LOOKOUT TOWER ON THE LEFT.
 FE2237
 FE2237                          STATION RECOVERY (1972)
 FE2237
 FE2237'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2237'CONDITION OF POINT WHEN FOUND GOOD.
 FE2237'
 FE2237'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT APEX OF TOWER.
 FE2237'
 FE2237'ORIGINAL DESCRIPTION IS GOOD.
 FE2237'
 FE2237'DISTANCE AND DIRECTION FROM NEAREST TOWN 6.5 MI. SW HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2438 ***********************************************************************
 FE2438  DESIGNATION -  LEAP
 FE2438  PID         -  FE2438
 FE2438  STATE/COUNTY-  TN/HAYWOOD
 FE2438  USGS QUAD   -  BROWNSVILLE (1983)
 FE2438
 FE2438                         *CURRENT SURVEY CONTROL
 FE2438  ___________________________________________________________________
 FE2438* NAD 83(1995)-  35 31 43.77569(N)    089 15 27.49579(W)     ADJUSTED  
 FE2438* NAVD 88     -       120.8    (meters)     396.     (feet)  VERTCON   
 FE2438  ___________________________________________________________________
 FE2438  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 FE2438  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2438
 FE2438  HORZ ORDER  -  THIRD
 FE2438
 FE2438.The horizontal coordinates were established by classical geodetic methods
 FE2438.and adjusted by the National Geodetic Survey in April 1999..
 FE2438
 FE2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2438
 FE2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2438
 FE2438.The geoid height was determined by GEOID03.
 FE2438
 FE2438;                    North         East     Units Scale Factor Converg.
 FE2438;SPC TN       -   137,555.753   304,607.778   MT  0.99996251   -1 54 25.7
 FE2438;SPC TN       -   451,297.50    999,367.35   sFT  0.99996251   -1 54 25.7
 FE2438;UTM  16      - 3,934,034.736   295,303.674   MT  1.00011637   -1 18 44.6
 FE2438
 FE2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2438!SPC TN       -   0.99998541  x   0.99996251  =   0.99994792
 FE2438!UTM  16      -   0.99998541  x   1.00011637  =   1.00010178
 FE2438
 FE2438|---------------------------------------------------------------------|
 FE2438| PID    Reference Object                     Distance      Geod. Az  |
 FE2438|                                                           dddmmss.s |
 FE2438| CG3674 LEAP RM 1                            19.492 METERS 00908     |
 FE2438| FE0813 LEAP AZ MK                                         0553638.8 |
 FE2438| CG3675 LEAP RM 2                            21.312 METERS 12651     |
 FE2438|---------------------------------------------------------------------|
 FE2438
 FE2438                          SUPERSEDED SURVEY CONTROL
 FE2438
 FE2438  NAD 83(1995)-  35 31 43.78151(N)    089 15 27.49797(W) AD(       ) 3
 FE2438  NAD 83(1986)-  35 31 43.78735(N)    089 15 27.49657(W) AD(       ) 3
 FE2438  NAD 27      -  35 31 43.50150(N)    089 15 27.25190(W) AD(       ) 3
 FE2438  NGVD 29 (07/19/86)  120.8    (m)          396.     (f) VERT ANG       
 FE2438
 FE2438.Superseded values are not recommended for survey control.
 FE2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2438.See file dsdata.txt to determine how the superseded data were derived.
 FE2438
 FE2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9530434035(NAD 83)
 FE2438_MARKER: DS = TRIANGULATION STATION DISK
 FE2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2438
 FE2438  HISTORY     - Date     Condition        Report By
 FE2438  HISTORY     - 1959     MONUMENTED       CGS
 FE2438  HISTORY     - 1961     SEE DESCRIPTION  TNDT
 FE2438
 FE2438                          STATION DESCRIPTION
 FE2438
 FE2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2438'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF BROWNSVILLE, ABOUT
 FE2438'0.7 MILE SOUTH WEST OF THE SUNNY HILL STORE AND ATOP A RIVER BLUFF A
 FE2438'SHORT DISTANCE NORTH OF THE HATCHIE RIVER, 109 FEET EAST OF A WIRE
 FE2438'FENCE AND 58 FEET NORTH OF THE EDGE OF THE BLUFF.  THE
 FE2438'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LEAP
 FE2438'1958.
 FE2438'
 FE2438'REFERENCE MARK NO. 1 IS 108 FEET EAST OF THE WIRE FENCE.  THE MARK IS
 FE2438'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LEAP NO 1
 FE2438'1958.
 FE2438'
 FE2438'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE EDGE OF THE BLUFF.  THE
 FE2438'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE2438'LEAP NO 2 1958.
 FE2438'
 FE2438'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 76.
 FE2438'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST
 FE2438'END OF A CONCRETE CULVERT, SET FLUSH WITH THE CULVERT AND IS STAMPED
 FE2438'LEAP 1958.
 FE2438'
 FE2438'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SUNNY HILL, WHICH
 FE2438'IS ABOUT 4.0 MILES SOUTH OF BROWNSVILLE, GO WEST ON A TAR ROAD FOR
 FE2438'0.35 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.1
 FE2438'MILE TO A BOARD GATE AT THE EAST SIDE OF THE HOUSE, PASS THROUGH THE
 FE2438'GATE AND FOLLOW THE TRACK ROAD WESTERLY FOR 0.15 MILE TO A GATE, PASS
 FE2438'THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.3 MILE TO A SLIDING
 FE2438'BOARD GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.15
 FE2438'MILE TO THE END OF TRUCK TRAVEL AND THE STATION ON THE LEFT AS
 FE2438'DESCRIBED.
 FE2438'
 FE2438'TO REACH THE AZIMUTH MARK FROM THE MAIN INTERSECTION IN SUNNY HILL,
 FE2438'CONTINUE SOUTH ON STATE HIGHWAY NO. 76 FOR 0.1 MILE TO THE MARK ON
 FE2438'THE RIGHT AS DESCRIBED.
 FE2438'
 FE2438'A 4-WHEEL DRIVE IS REQUIRED IN WET WEATHER.
 FE2438'
 FE2438'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE2438
 FE2438                          STATION RECOVERY (1961)
 FE2438
 FE2438'RECOVERY NOTE BY TN DEPT OF TRANSP 1961 (CEG)
 FE2438'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE STATION AND THE
 FE2438'REFERENCE MARKS.
 FE2438'
 FE2438'THE ORIGINAL TO-REACH FOR THE STATION IS NOW COMPLETELY INADEQUATE,
 FE2438'DUE TO THE CONSTRUCTION OF INTERSTATE HIGHWAY 40.  HOWEVER, THE AREA
 FE2438'IN WHICH THE STATION EXISTED, WAS DEFINITELY LOCATED, AND A
 FE2438'FRAGMENT OF THE SURFACE STATION MARK, CONTAINING THE SURFACE DISK,
 FE2438'WAS FOUND IN A PILE OF OVERBURDEN AT THE EDGE OF A LARGE HIGHWAY
 FE2438'CUT.  ALL REFERENCE POINTS USED IN THE ORIGINAL DESCRIPTION ARE
 FE2438'COMPLETELY GONE.  IT IS BELIEVED THAT THE ORIGINAL STATION SITE
 FE2438'WAS A CONSIDERABLE DISTANCE, TOWARD THE NEW HIGHWAY CUT, FROM WHERE
 FE2438'THE PIECE OF CONCRETE WAS FOUND, AND THERE IS NO DOUBT THAT THE
 FE2438'STATION AND REFERENCE MARKS ARE COMPLETELY DESTROYED.
 FE2438'
 FE2438'THE SURFACE STATION MARK DISK, STAMPED LEAP 1959, WAS REMOVED
 FE2438'FROM THE PIECE OF CONCRETE FOR SUBMISSION TO THE COAST AND GEODETIC
 FE2438'SURVEY OFFICE.
 FE2438'
 FE2438'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN EXCELLENT CONDITION
 FE2438'AND THE TO-REACH AND DESCRIPTION OF THE MARK ARE COMPLETELY ADEQUATE
 FE2438'AS GIVEN IN 1959.  THE MARK WAS NOT DISTURBED IN ANYWAY BY THE
 FE2438'RECOVERY PARTY, AS IT IS A PERMANENT BENCH MARK FOR SECOND ORDER
 FE2438'PRECISE LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0813 ***********************************************************************
 FE0813  DESIGNATION -  LEAP AZ MK
 FE0813  PID         -  FE0813
 FE0813  STATE/COUNTY-  TN/HAYWOOD
 FE0813  USGS QUAD   -  BROWNSVILLE (1983)
 FE0813
 FE0813                         *CURRENT SURVEY CONTROL
 FE0813  ___________________________________________________________________
 FE0813* NAD 83(1986)-  35 31 52.     (N)    089 15 01.     (W)     SCALED    
 FE0813* NAVD 88     -       120.715  (meters)     396.05   (feet)  ADJUSTED  
 FE0813  ___________________________________________________________________
 FE0813  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0813  DYNAMIC HT  -         120.609 (meters)     395.70  (feet)  COMP
 FE0813  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0813
 FE0813  VERT ORDER  -  SECOND    CLASS 0
 FE0813
 FE0813.The horizontal coordinates were scaled from a topographic map and have
 FE0813.an estimated accuracy of +/- 6 seconds.
 FE0813
 FE0813.The orthometric height was determined by differential leveling
 FE0813.and adjusted by the National Geodetic Survey in June 1991..
 FE0813
 FE0813.The geoid height was determined by GEOID03.
 FE0813
 FE0813.The dynamic height is computed by dividing the NAVD 88
 FE0813.geopotential number by the normal gravity value computed on the
 FE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0813.degrees latitude (g = 980.6199 gals.).
 FE0813
 FE0813.The modeled gravity was interpolated from observed gravity values.
 FE0813
 FE0813;                    North         East    Units  Estimated Accuracy
 FE0813;SPC TN       -   137,790.      305,280.      MT  (+/- 180 meters Scaled)
 FE0813
 FE0813                          SUPERSEDED SURVEY CONTROL
 FE0813
 FE0813  NGVD 29 (??/??/??)  120.723  (m)          396.07   (f) ADJUSTED    2 0
 FE0813
 FE0813.Superseded values are not recommended for survey control.
 FE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0813.See file dsdata.txt to determine how the superseded data were derived.
 FE0813
 FE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE959342(NAD 83)
 FE0813_MARKER: DZ = AZIMUTH MARK DISK
 FE0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0813_SP_SET: CULVERT ABUTMENT
 FE0813_STAMPING: LEAP 1959
 FE0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0813+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0813
 FE0813  HISTORY     - Date     Condition        Report By
 FE0813  HISTORY     - 1959     MONUMENTED       CGS
 FE0813  HISTORY     - 1959     GOOD             CGS
 FE0813  HISTORY     - 20020905 GOOD             USACE
 FE0813
 FE0813                          STATION DESCRIPTION
 FE0813
 FE0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0813'4.6 MI S FROM BROWNSVILLE.
 FE0813'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0813'THENCE 4.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, 121 FT. SOUTHWEST
 FE0813'OF THE CENTER OF THE ENTRANCE TO A CHURCH DRIVE, 23.8 FT. WEST
 FE0813'OF THE CENTER LINE OF HIGHWAY 76, A C AND GS AZIMUTH DISK SET
 FE0813'IN TOP OF THE WEST CONCRETE ABUTMENT OF A 2 BY 3 CONCRETE CULVERT,
 FE0813'THE MARK IS SET DIRECTLY UNDER A POWER LINE.
 FE0813
 FE0813                          STATION RECOVERY (2002)
 FE0813
 FE0813'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0813'TO REACH MARK FROM EXIT 56, HWY 76, AT I40, SOUTH OF BROWNSVILLE,
 FE0813'PROCEED SOUTH ALONG HWY 76 FROM THE CENTERLINE OF ITS OVERPASS WITH
 FE0813'I40 FOR 0.4 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1163 ***********************************************************************
 FD1163  DESIGNATION -  LEATHER
 FD1163  PID         -  FD1163
 FD1163  STATE/COUNTY-  TN/HICKMAN
 FD1163  USGS QUAD   -  SPOT (1942)
 FD1163
 FD1163                         *CURRENT SURVEY CONTROL
 FD1163  ___________________________________________________________________
 FD1163* NAD 83(1995)-  35 54 31.20846(N)    087 36 56.32338(W)     ADJUSTED  
 FD1163* NAVD 88     -       151.714  (meters)     497.75   (feet)  ADJUSTED  
 FD1163  ___________________________________________________________________
 FD1163  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FD1163  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1163  DYNAMIC HT  -         151.581 (meters)     497.31  (feet)  COMP
 FD1163  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 FD1163
 FD1163  HORZ ORDER  -  SECOND
 FD1163  VERT ORDER  -  SECOND    CLASS 0
 FD1163
 FD1163.The horizontal coordinates were established by classical geodetic methods
 FD1163.and adjusted by the National Geodetic Survey in April 1999..
 FD1163
 FD1163.The orthometric height was determined by differential leveling
 FD1163.and adjusted by the National Geodetic Survey in June 1991..
 FD1163
 FD1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1163
 FD1163.The geoid height was determined by GEOID03.
 FD1163
 FD1163.The dynamic height is computed by dividing the NAVD 88
 FD1163.geopotential number by the normal gravity value computed on the
 FD1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1163.degrees latitude (g = 980.6199 gals.).
 FD1163
 FD1163.The modeled gravity was interpolated from observed gravity values.
 FD1163
 FD1163;                    North         East     Units Scale Factor Converg.
 FD1163;SPC TN       -   175,985.734   454,173.699   MT  0.99994925   -0 56 45.1
 FD1163;SPC TN       -   577,379.86  1,490,068.21   sFT  0.99994925   -0 56 45.1
 FD1163;UTM  16      - 3,973,993.632   444,449.101   MT  0.99963802   -0 21 39.9
 FD1163
 FD1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1163!SPC TN       -   0.99998066  x   0.99994925  =   0.99992991
 FD1163!UTM  16      -   0.99998066  x   0.99963802  =   0.99961869
 FD1163
 FD1163:                Primary Azimuth Mark                     Grid Az
 FD1163:SPC TN       -  TS C2                                    042 08 50.9
 FD1163:UTM  16      -  TS C2                                    041 33 45.7
 FD1163
 FD1163|---------------------------------------------------------------------|
 FD1163| PID    Reference Object                     Distance      Geod. Az  |
 FD1163|                                                           dddmmss.s |
 FD1163| FD1618 TS C2                               APPROX. 2.1 KM 0411205.8 |
 FD1163| FD1164 LEATHER RM 1                         11.622 METERS 05516     |
 FD1163| FD1162 LEATHER RM 2                         12.728 METERS 29009     |
 FD1163|---------------------------------------------------------------------|
 FD1163
 FD1163                          SUPERSEDED SURVEY CONTROL
 FD1163
 FD1163  NAD 83(1995)-  35 54 31.21054(N)    087 36 56.32677(W) AD(       ) 2
 FD1163  NAD 83(1986)-  35 54 31.21891(N)    087 36 56.32458(W) AD(       ) 2
 FD1163  NAD 27      -  35 54 30.99170(N)    087 36 56.25540(W) AD(       ) 2
 FD1163  NGVD 29 (??/??/92)  151.732  (m)          497.81   (f) ADJ UNCH    2 0
 FD1163
 FD1163.Superseded values are not recommended for survey control.
 FD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1163.See file dsdata.txt to determine how the superseded data were derived.
 FD1163
 FD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4444973994(NAD 83)
 FD1163_MARKER: DE = TRAVERSE STATION DISK
 FD1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1163_STAMPING: LEATHER 1959
 FD1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1163+STABILITY: SURFACE MOTION
 FD1163
 FD1163  HISTORY     - Date     Condition        Report By
 FD1163  HISTORY     - 1959     MONUMENTED       CGS
 FD1163  HISTORY     - 1959     GOOD             CGS
 FD1163
 FD1163                          STATION DESCRIPTION
 FD1163
 FD1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1163'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF WAVERLY, ABOUT 5
 FD1163'MILES NORTHEAST OF
 FD1163'ONLY AND ABOUT 3 MILES NORTHWEST OF SPOT.
 FD1163'
 FD1163'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, WHICH IS ABOUT 18
 FD1163'MILES SOUTHEAST OF
 FD1163'WAVERLY, GO EAST ON A BLACK-TOPPED ROAD FOR 0.95 MILE TO
 FD1163'A SIDE ROAD ON THE LEFT, TURN
 FD1163'LEFT, NORTH ON A GRAVELED ROAD FOR 1.45
 FD1163'MILES TO A DIM TRACK ROAD ON THE LEFT, TURN
 FD1163'RIGHT, EAST AND GO 2.0
 FD1163'MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 FD1163'0.45 MILE TO A
 FD1163'REVERSED Y, TURN SHARP RIGHT AND GO 0.8 MILE TO A FORK,
 FD1163'TAKE THE LEFT FORK ON A
 FD1163'NARROW GRAVELED ROAD, UP SUGAR CREEK, FOR
 FD1163'1.85 MILES TO A BOARD GATE ON THE RIGHT
 FD1163'AND THE STATION ON THE RIGHT
 FD1163'AS DESCRIBED.
 FD1163'
 FD1163'THE STATION IS 42 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 20
 FD1163'FEET SOUTH OF AN EAST-WEST
 FD1163'FENCE LINE AND 25 FEET WEST OF A DIM TRACK ROAD.  IT IS
 FD1163'A STANDARD TRAVERSE DISK SET IN
 FD1163'A 10-INCH SQUARE CONCRETE POST WITH
 FD1163'AN UNDERGROUND MARK, IS SET FLUSH WITH THE
 FD1163'SURROUNDING SURFACE AND
 FD1163'THE DISK IS STAMPED LEATHER 1959.
 FD1163'
 FD1163'REFERENCE MARK NO 1 IS 24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 FD1163'AND 2 FEET SOUTH OF AN
 FD1163'EAST-WEST FENCE LINE.  IT IS A STANDARD REFERENCE
 FD1163'MARK DISK SET IN A 10-INCH SQUARE
 FD1163'CONCRETE POST, IS SET FLUSH WITH
 FD1163'THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 FD1163'LEATHER NO 1 1959.
 FD1163'
 FD1163'REFERENCE MARK NO 2 IS 23 FEET SOUTH OF THE CENTER OF A GRAVELED
 FD1163'ROAD, 1 FOOT SOUTH OF AN
 FD1163'EAST-WEST FENCE LINE AND 1 FOOT SOUTH OF A WITNESS POST.
 FD1163'IT IS A STANDARD REFERENCE
 FD1163'MARK DISK SET IN A 10-INCH SQUARE CONCRETE
 FD1163'POST, IS SET FLUSH WITH THE SURROUNDING
 FD1163'SURFACE AND THE DISK IS
 FD1163'STAMPED LEATHER NO 2 1959.
 FD1163'
 FD1163'TRAVERSE STATION TS-C2 WAS USED AS AN AZIMUTH MARK.  SEE DESCRIPTION
 FD1163'THEREOF.
 FD1163
 FD1163                          STATION RECOVERY (1959)
 FD1163
 FD1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1163'7.6 MI NE FROM ONLY.
 FD1163'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1163'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1163'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1163'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1163'1.85 MILES NORTHEAST ON A GRAVELED ROAD, 42 FT. SOUTH OF THE
 FD1163'CENTER OF THE GRAVELED ROAD, 20 FT. SOUTH OF A FENCE, 25 FT. WEST
 FD1163'OF A DIM TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET
 FD1163'FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1600 ***********************************************************************
 FD1600  DESIGNATION -  LEATHER
 FD1600  PID         -  FD1600
 FD1600  STATE/COUNTY-  TN/WAYNE
 FD1600  USGS QUAD   -  WAYNESBORO (1968)
 FD1600
 FD1600                         *CURRENT SURVEY CONTROL
 FD1600  ___________________________________________________________________
 FD1600* NAD 83(1995)-  35 17 34.22302(N)    087 51 19.58485(W)     ADJUSTED  
 FD1600* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 FD1600  ___________________________________________________________________
 FD1600  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD1600  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1600
 FD1600  HORZ ORDER  -  SECOND
 FD1600
 FD1600.The horizontal coordinates were established by classical geodetic methods
 FD1600.and adjusted by the National Geodetic Survey in April 1999..
 FD1600
 FD1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1600
 FD1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1600
 FD1600.The geoid height was determined by GEOID03.
 FD1600
 FD1600;                    North         East     Units Scale Factor Converg.
 FD1600;SPC TN       -   108,057.205   431,237.254   MT  0.99999272   -1 05 10.5
 FD1600;SPC TN       -   354,517.68  1,414,817.56   sFT  0.99999272   -1 05 10.5
 FD1600;UTM  16      - 3,905,854.153   422,217.817   MT  0.99967456   -0 29 39.3
 FD1600
 FD1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1600!SPC TN       -   0.99997179  x   0.99999272  =   0.99996451
 FD1600!UTM  16      -   0.99997179  x   0.99967456  =   0.99964636
 FD1600
 FD1600:                Primary Azimuth Mark                     Grid Az
 FD1600:SPC TN       -  LEATHER AZ MK                            082 20 27.7
 FD1600:UTM  16      -  LEATHER AZ MK                            081 44 56.5
 FD1600
 FD1600|---------------------------------------------------------------------|
 FD1600| PID    Reference Object                     Distance      Geod. Az  |
 FD1600|                                                           dddmmss.s |
 FD1600| FD0978 LEATHER AZ MK                       APPROX. 0.5 KM 0811517.2 |
 FD1600| CG6744 LEATHER RM 1                         29.915 METERS 16449     |
 FD1600| CG6745 LEATHER RM 2                         36.210 METERS 35941     |
 FD1600|---------------------------------------------------------------------|
 FD1600
 FD1600                          SUPERSEDED SURVEY CONTROL
 FD1600
 FD1600  NAD 83(1995)-  35 17 34.22716(N)    087 51 19.58550(W) AD(       ) 2
 FD1600  NAD 83(1995)-  35 17 34.22720(N)    087 51 19.58558(W) AD(       ) 2
 FD1600  NAD 83(1995)-  35 17 34.22877(N)    087 51 19.58477(W) AD(       ) 2
 FD1600  NAD 83(1986)-  35 17 34.23253(N)    087 51 19.58395(W) AD(       ) 2
 FD1600  NAD 27      -  35 17 33.95140(N)    087 51 19.48790(W) AD(       ) 2
 FD1600  NGVD 29 (07/19/86)  207.6    (m)          681.     (f) VERT ANG       
 FD1600
 FD1600.Superseded values are not recommended for survey control.
 FD1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1600.See file dsdata.txt to determine how the superseded data were derived.
 FD1600
 FD1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2221805854(NAD 83)
 FD1600_MARKER: DD = SURVEY DISK
 FD1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1600_MARK LOGO: TNHD  
 FD1600
 FD1600  HISTORY     - Date     Condition        Report By
 FD1600  HISTORY     - 1962     MONUMENTED       TNHD
 FD1600
 FD1600                          STATION DESCRIPTION
 FD1600
 FD1600'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1600'THE STATION IS LOCATED ABOUT 4 MILES WEST OF WAYNESBORO.
 FD1600'
 FD1600'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 114 AND 15, GO
 FD1600'5.5 MILES EAST ON
 FD1600'STATE ROUTE 15 TO A TRACK AND CEMETERY ROAD LEFT, TURN
 FD1600'LEFT, AND GO 0.2 MILE NORTH,
 FD1600'PASSING THE CEMETERY, TO THE CREST OF A
 FD1600'HILL AND THE MARK.
 FD1600'
 FD1600'THE STATION IS 28 FEET SOUTHWEST OF A 15-INCH OAK TREE, 12 FEET EAST
 FD1600'OF A 24-INCH WALNUT
 FD1600'TREE, AND 1.7 FEET SOUTHEAST OF A WITNESS POST.
 FD1600'SURFACE AND UNDERGROUND MARKS ARE
 FD1600'STANDARD TENNESSEE HIGHWAY
 FD1600'DEPARTMENT DISKS STAMPED LEATHER 1962.  THE
 FD1600'UNDERGROUND MARK IS ABOUT
 FD1600'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN
 FD1600'A 10-INCH
 FD1600'SQUARE, CONCRETE MONUMENT, AND THE MARK PROJECTS 3 INCHES
 FD1600'ABOVE THE SURFACE.
 FD1600'
 FD1600'REFERENCE MARK NO 1 IS 9 FEET NORTH OF A 16-INCH CEDAR TREE AND 5
 FD1600'FEET WEST OF A
 FD1600'4-INCH SUGAR MAPLE TREE.  THE MARK IS A STANDARD TENNESSEE
 FD1600'HIGHWAY DEPARTMENT DISK SET
 FD1600'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD1600'MONUMENT AND THE DISK IS STAMPED LEATHER RM-1 1962
 FD1600'
 FD1600'REFERENCE MARK NO 2 IS 19 FEET SOUTH OF AN 18-INCH TWIN OAK TREE, 14
 FD1600'FEET EAST OF THE
 FD1600'APPROXIMATE CENTER OF THE TRACK ROAD, AND 9 FEET NORTH OF
 FD1600'A 20-INCH WHITE ASH TREE.  THE
 FD1600'MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1600'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD1600'CONCRETE MONUMENT AND
 FD1600'THE DISK IS STAMPED LEATHER RM-2 1962.
 FD1600'
 FD1600'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1600'STATE ROUTE 15, 29
 FD1600'FEET EAST OF A CORNER GATE POST, 8 FEET SOUTHWEST OF A
 FD1600'BILLBOARD, AND 1.9 FEET SOUTH
 FD1600'OF A WITNESS POST.  THE MARK IS A
 FD1600'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD1600'IN A 10-INCH SQUARE,
 FD1600'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LEATHER AZI 1962.
 FD1600'
 FD1600'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 15 AND
 FD1600'114, GO 6.1 MILES EAST
 FD1600'ON STATE ROUTE 15 TO THE MARK ON THE RIGHT.
 FD1600'
 FD1600'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD1600'
 FD1600'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0978 ***********************************************************************
 FD0978  DESIGNATION -  LEATHER AZ MK
 FD0978  PID         -  FD0978
 FD0978  STATE/COUNTY-  TN/WAYNE
 FD0978  USGS QUAD   -  WAYNESBORO (1968)
 FD0978
 FD0978                         *CURRENT SURVEY CONTROL
 FD0978  ___________________________________________________________________
 FD0978* NAD 83(1995)-  35 17 36.83684(N)    087 50 58.85598(W)     ADJUSTED  
 FD0978* NAVD 88     -       164.827  (meters)     540.77   (feet)  ADJUSTED  
 FD0978  ___________________________________________________________________
 FD0978  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FD0978  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0978  DYNAMIC HT  -         164.673 (meters)     540.26  (feet)  COMP
 FD0978  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0978
 FD0978  HORZ ORDER  -  SECOND
 FD0978  VERT ORDER  -  SECOND    CLASS 0
 FD0978
 FD0978.The horizontal coordinates were established by classical geodetic methods
 FD0978.and adjusted by the National Geodetic Survey in April 1999..
 FD0978
 FD0978.The orthometric height was determined by differential leveling
 FD0978.and adjusted by the National Geodetic Survey in June 1991..
 FD0978
 FD0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0978
 FD0978.The geoid height was determined by GEOID03.
 FD0978
 FD0978.The dynamic height is computed by dividing the NAVD 88
 FD0978.geopotential number by the normal gravity value computed on the
 FD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0978.degrees latitude (g = 980.6199 gals.).
 FD0978
 FD0978.The modeled gravity was interpolated from observed gravity values.
 FD0978
 FD0978;                    North         East     Units Scale Factor Converg.
 FD0978;SPC TN       -   108,127.830   431,762.438   MT  0.99999260   -1 04 58.4
 FD0978;SPC TN       -   354,749.39  1,416,540.60   sFT  0.99999260   -1 04 58.4
 FD0978;UTM  16      - 3,905,930.176   422,742.077   MT  0.99967356   -0 29 27.4
 FD0978
 FD0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0978!SPC TN       -   0.99997850  x   0.99999260  =   0.99997110
 FD0978!UTM  16      -   0.99997850  x   0.99967356  =   0.99965207
 FD0978
 FD0978                          SUPERSEDED SURVEY CONTROL
 FD0978
 FD0978  NAD 83(1995)-  35 17 36.84100(N)    087 50 58.85656(W) AD(       ) 2
 FD0978  NAD 83(1995)-  35 17 36.84103(N)    087 50 58.85664(W) AD(       ) 2
 FD0978  NAD 83(1995)-  35 17 36.84257(N)    087 50 58.85583(W) AD(       ) 2
 FD0978  NAD 83(1986)-  35 17 36.84637(N)    087 50 58.85501(W) AD(       ) 2
 FD0978  NAD 27      -  35 17 36.56500(N)    087 50 58.75980(W) AD(       ) 2
 FD0978  NGVD 29 (??/??/92)  164.805  (m)          540.70   (f) ADJ UNCH    2 0
 FD0978
 FD0978.Superseded values are not recommended for survey control.
 FD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0978.See file dsdata.txt to determine how the superseded data were derived.
 FD0978
 FD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2274205930(NAD 83)
 FD0978_MARKER: DD = SURVEY DISK
 FD0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0978_STAMPING: LEATHER AZI 1962
 FD0978_MARK LOGO: TNHD  
 FD0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0978+STABILITY: SURFACE MOTION
 FD0978
 FD0978  HISTORY     - Date     Condition        Report By
 FD0978  HISTORY     - 1962     MONUMENTED       TNHD
 FD0978  HISTORY     - 1962     GOOD             TNHD
 FD0978
 FD0978                          STATION DESCRIPTION
 FD0978
 FD0978'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0978'4 MI W FROM WAYNESBORO.
 FD0978'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0978'HIGHWAY 64 FOR 3.4 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0978'MARK IS 50 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64,
 FD0978'29 FEET EAST OF A CORNER GATE POST, 8 FEET SOUTHWEST OF A
 FD0978'BILLBOARD AND 1.9 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 FD0978'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0978'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0978
 FD0978                          STATION RECOVERY (1962)
 FD0978
 FD0978'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0978'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0978'STATE ROUTE 15, 29
 FD0978'FEET EAST OF A CORNER GATE POST, 8 FEET SOUTHWEST OF A
 FD0978'BILLBOARD, AND 1.9 FEET SOUTH
 FD0978'OF A WITNESS POST.  THE MARK IS A
 FD0978'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0978'IN A 10-INCH SQUARE,
 FD0978'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LEATHER AZI 1962.
 FD0978'1962.
 FD0978'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 15 AND
 FD0978'114, GO 6.1 MILES EAST
 FD0978'ON STATE ROUTE 15 TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1164 ***********************************************************************
 FD1164  DESIGNATION -  LEATHER RM 1
 FD1164  PID         -  FD1164
 FD1164  STATE/COUNTY-  TN/HICKMAN
 FD1164  USGS QUAD   -  SPOT (1942)
 FD1164
 FD1164                         *CURRENT SURVEY CONTROL
 FD1164  ___________________________________________________________________
 FD1164* NAD 83(1986)-  35 54 30.     (N)    087 36 56.     (W)     SCALED    
 FD1164* NAVD 88     -       151.836  (meters)     498.15   (feet)  ADJUSTED  
 FD1164  ___________________________________________________________________
 FD1164  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1164  DYNAMIC HT  -         151.703 (meters)     497.71  (feet)  COMP
 FD1164  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FD1164
 FD1164  VERT ORDER  -  SECOND    CLASS 0
 FD1164
 FD1164.The horizontal coordinates were scaled from a topographic map and have
 FD1164.an estimated accuracy of +/- 6 seconds.
 FD1164
 FD1164.The orthometric height was determined by differential leveling
 FD1164.and adjusted by the National Geodetic Survey in June 1991..
 FD1164
 FD1164.The geoid height was determined by GEOID03.
 FD1164
 FD1164.The dynamic height is computed by dividing the NAVD 88
 FD1164.geopotential number by the normal gravity value computed on the
 FD1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1164.degrees latitude (g = 980.6199 gals.).
 FD1164
 FD1164.The modeled gravity was interpolated from observed gravity values.
 FD1164
 FD1164;                    North         East    Units  Estimated Accuracy
 FD1164;SPC TN       -   175,950.      454,180.      MT  (+/- 180 meters Scaled)
 FD1164
 FD1164                          SUPERSEDED SURVEY CONTROL
 FD1164
 FD1164  NGVD 29 (??/??/92)  151.854  (m)          498.21   (f) ADJ UNCH    2 0
 FD1164
 FD1164.Superseded values are not recommended for survey control.
 FD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1164.See file dsdata.txt to determine how the superseded data were derived.
 FD1164
 FD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE444739(NAD 83)
 FD1164_MARKER: DR = REFERENCE MARK DISK
 FD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1164_STAMPING: LEATHER NO 1 1959
 FD1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1164+STABILITY: SURFACE MOTION
 FD1164
 FD1164  HISTORY     - Date     Condition        Report By
 FD1164  HISTORY     - 1959     MONUMENTED       CGS
 FD1164
 FD1164                          STATION DESCRIPTION
 FD1164
 FD1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1164'7.6 MI NE FROM ONLY.
 FD1164'THIS MARK IS LOCATED AT THE LEATHER 1959 STATION SITE, 38.1 FT.
 FD1164'NORTH-NORTHEAST OF THE STATION MARK, 24 FT. SOUTH OF THE CENTER OF
 FD1164'A GRAVELED ROAD, AND 2 FT. SOUTH OF A FENCE, A DISK SET IN TOP OF
 FD1164'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT
 FD1164'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1162 ***********************************************************************
 FD1162  DESIGNATION -  LEATHER RM 2
 FD1162  PID         -  FD1162
 FD1162  STATE/COUNTY-  TN/HICKMAN
 FD1162  USGS QUAD   -  SPOT (1942)
 FD1162
 FD1162                         *CURRENT SURVEY CONTROL
 FD1162  ___________________________________________________________________
 FD1162* NAD 83(1986)-  35 54 30.     (N)    087 36 56.     (W)     SCALED    
 FD1162* NAVD 88     -       152.129  (meters)     499.11   (feet)  ADJUSTED  
 FD1162  ___________________________________________________________________
 FD1162  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1162  DYNAMIC HT  -         151.996 (meters)     498.67  (feet)  COMP
 FD1162  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FD1162
 FD1162  VERT ORDER  -  SECOND    CLASS 0
 FD1162
 FD1162.The horizontal coordinates were scaled from a topographic map and have
 FD1162.an estimated accuracy of +/- 6 seconds.
 FD1162
 FD1162.The orthometric height was determined by differential leveling
 FD1162.and adjusted by the National Geodetic Survey in June 1991..
 FD1162
 FD1162.The geoid height was determined by GEOID03.
 FD1162
 FD1162.The dynamic height is computed by dividing the NAVD 88
 FD1162.geopotential number by the normal gravity value computed on the
 FD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1162.degrees latitude (g = 980.6199 gals.).
 FD1162
 FD1162.The modeled gravity was interpolated from observed gravity values.
 FD1162
 FD1162;                    North         East    Units  Estimated Accuracy
 FD1162;SPC TN       -   175,950.      454,180.      MT  (+/- 180 meters Scaled)
 FD1162
 FD1162                          SUPERSEDED SURVEY CONTROL
 FD1162
 FD1162  NGVD 29 (??/??/92)  152.147  (m)          499.17   (f) ADJ UNCH    2 0
 FD1162
 FD1162.Superseded values are not recommended for survey control.
 FD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1162.See file dsdata.txt to determine how the superseded data were derived.
 FD1162
 FD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE444739(NAD 83)
 FD1162_MARKER: DR = REFERENCE MARK DISK
 FD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1162_STAMPING: LEATHER NO 2 1959
 FD1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1162+STABILITY: SURFACE MOTION
 FD1162
 FD1162  HISTORY     - Date     Condition        Report By
 FD1162  HISTORY     - 1959     MONUMENTED       CGS
 FD1162
 FD1162                          STATION DESCRIPTION
 FD1162
 FD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1162'7.6 MI NE FROM ONLY.
 FD1162'THIS MARK IS LOCATED AT THE LEATHER 1959 STATION SITE, 41.7 FT.
 FD1162'WEST-NORTHWEST OF THE STATION MARK, 23 FT. SOUTH OF THE CENTER
 FD1162'OF A GRAVELED ROAD, 2 FT. SOUTH OF A FENCE, A DISK SET IN TOP
 FD1162'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND,
 FD1162'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0186 ***********************************************************************
 GC0186  DESIGNATION -  LEBANON
 GC0186  PID         -  GC0186
 GC0186  STATE/COUNTY-  TN/WILSON
 GC0186  USGS QUAD   -  LEBANON (1983)
 GC0186
 GC0186                         *CURRENT SURVEY CONTROL
 GC0186  ___________________________________________________________________
 GC0186* NAD 83(1986)-  36 12 29.     (N)    086 17 28.     (W)     SCALED    
 GC0186* NAVD 88     -       161.596  (meters)     530.17   (feet)  ADJUSTED  
 GC0186  ___________________________________________________________________
 GC0186  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0186  DYNAMIC HT  -         161.463 (meters)     529.73  (feet)  COMP
 GC0186  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GC0186
 GC0186  VERT ORDER  -  SECOND    CLASS 0
 GC0186
 GC0186.The horizontal coordinates were scaled from a topographic map and have
 GC0186.an estimated accuracy of +/- 6 seconds.
 GC0186
 GC0186.The orthometric height was determined by differential leveling
 GC0186.and adjusted by the National Geodetic Survey in June 1991..
 GC0186
 GC0186.The geoid height was determined by GEOID03.
 GC0186
 GC0186.The dynamic height is computed by dividing the NAVD 88
 GC0186.geopotential number by the normal gravity value computed on the
 GC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0186.degrees latitude (g = 980.6199 gals.).
 GC0186
 GC0186.The modeled gravity was interpolated from observed gravity values.
 GC0186
 GC0186;                    North         East    Units  Estimated Accuracy
 GC0186;SPC TN       -   208,040.      573,820.      MT  (+/- 180 meters Scaled)
 GC0186
 GC0186                          SUPERSEDED SURVEY CONTROL
 GC0186
 GC0186  NGVD 29 (??/??/92)  161.660  (m)          530.38   (f) ADJ UNCH    2 0
 GC0186
 GC0186.Superseded values are not recommended for survey control.
 GC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0186.See file dsdata.txt to determine how the superseded data were derived.
 GC0186
 GC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF637072(NAD 83)
 GC0186_MARKER: DB = BENCH MARK DISK
 GC0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0186_SP_SET: BUILDING
 GC0186_STAMPING: LEBANON 1935
 GC0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0186+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0186
 GC0186  HISTORY     - Date     Condition        Report By
 GC0186  HISTORY     - 1935     MONUMENTED       CGS
 GC0186  HISTORY     - 20010226 GOOD             TNDT
 GC0186
 GC0186                          STATION DESCRIPTION
 GC0186
 GC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0186'AT LEBANON.
 GC0186'AT LEBANON, WILSON COUNTY, IN THE PUBLIC SQUARE IN FRONT OF
 GC0186'THE COURTHOUSE, AT THE CONFEDERATE MEMORIAL, AND IN THE NORTHWEST
 GC0186'CORNER OF THE BOTTOM STEP.  A STANDARD DISK, STAMPED LEBANON
 GC0186'1935.
 GC0186
 GC0186                          STATION RECOVERY (2001)
 GC0186
 GC0186'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0186'COURTHOUSE HAS BEEN DEMOLISHED, BUT CONFEDERATE MONUMENT IS STILL IN
 GC0186'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2439 ***********************************************************************
 FE2439  DESIGNATION -  LEBANON
 FE2439  PID         -  FE2439
 FE2439  STATE/COUNTY-  TN/HAYWOOD
 FE2439  USGS QUAD   -  BROWNSVILLE (1983)
 FE2439
 FE2439                         *CURRENT SURVEY CONTROL
 FE2439  ___________________________________________________________________
 FE2439* NAD 83(1995)-  35 36 19.95561(N)    089 21 30.26063(W)     ADJUSTED  
 FE2439* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FE2439  ___________________________________________________________________
 FE2439  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FE2439  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE2439
 FE2439  HORZ ORDER  -  SECOND
 FE2439
 FE2439.The horizontal coordinates were established by classical geodetic methods
 FE2439.and adjusted by the National Geodetic Survey in April 1999..
 FE2439
 FE2439.The orthometric height was scaled from a topographic map.
 FE2439
 FE2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2439
 FE2439.The geoid height was determined by GEOID03.
 FE2439
 FE2439;                    North         East     Units Scale Factor Converg.
 FE2439;SPC TN       -   146,371.031   295,766.007   MT  0.99995631   -1 57 58.1
 FE2439;SPC TN       -   480,218.96    970,358.97   sFT  0.99995631   -1 57 58.1
 FE2439;UTM  16      - 3,942,759.498   286,369.431   MT  1.00016243   -1 22 24.9
 FE2439
 FE2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2439!SPC TN       -   0.99998395  x   0.99995631  =   0.99994026
 FE2439!UTM  16      -   0.99998395  x   1.00016243  =   1.00014638
 FE2439
 FE2439:                Primary Azimuth Mark                     Grid Az
 FE2439:SPC TN       -  LEBANON AZ MK                            064 55 05.7
 FE2439:UTM  16      -  LEBANON AZ MK                            064 19 32.5
 FE2439
 FE2439|---------------------------------------------------------------------|
 FE2439| PID    Reference Object                     Distance      Geod. Az  |
 FE2439|                                                           dddmmss.s |
 FE2439| CG3683 LEBANON AZ MK                                      0625707.6 |
 FE2439| FE2436 BROWNSVILLE MUN TANK                APPROX. 9.1 KM 0972304.6 |
 FE2439| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 8.9 KM 0973230.8 |
 FE2439| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 9.3 KM 1014000.9 |
 FE2439| FE2437 BROWNSVILLE RAD STA KID 59 MST      APPROX. 6.8 KM 1213639.7 |
 FE2439| CG3684 LEBANON RM 1                         24.387 METERS 19255     |
 FE2439| CG3685 LEBANON RM 2                         17.220 METERS 26509     |
 FE2439|---------------------------------------------------------------------|
 FE2439
 FE2439                          SUPERSEDED SURVEY CONTROL
 FE2439
 FE2439  NAD 83(1995)-  35 36 19.96149(N)    089 21 30.26219(W) AD(       ) 2
 FE2439  NAD 83(1986)-  35 36 19.96706(N)    089 21 30.26144(W) AD(       ) 2
 FE2439  NAD 27      -  35 36 19.68310(N)    089 21 30.00680(W) AD(       ) 2
 FE2439
 FE2439.Superseded values are not recommended for survey control.
 FE2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2439.See file dsdata.txt to determine how the superseded data were derived.
 FE2439
 FE2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8636942759(NAD 83)
 FE2439_MARKER: DS = TRIANGULATION STATION DISK
 FE2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2439
 FE2439  HISTORY     - Date     Condition        Report By
 FE2439  HISTORY     - 1958     MONUMENTED       CGS
 FE2439
 FE2439                          STATION DESCRIPTION
 FE2439
 FE2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2439'THE STATION IS ABOUT 10 MILES NORTH OF STANTON, ABOUT 6 MILES WEST OF
 FE2439'BROWNSVILLE AND ON PROPERTY OWNED BY MR. JAMES CARLTON.  IT IS 26
 FE2439'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET SOUTHEAST OF
 FE2439'A WHITE WITNESS POST AND 8 FEET EAST OF A FENCE.  THE MONUMENT IS
 FE2439'UNDERGROUND 12 INCHES AND THE DISK IS STAMPED LEBANON 1958.
 FE2439'
 FE2439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 54 AT
 FE2439'THE WEST EDGE OF BROWNSVILLE, GO NORTHWEST ON HIGHWAY 19 FOR
 FE2439'1.45 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE
 FE2439'PAVED ROAD FOR 0.5 MILE TO A REVERSE Y.  KEEP TO THE RIGHT AND GO
 FE2439'WEST ON THE PAVED ROAD FOR 1.65 MILES TO A GRAVELED CROSSROAD.
 FE2439'CONTINUE WEST ON THE PAVED ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT.*
 FE2439'CONTINUE WEST FOR 0.5 MILE TO A CHURCH ON THE RIGHT AND A SIDE ROAD
 FE2439'LEFT.  TURN LEFT AND GO SOUTH FOR 0.45 MILE ON THE GRAVELED ROAD TO
 FE2439'THE STATION ON THE LEFT AS DESCRIBED.
 FE2439'
 FE2439'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH FOR 0.1 MILE TO
 FE2439'A FRAME HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 FE2439'
 FE2439'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2439'ROAD AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS 2
 FE2439'INCHES AND THE DISK IS STAMPED LEBANON NO 1 1958.
 FE2439'
 FE2439'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2439'ROAD AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 2
 FE2439'INCHES AND THE DISK IS STAMPED LEBANON NO 2 1958.
 FE2439'
 FE2439'THE AZIMUTH MARK IS 55 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2439'HOUSE, 14 FEET EAST OF A 12 INCH CEDAR TREE, 2 FEET SOUTH OF A
 FE2439'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS
 FE2439'3 INCHES AND THE DISK IS STAMPED LEBANON 1958.
 FE2439'
 FE2439'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2717 ***********************************************************************
 GC2717  DESIGNATION -  LEBANON
 GC2717  PID         -  GC2717
 GC2717  STATE/COUNTY-  TN/WILSON
 GC2717  USGS QUAD   -  LEBANON (1983)
 GC2717
 GC2717                         *CURRENT SURVEY CONTROL
 GC2717  ___________________________________________________________________
 GC2717* NAD 83(1995)-  36 12 16.46640(N)    086 17 58.71684(W)     ADJUSTED  
 GC2717* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 GC2717  ___________________________________________________________________
 GC2717  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GC2717  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC2717
 GC2717  HORZ ORDER  -  SECOND
 GC2717
 GC2717.The horizontal coordinates were established by classical geodetic methods
 GC2717.and adjusted by the National Geodetic Survey in April 1999..
 GC2717
 GC2717.The orthometric height was scaled from a topographic map.
 GC2717
 GC2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2717
 GC2717.The geoid height was determined by GEOID03.
 GC2717
 GC2717;                    North         East     Units Scale Factor Converg.
 GC2717;SPC TN       -   207,655.498   573,053.851   MT  0.99996925   -0 10 31.5
 GC2717;SPC TN       -   681,283.08  1,880,094.18   sFT  0.99996925   -0 10 31.5
 GC2717;UTM  16      - 4,006,866.377   562,958.510   MT  0.99964884   +0 24 49.3
 GC2717
 GC2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2717!SPC TN       -   0.99997790  x   0.99996925  =   0.99994715
 GC2717!UTM  16      -   0.99997790  x   0.99964884  =   0.99962674
 GC2717
 GC2717:                Primary Azimuth Mark                     Grid Az
 GC2717:SPC TN       -  LEBANON MUNICIPAL STANDPIPE              065 20 46.1
 GC2717:UTM  16      -  LEBANON MUNICIPAL STANDPIPE              064 45 25.3
 GC2717
 GC2717|---------------------------------------------------------------------|
 GC2717| PID    Reference Object                     Distance      Geod. Az  |
 GC2717|                                                           dddmmss.s |
 GC2717| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 2.2 KM 0651014.6 |
 GC2717| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 2.9 KM 0835337.1 |
 GC2717| CG6746 LEBANON AZ MK                                      1040050.9 |
 GC2717| CG6747 LEBANON RM 1                         41.889 METERS 13629     |
 GC2717| GC2153 LEBANON CUMBERLAND U CLOCK TWR       64.749 METERS 19537     |
 GC2717| CG6748 LEBANON RM 2                         37.170 METERS 23300     |
 GC2717| GC2155 LEBANON MUNICIPAL TANK              APPROX. 2.9 KM 3182928.8 |
 GC2717| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.15.3 KM 3232612.1 |
 GC2717|---------------------------------------------------------------------|
 GC2717
 GC2717                          SUPERSEDED SURVEY CONTROL
 GC2717
 GC2717  NAD 83(1995)-  36 12 16.46920(N)    086 17 58.71956(W) AD(       ) 2
 GC2717  NAD 83(1995)-  36 12 16.47149(N)    086 17 58.72074(W) AD(       ) 2
 GC2717  NAD 83(1986)-  36 12 16.47768(N)    086 17 58.71924(W) AD(       ) 2
 GC2717  NAD 27      -  36 12 16.28150(N)    086 17 58.74780(W) AD(       ) 2
 GC2717
 GC2717.Superseded values are not recommended for survey control.
 GC2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2717.See file dsdata.txt to determine how the superseded data were derived.
 GC2717
 GC2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6295906866(NAD 83)
 GC2717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2717
 GC2717  HISTORY     - Date     Condition        Report By
 GC2717  HISTORY     - 1934     MONUMENTED       CGS
 GC2717  HISTORY     - 1960     GOOD             CGS
 GC2717
 GC2717                          STATION DESCRIPTION
 GC2717
 GC2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2717'ON CAMPUS OF CUMBERLAND UNIVERSITY, 94.8 FEET NORTH OF NORTHEAST
 GC2717'CORNER OF MAIN BUILDING, AND 121.8 FEET FROM CENTER LINE OF
 GC2717'DRIVE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 GC2717'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GC2717'STANDARD REFERENCE DISKS SET IN SQUARE CONCRETE MONUMENTS.
 GC2717'ONE REFERENCE MARK
 GC2717'IS 131.2 FEET FROM NORTHEAST CORNER OF MAIN BUILDING, 15.6 FEET
 GC2717'FROM CENTER LINE OF DRIVE, AND 137.42 FEET FROM STATION, S 43 DEG 32
 GC2717'MIN E.  OTHER IS 7.0 FEET FROM NORTHWEST CORNER OF MAIN
 GC2717'BUILDING, 62.5 FEET FROM NORTHEAST CORNER OF MAIN BUILDING, AND
 GC2717'121.94 FEET FROM STATION, S 53 DEG 01 MIN W.  AZIMUTH MARK IS
 GC2717'ON EDGE OF CAMPUS, 24.6 FEET FROM CENTER LINE OF GREENWOOD STREET,
 GC2717'2.4 FEET FROM INSIDE EDGE OF BRICK SIDEWALK, 75.3 FEET NORTH FROM
 GC2717'CENTER LINE OF MAIN ENTRANCE DRIVEWAY OF CAMPUS, AND 1/4 MILE
 GC2717'FROM STATION, S 75 DEG 59 MIN 11 SEC E.  FOLLOWING BEARINGS
 GC2717'ARE FROM STATION- LEBANON, CUMBERLAND UNIVERSITY,
 GC2717'ADMINISTRATION BUILDING, FINIAL OF CLOCK TOWER, DISTANCE 64.8 METERS
 GC2717'(213 FEET), S 15 DEG 37 MIN W,
 GC2717'AND CUMBERLAND UNIVERSITY, DORMITORY, RIGHT EDGE OF TOP OF
 GC2717'CHIMNEY, N 54 DEG 11 MIN 45 SEC E.
 GC2717
 GC2717                          STATION RECOVERY (1960)
 GC2717
 GC2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2717'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2717'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2152 ***********************************************************************
 GC2152  DESIGNATION -  LEBANON ALUMINUM WATER TANK
 GC2152  PID         -  GC2152
 GC2152  STATE/COUNTY-  TN/WILSON
 GC2152  USGS QUAD   -  LEBANON (1983)
 GC2152
 GC2152                         *CURRENT SURVEY CONTROL
 GC2152  ___________________________________________________________________
 GC2152* NAD 83(1995)-  36 12 44.06061(N)    086 16 36.61718(W)     ADJUSTED  
 GC2152* NAVD 88     -                                                        
 GC2152  ___________________________________________________________________
 GC2152  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GC2152  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2152
 GC2152  HORZ ORDER  -  THIRD
 GC2152
 GC2152.The horizontal coordinates were established by classical geodetic methods
 GC2152.and adjusted by the National Geodetic Survey in April 1999..
 GC2152
 GC2152
 GC2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2152
 GC2152.The geoid height was determined by GEOID03.
 GC2152
 GC2152;                    North         East     Units Scale Factor Converg.
 GC2152;SPC TN       -   208,499.965   575,107.086   MT  0.99997012   -0 09 43.5
 GC2152;SPC TN       -   684,053.64  1,886,830.50   sFT  0.99997012   -0 09 43.5
 GC2152;UTM  16      - 4,007,731.638   565,002.299   MT  0.99965206   +0 25 38.1
 GC2152
 GC2152                          SUPERSEDED SURVEY CONTROL
 GC2152
 GC2152  NAD 83(1995)-  36 12 44.06322(N)    086 16 36.61944(W) AD(       ) 4
 GC2152  NAD 83(1995)-  36 12 44.06572(N)    086 16 36.62082(W) AD(       ) 4
 GC2152  NAD 83(1986)-  36 12 44.07202(N)    086 16 36.61897(W) AD(       ) 4
 GC2152  NAD 27      -  36 12 43.88000(N)    086 16 36.64000(W) AD(       ) 3
 GC2152
 GC2152.Superseded values are not recommended for survey control.
 GC2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2152.See file dsdata.txt to determine how the superseded data were derived.
 GC2152
 GC2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6500207732(NAD 83)
 GC2152_MARKER: 51 = TANK
 GC2152
 GC2152  HISTORY     - Date     Condition        Report By
 GC2152  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2152
 GC2152                          STATION DESCRIPTION
 GC2152
 GC2152'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2153 ***********************************************************************
 GC2153  DESIGNATION -  LEBANON CUMBERLAND U CLOCK TWR
 GC2153  PID         -  GC2153
 GC2153  STATE/COUNTY-  TN/WILSON
 GC2153  USGS QUAD   -  LEBANON (1983)
 GC2153
 GC2153                         *CURRENT SURVEY CONTROL
 GC2153  ___________________________________________________________________
 GC2153* NAD 83(1995)-  36 12 14.44320(N)    086 17 59.41433(W)     ADJUSTED  
 GC2153* NAVD 88     -                                                        
 GC2153  ___________________________________________________________________
 GC2153  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GC2153  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2153
 GC2153  HORZ ORDER  -  THIRD
 GC2153
 GC2153.The horizontal coordinates were established by classical geodetic methods
 GC2153.and adjusted by the National Geodetic Survey in April 1999..
 GC2153
 GC2153
 GC2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2153
 GC2153.The geoid height was determined by GEOID03.
 GC2153
 GC2153;                    North         East     Units Scale Factor Converg.
 GC2153;SPC TN       -   207,593.192   573,036.237   MT  0.99996919   -0 10 31.9
 GC2153;SPC TN       -   681,078.66  1,880,036.39   sFT  0.99996919   -0 10 31.9
 GC2153;UTM  16      - 4,006,803.914   562,941.543   MT  0.99964881   +0 24 48.9
 GC2153
 GC2153                          SUPERSEDED SURVEY CONTROL
 GC2153
 GC2153  NAD 83(1995)-  36 12 14.44603(N)    086 17 59.41704(W) AD(       ) 4
 GC2153  NAD 83(1995)-  36 12 14.44833(N)    086 17 59.41823(W) AD(       ) 4
 GC2153  NAD 83(1986)-  36 12 14.45463(N)    086 17 59.41668(W) AD(       ) 4
 GC2153  NAD 27      -  36 12 14.25700(N)    086 17 59.44600(W) AD(       ) 3
 GC2153
 GC2153.Superseded values are not recommended for survey control.
 GC2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2153.See file dsdata.txt to determine how the superseded data were derived.
 GC2153
 GC2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6294206804(NAD 83)
 GC2153_MARKER: 55 = TOWER
 GC2153
 GC2153  HISTORY     - Date     Condition        Report By
 GC2153  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2153
 GC2153                          STATION DESCRIPTION
 GC2153
 GC2153'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2154 ***********************************************************************
 GC2154  DESIGNATION -  LEBANON MUNICIPAL STANDPIPE
 GC2154  PID         -  GC2154
 GC2154  STATE/COUNTY-  TN/WILSON
 GC2154  USGS QUAD   -  LEBANON (1983)
 GC2154
 GC2154                         *CURRENT SURVEY CONTROL
 GC2154  ___________________________________________________________________
 GC2154* NAD 83(1995)-  36 12 46.39394(N)    086 16 38.87865(W)     ADJUSTED  
 GC2154* NAVD 88     -                                                        
 GC2154  ___________________________________________________________________
 GC2154  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GC2154  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2154
 GC2154  HORZ ORDER  -  THIRD
 GC2154
 GC2154.The horizontal coordinates were established by classical geodetic methods
 GC2154.and adjusted by the National Geodetic Survey in April 1999..
 GC2154
 GC2154
 GC2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2154
 GC2154.The geoid height was determined by GEOID03.
 GC2154
 GC2154;                    North         East     Units Scale Factor Converg.
 GC2154;SPC TN       -   208,572.043   575,050.804   MT  0.99997020   -0 09 44.8
 GC2154;SPC TN       -   684,290.11  1,886,645.85   sFT  0.99997020   -0 09 44.8
 GC2154;UTM  16      - 4,007,803.111   564,945.298   MT  0.99965197   +0 25 36.8
 GC2154
 GC2154                          SUPERSEDED SURVEY CONTROL
 GC2154
 GC2154  NAD 83(1995)-  36 12 46.39668(N)    086 16 38.88150(W) AD(       ) 4
 GC2154  NAD 83(1995)-  36 12 46.39904(N)    086 16 38.88255(W) AD(       ) 4
 GC2154  NAD 83(1986)-  36 12 46.40544(N)    086 16 38.88100(W) AD(       ) 4
 GC2154  NAD 27      -  36 12 46.21000(N)    086 16 38.91100(W) AD(       ) 3
 GC2154
 GC2154.Superseded values are not recommended for survey control.
 GC2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2154.See file dsdata.txt to determine how the superseded data were derived.
 GC2154
 GC2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6494507803(NAD 83)
 GC2154_MARKER: 52 = STANDPIPE TANK
 GC2154
 GC2154  HISTORY     - Date     Condition        Report By
 GC2154  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2154
 GC2154                          STATION DESCRIPTION
 GC2154
 GC2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2154'THE STATION IS LOCATED IN THE EASTERN SECTION OF LEBANON.  THE
 GC2154'STANDPIPE IS 54.8 FEET IN DIAMETER, AND THE OVER-ALL HEIGHT IS
 GC2154'88.6 FEET.  IT IS LIGHT GREEN IN COLOR.  THE APEX WAS THE POINT
 GC2154'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2155 ***********************************************************************
 GC2155  DESIGNATION -  LEBANON MUNICIPAL TANK
 GC2155  PID         -  GC2155
 GC2155  STATE/COUNTY-  TN/WILSON
 GC2155  USGS QUAD   -  LEBANON (1983)
 GC2155
 GC2155                         *CURRENT SURVEY CONTROL
 GC2155  ___________________________________________________________________
 GC2155* NAD 83(1995)-  36 13 25.79747(N)    086 19 14.45052(W)     ADJUSTED  
 GC2155* NAVD 88     -                                                        
 GC2155  ___________________________________________________________________
 GC2155  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GC2155  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC2155
 GC2155  HORZ ORDER  -  THIRD
 GC2155
 GC2155.The horizontal coordinates were established by classical geodetic methods
 GC2155.and adjusted by the National Geodetic Survey in April 1999..
 GC2155
 GC2155
 GC2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2155
 GC2155.The geoid height was determined by GEOID03.
 GC2155
 GC2155;                    North         East     Units Scale Factor Converg.
 GC2155;SPC TN       -   209,798.413   571,169.047   MT  0.99997148   -0 11 15.9
 GC2155;SPC TN       -   688,313.63  1,873,910.45   sFT  0.99997148   -0 11 15.9
 GC2155;UTM  16      - 4,008,989.113   561,052.386   MT  0.99964592   +0 24 05.2
 GC2155
 GC2155                          SUPERSEDED SURVEY CONTROL
 GC2155
 GC2155  NAD 83(1995)-  36 13 25.80018(N)    086 19 14.45308(W) AD(       ) 4
 GC2155  NAD 83(1995)-  36 13 25.80253(N)    086 19 14.45439(W) AD(       ) 4
 GC2155  NAD 83(1986)-  36 13 25.80866(N)    086 19 14.45301(W) AD(       ) 4
 GC2155  NAD 27      -  36 13 25.61700(N)    086 19 14.48200(W) AD(       ) 3
 GC2155
 GC2155.Superseded values are not recommended for survey control.
 GC2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2155.See file dsdata.txt to determine how the superseded data were derived.
 GC2155
 GC2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6105208989(NAD 83)
 GC2155_MARKER: 53 = ELEVATED TANK
 GC2155
 GC2155  HISTORY     - Date     Condition        Report By
 GC2155  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2155
 GC2155                          STATION DESCRIPTION
 GC2155
 GC2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2155'THE STATION IS LOCATED IN THE WESTERN SECTION OF LEBANON.  THE TANK
 GC2155'IS SUPPORTED BY A 7-LEGGED STEEL STRUCTURE AND ITS OVER-ALL HEIGHT
 GC2155'IS 155 FEET.  IT IS PAINTED LIGHT GREEN IN COLOR, WITH LEBANON
 GC2155'INDUSTRIAL SUBDIVISION, PAINTED IN BLACK LETTERING ON THE TANK.
 GC2155'THE APEX WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2156 ***********************************************************************
 GC2156  DESIGNATION -  LEBANON NORTH BASE
 GC2156  PID         -  GC2156
 GC2156  STATE/COUNTY-  TN/WILSON
 GC2156  USGS QUAD   -  LEBANON (1983)
 GC2156
 GC2156                         *CURRENT SURVEY CONTROL
 GC2156  ___________________________________________________________________
 GC2156* NAD 83(1995)-  36 12 46.80742(N)    086 18 24.94837(W)     ADJUSTED  
 GC2156* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 GC2156  ___________________________________________________________________
 GC2156  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GC2156  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2156
 GC2156  HORZ ORDER  -  FIRST
 GC2156
 GC2156.The horizontal coordinates were established by classical geodetic methods
 GC2156.and adjusted by the National Geodetic Survey in April 1999..
 GC2156
 GC2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2156
 GC2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2156
 GC2156.The geoid height was determined by GEOID03.
 GC2156
 GC2156;                    North         East     Units Scale Factor Converg.
 GC2156;SPC TN       -   208,592.697   572,401.528   MT  0.99997021   -0 10 46.9
 GC2156;SPC TN       -   684,357.87  1,877,954.01   sFT  0.99997021   -0 10 46.9
 GC2156;UTM  16      - 4,007,796.521   562,296.797   MT  0.99964782   +0 24 34.1
 GC2156
 GC2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2156!SPC TN       -   0.99997647  x   0.99997021  =   0.99994668
 GC2156!UTM  16      -   0.99997647  x   0.99964782  =   0.99962430
 GC2156
 GC2156|---------------------------------------------------------------------|
 GC2156| PID    Reference Object                     Distance      Geod. Az  |
 GC2156|                                                           dddmmss.s |
 GC2156| CG6749 LEBANON NORTH BASE RM 1              21.007 METERS 08102     |
 GC2156| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 2.6 KM 0901600.9 |
 GC2156| GC2151 SPRING                              APPROX. 8.1 KM 0942621.6 |
 GC2156| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 3.6 KM 1000142.0 |
 GC2156| CG6750 LEBANON NORTH BASE RM 2              17.188 METERS 21726     |
 GC2156| GC2155 LEBANON MUNICIPAL TANK              APPROX. 1.7 KM 3141129.1 |
 GC2156| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.14.1 KM 3231826.4 |
 GC2156|---------------------------------------------------------------------|
 GC2156
 GC2156                          SUPERSEDED SURVEY CONTROL
 GC2156
 GC2156  NAD 83(1995)-  36 12 46.81019(N)    086 18 24.95103(W) AD(       ) 1
 GC2156  NAD 83(1995)-  36 12 46.81251(N)    086 18 24.95226(W) AD(       ) 1
 GC2156  NAD 83(1986)-  36 12 46.81867(N)    086 18 24.95084(W) AD(       ) 1
 GC2156  NAD 27      -  36 12 46.62400(N)    086 18 24.97900(W) AD(       ) 1
 GC2156  NGVD 29 (07/19/86)  179.1    (m)          588.     (f) VERT ANG       
 GC2156
 GC2156.Superseded values are not recommended for survey control.
 GC2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2156.See file dsdata.txt to determine how the superseded data were derived.
 GC2156
 GC2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6229707797(NAD 83)
 GC2156_MARKER: B = BOLT
 GC2156_SETTING: 0 = UNSPECIFIED SETTING
 GC2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2156+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC2156
 GC2156  HISTORY     - Date     Condition        Report By
 GC2156  HISTORY     - 1877     MONUMENTED       CGS
 GC2156  HISTORY     - 1934     GOOD             CGS
 GC2156  HISTORY     - 1960     GOOD             CGS
 GC2156  HISTORY     - 20010226 GOOD             TNDT
 GC2156
 GC2156                          STATION DESCRIPTION
 GC2156
 GC2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (AHB)
 GC2156'NEAR LEBANON, ABOUT 1,524 METERS (5,000 FEET) N. 68-3/4 DEG. W. FROM
 GC2156'SQUARE, ABOUT 393 METERS (1,289 FEET) NORTH OF NASHVILLE PIKE
 GC2156'(CONTINUATION OF WEST MAIN STREET), ON SMALL ELEVATION, AND ON
 GC2156'PROPERTY OWNED (IN 1878) BY W. H. BROWN.
 GC2156
 GC2156                          STATION RECOVERY (1934)
 GC2156
 GC2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GC2156'IN 1934 STATION WAS
 GC2156'REPORTED TO BE IN SIDEWALK AT SOUTH ENTRANCE TO MAIN BUILDING OF
 GC2156'CASTLE HEIGHTS MILITARY ACADEMY.  UNDERGROUND MARK IS CROSS IN
 GC2156'1-INCH COPPER BOLT, 6 INCHES LONG, LEADED INTO STONE POST, 1 FOOT
 GC2156'SQUARE BY 2-1/2 FEET LONG, BURIED WITH TOP 3 FEET BELOW SURFACE
 GC2156'OF GROUND.  ABOUT THIS IS FOUNDATION, 5 FEET SQUARE BY 1 FOOT THICK,
 GC2156'LAID IN CEMENT, LEAVING CLEAR OPENING ABOVE POST 1 FOOT SQUARE.  ON
 GC2156'THIS RESTS BLOCK OF LIMESTONE, 2-3/4 FEET SQUARE BY 2-1/4 FEET
 GC2156'DEEP, RISING 3 INCHES ABOVE GROUND.  IN TOP OF THIS IS LEADED 1-INCH
 GC2156'BOLT, 6 INCHES LONG, WITH CROSS ON HEAD.  ON THIS RESTS POLISHED
 GC2156'LIMESTONE MONUMENT, 2-3/4 FEET HIGH BY 1-1/2 FEET SQUARE, WITH
 GC2156'INSCRIPTION NORTH BASE U.S.C.S. TENNESSEE 1877.
 GC2156
 GC2156                          STATION RECOVERY (1960)
 GC2156
 GC2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2156'THE STATION MARK WAS RECOVERED AND FOUND IN EXCELLENT CONDITION AS
 GC2156'DESCRIBED IN 1877 AND 1934.  REFERENCE MARK NO. 1 AND REFERENCE
 GC2156'MARK NO. 2 WERE ESTABLISHED BY THIS PARTY.  A DESCRIPTION OF THE
 GC2156'REFERENCE MARKS FOLLOWS.
 GC2156'
 GC2156'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE SOUTHEAST CORNER OF
 GC2156'BUCHANAN HALL AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE SIDE WALK.
 GC2156'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDE
 GC2156'WALK, FLUSH, AND IS STAMPED LEBANON N BASE NO 1 1877.
 GC2156'
 GC2156'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE FRONT DOORSTEP AT THE
 GC2156'MAIN ENTRANCE TO BUCHANAN HALL AND 7 FEET SOUTHWEST OF THE FLAG
 GC2156'POLE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GC2156'WEST CURB OF THE SIDE WALK, FLUSH, AND IS STAMPED LEBANON N BASE NO 2
 GC2156'1877.
 GC2156'
 GC2156'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GC2156'
 GC2156'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GC2156
 GC2156                          STATION RECOVERY (2001)
 GC2156
 GC2156'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2157 ***********************************************************************
 GC2157  DESIGNATION -  LEBANON RADIO STA WCOR MAST
 GC2157  PID         -  GC2157
 GC2157  STATE/COUNTY-  TN/WILSON
 GC2157  USGS QUAD   -  LEBANON (1983)
 GC2157
 GC2157                         *CURRENT SURVEY CONTROL
 GC2157  ___________________________________________________________________
 GC2157* NAD 83(1995)-  36 12 26.46757(N)    086 16 03.18508(W)     ADJUSTED  
 GC2157* NAVD 88     -                                                        
 GC2157  ___________________________________________________________________
 GC2157  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GC2157  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2157
 GC2157  HORZ ORDER  -  THIRD
 GC2157
 GC2157.The horizontal coordinates were established by classical geodetic methods
 GC2157.and adjusted by the National Geodetic Survey in April 1999..
 GC2157
 GC2157
 GC2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2157
 GC2157.The geoid height was determined by GEOID03.
 GC2157
 GC2157;                    North         East     Units Scale Factor Converg.
 GC2157;SPC TN       -   207,955.390   575,940.649   MT  0.99996956   -0 09 23.9
 GC2157;SPC TN       -   682,266.98  1,889,565.28   sFT  0.99996956   -0 09 23.9
 GC2157;UTM  16      - 4,007,195.836   565,841.153   MT  0.99965341   +0 25 57.6
 GC2157
 GC2157                          SUPERSEDED SURVEY CONTROL
 GC2157
 GC2157  NAD 83(1995)-  36 12 26.47034(N)    086 16 03.18799(W) AD(       ) 4
 GC2157  NAD 83(1995)-  36 12 26.47269(N)    086 16 03.18894(W) AD(       ) 4
 GC2157  NAD 83(1986)-  36 12 26.47910(N)    086 16 03.18733(W) AD(       ) 4
 GC2157  NAD 27      -  36 12 26.28300(N)    086 16 03.21800(W) AD(       ) 3
 GC2157
 GC2157.Superseded values are not recommended for survey control.
 GC2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2157.See file dsdata.txt to determine how the superseded data were derived.
 GC2157
 GC2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6584107196(NAD 83)
 GC2157_MARKER: 42 = RADIO/TV MAST
 GC2157
 GC2157  HISTORY     - Date     Condition        Report By
 GC2157  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2157
 GC2157                          STATION DESCRIPTION
 GC2157
 GC2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2157'THE STATION IS LOCATED IN THE EASTERN SECTION OF LEBANON.  THE MAST
 GC2157'IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE, AND THE
 GC2157'OVER-ALL HEIGHT IS 220 FEET.  THE RED LIGHT ON TOP WAS THE POINT
 GC2157'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2158 ***********************************************************************
 GC2158  DESIGNATION -  LEBANON SOUTH BASE
 GC2158  PID         -  GC2158
 GC2158  STATE/COUNTY-  TN/WILSON
 GC2158  USGS QUAD   -  LEBANON (1983)
 GC2158
 GC2158                         *CURRENT SURVEY CONTROL
 GC2158  ___________________________________________________________________
 GC2158* NAD 83(1995)-  36 08 51.83547(N)    086 18 55.46216(W)     ADJUSTED  
 GC2158* NAVD 88     -       221.8    (meters)     728.     (feet)  VERTCON   
 GC2158  ___________________________________________________________________
 GC2158  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GC2158  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC2158
 GC2158  HORZ ORDER  -  FIRST
 GC2158
 GC2158.The horizontal coordinates were established by classical geodetic methods
 GC2158.and adjusted by the National Geodetic Survey in April 1999..
 GC2158
 GC2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2158
 GC2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2158
 GC2158.The geoid height was determined by GEOID03.
 GC2158
 GC2158;                    North         East     Units Scale Factor Converg.
 GC2158;SPC TN       -   201,352.889   571,616.042   MT  0.99996334   -0 11 04.7
 GC2158;SPC TN       -   660,605.27  1,875,376.96   sFT  0.99996334   -0 11 04.7
 GC2158;UTM  16      - 4,000,551.337   561,585.982   MT  0.99964673   +0 24 13.8
 GC2158
 GC2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2158!SPC TN       -   0.99996976  x   0.99996334  =   0.99993310
 GC2158!UTM  16      -   0.99996976  x   0.99964673  =   0.99961650
 GC2158
 GC2158:                Primary Azimuth Mark                     Grid Az
 GC2158:SPC TN       -  LEBANON RADIO STA WCOR MAST              033 13 28.1
 GC2158:UTM  16      -  LEBANON RADIO STA WCOR MAST              032 38 09.6
 GC2158
 GC2158|---------------------------------------------------------------------|
 GC2158| PID    Reference Object                     Distance      Geod. Az  |
 GC2158|                                                           dddmmss.s |
 GC2158| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 7.9 KM 0330223.4 |
 GC2158| CG6752 LEBANON SOUTH BASE RM 1              22.061 METERS 04314     |
 GC2158| CG6751 LEBANON SOUTH BASE AZ MK                           0513232.2 |
 GC2158| CG6753 LEBANON SOUTH BASE RM 2              30.608 METERS 14127     |
 GC2158| GC2161 SEAY 2                              APPROX. 8.2 KM 3200454.3 |
 GC2158|---------------------------------------------------------------------|
 GC2158
 GC2158                          SUPERSEDED SURVEY CONTROL
 GC2158
 GC2158  NAD 83(1995)-  36 08 51.83862(N)    086 18 55.46489(W) AD(       ) 1
 GC2158  NAD 83(1995)-  36 08 51.84048(N)    086 18 55.46621(W) AD(       ) 1
 GC2158  NAD 83(1986)-  36 08 51.84661(N)    086 18 55.46392(W) AD(       ) 1
 GC2158  NAD 27      -  36 08 51.64200(N)    086 18 55.49100(W) AD(       ) 1
 GC2158  NGVD 29 (07/19/86)  221.8    (m)          728.     (f) VERT ANG       
 GC2158
 GC2158.Superseded values are not recommended for survey control.
 GC2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2158.See file dsdata.txt to determine how the superseded data were derived.
 GC2158
 GC2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6158600551(NAD 83)
 GC2158_MARKER: B = BOLT
 GC2158_SETTING: 0 = UNSPECIFIED SETTING
 GC2158
 GC2158  HISTORY     - Date     Condition        Report By
 GC2158  HISTORY     - 1934     MONUMENTED       CGS
 GC2158  HISTORY     - 1960     GOOD             CGS
 GC2158
 GC2158                          STATION DESCRIPTION
 GC2158
 GC2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (AHB)
 GC2158'ABOUT 4 MILES FROM LEBANON, ON PROPERTY OWNED (IN 1934) BY EDWARD AND
 GC2158'FRANK CLEMMONS.  TO REACH FROM COURTHOUSE IN LEBANON, GO SOUTH
 GC2158'ON LEBANON-MURFREESBORO PIKE 4.3 MILES, TURN LEFT ONTO LANE AND GO
 GC2158'0.25 MILE.  STATION IS ABOUT 350 METERS (1,148 FEET) SOUTH OF
 GC2158'LANE, IN NORTHWEST CORNER OF FIELD.  UNDERGROUND MARK IS CROSS ON
 GC2158'1-INCH COPPER BOLT, 6 INCHES LONG, LEADED INTO SOLID ROCK 3 FEET
 GC2158'BELOW SURFACE OF GROUND.  ABOVE THIS IS FOUNDATION, 5 FEET SQUARE BY
 GC2158'1 FOOT THICK, LAID IN CEMENT, LEAVING CLEAR OPENING ABOVE BOLT 1
 GC2158'FOOT SQUARE.  ON THIS RESTS BLOCK OF LIMESTONE, 2-3/4 FEET SQUARE
 GC2158'BY 2-1/4 FEET DEEP, RISING 3 INCHES ABOVE GROUND.  IN TOP OF THIS IS
 GC2158'LEADED 1-INCH BOLT, 6 INCHES LONG, WITH CROSS ON HEAD.  ON THIS
 GC2158'RESTS POLISHED LIMESTONE MONUMENT, 2-3/4 FEET HIGH BY 1-1/2 FEET
 GC2158'SQUARE, WITH INSCRIPTION SOUTH BASE U.S.C.S. TENNESSEE 1877.
 GC2158
 GC2158                          STATION RECOVERY (1960)
 GC2158
 GC2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2158'THE STATION WAS RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK,
 GC2158'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE ESTABLISHED
 GC2158'BY THIS PARTY.
 GC2158'
 GC2158'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2158'
 GC2158'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF LEBANON, ON THE
 GC2158'NORTHEAST SLOPE OF A WOODED HILL.  THE STATION MARK IS A 1 INCH
 GC2158'COPPER BOLT 6 INCHES LONG, WITH A CROSS ON THE HEAD, LEADED IN A
 GC2158'LIMESTONE BLOCK 3 FEET SQUARE BY 1 FOOT THICK HELD IN PLACE BY
 GC2158'CEMENT.  ON THIS RESTS A LIMESTONE MONUMENT 2-3/4 FEET HIGH BY 1-1/2
 GC2158'FEET SQUARE, WITH THE INSCRIPTION SOUTH BASE U S C S TENNESSEE
 GC2158'1877.  THIS MONUMENT IS CLEARLY VISABLE UPON APPROACHING THE VICINITY
 GC2158'OF THE STATION.
 GC2158'
 GC2158'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO SOUTH ON STATE
 GC2158'HIGHWAY 231 FOR 4.05 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GC2158'SOUTH FOR 0.1 MILE TO A GATE ON THE RIGHT, TURN RIGHT, WEST, AND
 GC2158'FOLLOW DIM TRACK ROAD FOR 0.1 MILE TO THE STATION.
 GC2158'
 GC2158'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2158'OUTCROPPING BEDROCK, FLUSH, AND STAMPED LEBANON S BASE NO 1 1960.
 GC2158'
 GC2158'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2158'OUTCROPPING BEDROCK, FLUSH, AND STAMPED LEBANON S BASE NO 2 1960.
 GC2158'
 GC2158'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF AN OILED ROAD, 1.7
 GC2158'FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  IT
 GC2158'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC2158'STAMPED LEBANON S BASE 1877 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2746 ***********************************************************************
 GC2746  DESIGNATION -  LEBAPORT
 GC2746  PID         -  GC2746
 GC2746  STATE/COUNTY-  TN/WILSON
 GC2746  USGS QUAD   -  LEBANON (1983)
 GC2746
 GC2746                         *CURRENT SURVEY CONTROL
 GC2746  ___________________________________________________________________
 GC2746* NAD 83(1995)-  36 11 46.26226(N)    086 18 54.93982(W)     ADJUSTED  
 GC2746* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 GC2746  ___________________________________________________________________
 GC2746  X           -     331,183.616 (meters)                     COMP
 GC2746  Y           -  -5,142,631.942 (meters)                     COMP
 GC2746  Z           -   3,745,862.713 (meters)                     COMP
 GC2746  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GC2746  ELLIP HEIGHT-         138.35  (meters)          (04/12/99) GPS OBS
 GC2746  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2746
 GC2746  HORZ ORDER  -  THIRD
 GC2746  ELLP ORDER  -  FOURTH    CLASS I
 GC2746
 GC2746.This mark is at Lebanon Airport (M54)
 GC2746
 GC2746.The horizontal coordinates were established by GPS observations
 GC2746.and adjusted by the National Geodetic Survey in April 1999..
 GC2746
 GC2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2746
 GC2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2746
 GC2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2746
 GC2746.The ellipsoidal height was determined by GPS observations
 GC2746.and is referenced to NAD 83.
 GC2746
 GC2746.The geoid height was determined by GEOID03.
 GC2746
 GC2746;                    North         East     Units Scale Factor Converg.
 GC2746;SPC TN       -   206,728.962   571,646.418   MT  0.99996832   -0 11 04.4
 GC2746;SPC TN       -   678,243.27  1,875,476.62   sFT  0.99996832   -0 11 04.4
 GC2746;UTM  16      - 4,005,925.724   561,561.125   MT  0.99964669   +0 24 15.8
 GC2746
 GC2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2746!SPC TN       -   0.99997829  x   0.99996832  =   0.99994661
 GC2746!UTM  16      -   0.99997829  x   0.99964669  =   0.99962498
 GC2746
 GC2746                          SUPERSEDED SURVEY CONTROL
 GC2746
 GC2746  NAD 83(1995)-  36 11 46.26307(N)    086 18 54.94319(W) AD(       ) 3
 GC2746  NAD 83(1995)-  36 11 46.26470(N)    086 18 54.94418(W) AD(       ) 3
 GC2746  NGVD 29 (09/17/90)  167.5    (m)          550.     (f) GPS OBS        
 GC2746
 GC2746.Superseded values are not recommended for survey control.
 GC2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2746.See file dsdata.txt to determine how the superseded data were derived.
 GC2746
 GC2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6156105926(NAD 83)
 GC2746_MARKER: I = METAL ROD
 GC2746_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2746_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2746+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 GC2746
 GC2746  HISTORY     - Date     Condition        Report By
 GC2746  HISTORY     - 1987     MONUMENTED       NGS
 GC2746  HISTORY     - 19881118 GOOD
 GC2746  HISTORY     - 20030918 GOOD             TNDT
 GC2746
 GC2746                          STATION DESCRIPTION
 GC2746
 GC2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2746'FROM THE JUNCTION OF US HIGHWAY 231 AND US HIGHWAY 70N IN LEBANON
 GC2746'AT THE COURTHOUSE SQUARE, GO 0.1 MILE WEST ON US HIGHWAY 70N TO
 GC2746'THE JUNCTION WITH MAPLE STREET. TURN LEFT AND GO 1.5 MILES SOUTH ON
 GC2746'MAPLE STREET TO THE JUNCTION WITH FRANKLIN ROAD ON THE RIGHT.
 GC2746'TURN RIGHT AND GO WEST-SOUTHWEST 0.8 MILE ON FRANKLIN ROAD TO THE
 GC2746'ENTRANCE TO LEBANON MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT ONTO
 GC2746'AIRPORT PROPERTY AND GO NORTH 1.0 MILES ON THE EAST SIDE OF THE
 GC2746'RUNWAY, PASSING THE AZIMUTH MARK AT 0.7 MILE, TO THE STATION A 3-D
 GC2746'MARK, A STAINLESS STEEL ROAD DRIVEN TO REFUSAL AT 6 FEET
 GC2746'3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 GC2746'PIPE ENCASED IN 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED LEBAPORT 1987
 GC2746'SET FLUSH WITH GROUND, 64 FEET SOUTH FROM THE SOUTH EDGE OF THE
 GC2746'NORTHERNMOST EAST-WEST TAXIWAY, 47.6 FEET WEST FROM THE WEST EDGE OF
 GC2746'THEN NORTH-SOUTH TAXIWAY, 74.8 FEET EAST FROM THE EAST EDGE OF THE
 GC2746'RUNWAY, 54.8 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE
 GC2746'NORTHERN MOST VASI CONCRETE BASE, AND 1.7 FEET NORTH FROM A FIBERGLASS
 GC2746'WITNESS POST, A 1 FOOT REBAR WAS PUT IN CONCRETE AROUND MARK.
 GC2746
 GC2746                          STATION RECOVERY (1988)
 GC2746
 GC2746'RECOVERED 1988
 GC2746'RECOVERED IN GOOD CONDITION.
 GC2746
 GC2746                          STATION RECOVERY (2003)
 GC2746
 GC2746'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2747 ***********************************************************************
 GC2747  DESIGNATION -  LEBAPORT AZ MK
 GC2747  PID         -  GC2747
 GC2747  STATE/COUNTY-  TN/WILSON
 GC2747  USGS QUAD   -  LEBANON (1983)
 GC2747
 GC2747                         *CURRENT SURVEY CONTROL
 GC2747  ___________________________________________________________________
 GC2747* NAD 83(1995)-  36 11 32.92906(N)    086 18 56.95397(W)     ADJUSTED  
 GC2747* NAVD 88     -       169.7    (meters)     557.     (feet)  VERTCON   
 GC2747  ___________________________________________________________________
 GC2747  X           -     331,149.106 (meters)                     COMP
 GC2747  Y           -  -5,142,879.122 (meters)                     COMP
 GC2747  Z           -   3,745,532.334 (meters)                     COMP
 GC2747  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GC2747  ELLIP HEIGHT-         140.53  (meters)          (04/12/99) GPS OBS
 GC2747  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC2747
 GC2747  HORZ ORDER  -  THIRD
 GC2747  ELLP ORDER  -  FOURTH    CLASS I
 GC2747
 GC2747.This mark is at Lebanon Airport (M54)
 GC2747
 GC2747.The horizontal coordinates were established by GPS observations
 GC2747.and adjusted by the National Geodetic Survey in April 1999..
 GC2747
 GC2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2747
 GC2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2747
 GC2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2747
 GC2747.The ellipsoidal height was determined by GPS observations
 GC2747.and is referenced to NAD 83.
 GC2747
 GC2747.The geoid height was determined by GEOID03.
 GC2747
 GC2747;                    North         East     Units Scale Factor Converg.
 GC2747;SPC TN       -   206,318.171   571,594.773   MT  0.99996791   -0 11 05.6
 GC2747;SPC TN       -   676,895.53  1,875,307.18   sFT  0.99996791   -0 11 05.6
 GC2747;UTM  16      - 4,005,514.556   561,513.721   MT  0.99964662   +0 24 14.5
 GC2747
 GC2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2747!SPC TN       -   0.99997794  x   0.99996791  =   0.99994586
 GC2747!UTM  16      -   0.99997794  x   0.99964662  =   0.99962457
 GC2747
 GC2747                          SUPERSEDED SURVEY CONTROL
 GC2747
 GC2747  NAD 83(1995)-  36 11 32.92985(N)    086 18 56.95720(W) AD(       ) 3
 GC2747  NAD 83(1995)-  36 11 32.93151(N)    086 18 56.95837(W) AD(       ) 3
 GC2747  NGVD 29 (09/17/90)  169.7    (m)          557.     (f) GPS OBS        
 GC2747
 GC2747.Superseded values are not recommended for survey control.
 GC2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2747.See file dsdata.txt to determine how the superseded data were derived.
 GC2747
 GC2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6151405515(NAD 83)
 GC2747_MARKER: I = METAL ROD
 GC2747_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2747_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2747+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 GC2747
 GC2747  HISTORY     - Date     Condition        Report By
 GC2747  HISTORY     - 1987     MONUMENTED       NGS
 GC2747  HISTORY     - 19881118 GOOD
 GC2747  HISTORY     - 20030918 GOOD             TNDT
 GC2747
 GC2747                          STATION DESCRIPTION
 GC2747
 GC2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2747'FROM THE JUNCTION OF US HIGHWAY 231 AND US HIGHWAY 70N IN LEBANON
 GC2747'AT THE COURTHOUSE SQUARE, GO 0.1 MILE WEST ON US HIGHWAY 70N TO THE
 GC2747'JUNCTION WITH MAPLE STREET, TURN LEFT AND GO 1.5 MILES SOUTH ON MAPLE
 GC2747'STREET TO THE JUNCTION WITH FRANKLIN ROAD ON THE RIGHT. TURN RIGHT
 GC2747'AND GO 0.8 MILE WEST-SOUTHWEST ON FRANKLIN ROAD ON THE RIGHT. TURN
 GC2747'TO THE ENTRANCE TO LEBANON MUNICIPAL AIRPORT ON THE RIGHT. TURN RIGHT
 GC2747'ONTO AIRPORTPROPERTY, AND GO NORTH 0.7 MILES ON THE EAST SIDE OF THE
 GC2747'RUNWAY. TO THE AZIMUTH MARK.  THE STATION IS LOCATED 0.3 MILE FURTHER
 GC2747'IN THE SAME DIRECTION.  THE AZIMUTH MARK STATION IS A 3-D MARK, A
 GC2747'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 6 FEET, 3 INCHES BELOW
 GC2747'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN
 GC2747'A 5 INCH PVC PIPE WITH LOGO ---STAMPED LEBAPORT AZ MK 1987 SET FLUSH
 GC2747'WITH GROUND, 34 FT WEST FROM THE WEST END OF A CONCRETE HEADWALL IN A
 GC2747'DITCH 60 FEET WEST FROM THE NORTH-SOUTH TAXIWAY 45 FEET SOUTH FROM THE
 GC2747'CENTERFIELD EAST-WEST FROM A FIBERGLASS WITNESS SIGN. A 1 FOOT REBAR
 GC2747'SPUR TAXIWAY, 64 FEET EAST FROM THE EAST EDGE OF RUNWAY AND 1.7 FEET
 GC2747'NORTH FROM A FIBERGLASS WITNESS SIGN. A 1 FOOT REBAR WAS PLACED IN
 GC2747'CONCRETE AROUND MONUMENT.
 GC2747
 GC2747                          STATION RECOVERY (1988)
 GC2747
 GC2747'RECOVERED 1988
 GC2747'RECOVERED IN GOOD CONDITION.
 GC2747
 GC2747                          STATION RECOVERY (2003)
 GC2747
 GC2747'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1429 ***********************************************************************
 GA1429  DESIGNATION -  LEE
 GA1429  PID         -  GA1429
 GA1429  STATE/COUNTY-  TN/HAWKINS
 GA1429  USGS QUAD   -  CHURCH HILL (1991)
 GA1429
 GA1429                         *CURRENT SURVEY CONTROL
 GA1429  ___________________________________________________________________
 GA1429* NAD 83(1995)-  36 32 55.49222(N)    082 38 30.35649(W)     ADJUSTED  
 GA1429* NAVD 88     -       397.993  (meters)    1305.75   (feet)  ADJUSTED  
 GA1429  ___________________________________________________________________
 GA1429  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GA1429  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1429  DYNAMIC HT  -         397.636 (meters)    1304.58  (feet)  COMP
 GA1429  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GA1429
 GA1429  HORZ ORDER  -  SECOND
 GA1429  VERT ORDER  -  SECOND    CLASS 0
 GA1429
 GA1429.The horizontal coordinates were established by classical geodetic methods
 GA1429.and adjusted by the National Geodetic Survey in April 1999..
 GA1429
 GA1429.The orthometric height was determined by differential leveling
 GA1429.and adjusted by the National Geodetic Survey in June 1991..
 GA1429
 GA1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1429
 GA1429.The geoid height was determined by GEOID03.
 GA1429
 GA1429.The dynamic height is computed by dividing the NAVD 88
 GA1429.geopotential number by the normal gravity value computed on the
 GA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1429.degrees latitude (g = 980.6199 gals.).
 GA1429
 GA1429.The modeled gravity was interpolated from observed gravity values.
 GA1429
 GA1429;                    North         East     Units Scale Factor Converg.
 GA1429;SPC TN       -   250,964.009   900,628.045   MT  1.00002609   +1 57 57.8
 GA1429;SPC TN       -   823,371.09  2,954,810.51   sFT  1.00002609   +1 57 57.8
 GA1429;UTM  17      - 4,046,069.300   353,057.555   MT  0.99986602   -0 58 40.3
 GA1429
 GA1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1429!SPC TN       -   0.99994246  x   1.00002609  =   0.99996855
 GA1429!UTM  17      -   0.99994246  x   0.99986602  =   0.99980849
 GA1429
 GA1429|---------------------------------------------------------------------|
 GA1429| PID    Reference Object                     Distance      Geod. Az  |
 GA1429|                                                           dddmmss.s |
 GA1429| GA1430 LEE RM 1                             27.950 METERS 07600     |
 GA1429| GA3433 KINGSPORT OLD KGSPORT PRESB CH      APPROX. 4.5 KM 0820835.1 |
 GA1429| GA3435 RADIO STATION WKPT FM MAST          APPROX. 5.5 KM 1160039.3 |
 GA1429| GA1428 LEE RM 2                             24.660 METERS 23901     |
 GA1429| GA3437 BLOCK CITY FIRST BAPTIST CH         APPROX. 3.0 KM 2491013.4 |
 GA1429|---------------------------------------------------------------------|
 GA1429
 GA1429                          SUPERSEDED SURVEY CONTROL
 GA1429
 GA1429  NAD 83(1995)-  36 32 55.49269(N)    082 38 30.35769(W) AD(       ) 2
 GA1429  NAD 83(1995)-  36 32 55.49303(N)    082 38 30.37089(W) AD(       ) 2
 GA1429  NAD 83(1995)-  36 32 55.49812(N)    082 38 30.35859(W) AD(       ) 2
 GA1429  NAD 83(1986)-  36 32 55.49920(N)    082 38 30.35914(W) AD(       ) 2
 GA1429  NAD 27      -  36 32 55.14210(N)    082 38 30.78374(W) AD(       ) 2
 GA1429  NGVD 29 (??/??/92)  398.159  (m)         1306.29   (f) ADJ UNCH    2 0
 GA1429
 GA1429.Superseded values are not recommended for survey control.
 GA1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1429.See file dsdata.txt to determine how the superseded data were derived.
 GA1429
 GA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5305846069(NAD 83)
 GA1429_MARKER: DD = SURVEY DISK
 GA1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1429_STAMPING: LEE 1963
 GA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1429+STABILITY: SURFACE MOTION
 GA1429
 GA1429  HISTORY     - Date     Condition        Report By
 GA1429  HISTORY     - 1963     MONUMENTED       CGS
 GA1429  HISTORY     - 1964     GOOD             TNHD
 GA1429
 GA1429                          STATION DESCRIPTION
 GA1429
 GA1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA1429'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KINGSPORT.
 GA1429'
 GA1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND STATE
 GA1429'ROUTE 81A IN KINGSPORT,
 GA1429'GO 3.0 MILES WEST ON U.S.  HIGHWAY 11W TO THE
 GA1429'STATION ON THE LEFT.
 GA1429'
 GA1429'THE STATION IS 90 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA1429'HIGHWAY 11W, 18 FEET
 GA1429'NORTH OF A WIRE FENCE AND 18.0 FEET NORTH OF A WITNESS POST.
 GA1429'THE SURFACE AND
 GA1429'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA1429'DEPARTMENT DISKS AND ARE STAMPED
 GA1429'LEE 1963.  THE UNDERGROUND MARK IS
 GA1429'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA1429'DISK IS SET IN A
 GA1429'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1429'
 GA1429'REFERENCE MARK NO. 1 IS 98 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA1429'U.S.  HIGHWAY 11W, 9
 GA1429'FEET NORTH OF A WIRE FENCE AND 2 FEET WEST OF A POWER
 GA1429'POLE.  IT IS A STANDARD TENNESSEE
 GA1429'HIGHWAY DEPARTMENT DISK SET IN A
 GA1429'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA1429'DISK IS STAMPED LEE
 GA1429'RM-1 1963.
 GA1429'
 GA1429'REFERENCE MARK NO. 2 IS 107 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA1429'U.S.  HIGHWAY 11W, 5
 GA1429'FEET NORTHEAST OF A FENCE CORNER AND 2 FEET NORTH OF A
 GA1429'WIRE FENCE.  IT IS A STANDARD
 GA1429'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1429'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA1429'AND THE DISK IS
 GA1429'STAMPED LEE RM-2 1963.
 GA1429'
 GA1429'INTERSECTION STATION KINGSPORT, WKPT-FM RADIO MAST WILL SERVE AS THE
 GA1429'AZIMUTH MARK.  SEE
 GA1429'DESCRIPTION THEREOF.
 GA1429'
 GA1429'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA1429'
 GA1429'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA1429
 GA1429                          STATION RECOVERY (1964)
 GA1429
 GA1429'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1429'4 MI W FROM KINGSPORT.
 GA1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND
 GA1429'STATE ROUTE 81A IN KINGSPORT, GO 3.0 MILES WEST ON U.S. HIGHWAY
 GA1429'11W TO THE STATION ON THE LEFT.  THE STATION IS 90 FEET SOUTH OF
 GA1429'THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 18 FEET NORTH OF A
 GA1429'WIRE FENCE AND 18.0 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 GA1429'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1429'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1008 ***********************************************************************
 FD1008  DESIGNATION -  LEE
 FD1008  PID         -  FD1008
 FD1008  STATE/COUNTY-  TN/WAYNE
 FD1008  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1008
 FD1008                         *CURRENT SURVEY CONTROL
 FD1008  ___________________________________________________________________
 FD1008* NAD 83(1986)-  35 19 53.     (N)    087 38 08.     (W)     SCALED    
 FD1008* NAVD 88     -       299.357  (meters)     982.14   (feet)  ADJUSTED  
 FD1008  ___________________________________________________________________
 FD1008  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1008  DYNAMIC HT  -         299.074 (meters)     981.21  (feet)  COMP
 FD1008  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1008
 FD1008  VERT ORDER  -  SECOND    CLASS 0
 FD1008
 FD1008.The horizontal coordinates were scaled from a topographic map and have
 FD1008.an estimated accuracy of +/- 6 seconds.
 FD1008
 FD1008.The orthometric height was determined by differential leveling
 FD1008.and adjusted by the National Geodetic Survey in June 1991..
 FD1008
 FD1008.The geoid height was determined by GEOID03.
 FD1008
 FD1008.The dynamic height is computed by dividing the NAVD 88
 FD1008.geopotential number by the normal gravity value computed on the
 FD1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1008.degrees latitude (g = 980.6199 gals.).
 FD1008
 FD1008.The modeled gravity was interpolated from observed gravity values.
 FD1008
 FD1008;                    North         East    Units  Estimated Accuracy
 FD1008;SPC TN       -   111,980.      451,310.      MT  (+/- 180 meters Scaled)
 FD1008
 FD1008                          SUPERSEDED SURVEY CONTROL
 FD1008
 FD1008  NGVD 29 (??/??/92)  299.324  (m)          982.03   (f) ADJ UNCH    2 0
 FD1008
 FD1008.Superseded values are not recommended for survey control.
 FD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1008.See file dsdata.txt to determine how the superseded data were derived.
 FD1008
 FD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422099(NAD 83)
 FD1008_MARKER: DD = SURVEY DISK
 FD1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1008_STAMPING: LEE 1962
 FD1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1008+STABILITY: SURFACE MOTION
 FD1008
 FD1008  HISTORY     - Date     Condition        Report By
 FD1008  HISTORY     - 1962     MONUMENTED       TNHD
 FD1008
 FD1008                          STATION DESCRIPTION
 FD1008
 FD1008'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1008'8 MI NE FROM WAYNESBORO.
 FD1008'FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO 8.3 MILES
 FD1008'EAST AND NORTH ON U.S. HIGHWAY 64 TO THE STATION ON THE RIGHT.
 FD1008'THE STATION MARK IS 52 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 FD1008'64, 44 FEET EAST OF THE CENTER OF A TRACK ROAD AND 20 FEET
 FD1008'NORTHEAST OF AN 8-INCH OAK TREE.  THE STATION MARK IS A STANDARD
 FD1008'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD1008'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1577 ***********************************************************************
 FD1577  DESIGNATION -  LEE
 FD1577  PID         -  FD1577
 FD1577  STATE/COUNTY-  TN/WAYNE
 FD1577  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1577
 FD1577                         *CURRENT SURVEY CONTROL
 FD1577  ___________________________________________________________________
 FD1577* NAD 83(1995)-  35 19 54.24997(N)    087 38 08.75807(W)     ADJUSTED  
 FD1577* NAVD 88     -       300.0    (meters)     984.     (feet)  VERTCON   
 FD1577  ___________________________________________________________________
 FD1577  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FD1577  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1577
 FD1577  HORZ ORDER  -  SECOND
 FD1577
 FD1577.The horizontal coordinates were established by classical geodetic methods
 FD1577.and adjusted by the National Geodetic Survey in April 1999..
 FD1577
 FD1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1577
 FD1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1577
 FD1577.The geoid height was determined by GEOID03.
 FD1577
 FD1577;                    North         East     Units Scale Factor Converg.
 FD1577;SPC TN       -   112,015.584   451,287.990   MT  0.99998658   -0 57 27.5
 FD1577;SPC TN       -   367,504.46  1,480,600.68   sFT  0.99998658   -0 57 27.5
 FD1577;UTM  16      - 3,910,017.739   442,220.006   MT  0.99964114   -0 22 03.6
 FD1577
 FD1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1577!SPC TN       -   0.99995728  x   0.99998658  =   0.99994386
 FD1577!UTM  16      -   0.99995728  x   0.99964114  =   0.99959844
 FD1577
 FD1577|---------------------------------------------------------------------|
 FD1577| PID    Reference Object                     Distance      Geod. Az  |
 FD1577|                                                           dddmmss.s |
 FD1577| FD1009 LEE RM 2                             48.400 METERS 18007     |
 FD1577| FD1578 LIBERTY                             APPROX. 6.4 KM 2745817.8 |
 FD1577| FD1007 LEE RM 1                             46.144 METERS 32949     |
 FD1577| FD1006 LEE AZ MK                                          3422636.3 |
 FD1577|---------------------------------------------------------------------|
 FD1577
 FD1577                          SUPERSEDED SURVEY CONTROL
 FD1577
 FD1577  NAD 83(1995)-  35 19 54.25431(N)    087 38 08.76001(W) AD(       ) 2
 FD1577  NAD 83(1995)-  35 19 54.25428(N)    087 38 08.75994(W) AD(       ) 2
 FD1577  NAD 83(1995)-  35 19 54.25532(N)    087 38 08.75965(W) AD(       ) 2
 FD1577  NAD 83(1986)-  35 19 54.26034(N)    087 38 08.75850(W) AD(       ) 2
 FD1577  NAD 27      -  35 19 53.98060(N)    087 38 08.68160(W) AD(       ) 2
 FD1577  NGVD 29 (07/19/86)  300.0    (m)          984.     (f) VERT ANG       
 FD1577
 FD1577.Superseded values are not recommended for survey control.
 FD1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1577.See file dsdata.txt to determine how the superseded data were derived.
 FD1577
 FD1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4222010018(NAD 83)
 FD1577_MARKER: DD = SURVEY DISK
 FD1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1577
 FD1577  HISTORY     - Date     Condition        Report By
 FD1577  HISTORY     - 1962     MONUMENTED       TNHD
 FD1577
 FD1577                          STATION DESCRIPTION
 FD1577
 FD1577'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1577'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WAYNESBORO.
 FD1577'
 FD1577'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1577'GO 8.0 MILES EAST AND
 FD1577'NORTH ON U S HIGHWAY 64 TO THE STATION ON THE RIGHT.
 FD1577'
 FD1577'THE STATION IS 52 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD1577'64, 44 FEET EAST OF THE
 FD1577'APPROXIMATE CENTER OF A TRACK ROAD AND 20 FEET
 FD1577'NORTHEAST OF AN 8-INCH OAK TREE.
 FD1577'SURFACE AND UNDERGROUND MARKS ARE
 FD1577'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED LEE 1962. THE
 FD1577'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 FD1577'MARK DISK IS SET
 FD1577'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1577'
 FD1577'REFERENCE MARK NO 1 IS 90 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD1577'HIGHWAY 64, 62 FEET
 FD1577'NORTHWEST OF 12-INCH OAK TREE AND 21 FEET NORTHEAST OF A
 FD1577'6-INCH HICKORY TREE.  THE MARK
 FD1577'IS A STANDARD TENNESSEE HIGHWAY
 FD1577'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FD1577'AND THE DISK IS STAMPED LEE RM 1 1962.
 FD1577'
 FD1577'REFERENCE MARK NO 2 IS 52 FEET WEST OF A 20-INCH SYCAMORE TREE AND 23
 FD1577'FEET WEST OF THE APPROXIMATE
 FD1577'CENTER OF A GRAVELED AND DIRT TRACK ROAD.  THE
 FD1577'MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1577'DEPARTMENT DISK SET IN A
 FD1577'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD1577'IS STAMPED LEE RM 2 1962.
 FD1577'
 FD1577'THE AZIMUTH MARK IS 65 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD1577'HIGHWAY 64.  THE MARK IS A
 FD1577'STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK
 FD1577'DISK SET IN A 10-INCH, SQUARE,
 FD1577'FLUSH, CONCRETE MONUMENT AND THE DISK
 FD1577'IS STAMPED LEE AZI 1962.
 FD1577'
 FD1577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE NORTH ON U S
 FD1577'HIGHWAY 64 TO THE MARK ON THE RIGHT.
 FD1577'
 FD1577'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1577'
 FD1577'HEIGHT OF LIGHT ABOVE STATION MARK 30.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1006 ***********************************************************************
 FD1006  DESIGNATION -  LEE AZ MK
 FD1006  PID         -  FD1006
 FD1006  STATE/COUNTY-  TN/WAYNE
 FD1006  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1006
 FD1006                         *CURRENT SURVEY CONTROL
 FD1006  ___________________________________________________________________
 FD1006* NAD 83(1986)-  35 19 58.     (N)    087 38 10.     (W)     SCALED    
 FD1006* NAVD 88     -       294.841  (meters)     967.32   (feet)  ADJUSTED  
 FD1006  ___________________________________________________________________
 FD1006  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1006  DYNAMIC HT  -         294.563 (meters)     966.41  (feet)  COMP
 FD1006  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FD1006
 FD1006  VERT ORDER  -  SECOND    CLASS 0
 FD1006
 FD1006.The horizontal coordinates were scaled from a topographic map and have
 FD1006.an estimated accuracy of +/- 6 seconds.
 FD1006
 FD1006.The orthometric height was determined by differential leveling
 FD1006.and adjusted by the National Geodetic Survey in June 1991..
 FD1006
 FD1006.The geoid height was determined by GEOID03.
 FD1006
 FD1006.The dynamic height is computed by dividing the NAVD 88
 FD1006.geopotential number by the normal gravity value computed on the
 FD1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1006.degrees latitude (g = 980.6199 gals.).
 FD1006
 FD1006.The modeled gravity was interpolated from observed gravity values.
 FD1006
 FD1006;                    North         East    Units  Estimated Accuracy
 FD1006;SPC TN       -   112,130.      451,260.      MT  (+/- 180 meters Scaled)
 FD1006
 FD1006                          SUPERSEDED SURVEY CONTROL
 FD1006
 FD1006  NGVD 29 (??/??/92)  294.809  (m)          967.22   (f) ADJ UNCH    2 0
 FD1006
 FD1006.Superseded values are not recommended for survey control.
 FD1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1006.See file dsdata.txt to determine how the superseded data were derived.
 FD1006
 FD1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE421101(NAD 83)
 FD1006_MARKER: DD = SURVEY DISK
 FD1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1006_STAMPING: LEE AZI 1962
 FD1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1006+STABILITY: SURFACE MOTION
 FD1006
 FD1006  HISTORY     - Date     Condition        Report By
 FD1006  HISTORY     - 1962     MONUMENTED       TNHD
 FD1006
 FD1006                          STATION DESCRIPTION
 FD1006
 FD1006'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1006'8 MI NE FROM WAYNESBORO.
 FD1006'FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO 8.2 MILES
 FD1006'EAST AND NORTH ON U.S. HIGHWAY 64 TO THE MARK ON THE LEFT.  THE
 FD1006'AZIMUTH IS 65 FEET EAST OF THE CENTER OF U.S. HIGHWAY 64.  THE
 FD1006'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FD1006'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1430 ***********************************************************************
 GA1430  DESIGNATION -  LEE RM 1
 GA1430  PID         -  GA1430
 GA1430  STATE/COUNTY-  TN/HAWKINS
 GA1430  USGS QUAD   -  CHURCH HILL (1991)
 GA1430
 GA1430                         *CURRENT SURVEY CONTROL
 GA1430  ___________________________________________________________________
 GA1430* NAD 83(1986)-  36 32 55.     (N)    082 38 31.     (W)     SCALED    
 GA1430* NAVD 88     -       396.966  (meters)    1302.38   (feet)  ADJUSTED  
 GA1430  ___________________________________________________________________
 GA1430  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1430  DYNAMIC HT  -         396.609 (meters)    1301.21  (feet)  COMP
 GA1430  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GA1430
 GA1430  VERT ORDER  -  SECOND    CLASS 0
 GA1430
 GA1430.The horizontal coordinates were scaled from a topographic map and have
 GA1430.an estimated accuracy of +/- 6 seconds.
 GA1430
 GA1430.The orthometric height was determined by differential leveling
 GA1430.and adjusted by the National Geodetic Survey in June 1991..
 GA1430
 GA1430.The geoid height was determined by GEOID03.
 GA1430
 GA1430.The dynamic height is computed by dividing the NAVD 88
 GA1430.geopotential number by the normal gravity value computed on the
 GA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1430.degrees latitude (g = 980.6199 gals.).
 GA1430
 GA1430.The modeled gravity was interpolated from observed gravity values.
 GA1430
 GA1430;                    North         East    Units  Estimated Accuracy
 GA1430;SPC TN       -   250,950.      900,610.      MT  (+/- 180 meters Scaled)
 GA1430
 GA1430                          SUPERSEDED SURVEY CONTROL
 GA1430
 GA1430.No superseded survey control is available for this station.
 GA1430
 GA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA530460(NAD 83)
 GA1430_MARKER: DD = SURVEY DISK
 GA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1430_STAMPING: LEE RM-1 1963
 GA1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1430+STABILITY: SURFACE MOTION
 GA1430
 GA1430  HISTORY     - Date     Condition        Report By
 GA1430  HISTORY     - 1963     MONUMENTED       TNHD
 GA1430  HISTORY     - 1964     GOOD             TNHD
 GA1430
 GA1430                          STATION DESCRIPTION
 GA1430
 GA1430'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1430'4 MI W FROM KINGSPORT.
 GA1430'THE MARK IS LOCATED AT THE LEE 1963 STATION SITE, 98 FEET SOUTH
 GA1430'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 9 FEET NORTH OF
 GA1430'A WIRE FENCE AND 2 FEET WEST OF A POWER POLE.  THE MARK IS A
 GA1430'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA1430'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1007 ***********************************************************************
 FD1007  DESIGNATION -  LEE RM 1
 FD1007  PID         -  FD1007
 FD1007  STATE/COUNTY-  TN/WAYNE
 FD1007  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1007
 FD1007                         *CURRENT SURVEY CONTROL
 FD1007  ___________________________________________________________________
 FD1007* NAD 83(1986)-  35 19 53.     (N)    087 38 08.     (W)     SCALED    
 FD1007* NAVD 88     -       297.883  (meters)     977.30   (feet)  ADJUSTED  
 FD1007  ___________________________________________________________________
 FD1007  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1007  DYNAMIC HT  -         297.602 (meters)     976.38  (feet)  COMP
 FD1007  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1007
 FD1007  VERT ORDER  -  SECOND    CLASS 0
 FD1007
 FD1007.The horizontal coordinates were scaled from a topographic map and have
 FD1007.an estimated accuracy of +/- 6 seconds.
 FD1007
 FD1007.The orthometric height was determined by differential leveling
 FD1007.and adjusted by the National Geodetic Survey in June 1991..
 FD1007
 FD1007.The geoid height was determined by GEOID03.
 FD1007
 FD1007.The dynamic height is computed by dividing the NAVD 88
 FD1007.geopotential number by the normal gravity value computed on the
 FD1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1007.degrees latitude (g = 980.6199 gals.).
 FD1007
 FD1007.The modeled gravity was interpolated from observed gravity values.
 FD1007
 FD1007;                    North         East    Units  Estimated Accuracy
 FD1007;SPC TN       -   111,980.      451,310.      MT  (+/- 180 meters Scaled)
 FD1007
 FD1007                          SUPERSEDED SURVEY CONTROL
 FD1007
 FD1007  NGVD 29 (??/??/92)  297.851  (m)          977.20   (f) ADJ UNCH    2 0
 FD1007
 FD1007.Superseded values are not recommended for survey control.
 FD1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1007.See file dsdata.txt to determine how the superseded data were derived.
 FD1007
 FD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422099(NAD 83)
 FD1007_MARKER: DD = SURVEY DISK
 FD1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1007_STAMPING: LEE RM 1 1962
 FD1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1007+STABILITY: SURFACE MOTION
 FD1007
 FD1007  HISTORY     - Date     Condition        Report By
 FD1007  HISTORY     - 1962     MONUMENTED       TNHD
 FD1007
 FD1007                          STATION DESCRIPTION
 FD1007
 FD1007'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1007'8 MI NE FROM WAYNESBORO.
 FD1007'THIS MARK IS LOCATED AT THE LEE 1962 STATION SITE, 90 FEET WEST
 FD1007'OF THE CENTER OF U.S. HIGHWAY 64, 62 FEET NORTHWEST OF A 12-INCH
 FD1007'OAK TREE, 21 FEET NORTHEAST OF A 6-INCH HICKORY TREE AND 151 FEET
 FD1007'NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD1007'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD1007'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1428 ***********************************************************************
 GA1428  DESIGNATION -  LEE RM 2
 GA1428  PID         -  GA1428
 GA1428  STATE/COUNTY-  TN/HAWKINS
 GA1428  USGS QUAD   -  CHURCH HILL (1991)
 GA1428
 GA1428                         *CURRENT SURVEY CONTROL
 GA1428  ___________________________________________________________________
 GA1428* NAD 83(1986)-  36 32 55.     (N)    082 38 31.     (W)     SCALED    
 GA1428* NAVD 88     -       398.145  (meters)    1306.25   (feet)  ADJUSTED  
 GA1428  ___________________________________________________________________
 GA1428  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1428  DYNAMIC HT  -         397.787 (meters)    1305.07  (feet)  COMP
 GA1428  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GA1428
 GA1428  VERT ORDER  -  SECOND    CLASS 0
 GA1428
 GA1428.The horizontal coordinates were scaled from a topographic map and have
 GA1428.an estimated accuracy of +/- 6 seconds.
 GA1428
 GA1428.The orthometric height was determined by differential leveling
 GA1428.and adjusted by the National Geodetic Survey in June 1991..
 GA1428
 GA1428.The geoid height was determined by GEOID03.
 GA1428
 GA1428.The dynamic height is computed by dividing the NAVD 88
 GA1428.geopotential number by the normal gravity value computed on the
 GA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1428.degrees latitude (g = 980.6199 gals.).
 GA1428
 GA1428.The modeled gravity was interpolated from observed gravity values.
 GA1428
 GA1428;                    North         East    Units  Estimated Accuracy
 GA1428;SPC TN       -   250,950.      900,610.      MT  (+/- 180 meters Scaled)
 GA1428
 GA1428                          SUPERSEDED SURVEY CONTROL
 GA1428
 GA1428  NGVD 29 (??/??/92)  398.310  (m)         1306.79   (f) ADJ UNCH    2 0
 GA1428
 GA1428.Superseded values are not recommended for survey control.
 GA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1428.See file dsdata.txt to determine how the superseded data were derived.
 GA1428
 GA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA530460(NAD 83)
 GA1428_MARKER: DD = SURVEY DISK
 GA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1428_STAMPING: LEE RM-2 1963
 GA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1428+STABILITY: SURFACE MOTION
 GA1428
 GA1428  HISTORY     - Date     Condition        Report By
 GA1428  HISTORY     - 1963     MONUMENTED       TNHD
 GA1428  HISTORY     - 1964     GOOD             TNHD
 GA1428
 GA1428                          STATION DESCRIPTION
 GA1428
 GA1428'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1428'4 MI W FROM KINGSPORT.
 GA1428'THE MARK IS LOCATED AT THE LEE 1963 STATION SITE, 107 FEET SOUTH
 GA1428'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 5 FEET NORTHEAST
 GA1428'OF A FENCE CORNER AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK IS
 GA1428'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA1428'FLUSH, SQUARE, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1009 ***********************************************************************
 FD1009  DESIGNATION -  LEE RM 2
 FD1009  PID         -  FD1009
 FD1009  STATE/COUNTY-  TN/WAYNE
 FD1009  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1009
 FD1009                         *CURRENT SURVEY CONTROL
 FD1009  ___________________________________________________________________
 FD1009* NAD 83(1986)-  35 19 53.     (N)    087 38 08.     (W)     SCALED    
 FD1009* NAVD 88     -       298.724  (meters)     980.06   (feet)  ADJUSTED  
 FD1009  ___________________________________________________________________
 FD1009  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1009  DYNAMIC HT  -         298.442 (meters)     979.14  (feet)  COMP
 FD1009  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1009
 FD1009  VERT ORDER  -  SECOND    CLASS 0
 FD1009
 FD1009.The horizontal coordinates were scaled from a topographic map and have
 FD1009.an estimated accuracy of +/- 6 seconds.
 FD1009
 FD1009.The orthometric height was determined by differential leveling
 FD1009.and adjusted by the National Geodetic Survey in June 1991..
 FD1009
 FD1009.The geoid height was determined by GEOID03.
 FD1009
 FD1009.The dynamic height is computed by dividing the NAVD 88
 FD1009.geopotential number by the normal gravity value computed on the
 FD1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1009.degrees latitude (g = 980.6199 gals.).
 FD1009
 FD1009.The modeled gravity was interpolated from observed gravity values.
 FD1009
 FD1009;                    North         East    Units  Estimated Accuracy
 FD1009;SPC TN       -   111,980.      451,310.      MT  (+/- 180 meters Scaled)
 FD1009
 FD1009                          SUPERSEDED SURVEY CONTROL
 FD1009
 FD1009  NGVD 29 (??/??/92)  298.691  (m)          979.96   (f) ADJ UNCH    2 0
 FD1009
 FD1009.Superseded values are not recommended for survey control.
 FD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1009.See file dsdata.txt to determine how the superseded data were derived.
 FD1009
 FD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422099(NAD 83)
 FD1009_MARKER: DD = SURVEY DISK
 FD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1009_STAMPING: LEE RM 2 1962
 FD1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1009+STABILITY: SURFACE MOTION
 FD1009
 FD1009  HISTORY     - Date     Condition        Report By
 FD1009  HISTORY     - 1962     MONUMENTED       TNHD
 FD1009
 FD1009                          STATION DESCRIPTION
 FD1009
 FD1009'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1009'8 MI NE FROM WAYNESBORO.
 FD1009'THIS MARK IS LOCATED AT THE LEE 1962 STATION SITE, 52 FEET WEST
 FD1009'OF A 20-INCH SYCAMORE TREE, 23 FEET WEST OF THE CENTER OF A
 FD1009'GRAVELED AND DIRT TRACK ROAD, AND 159 FEET SOUTH OF THE STATION.
 FD1009'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD1009'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1009'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2164 ***********************************************************************
 GC2164  DESIGNATION -  LEEVILLE TX E PLINE MICROWAVE
 GC2164  PID         -  GC2164
 GC2164  STATE/COUNTY-  TN/WILSON
 GC2164  USGS QUAD   -  MARTHA (1975)
 GC2164
 GC2164                         *CURRENT SURVEY CONTROL
 GC2164  ___________________________________________________________________
 GC2164* NAD 83(1995)-  36 09 13.31332(N)    086 22 48.03028(W)     ADJUSTED  
 GC2164* NAVD 88     -                                                        
 GC2164  ___________________________________________________________________
 GC2164  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 GC2164  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC2164
 GC2164  HORZ ORDER  -  THIRD
 GC2164
 GC2164.The horizontal coordinates were established by classical geodetic methods
 GC2164.and adjusted by the National Geodetic Survey in April 1999..
 GC2164
 GC2164
 GC2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2164
 GC2164.The geoid height was determined by GEOID03.
 GC2164
 GC2164;                    North         East     Units Scale Factor Converg.
 GC2164;SPC TN       -   202,035.520   565,804.968   MT  0.99996391   -0 13 20.9
 GC2164;SPC TN       -   662,844.87  1,856,311.80   sFT  0.99996391   -0 13 20.9
 GC2164;UTM  16      - 4,001,174.060   555,770.073   MT  0.99963832   +0 21 56.8
 GC2164
 GC2164                          SUPERSEDED SURVEY CONTROL
 GC2164
 GC2164  NAD 83(1995)-  36 09 13.31633(N)    086 22 48.03255(W) AD(       ) 4
 GC2164  NAD 83(1995)-  36 09 13.31821(N)    086 22 48.03407(W) AD(       ) 4
 GC2164  NAD 83(1986)-  36 09 13.32387(N)    086 22 48.03226(W) AD(       ) 4
 GC2164  NAD 27      -  36 09 13.12000(N)    086 22 48.06000(W) AD(       ) 3
 GC2164
 GC2164.Superseded values are not recommended for survey control.
 GC2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2164.See file dsdata.txt to determine how the superseded data were derived.
 GC2164
 GC2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5577001174(NAD 83)
 GC2164_MARKER: 44 = MICROWAVE MAST
 GC2164
 GC2164  HISTORY     - Date     Condition        Report By
 GC2164  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2164
 GC2164                          STATION DESCRIPTION
 GC2164
 GC2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2164'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LEBANON AND ABOUT 4
 GC2164'MILES SOUTHEAST OF LEEVILLE.
 GC2164'
 GC2164'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO 1 BLOCK WEST, TO
 GC2164'A TRAFFIC LIGHT.  TURN LEFT, SOUTH, ON SOUTH MAPLE AND GO 1.4 MILES
 GC2164'TO A FORK.  KEEP RIGHT AND GO WEST AND SOUTH FOR 2.05 MILES TO A
 GC2164'FORK.  KEEP RIGHT, ON A HARD SURFACE ROAD AND GO 3.25 MILES TO
 GC2164'STATION ON THE RIGHT.
 GC2164'
 GC2164'THE MAST IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE AND THE
 GC2164'OVER-ALL HEIGHT IS 140 FEET.  THE RED LIGHT ON TOP WAS THE POINT
 GC2164'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2673 ***********************************************************************
 GC2673  DESIGNATION -  LEGATE
 GC2673  PID         -  GC2673
 GC2673  STATE/COUNTY-  TN/STEWART
 GC2673  USGS QUAD   -  INDIAN MOUND (1982)
 GC2673
 GC2673                         *CURRENT SURVEY CONTROL
 GC2673  ___________________________________________________________________
 GC2673* NAD 83(1995)-  36 32 50.86156(N)    087 39 48.15938(W)     ADJUSTED  
 GC2673* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2673  ___________________________________________________________________
 GC2673  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GC2673  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2673
 GC2673  HORZ ORDER  -  THIRD
 GC2673
 GC2673.The horizontal coordinates were established by classical geodetic methods
 GC2673.and adjusted by the National Geodetic Survey in April 1999..
 GC2673
 GC2673.The orthometric height was scaled from a topographic map.
 GC2673
 GC2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2673
 GC2673.The geoid height was determined by GEOID03.
 GC2673
 GC2673;                    North         East     Units Scale Factor Converg.
 GC2673;SPC TN       -   246,928.538   451,070.496   MT  1.00002581   -0 58 25.7
 GC2673;SPC TN       -   810,131.38  1,479,887.12   sFT  1.00002581   -0 58 25.7
 GC2673;UTM  16      - 4,044,877.407   440,626.931   MT  0.99964343   -0 23 42.2
 GC2673
 GC2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2673!SPC TN       -   0.99997071  x   1.00002581  =   0.99999652
 GC2673!UTM  16      -   0.99997071  x   0.99964343  =   0.99961415
 GC2673
 GC2673|---------------------------------------------------------------------|
 GC2673| PID    Reference Object                     Distance      Geod. Az  |
 GC2673|                                                           dddmmss.s |
 GC2673| CG6756 LEGATE RM 1                          27.528 METERS 09453     |
 GC2673| CG6755 LEGATE AZ MK                                       2130441.1 |
 GC2673| CG6757 LEGATE RM 2                          25.478 METERS 22304     |
 GC2673|---------------------------------------------------------------------|
 GC2673
 GC2673                          SUPERSEDED SURVEY CONTROL
 GC2673
 GC2673  NAD 83(1995)-  36 32 50.86290(N)    087 39 48.16136(W) AD(       ) 3
 GC2673  NAD 83(1995)-  36 32 50.86474(N)    087 39 48.16265(W) AD(       ) 3
 GC2673  NAD 83(1986)-  36 32 50.87179(N)    087 39 48.16301(W) AD(       ) 3
 GC2673  NAD 27      -  36 32 50.69600(N)    087 39 48.11100(W) AD(       ) 3
 GC2673
 GC2673.Superseded values are not recommended for survey control.
 GC2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2673.See file dsdata.txt to determine how the superseded data were derived.
 GC2673
 GC2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4062744877(NAD 83)
 GC2673_MARKER: DS = TRIANGULATION STATION DISK
 GC2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2673
 GC2673  HISTORY     - Date     Condition        Report By
 GC2673  HISTORY     - 1953     MONUMENTED       CGS
 GC2673  HISTORY     - 1957     GOOD             CGS
 GC2673
 GC2673                          STATION DESCRIPTION
 GC2673
 GC2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2673'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF DOVER AND 1.5 MILES
 GC2673'EAST OF LEGATE, ON PROPERTY OWNED BY MR. E.G.  KEATTS. IT IS
 GC2673'90 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 81 FEET
 GC2673'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 45 FEET
 GC2673'SOUTH OF THE CENTER OF U.S. HIGHWAY 79, 16 FEET SOUTHEAST OF A FENCE
 GC2673'CORNER AND 15 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK
 GC2673'IS FLUSH AND THE DISK IS STAMPED LEGATE 1953.
 GC2673'
 GC2673'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE NORTHWEST CORNER OF A
 GC2673'BARN, 31 FEET SOUTH OF THE CENTER OF U.S.  HIGHWAY 79 AND
 GC2673'1 FOOT SOUTH OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS
 GC2673'STAMPED LEGATE NO 1 1953.
 GC2673'
 GC2673'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE NORTHEAST CORNER OF A
 GC2673'FRAME HOUSE AND 1 FOOT EAST OF A FENCE LINE.THE MARK IS FLUSH
 GC2673'AND THE DISK IS STAMPED LEGATE NO 2 1953.
 GC2673'
 GC2673'AZIMUTH MARK IS 22 FEET EAST OF THE INTERSECTION OF A PAVED ROAD AND
 GC2673'A GRAVEL T ROAD WEST, 3 FEET NORTH OF A WHITE WITNESS
 GC2673'POST AND 1 FOOT NORTHWEST OF A FENCE CORNER. THE MARK PROJECTS 4
 GC2673'INCHES AND THE DISK IS STAMPED LEGATE 1953.
 GC2673'
 GC2673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2673'HIGHWAY 120 (ABOUT 3 MILES SOUTHEAST OF BIG ROCK) GO EAST ON
 GC2673'U.S. HIGHWAY 79 FOR 3.5 MILES TO THE STATION ON THE RIGHT AS
 GC2673'DESCRIBED.
 GC2673'
 GC2673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2673'79 FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON PAVED
 GC2673'ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT AND THE MARK AS DESCRIBED.
 GC2673'
 GC2673'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2673
 GC2673                          STATION RECOVERY (1957)
 GC2673
 GC2673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2673'STATION, REFERENCE MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0251 ***********************************************************************
 FD0251  DESIGNATION -  LEMM 2
 FD0251  PID         -  FD0251
 FD0251  STATE/COUNTY-  TN/COFFEE
 FD0251  USGS QUAD   -  MANCHESTER (1972)
 FD0251
 FD0251                         *CURRENT SURVEY CONTROL
 FD0251  ___________________________________________________________________
 FD0251* NAD 83(1995)-  35 25 35.77390(N)    086 01 35.66854(W)     ADJUSTED  
 FD0251* NAVD 88     -       332.49   (meters)    1090.8    (feet)  RESET     
 FD0251  ___________________________________________________________________
 FD0251  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FD0251  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0251
 FD0251  HORZ ORDER  -  SECOND
 FD0251  VERT ORDER  -  THIRD
 FD0251
 FD0251.The horizontal coordinates were established by classical geodetic methods
 FD0251.and adjusted by the National Geodetic Survey in April 1999..
 FD0251
 FD0251.The orthometric height was computed from unverified reset data.
 FD0251
 FD0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0251
 FD0251.The geoid height was determined by GEOID03.
 FD0251
 FD0251;                    North         East     Units Scale Factor Converg.
 FD0251;SPC TN       -   121,298.227   597,586.776   MT  0.99997353   -0 00 56.0
 FD0251;SPC TN       -   397,959.27  1,960,582.61   sFT  0.99997353   -0 00 56.0
 FD0251;UTM  16      - 3,920,788.616   588,364.610   MT  0.99969622   +0 33 51.5
 FD0251
 FD0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0251!SPC TN       -   0.99995234  x   0.99997353  =   0.99992587
 FD0251!UTM  16      -   0.99995234  x   0.99969622  =   0.99964858
 FD0251
 FD0251|---------------------------------------------------------------------|
 FD0251| PID    Reference Object                     Distance      Geod. Az  |
 FD0251|                                                           dddmmss.s |
 FD0251| FD0250 LEMM                                 29.575 METERS 01136     |
 FD0251| FD0252 LEMM 2 RM 3                          15.457 METERS 13717     |
 FD0251| FD0248 LEMM AZ MK                                         1913557.6 |
 FD0251| FD0253 LEMM 2 RM 4                          24.335 METERS 20823     |
 FD0251| FD0254 LEMM RM 2                            11.769 METERS 31633     |
 FD0251| CG6763 LEMM 2 RM 5                           5.694 METERS 33505     |
 FD0251|---------------------------------------------------------------------|
 FD0251
 FD0251                          SUPERSEDED SURVEY CONTROL
 FD0251
 FD0251  NAD 83(1995)-  35 25 35.78095(N)    086 01 35.66940(W) AD(       ) 2
 FD0251  NAD 83(1995)-  35 25 35.78054(N)    086 01 35.66977(W) AD(       ) 2
 FD0251  NAD 83(1995)-  35 25 35.78114(N)    086 01 35.66816(W) AD(       ) 2
 FD0251  NAD 83(1986)-  35 25 35.78416(N)    086 01 35.66632(W) AD(       ) 2
 FD0251  NAD 27      -  35 25 35.50470(N)    086 01 35.71550(W) AD(       ) 2
 FD0251  NGVD 29 (07/19/86)  332.48   (m)         1090.8    (f) LEVELING    3  
 FD0251
 FD0251.Superseded values are not recommended for survey control.
 FD0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0251.See file dsdata.txt to determine how the superseded data were derived.
 FD0251
 FD0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8836520789(NAD 83)
 FD0251_MARKER: DE = TRAVERSE STATION DISK
 FD0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0251_STAMPING: LEMM 2 1964
 FD0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0251+STABILITY: SURFACE MOTION
 FD0251
 FD0251  HISTORY     - Date     Condition        Report By
 FD0251  HISTORY     - 1964     MONUMENTED       CGS
 FD0251  HISTORY     - 1964     GOOD             CGS
 FD0251  HISTORY     - 1972     SEE DESCRIPTION  TVA
 FD0251  HISTORY     - 1975     GOOD             NGS
 FD0251
 FD0251                          STATION DESCRIPTION
 FD0251
 FD0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FD0251'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MANCHESTER, ABOUT
 FD0251'3.5 MILES NORTHWEST OF
 FD0251'HILLSBORO AND ON U S GOVERNMENT PROPERTY IN THE
 FD0251'NORTHEAST SECTION OF THE ARNOLD
 FD0251'ENGINEERING DEVELOPEMENT CENTER.
 FD0251'
 FD0251'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD0251'ROUTE 55 IN THE SOUTH PART
 FD0251'OF MANCHESTER, GO SOUTHEAST ON U S HIGHWAY 41 FOR 4.57
 FD0251'MILES TO A PAVED ROAD ON THE
 FD0251'RIGHT AND SIGN ARNOLD ENGINEERING
 FD0251'DEVELOPEMENT CENTER U S A F.  HERE TURN RIGHT
 FD0251'ON THIS PAVED ROAD AND
 FD0251'GO SOUTHWESTERLY FOR 1.7 MILES TO A GRAVELED CROSSROAD, TURN
 FD0251'RIGHT, WESTERLY,
 FD0251'ON THE GRAVELED ROAD AND GO 0.55 MILE TO A TRACK ROAD ON
 FD0251'THE RIGHT BETWEEN TWO LARGE
 FD0251'CONCRETE POSTS.  HERE TURN RIGHT AND GO
 FD0251'NORTH- NORTHEASTERLY ON THIS TRACK ROAD FOR
 FD0251'1.05 MILE TO THE AZIMUTH
 FD0251'MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON TRACK ROAD FOR 0.1
 FD0251'MILE TO THE
 FD0251'STATION ON THE RIGHT JUST SOUTH OF INTERSTATE ROUTE 24.
 FD0251'
 FD0251'THE STATION IS 49 FEET EAST OF A TRIANGLE BLAZED, 18-INCH OAK TREE,
 FD0251'14 FEET EAST OF THE
 FD0251'APPROXIMATE CENTER OF THE TRACK ROAD, 12 FEET SOUTHWEST
 FD0251'OF A TRIANGLE BLAZED, 16-INCH
 FD0251'OAK TREE, 6 FEET NORTHWEST OF A
 FD0251'TRIANGLE BLAZED, 10-INCH OAK TREE, 3.3 FEET
 FD0251'NORTH OF A METAL WITNESS
 FD0251'POST AND SIGN, AND JUST SOUTH OF INTERSTATE ROUTE 24
 FD0251'RIGHT-OF-WAY
 FD0251'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD0251'CONCRETE MONUMENT
 FD0251'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED LEMM
 FD0251'2 1964.  THE UNDERGROUND DISK IS
 FD0251'ABOUT 30 INCHES BELOW THE SURFACE.
 FD0251'
 FD0251'REFERENCE MARK NO 2 IS 28 FEET NORTHEAST OF A TRIANGLE BLAZED,
 FD0251'18-INCH OAK TREE
 FD0251'AND 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD0251'TRACK ROAD.  IT IS A STANDARD DISK
 FD0251'SET IN THE TOP OF A 10-INCH,
 FD0251'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FD0251'THE DISK IS
 FD0251'STAMPED LEMM NO 2 1962.
 FD0251'
 FD0251'REFERENCE MARK NO 3 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD0251'TRACK ROAD, 16
 FD0251'FEET SOUTHEAST OF A TRIANGLE BLAZED, 16-INCH OAK TREE
 FD0251'AND 4 FEET NORTHWEST OF AN
 FD0251'18-INCH OAK TREE WITH A METAL WITNESS SIGN
 FD0251'ATTACHED.  IT IS A STANDARD DISK SET IN THE
 FD0251'TOP OF A 10-INCH, SQUARE,
 FD0251'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FD0251'LEMM 2 NO 3 1964.
 FD0251'
 FD0251'REFERENCE MARK NO 4 IS 26 FEET EAST OF A TRIANGLE BLAZED, 18-INCH OAK
 FD0251'TREE AND 13 FEET WEST OF
 FD0251'THE APPROXIMATE CENTER OF THE TRACK ROAD.  IT IS A
 FD0251'STANDARD DISK SET IN THE TOP OF A
 FD0251'10-INCH SQUARE, CONCRETE MONUMENT
 FD0251'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LEMM 2
 FD0251'NO 4 1964.
 FD0251'
 FD0251'THE AZIMUTH MARK IS 31 FEET SOUTHEAST OF A 15-INCH OAK TREE, 19 FEET
 FD0251'WEST OF THE APPROXIMATE
 FD0251'CENTER OF THE TRACK ROAD AND 2.6 FEET NORTH OF A
 FD0251'METAL WITNESS POST AND SIGN.  IT
 FD0251'IS A STANDARD DISK SET IN THE TOP OF
 FD0251'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD0251'4 INCHES AND THE
 FD0251'DISK IS STAMPED LEMM 1962.
 FD0251'
 FD0251'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 FD0251'
 FD0251'NOTE-THE HORIZONTAL MEASURED DISTANCE BETWEEN OLD STATION LEMM 1962
 FD0251'(NOW DESTROYED) AND
 FD0251'THE NEW STATION LEMM 2 1964 IS 97.03 FEET FEET AND
 FD0251'29.575 METERS.
 FD0251
 FD0251                          STATION RECOVERY (1964)
 FD0251
 FD0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD0251'5 MI SE FROM MANCHESTER.
 FD0251'THIS MARK IS AT THE LEMM 2 1964 TRAVERSE STATION SITE.  TO REACH
 FD0251'FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 55 IN
 FD0251'THE SOUTH PART OF MANCHESTER, GO SOUTHEAST ON U.S. HIGHWAY 41
 FD0251'FOR 4.75 MILES TO A PAVED ROAD RIGHT AND SIGN ARNOLD ENGINEERING
 FD0251'DEVELOPEMENT CENTER U.S.A.F.  HERE TURN RIGHT ON THIS PAVED ROAD
 FD0251'AND GO SOUTHWESTERLY FOR 1.7 MILES TO A GRAVELED CROSSROAD, TURN
 FD0251'RIGHT, WESTERLY, ON THE GRAVELED ROAD AND GO 0.55 MILE TO A TRACK
 FD0251'ROAD ON THE RIGHT BETWEEN TWO LARGE CONCRETE POSTS.  HERE TURN
 FD0251'RIGHT AND GO NORTH-NORTHEASTERLY ON THIS TRACK ROAD FOR 1.15 MILE
 FD0251'TO THE MARK ON THE RIGHT JUST SOUTH OF INTERSTATE ROUTE 24.  IT
 FD0251'IS 49 FEET EAST OF A TRIANGLE BLAZED, 18-INCH OAK TREE, 14 FEET
 FD0251'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 12 FEET SOUTHWEST
 FD0251'OF A TRIANGLE BLAZED, 16-INCH OAK TREE, 6 FEET NORTHWEST OF A
 FD0251'TRIANGLE BLAZED, 10-INCH OAK TREE, 3.3 FEET NORTH OF A METAL
 FD0251'WITNESS POST AND SIGN, AND JUST SOUTH OF INTERSTATE ROUTE 24
 FD0251'RIGHT-OF-WAY FENCE.  A STANDARD TRAVERSE STATION DISK SET IN THE
 FD0251'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 FD0251'INCHES.
 FD0251
 FD0251                          STATION RECOVERY (1972)
 FD0251
 FD0251'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0251'LEMM 2 REF NO. 2 AND 4 BELIEVE DESTROYED BY CONSTRUCTION.
 FD0251'
 FD0251'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MI SOUTHEAST
 FD0251'OF MANCHESTER.
 FD0251
 FD0251                          STATION RECOVERY (1975)
 FD0251
 FD0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD0251'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND
 FD0251'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 FD0251'OBSTRUCTED BY THICK BRUSK.  REFERENCE MARK 2 FOUND DESTROYED.
 FD0251'REFERENCE MARK 4 WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.
 FD0251'REFERENCE MARK 5 WAS SET.  THE DISTANCE TO REFERENCE MARK 3
 FD0251'CHECKED.  A NEW DESCRIPTION FOLLOWS--
 FD0251'
 FD0251'THE STATION IS 12 FEET SOUTHWEST OF A TRIANGULAR BLAZED 16 INCH OAK
 FD0251'TREE, 6 FEET NORTHWEST OF A TRIANGULAR BLAZED 10 INCH OAK TREE, 3
 FD0251'FEET NORTH OF A METAL WITNESS POST AND 5 FEET SOUTHWEST OF THE
 FD0251'RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 24.  THE MONUMENT
 FD0251'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEMM 2 1964.
 FD0251'
 FD0251'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND
 FD0251'INTERSTATE HIGHWAY 24 AT THE SOUTH EDGE OF MANCHESTER, GO SOUTHEAST
 FD0251'ON INTERSTATE HIGHWAY 24 FOR 2.7 MILES TO THE STATION ON THE RIGHT.
 FD0251'
 FD0251'REFERENCE MARK 3 IS 55 FEET EAST OF THE CENTERLINE OF TRACK ROAD, 16
 FD0251'FEET SOUTHEAST OF THE BLAZED 16 INCH OAK TREE, 4 FEET NORTHWEST OF
 FD0251'AN 18 INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED AND 3 FEET
 FD0251'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 2
 FD0251'INCHES AND THE DISK IS STAMPED LEMM 2 NO 3 1964.
 FD0251'
 FD0251'REFERENCE MARK 5 IS A STANDARD PRE CAST ALUMINUM MONUMENT, STAMPED
 FD0251'LEMM 2 1964 NO 5 1975, PROJECTING 3 INCHES, 1 FOOT SOUTHWEST OF
 FD0251'FENCE, 20 FEET NORTHWEST OF THE METAL WITNESS POST AND 25 FEET
 FD0251'NORTHWEST OF THE 10 INCH OAK TREE.
 FD0251'
 FD0251'THE AZIMUTH MARK IS 31 FEET SOUTHEAST OF A 16 INCH OAK TREE, 19 FEET
 FD0251'WEST OF THE CENTERLINE OF TRACK ROAD AND 3 FEET NORTH OF A METAL
 FD0251'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 FD0251'STAMPED LEMM 1962.
 FD0251'
 FD0251'(THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE STATION, ACROSS
 FD0251'BORROW PIT AND IN WOODS.)
 FD0251'
 FD0251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 FD0251'SOUTHEAST OF MANCHESTER.
 FD0251'
 FD0251'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0252 ***********************************************************************
 FD0252  DESIGNATION -  LEMM 2 RM 3
 FD0252  PID         -  FD0252
 FD0252  STATE/COUNTY-  TN/COFFEE
 FD0252  USGS QUAD   -  MANCHESTER (1972)
 FD0252
 FD0252                         *CURRENT SURVEY CONTROL
 FD0252  ___________________________________________________________________
 FD0252* NAD 83(1986)-  35 25 36.     (N)    086 01 35.     (W)     SCALED    
 FD0252* NAVD 88     -       332.60   (meters)    1091.2    (feet)  RESET     
 FD0252  ___________________________________________________________________
 FD0252  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0252
 FD0252  VERT ORDER  -  THIRD
 FD0252
 FD0252.The horizontal coordinates were scaled from a topographic map and have
 FD0252.an estimated accuracy of +/- 6 seconds.
 FD0252
 FD0252.The orthometric height was computed from unverified reset data.
 FD0252
 FD0252.The geoid height was determined by GEOID03.
 FD0252
 FD0252;                    North         East    Units  Estimated Accuracy
 FD0252;SPC TN       -   121,310.      597,600.      MT  (+/- 180 meters Scaled)
 FD0252
 FD0252                          SUPERSEDED SURVEY CONTROL
 FD0252
 FD0252.No superseded survey control is available for this station.
 FD0252
 FD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883207(NAD 83)
 FD0252_MARKER: DR = REFERENCE MARK DISK
 FD0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0252_STAMPING: LEMM 2 NO 3 1964
 FD0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0252+STABILITY: SURFACE MOTION
 FD0252
 FD0252  HISTORY     - Date     Condition        Report By
 FD0252  HISTORY     - 1964     MONUMENTED       CGS
 FD0252
 FD0252                          STATION DESCRIPTION
 FD0252
 FD0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0252'5 MI SE FROM MANCHESTER.
 FD0252'THIS MARK IS AT THE LEMM 2 1964 TRAVERSE STATION SITE.  IT IS 55
 FD0252'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 50.70 FEET
 FD0252'SOUTHEAST OF THE STATION LEMM 2 1964, 16 FEET SOUTHEAST OF A
 FD0252'TRIANGLE BLAZED, 16-INCH OAK TREE, AND 4 FEET NORTHWEST OF AN
 FD0252'18-INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED.  A STANDARD
 FD0252'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD0252'MONUMENT THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0253 ***********************************************************************
 FD0253  DESIGNATION -  LEMM 2 RM 4
 FD0253  PID         -  FD0253
 FD0253  STATE/COUNTY-  TN/COFFEE
 FD0253  USGS QUAD   -  MANCHESTER (1972)
 FD0253
 FD0253                         *CURRENT SURVEY CONTROL
 FD0253  ___________________________________________________________________
 FD0253* NAD 83(1986)-  35 25 36.     (N)    086 01 35.     (W)     SCALED    
 FD0253* NAVD 88     -       331.85   (meters)    1088.7    (feet)  RESET     
 FD0253  ___________________________________________________________________
 FD0253  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0253
 FD0253  VERT ORDER  -  THIRD
 FD0253
 FD0253.The horizontal coordinates were scaled from a topographic map and have
 FD0253.an estimated accuracy of +/- 6 seconds.
 FD0253
 FD0253.The orthometric height was computed from unverified reset data.
 FD0253
 FD0253.The geoid height was determined by GEOID03.
 FD0253
 FD0253;                    North         East    Units  Estimated Accuracy
 FD0253;SPC TN       -   121,310.      597,600.      MT  (+/- 180 meters Scaled)
 FD0253
 FD0253                          SUPERSEDED SURVEY CONTROL
 FD0253
 FD0253.No superseded survey control is available for this station.
 FD0253
 FD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883207(NAD 83)
 FD0253_MARKER: DR = REFERENCE MARK DISK
 FD0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0253_STAMPING: LEMM 2 NO 4 1964
 FD0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0253+STABILITY: SURFACE MOTION
 FD0253
 FD0253  HISTORY     - Date     Condition        Report By
 FD0253  HISTORY     - 1964     MONUMENTED       CGS
 FD0253
 FD0253                          STATION DESCRIPTION
 FD0253
 FD0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0253'5 MI SE FROM MANCHESTER.
 FD0253'THIS MARK IS AT THE LEMM 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0253'79.84 FEET SOUTH-SOUTHWEST OF STATION LEMM 2 1964, 26 FEET EAST OF A
 FD0253'TRIANGLE BLAZED, 18-INCH OAK TREE AND 13 FEET WEST OF THE APPROXIMATE
 FD0253'CENTER OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK SET IN
 FD0253'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FD0253'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0248 ***********************************************************************
 FD0248  DESIGNATION -  LEMM AZ MK
 FD0248  PID         -  FD0248
 FD0248  STATE/COUNTY-  TN/COFFEE
 FD0248  USGS QUAD   -  MANCHESTER (1972)
 FD0248
 FD0248                         *CURRENT SURVEY CONTROL
 FD0248  ___________________________________________________________________
 FD0248* NAD 83(1986)-  35 25 29.     (N)    086 01 37.     (W)     SCALED    
 FD0248* NAVD 88     -       332.029  (meters)    1089.33   (feet)  ADJUSTED  
 FD0248  ___________________________________________________________________
 FD0248  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0248  DYNAMIC HT  -         331.710 (meters)    1088.29  (feet)  COMP
 FD0248  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 FD0248
 FD0248  VERT ORDER  -  SECOND    CLASS 0
 FD0248
 FD0248.The horizontal coordinates were scaled from a topographic map and have
 FD0248.an estimated accuracy of +/- 6 seconds.
 FD0248
 FD0248.The orthometric height was determined by differential leveling
 FD0248.and adjusted by the National Geodetic Survey in June 1991..
 FD0248
 FD0248.The geoid height was determined by GEOID03.
 FD0248
 FD0248.The dynamic height is computed by dividing the NAVD 88
 FD0248.geopotential number by the normal gravity value computed on the
 FD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0248.degrees latitude (g = 980.6199 gals.).
 FD0248
 FD0248.The modeled gravity was interpolated from observed gravity values.
 FD0248
 FD0248;                    North         East    Units  Estimated Accuracy
 FD0248;SPC TN       -   121,090.      597,550.      MT  (+/- 180 meters Scaled)
 FD0248
 FD0248                          SUPERSEDED SURVEY CONTROL
 FD0248
 FD0248  NGVD 29 (??/??/92)  332.022  (m)         1089.31   (f) ADJ UNCH    2 0
 FD0248
 FD0248.Superseded values are not recommended for survey control.
 FD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0248.See file dsdata.txt to determine how the superseded data were derived.
 FD0248
 FD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883205(NAD 83)
 FD0248_MARKER: DZ = AZIMUTH MARK DISK
 FD0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0248_STAMPING: LEMM 1962
 FD0248_MARK LOGO: TNHD  
 FD0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0248+STABILITY: SURFACE MOTION
 FD0248
 FD0248  HISTORY     - Date     Condition        Report By
 FD0248  HISTORY     - 1962     MONUMENTED       CGS
 FD0248  HISTORY     - 1964     GOOD             NGS
 FD0248
 FD0248                          STATION DESCRIPTION
 FD0248
 FD0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0248'5.1 MI SE FROM MANCHESTER.
 FD0248'THIS MARK IS NOW ABOUT 0.1 MILE SOUTH OF THE LEMM 2 1964 TRAVERSE
 FD0248'STATION SITE.  IT IS 31 FEET SOUTHEAST OF A 15-INCH OAK TREE,
 FD0248'19 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD LEADING TO
 FD0248'THE STATION AND 2.6 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 FD0248'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD0248'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0254 ***********************************************************************
 FD0254  DESIGNATION -  LEMM RM 2
 FD0254  PID         -  FD0254
 FD0254  STATE/COUNTY-  TN/COFFEE
 FD0254  USGS QUAD   -  MANCHESTER (1972)
 FD0254
 FD0254                         *CURRENT SURVEY CONTROL
 FD0254  ___________________________________________________________________
 FD0254* NAD 83(1986)-  35 25 36.     (N)    086 01 35.     (W)     SCALED    
 FD0254* NAVD 88     -       332.343  (meters)    1090.36   (feet)  ADJUSTED  
 FD0254  ___________________________________________________________________
 FD0254  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0254  DYNAMIC HT  -         332.023 (meters)    1089.31  (feet)  COMP
 FD0254  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 FD0254
 FD0254  VERT ORDER  -  SECOND    CLASS 0
 FD0254
 FD0254.The horizontal coordinates were scaled from a topographic map and have
 FD0254.an estimated accuracy of +/- 6 seconds.
 FD0254
 FD0254.The orthometric height was determined by differential leveling
 FD0254.and adjusted by the National Geodetic Survey in June 1991..
 FD0254
 FD0254.The geoid height was determined by GEOID03.
 FD0254
 FD0254.The dynamic height is computed by dividing the NAVD 88
 FD0254.geopotential number by the normal gravity value computed on the
 FD0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0254.degrees latitude (g = 980.6199 gals.).
 FD0254
 FD0254.The modeled gravity was interpolated from observed gravity values.
 FD0254
 FD0254;                    North         East    Units  Estimated Accuracy
 FD0254;SPC TN       -   121,310.      597,600.      MT  (+/- 180 meters Scaled)
 FD0254
 FD0254                          SUPERSEDED SURVEY CONTROL
 FD0254
 FD0254  NGVD 29 (??/??/92)  332.336  (m)         1090.34   (f) ADJ UNCH    2 0
 FD0254
 FD0254.Superseded values are not recommended for survey control.
 FD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0254.See file dsdata.txt to determine how the superseded data were derived.
 FD0254
 FD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883207(NAD 83)
 FD0254_MARKER: DR = REFERENCE MARK DISK
 FD0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0254_STAMPING: LEMM 2 1962
 FD0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0254+STABILITY: SURFACE MOTION
 FD0254
 FD0254  HISTORY     - Date     Condition        Report By
 FD0254  HISTORY     - 1962     MONUMENTED       CGS
 FD0254  HISTORY     - 1964     GOOD             NGS
 FD0254
 FD0254                          STATION DESCRIPTION
 FD0254
 FD0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0254'5 MI SE FROM MANCHESTER.
 FD0254'THIS MARK IS NOW AT THE LEMM 2 1964 STATION SITE.  I WAS ORIGINALLY
 FD0254'AT THE TRAVERSE STATION LEMM 1962 STATION SITE WHICH HAS BEEN
 FD0254'DESTROYED.  IT IS NOW 38.61 FEET NORTHWEST OF THE STATION LEMM
 FD0254'2 1964, 28 FEET NORTHEAST OF A TRIANGLE BLAZED, 18-INCH OAK TREE
 FD0254'AND 17 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD.  A
 FD0254'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD0254'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1683 ***********************************************************************
 FC1683  DESIGNATION -  LENEX
 FC1683  PID         -  FC1683
 FC1683  STATE/COUNTY-  TN/LOUDON
 FC1683  USGS QUAD   -  LENOIR CITY (1986)
 FC1683
 FC1683                         *CURRENT SURVEY CONTROL
 FC1683  ___________________________________________________________________
 FC1683* NAD 83(1995)-  35 52 23.51512(N)    084 18 41.32027(W)     ADJUSTED  
 FC1683* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FC1683  ___________________________________________________________________
 FC1683  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FC1683  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC1683
 FC1683  HORZ ORDER  -  SECOND
 FC1683
 FC1683.The horizontal coordinates were established by classical geodetic methods
 FC1683.and adjusted by the National Geodetic Survey in April 1999..
 FC1683
 FC1683.The orthometric height was scaled from a topographic map.
 FC1683
 FC1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1683
 FC1683.The geoid height was determined by GEOID03.
 FC1683
 FC1683;                    North         East     Units Scale Factor Converg.
 FC1683;SPC TN       -   172,161.873   752,471.331   MT  0.99994863   +0 59 18.7
 FC1683;SPC TN       -   564,834.41  2,468,733.03   sFT  0.99994863   +0 59 18.7
 FC1683;UTM  16      - 3,973,223.008   742,725.553   MT  1.00032603   +1 34 34.4
 FC1683
 FC1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1683!SPC TN       -   0.99995225  x   0.99994863  =   0.99990088
 FC1683!UTM  16      -   0.99995225  x   1.00032603  =   1.00027826
 FC1683
 FC1683|---------------------------------------------------------------------|
 FC1683| PID    Reference Object                     Distance      Geod. Az  |
 FC1683|                                                           dddmmss.s |
 FC1683| FC1684 LENEX RM 1                            7.785 METERS 07321     |
 FC1683| CZ4891 LENEX RM 2                            7.041 METERS 24536     |
 FC1683| FC1679 TS K2                               APPROX. 3.1 KM 2870921.2 |
 FC1683|---------------------------------------------------------------------|
 FC1683
 FC1683                          SUPERSEDED SURVEY CONTROL
 FC1683
 FC1683  NAD 83(1995)-  35 52 23.52381(N)    084 18 41.31958(W) AD(       ) 2
 FC1683  NAD 83(1986)-  35 52 23.52958(N)    084 18 41.31782(W) AD(       ) 2
 FC1683  NAD 27      -  35 52 23.24970(N)    084 18 41.59640(W) AD(       ) 2
 FC1683
 FC1683.Superseded values are not recommended for survey control.
 FC1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1683.See file dsdata.txt to determine how the superseded data were derived.
 FC1683
 FC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4272673223(NAD 83)
 FC1683_MARKER: DS = TRIANGULATION STATION DISK
 FC1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FC1683
 FC1683  HISTORY     - Date     Condition        Report By
 FC1683  HISTORY     - 1960     MONUMENTED       CGS
 FC1683  HISTORY     - 1981     GOOD             NGS
 FC1683
 FC1683                          STATION DESCRIPTION
 FC1683
 FC1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1683'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSTATE HIGHWAY
 FC1683'AND ON MR. JAMES LENEX PROPERTY.
 FC1683'
 FC1683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1683'HIGHWAY 95 IN THE WEST PART OF EATON CROSSROADS, GO NORTH ON
 FC1683'STATE HIGHWAY 95 FOR 3.3 MILES TO THE INTERSTATE HIGHWAY, WHICH IS
 FC1683'NOW UNDER CONSTRUCTION, CONTINUE NORTH ON STATE HIGHWAY 95 FOR
 FC1683'0.45 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHEAST, FOR
 FC1683'0.85 MILE TO A SIDE ROAD ON THE RIGHT AT THE WOODLAWN BAPTIST
 FC1683'CHURCH, TURN RIGHT, SOUTH, FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT,
 FC1683'TURN SHARP LEFT, NORTHEAST, FOR 0.3 MILE TO THE STATION.
 FC1683'
 FC1683'STATION MARK IS 71 FEET SOUTH OF THE SOUTHWEST CORNER OF MR. LENEX
 FC1683'HOUSE AND 2 FEET NORTH OF A WIRE FENCE. THE MARK IS A STANDARD
 FC1683'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LENEX 1960.
 FC1683'
 FC1683'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A
 FC1683'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LENEX
 FC1683'NO. 1 1960.
 FC1683'
 FC1683'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A
 FC1683'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC1683'LENEX NO. 2 1960.
 FC1683'
 FC1683'TRAVERSE STATION TS-K2 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1683'DESCRIPTION THEREOF.
 FC1683'
 FC1683'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC1683
 FC1683                          STATION RECOVERY (1981)
 FC1683
 FC1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC1683'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FC1683'DESCRIPTION IS GOOD WITH THE BELOW.
 FC1683'
 FC1683'THE STATION MARK IS 48 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 FC1683'BLOCK GARAGE, 8 FEET NORTHWEST OF A 4 INCH PLUM TREE AND 10 FEET
 FC1683'SOUTH OF THE CENTERLINE OF GRAVEL DRIVE.
 FC1683'
 FC1683'REFERENCE MARK 1 IS 22 FEET WEST OF THE NORTHWEST CORNER OF THE
 FC1683'GARAGE, 16 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 8 FEET
 FC1683'NORTHWEST OF THE NORTHWEST LEG OF THE BASE OF A STEEL TOWER.
 FC1683'
 FC1683'REFERENCE MARK 2 IS 8 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 FC1683'AND 70 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1684 ***********************************************************************
 FC1684  DESIGNATION -  LENEX RM 1
 FC1684  PID         -  FC1684
 FC1684  STATE/COUNTY-  TN/LOUDON
 FC1684  USGS QUAD   -  LENOIR CITY (1986)
 FC1684
 FC1684                         *CURRENT SURVEY CONTROL
 FC1684  ___________________________________________________________________
 FC1684* NAD 83(1995)-  35 52 23.58749(N)    084 18 41.02293(W)     ADJUSTED  
 FC1684* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FC1684  ___________________________________________________________________
 FC1684  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FC1684  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC1684
 FC1684  HORZ ORDER  -  SECOND
 FC1684
 FC1684.The horizontal coordinates were established by classical geodetic methods
 FC1684.and adjusted by the National Geodetic Survey in April 1999..
 FC1684
 FC1684.The orthometric height was scaled from a topographic map.
 FC1684
 FC1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1684
 FC1684.The geoid height was determined by GEOID03.
 FC1684
 FC1684;                    North         East     Units Scale Factor Converg.
 FC1684;SPC TN       -   172,164.232   752,478.750   MT  0.99994863   +0 59 18.9
 FC1684;SPC TN       -   564,842.15  2,468,757.37   sFT  0.99994863   +0 59 18.9
 FC1684;UTM  16      - 3,973,225.443   742,732.950   MT  1.00032608   +1 34 34.6
 FC1684
 FC1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1684!SPC TN       -   0.99995225  x   0.99994863  =   0.99990088
 FC1684!UTM  16      -   0.99995225  x   1.00032608  =   1.00027831
 FC1684
 FC1684:                Primary Azimuth Mark                     Grid Az
 FC1684:SPC TN       -  MELTON                                   006 55 51.7
 FC1684:UTM  16      -  MELTON                                   006 20 36.0
 FC1684
 FC1684|---------------------------------------------------------------------|
 FC1684| PID    Reference Object                     Distance      Geod. Az  |
 FC1684|                                                           dddmmss.s |
 FC1684| FC1678 MELTON                              APPROX. 4.1 KM 0075510.6 |
 FC1684|---------------------------------------------------------------------|
 FC1684
 FC1684                          SUPERSEDED SURVEY CONTROL
 FC1684
 FC1684  NAD 83(1995)-  35 52 23.59617(N)    084 18 41.02224(W) AD(       ) 2
 FC1684  NAD 83(1986)-  35 52 23.60199(N)    084 18 41.02029(W) AD(       ) 2
 FC1684  NAD 27      -  35 52 23.32210(N)    084 18 41.29890(W) AD(       ) 2
 FC1684
 FC1684.Superseded values are not recommended for survey control.
 FC1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1684.See file dsdata.txt to determine how the superseded data were derived.
 FC1684
 FC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4273373225(NAD 83)
 FC1684_MARKER: DR = REFERENCE MARK DISK
 FC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1684_MARK LOGO: CGS   
 FC1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1684+STABILITY: SURFACE MOTION
 FC1684
 FC1684  HISTORY     - Date     Condition        Report By
 FC1684  HISTORY     - 1960     MONUMENTED       CGS
 FC1684
 FC1684                          STATION DESCRIPTION
 FC1684
 FC1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC1684'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSTATE HIGHWAY
 FC1684'AND ON MR. JAMES LENEX PROPERTY.
 FC1684'
 FC1684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1684'HIGHWAY 95 IN THE WEST PART OF EATON CROSSROADS, GO NORTH ON
 FC1684'STATE HIGHWAY 95 FOR 3.3 MILES TO THE INTERSTATE HIGHWAY, WHICH IS
 FC1684'NOW UNDER CONSTRUCTION, CONTINUE NORTH ON STATE HIGHWAY 95 FOR
 FC1684'0.45 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHEAST, FOR
 FC1684'0.85 MILE TO A SIDE ROAD ON THE RIGHT AT THE WOODLAWN BAPTIST
 FC1684'CHURCH, TURN RIGHT, SOUTH, FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT,
 FC1684'TURN SHARP LEFT, NORTHEAST, FOR 0.3 MILE TO THE STATION.
 FC1684'
 FC1684'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A
 FC1684'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LENEX
 FC1684'NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0901 ***********************************************************************
 FD0901  DESIGNATION -  LEOMA
 FD0901  PID         -  FD0901
 FD0901  STATE/COUNTY-  TN/LAWRENCE
 FD0901  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0901
 FD0901                         *CURRENT SURVEY CONTROL
 FD0901  ___________________________________________________________________
 FD0901* NAD 83(1995)-  35 09 12.07885(N)    087 21 13.73419(W)     ADJUSTED  
 FD0901* NAVD 88     -       294.997  (meters)     967.84   (feet)  ADJUSTED  
 FD0901  ___________________________________________________________________
 FD0901  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FD0901  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0901  DYNAMIC HT  -         294.714 (meters)     966.91  (feet)  COMP
 FD0901  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 FD0901
 FD0901  HORZ ORDER  -  SECOND
 FD0901  VERT ORDER  -  FIRST     CLASS II
 FD0901
 FD0901.The horizontal coordinates were established by classical geodetic methods
 FD0901.and adjusted by the National Geodetic Survey in April 1999..
 FD0901
 FD0901.The orthometric height was determined by differential leveling
 FD0901.and adjusted by the National Geodetic Survey in June 1991..
 FD0901
 FD0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0901
 FD0901.The geoid height was determined by GEOID03.
 FD0901
 FD0901.The dynamic height is computed by dividing the NAVD 88
 FD0901.geopotential number by the normal gravity value computed on the
 FD0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0901.degrees latitude (g = 980.6199 gals.).
 FD0901
 FD0901.The modeled gravity was interpolated from observed gravity values.
 FD0901
 FD0901;                    North         East     Units Scale Factor Converg.
 FD0901;SPC TN       -    91,835.465   476,645.380   MT  1.00001846   -0 47 33.3
 FD0901;SPC TN       -   301,296.85  1,563,794.05   sFT  1.00001846   -0 47 33.3
 FD0901;UTM  16      - 3,890,107.083   467,774.074   MT  0.99961280   -0 12 13.4
 FD0901
 FD0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0901!SPC TN       -   0.99995803  x   1.00001846  =   0.99997649
 FD0901!UTM  16      -   0.99995803  x   0.99961280  =   0.99957085
 FD0901
 FD0901:                Primary Azimuth Mark                     Grid Az
 FD0901:SPC TN       -  LEOMA NASHVILLE FLORENCE TV TR           038 39 24.2
 FD0901:UTM  16      -  LEOMA NASHVILLE FLORENCE TV TR           038 04 04.3
 FD0901
 FD0901|---------------------------------------------------------------------|
 FD0901| PID    Reference Object                     Distance      Geod. Az  |
 FD0901|                                                           dddmmss.s |
 FD0901| FD1546 LEOMA NASHVILLE FLORENCE TV TR      APPROX. 1.5 KM 0375150.9 |
 FD0901| CG6765 LEOMA RM 1                           26.068 METERS 04151     |
 FD0901| FD0902 LEOMA RM 2                           25.593 METERS 22341     |
 FD0901| FD0900 LEOMA AZ MK                                        2235713.0 |
 FD0901| FD1547 LEOMA TX EASTERN MICROWAVE TWR      399.848 METERS 34808     |
 FD0901|---------------------------------------------------------------------|
 FD0901
 FD0901                          SUPERSEDED SURVEY CONTROL
 FD0901
 FD0901  NAD 83(1995)-  35 09 12.07894(N)    087 21 13.73565(W) AD(       ) 2
 FD0901  NAD 83(1995)-  35 09 12.08744(N)    087 21 13.73697(W) AD(       ) 2
 FD0901  NAD 83(1986)-  35 09 12.08961(N)    087 21 13.73672(W) AD(       ) 2
 FD0901  NAD 27      -  35 09 11.79300(N)    087 21 13.65990(W) AD(       ) 2
 FD0901  NGVD 29 (??/??/92)  294.958  (m)          967.71   (f) ADJ UNCH    1 2
 FD0901
 FD0901.Superseded values are not recommended for survey control.
 FD0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0901.See file dsdata.txt to determine how the superseded data were derived.
 FD0901
 FD0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6777490107(NAD 83)
 FD0901_MARKER: DD = SURVEY DISK
 FD0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0901_STAMPING: LEOMA 1962
 FD0901_MARK LOGO: TNHD  
 FD0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0901+STABILITY: SURFACE MOTION
 FD0901
 FD0901  HISTORY     - Date     Condition        Report By
 FD0901  HISTORY     - 1962     MONUMENTED       TNHD
 FD0901  HISTORY     - 1962     GOOD             TNHD
 FD0901  HISTORY     - 1983     GOOD             NGS
 FD0901
 FD0901                          STATION DESCRIPTION
 FD0901
 FD0901'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0901'1 MI S FROM LEOMA.
 FD0901'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43, FOR
 FD0901'0.70 MILE TO THE STATION ON THE RIGHT.  THE STATION IS 30 FEET
 FD0901'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 27 FEET NORTH OF A
 FD0901'MILEAGE SIGN, 14.7 FEET SOUTH OF A TELEPHONE POLE AND 14.1 FEET
 FD0901'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0901'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0901'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0901
 FD0901                          STATION RECOVERY (1962)
 FD0901
 FD0901'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0901'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF LEOMA ON THE WEST SIDE
 FD0901'OF U S HIGHWAY 43.
 FD0901'
 FD0901'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U S
 FD0901'HIGHWAY 43 FOR 0.7 MILE TO
 FD0901'THE STATION ON THE RIGHT.
 FD0901'
 FD0901'THE STATION IS 30 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0901'43, 27 FEET NORTH OF A
 FD0901'MILEAGE SIGN, 14.7 FEET SOUTH OF A TELEPHONE POLE AND
 FD0901'14.1 FEET SOUTH OF A WITNESS POST.
 FD0901'SURFACE AND UNDERGROUND MARKS ARE
 FD0901'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 FD0901'STAMPED--LEOMA 1962--.
 FD0901'THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 FD0901'THE SURFACE DISK
 FD0901'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0901'
 FD0901'REFERENCE MARK NO 1 IS 35 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0901'HIGHWAY 43.  IT IS A
 FD0901'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0901'10-INCH SQUARE CONCRETE
 FD0901'MONUMENT, FLUSH, AND IS STAMPED LEOMA RM 1 1962.
 FD0901'
 FD0901'REFERENCE MARK NO 2 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0901'HIGHWAY 43.  IT IS A
 FD0901'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0901'10-INCH SQUARE CONCRETE
 FD0901'MONUMENT, FLUSH, AND IS STAMPED LEOMA RM 2 1962.
 FD0901'
 FD0901'THE AZIMUTH MARK IS 46 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0901'HIGHWAY 43, 4.8 FEET NORTH
 FD0901'OF A POWER POLE AND 3.8 FEET NORTH OF A WITNESS POST.
 FD0901'IT IS A STANDARD TENNESSEE
 FD0901'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0901'SQUARE CONCRETE MONUMENT, FLUSH, AND IS
 FD0901'STAMPED LEOMA AZI 1962.
 FD0901'
 FD0901'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U S HIGHWAY
 FD0901'43 FOR 0.6 MILE TO THE
 FD0901'AZIMUTH MARK ON THE LEFT.
 FD0901'
 FD0901'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0901'
 FD0901'HEIGHT OF LIGHT ABOVE STATION MARK 22.78 METERS.
 FD0901
 FD0901                          STATION RECOVERY (1983)
 FD0901
 FD0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0901'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DESCRIPTION TO
 FD0901'READ 0.7 KM (0.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST
 FD0901'OFFICE IN LEOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0900 ***********************************************************************
 FD0900  DESIGNATION -  LEOMA AZ MK
 FD0900  PID         -  FD0900
 FD0900  STATE/COUNTY-  TN/LAWRENCE
 FD0900  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0900
 FD0900                         *CURRENT SURVEY CONTROL
 FD0900  ___________________________________________________________________
 FD0900* NAD 83(1986)-  35 08 50.     (N)    087 21 40.     (W)     SCALED    
 FD0900* NAVD 88     -       284.821  (meters)     934.45   (feet)  POSTED    
 FD0900  ___________________________________________________________________
 FD0900  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0900  DYNAMIC HT  -         284.550 (meters)     933.56  (feet)  COMP
 FD0900  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 FD0900
 FD0900  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FD0900
 FD0900.The horizontal coordinates were scaled from a topographic map and have
 FD0900.an estimated accuracy of +/- 6 seconds.
 FD0900
 FD0900.The orthometric height was determined by differential leveling
 FD0900.and adjusted by the National Geodetic Survey in 1992..
 FD0900.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FD0900.rate greater than 8.0 mm/km.
 FD0900
 FD0900.The geoid height was determined by GEOID03.
 FD0900
 FD0900.The dynamic height is computed by dividing the NAVD 88
 FD0900.geopotential number by the normal gravity value computed on the
 FD0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0900.degrees latitude (g = 980.6199 gals.).
 FD0900
 FD0900.The modeled gravity was interpolated from observed gravity values.
 FD0900
 FD0900;                    North         East    Units  Estimated Accuracy
 FD0900;SPC TN       -    91,160.      475,970.      MT  (+/- 180 meters Scaled)
 FD0900
 FD0900                          SUPERSEDED SURVEY CONTROL
 FD0900
 FD0900  NGVD 29 (??/??/92)  284.773  (m)          934.29   (f) ADJ UNCH    2 0
 FD0900
 FD0900.Superseded values are not recommended for survey control.
 FD0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0900.See file dsdata.txt to determine how the superseded data were derived.
 FD0900
 FD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD671894(NAD 83)
 FD0900_MARKER: DD = SURVEY DISK
 FD0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0900_STAMPING: LEOMA AZI 1962
 FD0900_MARK LOGO: TNHD  
 FD0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0900+STABILITY: SURFACE MOTION
 FD0900
 FD0900  HISTORY     - Date     Condition        Report By
 FD0900  HISTORY     - 1962     MONUMENTED       TNHD
 FD0900  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0900
 FD0900                          STATION DESCRIPTION
 FD0900
 FD0900'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0900'1 MI S FROM LEOMA.
 FD0900'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43, FOR
 FD0900'0.13 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH IS 46 FEET EAST
 FD0900'OF THE CENTERLINE OF U.S. HIGHWAY 43, 4.8 FEET NORTH OF A POWER
 FD0900'POLE AND 3.8 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 FD0900'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0900'10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0900
 FD0900                          STATION RECOVERY (1983)
 FD0900
 FD0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0900'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1546 ***********************************************************************
 FD1546  DESIGNATION -  LEOMA NASHVILLE FLORENCE TV TR
 FD1546  PID         -  FD1546
 FD1546  STATE/COUNTY-  TN/LAWRENCE
 FD1546  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1546
 FD1546                         *CURRENT SURVEY CONTROL
 FD1546  ___________________________________________________________________
 FD1546* NAD 83(1995)-  35 09 49.65172(N)    087 20 38.16023(W)     ADJUSTED  
 FD1546* NAVD 88     -                                                        
 FD1546  ___________________________________________________________________
 FD1546  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FD1546  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FD1546
 FD1546  HORZ ORDER  -  THIRD
 FD1546
 FD1546.The horizontal coordinates were established by classical geodetic methods
 FD1546.and adjusted by the National Geodetic Survey in April 1999..
 FD1546
 FD1546
 FD1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1546
 FD1546.The geoid height was determined by GEOID03.
 FD1546
 FD1546;                    North         East     Units Scale Factor Converg.
 FD1546;SPC TN       -    92,980.874   477,561.603   MT  1.00001633   -0 47 12.5
 FD1546;SPC TN       -   305,054.75  1,566,800.03   sFT  1.00001633   -0 47 12.5
 FD1546;UTM  16      - 3,891,261.378   468,678.112   MT  0.99961209   -0 11 53.1
 FD1546
 FD1546                          SUPERSEDED SURVEY CONTROL
 FD1546
 FD1546  NAD 83(1995)-  35 09 49.65181(N)    087 20 38.16161(W) AD(       ) 4
 FD1546  NAD 83(1995)-  35 09 49.66057(N)    087 20 38.16250(W) AD(       ) 4
 FD1546  NAD 83(1986)-  35 09 49.66266(N)    087 20 38.16246(W) AD(       ) 4
 FD1546  NAD 27      -  35 09 49.36900(N)    087 20 38.08600(W) AD(       ) 3
 FD1546
 FD1546.Superseded values are not recommended for survey control.
 FD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1546.See file dsdata.txt to determine how the superseded data were derived.
 FD1546
 FD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6867891261(NAD 83)
 FD1546_MARKER: 43 = RADIO/TV TOWER
 FD1546
 FD1546  HISTORY     - Date     Condition        Report By
 FD1546  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1546
 FD1546                          STATION DESCRIPTION
 FD1546
 FD1546'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1546'THE STATION IS ABOUT 0.1 MILE NORTHEAST OF LEOMA ON THE PROPERTY OF
 FD1546'MR LUTHER STAGGS.
 FD1546'IT IS A 2 LEGGED STEEL MAST PAINTED IN ALTERNATING
 FD1546'COLORS OF RED AND WHITE WITH A RED
 FD1546'BLINKING LIGHT IN THE MIDDLE AND
 FD1546'AT THE TOP.  THE HEIGHT IS ABOUT 200 FEET.  THE POINT
 FD1546'INTERSECTED WAS
 FD1546'THE RED LIGHT AT THE TOP.
 FD1546'
 FD1546'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO 0.1 MILE NORTH
 FD1546'ON U S HIGHWAY 43
 FD1546'TO THE DRIVEWAY OF LUTHER STAGGS ON THE RIGHT, TURN
 FD1546'RIGHT, AND FOLLOW THE DRIVEWAY 0.2
 FD1546'MILE EAST, PASSING THROUGH TWO
 FD1546'GATES, TO THE SATISFACTION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0902 ***********************************************************************
 FD0902  DESIGNATION -  LEOMA RM 2
 FD0902  PID         -  FD0902
 FD0902  STATE/COUNTY-  TN/LAWRENCE
 FD0902  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0902
 FD0902                         *CURRENT SURVEY CONTROL
 FD0902  ___________________________________________________________________
 FD0902* NAD 83(1986)-  35 09 12.     (N)    087 21 12.     (W)     SCALED    
 FD0902* NAVD 88     -       294.638  (meters)     966.66   (feet)  ADJUSTED  
 FD0902  ___________________________________________________________________
 FD0902  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0902  DYNAMIC HT  -         294.356 (meters)     965.73  (feet)  COMP
 FD0902  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 FD0902
 FD0902  VERT ORDER  -  SECOND    CLASS 0
 FD0902
 FD0902.The horizontal coordinates were scaled from a topographic map and have
 FD0902.an estimated accuracy of +/- 6 seconds.
 FD0902
 FD0902.The orthometric height was determined by differential leveling
 FD0902.and adjusted by the National Geodetic Survey in June 1991..
 FD0902
 FD0902.The geoid height was determined by GEOID03.
 FD0902
 FD0902.The dynamic height is computed by dividing the NAVD 88
 FD0902.geopotential number by the normal gravity value computed on the
 FD0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0902.degrees latitude (g = 980.6199 gals.).
 FD0902
 FD0902.The modeled gravity was interpolated from observed gravity values.
 FD0902
 FD0902;                    North         East    Units  Estimated Accuracy
 FD0902;SPC TN       -    91,830.      476,690.      MT  (+/- 180 meters Scaled)
 FD0902
 FD0902                          SUPERSEDED SURVEY CONTROL
 FD0902
 FD0902  NGVD 29 (??/??/92)  294.600  (m)          966.53   (f) ADJ UNCH    2 0
 FD0902
 FD0902.Superseded values are not recommended for survey control.
 FD0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0902.See file dsdata.txt to determine how the superseded data were derived.
 FD0902
 FD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD678901(NAD 83)
 FD0902_MARKER: DD = SURVEY DISK
 FD0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0902_STAMPING: LEOMA RM 2 1962
 FD0902_MARK LOGO: TNHD  
 FD0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0902+STABILITY: SURFACE MOTION
 FD0902
 FD0902  HISTORY     - Date     Condition        Report By
 FD0902  HISTORY     - 1962     MONUMENTED       TNHD
 FD0902  HISTORY     - 1983     GOOD             NGS
 FD0902
 FD0902                          STATION DESCRIPTION
 FD0902
 FD0902'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0902'1 MI S FROM LEOMA.
 FD0902'THIS MARK IS LOCATED AT THE LEOMA 1962 STATION SITE, 28 FEET
 FD0902'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 84 FEET
 FD0902'SOUTH-SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0902'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0902'MONUMENT, FLUSH WITH THE GROUND.
 FD0902
 FD0902                          STATION RECOVERY (1983)
 FD0902
 FD0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0902'RECOVERED IN GOOD CONDITION.  NOTE, 0.7 KM (0.45 MI) SOUTHWEST ALONG
 FD0902'U.S. HIGHWAY 43 FROM THE POST OFFICE IN LEOMA, DELETE 0.7 MILE SOUTH
 FD0902'OF THE THE POST OFFICE AS A NEW POST OFFICE HAS BEEN BUILT, ADD
 FD0902'1.2 METERS (4.0 FT) EAST-NORTHEAST OF A 55 MPH SPEED LIMIT SIGN, AND
 FD0902'4.3 METERS (14.0 FT) SOUTHEAST OF A FENCE LINE AND TNHD WITNESS POST.
 FD0902'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1547 ***********************************************************************
 FD1547  DESIGNATION -  LEOMA TX EASTERN MICROWAVE TWR
 FD1547  PID         -  FD1547
 FD1547  STATE/COUNTY-  TN/LAWRENCE
 FD1547  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1547
 FD1547                         *CURRENT SURVEY CONTROL
 FD1547  ___________________________________________________________________
 FD1547* NAD 83(1995)-  35 09 24.77658(N)    087 21 16.98070(W)     ADJUSTED  
 FD1547* NAVD 88     -                                                        
 FD1547  ___________________________________________________________________
 FD1547  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FD1547  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FD1547
 FD1547  HORZ ORDER  -  THIRD
 FD1547
 FD1547.The horizontal coordinates were established by classical geodetic methods
 FD1547.and adjusted by the National Geodetic Survey in April 1999..
 FD1547
 FD1547
 FD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1547
 FD1547.The geoid height was determined by GEOID03.
 FD1547
 FD1547;                    North         East     Units Scale Factor Converg.
 FD1547;SPC TN       -    92,227.886   476,568.632   MT  1.00001774   -0 47 35.2
 FD1547;SPC TN       -   302,584.32  1,563,542.25   sFT  1.00001774   -0 47 35.2
 FD1547;UTM  16      - 3,890,498.535   467,693.330   MT  0.99961286   -0 12 15.3
 FD1547
 FD1547                          SUPERSEDED SURVEY CONTROL
 FD1547
 FD1547  NAD 83(1995)-  35 09 24.77659(N)    087 21 16.98217(W) AD(       ) 4
 FD1547  NAD 83(1995)-  35 09 24.78510(N)    087 21 16.98328(W) AD(       ) 4
 FD1547  NAD 83(1986)-  35 09 24.78745(N)    087 21 16.98318(W) AD(       ) 4
 FD1547  NAD 27      -  35 09 24.49500(N)    087 21 16.90600(W) AD(       ) 3
 FD1547
 FD1547.Superseded values are not recommended for survey control.
 FD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1547.See file dsdata.txt to determine how the superseded data were derived.
 FD1547
 FD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6769390499(NAD 83)
 FD1547_MARKER: 45 = MICROWAVE TOWER
 FD1547
 FD1547  HISTORY     - Date     Condition        Report By
 FD1547  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1547  HISTORY     - 1979     GOOD             NGS
 FD1547
 FD1547                          STATION DESCRIPTION
 FD1547
 FD1547'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1547'THE STATION IS LOCATED ON THE PROPERTY OF MR MILLARD A BIRDYSHAW
 FD1547'ABOUT 0.3 MILE WEST
 FD1547'OF LEOMA.  IT IS A STEEL MAST PAINTED IN ALTERNATING
 FD1547'COLORS OF RED AND WHITE WITH RED
 FD1547'BLINKING LIGHTS THROUGHOUT IT AND ON
 FD1547'THE TOP.  THE HEIGHT IS ABOUT 240 FT.  THE POINT
 FD1547'INTERSECTED WAS THE
 FD1547'RED LIGHT ON THE TOP.
 FD1547'
 FD1547'TO REACH THE STATION FROM THE POST OFFICE LEOMA GO 0.2 MILE SOUTH ON
 FD1547'U S HIGHWAY 43 TO
 FD1547'THE OLD JACKSON HIGHWAY ON THE RIGHT, TURN RIGHT
 FD1547'AND GO 0.3 MILE WEST ON OLD JACKSON
 FD1547'HIGHWAY TO A GRAVEL DRIVE ON THE
 FD1547'RIGHT, TURN RIGHT, NORTH, CROSSING RAILROAD TRACKS,
 FD1547'AND THEN TURN
 FD1547'LEFT, WEST, AND GO 0.15 MILE WEST TO A FIELD AND THE STATION.
 FD1547
 FD1547                          STATION RECOVERY (1979)
 FD1547
 FD1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1547'THE STATION, LEOMA TEXAS EASTERN MICROWAVE TOWER, WAS USED FOR
 FD1547'CHECK ANGLE PURPOSES ONLY AND WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2099 ***********************************************************************
 FB2099  DESIGNATION -  LESLIE
 FB2099  PID         -  FB2099
 FB2099  STATE/COUNTY-  TN/KNOX
 FB2099  USGS QUAD   -  KNOXVILLE (1978)
 FB2099
 FB2099                         *CURRENT SURVEY CONTROL
 FB2099  ___________________________________________________________________
 FB2099* NAD 83(1995)-  35 57 52.61677(N)    083 57 01.51299(W)     ADJUSTED  
 FB2099* NAVD 88     -       284.648  (meters)     933.88   (feet)  ADJUSTED  
 FB2099  ___________________________________________________________________
 FB2099  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FB2099  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2099  DYNAMIC HT  -         284.384 (meters)     933.02  (feet)  COMP
 FB2099  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FB2099
 FB2099  HORZ ORDER  -  THIRD
 FB2099  VERT ORDER  -  SECOND    CLASS 0
 FB2099
 FB2099.The horizontal coordinates were established by classical geodetic methods
 FB2099.and adjusted by the National Geodetic Survey in April 1999..
 FB2099
 FB2099.The orthometric height was determined by differential leveling
 FB2099.and adjusted by the National Geodetic Survey in June 1991..
 FB2099
 FB2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2099
 FB2099.The geoid height was determined by GEOID03.
 FB2099
 FB2099.The dynamic height is computed by dividing the NAVD 88
 FB2099.geopotential number by the normal gravity value computed on the
 FB2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2099.degrees latitude (g = 980.6199 gals.).
 FB2099
 FB2099.The modeled gravity was interpolated from observed gravity values.
 FB2099
 FB2099;                    North         East     Units Scale Factor Converg.
 FB2099;SPC TN       -   182,925.188   784,857.610   MT  0.99995099   +1 11 59.7
 FB2099;SPC TN       -   600,147.05  2,574,987.01   sFT  0.99995099   +1 11 59.7
 FB2099;UTM  17      - 3,984,049.153   233,930.115   MT  1.00047240   -1 44 01.5
 FB2099;UTM  16      - 3,984,324.462   775,014.713   MT  1.00053206   +1 47 31.6
 FB2099
 FB2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2099!SPC TN       -   0.99996015  x   0.99995099  =   0.99991114
 FB2099!UTM  17      -   0.99996015  x   1.00047240  =   1.00043253
 FB2099!UTM  16      -   0.99996015  x   1.00053206  =   1.00049219
 FB2099
 FB2099:                Primary Azimuth Mark                     Grid Az
 FB2099:SPC TN       -  KNOXVILLE TV WTVK STUDIO TOWER           016 33 41.3
 FB2099:UTM  17      -  KNOXVILLE TV WTVK STUDIO TOWER           019 29 42.5
 FB2099:UTM  16      -  KNOXVILLE TV WTVK STUDIO TOWER           015 58 09.4
 FB2099
 FB2099|---------------------------------------------------------------------|
 FB2099| PID    Reference Object                     Distance      Geod. Az  |
 FB2099|                                                           dddmmss.s |
 FB2099| GA3551 KNOXVILLE TV WTVK STUDIO TOWER      APPROX. 5.3 KM 0174541.0 |
 FB2099| FB2097 LESLIE RM 1                          36.369 METERS 03050     |
 FB2099| FB2652 BURLINGTON MC CALLA AVE BAP CH      APPROX. 7.6 KM 0605730.5 |
 FB2099| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 2.6 KM 0840145.0 |
 FB2099| FB2098 LESLIE RM 2                          38.710 METERS 08456     |
 FB2099| FB2661 KNOXVILLE RADIO STA WKGN MAST       APPROX. 0.5 KM 1643555.3 |
 FB2099| FB2204 LESLIE RM 3                          22.081 METERS 18923     |
 FB2099| FB2203 LESLIE RM 4                          30.498 METERS 24747     |
 FB2099| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 2.9 KM 2624904.5 |
 FB2099| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 3.1 KM 3403042.6 |
 FB2099|---------------------------------------------------------------------|
 FB2099
 FB2099                          SUPERSEDED SURVEY CONTROL
 FB2099
 FB2099  NAD 83(1995)-  35 57 52.62442(N)    083 57 01.51069(W) AD(       ) 3
 FB2099  NAD 83(1986)-  35 57 52.63008(N)    083 57 01.50896(W) AD(       ) 3
 FB2099  NAD 27      -  35 57 52.33350(N)    083 57 01.84650(W) AD(       ) 3
 FB2099  NGVD 29 (??/??/92)  284.780  (m)          934.32   (f) ADJ UNCH    2 0
 FB2099
 FB2099.Superseded values are not recommended for survey control.
 FB2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2099.See file dsdata.txt to determine how the superseded data were derived.
 FB2099
 FB2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3393084049(NAD 83)
 FB2099_MARKER: DE = TRAVERSE STATION DISK
 FB2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2099_STAMPING: LESLIE 1960
 FB2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2099+STABILITY: SURFACE MOTION
 FB2099
 FB2099  HISTORY     - Date     Condition        Report By
 FB2099  HISTORY     - 1960     MONUMENTED       CGS
 FB2099  HISTORY     - 1961     GOOD             NGS
 FB2099  HISTORY     - 1969     GOOD             CGS
 FB2099  HISTORY     - 1969     GOOD             CGS
 FB2099  HISTORY     - 1982     GOOD             LOCSUR
 FB2099
 FB2099                          STATION DESCRIPTION
 FB2099
 FB2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2099'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF DOWNTOWN KNOXVILLE
 FB2099'ON CITY PROPERTY AT THE LESLIE SWIMMING POOL (COLORED).
 FB2099'
 FB2099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W TRUCK
 FB2099'ROUTE AND STATE HIGHWAY 62, GO SOUTH, ON TRUCK ROUTE 25W, PROCTOR
 FB2099'STREET, FOR 0.5 MILE TO WESTVIEW AVE. ON THE LEFT.  TURN LEFT, ON
 FB2099'WESTVIEW AVE. AND GO 0.1 MILE TO AMBRISTER STREET.  TURN
 FB2099'RIGHT, AND FOLLOW THE ROAD TO THE BATH HOUSE AND THE STATION ON THE
 FB2099'RIGHT.
 FB2099'
 FB2099'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED LESLIE 1960,
 FB2099'SET IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 128.9 FEET WEST
 FB2099'OF THE SOUTHWEST CORNER OF THE BATH HOUSE, 120.9 FEET SOUTHWEST OF
 FB2099'THE NORTHWEST CORNER OF THE BATH HOUSE, 89 FEET NORTHEAST OF A
 FB2099'WOVEN WIRE FENCE, AND 83 FEET SOUTH OF A POWER POLE.
 FB2099'
 FB2099'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LESLIE NO 1 1960,
 FB2099'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, FLUSH.  IT IS
 FB2099'59 FEET EAST OF A POWER POLE, 34 FEET EAST OF THE CENTER OF A HARD
 FB2099'SURFACE ROAD, 32.2 FEET SOUTH OF A FENCE CORNER POST, AND 4.1
 FB2099'FEET WEST OF THE NORTHWEST CORNER OF THE BATH HOUSE.
 FB2099'
 FB2099'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LESLIE NO 2 1960,
 FB2099'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, FLUSH, IT IS
 FB2099'3.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BATH HOUSE, 3.4 FEET
 FB2099'NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND 0.7 FEET EAST
 FB2099'OF THE WEST EDGE OF THE SIDEWALK.
 FB2099'
 FB2099'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 FB2099'STATION RADIO WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FB2099'THEREOF.
 FB2099'
 FB2099'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 FB2099
 FB2099                          STATION RECOVERY (1961)
 FB2099
 FB2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2099'IN KNOXVILLE.
 FB2099'THIS STATION IS LOCATED ABOUT 1.5 MILES WEST OF DOWNTOWN
 FB2099'KNOXVILLE ON CITY PROPERTY AT THE LESLIE SWIMMING POOL (COLORED).
 FB2099'TO REACH THE STATION FROM THE INTERSECTION OF MIDDLEBROOK PIKE
 FB2099'AND LIBERTY STREET, GO 0.7 MILE EAST ON MIDDLEBROOK PIKE, THEN
 FB2099'0.1 MILE NORTH ON PROCTOR ST., THEN 0.1 MILE EAST ON WESTVIEW
 FB2099'AVENUE, TURN RIGHT ON AMBRISTER ST. AND FOLLOW THE ROAD TO THE
 FB2099'BATH HOUSE.  THE STATION MARK IS 129 FT. WEST OF THE SOUTHWEST
 FB2099'CORNER OF THE BATH HOUSE, 121 FT. SOUTHWEST OF THE NORTHWEST
 FB2099'CORNER OF THE BATH HOUSE, 89 FT. NORTHEAST OF A WOVEN WIRE FENCE,
 FB2099'AND 83 FT. SOUTH OF A POWER LINE POLE.  THE DISK IS SET IN TOP
 FB2099'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FB2099
 FB2099                          STATION RECOVERY (1969)
 FB2099
 FB2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FB2099'THE STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION.  BOTH THE
 FB2099'ORIGINAL REFERENCE MARKS WERE DESTROYED DURING THE RE-BUILDING
 FB2099'OF A NEW BATH HOUSE AFTER THE OLD ONE WAS DESTROYED BY FIRE.  NO
 FB2099'AZIMUTH MARK WAS EVER SET FOR THIS STATION. TWO NEW REFERENCE MARKS
 FB2099'WERE SET.
 FB2099'
 FB2099'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB2099'
 FB2099'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF DOWNTOWN KNOXVILLE
 FB2099'ON CITY PROPERTY AT THE LESLIE MUNICIPAL SWIMMING POOL.
 FB2099'
 FB2099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W (TRUCK
 FB2099'ROUTE) AND STATE ROUTE 62 IN KNOXVILLE, GO SOUTH ON U.S. HIGHWAY
 FB2099'25W (THIS IS PROCTOR STREET) FOR 0.5 OF A MILE TO WESTVIEW AVENUE ON
 FB2099'THE LEFT.  HERE TURN LEFT ON WESTVIEW AVENUE AND GO EASTERLY FOR 0.1
 FB2099'OF A MILE TO AMBRISTER STREET ON THE LEFT AND A PAVED DRIVE LEADING
 FB2099'INTO THE LESLIE MUNICIPAL SWIMMING POOL ON THE RIGHT.  TURN
 FB2099'RIGHT ON THE PAVED DRIVE AND GO SOUTHERLY FOR ABOUT 100 YARDS TO THE
 FB2099'SWIMMING POOL PARKING LOT AT THE TOP OF THE HILL AND THE
 FB2099'STATION AS DESCRIBED.
 FB2099'
 FB2099'THE STATION IS LOCATED IN A PAVED PARKING LOT, 125 FEET
 FB2099'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BATH HOUSE, 119 FEET
 FB2099'SOUTHWEST OF THE NORTHWEST CORNER OF THE BATH HOUSE, 106 FEET
 FB2099'EAST-NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN- LINK FENCE, 68
 FB2099'FEET EAST-NORTHEAST OF A 16-INCH PIN OAK TREE, 51 FEET SOUTH OF AN
 FB2099'ANGLING CORNER IN THE CHAIN-LINK FENCE, AND 31 FEET SOUTHEAST
 FB2099'OF THE CHAIN-LINK FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FB2099'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FB2099'THE DISK IS STAMPED LESLIE 1960.
 FB2099'
 FB2099'REFERENCE MARK NO. 3 IS LOCATED IN A SMALL GRASSY PLOT NEAR THE SOUTH
 FB2099'CORNER OF THE PARKING AREA , 25 FEET EAST- NORTHEAST OF THE
 FB2099'CHAIN-LINK FENCE, 25 FEET NORTH OF THE SOUTH CORNER OF THE PAVED
 FB2099'AREA, 6.5 FEET EAST-NORTHEAST OF AN 18-INCH, FORKED TRUNKED ELM
 FB2099'TREE, AND 6 FEET WEST-SOUTHWEST OF A 16-INCH PIN OAK TREE.  IT IS A
 FB2099'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FB2099'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED LESLIE 1960 NO 3 1969.
 FB2099'
 FB2099'REFERENCE MARK NO. 4 IS LOCATED IN THE SOUTHWEST CORNER OF THE
 FB2099'PARKING AREA AND PROPERTY CORNER, 35 FEET WEST OF A 16-INCH PIN
 FB2099'OAK, 6.5 FEET EAST OF THE WEST CORNER OF THE CHAIN-LINK FENCE, 4.5
 FB2099'FEET NORTHEAST OF THE CHAIN-LINK FENCE, AND 4 FEET SOUTHEAST OF THE
 FB2099'CHAIN-LINK FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 FB2099'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FB2099'THE DISK IS STAMPED LESLIE 1960 NO 4 1969.
 FB2099'
 FB2099'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FB2099'REFERENCE MARK NO. 4 IS 87.50 FEET - 26.668 METERS.
 FB2099'
 FB2099'AS ALL MARKS AT THIS STATION WERE BENCH MARKS, THE ELEVATION WAS
 FB2099'TRANSFERRED TO THE TWO NEW REFERENCE MARKS FROM LESLIE 1960.
 FB2099'
 FB2099'DUE TO THE STATIONS LOCATION, NO WITNESS POSTS WERE SET.
 FB2099'
 FB2099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KNOXVILLE.
 FB2099
 FB2099                          STATION RECOVERY (1969)
 FB2099
 FB2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FB2099'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 W AND STATE
 FB2099'ROUTE 62 IN KNOXVILLE, GO SOUTH ON U.S. HIGHWAY 25 W FOR 0.5 OF A
 FB2099'MILE TO WESTVEW AVENUE, TURN LEFT ON WESTVIEW AVENUE AND GO EASTERLY
 FB2099'FOR 0.1 OF A MILE TO AMBRISTER STREET ON THE LEFT AND PAVED DRIVE ON
 FB2099'THE RIGHT, TURN RIGHT ON THIS PAVED DRIVE AND GO SOUTHERLY FOR ABOUT
 FB2099'100 YARD TO THE LESLIE MUNICIPAL SWIMMING POOL PARKING LOT AND
 FB2099'TRAVERSE STATION LESLIE 1960. IT IS 125 FEET WEST-NORTHWEST OF THE
 FB2099'SOUTHWEST CORNER OF THE BATH HOUSE, 119 FEET SOUTHWEST OF THE
 FB2099'NORTHWEST CORNER OF THE BATH HOUSE, 106 FEET EAST-NORTHEAST OF THE
 FB2099'NORTHWEST CORNER OF A CHAIN-LINK FENCE, 100.06 FEET EAST-NORTHEAST OF
 FB2099'LESLIE 1960 R.M. 4 1969, 72.44 FEET NORTH OF LESLIE 1960 R.M. 3 1969,
 FB2099'69 FEET EAST-NORTHEAST OF A 16-INCH PIN OAK TREE, 51 FEET SOUTH OF AN
 FB2099'AGLING CORNER IN THE CHAIN-LINK FENCE, AND 31 FEET SOUTHEAST OF THE
 FB2099'CHAIN-LINK FENCE. IT IS A STANDARD TRAVERSE STATION DISK SET IN THE
 FB2099'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FB2099'AND THE DISK IS STAMPED LESLIE 1960.
 FB2099
 FB2099                          STATION RECOVERY (1982)
 FB2099
 FB2099'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2099'LESLIE 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2099'(CITY BLOCK NO. 22100).
 FB2099'
 FB2099'RM 3 AND RM 4 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2097 ***********************************************************************
 FB2097  DESIGNATION -  LESLIE RM 1
 FB2097  PID         -  FB2097
 FB2097  STATE/COUNTY-  TN/KNOX
 FB2097  USGS QUAD   -  KNOXVILLE (1978)
 FB2097
 FB2097                         *CURRENT SURVEY CONTROL
 FB2097  ___________________________________________________________________
 FB2097* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2097* NAVD 88     -       285.325  (meters)     936.10   (feet)  ADJUSTED  
 FB2097  ___________________________________________________________________
 FB2097  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2097  DYNAMIC HT  -         285.061 (meters)     935.24  (feet)  COMP
 FB2097  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FB2097
 FB2097  VERT ORDER  -  SECOND    CLASS 0
 FB2097
 FB2097.The horizontal coordinates were scaled from a topographic map and have
 FB2097.an estimated accuracy of +/- 6 seconds.
 FB2097
 FB2097.The orthometric height was determined by differential leveling
 FB2097.and adjusted by the National Geodetic Survey in June 1991..
 FB2097
 FB2097.The geoid height was determined by GEOID03.
 FB2097
 FB2097.The dynamic height is computed by dividing the NAVD 88
 FB2097.geopotential number by the normal gravity value computed on the
 FB2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2097.degrees latitude (g = 980.6199 gals.).
 FB2097
 FB2097.The modeled gravity was interpolated from observed gravity values.
 FB2097
 FB2097;                    North         East    Units  Estimated Accuracy
 FB2097;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2097
 FB2097                          SUPERSEDED SURVEY CONTROL
 FB2097
 FB2097  NGVD 29 (??/??/92)  285.457  (m)          936.54   (f) ADJ UNCH    2 0
 FB2097
 FB2097.Superseded values are not recommended for survey control.
 FB2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2097.See file dsdata.txt to determine how the superseded data were derived.
 FB2097
 FB2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2097_MARKER: DR = REFERENCE MARK DISK
 FB2097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2097_SP_SET: SIDEWALK
 FB2097_STAMPING: LESLIE NO 1 1960
 FB2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2097
 FB2097  HISTORY     - Date     Condition        Report By
 FB2097  HISTORY     - 1960     MONUMENTED       CGS
 FB2097  HISTORY     - 1961     GOOD             NGS
 FB2097  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2097
 FB2097                          STATION DESCRIPTION
 FB2097
 FB2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2097'IN KNOXVILLE.
 FB2097'THIS MARK IS LOCATED AT THE LESLIE 1960 STATION SITE, 119.3 FT.
 FB2097'NORTHEAST OF THE STATION MARK, 4.1 FT. WEST OF THE NORTHWEST
 FB2097'CORNER OF THE BATH HOUSE.  THE DISK IS CEMENTED IN A DRILL HOLE
 FB2097'IN THE SIDEWALK AROUND THE BATH HOUSE.
 FB2097
 FB2097                          STATION RECOVERY (1982)
 FB2097
 FB2097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2098 ***********************************************************************
 FB2098  DESIGNATION -  LESLIE RM 2
 FB2098  PID         -  FB2098
 FB2098  STATE/COUNTY-  TN/KNOX
 FB2098  USGS QUAD   -  KNOXVILLE (1978)
 FB2098
 FB2098                         *CURRENT SURVEY CONTROL
 FB2098  ___________________________________________________________________
 FB2098* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2098* NAVD 88     -       285.305  (meters)     936.04   (feet)  ADJUSTED  
 FB2098  ___________________________________________________________________
 FB2098  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2098  DYNAMIC HT  -         285.041 (meters)     935.17  (feet)  COMP
 FB2098  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FB2098
 FB2098  VERT ORDER  -  SECOND    CLASS 0
 FB2098
 FB2098.The horizontal coordinates were scaled from a topographic map and have
 FB2098.an estimated accuracy of +/- 6 seconds.
 FB2098
 FB2098.The orthometric height was determined by differential leveling
 FB2098.and adjusted by the National Geodetic Survey in June 1991..
 FB2098
 FB2098.The geoid height was determined by GEOID03.
 FB2098
 FB2098.The dynamic height is computed by dividing the NAVD 88
 FB2098.geopotential number by the normal gravity value computed on the
 FB2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2098.degrees latitude (g = 980.6199 gals.).
 FB2098
 FB2098.The modeled gravity was interpolated from observed gravity values.
 FB2098
 FB2098;                    North         East    Units  Estimated Accuracy
 FB2098;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2098
 FB2098                          SUPERSEDED SURVEY CONTROL
 FB2098
 FB2098  NGVD 29 (??/??/92)  285.438  (m)          936.47   (f) ADJ UNCH    2 0
 FB2098
 FB2098.Superseded values are not recommended for survey control.
 FB2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2098.See file dsdata.txt to determine how the superseded data were derived.
 FB2098
 FB2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2098_MARKER: DR = REFERENCE MARK DISK
 FB2098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2098_SP_SET: SIDEWALK
 FB2098_STAMPING: LESLIE NO 2 1960
 FB2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2098
 FB2098  HISTORY     - Date     Condition        Report By
 FB2098  HISTORY     - 1960     MONUMENTED       CGS
 FB2098  HISTORY     - 1961     GOOD             NGS
 FB2098  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2098
 FB2098                          STATION DESCRIPTION
 FB2098
 FB2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2098'AT KNOXVILLE.
 FB2098'THIS MARK IS LOCATED AT THE LESLIE 1960 STATION SITE, 127 FT.
 FB2098'EAST OF THE STATION MARK, 3.7 FT. SOUTH OF THE SOUTHWEST CORNER
 FB2098'OF THE BATH HOUSE, 3.4 FT. NORTH OF THE SOUTH EDGE OF THE
 FB2098'SIDEWALK, AND 0.7 FT. EAST OF THE WEST EDGE OF THE SIDEWALK.
 FB2098'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SIDEWALK.
 FB2098
 FB2098                          STATION RECOVERY (1982)
 FB2098
 FB2098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2204 ***********************************************************************
 FB2204  DESIGNATION -  LESLIE RM 3
 FB2204  PID         -  FB2204
 FB2204  STATE/COUNTY-  TN/KNOX
 FB2204  USGS QUAD   -  KNOXVILLE (1978)
 FB2204
 FB2204                         *CURRENT SURVEY CONTROL
 FB2204  ___________________________________________________________________
 FB2204* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2204* NAVD 88     -       283.04   (meters)     928.6    (feet)  RESET     
 FB2204  ___________________________________________________________________
 FB2204  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2204
 FB2204  VERT ORDER  -  THIRD
 FB2204
 FB2204.The horizontal coordinates were scaled from a topographic map and have
 FB2204.an estimated accuracy of +/- 6 seconds.
 FB2204
 FB2204.The orthometric height was computed from unverified reset data.
 FB2204
 FB2204.The geoid height was determined by GEOID03.
 FB2204
 FB2204;                    North         East    Units  Estimated Accuracy
 FB2204;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2204
 FB2204                          SUPERSEDED SURVEY CONTROL
 FB2204
 FB2204.No superseded survey control is available for this station.
 FB2204
 FB2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2204_MARKER: DR = REFERENCE MARK DISK
 FB2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2204_STAMPING: LESLIE 1960 NO 3 1969
 FB2204_PROJECTION: PROJECTING 3 CENTIMETERS
 FB2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2204+STABILITY: SURFACE MOTION
 FB2204
 FB2204  HISTORY     - Date     Condition        Report By
 FB2204  HISTORY     - 1969     MONUMENTED       CGS
 FB2204
 FB2204                          STATION DESCRIPTION
 FB2204
 FB2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2204'IN KNOXVILLE.
 FB2204'0.7 MILE EAST ALONG MIDDLEBROOK PIKE FROM THE INTERSECTION
 FB2204'OF MIDDLEBROOK PIKE AND LIBERTY STREET IN KNOXVILLE, TO THE
 FB2204'INTERSECTION OF PROCTOR STREET, THENCE 0.1 MILE NORTH ALONG
 FB2204'PROCTOR STREET TO WESTVIEW AVENUE, THENCE 0.1 MILE WEST ALONG
 FB2204'WESTVIEW AVENUE TO AMBRISTER STREET, THENCE RIGHT ALONG
 FB2204'AMBRISTER STREET TO THE BATH HOUSE AT THE LESLIE SWIMMING
 FB2204'POOL ON CITY PROPERTY, IN A SMALL GRASSY PLOT
 FB2204'NEAR THE SOUTH CORNER OF A PAVED PARKING AREA, 87.50
 FB2204'FEET WEST-NORTHWEST OF LESLIE 1960 RM 4 1969, 72.44 FEET SOUTH OF
 FB2204'LESLIE 1960, 25 FEET EAST-NORTHEAST OF THE CHAIN LINK-FENCE, 25
 FB2204'FEET NORTH OF THE SOUTH CORNER OF THE PAVED AREA, 6.5 FEET
 FB2204'EAST-NORTHEAST OF AN 18-INCH, FORKED TRUNKED ELM TREE, AND 6 FEET
 FB2204'WEST-SOUTHWEST OF A 16-INCH PIN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2203 ***********************************************************************
 FB2203  DESIGNATION -  LESLIE RM 4
 FB2203  PID         -  FB2203
 FB2203  STATE/COUNTY-  TN/KNOX
 FB2203  USGS QUAD   -  KNOXVILLE (1978)
 FB2203
 FB2203                         *CURRENT SURVEY CONTROL
 FB2203  ___________________________________________________________________
 FB2203* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2203* NAVD 88     -       282.97   (meters)     928.4    (feet)  RESET     
 FB2203  ___________________________________________________________________
 FB2203  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2203
 FB2203  VERT ORDER  -  THIRD
 FB2203
 FB2203.The horizontal coordinates were scaled from a topographic map and have
 FB2203.an estimated accuracy of +/- 6 seconds.
 FB2203
 FB2203.The orthometric height was computed from unverified reset data.
 FB2203
 FB2203.The geoid height was determined by GEOID03.
 FB2203
 FB2203;                    North         East    Units  Estimated Accuracy
 FB2203;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2203
 FB2203                          SUPERSEDED SURVEY CONTROL
 FB2203
 FB2203.No superseded survey control is available for this station.
 FB2203
 FB2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2203_MARKER: DR = REFERENCE MARK DISK
 FB2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2203_STAMPING: LESLIE 1960 NO 4 1969
 FB2203_PROJECTION: PROJECTING 5 CENTIMETERS
 FB2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2203+STABILITY: SURFACE MOTION
 FB2203
 FB2203  HISTORY     - Date     Condition        Report By
 FB2203  HISTORY     - 1969     MONUMENTED       CGS
 FB2203
 FB2203                          STATION DESCRIPTION
 FB2203
 FB2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2203'IN KNOXVILLE.
 FB2203'0.7 MILE EAST ALONG MIDDLEBROOK PIKE FROM THE INTERSECTION
 FB2203'OF MIDDLEBROOK PIKE AND LIBERTY STREET IN KNOXVILLE, TO THE
 FB2203'INTERSECTION OF PROCTOR STREET, THENCE 0.1 MILE NORTH ALONG
 FB2203'PROCTOR STREET TO WESTVIEW AVENUE, THENCE 0.1 MILE WEST ALONG
 FB2203'WESTVIEW AVENUE TO AMBRISTER STREET, THENCE RIGHT ALONG
 FB2203'AMBRISTER STREET TO THE BATH HOUSE AT THE LESLIE SWIMMING
 FB2203'POOL ON CITY PROPERTY, IN THE SOUTHWEST
 FB2203'CORNER OF THE PARKING LOT, 100.06 FEET WEST-SOUTHWEST OF
 FB2203'LESLIE 1960, 87.50 FEET EAST-SOUTHEAST OF LESLIE 1960 RM 3 1969,
 FB2203'35 FEET WEST OF A 16-INCH PINE OAK TREE, 6.5 FEET EAST OF THE WEST
 FB2203'CORNER OF THE CHAIN-LINK FENCE, 4.5 FEET NORTHEAST OF THE CHAIN-LINK
 FB2203'FENCE, AND 4 FEET SOUTHEAST OF THE CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0829 ***********************************************************************
 FE0829  DESIGNATION -  LESTER
 FE0829  PID         -  FE0829
 FE0829  STATE/COUNTY-  TN/HAYWOOD
 FE0829  USGS QUAD   -  SUNNYHILL (1983)
 FE0829
 FE0829                         *CURRENT SURVEY CONTROL
 FE0829  ___________________________________________________________________
 FE0829* NAD 83(1995)-  35 33 25.29506(N)    089 11 15.29195(W)     ADJUSTED  
 FE0829* NAVD 88     -       117.635  (meters)     385.94   (feet)  ADJUSTED  
 FE0829  ___________________________________________________________________
 FE0829  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FE0829  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0829  DYNAMIC HT  -         117.531 (meters)     385.60  (feet)  COMP
 FE0829  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0829
 FE0829  HORZ ORDER  -  SECOND
 FE0829  VERT ORDER  -  SECOND    CLASS 0
 FE0829
 FE0829.The horizontal coordinates were established by classical geodetic methods
 FE0829.and adjusted by the National Geodetic Survey in April 1999..
 FE0829
 FE0829.The orthometric height was determined by differential leveling
 FE0829.and adjusted by the National Geodetic Survey in June 1991..
 FE0829
 FE0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0829
 FE0829.The geoid height was determined by GEOID03.
 FE0829
 FE0829.The dynamic height is computed by dividing the NAVD 88
 FE0829.geopotential number by the normal gravity value computed on the
 FE0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0829.degrees latitude (g = 980.6199 gals.).
 FE0829
 FE0829.The modeled gravity was interpolated from observed gravity values.
 FE0829
 FE0829;                    North         East     Units Scale Factor Converg.
 FE0829;SPC TN       -   140,473.582   311,059.902   MT  0.99996003   -1 51 58.1
 FE0829;SPC TN       -   460,870.41  1,020,535.70   sFT  0.99996003   -1 51 58.1
 FE0829;UTM  16      - 3,937,019.732   301,726.085   MT  1.00008447   -1 16 21.1
 FE0829
 FE0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0829!SPC TN       -   0.99998592  x   0.99996003  =   0.99994595
 FE0829!UTM  16      -   0.99998592  x   1.00008447  =   1.00007039
 FE0829
 FE0829|---------------------------------------------------------------------|
 FE0829| PID    Reference Object                     Distance      Geod. Az  |
 FE0829|                                                           dddmmss.s |
 FE0829| FE0831 LESTER RM 1                          55.995 METERS 10130     |
 FE0829| FE0832 LESTER RM 2                          71.939 METERS 13749     |
 FE0829| FE0830 LESTER AZ MK                        APPROX. 0.9 KM 3134537.8 |
 FE0829|---------------------------------------------------------------------|
 FE0829
 FE0829                          SUPERSEDED SURVEY CONTROL
 FE0829
 FE0829  NAD 83(1995)-  35 33 25.30076(N)    089 11 15.29448(W) AD(       ) 2
 FE0829  NAD 83(1986)-  35 33 25.30669(N)    089 11 15.29272(W) AD(       ) 2
 FE0829  NAD 27      -  35 33 25.02560(N)    089 11 15.05080(W) AD(       ) 2
 FE0829  NGVD 29 (??/??/??)  117.646  (m)          385.98   (f) ADJUSTED    2 0
 FE0829
 FE0829.Superseded values are not recommended for survey control.
 FE0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0829.See file dsdata.txt to determine how the superseded data were derived.
 FE0829
 FE0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0172637020(NAD 83)
 FE0829_MARKER: DS = TRIANGULATION STATION DISK
 FE0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0829_STAMPING: LESTER 1959
 FE0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0829+STABILITY: SURFACE MOTION
 FE0829
 FE0829  HISTORY     - Date     Condition        Report By
 FE0829  HISTORY     - 1959     MONUMENTED       CGS
 FE0829  HISTORY     - 1959     GOOD             CGS
 FE0829  HISTORY     - 20020905 POOR             USACE
 FE0829
 FE0829                          STATION DESCRIPTION
 FE0829
 FE0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0829'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BROWNSVILLE AND 2.5
 FE0829'MILES SOUTH OF U.S. HIGHWAY 70 IN CULTIVATED FIELD 0.1 MILE
 FE0829'NORTH OF A SCHOOLHOUSE, 240 FEET NORTHWEST OF A FENCE CORNER AND 198
 FE0829'FEET WEST OF THE CENTER OF A DIRT ROAD.  THE MARK IS SET 1 INCH
 FE0829'BELOW THE GROUND SURFACE AND IS STAMPED LESTER 1959.
 FE0829'
 FE0829'REFERENCE MARK NO. 1 IS SET OPPOSITE A FARMYARD DRIVEWAY, 15 FEET
 FE0829'WEST OF THE CENTER OF A DIRT ROAD AND 6 FEET SOUTH OF A 6 BY 6 INCH
 FE0829'WHITE POST WHICH PROJECTS 1 FOOT.  THE MARK IS SET FLUSH WITH THE
 FE0829'GROUND SURFACE AND IS STAMPED LESTER NO 1 1959.
 FE0829'
 FE0829'REFERENCE MARK NO. 2 IS SET 25 FEET WEST OF THE CENTER OF THE DIRT
 FE0829'ROAD, 7 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHWEST OF A
 FE0829'POWER POLE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED LESTER NO 2
 FE0829'1959.
 FE0829'
 FE0829'THE AZIMUTH MARK IS SET OPPOSITE A FARMYARD DRIVEWAY, 22 FEET
 FE0829'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 6 FEET SOUTH OF A MAILBOX
 FE0829'AND 2 FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND IS
 FE0829'STAMPED LESTER 1959.
 FE0829'
 FE0829'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 FE0829'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 FOR 0.6 MILE TO THE JUNCTION
 FE0829'WITH STATE HIGHWAY 76, TURN RIGHT ON HIGHWAY 76 AND GO SOUTH FOR 0.2
 FE0829'MILE TO A PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD AND FOLLOW
 FE0829'IT FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 FE0829'CONTINUE SOUTHEASTERLY ON THE PAVED ROAD FOR 0.6 MILE TO A DIRT SIDE
 FE0829'ROAD LEFT JUST BEFORE REACHING A SCHOOLHOUSE ON THE LEFT.  TURN LEFT
 FE0829'ON THE DIRT ROAD AND GO 0.1 MILE TO ANOTHER DIRT ROAD LEFT, TURN
 FE0829'LEFT AND FOLLOW IT FOR 0.1 MILE TO THE FARMYARD DRIVEWAY ON THE
 FE0829'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 FE0829'
 FE0829'HEIGHT OF LIGHT ABOVE STATION MARK 87 METERS.
 FE0829
 FE0829                          STATION RECOVERY (1959)
 FE0829
 FE0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0829'8.8 MI SE FROM BROWNSVILLE.
 FE0829'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0829'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0829'MILES EAST ALONG A PAVED ROAD, THENCE 0.65 MILE NORTH ON A
 FE0829'PAVED ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY
 FE0829'TO A Y JUNCTION, THENCE 0.1 MILE EAST ON A GRAVELED ROAD, THENCE
 FE0829'0.1 MILE NORTH ON A DIRT ROAD.  THE MARK IS 240 FEET NORTHWEST
 FE0829'OF A FENCE CORNER AND 198 FEET WEST OF THE CENTER OF A DIRT
 FE0829'ROAD.  THE MARK IS SET IN A SQUARE CONCRETE POST, 1 INCH BELOW
 FE0829'THE SURFACE OF THE GROUND.
 FE0829
 FE0829                          STATION RECOVERY (2002)
 FE0829
 FE0829'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0829'MARK DESTROYED. GPS POSITION PUTS MARK IN CENTER OF ACCESS RAMP TO I40
 FE0829'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2575 ***********************************************************************
 FE2575  DESIGNATION -  LESTER
 FE2575  PID         -  FE2575
 FE2575  STATE/COUNTY-  TN/SHELBY
 FE2575  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2575
 FE2575                         *CURRENT SURVEY CONTROL
 FE2575  ___________________________________________________________________
 FE2575* NAD 83(1995)-  35 08 52.73728(N)    089 57 52.12295(W)     ADJUSTED  
 FE2575* NAVD 88     -       100.9    (meters)     331.     (feet)  VERTCON   
 FE2575  ___________________________________________________________________
 FE2575  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE2575  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2575
 FE2575  HORZ ORDER  -  SECOND
 FE2575
 FE2575.The horizontal coordinates were established by classical geodetic methods
 FE2575.and adjusted by the National Geodetic Survey in April 1999..
 FE2575
 FE2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2575
 FE2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2575
 FE2575.The geoid height was determined by GEOID03.
 FE2575
 FE2575;                    North         East     Units Scale Factor Converg.
 FE2575;SPC TN       -    97,702.321   238,834.500   MT  1.00001957   -2 19 15.5
 FE2575;SPC TN       -   320,545.03    783,576.19   sFT  1.00001957   -2 19 15.5
 FE2575;UTM  16      - 3,893,478.211   229,933.388   MT  1.00049898   -1 42 27.6
 FE2575;UTM  15      - 3,893,673.541   776,540.707   MT  1.00054260   +1 44 55.1
 FE2575
 FE2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2575!SPC TN       -   0.99998845  x   1.00001957  =   1.00000802
 FE2575!UTM  16      -   0.99998845  x   1.00049898  =   1.00048742
 FE2575!UTM  15      -   0.99998845  x   1.00054260  =   1.00053104
 FE2575
 FE2575|---------------------------------------------------------------------|
 FE2575| PID    Reference Object                     Distance      Geod. Az  |
 FE2575|                                                           dddmmss.s |
 FE2575| FE2075 TS S 1                              183.145 METERS 11557     |
 FE2575| FE1211 BROAD                                76.284 METERS 17625     |
 FE2575| FE1212 TS R 1                               95.951 METERS 21912     |
 FE2575| FE1208 OVERTON                             APPROX. 1.7 KM 2734727.3 |
 FE2575|---------------------------------------------------------------------|
 FE2575
 FE2575                          SUPERSEDED SURVEY CONTROL
 FE2575
 FE2575  NAD 83(1995)-  35 08 52.73980(N)    089 57 52.12225(W) AD(       ) 2
 FE2575  NAD 83(1995)-  35 08 52.74274(N)    089 57 52.12269(W) AD(       ) 2
 FE2575  NAD 83(1986)-  35 08 52.74769(N)    089 57 52.12390(W) AD(       ) 2
 FE2575  NAD 27      -  35 08 52.42610(N)    089 57 51.80320(W) AD(       ) 2
 FE2575  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG       
 FE2575
 FE2575.Superseded values are not recommended for survey control.
 FE2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2575.See file dsdata.txt to determine how the superseded data were derived.
 FE2575
 FE2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2993393478(NAD 83)
 FE2575_MARKER: DE = TRAVERSE STATION DISK
 FE2575_SETTING: 0 = UNSPECIFIED SETTING
 FE2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2575
 FE2575  HISTORY     - Date     Condition        Report By
 FE2575  HISTORY     - 1959     MONUMENTED       CGS
 FE2575
 FE2575                          STATION DESCRIPTION
 FE2575
 FE2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2575'THE STATION IS LOCATED NEAR THE CENTRAL PART OF MEMPHIS, 1 BLOCK
 FE2575'SOUTH OF SUMMER AVENUE (U.S. HIGHWAY 70) ON THE TOP AND NEAR THE
 FE2575'SOUTHEAST CORNER OF THE LESTER SCHOOLHOUSE.  IT IS 3.5 FEET NORTH OF
 FE2575'THE INSIDE OF THE SOUTH EDGE OF THE SCHOOLHOUSE AND 3.5 FEET
 FE2575'WEST OF THE INSIDE OF THE EAST EDGE OF THE SCHOOLHOUSE.  ACCESS TO
 FE2575'THE TOP OF THE SCHOOLHOUSE MAY BE MADE BY A LADDER OBTAINED FROM
 FE2575'THE SCHOOL CUSTODIAN.  THE MARK IS A STANDARD TRAVERSE STATION DISK
 FE2575'SET IN THE TAR ROOF.  IT IS STAMPED LESTER 1959.
 FE2575'
 FE2575'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U.S.
 FE2575'HIGHWAY 70) AND CARPENTER STREET NEAR THE CENTRAL PART OF
 FE2575'MEMPHIS GO SOUTH ON CARPENTER STREET FOR 1 BLOCK AND THE LESTER
 FE2575'SCHOOLHOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0830 ***********************************************************************
 FE0830  DESIGNATION -  LESTER AZ MK
 FE0830  PID         -  FE0830
 FE0830  STATE/COUNTY-  TN/HAYWOOD
 FE0830  USGS QUAD   -  SUNNYHILL (1983)
 FE0830
 FE0830                         *CURRENT SURVEY CONTROL
 FE0830  ___________________________________________________________________
 FE0830* NAD 83(1995)-  35 33 46.49362(N)    089 11 42.38398(W)     ADJUSTED  
 FE0830* NAVD 88     -       117.088  (meters)     384.15   (feet)  ADJUSTED  
 FE0830  ___________________________________________________________________
 FE0830  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FE0830  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0830  DYNAMIC HT  -         116.984 (meters)     383.81  (feet)  COMP
 FE0830  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FE0830
 FE0830  HORZ ORDER  -  SECOND
 FE0830  VERT ORDER  -  SECOND    CLASS 0
 FE0830
 FE0830.The horizontal coordinates were established by classical geodetic methods
 FE0830.and adjusted by the National Geodetic Survey in April 1999..
 FE0830
 FE0830.The orthometric height was determined by differential leveling
 FE0830.and adjusted by the National Geodetic Survey in June 1991..
 FE0830
 FE0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0830
 FE0830.The geoid height was determined by GEOID03.
 FE0830
 FE0830.The dynamic height is computed by dividing the NAVD 88
 FE0830.geopotential number by the normal gravity value computed on the
 FE0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0830.degrees latitude (g = 980.6199 gals.).
 FE0830
 FE0830.The modeled gravity was interpolated from observed gravity values.
 FE0830
 FE0830;                    North         East     Units Scale Factor Converg.
 FE0830;SPC TN       -   141,148.784   310,399.310   MT  0.99995954   -1 52 14.0
 FE0830;SPC TN       -   463,085.64  1,018,368.40   sFT  0.99995954   -1 52 14.0
 FE0830;UTM  16      - 3,937,688.140   301,058.450   MT  1.00008774   -1 16 37.5
 FE0830
 FE0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0830!SPC TN       -   0.99998601  x   0.99995954  =   0.99994555
 FE0830!UTM  16      -   0.99998601  x   1.00008774  =   1.00007375
 FE0830
 FE0830                          SUPERSEDED SURVEY CONTROL
 FE0830
 FE0830  NAD 83(1995)-  35 33 46.49939(N)    089 11 42.38659(W) AD(       ) 2
 FE0830  NAD 83(1986)-  35 33 46.50532(N)    089 11 42.38483(W) AD(       ) 2
 FE0830  NAD 27      -  35 33 46.22520(N)    089 11 42.14230(W) AD(       ) 2
 FE0830  NGVD 29 (??/??/??)  117.099  (m)          384.18   (f) ADJUSTED    2 0
 FE0830
 FE0830.Superseded values are not recommended for survey control.
 FE0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0830.See file dsdata.txt to determine how the superseded data were derived.
 FE0830
 FE0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0105837688(NAD 83)
 FE0830_MARKER: DZ = AZIMUTH MARK DISK
 FE0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0830_STAMPING: LESTER 1959
 FE0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0830+STABILITY: SURFACE MOTION
 FE0830
 FE0830  HISTORY     - Date     Condition        Report By
 FE0830  HISTORY     - 1959     MONUMENTED       CGS
 FE0830  HISTORY     - 1959     GOOD             CGS
 FE0830  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0830
 FE0830                          STATION DESCRIPTION
 FE0830
 FE0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0830'THE AZIMUTH MARK IS SET OPPOSITE A FARMYARD DRIVEWAY, 22 FEET
 FE0830'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 6 FEET SOUTH OF A MAILBOX
 FE0830'AND 2 FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND IS
 FE0830'STAMPED LESTER 1959.
 FE0830'
 FE0830'TO REACH THE AZIMUTH MARK FROM THE E SIDE OF THE COURTHOUSE SQUARE IN
 FE0830'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 FOR 0.6 MILE TO THE JUNCTION
 FE0830'WITH STATE HIGHWAY 76, TURN RIGHT ON HIGHWAY 76 AND GO SOUTH FOR 0.2
 FE0830'MILE TO A PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD AND FOLLOW
 FE0830'IT FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE0830
 FE0830                          STATION RECOVERY (1959)
 FE0830
 FE0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0830'9.3 MI SE FROM BROWNSVILLE.
 FE0830'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0830'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0830'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0830'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0830'JUNCTION, THENCE 0.6 MILE NORTHWEST ON A PAVED ROAD, 58.6 FT.
 FE0830'SOUTH OF TELEPHONE POLE NO. 86, 53 FT. WEST-NORTHWEST OF THE
 FE0830'EAST GATE POST OF A PRIVATE DRIVE, 23 FT. WEST-NORTHWEST OF
 FE0830'THE CENTER OF A PAVED ROAD, 2 FT. EAST-NORTHEAST OF A FENCE,
 FE0830'2 FT. NORTH OF A WITNESS POST, A C AND GS AZIMUTH MARK DISK
 FE0830'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0830
 FE0830                          STATION RECOVERY (2002)
 FE0830
 FE0830'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0831 ***********************************************************************
 FE0831  DESIGNATION -  LESTER RM 1
 FE0831  PID         -  FE0831
 FE0831  STATE/COUNTY-  TN/HAYWOOD
 FE0831  USGS QUAD   -  SUNNYHILL (1983)
 FE0831
 FE0831                         *CURRENT SURVEY CONTROL
 FE0831  ___________________________________________________________________
 FE0831* NAD 83(1986)-  35 33 24.     (N)    089 11 15.     (W)     SCALED    
 FE0831* NAVD 88     -       119.124  (meters)     390.83   (feet)  ADJUSTED  
 FE0831  ___________________________________________________________________
 FE0831  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0831  DYNAMIC HT  -         119.019 (meters)     390.48  (feet)  COMP
 FE0831  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0831
 FE0831  VERT ORDER  -  SECOND    CLASS 0
 FE0831
 FE0831.The horizontal coordinates were scaled from a topographic map and have
 FE0831.an estimated accuracy of +/- 6 seconds.
 FE0831
 FE0831.The orthometric height was determined by differential leveling
 FE0831.and adjusted by the National Geodetic Survey in June 1991..
 FE0831
 FE0831.The geoid height was determined by GEOID03.
 FE0831
 FE0831.The dynamic height is computed by dividing the NAVD 88
 FE0831.geopotential number by the normal gravity value computed on the
 FE0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0831.degrees latitude (g = 980.6199 gals.).
 FE0831
 FE0831.The modeled gravity was interpolated from observed gravity values.
 FE0831
 FE0831;                    North         East    Units  Estimated Accuracy
 FE0831;SPC TN       -   140,430.      311,070.      MT  (+/- 180 meters Scaled)
 FE0831
 FE0831                          SUPERSEDED SURVEY CONTROL
 FE0831
 FE0831  NGVD 29 (??/??/??)  119.135  (m)          390.86   (f) ADJUSTED    2 0
 FE0831
 FE0831.Superseded values are not recommended for survey control.
 FE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0831.See file dsdata.txt to determine how the superseded data were derived.
 FE0831
 FE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE017369(NAD 83)
 FE0831_MARKER: DR = REFERENCE MARK DISK
 FE0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0831_STAMPING: LESTER NO 1 1959
 FE0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0831+STABILITY: SURFACE MOTION
 FE0831
 FE0831  HISTORY     - Date     Condition        Report By
 FE0831  HISTORY     - 1959     MONUMENTED       CGS
 FE0831  HISTORY     - 1959     GOOD             CGS
 FE0831
 FE0831                          STATION DESCRIPTION
 FE0831
 FE0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0831'8.8 MI SE FROM BROWNSVILLE.
 FE0831'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0831'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0831'MILES EAST ALONG A PAVED ROAD, THENCE 0.65 MILE NORTH ON A
 FE0831'PAVED ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY
 FE0831'TO A Y JUNCTION, THENCE 0.1 MILE EAST ON A GRAVELED ROAD,
 FE0831'THENCE 0.1 MILE NORTH ON A DIRT ROAD.  THE MARK IS 183.7 FEET
 FE0831'EAST-SOUTHEAST OF THE STATION MARK, 15 FEET WEST OF THE CENTER
 FE0831'OF A DIRT ROAD AND 6 FEET SOUTH OF A WITNESS POST.  THE MARK
 FE0831'IS SET IN A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 FE0831'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0832 ***********************************************************************
 FE0832  DESIGNATION -  LESTER RM 2
 FE0832  PID         -  FE0832
 FE0832  STATE/COUNTY-  TN/HAYWOOD
 FE0832  USGS QUAD   -  SUNNYHILL (1983)
 FE0832
 FE0832                         *CURRENT SURVEY CONTROL
 FE0832  ___________________________________________________________________
 FE0832* NAD 83(1986)-  35 33 24.     (N)    089 11 16.     (W)     SCALED    
 FE0832* NAVD 88     -       119.207  (meters)     391.10   (feet)  ADJUSTED  
 FE0832  ___________________________________________________________________
 FE0832  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0832  DYNAMIC HT  -         119.101 (meters)     390.75  (feet)  COMP
 FE0832  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0832
 FE0832  VERT ORDER  -  SECOND    CLASS 0
 FE0832
 FE0832.The horizontal coordinates were scaled from a topographic map and have
 FE0832.an estimated accuracy of +/- 6 seconds.
 FE0832
 FE0832.The orthometric height was determined by differential leveling
 FE0832.and adjusted by the National Geodetic Survey in June 1991..
 FE0832
 FE0832.The geoid height was determined by GEOID03.
 FE0832
 FE0832.The dynamic height is computed by dividing the NAVD 88
 FE0832.geopotential number by the normal gravity value computed on the
 FE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0832.degrees latitude (g = 980.6199 gals.).
 FE0832
 FE0832.The modeled gravity was interpolated from observed gravity values.
 FE0832
 FE0832;                    North         East    Units  Estimated Accuracy
 FE0832;SPC TN       -   140,430.      311,040.      MT  (+/- 180 meters Scaled)
 FE0832
 FE0832                          SUPERSEDED SURVEY CONTROL
 FE0832
 FE0832  NGVD 29 (??/??/??)  119.218  (m)          391.13   (f) ADJUSTED    2 0
 FE0832
 FE0832.Superseded values are not recommended for survey control.
 FE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0832.See file dsdata.txt to determine how the superseded data were derived.
 FE0832
 FE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE017369(NAD 83)
 FE0832_MARKER: DR = REFERENCE MARK DISK
 FE0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0832_STAMPING: LESTER NO 2 1959
 FE0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0832+STABILITY: SURFACE MOTION
 FE0832
 FE0832  HISTORY     - Date     Condition        Report By
 FE0832  HISTORY     - 1959     MONUMENTED       CGS
 FE0832  HISTORY     - 1959     GOOD             CGS
 FE0832
 FE0832                          STATION DESCRIPTION
 FE0832
 FE0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0832'8.8 MI SE FROM BROWNSVILLE.
 FE0832'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0832'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0832'MILES EAST ALONG A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0832'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0832'JUNCTION, THENCE 0.1 MILE EAST ON A GRAVELED ROAD, THENCE 0.1
 FE0832'MILE NORTH ON A DIRT ROAD.  THE MARK IS 236.0 FEET SOUTH-SOUTHEAST
 FE0832'OF THE STATION MARK, 7 FEET WEST OF FENCE CORNER AND 2 FEET
 FE0832'NORTHWEST OF A POWER LINE POLE.  THE MARK IS SET IN A SQUARE
 FE0832'CONCRETE POST, WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 FE0832'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3390 ***********************************************************************
 GA3390  DESIGNATION -  LEWIS
 GA3390  PID         -  GA3390
 GA3390  STATE/COUNTY-  TN/WASHINGTON
 GA3390  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA3390
 GA3390                         *CURRENT SURVEY CONTROL
 GA3390  ___________________________________________________________________
 GA3390* NAD 83(1995)-  36 24 01.67909(N)    082 36 16.94146(W)     ADJUSTED  
 GA3390* NAVD 88     -       618.7    (meters)    2030.     (feet)  VERTCON   
 GA3390  ___________________________________________________________________
 GA3390  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GA3390  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA3390
 GA3390  HORZ ORDER  -  SECOND
 GA3390
 GA3390.The horizontal coordinates were established by classical geodetic methods
 GA3390.and adjusted by the National Geodetic Survey in April 1999..
 GA3390
 GA3390.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3390
 GA3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3390
 GA3390.The geoid height was determined by GEOID03.
 GA3390
 GA3390;                    North         East     Units Scale Factor Converg.
 GA3390;SPC TN       -   234,633.728   904,515.037   MT  0.99999717   +1 59 15.9
 GA3390;SPC TN       -   769,794.16  2,967,563.08   sFT  0.99999717   +1 59 15.9
 GA3390;UTM  17      - 4,029,563.526   356,100.806   MT  0.99985513   -0 57 08.8
 GA3390
 GA3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3390!SPC TN       -   0.99990784  x   0.99999717  =   0.99990501
 GA3390!UTM  17      -   0.99990784  x   0.99985513  =   0.99976298
 GA3390
 GA3390|---------------------------------------------------------------------|
 GA3390| PID    Reference Object                     Distance      Geod. Az  |
 GA3390|                                                           dddmmss.s |
 GA3390| DB9582 LEWIS RM 1                            7.735 METERS 05741     |
 GA3390| DB9583 LEWIS RM 2                            7.495 METERS 24205     |
 GA3390| GA0937 H 97                                               2872729.6 |
 GA3390|---------------------------------------------------------------------|
 GA3390
 GA3390                          SUPERSEDED SURVEY CONTROL
 GA3390
 GA3390  NAD 83(1995)-  36 24 01.68132(N)    082 36 16.94376(W) AD(       ) 2
 GA3390  NAD 83(1995)-  36 24 01.69074(N)    082 36 16.95959(W) AD(       ) 2
 GA3390  NAD 83(1995)-  36 24 01.68441(N)    082 36 16.94376(W) AD(       ) 2
 GA3390  NAD 83(1986)-  36 24 01.68700(N)    082 36 16.94523(W) AD(       ) 2
 GA3390  NAD 27      -  36 24 01.32210(N)    082 36 17.39490(W) AD(       ) 2
 GA3390  NGVD 29 (07/19/86)  618.8    (m)         2030.     (f) VERT ANG       
 GA3390
 GA3390.Superseded values are not recommended for survey control.
 GA3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3390.See file dsdata.txt to determine how the superseded data were derived.
 GA3390
 GA3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5610129564(NAD 83)
 GA3390_MARKER: DE = TRAVERSE STATION DISK
 GA3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3390
 GA3390  HISTORY     - Date     Condition        Report By
 GA3390  HISTORY     - 1961     MONUMENTED       CGS
 GA3390
 GA3390                          STATION DESCRIPTION
 GA3390
 GA3390'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3390'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FALL BRANCH AND 1
 GA3390'1/2 MILES NORTHEAST OF
 GA3390'HAWS CROSSROAD ON A HIGH HILL WHICH IS NOW IN PASTURE
 GA3390'LAND WITH A FEW SCATTERED
 GA3390'TREES.  MR.  U.  S.  LEWIS IS THE OWNER OF
 GA3390'THE PROPERTY.
 GA3390'
 GA3390'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81 AND STATE
 GA3390'ROUTE 93 WHICH IS ABOUT
 GA3390'20 MILES NORTHEAST OF GREENEVILLE, GO NORTHEAST OF
 GA3390'BLACK TOP ROAD FOR 1.4 MILES TO A
 GA3390'FARM ROAD LEFT LEADING TO THE LEWIS
 GA3390'HOUSE, TURN LEFT INTO LANE, PASS IN FRONT OF GARAGE,
 GA3390'THROUGH WIRE GAP
 GA3390'AND TOWARD BARN, PASS BARN AND GO 0.05 MILE TO A WIRE FENCE, TURN
 GA3390'LEFT, ALONG FENCE
 GA3390'THROUGH A DRAW THEN UP HILL TO A GAP, PASS THROUGH
 GA3390'GAP AND GO ACROSS CULTIVATED FIELD
 GA3390'THEN ACROSS A HAY FIELD FOR 0.1
 GA3390'MILE TO TOP OF HILL AND STATION.
 GA3390'
 GA3390'STATION MARK IS 69 FEET NORTH OF A 18-INCH WALNUT TREE AND 2.4 FEET
 GA3390'SOUTHEAST OF S WIRE FENCE
 GA3390'AND WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE
 GA3390'DISK, FLUSH, AND IS STAMPED LEWIS
 GA3390'1961.
 GA3390'
 GA3390'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK
 GA3390'IS A STANDARD DISK,
 GA3390'FLUSH, AND IS STAMPED LEWIS NO 1 1961.
 GA3390'
 GA3390'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK
 GA3390'IS A STANDARD DISK,
 GA3390'FLUSH, AND IS STAMPED LEWIS NO 2 1961.
 GA3390'
 GA3390'AZIMUTH MARK IS 58 FEET NORTH OF A POWER LINE POLE, 40 FEET EAST OF
 GA3390'THE CENTER OF A BLACK TOP
 GA3390'ROAD AND 19.2 FEET EAST OF A WITNESS SIGN.  THE MARK
 GA3390'IS A STANDARD BENCH MARK DISK
 GA3390'CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3390'BEDROCK, WHICH PROJECTS 4-INCHES AND IS STAMPED
 GA3390'H 97 1935.
 GA3390'
 GA3390'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 81 AND
 GA3390'STATE ROUTE 93, GO NORTH
 GA3390'ON STATE ROUTE 81 FOR 1.6 MILES TO THE MARK ON THE
 GA3390'RIGHT.
 GA3390'
 GA3390'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1463 ***********************************************************************
 FD1463  DESIGNATION -  LEWISBURG
 FD1463  PID         -  FD1463
 FD1463  STATE/COUNTY-  TN/MARSHALL
 FD1463  USGS QUAD   -  LEWISBURG (1981)
 FD1463
 FD1463                         *CURRENT SURVEY CONTROL
 FD1463  ___________________________________________________________________
 FD1463* NAD 83(1995)-  35 26 52.99004(N)    086 48 01.45204(W)     ADJUSTED  
 FD1463* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 FD1463  ___________________________________________________________________
 FD1463  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FD1463  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1463
 FD1463  HORZ ORDER  -  THIRD
 FD1463
 FD1463.The horizontal coordinates were established by classical geodetic methods
 FD1463.and adjusted by the National Geodetic Survey in April 1999..
 FD1463
 FD1463.The orthometric height was scaled from a topographic map.
 FD1463
 FD1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1463
 FD1463.The geoid height was determined by GEOID03.
 FD1463
 FD1463;                    North         East     Units Scale Factor Converg.
 FD1463;SPC TN       -   123,974.701   527,336.087   MT  0.99997096   -0 28 06.9
 FD1463;SPC TN       -   406,740.33  1,730,101.81   sFT  0.99997096   -0 28 06.9
 FD1463;UTM  16      - 3,922,750.554   518,113.699   MT  0.99960404   +0 06 56.7
 FD1463
 FD1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1463!SPC TN       -   0.99996465  x   0.99997096  =   0.99993561
 FD1463!UTM  16      -   0.99996465  x   0.99960404  =   0.99956870
 FD1463
 FD1463:                Primary Azimuth Mark                     Grid Az
 FD1463:SPC TN       -  LEWISBURG MUNICIPAL TANK                 065 09 51.2
 FD1463:UTM  16      -  LEWISBURG MUNICIPAL TANK                 064 34 47.6
 FD1463
 FD1463|---------------------------------------------------------------------|
 FD1463| PID    Reference Object                     Distance      Geod. Az  |
 FD1463|                                                           dddmmss.s |
 FD1463| FD1462 LEWISBURG MUNICIPAL TANK            APPROX. 0.8 KM 0644144.3 |
 FD1463| CG6767 LEWISBURG AZ MK                                    0903528.3 |
 FD1463| CG6768 LEWISBURG RM 1                       45.543 METERS 18040     |
 FD1463| CG6769 LEWISBURG RM 2                       44.178 METERS 27506     |
 FD1463|---------------------------------------------------------------------|
 FD1463
 FD1463                          SUPERSEDED SURVEY CONTROL
 FD1463
 FD1463  NAD 83(1995)-  35 26 52.99368(N)    086 48 01.45335(W) AD(       ) 3
 FD1463  NAD 83(1995)-  35 26 52.99444(N)    086 48 01.45384(W) AD(       ) 3
 FD1463  NAD 83(1986)-  35 26 53.00039(N)    086 48 01.45250(W) AD(       ) 3
 FD1463  NAD 27      -  35 26 52.73400(N)    086 48 01.45400(W) AD(       ) 3
 FD1463
 FD1463.Superseded values are not recommended for survey control.
 FD1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1463.See file dsdata.txt to determine how the superseded data were derived.
 FD1463
 FD1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1811422751(NAD 83)
 FD1463_MARKER: DS = TRIANGULATION STATION DISK
 FD1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1463
 FD1463  HISTORY     - Date     Condition        Report By
 FD1463  HISTORY     - 1934     MONUMENTED       CGS
 FD1463  HISTORY     - 1962     MARK NOT FOUND   CGS
 FD1463  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD1463  HISTORY     - 1972     MARK NOT FOUND   NGS
 FD1463
 FD1463                          STATION DESCRIPTION
 FD1463
 FD1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1463'AT LEWISBURG, ON PROPERTY OWNED BY W D FOX AND RENTED BY J O SAVAGE.
 FD1463'TO REACH FROM
 FD1463'COURTHOUSE, GO SOUTH 0.15 MILE ON STATE ROUTE 11, TURN
 FD1463'RIGHT AROUND LAMBERT AND LUSBY
 FD1463'LUMBER CO OFFICE AND CONTINUE 0.6 MILE
 FD1463'TO TOP OF GRADE AND FENCE ON SOUTH SIDE OF
 FD1463'ROAD.  STATION IS IN
 FD1463'NORTHEAST CORNER OF CULTIVATED FIELD SURROUNDED BY THIS
 FD1463'FENCE, 21 FEET
 FD1463'SOUTH OF CENTER LINE OF ROAD, 6 FEET SOUTHWEST OF NORTHEAST
 FD1463'CORNER POST OF FENCE,
 FD1463'AND ABOUT 150 YARDS NORTHEAST OF SAVAGES
 FD1463'HOUSE.  SURFACE AND UNDERGROUND MARKS
 FD1463'ARE STANDARD STATION DISKS IN
 FD1463'CONCRETE.  REFERENCE AND AZIMUTH MARKS
 FD1463'ARE STANDARD
 FD1463'REFERENCE DISKS SET IN CONCRETE.  NO 1 IS INSIDE FIELD, 1.5
 FD1463'FEET WEST OF
 FD1463'FENCE, ABOUT 35 FEET NORTH OF PATH LEADING TO SAVAGES
 FD1463'HOUSE, AND 149.42 FEET FROM
 FD1463'STATION S 0 DEG 40 MIN W.  NO 2 IS
 FD1463'2 FEET SOUTH OF WIRE FENCE, IN LINE WITH
 FD1463'NORTH-AND-SOUTH FENCE
 FD1463'BETWEEN FIELD AND SAVAGES YARD, AND 144.94 FEET FROM
 FD1463'STATION IN
 FD1463'N 84 DEG 54 MIN W.  AZIMUTH MARK IS 18 FEET NORTH OF CENTER LINE
 FD1463'OF ROAD, ABOUT 6
 FD1463'FEET FROM CORNER POST OF FENCE, ABOUT 40 FEET WEST
 FD1463'OF CURVE IN ROAD, AND 0.15 MILE
 FD1463'FROM STATION S 89 DEG 24 MIN E.
 FD1463'FOLLOWING DISTANCES AND BEARINGS ARE
 FD1463'FROM STATION-
 FD1463'LEWISBURG, MUNICIPAL WATER TANK (BLACK), 0.5 MILE, N 64 DEG 42 MIN E.
 FD1463'AND CHASE
 FD1463'ADAMS HOME, RED BRICK SPIRE, 1.0 MILE, N 82 DEG 58 MIN E.
 FD1463
 FD1463                          STATION RECOVERY (1962)
 FD1463
 FD1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1463'A COMPLETE AND EXTENDED SEARCH WAS MADE TO RECOVER THE STATION, BUT
 FD1463'ONLY REFERENCE MARK NO. 1 COULD BE FOUND.  THE ORIGINAL STATION SITE
 FD1463'IS NOW IN A HOUSING PROJECT AND WOULD FALL IN THE BACK LAWN OF A
 FD1463'HOME.  THE PRESENT OWNER DOES NOT EVER REMEMBER OF EVER SEEING ANY
 FD1463'MARKS AT THE DISTANCE AND AZIMUTH DIRECTION GIVEN FROM REFERENCE
 FD1463'MARK NO. 1.  HE DOES RECALL THAT EXTENSIVE GRADING WAS DONE IN THE
 FD1463'AREA AND THOUGHT THE STATION AND REFERENCE MARK NO. 2 WERE
 FD1463'DESTROYED AT THIS TIME.  A METAL ROD WAS DRIVEN INTO THE GROUND
 FD1463'AT THE MEASURED DISTANCE AND AZIMUTH DIRECTION FROM REFERENCE
 FD1463'MARK NO. 1 IN A CONSIDERABLE SIZED AREA AT ABOUT 8 INCH
 FD1463'INTERVALS IN AN ATTEMPT TO FIND THE UNDERGROUND STATION MARK, BUT
 FD1463'WITHOUT RESULTS.  AN EXTENSIVE SEARCH WAS MADE FOR THE AZIMUTH MARK,
 FD1463'BUT IT COULD NOT BE FOUND AND IS THOUGHT LOST FOR THE SAME REASONS AS
 FD1463'GIVEN ABOVE.
 FD1463'
 FD1463'REFERENCE MARK NO. 1 WAS NOT DISTURBED IN ANY WAY.
 FD1463
 FD1463                          STATION RECOVERY (1966)
 FD1463
 FD1463'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966 (VTM)
 FD1463'LEWISBURG SEARCHED FOR BUT NOT RECOVERED.  REPORTED TO HAVE BEEN
 FD1463'DESTROYED.
 FD1463'
 FD1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISBURG.
 FD1463
 FD1463                          STATION RECOVERY (1972)
 FD1463
 FD1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD1463'A THOROUGH AND EXTENDED SEARCH WAS MADE FOR ALL MARKS AT THIS
 FD1463'STATION, BUT ONLY REFERENCE MARK NO. 1 WAS FOUND, AND THERE IS NO
 FD1463'WAY TO VERIFY ITS POSITION.  THIS AREA IS NOW IN A HOUSING
 FD1463'DEVELOPEMENT AND THE OLD SITE WOULD NOW FALL IN THE BACK YARD OF A
 FD1463'HOME.  THE PRESENT LANDOWNER HAS NEVER SEEN ANY OF THE OLD MARKS,
 FD1463'AND THE REFERENCE MARK NO. 1 IS ON A DIFFERENT PROPERTY.  A LOCAL
 FD1463'RESIDENT STATED THAT PRIOR TO THE HOUSING DEVELOPEMENT, THE
 FD1463'CITY OF LEWISBURG DID CONSIDERABLE GRADING IN THE AREA FOR THE
 FD1463'CONSTRUCTION OF A STANDPIPE.  AN EXTENDED SEARCH TO A DEPTH OF
 FD1463'APPROXIMATELY FOUR FEET WAS MADE TO LOCATE THE SUB-SURFACE MARK,
 FD1463'BUT WITH NO RESULTS.  THE REFERENCE MARK NO. 1 WAS IN NO WAY
 FD1463'DISTURBED AND AT SOME TIME IN THE FUTURE ANOTHER ATTEMPT WILL BE
 FD1463'MADE.  HOWEVER, IT IS THOUGHT THAT ALL OTHER MARKS FOR THE STATION
 FD1463'HAVE BEEN COMPLETELY DESTROYED.
 FD1463'
 FD1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1462 ***********************************************************************
 FD1462  DESIGNATION -  LEWISBURG MUNICIPAL TANK
 FD1462  PID         -  FD1462
 FD1462  STATE/COUNTY-  TN/MARSHALL
 FD1462  USGS QUAD   -  LEWISBURG (1981)
 FD1462
 FD1462                         *CURRENT SURVEY CONTROL
 FD1462  ___________________________________________________________________
 FD1462* NAD 83(1995)-  35 27 03.58528(N)    086 47 34.06227(W)     ADJUSTED  
 FD1462* NAVD 88     -                                                        
 FD1462  ___________________________________________________________________
 FD1462  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FD1462  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1462
 FD1462  HORZ ORDER  -  THIRD
 FD1462
 FD1462.The horizontal coordinates were established by classical geodetic methods
 FD1462.and adjusted by the National Geodetic Survey in April 1999..
 FD1462
 FD1462
 FD1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1462
 FD1462.The geoid height was determined by GEOID03.
 FD1462
 FD1462;                    North         East     Units Scale Factor Converg.
 FD1462;SPC TN       -   124,295.595   528,029.427   MT  0.99997062   -0 27 50.9
 FD1462;SPC TN       -   407,793.13  1,732,376.55   sFT  0.99997062   -0 27 50.9
 FD1462;UTM  16      - 3,923,078.382   518,803.477   MT  0.99960436   +0 07 12.6
 FD1462
 FD1462                          SUPERSEDED SURVEY CONTROL
 FD1462
 FD1462  NAD 83(1995)-  35 27 03.58898(N)    086 47 34.06356(W) AD(       ) 4
 FD1462  NAD 83(1995)-  35 27 03.58972(N)    086 47 34.06394(W) AD(       ) 4
 FD1462  NAD 83(1986)-  35 27 03.59575(N)    086 47 34.06262(W) AD(       ) 4
 FD1462  NAD 27      -  35 27 03.33000(N)    086 47 34.06500(W) AD(       ) 3
 FD1462
 FD1462.Superseded values are not recommended for survey control.
 FD1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1462.See file dsdata.txt to determine how the superseded data were derived.
 FD1462
 FD1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1880323078(NAD 83)
 FD1462_MARKER: 51 = TANK
 FD1462
 FD1462  HISTORY     - Date     Condition        Report By
 FD1462  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1462
 FD1462                          STATION DESCRIPTION
 FD1462
 FD1462'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2222 ***********************************************************************
 FE2222  DESIGNATION -  LEXINGTON TANK
 FE2222  PID         -  FE2222
 FE2222  STATE/COUNTY-  TN/HENDERSON
 FE2222  USGS QUAD   -  LEXINGTON (1992)
 FE2222
 FE2222                         *CURRENT SURVEY CONTROL
 FE2222  ___________________________________________________________________
 FE2222* NAD 83(1995)-  35 38 39.97496(N)    088 23 38.54676(W)     ADJUSTED  
 FE2222* NAVD 88     -                                                        
 FE2222  ___________________________________________________________________
 FE2222  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FE2222  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2222
 FE2222  HORZ ORDER  -  THIRD
 FE2222
 FE2222.The horizontal coordinates were established by classical geodetic methods
 FE2222.and adjusted by the National Geodetic Survey in April 1999..
 FE2222
 FE2222
 FE2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2222
 FE2222.The geoid height was determined by GEOID03.
 FE2222
 FE2222;                    North         East     Units Scale Factor Converg.
 FE2222;SPC TN       -   148,117.394   383,211.297   MT  0.99995385   -1 24 05.6
 FE2222;SPC TN       -   485,948.48  1,257,252.40   sFT  0.99995385   -1 24 05.6
 FE2222;UTM  16      - 3,945,407.376   373,792.822   MT  0.99979628   -0 48 45.0
 FE2222
 FE2222                          SUPERSEDED SURVEY CONTROL
 FE2222
 FE2222  NAD 83(1995)-  35 38 39.97908(N)    088 23 38.55448(W) AD(       ) 4
 FE2222  NAD 83(1986)-  35 38 39.98600(N)    088 23 38.54830(W) AD(       ) 4
 FE2222  NAD 27      -  35 38 39.73200(N)    088 23 38.37100(W) AD(       ) 3
 FE2222
 FE2222.Superseded values are not recommended for survey control.
 FE2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2222.See file dsdata.txt to determine how the superseded data were derived.
 FE2222
 FE2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7379345407(NAD 83)
 FE2222_MARKER: 53 = ELEVATED TANK
 FE2222
 FE2222  HISTORY     - Date     Condition        Report By
 FE2222  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2222  HISTORY     - 1957     GOOD             CGS
 FE2222
 FE2222                          STATION DESCRIPTION
 FE2222
 FE2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 FE2222'INTERSECTION STATION RECOVERED WAS ELEVATED WATER TANK ABOUT 250 FEET
 FE2222'SOUTHEAST OF INTERSECTION OF MAPLE AND STANFORD STREETS IN
 FE2222'SOUTHEAST SECTION OF LEXINGTON. TANK IS ABOUT 100 FEET HIGH,
 FE2222'SUPPORTED BY FOUR STEEL LEGS AND PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2533 ***********************************************************************
 GA2533  DESIGNATION -  LHT
 GA2533  PID         -  GA2533
 GA2533  STATE/COUNTY-  TN/UNION
 GA2533  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2533
 GA2533                         *CURRENT SURVEY CONTROL
 GA2533  ___________________________________________________________________
 GA2533* NAD 83(1986)-  36 16 16.     (N)    083 46 08.     (W)     SCALED    
 GA2533* NAVD 88     -       462.780  (meters)    1518.30   (feet)  ADJUSTED  
 GA2533  ___________________________________________________________________
 GA2533  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2533  DYNAMIC HT  -         462.351 (meters)    1516.90  (feet)  COMP
 GA2533  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA2533
 GA2533  VERT ORDER  -  SECOND    CLASS 0
 GA2533
 GA2533.The horizontal coordinates were scaled from a topographic map and have
 GA2533.an estimated accuracy of +/- 6 seconds.
 GA2533
 GA2533.The orthometric height was determined by differential leveling
 GA2533.and adjusted by the National Geodetic Survey in June 1991..
 GA2533
 GA2533.The geoid height was determined by GEOID03.
 GA2533
 GA2533.The dynamic height is computed by dividing the NAVD 88
 GA2533.geopotential number by the normal gravity value computed on the
 GA2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2533.degrees latitude (g = 980.6199 gals.).
 GA2533
 GA2533.The modeled gravity was interpolated from observed gravity values.
 GA2533
 GA2533;                    North         East    Units  Estimated Accuracy
 GA2533;SPC TN       -   217,280.      800,450.      MT  (+/- 180 meters Scaled)
 GA2533
 GA2533                          SUPERSEDED SURVEY CONTROL
 GA2533
 GA2533  NGVD 29 (??/??/??)  462.92   (m)         1518.8    (f) RESET       3  
 GA2533
 GA2533.Superseded values are not recommended for survey control.
 GA2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2533.See file dsdata.txt to determine how the superseded data were derived.
 GA2533
 GA2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA512175(NAD 83)
 GA2533_MARKER: Z = SEE DESCRIPTION
 GA2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2533_STAMPING: LHT 1690 1940
 GA2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2533+STABILITY: SURFACE MOTION
 GA2533
 GA2533  HISTORY     - Date     Condition        Report By
 GA2533  HISTORY     - 1946     MONUMENTED       TVA
 GA2533  HISTORY     - 1964     GOOD             TNHD
 GA2533
 GA2533                          STATION DESCRIPTION
 GA2533
 GA2533'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2533'2 MI NE FROM MAYNARDVILLE.
 GA2533'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2533'33 FOR 2.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 55 FEET
 GA2533'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 37 FEET
 GA2533'EAST OF A 15-INCH TULIP POPLAR TREE, 4 FEET NORTHWEST OF A
 GA2533'BARBED-WIRE FENCE AND 0.7 FEET NORTHWEST OF A METAL WITNESS POST
 GA2533'WITH SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER
 GA2533'SET IN A 6-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0645 ***********************************************************************
 FC0645  DESIGNATION -  LHT 1081
 FC0645  PID         -  FC0645
 FC0645  STATE/COUNTY-  TN/ROANE
 FC0645  USGS QUAD   -  CARDIFF (1990)
 FC0645
 FC0645                         *CURRENT SURVEY CONTROL
 FC0645  ___________________________________________________________________
 FC0645* NAD 83(1986)-  35 53 24.     (N)    084 38 38.     (W)     SCALED    
 FC0645* NAVD 88     -       250.126  (meters)     820.62   (feet)  ADJUSTED  
 FC0645  ___________________________________________________________________
 FC0645  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0645  DYNAMIC HT  -         249.895 (meters)     819.86  (feet)  COMP
 FC0645  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FC0645
 FC0645  VERT ORDER  -  FIRST     CLASS II
 FC0645
 FC0645.The horizontal coordinates were scaled from a topographic map and have
 FC0645.an estimated accuracy of +/- 6 seconds.
 FC0645
 FC0645.The orthometric height was determined by differential leveling
 FC0645.and adjusted by the National Geodetic Survey in June 1991..
 FC0645
 FC0645.The geoid height was determined by GEOID03.
 FC0645
 FC0645.The dynamic height is computed by dividing the NAVD 88
 FC0645.geopotential number by the normal gravity value computed on the
 FC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0645.degrees latitude (g = 980.6199 gals.).
 FC0645
 FC0645.The modeled gravity was interpolated from observed gravity values.
 FC0645
 FC0645;                    North         East    Units  Estimated Accuracy
 FC0645;SPC TN       -   173,560.      722,430.      MT  (+/- 180 meters Scaled)
 FC0645
 FC0645                          SUPERSEDED SURVEY CONTROL
 FC0645
 FC0645  NGVD 29 (??/??/92)  250.237  (m)          820.99   (f) ADJ UNCH    1 2
 FC0645
 FC0645.Superseded values are not recommended for survey control.
 FC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0645.See file dsdata.txt to determine how the superseded data were derived.
 FC0645
 FC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126743(NAD 83)
 FC0645_MARKER: DD = SURVEY DISK
 FC0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0645_STAMPING: LHT 1081 1939
 FC0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0645+STABILITY: SURFACE MOTION
 FC0645
 FC0645  HISTORY     - Date     Condition        Report By
 FC0645  HISTORY     - 1939     MONUMENTED       TVA
 FC0645  HISTORY     - 1950     GOOD             NGS
 FC0645
 FC0645                          STATION DESCRIPTION
 FC0645
 FC0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0645'3 MI NE FROM ROCKWOOD.
 FC0645'3.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0645'AT ROCKWOOD, ABOUT 0.2 MILE NORTHEAST OF A NARROW OVERPASS OF THE
 FC0645'RAILWAY OVER A BLACK TOP ROAD, 45 FEET NORTHWEST OF THE NORTHWEST
 FC0645'RAIL OF THE SOU. RY., 23.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FC0645'OF THE TENNESSEE CENTRAL RAILROAD, 3 FEET SOUTHEAST OF A FENCE
 FC0645'LINE BETWEEN THE TWO RAILROADS, 15.5 FEET SOUTHWEST OF THE
 FC0645'SOUTHWEST GATE POST OF A GATE IN FENCE LINE, 51 FEET
 FC0645'WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD CROSSING AND
 FC0645'SOUTHERN RAILWAY, 31.5 FEET SOUTH OF THE CENTER OF THE FIELD
 FC0645'ROAD CROSSING AND THE TENNESSEE CENTRAL RAILROAD, 1/2 FOOT
 FC0645'EAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE SOU. RY.,
 FC0645'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0643 ***********************************************************************
 FC0643  DESIGNATION -  LHT 1082
 FC0643  PID         -  FC0643
 FC0643  STATE/COUNTY-  TN/ROANE
 FC0643  USGS QUAD   -  HARRIMAN (1980)
 FC0643
 FC0643                         *CURRENT SURVEY CONTROL
 FC0643  ___________________________________________________________________
 FC0643* NAD 83(1986)-  35 53 42.     (N)    084 37 19.     (W)     SCALED    
 FC0643* NAVD 88     -       243.144  (meters)     797.71   (feet)  ADJUSTED  
 FC0643  ___________________________________________________________________
 FC0643  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0643  DYNAMIC HT  -         242.920 (meters)     796.98  (feet)  COMP
 FC0643  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FC0643
 FC0643  VERT ORDER  -  FIRST     CLASS II
 FC0643
 FC0643.The horizontal coordinates were scaled from a topographic map and have
 FC0643.an estimated accuracy of +/- 6 seconds.
 FC0643
 FC0643.The orthometric height was determined by differential leveling
 FC0643.and adjusted by the National Geodetic Survey in June 1991..
 FC0643
 FC0643.The geoid height was determined by GEOID03.
 FC0643
 FC0643.The dynamic height is computed by dividing the NAVD 88
 FC0643.geopotential number by the normal gravity value computed on the
 FC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0643.degrees latitude (g = 980.6199 gals.).
 FC0643
 FC0643.The modeled gravity was interpolated from observed gravity values.
 FC0643
 FC0643;                    North         East    Units  Estimated Accuracy
 FC0643;SPC TN       -   174,140.      724,410.      MT  (+/- 180 meters Scaled)
 FC0643
 FC0643                          SUPERSEDED SURVEY CONTROL
 FC0643
 FC0643  NGVD 29 (??/??/92)  243.256  (m)          798.08   (f) ADJ UNCH    1 2
 FC0643
 FC0643.Superseded values are not recommended for survey control.
 FC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0643.See file dsdata.txt to determine how the superseded data were derived.
 FC0643
 FC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE146749(NAD 83)
 FC0643_MARKER: DD = SURVEY DISK
 FC0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0643_STAMPING: LHT 1082 1939
 FC0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0643+STABILITY: SURFACE MOTION
 FC0643
 FC0643  HISTORY     - Date     Condition        Report By
 FC0643  HISTORY     - 1939     MONUMENTED       TVA
 FC0643  HISTORY     - 1950     GOOD             NGS
 FC0643
 FC0643                          STATION DESCRIPTION
 FC0643
 FC0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0643'4.3 MI NE FROM ROCKWOOD.
 FC0643'4.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0643'AT ROCKWOOD, ABOUT 0.5 MILE NORTHEAST OF THE STATION SIGN AT
 FC0643'CARDIFF, ABOUT 2.9 MILES SOUTHWEST OF THE STATION AT EMORY GAP,
 FC0643'AT A PRIVATE FIELD ROAD CROSSING, 44 FEET SOUTHEAST OF THE
 FC0643'SOUTHEAST RAIL, 4 FEET NORTHWEST OF A FENCE LINE, 3.5 FEET
 FC0643'SOUTHEAST OF A TELEPHONE POLE, 47 FEET SOUTHEAST OF THE CENTER
 FC0643'OF THE CROSSING, 10 FEET NORTHEAST OF THE CENTER LINE OF THE FIELD
 FC0643'ROAD, 1/2 FOOT SOUTHEAST OF A T.V.A. STEEL WITNESS POST, 1 FOOT
 FC0643'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0643'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0774 ***********************************************************************
 FC0774  DESIGNATION -  LHT 1192
 FC0774  PID         -  FC0774
 FC0774  STATE/COUNTY-  TN/MEIGS
 FC0774  USGS QUAD   -  TRANQUILLITY (1990)
 FC0774
 FC0774                         *CURRENT SURVEY CONTROL
 FC0774  ___________________________________________________________________
 FC0774* NAD 83(1986)-  35 36 25.     (N)    084 40 32.     (W)     SCALED    
 FC0774* NAVD 88     -       230.218  (meters)     755.31   (feet)  ADJUSTED  
 FC0774  ___________________________________________________________________
 FC0774  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0774  DYNAMIC HT  -         229.998 (meters)     754.59  (feet)  COMP
 FC0774  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FC0774
 FC0774  VERT ORDER  -  FIRST     CLASS II
 FC0774
 FC0774.The horizontal coordinates were scaled from a topographic map and have
 FC0774.an estimated accuracy of +/- 6 seconds.
 FC0774
 FC0774.The orthometric height was determined by differential leveling
 FC0774.and adjusted by the National Geodetic Survey in June 1991..
 FC0774
 FC0774.The geoid height was determined by GEOID03.
 FC0774
 FC0774.The dynamic height is computed by dividing the NAVD 88
 FC0774.geopotential number by the normal gravity value computed on the
 FC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0774.degrees latitude (g = 980.6199 gals.).
 FC0774
 FC0774.The modeled gravity was interpolated from observed gravity values.
 FC0774
 FC0774;                    North         East    Units  Estimated Accuracy
 FC0774;SPC TN       -   142,120.      720,000.      MT  (+/- 180 meters Scaled)
 FC0774
 FC0774                          SUPERSEDED SURVEY CONTROL
 FC0774
 FC0774  NGVD 29 (??/??/92)  230.300  (m)          755.58   (f) ADJ UNCH    1 2
 FC0774
 FC0774.Superseded values are not recommended for survey control.
 FC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0774.See file dsdata.txt to determine how the superseded data were derived.
 FC0774
 FC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE105428(NAD 83)
 FC0774_MARKER: DD = SURVEY DISK
 FC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0774_STAMPING: LHT 1192 1939
 FC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0774+STABILITY: SURFACE MOTION
 FC0774
 FC0774  HISTORY     - Date     Condition        Report By
 FC0774  HISTORY     - 1939     MONUMENTED       TVA
 FC0774  HISTORY     - 1950     GOOD             NGS
 FC0774
 FC0774                          STATION DESCRIPTION
 FC0774
 FC0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0774'5.2 MI E FROM PEAKLAND.
 FC0774'5.25 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0774'PEAKLAND, ABOUT 0.9 MILE EAST OF CENTER POINT CROSSROAD, ABOUT
 FC0774'0.4 MILE NORTHWEST OF THE ROAD JUNCTION AT BOGGE CROSSROAD, 80
 FC0774'YARDS NORTHWEST OF THE NORTHWEST END OF A STEEL BRIDGE OVER
 FC0774'BIG SEWEE CREEK, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0774'HIGHWAY, 36.5 FEET WEST OF THE WEST CORNER OF THE PORCH OF A FARM
 FC0774'HOUSE, 25 FEET WEST OF THE CENTER OF A WELL, 18.5 FEET EAST OF
 FC0774'THE NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT
 FC0774'1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0774'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0777 ***********************************************************************
 FC0777  DESIGNATION -  LHT 1193
 FC0777  PID         -  FC0777
 FC0777  STATE/COUNTY-  TN/MEIGS
 FC0777  USGS QUAD   -  TRANQUILLITY (1990)
 FC0777
 FC0777                         *CURRENT SURVEY CONTROL
 FC0777  ___________________________________________________________________
 FC0777* NAD 83(1986)-  35 36 28.     (N)    084 39 31.     (W)     SCALED    
 FC0777* NAVD 88     -       249.191  (meters)     817.55   (feet)  ADJUSTED  
 FC0777  ___________________________________________________________________
 FC0777  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0777  DYNAMIC HT  -         248.951 (meters)     816.77  (feet)  COMP
 FC0777  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 FC0777
 FC0777  VERT ORDER  -  FIRST     CLASS II
 FC0777
 FC0777.The horizontal coordinates were scaled from a topographic map and have
 FC0777.an estimated accuracy of +/- 6 seconds.
 FC0777
 FC0777.The orthometric height was determined by differential leveling
 FC0777.and adjusted by the National Geodetic Survey in June 1991..
 FC0777
 FC0777.The geoid height was determined by GEOID03.
 FC0777
 FC0777.The dynamic height is computed by dividing the NAVD 88
 FC0777.geopotential number by the normal gravity value computed on the
 FC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0777.degrees latitude (g = 980.6199 gals.).
 FC0777
 FC0777.The modeled gravity was interpolated from observed gravity values.
 FC0777
 FC0777;                    North         East    Units  Estimated Accuracy
 FC0777;SPC TN       -   142,230.      721,530.      MT  (+/- 180 meters Scaled)
 FC0777
 FC0777                          SUPERSEDED SURVEY CONTROL
 FC0777
 FC0777  NGVD 29 (??/??/92)  249.271  (m)          817.82   (f) ADJ UNCH    1 2
 FC0777
 FC0777.Superseded values are not recommended for survey control.
 FC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0777.See file dsdata.txt to determine how the superseded data were derived.
 FC0777
 FC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE120429(NAD 83)
 FC0777_MARKER: DD = SURVEY DISK
 FC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0777_STAMPING: LHT 1193 1939
 FC0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0777+STABILITY: SURFACE MOTION
 FC0777
 FC0777  HISTORY     - Date     Condition        Report By
 FC0777  HISTORY     - 1939     MONUMENTED       TVA
 FC0777  HISTORY     - 1950     GOOD             NGS
 FC0777
 FC0777                          STATION DESCRIPTION
 FC0777
 FC0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0777'6.6 MI E FROM PEAKLAND.
 FC0777'6.6 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 FC0777'AT PEAKLAND, ABOUT 0.2 MILE WEST OF THE MC MINN-MEIGS COUNTY LINE,
 FC0777'ABOUT 0.75 MILE WEST OF THE JUNCTION OF A ROAD SOUTH TO SEWEE
 FC0777'CHURCH, 231 FEET EAST OF THE CENTER OF THE JUNCTION OF A ROAD NORTH,
 FC0777'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 FC0777'THE SOUTH END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER HIGHWAY,
 FC0777'NEAR THE WEST END OF A 3-FOOT CUT, 1 FOOT NORTH OF A T.V.A STEEL
 FC0777'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 FC0777'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2015 ***********************************************************************
 FB2015  DESIGNATION -  LHT 1364
 FB2015  PID         -  FB2015
 FB2015  STATE/COUNTY-  TN/BLOUNT
 FB2015  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2015
 FB2015                         *CURRENT SURVEY CONTROL
 FB2015  ___________________________________________________________________
 FB2015* NAD 83(1986)-  35 39 07.     (N)    083 58 30.     (W)     SCALED    
 FB2015* NAVD 88     -       319.17   (+/-2cm)    1047.1    (feet)  VERTCON   
 FB2015  ___________________________________________________________________
 FB2015  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2015
 FB2015  VERT ORDER  -  ? (See Below)
 FB2015
 FB2015.The horizontal coordinates were scaled from a topographic map and have
 FB2015.an estimated accuracy of +/- 6 seconds.
 FB2015
 FB2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2015.The vertical order pertains to the NGVD 29 superseded value.
 FB2015
 FB2015.The geoid height was determined by GEOID03.
 FB2015
 FB2015;                    North         East    Units  Estimated Accuracy
 FB2015;SPC TN       -   148,200.      783,360.      MT  (+/- 180 meters Scaled)
 FB2015
 FB2015                          SUPERSEDED SURVEY CONTROL
 FB2015
 FB2015  NGVD 29 (??/??/92)  319.282  (m)         1047.51   (f) ADJ UNCH    ?  
 FB2015
 FB2015.Superseded values are not recommended for survey control.
 FB2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2015.See file dsdata.txt to determine how the superseded data were derived.
 FB2015
 FB2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV306494(NAD 83)
 FB2015_MARKER: DD = SURVEY DISK
 FB2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2015_STAMPING: LHT 1364 1939
 FB2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2015+STABILITY: SURFACE MOTION
 FB2015
 FB2015  HISTORY     - Date     Condition        Report By
 FB2015  HISTORY     - 1939     MONUMENTED       TVA
 FB2015  HISTORY     - 1935     GOOD             NGS
 FB2015
 FB2015                          STATION DESCRIPTION
 FB2015
 FB2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2015'7.5 MI S FROM MARYVILLE.
 FB2015'7.5 MILES SOUTH (AIR LINE) FROM MARYVILLE, 1.0 MILE SOUTHWEST
 FB2015'ALONG OLD PINEY ROAD FROM THE POST OFFICE AT SIXMILE, 200 FEET
 FB2015'EAST OF THE 1-1/2-STORY UNPAINTED FRAME HOUSE OF FLOYD HATCHER,
 FB2015'29 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT THE
 FB2015'BEGINNING OF A DRIVEWAY TO THE HOUSE, 74.0 FEET NORTH OF A 14-INCH
 FB2015'FORKED MAPLE TREE, 41.0 FEET NORTH OF A 16-INCH POPLAR TREE, AND
 FB2015'16 FEET SOUTH OF A 14-INCH DOUBLE PINE TREE.  A TENNESSEE
 FB2015'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1364 1939 AND SET
 FB2015'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2017 ***********************************************************************
 FB2017  DESIGNATION -  LHT 1365
 FB2017  PID         -  FB2017
 FB2017  STATE/COUNTY-  TN/BLOUNT
 FB2017  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2017
 FB2017                         *CURRENT SURVEY CONTROL
 FB2017  ___________________________________________________________________
 FB2017* NAD 83(1986)-  35 42 50.     (N)    083 55 18.     (W)     SCALED    
 FB2017* NAVD 88     -       289.74   (+/-2cm)     950.6    (feet)  VERTCON   
 FB2017  ___________________________________________________________________
 FB2017  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2017
 FB2017  VERT ORDER  -  ? (See Below)
 FB2017
 FB2017.The horizontal coordinates were scaled from a topographic map and have
 FB2017.an estimated accuracy of +/- 6 seconds.
 FB2017
 FB2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2017.The vertical order pertains to the NGVD 29 superseded value.
 FB2017
 FB2017.The geoid height was determined by GEOID03.
 FB2017
 FB2017;                    North         East    Units  Estimated Accuracy
 FB2017;SPC TN       -   155,170.      788,040.      MT  (+/- 180 meters Scaled)
 FB2017
 FB2017                          SUPERSEDED SURVEY CONTROL
 FB2017
 FB2017  NGVD 29 (??/??/92)  289.854  (m)          950.96   (f) ADJ UNCH    ?  
 FB2017
 FB2017.Superseded values are not recommended for survey control.
 FB2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2017.See file dsdata.txt to determine how the superseded data were derived.
 FB2017
 FB2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV356561(NAD 83)
 FB2017_MARKER: DD = SURVEY DISK
 FB2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2017_STAMPING: LHT 1365 1939
 FB2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2017+STABILITY: SURFACE MOTION
 FB2017
 FB2017  HISTORY     - Date     Condition        Report By
 FB2017  HISTORY     - 1939     MONUMENTED       TVA
 FB2017
 FB2017                          STATION DESCRIPTION
 FB2017
 FB2017'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2017'1.1 MI NE FROM OLD PINEY CHURCH.
 FB2017'1.1 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2017'200 FEET WEST OF A WOODEN BRIDGE OVER SOUTH FORK CROOKED CREEK
 FB2017'AT A LANE CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FB2017'19.5 FEET NORTHWEST OF THE CENTERLINE OF THE CREEK, 59.5 FEET
 FB2017'NORTHEAST OF A TWIN WALNUT TREE, AND 2.9 FEET SOUTHWEST OF A
 FB2017'12-INCH WALNUT TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB2017'STAMPED LHT 1365 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2018 ***********************************************************************
 FB2018  DESIGNATION -  LHT 1366
 FB2018  PID         -  FB2018
 FB2018  STATE/COUNTY-  TN/BLOUNT
 FB2018  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2018
 FB2018                         *CURRENT SURVEY CONTROL
 FB2018  ___________________________________________________________________
 FB2018* NAD 83(1986)-  35 42 22.     (N)    083 54 26.     (W)     SCALED    
 FB2018* NAVD 88     -       292.97   (+/-2cm)     961.2    (feet)  VERTCON   
 FB2018  ___________________________________________________________________
 FB2018  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB2018
 FB2018  VERT ORDER  -  ? (See Below)
 FB2018
 FB2018.The horizontal coordinates were scaled from a topographic map and have
 FB2018.an estimated accuracy of +/- 6 seconds.
 FB2018
 FB2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2018.The vertical order pertains to the NGVD 29 superseded value.
 FB2018
 FB2018.The geoid height was determined by GEOID03.
 FB2018
 FB2018;                    North         East    Units  Estimated Accuracy
 FB2018;SPC TN       -   154,330.      789,370.      MT  (+/- 180 meters Scaled)
 FB2018
 FB2018                          SUPERSEDED SURVEY CONTROL
 FB2018
 FB2018  NGVD 29 (??/??/92)  293.078  (m)          961.54   (f) ADJ UNCH    ?  
 FB2018
 FB2018.Superseded values are not recommended for survey control.
 FB2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2018.See file dsdata.txt to determine how the superseded data were derived.
 FB2018
 FB2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369552(NAD 83)
 FB2018_MARKER: DD = SURVEY DISK
 FB2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2018_STAMPING: LHT 1366 1939
 FB2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2018+STABILITY: SURFACE MOTION
 FB2018
 FB2018  HISTORY     - Date     Condition        Report By
 FB2018  HISTORY     - 1939     MONUMENTED       TVA
 FB2018
 FB2018                          STATION DESCRIPTION
 FB2018
 FB2018'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2018'2.2 MI NE FROM OLD PINEY CHURCH.
 FB2018'2.2 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2018'1.1 MILES SOUTHEAST OF CHILHOWEE VIEW SCHOOL, AT THE T-JUNCTION OF
 FB2018'A COUNTY ROAD LEADING TO LAW CHAPEL SCHOOL, ABOUT 150 FEET
 FB2018'SOUTHEAST OF THE W.D. CAUROGN HOUSE, AT THE CORNER OF A PICKET
 FB2018'FENCE ENCLOSING THE HOUSE, 78.0 FEET NORTH OF A 3-INCH ASH TREE,
 FB2018'47.8 FEET NORTHWEST OF A 5-INCH ELM TREE, 20 FEET SOUTHWEST OF
 FB2018'THE CENTERLINE OF OLD PINEY ROAD, AND 4.7 FEET SOUTHEAST OF THE
 FB2018'PICKET-FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB2018'STAMPED LHT 1366 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2020 ***********************************************************************
 FB2020  DESIGNATION -  LHT 1367
 FB2020  PID         -  FB2020
 FB2020  STATE/COUNTY-  TN/BLOUNT
 FB2020  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2020
 FB2020                         *CURRENT SURVEY CONTROL
 FB2020  ___________________________________________________________________
 FB2020* NAD 83(1986)-  35 43 18.     (N)    083 52 33.     (W)     SCALED    
 FB2020* NAVD 88     -       310.49   (+/-2cm)    1018.7    (feet)  VERTCON   
 FB2020  ___________________________________________________________________
 FB2020  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB2020
 FB2020  VERT ORDER  -  ? (See Below)
 FB2020
 FB2020.The horizontal coordinates were scaled from a topographic map and have
 FB2020.an estimated accuracy of +/- 6 seconds.
 FB2020
 FB2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2020.The vertical order pertains to the NGVD 29 superseded value.
 FB2020
 FB2020.The geoid height was determined by GEOID03.
 FB2020
 FB2020;                    North         East    Units  Estimated Accuracy
 FB2020;SPC TN       -   156,120.      792,170.      MT  (+/- 180 meters Scaled)
 FB2020
 FB2020                          SUPERSEDED SURVEY CONTROL
 FB2020
 FB2020  NGVD 29 (??/??/92)  310.600  (m)         1019.03   (f) ADJ UNCH    ?  
 FB2020
 FB2020.Superseded values are not recommended for survey control.
 FB2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2020.See file dsdata.txt to determine how the superseded data were derived.
 FB2020
 FB2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV398568(NAD 83)
 FB2020_MARKER: DD = SURVEY DISK
 FB2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2020_STAMPING: LHT 1367 1939
 FB2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2020+STABILITY: SURFACE MOTION
 FB2020
 FB2020  HISTORY     - Date     Condition        Report By
 FB2020  HISTORY     - 1939     MONUMENTED       TVA
 FB2020
 FB2020                          STATION DESCRIPTION
 FB2020
 FB2020'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2020'2.2 MI NE FROM OLD PINEY CHURCH.
 FB2020'2.2 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2020'THENCE 2.3 MILES NORTHEAST ALONG A COUNTY ROAD (MONTVALE SPRINGS
 FB2020'ROAD), AT LAW CHAPEL, ABOUT 500 FEET NORTH OF LAW CHAPEL SCHOOL, 30
 FB2020'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 46.5 FEET NORTHWEST
 FB2020'OF A 5-INCH SWEET-GUM TREE, 34.9 FEET WEST OF A 16-INCH MAPLE TREE,
 FB2020'AND 2.4 FEET NORTH OF THE NORTHEAST CORNER OF LAW CHAPEL CHURCH.
 FB2020'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1367 1939
 FB2020'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2021 ***********************************************************************
 FB2021  DESIGNATION -  LHT 1368
 FB2021  PID         -  FB2021
 FB2021  STATE/COUNTY-  TN/BLOUNT
 FB2021  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2021
 FB2021                         *CURRENT SURVEY CONTROL
 FB2021  ___________________________________________________________________
 FB2021* NAD 83(1986)-  35 43 54.     (N)    083 52 13.     (W)     SCALED    
 FB2021* NAVD 88     -       293.45   (+/-2cm)     962.8    (feet)  VERTCON   
 FB2021  ___________________________________________________________________
 FB2021  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2021
 FB2021  VERT ORDER  -  ? (See Below)
 FB2021
 FB2021.The horizontal coordinates were scaled from a topographic map and have
 FB2021.an estimated accuracy of +/- 6 seconds.
 FB2021
 FB2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2021.The vertical order pertains to the NGVD 29 superseded value.
 FB2021
 FB2021.The geoid height was determined by GEOID03.
 FB2021
 FB2021;                    North         East    Units  Estimated Accuracy
 FB2021;SPC TN       -   157,240.      792,650.      MT  (+/- 180 meters Scaled)
 FB2021
 FB2021                          SUPERSEDED SURVEY CONTROL
 FB2021
 FB2021  NGVD 29 (??/??/92)  293.566  (m)          963.14   (f) ADJ UNCH    ?  
 FB2021
 FB2021.Superseded values are not recommended for survey control.
 FB2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2021.See file dsdata.txt to determine how the superseded data were derived.
 FB2021
 FB2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV404579(NAD 83)
 FB2021_MARKER: DD = SURVEY DISK
 FB2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2021_STAMPING: LHT 1368 1939
 FB2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2021+STABILITY: SURFACE MOTION
 FB2021
 FB2021  HISTORY     - Date     Condition        Report By
 FB2021  HISTORY     - 1939     MONUMENTED       TVA
 FB2021
 FB2021                          STATION DESCRIPTION
 FB2021
 FB2021'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2021'2.2 MI SW FROM ROCKY BRANCH.
 FB2021'2.2 MILES SOUTHWEST OF ROCKY BRANCH, 0.8 MILE NORTHEAST OF LAW
 FB2021'CHAPEL SCHOOL, AT THE Y-JUNCTION OF THE WALDEN, MARYVILLE AND
 FB2021'OLD PINEY ROADS, AT THE EDGE OF THE GEORGE BORING WOODS, 30
 FB2021'FEET NORTH OF THE ROAD JUNCTION, 10.6 FEET WEST OF A 14-INCH
 FB2021'PINE TREE, 9.4 FEET NORTH OF A 6-INCH ELM TREE, AND 5.5 FEET
 FB2021'SOUTHEAST OF AN 8-INCH BUR-PINE TREE.  A TENNESSEE VALLEY
 FB2021'AUTHORITY STANDARD DISK, STAMPED LHT 1368 1939 AND SET IN THE
 FB2021'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2022 ***********************************************************************
 FB2022  DESIGNATION -  LHT 1369
 FB2022  PID         -  FB2022
 FB2022  STATE/COUNTY-  TN/BLOUNT
 FB2022  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2022
 FB2022                         *CURRENT SURVEY CONTROL
 FB2022  ___________________________________________________________________
 FB2022* NAD 83(1986)-  35 43 51.     (N)    083 51 15.     (W)     SCALED    
 FB2022* NAVD 88     -       328.25   (+/-2cm)    1076.9    (feet)  VERTCON   
 FB2022  ___________________________________________________________________
 FB2022  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB2022
 FB2022  VERT ORDER  -  ? (See Below)
 FB2022
 FB2022.The horizontal coordinates were scaled from a topographic map and have
 FB2022.an estimated accuracy of +/- 6 seconds.
 FB2022
 FB2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2022.The vertical order pertains to the NGVD 29 superseded value.
 FB2022
 FB2022.The geoid height was determined by GEOID03.
 FB2022
 FB2022;                    North         East    Units  Estimated Accuracy
 FB2022;SPC TN       -   157,180.      794,110.      MT  (+/- 180 meters Scaled)
 FB2022
 FB2022                          SUPERSEDED SURVEY CONTROL
 FB2022
 FB2022  NGVD 29 (??/??/92)  328.360  (m)         1077.29   (f) ADJ UNCH    ?  
 FB2022
 FB2022.Superseded values are not recommended for survey control.
 FB2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2022.See file dsdata.txt to determine how the superseded data were derived.
 FB2022
 FB2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418578(NAD 83)
 FB2022_MARKER: DD = SURVEY DISK
 FB2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2022_STAMPING: LHT 1369 1939
 FB2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2022+STABILITY: SURFACE MOTION
 FB2022
 FB2022  HISTORY     - Date     Condition        Report By
 FB2022  HISTORY     - 1939     MONUMENTED       TVA
 FB2022
 FB2022                          STATION DESCRIPTION
 FB2022
 FB2022'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2022'0.9 MI SW FROM ROCKY BRANCH.
 FB2022'0.9 MILE SOUTHWEST ALONG THE ROCKY BRANCH ROAD FROM ROCKY BRANCH,
 FB2022'30 FEET WEST OF THE Y-JUNCTION OF THE ROCKY BRANCH, CRACKERS
 FB2022'NECK, AND MOUNTAIN ROADS, 55 FEET SOUTH OF A PLANK BRIDGE ON THE
 FB2022'CRACKERS NECK ROAD, 50 FEET NORTH OF A FORD OF ROCKY BRANCH
 FB2022'OVER THE MOUNTAIN ROAD, 15 FEET EAST OF ROCKY BRANCH, 52.2 FEET
 FB2022'NORTH OF THE HARRY PAYNE MAIL BOX, 45.8 FEET WEST OF A 3-INCH
 FB2022'SWEET-GUM TREE, AND 9.2 FEET NORTHWEST OF A 2-INCH HICKORY TREE.
 FB2022'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1369
 FB2022'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2023 ***********************************************************************
 FB2023  DESIGNATION -  LHT 1370
 FB2023  PID         -  FB2023
 FB2023  STATE/COUNTY-  TN/BLOUNT
 FB2023  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2023
 FB2023                         *CURRENT SURVEY CONTROL
 FB2023  ___________________________________________________________________
 FB2023* NAD 83(1986)-  35 44 24.     (N)    083 50 25.     (W)     SCALED    
 FB2023* NAVD 88     -       295.31   (+/-2cm)     968.9    (feet)  VERTCON   
 FB2023  ___________________________________________________________________
 FB2023  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB2023
 FB2023  VERT ORDER  -  ? (See Below)
 FB2023
 FB2023.The horizontal coordinates were scaled from a topographic map and have
 FB2023.an estimated accuracy of +/- 6 seconds.
 FB2023
 FB2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2023.The vertical order pertains to the NGVD 29 superseded value.
 FB2023
 FB2023.The geoid height was determined by GEOID03.
 FB2023
 FB2023;                    North         East    Units  Estimated Accuracy
 FB2023;SPC TN       -   158,220.      795,340.      MT  (+/- 180 meters Scaled)
 FB2023
 FB2023                          SUPERSEDED SURVEY CONTROL
 FB2023
 FB2023  NGVD 29 (??/??/92)  295.420  (m)          969.22   (f) ADJ UNCH    ?  
 FB2023
 FB2023.Superseded values are not recommended for survey control.
 FB2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2023.See file dsdata.txt to determine how the superseded data were derived.
 FB2023
 FB2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV431588(NAD 83)
 FB2023_MARKER: DD = SURVEY DISK
 FB2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2023_STAMPING: LHT 1370 1939
 FB2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2023+STABILITY: SURFACE MOTION
 FB2023
 FB2023  HISTORY     - Date     Condition        Report By
 FB2023  HISTORY     - 1939     MONUMENTED       TVA
 FB2023
 FB2023                          STATION DESCRIPTION
 FB2023
 FB2023'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2023'0.6 MI SW FROM MELROSE.
 FB2023'0.6 MILE SOUTHWEST ALONG THE ROCKY BRANCH ROAD FROM MELROSE,
 FB2023'AT ROCKY BRANCH, 100 FEET EAST OF BETHEL CHURCH (NEW), 50 FEET
 FB2023'SOUTHWEST OF A T-ROAD JUNCTION, 70.1 FEET NORTHWEST OF THE
 FB2023'NORTHWEST CORNER OF OLD BETHEL CHURCH, 49.5 FEET SOUTHWEST OF
 FB2023'A 14-INCH MAPLE TREE, AND 42.9 FEET NORTH OF A HOUSE ON THE ED
 FB2023'BURNS LAND.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB2023'LHT 1370 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0073 ***********************************************************************
 FE0073  DESIGNATION -  LHT 1409
 FE0073  PID         -  FE0073
 FE0073  STATE/COUNTY-  TN/BENTON
 FE0073  USGS QUAD   -  ROCKPORT (1987)
 FE0073
 FE0073                         *CURRENT SURVEY CONTROL
 FE0073  ___________________________________________________________________
 FE0073* NAD 83(1986)-  35 56 57.     (N)    088 06 47.     (W)     SCALED    
 FE0073* NAVD 88     -       150.180  (meters)     492.72   (feet)  ADJUSTED  
 FE0073  ___________________________________________________________________
 FE0073  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FE0073  DYNAMIC HT  -         150.052 (meters)     492.30  (feet)  COMP
 FE0073  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 FE0073
 FE0073  VERT ORDER  -  FIRST     CLASS II
 FE0073
 FE0073.The horizontal coordinates were scaled from a topographic map and have
 FE0073.an estimated accuracy of +/- 6 seconds.
 FE0073
 FE0073.The orthometric height was determined by differential leveling
 FE0073.and adjusted by the National Geodetic Survey in June 1991..
 FE0073
 FE0073.The geoid height was determined by GEOID03.
 FE0073
 FE0073.The dynamic height is computed by dividing the NAVD 88
 FE0073.geopotential number by the normal gravity value computed on the
 FE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0073.degrees latitude (g = 980.6199 gals.).
 FE0073
 FE0073.The modeled gravity was interpolated from observed gravity values.
 FE0073
 FE0073;                    North         East    Units  Estimated Accuracy
 FE0073;SPC TN       -   181,330.      409,380.      MT  (+/- 180 meters Scaled)
 FE0073
 FE0073                          SUPERSEDED SURVEY CONTROL
 FE0073
 FE0073  NGVD 29 (??/??/??)  150.205  (m)          492.80   (f) ADJUSTED    1 2
 FE0073
 FE0073.Superseded values are not recommended for survey control.
 FE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0073.See file dsdata.txt to determine how the superseded data were derived.
 FE0073
 FE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE996788(NAD 83)
 FE0073_MARKER: DD = SURVEY DISK
 FE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0073_STAMPING: LHT 1409 1939
 FE0073_MARK LOGO: TVA   
 FE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0073+STABILITY: SURFACE MOTION
 FE0073
 FE0073  HISTORY     - Date     Condition        Report By
 FE0073  HISTORY     - 1939     MONUMENTED       TVA
 FE0073  HISTORY     - 1947     GOOD             CGS
 FE0073  HISTORY     - 1972     GOOD             TVA
 FE0073
 FE0073                          STATION DESCRIPTION
 FE0073
 FE0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0073'8.9 MI S FROM CAMDEN.
 FE0073'ABOUT 8.9 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0073'COURTHOUSE AT CAMDEN, AT THE JUNCTION OF ALLEN MILL ROAD LEADING
 FE0073'SOUTHEAST, IN THE NORTHWEST CORNER OF THE YARD OF A 1-STORY WHITE
 FE0073'FRAME FARMHOUSE EAST OF THE HIGHWAY, 89 FEET NORTHWEST OF THE
 FE0073'NORTHWEST CORNER OF THE HOUSE, 54 FEET EAST OF THE CENTER LINE
 FE0073'OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 FE0073'LEADING SOUTHEAST, 13 FEET NORTH OF A 36-INCH OAK TREE, 12 FEET
 FE0073'NORTHWEST OF A 24-INCH OAK TREE, 2 FEET NORTH OF A WHITE WOODEN
 FE0073'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 FE0073'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- 78.0 FT N 25 W
 FE0073'FROM NW CORNER OF ONE STORY FRAME FARMHOUSE.
 FE0073
 FE0073                          STATION RECOVERY (1972)
 FE0073
 FE0073'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0071 ***********************************************************************
 FE0071  DESIGNATION -  LHT 1410
 FE0071  PID         -  FE0071
 FE0071  STATE/COUNTY-  TN/BENTON
 FE0071  USGS QUAD   -  ROCKPORT (1987)
 FE0071
 FE0071                         *CURRENT SURVEY CONTROL
 FE0071  ___________________________________________________________________
 FE0071* NAD 83(1986)-  35 58 16.     (N)    088 06 30.     (W)     SCALED    
 FE0071* NAVD 88     -       134.166  (meters)     440.18   (feet)  ADJUSTED  
 FE0071  ___________________________________________________________________
 FE0071  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FE0071  DYNAMIC HT  -         134.052 (meters)     439.80  (feet)  COMP
 FE0071  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 FE0071
 FE0071  VERT ORDER  -  FIRST     CLASS II
 FE0071
 FE0071.The horizontal coordinates were scaled from a topographic map and have
 FE0071.an estimated accuracy of +/- 6 seconds.
 FE0071
 FE0071.The orthometric height was determined by differential leveling
 FE0071.and adjusted by the National Geodetic Survey in June 1991..
 FE0071
 FE0071.The geoid height was determined by GEOID03.
 FE0071
 FE0071.The dynamic height is computed by dividing the NAVD 88
 FE0071.geopotential number by the normal gravity value computed on the
 FE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0071.degrees latitude (g = 980.6199 gals.).
 FE0071
 FE0071.The modeled gravity was interpolated from observed gravity values.
 FE0071
 FE0071;                    North         East    Units  Estimated Accuracy
 FE0071;SPC TN       -   183,760.      409,860.      MT  (+/- 180 meters Scaled)
 FE0071
 FE0071                          SUPERSEDED SURVEY CONTROL
 FE0071
 FE0071  NGVD 29 (??/??/??)  134.191  (m)          440.26   (f) ADJUSTED    1 2
 FE0071
 FE0071.Superseded values are not recommended for survey control.
 FE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0071.See file dsdata.txt to determine how the superseded data were derived.
 FE0071
 FE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE000813(NAD 83)
 FE0071_MARKER: DD = SURVEY DISK
 FE0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0071_STAMPING: LHT 1410 1939
 FE0071_MARK LOGO: TVA   
 FE0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0071+STABILITY: SURFACE MOTION
 FE0071
 FE0071  HISTORY     - Date     Condition        Report By
 FE0071  HISTORY     - 1939     MONUMENTED       TVA
 FE0071  HISTORY     - 1947     GOOD             CGS
 FE0071
 FE0071                          STATION DESCRIPTION
 FE0071
 FE0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0071'7 MI S FROM CAMDEN.
 FE0071'ABOUT 7.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0071'COURTHOUSE AT CAMDEN, ABOUT 0.35 MILE SOUTH OF CANTER HILL SCHOOL,
 FE0071'276 FEET SOUTH OF THE SOUTH END OF A WOODEN BRIDGE OVER MOORE
 FE0071'BRANCH, 27 FEET SOUTH OF A NARROW BRIDGE SIGN, 26 FEET SOUTHEAST
 FE0071'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF A 10-INCH
 FE0071'BLAZED TWIN OAK TREE, 11 FEET NORTHWEST OF A 6-INCH BLAZED OAK
 FE0071'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 FE0071'LOWER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0071'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0070 ***********************************************************************
 FE0070  DESIGNATION -  LHT 1411
 FE0070  PID         -  FE0070
 FE0070  STATE/COUNTY-  TN/BENTON
 FE0070  USGS QUAD   -  ROCKPORT (1987)
 FE0070
 FE0070                         *CURRENT SURVEY CONTROL
 FE0070  ___________________________________________________________________
 FE0070* NAD 83(1986)-  35 59 06.     (N)    088 06 13.     (W)     SCALED    
 FE0070* NAVD 88     -       147.840  (meters)     485.04   (feet)  ADJUSTED  
 FE0070  ___________________________________________________________________
 FE0070  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FE0070  DYNAMIC HT  -         147.715 (meters)     484.63  (feet)  COMP
 FE0070  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 FE0070
 FE0070  VERT ORDER  -  FIRST     CLASS II
 FE0070
 FE0070.The horizontal coordinates were scaled from a topographic map and have
 FE0070.an estimated accuracy of +/- 6 seconds.
 FE0070
 FE0070.The orthometric height was determined by differential leveling
 FE0070.and adjusted by the National Geodetic Survey in June 1991..
 FE0070
 FE0070.The geoid height was determined by GEOID03.
 FE0070
 FE0070.The dynamic height is computed by dividing the NAVD 88
 FE0070.geopotential number by the normal gravity value computed on the
 FE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0070.degrees latitude (g = 980.6199 gals.).
 FE0070
 FE0070.The modeled gravity was interpolated from observed gravity values.
 FE0070
 FE0070;                    North         East    Units  Estimated Accuracy
 FE0070;SPC TN       -   185,290.      410,320.      MT  (+/- 180 meters Scaled)
 FE0070
 FE0070                          SUPERSEDED SURVEY CONTROL
 FE0070
 FE0070  NGVD 29 (??/??/??)  147.866  (m)          485.12   (f) ADJUSTED    1 2
 FE0070
 FE0070.Superseded values are not recommended for survey control.
 FE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0070.See file dsdata.txt to determine how the superseded data were derived.
 FE0070
 FE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE005828(NAD 83)
 FE0070_MARKER: DD = SURVEY DISK
 FE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0070_STAMPING: LHT 1411 1939
 FE0070_MARK LOGO: TVA   
 FE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0070+STABILITY: SURFACE MOTION
 FE0070
 FE0070  HISTORY     - Date     Condition        Report By
 FE0070  HISTORY     - 1939     MONUMENTED       TVA
 FE0070  HISTORY     - 1947     GOOD             CGS
 FE0070
 FE0070                          STATION DESCRIPTION
 FE0070
 FE0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0070'6 MI S FROM CAMDEN.
 FE0070'ABOUT 6.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0070'COURTHOUSE AT CAMDEN, ABOUT 0.6 MILE NORTH OF CANTER HILL SCHOOL,
 FE0070'113 FEET NORTHEAST OF THE NORTH CORNER OF JOHNSONS GENERAL STORE,
 FE0070'45 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST
 FE0070'OF AN 8-INCH BLAZED OAK TREE, 27 FEET SOUTH OF A POWER POLE, 2
 FE0070'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT HIGHER
 FE0070'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0070'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0256 ***********************************************************************
 GD0256  DESIGNATION -  LHT 1414
 GD0256  PID         -  GD0256
 GD0256  STATE/COUNTY-  TN/BENTON
 GD0256  USGS QUAD   -  CAMDEN (1984)
 GD0256
 GD0256                         *CURRENT SURVEY CONTROL
 GD0256  ___________________________________________________________________
 GD0256* NAD 83(1986)-  36 02 01.     (N)    088 06 44.     (W)     SCALED    
 GD0256* NAVD 88     -       145.678  (meters)     477.95   (feet)  ADJUSTED  
 GD0256  ___________________________________________________________________
 GD0256  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0256  DYNAMIC HT  -         145.556 (meters)     477.55  (feet)  COMP
 GD0256  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GD0256
 GD0256  VERT ORDER  -  FIRST     CLASS II
 GD0256
 GD0256.The horizontal coordinates were scaled from a topographic map and have
 GD0256.an estimated accuracy of +/- 6 seconds.
 GD0256
 GD0256.The orthometric height was determined by differential leveling
 GD0256.and adjusted by the National Geodetic Survey in June 1991..
 GD0256
 GD0256.The geoid height was determined by GEOID03.
 GD0256
 GD0256.The dynamic height is computed by dividing the NAVD 88
 GD0256.geopotential number by the normal gravity value computed on the
 GD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0256.degrees latitude (g = 980.6199 gals.).
 GD0256
 GD0256.The modeled gravity was interpolated from observed gravity values.
 GD0256
 GD0256;                    North         East    Units  Estimated Accuracy
 GD0256;SPC TN       -   190,700.      409,660.      MT  (+/- 180 meters Scaled)
 GD0256
 GD0256                          SUPERSEDED SURVEY CONTROL
 GD0256
 GD0256  NGVD 29 (??/??/??)  145.706  (m)          478.04   (f) ADJUSTED    1 2
 GD0256
 GD0256.Superseded values are not recommended for survey control.
 GD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0256.See file dsdata.txt to determine how the superseded data were derived.
 GD0256
 GD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE997882(NAD 83)
 GD0256_MARKER: DD = SURVEY DISK
 GD0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0256_STAMPING: LHT 1414 1939
 GD0256_MARK LOGO: TVA   
 GD0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0256+STABILITY: SURFACE MOTION
 GD0256
 GD0256  HISTORY     - Date     Condition        Report By
 GD0256  HISTORY     - 1939     MONUMENTED       TVA
 GD0256  HISTORY     - 1969     GOOD             CGS
 GD0256
 GD0256                          STATION DESCRIPTION
 GD0256
 GD0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0256'2.2 MI S FROM CAMDEN.
 GD0256'THE MARK IS ABOUT 2.2 MILES SOUTH ALONG STATE ROUTE 69 FROM THE
 GD0256'SOUTHWEST CORNER OF THE BENTON COUNTY COURTHOUSE SQUARE IN
 GD0256'CAMDEN ALONG THE EAST RIGHT-OF-WAY.  IT IS 223 FEET NORTHWEST OF
 GD0256'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 90 FEET EAST AND
 GD0256'ACROSS STATE ROUTE 69 FROM THE NORTHEAST CORNER OF A SMALL FRAME
 GD0256'HOUSE, 66 FEET NORTH OF AN 18-INCH OVERCUP OAK TREE, 34 FEET EAST
 GD0256'OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 17 FEET SOUTH OF A
 GD0256'UTILITY POLE, 12 FEET SOUTHWEST OF A 24-INCH POST OAK AT A
 GD0256'SOUTHWEST FENCE CORNER, AND 0.5 OF A FOOT NORTH OF A METAL
 GD0256'WITNESS POST AND SIGN.  IT IS A STANDARD T.V.A. BRONZE DISK SET
 GD0256'IN THE TOP OF A 6-INCH, SQUARE, REINFORCED CONCRETE POST THAT
 GD0256'PROJECTS 4 INCHES AND THE DISK IS STAMPED LTH 1414 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0103 ***********************************************************************
 FE0103  DESIGNATION -  LHT 1453
 FE0103  PID         -  FE0103
 FE0103  STATE/COUNTY-  TN/DECATUR
 FE0103  USGS QUAD   -  JEANNETTE (1986)
 FE0103
 FE0103                         *CURRENT SURVEY CONTROL
 FE0103  ___________________________________________________________________
 FE0103* NAD 83(1986)-  35 43 49.     (N)    088 06 20.     (W)     SCALED    
 FE0103* NAVD 88     -       160.799  (meters)     527.55   (feet)  ADJUSTED  
 FE0103  ___________________________________________________________________
 FE0103  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0103  DYNAMIC HT  -         160.660 (meters)     527.10  (feet)  COMP
 FE0103  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FE0103
 FE0103  VERT ORDER  -  FIRST     CLASS II
 FE0103
 FE0103.The horizontal coordinates were scaled from a topographic map and have
 FE0103.an estimated accuracy of +/- 6 seconds.
 FE0103
 FE0103.The orthometric height was determined by differential leveling
 FE0103.and adjusted by the National Geodetic Survey in June 1991..
 FE0103
 FE0103.The geoid height was determined by GEOID03.
 FE0103
 FE0103.The dynamic height is computed by dividing the NAVD 88
 FE0103.geopotential number by the normal gravity value computed on the
 FE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0103.degrees latitude (g = 980.6199 gals.).
 FE0103
 FE0103.The modeled gravity was interpolated from observed gravity values.
 FE0103
 FE0103;                    North         East    Units  Estimated Accuracy
 FE0103;SPC TN       -   157,040.      409,540.      MT  (+/- 180 meters Scaled)
 FE0103
 FE0103                          SUPERSEDED SURVEY CONTROL
 FE0103
 FE0103  NGVD 29 (??/??/??)  160.816  (m)          527.61   (f) ADJUSTED    1 2
 FE0103
 FE0103.Superseded values are not recommended for survey control.
 FE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0103.See file dsdata.txt to determine how the superseded data were derived.
 FE0103
 FE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE000545(NAD 83)
 FE0103_MARKER: DD = SURVEY DISK
 FE0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0103_STAMPING: LHT 1453 1939
 FE0103_MARK LOGO: TVA   
 FE0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0103+STABILITY: SURFACE MOTION
 FE0103
 FE0103  HISTORY     - Date     Condition        Report By
 FE0103  HISTORY     - 1939     MONUMENTED       TVA
 FE0103  HISTORY     - 1947     GOOD             CGS
 FE0103
 FE0103                          STATION DESCRIPTION
 FE0103
 FE0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0103'6.3 MI N FROM PARSONS.
 FE0103'ABOUT 6.3 MILES NORTH ALONG THE STATE HIGHWAY 69 FROM THE
 FE0103'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0103'ABOUT 0.85 MILE SOUTH OF THE STORE AT JEANNETTE, AT THE ABANDONED
 FE0103'ROCK HILL SCHOOL, 171 FEET NORTHEAST OF THE JUNCTION OF A ROAD
 FE0103'LEADING SOUTHWEST, 96 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FE0103'OLD SCHOOL BUILDING, 63 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 FE0103'MOORE CHAPEL CEMETERY, 33 FEET SOUTHEAST OF THE CENTER LINE OF
 FE0103'THE HIGHWAY, 45 FEET NORTH OF A 16-INCH BLAZED HICKORY TREE,
 FE0103'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 FE0103'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0103'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0100 ***********************************************************************
 FE0100  DESIGNATION -  LHT 1454
 FE0100  PID         -  FE0100
 FE0100  STATE/COUNTY-  TN/DECATUR
 FE0100  USGS QUAD   -  SUGAR TREE (1986)
 FE0100
 FE0100                         *CURRENT SURVEY CONTROL
 FE0100  ___________________________________________________________________
 FE0100* NAD 83(1986)-  35 45 21.     (N)    088 04 46.     (W)     SCALED    
 FE0100* NAVD 88     -       118.842  (meters)     389.90   (feet)  ADJUSTED  
 FE0100  ___________________________________________________________________
 FE0100  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0100  DYNAMIC HT  -         118.740 (meters)     389.57  (feet)  COMP
 FE0100  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 FE0100
 FE0100  VERT ORDER  -  FIRST     CLASS II
 FE0100
 FE0100.The horizontal coordinates were scaled from a topographic map and have
 FE0100.an estimated accuracy of +/- 6 seconds.
 FE0100
 FE0100.The orthometric height was determined by differential leveling
 FE0100.and adjusted by the National Geodetic Survey in June 1991..
 FE0100
 FE0100.The geoid height was determined by GEOID03.
 FE0100
 FE0100.The dynamic height is computed by dividing the NAVD 88
 FE0100.geopotential number by the normal gravity value computed on the
 FE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0100.degrees latitude (g = 980.6199 gals.).
 FE0100
 FE0100.The modeled gravity was interpolated from observed gravity values.
 FE0100
 FE0100;                    North         East    Units  Estimated Accuracy
 FE0100;SPC TN       -   159,820.      411,960.      MT  (+/- 180 meters Scaled)
 FE0100
 FE0100                          SUPERSEDED SURVEY CONTROL
 FE0100
 FE0100  NGVD 29 (??/??/??)  118.861  (m)          389.96   (f) ADJUSTED    1 2
 FE0100
 FE0100.Superseded values are not recommended for survey control.
 FE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0100.See file dsdata.txt to determine how the superseded data were derived.
 FE0100
 FE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE024574(NAD 83)
 FE0100_MARKER: DD = SURVEY DISK
 FE0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0100_STAMPING: LHT 1454 1939
 FE0100_MARK LOGO: TVA   
 FE0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0100+STABILITY: SURFACE MOTION
 FE0100
 FE0100  HISTORY     - Date     Condition        Report By
 FE0100  HISTORY     - 1939     MONUMENTED       TVA
 FE0100  HISTORY     - 1947     GOOD             CGS
 FE0100  HISTORY     - 1972     GOOD             TVA
 FE0100
 FE0100                          STATION DESCRIPTION
 FE0100
 FE0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0100'8.8 MI N FROM PARSONS.
 FE0100'ABOUT 8.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0100'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0100'ABOUT 1.6 MILES NORTHEAST OF THE STORE AT JEANNETTE, ABOUT
 FE0100'1/2 MILE EAST OF A TURN WITH TANGENTS LEADING SOUTH AND EAST
 FE0100'AND THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, ABOUT 0.1
 FE0100'MILE EAST OF A SINGLE-SPAN STEEL TRUSS BRIDGE OVER LITTLE
 FE0100'LICK CREEK, IN THE SOUTHEAST CORNER OF A FIELD, AT THE JUNCTION
 FE0100'OF A DRIVEWAY LEADING NORTH TO A 1-STORY FRAME FARMHOUSE, 218 FEET
 FE0100'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 56 FEET WEST OF
 FE0100'THE CENTER LINE OF THE DRIVEWAY, 24 FEET NORTH OF THE CENTER
 FE0100'LINE OF THE HIGHWAY, 4 FEET EAST OF A CORNER FENCE POST, 2 FEET
 FE0100'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN
 FE0100'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0100'4 INCHES.  NOTE-- 50 FT W OF CENTERLINE OF THE DRIVEWAY, 26 FT
 FE0100'N OF CENTERLINE OF THE HIGHWAY, 5 FT NE OF A CORNER FENCE POST.
 FE0100'TVA POST AND SIGN SET AT MARKER.
 FE0100
 FE0100                          STATION RECOVERY (1972)
 FE0100
 FE0100'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0099 ***********************************************************************
 FE0099  DESIGNATION -  LHT 1455
 FE0099  PID         -  FE0099
 FE0099  STATE/COUNTY-  TN/DECATUR
 FE0099  USGS QUAD   -  SUGAR TREE (1986)
 FE0099
 FE0099                         *CURRENT SURVEY CONTROL
 FE0099  ___________________________________________________________________
 FE0099* NAD 83(1986)-  35 45 31.     (N)    088 04 07.     (W)     SCALED    
 FE0099* NAVD 88     -       157.184  (meters)     515.69   (feet)  ADJUSTED  
 FE0099  ___________________________________________________________________
 FE0099  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0099  DYNAMIC HT  -         157.048 (meters)     515.25  (feet)  COMP
 FE0099  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 FE0099
 FE0099  VERT ORDER  -  FIRST     CLASS II
 FE0099
 FE0099.The horizontal coordinates were scaled from a topographic map and have
 FE0099.an estimated accuracy of +/- 6 seconds.
 FE0099
 FE0099.The orthometric height was determined by differential leveling
 FE0099.and adjusted by the National Geodetic Survey in June 1991..
 FE0099
 FE0099.The geoid height was determined by GEOID03.
 FE0099
 FE0099.The dynamic height is computed by dividing the NAVD 88
 FE0099.geopotential number by the normal gravity value computed on the
 FE0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0099.degrees latitude (g = 980.6199 gals.).
 FE0099
 FE0099.The modeled gravity was interpolated from observed gravity values.
 FE0099
 FE0099;                    North         East    Units  Estimated Accuracy
 FE0099;SPC TN       -   160,110.      412,940.      MT  (+/- 180 meters Scaled)
 FE0099
 FE0099                          SUPERSEDED SURVEY CONTROL
 FE0099
 FE0099  NGVD 29 (??/??/??)  157.203  (m)          515.76   (f) ADJUSTED    1 2
 FE0099
 FE0099.Superseded values are not recommended for survey control.
 FE0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0099.See file dsdata.txt to determine how the superseded data were derived.
 FE0099
 FE0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE033577(NAD 83)
 FE0099_MARKER: DD = SURVEY DISK
 FE0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0099_STAMPING: LHT 1455 1939
 FE0099_MARK LOGO: TVA   
 FE0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0099+STABILITY: SURFACE MOTION
 FE0099
 FE0099  HISTORY     - Date     Condition        Report By
 FE0099  HISTORY     - 1939     MONUMENTED       TVA
 FE0099  HISTORY     - 1947     GOOD             CGS
 FE0099  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0099
 FE0099                          STATION DESCRIPTION
 FE0099
 FE0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0099'9.5 MI N FROM PARSONS.
 FE0099'ABOUT 9.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0099'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0099'AT THE LOCALITY LOCALLY KNOWN AS COZETTE, AT A TURN IN THE
 FE0099'HIGHWAY WITH TANGENTS LEADING NORTH AND WEST AND THE JUNCTION
 FE0099'OF GRAVEL ROADS LEADING SOUTH AND EAST, ABOUT 250 FEET NORTH OF
 FE0099'THE CENTER OF THE ROAD INTERSECTION, 102 FEET NORTHWEST ACROSS
 FE0099'THE HIGHWAY FROM THE NORTHWEST CORNER OF A SMALL IMITATION BRICK
 FE0099'BUILDING, IN THE YARD OF THE CLYDE MILLER RESIDENCE, 44 FEET
 FE0099'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 21 FEET WEST
 FE0099'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE
 FE0099'WOODEN WITNESS POST ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 FE0099'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- GROUND
 FE0099'HAS BEEN COVERED WITH CRUSHED LIMESTONE ROCK AND USED FOR PARKING,
 FE0099'HOUSE THAT MONUMENT WAS REFERRED TO IS GONE.
 FE0099
 FE0099                          STATION RECOVERY (1972)
 FE0099
 FE0099'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0109 ***********************************************************************
 FE0109  DESIGNATION -  LHT 1457
 FE0109  PID         -  FE0109
 FE0109  STATE/COUNTY-  TN/DECATUR
 FE0109  USGS QUAD   -  JEANNETTE (1986)
 FE0109
 FE0109                         *CURRENT SURVEY CONTROL
 FE0109  ___________________________________________________________________
 FE0109* NAD 83(1986)-  35 39 34.     (N)    088 07 08.     (W)     SCALED    
 FE0109* NAVD 88     -       171.989  (meters)     564.27   (feet)  ADJUSTED  
 FE0109  ___________________________________________________________________
 FE0109  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0109  DYNAMIC HT  -         171.838 (meters)     563.77  (feet)  COMP
 FE0109  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FE0109
 FE0109  VERT ORDER  -  FIRST     CLASS II
 FE0109
 FE0109.The horizontal coordinates were scaled from a topographic map and have
 FE0109.an estimated accuracy of +/- 6 seconds.
 FE0109
 FE0109.The orthometric height was determined by differential leveling
 FE0109.and adjusted by the National Geodetic Survey in June 1991..
 FE0109
 FE0109.The geoid height was determined by GEOID03.
 FE0109
 FE0109.The dynamic height is computed by dividing the NAVD 88
 FE0109.geopotential number by the normal gravity value computed on the
 FE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0109.degrees latitude (g = 980.6199 gals.).
 FE0109
 FE0109.The modeled gravity was interpolated from observed gravity values.
 FE0109
 FE0109;                    North         East    Units  Estimated Accuracy
 FE0109;SPC TN       -   149,210.      408,160.      MT  (+/- 180 meters Scaled)
 FE0109
 FE0109                          SUPERSEDED SURVEY CONTROL
 FE0109
 FE0109  NGVD 29 (??/??/??)  172.003  (m)          564.31   (f) ADJUSTED    1 2
 FE0109
 FE0109.Superseded values are not recommended for survey control.
 FE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0109.See file dsdata.txt to determine how the superseded data were derived.
 FE0109
 FE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE987467(NAD 83)
 FE0109_MARKER: DD = SURVEY DISK
 FE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0109_STAMPING: LHT 1457 1939
 FE0109_MARK LOGO: TVA   
 FE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0109+STABILITY: SURFACE MOTION
 FE0109
 FE0109  HISTORY     - Date     Condition        Report By
 FE0109  HISTORY     - 1939     MONUMENTED       TVA
 FE0109  HISTORY     - 1947     GOOD             CGS
 FE0109
 FE0109                          STATION DESCRIPTION
 FE0109
 FE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0109'0.6 MI N FROM PARSONS.
 FE0109'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0109'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, ABOUT
 FE0109'0.9 MILE NORTHWEST OF THE COLWICK HOTEL, ABOUT 0.4 MILE NORTH
 FE0109'OF THE CITY LIMIT SIGN, ABOUT 100 YARDS SOUTH OF THE JUNCTION
 FE0109'OF A GRAVEL ROAD LEADING EAST, 84 FEET NORTHEAST OF THE NORTHEAST
 FE0109'CORNER OF A 1-STORY FRAME FARMHOUSE, 84 FEET SOUTHEAST OF THE
 FE0109'SOUTHEAST CORNER OF A BARN, 49 FEET WEST OF THE CENTER LINE OF
 FE0109'THE HIGHWAY, 9 FEET NORTHWEST OF A 24-INCH OAK TREE, 2 FEET
 FE0109'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2-1/2 FEET HIGHER
 FE0109'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0109'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0107 ***********************************************************************
 FE0107  DESIGNATION -  LHT 1458
 FE0107  PID         -  FE0107
 FE0107  STATE/COUNTY-  TN/DECATUR
 FE0107  USGS QUAD   -  JEANNETTE (1986)
 FE0107
 FE0107                         *CURRENT SURVEY CONTROL
 FE0107  ___________________________________________________________________
 FE0107* NAD 83(1986)-  35 40 51.     (N)    088 06 55.     (W)     SCALED    
 FE0107* NAVD 88     -       157.653  (meters)     517.23   (feet)  ADJUSTED  
 FE0107  ___________________________________________________________________
 FE0107  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0107  DYNAMIC HT  -         157.515 (meters)     516.78  (feet)  COMP
 FE0107  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 FE0107
 FE0107  VERT ORDER  -  FIRST     CLASS II
 FE0107
 FE0107.The horizontal coordinates were scaled from a topographic map and have
 FE0107.an estimated accuracy of +/- 6 seconds.
 FE0107
 FE0107.The orthometric height was determined by differential leveling
 FE0107.and adjusted by the National Geodetic Survey in June 1991..
 FE0107
 FE0107.The geoid height was determined by GEOID03.
 FE0107
 FE0107.The dynamic height is computed by dividing the NAVD 88
 FE0107.geopotential number by the normal gravity value computed on the
 FE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0107.degrees latitude (g = 980.6199 gals.).
 FE0107
 FE0107.The modeled gravity was interpolated from observed gravity values.
 FE0107
 FE0107;                    North         East    Units  Estimated Accuracy
 FE0107;SPC TN       -   151,570.      408,540.      MT  (+/- 180 meters Scaled)
 FE0107
 FE0107                          SUPERSEDED SURVEY CONTROL
 FE0107
 FE0107  NGVD 29 (??/??/??)  157.669  (m)          517.29   (f) ADJUSTED    1 2
 FE0107
 FE0107.Superseded values are not recommended for survey control.
 FE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0107.See file dsdata.txt to determine how the superseded data were derived.
 FE0107
 FE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE990491(NAD 83)
 FE0107_MARKER: DD = SURVEY DISK
 FE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0107_STAMPING: LHT 1458 1939
 FE0107_MARK LOGO: TVA   
 FE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0107+STABILITY: SURFACE MOTION
 FE0107
 FE0107  HISTORY     - Date     Condition        Report By
 FE0107  HISTORY     - 1939     MONUMENTED       TVA
 FE0107  HISTORY     - 1947     GOOD             CGS
 FE0107
 FE0107                          STATION DESCRIPTION
 FE0107
 FE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0107'2.3 MI N FROM PARSONS.
 FE0107'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0107'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0107'ABOUT 0.1 MILE SOUTH OF THE CROSSROADS BAPTIST CHURCH AND
 FE0107'CEMETERY, 255 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE0107'FENCE AROUND THE CEMETERY, 173 FEET WEST OF THE SOUTHWEST
 FE0107'CORNER OF MOUNT JOY SCHOOL, 30 FEET EAST OF THE CENTER LINE
 FE0107'OF THE HIGHWAY, 50 FEET NORTH OF A POWER POLE, 2 FEET SOUTH
 FE0107'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 FE0107'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0107'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0105 ***********************************************************************
 FE0105  DESIGNATION -  LHT 1459
 FE0105  PID         -  FE0105
 FE0105  STATE/COUNTY-  TN/DECATUR
 FE0105  USGS QUAD   -  JEANNETTE (1986)
 FE0105
 FE0105                         *CURRENT SURVEY CONTROL
 FE0105  ___________________________________________________________________
 FE0105* NAD 83(1986)-  35 42 00.     (N)    088 06 11.     (W)     SCALED    
 FE0105* NAVD 88     -       181.598  (meters)     595.79   (feet)  ADJUSTED  
 FE0105  ___________________________________________________________________
 FE0105  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0105  DYNAMIC HT  -         181.441 (meters)     595.28  (feet)  COMP
 FE0105  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 FE0105
 FE0105  VERT ORDER  -  FIRST     CLASS II
 FE0105
 FE0105.The horizontal coordinates were scaled from a topographic map and have
 FE0105.an estimated accuracy of +/- 6 seconds.
 FE0105
 FE0105.The orthometric height was determined by differential leveling
 FE0105.and adjusted by the National Geodetic Survey in June 1991..
 FE0105
 FE0105.The geoid height was determined by GEOID03.
 FE0105
 FE0105.The dynamic height is computed by dividing the NAVD 88
 FE0105.geopotential number by the normal gravity value computed on the
 FE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0105.degrees latitude (g = 980.6199 gals.).
 FE0105
 FE0105.The modeled gravity was interpolated from observed gravity values.
 FE0105
 FE0105;                    North         East    Units  Estimated Accuracy
 FE0105;SPC TN       -   153,680.      409,690.      MT  (+/- 180 meters Scaled)
 FE0105
 FE0105                          SUPERSEDED SURVEY CONTROL
 FE0105
 FE0105  NGVD 29 (??/??/??)  181.615  (m)          595.85   (f) ADJUSTED    1 2
 FE0105
 FE0105.Superseded values are not recommended for survey control.
 FE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0105.See file dsdata.txt to determine how the superseded data were derived.
 FE0105
 FE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE002512(NAD 83)
 FE0105_MARKER: DD = SURVEY DISK
 FE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0105_STAMPING: LHT 1459 1939
 FE0105_MARK LOGO: TVA   
 FE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0105+STABILITY: SURFACE MOTION
 FE0105
 FE0105  HISTORY     - Date     Condition        Report By
 FE0105  HISTORY     - 1939     MONUMENTED       TVA
 FE0105  HISTORY     - 1947     GOOD             CGS
 FE0105
 FE0105                          STATION DESCRIPTION
 FE0105
 FE0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0105'4 MI N FROM PARSONS.
 FE0105'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0105'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0105'153 FEET NORTH OF THE NORTHWEST CORNER OF MOUNT OAK SCHOOL,
 FE0105'54 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST DRIVEWAY
 FE0105'LEADING TO THE SCHOOL, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 FE0105'THE HIGHWAY, 38 FEET NORTHEAST OF A 16-INCH OAK TREE, 2 FEET
 FE0105'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER
 FE0105'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0105'ABOUT 4 INCHES.  NOTE-- IN APRIL 1947, THE TOP OF THE POST WAS
 FE0105'BADLY CHIPPED BUT THE POST AND DISK WERE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0104 ***********************************************************************
 FE0104  DESIGNATION -  LHT 1460
 FE0104  PID         -  FE0104
 FE0104  STATE/COUNTY-  TN/DECATUR
 FE0104  USGS QUAD   -  JEANNETTE (1986)
 FE0104
 FE0104                         *CURRENT SURVEY CONTROL
 FE0104  ___________________________________________________________________
 FE0104* NAD 83(1986)-  35 42 42.     (N)    088 06 24.     (W)     SCALED    
 FE0104* NAVD 88     -       129.229  (meters)     423.98   (feet)  ADJUSTED  
 FE0104  ___________________________________________________________________
 FE0104  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0104  DYNAMIC HT  -         129.117 (meters)     423.61  (feet)  COMP
 FE0104  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 FE0104
 FE0104  VERT ORDER  -  FIRST     CLASS II
 FE0104
 FE0104.The horizontal coordinates were scaled from a topographic map and have
 FE0104.an estimated accuracy of +/- 6 seconds.
 FE0104
 FE0104.The orthometric height was determined by differential leveling
 FE0104.and adjusted by the National Geodetic Survey in June 1991..
 FE0104
 FE0104.The geoid height was determined by GEOID03.
 FE0104
 FE0104.The dynamic height is computed by dividing the NAVD 88
 FE0104.geopotential number by the normal gravity value computed on the
 FE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0104.degrees latitude (g = 980.6199 gals.).
 FE0104
 FE0104.The modeled gravity was interpolated from observed gravity values.
 FE0104
 FE0104;                    North         East    Units  Estimated Accuracy
 FE0104;SPC TN       -   154,980.      409,390.      MT  (+/- 180 meters Scaled)
 FE0104
 FE0104                          SUPERSEDED SURVEY CONTROL
 FE0104
 FE0104  NGVD 29 (??/??/??)  129.246  (m)          424.03   (f) ADJUSTED    1 2
 FE0104
 FE0104.Superseded values are not recommended for survey control.
 FE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0104.See file dsdata.txt to determine how the superseded data were derived.
 FE0104
 FE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE998525(NAD 83)
 FE0104_MARKER: DD = SURVEY DISK
 FE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0104_STAMPING: LHT 1460 1939
 FE0104_MARK LOGO: TVA   
 FE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0104+STABILITY: SURFACE MOTION
 FE0104
 FE0104  HISTORY     - Date     Condition        Report By
 FE0104  HISTORY     - 1939     MONUMENTED       TVA
 FE0104  HISTORY     - 1947     GOOD             CGS
 FE0104
 FE0104                          STATION DESCRIPTION
 FE0104
 FE0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0104'5 MI N FROM PARSONS.
 FE0104'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0104'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, ABOUT
 FE0104'2.2 MILES SOUTH OF THE STORE AT JEANNETTE, ABOUT 0.3 MILE SOUTH
 FE0104'OF THE BRIDGE OVER CUB CREEK, ABOUT 0.1 MILE NORTHEAST OF THE
 FE0104'JUNCTION OF A ROAD LEADING SOUTHWEST, IN THE EDGE OF A PRIVATE
 FE0104'CEMETERY, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 FE0104'FRAME FARMHOUSE, 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE0104'GARAGE, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 FE0104'NORTHEAST OF THE HEAD STONE OF THE W.B. DODSON GRAVE, 7 FEET
 FE0104'NORTHWEST OF A 42-INCH TREE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY,
 FE0104'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1036 ***********************************************************************
 FD1036  DESIGNATION -  LHT 1468
 FD1036  PID         -  FD1036
 FD1036  STATE/COUNTY-  TN/PERRY
 FD1036  USGS QUAD   -  CLIFTON (1972)
 FD1036
 FD1036                         *CURRENT SURVEY CONTROL
 FD1036  ___________________________________________________________________
 FD1036* NAD 83(1986)-  35 28 14.     (N)    087 57 19.     (W)     SCALED    
 FD1036* NAVD 88     -       124.108  (meters)     407.18   (feet)  ADJUSTED  
 FD1036  ___________________________________________________________________
 FD1036  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1036  DYNAMIC HT  -         123.994 (meters)     406.80  (feet)  COMP
 FD1036  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FD1036
 FD1036  VERT ORDER  -  FIRST     CLASS II
 FD1036
 FD1036.The horizontal coordinates were scaled from a topographic map and have
 FD1036.an estimated accuracy of +/- 6 seconds.
 FD1036
 FD1036.The orthometric height was determined by differential leveling
 FD1036.and adjusted by the National Geodetic Survey in June 1991..
 FD1036
 FD1036.The geoid height was determined by GEOID03.
 FD1036
 FD1036.The dynamic height is computed by dividing the NAVD 88
 FD1036.geopotential number by the normal gravity value computed on the
 FD1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1036.degrees latitude (g = 980.6199 gals.).
 FD1036
 FD1036.The modeled gravity was interpolated from observed gravity values.
 FD1036
 FD1036;                    North         East    Units  Estimated Accuracy
 FD1036;SPC TN       -   127,950.      422,550.      MT  (+/- 180 meters Scaled)
 FD1036
 FD1036                          SUPERSEDED SURVEY CONTROL
 FD1036
 FD1036  NGVD 29 (??/??/92)  124.116  (m)          407.20   (f) ADJ UNCH    1 2
 FD1036
 FD1036.Superseded values are not recommended for survey control.
 FD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1036.See file dsdata.txt to determine how the superseded data were derived.
 FD1036
 FD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE133256(NAD 83)
 FD1036_MARKER: DD = SURVEY DISK
 FD1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1036_STAMPING: LHT 1468 1939
 FD1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1036+STABILITY: SURFACE MOTION
 FD1036
 FD1036  HISTORY     - Date     Condition        Report By
 FD1036  HISTORY     - 1939     MONUMENTED       TVA
 FD1036  HISTORY     - 1950     GOOD             NGS
 FD1036
 FD1036                          STATION DESCRIPTION
 FD1036
 FD1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1036'8.4 MI NE FROM CLIFTON.
 FD1036'IN PERRY COUNTY, 8.4 MILES NORTHEAST ALONG THE LINDEN ROAD FROM
 FD1036'THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, AT ANTIOCH METHODIST
 FD1036'CHURCH, 104 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 FD1036'44 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 73 FEET EAST OF
 FD1036'THE SOUTHEAST CORNER OF A 12-FOOT WOODEN BRIDGE ON THE ROAD, 33
 FD1036'FEET NORTH OF A TRIANGULAR-BLAZED 16-INCH TREE, 2 FEET NORTHEAST
 FD1036'OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL POST, AND
 FD1036'LEVEL WITH THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FD1036'DISK, STAMPED LHT 1468 1939 AND SET IN THE TOP OF A CONCRETE
 FD1036'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1037 ***********************************************************************
 FD1037  DESIGNATION -  LHT 1469
 FD1037  PID         -  FD1037
 FD1037  STATE/COUNTY-  TN/PERRY
 FD1037  USGS QUAD   -  CLIFTON (1972)
 FD1037
 FD1037                         *CURRENT SURVEY CONTROL
 FD1037  ___________________________________________________________________
 FD1037* NAD 83(1986)-  35 27 51.     (N)    087 57 50.     (W)     SCALED    
 FD1037* NAVD 88     -       138.435  (meters)     454.18   (feet)  ADJUSTED  
 FD1037  ___________________________________________________________________
 FD1037  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1037  DYNAMIC HT  -         138.308 (meters)     453.77  (feet)  COMP
 FD1037  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FD1037
 FD1037  VERT ORDER  -  FIRST     CLASS II
 FD1037
 FD1037.The horizontal coordinates were scaled from a topographic map and have
 FD1037.an estimated accuracy of +/- 6 seconds.
 FD1037
 FD1037.The orthometric height was determined by differential leveling
 FD1037.and adjusted by the National Geodetic Survey in June 1991..
 FD1037
 FD1037.The geoid height was determined by GEOID03.
 FD1037
 FD1037.The dynamic height is computed by dividing the NAVD 88
 FD1037.geopotential number by the normal gravity value computed on the
 FD1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1037.degrees latitude (g = 980.6199 gals.).
 FD1037
 FD1037.The modeled gravity was interpolated from observed gravity values.
 FD1037
 FD1037;                    North         East    Units  Estimated Accuracy
 FD1037;SPC TN       -   127,250.      421,760.      MT  (+/- 180 meters Scaled)
 FD1037
 FD1037                          SUPERSEDED SURVEY CONTROL
 FD1037
 FD1037  NGVD 29 (??/??/92)  138.443  (m)          454.21   (f) ADJ UNCH    1 2
 FD1037
 FD1037.Superseded values are not recommended for survey control.
 FD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1037.See file dsdata.txt to determine how the superseded data were derived.
 FD1037
 FD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE125249(NAD 83)
 FD1037_MARKER: DD = SURVEY DISK
 FD1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1037_STAMPING: LHT 1469 1939
 FD1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1037+STABILITY: SURFACE MOTION
 FD1037
 FD1037  HISTORY     - Date     Condition        Report By
 FD1037  HISTORY     - 1939     MONUMENTED       TVA
 FD1037  HISTORY     - 1950     GOOD             NGS
 FD1037
 FD1037                          STATION DESCRIPTION
 FD1037
 FD1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1037'7.6 MI NE FROM CLIFTON.
 FD1037'IN PERRY COUNTY, 7.6 MILES NORTHEAST ALONG THE LINDEN ROAD FROM
 FD1037'THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.8 MILE SOUTHWEST
 FD1037'OF THE ANTIOCH METHODIST CHURCH, 0.6 MILE NORTH OF THE PERRY-WAYNE
 FD1037'COUNTY LINE, 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD
 FD1037'LEADING NORTHWEST, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FD1037'ROAD, 47 FEET NORTHEAST OF A TRIANGULAR-BLAZED 8-INCH CEDAR
 FD1037'TREE, 7 FEET SOUTHEAST OF A BLAZED 6-INCH CEDAR TREE, 2 FEET
 FD1037'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL
 FD1037'POST WITH A CONTROL-MARKER SIGN, AND LEVEL WITH THE ROAD.  A
 FD1037'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1469 1939
 FD1037'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FD1037'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1965 ***********************************************************************
 GA1965  DESIGNATION -  LHT 147
 GA1965  PID         -  GA1965
 GA1965  STATE/COUNTY-  TN/JEFFERSON
 GA1965  USGS QUAD   -  TALBOTT (1980)
 GA1965
 GA1965                         *CURRENT SURVEY CONTROL
 GA1965  ___________________________________________________________________
 GA1965* NAD 83(1986)-  36 08 49.     (N)    083 24 33.     (W)     SCALED    
 GA1965* NAVD 88     -       372.02   (+/-2cm)    1220.5    (feet)  VERTCON   
 GA1965  ___________________________________________________________________
 GA1965  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1965
 GA1965  VERT ORDER  -  ? (See Below)
 GA1965
 GA1965.The horizontal coordinates were scaled from a topographic map and have
 GA1965.an estimated accuracy of +/- 6 seconds.
 GA1965
 GA1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1965.The vertical order pertains to the NGVD 29 superseded value.
 GA1965
 GA1965.The geoid height was determined by GEOID03.
 GA1965
 GA1965;                    North         East    Units  Estimated Accuracy
 GA1965;SPC TN       -   204,310.      833,130.      MT  (+/- 180 meters Scaled)
 GA1965
 GA1965                          SUPERSEDED SURVEY CONTROL
 GA1965
 GA1965  NGVD 29 (??/??/92)  372.150  (m)         1220.96   (f) ADJ UNCH    ?  
 GA1965
 GA1965.Superseded values are not recommended for survey control.
 GA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1965.See file dsdata.txt to determine how the superseded data were derived.
 GA1965
 GA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA832029(NAD 83)
 GA1965_MARKER: DD = SURVEY DISK
 GA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1965+STABILITY: SURFACE MOTION
 GA1965
 GA1965  HISTORY     - Date     Condition        Report By
 GA1965  HISTORY     - UNK      MONUMENTED       TVA
 GA1965  HISTORY     - 1936     GOOD             TVA
 GA1965
 GA1965                          STATION DESCRIPTION
 GA1965
 GA1965'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1965'0.5 MI SE FROM TALBOTT.
 GA1965'0.5 MILE SOUTHEAST ALONG A COUNTY ROAD FROM TALBOTT, JEFFERSON
 GA1965'COUNTY, 0.2 MILE NORTHWEST OF TALBOTT SCHOOL, AT THE JUNCTION
 GA1965'OF A ROAD LEADING EAST, ON THE PROPERTY OF MRS. R.V. COILE, 100
 GA1965'FEET EAST OF THE ROAD INTERSECTION, 80 FEET SOUTHEAST OF A SMALL
 GA1965'BRIDGE ON THE ROAD LEADING TO CEDAR GROVE CEMETERY, 80.9 FEET
 GA1965'NORTHWEST OF A CHIMNEY, 25 FEET NORTHEAST OF A ROCK OUTCROP, 19.1
 GA1965'FEET EAST OF 14-INCH TWIN WHITE OAK TREES, IN AN OAK GROVE, AND
 GA1965'ON THE NORTH SIDE OF A WOOD PILE.  A TENNESSEE VALLEY AUTHORITY
 GA1965'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1966 ***********************************************************************
 GA1966  DESIGNATION -  LHT 148
 GA1966  PID         -  GA1966
 GA1966  STATE/COUNTY-  TN/JEFFERSON
 GA1966  USGS QUAD   -  TALBOTT (1980)
 GA1966
 GA1966                         *CURRENT SURVEY CONTROL
 GA1966  ___________________________________________________________________
 GA1966* NAD 83(1986)-  36 08 19.     (N)    083 24 28.     (W)     SCALED    
 GA1966* NAVD 88     -       364.37   (+/-2cm)    1195.4    (feet)  VERTCON   
 GA1966  ___________________________________________________________________
 GA1966  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1966
 GA1966  VERT ORDER  -  ? (See Below)
 GA1966
 GA1966.The horizontal coordinates were scaled from a topographic map and have
 GA1966.an estimated accuracy of +/- 6 seconds.
 GA1966
 GA1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1966.The vertical order pertains to the NGVD 29 superseded value.
 GA1966
 GA1966.The geoid height was determined by GEOID03.
 GA1966
 GA1966;                    North         East    Units  Estimated Accuracy
 GA1966;SPC TN       -   203,390.      833,280.      MT  (+/- 180 meters Scaled)
 GA1966
 GA1966                          SUPERSEDED SURVEY CONTROL
 GA1966
 GA1966  NGVD 29 (??/??/92)  364.505  (m)         1195.88   (f) ADJ UNCH    ?  
 GA1966
 GA1966.Superseded values are not recommended for survey control.
 GA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1966.See file dsdata.txt to determine how the superseded data were derived.
 GA1966
 GA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA833020(NAD 83)
 GA1966_MARKER: DD = SURVEY DISK
 GA1966_SETTING: 66 = SET IN ROCK OUTCROP
 GA1966_SP_SET: ROCK OUTCROP
 GA1966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1966+STABILITY: POSITION/ELEVATION WELL
 GA1966
 GA1966  HISTORY     - Date     Condition        Report By
 GA1966  HISTORY     - UNK      MONUMENTED       TVA
 GA1966  HISTORY     - 1936     GOOD             TVA
 GA1966
 GA1966                          STATION DESCRIPTION
 GA1966
 GA1966'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1966'1 MI SE FROM TALBOTT.
 GA1966'1.0 MILE SOUTHEAST ALONG THE EDNA COUNTY ROAD FROM TALBOTT,
 GA1966'JEFFERSON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 GA1966'ON THE CHARLIE SMITH PROPERTY, 400 FEET NORTH OF A ONE-STORY
 GA1966'FARMHOUSE, 375 FEET SOUTH OF ANOTHER ONE-STORY FARMHOUSE, 125 FEET
 GA1966'SOUTHEAST OF A THIRD ONE-STORY FARMHOUSE, 75 FEET NORTHWEST OF
 GA1966'A SINK, 60 FEET SOUTH OF ANOTHER SINK, 50 FEET EAST OF THE ROAD
 GA1966'JUNCTION, 14.4 FEET SOUTHEAST OF A 32-INCH FORKED WHITE OAK TREE,
 GA1966'15 FEET NORTHWEST OF A 40-INCH RED OAK STUMP, 11.4 FEET NORTHEAST
 GA1966'OF A 22-INCH WHITE OAK TREE BESIDE A 10-INCH WHITE OAK TREE, ON
 GA1966'THE EAST SIDE OF THE COUNTY ROAD, IN A WOODS, AND IN THE TOP OF
 GA1966'A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1121 ***********************************************************************
 FD1121  DESIGNATION -  LHT 1482
 FD1121  PID         -  FD1121
 FD1121  STATE/COUNTY-  TN/HUMPHREYS
 FD1121  USGS QUAD   -  DANIELS LANDING (1992)
 FD1121
 FD1121                         *CURRENT SURVEY CONTROL
 FD1121  ___________________________________________________________________
 FD1121* NAD 83(1986)-  35 52 12.     (N)    087 52 45.     (W)     SCALED    
 FD1121* NAVD 88     -       136.369  (meters)     447.40   (feet)  ADJUSTED  
 FD1121  ___________________________________________________________________
 FD1121  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD1121  DYNAMIC HT  -         136.252 (meters)     447.02  (feet)  COMP
 FD1121  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FD1121
 FD1121  VERT ORDER  -  SECOND    CLASS 0
 FD1121
 FD1121.The horizontal coordinates were scaled from a topographic map and have
 FD1121.an estimated accuracy of +/- 6 seconds.
 FD1121
 FD1121.The orthometric height was determined by differential leveling
 FD1121.and adjusted by the National Geodetic Survey in June 1991..
 FD1121
 FD1121.The geoid height was determined by GEOID03.
 FD1121
 FD1121.The dynamic height is computed by dividing the NAVD 88
 FD1121.geopotential number by the normal gravity value computed on the
 FD1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1121.degrees latitude (g = 980.6199 gals.).
 FD1121
 FD1121.The modeled gravity was interpolated from observed gravity values.
 FD1121
 FD1121;                    North         East    Units  Estimated Accuracy
 FD1121;SPC TN       -   172,120.      430,310.      MT  (+/- 180 meters Scaled)
 FD1121
 FD1121                          SUPERSEDED SURVEY CONTROL
 FD1121
 FD1121  NGVD 29 (??/??/92)  136.404  (m)          447.52   (f) ADJ UNCH    2 0
 FD1121
 FD1121.Superseded values are not recommended for survey control.
 FD1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1121.See file dsdata.txt to determine how the superseded data were derived.
 FD1121
 FD1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE206698(NAD 83)
 FD1121_MARKER: DD = SURVEY DISK
 FD1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1121_STAMPING: LHT 1482 1940
 FD1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1121+STABILITY: SURFACE MOTION
 FD1121
 FD1121  HISTORY     - Date     Condition        Report By
 FD1121  HISTORY     - 1940     MONUMENTED       CGS
 FD1121  HISTORY     - 1967     GOOD             NGS
 FD1121
 FD1121                          STATION DESCRIPTION
 FD1121
 FD1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1121'5.8 MI SW FROM BUFFALO.
 FD1121'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1121'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1121'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVELED ROAD
 FD1121'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1121'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER BUFFALO
 FD1121'RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY AND
 FD1121'WEST ON A GRAVELED ROAD FOR 4.25 MILES TO THE MARK ON THE
 FD1121'RIGHT AS DESCRIBED.  IT IS 49 FEET NORTHEAST OF THE NORTH END
 FD1121'OF A 20-INCH CONCRETE CULVERT UNDER THE ROAD, 32 FEET NORTH OF
 FD1121'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 13 FEET SOUTH OF A
 FD1121'PEACH TREE, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN,
 FD1121'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS T.V.A.
 FD1121'BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 FD1121'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 FD1121'LHT 1482 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1967 ***********************************************************************
 GA1967  DESIGNATION -  LHT 149
 GA1967  PID         -  GA1967
 GA1967  STATE/COUNTY-  TN/JEFFERSON
 GA1967  USGS QUAD   -  TALBOTT (1980)
 GA1967
 GA1967                         *CURRENT SURVEY CONTROL
 GA1967  ___________________________________________________________________
 GA1967* NAD 83(1986)-  36 07 56.     (N)    083 24 08.     (W)     SCALED    
 GA1967* NAVD 88     -       370.72   (+/-2cm)    1216.3    (feet)  VERTCON   
 GA1967  ___________________________________________________________________
 GA1967  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1967
 GA1967  VERT ORDER  -  ? (See Below)
 GA1967
 GA1967.The horizontal coordinates were scaled from a topographic map and have
 GA1967.an estimated accuracy of +/- 6 seconds.
 GA1967
 GA1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1967.The vertical order pertains to the NGVD 29 superseded value.
 GA1967
 GA1967.The geoid height was determined by GEOID03.
 GA1967
 GA1967;                    North         East    Units  Estimated Accuracy
 GA1967;SPC TN       -   202,690.      833,800.      MT  (+/- 180 meters Scaled)
 GA1967
 GA1967                          SUPERSEDED SURVEY CONTROL
 GA1967
 GA1967  NGVD 29 (??/??/92)  370.855  (m)         1216.71   (f) ADJ UNCH    ?  
 GA1967
 GA1967.Superseded values are not recommended for survey control.
 GA1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1967.See file dsdata.txt to determine how the superseded data were derived.
 GA1967
 GA1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA838012(NAD 83)
 GA1967_MARKER: DD = SURVEY DISK
 GA1967_SETTING: 0 = UNSPECIFIED SETTING
 GA1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1967
 GA1967  HISTORY     - Date     Condition        Report By
 GA1967  HISTORY     - UNK      MONUMENTED       TVA
 GA1967  HISTORY     - 1936     GOOD             TVA
 GA1967  HISTORY     - 1978     POOR             TVA
 GA1967
 GA1967                          STATION DESCRIPTION
 GA1967
 GA1967'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1967'1.5 MI SE FROM TALBOTT.
 GA1967'1.5 MILES SOUTHEAST ALONG THE EDNA COUNTY ROAD FROM TALBOTT,
 GA1967'JEFFERSON COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 GA1967'WEST TO MT. PLEASANT CHURCH, AT THE JUNCTION OF A ROAD LEADING
 GA1967'EAST, ON THE NORTHEAST AND SOUTHWEST PROPERTY LINE BETWEEN THE
 GA1967'J.B. LINE AND J.W. COLLETT FARMS, 700 FEET NORTHWEST OF A TALL
 GA1967'BARN, 400 FEET NORTHWEST OF A ONE AND ONE HALF STORY FARMHOUSE,
 GA1967'175 FEET SOUTHWEST OF A ONE STORY STORE BUILDING, 130 FEET
 GA1967'SOUTHWEST OF THE ROAD INTERSECTION, 68.5 FEET NORTHEAST OF A
 GA1967'10-INCH MULBERRY TREE, ON THE WEST SIDE OF THE COUNTY ROAD, IN
 GA1967'A ROW OF CEDAR TREES, AND AT THE BASE OF AN 8-INCH TALL CEDAR
 GA1967'TREE ON THE PROPERTY LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1967'DISK.
 GA1967
 GA1967                          STATION RECOVERY (1978)
 GA1967
 GA1967'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1967'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0098 ***********************************************************************
 FE0098  DESIGNATION -  LHT 1494
 FE0098  PID         -  FE0098
 FE0098  STATE/COUNTY-  TN/DECATUR
 FE0098  USGS QUAD   -  SUGAR TREE (1986)
 FE0098
 FE0098                         *CURRENT SURVEY CONTROL
 FE0098  ___________________________________________________________________
 FE0098* NAD 83(1986)-  35 46 15.     (N)    088 04 04.     (W)     SCALED    
 FE0098* NAVD 88     -       169.495  (meters)     556.08   (feet)  ADJUSTED  
 FE0098  ___________________________________________________________________
 FE0098  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0098  DYNAMIC HT  -         169.348 (meters)     555.60  (feet)  COMP
 FE0098  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FE0098
 FE0098  VERT ORDER  -  FIRST     CLASS II
 FE0098
 FE0098.The horizontal coordinates were scaled from a topographic map and have
 FE0098.an estimated accuracy of +/- 6 seconds.
 FE0098
 FE0098.The orthometric height was determined by differential leveling
 FE0098.and adjusted by the National Geodetic Survey in June 1991..
 FE0098
 FE0098.The geoid height was determined by GEOID03.
 FE0098
 FE0098.The dynamic height is computed by dividing the NAVD 88
 FE0098.geopotential number by the normal gravity value computed on the
 FE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0098.degrees latitude (g = 980.6199 gals.).
 FE0098
 FE0098.The modeled gravity was interpolated from observed gravity values.
 FE0098
 FE0098;                    North         East    Units  Estimated Accuracy
 FE0098;SPC TN       -   161,460.      413,050.      MT  (+/- 180 meters Scaled)
 FE0098
 FE0098                          SUPERSEDED SURVEY CONTROL
 FE0098
 FE0098  NGVD 29 (??/??/??)  169.514  (m)          556.15   (f) ADJUSTED    1 2
 FE0098
 FE0098.Superseded values are not recommended for survey control.
 FE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0098.See file dsdata.txt to determine how the superseded data were derived.
 FE0098
 FE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE034590(NAD 83)
 FE0098_MARKER: DD = SURVEY DISK
 FE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0098_STAMPING: LHT 1494 1940
 FE0098_MARK LOGO: TVA   
 FE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0098+STABILITY: SURFACE MOTION
 FE0098
 FE0098  HISTORY     - Date     Condition        Report By
 FE0098  HISTORY     - 1940     MONUMENTED       TVA
 FE0098  HISTORY     - 1947     GOOD             CGS
 FE0098  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0098
 FE0098                          STATION DESCRIPTION
 FE0098
 FE0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0098'10.4 MI N FROM PARSONS.
 FE0098'ABOUT 10.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0098'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0098'ABOUT 4.9 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0098'ABOUT 0.9 MILE NORTH OF A TURN IN THE HIGHWAY WITH TANGENTS
 FE0098'LEADING NORTH AND WEST, ABOUT 235 FEET NORTHWEST OF THE CENTER
 FE0098'OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, IN THE FRONT
 FE0098'YARD OF A HALF LOG AND HALF FRAME FARMHOUSE, 43 FEET SOUTHWEST
 FE0098'OF THE NORTHWEST CORNER OF THE HOUSE, 55 FEET WEST OF THE SOUTHEAST
 FE0098'CORNER OF THE HOUSE, 32 FEET NORTHEAST OF THE CENTER LINE OF THE
 FE0098'HIGHWAY, 6 FEET NORTHEAST OF A 14-INCH OAK TREE, 2 FEET NORTHWEST
 FE0098'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 FE0098'HIGHWAY, AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FE0098'THE GROUND.
 FE0098
 FE0098                          STATION RECOVERY (1972)
 FE0098
 FE0098'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0096 ***********************************************************************
 FE0096  DESIGNATION -  LHT 1495
 FE0096  PID         -  FE0096
 FE0096  STATE/COUNTY-  TN/DECATUR
 FE0096  USGS QUAD   -  SUGAR TREE (1986)
 FE0096
 FE0096                         *CURRENT SURVEY CONTROL
 FE0096  ___________________________________________________________________
 FE0096* NAD 83(1986)-  35 47 16.     (N)    088 04 09.     (W)     SCALED    
 FE0096* NAVD 88     -       174.493  (meters)     572.48   (feet)  ADJUSTED  
 FE0096  ___________________________________________________________________
 FE0096  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0096  DYNAMIC HT  -         174.341 (meters)     571.98  (feet)  COMP
 FE0096  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 FE0096
 FE0096  VERT ORDER  -  FIRST     CLASS II
 FE0096
 FE0096.The horizontal coordinates were scaled from a topographic map and have
 FE0096.an estimated accuracy of +/- 6 seconds.
 FE0096
 FE0096.The orthometric height was determined by differential leveling
 FE0096.and adjusted by the National Geodetic Survey in June 1991..
 FE0096
 FE0096.The geoid height was determined by GEOID03.
 FE0096
 FE0096.The dynamic height is computed by dividing the NAVD 88
 FE0096.geopotential number by the normal gravity value computed on the
 FE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0096.degrees latitude (g = 980.6199 gals.).
 FE0096
 FE0096.The modeled gravity was interpolated from observed gravity values.
 FE0096
 FE0096;                    North         East    Units  Estimated Accuracy
 FE0096;SPC TN       -   163,350.      412,960.      MT  (+/- 180 meters Scaled)
 FE0096
 FE0096                          SUPERSEDED SURVEY CONTROL
 FE0096
 FE0096  NGVD 29 (??/??/??)  174.512  (m)          572.54   (f) ADJUSTED    1 2
 FE0096
 FE0096.Superseded values are not recommended for survey control.
 FE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0096.See file dsdata.txt to determine how the superseded data were derived.
 FE0096
 FE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE033609(NAD 83)
 FE0096_MARKER: DD = SURVEY DISK
 FE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0096_STAMPING: LHT 1495 1940
 FE0096_MARK LOGO: TVA   
 FE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0096+STABILITY: SURFACE MOTION
 FE0096
 FE0096  HISTORY     - Date     Condition        Report By
 FE0096  HISTORY     - 1940     MONUMENTED       TVA
 FE0096  HISTORY     - 1947     GOOD             CGS
 FE0096  HISTORY     - 1972     GOOD             TVA
 FE0096
 FE0096                          STATION DESCRIPTION
 FE0096
 FE0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0096'11.7 MI N FROM PARSONS.
 FE0096'ABOUT 11.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0096'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0096'ABOUT 3.6 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0096'ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING
 FE0096'WEST, IN THE FRONT YARD OF THE J.R. DUNCAN RESIDENCE, 95 FEET
 FE0096'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 106 FEET
 FE0096'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 86 FEET NORTH
 FE0096'OF THE CENTER LINE OF THE NORTH DRIVEWAY LEADING TO THE HOUSE,
 FE0096'26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH
 FE0096'OF A WHITE WOODEN WITNESS POST, ABOUT 2-1/2 FEET HIGHER
 FE0096'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0096'ABOUT 4 INCHES.  NOTE-- 8.5 FT S OF 20 IN WHITE OAK, 28.0 FT N
 FE0096'OF 24 IN RED OAK, 40.0 FT E OF CENTERLINE BLACK TOP ROAD
 FE0096'(OLD 69 HWY).  TVA POST AND SIGN SET AT MARKER.
 FE0096
 FE0096                          STATION RECOVERY (1972)
 FE0096
 FE0096'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0095 ***********************************************************************
 FE0095  DESIGNATION -  LHT 1496
 FE0095  PID         -  FE0095
 FE0095  STATE/COUNTY-  TN/DECATUR
 FE0095  USGS QUAD   -  SUGAR TREE (1986)
 FE0095
 FE0095                         *CURRENT SURVEY CONTROL
 FE0095  ___________________________________________________________________
 FE0095* NAD 83(1986)-  35 48 03.     (N)    088 03 36.     (W)     SCALED    
 FE0095* NAVD 88     -       193.972  (meters)     636.39   (feet)  ADJUSTED  
 FE0095  ___________________________________________________________________
 FE0095  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0095  DYNAMIC HT  -         193.803 (meters)     635.84  (feet)  COMP
 FE0095  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 FE0095
 FE0095  VERT ORDER  -  FIRST     CLASS II
 FE0095
 FE0095.The horizontal coordinates were scaled from a topographic map and have
 FE0095.an estimated accuracy of +/- 6 seconds.
 FE0095
 FE0095.The orthometric height was determined by differential leveling
 FE0095.and adjusted by the National Geodetic Survey in June 1991..
 FE0095
 FE0095.The geoid height was determined by GEOID03.
 FE0095
 FE0095.The dynamic height is computed by dividing the NAVD 88
 FE0095.geopotential number by the normal gravity value computed on the
 FE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0095.degrees latitude (g = 980.6199 gals.).
 FE0095
 FE0095.The modeled gravity was interpolated from observed gravity values.
 FE0095
 FE0095;                    North         East    Units  Estimated Accuracy
 FE0095;SPC TN       -   164,780.      413,820.      MT  (+/- 180 meters Scaled)
 FE0095
 FE0095                          SUPERSEDED SURVEY CONTROL
 FE0095
 FE0095  NGVD 29 (??/??/??)  193.991  (m)          636.45   (f) ADJUSTED    1 2
 FE0095
 FE0095.Superseded values are not recommended for survey control.
 FE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0095.See file dsdata.txt to determine how the superseded data were derived.
 FE0095
 FE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042623(NAD 83)
 FE0095_MARKER: DD = SURVEY DISK
 FE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0095_STAMPING: LHT 1496 1940
 FE0095_MARK LOGO: TVA   
 FE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0095+STABILITY: SURFACE MOTION
 FE0095
 FE0095  HISTORY     - Date     Condition        Report By
 FE0095  HISTORY     - 1940     MONUMENTED       TVA
 FE0095  HISTORY     - 1947     GOOD             CGS
 FE0095  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0095
 FE0095                          STATION DESCRIPTION
 FE0095
 FE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0095'12.8 MI N FROM PARSONS.
 FE0095'ABOUT 12.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0095'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0095'ABOUT 2.5 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE, AT
 FE0095'THE INTERSECTION OF A NORTHWEST-AND-SOUTHEAST GRAVEL ROAD, 33
 FE0095'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 FE0095'NORTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST
 FE0095'OF A 6-INCH BLAZED OAK TREE, 19 FEET NORTHWEST OF AN 8-INCH
 FE0095'BLAZED OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FE0095'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 FE0095'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 FE0095
 FE0095                          STATION RECOVERY (1972)
 FE0095
 FE0095'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1968 ***********************************************************************
 GA1968  DESIGNATION -  LHT 150
 GA1968  PID         -  GA1968
 GA1968  STATE/COUNTY-  TN/JEFFERSON
 GA1968  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1968
 GA1968                         *CURRENT SURVEY CONTROL
 GA1968  ___________________________________________________________________
 GA1968* NAD 83(1986)-  36 07 08.     (N)    083 24 00.     (W)     SCALED    
 GA1968* NAVD 88     -       404.88   (+/-2cm)    1328.3    (feet)  VERTCON   
 GA1968  ___________________________________________________________________
 GA1968  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1968
 GA1968  VERT ORDER  -  ? (See Below)
 GA1968
 GA1968.The horizontal coordinates were scaled from a topographic map and have
 GA1968.an estimated accuracy of +/- 6 seconds.
 GA1968
 GA1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1968.The vertical order pertains to the NGVD 29 superseded value.
 GA1968
 GA1968.The geoid height was determined by GEOID03.
 GA1968
 GA1968;                    North         East    Units  Estimated Accuracy
 GA1968;SPC TN       -   201,220.      834,040.      MT  (+/- 180 meters Scaled)
 GA1968
 GA1968                          SUPERSEDED SURVEY CONTROL
 GA1968
 GA1968  NGVD 29 (??/??/92)  405.015  (m)         1328.79   (f) ADJ UNCH    ?  
 GA1968
 GA1968.Superseded values are not recommended for survey control.
 GA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1968.See file dsdata.txt to determine how the superseded data were derived.
 GA1968
 GA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV839998(NAD 83)
 GA1968_MARKER: DD = SURVEY DISK
 GA1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1968+STABILITY: SURFACE MOTION
 GA1968
 GA1968  HISTORY     - Date     Condition        Report By
 GA1968  HISTORY     - UNK      MONUMENTED       TVA
 GA1968  HISTORY     - 1936     GOOD             TVA
 GA1968
 GA1968                          STATION DESCRIPTION
 GA1968
 GA1968'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1968'2.5 MI SE FROM TALBOTT.
 GA1968'2.5 MILES SOUTHEAST ALONG THE EDNA COUNTY ROAD FROM TALBOTT,
 GA1968'JEFFERSON COUNTY, 1.7 MILES NORTHWEST OF EDNA, AT THE JUNCTION
 GA1968'OF A ROAD LEADING NORTHWEST, IN THE NORTHWEST CORNER OF THE
 GA1968'INTERSECTION, ON THE W.J. QUARLES PROPERTY, 800 FEET NORTHWEST
 GA1968'OF A TWO-STORY FARMHOUSE, 650 FEET SOUTHWEST OF A LARGE BARN, 450
 GA1968'FEET EAST OF A ONE STORY FARMHOUSE, 350 FEET NORTHWEST OF THE
 GA1968'ROAD INTERSECTION, 100 FEET NORTHWEST OF A SMALL POND, 55.8 FEET
 GA1968'SOUTHEAST OF THE WEST CORNER OF A BARN, 37.5 FEET NORTH OF THE
 GA1968'NORTH CORNER OF ANOTHER BARN, 28.9 FEET NORTHEAST OF A WELL, IN
 GA1968'A BARN LOT, AND ON THE NORTHWEST-AND-SOUTHEAST FENCE LINE.
 GA1968'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA1968'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1970 ***********************************************************************
 GA1970  DESIGNATION -  LHT 151
 GA1970  PID         -  GA1970
 GA1970  STATE/COUNTY-  TN/JEFFERSON
 GA1970  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1970
 GA1970                         *CURRENT SURVEY CONTROL
 GA1970  ___________________________________________________________________
 GA1970* NAD 83(1986)-  36 06 10.     (N)    083 22 36.     (W)     SCALED    
 GA1970* NAVD 88     -       421.43   (+/-2cm)    1382.6    (feet)  VERTCON   
 GA1970  ___________________________________________________________________
 GA1970  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1970
 GA1970  VERT ORDER  -  ? (See Below)
 GA1970
 GA1970.The horizontal coordinates were scaled from a topographic map and have
 GA1970.an estimated accuracy of +/- 6 seconds.
 GA1970
 GA1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1970.The vertical order pertains to the NGVD 29 superseded value.
 GA1970
 GA1970.The geoid height was determined by GEOID03.
 GA1970
 GA1970;                    North         East    Units  Estimated Accuracy
 GA1970;SPC TN       -   199,490.      836,180.      MT  (+/- 180 meters Scaled)
 GA1970
 GA1970                          SUPERSEDED SURVEY CONTROL
 GA1970
 GA1970  NGVD 29 (??/??/92)  421.571  (m)         1383.10   (f) ADJ UNCH    ?  
 GA1970
 GA1970.Superseded values are not recommended for survey control.
 GA1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1970.See file dsdata.txt to determine how the superseded data were derived.
 GA1970
 GA1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV860979(NAD 83)
 GA1970_MARKER: DD = SURVEY DISK
 GA1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1970+STABILITY: SURFACE MOTION
 GA1970
 GA1970  HISTORY     - Date     Condition        Report By
 GA1970  HISTORY     - UNK      MONUMENTED       TVA
 GA1970  HISTORY     - 1936     GOOD             TVA
 GA1970
 GA1970                          STATION DESCRIPTION
 GA1970
 GA1970'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1970'AT EDNA.
 GA1970'AT EDNA, JEFFERSON COUNTY, AT THE INTERSECTION OF THE TALBOTT
 GA1970'COUNTY ROAD AND THE CHESTNUT GROVE SCHOOL ANDERSON MILL COUNTY
 GA1970'ROAD, IN THE SOUTH CORNER OF THE CROSSROADS, 160 FEET SOUTHWEST
 GA1970'OF POLE 5603, 130 FEET SOUTH OF POLE 5604, 160 FEET SOUTHWEST
 GA1970'OF A ONE STORY STORE IN A LOCUST GROVE AT THE CROSSROADS, ON THE
 GA1970'JANE HAMILTON PROPERTY, 68.9 FEET WEST OF THE NORTHWEST CORNER OF
 GA1970'THE ONE STORY FARMHOUSE, 44.7 FEET NORTHWEST OF THE SOUTHWEST
 GA1970'CORNER, AT THE SOUTHWEST EDGE OF A LOCUST GROVE AROUND THE
 GA1970'FARMHOUSE, 25 FEET SOUTHEAST ALONG A BROAD FENCE FROM A FENCE
 GA1970'CORNER, 10 FEET SOUTH OF A 20-INCH LOCUST TREE, AND IN THE
 GA1970'BOARD-FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1970'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1971 ***********************************************************************
 GA1971  DESIGNATION -  LHT 152
 GA1971  PID         -  GA1971
 GA1971  STATE/COUNTY-  TN/JEFFERSON
 GA1971  USGS QUAD   -  RANKIN (1980)
 GA1971
 GA1971                         *CURRENT SURVEY CONTROL
 GA1971  ___________________________________________________________________
 GA1971* NAD 83(1986)-  36 06 28.     (N)    083 11 42.     (W)     SCALED    
 GA1971* NAVD 88     -       390.84   (+/-2cm)    1282.3    (feet)  VERTCON   
 GA1971  ___________________________________________________________________
 GA1971  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1971
 GA1971  VERT ORDER  -  ? (See Below)
 GA1971
 GA1971.The horizontal coordinates were scaled from a topographic map and have
 GA1971.an estimated accuracy of +/- 6 seconds.
 GA1971
 GA1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1971.The vertical order pertains to the NGVD 29 superseded value.
 GA1971
 GA1971.The geoid height was determined by GEOID03.
 GA1971
 GA1971;                    North         East    Units  Estimated Accuracy
 GA1971;SPC TN       -   200,490.      852,520.      MT  (+/- 180 meters Scaled)
 GA1971
 GA1971                          SUPERSEDED SURVEY CONTROL
 GA1971
 GA1971  NGVD 29 (??/??/92)  390.984  (m)         1282.75   (f) ADJ UNCH    ?  
 GA1971
 GA1971.Superseded values are not recommended for survey control.
 GA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1971.See file dsdata.txt to determine how the superseded data were derived.
 GA1971
 GA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024981(NAD 83)
 GA1971_MARKER: DD = SURVEY DISK
 GA1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1971+STABILITY: SURFACE MOTION
 GA1971
 GA1971  HISTORY     - Date     Condition        Report By
 GA1971  HISTORY     - UNK      MONUMENTED       TVA
 GA1971  HISTORY     - 1936     GOOD             TVA
 GA1971
 GA1971                          STATION DESCRIPTION
 GA1971
 GA1971'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1971'1 MI NE FROM EDNA.
 GA1971'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 GA1971'EDNA, JEFFERSON COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH,
 GA1971'IN THE SOUTHWEST CORNER OF THE JUNCTION, 260 FEET SOUTHEAST OF
 GA1971'A BRIDGE, ON THE ROSS LEMONDS PROPERTY, 160 FEET SOUTH OF THE
 GA1971'ONE STORY FARMHOUSE, 130 FEET EAST OF A BARN WITH A COMPOSITION
 GA1971'ROOF, 130 FEET SOUTHEAST OF POLE 556, 125 FEET SOUTHWEST OF POLE
 GA1971'4, 125 FEET SOUTH OF THE ROAD INTERSECTION, 93.6 FEET EAST OF THE
 GA1971'SOUTHEAST CORNER OF A TIN-ROOFED BARN, 88.6 FEET NORTHEAST ALONG
 GA1971'A FENCE LINE FROM THE SOUTHWEST CORNER OF A TIN-ROOFED BARN, IN
 GA1971'THE FARM LOT, 80 FEET SOUTHWEST OF A FENCE CORNER, AND ON THE
 GA1971'FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN
 GA1971'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1972 ***********************************************************************
 GA1972  DESIGNATION -  LHT 153
 GA1972  PID         -  GA1972
 GA1972  STATE/COUNTY-  TN/JEFFERSON
 GA1972  USGS QUAD   -  WHITE PINE (1961)
 GA1972
 GA1972                         *CURRENT SURVEY CONTROL
 GA1972  ___________________________________________________________________
 GA1972* NAD 83(1986)-  36 06 31.     (N)    083 20 51.     (W)     SCALED    
 GA1972* NAVD 88     -       382.724  (meters)    1255.65   (feet)  ADJUSTED  
 GA1972  ___________________________________________________________________
 GA1972  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1972  DYNAMIC HT  -         382.368 (meters)    1254.49  (feet)  COMP
 GA1972  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GA1972
 GA1972  VERT ORDER  -  SECOND    CLASS 0
 GA1972
 GA1972.The horizontal coordinates were scaled from a topographic map and have
 GA1972.an estimated accuracy of +/- 6 seconds.
 GA1972
 GA1972.The orthometric height was determined by differential leveling
 GA1972.and adjusted by the National Geodetic Survey in June 1991..
 GA1972
 GA1972.The geoid height was determined by GEOID03.
 GA1972
 GA1972.The dynamic height is computed by dividing the NAVD 88
 GA1972.geopotential number by the normal gravity value computed on the
 GA1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1972.degrees latitude (g = 980.6199 gals.).
 GA1972
 GA1972.The modeled gravity was interpolated from observed gravity values.
 GA1972
 GA1972;                    North         East    Units  Estimated Accuracy
 GA1972;SPC TN       -   200,200.      838,790.      MT  (+/- 180 meters Scaled)
 GA1972
 GA1972                          SUPERSEDED SURVEY CONTROL
 GA1972
 GA1972  NGVD 29 (??/??/92)  382.873  (m)         1256.14   (f) ADJ UNCH    2 0
 GA1972
 GA1972.Superseded values are not recommended for survey control.
 GA1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1972.See file dsdata.txt to determine how the superseded data were derived.
 GA1972
 GA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV886985(NAD 83)
 GA1972_MARKER: DD = SURVEY DISK
 GA1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1972_STAMPING: LHT 153 1935
 GA1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1972+STABILITY: SURFACE MOTION
 GA1972
 GA1972  HISTORY     - Date     Condition        Report By
 GA1972  HISTORY     - 1935     MONUMENTED       TVA
 GA1972  HISTORY     - 1961     GOOD             TVA
 GA1972
 GA1972                          STATION DESCRIPTION
 GA1972
 GA1972'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA1972'6.7 MI NW FROM WHITE PINE.
 GA1972'1.8 MILES EAST ALONG A COUNTY ROAD FROM THE CROSSROADS AT EDNA,
 GA1972'JEFFERSON COUNTY, 0.4 MILE SOUTHWEST OF KIMBROUGH CROSSROAD, AT
 GA1972'THE JUNCTION OF THE MORRISTOWN-DANDRIDGE COUNTY ROAD, 130 FEET
 GA1972'NORTHEAST OF THE JUNCTION, ON THE A.H. WILLIFORD PROPERTY, 175 FEET
 GA1972'NORTHEAST OF THE ONE-AND-ONE-HALF STORY FARMHOUSE, 60 FEET SOUTH
 GA1972'OF A SAWDUST PILE, NORTHWEST OF A SMALL SINK IN THE WOODS, 74.2
 GA1972'FEET NORTHWEST OF A 36-INCH FOUR-PRONGED WHITE OAK TREE, 50 FEET
 GA1972'EAST OF A FENCE CORNER, 15.4 FEET NORTHEAST OF A POLE 11, AND ON
 GA1972'THE EAST-AND-WEST FENCE LINE IN AN OLD ROADWAY AT THE CROSSING
 GA1972'OF A LINE OF POLES.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1972'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1974 ***********************************************************************
 GA1974  DESIGNATION -  LHT 154
 GA1974  PID         -  GA1974
 GA1974  STATE/COUNTY-  TN/JEFFERSON
 GA1974  USGS QUAD   -  WHITE PINE (1961)
 GA1974
 GA1974                         *CURRENT SURVEY CONTROL
 GA1974  ___________________________________________________________________
 GA1974* NAD 83(1986)-  36 06 30.     (N)    083 20 09.     (W)     SCALED    
 GA1974* NAVD 88     -       368.91   (+/-2cm)    1210.3    (feet)  VERTCON   
 GA1974  ___________________________________________________________________
 GA1974  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1974
 GA1974  VERT ORDER  -  ? (See Below)
 GA1974
 GA1974.The horizontal coordinates were scaled from a topographic map and have
 GA1974.an estimated accuracy of +/- 6 seconds.
 GA1974
 GA1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1974.The vertical order pertains to the NGVD 29 superseded value.
 GA1974
 GA1974.The geoid height was determined by GEOID03.
 GA1974
 GA1974;                    North         East    Units  Estimated Accuracy
 GA1974;SPC TN       -   200,200.      839,840.      MT  (+/- 180 meters Scaled)
 GA1974
 GA1974                          SUPERSEDED SURVEY CONTROL
 GA1974
 GA1974  NGVD 29 (??/??/92)  369.059  (m)         1210.82   (f) ADJ UNCH    ?  
 GA1974
 GA1974.Superseded values are not recommended for survey control.
 GA1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1974.See file dsdata.txt to determine how the superseded data were derived.
 GA1974
 GA1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV897984(NAD 83)
 GA1974_MARKER: DD = SURVEY DISK
 GA1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1974+STABILITY: SURFACE MOTION
 GA1974
 GA1974  HISTORY     - Date     Condition        Report By
 GA1974  HISTORY     - UNK      MONUMENTED       TVA
 GA1974  HISTORY     - 1936     GOOD             TVA
 GA1974
 GA1974                          STATION DESCRIPTION
 GA1974
 GA1974'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1974'2.8 MI W FROM WHITE PINE.
 GA1974'2.8 MILES (AIRLINE) WEST OF WHITE PINE, JEFFERSON COUNTY, 0.5
 GA1974'MILE SOUTHEAST OF KIMBROUGH CROSSROAD, ON THE J.W. SARTAIN PROPERTY,
 GA1974'ON THE SOUTHWEST SIDE OF THE COUNTY ROAD, IN THE SOUTHEAST CORNER
 GA1974'OF THE INTERSECTION OF A FARM ROAD LEADING TO A FARMHOUSE ON A
 GA1974'HILLTOP, 850 FEET NORTHWEST OF THE ONE STORY FARMHOUSE ON THE
 GA1974'HILLTOP, 160 FEET WEST OF A 6-INCH SASSAFRAS TREE, 120 FEET
 GA1974'SOUTHEAST OF A GATE, 120 FEET NORTHEAST OF A BRIDGE, 120 FEET
 GA1974'NORTHEAST ALONG A FENCE LINE FROM A 28-INCH ELM TREE ON A CREEK
 GA1974'BANK, 50 FEET SOUTHWEST OF A FENCE CORNER, IN AN OLD ROADWAY
 GA1974'IN A PASTURE, AND ON THE NORTHEAST AND SOUTHWEST FENCE LINE.
 GA1974'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF
 GA1974'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0074 ***********************************************************************
 FE0074  DESIGNATION -  LHT 1541
 FE0074  PID         -  FE0074
 FE0074  STATE/COUNTY-  TN/BENTON
 FE0074  USGS QUAD   -  ROCKPORT (1987)
 FE0074
 FE0074                         *CURRENT SURVEY CONTROL
 FE0074  ___________________________________________________________________
 FE0074* NAD 83(1986)-  35 56 31.     (N)    088 07 02.     (W)     SCALED    
 FE0074* NAVD 88     -       155.388  (meters)     509.80   (feet)  ADJUSTED  
 FE0074  ___________________________________________________________________
 FE0074  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FE0074  DYNAMIC HT  -         155.255 (meters)     509.37  (feet)  COMP
 FE0074  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 FE0074
 FE0074  VERT ORDER  -  FIRST     CLASS II
 FE0074
 FE0074.The horizontal coordinates were scaled from a topographic map and have
 FE0074.an estimated accuracy of +/- 6 seconds.
 FE0074
 FE0074.The orthometric height was determined by differential leveling
 FE0074.and adjusted by the National Geodetic Survey in June 1991..
 FE0074
 FE0074.The geoid height was determined by GEOID03.
 FE0074
 FE0074.The dynamic height is computed by dividing the NAVD 88
 FE0074.geopotential number by the normal gravity value computed on the
 FE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0074.degrees latitude (g = 980.6199 gals.).
 FE0074
 FE0074.The modeled gravity was interpolated from observed gravity values.
 FE0074
 FE0074;                    North         East    Units  Estimated Accuracy
 FE0074;SPC TN       -   180,540.      408,990.      MT  (+/- 180 meters Scaled)
 FE0074
 FE0074                          SUPERSEDED SURVEY CONTROL
 FE0074
 FE0074  NGVD 29 (??/??/??)  155.412  (m)          509.88   (f) ADJUSTED    1 2
 FE0074
 FE0074.Superseded values are not recommended for survey control.
 FE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0074.See file dsdata.txt to determine how the superseded data were derived.
 FE0074
 FE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE992780(NAD 83)
 FE0074_MARKER: DD = SURVEY DISK
 FE0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0074_STAMPING: LHT 1541 1940
 FE0074_MARK LOGO: TVA   
 FE0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0074+STABILITY: SURFACE MOTION
 FE0074
 FE0074  HISTORY     - Date     Condition        Report By
 FE0074  HISTORY     - 1940     MONUMENTED       TVA
 FE0074  HISTORY     - 1947     GOOD             CGS
 FE0074  HISTORY     - 1972     GOOD             TVA
 FE0074
 FE0074                          STATION DESCRIPTION
 FE0074
 FE0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0074'9.5 MI S FROM CAMDEN.
 FE0074'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0074'COURTHOUSE AT CAMDEN, ABOUT 0.35 MILE SOUTH OF THE BRIDGE OVER
 FE0074'AMMON CREEK, ABOUT 0.25 MILE NORTH OF FAIRVIEW SCHOOL, AT THE
 FE0074'JUNCTION OF A GRAVEL ROAD LEADING WEST, IN THE FRONT YARD OF A
 FE0074'1-STORY FRAME FARMHOUSE, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FE0074'OF THE HOUSE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24
 FE0074'FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD WEST,
 FE0074'14 FEET WEST OF AN 8-INCH TWIN OAK TREE, 2 FEET NORTH OF A WHITE
 FE0074'WOODEN WITNESS POST, ABOUT 3 FEET HIGHER THAN THE JUNCTION, AND IN
 FE0074'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- IN
 FE0074'MARCH 1947, THE POST HAD BEEN CRACKED AROUND THE TOP BUT THE DISK
 FE0074'AND POST WERE SOLID.  NOTE-- 13.8 FT S 35 W FROM 10 IN MAPLE,
 FE0074'21.8 FT S 25 E FROM 10 IN MAPLE
 FE0074
 FE0074                          STATION RECOVERY (1972)
 FE0074
 FE0074'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0075 ***********************************************************************
 FE0075  DESIGNATION -  LHT 1542
 FE0075  PID         -  FE0075
 FE0075  STATE/COUNTY-  TN/BENTON
 FE0075  USGS QUAD   -  ROCKPORT (1987)
 FE0075
 FE0075                         *CURRENT SURVEY CONTROL
 FE0075  ___________________________________________________________________
 FE0075* NAD 83(1986)-  35 55 34.     (N)    088 07 22.     (W)     SCALED    
 FE0075* NAVD 88     -       146.779  (meters)     481.56   (feet)  ADJUSTED  
 FE0075  ___________________________________________________________________
 FE0075  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FE0075  DYNAMIC HT  -         146.653 (meters)     481.14  (feet)  COMP
 FE0075  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FE0075
 FE0075  VERT ORDER  -  FIRST     CLASS II
 FE0075
 FE0075.The horizontal coordinates were scaled from a topographic map and have
 FE0075.an estimated accuracy of +/- 6 seconds.
 FE0075
 FE0075.The orthometric height was determined by differential leveling
 FE0075.and adjusted by the National Geodetic Survey in June 1991..
 FE0075
 FE0075.The geoid height was determined by GEOID03.
 FE0075
 FE0075.The dynamic height is computed by dividing the NAVD 88
 FE0075.geopotential number by the normal gravity value computed on the
 FE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0075.degrees latitude (g = 980.6199 gals.).
 FE0075
 FE0075.The modeled gravity was interpolated from observed gravity values.
 FE0075
 FE0075;                    North         East    Units  Estimated Accuracy
 FE0075;SPC TN       -   178,800.      408,450.      MT  (+/- 180 meters Scaled)
 FE0075
 FE0075                          SUPERSEDED SURVEY CONTROL
 FE0075
 FE0075  NGVD 29 (??/??/??)  146.803  (m)          481.64   (f) ADJUSTED    1 2
 FE0075
 FE0075.Superseded values are not recommended for survey control.
 FE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0075.See file dsdata.txt to determine how the superseded data were derived.
 FE0075
 FE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE987763(NAD 83)
 FE0075_MARKER: DD = SURVEY DISK
 FE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0075_STAMPING: LHT 1542 1940
 FE0075_MARK LOGO: TVA   
 FE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0075+STABILITY: SURFACE MOTION
 FE0075
 FE0075  HISTORY     - Date     Condition        Report By
 FE0075  HISTORY     - 1940     MONUMENTED       TVA
 FE0075  HISTORY     - 1947     GOOD             CGS
 FE0075  HISTORY     - 1972     GOOD             TVA
 FE0075
 FE0075                          STATION DESCRIPTION
 FE0075
 FE0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0075'10.6 MI S FROM CAMDEN.
 FE0075'10.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY COURTHOUSE
 FE0075'AT CAMDEN, ABOUT 3.9 MILES NORTH OF THE POST OFFICE AT HOLLADAY,
 FE0075'ABOUT 0.9 MILE SOUTH OF FAIRVIEW SCHOOL, ABOUT 0.3 MILE SOUTH OF THE
 FE0075'70-FOOT WOODEN BRIDGE OVER TURKEY CREEK, ABOUT 500 FEET NORTH OF
 FE0075'TWO SMALL FRAME FARMHOUSES, AT THE SOUTH END OF A DEEP HIGHWAY
 FE0075'CUT, AT THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST AND A
 FE0075'DRIVEWAY LEADING EAST, 82 FEET NORTHEAST OF THE CENTER LINE OF THE
 FE0075'DRIVEWAY, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0075'55 FEET NORTHEAST OF THE PROLONGATION OF THE CENTER LINE OF THE
 FE0075'ROAD LEADING NORTHWEST, 20 FEET WEST OF A 14-INCH BLAZED OAK
 FE0075'TREE, 2 FEET NORTHEAST OF THE WHITE WOODEN WITNESS POST, ABOUT
 FE0075'10 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FE0075'POST PROJECTING ABOUT 4 INCHES.  NOTE-- 39.2 FT N 40 W FROM 18 IN
 FE0075'WHITE OAK, 46.9 FT S 25 W FROM 24 IN WHITE OAK STATION IS PLUS OR
 FE0075'MINUS 4.0 FT E OF TOP OF BANK.
 FE0075
 FE0075                          STATION RECOVERY (1972)
 FE0075
 FE0075'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0076 ***********************************************************************
 FE0076  DESIGNATION -  LHT 1543
 FE0076  PID         -  FE0076
 FE0076  STATE/COUNTY-  TN/BENTON
 FE0076  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE0076
 FE0076                         *CURRENT SURVEY CONTROL
 FE0076  ___________________________________________________________________
 FE0076* NAD 83(1986)-  35 54 44.     (N)    088 07 53.     (W)     SCALED    
 FE0076* NAVD 88     -       132.381  (meters)     434.32   (feet)  ADJUSTED  
 FE0076  ___________________________________________________________________
 FE0076  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FE0076  DYNAMIC HT  -         132.267 (meters)     433.95  (feet)  COMP
 FE0076  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FE0076
 FE0076  VERT ORDER  -  FIRST     CLASS II
 FE0076
 FE0076.The horizontal coordinates were scaled from a topographic map and have
 FE0076.an estimated accuracy of +/- 6 seconds.
 FE0076
 FE0076.The orthometric height was determined by differential leveling
 FE0076.and adjusted by the National Geodetic Survey in June 1991..
 FE0076
 FE0076.The geoid height was determined by GEOID03.
 FE0076
 FE0076.The dynamic height is computed by dividing the NAVD 88
 FE0076.geopotential number by the normal gravity value computed on the
 FE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0076.degrees latitude (g = 980.6199 gals.).
 FE0076
 FE0076.The modeled gravity was interpolated from observed gravity values.
 FE0076
 FE0076;                    North         East    Units  Estimated Accuracy
 FE0076;SPC TN       -   177,270.      407,640.      MT  (+/- 180 meters Scaled)
 FE0076
 FE0076                          SUPERSEDED SURVEY CONTROL
 FE0076
 FE0076  NGVD 29 (??/??/??)  132.404  (m)          434.40   (f) ADJUSTED    1 2
 FE0076
 FE0076.Superseded values are not recommended for survey control.
 FE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0076.See file dsdata.txt to determine how the superseded data were derived.
 FE0076
 FE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE979748(NAD 83)
 FE0076_MARKER: DD = SURVEY DISK
 FE0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0076_STAMPING: LHT 1543 1940
 FE0076_MARK LOGO: TVA   
 FE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0076+STABILITY: SURFACE MOTION
 FE0076
 FE0076  HISTORY     - Date     Condition        Report By
 FE0076  HISTORY     - 1940     MONUMENTED       TVA
 FE0076  HISTORY     - 1947     GOOD             CGS
 FE0076  HISTORY     - 1972     GOOD             TVA
 FE0076
 FE0076                          STATION DESCRIPTION
 FE0076
 FE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0076'11.7 MI S FROM CAMDEN.
 FE0076'ABOUT 11.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0076'COURTHOUSE AT CAMDEN, ABOUT 2.8 MILES NORTH OF THE POST OFFICE
 FE0076'AT HOLLADAY, ABOUT 150 YARDS NORTH OF THE WOODEN BRIDGE OVER COON
 FE0076'CREEK, IN THE FRONT YARD OF A SMALL FRAME FARMHOUSE, ON THE
 FE0076'SOUTHEAST BANK OF A HIGHWAY CUT, 91 FEET SOUTHWEST OF THE CENTER
 FE0076'LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 52 FEET WEST OF THE
 FE0076'SOUTHWEST CORNER OF THE HOUSE, 45 FEET EAST OF THE CENTER LINE
 FE0076'OF THE HIGHWAY, 9 FEET EAST OF A POWER POLE, 2 FEET NORTHEAST OF
 FE0076'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY,
 FE0076'AND IN THE TOP OF A CONCETE POST PROJECTING ABOUT 3 INCHES.
 FE0076'NOTE-- STATION IS IN FRONT YARD OF RED BRICK HOUSE PLUS OR MINUS
 FE0076'120.0 FT S 80 W FROM SW CORNER OF SAID HOUSE.  14.0 FT S 15 W FROM
 FE0076'36 IN FORKED RED OAK, 12.4 FT E OF TELEPHONE POLE, 19.0 FT S
 FE0076'85 W FROM NW CORNER OF TRAILER HOUSE.
 FE0076
 FE0076                          STATION RECOVERY (1972)
 FE0076
 FE0076'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0079 ***********************************************************************
 FE0079  DESIGNATION -  LHT 1544
 FE0079  PID         -  FE0079
 FE0079  STATE/COUNTY-  TN/BENTON
 FE0079  USGS QUAD   -  HOLLADAY (1987)
 FE0079
 FE0079                         *CURRENT SURVEY CONTROL
 FE0079  ___________________________________________________________________
 FE0079* NAD 83(1986)-  35 52 07.     (N)    088 08 47.     (W)     SCALED    
 FE0079* NAVD 88     -       143.578  (meters)     471.06   (feet)  ADJUSTED  
 FE0079  ___________________________________________________________________
 FE0079  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE0079  DYNAMIC HT  -         143.454 (meters)     470.65  (feet)  COMP
 FE0079  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 FE0079
 FE0079  VERT ORDER  -  FIRST     CLASS II
 FE0079
 FE0079.The horizontal coordinates were scaled from a topographic map and have
 FE0079.an estimated accuracy of +/- 6 seconds.
 FE0079
 FE0079.The orthometric height was determined by differential leveling
 FE0079.and adjusted by the National Geodetic Survey in June 1991..
 FE0079
 FE0079.The geoid height was determined by GEOID03.
 FE0079
 FE0079.The dynamic height is computed by dividing the NAVD 88
 FE0079.geopotential number by the normal gravity value computed on the
 FE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0079.degrees latitude (g = 980.6199 gals.).
 FE0079
 FE0079.The modeled gravity was interpolated from observed gravity values.
 FE0079
 FE0079;                    North         East    Units  Estimated Accuracy
 FE0079;SPC TN       -   172,460.      406,180.      MT  (+/- 180 meters Scaled)
 FE0079
 FE0079                          SUPERSEDED SURVEY CONTROL
 FE0079
 FE0079  NGVD 29 (??/??/??)  143.601  (m)          471.13   (f) ADJUSTED    1 2
 FE0079
 FE0079.Superseded values are not recommended for survey control.
 FE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0079.See file dsdata.txt to determine how the superseded data were derived.
 FE0079
 FE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE965699(NAD 83)
 FE0079_MARKER: DD = SURVEY DISK
 FE0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0079_STAMPING: LHT 1544 1940
 FE0079_MARK LOGO: TVA   
 FE0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0079+STABILITY: SURFACE MOTION
 FE0079
 FE0079  HISTORY     - Date     Condition        Report By
 FE0079  HISTORY     - 1940     MONUMENTED       TVA
 FE0079  HISTORY     - 1947     GOOD             CGS
 FE0079
 FE0079                          STATION DESCRIPTION
 FE0079
 FE0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0079'14.6 MI S FROM CAMDEN.
 FE0079'ABOUT 14.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0079'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE SOUTH OF THE POST OFFICE AT
 FE0079'HOLLADAY, AT A TURN IN THE HIGHWAY WITH TANGENTS LEADING NORTH
 FE0079'AND EAST, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, IN THE
 FE0079'FRONT LAWN OF THE RESIDENCE OF MRS. NOWELL, 18 FEET NORTH OF
 FE0079'THE NORTHEAST CORNER OF THE HOUSE, 31 FEET SOUTH OF THE CENTER
 FE0079'LINE OF THE GRAVEL ROAD, ABOUT IN LINE WITH THE CENTER LINE OF THE
 FE0079'NORTH TANGENT OF THE HIGHWAY, 44 FEET EAST OF A 16-INCH TREE, 9
 FE0079'FEET WEST OF ANOTHER 16-INCH TREE, ABOUT 2 FEET HIGHER THAN THE
 FE0079'JUNCTION, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 FE0079'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0080 ***********************************************************************
 FE0080  DESIGNATION -  LHT 1545
 FE0080  PID         -  FE0080
 FE0080  STATE/COUNTY-  TN/BENTON
 FE0080  USGS QUAD   -  HOLLADAY (1987)
 FE0080
 FE0080                         *CURRENT SURVEY CONTROL
 FE0080  ___________________________________________________________________
 FE0080* NAD 83(1986)-  35 52 17.     (N)    088 07 44.     (W)     SCALED    
 FE0080* NAVD 88     -       160.354  (meters)     526.09   (feet)  ADJUSTED  
 FE0080  ___________________________________________________________________
 FE0080  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0080  DYNAMIC HT  -         160.216 (meters)     525.64  (feet)  COMP
 FE0080  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FE0080
 FE0080  VERT ORDER  -  FIRST     CLASS II
 FE0080
 FE0080.The horizontal coordinates were scaled from a topographic map and have
 FE0080.an estimated accuracy of +/- 6 seconds.
 FE0080
 FE0080.The orthometric height was determined by differential leveling
 FE0080.and adjusted by the National Geodetic Survey in June 1991..
 FE0080
 FE0080.The geoid height was determined by GEOID03.
 FE0080
 FE0080.The dynamic height is computed by dividing the NAVD 88
 FE0080.geopotential number by the normal gravity value computed on the
 FE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0080.degrees latitude (g = 980.6199 gals.).
 FE0080
 FE0080.The modeled gravity was interpolated from observed gravity values.
 FE0080
 FE0080;                    North         East    Units  Estimated Accuracy
 FE0080;SPC TN       -   172,740.      407,770.      MT  (+/- 180 meters Scaled)
 FE0080
 FE0080                          SUPERSEDED SURVEY CONTROL
 FE0080
 FE0080  NGVD 29 (??/??/??)  160.378  (m)          526.17   (f) ADJUSTED    1 2
 FE0080
 FE0080.Superseded values are not recommended for survey control.
 FE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0080.See file dsdata.txt to determine how the superseded data were derived.
 FE0080
 FE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE980702(NAD 83)
 FE0080_MARKER: DD = SURVEY DISK
 FE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0080_STAMPING: LHT 1545 1940
 FE0080_MARK LOGO: TVA   
 FE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0080+STABILITY: SURFACE MOTION
 FE0080
 FE0080  HISTORY     - Date     Condition        Report By
 FE0080  HISTORY     - 1940     MONUMENTED       TVA
 FE0080  HISTORY     - 1947     GOOD             CGS
 FE0080
 FE0080                          STATION DESCRIPTION
 FE0080
 FE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0080'15.4 MI S FROM CAMDEN.
 FE0080'ABOUT 15.4 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0080'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE SOUTH AND 0.8 MILE EAST OF
 FE0080'THE POST OFFICE AT HOLLADAY, ABOUT 0.4 MILE EAST OF THE
 FE0080'SINGLE-SPAN STEEL TRUSS BRIDGE OVER SYCAMORE CREEK, AT A CURVE
 FE0080'WITH TANGENTS LEADING NORTHEAST AND WEST, IN THE FRONT LAWN OF A
 FE0080'YELLOW FRAME FARMHOUSE, 101 FEET NORTH OF THE NORTHWEST CORNER
 FE0080'OF THE HOUSE, 63 FEET SOUTHEAST ACROSS THE HIGHWAY FROM THE
 FE0080'SOUTH CORNER OF A BARN, 34 FEET SOUTHEAST OF THE CENTER LINE
 FE0080'OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF A
 FE0080'DRIVEWAY, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP
 FE0080'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0087 ***********************************************************************
 FE0087  DESIGNATION -  LHT 1548
 FE0087  PID         -  FE0087
 FE0087  STATE/COUNTY-  TN/DECATUR
 FE0087  USGS QUAD   -  SUGAR TREE (1986)
 FE0087
 FE0087                         *CURRENT SURVEY CONTROL
 FE0087  ___________________________________________________________________
 FE0087* NAD 83(1986)-  35 50 20.     (N)    088 03 21.     (W)     SCALED    
 FE0087* NAVD 88     -       151.756  (meters)     497.89   (feet)  ADJUSTED  
 FE0087  ___________________________________________________________________
 FE0087  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0087  DYNAMIC HT  -         151.624 (meters)     497.45  (feet)  COMP
 FE0087  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 FE0087
 FE0087  VERT ORDER  -  FIRST     CLASS II
 FE0087
 FE0087.The horizontal coordinates were scaled from a topographic map and have
 FE0087.an estimated accuracy of +/- 6 seconds.
 FE0087
 FE0087.The orthometric height was determined by differential leveling
 FE0087.and adjusted by the National Geodetic Survey in June 1991..
 FE0087
 FE0087.The geoid height was determined by GEOID03.
 FE0087
 FE0087.The dynamic height is computed by dividing the NAVD 88
 FE0087.geopotential number by the normal gravity value computed on the
 FE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0087.degrees latitude (g = 980.6199 gals.).
 FE0087
 FE0087.The modeled gravity was interpolated from observed gravity values.
 FE0087
 FE0087;                    North         East    Units  Estimated Accuracy
 FE0087;SPC TN       -   168,990.      414,290.      MT  (+/- 180 meters Scaled)
 FE0087
 FE0087                          SUPERSEDED SURVEY CONTROL
 FE0087
 FE0087  NGVD 29 (??/??/??)  151.776  (m)          497.95   (f) ADJUSTED    1 2
 FE0087
 FE0087.Superseded values are not recommended for survey control.
 FE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0087.See file dsdata.txt to determine how the superseded data were derived.
 FE0087
 FE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE046665(NAD 83)
 FE0087_MARKER: DD = SURVEY DISK
 FE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0087_STAMPING: LHT 1548 1940
 FE0087_MARK LOGO: TVA   
 FE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0087+STABILITY: SURFACE MOTION
 FE0087
 FE0087  HISTORY     - Date     Condition        Report By
 FE0087  HISTORY     - 1940     MONUMENTED       TVA
 FE0087  HISTORY     - 1947     GOOD             CGS
 FE0087  HISTORY     - 1972     GOOD             TVA
 FE0087
 FE0087                          STATION DESCRIPTION
 FE0087
 FE0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0087'16.7 MI N FROM PARSONS.
 FE0087'ABOUT 16.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0087'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0087'ABOUT 1.4 MILES NORTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0087'ABOUT 3/4 MILE SOUTH OF THE BENTON-DECATUR COUNTY LINE, AT THE
 FE0087'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, ABOUT 335 FEET
 FE0087'EAST ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A LARGE
 FE0087'BRICK HOUSE, 29 FEET NORTH OF THE NORTHEAST END OF A 3-FOOT
 FE0087'WOODEN HIGHWAY CULVERT, 26 FEET NORTHEAST OF THE CENTER LINE
 FE0087'OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE PROLONGATION OF THE
 FE0087'CENTER LINE OF THE GRAVELED ROAD, 6 FEET SOUTHWEST OF A FENCE,
 FE0087'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1-1/2
 FE0087'FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0087'PROJECTING ABOUT 4 INCHES.  NOTE-- USC AND GS POST AND SIGN
 FE0087'PLUS OR MINUS 2.0 FT. NE OF MARKER.
 FE0087
 FE0087                          STATION RECOVERY (1972)
 FE0087
 FE0087'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1975 ***********************************************************************
 GA1975  DESIGNATION -  LHT 155
 GA1975  PID         -  GA1975
 GA1975  STATE/COUNTY-  TN/JEFFERSON
 GA1975  USGS QUAD   -  WHITE PINE (1961)
 GA1975
 GA1975                         *CURRENT SURVEY CONTROL
 GA1975  ___________________________________________________________________
 GA1975* NAD 83(1986)-  36 06 13.     (N)    083 19 23.     (W)     SCALED    
 GA1975* NAVD 88     -       371.56   (+/-2cm)    1219.0    (feet)  VERTCON   
 GA1975  ___________________________________________________________________
 GA1975  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1975
 GA1975  VERT ORDER  -  ? (See Below)
 GA1975
 GA1975.The horizontal coordinates were scaled from a topographic map and have
 GA1975.an estimated accuracy of +/- 6 seconds.
 GA1975
 GA1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1975.The vertical order pertains to the NGVD 29 superseded value.
 GA1975
 GA1975.The geoid height was determined by GEOID03.
 GA1975
 GA1975;                    North         East    Units  Estimated Accuracy
 GA1975;SPC TN       -   199,710.      841,010.      MT  (+/- 180 meters Scaled)
 GA1975
 GA1975                          SUPERSEDED SURVEY CONTROL
 GA1975
 GA1975  NGVD 29 (??/??/92)  371.708  (m)         1219.51   (f) ADJ UNCH    ?  
 GA1975
 GA1975.Superseded values are not recommended for survey control.
 GA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1975.See file dsdata.txt to determine how the superseded data were derived.
 GA1975
 GA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV908979(NAD 83)
 GA1975_MARKER: DD = SURVEY DISK
 GA1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1975+STABILITY: SURFACE MOTION
 GA1975
 GA1975  HISTORY     - Date     Condition        Report By
 GA1975  HISTORY     - UNK      MONUMENTED       TVA
 GA1975  HISTORY     - 1936     GOOD             TVA
 GA1975  HISTORY     - 1968     GOOD             TNDT
 GA1975
 GA1975                          STATION DESCRIPTION
 GA1975
 GA1975'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1975'1 MI SW FROM WHITE PINE.
 GA1975'1.0 MILE SOUTHWEST ALONG THE NINA COUNTY ROAD FROM THE INTERSECTION
 GA1975'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, THENCE 1.8
 GA1975'MILES NORTHWEST ALONG A COUNTY ROAD, 0.3 MILE NORTHWEST OF THE
 GA1975'JUNCTION OF THE WESTMINSTER CEMETERY COUNTY ROAD, ON THE S.M.
 GA1975'SARTAIN PROPERTY, IN THE FARMYARD, ON THE NORTH SIDE OF THE
 GA1975'COUNTY ROAD, ON THE NORTHWEST SIDE OF A DRIVEWAY LEADING FROM
 GA1975'THE COUNTY ROAD TO THE FARMYARD, 325 FEET SOUTH OF A LARGE BARN,
 GA1975'250 FEET NORTH OF THE JUNCTION OF THE DRIVEWAY AND THE COUNTY
 GA1975'ROAD, 125 FEET SOUTH OF THE ONE-AND-HALF STORY FARMHOUSE, 43.9
 GA1975'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LAWN FENCE, 40.3
 GA1975'FEET NORTH OF A 4-INCH PERSIMMON TREE, 31.7 FEET WEST ALONG THE
 GA1975'FENCE LINE FROM THE EAST GATEPOST, AND ON THE EAST AND WEST FENCE
 GA1975'LINE BETWEEN THE FARMYARD AND THE ORCHARD.  A TENNESSEE VALLEY
 GA1975'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA1975
 GA1975                          STATION RECOVERY (1968)
 GA1975
 GA1975'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA1975'IN FRONT YARD 25 FT. W OF C/L PUT. DRIVE. 20 FT. NE OF AN APPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1976 ***********************************************************************
 GA1976  DESIGNATION -  LHT 156
 GA1976  PID         -  GA1976
 GA1976  STATE/COUNTY-  TN/JEFFERSON
 GA1976  USGS QUAD   -  WHITE PINE (1961)
 GA1976
 GA1976                         *CURRENT SURVEY CONTROL
 GA1976  ___________________________________________________________________
 GA1976* NAD 83(1986)-  36 05 55.     (N)    083 18 40.     (W)     SCALED    
 GA1976* NAVD 88     -       370.04   (+/-2cm)    1214.0    (feet)  VERTCON   
 GA1976  ___________________________________________________________________
 GA1976  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1976
 GA1976  VERT ORDER  -  ? (See Below)
 GA1976
 GA1976.The horizontal coordinates were scaled from a topographic map and have
 GA1976.an estimated accuracy of +/- 6 seconds.
 GA1976
 GA1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1976.The vertical order pertains to the NGVD 29 superseded value.
 GA1976
 GA1976.The geoid height was determined by GEOID03.
 GA1976
 GA1976;                    North         East    Units  Estimated Accuracy
 GA1976;SPC TN       -   199,180.      842,100.      MT  (+/- 180 meters Scaled)
 GA1976
 GA1976                          SUPERSEDED SURVEY CONTROL
 GA1976
 GA1976  NGVD 29 (??/??/92)  370.191  (m)         1214.54   (f) ADJ UNCH    ?  
 GA1976
 GA1976.Superseded values are not recommended for survey control.
 GA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1976.See file dsdata.txt to determine how the superseded data were derived.
 GA1976
 GA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV919973(NAD 83)
 GA1976_MARKER: DD = SURVEY DISK
 GA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1976+STABILITY: SURFACE MOTION
 GA1976
 GA1976  HISTORY     - Date     Condition        Report By
 GA1976  HISTORY     - UNK      MONUMENTED       TVA
 GA1976  HISTORY     - 1936     GOOD             TVA
 GA1976
 GA1976                          STATION DESCRIPTION
 GA1976
 GA1976'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1976'1 MI SW FROM WHITE PINE.
 GA1976'1.0 MILE SOUTHWEST ALONG THE NINA COUNTY ROAD FROM THE
 GA1976'INTERSECTION, OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON
 GA1976'COUNTY, THENCE 1 MILE WEST ALONG A COUNTY ROAD, AT THE JUNCTION
 GA1976'OF A COUNTY ROAD LEADING SOUTHWEST TO DANDRIDGE, IN THE WEST
 GA1976'CORNER OF THE ROAD INTERSECTION, ON THE E.H. TRON PROPERTY, 250
 GA1976'FEET NORTHEAST OF A LARGE BARN, 125 FEET SOUTHWEST OF A CORNER
 GA1976'POWER-TRANSMISSION LINE POLE, 125 FEET SOUTHEAST OF A LONE
 GA1976'8-INCH WALNUT TREE AT THE EDGE OF THE ROAD, 110 FEET WEST OF A
 GA1976'ONE AND ONE HALF STORY FARMHOUSE, 100 FEET SOUTHWEST OF THE ROAD
 GA1976'INTERSECTION, 100 FEET NORTH OF A CHICKEN HOUSE, 39.5 FEET
 GA1976'SOUTHWEST OF A 42-INCH THREE PRONGED RED OAK TREE, 20.9 FEET SOUTH
 GA1976'OF A 12-INCH THREE PRONGED CEDAR TREE, 27.1 FEET WEST OF A
 GA1976'12-INCH FORKED CEDAR TREE, AND IN THE WOODS.  A TENNESSEE VALLEY
 GA1976'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0121 ***********************************************************************
 FC0121  DESIGNATION -  LHT 1564
 FC0121  PID         -  FC0121
 FC0121  STATE/COUNTY-  TN/ROANE
 FC0121  USGS QUAD   -  ELVERTON (1990)
 FC0121
 FC0121                         *CURRENT SURVEY CONTROL
 FC0121  ___________________________________________________________________
 FC0121* NAD 83(1986)-  35 58 46.     (N)    084 26 18.     (W)     SCALED    
 FC0121* NAVD 88     -       260.005  (meters)     853.03   (feet)  ADJUSTED  
 FC0121  ___________________________________________________________________
 FC0121  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0121  DYNAMIC HT  -         259.768 (meters)     852.26  (feet)  COMP
 FC0121  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FC0121
 FC0121  VERT ORDER  -  FIRST     CLASS II
 FC0121
 FC0121.The horizontal coordinates were scaled from a topographic map and have
 FC0121.an estimated accuracy of +/- 6 seconds.
 FC0121
 FC0121.The orthometric height was determined by differential leveling
 FC0121.and adjusted by the National Geodetic Survey in June 1991..
 FC0121
 FC0121.The geoid height was determined by GEOID03.
 FC0121
 FC0121.The dynamic height is computed by dividing the NAVD 88
 FC0121.geopotential number by the normal gravity value computed on the
 FC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0121.degrees latitude (g = 980.6199 gals.).
 FC0121
 FC0121.The modeled gravity was interpolated from observed gravity values.
 FC0121
 FC0121;                    North         East    Units  Estimated Accuracy
 FC0121;SPC TN       -   183,760.      740,830.      MT  (+/- 180 meters Scaled)
 FC0121
 FC0121                          SUPERSEDED SURVEY CONTROL
 FC0121
 FC0121  NGVD 29 (??/??/92)  260.126  (m)          853.43   (f) ADJ UNCH    1 2
 FC0121
 FC0121.Superseded values are not recommended for survey control.
 FC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0121.See file dsdata.txt to determine how the superseded data were derived.
 FC0121
 FC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE309847(NAD 83)
 FC0121_MARKER: DD = SURVEY DISK
 FC0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0121_STAMPING: LHT 1564 1940
 FC0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0121+STABILITY: SURFACE MOTION
 FC0121
 FC0121  HISTORY     - Date     Condition        Report By
 FC0121  HISTORY     - 1940     MONUMENTED       TVA
 FC0121  HISTORY     - 1950     GOOD             NGS
 FC0121  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0121
 FC0121                          STATION DESCRIPTION
 FC0121
 FC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0121'0.2 MI NE FROM ELVERTON.
 FC0121'ABOUT 0.25 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0121'STATION AT ELVERTON, AT A PRIVATE ROAD CROSSING, 175 FEET
 FC0121'NORTHWEST OF THE NORTHWEST RAIL, 27 FEET SOUTHEAST OF THE CENTER
 FC0121'LINE OF STATE HIGHWAY 61, 19 FEET WEST OF A 16-INCH APPLE TREE, 16
 FC0121'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1 FOOT EAST OF A
 FC0121'T.V.A. STEEL WITNESS POST, ABOUT 10 FEET ABOVE THE TRACK, ABOUT
 FC0121'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0121'PROJECTING 4 INCHES.
 FC0121
 FC0121                          STATION RECOVERY (1967)
 FC0121
 FC0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0531 ***********************************************************************
 GB0531  DESIGNATION -  LHT 1567
 GB0531  PID         -  GB0531
 GB0531  STATE/COUNTY-  TN/ROANE
 GB0531  USGS QUAD   -  PETROS (1979)
 GB0531
 GB0531                         *CURRENT SURVEY CONTROL
 GB0531  ___________________________________________________________________
 GB0531* NAD 83(1986)-  36 00 10.     (N)    084 23 57.     (W)     SCALED    
 GB0531* NAVD 88     -       267.082  (meters)     876.25   (feet)  POSTED    
 GB0531  ___________________________________________________________________
 GB0531  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0531  DYNAMIC HT  -         266.840 (meters)     875.46  (feet)  COMP
 GB0531  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 GB0531
 GB0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB0531
 GB0531.The horizontal coordinates were scaled from a topographic map and have
 GB0531.an estimated accuracy of +/- 6 seconds.
 GB0531
 GB0531.The orthometric height was determined by differential leveling
 GB0531.and adjusted by the National Geodetic Survey in 1992..
 GB0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB0531.rate of 0.0 thru 1.0 mm/km.
 GB0531
 GB0531.The geoid height was determined by GEOID03.
 GB0531
 GB0531.The dynamic height is computed by dividing the NAVD 88
 GB0531.geopotential number by the normal gravity value computed on the
 GB0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0531.degrees latitude (g = 980.6199 gals.).
 GB0531
 GB0531.The modeled gravity was interpolated from observed gravity values.
 GB0531
 GB0531;                    North         East    Units  Estimated Accuracy
 GB0531;SPC TN       -   186,400.      744,320.      MT  (+/- 180 meters Scaled)
 GB0531
 GB0531                          SUPERSEDED SURVEY CONTROL
 GB0531
 GB0531  NGVD 29 (??/??/92)  267.200  (m)          876.64   (f) ADJ UNCH    1 2
 GB0531
 GB0531.Superseded values are not recommended for survey control.
 GB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0531.See file dsdata.txt to determine how the superseded data were derived.
 GB0531
 GB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE344873(NAD 83)
 GB0531_MARKER: DD = SURVEY DISK
 GB0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0531_STAMPING: LHT 1567 1940
 GB0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0531+STABILITY: SURFACE MOTION
 GB0531
 GB0531  HISTORY     - Date     Condition        Report By
 GB0531  HISTORY     - 1940     MONUMENTED       TVA
 GB0531  HISTORY     - 1950     GOOD             NGS
 GB0531  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0531
 GB0531                          STATION DESCRIPTION
 GB0531
 GB0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0531'1 MI SW FROM SCANDLYN.
 GB0531'ABOUT 1.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE FLAG
 GB0531'STATION AT SCANDLYN, 125 FEET NORTH OF MILE POST 40, AT A ROAD
 GB0531'CROSSING, 59 FEET NORTHWEST OF THE NORTHWEST RAIL, 29.5 FEET
 GB0531'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 61, 46 FEET SOUTHWEST
 GB0531'AND ACROSS ROAD FROM TELEPHONE POLE NO. 841, 62 FEET NORTHWEST
 GB0531'OF THE CENTER OF THE CROSSING, 37.5 FEET NORTHWEST OF THE SOUTHWEST
 GB0531'END OF AN IRON PIPE CULVERT UNDER ROAD, 50 FEET NORTH OF A TALL
 GB0531'TELEPHONE POLE, IN A CULTIVATED FIELD, 1 FOOT BELOW THE HIGHWAY,
 GB0531'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0531'PROJECTING 3 INCHES.
 GB0531
 GB0531                          STATION RECOVERY (1967)
 GB0531
 GB0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1987 ***********************************************************************
 GA1987  DESIGNATION -  LHT 158
 GA1987  PID         -  GA1987
 GA1987  STATE/COUNTY-  TN/JEFFERSON
 GA1987  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1987
 GA1987                         *CURRENT SURVEY CONTROL
 GA1987  ___________________________________________________________________
 GA1987* NAD 83(1986)-  36 06 48.     (N)    083 29 21.     (W)     SCALED    
 GA1987* NAVD 88     -       366.16   (+/-2cm)    1201.3    (feet)  VERTCON   
 GA1987  ___________________________________________________________________
 GA1987  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA1987
 GA1987  VERT ORDER  -  ? (See Below)
 GA1987
 GA1987.The horizontal coordinates were scaled from a topographic map and have
 GA1987.an estimated accuracy of +/- 6 seconds.
 GA1987
 GA1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1987.The vertical order pertains to the NGVD 29 superseded value.
 GA1987
 GA1987.The geoid height was determined by GEOID03.
 GA1987
 GA1987;                    North         East    Units  Estimated Accuracy
 GA1987;SPC TN       -   200,390.      826,030.      MT  (+/- 180 meters Scaled)
 GA1987
 GA1987                          SUPERSEDED SURVEY CONTROL
 GA1987
 GA1987  NGVD 29 (??/??/92)  366.284  (m)         1201.72   (f) ADJ UNCH    ?  
 GA1987
 GA1987.Superseded values are not recommended for survey control.
 GA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1987.See file dsdata.txt to determine how the superseded data were derived.
 GA1987
 GA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV759993(NAD 83)
 GA1987_MARKER: DD = SURVEY DISK
 GA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1987+STABILITY: SURFACE MOTION
 GA1987
 GA1987  HISTORY     - Date     Condition        Report By
 GA1987  HISTORY     - UNK      MONUMENTED       TVA
 GA1987  HISTORY     - 1937     GOOD             TVA
 GA1987
 GA1987                          STATION DESCRIPTION
 GA1987
 GA1987'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1987'1 MI S FROM JEFFERSON CITY.
 GA1987'1 MILE SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF U.S.
 GA1987'HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT THE SOUTH
 GA1987'EDGE OF THE CITY, AT THE INTERSECTION OF THE LAST STREET IN THE
 GA1987'SOUTH PART OF TOWN, 25 FEET NORTHEAST OF THE CENTER OF THE
 GA1987'INTERSECTION, ON THE EAST SIDE OF THE HIGHWAY AND THE NORTH SIDE OF
 GA1987'THE CITY STREET, ON THE PROPERTY OF MRS. J.H. JONES, 69.1 FEET
 GA1987'NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF THE BROWN QUARRELS
 GA1987'HOUSE, 4.6 FEET EAST OF A POWER-TRANSMISSION LINE POLE, AND AT THE
 GA1987'SOUTHWEST CORNER OF A FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1987'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0563 ***********************************************************************
 FD0563  DESIGNATION -  LHT 1581
 FD0563  PID         -  FD0563
 FD0563  STATE/COUNTY-  TN/WILLIAMSON
 FD0563  USGS QUAD   -  SPRING HILL (1979)
 FD0563
 FD0563                         *CURRENT SURVEY CONTROL
 FD0563  ___________________________________________________________________
 FD0563* NAD 83(1986)-  35 45 09.     (N)    086 54 40.     (W)     SCALED    
 FD0563* NAVD 88     -       243.112  (meters)     797.61   (feet)  ADJUSTED  
 FD0563  ___________________________________________________________________
 FD0563  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0563  DYNAMIC HT  -         242.897 (meters)     796.90  (feet)  COMP
 FD0563  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0563
 FD0563  VERT ORDER  -  SECOND    CLASS 0
 FD0563
 FD0563.The horizontal coordinates were scaled from a topographic map and have
 FD0563.an estimated accuracy of +/- 6 seconds.
 FD0563
 FD0563.The orthometric height was determined by differential leveling
 FD0563.and adjusted by the National Geodetic Survey in June 1991..
 FD0563
 FD0563.The geoid height was determined by GEOID03.
 FD0563
 FD0563.The dynamic height is computed by dividing the NAVD 88
 FD0563.geopotential number by the normal gravity value computed on the
 FD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0563.degrees latitude (g = 980.6199 gals.).
 FD0563
 FD0563.The modeled gravity was interpolated from observed gravity values.
 FD0563
 FD0563;                    North         East    Units  Estimated Accuracy
 FD0563;SPC TN       -   157,840.      517,600.      MT  (+/- 180 meters Scaled)
 FD0563
 FD0563                          SUPERSEDED SURVEY CONTROL
 FD0563
 FD0563  NGVD 29 (??/??/92)  243.082  (m)          797.51   (f) ADJ UNCH    2 0
 FD0563
 FD0563.Superseded values are not recommended for survey control.
 FD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0563.See file dsdata.txt to determine how the superseded data were derived.
 FD0563
 FD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE080565(NAD 83)
 FD0563_MARKER: DD = SURVEY DISK
 FD0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0563_STAMPING: LHT 1581 1940
 FD0563_MARK LOGO: TVA   
 FD0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0563+STABILITY: SURFACE MOTION
 FD0563
 FD0563  HISTORY     - Date     Condition        Report By
 FD0563  HISTORY     - 1940     MONUMENTED       TVA
 FD0563  HISTORY     - 1960     GOOD             NGS
 FD0563  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0563
 FD0563                          STATION DESCRIPTION
 FD0563
 FD0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0563'1 MI E FROM SPRING HILL.
 FD0563'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0563'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 1.0
 FD0563'MILE EAST ON DUPLEX RD.  THE BENCH MARK IS 54 FT. WEST OF THE
 FD0563'CENTER OF A FENCE GATE, 20 FT. NORTH OF THE CENTER OF DUPLEX RD.,
 FD0563'11 FT. EAST OF A 36 INCH TREE, AND 0.8 FT. NORTH OF A WITNESS
 FD0563'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD0563'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0563
 FD0563                          STATION RECOVERY (1984)
 FD0563
 FD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0563'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0562 ***********************************************************************
 FD0562  DESIGNATION -  LHT 1582
 FD0562  PID         -  FD0562
 FD0562  STATE/COUNTY-  TN/WILLIAMSON
 FD0562  USGS QUAD   -  SPRING HILL (1979)
 FD0562
 FD0562                         *CURRENT SURVEY CONTROL
 FD0562  ___________________________________________________________________
 FD0562* NAD 83(1986)-  35 45 09.     (N)    086 54 31.     (W)     SCALED    
 FD0562* NAVD 88     -       233.543  (meters)     766.22   (feet)  ADJUSTED  
 FD0562  ___________________________________________________________________
 FD0562  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0562  DYNAMIC HT  -         233.336 (meters)     765.54  (feet)  COMP
 FD0562  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 FD0562
 FD0562  VERT ORDER  -  FIRST     CLASS II
 FD0562
 FD0562.The horizontal coordinates were scaled from a topographic map and have
 FD0562.an estimated accuracy of +/- 6 seconds.
 FD0562
 FD0562.The orthometric height was determined by differential leveling
 FD0562.and adjusted by the National Geodetic Survey in June 1991..
 FD0562
 FD0562.The geoid height was determined by GEOID03.
 FD0562
 FD0562.The dynamic height is computed by dividing the NAVD 88
 FD0562.geopotential number by the normal gravity value computed on the
 FD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0562.degrees latitude (g = 980.6199 gals.).
 FD0562
 FD0562.The modeled gravity was interpolated from observed gravity values.
 FD0562
 FD0562;                    North         East    Units  Estimated Accuracy
 FD0562;SPC TN       -   157,840.      517,830.      MT  (+/- 180 meters Scaled)
 FD0562
 FD0562                          SUPERSEDED SURVEY CONTROL
 FD0562
 FD0562  NGVD 29 (??/??/92)  233.513  (m)          766.12   (f) ADJ UNCH    1 2
 FD0562
 FD0562.Superseded values are not recommended for survey control.
 FD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0562.See file dsdata.txt to determine how the superseded data were derived.
 FD0562
 FD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE082565(NAD 83)
 FD0562_MARKER: DD = SURVEY DISK
 FD0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0562_STAMPING: LHT 1582 1940
 FD0562_MARK LOGO: TVA   
 FD0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0562+STABILITY: SURFACE MOTION
 FD0562
 FD0562  HISTORY     - Date     Condition        Report By
 FD0562  HISTORY     - 1940     MONUMENTED       TVA
 FD0562  HISTORY     - 1960     GOOD             NGS
 FD0562  HISTORY     - 1984     GOOD             NGS
 FD0562
 FD0562                          STATION DESCRIPTION
 FD0562
 FD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0562'1.1 MI E FROM SPRING HILL.
 FD0562'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0562'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 1.1
 FD0562'MILE EAST ON DUPLEX RD.  THE BENCH MARK IS 22 FT. SOUTH OF THE
 FD0562'CENTER OF DUPLEX RD., 22 FT. EAST OF THE CENTER OF A PRIVATE
 FD0562'DRIVE, 10 FT. EAST OF A TELEPHONE POLE, 1.5 FT. NORTH OF A FENCE,
 FD0562'AND 0.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0562'OF A CONCRETE POST PROJECTING 1 INCH AND ABOUT 3 FT. ABOVE THE
 FD0562'LEVEL OF THE ROAD.
 FD0562
 FD0562                          STATION RECOVERY (1984)
 FD0562
 FD0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0562'RECOVERED IN GOOD CONDITION.
 FD0562'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 FD0562'THE MARK IS ABOVE LEVEL WITH DUPLEX ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1986 ***********************************************************************
 GA1986  DESIGNATION -  LHT 159
 GA1986  PID         -  GA1986
 GA1986  STATE/COUNTY-  TN/JEFFERSON
 GA1986  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1986
 GA1986                         *CURRENT SURVEY CONTROL
 GA1986  ___________________________________________________________________
 GA1986* NAD 83(1986)-  36 06 06.     (N)    083 28 58.     (W)     SCALED    
 GA1986* NAVD 88     -       395.26   (+/-2cm)    1296.8    (feet)  VERTCON   
 GA1986  ___________________________________________________________________
 GA1986  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA1986
 GA1986  VERT ORDER  -  ? (See Below)
 GA1986
 GA1986.The horizontal coordinates were scaled from a topographic map and have
 GA1986.an estimated accuracy of +/- 6 seconds.
 GA1986
 GA1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1986.The vertical order pertains to the NGVD 29 superseded value.
 GA1986
 GA1986.The geoid height was determined by GEOID03.
 GA1986
 GA1986;                    North         East    Units  Estimated Accuracy
 GA1986;SPC TN       -   199,110.      826,640.      MT  (+/- 180 meters Scaled)
 GA1986
 GA1986                          SUPERSEDED SURVEY CONTROL
 GA1986
 GA1986  NGVD 29 (??/??/92)  395.385  (m)         1297.19   (f) ADJ UNCH    ?  
 GA1986
 GA1986.Superseded values are not recommended for survey control.
 GA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1986.See file dsdata.txt to determine how the superseded data were derived.
 GA1986
 GA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV764980(NAD 83)
 GA1986_MARKER: DD = SURVEY DISK
 GA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1986+STABILITY: SURFACE MOTION
 GA1986
 GA1986  HISTORY     - Date     Condition        Report By
 GA1986  HISTORY     - UNK      MONUMENTED       TVA
 GA1986  HISTORY     - 1937     GOOD             TVA
 GA1986
 GA1986                          STATION DESCRIPTION
 GA1986
 GA1986'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1986'2 MI S FROM JEFFERSON CITY.
 GA1986'2 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1986'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT BRAVELLY
 GA1986'HILL, AT A ROAD INTERSECTION, 67.4 FEET EAST ACROSS THE HIGHWAY
 GA1986'FROM THE CORNER OF A GULF SERVICE STATION, ON THE J.W. ELLIS
 GA1986'PROPERTY, 75 FEET SOUTH OF A DRIVEWAY LEADING TO THE ELLIS HOUSE,
 GA1986'54.2 FEET NORTHEAST OF POLE 78, 50.7 FEET NORTHWEST OF A 10-INCH
 GA1986'CEDAR TREE, 30 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 GA1986'ON THE EAST SIDE OF THE HIGHWAY, NEAR THE SOUTHWEST CORNER OF A
 GA1986'FENCE, AND 1 FOOT WEST OF THE FENCE LINE.  A TENNESSEE VALLEY
 GA1986'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1985 ***********************************************************************
 GA1985  DESIGNATION -  LHT 160
 GA1985  PID         -  GA1985
 GA1985  STATE/COUNTY-  TN/JEFFERSON
 GA1985  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1985
 GA1985                         *CURRENT SURVEY CONTROL
 GA1985  ___________________________________________________________________
 GA1985* NAD 83(1986)-  36 05 23.     (N)    083 28 23.     (W)     SCALED    
 GA1985* NAVD 88     -       421.67   (+/-2cm)    1383.4    (feet)  VERTCON   
 GA1985  ___________________________________________________________________
 GA1985  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA1985
 GA1985  VERT ORDER  -  ? (See Below)
 GA1985
 GA1985.The horizontal coordinates were scaled from a topographic map and have
 GA1985.an estimated accuracy of +/- 6 seconds.
 GA1985
 GA1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1985.The vertical order pertains to the NGVD 29 superseded value.
 GA1985
 GA1985.The geoid height was determined by GEOID03.
 GA1985
 GA1985;                    North         East    Units  Estimated Accuracy
 GA1985;SPC TN       -   197,810.      827,550.      MT  (+/- 180 meters Scaled)
 GA1985
 GA1985                          SUPERSEDED SURVEY CONTROL
 GA1985
 GA1985  NGVD 29 (??/??/92)  421.808  (m)         1383.88   (f) ADJ UNCH    ?  
 GA1985
 GA1985.Superseded values are not recommended for survey control.
 GA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1985.See file dsdata.txt to determine how the superseded data were derived.
 GA1985
 GA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV773967(NAD 83)
 GA1985_MARKER: DD = SURVEY DISK
 GA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1985+STABILITY: SURFACE MOTION
 GA1985
 GA1985  HISTORY     - Date     Condition        Report By
 GA1985  HISTORY     - UNK      MONUMENTED       TVA
 GA1985  HISTORY     - 1937     GOOD             TVA
 GA1985
 GA1985                          STATION DESCRIPTION
 GA1985
 GA1985'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1985'3 MI S FROM JEFFERSON CITY.
 GA1985'3 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1985'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, 1.0 MILE
 GA1985'SOUTHEAST OF GRAVELLY HILL, AT THE JUNCTION OF A ROAD LEADING WEST
 GA1985'TO NEW MARKET, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GA1985'15 FEET SOUTH OF THE CENTERLINE OF THE NEW MARKET ROAD, ON THE
 GA1985'BURF NICK PROPERTY, 400 FEET NORTH OF A LARGE RED BARN, 50.7 FEET
 GA1985'SOUTHWEST OF A WINDING ROAD SIGN, 48 FEET SOUTHEAST OF AN 8-INCH
 GA1985'CEDAR TREE, 12 FEET SOUTHWEST OF THE CROSSING OF TWO LINES OF
 GA1985'POLES, AND 8.6 FEET SOUTHWEST OF POLE 118.  A TENNESSEE VALLEY
 GA1985'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1984 ***********************************************************************
 GA1984  DESIGNATION -  LHT 161
 GA1984  PID         -  GA1984
 GA1984  STATE/COUNTY-  TN/JEFFERSON
 GA1984  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1984
 GA1984                         *CURRENT SURVEY CONTROL
 GA1984  ___________________________________________________________________
 GA1984* NAD 83(1986)-  36 04 53.     (N)    083 28 20.     (W)     SCALED    
 GA1984* NAVD 88     -       432.63   (+/-2cm)    1419.4    (feet)  VERTCON   
 GA1984  ___________________________________________________________________
 GA1984  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA1984
 GA1984  VERT ORDER  -  ? (See Below)
 GA1984
 GA1984.The horizontal coordinates were scaled from a topographic map and have
 GA1984.an estimated accuracy of +/- 6 seconds.
 GA1984
 GA1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1984.The vertical order pertains to the NGVD 29 superseded value.
 GA1984
 GA1984.The geoid height was determined by GEOID03.
 GA1984
 GA1984;                    North         East    Units  Estimated Accuracy
 GA1984;SPC TN       -   196,890.      827,640.      MT  (+/- 180 meters Scaled)
 GA1984
 GA1984                          SUPERSEDED SURVEY CONTROL
 GA1984
 GA1984  NGVD 29 (??/??/92)  432.767  (m)         1419.84   (f) ADJ UNCH    ?  
 GA1984
 GA1984.Superseded values are not recommended for survey control.
 GA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1984.See file dsdata.txt to determine how the superseded data were derived.
 GA1984
 GA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV773958(NAD 83)
 GA1984_MARKER: DD = SURVEY DISK
 GA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1984+STABILITY: SURFACE MOTION
 GA1984
 GA1984  HISTORY     - Date     Condition        Report By
 GA1984  HISTORY     - UNK      MONUMENTED       TVA
 GA1984  HISTORY     - 1937     GOOD             TVA
 GA1984
 GA1984                          STATION DESCRIPTION
 GA1984
 GA1984'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1984'3.7 MI S FROM JEFFERSON CITY.
 GA1984'3.7 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1984'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT A DIRT
 GA1984'ROAD INTERSECTION, 75 FEET NORTHEAST OF THE DIRT ROAD, 50 FEET
 GA1984'EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE ROY RANKIN PROPERTY,
 GA1984'76.9 FEET SOUTHEAST OF POLE 141, 37.6 FEET NORTHWEST OF THE
 GA1984'NORTHWEST CORNER OF THE RANKIN HOUSE, 26.5 FEET EAST OF THE NORTH
 GA1984'END OF THE STONE WALL IN FRONT OF THE HOUSE, 1 FOOT NORTH OF
 GA1984'THE NORTH SIDE OF THE FENCE AROUND THE HOUSE, AND ON THE OUTSIDE
 GA1984'OF THE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN
 GA1984'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1934 ***********************************************************************
 FC1934  DESIGNATION -  LHT 1616
 FC1934  PID         -  FC1934
 FC1934  STATE/COUNTY-  TN/MONROE
 FC1934  USGS QUAD   -  SWEETWATER (1989)
 FC1934
 FC1934                         *CURRENT SURVEY CONTROL
 FC1934  ___________________________________________________________________
 FC1934* NAD 83(1986)-  35 31 59.     (N)    084 23 14.     (W)     SCALED    
 FC1934* NAVD 88     -       301.99   (+/-2cm)     990.8    (feet)  VERTCON   
 FC1934  ___________________________________________________________________
 FC1934  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC1934
 FC1934  VERT ORDER  -  THIRD (See Below)
 FC1934
 FC1934.The horizontal coordinates were scaled from a topographic map and have
 FC1934.an estimated accuracy of +/- 6 seconds.
 FC1934
 FC1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1934.The vertical order pertains to the NGVD 29 superseded value.
 FC1934
 FC1934.The geoid height was determined by GEOID03.
 FC1934
 FC1934;                    North         East    Units  Estimated Accuracy
 FC1934;SPC TN       -   134,310.      746,250.      MT  (+/- 180 meters Scaled)
 FC1934
 FC1934                          SUPERSEDED SURVEY CONTROL
 FC1934
 FC1934  NGVD 29 (??/??/??)  302.07   (m)          991.0    (f) N HEIGHT    3  
 FC1934
 FC1934.Superseded values are not recommended for survey control.
 FC1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1934.See file dsdata.txt to determine how the superseded data were derived.
 FC1934
 FC1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE368353(NAD 83)
 FC1934_MARKER: DB = BENCH MARK DISK
 FC1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1934_SP_SET: SQUARE CONCRETE MONUMENT
 FC1934_STAMPING: LHT 1616 1940
 FC1934_MARK LOGO: TVA   
 FC1934_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1934+STABILITY: SURFACE MOTION
 FC1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1934+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1988
 FC1934
 FC1934  HISTORY     - Date     Condition        Report By
 FC1934  HISTORY     - 1940     MONUMENTED       TVA
 FC1934  HISTORY     - 19881109 GOOD             TNDT
 FC1934
 FC1934                          STATION DESCRIPTION
 FC1934
 FC1934'DESCRIBED BY TN DEPT OF TRANSP 1988
 FC1934'THE STATION IS LOCATED 1.9 MILES NORTHWEST FROM MADISONVILLE, TENN.
 FC1934'ON TENN HWY 68, MADISONVILLE TO SWEETWATER, RIGHT OF WAY.  MONUMENT
 FC1934'IS IN SOUTHWEST QUADRENT OF T ROAD SOUTHWEST AT FENCE CORNER, 100
 FC1934'FEET SOUTHWEST OF 1 STORY BROWN FRAME HOUSE, 100 FEET SOUTH OF LARGE
 FC1934'POND AT FENCE CORNER AND EAST POINT OF WOODS, S 85 DEGREES W, 40 FEET
 FC1934'FROM CENTERLINE OF T ROAD SOUTHWEST.  A STANDARD TVA BRONZE TABLET,
 FC1934'STAMPED LHT 1616 1940 AND SET IN A CONCRETE MONUMENT.  REF.  MARK 1,
 FC1934'2.51 FEET N 80 DEG.  W TO CORNER FENCE POST.  REF.  MARK 2, 30.8 FEET
 FC1934'S 40 DEG.  E TO HIGHWAY STOP SIGN.  REF.  MARK 3, 50.8 FEET N 63 DEG.
 FC1934'E TO A POWER POLE.  ELEVATION 991.051 FEET OR 302.073METERS.  T-2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1982 ***********************************************************************
 GA1982  DESIGNATION -  LHT 162
 GA1982  PID         -  GA1982
 GA1982  STATE/COUNTY-  TN/JEFFERSON
 GA1982  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1982
 GA1982                         *CURRENT SURVEY CONTROL
 GA1982  ___________________________________________________________________
 GA1982* NAD 83(1986)-  36 03 45.     (N)    083 28 44.     (W)     SCALED    
 GA1982* NAVD 88     -       390.83   (+/-2cm)    1282.2    (feet)  VERTCON   
 GA1982  ___________________________________________________________________
 GA1982  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1982
 GA1982  VERT ORDER  -  ? (See Below)
 GA1982
 GA1982.The horizontal coordinates were scaled from a topographic map and have
 GA1982.an estimated accuracy of +/- 6 seconds.
 GA1982
 GA1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1982.The vertical order pertains to the NGVD 29 superseded value.
 GA1982
 GA1982.The geoid height was determined by GEOID03.
 GA1982
 GA1982;                    North         East    Units  Estimated Accuracy
 GA1982;SPC TN       -   194,780.      827,100.      MT  (+/- 180 meters Scaled)
 GA1982
 GA1982                          SUPERSEDED SURVEY CONTROL
 GA1982
 GA1982  NGVD 29 (??/??/92)  390.971  (m)         1282.71   (f) ADJ UNCH    ?  
 GA1982
 GA1982.Superseded values are not recommended for survey control.
 GA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1982.See file dsdata.txt to determine how the superseded data were derived.
 GA1982
 GA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV767937(NAD 83)
 GA1982_MARKER: DD = SURVEY DISK
 GA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1982+STABILITY: SURFACE MOTION
 GA1982
 GA1982  HISTORY     - Date     Condition        Report By
 GA1982  HISTORY     - UNK      MONUMENTED       TVA
 GA1982  HISTORY     - 1937     GOOD             TVA
 GA1982
 GA1982                          STATION DESCRIPTION
 GA1982
 GA1982'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1982'5.2 MI S FROM JEFFERSON CITY.
 GA1982'5.2 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1982'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, 0.9 MILE
 GA1982'NORTHWEST OF THE INTERSECTION OF THE DUMPLIN VALLEY ROAD, AT
 GA1982'FLAT GAP, 200 FEET NORTHWEST OF THE GENERAL STORE, 115 FEET
 GA1982'NORTHWEST OF A TWO-STORY HOUSE, 94.5 FEET SOUTHWEST OF THE
 GA1982'SOUTHWEST CORNER OF FLAT GAP SCHOOL, 66.7 FEET SOUTHEAST OF A
 GA1982'HIGHWAY CURVE SIGN, 60.5 FEET NORTHEAST OF POLE 194, 45 FEET
 GA1982'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST
 GA1982'SIDE OF A GARDEN, AND ON THE GARDEN FENCE LINE.  A TENNESSEE
 GA1982'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1981 ***********************************************************************
 GA1981  DESIGNATION -  LHT 163
 GA1981  PID         -  GA1981
 GA1981  STATE/COUNTY-  TN/JEFFERSON
 GA1981  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1981
 GA1981                         *CURRENT SURVEY CONTROL
 GA1981  ___________________________________________________________________
 GA1981* NAD 83(1986)-  36 03 18.     (N)    083 27 57.     (W)     SCALED    
 GA1981* NAVD 88     -       354.06   (+/-2cm)    1161.6    (feet)  VERTCON   
 GA1981  ___________________________________________________________________
 GA1981  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1981
 GA1981  VERT ORDER  -  ? (See Below)
 GA1981
 GA1981.The horizontal coordinates were scaled from a topographic map and have
 GA1981.an estimated accuracy of +/- 6 seconds.
 GA1981
 GA1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1981.The vertical order pertains to the NGVD 29 superseded value.
 GA1981
 GA1981.The geoid height was determined by GEOID03.
 GA1981
 GA1981;                    North         East    Units  Estimated Accuracy
 GA1981;SPC TN       -   193,970.      828,300.      MT  (+/- 180 meters Scaled)
 GA1981
 GA1981                          SUPERSEDED SURVEY CONTROL
 GA1981
 GA1981  NGVD 29 (??/??/92)  354.211  (m)         1162.11   (f) ADJ UNCH    ?  
 GA1981
 GA1981.Superseded values are not recommended for survey control.
 GA1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1981.See file dsdata.txt to determine how the superseded data were derived.
 GA1981
 GA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV778928(NAD 83)
 GA1981_MARKER: DD = SURVEY DISK
 GA1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1981+STABILITY: SURFACE MOTION
 GA1981
 GA1981  HISTORY     - Date     Condition        Report By
 GA1981  HISTORY     - UNK      MONUMENTED       TVA
 GA1981  HISTORY     - 1937     GOOD             TVA
 GA1981
 GA1981                          STATION DESCRIPTION
 GA1981
 GA1981'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1981'4.4 MI NW FROM DANDRIDGE.
 GA1981'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1981'JEFFERSON COUNTY, 6.1 MILES SOUTH OF JEFFERSON CITY, 0.4 MILE
 GA1981'NORTHEAST ALONG THE DUMPLIN VALLEY ROAD FROM OAKLAND CHURCH,
 GA1981'AT THE INTERSECTION OF THE DUMPLIN VALLEY ROAD, 48.8 FEET NORTHEAST
 GA1981'OF A HIGHWAY STOP SIGN, 18 FEET SOUTHEAST OF THE CENTERLINE
 GA1981'OF THE CROSS ROAD, NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA1981'ON THE J.E. UNDERWOOD SONS PROPERTY, 150 FEET NORTHEAST OF THE
 GA1981'UNDERWOOD 1-B STORE, 110 FEET SOUTHWEST OF A TWO-STORY HOUSE,
 GA1981'26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 2 FEET
 GA1981'SOUTH OF THE PROPERTY LINE BETWEEN THE UNDERWOOD PROPERTY AND
 GA1981'THE W.B. BRUCE PROPERTY, AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 GA1981'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA1981'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1833 ***********************************************************************
 GA1833  DESIGNATION -  LHT 164
 GA1833  PID         -  GA1833
 GA1833  STATE/COUNTY-  TN/JEFFERSON
 GA1833  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1833
 GA1833                         *CURRENT SURVEY CONTROL
 GA1833  ___________________________________________________________________
 GA1833* NAD 83(1986)-  36 02 42.     (N)    083 28 49.     (W)     SCALED    
 GA1833* NAVD 88     -       341.72   (+/-2cm)    1121.1    (feet)  VERTCON   
 GA1833  ___________________________________________________________________
 GA1833  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA1833
 GA1833  VERT ORDER  -  ? (See Below)
 GA1833
 GA1833.The horizontal coordinates were scaled from a topographic map and have
 GA1833.an estimated accuracy of +/- 6 seconds.
 GA1833
 GA1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1833.The vertical order pertains to the NGVD 29 superseded value.
 GA1833
 GA1833.The geoid height was determined by GEOID03.
 GA1833
 GA1833;                    North         East    Units  Estimated Accuracy
 GA1833;SPC TN       -   192,830.      827,020.      MT  (+/- 180 meters Scaled)
 GA1833
 GA1833                          SUPERSEDED SURVEY CONTROL
 GA1833
 GA1833  NGVD 29 (??/??/92)  341.870  (m)         1121.62   (f) ADJ UNCH    ?  
 GA1833
 GA1833.Superseded values are not recommended for survey control.
 GA1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1833.See file dsdata.txt to determine how the superseded data were derived.
 GA1833
 GA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV765917(NAD 83)
 GA1833_MARKER: DD = SURVEY DISK
 GA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1833+STABILITY: SURFACE MOTION
 GA1833
 GA1833  HISTORY     - Date     Condition        Report By
 GA1833  HISTORY     - UNK      MONUMENTED       TVA
 GA1833  HISTORY     - 1936     GOOD             TVA
 GA1833
 GA1833                          STATION DESCRIPTION
 GA1833
 GA1833'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1833'0.6 MI SW FROM OAKLAND CHURCH.
 GA1833'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM OAKLAND CHURCH, 1
 GA1833'MILE SOUTHWEST OF THE J.E. UNDERWOOD SONS STORE AT THE INTERSECTION
 GA1833'OF STATE HIGHWAY 92, ON THE J.W. HORNER PROPERTY, 200 FEET SOUTHWEST
 GA1833'OF A ONE-STORY HOUSE, 175 FEET EAST OF ANOTHER ONE-STORY HOUSE, AT
 GA1833'THE JUNCTION OF A ROAD LEADING SOUTHEAST, 18 FEET SOUTHEAST OF
 GA1833'THE CENTERLINE OF THE COUNTY ROAD, 12 FEET NORTHEAST OF THE
 GA1833'CENTERLINE OF THE SIDE ROAD, 43 FEET SOUTHEAST OF AN 18-INCH
 GA1833'WALNUT TREE, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, AND
 GA1833'2.6 FEET SOUTHEAST OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 GA1833'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1832 ***********************************************************************
 GA1832  DESIGNATION -  LHT 165
 GA1832  PID         -  GA1832
 GA1832  STATE/COUNTY-  TN/JEFFERSON
 GA1832  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1832
 GA1832                         *CURRENT SURVEY CONTROL
 GA1832  ___________________________________________________________________
 GA1832* NAD 83(1986)-  36 02 08.     (N)    083 29 40.     (W)     SCALED    
 GA1832* NAVD 88     -       323.62   (+/-2cm)    1061.7    (feet)  VERTCON   
 GA1832  ___________________________________________________________________
 GA1832  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA1832
 GA1832  VERT ORDER  -  ? (See Below)
 GA1832
 GA1832.The horizontal coordinates were scaled from a topographic map and have
 GA1832.an estimated accuracy of +/- 6 seconds.
 GA1832
 GA1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1832.The vertical order pertains to the NGVD 29 superseded value.
 GA1832
 GA1832.The geoid height was determined by GEOID03.
 GA1832
 GA1832;                    North         East    Units  Estimated Accuracy
 GA1832;SPC TN       -   191,750.      825,770.      MT  (+/- 180 meters Scaled)
 GA1832
 GA1832                          SUPERSEDED SURVEY CONTROL
 GA1832
 GA1832  NGVD 29 (??/??/92)  323.778  (m)         1062.26   (f) ADJ UNCH    ?  
 GA1832
 GA1832.Superseded values are not recommended for survey control.
 GA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1832.See file dsdata.txt to determine how the superseded data were derived.
 GA1832
 GA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752907(NAD 83)
 GA1832_MARKER: DD = SURVEY DISK
 GA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1832+STABILITY: SURFACE MOTION
 GA1832
 GA1832  HISTORY     - Date     Condition        Report By
 GA1832  HISTORY     - UNK      MONUMENTED       TVA
 GA1832  HISTORY     - 1936     GOOD             TVA
 GA1832
 GA1832                          STATION DESCRIPTION
 GA1832
 GA1832'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1832'2 MI NE FROM PIEDMONT.
 GA1832'2 MILES NORTHEAST ALONG A COUNTY ROAD FROM PIEDMONT, 2 MILES
 GA1832'SOUTHWEST OF THE J.E. UNDERWOOD SONS STORE AT THE INTERSECTION
 GA1832'OF STATE HIGHWAY 92, 140 FEET NORTHEAST OF A WOODEN BRIDGE OVER
 GA1832'A BRANCH, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 55.4 FEET
 GA1832'NORTHEAST OF THE CENTER OF THE JUNCTION, 15 FEET NORTHWEST OF THE
 GA1832'CENTERLINE OF THE COUNTY ROAD, ON THE C.S. ALLEN PROPERTY, 100
 GA1832'FEET SOUTHWEST OF THE BARN, 20 FEET WEST OF A POLE, 5.4 FEET
 GA1832'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MILKHOUSE, AND 2 FEET
 GA1832'SOUTH OF THE RAIL FENCE AROUND THE PASTURE.  A TENNESSEE VALLEY
 GA1832'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2382 ***********************************************************************
 GA2382  DESIGNATION -  LHT 166
 GA2382  PID         -  GA2382
 GA2382  STATE/COUNTY-  TN/JEFFERSON
 GA2382  USGS QUAD   -  NEW MARKET (1987)
 GA2382
 GA2382                         *CURRENT SURVEY CONTROL
 GA2382  ___________________________________________________________________
 GA2382* NAD 83(1986)-  36 01 40.     (N)    083 30 51.     (W)     SCALED    
 GA2382* NAVD 88     -       318.66   (+/-2cm)    1045.5    (feet)  VERTCON   
 GA2382  ___________________________________________________________________
 GA2382  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2382
 GA2382  VERT ORDER  -  ? (See Below)
 GA2382
 GA2382.The horizontal coordinates were scaled from a topographic map and have
 GA2382.an estimated accuracy of +/- 6 seconds.
 GA2382
 GA2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2382.The vertical order pertains to the NGVD 29 superseded value.
 GA2382
 GA2382.The geoid height was determined by GEOID03.
 GA2382
 GA2382;                    North         East    Units  Estimated Accuracy
 GA2382;SPC TN       -   190,840.      824,020.      MT  (+/- 180 meters Scaled)
 GA2382
 GA2382                          SUPERSEDED SURVEY CONTROL
 GA2382
 GA2382  NGVD 29 (??/??/92)  318.822  (m)         1046.00   (f) ADJ UNCH    ?  
 GA2382
 GA2382.Superseded values are not recommended for survey control.
 GA2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2382.See file dsdata.txt to determine how the superseded data were derived.
 GA2382
 GA2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV734899(NAD 83)
 GA2382_MARKER: DD = SURVEY DISK
 GA2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2382+STABILITY: SURFACE MOTION
 GA2382
 GA2382  HISTORY     - Date     Condition        Report By
 GA2382  HISTORY     - UNK      MONUMENTED       TVA
 GA2382  HISTORY     - 1936     GOOD             TVA
 GA2382
 GA2382                          STATION DESCRIPTION
 GA2382
 GA2382'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2382'0.8 MI E FROM PIEDMONT.
 GA2382'0.8 MILE EAST ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON COUNTY,
 GA2382'0.4 MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 70, 375
 GA2382'FEET SOUTHWEST OF THE TWO-STORY FARMHOUSE, 300 FEET SOUTH OF A
 GA2382'LARGE BARN, 200 FEET NORTHWEST OF ANOTHER LARGE BARN, 150 FEET
 GA2382'NORTHWEST OF A SPRING, 70 FEET NORTHWEST OF A CONCRETE BRIDGE,
 GA2382'30 FEET NORTHWEST OF A 24-INCH FORKED CEDAR TREE, 20.6 FEET
 GA2382'SOUTHWEST OF A 20-INCH CEDAR TREE WITH THE TOP BROKEN OFF, ON
 GA2382'THE NORTH SIDE OF THE COUNTY ROAD, AND ON THE OUTSIDE OF A CURVE.
 GA2382'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA2382'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2553 ***********************************************************************
 GA2553  DESIGNATION -  LHT 1687
 GA2553  PID         -  GA2553
 GA2553  STATE/COUNTY-  TN/UNION
 GA2553  USGS QUAD   -  GRAVESTON (1987)
 GA2553
 GA2553                         *CURRENT SURVEY CONTROL
 GA2553  ___________________________________________________________________
 GA2553* NAD 83(1986)-  36 13 24.     (N)    083 51 04.     (W)     SCALED    
 GA2553* NAVD 88     -       346.442  (meters)    1136.62   (feet)  ADJUSTED  
 GA2553  ___________________________________________________________________
 GA2553  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2553  DYNAMIC HT  -         346.126 (meters)    1135.58  (feet)  COMP
 GA2553  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA2553
 GA2553  VERT ORDER  -  SECOND    CLASS 0
 GA2553
 GA2553.The horizontal coordinates were scaled from a topographic map and have
 GA2553.an estimated accuracy of +/- 6 seconds.
 GA2553
 GA2553.The orthometric height was determined by differential leveling
 GA2553.and adjusted by the National Geodetic Survey in June 1991..
 GA2553
 GA2553.The geoid height was determined by GEOID03.
 GA2553
 GA2553.The dynamic height is computed by dividing the NAVD 88
 GA2553.geopotential number by the normal gravity value computed on the
 GA2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2553.degrees latitude (g = 980.6199 gals.).
 GA2553
 GA2553.The modeled gravity was interpolated from observed gravity values.
 GA2553
 GA2553;                    North         East    Units  Estimated Accuracy
 GA2553;SPC TN       -   211,820.      793,180.      MT  (+/- 180 meters Scaled)
 GA2553
 GA2553                          SUPERSEDED SURVEY CONTROL
 GA2553
 GA2553  NGVD 29 (??/??/92)  346.518  (m)         1136.87   (f) ADJ UNCH    2 0
 GA2553
 GA2553.Superseded values are not recommended for survey control.
 GA2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2553.See file dsdata.txt to determine how the superseded data were derived.
 GA2553
 GA2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA437124(NAD 83)
 GA2553_MARKER: Z = SEE DESCRIPTION
 GA2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2553_STAMPING: LHT 1687 1940
 GA2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2553+STABILITY: SURFACE MOTION
 GA2553
 GA2553  HISTORY     - Date     Condition        Report By
 GA2553  HISTORY     - 1940     MONUMENTED       TVA
 GA2553  HISTORY     - 1964     GOOD             TNHD
 GA2553  HISTORY     - 1980     GOOD             NGS
 GA2553
 GA2553                          STATION DESCRIPTION
 GA2553
 GA2553'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2553'3 MI SW FROM MAYNARDVILLE.
 GA2553'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2553'33 FOR 3.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 60 FEET
 GA2553'SOUTHEAST OF THE NORTHEAST CORNER OF A BARN, 25 FEET NORTHEAST OF
 GA2553'THE APPROXIMATE CENTER OF STATE ROUTE 33, 18 FEET NORTH OF THE
 GA2553'NORTH END OF A PIPE CULVERT, 2 FEET NORTHEAST OF A WIRE FENCE
 GA2553'AND 0.8 FOOT NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2553'IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER SET IN A 6-INCH
 GA2553'SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE
 GA2553'GROUND.
 GA2553
 GA2553                          STATION RECOVERY (1980)
 GA2553
 GA2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2553'IT HAS 2 IRON PINS DRIVEN BESIDE IT AND IS NORTHWEST INSTEAD OF NORTH
 GA2553'EAST OF THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2540 ***********************************************************************
 GA2540  DESIGNATION -  LHT 1689
 GA2540  PID         -  GA2540
 GA2540  STATE/COUNTY-  TN/UNION
 GA2540  USGS QUAD   -  GRAVESTON (1987)
 GA2540
 GA2540                         *CURRENT SURVEY CONTROL
 GA2540  ___________________________________________________________________
 GA2540* NAD 83(1986)-  36 14 40.     (N)    083 48 31.     (W)     SCALED    
 GA2540* NAVD 88     -       365.274  (meters)    1198.40   (feet)  ADJUSTED  
 GA2540  ___________________________________________________________________
 GA2540  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2540  DYNAMIC HT  -         364.941 (meters)    1197.31  (feet)  COMP
 GA2540  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 GA2540
 GA2540  VERT ORDER  -  SECOND    CLASS 0
 GA2540
 GA2540.The horizontal coordinates were scaled from a topographic map and have
 GA2540.an estimated accuracy of +/- 6 seconds.
 GA2540
 GA2540.The orthometric height was determined by differential leveling
 GA2540.and adjusted by the National Geodetic Survey in June 1991..
 GA2540
 GA2540.The geoid height was determined by GEOID03.
 GA2540
 GA2540.The dynamic height is computed by dividing the NAVD 88
 GA2540.geopotential number by the normal gravity value computed on the
 GA2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2540.degrees latitude (g = 980.6199 gals.).
 GA2540
 GA2540.The modeled gravity was interpolated from observed gravity values.
 GA2540
 GA2540;                    North         East    Units  Estimated Accuracy
 GA2540;SPC TN       -   214,240.      796,950.      MT  (+/- 180 meters Scaled)
 GA2540
 GA2540                          SUPERSEDED SURVEY CONTROL
 GA2540
 GA2540  NGVD 29 (??/??/92)  365.346  (m)         1198.64   (f) ADJ UNCH    2 0
 GA2540
 GA2540.Superseded values are not recommended for survey control.
 GA2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2540.See file dsdata.txt to determine how the superseded data were derived.
 GA2540
 GA2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476147(NAD 83)
 GA2540_MARKER: DD = SURVEY DISK
 GA2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2540_STAMPING: LHT 1689 1964
 GA2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2540+STABILITY: SURFACE MOTION
 GA2540
 GA2540  HISTORY     - Date     Condition        Report By
 GA2540  HISTORY     - 1940     MONUMENTED       TVA
 GA2540  HISTORY     - 1964     GOOD             TNHD
 GA2540
 GA2540                          STATION DESCRIPTION
 GA2540
 GA2540'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2540'1 MI SW FROM MAYNARDVILLE.
 GA2540'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2540'33 FOR 0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED AT
 GA2540'THE ENTRANCE TO THE CARR CEMETERY, 48 FEET SOUTHEAST OF THE
 GA2540'APPROXIMATE CENTER OF STATE ROUTE 33, 16 FEET SOUTHEAST OF AN
 GA2540'18-INCH PINE TREE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST WITH
 GA2540'SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER SET
 GA2540'IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 GA2540'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3259 ***********************************************************************
 GA3259  DESIGNATION -  LHT 1689 RESET
 GA3259  PID         -  GA3259
 GA3259  STATE/COUNTY-  TN/UNION
 GA3259  USGS QUAD   -  GRAVESTON (1987)
 GA3259
 GA3259                         *CURRENT SURVEY CONTROL
 GA3259  ___________________________________________________________________
 GA3259* NAD 83(1986)-  36 14 40.     (N)    083 48 31.     (W)     SCALED    
 GA3259* NAVD 88     -       365.38   (meters)    1198.8    (feet)  RESET     
 GA3259  ___________________________________________________________________
 GA3259  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3259
 GA3259  VERT ORDER  -  THIRD
 GA3259
 GA3259.The horizontal coordinates were scaled from a topographic map and have
 GA3259.an estimated accuracy of +/- 6 seconds.
 GA3259
 GA3259.The orthometric height was computed from unverified reset data.
 GA3259.No vertical observational check was made to the station.
 GA3259
 GA3259.The geoid height was determined by GEOID03.
 GA3259
 GA3259;                    North         East    Units  Estimated Accuracy
 GA3259;SPC TN       -   214,240.      796,950.      MT  (+/- 180 meters Scaled)
 GA3259
 GA3259                          SUPERSEDED SURVEY CONTROL
 GA3259
 GA3259  NGVD 29 (10/12/01)  365.45   (m)         1199.0    (f) RESET       3  
 GA3259
 GA3259.Superseded values are not recommended for survey control.
 GA3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3259.See file dsdata.txt to determine how the superseded data were derived.
 GA3259
 GA3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476147(NAD 83)
 GA3259_MARKER: DB = BENCH MARK DISK
 GA3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3259_STAMPING: LHT 1689 TVA RESET 1980
 GA3259_MARK LOGO: NGS   
 GA3259_PROJECTION: FLUSH
 GA3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3259+STABILITY: SURFACE MOTION
 GA3259
 GA3259  HISTORY     - Date     Condition        Report By
 GA3259  HISTORY     - 1980     MONUMENTED       NGS
 GA3259
 GA3259                          STATION DESCRIPTION
 GA3259
 GA3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3259'1.0 MI SW FROM MAYNARDVILLE.
 GA3259'0.6 MILE SOUTHWEST ALONG OLD STATE HIGHWAY 33 FROM THE POST OFFICE
 GA3259'IN MAYNARDVILLE TO THE MARK ON THE LEFT, 2 FEET NORTH OF A TELEPHONE
 GA3259'POLE, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 GA3259'NORTHWEST OF A 24-INCH PINE TREE, 30 FEET NORTH OF THE CENTERLINE OF
 GA3259'CEMETERY DRIVE, AND 72 FEET NORTHWEST OF THE CENTER OF A TOMBSTONE
 GA3259'CARR WILLARD ALVILVAO.
 GA3259'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0756 ***********************************************************************
 GB0756  DESIGNATION -  LHT 1707
 GB0756  PID         -  GB0756
 GB0756  STATE/COUNTY-  TN/ANDERSON
 GB0756  USGS QUAD   -  NORRIS (1990)
 GB0756
 GB0756                         *CURRENT SURVEY CONTROL
 GB0756  ___________________________________________________________________
 GB0756* NAD 83(1986)-  36 08 37.     (N)    084 00 56.     (W)     SCALED    
 GB0756* NAVD 88     -       285.340  (meters)     936.15   (feet)  ADJUSTED  
 GB0756  ___________________________________________________________________
 GB0756  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0756  DYNAMIC HT  -         285.078 (meters)     935.29  (feet)  COMP
 GB0756  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GB0756
 GB0756  VERT ORDER  -  SECOND    CLASS 0
 GB0756
 GB0756.The horizontal coordinates were scaled from a topographic map and have
 GB0756.an estimated accuracy of +/- 6 seconds.
 GB0756
 GB0756.The orthometric height was determined by differential leveling
 GB0756.and adjusted by the National Geodetic Survey in June 1991..
 GB0756
 GB0756.The geoid height was determined by GEOID03.
 GB0756
 GB0756.The dynamic height is computed by dividing the NAVD 88
 GB0756.geopotential number by the normal gravity value computed on the
 GB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0756.degrees latitude (g = 980.6199 gals.).
 GB0756
 GB0756.The modeled gravity was interpolated from observed gravity values.
 GB0756
 GB0756;                    North         East    Units  Estimated Accuracy
 GB0756;SPC TN       -   202,660.      778,580.      MT  (+/- 180 meters Scaled)
 GB0756
 GB0756                          SUPERSEDED SURVEY CONTROL
 GB0756
 GB0756  NGVD 29 (??/??/92)  285.462  (m)          936.55   (f) ADJ UNCH    2 0
 GB0756
 GB0756.Superseded values are not recommended for survey control.
 GB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0756.See file dsdata.txt to determine how the superseded data were derived.
 GB0756
 GB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF685040(NAD 83)
 GB0756_MARKER: DD = SURVEY DISK
 GB0756_SETTING: 0 = UNSPECIFIED SETTING
 GB0756_STAMPING: LHT 1707
 GB0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0756
 GB0756  HISTORY     - Date     Condition        Report By
 GB0756  HISTORY     - UNK      MONUMENTED       TVA
 GB0756  HISTORY     - 1964     GOOD             TNHD
 GB0756
 GB0756                          STATION DESCRIPTION
 GB0756
 GB0756'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0756'4.3 MI E FROM NORRIS.
 GB0756'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61,
 GB0756'AT NORRIS, GO EASTERLY FOR 4.3 MILES TO THE INTERSECTION OF HINES
 GB0756'CREEK ROAD AND THE MARK ON THE LEFT.  THE MARK IS 87 FEET WEST
 GB0756'OF THE APPROXIMATE CENTER OF HINES CREEK ROAD, 42 FEET
 GB0756'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 18
 GB0756'FEET WEST OF A FOUR PRONGED CEDAR TREE, 15 FEET NORTHWEST OF
 GB0756'TELEPHONE POLE NO. 569 AND 0.8 FOOT SOUTH OF A METAL WITNESS
 GB0756'POST WITH SIGN.  THE MARK IS A TVA SURVEY MARKER, PROJECTING
 GB0756'2-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2473 ***********************************************************************
 GA2473  DESIGNATION -  LHT 1716
 GA2473  PID         -  GA2473
 GA2473  STATE/COUNTY-  TN/KNOX
 GA2473  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2473
 GA2473                         *CURRENT SURVEY CONTROL
 GA2473  ___________________________________________________________________
 GA2473* NAD 83(1986)-  36 04 59.     (N)    083 56 05.     (W)     SCALED    
 GA2473* NAVD 88     -       315.418  (meters)    1034.83   (feet)  ADJUSTED  
 GA2473  ___________________________________________________________________
 GA2473  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2473  DYNAMIC HT  -         315.125 (meters)    1033.87  (feet)  COMP
 GA2473  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 GA2473
 GA2473  VERT ORDER  -  SECOND    CLASS 0
 GA2473
 GA2473.The horizontal coordinates were scaled from a topographic map and have
 GA2473.an estimated accuracy of +/- 6 seconds.
 GA2473
 GA2473.The orthometric height was determined by differential leveling
 GA2473.and adjusted by the National Geodetic Survey in June 1991..
 GA2473
 GA2473.The geoid height was determined by GEOID03.
 GA2473
 GA2473.The dynamic height is computed by dividing the NAVD 88
 GA2473.geopotential number by the normal gravity value computed on the
 GA2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2473.degrees latitude (g = 980.6199 gals.).
 GA2473
 GA2473.The modeled gravity was interpolated from observed gravity values.
 GA2473
 GA2473;                    North         East    Units  Estimated Accuracy
 GA2473;SPC TN       -   196,090.      786,000.      MT  (+/- 180 meters Scaled)
 GA2473
 GA2473                          SUPERSEDED SURVEY CONTROL
 GA2473
 GA2473  NGVD 29 (??/??/92)  315.530  (m)         1035.20   (f) ADJ UNCH    2 0
 GA2473
 GA2473.Superseded values are not recommended for survey control.
 GA2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2473.See file dsdata.txt to determine how the superseded data were derived.
 GA2473
 GA2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV357971(NAD 83)
 GA2473_MARKER: DD = SURVEY DISK
 GA2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2473_STAMPING: LHT 1716 1940
 GA2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2473+STABILITY: SURFACE MOTION
 GA2473
 GA2473  HISTORY     - Date     Condition        Report By
 GA2473  HISTORY     - 1940     MONUMENTED       TVA
 GA2473  HISTORY     - 1964     GOOD             TNGS
 GA2473  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2473
 GA2473                          STATION DESCRIPTION
 GA2473
 GA2473'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2473'0.4 MI NW FROM KNOXVILLE.
 GA2473'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2473'HALLS CROSSROADS, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 0.4 MILE TO
 GA2473'THE MARK ON THE RIGHT.  THE MARK IS 59 FEET NORTH NORTHEAST OF
 GA2473'THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 47 FEET NORTHWEST
 GA2473'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 11 FEET NORTHWEST OF
 GA2473'A POWER POLE S 141 AND 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST
 GA2473'WITH SIGN.  THE MARK IS A T.V.A. SURVEY MARKER SET IN A 6-INCH
 GA2473'SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT 7 INCHES ABOVE THE
 GA2473'SURFACE.
 GA2473
 GA2473                          STATION RECOVERY (1980)
 GA2473
 GA2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0531 ***********************************************************************
 GA0531  DESIGNATION -  LHT 310
 GA0531  PID         -  GA0531
 GA0531  STATE/COUNTY-  TN/WASHINGTON
 GA0531  USGS QUAD   -  BOONE DAM (1968)
 GA0531
 GA0531                         *CURRENT SURVEY CONTROL
 GA0531  ___________________________________________________________________
 GA0531* NAD 83(1986)-  36 25 41.     (N)    082 27 41.     (W)     SCALED    
 GA0531* NAVD 88     -       440.13   (+/-2cm)    1444.0    (feet)  VERTCON   
 GA0531  ___________________________________________________________________
 GA0531  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0531
 GA0531  VERT ORDER  -  ? (See Below)
 GA0531
 GA0531.The horizontal coordinates were scaled from a topographic map and have
 GA0531.an estimated accuracy of +/- 6 seconds.
 GA0531
 GA0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0531.The vertical order pertains to the NGVD 29 superseded value.
 GA0531
 GA0531.The geoid height was determined by GEOID03.
 GA0531
 GA0531;                    North         East    Units  Estimated Accuracy
 GA0531;SPC TN       -   238,150.      917,250.      MT  (+/- 180 meters Scaled)
 GA0531
 GA0531                          SUPERSEDED SURVEY CONTROL
 GA0531
 GA0531  NGVD 29 (??/??/92)  440.274  (m)         1444.47   (f) ADJ UNCH    ?  
 GA0531
 GA0531.Superseded values are not recommended for survey control.
 GA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0531.See file dsdata.txt to determine how the superseded data were derived.
 GA0531
 GA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA690324(NAD 83)
 GA0531_MARKER: DB = BENCH MARK DISK
 GA0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0531+STABILITY: SURFACE MOTION
 GA0531
 GA0531  HISTORY     - Date     Condition        Report By
 GA0531  HISTORY     - UNK      MONUMENTED       TVA
 GA0531  HISTORY     - 1937     GOOD             TVA
 GA0531  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 GA0531
 GA0531                          STATION DESCRIPTION
 GA0531
 GA0531'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0531'1 MI NE FROM GRAY.
 GA0531'1.0 MILE NORTHEAST ALONG THE GRAY-HODGES COUNTY ROAD FROM GRAY,
 GA0531'WASHINGTON COUNTY, ON PROPERTY OWNED BY MIDE GRAY, 1,000 FEET
 GA0531'WEST OF A LARGE BARN, 900 FEET NORTHWEST OF A TWO-STORY FARMHOUSE,
 GA0531'850 FEET NORTH OF ANOTHER TWO-STORY FARMHOUSE, 600 FEET EAST OF A
 GA0531'THIRD TWO-STORY FARMHOUSE, IN THE EAST CORNER OF THE INTERSECTION
 GA0531'OF A COUNTY ROAD, 53.2 FEET SOUTHEAST OF POWER-TRANSMISSION LINE
 GA0531'JUNCTION POLE 21, BETWEEN THE NORTHEAST EDGE OF THE
 GA0531'NORTHWEST-AND-SOUTHEAST COUNTY ROAD AND A FENCE LINE, AND AT THE
 GA0531'SOUTHEAST GATEPOST.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0531'SET IN THE TOP OF A CONCRETE POST.
 GA0531
 GA0531                          STATION RECOVERY (1979)
 GA0531
 GA0531'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0531'THE POWER POLE NO. 21 GONE, FENCE LINE AND GATE POST GONE. AREA
 GA0531'DESCRIBING LOCATION OF BM IS CURRENTLY A FRONT LAWN. PROPERTY OWNER
 GA0531'LIVING AT SITE FOR 5 YEARS HAS NEVER SEEN THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0532 ***********************************************************************
 GA0532  DESIGNATION -  LHT 311
 GA0532  PID         -  GA0532
 GA0532  STATE/COUNTY-  TN/SULLIVAN
 GA0532  USGS QUAD   -  BOONE DAM (1968)
 GA0532
 GA0532                         *CURRENT SURVEY CONTROL
 GA0532  ___________________________________________________________________
 GA0532* NAD 83(1986)-  36 26 24.     (N)    082 27 15.     (W)     SCALED    
 GA0532* NAVD 88     -       430.64   (+/-2cm)    1412.9    (feet)  VERTCON   
 GA0532  ___________________________________________________________________
 GA0532  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0532
 GA0532  VERT ORDER  -  ? (See Below)
 GA0532
 GA0532.The horizontal coordinates were scaled from a topographic map and have
 GA0532.an estimated accuracy of +/- 6 seconds.
 GA0532
 GA0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0532.The vertical order pertains to the NGVD 29 superseded value.
 GA0532
 GA0532.The geoid height was determined by GEOID03.
 GA0532
 GA0532;                    North         East    Units  Estimated Accuracy
 GA0532;SPC TN       -   239,500.      917,850.      MT  (+/- 180 meters Scaled)
 GA0532
 GA0532                          SUPERSEDED SURVEY CONTROL
 GA0532
 GA0532  NGVD 29 (??/??/92)  430.783  (m)         1413.33   (f) ADJ UNCH    ?  
 GA0532
 GA0532.Superseded values are not recommended for survey control.
 GA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0532.See file dsdata.txt to determine how the superseded data were derived.
 GA0532
 GA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA696337(NAD 83)
 GA0532_MARKER: DB = BENCH MARK DISK
 GA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0532+STABILITY: SURFACE MOTION
 GA0532
 GA0532  HISTORY     - Date     Condition        Report By
 GA0532  HISTORY     - UNK      MONUMENTED       TVA
 GA0532  HISTORY     - 1937     GOOD             TVA
 GA0532
 GA0532                          STATION DESCRIPTION
 GA0532
 GA0532'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0532'2 MI NE FROM GRAY.
 GA0532'IN SULLIVAN COUNTY, 2.0 MILES NORTHEAST ALONG THE GRAY-HODGES
 GA0532'COUNTY ROAD FROM GRAY, WASHINGTON COUNTY, 0.3 MILE SOUTHWEST OF
 GA0532'HODGES, ON PROPERTY OWNED BY C.P. REED, 1,100 FEET NORTHEAST
 GA0532'OF A ONE-STORY FARMHOUSE ON A HILLTOP, 900 FEET NORTH OF A LARGE
 GA0532'BARN ON A HILLTOP, 900 FEET WEST OF A ONE-STORY FARMHOUSE AT
 GA0532'A GROVE IN A HOLLOW, AT THE INTERSECTION OF U.S. HIGHWAY 23,
 GA0532'60 FEET EAST OF THE INTERSECTION, 110 FEET NORTHWEST ALONG THE
 GA0532'FENCE LINE FROM THE DOWNSTREAM END OF A BARREL CULVERT UNDER THE
 GA0532'HIGHWAY, 42.3 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE JUNCTION
 GA0532'POLE, 25 FEET NORTHEAST OF A HIGHWAY MARKER, 14.8 FEET WEST OF
 GA0532'A POLE, AND IN AN EAST FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 GA0532'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0533 ***********************************************************************
 GA0533  DESIGNATION -  LHT 312
 GA0533  PID         -  GA0533
 GA0533  STATE/COUNTY-  TN/SULLIVAN
 GA0533  USGS QUAD   -  BOONE DAM (1968)
 GA0533
 GA0533                         *CURRENT SURVEY CONTROL
 GA0533  ___________________________________________________________________
 GA0533* NAD 83(1986)-  36 26 44.     (N)    082 26 43.     (W)     SCALED    
 GA0533* NAVD 88     -       425.98   (+/-2cm)    1397.6    (feet)  VERTCON   
 GA0533  ___________________________________________________________________
 GA0533  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0533
 GA0533  VERT ORDER  -  ? (See Below)
 GA0533
 GA0533.The horizontal coordinates were scaled from a topographic map and have
 GA0533.an estimated accuracy of +/- 6 seconds.
 GA0533
 GA0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0533.The vertical order pertains to the NGVD 29 superseded value.
 GA0533
 GA0533.The geoid height was determined by GEOID03.
 GA0533
 GA0533;                    North         East    Units  Estimated Accuracy
 GA0533;SPC TN       -   240,140.      918,630.      MT  (+/- 180 meters Scaled)
 GA0533
 GA0533                          SUPERSEDED SURVEY CONTROL
 GA0533
 GA0533  NGVD 29 (??/??/92)  426.122  (m)         1398.04   (f) ADJ UNCH    ?  
 GA0533
 GA0533.Superseded values are not recommended for survey control.
 GA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0533.See file dsdata.txt to determine how the superseded data were derived.
 GA0533
 GA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA704343(NAD 83)
 GA0533_MARKER: DD = SURVEY DISK
 GA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0533+STABILITY: SURFACE MOTION
 GA0533
 GA0533  HISTORY     - Date     Condition        Report By
 GA0533  HISTORY     - UNK      MONUMENTED       TVA
 GA0533  HISTORY     - 1937     GOOD             TVA
 GA0533
 GA0533                          STATION DESCRIPTION
 GA0533
 GA0533'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0533'2.9 MI NE FROM GRAY.
 GA0533'IN SULLIVAN COUNTY, 2.9 MILES NORTHEAST ALONG COUNTY ROADS FROM
 GA0533'GRAY, WASHINGTON COUNTY, ON THE TRI-CITY AIRPORT ROAD, 1,100
 GA0533'FEET SOUTHWEST OF THE BRIDGE OVER SOUTH FORK HOLSTON RIVER, 400
 GA0533'FEET WEST OF A 24-INCH CEDAR TREE NEAR A 20-INCH PERSIMMON TREE
 GA0533'ON THE EAST SIDE OF THE ROAD, 200 FEET SOUTH OF A 26-INCH WALNUT
 GA0533'TREE, ON PROPERTY OWNED BY SAM GRAY, 15.4 FEET WEST ALONG A FENCE
 GA0533'LINE FROM A NORTHEAST FENCE CORNER, ON THE TOP OF A CUT ON THE
 GA0533'WEST SIDE OF THE ROAD, IN A HAY FIELD, AND ON THE NORTH SIDE OF
 GA0533'THE PASTURE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0533'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0534 ***********************************************************************
 GA0534  DESIGNATION -  LHT 313
 GA0534  PID         -  GA0534
 GA0534  STATE/COUNTY-  TN/SULLIVAN
 GA0534  USGS QUAD   -  BOONE DAM (1968)
 GA0534
 GA0534                         *CURRENT SURVEY CONTROL
 GA0534  ___________________________________________________________________
 GA0534* NAD 83(1986)-  36 26 49.     (N)    082 26 40.     (W)     SCALED    
 GA0534* NAVD 88     -       406.60   (+/-2cm)    1334.0    (feet)  VERTCON   
 GA0534  ___________________________________________________________________
 GA0534  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0534
 GA0534  VERT ORDER  -  ? (See Below)
 GA0534
 GA0534.The horizontal coordinates were scaled from a topographic map and have
 GA0534.an estimated accuracy of +/- 6 seconds.
 GA0534
 GA0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0534.The vertical order pertains to the NGVD 29 superseded value.
 GA0534
 GA0534.The geoid height was determined by GEOID03.
 GA0534
 GA0534;                    North         East    Units  Estimated Accuracy
 GA0534;SPC TN       -   240,300.      918,700.      MT  (+/- 180 meters Scaled)
 GA0534
 GA0534                          SUPERSEDED SURVEY CONTROL
 GA0534
 GA0534  NGVD 29 (??/??/92)  406.744  (m)         1334.46   (f) ADJ UNCH    ?  
 GA0534
 GA0534.Superseded values are not recommended for survey control.
 GA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0534.See file dsdata.txt to determine how the superseded data were derived.
 GA0534
 GA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA705344(NAD 83)
 GA0534_MARKER: DD = SURVEY DISK
 GA0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0534+STABILITY: SURFACE MOTION
 GA0534
 GA0534  HISTORY     - Date     Condition        Report By
 GA0534  HISTORY     - UNK      MONUMENTED       TVA
 GA0534  HISTORY     - 1937     GOOD             TVA
 GA0534
 GA0534                          STATION DESCRIPTION
 GA0534
 GA0534'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0534'3 MI NE FROM GRAY.
 GA0534'IN SULLIVAN COUNTY, 3.0 MILES NORTHEAST ALONG COUNTY ROADS
 GA0534'FROM GRAY, WASHINGTON COUNTY, ON THE LEFT BANK OF SOUTH FORK
 GA0534'HOLSTON RIVER, ON THE EAST SIDE OF THE NEW (1939) TRI-CITY
 GA0534'AIRPORT ROAD, ON THE PROPERTY OF J.T. BICKLEY, 210 FEET SOUTH OF A
 GA0534'ONE-STORY FARMHOUSE IN TIMBER 125 FEET SOUTHWEST OF THE WEST
 GA0534'ABUTMENT OF THE BRIDGE OVER SOUTH FORK HOLSTON RIVER, 425 FEET
 GA0534'SOUTH OF A 50-INCH WHITE OAK TREE, 300 FEET NORTHEAST OF A
 GA0534'20-INCH LOCUST TREE, 50 FEET WEST OF A 20-INCH CEDAR STUMP WITH
 GA0534'A 5-INCH FORK, 37 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 GA0534'21.4 FEET NORTH OF A 6-INCH BLACK OAK TREE, AND 6.8 FEET NORTHWEST
 GA0534'OF A 10-INCH CEDAR.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0534'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0537 ***********************************************************************
 GA0537  DESIGNATION -  LHT 314
 GA0537  PID         -  GA0537
 GA0537  STATE/COUNTY-  TN/SULLIVAN
 GA0537  USGS QUAD   -  BOONE DAM (1968)
 GA0537
 GA0537                         *CURRENT SURVEY CONTROL
 GA0537  ___________________________________________________________________
 GA0537* NAD 83(1986)-  36 27 06.     (N)    082 26 24.     (W)     SCALED    
 GA0537* NAVD 88     -       423.55   (+/-2cm)    1389.6    (feet)  VERTCON   
 GA0537  ___________________________________________________________________
 GA0537  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0537
 GA0537  VERT ORDER  -  ? (See Below)
 GA0537
 GA0537.The horizontal coordinates were scaled from a topographic map and have
 GA0537.an estimated accuracy of +/- 6 seconds.
 GA0537
 GA0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0537.The vertical order pertains to the NGVD 29 superseded value.
 GA0537
 GA0537.The geoid height was determined by GEOID03.
 GA0537
 GA0537;                    North         East    Units  Estimated Accuracy
 GA0537;SPC TN       -   240,840.      919,070.      MT  (+/- 180 meters Scaled)
 GA0537
 GA0537                          SUPERSEDED SURVEY CONTROL
 GA0537
 GA0537  NGVD 29 (??/??/92)  423.691  (m)         1390.06   (f) ADJ UNCH    ?  
 GA0537
 GA0537.Superseded values are not recommended for survey control.
 GA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0537.See file dsdata.txt to determine how the superseded data were derived.
 GA0537
 GA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA709350(NAD 83)
 GA0537_MARKER: DD = SURVEY DISK
 GA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0537+STABILITY: SURFACE MOTION
 GA0537
 GA0537  HISTORY     - Date     Condition        Report By
 GA0537  HISTORY     - UNK      MONUMENTED       TVA
 GA0537  HISTORY     - 1948     GOOD             TVA
 GA0537
 GA0537                          STATION DESCRIPTION
 GA0537
 GA0537'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1948
 GA0537'3.4 MI NE FROM GRAY.
 GA0537'IN SULLIVAN COUNTY, 3.4 MILES NORTHEAST ALONG COUNTY ROADS FROM
 GA0537'GRAY, WASHINGTON COUNTY, ON THE TRI-CITY AIRPORT ROAD, ON THE
 GA0537'RIGHT BANK OF SOUTH FORK HOLSTON RIVER, ON THE PROPERTY OF JIM
 GA0537'MILHORN, 1,400 FEET SOUTHWEST OF A ONE-STORY FARMHOUSE, 550 FEET
 GA0537'NORTHEAST OF A TWO-STORY FARMHOUSE, 400 FEET NORTH OF THE CROSSING
 GA0537'OF A NORTHWEST-AND-SOUTHEAST FARM ROAD, IN A HILLSIDE WOOD FIELD
 GA0537'ON THE WEST SIDE OF THE ROAD, 60.5 FEET SOUTHEAST OF A 3-INCH
 GA0537'CEDAR TREE, 20.9 FEET NORTHEAST OF A 2-INCH PERSIMMON TREE, AND
 GA0537'ON A SLOPE SOUTHEAST AND DOWNHILL FROM A LOW OUTCROPPING ROCK
 GA0537'LEDGE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE
 GA0537'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0538 ***********************************************************************
 GA0538  DESIGNATION -  LHT 315
 GA0538  PID         -  GA0538
 GA0538  STATE/COUNTY-  TN/SULLIVAN
 GA0538  USGS QUAD   -  BOONE DAM (1968)
 GA0538
 GA0538                         *CURRENT SURVEY CONTROL
 GA0538  ___________________________________________________________________
 GA0538* NAD 83(1986)-  36 27 13.     (N)    082 26 40.     (W)     SCALED    
 GA0538* NAVD 88     -       390.45   (+/-2cm)    1281.0    (feet)  VERTCON   
 GA0538  ___________________________________________________________________
 GA0538  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0538
 GA0538  VERT ORDER  -  ? (See Below)
 GA0538
 GA0538.The horizontal coordinates were scaled from a topographic map and have
 GA0538.an estimated accuracy of +/- 6 seconds.
 GA0538
 GA0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0538.The vertical order pertains to the NGVD 29 superseded value.
 GA0538
 GA0538.The geoid height was determined by GEOID03.
 GA0538
 GA0538;                    North         East    Units  Estimated Accuracy
 GA0538;SPC TN       -   241,040.      918,670.      MT  (+/- 180 meters Scaled)
 GA0538
 GA0538                          SUPERSEDED SURVEY CONTROL
 GA0538
 GA0538  NGVD 29 (??/??/92)  390.594  (m)         1281.47   (f) ADJ UNCH    ?  
 GA0538
 GA0538.Superseded values are not recommended for survey control.
 GA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0538.See file dsdata.txt to determine how the superseded data were derived.
 GA0538
 GA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA705352(NAD 83)
 GA0538_MARKER: DD = SURVEY DISK
 GA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0538+STABILITY: SURFACE MOTION
 GA0538
 GA0538  HISTORY     - Date     Condition        Report By
 GA0538  HISTORY     - UNK      MONUMENTED       USGS
 GA0538  HISTORY     - 1937     GOOD             TVA
 GA0538
 GA0538                          STATION DESCRIPTION
 GA0538
 GA0538'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0538'3.7 MI NE FROM GRAY.
 GA0538'IN SULLIVAN COUNTY, 3.7 MILES NORTHEAST ALONG COUNTY ROADS
 GA0538'FROM GRAY, WASHINGTON COUNTY, ON THE TALLOY ISLAND FARM ROAD, ON
 GA0538'THE RIGHT BANK OF SOUTH FORK HOLSTON RIVER, 450 FEET NORTHEAST
 GA0538'ALONG A SMALL CREEK FROM ITS JUNCTION WITH THE RIVER, 110 FEET
 GA0538'SOUTHWEST ALONG A FENCE LINE FROM THE FENCE CORNER, ON THE SOUTH
 GA0538'SIDE OF THE ROAD, ON THE OUTSIDE OF A 90 DEG TURN, 45 FEET
 GA0538'SOUTHEAST OF A FORD, 20 FEET EAST OF A 4-INCH ELM TREE, INSIDE
 GA0538'A PASTURE FIELD NEAR A STOCK GATE, AND AT THE NORTHEAST GATEPOST.
 GA0538'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP
 GA0538'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0435 ***********************************************************************
 GA0435  DESIGNATION -  LHT 316
 GA0435  PID         -  GA0435
 GA0435  STATE/COUNTY-  TN/CARTER
 GA0435  USGS QUAD   -  ELIZABETHTON (1968)
 GA0435
 GA0435                         *CURRENT SURVEY CONTROL
 GA0435  ___________________________________________________________________
 GA0435* NAD 83(1986)-  36 21 30.     (N)    082 12 40.     (W)     SCALED    
 GA0435* NAVD 88     -       461.26   (+/-2cm)    1513.3    (feet)  VERTCON   
 GA0435  ___________________________________________________________________
 GA0435  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0435
 GA0435  VERT ORDER  -  ? (See Below)
 GA0435
 GA0435.The horizontal coordinates were scaled from a topographic map and have
 GA0435.an estimated accuracy of +/- 6 seconds.
 GA0435
 GA0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0435.The vertical order pertains to the NGVD 29 superseded value.
 GA0435
 GA0435.The geoid height was determined by GEOID03.
 GA0435
 GA0435;                    North         East    Units  Estimated Accuracy
 GA0435;SPC TN       -   231,260.      939,980.      MT  (+/- 180 meters Scaled)
 GA0435
 GA0435                          SUPERSEDED SURVEY CONTROL
 GA0435
 GA0435  NGVD 29 (??/??/92)  461.404  (m)         1513.79   (f) ADJ UNCH    ?  
 GA0435
 GA0435.Superseded values are not recommended for survey control.
 GA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0435.See file dsdata.txt to determine how the superseded data were derived.
 GA0435
 GA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA913243(NAD 83)
 GA0435_MARKER: DD = SURVEY DISK
 GA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0435_STAMPING: LHT 316 1937
 GA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0435+STABILITY: SURFACE MOTION
 GA0435
 GA0435  HISTORY     - Date     Condition        Report By
 GA0435  HISTORY     - 1937     MONUMENTED       TVA
 GA0435
 GA0435                          STATION DESCRIPTION
 GA0435
 GA0435'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0435'0.8 MI E FROM ELIZABETHTON.
 GA0435'0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0435'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, AT THE NORTHWEST
 GA0435'CORNER OF THE INTERSECTION OF A NORTH-AND-SOUTH COUNTY ROAD
 GA0435'AND THE BILTMORE-REXFORD COUNTY ROAD, ON THE PROPERTY OF THE EAST
 GA0435'TENNESSEE STONE AND GRAVEL CO., 0.2 MILE SOUTHEAST OF A QUARRY,
 GA0435'NORTHEAST OF A SINGLE-SPAN STEEL BRIDGE, 85 FEET NORTHEAST
 GA0435'OF THE RAILROAD CROSSING, 52.4 FEET NORTHWEST OF A MAIL BOX,
 GA0435'35 FEET NORTHEAST OF THE CROSSROADS, 6.2 FEET NORTH OF A
 GA0435'POWER-TRANSMISSION LINE POLE, AND IN BERMUDA GRASS IN AN OLD
 GA0435'FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA0435'LHT 316 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0434 ***********************************************************************
 GA0434  DESIGNATION -  LHT 317
 GA0434  PID         -  GA0434
 GA0434  STATE/COUNTY-  TN/CARTER
 GA0434  USGS QUAD   -  ELIZABETHTON (1968)
 GA0434
 GA0434                         *CURRENT SURVEY CONTROL
 GA0434  ___________________________________________________________________
 GA0434* NAD 83(1986)-  36 21 36.     (N)    082 11 45.     (W)     SCALED    
 GA0434* NAVD 88     -       469.41   (+/-2cm)    1540.1    (feet)  VERTCON   
 GA0434  ___________________________________________________________________
 GA0434  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0434
 GA0434  VERT ORDER  -  ? (See Below)
 GA0434
 GA0434.The horizontal coordinates were scaled from a topographic map and have
 GA0434.an estimated accuracy of +/- 6 seconds.
 GA0434
 GA0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0434.The vertical order pertains to the NGVD 29 superseded value.
 GA0434
 GA0434.The geoid height was determined by GEOID03.
 GA0434
 GA0434;                    North         East    Units  Estimated Accuracy
 GA0434;SPC TN       -   231,500.      941,340.      MT  (+/- 180 meters Scaled)
 GA0434
 GA0434                          SUPERSEDED SURVEY CONTROL
 GA0434
 GA0434  NGVD 29 (??/??/92)  469.556  (m)         1540.54   (f) ADJ UNCH    ?  
 GA0434
 GA0434.Superseded values are not recommended for survey control.
 GA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0434.See file dsdata.txt to determine how the superseded data were derived.
 GA0434
 GA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA927245(NAD 83)
 GA0434_MARKER: DD = SURVEY DISK
 GA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0434_STAMPING: LHT 317 1937
 GA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0434+STABILITY: SURFACE MOTION
 GA0434
 GA0434  HISTORY     - Date     Condition        Report By
 GA0434  HISTORY     - 1937     MONUMENTED       TVA
 GA0434
 GA0434                          STATION DESCRIPTION
 GA0434
 GA0434'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0434'1.8 MI E FROM ELIZABETHTON.
 GA0434'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0434'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, AT THE SOUTHEAST
 GA0434'CORNER OF THE JUNCTION OF THE ROCKY BRANCH AND BILTMORE-REXFORD
 GA0434'COUNTY ROADS, ON THE JOHN NAVE PROPERTY, 900 FEET NORTHEAST OF
 GA0434'A LARGE BARN, 400 FEET SOUTHEAST OF A TWO-STORY FARMHOUSE,
 GA0434'200 FEET SOUTH OF A 1-1/2 STORY FARMHOUSE, 100 FEET SOUTH OF THE
 GA0434'ROAD JUNCTION, 29.7 FEET NORTHEAST OF A POLE WITH TWO GUY WIRES,
 GA0434'11.1 FEET SOUTH OF A POLE WITH ONE GUY WIRE, 20 FEET SOUTHEAST
 GA0434'OF THE RAILROAD CROSSING, 20 FEET NORTHEAST OF A TWIN 3-INCH
 GA0434'SYCAMORE TREE, AND IN A WEED PATCH ALONG AN OLD FENCE LINE.
 GA0434'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 317
 GA0434'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0433 ***********************************************************************
 GA0433  DESIGNATION -  LHT 318
 GA0433  PID         -  GA0433
 GA0433  STATE/COUNTY-  TN/CARTER
 GA0433  USGS QUAD   -  ELIZABETHTON (1968)
 GA0433
 GA0433                         *CURRENT SURVEY CONTROL
 GA0433  ___________________________________________________________________
 GA0433* NAD 83(1986)-  36 22 00.     (N)    082 11 02.     (W)     SCALED    
 GA0433* NAVD 88     -       473.23   (+/-2cm)    1552.6    (feet)  VERTCON   
 GA0433  ___________________________________________________________________
 GA0433  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0433
 GA0433  VERT ORDER  -  ? (See Below)
 GA0433
 GA0433.The horizontal coordinates were scaled from a topographic map and have
 GA0433.an estimated accuracy of +/- 6 seconds.
 GA0433
 GA0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0433.The vertical order pertains to the NGVD 29 superseded value.
 GA0433
 GA0433.The geoid height was determined by GEOID03.
 GA0433
 GA0433;                    North         East    Units  Estimated Accuracy
 GA0433;SPC TN       -   232,280.      942,390.      MT  (+/- 180 meters Scaled)
 GA0433
 GA0433                          SUPERSEDED SURVEY CONTROL
 GA0433
 GA0433  NGVD 29 (??/??/92)  473.365  (m)         1553.03   (f) ADJ UNCH    ?  
 GA0433
 GA0433.Superseded values are not recommended for survey control.
 GA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0433.See file dsdata.txt to determine how the superseded data were derived.
 GA0433
 GA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA937252(NAD 83)
 GA0433_MARKER: DD = SURVEY DISK
 GA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0433_STAMPING: LHT 318 1937
 GA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0433+STABILITY: SURFACE MOTION
 GA0433
 GA0433  HISTORY     - Date     Condition        Report By
 GA0433  HISTORY     - 1937     MONUMENTED       TVA
 GA0433
 GA0433                          STATION DESCRIPTION
 GA0433
 GA0433'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0433'2.6 MI E FROM ELIZABETHTON.
 GA0433'2.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0433'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, 1.5 MILES WEST
 GA0433'OF HUNTER, NEAR THE JUNCTION OF THE DAVIS BRANCH-COUNTY HOME
 GA0433'AND BILTMORE-REXFORD COUNTY ROADS, AT THE SOUTHEAST CORNER
 GA0433'OF THE CROSSROADS, 125 FEET SOUTHWEST OF A STOCK GAP, 90 FEET
 GA0433'SOUTHWEST OF THE RAILROAD CROSSING, 75 FEET NORTHEAST OF A
 GA0433'GUY POLE, 19.2 FEET SOUTHWEST OF THE DOWNSTREAM END OF A
 GA0433'CAST-IRON PIPE UNDER THE TRACKS, 9.9 FEET NORTH OF A POLE AT
 GA0433'THE TOP OF A FILL, AND ON THE RIGHT EDGE OF A SMALL DRAIN.
 GA0433'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 318
 GA0433'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0432 ***********************************************************************
 GA0432  DESIGNATION -  LHT 319
 GA0432  PID         -  GA0432
 GA0432  STATE/COUNTY-  TN/CARTER
 GA0432  USGS QUAD   -  ELIZABETHTON (1968)
 GA0432
 GA0432                         *CURRENT SURVEY CONTROL
 GA0432  ___________________________________________________________________
 GA0432* NAD 83(1986)-  36 22 17.     (N)    082 10 15.     (W)     SCALED    
 GA0432* NAVD 88     -       478.32   (+/-2cm)    1569.3    (feet)  VERTCON   
 GA0432  ___________________________________________________________________
 GA0432  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0432
 GA0432  VERT ORDER  -  ? (See Below)
 GA0432
 GA0432.The horizontal coordinates were scaled from a topographic map and have
 GA0432.an estimated accuracy of +/- 6 seconds.
 GA0432
 GA0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0432.The vertical order pertains to the NGVD 29 superseded value.
 GA0432
 GA0432.The geoid height was determined by GEOID03.
 GA0432
 GA0432;                    North         East    Units  Estimated Accuracy
 GA0432;SPC TN       -   232,850.      943,540.      MT  (+/- 180 meters Scaled)
 GA0432
 GA0432                          SUPERSEDED SURVEY CONTROL
 GA0432
 GA0432  NGVD 29 (??/??/92)  478.455  (m)         1569.73   (f) ADJ UNCH    ?  
 GA0432
 GA0432.Superseded values are not recommended for survey control.
 GA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0432.See file dsdata.txt to determine how the superseded data were derived.
 GA0432
 GA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA949257(NAD 83)
 GA0432_MARKER: DD = SURVEY DISK
 GA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0432_STAMPING: LHT 319 1937
 GA0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0432+STABILITY: SURFACE MOTION
 GA0432
 GA0432  HISTORY     - Date     Condition        Report By
 GA0432  HISTORY     - 1937     MONUMENTED       TVA
 GA0432
 GA0432                          STATION DESCRIPTION
 GA0432
 GA0432'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0432'3.3 MI E FROM ELIZABETHTON.
 GA0432'3.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0432'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, 0.8 MILE WEST OF
 GA0432'HUNTER, AT THE CROSSING OF A NORTH-AND-SOUTH COUNTY ROAD,
 GA0432'850 FEET NORTHEAST OF A TWO-STORY FARMHOUSE, 150 FEET SOUTH
 GA0432'OF A 4-INCH POPLAR TREE, 50 FEET EAST OF A STOCK GAP ON THE
 GA0432'WEST SIDE OF THE COUNTY ROAD, 27.3 FEET NORTH OF A POLE,
 GA0432'20 FEET NORTHEAST OF THE RAILROAD CROSSING, 10 FEET NORTHEAST
 GA0432'OF A STOCK GAP ON THE EAST SIDE OF THE ROAD, AND IN THE FENCE
 GA0432'LINE ON THE NORTHWEST EDGE OF THE RAILROAD RIGHT-OF-WAY.  A
 GA0432'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 319 1937
 GA0432'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3645 ***********************************************************************
 GA3645  DESIGNATION -  LHT 319 RESET
 GA3645  PID         -  GA3645
 GA3645  STATE/COUNTY-  TN/CARTER
 GA3645  USGS QUAD   -  ELIZABETHTON (1968)
 GA3645
 GA3645                         *CURRENT SURVEY CONTROL
 GA3645  ___________________________________________________________________
 GA3645* NAD 83(1986)-  36 22 17.     (N)    082 10 15.     (W)     SCALED    
 GA3645* NAVD 88     -       478.53   (+/-2cm)    1570.0    (feet)  VERTCON   
 GA3645  ___________________________________________________________________
 GA3645  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3645
 GA3645  VERT ORDER  -  THIRD (See Below)
 GA3645
 GA3645.The horizontal coordinates were scaled from a topographic map and have
 GA3645.an estimated accuracy of +/- 6 seconds.
 GA3645
 GA3645.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3645.The vertical order pertains to the NGVD 29 superseded value.
 GA3645
 GA3645.The geoid height was determined by GEOID03.
 GA3645
 GA3645;                    North         East    Units  Estimated Accuracy
 GA3645;SPC TN       -   232,850.      943,540.      MT  (+/- 180 meters Scaled)
 GA3645
 GA3645                          SUPERSEDED SURVEY CONTROL
 GA3645
 GA3645  NGVD 29 (??/??/??)  478.66   (m)         1570.4    (f) N HEIGHT    3  
 GA3645
 GA3645.Superseded values are not recommended for survey control.
 GA3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3645.See file dsdata.txt to determine how the superseded data were derived.
 GA3645
 GA3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA949257(NAD 83)
 GA3645_MARKER: DB = BENCH MARK DISK
 GA3645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3645_SP_SET: SQUARE CONCRETE MONUMENT
 GA3645_STAMPING: LHT 319 1937 RESET 1956
 GA3645_MARK LOGO: TVA   
 GA3645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GA3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3645+STABILITY: SURFACE MOTION
 GA3645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA3645+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1987
 GA3645
 GA3645  HISTORY     - Date     Condition        Report By
 GA3645  HISTORY     - UNK      MONUMENTED       TVA
 GA3645  HISTORY     - 19870515 GOOD             TNDT
 GA3645
 GA3645                          STATION DESCRIPTION
 GA3645
 GA3645'DESCRIBED BY TN DEPT OF TRANSP 1987
 GA3645'1.1 MILES WEST OF HUNTER, 0.2 MILES BY ROAD WEST OF REXFORD BRIDGE
 GA3645'OVER WATAUGA RIVER ON GRAVEL COUNTY ROAD 0.1 MILE NORTH OF
 GA3645'REXFORD-BILTMORE COUNTY ROAD, SET ON THE EAST SIDE OF THE GRAVEL
 GA3645'COUNTY ROAD IN A FENCE LINE AT THE NORTH EDGE OF THE YARD.  TO REACH
 GA3645'FROKM REXFORD BRIDGE OVER THE WATAUGA RIVER, GO 0.1 MILE DOWN PAVED
 GA3645'ROAD ON RIGHT BANK OF RIVER, TURN RIGHT, NORTH, 0.1 MILE AND GO TO
 GA3645'THE POINT.STATION IS 35 FEET N 50 DEG W OF NORTHWEST CORNER 1 BLOCK
 GA3645'DWELLING, 59.0 FEET N 25 DEG W OF SOUTHWEST CORNER 1 BLOCK BUILDING,
 GA3645'65.5 FEET N 65 DEG W OF NORTHEAST CORNER 1 BLOCK BUILDING, 22.8 FEET
 GA3645'N 50 DEG E OF TELEPHONE POLE, 11.0 FEET EAST OF 4 INCH MAPLE TREE IN
 GA3645'FENCE LINE, AND 29 FEET EAST OF CENTERLINE OF GRAVEL ROAD.  A
 GA3645'STANDARD TVA TABLET STAMPED LHT 319 1937 RESEET 1956 AND SET IN A
 GA3645'CONCRETE MONUMENT.  STEEL POST WITH CONTROL MARKER SIGN SET 1 FOOT
 GA3645'EAST OF MONUMENT.  THIRD ORDER MARK, ELEVATION 1570.42 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0431 ***********************************************************************
 GA0431  DESIGNATION -  LHT 320
 GA0431  PID         -  GA0431
 GA0431  STATE/COUNTY-  TN/CARTER
 GA0431  USGS QUAD   -  ELIZABETHTON (1968)
 GA0431
 GA0431                         *CURRENT SURVEY CONTROL
 GA0431  ___________________________________________________________________
 GA0431* NAD 83(1986)-  36 22 20.     (N)    082 09 26.     (W)     SCALED    
 GA0431* NAVD 88     -       480.29   (+/-2cm)    1575.8    (feet)  VERTCON   
 GA0431  ___________________________________________________________________
 GA0431  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0431
 GA0431  VERT ORDER  -  ? (See Below)
 GA0431
 GA0431.The horizontal coordinates were scaled from a topographic map and have
 GA0431.an estimated accuracy of +/- 6 seconds.
 GA0431
 GA0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0431.The vertical order pertains to the NGVD 29 superseded value.
 GA0431
 GA0431.The geoid height was determined by GEOID03.
 GA0431
 GA0431;                    North         East    Units  Estimated Accuracy
 GA0431;SPC TN       -   232,990.      944,750.      MT  (+/- 180 meters Scaled)
 GA0431
 GA0431                          SUPERSEDED SURVEY CONTROL
 GA0431
 GA0431  NGVD 29 (??/??/92)  480.421  (m)         1576.18   (f) ADJ UNCH    ?  
 GA0431
 GA0431.Superseded values are not recommended for survey control.
 GA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0431.See file dsdata.txt to determine how the superseded data were derived.
 GA0431
 GA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA961258(NAD 83)
 GA0431_MARKER: DD = SURVEY DISK
 GA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0431_STAMPING: LHT 320 1937
 GA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0431+STABILITY: SURFACE MOTION
 GA0431
 GA0431  HISTORY     - Date     Condition        Report By
 GA0431  HISTORY     - 1937     MONUMENTED       TVA
 GA0431
 GA0431                          STATION DESCRIPTION
 GA0431
 GA0431'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0431'4 MI NE FROM ELIZABETHTON.
 GA0431'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0431'CARTER COUNTY, AT HUNTER, AT THE CROSSING OF THE SOUTHERN
 GA0431'RAILWAY, 450 FEET SOUTHWEST OF A BRICK METHODIST CHURCH, 325
 GA0431'FEET NORTHWEST OF THE SOUTHERN RAILWAY STATION, 300 FEET
 GA0431'SOUTHEAST OF A 1-1/2 STORY FRAME HOUSE IN A MAPLE GROVE, 100
 GA0431'FEET NORTH OF A SERVICE STATION, 90 FEET SOUTHWEST OF A TWO-STORY
 GA0431'HOUSE, 90 FEET NORTHWEST OF THE RAILROAD CROSSING, 17.5 FEET
 GA0431'NORTH OF A 30-INCH FORKED WALNUT TREE, AND IN A NORTH-AND-SOUTH
 GA0431'BOARD-FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0431'STAMPED LHT 320 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0430 ***********************************************************************
 GA0430  DESIGNATION -  LHT 321
 GA0430  PID         -  GA0430
 GA0430  STATE/COUNTY-  TN/CARTER
 GA0430  USGS QUAD   -  KEENBURG (1960)
 GA0430
 GA0430                         *CURRENT SURVEY CONTROL
 GA0430  ___________________________________________________________________
 GA0430* NAD 83(1986)-  36 22 43.     (N)    082 09 00.     (W)     SCALED    
 GA0430* NAVD 88     -       490.29   (+/-2cm)    1608.6    (feet)  VERTCON   
 GA0430  ___________________________________________________________________
 GA0430  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0430
 GA0430  VERT ORDER  -  ? (See Below)
 GA0430
 GA0430.The horizontal coordinates were scaled from a topographic map and have
 GA0430.an estimated accuracy of +/- 6 seconds.
 GA0430
 GA0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0430.The vertical order pertains to the NGVD 29 superseded value.
 GA0430
 GA0430.The geoid height was determined by GEOID03.
 GA0430
 GA0430;                    North         East    Units  Estimated Accuracy
 GA0430;SPC TN       -   233,720.      945,370.      MT  (+/- 180 meters Scaled)
 GA0430
 GA0430                          SUPERSEDED SURVEY CONTROL
 GA0430
 GA0430  NGVD 29 (??/??/92)  490.415  (m)         1608.97   (f) ADJ UNCH    ?  
 GA0430
 GA0430.Superseded values are not recommended for survey control.
 GA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0430.See file dsdata.txt to determine how the superseded data were derived.
 GA0430
 GA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA968265(NAD 83)
 GA0430_MARKER: DD = SURVEY DISK
 GA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0430_STAMPING: LHT 321 1937
 GA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0430+STABILITY: SURFACE MOTION
 GA0430
 GA0430  HISTORY     - Date     Condition        Report By
 GA0430  HISTORY     - 1937     MONUMENTED       TVA
 GA0430
 GA0430                          STATION DESCRIPTION
 GA0430
 GA0430'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0430'4.7 MI NE FROM ELIZABETHTON.
 GA0430'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0430'CARTER COUNTY, 0.7 MILE NORTHEAST OF HUNTER, AT THE JUNCTION OF
 GA0430'A FARM ROAD LEADING NORTHWEST, IN THE NORTHWEST CORNER OF
 GA0430'THE JUNCTION, ON THE R.D. MAY PROPERTY, 175 FEET NORTHEAST
 GA0430'OF A ONE-STORY FARMHOUSE ON THE OPPOSITE SIDE OF THE HIGHWAY
 GA0430'NEAR A LARGE POPLAR TREE, 150 FEET NORTHEAST OF A STONE GARAGE,
 GA0430'150 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE IN A LOCUST AND
 GA0430'CHERRY GROVE, 125 FEET SOUTH OF A 1-1/2-STORY FARMHOUSE,
 GA0430'50 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 77, 15 FEET
 GA0430'SOUTHWEST OF A GATE NEAR A BRIDGE, BETWEEN A SMALL SHACK AND A
 GA0430'SMALL CREEK, AND IN THE SOUTHWEST CORNER OF THE LAWN.  A TENNESSEE
 GA0430'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 321 1937 AND SET
 GA0430'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0429 ***********************************************************************
 GA0429  DESIGNATION -  LHT 322
 GA0429  PID         -  GA0429
 GA0429  STATE/COUNTY-  TN/CARTER
 GA0429  USGS QUAD   -  KEENBURG (1960)
 GA0429
 GA0429                         *CURRENT SURVEY CONTROL
 GA0429  ___________________________________________________________________
 GA0429* NAD 83(1986)-  36 23 15.     (N)    082 08 17.     (W)     SCALED    
 GA0429* NAVD 88     -       504.56   (+/-2cm)    1655.4    (feet)  VERTCON   
 GA0429  ___________________________________________________________________
 GA0429  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0429
 GA0429  VERT ORDER  -  ? (See Below)
 GA0429
 GA0429.The horizontal coordinates were scaled from a topographic map and have
 GA0429.an estimated accuracy of +/- 6 seconds.
 GA0429
 GA0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0429.The vertical order pertains to the NGVD 29 superseded value.
 GA0429
 GA0429.The geoid height was determined by GEOID03.
 GA0429
 GA0429;                    North         East    Units  Estimated Accuracy
 GA0429;SPC TN       -   234,750.      946,400.      MT  (+/- 180 meters Scaled)
 GA0429
 GA0429                          SUPERSEDED SURVEY CONTROL
 GA0429
 GA0429  NGVD 29 (??/??/92)  504.691  (m)         1655.81   (f) ADJ UNCH    ?  
 GA0429
 GA0429.Superseded values are not recommended for survey control.
 GA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0429.See file dsdata.txt to determine how the superseded data were derived.
 GA0429
 GA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA979275(NAD 83)
 GA0429_MARKER: DD = SURVEY DISK
 GA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0429_STAMPING: LHT 322 1937
 GA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0429+STABILITY: SURFACE MOTION
 GA0429
 GA0429  HISTORY     - Date     Condition        Report By
 GA0429  HISTORY     - 1937     MONUMENTED       TVA
 GA0429
 GA0429                          STATION DESCRIPTION
 GA0429
 GA0429'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0429'5.6 MI NE FROM ELIZABETHTON.
 GA0429'5.6 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0429'CARTER COUNTY, 1.5 MILES NORTHEAST OF HUNTER (WATAUGA VALLEY
 GA0429'POST OFFICE), AT THE JUNCTION OF A ROAD LEADING SOUTHEAST TO
 GA0429'POSSUM HOLLOW, 250 FEET WEST OF A GARAGE NEAR A CULVERT, 250
 GA0429'FEET NORTHEAST OF A GREEN-TOP ONE-STORY HOUSE, 125 FEET NORTH
 GA0429'OF A ONE-STORY HOUSE AT THE SOUTHWEST CORNER OF THE JUNCTION,
 GA0429'100 FEET WEST OF POWER-TRANSMISSION-LINE POLE 93, 40 FEET NORTH
 GA0429'OF THE ROAD JUNCTION, AND 10 FEET SOUTHEAST OF 10-INCH TWIN
 GA0429'SWEET GUM TREES AT THE SOUTHWEST CORNER OF A FENCE.  A TENNESSEE
 GA0429'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 322 1937 AND SET
 GA0429'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0428 ***********************************************************************
 GA0428  DESIGNATION -  LHT 323
 GA0428  PID         -  GA0428
 GA0428  STATE/COUNTY-  TN/CARTER
 GA0428  USGS QUAD   -  CARTER (1969)
 GA0428
 GA0428                         *CURRENT SURVEY CONTROL
 GA0428  ___________________________________________________________________
 GA0428* NAD 83(1986)-  36 23 41.     (N)    082 07 12.     (W)     SCALED    
 GA0428* NAVD 88     -       521.65   (+/-2cm)    1711.4    (feet)  VERTCON   
 GA0428  ___________________________________________________________________
 GA0428  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0428
 GA0428  VERT ORDER  -  ? (See Below)
 GA0428
 GA0428.The horizontal coordinates were scaled from a topographic map and have
 GA0428.an estimated accuracy of +/- 6 seconds.
 GA0428
 GA0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0428.The vertical order pertains to the NGVD 29 superseded value.
 GA0428
 GA0428.The geoid height was determined by GEOID03.
 GA0428
 GA0428;                    North         East    Units  Estimated Accuracy
 GA0428;SPC TN       -   235,610.      947,990.      MT  (+/- 180 meters Scaled)
 GA0428
 GA0428                          SUPERSEDED SURVEY CONTROL
 GA0428
 GA0428  NGVD 29 (??/??/92)  521.772  (m)         1711.85   (f) ADJ UNCH    ?  
 GA0428
 GA0428.Superseded values are not recommended for survey control.
 GA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0428.See file dsdata.txt to determine how the superseded data were derived.
 GA0428
 GA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA995283(NAD 83)
 GA0428_MARKER: DD = SURVEY DISK
 GA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0428_STAMPING: LHT 323 1937
 GA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0428+STABILITY: SURFACE MOTION
 GA0428
 GA0428  HISTORY     - Date     Condition        Report By
 GA0428  HISTORY     - 1937     MONUMENTED       TVA
 GA0428
 GA0428                          STATION DESCRIPTION
 GA0428
 GA0428'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0428'6.7 MI NE FROM ELIZABETHTON.
 GA0428'6.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0428'CARTER COUNTY, 2.7 MILES NORTHEAST OF HUNTER (WATAUGA VALLEY
 GA0428'POST OFFICE), NEAR THE JUNCTION OF A FARM ROAD LEADING SOUTHEAST,
 GA0428'175 FEET EAST OF A 1-1/2-STORY FARMHOUSE IN A LOCUST GROVE, 100
 GA0428'FEET NORTHEAST OF POWER-TRANSMISSION LINE POLE 111, 100 FEET
 GA0428'SOUTHWEST OF A THREE-PRONGED 24-INCH SPRUCE PINE TREE ON THE
 GA0428'TOP OF A HIGHWAY CUT, 60 FEET SOUTHEAST OF A POLE ON THE TOP OF
 GA0428'THE CUT, 30 FEET SOUTHWEST OF A ONE-TUBE CONCRETE CULVERT,
 GA0428'20 FEET NORTHWEST OF A 26-INCH PINE TREE AT THE TOP OF A HIGHWAY
 GA0428'FILL, ON THE TOP OF THE FILL, AND IN THE TIMBER LINE.  A
 GA0428'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 323 1937
 GA0428'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0427 ***********************************************************************
 GA0427  DESIGNATION -  LHT 324
 GA0427  PID         -  GA0427
 GA0427  STATE/COUNTY-  TN/CARTER
 GA0427  USGS QUAD   -  CARTER (1969)
 GA0427
 GA0427                         *CURRENT SURVEY CONTROL
 GA0427  ___________________________________________________________________
 GA0427* NAD 83(1986)-  36 23 55.     (N)    082 06 35.     (W)     SCALED    
 GA0427* NAVD 88     -       533.94   (+/-2cm)    1751.8    (feet)  VERTCON   
 GA0427  ___________________________________________________________________
 GA0427  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0427
 GA0427  VERT ORDER  -  ? (See Below)
 GA0427
 GA0427.The horizontal coordinates were scaled from a topographic map and have
 GA0427.an estimated accuracy of +/- 6 seconds.
 GA0427
 GA0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0427.The vertical order pertains to the NGVD 29 superseded value.
 GA0427
 GA0427.The geoid height was determined by GEOID03.
 GA0427
 GA0427;                    North         East    Units  Estimated Accuracy
 GA0427;SPC TN       -   236,080.      948,900.      MT  (+/- 180 meters Scaled)
 GA0427
 GA0427                          SUPERSEDED SURVEY CONTROL
 GA0427
 GA0427  NGVD 29 (??/??/92)  534.072  (m)         1752.20   (f) ADJ UNCH    ?  
 GA0427
 GA0427.Superseded values are not recommended for survey control.
 GA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0427.See file dsdata.txt to determine how the superseded data were derived.
 GA0427
 GA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA004287(NAD 83)
 GA0427_MARKER: DD = SURVEY DISK
 GA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0427_STAMPING: LHT 324 1937
 GA0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0427+STABILITY: SURFACE MOTION
 GA0427
 GA0427  HISTORY     - Date     Condition        Report By
 GA0427  HISTORY     - 1937     MONUMENTED       TVA
 GA0427
 GA0427                          STATION DESCRIPTION
 GA0427
 GA0427'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0427'7.3 MI NE FROM ELIZABETHTON.
 GA0427'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0427'CARTER COUNTY, 0.1 MILE NORTHEAST OF THE JUNCTION OF THE BLUE
 GA0427'SPRINGS ROAD, AT THE JUNCTION OF THE WEAVER BRANCH UNAKA NATIONAL
 GA0427'FOREST ROAD, 450 FEET NORTHEAST OF A ONE-STORY STORE BUILDING,
 GA0427'375 FEET EAST OF A TWO-STORY FARMHOUSE, 100 FEET NORTHEAST OF A
 GA0427'POLE, 42 FEET NORTHWEST OF THE UPSTREAM END OF A PIPE LINE
 GA0427'UNDER THE HIGHWAY AT THE JUNCTION OF THE NATIONAL FOREST ROAD,
 GA0427'33.4 FEET NORTH OF A SOUTHWEST CORNER POST, AND NEAR U.S.
 GA0427'DEPARTMENT OF AGRICULTURE FOREST SERVICE PROPERTY-CORNER MARKER
 GA0427'99.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 GA0427'324 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0426 ***********************************************************************
 GA0426  DESIGNATION -  LHT 325
 GA0426  PID         -  GA0426
 GA0426  STATE/COUNTY-  TN/CARTER
 GA0426  USGS QUAD   -  CARTER (1969)
 GA0426
 GA0426                         *CURRENT SURVEY CONTROL
 GA0426  ___________________________________________________________________
 GA0426* NAD 83(1986)-  36 24 04.     (N)    082 06 10.     (W)     SCALED    
 GA0426* NAVD 88     -       537.27   (+/-2cm)    1762.7    (feet)  VERTCON   
 GA0426  ___________________________________________________________________
 GA0426  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0426
 GA0426  VERT ORDER  -  ? (See Below)
 GA0426
 GA0426.The horizontal coordinates were scaled from a topographic map and have
 GA0426.an estimated accuracy of +/- 6 seconds.
 GA0426
 GA0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0426.The vertical order pertains to the NGVD 29 superseded value.
 GA0426
 GA0426.The geoid height was determined by GEOID03.
 GA0426
 GA0426;                    North         East    Units  Estimated Accuracy
 GA0426;SPC TN       -   236,380.      949,510.      MT  (+/- 180 meters Scaled)
 GA0426
 GA0426                          SUPERSEDED SURVEY CONTROL
 GA0426
 GA0426  NGVD 29 (??/??/92)  537.401  (m)         1763.12   (f) ADJ UNCH    ?  
 GA0426
 GA0426.Superseded values are not recommended for survey control.
 GA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0426.See file dsdata.txt to determine how the superseded data were derived.
 GA0426
 GA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA011290(NAD 83)
 GA0426_MARKER: DD = SURVEY DISK
 GA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0426_STAMPING: LHT 325 1937
 GA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0426+STABILITY: SURFACE MOTION
 GA0426
 GA0426  HISTORY     - Date     Condition        Report By
 GA0426  HISTORY     - 1937     MONUMENTED       TVA
 GA0426
 GA0426                          STATION DESCRIPTION
 GA0426
 GA0426'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0426'7.8 MI NE FROM ELIZABETHTON.
 GA0426'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0426'CARTER COUNTY, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A DIRT
 GA0426'ROAD LEADING NORTHWEST TO RITCHIE CEMETERY, AT THE JUNCTION OF
 GA0426'THE NIDIFER BRANCH COUNTY ROAD, IN THE SOUTHEAST CORNER OF
 GA0426'THE JUNCTION, ON THE MRS. C.N. RITCHIE PROPERTY, 475 FEET
 GA0426'SOUTHEAST OF A ONE-STORY FARMHOUSE ON A HILLTOP, 125 FEET SOUTHWEST
 GA0426'OF A TWO-STORY FARMHOUSE, 100 FEET NORTHEAST OF A ONE-STORY
 GA0426'FARM BUILDING PAINTED YELLOW, 100 FEET SOUTHEAST OF
 GA0426'POWER-TRANSMISSION LINE JUNCTION POLE 135 AT THE CROSSROADS,
 GA0426'30 FEET SOUTHWEST OF A MAIL BOX, AT THE JUNCTION OF FENCES,
 GA0426'AND NEAR THE SOUTHEAST CORNER POST.  A TENNESSEE VALLEY
 GA0426'AUTHORITY STANDARD DISK, STAMPED LHT 325 1937 AND SET IN THE
 GA0426'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0425 ***********************************************************************
 GA0425  DESIGNATION -  LHT 326
 GA0425  PID         -  GA0425
 GA0425  STATE/COUNTY-  TN/CARTER
 GA0425  USGS QUAD   -  CARTER (1969)
 GA0425
 GA0425                         *CURRENT SURVEY CONTROL
 GA0425  ___________________________________________________________________
 GA0425* NAD 83(1986)-  36 24 18.     (N)    082 05 36.     (W)     SCALED    
 GA0425* NAVD 88     -       547.96   (+/-2cm)    1797.8    (feet)  VERTCON   
 GA0425  ___________________________________________________________________
 GA0425  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0425
 GA0425  VERT ORDER  -  ? (See Below)
 GA0425
 GA0425.The horizontal coordinates were scaled from a topographic map and have
 GA0425.an estimated accuracy of +/- 6 seconds.
 GA0425
 GA0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0425.The vertical order pertains to the NGVD 29 superseded value.
 GA0425
 GA0425.The geoid height was determined by GEOID03.
 GA0425
 GA0425;                    North         East    Units  Estimated Accuracy
 GA0425;SPC TN       -   236,850.      950,340.      MT  (+/- 180 meters Scaled)
 GA0425
 GA0425                          SUPERSEDED SURVEY CONTROL
 GA0425
 GA0425  NGVD 29 (??/??/92)  548.079  (m)         1798.16   (f) ADJ UNCH    ?  
 GA0425
 GA0425.Superseded values are not recommended for survey control.
 GA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0425.See file dsdata.txt to determine how the superseded data were derived.
 GA0425
 GA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA019294(NAD 83)
 GA0425_MARKER: DD = SURVEY DISK
 GA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0425_STAMPING: LHT 326 1937
 GA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0425+STABILITY: SURFACE MOTION
 GA0425
 GA0425  HISTORY     - Date     Condition        Report By
 GA0425  HISTORY     - 1937     MONUMENTED       TVA
 GA0425
 GA0425                          STATION DESCRIPTION
 GA0425
 GA0425'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0425'8.4 MI NE FROM ELIZABETHTON.
 GA0425'8.4 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0425'CARTER COUNTY, 0.2 MILE SOUTH OF UNAKA SCHOOL, AT THE JUNCTION OF
 GA0425'MUDDY BRANCH COUNTY ROAD, IN THE SOUTH CORNER OF THE JUNCTION,
 GA0425'500 FEET SOUTHWEST OF A TWO-STORY STORE BUILDING, 350 FEET
 GA0425'NORTH OF A ONE-STORY FARMHOUSE, 25.5 FEET SOUTH OF A
 GA0425'POWER-TRANSMISSION LINE JUNCTION POLE, 18.6 FEET SOUTHWEST
 GA0425'OF A NORTHEAST CORNER POST, ON THE SOUTHEAST EDGE OF AN OLD
 GA0425'ROADWAY, AND IN THE FENCE LINE.  A TENNESSEE VALLEY AUTHORITY
 GA0425'STANDARD DISK, STAMPED LHT 326 1937 AND SET IN THE TOP OF A
 GA0425'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0424 ***********************************************************************
 GA0424  DESIGNATION -  LHT 327
 GA0424  PID         -  GA0424
 GA0424  STATE/COUNTY-  TN/CARTER
 GA0424  USGS QUAD   -  CARTER (1969)
 GA0424
 GA0424                         *CURRENT SURVEY CONTROL
 GA0424  ___________________________________________________________________
 GA0424* NAD 83(1986)-  36 24 54.     (N)    082 04 42.     (W)     SCALED    
 GA0424* NAVD 88     -       570.29   (+/-2cm)    1871.0    (feet)  VERTCON   
 GA0424  ___________________________________________________________________
 GA0424  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0424
 GA0424  VERT ORDER  -  ? (See Below)
 GA0424
 GA0424.The horizontal coordinates were scaled from a topographic map and have
 GA0424.an estimated accuracy of +/- 6 seconds.
 GA0424
 GA0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0424.The vertical order pertains to the NGVD 29 superseded value.
 GA0424
 GA0424.The geoid height was determined by GEOID03.
 GA0424
 GA0424;                    North         East    Units  Estimated Accuracy
 GA0424;SPC TN       -   238,010.      951,640.      MT  (+/- 180 meters Scaled)
 GA0424
 GA0424                          SUPERSEDED SURVEY CONTROL
 GA0424
 GA0424  NGVD 29 (??/??/92)  570.394  (m)         1871.37   (f) ADJ UNCH    ?  
 GA0424
 GA0424.Superseded values are not recommended for survey control.
 GA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0424.See file dsdata.txt to determine how the superseded data were derived.
 GA0424
 GA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA033305(NAD 83)
 GA0424_MARKER: DD = SURVEY DISK
 GA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0424_STAMPING: LHT 327 1937
 GA0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0424+STABILITY: SURFACE MOTION
 GA0424
 GA0424  HISTORY     - Date     Condition        Report By
 GA0424  HISTORY     - 1937     MONUMENTED       TVA
 GA0424
 GA0424                          STATION DESCRIPTION
 GA0424
 GA0424'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0424'9.5 MI NE FROM ELIZABETHTON.
 GA0424'9.5 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0424'CARTER COUNTY, AT CARTER, AT THE STONY CREEK BAPTIST CHURCH,
 GA0424'ON THE NORTHWEST BANK OF STONY CREEK, 500 FEET EAST OF A
 GA0424'TWO-STORY FARMHOUSE IN A GROVE, 350 FEET SOUTHWEST OF ANOTHER
 GA0424'TWO-STORY FARMHOUSE IN A GROVE, 100 FEET SOUTH OF A ONE-STORY
 GA0424'STORE BUILDING, 90 FEET SOUTHEAST OF THE CHURCH, 30 FEET NORTHWEST
 GA0424'OF A 30-INCH LEANING BUCKEYE TREE, 23.2 FEET SOUTHWEST OF A
 GA0424'20-INCH SCAR-SIDED HEMLOCK TREE, 16 FEET NORTHWEST OF AN
 GA0424'18-INCH BEECH TREE, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND
 GA0424'ON THE HIGH BANK OF THE CREEK.  A TENNESSEE VALLEY AUTHORITY
 GA0424'STANDARD DISK, STAMPED LHT 327 1937 AND SET IN THE TOP OF A
 GA0424'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0423 ***********************************************************************
 GA0423  DESIGNATION -  LHT 328
 GA0423  PID         -  GA0423
 GA0423  STATE/COUNTY-  TN/CARTER
 GA0423  USGS QUAD   -  CARTER (1969)
 GA0423
 GA0423                         *CURRENT SURVEY CONTROL
 GA0423  ___________________________________________________________________
 GA0423* NAD 83(1986)-  36 25 15.     (N)    082 04 05.     (W)     SCALED    
 GA0423* NAVD 88     -       582.23   (+/-2cm)    1910.2    (feet)  VERTCON   
 GA0423  ___________________________________________________________________
 GA0423  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0423
 GA0423  VERT ORDER  -  ? (See Below)
 GA0423
 GA0423.The horizontal coordinates were scaled from a topographic map and have
 GA0423.an estimated accuracy of +/- 6 seconds.
 GA0423
 GA0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0423.The vertical order pertains to the NGVD 29 superseded value.
 GA0423
 GA0423.The geoid height was determined by GEOID03.
 GA0423
 GA0423;                    North         East    Units  Estimated Accuracy
 GA0423;SPC TN       -   238,690.      952,530.      MT  (+/- 180 meters Scaled)
 GA0423
 GA0423                          SUPERSEDED SURVEY CONTROL
 GA0423
 GA0423  NGVD 29 (??/??/92)  582.333  (m)         1910.54   (f) ADJ UNCH    ?  
 GA0423
 GA0423.Superseded values are not recommended for survey control.
 GA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0423.See file dsdata.txt to determine how the superseded data were derived.
 GA0423
 GA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA042311(NAD 83)
 GA0423_MARKER: DD = SURVEY DISK
 GA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0423_STAMPING: LHT 328 1937
 GA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0423+STABILITY: SURFACE MOTION
 GA0423
 GA0423  HISTORY     - Date     Condition        Report By
 GA0423  HISTORY     - 1937     MONUMENTED       TVA
 GA0423
 GA0423                          STATION DESCRIPTION
 GA0423
 GA0423'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0423'10.3 MI NE FROM ELIZABETHTON.
 GA0423'10.3 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0423'CARTER COUNTY, 2.2 MILES SOUTHWEST OF HOUSLEY, ON THE C.L.
 GA0423'GRINDSTAFF PROPERTY, 400 FEET SOUTHWEST OF THE JUNCTION OF THE
 GA0423'GRINDSTAFF BRANCH ROAD, 300 FEET EAST OF A ONE-STORY FARMHOUSE, 300
 GA0423'FEET SOUTH OF A TWO-STORY FARMHOUSE IN A MAPLE GROVE ON
 GA0423'A HILLTOP, 90 FEET SOUTHEAST OF A SINGLE-TUBE CULVERT, AT THE
 GA0423'NORTHEAST CORNER OF A STORE, ON THE SOUTHEAST SIDE OF THE
 GA0423'HIGHWAY, AND MIDWAY BETWEEN THE CORNER OF THE STORE AND A
 GA0423'CHICKENHOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0423'STAMPED LHT 328 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0422 ***********************************************************************
 GA0422  DESIGNATION -  LHT 329
 GA0422  PID         -  GA0422
 GA0422  STATE/COUNTY-  TN/CARTER
 GA0422  USGS QUAD   -  CARTER (1969)
 GA0422
 GA0422                         *CURRENT SURVEY CONTROL
 GA0422  ___________________________________________________________________
 GA0422* NAD 83(1986)-  36 25 58.     (N)    082 03 22.     (W)     SCALED    
 GA0422* NAVD 88     -       617.97   (+/-2cm)    2027.5    (feet)  VERTCON   
 GA0422  ___________________________________________________________________
 GA0422  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0422
 GA0422  VERT ORDER  -  ? (See Below)
 GA0422
 GA0422.The horizontal coordinates were scaled from a topographic map and have
 GA0422.an estimated accuracy of +/- 6 seconds.
 GA0422
 GA0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0422.The vertical order pertains to the NGVD 29 superseded value.
 GA0422
 GA0422.The geoid height was determined by GEOID03.
 GA0422
 GA0422;                    North         East    Units  Estimated Accuracy
 GA0422;SPC TN       -   240,060.      953,550.      MT  (+/- 180 meters Scaled)
 GA0422
 GA0422                          SUPERSEDED SURVEY CONTROL
 GA0422
 GA0422  NGVD 29 (??/??/92)  618.063  (m)         2027.76   (f) ADJ UNCH    ?  
 GA0422
 GA0422.Superseded values are not recommended for survey control.
 GA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0422.See file dsdata.txt to determine how the superseded data were derived.
 GA0422
 GA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA053324(NAD 83)
 GA0422_MARKER: DD = SURVEY DISK
 GA0422_SETTING: 80 = SET IN A BOULDER
 GA0422_STAMPING: LHT 329 1937
 GA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0422+STABILITY: SURFACE MOTION
 GA0422
 GA0422  HISTORY     - Date     Condition        Report By
 GA0422  HISTORY     - 1937     MONUMENTED       TVA
 GA0422
 GA0422                          STATION DESCRIPTION
 GA0422
 GA0422'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0422'11.4 MI NE FROM ELIZABETHTON.
 GA0422'11.4 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0422'CARTER COUNTY, 1.1 MILES SOUTHWEST OF HOUSLEY, AT THE JUNCTION
 GA0422'OF THE LITTLE MARKIN BRANCH ROAD, ON THE JOE GRINDSTAFF PROPERTY,
 GA0422'300 FEET SOUTHEAST OF THE DUNNIGAN CHAPEL CHURCH, 300 FEET
 GA0422'SOUTHWEST OF A TWO-STORY FARMHOUSE, 210 FEET NORTHEAST OF MOORES
 GA0422'CHAPEL CHURCH, 130 FEET SOUTH OF A SINGLE-TUBE CONCRETE CULVERT
 GA0422'UNDER THE HIGHWAY, 110 FEET EAST OF A ONE-STORY FARMHOUSE,
 GA0422'22.2 FEET SOUTHEAST OF A 30-INCH WHITE OAK TREE, 14.5 FEET
 GA0422'NORTHEAST OF A 14-INCH ASH TREE, 10 FEET SOUTH OF AN OLD LOG
 GA0422'BARN, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN THE TOP OF
 GA0422'A BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA0422'LHT 329 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0421 ***********************************************************************
 GA0421  DESIGNATION -  LHT 330
 GA0421  PID         -  GA0421
 GA0421  STATE/COUNTY-  TN/CARTER
 GA0421  USGS QUAD   -  CARTER (1969)
 GA0421
 GA0421                         *CURRENT SURVEY CONTROL
 GA0421  ___________________________________________________________________
 GA0421* NAD 83(1986)-  36 26 29.     (N)    082 02 52.     (W)     SCALED    
 GA0421* NAVD 88     -       625.94   (+/-2cm)    2053.6    (feet)  VERTCON   
 GA0421  ___________________________________________________________________
 GA0421  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0421
 GA0421  VERT ORDER  -  ? (See Below)
 GA0421
 GA0421.The horizontal coordinates were scaled from a topographic map and have
 GA0421.an estimated accuracy of +/- 6 seconds.
 GA0421
 GA0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0421.The vertical order pertains to the NGVD 29 superseded value.
 GA0421
 GA0421.The geoid height was determined by GEOID03.
 GA0421
 GA0421;                    North         East    Units  Estimated Accuracy
 GA0421;SPC TN       -   241,050.      954,260.      MT  (+/- 180 meters Scaled)
 GA0421
 GA0421                          SUPERSEDED SURVEY CONTROL
 GA0421
 GA0421  NGVD 29 (??/??/92)  626.044  (m)         2053.95   (f) ADJ UNCH    ?  
 GA0421
 GA0421.Superseded values are not recommended for survey control.
 GA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0421.See file dsdata.txt to determine how the superseded data were derived.
 GA0421
 GA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA060334(NAD 83)
 GA0421_MARKER: DD = SURVEY DISK
 GA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0421_STAMPING: LHT 330 1937
 GA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0421+STABILITY: SURFACE MOTION
 GA0421
 GA0421  HISTORY     - Date     Condition        Report By
 GA0421  HISTORY     - 1937     MONUMENTED       TVA
 GA0421
 GA0421                          STATION DESCRIPTION
 GA0421
 GA0421'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0421'12.2 MI NE FROM ELIZABETHTON.
 GA0421'12.2 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0421'CARTER COUNTY, 0.3 MILE SOUTHWEST OF HOUSLEY, AT THE JUNCTION
 GA0421'OF THE ESTEP BRANCH COUNTY ROAD, 300 FEET NORTHEAST OF A SMALL
 GA0421'CONCRETE BRIDGE, 300 FEET WEST OF A ONE-STORY FARMHOUSE, 150
 GA0421'FEET NORTHWEST OF A 1-1/2 STORY FARMHOUSE, 100 FEET SOUTHWEST
 GA0421'OF A JUNCTION POLE, 80 FEET EAST OF A 1-1/2 STORY FARMHOUSE
 GA0421'ON THE NORTHWEST SIDE OF THE HIGHWAY, 22.4 FEET SOUTHWEST OF
 GA0421'THE SOUTHWEST CORNER OF A GARAGE, ON THE NORTHWEST SIDE OF THE
 GA0421'HIGHWAY, AND BETWEEN A SMALL DITCH AND THE FRONT YARD FENCE.
 GA0421'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 330
 GA0421'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0419 ***********************************************************************
 GA0419  DESIGNATION -  LHT 331
 GA0419  PID         -  GA0419
 GA0419  STATE/COUNTY-  TN/CARTER
 GA0419  USGS QUAD   -  CARTER (1969)
 GA0419
 GA0419                         *CURRENT SURVEY CONTROL
 GA0419  ___________________________________________________________________
 GA0419* NAD 83(1986)-  36 27 08.     (N)    082 02 19.     (W)     SCALED    
 GA0419* NAVD 88     -       645.96   (+/-2cm)    2119.3    (feet)  VERTCON   
 GA0419  ___________________________________________________________________
 GA0419  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0419
 GA0419  VERT ORDER  -  ? (See Below)
 GA0419
 GA0419.The horizontal coordinates were scaled from a topographic map and have
 GA0419.an estimated accuracy of +/- 6 seconds.
 GA0419
 GA0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0419.The vertical order pertains to the NGVD 29 superseded value.
 GA0419
 GA0419.The geoid height was determined by GEOID03.
 GA0419
 GA0419;                    North         East    Units  Estimated Accuracy
 GA0419;SPC TN       -   242,280.      955,030.      MT  (+/- 180 meters Scaled)
 GA0419
 GA0419                          SUPERSEDED SURVEY CONTROL
 GA0419
 GA0419  NGVD 29 (??/??/92)  646.063  (m)         2119.62   (f) ADJ UNCH    ?  
 GA0419
 GA0419.Superseded values are not recommended for survey control.
 GA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0419.See file dsdata.txt to determine how the superseded data were derived.
 GA0419
 GA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA069346(NAD 83)
 GA0419_MARKER: DD = SURVEY DISK
 GA0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0419_STAMPING: LHT 331 1937
 GA0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0419+STABILITY: SURFACE MOTION
 GA0419
 GA0419  HISTORY     - Date     Condition        Report By
 GA0419  HISTORY     - 1937     MONUMENTED       TVA
 GA0419
 GA0419                          STATION DESCRIPTION
 GA0419
 GA0419'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0419'13.1 MI NE FROM ELIZABETHTON.
 GA0419'13.1 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0419'CARTER COUNTY, 0.9 MILE SOUTHWEST OF BULADEEN, AT THE JUNCTION
 GA0419'OF THE CARTER BRANCH FARM ROAD, ON THE PROPERTY OF D.R. GRINDSTAFF,
 GA0419'425 FEET WEST OF A ONE-STORY STORE BUILDING, 400 FEET WEST OF A
 GA0419'TWO-STORY FARMHOUSE, 400 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE,
 GA0419'250 FEET SOUTH OF A BARN, 250 FEET NORTH OF ANOTHER ONE-STORY
 GA0419'FARMHOUSE, 125 FEET SOUTHEAST OF ANOTHER ONE-STORY FARMHOUSE,
 GA0419'28.5 FEET SOUTHWEST OF A POLE BY A BRIDGE, NEAR THE DOWNSTREAM
 GA0419'END OF THE BRIDGE, ON THE NORTHWEST SIDE OF THE HIGHWAY, AND
 GA0419'BETWEEN THE DITCH AND THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 GA0419'STANDARD DISK, STAMPED LHT 331 1937 AND SET IN THE TOP OF A
 GA0419'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0418 ***********************************************************************
 GA0418  DESIGNATION -  LHT 332
 GA0418  PID         -  GA0418
 GA0418  STATE/COUNTY-  TN/CARTER
 GA0418  USGS QUAD   -  CARTER (1969)
 GA0418
 GA0418                         *CURRENT SURVEY CONTROL
 GA0418  ___________________________________________________________________
 GA0418* NAD 83(1986)-  36 27 28.     (N)    082 01 26.     (W)     SCALED    
 GA0418* NAVD 88     -       672.45   (+/-2cm)    2206.2    (feet)  VERTCON   
 GA0418  ___________________________________________________________________
 GA0418  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0418
 GA0418  VERT ORDER  -  ? (See Below)
 GA0418
 GA0418.The horizontal coordinates were scaled from a topographic map and have
 GA0418.an estimated accuracy of +/- 6 seconds.
 GA0418
 GA0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0418.The vertical order pertains to the NGVD 29 superseded value.
 GA0418
 GA0418.The geoid height was determined by GEOID03.
 GA0418
 GA0418;                    North         East    Units  Estimated Accuracy
 GA0418;SPC TN       -   242,950.      956,320.      MT  (+/- 180 meters Scaled)
 GA0418
 GA0418                          SUPERSEDED SURVEY CONTROL
 GA0418
 GA0418  NGVD 29 (??/??/92)  672.539  (m)         2206.49   (f) ADJ UNCH    ?  
 GA0418
 GA0418.Superseded values are not recommended for survey control.
 GA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0418.See file dsdata.txt to determine how the superseded data were derived.
 GA0418
 GA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA082352(NAD 83)
 GA0418_MARKER: DD = SURVEY DISK
 GA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0418_STAMPING: LHT 332 1937
 GA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0418+STABILITY: SURFACE MOTION
 GA0418
 GA0418  HISTORY     - Date     Condition        Report By
 GA0418  HISTORY     - 1937     MONUMENTED       TVA
 GA0418
 GA0418                          STATION DESCRIPTION
 GA0418
 GA0418'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0418'14 MI NE FROM ELIZABETHTON.
 GA0418'14.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0418'CARTER COUNTY, AT BULADEEN, 0.1 MILE SOUTHWEST OF THE JUNCTION OF
 GA0418'A FARM ROAD LEADING NORTHWEST, AT THE JUNCTION OF ANOTHER FARM
 GA0418'ROAD LEADING NORTHWEST, ON THE J.J. RICHARDSON PROPERTY, 400 FEET
 GA0418'NORTHWEST OF A TALL BARN ON THE SOUTHEAST SIDE OF THE HIGHWAY,
 GA0418'200 FEET SOUTHEAST OF A LARGE BARN ON THE NORTHWEST SIDE OF THE
 GA0418'HIGHWAY, 70 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE AT THE NORTHWEST
 GA0418'CORNER OF THE ROAD JUNCTION, 15.8 FEET NORTHEAST OF THE NORTHEAST
 GA0418'CORNER OF ANOTHER BARN, IN THE BARN LOT, ON THE SOUTHEAST SIDE
 GA0418'OF THE HIGHWAY, AND ON THE WEST SIDE OF THE NORTH-AND-SOUTH
 GA0418'PROPERTY LINE OF J.J. RICHARDSON AND MRS. CAL ESTEP.  A TENNESSEE
 GA0418'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 332 1937 AND SET IN
 GA0418'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0417 ***********************************************************************
 GA0417  DESIGNATION -  LHT 333
 GA0417  PID         -  GA0417
 GA0417  STATE/COUNTY-  TN/CARTER
 GA0417  USGS QUAD   -  CARTER (1969)
 GA0417
 GA0417                         *CURRENT SURVEY CONTROL
 GA0417  ___________________________________________________________________
 GA0417* NAD 83(1986)-  36 27 46.     (N)    082 00 34.     (W)     SCALED    
 GA0417* NAVD 88     -       703.90   (+/-2cm)    2309.4    (feet)  VERTCON   
 GA0417  ___________________________________________________________________
 GA0417  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0417
 GA0417  VERT ORDER  -  ? (See Below)
 GA0417
 GA0417.The horizontal coordinates were scaled from a topographic map and have
 GA0417.an estimated accuracy of +/- 6 seconds.
 GA0417
 GA0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0417.The vertical order pertains to the NGVD 29 superseded value.
 GA0417
 GA0417.The geoid height was determined by GEOID03.
 GA0417
 GA0417;                    North         East    Units  Estimated Accuracy
 GA0417;SPC TN       -   243,560.      957,590.      MT  (+/- 180 meters Scaled)
 GA0417
 GA0417                          SUPERSEDED SURVEY CONTROL
 GA0417
 GA0417  NGVD 29 (??/??/92)  703.980  (m)         2309.64   (f) ADJ UNCH    ?  
 GA0417
 GA0417.Superseded values are not recommended for survey control.
 GA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0417.See file dsdata.txt to determine how the superseded data were derived.
 GA0417
 GA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA095357(NAD 83)
 GA0417_MARKER: DD = SURVEY DISK
 GA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0417_STAMPING: LHT 333 1937
 GA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0417+STABILITY: SURFACE MOTION
 GA0417
 GA0417  HISTORY     - Date     Condition        Report By
 GA0417  HISTORY     - 1937     MONUMENTED       TVA
 GA0417
 GA0417                          STATION DESCRIPTION
 GA0417
 GA0417'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0417'15 MI NE FROM ELIZABETHTON.
 GA0417'15.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0417'CARTER COUNTY, 0.8 MILE NORTHWEST OF BULADEEN, 0.6 MILE NORTH OF
 GA0417'HOLLY SPRINGS CHURCH, JUST WEST OF THE NORTH-AND-SOUTH BOUNDARY
 GA0417'LINE OF THE UNAKA NATIONAL FOREST, OPPOSITE THE MUDDY HOLLOW
 GA0417'FARM-ROAD JUNCTION, ON THE PRUETT ESTEP PROPERTY, 400 FEET NORTHEAST
 GA0417'OF AN OLD ONE-STORY FARMHOUSE, 100 FEET EAST OF A MAIL BOX, 60
 GA0417'FEET SOUTHWEST OF A POLE AT THE NORTHEAST CORNER OF THE JUNCTION,
 GA0417'45 FEET SOUTH OF A SMALL GARAGE UNDER A 20-INCH WALNUT TREE AND A
 GA0417'24-INCH WILD CHERRY TREE, 25.8 FEET NORTHEAST OF A ONE-STORY
 GA0417'FARMHOUSE, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN THE
 GA0417'NORTHEAST CORNER OF THE FARMYARD.  A TENNESSEE VALLEY AUTHORITY
 GA0417'STANDARD DISK, STAMPED LHT 333 1937 AND SET IN THE TOP OF A
 GA0417'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1001 ***********************************************************************
 FZ1001  DESIGNATION -  LHT 334
 FZ1001  PID         -  FZ1001
 FZ1001  STATE/COUNTY-  TN/CARTER
 FZ1001  USGS QUAD   -  DOE (1969)
 FZ1001
 FZ1001                         *CURRENT SURVEY CONTROL
 FZ1001  ___________________________________________________________________
 FZ1001* NAD 83(1986)-  36 28 06.     (N)    081 59 42.     (W)     SCALED    
 FZ1001* NAVD 88     -       742.18   (+/-2cm)    2435.0    (feet)  VERTCON   
 FZ1001  ___________________________________________________________________
 FZ1001  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ1001
 FZ1001  VERT ORDER  -  ? (See Below)
 FZ1001
 FZ1001.The horizontal coordinates were scaled from a topographic map and have
 FZ1001.an estimated accuracy of +/- 6 seconds.
 FZ1001
 FZ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1001.The vertical order pertains to the NGVD 29 superseded value.
 FZ1001
 FZ1001.The geoid height was determined by GEOID03.
 FZ1001
 FZ1001;                    North         East    Units  Estimated Accuracy
 FZ1001;SPC TN       -   244,230.      958,860.      MT  (+/- 180 meters Scaled)
 FZ1001
 FZ1001                          SUPERSEDED SURVEY CONTROL
 FZ1001
 FZ1001  NGVD 29 (??/??/92)  742.254  (m)         2435.21   (f) ADJ UNCH    ?  
 FZ1001
 FZ1001.Superseded values are not recommended for survey control.
 FZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1001.See file dsdata.txt to determine how the superseded data were derived.
 FZ1001
 FZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA108363(NAD 83)
 FZ1001_MARKER: DD = SURVEY DISK
 FZ1001_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1001_SP_SET: ROCK OUTCROP
 FZ1001_STAMPING: LHT 334 1937
 FZ1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1001+STABILITY: POSITION/ELEVATION WELL
 FZ1001
 FZ1001  HISTORY     - Date     Condition        Report By
 FZ1001  HISTORY     - 1937     MONUMENTED       TVA
 FZ1001
 FZ1001                          STATION DESCRIPTION
 FZ1001
 FZ1001'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1001'15.9 MI NE FROM ELIZABETHTON.
 FZ1001'15.9 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ1001'CARTER COUNTY, 1.7 MILES NORTHEAST OF BULADEEN, ON THE JACK CAMPBELL
 FZ1001'PROPERTY, 160 FEET NORTH OF A ONE-STORY FARMHOUSE, 110 FEET
 FZ1001'NORTHWEST OF A ONE-STORY WASH-HOUSE, 90 FEET NORTHWEST OF A
 FZ1001'CHICKENHOUSE, 90 FEET EAST OF A TIMBER BRIDGE OVER STONEY CREEK,
 FZ1001'80 FEET WEST OF A SMALL BARN, 25 FEET SOUTH OF A GATE, ON THE
 FZ1001'SOUTH SIDE OF THE HIGHWAY, INSIDE THE FARMYARD, AND IN A ROCK
 FZ1001'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 FZ1001'334 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1000 ***********************************************************************
 FZ1000  DESIGNATION -  LHT 335
 FZ1000  PID         -  FZ1000
 FZ1000  STATE/COUNTY-  TN/CARTER
 FZ1000  USGS QUAD   -  DOE (1969)
 FZ1000
 FZ1000                         *CURRENT SURVEY CONTROL
 FZ1000  ___________________________________________________________________
 FZ1000* NAD 83(1986)-  36 28 09.     (N)    081 58 49.     (W)     SCALED    
 FZ1000* NAVD 88     -       804.64   (+/-2cm)    2639.9    (feet)  VERTCON   
 FZ1000  ___________________________________________________________________
 FZ1000  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ1000
 FZ1000  VERT ORDER  -  ? (See Below)
 FZ1000
 FZ1000.The horizontal coordinates were scaled from a topographic map and have
 FZ1000.an estimated accuracy of +/- 6 seconds.
 FZ1000
 FZ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1000.The vertical order pertains to the NGVD 29 superseded value.
 FZ1000
 FZ1000.The geoid height was determined by GEOID03.
 FZ1000
 FZ1000;                    North         East    Units  Estimated Accuracy
 FZ1000;SPC TN       -   244,370.      960,180.      MT  (+/- 180 meters Scaled)
 FZ1000
 FZ1000                          SUPERSEDED SURVEY CONTROL
 FZ1000
 FZ1000  NGVD 29 (??/??/92)  804.726  (m)         2640.17   (f) ADJ UNCH    ?  
 FZ1000
 FZ1000.Superseded values are not recommended for survey control.
 FZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1000.See file dsdata.txt to determine how the superseded data were derived.
 FZ1000
 FZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA121364(NAD 83)
 FZ1000_MARKER: DD = SURVEY DISK
 FZ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1000_STAMPING: LHT 335 1937
 FZ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1000+STABILITY: SURFACE MOTION
 FZ1000
 FZ1000  HISTORY     - Date     Condition        Report By
 FZ1000  HISTORY     - 1937     MONUMENTED       TVA
 FZ1000
 FZ1000                          STATION DESCRIPTION
 FZ1000
 FZ1000'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1000'16.7 MI NE FROM ELIZABETHTON.
 FZ1000'16.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ1000'CARTER COUNTY, 2.5 MILES NORTHEAST OF BULADEEN, 2.5 MILES SOUTHWEST
 FZ1000'OF THE CARTER-JOHNSON COUNTY LINE, AT THE MACON SHOUN PROPERTY,
 FZ1000'200 FEET SOUTH OF AN OLD 1-1/2 STORY FARMHOUSE IN AN APPLE GROVE
 FZ1000'ON THE NORTH SIDE OF THE HIGHWAY, 100 FEET NORTHWEST OF AN OLD
 FZ1000'40-INCH OAK STUMP ON THE HILLSIDE, 100 FEET WEST OF A 6-INCH
 FZ1000'FORKED APPLE TREE, 38.8 FEET SOUTHWEST OF A WINDING ROAD SIGN, ON
 FZ1000'THE SOUTH SIDE OF THE HIGHWAY, AND IN A SMALL BORROW PIT NEAR A
 FZ1000'TRAIL.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 335
 FZ1000'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0999 ***********************************************************************
 FZ0999  DESIGNATION -  LHT 336
 FZ0999  PID         -  FZ0999
 FZ0999  STATE/COUNTY-  TN/CARTER
 FZ0999  USGS QUAD   -  DOE (1969)
 FZ0999
 FZ0999                         *CURRENT SURVEY CONTROL
 FZ0999  ___________________________________________________________________
 FZ0999* NAD 83(1986)-  36 28 16.     (N)    081 58 33.     (W)     SCALED    
 FZ0999* NAVD 88     -       840.66   (+/-2cm)    2758.1    (feet)  VERTCON   
 FZ0999  ___________________________________________________________________
 FZ0999  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0999
 FZ0999  VERT ORDER  -  ? (See Below)
 FZ0999
 FZ0999.The horizontal coordinates were scaled from a topographic map and have
 FZ0999.an estimated accuracy of +/- 6 seconds.
 FZ0999
 FZ0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0999.The vertical order pertains to the NGVD 29 superseded value.
 FZ0999
 FZ0999.The geoid height was determined by GEOID03.
 FZ0999
 FZ0999;                    North         East    Units  Estimated Accuracy
 FZ0999;SPC TN       -   244,600.      960,570.      MT  (+/- 180 meters Scaled)
 FZ0999
 FZ0999                          SUPERSEDED SURVEY CONTROL
 FZ0999
 FZ0999  NGVD 29 (??/??/92)  840.749  (m)         2758.36   (f) ADJ UNCH    ?  
 FZ0999
 FZ0999.Superseded values are not recommended for survey control.
 FZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0999.See file dsdata.txt to determine how the superseded data were derived.
 FZ0999
 FZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA125366(NAD 83)
 FZ0999_MARKER: DD = SURVEY DISK
 FZ0999_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0999_SP_SET: BED ROCK
 FZ0999_STAMPING: LHT 336 1937
 FZ0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0999+STABILITY: POSITION/ELEVATION WELL
 FZ0999
 FZ0999  HISTORY     - Date     Condition        Report By
 FZ0999  HISTORY     - 1937     MONUMENTED       TVA
 FZ0999
 FZ0999                          STATION DESCRIPTION
 FZ0999
 FZ0999'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0999'17 MI NE FROM ELIZABETHTON.
 FZ0999'17.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0999'CARTER COUNTY, 2.8 MILES NORTH OF BULADEEN, 2.2 MILES SOUTHWEST
 FZ0999'OF THE CARTER-JOHNSON COUNTY LINE, ON THE INSIDE OF A HILLSIDE
 FZ0999'CURVE, 300 FEET SOUTHEAST OF THE JUNCTION OF STONY CREEK AND
 FZ0999'LINDY CAMP BRANCH, 150 FEET SOUTHWEST OF A TALL HEMLOCK AT THE
 FZ0999'TOE OF A FILL, 75 FEET SOUTHEAST OF A SCAR-SIDED LEANING LOCUST
 FZ0999'TREE, 40 FEET NORTHWEST OF A 20-INCH POPLAR TREE ON THE TOP
 FZ0999'OF A CUT, ON THE SOUTH SIDE OF THE HIGHWAY, AND IN BEDROCK
 FZ0999'AT THE TOE OF THE CUT.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FZ0999'DISK, STAMPED LHT 336 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0998 ***********************************************************************
 FZ0998  DESIGNATION -  LHT 337
 FZ0998  PID         -  FZ0998
 FZ0998  STATE/COUNTY-  TN/CARTER
 FZ0998  USGS QUAD   -  DOE (1969)
 FZ0998
 FZ0998                         *CURRENT SURVEY CONTROL
 FZ0998  ___________________________________________________________________
 FZ0998* NAD 83(1986)-  36 28 13.     (N)    081 58 05.     (W)     SCALED    
 FZ0998* NAVD 88     -       882.95   (+/-2cm)    2896.8    (feet)  VERTCON   
 FZ0998  ___________________________________________________________________
 FZ0998  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0998
 FZ0998  VERT ORDER  -  ? (See Below)
 FZ0998
 FZ0998.The horizontal coordinates were scaled from a topographic map and have
 FZ0998.an estimated accuracy of +/- 6 seconds.
 FZ0998
 FZ0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0998.The vertical order pertains to the NGVD 29 superseded value.
 FZ0998
 FZ0998.The geoid height was determined by GEOID03.
 FZ0998
 FZ0998;                    North         East    Units  Estimated Accuracy
 FZ0998;SPC TN       -   244,540.      961,270.      MT  (+/- 180 meters Scaled)
 FZ0998
 FZ0998                          SUPERSEDED SURVEY CONTROL
 FZ0998
 FZ0998  NGVD 29 (??/??/92)  883.036  (m)         2897.09   (f) ADJ UNCH    ?  
 FZ0998
 FZ0998.Superseded values are not recommended for survey control.
 FZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0998.See file dsdata.txt to determine how the superseded data were derived.
 FZ0998
 FZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA132365(NAD 83)
 FZ0998_MARKER: DD = SURVEY DISK
 FZ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0998_STAMPING: LHT 337 1937
 FZ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0998+STABILITY: SURFACE MOTION
 FZ0998
 FZ0998  HISTORY     - Date     Condition        Report By
 FZ0998  HISTORY     - 1937     MONUMENTED       TVA
 FZ0998
 FZ0998                          STATION DESCRIPTION
 FZ0998
 FZ0998'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0998'17.4 MI NE FROM ELIZABETHTON.
 FZ0998'17.4 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0998'CARTER COUNTY, 1.8 MILES SOUTHWEST OF THE CARTER-JOHNSON COUNTY
 FZ0998'LINE, ON THE INSIDE OF A SHARP CURVE, NEAR THE JUNCTION OF A
 FZ0998'SMALL BRANCH AND LINDY CAMP BRANCH, 90 FEET WEST OF THE UPSTREAM
 FZ0998'END OF TWO PIPES UNDER THE HIGHWAY, 80 FEET NORTHEAST OF THE
 FZ0998'UPSTREAM END OF ANOTHER PIPE, ON THE NORTHWEST SIDE OF THE
 FZ0998'HIGHWAY, AND AT THE FOOT OF A FILL.  A TENNESSEE VALLEY AUTHORITY
 FZ0998'STANDARD DISK, STAMPED LHT 337 1937 AND SET IN THE TOP OF A
 FZ0998'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0997 ***********************************************************************
 FZ0997  DESIGNATION -  LHT 338
 FZ0997  PID         -  FZ0997
 FZ0997  STATE/COUNTY-  TN/CARTER
 FZ0997  USGS QUAD   -  DOE (1969)
 FZ0997
 FZ0997                         *CURRENT SURVEY CONTROL
 FZ0997  ___________________________________________________________________
 FZ0997* NAD 83(1986)-  36 28 37.     (N)    081 58 29.     (W)     SCALED    
 FZ0997* NAVD 88     -       961.57   (+/-2cm)    3154.8    (feet)  VERTCON   
 FZ0997  ___________________________________________________________________
 FZ0997  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0997
 FZ0997  VERT ORDER  -  ? (See Below)
 FZ0997
 FZ0997.The horizontal coordinates were scaled from a topographic map and have
 FZ0997.an estimated accuracy of +/- 6 seconds.
 FZ0997
 FZ0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0997.The vertical order pertains to the NGVD 29 superseded value.
 FZ0997
 FZ0997.The geoid height was determined by GEOID03.
 FZ0997
 FZ0997;                    North         East    Units  Estimated Accuracy
 FZ0997;SPC TN       -   245,260.      960,640.      MT  (+/- 180 meters Scaled)
 FZ0997
 FZ0997                          SUPERSEDED SURVEY CONTROL
 FZ0997
 FZ0997  NGVD 29 (??/??/92)  961.658  (m)         3155.04   (f) ADJ UNCH    ?  
 FZ0997
 FZ0997.Superseded values are not recommended for survey control.
 FZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0997.See file dsdata.txt to determine how the superseded data were derived.
 FZ0997
 FZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA126372(NAD 83)
 FZ0997_MARKER: DD = SURVEY DISK
 FZ0997_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0997_SP_SET: BEDROCK
 FZ0997_STAMPING: LHT 338 1937
 FZ0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0997+STABILITY: POSITION/ELEVATION WELL
 FZ0997
 FZ0997  HISTORY     - Date     Condition        Report By
 FZ0997  HISTORY     - 1937     MONUMENTED       TVA
 FZ0997
 FZ0997                          STATION DESCRIPTION
 FZ0997
 FZ0997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0997'18.1 MI NE FROM ELIZABETHTON.
 FZ0997'18.1 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0997'CARTER COUNTY, 1.1 MILES SOUTHWEST OF THE CARTER-JOHNSON COUNTY
 FZ0997'LINE, ON THE INSIDE OF A SHARP CURVE, 175 FEET SOUTHWEST OF
 FZ0997'A WINDING ROAD SIGN, 175 FEET SOUTHEAST OF A SLOW SIGN, 100 FEET
 FZ0997'SOUTH OF AN 8-INCH MAPLE TREE AND A 6-INCH BLACK-GUM TREE,
 FZ0997'AT THE TOE OF A HILLSIDE CUT, 30 FEET NORTHWEST OF AN OLD
 FZ0997'20-INCH STUMP ON THE TOP OF THE CUT, ON THE SOUTH SIDE OF THE
 FZ0997'HIGHWAY, AND IN BEDROCK.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FZ0997'DISK, STAMPED LHT 338 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0996 ***********************************************************************
 FZ0996  DESIGNATION -  LHT 339
 FZ0996  PID         -  FZ0996
 FZ0996  STATE/COUNTY-  TN/CARTER
 FZ0996  USGS QUAD   -  DOE (1969)
 FZ0996
 FZ0996                         *CURRENT SURVEY CONTROL
 FZ0996  ___________________________________________________________________
 FZ0996* NAD 83(1986)-  36 28 33.     (N)    081 57 53.     (W)     SCALED    
 FZ0996* NAVD 88     -      1022.19   (+/-2cm)    3353.6    (feet)  VERTCON   
 FZ0996  ___________________________________________________________________
 FZ0996  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0996
 FZ0996  VERT ORDER  -  ? (See Below)
 FZ0996
 FZ0996.The horizontal coordinates were scaled from a topographic map and have
 FZ0996.an estimated accuracy of +/- 6 seconds.
 FZ0996
 FZ0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0996.The vertical order pertains to the NGVD 29 superseded value.
 FZ0996
 FZ0996.The geoid height was determined by GEOID03.
 FZ0996
 FZ0996;                    North         East    Units  Estimated Accuracy
 FZ0996;SPC TN       -   245,170.      961,540.      MT  (+/- 180 meters Scaled)
 FZ0996
 FZ0996                          SUPERSEDED SURVEY CONTROL
 FZ0996
 FZ0996  NGVD 29 (??/??/92) 1022.275  (m)         3353.91   (f) ADJ UNCH    ?  
 FZ0996
 FZ0996.Superseded values are not recommended for survey control.
 FZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0996.See file dsdata.txt to determine how the superseded data were derived.
 FZ0996
 FZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA135371(NAD 83)
 FZ0996_MARKER: DD = SURVEY DISK
 FZ0996_SETTING: 80 = SET IN A BOULDER
 FZ0996_SP_SET: BOULDER
 FZ0996_STAMPING: LHT 339 1937
 FZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0996+STABILITY: SURFACE MOTION
 FZ0996
 FZ0996  HISTORY     - Date     Condition        Report By
 FZ0996  HISTORY     - 1937     MONUMENTED       TVA
 FZ0996
 FZ0996                          STATION DESCRIPTION
 FZ0996
 FZ0996'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0996'18.7 MI NE FROM ELIZABETHTON.
 FZ0996'18.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0996'CARTER COUNTY, 0.5 MILE SOUTHWEST OF THE CARTER-JOHNSON COUNTY
 FZ0996'LINE, ON THE OUTSIDE OF A SHARP CURVE, 103.5 FEET SOUTH OF
 FZ0996'A WINDING ROAD SIGN ON THE SOUTHEAST SIDE OF THE HIGHWAY, 60 FEET
 FZ0996'NORTHWEST OF A 5-INCH CHERRY TREE NEAR AN OLD 40-INCH STUMP
 FZ0996'AT THE TOP OF THE LEFT BANK OF A SHORT ROCK-COVERED DRAW, 50
 FZ0996'FEET NORTHEAST OF THE JUNCTION OF A HILLSIDE TRAIL, 30 FEET
 FZ0996'WEST OF OLD 30-INCH TWIN TREE STUMPS ON THE RIGHT BANK OF THE
 FZ0996'DRAW, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN A BOULDER
 FZ0996'IN THE DRAW.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ0996'STAMPED LHT 339 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1029 ***********************************************************************
 FZ1029  DESIGNATION -  LHT 340
 FZ1029  PID         -  FZ1029
 FZ1029  STATE/COUNTY-  TN/JOHNSON
 FZ1029  USGS QUAD   -  ELK MILLS (1994)
 FZ1029
 FZ1029                         *CURRENT SURVEY CONTROL
 FZ1029  ___________________________________________________________________
 FZ1029* NAD 83(1986)-  36 16 48.     (N)    081 55 42.     (W)     SCALED    
 FZ1029* NAVD 88     -       798.25   (+/-2cm)    2618.9    (feet)  VERTCON   
 FZ1029  ___________________________________________________________________
 FZ1029  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ1029
 FZ1029  VERT ORDER  -  ? (See Below)
 FZ1029
 FZ1029.The horizontal coordinates were scaled from a topographic map and have
 FZ1029.an estimated accuracy of +/- 6 seconds.
 FZ1029
 FZ1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1029.The vertical order pertains to the NGVD 29 superseded value.
 FZ1029
 FZ1029.The geoid height was determined by GEOID03.
 FZ1029
 FZ1029;                    North         East    Units  Estimated Accuracy
 FZ1029;SPC TN       -   223,590.      965,700.      MT  (+/- 180 meters Scaled)
 FZ1029
 FZ1029                          SUPERSEDED SURVEY CONTROL
 FZ1029
 FZ1029  NGVD 29 (??/??/92)  798.353  (m)         2619.26   (f) ADJ UNCH    ?  
 FZ1029
 FZ1029.Superseded values are not recommended for survey control.
 FZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1029.See file dsdata.txt to determine how the superseded data were derived.
 FZ1029
 FZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA166154(NAD 83)
 FZ1029_MARKER: DD = SURVEY DISK
 FZ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1029_STAMPING: LHT 340 1937
 FZ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1029+STABILITY: SURFACE MOTION
 FZ1029
 FZ1029  HISTORY     - Date     Condition        Report By
 FZ1029  HISTORY     - 1937     MONUMENTED       TVA
 FZ1029
 FZ1029                          STATION DESCRIPTION
 FZ1029
 FZ1029'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1029'4.6 MI SE FROM DUGGER BRIDGE.
 FZ1029'4.6 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1029'DUGGER BRIDGE, JOHNSON COUNTY, AT THE MEADOWS SCHOOL, 150 FEET
 FZ1029'WEST OF THE BOYS OUTDOOR TOILET, 30 FEET SOUTHEAST OF THE
 FZ1029'GIRLS OUTDOOR TOILET, 27.1 FEET SOUTHWEST OF THE SOUTH CORNER
 FZ1029'OF THE SCHOOL BUILDING, AT THE BASE OF A 14-INCH MAPLE TREE,
 FZ1029'AND IN THE SOUTHEAST CORNER OF A FIELD.  A UNITED STATES GEOLOGICAL
 FZ1029'SURVEY STANDARD DISK, STAMPED LHT 340 1937 AND SET IN THE TOP
 FZ1029'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1011 ***********************************************************************
 FZ1011  DESIGNATION -  LHT 344
 FZ1011  PID         -  FZ1011
 FZ1011  STATE/COUNTY-  TN/JOHNSON
 FZ1011  USGS QUAD   -  SHERWOOD (1994)
 FZ1011
 FZ1011                         *CURRENT SURVEY CONTROL
 FZ1011  ___________________________________________________________________
 FZ1011* NAD 83(1986)-  36 20 54.     (N)    081 50 36.     (W)     SCALED    
 FZ1011* NAVD 88     -       990.16   (+/-2cm)    3248.5    (feet)  VERTCON   
 FZ1011  ___________________________________________________________________
 FZ1011  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ1011
 FZ1011  VERT ORDER  -  ? (See Below)
 FZ1011
 FZ1011.The horizontal coordinates were scaled from a topographic map and have
 FZ1011.an estimated accuracy of +/- 6 seconds.
 FZ1011
 FZ1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1011.The vertical order pertains to the NGVD 29 superseded value.
 FZ1011
 FZ1011.The geoid height was determined by GEOID03.
 FZ1011
 FZ1011;                    North         East    Units  Estimated Accuracy
 FZ1011;SPC TN       -   231,490.      973,010.      MT  (+/- 180 meters Scaled)
 FZ1011
 FZ1011                          SUPERSEDED SURVEY CONTROL
 FZ1011
 FZ1011  NGVD 29 (??/??/92)  990.256  (m)         3248.86   (f) ADJ UNCH    ?  
 FZ1011
 FZ1011.Superseded values are not recommended for survey control.
 FZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1011.See file dsdata.txt to determine how the superseded data were derived.
 FZ1011
 FZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA243229(NAD 83)
 FZ1011_MARKER: DD = SURVEY DISK
 FZ1011_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1011_SP_SET: BOULDER
 FZ1011_STAMPING: LHT 344
 FZ1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1011+STABILITY: POSITION/ELEVATION WELL
 FZ1011
 FZ1011  HISTORY     - Date     Condition        Report By
 FZ1011  HISTORY     - UNK      MONUMENTED       TVA
 FZ1011  HISTORY     - 1937     GOOD             TVA
 FZ1011
 FZ1011                          STATION DESCRIPTION
 FZ1011
 FZ1011'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1011'2.8 MI NW FROM REESE.
 FZ1011'IN JOHNSON COUNTY, TENNESSEE, 2.8 MILES NORTHWEST ALONG THE LOCUST
 FZ1011'GAP COUNTY ROAD FROM THE BEAVERDAM CHURCH AT REESE, WATAUGA
 FZ1011'COUNTY, NORTH CAROLINA, AT THE POINT OF A HAIRPIN CURVE, ON THE
 FZ1011'RIGHT BANK OF MILL CREEK, 150 FEET NORTHWEST OF A FORD AT THE
 FZ1011'CROSSING OF MILL CREEK, 17.2 FEET SOUTHEAST OF A 45-INCH LOCUST
 FZ1011'STUMP ON THE SOUTHWEST EDGE OF THE ROAD, 15.7 FEET NORTHWEST OF
 FZ1011'A 36-INCH RED OAK TREE, NEAR A RHODODENDRON THICKET, AND IN A
 FZ1011'FLAT-TOPPED BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ1011'STAMPED LHT 344.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0958 ***********************************************************************
 FZ0958  DESIGNATION -  LHT 348
 FZ0958  PID         -  FZ0958
 FZ0958  STATE/COUNTY-  TN/CARTER
 FZ0958  USGS QUAD   -  ELK MILLS (1994)
 FZ0958
 FZ0958                         *CURRENT SURVEY CONTROL
 FZ0958  ___________________________________________________________________
 FZ0958* NAD 83(1986)-  36 16 50.     (N)    081 59 33.     (W)     SCALED    
 FZ0958* NAVD 88     -       603.39   (+/-2cm)    1979.6    (feet)  VERTCON   
 FZ0958  ___________________________________________________________________
 FZ0958  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FZ0958
 FZ0958  VERT ORDER  -  ? (See Below)
 FZ0958
 FZ0958.The horizontal coordinates were scaled from a topographic map and have
 FZ0958.an estimated accuracy of +/- 6 seconds.
 FZ0958
 FZ0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0958.The vertical order pertains to the NGVD 29 superseded value.
 FZ0958
 FZ0958.The geoid height was determined by GEOID03.
 FZ0958
 FZ0958;                    North         East    Units  Estimated Accuracy
 FZ0958;SPC TN       -   223,420.      959,940.      MT  (+/- 180 meters Scaled)
 FZ0958
 FZ0958                          SUPERSEDED SURVEY CONTROL
 FZ0958
 FZ0958  NGVD 29 (??/??/92)  603.509  (m)         1980.01   (f) ADJ UNCH    ?  
 FZ0958
 FZ0958.Superseded values are not recommended for survey control.
 FZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0958.See file dsdata.txt to determine how the superseded data were derived.
 FZ0958
 FZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA108155(NAD 83)
 FZ0958_MARKER: DD = SURVEY DISK
 FZ0958_SETTING: 80 = SET IN A BOULDER
 FZ0958_SP_SET: BOULDER
 FZ0958_STAMPING: LHT 348
 FZ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0958+STABILITY: SURFACE MOTION
 FZ0958
 FZ0958  HISTORY     - Date     Condition        Report By
 FZ0958  HISTORY     - UNK      MONUMENTED       TVA
 FZ0958  HISTORY     - 1937     GOOD             TVA
 FZ0958
 FZ0958                          STATION DESCRIPTION
 FZ0958
 FZ0958'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0958'0.6 MI N FROM ELK MILLS.
 FZ0958'0.6 MILE NORTH ALONG THE ELK RIVER ROAD FROM ELK MILLS, CARTER
 FZ0958'COUNTY, 500 FEET NORTH OF THE JUNCTION OF THE LUTHER HOLLOW FARM
 FZ0958'ROAD, ON THE WHEELER DUGGER PROPERTY, ON THE WEST BANK OF ELK RIVER,
 FZ0958'AND 150 FEET NORTHWEST OF A SMALL BARN, 35 FEET NORTHWEST OF
 FZ0958'A ONE-STORY FARMHOUSE, 30 FEET SOUTH OF A SPRING, ON THE NORTHEAST
 FZ0958'SIDE OF THE ROAD, NEAR A MAIL BOX AND PATH TO A FARMHOUSE, AND IN
 FZ0958'A LARGE BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ0958'STAMPED LHT 348.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0961 ***********************************************************************
 FZ0961  DESIGNATION -  LHT 349
 FZ0961  PID         -  FZ0961
 FZ0961  STATE/COUNTY-  TN/CARTER
 FZ0961  USGS QUAD   -  ELK MILLS (1994)
 FZ0961
 FZ0961                         *CURRENT SURVEY CONTROL
 FZ0961  ___________________________________________________________________
 FZ0961* NAD 83(1986)-  36 16 03.     (N)    081 59 49.     (W)     SCALED    
 FZ0961* NAVD 88     -       638.50   (+/-2cm)    2094.8    (feet)  VERTCON   
 FZ0961  ___________________________________________________________________
 FZ0961  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ0961
 FZ0961  VERT ORDER  -  ? (See Below)
 FZ0961
 FZ0961.The horizontal coordinates were scaled from a topographic map and have
 FZ0961.an estimated accuracy of +/- 6 seconds.
 FZ0961
 FZ0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0961.The vertical order pertains to the NGVD 29 superseded value.
 FZ0961
 FZ0961.The geoid height was determined by GEOID03.
 FZ0961
 FZ0961;                    North         East    Units  Estimated Accuracy
 FZ0961;SPC TN       -   221,950.      959,600.      MT  (+/- 180 meters Scaled)
 FZ0961
 FZ0961                          SUPERSEDED SURVEY CONTROL
 FZ0961
 FZ0961  NGVD 29 (??/??/92)  638.618  (m)         2095.20   (f) ADJ UNCH    ?  
 FZ0961
 FZ0961.Superseded values are not recommended for survey control.
 FZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0961.See file dsdata.txt to determine how the superseded data were derived.
 FZ0961
 FZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA104140(NAD 83)
 FZ0961_MARKER: DD = SURVEY DISK
 FZ0961_SETTING: 80 = SET IN A BOULDER
 FZ0961_SP_SET: BOULDER
 FZ0961_STAMPING: LHT 349
 FZ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0961+STABILITY: SURFACE MOTION
 FZ0961
 FZ0961  HISTORY     - Date     Condition        Report By
 FZ0961  HISTORY     - UNK      MONUMENTED       TVA
 FZ0961  HISTORY     - 1937     GOOD             TVA
 FZ0961
 FZ0961                          STATION DESCRIPTION
 FZ0961
 FZ0961'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0961'0.6 MI S FROM ELK MILLS.
 FZ0961'0.6 MILE SOUTH ALONG THE ELK RIVER ROAD FROM ELK MILLS, CARTER
 FZ0961'COUNTY, 400 FEET WEST ACROSS THE RIVER FROM A ONE-STORY HOUSE,
 FZ0961'AT THE POINT WHERE THE RIVER BREAKS AWAY FROM THE ROAD, IN A
 FZ0961'LARGE ROCK CUT AND FILL, ON THE SOUTH SIDE OF THE ROAD, AND IN A
 FZ0961'LARGE BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ0961'LHT 349.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0674 ***********************************************************************
 GA0674  DESIGNATION -  LHT 351
 GA0674  PID         -  GA0674
 GA0674  STATE/COUNTY-  TN/CARTER
 GA0674  USGS QUAD   -  WATAUGA DAM (1960)
 GA0674
 GA0674                         *CURRENT SURVEY CONTROL
 GA0674  ___________________________________________________________________
 GA0674* NAD 83(1986)-  36 15 44.     (N)    082 01 46.     (W)     SCALED    
 GA0674* NAVD 88     -       793.04   (+/-2cm)    2601.8    (feet)  VERTCON   
 GA0674  ___________________________________________________________________
 GA0674  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA0674
 GA0674  VERT ORDER  -  ? (See Below)
 GA0674
 GA0674.The horizontal coordinates were scaled from a topographic map and have
 GA0674.an estimated accuracy of +/- 6 seconds.
 GA0674
 GA0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0674.The vertical order pertains to the NGVD 29 superseded value.
 GA0674
 GA0674.The geoid height was determined by GEOID03.
 GA0674
 GA0674;                    North         East    Units  Estimated Accuracy
 GA0674;SPC TN       -   221,250.      956,710.      MT  (+/- 180 meters Scaled)
 GA0674
 GA0674                          SUPERSEDED SURVEY CONTROL
 GA0674
 GA0674  NGVD 29 (??/??/92)  793.143  (m)         2602.17   (f) ADJ UNCH    ?  
 GA0674
 GA0674.Superseded values are not recommended for survey control.
 GA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0674.See file dsdata.txt to determine how the superseded data were derived.
 GA0674
 GA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA075135(NAD 83)
 GA0674_MARKER: DB = BENCH MARK DISK
 GA0674_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0674_STAMPING: LHT 351 1937
 GA0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0674
 GA0674  HISTORY     - Date     Condition        Report By
 GA0674  HISTORY     - 1937     MONUMENTED       TVA
 GA0674
 GA0674                          STATION DESCRIPTION
 GA0674
 GA0674'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0674'0.9 MI W FROM MILLER CHAPEL.
 GA0674'0.9 MILE WEST ALONG THE HEATON BRANCH ROAD FROM MILLER CHAPEL,
 GA0674'CARTER COUNTY, NEAR THE JUNCTION OF SCRAWLS BRANCH AND HEATON
 GA0674'BRANCH, ON THE ROY IRCK PROPERTY, ON THE SCRAWLS BRANCH ROAD,
 GA0674'ON THE EAST SIDE OF SCRAWLS BRANCH, 50 FEET NORTHEAST OF THE
 GA0674'ROAD, 36 FEET SOUTHEAST OF AN 8-INCH POPLAR TREE, AND IN ROCK.
 GA0674'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 351 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1229 ***********************************************************************
 FZ1229  DESIGNATION -  LHT 354
 FZ1229  PID         -  FZ1229
 FZ1229  STATE/COUNTY-  TN/JOHNSON
 FZ1229  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1229
 FZ1229                         *CURRENT SURVEY CONTROL
 FZ1229  ___________________________________________________________________
 FZ1229* NAD 83(1986)-  36 36 47.     (N)    081 48 18.     (W)     SCALED    
 FZ1229* NAVD 88     -       622.13   (+/-2cm)    2041.1    (feet)  VERTCON   
 FZ1229  ___________________________________________________________________
 FZ1229  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1229
 FZ1229  VERT ORDER  -  ? (See Below)
 FZ1229
 FZ1229.The horizontal coordinates were scaled from a topographic map and have
 FZ1229.an estimated accuracy of +/- 6 seconds.
 FZ1229
 FZ1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1229.The vertical order pertains to the NGVD 29 superseded value.
 FZ1229
 FZ1229.The geoid height was determined by GEOID03.
 FZ1229
 FZ1229;                    North         East    Units  Estimated Accuracy
 FZ1229;SPC TN       -   260,980.      975,190.      MT  (+/- 180 meters Scaled)
 FZ1229
 FZ1229                          SUPERSEDED SURVEY CONTROL
 FZ1229
 FZ1229  NGVD 29 (??/??/92)  622.205  (m)         2041.35   (f) ADJ UNCH    ?  
 FZ1229
 FZ1229.Superseded values are not recommended for survey control.
 FZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1229.See file dsdata.txt to determine how the superseded data were derived.
 FZ1229
 FZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA280522(NAD 83)
 FZ1229_MARKER: DD = SURVEY DISK
 FZ1229_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1229_SP_SET: ROCK OUTCROP
 FZ1229_STAMPING: LHT 354 1937
 FZ1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1229+STABILITY: POSITION/ELEVATION WELL
 FZ1229
 FZ1229  HISTORY     - Date     Condition        Report By
 FZ1229  HISTORY     - 1937     MONUMENTED       TVA
 FZ1229
 FZ1229                          STATION DESCRIPTION
 FZ1229
 FZ1229'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1229'1.9 MI S FROM DAMASCUS.
 FZ1229'IN JOHNSON COUNTY, TENNESSEE, 1.9 MILES SOUTH ALONG THE BEAVERDAM
 FZ1229'CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58 AT DAMASCUS,
 FZ1229'WASHINGTON COUNTY, VIRGINIA, IN THE CHEROKEE NATIONAL FOREST,
 FZ1229'425 FEET SOUTHWEST OF THE TENNESSEE-VIRGINIA STATE LINE, 500
 FZ1229'FEET SOUTHEAST OF A ONE-STORY FARMHOUSE, 450 FEET NORTHEAST OF
 FZ1229'ANOTHER ONE-STORY FARMHOUSE, NEAR THE JUNCTION OF THE DAVIS
 FZ1229'HOLLOW FARM ROAD, AT THE SOUTH CORNER OF THE JUNCTION, 85 FEET
 FZ1229'NORTH OF A LONE 24-INCH WALNUT TREE, 50 FEET SOUTH OF A POLE,
 FZ1229'50 FEET SOUTHEAST OF A 24-INCH HEMLOCK TREE BETWEEN THE COUNTY
 FZ1229'ROAD AND THE CREEK, 31.4 FEET EAST OF A 26-INCH POPLAR TREE IN
 FZ1229'THE FENCE LINE, 30.5 FEET NORTHWEST OF A 40-INCH POPLAR TREE,
 FZ1229'IN A SMALL BOULDER-COVERED CLEARING, AND IN THE TOP OF A ROCK
 FZ1229'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ1229'LHT 354 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1230 ***********************************************************************
 FZ1230  DESIGNATION -  LHT 355
 FZ1230  PID         -  FZ1230
 FZ1230  STATE/COUNTY-  TN/JOHNSON
 FZ1230  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1230
 FZ1230                         *CURRENT SURVEY CONTROL
 FZ1230  ___________________________________________________________________
 FZ1230* NAD 83(1986)-  36 36 13.     (N)    081 48 40.     (W)     SCALED    
 FZ1230* NAVD 88     -       634.40   (+/-2cm)    2081.4    (feet)  VERTCON   
 FZ1230  ___________________________________________________________________
 FZ1230  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1230
 FZ1230  VERT ORDER  -  ? (See Below)
 FZ1230
 FZ1230.The horizontal coordinates were scaled from a topographic map and have
 FZ1230.an estimated accuracy of +/- 6 seconds.
 FZ1230
 FZ1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1230.The vertical order pertains to the NGVD 29 superseded value.
 FZ1230
 FZ1230.The geoid height was determined by GEOID03.
 FZ1230
 FZ1230;                    North         East    Units  Estimated Accuracy
 FZ1230;SPC TN       -   259,910.      974,690.      MT  (+/- 180 meters Scaled)
 FZ1230
 FZ1230                          SUPERSEDED SURVEY CONTROL
 FZ1230
 FZ1230  NGVD 29 (??/??/92)  634.470  (m)         2081.59   (f) ADJ UNCH    ?  
 FZ1230
 FZ1230.Superseded values are not recommended for survey control.
 FZ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1230.See file dsdata.txt to determine how the superseded data were derived.
 FZ1230
 FZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA274512(NAD 83)
 FZ1230_MARKER: DD = SURVEY DISK
 FZ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1230_STAMPING: LHT 355 1937
 FZ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1230+STABILITY: SURFACE MOTION
 FZ1230
 FZ1230  HISTORY     - Date     Condition        Report By
 FZ1230  HISTORY     - 1937     MONUMENTED       TVA
 FZ1230
 FZ1230                          STATION DESCRIPTION
 FZ1230
 FZ1230'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1230'2.7 MI SW FROM DAMASCUS.
 FZ1230'IN JOHNSON COUNTY, TENNESSEE, 2.7 MILES SOUTHWEST ALONG THE
 FZ1230'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1230'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA AT SUTHERLAND, NEAR THE
 FZ1230'JUNCTION OF THE RESERVOIR BRANCH ROAD, AT THE EAST CORNER OF THE
 FZ1230'JUNCTION, ON THE PROPERTY OF JIM GENTRY, 475 FEET SOUTH OF A
 FZ1230'1-1/2-STORY FARMHOUSE, 325 FEET NORTHEAST OF A SMALL STABLE, 300
 FZ1230'FEET NORTHWEST OF A ONE-STORY FARMHOUSE, 275 FEET SOUTHWEST OF A
 FZ1230'LARGE BARN, 200 FEET NORTH OF ANOTHER SMALL STABLE, 100 FEET
 FZ1230'NORTHEAST OF A SINGLE-TUBE CONCRETE CULVERT, 64.2 FEET EAST OF A
 FZ1230'POLE, 26.5 FEET SOUTH OF A FENCE CORNER, AND IN THE NORTH-AND-SOUTH
 FZ1230'FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FZ1230'STAMPED LHT 355 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1231 ***********************************************************************
 FZ1231  DESIGNATION -  LHT 356
 FZ1231  PID         -  FZ1231
 FZ1231  STATE/COUNTY-  TN/JOHNSON
 FZ1231  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1231
 FZ1231                         *CURRENT SURVEY CONTROL
 FZ1231  ___________________________________________________________________
 FZ1231* NAD 83(1986)-  36 35 29.     (N)    081 49 09.     (W)     SCALED    
 FZ1231* NAVD 88     -       661.59   (+/-2cm)    2170.6    (feet)  VERTCON   
 FZ1231  ___________________________________________________________________
 FZ1231  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1231
 FZ1231  VERT ORDER  -  ? (See Below)
 FZ1231
 FZ1231.The horizontal coordinates were scaled from a topographic map and have
 FZ1231.an estimated accuracy of +/- 6 seconds.
 FZ1231
 FZ1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1231.The vertical order pertains to the NGVD 29 superseded value.
 FZ1231
 FZ1231.The geoid height was determined by GEOID03.
 FZ1231
 FZ1231;                    North         East    Units  Estimated Accuracy
 FZ1231;SPC TN       -   258,530.      974,020.      MT  (+/- 180 meters Scaled)
 FZ1231
 FZ1231                          SUPERSEDED SURVEY CONTROL
 FZ1231
 FZ1231  NGVD 29 (??/??/92)  661.655  (m)         2170.78   (f) ADJ UNCH    ?  
 FZ1231
 FZ1231.Superseded values are not recommended for survey control.
 FZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1231.See file dsdata.txt to determine how the superseded data were derived.
 FZ1231
 FZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA267498(NAD 83)
 FZ1231_MARKER: DD = SURVEY DISK
 FZ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1231_STAMPING: LHT 356 1937
 FZ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1231+STABILITY: SURFACE MOTION
 FZ1231
 FZ1231  HISTORY     - Date     Condition        Report By
 FZ1231  HISTORY     - 1937     MONUMENTED       TVA
 FZ1231
 FZ1231                          STATION DESCRIPTION
 FZ1231
 FZ1231'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1231'3.9 MI SW FROM DAMASCUS.
 FZ1231'IN JOHNSON COUNTY, TENNESSEE, 3.9 MILES SOUTHWEST ALONG THE
 FZ1231'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1231'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA, 0.3 MILE SOUTHWEST OF A
 FZ1231'TUNNEL THROUGH BACKBONE ROCK, IN THE CHEROKEE NATIONAL FOREST,
 FZ1231'IN A SMALL CLEARING, 500 FEET WEST OF A CAMP SIGN, 100 FEET
 FZ1231'SOUTHEAST OF A 5- BY 5-INCH CONCRETE POST WITH THE NUMBER 3 CUT ON
 FZ1231'THE SLANTING TOP, 55 FEET SOUTHEAST OF A POLE NEAR A 5-INCH
 FZ1231'HEMLOCK TREE, 96.3 FEET SOUTH OF AN 8-INCH SYCAMORE TREE, ON THE
 FZ1231'SOUTHEAST SIDE OF THE ROAD, AND 45 FEET WEST OF AN OLD TWIN
 FZ1231'STUMP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ1231'LHT 356 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1232 ***********************************************************************
 FZ1232  DESIGNATION -  LHT 357
 FZ1232  PID         -  FZ1232
 FZ1232  STATE/COUNTY-  TN/JOHNSON
 FZ1232  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1232
 FZ1232                         *CURRENT SURVEY CONTROL
 FZ1232  ___________________________________________________________________
 FZ1232* NAD 83(1986)-  36 34 58.     (N)    081 49 59.     (W)     SCALED    
 FZ1232* NAVD 88     -       681.45   (+/-2cm)    2235.7    (feet)  VERTCON   
 FZ1232  ___________________________________________________________________
 FZ1232  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1232
 FZ1232  VERT ORDER  -  ? (See Below)
 FZ1232
 FZ1232.The horizontal coordinates were scaled from a topographic map and have
 FZ1232.an estimated accuracy of +/- 6 seconds.
 FZ1232
 FZ1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1232.The vertical order pertains to the NGVD 29 superseded value.
 FZ1232
 FZ1232.The geoid height was determined by GEOID03.
 FZ1232
 FZ1232;                    North         East    Units  Estimated Accuracy
 FZ1232;SPC TN       -   257,520.      972,820.      MT  (+/- 180 meters Scaled)
 FZ1232
 FZ1232                          SUPERSEDED SURVEY CONTROL
 FZ1232
 FZ1232  NGVD 29 (??/??/92)  681.518  (m)         2235.95   (f) ADJ UNCH    ?  
 FZ1232
 FZ1232.Superseded values are not recommended for survey control.
 FZ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1232.See file dsdata.txt to determine how the superseded data were derived.
 FZ1232
 FZ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA254489(NAD 83)
 FZ1232_MARKER: DD = SURVEY DISK
 FZ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1232_STAMPING: LHT 357 1937
 FZ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1232+STABILITY: SURFACE MOTION
 FZ1232
 FZ1232  HISTORY     - Date     Condition        Report By
 FZ1232  HISTORY     - 1937     MONUMENTED       TVA
 FZ1232
 FZ1232                          STATION DESCRIPTION
 FZ1232
 FZ1232'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1232'4.9 MI SW FROM DAMASCUS.
 FZ1232'IN JOHNSON COUNTY, TENNESSEE, 4.9 MILES SOUTHWEST ALONG THE
 FZ1232'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1232'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA, IN THE CHEROKEE NATIONAL
 FZ1232'FOREST, AT THE JUNCTION OF CAMP NO. 3 HOLLOW ROAD, AT THE
 FZ1232'SOUTHWEST CORNER OF THE JUNCTION, 210 FEET NORTHEAST OF A
 FZ1232'CONCRETE CULVERT, 100 FEET SOUTHWEST OF MILEPOST 4, 90 FEET WEST
 FZ1232'OF A LONE 20-INCH SYCAMORE TREE, 26.9 FEET WEST OF A 32-INCH
 FZ1232'FORKED SYCAMORE TREE, IN A SMALL CLEARING, AND 24.8 FEET SOUTHWEST
 FZ1232'OF A POLE AT THE FORK IN THE ROAD.  A TENNESSEE VALLEY AUTHORITY
 FZ1232'STANDARD DISK, STAMPED LHT 357 1937 AND SET IN THE TOP OF A
 FZ1232'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1233 ***********************************************************************
 FZ1233  DESIGNATION -  LHT 358
 FZ1233  PID         -  FZ1233
 FZ1233  STATE/COUNTY-  TN/JOHNSON
 FZ1233  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1233
 FZ1233                         *CURRENT SURVEY CONTROL
 FZ1233  ___________________________________________________________________
 FZ1233* NAD 83(1986)-  36 34 20.     (N)    081 50 40.     (W)     SCALED    
 FZ1233* NAVD 88     -       698.80   (+/-2cm)    2292.6    (feet)  VERTCON   
 FZ1233  ___________________________________________________________________
 FZ1233  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1233
 FZ1233  VERT ORDER  -  ? (See Below)
 FZ1233
 FZ1233.The horizontal coordinates were scaled from a topographic map and have
 FZ1233.an estimated accuracy of +/- 6 seconds.
 FZ1233
 FZ1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1233.The vertical order pertains to the NGVD 29 superseded value.
 FZ1233
 FZ1233.The geoid height was determined by GEOID03.
 FZ1233
 FZ1233;                    North         East    Units  Estimated Accuracy
 FZ1233;SPC TN       -   256,310.      971,860.      MT  (+/- 180 meters Scaled)
 FZ1233
 FZ1233                          SUPERSEDED SURVEY CONTROL
 FZ1233
 FZ1233  NGVD 29 (??/??/92)  698.858  (m)         2292.84   (f) ADJ UNCH    ?  
 FZ1233
 FZ1233.Superseded values are not recommended for survey control.
 FZ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1233.See file dsdata.txt to determine how the superseded data were derived.
 FZ1233
 FZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA244477(NAD 83)
 FZ1233_MARKER: DD = SURVEY DISK
 FZ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1233_STAMPING: LHT 358 1937
 FZ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1233+STABILITY: SURFACE MOTION
 FZ1233
 FZ1233  HISTORY     - Date     Condition        Report By
 FZ1233  HISTORY     - 1937     MONUMENTED       TVA
 FZ1233
 FZ1233                          STATION DESCRIPTION
 FZ1233
 FZ1233'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1233'5.9 MI SW FROM DAMASCUS.
 FZ1233'IN JOHNSON COUNTY, TENNESSEE, 5.9 MILES SOUTHWEST ALONG THE
 FZ1233'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1233'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA, 0.7 MILE SOUTHWEST OF THE
 FZ1233'MOUTH OF CHESTNUT BRANCH, IN THE CHEROKEE NATIONAL FOREST, ON THE
 FZ1233'INSIDE OF A LONG CURVE, 110 FEET SOUTHWEST OF A 36-INCH CHESTNUT
 FZ1233'OAK TREE, 100 FEET EAST OF MILEPOST 5, 22.2 FEET SOUTH OF A
 FZ1233'12-INCH WHITE WALNUT TREE, 10 FEET SOUTH OF A 30-INCH LEANING
 FZ1233'HEMLOCK TREE, ON THE NORTH SIDE OF THE ROAD, ON A SLIGHT CLEARED
 FZ1233'RISE, AND BETWEEN THE ROAD AND BEAVERDAM CREEK.  A UNITED STATES
 FZ1233'GEOLOGICAL SURVEY STANDARD DISK, STAMPED LHT 358 1937 AND SET
 FZ1233'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1234 ***********************************************************************
 FZ1234  DESIGNATION -  LHT 359
 FZ1234  PID         -  FZ1234
 FZ1234  STATE/COUNTY-  TN/JOHNSON
 FZ1234  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1234
 FZ1234                         *CURRENT SURVEY CONTROL
 FZ1234  ___________________________________________________________________
 FZ1234* NAD 83(1986)-  36 34 20.     (N)    081 51 15.     (W)     SCALED    
 FZ1234* NAVD 88     -       719.29   (+/-2cm)    2359.9    (feet)  VERTCON   
 FZ1234  ___________________________________________________________________
 FZ1234  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1234
 FZ1234  VERT ORDER  -  ? (See Below)
 FZ1234
 FZ1234.The horizontal coordinates were scaled from a topographic map and have
 FZ1234.an estimated accuracy of +/- 6 seconds.
 FZ1234
 FZ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1234.The vertical order pertains to the NGVD 29 superseded value.
 FZ1234
 FZ1234.The geoid height was determined by GEOID03.
 FZ1234
 FZ1234;                    North         East    Units  Estimated Accuracy
 FZ1234;SPC TN       -   256,270.      970,990.      MT  (+/- 180 meters Scaled)
 FZ1234
 FZ1234                          SUPERSEDED SURVEY CONTROL
 FZ1234
 FZ1234  NGVD 29 (??/??/92)  719.352  (m)         2360.07   (f) ADJ UNCH    ?  
 FZ1234
 FZ1234.Superseded values are not recommended for survey control.
 FZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1234.See file dsdata.txt to determine how the superseded data were derived.
 FZ1234
 FZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA235477(NAD 83)
 FZ1234_MARKER: DD = SURVEY DISK
 FZ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1234_STAMPING: LHT 359 1937
 FZ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1234+STABILITY: SURFACE MOTION
 FZ1234
 FZ1234  HISTORY     - Date     Condition        Report By
 FZ1234  HISTORY     - 1937     MONUMENTED       TVA
 FZ1234
 FZ1234                          STATION DESCRIPTION
 FZ1234
 FZ1234'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1234'3.5 MI NW FROM CRANDULL.
 FZ1234'3.5 MILES NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1234'JOHNSON COUNTY, 6.7 MILES SOUTHWEST OF DAMASCUS, VIRGINIA, IN
 FZ1234'THE CHEROKEE NATIONAL FOREST, NEAR THE JUNCTION OF THE FAGALL
 FZ1234'BRANCH WAGON ROAD, AT THE SOUTHEAST CORNER OF THE JUNCTION, 115
 FZ1234'FEET EAST OF A CONCRETE CULVERT, 85 FEET NORTHEAST OF A SMALL
 FZ1234'APPLE ORCHARD, 80 FEET EAST OF THE ROAD JUNCTION, 80 FEET
 FZ1234'SOUTHEAST OF A 30-INCH FORKED CHESTNUT OAK TREE, 56.4 FEET
 FZ1234'SOUTHWEST OF A POLE, 17.3 FEET NORTHWEST OF A 14-INCH FORKED
 FZ1234'MAPLE TREE, AND IN AN OLD CLEARING NOW GROWN UP.  A TENNESSEE
 FZ1234'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 359 1937 AND SET IN THE
 FZ1234'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1235 ***********************************************************************
 FZ1235  DESIGNATION -  LHT 360
 FZ1235  PID         -  FZ1235
 FZ1235  STATE/COUNTY-  TN/JOHNSON
 FZ1235  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1235
 FZ1235                         *CURRENT SURVEY CONTROL
 FZ1235  ___________________________________________________________________
 FZ1235* NAD 83(1986)-  36 34 12.     (N)    081 52 00.     (W)     SCALED    
 FZ1235* NAVD 88     -       740.71   (+/-2cm)    2430.1    (feet)  VERTCON   
 FZ1235  ___________________________________________________________________
 FZ1235  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1235
 FZ1235  VERT ORDER  -  ? (See Below)
 FZ1235
 FZ1235.The horizontal coordinates were scaled from a topographic map and have
 FZ1235.an estimated accuracy of +/- 6 seconds.
 FZ1235
 FZ1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1235.The vertical order pertains to the NGVD 29 superseded value.
 FZ1235
 FZ1235.The geoid height was determined by GEOID03.
 FZ1235
 FZ1235;                    North         East    Units  Estimated Accuracy
 FZ1235;SPC TN       -   255,980.      969,880.      MT  (+/- 180 meters Scaled)
 FZ1235
 FZ1235                          SUPERSEDED SURVEY CONTROL
 FZ1235
 FZ1235  NGVD 29 (??/??/92)  740.780  (m)         2430.38   (f) ADJ UNCH    ?  
 FZ1235
 FZ1235.Superseded values are not recommended for survey control.
 FZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1235.See file dsdata.txt to determine how the superseded data were derived.
 FZ1235
 FZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA224475(NAD 83)
 FZ1235_MARKER: DD = SURVEY DISK
 FZ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1235_STAMPING: LHT 360 1937
 FZ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1235+STABILITY: SURFACE MOTION
 FZ1235
 FZ1235  HISTORY     - Date     Condition        Report By
 FZ1235  HISTORY     - 1937     MONUMENTED       TVA
 FZ1235
 FZ1235                          STATION DESCRIPTION
 FZ1235
 FZ1235'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1235'2.5 MI NW FROM CRANDULL.
 FZ1235'2.5 MILES NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1235'JOHNSON COUNTY, 1 MILE WEST OF THE JUNCTION OF THE FAGALL BRANCH
 FZ1235'WAGON ROAD, IN THE CHEROKEE NATIONAL FOREST, ON THE OUTSIDE OF A
 FZ1235'CURVE, AT THE WEST FORK OF A SMALL CREEK LEADING NORTHWEST, 150
 FZ1235'FEET SOUTHEAST OF A CURVE SIGN, 53.7 FEET SOUTHWEST OF THE
 FZ1235'SOUTHWEST CORNER OF A SINGLE-TUBE CULVERT, 35 FEET NORTHEAST
 FZ1235'OF AN 8-INCH WHITE WALNUT TREE, 15 FEET SOUTHWEST OF A POLE, ON
 FZ1235'THE SOUTH SIDE OF THE ROAD, AND NEAR A SMALL CLUMP OF RHODODENDRON
 FZ1235'AND AN OLD BLOWN-OVER TREE STUMP.  A TENNESSEE VALLEY AUTHORITY
 FZ1235'STANDARD DISK, STAMPED LHT 360 1937 AND SET IN THE TOP OF A CONCRETE
 FZ1235'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1236 ***********************************************************************
 FZ1236  DESIGNATION -  LHT 361
 FZ1236  PID         -  FZ1236
 FZ1236  STATE/COUNTY-  TN/JOHNSON
 FZ1236  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1236
 FZ1236                         *CURRENT SURVEY CONTROL
 FZ1236  ___________________________________________________________________
 FZ1236* NAD 83(1986)-  36 33 48.     (N)    081 52 46.     (W)     SCALED    
 FZ1236* NAVD 88     -       771.97   (+/-2cm)    2532.7    (feet)  VERTCON   
 FZ1236  ___________________________________________________________________
 FZ1236  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1236
 FZ1236  VERT ORDER  -  ? (See Below)
 FZ1236
 FZ1236.The horizontal coordinates were scaled from a topographic map and have
 FZ1236.an estimated accuracy of +/- 6 seconds.
 FZ1236
 FZ1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1236.The vertical order pertains to the NGVD 29 superseded value.
 FZ1236
 FZ1236.The geoid height was determined by GEOID03.
 FZ1236
 FZ1236;                    North         East    Units  Estimated Accuracy
 FZ1236;SPC TN       -   255,190.      968,770.      MT  (+/- 180 meters Scaled)
 FZ1236
 FZ1236                          SUPERSEDED SURVEY CONTROL
 FZ1236
 FZ1236  NGVD 29 (??/??/92)  772.042  (m)         2532.94   (f) ADJ UNCH    ?  
 FZ1236
 FZ1236.Superseded values are not recommended for survey control.
 FZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1236.See file dsdata.txt to determine how the superseded data were derived.
 FZ1236
 FZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA213467(NAD 83)
 FZ1236_MARKER: DD = SURVEY DISK
 FZ1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1236_STAMPING: LHT 361 1937
 FZ1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1236+STABILITY: SURFACE MOTION
 FZ1236
 FZ1236  HISTORY     - Date     Condition        Report By
 FZ1236  HISTORY     - 1937     MONUMENTED       TVA
 FZ1236
 FZ1236                          STATION DESCRIPTION
 FZ1236
 FZ1236'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1236'1.4 MI NW FROM CRANDULL.
 FZ1236'1.4 MILES NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1236'JOHNSON COUNTY, IN THE CHEROKEE NATIONAL FOREST, NEAR THE JUNCTION
 FZ1236'OF THE BIRCH BRANCH FARM ROAD, AT THE NORTH CORNER OF THE JUNCTION,
 FZ1236'500 FEET NORTH OF A SINGLE-SPAN STEEL BRIDGE OVER BEAVERDAM
 FZ1236'CREEK, 150 FEET NORTHWEST OF A ONE-STORY LOG HOUSE ON THE RIGHT
 FZ1236'BANK OF THE CREEK, 90 FEET NORTHEAST OF MILEPOST 8, 30 FEET
 FZ1236'NORTHWEST OF THE WEST END OF A TIMBER BRIDGE OVER THE CREEK, 20
 FZ1236'FEET WEST OF A 60-INCH PRONGED MAPLE TREE, 41.7 FEET NORTH OF A
 FZ1236'6-INCH BIRCH TREE, 26.4 FEET WEST OF A 6-INCH SPRUCE TREE, AND IN
 FZ1236'A SMALL CLEARING BETWEEN THE ROAD AND THE CREEK.  A TENNESSEE
 FZ1236'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 361 1937 AND SET IN THE
 FZ1236'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1237 ***********************************************************************
 FZ1237  DESIGNATION -  LHT 362
 FZ1237  PID         -  FZ1237
 FZ1237  STATE/COUNTY-  TN/JOHNSON
 FZ1237  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1237
 FZ1237                         *CURRENT SURVEY CONTROL
 FZ1237  ___________________________________________________________________
 FZ1237* NAD 83(1986)-  36 33 32.     (N)    081 53 05.     (W)     SCALED    
 FZ1237* NAVD 88     -       777.40   (+/-2cm)    2550.5    (feet)  VERTCON   
 FZ1237  ___________________________________________________________________
 FZ1237  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1237
 FZ1237  VERT ORDER  -  ? (See Below)
 FZ1237
 FZ1237.The horizontal coordinates were scaled from a topographic map and have
 FZ1237.an estimated accuracy of +/- 6 seconds.
 FZ1237
 FZ1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1237.The vertical order pertains to the NGVD 29 superseded value.
 FZ1237
 FZ1237.The geoid height was determined by GEOID03.
 FZ1237
 FZ1237;                    North         East    Units  Estimated Accuracy
 FZ1237;SPC TN       -   254,680.      968,320.      MT  (+/- 180 meters Scaled)
 FZ1237
 FZ1237                          SUPERSEDED SURVEY CONTROL
 FZ1237
 FZ1237  NGVD 29 (??/??/92)  777.478  (m)         2550.78   (f) ADJ UNCH    ?  
 FZ1237
 FZ1237.Superseded values are not recommended for survey control.
 FZ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1237.See file dsdata.txt to determine how the superseded data were derived.
 FZ1237
 FZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA208463(NAD 83)
 FZ1237_MARKER: DD = SURVEY DISK
 FZ1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1237_STAMPING: LHT 362 1937
 FZ1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1237+STABILITY: SURFACE MOTION
 FZ1237
 FZ1237  HISTORY     - Date     Condition        Report By
 FZ1237  HISTORY     - 1937     MONUMENTED       TVA
 FZ1237
 FZ1237                          STATION DESCRIPTION
 FZ1237
 FZ1237'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1237'1 MI NW FROM CRANDULL.
 FZ1237'1.0 MILE NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1237'JOHNSON COUNTY, NEAR THE JUNCTION OF THE PARKS BRANCH FARM ROAD,
 FZ1237'AT THE EAST CORNER OF THE JUNCTION, ON THE PROPERTY OF J.F.
 FZ1237'BLEVINS, 850 FEET EAST OF A LARGE BARN, 700 FEET SOUTH OF A
 FZ1237'TWO-STORY FARMHOUSE, 600 FEET NORTHEAST OF A ONE-STORY FARMHOUSE
 FZ1237'IN A GROVE, 375 FEET WEST OF ANOTHER ONE-STORY FARMHOUSE, 100 FEET
 FZ1237'NORTHEAST OF THE JUNCTION OF TWO SMALL CREEKS, 100 FEET OF A
 FZ1237'SINGLE-TUBE CONCRETE CULVERT, 60 FEET NORTH OF A GATE ON THE RIGHT
 FZ1237'BANK OF THE CREEK, 40 FEET SOUTHEAST OF THE ROAD JUNCTION, 19.7
 FZ1237'FEET NORTHWEST OF A 24-INCH MAPLE TREE, 19.2 FEET NORTH OF A
 FZ1237'24-INCH FORKED HEMLOCK TREE, AND ON A SMALL MOUND BETWEEN THE FARM
 FZ1237'ROAD AND A FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ1237'STAMPED LHT 362 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1239 ***********************************************************************
 FZ1239  DESIGNATION -  LHT 363
 FZ1239  PID         -  FZ1239
 FZ1239  STATE/COUNTY-  TN/JOHNSON
 FZ1239  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1239
 FZ1239                         *CURRENT SURVEY CONTROL
 FZ1239  ___________________________________________________________________
 FZ1239* NAD 83(1986)-  36 32 32.     (N)    081 53 40.     (W)     SCALED    
 FZ1239* NAVD 88     -       801.90   (+/-2cm)    2630.9    (feet)  VERTCON   
 FZ1239  ___________________________________________________________________
 FZ1239  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1239
 FZ1239  VERT ORDER  -  ? (See Below)
 FZ1239
 FZ1239.The horizontal coordinates were scaled from a topographic map and have
 FZ1239.an estimated accuracy of +/- 6 seconds.
 FZ1239
 FZ1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1239.The vertical order pertains to the NGVD 29 superseded value.
 FZ1239
 FZ1239.The geoid height was determined by GEOID03.
 FZ1239
 FZ1239;                    North         East    Units  Estimated Accuracy
 FZ1239;SPC TN       -   252,790.      967,520.      MT  (+/- 180 meters Scaled)
 FZ1239
 FZ1239                          SUPERSEDED SURVEY CONTROL
 FZ1239
 FZ1239  NGVD 29 (??/??/92)  801.985  (m)         2631.18   (f) ADJ UNCH    ?  
 FZ1239
 FZ1239.Superseded values are not recommended for survey control.
 FZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1239.See file dsdata.txt to determine how the superseded data were derived.
 FZ1239
 FZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA199444(NAD 83)
 FZ1239_MARKER: DD = SURVEY DISK
 FZ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1239_STAMPING: LHT 363 1937
 FZ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1239+STABILITY: SURFACE MOTION
 FZ1239
 FZ1239  HISTORY     - Date     Condition        Report By
 FZ1239  HISTORY     - 1937     MONUMENTED       TVA
 FZ1239
 FZ1239                          STATION DESCRIPTION
 FZ1239
 FZ1239'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1239'0.4 MI S FROM CRANDULL.
 FZ1239'0.4 MILE SOUTH ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1239'JOHNSON COUNTY, 0.2 MILE SOUTH OF CRANDULL SCHOOL, NEAR THE
 FZ1239'JUNCTION OF THE CRANDULL POST OFFICE ROAD, NEAR THE EAST CORNER,
 FZ1239'120 FEET SOUTH OF THE JUNCTION, ON THE PROPERTY OF JOHN SHEPPARD,
 FZ1239'110 FEET EAST OF A ONE-STORY CORN MILL BUILDING, 90 FEET SOUTHEAST
 FZ1239'OF A ONE-STORY SHEET-METAL STORE BUILDING, 80 FEET SOUTHWEST
 FZ1239'OF A 1-1/2-STORY FARMHOUSE, 50 FEET EAST OF AN OUTDOOR TOLIET,
 FZ1239'50 FEET NORTH OF A SINGLE-SPAN CONCRETE BRIDGE, AND AT THE WEST
 FZ1239'FENCE CORNER BETWEEN THE FARMHOUSE AND THE BRIDGE.  A TENNESSEE
 FZ1239'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 363 1937 AND SET
 FZ1239'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1241 ***********************************************************************
 FZ1241  DESIGNATION -  LHT 364
 FZ1241  PID         -  FZ1241
 FZ1241  STATE/COUNTY-  TN/JOHNSON
 FZ1241  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1241
 FZ1241                         *CURRENT SURVEY CONTROL
 FZ1241  ___________________________________________________________________
 FZ1241* NAD 83(1986)-  36 31 54.     (N)    081 54 13.     (W)     SCALED    
 FZ1241* NAVD 88     -       880.99   (+/-2cm)    2890.4    (feet)  VERTCON   
 FZ1241  ___________________________________________________________________
 FZ1241  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1241
 FZ1241  VERT ORDER  -  ? (See Below)
 FZ1241
 FZ1241.The horizontal coordinates were scaled from a topographic map and have
 FZ1241.an estimated accuracy of +/- 6 seconds.
 FZ1241
 FZ1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1241.The vertical order pertains to the NGVD 29 superseded value.
 FZ1241
 FZ1241.The geoid height was determined by GEOID03.
 FZ1241
 FZ1241;                    North         East    Units  Estimated Accuracy
 FZ1241;SPC TN       -   251,590.      966,750.      MT  (+/- 180 meters Scaled)
 FZ1241
 FZ1241                          SUPERSEDED SURVEY CONTROL
 FZ1241
 FZ1241  NGVD 29 (??/??/92)  881.073  (m)         2890.65   (f) ADJ UNCH    ?  
 FZ1241
 FZ1241.Superseded values are not recommended for survey control.
 FZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1241.See file dsdata.txt to determine how the superseded data were derived.
 FZ1241
 FZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA191433(NAD 83)
 FZ1241_MARKER: DD = SURVEY DISK
 FZ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1241_STAMPING: LHT 364 1937
 FZ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1241+STABILITY: SURFACE MOTION
 FZ1241
 FZ1241  HISTORY     - Date     Condition        Report By
 FZ1241  HISTORY     - UNK      MONUMENTED       USGS
 FZ1241  HISTORY     - 1937     GOOD             TVA
 FZ1241
 FZ1241                          STATION DESCRIPTION
 FZ1241
 FZ1241'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1241'1.5 MI SW FROM CRANDULL.
 FZ1241'1.5 MILES SOUTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1241'JOHNSON COUNTY, AT THE INTERSECTION OF THE DAVID BLEVIN FARM ROAD,
 FZ1241'ON THE PROPERTY OF J.J. LOUIS, 600 FEET SOUTHEAST OF A LARGE
 FZ1241'BARN, 450 FEET SOUTHWEST OF AN OLD ONE-STORY FARMHOUSE, 450 FEET
 FZ1241'NORTHEAST OF ANOTHER BARN, 300 FEET NORTH OF A 1-1/2 STORY FARMHOUSE,
 FZ1241'150 FEET NORTH OF A LARGE TWO-STORY STORE AND RESIDENCE, 50 FEET
 FZ1241'EAST OF THE CROSSROADS, SOUTHEAST OF THE ROAD, AND IN THE
 FZ1241'NORTHEAST-AND-SOUTHWEST FENCE LINE.  A UNITED STATES GEOLOGICAL
 FZ1241'SURVEY STANDARD DISK, STAMPED LHT 364 1937 AND SET IN THE TOP OF A
 FZ1241'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1243 ***********************************************************************
 FZ1243  DESIGNATION -  LHT 365
 FZ1243  PID         -  FZ1243
 FZ1243  STATE/COUNTY-  TN/JOHNSON
 FZ1243  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1243
 FZ1243                         *CURRENT SURVEY CONTROL
 FZ1243  ___________________________________________________________________
 FZ1243* NAD 83(1986)-  36 31 22.     (N)    081 55 24.     (W)     SCALED    
 FZ1243* NAVD 88     -       850.16   (+/-2cm)    2789.2    (feet)  VERTCON   
 FZ1243  ___________________________________________________________________
 FZ1243  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1243
 FZ1243  VERT ORDER  -  ? (See Below)
 FZ1243
 FZ1243.The horizontal coordinates were scaled from a topographic map and have
 FZ1243.an estimated accuracy of +/- 6 seconds.
 FZ1243
 FZ1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1243.The vertical order pertains to the NGVD 29 superseded value.
 FZ1243
 FZ1243.The geoid height was determined by GEOID03.
 FZ1243
 FZ1243;                    North         East    Units  Estimated Accuracy
 FZ1243;SPC TN       -   250,530.      965,030.      MT  (+/- 180 meters Scaled)
 FZ1243
 FZ1243                          SUPERSEDED SURVEY CONTROL
 FZ1243
 FZ1243  NGVD 29 (??/??/92)  850.252  (m)         2789.54   (f) ADJ UNCH    ?  
 FZ1243
 FZ1243.Superseded values are not recommended for survey control.
 FZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1243.See file dsdata.txt to determine how the superseded data were derived.
 FZ1243
 FZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA173423(NAD 83)
 FZ1243_MARKER: DD = SURVEY DISK
 FZ1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1243_STAMPING: LHT 365 1937
 FZ1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1243+STABILITY: SURFACE MOTION
 FZ1243
 FZ1243  HISTORY     - Date     Condition        Report By
 FZ1243  HISTORY     - 1937     MONUMENTED       TVA
 FZ1243
 FZ1243                          STATION DESCRIPTION
 FZ1243
 FZ1243'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1243'0.4 MI NE FROM SHADY VALLEY.
 FZ1243'0.4 MILE NORTHEAST ALONG THE BEAVERDAM CREEK ROAD FROM SHADY
 FZ1243'VALLEY, JOHNSON COUNTY, 0.9 MILE SOUTHWEST OF HARMON, AT THE
 FZ1243'JUNCTION OF THE ROAD LEADING TO SHADY VALLEY SCHOOL, 900 FEET
 FZ1243'SOUTH OF A TWO-STORY FARMHOUSE, 750 FEET SOUTHWEST OF AN OLD
 FZ1243'BARN, 400 FEET SOUTHEAST OF SHADY VALLEY SCHOOL, ON THE PROPERTY
 FZ1243'OF TOM GARTH, 90 FEET WEST OF A 12-INCH PINE TREE, 50 FEET
 FZ1243'SOUTHWEST OF THE CROSSROADS, AND IN THE NORTHEAST-AND-SOUTHWEST
 FZ1243'FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ1243'LHT 365 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1193 ***********************************************************************
 FZ1193  DESIGNATION -  LHT 366
 FZ1193  PID         -  FZ1193
 FZ1193  STATE/COUNTY-  TN/JOHNSON
 FZ1193  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1193
 FZ1193                         *CURRENT SURVEY CONTROL
 FZ1193  ___________________________________________________________________
 FZ1193* NAD 83(1986)-  36 33 23.     (N)    081 54 15.     (W)     SCALED    
 FZ1193* NAVD 88     -       865.45   (+/-2cm)    2839.4    (feet)  VERTCON   
 FZ1193  ___________________________________________________________________
 FZ1193  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1193
 FZ1193  VERT ORDER  -  ? (See Below)
 FZ1193
 FZ1193.The horizontal coordinates were scaled from a topographic map and have
 FZ1193.an estimated accuracy of +/- 6 seconds.
 FZ1193
 FZ1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1193.The vertical order pertains to the NGVD 29 superseded value.
 FZ1193
 FZ1193.The geoid height was determined by GEOID03.
 FZ1193
 FZ1193;                    North         East    Units  Estimated Accuracy
 FZ1193;SPC TN       -   254,330.      966,590.      MT  (+/- 180 meters Scaled)
 FZ1193
 FZ1193                          SUPERSEDED SURVEY CONTROL
 FZ1193
 FZ1193  NGVD 29 (??/??/92)  865.543  (m)         2839.70   (f) ADJ UNCH    ?  
 FZ1193
 FZ1193.Superseded values are not recommended for survey control.
 FZ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1193.See file dsdata.txt to determine how the superseded data were derived.
 FZ1193
 FZ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA190460(NAD 83)
 FZ1193_MARKER: DD = SURVEY DISK
 FZ1193_SETTING: 80 = SET IN A BOULDER
 FZ1193_STAMPING: LHT 366 1937
 FZ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1193+STABILITY: SURFACE MOTION
 FZ1193
 FZ1193  HISTORY     - Date     Condition        Report By
 FZ1193  HISTORY     - 1937     MONUMENTED       TVA
 FZ1193
 FZ1193                          STATION DESCRIPTION
 FZ1193
 FZ1193'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1193'1 MI NW FROM CRANDULL.
 FZ1193'1 MILE NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1193'JOHNSON COUNTY, IN THE CHEROKEE NATIONAL FOREST, AT THE OUTSIDE
 FZ1193'OF A SHARP CURVE, 200 FEET NORTH OF FOUR PAINTED GUARDRAIL POSTS,
 FZ1193'125 FEET NORTHWEST OF A 24-INCH BLACK-GUM TREE INSIDE THE CURVE,
 FZ1193'110 FEET WEST OF TWO TALL 14-INCH POPLAR TREES, AT A CLEARING,
 FZ1193'BETWEEN TWO SMALL TRAILS LEADING TO THE ROAD, ON THE NORTHEAST
 FZ1193'SIDE OF THE ROAD, AT THE BASE OF A 24-INCH HEMLOCK TREE, AND IN
 FZ1193'THE TOP OF A SMALL BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FZ1193'DISK, STAMPED LHT 366 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1200 ***********************************************************************
 FZ1200  DESIGNATION -  LHT 367
 FZ1200  PID         -  FZ1200
 FZ1200  STATE/COUNTY-  TN/SULLIVAN
 FZ1200  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1200
 FZ1200                         *CURRENT SURVEY CONTROL
 FZ1200  ___________________________________________________________________
 FZ1200* NAD 83(1986)-  36 35 39.     (N)    081 54 41.     (W)     SCALED    
 FZ1200* NAVD 88     -       779.49   (+/-2cm)    2557.4    (feet)  VERTCON   
 FZ1200  ___________________________________________________________________
 FZ1200  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1200
 FZ1200  VERT ORDER  -  ? (See Below)
 FZ1200
 FZ1200.The horizontal coordinates were scaled from a topographic map and have
 FZ1200.an estimated accuracy of +/- 6 seconds.
 FZ1200
 FZ1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1200.The vertical order pertains to the NGVD 29 superseded value.
 FZ1200
 FZ1200.The geoid height was determined by GEOID03.
 FZ1200
 FZ1200;                    North         East    Units  Estimated Accuracy
 FZ1200;SPC TN       -   258,490.      965,770.      MT  (+/- 180 meters Scaled)
 FZ1200
 FZ1200                          SUPERSEDED SURVEY CONTROL
 FZ1200
 FZ1200  NGVD 29 (??/??/92)  779.578  (m)         2557.67   (f) ADJ UNCH    ?  
 FZ1200
 FZ1200.Superseded values are not recommended for survey control.
 FZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1200.See file dsdata.txt to determine how the superseded data were derived.
 FZ1200
 FZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA184502(NAD 83)
 FZ1200_MARKER: DB = BENCH MARK DISK
 FZ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1200_STAMPING: LHT 367 1937
 FZ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1200+STABILITY: SURFACE MOTION
 FZ1200
 FZ1200  HISTORY     - Date     Condition        Report By
 FZ1200  HISTORY     - 1937     MONUMENTED       TVA
 FZ1200
 FZ1200                          STATION DESCRIPTION
 FZ1200
 FZ1200'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1200'1 MI S FROM OFFSET SCHOOL.
 FZ1200'1 MILE SOUTH ALONG THE CRANDULL ROAD FROM OFFSET SCHOOL, SULLIVAN
 FZ1200'COUNTY, IN THE CHEROKEE NATIONAL FOREST, 500 FEET SOUTH OF FOUR
 FZ1200'STRIPED GUARDRAIL POSTS, 265 FEET SOUTHEAST OF A 12-INCH LEANING
 FZ1200'MAPLE TREE, 115 FEET SOUTHEAST OF A 14-INCH SCAR-SIDED MAPLE TREE
 FZ1200'ON THE WEST EDGE OF THE ROAD, 60 FEET NORTH OF A 10-INCH SPRUCE
 FZ1200'TREE WRAPPED AROUND A 24-INCH SPRUCE TREE AT THE TOP OF A CUT,
 FZ1200'16.4 FEET SOUTHEAST OF THE UPSTREAM END OF A CORRUGATED-IRON
 FZ1200'PIPE CULVERT UNDER THE ROAD, ON THE EAST SIDE OF THE ROAD, AND
 FZ1200'BETWEEN AN OLD TRAIL AND A SMALL CREEK.  A TENNESSEE VALLEY
 FZ1200'AUTHORITY STANDARD DISK, STAMPED LHT 367 1937 AND SET IN THE TOP
 FZ1200'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1201 ***********************************************************************
 FZ1201  DESIGNATION -  LHT 368
 FZ1201  PID         -  FZ1201
 FZ1201  STATE/COUNTY-  TN/SULLIVAN
 FZ1201  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1201
 FZ1201                         *CURRENT SURVEY CONTROL
 FZ1201  ___________________________________________________________________
 FZ1201* NAD 83(1986)-  36 36 09.     (N)    081 54 59.     (W)     SCALED    
 FZ1201* NAVD 88     -       687.93   (+/-2cm)    2257.0    (feet)  VERTCON   
 FZ1201  ___________________________________________________________________
 FZ1201  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1201
 FZ1201  VERT ORDER  -  ? (See Below)
 FZ1201
 FZ1201.The horizontal coordinates were scaled from a topographic map and have
 FZ1201.an estimated accuracy of +/- 6 seconds.
 FZ1201
 FZ1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1201.The vertical order pertains to the NGVD 29 superseded value.
 FZ1201
 FZ1201.The geoid height was determined by GEOID03.
 FZ1201
 FZ1201;                    North         East    Units  Estimated Accuracy
 FZ1201;SPC TN       -   259,390.      965,280.      MT  (+/- 180 meters Scaled)
 FZ1201
 FZ1201                          SUPERSEDED SURVEY CONTROL
 FZ1201
 FZ1201  NGVD 29 (??/??/92)  688.024  (m)         2257.29   (f) ADJ UNCH    ?  
 FZ1201
 FZ1201.Superseded values are not recommended for survey control.
 FZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1201.See file dsdata.txt to determine how the superseded data were derived.
 FZ1201
 FZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA180511(NAD 83)
 FZ1201_MARKER: DB = BENCH MARK DISK
 FZ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1201_STAMPING: LHT 368 1937
 FZ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1201+STABILITY: SURFACE MOTION
 FZ1201
 FZ1201  HISTORY     - Date     Condition        Report By
 FZ1201  HISTORY     - 1937     MONUMENTED       TVA
 FZ1201
 FZ1201                          STATION DESCRIPTION
 FZ1201
 FZ1201'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1201'0.3 MI SE FROM OFFSET SCHOOL.
 FZ1201'0.3 MILE SOUTHEAST ALONG THE CRANDULL ROAD FROM OFFSET SCHOOL,
 FZ1201'SULLIVAN COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 FZ1201'THE DENTON VALLEY ROAD, 300 FEET NORTHEAST OF A SINGLE-SPAN
 FZ1201'CONCRETE BRIDGE, ON THE PROPERTY OF DAVE WIDENER, 300 FEET NORTHWEST
 FZ1201'OF A SMALL BARN, 210 FEET NORTHWEST OF AN OLD TWO-STORY FARMHOUSE,
 FZ1201'110 FEET WEST OF A 6-INCH MAPLE TREE, IN A SMALL CLEARING, AND
 FZ1201'BETWEEN TWO 8-INCH LOCUST TREES.  A TENNESSEE VALLEY AUTHORITY
 FZ1201'STANDARD DISK, STAMPED LHT 368 1937 AND SET IN THE TOP OF A
 FZ1201'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0554 ***********************************************************************
 FC0554  DESIGNATION -  LHT 42
 FC0554  PID         -  FC0554
 FC0554  STATE/COUNTY-  TN/MCMINN
 FC0554  USGS QUAD   -  RICEVILLE (1990)
 FC0554
 FC0554                         *CURRENT SURVEY CONTROL
 FC0554  ___________________________________________________________________
 FC0554* NAD 83(1986)-  35 23 26.     (N)    084 42 21.     (W)     SCALED    
 FC0554* NAVD 88     -       237.539  (meters)     779.33   (feet)  ADJUSTED  
 FC0554  ___________________________________________________________________
 FC0554  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0554  DYNAMIC HT  -         237.307 (meters)     778.56  (feet)  COMP
 FC0554  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 FC0554
 FC0554  VERT ORDER  -  SECOND    CLASS 0
 FC0554
 FC0554.The horizontal coordinates were scaled from a topographic map and have
 FC0554.an estimated accuracy of +/- 6 seconds.
 FC0554
 FC0554.The orthometric height was determined by differential leveling
 FC0554.and adjusted by the National Geodetic Survey in June 1991..
 FC0554
 FC0554.The geoid height was determined by GEOID03.
 FC0554
 FC0554.The dynamic height is computed by dividing the NAVD 88
 FC0554.geopotential number by the normal gravity value computed on the
 FC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0554.degrees latitude (g = 980.6199 gals.).
 FC0554
 FC0554.The modeled gravity was interpolated from observed gravity values.
 FC0554
 FC0554;                    North         East    Units  Estimated Accuracy
 FC0554;SPC TN       -   118,080.      717,570.      MT  (+/- 180 meters Scaled)
 FC0554
 FC0554                          SUPERSEDED SURVEY CONTROL
 FC0554
 FC0554  NGVD 29 (??/??/92)  237.600  (m)          779.53   (f) ADJ UNCH    2 0
 FC0554
 FC0554.Superseded values are not recommended for survey control.
 FC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0554.See file dsdata.txt to determine how the superseded data were derived.
 FC0554
 FC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE083187(NAD 83)
 FC0554_MARKER: DD = SURVEY DISK
 FC0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0554_STAMPING: LHT 42 1937
 FC0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0554+STABILITY: SURFACE MOTION
 FC0554
 FC0554  HISTORY     - Date     Condition        Report By
 FC0554  HISTORY     - 1937     MONUMENTED       TVA
 FC0554  HISTORY     - 1970     GOOD             NGS
 FC0554
 FC0554                          STATION DESCRIPTION
 FC0554
 FC0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FC0554'1.4 MI NW FROM RICEVILLE.
 FC0554'THIS MARK RECOVERED IN GOOD CONDITION.  TO REACH FROM THE NEW
 FC0554'POST OFFICE IN RICEVILLE, GO NORTH-NORTHEASTERLY ON U.S. HIGHWAY
 FC0554'11 FOR 0.25 OF A MILE TO A CROSSROAD.  HERE TURN LEFT ON COUNTY
 FC0554'ROUTE 4374 AND GO NORTHWESTERLY FOR 0.2 OF A MILE TO A ROAD RIGHT,
 FC0554'CONTINUE ON COUNTY ROUTE 4374 IN A GENERAL WESTERLY DIRECTION
 FC0554'FOR 0.8 OF A MILE TO A GRAVELED ROAD LEFT AND THE MARK ON THE
 FC0554'RIGHT ABOUT 175 FEET BEFORE COMING TO THE GRAVELED ROAD.  THE
 FC0554'MARK IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROUTE
 FC0554'4374, 17 FEET EAST OF THE APPROXIMATE CENTER OF A PRIVATE
 FC0554'DRIVEWAY, AND 0.4 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 FC0554'IT IS A T.V.A. BENCH MARK DISK SET IN THE TOP OF A 7-INCH,
 FC0554'SQUARE, CONCRETE POST THAT PROJECTS 6 INCHES AND THE DISK IS
 FC0554'STAMPED LHT 42 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1989 ***********************************************************************
 GA1989  DESIGNATION -  LHT 433
 GA1989  PID         -  GA1989
 GA1989  STATE/COUNTY-  TN/JEFFERSON
 GA1989  USGS QUAD   -  WHITE PINE (1961)
 GA1989
 GA1989                         *CURRENT SURVEY CONTROL
 GA1989  ___________________________________________________________________
 GA1989* NAD 83(1986)-  36 05 24.     (N)    083 18 03.     (W)     SCALED    
 GA1989* NAVD 88     -       352.49   (+/-2cm)    1156.5    (feet)  VERTCON   
 GA1989  ___________________________________________________________________
 GA1989  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1989
 GA1989  VERT ORDER  -  ? (See Below)
 GA1989
 GA1989.The horizontal coordinates were scaled from a topographic map and have
 GA1989.an estimated accuracy of +/- 6 seconds.
 GA1989
 GA1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1989.The vertical order pertains to the NGVD 29 superseded value.
 GA1989
 GA1989.The geoid height was determined by GEOID03.
 GA1989
 GA1989;                    North         East    Units  Estimated Accuracy
 GA1989;SPC TN       -   198,250.      843,050.      MT  (+/- 180 meters Scaled)
 GA1989
 GA1989                          SUPERSEDED SURVEY CONTROL
 GA1989
 GA1989  NGVD 29 (??/??/92)  352.634  (m)         1156.93   (f) ADJ UNCH    ?  
 GA1989
 GA1989.Superseded values are not recommended for survey control.
 GA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1989.See file dsdata.txt to determine how the superseded data were derived.
 GA1989
 GA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV928963(NAD 83)
 GA1989_MARKER: DD = SURVEY DISK
 GA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1989_STAMPING: LHT 433 1937
 GA1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1989+STABILITY: SURFACE MOTION
 GA1989
 GA1989  HISTORY     - Date     Condition        Report By
 GA1989  HISTORY     - 1937     MONUMENTED       TVA
 GA1989
 GA1989                          STATION DESCRIPTION
 GA1989
 GA1989'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1989'1.7 MI S FROM WHITE PINE.
 GA1989'1.7 MILES SOUTH ALONG THE NINA COUNTY ROAD (DANDRIDGE PIKE) FROM THE
 GA1989'INTERSECTION OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY,
 GA1989'ON THE CLYDE WALKER PROPERTY, 80 FEET NORTH OF THE TWO-STORY
 GA1989'YELLOW HOUSE, 21.2 FEET SOUTHWEST OF POLE 356, 15 FEET SOUTHEAST
 GA1989'OF THE COUNTY ROAD, 7 FEET SOUTHEAST OF A FENCE CORNER, AND 1
 GA1989'FOOT NORTHWEST OF THE WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY
 GA1989'STANDARD DISK, STAMPED LHT 433 1937 AND SET IN THE TOP OF A
 GA1989'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1990 ***********************************************************************
 GA1990  DESIGNATION -  LHT 434
 GA1990  PID         -  GA1990
 GA1990  STATE/COUNTY-  TN/JEFFERSON
 GA1990  USGS QUAD   -  WHITE PINE (1961)
 GA1990
 GA1990                         *CURRENT SURVEY CONTROL
 GA1990  ___________________________________________________________________
 GA1990* NAD 83(1986)-  36 04 50.     (N)    083 18 27.     (W)     SCALED    
 GA1990* NAVD 88     -       326.83   (+/-2cm)    1072.3    (feet)  VERTCON   
 GA1990  ___________________________________________________________________
 GA1990  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1990
 GA1990  VERT ORDER  -  ? (See Below)
 GA1990
 GA1990.The horizontal coordinates were scaled from a topographic map and have
 GA1990.an estimated accuracy of +/- 6 seconds.
 GA1990
 GA1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1990.The vertical order pertains to the NGVD 29 superseded value.
 GA1990
 GA1990.The geoid height was determined by GEOID03.
 GA1990
 GA1990;                    North         East    Units  Estimated Accuracy
 GA1990;SPC TN       -   197,190.      842,480.      MT  (+/- 180 meters Scaled)
 GA1990
 GA1990                          SUPERSEDED SURVEY CONTROL
 GA1990
 GA1990  NGVD 29 (??/??/92)  326.983  (m)         1072.78   (f) ADJ UNCH    ?  
 GA1990
 GA1990.Superseded values are not recommended for survey control.
 GA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1990.See file dsdata.txt to determine how the superseded data were derived.
 GA1990
 GA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV922953(NAD 83)
 GA1990_MARKER: DD = SURVEY DISK
 GA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1990_STAMPING: LHT 434 1937
 GA1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1990+STABILITY: SURFACE MOTION
 GA1990
 GA1990  HISTORY     - Date     Condition        Report By
 GA1990  HISTORY     - 1937     MONUMENTED       TVA
 GA1990
 GA1990                          STATION DESCRIPTION
 GA1990
 GA1990'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1990'2.5 MI SW FROM WHITE PINE.
 GA1990'2.5 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1990'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, AT THE
 GA1990'JUNCTION OF A ROAD LEADING EAST TO LEADVALE, 500 FEET SOUTHEAST
 GA1990'OF A LARGE BARN, 65 FEET NORTH OF THE SIDE ROAD, 15 FEET EAST OF
 GA1990'THE PIKE, 24 FEET SOUTHWEST OF A 20-INCH RED OAK TREE, 22.2 FEET
 GA1990'NORTHEAST OF AN 8-INCH CEDAR TREE, 7 FEET NORTH OF A SCALE HOUSE,
 GA1990'AND 2 FEET WEST OF A BOARD FENCE.  A TENNESSEE VALLEY AUTHORITY
 GA1990'STANDARD DISK, STAMPED LHT 434 1937 AND SET IN THE TOP OF A
 GA1990'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1991 ***********************************************************************
 GA1991  DESIGNATION -  LHT 435
 GA1991  PID         -  GA1991
 GA1991  STATE/COUNTY-  TN/JEFFERSON
 GA1991  USGS QUAD   -  ROSE HILL (1978)
 GA1991
 GA1991                         *CURRENT SURVEY CONTROL
 GA1991  ___________________________________________________________________
 GA1991* NAD 83(1986)-  36 42 00.     (N)    083 19 02.     (W)     SCALED    
 GA1991* NAVD 88     -       323.92   (+/-2cm)    1062.7    (feet)  VERTCON   
 GA1991  ___________________________________________________________________
 GA1991  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1991
 GA1991  VERT ORDER  -  ? (See Below)
 GA1991
 GA1991.The horizontal coordinates were scaled from a topographic map and have
 GA1991.an estimated accuracy of +/- 6 seconds.
 GA1991
 GA1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1991.The vertical order pertains to the NGVD 29 superseded value.
 GA1991
 GA1991.The geoid height was determined by GEOID03.
 GA1991
 GA1991;                    North         East    Units  Estimated Accuracy
 GA1991;SPC TN       -   265,880.      839,720.      MT  (+/- 180 meters Scaled)
 GA1991
 GA1991                          SUPERSEDED SURVEY CONTROL
 GA1991
 GA1991  NGVD 29 (??/??/92)  324.050  (m)         1063.15   (f) ADJ UNCH    ?  
 GA1991
 GA1991.Superseded values are not recommended for survey control.
 GA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1991.See file dsdata.txt to determine how the superseded data were derived.
 GA1991
 GA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929640(NAD 83)
 GA1991_MARKER: DD = SURVEY DISK
 GA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1991_STAMPING: LHT 435 1937
 GA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1991+STABILITY: SURFACE MOTION
 GA1991
 GA1991  HISTORY     - Date     Condition        Report By
 GA1991  HISTORY     - 1937     MONUMENTED       TVA
 GA1991
 GA1991                          STATION DESCRIPTION
 GA1991
 GA1991'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1991'3.3 MI SW FROM WHITE PINE.
 GA1991'3.3 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1991'OF U.S. HIGHWAY 25 E AT WHITE PINE, 0.2 MILE SOUTHWEST OF THE
 GA1991'JUNCTION OF A ROAD LEADING WEST, ON THE JIM SAMS PROPERTY, 600
 GA1991'FEET NORTHEAST OF A LARGE RED BARN, 115 FEET EAST OF THE TWO-STORY
 GA1991'WHITE FARMHOUSE, 150 FEET NORTHWEST OF A LARGE POND, 51.5 FEET
 GA1991'SOUTHWEST OF A MAILBOX POST, 40 FEET SOUTH OF AN OLD ROAD, 15
 GA1991'FEET NORTHWEST OF THE PIKE, 6.3 FEET EAST OF A 4-INCH POPLAR TREE,
 GA1991'AND 1 FOOT EAST OF A STONE WALK.  A TENNESSEE VALLEY AUTHORITY
 GA1991'STANDARD DISK, STAMPED LHT 435 1937 AND SET IN THE TOP OF A
 GA1991'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1992 ***********************************************************************
 GA1992  DESIGNATION -  LHT 436
 GA1992  PID         -  GA1992
 GA1992  STATE/COUNTY-  TN/JEFFERSON
 GA1992  USGS QUAD   -  WHITE PINE (1961)
 GA1992
 GA1992                         *CURRENT SURVEY CONTROL
 GA1992  ___________________________________________________________________
 GA1992* NAD 83(1986)-  36 03 48.     (N)    083 18 56.     (W)     SCALED    
 GA1992* NAVD 88     -       308.92   (+/-2cm)    1013.5    (feet)  VERTCON   
 GA1992  ___________________________________________________________________
 GA1992  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1992
 GA1992  VERT ORDER  -  ? (See Below)
 GA1992
 GA1992.The horizontal coordinates were scaled from a topographic map and have
 GA1992.an estimated accuracy of +/- 6 seconds.
 GA1992
 GA1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1992.The vertical order pertains to the NGVD 29 superseded value.
 GA1992
 GA1992.The geoid height was determined by GEOID03.
 GA1992
 GA1992;                    North         East    Units  Estimated Accuracy
 GA1992;SPC TN       -   195,260.      841,810.      MT  (+/- 180 meters Scaled)
 GA1992
 GA1992                          SUPERSEDED SURVEY CONTROL
 GA1992
 GA1992  NGVD 29 (??/??/92)  309.072  (m)         1014.01   (f) ADJ UNCH    ?  
 GA1992
 GA1992.Superseded values are not recommended for survey control.
 GA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1992.See file dsdata.txt to determine how the superseded data were derived.
 GA1992
 GA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV914934(NAD 83)
 GA1992_MARKER: DD = SURVEY DISK
 GA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1992_STAMPING: LHT 436 1937
 GA1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1992+STABILITY: SURFACE MOTION
 GA1992
 GA1992  HISTORY     - Date     Condition        Report By
 GA1992  HISTORY     - 1937     MONUMENTED       TVA
 GA1992
 GA1992                          STATION DESCRIPTION
 GA1992
 GA1992'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1992'3.9 MI SW FROM WHITE PINE.
 GA1992'3.9 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1992'OF U.S. HIGHWAY 25 E AT WHITE PINE, AT THE JUNCTION OF A ROAD
 GA1992'LEADING WEST, ON THE LUTE CHILTON PROPERTY, 700 FEET SOUTHWEST
 GA1992'OF THE LARGE TWO-STORY HOUSE, 300 FEET SOUTH OF A SPRING HOUSE,
 GA1992'13.2 FEET NORTHEAST OF A 5-INCH CEDAR TREE, 7 FEET WEST OF THE
 GA1992'PIKE, 7 FEET NORTH OF THE SIDE ROAD, 5.2 FEET SOUTHWEST OF A
 GA1992'POLE, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A TENNESSEE VALLEY
 GA1992'AUTHORITY STANDARD DISK, STAMPED LHT 436 1937 AND SET IN THE TOP OF
 GA1992'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1993 ***********************************************************************
 GA1993  DESIGNATION -  LHT 437
 GA1993  PID         -  GA1993
 GA1993  STATE/COUNTY-  TN/JEFFERSON
 GA1993  USGS QUAD   -  WHITE PINE (1961)
 GA1993
 GA1993                         *CURRENT SURVEY CONTROL
 GA1993  ___________________________________________________________________
 GA1993* NAD 83(1986)-  36 03 08.     (N)    083 19 54.     (W)     SCALED    
 GA1993* NAVD 88     -       325.54   (+/-2cm)    1068.0    (feet)  VERTCON   
 GA1993  ___________________________________________________________________
 GA1993  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1993
 GA1993  VERT ORDER  -  ? (See Below)
 GA1993
 GA1993.The horizontal coordinates were scaled from a topographic map and have
 GA1993.an estimated accuracy of +/- 6 seconds.
 GA1993
 GA1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1993.The vertical order pertains to the NGVD 29 superseded value.
 GA1993
 GA1993.The geoid height was determined by GEOID03.
 GA1993
 GA1993;                    North         East    Units  Estimated Accuracy
 GA1993;SPC TN       -   193,990.      840,390.      MT  (+/- 180 meters Scaled)
 GA1993
 GA1993                          SUPERSEDED SURVEY CONTROL
 GA1993
 GA1993  NGVD 29 (??/??/92)  325.698  (m)         1068.56   (f) ADJ UNCH    ?  
 GA1993
 GA1993.Superseded values are not recommended for survey control.
 GA1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1993.See file dsdata.txt to determine how the superseded data were derived.
 GA1993
 GA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV899922(NAD 83)
 GA1993_MARKER: DD = SURVEY DISK
 GA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1993_STAMPING: LHT 437 1937
 GA1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1993+STABILITY: SURFACE MOTION
 GA1993
 GA1993  HISTORY     - Date     Condition        Report By
 GA1993  HISTORY     - 1937     MONUMENTED       TVA
 GA1993
 GA1993                          STATION DESCRIPTION
 GA1993
 GA1993'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1993'5.3 MI SW FROM WHITE PINE.
 GA1993'5.3 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1993'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, 0.7 MILE
 GA1993'WEST OF NINA, 100 FEET EAST OF THE JUNCTION OF A ROAD LEADING
 GA1993'NORTH, ON THE PROPERTY OF DR. J.C. ANDERSON, 300 FEET SOUTHEAST
 GA1993'OF A LARGE BARN, 75 FEET EAST OF THE CORNER OF A WOODS, 8.4 FEET
 GA1993'SOUTHEAST OF A MAIL-BOX POST, 8 FEET SOUTH OF THE PIKE, 3 FEET
 GA1993'WEST OF A GAP IN A FENCE, 2.3 FEET SOUTHWEST OF A FENCE POST, AND
 GA1993'2 FEET SOUTH OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1993'DISK, STAMPED LHT 437 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1994 ***********************************************************************
 GA1994  DESIGNATION -  LHT 438
 GA1994  PID         -  GA1994
 GA1994  STATE/COUNTY-  TN/JEFFERSON
 GA1994  USGS QUAD   -  WHITE PINE (1961)
 GA1994
 GA1994                         *CURRENT SURVEY CONTROL
 GA1994  ___________________________________________________________________
 GA1994* NAD 83(1986)-  36 02 55.     (N)    083 20 15.     (W)     SCALED    
 GA1994* NAVD 88     -       338.276  (meters)    1109.83   (feet)  ADJUSTED  
 GA1994  ___________________________________________________________________
 GA1994  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1994  DYNAMIC HT  -         337.960 (meters)    1108.79  (feet)  COMP
 GA1994  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 GA1994
 GA1994  VERT ORDER  -  SECOND    CLASS 0
 GA1994
 GA1994.The horizontal coordinates were scaled from a topographic map and have
 GA1994.an estimated accuracy of +/- 6 seconds.
 GA1994
 GA1994.The orthometric height was determined by differential leveling
 GA1994.and adjusted by the National Geodetic Survey in June 1991..
 GA1994
 GA1994.The geoid height was determined by GEOID03.
 GA1994
 GA1994.The dynamic height is computed by dividing the NAVD 88
 GA1994.geopotential number by the normal gravity value computed on the
 GA1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1994.degrees latitude (g = 980.6199 gals.).
 GA1994
 GA1994.The modeled gravity was interpolated from observed gravity values.
 GA1994
 GA1994;                    North         East    Units  Estimated Accuracy
 GA1994;SPC TN       -   193,570.      839,870.      MT  (+/- 180 meters Scaled)
 GA1994
 GA1994                          SUPERSEDED SURVEY CONTROL
 GA1994
 GA1994  NGVD 29 (??/??/92)  338.436  (m)         1110.35   (f) ADJ UNCH    2 0
 GA1994
 GA1994.Superseded values are not recommended for survey control.
 GA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1994.See file dsdata.txt to determine how the superseded data were derived.
 GA1994
 GA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV894918(NAD 83)
 GA1994_MARKER: DD = SURVEY DISK
 GA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1994_STAMPING: LHT 438 1937
 GA1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1994+STABILITY: SURFACE MOTION
 GA1994
 GA1994  HISTORY     - Date     Condition        Report By
 GA1994  HISTORY     - 1937     MONUMENTED       TVA
 GA1994  HISTORY     - 1961     GOOD             NGS
 GA1994
 GA1994                          STATION DESCRIPTION
 GA1994
 GA1994'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1994'5.9 MI SW FROM WHITE PINE.
 GA1994'5.9 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1994'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, 1.3 MILES
 GA1994'WEST OF NINE, ON THE EMMETT BALL PROPERTY, 125 FEET SOUTH OF A
 GA1994'LARGE BARN, 50 FEET WEST OF THE FARMHOUSE, 16 FEET SOUTHEAST
 GA1994'OF THE PIKE, 12.9 FEET SOUTHWEST OF A 10-INCH ENGLISH SUMAC TREE,
 GA1994'40 FEET SOUTHEAST OF A SMALL POND, 9.2 FEET EAST OF A 20-INCH
 GA1994'WHITE OAK TREE, AND 6 FEET SOUTHEAST OF A WIRE FENCE.  A TENNESSEE
 GA1994'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 438 1937 AND SET IN
 GA1994'THE TOP OF A CONCRETE POST.
 GA1994
 GA1994                          STATION RECOVERY (1961)
 GA1994
 GA1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2519 ***********************************************************************
 GA2519  DESIGNATION -  LHT 450 RESET
 GA2519  PID         -  GA2519
 GA2519  STATE/COUNTY-  TN/CLAIBORNE
 GA2519  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2519
 GA2519                         *CURRENT SURVEY CONTROL
 GA2519  ___________________________________________________________________
 GA2519* NAD 83(1986)-  36 21 02.     (N)    083 44 11.     (W)     SCALED    
 GA2519* NAVD 88     -       321.654  (meters)    1055.29   (feet)  ADJUSTED  
 GA2519  ___________________________________________________________________
 GA2519  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2519  DYNAMIC HT  -         321.365 (meters)    1054.35  (feet)  COMP
 GA2519  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GA2519
 GA2519  VERT ORDER  -  SECOND    CLASS 0
 GA2519
 GA2519.The horizontal coordinates were scaled from a topographic map and have
 GA2519.an estimated accuracy of +/- 6 seconds.
 GA2519
 GA2519.The orthometric height was determined by differential leveling
 GA2519.and adjusted by the National Geodetic Survey in June 1991..
 GA2519
 GA2519.The geoid height was determined by GEOID03.
 GA2519
 GA2519.The dynamic height is computed by dividing the NAVD 88
 GA2519.geopotential number by the normal gravity value computed on the
 GA2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2519.degrees latitude (g = 980.6199 gals.).
 GA2519
 GA2519.The modeled gravity was interpolated from observed gravity values.
 GA2519
 GA2519;                    North         East    Units  Estimated Accuracy
 GA2519;SPC TN       -   226,160.      803,170.      MT  (+/- 180 meters Scaled)
 GA2519
 GA2519                          SUPERSEDED SURVEY CONTROL
 GA2519
 GA2519  NGVD 29 (??/??/92)  321.741  (m)         1055.58   (f) ADJ UNCH    2 0
 GA2519
 GA2519.Superseded values are not recommended for survey control.
 GA2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2519.See file dsdata.txt to determine how the superseded data were derived.
 GA2519
 GA2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA544263(NAD 83)
 GA2519_MARKER: DD = SURVEY DISK
 GA2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2519_STAMPING: LHT 450 1937 RESET 1964
 GA2519_MARK LOGO: CGS   
 GA2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2519+STABILITY: SURFACE MOTION
 GA2519
 GA2519  HISTORY     - Date     Condition        Report By
 GA2519  HISTORY     - 1964     MONUMENTED       TVA
 GA2519
 GA2519                          STATION DESCRIPTION
 GA2519
 GA2519'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1964
 GA2519'8 MI NE FROM MAYNARDVILLE.
 GA2519'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2519'33 FOR 7.6 MILES TO THE INTERSECTION OF SHARPS CHAPEL ROAD AND THE
 GA2519'MARK ON THE LEFT.  THE MARK IS 54 FEET NORTHWEST OF THE APPROXIMATE
 GA2519'CENTER OF STATE ROUTE 33, 35 FEET SOUTHWEST OF THE APPROXIMATE
 GA2519'CENTER OF SHARPS CHAPEL ROAD AND 2.0 FEET NORTHEAST OF A METAL
 GA2519'WITNESS POST WITH SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY
 GA2519'SURVEY MARKER SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2519'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3262 ***********************************************************************
 GA3262  DESIGNATION -  LHT 450 RESET
 GA3262  PID         -  GA3262
 GA3262  STATE/COUNTY-  TN/UNION
 GA3262  USGS QUAD   -  POWDER SPRINGS (1988)
 GA3262
 GA3262                         *CURRENT SURVEY CONTROL
 GA3262  ___________________________________________________________________
 GA3262* NAD 83(1986)-  36 21 02.     (N)    083 44 11.     (W)     SCALED    
 GA3262* NAVD 88     -       324.28   (meters)    1063.9    (feet)  RESET     
 GA3262  ___________________________________________________________________
 GA3262  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3262
 GA3262  VERT ORDER  -  THIRD
 GA3262
 GA3262.The horizontal coordinates were scaled from a topographic map and have
 GA3262.an estimated accuracy of +/- 6 seconds.
 GA3262
 GA3262.The orthometric height was computed from unverified reset data.
 GA3262.No vertical observational check was made to the station.
 GA3262
 GA3262.The geoid height was determined by GEOID03.
 GA3262
 GA3262;                    North         East    Units  Estimated Accuracy
 GA3262;SPC TN       -   226,160.      803,170.      MT  (+/- 180 meters Scaled)
 GA3262
 GA3262                          SUPERSEDED SURVEY CONTROL
 GA3262
 GA3262  NGVD 29 (10/12/01)  324.37   (m)         1064.2    (f) RESET       3  
 GA3262
 GA3262.Superseded values are not recommended for survey control.
 GA3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3262.See file dsdata.txt to determine how the superseded data were derived.
 GA3262
 GA3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA544263(NAD 83)
 GA3262_MARKER: DB = BENCH MARK DISK
 GA3262_SETTING: 66 = SET IN ROCK OUTCROP
 GA3262_SP_SET: SET IN ROCK OUTCROP
 GA3262_STAMPING: LHT 450 TVA RESET 1980
 GA3262_MARK LOGO: NGS   
 GA3262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3262+STABILITY: POSITION/ELEVATION WELL
 GA3262
 GA3262  HISTORY     - Date     Condition        Report By
 GA3262  HISTORY     - 1980     MONUMENTED       NGS
 GA3262
 GA3262                          STATION DESCRIPTION
 GA3262
 GA3262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3262'8.0 MI NE FROM MAYNARDVILLE.
 GA3262'7.6 MILES NORTHEAST ON STATE HIGHWAY 33 FROM THE COURTHOUSE IN
 GA3262'MAYNARDVILLE ,TO THE INTERSECTION OF SHARPS CHAPEL ROAD ON THE LEFT
 GA3262'AND THE MARK ON THE RIGHT, 120 FEET EAST OF THE CENTERLINE OF THE
 GA3262'HIGHWAY, 8 FEET NORTHEAST OF AN 8-INCH CEDAR TREE WITH A METAL
 GA3262'WITNESS SIGN NAILED ON THE WEST SIDE AND 66 FEET SOUTHEAST OF THE
 GA3262'CENTERLINE OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1996 ***********************************************************************
 GA1996  DESIGNATION -  LHT 453
 GA1996  PID         -  GA1996
 GA1996  STATE/COUNTY-  TN/JEFFERSON
 GA1996  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1996
 GA1996                         *CURRENT SURVEY CONTROL
 GA1996  ___________________________________________________________________
 GA1996* NAD 83(1986)-  36 02 08.     (N)    083 22 49.     (W)     SCALED    
 GA1996* NAVD 88     -       335.25   (+/-2cm)    1099.9    (feet)  VERTCON   
 GA1996  ___________________________________________________________________
 GA1996  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA1996
 GA1996  VERT ORDER  -  ? (See Below)
 GA1996
 GA1996.The horizontal coordinates were scaled from a topographic map and have
 GA1996.an estimated accuracy of +/- 6 seconds.
 GA1996
 GA1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1996.The vertical order pertains to the NGVD 29 superseded value.
 GA1996
 GA1996.The geoid height was determined by GEOID03.
 GA1996
 GA1996;                    North         East    Units  Estimated Accuracy
 GA1996;SPC TN       -   192,020.      836,060.      MT  (+/- 180 meters Scaled)
 GA1996
 GA1996                          SUPERSEDED SURVEY CONTROL
 GA1996
 GA1996  NGVD 29 (??/??/92)  335.407  (m)         1100.41   (f) ADJ UNCH    ?  
 GA1996
 GA1996.Superseded values are not recommended for survey control.
 GA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1996.See file dsdata.txt to determine how the superseded data were derived.
 GA1996
 GA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV855905(NAD 83)
 GA1996_MARKER: DD = SURVEY DISK
 GA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1996_STAMPING: LHT 453 1937
 GA1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1996+STABILITY: SURFACE MOTION
 GA1996
 GA1996  HISTORY     - Date     Condition        Report By
 GA1996  HISTORY     - 1937     MONUMENTED       TVA
 GA1996
 GA1996                          STATION DESCRIPTION
 GA1996
 GA1996'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1996'2.5 MI NE FROM DANDRIDGE.
 GA1996'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE
 GA1996'AT DANDRIDGE, ON THE ROY HAMMER PROPERTY, 350 FEET SOUTHEAST
 GA1996'OF THE FARMHOUSE, 75 FEET NORTH OF A PATCH OF WOODS, 33 FEET
 GA1996'SOUTH OF A WIRE FENCE, 32 FEET NORTH OF THE CENTERLINE OF THE
 GA1996'HIGHWAY, 20 FEET SOUTH OF THE OLD ROAD, 17.2 FEET EAST OF A
 GA1996'50-INCH WHITE OAK TREE, AND 15.9 FEET SOUTHWEST OF A 5-INCH MAPLE
 GA1996'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 GA1996'453 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1998 ***********************************************************************
 GA1998  DESIGNATION -  LHT 454
 GA1998  PID         -  GA1998
 GA1998  STATE/COUNTY-  TN/JEFFERSON
 GA1998  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1998
 GA1998                         *CURRENT SURVEY CONTROL
 GA1998  ___________________________________________________________________
 GA1998* NAD 83(1986)-  36 01 27.     (N)    083 24 15.     (W)     SCALED    
 GA1998* NAVD 88     -       326.26   (+/-2cm)    1070.4    (feet)  VERTCON   
 GA1998  ___________________________________________________________________
 GA1998  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA1998
 GA1998  VERT ORDER  -  ? (See Below)
 GA1998
 GA1998.The horizontal coordinates were scaled from a topographic map and have
 GA1998.an estimated accuracy of +/- 6 seconds.
 GA1998
 GA1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1998.The vertical order pertains to the NGVD 29 superseded value.
 GA1998
 GA1998.The geoid height was determined by GEOID03.
 GA1998
 GA1998;                    North         East    Units  Estimated Accuracy
 GA1998;SPC TN       -   190,700.      833,940.      MT  (+/- 180 meters Scaled)
 GA1998
 GA1998                          SUPERSEDED SURVEY CONTROL
 GA1998
 GA1998  NGVD 29 (??/??/92)  326.424  (m)         1070.94   (f) ADJ UNCH    ?  
 GA1998
 GA1998.Superseded values are not recommended for survey control.
 GA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1998.See file dsdata.txt to determine how the superseded data were derived.
 GA1998
 GA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV833893(NAD 83)
 GA1998_MARKER: DD = SURVEY DISK
 GA1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1998_STAMPING: LHT 454 1937
 GA1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1998+STABILITY: SURFACE MOTION
 GA1998
 GA1998  HISTORY     - Date     Condition        Report By
 GA1998  HISTORY     - 1937     MONUMENTED       TVA
 GA1998
 GA1998                          STATION DESCRIPTION
 GA1998
 GA1998'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1998'0.8 MI NE FROM DANDRIDGE.
 GA1998'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE
 GA1998'AT DANDRIDGE, AT SUGAR FORKS, AT THE JUNCTION OF A ROAD LEADING
 GA1998'NORTH (THE OAK GROVE ROAD), 125 FEET NORTH OF THE J.H. RIMMER
 GA1998'GENERAL STORE, 85 FEET EAST OF THE TOM MILLER HOUSE, 50 FEET
 GA1998'SOUTHWEST OF A SERVICE STATION (DUTCHS PLACE), 16.4 FEET
 GA1998'NORTHEAST OF AN ATLANTIC BEER SIGN, 20 FEET NORTHWEST OF THE
 GA1998'CENTERLINE OF THE HIGHWAY, AND 3.2 FEET SOUTHWEST OF POLE 429.
 GA1998'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 454 1937
 GA1998'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1977 ***********************************************************************
 GA1977  DESIGNATION -  LHT 455
 GA1977  PID         -  GA1977
 GA1977  STATE/COUNTY-  TN/JEFFERSON
 GA1977  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1977
 GA1977                         *CURRENT SURVEY CONTROL
 GA1977  ___________________________________________________________________
 GA1977* NAD 83(1986)-  36 01 14.     (N)    083 25 25.     (W)     SCALED    
 GA1977* NAVD 88     -       338.95   (+/-2cm)    1112.0    (feet)  VERTCON   
 GA1977  ___________________________________________________________________
 GA1977  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1977
 GA1977  VERT ORDER  -  ? (See Below)
 GA1977
 GA1977.The horizontal coordinates were scaled from a topographic map and have
 GA1977.an estimated accuracy of +/- 6 seconds.
 GA1977
 GA1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1977.The vertical order pertains to the NGVD 29 superseded value.
 GA1977
 GA1977.The geoid height was determined by GEOID03.
 GA1977
 GA1977;                    North         East    Units  Estimated Accuracy
 GA1977;SPC TN       -   190,250.      832,200.      MT  (+/- 180 meters Scaled)
 GA1977
 GA1977                          SUPERSEDED SURVEY CONTROL
 GA1977
 GA1977  NGVD 29 (??/??/92)  339.120  (m)         1112.60   (f) ADJ UNCH    ?  
 GA1977
 GA1977.Superseded values are not recommended for survey control.
 GA1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1977.See file dsdata.txt to determine how the superseded data were derived.
 GA1977
 GA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV816889(NAD 83)
 GA1977_MARKER: DD = SURVEY DISK
 GA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1977_STAMPING: LHT 455 1937
 GA1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1977+STABILITY: SURFACE MOTION
 GA1977
 GA1977  HISTORY     - Date     Condition        Report By
 GA1977  HISTORY     - 1937     MONUMENTED       TVA
 GA1977
 GA1977                          STATION DESCRIPTION
 GA1977
 GA1977'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1977'0.6 MI NW FROM DANDRIDGE.
 GA1977'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1977'JEFFERSON COUNTY, 0.1 MILE WEST OF THE JUNCTION OF A DIRT ROAD,
 GA1977'ON THE PROPERTY OF MRS. MARY FAIN, 350 FEET SOUTH OF A TIN
 GA1977'ROOFED HOUSE, 38 FEET NORTH OF A BRANCH, 10 FEET NORTH OF THE
 GA1977'HIGHWAY, 8 FEET EAST OF A SPRING BRANCH, 3.5 FEET NORTHEAST OF
 GA1977'POLE 369, 2.6 FEET NORTHWEST OF A WEST GATE POST, AND 2 FEET
 GA1977'NORTH OF A FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1977'STAMPED LHT 455 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1978 ***********************************************************************
 GA1978  DESIGNATION -  LHT 456
 GA1978  PID         -  GA1978
 GA1978  STATE/COUNTY-  TN/JEFFERSON
 GA1978  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1978
 GA1978                         *CURRENT SURVEY CONTROL
 GA1978  ___________________________________________________________________
 GA1978* NAD 83(1986)-  36 02 03.     (N)    083 25 59.     (W)     SCALED    
 GA1978* NAVD 88     -       374.740  (meters)    1229.46   (feet)  ADJUSTED  
 GA1978  ___________________________________________________________________
 GA1978  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1978  DYNAMIC HT  -         374.387 (meters)    1228.30  (feet)  COMP
 GA1978  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GA1978
 GA1978  VERT ORDER  -  SECOND    CLASS 0
 GA1978
 GA1978.The horizontal coordinates were scaled from a topographic map and have
 GA1978.an estimated accuracy of +/- 6 seconds.
 GA1978
 GA1978.The orthometric height was determined by differential leveling
 GA1978.and adjusted by the National Geodetic Survey in June 1991..
 GA1978
 GA1978.The geoid height was determined by GEOID03.
 GA1978
 GA1978.The dynamic height is computed by dividing the NAVD 88
 GA1978.geopotential number by the normal gravity value computed on the
 GA1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1978.degrees latitude (g = 980.6199 gals.).
 GA1978
 GA1978.The modeled gravity was interpolated from observed gravity values.
 GA1978
 GA1978;                    North         East    Units  Estimated Accuracy
 GA1978;SPC TN       -   191,740.      831,310.      MT  (+/- 180 meters Scaled)
 GA1978
 GA1978                          SUPERSEDED SURVEY CONTROL
 GA1978
 GA1978  NGVD 29 (??/??/92)  374.893  (m)         1229.96   (f) ADJ UNCH    2 0
 GA1978
 GA1978.Superseded values are not recommended for survey control.
 GA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1978.See file dsdata.txt to determine how the superseded data were derived.
 GA1978
 GA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV807904(NAD 83)
 GA1978_MARKER: DD = SURVEY DISK
 GA1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1978_STAMPING: LHT 456 1937
 GA1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1978+STABILITY: SURFACE MOTION
 GA1978
 GA1978  HISTORY     - Date     Condition        Report By
 GA1978  HISTORY     - 1937     MONUMENTED       TVA
 GA1978  HISTORY     - 1961     GOOD             TVA
 GA1978
 GA1978                          STATION DESCRIPTION
 GA1978
 GA1978'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA1978'1.8 MI NW FROM DANDRIDGE.
 GA1978'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1978'JEFFERSON COUNTY, 0.1 MILE SOUTH OF A ROAD INTERSECTION, 700
 GA1978'FEET WEST OF A LARGE TIN ROOFED BARN, ON THE BERT ELLIS PROPERTY,
 GA1978'200 FEET NORTH OF THE WHITE FARMHOUSE, 20.2 FEET NORTHWEST OF A
 GA1978'4-INCH CEDAR TREE, 10 FEET WEST OF THE HIGHWAY, 10 FEET SOUTH OF
 GA1978'AN OLD ROAD, AND 3 FEET SOUTH OF A FENCE CORNER.  A TENNESSEE
 GA1978'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 456 1937 AND SET IN
 GA1978'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1979 ***********************************************************************
 GA1979  DESIGNATION -  LHT 457
 GA1979  PID         -  GA1979
 GA1979  STATE/COUNTY-  TN/JEFFERSON
 GA1979  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1979
 GA1979                         *CURRENT SURVEY CONTROL
 GA1979  ___________________________________________________________________
 GA1979* NAD 83(1986)-  36 02 24.     (N)    083 26 35.     (W)     SCALED    
 GA1979* NAVD 88     -       405.957  (meters)    1331.88   (feet)  ADJUSTED  
 GA1979  ___________________________________________________________________
 GA1979  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1979  DYNAMIC HT  -         405.574 (meters)    1330.62  (feet)  COMP
 GA1979  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 GA1979
 GA1979  VERT ORDER  -  SECOND    CLASS 0
 GA1979
 GA1979.The horizontal coordinates were scaled from a topographic map and have
 GA1979.an estimated accuracy of +/- 6 seconds.
 GA1979
 GA1979.The orthometric height was determined by differential leveling
 GA1979.and adjusted by the National Geodetic Survey in June 1991..
 GA1979
 GA1979.The geoid height was determined by GEOID03.
 GA1979
 GA1979.The dynamic height is computed by dividing the NAVD 88
 GA1979.geopotential number by the normal gravity value computed on the
 GA1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1979.degrees latitude (g = 980.6199 gals.).
 GA1979
 GA1979.The modeled gravity was interpolated from observed gravity values.
 GA1979
 GA1979;                    North         East    Units  Estimated Accuracy
 GA1979;SPC TN       -   192,360.      830,390.      MT  (+/- 180 meters Scaled)
 GA1979
 GA1979                          SUPERSEDED SURVEY CONTROL
 GA1979
 GA1979  NGVD 29 (??/??/92)  406.114  (m)         1332.39   (f) ADJ UNCH    2 0
 GA1979
 GA1979.Superseded values are not recommended for survey control.
 GA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1979.See file dsdata.txt to determine how the superseded data were derived.
 GA1979
 GA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV799911(NAD 83)
 GA1979_MARKER: DD = SURVEY DISK
 GA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1979_STAMPING: LHT 457 1937
 GA1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1979+STABILITY: SURFACE MOTION
 GA1979
 GA1979  HISTORY     - Date     Condition        Report By
 GA1979  HISTORY     - 1937     MONUMENTED       TVA
 GA1979  HISTORY     - 1961     GOOD             TVA
 GA1979
 GA1979                          STATION DESCRIPTION
 GA1979
 GA1979'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA1979'2.6 MI NW FROM DANDRIDGE.
 GA1979'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1979'JEFFERSON COUNTY, 350 FEET SOUTHEAST OF GRANTS CHAPEL, ON THE
 GA1979'CHARLES FRANKLIN PROPERTY, 225 FEET NORTHWEST OF THE HOUSE,
 GA1979'110 FEET SOUTHWEST OF A LARGE BARN, 56 FEET SOUTHEAST OF THE
 GA1979'NORTHEAST CORNER OF A SHED, AT THE JUNCTION OF A ROAD LEADING
 GA1979'NORTHEAST, 37 FEET NORTHEAST OF THE HIGHWAY, 22 FEET EAST OF
 GA1979'THE SIDE ROAD, 20.8 FEET NORTHWEST OF A 24-INCH RED OAK TREE,
 GA1979'AND 8 FEET NORTHEAST OF AN OLD ROAD.  A TENNESSEE VALLEY AUTHORITY
 GA1979'STANDARD DISK, STAMPED LHT 457 1937 AND SET IN THE TOP OF A
 GA1979'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1980 ***********************************************************************
 GA1980  DESIGNATION -  LHT 458
 GA1980  PID         -  GA1980
 GA1980  STATE/COUNTY-  TN/JEFFERSON
 GA1980  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1980
 GA1980                         *CURRENT SURVEY CONTROL
 GA1980  ___________________________________________________________________
 GA1980* NAD 83(1986)-  36 02 51.     (N)    083 27 21.     (W)     SCALED    
 GA1980* NAVD 88     -       350.17   (+/-2cm)    1148.8    (feet)  VERTCON   
 GA1980  ___________________________________________________________________
 GA1980  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1980
 GA1980  VERT ORDER  -  ? (See Below)
 GA1980
 GA1980.The horizontal coordinates were scaled from a topographic map and have
 GA1980.an estimated accuracy of +/- 6 seconds.
 GA1980
 GA1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1980.The vertical order pertains to the NGVD 29 superseded value.
 GA1980
 GA1980.The geoid height was determined by GEOID03.
 GA1980
 GA1980;                    North         East    Units  Estimated Accuracy
 GA1980;SPC TN       -   193,170.      829,220.      MT  (+/- 180 meters Scaled)
 GA1980
 GA1980                          SUPERSEDED SURVEY CONTROL
 GA1980
 GA1980  NGVD 29 (??/??/92)  350.323  (m)         1149.35   (f) ADJ UNCH    ?  
 GA1980
 GA1980.Superseded values are not recommended for survey control.
 GA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1980.See file dsdata.txt to determine how the superseded data were derived.
 GA1980
 GA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV787920(NAD 83)
 GA1980_MARKER: DD = SURVEY DISK
 GA1980_SETTING: 66 = SET IN ROCK OUTCROP
 GA1980_SP_SET: ROCK OUTCROP
 GA1980_STAMPING: LHT 458 1937
 GA1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1980+STABILITY: POSITION/ELEVATION WELL
 GA1980
 GA1980  HISTORY     - Date     Condition        Report By
 GA1980  HISTORY     - 1937     MONUMENTED       TVA
 GA1980
 GA1980                          STATION DESCRIPTION
 GA1980
 GA1980'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1980'3.6 MI NW FROM DANDRIDGE.
 GA1980'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1980'JEFFERSON COUNTY, 0.8 MILE SOUTHEAST OF THE INTERSECTION OF THE
 GA1980'DUMPLIN VALLEY ROAD, ON THE FRANK HODGE PROPERTY, 350 FEET SOUTH
 GA1980'OF THE HOUSE, 250 FEET NORTHEAST OF A LARGE TOBACCO BARN, 85 FEET
 GA1980'EAST OF AN OLD ROAD, 76.8 FEET NORTH OF POLE 259, 64 FEET EAST
 GA1980'OF POLE 258 A, 48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA1980'40 FEET NORTHEAST OF A WIRE FENCE, AND IN THE TOP OF A ROCK
 GA1980'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA1980'LHT 458 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2016 ***********************************************************************
 GA2016  DESIGNATION -  LHT 460
 GA2016  PID         -  GA2016
 GA2016  STATE/COUNTY-  TN/JEFFERSON
 GA2016  USGS QUAD   -  WHITE PINE (1961)
 GA2016
 GA2016                         *CURRENT SURVEY CONTROL
 GA2016  ___________________________________________________________________
 GA2016* NAD 83(1986)-  36 01 48.     (N)    083 19 05.     (W)     SCALED    
 GA2016* NAVD 88     -       321.252  (meters)    1053.97   (feet)  ADJUSTED  
 GA2016  ___________________________________________________________________
 GA2016  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2016  DYNAMIC HT  -         320.951 (meters)    1052.99  (feet)  COMP
 GA2016  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA2016
 GA2016  VERT ORDER  -  SECOND    CLASS 0
 GA2016
 GA2016.The horizontal coordinates were scaled from a topographic map and have
 GA2016.an estimated accuracy of +/- 6 seconds.
 GA2016
 GA2016.The orthometric height was determined by differential leveling
 GA2016.and adjusted by the National Geodetic Survey in June 1991..
 GA2016
 GA2016.The geoid height was determined by GEOID03.
 GA2016
 GA2016.The dynamic height is computed by dividing the NAVD 88
 GA2016.geopotential number by the normal gravity value computed on the
 GA2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2016.degrees latitude (g = 980.6199 gals.).
 GA2016
 GA2016.The modeled gravity was interpolated from observed gravity values.
 GA2016
 GA2016;                    North         East    Units  Estimated Accuracy
 GA2016;SPC TN       -   191,560.      841,680.      MT  (+/- 180 meters Scaled)
 GA2016
 GA2016                          SUPERSEDED SURVEY CONTROL
 GA2016
 GA2016  NGVD 29 (??/??/92)  321.415  (m)         1054.51   (f) ADJ UNCH    2 0
 GA2016
 GA2016.Superseded values are not recommended for survey control.
 GA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2016.See file dsdata.txt to determine how the superseded data were derived.
 GA2016
 GA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV911897(NAD 83)
 GA2016_MARKER: DD = SURVEY DISK
 GA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2016_STAMPING: LHT 460 1937
 GA2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2016+STABILITY: SURFACE MOTION
 GA2016
 GA2016  HISTORY     - Date     Condition        Report By
 GA2016  HISTORY     - 1937     MONUMENTED       TVA
 GA2016  HISTORY     - 1961     GOOD             NGS
 GA2016
 GA2016                          STATION DESCRIPTION
 GA2016
 GA2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2016'1.4 MI SE FROM FRENCH BROAD RIVER.
 GA2016'THIS MARK WAS RECOVERED AS DESCRIBED.  IN JEFFERSON COUNTY, 1.4
 GA2016'MILES SOUTHEAST ALONG U.S. HIGHWAY 25 W FROM FRENCH BROAD RIVER,
 GA2016'0.8 MILE NORTHWEST OF FRENCH BROAD, 230 FEET WEST OF A HOUSE, 150
 GA2016'FEET SOUTHWEST OF A TOBACCO FARM, AT THE JUNCTION OF A ROAD
 GA2016'LEADING NORTHEAST, 15 FEET NORTHEAST OF THE HIGHWAY, 15 FEET
 GA2016'NORTHWEST OF THE SIDE ROAD, 8.4 FEET WEST OF A FENCE CORNER, 4.8
 GA2016'FEET SOUTHEAST OF POLE 621, AND 3 FEET SOUTHWEST OF A WIRE
 GA2016'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA2016'LHT 460 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2018 ***********************************************************************
 GA2018  DESIGNATION -  LHT 461
 GA2018  PID         -  GA2018
 GA2018  STATE/COUNTY-  TN/JEFFERSON
 GA2018  USGS QUAD   -  WHITE PINE (1961)
 GA2018
 GA2018                         *CURRENT SURVEY CONTROL
 GA2018  ___________________________________________________________________
 GA2018* NAD 83(1986)-  36 01 27.     (N)    083 18 18.     (W)     SCALED    
 GA2018* NAVD 88     -       322.574  (meters)    1058.31   (feet)  ADJUSTED  
 GA2018  ___________________________________________________________________
 GA2018  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2018  DYNAMIC HT  -         322.272 (meters)    1057.32  (feet)  COMP
 GA2018  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2018
 GA2018  VERT ORDER  -  SECOND    CLASS 0
 GA2018
 GA2018.The horizontal coordinates were scaled from a topographic map and have
 GA2018.an estimated accuracy of +/- 6 seconds.
 GA2018
 GA2018.The orthometric height was determined by differential leveling
 GA2018.and adjusted by the National Geodetic Survey in June 1991..
 GA2018
 GA2018.The geoid height was determined by GEOID03.
 GA2018
 GA2018.The dynamic height is computed by dividing the NAVD 88
 GA2018.geopotential number by the normal gravity value computed on the
 GA2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2018.degrees latitude (g = 980.6199 gals.).
 GA2018
 GA2018.The modeled gravity was interpolated from observed gravity values.
 GA2018
 GA2018;                    North         East    Units  Estimated Accuracy
 GA2018;SPC TN       -   190,940.      842,880.      MT  (+/- 180 meters Scaled)
 GA2018
 GA2018                          SUPERSEDED SURVEY CONTROL
 GA2018
 GA2018  NGVD 29 (??/??/92)  322.732  (m)         1058.83   (f) ADJ UNCH    2 0
 GA2018
 GA2018.Superseded values are not recommended for survey control.
 GA2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2018.See file dsdata.txt to determine how the superseded data were derived.
 GA2018
 GA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV923890(NAD 83)
 GA2018_MARKER: DD = SURVEY DISK
 GA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2018_STAMPING: LHT 461 1937
 GA2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2018+STABILITY: SURFACE MOTION
 GA2018
 GA2018  HISTORY     - Date     Condition        Report By
 GA2018  HISTORY     - 1937     MONUMENTED       TVA
 GA2018  HISTORY     - 1961     GOOD             NGS
 GA2018
 GA2018                          STATION DESCRIPTION
 GA2018
 GA2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2018'AT FRENCH BROAD.
 GA2018'AT FRENCH BROAD, ON U.S. HIGHWAY 25 W, 135 FEET SOUTHEAST OF A
 GA2018'HOUSE, 130 FEET EAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 GA2018'85 FEET NORTHWEST OF A ROAD LEADING NORTH, 48 FEET WEST OF SWANNS
 GA2018'CASH STORE, 19 FEET NORTHEAST OF THE NORTH EDGE OF THE HIGHWAY
 GA2018'PAVEMENT, 28 FEET WEST OF A FENCE CORNER, AND 2.7 FEET NORTHWEST
 GA2018'OF POLE 662.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA2018'LHT 461 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2019 ***********************************************************************
 GA2019  DESIGNATION -  LHT 462
 GA2019  PID         -  GA2019
 GA2019  STATE/COUNTY-  TN/JEFFERSON
 GA2019  USGS QUAD   -  WHITE PINE (1961)
 GA2019
 GA2019                         *CURRENT SURVEY CONTROL
 GA2019  ___________________________________________________________________
 GA2019* NAD 83(1986)-  36 00 43.     (N)    083 18 00.     (W)     SCALED    
 GA2019* NAVD 88     -       318.05   (+/-2cm)    1043.5    (feet)  VERTCON   
 GA2019  ___________________________________________________________________
 GA2019  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2019
 GA2019  VERT ORDER  -  ? (See Below)
 GA2019
 GA2019.The horizontal coordinates were scaled from a topographic map and have
 GA2019.an estimated accuracy of +/- 6 seconds.
 GA2019
 GA2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2019.The vertical order pertains to the NGVD 29 superseded value.
 GA2019
 GA2019.The geoid height was determined by GEOID03.
 GA2019
 GA2019;                    North         East    Units  Estimated Accuracy
 GA2019;SPC TN       -   189,600.      843,360.      MT  (+/- 180 meters Scaled)
 GA2019
 GA2019                          SUPERSEDED SURVEY CONTROL
 GA2019
 GA2019  NGVD 29 (??/??/92)  318.213  (m)         1044.00   (f) ADJ UNCH    ?  
 GA2019
 GA2019.Superseded values are not recommended for survey control.
 GA2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2019.See file dsdata.txt to determine how the superseded data were derived.
 GA2019
 GA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV927877(NAD 83)
 GA2019_MARKER: DD = SURVEY DISK
 GA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2019_STAMPING: LHT 462 1937
 GA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2019+STABILITY: SURFACE MOTION
 GA2019
 GA2019  HISTORY     - Date     Condition        Report By
 GA2019  HISTORY     - 1937     MONUMENTED       TVA
 GA2019
 GA2019                          STATION DESCRIPTION
 GA2019
 GA2019'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA2019'0.9 MI S FROM FRENCH BROAD.
 GA2019'0.9 MILE SOUTH ALONG U.S. HIGHWAY 25 W FROM FRENCH BROAD, 500
 GA2019'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, 500 FEET
 GA2019'NORTHEAST OF A HOUSE, AT THE MIDDLE OF A HIGHWAY CUT, 23.3 FEET
 GA2019'WEST OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, 8.5 FEET
 GA2019'SOUTHEAST OF A 12-INCH MAPLE TREE, 8 FEET WEST OF THE EDGE OF A
 GA2019'BANK, AND 5 FEET HIGHER THAN THE PAVEMENT.  A TENNESSEE VALLEY
 GA2019'AUTHORITY STANDARD DISK, STAMPED LHT 462 1937 AND SET IN THE TOP
 GA2019'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1840 ***********************************************************************
 FB1840  DESIGNATION -  LHT 560
 FB1840  PID         -  FB1840
 FB1840  STATE/COUNTY-  TN/KNOX
 FB1840  USGS QUAD   -  BOYDS CREEK (1986)
 FB1840
 FB1840                         *CURRENT SURVEY CONTROL
 FB1840  ___________________________________________________________________
 FB1840* NAD 83(1986)-  35 59 51.     (N)    083 42 35.     (W)     SCALED    
 FB1840* NAVD 88     -       310.850  (meters)    1019.85   (feet)  ADJUSTED  
 FB1840  ___________________________________________________________________
 FB1840  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1840  DYNAMIC HT  -         310.561 (meters)    1018.90  (feet)  COMP
 FB1840  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FB1840
 FB1840  VERT ORDER  -  SECOND    CLASS 0
 FB1840
 FB1840.The horizontal coordinates were scaled from a topographic map and have
 FB1840.an estimated accuracy of +/- 6 seconds.
 FB1840
 FB1840.The orthometric height was determined by differential leveling
 FB1840.and adjusted by the National Geodetic Survey in June 1991..
 FB1840
 FB1840.The geoid height was determined by GEOID03.
 FB1840
 FB1840.The dynamic height is computed by dividing the NAVD 88
 FB1840.geopotential number by the normal gravity value computed on the
 FB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1840.degrees latitude (g = 980.6199 gals.).
 FB1840
 FB1840.The modeled gravity was interpolated from observed gravity values.
 FB1840
 FB1840;                    North         East    Units  Estimated Accuracy
 FB1840;SPC TN       -   187,050.      806,480.      MT  (+/- 180 meters Scaled)
 FB1840
 FB1840                          SUPERSEDED SURVEY CONTROL
 FB1840
 FB1840  NGVD 29 (??/??/92)  310.986  (m)         1020.29   (f) ADJ UNCH    2 0
 FB1840
 FB1840.Superseded values are not recommended for survey control.
 FB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1840.See file dsdata.txt to determine how the superseded data were derived.
 FB1840
 FB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV557870(NAD 83)
 FB1840_MARKER: DD = SURVEY DISK
 FB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1840_STAMPING: LHT 560 1938
 FB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1840+STABILITY: SURFACE MOTION
 FB1840
 FB1840  HISTORY     - Date     Condition        Report By
 FB1840  HISTORY     - 1938     MONUMENTED       TVA
 FB1840  HISTORY     - 1961     GOOD             TVA
 FB1840  HISTORY     - 1969     GOOD             TNHD
 FB1840
 FB1840                          STATION DESCRIPTION
 FB1840
 FB1840'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FB1840'5.4 MI NW FROM KODAK.
 FB1840'1.1 MILES SOUTHWEST ALONG THE THORNGROVE PIKE FROM THORNGROVE,
 FB1840'KNOX COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, 27
 FB1840'FEET SOUTHEAST OF THE THORNGROVE PIKE, 10 FEET NORTHEAST OF THE
 FB1840'SIDE ROAD, ON THE W.T. LONES PROPERTY, AT THE NORTHWEST EDGE OF
 FB1840'A SAGE FIELD, 36.3 FEET EAST OF A FENCE CORNER, 26.5 FEET
 FB1840'SOUTHWEST OF AN 11-INCH CEDAR TREE, AND 2 FEET NORTHEAST OF A
 FB1840'WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1840'LHT 560 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1840
 FB1840                          STATION RECOVERY (1969)
 FB1840
 FB1840'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1838 ***********************************************************************
 FB1838  DESIGNATION -  LHT 562
 FB1838  PID         -  FB1838
 FB1838  STATE/COUNTY-  TN/KNOX
 FB1838  USGS QUAD   -  BOYDS CREEK (1986)
 FB1838
 FB1838                         *CURRENT SURVEY CONTROL
 FB1838  ___________________________________________________________________
 FB1838* NAD 83(1986)-  35 58 54.     (N)    083 44 09.     (W)     SCALED    
 FB1838* NAVD 88     -       284.70   (+/-2cm)     934.1    (feet)  VERTCON   
 FB1838  ___________________________________________________________________
 FB1838  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1838
 FB1838  VERT ORDER  -  ? (See Below)
 FB1838
 FB1838.The horizontal coordinates were scaled from a topographic map and have
 FB1838.an estimated accuracy of +/- 6 seconds.
 FB1838
 FB1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1838.The vertical order pertains to the NGVD 29 superseded value.
 FB1838
 FB1838.The geoid height was determined by GEOID03.
 FB1838
 FB1838;                    North         East    Units  Estimated Accuracy
 FB1838;SPC TN       -   185,240.      804,170.      MT  (+/- 180 meters Scaled)
 FB1838
 FB1838                          SUPERSEDED SURVEY CONTROL
 FB1838
 FB1838  NGVD 29 (??/??/92)  284.841  (m)          934.52   (f) ADJ UNCH    ?  
 FB1838
 FB1838.Superseded values are not recommended for survey control.
 FB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1838.See file dsdata.txt to determine how the superseded data were derived.
 FB1838
 FB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV533853(NAD 83)
 FB1838_MARKER: DD = SURVEY DISK
 FB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1838_STAMPING: LHT 562 1938
 FB1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1838+STABILITY: SURFACE MOTION
 FB1838
 FB1838  HISTORY     - Date     Condition        Report By
 FB1838  HISTORY     - 1938     MONUMENTED       TVA
 FB1838  HISTORY     - 1969     GOOD             TNHD
 FB1838
 FB1838                          STATION DESCRIPTION
 FB1838
 FB1838'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1838'2.9 MI SW FROM THORNGROVE.
 FB1838'2.9 MILES SOUTHWEST ALONG THE THORNGROVE PIKE FROM THORNGROVE,
 FB1838'AT THE JUNCTION OF THE MOULDEN HOLLOW ROAD LEADING SOUTH ON THE
 FB1838'J.H. BROGDEN PROPERTY, 125 FEET SOUTHEAST OF THE HOUSE, 22.6
 FB1838'FEET WEST OF THE SOUTHWEST CORNER OF THE GARAGE, 12 FEET NORTHWEST
 FB1838'OF THE THORNGROVE PIKE, IN LINE WITH THE EAST EDGE OF THE MOULDEN
 FB1838'HOLLOW ROAD, 2.4 FEET SOUTHEAST OF POWER-TRANSMISSION LINE POLE
 FB1838'133, AND 4 FEET NORTH OF A FENCE CORNER.  A TENNESSEE VALLEY
 FB1838'AUTHORITY STANDARD DISK, STAMPED LHT 562 1938 AND SET IN THE TOP
 FB1838'OF A CONCRETE POST.
 FB1838
 FB1838                          STATION RECOVERY (1969)
 FB1838
 FB1838'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1837 ***********************************************************************
 FB1837  DESIGNATION -  LHT 563
 FB1837  PID         -  FB1837
 FB1837  STATE/COUNTY-  TN/KNOX
 FB1837  USGS QUAD   -  SHOOKS GAP (1987)
 FB1837
 FB1837                         *CURRENT SURVEY CONTROL
 FB1837  ___________________________________________________________________
 FB1837* NAD 83(1986)-  35 58 34.     (N)    083 45 11.     (W)     SCALED    
 FB1837* NAVD 88     -       297.78   (+/-2cm)     977.0    (feet)  VERTCON   
 FB1837  ___________________________________________________________________
 FB1837  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1837
 FB1837  VERT ORDER  -  ? (See Below)
 FB1837
 FB1837.The horizontal coordinates were scaled from a topographic map and have
 FB1837.an estimated accuracy of +/- 6 seconds.
 FB1837
 FB1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1837.The vertical order pertains to the NGVD 29 superseded value.
 FB1837
 FB1837.The geoid height was determined by GEOID03.
 FB1837
 FB1837;                    North         East    Units  Estimated Accuracy
 FB1837;SPC TN       -   184,590.      802,630.      MT  (+/- 180 meters Scaled)
 FB1837
 FB1837                          SUPERSEDED SURVEY CONTROL
 FB1837
 FB1837  NGVD 29 (??/??/92)  297.924  (m)          977.44   (f) ADJ UNCH    ?  
 FB1837
 FB1837.Superseded values are not recommended for survey control.
 FB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1837.See file dsdata.txt to determine how the superseded data were derived.
 FB1837
 FB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV517848(NAD 83)
 FB1837_MARKER: DD = SURVEY DISK
 FB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1837_STAMPING: LHT 563 1938
 FB1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1837+STABILITY: SURFACE MOTION
 FB1837
 FB1837  HISTORY     - Date     Condition        Report By
 FB1837  HISTORY     - 1938     MONUMENTED       TVA
 FB1837  HISTORY     - 1969     GOOD             TNDT
 FB1837
 FB1837                          STATION DESCRIPTION
 FB1837
 FB1837'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1837'1 MI NE FROM RIVERDALE.
 FB1837'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 FB1837'RIVERDALE, 0.2 MILE NORTH OF THE JUNCTION OF THE FLINT GAP ROAD,
 FB1837'ON THE J.M. HUFFACRE PROPERTY, AT A FARM-ROAD INTERSECTION, 150
 FB1837'FEET NORTHEAST OF A CORNER POWER-TRANSMISSION-LINE POLE, 125 FEET
 FB1837'NORTHEAST OF A TWO-STORY FARMHOUSE, 49.6 FEET NORTHEAST OF A
 FB1837'38-INCH WHITE OAK TREE AT THE EAST CORNER OF A BLACKSMITH SHOP,
 FB1837'26.1 FEET NORTHEAST OF THE CORNER OF A TOOLHOUSE, AND 5 FEET
 FB1837'SOUTHWEST OF A POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1837'STAMPED LHT 563 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1837
 FB1837                          STATION RECOVERY (1969)
 FB1837
 FB1837'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1837'2 FT. SW OF MWP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1834 ***********************************************************************
 FB1834  DESIGNATION -  LHT 564
 FB1834  PID         -  FB1834
 FB1834  STATE/COUNTY-  TN/KNOX
 FB1834  USGS QUAD   -  SHOOKS GAP (1987)
 FB1834
 FB1834                         *CURRENT SURVEY CONTROL
 FB1834  ___________________________________________________________________
 FB1834* NAD 83(1986)-  35 57 30.     (N)    083 46 35.     (W)     SCALED    
 FB1834* NAVD 88     -       266.71   (+/-2cm)     875.0    (feet)  VERTCON   
 FB1834  ___________________________________________________________________
 FB1834  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1834
 FB1834  VERT ORDER  -  ? (See Below)
 FB1834
 FB1834.The horizontal coordinates were scaled from a topographic map and have
 FB1834.an estimated accuracy of +/- 6 seconds.
 FB1834
 FB1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1834.The vertical order pertains to the NGVD 29 superseded value.
 FB1834
 FB1834.The geoid height was determined by GEOID03.
 FB1834
 FB1834;                    North         East    Units  Estimated Accuracy
 FB1834;SPC TN       -   182,570.      800,570.      MT  (+/- 180 meters Scaled)
 FB1834
 FB1834                          SUPERSEDED SURVEY CONTROL
 FB1834
 FB1834  NGVD 29 (??/??/92)  266.855  (m)          875.51   (f) ADJ UNCH    ?  
 FB1834
 FB1834.Superseded values are not recommended for survey control.
 FB1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1834.See file dsdata.txt to determine how the superseded data were derived.
 FB1834
 FB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV496828(NAD 83)
 FB1834_MARKER: DD = SURVEY DISK
 FB1834_SETTING: 66 = SET IN ROCK OUTCROP
 FB1834_SP_SET: ROCK OUTCROP
 FB1834_STAMPING: LHT 564 1938
 FB1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1834+STABILITY: POSITION/ELEVATION WELL
 FB1834
 FB1834  HISTORY     - Date     Condition        Report By
 FB1834  HISTORY     - 1938     MONUMENTED       TVA
 FB1834  HISTORY     - 1969     MARK NOT FOUND   TNHD
 FB1834  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1834
 FB1834                          STATION DESCRIPTION
 FB1834
 FB1834'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1834'2.4 MI E FROM MARBLEDALE.
 FB1834'2.4 MILES (AIRLINE) EAST OF MARBLEDALE, KNOX COUNTY, AT THE ROAD
 FB1834'INTERSECTION AT RIVERDALE FERRY ON FRENCH BROAD RIVER, 200 FEET
 FB1834'NORTHEAST OF THE INTERSECTION, 200 FEET NORTHWEST OF RIVERDALE
 FB1834'FERRY, 175 FEET NORTHEAST OF A TWO-STORY STORE BUILDING, ON THE
 FB1834'PROPERTY OF J.A. FRAZIER, 110 FEET SOUTH OF A ONE-STORY HOUSE
 FB1834'IS A GROVE OF TREES, IN A BOULDER-COVERED LOT, 37.7 FEET SOUTHEAST
 FB1834'OF A VACANT POWER-TRANSMISSION-LINE GUY POLE, 13.6 FEET SOUTHWEST
 FB1834'OF AN 18-INCH CEDAR TREE, 34.5 FEET SOUTH OF AN 8-INCH WALNUT
 FB1834'TREE, AND IN THE TOP OF A LIMESTONE OUTCROP.  A TENNESSEE VALLEY
 FB1834'AUTHORITY STANDARD DISK, STAMPED LHT 564 1938.
 FB1834
 FB1834                          STATION RECOVERY (1969)
 FB1834
 FB1834'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1834'MARK NOT FOUND.
 FB1834
 FB1834                          STATION RECOVERY (1969)
 FB1834
 FB1834'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1833 ***********************************************************************
 FB1833  DESIGNATION -  LHT 565
 FB1833  PID         -  FB1833
 FB1833  STATE/COUNTY-  TN/KNOX
 FB1833  USGS QUAD   -  SHOOKS GAP (1987)
 FB1833
 FB1833                         *CURRENT SURVEY CONTROL
 FB1833  ___________________________________________________________________
 FB1833* NAD 83(1986)-  35 57 54.     (N)    083 47 50.     (W)     SCALED    
 FB1833* NAVD 88     -       274.54   (+/-2cm)     900.7    (feet)  VERTCON   
 FB1833  ___________________________________________________________________
 FB1833  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1833
 FB1833  VERT ORDER  -  ? (See Below)
 FB1833
 FB1833.The horizontal coordinates were scaled from a topographic map and have
 FB1833.an estimated accuracy of +/- 6 seconds.
 FB1833
 FB1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1833.The vertical order pertains to the NGVD 29 superseded value.
 FB1833
 FB1833.The geoid height was determined by GEOID03.
 FB1833
 FB1833;                    North         East    Units  Estimated Accuracy
 FB1833;SPC TN       -   183,270.      798,670.      MT  (+/- 180 meters Scaled)
 FB1833
 FB1833                          SUPERSEDED SURVEY CONTROL
 FB1833
 FB1833  NGVD 29 (??/??/92)  274.684  (m)          901.19   (f) ADJ UNCH    ?  
 FB1833
 FB1833.Superseded values are not recommended for survey control.
 FB1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1833.See file dsdata.txt to determine how the superseded data were derived.
 FB1833
 FB1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV477836(NAD 83)
 FB1833_MARKER: DD = SURVEY DISK
 FB1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1833_STAMPING: LHT 565 1938
 FB1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1833+STABILITY: SURFACE MOTION
 FB1833
 FB1833  HISTORY     - Date     Condition        Report By
 FB1833  HISTORY     - 1938     MONUMENTED       TVA
 FB1833  HISTORY     - 1969     MARK NOT FOUND   TNHD
 FB1833  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1833
 FB1833                          STATION DESCRIPTION
 FB1833
 FB1833'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1833'1.3 MI NE FROM MARBLEDALE.
 FB1833'1.3 MILES (AIRLINE) NORTHEAST OF MARBLEDALE, 1.3 MILES NORTHWEST
 FB1833'OF RIVERDALE FERRY, AT THE JUNCTION OF THE FLINT GAP-ASBURY ROAD
 FB1833'AND THE ROAD LEADING SOUTHEAST TO RIVERDALE FERRY, ON THE PROPERTY
 FB1833'OF THE MARBLEDALE BAPTIST CHURCH, 300 FEET EAST OF THE JUNCTION
 FB1833'OF THE ROADS, 450 FEET EAST OF A ONE-STORY HOUSE OPPOSITE THE
 FB1833'JUNCTION OF A ROAD LEADING NORTH, 350 FEET SOUTH OF ANOTHER
 FB1833'ONE-STORY FRAME HOUSE, 72.5 FEET SOUTHEAST OF THE NORTHEAST
 FB1833'CORNER OF THE CHURCH, 44.3 FEET SOUTHEAST OF THE SOUTHEAST
 FB1833'CORNER OF THE CHURCH, 75.1 FEET NORTHEAST OF POLE 357, IN THE
 FB1833'BACK YARD OF THE CHURCH, AND DIRECTLY BETWEEN TWO OUTDOOR TOILETS.
 FB1833'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 565 1938
 FB1833'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS COVERED
 FB1833'WITH 6 FEET OF FILL DIRT.
 FB1833
 FB1833                          STATION RECOVERY (1969)
 FB1833
 FB1833'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1833'MARK NOT FOUND.
 FB1833
 FB1833                          STATION RECOVERY (1969)
 FB1833
 FB1833'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1831 ***********************************************************************
 FB1831  DESIGNATION -  LHT 567
 FB1831  PID         -  FB1831
 FB1831  STATE/COUNTY-  TN/KNOX
 FB1831  USGS QUAD   -  SHOOKS GAP (1987)
 FB1831
 FB1831                         *CURRENT SURVEY CONTROL
 FB1831  ___________________________________________________________________
 FB1831* NAD 83(1986)-  35 57 04.     (N)    083 49 42.     (W)     SCALED    
 FB1831* NAVD 88     -       267.81   (+/-2cm)     878.6    (feet)  VERTCON   
 FB1831  ___________________________________________________________________
 FB1831  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1831
 FB1831  VERT ORDER  -  ? (See Below)
 FB1831
 FB1831.The horizontal coordinates were scaled from a topographic map and have
 FB1831.an estimated accuracy of +/- 6 seconds.
 FB1831
 FB1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1831.The vertical order pertains to the NGVD 29 superseded value.
 FB1831
 FB1831.The geoid height was determined by GEOID03.
 FB1831
 FB1831;                    North         East    Units  Estimated Accuracy
 FB1831;SPC TN       -   181,670.      795,900.      MT  (+/- 180 meters Scaled)
 FB1831
 FB1831                          SUPERSEDED SURVEY CONTROL
 FB1831
 FB1831  NGVD 29 (??/??/92)  267.957  (m)          879.12   (f) ADJ UNCH    ?  
 FB1831
 FB1831.Superseded values are not recommended for survey control.
 FB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1831.See file dsdata.txt to determine how the superseded data were derived.
 FB1831
 FB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV448822(NAD 83)
 FB1831_MARKER: DD = SURVEY DISK
 FB1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1831_STAMPING: LHT 567 1938
 FB1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1831+STABILITY: SURFACE MOTION
 FB1831
 FB1831  HISTORY     - Date     Condition        Report By
 FB1831  HISTORY     - 1938     MONUMENTED       TVA
 FB1831  HISTORY     - 1969     GOOD             TNDT
 FB1831
 FB1831                          STATION DESCRIPTION
 FB1831
 FB1831'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1831'AT ASBURY.
 FB1831'AT ASBURY, ON THE KNOXVILLE-ASBURY ROAD, 250 FEET SOUTHEAST OF
 FB1831'THE JUNCTION OF A ROAD LEADING SOUTHWEST TO ASBURY CEMETERY, ON
 FB1831'THE PROPERTY OF THE ASBURY METHODIST CHURCH, IN THE FENCE LINE
 FB1831'ON THE WEST SIDE OF THE FRONT YARD, 54.7 FEET WEST OF THE WEST
 FB1831'CORNER OF THE TOP STEP OF THE CHURCH, 100 FEET NORTHEAST ACROSS
 FB1831'THE ROAD FROM POWER-TRANSMISSION LINE POLE 156, 90 FEET WEST OF
 FB1831'A FENCE PRODUCED FROM THE CENTERLINE OF THE ROAD, 25 FEET NORTHEAST
 FB1831'OF A 10-INCH HACKBERRY TREE, AND 22 FEET NORTHEAST OF A 5-INCH
 FB1831'WILD CHERRY TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1831'STAMPED LHT 567 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1831
 FB1831                          STATION RECOVERY (1969)
 FB1831
 FB1831'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1831'54.7 FT. W OF W CORNER OF TOP STEP TO RES., 100 FT. NE AND ACROSS RD.
 FB1831'FROM PLP NO. 80, 25 FT. NE OF A 30 IN. HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1935 ***********************************************************************
 FB1935  DESIGNATION -  LHT 568
 FB1935  PID         -  FB1935
 FB1935  STATE/COUNTY-  TN/BLOUNT
 FB1935  USGS QUAD   -  MARYVILLE (1979)
 FB1935
 FB1935                         *CURRENT SURVEY CONTROL
 FB1935  ___________________________________________________________________
 FB1935* NAD 83(1986)-  35 49 24.     (N)    083 56 20.     (W)     SCALED    
 FB1935* NAVD 88     -       254.492  (meters)     834.95   (feet)  ADJUSTED  
 FB1935  ___________________________________________________________________
 FB1935  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1935  DYNAMIC HT  -         254.254 (meters)     834.16  (feet)  COMP
 FB1935  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FB1935
 FB1935  VERT ORDER  -  FIRST     CLASS II
 FB1935
 FB1935.The horizontal coordinates were scaled from a topographic map and have
 FB1935.an estimated accuracy of +/- 6 seconds.
 FB1935
 FB1935.The orthometric height was determined by differential leveling
 FB1935.and adjusted by the National Geodetic Survey in June 1991..
 FB1935
 FB1935.The geoid height was determined by GEOID03.
 FB1935
 FB1935.The dynamic height is computed by dividing the NAVD 88
 FB1935.geopotential number by the normal gravity value computed on the
 FB1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1935.degrees latitude (g = 980.6199 gals.).
 FB1935
 FB1935.The modeled gravity was interpolated from observed gravity values.
 FB1935
 FB1935;                    North         East    Units  Estimated Accuracy
 FB1935;SPC TN       -   167,280.      786,230.      MT  (+/- 180 meters Scaled)
 FB1935
 FB1935                          SUPERSEDED SURVEY CONTROL
 FB1935
 FB1935  NGVD 29 (12/12/91)  254.625  (m)          835.38   (f) ADJUSTED    1 2
 FB1935
 FB1935.Superseded values are not recommended for survey control.
 FB1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1935.See file dsdata.txt to determine how the superseded data were derived.
 FB1935
 FB1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV344683(NAD 83)
 FB1935_MARKER: DD = SURVEY DISK
 FB1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1935_STAMPING: LHT 568 1938
 FB1935_MARK LOGO: TVA   
 FB1935_PROJECTION: PROJECTING 30 CENTIMETERS
 FB1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1935+STABILITY: SURFACE MOTION
 FB1935
 FB1935  HISTORY     - Date     Condition        Report By
 FB1935  HISTORY     - 1938     MONUMENTED       TVA
 FB1935  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1935  HISTORY     - 1983     GOOD             NGS
 FB1935
 FB1935                          STATION DESCRIPTION
 FB1935
 FB1935'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1935'5 MI NE FROM MARYVILLE.
 FB1935'5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 129 FROM MARYVILLE, 0.7
 FB1935'MILE SOUTH OF ROCKFORD, 400 FEET SOUTHEAST OF THE JUNCTION OF
 FB1935'THE WILDWOOD ROAD, 500 FEET NORTHWEST OF A 2-STORY FARMHOUSE,
 FB1935'110 FEET WEST OF A 1-STORY FARMHOUSE, 53.2 FEET NORTHWEST OF THE
 FB1935'NORTHEAST CORNER OF A LARGE BARN, 50 FEET SOUTHWEST OF A FENCE
 FB1935'CORNER, 15.4 FEET NORTHEAST OF THE NORTHEAST POST OF A GATE, AND
 FB1935'AT A FENCE MIDWAY BETWEEN THE HIGHWAY AND THE WILDWOOD ROAD.  A
 FB1935'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 568 1938
 FB1935'AND SET IN THE TOP OF A CONCRETE POST.
 FB1935
 FB1935                          STATION RECOVERY (1968)
 FB1935
 FB1935'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1935'MARK NOT FOUND.
 FB1935
 FB1935                          STATION RECOVERY (1983)
 FB1935
 FB1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1935'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 8.0 KM (5.0 MI)
 FB1935'NORTHEAST ALONG STATE HIGHWAY 33 FROM THE INTERSECTION OF WASHINGTON
 FB1935'STREET IN MARYVILLE TO THE JUNCTION OF MARTIN MILL PIKE, THENCE
 FB1935'0.08 KM (0.05 MI) SOUTHEAST ALONG MARTIN MILL PIKE TO THE MARK ON THE
 FB1935'RIGHT, 19.20 METERS (63.0 FT) SOUTHWEST OF THE CENTERLINE OF MARTIN
 FB1935'MILL PIKE, 17.46 METERS (57.3 FT) NORTH-NORTHWEST OF THE NORTHEAST
 FB1935'CORNER OF A LARGE WOODEN BARN, 14.75 METERS (48.4 FT) SOUTHWEST OF
 FB1935'UTILITY POLE 2, 3.63 METERS (11.9 FT) NORTHEAST OF THE NORTHEAST
 FB1935'CORNER OF A SMALL BARN.
 FB1935'THE MARK IS 0.91 M ABOVE MARTIN MILL PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1937 ***********************************************************************
 FB1937  DESIGNATION -  LHT 569
 FB1937  PID         -  FB1937
 FB1937  STATE/COUNTY-  TN/BLOUNT
 FB1937  USGS QUAD   -  MARYVILLE (1979)
 FB1937
 FB1937                         *CURRENT SURVEY CONTROL
 FB1937  ___________________________________________________________________
 FB1937* NAD 83(1986)-  35 49 12.     (N)    083 54 05.     (W)     SCALED    
 FB1937* NAVD 88     -       262.14   (+/-2cm)     860.0    (feet)  VERTCON   
 FB1937  ___________________________________________________________________
 FB1937  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FB1937
 FB1937  VERT ORDER  -  ? (See Below)
 FB1937
 FB1937.The horizontal coordinates were scaled from a topographic map and have
 FB1937.an estimated accuracy of +/- 6 seconds.
 FB1937
 FB1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1937.The vertical order pertains to the NGVD 29 superseded value.
 FB1937
 FB1937.The geoid height was determined by GEOID03.
 FB1937
 FB1937;                    North         East    Units  Estimated Accuracy
 FB1937;SPC TN       -   166,980.      789,620.      MT  (+/- 180 meters Scaled)
 FB1937
 FB1937                          SUPERSEDED SURVEY CONTROL
 FB1937
 FB1937  NGVD 29 (??/??/92)  262.271  (m)          860.47   (f) ADJ UNCH    ?  
 FB1937
 FB1937.Superseded values are not recommended for survey control.
 FB1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1937.See file dsdata.txt to determine how the superseded data were derived.
 FB1937
 FB1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV378678(NAD 83)
 FB1937_MARKER: DD = SURVEY DISK
 FB1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1937_STAMPING: LHT 569 1938
 FB1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1937+STABILITY: SURFACE MOTION
 FB1937
 FB1937  HISTORY     - Date     Condition        Report By
 FB1937  HISTORY     - 1938     MONUMENTED       TVA
 FB1937
 FB1937                          STATION DESCRIPTION
 FB1937
 FB1937'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1937'6.3 MI NE FROM MARYVILLE.
 FB1937'6.3 MILES NORTHEAST OF MARYVILLE, 3.0 MILES SOUTHEAST ALONG THE
 FB1937'WILDWOOD ROAD FROM ROCKFORD, 500 FEET WEST OF THE JUNCTION OF
 FB1937'THE CENTRAL POINT CHURCH ROAD, 500 FEET NORTHEAST OF A 1-STORY
 FB1937'FARMHOUSE, 49.6 FEET SOUTHWEST OF A 12-INCH WALNUT TREE, 41.3
 FB1937'FEET NORTHWEST OF A 40-INCH ELM TREE AT THE UPSTREAM END OF A
 FB1937'CULVERT, 7.9 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE, AND ON THE
 FB1937'NORTH SIDE OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1937'DISK, STAMPED LHT 569 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1939 ***********************************************************************
 FB1939  DESIGNATION -  LHT 570
 FB1939  PID         -  FB1939
 FB1939  STATE/COUNTY-  TN/BLOUNT
 FB1939  USGS QUAD   -  WILDWOOD (1988)
 FB1939
 FB1939                         *CURRENT SURVEY CONTROL
 FB1939  ___________________________________________________________________
 FB1939* NAD 83(1986)-  35 48 02.     (N)    083 52 00.     (W)     SCALED    
 FB1939* NAVD 88     -       294.14   (+/-2cm)     965.0    (feet)  VERTCON   
 FB1939  ___________________________________________________________________
 FB1939  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1939
 FB1939  VERT ORDER  -  ? (See Below)
 FB1939
 FB1939.The horizontal coordinates were scaled from a topographic map and have
 FB1939.an estimated accuracy of +/- 6 seconds.
 FB1939
 FB1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1939.The vertical order pertains to the NGVD 29 superseded value.
 FB1939
 FB1939.The geoid height was determined by GEOID03.
 FB1939
 FB1939;                    North         East    Units  Estimated Accuracy
 FB1939;SPC TN       -   164,890.      792,810.      MT  (+/- 180 meters Scaled)
 FB1939
 FB1939                          SUPERSEDED SURVEY CONTROL
 FB1939
 FB1939  NGVD 29 (??/??/92)  294.269  (m)          965.45   (f) ADJ UNCH    ?  
 FB1939
 FB1939.Superseded values are not recommended for survey control.
 FB1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1939.See file dsdata.txt to determine how the superseded data were derived.
 FB1939
 FB1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409656(NAD 83)
 FB1939_MARKER: DD = SURVEY DISK
 FB1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1939_STAMPING: LHT 570 1938
 FB1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1939+STABILITY: SURFACE MOTION
 FB1939
 FB1939  HISTORY     - Date     Condition        Report By
 FB1939  HISTORY     - 1938     MONUMENTED       TVA
 FB1939  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1939
 FB1939                          STATION DESCRIPTION
 FB1939
 FB1939'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1939'7 MI NE FROM MARYVILLE.
 FB1939'7.0 MILES NORTHEAST OF MARYVILLE, 5 MILES SOUTHEAST ALONG THE
 FB1939'WILDWOOD ROAD FROM ROCKFORD, AT THE SOUTH EDGE OF WILDWOOD,
 FB1939'ON THE P.A. WATERS PROPERTY, 325 FEET SOUTHEAST OF A 1-STORY
 FB1939'HOUSE, 325 FEET SOUTH OF A 24-INCH FORKED CHERRY TREE, 125 FEET
 FB1939'SOUTHEAST OF THE JUNCTION OF A DRIVEWAY LEADING TO A STONE HOUSE,
 FB1939'177.9 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE STONE
 FB1939'HOUSE, AND 114.9 FEET SOUTHEAST OF A MAIL-BOX POST.  A TENNESSEE
 FB1939'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 570 1938 AND SET
 FB1939'IN THE TOP OF A CONCRETE POST.
 FB1939
 FB1939                          STATION RECOVERY (1968)
 FB1939
 FB1939'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1940 ***********************************************************************
 FB1940  DESIGNATION -  LHT 571
 FB1940  PID         -  FB1940
 FB1940  STATE/COUNTY-  TN/BLOUNT
 FB1940  USGS QUAD   -  WILDWOOD (1988)
 FB1940
 FB1940                         *CURRENT SURVEY CONTROL
 FB1940  ___________________________________________________________________
 FB1940* NAD 83(1986)-  35 47 41.     (N)    083 51 28.     (W)     SCALED    
 FB1940* NAVD 88     -       296.76   (+/-2cm)     973.6    (feet)  VERTCON   
 FB1940  ___________________________________________________________________
 FB1940  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1940
 FB1940  VERT ORDER  -  ? (See Below)
 FB1940
 FB1940.The horizontal coordinates were scaled from a topographic map and have
 FB1940.an estimated accuracy of +/- 6 seconds.
 FB1940
 FB1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1940.The vertical order pertains to the NGVD 29 superseded value.
 FB1940
 FB1940.The geoid height was determined by GEOID03.
 FB1940
 FB1940;                    North         East    Units  Estimated Accuracy
 FB1940;SPC TN       -   164,260.      793,630.      MT  (+/- 180 meters Scaled)
 FB1940
 FB1940                          SUPERSEDED SURVEY CONTROL
 FB1940
 FB1940  NGVD 29 (??/??/92)  296.888  (m)          974.04   (f) ADJ UNCH    ?  
 FB1940
 FB1940.Superseded values are not recommended for survey control.
 FB1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1940.See file dsdata.txt to determine how the superseded data were derived.
 FB1940
 FB1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV417649(NAD 83)
 FB1940_MARKER: DD = SURVEY DISK
 FB1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1940_STAMPING: LHT 571 1938
 FB1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1940+STABILITY: SURFACE MOTION
 FB1940
 FB1940  HISTORY     - Date     Condition        Report By
 FB1940  HISTORY     - 1938     MONUMENTED       TVA
 FB1940
 FB1940                          STATION DESCRIPTION
 FB1940
 FB1940'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1940'7 MI NE FROM MARYVILLE.
 FB1940'7.0 MILES NORTHEAST OF MARYVILLE, 1.0 MILE SOUTHEAST OF WILDWOOD,
 FB1940'AT THE JUNCTION OF THE WILDWOOD ROAD AND STATE HIGHWAY 35, 250
 FB1940'FEET SOUTHWEST OF A 1-STORY FARMHOUSE, 150 FEET SOUTH OF THE ROAD
 FB1940'JUNCTION, 90 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 FB1940'SIDE ROAD LEADING TO A BARN, 45.2 FEET NORTHEAST OF THE NORTHEAST
 FB1940'CORNER OF A 2-STORY BARN, 14.6 FEET NORTHWEST OF A 6-INCH PINE
 FB1940'TREE, AND 8 FEET NORTHEAST OF A GARDEN CORNER POST AND GATEPOST.
 FB1940'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 571 1938
 FB1940'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1941 ***********************************************************************
 FB1941  DESIGNATION -  LHT 572
 FB1941  PID         -  FB1941
 FB1941  STATE/COUNTY-  TN/BLOUNT
 FB1941  USGS QUAD   -  WILDWOOD (1988)
 FB1941
 FB1941                         *CURRENT SURVEY CONTROL
 FB1941  ___________________________________________________________________
 FB1941* NAD 83(1986)-  35 48 34.     (N)    083 50 20.     (W)     SCALED    
 FB1941* NAVD 88     -       314.70   (+/-2cm)    1032.5    (feet)  VERTCON   
 FB1941  ___________________________________________________________________
 FB1941  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1941
 FB1941  VERT ORDER  -  ? (See Below)
 FB1941
 FB1941.The horizontal coordinates were scaled from a topographic map and have
 FB1941.an estimated accuracy of +/- 6 seconds.
 FB1941
 FB1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1941.The vertical order pertains to the NGVD 29 superseded value.
 FB1941
 FB1941.The geoid height was determined by GEOID03.
 FB1941
 FB1941;                    North         East    Units  Estimated Accuracy
 FB1941;SPC TN       -   165,930.      795,300.      MT  (+/- 180 meters Scaled)
 FB1941
 FB1941                          SUPERSEDED SURVEY CONTROL
 FB1941
 FB1941  NGVD 29 (??/??/92)  314.831  (m)         1032.91   (f) ADJ UNCH    ?  
 FB1941
 FB1941.Superseded values are not recommended for survey control.
 FB1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1941.See file dsdata.txt to determine how the superseded data were derived.
 FB1941
 FB1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434665(NAD 83)
 FB1941_MARKER: DD = SURVEY DISK
 FB1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1941_STAMPING: LHT 572 1938
 FB1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1941+STABILITY: SURFACE MOTION
 FB1941
 FB1941  HISTORY     - Date     Condition        Report By
 FB1941  HISTORY     - 1938     MONUMENTED       TVA
 FB1941  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1941
 FB1941                          STATION DESCRIPTION
 FB1941
 FB1941'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1941'8.5 MI NE FROM MARYVILLE.
 FB1941'8.5 MILES NORTHEAST OF MARYVILLE, BLOUNT COUNTY, 2 MILES NORTHEAST
 FB1941'OF WILDWOOD, ON STATE HIGHWAY 35, AT THE JUNCTION OF THE UNION
 FB1941'TEMPLE ROAD, 125 FEET NORTHEAST OF A 28-INCH HICKORY TREE AT THE
 FB1941'ROAD JUNCTION, 100 FEET NORTHWEST OF A 1-STORY FRAME HOUSE, ON THE
 FB1941'NORTHEAST SIDE OF THE DRIVEWAY, ON THE NORTHEAST EDGE OF THE LAWN,
 FB1941'27.3 FEET NORTHEAST OF A 14-INCH MAPLE TREE, 24.9 FEET
 FB1941'NORTH-NORTHWEST OF THE NORTHEAST END TREE OF A ROW OF APPLE TREES,
 FB1941'AND 20.4 FEET SOUTHEAST OF THE NORTHEAST POST OF A GATE.  A
 FB1941'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 572 1938
 FB1941'AND SET IN THE TOP OF A CONCRETE POST.
 FB1941
 FB1941                          STATION RECOVERY (1968)
 FB1941
 FB1941'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1942 ***********************************************************************
 FB1942  DESIGNATION -  LHT 573
 FB1942  PID         -  FB1942
 FB1942  STATE/COUNTY-  TN/BLOUNT
 FB1942  USGS QUAD   -  WILDWOOD (1988)
 FB1942
 FB1942                         *CURRENT SURVEY CONTROL
 FB1942  ___________________________________________________________________
 FB1942* NAD 83(1986)-  35 48 58.     (N)    083 49 47.     (W)     SCALED    
 FB1942* NAVD 88     -       320.38   (+/-2cm)    1051.1    (feet)  VERTCON   
 FB1942  ___________________________________________________________________
 FB1942  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1942
 FB1942  VERT ORDER  -  ? (See Below)
 FB1942
 FB1942.The horizontal coordinates were scaled from a topographic map and have
 FB1942.an estimated accuracy of +/- 6 seconds.
 FB1942
 FB1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1942.The vertical order pertains to the NGVD 29 superseded value.
 FB1942
 FB1942.The geoid height was determined by GEOID03.
 FB1942
 FB1942;                    North         East    Units  Estimated Accuracy
 FB1942;SPC TN       -   166,690.      796,110.      MT  (+/- 180 meters Scaled)
 FB1942
 FB1942                          SUPERSEDED SURVEY CONTROL
 FB1942
 FB1942  NGVD 29 (??/??/92)  320.510  (m)         1051.54   (f) ADJ UNCH    ?  
 FB1942
 FB1942.Superseded values are not recommended for survey control.
 FB1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1942.See file dsdata.txt to determine how the superseded data were derived.
 FB1942
 FB1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV443672(NAD 83)
 FB1942_MARKER: DD = SURVEY DISK
 FB1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1942_STAMPING: LHT 573 1938
 FB1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1942+STABILITY: SURFACE MOTION
 FB1942
 FB1942  HISTORY     - Date     Condition        Report By
 FB1942  HISTORY     - 1938     MONUMENTED       TVA
 FB1942
 FB1942                          STATION DESCRIPTION
 FB1942
 FB1942'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1942'9.3 MI NE FROM MARYVILLE.
 FB1942'9.3 MILES NORTHEAST OF MARYVILLE, 2.5 MILES NORTHEAST OF WILDWOOD,
 FB1942'ON STATE HIGHWAY 35, 400 FEET WEST OF THE JUNCTION OF A COUNTY
 FB1942'ROAD LEADING NORTHWEST, 375 FEET SOUTHWEST OF A LARGE BARN,
 FB1942'135 FEET NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST
 FB1942'TO PROSPECT SCHOOL, 50 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 FB1942'1-1/2 STORY HOUSE, 66 FEET EAST OF A 5-INCH WHITE OAK TREE, AND AT
 FB1942'A NORTH-AND-SOUTH FENCE BETWEEN THE FRONT YARD AND THE GARDEN.
 FB1942'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 573 1938
 FB1942'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1943 ***********************************************************************
 FB1943  DESIGNATION -  LHT 574
 FB1943  PID         -  FB1943
 FB1943  STATE/COUNTY-  TN/BLOUNT
 FB1943  USGS QUAD   -  WILDWOOD (1988)
 FB1943
 FB1943                         *CURRENT SURVEY CONTROL
 FB1943  ___________________________________________________________________
 FB1943* NAD 83(1986)-  35 49 30.     (N)    083 48 43.     (W)     SCALED    
 FB1943* NAVD 88     -       313.90   (+/-2cm)    1029.9    (feet)  VERTCON   
 FB1943  ___________________________________________________________________
 FB1943  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1943
 FB1943  VERT ORDER  -  ? (See Below)
 FB1943
 FB1943.The horizontal coordinates were scaled from a topographic map and have
 FB1943.an estimated accuracy of +/- 6 seconds.
 FB1943
 FB1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1943.The vertical order pertains to the NGVD 29 superseded value.
 FB1943
 FB1943.The geoid height was determined by GEOID03.
 FB1943
 FB1943;                    North         East    Units  Estimated Accuracy
 FB1943;SPC TN       -   167,710.      797,690.      MT  (+/- 180 meters Scaled)
 FB1943
 FB1943                          SUPERSEDED SURVEY CONTROL
 FB1943
 FB1943  NGVD 29 (??/??/92)  314.029  (m)         1030.28   (f) ADJ UNCH    ?  
 FB1943
 FB1943.Superseded values are not recommended for survey control.
 FB1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1943.See file dsdata.txt to determine how the superseded data were derived.
 FB1943
 FB1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV459681(NAD 83)
 FB1943_MARKER: DD = SURVEY DISK
 FB1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1943_STAMPING: LHT 574 1938
 FB1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1943+STABILITY: SURFACE MOTION
 FB1943
 FB1943  HISTORY     - Date     Condition        Report By
 FB1943  HISTORY     - 1938     MONUMENTED       TVA
 FB1943  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1943
 FB1943                          STATION DESCRIPTION
 FB1943
 FB1943'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1943'10.5 MI NE FROM MARYVILLE.
 FB1943'10.5 MILES NORTHEAST OF MARYVILLE, 2.1 MILES SOUTHWEST ALONG
 FB1943'STATE HIGHWAY 35 FROM PROVIDENCE, AT THE JUNCTION OF A ROAD
 FB1943'LEADING NORTHWEST, 400 FEET SOUTHEAST OF A 1-STORY FARMHOUSE, 300
 FB1943'FEET NORTHEAST OF A 20-INCH WALNUT TREE ON THE NORTHWEST SIDE OF
 FB1943'THE HIGHWAY, 100 FEET NORTHWEST OF THE ROAD JUNCTION, 25 FEET
 FB1943'NORTH OF A 7-INCH WILD-CHERRY TREE, 30 FEET WEST-NORTHWEST OF A
 FB1943'4-INCH TWIN WHITE-OAK TREE, AND 5.6 FEET NORTH OF AN 8-INCH
 FB1943'BLACK-OAK TREE AT THE FENCE LINE.  A TENNESSEE VALLEY AUTHORITY
 FB1943'STANDARD DISK, STAMPED LHT 574 1938 AND SET IN THE TOP OF A
 FB1943'CONCRETE POST.
 FB1943
 FB1943                          STATION RECOVERY (1968)
 FB1943
 FB1943'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1945 ***********************************************************************
 FB1945  DESIGNATION -  LHT 575
 FB1945  PID         -  FB1945
 FB1945  STATE/COUNTY-  TN/BLOUNT
 FB1945  USGS QUAD   -  WILDWOOD (1988)
 FB1945
 FB1945                         *CURRENT SURVEY CONTROL
 FB1945  ___________________________________________________________________
 FB1945* NAD 83(1986)-  35 50 57.     (N)    083 47 09.     (W)     SCALED    
 FB1945* NAVD 88     -       335.43   (+/-2cm)    1100.5    (feet)  VERTCON   
 FB1945  ___________________________________________________________________
 FB1945  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB1945
 FB1945  VERT ORDER  -  ? (See Below)
 FB1945
 FB1945.The horizontal coordinates were scaled from a topographic map and have
 FB1945.an estimated accuracy of +/- 6 seconds.
 FB1945
 FB1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1945.The vertical order pertains to the NGVD 29 superseded value.
 FB1945
 FB1945.The geoid height was determined by GEOID03.
 FB1945
 FB1945;                    North         East    Units  Estimated Accuracy
 FB1945;SPC TN       -   170,440.      799,990.      MT  (+/- 180 meters Scaled)
 FB1945
 FB1945                          SUPERSEDED SURVEY CONTROL
 FB1945
 FB1945  NGVD 29 (??/??/92)  335.561  (m)         1100.92   (f) ADJ UNCH    ?  
 FB1945
 FB1945.Superseded values are not recommended for survey control.
 FB1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1945.See file dsdata.txt to determine how the superseded data were derived.
 FB1945
 FB1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV484708(NAD 83)
 FB1945_MARKER: DD = SURVEY DISK
 FB1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1945_STAMPING: LHT 575 1938
 FB1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1945+STABILITY: SURFACE MOTION
 FB1945
 FB1945  HISTORY     - Date     Condition        Report By
 FB1945  HISTORY     - 1938     MONUMENTED       TVA
 FB1945
 FB1945                          STATION DESCRIPTION
 FB1945
 FB1945'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1945'12.4 MI NE FROM MARYVILLE.
 FB1945'12.4 MILES NORTHEAST OF MARYVILLE, AT PROVIDENCE, ON STATE HIGHWAY
 FB1945'35, 700 FEET NORTHWEST OF A 1-STORY SCHOOL BUILDING, 450 FEET
 FB1945'NORTHEAST OF A 2-STORY FARMHOUSE IN A GROVE, 275 FEET SOUTHWEST
 FB1945'OF A 1-STORY STORE AT THE INTERSECTION OF A NORTHWEST-AND-SOUTHEAST
 FB1945'COUNTY ROAD, 200 FEET WEST OF PROVIDENCE BAPTIST CHURCH, ACROSS
 FB1945'THE HIGHWAY FROM A CEMETERY, AT THE SOUTHEAST CORNER OF BETHEL
 FB1945'METHODIST CHURCH, 59.5 FEET SOUTH-SOUTHEAST OF A 14-INCH WHITE-OAK
 FB1945'TREE, AND 41.3 FEET SOUTH OF A 12-INCH CROOKED RED-OAK TREE.  A
 FB1945'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 575 1938 AND
 FB1945'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1946 ***********************************************************************
 FB1946  DESIGNATION -  LHT 576
 FB1946  PID         -  FB1946
 FB1946  STATE/COUNTY-  TN/SEVIER
 FB1946  USGS QUAD   -  WALDEN CREEK (1987)
 FB1946
 FB1946                         *CURRENT SURVEY CONTROL
 FB1946  ___________________________________________________________________
 FB1946* NAD 83(1986)-  35 49 06.     (N)    083 42 36.     (W)     SCALED    
 FB1946* NAVD 88     -       313.57   (+/-2cm)    1028.8    (feet)  VERTCON   
 FB1946  ___________________________________________________________________
 FB1946  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FB1946
 FB1946  VERT ORDER  -  ? (See Below)
 FB1946
 FB1946.The horizontal coordinates were scaled from a topographic map and have
 FB1946.an estimated accuracy of +/- 6 seconds.
 FB1946
 FB1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1946.The vertical order pertains to the NGVD 29 superseded value.
 FB1946
 FB1946.The geoid height was determined by GEOID03.
 FB1946
 FB1946;                    North         East    Units  Estimated Accuracy
 FB1946;SPC TN       -   167,180.      806,920.      MT  (+/- 180 meters Scaled)
 FB1946
 FB1946                          SUPERSEDED SURVEY CONTROL
 FB1946
 FB1946  NGVD 29 (??/??/92)  313.672  (m)         1029.11   (f) ADJ UNCH    ?  
 FB1946
 FB1946.Superseded values are not recommended for survey control.
 FB1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1946.See file dsdata.txt to determine how the superseded data were derived.
 FB1946
 FB1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV551671(NAD 83)
 FB1946_MARKER: DD = SURVEY DISK
 FB1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1946_STAMPING: LHT 576 1938
 FB1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1946+STABILITY: SURFACE MOTION
 FB1946
 FB1946  HISTORY     - Date     Condition        Report By
 FB1946  HISTORY     - 1938     MONUMENTED       TVA
 FB1946  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1946
 FB1946                          STATION DESCRIPTION
 FB1946
 FB1946'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1946'13.6 MI NE FROM MARYVILLE.
 FB1946'IN SEVIER COUNTY, 13.6 MILES NORTHEAST OF MARYVILLE, BLOUNT COUNTY,
 FB1946'1.2 MILES NORTHEAST OF PROVIDENCE, 1 MILE SOUTHWEST ALONG
 FB1946'STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE HIGHWAY 71, ON THE
 FB1946'NORTHWEST SIDE OF THE HIGHWAY, 250 FEET EAST OF A LARGE BARN,
 FB1946'175 FEET SOUTHWEST OF AN OLD 2-STORY BRICK HOUSE (UNOCCUPIED IN
 FB1946'1938), 200 FEET NORTHWEST OF A 50-INCH OAK TREE, 175 FEET NORTHWEST
 FB1946'OF A LOT GATE ON THE NORTHWEST SIDE OF THE HIGHWAY, 125 FEET
 FB1946'NORTHEAST OF A LARGE BARN, 25 FEET SOUTH OF A SMALL CLUMP OF
 FB1946'PEACH TREES, 35.1 FEET NORTHEAST OF THE NORTHEAST POST OF A
 FB1946'GATE, AND IN THE NORTHEAST CORNER OF THE BARN LOT.  A TENNESSEE
 FB1946'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 576 1938 AND SET IN
 FB1946'THE TOP OF A CONCRETE POST.
 FB1946
 FB1946                          STATION RECOVERY (1968)
 FB1946
 FB1946'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1948 ***********************************************************************
 FB1948  DESIGNATION -  LHT 577
 FB1948  PID         -  FB1948
 FB1948  STATE/COUNTY-  TN/SEVIER
 FB1948  USGS QUAD   -  WILDWOOD (1988)
 FB1948
 FB1948                         *CURRENT SURVEY CONTROL
 FB1948  ___________________________________________________________________
 FB1948* NAD 83(1986)-  35 52 15.     (N)    083 45 24.     (W)     SCALED    
 FB1948* NAVD 88     -       339.27   (+/-2cm)    1113.1    (feet)  VERTCON   
 FB1948  ___________________________________________________________________
 FB1948  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1948
 FB1948  VERT ORDER  -  ? (See Below)
 FB1948
 FB1948.The horizontal coordinates were scaled from a topographic map and have
 FB1948.an estimated accuracy of +/- 6 seconds.
 FB1948
 FB1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1948.The vertical order pertains to the NGVD 29 superseded value.
 FB1948
 FB1948.The geoid height was determined by GEOID03.
 FB1948
 FB1948;                    North         East    Units  Estimated Accuracy
 FB1948;SPC TN       -   172,910.      802,570.      MT  (+/- 180 meters Scaled)
 FB1948
 FB1948                          SUPERSEDED SURVEY CONTROL
 FB1948
 FB1948  NGVD 29 (??/??/92)  339.399  (m)         1113.51   (f) ADJ UNCH    ?  
 FB1948
 FB1948.Superseded values are not recommended for survey control.
 FB1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1948.See file dsdata.txt to determine how the superseded data were derived.
 FB1948
 FB1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV511731(NAD 83)
 FB1948_MARKER: DD = SURVEY DISK
 FB1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1948_STAMPING: LHT 577 1938
 FB1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1948+STABILITY: SURFACE MOTION
 FB1948
 FB1948  HISTORY     - Date     Condition        Report By
 FB1948  HISTORY     - 1938     MONUMENTED       TVA
 FB1948
 FB1948                          STATION DESCRIPTION
 FB1948
 FB1948'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1948'14.6 MI NE FROM MARYVILLE.
 FB1948'IN SEVIER COUNTY, 14.6 MILES NORTHEAST OF MARYVILLE, AT THE
 FB1948'INTERSECTION OF STATE HIGHWAYS 35 AND 71, AT THE NORTH CORNER OF
 FB1948'THE INTERSECTION, 650 FEET NORTH OF A 1-STORY FARMHOUSE, 110 FEET
 FB1948'NORTH OF THE HIGHWAY INTERSECTION, 100 FEET SOUTHWEST OF A 1-STORY
 FB1948'HOUSE, 73.5 FEET NORTHWEST OF A 20-INCH ASH TREE BETWEEN TWO OAKS,
 FB1948'AND 41.1 FEET NORTH OF POWER-TRANSMISSION-LINE POLE 133.  A
 FB1948'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 577 1938
 FB1948'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1823 ***********************************************************************
 FB1823  DESIGNATION -  LHT 578
 FB1823  PID         -  FB1823
 FB1823  STATE/COUNTY-  TN/SEVIER
 FB1823  USGS QUAD   -  BOYDS CREEK (1986)
 FB1823
 FB1823                         *CURRENT SURVEY CONTROL
 FB1823  ___________________________________________________________________
 FB1823* NAD 83(1986)-  35 53 35.     (N)    083 42 59.     (W)     SCALED    
 FB1823* NAVD 88     -       299.09   (+/-2cm)     981.3    (feet)  VERTCON   
 FB1823  ___________________________________________________________________
 FB1823  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB1823
 FB1823  VERT ORDER  -  ? (See Below)
 FB1823
 FB1823.The horizontal coordinates were scaled from a topographic map and have
 FB1823.an estimated accuracy of +/- 6 seconds.
 FB1823
 FB1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1823.The vertical order pertains to the NGVD 29 superseded value.
 FB1823
 FB1823.The geoid height was determined by GEOID03.
 FB1823
 FB1823;                    North         East    Units  Estimated Accuracy
 FB1823;SPC TN       -   175,460.      806,150.      MT  (+/- 180 meters Scaled)
 FB1823
 FB1823                          SUPERSEDED SURVEY CONTROL
 FB1823
 FB1823  NGVD 29 (??/??/92)  299.227  (m)          981.71   (f) ADJ UNCH    ?  
 FB1823
 FB1823.Superseded values are not recommended for survey control.
 FB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1823.See file dsdata.txt to determine how the superseded data were derived.
 FB1823
 FB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV548754(NAD 83)
 FB1823_MARKER: DD = SURVEY DISK
 FB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1823_STAMPING: LHT 578 1938
 FB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1823+STABILITY: SURFACE MOTION
 FB1823
 FB1823  HISTORY     - Date     Condition        Report By
 FB1823  HISTORY     - 1938     MONUMENTED       TVA
 FB1823
 FB1823                          STATION DESCRIPTION
 FB1823
 FB1823'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1823'AT SEYMOUR.
 FB1823'AT SEYMOUR, 1/4 MILE EAST OF THE POST OFFICE, ON THE SMOKY
 FB1823'MOUNTAIN RAILROAD, AT THE CROSSING OF AN OLD ROAD, 150 FEET SOUTH
 FB1823'OF A LARGE BARN, 54.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FB1823'OF A PIGPEN, 27 FEET NORTHWEST OF THE ROAD CROSSING, 12 FEET
 FB1823'SOUTHEAST OF A SMALL POND, 6 FEET WEST OF THE OLD ROAD, AND 3
 FB1823'FEET EAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1823'DISK, STAMPED LHT 578 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2000 ***********************************************************************
 FB2000  DESIGNATION -  LHT 579
 FB2000  PID         -  FB2000
 FB2000  STATE/COUNTY-  TN/BLOUNT
 FB2000  USGS QUAD   -  WILDWOOD (1988)
 FB2000
 FB2000                         *CURRENT SURVEY CONTROL
 FB2000  ___________________________________________________________________
 FB2000* NAD 83(1986)-  35 45 56.     (N)    083 51 21.     (W)     SCALED    
 FB2000* NAVD 88     -       271.30   (+/-2cm)     890.1    (feet)  VERTCON   
 FB2000  ___________________________________________________________________
 FB2000  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB2000
 FB2000  VERT ORDER  -  ? (See Below)
 FB2000
 FB2000.The horizontal coordinates were scaled from a topographic map and have
 FB2000.an estimated accuracy of +/- 6 seconds.
 FB2000
 FB2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2000.The vertical order pertains to the NGVD 29 superseded value.
 FB2000
 FB2000.The geoid height was determined by GEOID03.
 FB2000
 FB2000;                    North         East    Units  Estimated Accuracy
 FB2000;SPC TN       -   161,030.      793,870.      MT  (+/- 180 meters Scaled)
 FB2000
 FB2000                          SUPERSEDED SURVEY CONTROL
 FB2000
 FB2000  NGVD 29 (??/??/92)  271.424  (m)          890.50   (f) ADJ UNCH    ?  
 FB2000
 FB2000.Superseded values are not recommended for survey control.
 FB2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2000.See file dsdata.txt to determine how the superseded data were derived.
 FB2000
 FB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418617(NAD 83)
 FB2000_MARKER: DD = SURVEY DISK
 FB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2000_STAMPING: LHT 579 1938
 FB2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2000+STABILITY: SURFACE MOTION
 FB2000
 FB2000  HISTORY     - Date     Condition        Report By
 FB2000  HISTORY     - 1938     MONUMENTED       TVA
 FB2000
 FB2000                          STATION DESCRIPTION
 FB2000
 FB2000'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2000'6.4 MI E FROM MARYVILLE.
 FB2000'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB2000'U.S. HIGHWAY 129 AT MARYVILLE, AT THE EAST END OF A CONCRETE
 FB2000'BRIDGE OVER LITTLE RIVER, 325 FEET EAST OF A 1-1/2 STORY
 FB2000'FARMHOUSE, 100 FEET SOUTHEAST OF A 36-INCH SYCAMORE TREE, AT THE
 FB2000'JUNCTION OF A COUNTY ROAD LEADING NORTH TO STATE HIGHWAY 35,
 FB2000'50 FEET SOUTH OF THE JUNCTION, 62 FEET SOUTHEAST OF THE SOUTHEAST
 FB2000'END OF THE BRIDGE HANDRAIL, 45.2 FEET NORTHWEST OF A 24-INCH
 FB2000'POPLAR TREE, AND AT THE BASE OF AN ANGLE POLE IN A ROW OF POLES.
 FB2000'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 579 1938
 FB2000'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1996 ***********************************************************************
 FB1996  DESIGNATION -  LHT 580
 FB1996  PID         -  FB1996
 FB1996  STATE/COUNTY-  TN/BLOUNT
 FB1996  USGS QUAD   -  MARYVILLE (1979)
 FB1996
 FB1996                         *CURRENT SURVEY CONTROL
 FB1996  ___________________________________________________________________
 FB1996* NAD 83(1986)-  35 45 19.     (N)    083 53 11.     (W)     SCALED    
 FB1996* NAVD 88     -       289.48   (+/-2cm)     949.7    (feet)  VERTCON   
 FB1996  ___________________________________________________________________
 FB1996  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1996
 FB1996  VERT ORDER  -  ? (See Below)
 FB1996
 FB1996.The horizontal coordinates were scaled from a topographic map and have
 FB1996.an estimated accuracy of +/- 6 seconds.
 FB1996
 FB1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1996.The vertical order pertains to the NGVD 29 superseded value.
 FB1996
 FB1996.The geoid height was determined by GEOID03.
 FB1996
 FB1996;                    North         East    Units  Estimated Accuracy
 FB1996;SPC TN       -   159,830.      791,130.      MT  (+/- 180 meters Scaled)
 FB1996
 FB1996                          SUPERSEDED SURVEY CONTROL
 FB1996
 FB1996  NGVD 29 (??/??/92)  289.604  (m)          950.14   (f) ADJ UNCH    ?  
 FB1996
 FB1996.Superseded values are not recommended for survey control.
 FB1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1996.See file dsdata.txt to determine how the superseded data were derived.
 FB1996
 FB1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV390606(NAD 83)
 FB1996_MARKER: DD = SURVEY DISK
 FB1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1996_STAMPING: LHT 580 1938
 FB1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1996+STABILITY: SURFACE MOTION
 FB1996
 FB1996  HISTORY     - Date     Condition        Report By
 FB1996  HISTORY     - 1938     MONUMENTED       TVA
 FB1996
 FB1996                          STATION DESCRIPTION
 FB1996
 FB1996'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1996'4.8 MI E FROM MARYVILLE.
 FB1996'4.8 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1996'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT THE HUBBARD
 FB1996'SCHOOL GROUNDS, 750 FEET SOUTHWEST OF A 1-1/2-STORY STONE HOUSE,
 FB1996'450 FEET NORTHEAST OF A 1-STORY HOUSE AT THE JUNCTION OF A COUNTY
 FB1996'ROAD LEADING NORTHWEST, 100 FEET NORTHWEST OF THE JUNCTION OF
 FB1996'THE VALLEY VIEW ROAD, 78.5 FEET SOUTHWEST OF THE SOUTH CORNER OF
 FB1996'THE SCHOOL BUILDING, 94.4 FEET SOUTH OF THE SOUTHWEST CORNER,
 FB1996'50 FEET SOUTHWEST OF A PUMP, AND AT THE BASE OF A 4-INCH MAPLE
 FB1996'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 FB1996'580 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1995 ***********************************************************************
 FB1995  DESIGNATION -  LHT 581
 FB1995  PID         -  FB1995
 FB1995  STATE/COUNTY-  TN/BLOUNT
 FB1995  USGS QUAD   -  BLOCKHOUSE (1966)
 FB1995
 FB1995                         *CURRENT SURVEY CONTROL
 FB1995  ___________________________________________________________________
 FB1995* NAD 83(1986)-  35 44 43.     (N)    083 54 14.     (W)     SCALED    
 FB1995* NAVD 88     -       296.28   (+/-2cm)     972.0    (feet)  VERTCON   
 FB1995  ___________________________________________________________________
 FB1995  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FB1995
 FB1995  VERT ORDER  -  ? (See Below)
 FB1995
 FB1995.The horizontal coordinates were scaled from a topographic map and have
 FB1995.an estimated accuracy of +/- 6 seconds.
 FB1995
 FB1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1995.The vertical order pertains to the NGVD 29 superseded value.
 FB1995
 FB1995.The geoid height was determined by GEOID03.
 FB1995
 FB1995;                    North         East    Units  Estimated Accuracy
 FB1995;SPC TN       -   158,680.      789,580.      MT  (+/- 180 meters Scaled)
 FB1995
 FB1995                          SUPERSEDED SURVEY CONTROL
 FB1995
 FB1995  NGVD 29 (??/??/92)  296.402  (m)          972.45   (f) ADJ UNCH    ?  
 FB1995
 FB1995.Superseded values are not recommended for survey control.
 FB1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1995.See file dsdata.txt to determine how the superseded data were derived.
 FB1995
 FB1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374595(NAD 83)
 FB1995_MARKER: DD = SURVEY DISK
 FB1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1995_STAMPING: LHT 581 1938
 FB1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1995+STABILITY: SURFACE MOTION
 FB1995
 FB1995  HISTORY     - Date     Condition        Report By
 FB1995  HISTORY     - 1938     MONUMENTED       TVA
 FB1995
 FB1995                          STATION DESCRIPTION
 FB1995
 FB1995'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1995'3.9 MI E FROM MARYVILLE.
 FB1995'3.9 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1995'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT THE JUNCTION
 FB1995'OF THE PINE LEVEL CHURCH ROAD, 450 FEET SOUTHWEST OF A 1-STORY
 FB1995'FRAME HOUSE ON A HILLTOP, 450 FEET SOUTHEAST OF A 1-1/2 STORY
 FB1995'FRAME HOUSE, 125 FEET SOUTHWEST OF A 20-INCH PINE TREE, 110 FEET
 FB1995'SOUTHWEST OF THE ROAD JUNCTION, 60 FEET EAST OF A 1-STORY FRAME
 FB1995'HOUSE IN A MAPLE GROVE, 60 FEET NORTHWEST OF A GARAGE, 52.0
 FB1995'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 14.8
 FB1995'FEET NORTH OF A POWER-TRANSMISSION LINE POLE, IN A VACANT LOT,
 FB1995'AND AT THE NORTH SIDE OF A HEDGE.  A TENNESSEE VALLEY AUTHORITY
 FB1995'STANDARD DISK, STAMPED LHT 581 1938 AND SET IN THE TOP OF A
 FB1995'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1993 ***********************************************************************
 FB1993  DESIGNATION -  LHT 582
 FB1993  PID         -  FB1993
 FB1993  STATE/COUNTY-  TN/BLOUNT
 FB1993  USGS QUAD   -  MARYVILLE (1979)
 FB1993
 FB1993                         *CURRENT SURVEY CONTROL
 FB1993  ___________________________________________________________________
 FB1993* NAD 83(1986)-  35 45 05.     (N)    083 56 10.     (W)     SCALED    
 FB1993* NAVD 88     -       315.08   (+/-2cm)    1033.7    (feet)  VERTCON   
 FB1993  ___________________________________________________________________
 FB1993  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB1993
 FB1993  VERT ORDER  -  ? (See Below)
 FB1993
 FB1993.The horizontal coordinates were scaled from a topographic map and have
 FB1993.an estimated accuracy of +/- 6 seconds.
 FB1993
 FB1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1993.The vertical order pertains to the NGVD 29 superseded value.
 FB1993
 FB1993.The geoid height was determined by GEOID03.
 FB1993
 FB1993;                    North         East    Units  Estimated Accuracy
 FB1993;SPC TN       -   159,300.      786,650.      MT  (+/- 180 meters Scaled)
 FB1993
 FB1993                          SUPERSEDED SURVEY CONTROL
 FB1993
 FB1993  NGVD 29 (??/??/92)  315.205  (m)         1034.14   (f) ADJ UNCH    ?  
 FB1993
 FB1993.Superseded values are not recommended for survey control.
 FB1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1993.See file dsdata.txt to determine how the superseded data were derived.
 FB1993
 FB1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV345603(NAD 83)
 FB1993_MARKER: DD = SURVEY DISK
 FB1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1993_STAMPING: LHT 582 1938
 FB1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1993+STABILITY: SURFACE MOTION
 FB1993
 FB1993  HISTORY     - Date     Condition        Report By
 FB1993  HISTORY     - 1938     MONUMENTED       TVA
 FB1993
 FB1993                          STATION DESCRIPTION
 FB1993
 FB1993'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1993'1.9 MI E FROM MARYVILLE.
 FB1993'1.9 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1993'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, BLOUNT
 FB1993'COUNTY, 500 FEET NORTHEAST OF A 1-1/2-STORY HOUSE, AT THE JUNCTION
 FB1993'OF A ROAD LEADING SOUTH, 275 FEET SOUTHWEST OF THE NORTHWEST
 FB1993'CORNER OF GRANDVIEW CEMETERY, AT UNION SCHOOL, AT THE SOUTHEAST
 FB1993'EDGE OF AN OAK GROVE ON THE SCHOOL CAMPUS, 110 FEET SOUTHEAST
 FB1993'OF A FOUNTAIN, 50 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL
 FB1993'BUILDING, 51.1 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL
 FB1993'GROUNDS (BUILDING), 21.1 FEET WEST OF A PUMP, AND AT THE BASE OF
 FB1993'A 14-INCH OAK TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1993'DISK, STAMPED LHT 582 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1992 ***********************************************************************
 FB1992  DESIGNATION -  LHT 583
 FB1992  PID         -  FB1992
 FB1992  STATE/COUNTY-  TN/BLOUNT
 FB1992  USGS QUAD   -  MARYVILLE (1979)
 FB1992
 FB1992                         *CURRENT SURVEY CONTROL
 FB1992  ___________________________________________________________________
 FB1992* NAD 83(1986)-  35 45 13.     (N)    083 56 56.     (W)     SCALED    
 FB1992* NAVD 88     -       292.33   (+/-2cm)     959.1    (feet)  VERTCON   
 FB1992  ___________________________________________________________________
 FB1992  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FB1992
 FB1992  VERT ORDER  -  ? (See Below)
 FB1992
 FB1992.The horizontal coordinates were scaled from a topographic map and have
 FB1992.an estimated accuracy of +/- 6 seconds.
 FB1992
 FB1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1992.The vertical order pertains to the NGVD 29 superseded value.
 FB1992
 FB1992.The geoid height was determined by GEOID03.
 FB1992
 FB1992;                    North         East    Units  Estimated Accuracy
 FB1992;SPC TN       -   159,520.      785,490.      MT  (+/- 180 meters Scaled)
 FB1992
 FB1992                          SUPERSEDED SURVEY CONTROL
 FB1992
 FB1992  NGVD 29 (??/??/92)  292.449  (m)          959.48   (f) ADJ UNCH    ?  
 FB1992
 FB1992.Superseded values are not recommended for survey control.
 FB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1992.See file dsdata.txt to determine how the superseded data were derived.
 FB1992
 FB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV333606(NAD 83)
 FB1992_MARKER: DD = SURVEY DISK
 FB1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1992_STAMPING: LHT 583 1938
 FB1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1992+STABILITY: SURFACE MOTION
 FB1992
 FB1992  HISTORY     - Date     Condition        Report By
 FB1992  HISTORY     - 1938     MONUMENTED       TVA
 FB1992
 FB1992                          STATION DESCRIPTION
 FB1992
 FB1992'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1992'1.1 MI E FROM MARYVILLE.
 FB1992'1.1 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1992'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT THE
 FB1992'SOUTHEAST CORNER OF THE JUNCTION OF A ROAD LEADING SOUTH, ABOUT
 FB1992'250 FEET NORTH OF A 1-STORY HOUSE, 110 FEET SOUTHEAST OF A
 FB1992'6-INCH CEDAR TREE, 100 FEET SOUTHEAST OF THE ROAD JUNCTION, 80
 FB1992'FEET SOUTHWEST OF POWER-TRANSMISSION-LINE POLE 16, 75 FEET
 FB1992'NORTHEAST OF A 6-INCH CEDAR TREE, ON A SMALL SLOPE IN AN
 FB1992'UNCULTIVATED FIELD BETWEEN A SMALL DRAW AND THE HIGHWAY, 66.0
 FB1992'FEET SOUTHEAST OF A POLE AT AN ANGLE IN A ROW OF POLES, AND
 FB1992'46.6 FEET SOUTHWEST OF A POWER-TRANSMISSION-LINE GUY-POLE.
 FB1992'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 583 1938
 FB1992'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1805 ***********************************************************************
 FB1805  DESIGNATION -  LHT 584
 FB1805  PID         -  FB1805
 FB1805  STATE/COUNTY-  TN/SEVIER
 FB1805  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1805
 FB1805                         *CURRENT SURVEY CONTROL
 FB1805  ___________________________________________________________________
 FB1805* NAD 83(1986)-  35 54 33.     (N)    083 34 51.     (W)     SCALED    
 FB1805* NAVD 88     -       278.22   (+/-2cm)     912.8    (feet)  VERTCON   
 FB1805  ___________________________________________________________________
 FB1805  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1805
 FB1805  VERT ORDER  -  ? (See Below)
 FB1805
 FB1805.The horizontal coordinates were scaled from a topographic map and have
 FB1805.an estimated accuracy of +/- 6 seconds.
 FB1805
 FB1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1805.The vertical order pertains to the NGVD 29 superseded value.
 FB1805
 FB1805.The geoid height was determined by GEOID03.
 FB1805
 FB1805;                    North         East    Units  Estimated Accuracy
 FB1805;SPC TN       -   177,540.      818,340.      MT  (+/- 180 meters Scaled)
 FB1805
 FB1805                          SUPERSEDED SURVEY CONTROL
 FB1805
 FB1805  NGVD 29 (??/??/92)  278.362  (m)          913.26   (f) ADJ UNCH    ?  
 FB1805
 FB1805.Superseded values are not recommended for survey control.
 FB1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1805.See file dsdata.txt to determine how the superseded data were derived.
 FB1805
 FB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV671769(NAD 83)
 FB1805_MARKER: DD = SURVEY DISK
 FB1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1805_STAMPING: LHT 584 1938
 FB1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1805+STABILITY: SURFACE MOTION
 FB1805
 FB1805  HISTORY     - Date     Condition        Report By
 FB1805  HISTORY     - 1938     MONUMENTED       TVA
 FB1805
 FB1805                          STATION DESCRIPTION
 FB1805
 FB1805'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1805'AT CATLETTSBURG.
 FB1805'AT CATLETTSBURG, ACROSS LITTLE PIGEON RIVER FROM EWING, 750 FEET
 FB1805'EAST OF THE RIVER, ON THE KYKERS FERRY ROAD, AT THE Y-INTERSECTION
 FB1805'OF A ROAD LEADING TO THE RIVER, 112 FEET SOUTH OF THE FRED C ACHLEY
 FB1805'STORE, 48.6 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 5 FEET WEST
 FB1805'OF THE ROAD, 2.3 FEET NORTH OF A POLE, AND 1 FOOT EAST OF A
 FB1805'WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1805'LHT 584 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1806 ***********************************************************************
 FB1806  DESIGNATION -  LHT 585
 FB1806  PID         -  FB1806
 FB1806  STATE/COUNTY-  TN/SEVIER
 FB1806  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1806
 FB1806                         *CURRENT SURVEY CONTROL
 FB1806  ___________________________________________________________________
 FB1806* NAD 83(1986)-  35 54 17.     (N)    083 34 14.     (W)     SCALED    
 FB1806* NAVD 88     -       277.96   (+/-2cm)     911.9    (feet)  VERTCON   
 FB1806  ___________________________________________________________________
 FB1806  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB1806
 FB1806  VERT ORDER  -  ? (See Below)
 FB1806
 FB1806.The horizontal coordinates were scaled from a topographic map and have
 FB1806.an estimated accuracy of +/- 6 seconds.
 FB1806
 FB1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1806.The vertical order pertains to the NGVD 29 superseded value.
 FB1806
 FB1806.The geoid height was determined by GEOID03.
 FB1806
 FB1806;                    North         East    Units  Estimated Accuracy
 FB1806;SPC TN       -   177,070.      819,280.      MT  (+/- 180 meters Scaled)
 FB1806
 FB1806                          SUPERSEDED SURVEY CONTROL
 FB1806
 FB1806  NGVD 29 (??/??/92)  278.106  (m)          912.42   (f) ADJ UNCH    ?  
 FB1806
 FB1806.Superseded values are not recommended for survey control.
 FB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1806.See file dsdata.txt to determine how the superseded data were derived.
 FB1806
 FB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV680764(NAD 83)
 FB1806_MARKER: DD = SURVEY DISK
 FB1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1806_STAMPING: LHT 585 1938
 FB1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1806+STABILITY: SURFACE MOTION
 FB1806
 FB1806  HISTORY     - Date     Condition        Report By
 FB1806  HISTORY     - 1938     MONUMENTED       TVA
 FB1806
 FB1806                          STATION DESCRIPTION
 FB1806
 FB1806'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1806'0.3 MI S FROM CATLETTSBURG.
 FB1806'0.3 MILE SOUTH ALONG THE KYKERS FERRY ROAD FROM CATLETTSBURG,
 FB1806'SEVIER COUNTY, THENCE 0.6 MILE EAST ALONG THE POWDER SPRINGS
 FB1806'ROAD, NEAR THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, ON THE
 FB1806'J.H. ELDER PROPERTY, 80 FEET NORTHWEST OF THE HOUSE, 75 FEET
 FB1806'SOUTHEAST OF THE SPRING HOUSE, 40 FEET NORTHEAST OF THE EAST
 FB1806'END OF A CULVERT, 27 FEET SOUTH OF THE ANGLE MADE BY THE
 FB1806'INTERSECTION OF TWO PATHS, 25 FEET SOUTHEAST OF THE ROAD, 24.5
 FB1806'FEET NORTHWEST OF A 14-INCH LOCUST TREE, 21.8 FEET SOUTHEAST OF
 FB1806'A 2-INCH LOCUST TREE, AT THE TOE OF A SLOPE, AND 3 FEET LOWER
 FB1806'THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1806'STAMPED LHT 585 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1807 ***********************************************************************
 FB1807  DESIGNATION -  LHT 586
 FB1807  PID         -  FB1807
 FB1807  STATE/COUNTY-  TN/SEVIER
 FB1807  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1807
 FB1807                         *CURRENT SURVEY CONTROL
 FB1807  ___________________________________________________________________
 FB1807* NAD 83(1986)-  35 54 45.     (N)    083 33 29.     (W)     SCALED    
 FB1807* NAVD 88     -       296.38   (+/-2cm)     972.4    (feet)  VERTCON   
 FB1807  ___________________________________________________________________
 FB1807  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1807
 FB1807  VERT ORDER  -  ? (See Below)
 FB1807
 FB1807.The horizontal coordinates were scaled from a topographic map and have
 FB1807.an estimated accuracy of +/- 6 seconds.
 FB1807
 FB1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1807.The vertical order pertains to the NGVD 29 superseded value.
 FB1807
 FB1807.The geoid height was determined by GEOID03.
 FB1807
 FB1807;                    North         East    Units  Estimated Accuracy
 FB1807;SPC TN       -   177,960.      820,380.      MT  (+/- 180 meters Scaled)
 FB1807
 FB1807                          SUPERSEDED SURVEY CONTROL
 FB1807
 FB1807  NGVD 29 (??/??/92)  296.525  (m)          972.85   (f) ADJ UNCH    ?  
 FB1807
 FB1807.Superseded values are not recommended for survey control.
 FB1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1807.See file dsdata.txt to determine how the superseded data were derived.
 FB1807
 FB1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV691772(NAD 83)
 FB1807_MARKER: DD = SURVEY DISK
 FB1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1807_STAMPING: LHT 586 1938
 FB1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1807+STABILITY: SURFACE MOTION
 FB1807
 FB1807  HISTORY     - Date     Condition        Report By
 FB1807  HISTORY     - 1938     MONUMENTED       TVA
 FB1807
 FB1807                          STATION DESCRIPTION
 FB1807
 FB1807'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1807'1.1 MI SW FROM POWDER SPRINGS.
 FB1807'1.1 MILES SOUTHWEST ALONG A ROAD FROM POWDER SPRINGS, 0.15 MILE
 FB1807'SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTH TO ALDER BRANCH,
 FB1807'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, ON THE ROBERT
 FB1807'FOX PROPERTY, 125 FEET WEST OF A LARGE BARN, 65 FEET NORTHEAST
 FB1807'OF THE SIDE ROAD, 15 FEET SOUTHEAST OF THE POWDER SPRINGS ROAD,
 FB1807'46.1 FEET SOUTHEAST OF A MAIL-BOX POST, 36 FEET NORTH OF THE
 FB1807'FOX HOUSE, 18 FEET NORTHEAST OF A 5-INCH MAPLE TREE, AND 6 FEET
 FB1807'SOUTH OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1807'DISK, STAMPED LHT 586 1938 AND SET IN THE TOP OF A CONCRETE
 FB1807'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1809 ***********************************************************************
 FB1809  DESIGNATION -  LHT 587
 FB1809  PID         -  FB1809
 FB1809  STATE/COUNTY-  TN/SEVIER
 FB1809  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1809
 FB1809                         *CURRENT SURVEY CONTROL
 FB1809  ___________________________________________________________________
 FB1809* NAD 83(1986)-  35 55 29.     (N)    083 32 33.     (W)     SCALED    
 FB1809* NAVD 88     -       273.11   (+/-2cm)     896.0    (feet)  VERTCON   
 FB1809  ___________________________________________________________________
 FB1809  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1809
 FB1809  VERT ORDER  -  ? (See Below)
 FB1809
 FB1809.The horizontal coordinates were scaled from a topographic map and have
 FB1809.an estimated accuracy of +/- 6 seconds.
 FB1809
 FB1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1809.The vertical order pertains to the NGVD 29 superseded value.
 FB1809
 FB1809.The geoid height was determined by GEOID03.
 FB1809
 FB1809;                    North         East    Units  Estimated Accuracy
 FB1809;SPC TN       -   179,350.      821,750.      MT  (+/- 180 meters Scaled)
 FB1809
 FB1809                          SUPERSEDED SURVEY CONTROL
 FB1809
 FB1809  NGVD 29 (??/??/92)  273.266  (m)          896.54   (f) ADJ UNCH    ?  
 FB1809
 FB1809.Superseded values are not recommended for survey control.
 FB1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1809.See file dsdata.txt to determine how the superseded data were derived.
 FB1809
 FB1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706785(NAD 83)
 FB1809_MARKER: DD = SURVEY DISK
 FB1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1809_STAMPING: LHT 587 1938
 FB1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1809+STABILITY: SURFACE MOTION
 FB1809
 FB1809  HISTORY     - Date     Condition        Report By
 FB1809  HISTORY     - 1938     MONUMENTED       TVA
 FB1809
 FB1809                          STATION DESCRIPTION
 FB1809
 FB1809'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1809'0.3 MI N FROM POWDER SPRINGS.
 FB1809'0.3 MILE NORTH OF POWDER SPRINGS, 15 FEET NORTH OF LITTLE
 FB1809'MILLICAN CREEK, 19.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FB1809'HEADWALL OF A CONCRETE CULVERT, ON THE PROPERTY OF DR. A.W.
 FB1809'ROBERTS, AT A STORE BUILDING, 2.7 FEET SOUTHWEST OF THE SOUTHWEST
 FB1809'CORNER OF THE STORE, AT A ROAD JUNCTION, 25 FEET SOUTH OF THE
 FB1809'SIDE ROAD, AND 18 FEET EAST OF THE POWDER SPRINGS ROAD.  A
 FB1809'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 587 1938
 FB1809'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1810 ***********************************************************************
 FB1810  DESIGNATION -  LHT 588
 FB1810  PID         -  FB1810
 FB1810  STATE/COUNTY-  TN/SEVIER
 FB1810  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1810
 FB1810                         *CURRENT SURVEY CONTROL
 FB1810  ___________________________________________________________________
 FB1810* NAD 83(1986)-  35 56 18.     (N)    083 32 32.     (W)     SCALED    
 FB1810* NAVD 88     -       289.87   (+/-2cm)     951.0    (feet)  VERTCON   
 FB1810  ___________________________________________________________________
 FB1810  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1810
 FB1810  VERT ORDER  -  ? (See Below)
 FB1810
 FB1810.The horizontal coordinates were scaled from a topographic map and have
 FB1810.an estimated accuracy of +/- 6 seconds.
 FB1810
 FB1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1810.The vertical order pertains to the NGVD 29 superseded value.
 FB1810
 FB1810.The geoid height was determined by GEOID03.
 FB1810
 FB1810;                    North         East    Units  Estimated Accuracy
 FB1810;SPC TN       -   180,860.      821,740.      MT  (+/- 180 meters Scaled)
 FB1810
 FB1810                          SUPERSEDED SURVEY CONTROL
 FB1810
 FB1810  NGVD 29 (??/??/92)  290.023  (m)          951.52   (f) ADJ UNCH    ?  
 FB1810
 FB1810.Superseded values are not recommended for survey control.
 FB1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1810.See file dsdata.txt to determine how the superseded data were derived.
 FB1810
 FB1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706800(NAD 83)
 FB1810_MARKER: DD = SURVEY DISK
 FB1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1810_STAMPING: LHT 588 1938
 FB1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1810+STABILITY: SURFACE MOTION
 FB1810
 FB1810  HISTORY     - Date     Condition        Report By
 FB1810  HISTORY     - 1938     MONUMENTED       TVA
 FB1810
 FB1810                          STATION DESCRIPTION
 FB1810
 FB1810'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1810'1.2 MI N FROM POWDER SPRINGS.
 FB1810'1.2 MILES NORTH ALONG THE STOKELY FERRY ROAD FROM POWDER SPRINGS,
 FB1810'0.6 MILE SOUTH OF THE UNION GROVE CHURCH AND CEMETERY, 600 FEET
 FB1810'NORTHEAST OF A TWO-STORY HOUSE, ON THE PROPERTY OF MRS. C.B.
 FB1810'ROBERTS, 300 FEET SOUTH OF THE ROBERTS HOUSE, 55.7 FEET EAST
 FB1810'OF A 12-INCH CHERRY TREE, 9 FEET EAST OF THE ROAD, 7.4 FEET
 FB1810'NORTHWEST OF THE INTERSECTION OF TWO FENCES, AND 5 FEET NORTHEAST
 FB1810'OF THE FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1810'DISK, STAMPED LHT 588 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2394 ***********************************************************************
 GA2394  DESIGNATION -  LHT 597
 GA2394  PID         -  GA2394
 GA2394  STATE/COUNTY-  TN/JEFFERSON
 GA2394  USGS QUAD   -  NEW MARKET (1987)
 GA2394
 GA2394                         *CURRENT SURVEY CONTROL
 GA2394  ___________________________________________________________________
 GA2394* NAD 83(1986)-  36 00 41.     (N)    083 31 57.     (W)     SCALED    
 GA2394* NAVD 88     -       308.989  (meters)    1013.74   (feet)  ADJUSTED  
 GA2394  ___________________________________________________________________
 GA2394  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2394  DYNAMIC HT  -         308.702 (meters)    1012.80  (feet)  COMP
 GA2394  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 GA2394
 GA2394  VERT ORDER  -  SECOND    CLASS 0
 GA2394
 GA2394.The horizontal coordinates were scaled from a topographic map and have
 GA2394.an estimated accuracy of +/- 6 seconds.
 GA2394
 GA2394.The orthometric height was determined by differential leveling
 GA2394.and adjusted by the National Geodetic Survey in June 1991..
 GA2394
 GA2394.The geoid height was determined by GEOID03.
 GA2394
 GA2394.The dynamic height is computed by dividing the NAVD 88
 GA2394.geopotential number by the normal gravity value computed on the
 GA2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2394.degrees latitude (g = 980.6199 gals.).
 GA2394
 GA2394.The modeled gravity was interpolated from observed gravity values.
 GA2394
 GA2394;                    North         East    Units  Estimated Accuracy
 GA2394;SPC TN       -   188,980.      822,410.      MT  (+/- 180 meters Scaled)
 GA2394
 GA2394                          SUPERSEDED SURVEY CONTROL
 GA2394
 GA2394  NGVD 29 (??/??/92)  309.166  (m)         1014.32   (f) ADJ UNCH    2 0
 GA2394
 GA2394.Superseded values are not recommended for survey control.
 GA2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2394.See file dsdata.txt to determine how the superseded data were derived.
 GA2394
 GA2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV717881(NAD 83)
 GA2394_MARKER: DD = SURVEY DISK
 GA2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2394_STAMPING: LHT 597 1938
 GA2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2394+STABILITY: SURFACE MOTION
 GA2394
 GA2394  HISTORY     - Date     Condition        Report By
 GA2394  HISTORY     - 1938     MONUMENTED       TVA
 GA2394  HISTORY     - 1936     GOOD             TVA
 GA2394  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2394
 GA2394                          STATION DESCRIPTION
 GA2394
 GA2394'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2394'1.1 MI S FROM PIEDMONT.
 GA2394'1.1 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2394'COUNTY, 0.5 MILE SOUTH OF THE JUNCTION OF THE PIEDMONT-DUMPLIN
 GA2394'ROAD, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, AT
 GA2394'THE JUNCTION OF A ROAD LEADING WEST, 75 FEET SOUTH OF A HOUSE,
 GA2394'44.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WOODSHED, 50
 GA2394'FEET SOUTHEAST OF THE JUNCTION OF THE SIDE ROAD, 10 FEET NORTHEAST
 GA2394'OF THE COUNTY ROAD, AND 4.3 FEET NORTHEAST OF A FENCE CORNER.
 GA2394'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 597 1938
 GA2394'AND SET IN THE TOP OF A CONCRETE POST.
 GA2394
 GA2394                          STATION RECOVERY (1961)
 GA2394
 GA2394'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1811 ***********************************************************************
 FB1811  DESIGNATION -  LHT 598
 FB1811  PID         -  FB1811
 FB1811  STATE/COUNTY-  TN/JEFFERSON
 FB1811  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1811
 FB1811                         *CURRENT SURVEY CONTROL
 FB1811  ___________________________________________________________________
 FB1811* NAD 83(1986)-  35 59 25.     (N)    083 30 59.     (W)     SCALED    
 FB1811* NAVD 88     -       337.04   (+/-2cm)    1105.8    (feet)  VERTCON   
 FB1811  ___________________________________________________________________
 FB1811  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1811
 FB1811  VERT ORDER  -  ? (See Below)
 FB1811
 FB1811.The horizontal coordinates were scaled from a topographic map and have
 FB1811.an estimated accuracy of +/- 6 seconds.
 FB1811
 FB1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1811.The vertical order pertains to the NGVD 29 superseded value.
 FB1811
 FB1811.The geoid height was determined by GEOID03.
 FB1811
 FB1811;                    North         East    Units  Estimated Accuracy
 FB1811;SPC TN       -   186,680.      823,920.      MT  (+/- 180 meters Scaled)
 FB1811
 FB1811                          SUPERSEDED SURVEY CONTROL
 FB1811
 FB1811  NGVD 29 (??/??/92)  337.213  (m)         1106.34   (f) ADJ UNCH    ?  
 FB1811
 FB1811.Superseded values are not recommended for survey control.
 FB1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1811.See file dsdata.txt to determine how the superseded data were derived.
 FB1811
 FB1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV731857(NAD 83)
 FB1811_MARKER: DD = SURVEY DISK
 FB1811_SETTING: 66 = SET IN ROCK OUTCROP
 FB1811_SP_SET: ROCK OUTCROP
 FB1811_STAMPING: LHT 598 1938
 FB1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1811+STABILITY: POSITION/ELEVATION WELL
 FB1811
 FB1811  HISTORY     - Date     Condition        Report By
 FB1811  HISTORY     - 1938     MONUMENTED       TVA
 FB1811  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1811
 FB1811                          STATION DESCRIPTION
 FB1811
 FB1811'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1811'3 MI S FROM PIEDMONT.
 FB1811'3 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 FB1811'COUNTY, AT DEEP SPRINGS, 100 FEET NORTH OF DEEP SPRINGS CHURCH,
 FB1811'76 FEET EAST OF DEEP SPRINGS SCHOOL, AT THE JUNCTION OF A ROAD
 FB1811'LEADING NORTHEAST, 36 FEET EAST OF THE COUNTY ROAD, 36 FEET
 FB1811'NORTH OF THE SIDE ROAD, 25 FEET WEST OF A SINK HOLE, 13.5 FEET
 FB1811'NORTH OF A 12-INCH CEDAR TREE, 12 FEET SOUTHEAST OF A 5-INCH
 FB1811'WALNUT TREE, AND IN THE TOP OF A ROCK OUTCROP.  A TENNESSEE
 FB1811'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 598 1938.
 FB1811
 FB1811                          STATION RECOVERY (1969)
 FB1811
 FB1811'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1812 ***********************************************************************
 FB1812  DESIGNATION -  LHT 599
 FB1812  PID         -  FB1812
 FB1812  STATE/COUNTY-  TN/JEFFERSON
 FB1812  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1812
 FB1812                         *CURRENT SURVEY CONTROL
 FB1812  ___________________________________________________________________
 FB1812* NAD 83(1986)-  35 58 51.     (N)    083 30 40.     (W)     SCALED    
 FB1812* NAVD 88     -       330.25   (+/-2cm)    1083.5    (feet)  VERTCON   
 FB1812  ___________________________________________________________________
 FB1812  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1812
 FB1812  VERT ORDER  -  ? (See Below)
 FB1812
 FB1812.The horizontal coordinates were scaled from a topographic map and have
 FB1812.an estimated accuracy of +/- 6 seconds.
 FB1812
 FB1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1812.The vertical order pertains to the NGVD 29 superseded value.
 FB1812
 FB1812.The geoid height was determined by GEOID03.
 FB1812
 FB1812;                    North         East    Units  Estimated Accuracy
 FB1812;SPC TN       -   185,640.      824,430.      MT  (+/- 180 meters Scaled)
 FB1812
 FB1812                          SUPERSEDED SURVEY CONTROL
 FB1812
 FB1812  NGVD 29 (??/??/92)  330.417  (m)         1084.04   (f) ADJ UNCH    ?  
 FB1812
 FB1812.Superseded values are not recommended for survey control.
 FB1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1812.See file dsdata.txt to determine how the superseded data were derived.
 FB1812
 FB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV736847(NAD 83)
 FB1812_MARKER: DD = SURVEY DISK
 FB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1812_STAMPING: LHT 599 1938
 FB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1812+STABILITY: SURFACE MOTION
 FB1812
 FB1812  HISTORY     - Date     Condition        Report By
 FB1812  HISTORY     - 1938     MONUMENTED       TVA
 FB1812
 FB1812                          STATION DESCRIPTION
 FB1812
 FB1812'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1812'3.8 MI S FROM PIEDMONT.
 FB1812'3.8 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, 0.8 MILE
 FB1812'SOUTH OF DEEP SPRINGS, ON THE J.W. MOORE PROPERTY, 115 FEET
 FB1812'SOUTHEAST OF THE HOUSE, 43.7 FEET SOUTHEAST OF AN 8-INCH MAPLE
 FB1812'TREE, 9 FEET SOUTH OF THE DRIVEWAY TO THE GARAGE, 8 FEET WEST OF
 FB1812'THE COUNTY ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, AND 3.4
 FB1812'FEET NORTHEAST OF A 4-INCH POPLAR TREE.  A TENNESSEE VALLEY
 FB1812'AUTHORITY STANDARD DISK, STAMPED LHT 599 1938 AND SET IN THE TOP
 FB1812'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1814 ***********************************************************************
 FB1814  DESIGNATION -  LHT 601
 FB1814  PID         -  FB1814
 FB1814  STATE/COUNTY-  TN/SEVIER
 FB1814  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1814
 FB1814                         *CURRENT SURVEY CONTROL
 FB1814  ___________________________________________________________________
 FB1814* NAD 83(1986)-  35 55 50.     (N)    083 37 07.     (W)     SCALED    
 FB1814* NAVD 88     -       273.98   (+/-2cm)     898.9    (feet)  VERTCON   
 FB1814  ___________________________________________________________________
 FB1814  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1814
 FB1814  VERT ORDER  -  ? (See Below)
 FB1814
 FB1814.The horizontal coordinates were scaled from a topographic map and have
 FB1814.an estimated accuracy of +/- 6 seconds.
 FB1814
 FB1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1814.The vertical order pertains to the NGVD 29 superseded value.
 FB1814
 FB1814.The geoid height was determined by GEOID03.
 FB1814
 FB1814;                    North         East    Units  Estimated Accuracy
 FB1814;SPC TN       -   179,830.      814,870.      MT  (+/- 180 meters Scaled)
 FB1814
 FB1814                          SUPERSEDED SURVEY CONTROL
 FB1814
 FB1814  NGVD 29 (??/??/92)  274.120  (m)          899.34   (f) ADJ UNCH    ?  
 FB1814
 FB1814.Superseded values are not recommended for survey control.
 FB1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1814.See file dsdata.txt to determine how the superseded data were derived.
 FB1814
 FB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV637794(NAD 83)
 FB1814_MARKER: DD = SURVEY DISK
 FB1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1814_STAMPING: LHT 601 1938
 FB1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1814+STABILITY: SURFACE MOTION
 FB1814
 FB1814  HISTORY     - Date     Condition        Report By
 FB1814  HISTORY     - 1938     MONUMENTED       TVA
 FB1814
 FB1814                          STATION DESCRIPTION
 FB1814
 FB1814'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1814'0.7 MI N FROM REVILO.
 FB1814'0.7 MILE NORTH ALONG A COUNTY ROAD FROM REVILO, 0.4 MILE SOUTHWEST
 FB1814'OF HODGES FERRY ACROSS FRENCH BROAD RIVER, 600 FEET SOUTHEAST
 FB1814'OF THE RIVER, ON THE O.C. HARDIN PROPERTY, 45 FEET NORTHEAST
 FB1814'OF THE HOUSE, 36.7 FEET SOUTHWEST OF POLE 881, 21.2 FEET SOUTH
 FB1814'OF A 10-INCH MAPLE TREE, 9 FEET SOUTH OF A 10-INCH CEDAR TREE,
 FB1814'7 FEET WEST OF THE HODGES FERRY ROAD, AND 2 FEET NORTHWEST OF
 FB1814'A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1814'STAMPED LHT 601 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1817 ***********************************************************************
 FB1817  DESIGNATION -  LHT 602
 FB1817  PID         -  FB1817
 FB1817  STATE/COUNTY-  TN/SEVIER
 FB1817  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1817
 FB1817                         *CURRENT SURVEY CONTROL
 FB1817  ___________________________________________________________________
 FB1817* NAD 83(1986)-  35 56 19.     (N)    083 36 52.     (W)     SCALED    
 FB1817* NAVD 88     -       280.40   (+/-2cm)     919.9    (feet)  VERTCON   
 FB1817  ___________________________________________________________________
 FB1817  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1817
 FB1817  VERT ORDER  -  ? (See Below)
 FB1817
 FB1817.The horizontal coordinates were scaled from a topographic map and have
 FB1817.an estimated accuracy of +/- 6 seconds.
 FB1817
 FB1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1817.The vertical order pertains to the NGVD 29 superseded value.
 FB1817
 FB1817.The geoid height was determined by GEOID03.
 FB1817
 FB1817;                    North         East    Units  Estimated Accuracy
 FB1817;SPC TN       -   180,730.      815,230.      MT  (+/- 180 meters Scaled)
 FB1817
 FB1817                          SUPERSEDED SURVEY CONTROL
 FB1817
 FB1817  NGVD 29 (??/??/92)  280.548  (m)          920.43   (f) ADJ UNCH    ?  
 FB1817
 FB1817.Superseded values are not recommended for survey control.
 FB1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1817.See file dsdata.txt to determine how the superseded data were derived.
 FB1817
 FB1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641802(NAD 83)
 FB1817_MARKER: DD = SURVEY DISK
 FB1817_SETTING: 66 = SET IN ROCK OUTCROP
 FB1817_SP_SET: ROCK OUTCROP
 FB1817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1817+STABILITY: POSITION/ELEVATION WELL
 FB1817
 FB1817  HISTORY     - Date     Condition        Report By
 FB1817  HISTORY     - UNK      MONUMENTED       TVA
 FB1817  HISTORY     - 1938     GOOD             TVA
 FB1817
 FB1817                          STATION DESCRIPTION
 FB1817
 FB1817'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1817'AT HODGES FERRY.
 FB1817'800 FEET NORTH ALONG A COUNTY ROAD FROM FRENCH BROAD RIVER AT
 FB1817'HODGES FERRY, ON THE VIRGIL CATE PROPERTY, 170 FEET NORTHEAST OF
 FB1817'A LARGE BARN, 90 FEET WEST OF THE HOUSE, 27 FEET EAST OF THE
 FB1817'ROAD, 25.9 FEET NORTHEAST OF A FENCE CORNER, 12 FEET SOUTH
 FB1817'OF A DRIVEWAY, 12.4 FEET SOUTHWEST OF A 4-INCH CEDAR TREE, AND
 FB1817'IN THE TOP OF A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY
 FB1817'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1819 ***********************************************************************
 FB1819  DESIGNATION -  LHT 603
 FB1819  PID         -  FB1819
 FB1819  STATE/COUNTY-  TN/SEVIER
 FB1819  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1819
 FB1819                         *CURRENT SURVEY CONTROL
 FB1819  ___________________________________________________________________
 FB1819* NAD 83(1986)-  35 57 47.     (N)    083 37 02.     (W)     SCALED    
 FB1819* NAVD 88     -       303.23   (+/-2cm)     994.8    (feet)  VERTCON   
 FB1819  ___________________________________________________________________
 FB1819  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1819
 FB1819  VERT ORDER  -  ? (See Below)
 FB1819
 FB1819.The horizontal coordinates were scaled from a topographic map and have
 FB1819.an estimated accuracy of +/- 6 seconds.
 FB1819
 FB1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1819.The vertical order pertains to the NGVD 29 superseded value.
 FB1819
 FB1819.The geoid height was determined by GEOID03.
 FB1819
 FB1819;                    North         East    Units  Estimated Accuracy
 FB1819;SPC TN       -   183,430.      814,910.      MT  (+/- 180 meters Scaled)
 FB1819
 FB1819                          SUPERSEDED SURVEY CONTROL
 FB1819
 FB1819  NGVD 29 (??/??/92)  303.379  (m)          995.34   (f) ADJ UNCH    ?  
 FB1819
 FB1819.Superseded values are not recommended for survey control.
 FB1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1819.See file dsdata.txt to determine how the superseded data were derived.
 FB1819
 FB1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV639830(NAD 83)
 FB1819_MARKER: DD = SURVEY DISK
 FB1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1819+STABILITY: SURFACE MOTION
 FB1819
 FB1819  HISTORY     - Date     Condition        Report By
 FB1819  HISTORY     - UNK      MONUMENTED       TVA
 FB1819  HISTORY     - 1938     GOOD             TVA
 FB1819
 FB1819                          STATION DESCRIPTION
 FB1819
 FB1819'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1819'AT HODGE FERRY.
 FB1819'1.8 MILES NORTH ALONG A COUNTY ROAD FROM HODGES FERRY, AT BEECH
 FB1819'SPRINGS, AT THE JUNCTION OF A ROAD LEADING EAST, ON THE E.S.
 FB1819'UNDERWOOD PROPERTY, 65 FEET WEST OF A TWO STORY-HOUSE, 43 FEET
 FB1819'SOUTHEAST OF THE UNDERWOOD HOUSE, 38.9 FEET SOUTH OF A 6-INCH
 FB1819'MAPLE TREE, 15 FEET WEST OF THE COUNTY ROAD, 9.9 FEET NORTHEAST
 FB1819'OF A POLE, AND 3 FEET NORTHWEST OF A FENCE CORNER.  A TENNESSEE
 FB1819'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FB1819'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1820 ***********************************************************************
 FB1820  DESIGNATION -  LHT 604
 FB1820  PID         -  FB1820
 FB1820  STATE/COUNTY-  TN/SEVIER
 FB1820  USGS QUAD   -  BOYDS CREEK (1986)
 FB1820
 FB1820                         *CURRENT SURVEY CONTROL
 FB1820  ___________________________________________________________________
 FB1820* NAD 83(1986)-  35 58 27.     (N)    083 37 37.     (W)     SCALED    
 FB1820* NAVD 88     -       272.11   (+/-2cm)     892.7    (feet)  VERTCON   
 FB1820  ___________________________________________________________________
 FB1820  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1820
 FB1820  VERT ORDER  -  ? (See Below)
 FB1820
 FB1820.The horizontal coordinates were scaled from a topographic map and have
 FB1820.an estimated accuracy of +/- 6 seconds.
 FB1820
 FB1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1820.The vertical order pertains to the NGVD 29 superseded value.
 FB1820
 FB1820.The geoid height was determined by GEOID03.
 FB1820
 FB1820;                    North         East    Units  Estimated Accuracy
 FB1820;SPC TN       -   184,640.      814,000.      MT  (+/- 180 meters Scaled)
 FB1820
 FB1820                          SUPERSEDED SURVEY CONTROL
 FB1820
 FB1820  NGVD 29 (??/??/92)  272.255  (m)          893.22   (f) ADJ UNCH    ?  
 FB1820
 FB1820.Superseded values are not recommended for survey control.
 FB1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1820.See file dsdata.txt to determine how the superseded data were derived.
 FB1820
 FB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV631842(NAD 83)
 FB1820_MARKER: DD = SURVEY DISK
 FB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1820_STAMPING: LHT 604 1938
 FB1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1820+STABILITY: SURFACE MOTION
 FB1820
 FB1820  HISTORY     - Date     Condition        Report By
 FB1820  HISTORY     - 1938     MONUMENTED       TVA
 FB1820  HISTORY     - 1961     GOOD             NGS
 FB1820
 FB1820                          STATION DESCRIPTION
 FB1820
 FB1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1820'AT KODAK.
 FB1820'2.8 MILES NORTH ALONG A COUNTY ROAD FROM HODGES FERRY, AT KODAK,
 FB1820'AT THE INTERSECTION OF THE DUMPLIN VALLEY ROAD, ON THE F.T.
 FB1820'UNDERWOOD PROPERTY, 165 FEET NORTHWEST OF A FLOUR MILL, 150
 FB1820'FEET SOUTHEAST OF THE UNDERWOOD HOUSE, 33.5 FEET NORTH OF THE
 FB1820'NORTHEAST CORNER OF THE WARREN JOHNSON STORE BUILDING, 8 FEET
 FB1820'WEST OF THE HODGES FERRY ROAD, 7 FEET NORTH OF THE DUMPLIN VALLEY
 FB1820'ROAD, AND 2.6 FEET SOUTHWEST OF A POLE.  A TENNESSEE VALLEY
 FB1820'AUTHORITY STANDARD DISK, STAMPED LHT 604 1938 AND SET IN THE TOP
 FB1820'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1821 ***********************************************************************
 FB1821  DESIGNATION -  LHT 605
 FB1821  PID         -  FB1821
 FB1821  STATE/COUNTY-  TN/SEVIER
 FB1821  USGS QUAD   -  BOYDS CREEK (1986)
 FB1821
 FB1821                         *CURRENT SURVEY CONTROL
 FB1821  ___________________________________________________________________
 FB1821* NAD 83(1986)-  35 59 04.     (N)    083 37 58.     (W)     SCALED    
 FB1821* NAVD 88     -       291.389  (meters)     956.00   (feet)  ADJUSTED  
 FB1821  ___________________________________________________________________
 FB1821  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1821  DYNAMIC HT  -         291.118 (meters)     955.11  (feet)  COMP
 FB1821  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1821
 FB1821  VERT ORDER  -  SECOND    CLASS 0
 FB1821
 FB1821.The horizontal coordinates were scaled from a topographic map and have
 FB1821.an estimated accuracy of +/- 6 seconds.
 FB1821
 FB1821.The orthometric height was determined by differential leveling
 FB1821.and adjusted by the National Geodetic Survey in June 1991..
 FB1821
 FB1821.The geoid height was determined by GEOID03.
 FB1821
 FB1821.The dynamic height is computed by dividing the NAVD 88
 FB1821.geopotential number by the normal gravity value computed on the
 FB1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1821.degrees latitude (g = 980.6199 gals.).
 FB1821
 FB1821.The modeled gravity was interpolated from observed gravity values.
 FB1821
 FB1821;                    North         East    Units  Estimated Accuracy
 FB1821;SPC TN       -   185,770.      813,450.      MT  (+/- 180 meters Scaled)
 FB1821
 FB1821                          SUPERSEDED SURVEY CONTROL
 FB1821
 FB1821  NGVD 29 (??/??/92)  291.543  (m)          956.50   (f) ADJ UNCH    2 0
 FB1821
 FB1821.Superseded values are not recommended for survey control.
 FB1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1821.See file dsdata.txt to determine how the superseded data were derived.
 FB1821
 FB1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV626854(NAD 83)
 FB1821_MARKER: DD = SURVEY DISK
 FB1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1821_STAMPING: LHT 605 1938
 FB1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1821+STABILITY: SURFACE MOTION
 FB1821
 FB1821  HISTORY     - Date     Condition        Report By
 FB1821  HISTORY     - 1938     MONUMENTED       TVA
 FB1821  HISTORY     - 1961     GOOD             TVA
 FB1821  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1821
 FB1821                          STATION DESCRIPTION
 FB1821
 FB1821'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FB1821'0.7 MI N FROM KODAK.
 FB1821'0.7 MILE NORTH ALONG A COUNTY ROAD FROM KODAK, ON THE W.A.
 FB1821'UNDERWOOD PROPERTY, 400 FEET SOUTHEAST OF THE HOUSE, 110 FEET
 FB1821'SOUTHEAST OF THE SPRING HOUSE, 28.4 FEET NORTHEAST OF THE
 FB1821'NORTHEAST CORNER OF THE BARN, 40 FEET WEST OF A PATCH OF WOODS, 9
 FB1821'FEET WEST OF THE HODGES FERRY ROAD, AND 2.4 FEET NORTHWEST OF A
 FB1821'POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 FB1821'605 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1821
 FB1821                          STATION RECOVERY (1969)
 FB1821
 FB1821'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1822 ***********************************************************************
 FB1822  DESIGNATION -  LHT 606
 FB1822  PID         -  FB1822
 FB1822  STATE/COUNTY-  TN/SEVIER
 FB1822  USGS QUAD   -  BOYDS CREEK (1986)
 FB1822
 FB1822                         *CURRENT SURVEY CONTROL
 FB1822  ___________________________________________________________________
 FB1822* NAD 83(1995)-  35 59 46.39634(N)    083 38 01.29187(W)     ADJUSTED  
 FB1822* NAVD 88     -       308.285  (meters)    1011.43   (feet)  ADJUSTED  
 FB1822  ___________________________________________________________________
 FB1822  X           -     572,881.607 (meters)                     COMP
 FB1822  Y           -  -5,134,609.616 (meters)                     COMP
 FB1822  Z           -   3,728,015.532 (meters)                     COMP
 FB1822  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FB1822  ELLIP HEIGHT-         277.47  (meters)          (04/12/99) GPS OBS
 FB1822  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FB1822  DYNAMIC HT  -         307.999 (meters)    1010.49  (feet)  COMP
 FB1822  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB1822
 FB1822  HORZ ORDER  -  FIRST
 FB1822  VERT ORDER  -  SECOND    CLASS 0
 FB1822  ELLP ORDER  -  FOURTH    CLASS I
 FB1822
 FB1822.The horizontal coordinates were established by GPS observations
 FB1822.and adjusted by the National Geodetic Survey in April 1999..
 FB1822
 FB1822.The orthometric height was determined by differential leveling
 FB1822.and adjusted by the National Geodetic Survey in June 1991..
 FB1822
 FB1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB1822
 FB1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1822
 FB1822.The ellipsoidal height was determined by GPS observations
 FB1822.and is referenced to NAD 83.
 FB1822
 FB1822.The geoid height was determined by GEOID03.
 FB1822
 FB1822.The dynamic height is computed by dividing the NAVD 88
 FB1822.geopotential number by the normal gravity value computed on the
 FB1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1822.degrees latitude (g = 980.6199 gals.).
 FB1822
 FB1822.The modeled gravity was interpolated from observed gravity values.
 FB1822
 FB1822;                    North         East     Units Scale Factor Converg.
 FB1822;SPC TN       -   187,075.358   813,334.272   MT  0.99995239   +1 23 07.2
 FB1822;SPC TN       -   613,763.07  2,668,414.19   sFT  0.99995239   +1 23 07.2
 FB1822;UTM  17      - 3,986,737.528   262,594.194   MT  1.00029453   -1 32 55.1
 FB1822
 FB1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1822!SPC TN       -   0.99995645  x   0.99995239  =   0.99990885
 FB1822!UTM  17      -   0.99995645  x   1.00029453  =   1.00025097
 FB1822
 FB1822                          SUPERSEDED SURVEY CONTROL
 FB1822
 FB1822  NAD 83(1995)-  35 59 46.39797(N)    083 38 01.29831(W) AD(       ) 1
 FB1822  ELLIP H (05/28/93)  277.38   (m)                       GP(       ) 4 2
 FB1822  NGVD 29 (??/??/92)  308.440  (m)         1011.94   (f) ADJ UNCH    2 0
 FB1822
 FB1822.Superseded values are not recommended for survey control.
 FB1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1822.See file dsdata.txt to determine how the superseded data were derived.
 FB1822
 FB1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6259486738(NAD 83)
 FB1822_MARKER: DD = SURVEY DISK
 FB1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1822_STAMPING: LHT 606 1938
 FB1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1822+STABILITY: SURFACE MOTION
 FB1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB1822+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB1822
 FB1822  HISTORY     - Date     Condition        Report By
 FB1822  HISTORY     - 1988     MONUMENTED       AEROS
 FB1822  HISTORY     - 1961     GOOD             TVA
 FB1822
 FB1822                          STATION DESCRIPTION
 FB1822
 FB1822'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB1822'THE STATION IS LOCATED ABOUT 25.9 KM (16.0 MI) NORTH OF SEVIERVILLE,
 FB1822'25.9 KM (16.0 MI) WEST OF DANDRIDGE, 9.7 KM (6.0 MI) NORTHWEST OF
 FB1822'DOUGLAS DAM, AND 5.7 KM (3.5 MI) EAST OF THE JUNCTION OF INTERSTATE
 FB1822'40 AND MIDWAY ROAD AT EXIT 402.
 FB1822'OWNERSHIP--MR. LEONARD BATES, CALL THE HOMEOWNER AT 933-1843, OR AT
 FB1822'933-5621 FOR ACCESS PERMISSION.
 FB1822'
 FB1822'TO REACH THE STATION FROM INTERSTATE 40 IN KNOXVILLE, GO EAST ON
 FB1822'INTERSTATE 40 TO EXIT 402 TO MIDWAY ROAD.  TURN LEFT AND GO 0.73 KM
 FB1822'(0.45 MI) ON MIDWAY ROAD TO THE JUNCTION OF THORN GROVE PIKE.  TURN
 FB1822'RIGHT AND GO 5.7 KM (3.5 MI) ON THORN GROVE PIKE (PASSING THROUGH
 FB1822'THORN GROVE AND CROSSING INTO SEVIRER COUNTY) TO A FORK IN THE ROAD.
 FB1822'FOLLOW THE RIGHT FORK AND GO 0.2 KM (0.1 MI) TO A STOP SIGN AT THE
 FB1822'JUNCTION OF DOUGLAS DRUM ROAD.  TURN RIGHT AND GO 1.6 KM (1.0 MI)
 FB1822'ON DOUGLAS DRUM ROAD TO A CIRCLE DRIVEWAY AND THE STATION ON THE
 FB1822'LEFT, SET INSIDE THE CIRCLE DRIVEWAY.
 FB1822'
 FB1822'THE STATION IS A STANDARD TVA DISK
 FB1822'STAMPED---LHT 606 1938---,
 FB1822'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FB1822'18 CM ON SIDE PROJECTING 26 CM ABOVE GROUND.  LOCATED
 FB1822'9.4 METERS (30.8 FT) EAST FROM A PAINTED ARROW AT THE EDGE OF
 FB1822'DOUGLAS DRUM ROAD, AND
 FB1822'0.3 METERS (1.1 FT) WEST FROM A WITNESS POST.
 FB1822
 FB1822                          STATION RECOVERY (1961)
 FB1822
 FB1822'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 FB1822'1.6 MI N FROM KODAK.
 FB1822'1.6 MILES NORTH ALONG A COUNTY ROAD FROM KODAK, 700 FEET SOUTHEAST
 FB1822'OF UNDERWOOD SCHOOL, ON THE H.M. PETTY PROPERTY, 250 FEET
 FB1822'NORTHEAST OF A WHITE HOUSE, 175 FEET WEST OF THE PETTY HOUSE, 42
 FB1822'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 38.7 FEET
 FB1822'SOUTHEAST OF A FENCE CORNER, 27 FEET EAST OF THE HODGES FERRY
 FB1822'ROAD, AND 2 FEET WEST OF A WIRE FENCE.  A TENNESSEE VALLEY
 FB1822'AUTHORITY STANDARD DISK, STAMPED LHT 606 1938 AND SET IN THE TOP
 FB1822'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1826 ***********************************************************************
 FB1826  DESIGNATION -  LHT 607
 FB1826  PID         -  FB1826
 FB1826  STATE/COUNTY-  TN/SEVIER
 FB1826  USGS QUAD   -  BOYDS CREEK (1986)
 FB1826
 FB1826                         *CURRENT SURVEY CONTROL
 FB1826  ___________________________________________________________________
 FB1826* NAD 83(1986)-  35 55 12.     (N)    083 44 37.     (W)     SCALED    
 FB1826* NAVD 88     -       277.37   (+/-2cm)     910.0    (feet)  VERTCON   
 FB1826  ___________________________________________________________________
 FB1826  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1826
 FB1826  VERT ORDER  -  ? (See Below)
 FB1826
 FB1826.The horizontal coordinates were scaled from a topographic map and have
 FB1826.an estimated accuracy of +/- 6 seconds.
 FB1826
 FB1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1826.The vertical order pertains to the NGVD 29 superseded value.
 FB1826
 FB1826.The geoid height was determined by GEOID03.
 FB1826
 FB1826;                    North         East    Units  Estimated Accuracy
 FB1826;SPC TN       -   178,390.      803,620.      MT  (+/- 180 meters Scaled)
 FB1826
 FB1826                          SUPERSEDED SURVEY CONTROL
 FB1826
 FB1826  NGVD 29 (??/??/92)  277.510  (m)          910.46   (f) ADJ UNCH    ?  
 FB1826
 FB1826.Superseded values are not recommended for survey control.
 FB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1826.See file dsdata.txt to determine how the superseded data were derived.
 FB1826
 FB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV524785(NAD 83)
 FB1826_MARKER: DD = SURVEY DISK
 FB1826_SETTING: 80 = SET IN A BOULDER
 FB1826_STAMPING: LHT 607 1938
 FB1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1826+STABILITY: SURFACE MOTION
 FB1826
 FB1826  HISTORY     - Date     Condition        Report By
 FB1826  HISTORY     - 1938     MONUMENTED       TVA
 FB1826
 FB1826                          STATION DESCRIPTION
 FB1826
 FB1826'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1826'1 MI SE FROM KIMBERLIN HEIGHTS.
 FB1826'IN SEVIER COUNTY, 1.0 MILE SOUTHEAST ALONG THE GAP CREEK ROAD
 FB1826'FROM KIMBERLIN HEIGHTS, KNOX COUNTY, 0.2 MILE SOUTH OF THE
 FB1826'SEVIER-KNOX COUNTY LINE, ON THE HINES GAP ROAD, 0.1 MILE
 FB1826'DOWNSTREAM FROM A LOG BRIDGE OVER GAP CREEK, 52 FEET EAST OF A
 FB1826'10-INCH POPLAR TREE, 35 FEET SOUTH OF A 12-INCH SYCAMORE TREE, 19
 FB1826'FEET NORTH OF A 14-INCH SYCAMORE TREE, 24 FEET EAST OF THE ROAD,
 FB1826'AT THE EDGE OF THE CREEK, AND IN THE TOP OF A BOULDER.  A
 FB1826'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 607 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1827 ***********************************************************************
 FB1827  DESIGNATION -  LHT 608
 FB1827  PID         -  FB1827
 FB1827  STATE/COUNTY-  TN/KNOX
 FB1827  USGS QUAD   -  BOYDS CREEK (1986)
 FB1827
 FB1827                         *CURRENT SURVEY CONTROL
 FB1827  ___________________________________________________________________
 FB1827* NAD 83(1986)-  35 55 37.     (N)    083 44 45.     (W)     SCALED    
 FB1827* NAVD 88     -       269.32   (+/-2cm)     883.6    (feet)  VERTCON   
 FB1827  ___________________________________________________________________
 FB1827  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1827
 FB1827  VERT ORDER  -  ? (See Below)
 FB1827
 FB1827.The horizontal coordinates were scaled from a topographic map and have
 FB1827.an estimated accuracy of +/- 6 seconds.
 FB1827
 FB1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1827.The vertical order pertains to the NGVD 29 superseded value.
 FB1827
 FB1827.The geoid height was determined by GEOID03.
 FB1827
 FB1827;                    North         East    Units  Estimated Accuracy
 FB1827;SPC TN       -   179,150.      803,400.      MT  (+/- 180 meters Scaled)
 FB1827
 FB1827                          SUPERSEDED SURVEY CONTROL
 FB1827
 FB1827  NGVD 29 (??/??/92)  269.464  (m)          884.07   (f) ADJ UNCH    ?  
 FB1827
 FB1827.Superseded values are not recommended for survey control.
 FB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1827.See file dsdata.txt to determine how the superseded data were derived.
 FB1827
 FB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV522793(NAD 83)
 FB1827_MARKER: DD = SURVEY DISK
 FB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1827_STAMPING: LHT 608 1938
 FB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1827+STABILITY: SURFACE MOTION
 FB1827
 FB1827  HISTORY     - Date     Condition        Report By
 FB1827  HISTORY     - 1938     MONUMENTED       TVA
 FB1827
 FB1827                          STATION DESCRIPTION
 FB1827
 FB1827'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1827'0.4 MI SE FROM KIMBERLIN HEIGHTS.
 FB1827'0.4 MILE SOUTHEAST ALONG THE HINES GAP ROAD FROM KIMBERLIN
 FB1827'HEIGHTS, KNOX COUNTY, ON THE PROPERTY OF THE J.A. LOVITY HEIRS,
 FB1827'200 FEET NORTH OF THE HOUSE, 70 FEET WEST OF A GARDEN FENCE,
 FB1827'AT THE JUNCTION OF THE KIMBERLIN HEIGHTS ROAD, 75 FEET SOUTH OF
 FB1827'THE KIMBERLIN HEIGHTS ROAD, 41.4 FEET SOUTHWEST OF A 6-INCH PEACH
 FB1827'TREE, 7 FEET EAST OF THE HINES GAP ROAD, AND 6.8 FEET NORTH OF A
 FB1827'12-INCH HICKORY TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1827'DISK, STAMPED LHT 608 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1828 ***********************************************************************
 FB1828  DESIGNATION -  LHT 609
 FB1828  PID         -  FB1828
 FB1828  STATE/COUNTY-  TN/KNOX
 FB1828  USGS QUAD   -  SHOOKS GAP (1987)
 FB1828
 FB1828                         *CURRENT SURVEY CONTROL
 FB1828  ___________________________________________________________________
 FB1828* NAD 83(1986)-  35 55 50.     (N)    083 45 04.     (W)     SCALED    
 FB1828* NAVD 88     -       280.78   (+/-2cm)     921.2    (feet)  VERTCON   
 FB1828  ___________________________________________________________________
 FB1828  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1828
 FB1828  VERT ORDER  -  ? (See Below)
 FB1828
 FB1828.The horizontal coordinates were scaled from a topographic map and have
 FB1828.an estimated accuracy of +/- 6 seconds.
 FB1828
 FB1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1828.The vertical order pertains to the NGVD 29 superseded value.
 FB1828
 FB1828.The geoid height was determined by GEOID03.
 FB1828
 FB1828;                    North         East    Units  Estimated Accuracy
 FB1828;SPC TN       -   179,540.      802,920.      MT  (+/- 180 meters Scaled)
 FB1828
 FB1828                          SUPERSEDED SURVEY CONTROL
 FB1828
 FB1828  NGVD 29 (??/??/92)  280.924  (m)          921.66   (f) ADJ UNCH    ?  
 FB1828
 FB1828.Superseded values are not recommended for survey control.
 FB1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1828.See file dsdata.txt to determine how the superseded data were derived.
 FB1828
 FB1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV518797(NAD 83)
 FB1828_MARKER: DD = SURVEY DISK
 FB1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1828_STAMPING: LHT 609 1938
 FB1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1828+STABILITY: SURFACE MOTION
 FB1828
 FB1828  HISTORY     - Date     Condition        Report By
 FB1828  HISTORY     - 1938     MONUMENTED       TVA
 FB1828  HISTORY     - 1969     GOOD             TNDT
 FB1828
 FB1828                          STATION DESCRIPTION
 FB1828
 FB1828'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1828'AT KIMBERLIN HEIGHTS.
 FB1828'AT KIMBERLIN HEIGHTS, KNOX COUNTY, 0.5 MILE SOUTHEAST OF THE
 FB1828'JOHNSON BIBLE COLLEGE, ON THE RIVERDALE FERRY-HOPEWELL CHURCH
 FB1828'ROAD, ON THE LINK MONDAY PROPERTY, AT A ROAD INTERSECTION, 300
 FB1828'FEET NORTH OF A ONE-STORY FRAME HOUSE, 225 FEET NORTHEAST OF A
 FB1828'GENERAL STORE, 100 FEET NORTHEAST OF A ONE-STORY MILL HOUSE, 100
 FB1828'FEET SOUTH OF A SMALL BARN, 50.1 FEET NORTHWEST OF A PUMP, 93.9
 FB1828'FEET SOUTHWEST OF A 14-INCH PINE TREE, 48 FEET NORTHWEST OF A
 FB1828'3-INCH APPLE TREE, AND AT THE BASE OF A 12-INCH ELM TREE WHICH
 FB1828'IS THE END TREE AT THE SOUTHWEST END OF A GROUP OF THREE ELM
 FB1828'TREES IN A NORTHEAST-AND-SOUTHWEST LINE.  A TENNESSEE VALLEY
 FB1828'AUTHORITY STANDARD DISK, STAMPED LHT 609 1938 AND SET IN THE TOP
 FB1828'OF A CONCRETE POST.
 FB1828
 FB1828                          STATION RECOVERY (1969)
 FB1828
 FB1828'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1828'3 FT. W OF NW CORNER OF GARAGE, 9 FT. N OF BACK STEPS OF FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1830 ***********************************************************************
 FB1830  DESIGNATION -  LHT 610
 FB1830  PID         -  FB1830
 FB1830  STATE/COUNTY-  TN/KNOX
 FB1830  USGS QUAD   -  SHOOKS GAP (1987)
 FB1830
 FB1830                         *CURRENT SURVEY CONTROL
 FB1830  ___________________________________________________________________
 FB1830* NAD 83(1986)-  35 56 38.     (N)    083 46 15.     (W)     SCALED    
 FB1830* NAVD 88     -       270.18   (+/-2cm)     886.4    (feet)  VERTCON   
 FB1830  ___________________________________________________________________
 FB1830  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1830
 FB1830  VERT ORDER  -  ? (See Below)
 FB1830
 FB1830.The horizontal coordinates were scaled from a topographic map and have
 FB1830.an estimated accuracy of +/- 6 seconds.
 FB1830
 FB1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1830.The vertical order pertains to the NGVD 29 superseded value.
 FB1830
 FB1830.The geoid height was determined by GEOID03.
 FB1830
 FB1830;                    North         East    Units  Estimated Accuracy
 FB1830;SPC TN       -   180,980.      801,110.      MT  (+/- 180 meters Scaled)
 FB1830
 FB1830                          SUPERSEDED SURVEY CONTROL
 FB1830
 FB1830  NGVD 29 (??/??/92)  270.329  (m)          886.90   (f) ADJ UNCH    ?  
 FB1830
 FB1830.Superseded values are not recommended for survey control.
 FB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1830.See file dsdata.txt to determine how the superseded data were derived.
 FB1830
 FB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV500812(NAD 83)
 FB1830_MARKER: DD = SURVEY DISK
 FB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1830_STAMPING: LHT 610 1938
 FB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1830+STABILITY: SURFACE MOTION
 FB1830
 FB1830  HISTORY     - Date     Condition        Report By
 FB1830  HISTORY     - 1938     MONUMENTED       TVA
 FB1830  HISTORY     - 1969     GOOD             TNDT
 FB1830
 FB1830                          STATION DESCRIPTION
 FB1830
 FB1830'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1830'1.8 MI NW FROM KIMBERLIN HEIGHTS.
 FB1830'1.8 MILES NORTHWEST ALONG THE RIVERDALE FERRY ROAD FROM KIMBERLIN
 FB1830'HEIGHTS, 1.2 MILES SOUTH OF RIVERDALE FERRY, AT FOREST GROVE
 FB1830'CHURCH, AT THE JUNCTION OF THE RIVERDALE FERRY ROAD AND THE
 FB1830'HOPEWELL CHURCH ROAD, 500 FEET EAST OF THE INTERSECTION, 450 FEET
 FB1830'SOUTHWEST OF THE ONE-STORY BARN, 350 FEET NORTHEAST OF THE EAST
 FB1830'CORNER OF A CEMETERY, 77.1 FEET NORTHEAST OF THE NORTHEAST
 FB1830'CORNER OF THE CHURCH, 90.7 FEET NORTHEAST OF THE NORTHWEST
 FB1830'CORNER, 50 FEET WEST OF THE JUNCTION OF THE CHURCH DRIVEWAY,
 FB1830'6 FEET NORTHWEST OF A 20-INCH OAK TREE, AND ON THE NORTHEAST
 FB1830'TIMBER LINE OF THE CHURCH GROUNDS.  A TENNESSEE VALLEY AUTHORITY
 FB1830'STANDARD DISK, STAMPED LHT 610 1938 AND SET IN THE TOP OF A
 FB1830'CONCRETE POST.
 FB1830
 FB1830                          STATION RECOVERY (1969)
 FB1830
 FB1830'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1830'FLUSH WITH PAVED PARKING AREA, 10 FT. N OF A 36 IN. OAK TREE AND 52
 FB1830'FT. NNE OF MAIN ENT. TO CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1301 ***********************************************************************
 FB1301  DESIGNATION -  LHT 611
 FB1301  PID         -  FB1301
 FB1301  STATE/COUNTY-  TN/COCKE
 FB1301  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1301
 FB1301                         *CURRENT SURVEY CONTROL
 FB1301  ___________________________________________________________________
 FB1301* NAD 83(1986)-  35 52 43.     (N)    083 16 14.     (W)     SCALED    
 FB1301* NAVD 88     -       415.48   (+/-2cm)    1363.1    (feet)  VERTCON   
 FB1301  ___________________________________________________________________
 FB1301  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1301
 FB1301  VERT ORDER  -  ? (See Below)
 FB1301
 FB1301.The horizontal coordinates were scaled from a topographic map and have
 FB1301.an estimated accuracy of +/- 6 seconds.
 FB1301
 FB1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1301.The vertical order pertains to the NGVD 29 superseded value.
 FB1301
 FB1301.The geoid height was determined by GEOID03.
 FB1301
 FB1301;                    North         East    Units  Estimated Accuracy
 FB1301;SPC TN       -   174,880.      846,430.      MT  (+/- 180 meters Scaled)
 FB1301
 FB1301                          SUPERSEDED SURVEY CONTROL
 FB1301
 FB1301  NGVD 29 (??/??/92)  415.636  (m)         1363.63   (f) ADJ UNCH    ?  
 FB1301
 FB1301.Superseded values are not recommended for survey control.
 FB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1301.See file dsdata.txt to determine how the superseded data were derived.
 FB1301
 FB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV950728(NAD 83)
 FB1301_MARKER: DD = SURVEY DISK
 FB1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1301_STAMPING: LHT 611 1938
 FB1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1301+STABILITY: SURFACE MOTION
 FB1301
 FB1301  HISTORY     - Date     Condition        Report By
 FB1301  HISTORY     - 1938     MONUMENTED       TVA
 FB1301
 FB1301                          STATION DESCRIPTION
 FB1301
 FB1301'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1301'0.8 MI W FROM JENKINS CHURCH.
 FB1301'0.75 MILE WEST OF JENKINS CHURCH, COCKE COUNTY, ON THE BOGARD
 FB1301'ROAD, 30 FEET SOUTHWEST OF BOGARD CREEK, AT THE T-JUNCTION OF A
 FB1301'DIRT ROAD LEADING SOUTH, 60 FEET SOUTHWEST OF THE MAIN ROAD, 15
 FB1301'FEET SOUTHEAST OF THE DIRT ROAD, ON THE PROPERTY OF J.F. BRYANT,
 FB1301'130 FEET SOUTHEAST OF THE TWO-STORY HOUSE, 150 FEET NORTHWEST
 FB1301'OF A SAWMILL, 35 FEET SOUTH OF A BRIDGE OVER BOGARD CREEK, 68.4
 FB1301'FEET SOUTH OF A 9-INCH POPLAR TREE, AND 9.8 FEET NORTHEAST OF A
 FB1301'2-INCH SWEET GUM TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1301'DISK, STAMPED LHT 611 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1302 ***********************************************************************
 FB1302  DESIGNATION -  LHT 612
 FB1302  PID         -  FB1302
 FB1302  STATE/COUNTY-  TN/COCKE
 FB1302  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1302
 FB1302                         *CURRENT SURVEY CONTROL
 FB1302  ___________________________________________________________________
 FB1302* NAD 83(1986)-  35 52 36.     (N)    083 17 07.     (W)     SCALED    
 FB1302* NAVD 88     -       492.98   (+/-2cm)    1617.4    (feet)  VERTCON   
 FB1302  ___________________________________________________________________
 FB1302  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1302
 FB1302  VERT ORDER  -  ? (See Below)
 FB1302
 FB1302.The horizontal coordinates were scaled from a topographic map and have
 FB1302.an estimated accuracy of +/- 6 seconds.
 FB1302
 FB1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1302.The vertical order pertains to the NGVD 29 superseded value.
 FB1302
 FB1302.The geoid height was determined by GEOID03.
 FB1302
 FB1302;                    North         East    Units  Estimated Accuracy
 FB1302;SPC TN       -   174,630.      845,110.      MT  (+/- 180 meters Scaled)
 FB1302
 FB1302                          SUPERSEDED SURVEY CONTROL
 FB1302
 FB1302  NGVD 29 (??/??/92)  493.132  (m)         1617.88   (f) ADJ UNCH    ?  
 FB1302
 FB1302.Superseded values are not recommended for survey control.
 FB1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1302.See file dsdata.txt to determine how the superseded data were derived.
 FB1302
 FB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV936726(NAD 83)
 FB1302_MARKER: DD = SURVEY DISK
 FB1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1302_STAMPING: LHT 612 1938
 FB1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1302+STABILITY: SURFACE MOTION
 FB1302
 FB1302  HISTORY     - Date     Condition        Report By
 FB1302  HISTORY     - 1938     MONUMENTED       TVA
 FB1302
 FB1302                          STATION DESCRIPTION
 FB1302
 FB1302'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1302'1.8 MI W FROM JENKINS CHURCH.
 FB1302'1.8 MILES WEST OF JENKINS CHURCH, COCKE COUNTY, ON THE BOGARD
 FB1302'ROAD, 60 FEET SOUTHWEST OF THE SOUTH FORK OF BOGARD CREEK, 65
 FB1302'FEET SOUTHEAST OF A BRIDGE OVER THE SOUTH FORK OF THE CREEK,
 FB1302'ON THE PROPERTY OF J.R. DUNN, 47.7 FEET SOUTH OF THE SOUTHEAST
 FB1302'CORNER OF LARGE BARN, 35 FEET SOUTHWEST OF A WOODSHED, 14.4 FEET
 FB1302'NORTH OF THE SOUTHEAST CORNER OF THE HOUSE, AND 20 FEET SOUTHWEST
 FB1302'OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1302'LHT 612 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1303 ***********************************************************************
 FB1303  DESIGNATION -  LHT 613
 FB1303  PID         -  FB1303
 FB1303  STATE/COUNTY-  TN/COCKE
 FB1303  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1303
 FB1303                         *CURRENT SURVEY CONTROL
 FB1303  ___________________________________________________________________
 FB1303* NAD 83(1986)-  35 52 30.     (N)    083 18 00.     (W)     SCALED    
 FB1303* NAVD 88     -       600.31   (+/-2cm)    1969.5    (feet)  VERTCON   
 FB1303  ___________________________________________________________________
 FB1303  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FB1303
 FB1303  VERT ORDER  -  ? (See Below)
 FB1303
 FB1303.The horizontal coordinates were scaled from a topographic map and have
 FB1303.an estimated accuracy of +/- 6 seconds.
 FB1303
 FB1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1303.The vertical order pertains to the NGVD 29 superseded value.
 FB1303
 FB1303.The geoid height was determined by GEOID03.
 FB1303
 FB1303;                    North         East    Units  Estimated Accuracy
 FB1303;SPC TN       -   174,410.      843,780.      MT  (+/- 180 meters Scaled)
 FB1303
 FB1303                          SUPERSEDED SURVEY CONTROL
 FB1303
 FB1303  NGVD 29 (??/??/92)  600.450  (m)         1969.98   (f) ADJ UNCH    ?  
 FB1303
 FB1303.Superseded values are not recommended for survey control.
 FB1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1303.See file dsdata.txt to determine how the superseded data were derived.
 FB1303
 FB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV923725(NAD 83)
 FB1303_MARKER: DD = SURVEY DISK
 FB1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1303_STAMPING: LHT 613 1938
 FB1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1303+STABILITY: SURFACE MOTION
 FB1303
 FB1303  HISTORY     - Date     Condition        Report By
 FB1303  HISTORY     - 1938     MONUMENTED       TVA
 FB1303
 FB1303                          STATION DESCRIPTION
 FB1303
 FB1303'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1303'6.2 MI SE FROM BIRD CROSSROAD.
 FB1303'IN COCKE COUNTY, 6.2 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD
 FB1303'AND THE BOGARD ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, 70 FEET
 FB1303'NORTH OF THE SOUTH FORK OF BOGARD CREEK, 30 FEET SOUTHWEST OF A
 FB1303'SMALL DRAIN, 14 FEET NORTH OF THE BOGARD ROAD, ON THE SOUTHWEST
 FB1303'EDGE OF A HOLLOW, AT THE EAST EDGE OF A PINE SAPLING THICKET, 34.5
 FB1303'FEET NORTH OF A 12-INCH WHITE OAK TREE, AND 33.8 FEET WEST OF A
 FB1303'6-INCH CHESTNUT OAK TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1303'DISK, STAMPED LHT 613 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1304 ***********************************************************************
 FB1304  DESIGNATION -  LHT 614
 FB1304  PID         -  FB1304
 FB1304  STATE/COUNTY-  TN/SEVIER
 FB1304  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1304
 FB1304                         *CURRENT SURVEY CONTROL
 FB1304  ___________________________________________________________________
 FB1304* NAD 83(1986)-  35 52 49.     (N)    083 18 35.     (W)     SCALED    
 FB1304* NAVD 88     -       727.54   (+/-2cm)    2386.9    (feet)  VERTCON   
 FB1304  ___________________________________________________________________
 FB1304  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1304
 FB1304  VERT ORDER  -  ? (See Below)
 FB1304
 FB1304.The horizontal coordinates were scaled from a topographic map and have
 FB1304.an estimated accuracy of +/- 6 seconds.
 FB1304
 FB1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1304.The vertical order pertains to the NGVD 29 superseded value.
 FB1304
 FB1304.The geoid height was determined by GEOID03.
 FB1304
 FB1304;                    North         East    Units  Estimated Accuracy
 FB1304;SPC TN       -   174,970.      842,890.      MT  (+/- 180 meters Scaled)
 FB1304
 FB1304                          SUPERSEDED SURVEY CONTROL
 FB1304
 FB1304  NGVD 29 (??/??/92)  727.680  (m)         2387.40   (f) ADJ UNCH    ?  
 FB1304
 FB1304.Superseded values are not recommended for survey control.
 FB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1304.See file dsdata.txt to determine how the superseded data were derived.
 FB1304
 FB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV914731(NAD 83)
 FB1304_MARKER: DD = SURVEY DISK
 FB1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1304_STAMPING: LHT 614 1938
 FB1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1304+STABILITY: SURFACE MOTION
 FB1304
 FB1304  HISTORY     - Date     Condition        Report By
 FB1304  HISTORY     - 1938     MONUMENTED       TVA
 FB1304
 FB1304                          STATION DESCRIPTION
 FB1304
 FB1304'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1304'5.5 MI SE FROM BIRD CROSSROAD.
 FB1304'5.5 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1304'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, ON THE COCKE-SEVIER
 FB1304'COUNTY LINE, AT THE TOP OF RICH MOUNTAIN, 28 FEET SOUTHWEST OF
 FB1304'THE BOGARD ROAD, 50 FEET SOUTHWEST OF AN 18-INCH CHESTNUT OAK
 FB1304'TREE, 73.2 FEET NORTH OF AN 8-INCH RED OAK TREE, 12 FEET EAST
 FB1304'OF THE WEST EDGE OF A CLEARING, AND OPPOSITE A 6-FOOT ROAD CUT.
 FB1304'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 614 1938
 FB1304'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1306 ***********************************************************************
 FB1306  DESIGNATION -  LHT 615
 FB1306  PID         -  FB1306
 FB1306  STATE/COUNTY-  TN/SEVIER
 FB1306  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1306
 FB1306                         *CURRENT SURVEY CONTROL
 FB1306  ___________________________________________________________________
 FB1306* NAD 83(1986)-  35 52 55.     (N)    083 19 14.     (W)     SCALED    
 FB1306* NAVD 88     -       754.46   (+/-2cm)    2475.3    (feet)  VERTCON   
 FB1306  ___________________________________________________________________
 FB1306  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1306
 FB1306  VERT ORDER  -  ? (See Below)
 FB1306
 FB1306.The horizontal coordinates were scaled from a topographic map and have
 FB1306.an estimated accuracy of +/- 6 seconds.
 FB1306
 FB1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1306.The vertical order pertains to the NGVD 29 superseded value.
 FB1306
 FB1306.The geoid height was determined by GEOID03.
 FB1306
 FB1306;                    North         East    Units  Estimated Accuracy
 FB1306;SPC TN       -   175,130.      841,910.      MT  (+/- 180 meters Scaled)
 FB1306
 FB1306                          SUPERSEDED SURVEY CONTROL
 FB1306
 FB1306  NGVD 29 (??/??/92)  754.603  (m)         2475.73   (f) ADJ UNCH    ?  
 FB1306
 FB1306.Superseded values are not recommended for survey control.
 FB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1306.See file dsdata.txt to determine how the superseded data were derived.
 FB1306
 FB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV905733(NAD 83)
 FB1306_MARKER: DD = SURVEY DISK
 FB1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1306_STAMPING: LHT 615 1938
 FB1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1306+STABILITY: SURFACE MOTION
 FB1306
 FB1306  HISTORY     - Date     Condition        Report By
 FB1306  HISTORY     - 1938     MONUMENTED       TVA
 FB1306
 FB1306                          STATION DESCRIPTION
 FB1306
 FB1306'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1306'4.3 MI SE FROM BIRD CROSSROAD.
 FB1306'4.3 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1306'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, ON THE ENGLISH MOUNTAIN
 FB1306'GRADE, 1.2 MILES NORTHWEST OF THE INTERSECTION OF THE COCKE-SEVIER
 FB1306'COUNTY LINE, AT A HORSESHOE BEND IN THE BOGARD ROAD, 15 FEET
 FB1306'SOUTHEAST OF THE ROAD, 13.7 FEET WEST OF A 3-INCH PINE TREE, 10.1
 FB1306'FEET SOUTHWEST OF A 4-INCH PINE TREE, AND 4 FEET SOUTHWEST OF
 FB1306'A FOOTPATH.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1306'LHT 615 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1307 ***********************************************************************
 FB1307  DESIGNATION -  LHT 616
 FB1307  PID         -  FB1307
 FB1307  STATE/COUNTY-  TN/SEVIER
 FB1307  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1307
 FB1307                         *CURRENT SURVEY CONTROL
 FB1307  ___________________________________________________________________
 FB1307* NAD 83(1986)-  35 53 14.     (N)    083 19 13.     (W)     SCALED    
 FB1307* NAVD 88     -       760.91   (+/-2cm)    2496.4    (feet)  VERTCON   
 FB1307  ___________________________________________________________________
 FB1307  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1307
 FB1307  VERT ORDER  -  ? (See Below)
 FB1307
 FB1307.The horizontal coordinates were scaled from a topographic map and have
 FB1307.an estimated accuracy of +/- 6 seconds.
 FB1307
 FB1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1307.The vertical order pertains to the NGVD 29 superseded value.
 FB1307
 FB1307.The geoid height was determined by GEOID03.
 FB1307
 FB1307;                    North         East    Units  Estimated Accuracy
 FB1307;SPC TN       -   175,720.      841,920.      MT  (+/- 180 meters Scaled)
 FB1307
 FB1307                          SUPERSEDED SURVEY CONTROL
 FB1307
 FB1307  NGVD 29 (??/??/92)  761.047  (m)         2496.87   (f) ADJ UNCH    ?  
 FB1307
 FB1307.Superseded values are not recommended for survey control.
 FB1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1307.See file dsdata.txt to determine how the superseded data were derived.
 FB1307
 FB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV905739(NAD 83)
 FB1307_MARKER: DD = SURVEY DISK
 FB1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1307_STAMPING: LHT 616 1938
 FB1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1307+STABILITY: SURFACE MOTION
 FB1307
 FB1307  HISTORY     - Date     Condition        Report By
 FB1307  HISTORY     - 1938     MONUMENTED       TVA
 FB1307
 FB1307                          STATION DESCRIPTION
 FB1307
 FB1307'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1307'3.9 MI SE FROM BIRD CROSSROAD.
 FB1307'3.9 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1307'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, 1.6 MILES SOUTHEAST
 FB1307'OF BLOWING CAVE, NEAR THE TOP OF ENGLISH MOUNTAIN, 110 FEET
 FB1307'SOUTHEAST OF A BRIDGE OVER A DRAIN, 32 FEET EAST OF THE BOGARD
 FB1307'ROAD, 22.4 FEET SOUTHEAST OF A 20-INCH PAINTED CHESTNUT OAK TREE,
 FB1307'50.4 FEET SOUTHWEST OF A 14-INCH CHESTNUT OAK TREE, AND 7 FEET
 FB1307'HIGHER THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1307'STAMPED LHT 616 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1308 ***********************************************************************
 FB1308  DESIGNATION -  LHT 617
 FB1308  PID         -  FB1308
 FB1308  STATE/COUNTY-  TN/SEVIER
 FB1308  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1308
 FB1308                         *CURRENT SURVEY CONTROL
 FB1308  ___________________________________________________________________
 FB1308* NAD 83(1986)-  35 53 30.     (N)    083 19 52.     (W)     SCALED    
 FB1308* NAVD 88     -       569.09   (+/-2cm)    1867.1    (feet)  VERTCON   
 FB1308  ___________________________________________________________________
 FB1308  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1308
 FB1308  VERT ORDER  -  ? (See Below)
 FB1308
 FB1308.The horizontal coordinates were scaled from a topographic map and have
 FB1308.an estimated accuracy of +/- 6 seconds.
 FB1308
 FB1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1308.The vertical order pertains to the NGVD 29 superseded value.
 FB1308
 FB1308.The geoid height was determined by GEOID03.
 FB1308
 FB1308;                    North         East    Units  Estimated Accuracy
 FB1308;SPC TN       -   176,180.      840,920.      MT  (+/- 180 meters Scaled)
 FB1308
 FB1308                          SUPERSEDED SURVEY CONTROL
 FB1308
 FB1308  NGVD 29 (??/??/92)  569.235  (m)         1867.57   (f) ADJ UNCH    ?  
 FB1308
 FB1308.Superseded values are not recommended for survey control.
 FB1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1308.See file dsdata.txt to determine how the superseded data were derived.
 FB1308
 FB1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV895744(NAD 83)
 FB1308_MARKER: DD = SURVEY DISK
 FB1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1308_STAMPING: LHT 617 1938
 FB1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1308+STABILITY: SURFACE MOTION
 FB1308
 FB1308  HISTORY     - Date     Condition        Report By
 FB1308  HISTORY     - 1938     MONUMENTED       TVA
 FB1308
 FB1308                          STATION DESCRIPTION
 FB1308
 FB1308'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1308'2.7 MI SE FROM BIRD CROSSROAD.
 FB1308'2.7 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD FROM BIRD
 FB1308'CROSSROAD, SEVIER COUNTY, 0.4 MILE SOUTHEAST OF BLOWING CAVE,
 FB1308'ON THE PROPERTY OF GEORGE DOCKERY, 80 FEET NORTHEAST OF THE JOHN
 FB1308'DOCKERY HOUSE, NEAR THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST,
 FB1308'16 FEET NORTH OF THE MAIN ROAD, 13 FEET NORTHEAST OF A BOX
 FB1308'CULVERT, 22.4 FEET NORTHEAST OF A 9-INCH WALNUT TREE, 19.1 FEET
 FB1308'SOUTH OF A 10-INCH WALNUT TREE, 9 FEET SOUTHEAST OF A RAIL FENCE,
 FB1308'AND 4 FEET NORTHWEST OF AN OLD ROAD.  A TENNESSEE VALLEY AUTHORITY
 FB1308'STANDARD DISK, STAMPED LHT 617 1938 AND SET IN THE TOP OF A
 FB1308'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1310 ***********************************************************************
 FB1310  DESIGNATION -  LHT 618
 FB1310  PID         -  FB1310
 FB1310  STATE/COUNTY-  TN/SEVIER
 FB1310  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1310
 FB1310                         *CURRENT SURVEY CONTROL
 FB1310  ___________________________________________________________________
 FB1310* NAD 83(1986)-  35 54 15.     (N)    083 20 55.     (W)     SCALED    
 FB1310* NAVD 88     -       383.56   (+/-2cm)    1258.4    (feet)  VERTCON   
 FB1310  ___________________________________________________________________
 FB1310  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1310
 FB1310  VERT ORDER  -  ? (See Below)
 FB1310
 FB1310.The horizontal coordinates were scaled from a topographic map and have
 FB1310.an estimated accuracy of +/- 6 seconds.
 FB1310
 FB1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1310.The vertical order pertains to the NGVD 29 superseded value.
 FB1310
 FB1310.The geoid height was determined by GEOID03.
 FB1310
 FB1310;                    North         East    Units  Estimated Accuracy
 FB1310;SPC TN       -   177,520.      839,310.      MT  (+/- 180 meters Scaled)
 FB1310
 FB1310                          SUPERSEDED SURVEY CONTROL
 FB1310
 FB1310  NGVD 29 (??/??/92)  383.708  (m)         1258.88   (f) ADJ UNCH    ?  
 FB1310
 FB1310.Superseded values are not recommended for survey control.
 FB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1310.See file dsdata.txt to determine how the superseded data were derived.
 FB1310
 FB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV880758(NAD 83)
 FB1310_MARKER: DD = SURVEY DISK
 FB1310_SETTING: 66 = SET IN ROCK OUTCROP
 FB1310_SP_SET: ROCK OUTCROP
 FB1310_STAMPING: LHT 618 1938
 FB1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1310+STABILITY: POSITION/ELEVATION WELL
 FB1310
 FB1310  HISTORY     - Date     Condition        Report By
 FB1310  HISTORY     - 1938     MONUMENTED       TVA
 FB1310
 FB1310                          STATION DESCRIPTION
 FB1310
 FB1310'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1310'1.1 MI SE FROM BIRD CROSSROAD.
 FB1310'1.1 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD FROM BIRD
 FB1310'CROSSROAD, SEVIER COUNTY, 125 FEET NORTHEAST OF FLAT CREEK, 100
 FB1310'FEET SOUTHWEST OF THE BRUFF DERRICK HOUSE, 22 FEET SOUTHWEST
 FB1310'OF A STONE FENCE, 16 FEET NORTHEAST OF THE ROAD, 28.6 FEET SOUTH
 FB1310'OF A 22-INCH CEDAR TREE AT THE WEST SIDE OF A GATE, 25.7 FEET
 FB1310'WEST OF AN 8-INCH CEDAR TREE, IN THE TOP OF A ROCK OUTCROP, AND 4
 FB1310'FEET ABOVE THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1310'STAMPED LHT 618 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1311 ***********************************************************************
 FB1311  DESIGNATION -  LHT 619
 FB1311  PID         -  FB1311
 FB1311  STATE/COUNTY-  TN/SEVIER
 FB1311  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1311
 FB1311                         *CURRENT SURVEY CONTROL
 FB1311  ___________________________________________________________________
 FB1311* NAD 83(1986)-  35 54 31.     (N)    083 21 27.     (W)     SCALED    
 FB1311* NAVD 88     -       353.69   (+/-2cm)    1160.4    (feet)  VERTCON   
 FB1311  ___________________________________________________________________
 FB1311  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB1311
 FB1311  VERT ORDER  -  ? (See Below)
 FB1311
 FB1311.The horizontal coordinates were scaled from a topographic map and have
 FB1311.an estimated accuracy of +/- 6 seconds.
 FB1311
 FB1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1311.The vertical order pertains to the NGVD 29 superseded value.
 FB1311
 FB1311.The geoid height was determined by GEOID03.
 FB1311
 FB1311;                    North         East    Units  Estimated Accuracy
 FB1311;SPC TN       -   178,000.      838,490.      MT  (+/- 180 meters Scaled)
 FB1311
 FB1311                          SUPERSEDED SURVEY CONTROL
 FB1311
 FB1311  NGVD 29 (??/??/92)  353.835  (m)         1160.87   (f) ADJ UNCH    ?  
 FB1311
 FB1311.Superseded values are not recommended for survey control.
 FB1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1311.See file dsdata.txt to determine how the superseded data were derived.
 FB1311
 FB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV872763(NAD 83)
 FB1311_MARKER: DD = SURVEY DISK
 FB1311_SETTING: 66 = SET IN ROCK OUTCROP
 FB1311_SP_SET: ROCK OUTCROP
 FB1311_STAMPING: LHT 619 1938
 FB1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1311+STABILITY: POSITION/ELEVATION WELL
 FB1311
 FB1311  HISTORY     - Date     Condition        Report By
 FB1311  HISTORY     - 1938     MONUMENTED       TVA
 FB1311
 FB1311                          STATION DESCRIPTION
 FB1311
 FB1311'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1311'0.5 MI SE FROM BIRD CROSSROAD.
 FB1311'0.5 MILE SOUTHEAST ALONG THE BLOWING CAVE FROM BIRD CROSSROAD,
 FB1311'SEVIER COUNTY, 0.25 MILE NORTHWEST OF BIRD SCHOOL, 0.25 MILE
 FB1311'SOUTHEAST OF BLOWING CAVE MILL, 0.1 MILE SOUTHEAST OF THE JUNCTION
 FB1311'OF A ROAD LEADING SOUTHWEST PAST BURCHFIELD CHURCH AND CEMETERY,
 FB1311'125 FEET SOUTHEAST OF THE PLEZ FEEZEL HOUSE, 70 FEET NORTHEAST OF
 FB1311'FLAT CREEK, 32 FEET NORTHEAST OF A RAIL FENCE, 16 FEET NORTHEAST
 FB1311'OF THE ROAD, 13.2 FEET SOUTHWEST OF A 4-INCH OAK TREE, 9.2 FEET
 FB1311'NORTHWEST OF A 6-INCH SYCAMORE TREE, AND IN THE TOP OF A ROCK
 FB1311'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1311'LHT 619 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1368 ***********************************************************************
 FB1368  DESIGNATION -  LHT 620
 FB1368  PID         -  FB1368
 FB1368  STATE/COUNTY-  TN/COCKE
 FB1368  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1368
 FB1368                         *CURRENT SURVEY CONTROL
 FB1368  ___________________________________________________________________
 FB1368* NAD 83(1986)-  35 58 13.     (N)    083 16 12.     (W)     SCALED    
 FB1368* NAVD 88     -       385.13   (+/-2cm)    1263.5    (feet)  VERTCON   
 FB1368  ___________________________________________________________________
 FB1368  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1368
 FB1368  VERT ORDER  -  ? (See Below)
 FB1368
 FB1368.The horizontal coordinates were scaled from a topographic map and have
 FB1368.an estimated accuracy of +/- 6 seconds.
 FB1368
 FB1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1368.The vertical order pertains to the NGVD 29 superseded value.
 FB1368
 FB1368.The geoid height was determined by GEOID03.
 FB1368
 FB1368;                    North         East    Units  Estimated Accuracy
 FB1368;SPC TN       -   185,050.      846,200.      MT  (+/- 180 meters Scaled)
 FB1368
 FB1368                          SUPERSEDED SURVEY CONTROL
 FB1368
 FB1368  NGVD 29 (??/??/92)  385.288  (m)         1264.07   (f) ADJ UNCH    ?  
 FB1368
 FB1368.Superseded values are not recommended for survey control.
 FB1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1368.See file dsdata.txt to determine how the superseded data were derived.
 FB1368
 FB1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV953830(NAD 83)
 FB1368_MARKER: DD = SURVEY DISK
 FB1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1368_STAMPING: LHT 620 1938
 FB1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1368+STABILITY: SURFACE MOTION
 FB1368
 FB1368  HISTORY     - Date     Condition        Report By
 FB1368  HISTORY     - 1938     MONUMENTED       TVA
 FB1368
 FB1368                          STATION DESCRIPTION
 FB1368
 FB1368'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1368'0.4 MI W FROM CLEVENGER.
 FB1368'0.4 MILE WEST ALONG U.S. HIGHWAY 25 W FROM CLEVENGER, COCKE
 FB1368'COUNTY, AT THE OPEN DOOR CHURCH, 72 FEET NORTHEAST OF POLE 822,
 FB1368'17.9 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHWAY, 6 FEET
 FB1368'SOUTHWEST OF THE CHURCH, 10.6 FEET SOUTHEAST OF THE SOUTHEAST
 FB1368'CORNER OF THE STONE STEPS, AND 2 FEET NORTH OF A FENCE CORNER.
 FB1368'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 620 1938
 FB1368'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1366 ***********************************************************************
 FB1366  DESIGNATION -  LHT 621
 FB1366  PID         -  FB1366
 FB1366  STATE/COUNTY-  TN/JEFFERSON
 FB1366  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1366
 FB1366                         *CURRENT SURVEY CONTROL
 FB1366  ___________________________________________________________________
 FB1366* NAD 83(1986)-  35 59 24.     (N)    083 17 10.     (W)     SCALED    
 FB1366* NAVD 88     -       337.669  (meters)    1107.84   (feet)  ADJUSTED  
 FB1366  ___________________________________________________________________
 FB1366  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1366  DYNAMIC HT  -         337.351 (meters)    1106.79  (feet)  COMP
 FB1366  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FB1366
 FB1366  VERT ORDER  -  SECOND    CLASS 0
 FB1366
 FB1366.The horizontal coordinates were scaled from a topographic map and have
 FB1366.an estimated accuracy of +/- 6 seconds.
 FB1366
 FB1366.The orthometric height was determined by differential leveling
 FB1366.and adjusted by the National Geodetic Survey in June 1991..
 FB1366
 FB1366.The geoid height was determined by GEOID03.
 FB1366
 FB1366.The dynamic height is computed by dividing the NAVD 88
 FB1366.geopotential number by the normal gravity value computed on the
 FB1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1366.degrees latitude (g = 980.6199 gals.).
 FB1366
 FB1366.The modeled gravity was interpolated from observed gravity values.
 FB1366
 FB1366;                    North         East    Units  Estimated Accuracy
 FB1366;SPC TN       -   187,200.      844,680.      MT  (+/- 180 meters Scaled)
 FB1366
 FB1366                          SUPERSEDED SURVEY CONTROL
 FB1366
 FB1366  NGVD 29 (??/??/92)  337.830  (m)         1108.36   (f) ADJ UNCH    2 0
 FB1366
 FB1366.Superseded values are not recommended for survey control.
 FB1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1366.See file dsdata.txt to determine how the superseded data were derived.
 FB1366
 FB1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV939852(NAD 83)
 FB1366_MARKER: DD = SURVEY DISK
 FB1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1366_STAMPING: LHT 621 1937
 FB1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1366+STABILITY: SURFACE MOTION
 FB1366
 FB1366  HISTORY     - Date     Condition        Report By
 FB1366  HISTORY     - 1937     MONUMENTED       TVA
 FB1366  HISTORY     - 1961     GOOD             TVA
 FB1366
 FB1366                          STATION DESCRIPTION
 FB1366
 FB1366'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FB1366'0.8 MI NW FROM REEDTOWN.
 FB1366'IN JEFFERSON COUNTY, 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 25 W
 FB1366'FROM REEDTOWN, COCKE COUNTY, ON THE BUD MANNING PROPERTY, 100
 FB1366'FEET SOUTHWEST OF THE FARMHOUSE, 27.9 FEET SOUTH OF AN EAST
 FB1366'GATEPOST, 80 FEET NORTHEAST OF THE HIGHWAY, 60 FEET NORTH OF THE
 FB1366'ROAD CONNECTING THE HIGHWAY AND THE OLD REEDTOWN ROAD, 6 FEET
 FB1366'NORTHEAST OF THE OLD REEDTOWN ROAD, 3.3 FEET NORTHEAST OF A POLE,
 FB1366'AND 3 FEET NORTH OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 FB1366'STANDARD DISK, STAMPED LHT 621 1938 AND SET IN THE TOP OF A
 FB1366'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1365 ***********************************************************************
 FB1365  DESIGNATION -  LHT 622
 FB1365  PID         -  FB1365
 FB1365  STATE/COUNTY-  TN/JEFFERSON
 FB1365  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1365
 FB1365                         *CURRENT SURVEY CONTROL
 FB1365  ___________________________________________________________________
 FB1365* NAD 83(1986)-  35 59 55.     (N)    083 17 35.     (W)     SCALED    
 FB1365* NAVD 88     -       334.45   (+/-2cm)    1097.3    (feet)  VERTCON   
 FB1365  ___________________________________________________________________
 FB1365  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB1365
 FB1365  VERT ORDER  -  ? (See Below)
 FB1365
 FB1365.The horizontal coordinates were scaled from a topographic map and have
 FB1365.an estimated accuracy of +/- 6 seconds.
 FB1365
 FB1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1365.The vertical order pertains to the NGVD 29 superseded value.
 FB1365
 FB1365.The geoid height was determined by GEOID03.
 FB1365
 FB1365;                    North         East    Units  Estimated Accuracy
 FB1365;SPC TN       -   188,140.      844,030.      MT  (+/- 180 meters Scaled)
 FB1365
 FB1365                          SUPERSEDED SURVEY CONTROL
 FB1365
 FB1365  NGVD 29 (??/??/92)  334.617  (m)         1097.82   (f) ADJ UNCH    ?  
 FB1365
 FB1365.Superseded values are not recommended for survey control.
 FB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1365.See file dsdata.txt to determine how the superseded data were derived.
 FB1365
 FB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV933862(NAD 83)
 FB1365_MARKER: DD = SURVEY DISK
 FB1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1365_STAMPING: LHT 622 1938
 FB1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1365+STABILITY: SURFACE MOTION
 FB1365
 FB1365  HISTORY     - Date     Condition        Report By
 FB1365  HISTORY     - 1938     MONUMENTED       TVA
 FB1365
 FB1365                          STATION DESCRIPTION
 FB1365
 FB1365'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1365'1.5 MI NW FROM REEDTOWN.
 FB1365'IN JEFFERSON COUNTY, 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 25 W
 FB1365'FROM REEDTOWN, COCKE COUNTY, 30 FEET NORTHWEST OF A CONCRETE
 FB1365'SPILLWAY, AT THE SOUTH END OF A HIGHWAY CUT, 23.1 FEET SOUTHWEST
 FB1365'OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, 2.3 FEET NORTHEAST OF A
 FB1365'NORTH GATEPOST, AND 1 FOOT EAST OF A WIRE FENCE.  A TENNESSEE
 FB1365'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 622 1938 AND SET IN
 FB1365'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1283 ***********************************************************************
 FB1283  DESIGNATION -  LHT 623
 FB1283  PID         -  FB1283
 FB1283  STATE/COUNTY-  TN/COCKE
 FB1283  USGS QUAD   -  JONES COVE (1978)
 FB1283
 FB1283                         *CURRENT SURVEY CONTROL
 FB1283  ___________________________________________________________________
 FB1283* NAD 83(1986)-  35 50 32.     (N)    083 16 59.     (W)     SCALED    
 FB1283* NAVD 88     -       407.45   (+/-2cm)    1336.8    (feet)  VERTCON   
 FB1283  ___________________________________________________________________
 FB1283  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FB1283
 FB1283  VERT ORDER  -  ? (See Below)
 FB1283
 FB1283.The horizontal coordinates were scaled from a topographic map and have
 FB1283.an estimated accuracy of +/- 6 seconds.
 FB1283
 FB1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1283.The vertical order pertains to the NGVD 29 superseded value.
 FB1283
 FB1283.The geoid height was determined by GEOID03.
 FB1283
 FB1283;                    North         East    Units  Estimated Accuracy
 FB1283;SPC TN       -   170,820.      845,410.      MT  (+/- 180 meters Scaled)
 FB1283
 FB1283                          SUPERSEDED SURVEY CONTROL
 FB1283
 FB1283  NGVD 29 (??/??/92)  407.600  (m)         1337.27   (f) ADJ UNCH    ?  
 FB1283
 FB1283.Superseded values are not recommended for survey control.
 FB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1283.See file dsdata.txt to determine how the superseded data were derived.
 FB1283
 FB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV938688(NAD 83)
 FB1283_MARKER: DD = SURVEY DISK
 FB1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1283_STAMPING: LHT 623 1938
 FB1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1283+STABILITY: SURFACE MOTION
 FB1283
 FB1283  HISTORY     - Date     Condition        Report By
 FB1283  HISTORY     - 1938     MONUMENTED       TVA
 FB1283
 FB1283                          STATION DESCRIPTION
 FB1283
 FB1283'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1283'3.6 MI SW FROM JENKINS CHURCH.
 FB1283'3.6 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1283'COCKE COUNTY, 0.4 MILE SOUTHWEST OF THE JUNCTION OF THE MIDDLE
 FB1283'CREEK ROAD LEADING EAST, AT THE COCKE-SEVIER COUNTY LINE, ON THE
 FB1283'PROPERTY OF DAVE WILLIAMSON, 110 FEET SOUTHWEST OF THE LUTHER
 FB1283'STYLE HOUSE, AT THE T-JUNCTION OF A DIRT ROAD LEADING NORTH,
 FB1283'15 FEET SOUTH OF THE JONES COVE ROAD, 10.4 FEET SOUTH OF A FENCE
 FB1283'CORNER, 14.8 FEET SOUTHEAST OF A WEST GATEPOST, 10 FEET SOUTH OF
 FB1283'A FARM GATE, 2 FEET WEST OF A WIRE FENCE, AND ON THE EAST EDGE OF
 FB1283'A FIELD ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1283'STAMPED LHT 623 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1284 ***********************************************************************
 FB1284  DESIGNATION -  LHT 624
 FB1284  PID         -  FB1284
 FB1284  STATE/COUNTY-  TN/SEVIER
 FB1284  USGS QUAD   -  JONES COVE (1978)
 FB1284
 FB1284                         *CURRENT SURVEY CONTROL
 FB1284  ___________________________________________________________________
 FB1284* NAD 83(1986)-  35 50 21.     (N)    083 17 30.     (W)     SCALED    
 FB1284* NAVD 88     -       384.54   (+/-2cm)    1261.6    (feet)  VERTCON   
 FB1284  ___________________________________________________________________
 FB1284  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1284
 FB1284  VERT ORDER  -  ? (See Below)
 FB1284
 FB1284.The horizontal coordinates were scaled from a topographic map and have
 FB1284.an estimated accuracy of +/- 6 seconds.
 FB1284
 FB1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1284.The vertical order pertains to the NGVD 29 superseded value.
 FB1284
 FB1284.The geoid height was determined by GEOID03.
 FB1284
 FB1284;                    North         East    Units  Estimated Accuracy
 FB1284;SPC TN       -   170,460.      844,640.      MT  (+/- 180 meters Scaled)
 FB1284
 FB1284                          SUPERSEDED SURVEY CONTROL
 FB1284
 FB1284  NGVD 29 (??/??/92)  384.685  (m)         1262.09   (f) ADJ UNCH    ?  
 FB1284
 FB1284.Superseded values are not recommended for survey control.
 FB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1284.See file dsdata.txt to determine how the superseded data were derived.
 FB1284
 FB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV930685(NAD 83)
 FB1284_MARKER: DD = SURVEY DISK
 FB1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1284_STAMPING: LHT 624 1938
 FB1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1284+STABILITY: SURFACE MOTION
 FB1284
 FB1284  HISTORY     - Date     Condition        Report By
 FB1284  HISTORY     - 1938     MONUMENTED       TVA
 FB1284
 FB1284                          STATION DESCRIPTION
 FB1284
 FB1284'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1284'4.2 MI SW FROM JENKINS CHURCH.
 FB1284'IN SEVIER COUNTY, 4.2 MILES SOUTHWEST ALONG THE JONES COVE ROAD
 FB1284'FROM JENKINS CHURCH, COCKE COUNTY, AT THE JUNCTION OF A DIRT ROAD
 FB1284'LEADING NORTHWEST, ON THE PROPERTY OF ARTHUR WILLIAMS, 120 FEET
 FB1284'WEST OF AN OLD GRAIN HOUSE, 54.7 FEET SOUTHEAST OF THE SOUTHEAST
 FB1284'CORNER OF THE HOUSE, 62.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FB1284'A BARN, 65 FEET NORTHWEST OF A SMALL BRANCH, 20 FEET NORTHWEST OF
 FB1284'THE ROAD, 11 FEET SOUTHWEST OF THE GARDEN FENCE, AND 1 FOOT
 FB1284'SOUTHEAST OF A HEDGE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1284'STAMPED LHT 624 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1286 ***********************************************************************
 FB1286  DESIGNATION -  LHT 625
 FB1286  PID         -  FB1286
 FB1286  STATE/COUNTY-  TN/SEVIER
 FB1286  USGS QUAD   -  JONES COVE (1978)
 FB1286
 FB1286                         *CURRENT SURVEY CONTROL
 FB1286  ___________________________________________________________________
 FB1286* NAD 83(1986)-  35 49 45.     (N)    083 19 21.     (W)     SCALED    
 FB1286* NAVD 88     -       360.80   (+/-2cm)    1183.7    (feet)  VERTCON   
 FB1286  ___________________________________________________________________
 FB1286  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB1286
 FB1286  VERT ORDER  -  ? (See Below)
 FB1286
 FB1286.The horizontal coordinates were scaled from a topographic map and have
 FB1286.an estimated accuracy of +/- 6 seconds.
 FB1286
 FB1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1286.The vertical order pertains to the NGVD 29 superseded value.
 FB1286
 FB1286.The geoid height was determined by GEOID03.
 FB1286
 FB1286;                    North         East    Units  Estimated Accuracy
 FB1286;SPC TN       -   169,270.      841,890.      MT  (+/- 180 meters Scaled)
 FB1286
 FB1286                          SUPERSEDED SURVEY CONTROL
 FB1286
 FB1286  NGVD 29 (??/??/92)  360.940  (m)         1184.18   (f) ADJ UNCH    ?  
 FB1286
 FB1286.Superseded values are not recommended for survey control.
 FB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1286.See file dsdata.txt to determine how the superseded data were derived.
 FB1286
 FB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV902674(NAD 83)
 FB1286_MARKER: DD = SURVEY DISK
 FB1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1286_STAMPING: LHT 625 1938
 FB1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1286+STABILITY: SURFACE MOTION
 FB1286
 FB1286  HISTORY     - Date     Condition        Report By
 FB1286  HISTORY     - 1938     MONUMENTED       TVA
 FB1286
 FB1286                          STATION DESCRIPTION
 FB1286
 FB1286'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1286'AT JONES COVE.
 FB1286'AT JONES COVE, SEVIER COUNTY, 200 FEET NORTHWEST OF A BRIDGE OVER
 FB1286'YELLOW BREECHES CREEK, 75 FEET SOUTHWEST OF THE T-JUNCTION OF THE
 FB1286'JONES COVE ROAD AND A ROAD LEADING SOUTH, 100 FEET EAST OF THE
 FB1286'HUFF HOUSE, AT NEW SALEM CHURCH, 98.2 FEET NORTH OF THE NORTHEAST
 FB1286'CORNER OF THE CHURCH, IN THE NORTHWEST CORNER OF THE CHURCHYARD,
 FB1286'27 FEET SOUTHEAST OF HUFFS STORE, 14.9 FEET SOUTH OF THE SOUTHEAST
 FB1286'CORNER OF A GREEN OUTHOUSE, AND 12 FEET EAST OF A GARDEN FENCE.
 FB1286'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 625 1938
 FB1286'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1287 ***********************************************************************
 FB1287  DESIGNATION -  LHT 626
 FB1287  PID         -  FB1287
 FB1287  STATE/COUNTY-  TN/SEVIER
 FB1287  USGS QUAD   -  JONES COVE (1978)
 FB1287
 FB1287                         *CURRENT SURVEY CONTROL
 FB1287  ___________________________________________________________________
 FB1287* NAD 83(1986)-  35 49 21.     (N)    083 20 00.     (W)     SCALED    
 FB1287* NAVD 88     -       355.42   (+/-2cm)    1166.1    (feet)  VERTCON   
 FB1287  ___________________________________________________________________
 FB1287  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB1287
 FB1287  VERT ORDER  -  ? (See Below)
 FB1287
 FB1287.The horizontal coordinates were scaled from a topographic map and have
 FB1287.an estimated accuracy of +/- 6 seconds.
 FB1287
 FB1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1287.The vertical order pertains to the NGVD 29 superseded value.
 FB1287
 FB1287.The geoid height was determined by GEOID03.
 FB1287
 FB1287;                    North         East    Units  Estimated Accuracy
 FB1287;SPC TN       -   168,500.      840,930.      MT  (+/- 180 meters Scaled)
 FB1287
 FB1287                          SUPERSEDED SURVEY CONTROL
 FB1287
 FB1287  NGVD 29 (??/??/92)  355.553  (m)         1166.51   (f) ADJ UNCH    ?  
 FB1287
 FB1287.Superseded values are not recommended for survey control.
 FB1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1287.See file dsdata.txt to determine how the superseded data were derived.
 FB1287
 FB1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV892667(NAD 83)
 FB1287_MARKER: DD = SURVEY DISK
 FB1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1287_STAMPING: LHT 626 1938
 FB1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1287+STABILITY: SURFACE MOTION
 FB1287
 FB1287  HISTORY     - Date     Condition        Report By
 FB1287  HISTORY     - 1938     MONUMENTED       TVA
 FB1287
 FB1287                          STATION DESCRIPTION
 FB1287
 FB1287'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1287'1 MI SW FROM JONES COVE.
 FB1287'1.0 MILE SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1287'CHURCH AT JONES COVE, SEVIER COUNTY, 400 FEET WEST OF A LARGE
 FB1287'TIN-ROOFED BARN, 200 FEET SOUTH OF DUNN CREEK, AT THE JUNCTION
 FB1287'OF A DIRT ROAD LEADING SOUTH, ON THE PROPERTY OF J.C. HUFF, 40
 FB1287'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE OWNED BY
 FB1287'J.C. HUFF AND OCCUPIED BY EARL HUFF, 80 FEET WEST OF A SPRING
 FB1287'BRANCH, 30 FEET SOUTH OF THE ROAD, IN THE NORTHWEST CORNER OF THE
 FB1287'YARD, AND 7.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FB1287'GARDEN.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1287'LHT 626 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1288 ***********************************************************************
 FB1288  DESIGNATION -  LHT 627
 FB1288  PID         -  FB1288
 FB1288  STATE/COUNTY-  TN/SEVIER
 FB1288  USGS QUAD   -  JONES COVE (1978)
 FB1288
 FB1288                         *CURRENT SURVEY CONTROL
 FB1288  ___________________________________________________________________
 FB1288* NAD 83(1986)-  35 49 15.     (N)    083 20 46.     (W)     SCALED    
 FB1288* NAVD 88     -       345.83   (+/-2cm)    1134.6    (feet)  VERTCON   
 FB1288  ___________________________________________________________________
 FB1288  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB1288
 FB1288  VERT ORDER  -  ? (See Below)
 FB1288
 FB1288.The horizontal coordinates were scaled from a topographic map and have
 FB1288.an estimated accuracy of +/- 6 seconds.
 FB1288
 FB1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1288.The vertical order pertains to the NGVD 29 superseded value.
 FB1288
 FB1288.The geoid height was determined by GEOID03.
 FB1288
 FB1288;                    North         East    Units  Estimated Accuracy
 FB1288;SPC TN       -   168,290.      839,780.      MT  (+/- 180 meters Scaled)
 FB1288
 FB1288                          SUPERSEDED SURVEY CONTROL
 FB1288
 FB1288  NGVD 29 (??/??/92)  345.963  (m)         1135.05   (f) ADJ UNCH    ?  
 FB1288
 FB1288.Superseded values are not recommended for survey control.
 FB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1288.See file dsdata.txt to determine how the superseded data were derived.
 FB1288
 FB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV880666(NAD 83)
 FB1288_MARKER: DD = SURVEY DISK
 FB1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1288_STAMPING: LHT 627 1938
 FB1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1288+STABILITY: SURFACE MOTION
 FB1288
 FB1288  HISTORY     - Date     Condition        Report By
 FB1288  HISTORY     - 1938     MONUMENTED       TVA
 FB1288
 FB1288                          STATION DESCRIPTION
 FB1288
 FB1288'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1288'1.8 MI SW FROM JONES COVE.
 FB1288'1.8 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1288'CHURCH AT JONES COVE, SEVIER COUNTY, ON THE PROPERTY OF BEN
 FB1288'HOPKINS, 200 FEET SOUTHEAST OF A LOG HOUSE OWNED BY JOHN ROLAND
 FB1288'AND OCCUPIED BY HARLAN ROLAND, 60 FEET EAST OF DUNN CREEK, 20 FEET
 FB1288'WEST OF A SPRING, 20 FEET NORTHWEST OF THE ROAD, 18 FEET SOUTHEAST
 FB1288'OF AN OLD ROAD, OPPOSITE A HIGH BLUFF, 19.4 FEET SOUTHWEST OF A
 FB1288'24-INCH BUCKEYE TREE, 18.5 FEET NORTHEAST OF A 27-INCH BUCKEYE
 FB1288'TREE, AND 4 FEET LOWER THAN THE ROAD.  A TENNESSEE VALLEY
 FB1288'AUTHORITY STANDARD DISK, STAMPED LHT 627 1938 AND SET IN THE TOP
 FB1288'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1289 ***********************************************************************
 FB1289  DESIGNATION -  LHT 628
 FB1289  PID         -  FB1289
 FB1289  STATE/COUNTY-  TN/SEVIER
 FB1289  USGS QUAD   -  JONES COVE (1978)
 FB1289
 FB1289                         *CURRENT SURVEY CONTROL
 FB1289  ___________________________________________________________________
 FB1289* NAD 83(1986)-  35 49 22.     (N)    083 21 45.     (W)     SCALED    
 FB1289* NAVD 88     -       343.28   (+/-2cm)    1126.2    (feet)  VERTCON   
 FB1289  ___________________________________________________________________
 FB1289  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB1289
 FB1289  VERT ORDER  -  ? (See Below)
 FB1289
 FB1289.The horizontal coordinates were scaled from a topographic map and have
 FB1289.an estimated accuracy of +/- 6 seconds.
 FB1289
 FB1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1289.The vertical order pertains to the NGVD 29 superseded value.
 FB1289
 FB1289.The geoid height was determined by GEOID03.
 FB1289
 FB1289;                    North         East    Units  Estimated Accuracy
 FB1289;SPC TN       -   168,460.      838,300.      MT  (+/- 180 meters Scaled)
 FB1289
 FB1289                          SUPERSEDED SURVEY CONTROL
 FB1289
 FB1289  NGVD 29 (??/??/92)  343.413  (m)         1126.68   (f) ADJ UNCH    ?  
 FB1289
 FB1289.Superseded values are not recommended for survey control.
 FB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1289.See file dsdata.txt to determine how the superseded data were derived.
 FB1289
 FB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV865668(NAD 83)
 FB1289_MARKER: DD = SURVEY DISK
 FB1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1289_STAMPING: LHT 628 1938
 FB1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1289+STABILITY: SURFACE MOTION
 FB1289
 FB1289  HISTORY     - Date     Condition        Report By
 FB1289  HISTORY     - 1938     MONUMENTED       TVA
 FB1289
 FB1289                          STATION DESCRIPTION
 FB1289
 FB1289'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1289'2.9 MI SW FROM JONES COVE.
 FB1289'2.9 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1289'CHURCH AT JONES COVE, SEVIER COUNTY, 450 FEET NORTHEAST OF PEARL
 FB1289'VALLEY CHURCH, 325 FEET NORTHEAST OF DUNN CREEK, 150 FEET SOUTH
 FB1289'OF A BARN ON A HILL, 30 FEET WEST OF A BRANCH, 28.3 FEET NORTHWEST
 FB1289'OF A MAILBOX POST, 25.2 FEET WEST OF A 6-INCH CHERRY TREE, 17
 FB1289'FEET SOUTH OF A WIRE FENCE, 15 FEET NORTHEAST OF THE ROAD, AND AT
 FB1289'THE CENTER OF A GRASS TRIANGLE.  A TENNESSEE VALLEY AUTHORITY
 FB1289'STANDARD DISK, STAMPED LHT 628 1938 AND SET IN THE TOP OF A
 FB1289'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1290 ***********************************************************************
 FB1290  DESIGNATION -  LHT 629
 FB1290  PID         -  FB1290
 FB1290  STATE/COUNTY-  TN/SEVIER
 FB1290  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1290
 FB1290                         *CURRENT SURVEY CONTROL
 FB1290  ___________________________________________________________________
 FB1290* NAD 83(1986)-  35 49 27.     (N)    083 22 30.     (W)     SCALED    
 FB1290* NAVD 88     -       363.69   (+/-2cm)    1193.2    (feet)  VERTCON   
 FB1290  ___________________________________________________________________
 FB1290  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB1290
 FB1290  VERT ORDER  -  ? (See Below)
 FB1290
 FB1290.The horizontal coordinates were scaled from a topographic map and have
 FB1290.an estimated accuracy of +/- 6 seconds.
 FB1290
 FB1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1290.The vertical order pertains to the NGVD 29 superseded value.
 FB1290
 FB1290.The geoid height was determined by GEOID03.
 FB1290
 FB1290;                    North         East    Units  Estimated Accuracy
 FB1290;SPC TN       -   168,590.      837,160.      MT  (+/- 180 meters Scaled)
 FB1290
 FB1290                          SUPERSEDED SURVEY CONTROL
 FB1290
 FB1290  NGVD 29 (??/??/92)  363.824  (m)         1193.65   (f) ADJ UNCH    ?  
 FB1290
 FB1290.Superseded values are not recommended for survey control.
 FB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1290.See file dsdata.txt to determine how the superseded data were derived.
 FB1290
 FB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV854670(NAD 83)
 FB1290_MARKER: DD = SURVEY DISK
 FB1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1290_STAMPING: LHT 629 1938
 FB1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1290+STABILITY: SURFACE MOTION
 FB1290
 FB1290  HISTORY     - Date     Condition        Report By
 FB1290  HISTORY     - 1938     MONUMENTED       TVA
 FB1290
 FB1290                          STATION DESCRIPTION
 FB1290
 FB1290'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1290'3.7 MI SW FROM JONES COVE.
 FB1290'3.7 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1290'CHURCH AT JONES COVE, SEVIER COUNTY, 350 FEET SOUTHWEST OF MC MANN
 FB1290'SCHOOL, ON THE PROPERTY OF J.W. OWENBY, 300 FEET WEST OF THE
 FB1290'OWENBY HOUSE, 80 FEET SOUTHWEST OF A BLACKSMITH SHOP, 46.2 FEET
 FB1290'SOUTHWEST OF A 12-INCH ELM TREE, 25 FEET SOUTH OF THE ROAD,
 FB1290'18.3 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF AN OLD
 FB1290'CORN MILL HOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1290'STAMPED LHT 629 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1291 ***********************************************************************
 FB1291  DESIGNATION -  LHT 630
 FB1291  PID         -  FB1291
 FB1291  STATE/COUNTY-  TN/SEVIER
 FB1291  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1291
 FB1291                         *CURRENT SURVEY CONTROL
 FB1291  ___________________________________________________________________
 FB1291* NAD 83(1986)-  35 49 36.     (N)    083 23 23.     (W)     SCALED    
 FB1291* NAVD 88     -       323.31   (+/-2cm)    1060.7    (feet)  VERTCON   
 FB1291  ___________________________________________________________________
 FB1291  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1291
 FB1291  VERT ORDER  -  ? (See Below)
 FB1291
 FB1291.The horizontal coordinates were scaled from a topographic map and have
 FB1291.an estimated accuracy of +/- 6 seconds.
 FB1291
 FB1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1291.The vertical order pertains to the NGVD 29 superseded value.
 FB1291
 FB1291.The geoid height was determined by GEOID03.
 FB1291
 FB1291;                    North         East    Units  Estimated Accuracy
 FB1291;SPC TN       -   168,830.      835,830.      MT  (+/- 180 meters Scaled)
 FB1291
 FB1291                          SUPERSEDED SURVEY CONTROL
 FB1291
 FB1291  NGVD 29 (??/??/92)  323.448  (m)         1061.18   (f) ADJ UNCH    ?  
 FB1291
 FB1291.Superseded values are not recommended for survey control.
 FB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1291.See file dsdata.txt to determine how the superseded data were derived.
 FB1291
 FB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV841673(NAD 83)
 FB1291_MARKER: DD = SURVEY DISK
 FB1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1291_STAMPING: LHT 630 1938
 FB1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1291+STABILITY: SURFACE MOTION
 FB1291
 FB1291  HISTORY     - Date     Condition        Report By
 FB1291  HISTORY     - 1938     MONUMENTED       TVA
 FB1291
 FB1291                          STATION DESCRIPTION
 FB1291
 FB1291'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1291'4.7 MI SW FROM JONES COVE.
 FB1291'4.7 MILES SOUTHWEST ALONG THE RICHARSON COVE ROAD FROM NEW SALEM
 FB1291'CHURCH AT JONES COVE, SEVIER COUNTY, AT THE POINT WHERE THE ROAD
 FB1291'TURNS FROM NORTHWEST TO SOUTHWEST, 125 FEET SOUTHWEST OF THE
 FB1291'JUNCTION OF THE DUNN CREEK ROAD LEADING NORTHWEST, ON THE PROPERTY
 FB1291'OF THE TENNESSEE MANGANESE CO., 125 FEET EAST OF THE ROBERT HOWARD
 FB1291'HOUSE, AT A BRIDGE OVER DUNN CREEK, 28.2 FEET SOUTH OF THE
 FB1291'SOUTHEAST CORNER OF THE BRIDGE, 30 FEET SOUTHWEST OF DUNN CREEK,
 FB1291'24 FEET SOUTHEAST OF THE ROAD, 34.3 FEET EAST OF AN 18-INCH CEDAR
 FB1291'TREE, 15 FEET EAST OF A LARGE SHINGLE PILE, AND 2 FEET NORTHWEST
 FB1291'OF THE NORTHEAST CORNER OF A CORN CRIB.  A TENNESSEE VALLEY
 FB1291'AUTHORITY STANDARD DISK, STAMPED LHT 630 1938 AND SET IN THE TOP
 FB1291'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1292 ***********************************************************************
 FB1292  DESIGNATION -  LHT 631
 FB1292  PID         -  FB1292
 FB1292  STATE/COUNTY-  TN/SEVIER
 FB1292  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1292
 FB1292                         *CURRENT SURVEY CONTROL
 FB1292  ___________________________________________________________________
 FB1292* NAD 83(1986)-  35 49 18.     (N)    083 24 07.     (W)     SCALED    
 FB1292* NAVD 88     -       362.22   (+/-2cm)    1188.4    (feet)  VERTCON   
 FB1292  ___________________________________________________________________
 FB1292  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FB1292
 FB1292  VERT ORDER  -  ? (See Below)
 FB1292
 FB1292.The horizontal coordinates were scaled from a topographic map and have
 FB1292.an estimated accuracy of +/- 6 seconds.
 FB1292
 FB1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1292.The vertical order pertains to the NGVD 29 superseded value.
 FB1292
 FB1292.The geoid height was determined by GEOID03.
 FB1292
 FB1292;                    North         East    Units  Estimated Accuracy
 FB1292;SPC TN       -   168,250.      834,740.      MT  (+/- 180 meters Scaled)
 FB1292
 FB1292                          SUPERSEDED SURVEY CONTROL
 FB1292
 FB1292  NGVD 29 (??/??/92)  362.358  (m)         1188.84   (f) ADJ UNCH    ?  
 FB1292
 FB1292.Superseded values are not recommended for survey control.
 FB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1292.See file dsdata.txt to determine how the superseded data were derived.
 FB1292
 FB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV830668(NAD 83)
 FB1292_MARKER: DD = SURVEY DISK
 FB1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1292_STAMPING: LHT 631 1938
 FB1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1292+STABILITY: SURFACE MOTION
 FB1292
 FB1292  HISTORY     - Date     Condition        Report By
 FB1292  HISTORY     - 1938     MONUMENTED       TVA
 FB1292
 FB1292                          STATION DESCRIPTION
 FB1292
 FB1292'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1292'5.5 MI SW FROM JONES COVE.
 FB1292'5.5 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1292'CHURCH AT JONES COVE, SEVIER COUNTY, 2.6 MILES NORTHEAST OF THE
 FB1292'BRIDGE OVER LITTLE PIGEON RIVER AT RICHARDSON COVE, 800 FEET
 FB1292'SOUTHEAST OF THE JAMES SHELTON HOUSE, 90 FEET EAST OF THE T-JUNCTION
 FB1292'OF A ROAD LEADING NORTHWEST, ON THE PROPERTY OF DOT BLALOCK, 20
 FB1292'FEET EAST OF A DRAIN, 14 FEET SOUTHEAST OF THE ROAD, 11.4 FEET
 FB1292'EAST OF THE NORTHEAST CORNER OF A HOGPEN, 10 FEET NORTHEAST OF A
 FB1292'PATH, 8.5 FEET SOUTH OF AN 18-INCH WALNUT TREE, 3 FEET SOUTHEAST
 FB1292'OF A WIRE FENCE, AND 3 FEET SOUTHEAST OF THE EAST GATEPOST.
 FB1292'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 631 1938
 FB1292'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1293 ***********************************************************************
 FB1293  DESIGNATION -  LHT 632
 FB1293  PID         -  FB1293
 FB1293  STATE/COUNTY-  TN/SEVIER
 FB1293  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1293
 FB1293                         *CURRENT SURVEY CONTROL
 FB1293  ___________________________________________________________________
 FB1293* NAD 83(1986)-  35 48 44.     (N)    083 24 54.     (W)     SCALED    
 FB1293* NAVD 88     -       373.16   (+/-2cm)    1224.3    (feet)  VERTCON   
 FB1293  ___________________________________________________________________
 FB1293  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1293
 FB1293  VERT ORDER  -  ? (See Below)
 FB1293
 FB1293.The horizontal coordinates were scaled from a topographic map and have
 FB1293.an estimated accuracy of +/- 6 seconds.
 FB1293
 FB1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1293.The vertical order pertains to the NGVD 29 superseded value.
 FB1293
 FB1293.The geoid height was determined by GEOID03.
 FB1293
 FB1293;                    North         East    Units  Estimated Accuracy
 FB1293;SPC TN       -   167,170.      833,590.      MT  (+/- 180 meters Scaled)
 FB1293
 FB1293                          SUPERSEDED SURVEY CONTROL
 FB1293
 FB1293  NGVD 29 (??/??/92)  373.291  (m)         1224.71   (f) ADJ UNCH    ?  
 FB1293
 FB1293.Superseded values are not recommended for survey control.
 FB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1293.See file dsdata.txt to determine how the superseded data were derived.
 FB1293
 FB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV818658(NAD 83)
 FB1293_MARKER: DD = SURVEY DISK
 FB1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1293_STAMPING: LHT 632 1938
 FB1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1293+STABILITY: SURFACE MOTION
 FB1293
 FB1293  HISTORY     - Date     Condition        Report By
 FB1293  HISTORY     - 1938     MONUMENTED       TVA
 FB1293
 FB1293                          STATION DESCRIPTION
 FB1293
 FB1293'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1293'1.6 MI E FROM RICHARDSON.
 FB1293'1.6 MILES EAST ALONG THE JONES COVE ROAD FROM THE BRIDGE OVER
 FB1293'LITTLE PIGEON RIVER AT RICHARDSON COVE, SEVIER COUNTY, 175 FEET
 FB1293'SOUTHWEST OF THE Y-JUNCTION OF A ROAD LEADING SOUTHWEST, ON THE
 FB1293'PROPERTY OF CHARLES HURST, 21.3 FEET NORTH OF THE NORTHWEST
 FB1293'CORNER OF THE GARDEN, 7 FEET EAST OF THE NORTHEAST CORNER OF THE
 FB1293'HOUSE, 20 FEET SOUTH OF THE ROAD, AND OPPOSITE A 6-FOOT ROAD CUT.
 FB1293'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 632 1938
 FB1293'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1294 ***********************************************************************
 FB1294  DESIGNATION -  LHT 633
 FB1294  PID         -  FB1294
 FB1294  STATE/COUNTY-  TN/SEVIER
 FB1294  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1294
 FB1294                         *CURRENT SURVEY CONTROL
 FB1294  ___________________________________________________________________
 FB1294* NAD 83(1986)-  35 48 55.     (N)    083 25 55.     (W)     SCALED    
 FB1294* NAVD 88     -       324.61   (+/-2cm)    1065.0    (feet)  VERTCON   
 FB1294  ___________________________________________________________________
 FB1294  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FB1294
 FB1294  VERT ORDER  -  ? (See Below)
 FB1294
 FB1294.The horizontal coordinates were scaled from a topographic map and have
 FB1294.an estimated accuracy of +/- 6 seconds.
 FB1294
 FB1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1294.The vertical order pertains to the NGVD 29 superseded value.
 FB1294
 FB1294.The geoid height was determined by GEOID03.
 FB1294
 FB1294;                    North         East    Units  Estimated Accuracy
 FB1294;SPC TN       -   167,470.      832,050.      MT  (+/- 180 meters Scaled)
 FB1294
 FB1294                          SUPERSEDED SURVEY CONTROL
 FB1294
 FB1294  NGVD 29 (??/??/92)  324.742  (m)         1065.42   (f) ADJ UNCH    ?  
 FB1294
 FB1294.Superseded values are not recommended for survey control.
 FB1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1294.See file dsdata.txt to determine how the superseded data were derived.
 FB1294
 FB1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV802661(NAD 83)
 FB1294_MARKER: DD = SURVEY DISK
 FB1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1294_STAMPING: LHT 633 1938
 FB1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1294+STABILITY: SURFACE MOTION
 FB1294
 FB1294  HISTORY     - Date     Condition        Report By
 FB1294  HISTORY     - 1938     MONUMENTED       TVA
 FB1294
 FB1294                          STATION DESCRIPTION
 FB1294
 FB1294'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1294'0.4 MI E FROM RICHARDSON COVE.
 FB1294'0.4 MILE EAST ALONG THE JONES COVE ROAD FROM THE BRIDGE OVER
 FB1294'LITTLE PIGEON RIVER AT RICHARDSON COVE, SEVIER COUNTY, 200 FEET
 FB1294'NORTHWEST OF RICHARDSON COVE SCHOOL, 175 FEET SOUTHEAST OF A
 FB1294'LARGE BARN, 110 FEET NORTHEAST OF LITTLE PIGEON RIVER, 50 FEET
 FB1294'NORTHEAST OF THE ROAD, 49 FEET SOUTHEAST OF A 12-INCH ELM TREE,
 FB1294'38.4 FEET NORTHEAST OF AN 18-INCH WHITE OAK TREE, 26 FEET SOUTHWEST
 FB1294'OF A RAIL FENCE, 22 FEET EAST OF A FARM ROAD LEADING TO A BARN
 FB1294'LOT, AND IN THE NORTHWEST CORNER OF THE SCHOOLYARD.  A TENNESSEE
 FB1294'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 633 1938 AND SET IN THE
 FB1294'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1295 ***********************************************************************
 FB1295  DESIGNATION -  LHT 634
 FB1295  PID         -  FB1295
 FB1295  STATE/COUNTY-  TN/SEVIER
 FB1295  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1295
 FB1295                         *CURRENT SURVEY CONTROL
 FB1295  ___________________________________________________________________
 FB1295* NAD 83(1986)-  35 48 55.     (N)    083 26 34.     (W)     SCALED    
 FB1295* NAVD 88     -       322.29   (+/-2cm)    1057.4    (feet)  VERTCON   
 FB1295  ___________________________________________________________________
 FB1295  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1295
 FB1295  VERT ORDER  -  ? (See Below)
 FB1295
 FB1295.The horizontal coordinates were scaled from a topographic map and have
 FB1295.an estimated accuracy of +/- 6 seconds.
 FB1295
 FB1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1295.The vertical order pertains to the NGVD 29 superseded value.
 FB1295
 FB1295.The geoid height was determined by GEOID03.
 FB1295
 FB1295;                    North         East    Units  Estimated Accuracy
 FB1295;SPC TN       -   167,440.      831,070.      MT  (+/- 180 meters Scaled)
 FB1295
 FB1295                          SUPERSEDED SURVEY CONTROL
 FB1295
 FB1295  NGVD 29 (??/??/92)  322.424  (m)         1057.82   (f) ADJ UNCH    ?  
 FB1295
 FB1295.Superseded values are not recommended for survey control.
 FB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1295.See file dsdata.txt to determine how the superseded data were derived.
 FB1295
 FB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV793662(NAD 83)
 FB1295_MARKER: DD = SURVEY DISK
 FB1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1295_STAMPING: LHT 634 1938
 FB1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1295+STABILITY: SURFACE MOTION
 FB1295
 FB1295  HISTORY     - Date     Condition        Report By
 FB1295  HISTORY     - 1938     MONUMENTED       TVA
 FB1295
 FB1295                          STATION DESCRIPTION
 FB1295
 FB1295'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1295'0.2 MI W FROM RICHARDSON COVE.
 FB1295'0.25 MILE WEST ALONG THE SEVIERVILLE-PITTMAN CENTER ROAD FROM
 FB1295'THE BRIDGE OVER LITTLE PIGEON RIVER AT RICHARDSON COVE, SEVIER
 FB1295'COUNTY, ON THE PROPERTY OF R.A. MC MAHAN, 170 FEET SOUTHEAST OF A
 FB1295'LARGE TOBACCO BARN, 110 FEET SOUTHEAST OF A SMALL LOG CABIN, 100
 FB1295'FEET EAST OF THE MC MAHAN GARAGE, 77.1 FEET NORTHWEST OF THE
 FB1295'NORTHWEST CORNER OF THE BEN MC MAHAN STORE, 38.6 FEET SOUTHWEST
 FB1295'OF THE SOUTHWEST CORNER OF THE R.A. MC MAHAN HOUSE, 12 FEET NORTH
 FB1295'OF THE ROAD, AND 4 FEET EAST OF A FENCE CORNER.  A TENNESSEE
 FB1295'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 634 1938 AND SET IN THE
 FB1295'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1296 ***********************************************************************
 FB1296  DESIGNATION -  LHT 635
 FB1296  PID         -  FB1296
 FB1296  STATE/COUNTY-  TN/SEVIER
 FB1296  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1296
 FB1296                         *CURRENT SURVEY CONTROL
 FB1296  ___________________________________________________________________
 FB1296* NAD 83(1986)-  35 48 24.     (N)    083 27 33.     (W)     SCALED    
 FB1296* NAVD 88     -       324.42   (+/-2cm)    1064.4    (feet)  VERTCON   
 FB1296  ___________________________________________________________________
 FB1296  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB1296
 FB1296  VERT ORDER  -  ? (See Below)
 FB1296
 FB1296.The horizontal coordinates were scaled from a topographic map and have
 FB1296.an estimated accuracy of +/- 6 seconds.
 FB1296
 FB1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1296.The vertical order pertains to the NGVD 29 superseded value.
 FB1296
 FB1296.The geoid height was determined by GEOID03.
 FB1296
 FB1296;                    North         East    Units  Estimated Accuracy
 FB1296;SPC TN       -   166,450.      829,610.      MT  (+/- 180 meters Scaled)
 FB1296
 FB1296                          SUPERSEDED SURVEY CONTROL
 FB1296
 FB1296  NGVD 29 (??/??/92)  324.554  (m)         1064.81   (f) ADJ UNCH    ?  
 FB1296
 FB1296.Superseded values are not recommended for survey control.
 FB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1296.See file dsdata.txt to determine how the superseded data were derived.
 FB1296
 FB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV778652(NAD 83)
 FB1296_MARKER: DD = SURVEY DISK
 FB1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1296_STAMPING: LHT 635 1938
 FB1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1296+STABILITY: SURFACE MOTION
 FB1296
 FB1296  HISTORY     - Date     Condition        Report By
 FB1296  HISTORY     - 1938     MONUMENTED       TVA
 FB1296
 FB1296                          STATION DESCRIPTION
 FB1296
 FB1296'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1296'1.4 MI SW FROM RICHARDSON COVE.
 FB1296'1.4 MILES SOUTHWEST ALONG THE SEVIERVILLE-PITTMAN CENTER ROAD
 FB1296'FROM THE BRIDGE OVER LITTLE PIGEON RIVER AT RICHARDSON COVE,
 FB1296'SEVIER COUNTY, ON THE MIDDLE CREEK ROAD, 275 FEET SOUTHEAST OF
 FB1296'THE JUNCTION OF THE RICHARDSON COVE ROAD, 190 FEET NORTHWEST OF
 FB1296'THE JUNCTION OF A ROAD LEADING SOUTH ALONG BIRD CREEK, ON THE
 FB1296'PROPERTY OF SELDON OGLE, 125 FEET NORTHWEST OF A LARGE BARN,
 FB1296'74.6 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 22 FEET
 FB1296'SOUTHWEST OF THE ROAD, 16.6 FEET SOUTHWEST OF THE NORTHWEST
 FB1296'CORNER OF THE GARDEN, AND 2 FEET NORTHWEST OF THE GARDEN FENCE.
 FB1296'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 635 1938
 FB1296'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1414 ***********************************************************************
 FB1414  DESIGNATION -  LHT 636
 FB1414  PID         -  FB1414
 FB1414  STATE/COUNTY-  TN/SEVIER
 FB1414  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1414
 FB1414                         *CURRENT SURVEY CONTROL
 FB1414  ___________________________________________________________________
 FB1414* NAD 83(1986)-  35 49 27.     (N)    083 28 28.     (W)     SCALED    
 FB1414* NAVD 88     -       307.71   (+/-2cm)    1009.5    (feet)  VERTCON   
 FB1414  ___________________________________________________________________
 FB1414  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FB1414
 FB1414  VERT ORDER  -  ? (See Below)
 FB1414
 FB1414.The horizontal coordinates were scaled from a topographic map and have
 FB1414.an estimated accuracy of +/- 6 seconds.
 FB1414
 FB1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1414.The vertical order pertains to the NGVD 29 superseded value.
 FB1414
 FB1414.The geoid height was determined by GEOID03.
 FB1414
 FB1414;                    North         East    Units  Estimated Accuracy
 FB1414;SPC TN       -   168,350.      828,180.      MT  (+/- 180 meters Scaled)
 FB1414
 FB1414                          SUPERSEDED SURVEY CONTROL
 FB1414
 FB1414  NGVD 29 (??/??/92)  307.841  (m)         1009.98   (f) ADJ UNCH    ?  
 FB1414
 FB1414.Superseded values are not recommended for survey control.
 FB1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1414.See file dsdata.txt to determine how the superseded data were derived.
 FB1414
 FB1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV764672(NAD 83)
 FB1414_MARKER: DD = SURVEY DISK
 FB1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1414_STAMPING: LHT 636 1938
 FB1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1414+STABILITY: SURFACE MOTION
 FB1414
 FB1414  HISTORY     - Date     Condition        Report By
 FB1414  HISTORY     - 1938     MONUMENTED       TVA
 FB1414
 FB1414                          STATION DESCRIPTION
 FB1414
 FB1414'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1414'3.9 MI SE FROM HARRISBURG.
 FB1414'3.9 MILES SOUTHEAST ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1414'SEVIER COUNTY, 0.5 MILE SOUTHEAST OF THE SHINBONE, ON THE PROPERTY
 FB1414'OF MRS. DAVE BUTLER, 450 FEET NORTHEAST OF A LARGE BARN, 35 FEET
 FB1414'NORTHWEST OF A DRAIN, IN THE NORTHEAST CORNER OF A LARGE PASTURE,
 FB1414'8 FEET SOUTHWEST OF THE ROAD, 6 FEET NORTHWEST OF A FARM ROAD,
 FB1414'6.5 FEET SOUTHEAST OF A PAINTED CROSS ON A FENCE POST, 2.6 FEET
 FB1414'WEST OF THE WEST GATEPOST, AND 2 FEET SOUTHWEST OF A WIRE FENCE.
 FB1414'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 636 1938
 FB1414'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1415 ***********************************************************************
 FB1415  DESIGNATION -  LHT 637
 FB1415  PID         -  FB1415
 FB1415  STATE/COUNTY-  TN/SEVIER
 FB1415  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1415
 FB1415                         *CURRENT SURVEY CONTROL
 FB1415  ___________________________________________________________________
 FB1415* NAD 83(1986)-  35 50 14.     (N)    083 29 20.     (W)     SCALED    
 FB1415* NAVD 88     -       302.66   (+/-2cm)     993.0    (feet)  VERTCON   
 FB1415  ___________________________________________________________________
 FB1415  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1415
 FB1415  VERT ORDER  -  ? (See Below)
 FB1415
 FB1415.The horizontal coordinates were scaled from a topographic map and have
 FB1415.an estimated accuracy of +/- 6 seconds.
 FB1415
 FB1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1415.The vertical order pertains to the NGVD 29 superseded value.
 FB1415
 FB1415.The geoid height was determined by GEOID03.
 FB1415
 FB1415;                    North         East    Units  Estimated Accuracy
 FB1415;SPC TN       -   169,770.      826,840.      MT  (+/- 180 meters Scaled)
 FB1415
 FB1415                          SUPERSEDED SURVEY CONTROL
 FB1415
 FB1415  NGVD 29 (??/??/92)  302.799  (m)          993.43   (f) ADJ UNCH    ?  
 FB1415
 FB1415.Superseded values are not recommended for survey control.
 FB1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1415.See file dsdata.txt to determine how the superseded data were derived.
 FB1415
 FB1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752687(NAD 83)
 FB1415_MARKER: DD = SURVEY DISK
 FB1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1415_STAMPING: LHT 637 1938
 FB1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1415+STABILITY: SURFACE MOTION
 FB1415
 FB1415  HISTORY     - Date     Condition        Report By
 FB1415  HISTORY     - 1938     MONUMENTED       TVA
 FB1415
 FB1415                          STATION DESCRIPTION
 FB1415
 FB1415'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1415'2.7 MI S FROM HARRISBURG.
 FB1415'2.7 MILES SOUTH ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1415'SEVIER COUNTY, 22 FEET NORTHWEST OF THE INTERSECTION OF THE
 FB1415'LONE BRANCH ROAD, 38 FEET NORTHWEST OF A CULVERT, ON THE PROPERTY
 FB1415'OF H.C. ROBERTSON, 250 FEET NORTHEAST OF THE H.G. BUTLER HOUSE
 FB1415'(MEADOW CRAG FARM), IN THE SOUTHEAST CORNER OF A PASTURE, 40.7
 FB1415'FEET SOUTHWEST OF A POLE, 30.4 FEET NORTHWEST OF A 10-INCH
 FB1415'POPLAR TREE, 2 FEET WEST OF A FENCE CORNER, AND ON A BANK 5
 FB1415'FEET ABOVE THE LEVEL OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY
 FB1415'STANDARD DISK, STAMPED LHT 637 1938 AND SET IN THE TOP OF A
 FB1415'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1416 ***********************************************************************
 FB1416  DESIGNATION -  LHT 638
 FB1416  PID         -  FB1416
 FB1416  STATE/COUNTY-  TN/SEVIER
 FB1416  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1416
 FB1416                         *CURRENT SURVEY CONTROL
 FB1416  ___________________________________________________________________
 FB1416* NAD 83(1986)-  35 50 40.     (N)    083 29 29.     (W)     SCALED    
 FB1416* NAVD 88     -       296.76   (+/-2cm)     973.6    (feet)  VERTCON   
 FB1416  ___________________________________________________________________
 FB1416  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1416
 FB1416  VERT ORDER  -  ? (See Below)
 FB1416
 FB1416.The horizontal coordinates were scaled from a topographic map and have
 FB1416.an estimated accuracy of +/- 6 seconds.
 FB1416
 FB1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1416.The vertical order pertains to the NGVD 29 superseded value.
 FB1416
 FB1416.The geoid height was determined by GEOID03.
 FB1416
 FB1416;                    North         East    Units  Estimated Accuracy
 FB1416;SPC TN       -   170,560.      826,590.      MT  (+/- 180 meters Scaled)
 FB1416
 FB1416                          SUPERSEDED SURVEY CONTROL
 FB1416
 FB1416  NGVD 29 (??/??/92)  296.897  (m)          974.07   (f) ADJ UNCH    ?  
 FB1416
 FB1416.Superseded values are not recommended for survey control.
 FB1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1416.See file dsdata.txt to determine how the superseded data were derived.
 FB1416
 FB1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV749695(NAD 83)
 FB1416_MARKER: DD = SURVEY DISK
 FB1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1416_STAMPING: LHT 638 1938
 FB1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1416+STABILITY: SURFACE MOTION
 FB1416
 FB1416  HISTORY     - Date     Condition        Report By
 FB1416  HISTORY     - 1938     MONUMENTED       TVA
 FB1416
 FB1416                          STATION DESCRIPTION
 FB1416
 FB1416'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1416'2.2 MI S FROM HARRISBURG.
 FB1416'2.2 MILES SOUTH ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1416'SEVIER COUNTY, 110 FEET NORTHEAST OF LITTLE PIGEON RIVER, AT
 FB1416'THE T-JUNCTION OF A ROAD LEADING NORTHEAST TO MAPLE BRANCH, 32
 FB1416'FEET SOUTHEAST OF THE SIDE ROAD, 12 FEET NORTHEAST OF THE MAIN
 FB1416'ROAD, ON THE PROPERTY OF L.D. ROBERTSON, 62.7 FEET NORTHWEST OF
 FB1416'THE NORTHWEST CORNER OF THE HOUSE, 64.6 FEET SOUTHEAST OF A FENCE
 FB1416'CORNER IN A PASTURE, AND IN THE NORTHWEST CORNER OF THE YARD.
 FB1416'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 638 1938
 FB1416'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1417 ***********************************************************************
 FB1417  DESIGNATION -  LHT 639
 FB1417  PID         -  FB1417
 FB1417  STATE/COUNTY-  TN/SEVIER
 FB1417  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1417
 FB1417                         *CURRENT SURVEY CONTROL
 FB1417  ___________________________________________________________________
 FB1417* NAD 83(1986)-  35 51 49.     (N)    083 28 58.     (W)     SCALED    
 FB1417* NAVD 88     -       293.69   (+/-2cm)     963.5    (feet)  VERTCON   
 FB1417  ___________________________________________________________________
 FB1417  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB1417
 FB1417  VERT ORDER  -  ? (See Below)
 FB1417
 FB1417.The horizontal coordinates were scaled from a topographic map and have
 FB1417.an estimated accuracy of +/- 6 seconds.
 FB1417
 FB1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1417.The vertical order pertains to the NGVD 29 superseded value.
 FB1417
 FB1417.The geoid height was determined by GEOID03.
 FB1417
 FB1417;                    North         East    Units  Estimated Accuracy
 FB1417;SPC TN       -   172,710.      827,320.      MT  (+/- 180 meters Scaled)
 FB1417
 FB1417                          SUPERSEDED SURVEY CONTROL
 FB1417
 FB1417  NGVD 29 (??/??/92)  293.833  (m)          964.02   (f) ADJ UNCH    ?  
 FB1417
 FB1417.Superseded values are not recommended for survey control.
 FB1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1417.See file dsdata.txt to determine how the superseded data were derived.
 FB1417
 FB1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV758716(NAD 83)
 FB1417_MARKER: DD = SURVEY DISK
 FB1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1417_STAMPING: LHT 639 1938
 FB1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1417+STABILITY: SURFACE MOTION
 FB1417
 FB1417  HISTORY     - Date     Condition        Report By
 FB1417  HISTORY     - 1938     MONUMENTED       TVA
 FB1417
 FB1417                          STATION DESCRIPTION
 FB1417
 FB1417'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1417'AT HARRISBURG.
 FB1417'AT HARRISBURG, SEVIER COUNTY, ALONG STATE HIGHWAY 35, 350 FEET
 FB1417'NORTHWEST OF HARRISBURG SCHOOL, 250 FEET NORTHEAST OF THE
 FB1417'T-JUNCTION OF A ROAD LEADING SOUTH, 12 FEET NORTHWEST OF THE
 FB1417'HIGHWAY, 16.6 FEET WEST OF A 6-INCH CEDAR TREE, 7.7 FEET EAST
 FB1417'OF A 5-INCH PEACH TREE, AND 2 FEET SOUTHEAST OF A WIRE FENCE
 FB1417'AND A LINE OF CEDAR TREES.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1417'DISK, STAMPED LHT 639 1938 AND SET IN THE TOP OF A CONCRETE
 FB1417'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1960 ***********************************************************************
 FB1960  DESIGNATION -  LHT 640
 FB1960  PID         -  FB1960
 FB1960  STATE/COUNTY-  TN/SEVIER
 FB1960  USGS QUAD   -  PIGEON FORGE (1970)
 FB1960
 FB1960                         *CURRENT SURVEY CONTROL
 FB1960  ___________________________________________________________________
 FB1960* NAD 83(1986)-  35 52 27.     (N)    083 35 11.     (W)     SCALED    
 FB1960* NAVD 88     -       289.12   (+/-2cm)     948.6    (feet)  VERTCON   
 FB1960  ___________________________________________________________________
 FB1960  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1960
 FB1960  VERT ORDER  -  ? (See Below)
 FB1960
 FB1960.The horizontal coordinates were scaled from a topographic map and have
 FB1960.an estimated accuracy of +/- 6 seconds.
 FB1960
 FB1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1960.The vertical order pertains to the NGVD 29 superseded value.
 FB1960
 FB1960.The geoid height was determined by GEOID03.
 FB1960
 FB1960;                    North         East    Units  Estimated Accuracy
 FB1960;SPC TN       -   173,640.      817,930.      MT  (+/- 180 meters Scaled)
 FB1960
 FB1960                          SUPERSEDED SURVEY CONTROL
 FB1960
 FB1960  NGVD 29 (??/??/92)  289.254  (m)          948.99   (f) ADJ UNCH    ?  
 FB1960
 FB1960.Superseded values are not recommended for survey control.
 FB1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1960.See file dsdata.txt to determine how the superseded data were derived.
 FB1960
 FB1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV665730(NAD 83)
 FB1960_MARKER: DD = SURVEY DISK
 FB1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1960_STAMPING: LHT 640 1938
 FB1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1960+STABILITY: SURFACE MOTION
 FB1960
 FB1960  HISTORY     - Date     Condition        Report By
 FB1960  HISTORY     - 1938     MONUMENTED       TVA
 FB1960
 FB1960                          STATION DESCRIPTION
 FB1960
 FB1960'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1960'1.3 MI W FROM SEVIERVILLE.
 FB1960'1.3 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1960'OPPOSITE THE JUNCTION OF A ROAD LEADING NORTHEAST, 110 FEET NORTH
 FB1960'OF THE MONROE WHALEY HOUSE, 59.2 FEET SOUTH OF A HIGHWAY STOP-SIGN,
 FB1960'22 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARDEN, 18 FEET
 FB1960'SOUTH OF THE HIGHWAY, 10.3 FEET EAST OF A 4-INCH WILLOW TREE,
 FB1960'12 FEET WEST OF THE STEPS AT A FENCE CROSSING, AND 2 FEET NORTH
 FB1960'OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1960'STAMPED LHT 640 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1961 ***********************************************************************
 FB1961  DESIGNATION -  LHT 641
 FB1961  PID         -  FB1961
 FB1961  STATE/COUNTY-  TN/SEVIER
 FB1961  USGS QUAD   -  PIGEON FORGE (1970)
 FB1961
 FB1961                         *CURRENT SURVEY CONTROL
 FB1961  ___________________________________________________________________
 FB1961* NAD 83(1986)-  35 52 09.     (N)    083 35 57.     (W)     SCALED    
 FB1961* NAVD 88     -       281.03   (+/-2cm)     922.0    (feet)  VERTCON   
 FB1961  ___________________________________________________________________
 FB1961  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1961
 FB1961  VERT ORDER  -  ? (See Below)
 FB1961
 FB1961.The horizontal coordinates were scaled from a topographic map and have
 FB1961.an estimated accuracy of +/- 6 seconds.
 FB1961
 FB1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1961.The vertical order pertains to the NGVD 29 superseded value.
 FB1961
 FB1961.The geoid height was determined by GEOID03.
 FB1961
 FB1961;                    North         East    Units  Estimated Accuracy
 FB1961;SPC TN       -   173,060.      816,790.      MT  (+/- 180 meters Scaled)
 FB1961
 FB1961                          SUPERSEDED SURVEY CONTROL
 FB1961
 FB1961  NGVD 29 (??/??/92)  281.166  (m)          922.46   (f) ADJ UNCH    ?  
 FB1961
 FB1961.Superseded values are not recommended for survey control.
 FB1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1961.See file dsdata.txt to determine how the superseded data were derived.
 FB1961
 FB1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653725(NAD 83)
 FB1961_MARKER: DD = SURVEY DISK
 FB1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1961_STAMPING: LHT 641 1938
 FB1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1961+STABILITY: SURFACE MOTION
 FB1961
 FB1961  HISTORY     - Date     Condition        Report By
 FB1961  HISTORY     - 1938     MONUMENTED       CGS
 FB1961
 FB1961                          STATION DESCRIPTION
 FB1961
 FB1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FB1961'2.1 MI W FROM SEVIERVILLE.
 FB1961'2.1 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1961'225 FEET NORTHEAST OF THE DICK ALLEN CAFE, ON THE EAST SIDE OF A
 FB1961'SMALL DRAW, 41 FEET NORTHWEST OF THE HIGHWAY, 33 FEET NORTH OF
 FB1961'THE NORTHWEST END OF A LARGE IRON PIPE UNDER THE HIGHWAY, 7 FEET
 FB1961'NORTHWEST OF AN OLD ROADBED, 7.2 FEET WEST OF AN 8-INCH TWIN
 FB1961'SWEET-GUM TREE, 3 FEET SOUTHEAST OF A GAP IN A WIRE FENCE, AND
 FB1961'3 FEET SOUTH-SOUTHEAST OF THE EAST GATEPOST.  A TENNESSEE VALLEY
 FB1961'AUTHORITY STANDARD DISK STAMPED LHT 641 1938 AND SET IN THE TOP
 FB1961'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1962 ***********************************************************************
 FB1962  DESIGNATION -  LHT 642
 FB1962  PID         -  FB1962
 FB1962  STATE/COUNTY-  TN/SEVIER
 FB1962  USGS QUAD   -  PIGEON FORGE (1970)
 FB1962
 FB1962                         *CURRENT SURVEY CONTROL
 FB1962  ___________________________________________________________________
 FB1962* NAD 83(1986)-  35 51 48.     (N)    083 36 41.     (W)     SCALED    
 FB1962* NAVD 88     -       279.36   (+/-2cm)     916.5    (feet)  VERTCON   
 FB1962  ___________________________________________________________________
 FB1962  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1962
 FB1962  VERT ORDER  -  ? (See Below)
 FB1962
 FB1962.The horizontal coordinates were scaled from a topographic map and have
 FB1962.an estimated accuracy of +/- 6 seconds.
 FB1962
 FB1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1962.The vertical order pertains to the NGVD 29 superseded value.
 FB1962
 FB1962.The geoid height was determined by GEOID03.
 FB1962
 FB1962;                    North         East    Units  Estimated Accuracy
 FB1962;SPC TN       -   172,380.      815,700.      MT  (+/- 180 meters Scaled)
 FB1962
 FB1962                          SUPERSEDED SURVEY CONTROL
 FB1962
 FB1962  NGVD 29 (??/??/92)  279.492  (m)          916.97   (f) ADJ UNCH    ?  
 FB1962
 FB1962.Superseded values are not recommended for survey control.
 FB1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1962.See file dsdata.txt to determine how the superseded data were derived.
 FB1962
 FB1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV642719(NAD 83)
 FB1962_MARKER: DD = SURVEY DISK
 FB1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1962_STAMPING: LHT 642 1938
 FB1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1962+STABILITY: SURFACE MOTION
 FB1962
 FB1962  HISTORY     - Date     Condition        Report By
 FB1962  HISTORY     - 1938     MONUMENTED       TVA
 FB1962
 FB1962                          STATION DESCRIPTION
 FB1962
 FB1962'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1962'2.9 MI W FROM SEVIERVILLE.
 FB1962'2.9 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1962'200 FEET SOUTH OF A BARN, 175 FEET SOUTHWEST OF THE CARLOS
 FB1962'JENKINS HOUSE, 110 FEET NORTHWEST OF AN AMERICAN CAFE ROAD SIGN,
 FB1962'52 FEET NORTHWEST OF THE HIGHWAY, 33.6 FEET NORTHEAST OF AN
 FB1962'8-INCH SASSAFRAS TREE, 20 FEET NORTH OF THE OLD ROAD, 9.7 FEET
 FB1962'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT SOUTHEAST OF A WIRE
 FB1962'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1962'LHT 642 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1964 ***********************************************************************
 FB1964  DESIGNATION -  LHT 643
 FB1964  PID         -  FB1964
 FB1964  STATE/COUNTY-  TN/SEVIER
 FB1964  USGS QUAD   -  WALDEN CREEK (1987)
 FB1964
 FB1964                         *CURRENT SURVEY CONTROL
 FB1964  ___________________________________________________________________
 FB1964* NAD 83(1986)-  35 51 09.     (N)    083 38 13.     (W)     SCALED    
 FB1964* NAVD 88     -       286.38   (+/-2cm)     939.6    (feet)  VERTCON   
 FB1964  ___________________________________________________________________
 FB1964  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1964
 FB1964  VERT ORDER  -  ? (See Below)
 FB1964
 FB1964.The horizontal coordinates were scaled from a topographic map and have
 FB1964.an estimated accuracy of +/- 6 seconds.
 FB1964
 FB1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1964.The vertical order pertains to the NGVD 29 superseded value.
 FB1964
 FB1964.The geoid height was determined by GEOID03.
 FB1964
 FB1964;                    North         East    Units  Estimated Accuracy
 FB1964;SPC TN       -   171,130.      813,430.      MT  (+/- 180 meters Scaled)
 FB1964
 FB1964                          SUPERSEDED SURVEY CONTROL
 FB1964
 FB1964  NGVD 29 (??/??/92)  286.511  (m)          939.99   (f) ADJ UNCH    ?  
 FB1964
 FB1964.Superseded values are not recommended for survey control.
 FB1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1964.See file dsdata.txt to determine how the superseded data were derived.
 FB1964
 FB1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV618708(NAD 83)
 FB1964_MARKER: DD = SURVEY DISK
 FB1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1964_STAMPING: LHT 643 1938
 FB1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1964+STABILITY: SURFACE MOTION
 FB1964
 FB1964  HISTORY     - Date     Condition        Report By
 FB1964  HISTORY     - 1938     MONUMENTED       TVA
 FB1964
 FB1964                          STATION DESCRIPTION
 FB1964
 FB1964'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1964'4.7 MI W FROM SEVIERVILLE.
 FB1964'4.7 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1964'AT THE JUNCTION OF THE WHITE SCHOOL ROAD, 100 FEET NORTHWEST OF
 FB1964'THE JUNCTION, 75 FEET SOUTHWEST OF THE MINNIE BAKER HOUSE, 80
 FB1964'FEET SOUTHEAST OF THE BARN, 25.1 FEET SOUTHWEST OF THE SOUTHEAST
 FB1964'CORNER OF A GARAGE, AND 2 FEET EAST OF THE SOUTHEAST CORNER OF
 FB1964'A GARDEN.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1964'LHT 643 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1965 ***********************************************************************
 FB1965  DESIGNATION -  LHT 644
 FB1965  PID         -  FB1965
 FB1965  STATE/COUNTY-  TN/SEVIER
 FB1965  USGS QUAD   -  WALDEN CREEK (1987)
 FB1965
 FB1965                         *CURRENT SURVEY CONTROL
 FB1965  ___________________________________________________________________
 FB1965* NAD 83(1986)-  35 50 45.     (N)    083 37 55.     (W)     SCALED    
 FB1965* NAVD 88     -       285.52   (+/-2cm)     936.7    (feet)  VERTCON   
 FB1965  ___________________________________________________________________
 FB1965  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1965
 FB1965  VERT ORDER  -  ? (See Below)
 FB1965
 FB1965.The horizontal coordinates were scaled from a topographic map and have
 FB1965.an estimated accuracy of +/- 6 seconds.
 FB1965
 FB1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1965.The vertical order pertains to the NGVD 29 superseded value.
 FB1965
 FB1965.The geoid height was determined by GEOID03.
 FB1965
 FB1965;                    North         East    Units  Estimated Accuracy
 FB1965;SPC TN       -   170,400.      813,900.      MT  (+/- 180 meters Scaled)
 FB1965
 FB1965                          SUPERSEDED SURVEY CONTROL
 FB1965
 FB1965  NGVD 29 (??/??/92)  285.652  (m)          937.18   (f) ADJ UNCH    ?  
 FB1965
 FB1965.Superseded values are not recommended for survey control.
 FB1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1965.See file dsdata.txt to determine how the superseded data were derived.
 FB1965
 FB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV623700(NAD 83)
 FB1965_MARKER: DD = SURVEY DISK
 FB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1965_STAMPING: LHT 644 1938
 FB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1965+STABILITY: SURFACE MOTION
 FB1965
 FB1965  HISTORY     - Date     Condition        Report By
 FB1965  HISTORY     - 1938     MONUMENTED       TVA
 FB1965
 FB1965                          STATION DESCRIPTION
 FB1965
 FB1965'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1965'4.7 MI W FROM SEVIERVILLE.
 FB1965'4.7 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1965'THENCE 0.6 MILE SOUTH ALONG THE WHITE SCHOOL ROAD, AT THE JUNCTION
 FB1965'OF THE WEST FORK GUESS CREEK ROAD, 100 FEET EAST OF WHITE SCHOOL,
 FB1965'68.4 FEET NORTHWEST OF A LARGE SHED, 35 FEET WEST OF THE ROAD
 FB1965'JUNCTION, 14 FEET SOUTHWEST OF A STREAM, 12 FEET NORTHEAST OF
 FB1965'THE DRIVE TO THE SCHOOL, 9.6 FEET SOUTH OF A FENCE CORNER, AND
 FB1965'2 FEET EAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY
 FB1965'STANDARD DISK, STAMPED LHT 644 1938 AND SET IN THE TOP OF A
 FB1965'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1966 ***********************************************************************
 FB1966  DESIGNATION -  LHT 645
 FB1966  PID         -  FB1966
 FB1966  STATE/COUNTY-  TN/SEVIER
 FB1966  USGS QUAD   -  WALDEN CREEK (1987)
 FB1966
 FB1966                         *CURRENT SURVEY CONTROL
 FB1966  ___________________________________________________________________
 FB1966* NAD 83(1986)-  35 50 21.     (N)    083 38 45.     (W)     SCALED    
 FB1966* NAVD 88     -       295.58   (+/-2cm)     969.7    (feet)  VERTCON   
 FB1966  ___________________________________________________________________
 FB1966  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1966
 FB1966  VERT ORDER  -  ? (See Below)
 FB1966
 FB1966.The horizontal coordinates were scaled from a topographic map and have
 FB1966.an estimated accuracy of +/- 6 seconds.
 FB1966
 FB1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1966.The vertical order pertains to the NGVD 29 superseded value.
 FB1966
 FB1966.The geoid height was determined by GEOID03.
 FB1966
 FB1966;                    North         East    Units  Estimated Accuracy
 FB1966;SPC TN       -   169,630.      812,660.      MT  (+/- 180 meters Scaled)
 FB1966
 FB1966                          SUPERSEDED SURVEY CONTROL
 FB1966
 FB1966  NGVD 29 (??/??/92)  295.703  (m)          970.15   (f) ADJ UNCH    ?  
 FB1966
 FB1966.Superseded values are not recommended for survey control.
 FB1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1966.See file dsdata.txt to determine how the superseded data were derived.
 FB1966
 FB1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV610693(NAD 83)
 FB1966_MARKER: DD = SURVEY DISK
 FB1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1966_STAMPING: LHT 645 1938
 FB1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1966+STABILITY: SURFACE MOTION
 FB1966
 FB1966  HISTORY     - Date     Condition        Report By
 FB1966  HISTORY     - 1938     MONUMENTED       TVA
 FB1966
 FB1966                          STATION DESCRIPTION
 FB1966
 FB1966'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1966'6.5 MI SW FROM SEVIERVILLE.
 FB1966'6.5 MILES SOUTHWEST OF SEVIERVILLE, 1.1 MILES WEST ALONG THE
 FB1966'WEST FORK GUESS CREEK ROAD FROM WHITE SCHOOL, 100 FEET SOUTHEAST
 FB1966'OF A BARN, 90 FEET NORTHEAST OF WEST FOR, GUESS CREEK, 60 FEET
 FB1966'NORTHWEST OF A GARDEN, 32 FEET NORTH OF THE NORTHWEST CORNER OF
 FB1966'THE ERNEST PARTON HOUSE, AND 1.7 FEET WEST OF A FENCE CORNER AT
 FB1966'THE NORTHEAST CORNER OF A PASTURE.  A TENNESSEE VALLEY AUTHORITY
 FB1966'STANDARD DISK, STAMPED LHT 645 1938 AND SET IN THE TOP OF A
 FB1966'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1967 ***********************************************************************
 FB1967  DESIGNATION -  LHT 646
 FB1967  PID         -  FB1967
 FB1967  STATE/COUNTY-  TN/SEVIER
 FB1967  USGS QUAD   -  WALDEN CREEK (1987)
 FB1967
 FB1967                         *CURRENT SURVEY CONTROL
 FB1967  ___________________________________________________________________
 FB1967* NAD 83(1986)-  35 50 21.     (N)    083 39 24.     (W)     SCALED    
 FB1967* NAVD 88     -       299.18   (+/-2cm)     981.6    (feet)  VERTCON   
 FB1967  ___________________________________________________________________
 FB1967  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1967
 FB1967  VERT ORDER  -  ? (See Below)
 FB1967
 FB1967.The horizontal coordinates were scaled from a topographic map and have
 FB1967.an estimated accuracy of +/- 6 seconds.
 FB1967
 FB1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1967.The vertical order pertains to the NGVD 29 superseded value.
 FB1967
 FB1967.The geoid height was determined by GEOID03.
 FB1967
 FB1967;                    North         East    Units  Estimated Accuracy
 FB1967;SPC TN       -   169,610.      811,680.      MT  (+/- 180 meters Scaled)
 FB1967
 FB1967                          SUPERSEDED SURVEY CONTROL
 FB1967
 FB1967  NGVD 29 (??/??/92)  299.298  (m)          981.95   (f) ADJ UNCH    ?  
 FB1967
 FB1967.Superseded values are not recommended for survey control.
 FB1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1967.See file dsdata.txt to determine how the superseded data were derived.
 FB1967
 FB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV600693(NAD 83)
 FB1967_MARKER: DD = SURVEY DISK
 FB1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1967_STAMPING: LHT 646 1938
 FB1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1967+STABILITY: SURFACE MOTION
 FB1967
 FB1967  HISTORY     - Date     Condition        Report By
 FB1967  HISTORY     - 1938     MONUMENTED       TVA
 FB1967
 FB1967                          STATION DESCRIPTION
 FB1967
 FB1967'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1967'7.2 MI SW FROM SEVIERVILLE.
 FB1967'7.2 MILES SOUTHWEST OF SEVIERVILLE, 1.7 MILES WEST ALONG THE OLD
 FB1967'STAGE ROAD FROM WHITE SCHOOL, AT THE JUNCTION OF A ROAD LEADING
 FB1967'TO THE MACK FLYNN HOUSE, 125 FEET SOUTHEAST OF THE ROAD JUNCTION,
 FB1967'AT THE FOOT OF A HILL SLOPE, 40 FEET EAST OF BRIDGES CREEK, 30
 FB1967'FEET EAST OF THE ROAD TO THE FLYNN HOUSE, 40 FEET SOUTHEAST OF
 FB1967'A GAP GATE, 11.8 FEET NORTH OF A 16-INCH CEDAR TREE, AND 19.7
 FB1967'FEET SOUTH OF A 5-INCH TWIN PERSIMMON TREE.  A TENNESSEE VALLEY
 FB1967'AUTHORITY STANDARD DISK, STAMPED LHT 646 1938 AND SET IN THE
 FB1967'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1968 ***********************************************************************
 FB1968  DESIGNATION -  LHT 647
 FB1968  PID         -  FB1968
 FB1968  STATE/COUNTY-  TN/SEVIER
 FB1968  USGS QUAD   -  WALDEN CREEK (1987)
 FB1968
 FB1968                         *CURRENT SURVEY CONTROL
 FB1968  ___________________________________________________________________
 FB1968* NAD 83(1986)-  35 50 45.     (N)    083 39 57.     (W)     SCALED    
 FB1968* NAVD 88     -       294.46   (+/-2cm)     966.1    (feet)  VERTCON   
 FB1968  ___________________________________________________________________
 FB1968  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1968
 FB1968  VERT ORDER  -  ? (See Below)
 FB1968
 FB1968.The horizontal coordinates were scaled from a topographic map and have
 FB1968.an estimated accuracy of +/- 6 seconds.
 FB1968
 FB1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1968.The vertical order pertains to the NGVD 29 superseded value.
 FB1968
 FB1968.The geoid height was determined by GEOID03.
 FB1968
 FB1968;                    North         East    Units  Estimated Accuracy
 FB1968;SPC TN       -   170,330.      810,840.      MT  (+/- 180 meters Scaled)
 FB1968
 FB1968                          SUPERSEDED SURVEY CONTROL
 FB1968
 FB1968  NGVD 29 (??/??/92)  294.586  (m)          966.49   (f) ADJ UNCH    ?  
 FB1968
 FB1968.Superseded values are not recommended for survey control.
 FB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1968.See file dsdata.txt to determine how the superseded data were derived.
 FB1968
 FB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV592701(NAD 83)
 FB1968_MARKER: DD = SURVEY DISK
 FB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1968_STAMPING: LHT 647 1938
 FB1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1968+STABILITY: SURFACE MOTION
 FB1968
 FB1968  HISTORY     - Date     Condition        Report By
 FB1968  HISTORY     - 1938     MONUMENTED       TVA
 FB1968
 FB1968                          STATION DESCRIPTION
 FB1968
 FB1968'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1968'8.1 MI SW FROM SEVIERVILLE.
 FB1968'8.1 MILES SOUTHWEST OF SEVIERVILLE, 2.6 MILES WEST ALONG THE
 FB1968'OLD STAGE ROAD FROM WHITE SCHOOL, 175 FEET SOUTHEAST OF SUGAR
 FB1968'LOAF CHURCH, AT THE JUNCTION OF A T-ROAD LEADING NORTHWEST PAST
 FB1968'THE CHURCH, 36 FEET NORTHWEST OF THE OLD STAGE ROAD, 17 FEET
 FB1968'NORTHEAST OF THE SIDE ROAD, 17.7 FEET NORTHWEST OF AN 8-INCH
 FB1968'CEDAR TREE AND A FENCE CORNER, 11 FEET EAST-SOUTHEAST OF A
 FB1968'4-INCH WALNUT TREE, AND 3 FEET SOUTHWEST OF A WIRE FENCE.  A
 FB1968'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 647 1938
 FB1968'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1969 ***********************************************************************
 FB1969  DESIGNATION -  LHT 648
 FB1969  PID         -  FB1969
 FB1969  STATE/COUNTY-  TN/SEVIER
 FB1969  USGS QUAD   -  WALDEN CREEK (1987)
 FB1969
 FB1969                         *CURRENT SURVEY CONTROL
 FB1969  ___________________________________________________________________
 FB1969* NAD 83(1986)-  35 50 38.     (N)    083 40 32.     (W)     SCALED    
 FB1969* NAVD 88     -       310.62   (+/-2cm)    1019.1    (feet)  VERTCON   
 FB1969  ___________________________________________________________________
 FB1969  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1969
 FB1969  VERT ORDER  -  ? (See Below)
 FB1969
 FB1969.The horizontal coordinates were scaled from a topographic map and have
 FB1969.an estimated accuracy of +/- 6 seconds.
 FB1969
 FB1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1969.The vertical order pertains to the NGVD 29 superseded value.
 FB1969
 FB1969.The geoid height was determined by GEOID03.
 FB1969
 FB1969;                    North         East    Units  Estimated Accuracy
 FB1969;SPC TN       -   170,090.      809,960.      MT  (+/- 180 meters Scaled)
 FB1969
 FB1969                          SUPERSEDED SURVEY CONTROL
 FB1969
 FB1969  NGVD 29 (??/??/92)  310.740  (m)         1019.49   (f) ADJ UNCH    ?  
 FB1969
 FB1969.Superseded values are not recommended for survey control.
 FB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1969.See file dsdata.txt to determine how the superseded data were derived.
 FB1969
 FB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV583699(NAD 83)
 FB1969_MARKER: DD = SURVEY DISK
 FB1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1969_STAMPING: LHT 648 1938
 FB1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1969+STABILITY: SURFACE MOTION
 FB1969
 FB1969  HISTORY     - Date     Condition        Report By
 FB1969  HISTORY     - 1938     MONUMENTED       TVA
 FB1969
 FB1969                          STATION DESCRIPTION
 FB1969
 FB1969'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1969'8.7 MI SW FROM SEVIERVILLE.
 FB1969'8.7 MILES SOUTHWET OF SEVIERVILLE, 3.2 MILES WEST ALONG THE
 FB1969'OLD STAGE ROAD FROM WHITE SCHOOL, AT THE JUNCTION OF A ROAD
 FB1969'LEADING NORTHWEST TO PITNER SCHOOL, 46.5 FEET NORTH OF A 6-INCH
 FB1969'CEDAR TREE, 18 FEET NORTH OF THE OLD STAGE ROAD, 15 FEET NORTH OF
 FB1969'A GALVANIZED-IRON PIPE UNDER THE ROAD, 3.7 FEET EAST OF A
 FB1969'RAIL-FENCE CORNER, AND 1 FOOT SOUTH OF THE RAIL FENCE.  A
 FB1969'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 648 1938
 FB1969'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1970 ***********************************************************************
 FB1970  DESIGNATION -  LHT 649
 FB1970  PID         -  FB1970
 FB1970  STATE/COUNTY-  TN/SEVIER
 FB1970  USGS QUAD   -  WALDEN CREEK (1987)
 FB1970
 FB1970                         *CURRENT SURVEY CONTROL
 FB1970  ___________________________________________________________________
 FB1970* NAD 83(1986)-  35 50 11.     (N)    083 41 21.     (W)     SCALED    
 FB1970* NAVD 88     -       311.03   (+/-2cm)    1020.4    (feet)  VERTCON   
 FB1970  ___________________________________________________________________
 FB1970  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1970
 FB1970  VERT ORDER  -  ? (See Below)
 FB1970
 FB1970.The horizontal coordinates were scaled from a topographic map and have
 FB1970.an estimated accuracy of +/- 6 seconds.
 FB1970
 FB1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1970.The vertical order pertains to the NGVD 29 superseded value.
 FB1970
 FB1970.The geoid height was determined by GEOID03.
 FB1970
 FB1970;                    North         East    Units  Estimated Accuracy
 FB1970;SPC TN       -   169,230.      808,750.      MT  (+/- 180 meters Scaled)
 FB1970
 FB1970                          SUPERSEDED SURVEY CONTROL
 FB1970
 FB1970  NGVD 29 (??/??/92)  311.145  (m)         1020.81   (f) ADJ UNCH    ?  
 FB1970
 FB1970.Superseded values are not recommended for survey control.
 FB1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1970.See file dsdata.txt to determine how the superseded data were derived.
 FB1970
 FB1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV571691(NAD 83)
 FB1970_MARKER: DD = SURVEY DISK
 FB1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1970_STAMPING: LHT 649 1938
 FB1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1970+STABILITY: SURFACE MOTION
 FB1970
 FB1970  HISTORY     - Date     Condition        Report By
 FB1970  HISTORY     - 1938     MONUMENTED       TVA
 FB1970
 FB1970                          STATION DESCRIPTION
 FB1970
 FB1970'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1970'9.8 MI SW FROM SEVIERVILLE.
 FB1970'9.8 MILES SOUTHWEST OF SEVIERVILLE, 4.3 MILES WEST ALONG THE OLD
 FB1970'STAGE ROAD FROM WHITE SCHOOL, 110 FEET EAST OF THE INTERSECTION OF
 FB1970'THE DUPONT SCHOOL ROAD, 150 FEET WEST OF FIRST KNOB CREEK, 66.2
 FB1970'FEET NORTHEAST OF A 12-INCH APPLE TREE, 50.6 FEET NORTH OF THE
 FB1970'NORTHEAST CORNER OF THE ROGERS HOUSE, 12 FEET SOUTH OF THE ROAD,
 FB1970'1 FOOT NORTH OF A FENCE, AND 2 FEET WEST OF A FENCE CORNER.
 FB1970'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 649 1938
 FB1970'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1971 ***********************************************************************
 FB1971  DESIGNATION -  LHT 650
 FB1971  PID         -  FB1971
 FB1971  STATE/COUNTY-  TN/SEVIER
 FB1971  USGS QUAD   -  WALDEN CREEK (1987)
 FB1971
 FB1971                         *CURRENT SURVEY CONTROL
 FB1971  ___________________________________________________________________
 FB1971* NAD 83(1986)-  35 50 40.     (N)    083 41 44.     (W)     SCALED    
 FB1971* NAVD 88     -       307.67   (+/-2cm)    1009.4    (feet)  VERTCON   
 FB1971  ___________________________________________________________________
 FB1971  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1971
 FB1971  VERT ORDER  -  ? (See Below)
 FB1971
 FB1971.The horizontal coordinates were scaled from a topographic map and have
 FB1971.an estimated accuracy of +/- 6 seconds.
 FB1971
 FB1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1971.The vertical order pertains to the NGVD 29 superseded value.
 FB1971
 FB1971.The geoid height was determined by GEOID03.
 FB1971
 FB1971;                    North         East    Units  Estimated Accuracy
 FB1971;SPC TN       -   170,110.      808,160.      MT  (+/- 180 meters Scaled)
 FB1971
 FB1971                          SUPERSEDED SURVEY CONTROL
 FB1971
 FB1971  NGVD 29 (??/??/92)  307.787  (m)         1009.80   (f) ADJ UNCH    ?  
 FB1971
 FB1971.Superseded values are not recommended for survey control.
 FB1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1971.See file dsdata.txt to determine how the superseded data were derived.
 FB1971
 FB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV565700(NAD 83)
 FB1971_MARKER: DD = SURVEY DISK
 FB1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1971_STAMPING: LHT 650 1938
 FB1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1971+STABILITY: SURFACE MOTION
 FB1971
 FB1971  HISTORY     - Date     Condition        Report By
 FB1971  HISTORY     - 1938     MONUMENTED       TVA
 FB1971
 FB1971                          STATION DESCRIPTION
 FB1971
 FB1971'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1971'10.5 MI SW FROM SEVIERVILLE.
 FB1971'10.5 MILES SOUTHWEST OF SEVIERVILLE, 1.1 MILES EAST ALONG THE
 FB1971'OLD STAGE ROAD FROM CUSICK, 225 FEET WEST OF THE RESIDENCE OF
 FB1971'MRS. S.H. TAYLOR, 66.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 FB1971'A BARN, 30 FEET WEST OF A DRAIN, 7.2 FEET EAST-NORTHEAST OF THE
 FB1971'SOUTHEAST CORNER OF A GARAGE, AND 1 FOOT SOUTHWEST OF A WIRE
 FB1971'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1971'LHT 650 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1972 ***********************************************************************
 FB1972  DESIGNATION -  LHT 651
 FB1972  PID         -  FB1972
 FB1972  STATE/COUNTY-  TN/SEVIER
 FB1972  USGS QUAD   -  WALDEN CREEK (1987)
 FB1972
 FB1972                         *CURRENT SURVEY CONTROL
 FB1972  ___________________________________________________________________
 FB1972* NAD 83(1986)-  35 50 50.     (N)    083 42 35.     (W)     SCALED    
 FB1972* NAVD 88     -       298.68   (+/-2cm)     979.9    (feet)  VERTCON   
 FB1972  ___________________________________________________________________
 FB1972  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FB1972
 FB1972  VERT ORDER  -  ? (See Below)
 FB1972
 FB1972.The horizontal coordinates were scaled from a topographic map and have
 FB1972.an estimated accuracy of +/- 6 seconds.
 FB1972
 FB1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1972.The vertical order pertains to the NGVD 29 superseded value.
 FB1972
 FB1972.The geoid height was determined by GEOID03.
 FB1972
 FB1972;                    North         East    Units  Estimated Accuracy
 FB1972;SPC TN       -   170,390.      806,870.      MT  (+/- 180 meters Scaled)
 FB1972
 FB1972                          SUPERSEDED SURVEY CONTROL
 FB1972
 FB1972  NGVD 29 (??/??/92)  298.805  (m)          980.33   (f) ADJ UNCH    ?  
 FB1972
 FB1972.Superseded values are not recommended for survey control.
 FB1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1972.See file dsdata.txt to determine how the superseded data were derived.
 FB1972
 FB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV552703(NAD 83)
 FB1972_MARKER: DD = SURVEY DISK
 FB1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1972_STAMPING: 651
 FB1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1972+STABILITY: SURFACE MOTION
 FB1972
 FB1972  HISTORY     - Date     Condition        Report By
 FB1972  HISTORY     - UNK      MONUMENTED       TVA
 FB1972  HISTORY     - 1938     GOOD             NGS
 FB1972
 FB1972                          STATION DESCRIPTION
 FB1972
 FB1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FB1972'AT CUSICK.
 FB1972'AT CUSICK, 500 FEET WEST ALONG STATE HIGHWAYS 35 AND 71 FROM THE
 FB1972'BRIDGE OVER SECOND KNOB CREEK, 400 FEET NORTHEAST OF THE A.B.
 FB1972'DELOZIER HOUSE, AT THE JUNCTION OF MARYVILLE PIKE, 78.2 FEET
 FB1972'NORTHWEST OF A HIGHWAY STOP-SIGN, 50 FEET SOUTHWEST OF THE
 FB1972'HIGHWAY, AND 22 FEET NORTH OF THE PIKE.  A TENNESSEE VALLEY
 FB1972'AUTHORITY STANDARD DISK, STAMPED 651 AND SET IN THE TOP OF A
 FB1972'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1973 ***********************************************************************
 FB1973  DESIGNATION -  LHT 652
 FB1973  PID         -  FB1973
 FB1973  STATE/COUNTY-  TN/SEVIER
 FB1973  USGS QUAD   -  WALDEN CREEK (1987)
 FB1973
 FB1973                         *CURRENT SURVEY CONTROL
 FB1973  ___________________________________________________________________
 FB1973* NAD 83(1986)-  35 51 26.     (N)    083 43 32.     (W)     SCALED    
 FB1973* NAVD 88     -       296.10   (+/-2cm)     971.5    (feet)  VERTCON   
 FB1973  ___________________________________________________________________
 FB1973  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FB1973
 FB1973  VERT ORDER  -  ? (See Below)
 FB1973
 FB1973.The horizontal coordinates were scaled from a topographic map and have
 FB1973.an estimated accuracy of +/- 6 seconds.
 FB1973
 FB1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1973.The vertical order pertains to the NGVD 29 superseded value.
 FB1973
 FB1973.The geoid height was determined by GEOID03.
 FB1973
 FB1973;                    North         East    Units  Estimated Accuracy
 FB1973;SPC TN       -   171,460.      805,410.      MT  (+/- 180 meters Scaled)
 FB1973
 FB1973                          SUPERSEDED SURVEY CONTROL
 FB1973
 FB1973  NGVD 29 (??/??/92)  296.230  (m)          971.88   (f) ADJ UNCH    ?  
 FB1973
 FB1973.Superseded values are not recommended for survey control.
 FB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1973.See file dsdata.txt to determine how the superseded data were derived.
 FB1973
 FB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538715(NAD 83)
 FB1973_MARKER: DD = SURVEY DISK
 FB1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1973_STAMPING: LHT 652 1938
 FB1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1973+STABILITY: SURFACE MOTION
 FB1973
 FB1973  HISTORY     - Date     Condition        Report By
 FB1973  HISTORY     - 1938     MONUMENTED       TVA
 FB1973
 FB1973                          STATION DESCRIPTION
 FB1973
 FB1973'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1973'1.2 MI NW FROM CUSICK.
 FB1973'1.2 MILES NORTHWEST ALONG STATE HIGHWAYS 35 AND 71 FROM CUSICK,
 FB1973'600 FEET EAST OF A SINCLAIR SERVICE STATION, 200 FEET SOUTHWEST
 FB1973'OF A 2-STORY HOUSE, 88.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB1973'OF A BRIDGE OVER A STREAM, 23 FEET NORTH OF THE HIGHWAY, 21.9
 FB1973'FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE BARN, AND 2 FEET
 FB1973'NORTHEAST OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 FB1973'STANDARD DISK, STAMPED LHT 652 1938 AND SET IN THE TOP OF A
 FB1973'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1974 ***********************************************************************
 FB1974  DESIGNATION -  LHT 653
 FB1974  PID         -  FB1974
 FB1974  STATE/COUNTY-  TN/SEVIER
 FB1974  USGS QUAD   -  WALDEN CREEK (1987)
 FB1974
 FB1974                         *CURRENT SURVEY CONTROL
 FB1974  ___________________________________________________________________
 FB1974* NAD 83(1986)-  35 51 45.     (N)    083 44 38.     (W)     SCALED    
 FB1974* NAVD 88     -       299.03   (+/-2cm)     981.1    (feet)  VERTCON   
 FB1974  ___________________________________________________________________
 FB1974  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1974
 FB1974  VERT ORDER  -  ? (See Below)
 FB1974
 FB1974.The horizontal coordinates were scaled from a topographic map and have
 FB1974.an estimated accuracy of +/- 6 seconds.
 FB1974
 FB1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1974.The vertical order pertains to the NGVD 29 superseded value.
 FB1974
 FB1974.The geoid height was determined by GEOID03.
 FB1974
 FB1974;                    North         East    Units  Estimated Accuracy
 FB1974;SPC TN       -   172,010.      803,740.      MT  (+/- 180 meters Scaled)
 FB1974
 FB1974                          SUPERSEDED SURVEY CONTROL
 FB1974
 FB1974  NGVD 29 (??/??/92)  299.157  (m)          981.48   (f) ADJ UNCH    ?  
 FB1974
 FB1974.Superseded values are not recommended for survey control.
 FB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1974.See file dsdata.txt to determine how the superseded data were derived.
 FB1974
 FB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV522721(NAD 83)
 FB1974_MARKER: DD = SURVEY DISK
 FB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1974_STAMPING: LHT 653 1938
 FB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1974+STABILITY: SURFACE MOTION
 FB1974
 FB1974  HISTORY     - Date     Condition        Report By
 FB1974  HISTORY     - 1938     MONUMENTED       TVA
 FB1974
 FB1974                          STATION DESCRIPTION
 FB1974
 FB1974'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1974'11.5 MI W FROM SEVIERVILLE.
 FB1974'11.5 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1974'1.3 MILES NORTHWEST OF CUSICK, 600 FEET NORTHWEST OF A BRIDGE OVER
 FB1974'BOYDS CREEK, AT THE JUNCTION OF A T-ROAD LEADING NORTHEAST TO
 FB1974'HARRISON CHILHOWEE ACADEMY, 150 FEET NORTH OF A BARN, 44 FEET
 FB1974'NORTHEAST OF THE HIGHWAY, 20 FEET NORTHWEST OF THE T-ROAD, 15.4
 FB1974'FEET NORTH-NORTHEAST OF POWER-TRANSMISSION LINE POLE 13, 10.8
 FB1974'FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF A WIRE
 FB1974'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1974'LHT 653 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1976 ***********************************************************************
 FB1976  DESIGNATION -  LHT 654
 FB1976  PID         -  FB1976
 FB1976  STATE/COUNTY-  TN/SEVIER
 FB1976  USGS QUAD   -  WILDWOOD (1988)
 FB1976
 FB1976                         *CURRENT SURVEY CONTROL
 FB1976  ___________________________________________________________________
 FB1976* NAD 83(1986)-  35 51 38.     (N)    083 46 16.     (W)     SCALED    
 FB1976* NAVD 88     -       318.42   (+/-2cm)    1044.7    (feet)  VERTCON   
 FB1976  ___________________________________________________________________
 FB1976  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1976
 FB1976  VERT ORDER  -  ? (See Below)
 FB1976
 FB1976.The horizontal coordinates were scaled from a topographic map and have
 FB1976.an estimated accuracy of +/- 6 seconds.
 FB1976
 FB1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1976.The vertical order pertains to the NGVD 29 superseded value.
 FB1976
 FB1976.The geoid height was determined by GEOID03.
 FB1976
 FB1976;                    North         East    Units  Estimated Accuracy
 FB1976;SPC TN       -   171,740.      801,290.      MT  (+/- 180 meters Scaled)
 FB1976
 FB1976                          SUPERSEDED SURVEY CONTROL
 FB1976
 FB1976  NGVD 29 (??/??/92)  318.548  (m)         1045.10   (f) ADJ UNCH    ?  
 FB1976
 FB1976.Superseded values are not recommended for survey control.
 FB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1976.See file dsdata.txt to determine how the superseded data were derived.
 FB1976
 FB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV497720(NAD 83)
 FB1976_MARKER: DD = SURVEY DISK
 FB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1976_STAMPING: LHT 654
 FB1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1976+STABILITY: SURFACE MOTION
 FB1976
 FB1976  HISTORY     - Date     Condition        Report By
 FB1976  HISTORY     - UNK      MONUMENTED       TVA
 FB1976  HISTORY     - 1938     GOOD             TVA
 FB1976
 FB1976                          STATION DESCRIPTION
 FB1976
 FB1976'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1976'11.8 MI SW FROM SEVIERVILLE.
 FB1976'11.8 MILES SOUTHWEST OF SEVIERVILLE, ON THE ELLEJOY ROAD, 0.6
 FB1976'MILE SOUTHWEST OF DUPONT SCHOOL, 300 FEET SOUTH OF THE S.G. GIBSON
 FB1976'HOUSE, AT THE JUNCTION OF A FARM ROAD, 27.8 FEET SOUTHEAST OF THE
 FB1976'SOUTHEAST CORNER OF A BRIDGE OVER GARNER BRANCH, 27 FEET SOUTHEAST
 FB1976'OF THE ELLEJOY ROAD, 6 FEET NORTHEAST OF THE FARM ROAD, 20 FEET
 FB1976'NORTH OF THE BASE OF A STEEP HILL, 4.0 FEET SOUTHWEST OF A 14-INCH
 FB1976'SWEET-GUM TREE, AND 2 FEET SOUTHEAST OF A BOARD-AND-WIRE FENCE.
 FB1976'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 654 AND
 FB1976'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1977 ***********************************************************************
 FB1977  DESIGNATION -  LHT 655
 FB1977  PID         -  FB1977
 FB1977  STATE/COUNTY-  TN/SEVIER
 FB1977  USGS QUAD   -  WALDEN CREEK (1987)
 FB1977
 FB1977                         *CURRENT SURVEY CONTROL
 FB1977  ___________________________________________________________________
 FB1977* NAD 83(1986)-  35 48 29.     (N)    083 43 02.     (W)     SCALED    
 FB1977* NAVD 88     -       340.32   (+/-2cm)    1116.5    (feet)  VERTCON   
 FB1977  ___________________________________________________________________
 FB1977  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB1977
 FB1977  VERT ORDER  -  ? (See Below)
 FB1977
 FB1977.The horizontal coordinates were scaled from a topographic map and have
 FB1977.an estimated accuracy of +/- 6 seconds.
 FB1977
 FB1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1977.The vertical order pertains to the NGVD 29 superseded value.
 FB1977
 FB1977.The geoid height was determined by GEOID03.
 FB1977
 FB1977;                    North         East    Units  Estimated Accuracy
 FB1977;SPC TN       -   166,030.      806,290.      MT  (+/- 180 meters Scaled)
 FB1977
 FB1977                          SUPERSEDED SURVEY CONTROL
 FB1977
 FB1977  NGVD 29 (??/??/92)  340.419  (m)         1116.86   (f) ADJ UNCH    ?  
 FB1977
 FB1977.Superseded values are not recommended for survey control.
 FB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1977.See file dsdata.txt to determine how the superseded data were derived.
 FB1977
 FB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV544660(NAD 83)
 FB1977_MARKER: DD = SURVEY DISK
 FB1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1977_STAMPING: LHT 655 1938
 FB1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1977+STABILITY: SURFACE MOTION
 FB1977
 FB1977  HISTORY     - Date     Condition        Report By
 FB1977  HISTORY     - 1938     MONUMENTED       TVA
 FB1977
 FB1977                          STATION DESCRIPTION
 FB1977
 FB1977'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1977'12.7 MI SW FROM SEVIERVILLE.
 FB1977'12.7 MILES SOUTHWEST OF SEVIERVILLE, SEVIER COUNTY, ON THE
 FB1977'ELLEJOY ROAD, 1.5 MILES SOUTHWEST OF DUPONT SCHOOL, AT THE
 FB1977'JUNCTION OF A ROAD LEADING SOUTHEAST, 150 FEET SOUTHWEST OF THE
 FB1977'WOODS LINE, IN AN ABANDONED FIELD, 46.8 FEET NORTH-NORTHWEST OF
 FB1977'A 2-INCH TWIN RED-OAK TREE, 39.6 FEET NORTH OF THREE MAIL BOXES,
 FB1977'AND 15 FEET NORTHWEST OF THE ELLEJOY ROAD.  A TENNESSEE VALLEY
 FB1977'AUTHORITY STANDARD DISK, STAMPED LHT 655 1938 AND SET IN THE
 FB1977'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1978 ***********************************************************************
 FB1978  DESIGNATION -  LHT 656
 FB1978  PID         -  FB1978
 FB1978  STATE/COUNTY-  TN/SEVIER
 FB1978  USGS QUAD   -  WALDEN CREEK (1987)
 FB1978
 FB1978                         *CURRENT SURVEY CONTROL
 FB1978  ___________________________________________________________________
 FB1978* NAD 83(1986)-  35 48 15.     (N)    083 43 47.     (W)     SCALED    
 FB1978* NAVD 88     -       306.43   (+/-2cm)    1005.3    (feet)  VERTCON   
 FB1978  ___________________________________________________________________
 FB1978  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB1978
 FB1978  VERT ORDER  -  ? (See Below)
 FB1978
 FB1978.The horizontal coordinates were scaled from a topographic map and have
 FB1978.an estimated accuracy of +/- 6 seconds.
 FB1978
 FB1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1978.The vertical order pertains to the NGVD 29 superseded value.
 FB1978
 FB1978.The geoid height was determined by GEOID03.
 FB1978
 FB1978;                    North         East    Units  Estimated Accuracy
 FB1978;SPC TN       -   165,570.      805,170.      MT  (+/- 180 meters Scaled)
 FB1978
 FB1978                          SUPERSEDED SURVEY CONTROL
 FB1978
 FB1978  NGVD 29 (??/??/92)  306.539  (m)         1005.70   (f) ADJ UNCH    ?  
 FB1978
 FB1978.Superseded values are not recommended for survey control.
 FB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1978.See file dsdata.txt to determine how the superseded data were derived.
 FB1978
 FB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV533656(NAD 83)
 FB1978_MARKER: DD = SURVEY DISK
 FB1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1978_STAMPING: LHT 656 1938
 FB1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1978+STABILITY: SURFACE MOTION
 FB1978
 FB1978  HISTORY     - Date     Condition        Report By
 FB1978  HISTORY     - 1938     MONUMENTED       TVA
 FB1978
 FB1978                          STATION DESCRIPTION
 FB1978
 FB1978'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1978'13.5 MI SW FROM SEVIERVILLE.
 FB1978'13.5 MILES SOUTHWEST OF SEVIERVILLE, 2.3 MILES SOUTHWEST OF
 FB1978'DUPONT SCHOOL, 225 FEET EAST OF A 1-STORY FRAME SHACK ON A
 FB1978'HILLSIDE, AT DRIPPING SPRINGS SCHOOL, 80 FEET NORTHWEST OF THE
 FB1978'SCHOOLHOUSE, 35.8 FEET WEST OF A 12-INCH APPLE TREE, 33.6 FEET
 FB1978'SOUTHWEST OF A 6-INCH ELM TREE, AND 15 FEET SOUTHEAST OF THE ROAD.
 FB1978'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 656 1938
 FB1978'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1980 ***********************************************************************
 FB1980  DESIGNATION -  LHT 657
 FB1980  PID         -  FB1980
 FB1980  STATE/COUNTY-  TN/SEVIER
 FB1980  USGS QUAD   -  WALDEN CREEK (1987)
 FB1980
 FB1980                         *CURRENT SURVEY CONTROL
 FB1980  ___________________________________________________________________
 FB1980* NAD 83(1986)-  35 47 26.     (N)    083 44 30.     (W)     SCALED    
 FB1980* NAVD 88     -       320.20   (+/-2cm)    1050.5    (feet)  VERTCON   
 FB1980  ___________________________________________________________________
 FB1980  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1980
 FB1980  VERT ORDER  -  ? (See Below)
 FB1980
 FB1980.The horizontal coordinates were scaled from a topographic map and have
 FB1980.an estimated accuracy of +/- 6 seconds.
 FB1980
 FB1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1980.The vertical order pertains to the NGVD 29 superseded value.
 FB1980
 FB1980.The geoid height was determined by GEOID03.
 FB1980
 FB1980;                    North         East    Units  Estimated Accuracy
 FB1980;SPC TN       -   164,030.      804,130.      MT  (+/- 180 meters Scaled)
 FB1980
 FB1980                          SUPERSEDED SURVEY CONTROL
 FB1980
 FB1980  NGVD 29 (??/??/92)  320.302  (m)         1050.86   (f) ADJ UNCH    ?  
 FB1980
 FB1980.Superseded values are not recommended for survey control.
 FB1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1980.See file dsdata.txt to determine how the superseded data were derived.
 FB1980
 FB1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV522641(NAD 83)
 FB1980_MARKER: DD = SURVEY DISK
 FB1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1980_STAMPING: LHT 657
 FB1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1980+STABILITY: SURFACE MOTION
 FB1980
 FB1980  HISTORY     - Date     Condition        Report By
 FB1980  HISTORY     - UNK      MONUMENTED       TVA
 FB1980  HISTORY     - 1938     GOOD             TVA
 FB1980
 FB1980                          STATION DESCRIPTION
 FB1980
 FB1980'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1980'14.9 MI SW FROM SEVIERVILLE.
 FB1980'14.9 MILES SOUTHWEST OF SEVIERVILLE, ON CHILHOWEE ROAD, 400 FEET
 FB1980'EAST OF THE SEVIER-BLOUNT COUNTY LINE, AT THE JUNCTION OF A ROAD
 FB1980'LEADING SOUTH, 23 FEET SOUTHEAST OF CHILHOWEE ROAD, 18 FEET
 FB1980'NORTHEAST OF THE SIDE ROAD, ON A 3-FOOT BANK, OPPOSITE A PINE
 FB1980'THICKET, 34.2 FEET NORTH NORTHEAST OF A 5-INCH SWEET-GUM TREE,
 FB1980'7.3 FEET SOUTHWEST OF A 10-INCH CEDAR TREE, AND 3 FEET SOUTHEAST
 FB1980'OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1980'STAMPED LHT 657 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1981 ***********************************************************************
 FB1981  DESIGNATION -  LHT 658
 FB1981  PID         -  FB1981
 FB1981  STATE/COUNTY-  TN/BLOUNT
 FB1981  USGS QUAD   -  WILDWOOD (1988)
 FB1981
 FB1981                         *CURRENT SURVEY CONTROL
 FB1981  ___________________________________________________________________
 FB1981* NAD 83(1986)-  35 47 16.     (N)    083 45 12.     (W)     SCALED    
 FB1981* NAVD 88     -       293.82   (+/-2cm)     964.0    (feet)  VERTCON   
 FB1981  ___________________________________________________________________
 FB1981  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1981
 FB1981  VERT ORDER  -  ? (See Below)
 FB1981
 FB1981.The horizontal coordinates were scaled from a topographic map and have
 FB1981.an estimated accuracy of +/- 6 seconds.
 FB1981
 FB1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1981.The vertical order pertains to the NGVD 29 superseded value.
 FB1981
 FB1981.The geoid height was determined by GEOID03.
 FB1981
 FB1981;                    North         East    Units  Estimated Accuracy
 FB1981;SPC TN       -   163,700.      803,080.      MT  (+/- 180 meters Scaled)
 FB1981
 FB1981                          SUPERSEDED SURVEY CONTROL
 FB1981
 FB1981  NGVD 29 (??/??/92)  293.929  (m)          964.33   (f) ADJ UNCH    ?  
 FB1981
 FB1981.Superseded values are not recommended for survey control.
 FB1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1981.See file dsdata.txt to determine how the superseded data were derived.
 FB1981
 FB1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV511639(NAD 83)
 FB1981_MARKER: DD = SURVEY DISK
 FB1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1981_STAMPING: LHT 658 1938
 FB1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1981+STABILITY: SURFACE MOTION
 FB1981
 FB1981  HISTORY     - Date     Condition        Report By
 FB1981  HISTORY     - 1938     MONUMENTED       TVA
 FB1981
 FB1981                          STATION DESCRIPTION
 FB1981
 FB1981'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1981'12.7 MI E FROM MARYVILLE.
 FB1981'12.7 MILES EAST OF MARYVILLE, 6.7 MILES SOUTHEAST OF WILDWOOD,
 FB1981'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, 1.2 MILES
 FB1981'NORTHEAST OF THE INTERSECTION OF A ROAD LEADING TO PROSPECT SCHOOL,
 FB1981'NORTHWEST OF A FARMHOUSE, 175 FEET WEST OF A 36-INCH WHITE OAK
 FB1981'TREE, 100 FEET SOUTHWEST OF THE JUNCTION OF A FARM ROAD, 100 FEET
 FB1981'NORTH OF A LARGE BARN, 50 FEET WEST OF THE JUNCTION OF TWO
 FB1981'SMALL STREAMS, 40.5 FEET WEST OF A 12-INCH BUCKEYE TREE, 33.8
 FB1981'FEET WEST-SOUTHWEST OF THE NORTHEAST POST OF A GATE, 19.4 FEET
 FB1981'SOUTH-SOUTHWEST OF A 24-INCH MULBERRY TREE, IN A BARN LOT, AND ON
 FB1981'THE NORTHEAST SIDE OF THE BARN LOT FENCE.  A TENNESSEE VALLEY
 FB1981'AUTHORITY STANDARD DISK, STAMPED LHT 658 1938 AND SET IN THE TOP
 FB1981'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1982 ***********************************************************************
 FB1982  DESIGNATION -  LHT 659
 FB1982  PID         -  FB1982
 FB1982  STATE/COUNTY-  TN/BLOUNT
 FB1982  USGS QUAD   -  WILDWOOD (1988)
 FB1982
 FB1982                         *CURRENT SURVEY CONTROL
 FB1982  ___________________________________________________________________
 FB1982* NAD 83(1986)-  35 46 53.     (N)    083 46 11.     (W)     SCALED    
 FB1982* NAVD 88     -       318.53   (+/-2cm)    1045.0    (feet)  VERTCON   
 FB1982  ___________________________________________________________________
 FB1982  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1982
 FB1982  VERT ORDER  -  ? (See Below)
 FB1982
 FB1982.The horizontal coordinates were scaled from a topographic map and have
 FB1982.an estimated accuracy of +/- 6 seconds.
 FB1982
 FB1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1982.The vertical order pertains to the NGVD 29 superseded value.
 FB1982
 FB1982.The geoid height was determined by GEOID03.
 FB1982
 FB1982;                    North         East    Units  Estimated Accuracy
 FB1982;SPC TN       -   162,960.      801,620.      MT  (+/- 180 meters Scaled)
 FB1982
 FB1982                          SUPERSEDED SURVEY CONTROL
 FB1982
 FB1982  NGVD 29 (??/??/92)  318.643  (m)         1045.41   (f) ADJ UNCH    ?  
 FB1982
 FB1982.Superseded values are not recommended for survey control.
 FB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1982.See file dsdata.txt to determine how the superseded data were derived.
 FB1982
 FB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV496632(NAD 83)
 FB1982_MARKER: DD = SURVEY DISK
 FB1982_SETTING: 66 = SET IN ROCK OUTCROP
 FB1982_SP_SET: ROCK OUTCROP
 FB1982_STAMPING: LHT 659 1938
 FB1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1982+STABILITY: POSITION/ELEVATION WELL
 FB1982
 FB1982  HISTORY     - Date     Condition        Report By
 FB1982  HISTORY     - 1938     MONUMENTED       TVA
 FB1982
 FB1982                          STATION DESCRIPTION
 FB1982
 FB1982'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1982'11.5 MI E FROM MARYVILLE.
 FB1982'11.5 MILES EAST OF MARYVILLE, 6.0 MILES SOUTHEAST OF WILDWOOD,
 FB1982'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, 275 FEET SOUTHEAST
 FB1982'OF THE INTERSECTION OF A SIDE ROAD, IN THE FRONT YARD OF OLD
 FB1982'CHILHOWEE CHURCH, 95.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 FB1982'OF THE SCHOOL BUILDING, 75 FEET SOUTHEAST OF A 32-INCH WHITE-OAK
 FB1982'TREE, 48.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 FB1982'BUILDING, 60 FEET NORTHEAST OF 20-INCH WALNUT TREE, 25 FEET
 FB1982'SOUTHWEST OF A PUMP, 10 FEET NORTHEAST OF A 7-INCH HICKORY TREE,
 FB1982'AT THE SOUTH EDGE OF A DRIVEWAY, AND IN A ROCK OUTCROP.  A
 FB1982'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 659 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1983 ***********************************************************************
 FB1983  DESIGNATION -  LHT 660
 FB1983  PID         -  FB1983
 FB1983  STATE/COUNTY-  TN/BLOUNT
 FB1983  USGS QUAD   -  WILDWOOD (1988)
 FB1983
 FB1983                         *CURRENT SURVEY CONTROL
 FB1983  ___________________________________________________________________
 FB1983* NAD 83(1986)-  35 46 31.     (N)    083 47 18.     (W)     SCALED    
 FB1983* NAVD 88     -       313.30   (+/-2cm)    1027.9    (feet)  VERTCON   
 FB1983  ___________________________________________________________________
 FB1983  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1983
 FB1983  VERT ORDER  -  ? (See Below)
 FB1983
 FB1983.The horizontal coordinates were scaled from a topographic map and have
 FB1983.an estimated accuracy of +/- 6 seconds.
 FB1983
 FB1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1983.The vertical order pertains to the NGVD 29 superseded value.
 FB1983
 FB1983.The geoid height was determined by GEOID03.
 FB1983
 FB1983;                    North         East    Units  Estimated Accuracy
 FB1983;SPC TN       -   162,240.      799,950.      MT  (+/- 180 meters Scaled)
 FB1983
 FB1983                          SUPERSEDED SURVEY CONTROL
 FB1983
 FB1983  NGVD 29 (??/??/92)  313.414  (m)         1028.26   (f) ADJ UNCH    ?  
 FB1983
 FB1983.Superseded values are not recommended for survey control.
 FB1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1983.See file dsdata.txt to determine how the superseded data were derived.
 FB1983
 FB1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV479626(NAD 83)
 FB1983_MARKER: DD = SURVEY DISK
 FB1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1983_STAMPING: LHT 660 1938
 FB1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1983+STABILITY: SURFACE MOTION
 FB1983
 FB1983  HISTORY     - Date     Condition        Report By
 FB1983  HISTORY     - 1938     MONUMENTED       TVA
 FB1983
 FB1983                          STATION DESCRIPTION
 FB1983
 FB1983'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1983'10.5 MI E FROM MARYVILLE.
 FB1983'10.5 MILES EAST OF MARYVILLE, 5.1 MILES SOUTHEAST OF WILDWOOD,
 FB1983'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, AT A FARM-ROAD
 FB1983'INTERSECTION, 375 FEET SOUTH OF A LOG HOUSE, 100 FEET SOUTH OF
 FB1983'A BRIDGE OVER A SMALL CREEK CROSSING THE MAIN ROAD, 100 FEET
 FB1983'SOUTHEAST OF A 7-INCH MULBERRY TREE, 75 FEET SOUTHEAST OF A
 FB1983'32-INCH FORKED WHITE-OAK TREE, 40 FEET NORTHWEST OF A BRIDGE
 FB1983'ON THE FARM ROAD, 35 FEET SOUTHEAST OF THE ROAD INTERSECTION,
 FB1983'36.0 FEET SOUTHWEST OF A 5-INCH SWEET-GUM TREE AT A FENCE LINE,
 FB1983'35.1 FEET SOUTH OF A 4-INCH FORKED APPLE TREE, AT A FENCE,
 FB1983'AND 25 FEET SOUTHEAST OF THE FENCE CORNER.  A TENNESSEE VALLEY
 FB1983'AUTHORITY STANDARD DISK, STAMPED LHT 660 1938 AND SET IN THE TOP
 FB1983'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1984 ***********************************************************************
 FB1984  DESIGNATION -  LHT 661
 FB1984  PID         -  FB1984
 FB1984  STATE/COUNTY-  TN/BLOUNT
 FB1984  USGS QUAD   -  WILDWOOD (1988)
 FB1984
 FB1984                         *CURRENT SURVEY CONTROL
 FB1984  ___________________________________________________________________
 FB1984* NAD 83(1986)-  35 46 04.     (N)    083 48 10.     (W)     SCALED    
 FB1984* NAVD 88     -       297.92   (+/-2cm)     977.4    (feet)  VERTCON   
 FB1984  ___________________________________________________________________
 FB1984  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1984
 FB1984  VERT ORDER  -  ? (See Below)
 FB1984
 FB1984.The horizontal coordinates were scaled from a topographic map and have
 FB1984.an estimated accuracy of +/- 6 seconds.
 FB1984
 FB1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1984.The vertical order pertains to the NGVD 29 superseded value.
 FB1984
 FB1984.The geoid height was determined by GEOID03.
 FB1984
 FB1984;                    North         East    Units  Estimated Accuracy
 FB1984;SPC TN       -   161,380.      798,660.      MT  (+/- 180 meters Scaled)
 FB1984
 FB1984                          SUPERSEDED SURVEY CONTROL
 FB1984
 FB1984  NGVD 29 (??/??/92)  298.034  (m)          977.80   (f) ADJ UNCH    ?  
 FB1984
 FB1984.Superseded values are not recommended for survey control.
 FB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1984.See file dsdata.txt to determine how the superseded data were derived.
 FB1984
 FB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV466618(NAD 83)
 FB1984_MARKER: DD = SURVEY DISK
 FB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1984_STAMPING: LHT 661 1938
 FB1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1984+STABILITY: SURFACE MOTION
 FB1984
 FB1984  HISTORY     - Date     Condition        Report By
 FB1984  HISTORY     - 1938     MONUMENTED       TVA
 FB1984
 FB1984                          STATION DESCRIPTION
 FB1984
 FB1984'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1984'9.6 MI E FROM MARYVILLE.
 FB1984'9.6 MILES EAST OF MARYVILLE, 4.6 MILES SOUTHEAST OF WILDWOOD, ON
 FB1984'THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, AT THE JUNCTION OF
 FB1984'THE COLD SPRINGS CHURCH ROAD, 170 FEET NORTHEAST OF A 1-STORY
 FB1984'FARMHOUSE, 130 FEET SOUTHEAST OF THE ROAD JUNCTION, 53.2 FEET
 FB1984'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN, 36.3
 FB1984'FEET SOUTHWEST OF THE SOUTHWEST CORNER, 30 FEET NORTHEAST OF A
 FB1984'SPRING, 20 FEET SOUTHWEST OF A SMALL GATE, IN A FARM LOT, AND AT
 FB1984'THE SOUTH FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1984'STAMPED LHT 661 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1985 ***********************************************************************
 FB1985  DESIGNATION -  LHT 662
 FB1985  PID         -  FB1985
 FB1985  STATE/COUNTY-  TN/BLOUNT
 FB1985  USGS QUAD   -  WILDWOOD (1988)
 FB1985
 FB1985                         *CURRENT SURVEY CONTROL
 FB1985  ___________________________________________________________________
 FB1985* NAD 83(1986)-  35 45 25.     (N)    083 48 34.     (W)     SCALED    
 FB1985* NAVD 88     -       345.34   (+/-2cm)    1133.0    (feet)  VERTCON   
 FB1985  ___________________________________________________________________
 FB1985  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB1985
 FB1985  VERT ORDER  -  ? (See Below)
 FB1985
 FB1985.The horizontal coordinates were scaled from a topographic map and have
 FB1985.an estimated accuracy of +/- 6 seconds.
 FB1985
 FB1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1985.The vertical order pertains to the NGVD 29 superseded value.
 FB1985
 FB1985.The geoid height was determined by GEOID03.
 FB1985
 FB1985;                    North         East    Units  Estimated Accuracy
 FB1985;SPC TN       -   160,170.      798,090.      MT  (+/- 180 meters Scaled)
 FB1985
 FB1985                          SUPERSEDED SURVEY CONTROL
 FB1985
 FB1985  NGVD 29 (??/??/92)  345.451  (m)         1133.37   (f) ADJ UNCH    ?  
 FB1985
 FB1985.Superseded values are not recommended for survey control.
 FB1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1985.See file dsdata.txt to determine how the superseded data were derived.
 FB1985
 FB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV459606(NAD 83)
 FB1985_MARKER: DD = SURVEY DISK
 FB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1985_STAMPING: LHT 662 1938
 FB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1985+STABILITY: SURFACE MOTION
 FB1985
 FB1985  HISTORY     - Date     Condition        Report By
 FB1985  HISTORY     - 1938     MONUMENTED       TVA
 FB1985
 FB1985                          STATION DESCRIPTION
 FB1985
 FB1985'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1985'9 MI E FROM MARYVILLE.
 FB1985'9.0 MILES EAST OF MARYVILLE, 4.8 MILES SOUTHEAST OF WILDWOOD,
 FB1985'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, 0.5 MILES
 FB1985'SOUTHEAST OF THE WEST INTERSECTION OF THE COLD SPRINGS CHURCH
 FB1985'ROAD, ON THE NORTH SIDE OF THE ROAD, ON THE INSIDE OF A CURVE,
 FB1985'400 FEET WEST OF A 1-STORY FARMHOUSE, 225 FEET NORTHEAST OF A
 FB1985'CULVERT OVER A SMALL STREAM, 150 FEET NORTHEAST OF A SMALL CORN
 FB1985'CRIB, 21.1 FEET NORTH OF A 14-INCH HACKBERRY TREE, 21.3 FEET
 FB1985'NORTHEAST OF THE EAST CORNER OF A LOG FARMHOUSE, AT THE EDGE OF
 FB1985'THE FRONT YARD, AND AT A SMALL GATEPOST.  A TENNESSEE VALLEY
 FB1985'AUTHORITY STANDARD DISK, STAMPED LHT 662 1938 AND SET IN THE TOP
 FB1985'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1986 ***********************************************************************
 FB1986  DESIGNATION -  LHT 663
 FB1986  PID         -  FB1986
 FB1986  STATE/COUNTY-  TN/BLOUNT
 FB1986  USGS QUAD   -  WILDWOOD (1988)
 FB1986
 FB1986                         *CURRENT SURVEY CONTROL
 FB1986  ___________________________________________________________________
 FB1986* NAD 83(1986)-  35 45 18.     (N)    083 49 33.     (W)     SCALED    
 FB1986* NAVD 88     -       295.53   (+/-2cm)     969.6    (feet)  VERTCON   
 FB1986  ___________________________________________________________________
 FB1986  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1986
 FB1986  VERT ORDER  -  ? (See Below)
 FB1986
 FB1986.The horizontal coordinates were scaled from a topographic map and have
 FB1986.an estimated accuracy of +/- 6 seconds.
 FB1986
 FB1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1986.The vertical order pertains to the NGVD 29 superseded value.
 FB1986
 FB1986.The geoid height was determined by GEOID03.
 FB1986
 FB1986;                    North         East    Units  Estimated Accuracy
 FB1986;SPC TN       -   159,920.      796,610.      MT  (+/- 180 meters Scaled)
 FB1986
 FB1986                          SUPERSEDED SURVEY CONTROL
 FB1986
 FB1986  NGVD 29 (??/??/92)  295.641  (m)          969.95   (f) ADJ UNCH    ?  
 FB1986
 FB1986.Superseded values are not recommended for survey control.
 FB1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1986.See file dsdata.txt to determine how the superseded data were derived.
 FB1986
 FB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV444604(NAD 83)
 FB1986_MARKER: DD = SURVEY DISK
 FB1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1986_STAMPING: LHT 663 1938
 FB1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1986+STABILITY: SURFACE MOTION
 FB1986
 FB1986  HISTORY     - Date     Condition        Report By
 FB1986  HISTORY     - 1938     MONUMENTED       TVA
 FB1986  HISTORY     - 20050215 GOOD             CAS
 FB1986
 FB1986                          STATION DESCRIPTION
 FB1986
 FB1986'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1986'8 MI E FROM MARYVILLE.
 FB1986'8.0 MILES EAST OF MARYVILLE, 4.2 MILES SOUTHEAST OF WILDWOOD,
 FB1986'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, AT KEEBLE CHAPEL,
 FB1986'300 FEET NORTHEAST OF A LARGE BARN, 56.0 FEET EAST OF THE
 FB1986'NORTHWEST CORNER OF THE CHURCH, 34.9 FEET NORTHEAST OF THE
 FB1986'SOUTHEAST CORNER, 15 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER
 FB1986'OF THE CEMETERY, AND AT THE FENCE BETWEEN THE CHURCH AND THE
 FB1986'CEMETERY.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1986'LHT 663 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1986
 FB1986                          STATION RECOVERY (2005)
 FB1986
 FB1986'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FB1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2026 ***********************************************************************
 FB2026  DESIGNATION -  LHT 664
 FB2026  PID         -  FB2026
 FB2026  STATE/COUNTY-  TN/BLOUNT
 FB2026  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2026
 FB2026                         *CURRENT SURVEY CONTROL
 FB2026  ___________________________________________________________________
 FB2026* NAD 83(1986)-  35 44 45.     (N)    083 49 48.     (W)     SCALED    
 FB2026* NAVD 88     -       274.92   (+/-2cm)     902.0    (feet)  VERTCON   
 FB2026  ___________________________________________________________________
 FB2026  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB2026
 FB2026  VERT ORDER  -  ? (See Below)
 FB2026
 FB2026.The horizontal coordinates were scaled from a topographic map and have
 FB2026.an estimated accuracy of +/- 6 seconds.
 FB2026
 FB2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2026.The vertical order pertains to the NGVD 29 superseded value.
 FB2026
 FB2026.The geoid height was determined by GEOID03.
 FB2026
 FB2026;                    North         East    Units  Estimated Accuracy
 FB2026;SPC TN       -   158,890.      796,260.      MT  (+/- 180 meters Scaled)
 FB2026
 FB2026                          SUPERSEDED SURVEY CONTROL
 FB2026
 FB2026  NGVD 29 (??/??/92)  275.033  (m)          902.34   (f) ADJ UNCH    ?  
 FB2026
 FB2026.Superseded values are not recommended for survey control.
 FB2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2026.See file dsdata.txt to determine how the superseded data were derived.
 FB2026
 FB2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV440594(NAD 83)
 FB2026_MARKER: DD = SURVEY DISK
 FB2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2026_STAMPING: LHT 664 1938
 FB2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2026+STABILITY: SURFACE MOTION
 FB2026
 FB2026  HISTORY     - Date     Condition        Report By
 FB2026  HISTORY     - 1938     MONUMENTED       TVA
 FB2026
 FB2026                          STATION DESCRIPTION
 FB2026
 FB2026'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2026'1.5 MI NW FROM WALLAND.
 FB2026'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, 500
 FB2026'FEET EAST OF A CONCRETE BRIDGE OVER LITTLE RIVER, 300 FEET
 FB2026'SOUTHEAST OF WALKER CHAPEL, 80 FEET SOUTHWEST OF THE J.T. GAMBLE
 FB2026'HOUSE, 80 FEET NORTHEAST OF THE RIVER, 54.1 FEET WEST OF A
 FB2026'HIGHWAY CURVE SIGN, 39 FEET SOUTH OF A SYCAMORE TREE, 16 FEET
 FB2026'SOUTHWEST OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A WIRE FENCE.
 FB2026'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 664 1938
 FB2026'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2027 ***********************************************************************
 FB2027  DESIGNATION -  LHT 665
 FB2027  PID         -  FB2027
 FB2027  STATE/COUNTY-  TN/BLOUNT
 FB2027  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2027
 FB2027                         *CURRENT SURVEY CONTROL
 FB2027  ___________________________________________________________________
 FB2027* NAD 83(1986)-  35 44 15.     (N)    083 49 19.     (W)     SCALED    
 FB2027* NAVD 88     -       288.43   (+/-2cm)     946.3    (feet)  VERTCON   
 FB2027  ___________________________________________________________________
 FB2027  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB2027
 FB2027  VERT ORDER  -  ? (See Below)
 FB2027
 FB2027.The horizontal coordinates were scaled from a topographic map and have
 FB2027.an estimated accuracy of +/- 6 seconds.
 FB2027
 FB2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2027.The vertical order pertains to the NGVD 29 superseded value.
 FB2027
 FB2027.The geoid height was determined by GEOID03.
 FB2027
 FB2027;                    North         East    Units  Estimated Accuracy
 FB2027;SPC TN       -   157,980.      797,000.      MT  (+/- 180 meters Scaled)
 FB2027
 FB2027                          SUPERSEDED SURVEY CONTROL
 FB2027
 FB2027  NGVD 29 (??/??/92)  288.538  (m)          946.65   (f) ADJ UNCH    ?  
 FB2027
 FB2027.Superseded values are not recommended for survey control.
 FB2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2027.See file dsdata.txt to determine how the superseded data were derived.
 FB2027
 FB2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV447585(NAD 83)
 FB2027_MARKER: DD = SURVEY DISK
 FB2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2027_STAMPING: LHT 665 1938
 FB2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2027+STABILITY: SURFACE MOTION
 FB2027
 FB2027  HISTORY     - Date     Condition        Report By
 FB2027  HISTORY     - 1938     MONUMENTED       TVA
 FB2027  HISTORY     - 1970     GOOD             TNDT
 FB2027
 FB2027                          STATION DESCRIPTION
 FB2027
 FB2027'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2027'0.7 MI NW FROM WALLAND.
 FB2027'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, 450
 FB2027'FEET NORTHEAST OF LITTLE RIVER, 110 FEET SOUTHEAST OF A LARGE
 FB2027'RED BARN, 90 FEET NORTH OF THE J.H. THOMAS HOUSE, 40 FEET
 FB2027'NORTHEAST OF A SPRING, 25.7 FEET SOUTHEAST OF A 14-INCH PINE
 FB2027'TREE, 16 FEET NORTHWEST OF THE NORTHEAST FENCE CORNER OF THE
 FB2027'YARD, OPPOSITE A 6-FOOT ROAD CUT, 15 FEET SOUTHWEST OF THE
 FB2027'HIGHWAY, AND 3 FEET NORTHEAST OF A WIRE FENCE.  A TENNESSEE
 FB2027'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 665 1938 AND SET
 FB2027'IN THE TOP OF A CONCRETE POST.
 FB2027
 FB2027                          STATION RECOVERY (1970)
 FB2027
 FB2027'RECOVERY NOTE BY TN DEPT OF TRANSP 1970
 FB2027'1 FT. E OF A MWP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2030 ***********************************************************************
 FB2030  DESIGNATION -  LHT 666
 FB2030  PID         -  FB2030
 FB2030  STATE/COUNTY-  TN/BLOUNT
 FB2030  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2030
 FB2030                         *CURRENT SURVEY CONTROL
 FB2030  ___________________________________________________________________
 FB2030* NAD 83(1986)-  35 43 02.     (N)    083 48 59.     (W)     SCALED    
 FB2030* NAVD 88     -       284.82   (+/-2cm)     934.4    (feet)  VERTCON   
 FB2030  ___________________________________________________________________
 FB2030  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB2030
 FB2030  VERT ORDER  -  ? (See Below)
 FB2030
 FB2030.The horizontal coordinates were scaled from a topographic map and have
 FB2030.an estimated accuracy of +/- 6 seconds.
 FB2030
 FB2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2030.The vertical order pertains to the NGVD 29 superseded value.
 FB2030
 FB2030.The geoid height was determined by GEOID03.
 FB2030
 FB2030;                    North         East    Units  Estimated Accuracy
 FB2030;SPC TN       -   155,750.      797,560.      MT  (+/- 180 meters Scaled)
 FB2030
 FB2030                          SUPERSEDED SURVEY CONTROL
 FB2030
 FB2030  NGVD 29 (??/??/92)  284.931  (m)          934.81   (f) ADJ UNCH    ?  
 FB2030
 FB2030.Superseded values are not recommended for survey control.
 FB2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2030.See file dsdata.txt to determine how the superseded data were derived.
 FB2030
 FB2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV452562(NAD 83)
 FB2030_MARKER: DD = SURVEY DISK
 FB2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2030_STAMPING: LHT 666 1938
 FB2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2030+STABILITY: SURFACE MOTION
 FB2030
 FB2030  HISTORY     - Date     Condition        Report By
 FB2030  HISTORY     - 1938     MONUMENTED       TVA
 FB2030
 FB2030                          STATION DESCRIPTION
 FB2030
 FB2030'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2030'0.9 MI S FROM WALLAND.
 FB2030'0.9 MILE SOUTH ALONG STATE HIGHWAY 73 FROM WALLAND, 27 FEET
 FB2030'SOUTHEAST OF THE HIGHWAY, 80 FEET SOUTHEAST OF LITTLE RIVER,
 FB2030'50.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 46.1
 FB2030'FEET SOUTHEAST OF A 14-INCH WALNUT TREE, 12 FEET SOUTHEAST OF A
 FB2030'FENCE CORNER, 12 FEET NORTHEAST OF THE JUNCTION OF A T-ROAD,
 FB2030'AND 3 FEET SOUTHWEST OF A GARDEN FENCE.  A TENNESSEE VALLEY
 FB2030'AUTHORITY STANDARD DISK, STAMPED LHT 666 1938 AND SET IN THE TOP
 FB2030'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2032 ***********************************************************************
 FB2032  DESIGNATION -  LHT 667
 FB2032  PID         -  FB2032
 FB2032  STATE/COUNTY-  TN/BLOUNT
 FB2032  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2032
 FB2032                         *CURRENT SURVEY CONTROL
 FB2032  ___________________________________________________________________
 FB2032* NAD 83(1986)-  35 42 18.     (N)    083 49 10.     (W)     SCALED    
 FB2032* NAVD 88     -       291.66   (+/-2cm)     956.9    (feet)  VERTCON   
 FB2032  ___________________________________________________________________
 FB2032  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB2032
 FB2032  VERT ORDER  -  ? (See Below)
 FB2032
 FB2032.The horizontal coordinates were scaled from a topographic map and have
 FB2032.an estimated accuracy of +/- 6 seconds.
 FB2032
 FB2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2032.The vertical order pertains to the NGVD 29 superseded value.
 FB2032
 FB2032.The geoid height was determined by GEOID03.
 FB2032
 FB2032;                    North         East    Units  Estimated Accuracy
 FB2032;SPC TN       -   154,380.      797,310.      MT  (+/- 180 meters Scaled)
 FB2032
 FB2032                          SUPERSEDED SURVEY CONTROL
 FB2032
 FB2032  NGVD 29 (??/??/92)  291.763  (m)          957.23   (f) ADJ UNCH    ?  
 FB2032
 FB2032.Superseded values are not recommended for survey control.
 FB2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2032.See file dsdata.txt to determine how the superseded data were derived.
 FB2032
 FB2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV449548(NAD 83)
 FB2032_MARKER: DD = SURVEY DISK
 FB2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2032_STAMPING: LHT 667 1938
 FB2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2032+STABILITY: SURFACE MOTION
 FB2032
 FB2032  HISTORY     - Date     Condition        Report By
 FB2032  HISTORY     - 1938     MONUMENTED       TVA
 FB2032
 FB2032                          STATION DESCRIPTION
 FB2032
 FB2032'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2032'1.8 MI S FROM WALLAND.
 FB2032'1.8 MILES SOUTH ALONG STATE HIGHWAY 73 FROM WALLAND, 250 FEET
 FB2032'EAST OF LITTLE RIVER, 46.8 FEET SOUTHWEST OF A 10-INCH WALNUT
 FB2032'TREE, 40.7 FEET WEST OF A 14-INCH WHITE-OAK TREE, 25 FEET
 FB2032'NORTH OF A DRAIN, 12 FEET EAST OF THE HIGHWAY, 2 FEET EAST OF
 FB2032'A WIRE FENCE, 3 FEET NORTH OF A GAP IN THE FENCE, AND 3 FEET
 FB2032'HIGHER THAN THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2032'DISK, STAMPED LHT 667 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2033 ***********************************************************************
 FB2033  DESIGNATION -  LHT 668
 FB2033  PID         -  FB2033
 FB2033  STATE/COUNTY-  TN/BLOUNT
 FB2033  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2033
 FB2033                         *CURRENT SURVEY CONTROL
 FB2033  ___________________________________________________________________
 FB2033* NAD 83(1986)-  35 41 54.     (N)    083 48 21.     (W)     SCALED    
 FB2033* NAVD 88     -       295.16   (+/-2cm)     968.4    (feet)  VERTCON   
 FB2033  ___________________________________________________________________
 FB2033  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2033
 FB2033  VERT ORDER  -  ? (See Below)
 FB2033
 FB2033.The horizontal coordinates were scaled from a topographic map and have
 FB2033.an estimated accuracy of +/- 6 seconds.
 FB2033
 FB2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2033.The vertical order pertains to the NGVD 29 superseded value.
 FB2033
 FB2033.The geoid height was determined by GEOID03.
 FB2033
 FB2033;                    North         East    Units  Estimated Accuracy
 FB2033;SPC TN       -   153,670.      798,560.      MT  (+/- 180 meters Scaled)
 FB2033
 FB2033                          SUPERSEDED SURVEY CONTROL
 FB2033
 FB2033  NGVD 29 (??/??/92)  295.266  (m)          968.72   (f) ADJ UNCH    ?  
 FB2033
 FB2033.Superseded values are not recommended for survey control.
 FB2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2033.See file dsdata.txt to determine how the superseded data were derived.
 FB2033
 FB2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV461541(NAD 83)
 FB2033_MARKER: DD = SURVEY DISK
 FB2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2033_STAMPING: LHT 668 1938
 FB2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2033+STABILITY: SURFACE MOTION
 FB2033
 FB2033  HISTORY     - Date     Condition        Report By
 FB2033  HISTORY     - 1938     MONUMENTED       TVA
 FB2033
 FB2033                          STATION DESCRIPTION
 FB2033
 FB2033'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2033'1.6 MI NW FROM KINZEL SPRINGS.
 FB2033'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM KINZEL SPRINGS,
 FB2033'AT A LONG CURVE, 40 FEET NORTHWEST OF LITTLE RIVER, 64.9 FEET
 FB2033'SOUTHWEST OF A PAINTED POWER-TRANSMISSION LINE POLE, 18 FEET
 FB2033'SOUTHEAST OF THE HIGHWAY, 14.6 FEET NORTH OF A 14-INCH PERSIMMON
 FB2033'TREE, 18 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE, AND ABOUT
 FB2033'4 FEET LOWER THAN THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 FB2033'STANDARD DISK, STAMPED LHT 668 1938 AND SET IN THE TOP OF A
 FB2033'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2035 ***********************************************************************
 FB2035  DESIGNATION -  LHT 669
 FB2035  PID         -  FB2035
 FB2035  STATE/COUNTY-  TN/BLOUNT
 FB2035  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2035
 FB2035                         *CURRENT SURVEY CONTROL
 FB2035  ___________________________________________________________________
 FB2035* NAD 83(1986)-  35 41 57.     (N)    083 47 57.     (W)     SCALED    
 FB2035* NAVD 88     -       298.82   (+/-2cm)     980.4    (feet)  VERTCON   
 FB2035  ___________________________________________________________________
 FB2035  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2035
 FB2035  VERT ORDER  -  ? (See Below)
 FB2035
 FB2035.The horizontal coordinates were scaled from a topographic map and have
 FB2035.an estimated accuracy of +/- 6 seconds.
 FB2035
 FB2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2035.The vertical order pertains to the NGVD 29 superseded value.
 FB2035
 FB2035.The geoid height was determined by GEOID03.
 FB2035
 FB2035;                    North         East    Units  Estimated Accuracy
 FB2035;SPC TN       -   153,780.      799,160.      MT  (+/- 180 meters Scaled)
 FB2035
 FB2035                          SUPERSEDED SURVEY CONTROL
 FB2035
 FB2035  NGVD 29 (??/??/92)  298.934  (m)          980.75   (f) ADJ UNCH    ?  
 FB2035
 FB2035.Superseded values are not recommended for survey control.
 FB2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2035.See file dsdata.txt to determine how the superseded data were derived.
 FB2035
 FB2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV467541(NAD 83)
 FB2035_MARKER: DD = SURVEY DISK
 FB2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2035_STAMPING: LHT 669 1938
 FB2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2035+STABILITY: SURFACE MOTION
 FB2035
 FB2035  HISTORY     - Date     Condition        Report By
 FB2035  HISTORY     - 1938     MONUMENTED       TVA
 FB2035
 FB2035                          STATION DESCRIPTION
 FB2035
 FB2035'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2035'0.8 MI N FROM KINZEL SPRINGS.
 FB2035'0.8 MILE NORTH ALONG STATE HIGHWAY 73 FROM KINZEL SPRINGS, 100
 FB2035'FEET SOUTHWEST OF A GROUP OF CABINS BUILT TOGETHER, 75 FEET EAST
 FB2035'OF LITTLE RIVER, 45.2 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB2035'OF THE M.L. WOLF HOUSE, 24 FEET NORTH OF AN ARTIFICIAL FISH
 FB2035'POND, 36.7 FEET SOUTH OF A 4-INCH PINE TREE, 18 FEET EAST OF
 FB2035'THE HIGHWAY, 8 FEET NORTH OF A ROAD LEADING TO THE CABINS, AND
 FB2035'2 FEET EAST OF A CABINS-FOR-RENT SIGN.  A TENNESSEE VALLEY
 FB2035'AUTHORITY STANDARD DISK, STAMPED LHT 669 1938 AND SET IN THE
 FB2035'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2038 ***********************************************************************
 FB2038  DESIGNATION -  LHT 670
 FB2038  PID         -  FB2038
 FB2038  STATE/COUNTY-  TN/BLOUNT
 FB2038  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2038
 FB2038                         *CURRENT SURVEY CONTROL
 FB2038  ___________________________________________________________________
 FB2038* NAD 83(1986)-  35 41 04.     (N)    083 47 30.     (W)     SCALED    
 FB2038* NAVD 88     -       306.58   (+/-2cm)    1005.8    (feet)  VERTCON   
 FB2038  ___________________________________________________________________
 FB2038  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB2038
 FB2038  VERT ORDER  -  ? (See Below)
 FB2038
 FB2038.The horizontal coordinates were scaled from a topographic map and have
 FB2038.an estimated accuracy of +/- 6 seconds.
 FB2038
 FB2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2038.The vertical order pertains to the NGVD 29 superseded value.
 FB2038
 FB2038.The geoid height was determined by GEOID03.
 FB2038
 FB2038;                    North         East    Units  Estimated Accuracy
 FB2038;SPC TN       -   152,160.      799,880.      MT  (+/- 180 meters Scaled)
 FB2038
 FB2038                          SUPERSEDED SURVEY CONTROL
 FB2038
 FB2038  NGVD 29 (??/??/92)  306.679  (m)         1006.16   (f) ADJ UNCH    ?  
 FB2038
 FB2038.Superseded values are not recommended for survey control.
 FB2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2038.See file dsdata.txt to determine how the superseded data were derived.
 FB2038
 FB2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV473525(NAD 83)
 FB2038_MARKER: DD = SURVEY DISK
 FB2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2038_STAMPING: LHT 670 1938
 FB2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2038+STABILITY: SURFACE MOTION
 FB2038
 FB2038  HISTORY     - Date     Condition        Report By
 FB2038  HISTORY     - 1938     MONUMENTED       TVA
 FB2038
 FB2038                          STATION DESCRIPTION
 FB2038
 FB2038'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2038'AT KINZEL SPRINGS.
 FB2038'AT KINZEL SPRINGS, ON STATE HIGHWAY 73, AT THE SOUTHEAST EDGE
 FB2038'OF TOWN, 140 FEET EAST OF THE BRIDGE VIEW DINETTE, 130 FEET
 FB2038'SOUTHEAST OF THE HIGHWAY BRIDGE OVER LITTLE RIVER, 75 FEET
 FB2038'WEST OF THE KENNY EMERT HOUSE, 33 FEET NORTHEAST OF THE ABANDONED
 FB2038'LITTLE RIVER RAILROAD, 13 FEET NORTHEAST OF THE HIGHWAY, 9.5
 FB2038'FEET NORTH-NORTHEAST OF A CITY-LIMITS SIGN, AND 4.3 FEET SOUTH
 FB2038'OF THE SOUTHWEST CORNER OF A CABIN.  A TENNESSEE VALLEY AUTHORITY
 FB2038'STANDARD DISK, STAMPED LHT 670 1938 AND SET IN THE TOP OF A
 FB2038'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2039 ***********************************************************************
 FB2039  DESIGNATION -  LHT 671
 FB2039  PID         -  FB2039
 FB2039  STATE/COUNTY-  TN/BLOUNT
 FB2039  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2039
 FB2039                         *CURRENT SURVEY CONTROL
 FB2039  ___________________________________________________________________
 FB2039* NAD 83(1986)-  35 40 47.     (N)    083 46 43.     (W)     SCALED    
 FB2039* NAVD 88     -       311.17   (+/-2cm)    1020.9    (feet)  VERTCON   
 FB2039  ___________________________________________________________________
 FB2039  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FB2039
 FB2039  VERT ORDER  -  ? (See Below)
 FB2039
 FB2039.The horizontal coordinates were scaled from a topographic map and have
 FB2039.an estimated accuracy of +/- 6 seconds.
 FB2039
 FB2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2039.The vertical order pertains to the NGVD 29 superseded value.
 FB2039
 FB2039.The geoid height was determined by GEOID03.
 FB2039
 FB2039;                    North         East    Units  Estimated Accuracy
 FB2039;SPC TN       -   151,660.      801,070.      MT  (+/- 180 meters Scaled)
 FB2039
 FB2039                          SUPERSEDED SURVEY CONTROL
 FB2039
 FB2039  NGVD 29 (??/??/92)  311.273  (m)         1021.23   (f) ADJ UNCH    ?  
 FB2039
 FB2039.Superseded values are not recommended for survey control.
 FB2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2039.See file dsdata.txt to determine how the superseded data were derived.
 FB2039
 FB2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV485519(NAD 83)
 FB2039_MARKER: DD = SURVEY DISK
 FB2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2039_STAMPING: LHT 671 1938
 FB2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2039+STABILITY: SURFACE MOTION
 FB2039
 FB2039  HISTORY     - Date     Condition        Report By
 FB2039  HISTORY     - 1938     MONUMENTED       TVA
 FB2039
 FB2039                          STATION DESCRIPTION
 FB2039
 FB2039'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2039'0.9 MI SE FROM KINZEL SPRINGS.
 FB2039'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE SOUTHEASTERN
 FB2039'LIMITS OF KINZEL SPRINGS, 500 FEET SOUTH OF A LARGE BLUFF ACROSS
 FB2039'RIVER, 450 FEET EAST OF A FOOTBRIDGE OVER LITTLE RIVER, 200
 FB2039'FEET SOUTHEAST OF THE RIVER, 75 FEET SOUTHWEST OF THE JUNCTION
 FB2039'OF A FARM ROAD LEADING SOUTH, 19 FEET SOUTHEAST OF THE CENTERLINE
 FB2039'OF THE HIGHWAY, 7.5 FEET SOUTHEAST OF THE ABANDONED LITTLE RIVER
 FB2039'RAILROAD, AND 2.7 FEET WEST OF A PAINTED POWER-TRANSMISSION LINE
 FB2039'POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB2039'LHT 671 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2040 ***********************************************************************
 FB2040  DESIGNATION -  LHT 672
 FB2040  PID         -  FB2040
 FB2040  STATE/COUNTY-  TN/BLOUNT
 FB2040  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2040
 FB2040                         *CURRENT SURVEY CONTROL
 FB2040  ___________________________________________________________________
 FB2040* NAD 83(1986)-  35 40 28.     (N)    083 46 01.     (W)     SCALED    
 FB2040* NAVD 88     -       317.30   (+/-2cm)    1041.0    (feet)  VERTCON   
 FB2040  ___________________________________________________________________
 FB2040  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FB2040
 FB2040  VERT ORDER  -  ? (See Below)
 FB2040
 FB2040.The horizontal coordinates were scaled from a topographic map and have
 FB2040.an estimated accuracy of +/- 6 seconds.
 FB2040
 FB2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2040.The vertical order pertains to the NGVD 29 superseded value.
 FB2040
 FB2040.The geoid height was determined by GEOID03.
 FB2040
 FB2040;                    North         East    Units  Estimated Accuracy
 FB2040;SPC TN       -   151,100.      802,140.      MT  (+/- 180 meters Scaled)
 FB2040
 FB2040                          SUPERSEDED SURVEY CONTROL
 FB2040
 FB2040  NGVD 29 (??/??/92)  317.397  (m)         1041.33   (f) ADJ UNCH    ?  
 FB2040
 FB2040.Superseded values are not recommended for survey control.
 FB2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2040.See file dsdata.txt to determine how the superseded data were derived.
 FB2040
 FB2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV495513(NAD 83)
 FB2040_MARKER: DD = SURVEY DISK
 FB2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2040_STAMPING: LHT 672 1938
 FB2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2040+STABILITY: SURFACE MOTION
 FB2040
 FB2040  HISTORY     - Date     Condition        Report By
 FB2040  HISTORY     - 1938     MONUMENTED       TVA
 FB2040
 FB2040                          STATION DESCRIPTION
 FB2040
 FB2040'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2040'AT TOWNSEND.
 FB2040'AT THE WEST EDGE OF TOWNSEND, ON STATE HIGHWAY 73, 250 FEET WEST
 FB2040'OF THE CITY-LIMITS SIGN, 125 FEET NORTH OF CAMP GROUND METHODIST
 FB2040'CHURCH, 135 FEET SOUTH OF THE HIGHWAY, 120 FEET SOUTHWEST OF THE
 FB2040'ABANDONED LITTLE RIVER RAILROAD, 45.2 FEET SOUTH OF A 7-INCH
 FB2040'ASH TREE, 12 FEET SOUTHEAST OF THE OLD MARYVILLE PIKE, 12 FEET
 FB2040'SOUTHWEST OF A T-ROAD JUNCTION, AND 6.6 FEET WEST-SOUTHWEST OF
 FB2040'THE NORTHEAST CORNER OF THE CHURCHYARD FENCE.  A TENNESSEE VALLEY
 FB2040'AUTHORITY STANDARD DISK, STAMPED LHT 672 1938 AND SET IN THE
 FB2040'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2066 ***********************************************************************
 FB2066  DESIGNATION -  LHT 673
 FB2066  PID         -  FB2066
 FB2066  STATE/COUNTY-  TN/SEVIER
 FB2066  USGS QUAD   -  PIGEON FORGE (1970)
 FB2066
 FB2066                         *CURRENT SURVEY CONTROL
 FB2066  ___________________________________________________________________
 FB2066* NAD 83(1986)-  35 47 58.     (N)    083 34 01.     (W)     SCALED    
 FB2066* NAVD 88     -       303.86   (+/-2cm)     996.9    (feet)  VERTCON   
 FB2066  ___________________________________________________________________
 FB2066  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB2066
 FB2066  VERT ORDER  -  ? (See Below)
 FB2066
 FB2066.The horizontal coordinates were scaled from a topographic map and have
 FB2066.an estimated accuracy of +/- 6 seconds.
 FB2066
 FB2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2066.The vertical order pertains to the NGVD 29 superseded value.
 FB2066
 FB2066.The geoid height was determined by GEOID03.
 FB2066
 FB2066;                    North         East    Units  Estimated Accuracy
 FB2066;SPC TN       -   165,400.      819,890.      MT  (+/- 180 meters Scaled)
 FB2066
 FB2066                          SUPERSEDED SURVEY CONTROL
 FB2066
 FB2066  NGVD 29 (??/??/92)  303.985  (m)          997.32   (f) ADJ UNCH    ?  
 FB2066
 FB2066.Superseded values are not recommended for survey control.
 FB2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2066.See file dsdata.txt to determine how the superseded data were derived.
 FB2066
 FB2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV680647(NAD 83)
 FB2066_MARKER: DD = SURVEY DISK
 FB2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2066_STAMPING: LHT 673 1938
 FB2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2066+STABILITY: SURFACE MOTION
 FB2066
 FB2066  HISTORY     - Date     Condition        Report By
 FB2066  HISTORY     - 1938     MONUMENTED       TVA
 FB2066
 FB2066                          STATION DESCRIPTION
 FB2066
 FB2066'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2066'0.8 MI NW FROM PIGEON FORGE.
 FB2066'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 71 FROM PIGEON FORGE, 700
 FB2066'FEET NORTH OF THE CHARLES KING HOUSE, 100 FEET WEST OF
 FB2066'POWER-TRANSMISSION LINE POLE 230, AT THE JUNCTION OF A FARM ROAD
 FB2066'LEADING TO THE KING HOUSE, 12 FEET SOUTHWEST OF THE HIGHWAY, 10
 FB2066'FEET NORTHWEST OF THE FARM ROAD, 51.3 FEET SOUTHWEST OF A
 FB2066'10-INCH LOCUST TREE, 25.9 FEET NORTHWEST OF POLE 1284, AND 2 FEET
 FB2066'NORTHEAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2066'DISK, STAMPED LHT 673 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2069 ***********************************************************************
 FB2069  DESIGNATION -  LHT 674
 FB2069  PID         -  FB2069
 FB2069  STATE/COUNTY-  TN/SEVIER
 FB2069  USGS QUAD   -  PIGEON FORGE (1970)
 FB2069
 FB2069                         *CURRENT SURVEY CONTROL
 FB2069  ___________________________________________________________________
 FB2069* NAD 83(1986)-  35 47 22.     (N)    083 32 09.     (W)     SCALED    
 FB2069* NAVD 88     -       310.71   (+/-2cm)    1019.4    (feet)  VERTCON   
 FB2069  ___________________________________________________________________
 FB2069  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB2069
 FB2069  VERT ORDER  -  ? (See Below)
 FB2069
 FB2069.The horizontal coordinates were scaled from a topographic map and have
 FB2069.an estimated accuracy of +/- 6 seconds.
 FB2069
 FB2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2069.The vertical order pertains to the NGVD 29 superseded value.
 FB2069
 FB2069.The geoid height was determined by GEOID03.
 FB2069
 FB2069;                    North         East    Units  Estimated Accuracy
 FB2069;SPC TN       -   164,360.      822,730.      MT  (+/- 180 meters Scaled)
 FB2069
 FB2069                          SUPERSEDED SURVEY CONTROL
 FB2069
 FB2069  NGVD 29 (??/??/92)  310.832  (m)         1019.79   (f) ADJ UNCH    ?  
 FB2069
 FB2069.Superseded values are not recommended for survey control.
 FB2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2069.See file dsdata.txt to determine how the superseded data were derived.
 FB2069
 FB2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV708635(NAD 83)
 FB2069_MARKER: DD = SURVEY DISK
 FB2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2069_STAMPING: LHT 674 1938
 FB2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2069+STABILITY: SURFACE MOTION
 FB2069
 FB2069  HISTORY     - Date     Condition        Report By
 FB2069  HISTORY     - 1938     MONUMENTED       TVA
 FB2069
 FB2069                          STATION DESCRIPTION
 FB2069
 FB2069'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2069'0.8 MI E FROM PIGEON FORGE.
 FB2069'0.8 MILE EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE, AT
 FB2069'THE JUNCTION OF A ROAD LEADING EAST TO LITTLE PIGEON RIVER, ON
 FB2069'THE PROPERTY OF FLETCHER BREADON, 400 FEET NORTHWEST OF THE
 FB2069'HOUSE, 275 FEET WEST OF A LARGE BARN, 40 FEET SOUTHWEST OF MIDDLE
 FB2069'CREEK, 64.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 FB2069'OVER MIDDLE CREEK, 88 FEET EAST OF A 12-INCH WALNUT TREE, AND 12
 FB2069'FEET NORTHEAST OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2069'DISK, STAMPED LHT 674 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2068 ***********************************************************************
 FB2068  DESIGNATION -  LHT 675
 FB2068  PID         -  FB2068
 FB2068  STATE/COUNTY-  TN/SEVIER
 FB2068  USGS QUAD   -  PIGEON FORGE (1970)
 FB2068
 FB2068                         *CURRENT SURVEY CONTROL
 FB2068  ___________________________________________________________________
 FB2068* NAD 83(1986)-  35 47 00.     (N)    083 31 29.     (W)     SCALED    
 FB2068* NAVD 88     -       318.65   (+/-2cm)    1045.4    (feet)  VERTCON   
 FB2068  ___________________________________________________________________
 FB2068  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB2068
 FB2068  VERT ORDER  -  ? (See Below)
 FB2068
 FB2068.The horizontal coordinates were scaled from a topographic map and have
 FB2068.an estimated accuracy of +/- 6 seconds.
 FB2068
 FB2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2068.The vertical order pertains to the NGVD 29 superseded value.
 FB2068
 FB2068.The geoid height was determined by GEOID03.
 FB2068
 FB2068;                    North         East    Units  Estimated Accuracy
 FB2068;SPC TN       -   163,710.      823,750.      MT  (+/- 180 meters Scaled)
 FB2068
 FB2068                          SUPERSEDED SURVEY CONTROL
 FB2068
 FB2068  NGVD 29 (??/??/92)  318.770  (m)         1045.83   (f) ADJ UNCH    ?  
 FB2068
 FB2068.Superseded values are not recommended for survey control.
 FB2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2068.See file dsdata.txt to determine how the superseded data were derived.
 FB2068
 FB2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV718628(NAD 83)
 FB2068_MARKER: DD = SURVEY DISK
 FB2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2068_STAMPING: LHT 675 1938
 FB2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2068+STABILITY: SURFACE MOTION
 FB2068
 FB2068  HISTORY     - Date     Condition        Report By
 FB2068  HISTORY     - 1938     MONUMENTED       TVA
 FB2068
 FB2068                          STATION DESCRIPTION
 FB2068
 FB2068'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2068'1.7 MI E FROM PIGEON FORGE.
 FB2068'1.7 MILES EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB2068'250 FEET NORTHEAST OF MIDDLE CREEK, ON THE PROPERTY OF R.V.
 FB2068'WOODRUFF, 100 FEET NORTHWEST OF THE HOUSE, 43 FEET NORTHWEST OF
 FB2068'A GARAGE, 36 FEET NORTHWEST OF A SMALL BRANCH, 14 FEET NORTHEAST
 FB2068'OF THE ROAD, 13.8 FEET SOUTHWEST OF THE WEST POST OF A FARM GATE,
 FB2068'8.5 FEET SOUTHEAST OF A 3-INCH MAPLE TREE, AND 1 FOOT SOUTHWEST
 FB2068'OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB2068'STAMPED LHT 675 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2067 ***********************************************************************
 FB2067  DESIGNATION -  LHT 676
 FB2067  PID         -  FB2067
 FB2067  STATE/COUNTY-  TN/SEVIER
 FB2067  USGS QUAD   -  PIGEON FORGE (1970)
 FB2067
 FB2067                         *CURRENT SURVEY CONTROL
 FB2067  ___________________________________________________________________
 FB2067* NAD 83(1986)-  35 47 03.     (N)    083 30 29.     (W)     SCALED    
 FB2067* NAVD 88     -       328.71   (+/-2cm)    1078.4    (feet)  VERTCON   
 FB2067  ___________________________________________________________________
 FB2067  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB2067
 FB2067  VERT ORDER  -  ? (See Below)
 FB2067
 FB2067.The horizontal coordinates were scaled from a topographic map and have
 FB2067.an estimated accuracy of +/- 6 seconds.
 FB2067
 FB2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2067.The vertical order pertains to the NGVD 29 superseded value.
 FB2067
 FB2067.The geoid height was determined by GEOID03.
 FB2067
 FB2067;                    North         East    Units  Estimated Accuracy
 FB2067;SPC TN       -   163,840.      825,260.      MT  (+/- 180 meters Scaled)
 FB2067
 FB2067                          SUPERSEDED SURVEY CONTROL
 FB2067
 FB2067  NGVD 29 (??/??/92)  328.826  (m)         1078.82   (f) ADJ UNCH    ?  
 FB2067
 FB2067.Superseded values are not recommended for survey control.
 FB2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2067.See file dsdata.txt to determine how the superseded data were derived.
 FB2067
 FB2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV733629(NAD 83)
 FB2067_MARKER: DD = SURVEY DISK
 FB2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2067_STAMPING: LHT 676 1938
 FB2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2067+STABILITY: SURFACE MOTION
 FB2067
 FB2067  HISTORY     - Date     Condition        Report By
 FB2067  HISTORY     - 1938     MONUMENTED       TVA
 FB2067
 FB2067                          STATION DESCRIPTION
 FB2067
 FB2067'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2067'2.6 MI E FROM PIGEON FORGE.
 FB2067'2.6 MILES EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE, 175
 FB2067'FEET EAST OF THE Y-JUNCTION OF A ROAD LEADING SOUTH, 100 FEET
 FB2067'NORTHWEST OF WILLIAMSBURG SCHOOL, 100 FEET EAST OF THE LILLARD
 FB2067'BLALOCK HOUSE, ON THE PROPERTY OF DAVID GOBBLE, 55 FEET SOUTH OF
 FB2067'THE SOUTHEAST CORNER OF THE HOUSE, 40.1 FEET WEST OF THE SOUTHWEST
 FB2067'CORNER OF A MILL HOUSE, 8 FEET NORTHEAST OF THE ROAD, AND 2 FEET
 FB2067'NORTHEAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2067'DISK, STAMPED LHT 676 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1299 ***********************************************************************
 FB1299  DESIGNATION -  LHT 677
 FB1299  PID         -  FB1299
 FB1299  STATE/COUNTY-  TN/SEVIER
 FB1299  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1299
 FB1299                         *CURRENT SURVEY CONTROL
 FB1299  ___________________________________________________________________
 FB1299* NAD 83(1986)-  35 47 08.     (N)    083 29 44.     (W)     SCALED    
 FB1299* NAVD 88     -       340.77   (+/-2cm)    1118.0    (feet)  VERTCON   
 FB1299  ___________________________________________________________________
 FB1299  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FB1299
 FB1299  VERT ORDER  -  ? (See Below)
 FB1299
 FB1299.The horizontal coordinates were scaled from a topographic map and have
 FB1299.an estimated accuracy of +/- 6 seconds.
 FB1299
 FB1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1299.The vertical order pertains to the NGVD 29 superseded value.
 FB1299
 FB1299.The geoid height was determined by GEOID03.
 FB1299
 FB1299;                    North         East    Units  Estimated Accuracy
 FB1299;SPC TN       -   164,020.      826,380.      MT  (+/- 180 meters Scaled)
 FB1299
 FB1299                          SUPERSEDED SURVEY CONTROL
 FB1299
 FB1299  NGVD 29 (??/??/92)  340.888  (m)         1118.40   (f) ADJ UNCH    ?  
 FB1299
 FB1299.Superseded values are not recommended for survey control.
 FB1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1299.See file dsdata.txt to determine how the superseded data were derived.
 FB1299
 FB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV744630(NAD 83)
 FB1299_MARKER: DD = SURVEY DISK
 FB1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1299_STAMPING: LHT 677 1938
 FB1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1299+STABILITY: SURFACE MOTION
 FB1299
 FB1299  HISTORY     - Date     Condition        Report By
 FB1299  HISTORY     - 1938     MONUMENTED       TVA
 FB1299
 FB1299                          STATION DESCRIPTION
 FB1299
 FB1299'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1299'3.4 MI E FROM PIGEON FORGE.
 FB1299'3.4 MILES EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB1299'SEVIER COUNTY, 135 FEET SOUTHWEST OF THE PINK HUSKEY LOG HOUSE,
 FB1299'110 FEET NORTHWEST OF MIDDLE CREEK, 80 FEET WEST OF A BRIDGE OVER
 FB1299'A BRANCH, 9.4 FEET SOUTHWEST OF THE WEST POST AT A GAP IN A
 FB1299'FENCE, 8 FEET NORTHWEST OF THE ROAD, 7.1 FEET WEST OF A 16-INCH
 FB1299'MAPLE TREE, AND 2 FEET SOUTHEAST OF A WIRE FENCE.  A TENNESSEE
 FB1299'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 677 1938 AND SET IN
 FB1299'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1298 ***********************************************************************
 FB1298  DESIGNATION -  LHT 678
 FB1298  PID         -  FB1298
 FB1298  STATE/COUNTY-  TN/SEVIER
 FB1298  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1298
 FB1298                         *CURRENT SURVEY CONTROL
 FB1298  ___________________________________________________________________
 FB1298* NAD 83(1986)-  35 47 31.     (N)    083 29 02.     (W)     SCALED    
 FB1298* NAVD 88     -       370.94   (+/-2cm)    1217.0    (feet)  VERTCON   
 FB1298  ___________________________________________________________________
 FB1298  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FB1298
 FB1298  VERT ORDER  -  ? (See Below)
 FB1298
 FB1298.The horizontal coordinates were scaled from a topographic map and have
 FB1298.an estimated accuracy of +/- 6 seconds.
 FB1298
 FB1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1298.The vertical order pertains to the NGVD 29 superseded value.
 FB1298
 FB1298.The geoid height was determined by GEOID03.
 FB1298
 FB1298;                    North         East    Units  Estimated Accuracy
 FB1298;SPC TN       -   164,760.      827,420.      MT  (+/- 180 meters Scaled)
 FB1298
 FB1298                          SUPERSEDED SURVEY CONTROL
 FB1298
 FB1298  NGVD 29 (??/??/92)  371.057  (m)         1217.38   (f) ADJ UNCH    ?  
 FB1298
 FB1298.Superseded values are not recommended for survey control.
 FB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1298.See file dsdata.txt to determine how the superseded data were derived.
 FB1298
 FB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV755637(NAD 83)
 FB1298_MARKER: DD = SURVEY DISK
 FB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1298_STAMPING: LHT 678 1938
 FB1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1298+STABILITY: SURFACE MOTION
 FB1298
 FB1298  HISTORY     - Date     Condition        Report By
 FB1298  HISTORY     - 1938     MONUMENTED       TVA
 FB1298
 FB1298                          STATION DESCRIPTION
 FB1298
 FB1298'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1298'4.5 MI NE FROM PIGEON FORGE.
 FB1298'4.5 MILES NORTHEAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB1298'SEVIER COUNTY, 500 FEET WEST OF BROWN MARE BRANCH, AT A BIG
 FB1298'CURVE IN THE ROAD, 57.2 FEET EAST OF A 6-INCH HICKORY TREE, AT A
 FB1298'T-ROAD JUNCTION, 37 FEET NORTHEAST OF THE SIDE ROAD, 8 FEET
 FB1298'SOUTHEAST OF THE MAIN ROAD, 28 FEET NORTHEAST OF THE CENTER OF
 FB1298'THE GRASS TRIANGLE AT THE JUNCTION, 9.7 FEET NORTH OF AN 8-INCH
 FB1298'MULBERRY TREE, 9.7 FEET NORTHEAST OF A GAP IN THE FENCE, AND 1
 FB1298'FOOT NORTHWEST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY
 FB1298'STANDARD DISK, STAMPED LHT 678 1938 AND SET IN THE TOP OF A
 FB1298'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1297 ***********************************************************************
 FB1297  DESIGNATION -  LHT 679
 FB1297  PID         -  FB1297
 FB1297  STATE/COUNTY-  TN/SEVIER
 FB1297  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1297
 FB1297                         *CURRENT SURVEY CONTROL
 FB1297  ___________________________________________________________________
 FB1297* NAD 83(1986)-  35 48 07.     (N)    083 28 34.     (W)     SCALED    
 FB1297* NAVD 88     -       375.18   (+/-2cm)    1230.9    (feet)  VERTCON   
 FB1297  ___________________________________________________________________
 FB1297  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1297
 FB1297  VERT ORDER  -  ? (See Below)
 FB1297
 FB1297.The horizontal coordinates were scaled from a topographic map and have
 FB1297.an estimated accuracy of +/- 6 seconds.
 FB1297
 FB1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1297.The vertical order pertains to the NGVD 29 superseded value.
 FB1297
 FB1297.The geoid height was determined by GEOID03.
 FB1297
 FB1297;                    North         East    Units  Estimated Accuracy
 FB1297;SPC TN       -   165,880.      828,090.      MT  (+/- 180 meters Scaled)
 FB1297
 FB1297                          SUPERSEDED SURVEY CONTROL
 FB1297
 FB1297  NGVD 29 (??/??/92)  375.302  (m)         1231.30   (f) ADJ UNCH    ?  
 FB1297
 FB1297.Superseded values are not recommended for survey control.
 FB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1297.See file dsdata.txt to determine how the superseded data were derived.
 FB1297
 FB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV762648(NAD 83)
 FB1297_MARKER: DD = SURVEY DISK
 FB1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1297_STAMPING: LHT 679 1938
 FB1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1297+STABILITY: SURFACE MOTION
 FB1297
 FB1297  HISTORY     - Date     Condition        Report By
 FB1297  HISTORY     - 1938     MONUMENTED       TVA
 FB1297
 FB1297                          STATION DESCRIPTION
 FB1297
 FB1297'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1297'5.6 MI NE FROM PIGEON FORGE.
 FB1297'5.6 MILES NORTHEAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB1297'SEVIER COUNTY, AT THE Y-JUNCTION OF AN OLD ROAD LEADING SOUTHWEST,
 FB1297'ON THE PROPERTY OF MRS. ELZORA BOLDEN, 100 FEET SOUTHWEST OF A LOG
 FB1297'HOUSE OWNED BY MRS. BOLDEN AND OCCUPIED BY B.L. DUGAN, 48.8 FEET
 FB1297'NORTHWEST OF THE NORTHWEST CORNER OF A HOGPEN, 15 FEET EAST OF THE
 FB1297'ROAD, 11 FEET NORTH OF THE OLD ROAD, 7.6 FEET NORTH OF THE NORTH
 FB1297'GATEPOST, AND 6 FEET EAST OF A WIRE FENCE.  A TENNESSEE VALLEY
 FB1297'AUTHORITY STANDARD DISK, STAMPED LHT 679 1938 AND SET IN THE TOP
 FB1297'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1953 ***********************************************************************
 FB1953  DESIGNATION -  LHT 680
 FB1953  PID         -  FB1953
 FB1953  STATE/COUNTY-  TN/KNOX
 FB1953  USGS QUAD   -  WILDWOOD (1988)
 FB1953
 FB1953                         *CURRENT SURVEY CONTROL
 FB1953  ___________________________________________________________________
 FB1953* NAD 83(1986)-  35 52 07.     (N)    083 50 39.     (W)     SCALED    
 FB1953* NAVD 88     -       305.27   (+/-2cm)    1001.5    (feet)  VERTCON   
 FB1953  ___________________________________________________________________
 FB1953  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1953
 FB1953  VERT ORDER  -  ? (See Below)
 FB1953
 FB1953.The horizontal coordinates were scaled from a topographic map and have
 FB1953.an estimated accuracy of +/- 6 seconds.
 FB1953
 FB1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1953.The vertical order pertains to the NGVD 29 superseded value.
 FB1953
 FB1953.The geoid height was determined by GEOID03.
 FB1953
 FB1953;                    North         East    Units  Estimated Accuracy
 FB1953;SPC TN       -   172,480.      794,670.      MT  (+/- 180 meters Scaled)
 FB1953
 FB1953                          SUPERSEDED SURVEY CONTROL
 FB1953
 FB1953  NGVD 29 (??/??/92)  305.396  (m)         1001.95   (f) ADJ UNCH    ?  
 FB1953
 FB1953.Superseded values are not recommended for survey control.
 FB1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1953.See file dsdata.txt to determine how the superseded data were derived.
 FB1953
 FB1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV432731(NAD 83)
 FB1953_MARKER: DD = SURVEY DISK
 FB1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1953_STAMPING: LHT 680 1938
 FB1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1953+STABILITY: SURFACE MOTION
 FB1953
 FB1953  HISTORY     - Date     Condition        Report By
 FB1953  HISTORY     - 1938     MONUMENTED       TVA
 FB1953
 FB1953                          STATION DESCRIPTION
 FB1953
 FB1953'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1953'1.7 MI SW FROM NEUBERT.
 FB1953'1.7 MILES SOUTHWEST ALONG THE NEUBERT-ROCKFORD ROAD FROM NEUBERT,
 FB1953'400 FEET SOUTH ALONG THE KLONDIKE SCHOOL ROAD FROM ITS JUNCTION
 FB1953'WITH THE NEUBERT-ROCKFORD ROAD, 850 FEET NORTH OF A 1-STORY
 FB1953'FARMHOUSE, AT THE CENTER OF A GULLY, IN LINE WITH A HEDGEROW, 55.1
 FB1953'FEET NORTHEAST OF A 5-INCH WALNUT TREE, 64.1 FEET NORTHWEST OF A
 FB1953'FENCE CORNER, AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 FB1953'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 680 1938 AND
 FB1953'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1954 ***********************************************************************
 FB1954  DESIGNATION -  LHT 681
 FB1954  PID         -  FB1954
 FB1954  STATE/COUNTY-  TN/KNOX
 FB1954  USGS QUAD   -  WILDWOOD (1988)
 FB1954
 FB1954                         *CURRENT SURVEY CONTROL
 FB1954  ___________________________________________________________________
 FB1954* NAD 83(1986)-  35 51 41.     (N)    083 51 44.     (W)     SCALED    
 FB1954* NAVD 88     -       284.78   (+/-2cm)     934.3    (feet)  VERTCON   
 FB1954  ___________________________________________________________________
 FB1954  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1954
 FB1954  VERT ORDER  -  ? (See Below)
 FB1954
 FB1954.The horizontal coordinates were scaled from a topographic map and have
 FB1954.an estimated accuracy of +/- 6 seconds.
 FB1954
 FB1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1954.The vertical order pertains to the NGVD 29 superseded value.
 FB1954
 FB1954.The geoid height was determined by GEOID03.
 FB1954
 FB1954;                    North         East    Units  Estimated Accuracy
 FB1954;SPC TN       -   171,650.      793,060.      MT  (+/- 180 meters Scaled)
 FB1954
 FB1954                          SUPERSEDED SURVEY CONTROL
 FB1954
 FB1954  NGVD 29 (??/??/92)  284.910  (m)          934.74   (f) ADJ UNCH    ?  
 FB1954
 FB1954.Superseded values are not recommended for survey control.
 FB1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1954.See file dsdata.txt to determine how the superseded data were derived.
 FB1954
 FB1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV415723(NAD 83)
 FB1954_MARKER: DD = SURVEY DISK
 FB1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1954_STAMPING: LHT 681 1938
 FB1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1954+STABILITY: SURFACE MOTION
 FB1954
 FB1954  HISTORY     - Date     Condition        Report By
 FB1954  HISTORY     - 1938     MONUMENTED       TVA
 FB1954
 FB1954                          STATION DESCRIPTION
 FB1954
 FB1954'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1954'2.8 MI SW FROM NEUBERT.
 FB1954'2.8 MILES SOUTHWEST ALONG THE NEUBERT-ROCKFORD ROAD FROM NEUBERT,
 FB1954'KNOX COUNTY, AT THE JUNCTION OF THE SULPHUR SPRINGS ROAD LEADING
 FB1954'NORTHWEST THROUGH RHEA GAP, 90 FEET WEST OF THE JUNCTION, ABOUT
 FB1954'400 FEET WEST OF A 2-STORY LOG HOUSE, 200 FEET SOUTH OF A LARGE
 FB1954'BARN, 45 FEET WEST OF THE JUNCTION OF TWO SMALL STREAMS, 45 FEET
 FB1954'SOUTHEAST OF A HOUSE, 34.4 FEET NORTHWEST OF A 14-INCH CEDAR TREE,
 FB1954'20.2 FEET NORTHEAST OF AN 11-INCH CEDAR TREE, 3 FEET NORTHEAST OF
 FB1954'A LANE, AND 3 FEET EAST OF THE SOUTHEAST CORNER OF A YARD FENCE.
 FB1954'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 681 1938
 FB1954'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1956 ***********************************************************************
 FB1956  DESIGNATION -  LHT 682
 FB1956  PID         -  FB1956
 FB1956  STATE/COUNTY-  TN/BLOUNT
 FB1956  USGS QUAD   -  MARYVILLE (1979)
 FB1956
 FB1956                         *CURRENT SURVEY CONTROL
 FB1956  ___________________________________________________________________
 FB1956* NAD 83(1995)-  35 50 44.78956(N)    083 53 35.83349(W)     ADJUSTED  
 FB1956* NAVD 88     -       327.43   (+/-2cm)    1074.2    (feet)  VERTCON   
 FB1956  ___________________________________________________________________
 FB1956  X           -     550,655.529 (meters)                     COMP
 FB1956  Y           -  -5,146,906.322 (meters)                     COMP
 FB1956  Z           -   3,714,507.722 (meters)                     COMP
 FB1956  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FB1956  ELLIP HEIGHT-         296.83  (meters)          (04/12/99) GPS OBS
 FB1956  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FB1956
 FB1956  HORZ ORDER  -  FIRST
 FB1956  VERT ORDER  -  ? (See Below)
 FB1956  ELLP ORDER  -  FOURTH    CLASS I
 FB1956
 FB1956.The horizontal coordinates were established by GPS observations
 FB1956.and adjusted by the National Geodetic Survey in April 1999..
 FB1956
 FB1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1956.The vertical order pertains to the NGVD 29 superseded value.
 FB1956
 FB1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB1956
 FB1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1956
 FB1956.The ellipsoidal height was determined by GPS observations
 FB1956.and is referenced to NAD 83.
 FB1956
 FB1956.The geoid height was determined by GEOID03.
 FB1956
 FB1956;                    North         East     Units Scale Factor Converg.
 FB1956;SPC TN       -   169,852.073   790,293.647   MT  0.99994842   +1 14 00.1
 FB1956;SPC TN       -   557,256.34  2,592,821.74   sFT  0.99994842   +1 14 00.1
 FB1956;UTM  17      - 3,970,708.397   238,692.955   MT  1.00044147   -1 41 43.0
 FB1956
 FB1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1956!SPC TN       -   0.99995341  x   0.99994842  =   0.99990184
 FB1956!UTM  17      -   0.99995341  x   1.00044147  =   1.00039486
 FB1956
 FB1956                          SUPERSEDED SURVEY CONTROL
 FB1956
 FB1956  NAD 83(1995)-  35 50 44.79062(N)    083 53 35.84004(W) AD(       ) 1
 FB1956  ELLIP H (05/28/93)  296.78   (m)                       GP(       ) 4 2
 FB1956  NGVD 29 (??/??/92)  327.557  (m)         1074.66   (f) ADJ UNCH    ?  
 FB1956
 FB1956.Superseded values are not recommended for survey control.
 FB1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1956.See file dsdata.txt to determine how the superseded data were derived.
 FB1956
 FB1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3869370708(NAD 83)
 FB1956_MARKER: DD = SURVEY DISK
 FB1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1956_STAMPING: LHT 682 1938
 FB1956_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1956+STABILITY: SURFACE MOTION
 FB1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB1956+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB1956
 FB1956  HISTORY     - Date     Condition        Report By
 FB1956  HISTORY     - 1938     MONUMENTED       TVA
 FB1956  HISTORY     - 1988     GOOD             AEROS
 FB1956
 FB1956                          STATION DESCRIPTION
 FB1956
 FB1956'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1956'3.5 MI E FROM ROCKFORD.
 FB1956'3.5 MILES EAST ALONG THE NEUBERT-ROCKFORD ROAD FROM ROCKFORD,
 FB1956'0.1 MILE SOUTHWEST OF THE BLOUNT-KNOX COUNTY LINE, 175 FEET NORTH
 FB1956'OF A 1-STORY FARMHOUSE, 85 FEET SOUTHEAST OF A 10-INCH ELM TREE
 FB1956'IN A GULLY, 91.1 FEET NORTH OF A 5-INCH WALNUT TREE, 48.1 FEET
 FB1956'SOUTH WEST OF A 4-INCH WALNUT SNAG, 35.0 FEET NORTHWEST OF A
 FB1956'FENCE CORNER, AND AT THE NORTHEAST CORNER OF A GARDEN FENCE.  A
 FB1956'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 682 1938
 FB1956'AND SET IN THE TOP OF A CONCRETE POST.
 FB1956
 FB1956                          STATION RECOVERY (1988)
 FB1956
 FB1956'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 FB1956'THE STATION IS LOCATED ABOUT 14.6 KM (9.0 MI) SOUTH-SOUTHEAST OF
 FB1956'DOWNTOWN KNOXVILLE, 4.9 KM (3.0 MI) EAST-NORTHEAST OF ROCKFORD,
 FB1956'11.3 KM (7.0 MI) SOUTHWEST OF SEYMOUR.
 FB1956'OWNERSHIP--STATE OF TENNESSEE.
 FB1956'
 FB1956'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB1956'HIGHWAY 129 (ALCOA HIGHWAY) AT EXIT 386B, GO SOUTHERLY ON U.S.
 FB1956'HIGHWAY 129 TO A LARGE BRIDGE OVER THE TENNESSE RIVER.  CONTINUE
 FB1956'STRAIGHT AHEAD AND GO SOUTHERLY FOR 11.7 KM (7.25 MI) ON U.S.
 FB1956'HIGHWAY 129 TO THE INTERSECTION OF SINGLETON ROAD (TOWARD ROCKFORD)
 FB1956'ON THE LEFT.  TURN LEFT AND GO 3.32 KM (2.05 MI) ON SINGLETON ROAD
 FB1956'TO A STOP SIGN AT A (T) JUNCTION IN THE TOWN OF ROCKFORD.  TURN
 FB1956'LEFT AND GO 0.3 KM (0.2 MI) CROSSING OVER A BRIDGE TO A STOP SIGN
 FB1956'AT THE (T) JUNCTION OF OLD KNOXVILLE HIGHWAY (UNMARKED).  TURN LEFT
 FB1956'AND GO 0.2 KM (0.1 MI) ON OLD KNOXVILLE HIGHWAY TO THE INTERSECTION
 FB1956'OF SELF HOLLOW ROAD.  TURN RIGHT AND GO 3.81 KM (2.35 MI) ON SELF
 FB1956'HOLLOW ROAD TO THE INTERSECTION OF BLAZER ROAD ON THE LEFT.  TURN
 FB1956'LEFT AND GO 1.54 KM (0.95 MI) ON BLAZER ROAD TO THE STATION ON THE
 FB1956'LEFT AS DESCRIBED.
 FB1956'
 FB1956'THE STATION IS A STANDARD TVA DISK
 FB1956'STAMPED---LHT 682 1938---,
 FB1956'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FB1956'7.0 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FB1956'4.36 METERS (14.3 FT) WEST FROM THE EDGE OF BLAZER ROAD, AND
 FB1956'4.66 METERS (15.3 FT) NORTH FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1957 ***********************************************************************
 FB1957  DESIGNATION -  LHT 683
 FB1957  PID         -  FB1957
 FB1957  STATE/COUNTY-  TN/BLOUNT
 FB1957  USGS QUAD   -  MARYVILLE (1979)
 FB1957
 FB1957                         *CURRENT SURVEY CONTROL
 FB1957  ___________________________________________________________________
 FB1957* NAD 83(1986)-  35 50 19.     (N)    083 54 24.     (W)     SCALED    
 FB1957* NAVD 88     -       279.38   (+/-2cm)     916.6    (feet)  VERTCON   
 FB1957  ___________________________________________________________________
 FB1957  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1957
 FB1957  VERT ORDER  -  ? (See Below)
 FB1957
 FB1957.The horizontal coordinates were scaled from a topographic map and have
 FB1957.an estimated accuracy of +/- 6 seconds.
 FB1957
 FB1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1957.The vertical order pertains to the NGVD 29 superseded value.
 FB1957
 FB1957.The geoid height was determined by GEOID03.
 FB1957
 FB1957;                    North         East    Units  Estimated Accuracy
 FB1957;SPC TN       -   169,030.      789,100.      MT  (+/- 180 meters Scaled)
 FB1957
 FB1957                          SUPERSEDED SURVEY CONTROL
 FB1957
 FB1957  NGVD 29 (??/??/92)  279.512  (m)          917.03   (f) ADJ UNCH    ?  
 FB1957
 FB1957.Superseded values are not recommended for survey control.
 FB1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1957.See file dsdata.txt to determine how the superseded data were derived.
 FB1957
 FB1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374699(NAD 83)
 FB1957_MARKER: DD = SURVEY DISK
 FB1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1957_STAMPING: LHT 683 1938
 FB1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1957+STABILITY: SURFACE MOTION
 FB1957
 FB1957  HISTORY     - Date     Condition        Report By
 FB1957  HISTORY     - 1938     MONUMENTED       TVA
 FB1957
 FB1957                          STATION DESCRIPTION
 FB1957
 FB1957'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1957'2.6 MI E FROM ROCKFORD.
 FB1957'2.6 MILES EAST ALONG THE NEUBERT-ROCKFORD ROAD FROM ROCKFORD, AT
 FB1957'THE JUNCTION OF A ROAD LEADING SOUTHWEST, AT THE SOUTHEAST CORNER
 FB1957'OF THE JUNCTION, 700 FEET SOUTHWEST OF A 1-STORY FARMHOUSE, 400
 FB1957'FEET SOUTHWEST OF A LARGE BARN, 150 FEET NORTHWEST OF A BRIDGE
 FB1957'NEAR THE ROAD JUNCTION, 45.9 FEET SOUTHWEST OF AN 18-INCH
 FB1957'SYCAMORE TREE, 24.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FB1957'OF A SPRING HOUSE, AND 18 FEET EAST OF A 22-INCH WHITE-OAK TREE.
 FB1957'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 683 1938
 FB1957'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2560 ***********************************************************************
 GA2560  DESIGNATION -  LHT 685
 GA2560  PID         -  GA2560
 GA2560  STATE/COUNTY-  TN/UNION
 GA2560  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2560
 GA2560                         *CURRENT SURVEY CONTROL
 GA2560  ___________________________________________________________________
 GA2560* NAD 83(1986)-  36 12 18.     (N)    083 52 35.     (W)     SCALED    
 GA2560* NAVD 88     -       316.789  (meters)    1039.33   (feet)  ADJUSTED  
 GA2560  ___________________________________________________________________
 GA2560  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2560  DYNAMIC HT  -         316.499 (meters)    1038.38  (feet)  COMP
 GA2560  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 GA2560
 GA2560  VERT ORDER  -  SECOND    CLASS 0
 GA2560
 GA2560.The horizontal coordinates were scaled from a topographic map and have
 GA2560.an estimated accuracy of +/- 6 seconds.
 GA2560
 GA2560.The orthometric height was determined by differential leveling
 GA2560.and adjusted by the National Geodetic Survey in June 1991..
 GA2560
 GA2560.The geoid height was determined by GEOID03.
 GA2560
 GA2560.The dynamic height is computed by dividing the NAVD 88
 GA2560.geopotential number by the normal gravity value computed on the
 GA2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2560.degrees latitude (g = 980.6199 gals.).
 GA2560
 GA2560.The modeled gravity was interpolated from observed gravity values.
 GA2560
 GA2560;                    North         East    Units  Estimated Accuracy
 GA2560;SPC TN       -   209,730.      790,960.      MT  (+/- 180 meters Scaled)
 GA2560
 GA2560                          SUPERSEDED SURVEY CONTROL
 GA2560
 GA2560  NGVD 29 (??/??/92)  316.870  (m)         1039.60   (f) ADJ UNCH    2 0
 GA2560
 GA2560.Superseded values are not recommended for survey control.
 GA2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2560.See file dsdata.txt to determine how the superseded data were derived.
 GA2560
 GA2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA413105(NAD 83)
 GA2560_MARKER: Z = SEE DESCRIPTION
 GA2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2560_STAMPING: LHT 685 1940
 GA2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2560+STABILITY: SURFACE MOTION
 GA2560
 GA2560  HISTORY     - Date     Condition        Report By
 GA2560  HISTORY     - 1940     MONUMENTED       TVA
 GA2560  HISTORY     - 1964     GOOD             TNHD
 GA2560  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2560
 GA2560                          STATION DESCRIPTION
 GA2560
 GA2560'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2560'5 MI SW FROM MAYNARDVILLE.
 GA2560'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2560'33 FOR 5.1 MILES TO A GRAVELED ROAD AND THE MARK ON THE RIGHT.
 GA2560'THE MARK IS 27 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GA2560'ROUTE 33, 27 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2560'ROAD, 10 FEET NORTH OF POWER POLE NO. 264, 5 FEET NORTH OF A FENCE
 GA2560'CORNER AND 0.5 FOOT NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 GA2560'THE MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION
 GA2560'STATION SET IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT
 GA2560'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GA2560
 GA2560                          STATION RECOVERY (1980)
 GA2560
 GA2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0271 ***********************************************************************
 FE0271  DESIGNATION -  LHT 705
 FE0271  PID         -  FE0271
 FE0271  STATE/COUNTY-  TN/HARDIN
 FE0271  USGS QUAD   -  PICKWICK (1972)
 FE0271
 FE0271                         *CURRENT SURVEY CONTROL
 FE0271  ___________________________________________________________________
 FE0271* NAD 83(1986)-  35 02 00.     (N)    088 14 26.     (W)     SCALED    
 FE0271* NAVD 88     -       137.446  (meters)     450.94   (feet)  ADJUSTED  
 FE0271  ___________________________________________________________________
 FE0271  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE0271  DYNAMIC HT  -         137.319 (meters)     450.52  (feet)  COMP
 FE0271  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FE0271
 FE0271  VERT ORDER  -  FIRST     CLASS II
 FE0271
 FE0271.The horizontal coordinates were scaled from a topographic map and have
 FE0271.an estimated accuracy of +/- 6 seconds.
 FE0271
 FE0271.The orthometric height was determined by differential leveling
 FE0271.and adjusted by the National Geodetic Survey in June 1991..
 FE0271
 FE0271.The geoid height was determined by GEOID03.
 FE0271
 FE0271.The dynamic height is computed by dividing the NAVD 88
 FE0271.geopotential number by the normal gravity value computed on the
 FE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0271.degrees latitude (g = 980.6199 gals.).
 FE0271
 FE0271.The modeled gravity was interpolated from observed gravity values.
 FE0271
 FE0271;                    North         East    Units  Estimated Accuracy
 FE0271;SPC TN       -    80,010.      395,560.      MT  (+/- 180 meters Scaled)
 FE0271
 FE0271                          SUPERSEDED SURVEY CONTROL
 FE0271
 FE0271  NGVD 29 (??/??/??)  137.454  (m)          450.96   (f) ADJUSTED    1 2
 FE0271
 FE0271.Superseded values are not recommended for survey control.
 FE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0271.See file dsdata.txt to determine how the superseded data were derived.
 FE0271
 FE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD868774(NAD 83)
 FE0271_MARKER: DD = SURVEY DISK
 FE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0271_STAMPING: LHT 705 1935
 FE0271_MARK LOGO: TVA   
 FE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0271+STABILITY: SURFACE MOTION
 FE0271
 FE0271  HISTORY     - Date     Condition        Report By
 FE0271  HISTORY     - 1938     MONUMENTED       TVA
 FE0271  HISTORY     - 1944     GOOD             CGS
 FE0271
 FE0271                          STATION DESCRIPTION
 FE0271
 FE0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0271'1.4 MI S FROM PICKWICK DAM.
 FE0271'1.4 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0271'PICKWICK DAM, HARDIN COUNTY, ON THE J.D. BERG PROPERTY, 73 FEET
 FE0271'SOUTHEAST OF THE SOUTH END OF A SMALL CULVERT, 55 FEET EAST OF
 FE0271'THE CENTERLINE OF THE HIGHWAY, 25.5 FEET SOUTHWEST OF A SMALL
 FE0271'HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 FE0271'2 FEET HIGHER THAN THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 FE0271'STANDARD DISK, STAMPED LHT 705 1938 AND SET IN THE TOP OF A
 FE0271'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0293 ***********************************************************************
 FE0293  DESIGNATION -  LHT 706
 FE0293  PID         -  FE0293
 FE0293  STATE/COUNTY-  TN/HARDIN
 FE0293  USGS QUAD   -  COUNCE (1984)
 FE0293
 FE0293                         *CURRENT SURVEY CONTROL
 FE0293  ___________________________________________________________________
 FE0293* NAD 83(1986)-  35 06 58.     (N)    088 19 03.     (W)     SCALED    
 FE0293* NAVD 88     -       120.003  (meters)     393.71   (feet)  ADJUSTED  
 FE0293  ___________________________________________________________________
 FE0293  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE0293  DYNAMIC HT  -         119.893 (meters)     393.35  (feet)  COMP
 FE0293  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FE0293
 FE0293  VERT ORDER  -  FIRST     CLASS II
 FE0293
 FE0293.The horizontal coordinates were scaled from a topographic map and have
 FE0293.an estimated accuracy of +/- 6 seconds.
 FE0293
 FE0293.The orthometric height was determined by differential leveling
 FE0293.and adjusted by the National Geodetic Survey in June 1991..
 FE0293
 FE0293.The geoid height was determined by GEOID03.
 FE0293
 FE0293.The dynamic height is computed by dividing the NAVD 88
 FE0293.geopotential number by the normal gravity value computed on the
 FE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0293.degrees latitude (g = 980.6199 gals.).
 FE0293
 FE0293.The modeled gravity was interpolated from observed gravity values.
 FE0293
 FE0293;                    North         East    Units  Estimated Accuracy
 FE0293;SPC TN       -    89,350.      388,750.      MT  (+/- 180 meters Scaled)
 FE0293
 FE0293                          SUPERSEDED SURVEY CONTROL
 FE0293
 FE0293  NGVD 29 (??/??/??)  120.012  (m)          393.74   (f) ADJUSTED    1 2
 FE0293
 FE0293.Superseded values are not recommended for survey control.
 FE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0293.See file dsdata.txt to determine how the superseded data were derived.
 FE0293
 FE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD799867(NAD 83)
 FE0293_MARKER: DD = SURVEY DISK
 FE0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0293_STAMPING: LHT 706 1938
 FE0293_MARK LOGO: TVA   
 FE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0293+STABILITY: SURFACE MOTION
 FE0293
 FE0293  HISTORY     - Date     Condition        Report By
 FE0293  HISTORY     - 1938     MONUMENTED       TVA
 FE0293  HISTORY     - 1947     GOOD             CGS
 FE0293
 FE0293                          STATION DESCRIPTION
 FE0293
 FE0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0293'3.2 MI S FROM PITTSBURG LANDING.
 FE0293'3.2 MILES SOUTH ALONG A ROAD TO HAMBURG FROM THE POST OFFICE AT
 FE0293'PITTSBURG LANDING, ABOUT 1.9 MILE NORTH ALONG A GRAVEL ROAD FROM
 FE0293'THE MAIN ROAD JUNCTION AT HAMBURG, AT THE JUNCTION OF A GRAVEL
 FE0293'ROAD LEADING WEST, ABOUT 0.1 MILE NORTH OF A STEEL BRIDGE OVER
 FE0293'LICK CREEK DRAINAGE CANAL, 64 FEET WEST OF THE CENTER LINE OF THE
 FE0293'MAIN ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 FE0293'58 FEET WEST-NORTHWEST OF THE WEST END OF A 14-INCH CORRUGATED
 FE0293'PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 8 FEET NORTH OF A
 FE0293'TRIANGULAR BLAZED 14-INCH SWEET GUM TREE, 7 FEET EAST OF A TRIANGULAR
 FE0293'BLAZED 20-INCH SWEET-GUM TREE, 2 FEET NORTH OF A WHITE WOODEN
 FE0293'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 FE0293'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0434 ***********************************************************************
 FE0434  DESIGNATION -  LHT 707
 FE0434  PID         -  FE0434
 FE0434  STATE/COUNTY-  TN/HARDIN
 FE0434  USGS QUAD   -  SAVANNAH (1991)
 FE0434
 FE0434                         *CURRENT SURVEY CONTROL
 FE0434  ___________________________________________________________________
 FE0434* NAD 83(1986)-  35 11 43.     (N)    088 14 10.     (W)     SCALED    
 FE0434* NAVD 88     -       138.381  (meters)     454.00   (feet)  ADJUSTED  
 FE0434  ___________________________________________________________________
 FE0434  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE0434  DYNAMIC HT  -         138.256 (meters)     453.59  (feet)  COMP
 FE0434  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FE0434
 FE0434  VERT ORDER  -  SECOND    CLASS 0
 FE0434
 FE0434.The horizontal coordinates were scaled from a topographic map and have
 FE0434.an estimated accuracy of +/- 6 seconds.
 FE0434
 FE0434.The orthometric height was determined by differential leveling
 FE0434.and adjusted by the National Geodetic Survey in June 1991..
 FE0434
 FE0434.The geoid height was determined by GEOID03.
 FE0434
 FE0434.The dynamic height is computed by dividing the NAVD 88
 FE0434.geopotential number by the normal gravity value computed on the
 FE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0434.degrees latitude (g = 980.6199 gals.).
 FE0434
 FE0434.The modeled gravity was interpolated from observed gravity values.
 FE0434
 FE0434;                    North         East    Units  Estimated Accuracy
 FE0434;SPC TN       -    97,960.      396,370.      MT  (+/- 180 meters Scaled)
 FE0434
 FE0434                          SUPERSEDED SURVEY CONTROL
 FE0434
 FE0434  NGVD 29 (??/??/??)  138.394  (m)          454.05   (f) ADJUSTED    2 0
 FE0434
 FE0434.Superseded values are not recommended for survey control.
 FE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0434.See file dsdata.txt to determine how the superseded data were derived.
 FE0434
 FE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD874953(NAD 83)
 FE0434_MARKER: DD = SURVEY DISK
 FE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0434_STAMPING: LHT 707 1938
 FE0434_MARK LOGO: TVA   
 FE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0434+STABILITY: SURFACE MOTION
 FE0434
 FE0434  HISTORY     - Date     Condition        Report By
 FE0434  HISTORY     - 1938     MONUMENTED       TVA
 FE0434  HISTORY     - 1962     GOOD             CGS
 FE0434
 FE0434                          STATION DESCRIPTION
 FE0434
 FE0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0434'0.5 MI SE FROM SAVANNAH.
 FE0434'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0434'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0434'FOR 2.25 MILES TO A GRAVELED ROAD AND THE MARK ON THE LEFT.  THE
 FE0434'MARK IS 48 FT. NORTH EAST OF THE CENTERLINE OF ST. RT. 9, 60 FT.
 FE0434'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 33 FT. SOUTH OF A
 FE0434'3.5 FT. OAK TREE IN 1962, AND 14 FT. NORTHEAST OF A POWER POLE.
 FE0434'THE MARK IS A T.V.A. DISK IN THE TOP OF A 6 INCH SQUARE, CONC.
 FE0434'MONUMENT, PROJECTING 6 INCHES ABOVE THE GROUND AND STAMPED LHT
 FE0434'707, 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0275 ***********************************************************************
 FE0275  DESIGNATION -  LHT 716
 FE0275  PID         -  FE0275
 FE0275  STATE/COUNTY-  TN/HARDIN
 FE0275  USGS QUAD   -  PICKWICK (1972)
 FE0275
 FE0275                         *CURRENT SURVEY CONTROL
 FE0275  ___________________________________________________________________
 FE0275* NAD 83(1986)-  35 03 58.     (N)    088 14 53.     (W)     SCALED    
 FE0275* NAVD 88     -       128.706  (meters)     422.26   (feet)  ADJUSTED  
 FE0275  ___________________________________________________________________
 FE0275  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0275  DYNAMIC HT  -         128.588 (meters)     421.88  (feet)  COMP
 FE0275  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0275
 FE0275  VERT ORDER  -  FIRST     CLASS II
 FE0275
 FE0275.The horizontal coordinates were scaled from a topographic map and have
 FE0275.an estimated accuracy of +/- 6 seconds.
 FE0275
 FE0275.The orthometric height was determined by differential leveling
 FE0275.and adjusted by the National Geodetic Survey in June 1991..
 FE0275
 FE0275.The geoid height was determined by GEOID03.
 FE0275
 FE0275.The dynamic height is computed by dividing the NAVD 88
 FE0275.geopotential number by the normal gravity value computed on the
 FE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0275.degrees latitude (g = 980.6199 gals.).
 FE0275
 FE0275.The modeled gravity was interpolated from observed gravity values.
 FE0275
 FE0275;                    North         East    Units  Estimated Accuracy
 FE0275;SPC TN       -    83,660.      394,960.      MT  (+/- 180 meters Scaled)
 FE0275
 FE0275                          SUPERSEDED SURVEY CONTROL
 FE0275
 FE0275  NGVD 29 (??/??/??)  128.715  (m)          422.29   (f) ADJUSTED    1 2
 FE0275
 FE0275.Superseded values are not recommended for survey control.
 FE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0275.See file dsdata.txt to determine how the superseded data were derived.
 FE0275
 FE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862810(NAD 83)
 FE0275_MARKER: DD = SURVEY DISK
 FE0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0275_SP_SET: PLATFORM
 FE0275_STAMPING: LHT 716 1938
 FE0275_MARK LOGO: TVA   
 FE0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0275
 FE0275  HISTORY     - Date     Condition        Report By
 FE0275  HISTORY     - 1938     MONUMENTED       TVA
 FE0275  HISTORY     - 1947     GOOD             CGS
 FE0275
 FE0275                          STATION DESCRIPTION
 FE0275
 FE0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0275'AT PICKWICK DAM.
 FE0275'AT PICKWICK DAM, SET IN THE TOP OF THE FLOOR AT THE ENTRANCE
 FE0275'TO THE ENGINEERS LOCKER ROOM, DIRECTLY UNDER THE FLAG POLE WHICH
 FE0275'IS ON THE OBSERVATION PLATFORM, 3 FEET WEST OF THE CENTER OF THE
 FE0275'ENTRANCE TO THE LOCKER ROOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0764 ***********************************************************************
 FC0764  DESIGNATION -  LHT 794
 FC0764  PID         -  FC0764
 FC0764  STATE/COUNTY-  TN/MEIGS
 FC0764  USGS QUAD   -  TRANQUILLITY (1990)
 FC0764
 FC0764                         *CURRENT SURVEY CONTROL
 FC0764  ___________________________________________________________________
 FC0764* NAD 83(1986)-  35 37 16.     (N)    084 44 02.     (W)     SCALED    
 FC0764* NAVD 88     -       275.912  (meters)     905.22   (feet)  ADJUSTED  
 FC0764  ___________________________________________________________________
 FC0764  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0764  DYNAMIC HT  -         275.649 (meters)     904.36  (feet)  COMP
 FC0764  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0764
 FC0764  VERT ORDER  -  FIRST     CLASS II
 FC0764
 FC0764.The horizontal coordinates were scaled from a topographic map and have
 FC0764.an estimated accuracy of +/- 6 seconds.
 FC0764
 FC0764.The orthometric height was determined by differential leveling
 FC0764.and adjusted by the National Geodetic Survey in June 1991..
 FC0764
 FC0764.The geoid height was determined by GEOID03.
 FC0764
 FC0764.The dynamic height is computed by dividing the NAVD 88
 FC0764.geopotential number by the normal gravity value computed on the
 FC0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0764.degrees latitude (g = 980.6199 gals.).
 FC0764
 FC0764.The modeled gravity was interpolated from observed gravity values.
 FC0764
 FC0764;                    North         East    Units  Estimated Accuracy
 FC0764;SPC TN       -   143,620.      714,690.      MT  (+/- 180 meters Scaled)
 FC0764
 FC0764                          SUPERSEDED SURVEY CONTROL
 FC0764
 FC0764  NGVD 29 (??/??/92)  275.993  (m)          905.49   (f) ADJ UNCH    1 2
 FC0764
 FC0764.Superseded values are not recommended for survey control.
 FC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0764.See file dsdata.txt to determine how the superseded data were derived.
 FC0764
 FC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE052442(NAD 83)
 FC0764_MARKER: DD = SURVEY DISK
 FC0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0764_STAMPING: LHT 794 1938
 FC0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0764+STABILITY: SURFACE MOTION
 FC0764
 FC0764  HISTORY     - Date     Condition        Report By
 FC0764  HISTORY     - 1938     MONUMENTED       TVA
 FC0764  HISTORY     - 1950     GOOD             NGS
 FC0764
 FC0764                          STATION DESCRIPTION
 FC0764
 FC0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0764'1.2 MI E FROM PEAKLAND.
 FC0764'1.25 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0764'PEAKLAND, ABOUT 0.15 MILE WEST OF THE TOP OF A GRADE, AT THE
 FC0764'JUNCTION OF A ROAD LEADING SOUTH, 27.5 FEET NORTH OF THE CENTER
 FC0764'LINE OF THE HIGHWAY, 91 FEET NORTHEAST OF THE CENTER OF THE
 FC0764'WEST LEG OF JUNCTION, 145 FEET NORTHWEST OF THE CENTER OF THE
 FC0764'EAST LEG OF JUNCTION, 29 FEET SOUTHWEST OF A FORKED 26-INCH OAK
 FC0764'TREE, 1/2 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 FC0764'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0764'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0762 ***********************************************************************
 FC0762  DESIGNATION -  LHT 795
 FC0762  PID         -  FC0762
 FC0762  STATE/COUNTY-  TN/MEIGS
 FC0762  USGS QUAD   -  SPRING CITY (1990)
 FC0762
 FC0762                         *CURRENT SURVEY CONTROL
 FC0762  ___________________________________________________________________
 FC0762* NAD 83(1986)-  35 37 37.     (N)    084 45 08.     (W)     SCALED    
 FC0762* NAVD 88     -       235.487  (meters)     772.59   (feet)  ADJUSTED  
 FC0762  ___________________________________________________________________
 FC0762  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0762  DYNAMIC HT  -         235.262 (meters)     771.86  (feet)  COMP
 FC0762  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0762
 FC0762  VERT ORDER  -  FIRST     CLASS II
 FC0762
 FC0762.The horizontal coordinates were scaled from a topographic map and have
 FC0762.an estimated accuracy of +/- 6 seconds.
 FC0762
 FC0762.The orthometric height was determined by differential leveling
 FC0762.and adjusted by the National Geodetic Survey in June 1991..
 FC0762
 FC0762.The geoid height was determined by GEOID03.
 FC0762
 FC0762.The dynamic height is computed by dividing the NAVD 88
 FC0762.geopotential number by the normal gravity value computed on the
 FC0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0762.degrees latitude (g = 980.6199 gals.).
 FC0762
 FC0762.The modeled gravity was interpolated from observed gravity values.
 FC0762
 FC0762;                    North         East    Units  Estimated Accuracy
 FC0762;SPC TN       -   144,250.      713,020.      MT  (+/- 180 meters Scaled)
 FC0762
 FC0762                          SUPERSEDED SURVEY CONTROL
 FC0762
 FC0762  NGVD 29 (??/??/92)  235.568  (m)          772.86   (f) ADJ UNCH    1 2
 FC0762
 FC0762.Superseded values are not recommended for survey control.
 FC0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0762.See file dsdata.txt to determine how the superseded data were derived.
 FC0762
 FC0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE035448(NAD 83)
 FC0762_MARKER: DD = SURVEY DISK
 FC0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0762_STAMPING: LHT 795 1938
 FC0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0762+STABILITY: SURFACE MOTION
 FC0762
 FC0762  HISTORY     - Date     Condition        Report By
 FC0762  HISTORY     - 1938     MONUMENTED       TVA
 FC0762  HISTORY     - 1950     GOOD             NGS
 FC0762
 FC0762                          STATION DESCRIPTION
 FC0762
 FC0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0762'0.2 MI E FROM PEAKLAND.
 FC0762'0.15 MILE EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0762'PEAKLAND, 120 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD
 FC0762'CROSSING, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14.5
 FC0762'FEET WEST-SOUTHWEST OF THE CENTER OF A WELL WITH SQUARE CONCRETE
 FC0762'CURBING, 5.5 FEET SOUTH-SOUTHWEST OF A TWIN TRUNK TREE, ABOUT
 FC0762'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0762'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0593 ***********************************************************************
 GA0593  DESIGNATION -  LHT 796
 GA0593  PID         -  GA0593
 GA0593  STATE/COUNTY-  TN/UNICOI
 GA0593  USGS QUAD   -  ERWIN (1971)
 GA0593
 GA0593                         *CURRENT SURVEY CONTROL
 GA0593  ___________________________________________________________________
 GA0593* NAD 83(1986)-  36 09 00.     (N)    082 25 04.     (W)     SCALED    
 GA0593* NAVD 88     -       505.14   (+/-2cm)    1657.3    (feet)  VERTCON   
 GA0593  ___________________________________________________________________
 GA0593  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA0593
 GA0593  VERT ORDER  -  ? (See Below)
 GA0593
 GA0593.The horizontal coordinates were scaled from a topographic map and have
 GA0593.an estimated accuracy of +/- 6 seconds.
 GA0593
 GA0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0593.The vertical order pertains to the NGVD 29 superseded value.
 GA0593
 GA0593.The geoid height was determined by GEOID03.
 GA0593
 GA0593;                    North         East    Units  Estimated Accuracy
 GA0593;SPC TN       -   207,460.      922,290.      MT  (+/- 180 meters Scaled)
 GA0593
 GA0593                          SUPERSEDED SURVEY CONTROL
 GA0593
 GA0593  NGVD 29 (??/??/92)  505.273  (m)         1657.72   (f) ADJ UNCH    ?  
 GA0593
 GA0593.Superseded values are not recommended for survey control.
 GA0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0593.See file dsdata.txt to determine how the superseded data were derived.
 GA0593
 GA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA724015(NAD 83)
 GA0593_MARKER: DD = SURVEY DISK
 GA0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0593_STAMPING: LHT 796 1938
 GA0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0593+STABILITY: SURFACE MOTION
 GA0593
 GA0593  HISTORY     - Date     Condition        Report By
 GA0593  HISTORY     - 1938     MONUMENTED       TVA
 GA0593
 GA0593                          STATION DESCRIPTION
 GA0593
 GA0593'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0593'0.3 MI NW FROM ERWIN.
 GA0593'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 GA0593'U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI COUNTY, 75.8 FEET
 GA0593'SOUTHEAST OF A CONCRETE BRIDGE OVER NORTH INDIAN CREEK, 71.6
 GA0593'FEET WEST OF A POWER-TRANSMISSION LINE POLE, AT THE INTERSECTION
 GA0593'OF A DIRT ROAD, 35 FEET WEST OF THE CENTER OF THE INTERSECTION,
 GA0593'21 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 GA0593'NORTH OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA0593'DISK, STAMPED LHT 796 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0594 ***********************************************************************
 GA0594  DESIGNATION -  LHT 797
 GA0594  PID         -  GA0594
 GA0594  STATE/COUNTY-  TN/UNICOI
 GA0594  USGS QUAD   -  ERWIN (1971)
 GA0594
 GA0594                         *CURRENT SURVEY CONTROL
 GA0594  ___________________________________________________________________
 GA0594* NAD 83(1986)-  36 08 58.     (N)    082 25 58.     (W)     SCALED    
 GA0594* NAVD 88     -       531.33   (+/-2cm)    1743.2    (feet)  VERTCON   
 GA0594  ___________________________________________________________________
 GA0594  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA0594
 GA0594  VERT ORDER  -  ? (See Below)
 GA0594
 GA0594.The horizontal coordinates were scaled from a topographic map and have
 GA0594.an estimated accuracy of +/- 6 seconds.
 GA0594
 GA0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0594.The vertical order pertains to the NGVD 29 superseded value.
 GA0594
 GA0594.The geoid height was determined by GEOID03.
 GA0594
 GA0594;                    North         East    Units  Estimated Accuracy
 GA0594;SPC TN       -   207,350.      920,940.      MT  (+/- 180 meters Scaled)
 GA0594
 GA0594                          SUPERSEDED SURVEY CONTROL
 GA0594
 GA0594  NGVD 29 (??/??/92)  531.461  (m)         1743.63   (f) ADJ UNCH    ?  
 GA0594
 GA0594.Superseded values are not recommended for survey control.
 GA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0594.See file dsdata.txt to determine how the superseded data were derived.
 GA0594
 GA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA711014(NAD 83)
 GA0594_MARKER: DB = BENCH MARK DISK
 GA0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0594_STAMPING: LHT 797 1938
 GA0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0594+STABILITY: SURFACE MOTION
 GA0594
 GA0594  HISTORY     - Date     Condition        Report By
 GA0594  HISTORY     - 1938     MONUMENTED       TVA
 GA0594
 GA0594                          STATION DESCRIPTION
 GA0594
 GA0594'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0594'1.2 MI NW FROM ERWIN.
 GA0594'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 GA0594'U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI COUNTY, ON THE PROPERTY
 GA0594'OF DAN HUSKEY, 225 FEET SOUTHEAST OF THE HOUSE, 180 FEET SOUTH
 GA0594'OF AN OVAL-SHAPED BARN, 75 FEET SOUTHEAST OF A DRAIN, 57.1 FEET
 GA0594'NORTHWEST OF A 24-INCH BLACK STUMP, AT THE JUNCTION OF THE
 GA0594'CANAH HOLLOW ROAD, 18 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 GA0594'21.9 FEET NORTHEAST OF A PAINTED POWER-TRANSMISSION LINE POLE,
 GA0594'8 FEET EAST OF A SIGNPOST, AND 2 FEET NORTHWEST OF A WIRE FENCE.
 GA0594'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 797 1938
 GA0594'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0596 ***********************************************************************
 GA0596  DESIGNATION -  LHT 798
 GA0596  PID         -  GA0596
 GA0596  STATE/COUNTY-  TN/UNICOI
 GA0596  USGS QUAD   -  ERWIN (1971)
 GA0596
 GA0596                         *CURRENT SURVEY CONTROL
 GA0596  ___________________________________________________________________
 GA0596* NAD 83(1986)-  36 09 13.     (N)    082 26 28.     (W)     SCALED    
 GA0596* NAVD 88     -       487.00   (+/-2cm)    1597.8    (feet)  VERTCON   
 GA0596  ___________________________________________________________________
 GA0596  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0596
 GA0596  VERT ORDER  -  ? (See Below)
 GA0596
 GA0596.The horizontal coordinates were scaled from a topographic map and have
 GA0596.an estimated accuracy of +/- 6 seconds.
 GA0596
 GA0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0596.The vertical order pertains to the NGVD 29 superseded value.
 GA0596
 GA0596.The geoid height was determined by GEOID03.
 GA0596
 GA0596;                    North         East    Units  Estimated Accuracy
 GA0596;SPC TN       -   207,780.      920,180.      MT  (+/- 180 meters Scaled)
 GA0596
 GA0596                          SUPERSEDED SURVEY CONTROL
 GA0596
 GA0596  NGVD 29 (??/??/92)  487.140  (m)         1598.23   (f) ADJ UNCH    ?  
 GA0596
 GA0596.Superseded values are not recommended for survey control.
 GA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0596.See file dsdata.txt to determine how the superseded data were derived.
 GA0596
 GA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA703019(NAD 83)
 GA0596_MARKER: DD = SURVEY DISK
 GA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0596_STAMPING: LHT 798 1938
 GA0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0596+STABILITY: SURFACE MOTION
 GA0596
 GA0596  HISTORY     - Date     Condition        Report By
 GA0596  HISTORY     - 1938     MONUMENTED       TVA
 GA0596
 GA0596                          STATION DESCRIPTION
 GA0596
 GA0596'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0596'2.6 MI NW FROM ERWIN.
 GA0596'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE JUNCTION
 GA0596'OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI COUNTY, 325 FEET
 GA0596'NORTH OF A FLAT WOODEN BRIDGE OVER NOLICHUCKY RIVER, 135 FEET
 GA0596'SOUTH OF THE UNICOI-WASHINGTON COUNTY LINE, 40 FEET EAST OF THE
 GA0596'RIVER, OPPOSITE A HIGH ROCK BLUFF, 16.1 FEET NORTHEAST OF A
 GA0596'24-INCH BALSAM TREE, 10 FEET WEST OF THE HIGHWAY, UNDER THE
 GA0596'TENNESSEE ELECTRIC POWER COMPANY TRANSMISSION LINE, AND 5.9 FEET
 GA0596'SOUTH OF A PAINTED POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA0596'DISK, STAMPED LHT 798 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0597 ***********************************************************************
 GA0597  DESIGNATION -  LHT 799
 GA0597  PID         -  GA0597
 GA0597  STATE/COUNTY-  TN/WASHINGTON
 GA0597  USGS QUAD   -  ERWIN (1971)
 GA0597
 GA0597                         *CURRENT SURVEY CONTROL
 GA0597  ___________________________________________________________________
 GA0597* NAD 83(1986)-  36 09 55.     (N)    082 26 37.     (W)     SCALED    
 GA0597* NAVD 88     -       482.31   (+/-2cm)    1582.4    (feet)  VERTCON   
 GA0597  ___________________________________________________________________
 GA0597  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA0597
 GA0597  VERT ORDER  -  ? (See Below)
 GA0597
 GA0597.The horizontal coordinates were scaled from a topographic map and have
 GA0597.an estimated accuracy of +/- 6 seconds.
 GA0597
 GA0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0597.The vertical order pertains to the NGVD 29 superseded value.
 GA0597
 GA0597.The geoid height was determined by GEOID03.
 GA0597
 GA0597;                    North         East    Units  Estimated Accuracy
 GA0597;SPC TN       -   209,070.      919,910.      MT  (+/- 180 meters Scaled)
 GA0597
 GA0597                          SUPERSEDED SURVEY CONTROL
 GA0597
 GA0597  NGVD 29 (??/??/92)  482.446  (m)         1582.82   (f) ADJ UNCH    ?  
 GA0597
 GA0597.Superseded values are not recommended for survey control.
 GA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0597.See file dsdata.txt to determine how the superseded data were derived.
 GA0597
 GA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA701032(NAD 83)
 GA0597_MARKER: DD = SURVEY DISK
 GA0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0597_STAMPING: LHT 799 1938
 GA0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0597+STABILITY: SURFACE MOTION
 GA0597
 GA0597  HISTORY     - Date     Condition        Report By
 GA0597  HISTORY     - 1938     MONUMENTED       TVA
 GA0597
 GA0597                          STATION DESCRIPTION
 GA0597
 GA0597'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0597'3.4 MI NW FROM ERWIN.
 GA0597'IN WASHINGTON COUNTY, 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0597'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0597'COUNTY, 500 FEET EAST OF NOLICHUCKY RIVER, ON THE DAVE TRIPLETT
 GA0597'PROPERTY, 200 FEET NORTHWEST OF A SPRING, 175 FEET NORTH OF AN
 GA0597'OLD STORE BUILDING, 60 FEET EAST OF THE SOUTHEAST EDGE OF THE
 GA0597'HOUSE, AT THE SOUTH EDGE OF THE YARD, AT THE NORTH EDGE OF A PLUM
 GA0597'ORCHARD, 25.9 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE,
 GA0597'AND 22 FEET SOUTHWEST OF THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 GA0597'STANDARD DISK, STAMPED LHT 799 1938 AND SET IN THE TOP OF A
 GA0597'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0599 ***********************************************************************
 GA0599  DESIGNATION -  LHT 800
 GA0599  PID         -  GA0599
 GA0599  STATE/COUNTY-  TN/WASHINGTON
 GA0599  USGS QUAD   -  ERWIN (1971)
 GA0599
 GA0599                         *CURRENT SURVEY CONTROL
 GA0599  ___________________________________________________________________
 GA0599* NAD 83(1986)-  36 10 30.     (N)    082 27 01.     (W)     SCALED    
 GA0599* NAVD 88     -       483.59   (+/-2cm)    1586.6    (feet)  VERTCON   
 GA0599  ___________________________________________________________________
 GA0599  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0599
 GA0599  VERT ORDER  -  ? (See Below)
 GA0599
 GA0599.The horizontal coordinates were scaled from a topographic map and have
 GA0599.an estimated accuracy of +/- 6 seconds.
 GA0599
 GA0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0599.The vertical order pertains to the NGVD 29 superseded value.
 GA0599
 GA0599.The geoid height was determined by GEOID03.
 GA0599
 GA0599;                    North         East    Units  Estimated Accuracy
 GA0599;SPC TN       -   210,120.      919,270.      MT  (+/- 180 meters Scaled)
 GA0599
 GA0599                          SUPERSEDED SURVEY CONTROL
 GA0599
 GA0599  NGVD 29 (??/??/92)  483.732  (m)         1587.04   (f) ADJ UNCH    ?  
 GA0599
 GA0599.Superseded values are not recommended for survey control.
 GA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0599.See file dsdata.txt to determine how the superseded data were derived.
 GA0599
 GA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA695043(NAD 83)
 GA0599_MARKER: DD = SURVEY DISK
 GA0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0599_STAMPING: LHT 800 1938
 GA0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0599+STABILITY: SURFACE MOTION
 GA0599
 GA0599  HISTORY     - Date     Condition        Report By
 GA0599  HISTORY     - 1938     MONUMENTED       TVA
 GA0599
 GA0599                          STATION DESCRIPTION
 GA0599
 GA0599'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0599'4.2 MI NW FROM ERWIN.
 GA0599'IN WASHINGTON COUNTY, 4.2 MILES NORTHWEST ALONG STATE HIGHWAY
 GA0599'81 FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN,
 GA0599'UNICOI COUNTY, 600 FEET NORTHWEST OF THE CHARLES TUCKER RESIDENCE,
 GA0599'ON THE DON FOUST PROPERTY, 150 FEET SOUTHWEST OF THE NORTH END
 GA0599'OF A ROCK FENCE, 63.7 FEET NORTHEAST OF A LONE 11-INCH PINE TREE,
 GA0599'40 FEET NORTHEAST OF A HART SCHAFFNER AND MARX SIGN, 15 FEET
 GA0599'NORTHWEST OF A BRACE POLE, 11 FEET NORTHEAST OF THE HIGHWAY, AND
 GA0599'4 FEET NORTH OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 GA0599'STANDARD DISK, STAMPED LHT 800 1938 AND SET IN THE TOP OF A
 GA0599'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0600 ***********************************************************************
 GA0600  DESIGNATION -  LHT 801
 GA0600  PID         -  GA0600
 GA0600  STATE/COUNTY-  TN/WASHINGTON
 GA0600  USGS QUAD   -  ERWIN (1971)
 GA0600
 GA0600                         *CURRENT SURVEY CONTROL
 GA0600  ___________________________________________________________________
 GA0600* NAD 83(1986)-  36 10 52.     (N)    082 27 12.     (W)     SCALED    
 GA0600* NAVD 88     -       470.05   (+/-2cm)    1542.2    (feet)  VERTCON   
 GA0600  ___________________________________________________________________
 GA0600  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0600
 GA0600  VERT ORDER  -  ? (See Below)
 GA0600
 GA0600.The horizontal coordinates were scaled from a topographic map and have
 GA0600.an estimated accuracy of +/- 6 seconds.
 GA0600
 GA0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0600.The vertical order pertains to the NGVD 29 superseded value.
 GA0600
 GA0600.The geoid height was determined by GEOID03.
 GA0600
 GA0600;                    North         East    Units  Estimated Accuracy
 GA0600;SPC TN       -   210,790.      918,970.      MT  (+/- 180 meters Scaled)
 GA0600
 GA0600                          SUPERSEDED SURVEY CONTROL
 GA0600
 GA0600  NGVD 29 (??/??/92)  470.196  (m)         1542.63   (f) ADJ UNCH    ?  
 GA0600
 GA0600.Superseded values are not recommended for survey control.
 GA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0600.See file dsdata.txt to determine how the superseded data were derived.
 GA0600
 GA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA693050(NAD 83)
 GA0600_MARKER: DD = SURVEY DISK
 GA0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0600_STAMPING: LHT 801 1938
 GA0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0600+STABILITY: SURFACE MOTION
 GA0600
 GA0600  HISTORY     - Date     Condition        Report By
 GA0600  HISTORY     - 1938     MONUMENTED       TVA
 GA0600
 GA0600                          STATION DESCRIPTION
 GA0600
 GA0600'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0600'4.8 MI NW FROM ERWIN.
 GA0600'IN WASHINGTON COUNTY, 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0600'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0600'COUNTY, 0.4 MILE EAST ACROSS NOLICHUCKY RIVER FROM EMBREEVILLE,
 GA0600'AT THE JUNCTION OF DRY CREEK ROAD, 30 FEET WEST OF THE JUNCTION,
 GA0600'32.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL HIGHWAY
 GA0600'BRIDGE ACROSS THE RIVER, 59 FEET SOUTHWEST OF A 4-INCH ELDER
 GA0600'TREE, AND 9 FEET SOUTH OF THE HIGHWAY.  A TENNESSEE VALLEY
 GA0600'AUTHORITY STANDARD DISK, STAMPED LHT 801 1938 AND SET IN THE TOP
 GA0600'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0602 ***********************************************************************
 GA0602  DESIGNATION -  LHT 802
 GA0602  PID         -  GA0602
 GA0602  STATE/COUNTY-  TN/WASHINGTON
 GA0602  USGS QUAD   -  ERWIN (1971)
 GA0602
 GA0602                         *CURRENT SURVEY CONTROL
 GA0602  ___________________________________________________________________
 GA0602* NAD 83(1986)-  36 11 35.     (N)    082 27 22.     (W)     SCALED    
 GA0602* NAVD 88     -       468.67   (+/-2cm)    1537.6    (feet)  VERTCON   
 GA0602  ___________________________________________________________________
 GA0602  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0602
 GA0602  VERT ORDER  -  ? (See Below)
 GA0602
 GA0602.The horizontal coordinates were scaled from a topographic map and have
 GA0602.an estimated accuracy of +/- 6 seconds.
 GA0602
 GA0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0602.The vertical order pertains to the NGVD 29 superseded value.
 GA0602
 GA0602.The geoid height was determined by GEOID03.
 GA0602
 GA0602;                    North         East    Units  Estimated Accuracy
 GA0602;SPC TN       -   212,110.      918,670.      MT  (+/- 180 meters Scaled)
 GA0602
 GA0602                          SUPERSEDED SURVEY CONTROL
 GA0602
 GA0602  NGVD 29 (??/??/92)  468.820  (m)         1538.12   (f) ADJ UNCH    ?  
 GA0602
 GA0602.Superseded values are not recommended for survey control.
 GA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0602.See file dsdata.txt to determine how the superseded data were derived.
 GA0602
 GA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA690063(NAD 83)
 GA0602_MARKER: DD = SURVEY DISK
 GA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0602_STAMPING: LHT 802 1938
 GA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0602+STABILITY: SURFACE MOTION
 GA0602
 GA0602  HISTORY     - Date     Condition        Report By
 GA0602  HISTORY     - 1938     MONUMENTED       TVA
 GA0602
 GA0602                          STATION DESCRIPTION
 GA0602
 GA0602'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0602'5.8 MI NW FROM ERWIN.
 GA0602'IN WASHINGTON COUNTY, 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0602'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0602'COUNTY, 1.0 MILE NORTH OF EMBREEVILLE, ON THE W.N. FORD PROPERTY,
 GA0602'18.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FORD CAFE,
 GA0602'ACROSS THE HIGHWAY FROM A WHITE HOUSE, 15.6 FEET NORTH OF A FENCE
 GA0602'CORNER, AND 20 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 GA0602'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 802 1938
 GA0602'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0603 ***********************************************************************
 GA0603  DESIGNATION -  LHT 803
 GA0603  PID         -  GA0603
 GA0603  STATE/COUNTY-  TN/WASHINGTON
 GA0603  USGS QUAD   -  ERWIN (1971)
 GA0603
 GA0603                         *CURRENT SURVEY CONTROL
 GA0603  ___________________________________________________________________
 GA0603* NAD 83(1986)-  36 11 55.     (N)    082 27 42.     (W)     SCALED    
 GA0603* NAVD 88     -       467.20   (+/-2cm)    1532.8    (feet)  VERTCON   
 GA0603  ___________________________________________________________________
 GA0603  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0603
 GA0603  VERT ORDER  -  ? (See Below)
 GA0603
 GA0603.The horizontal coordinates were scaled from a topographic map and have
 GA0603.an estimated accuracy of +/- 6 seconds.
 GA0603
 GA0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0603.The vertical order pertains to the NGVD 29 superseded value.
 GA0603
 GA0603.The geoid height was determined by GEOID03.
 GA0603
 GA0603;                    North         East    Units  Estimated Accuracy
 GA0603;SPC TN       -   212,700.      918,150.      MT  (+/- 180 meters Scaled)
 GA0603
 GA0603                          SUPERSEDED SURVEY CONTROL
 GA0603
 GA0603  NGVD 29 (??/??/92)  467.354  (m)         1533.31   (f) ADJ UNCH    ?  
 GA0603
 GA0603.Superseded values are not recommended for survey control.
 GA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0603.See file dsdata.txt to determine how the superseded data were derived.
 GA0603
 GA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA685069(NAD 83)
 GA0603_MARKER: DD = SURVEY DISK
 GA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0603_STAMPING: LHT 803 1938
 GA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0603+STABILITY: SURFACE MOTION
 GA0603
 GA0603  HISTORY     - Date     Condition        Report By
 GA0603  HISTORY     - 1938     MONUMENTED       TVA
 GA0603
 GA0603                          STATION DESCRIPTION
 GA0603
 GA0603'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0603'6.4 MI NW FROM ERWIN.
 GA0603'IN WASHINGTON COUNTY, 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0603'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0603'COUNTY, 1.6 MILES NORTH OF EMBREEVILLE, 85 FEET NORTHEAST OF A
 GA0603'CANE MILL, 60.2 FEET EAST OF A TWIN 8-INCH LOCUST TREE, 40 FEET
 GA0603'NORTH OF A CURVE SIGN ON THE HIGHWAY, 22 FEET SOUTHEAST OF A
 GA0603'LARGE IRON-PIPE CULVERT UNDER THE HIGHWAY, AT THE INTERSECTION
 GA0603'OF CARTERS LANE ROAD, 18 FEET SOUTH OF THE ROAD, 8 NORTHEAST OF
 GA0603'THE HIGHWAY, AND 16 FEET WEST OF A WIRE FENCE.  A TENNESSEE VALLEY
 GA0603'AUTHORITY STANDARD DISK, STAMPED LHT 803 1938 AND SET IN THE TOP
 GA0603'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1235 ***********************************************************************
 FB1235  DESIGNATION -  LHT 843
 FB1235  PID         -  FB1235
 FB1235  STATE/COUNTY-  TN/COCKE
 FB1235  USGS QUAD   -  HARTFORD (1968)
 FB1235
 FB1235                         *CURRENT SURVEY CONTROL
 FB1235  ___________________________________________________________________
 FB1235* NAD 83(1986)-  35 48 40.     (N)    083 08 37.     (W)     SCALED    
 FB1235* NAVD 88     -       385.52   (+/-2cm)    1264.8    (feet)  VERTCON   
 FB1235  ___________________________________________________________________
 FB1235  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB1235
 FB1235  VERT ORDER  -  ? (See Below)
 FB1235
 FB1235.The horizontal coordinates were scaled from a topographic map and have
 FB1235.an estimated accuracy of +/- 6 seconds.
 FB1235
 FB1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1235.The vertical order pertains to the NGVD 29 superseded value.
 FB1235
 FB1235.The geoid height was determined by GEOID03.
 FB1235
 FB1235;                    North         East    Units  Estimated Accuracy
 FB1235;SPC TN       -   167,730.      858,110.      MT  (+/- 180 meters Scaled)
 FB1235
 FB1235                          SUPERSEDED SURVEY CONTROL
 FB1235
 FB1235  NGVD 29 (??/??/92)  385.665  (m)         1265.30   (f) ADJ UNCH    ?  
 FB1235
 FB1235.Superseded values are not recommended for survey control.
 FB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1235.See file dsdata.txt to determine how the superseded data were derived.
 FB1235
 FB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV063651(NAD 83)
 FB1235_MARKER: DD = SURVEY DISK
 FB1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1235_SP_SET: CONCRETE POST
 FB1235_STAMPING: LHT 843 1938
 FB1235_MARK LOGO: TVA   
 FB1235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1235+STABILITY: SURFACE MOTION
 FB1235
 FB1235  HISTORY     - Date     Condition        Report By
 FB1235  HISTORY     - 1938     MONUMENTED       TVA
 FB1235  HISTORY     - 19901016 SEE DESCRIPTION  NCGS
 FB1235
 FB1235                          STATION DESCRIPTION
 FB1235
 FB1235'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1235'0.4 MI S FROM HARTFORD.
 FB1235'0.4 MILE SOUTH ALONG THE HARTFORD-WATERVILLE PIKE FROM HARTFORD,
 FB1235'COCKE COUNTY, 0.2 MILE SOUTH OF THE HARTFORD GAGING STATION, 500
 FB1235'FEET SOUTHEAST OF A STEEL BRIDGE OVER PIGEON RIVER, 225 FEET
 FB1235'EAST OF PIGEON RIVER, 100 FEET EAST OF THE PIKE, AT THE HARTFORD
 FB1235'SCHOOL, AT THE NORTH EDGE OF THE SCHOOL PROPERTY LINE, 63.5 FEET
 FB1235'SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, AND 14.7
 FB1235'FEET SOUTHEAST OF THE POINT OF AN ARROW ON A ROCK.  A TENNESSEE
 FB1235'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 843 1938 AND SET IN
 FB1235'THE TOP OF A CONCRETE POST.
 FB1235
 FB1235                          STATION RECOVERY (1990)
 FB1235
 FB1235'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB1235'STATION WAS NOT FOUND-MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1236 ***********************************************************************
 FB1236  DESIGNATION -  LHT 844
 FB1236  PID         -  FB1236
 FB1236  STATE/COUNTY-  TN/COCKE
 FB1236  USGS QUAD   -  HARTFORD (1968)
 FB1236
 FB1236                         *CURRENT SURVEY CONTROL
 FB1236  ___________________________________________________________________
 FB1236* NAD 83(1986)-  35 48 14.     (N)    083 08 07.     (W)     SCALED    
 FB1236* NAVD 88     -       394.83   (+/-2cm)    1295.4    (feet)  VERTCON   
 FB1236  ___________________________________________________________________
 FB1236  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB1236
 FB1236  VERT ORDER  -  ? (See Below)
 FB1236
 FB1236.The horizontal coordinates were scaled from a topographic map and have
 FB1236.an estimated accuracy of +/- 6 seconds.
 FB1236
 FB1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1236.The vertical order pertains to the NGVD 29 superseded value.
 FB1236
 FB1236.The geoid height was determined by GEOID03.
 FB1236
 FB1236;                    North         East    Units  Estimated Accuracy
 FB1236;SPC TN       -   166,950.      858,880.      MT  (+/- 180 meters Scaled)
 FB1236
 FB1236                          SUPERSEDED SURVEY CONTROL
 FB1236
 FB1236  NGVD 29 (??/??/92)  394.977  (m)         1295.85   (f) ADJ UNCH    ?  
 FB1236
 FB1236.Superseded values are not recommended for survey control.
 FB1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1236.See file dsdata.txt to determine how the superseded data were derived.
 FB1236
 FB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV070643(NAD 83)
 FB1236_MARKER: DD = SURVEY DISK
 FB1236_SETTING: 66 = SET IN ROCK OUTCROP
 FB1236_SP_SET: ROCK OUTCROP
 FB1236_STAMPING: LHT 844 1938
 FB1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1236+STABILITY: POSITION/ELEVATION WELL
 FB1236
 FB1236  HISTORY     - Date     Condition        Report By
 FB1236  HISTORY     - 1938     MONUMENTED       TVA
 FB1236
 FB1236                          STATION DESCRIPTION
 FB1236
 FB1236'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1236'1.1 MI SE FROM HARTFORD.
 FB1236'1.1 MILES SOUTHEAST ALONG THE HARTFORD-WATERVILLE PIKE FROM
 FB1236'HARTFORD, COCKE COUNTY, 700 FEET NORTH OF NAILLON ISLAND IN
 FB1236'PIGEON RIVER, 500 FEET NORTHEAST OF A LOG BARN, 80 FEET NORTHWEST
 FB1236'OF PIGEON RIVER, AT THE NORTHWEST EDGE OF WATERTANK BRANCH, 15.4
 FB1236'FEET NORTHEAST OF THE NORTHWEST CORNER OF A BRIDGE OVER THE
 FB1236'BRANCH, 20 FEET NORTHEAST OF THE PIKE, 13.6 FEET SOUTHWEST OF A
 FB1236'9-INCH PERSIMMON TREE, AND IN THE TOP OF A ROCK OUTCROP.  A
 FB1236'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 844 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1237 ***********************************************************************
 FB1237  DESIGNATION -  LHT 845
 FB1237  PID         -  FB1237
 FB1237  STATE/COUNTY-  TN/COCKE
 FB1237  USGS QUAD   -  WATERVILLE (1968)
 FB1237
 FB1237                         *CURRENT SURVEY CONTROL
 FB1237  ___________________________________________________________________
 FB1237* NAD 83(1986)-  35 47 50.     (N)    083 07 17.     (W)     SCALED    
 FB1237* NAVD 88     -       404.92   (+/-2cm)    1328.5    (feet)  VERTCON   
 FB1237  ___________________________________________________________________
 FB1237  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FB1237
 FB1237  VERT ORDER  -  ? (See Below)
 FB1237
 FB1237.The horizontal coordinates were scaled from a topographic map and have
 FB1237.an estimated accuracy of +/- 6 seconds.
 FB1237
 FB1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1237.The vertical order pertains to the NGVD 29 superseded value.
 FB1237
 FB1237.The geoid height was determined by GEOID03.
 FB1237
 FB1237;                    North         East    Units  Estimated Accuracy
 FB1237;SPC TN       -   166,240.      860,160.      MT  (+/- 180 meters Scaled)
 FB1237
 FB1237                          SUPERSEDED SURVEY CONTROL
 FB1237
 FB1237  NGVD 29 (??/??/92)  405.056  (m)         1328.92   (f) ADJ UNCH    ?  
 FB1237
 FB1237.Superseded values are not recommended for survey control.
 FB1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1237.See file dsdata.txt to determine how the superseded data were derived.
 FB1237
 FB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV083635(NAD 83)
 FB1237_MARKER: DD = SURVEY DISK
 FB1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1237_SP_SET: BRIDGE
 FB1237_STAMPING: LHT 845 1938
 FB1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1237
 FB1237  HISTORY     - Date     Condition        Report By
 FB1237  HISTORY     - 1938     MONUMENTED       TVA
 FB1237
 FB1237                          STATION DESCRIPTION
 FB1237
 FB1237'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1237'2.2 MI SE FROM HARTFORD.
 FB1237'2.2 MILES SOUTHEAST ALONG THE HARTFORD-WATERVILLE PIKE FROM
 FB1237'HARTFORD, COCKE COUNTY, 125 FEET EAST OF THE JUNCTION OF AN OLD
 FB1237'ROAD, AT A STEEL BRIDGE (THE OLD TENNESSEE AND NORTH CAROLINA
 FB1237'RAILWAY BRIDGE) OVER PIGEON RIVER, IN THE TOP OF THE SOUTHWEST
 FB1237'ABUTMENT, ON THE DOWNSTREAM SIDE, AND 3 FEET BELOW THE FLOOR OF
 FB1237'THE BRIDGE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1237'LHT 845 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1238 ***********************************************************************
 FB1238  DESIGNATION -  LHT 846
 FB1238  PID         -  FB1238
 FB1238  STATE/COUNTY-  TN/COCKE
 FB1238  USGS QUAD   -  WATERVILLE (1968)
 FB1238
 FB1238                         *CURRENT SURVEY CONTROL
 FB1238  ___________________________________________________________________
 FB1238* NAD 83(1986)-  35 47 04.     (N)    083 06 48.     (W)     SCALED    
 FB1238* NAVD 88     -       417.67   (+/-2cm)    1370.3    (feet)  VERTCON   
 FB1238  ___________________________________________________________________
 FB1238  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB1238
 FB1238  VERT ORDER  -  ? (See Below)
 FB1238
 FB1238.The horizontal coordinates were scaled from a topographic map and have
 FB1238.an estimated accuracy of +/- 6 seconds.
 FB1238
 FB1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1238.The vertical order pertains to the NGVD 29 superseded value.
 FB1238
 FB1238.The geoid height was determined by GEOID03.
 FB1238
 FB1238;                    North         East    Units  Estimated Accuracy
 FB1238;SPC TN       -   164,850.      860,930.      MT  (+/- 180 meters Scaled)
 FB1238
 FB1238                          SUPERSEDED SURVEY CONTROL
 FB1238
 FB1238  NGVD 29 (??/??/92)  417.795  (m)         1370.72   (f) ADJ UNCH    ?  
 FB1238
 FB1238.Superseded values are not recommended for survey control.
 FB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1238.See file dsdata.txt to determine how the superseded data were derived.
 FB1238
 FB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV089621(NAD 83)
 FB1238_MARKER: DD = SURVEY DISK
 FB1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1238_STAMPING: LHT 846 1938
 FB1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1238+STABILITY: SURFACE MOTION
 FB1238
 FB1238  HISTORY     - Date     Condition        Report By
 FB1238  HISTORY     - 1938     MONUMENTED       TVA
 FB1238
 FB1238                          STATION DESCRIPTION
 FB1238
 FB1238'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1238'3.5 MI SE FROM HARTFORD.
 FB1238'3.5 MILES SOUTHEAST ALONG THE HARTFORD-WATERVILLE PIKE FROM
 FB1238'HARTFORD, COCKE COUNTY, AT BROWNS, 75 FEET SOUTHWEST OF PIGEON
 FB1238'RIVER, 80 FEET NORTHWEST OF TOBES CREEK, ON THE PROPERTY OF LARKIN
 FB1238'BROWN, 37 FEET SOUTHWEST OF THE PIKE, 3 FEET SOUTHEAST OF AN OLD
 FB1238'ROAD LEADING SOUTHWEST, 17 FEET SOUTHEAST OF THE POINT OF ROCK
 FB1238'BLUFF, AT A STORE BUILDING, 15.7 FEET NORTHEAST OF THE SOUTHWEST
 FB1238'CORNER OF THE BUILDING, 8.3 FEET SOUTHWEST OF THE NORTHWEST
 FB1238'CORNER, AND 2 FEET NORTHWEST OF AN OLD STOREHOUSE.  A TENNESSEE
 FB1238'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 846 1938 AND SET IN
 FB1238'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0593 ***********************************************************************
 FC0593  DESIGNATION -  LHT 99 RESET
 FC0593  PID         -  FC0593
 FC0593  STATE/COUNTY-  TN/BRADLEY
 FC0593  USGS QUAD   -  CHARLESTON (1980)
 FC0593
 FC0593                         *CURRENT SURVEY CONTROL
 FC0593  ___________________________________________________________________
 FC0593* NAD 83(1986)-  35 16 21.     (N)    084 49 06.     (W)     SCALED    
 FC0593* NAVD 88     -       232.751  (meters)     763.62   (feet)  ADJUSTED  
 FC0593  ___________________________________________________________________
 FC0593  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0593  DYNAMIC HT  -         232.523 (meters)     762.87  (feet)  COMP
 FC0593  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 FC0593
 FC0593  VERT ORDER  -  SECOND    CLASS 0
 FC0593
 FC0593.The horizontal coordinates were scaled from a topographic map and have
 FC0593.an estimated accuracy of +/- 6 seconds.
 FC0593
 FC0593.The orthometric height was determined by differential leveling
 FC0593.and adjusted by the National Geodetic Survey in June 1991..
 FC0593
 FC0593.The geoid height was determined by GEOID03.
 FC0593
 FC0593.The dynamic height is computed by dividing the NAVD 88
 FC0593.geopotential number by the normal gravity value computed on the
 FC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0593.degrees latitude (g = 980.6199 gals.).
 FC0593
 FC0593.The modeled gravity was interpolated from observed gravity values.
 FC0593
 FC0593;                    North         East    Units  Estimated Accuracy
 FC0593;SPC TN       -   104,850.      707,510.      MT  (+/- 180 meters Scaled)
 FC0593
 FC0593                          SUPERSEDED SURVEY CONTROL
 FC0593
 FC0593  NGVD 29 (??/??/92)  232.794  (m)          763.76   (f) ADJ UNCH    2 0
 FC0593
 FC0593.Superseded values are not recommended for survey control.
 FC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0593.See file dsdata.txt to determine how the superseded data were derived.
 FC0593
 FC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE984054(NAD 83)
 FC0593_MARKER: DD = SURVEY DISK
 FC0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0593_STAMPING: LHT 99 1937 RESET 1961
 FC0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0593+STABILITY: SURFACE MOTION
 FC0593
 FC0593  HISTORY     - Date     Condition        Report By
 FC0593  HISTORY     - 1961     MONUMENTED       TVA
 FC0593
 FC0593                          STATION DESCRIPTION
 FC0593
 FC0593'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FC0593'4.4 MI W FROM CHARLESTON.
 FC0593'FROM THE CHARLESTON GRADE SCHOOL ON U.S. HWY. 11 GO WEST ON AN
 FC0593'OILED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT CONTINUE AHEAD FOR
 FC0593'0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 2.9 MILES TO
 FC0593'HENEGAR CHURCH AND THE MARK ON THE RIGHT.  300 FEET WEST OF THE
 FC0593'HENEGAR CHURCH, 41 FEET EAST OF A DRIVEWAY LEADING CEMETERY, 23
 FC0593'FEET NORTH OF THE CENTER OF THE ROAD, 2.3 FEET WEST OF A WITNESS
 FC0593'SIGN.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FC0593'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- BENCH
 FC0593'MARK N 243 1961 IS ABOUT 0.9 MILE SOUTHWEST ALONG THE OILED ROAD
 FC0593'FROM THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0998 ***********************************************************************
 FD0998  DESIGNATION -  LIBERTY
 FD0998  PID         -  FD0998
 FD0998  STATE/COUNTY-  TN/WAYNE
 FD0998  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0998
 FD0998                         *CURRENT SURVEY CONTROL
 FD0998  ___________________________________________________________________
 FD0998* NAD 83(1986)-  35 20 12.     (N)    087 42 22.     (W)     SCALED    
 FD0998* NAVD 88     -       294.083  (meters)     964.84   (feet)  ADJUSTED  
 FD0998  ___________________________________________________________________
 FD0998  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0998  DYNAMIC HT  -         293.804 (meters)     963.92  (feet)  COMP
 FD0998  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD0998
 FD0998  VERT ORDER  -  SECOND    CLASS 0
 FD0998
 FD0998.The horizontal coordinates were scaled from a topographic map and have
 FD0998.an estimated accuracy of +/- 6 seconds.
 FD0998
 FD0998.The orthometric height was determined by differential leveling
 FD0998.and adjusted by the National Geodetic Survey in June 1991..
 FD0998
 FD0998.The geoid height was determined by GEOID03.
 FD0998
 FD0998.The dynamic height is computed by dividing the NAVD 88
 FD0998.geopotential number by the normal gravity value computed on the
 FD0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0998.degrees latitude (g = 980.6199 gals.).
 FD0998
 FD0998.The modeled gravity was interpolated from observed gravity values.
 FD0998
 FD0998;                    North         East    Units  Estimated Accuracy
 FD0998;SPC TN       -   112,670.      444,900.      MT  (+/- 180 meters Scaled)
 FD0998
 FD0998                          SUPERSEDED SURVEY CONTROL
 FD0998
 FD0998  NGVD 29 (??/??/92)  294.047  (m)          964.72   (f) ADJ UNCH    2 0
 FD0998
 FD0998.Superseded values are not recommended for survey control.
 FD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0998.See file dsdata.txt to determine how the superseded data were derived.
 FD0998
 FD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD0998_MARKER: DD = SURVEY DISK
 FD0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0998_STAMPING: LIBERTY 1962
 FD0998_MARK LOGO: TNHD  
 FD0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0998+STABILITY: SURFACE MOTION
 FD0998
 FD0998  HISTORY     - Date     Condition        Report By
 FD0998  HISTORY     - 1962     MONUMENTED       TNHD
 FD0998
 FD0998                          STATION DESCRIPTION
 FD0998
 FD0998'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0998'4 MI E FROM WAYNESBORO.
 FD0998'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0998'HIGHWAY 64 FOR 3.8 MILES TO THE WAYNE COUNTY CEMETERY AND A
 FD0998'TRIANGLE INTERSECTION ON THE LEFT.  THE STATION MARK IS IN THE
 FD0998'WEST EDGE OF THE TRIANGLE INTERSECTION AND ACROSS A PAVED ROAD
 FD0998'FROM THE SOUTHEAST CORNER OF THE WAYNE COUNTY CEMETERY.  IT
 FD0998'IS 33 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD AND 63
 FD0998'FEET WEST OF THE CENTERLINE OF A PAVED ROAD.  THE STATION MARK
 FD0998'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0998'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2095 ***********************************************************************
 FB2095  DESIGNATION -  LIBERTY
 FB2095  PID         -  FB2095
 FB2095  STATE/COUNTY-  TN/KNOX
 FB2095  USGS QUAD   -  KNOXVILLE (1978)
 FB2095
 FB2095                         *CURRENT SURVEY CONTROL
 FB2095  ___________________________________________________________________
 FB2095* NAD 83(1995)-  35 57 40.50846(N)    083 57 54.68386(W)     ADJUSTED  
 FB2095* NAVD 88     -       277.354  (meters)     909.95   (feet)  ADJUSTED  
 FB2095  ___________________________________________________________________
 FB2095  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FB2095  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2095  DYNAMIC HT  -         277.097 (meters)     909.11  (feet)  COMP
 FB2095  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB2095
 FB2095  HORZ ORDER  -  SECOND
 FB2095  VERT ORDER  -  SECOND    CLASS 0
 FB2095
 FB2095.The horizontal coordinates were established by classical geodetic methods
 FB2095.and adjusted by the National Geodetic Survey in April 1999..
 FB2095
 FB2095.The orthometric height was determined by differential leveling
 FB2095.and adjusted by the National Geodetic Survey in June 1991..
 FB2095
 FB2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2095
 FB2095.The geoid height was determined by GEOID03.
 FB2095
 FB2095.The dynamic height is computed by dividing the NAVD 88
 FB2095.geopotential number by the normal gravity value computed on the
 FB2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2095.degrees latitude (g = 980.6199 gals.).
 FB2095
 FB2095.The modeled gravity was interpolated from observed gravity values.
 FB2095
 FB2095;                    North         East     Units Scale Factor Converg.
 FB2095;SPC TN       -   182,524.291   783,533.439   MT  0.99995086   +1 11 28.5
 FB2095;SPC TN       -   598,831.78  2,570,642.62   sFT  0.99995086   +1 11 28.5
 FB2095;UTM  17      - 3,983,716.375   232,586.457   MT  1.00048124   -1 44 32.3
 FB2095;UTM  16      - 3,983,909.663   773,693.995   MT  1.00052313   +1 46 59.7
 FB2095
 FB2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2095!SPC TN       -   0.99996129  x   0.99995086  =   0.99991215
 FB2095!UTM  17      -   0.99996129  x   1.00048124  =   1.00044251
 FB2095!UTM  16      -   0.99996129  x   1.00052313  =   1.00048440
 FB2095
 FB2095|---------------------------------------------------------------------|
 FB2095| PID    Reference Object                     Distance      Geod. Az  |
 FB2095|                                                           dddmmss.s |
 FB2095| FB2096 LIBERTY RM 1                         15.391 METERS 06718     |
 FB2095| FB2094 LIBERTY RM 2                         27.204 METERS 15250     |
 FB2095| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 1.5 KM 2703501.7 |
 FB2095|---------------------------------------------------------------------|
 FB2095
 FB2095                          SUPERSEDED SURVEY CONTROL
 FB2095
 FB2095  NAD 83(1995)-  35 57 40.51594(N)    083 57 54.68165(W) AD(       ) 2
 FB2095  NAD 83(1986)-  35 57 40.52165(N)    083 57 54.67990(W) AD(       ) 2
 FB2095  NAD 27      -  35 57 40.22540(N)    083 57 55.01600(W) AD(       ) 2
 FB2095  NGVD 29 (??/??/92)  277.486  (m)          910.39   (f) ADJ UNCH    2 0
 FB2095
 FB2095.Superseded values are not recommended for survey control.
 FB2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2095.See file dsdata.txt to determine how the superseded data were derived.
 FB2095
 FB2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3258683716(NAD 83)
 FB2095_MARKER: DE = TRAVERSE STATION DISK
 FB2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2095_STAMPING: LIBERTY 1960
 FB2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2095+STABILITY: SURFACE MOTION
 FB2095
 FB2095  HISTORY     - Date     Condition        Report By
 FB2095  HISTORY     - 1960     MONUMENTED       CGS
 FB2095  HISTORY     - 1961     GOOD             NGS
 FB2095  HISTORY     - 1969     SEE DESCRIPTION  CGS
 FB2095  HISTORY     - 1981     GOOD             LOCSUR
 FB2095  HISTORY     - 1982     GOOD             LOCSUR
 FB2095
 FB2095                          STATION DESCRIPTION
 FB2095
 FB2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2095'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE DOWNTOWN SECTION OF
 FB2095'KNOXVILLE.
 FB2095'
 FB2095'THE STATION CAN BE REACHED AS DESCRIBED BELOW.
 FB2095'
 FB2095'STATION MARK IS 50 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 FB2095'MIDDLEBROOK PIKE AND LIBERTY STREET, 26 FEET NORTH OF THE NORTH
 FB2095'RAIL OF THE RAILROAD TRACKS AND 20 FEET SOUTH OF A POWERLINE POLE.
 FB2095'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND
 FB2095'IS STAMPED LIBERTY 1960.
 FB2095'
 FB2095'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF MIDDLEBROOK
 FB2095'PIKE, 29 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS
 FB2095'AND 16 FEET SOUTH OF A POWERLINE POLE.  THE MARK IS A STANDARD DISK
 FB2095'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LIBERTY NO 1
 FB2095'1960.
 FB2095'
 FB2095'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FB2095'THE NORTHEAST CORNER OF THE STEPS LEADING TO A CHURCH.  THE
 FB2095'MARK IS SET FLUSH WITH THE STEP, AND IS STAMPED LIBERTY NO 2 1960.
 FB2095'
 FB2095'KNOXVILLE, RADIO STATION WIVK MAST WILL SERVE AS THE AZIMUTH MARK.
 FB2095'SEE DESCRIPTION THEREOF.
 FB2095'
 FB2095'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 FB2095
 FB2095                          STATION RECOVERY (1961)
 FB2095
 FB2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2095'IN KNOXVILLE.
 FB2095'THIS STATION IS 0.9 MILE EAST ALONG PAPERMILL ROAD FROM B.M. Q
 FB2095'234, AT THE INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET.
 FB2095'THE STATION MARK IS 26 FT. NORTH OF THE NORTH RAIL OF THE
 FB2095'RAILROAD TRACKS, 50 FT. SOUTH OF THE CENTER OF THE INTERSECTION
 FB2095'OF MIDDLEBROOK PIKE AND LIBERTY STREET, AND 20 FT. SOUTH OF A
 FB2095'POWER LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FB2095'WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 FB2095
 FB2095                          STATION RECOVERY (1969)
 FB2095
 FB2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FB2095'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FB2095'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER, THE
 FB2095'DIRECTION OF REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR BY 02 MIN
 FB2095'38 SEC ALTHOUGH THE HORIZONTAL MEASURED DISTANCE TO THE MARK
 FB2095'FROM THE STATION CHECKED THE 1960 MEASUREMENT FLAT.  A NEW SURFACE
 FB2095'STATION MARK WAS ESTABLISHED IN ITS EXACT, ORIGINAL
 FB2095'HORIZONTAL POSITION AND THE STATION WAS OCCUPIED AND ALL HORIZONTAL
 FB2095'ANGLES OBSERVED. ALL MARKS AT THIS STATION WERE BENCH MARKS AND AN
 FB2095'ELEVATION WAS TRANSFERRED TO THE NEW STATION MARK FROM LIBERTY R.M. 1
 FB2095'1960.
 FB2095'
 FB2095'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB2095'
 FB2095'THE STATION IS LOCATED ABOUT 3 MILES WEST OF DOWNTOWN KNOXVILLE NEAR
 FB2095'THE INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET.  NO
 FB2095'STATION TO-REACH IS DEEMED NECESSARY, AS THESE TWO STREETS ARE MAIN
 FB2095'THOROUGHFARES.
 FB2095'
 FB2095'THE STATION IS IN A NARROW STRIP OF LAND BETWEEN THE LOUISVILLE AND
 FB2095'NASHVILLE RAILROAD TRACKS AND MIDDLEBROOK PIKE, 50 FEET
 FB2095'SOUTH-SOUTHEAST OF THE APPROXIMATE INTERSECTION OF MIDDLEBROOK PIKE
 FB2095'AND LIBERTY STREET, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF MID-
 FB2095'DLEBROOK PIKE, 32 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY STREE
 FB2095'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 20 FEET SOUTH OF A
 FB2095'GUYED UTILITY POLE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST
 FB2095'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 FB2095'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FB2095'LIBERTY 1960 1969.
 FB2095'
 FB2095'REFERENCE MARK NO. 1 IS IN THE SAME NARROW STRIP OF LAND AS THE
 FB2095'STATION MARK, 83 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY
 FB2095'STREET, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF MIDDLEBROOK PIKE,
 FB2095'29.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 16.5
 FB2095'FEET SOUTH OF A GUYED TELEPHONE POLE, AND 0.7 OF A FOOT NORTH OF A
 FB2095'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FB2095'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FB2095'STAMPED LIBERTY NO 1 1960.
 FB2095'
 FB2095'REFERENCE MARK NO. 2 IS ACROSS THE RAILROAD TRACKS SOUTH-SOUTHEAST OF
 FB2095'THE STATION, 72 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY
 FB2095'STREET, 57 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 50
 FB2095'FEET EAST OF UTILITY POLE NO. S811 40A, 2.7 FEET NORTH-NORTHWEST OF
 FB2095'THE NORTHWEST CORNER OF A CHURCH BUILDING, 1.1 FEET WEST OF THE EAST
 FB2095'EDGE OF THE CONCRETE LANDING AT THE BOTTOM OF A FLIGHT OF
 FB2095'STEPS LEADING INTO A CHURCH BUILDING, AND 0.7 OF A FOOT SOUTH OF THE
 FB2095'NORTH EDGE OF THE CONCRETE LANDING.  IT IS A STANDARD DISK CEMENTED
 FB2095'IN A DRILL HOLE IN THE PORCH LANDING AT THE NORTH ENTRANCE INTO THE
 FB2095'HOUSE OF FAITH CHURCH AND THE DISK IS STAMPED LIBERTY NO 2 1960.
 FB2095'
 FB2095'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FB2095'REFERENCE MARK NO. 2 IS 99.09 FEET - (30.203) METERS.
 FB2095'
 FB2095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-IN WEST KNOXVILLE
 FB2095
 FB2095                          STATION RECOVERY (1981)
 FB2095
 FB2095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FB2095'RECOVERED IN GOOD CONDITION.
 FB2095
 FB2095                          STATION RECOVERY (1982)
 FB2095
 FB2095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2095'LIBERTY 1960 1969 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB2095'DESCRIBED.  (CITY BLOCK 23762).
 FB2095'
 FB2095'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1466 ***********************************************************************
 GD1466  DESIGNATION -  LIBERTY
 GD1466  PID         -  GD1466
 GD1466  STATE/COUNTY-  TN/HENRY
 GD1466  USGS QUAD   -  PARIS LANDING (1981)
 GD1466
 GD1466                         *CURRENT SURVEY CONTROL
 GD1466  ___________________________________________________________________
 GD1466* NAD 83(1995)-  36 27 53.10286(N)    088 05 33.69572(W)     ADJUSTED  
 GD1466* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GD1466  ___________________________________________________________________
 GD1466  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GD1466  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD1466
 GD1466  HORZ ORDER  -  SECOND
 GD1466
 GD1466.The horizontal coordinates were established by classical geodetic methods
 GD1466.and adjusted by the National Geodetic Survey in April 1999..
 GD1466
 GD1466.The orthometric height was scaled from a topographic map.
 GD1466
 GD1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1466
 GD1466.The geoid height was determined by GEOID03.
 GD1466
 GD1466;                    North         East     Units Scale Factor Converg.
 GD1466;SPC TN       -   238,489.803   412,440.991   MT  1.00000888   -1 13 30.5
 GD1466;SPC TN       -   782,445.30  1,353,150.15   sFT  1.00000888   -1 13 30.5
 GD1466;UTM  16      - 4,036,052.991   402,097.472   MT  0.99971809   -0 38 58.1
 GD1466
 GD1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1466!SPC TN       -   0.99997753  x   1.00000888  =   0.99998641
 GD1466!UTM  16      -   0.99997753  x   0.99971809  =   0.99969563
 GD1466
 GD1466|---------------------------------------------------------------------|
 GD1466| PID    Reference Object                     Distance      Geod. Az  |
 GD1466|                                                           dddmmss.s |
 GD1466| CG3695 LIBERTY RM 1                                       00214     |
 GD1466| GD1470 EAGLE                               APPROX. 9.4 KM 2061225.4 |
 GD1466| CG3697 LIBERTY RM 3                         59.035 METERS 25923     |
 GD1466| CG3696 LIBERTY RM 2                                       26223     |
 GD1466| CG3698 LIBERTY RM 4                         35.193 METERS 32412     |
 GD1466| CG3694 LIBERTY AZ MK                                      3573235.9 |
 GD1466|---------------------------------------------------------------------|
 GD1466
 GD1466                          SUPERSEDED SURVEY CONTROL
 GD1466
 GD1466  NAD 83(1995)-  36 27 53.10600(N)    088 05 33.69672(W) AD(       ) 2
 GD1466  NAD 83(1995)-  36 27 53.10787(N)    088 05 33.70306(W) AD(       ) 2
 GD1466  NAD 83(1986)-  36 27 53.11165(N)    088 05 33.69735(W) AD(       ) 2
 GD1466  NAD 27      -  36 27 52.91800(N)    088 05 33.57300(W) AD(       ) 2
 GD1466
 GD1466.Superseded values are not recommended for survey control.
 GD1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1466.See file dsdata.txt to determine how the superseded data were derived.
 GD1466
 GD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0209736053(NAD 83)
 GD1466_MARKER: DS = TRIANGULATION STATION DISK
 GD1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1466
 GD1466  HISTORY     - Date     Condition        Report By
 GD1466  HISTORY     - 1934     MONUMENTED       CGS
 GD1466  HISTORY     - 1951     GOOD             CGS
 GD1466  HISTORY     - 1968     GOOD             CGS
 GD1466  HISTORY     - 1969     GOOD             CGS
 GD1466  HISTORY     - 1971     GOOD             TVA
 GD1466  HISTORY     - 1985     GOOD             USPSQD
 GD1466  HISTORY     - 20000121 GOOD             WOOLPT
 GD1466
 GD1466                          STATION DESCRIPTION
 GD1466
 GD1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1466'ABOUT 9-3/4 MILES NORTH-NORTHEAST OF ELKHORN AND ABOUT 2 MILES
 GD1466'NORTHWEST OF TENNESSEE RIVER BRIDGE ON ROUTE 76.  TO REACH FROM
 GD1466'COURTHOUSE IN PARIS, FOLLOW ROUTE 76 EAST 16.5 MILES, TURN LEFT
 GD1466'AROUND STANDARD OIL STATION 1.0 MILE WEST OF WEST END OF TENNESSEE
 GD1466'RIVER BRIDGE, GO 2.15 MILES TO CROSSROAD WHITE SCHOOL ON LEFT,
 GD1466'TURN RIGHT AND GO 1.0 MILE TO FIELD ON RIGHT AND TRIANGLE-BLAZED
 GD1466'TREE ON LEFT.  STATION IS ON HIGHEST PART OF CULTIVATED FIELD
 GD1466'BELONGING TO JOHN LEE, ABOUT 50 YARDS SOUTHEAST OF RIDGE ROAD, AND
 GD1466'ABOUT 50 YARDS SOUTHEAST OF BLAZED TREE.  SURFACE AND UNDERGROUND
 GD1466'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 GD1466'UPPER MARK PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND
 GD1466'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 GD1466'NO. 1 IS 12 FEET EAST OF CENTER OF ROAD AND 211.33 FEET
 GD1466'SLOPE DISTANCE FROM STATION N 02 DEG 14 MIN E.  NO. 2 IS 10
 GD1466'FEET EAST OF CENTER LINE OF ROAD AND 208.61 FEET SLOPE DISTANCE
 GD1466'FROM STATION S 82 DEG 23 MIN W.  AZIMUTH MARK IS ON WEST
 GD1466'SIDE OF ROAD, AT SHARP CURVE TO RIGHT, AND 0.2 MILE FROM STATION
 GD1466'N 02 DEG 27 MIN W.
 GD1466
 GD1466                          STATION RECOVERY (1951)
 GD1466
 GD1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (AS)
 GD1466'TO REACH FROM COURTHOUSE IN PARIS FOLLOW HIGHWAY 79 EAST 17 MILES TO
 GD1466'INTERSECTION OF TENN. HWY. 119.  GO 2 MILES NORTH ON HWY. 119 TO
 GD1466'INTERSECTION OF CYPRESS CREEK CABIN SITE ROAD, GO 1.0 MILE EAST ON
 GD1466'CABIN SITE ROAD.  STATION IS HIGHEST PART OF CULTIVATED FIELD, 150
 GD1466'FEET SOUTH OF CABIN SITE ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 GD1466'STANDARD DISKS SET IN CONCRETE.  REFERENCE MARKS HAVE BEEN
 GD1466'DESTROYED.  AZIMUTH MARK GOOD.  AZIMUTH MARK IS 700 FEET NORTH OF
 GD1466'STATION AND 15 FEET WEST OF CABIN SITE ROAD CYPRESS CREEK CABIN
 GD1466'SITE.
 GD1466
 GD1466                          STATION RECOVERY (1968)
 GD1466
 GD1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1466'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GD1466'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE REPORTED DESTROYED
 GD1466'IN A 1951 RECOVERY NOTE.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1466'NO. 2 WAS FOUND IN A WILD PLUM THICKET AND THE DISK WAS REMOVED.
 GD1466'THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 WAS NOT FOUND,
 GD1466'AND IS THOUGHT TO BE COVERED BY FILL IN THE NEARBY ROAD.
 GD1466'
 GD1466'AT THE PRESENT TIME THERE IS CONSIDERABLE CLEARING AND GRADING BEING
 GD1466'DONE NEAR THE STATION SITE, AND NO NEW REFERENCE MARKS WILL BE
 GD1466'ESTABLISHED UNTIL SUCH TIME AS THIS WORK IS COMPLETED.  THE STATION
 GD1466'MARK AND THE AZIMUTH MARK ARE IN NO DANGER OF BEING DESTROYED BY
 GD1466'THIS WORK.
 GD1466'
 GD1466'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION FOR USE UNTIL SUCH TIME
 GD1466'AS THE NEW REFERENCE MARKS ARE ESTABLISHED, AT WHICH TIME A NEW ONE
 GD1466'WILL BE WRITTEN.
 GD1466'
 GD1466'THE STATION IS LOCATED NEAR THE SUMMIT OF A LOW HILL IN AN OLD
 GD1466'ABANDONED FIELD, ABOUT 10 MILES NORTH-NORTHEAST OF ELKHORN, 2 MILES
 GD1466'NORTH-NORTHWEST OF THE WEST END OF THE PARIS LANDING BRIDGE OVER
 GD1466'KENTUCKY LAKE ON THE TENNESSEE RIVER, AND 2 MILES NORTH OF THE
 GD1466'PARIS LANDING STATE PARK HEADQUARTERS.
 GD1466'
 GD1466'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1466'STREET, HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1466'OFFICE IN THE SOUTHEAST ANGLE, IN PARIS, GO EASTERLY ON STATE
 GD1466'ROUTES 54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79
 GD1466'AND STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S.
 GD1466'HIGHWAY 79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON
 GD1466'THE LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE
 GD1466'76 FOR 9.75 MILES TO THE JUNCTION WITH STATE ROUTE 119 AT THE
 GD1466'ENTRANCE INTO PARIS LANDING STATE PARK.  HERE TURN LEFT AND GO
 GD1466'NORTHWESTERLY ON STATE ROUTE 119 FOR 2.0 MILES TO CYPRESS CREEK
 GD1466'ACCESS ROAD ON THE RIGHT AT SIGNS, LAKE ACCESS CYPRESS CREEK 3 MILES,
 GD1466'ON THE LEFT AND SHAMROCK WATER EDGE RESORT, ON THE RIGHT.  HERE
 GD1466'TURN RIGHT ON CYPRESS CREEK ACCESS ROAD AND GO NORTHEASTERLY AND
 GD1466'EAST FOR 0.85 OF A MILE TO A POINT WHERE THE ROAD CURVES LEFT,
 GD1466'NORTH, AND THE STATION ON THE RIGHT ABOUT 40 YARDS AS DESCRIBED.
 GD1466'
 GD1466'THE STATION IS 135 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GD1466'CYPRESS CREEK ACCESS ROAD, 117 FEET SOUTH-SOUTHEAST OF A GUYED
 GD1466'POWERLINE POLE WHERE THE TRANSMISSION LINES CROSS OVER THE ROAD,
 GD1466'AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1466'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1466'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LIBERTY 1934.
 GD1466'
 GD1466'THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY OF CYPRESS CREEK
 GD1466'ACCESS ROAD ABOUT 0.15 OF A MILE NORTH OF THE STATION, 31 FEET SOUTH
 GD1466'OF AN UNDERGROUND TELEPHONE CABLE MARKER POST, 28 FEET
 GD1466'SOUTH-SOUTHWEST OF A POWERLINE POLE, 23 FEET WEST OF THE APPROXIMATE
 GD1466'CENTER OF CYPRESS CREEK ACCESS ROAD, AND 0.8 OF A FOOT EAST OF A
 GD1466'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GD1466'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1466'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY AZI 1934.
 GD1466'
 GD1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 10 MILES
 GD1466'NNE OF ELKHORN.
 GD1466
 GD1466                          STATION RECOVERY (1969)
 GD1466
 GD1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1466'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GD1466'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE REPORTED DESTROYED
 GD1466'IN A 1951 RECOVERY NOTE.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1466'NO. 2 WAS FOUND IN A WILD PLUM THICKET AND THE DISK REMOVED.  THE
 GD1466'MONUMENT FOR REFERENCE MARK NO. 1 WAS NOT FOUND AND IS THOUGHT TO
 GD1466'BE COVERED BY FILL IN THE NEARBY ROAD.  TWO NEW REFERENCE MARKS NO. 3
 GD1466'AND NO. 4 WERE ESTABLISHED.  THE STATION WAS OCCUPIED AND THE
 GD1466'HORIZONTAL ANGLES BETWEEN THE AZIMUTH MARK AND THE NEWLY SET
 GD1466'REFERENCE MARKS OBSERVED.
 GD1466'
 GD1466'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1466'
 GD1466'THE STATION IS LOCATED NEAR THE SUMMIT OF A LOW HILL IN AN OLD
 GD1466'ABANDONED FIELD, ABOUT 10 MILES NORTH-NORTHEAST OF ELKHORN, 2 MILES
 GD1466'NORTH-NORTHWEST OF THE WEST END OF THE PARIS LANDING BRIDGE OVER
 GD1466'KENTUCKY LAKE ON THE TENNESSEE RIVER, AND 2 MILES NORTH OF THE
 GD1466'PARIS LANDING STATE PARK HEADQUARTERS.
 GD1466'
 GD1466'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1466'STREET, HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1466'OFFICE IN THE SOUTHEAST ANGLE, IN PARIS, GO EASTERLY ON STATE
 GD1466'ROUTES 54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79
 GD1466'AND STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S.
 GD1466'HIGHWAY 79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON
 GD1466'THE LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE
 GD1466'76 FOR 9.75 MILES TO THE JUNCTION WITH STATE ROUTE 119 AT THE
 GD1466'ENTRANCE INTO PARIS LANDING STATE PARK.  HERE TURN LEFT AND GO
 GD1466'NORTHWESTERLY ON STATE ROUTE 119 FOR 2.0 MILES TO CYPRESS CREEK
 GD1466'ACCESS ROAD ON THE RIGHT AT SIGNS, LAKE ACCESS CYPRESS CREEK 3
 GD1466'MILES, ON THE LEFT AND SHAMROCK WATER EDGE RESORT, ON THE RIGHT.
 GD1466'HERE TURN RIGHT ON CYPRESS CREEK ACCESS ROAD AND GO NORTHEASTERLY
 GD1466'AND EAST FOR 0.85 OF A MILE TO A POINT WHERE THE ROAD CURVES
 GD1466'SHARP LEFT, NORTH, AND THE STATION ON THE RIGHT ABOUT 40 YARDS AS
 GD1466'DESCRIBED.
 GD1466'
 GD1466'THE STATION IS 135 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GD1466'CYPRESS CREEK ACCESS ROAD, 117 FEET SOUTH-SOUTHEAST OF A GUYED
 GD1466'POWERLINE POLE WHERE THE TRANSMISSION LINES CROSS OVER THE ROAD, AND
 GD1466'0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1466'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1466'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LIBERTY 1934.
 GD1466'
 GD1466'REFERENCE MARK NO. 3 IS ON THE WEST SLOPE OF THE HILL, 178 FEET
 GD1466'SOUTHWEST OF THE GUYED POWERLINE POLE NEAR RM NO. 4, 32 FEET
 GD1466'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF CYPRESS CREEK ACCESS
 GD1466'ROAD, AND 0.8 OF A FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST
 GD1466'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GD1466'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GD1466'STAMPED LIBERTY 1934 NO 3 1969.
 GD1466'
 GD1466'REFERENCE MARK NO. 4 IS ON THE NORTHWEST SLOPE OF THE HILL, 24 FEET
 GD1466'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF CYPRESS CREEK ACCESS
 GD1466'ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, 1.5 FEET
 GD1466'SOUTH-SOUTHEAST OF A GUYED POWERLINE POLE, AND 1.0 FOOT WEST OF A
 GD1466'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1466'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GD1466'AND THE DISK IS STAMPED LIBERTY 1934 NO 4 1969.
 GD1466'
 GD1466'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1466'REFERENCE MARK NO. 4 IS 178.41 FEET - 54.379 METERS.
 GD1466'
 GD1466'THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY OF CYPRESS CREEK
 GD1466'ACCESS ROAD ABOUT 0.15 OF A MILE NORTH OF THE STATION, 31 FEET SOUTH
 GD1466'OF AN UNDERGROUND TELEPHONE CABLE MARKER POST, 28 FEET
 GD1466'SOUTH-SOUTHWEST OF A POWERLINE POLE, 23 FEET WEST OF THE APPROXIMATE
 GD1466'CENTER OF CYPRESS CREEK ACCESS ROAD, AND 0.8 OF A FOOT EAST OF A
 GD1466'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GD1466'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1466'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY AZI 1934.
 GD1466'
 GD1466'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON CYPRESS
 GD1466'CREEK ACCESS ROAD FOR 0.15 OF A MILE TO THE MARK ON THE LEFT AS
 GD1466'DESCRIBED.
 GD1466'
 GD1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 10 MILES NNE
 GD1466'OF ELKHORN.
 GD1466
 GD1466                          STATION RECOVERY (1971)
 GD1466
 GD1466'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (ETC)
 GD1466'LIBERTY STATION MARK RECOVERED IN GOOD CONDITION.
 GD1466'
 GD1466'LIBERTY 1934 FOUND STAMPED ON THE POINT.
 GD1466'
 GD1466'IN 1969 NEW REF. MK. 3 AND 4 WERE SET BY C. AND G. S.-FOR NEW
 GD1466'DESCRIPTIONS OF THESE PTS. CONTACT C. AND G. S.
 GD1466'
 GD1466'LIBERTY AZ. MK. IS IN GOOD CONDITION.-DESCRIPTION AS IN BULLETIN.
 GD1466'
 GD1466'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MI. N. OF PARIS LANDING
 GD1466'STATE PARK.
 GD1466
 GD1466                          STATION RECOVERY (1985)
 GD1466
 GD1466'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1466'RECOVERED IN GOOD CONDITION.
 GD1466
 GD1466                          STATION RECOVERY (2000)
 GD1466
 GD1466'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 GD1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1578 ***********************************************************************
 FD1578  DESIGNATION -  LIBERTY
 FD1578  PID         -  FD1578
 FD1578  STATE/COUNTY-  TN/WAYNE
 FD1578  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1578
 FD1578                         *CURRENT SURVEY CONTROL
 FD1578  ___________________________________________________________________
 FD1578* NAD 83(1995)-  35 20 12.24043(N)    087 42 22.17923(W)     ADJUSTED  
 FD1578* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 FD1578  ___________________________________________________________________
 FD1578  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FD1578  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1578
 FD1578  HORZ ORDER  -  SECOND
 FD1578
 FD1578.The horizontal coordinates were established by classical geodetic methods
 FD1578.and adjusted by the National Geodetic Survey in April 1999..
 FD1578
 FD1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1578
 FD1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1578
 FD1578.The geoid height was determined by GEOID03.
 FD1578
 FD1578;                    North         East     Units Scale Factor Converg.
 FD1578;SPC TN       -   112,679.199   444,898.507   MT  0.99998583   -0 59 55.9
 FD1578;SPC TN       -   369,681.67  1,459,637.85   sFT  0.99998583   -0 59 55.9
 FD1578;UTM  16      - 3,910,615.300   435,826.204   MT  0.99965075   -0 24 30.4
 FD1578
 FD1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1578!SPC TN       -   0.99995813  x   0.99998583  =   0.99994397
 FD1578!UTM  16      -   0.99995813  x   0.99965075  =   0.99960890
 FD1578
 FD1578|---------------------------------------------------------------------|
 FD1578| PID    Reference Object                     Distance      Geod. Az  |
 FD1578|                                                           dddmmss.s |
 FD1578| FD1000 LIBERTY RM 1                         45.486 METERS 02934     |
 FD1578| FD1577 LEE                                 APPROX. 6.4 KM 0945551.3 |
 FD1578| FD1581 LIBERTY 2                            15.319 METERS 13239     |
 FD1578| CG6776 LIBERTY 2 RM 4                                     14056     |
 FD1578| CG6775 LIBERTY RM 3                         20.184 METERS 17938     |
 FD1578| FD0997 LIBERTY RM 2                         34.074 METERS 23549     |
 FD1578| FD0996 LIBERTY AZ MK                                      2510404.6 |
 FD1578|---------------------------------------------------------------------|
 FD1578
 FD1578                          SUPERSEDED SURVEY CONTROL
 FD1578
 FD1578  NAD 83(1995)-  35 20 12.24479(N)    087 42 22.18105(W) AD(       ) 2
 FD1578  NAD 83(1995)-  35 20 12.24477(N)    087 42 22.18100(W) AD(       ) 2
 FD1578  NAD 83(1995)-  35 20 12.24583(N)    087 42 22.18053(W) AD(       ) 2
 FD1578  NAD 83(1986)-  35 20 12.25050(N)    087 42 22.17950(W) AD(       ) 2
 FD1578  NAD 27      -  35 20 11.97150(N)    087 42 22.09550(W) AD(       ) 2
 FD1578  NGVD 29 (07/19/86)  294.6    (m)          967.     (f) VERT ANG       
 FD1578
 FD1578.Superseded values are not recommended for survey control.
 FD1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1578.See file dsdata.txt to determine how the superseded data were derived.
 FD1578
 FD1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3582610615(NAD 83)
 FD1578_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FD1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1578_STAMPING: LIBERTY 1962
 FD1578_MARK LOGO: TNHD  
 FD1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1578
 FD1578  HISTORY     - Date     Condition        Report By
 FD1578  HISTORY     - 1962     MONUMENTED       TNHD
 FD1578  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FD1578  HISTORY     - 1979     GOOD             NGS
 FD1578
 FD1578                          STATION DESCRIPTION
 FD1578
 FD1578'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1578'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WAYNESBORO.
 FD1578'
 FD1578'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1578'GO 3.8 MILES EAST ON U S
 FD1578'HIGHWAY 64 TO THE WAYNE COUNTY CEMETERY AND A
 FD1578'TRIANGLE INTERSECTION ON THE LEFT
 FD1578'AND THE MARK.
 FD1578'
 FD1578'THE STATION IS IN THE WEST EDGE OF THE TRIANGLE INTERSECTION AND
 FD1578'ACROSS A PAVED ROAD FROM THE
 FD1578'SOUTHEAST CORNER OF THE WAYNE COUNTY CEMETERY.  IT IS
 FD1578'33 FEET SOUTHEAST OF THE
 FD1578'APPROXIMATE CENTER OF A PAVED ROAD AND 63
 FD1578'FEET WEST OF THE APPROXIMATE CENTER OF A
 FD1578'PAVED ROAD.  SURFACE AND
 FD1578'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1578'DISKS STAMPED
 FD1578'LIBERTY 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 FD1578'THE SURFACE.  THE SURFACE
 FD1578'MARK DISK IS SET IN A 10-INCH, SQUARE,
 FD1578'FLUSH, CONCRETE MONUMENT.
 FD1578'
 FD1578'REFERENCE MARK NO 1 IS 23 FEET EAST OF THE APPROXIMATE CENTER OF A
 FD1578'PAVED ROAD, 28 FEET NORTH
 FD1578'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 31
 FD1578'FEET NORTHWEST OF A 12-INCH
 FD1578'CHESTNUT OAK TREE, AND 39 FEET SOUTHWEST
 FD1578'OF A UTILITY POLE.  THE MARK IS A STANDARD
 FD1578'TENNESSEE HIGHWAY
 FD1578'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT
 FD1578'THAT PROJECTS
 FD1578'3 INCHES AND THE DISK IS STAMPED LIBERTY RM 1 1962.
 FD1578'
 FD1578'REFERENCE MARK NO 2 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1578'A PAVED ROAD AND 70 FEET
 FD1578'NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY 64.
 FD1578'THE MARK IS A STANDARD TENNESSEE
 FD1578'HIGHWAY DEPARTMENT DISK SET IN A
 FD1578'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD1578'INCHES AND THE
 FD1578'DISK IS STAMPED LIBERTY RM 2 1962.
 FD1578'
 FD1578'THE AZIMUTH MARK IS 42 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD1578'HIGHWAY 64, 4.6 FEET
 FD1578'NORTHEAST OF A UTILITY POLE AND 2.2 FEET SOUTH OF A WITNESS
 FD1578'POST.  THE MARK IS A
 FD1578'STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE
 FD1578'MARK DISK SET IN A 10-INCH, SQUARE,
 FD1578'CONCRETE MONUMENT THAT PROJECTS 3
 FD1578'INCHES AND THE DISK IS STAMPED LIBERTY AZI 1962.
 FD1578'
 FD1578'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE WEST ON U S
 FD1578'HIGHWAY 64 TO THE MARK ON  THE RIGHT.
 FD1578'
 FD1578'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1578'
 FD1578'HEIGHT OF LIGHT ABOVE STATION MARK 30.53 METERS.
 FD1578
 FD1578                          STATION RECOVERY (1968)
 FD1578
 FD1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FD1578'THE AZIMUTH MARK AND REFERENCE MARK NO 1 WERE RECOVERED.  THE ENTIRE
 FD1578'STATION AND
 FD1578'REFERENCE MARK NO 2 WERE COMPLETELY DESTROYED BY HIGHWAY
 FD1578'CONSTRUCTION.  IN
 FD1578'RE-ESTABLISHING THE STATION, NUMEROUS SLOPE
 FD1578'MEASUREMENTS WERE MADE AND
 FD1578'HORIZONTAL DISTANCES COMPUTED AND THE
 FD1578'INSTRUMENT MOVED UNTIL BOTH A HORIZONTAL
 FD1578'ANGLE BETWEEN THE AZIMUTH
 FD1578'AND THE REFERENCE MARK NO 1, AND A HORIZONATL DISTANCE WERE
 FD1578'ATTAINED THAT
 FD1578'WOULD SATISFY BOTH THE ANGLE AND DISTANCE AS OBSERVED IN 1962.
 FD1578'THIS POINT WAS THEN
 FD1578'HELD FIXED BY ERECTING A FIRM PLUMBING BENCH AND
 FD1578'RECORDING THE DIFFERENCE IN ELEVATION
 FD1578'BETWEEN THIS BENCH AND THE
 FD1578'POINT ON THE GROUND HELD FIXED.  A COMPLETE STATION
 FD1578'CONSISTING OF THE
 FD1578'UNDERGROUND AND THE SURFACE MARKS WERE THEN ESTABLISHED AND ONE NEW
 FD1578'REFERENCE MARK NO
 FD1578'3 WAS SET.  THIS NEW STATION WAS THEN OCCUPIED AND
 FD1578'ALL HORIZONTAL ANGLES WERE OBSERVED,
 FD1578'WITH A RESULT OF 00 DEG 00 MIN
 FD1578'03.7 SEC DIFFERENCE IN THE 1962 OBSERVED ANGLE BETWEEN THE AZIMUTH
 FD1578'MARK AND REFERENCE MARK NO 1.  THE SLOPE DISTANCE WAS AGAIN MEASURED
 FD1578'BETWEEN REFERENCE
 FD1578'MARK NO 1 AND THE STATION AND THE HORIZONTAL
 FD1578'DISTANCE COMPUTED, AND CHECKED THE
 FD1578'1962 MEASUREMENT FLAT.  THE
 FD1578'RE-ESTABLISHED STATION SHOULD NOW OCCUPY ITS EXACT
 FD1578'ORIGINAL
 FD1578'HORIZONTAL POSITION.  ALL MARKS AT THIS STATION WERE BENCH MARKS AND
 FD1578'ELEVATIONS WERE
 FD1578'TRANSFERRED FROM REFERENCE MARK NO 1 TO THE NEWLY
 FD1578'ESTABLISHED MARKS.
 FD1578'
 FD1578'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1578'
 FD1578'THE STATION IS LOCATED IN TRIANGULAR SHAPED AREA FORMED BY U S
 FD1578'HIGHWAY 64 AND TWO
 FD1578'PAVED ROADS LEADING OFF OF THIS HIGHWAY TO THE
 FD1578'NATURAL BRIDGE AND ICE CAVE ROAD,
 FD1578'ABOUT 3.7 MILES EAST OF DOWNTOWN
 FD1578'WAYNESBORO, AND JUST EAST OF THE WAYNE COUNTY CEMETERY.
 FD1578'
 FD1578'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE WAYNE COUNTY
 FD1578'COURTHOUSE SQUARE
 FD1578'IN WAYNESBORO, GO EASTERLY ON U S HIGHWAY 64 FOR
 FD1578'3.45 MILES TO A PAVED ROAD LEFT AND
 FD1578'THE AZIMUTH MARK ON THE LEFT IN
 FD1578'THE NORTHWEST ANGLE.  CONTINUE EASTERLY
 FD1578'ON U S HIGHWAY
 FD1578'64 FOR 0.25 OF A MILE TO A TRIANGLE FORMED BY U S HIGHWAY 64 AND TWO
 FD1578'PAVED ROADS
 FD1578'LEADING TO NATURAL BRIDGE AND ICE CAVE ROAD AND THE STATION.
 FD1578'
 FD1578'THE STATION IS 129 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD1578'HIGHWAY 64, 65
 FD1578'FEET SOUTH OF THE POINT OF INTERSECTION OF THE NATURAL
 FD1578'BRIDGE ACCESS ROADS, 64 FEET
 FD1578'NORTHWEST OF A GUY POLE, 58 FEET WEST OF
 FD1578'THE APPROXIMATE CENTER OF THE EAST ACCESS ROAD,
 FD1578'33 FEET EAST OF THE
 FD1578'APPROXIMATE CENTER OF THE WEST ACCESS ROAD, AND 1.1 FEET SOUTH OF
 FD1578'A METAL WITNESS
 FD1578'POST AND SIGN.  IT IS A STANDARD C AND GS TRAVERSE STATION
 FD1578'DISK SET IN THE TOP OF AN
 FD1578'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FD1578'AND THE DISK IS STAMPED LIBERTY 1962 1968.
 FD1578'
 FD1578'REFERENCE MARK NO 1 IS ALONG THE EAST RIGHT-OF-WAY OF THE NATURAL
 FD1578'BRIDGE AND ICE
 FD1578'CAVE ROAD AND ABOUT 8 FEET ABOVE THE ELEVATION OF THE
 FD1578'STATION.  IT IS 38 FEET
 FD1578'SOUTH-SOUTHWEST OF POWERLINE TRANSFORMER POLE
 FD1578'NO 8422, 31 FEET WEST-NORTHWEST OF AN
 FD1578'18-INCH CHESTNUT OAK TREE, 28
 FD1578'FEET EAST OF THE APPROXIMATE CENTER OF THE NATURAL
 FD1578'BRIDGE ROAD, 28
 FD1578'FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, AND 0.9
 FD1578'OF A FOOT WEST OF
 FD1578'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1578'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1578'SET IN THE TOP OF A 10-INCH,
 FD1578'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1578'STAMPED LIBERTY RM 1 1962.
 FD1578'
 FD1578'REFERENCE MARK NO 3 IS 82 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FD1578'CENTER OF THE EAST
 FD1578'ACCESS OF NATURAL BRIDGE ROAK, 81 FEET
 FD1578'EAST-SOUTHEAST OF THE APPROXIMATE
 FD1578'CENTER OF THE WEST ACCESS OF
 FD1578'NATURAL BRIDGE ROAD, 61 FEET WEST OF A UTILITY POLE,
 FD1578'23 FEET WEST OF A
 FD1578'GUY POLE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 FD1578'IS A STANDARD C AND GS
 FD1578'REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH,
 FD1578'ROUND, FLUSH, CONCRETE MONUMENT AND
 FD1578'THE DISK IS STAMPED LIBERTY 1962 NO 3 1968.
 FD1578'
 FD1578'DUE TO THE HEAVY EQUIPMENT ON LINE, IT WAS NOT POSSIBLE TO MEASURE
 FD1578'BETWEEN THE REFERENCE MARK.
 FD1578'
 FD1578'THE AZIMUTH MARK IS 120 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD1578'INTERSECTION OF U
 FD1578'S HIGHWAY 64 AND A PAVED T ROAD NORTH, 42 FEET
 FD1578'NORTH OF THE APPROXIMATE CENTER OF U
 FD1578'S HIGHWAY 64, 4.6 FEET NORTHEAST
 FD1578'OF A UTILITY POLE, 2.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 FD1578'AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 FD1578'TENNESSEE HIGHWAY
 FD1578'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 FD1578'SQUARE, CONCRETE MONUMENT THAT
 FD1578'PROJECTS 3 INCHES AND THE DISK IS
 FD1578'STAMPED LIBERTY AZI 1962.
 FD1578
 FD1578                          STATION RECOVERY (1979)
 FD1578
 FD1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1578'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 FD1578'CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED AND IN A DITCH
 FD1578'LINE.  THE LINE OF SIGHT TO REFERENCE MARK 3 WAS OBSTRUCTED BY PARKED
 FD1578'VEHICLES.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  THE STATION
 FD1578'MARK IS IN THE WAY OF ROAD WORK AND A NEW STATION---LIBERTY THD 2
 FD1578'1979---WAS ESTABLISHED.  REFERENCE MARK 3 WAS DESTROYED BUT
 FD1578'REFERENCE MARK 1 WAS LEFT INTACT AND USED WITH THE NEW STATION.  THE
 FD1578'STATION MARK WAS LEFT INTACT BUT DISK WILL BE SALVAGED BY THE RESIDENT
 FD1578'ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2439 ***********************************************************************
 GB2439  DESIGNATION -  LIBERTY
 GB2439  PID         -  GB2439
 GB2439  STATE/COUNTY-  TN/JACKSON
 GB2439  USGS QUAD   -  GRANVILLE (1981)
 GB2439
 GB2439                         *CURRENT SURVEY CONTROL
 GB2439  ___________________________________________________________________
 GB2439* NAD 83(1995)-  36 17 51.69786(N)    085 46 16.01615(W)     ADJUSTED  
 GB2439* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2439  ___________________________________________________________________
 GB2439  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GB2439  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB2439
 GB2439  HORZ ORDER  -  SECOND
 GB2439
 GB2439.The horizontal coordinates were established by classical geodetic methods
 GB2439.and adjusted by the National Geodetic Survey in April 1999..
 GB2439
 GB2439.The orthometric height was scaled from a topographic map.
 GB2439
 GB2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2439
 GB2439.The geoid height was determined by GEOID03.
 GB2439
 GB2439;                    North         East     Units Scale Factor Converg.
 GB2439;SPC TN       -   217,970.948   620,558.814   MT  0.99998106   +0 08 02.4
 GB2439;SPC TN       -   715,126.35  2,035,950.04   sFT  0.99998106   +0 08 02.4
 GB2439;UTM  16      - 4,017,668.430   610,341.226   MT  0.99975001   +0 43 39.2
 GB2439
 GB2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2439!SPC TN       -   0.99995543  x   0.99998106  =   0.99993649
 GB2439!UTM  16      -   0.99995543  x   0.99975001  =   0.99970545
 GB2439
 GB2439|---------------------------------------------------------------------|
 GB2439| PID    Reference Object                     Distance      Geod. Az  |
 GB2439|                                                           dddmmss.s |
 GB2439| AI6277 LIBERTY RM 1                         25.829 METERS 00859     |
 GB2439| AI6275 LIBERTY AZ MK                                      0862725.2 |
 GB2439| CG6773 LIBERTY RM 2                         23.226 METERS 26125     |
 GB2439| GB2442 KIRBY                               APPROX.20.7 KM 3273157.6 |
 GB2439|---------------------------------------------------------------------|
 GB2439
 GB2439                          SUPERSEDED SURVEY CONTROL
 GB2439
 GB2439  NAD 83(1995)-  36 17 51.70021(N)    085 46 16.01870(W) AD(       ) 2
 GB2439  NAD 83(1995)-  36 17 51.70297(N)    085 46 16.02052(W) AD(       ) 2
 GB2439  NAD 83(1986)-  36 17 51.70877(N)    085 46 16.01773(W) AD(       ) 2
 GB2439  NAD 27      -  36 17 51.49500(N)    085 46 16.08000(W) AD(       ) 2
 GB2439
 GB2439.Superseded values are not recommended for survey control.
 GB2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2439.See file dsdata.txt to determine how the superseded data were derived.
 GB2439
 GB2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1034117668(NAD 83)
 GB2439_MARKER: DS = TRIANGULATION STATION DISK
 GB2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2439
 GB2439  HISTORY     - Date     Condition        Report By
 GB2439  HISTORY     - 1950     MONUMENTED       CGS
 GB2439
 GB2439                          STATION DESCRIPTION
 GB2439
 GB2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2439'STATION IS LOCATED ON A HIGH RIDGE, ABOUT 7 MILES SOUTHWEST OF
 GB2439'GAINESBORO AND ABOUT 8 MILES NORTHEAST OF CHESTNUT MOUND AND ON LAND
 GB2439'OWNED BY HUGH CARTER. IT IS 27 FEET NORTH OF A FENCELINE, 16 FEET
 GB2439'NORTH OF THE CENTER OF THE ROAD, 16 FEET WEST OF THE FENCELINE AND
 GB2439'5 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6
 GB2439'INCHES AND THE DISK IS STAMPED LIBERTY 1950.
 GB2439'
 GB2439'REFERENCE MARK NO. 1 IS ONE FOOT WEST OF THE FENCELINE. THE MARK
 GB2439'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LIBERTY NO 1 1950.
 GB2439'
 GB2439'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF A FENCELINE AND 17 FEET
 GB2439'NORTH OF THE CENTER OF THE ROAD. THE MARK PROJECTS ABOUT 6
 GB2439'INCHES AND THE DISK IS STAMPED LIBERTY NO 2 1950.
 GB2439'
 GB2439'AZIMUTH MARK IS 17 FEET NORTH OF A FENCELINE, 10 FEET NORTH OF THE
 GB2439'CENTER OF THE ROAD AND 3 FEET NORTH OF A WHITE WITNESS
 GB2439'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GB2439'LIBERTY 1950.
 GB2439'
 GB2439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB2439'HIGHWAY 53 IN CHESTNUT MOUND, GO NORTHEAST ON HIGHWAY 53 FOR
 GB2439'7.0 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 1.25 MILES TO A REVERSE
 GB2439'FORK LEFT, TURN SHARP LEFT AND GO UP STEEP GRADE FOR 0.4 MILE TO A
 GB2439'FORK, KEEP LEFT FORK UP HILL FOR 0.4 MILE TO THE TOP OF HILL AND
 GB2439'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION GO
 GB2439'EAST ON ROAD FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GB2439'
 GB2439'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1581 ***********************************************************************
 FD1581  DESIGNATION -  LIBERTY 2
 FD1581  PID         -  FD1581
 FD1581  STATE/COUNTY-  TN/WAYNE
 FD1581  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1581
 FD1581                         *CURRENT SURVEY CONTROL
 FD1581  ___________________________________________________________________
 FD1581* NAD 83(1995)-  35 20 11.90365(N)    087 42 21.73305(W)     ADJUSTED  
 FD1581* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 FD1581  ___________________________________________________________________
 FD1581  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FD1581  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1581
 FD1581  HORZ ORDER  -  THIRD
 FD1581
 FD1581.The horizontal coordinates were established by classical geodetic methods
 FD1581.and adjusted by the National Geodetic Survey in April 1999..
 FD1581.No horizontal observational check was made to the station.
 FD1581
 FD1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1581
 FD1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1581
 FD1581.The geoid height was determined by GEOID03.
 FD1581
 FD1581;                    North         East     Units Scale Factor Converg.
 FD1581;SPC TN       -   112,668.626   444,909.592   MT  0.99998584   -0 59 55.6
 FD1581;SPC TN       -   369,646.98  1,459,674.22   sFT  0.99998584   -0 59 55.6
 FD1581;UTM  16      - 3,910,604.844   435,837.393   MT  0.99965073   -0 24 30.1
 FD1581
 FD1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1581!SPC TN       -   0.99995824  x   0.99998584  =   0.99994408
 FD1581!UTM  16      -   0.99995824  x   0.99965073  =   0.99960899
 FD1581
 FD1581|---------------------------------------------------------------------|
 FD1581| PID    Reference Object                     Distance      Geod. Az  |
 FD1581|                                                           dddmmss.s |
 FD1581| FD1000 LIBERTY RM 1                         51.176 METERS 01237     |
 FD1581| CG6776 LIBERTY 2 RM 4                                     15909     |
 FD1581| FD1578 LIBERTY                              15.319 METERS 31239     |
 FD1581|---------------------------------------------------------------------|
 FD1581
 FD1581                          SUPERSEDED SURVEY CONTROL
 FD1581
 FD1581  NAD 83(1995)-  35 20 11.90801(N)    087 42 21.73487(W) AD(       ) 3
 FD1581  NAD 83(1995)-  35 20 11.90799(N)    087 42 21.73482(W) AD(       ) 3
 FD1581  NAD 83(1995)-  35 20 11.90905(N)    087 42 21.73435(W) AD(       ) 3
 FD1581  NAD 83(1986)-  35 20 11.91374(N)    087 42 21.73333(W) AD(       ) 3
 FD1581  NAD 27      -  35 20 11.63593(N)    087 42 21.65137(W) AD(       ) 3
 FD1581  NGVD 29 (07/19/86)  293.9    (m)          964.     (f) VERT ANG       
 FD1581
 FD1581.Superseded values are not recommended for survey control.
 FD1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1581.See file dsdata.txt to determine how the superseded data were derived.
 FD1581
 FD1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3583710605(NAD 83)
 FD1581_MARKER: DS = TRIANGULATION STATION DISK
 FD1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1581_MARK LOGO: NGS   
 FD1581_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1581+STABILITY: SURFACE MOTION
 FD1581
 FD1581  HISTORY     - Date     Condition        Report By
 FD1581  HISTORY     - 1979     MONUMENTED       NGS
 FD1581
 FD1581                          STATION DESCRIPTION
 FD1581
 FD1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1581'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WAYNESBORO, AT THE
 FD1581'INTERSECTION OF NATURAL BRIDGE ROAD AND OLD U.S. HIGHWAY 64, NEAR THE
 FD1581'WAYNE MEMORIAL CEMETERY, ON ROAD RIGHT OF WAY, 24 FEET NORTHWEST
 FD1581'OF A POWER POLE, 93 FEET NORTH OF CENTERLINE OF OLD U.S. HIGHWAY
 FD1581'64 AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 FD1581'AND THE DISK IS STAMPED---LIBERTY THD 2 1979---.
 FD1581'
 FD1581'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 1
 FD1581'FOOT WEST OF A METAL WITNESS POST, 39 FEET SOUTHWEST OF A POWER POLE,
 FD1581'AND 23 FEET EAST OF THE CENTERLINE OF NATURAL BRIDGE ROAD.  A
 FD1581'STANDARD THD DISK STAMPED---LIBERTY RM-1 1962---SET IN THE TOP OF A
 FD1581'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FD1581'
 FD1581'REFERENCE MARK 4 IS A STANDARD PRECAST ALUMINUM MONUMENT WITH
 FD1581'MAGNETS, STAMPED---LIBERTY THD 2 NO 4 1979---PROJECTING 3 INCHES, 71
 FD1581'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A
 FD1581'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0996 ***********************************************************************
 FD0996  DESIGNATION -  LIBERTY AZ MK
 FD0996  PID         -  FD0996
 FD0996  STATE/COUNTY-  TN/WAYNE
 FD0996  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0996
 FD0996                         *CURRENT SURVEY CONTROL
 FD0996  ___________________________________________________________________
 FD0996* NAD 83(1986)-  35 20 09.     (N)    087 42 32.     (W)     SCALED    
 FD0996* NAVD 88     -       278.619  (meters)     914.10   (feet)  ADJUSTED  
 FD0996  ___________________________________________________________________
 FD0996  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0996  DYNAMIC HT  -         278.354 (meters)     913.23  (feet)  COMP
 FD0996  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FD0996
 FD0996  VERT ORDER  -  SECOND    CLASS 0
 FD0996
 FD0996.The horizontal coordinates were scaled from a topographic map and have
 FD0996.an estimated accuracy of +/- 6 seconds.
 FD0996
 FD0996.The orthometric height was determined by differential leveling
 FD0996.and adjusted by the National Geodetic Survey in June 1991..
 FD0996
 FD0996.The geoid height was determined by GEOID03.
 FD0996
 FD0996.The dynamic height is computed by dividing the NAVD 88
 FD0996.geopotential number by the normal gravity value computed on the
 FD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0996.degrees latitude (g = 980.6199 gals.).
 FD0996
 FD0996.The modeled gravity was interpolated from observed gravity values.
 FD0996
 FD0996;                    North         East    Units  Estimated Accuracy
 FD0996;SPC TN       -   112,580.      444,650.      MT  (+/- 180 meters Scaled)
 FD0996
 FD0996                          SUPERSEDED SURVEY CONTROL
 FD0996
 FD0996  NGVD 29 (??/??/92)  278.583  (m)          913.98   (f) ADJ UNCH    2 0
 FD0996
 FD0996.Superseded values are not recommended for survey control.
 FD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0996.See file dsdata.txt to determine how the superseded data were derived.
 FD0996
 FD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE355105(NAD 83)
 FD0996_MARKER: DD = SURVEY DISK
 FD0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0996_STAMPING: LIBERTY AZI 1962
 FD0996_MARK LOGO: TNHD  
 FD0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0996+STABILITY: SURFACE MOTION
 FD0996
 FD0996  HISTORY     - Date     Condition        Report By
 FD0996  HISTORY     - 1962     MONUMENTED       TNHD
 FD0996
 FD0996                          STATION DESCRIPTION
 FD0996
 FD0996'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0996'4 MI E FROM WAYNESBORO.
 FD0996'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0996'HIGHWAY 64 FOR 3.5 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0996'MARK IS 42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 4.6
 FD0996'FEET NORTHEAST OF A UTILITY POLE AND 2.2 FEET SOUTH OF A WITNESS
 FD0996'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0996'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD0996'3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2318 ***********************************************************************
 FE2318  DESIGNATION -  LIBERTY LOT WT 24
 FE2318  PID         -  FE2318
 FE2318  STATE/COUNTY-  TN/MADISON
 FE2318  USGS QUAD   -  CLAYBROOK (1980)
 FE2318
 FE2318                         *CURRENT SURVEY CONTROL
 FE2318  ___________________________________________________________________
 FE2318* NAD 83(1995)-  35 38 55.80695(N)    088 38 53.51919(W)     ADJUSTED  
 FE2318* NAVD 88     -                                                        
 FE2318  ___________________________________________________________________
 FE2318  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FE2318  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2318
 FE2318  HORZ ORDER  -  THIRD
 FE2318
 FE2318.The horizontal coordinates were established by classical geodetic methods
 FE2318.and adjusted by the National Geodetic Survey in April 1999..
 FE2318
 FE2318
 FE2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2318
 FE2318.The geoid height was determined by GEOID03.
 FE2318
 FE2318;                    North         East     Units Scale Factor Converg.
 FE2318;SPC TN       -   149,198.006   360,214.865   MT  0.99995360   -1 33 01.3
 FE2318;SPC TN       -   489,493.79  1,181,804.94   sFT  0.99995360   -1 33 01.3
 FE2318;UTM  16      - 3,946,251.296   350,789.241   MT  0.99987436   -0 57 38.8
 FE2318
 FE2318                          SUPERSEDED SURVEY CONTROL
 FE2318
 FE2318  NAD 83(1995)-  35 38 55.81147(N)    088 38 53.52514(W) AD(       ) 4
 FE2318  NAD 83(1986)-  35 38 55.81828(N)    088 38 53.52035(W) AD(       ) 4
 FE2318  NAD 27      -  35 38 55.56300(N)    088 38 53.32600(W) AD(       ) 3
 FE2318
 FE2318.Superseded values are not recommended for survey control.
 FE2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2318.See file dsdata.txt to determine how the superseded data were derived.
 FE2318
 FE2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5078946251(NAD 83)
 FE2318_MARKER: 57 = LOOKOUT TOWER
 FE2318
 FE2318  HISTORY     - Date     Condition        Report By
 FE2318  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2318
 FE2318                          STATION DESCRIPTION
 FE2318
 FE2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2318'THE STATION IS THE APEX OF THE ROOF OF THE LOOKOUT TOWER.  IT IS
 FE2318'ABOUT 10 MILES EAST OF JACKSON AND ABOUT 2 MILES NORTHEAST OF
 FE2318'BEECH BLUFF.  IT IS A 4-LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 FE2318'OBSERVATION PLATFORM ON TOP AND THE TOTAL HEIGHT IS 75 FEET.
 FE2318'
 FE2318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2318'HIGHWAY 20, ABOUT 6 MILES NORTHEAST OF JACKSON, GO EAST ON HIGHWAY
 FE2318'20 FOR 1.6 MILES TO MCCLEARY ROAD.  TURN RIGHT ON MCCLEARY ROAD AND
 FE2318'GO 1.95 MILES.  TURN LEFT ON COTTAGE GROVE ROAD AND GO 0.1
 FE2318'MILE TO LIBERTY ROAD.  TURN RIGHT ON LIBERTY ROAD AND GO 2.55 MILES
 FE2318'TO A Y-INTERSECTION.  BEAR RIGHT AND GO 0.15 MILE TO WILLOUGHBY
 FE2318'ROAD.  TURN RIGHT AND GO 0.8 MILE TO THE LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0999 ***********************************************************************
 FD0999  DESIGNATION -  LIBERTY RESET
 FD0999  PID         -  FD0999
 FD0999  STATE/COUNTY-  TN/WAYNE
 FD0999  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0999
 FD0999                         *CURRENT SURVEY CONTROL
 FD0999  ___________________________________________________________________
 FD0999* NAD 83(1986)-  35 20 12.     (N)    087 42 22.     (W)     SCALED    
 FD0999* NAVD 88     -       292.80   (meters)     960.6    (feet)  RESET     
 FD0999  ___________________________________________________________________
 FD0999  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0999
 FD0999  VERT ORDER  -  THIRD
 FD0999
 FD0999.The horizontal coordinates were scaled from a topographic map and have
 FD0999.an estimated accuracy of +/- 6 seconds.
 FD0999
 FD0999.The orthometric height was computed from unverified reset data.
 FD0999
 FD0999.The geoid height was determined by GEOID03.
 FD0999
 FD0999;                    North         East    Units  Estimated Accuracy
 FD0999;SPC TN       -   112,670.      444,900.      MT  (+/- 180 meters Scaled)
 FD0999
 FD0999                          SUPERSEDED SURVEY CONTROL
 FD0999
 FD0999.No superseded survey control is available for this station.
 FD0999
 FD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD0999_MARKER: DE = TRAVERSE STATION DISK
 FD0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0999_STAMPING: LIBERTY 1962 1968
 FD0999_MARK LOGO: CGS   
 FD0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0999+STABILITY: SURFACE MOTION
 FD0999
 FD0999  HISTORY     - Date     Condition        Report By
 FD0999  HISTORY     - 1968     MONUMENTED       CGS
 FD0999
 FD0999                          STATION DESCRIPTION
 FD0999
 FD0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0999'3.7 MI E FROM WAYNESBORO.
 FD0999'THIS MARK NOW OCCUPIES THE EXACT HORIZONTAL POSITION OF OLD BENCH
 FD0999'MARK LIBERTY (THD) 1962.  ELEVATIONS WERE TRANSFERRED TO THIS
 FD0999'MARK FROM BENCH MARK LIBERTY RM-1 1962.  TO REACH THE MARK FROM
 FD0999'THE NORTHEAST CORNER OF THE WAYNE COUNTY COURTHOUSE SQUARE IN
 FD0999'WAYNESBORO, GO EASTERLY ON U.S. HIGHWAY 64 FOR 3.7 MILES TO WHERE
 FD0999'TWO ACCESS ROADS FOR THE NATURAL BRIDGE AND ICE CAVE ROAD AND U.S.
 FD0999'HIGHWAY 64 FORM A TRIANGLE.  THIS IS JUST EAST OF THE WAYNE COUNTY
 FD0999'CEMETERY.  THE MARK IS 149.23 FEET SOUTH-SOUTHWEST OF REFERENCE
 FD0999'MARK NO. 1, 129 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 FD0999'HIGHWAY 64, 66.22 FEET NORTH OF REFERENCE MARK NO. 3, 65 FEET
 FD0999'SOUTH OF THE POINT OF INTERSECTION OF THE NATURAL BRIDGE ROAD
 FD0999'ACCESS ROADS, 64 FEET NORTHWEST OF A GUY POLE, 58 FEET WEST OF THE
 FD0999'APPROXIMATE CENTER OF THE EAST ACCESS ROAD, 33 FEET EAST OF THE
 FD0999'APPROXIMATE CENTER OF THE WEST ACCESS ROAD, AND 1.1 FEET SOUTH OF
 FD0999'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD C AND GS TRAVERSE
 FD0999'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FD0999'MONUMENT AND THE DISK IS STAMPED LIBERTY 1962 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2200 ***********************************************************************
 FB2200  DESIGNATION -  LIBERTY RESET
 FB2200  PID         -  FB2200
 FB2200  STATE/COUNTY-  TN/KNOX
 FB2200  USGS QUAD   -  KNOXVILLE (1978)
 FB2200
 FB2200                         *CURRENT SURVEY CONTROL
 FB2200  ___________________________________________________________________
 FB2200* NAD 83(1986)-  35 57 40.     (N)    083 57 55.     (W)     SCALED    
 FB2200* NAVD 88     -       277.52   (meters)     910.5    (feet)  RESET     
 FB2200  ___________________________________________________________________
 FB2200  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2200
 FB2200  VERT ORDER  -  THIRD
 FB2200
 FB2200.The horizontal coordinates were scaled from a topographic map and have
 FB2200.an estimated accuracy of +/- 6 seconds.
 FB2200
 FB2200.The orthometric height was computed from unverified reset data.
 FB2200
 FB2200.The geoid height was determined by GEOID03.
 FB2200
 FB2200;                    North         East    Units  Estimated Accuracy
 FB2200;SPC TN       -   182,510.      783,530.      MT  (+/- 180 meters Scaled)
 FB2200
 FB2200                          SUPERSEDED SURVEY CONTROL
 FB2200
 FB2200.No superseded survey control is available for this station.
 FB2200
 FB2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325837(NAD 83)
 FB2200_MARKER: DR = REFERENCE MARK DISK
 FB2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2200_STAMPING: LIBERTY 1960 1969
 FB2200_MARK LOGO: CGS   
 FB2200_PROJECTION: PROJECTING 8 CENTIMETERS
 FB2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2200+STABILITY: SURFACE MOTION
 FB2200
 FB2200  HISTORY     - Date     Condition        Report By
 FB2200  HISTORY     - 1969     MONUMENTED       CGS
 FB2200
 FB2200                          STATION DESCRIPTION
 FB2200
 FB2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2200'IN KNOXVILLE.
 FB2200'AT THE LIBERTY 1960 1969 TRAVERSE STATION SITE NEAR THE INTERSECTION
 FB2200'OF MIDDLEBROOK PIKE AND LIBERTY STREET IN WEST KNOXVILLE, IN A
 FB2200'NARROW STRIP OF LAND BETWEEN THE LOUISVILLE AND NASHVILLE RAILROAD
 FB2200'TRACKS AND MIDDLEBROOK PIKE, 89.25 FEET NORTH-NORTHWEST OF LIBERTY
 FB2200'RM 2, 50.50 FEET WEST-SOUTHWEST OF LIBERTY RM 1, 50 FEET SOUTHEAST
 FB2200'OF THE APPROXIMATE INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY
 FB2200'STREET, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF MIDDLEBROOK PIKE,
 FB2200'32 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY STREET, 26 FEET
 FB2200'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 20 FEET SOUTH OF A
 FB2200'GUYED UTILITY POLE.
 FB2200'THE MARK IS 0.8 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1000 ***********************************************************************
 FD1000  DESIGNATION -  LIBERTY RM 1
 FD1000  PID         -  FD1000
 FD1000  STATE/COUNTY-  TN/WAYNE
 FD1000  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1000
 FD1000                         *CURRENT SURVEY CONTROL
 FD1000  ___________________________________________________________________
 FD1000* NAD 83(1995)-  35 20 13.     (N)    087 42 21.     (W)     SCALED    
 FD1000* NAVD 88     -       295.254  (meters)     968.68   (feet)  ADJUSTED  
 FD1000  ___________________________________________________________________
 FD1000  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1000  DYNAMIC HT  -         294.974 (meters)     967.76  (feet)  COMP
 FD1000  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD1000
 FD1000  VERT ORDER  -  SECOND    CLASS 0
 FD1000
 FD1000.The horizontal coordinates were scaled from a topographic map and have
 FD1000.an estimated accuracy of +/- 6 seconds.
 FD1000
 FD1000.The orthometric height was determined by differential leveling
 FD1000.and adjusted by the National Geodetic Survey in June 1991..
 FD1000
 FD1000.The geoid height was determined by GEOID03.
 FD1000
 FD1000.The dynamic height is computed by dividing the NAVD 88
 FD1000.geopotential number by the normal gravity value computed on the
 FD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1000.degrees latitude (g = 980.6199 gals.).
 FD1000
 FD1000.The modeled gravity was interpolated from observed gravity values.
 FD1000
 FD1000;                    North         East    Units  Estimated Accuracy
 FD1000;SPC TN       -   112,700.      444,930.      MT  (+/- 180 meters Scaled)
 FD1000
 FD1000                          SUPERSEDED SURVEY CONTROL
 FD1000
 FD1000  NGVD 29 (??/??/92)  295.219  (m)          968.56   (f) ADJ UNCH    2 0
 FD1000
 FD1000.Superseded values are not recommended for survey control.
 FD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1000.See file dsdata.txt to determine how the superseded data were derived.
 FD1000
 FD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD1000_MARKER: DD = SURVEY DISK
 FD1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1000_STAMPING: LIBERTY RM 1 1962
 FD1000_MARK LOGO: TNHD  
 FD1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1000+STABILITY: SURFACE MOTION
 FD1000
 FD1000  HISTORY     - Date     Condition        Report By
 FD1000  HISTORY     - 1962     MONUMENTED       TNHD
 FD1000
 FD1000                          STATION DESCRIPTION
 FD1000
 FD1000'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1000'4 MI E FROM WAYNESBORO.
 FD1000'THIS MARK IS LOCATED AT THE LIBERTY 1962 STATION SITE, 23 FEET
 FD1000'EAST OF THE CENTERLINE OF A PAVED ROAD, 28 FEET NORTH OF THE
 FD1000'CENTERLINE OF A GRAVELED DRIVEWAY, 31 FEET NORTHWEST OF A 12-INCH
 FD1000'CHESTNUT OAK TREE, 39 FEET SOUTHWEST OF A UTILITY POLE AND 149
 FD1000'FEET NORTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD1000'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD1000'MONUMENT THAT PROJECTS 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2096 ***********************************************************************
 FB2096  DESIGNATION -  LIBERTY RM 1
 FB2096  PID         -  FB2096
 FB2096  STATE/COUNTY-  TN/KNOX
 FB2096  USGS QUAD   -  KNOXVILLE (1978)
 FB2096
 FB2096                         *CURRENT SURVEY CONTROL
 FB2096  ___________________________________________________________________
 FB2096* NAD 83(1986)-  35 57 40.     (N)    083 57 55.     (W)     SCALED    
 FB2096* NAVD 88     -       277.784  (meters)     911.36   (feet)  ADJUSTED  
 FB2096  ___________________________________________________________________
 FB2096  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2096  DYNAMIC HT  -         277.525 (meters)     910.51  (feet)  COMP
 FB2096  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB2096
 FB2096  VERT ORDER  -  SECOND    CLASS 0
 FB2096
 FB2096.The horizontal coordinates were scaled from a topographic map and have
 FB2096.an estimated accuracy of +/- 6 seconds.
 FB2096
 FB2096.The orthometric height was determined by differential leveling
 FB2096.and adjusted by the National Geodetic Survey in June 1991..
 FB2096
 FB2096.The geoid height was determined by GEOID03.
 FB2096
 FB2096.The dynamic height is computed by dividing the NAVD 88
 FB2096.geopotential number by the normal gravity value computed on the
 FB2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2096.degrees latitude (g = 980.6199 gals.).
 FB2096
 FB2096.The modeled gravity was interpolated from observed gravity values.
 FB2096
 FB2096;                    North         East    Units  Estimated Accuracy
 FB2096;SPC TN       -   182,510.      783,530.      MT  (+/- 180 meters Scaled)
 FB2096
 FB2096                          SUPERSEDED SURVEY CONTROL
 FB2096
 FB2096  NGVD 29 (??/??/92)  277.915  (m)          911.79   (f) ADJ UNCH    2 0
 FB2096
 FB2096.Superseded values are not recommended for survey control.
 FB2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2096.See file dsdata.txt to determine how the superseded data were derived.
 FB2096
 FB2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325837(NAD 83)
 FB2096_MARKER: DR = REFERENCE MARK DISK
 FB2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2096_STAMPING: LIBERTY NO 1 1960
 FB2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2096+STABILITY: SURFACE MOTION
 FB2096
 FB2096  HISTORY     - Date     Condition        Report By
 FB2096  HISTORY     - 1960     MONUMENTED       CGS
 FB2096  HISTORY     - 1961     GOOD             NGS
 FB2096  HISTORY     - 1969     GOOD             USGS
 FB2096
 FB2096                          STATION DESCRIPTION
 FB2096
 FB2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2096'IN KNOXVILLE.
 FB2096'THIS MARK IS LOCATED AT THE LIBERTY 1960 STATION SITE, 50.5 FT.
 FB2096'EAST OF THE STATION MARK, 42 FT. SOUTH OF THE CENTER OF
 FB2096'MIDDLEBROOK PIKE, 29 FT. NORTH OF THE NORTH RAIL OF THE RAILROAD
 FB2096'TRACKS, AND 16 FT. SOUTH OF A POWER LINE POLE.  THE DISK IS SET
 FB2096'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 FT.
 FB2096'ABOVE THE LEVEL OF THE ROAD.
 FB2096
 FB2096                          STATION RECOVERY (1969)
 FB2096
 FB2096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FB2096'THE MARK IS AT THE LIBERTY 1960 1969 TRAVERSE STATION SITE, NEAR THE
 FB2096'INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET IN WEST
 FB2096'KNOXVILLE. IT IS IN A NARROW STRIP OF LAND BETWEEN THE LOUISVILLE AND
 FB2096'NASHVILLE RAILROAD TRACKS AND MIDDLEBROOK PIKE, 99.09 FEET
 FB2096'NORTH-NORTHEAST OF LIBERTY R.M. 2, 83 FEET EAST OF THE APPROXIMATE
 FB2096'CENTER OF LIBERTY STREET, 50.50 FEET EAST-NORTHEAST OF LIBERTY 1960
 FB2096'1969, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF MIDDLEBROOK PIKE,
 FB2096'29.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 16.5 FEET
 FB2096'SOUTH OF A GUYED TELEPHONE POLE, AND 0.7 OF A FOOT NORTH OF A METAL
 FB2096'WITNESS POST AND SIGN. IT IS A STANDARD REFERENCE MARK DISK SET IN
 FB2096'THE TOP OF A 12-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FB2096'STAMPED LIBERTY RM 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0997 ***********************************************************************
 FD0997  DESIGNATION -  LIBERTY RM 2
 FD0997  PID         -  FD0997
 FD0997  STATE/COUNTY-  TN/WAYNE
 FD0997  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0997
 FD0997                         *CURRENT SURVEY CONTROL
 FD0997  ___________________________________________________________________
 FD0997* NAD 83(1986)-  35 20 12.     (N)    087 42 22.     (W)     SCALED    
 FD0997* NAVD 88     -       293.179  (meters)     961.87   (feet)  ADJUSTED  
 FD0997  ___________________________________________________________________
 FD0997  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0997  DYNAMIC HT  -         292.900 (meters)     960.96  (feet)  COMP
 FD0997  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD0997
 FD0997  VERT ORDER  -  SECOND    CLASS 0
 FD0997
 FD0997.The horizontal coordinates were scaled from a topographic map and have
 FD0997.an estimated accuracy of +/- 6 seconds.
 FD0997
 FD0997.The orthometric height was determined by differential leveling
 FD0997.and adjusted by the National Geodetic Survey in June 1991..
 FD0997
 FD0997.The geoid height was determined by GEOID03.
 FD0997
 FD0997.The dynamic height is computed by dividing the NAVD 88
 FD0997.geopotential number by the normal gravity value computed on the
 FD0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0997.degrees latitude (g = 980.6199 gals.).
 FD0997
 FD0997.The modeled gravity was interpolated from observed gravity values.
 FD0997
 FD0997;                    North         East    Units  Estimated Accuracy
 FD0997;SPC TN       -   112,670.      444,900.      MT  (+/- 180 meters Scaled)
 FD0997
 FD0997                          SUPERSEDED SURVEY CONTROL
 FD0997
 FD0997  NGVD 29 (??/??/92)  293.143  (m)          961.75   (f) ADJ UNCH    2 0
 FD0997
 FD0997.Superseded values are not recommended for survey control.
 FD0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0997.See file dsdata.txt to determine how the superseded data were derived.
 FD0997
 FD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD0997_MARKER: DD = SURVEY DISK
 FD0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0997_STAMPING: LIBERTY RM 2 1962
 FD0997_MARK LOGO: TNHD  
 FD0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0997+STABILITY: SURFACE MOTION
 FD0997
 FD0997  HISTORY     - Date     Condition        Report By
 FD0997  HISTORY     - 1962     MONUMENTED       TNHD
 FD0997
 FD0997                          STATION DESCRIPTION
 FD0997
 FD0997'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0997'4 MI E FROM WAYNESBORO.
 FD0997'THIS MARK IS LOCATED AT THE LIBERTY 1962 STATION SITE, 25 FEET
 FD0997'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 70 FEET NORTH OF
 FD0997'THE CENTERLINE OF U.S. HIGHWAY 64 AND 112 FEET SOUTHWEST OF THE
 FD0997'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0997'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 FD0997'PROJECTS 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2094 ***********************************************************************
 FB2094  DESIGNATION -  LIBERTY RM 2
 FB2094  PID         -  FB2094
 FB2094  STATE/COUNTY-  TN/KNOX
 FB2094  USGS QUAD   -  KNOXVILLE (1978)
 FB2094
 FB2094                         *CURRENT SURVEY CONTROL
 FB2094  ___________________________________________________________________
 FB2094* NAD 83(1986)-  35 57 40.     (N)    083 57 55.     (W)     SCALED    
 FB2094* NAVD 88     -       278.887  (meters)     914.98   (feet)  ADJUSTED  
 FB2094  ___________________________________________________________________
 FB2094  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2094  DYNAMIC HT  -         278.627 (meters)     914.13  (feet)  COMP
 FB2094  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB2094
 FB2094  VERT ORDER  -  SECOND    CLASS 0
 FB2094
 FB2094.The horizontal coordinates were scaled from a topographic map and have
 FB2094.an estimated accuracy of +/- 6 seconds.
 FB2094
 FB2094.The orthometric height was determined by differential leveling
 FB2094.and adjusted by the National Geodetic Survey in June 1991..
 FB2094
 FB2094.The geoid height was determined by GEOID03.
 FB2094
 FB2094.The dynamic height is computed by dividing the NAVD 88
 FB2094.geopotential number by the normal gravity value computed on the
 FB2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2094.degrees latitude (g = 980.6199 gals.).
 FB2094
 FB2094.The modeled gravity was interpolated from observed gravity values.
 FB2094
 FB2094;                    North         East    Units  Estimated Accuracy
 FB2094;SPC TN       -   182,510.      783,530.      MT  (+/- 180 meters Scaled)
 FB2094
 FB2094                          SUPERSEDED SURVEY CONTROL
 FB2094
 FB2094  NGVD 29 (??/??/92)  279.018  (m)          915.41   (f) ADJ UNCH    2 0
 FB2094
 FB2094.Superseded values are not recommended for survey control.
 FB2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2094.See file dsdata.txt to determine how the superseded data were derived.
 FB2094
 FB2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325837(NAD 83)
 FB2094_MARKER: DR = REFERENCE MARK DISK
 FB2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2094_SP_SET: STEP
 FB2094_STAMPING: LIBERTY NO 2 1960
 FB2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2094
 FB2094  HISTORY     - Date     Condition        Report By
 FB2094  HISTORY     - 1960     MONUMENTED       CGS
 FB2094  HISTORY     - 1961     GOOD             NGS
 FB2094  HISTORY     - 1969     GOOD             USGS
 FB2094
 FB2094                          STATION DESCRIPTION
 FB2094
 FB2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2094'IN KNOXVILLE.
 FB2094'THIS MARK IS LOCATED AT THE LIBERTY 1960 STATION SITE, 89.3 FT.
 FB2094'SOUTHEAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FB2094'HOLE IN TOP OF THE NORTHEAST CORNER OF THE STEPS LEADING TO A
 FB2094'CHURCH.
 FB2094
 FB2094                          STATION RECOVERY (1969)
 FB2094
 FB2094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FB2094'THE MARK IS AT THE LIBERTY 1960 1969 TRAVERSE STATION SITE, NEAR THE
 FB2094'INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET IN WEST
 FB2094'KNOXVILLE. IT IS 99.09 FEET SOUTH-SOUTHWEST OF LIBERTY R. M. 1, 89.25
 FB2094'FEET SOUTH-SOUTHEAST OF LIBERTY 1960 1969, 72 FEET EAST OF THE
 FB2094'APPROXIMATE CENTER OF LIBERTY STREET, 57 FEET SOUTH OF THE SOUTH RAIL
 FB2094'OF THE RAILROAD TRACKS, 50 FEET EAST OF UTILITY POLE NO. S811 40A,
 FB2094'2.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH
 FB2094'BUILDING, 1.1 FEET WEST OF THE EAST OF THE CONCRETE LANDING AT THE
 FB2094'BOTTOM OF A FLIGHT OF STEPS LEADING INTO THE CHURCH BUILDING, AND 0.7
 FB2094'OF A FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE LANDING. IT IS A
 FB2094'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE PORCH
 FB2094'LANDING AT THE NORTH ENTRANCE INTO THE HOUSE OF FAITH CHURCH AND THE
 FB2094'DISK IS STAMPED LIBERTY RM 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3407 ***********************************************************************
 GA3407  DESIGNATION -  LICK
 GA3407  PID         -  GA3407
 GA3407  STATE/COUNTY-  TN/GREENE
 GA3407  USGS QUAD   -  BAILEYTON (1971)
 GA3407
 GA3407                         *CURRENT SURVEY CONTROL
 GA3407  ___________________________________________________________________
 GA3407* NAD 83(1995)-  36 18 52.96473(N)    082 48 33.88416(W)     ADJUSTED  
 GA3407* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 GA3407  ___________________________________________________________________
 GA3407  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GA3407  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA3407
 GA3407  HORZ ORDER  -  THIRD
 GA3407
 GA3407.The horizontal coordinates were established by classical geodetic methods
 GA3407.and adjusted by the National Geodetic Survey in April 1999..
 GA3407
 GA3407.The orthometric height was scaled from a topographic map.
 GA3407
 GA3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3407
 GA3407.The geoid height was determined by GEOID03.
 GA3407
 GA3407;                    North         East     Units Scale Factor Converg.
 GA3407;SPC TN       -   224,505.384   886,472.342   MT  0.99998351   +1 52 04.4
 GA3407;SPC TN       -   736,564.75  2,908,368.01   sFT  0.99998351   +1 52 04.4
 GA3407;UTM  17      - 4,020,374.845   337,564.245   MT  0.99992510   -1 04 18.5
 GA3407
 GA3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3407!SPC TN       -   0.99994547  x   0.99998351  =   0.99992898
 GA3407!UTM  17      -   0.99994547  x   0.99992510  =   0.99987058
 GA3407
 GA3407|---------------------------------------------------------------------|
 GA3407| PID    Reference Object                     Distance      Geod. Az  |
 GA3407|                                                           dddmmss.s |
 GA3407| DB9597 LICK RM 2                            11.567 METERS 01237     |
 GA3407| GA0887 LICK AZ MK                                         1322004.3 |
 GA3407| DB9596 LICK RM 1                            69.784 METERS 28823     |
 GA3407|---------------------------------------------------------------------|
 GA3407
 GA3407                          SUPERSEDED SURVEY CONTROL
 GA3407
 GA3407  NAD 83(1995)-  36 18 52.96733(N)    082 48 33.88726(W) AD(       ) 3
 GA3407  NAD 83(1995)-  36 18 52.97709(N)    082 48 33.89869(W) AD(       ) 3
 GA3407  NAD 83(1995)-  36 18 52.97054(N)    082 48 33.88742(W) AD(       ) 3
 GA3407  NAD 83(1986)-  36 18 52.97306(N)    082 48 33.88786(W) AD(       ) 3
 GA3407  NAD 27      -  36 18 52.60900(N)    082 48 34.31700(W) AD(       ) 3
 GA3407
 GA3407.Superseded values are not recommended for survey control.
 GA3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3407.See file dsdata.txt to determine how the superseded data were derived.
 GA3407
 GA3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3756420375(NAD 83)
 GA3407_MARKER: DS = TRIANGULATION STATION DISK
 GA3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3407
 GA3407  HISTORY     - Date     Condition        Report By
 GA3407  HISTORY     - 1934     MONUMENTED       CGS
 GA3407  HISTORY     - 1950     GOOD             TVA
 GA3407
 GA3407                          STATION DESCRIPTION
 GA3407
 GA3407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3407'ABOUT 10 MILES NORTH-NORTHEAST OF GREENEVILLE, 1-3/4 MILES SOUTHEAST
 GA3407'OF BAILEYTON, AND
 GA3407'ON PROPERTY OF MR.  HUGHES.  TO REACH FROM
 GA3407'GREENEVILLE COURTHOUSE, GO NORTH 0.7
 GA3407'MILE ON ROUTE 63 TO SIDE ROAD,
 GA3407'TURN LEFT AT SIDE ROAD 100 YARDS AFTER GOING UNDER
 GA3407'UNDERPASS AND
 GA3407'FOLLOW PAVED ROAD 0.1 MILE TO GRAVEL ROAD, TURN RIGHT AND GO 0.15
 GA3407'MILE TO CROSSROAD,
 GA3407'TURN LEFT AND FOLLOW MAIN ROAD 5.5 MILES TO T-ROAD
 GA3407'WITH RED BRICK HOUSE AHEAD, TURN
 GA3407'RIGHT AND GO 0.75 MILE TO ROAD FORKS
 GA3407'AND CROSSROADS, KEEP LEFT AT FORKS AND STRAIGHT
 GA3407'AHEAD AT CROSSROADS
 GA3407'100 FEET BEYOND.  FOLLOW THIS ROAD KEEPING STRAIGHT AHEAD AT ALL
 GA3407'INTERSECTIONS
 GA3407'3.8 MILES TO T-ROAD, TURN LEFT AND GO 1.5 MILES TO
 GA3407'WHITE HOUSE ON RIGHT (END OF
 GA3407'TRUCK TRAVEL).  STATION IS ON BALD
 GA3407'KNOLL, ABOUT 100 YARDS BEHIND HOUSE, 100 YARDS
 GA3407'NORTH OF ROAD, AND 8
 GA3407'FEET WEST OF FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE
 GA3407'STANDARD STATION
 GA3407'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GA3407'MARKS ARE STANDARD
 GA3407'REFERENCE DISKS IN CONCRETE.  NO.  1 IS
 GA3407'ALONG TOP OF RIDGE RUNNING WEST AND
 GA3407'TURNING NORTH AT MARK, AND ABOUT
 GA3407'4 FEET LOWER THAN AND 228.95 FEET FROM STATION
 GA3407'N 71 DEG 37 MIN W.
 GA3407'NO.  2 IS ALONG FENCE LINE, 18 FEET SOUTH OF 16-INCH WALNUT
 GA3407'TREE, AND 5 FEET
 GA3407'LOWER THAN AND 37.95 FEET FROM STATION N 77 DEG 22 MIN E.
 GA3407'DISTANCE BETWEEN REFERENCE MARKS NO.  1 AND NO.  2
 GA3407'IS 228.00 FEET.  AZIMUTH MARK IS ON PROPERTY OF L.B.
 GA3407'GASS, 16 YARDS
 GA3407'NORTHEAST OF NORTHEAST CORNER OF HIS FILLING STATION, 7 YARDS EAST OF
 GA3407'CENTER LINE OF
 GA3407'HIGHWAY LEADING TO STATION, AND ABOUT 0.4 MILE FROM
 GA3407'STATION S 47 DEG 40 MIN E.  BEARING FROM STATION TO
 GA3407'SULPHUR SPRINGS, CHURCH SPIRE, DISTANT ABOUT 0.75
 GA3407'MILE, IS S 25 DEG 05 MIN E.
 GA3407
 GA3407                          STATION RECOVERY (1950)
 GA3407
 GA3407'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA3407'ALL MARKS WERE FOUND IN GOOD CONDITION.
 GA3407'
 GA3407'STATION IS 1.0 MILE NW OF LOCUST SPRINGS AND 246 FEET S 20 DEG E TO NW
 GA3407'CORNER OF 1-1/2
 GA3407'FRAME HOUSE.  A SIGN SET 1.5 FEET S 15 DEG W FROM
 GA3407'MARK.
 GA3407'
 GA3407'THE AZIMUTH MARK IS 0.5 MILE NW OF LOCUST SPRINGS, 22 FEET E OF
 GA3407'CENTER LINE OR
 GA3407'ROAD, ON TOP OF ROAD BANK, 2 FEET W OF FENCE LINE,
 GA3407'65.3 FEET S 50 DEG E TO CONCRETE
 GA3407'POST ON NORTH SIDE OF OPENING IN
 GA3407'HEDGE IN FRONT OF HOUSE, 97.7 FEET S 15 DEG W TO NE
 GA3407'CORNER OF GARAGE,
 GA3407'56.9 FEET N TO NAIL AND BOTTLE CAP IN POWER POLE, 25.6 FEET S 10 DEG E
 GA3407'TO POST AT SW
 GA3407'CORNER OF FIELD.  A SIGN WAS SET 2 FEET N 85 DEG E FROM
 GA3407'MONUMENT IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0887 ***********************************************************************
 GA0887  DESIGNATION -  LICK AZ MK
 GA0887  PID         -  GA0887
 GA0887  STATE/COUNTY-  TN/GREENE
 GA0887  USGS QUAD   -  BAILEYTON (1971)
 GA0887
 GA0887                         *CURRENT SURVEY CONTROL
 GA0887  ___________________________________________________________________
 GA0887* NAD 83(1986)-  36 18 37.     (N)    082 48 15.     (W)     SCALED    
 GA0887* NAVD 88     -       362.492  (meters)    1189.28   (feet)  ADJUSTED  
 GA0887  ___________________________________________________________________
 GA0887  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0887  DYNAMIC HT  -         362.155 (meters)    1188.17  (feet)  COMP
 GA0887  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 GA0887
 GA0887  VERT ORDER  -  SECOND    CLASS 0
 GA0887
 GA0887.The horizontal coordinates were scaled from a topographic map and have
 GA0887.an estimated accuracy of +/- 6 seconds.
 GA0887
 GA0887.The orthometric height was determined by differential leveling
 GA0887.and adjusted by the National Geodetic Survey in June 1991..
 GA0887
 GA0887.The geoid height was determined by GEOID03.
 GA0887
 GA0887.The dynamic height is computed by dividing the NAVD 88
 GA0887.geopotential number by the normal gravity value computed on the
 GA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0887.degrees latitude (g = 980.6199 gals.).
 GA0887
 GA0887.The modeled gravity was interpolated from observed gravity values.
 GA0887
 GA0887;                    North         East    Units  Estimated Accuracy
 GA0887;SPC TN       -   224,030.      886,960.      MT  (+/- 180 meters Scaled)
 GA0887
 GA0887                          SUPERSEDED SURVEY CONTROL
 GA0887
 GA0887  NGVD 29 (??/??/92)  362.629  (m)         1189.73   (f) ADJ UNCH    2 0
 GA0887
 GA0887.Superseded values are not recommended for survey control.
 GA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0887.See file dsdata.txt to determine how the superseded data were derived.
 GA0887
 GA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA380198(NAD 83)
 GA0887_MARKER: DR = REFERENCE MARK DISK
 GA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0887_STAMPING: LICK AZIMUTH 1934
 GA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0887+STABILITY: SURFACE MOTION
 GA0887
 GA0887  HISTORY     - Date     Condition        Report By
 GA0887  HISTORY     - 1934     MONUMENTED       CGS
 GA0887  HISTORY     - 1955     GOOD             TVA
 GA0887
 GA0887                          STATION DESCRIPTION
 GA0887
 GA0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0887'0.5 MI NW FROM LOCUST SPRING.
 GA0887'0.5 MILE NORTHWEST ALONG THE BAILEYTON ROAD FROM THE JUNCTION OF
 GA0887'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE
 GA0887'L.B. GASS PROPERTY, 60 YARDS WEST OF THE RESIDENCE, 52 FEET
 GA0887'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE, 20 FEET EAST OF
 GA0887'THE CENTERLINE OF THE ROAD, AND 5 FEET HIGHER THAN THE ROAD.  A
 GA0887'STANDARD REFERENCE-MARK DISK, STAMPED LICK AZIMUTH 1934 AND SET
 GA0887'IN THE TOP OF A CONCRETE POST.
 GA0887
 GA0887                          STATION RECOVERY (1955)
 GA0887
 GA0887'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1468 ***********************************************************************
 GD1468  DESIGNATION -  LICKED
 GD1468  PID         -  GD1468
 GD1468  STATE/COUNTY-  TN/BENTON
 GD1468  USGS QUAD   -  POPLAR CREEK (1973)
 GD1468
 GD1468                         *CURRENT SURVEY CONTROL
 GD1468  ___________________________________________________________________
 GD1468* NAD 83(1995)-  36 21 23.94000(N)    088 01 38.65080(W)     ADJUSTED  
 GD1468* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GD1468  ___________________________________________________________________
 GD1468  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GD1468  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD1468
 GD1468  HORZ ORDER  -  SECOND
 GD1468
 GD1468.The horizontal coordinates were established by classical geodetic methods
 GD1468.and adjusted by the National Geodetic Survey in April 1999..
 GD1468
 GD1468.The orthometric height was scaled from a topographic map.
 GD1468
 GD1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1468
 GD1468.The geoid height was determined by GEOID03.
 GD1468
 GD1468;                    North         East     Units Scale Factor Converg.
 GD1468;SPC TN       -   226,373.633   418,043.344   MT  0.99998991   -1 11 12.9
 GD1468;SPC TN       -   742,694.16  1,371,530.54   sFT  0.99998991   -1 11 12.9
 GD1468;UTM  16      - 4,023,997.300   407,819.859   MT  0.99970469   -0 36 32.8
 GD1468
 GD1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1468!SPC TN       -   0.99997721  x   0.99998991  =   0.99996712
 GD1468!UTM  16      -   0.99997721  x   0.99970469  =   0.99968191
 GD1468
 GD1468|---------------------------------------------------------------------|
 GD1468| PID    Reference Object                     Distance      Geod. Az  |
 GD1468|                                                           dddmmss.s |
 GD1468| CG3702 LICKED RM 1                          32.373 METERS 08724     |
 GD1468| CG3701 LICKED AZ MK                                       2985404.4 |
 GD1468| CG3703 LICKED RM 2                          21.488 METERS 35758     |
 GD1468|---------------------------------------------------------------------|
 GD1468
 GD1468                          SUPERSEDED SURVEY CONTROL
 GD1468
 GD1468  NAD 83(1995)-  36 21 23.94286(N)    088 01 38.65309(W) AD(       ) 2
 GD1468  NAD 83(1995)-  36 21 23.94392(N)    088 01 38.65751(W) AD(       ) 2
 GD1468  NAD 83(1986)-  36 21 23.94910(N)    088 01 38.65229(W) AD(       ) 2
 GD1468  NAD 27      -  36 21 23.75400(N)    088 01 38.53100(W) AD(       ) 2
 GD1468
 GD1468.Superseded values are not recommended for survey control.
 GD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1468.See file dsdata.txt to determine how the superseded data were derived.
 GD1468
 GD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0782023997(NAD 83)
 GD1468_MARKER: DS = TRIANGULATION STATION DISK
 GD1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1468
 GD1468  HISTORY     - Date     Condition        Report By
 GD1468  HISTORY     - 1934     MONUMENTED       CGS
 GD1468  HISTORY     - 1952     GOOD             CGS
 GD1468  HISTORY     - 1968     GOOD             CGS
 GD1468  HISTORY     - 1971     GOOD             LOCENG
 GD1468  HISTORY     - 1987     GOOD             USPSQD
 GD1468
 GD1468                          STATION DESCRIPTION
 GD1468
 GD1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1468'ABOUT 8.2 MILES NORTH-NORTHEAST OF BIG SANDY, AT SETTLEMENT OF BENNYS
 GD1468'CREEK.  TO REACH STATION FROM RAILROAD CROSSING IN BIG SANDY, TAKE
 GD1468'LICK SPRINGS ROAD AND GO NORTH 8.25 MILES, TURN WEST-NORTHWEST ONTO
 GD1468'ROUGH DIRT ROAD, BENNYS CREEK ROAD, AND CONTINUE 2.6 MILES TO ODOM
 GD1468'SCHOOL, TURN RIGHT 75 YARDS PAST SCHOOL AND CONTINUE 0.3 MILE TO
 GD1468'TOP OF GRADE, TURN RIGHT ONTO DIM WOODS ROAD AND GO 0.2 MILE TO
 GD1468'STATION.  STATION IS ON KNOB ON TOP OF LONG RIDGE, BETWEEN TWO DIM
 GD1468'WOODS ROADS, 140 FEET NORTH OF THEIR JUNCTION FORK, AND 40 FEET EAST
 GD1468'OF CENTER OF WEST FORK.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1468'DISK STATION MARKS IN CONCRETE.  REFERENCE AND
 GD1468'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11B.
 GD1468'NO. 1 IS EAST OF ROAD, DOWN CENTER OF HIGHEST PART OF RIDGE, AND
 GD1468'106.78 FEET FROM STATION N 09 DEG 28 MIN W.  NO. 2 IS
 GD1468'ON WEST EDGE OF SUMMIT, 20 FEET EAST OF WEST EDGE, AND 70.50 FEET
 GD1468'FROM STATION S 81 DEG 05 MIN W.  AZIMUTH MARK IS ABOUT 0.4
 GD1468'MILE EAST OF SETTLEMENT OF BENNYS CREEK, 30 FEET SOUTH OF CENTER
 GD1468'OF BENNYS CREEK ROAD, NEAR LARGE BARN, AND 0.65 MILE FROM STATION
 GD1468'S 22 DEG 02 MIN W.
 GD1468
 GD1468                          STATION RECOVERY (1952)
 GD1468
 GD1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1468'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GD1468'CONDITION.  THE DIRECTIONS TO ALL MARKS WERE CHECKED AND FOUND
 GD1468'CORRECT.  THE DISTANCE TO R.M. NO. 2 WAS CHECKED AND FOUND CORRECT.
 GD1468'THE APPROXIMATE DISTANCE TO THE AZIMUTH MARK WAS FOUND CORRECT.
 GD1468'THE DISTANCE TO R.M. NO. 1 DID NOT CHECK.  A NEW DESCRIPTION
 GD1468'FOLLOWS.
 GD1468'
 GD1468'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF BIG SANDY, NEAR THE
 GD1468'HIGHEST POINT OF A WOODED RIDGE AND IS ON PROPERTY OWNED BY MR. W.
 GD1468'C.  MC DANIEL.  IT IS 38 FEET NORTHEAST OF THE CENTER OF A WOODS
 GD1468'ROAD, 23 FEET NORTHWEST OF A BLAZED 12-INCH OAK TREE AND 1 FOOT EAST
 GD1468'OF A TVA WITNESS POST.  THE MARK PROJECTS ABOUT 12 INCHES AND THE
 GD1468'DISK IS STAMPED LICKED 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 1 IS 106.21 FEET NORTH OF THE STATION, 15 FEET
 GD1468'EAST OF THE CENTER OF THE WOODS ROAD AND 8 FEET EAST OF A BLAZED
 GD1468'12-INCH OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GD1468'IS STAMPED LICKED NO 1 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 2 IS 70.50 FEET SOUTHWEST OF THE STATION, 32 FEET
 GD1468'SOUTHWEST OF THE CENTER OF THE WOODS ROAD AND 20 FEET NORTHWEST OF A
 GD1468'3-TRUNKED 6-INCH OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GD1468'THE DISK IS STAMPED LICKED NO 2 1934.
 GD1468'
 GD1468'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF THE STATION, 30 FEET
 GD1468'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET NORTH OF A 12-INCH
 GD1468'OAK TREE AND 2 FEET WEST OF A TVA WITNESS POST.  THE MARK PROJECTS
 GD1468'ABOUT 12 INCHES AND THE DISK IS STAMPED LICKED 1934.
 GD1468'
 GD1468'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIG SANDY, GO EAST ON
 GD1468'PAVED STREET ON NORTH SIDE OF TRACKS FOR 0.15 MILE TO A T
 GD1468'INTERSECTION, TURN LEFT ON PAVED STREET, CROSSING BRIDGE AND GO 0.2
 GD1468'MILE TO A CROSSROAD, TURN RIGHT AND GO 0.4 MILE TO A FORK, TURN
 GD1468'LEFT AND GO 7.25 MILES FOLLOWING MAIN GRAVEL ROAD, TO A REVERSE
 GD1468'FORK ON THE LEFT, TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.25 MILE TO A
 GD1468'SIDE ROAD RIGHT AND STOCKDALE STORE ON THE LEFT, CONTINUE AHEAD
 GD1468'FOR 0.2 MILE TO A SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.2 MILE TO A
 GD1468'FORK, TURN LEFT ON MAIN ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT,
 GD1468'CONTINUE AHEAD FOR 0.9 MILE TO ANOTHER GRAVEL SIDE ROAD LEFT AT
 GD1468'THE TOP OF A HILL, CONTINUE AHEAD FOR 1.25 MILES TO THE AZIMUTH
 GD1468'MARK ON THE LEFT NEAR THE BOTTOM OF A LONG HILL, CONTINUE AHEAD FOR
 GD1468'0.4 MILE TO A SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.1 MILE TO
 GD1468'HOUSE ON THE LEFT AND A GRAVEL SIDE ROAD, RIGHT, NEAR A CURVE,
 GD1468'TURN RIGHT, LEAVING MAIN ROAD AND FOLLOW GRAVEL ROAD UP HILL FOR
 GD1468'0.4 MILE TO THE TOP OF A RIDGE, TURN RIGHT AND GO SOUTH ON DIM WOODS
 GD1468'ROAD FOR 0.3 MILE TO THE TOP OF A SMALL KNOB AND STATION AS
 GD1468'DESCRIBED.  4-WHEEL DRIVE NEEDED FOR LAST 0.3 MILE.
 GD1468'
 GD1468'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 GD1468
 GD1468                          STATION RECOVERY (1968)
 GD1468
 GD1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1468'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1468'CONDITION.  THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION
 GD1468'MARK AND THE REFERENCE MARKS WERE CHECKED, AND VERIFIED THOSE
 GD1468'MEASUREMENTS AS SHOWN IN THE 1952 RECOVERY NOTE.
 GD1468'
 GD1468'DUE TO CHANGES IN THE ROADS AND PROPERTY OWNERSHIP, THE 1952
 GD1468'DESCRIPTION FOR THIS STATION IS NO LONGER ADEQUATE.
 GD1468'
 GD1468'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1468'
 GD1468'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF BIG SANDY,
 GD1468'ABOUT 4 MILES SOUTH-SOUTHEAST OF THE CONFLUENCE OF THE TENNESSEE
 GD1468'RIVER AND BIG SANDY RIVER ON KENTUCKY LAKE, ABOUT 3.7 MILES EAST OF
 GD1468'THE CORNER OF THE BENTON AND HENRY COUNTY LINE, ABOUT 2.0 MILES
 GD1468'WEST OF THE TRI-CORNER OF BENTON, HENRY AND HOUSTON COUNTY LINES,
 GD1468'ABOUT 0.3 OF A MILE DUE SOUTH OF THE BENTON AND HENRY COUNTY LINE AND
 GD1468'THE SOUTH BOUNDARY OF THE BIG SANDY UNIT OF THE TENNESSEE
 GD1468'NATIONAL WILDLIFE REFUGE, AND NEAR THE HIGHEST POINT OF A HIGH,
 GD1468'HEAVILY WOODED, RIDGE ON THE PROPERTY OF THE CHRISTOPHER FAMILY
 GD1468'ESTATE.
 GD1468'
 GD1468'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST ALONG
 GD1468'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.1 OF A MILE TO A
 GD1468'CROSSROAD.  HERE TURN LEFT, CROSSING THE RAILROAD TRACKS AND GO
 GD1468'NORTH AND NORTHEAST ON A PAVED ROAD FOR 0.5 OF A MILE TO A FORK
 GD1468'WHERE FAXON ROAD BEARS RIGHT AND LICK CREEK ROAD, COUNTY ROAD S 8150
 GD1468'1, BEARS LEFT.  HERE BEAR LEFT ON LICK CREEK ROAD, COUNTY ROAD
 GD1468'8150 1, AND GO NORTHEASTERLY AND NORTH FOR 6.2 MILES TO THE
 GD1468'JUNCTION WITH COUNTY ROAD 8174 WHERE COUNTY ROAD S 8150 BEARS
 GD1468'RIGHT.  HERE CONTINUE NORTHEASTERLY ON COUNTY ROAD 8174 FOR
 GD1468'1.05 MILES TO THE STOCKDALE CEMETERY ON THE RIGHT IN THE SMALL
 GD1468'COMMUNITY OF LICK CREEK.  CONTINUE NORTHERLY ON COUNTY ROAD 8174 FOR
 GD1468'2.2 MILES TO THE CHRISTOPHER HOME LARGE LOG HOUSE AND SIGN THE
 GD1468'CHRISTOPHERS ON THE RIGHT AND A GRAVELED ROAD SHARP LEFT.  TO REACH
 GD1468'THE AZIMUTH MARK FROM THE GRAVELED ROAD SHARP RIGHT ACROSS THE
 GD1468'MAIN ROAD FROM THE CHRISTOPHER HOME, GO SOUTHEASTERLY ON A
 GD1468'GRAVELED ROAD FOR 0.15 OF A MILE TO THE MARK ON THE RIGHT AS
 GD1468'DESCRIBED.  HERE CONTINUE NORTHERLY ON COUNTY ROAD 8174 FOR 0.45 OF
 GD1468'A MILE TO WHERE COUNTY ROAD 8174 TURNS LEFT AT A SIGN
 GD1468'TENNESSEE NATIONAL WILDLIFE REFUGE U.S.D.I. FISH AND WILDLIFE, AND A
 GD1468'NARROW PAVED ROAD CONTINUES UPHILL.  HERE CONTINUE UPHILL, NORTH AND
 GD1468'NORTHEASTERLY ON THIS PAVED ROAD FOR 0.25 OF A MILE TO A TRIANGLE
 GD1468'BLAZED WHITE OAK WITH A 10-INCH WHITE, ROUND MARKER ATTACHED ON
 GD1468'THE RIGHT AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY
 GD1468'ALONG THE TOP OF THE RIDGE FOR ABOUT 0.3 OF A MILE TO THE STATION
 GD1468'NEAR THE HIGHEST POINT AS DESCRIBED.
 GD1468'
 GD1468'THE STATION IS 39 FEET WEST OF AN 18-INCH, TRIANGLE BLAZED, WHITE
 GD1468'OAK TREE, 36 FEET EAST OF THE APPROXIMATE CENTER OF A DIM WOODS
 GD1468'ROAD, 17 FEET SOUTHEAST OF A 12-INCH, TRIANGLE BLAZED CHESTNUT OAK,
 GD1468'AND 1.4 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1468'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1468'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED LICKED 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF A 12-INCH CHINKAPIN OAK
 GD1468'TREE, 16 FEET EAST OF THE APPROXIMATE CENTER OF THE DIM WOODS ROAD, 8
 GD1468'FEET EAST OF A 12-INCH CHINKAPIN OAK TREE, AND 7 FEET WEST OF A
 GD1468'12-INCH BLACK OAK.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1468'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE
 GD1468'DISK IS STAMPED LICKED NO 1 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1468'THE DIM WOODS ROAD, 17 FEET SOUTHWEST OF A 12-INCH, TRIANGLE BLAZED
 GD1468'WHITE OAK TREE, 13 FEET NORTH OF A 10-INCH, TRIANGLE BLAZED POST
 GD1468'OAK TREE, AND 12 FEET WEST OF A 10-INCH, TRIANGLE BLAZED HICKORY
 GD1468'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1468'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GD1468'LICKED NO 2 1934.
 GD1468'
 GD1468'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE SOUTH-SOUTHWEST OF THE
 GD1468'STATION, 30 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1468'ROAD, 14 FEET NORTHWEST OF A 16-INCH, TRIANGLE BLAZED WHITE OAK
 GD1468'TREE, 11 FEET NORTH-NORTHEAST OF AN 8-INCH, TRIANGLE BLAZED BLACK
 GD1468'OAK TREE, AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 GD1468'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GD1468'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 GD1468'THE DISK IS STAMPED LICKED AZI 1934.
 GD1468'
 GD1468'DUE TO NUMEROUS TREES ON LINE, IT WAS NOT POSSIBLE TO MEASURE BETWEEN
 GD1468'THE REFERENCE MARKS.
 GD1468'
 GD1468'NOTE.  THIS STATION CAN NO LONGER BE REACHED WITH FOUR-WHEEL DRIVE AS
 GD1468'PER THE OLD DESCRIPTION.
 GD1468
 GD1468                          STATION RECOVERY (1971)
 GD1468
 GD1468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1468'LICKED STATION MARK RECOVERED IN GOOD CONDITION.
 GD1468'
 GD1468'LICKED 1934 FOUND STAMPED ON THE POINT.
 GD1468'
 GD1468'DESCRIPTION AS IN BULLETIN.
 GD1468'AZ. MK. GOOD, ALSO ALL REF. MKS. GOOD.
 GD1468'
 GD1468'DISTANCE AND DIRECTION FROM NEAREST TOWN 9 MI. N. E. BIG SANDY, TENN.
 GD1468
 GD1468                          STATION RECOVERY (1987)
 GD1468
 GD1468'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GD1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1629 ***********************************************************************
 FD1629  DESIGNATION -  LINDEN
 FD1629  PID         -  FD1629
 FD1629  STATE/COUNTY-  TN/PERRY
 FD1629  USGS QUAD   -  LINDEN (1968)
 FD1629
 FD1629                         *CURRENT SURVEY CONTROL
 FD1629  ___________________________________________________________________
 FD1629* NAD 83(1995)-  35 35 54.00228(N)    087 51 48.59472(W)     ADJUSTED  
 FD1629* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 FD1629  ___________________________________________________________________
 FD1629  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FD1629  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1629
 FD1629  HORZ ORDER  -  SECOND
 FD1629
 FD1629.The horizontal coordinates were established by classical geodetic methods
 FD1629.and adjusted by the National Geodetic Survey in April 1999..
 FD1629
 FD1629.The orthometric height was scaled from a topographic map.
 FD1629
 FD1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1629
 FD1629.The geoid height was determined by GEOID03.
 FD1629
 FD1629;                    North         East     Units Scale Factor Converg.
 FD1629;SPC TN       -   141,958.259   431,149.715   MT  0.99995682   -1 05 27.5
 FD1629;SPC TN       -   465,741.39  1,414,530.36   sFT  0.99995682   -1 05 27.5
 FD1629;UTM  16      - 3,939,742.424   421,781.238   MT  0.99967539   -0 30 09.6
 FD1629
 FD1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1629!SPC TN       -   0.99996566  x   0.99995682  =   0.99992248
 FD1629!UTM  16      -   0.99996566  x   0.99967539  =   0.99964106
 FD1629
 FD1629|---------------------------------------------------------------------|
 FD1629| PID    Reference Object                     Distance      Geod. Az  |
 FD1629|                                                           dddmmss.s |
 FD1629| CG6780 LINDEN RM 1                          25.679 METERS 00329     |
 FD1629| CG6781 LINDEN RM 2                          23.695 METERS 12641     |
 FD1629| CG6779 LINDEN AZ MK                                       1612807.8 |
 FD1629|---------------------------------------------------------------------|
 FD1629
 FD1629                          SUPERSEDED SURVEY CONTROL
 FD1629
 FD1629  NAD 83(1995)-  35 35 54.00626(N)    087 51 48.59554(W) AD(       ) 2
 FD1629  NAD 83(1986)-  35 35 54.01243(N)    087 51 48.59542(W) AD(       ) 2
 FD1629  NAD 27      -  35 35 53.76200(N)    087 51 48.50100(W) AD(       ) 2
 FD1629
 FD1629.Superseded values are not recommended for survey control.
 FD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1629.See file dsdata.txt to determine how the superseded data were derived.
 FD1629
 FD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2178139742(NAD 83)
 FD1629_MARKER: DS = TRIANGULATION STATION DISK
 FD1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1629
 FD1629  HISTORY     - Date     Condition        Report By
 FD1629  HISTORY     - 1934     MONUMENTED       CGS
 FD1629  HISTORY     - 1962     GOOD             CGS
 FD1629
 FD1629                          STATION DESCRIPTION
 FD1629
 FD1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1629'ABOUT 2.5 MILES SOUTHWEST OF LINDEN, ON DIVIDE BETWEEN BUFFALO AND
 FD1629'TENNESSEE RIVERS,
 FD1629'ON HILL KNOWN LOCALLY AS SQUIRREL HOLLOW HILL, ON
 FD1629'PROPERTY OF A TIE COMPANY, 42 FEET
 FD1629'SOUTHEAST OF LEANING 20-INCH OAK,
 FD1629'AND 28.5 FEET EAST OF DOUBLE CHESTNUT TREE WITH
 FD1629'TRIANGULAR BLAZE.  TO
 FD1629'REACH FROM POST OFFICE AT LINDEN, FOLLOW STATE ROUTE 13 SOUTH 1.15
 FD1629'MILES TO
 FD1629'JUNCTION WITH STATE ROUTE 20, GO 1.05 MILES ON ROUTE 13 AND
 FD1629'TURN SHARPLY TO RIGHT AT
 FD1629'SLANTING CROSSROAD NEAR TOP OF GRADE, GO
 FD1629'0.85 MILE AND TURN ONTO LEFT FORK, CONTINUE
 FD1629'0.7 MILE AND TURN ONTO
 FD1629'LEFT FORK AT CREEK, GO 0.25 MILE TO GAP AND TO RIGHT AROUND
 FD1629'MAIL BOX OF W A
 FD1629'SEAGRAVES, FOLLOW WOODS ROAD ALONG RIDGE 0.3 MILE KEEPING
 FD1629'RIGHT AND PASSING ANDY
 FD1629'ANDERSONS HOUSE ON LEFT, GO ALONG TOP OF RIDGE
 FD1629'0.4 MILE TO TOP OF GRADE AND
 FD1629'TRIANGLE-BLAZED TREE ON RIGHT, AND
 FD1629'THENCE UP SLIGHT HILL ON RIGHT ABOUT 50 YARDS
 FD1629'TO STATION.  SURFACE
 FD1629'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1629'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FD1629'IN CONCRETE.  NO 1
 FD1629'IS SLIGHTLY LOWER IN ELEVATION THAN AND
 FD1629'84.25 FEET FROM STATION N 03 DEG 29 MIN W.
 FD1629'NO 2 IS SLIGHTLY
 FD1629'LOWER IN ELEVATION THAN 77.74 FEET FROM STATION S 53 DEG 19 MIN E.
 FD1629'AZIMUTH MARK IS ON EAST SIDE OF MARSH CREEK ROAD, AT NORTH
 FD1629'POINT OF CURVATURE, 5
 FD1629'FEET WEST OF RAIL FENCE OF ED KIMBLE, AND 0.7
 FD1629'MILE FROM STATION S 18 DEG 32 MIN E.
 FD1629'FIRE LOOKOUT
 FD1629'TOWER NEAR STATION POPE (SEE DESCRIPTION OF STATION POPE)
 FD1629'IS 9.7 MILES
 FD1629'FROM STATION  32 DEG 30 MIN E.
 FD1629
 FD1629                          STATION RECOVERY (1962)
 FD1629
 FD1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1629'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1629'DUE TO THE MANY CHANGES
 FD1629'IN THE ROADS AND PROPERTY OWNERS, THE ORIGINAL
 FD1629'DESCRIPTION IS NO LONGER ADEQUATE.
 FD1629'FOLLOWING IS A NEW AND COMPLETE
 FD1629'DESCRIPTION.
 FD1629'
 FD1629'THE STATION IS ON THE PROPERTY OF MR ERVIN SHELTON ABOUT 2.5 MILES
 FD1629'SOUTHWEST OF LINDEN, ON TOP
 FD1629'OF A HILL KNOWN LOCALLY AS SQUIRREL HOLLOW HILL ON THE
 FD1629'DIVIDE BETWEEN THE BUFFALO AND
 FD1629'TENNESSEE RIVERS.
 FD1629'
 FD1629'TO REACH FROM THE POST OFFICE IN LINDEN, ABOUT 0.2 MILE WEST OF THE
 FD1629'SOUTHWEST CORNER OF THE
 FD1629'PERRY COUNTY COURTHOUSE SQUARE, GO WEST ON STATE ROUTES
 FD1629'100 AND 20 FOR 1.2 MILES TO
 FD1629'WHERE STATE ROUTES 100 AND 20 CONTINUE
 FD1629'STRAIGHT AHEAD AND COUNTY ROAD R 7027 BEARS
 FD1629'RIGHT AND COUNTY ROAD R
 FD1629'7184 (OLD STATE ROUTE 13 BYPASS) BEARS LEFT.  HERE BEAR LEFT
 FD1629'ON COUNTY
 FD1629'ROAD R 7184 AND GO SOUTHWEST AND SOUTH FOR 3.1 MILES TO A
 FD1629'CURVE AND THE STATION ON
 FD1629'THE LEFT IN WOODS AS DESCRIBED.
 FD1629'
 FD1629'THE STATION IS 118 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 FD1629'R 7184, 38 FEET WEST OF A
 FD1629'20-INCH, TRIANGLE BLAZED OAK TREE, 28 FEET EAST OF
 FD1629'A FORKED CHESTNUT OAK TREE, 27 FEET
 FD1629'NORTH OF A 16-INCH, TRIANGLE
 FD1629'BLAZED OAK TREE, AND 0.9 FOOT WEST OF A METAL WITNESS
 FD1629'POST AND SIGN.  IT
 FD1629'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1629'MONUMENT THAT
 FD1629'PROJECTS 8 INCHES AND THE DISK IS STAMPED LINDEN 1934.
 FD1629'
 FD1629'REFERENCE MARK NO 1 IS 32 FEET NORTHEAST OF A 16-INCH, TRIANGLE
 FD1629'BLAZED OAK TREE AND 18 FEET
 FD1629'NORTHWEST OF A 10-INCH, TRIANGLE BLAZED OAK TREE.  IT IS
 FD1629'A STANDARD DISK SET IN THE TOP
 FD1629'OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1629'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FD1629'LINDEN NO 1 1934.
 FD1629'
 FD1629'REFERENCE MARK NO 2 IS 29 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED
 FD1629'OAK TREE AND 22 FEET
 FD1629'SOUTHWEST OF A 12-INCH, TIRANGLE BLAZED OAK TREE.  IT IS
 FD1629'A STANDARD DISK SET IN THE TOP
 FD1629'OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1629'THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FD1629'LINDEN NO 2 1934.
 FD1629'
 FD1629'THE AZIMUTH MARK IS NEAR A HOLLY BUSH IN THE LAWN OF THE YARD OF MR B
 FD1629'N ASHLEY, 52 FEET
 FD1629'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AT
 FD1629'POINT OF CURVE, 28 FEET WEST OF
 FD1629'THE SOUTHWEST CORNER OF A HOUSE AND
 FD1629'25 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 FD1629'GARAGE.  IT IS A
 FD1629'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1629'FLUSH CONCRETE
 FD1629'MONUMENT AND THE DISK IS STAMPED LINDEN AZI 1934.
 FD1629'
 FD1629'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON COUNTY
 FD1629'ROAD R 7184 FOR 0.5
 FD1629'MILE TO AN ANGLING CROSSROAD (AIRPORT ROAD) AND A
 FD1629'GRAVELED ROAD THAT BEARS LEFT,
 FD1629'BEAR LEFT ON THIS GRAVELED ROAD AND
 FD1629'CONTINUE SOUTHERLY FOR 0.3 MILE TO A T CROSSROAD
 FD1629'AT THE TOP OF THE
 FD1629'RIDGE, TURN LEFT AND GO EASTERLY DOWN A STEEP HILL FOR 0.5 MILE TO
 FD1629'NEW STATE ROUTE
 FD1629'13, CROSS OVER STATE ROUTE 13 AND CONTINUE EASTERLY
 FD1629'ON GRAVELED ROAD FOR 0.35 MILE TO
 FD1629'WHERE THE ROAD CURVES LEFT AND THE
 FD1629'HOME OF MR B N ASHLEY STRAIGHT AHEAD AND THE MARK AS
 FD1629'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0419 ***********************************************************************
 FE0419  DESIGNATION -  LINE
 FE0419  PID         -  FE0419
 FE0419  STATE/COUNTY-  TN/MCNAIRY
 FE0419  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0419
 FE0419                         *CURRENT SURVEY CONTROL
 FE0419  ___________________________________________________________________
 FE0419* NAD 83(1995)-  35 13 57.24282(N)    088 22 12.33819(W)     ADJUSTED  
 FE0419* NAVD 88     -       141.422  (meters)     463.98   (feet)  ADJUSTED  
 FE0419  ___________________________________________________________________
 FE0419  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FE0419  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0419  DYNAMIC HT  -         141.293 (meters)     463.56  (feet)  COMP
 FE0419  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0419
 FE0419  HORZ ORDER  -  SECOND
 FE0419  VERT ORDER  -  SECOND    CLASS 0
 FE0419
 FE0419.The horizontal coordinates were established by classical geodetic methods
 FE0419.and adjusted by the National Geodetic Survey in April 1999..
 FE0419
 FE0419.The orthometric height was determined by differential leveling
 FE0419.and adjusted by the National Geodetic Survey in June 1991..
 FE0419
 FE0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0419
 FE0419.The geoid height was determined by GEOID03.
 FE0419
 FE0419.The dynamic height is computed by dividing the NAVD 88
 FE0419.geopotential number by the normal gravity value computed on the
 FE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0419.degrees latitude (g = 980.6199 gals.).
 FE0419
 FE0419.The modeled gravity was interpolated from observed gravity values.
 FE0419
 FE0419;                    North         East     Units Scale Factor Converg.
 FE0419;SPC TN       -   102,382.776   384,272.833   MT  1.00000312   -1 23 15.2
 FE0419;SPC TN       -   335,900.82  1,260,735.12   sFT  1.00000312   -1 23 15.2
 FE0419;UTM  16      - 3,899,694.440   375,327.425   MT  0.99979155   -0 47 25.8
 FE0419
 FE0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0419!SPC TN       -   0.99998214  x   1.00000312  =   0.99998526
 FE0419!UTM  16      -   0.99998214  x   0.99979155  =   0.99977369
 FE0419
 FE0419|---------------------------------------------------------------------|
 FE0419| PID    Reference Object                     Distance      Geod. Az  |
 FE0419|                                                           dddmmss.s |
 FE0419| CG3704 LINE RM 1                            25.572 METERS 11219     |
 FE0419| FE0424 FREDS                               APPROX. 2.1 KM 1192927.8 |
 FE0419| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 1.0 KM 2661932.8 |
 FE0419| CG3705 LINE RM 2                            26.090 METERS 28543     |
 FE0419|---------------------------------------------------------------------|
 FE0419
 FE0419                          SUPERSEDED SURVEY CONTROL
 FE0419
 FE0419  NAD 83(1995)-  35 13 57.24541(N)    088 22 12.33926(W) AD(       ) 2
 FE0419  NAD 83(1995)-  35 13 57.24604(N)    088 22 12.33864(W) AD(       ) 2
 FE0419  NAD 83(1995)-  35 13 57.25079(N)    088 22 12.33884(W) AD(       ) 2
 FE0419  NAD 83(1986)-  35 13 57.25190(N)    088 22 12.33863(W) AD(       ) 2
 FE0419  NAD 27      -  35 13 56.95870(N)    088 22 12.19540(W) AD(       ) 2
 FE0419  NGVD 29 (??/??/??)  141.420  (m)          463.98   (f) ADJUSTED    2 0
 FE0419
 FE0419.Superseded values are not recommended for survey control.
 FE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0419.See file dsdata.txt to determine how the superseded data were derived.
 FE0419
 FE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7532799694(NAD 83)
 FE0419_MARKER: DS = TRIANGULATION STATION DISK
 FE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0419_STAMPING: LINE 1962
 FE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0419+STABILITY: SURFACE MOTION
 FE0419
 FE0419  HISTORY     - Date     Condition        Report By
 FE0419  HISTORY     - 1962     MONUMENTED       TNHD
 FE0419  HISTORY     - 1962     GOOD             TNHD
 FE0419
 FE0419                          STATION DESCRIPTION
 FE0419
 FE0419'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0419'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF ADAMSVILLE.
 FE0419'
 FE0419'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST
 FE0419'ON STATE ROUTE NO. 15 FOR 1.2 MILES TO THE STATION ON THE
 FE0419'LEFT AS DESCRIBED.
 FE0419'
 FE0419'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0419'DEPARTMENT DISKS STAMPED LINE 1962. THE SURFACE MARK DISK IS
 FE0419'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND
 FE0419'DISK IS ABOUT 30 INCHES BELOW THE SURFACE. THE STATION IS 34
 FE0419'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 2.4
 FE0419'FEET SOUTH OF A WITNESS POST.
 FE0419'
 FE0419'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0419'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0419'DISK IS STAMPED LINE RM-1 1962. IT IS 34 FEET NORTH OF THE
 FE0419'APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 9 FEET SOUTH OF A
 FE0419'FENCE.
 FE0419'
 FE0419'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0419'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0419'DISK IS STAMPED LINE RM-2 1962. IT IS 28 FEET NORTH OF THE
 FE0419'APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 2 FEET SOUTH OF A
 FE0419'FENCE.
 FE0419'
 FE0419'TRAVERSE STATION FREDS 1962 IS VISIBLE FROM THE GROUND, THEREFORE NO
 FE0419'AZIMUTH MARK WAS ESTABLISHED.
 FE0419'
 FE0419'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 FE0419
 FE0419                          STATION RECOVERY (1962)
 FE0419
 FE0419'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0419'1.2 MI NE FROM ADAMSVILLE.
 FE0419'FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST ON U.S. HIGHWAY
 FE0419'64 FOR 1.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  THE
 FE0419'MARK IS LOCATED 34 FEET NORTH OF THE CENTERLINE OF U.S. 64 AND
 FE0419'2.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FE0419'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0419'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3589 ***********************************************************************
 GA3589  DESIGNATION -  LINE
 GA3589  PID         -  GA3589
 GA3589  STATE/COUNTY-  TN/CLAIBORNE
 GA3589  USGS QUAD   -  WHEELER (1978)
 GA3589
 GA3589                         *CURRENT SURVEY CONTROL
 GA3589  ___________________________________________________________________
 GA3589* NAD 83(1995)-  36 31 45.32584(N)    083 37 23.85292(W)     ADJUSTED  
 GA3589* NAVD 88     -       464.4    (meters)    1524.     (feet)  VERTCON   
 GA3589  ___________________________________________________________________
 GA3589  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GA3589  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA3589
 GA3589  HORZ ORDER  -  SECOND
 GA3589
 GA3589.The horizontal coordinates were established by classical geodetic methods
 GA3589.and adjusted by the National Geodetic Survey in April 1999..
 GA3589
 GA3589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3589
 GA3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3589
 GA3589.The geoid height was determined by GEOID03.
 GA3589
 GA3589;                    North         East     Units Scale Factor Converg.
 GA3589;SPC TN       -   246,227.190   812,835.449   MT  1.00002191   +1 23 29.1
 GA3589;SPC TN       -   807,830.37  2,666,777.64   sFT  1.00002191   +1 23 29.1
 GA3589;UTM  17      - 4,045,855.074   265,134.641   MT  1.00027967   -1 33 43.9
 GA3589
 GA3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3589!SPC TN       -   0.99993193  x   1.00002191  =   0.99995384
 GA3589!UTM  17      -   0.99993193  x   1.00027967  =   1.00021158
 GA3589
 GA3589:                Primary Azimuth Mark                     Grid Az
 GA3589:SPC TN       -  MABE                                     142 41 53.2
 GA3589:UTM  17      -  MABE                                     145 39 06.2
 GA3589
 GA3589|---------------------------------------------------------------------|
 GA3589| PID    Reference Object                     Distance      Geod. Az  |
 GA3589|                                                           dddmmss.s |
 GA3589| GA3043 MABE                                APPROX. 2.3 KM 1440522.3 |
 GA3589| DB9606 LINE RM 1                            11.908 METERS 17249     |
 GA3589| DB9607 LINE RM 2                             9.786 METERS 30735     |
 GA3589|---------------------------------------------------------------------|
 GA3589
 GA3589                          SUPERSEDED SURVEY CONTROL
 GA3589
 GA3589  NAD 83(1995)-  36 31 45.32699(N)    083 37 23.85391(W) AD(       ) 2
 GA3589  NAD 83(1995)-  36 31 45.32275(N)    083 37 23.84566(W) AD(       ) 2
 GA3589  NAD 83(1995)-  36 31 45.33490(N)    083 37 23.85392(W) AD(       ) 2
 GA3589  NAD 83(1986)-  36 31 45.33563(N)    083 37 23.85374(W) AD(       ) 2
 GA3589  NAD 27      -  36 31 45.04910(N)    083 37 24.17776(W) AD(       ) 2
 GA3589  NGVD 29 (07/19/86)  464.5    (m)         1524.     (f) VERT ANG       
 GA3589
 GA3589.Superseded values are not recommended for survey control.
 GA3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3589.See file dsdata.txt to determine how the superseded data were derived.
 GA3589
 GA3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6513545855(NAD 83)
 GA3589_MARKER: DD = SURVEY DISK
 GA3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3589
 GA3589  HISTORY     - Date     Condition        Report By
 GA3589  HISTORY     - 1963     MONUMENTED       TNHD
 GA3589
 GA3589                          STATION DESCRIPTION
 GA3589
 GA3589'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3589'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF TAZEWELL.
 GA3589'
 GA3589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3589'ROUTE 33 IN TAZEWELL, GO
 GA3589'5.4 MILES NORTHEASTERLY ON U.S.  HIGHWAY 25E TO A
 GA3589'PAVED ROAD ON THE LEFT, TURN LEFT
 GA3589'AND GO 0.4 MILE NORTHWESTERLY TO A
 GA3589'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO 0.25
 GA3589'MILE WEST ON THE
 GA3589'GRAVELED ROAD TO A WOODEN GATE ON THE RIGHT.  TURN RIGHT THROUGH
 GA3589'GATE AND CONTINUE
 GA3589'NORTHEAST FOR 0.1 MILE UP A HILL TO A POWER LINE CUT,
 GA3589'FROM HERE FOLLOW POWER LINE
 GA3589'NORTHERLY FOR 0.2 MILE TO THE STATION ON
 GA3589'THE LEFT SIDE OF CUT.
 GA3589'
 GA3589'THE STATION IS 98 FEET SOUTH OF THE POWER POLE NO. 74 AND 21 FEET
 GA3589'NORTHEAST OF A TWIN-TRUNKED
 GA3589'TULIP POPLAR TREE WITH A WITNESS SIGN NAILED ON IT.
 GA3589'THE SURFACE AND UNDERGROUND MARKS
 GA3589'ARE STANDARD TENNESSEE HIGHWAY
 GA3589'DEPARTMENT DISKS AND ARE STAMPED LINE 1963.  THE
 GA3589'UNDERGROUND MARK IS
 GA3589'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA3589'10-INCH SQUARE,
 GA3589'FLUSH, CONCRETE MONUMENT.
 GA3589'
 GA3589'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF A 10-INCH WALNUT TREE
 GA3589'AND 8 FEET EAST OF A
 GA3589'10-INCH HICKORY TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3589'DEPARTMENT DISK SET IN A
 GA3589'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3589'THE DISK IS STAMPED LINE RM-1 1963.
 GA3589'
 GA3589'REFERENCE MARK NO. 2 IS 9 FEET EAST OF A 10-INCH OAK TREE AND 8 FEET
 GA3589'NORTHWEST OF A TWIN-TRUNKED
 GA3589'WILD CHERRY TREE.  IT IS A STANDARD TENNESSEE
 GA3589'HIGHWAY DEPARTMENT DISK SET IN A
 GA3589'10-INCH SQUARE, FLUSH, CONCRETE
 GA3589'MONUMENT AND THE DISK IS STAMPED LINE RM-2 1963.
 GA3589'
 GA3589'THE TRAVERSE GROUND STATIONS RIVER AND/OR MABE WILL SERVE AS THE
 GA3589'AZIMUTH MARK.
 GA3589'
 GA3589'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3589'
 GA3589'THE STATION IS LOCATED ON THE PROPERTY OF FORESTER WYLIE IN THE
 GA3589'KENTUCKY UTILITY
 GA3589'DISTRICT POWER LINE EASEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0420 ***********************************************************************
 FE0420  DESIGNATION -  LINE RM 1
 FE0420  PID         -  FE0420
 FE0420  STATE/COUNTY-  TN/MCNAIRY
 FE0420  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0420
 FE0420                         *CURRENT SURVEY CONTROL
 FE0420  ___________________________________________________________________
 FE0420* NAD 83(1986)-  35 13 57.     (N)    088 22 12.     (W)     SCALED    
 FE0420* NAVD 88     -       141.264  (meters)     463.46   (feet)  ADJUSTED  
 FE0420  ___________________________________________________________________
 FE0420  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0420  DYNAMIC HT  -         141.135 (meters)     463.04  (feet)  COMP
 FE0420  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0420
 FE0420  VERT ORDER  -  SECOND    CLASS 0
 FE0420
 FE0420.The horizontal coordinates were scaled from a topographic map and have
 FE0420.an estimated accuracy of +/- 6 seconds.
 FE0420
 FE0420.The orthometric height was determined by differential leveling
 FE0420.and adjusted by the National Geodetic Survey in June 1991..
 FE0420
 FE0420.The geoid height was determined by GEOID03.
 FE0420
 FE0420.The dynamic height is computed by dividing the NAVD 88
 FE0420.geopotential number by the normal gravity value computed on the
 FE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0420.degrees latitude (g = 980.6199 gals.).
 FE0420
 FE0420.The modeled gravity was interpolated from observed gravity values.
 FE0420
 FE0420;                    North         East    Units  Estimated Accuracy
 FE0420;SPC TN       -   102,380.      384,280.      MT  (+/- 180 meters Scaled)
 FE0420
 FE0420                          SUPERSEDED SURVEY CONTROL
 FE0420
 FE0420  NGVD 29 (??/??/??)  141.262  (m)          463.46   (f) ADJUSTED    2 0
 FE0420
 FE0420.Superseded values are not recommended for survey control.
 FE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0420.See file dsdata.txt to determine how the superseded data were derived.
 FE0420
 FE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD753996(NAD 83)
 FE0420_MARKER: DR = REFERENCE MARK DISK
 FE0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0420_STAMPING: LINE RM-1 1962
 FE0420_MARK LOGO: TNHD  
 FE0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0420+STABILITY: SURFACE MOTION
 FE0420
 FE0420  HISTORY     - Date     Condition        Report By
 FE0420  HISTORY     - 1962     MONUMENTED       TNHD
 FE0420
 FE0420                          STATION DESCRIPTION
 FE0420
 FE0420'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0420'1 MI NE FROM ADAMSVILLE.
 FE0420'THIS MARK IS LOCATED AT THE LINE 1962 STATION SITE, 34 FEET
 FE0420'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 9 FEET SOUTH OF AN
 FE0420'EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0420'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FE0420'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0418 ***********************************************************************
 FE0418  DESIGNATION -  LINE RM 2
 FE0418  PID         -  FE0418
 FE0418  STATE/COUNTY-  TN/MCNAIRY
 FE0418  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0418
 FE0418                         *CURRENT SURVEY CONTROL
 FE0418  ___________________________________________________________________
 FE0418* NAD 83(1986)-  35 13 58.     (N)    088 22 12.     (W)     SCALED    
 FE0418* NAVD 88     -       141.200  (meters)     463.25   (feet)  ADJUSTED  
 FE0418  ___________________________________________________________________
 FE0418  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0418  DYNAMIC HT  -         141.071 (meters)     462.83  (feet)  COMP
 FE0418  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0418
 FE0418  VERT ORDER  -  SECOND    CLASS 0
 FE0418
 FE0418.The horizontal coordinates were scaled from a topographic map and have
 FE0418.an estimated accuracy of +/- 6 seconds.
 FE0418
 FE0418.The orthometric height was determined by differential leveling
 FE0418.and adjusted by the National Geodetic Survey in June 1991..
 FE0418
 FE0418.The geoid height was determined by GEOID03.
 FE0418
 FE0418.The dynamic height is computed by dividing the NAVD 88
 FE0418.geopotential number by the normal gravity value computed on the
 FE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0418.degrees latitude (g = 980.6199 gals.).
 FE0418
 FE0418.The modeled gravity was interpolated from observed gravity values.
 FE0418
 FE0418;                    North         East    Units  Estimated Accuracy
 FE0418;SPC TN       -   102,410.      384,280.      MT  (+/- 180 meters Scaled)
 FE0418
 FE0418                          SUPERSEDED SURVEY CONTROL
 FE0418
 FE0418  NGVD 29 (??/??/??)  141.197  (m)          463.24   (f) ADJUSTED    2 0
 FE0418
 FE0418.Superseded values are not recommended for survey control.
 FE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0418.See file dsdata.txt to determine how the superseded data were derived.
 FE0418
 FE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD753997(NAD 83)
 FE0418_MARKER: DR = REFERENCE MARK DISK
 FE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0418_STAMPING: LINE RM-2 1962
 FE0418_MARK LOGO: TNHD  
 FE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0418+STABILITY: SURFACE MOTION
 FE0418
 FE0418  HISTORY     - Date     Condition        Report By
 FE0418  HISTORY     - 1962     MONUMENTED       TNHD
 FE0418
 FE0418                          STATION DESCRIPTION
 FE0418
 FE0418'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0418'1 MI NE FROM ADAMSVILLE.
 FE0418'THIS MARK IS LOCATED AT THE LINE 1962 STATION SITE, 28 FEET
 FE0418'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 2 FEET SOUTH OF AN
 FE0418'EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0418'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FE0418'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2611 ***********************************************************************
 GB2611  DESIGNATION -  LINGER LAKE ATT MICROWAVE TWR
 GB2611  PID         -  GB2611
 GB2611  STATE/COUNTY-  TN/CUMBERLAND
 GB2611  USGS QUAD   -  FOX CREEK (1974)
 GB2611
 GB2611                         *CURRENT SURVEY CONTROL
 GB2611  ___________________________________________________________________
 GB2611* NAD 83(1995)-  36 01 18.87274(N)    084 58 19.71075(W)     ADJUSTED  
 GB2611* NAVD 88     -                                                        
 GB2611  ___________________________________________________________________
 GB2611  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GB2611  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GB2611
 GB2611  HORZ ORDER  -  THIRD
 GB2611
 GB2611.The horizontal coordinates were established by classical geodetic methods
 GB2611.and adjusted by the National Geodetic Survey in April 1999..
 GB2611
 GB2611
 GB2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2611
 GB2611.The geoid height was determined by GEOID03.
 GB2611
 GB2611;                    North         East     Units Scale Factor Converg.
 GB2611;SPC TN       -   187,832.846   692,643.851   MT  0.99995376   +0 36 06.3
 GB2611;SPC TN       -   616,248.26  2,272,449.03   sFT  0.99995376   +0 36 06.3
 GB2611;UTM  16      - 3,988,280.631   682,727.331   MT  1.00001143   +1 11 34.4
 GB2611
 GB2611                          SUPERSEDED SURVEY CONTROL
 GB2611
 GB2611  NAD 83(1995)-  36 01 18.87831(N)    084 58 19.71076(W) AD(       ) 4
 GB2611  NAD 83(1995)-  36 01 18.87810(N)    084 58 19.71035(W) AD(       ) 4
 GB2611  NAD 83(1986)-  36 01 18.88486(N)    084 58 19.70979(W) AD(       ) 4
 GB2611  NAD 27      -  36 01 18.64000(N)    084 58 19.86800(W) AD(       ) 3
 GB2611
 GB2611.Superseded values are not recommended for survey control.
 GB2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2611.See file dsdata.txt to determine how the superseded data were derived.
 GB2611
 GB2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8272788281(NAD 83)
 GB2611_MARKER: 45 = MICROWAVE TOWER
 GB2611
 GB2611  HISTORY     - Date     Condition        Report By
 GB2611  HISTORY     - 1960     FIRST OBSERVED   CGS
 GB2611  HISTORY     - 1969     GOOD             CGS
 GB2611
 GB2611                          STATION DESCRIPTION
 GB2611
 GB2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2611'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CROSSVILLE. THE TOWER
 GB2611'IS 285 FEET IN OVER-ALL HEIGHT, COLORED RED AND WHITE AND THE
 GB2611'FLASHING RED LIGHT ON TOP WAS THE POINT INTERSECTED.
 GB2611'
 GB2611'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO NORTHWEST
 GB2611'ON MAIN STREET FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT AND A SIGN
 GB2611'LINGER LAKE, TURN RIGHT, NORTH, FOR 6.2 MILES TO A TRACK ROAD ON THE
 GB2611'RIGHT AND A SIGN SLATE SPRINGS BAPTIST CHURCH, TURN RIGHT, EAST,
 GB2611'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 GB2611
 GB2611                          STATION RECOVERY (1969)
 GB2611
 GB2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 GB2611'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB2611'
 GB2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 GB2611'CROSSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0513 ***********************************************************************
 FD0513  DESIGNATION -  LIPCOMB
 FD0513  PID         -  FD0513
 FD0513  STATE/COUNTY-  TN/WILLIAMSON
 FD0513  USGS QUAD   -  FRANKLIN (1981)
 FD0513
 FD0513                         *CURRENT SURVEY CONTROL
 FD0513  ___________________________________________________________________
 FD0513* NAD 83(1995)-  35 59 44.09268(N)    086 47 41.50923(W)     ADJUSTED  
 FD0513* NAVD 88     -       216.206  (meters)     709.34   (feet)  ADJUSTED  
 FD0513  ___________________________________________________________________
 FD0513  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FD0513  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0513  DYNAMIC HT  -         216.017 (meters)     708.72  (feet)  COMP
 FD0513  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0513
 FD0513  HORZ ORDER  -  SECOND
 FD0513  VERT ORDER  -  SECOND    CLASS 0
 FD0513
 FD0513.The horizontal coordinates were established by classical geodetic methods
 FD0513.and adjusted by the National Geodetic Survey in April 1999..
 FD0513
 FD0513.The orthometric height was determined by differential leveling
 FD0513.and adjusted by the National Geodetic Survey in June 1991..
 FD0513
 FD0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0513
 FD0513.The geoid height was determined by GEOID03.
 FD0513
 FD0513.The dynamic height is computed by dividing the NAVD 88
 FD0513.geopotential number by the normal gravity value computed on the
 FD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0513.degrees latitude (g = 980.6199 gals.).
 FD0513
 FD0513.The modeled gravity was interpolated from observed gravity values.
 FD0513
 FD0513;                    North         East     Units Scale Factor Converg.
 FD0513;SPC TN       -   184,716.209   528,332.364   MT  0.99995236   -0 27 55.2
 FD0513;SPC TN       -   606,023.10  1,733,370.43   sFT  0.99995236   -0 27 55.2
 FD0513;UTM  16      - 3,983,477.808   518,489.493   MT  0.99960421   +0 07 14.0
 FD0513
 FD0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0513!SPC TN       -   0.99997060  x   0.99995236  =   0.99992297
 FD0513!UTM  16      -   0.99997060  x   0.99960421  =   0.99957483
 FD0513
 FD0513|---------------------------------------------------------------------|
 FD0513| PID    Reference Object                     Distance      Geod. Az  |
 FD0513|                                                           dddmmss.s |
 FD0513| FD0512 LIPCOMB RM 2                         23.755 METERS 00017     |
 FD0513| FD0514 LIPCOMB RM 1                         24.284 METERS 10419     |
 FD0513| FD0518 VADEN                               APPROX. 2.6 KM 1972840.1 |
 FD0513|---------------------------------------------------------------------|
 FD0513
 FD0513                          SUPERSEDED SURVEY CONTROL
 FD0513
 FD0513  NAD 83(1995)-  35 59 44.09571(N)    086 47 41.51035(W) AD(       ) 2
 FD0513  NAD 83(1986)-  35 59 44.10316(N)    086 47 41.51196(W) AD(       ) 2
 FD0513  NAD 27      -  35 59 43.87950(N)    086 47 41.51090(W) AD(       ) 2
 FD0513  NGVD 29 (??/??/92)  216.206  (m)          709.34   (f) ADJ UNCH    2 0
 FD0513
 FD0513.Superseded values are not recommended for survey control.
 FD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0513.See file dsdata.txt to determine how the superseded data were derived.
 FD0513
 FD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1848983478(NAD 83)
 FD0513_MARKER: DE = TRAVERSE STATION DISK
 FD0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0513_STAMPING: LIPCOMB 1960
 FD0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0513+STABILITY: SURFACE MOTION
 FD0513
 FD0513  HISTORY     - Date     Condition        Report By
 FD0513  HISTORY     - 1960     MONUMENTED       TNHD
 FD0513  HISTORY     - 1960     GOOD             CGS
 FD0513  HISTORY     - 1963     GOOD             CGS
 FD0513  HISTORY     - 1963     SEE DESCRIPTION  TNHD
 FD0513
 FD0513                          STATION DESCRIPTION
 FD0513
 FD0513'DESCRIBED BY TN HIGHWAY DEPT 1960 (CAA)
 FD0513'THE STATION IS LCOATED ABOUT 7 MILES NORTH-NORTHEAST OF FRANKLIN, 3
 FD0513'MILES SOUTH OF BRENTWOOD, 1
 FD0513'MILE EAST OF FRANKLIN PIKE AND IN THE SOUTHWEST
 FD0513'CORNER OF LIPSCOMB SCHOOL
 FD0513'PROPERTY.
 FD0513'
 FD0513'TO REACH FROM THE POST OFFICE IN BRENTWOOD, GO SOUTH ON FRANKLIN PIKE
 FD0513'FOR 2.9 MILES TO A SIDE
 FD0513'ROAD LEFT, CALLENDER ROAD, TURN LEFT AND GO 0.9 MILE
 FD0513'TO THE LIPSCOMB SCHOOL ON THE
 FD0513'RIGHT, TURN RIGHT AND GO SOUTH FOR
 FD0513'ABOUT 400 FEET TO THE SOUTHWEST CORNER OF THE
 FD0513'SCHOOL PROPERTY AND THE
 FD0513'MARK AS DESCRIBED.
 FD0513'
 FD0513'IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 FD0513'POST SET FLUSH WITH THE
 FD0513'GROUND AND THE DISK IS STAMPED LIPCOMB 1960.  IT IS 14
 FD0513'FEET NORTHEAST OF THE SOUTHWEST
 FD0513'FENCE CORNER POST AND 9 FEET
 FD0513'SOUTHEAST OF A METAL WITNESS POST.  THE
 FD0513'UNDERGROUND MARK IS ABOUT
 FD0513'30-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FD0513'STAMPED
 FD0513'LIPCOMB 1960.
 FD0513'
 FD0513'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD0513'CONCRETE POST SET FLUSH WITH
 FD0513'THE GROUND AND THE DISK IS STAMPED LIBCOMB NO 1 1960.
 FD0513'IT IS 1 FOOT NORTH OF A WOVEN
 FD0513'WIRE FENCE.
 FD0513'
 FD0513'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD0513'CONCRETE POST SET FLUSH WITH
 FD0513'THE GROUND AND THE DISK IS STAMPED LIPCOMB NO 2 1960.
 FD0513'IT IS 1 FOOT EAST OF A WOVEN WIRE
 FD0513'FENCE.
 FD0513'
 FD0513'TRAVERSE STATION VADEN WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0513'THEREOF.
 FD0513'
 FD0513'HEIGHT OF LIGHT ABOVE STATION MARK 19.5 METERS.
 FD0513
 FD0513                          STATION RECOVERY (1960)
 FD0513
 FD0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0513'3.4 MI S FROM BRENTWOOD.
 FD0513'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0513'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN
 FD0513'1.9 MILE SOUTH ON INTERSTATE HIGHWAY 65 TO THE LIPCOMB SCHOOL.
 FD0513'THE STATION MARK IS ABOUT 400 FT. SOUTHWEST OF THE SCHOOL
 FD0513'BUILDING, IN THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS, 14 FT.
 FD0513'NORTHEAST OF THE SOUTHWEST FENCE CORNER POST AND 9 FT. SOUTHEAST
 FD0513'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0513'THAT IS FLUSH WITH THE GROUND.
 FD0513
 FD0513                          STATION RECOVERY (1963)
 FD0513
 FD0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD0513'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD0513'EXCELLENT CONDITION.  THE
 FD0513'ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
 FD0513
 FD0513                          STATION RECOVERY (1963)
 FD0513
 FD0513'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FD0513'THE STATION AND BOTH REFERENCE MARKS, NO. 1 AND NO. 2, WERE DESTROYED
 FD0513'BY CONSTRUCTION FOR INTERSTATE HIGHWAY 65.
 FD0513'
 FD0513'THE SURFACE STATION DISK AND 1 REFERENCE MARK DISK WERE RECOVERED AND
 FD0513'THE DISKS WILL BE FORWARDED TO WASHINGTON.  THE UNDERGROUND MARK WAS
 FD0513'SEARCHED FOR BUT IS CONSIDERED LOST AS THE GROUND AT THE STATION
 FD0513'SITE WAS EXCAVATED ABOUT 6 FEET BELOW THE ORIGINIAL SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0514 ***********************************************************************
 FD0514  DESIGNATION -  LIPCOMB RM 1
 FD0514  PID         -  FD0514
 FD0514  STATE/COUNTY-  TN/WILLIAMSON
 FD0514  USGS QUAD   -  FRANKLIN (1981)
 FD0514
 FD0514                         *CURRENT SURVEY CONTROL
 FD0514  ___________________________________________________________________
 FD0514* NAD 83(1986)-  35 59 43.     (N)    086 47 41.     (W)     SCALED    
 FD0514* NAVD 88     -       215.751  (meters)     707.84   (feet)  ADJUSTED  
 FD0514  ___________________________________________________________________
 FD0514  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0514  DYNAMIC HT  -         215.562 (meters)     707.22  (feet)  COMP
 FD0514  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0514
 FD0514  VERT ORDER  -  SECOND    CLASS 0
 FD0514
 FD0514.The horizontal coordinates were scaled from a topographic map and have
 FD0514.an estimated accuracy of +/- 6 seconds.
 FD0514
 FD0514.The orthometric height was determined by differential leveling
 FD0514.and adjusted by the National Geodetic Survey in June 1991..
 FD0514
 FD0514.The geoid height was determined by GEOID03.
 FD0514
 FD0514.The dynamic height is computed by dividing the NAVD 88
 FD0514.geopotential number by the normal gravity value computed on the
 FD0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0514.degrees latitude (g = 980.6199 gals.).
 FD0514
 FD0514.The modeled gravity was interpolated from observed gravity values.
 FD0514
 FD0514;                    North         East    Units  Estimated Accuracy
 FD0514;SPC TN       -   184,680.      528,350.      MT  (+/- 180 meters Scaled)
 FD0514
 FD0514                          SUPERSEDED SURVEY CONTROL
 FD0514
 FD0514  NGVD 29 (??/??/92)  215.751  (m)          707.84   (f) ADJ UNCH    2 0
 FD0514
 FD0514.Superseded values are not recommended for survey control.
 FD0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0514.See file dsdata.txt to determine how the superseded data were derived.
 FD0514
 FD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE185834(NAD 83)
 FD0514_MARKER: DR = REFERENCE MARK DISK
 FD0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0514_STAMPING: LIPCOMB NO 1 1960
 FD0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0514+STABILITY: SURFACE MOTION
 FD0514
 FD0514  HISTORY     - Date     Condition        Report By
 FD0514  HISTORY     - 1960     MONUMENTED       CGS
 FD0514
 FD0514                          STATION DESCRIPTION
 FD0514
 FD0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0514'3.4 MI S FROM BRENTWOOD.
 FD0514'THIS MARK IS LOCATED AT THE LIPCOMB 1960 STATION SITE, 79.6 FT.
 FD0514'EAST OF THE STATION MARK, AND 1 FT. NORTH OF A WOVEN WIRE FENCE.
 FD0514'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0514'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0512 ***********************************************************************
 FD0512  DESIGNATION -  LIPCOMB RM 2
 FD0512  PID         -  FD0512
 FD0512  STATE/COUNTY-  TN/WILLIAMSON
 FD0512  USGS QUAD   -  FRANKLIN (1981)
 FD0512
 FD0512                         *CURRENT SURVEY CONTROL
 FD0512  ___________________________________________________________________
 FD0512* NAD 83(1986)-  35 59 43.     (N)    086 47 41.     (W)     SCALED    
 FD0512* NAVD 88     -       216.135  (meters)     709.10   (feet)  ADJUSTED  
 FD0512  ___________________________________________________________________
 FD0512  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0512  DYNAMIC HT  -         215.946 (meters)     708.48  (feet)  COMP
 FD0512  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0512
 FD0512  VERT ORDER  -  SECOND    CLASS 0
 FD0512
 FD0512.The horizontal coordinates were scaled from a topographic map and have
 FD0512.an estimated accuracy of +/- 6 seconds.
 FD0512
 FD0512.The orthometric height was determined by differential leveling
 FD0512.and adjusted by the National Geodetic Survey in June 1991..
 FD0512
 FD0512.The geoid height was determined by GEOID03.
 FD0512
 FD0512.The dynamic height is computed by dividing the NAVD 88
 FD0512.geopotential number by the normal gravity value computed on the
 FD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0512.degrees latitude (g = 980.6199 gals.).
 FD0512
 FD0512.The modeled gravity was interpolated from observed gravity values.
 FD0512
 FD0512;                    North         East    Units  Estimated Accuracy
 FD0512;SPC TN       -   184,680.      528,350.      MT  (+/- 180 meters Scaled)
 FD0512
 FD0512                          SUPERSEDED SURVEY CONTROL
 FD0512
 FD0512  NGVD 29 (??/??/92)  216.135  (m)          709.10   (f) ADJ UNCH    2 0
 FD0512
 FD0512.Superseded values are not recommended for survey control.
 FD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0512.See file dsdata.txt to determine how the superseded data were derived.
 FD0512
 FD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE185834(NAD 83)
 FD0512_MARKER: DR = REFERENCE MARK DISK
 FD0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0512_STAMPING: LIPCOMB NO 2 1960
 FD0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0512+STABILITY: SURFACE MOTION
 FD0512
 FD0512  HISTORY     - Date     Condition        Report By
 FD0512  HISTORY     - 1960     MONUMENTED       CGS
 FD0512
 FD0512                          STATION DESCRIPTION
 FD0512
 FD0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0512'3.4 MI S FROM BRENTWOOD.
 FD0512'THIS MARK IS LOCATED AT THE LIPCOMB 1960 STATION SITE, 78 FT.
 FD0512'NORTH OF THE STATION MARK AND 1 FT. NORTH OF A WOVEN WIRE FENCE.
 FD0512'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0512'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1662 ***********************************************************************
 GB1662  DESIGNATION -  LIVINGSTON
 GB1662  PID         -  GB1662
 GB1662  STATE/COUNTY-  TN/OVERTON
 GB1662  USGS QUAD   -  LIVINGSTON (1986)
 GB1662
 GB1662                         *CURRENT SURVEY CONTROL
 GB1662  ___________________________________________________________________
 GB1662* NAD 83(1986)-  36 23 00.     (N)    085 19 23.     (W)     SCALED    
 GB1662* NAVD 88     -       316.248  (meters)    1037.56   (feet)  ADJUSTED  
 GB1662  ___________________________________________________________________
 GB1662  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB1662  DYNAMIC HT  -         315.965 (meters)    1036.63  (feet)  COMP
 GB1662  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GB1662
 GB1662  VERT ORDER  -  SECOND    CLASS 0
 GB1662
 GB1662.The horizontal coordinates were scaled from a topographic map and have
 GB1662.an estimated accuracy of +/- 6 seconds.
 GB1662
 GB1662.The orthometric height was determined by differential leveling
 GB1662.and adjusted by the National Geodetic Survey in June 1991..
 GB1662
 GB1662.The geoid height was determined by GEOID03.
 GB1662
 GB1662.The dynamic height is computed by dividing the NAVD 88
 GB1662.geopotential number by the normal gravity value computed on the
 GB1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1662.degrees latitude (g = 980.6199 gals.).
 GB1662
 GB1662.The modeled gravity was interpolated from observed gravity values.
 GB1662
 GB1662;                    North         East    Units  Estimated Accuracy
 GB1662;SPC TN       -   227,660.      660,740.      MT  (+/- 180 meters Scaled)
 GB1662
 GB1662                          SUPERSEDED SURVEY CONTROL
 GB1662
 GB1662  NGVD 29 (??/??/92)  316.330  (m)         1037.83   (f) ADJ UNCH    2 0
 GB1662
 GB1662.Superseded values are not recommended for survey control.
 GB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1662.See file dsdata.txt to determine how the superseded data were derived.
 GB1662
 GB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF504277(NAD 83)
 GB1662_MARKER: DB = BENCH MARK DISK
 GB1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1662_SP_SET: STEP
 GB1662_STAMPING: LIVINGSTON 1935
 GB1662_MARK LOGO: CGS   
 GB1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1662
 GB1662  HISTORY     - Date     Condition        Report By
 GB1662  HISTORY     - 1935     MONUMENTED       CGS
 GB1662  HISTORY     - 1942     GOOD             NGS
 GB1662
 GB1662                          STATION DESCRIPTION
 GB1662
 GB1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1662'AT LIVINGSTON.
 GB1662'AT LIVINGSTON, OVERTON COUNTY, AT THE EAST ENTRANCE TO THE COUNTY
 GB1662'COURTHOUSE, 3 FEET EAST OF THE EAST WALL, IN THE TOP OF A CONCRETE
 GB1662'STEP, 0.8 FEET SOUTH OF THE NORTH EDGE, AND ABOUT 2.0 FEET HIGHER
 GB1662'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED LIVINGSTON 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2479 ***********************************************************************
 GB2479  DESIGNATION -  LIVINGSTON
 GB2479  PID         -  GB2479
 GB2479  STATE/COUNTY-  TN/OVERTON
 GB2479  USGS QUAD   -  LIVINGSTON (1986)
 GB2479
 GB2479                         *CURRENT SURVEY CONTROL
 GB2479  ___________________________________________________________________
 GB2479* NAD 83(1995)-  36 23 13.33116(N)    085 19 09.00419(W)     ADJUSTED  
 GB2479* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GB2479  ___________________________________________________________________
 GB2479  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 GB2479  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2479
 GB2479  HORZ ORDER  -  SECOND
 GB2479
 GB2479.The horizontal coordinates were established by classical geodetic methods
 GB2479.and adjusted by the National Geodetic Survey in April 1999..
 GB2479
 GB2479.The orthometric height was scaled from a topographic map.
 GB2479
 GB2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2479
 GB2479.The geoid height was determined by GEOID03.
 GB2479
 GB2479;                    North         East     Units Scale Factor Converg.
 GB2479;SPC TN       -   228,073.190   661,084.181   MT  0.99999488   +0 23 54.9
 GB2479;SPC TN       -   748,270.12  2,168,907.02   sFT  0.99999488   +0 23 54.9
 GB2479;UTM  16      - 4,028,189.846   650,752.190   MT  0.99988001   +0 59 50.3
 GB2479
 GB2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2479!SPC TN       -   0.99995483  x   0.99999488  =   0.99994971
 GB2479!UTM  16      -   0.99995483  x   0.99988001  =   0.99983485
 GB2479
 GB2479:                Primary Azimuth Mark                     Grid Az
 GB2479:SPC TN       -  PILOT                                    060 38 06.3
 GB2479:UTM  16      -  PILOT                                    060 02 10.9
 GB2479
 GB2479|---------------------------------------------------------------------|
 GB2479| PID    Reference Object                     Distance      Geod. Az  |
 GB2479|                                                           dddmmss.s |
 GB2479| GB2382 PILOT                               APPROX. 8.5 KM 0610201.2 |
 GB2479| GB2396 LIVINGSTON MAGNETIC STA              67.565 METERS 20218     |
 GB2479| CG6786 LIVINGSTON RM 1                      30.934 METERS 20616     |
 GB2479| CG6787 LIVINGSTON RM 2                      52.785 METERS 28819     |
 GB2479| CG6785 LIVINGSTON AZ MK                                   3384322.4 |
 GB2479|---------------------------------------------------------------------|
 GB2479
 GB2479                          SUPERSEDED SURVEY CONTROL
 GB2479
 GB2479  NAD 83(1995)-  36 23 13.33232(N)    085 19 09.00493(W) AD(       ) 2
 GB2479  NAD 83(1995)-  36 23 13.34015(N)    085 19 09.00882(W) AD(       ) 2
 GB2479  NAD 83(1986)-  36 23 13.34250(N)    085 19 09.00759(W) AD(       ) 2
 GB2479  NAD 27      -  36 23 13.10800(N)    085 19 09.12500(W) AD(       ) 2
 GB2479
 GB2479.Superseded values are not recommended for survey control.
 GB2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2479.See file dsdata.txt to determine how the superseded data were derived.
 GB2479
 GB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5075228190(NAD 83)
 GB2479_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GB2479_SETTING: 0 = UNSPECIFIED SETTING
 GB2479_STAMPING: LIVINGSTON 1935
 GB2479_MARK LOGO: CGS   
 GB2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2479
 GB2479  HISTORY     - Date     Condition        Report By
 GB2479  HISTORY     - 1935     MONUMENTED       CGS
 GB2479  HISTORY     - 1942     GOOD             CGS
 GB2479  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GB2479  HISTORY     - 1974     GOOD             TVA
 GB2479
 GB2479                          STATION DESCRIPTION
 GB2479
 GB2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2479'STATION IS IN THE NE PART OF THE TOWN OF LIVINGSTON, ON THE GROUNDS
 GB2479'OF THE NEW GRAMMAR SCHOOL.
 GB2479'
 GB2479'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE FLUSH WITH THE
 GB2479'GROUND.  IT IS 83.1 FEET NW OF THE SW CORNER OF SCHOOL BUILDING,
 GB2479'98.2 FEET SW OF THE NW CORNER OF SCHOOL BUILDING, 106.5 FEET SE OF
 GB2479'THE SE CORNER OF LIVINGSTON ACADEMY AND 26.4 FEET W OF THE W WALL OF
 GB2479'THE PUBLIC SCHOOL BUILDING.
 GB2479'
 GB2479'UNDERGROUND MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND
 GB2479'CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD BRONZE DISK.
 GB2479'
 GB2479'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IS SW OF STATION,
 GB2479'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT E OF N-S
 GB2479'WIRE FENCE LINE, 83.2 FEET W OF THE SW CORNER OF THE SCHOOL BUILDING
 GB2479'AND 19 FEET N OF 8-INCH OAK TREE.
 GB2479'
 GB2479'REFERENCE MARK NO. 2 A STANDARD BRONZE DISK IS WNW OF STATION SET IN
 GB2479'CONCRETE SIDEWALK, AND 14.5 FEET S OF THE FRONT ENTRANCE TO
 GB2479'LIVINGSTON ACADEMY.
 GB2479'
 GB2479'AZIMUTH MARK IS ABOUT 350 YARDS NNW OF STATION IN THE N EDGE OF A
 GB2479'PASTURE, 1 FOOT S OF E-W WIRE FENCE LINE, 21 FEET W OF FENCE CORNER,
 GB2479'AND PROJECTS 2 INCHES ABOVE THE GROUND.
 GB2479'
 GB2479'LIVINGSTON MAGNETIC IS SW OF STATION, SET IN 6- BY 6- BY 30-INCH
 GB2479'MARBLE POST, PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GB2479'IS 99 PACES S OF THE FRONT ENTRANCE TO LIVINGSTON ACADEMY, 52 FEET N
 GB2479'OF CENTER LINE OF E-W GRAVEL ROAD, 3.4 FEET N OF N EDGE OF E-W
 GB2479'SIDEWALK, 52.1 FEET E OF E EDGE OF N-S SIDEWALK, AND 11.4 FEET NE OF
 GB2479'TELEPHONE POLE.  (DISTANCE WAS MEASURED BY TRAVERSE TO STATION).
 GB2479'
 GB2479'TO REACH STATION FROM THE NE CORNER OF THE COURTHOUSE, GO E ON STATE
 GB2479'ROUTE 52 FOR 0.2 MILE, TURN LEFT (N) ON ROBERTS STREET FOR 2
 GB2479'BLOCKS, TURN LEFT (W) FOR 50 FEET, THEN TURN RIGHT (N) ON TO DRIVE ON
 GB2479'W SIDE OF SCHOOL BUILDING FOR 100 FEET TO STATION ON LEFT.
 GB2479'
 GB2479'A 77-FOOT TOWER REQUIRED.
 GB2479
 GB2479                          STATION RECOVERY (1942)
 GB2479
 GB2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (SBS)
 GB2479'REFERENCE MARK 1, IS LOCATED IN THE CAMPUS OF LIVINGSTON ACADEMY,
 GB2479'LIVINGSTON, OVERTON, COUNTY, TENN, ABOUT FIFTY
 GB2479'FEET N OF STREET ON S SIDE OF CAMPUS ALONG THE E BOUNDRY LINE.
 GB2479'
 GB2479'MARKER LIVINGSTON 2, 1935 IS LOCATED IN THE SIDEWALK AT THE S
 GB2479'ENTRANCE TO LIVINGSTON ACADEMY ABOUT TEN FEET FROM S SIDE OF
 GB2479'BUILDING IN THE E EDGE OF THE SIDEWALK.  THIS MARKER IS IN GOOD
 GB2479'CONDITION.
 GB2479'
 GB2479'A THIRD MARKER ON THE GROUNDS OF LIVINGSTON ACADEMY IS MARKED
 GB2479'MAGNETIC STATION.  THE POST OF THIS MARKER HAS CHIPPED EDGES AND
 GB2479'TWO SMALL CRACKS RADIATING FROM THE MARKER PLATE.
 GB2479
 GB2479                          STATION RECOVERY (1949)
 GB2479
 GB2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JAW)
 GB2479'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 GB2479'EXCEPT THAT THE STATION IN NOW ABOUT ONE FOOT UNDER A GRAVEL
 GB2479'DRIVEWAY.  ALL REFERENCE MARK WERE RECOVERED AS DESCRIBED AND ALSO
 GB2479'THE LIVINGSTON MAGNETIC STATION.
 GB2479
 GB2479                          STATION RECOVERY (1974)
 GB2479
 GB2479'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB2479'LIVINGSTON STATION MARK RECOVERED IN GOOD CONDITION.
 GB2479'
 GB2479'LIVINGSTON STATION MARK 1935 FOUND STAMPED ON THE POINT.
 GB2479'
 GB2479'REF NO. 1 FOUND AND RECOVERED IN GOOD CONDITION.
 GB2479'REF NO. 2 NOW INSIDE NEW ADDITION TO SCHOOL.
 GB2479'AZI MARK NOT FOUND, BELIEVE DESTROYED BY DWELLING HOUSE.  STA IS
 GB2479'0.2 UNDERGROUND DRIVE.
 GB2479'93.5 N 75 IN TO SE COR OF NEW ADDITION TO OLD SCHOOL BLDG.
 GB2479'65.6 N-10W TO 30 INCH CHERRY TREE.
 GB2479'
 GB2479'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LIVINGSTON, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2396 ***********************************************************************
 GB2396  DESIGNATION -  LIVINGSTON MAGNETIC STA
 GB2396  PID         -  GB2396
 GB2396  STATE/COUNTY-  TN/OVERTON
 GB2396  USGS QUAD   -  LIVINGSTON (1986)
 GB2396
 GB2396                         *CURRENT SURVEY CONTROL
 GB2396  ___________________________________________________________________
 GB2396* NAD 83(1995)-  36 23 11.30322(N)    085 19 10.03320(W)     ADJUSTED  
 GB2396* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GB2396  ___________________________________________________________________
 GB2396  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 GB2396  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2396
 GB2396  HORZ ORDER  -  SECOND
 GB2396
 GB2396.The horizontal coordinates were established by classical geodetic methods
 GB2396.and adjusted by the National Geodetic Survey in April 1999..
 GB2396
 GB2396.The orthometric height was scaled from a topographic map.
 GB2396
 GB2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2396
 GB2396.The geoid height was determined by GEOID03.
 GB2396
 GB2396;                    North         East     Units Scale Factor Converg.
 GB2396;SPC TN       -   228,010.504   661,058.971   MT  0.99999478   +0 23 54.3
 GB2396;SPC TN       -   748,064.46  2,168,824.31   sFT  0.99999478   +0 23 54.3
 GB2396;UTM  16      - 4,028,126.908   650,727.639   MT  0.99987992   +0 59 49.7
 GB2396
 GB2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2396!SPC TN       -   0.99995483  x   0.99999478  =   0.99994961
 GB2396!UTM  16      -   0.99995483  x   0.99987992  =   0.99983476
 GB2396
 GB2396                          SUPERSEDED SURVEY CONTROL
 GB2396
 GB2396  NAD 83(1995)-  36 23 11.30438(N)    085 19 10.03395(W) AD(       ) 2
 GB2396  NAD 83(1995)-  36 23 11.31221(N)    085 19 10.03783(W) AD(       ) 2
 GB2396  NAD 83(1986)-  36 23 11.31458(N)    085 19 10.03660(W) AD(       ) 2
 GB2396  NAD 27      -  36 23 11.08000(N)    085 19 10.15400(W) AD(       ) 2
 GB2396
 GB2396.Superseded values are not recommended for survey control.
 GB2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2396.See file dsdata.txt to determine how the superseded data were derived.
 GB2396
 GB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5072828127(NAD 83)
 GB2396_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2396_SETTING: 0 = UNSPECIFIED SETTING
 GB2396_STAMPING: MAGNETIC STATION
 GB2396_MARK LOGO: CGS   
 GB2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2396
 GB2396  HISTORY     - Date     Condition        Report By
 GB2396  HISTORY     - 1935     MONUMENTED       CGS
 GB2396  HISTORY     - 1974     GOOD             TVA
 GB2396
 GB2396                          STATION DESCRIPTION
 GB2396
 GB2396'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB2396'LIVINGSTON MAGNETIC STA RECOVERED IN GOOD CONDITION.
 GB2396'
 GB2396'USC AND GS MAGNETIC STATION FOUND STAMPED ON THE POINT.
 GB2396'
 GB2396'DESCRIPTION GOOD.
 GB2396'
 GB2396'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF LIVINGSTON,
 GB2396'TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2685 ***********************************************************************
 GB2685  DESIGNATION -  LIVIPORT
 GB2685  PID         -  GB2685
 GB2685  STATE/COUNTY-  TN/OVERTON
 GB2685  USGS QUAD   -  LIVINGSTON (1986)
 GB2685
 GB2685                         *CURRENT SURVEY CONTROL
 GB2685  ___________________________________________________________________
 GB2685* NAD 83(1995)-  36 24 27.58846(N)    085 18 55.87480(W)     ADJUSTED  
 GB2685* NAVD 88     -       415.4    (meters)    1363.     (feet)  VERTCON   
 GB2685  ___________________________________________________________________
 GB2685  X           -     419,742.754 (meters)                     COMP
 GB2685  Y           -  -5,122,421.493 (meters)                     COMP
 GB2685  Z           -   3,764,921.651 (meters)                     COMP
 GB2685  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 GB2685  ELLIP HEIGHT-         385.17  (meters)          (04/12/99) GPS OBS
 GB2685  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2685
 GB2685  HORZ ORDER  -  THIRD
 GB2685  ELLP ORDER  -  FOURTH    CLASS I
 GB2685
 GB2685.This mark is at Livingston Airport (8A3)
 GB2685
 GB2685.The horizontal coordinates were established by GPS observations
 GB2685.and adjusted by the National Geodetic Survey in April 1999..
 GB2685
 GB2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2685
 GB2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2685
 GB2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2685
 GB2685.The ellipsoidal height was determined by GPS observations
 GB2685.and is referenced to NAD 83.
 GB2685
 GB2685.The geoid height was determined by GEOID03.
 GB2685
 GB2685;                    North         East     Units Scale Factor Converg.
 GB2685;SPC TN       -   230,364.315   661,395.380   MT  0.99999842   +0 24 02.6
 GB2685;SPC TN       -   755,786.92  2,169,928.01   sFT  0.99999842   +0 24 02.6
 GB2685;UTM  16      - 4,030,483.833   651,039.387   MT  0.99988108   +0 59 59.9
 GB2685
 GB2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2685!SPC TN       -   0.99993955  x   0.99999842  =   0.99993797
 GB2685!UTM  16      -   0.99993955  x   0.99988108  =   0.99982064
 GB2685
 GB2685                          SUPERSEDED SURVEY CONTROL
 GB2685
 GB2685  NAD 83(1995)-  36 24 27.58915(N)    085 18 55.87819(W) AD(       ) 3
 GB2685  NAD 83(1995)-  36 24 27.59212(N)    085 18 55.88154(W) AD(       ) 3
 GB2685  NGVD 29 (09/17/90)  415.5    (m)         1363.     (f) GPS OBS        
 GB2685
 GB2685.Superseded values are not recommended for survey control.
 GB2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2685.See file dsdata.txt to determine how the superseded data were derived.
 GB2685
 GB2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5103930484(NAD 83)
 GB2685_MARKER: I = METAL ROD
 GB2685_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2685_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2685+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1989
 GB2685
 GB2685  HISTORY     - Date     Condition        Report By
 GB2685  HISTORY     - 1987     MONUMENTED       NGS
 GB2685  HISTORY     - 19891013 GOOD
 GB2685
 GB2685                          STATION DESCRIPTION
 GB2685
 GB2685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2685'0.55 MILE NORTHERLY ALONG STATE HIGHWAY 42 BY PASS FROM THE
 GB2685'INTERSECTION OF STATE HIGHWAY 52 NORTHWEST OF LIVINGSTON, TO THE
 GB2685'JUNCTION OF AIRPORT ROAD, THENCE1.05 MILES NORTH ALONG AIRPORT
 GB2685'ROAD TO THE LIVINGSTON MUNICIPAL AIRPORT OFFICE BUILDING, THENCE
 GB2685'0.15 MILE SOUTH ALONG TAXIWAY TO MARK ON RIGHT, A 3-D MARK, STAINLESS
 GB2685'STEEL ROD DRIVEN 12.0 FEET UNTIL REFUSAL, 3 INCHES BELOW GROUND,
 GB2685'ENCASED IN S 3 FOOT GREASED FILLED  1INCH PVC PIPE, ENCASED IN A
 GB2685'5 INCH PVC PIPE WITH A LOG CAP AND ---STAMPED LIVIPORT 1987, RECESSED
 GB2685'1 INCH BELOW GROUND, WITH A REBAR IN CONCRETE 29.6 FEET SOUTHEAST
 GB2685'OF A STEEL PIPE SUPPORTING A REIL, 29.6 FEET EAST OF A FENCE, 50.0
 GB2685'FEET SOUTHWEST OF SOUTHWEST EDGE OF TAXIWAY, 28.3 FEET WEST OF THE
 GB2685'MOST WESTERLY ONE OF 4 THRESHOLD LIGHTS, AND 1.8 FEET NORTHEAST
 GB2685'OF A FIBERGLASS WITNESS POST. 0.3 MILE SOUTHWEST OF LIVIPORT AZ MK
 GB2685'NOTE-- NOTIFY MRS DENISE KEY AT PHONE NUMBER 823-1158 TO GET ON
 GB2685'AIRPORT.
 GB2685
 GB2685                          STATION RECOVERY (1989)
 GB2685
 GB2685'RECOVERED 1989
 GB2685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2686 ***********************************************************************
 GB2686  DESIGNATION -  LIVIPORT AZ MK
 GB2686  PID         -  GB2686
 GB2686  STATE/COUNTY-  TN/OVERTON
 GB2686  USGS QUAD   -  LIVINGSTON (1986)
 GB2686
 GB2686                         *CURRENT SURVEY CONTROL
 GB2686  ___________________________________________________________________
 GB2686* NAD 83(1995)-  36 24 39.03739(N)    085 18 46.58769(W)     ADJUSTED  
 GB2686* NAVD 88     -       415.5    (meters)    1363.     (feet)  VERTCON   
 GB2686  ___________________________________________________________________
 GB2686  X           -     419,956.281 (meters)                     COMP
 GB2686  Y           -  -5,122,193.900 (meters)                     COMP
 GB2686  Z           -   3,765,205.749 (meters)                     COMP
 GB2686  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GB2686  ELLIP HEIGHT-         385.28  (meters)          (04/12/99) GPS OBS
 GB2686  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2686
 GB2686  HORZ ORDER  -  THIRD
 GB2686  ELLP ORDER  -  FOURTH    CLASS I
 GB2686
 GB2686.This mark is at Livingston Airport (8A3)
 GB2686
 GB2686.The horizontal coordinates were established by GPS observations
 GB2686.and adjusted by the National Geodetic Survey in April 1999..
 GB2686
 GB2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2686
 GB2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2686
 GB2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2686
 GB2686.The ellipsoidal height was determined by GPS observations
 GB2686.and is referenced to NAD 83.
 GB2686
 GB2686.The geoid height was determined by GEOID03.
 GB2686
 GB2686;                    North         East     Units Scale Factor Converg.
 GB2686;SPC TN       -   230,718.830   661,624.294   MT  0.99999897   +0 24 08.0
 GB2686;SPC TN       -   756,950.03  2,170,679.04   sFT  0.99999897   +0 24 08.0
 GB2686;UTM  16      - 4,030,840.681   651,264.554   MT  0.99988191   +1 00 05.7
 GB2686
 GB2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2686!SPC TN       -   0.99993954  x   0.99999897  =   0.99993851
 GB2686!UTM  16      -   0.99993954  x   0.99988191  =   0.99982145
 GB2686
 GB2686                          SUPERSEDED SURVEY CONTROL
 GB2686
 GB2686  NAD 83(1995)-  36 24 39.03805(N)    085 18 46.59088(W) AD(       ) 3
 GB2686  NAD 83(1995)-  36 24 39.04104(N)    085 18 46.59446(W) AD(       ) 3
 GB2686  NGVD 29 (09/17/90)  415.6    (m)         1364.     (f) GPS OBS        
 GB2686
 GB2686.Superseded values are not recommended for survey control.
 GB2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2686.See file dsdata.txt to determine how the superseded data were derived.
 GB2686
 GB2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5126530841(NAD 83)
 GB2686_MARKER: I = METAL ROD
 GB2686_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2686_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2686+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1989
 GB2686
 GB2686  HISTORY     - Date     Condition        Report By
 GB2686  HISTORY     - 1987     MONUMENTED       NGS
 GB2686  HISTORY     - 19891013 GOOD
 GB2686
 GB2686                          STATION DESCRIPTION
 GB2686
 GB2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2686'0.55 MILE NORTHERLY ALONG STATE HIGHWAY 42 BY PASS FORM THE
 GB2686'INTERSECTION OF STATE HIGHWAY 52, NORTHWEST OF LIVINGSTON, TO THE
 GB2686'JUNCTION OF AIRPORT ROAD, THENCE 105 MILE NORTH ALONG AIRPORT ROAD
 GB2686'TO THE LIVINGSTON MUNICIPAL AIRPORT OFFICE BUILDING, THENCE 0.15 MILE
 GB2686'NORTHEASTERLY ALONG THE TAXIWAY TO THE MARK ON LEFT, NEAR A WIND SOCK
 GB2686'A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 4.0 FEET TO REFUSAL, 3 INCHES
 GB2686'BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE,
 GB2686'ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED LIVIPORT AZ
 GB2686'MK 1987 AND LEVEL WITH GROUND, 110.8 FEET SOUTHEAST OF WIND SOCK,
 GB2686'39.8 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY, 120.5 FEET
 GB2686'NORTHEAST OF NORTHEAST EDGE OF TAXIWAY, 74.0 FEET NORTHEAST
 GB2686'OF CENTER OF BLACK BOX WITH ARROW POINTING TOWARD TAXIWAY,
 GB2686'AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS WITNESS POST.  ALSO
 GB2686'0.3 MILE NORTHEAST OF LIVIPORT 1987.
 GB2686
 GB2686                          STATION RECOVERY (1989)
 GB2686
 GB2686'RECOVERED 1989
 GB2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0733 ***********************************************************************
 FC0733  DESIGNATION -  LK 1
 FC0733  PID         -  FC0733
 FC0733  STATE/COUNTY-  TN/RHEA
 FC0733  USGS QUAD   -  PENNINE (1990)
 FC0733
 FC0733                         *CURRENT SURVEY CONTROL
 FC0733  ___________________________________________________________________
 FC0733* NAD 83(1986)-  35 39 07.     (N)    084 52 49.     (W)     SCALED    
 FC0733* NAVD 88     -       256.755  (meters)     842.37   (feet)  ADJUSTED  
 FC0733  ___________________________________________________________________
 FC0733  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0733  DYNAMIC HT  -         256.512 (meters)     841.57  (feet)  COMP
 FC0733  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0733
 FC0733  VERT ORDER  -  FIRST     CLASS II
 FC0733
 FC0733.The horizontal coordinates were scaled from a topographic map and have
 FC0733.an estimated accuracy of +/- 6 seconds.
 FC0733
 FC0733.The orthometric height was determined by differential leveling
 FC0733.and adjusted by the National Geodetic Survey in June 1991..
 FC0733
 FC0733.The geoid height was determined by GEOID03.
 FC0733
 FC0733.The dynamic height is computed by dividing the NAVD 88
 FC0733.geopotential number by the normal gravity value computed on the
 FC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0733.degrees latitude (g = 980.6199 gals.).
 FC0733
 FC0733.The modeled gravity was interpolated from observed gravity values.
 FC0733
 FC0733;                    North         East    Units  Estimated Accuracy
 FC0733;SPC TN       -   146,880.      701,390.      MT  (+/- 180 meters Scaled)
 FC0733
 FC0733                          SUPERSEDED SURVEY CONTROL
 FC0733
 FC0733  NGVD 29 (??/??/92)  256.836  (m)          842.64   (f) ADJ UNCH    1 2
 FC0733
 FC0733.Superseded values are not recommended for survey control.
 FC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0733.See file dsdata.txt to determine how the superseded data were derived.
 FC0733
 FC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE918474(NAD 83)
 FC0733_MARKER: DD = SURVEY DISK
 FC0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0733_SP_SET: CULVERT
 FC0733_STAMPING: LK 1 1942
 FC0733_MARK LOGO: TVA   
 FC0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0733
 FC0733  HISTORY     - Date     Condition        Report By
 FC0733  HISTORY     - 1942     MONUMENTED       TVA
 FC0733  HISTORY     - 1950     GOOD             NGS
 FC0733
 FC0733                          STATION DESCRIPTION
 FC0733
 FC0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0733'3.2 MI S FROM SPRING CITY.
 FC0733'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0733'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 0.4 MILE EAST ALONG
 FC0733'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 FC0733'HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER WATTS BAR SPUR
 FC0733'RAILWAY, ABOUT 0.15 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING,
 FC0733'43 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 FC0733'HIGHWAY, 13 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 5 FEET
 FC0733'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0744 ***********************************************************************
 FC0744  DESIGNATION -  LK 10
 FC0744  PID         -  FC0744
 FC0744  STATE/COUNTY-  TN/RHEA
 FC0744  USGS QUAD   -  SPRING CITY (1990)
 FC0744
 FC0744                         *CURRENT SURVEY CONTROL
 FC0744  ___________________________________________________________________
 FC0744* NAD 83(1986)-  35 37 38.     (N)    084 49 03.     (W)     SCALED    
 FC0744* NAVD 88     -       227.312  (meters)     745.77   (feet)  ADJUSTED  
 FC0744  ___________________________________________________________________
 FC0744  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0744  DYNAMIC HT  -         227.098 (meters)     745.07  (feet)  COMP
 FC0744  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FC0744
 FC0744  VERT ORDER  -  FIRST     CLASS II
 FC0744
 FC0744.The horizontal coordinates were scaled from a topographic map and have
 FC0744.an estimated accuracy of +/- 6 seconds.
 FC0744
 FC0744.The orthometric height was determined by differential leveling
 FC0744.and adjusted by the National Geodetic Survey in June 1991..
 FC0744
 FC0744.The geoid height was determined by GEOID03.
 FC0744
 FC0744.The dynamic height is computed by dividing the NAVD 88
 FC0744.geopotential number by the normal gravity value computed on the
 FC0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0744.degrees latitude (g = 980.6199 gals.).
 FC0744
 FC0744.The modeled gravity was interpolated from observed gravity values.
 FC0744
 FC0744;                    North         East    Units  Estimated Accuracy
 FC0744;SPC TN       -   144,200.      707,110.      MT  (+/- 180 meters Scaled)
 FC0744
 FC0744                          SUPERSEDED SURVEY CONTROL
 FC0744
 FC0744  NGVD 29 (??/??/92)  227.395  (m)          746.05   (f) ADJ UNCH    1 2
 FC0744
 FC0744.Superseded values are not recommended for survey control.
 FC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0744.See file dsdata.txt to determine how the superseded data were derived.
 FC0744
 FC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE976447(NAD 83)
 FC0744_MARKER: DD = SURVEY DISK
 FC0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0744_SP_SET: CULVERT
 FC0744_STAMPING: LK 10 1942
 FC0744_MARK LOGO: TVA   
 FC0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0744
 FC0744  HISTORY     - Date     Condition        Report By
 FC0744  HISTORY     - 1942     MONUMENTED       TVA
 FC0744  HISTORY     - 1950     GOOD             NGS
 FC0744
 FC0744                          STATION DESCRIPTION
 FC0744
 FC0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0744'7.4 MI SE FROM SPRING CITY.
 FC0744'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0744'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.55 MILES EAST
 FC0744'ALONG STATE HIGHWAY 68, ABOUT 0.3 MILE SOUTHEAST OF THE CROSSING
 FC0744'OF A POWER TRANSMISSION LINE, SET IN THE TOP OF THE CENTER OF THE
 FC0744'NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED PIPE
 FC0744'CULVERT, 46 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FC0744'NORTHEAST RAIL OF WATTS BAR SPUR RAILWAY, 19 FEET NORTHEAST OF
 FC0744'THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE TRACK.
 FC0744'NOTE-- DISK IS NOT LEVEL.  SOUTHWEST SIDE OF DISK IS HIGHER,
 FC0744'HOWEVER THE RAISED PORTION IN CENTER OF DISK IS STILL HIGH
 FC0744'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0746 ***********************************************************************
 FC0746  DESIGNATION -  LK 11
 FC0746  PID         -  FC0746
 FC0746  STATE/COUNTY-  TN/RHEA
 FC0746  USGS QUAD   -  SPRING CITY (1990)
 FC0746
 FC0746                         *CURRENT SURVEY CONTROL
 FC0746  ___________________________________________________________________
 FC0746* NAD 83(1986)-  35 37 30.     (N)    084 48 57.     (W)     SCALED    
 FC0746* NAVD 88     -       221.920  (meters)     728.08   (feet)  ADJUSTED  
 FC0746  ___________________________________________________________________
 FC0746  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0746  DYNAMIC HT  -         221.711 (meters)     727.40  (feet)  COMP
 FC0746  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FC0746
 FC0746  VERT ORDER  -  FIRST     CLASS II
 FC0746
 FC0746.The horizontal coordinates were scaled from a topographic map and have
 FC0746.an estimated accuracy of +/- 6 seconds.
 FC0746
 FC0746.The orthometric height was determined by differential leveling
 FC0746.and adjusted by the National Geodetic Survey in June 1991..
 FC0746
 FC0746.The geoid height was determined by GEOID03.
 FC0746
 FC0746.The dynamic height is computed by dividing the NAVD 88
 FC0746.geopotential number by the normal gravity value computed on the
 FC0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0746.degrees latitude (g = 980.6199 gals.).
 FC0746
 FC0746.The modeled gravity was interpolated from observed gravity values.
 FC0746
 FC0746;                    North         East    Units  Estimated Accuracy
 FC0746;SPC TN       -   143,960.      707,270.      MT  (+/- 180 meters Scaled)
 FC0746
 FC0746                          SUPERSEDED SURVEY CONTROL
 FC0746
 FC0746  NGVD 29 (??/??/92)  222.003  (m)          728.35   (f) ADJ UNCH    1 2
 FC0746
 FC0746.Superseded values are not recommended for survey control.
 FC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0746.See file dsdata.txt to determine how the superseded data were derived.
 FC0746
 FC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977445(NAD 83)
 FC0746_MARKER: DD = SURVEY DISK
 FC0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0746_SP_SET: CULVERT
 FC0746_STAMPING: L K 11 1942
 FC0746_MARK LOGO: TVA   
 FC0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0746
 FC0746  HISTORY     - Date     Condition        Report By
 FC0746  HISTORY     - 1942     MONUMENTED       TVA
 FC0746  HISTORY     - 1950     GOOD             NGS
 FC0746
 FC0746                          STATION DESCRIPTION
 FC0746
 FC0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0746'7.6 MI SE FROM SPRING CITY.
 FC0746'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0746'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.75 MILES EAST
 FC0746'ALONG STATE HIGHWAY 68, ABOUT 60 YARDS NORTHWEST OF A ROAD
 FC0746'CROSSING (WASHINGTON PIKE), 47 FEET NORTHEAST AND ACROSS THE
 FC0746'HIGHWAY FROM THE NORTHEAST RAIL OF THE WATTS BAR SPUR RAILWAY,
 FC0746'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FC0746'TOP OF THE CENTER OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 FC0746'CULVERT AND ABOUT 2 1/2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0747 ***********************************************************************
 FC0747  DESIGNATION -  LK 12
 FC0747  PID         -  FC0747
 FC0747  STATE/COUNTY-  TN/RHEA
 FC0747  USGS QUAD   -  DECATUR (1973)
 FC0747
 FC0747                         *CURRENT SURVEY CONTROL
 FC0747  ___________________________________________________________________
 FC0747* NAD 83(1986)-  35 37 18.     (N)    084 48 41.     (W)     SCALED    
 FC0747* NAVD 88     -       219.646  (meters)     720.62   (feet)  ADJUSTED  
 FC0747  ___________________________________________________________________
 FC0747  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0747  DYNAMIC HT  -         219.439 (meters)     719.94  (feet)  COMP
 FC0747  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0747
 FC0747  VERT ORDER  -  FIRST     CLASS II
 FC0747
 FC0747.The horizontal coordinates were scaled from a topographic map and have
 FC0747.an estimated accuracy of +/- 6 seconds.
 FC0747
 FC0747.The orthometric height was determined by differential leveling
 FC0747.and adjusted by the National Geodetic Survey in June 1991..
 FC0747
 FC0747.The geoid height was determined by GEOID03.
 FC0747
 FC0747.The dynamic height is computed by dividing the NAVD 88
 FC0747.geopotential number by the normal gravity value computed on the
 FC0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0747.degrees latitude (g = 980.6199 gals.).
 FC0747
 FC0747.The modeled gravity was interpolated from observed gravity values.
 FC0747
 FC0747;                    North         East    Units  Estimated Accuracy
 FC0747;SPC TN       -   143,590.      707,670.      MT  (+/- 180 meters Scaled)
 FC0747
 FC0747                          SUPERSEDED SURVEY CONTROL
 FC0747
 FC0747  NGVD 29 (??/??/92)  219.729  (m)          720.89   (f) ADJ UNCH    1 2
 FC0747
 FC0747.Superseded values are not recommended for survey control.
 FC0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0747.See file dsdata.txt to determine how the superseded data were derived.
 FC0747
 FC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE982441(NAD 83)
 FC0747_MARKER: DD = SURVEY DISK
 FC0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0747_SP_SET: CULVERT
 FC0747_STAMPING: L K 12 1942
 FC0747_MARK LOGO: TVA   
 FC0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0747
 FC0747  HISTORY     - Date     Condition        Report By
 FC0747  HISTORY     - 1942     MONUMENTED       TVA
 FC0747  HISTORY     - 1950     GOOD             NGS
 FC0747
 FC0747                          STATION DESCRIPTION
 FC0747
 FC0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0747'7.8 MI SE FROM SPRING CITY.
 FC0747'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0747'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 5.05 MILES EAST
 FC0747'ALONG STATE HIGHWAY 68, ABOUT 0.3 MILE EAST OF A ROAD CROSSING
 FC0747'(WASHINGTON PIKE), 47 FEET NORTH AND ACROSS THE HIGHWAY FROM
 FC0747'THE NORTH RAIL OF THE WATTS BAR SPUR RAILWAY, SET IN THE TOP
 FC0747'OF THE CENTER OF THE NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT,
 FC0747'58 YARDS NORTHWEST OF MILE POST 6, 21.5 FEET NORTH OF THE CENTER
 FC0747'LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0750 ***********************************************************************
 FC0750  DESIGNATION -  LK 14
 FC0750  PID         -  FC0750
 FC0750  STATE/COUNTY-  TN/RHEA
 FC0750  USGS QUAD   -  DECATUR (1973)
 FC0750
 FC0750                         *CURRENT SURVEY CONTROL
 FC0750  ___________________________________________________________________
 FC0750* NAD 83(1986)-  35 36 31.     (N)    084 47 22.     (W)     SCALED    
 FC0750* NAVD 88     -       228.866  (meters)     750.87   (feet)  ADJUSTED  
 FC0750  ___________________________________________________________________
 FC0750  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0750  DYNAMIC HT  -         228.648 (meters)     750.16  (feet)  COMP
 FC0750  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 FC0750
 FC0750  VERT ORDER  -  FIRST     CLASS II
 FC0750
 FC0750.The horizontal coordinates were scaled from a topographic map and have
 FC0750.an estimated accuracy of +/- 6 seconds.
 FC0750
 FC0750.The orthometric height was determined by differential leveling
 FC0750.and adjusted by the National Geodetic Survey in June 1991..
 FC0750
 FC0750.The geoid height was determined by GEOID03.
 FC0750
 FC0750.The dynamic height is computed by dividing the NAVD 88
 FC0750.geopotential number by the normal gravity value computed on the
 FC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0750.degrees latitude (g = 980.6199 gals.).
 FC0750
 FC0750.The modeled gravity was interpolated from observed gravity values.
 FC0750
 FC0750;                    North         East    Units  Estimated Accuracy
 FC0750;SPC TN       -   142,170.      709,680.      MT  (+/- 180 meters Scaled)
 FC0750
 FC0750                          SUPERSEDED SURVEY CONTROL
 FC0750
 FC0750  NGVD 29 (??/??/92)  228.947  (m)          751.14   (f) ADJ UNCH    1 2
 FC0750
 FC0750.Superseded values are not recommended for survey control.
 FC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0750.See file dsdata.txt to determine how the superseded data were derived.
 FC0750
 FC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE002427(NAD 83)
 FC0750_MARKER: DD = SURVEY DISK
 FC0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0750_SP_SET: CULVERT
 FC0750_STAMPING: L K 14 1942
 FC0750_MARK LOGO: TVA   
 FC0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0750
 FC0750  HISTORY     - Date     Condition        Report By
 FC0750  HISTORY     - 1942     MONUMENTED       TVA
 FC0750  HISTORY     - 1950     GOOD             NGS
 FC0750
 FC0750                          STATION DESCRIPTION
 FC0750
 FC0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0750'9.4 MI SE FROM SPRING CITY.
 FC0750'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0750'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.6 MILES EAST
 FC0750'ALONG STATE HIGHWAY 68, 126 FEET NORTHWEST OF THE CENTER OF THE
 FC0750'CROSSING OF THE HIGHWAY AND WATTS BAR SPUR RAILWAY, 157 YARDS
 FC0750'WEST OF A GATE ACROSS SPUR RAILWAY, 26 FEET NORTHEAST OF THE
 FC0750'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 FC0750'THE NORTHEAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, AND
 FC0750'ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0114 ***********************************************************************
 FE0114  DESIGNATION -  LK 188
 FE0114  PID         -  FE0114
 FE0114  STATE/COUNTY-  TN/DECATUR
 FE0114  USGS QUAD   -  JEANNETTE (1986)
 FE0114
 FE0114                         *CURRENT SURVEY CONTROL
 FE0114  ___________________________________________________________________
 FE0114* NAD 83(1986)-  35 37 53.     (N)    088 02 57.     (W)     SCALED    
 FE0114* NAVD 88     -       116.573  (meters)     382.46   (feet)  ADJUSTED  
 FE0114  ___________________________________________________________________
 FE0114  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0114  DYNAMIC HT  -         116.471 (meters)     382.12  (feet)  COMP
 FE0114  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FE0114
 FE0114  VERT ORDER  -  FIRST     CLASS II
 FE0114
 FE0114.The horizontal coordinates were scaled from a topographic map and have
 FE0114.an estimated accuracy of +/- 6 seconds.
 FE0114
 FE0114.The orthometric height was determined by differential leveling
 FE0114.and adjusted by the National Geodetic Survey in June 1991..
 FE0114
 FE0114.The geoid height was determined by GEOID03.
 FE0114
 FE0114.The dynamic height is computed by dividing the NAVD 88
 FE0114.geopotential number by the normal gravity value computed on the
 FE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0114.degrees latitude (g = 980.6199 gals.).
 FE0114
 FE0114.The modeled gravity was interpolated from observed gravity values.
 FE0114
 FE0114;                    North         East    Units  Estimated Accuracy
 FE0114;SPC TN       -   145,960.      414,410.      MT  (+/- 180 meters Scaled)
 FE0114
 FE0114                          SUPERSEDED SURVEY CONTROL
 FE0114
 FE0114  NGVD 29 (??/??/??)  116.589  (m)          382.51   (f) ADJUSTED    1 2
 FE0114
 FE0114.Superseded values are not recommended for survey control.
 FE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0114.See file dsdata.txt to determine how the superseded data were derived.
 FE0114
 FE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE050435(NAD 83)
 FE0114_MARKER: DD = SURVEY DISK
 FE0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0114_SP_SET: CULVERT
 FE0114_STAMPING: LK-188 1945
 FE0114_MARK LOGO: TVA   
 FE0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0114
 FE0114  HISTORY     - Date     Condition        Report By
 FE0114  HISTORY     - 1945     MONUMENTED       TVA
 FE0114  HISTORY     - 1947     GOOD             CGS
 FE0114
 FE0114                          STATION DESCRIPTION
 FE0114
 FE0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0114'4.6 MI E FROM PARSONS.
 FE0114'4.65 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0114'OFFICE AT PARSONS, ABOUT 0.85 MILE WEST OF THE WEST END OF THE
 FE0114'HIGHWAY BRIDGE OVER THE TENNESSEE RIVER, AT THE JUNCTION OF A
 FE0114'GRAVEL ROAD LEADING SOUTHEAST, 450 FEET SOUTH OF THE CENTER LINE
 FE0114'OF THE HIGHWAY, 13 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 FE0114'ROAD AND SET IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF A
 FE0114'DOUBLE 18-FOOT CONCRETE CULVERT UNDER THE GRAVEL ROAD, AND ABOUT
 FE0114'1 FOOT BELOW THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0734 ***********************************************************************
 FC0734  DESIGNATION -  LK 2
 FC0734  PID         -  FC0734
 FC0734  STATE/COUNTY-  TN/RHEA
 FC0734  USGS QUAD   -  PENNINE (1990)
 FC0734
 FC0734                         *CURRENT SURVEY CONTROL
 FC0734  ___________________________________________________________________
 FC0734* NAD 83(1986)-  35 39 03.     (N)    084 52 38.     (W)     SCALED    
 FC0734* NAVD 88     -       245.949  (meters)     806.92   (feet)  ADJUSTED  
 FC0734  ___________________________________________________________________
 FC0734  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0734  DYNAMIC HT  -         245.716 (meters)     806.15  (feet)  COMP
 FC0734  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FC0734
 FC0734  VERT ORDER  -  FIRST     CLASS II
 FC0734
 FC0734.The horizontal coordinates were scaled from a topographic map and have
 FC0734.an estimated accuracy of +/- 6 seconds.
 FC0734
 FC0734.The orthometric height was determined by differential leveling
 FC0734.and adjusted by the National Geodetic Survey in June 1991..
 FC0734
 FC0734.The geoid height was determined by GEOID03.
 FC0734
 FC0734.The dynamic height is computed by dividing the NAVD 88
 FC0734.geopotential number by the normal gravity value computed on the
 FC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0734.degrees latitude (g = 980.6199 gals.).
 FC0734
 FC0734.The modeled gravity was interpolated from observed gravity values.
 FC0734
 FC0734;                    North         East    Units  Estimated Accuracy
 FC0734;SPC TN       -   146,760.      701,670.      MT  (+/- 180 meters Scaled)
 FC0734
 FC0734                          SUPERSEDED SURVEY CONTROL
 FC0734
 FC0734  NGVD 29 (??/??/92)  246.029  (m)          807.18   (f) ADJ UNCH    1 2
 FC0734
 FC0734.Superseded values are not recommended for survey control.
 FC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0734.See file dsdata.txt to determine how the superseded data were derived.
 FC0734
 FC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE921472(NAD 83)
 FC0734_MARKER: DD = SURVEY DISK
 FC0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0734_SP_SET: CULVERT
 FC0734_STAMPING: L K 2 1942
 FC0734_MARK LOGO: TVA   
 FC0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0734
 FC0734  HISTORY     - Date     Condition        Report By
 FC0734  HISTORY     - 1942     MONUMENTED       TVA
 FC0734  HISTORY     - 1950     GOOD             NGS
 FC0734
 FC0734                          STATION DESCRIPTION
 FC0734
 FC0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0734'3.4 MI S FROM SPRING CITY.
 FC0734'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 72 FROM THE SOUTHERN
 FC0734'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 0.6 MILE EAST ALONG
 FC0734'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE 11-FOOT
 FC0734'CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT UNDER WATTS BAR SPUR
 FC0734'RAILWAY, 39 FEET SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE
 FC0734'OF THE HIGHWAY, 8 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 1/2 FOOT
 FC0734'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0735 ***********************************************************************
 FC0735  DESIGNATION -  LK 3
 FC0735  PID         -  FC0735
 FC0735  STATE/COUNTY-  TN/RHEA
 FC0735  USGS QUAD   -  SPRING CITY (1990)
 FC0735
 FC0735                         *CURRENT SURVEY CONTROL
 FC0735  ___________________________________________________________________
 FC0735* NAD 83(1986)-  35 39 00.     (N)    084 52 07.     (W)     SCALED    
 FC0735* NAVD 88     -       252.008  (meters)     826.80   (feet)  ADJUSTED  
 FC0735  ___________________________________________________________________
 FC0735  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0735  DYNAMIC HT  -         251.771 (meters)     826.02  (feet)  COMP
 FC0735  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC0735
 FC0735  VERT ORDER  -  FIRST     CLASS II
 FC0735
 FC0735.The horizontal coordinates were scaled from a topographic map and have
 FC0735.an estimated accuracy of +/- 6 seconds.
 FC0735
 FC0735.The orthometric height was determined by differential leveling
 FC0735.and adjusted by the National Geodetic Survey in June 1991..
 FC0735
 FC0735.The geoid height was determined by GEOID03.
 FC0735
 FC0735.The dynamic height is computed by dividing the NAVD 88
 FC0735.geopotential number by the normal gravity value computed on the
 FC0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0735.degrees latitude (g = 980.6199 gals.).
 FC0735
 FC0735.The modeled gravity was interpolated from observed gravity values.
 FC0735
 FC0735;                    North         East    Units  Estimated Accuracy
 FC0735;SPC TN       -   146,680.      702,450.      MT  (+/- 180 meters Scaled)
 FC0735
 FC0735                          SUPERSEDED SURVEY CONTROL
 FC0735
 FC0735  NGVD 29 (??/??/92)  252.089  (m)          827.06   (f) ADJ UNCH    1 2
 FC0735
 FC0735.Superseded values are not recommended for survey control.
 FC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0735.See file dsdata.txt to determine how the superseded data were derived.
 FC0735
 FC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE929472(NAD 83)
 FC0735_MARKER: DD = SURVEY DISK
 FC0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0735_SP_SET: CULVERT
 FC0735_STAMPING: L K 3 1942
 FC0735_MARK LOGO: TVA   
 FC0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0735
 FC0735  HISTORY     - Date     Condition        Report By
 FC0735  HISTORY     - 1942     MONUMENTED       TVA
 FC0735  HISTORY     - 1950     GOOD             NGS
 FC0735
 FC0735                          STATION DESCRIPTION
 FC0735
 FC0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0735'3.9 MI S FROM SPRING CITY.
 FC0735'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0735'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 1.1 MILES EAST ALONG
 FC0735'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD
 FC0735'WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER WATTS BAR SPUR RAILWAY,
 FC0735'155 YARDS EAST OF THE WEST END OF A SIDE TRACK, 44 YARDS EAST OF A
 FC0735'PRIVATE ROAD CROSSING, 135 YARDS EAST OF MILE POST 2, 56 FEET
 FC0735'SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 24
 FC0735'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 11 FOOT SOUTH OF
 FC0735'THE SOUTH RAIL OF THE SIDE TRACK AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0736 ***********************************************************************
 FC0736  DESIGNATION -  LK 4
 FC0736  PID         -  FC0736
 FC0736  STATE/COUNTY-  TN/RHEA
 FC0736  USGS QUAD   -  SPRING CITY (1990)
 FC0736
 FC0736                         *CURRENT SURVEY CONTROL
 FC0736  ___________________________________________________________________
 FC0736* NAD 83(1986)-  35 38 49.     (N)    084 51 42.     (W)     SCALED    
 FC0736* NAVD 88     -       229.238  (meters)     752.09   (feet)  ADJUSTED  
 FC0736  ___________________________________________________________________
 FC0736  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0736  DYNAMIC HT  -         229.022 (meters)     751.38  (feet)  COMP
 FC0736  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FC0736
 FC0736  VERT ORDER  -  FIRST     CLASS II
 FC0736
 FC0736.The horizontal coordinates were scaled from a topographic map and have
 FC0736.an estimated accuracy of +/- 6 seconds.
 FC0736
 FC0736.The orthometric height was determined by differential leveling
 FC0736.and adjusted by the National Geodetic Survey in June 1991..
 FC0736
 FC0736.The geoid height was determined by GEOID03.
 FC0736
 FC0736.The dynamic height is computed by dividing the NAVD 88
 FC0736.geopotential number by the normal gravity value computed on the
 FC0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0736.degrees latitude (g = 980.6199 gals.).
 FC0736
 FC0736.The modeled gravity was interpolated from observed gravity values.
 FC0736
 FC0736;                    North         East    Units  Estimated Accuracy
 FC0736;SPC TN       -   146,340.      703,090.      MT  (+/- 180 meters Scaled)
 FC0736
 FC0736                          SUPERSEDED SURVEY CONTROL
 FC0736
 FC0736  NGVD 29 (??/??/92)  229.320  (m)          752.36   (f) ADJ UNCH    1 2
 FC0736
 FC0736.Superseded values are not recommended for survey control.
 FC0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0736.See file dsdata.txt to determine how the superseded data were derived.
 FC0736
 FC0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE935468(NAD 83)
 FC0736_MARKER: DD = SURVEY DISK
 FC0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0736_SP_SET: CULVERT
 FC0736_STAMPING: LK 4 1942
 FC0736_MARK LOGO: TVA   
 FC0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0736
 FC0736  HISTORY     - Date     Condition        Report By
 FC0736  HISTORY     - 1942     MONUMENTED       TVA
 FC0736  HISTORY     - 1950     GOOD             NGS
 FC0736
 FC0736                          STATION DESCRIPTION
 FC0736
 FC0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0736'4.4 MI SE FROM SPRING CITY.
 FC0736'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0736'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 1.55 MILES EAST ALONG
 FC0736'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD
 FC0736'WALL OF A 20-FOOT CONCRETE CULVERT WITH PARTITION OVER WOLF CREEK
 FC0736'(CULVERT IS UNDER WATTS BAR SPUR RAILWAY), 63 FEET SOUTH AND
 FC0736'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 21 FEET
 FC0736'SOUTH OF THE SOUTH RAIL, AND ABOUT 8 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0737 ***********************************************************************
 FC0737  DESIGNATION -  LK 5
 FC0737  PID         -  FC0737
 FC0737  STATE/COUNTY-  TN/RHEA
 FC0737  USGS QUAD   -  SPRING CITY (1990)
 FC0737
 FC0737                         *CURRENT SURVEY CONTROL
 FC0737  ___________________________________________________________________
 FC0737* NAD 83(1986)-  35 38 44.     (N)    084 51 21.     (W)     SCALED    
 FC0737* NAVD 88     -       232.593  (meters)     763.10   (feet)  ADJUSTED  
 FC0737  ___________________________________________________________________
 FC0737  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FC0737  DYNAMIC HT  -         232.374 (meters)     762.38  (feet)  COMP
 FC0737  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FC0737
 FC0737  VERT ORDER  -  FIRST     CLASS II
 FC0737
 FC0737.The horizontal coordinates were scaled from a topographic map and have
 FC0737.an estimated accuracy of +/- 6 seconds.
 FC0737
 FC0737.The orthometric height was determined by differential leveling
 FC0737.and adjusted by the National Geodetic Survey in June 1991..
 FC0737
 FC0737.The geoid height was determined by GEOID03.
 FC0737
 FC0737.The dynamic height is computed by dividing the NAVD 88
 FC0737.geopotential number by the normal gravity value computed on the
 FC0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0737.degrees latitude (g = 980.6199 gals.).
 FC0737
 FC0737.The modeled gravity was interpolated from observed gravity values.
 FC0737
 FC0737;                    North         East    Units  Estimated Accuracy
 FC0737;SPC TN       -   146,200.      703,620.      MT  (+/- 180 meters Scaled)
 FC0737
 FC0737                          SUPERSEDED SURVEY CONTROL
 FC0737
 FC0737  NGVD 29 (??/??/92)  232.675  (m)          763.37   (f) ADJ UNCH    1 2
 FC0737
 FC0737.Superseded values are not recommended for survey control.
 FC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0737.See file dsdata.txt to determine how the superseded data were derived.
 FC0737
 FC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE941467(NAD 83)
 FC0737_MARKER: DD = SURVEY DISK
 FC0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0737_SP_SET: CULVERT
 FC0737_STAMPING: L K 5 1942
 FC0737_MARK LOGO: TVA   
 FC0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0737
 FC0737  HISTORY     - Date     Condition        Report By
 FC0737  HISTORY     - 1942     MONUMENTED       TVA
 FC0737  HISTORY     - 1950     GOOD             NGS
 FC0737
 FC0737                          STATION DESCRIPTION
 FC0737
 FC0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0737'4.7 MI SE FROM SPRING CITY.
 FC0737'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0737'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 1.9 MILES EAST ALONG
 FC0737'STATE HIGHWAY 68, ABOUT 0.35 MILE EAST OF WOLF CREEK, 50 YARDS
 FC0737'WEST OF A PUBLIC GRAVEL ROAD CROSSING, SET IN THE TOP OF THE
 FC0737'CENTER OF THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT
 FC0737'UNDER WATTS BAR SPUR RAILWAY, 46 FEET SOUTH AND ACROSS THE TRACK
 FC0737'FROM THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTH OF THE
 FC0737'SOUTH RAIL AND ABOUT 6 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0738 ***********************************************************************
 FC0738  DESIGNATION -  LK 6
 FC0738  PID         -  FC0738
 FC0738  STATE/COUNTY-  TN/RHEA
 FC0738  USGS QUAD   -  SPRING CITY (1990)
 FC0738
 FC0738                         *CURRENT SURVEY CONTROL
 FC0738  ___________________________________________________________________
 FC0738* NAD 83(1986)-  35 38 35.     (N)    084 50 47.     (W)     SCALED    
 FC0738* NAVD 88     -       240.759  (meters)     789.89   (feet)  ADJUSTED  
 FC0738  ___________________________________________________________________
 FC0738  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0738  DYNAMIC HT  -         240.533 (meters)     789.15  (feet)  COMP
 FC0738  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 FC0738
 FC0738  VERT ORDER  -  FIRST     CLASS II
 FC0738
 FC0738.The horizontal coordinates were scaled from a topographic map and have
 FC0738.an estimated accuracy of +/- 6 seconds.
 FC0738
 FC0738.The orthometric height was determined by differential leveling
 FC0738.and adjusted by the National Geodetic Survey in June 1991..
 FC0738
 FC0738.The geoid height was determined by GEOID03.
 FC0738
 FC0738.The dynamic height is computed by dividing the NAVD 88
 FC0738.geopotential number by the normal gravity value computed on the
 FC0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0738.degrees latitude (g = 980.6199 gals.).
 FC0738
 FC0738.The modeled gravity was interpolated from observed gravity values.
 FC0738
 FC0738;                    North         East    Units  Estimated Accuracy
 FC0738;SPC TN       -   145,930.      704,470.      MT  (+/- 180 meters Scaled)
 FC0738
 FC0738                          SUPERSEDED SURVEY CONTROL
 FC0738
 FC0738  NGVD 29 (??/??/92)  240.841  (m)          790.16   (f) ADJ UNCH    1 2
 FC0738
 FC0738.Superseded values are not recommended for survey control.
 FC0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0738.See file dsdata.txt to determine how the superseded data were derived.
 FC0738
 FC0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE949464(NAD 83)
 FC0738_MARKER: DD = SURVEY DISK
 FC0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0738_SP_SET: CULVERT
 FC0738_STAMPING: LK 6 1942
 FC0738_MARK LOGO: TVA   
 FC0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0738
 FC0738  HISTORY     - Date     Condition        Report By
 FC0738  HISTORY     - 1942     MONUMENTED       TVA
 FC0738  HISTORY     - 1950     GOOD             NGS
 FC0738
 FC0738                          STATION DESCRIPTION
 FC0738
 FC0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0738'5.2 MI SE FROM SPRING CITY.
 FC0738'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0738'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 2.45 MILES EAST
 FC0738'ALONG STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF A 16-FOOT
 FC0738'CONCRETE CULVERT WITH PARTITION UNDER WATTS BAR SPUR RAILWAY,
 FC0738'136 YARDS WEST OF A GRAVEL ROAD CROSSING, 38 FEET SOUTH AND ACROSS
 FC0738'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF
 FC0738'THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0741 ***********************************************************************
 FC0741  DESIGNATION -  LK 7
 FC0741  PID         -  FC0741
 FC0741  STATE/COUNTY-  TN/RHEA
 FC0741  USGS QUAD   -  SPRING CITY (1990)
 FC0741
 FC0741                         *CURRENT SURVEY CONTROL
 FC0741  ___________________________________________________________________
 FC0741* NAD 83(1986)-  35 38 17.     (N)    084 49 46.     (W)     SCALED    
 FC0741* NAVD 88     -       239.866  (meters)     786.96   (feet)  ADJUSTED  
 FC0741  ___________________________________________________________________
 FC0741  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0741  DYNAMIC HT  -         239.640 (meters)     786.22  (feet)  COMP
 FC0741  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FC0741
 FC0741  VERT ORDER  -  FIRST     CLASS II
 FC0741
 FC0741.The horizontal coordinates were scaled from a topographic map and have
 FC0741.an estimated accuracy of +/- 6 seconds.
 FC0741
 FC0741.The orthometric height was determined by differential leveling
 FC0741.and adjusted by the National Geodetic Survey in June 1991..
 FC0741
 FC0741.The geoid height was determined by GEOID03.
 FC0741
 FC0741.The dynamic height is computed by dividing the NAVD 88
 FC0741.geopotential number by the normal gravity value computed on the
 FC0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0741.degrees latitude (g = 980.6199 gals.).
 FC0741
 FC0741.The modeled gravity was interpolated from observed gravity values.
 FC0741
 FC0741;                    North         East    Units  Estimated Accuracy
 FC0741;SPC TN       -   145,390.      706,010.      MT  (+/- 180 meters Scaled)
 FC0741
 FC0741                          SUPERSEDED SURVEY CONTROL
 FC0741
 FC0741  NGVD 29 (??/??/92)  239.947  (m)          787.23   (f) ADJ UNCH    1 2
 FC0741
 FC0741.Superseded values are not recommended for survey control.
 FC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0741.See file dsdata.txt to determine how the superseded data were derived.
 FC0741
 FC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE965459(NAD 83)
 FC0741_MARKER: DD = SURVEY DISK
 FC0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0741_SP_SET: CULVERT
 FC0741_STAMPING: L K 7 1942
 FC0741_MARK LOGO: TVA   
 FC0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0741
 FC0741  HISTORY     - Date     Condition        Report By
 FC0741  HISTORY     - 1942     MONUMENTED       TVA
 FC0741  HISTORY     - 1950     GOOD             NGS
 FC0741
 FC0741                          STATION DESCRIPTION
 FC0741
 FC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0741'6.4 MI SE FROM SPRING CITY.
 FC0741'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0741'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 3.55 MILES EAST
 FC0741'ALONG STATE HIGHWAY 68, ABOUT 0.7 MILE WEST OF THE CROSSING
 FC0741'OF A POWER TRANSMISSION LINE, 40 YARDS WEST OF THE CENTER OF
 FC0741'THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST, SET IN THE
 FC0741'TOP OF THE CENTER OF THE NORTH HEAD WALL OF AN 8-FOOT SKEW
 FC0741'CULVERT UNDER HIGHWAY, 49 FEET NORTH AND ACROSS THE HIGHWAY
 FC0741'FROM THE NORTH RAIL OF THE WATTS BAR SPUR RAILWAY, 21 1/2 FEET
 FC0741'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW
 FC0741'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0742 ***********************************************************************
 FC0742  DESIGNATION -  LK 8
 FC0742  PID         -  FC0742
 FC0742  STATE/COUNTY-  TN/RHEA
 FC0742  USGS QUAD   -  SPRING CITY (1990)
 FC0742
 FC0742                         *CURRENT SURVEY CONTROL
 FC0742  ___________________________________________________________________
 FC0742* NAD 83(1986)-  35 38 07.     (N)    084 49 31.     (W)     SCALED    
 FC0742* NAVD 88     -       233.318  (meters)     765.48   (feet)  ADJUSTED  
 FC0742  ___________________________________________________________________
 FC0742  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0742  DYNAMIC HT  -         233.099 (meters)     764.76  (feet)  COMP
 FC0742  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FC0742
 FC0742  VERT ORDER  -  FIRST     CLASS II
 FC0742
 FC0742.The horizontal coordinates were scaled from a topographic map and have
 FC0742.an estimated accuracy of +/- 6 seconds.
 FC0742
 FC0742.The orthometric height was determined by differential leveling
 FC0742.and adjusted by the National Geodetic Survey in June 1991..
 FC0742
 FC0742.The geoid height was determined by GEOID03.
 FC0742
 FC0742.The dynamic height is computed by dividing the NAVD 88
 FC0742.geopotential number by the normal gravity value computed on the
 FC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0742.degrees latitude (g = 980.6199 gals.).
 FC0742
 FC0742.The modeled gravity was interpolated from observed gravity values.
 FC0742
 FC0742;                    North         East    Units  Estimated Accuracy
 FC0742;SPC TN       -   145,090.      706,400.      MT  (+/- 180 meters Scaled)
 FC0742
 FC0742                          SUPERSEDED SURVEY CONTROL
 FC0742
 FC0742  NGVD 29 (??/??/92)  233.400  (m)          765.75   (f) ADJ UNCH    1 2
 FC0742
 FC0742.Superseded values are not recommended for survey control.
 FC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0742.See file dsdata.txt to determine how the superseded data were derived.
 FC0742
 FC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE969456(NAD 83)
 FC0742_MARKER: DD = SURVEY DISK
 FC0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0742_SP_SET: CULVERT
 FC0742_STAMPING: L K 8 1942
 FC0742_MARK LOGO: TVA   
 FC0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0742
 FC0742  HISTORY     - Date     Condition        Report By
 FC0742  HISTORY     - 1942     MONUMENTED       TVA
 FC0742  HISTORY     - 1950     GOOD             NGS
 FC0742
 FC0742                          STATION DESCRIPTION
 FC0742
 FC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0742'6.6 MI SE FROM SPRING CITY.
 FC0742'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0742'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 3.85 MILES EAST
 FC0742'ALONG STATE HIGHWAY 68, ABOUT 0.4 MILE WEST OF THE CROSSING
 FC0742'OF A POWER TRANSMISSION LINE, SET IN THE CENTER OF THE SOUTHWEST
 FC0742'HEAD WALL OF A 16-FOOT CONCRETE CULVERT WITH PARTITION UNDER
 FC0742'WATTS BAR SPUR RAILWAY, 42 FEET SOUTHWEST AND ACROSS THE TRACK
 FC0742'FROM THE CENTER LINE OF THE HIGHWAY, 10.5 FEET SOUTHWEST OF THE
 FC0742'SOUTHWEST RAIL, 85 YARDS NORTHWEST OF THE CENTER OF A PRIVATE ROAD
 FC0742'CROSSING, 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0128 ***********************************************************************
 FC0128  DESIGNATION -  LK 83 A
 FC0128  PID         -  FC0128
 FC0128  STATE/COUNTY-  TN/ROANE
 FC0128  USGS QUAD   -  ELVERTON (1990)
 FC0128
 FC0128                         *CURRENT SURVEY CONTROL
 FC0128  ___________________________________________________________________
 FC0128* NAD 83(1986)-  35 58 13.     (N)    084 28 27.     (W)     SCALED    
 FC0128* NAVD 88     -       229.277  (meters)     752.22   (feet)  ADJUSTED  
 FC0128  ___________________________________________________________________
 FC0128  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0128  DYNAMIC HT  -         229.068 (meters)     751.53  (feet)  COMP
 FC0128  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FC0128
 FC0128  VERT ORDER  -  FIRST     CLASS I
 FC0128
 FC0128.The horizontal coordinates were scaled from a topographic map and have
 FC0128.an estimated accuracy of +/- 6 seconds.
 FC0128
 FC0128.The orthometric height was determined by differential leveling
 FC0128.and adjusted by the National Geodetic Survey in June 1991..
 FC0128
 FC0128.The geoid height was determined by GEOID03.
 FC0128
 FC0128.The dynamic height is computed by dividing the NAVD 88
 FC0128.geopotential number by the normal gravity value computed on the
 FC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0128.degrees latitude (g = 980.6199 gals.).
 FC0128
 FC0128.The modeled gravity was interpolated from observed gravity values.
 FC0128
 FC0128;                    North         East    Units  Estimated Accuracy
 FC0128;SPC TN       -   182,690.      737,610.      MT  (+/- 180 meters Scaled)
 FC0128
 FC0128                          SUPERSEDED SURVEY CONTROL
 FC0128
 FC0128  NGVD 29 (??/??/92)  229.398  (m)          752.62   (f) ADJ UNCH    1 1
 FC0128
 FC0128.Superseded values are not recommended for survey control.
 FC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0128.See file dsdata.txt to determine how the superseded data were derived.
 FC0128
 FC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277836(NAD 83)
 FC0128_MARKER: DD = SURVEY DISK
 FC0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0128_SP_SET: GUARD RAIL BASE
 FC0128_STAMPING: LK 83 A 1942
 FC0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0128
 FC0128  HISTORY     - Date     Condition        Report By
 FC0128  HISTORY     - 1942     MONUMENTED       TVA
 FC0128  HISTORY     - 1967     GOOD             NGS
 FC0128
 FC0128                          STATION DESCRIPTION
 FC0128
 FC0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0128'5.2 MI NE FROM HARRIMAN.
 FC0128'ABOUT 5.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0128'STATION AT HARRIMAN, ABOUT 0.15 MILE EAST OF MILEPOST 45, ABOUT
 FC0128'25 YARDS NORTH OF THE TRACK, SET IN THE TOP OF THE WEST END OF
 FC0128'THE SOUTH CONCRETE GUARD RAIL BASE OF STATE HIGHWAY 61 CONCRETE
 FC0128'BRIDGE OVER LITTLE EMORY RIVER, 14 1/2 FEET SOUTH OF THE CENTER
 FC0128'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 10
 FC0128'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0743 ***********************************************************************
 FC0743  DESIGNATION -  LK 9
 FC0743  PID         -  FC0743
 FC0743  STATE/COUNTY-  TN/RHEA
 FC0743  USGS QUAD   -  SPRING CITY (1990)
 FC0743
 FC0743                         *CURRENT SURVEY CONTROL
 FC0743  ___________________________________________________________________
 FC0743* NAD 83(1986)-  35 37 48.     (N)    084 49 13.     (W)     SCALED    
 FC0743* NAVD 88     -       229.186  (meters)     751.92   (feet)  ADJUSTED  
 FC0743  ___________________________________________________________________
 FC0743  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0743  DYNAMIC HT  -         228.969 (meters)     751.21  (feet)  COMP
 FC0743  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC0743
 FC0743  VERT ORDER  -  FIRST     CLASS II
 FC0743
 FC0743.The horizontal coordinates were scaled from a topographic map and have
 FC0743.an estimated accuracy of +/- 6 seconds.
 FC0743
 FC0743.The orthometric height was determined by differential leveling
 FC0743.and adjusted by the National Geodetic Survey in June 1991..
 FC0743
 FC0743.The geoid height was determined by GEOID03.
 FC0743
 FC0743.The dynamic height is computed by dividing the NAVD 88
 FC0743.geopotential number by the normal gravity value computed on the
 FC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0743.degrees latitude (g = 980.6199 gals.).
 FC0743
 FC0743.The modeled gravity was interpolated from observed gravity values.
 FC0743
 FC0743;                    North         East    Units  Estimated Accuracy
 FC0743;SPC TN       -   144,510.      706,860.      MT  (+/- 180 meters Scaled)
 FC0743
 FC0743                          SUPERSEDED SURVEY CONTROL
 FC0743
 FC0743  NGVD 29 (??/??/92)  229.268  (m)          752.19   (f) ADJ UNCH    1 2
 FC0743
 FC0743.Superseded values are not recommended for survey control.
 FC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0743.See file dsdata.txt to determine how the superseded data were derived.
 FC0743
 FC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE973450(NAD 83)
 FC0743_MARKER: DD = SURVEY DISK
 FC0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0743_SP_SET: CULVERT
 FC0743_STAMPING: L K 9 1942
 FC0743_MARK LOGO: TVA   
 FC0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0743
 FC0743  HISTORY     - Date     Condition        Report By
 FC0743  HISTORY     - 1942     MONUMENTED       TVA
 FC0743  HISTORY     - 1950     GOOD             NGS
 FC0743
 FC0743                          STATION DESCRIPTION
 FC0743
 FC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0743'7.1 MI SE FROM SPRING CITY.
 FC0743'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0743'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.3 MILES EAST ALONG
 FC0743'STATE HIGHWAY 68, 95 YARDS SOUTHEAST OF THE CROSSING OF A STEEL
 FC0743'TOWER POWER TRANSMISSION LINE, SET IN THE TOP OF THE CENTER OF THE
 FC0743'NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED PIPE
 FC0743'CULVERT, 48 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FC0743'NORTHEAST RAIL OF THE WATTS BAR SPUR RAILWAY, 21.5 FEET NORTHEAST
 FC0743'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 1/2 FEET BELOW
 FC0743'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2673 ***********************************************************************
 AJ2673  DESIGNATION -  LM 222+00
 AJ2673  PID         -  AJ2673
 AJ2673  STATE/COUNTY-  TN/SHELBY
 AJ2673  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2673
 AJ2673                         *CURRENT SURVEY CONTROL
 AJ2673  ___________________________________________________________________
 AJ2673* NAD 83(1995)-  35 10 36.39255(N)    090 03 22.60620(W)     ADJUSTED  
 AJ2673* NAVD 88     -        66.68   (meters)     218.8    (feet)  LEVELING  
 AJ2673  ___________________________________________________________________
 AJ2673  X           -      -5,126.610 (meters)                     COMP
 AJ2673  Y           -  -5,219,182.871 (meters)                     COMP
 AJ2673  Z           -   3,653,937.362 (meters)                     COMP
 AJ2673  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ2673  ELLIP HEIGHT-          39.43  (meters)          (04/26/01) GPS OBS
 AJ2673  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2673
 AJ2673  HORZ ORDER  -  FIRST
 AJ2673  VERT ORDER  -  THIRD ?
 AJ2673  ELLP ORDER  -  FOURTH    CLASS I
 AJ2673
 AJ2673.The horizontal coordinates were established by GPS observations
 AJ2673.and adjusted by the National Geodetic Survey in April 2001..
 AJ2673
 AJ2673.The orthometric height was determined by differential leveling.
 AJ2673.The vertical network tie was performed by a horz. field party for horz.
 AJ2673.obs reductions. Reset procedures were used to establish the elevation.
 AJ2673
 AJ2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2673
 AJ2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2673
 AJ2673.The ellipsoidal height was determined by GPS observations
 AJ2673.and is referenced to NAD 83.
 AJ2673
 AJ2673.The geoid height was determined by GEOID03.
 AJ2673
 AJ2673;                    North         East     Units Scale Factor Converg.
 AJ2673;SPC TN       -   101,236.739   230,608.500   MT  1.00001373   -2 22 28.9
 AJ2673;SPC TN       -   332,140.87    756,588.05   sFT  1.00001373   -2 22 28.9
 AJ2673;UTM  15      - 3,896,616.578   768,080.358   MT  1.00048579   +1 41 48.8
 AJ2673;UTM  16      - 3,896,926.166   221,665.824   MT  1.00055486   -1 45 42.7
 AJ2673
 AJ2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2673!SPC TN       -   0.99999381  x   1.00001373  =   1.00000754
 AJ2673!UTM  15      -   0.99999381  x   1.00048579  =   1.00047960
 AJ2673!UTM  16      -   0.99999381  x   1.00055486  =   1.00054867
 AJ2673
 AJ2673                          SUPERSEDED SURVEY CONTROL
 AJ2673
 AJ2673.No superseded survey control is available for this station.
 AJ2673
 AJ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6808096617(NAD 83)
 AJ2673_MARKER: DD = SURVEY DISK
 AJ2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2673_MARK LOGO: USE   
 AJ2673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2673+STABILITY: SURFACE MOTION
 AJ2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2673+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AJ2673
 AJ2673  HISTORY     - Date     Condition        Report By
 AJ2673  HISTORY     - 1987     MONUMENTED       USE
 AJ2673
 AJ2673                          STATION DESCRIPTION
 AJ2673
 AJ2673'DESCRIBED BY US ENGINEERS 1987
 AJ2673'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS AREA ON THE NORTH END OF
 AJ2673'MUD ISLAND IN THE MISSISSIPPI GREENBELT PARK.
 AJ2673'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2673'STREET PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2673'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2673'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND GO NORTH ON ISLAND DRIVE
 AJ2673'APPROXIMATELY 1.25 MILES (2.01 KM) TO THE STATION ON THE LEFT.
 AJ2673'THE STATION IS A BRASS CAP WITH A CROSS MARK SET ON UNKNOWN OBJECT IN
 AJ2673'THE GROUND.  THE STATION IS LOCATED ON THE EAST BANK OF THE
 AJ2673'MISSISSIPPI RIVER IN THE MISSISSIPPI GREENBELT PARK AT STATION 222+00
 AJ2673'OF THE LOOSAHATCHIE-MEMPHIS RVT BASELINE OF THE UNITED STATES CORPS OF
 AJ2673'ENGINEERS, APPROXIMATELY 1050.00 FEET (320.04 M) SOUTH OF THE SOUTH
 AJ2673'EDGE OF THE MUD ISLAND BOAT RAMP PARKING LOT AND 246.00 WEST OF THE
 AJ2673'CENTERLINE OF ISLAND DRIVE.  THE CAP AND CONCRETE ARE RECESSED
 AJ2673'APPROXIMATELY 1.00 FEET (0.30 M) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1634 ***********************************************************************
 FD1634  DESIGNATION -  LOBEL
 FD1634  PID         -  FD1634
 FD1634  STATE/COUNTY-  TN/PERRY
 FD1634  USGS QUAD   -  LOBELVILLE (1968)
 FD1634
 FD1634                         *CURRENT SURVEY CONTROL
 FD1634  ___________________________________________________________________
 FD1634* NAD 83(1995)-  35 47 19.47066(N)    087 47 40.18755(W)     ADJUSTED  
 FD1634* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 FD1634  ___________________________________________________________________
 FD1634  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FD1634  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD1634
 FD1634  HORZ ORDER  -  SECOND
 FD1634
 FD1634.The horizontal coordinates were established by classical geodetic methods
 FD1634.and adjusted by the National Geodetic Survey in April 1999..
 FD1634
 FD1634.The orthometric height was scaled from a topographic map.
 FD1634
 FD1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1634
 FD1634.The geoid height was determined by GEOID03.
 FD1634
 FD1634;                    North         East     Units Scale Factor Converg.
 FD1634;SPC TN       -   162,963.235   437,788.554   MT  0.99994871   -1 03 02.1
 FD1634;SPC TN       -   534,655.21  1,436,311.28   sFT  0.99994871   -1 03 02.1
 FD1634;UTM  16      - 3,960,808.368   428,202.689   MT  0.99966352   -0 27 52.7
 FD1634
 FD1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1634!SPC TN       -   0.99996834  x   0.99994871  =   0.99991705
 FD1634!UTM  16      -   0.99996834  x   0.99966352  =   0.99963187
 FD1634
 FD1634|---------------------------------------------------------------------|
 FD1634| PID    Reference Object                     Distance      Geod. Az  |
 FD1634|                                                           dddmmss.s |
 FD1634| CG6792 LOBEL RM 1                           44.141 METERS 04736     |
 FD1634| FD1619 AIRCON                              APPROX. 6.2 KM 0910013.8 |
 FD1634| CG6791 LOBEL AZ MK                                        1482959.6 |
 FD1634| CG6793 LOBEL RM 2                           40.889 METERS 16157     |
 FD1634|---------------------------------------------------------------------|
 FD1634
 FD1634                          SUPERSEDED SURVEY CONTROL
 FD1634
 FD1634  NAD 83(1995)-  35 47 19.47217(N)    087 47 40.19042(W) AD(       ) 2
 FD1634  NAD 83(1986)-  35 47 19.48112(N)    087 47 40.18843(W) AD(       ) 2
 FD1634  NAD 27      -  35 47 19.24500(N)    087 47 40.10200(W) AD(       ) 2
 FD1634
 FD1634.Superseded values are not recommended for survey control.
 FD1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1634.See file dsdata.txt to determine how the superseded data were derived.
 FD1634
 FD1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2820360808(NAD 83)
 FD1634_MARKER: DS = TRIANGULATION STATION DISK
 FD1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1634
 FD1634  HISTORY     - Date     Condition        Report By
 FD1634  HISTORY     - 1934     MONUMENTED       CGS
 FD1634  HISTORY     - 1962     GOOD             CGS
 FD1634  HISTORY     - 1973     GOOD             TVA
 FD1634  HISTORY     - 1975     GOOD             NGS
 FD1634
 FD1634                          STATION DESCRIPTION
 FD1634
 FD1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1634'ABOUT 1.25 MILES NORTHWEST OF LOBELVILLE, ON HIGHEST POINT OF RIDGE,
 FD1634'ON RIGHT-OF-WAY OF
 FD1634'AND 33 FEET WEST OF CENTER LINE OF STATE ROUTE 13,
 FD1634'AND 19.5 FEET SOUTHEAST OF 9-INCH
 FD1634'BLACK OAK WITH TRIANGULAR BLAZE.
 FD1634'TO REACH FROM POST OFFICE AT LOBELVILLE, GO NORTH
 FD1634'1.6 MILES ON STATE
 FD1634'ROUTE 13 TO TRIANGLE-BLAZED TREE AT TOP OF RIDGE AND STATION.
 FD1634'SURFACE AND
 FD1634'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1634'UPPER MARK
 FD1634'PROJECTS 9 INCHES ABOVE GROUND.
 FD1634'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1634'REFERENCE DISKS IN CONCRETE,
 FD1634'PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NO 1 IS ON
 FD1634'RIGHT-OF-WAY OF AND 27 FEET EAST OF CENTER LINE OF ROUTE 13 AND
 FD1634'144.82 FEET FROM
 FD1634'STATION N 47 DEG 36 MIN E.  NO 2 IS ON
 FD1634'RIGHT-OF-WAY OF AND 24 FEET
 FD1634'EAST-NORTHEAST OF CENTER LINE OF ROUTE 13
 FD1634'AND 134.15 FEET FROM STATION S 18 DEG 03 MIN E.
 FD1634'AZIMUTH MARK
 FD1634'IS ON RIGHT-OF-WAY OF AND 23 FEET SOUTHWEST OF CENTER LINE OF
 FD1634'ROUTE 13, ABOUT
 FD1634'45 FEET NORTHEAST OF 15-INCH BLACK OAK, AND 0.2 MILE FROM
 FD1634'STATION  S 31 DEG 30 MIN E.
 FD1634'AIRWAY BEACON NO 58 (SEE
 FD1634'DESCRIPTION THEREOF) IS 3.8 MILES FROM
 FD1634'STATION S 89 DEG 14 MIN E.
 FD1634
 FD1634                          STATION RECOVERY (1962)
 FD1634
 FD1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1634'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FD1634'MARK NO 2 AND THE AZIMUTH
 FD1634'MARK WERE FOUND LYING IN THE WOODS ALONG THE ROAD TO THE
 FD1634'STATION AND THE DISK WERE
 FD1634'REMOVED FOR SUBMISSION TO THE WASHINGTON
 FD1634'OFFICE.  A COMPLETE AND THOROUGH SEARCH WAS
 FD1634'MADE FOR REFERENCE MARK
 FD1634'NO 1 BUT IT COULD NOT BE FOUND, AND IS PRESUMED LOST BY
 FD1634'CONSTRUCTION AT
 FD1634'THE SAME TIME THE OTHER MARKS WERE DESTROYED.
 FD1634'
 FD1634'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1634'
 FD1634'THE STATION IS ON THE PROPERTY OF MRS ARTHUR BATTON, ON A HIGH POINT
 FD1634'OF A RIDGE ABOUT 1.25 MILES
 FD1634'NORTHWEST OF LOBELVILLE AND 0.25 MILE NORTH OF THE
 FD1634'CITY DUMP.
 FD1634'
 FD1634'TO REACH FROM THE POST OFFICE IN LOBELVILLE, GO NORTH ON STATE ROUTE
 FD1634'13 FOR 0.1 MILE TO A TRAFFIC
 FD1634'LIGHT, HERE TURN RIGHT, WEST, ON AN OILED STREET
 FD1634'FOR 0.25 MILE TO AN OILED T ROAD
 FD1634'RIGHT, TURN RIGHT AND GO NORTHERLY
 FD1634'ON THE OILED ROAD FOR 0.4 MILE TO THE OFFICE OF THE
 FD1634'TENNESSEE GAS
 FD1634'PIPELINE COMPANY PUMPING STATION ON THE RIGHT.  HERE CONTINUE
 FD1634'NORTHERLY ON THE
 FD1634'OILED ROAD FOR 0.15 MILE TO THE END OF OILED
 FD1634'SURFACE, CONTINUE NORTHERLY ON A
 FD1634'GRAVELED ROAD FOR 0.8 MILE TO THE
 FD1634'TOP OF THE RIDGE AND THE STATION ON THE LEFT AT
 FD1634'EDGE OF WOODS.
 FD1634'
 FD1634'THE STATION IS 31 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FD1634'ROAD, 20 FEET SOUTH OF A
 FD1634'TWIN TRUNKED HICKORY TREE, 12 FEET NORTH OF A 7-INCH,
 FD1634'TRIANGLE BLAZED OAK TREE, AND 1.0
 FD1634'FOOT EAST OF A METAL WITNESS POST
 FD1634'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1634'12-INCH, ROUND,
 FD1634'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FD1634'LOBEL 1934.
 FD1634
 FD1634                          STATION RECOVERY (1973)
 FD1634
 FD1634'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1634'LOBEL RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1634'
 FD1634'ADD TO DESCRIPTION.
 FD1634'STATION IS 8.8 FT. SOUTH FROM 6 INCH WHITE OAK.
 FD1634'10.3 FT. S. E. FROM 4 INCH HICKORY.
 FD1634'11.7 FT. N 30 E FROM 10 INCH POST.
 FD1634'
 FD1634'COAST AND GEODIC POST AND SIGN.
 FD1634'
 FD1634'LOBEL RM 1 RECOVERED ON TOP OF GROUND (DESTROYED).  CAP RECOVERED.
 FD1634'
 FD1634'LOBEL RM 2 RECOVERED OUT OF GROUND.  DESTROYED, CAP MISSING.
 FD1634'
 FD1634'LOBEL AZI RECOVERED GRADED OUT CAP, MISSING.  DESTROYED.
 FD1634'
 FD1634'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.25 MI. N. W. OF
 FD1634'LOBELVILLE.
 FD1634
 FD1634                          STATION RECOVERY (1975)
 FD1634
 FD1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1634'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND
 FD1634'THE AZIMUTH MARK WERE REPORTED AS DESTROYED IN 1962 AND REFERENCE
 FD1634'MARK 1 IN 1972.  REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME TO
 FD1634'HELP IN FUTURE RECOVERY OF THE STATION.  THERE IS NO AVAILABLE
 FD1634'PLACE FOR AN AZIMUTH MARK DUE TO TREES AND HEAVY UNDERGROWTH.  A
 FD1634'NEW DESCRIPTION FOLLOWS--
 FD1634'
 FD1634'THE STATION IS 34 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 9
 FD1634'FEET SOUTH OF A 6 INCH WHITE OAK TREE, 10 FEET SOUTHEAST OF A 4 INCH
 FD1634'HICKORY TREE, 12 FEET NORTHEAST OF A 10 INCH OAK TREE AND 1 FOOT
 FD1634'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 FD1634'AND THE DISK IS STAMPED LOBEL 1934.
 FD1634'
 FD1634'TO REACH THE STATION FROM THE U. S. POST OFFICE AT LOBELVILLE, GO
 FD1634'NORTH ON STATE HIGHWAY 13 FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN
 FD1634'LEFT AND GO WEST ON PAVED STREET FOR 0.25 MILE TO A PAVED STREET
 FD1634'RIGHT.  TURN RIGHT AND GO NORTH ON TENNCO ST. FOR 0.4 MILE TO THE
 FD1634'TENNESSEE GAS PIPELINE CO. PUMPING STATION OFFICE ON THE RIGHT.
 FD1634'CONTINUE NORTH AND NORTHWEST ON PAVED STREET AND GRAVELED ROAD
 FD1634'KEEPING LEFT ON THE MAIN GRAVEL ROAD FOR 0.95 MILE TO THE TOP OF
 FD1634'RIDGE AND THE STATION ON THE LEFT.
 FD1634'
 FD1634'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FD1634'LOBEL 1934 NO 3 1975, PROJECTING 3 INCHES, 1 FOOT SOUTHWEST OF A
 FD1634'METAL WITNESS POST AND 21 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FD1634'
 FD1634'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FD1634'LOBEL 1934 NO 4 1975, PROJECTING 3 INCHES, 31 FEET WEST OF THE
 FD1634'CENTERLINE OF THE ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS
 FD1634'POST.
 FD1634'
 FD1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILES
 FD1634'NORTHWEST OF LOBELVILLE.
 FD1634'
 FD1634'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1941 ***********************************************************************
 FF1941  DESIGNATION -  LOCKE
 FF1941  PID         -  FF1941
 FF1941  STATE/COUNTY-  TN/SHELBY
 FF1941  USGS QUAD   -  LOCKE (1970)
 FF1941
 FF1941                         *CURRENT SURVEY CONTROL
 FF1941  ___________________________________________________________________
 FF1941* NAD 83(1995)-  35 20 53.80527(N)    090 02 20.86837(W)     ADJUSTED  
 FF1941* NAVD 88     -       120.31   (+/-2cm)     394.7    (feet)  VERTCON   
 FF1941  ___________________________________________________________________
 FF1941  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FF1941  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1941
 FF1941  HORZ ORDER  -  FIRST
 FF1941  VERT ORDER  -  THIRD ? (See Below)
 FF1941
 FF1941.The horizontal coordinates were established by classical geodetic methods
 FF1941.and adjusted by the National Geodetic Survey in April 1999..
 FF1941
 FF1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1941.The vertical order pertains to the NGVD 29 superseded value.
 FF1941
 FF1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1941
 FF1941.The geoid height was determined by GEOID03.
 FF1941
 FF1941;                    North         East     Units Scale Factor Converg.
 FF1941;SPC TN       -   120,183.436   232,954.413   MT  0.99998411   -2 21 52.8
 FF1941;SPC TN       -   394,301.82    764,284.60   sFT  0.99998411   -2 21 52.8
 FF1941;SPC AR N     -   114,374.048   578,220.753   MT  0.99994437   +1 08 27.7
 FF1941;SPC AR N     -   375,242.19  1,897,045.92   sFT  0.99994437   +1 08 27.7
 FF1941;UTM  15      - 3,915,691.443   769,074.388   MT  1.00049234   +1 42 50.5
 FF1941;UTM  16      - 3,915,907.150   223,811.382   MT  1.00054016   -1 45 33.8
 FF1941
 FF1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1941!SPC TN       -   0.99998541  x   0.99998411  =   0.99996952
 FF1941!SPC AR N     -   0.99998541  x   0.99994437  =   0.99992978
 FF1941!UTM  15      -   0.99998541  x   1.00049234  =   1.00047774
 FF1941!UTM  16      -   0.99998541  x   1.00054016  =   1.00052556
 FF1941
 FF1941:                Primary Azimuth Mark                     Grid Az
 FF1941:SPC TN       -  MILLINGTON TANK                          094 32 18.6
 FF1941:SPC AR N     -  MILLINGTON TANK                          091 01 58.1
 FF1941:UTM  15      -  MILLINGTON TANK                          090 27 35.3
 FF1941:UTM  16      -  MILLINGTON TANK                          093 55 59.6
 FF1941
 FF1941|---------------------------------------------------------------------|
 FF1941| PID    Reference Object                     Distance      Geod. Az  |
 FF1941|                                                           dddmmss.s |
 FF1941| FE2604 MILLINGTON TANK                     APPROX.13.3 KM 0921025.8 |
 FF1941| CI2856 19 23 19                                           0951310.2 |
 FF1941| FF2235 LOCKE RM 1                           41.030 METERS 24955     |
 FF1941| FF2236 LOCKE RM 2                           72.170 METERS 32217     |
 FF1941|---------------------------------------------------------------------|
 FF1941
 FF1941                          SUPERSEDED SURVEY CONTROL
 FF1941
 FF1941  NAD 83(1995)-  35 20 53.81593(N)    090 02 20.86936(W) AD(       ) 1
 FF1941  NAD 83(1995)-  35 20 53.81650(N)    090 02 20.86908(W) AD(       ) 1
 FF1941  NAD 83(1986)-  35 20 53.81685(N)    090 02 20.86959(W) AD(       ) 1
 FF1941  NAD 27      -  35 20 53.50950(N)    090 02 20.54520(W) AD(       ) 1
 FF1941  NGVD 29 (07/19/86)  120.27   (m)          394.6    (f) LEVELING    3  
 FF1941
 FF1941.Superseded values are not recommended for survey control.
 FF1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1941.See file dsdata.txt to determine how the superseded data were derived.
 FF1941
 FF1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6907415691(NAD 83)
 FF1941_MARKER: DS = TRIANGULATION STATION DISK
 FF1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1941
 FF1941  HISTORY     - Date     Condition        Report By
 FF1941  HISTORY     - 1929     MONUMENTED       CGS
 FF1941  HISTORY     - 1958     GOOD             CGS
 FF1941  HISTORY     - 19980822 GOOD             TN1620
 FF1941
 FF1941                          STATION DESCRIPTION
 FF1941
 FF1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF1941'ABOUT 14 MILES NORTH OF MEMPHIS, 1-1/2 MILES NORTHWEST OF LOCKE,
 FF1941'AND ON NORTH SIDE OF GRAVEL ROAD NEAR WEST LINE OF FARM BELONGING
 FF1941'TO PHELAN JETER WHO LIVES ABOUT 2 MILES NORTH OF LOCKE.  TO REACH
 FF1941'FROM ROUTE 3 IN MILLINGTON, GO ABOUT 8 MILES ON GRAVEL ROAD
 FF1941'TO LOCKE, GO NORTH 0.8 MILE ON GRAVEL ROAD TO GRAVEL ROAD LEADING
 FF1941'WEST, FOLLOW THIS ROAD 0.7 MILE TO WHITE HOUSE ON NORTH SIDE
 FF1941'OF ROAD, AND TURN AROUND HOUSE TO STATION SITE.  STATION IS
 FF1941'BETWEEN MAIN ROAD AND BEECH TREE, IN EAST FENCE LINE OF YARD,
 FF1941'50 YARDS SOUTHEAST OF HOUSE, 30 FEET NORTH OF ROAD, AND 40 FEET
 FF1941'SOUTH OF LARGE BEECH TREE.  STATION CAN BE REACHED MORE
 FF1941'EASILY FROM MEMPHIS BY OILED GRAVEL ROAD VIA BENJESTOWN AND
 FF1941'LOCKE.  TAKE BENJESTOWN ROAD 1.8 MILES NORTH OF WOLF RIVER
 FF1941'BRIDGE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FF1941'STATION DISKS IN CONCRETE.  REFERENCE
 FF1941'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 FF1941'IS NEAR NORTHEAST CORNER OF CHICKEN HOUSE IN REAR OF WHITE
 FF1941'HOUSE AND 236.7 FEET FROM STATION, N 37 DEG 43 MIN W.
 FF1941'NO. 2 IS IN LINE WITH FRONT DOOR OF HOUSE, ON NORTH BANK,
 FF1941'ABOUT 20 FEET FROM THE CENTER LINE OF ROAD, AND 134.7 FEET FROM
 FF1941'STATION, S 69 DEG 55 MIN W.
 FF1941
 FF1941                          STATION RECOVERY (1958)
 FF1941
 FF1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FF1941'THE STATION WAS RECOVERED AND THE REFERENCE MARK NUMBERS WERE
 FF1941'FOUND TO BE TRANSPOSED.  THE DISTANCE AND DIRECTION THEN CHECKED.
 FF1941'DUE TO CHANGE IN LOCAL SURROUNDINGS A NEW DESCRIPTION FOLLOWS.
 FF1941'
 FF1941'THE STATION IS ABOUT 14 MILES NORTH OF THE MAIN BUSINESS DISTRICT
 FF1941'OF MEMPHIS, ABOUT 8 MILES WEST OF MILLINGTON AND IN THE SHELBY
 FF1941'FOREST STATE PARK.  IT IS 55 FEET NORTH OF THE CENTERLINE OF
 FF1941'A PAVED ROAD, 2.5 FEET WEST OF A WHITE WITNESS POST AND 44 FEET
 FF1941'SOUTH OF A VERY LARGE BEECH TREE.  THE MONUMENT PROJECTS 3 INCHES
 FF1941'AND THE DISK IS STAMPED LOCKE 1929.
 FF1941'
 FF1941'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY ROAD AND
 FF1941'U.S. HIGHWAY 51 IN MILLINGTON, GO WEST ON SHELBY ROAD FOR 2.55
 FF1941'MILES TO A T-ROAD INTERSECTION, TURN RIGHT, NORTH AND GO 0.1 MILE
 FF1941'TO CUBA-MILLINGTON ROAD.  TURN LEFT, WEST ON THE CUBA-MILLINGTON
 FF1941'ROAD AND GO 0.95 MILE TO A T-INTERSECTION.  TURN RIGHT, NORTH
 FF1941'FOR 0.05 MILE.  TURN LEFT, WEST AND GO 0.7 MILE TO A T-ROAD
 FF1941'INTERSETION. TURN LEFT, SOUTH FOR 0.6 MILE TO A SIDE ROAD
 FF1941'RIGHT.  TURN RIGHT AND GO 2.5 MILES TO A Y-INTERSECTION.  TURN
 FF1941'LEFT AND GO SOUTHERLY FOR 1.4 MILES TO A SIDE ROAD RIGHT,
 FF1941'TURN RIGHT AND GO 0.15 MILE TO THE PARK ENTRANCE.  TURN RIGHT
 FF1941'AND GO 0.6 MILE TO THE STATION ON THE RIGHT, NORTH SIDE OF
 FF1941'THE ROAD.
 FF1941'
 FF1941'TO REACH 19-23-19 (TENNESSEE DIVISION OF GEOLOGY), WHICH WAS
 FF1941'USED AS AN AZIMUTH MARK, GO EAST ON THE PAVED ROAD FOR 0.2 MILE
 FF1941'TO THE MARK ON THE LEFT, NORTH SIDE OF THE ROAD.
 FF1941'
 FF1941'REFERENCE MARK 1 IS 26 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FF1941'ROAD AND 137 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 FF1941'PROJECTS 3 INCHES AND THE DISK IS STAMPED LOCKE NO 1 1929.
 FF1941'
 FF1941'REFERENCE MARK 2 IS 238 FEET NORTHWEST OF A WHITE WITNESS POST
 FF1941'AND 1.5 FEET SOUTHEAST OF A THORN TREE.  THE MONUMENT PROJECTS 3
 FF1941'INCHES AND THE DISK IS STAMPED LOCKE NO 2 1929.
 FF1941'
 FF1941'19-23-19 (TENNESSEE DIVISION OF GEOLOGY) IS 18 FEET NORTHEAST
 FF1941'OF THE CENTERLINE OF THE PAVED ROAD AND 1.5 FEET SOUTHWEST
 FF1941'OF A WHITE WITNESS POST.  IT IS A BRONZE DISK SET IN THE TOP
 FF1941'OF A PRECASTE CONCRETE POST PROJECTING 2 INCHES.  THE DISK IS
 FF1941'STAMPED 19 23 19.
 FF1941'
 FF1941'NOTE- IT WILL REQUIRE ABOUT 1 HOUR OF CLEARING FOR 19-23-19
 FF1941'(TENNESSEE DIV. OF GEOLOGY) TO SEE FROM THE GROUND.
 FF1941
 FF1941                          STATION RECOVERY (1998)
 FF1941
 FF1941'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (RS)
 FF1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1885 ***********************************************************************
 FC1885  DESIGNATION -  LOCKHART
 FC1885  PID         -  FC1885
 FC1885  STATE/COUNTY-  TN/GRUNDY
 FC1885  USGS QUAD   -  PALMER (1983)
 FC1885
 FC1885                         *CURRENT SURVEY CONTROL
 FC1885  ___________________________________________________________________
 FC1885* NAD 83(1995)-  35 19 13.44260(N)    085 33 42.98098(W)     ADJUSTED  
 FC1885* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 FC1885  ___________________________________________________________________
 FC1885  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FC1885  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1885
 FC1885  HORZ ORDER  -  SECOND
 FC1885
 FC1885.The horizontal coordinates were established by classical geodetic methods
 FC1885.and adjusted by the National Geodetic Survey in April 1999..
 FC1885
 FC1885.The orthometric height was scaled from a topographic map.
 FC1885
 FC1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1885
 FC1885.The geoid height was determined by GEOID03.
 FC1885
 FC1885;                    North         East     Units Scale Factor Converg.
 FC1885;SPC TN       -   109,604.309   639,832.669   MT  0.99998832   +0 15 23.2
 FC1885;SPC TN       -   359,593.47  2,099,184.35   sFT  0.99998832   +0 15 23.2
 FC1885;UTM  16      - 3,909,523.750   630,716.454   MT  0.99981057   +0 49 53.5
 FC1885
 FC1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1885!SPC TN       -   0.99989057  x   0.99998832  =   0.99987889
 FC1885!UTM  16      -   0.99989057  x   0.99981057  =   0.99970116
 FC1885
 FC1885|---------------------------------------------------------------------|
 FC1885| PID    Reference Object                     Distance      Geod. Az  |
 FC1885|                                                           dddmmss.s |
 FC1885| CG6797 LOCKHART RM 1                        51.481 METERS 06706     |
 FC1885| CG6798 LOCKHART RM 2                        35.802 METERS 33918     |
 FC1885| CG6796 LOCKHART AZ MK                                     3494944.8 |
 FC1885|---------------------------------------------------------------------|
 FC1885
 FC1885                          SUPERSEDED SURVEY CONTROL
 FC1885
 FC1885  NAD 83(1995)-  35 19 13.44269(N)    085 33 42.98160(W) AD(       ) 2
 FC1885  NAD 83(1995)-  35 19 13.44292(N)    085 33 42.98247(W) AD(       ) 2
 FC1885  NAD 83(1995)-  35 19 13.44313(N)    085 33 42.98080(W) AD(       ) 2
 FC1885  NAD 83(1986)-  35 19 13.44480(N)    085 33 42.98208(W) AD(       ) 2
 FC1885  NAD 27      -  35 19 13.19900(N)    085 33 43.09500(W) AD(       ) 2
 FC1885
 FC1885.Superseded values are not recommended for survey control.
 FC1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1885.See file dsdata.txt to determine how the superseded data were derived.
 FC1885
 FC1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3071609524(NAD 83)
 FC1885_MARKER: DS = TRIANGULATION STATION DISK
 FC1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1885
 FC1885  HISTORY     - Date     Condition        Report By
 FC1885  HISTORY     - 1934     MONUMENTED       CGS
 FC1885
 FC1885                          STATION DESCRIPTION
 FC1885
 FC1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1885'ABOUT 2-1/4 MILES SOUTHWEST OF PALMER, ABOUT 200 YARDS NORTHWEST OF
 FC1885'GRUNDY-SEQUATCHIE-MARION TRICOUNTY CORNER, ON STATE-OWNED
 FC1885'PROPERTY, 200 FEET WEST OF CENTER LINE OF ROUTE 108, 54.6 FEET
 FC1885'WEST-NORTHWEST OF SOUTHWEST LEG OF FIRE TOWER, 50.8 FEET WEST
 FC1885'OF NORTHWEST LEG OF FIRE TOWER, 13 YARDS NORTHWEST OF 16-INCH OAK,
 FC1885'AND 6 YARDS SOUTH-SOUTHWEST OF 10-INCH OAK TREE.  SURFACE AND
 FC1885'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1885'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FC1885'IN CONCRETE.  NO. 1 IS ALONG FENCE LINE ON EAST SIDE OF
 FC1885'FORESTRY LOT, 30 FEET WEST OF CENTER LINE OF HIGHWAY, 9 YARDS
 FC1885'NORTH OF 22-INCH ELM, AND 168.90 FEET FROM STATION, N 67 DEG 06 MIN E.
 FC1885'NO. 2 IS ALONG FENCE LINE AROUND FORESTRY LOT, 8 YARDS
 FC1885'WEST OF 14-INCH OAK, AND 117.46 FEET FROM STATION, N 40 DEG 42 MIN W.
 FC1885'AZIMUTH MARK IS 15 YARDS EAST OF CENTER LINE OF HIGHWAY,
 FC1885'10 YARDS SOUTHEAST OF 18-INCH OAK WITH TELEPHONE WIRES ON IT, 4
 FC1885'YARDS SOUTHEAST OF 3- BY 3-FOOT BOULDER, AND 0.2 MILE BY ROAD FROM
 FC1885'STATION, N 10 DEG 10 MIN W.  FIRE LOOKOUT TOWER
 FC1885'IS 26.08 FEET FROM STATION S 79 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0274 ***********************************************************************
 GC0274  DESIGNATION -  LOCUST
 GC0274  PID         -  GC0274
 GC0274  STATE/COUNTY-  TN/WILSON
 GC0274  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0274
 GC0274                         *CURRENT SURVEY CONTROL
 GC0274  ___________________________________________________________________
 GC0274* NAD 83(1995)-  36 11 34.04431(N)    086 13 13.67875(W)     ADJUSTED  
 GC0274* NAVD 88     -       196.300  (meters)     644.03   (feet)  ADJUSTED  
 GC0274  ___________________________________________________________________
 GC0274  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GC0274  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0274  DYNAMIC HT  -         196.137 (meters)     643.49  (feet)  COMP
 GC0274  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC0274
 GC0274  HORZ ORDER  -  SECOND
 GC0274  VERT ORDER  -  SECOND    CLASS 0
 GC0274
 GC0274.The horizontal coordinates were established by classical geodetic methods
 GC0274.and adjusted by the National Geodetic Survey in April 1999..
 GC0274
 GC0274.The orthometric height was determined by differential leveling
 GC0274.and adjusted by the National Geodetic Survey in June 1991..
 GC0274
 GC0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0274
 GC0274.The geoid height was determined by GEOID03.
 GC0274
 GC0274.The dynamic height is computed by dividing the NAVD 88
 GC0274.geopotential number by the normal gravity value computed on the
 GC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0274.degrees latitude (g = 980.6199 gals.).
 GC0274
 GC0274.The modeled gravity was interpolated from observed gravity values.
 GC0274
 GC0274;                    North         East     Units Scale Factor Converg.
 GC0274;SPC TN       -   206,329.048   580,171.091   MT  0.99996794   -0 07 44.7
 GC0274;SPC TN       -   676,931.22  1,903,444.65   sFT  0.99996794   -0 07 44.7
 GC0274;UTM  16      - 4,005,613.587   570,086.776   MT  0.99966052   +0 27 37.2
 GC0274
 GC0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0274!SPC TN       -   0.99997377  x   0.99996794  =   0.99994171
 GC0274!UTM  16      -   0.99997377  x   0.99966052  =   0.99963429
 GC0274
 GC0274:                Primary Azimuth Mark                     Grid Az
 GC0274:SPC TN       -  SPRING                                   010 53 55.1
 GC0274:UTM  16      -  SPRING                                   010 18 33.2
 GC0274
 GC0274|---------------------------------------------------------------------|
 GC0274| PID    Reference Object                     Distance      Geod. Az  |
 GC0274|                                                           dddmmss.s |
 GC0274| GC2151 SPRING                              APPROX. 1.6 KM 0104610.4 |
 GC0274| GC0275 LOCUST RM 1                           6.146 METERS 09137     |
 GC0274| GC0273 LOCUST RM 2                          15.197 METERS 16949     |
 GC0274|---------------------------------------------------------------------|
 GC0274
 GC0274                          SUPERSEDED SURVEY CONTROL
 GC0274
 GC0274  NAD 83(1995)-  36 11 34.04719(N)    086 13 13.68195(W) AD(       ) 2
 GC0274  NAD 83(1995)-  36 11 34.04992(N)    086 13 13.68229(W) AD(       ) 2
 GC0274  NAD 83(1986)-  36 11 34.05597(N)    086 13 13.68080(W) AD(       ) 2
 GC0274  NAD 27      -  36 11 33.85950(N)    086 13 13.71370(W) AD(       ) 2
 GC0274  NGVD 29 (??/??/92)  196.364  (m)          644.24   (f) ADJ UNCH    2 0
 GC0274
 GC0274.Superseded values are not recommended for survey control.
 GC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0274.See file dsdata.txt to determine how the superseded data were derived.
 GC0274
 GC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7008705614(NAD 83)
 GC0274_MARKER: DE = TRAVERSE STATION DISK
 GC0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0274_STAMPING: LOCUST 1960
 GC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0274+STABILITY: SURFACE MOTION
 GC0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0274+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0274
 GC0274  HISTORY     - Date     Condition        Report By
 GC0274  HISTORY     - 1960     MONUMENTED       CGS
 GC0274  HISTORY     - 1960     GOOD             CGS
 GC0274  HISTORY     - 1963     GOOD             CGS
 GC0274  HISTORY     - 20010226 GOOD             TNDT
 GC0274
 GC0274                          STATION DESCRIPTION
 GC0274
 GC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0274'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LEBANON.
 GC0274'
 GC0274'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO EAST ON U.S.
 GC0274'HIGHWAY 70N FOR 0.6 MILE TO BLUE BIRD ROAD, TURN RIGHT ON BLUE BIRD
 GC0274'ROAD AND GO EAST FOR 2.6 MILES TO A FORK, KEEP LEFT ON BLUE BIRD ROAD
 GC0274'FOR 0.9 MILE TO A CEMETERY AND THE STATION ON THE LEFT.
 GC0274'
 GC0274'THE STATION IS 36 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY, 18
 GC0274'FEET WEST OF THE CENTER OF AN OIL ROAD AND 2.7 FEET SOUTH OF A
 GC0274'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 GC0274'CONCRETE POST, FLUSH, AND STAMPED LOCUST 1960.
 GC0274'
 GC0274'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF AN OIL ROAD,
 GC0274'16 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY AND 3 FEET SOUTH
 GC0274'OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 GC0274'CONCRETE POST, FLUSH, AND STAMPED LOCUST NO 1 1960.
 GC0274'
 GC0274'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF A FENCE CORNER, 14 FEET EAST
 GC0274'OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF A FENCE LINE.
 GC0274'IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH,
 GC0274'AND STAMPED LOCUST NO 2 1960.
 GC0274'
 GC0274'TRAVERSE STATION SPRING WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 GC0274'TRAVERSE CONNECTION WAS MADE.  SEE DESCRIPTION THEREOF.
 GC0274'
 GC0274'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 GC0274
 GC0274                          STATION RECOVERY (1960)
 GC0274
 GC0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0274'4 MI E FROM LEBANON.
 GC0274'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR
 GC0274'0.6 MILE, THEN 3.4 MILES EAST ON BLUE BIRD ROAD TO A CEMETERY
 GC0274'AND THE STATION ON THE LEFT.  THE STATION MARK IS 36 FT. WEST
 GC0274'OF THE SOUTHEAST CORNER OF THE CEMETERY, 18 FT. WEST OF THE CENTER
 GC0274'OF BLUE BIRD ROAD, AND 2.7 FT. SOUTH OF A WITNESS SIGN.  THE
 GC0274'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0274'GROUND AND IS ABOUT 3 FT. HIGHER THAN THE ROAD.
 GC0274
 GC0274                          STATION RECOVERY (1963)
 GC0274
 GC0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GC0274'STATION AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  RM NO. 1 NOT
 GC0274'FOUND.
 GC0274'
 GC0274'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 GC0274'
 GC0274'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND STATE HIGHWAY
 GC0274'53 (5 MILES SOUTH OF CARTHAGE), GO WEST ON INTERSTATE 40 FOR 19.0
 GC0274'MILES TO EXIT 70 TO LEBANON AND WATERTOWN.  TURN RIGHT FOR 0.3 MILE
 GC0274'TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD (R 17081) FOR
 GC0274'1.8 MILES TO CROSSROADS.  TURN RIGHT (EASTERLY) FOR 1.0 MILE,
 GC0274'PASSING UNDER I-40, AND TAKE LEFT FORK FOR 0.9 MILE TO A
 GC0274'CEMETERY AND THE STATION ON THE LEFT.
 GC0274
 GC0274                          STATION RECOVERY (2001)
 GC0274
 GC0274'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1228 ***********************************************************************
 FE1228  DESIGNATION -  LOCUST
 FE1228  PID         -  FE1228
 FE1228  STATE/COUNTY-  TN/SHELBY
 FE1228  USGS QUAD   -  ELLENDALE (1993)
 FE1228
 FE1228                         *CURRENT SURVEY CONTROL
 FE1228  ___________________________________________________________________
 FE1228* NAD 83(1995)-  35 09 45.30931(N)    089 51 33.26492(W)     ADJUSTED  
 FE1228* NAVD 88     -        85.999  (meters)     282.15   (feet)  ADJUSTED  
 FE1228  ___________________________________________________________________
 FE1228  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE1228  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1228  DYNAMIC HT  -          85.921 (meters)     281.89  (feet)  COMP
 FE1228  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1228
 FE1228  HORZ ORDER  -  SECOND
 FE1228  VERT ORDER  -  SECOND    CLASS 0
 FE1228
 FE1228.The horizontal coordinates were established by classical geodetic methods
 FE1228.and adjusted by the National Geodetic Survey in April 1999..
 FE1228
 FE1228.The orthometric height was determined by differential leveling
 FE1228.and adjusted by the National Geodetic Survey in June 1991..
 FE1228
 FE1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1228
 FE1228.The geoid height was determined by GEOID03.
 FE1228
 FE1228.The dynamic height is computed by dividing the NAVD 88
 FE1228.geopotential number by the normal gravity value computed on the
 FE1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1228.degrees latitude (g = 980.6199 gals.).
 FE1228
 FE1228.The modeled gravity was interpolated from observed gravity values.
 FE1228
 FE1228;                    North         East     Units Scale Factor Converg.
 FE1228;SPC TN       -    98,938.022   248,480.587   MT  1.00001658   -2 15 33.7
 FE1228;SPC TN       -   324,599.16    815,223.39   sFT  1.00001658   -2 15 33.7
 FE1228;UTM  16      - 3,894,817.568   239,570.040   MT  1.00043595   -1 38 51.2
 FE1228
 FE1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1228!SPC TN       -   0.99999080  x   1.00001658  =   1.00000738
 FE1228!UTM  16      -   0.99999080  x   1.00043595  =   1.00042674
 FE1228
 FE1228|---------------------------------------------------------------------|
 FE1228| PID    Reference Object                     Distance      Geod. Az  |
 FE1228|                                                           dddmmss.s |
 FE1228| FE1229 LOCUST RM 1                          38.338 METERS 03918     |
 FE1228| FE1230 LOCUST RM 2                          67.791 METERS 09252     |
 FE1228| FE2081 LOCUST RM 3                          14.665 METERS 24829     |
 FE1228| FE2557 LOCUST 2                             15.226 METERS 28224     |
 FE1228| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 2.6 KM 2864433.6 |
 FE1228| FE2080 LOCUST RM 4                          30.876 METERS 31428     |
 FE1228| FE2558 LOCUST AZ MK                        429.555 METERS 3275727.0 |
 FE1228|---------------------------------------------------------------------|
 FE1228
 FE1228                          SUPERSEDED SURVEY CONTROL
 FE1228
 FE1228  NAD 83(1995)-  35 09 45.31313(N)    089 51 33.26382(W) AD(       ) 2
 FE1228  NAD 83(1995)-  35 09 45.31507(N)    089 51 33.26444(W) AD(       ) 2
 FE1228  NAD 83(1986)-  35 09 45.32000(N)    089 51 33.26540(W) AD(       ) 2
 FE1228  NAD 27      -  35 09 44.99910(N)    089 51 32.95420(W) AD(       ) 2
 FE1228  NGVD 29 (??/??/??)   85.981  (m)          282.09   (f) ADJUSTED    2 0
 FE1228
 FE1228.Superseded values are not recommended for survey control.
 FE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1228.See file dsdata.txt to determine how the superseded data were derived.
 FE1228
 FE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3957094818(NAD 83)
 FE1228_MARKER: DS = TRIANGULATION STATION DISK
 FE1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1228_STAMPING: LOCUST 1959
 FE1228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1228+STABILITY: SURFACE MOTION
 FE1228
 FE1228  HISTORY     - Date     Condition        Report By
 FE1228  HISTORY     - 1959     MONUMENTED       CGS
 FE1228  HISTORY     - 1959     GOOD             CGS
 FE1228  HISTORY     - 1968     GOOD             USE
 FE1228  HISTORY     - 1977     GOOD             NGS
 FE1228  HISTORY     - 1977     GOOD             USGS
 FE1228  HISTORY     - 1978     SEE DESCRIPTION  NGS
 FE1228  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1228
 FE1228                          STATION DESCRIPTION
 FE1228
 FE1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1228'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES SOUTH-SOUTHEAST OF
 FE1228'BARTLETT, ABOUT 1-1/2 MILES NORTHEAST OF WOLF RIVER AND
 FE1228'ABOUT 1 MILE NORTH OF THE SHELBY COUNTY PENAL FARM, ALONG THE SOUTH
 FE1228'SIDE OF MACON ROAD.
 FE1228'
 FE1228'THE STATION IS A STANDARD DISK STAMPED LOCUST 1959 SET IN TOP OF A
 FE1228'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE1228'GROUND.  IT IS ABOUT 110 FEET SOUTH OF THE CENTER OF MACON ROAD, 23
 FE1228'FEET EAST OF THE CENTER OF A TRACK FARM ROAD, AND 4 FEET EAST OF A
 FE1228'WITNESS SIGN.
 FE1228'
 FE1228'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOCUST NO 1 1959
 FE1228'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1228'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FE1228'THE STATION.  IT IS 105 FEET EAST OF A TRACK FARM ROAD AND 30 FEET
 FE1228'SOUTH OF THE CENTER OF MACON ROAD.
 FE1228'
 FE1228'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOCUST NO 2 1959
 FE1228'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1228'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 5 FEET HIGHER THAN THE
 FE1228'STATION.  IT IS 150 FEET SOUTH- SOUTHWEST OF THE CENTER OF THE
 FE1228'JUNCTION OF LOCUST ROAD WITH MACON ROAD AND 15 FEET WEST OF THE
 FE1228'CENTER OF LOCUST ROAD.
 FE1228'
 FE1228'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 79, 70 AND 64,
 FE1228'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO
 FE1228'SOUTHWEST ON US HIGHWAY 79, 70 FOR 3.35 MILES, TURN LEFT ONTO MACON
 FE1228'ROAD AND GO EAST FOR 1.1 MILES TO A JUNCTION WITH LOCUST ROAD, A
 FE1228'WITNESS SIGN IN THE SOUTHWEST ANGLE AND THE STATION.
 FE1228
 FE1228                          STATION RECOVERY (1959)
 FE1228
 FE1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1228'2 MI NE FROM MEMPHIS.
 FE1228'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND MACON RD.,
 FE1228'GO EAST ON MACON RD. FOR 0.95 MILE TO A DIM TRACK ROAD LEADING
 FE1228'SOUTH, THENCE ABOUT 150 FT. SOUTH ON THE TRACK ROAD, 26 FT. EAST
 FE1228'OF THE CENTER OF A TRACK ROAD, 3.5 FT. EAST OF A WITNESS SIGN,
 FE1228'A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FE1228'THIS STATION IS ABOUT 0.9 MILE EAST OF T 214.
 FE1228
 FE1228                          STATION RECOVERY (1968)
 FE1228
 FE1228'RECOVERY NOTE BY US ENGINEERS 1968
 FE1228'LOCUST RM 1 DESTROYED BY CONTRACTOR BUILDING A SERVICE STATION.
 FE1228'
 FE1228'LOCUST RM 2 DESTROYED BY CONTRACTOR BUILDING A SERVICE STATION.
 FE1228'
 FE1228'LOCUST 1959 STATION MARK LEFT IN GOOD CONDITION.  ABOUT 65 FEET
 FE1228'WEST OF SW CORNER OF SERVICE STATION BUILDING.  ABOUT 52 FEET WEST
 FE1228'OF SW CORNER OF RETAINING WALL FOR PAVING AROUND SERVICE STATION.
 FE1228
 FE1228                          STATION RECOVERY (1977)
 FE1228
 FE1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FE1228'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 FE1228'WERE NOT FOUND AND ASSUMED DESTROYED BY CONSTRUCTION.  REFERENCE
 FE1228'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE SET AT THIS TIME AND A
 FE1228'POLARIS OBSERVATION MADE.  A NEW DESCRIPTION FOLLOWS--
 FE1228'
 FE1228'THE STATION IS LOCATED 0.3 MILE SOUTHWEST OF THE INTERSTATE HIGHWAY
 FE1228'40 AND MACON ROAD INTERCHANGE, 143 FEET SOUTH OF THE CENTERLINE OF
 FE1228'MACON ROAD, 65 FEET WEST OF THE SOUTHWEST CORNER OF A SHELL SERVICE
 FE1228'STATION, 50 FEET EAST OF THE EAST CURB OF SHADY ROAD, 11 FEET EAST
 FE1228'OF A 10 INCH OAK TREE AND 4 FEET EAST OF A METAL WITNESS POST.
 FE1228'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LOCUST
 FE1228'1959.
 FE1228'
 FE1228'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 FE1228'MAGNETS, STAMPED LOCUST 1959 NO 3 1977, FLUSH WITH THE GROUND, 2
 FE1228'FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD, 3 FEET WEST OF THE
 FE1228'WEST EDGE OF A CONCRETE SIDEWALK AND 142 FEET SOUTH OF THE
 FE1228'CENTERLINE OF MACON ROAD.
 FE1228'
 FE1228'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN CONCRETE
 FE1228'CURB, STAMPED LOCUST 1959 NO 4 1977, 50 FEET SOUTH OF THE CENTERLINE
 FE1228'OF MACON ROAD, 19 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FE1228'LANE OF SHADY GROVE ROAD, 16 FEET NORTHWEST OF THE CENTERLINE OF
 FE1228'THE EAST TURN LANE, 4 FEET SOUTHWEST OF A METAL SIGN POST AND AT
 FE1228'THE SOUTH EDGE OF A SMALL GRASSY DIAMOND FORMED BY THE ROAD AND
 FE1228'TURN LANE.
 FE1228'
 FE1228'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 FE1228'AND NORTH END OF A CONCRETE HEADWALL, 47 FEET EAST OF THE CENTERLINE
 FE1228'OF THE NORTH BOUND LANE OF NEW MACON ROAD, 24 FEET SOUTHEAST OF THE
 FE1228'CENTERLINE OF EXIT RAMP TO WEST BOUND INTERSTATE HIGHWAY 40, 190
 FE1228'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE
 FE1228'HIGHWAY 40.  THE DISK IS STAMPED LOCUST 1959 1977.
 FE1228'
 FE1228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FE1228'SOUTHEAST OF BARTLETT.
 FE1228'
 FE1228'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE1228
 FE1228                          STATION RECOVERY (1977)
 FE1228
 FE1228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FE1228'THE MARK WAS FOUND IN GOOD CONDITION BUT THE DESCRIPTION IS NO LONGER
 FE1228'ANY GOOD. A NEW DESCRIPTION FOLLOWS: THE MARK IS LOCATED 0.3 MILE
 FE1228'SOUTHWEST FO THE INTERSECTION OF MACON ROAD AND INTERSTATE HIGHWAY
 FE1228'40, 143 FEET SOUTH OF THE CENTERLINE OF MACON ROAD, 65 FEET WEST OF
 FE1228'THE SOUTHWEST CORNER OF A SHELL SERVICE STATEION, 50 FEET EAST OF THE
 FE1228'EAST CURB OF SHADY GROVE ROAD, FEET EAST OF A 10 INCH OAK TREE AND 4
 FE1228'FEET EAST OF A METAL WITNESS POST. THE MONUMENT PROJECT 4 INCHES.
 FE1228
 FE1228                          STATION RECOVERY (1978)
 FE1228
 FE1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FE1228'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 FE1228'MARKS CHECKED AS DID ALL THE DIRECTIONS.  THE STATION MARK WAS IN THE
 FE1228'WAY OF GRADING AND WAS DESTROYED TO CLEAR THE SITE FOR GRADING AFTER
 FE1228'A NEW STATION LOCUST 2 1978 WAS ESTABLISHED.  ALL OTHER MARKS WERE
 FE1228'LEFT INTACT AND USED WITH THE NEW STATION.
 FE1228
 FE1228                          STATION RECOVERY (2003)
 FE1228
 FE1228'RECOVERY NOTE BY GEOCACHING 2003
 FE1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2557 ***********************************************************************
 FE2557  DESIGNATION -  LOCUST 2
 FE2557  PID         -  FE2557
 FE2557  STATE/COUNTY-  TN/SHELBY
 FE2557  USGS QUAD   -  ELLENDALE (1993)
 FE2557
 FE2557                         *CURRENT SURVEY CONTROL
 FE2557  ___________________________________________________________________
 FE2557* NAD 83(1995)-  35 09 45.41542(N)    089 51 33.85253(W)     ADJUSTED  
 FE2557* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 FE2557  ___________________________________________________________________
 FE2557  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE2557  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2557
 FE2557  HORZ ORDER  -  THIRD
 FE2557
 FE2557.The horizontal coordinates were established by classical geodetic methods
 FE2557.and adjusted by the National Geodetic Survey in April 1999..
 FE2557.No horizontal observational check was made to the station.
 FE2557
 FE2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2557
 FE2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2557
 FE2557.The geoid height was determined by GEOID03.
 FE2557
 FE2557;                    North         East     Units Scale Factor Converg.
 FE2557;SPC TN       -    98,941.876   248,465.856   MT  1.00001657   -2 15 34.0
 FE2557;SPC TN       -   324,611.80    815,175.06   sFT  1.00001657   -2 15 34.0
 FE2557;UTM  16      - 3,894,821.266   239,555.263   MT  1.00043605   -1 38 51.6
 FE2557
 FE2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2557!SPC TN       -   0.99999116  x   1.00001657  =   1.00000773
 FE2557!UTM  16      -   0.99999116  x   1.00043605  =   1.00042720
 FE2557
 FE2557|---------------------------------------------------------------------|
 FE2557| PID    Reference Object                     Distance      Geod. Az  |
 FE2557|                                                           dddmmss.s |
 FE2557| FE1228 LOCUST                               15.226 METERS 10224     |
 FE2557| FE2081 LOCUST RM 3                           8.733 METERS 17150     |
 FE2557| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 2.5 KM 2864606.6 |
 FE2557| FE2558 LOCUST AZ MK                        419.034 METERS 3292638.2 |
 FE2557| FE2080 LOCUST RM 4                          19.705 METERS 33841     |
 FE2557|---------------------------------------------------------------------|
 FE2557
 FE2557                          SUPERSEDED SURVEY CONTROL
 FE2557
 FE2557  NAD 83(1995)-  35 09 45.41924(N)    089 51 33.85143(W) AD(       ) 3
 FE2557  NAD 83(1995)-  35 09 45.42118(N)    089 51 33.85205(W) AD(       ) 3
 FE2557  NAD 83(1986)-  35 09 45.42617(N)    089 51 33.85325(W) AD(       ) 3
 FE2557  NAD 27      -  35 09 45.10521(N)    089 51 33.54179(W) AD(       ) 3
 FE2557  NGVD 29 (07/19/86)   83.7    (m)          275.     (f) VERT ANG       
 FE2557
 FE2557.Superseded values are not recommended for survey control.
 FE2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2557.See file dsdata.txt to determine how the superseded data were derived.
 FE2557
 FE2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3955594821(NAD 83)
 FE2557_MARKER: DS = TRIANGULATION STATION DISK
 FE2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2557+STABILITY: SURFACE MOTION
 FE2557
 FE2557  HISTORY     - Date     Condition        Report By
 FE2557  HISTORY     - 1978     MONUMENTED       NGS
 FE2557  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE2557
 FE2557                          STATION DESCRIPTION
 FE2557
 FE2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FE2557'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BARTLETT, 0.3 MILE
 FE2557'SOUTH OF THE INTERSTATE HIGHWAY 40 AND MACON ROAD INTERCHANGE, 114
 FE2557'FEET SOUTH OF THE CENTERLINE OF MACON ROAD, 56 FEET EAST OF THE CENTER
 FE2557'LINE OF SHADY GROVE ROAD, 2 FEET WEST OF THE WEST EDGE OF SIDEWALK, 2
 FE2557'FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD, AND SET IN THE TOP OF
 FE2557'A ROUND CONCRETE POST FLUSH WITH THE GROUND AND STAMPED---LOCUST 2
 FE2557'1978---.
 FE2557'
 FE2557'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 FE2557'MAGNETS, STAMPED---LOCUST 1959 NO 3 1977---FLUSH WITH THE GROUND,
 FE2557'2 FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD, 3 FEET WEST OF THE
 FE2557'WEST EDGE OF A CONCRETE SIDEWALK AND 142 FEET SOUTH OF THE CENTERLINE
 FE2557'OF MACON ROAD.
 FE2557'
 FE2557'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---LOCUST 1959 NO 4
 FE2557'1977---SET IN A DRILL HOLE IN CONCRETE CURB, 50 FEET SOUTH OF THE
 FE2557'CENTER LINE OF MACON ROAD, 19 FEET EAST OF THE CENTERLINE OF THE NORTH
 FE2557'BOUND LANE OF SHADY GROVE ROAD, 16 FEET NORTHWEST OF THE CENTERLINE OF
 FE2557'THE EAST TURN LANE, 4 FEET SOUTHWEST OF A METAL SIGN POST AND AT SOUTH
 FE2557'EDGE OF A SMALL GRASSY DIAMOND FORMED BY THE ROAD AND TURN LANE.
 FE2557'
 FE2557'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---LOCUST 1959 1977---SET
 FE2557'IN A DRILL HOLE IN THE TOP AND NORTH END OF A CONCRETE HEADWALL, 47
 FE2557'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE NEW MACON ROAD,
 FE2557'24 FEET SOUTHEAST OF THE CENTERLINE OF EXIT RAMP TO WEST BOUND I 40,
 FE2557'AND 190 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF I 40.
 FE2557
 FE2557                          STATION RECOVERY (2003)
 FE2557
 FE2557'RECOVERY NOTE BY GEOCACHING 2003
 FE2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0275 ***********************************************************************
 GC0275  DESIGNATION -  LOCUST RM 1
 GC0275  PID         -  GC0275
 GC0275  STATE/COUNTY-  TN/WILSON
 GC0275  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0275
 GC0275                         *CURRENT SURVEY CONTROL
 GC0275  ___________________________________________________________________
 GC0275* NAD 83(1986)-  36 11 33.     (N)    086 13 13.     (W)     SCALED    
 GC0275* NAVD 88     -       196.454  (meters)     644.53   (feet)  ADJUSTED  
 GC0275  ___________________________________________________________________
 GC0275  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0275  DYNAMIC HT  -         196.291 (meters)     644.00  (feet)  COMP
 GC0275  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC0275
 GC0275  VERT ORDER  -  SECOND    CLASS 0
 GC0275
 GC0275.The horizontal coordinates were scaled from a topographic map and have
 GC0275.an estimated accuracy of +/- 6 seconds.
 GC0275
 GC0275.The orthometric height was determined by differential leveling
 GC0275.and adjusted by the National Geodetic Survey in June 1991..
 GC0275
 GC0275.The geoid height was determined by GEOID03.
 GC0275
 GC0275.The dynamic height is computed by dividing the NAVD 88
 GC0275.geopotential number by the normal gravity value computed on the
 GC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0275.degrees latitude (g = 980.6199 gals.).
 GC0275
 GC0275.The modeled gravity was interpolated from observed gravity values.
 GC0275
 GC0275;                    North         East    Units  Estimated Accuracy
 GC0275;SPC TN       -   206,300.      580,190.      MT  (+/- 180 meters Scaled)
 GC0275
 GC0275                          SUPERSEDED SURVEY CONTROL
 GC0275
 GC0275  NGVD 29 (??/??/92)  196.517  (m)          644.74   (f) ADJ UNCH    2 0
 GC0275
 GC0275.Superseded values are not recommended for survey control.
 GC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0275.See file dsdata.txt to determine how the superseded data were derived.
 GC0275
 GC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF701055(NAD 83)
 GC0275_MARKER: DR = REFERENCE MARK DISK
 GC0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0275_STAMPING: LOCUST NO 1 1960
 GC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0275+STABILITY: SURFACE MOTION
 GC0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0275+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0275
 GC0275  HISTORY     - Date     Condition        Report By
 GC0275  HISTORY     - 1960     MONUMENTED       CGS
 GC0275  HISTORY     - 20010226 GOOD             TNDT
 GC0275
 GC0275                          STATION DESCRIPTION
 GC0275
 GC0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0275'4 MI E FROM LEBANON.
 GC0275'THIS MARK IS LOCATED AT THE LOCUST 1960 STATION SITE, 20.2 FT.
 GC0275'EAST OF THE STATION MARK, 18 FT. NORTH OF THE CENTER OF BLUE
 GC0275'BIRD ROAD, 16 FT. WEST OF THE SOUTHEAST CORNER OF A CEMETERY
 GC0275'AND 3 FT. SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0275'POST THAT IS FLUSH WITH THE GROUND.
 GC0275
 GC0275                          STATION RECOVERY (2001)
 GC0275
 GC0275'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1229 ***********************************************************************
 FE1229  DESIGNATION -  LOCUST RM 1
 FE1229  PID         -  FE1229
 FE1229  STATE/COUNTY-  TN/SHELBY
 FE1229  USGS QUAD   -  ELLENDALE (1993)
 FE1229
 FE1229                         *CURRENT SURVEY CONTROL
 FE1229  ___________________________________________________________________
 FE1229* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE1229* NAVD 88     -        84.833  (meters)     278.32   (feet)  ADJUSTED  
 FE1229  ___________________________________________________________________
 FE1229  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1229  DYNAMIC HT  -          84.756 (meters)     278.07  (feet)  COMP
 FE1229  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1229
 FE1229  VERT ORDER  -  SECOND    CLASS 0
 FE1229
 FE1229.The horizontal coordinates were scaled from a topographic map and have
 FE1229.an estimated accuracy of +/- 6 seconds.
 FE1229
 FE1229.The orthometric height was determined by differential leveling
 FE1229.and adjusted by the National Geodetic Survey in June 1991..
 FE1229
 FE1229.The geoid height was determined by GEOID03.
 FE1229
 FE1229.The dynamic height is computed by dividing the NAVD 88
 FE1229.geopotential number by the normal gravity value computed on the
 FE1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1229.degrees latitude (g = 980.6199 gals.).
 FE1229
 FE1229.The modeled gravity was interpolated from observed gravity values.
 FE1229
 FE1229;                    North         East    Units  Estimated Accuracy
 FE1229;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE1229
 FE1229                          SUPERSEDED SURVEY CONTROL
 FE1229
 FE1229  NGVD 29 (??/??/??)   84.815  (m)          278.26   (f) ADJUSTED    2 0
 FE1229
 FE1229.Superseded values are not recommended for survey control.
 FE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1229.See file dsdata.txt to determine how the superseded data were derived.
 FE1229
 FE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE1229_MARKER: DR = REFERENCE MARK DISK
 FE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1229_STAMPING: LOCUST NO 1 1959
 FE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1229+STABILITY: SURFACE MOTION
 FE1229
 FE1229  HISTORY     - Date     Condition        Report By
 FE1229  HISTORY     - 1959     MONUMENTED       CGS
 FE1229  HISTORY     - 1959     GOOD             CGS
 FE1229  HISTORY     - 1977     MARK NOT FOUND   NGS
 FE1229  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1229
 FE1229                          STATION DESCRIPTION
 FE1229
 FE1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1229'2 MI NE FROM MEMPHIS.
 FE1229'THIS MARK IS LOCATED AT THE STATION SITE, 126 FT. NORTHEAST OF
 FE1229'THE STATION MARK, 62 FT. EAST OF A POWER LINE POLE, 36 FT. SOUTH
 FE1229'OF THE CENTER OF MACON RD., A DISK SET IN TOP OF A CONCRETE
 FE1229'POST PROJECTING 2 INCHES.
 FE1229
 FE1229                          STATION RECOVERY (1977)
 FE1229
 FE1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE1229'MARK NOT FOUND.
 FE1229
 FE1229                          STATION RECOVERY (2003)
 FE1229
 FE1229'RECOVERY NOTE BY GEOCACHING 2003
 FE1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0273 ***********************************************************************
 GC0273  DESIGNATION -  LOCUST RM 2
 GC0273  PID         -  GC0273
 GC0273  STATE/COUNTY-  TN/WILSON
 GC0273  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0273
 GC0273                         *CURRENT SURVEY CONTROL
 GC0273  ___________________________________________________________________
 GC0273* NAD 83(1986)-  36 11 33.     (N)    086 13 13.     (W)     SCALED    
 GC0273* NAVD 88     -       195.764  (meters)     642.27   (feet)  ADJUSTED  
 GC0273  ___________________________________________________________________
 GC0273  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0273  DYNAMIC HT  -         195.601 (meters)     641.73  (feet)  COMP
 GC0273  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC0273
 GC0273  VERT ORDER  -  SECOND    CLASS 0
 GC0273
 GC0273.The horizontal coordinates were scaled from a topographic map and have
 GC0273.an estimated accuracy of +/- 6 seconds.
 GC0273
 GC0273.The orthometric height was determined by differential leveling
 GC0273.and adjusted by the National Geodetic Survey in June 1991..
 GC0273
 GC0273.The geoid height was determined by GEOID03.
 GC0273
 GC0273.The dynamic height is computed by dividing the NAVD 88
 GC0273.geopotential number by the normal gravity value computed on the
 GC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0273.degrees latitude (g = 980.6199 gals.).
 GC0273
 GC0273.The modeled gravity was interpolated from observed gravity values.
 GC0273
 GC0273;                    North         East    Units  Estimated Accuracy
 GC0273;SPC TN       -   206,300.      580,190.      MT  (+/- 180 meters Scaled)
 GC0273
 GC0273                          SUPERSEDED SURVEY CONTROL
 GC0273
 GC0273  NGVD 29 (??/??/92)  195.827  (m)          642.48   (f) ADJ UNCH    2 0
 GC0273
 GC0273.Superseded values are not recommended for survey control.
 GC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0273.See file dsdata.txt to determine how the superseded data were derived.
 GC0273
 GC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF701055(NAD 83)
 GC0273_MARKER: DB = BENCH MARK DISK
 GC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0273_STAMPING: LOCUST NO 2 1960
 GC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0273+STABILITY: SURFACE MOTION
 GC0273
 GC0273  HISTORY     - Date     Condition        Report By
 GC0273  HISTORY     - 1960     MONUMENTED       CGS
 GC0273
 GC0273                          STATION DESCRIPTION
 GC0273
 GC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0273'4 MI E FROM LEBANON.
 GC0273'THIS MARK IS LOCATED AT THE LOCUST 1960 STATION SITE, 50 FT.
 GC0273'SOUTH OF THE STATION MARK, 16 FT. SOUTH OF A FENCE CORNER,
 GC0273'14 FT. WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FT. WEST OF A
 GC0273'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC0273'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1230 ***********************************************************************
 FE1230  DESIGNATION -  LOCUST RM 2
 FE1230  PID         -  FE1230
 FE1230  STATE/COUNTY-  TN/SHELBY
 FE1230  USGS QUAD   -  ELLENDALE (1993)
 FE1230
 FE1230                         *CURRENT SURVEY CONTROL
 FE1230  ___________________________________________________________________
 FE1230* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE1230* NAVD 88     -        87.460  (meters)     286.94   (feet)  ADJUSTED  
 FE1230  ___________________________________________________________________
 FE1230  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1230  DYNAMIC HT  -          87.380 (meters)     286.68  (feet)  COMP
 FE1230  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1230
 FE1230  VERT ORDER  -  SECOND    CLASS 0
 FE1230
 FE1230.The horizontal coordinates were scaled from a topographic map and have
 FE1230.an estimated accuracy of +/- 6 seconds.
 FE1230
 FE1230.The orthometric height was determined by differential leveling
 FE1230.and adjusted by the National Geodetic Survey in June 1991..
 FE1230
 FE1230.The geoid height was determined by GEOID03.
 FE1230
 FE1230.The dynamic height is computed by dividing the NAVD 88
 FE1230.geopotential number by the normal gravity value computed on the
 FE1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1230.degrees latitude (g = 980.6199 gals.).
 FE1230
 FE1230.The modeled gravity was interpolated from observed gravity values.
 FE1230
 FE1230;                    North         East    Units  Estimated Accuracy
 FE1230;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE1230
 FE1230                          SUPERSEDED SURVEY CONTROL
 FE1230
 FE1230  NGVD 29 (??/??/??)   87.441  (m)          286.88   (f) ADJUSTED    2 0
 FE1230
 FE1230.Superseded values are not recommended for survey control.
 FE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1230.See file dsdata.txt to determine how the superseded data were derived.
 FE1230
 FE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE1230_MARKER: DR = REFERENCE MARK DISK
 FE1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1230_STAMPING: LOCUST NO 2 1959
 FE1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1230+STABILITY: SURFACE MOTION
 FE1230
 FE1230  HISTORY     - Date     Condition        Report By
 FE1230  HISTORY     - 1959     MONUMENTED       CGS
 FE1230  HISTORY     - 1959     GOOD             CGS
 FE1230  HISTORY     - 1977     MARK NOT FOUND   NGS
 FE1230  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1230
 FE1230                          STATION DESCRIPTION
 FE1230
 FE1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1230'2 MI NE FROM MEMPHIS.
 FE1230'THIS MARK IS LOCATED AT THE STATION SITE, 223 FT. EAST OF THE
 FE1230'STATION MARK, 151 FT. SOUTH OF THE CENTER OF THE T JUNCTION
 FE1230'OF MACON RD. AND LOCUST RD., 20 FT. WEST OF THE CENTER OF LOCUST
 FE1230'RD., A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1230
 FE1230                          STATION RECOVERY (1977)
 FE1230
 FE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE1230'MARK NOT FOUND.
 FE1230
 FE1230                          STATION RECOVERY (2003)
 FE1230
 FE1230'RECOVERY NOTE BY GEOCACHING 2003
 FE1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2081 ***********************************************************************
 FE2081  DESIGNATION -  LOCUST RM 3
 FE2081  PID         -  FE2081
 FE2081  STATE/COUNTY-  TN/SHELBY
 FE2081  USGS QUAD   -  ELLENDALE (1993)
 FE2081
 FE2081                         *CURRENT SURVEY CONTROL
 FE2081  ___________________________________________________________________
 FE2081* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE2081* NAVD 88     -        86.80   (+/-2cm)     284.8    (feet)  VERTCON   
 FE2081  ___________________________________________________________________
 FE2081  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2081
 FE2081  VERT ORDER  -  THIRD (See Below)
 FE2081
 FE2081.The horizontal coordinates were scaled from a topographic map and have
 FE2081.an estimated accuracy of +/- 6 seconds.
 FE2081
 FE2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2081.The vertical order pertains to the NGVD 29 superseded value.
 FE2081
 FE2081.The geoid height was determined by GEOID03.
 FE2081
 FE2081;                    North         East    Units  Estimated Accuracy
 FE2081;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE2081
 FE2081                          SUPERSEDED SURVEY CONTROL
 FE2081
 FE2081  NGVD 29 (??/??/??)   86.78   (m)          284.7    (f) RESET       3  
 FE2081
 FE2081.Superseded values are not recommended for survey control.
 FE2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2081.See file dsdata.txt to determine how the superseded data were derived.
 FE2081
 FE2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE2081_MARKER: DR = REFERENCE MARK DISK
 FE2081_SETTING: 0 = UNSPECIFIED SETTING
 FE2081_STAMPING: LOCUST 1959 NO 3 1977
 FE2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2081
 FE2081  HISTORY     - Date     Condition        Report By
 FE2081  HISTORY     - 1977     MONUMENTED       NGS
 FE2081  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE2081
 FE2081                          STATION DESCRIPTION
 FE2081
 FE2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2081'2 MI NE FROM MEMPHIS.
 FE2081'0.3 MILE SOUTH OF THE INTERSECTION OF MACON ROAD AND INTER-
 FE2081'STATE HIGHWAY 40, 2 FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD,
 FE2081'3 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 142 FEET SOUTH
 FE2081'OF THE CENTERLINE OF MACON ROAD, THE TOP OF A PRECAST ALUMINUM
 FE2081'MONUMENT (REFERENCE), WITH MAGNETS AND FLUSH WITH THE GROUND.
 FE2081
 FE2081                          STATION RECOVERY (2003)
 FE2081
 FE2081'RECOVERY NOTE BY GEOCACHING 2003
 FE2081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2080 ***********************************************************************
 FE2080  DESIGNATION -  LOCUST RM 4
 FE2080  PID         -  FE2080
 FE2080  STATE/COUNTY-  TN/SHELBY
 FE2080  USGS QUAD   -  ELLENDALE (1993)
 FE2080
 FE2080                         *CURRENT SURVEY CONTROL
 FE2080  ___________________________________________________________________
 FE2080* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE2080* NAVD 88     -        86.72   (+/-2cm)     284.5    (feet)  VERTCON   
 FE2080  ___________________________________________________________________
 FE2080  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2080
 FE2080  VERT ORDER  -  THIRD (See Below)
 FE2080
 FE2080.The horizontal coordinates were scaled from a topographic map and have
 FE2080.an estimated accuracy of +/- 6 seconds.
 FE2080
 FE2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2080.The vertical order pertains to the NGVD 29 superseded value.
 FE2080
 FE2080.The geoid height was determined by GEOID03.
 FE2080
 FE2080;                    North         East    Units  Estimated Accuracy
 FE2080;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE2080
 FE2080                          SUPERSEDED SURVEY CONTROL
 FE2080
 FE2080  NGVD 29 (??/??/??)   86.70   (m)          284.4    (f) RESET       3  
 FE2080
 FE2080.Superseded values are not recommended for survey control.
 FE2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2080.See file dsdata.txt to determine how the superseded data were derived.
 FE2080
 FE2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE2080_MARKER: DR = REFERENCE MARK DISK
 FE2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2080_SP_SET: CURB
 FE2080_STAMPING: LOCUST 1959 NO 4 1977
 FE2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2080
 FE2080  HISTORY     - Date     Condition        Report By
 FE2080  HISTORY     - 1977     MONUMENTED       NGS
 FE2080  HISTORY     - 20030730 GOOD             GEOCAC
 FE2080
 FE2080                          STATION DESCRIPTION
 FE2080
 FE2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2080'2 MI NE FROM MEMPHIS.
 FE2080'0.3 MILE SOUTHWEST OF THE INTERSECTION OF MACON ROAD AND IN E
 FE2080'TERSTATE HIGHWAY 40 SET IN A DRILL HOLE IN A CONCRETE CURB AT THE
 FE2080'SOUTH EDGE OF A SMALL GRASSY TRIANGLE FORMED BY SHADY GROVE ROAD
 FE2080'AND EAST TURN LANE, 50 FEET SOUTH OF THE CENTERLINE OF MACON ROAD,
 FE2080'19 FEET EASST OF THE CENTERLINE OF THE NORTH BOUND LANE OF SHADY GROVE
 FE2080'ROAD, 16 FEET NORTHWEST OF THE CENTERLINE OF THE TURN LANE AND 4
 FE2080'FEET SOUTHWEST OF A METAL SIGN POST.
 FE2080
 FE2080                          STATION RECOVERY (2003)
 FE2080
 FE2080'RECOVERY NOTE BY GEOCACHING 2003
 FE2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0845 ***********************************************************************
 GC0845  DESIGNATION -  LODGE
 GC0845  PID         -  GC0845
 GC0845  STATE/COUNTY-  TN/DAVIDSON
 GC0845  USGS QUAD   -  OAK HILL (1968)
 GC0845
 GC0845                         *CURRENT SURVEY CONTROL
 GC0845  ___________________________________________________________________
 GC0845* NAD 83(1986)-  36 06 53.     (N)    086 48 38.     (W)     SCALED    
 GC0845* NAVD 88     -       194.440  (meters)     637.93   (feet)  ADJUSTED  
 GC0845  ___________________________________________________________________
 GC0845  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0845  DYNAMIC HT  -         194.273 (meters)     637.38  (feet)  COMP
 GC0845  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0845
 GC0845  VERT ORDER  -  SECOND    CLASS 0
 GC0845
 GC0845.The horizontal coordinates were scaled from a topographic map and have
 GC0845.an estimated accuracy of +/- 6 seconds.
 GC0845
 GC0845.The orthometric height was determined by differential leveling
 GC0845.and adjusted by the National Geodetic Survey in June 1991..
 GC0845
 GC0845.The geoid height was determined by GEOID03.
 GC0845
 GC0845.The dynamic height is computed by dividing the NAVD 88
 GC0845.geopotential number by the normal gravity value computed on the
 GC0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0845.degrees latitude (g = 980.6199 gals.).
 GC0845
 GC0845.The modeled gravity was interpolated from observed gravity values.
 GC0845
 GC0845;                    North         East    Units  Estimated Accuracy
 GC0845;SPC TN       -   197,950.      527,030.      MT  (+/- 180 meters Scaled)
 GC0845
 GC0845                          SUPERSEDED SURVEY CONTROL
 GC0845
 GC0845  NGVD 29 (??/??/92)  194.459  (m)          637.99   (f) ADJ UNCH    2 0
 GC0845
 GC0845.Superseded values are not recommended for survey control.
 GC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0845.See file dsdata.txt to determine how the superseded data were derived.
 GC0845
 GC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE170966(NAD 83)
 GC0845_MARKER: DD = SURVEY DISK
 GC0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0845_STAMPING: LODGE 1963
 GC0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0845+STABILITY: SURFACE MOTION
 GC0845
 GC0845  HISTORY     - Date     Condition        Report By
 GC0845  HISTORY     - 1963     MONUMENTED       TNHD
 GC0845
 GC0845                          STATION DESCRIPTION
 GC0845
 GC0845'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0845'3 MI S FROM NASHVILLE.
 GC0845'FROM THE GREEN HILLS BRANCH POST OFFICE IN GREEN HILLS, GO 0.9
 GC0845'MILE NORTH ON U.S. HIGHWAY 431 TO THE STATION ON THE RIGHT.
 GC0845'THE STATION IS 0.05 MILE NORTH OF THE INTERSECTION OF WOODMONT
 GC0845'BLVD. AND U.S. HIGHWAY 431, 62 FEET SOUTH OF THE APPROXIMATE
 GC0845'CENTERLINE OF U.S. HIGHWAY 431, 44 FEET SOUTHEAST OF THE
 GC0845'TELEPHONE POLE NO. 51, 29 FEET NORTHWEST OF A 12-INCH HACKBERRY
 GC0845'TREE, AND 29 FEET NORTHEAST OF A STONE AND CEMENT CORNER POST.
 GC0845'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2299 ***********************************************************************
 GC2299  DESIGNATION -  LODGE
 GC2299  PID         -  GC2299
 GC2299  STATE/COUNTY-  TN/DAVIDSON
 GC2299  USGS QUAD   -  OAK HILL (1968)
 GC2299
 GC2299                         *CURRENT SURVEY CONTROL
 GC2299  ___________________________________________________________________
 GC2299* NAD 83(1995)-  36 06 52.94593(N)    086 48 37.99788(W)     ADJUSTED  
 GC2299* NAVD 88     -       196.44   (+/-2cm)     644.5    (feet)  VERTCON   
 GC2299  ___________________________________________________________________
 GC2299  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GC2299  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2299
 GC2299  HORZ ORDER  -  SECOND
 GC2299  VERT ORDER  -  THIRD ? (See Below)
 GC2299
 GC2299.The horizontal coordinates were established by classical geodetic methods
 GC2299.and adjusted by the National Geodetic Survey in April 1999..
 GC2299
 GC2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2299.The vertical order pertains to the NGVD 29 superseded value.
 GC2299
 GC2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2299
 GC2299.The geoid height was determined by GEOID03.
 GC2299
 GC2299;                    North         East     Units Scale Factor Converg.
 GC2299;SPC TN       -   197,944.991   527,027.085   MT  0.99996036   -0 28 28.3
 GC2299;SPC TN       -   649,424.52  1,729,088.03   sFT  0.99996036   -0 28 28.3
 GC2299;UTM  16      - 3,996,687.894   517,049.479   MT  0.99960358   +0 06 42.0
 GC2299
 GC2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2299!SPC TN       -   0.99997375  x   0.99996036  =   0.99993411
 GC2299!UTM  16      -   0.99997375  x   0.99960358  =   0.99957734
 GC2299
 GC2299|---------------------------------------------------------------------|
 GC2299| PID    Reference Object                     Distance      Geod. Az  |
 GC2299|                                                           dddmmss.s |
 GC2299| GC0844 LODGE RM 1                           21.848 METERS 10804     |
 GC2299| CG6799 CALVARY METH CH SPIRE                              1974633.5 |
 GC2299| GC0846 LODGE RM 2                           24.311 METERS 34654     |
 GC2299|---------------------------------------------------------------------|
 GC2299
 GC2299                          SUPERSEDED SURVEY CONTROL
 GC2299
 GC2299  NAD 83(1995)-  36 06 52.94807(N)    086 48 37.99984(W) AD(       ) 2
 GC2299  NAD 83(1995)-  36 06 52.94969(N)    086 48 37.99979(W) AD(       ) 2
 GC2299  NAD 83(1986)-  36 06 52.95615(N)    086 48 38.00107(W) AD(       ) 2
 GC2299  NAD 27      -  36 06 52.74600(N)    086 48 37.99980(W) AD(       ) 2
 GC2299  NGVD 29 (07/19/86)  196.46   (m)          644.6    (f) LEVELING    3  
 GC2299
 GC2299.Superseded values are not recommended for survey control.
 GC2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2299.See file dsdata.txt to determine how the superseded data were derived.
 GC2299
 GC2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1704996688(NAD 83)
 GC2299_MARKER: DD = SURVEY DISK
 GC2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2299
 GC2299  HISTORY     - Date     Condition        Report By
 GC2299  HISTORY     - 1963     MONUMENTED       TNHD
 GC2299
 GC2299                          STATION DESCRIPTION
 GC2299
 GC2299'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2299'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF DOWN TOWN NASHVILLE AND
 GC2299'ON THE FRONT LAWN OF THE PHOENIX LODGE NO. 131.
 GC2299'
 GC2299'TO REACH THE STATION FROM THE GREEN HILLS BRANCH POST OFFICE IN GREEN
 GC2299'HILLS, GO 0.9 MILE NORTH ON U.S. HIGHWAY 431 TO THE STATION ON THE
 GC2299'RIGHT.
 GC2299'
 GC2299'THE STATION IS 0.05 MILE NORTH OF THE INTERSECTION OF WOODMONT BLVD.
 GC2299'AND U.S. HIGHWAY 431, 62 FEET SOUTH OF THE APPROXIMATE
 GC2299'CENTER OF THE GRAVELED DRIVE TO THE PHOENIX LODGE, 60 FEET EAST OF
 GC2299'THE APPROXIMATE CENTERLINE OF U.S.  HIGHWAY 431, 44 FEET
 GC2299'SOUTHEAST OF THE TELEPHONE POLE NO. 51, 29 FEET NORTHWEST OF A
 GC2299'12-INCH HACKBERRY TREE, AND 29 FEET NORTHEAST OF A STONE AND CEMENT
 GC2299'CORNER POST. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2299'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED LODGE 1963. THE
 GC2299'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GC2299'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2299'
 GC2299'REFERENCE MARK NO. 1 IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2299'THE LODGE, 44 FEET EAST OF A 12-INCH HACKBERRY TREE, 35 FEET
 GC2299'SOUTHEAST OF A 14-INCH MAPLE TREE, AND 1 FOOT NORTH OF A HEDGE LINE.
 GC2299'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2299'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2299'LODGE RM-1 1963.
 GC2299'
 GC2299'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE TELEPHONE POLE NO. 51,
 GC2299'34 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S.  HIGHWAY 431, 32
 GC2299'FEET WEST OF THE LODGE SIGN, AND 16 FEET NORTH OF THE APPROXIMATE
 GC2299'CENTERLINE OF THE GRAVELED DRIVE TO THE LODGE. IT IS A STANDARD
 GC2299'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2299'CONCRETE MONUMENT AND THE DISK IS STAMPED LODGE RM-2 1963.
 GC2299'
 GC2299'THE CALVERY METHODIST CHURCH SPIRE WILL SERVE AS THE AZIMUTH TO THIS
 GC2299'STATION. IT IS A RED BRICK BUILDING WITH 4 WHITE PILLARS IN THE
 GC2299'FRONT AND THE SPIRAL HAS AN OVERALL HEIGHT OF ABOUT 120 FEET. THE
 GC2299'POINT INTERSECTED WAS THE WHITE CROSS AT THE TOP OF THE SPIRAL.
 GC2299'
 GC2299'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE SOUTH ON U.S.
 GC2299'HIGHWAY 431 TO THE CHURCH ON THE RIGHT.
 GC2299'
 GC2299'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0844 ***********************************************************************
 GC0844  DESIGNATION -  LODGE RM 1
 GC0844  PID         -  GC0844
 GC0844  STATE/COUNTY-  TN/DAVIDSON
 GC0844  USGS QUAD   -  OAK HILL (1968)
 GC0844
 GC0844                         *CURRENT SURVEY CONTROL
 GC0844  ___________________________________________________________________
 GC0844* NAD 83(1986)-  36 06 53.     (N)    086 48 38.     (W)     SCALED    
 GC0844* NAVD 88     -       195.615  (meters)     641.78   (feet)  ADJUSTED  
 GC0844  ___________________________________________________________________
 GC0844  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0844  DYNAMIC HT  -         195.447 (meters)     641.23  (feet)  COMP
 GC0844  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0844
 GC0844  VERT ORDER  -  SECOND    CLASS 0
 GC0844
 GC0844.The horizontal coordinates were scaled from a topographic map and have
 GC0844.an estimated accuracy of +/- 6 seconds.
 GC0844
 GC0844.The orthometric height was determined by differential leveling
 GC0844.and adjusted by the National Geodetic Survey in June 1991..
 GC0844
 GC0844.The geoid height was determined by GEOID03.
 GC0844
 GC0844.The dynamic height is computed by dividing the NAVD 88
 GC0844.geopotential number by the normal gravity value computed on the
 GC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0844.degrees latitude (g = 980.6199 gals.).
 GC0844
 GC0844.The modeled gravity was interpolated from observed gravity values.
 GC0844
 GC0844;                    North         East    Units  Estimated Accuracy
 GC0844;SPC TN       -   197,950.      527,030.      MT  (+/- 180 meters Scaled)
 GC0844
 GC0844                          SUPERSEDED SURVEY CONTROL
 GC0844
 GC0844  NGVD 29 (??/??/92)  195.634  (m)          641.84   (f) ADJ UNCH    2 0
 GC0844
 GC0844.Superseded values are not recommended for survey control.
 GC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0844.See file dsdata.txt to determine how the superseded data were derived.
 GC0844
 GC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE170966(NAD 83)
 GC0844_MARKER: DD = SURVEY DISK
 GC0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0844_STAMPING: LODGE RM-1 1963
 GC0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0844+STABILITY: SURFACE MOTION
 GC0844
 GC0844  HISTORY     - Date     Condition        Report By
 GC0844  HISTORY     - 1963     MONUMENTED       TNHD
 GC0844
 GC0844                          STATION DESCRIPTION
 GC0844
 GC0844'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0844'3 MI S FROM NASHVILLE.
 GC0844'THE MARK IS LOCATED AT THE LODGE 1963 STATION SITE, 75 FEET
 GC0844'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LODGE, 44 FEET EAST OF
 GC0844'A 12-INCH HACKBERRY TREE, 35 FEET SOUTHEAST OF A 14-INCH MAPLE
 GC0844'TREE, AND 1 FOOT NORTH OF A HEDGE LINE.  IT IS SET IN A 10-INCH
 GC0844'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0846 ***********************************************************************
 GC0846  DESIGNATION -  LODGE RM 2
 GC0846  PID         -  GC0846
 GC0846  STATE/COUNTY-  TN/DAVIDSON
 GC0846  USGS QUAD   -  OAK HILL (1968)
 GC0846
 GC0846                         *CURRENT SURVEY CONTROL
 GC0846  ___________________________________________________________________
 GC0846* NAD 83(1986)-  36 06 53.     (N)    086 48 38.     (W)     SCALED    
 GC0846* NAVD 88     -       194.855  (meters)     639.29   (feet)  ADJUSTED  
 GC0846  ___________________________________________________________________
 GC0846  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0846  DYNAMIC HT  -         194.688 (meters)     638.74  (feet)  COMP
 GC0846  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0846
 GC0846  VERT ORDER  -  SECOND    CLASS 0
 GC0846
 GC0846.The horizontal coordinates were scaled from a topographic map and have
 GC0846.an estimated accuracy of +/- 6 seconds.
 GC0846
 GC0846.The orthometric height was determined by differential leveling
 GC0846.and adjusted by the National Geodetic Survey in June 1991..
 GC0846
 GC0846.The geoid height was determined by GEOID03.
 GC0846
 GC0846.The dynamic height is computed by dividing the NAVD 88
 GC0846.geopotential number by the normal gravity value computed on the
 GC0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0846.degrees latitude (g = 980.6199 gals.).
 GC0846
 GC0846.The modeled gravity was interpolated from observed gravity values.
 GC0846
 GC0846;                    North         East    Units  Estimated Accuracy
 GC0846;SPC TN       -   197,950.      527,030.      MT  (+/- 180 meters Scaled)
 GC0846
 GC0846                          SUPERSEDED SURVEY CONTROL
 GC0846
 GC0846  NGVD 29 (??/??/92)  194.875  (m)          639.35   (f) ADJ UNCH    2 0
 GC0846
 GC0846.Superseded values are not recommended for survey control.
 GC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0846.See file dsdata.txt to determine how the superseded data were derived.
 GC0846
 GC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE170966(NAD 83)
 GC0846_MARKER: DD = SURVEY DISK
 GC0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0846_STAMPING: LODGE RM-2 1963
 GC0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0846+STABILITY: SURFACE MOTION
 GC0846
 GC0846  HISTORY     - Date     Condition        Report By
 GC0846  HISTORY     - 1963     MONUMENTED       TNHD
 GC0846
 GC0846                          STATION DESCRIPTION
 GC0846
 GC0846'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0846'3 MI S FROM NASHVILLE.
 GC0846'THE MARK IS AT THE LODGE 1963 STATION SITE, 39 FEET NORTH OF THE
 GC0846'TELEPHONE POLE NO. 51, 34 FEET EAST OF THE APPROXIMATE CENTERLINE
 GC0846'OF THE GRAVELED DRIVE TO THE LODGE.  IT IS SET IN A 10-INCH
 GC0846'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1268 ***********************************************************************
 FE1268  DESIGNATION -  LOG
 FE1268  PID         -  FE1268
 FE1268  STATE/COUNTY-  TN/SHELBY
 FE1268  USGS QUAD   -  EADS (1983)
 FE1268
 FE1268                         *CURRENT SURVEY CONTROL
 FE1268  ___________________________________________________________________
 FE1268* NAD 83(1995)-  35 14 23.43626(N)    089 42 26.04974(W)     ADJUSTED  
 FE1268* NAVD 88     -       117.300  (meters)     384.84   (feet)  ADJUSTED  
 FE1268  ___________________________________________________________________
 FE1268  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FE1268  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1268  DYNAMIC HT  -         117.194 (meters)     384.49  (feet)  COMP
 FE1268  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1268
 FE1268  HORZ ORDER  -  SECOND
 FE1268  VERT ORDER  -  SECOND    CLASS 0
 FE1268
 FE1268.The horizontal coordinates were established by classical geodetic methods
 FE1268.and adjusted by the National Geodetic Survey in April 1999..
 FE1268
 FE1268.The orthometric height was determined by differential leveling
 FE1268.and adjusted by the National Geodetic Survey in June 1991..
 FE1268
 FE1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1268
 FE1268.The geoid height was determined by GEOID03.
 FE1268
 FE1268.The dynamic height is computed by dividing the NAVD 88
 FE1268.geopotential number by the normal gravity value computed on the
 FE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1268.degrees latitude (g = 980.6199 gals.).
 FE1268
 FE1268.The modeled gravity was interpolated from observed gravity values.
 FE1268
 FE1268;                    North         East     Units Scale Factor Converg.
 FE1268;SPC TN       -   106,968.008   262,643.758   MT  1.00000181   -2 10 13.3
 FE1268;SPC TN       -   350,944.21    861,690.40   sFT  1.00000181   -2 10 13.3
 FE1268;UTM  16      - 3,903,000.920   253,652.357   MT  1.00034797   -1 33 46.3
 FE1268
 FE1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1268!SPC TN       -   0.99998589  x   1.00000181  =   0.99998770
 FE1268!UTM  16      -   0.99998589  x   1.00034797  =   1.00033385
 FE1268
 FE1268:                Primary Azimuth Mark                     Grid Az
 FE1268:SPC TN       -  LOG AZ MK                                083 35 54.5
 FE1268:UTM  16      -  LOG AZ MK                                082 59 27.5
 FE1268
 FE1268|---------------------------------------------------------------------|
 FE1268| PID    Reference Object                     Distance      Geod. Az  |
 FE1268|                                                           dddmmss.s |
 FE1268| FE1270 LOG AZ MK                                          0812541.2 |
 FE1268| FE1269 LOG RM 1                             38.478 METERS 13656     |
 FE1268| FE1267 LOG RM 2                             24.094 METERS 25059     |
 FE1268|---------------------------------------------------------------------|
 FE1268
 FE1268                          SUPERSEDED SURVEY CONTROL
 FE1268
 FE1268  NAD 83(1995)-  35 14 23.44113(N)    089 42 26.05133(W) AD(       ) 2
 FE1268  NAD 83(1995)-  35 14 23.44178(N)    089 42 26.05132(W) AD(       ) 2
 FE1268  NAD 83(1986)-  35 14 23.44777(N)    089 42 26.05025(W) AD(       ) 2
 FE1268  NAD 27      -  35 14 23.13310(N)    089 42 25.75520(W) AD(       ) 2
 FE1268  NGVD 29 (??/??/??)  117.287  (m)          384.80   (f) ADJUSTED    2 0
 FE1268
 FE1268.Superseded values are not recommended for survey control.
 FE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1268.See file dsdata.txt to determine how the superseded data were derived.
 FE1268
 FE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5365203001(NAD 83)
 FE1268_MARKER: DS = TRIANGULATION STATION DISK
 FE1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1268_STAMPING: LOG 1958
 FE1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1268+STABILITY: SURFACE MOTION
 FE1268
 FE1268  HISTORY     - Date     Condition        Report By
 FE1268  HISTORY     - 1958     MONUMENTED       CGS
 FE1268  HISTORY     - 1958     GOOD             CGS
 FE1268  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1268  HISTORY     - 19650515 MARK NOT FOUND   USGS
 FE1268  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1268
 FE1268                          STATION DESCRIPTION
 FE1268
 FE1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1268'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ARLINGTON AND ABOUT
 FE1268'4 MILES NORTHWEST OF EADS. IT IS 110 FEET SOUTHWEST OF A
 FE1268'FORK IN THE ROAD AND 21 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 FE1268'GRAVELED ROAD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1268'GROUND AND IS STAMPED LOG 1958.
 FE1268'
 FE1268'REFERENCE MARK NO. 1 IS 17 FEET WEST-SOUTHWEST OF THE CENTER OF A
 FE1268'GRAVELED ROAD, 4 FEET WEST-SOUTHWEST OF A SMALL LIGHT POLE AND ABOUT
 FE1268'4 FEET LOWER THAN THE STATION. THE MARK IS SET FLUSH WITH THE SURFACE
 FE1268'OF THE GROUND AND IS STAMPED LOG NO 1 1958.
 FE1268'
 FE1268'REFERENCE MARK NO. 2 IS 18 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 FE1268'GRAVELED ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION. THE
 FE1268'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LOG
 FE1268'NO 2 1958.
 FE1268'
 FE1268'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF CHAMBERS ROAD, 2
 FE1268'FEET NORTHWEST OF A POWER LINE POLE, 2 FEET SOUTHWEST OF A
 FE1268'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE LINE. THE MARK IS SET
 FE1268'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LOG 1958.
 FE1268'
 FE1268'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO WEST ON WALKER ST. FOR
 FE1268'0.4 MILE TO THE END OF WALKER ST., TURN LEFT SOUTH ON POLK ST. FOR
 FE1268'0.4 MILE TO A T-INTERSECTION, TURN RIGHT AND GO WEST ON ARLINGTON RD.
 FE1268'FOR 0.35 MILE TO CROSSROADS, CONTINUE SOUTHWEST ON ARLINGTON
 FE1268'RD. FOR 2.55 MILES TO A T-INTERSECTION, TURN LEFT ON CHAMBERS RD.
 FE1268'SOUTH AND GO 1.8 MILES TO A DRIVEWAY ROAD AND THE (THWREATS) MAIL
 FE1268'BOX* ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.15 MILE TO TOP OF
 FE1268'HILL, FORK AND STATION AS DESCRIBED.
 FE1268'
 FE1268'TO REACH THE AZIMUTH MARK FROM (THWREATS) MAIL BOX*, KEEP LEFT
 FE1268'EASTERLY ON CHAMBERS RD. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 FE1268'RIGHT AS DESCRIBED.
 FE1268'
 FE1268'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1268
 FE1268                          STATION RECOVERY (1958)
 FE1268
 FE1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1268'10.8 MI SW FROM GALLAWAY.
 FE1268'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1268'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1268'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1268'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG THE COLL- AR. RD.,
 FE1268'THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1268'SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTH ALONG AIR LINE
 FE1268'RD., THENCE 0.65 MILE SOUTHWEST ALONG DONNELSON RD., THENCE 0.9
 FE1268'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG A
 FE1268'TRAIL ROAD, THENCE 0.4 MILE ALONG A PAVED ROAD, THENCE 0.2 MILE
 FE1268'WEST ALONG A DIRT ROAD, 110.0 FT. SOUTHWEST OF A FORK IN THE ROAD,
 FE1268'21 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, A
 FE1268'C AND GS TRIANGULATION STATION MARK SET IN THE TOP OF A CONCRETE
 FE1268'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 FE1268
 FE1268                          STATION RECOVERY (1965)
 FE1268
 FE1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1268'MARK NOT FOUND.
 FE1268
 FE1268                          STATION RECOVERY (1965)
 FE1268
 FE1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LRW)
 FE1268'MARK NOT FOUND.
 FE1268
 FE1268                          STATION RECOVERY (1992)
 FE1268
 FE1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1268'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1270 ***********************************************************************
 FE1270  DESIGNATION -  LOG AZ MK
 FE1270  PID         -  FE1270
 FE1270  STATE/COUNTY-  TN/SHELBY
 FE1270  USGS QUAD   -  EADS (1983)
 FE1270
 FE1270                         *CURRENT SURVEY CONTROL
 FE1270  ___________________________________________________________________
 FE1270* NAD 83(1986)-  35 14 23.     (N)    089 42 25.     (W)     SCALED    
 FE1270* NAVD 88     -       102.059  (meters)     334.84   (feet)  ADJUSTED  
 FE1270  ___________________________________________________________________
 FE1270  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1270  DYNAMIC HT  -         101.967 (meters)     334.54  (feet)  COMP
 FE1270  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1270
 FE1270  VERT ORDER  -  SECOND    CLASS 0
 FE1270
 FE1270.The horizontal coordinates were scaled from a topographic map and have
 FE1270.an estimated accuracy of +/- 6 seconds.
 FE1270
 FE1270.The orthometric height was determined by differential leveling
 FE1270.and adjusted by the National Geodetic Survey in June 1991..
 FE1270
 FE1270.The geoid height was determined by GEOID03.
 FE1270
 FE1270.The dynamic height is computed by dividing the NAVD 88
 FE1270.geopotential number by the normal gravity value computed on the
 FE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1270.degrees latitude (g = 980.6199 gals.).
 FE1270
 FE1270.The modeled gravity was interpolated from observed gravity values.
 FE1270
 FE1270;                    North         East    Units  Estimated Accuracy
 FE1270;SPC TN       -   106,950.      262,670.      MT  (+/- 180 meters Scaled)
 FE1270
 FE1270                          SUPERSEDED SURVEY CONTROL
 FE1270
 FE1270  NGVD 29 (??/??/??)  102.046  (m)          334.80   (f) ADJUSTED    2 0
 FE1270
 FE1270.Superseded values are not recommended for survey control.
 FE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1270.See file dsdata.txt to determine how the superseded data were derived.
 FE1270
 FE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE536029(NAD 83)
 FE1270_MARKER: DZ = AZIMUTH MARK DISK
 FE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1270_STAMPING: LOG 1958
 FE1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1270+STABILITY: SURFACE MOTION
 FE1270
 FE1270  HISTORY     - Date     Condition        Report By
 FE1270  HISTORY     - 1958     MONUMENTED       CGS
 FE1270  HISTORY     - 1958     GOOD             CGS
 FE1270  HISTORY     - 19650515 GOOD             USGS
 FE1270  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1270
 FE1270                          STATION DESCRIPTION
 FE1270
 FE1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1270'10.5 MI SW FROM GALLAWAY.
 FE1270'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1270'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1270'2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1270'A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD., THENCE
 FE1270'0.15 MILES WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES SOUTHWEST
 FE1270'CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE ROAD, THENCE
 FE1270'0.65 MILE SOUTHWEST ALONG DONNELSON RD., 0.9 MILE SOUTHWEST CROSS
 FE1270'COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG A TRAIL ROAD, THENCE 0.25
 FE1270'MILE WEST ALONG A PAVED ROAD, 67.7 FT. SOUTHWEST OF A YARD
 FE1270'GATE LEADING TO A LARGE WHITE HOUSE, 18.5 FT. SOUTH OF THE CENTER
 FE1270'LINE OF A PAVED ROAD, 1.7 FT. NORTH OF A POWER LINE POLE NO.
 FE1270'42774, 1.4 FT. SOUTH OF A WIRE FENCE, 1.7 FT. SOUTHWEST OF A
 FE1270'WHITE WOODEN WITNESS POST, A C AND GS AZIMUTH DISK SET IN TOP
 FE1270'OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1270
 FE1270                          STATION RECOVERY (1965)
 FE1270
 FE1270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LRW)
 FE1270'RECOVERED IN GOOD CONDITION.
 FE1270
 FE1270                          STATION RECOVERY (1992)
 FE1270
 FE1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1270'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1269 ***********************************************************************
 FE1269  DESIGNATION -  LOG RM 1
 FE1269  PID         -  FE1269
 FE1269  STATE/COUNTY-  TN/SHELBY
 FE1269  USGS QUAD   -  EADS (1983)
 FE1269
 FE1269                         *CURRENT SURVEY CONTROL
 FE1269  ___________________________________________________________________
 FE1269* NAD 83(1986)-  35 14 22.     (N)    089 42 25.     (W)     SCALED    
 FE1269* NAVD 88     -       115.804  (meters)     379.93   (feet)  ADJUSTED  
 FE1269  ___________________________________________________________________
 FE1269  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1269  DYNAMIC HT  -         115.700 (meters)     379.59  (feet)  COMP
 FE1269  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1269
 FE1269  VERT ORDER  -  SECOND    CLASS 0
 FE1269
 FE1269.The horizontal coordinates were scaled from a topographic map and have
 FE1269.an estimated accuracy of +/- 6 seconds.
 FE1269
 FE1269.The orthometric height was determined by differential leveling
 FE1269.and adjusted by the National Geodetic Survey in June 1991..
 FE1269
 FE1269.The geoid height was determined by GEOID03.
 FE1269
 FE1269.The dynamic height is computed by dividing the NAVD 88
 FE1269.geopotential number by the normal gravity value computed on the
 FE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1269.degrees latitude (g = 980.6199 gals.).
 FE1269
 FE1269.The modeled gravity was interpolated from observed gravity values.
 FE1269
 FE1269;                    North         East    Units  Estimated Accuracy
 FE1269;SPC TN       -   106,920.      262,670.      MT  (+/- 180 meters Scaled)
 FE1269
 FE1269                          SUPERSEDED SURVEY CONTROL
 FE1269
 FE1269  NGVD 29 (??/??/??)  115.791  (m)          379.89   (f) ADJUSTED    2 0
 FE1269
 FE1269.Superseded values are not recommended for survey control.
 FE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1269.See file dsdata.txt to determine how the superseded data were derived.
 FE1269
 FE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE536029(NAD 83)
 FE1269_MARKER: DR = REFERENCE MARK DISK
 FE1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1269_STAMPING: LOG NO 1
 FE1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1269+STABILITY: SURFACE MOTION
 FE1269
 FE1269  HISTORY     - Date     Condition        Report By
 FE1269  HISTORY     - 1958     MONUMENTED       CGS
 FE1269  HISTORY     - 1958     GOOD             CGS
 FE1269  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1269
 FE1269                          STATION DESCRIPTION
 FE1269
 FE1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1269'10.8 MI SW FROM GALLAWAY.
 FE1269'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1269'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1269'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1269'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG THE COLL-AR. RD.,
 FE1269'THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1269'SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTH ALONG AIR LINE
 FE1269'RD., THENCE 0.65 MILE SOUTHWEST ALONG DONNELSON RD., THENCE 0.9
 FE1269'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG A
 FE1269'TRAIL ROAD, THENCE 0.4 MILE ALONG A PAVED ROAD, THENCE 0.2 MILE
 FE1269'WEST ALONG A DIRT ROAD, 17.0 FT. WEST-SOUTHWEST OF THE CENTER
 FE1269'OF A GRAVELED ROAD AND 4 FT. WEST-SOUTHWEST OF A SMALL LIGHT POLE,
 FE1269'A C AND GS TRIANGULATION REFERENCE MARK DISK SET IN THE TOP
 FE1269'OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 FE1269'GROUND.
 FE1269
 FE1269                          STATION RECOVERY (1992)
 FE1269
 FE1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1269'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1267 ***********************************************************************
 FE1267  DESIGNATION -  LOG RM 2
 FE1267  PID         -  FE1267
 FE1267  STATE/COUNTY-  TN/SHELBY
 FE1267  USGS QUAD   -  EADS (1983)
 FE1267
 FE1267                         *CURRENT SURVEY CONTROL
 FE1267  ___________________________________________________________________
 FE1267* NAD 83(1986)-  35 14 22.     (N)    089 42 24.     (W)     SCALED    
 FE1267* NAVD 88     -       117.118  (meters)     384.24   (feet)  ADJUSTED  
 FE1267  ___________________________________________________________________
 FE1267  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1267  DYNAMIC HT  -         117.012 (meters)     383.90  (feet)  COMP
 FE1267  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1267
 FE1267  VERT ORDER  -  SECOND    CLASS 0
 FE1267
 FE1267.The horizontal coordinates were scaled from a topographic map and have
 FE1267.an estimated accuracy of +/- 6 seconds.
 FE1267
 FE1267.The orthometric height was determined by differential leveling
 FE1267.and adjusted by the National Geodetic Survey in June 1991..
 FE1267
 FE1267.The geoid height was determined by GEOID03.
 FE1267
 FE1267.The dynamic height is computed by dividing the NAVD 88
 FE1267.geopotential number by the normal gravity value computed on the
 FE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1267.degrees latitude (g = 980.6199 gals.).
 FE1267
 FE1267.The modeled gravity was interpolated from observed gravity values.
 FE1267
 FE1267;                    North         East    Units  Estimated Accuracy
 FE1267;SPC TN       -   106,920.      262,690.      MT  (+/- 180 meters Scaled)
 FE1267
 FE1267                          SUPERSEDED SURVEY CONTROL
 FE1267
 FE1267  NGVD 29 (??/??/??)  117.105  (m)          384.20   (f) ADJUSTED    2 0
 FE1267
 FE1267.Superseded values are not recommended for survey control.
 FE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1267.See file dsdata.txt to determine how the superseded data were derived.
 FE1267
 FE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE537029(NAD 83)
 FE1267_MARKER: DR = REFERENCE MARK DISK
 FE1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1267_STAMPING: LOG NO 2
 FE1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1267+STABILITY: SURFACE MOTION
 FE1267
 FE1267  HISTORY     - Date     Condition        Report By
 FE1267  HISTORY     - 1958     MONUMENTED       CGS
 FE1267  HISTORY     - 1958     GOOD             CGS
 FE1267  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1267
 FE1267                          STATION DESCRIPTION
 FE1267
 FE1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1267'10.8 MI SW FROM GALLAWAY.
 FE1267'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1267'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1267'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1267'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG THE COLL-AR. RD.,
 FE1267'THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1267'SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTH ALONG AIR LINE
 FE1267'RD., THENCE 0.65 MILE SOUTHWEST ALONG DONNELSON RD., THENCE 0.9
 FE1267'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG
 FE1267'A TRAIL ROAD, THENCE 0.4 MILE ALONG A PAVED ROAD, THENCE 0.2 MILE
 FE1267'WEST ALONG A DIRT ROAD, 18.0 FT. SOUTH-SOUTHWEST OF THE CENTER OF
 FE1267'A GRAVELED ROAD, A C AND GS TRIANGULATION REFERENCE MARK DISK SET
 FE1267'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 FE1267'OF THE GROUND.
 FE1267
 FE1267                          STATION RECOVERY (1992)
 FE1267
 FE1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1267'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0244 ***********************************************************************
 FD0244  DESIGNATION -  LOGAN 2
 FD0244  PID         -  FD0244
 FD0244  STATE/COUNTY-  TN/COFFEE
 FD0244  USGS QUAD   -  MANCHESTER (1972)
 FD0244
 FD0244                         *CURRENT SURVEY CONTROL
 FD0244  ___________________________________________________________________
 FD0244* NAD 83(1995)-  35 25 09.43231(N)    086 00 58.00656(W)     ADJUSTED  
 FD0244* NAVD 88     -       331.05   (meters)    1086.1    (feet)  RESET     
 FD0244  ___________________________________________________________________
 FD0244  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FD0244  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0244
 FD0244  HORZ ORDER  -  THIRD
 FD0244  VERT ORDER  -  THIRD
 FD0244
 FD0244.The horizontal coordinates were established by classical geodetic methods
 FD0244.and adjusted by the National Geodetic Survey in April 1999..
 FD0244.No horizontal observational check was made to the station.
 FD0244
 FD0244.The orthometric height was computed from unverified reset data.
 FD0244
 FD0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0244
 FD0244.The geoid height was determined by GEOID03.
 FD0244
 FD0244;                    North         East     Units Scale Factor Converg.
 FD0244;SPC TN       -   120,486.220   598,536.660   MT  0.99997444   -0 00 34.0
 FD0244;SPC TN       -   395,295.21  1,963,699.03   sFT  0.99997444   -0 00 34.0
 FD0244;UTM  16      - 3,919,986.485   589,322.396   MT  0.99969832   +0 34 12.9
 FD0244
 FD0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0244!SPC TN       -   0.99995257  x   0.99997444  =   0.99992701
 FD0244!UTM  16      -   0.99995257  x   0.99969832  =   0.99965090
 FD0244
 FD0244                          SUPERSEDED SURVEY CONTROL
 FD0244
 FD0244  NAD 83(1995)-  35 25 09.43915(N)    086 00 58.00722(W) AD(       ) 3
 FD0244  NAD 83(1995)-  35 25 09.43879(N)    086 00 58.00767(W) AD(       ) 3
 FD0244  NAD 83(1995)-  35 25 09.43967(N)    086 00 58.00596(W) AD(       ) 3
 FD0244  NAD 83(1986)-  35 25 09.44254(N)    086 00 58.00411(W) AD(       ) 3
 FD0244  NAD 27      -  35 25 09.16210(N)    086 00 58.05530(W) AD(       ) 3
 FD0244  NGVD 29 (07/19/86)  331.05   (m)         1086.1    (f) LEVELING    3  
 FD0244
 FD0244.Superseded values are not recommended for survey control.
 FD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0244.See file dsdata.txt to determine how the superseded data were derived.
 FD0244
 FD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8932219986(NAD 83)
 FD0244_MARKER: DE = TRAVERSE STATION DISK
 FD0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0244_STAMPING: LOGAN 2 1964
 FD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0244+STABILITY: SURFACE MOTION
 FD0244
 FD0244  HISTORY     - Date     Condition        Report By
 FD0244  HISTORY     - 1964     MONUMENTED       CGS
 FD0244  HISTORY     - 1964     GOOD             CGS
 FD0244
 FD0244                          STATION DESCRIPTION
 FD0244
 FD0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FD0244'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MANCHESTER, ABOUT
 FD0244'2.5 MILES NORTHWEST OF
 FD0244'HILLSBORO AND ON U S GOVERNMENT PROPERTY IN THE
 FD0244'NORTHEAST SECTION OF THE ARNOLD
 FD0244'ENGINEERING DEVELOPEMENT CENTER.
 FD0244'
 FD0244'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD0244'ROUTE 55 IN THE SOUTH PART
 FD0244'OF MANCHESTER, GO SOUTHEAST ON U S HIGHWAY 41 FOR 4.75
 FD0244'MILES TO A PAVED ROAD RIGHT AND
 FD0244'SIGN ARNOLD ENGINEERING DEVELOPMENT
 FD0244'CENTER U S A F.  HERE TURN RIGHT AND GO
 FD0244'SOUTHWESTERLY ON THIS PAVED
 FD0244'ROAD FOR 1.25 MILES TO THE STATION ON THE RIGHT AS
 FD0244'DESCRIBED.
 FD0244'
 FD0244'THE STATION IS JUST NORTH OF INTERSTATE ROUTE 24, 52 FEET WEST OF THE
 FD0244'APPROXIMATE CENTER
 FD0244'OF THE PAVED ROAD LEADING INTO THE ARNOLD
 FD0244'ENGINEERING DEVELOPEMENT CENTER AND
 FD0244'1.2 FEET SOUTH OF A METAL WITNESS
 FD0244'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FD0244'OF A 10-INCH,
 FD0244'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FD0244'STAMPED LOGAN 2
 FD0244'1964.
 FD0244'
 FD0244'REFERENCE MARK NO 1 1962 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF
 FD0244'THE PAVED ROAD LEADING INTO
 FD0244'THE ARNOLD ENGINEERING DEVELOPEMENT CENTER AND 9
 FD0244'FEET SOUTHEAST OF A METAL WITNESS
 FD0244'POST AND SIGN.  IT IS A STANDARD
 FD0244'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD0244'MONUMENT THAT
 FD0244'PROJECTS 2 INCHES AND THE DISK IS STAMPED LOGAN NO 1 1962.
 FD0244'
 FD0244'REFERENCE MARK NO 3 IS 62 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD0244'PAVED ROAD LEADING INTO
 FD0244'THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, IT IS A
 FD0244'STANDARD DISK SET IN THE TOP OF A
 FD0244'10-INCH, SQUARE, CONCRETE MONUMENT
 FD0244'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LOGAN
 FD0244'2 NO 3 1964.
 FD0244'
 FD0244'REFERENCE MARK NO 4 IS LOCATED IN THE WOODS WEST OF THE STATION AND
 FD0244'0.8 OF A FOOT EAST OF A
 FD0244'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FD0244'SET IN THE TOP OF A 10-INCH,
 FD0244'ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FD0244'INCHES AND THE DISK IS STAMPED LOGAN 2 NO 4
 FD0244'1964.
 FD0244'
 FD0244'THE AZIMUTH MARK IS 63 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD0244'PAVED ROAD LEADING INTO
 FD0244'THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, 17 FEET
 FD0244'NORTH OF THE APPROXIMATE CENTER
 FD0244'OF A FIRE TRAIL AND 1.8 FEET EAST OF
 FD0244'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD0244'DISK SET IN THE TOP
 FD0244'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FD0244'THE DISK IS
 FD0244'STAMPED LOGAN 1962.
 FD0244'
 FD0244'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 FD0244'PAVED ROAD FOR 0.6 MILE
 FD0244'TO THE MARK ON THE LEFT AS DESCRIBED.
 FD0244'
 FD0244'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 FD0244'
 FD0244'NOTE-THE HORIZONTAL MEASURED DISTANCE BETWEEN OLD STATION LOGAN 1962
 FD0244'(NOW DESTROYED) AND
 FD0244'LOGAN 2 1964 IS 89.16 FEET AND 27.176 METERS.
 FD0244
 FD0244                          STATION RECOVERY (1964)
 FD0244
 FD0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD0244'5.5 MI SE FROM MANCHESTER.
 FD0244'THIS MARK IS AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  TO REACH
 FD0244'FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 55 IN THE
 FD0244'SOUTH PART OF MANCHESTER, GO SOUTHEAST ON U.S. HIGHWAY 41 FOR 4.75
 FD0244'MILES TO A PAVED ROAD ON THE RIGHT AND A SIGN ARNOLD ENGINEERING
 FD0244'DEVELOPEMENT CENTER U.S.A.F.  HERE TURN RIGHT, SOUTHWESTERLY,
 FD0244'AND GO 1.25 MILES ON THE PAVED ROAD TO THE STATION ON THE RIGHT.
 FD0244'IT IS JUST NORTH OF INTERSTATE ROUTE 24, 52 FEET WEST OF THE
 FD0244'APPROXIMATE CENTER OF THE PAVED ROAD LEADING INTO THE ARNOLD
 FD0244'ENGINEERING DEVELOPEMENT CENTER AND 1.2 FEET SOUTH OF A METAL
 FD0244'WITNESS POST AND SIGN.  A STANDARD TRAVERSE STATION DISK SET
 FD0244'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD0244'2 INCHES AND IS ABOUT 4 1/2 FEET BELOW THE ELEVATION OF THE
 FD0244'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0246 ***********************************************************************
 FD0246  DESIGNATION -  LOGAN 2 RM 3
 FD0246  PID         -  FD0246
 FD0246  STATE/COUNTY-  TN/COFFEE
 FD0246  USGS QUAD   -  MANCHESTER (1972)
 FD0246
 FD0246                         *CURRENT SURVEY CONTROL
 FD0246  ___________________________________________________________________
 FD0246* NAD 83(1986)-  35 25 08.     (N)    086 00 58.     (W)     SCALED    
 FD0246* NAVD 88     -       330.94   (meters)    1085.8    (feet)  RESET     
 FD0246  ___________________________________________________________________
 FD0246  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0246
 FD0246  VERT ORDER  -  THIRD
 FD0246
 FD0246.The horizontal coordinates were scaled from a topographic map and have
 FD0246.an estimated accuracy of +/- 6 seconds.
 FD0246
 FD0246.The orthometric height was computed from unverified reset data.
 FD0246
 FD0246.The geoid height was determined by GEOID03.
 FD0246
 FD0246;                    North         East    Units  Estimated Accuracy
 FD0246;SPC TN       -   120,440.      598,540.      MT  (+/- 180 meters Scaled)
 FD0246
 FD0246                          SUPERSEDED SURVEY CONTROL
 FD0246
 FD0246.No superseded survey control is available for this station.
 FD0246
 FD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE893199(NAD 83)
 FD0246_MARKER: DR = REFERENCE MARK DISK
 FD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0246_STAMPING: LOGAN 2 NO 3 1964
 FD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0246+STABILITY: SURFACE MOTION
 FD0246
 FD0246  HISTORY     - Date     Condition        Report By
 FD0246  HISTORY     - 1964     MONUMENTED       CGS
 FD0246
 FD0246                          STATION DESCRIPTION
 FD0246
 FD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0246'5.5 MI SE FROM MANCHESTER.
 FD0246'THIS MARK IS AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0246'62 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 FD0246'INTO THE ARNOLD ENGINEERING DEVELOPEMENT CENTER AND 60.61 FEET
 FD0246'SOUTH OF STATION LOGAN 2 1964.  IT IS A STANDARD REFERENCE MARK
 FD0246'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD0246'PROJECTS 4 INCHES AND IS ABOUT 5 FEET BELOW THE ELEVATION OF THE
 FD0246'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0247 ***********************************************************************
 FD0247  DESIGNATION -  LOGAN 2 RM 4
 FD0247  PID         -  FD0247
 FD0247  STATE/COUNTY-  TN/COFFEE
 FD0247  USGS QUAD   -  MANCHESTER (1972)
 FD0247
 FD0247                         *CURRENT SURVEY CONTROL
 FD0247  ___________________________________________________________________
 FD0247* NAD 83(1986)-  35 25 08.     (N)    086 00 58.     (W)     SCALED    
 FD0247* NAVD 88     -       331.06   (meters)    1086.2    (feet)  RESET     
 FD0247  ___________________________________________________________________
 FD0247  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0247
 FD0247  VERT ORDER  -  THIRD
 FD0247
 FD0247.The horizontal coordinates were scaled from a topographic map and have
 FD0247.an estimated accuracy of +/- 6 seconds.
 FD0247
 FD0247.The orthometric height was computed from unverified reset data.
 FD0247
 FD0247.The geoid height was determined by GEOID03.
 FD0247
 FD0247;                    North         East    Units  Estimated Accuracy
 FD0247;SPC TN       -   120,440.      598,540.      MT  (+/- 180 meters Scaled)
 FD0247
 FD0247                          SUPERSEDED SURVEY CONTROL
 FD0247
 FD0247.No superseded survey control is available for this station.
 FD0247
 FD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE893199(NAD 83)
 FD0247_MARKER: DR = REFERENCE MARK DISK
 FD0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0247_STAMPING: LOGAN 2 NO 4 1964
 FD0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0247+STABILITY: SURFACE MOTION
 FD0247
 FD0247  HISTORY     - Date     Condition        Report By
 FD0247  HISTORY     - 1964     MONUMENTED       CGS
 FD0247
 FD0247                          STATION DESCRIPTION
 FD0247
 FD0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0247'5.5 MI SE FROM MANCHESTER.
 FD0247'THIS MARK IS AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0247'LOCATED IN THE WOODS DUE WEST OF THE STATION, 55.66 FEET WEST OF
 FD0247'STATION LOGAN 2 1964 AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 FD0247'AND SIGN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD0247'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 FD0247'ABOUT 5 FEET BELOW THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0241 ***********************************************************************
 FD0241  DESIGNATION -  LOGAN AZ MK
 FD0241  PID         -  FD0241
 FD0241  STATE/COUNTY-  TN/COFFEE
 FD0241  USGS QUAD   -  MANCHESTER (1972)
 FD0241
 FD0241                         *CURRENT SURVEY CONTROL
 FD0241  ___________________________________________________________________
 FD0241* NAD 83(1986)-  35 24 37.     (N)    086 01 07.     (W)     SCALED    
 FD0241* NAVD 88     -       331.257  (meters)    1086.80   (feet)  ADJUSTED  
 FD0241  ___________________________________________________________________
 FD0241  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0241  DYNAMIC HT  -         330.939 (meters)    1085.76  (feet)  COMP
 FD0241  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 FD0241
 FD0241  VERT ORDER  -  SECOND    CLASS 0
 FD0241
 FD0241.The horizontal coordinates were scaled from a topographic map and have
 FD0241.an estimated accuracy of +/- 6 seconds.
 FD0241
 FD0241.The orthometric height was determined by differential leveling
 FD0241.and adjusted by the National Geodetic Survey in June 1991..
 FD0241
 FD0241.The geoid height was determined by GEOID03.
 FD0241
 FD0241.The dynamic height is computed by dividing the NAVD 88
 FD0241.geopotential number by the normal gravity value computed on the
 FD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0241.degrees latitude (g = 980.6199 gals.).
 FD0241
 FD0241.The modeled gravity was interpolated from observed gravity values.
 FD0241
 FD0241;                    North         East    Units  Estimated Accuracy
 FD0241;SPC TN       -   119,490.      598,310.      MT  (+/- 180 meters Scaled)
 FD0241
 FD0241                          SUPERSEDED SURVEY CONTROL
 FD0241
 FD0241  NGVD 29 (??/??/92)  331.251  (m)         1086.78   (f) ADJ UNCH    2 0
 FD0241
 FD0241.Superseded values are not recommended for survey control.
 FD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0241.See file dsdata.txt to determine how the superseded data were derived.
 FD0241
 FD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE891189(NAD 83)
 FD0241_MARKER: DZ = AZIMUTH MARK DISK
 FD0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0241_STAMPING: LOGAN 1962
 FD0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0241+STABILITY: SURFACE MOTION
 FD0241
 FD0241  HISTORY     - Date     Condition        Report By
 FD0241  HISTORY     - 1962     MONUMENTED       CGS
 FD0241  HISTORY     - 1964     GOOD             NGS
 FD0241
 FD0241                          STATION DESCRIPTION
 FD0241
 FD0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0241'6 MI SE FROM MANCHESTER.
 FD0241'THIS MARK IS NOW ABOUT 0.6 MILE SOUTH OF LOGAN 2 1964 TRAVERSE
 FD0241'STATION SITE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 FD0241'STATE ROUTE 55 IN THE SOUTH PART OF MANCHESTER, GO SOUTHEAST ON
 FD0241'U.S. HIGHWAY 41 FOR 4.75 MILES TO A PAVED ROAD RIGHT AND SIGN
 FD0241'ARNOLD ENGINEERING DEVELOPEMENT CENTER U.S.A.F.  HERE TURN RIGHT,
 FD0241'SOUTHWESTERLY ON THIS PAVED ROAD AND GO 1.25 MILES TO TRAVERSE
 FD0241'STATION LOGAN 2 1964 ON THE RIGHT, CONTINUE SOUTHWESTERLY ON THIS
 FD0241'PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 FD0241'63 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 FD0241'INTO THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, 17 FEET NORTH OF
 FD0241'THE APPROXIMATE CENTER OF A FIRE TRAIL AND 1.8 FEET EAST OF A
 FD0241'METAL WITNESS POST AND SIGN.  A STANDARD AZIMUTH MARK DISK SET IN
 FD0241'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD0241'INCHES AND ABOUT 8 FEET ABOVE THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0242 ***********************************************************************
 FD0242  DESIGNATION -  LOGAN RM 1
 FD0242  PID         -  FD0242
 FD0242  STATE/COUNTY-  TN/COFFEE
 FD0242  USGS QUAD   -  MANCHESTER (1972)
 FD0242
 FD0242                         *CURRENT SURVEY CONTROL
 FD0242  ___________________________________________________________________
 FD0242* NAD 83(1986)-  35 25 08.     (N)    086 00 58.     (W)     SCALED    
 FD0242* NAVD 88     -       331.036  (meters)    1086.07   (feet)  ADJUSTED  
 FD0242  ___________________________________________________________________
 FD0242  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0242  DYNAMIC HT  -         330.718 (meters)    1085.03  (feet)  COMP
 FD0242  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 FD0242
 FD0242  VERT ORDER  -  SECOND    CLASS 0
 FD0242
 FD0242.The horizontal coordinates were scaled from a topographic map and have
 FD0242.an estimated accuracy of +/- 6 seconds.
 FD0242
 FD0242.The orthometric height was determined by differential leveling
 FD0242.and adjusted by the National Geodetic Survey in June 1991..
 FD0242
 FD0242.The geoid height was determined by GEOID03.
 FD0242
 FD0242.The dynamic height is computed by dividing the NAVD 88
 FD0242.geopotential number by the normal gravity value computed on the
 FD0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0242.degrees latitude (g = 980.6199 gals.).
 FD0242
 FD0242.The modeled gravity was interpolated from observed gravity values.
 FD0242
 FD0242;                    North         East    Units  Estimated Accuracy
 FD0242;SPC TN       -   120,440.      598,540.      MT  (+/- 180 meters Scaled)
 FD0242
 FD0242                          SUPERSEDED SURVEY CONTROL
 FD0242
 FD0242  NGVD 29 (??/??/92)  331.030  (m)         1086.05   (f) ADJ UNCH    2 0
 FD0242
 FD0242.Superseded values are not recommended for survey control.
 FD0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0242.See file dsdata.txt to determine how the superseded data were derived.
 FD0242
 FD0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE893199(NAD 83)
 FD0242_MARKER: DR = REFERENCE MARK DISK
 FD0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0242_STAMPING: LOGAN NO 1 1962
 FD0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0242+STABILITY: SURFACE MOTION
 FD0242
 FD0242  HISTORY     - Date     Condition        Report By
 FD0242  HISTORY     - 1962     MONUMENTED       CGS
 FD0242  HISTORY     - 1964     GOOD             NGS
 FD0242
 FD0242                          STATION DESCRIPTION
 FD0242
 FD0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0242'5.5 MI SE FROM MANCHESTER.
 FD0242'THIS MARK IS NOW AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0242'49 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 FD0242'INTO THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, 9 FEET SOUTHEAST
 FD0242'OF A METAL WITNESS POST AND SIGN AND 7.78 FEET SOUTHEAST OF THE
 FD0242'STATION LOGAN 2 1964.  IT IS A STANDARD REFERENCE MARK DISK
 FD0242'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD0242'PROJECTS 2 INCHES ABOUT 5 FEET BELOW THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1445 ***********************************************************************
 FD1445  DESIGNATION -  LOIS
 FD1445  PID         -  FD1445
 FD1445  STATE/COUNTY-  TN/MOORE
 FD1445  USGS QUAD   -  LOIS (1972)
 FD1445
 FD1445                         *CURRENT SURVEY CONTROL
 FD1445  ___________________________________________________________________
 FD1445* NAD 83(1995)-  35 12 50.59751(N)    086 22 03.91235(W)     ADJUSTED  
 FD1445* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 FD1445  ___________________________________________________________________
 FD1445  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FD1445  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1445
 FD1445  HORZ ORDER  -  SECOND
 FD1445
 FD1445.The horizontal coordinates were established by classical geodetic methods
 FD1445.and adjusted by the National Geodetic Survey in April 1999..
 FD1445
 FD1445.The orthometric height was scaled from a topographic map.
 FD1445
 FD1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1445
 FD1445.The geoid height was determined by GEOID03.
 FD1445
 FD1445;                    North         East     Units Scale Factor Converg.
 FD1445;SPC TN       -    97,779.515   566,515.983   MT  1.00000654   -0 12 55.1
 FD1445;SPC TN       -   320,798.29  1,858,644.52   sFT  1.00000654   -0 12 55.1
 FD1445;UTM  16      - 3,896,964.434   557,543.293   MT  0.99964081   +0 21 52.5
 FD1445
 FD1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1445!SPC TN       -   0.99995093  x   1.00000654  =   0.99995746
 FD1445!UTM  16      -   0.99995093  x   0.99964081  =   0.99959175
 FD1445
 FD1445|---------------------------------------------------------------------|
 FD1445| PID    Reference Object                     Distance      Geod. Az  |
 FD1445|                                                           dddmmss.s |
 FD1445| CG6802 LOIS RM 1                            51.908 METERS 03231     |
 FD1445| CG6801 LOIS AZ MK                                         0711932.6 |
 FD1445| CG6803 LOIS RM 2                            54.163 METERS 11748     |
 FD1445|---------------------------------------------------------------------|
 FD1445
 FD1445                          SUPERSEDED SURVEY CONTROL
 FD1445
 FD1445  NAD 83(1995)-  35 12 50.59955(N)    086 22 03.91242(W) AD(       ) 2
 FD1445  NAD 83(1995)-  35 12 50.60841(N)    086 22 03.91112(W) AD(       ) 2
 FD1445  NAD 83(1986)-  35 12 50.61020(N)    086 22 03.91082(W) AD(       ) 2
 FD1445  NAD 27      -  35 12 50.31400(N)    086 22 03.94000(W) AD(       ) 2
 FD1445
 FD1445.Superseded values are not recommended for survey control.
 FD1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1445.See file dsdata.txt to determine how the superseded data were derived.
 FD1445
 FD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5754396964(NAD 83)
 FD1445_MARKER: DS = TRIANGULATION STATION DISK
 FD1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1445
 FD1445  HISTORY     - Date     Condition        Report By
 FD1445  HISTORY     - 1934     MONUMENTED       CGS
 FD1445
 FD1445                          STATION DESCRIPTION
 FD1445
 FD1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1445'ABOUT 5 MILES SOUTH OF LYNCHBURG, 1.25 MILES SOUTH OF CROSSROADS
 FD1445'KNOWN AS LOIS, IN
 FD1445'CULTIVATED FIELD, AND ON PROPERTY OF J E MATLOCK.
 FD1445'TO REACH FROM LYNCHBURG, FOLLOW
 FD1445'STATE ROUTE 55 WEST AND SOUTH 1.1
 FD1445'MILES TO U S ROUTE 64, TURN LEFT (EAST) ONTO U S
 FD1445'ROUTE 64, GO 2.45
 FD1445'MILES TO GRAVEL ROAD, TAKE RIGHT GRAVEL FORK AND GO 1.45 MILES, AND
 FD1445'CONTINUE
 FD1445'STRAIGHT AHEAD AT CROSSROADS AT LOIS 0.2 MILE TO FORK, TAKE
 FD1445'LEFT FORK AND PROCEED ABOUT
 FD1445'500 YARDS, THEN TAKE DIM RIGHT FORK AND
 FD1445'FOLLOW THIS DIRT ROAD 1.2 MILES TO T-FENCE,
 FD1445'CORNER ON RIGHT.  STATION
 FD1445'IS AT EDGE OF FIELD, 2 FEET EAST OF EAST-WEST WIRE FENCE,
 FD1445'ABOUT 125 FEET
 FD1445'WEST OF CENTER LINE OF ROAD, AND 150 FEET NORTHWEST OF BARN.
 FD1445'SURFACE AND UNDERGROUND
 FD1445'MARKS ARE STANDARD DISK STATION MARKS IN
 FD1445'CONCRETE.  REFERENCE AND
 FD1445'AZIMUTH MARKS ARE STANDARD
 FD1445'REFERENCE DISKS IN CONCRETE.  NO 1 IS 2 FEET WEST
 FD1445'OF
 FD1445'NORTH-SOUTH WIRE FENCE, ABOUT 15 FEET WEST OF CENTER LINE OF ROAD,
 FD1445'AND 170.30 FEET
 FD1445'FROM STATION N 32 DEG 31 MIN W.  NO 2 IS 2
 FD1445'FEET WEST OF NORTH-AND-SOUTH WIRE
 FD1445'FENCE, ABOUT 15 WEST OF CENTER LINE
 FD1445'OF ROAD, AND 177.70 FEET FROM STATION S 62 DEG 12 MIN E.
 FD1445'AZIMUTH MARK IS ON CREST OF RIDGE, 5 FEET EAST OF CENTER LINE OF FARM
 FD1445'ROAD, ON PROPERTY
 FD1445'OF ED BERRY (COLORED), AND 0.3 MILE FROM STATION
 FD1445'N 71 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0084 ***********************************************************************
 GC0084  DESIGNATION -  LOLA
 GC0084  PID         -  GC0084
 GC0084  STATE/COUNTY-  TN/SUMNER
 GC0084  USGS QUAD   -  PETROLEUM (1994)
 GC0084
 GC0084                         *CURRENT SURVEY CONTROL
 GC0084  ___________________________________________________________________
 GC0084* NAD 83(1986)-  36 37 59.     (N)    086 14 43.     (W)     SCALED    
 GC0084* NAVD 88     -       243.500  (meters)     798.88   (feet)  ADJUSTED  
 GC0084  ___________________________________________________________________
 GC0084  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0084  DYNAMIC HT  -         243.306 (meters)     798.25  (feet)  COMP
 GC0084  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GC0084
 GC0084  VERT ORDER  -  SECOND    CLASS 0
 GC0084
 GC0084.The horizontal coordinates were scaled from a topographic map and have
 GC0084.an estimated accuracy of +/- 6 seconds.
 GC0084
 GC0084.The orthometric height was determined by differential leveling
 GC0084.and adjusted by the National Geodetic Survey in June 1991..
 GC0084
 GC0084.The geoid height was determined by GEOID03.
 GC0084
 GC0084.The dynamic height is computed by dividing the NAVD 88
 GC0084.geopotential number by the normal gravity value computed on the
 GC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0084.degrees latitude (g = 980.6199 gals.).
 GC0084
 GC0084.The modeled gravity was interpolated from observed gravity values.
 GC0084
 GC0084;                    North         East    Units  Estimated Accuracy
 GC0084;SPC TN       -   255,190.      578,060.      MT  (+/- 180 meters Scaled)
 GC0084
 GC0084                          SUPERSEDED SURVEY CONTROL
 GC0084
 GC0084  NGVD 29 (??/??/??)  243.65   (m)          799.4    (f) RESET       3  
 GC0084
 GC0084.Superseded values are not recommended for survey control.
 GC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0084.See file dsdata.txt to determine how the superseded data were derived.
 GC0084
 GC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674544(NAD 83)
 GC0084_MARKER: DD = SURVEY DISK
 GC0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0084_STAMPING: LOLA 1961
 GC0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0084+STABILITY: SURFACE MOTION
 GC0084
 GC0084  HISTORY     - Date     Condition        Report By
 GC0084  HISTORY     - 1961     MONUMENTED       TNHD
 GC0084
 GC0084                          STATION DESCRIPTION
 GC0084
 GC0084'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0084'7.4 MI N FROM WESTMORELAND.
 GC0084'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 52 IN
 GC0084'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES TO A ROAD
 GC0084'RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A ROAD
 GC0084'RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE
 GC0084'TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 81 FEET
 GC0084'NORTH OF AN EAST-WEST FENCE, 32 FEET NORTHEAST OF AN 8-INCH
 GC0084'MAPLE TREE AND 1.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 GC0084'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0084'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2089 ***********************************************************************
 GC2089  DESIGNATION -  LOLA
 GC2089  PID         -  GC2089
 GC2089  STATE/COUNTY-  TN/SUMNER
 GC2089  USGS QUAD   -  PETROLEUM (1994)
 GC2089
 GC2089                         *CURRENT SURVEY CONTROL
 GC2089  ___________________________________________________________________
 GC2089* NAD 83(1995)-  36 37 59.21674(N)    086 14 42.22057(W)     ADJUSTED  
 GC2089* NAVD 88     -       243.50   (+/-2cm)     798.9    (feet)  VERTCON   
 GC2089  ___________________________________________________________________
 GC2089  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GC2089  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2089
 GC2089  HORZ ORDER  -  SECOND
 GC2089  VERT ORDER  -  THIRD ? (See Below)
 GC2089
 GC2089.The horizontal coordinates were established by classical geodetic methods
 GC2089.and adjusted by the National Geodetic Survey in April 1999..
 GC2089
 GC2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2089.The vertical order pertains to the NGVD 29 superseded value.
 GC2089
 GC2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2089
 GC2089.The geoid height was determined by GEOID03.
 GC2089
 GC2089;                    North         East     Units Scale Factor Converg.
 GC2089;SPC TN       -   255,195.720   578,081.356   MT  1.00004556   -0 08 36.5
 GC2089;SPC TN       -   837,254.62  1,896,588.58   sFT  1.00004556   -0 08 36.5
 GC2089;SPC KY1Z     - 1,033,390.318 1,455,717.048   MT  1.00013810   -0 18 14.2
 GC2089;SPC KY1Z     - 3,390,381.40  4,775,965.01   sFT  1.00013810   -0 18 14.2
 GC2089;SPC KY S     -   533,384.122   455,722.286   MT  1.00001970   -0 18 00.8
 GC2089;SPC KY S     - 1,749,944.41  1,495,148.87   sFT  1.00001970   -0 18 00.8
 GC2089;UTM  16      - 4,054,439.296   567,493.396   MT  0.99965612   +0 27 01.7
 GC2089
 GC2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2089!SPC TN       -   0.99996644  x   1.00004556  =   1.00001200
 GC2089!SPC KY1Z     -   0.99996644  x   1.00013810  =   1.00010453
 GC2089!SPC KY S     -   0.99996644  x   1.00001970  =   0.99998614
 GC2089!UTM  16      -   0.99996644  x   0.99965612  =   0.99962257
 GC2089
 GC2089:                Primary Azimuth Mark                     Grid Az
 GC2089:SPC TN       -  LOLA AZ MK                               059 36 11.1
 GC2089:SPC KY1Z     -  LOLA AZ MK                               059 45 48.8
 GC2089:SPC KY S     -  LOLA AZ MK                               059 45 35.4
 GC2089:UTM  16      -  LOLA AZ MK                               059 00 32.9
 GC2089
 GC2089|---------------------------------------------------------------------|
 GC2089| PID    Reference Object                     Distance      Geod. Az  |
 GC2089|                                                           dddmmss.s |
 GC2089| CG6804 LOLA AZ MK                                         0592734.6 |
 GC2089| GC0083 LOLA RM 1                            27.176 METERS 12016     |
 GC2089| GC0085 LOLA RM 2                            28.148 METERS 18739     |
 GC2089|---------------------------------------------------------------------|
 GC2089
 GC2089                          SUPERSEDED SURVEY CONTROL
 GC2089
 GC2089  NAD 83(1995)-  36 37 59.21669(N)    086 14 42.22066(W) AD(       ) 2
 GC2089  NAD 83(1995)-  36 37 59.22621(N)    086 14 42.22410(W) AD(       ) 2
 GC2089  NAD 83(1986)-  36 37 59.22642(N)    086 14 42.22411(W) AD(       ) 2
 GC2089  NAD 27      -  36 37 59.07530(N)    086 14 42.26970(W) AD(       ) 2
 GC2089  NGVD 29 (07/19/86)  243.61   (m)          799.2    (f) LEVELING    3  
 GC2089
 GC2089.Superseded values are not recommended for survey control.
 GC2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2089.See file dsdata.txt to determine how the superseded data were derived.
 GC2089
 GC2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6749354439(NAD 83)
 GC2089_MARKER: DD = SURVEY DISK
 GC2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2089
 GC2089  HISTORY     - Date     Condition        Report By
 GC2089  HISTORY     - 1961     MONUMENTED       TNHD
 GC2089
 GC2089                          STATION DESCRIPTION
 GC2089
 GC2089'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2089'THE STATION IS LOCATED ABOUT 7.4 MILES NORTH OF WESTMORELAND.
 GC2089'
 GC2089'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2089'ROUTE 52 IN WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES
 GC2089'TO A ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A
 GC2089'ROAD RIGHT, EAST, ON A GRAVELED ROAD AND GO 0.4 MILE
 GC2089'TO THE STATION
 GC2089'ON THE LEFT AS DESCRIBED.
 GC2089'
 GC2089'THE STATION IS 81 FEET NORTH OF AN EAST-WEST FENCE, 32 FEET NORTHEAST
 GC2089'OF AN 8-INCH MAPLE TREE AND 1.5 FEET SOUTH OF A WITNESS POST.
 GC2089'UNDERGROUND AND SURFACE MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2089'DEPARTMENT DISKS, STAMPED LOLA 1961. THE UNDERGROUND MARK IS
 GC2089'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC2089'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2089'
 GC2089'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE, 16 FEET NORTHWEST OF
 GC2089'THE CENTER OF A GRAVELED ROAD AND 5 FEET EAST OF A FENCE POST. THE
 GC2089'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2089'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED LOLA RM-1
 GC2089'1961.
 GC2089'
 GC2089'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE, 15 FEET NORTHWEST OF
 GC2089'THE CENTER OF A GRAVELED ROAD AND 2.5 FEET EAST OF A FENCE POST. THE
 GC2089'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2089'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED LOLA RM-2
 GC2089'1961.
 GC2089'
 GC2089'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A DRIVEWAY, 5 FEET
 GC2089'SOUTH OF A 7-INCH LOCUST TREE AND 1.6 FEET EAST OF A WITNESS POST.
 GC2089'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2089'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2089'STAMPED LOLA AZI 1961.
 GC2089'
 GC2089'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE
 GC2089'GRAVELED ROAD FOR 0.75 MILE TO THE MARK ON THE RIGHT AS
 GC2089'DESCRIBED.
 GC2089'
 GC2089'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0083 ***********************************************************************
 GC0083  DESIGNATION -  LOLA RM 1
 GC0083  PID         -  GC0083
 GC0083  STATE/COUNTY-  TN/SUMNER
 GC0083  USGS QUAD   -  PETROLEUM (1994)
 GC0083
 GC0083                         *CURRENT SURVEY CONTROL
 GC0083  ___________________________________________________________________
 GC0083* NAD 83(1986)-  36 37 59.     (N)    086 14 43.     (W)     SCALED    
 GC0083* NAVD 88     -       242.250  (meters)     794.78   (feet)  ADJUSTED  
 GC0083  ___________________________________________________________________
 GC0083  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0083  DYNAMIC HT  -         242.057 (meters)     794.15  (feet)  COMP
 GC0083  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GC0083
 GC0083  VERT ORDER  -  SECOND    CLASS 0
 GC0083
 GC0083.The horizontal coordinates were scaled from a topographic map and have
 GC0083.an estimated accuracy of +/- 6 seconds.
 GC0083
 GC0083.The orthometric height was determined by differential leveling
 GC0083.and adjusted by the National Geodetic Survey in June 1991..
 GC0083
 GC0083.The geoid height was determined by GEOID03.
 GC0083
 GC0083.The dynamic height is computed by dividing the NAVD 88
 GC0083.geopotential number by the normal gravity value computed on the
 GC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0083.degrees latitude (g = 980.6199 gals.).
 GC0083
 GC0083.The modeled gravity was interpolated from observed gravity values.
 GC0083
 GC0083;                    North         East    Units  Estimated Accuracy
 GC0083;SPC TN       -   255,190.      578,060.      MT  (+/- 180 meters Scaled)
 GC0083
 GC0083                          SUPERSEDED SURVEY CONTROL
 GC0083
 GC0083  NGVD 29 (??/??/92)  242.358  (m)          795.14   (f) ADJ UNCH    2 0
 GC0083
 GC0083.Superseded values are not recommended for survey control.
 GC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0083.See file dsdata.txt to determine how the superseded data were derived.
 GC0083
 GC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674544(NAD 83)
 GC0083_MARKER: DR = REFERENCE MARK DISK
 GC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0083_STAMPING: LOLA RM-1 1961
 GC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0083+STABILITY: SURFACE MOTION
 GC0083
 GC0083  HISTORY     - Date     Condition        Report By
 GC0083  HISTORY     - 1961     MONUMENTED       TNHD
 GC0083
 GC0083                          STATION DESCRIPTION
 GC0083
 GC0083'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0083'7.4 MI N FROM WESTMORELAND.
 GC0083'THIS MARK IS LOCATED AT LOLA 1961 STATION SITE, 89.2 FEET
 GC0083'SOUTHEAST OF THE STATION MARK, 16 FEET NORTHWEST OF THE CENTER
 GC0083'OF A GRAVELED ROAD, 5 FEET EAST OF A FENCE POST, AND IN AN
 GC0083'EAST-WEST FENCE LINE.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0083'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0085 ***********************************************************************
 GC0085  DESIGNATION -  LOLA RM 2
 GC0085  PID         -  GC0085
 GC0085  STATE/COUNTY-  TN/SUMNER
 GC0085  USGS QUAD   -  PETROLEUM (1994)
 GC0085
 GC0085                         *CURRENT SURVEY CONTROL
 GC0085  ___________________________________________________________________
 GC0085* NAD 83(1986)-  36 37 59.     (N)    086 14 43.     (W)     SCALED    
 GC0085* NAVD 88     -       243.233  (meters)     798.01   (feet)  ADJUSTED  
 GC0085  ___________________________________________________________________
 GC0085  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0085  DYNAMIC HT  -         243.039 (meters)     797.37  (feet)  COMP
 GC0085  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GC0085
 GC0085  VERT ORDER  -  SECOND    CLASS 0
 GC0085
 GC0085.The horizontal coordinates were scaled from a topographic map and have
 GC0085.an estimated accuracy of +/- 6 seconds.
 GC0085
 GC0085.The orthometric height was determined by differential leveling
 GC0085.and adjusted by the National Geodetic Survey in June 1991..
 GC0085
 GC0085.The geoid height was determined by GEOID03.
 GC0085
 GC0085.The dynamic height is computed by dividing the NAVD 88
 GC0085.geopotential number by the normal gravity value computed on the
 GC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0085.degrees latitude (g = 980.6199 gals.).
 GC0085
 GC0085.The modeled gravity was interpolated from observed gravity values.
 GC0085
 GC0085;                    North         East    Units  Estimated Accuracy
 GC0085;SPC TN       -   255,190.      578,060.      MT  (+/- 180 meters Scaled)
 GC0085
 GC0085                          SUPERSEDED SURVEY CONTROL
 GC0085
 GC0085  NGVD 29 (??/??/92)  243.339  (m)          798.35   (f) ADJ UNCH    2 0
 GC0085
 GC0085.Superseded values are not recommended for survey control.
 GC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0085.See file dsdata.txt to determine how the superseded data were derived.
 GC0085
 GC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674544(NAD 83)
 GC0085_MARKER: DR = REFERENCE MARK DISK
 GC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0085_STAMPING: LOLA RM-2 1961
 GC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0085+STABILITY: SURFACE MOTION
 GC0085
 GC0085  HISTORY     - Date     Condition        Report By
 GC0085  HISTORY     - 1961     MONUMENTED       TNHD
 GC0085
 GC0085                          STATION DESCRIPTION
 GC0085
 GC0085'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0085'7.4 MI N FROM WESTMORELAND.
 GC0085'THIS MARK IS LOCATED AT THE LOLA 1961 STATION SITE, 92.3 FEET
 GC0085'SOUTH OF THE STATION MARK, 15 FEET NORTHWEST OF THE CENTER OF A
 GC0085'GRAVELED ROAD, 2.5 FEET EAST OF A FENCE POST, AND IN AN EAST-WEST
 GC0085'FENCE LINE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0085'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3534 ***********************************************************************
 GA3534  DESIGNATION -  LONE
 GA3534  PID         -  GA3534
 GA3534  STATE/COUNTY-  TN/UNION
 GA3534  USGS QUAD   -  POWDER SPRINGS (1988)
 GA3534
 GA3534                         *CURRENT SURVEY CONTROL
 GA3534  ___________________________________________________________________
 GA3534* NAD 83(1995)-  36 20 04.55306(N)    083 40 42.82871(W)     ADJUSTED  
 GA3534* NAVD 88     -       599.9    (meters)    1968.     (feet)  VERTCON   
 GA3534  ___________________________________________________________________
 GA3534  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 GA3534  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3534
 GA3534  HORZ ORDER  -  SECOND
 GA3534
 GA3534.The horizontal coordinates were established by classical geodetic methods
 GA3534.and adjusted by the National Geodetic Survey in April 1999..
 GA3534
 GA3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3534
 GA3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3534
 GA3534.The geoid height was determined by GEOID03.
 GA3534
 GA3534;                    North         East     Units Scale Factor Converg.
 GA3534;SPC TN       -   224,513.653   808,399.161   MT  0.99998647   +1 21 32.6
 GA3534;SPC TN       -   736,591.88  2,652,222.91   sFT  0.99998647   +1 21 32.6
 GA3534;UTM  17      - 4,024,392.368   259,585.033   MT  1.00031220   -1 35 16.1
 GA3534
 GA3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3534!SPC TN       -   0.99991068  x   0.99998647  =   0.99989715
 GA3534!UTM  17      -   0.99991068  x   1.00031220  =   1.00022285
 GA3534
 GA3534|---------------------------------------------------------------------|
 GA3534| PID    Reference Object                     Distance      Geod. Az  |
 GA3534|                                                           dddmmss.s |
 GA3534| DB9648 LONE RM 1                            21.420 METERS 19212     |
 GA3534| DB9649 LONE RM 2                            20.970 METERS 25607     |
 GA3534| DB9647 LONE AZ MK                                         3022823.0 |
 GA3534|---------------------------------------------------------------------|
 GA3534
 GA3534                          SUPERSEDED SURVEY CONTROL
 GA3534
 GA3534  NAD 83(1995)-  36 20 04.55661(N)    083 40 42.83057(W) AD(       ) 2
 GA3534  NAD 83(1995)-  36 20 04.55626(N)    083 40 42.82708(W) AD(       ) 2
 GA3534  NAD 83(1995)-  36 20 04.56129(N)    083 40 42.82972(W) AD(       ) 2
 GA3534  NAD 83(1986)-  36 20 04.56418(N)    083 40 42.82894(W) AD(       ) 2
 GA3534  NAD 27      -  36 20 04.26671(N)    083 40 43.15947(W) AD(       ) 2
 GA3534  NGVD 29 (07/19/86)  600.0    (m)         1968.     (f) VERT ANG       
 GA3534
 GA3534.Superseded values are not recommended for survey control.
 GA3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3534.See file dsdata.txt to determine how the superseded data were derived.
 GA3534
 GA3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5958524392(NAD 83)
 GA3534_MARKER: DD = SURVEY DISK
 GA3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3534
 GA3534  HISTORY     - Date     Condition        Report By
 GA3534  HISTORY     - 1964     MONUMENTED       TNHD
 GA3534
 GA3534                          STATION DESCRIPTION
 GA3534
 GA3534'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3534'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF MAYNARDVILLE.
 GA3534'
 GA3534'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 5.7
 GA3534'MILES NORTHEAST ON
 GA3534'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, TURN RIGHT
 GA3534'AND GO 1.9 MILES EAST TO A
 GA3534'T-INTERSECTION, TURN LEFT AND GO 1.2 MILES
 GA3534'NORTHEAST TO THE END OF THE PAVEMENT,
 GA3534'CONTINUE STRAIGHT AHEAD ON THE
 GA3534'GRAVELED ROAD FOR 1.3 MILES NORTHEAST TO A Y-FORK *,
 GA3534'TAKE THE RIGHT
 GA3534'FORK AND GO 0.3 MILE NORTHEAST TO ANOTHER Y-FORK, TAKE THE RIGHT FORK
 GA3534'AND GO 2.0 MILES
 GA3534'SOUTH AND THEN EAST TO THE TOP OF THE RIDGE AND THE
 GA3534'END OF THE ROAD WHICH ENCIRCLES A
 GA3534'MOUND CONSTRUCTED FOR A FIRE TOWER
 GA3534'AND THE STATION IN THE MIDDLE OF THE ROAD.
 GA3534'
 GA3534'THE STATION IS 36 FEET NORTH OF A 5-INCH TRIPLE-TRUNKED OAK TREE, 24
 GA3534'FEET SOUTHWEST OF A
 GA3534'19-INCH OAK TREE AND 13.2 FEET SOUTHEAST OF A WITNESS
 GA3534'POST.  THE SURFACE AND
 GA3534'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA3534'HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GA3534'ARE STAMPED LONE 1964.  THE
 GA3534'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA3534'THE SURFACE DISK
 GA3534'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3534'
 GA3534'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA3534'OF THE MOUND, 14 FEET
 GA3534'NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD,
 GA3534'13 FEET SOUTHWEST OF A 9-INCH
 GA3534'WILD CHERRY TREE, 9 FEET NORTHEAST OF A
 GA3534'10-INCH ELM TREE, 6 FEET NORTHWEST OF A 6-INCH
 GA3534'OAK TREE AND ABOUT 4
 GA3534'FEET ABOVE THE ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3534'DEPARTMENT DISK
 GA3534'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, 2 INCHES
 GA3534'BELOW THE SURFACE, AND
 GA3534'THE DISK IS STAMPED LONE RM-1 1964.
 GA3534'
 GA3534'REFERENCE MARK NO. 2 IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA3534'OF THE MOUND, 5 FEET
 GA3534'SOUTH OF A 3-INCH LOCUST TREE AND 4 FEET NORTHWEST OF
 GA3534'THE APPROXIMATE CENTER OF THE
 GA3534'TRACK ROAD.  IT IS A STANDARD TENNESSEE
 GA3534'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3534'FLUSH, CONCRETE
 GA3534'MONUMENT AND THE DISK IS STAMPED LONE RM- 2 1964.
 GA3534'
 GA3534'THE AZIMUTH MARK IS 21 FEET WEST OF THE APPROXIMATE CENTER OF A
 GA3534'GRAVELED ROAD, 15 FEET
 GA3534'SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 1.3 FEET
 GA3534'SOUTHEAST OF A WITNESS
 GA3534'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3534'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3534'FLUSH, CONCRETE MONUMENT AND
 GA3534'THE DISK IS STAMPED LONE AZI 1964.
 GA3534'
 GA3534'TO REACH THE AZIMUTH MARK, * TURN LEFT AND GO 0.5 MILE NORTH ON THE
 GA3534'GRAVELED ROAD TO A SIDE
 GA3534'ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1
 GA3534'MILE TO THE MARK ON THE LEFT AS
 GA3534'DESCRIBED.
 GA3534'
 GA3534'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA3534'
 GA3534'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2570 ***********************************************************************
 GC2570  DESIGNATION -  LONE OAK
 GC2570  PID         -  GC2570
 GC2570  STATE/COUNTY-  TN/MONTGOMERY
 GC2570  USGS QUAD   -  PALMYRA (1983)
 GC2570
 GC2570                         *CURRENT SURVEY CONTROL
 GC2570  ___________________________________________________________________
 GC2570* NAD 83(1995)-  36 23 57.46515(N)    087 23 16.15931(W)     ADJUSTED  
 GC2570* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2570  ___________________________________________________________________
 GC2570  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GC2570  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2570
 GC2570  HORZ ORDER  -  THIRD
 GC2570
 GC2570.The horizontal coordinates were established by classical geodetic methods
 GC2570.and adjusted by the National Geodetic Survey in April 1999..
 GC2570
 GC2570.The orthometric height was scaled from a topographic map.
 GC2570
 GC2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2570
 GC2570.The geoid height was determined by GEOID03.
 GC2570
 GC2570;                    North         East     Units Scale Factor Converg.
 GC2570;SPC TN       -   230,103.801   475,507.233   MT  0.99999697   -0 48 45.0
 GC2570;SPC TN       -   754,932.22  1,560,059.98   sFT  0.99999697   -0 48 45.0
 GC2570;UTM  16      - 4,028,307.525   465,223.495   MT  0.99961490   -0 13 48.5
 GC2570
 GC2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2570!SPC TN       -   0.99997071  x   0.99999697  =   0.99996768
 GC2570!UTM  16      -   0.99997071  x   0.99961490  =   0.99958563
 GC2570
 GC2570|---------------------------------------------------------------------|
 GC2570| PID    Reference Object                     Distance      Geod. Az  |
 GC2570|                                                           dddmmss.s |
 GC2570| CG6806 LONE OAK RM 1                        23.778 METERS 07442     |
 GC2570| CG6805 LONE OAK AZ MK                                     1560507.8 |
 GC2570| CG6807 LONE OAK RM 2                        26.538 METERS 17434     |
 GC2570|---------------------------------------------------------------------|
 GC2570
 GC2570                          SUPERSEDED SURVEY CONTROL
 GC2570
 GC2570  NAD 83(1995)-  36 23 57.46601(N)    087 23 16.16108(W) AD(       ) 3
 GC2570  NAD 83(1995)-  36 23 57.46899(N)    087 23 16.16308(W) AD(       ) 3
 GC2570  NAD 83(1986)-  36 23 57.47475(N)    087 23 16.16253(W) AD(       ) 3
 GC2570  NAD 27      -  36 23 57.28800(N)    087 23 16.12800(W) AD(       ) 3
 GC2570
 GC2570.Superseded values are not recommended for survey control.
 GC2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2570.See file dsdata.txt to determine how the superseded data were derived.
 GC2570
 GC2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6522328308(NAD 83)
 GC2570_MARKER: DS = TRIANGULATION STATION DISK
 GC2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2570
 GC2570  HISTORY     - Date     Condition        Report By
 GC2570  HISTORY     - 1953     MONUMENTED       CGS
 GC2570
 GC2570                          STATION DESCRIPTION
 GC2570
 GC2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2570'STATION IS LOCATED ON THE GROUNDS OF THE LONE OAK CENTRAL HIGH SCHOOL
 GC2570'ABOUT 9 MILES SOUTH OF CLARKSVILLE AND 0.1 MILE WEST OF STATE
 GC2570'HIGHWAY NOS. 13 AND 48. IT IS 175 FEET WEST OF THE NORTHWEST CORNER
 GC2570'OF THE SCHOOL BUILDING, 18 FEET SOUTHEAST OF A FENCE CORNER
 GC2570'AND 12 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 GC2570'DISK IS STAMPED LONE OAK 1953.
 GC2570'
 GC2570'REFERENCE MARK NO. 1 IS 15 FEET WEST OF A 24 INCH OAK TREE AND 1 FOOT
 GC2570'SOUTH OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2570'DISK IS STAMPED LONE OAK NO 1 1953.
 GC2570'
 GC2570'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE. THE MARK PROJECTS
 GC2570'ABOUT 2 INCHES AND THE DISK IS STAMPED LONE OAK NO 2 1953.
 GC2570'
 GC2570'AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 48, 2
 GC2570'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 GC2570'FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LONE
 GC2570'OAK 1953.
 GC2570'
 GC2570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS SCHOOL
 GC2570'GROUND TO A GRAVEL ROAD. TURN RIGHT ON GRAVEL ROAD AND GO
 GC2570'0.15 MILE TO STATE HIGHWAY NOS. 13 AND 48. TURN RIGHT ON HIGHWAY AND
 GC2570'GO SOUTH FOR 0.2 MILE TO THE JUNCTION OF THE HIGHWAYS.
 GC2570'CONTINUE ON HIGHWAY 48 FOR ABOUT 100 FEET TO THE MARK ON THE LEFT AS
 GC2570'DESCRIBED.
 GC2570'
 GC2570'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1051 ***********************************************************************
 GC1051  DESIGNATION -  LONG
 GC1051  PID         -  GC1051
 GC1051  STATE/COUNTY-  TN/ROBERTSON
 GC1051  USGS QUAD   -  PORTLAND (1981)
 GC1051
 GC1051                         *CURRENT SURVEY CONTROL
 GC1051  ___________________________________________________________________
 GC1051* NAD 83(1995)-  36 35 41.29902(N)    086 36 49.71418(W)     ADJUSTED  
 GC1051* NAVD 88     -       227.833  (meters)     747.48   (feet)  ADJUSTED  
 GC1051  ___________________________________________________________________
 GC1051  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GC1051  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1051  DYNAMIC HT  -         227.641 (meters)     746.85  (feet)  COMP
 GC1051  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GC1051
 GC1051  HORZ ORDER  -  THIRD
 GC1051  VERT ORDER  -  SECOND    CLASS 0
 GC1051
 GC1051.The horizontal coordinates were established by classical geodetic methods
 GC1051.and adjusted by the National Geodetic Survey in April 1999..
 GC1051
 GC1051.The orthometric height was determined by differential leveling
 GC1051.and adjusted by the National Geodetic Survey in June 1991..
 GC1051
 GC1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1051
 GC1051.The geoid height was determined by GEOID03.
 GC1051
 GC1051.The dynamic height is computed by dividing the NAVD 88
 GC1051.geopotential number by the normal gravity value computed on the
 GC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1051.degrees latitude (g = 980.6199 gals.).
 GC1051
 GC1051.The modeled gravity was interpolated from observed gravity values.
 GC1051
 GC1051;                    North         East     Units Scale Factor Converg.
 GC1051;SPC TN       -   251,089.019   545,073.605   MT  1.00003645   -0 21 33.7
 GC1051;SPC TN       -   823,781.22  1,788,295.65   sFT  1.00003645   -0 21 33.7
 GC1051;UTM  16      - 4,049,993.741   534,543.259   MT  0.99961470   +0 13 48.8
 GC1051
 GC1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1051!SPC TN       -   0.99996893  x   1.00003645  =   1.00000538
 GC1051!UTM  16      -   0.99996893  x   0.99961470  =   0.99958364
 GC1051
 GC1051|---------------------------------------------------------------------|
 GC1051| PID    Reference Object                     Distance      Geod. Az  |
 GC1051|                                                           dddmmss.s |
 GC1051| GC1052 LONG RM 1                            26.865 METERS 09113     |
 GC1051| GC1053 LONG AZ MK                          APPROX. 1.1 KM 1091058.8 |
 GC1051| CG6808 LONG AZ MK 2                                       2393618.8 |
 GC1051| GC1050 LONG RM 2                            24.085 METERS 29025     |
 GC1051|---------------------------------------------------------------------|
 GC1051
 GC1051                          SUPERSEDED SURVEY CONTROL
 GC1051
 GC1051  NAD 83(1995)-  36 35 41.29932(N)    086 36 49.71424(W) AD(       ) 3
 GC1051  NAD 83(1995)-  36 35 41.30679(N)    086 36 49.71873(W) AD(       ) 3
 GC1051  NAD 83(1986)-  36 35 41.30811(N)    086 36 49.71772(W) AD(       ) 3
 GC1051  NAD 27      -  36 35 41.16650(N)    086 36 49.73360(W) AD(       ) 3
 GC1051  NGVD 29 (??/??/92)  227.909  (m)          747.73   (f) ADJ UNCH    2 0
 GC1051
 GC1051.Superseded values are not recommended for survey control.
 GC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1051.See file dsdata.txt to determine how the superseded data were derived.
 GC1051
 GC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3454349994(NAD 83)
 GC1051_MARKER: DE = TRAVERSE STATION DISK
 GC1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1051_STAMPING: LONG 1959
 GC1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1051+STABILITY: SURFACE MOTION
 GC1051
 GC1051  HISTORY     - Date     Condition        Report By
 GC1051  HISTORY     - 1959     MONUMENTED       CGS
 GC1051  HISTORY     - 1968     GOOD             CGS
 GC1051  HISTORY     - 1968     GOOD             NGS
 GC1051
 GC1051                          STATION DESCRIPTION
 GC1051
 GC1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1051'THE STATION IS LOCATED IN THE NORTH EDGE OF A CULTIVATED FIELD OWNED
 GC1051'BY MR. T. L. LONG, ABOUT 5.5 MILES EAST OF ORLINDA, ABOUT
 GC1051'5.5 MILES WEST OF PORTLAND AND ABOUT 5.0 MILES SOUTHWEST OF
 GC1051'MITCHELLVILLE.
 GC1051'
 GC1051'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 31 W
 GC1051'AND STATE HIGHWAY NO. 109 NEAR THE
 GC1051'TENNESSEE-KENTUCKY STATE LINE, GO SOUTH ON U.S. HIGHWAY NO. 31 W FOR
 GC1051'3.5 MILES TO STATE HIGHWAY NO. 52 ON THE RIGHT AT RUBENSVILLE, TURN
 GC1051'RIGHT AND GO WEST ON STATE HIGHWAY NO. 52 FOR 0.55 MILE TO MR. T. L.
 GC1051'LONG HOME ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS
 GC1051'DESCRIBED, CONTINUE WEST ON STATE HIGHWAY NO. 52 FOR 0.8 MILE TO MR.
 GC1051'W. M. JOHNSON MAIL BOX ON THE RIGHT AND A DRIVEWAY, TURN RIGHT AND
 GC1051'GO ABOUT 100 YARDS TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 GC1051'GO EAST ALONG THE SOUTH SIDE OF A WIRE FENCE FOR ABOUT 150 FEET
 GC1051'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1051'
 GC1051'STATION MARK IS 18 FEET SOUTH OF THE CENTER OF THE DIM TRACK ROAD AND
 GC1051'24 FEET SOUTH OF A WIRE FENCE AND WITNESS SIGN.  THE MARK IS A
 GC1051'STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET 12
 GC1051'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LONG 1959.
 GC1051'
 GC1051'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC1051'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LONG 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE TRACK ROAD AND OLD WOODEN
 GC1051'GATE, 7 FEET WEST OF A 36 INCH OAK TREE AND IS ABOUT 3 FEET LOWER
 GC1051'THAN THE STATION. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC1051'GROUND AND IS STAMPED LONG NO 1 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE TRACK ROAD, 1 FOOT SOUTH
 GC1051'OF THE WIRE FENCE AND IS ABOUT 4 FEET LOWER THAN THE STATION. THE
 GC1051'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LONG
 GC1051'NO 2 1959.
 GC1051'
 GC1051'AZIMUTH MARK IS SET ACROSS THE ROAD FROM MR. T. L. LONG HOME, 44 FEET
 GC1051'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 52, 7 FEET EAST OF THE
 GC1051'FIELD ROAD, 5 FEET SOUTH OF A WITNESS SIGN AND 1 FOOT WEST OF A WIRE
 GC1051'FENCE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GC1051'STAMPED LONG 1959.
 GC1051'
 GC1051'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GC1051
 GC1051                          STATION RECOVERY (1968)
 GC1051
 GC1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC1051'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC1051'CONDITION. THE ORIGINAL AZIMUTH MARK IS NEAR A GRADE SEPARTION
 GC1051'AND INTERCHANGE OF STATE ROUTE 52 AND INTERSTATE ROUTE 65. IT MAY BE
 GC1051'NECESSARY TO LOWER THIS MARK IN THE FUTURE, BUT AS PRESENT
 GC1051'PLANS SHOW, THE MARK WILL BE SAFE. THIS IS A POSITIONED AZIMUTH MARK
 GC1051'AS WELL AS A BENCH MARK.  AFTER CONSTRUCTION IS COMPLETED, THIS
 GC1051'MARK MAY BE OBSTRUCTED FROM LINE OF SIGHT TO THE STATION. THEREFORE,
 GC1051'A NEW AZIMUTH MARK NO. 2 WAS ESTABLISHED. THE STATION WAS
 GC1051'OCCUPIED AND ALL MARKS OBSERVED UPON. A DISCREPANCY OF 0.04 OF A
 GC1051'FOOT WAS NOTED IN THE HORIZONTAL MEASUREMENT BETWEEN THE STATION AND
 GC1051'REFERENCE MARK NO. 1 AND 0.01 OF A FOOT BETWEEN THE STATION AND
 GC1051'REFERENCE MARK NO. 2.
 GC1051'
 GC1051'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GC1051'COMPLETELY ADEQUATE. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1051'
 GC1051'THE STATION IS LOCATED AT THE NORTH EDGE OF A CULTIVATED FIELD ON THE
 GC1051'PROPERTY OF MR. T. L. LONG, ABOUT 5-1/2 MILES EAST OF ORLINDA, 5-1/2
 GC1051'MILES WEST OF PORTLAND, 5 MILES SOUTHWEST OF MITCHELLVILLE, AND ABOUT
 GC1051'0.75 MILE WEST OF THE STATE ROUTE 52 AND INTERSTATE ROUTE 65
 GC1051'INTERCHANGE.
 GC1051'
 GC1051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC1051'ROUTE 109 AT THE TENNESSEE-KENTUCKY STATE LINE, GO SOUTHWESTERLY ON
 GC1051'U.S. HIGHWAY 31W FOR 3.25 MILES TO THE JUNCTION OF STATE ROUTE 52 IN
 GC1051'THE SMALL COMMUNITY OF RUEBENSVILLE. HERE TURN RIGHT AND
 GC1051'GO WESTERLY ON STATE ROUTE 52 FOR 0.55 MILE TO THE INTERSTATE ROUTE
 GC1051'65 INTERCHANGE AND LONG AZIMUTH MARK 1959 ON THE LEFT AS DESCRIBED.
 GC1051'HERE CONTINUE WESTERLY ON STATE ROUTE 52 FOR 0.75 MILE TO A FARM LANE
 GC1051'ON THE RIGHT, TURN RIGHT ON THIS FARM LANE AND GO NORTHERLY FOR
 GC1051'ABOUT 0.1 MILE TO A GROUP OF FARM BUILDINGS AND END OF TRUCK
 GC1051'TRAVEL. FROM THIS POINT PACK EASTERLY ALONG SOUTH SIDE OF A LANE
 GC1051'FENCE BETWEEN TWO FIELDS FOR ABOUT 200 FEET TO THE STATION AS
 GC1051'DESCRIBED.
 GC1051'
 GC1051'THE STATION IS 205 FEET EAST OF A T FENCE CORNER POST, 96 FEET WEST
 GC1051'OF A 36-INCH POST OAK TREE, 19 FEET SOUTH OF A 16-INCH SOURWOOD
 GC1051'TREE, 18.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN SET IN THE
 GC1051'NORTH LANE FENCE, AND 11 FEET SOUTH OF THE SOUTH LANE FENCE. IT IS
 GC1051'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC1051'MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GC1051'DISK IS STAMPED LONG 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 1 IS 8 FEET WEST OF A 36-INCH POST OAK TREE AND
 GC1051'0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE FENCE
 GC1051'ALONG THE SOUTH SIDE OF THE LANE. IT IS A STANDARD DISK SET IN THE
 GC1051'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1051'DISK IS STAMPED LONG NO 1 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 2 IS 128 FEET EAST OF A T FENCE CORNER POST, 7
 GC1051'FEET NORTH OF THE FENCE ALONG THE SOUTH SIDE OF THE LANE, AND 0.9
 GC1051'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE FENCE ALONG
 GC1051'THE NORTH SIDE OF THE LANE. IT IS A STANDARD DISK SET IN THE TOP
 GC1051'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1051'STAMPED LONG NO 2 1959.
 GC1051'
 GC1051'DUE TO TREES ON LINE THE REFERENCE MARKS COULD NOT BE MEASURED
 GC1051'BETWEEN.
 GC1051'
 GC1051'LONG 1959 AZIMUTH MARK IS 180 FEET NORTHWEST OF THE APPROXIMATE
 GC1051'CENTER OF THE SOUTH BOUND LANE OF INTERSTATE ROUTE 65, 175 FEET
 GC1051'SOUTHEAST OF THE APPROXIMATE CENTER OF THE ON RAMP FOR THE SOUTH
 GC1051'BOUND LANE OF THE INTERSTATE, 43 FEET SOUTH-SOUTHEAST OF THE
 GC1051'APPROXIMATE CENTER OF STATE ROUTE 52, AND 1.0 FOOT EAST OF A METAL
 GC1051'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 GC1051'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1051'LONG 1959.
 GC1051'
 GC1051'LONG 1959 NO 2 1968 AZIMUTH MARK IS 26 FEET WEST OF THE APPROXIMATE
 GC1051'CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND A DRIVEWAY, 13
 GC1051'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2 FEET
 GC1051'SE OF A FENCE, AND 1.0 FOOT EAST-NORTHEAST OF A METAL
 GC1051'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC1051'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 GC1051'DISK IS STAMPED LONG 1959 NO 2 1968.
 GC1051'
 GC1051'TO REACH THE NO. 2 AZIMUTH MARK FROM THE END OF THE TRUCK TRAVEL AT
 GC1051'THE STATION SITE, GO SOUTHERLY ON THE FARM LANE FOR ABOUT 0.1 OF A
 GC1051'MILE TO STATE ROUTE 52. HERE TURN RIGHT AND GO WESTERLY ON STATE
 GC1051'ROUTE 52 FOR 0.1 MILE TO A GRAVELED T ROAD LEFT, TURN LEFT AND GO
 GC1051'SOUTHERLY ON THIS GRAVELED ROAD FOR 0.25 OF A MILE TO A FARM HOUSE ON
 GC1051'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC1051'
 GC1051'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS EXCEPT LONG 1959 NO 2
 GC1051'1968 AZIMUTH MARK.
 GC1051'
 GC1051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES SW
 GC1051'OF MITCHELLVILLE.
 GC1051
 GC1051                          STATION RECOVERY (1968)
 GC1051
 GC1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1051'5 MI SW FROM MITCHELLVILLE.
 GC1051'THIS MARK RECOVERED IN EXCELLENT CONDITION.  TO REACH FROM THE
 GC1051'JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 109 AT THE
 GC1051'TENNESSEE-KENTUCKY COUNTY LINE, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GC1051'31W FOR 3.25 MILES TO THE JUNCTION OF STATE ROUTE 52.  HERE TURN
 GC1051'RIGHT AND GO WESTERLY ON STATE ROUTE 52, CROSSING OVER
 GC1051'INTERSTATE ROUTE 65, FOR 1.3 MILES TO A FARM LANE ON THE RIGHT,
 GC1051'TURN RIGHT AND GO NORTHERLY ON THE FARM LANE FOR 0.1 MILE TO A
 GC1051'GROUP OF FARM BUILDINGS AND END OF TRUCK TRAVEL.  FROM THIS
 GC1051'POINT PACK EASTERLY ALONG THE SOUTH SIDE OF A LANE FENCE
 GC1051'BETWEEN TWO FIELDS FOR ABOUT 200 FEET TO THE LONG 1959 TRAVERSE
 GC1051'STATION SITE AND THE MARK.  IT IS 205 FEET EAST OF A T FENCE
 GC1051'CORNER POST, 96 FEET WEST OF A 36-INCH POST OAK TREE, 88.14 FEET
 GC1051'WEST OF REFERENCE MARK NO. 1, 79.02 FEET EAST-SOUTHEAST OF
 GC1051'REFERENCE MARK NO. 2, 19 FEET SOUTH OF A 16-INCH SOURWOOD TREE,
 GC1051'18.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 11 FEET
 GC1051'SOUTH OF THE SOUTH LANE FENCE.  IT IS A STANDARD TRAVERSE
 GC1051'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC1051'MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GC1051'DISK IS STAMPED LONG 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1053 ***********************************************************************
 GC1053  DESIGNATION -  LONG AZ MK
 GC1053  PID         -  GC1053
 GC1053  STATE/COUNTY-  TN/ROBERTSON
 GC1053  USGS QUAD   -  PORTLAND (1981)
 GC1053
 GC1053                         *CURRENT SURVEY CONTROL
 GC1053  ___________________________________________________________________
 GC1053* NAD 83(1995)-  36 35 29.05519(N)    086 36 06.07954(W)     ADJUSTED  
 GC1053* NAVD 88     -       222.625  (meters)     730.40   (feet)  ADJUSTED  
 GC1053  ___________________________________________________________________
 GC1053  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 GC1053  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC1053  DYNAMIC HT  -         222.438 (meters)     729.78  (feet)  COMP
 GC1053  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GC1053
 GC1053  HORZ ORDER  -  SECOND
 GC1053  VERT ORDER  -  SECOND    CLASS 0
 GC1053
 GC1053.The horizontal coordinates were established by classical geodetic methods
 GC1053.and adjusted by the National Geodetic Survey in April 1999..
 GC1053
 GC1053.The orthometric height was determined by differential leveling
 GC1053.and adjusted by the National Geodetic Survey in June 1991..
 GC1053
 GC1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1053
 GC1053.The geoid height was determined by GEOID03.
 GC1053
 GC1053.The dynamic height is computed by dividing the NAVD 88
 GC1053.geopotential number by the normal gravity value computed on the
 GC1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1053.degrees latitude (g = 980.6199 gals.).
 GC1053
 GC1053.The modeled gravity was interpolated from observed gravity values.
 GC1053
 GC1053;                    North         East     Units Scale Factor Converg.
 GC1053;SPC TN       -   250,704.861   546,155.888   MT  1.00003566   -0 21 08.1
 GC1053;SPC TN       -   822,520.86  1,791,846.44   sFT  1.00003566   -0 21 08.1
 GC1053;UTM  16      - 4,049,620.898   535,628.981   MT  0.99961564   +0 14 14.8
 GC1053
 GC1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1053!SPC TN       -   0.99996974  x   1.00003566  =   1.00000540
 GC1053!UTM  16      -   0.99996974  x   0.99961564  =   0.99958539
 GC1053
 GC1053:                Primary Azimuth Mark                     Grid Az
 GC1053:SPC TN       -  LONG                                     289 32 32.9
 GC1053:UTM  16      -  LONG                                     288 57 10.0
 GC1053
 GC1053|---------------------------------------------------------------------|
 GC1053| PID    Reference Object                     Distance      Geod. Az  |
 GC1053|                                                           dddmmss.s |
 GC1053| GC1051 LONG                                APPROX. 1.1 KM 2891124.8 |
 GC1053|---------------------------------------------------------------------|
 GC1053
 GC1053                          SUPERSEDED SURVEY CONTROL
 GC1053
 GC1053  NAD 83(1995)-  36 35 29.05544(N)    086 36 06.07965(W) AD(       ) 2
 GC1053  NAD 83(1995)-  36 35 29.06301(N)    086 36 06.08384(W) AD(       ) 2
 GC1053  NAD 83(1986)-  36 35 29.06427(N)    086 36 06.08303(W) AD(       ) 2
 GC1053  NAD 27      -  36 35 28.92100(N)    086 36 06.09890(W) AD(       ) 2
 GC1053  NGVD 29 (??/??/92)  222.702  (m)          730.65   (f) ADJ UNCH    2 0
 GC1053
 GC1053.Superseded values are not recommended for survey control.
 GC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1053.See file dsdata.txt to determine how the superseded data were derived.
 GC1053
 GC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3562949621(NAD 83)
 GC1053_MARKER: DZ = AZIMUTH MARK DISK
 GC1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1053_STAMPING: LONG 1959
 GC1053_MARK LOGO: CGS   
 GC1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1053+STABILITY: SURFACE MOTION
 GC1053
 GC1053  HISTORY     - Date     Condition        Report By
 GC1053  HISTORY     - 1959     MONUMENTED       CGS
 GC1053  HISTORY     - 1968     GOOD             NGS
 GC1053
 GC1053                          STATION DESCRIPTION
 GC1053
 GC1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1053'4.5 MI SW FROM MITCHELLVILLE.
 GC1053'THIS MARK RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 GC1053'JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 109 AT THE
 GC1053'TENNESSEE-KENTUCKY STATE LINE, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GC1053'31W FOR 3.25 MILS TO THE JUNCTION OF STATE ROUTE 52.  HERE TURN
 GC1053'RIGHT AND GO WESTERLY ON STATE ROUTE 52 FOR 0.55 MILE TO THE
 GC1053'INTERSTATE ROUTE 65 INTERCHANGE AND THE MARK ON THE LEFT AS
 GC1053'DESCRIBED.  IT IS ABOUT 0.75 MILE EAST-SOUTHEAST OF THE LONG
 GC1053'1959 TRAVERSE STATION SITE, 180 FEET NORTHWEST OF THE
 GC1053'APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE ROUTE
 GC1053'65, 175 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE ON RAMP
 GC1053'FOR THE SOUTH BOUND LANE OF THE INTERSTATE, 43 FEET
 GC1053'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 52, AND
 GC1053'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC1053'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1053'MONUMENT AND THE DISK IS STAMPED LONG 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1052 ***********************************************************************
 GC1052  DESIGNATION -  LONG RM 1
 GC1052  PID         -  GC1052
 GC1052  STATE/COUNTY-  TN/ROBERTSON
 GC1052  USGS QUAD   -  PORTLAND (1981)
 GC1052
 GC1052                         *CURRENT SURVEY CONTROL
 GC1052  ___________________________________________________________________
 GC1052* NAD 83(1986)-  36 35 41.     (N)    086 36 49.     (W)     SCALED    
 GC1052* NAVD 88     -       226.934  (meters)     744.53   (feet)  ADJUSTED  
 GC1052  ___________________________________________________________________
 GC1052  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1052  DYNAMIC HT  -         226.743 (meters)     743.91  (feet)  COMP
 GC1052  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GC1052
 GC1052  VERT ORDER  -  SECOND    CLASS 0
 GC1052
 GC1052.The horizontal coordinates were scaled from a topographic map and have
 GC1052.an estimated accuracy of +/- 6 seconds.
 GC1052
 GC1052.The orthometric height was determined by differential leveling
 GC1052.and adjusted by the National Geodetic Survey in June 1991..
 GC1052
 GC1052.The geoid height was determined by GEOID03.
 GC1052
 GC1052.The dynamic height is computed by dividing the NAVD 88
 GC1052.geopotential number by the normal gravity value computed on the
 GC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1052.degrees latitude (g = 980.6199 gals.).
 GC1052
 GC1052.The modeled gravity was interpolated from observed gravity values.
 GC1052
 GC1052;                    North         East    Units  Estimated Accuracy
 GC1052;SPC TN       -   251,080.      545,090.      MT  (+/- 180 meters Scaled)
 GC1052
 GC1052                          SUPERSEDED SURVEY CONTROL
 GC1052
 GC1052  NGVD 29 (??/??/92)  227.010  (m)          744.78   (f) ADJ UNCH    2 0
 GC1052
 GC1052.Superseded values are not recommended for survey control.
 GC1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1052.See file dsdata.txt to determine how the superseded data were derived.
 GC1052
 GC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF345499(NAD 83)
 GC1052_MARKER: DR = REFERENCE MARK DISK
 GC1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1052_STAMPING: LONG NO 1 1959
 GC1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1052+STABILITY: SURFACE MOTION
 GC1052
 GC1052  HISTORY     - Date     Condition        Report By
 GC1052  HISTORY     - 1959     MONUMENTED       CGS
 GC1052  HISTORY     - 1968     GOOD             NGS
 GC1052
 GC1052                          STATION DESCRIPTION
 GC1052
 GC1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1052'5 MI SW FROM MITCHELLVILLE.
 GC1052'THIS MARK WAS RECOVERED IN EXCELLENT CONDITION.  THE MARK IS AT
 GC1052'THE LONG 1959 TRAVERSE STATION SITE, 88.14 FEET EAST OF THE
 GC1052'STATION MARK, 8 FEET WEST OF A 36-INCH POST OAK TREE AND 0.8 OF A
 GC1052'FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE FENCE ALONG
 GC1052'THE SOUTH SIDE OF A LANE.  IT IS A STANDARD REFERENCE MARK DISK
 GC1052'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC1052'AND THE DISK IS STAMPED LONG NO 1 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1050 ***********************************************************************
 GC1050  DESIGNATION -  LONG RM 2
 GC1050  PID         -  GC1050
 GC1050  STATE/COUNTY-  TN/ROBERTSON
 GC1050  USGS QUAD   -  PORTLAND (1981)
 GC1050
 GC1050                         *CURRENT SURVEY CONTROL
 GC1050  ___________________________________________________________________
 GC1050* NAD 83(1986)-  36 35 41.     (N)    086 36 49.     (W)     SCALED    
 GC1050* NAVD 88     -       226.724  (meters)     743.84   (feet)  ADJUSTED  
 GC1050  ___________________________________________________________________
 GC1050  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1050  DYNAMIC HT  -         226.533 (meters)     743.22  (feet)  COMP
 GC1050  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GC1050
 GC1050  VERT ORDER  -  SECOND    CLASS 0
 GC1050
 GC1050.The horizontal coordinates were scaled from a topographic map and have
 GC1050.an estimated accuracy of +/- 6 seconds.
 GC1050
 GC1050.The orthometric height was determined by differential leveling
 GC1050.and adjusted by the National Geodetic Survey in June 1991..
 GC1050
 GC1050.The geoid height was determined by GEOID03.
 GC1050
 GC1050.The dynamic height is computed by dividing the NAVD 88
 GC1050.geopotential number by the normal gravity value computed on the
 GC1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1050.degrees latitude (g = 980.6199 gals.).
 GC1050
 GC1050.The modeled gravity was interpolated from observed gravity values.
 GC1050
 GC1050;                    North         East    Units  Estimated Accuracy
 GC1050;SPC TN       -   251,080.      545,090.      MT  (+/- 180 meters Scaled)
 GC1050
 GC1050                          SUPERSEDED SURVEY CONTROL
 GC1050
 GC1050  NGVD 29 (??/??/92)  226.800  (m)          744.09   (f) ADJ UNCH    2 0
 GC1050
 GC1050.Superseded values are not recommended for survey control.
 GC1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1050.See file dsdata.txt to determine how the superseded data were derived.
 GC1050
 GC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF345499(NAD 83)
 GC1050_MARKER: DR = REFERENCE MARK DISK
 GC1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1050_STAMPING: LONG NO 2 1959
 GC1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1050+STABILITY: SURFACE MOTION
 GC1050
 GC1050  HISTORY     - Date     Condition        Report By
 GC1050  HISTORY     - 1959     MONUMENTED       CGS
 GC1050  HISTORY     - 1968     GOOD             NGS
 GC1050
 GC1050                          STATION DESCRIPTION
 GC1050
 GC1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1050'5 MI SW FROM MITCHELLVILLE.
 GC1050'THIS MARK RECOVERED IN EXCELLENT CONDITION.  THE MARK IS AT THE
 GC1050'LONG 1959 TRAVERSE STATION SITE, 128 FEET EAST OF A T FENCE
 GC1050'CORNER POST, 79.02 FEET WEST-NORTHWEST OF THE STATION MARK, 7
 GC1050'FEET NORTH OF THE FENCE ALONG THE SOUTH SIDE OF THE LANE, AND
 GC1050'0.9 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE
 GC1050'FENCE ALONG THE NORTH SIDE OF THE LANE.  IT IS A STANDARD
 GC1050'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1050'CONCRETE MONUMENT AND THE DISK IS STAMPED LONG NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1312 ***********************************************************************
 FE1312  DESIGNATION -  LONGTOWN
 FE1312  PID         -  FE1312
 FE1312  STATE/COUNTY-  TN/FAYETTE
 FE1312  USGS QUAD   -  GALLAWAY (1981)
 FE1312
 FE1312                         *CURRENT SURVEY CONTROL
 FE1312  ___________________________________________________________________
 FE1312* NAD 83(1995)-  35 20 47.11492(N)    089 30 57.52371(W)     ADJUSTED  
 FE1312* NAVD 88     -       107.282  (meters)     351.97   (feet)  ADJUSTED  
 FE1312  ___________________________________________________________________
 FE1312  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FE1312  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1312  DYNAMIC HT  -         107.186 (meters)     351.66  (feet)  COMP
 FE1312  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE1312
 FE1312  HORZ ORDER  -  SECOND
 FE1312  VERT ORDER  -  SECOND    CLASS 0
 FE1312
 FE1312.The horizontal coordinates were established by classical geodetic methods
 FE1312.and adjusted by the National Geodetic Survey in April 1999..
 FE1312
 FE1312.The orthometric height was determined by differential leveling
 FE1312.and adjusted by the National Geodetic Survey in June 1991..
 FE1312
 FE1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1312
 FE1312.The geoid height was determined by GEOID03.
 FE1312
 FE1312.The dynamic height is computed by dividing the NAVD 88
 FE1312.geopotential number by the normal gravity value computed on the
 FE1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1312.degrees latitude (g = 980.6199 gals.).
 FE1312
 FE1312.The modeled gravity was interpolated from observed gravity values.
 FE1312
 FE1312;                    North         East     Units Scale Factor Converg.
 FE1312;SPC TN       -   118,142.349   280,465.062   MT  0.99998438   -2 03 30.2
 FE1312;SPC TN       -   387,605.36    920,159.12   sFT  0.99998438   -2 03 30.2
 FE1312;UTM  16      - 3,914,366.195   271,360.072   MT  1.00024428   -1 27 22.2
 FE1312
 FE1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1312!SPC TN       -   0.99998747  x   0.99998438  =   0.99997185
 FE1312!UTM  16      -   0.99998747  x   1.00024428  =   1.00023175
 FE1312
 FE1312|---------------------------------------------------------------------|
 FE1312| PID    Reference Object                     Distance      Geod. Az  |
 FE1312|                                                           dddmmss.s |
 FE1312| FE1164 T 73                                 18.900 METERS 02500     |
 FE1312| FE1311 LONGTOWN RM 1                        25.214 METERS 29703     |
 FE1312| FE2528 LONGTOWN AZ MK                      APPROX. 1.2 KM 3152113.1 |
 FE1312| FE2520 MASON MUNICIPAL TANK                APPROX. 7.4 KM 3471535.8 |
 FE1312|---------------------------------------------------------------------|
 FE1312
 FE1312                          SUPERSEDED SURVEY CONTROL
 FE1312
 FE1312  NAD 83(1995)-  35 20 47.12068(N)    089 30 57.52450(W) AD(       ) 2
 FE1312  NAD 83(1995)-  35 20 47.12067(N)    089 30 57.52452(W) AD(       ) 2
 FE1312  NAD 83(1986)-  35 20 47.12677(N)    089 30 57.52429(W) AD(       ) 2
 FE1312  NAD 27      -  35 20 46.82360(N)    089 30 57.25130(W) AD(       ) 2
 FE1312  NGVD 29 (??/??/??)  107.260  (m)          351.90   (f) ADJUSTED    2 0
 FE1312
 FE1312.Superseded values are not recommended for survey control.
 FE1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1312.See file dsdata.txt to determine how the superseded data were derived.
 FE1312
 FE1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7136014366(NAD 83)
 FE1312_MARKER: DS = TRIANGULATION STATION DISK
 FE1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1312_STAMPING: LONGTOWN 1958
 FE1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1312+STABILITY: SURFACE MOTION
 FE1312
 FE1312  HISTORY     - Date     Condition        Report By
 FE1312  HISTORY     - 1958     MONUMENTED       CGS
 FE1312  HISTORY     - 1958     GOOD             CGS
 FE1312  HISTORY     - 1958     GOOD             CGS
 FE1312
 FE1312                          STATION DESCRIPTION
 FE1312
 FE1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1312'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF MASON,
 FE1312'ABOUT 9 MILES NORTHEAST OF ARLINGTON AND ON THE PROPERTY OF DR.
 FE1312'W.W. WILDER WHOSE OFFICE IS IN SOMERVILLE.  IT IS 92 FEET SOUTH OF
 FE1312'THE CENTERLINE OF STATE HIGHWAY 59, 44 FEET NORTHEAST OF A 48 INCH
 FE1312'OAK TREE, 25 FEET WEST OF A WIRE FENCE AND 62 FEET SOUTH OF A WHITE
 FE1312'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE1312'LONGTOWN 1958.
 FE1312'
 FE1312'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE1312'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE1312'AND 59 FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 FE1312'ON STATE HIGHWAY 59 FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FE1312'SOUTHWEST, SIDE OF THE ROAD.  CONTINUE AHEAD ON HIGHWAY 59 FOR 0.75
 FE1312'MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 FE1312'
 FE1312'REFERENCE MARK 1 IS 80 FEET SOUTH OF A BOARD FENCE, 78 FEET NORTH OF
 FE1312'THE NORTHEAST CORNER OF A LARGE FRAME HOUSE AND 26 FEET NORTH OF A
 FE1312'30 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE1312'LONGTOWN NO 1 1958.
 FE1312'
 FE1312'BENCH MARK T 73 1935 WAS USED AS REFERENCE MARK 2.  IT IS 52 FEET
 FE1312'WEST OF THE CENTERLINE OF A DRIVEWAY, 30 FEET SOUTH OF THE CENTERLINE
 FE1312'OF STATE HIGHWAY 59, 1 FOOT SOUTH OF A BOARD FENCE AND 1 FOOT EAST OF
 FE1312'A WHITE WITNESS POST.  THE MOUNMENT IS A 6X6 INCH CONCRETE POST
 FE1312'PROJECTING 4 INCHES AND THE DISK IS A STANDARD U.S.C. AND G.S. BENCH
 FE1312'MARK DISK STAMPED T 73 1935.
 FE1312'
 FE1312'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE1312'HIGHWAY 59, 14 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE1312'DRIVEWAY AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE1312'FLUSH AND THE DISK IS STAMPED LONGTOWN 1958.
 FE1312'
 FE1312'HEIGHT OF LIGHT ABOVE STATION MARK 28 METERS.
 FE1312
 FE1312                          STATION RECOVERY (1958)
 FE1312
 FE1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1312'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE1312'HOWEVER A NEW HOME HAS BEEN BUILT AT THE STATION SITE AND THE OLD
 FE1312'DESCRIPTION IS NO LONGER ADEQUATE.  THE STATION MARK AND REFERENCE
 FE1312'MARK NO. 1 SHOW EVIDENCE OF HAVING BEEN STRUCK BY SOME TYPE OF
 FE1312'MACHINERY WHEN THE GROUNDS WERE LANDSCAPED AND A SLIGHT DISCREPANCY
 FE1312'WAS FOUND IN THE MEASUREMENT AND DIRECTIONS OF REFERENCE MARK
 FE1312'NO. 1 AND BENCH MARK T 73 1935.
 FE1312'
 FE1312'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1312'
 FE1312'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ARLINGTON AND 4-1/2
 FE1312'MILES SOUTH-SOUTHEAST OF MASON ON PROPERTY OWNED BY W.W. WILDER
 FE1312'OF SOMERVILLE, TENNESSEE.  IT IS IN A LAWN 92.0 FEET SOUTH OF THE
 FE1312'CENTER OF STATE HIGHWAY 59, 44.0 FEET NORTHEAST OF A LARGE OAK
 FE1312'TREE, 38.0 FEET EAST OF THE CENTER OF A GRAVEL DRIVE AND 34.0 FEET
 FE1312'WEST OF THE CENTER OF A GRAVEL DRIVE.  THE STATION MARK IS SET FLUSH
 FE1312'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LONGTOWN 1958.
 FE1312'
 FE1312'REFERENCE MARK NO. 1 IS IN THE LAWN 45.0 FEET WEST OF THE CENTER OF A
 FE1312'GRAVEL DRIVE AND 26.0 FEET NORTH OF A LARGE CEDAR TREE.  THE MARK IS
 FE1312'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FE1312'LONGTOWN NO 1 1958.
 FE1312'
 FE1312'BENCH MARK T 73 1935 WAS USED AS REFERENCE MARK NO. 2.  IT IS IN THE
 FE1312'LAWN 30.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 59 AND 14.0 FEET
 FE1312'EAST OF THE CENTER OF A GRAVEL DRIVE.  IT IS A STANDARD COAST AND
 FE1312'GEODETIC SURVEY BENCH MARK DISK SET IN A 6 INCH BY 6 INCH CONCRETE
 FE1312'POST THAT PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1312'AND IS STAMPED T 73 1935.
 FE1312'
 FE1312'THE AZIMUTH MARK IS ABOUT 0.75 OF A MILE NORTHWEST OF THE STATION,
 FE1312'28.0 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 59, 14.0 FEET
 FE1312'NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND 4.0 FEET SOUTH OF A
 FE1312'WITNESS POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1312'GROUND AND THE DISK IS STAMPED LONGTOWN 1958.
 FE1312'
 FE1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 79 AND
 FE1312'STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON U.S.  HIGHWAY 70, 79
 FE1312'AND STATE HIGHWAY 59 FOR 3.0 MILES TO WHERE STATE HIGHWAY 59 TURNS TO
 FE1312'THE LEFT.  TURN LEFT ON STATE HIGHWAY 59 AND GO SOUTHEAST FOR
 FE1312'3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FE1312'SOUTHEASTERLY ON STATE HIGHWAY 59 FOR 0.75 MILE TO A LARGE BRICK
 FE1312'HOME ON THE RIGHT AND THE STATION IN THE FRONT LAWN AS DESCRIBED.
 FE1312
 FE1312                          STATION RECOVERY (1958)
 FE1312
 FE1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1312'3.7 MI SE FROM BRADEN.
 FE1312'3.7 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L AND N. RR CROSSING
 FE1312'AT BRADEN, 92 FT. SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59,
 FE1312'44 FT. NORTHEAST OF A 48 INCH OAK TREE, 25 FT. WEST OF A WIRE
 FE1312'FENCE, 62 FT. SOUTH OF A WHITE WITNESS POST, A C AND GS
 FE1312'TRIANGULATION DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH
 FE1312'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2528 ***********************************************************************
 FE2528  DESIGNATION -  LONGTOWN AZ MK
 FE2528  PID         -  FE2528
 FE2528  STATE/COUNTY-  TN/FAYETTE
 FE2528  USGS QUAD   -  GALLAWAY (1981)
 FE2528
 FE2528                         *CURRENT SURVEY CONTROL
 FE2528  ___________________________________________________________________
 FE2528* NAD 83(1995)-  35 21 15.08703(N)    089 31 31.25006(W)     ADJUSTED  
 FE2528* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 FE2528  ___________________________________________________________________
 FE2528  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FE2528  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2528
 FE2528  HORZ ORDER  -  SECOND
 FE2528
 FE2528.The horizontal coordinates were established by classical geodetic methods
 FE2528.and adjusted by the National Geodetic Survey in April 1999..
 FE2528
 FE2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2528
 FE2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2528
 FE2528.The geoid height was determined by GEOID03.
 FE2528
 FE2528;                    North         East     Units Scale Factor Converg.
 FE2528;SPC TN       -   119,034.466   279,645.065   MT  0.99998325   -2 03 50.0
 FE2528;SPC TN       -   390,532.24    917,468.85   sFT  0.99998325   -2 03 50.0
 FE2528;UTM  16      - 3,915,249.878   270,530.528   MT  1.00024896   -1 27 42.8
 FE2528
 FE2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2528!SPC TN       -   0.99998892  x   0.99998325  =   0.99997217
 FE2528!UTM  16      -   0.99998892  x   1.00024896  =   1.00023788
 FE2528
 FE2528                          SUPERSEDED SURVEY CONTROL
 FE2528
 FE2528  NAD 83(1995)-  35 21 15.09287(N)    089 31 31.25097(W) AD(       ) 2
 FE2528  NAD 83(1986)-  35 21 15.09896(N)    089 31 31.25074(W) AD(       ) 2
 FE2528  NAD 27      -  35 21 14.79460(N)    089 31 30.97530(W) AD(       ) 2
 FE2528  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG       
 FE2528
 FE2528.Superseded values are not recommended for survey control.
 FE2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2528.See file dsdata.txt to determine how the superseded data were derived.
 FE2528
 FE2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7053115250(NAD 83)
 FE2528_MARKER: DZ = AZIMUTH MARK DISK
 FE2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2528+STABILITY: SURFACE MOTION
 FE2528
 FE2528  HISTORY     - Date     Condition        Report By
 FE2528  HISTORY     - 1958     MONUMENTED       CGS
 FE2528
 FE2528                          STATION DESCRIPTION
 FE2528
 FE2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE2528'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE2528'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE2528'AND 59 FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 FE2528'ON STATE HIGHWAY 59 FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FE2528'SOUTHWEST, SIDE OF THE ROAD.
 FE2528'
 FE2528'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE2528'HIGHWAY 59, 14 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2528'DRIVEWAY AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2528'FLUSH AND THE DISK IS STAMPED LONGTOWN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1311 ***********************************************************************
 FE1311  DESIGNATION -  LONGTOWN RM 1
 FE1311  PID         -  FE1311
 FE1311  STATE/COUNTY-  TN/FAYETTE
 FE1311  USGS QUAD   -  GALLAWAY (1981)
 FE1311
 FE1311                         *CURRENT SURVEY CONTROL
 FE1311  ___________________________________________________________________
 FE1311* NAD 83(1986)-  35 20 46.     (N)    089 30 57.     (W)     SCALED    
 FE1311* NAVD 88     -       107.624  (meters)     353.10   (feet)  ADJUSTED  
 FE1311  ___________________________________________________________________
 FE1311  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1311  DYNAMIC HT  -         107.528 (meters)     352.78  (feet)  COMP
 FE1311  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE1311
 FE1311  VERT ORDER  -  SECOND    CLASS 0
 FE1311
 FE1311.The horizontal coordinates were scaled from a topographic map and have
 FE1311.an estimated accuracy of +/- 6 seconds.
 FE1311
 FE1311.The orthometric height was determined by differential leveling
 FE1311.and adjusted by the National Geodetic Survey in June 1991..
 FE1311
 FE1311.The geoid height was determined by GEOID03.
 FE1311
 FE1311.The dynamic height is computed by dividing the NAVD 88
 FE1311.geopotential number by the normal gravity value computed on the
 FE1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1311.degrees latitude (g = 980.6199 gals.).
 FE1311
 FE1311.The modeled gravity was interpolated from observed gravity values.
 FE1311
 FE1311;                    North         East    Units  Estimated Accuracy
 FE1311;SPC TN       -   118,110.      280,480.      MT  (+/- 180 meters Scaled)
 FE1311
 FE1311                          SUPERSEDED SURVEY CONTROL
 FE1311
 FE1311  NGVD 29 (??/??/??)  107.602  (m)          353.02   (f) ADJUSTED    2 0
 FE1311
 FE1311.Superseded values are not recommended for survey control.
 FE1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1311.See file dsdata.txt to determine how the superseded data were derived.
 FE1311
 FE1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE713143(NAD 83)
 FE1311_MARKER: DR = REFERENCE MARK DISK
 FE1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1311_STAMPING: LONGTOWN NO 1958
 FE1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1311+STABILITY: SURFACE MOTION
 FE1311
 FE1311  HISTORY     - Date     Condition        Report By
 FE1311  HISTORY     - 1958     MONUMENTED       CGS
 FE1311  HISTORY     - 1958     GOOD             CGS
 FE1311
 FE1311                          STATION DESCRIPTION
 FE1311
 FE1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1311'3.7 MI SE FROM BRADEN.
 FE1311'3.7 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1311'CROSSING AT BRADEN, 80 FT. SOUTH OF A BOARD FENCE, 78 FT. NORTH
 FE1311'OF THE NORTHEAST CORNER OF A LARGE FRAME HOUSE, 26 FT. NORTH OF A
 FE1311'30 INCH CEDAR TREE, 82.7 FT. NORTHWEST OF THE STATION, A C AND GS
 FE1311'REFERENCE DISK SET IN TOP OF A CONCRETE POST SET FLUSH WTH THE
 FE1311'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2645 ***********************************************************************
 FB2645  DESIGNATION -  LOOK ROCK LOT
 FB2645  PID         -  FB2645
 FB2645  STATE/COUNTY-  TN/BLOUNT
 FB2645  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2645
 FB2645                         *CURRENT SURVEY CONTROL
 FB2645  ___________________________________________________________________
 FB2645* NAD 83(1995)-  35 38 00.34890(N)    083 56 29.70455(W)     ADJUSTED  
 FB2645* NAVD 88     -       810.6    (meters)    2659.     (feet)  VERTCON   
 FB2645  ___________________________________________________________________
 FB2645  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 FB2645  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB2645
 FB2645  HORZ ORDER  -  THIRD
 FB2645
 FB2645.The horizontal coordinates were established by classical geodetic methods
 FB2645.and adjusted by the National Geodetic Survey in April 1999..
 FB2645
 FB2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2645
 FB2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2645
 FB2645.The geoid height was determined by GEOID03.
 FB2645
 FB2645;                    North         East     Units Scale Factor Converg.
 FB2645;SPC TN       -   146,205.097   786,427.192   MT  0.99995450   +1 12 18.3
 FB2645;SPC TN       -   479,674.56  2,580,136.55   sFT  0.99995450   +1 12 18.3
 FB2645;UTM  17      - 3,947,277.576   233,622.590   MT  1.00047449   -1 42 53.2
 FB2645;UTM  16      - 3,947,600.702   776,960.301   MT  1.00054536   +1 46 58.6
 FB2645
 FB2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2645!SPC TN       -   0.99987747  x   0.99995450  =   0.99983198
 FB2645!UTM  17      -   0.99987747  x   1.00047449  =   1.00035191
 FB2645!UTM  16      -   0.99987747  x   1.00054536  =   1.00042277
 FB2645
 FB2645                          SUPERSEDED SURVEY CONTROL
 FB2645
 FB2645  NAD 83(1995)-  35 38 00.35377(N)    083 56 29.71549(W) AD(       ) 4
 FB2645  NAD 83(1986)-  35 38 00.35358(N)    083 56 29.71425(W) AD(       ) 4
 FB2645  NAD 27      -  35 38 00.03634(N)    083 56 30.09658(W) AD(       ) 3
 FB2645  NGVD 29 (07/19/86)  810.7    (m)         2660.     (f) VERT ANG       
 FB2645
 FB2645.Superseded values are not recommended for survey control.
 FB2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2645.See file dsdata.txt to determine how the superseded data were derived.
 FB2645
 FB2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3362347278(NAD 83)
 FB2645_MARKER: 57 = LOOKOUT TOWER
 FB2645
 FB2645  HISTORY     - Date     Condition        Report By
 FB2645  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2645
 FB2645                          STATION DESCRIPTION
 FB2645
 FB2645'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2645'WALLAND, 0.7 MI S. OF POST OFFICE, ALONG STATE HIGHWAY 73 TO
 FB2645'T-RD. W., THENCE SW. RIGHT 9.5 MI TO Y-RD., THENCE SW. RIGHT 0.3
 FB2645'MI TO LOOKOUT TOWER, CENTER OF STEEL TOWER DESIGNATED---LOOK ROCK
 FB2645'LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1869 ***********************************************************************
 FC1869  DESIGNATION -  LOOKOUT
 FC1869  PID         -  FC1869
 FC1869  STATE/COUNTY-  TN/HAMILTON
 FC1869  USGS QUAD   -  CHATTANOOGA (1976)
 FC1869
 FC1869                         *CURRENT SURVEY CONTROL
 FC1869  ___________________________________________________________________
 FC1869* NAD 83(1995)-  35 00 18.78132(N)    085 20 39.44247(W)     ADJUSTED  
 FC1869* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 FC1869  ___________________________________________________________________
 FC1869  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FC1869  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1869
 FC1869  HORZ ORDER  -  SECOND
 FC1869
 FC1869.The horizontal coordinates were established by classical geodetic methods
 FC1869.and adjusted by the National Geodetic Survey in April 1999..
 FC1869
 FC1869.The orthometric height was scaled from a topographic map.
 FC1869
 FC1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1869
 FC1869.The geoid height was determined by GEOID03.
 FC1869
 FC1869;                    North         East     Units Scale Factor Converg.
 FC1869;SPC TN       -    74,747.462   659,857.482   MT  1.00005221   +0 23 02.0
 FC1869;SPC TN       -   245,233.96  2,164,882.42   sFT  1.00005221   +0 23 02.0
 FC1869;SPC GA W     -   555,636.499   592,511.924   MT  1.00004235   -0 40 32.2
 FC1869;SPC GA W     - 1,822,950.75  1,943,932.87   sFT  1.00004235   -0 40 32.2
 FC1869;UTM  16      - 3,874,874.090   651,083.976   MT  0.99988133   +0 56 59.9
 FC1869
 FC1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1869!SPC TN       -   0.99990199  x   1.00005221  =   0.99995419
 FC1869!SPC GA W     -   0.99990199  x   1.00004235  =   0.99994434
 FC1869!UTM  16      -   0.99990199  x   0.99988133  =   0.99978333
 FC1869
 FC1869:                Primary Azimuth Mark                     Grid Az
 FC1869:SPC TN       -  LOOKOUT MTN NY MONUMENT FP               001 04 49.9
 FC1869:SPC GA W     -  LOOKOUT MTN NY MONUMENT FP               002 08 24.1
 FC1869:UTM  16      -  LOOKOUT MTN NY MONUMENT FP               000 30 52.0
 FC1869
 FC1869|---------------------------------------------------------------------|
 FC1869| PID    Reference Object                     Distance      Geod. Az  |
 FC1869|                                                           dddmmss.s |
 FC1869| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 0.6 KM 0012751.9 |
 FC1869| FC1863 CHATTANOOGA HAMILTON BANK FP        APPROX. 5.7 KM 0332716.9 |
 FC1869| FC1870 LOOKOUT RM 1                         38.828 METERS 03657     |
 FC1869| FC1864 CHATTANOOGA OCTAGONAL BLDG CUP      APPROX. 5.9 KM 0403530.1 |
 FC1869| FC1871 MISSIONARY RIDGE LGE STANDPIPE      APPROX. 7.1 KM 0830942.0 |
 FC1869| CG6815 LOOKOUT AZ MK                                      1185043.9 |
 FC1869| CG6816 LOOKOUT RM 2                         32.659 METERS 15205     |
 FC1869| FC1866 LOOKOUT MOUNTAIN SMALL TANK         227.280 METERS 20408     |
 FC1869| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 5.2 KM 2122857.9 |
 FC1869| EE2057 SCHOLTZE                            APPROX. 2.9 KM 2131535.5 |
 FC1869|---------------------------------------------------------------------|
 FC1869
 FC1869                          SUPERSEDED SURVEY CONTROL
 FC1869
 FC1869  NAD 83(1995)-  35 00 18.78138(N)    085 20 39.44252(W) AD(       ) 2
 FC1869  NAD 83(1995)-  35 00 18.78188(N)    085 20 39.44501(W) AD(       ) 2
 FC1869  NAD 83(1995)-  35 00 18.78263(N)    085 20 39.44303(W) AD(       ) 2
 FC1869  NAD 83(1986)-  35 00 18.78323(N)    085 20 39.44247(W) AD(       ) 2
 FC1869  NAD 27      -  35 00 18.51800(N)    085 20 39.59100(W) AD(       ) 2
 FC1869
 FC1869.Superseded values are not recommended for survey control.
 FC1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1869.See file dsdata.txt to determine how the superseded data were derived.
 FC1869
 FC1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5108474874(NAD 83)
 FC1869_MARKER: DS = TRIANGULATION STATION DISK
 FC1869_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1869
 FC1869  HISTORY     - Date     Condition        Report By
 FC1869  HISTORY     - 1934     MONUMENTED       CGS
 FC1869  HISTORY     - 1956     GOOD             CGS
 FC1869  HISTORY     - 1962     GOOD             CGS
 FC1869  HISTORY     - 1972     GOOD             NGS
 FC1869  HISTORY     - 19981025 GOOD             USPSQD
 FC1869
 FC1869                          STATION DESCRIPTION
 FC1869
 FC1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1869'ABOUT 3-1/2 MILES SOUTHWEST OF CHATTANOOGA, IN TOWN OF LOOKOUT
 FC1869'MOUNTAIN, ON NORTH END OF LOOKOUT MOUNTAIN, IN NORTHWEST
 FC1869'ANGLE OF INTERSECTION OF BRAGG AVENUE, NORTH, AND MORRISON AVENUE,
 FC1869'WEST, AND ON VACANT CORNER LOT OWNED BY GEORGE K. BROWN. TO REACH
 FC1869'FROM PATTEN HOTEL IN CHATTANOOGA, FOLLOW U.S. ROUTE 11 SOUTH 3.5
 FC1869'MILES TO ARROWS LOOKOUT POINT, ETC., TURN LEFT UP MOUNTAIN AND
 FC1869'GO 2.2 MILES, KEEP TO LEFT ON LOOKOUT MOUNTAIN SCENIC HIGHWAY AND GO
 FC1869'0.3 MILE TO BRAGG AVENUE, TURN RIGHT AND GO TO STREET SIGN ON RIGHT,
 FC1869'TURN NORTH AND GO 0.8 MILE (OR 0.5 MILE PAST MORRISON AVENUE) TO
 FC1869'STATION SITE 77 FEET NORTH OF 36-INCH TREE, 38 FEET WEST OF CENTER OF
 FC1869'BRAGG AVENUE, AND 25 FEET NORTH OF A. W.  TABORS HEDGE LINE.
 FC1869'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1869'UPPER MARK IS 6 INCHES BELOW SURFACE OF GROUND.
 FC1869'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FC1869'NO. 1 IS 7 FEET EAST OF CURB LINE OF BRAGG AVENUE AND
 FC1869'127.30 FEET FROM STATION, N 36 DEG 57 MIN E. NO. 2 IS 10-1/2
 FC1869'FEET EAST OF CURB LINE OF BRAGG AVENUE AND 107.15 FEET FROM STATION,
 FC1869'S 27 DEG 55 MIN E. DISTANCE BETWEEN REFERENCE MARKS NO. 1
 FC1869'AND NO. 2 IS 198.25 FEET. AZIMUTH MARK IS ON VACANT LOT OF G. K.
 FC1869'BROWN, 66 FEET EAST OF CENTER OF EAST BROWN  AVENUE, 43-1/2 FEET NORTH
 FC1869'OF NORTHWEST CORNER OF STONE HOUSE OF E. A. MAGILL, 17 FEET NORTH OF
 FC1869'HEDGE LINE, AND 130 YARDS FROM STATION, S 61 DEG 09 MIN E.
 FC1869'LOOKOUT MOUNTAIN, SMALL WATER TANK, BALL ON TOP, IS 227.4 METERS
 FC1869'(746 FEET) FROM STATION S 24 DEG 08 MIN W.
 FC1869
 FC1869                          STATION RECOVERY (1956)
 FC1869
 FC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KAM)
 FC1869'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FC1869'GOOD CONDITION. NO SEARCH FOR THE AZIMUTH MARK WAS MADE BY THIS
 FC1869'PARTY.
 FC1869'
 FC1869'THE STATION MARK IS NOW COVERED OVER BY 3 INCHES OF TOP SOIL, AND IS
 FC1869'10 FEET WEST OF A BUSHY PINE TREE AND 18 FEET SOUTH OF AN 8-INCH OAK
 FC1869'TREE.
 FC1869
 FC1869                          STATION RECOVERY (1962)
 FC1869
 FC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1869'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 FC1869'FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS PRESUMED TO
 FC1869'HAVE BEEN LOST IN HOUSING DEVELOPMENT.  DUE TO OBJECTIONS OF THE
 FC1869'PROPERTY OWNER TO ERECTION OF A TOWER AT THE STATION SITE, ALL
 FC1869'OBSERVATIONS WERE MADE FROM REFERENCE MARK NO. 1. A NEW AZIMUTH MARK
 FC1869'WAS ESTABLISHED TO RM 1.
 FC1869
 FC1869                          STATION RECOVERY (1972)
 FC1869
 FC1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1869'THE STATION MARK IS ASSUMED TO BE RECOVERED AS DESCRIBED, 3 INCHES
 FC1869'BELOW THE SURFACE.  THE PROPERTY OWNER WILL NOT ALLOW ANY DIGGING
 FC1869'IN THE YARD.  ALL REFERENCE POINTS PREVIOUSLY MEASURED TO ARE
 FC1869'STILL PRESENT.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FC1869'DESCRIBED.  THE TO REACH IS ADEQUATE.
 FC1869'
 FC1869'NO MEASUREMENTS MADE BETWEEN MARKS DUE TO TREES AND HEDGES ON
 FC1869'LINE.
 FC1869'
 FC1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1869'AT LOOKOUT MOUNTAIN.
 FC1869
 FC1869                          STATION RECOVERY (1998)
 FC1869
 FC1869'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1866 ***********************************************************************
 FC1866  DESIGNATION -  LOOKOUT MOUNTAIN SMALL TANK
 FC1866  PID         -  FC1866
 FC1866  STATE/COUNTY-  TN/HAMILTON
 FC1866  USGS QUAD   -  CHATTANOOGA (1976)
 FC1866
 FC1866                         *CURRENT SURVEY CONTROL
 FC1866  ___________________________________________________________________
 FC1866* NAD 83(1995)-  35 00 12.05061(N)    085 20 43.10686(W)     ADJUSTED  
 FC1866* NAVD 88     -                                                        
 FC1866  ___________________________________________________________________
 FC1866  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 FC1866  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC1866
 FC1866  HORZ ORDER  -  THIRD
 FC1866
 FC1866.The horizontal coordinates were established by classical geodetic methods
 FC1866.and adjusted by the National Geodetic Survey in April 1999..
 FC1866
 FC1866
 FC1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1866
 FC1866.The geoid height was determined by GEOID03.
 FC1866
 FC1866;                    North         East     Units Scale Factor Converg.
 FC1866;SPC TN       -    74,539.415   659,765.952   MT  1.00005268   +0 22 59.8
 FC1866;SPC TN       -   244,551.40  2,164,582.13   sFT  1.00005268   +0 22 59.8
 FC1866;SPC GA W     -   555,430.182   592,416.563   MT  1.00004260   -0 40 34.2
 FC1866;SPC GA W     - 1,822,273.86  1,943,620.01   sFT  1.00004260   -0 40 34.2
 FC1866;UTM  16      - 3,874,665.184   650,994.521   MT  0.99988100   +0 56 57.7
 FC1866
 FC1866                          SUPERSEDED SURVEY CONTROL
 FC1866
 FC1866  NAD 83(1995)-  35 00 12.05075(N)    085 20 43.10677(W) AD(       ) 4
 FC1866  NAD 83(1995)-  35 00 12.05115(N)    085 20 43.10926(W) AD(       ) 4
 FC1866  NAD 83(1995)-  35 00 12.05196(N)    085 20 43.10733(W) AD(       ) 4
 FC1866  NAD 83(1986)-  35 00 12.05225(N)    085 20 43.10616(W) AD(       ) 4
 FC1866  NAD 27      -  35 00 11.78400(N)    085 20 43.25600(W) AD(       ) 3
 FC1866
 FC1866.Superseded values are not recommended for survey control.
 FC1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1866.See file dsdata.txt to determine how the superseded data were derived.
 FC1866
 FC1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5099574665(NAD 83)
 FC1866_MARKER: 53 = ELEVATED TANK
 FC1866
 FC1866  HISTORY     - Date     Condition        Report By
 FC1866  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1866
 FC1866                          STATION DESCRIPTION
 FC1866
 FC1866'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1876 ***********************************************************************
 FC1876  DESIGNATION -  LOOKOUT MTN E STANDPIPE
 FC1876  PID         -  FC1876
 FC1876  STATE/COUNTY-  TN/HAMILTON
 FC1876  USGS QUAD   -  CHATTANOOGA (1976)
 FC1876
 FC1876                         *CURRENT SURVEY CONTROL
 FC1876  ___________________________________________________________________
 FC1876* NAD 83(1995)-  35 00 12.14886(N)    085 20 42.71156(W)     ADJUSTED  
 FC1876* NAVD 88     -                                                        
 FC1876  ___________________________________________________________________
 FC1876  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 FC1876  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC1876
 FC1876  HORZ ORDER  -  THIRD
 FC1876
 FC1876.The horizontal coordinates were established by classical geodetic methods
 FC1876.and adjusted by the National Geodetic Survey in April 1999..
 FC1876
 FC1876
 FC1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1876
 FC1876.The geoid height was determined by GEOID03.
 FC1876
 FC1876;                    North         East     Units Scale Factor Converg.
 FC1876;SPC TN       -    74,542.510   659,775.956   MT  1.00005267   +0 23 00.1
 FC1876;SPC TN       -   244,561.55  2,164,614.95   sFT  1.00005267   +0 23 00.1
 FC1876;SPC GA W     -   555,433.091   592,426.622   MT  1.00004258   -0 40 34.0
 FC1876;SPC GA W     - 1,822,283.40  1,943,653.01   sFT  1.00004258   -0 40 34.0
 FC1876;UTM  16      - 3,874,668.377   651,004.492   MT  0.99988103   +0 56 57.9
 FC1876
 FC1876                          SUPERSEDED SURVEY CONTROL
 FC1876
 FC1876  NAD 83(1995)-  35 00 12.14887(N)    085 20 42.71155(W) AD(       ) 4
 FC1876  NAD 83(1995)-  35 00 12.14940(N)    085 20 42.71401(W) AD(       ) 4
 FC1876  NAD 83(1995)-  35 00 12.15020(N)    085 20 42.71198(W) AD(       ) 4
 FC1876  NAD 83(1986)-  35 00 12.15011(N)    085 20 42.71137(W) AD(       ) 4
 FC1876  NAD 27      -  35 00 11.88395(N)    085 20 42.85990(W) AD(       ) 3
 FC1876
 FC1876.Superseded values are not recommended for survey control.
 FC1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1876.See file dsdata.txt to determine how the superseded data were derived.
 FC1876
 FC1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5100474668(NAD 83)
 FC1876_MARKER: 52 = STANDPIPE TANK
 FC1876
 FC1876  HISTORY     - Date     Condition        Report By
 FC1876  HISTORY     - 1971     FIRST OBSERVED   NGS
 FC1876  HISTORY     - 19981025 GOOD             USPSQD
 FC1876
 FC1876                          STATION DESCRIPTION
 FC1876
 FC1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 FC1876'THE STATION IS THE VENT AT THE TOP AND CENTER OF THE EAST AND
 FC1876'LARGEST ONE OF TWO CYLINDRICAL SHAPED, STEEL STANDPIPES.  IT IS 90
 FC1876'FEET HIGH AND IS GREEN IN COLOR.
 FC1876'
 FC1876'STATION IS LOCATED IN LOOKOUT MOUNTAIN, AT THE CENTER OF FORT
 FC1876'CIRCLE DRIVE, 95 FEET NORTH OF THE POLICE AND FIRE STATION AND 90
 FC1876'FEET WEST OF THE CENTER OF NORTH BRAGG AVE.  THE STANDPIPE IS
 FC1876'OWNED BY THE CHATTANOOGA CITY WATER CO.
 FC1876
 FC1876                          STATION RECOVERY (1998)
 FC1876
 FC1876'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1867 ***********************************************************************
 FC1867  DESIGNATION -  LOOKOUT MTN NY MONUMENT FP
 FC1867  PID         -  FC1867
 FC1867  STATE/COUNTY-  TN/HAMILTON
 FC1867  USGS QUAD   -  CHATTANOOGA (1976)
 FC1867
 FC1867                         *CURRENT SURVEY CONTROL
 FC1867  ___________________________________________________________________
 FC1867* NAD 83(1995)-  35 00 39.68068(N)    085 20 38.79308(W)     ADJUSTED  
 FC1867* NAVD 88     -                                                        
 FC1867  ___________________________________________________________________
 FC1867  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FC1867  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1867
 FC1867  HORZ ORDER  -  THIRD
 FC1867
 FC1867.The horizontal coordinates were established by classical geodetic methods
 FC1867.and adjusted by the National Geodetic Survey in April 1999..
 FC1867
 FC1867
 FC1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1867
 FC1867.The geoid height was determined by GEOID03.
 FC1867
 FC1867;                    North         East     Units Scale Factor Converg.
 FC1867;SPC TN       -    75,391.644   659,869.632   MT  1.00005076   +0 23 02.3
 FC1867;SPC TN       -   247,347.42  2,164,922.28   sFT  1.00005076   +0 23 02.3
 FC1867;UTM  16      - 3,875,518.251   651,089.759   MT  0.99988135   +0 57 00.8
 FC1867
 FC1867                          SUPERSEDED SURVEY CONTROL
 FC1867
 FC1867  NAD 83(1995)-  35 00 39.68071(N)    085 20 38.79098(W) AD(       ) 4
 FC1867  NAD 83(1995)-  35 00 39.68099(N)    085 20 38.79481(W) AD(       ) 4
 FC1867  NAD 83(1995)-  35 00 39.68164(N)    085 20 38.79261(W) AD(       ) 4
 FC1867  NAD 83(1986)-  35 00 39.68195(N)    085 20 38.79212(W) AD(       ) 4
 FC1867  NAD 27      -  35 00 39.41600(N)    085 20 38.94600(W) AD(       ) 3
 FC1867
 FC1867.Superseded values are not recommended for survey control.
 FC1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1867.See file dsdata.txt to determine how the superseded data were derived.
 FC1867
 FC1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5109075518(NAD 83)
 FC1867_MARKER: 62 = FLAGPOLE
 FC1867
 FC1867  HISTORY     - Date     Condition        Report By
 FC1867  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1867  HISTORY     - 1957     GOOD             CGS
 FC1867  HISTORY     - 1964     GOOD             CGS
 FC1867  HISTORY     - 1968     GOOD             CGS
 FC1867  HISTORY     - 19981025 GOOD             USPSQD
 FC1867
 FC1867                          STATION DESCRIPTION
 FC1867
 FC1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 FC1867'THE STATION IS THE FLAGSTAFF HELD BY TWO FIGURES ON TOP OF THE COLUMN
 FC1867'AT THE MEMORIAL IN THE NATIONAL PARK AT THE NORTH END OF
 FC1867'LOOKOUT MOUNTAIN.
 FC1867
 FC1867                          STATION RECOVERY (1964)
 FC1867
 FC1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1867'THE 1957 RECOVERY NOTE IS ADEQUATE AND CORRECT.  THE EXTREME TOP
 FC1867'OF FLAGPOLE WAS THE POINT INTERSECTED.
 FC1867
 FC1867                          STATION RECOVERY (1968)
 FC1867
 FC1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1867'THIS STATION WAS RECOVERED AS DESCRIBED.
 FC1867'
 FC1867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1867'AT LOOKOUT MOUNTAIN.
 FC1867
 FC1867                          STATION RECOVERY (1998)
 FC1867
 FC1867'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1868 ***********************************************************************
 FC1868  DESIGNATION -  LOOKOUT POINT
 FC1868  PID         -  FC1868
 FC1868  STATE/COUNTY-  TN/HAMILTON
 FC1868  USGS QUAD   -  CHATTANOOGA (1976)
 FC1868
 FC1868                         *CURRENT SURVEY CONTROL
 FC1868  ___________________________________________________________________
 FC1868* NAD 83(1995)-  35 00 33.36911(N)    085 20 35.42603(W)     ADJUSTED  
 FC1868* NAVD 88     -                                                        
 FC1868  ___________________________________________________________________
 FC1868  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 FC1868  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FC1868
 FC1868  HORZ ORDER  -  THIRD
 FC1868
 FC1868.The horizontal coordinates were established by classical geodetic methods
 FC1868.and adjusted by the National Geodetic Survey in April 1999..
 FC1868
 FC1868
 FC1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1868
 FC1868.The geoid height was determined by GEOID03.
 FC1868
 FC1868;                    North         East     Units Scale Factor Converg.
 FC1868;SPC TN       -    75,197.708   659,956.310   MT  1.00005120   +0 23 04.3
 FC1868;SPC TN       -   246,711.15  2,165,206.66   sFT  1.00005120   +0 23 04.3
 FC1868;SPC GA W     -   556,084.837   592,619.059   MT  1.00004207   -0 40 30.1
 FC1868;SPC GA W     - 1,824,421.67  1,944,284.36   sFT  1.00004207   -0 40 30.1
 FC1868;UTM  16      - 3,875,325.213   651,178.333   MT  0.99988168   +0 57 02.6
 FC1868
 FC1868                          SUPERSEDED SURVEY CONTROL
 FC1868
 FC1868  NAD 83(1995)-  35 00 33.36910(N)    085 20 35.42606(W) AD(       ) 4
 FC1868  NAD 83(1995)-  35 00 33.36328(N)    085 20 35.43126(W) AD(       ) 4
 FC1868  NAD 83(1995)-  35 00 33.36395(N)    085 20 35.42964(W) AD(       ) 4
 FC1868  NAD 83(1986)-  35 00 33.36357(N)    085 20 35.42883(W) AD(       ) 4
 FC1868  NAD 27      -  35 00 38.00000(N)    085 20 39.00000(W) AD(       ) 3
 FC1868
 FC1868.Superseded values are not recommended for survey control.
 FC1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1868.See file dsdata.txt to determine how the superseded data were derived.
 FC1868
 FC1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5117875325(NAD 83)
 FC1868_MARKER: 62 = FLAGPOLE
 FC1868
 FC1868  HISTORY     - Date     Condition        Report By
 FC1868  HISTORY     - 1874     FIRST OBSERVED   CGS
 FC1868
 FC1868                          STATION DESCRIPTION
 FC1868
 FC1868'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1870 ***********************************************************************
 FC1870  DESIGNATION -  LOOKOUT RM 1
 FC1870  PID         -  FC1870
 FC1870  STATE/COUNTY-  TN/HAMILTON
 FC1870  USGS QUAD   -  CHATTANOOGA (1976)
 FC1870
 FC1870                         *CURRENT SURVEY CONTROL
 FC1870  ___________________________________________________________________
 FC1870* NAD 83(1995)-  35 00 19.78825(N)    085 20 38.52198(W)     ADJUSTED  
 FC1870* NAVD 88     -       653.9    (meters)    2145.     (feet)  VERTCON   
 FC1870  ___________________________________________________________________
 FC1870  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FC1870  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1870
 FC1870  HORZ ORDER  -  FIRST
 FC1870
 FC1870.The horizontal coordinates were established by classical geodetic methods
 FC1870.and adjusted by the National Geodetic Survey in April 1999..
 FC1870
 FC1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1870
 FC1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1870
 FC1870.The geoid height was determined by GEOID03.
 FC1870
 FC1870;                    North         East     Units Scale Factor Converg.
 FC1870;SPC TN       -    74,778.650   659,880.615   MT  1.00005214   +0 23 02.5
 FC1870;SPC TN       -   245,336.29  2,164,958.32   sFT  1.00005214   +0 23 02.5
 FC1870;UTM  16      - 3,874,905.499   651,106.795   MT  0.99988141   +0 57 00.5
 FC1870
 FC1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1870!SPC TN       -   0.99990201  x   1.00005214  =   0.99995414
 FC1870!UTM  16      -   0.99990201  x   0.99988141  =   0.99978343
 FC1870
 FC1870:                Primary Azimuth Mark                     Grid Az
 FC1870:SPC TN       -  SIGNAL MT ATT RELAY TOWER                003 30 02.1
 FC1870:UTM  16      -  SIGNAL MT ATT RELAY TOWER                002 56 04.1
 FC1870
 FC1870|---------------------------------------------------------------------|
 FC1870| PID    Reference Object                     Distance      Geod. Az  |
 FC1870|                                                           dddmmss.s |
 FC1870| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX.13.8 KM 0035304.6 |
 FC1870| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 3.1 KM 1170335.2 |
 FC1870| CG6817 LOOKOUT RM 1 AZ MK                                 1981436.0 |
 FC1870| FC1869 LOOKOUT                              38.828 METERS 21657     |
 FC1870| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 7.3 KM 3430857.2 |
 FC1870|---------------------------------------------------------------------|
 FC1870
 FC1870                          SUPERSEDED SURVEY CONTROL
 FC1870
 FC1870  NAD 83(1995)-  35 00 19.78831(N)    085 20 38.52203(W) AD(       ) 1
 FC1870  NAD 83(1995)-  35 00 19.78881(N)    085 20 38.52452(W) AD(       ) 1
 FC1870  NAD 83(1995)-  35 00 19.78956(N)    085 20 38.52254(W) AD(       ) 1
 FC1870  NAD 83(1986)-  35 00 19.78957(N)    085 20 38.52251(W) AD(       ) 1
 FC1870  NAD 27      -  35 00 19.52440(N)    085 20 38.67050(W) AD(       ) 1
 FC1870  NGVD 29 (07/19/86)  653.9    (m)         2145.     (f) VERT ANG       
 FC1870
 FC1870.Superseded values are not recommended for survey control.
 FC1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1870.See file dsdata.txt to determine how the superseded data were derived.
 FC1870
 FC1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5110774905(NAD 83)
 FC1870_MARKER: DR = REFERENCE MARK DISK
 FC1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1870
 FC1870  HISTORY     - Date     Condition        Report By
 FC1870  HISTORY     - 1962     MONUMENTED       CGS
 FC1870  HISTORY     - 1972     GOOD             NGS
 FC1870  HISTORY     - 19981025 GOOD             USPSQD
 FC1870
 FC1870                          STATION DESCRIPTION
 FC1870
 FC1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1870'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF CHATTANOOGA, IN
 FC1870'THE NORTH SECTION OF LOOKOUT MOUNTAIN AND 0.05 MILE NORTH OF
 FC1870'INTERSECTION OF BRAGG AVENUE NORTH AND MORRISON AVENUE WEST ON
 FC1870'LOOKOUT MOUNTAIN.
 FC1870'
 FC1870'TO REACH THE STATION FROM THE LOOKOUT MOUNTAIN POLICE AND FIRE
 FC1870'STATION, GO NORTH BRAGG AVENUE FOR 0.05 MILE TO THE AZIMUTH
 FC1870'MARK ON THE LEFT, CONTINUE ON BRAGG AVENUE FOR 0.15 MILE TO THE
 FC1870'STATION ON THE RIGHT.
 FC1870'
 FC1870'THE STATION IS 85 FEET NORTH OF THE NORTH PROPERTY AND HEDGE LINE OF
 FC1870'823 NORTH BRAGG AVENUE, 31 FEET EAST OF THE NORTH EDGE OF DRIVEWAY
 FC1870'AT 814 NORTH BRAGG AVENUE AND 7 FEET EAST OF THE EAST CURB OF THE
 FC1870'AVENUE. THE MARK IS A STANDARD REFERENCE DISK STAMPED LOOKOUT
 FC1870'NO 1 1934 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 FC1870'
 FC1870'LOOKOUT 1934 IS IN THE LAWN AT 814 NORTH BRAGG AVENUE 56 FEET
 FC1870'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 27 FEET WEST OF
 FC1870'THE WEST CURB OF THE AVENUE, 16 FEET WEST OF A HEDGEROW AND 15 FEET
 FC1870'SOUTH OF A 12-INCH OAK TREE. THE MARK IS A STANDARD STATION DISK
 FC1870'STAMPED LOOKOUT 1934 SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 FC1870'COVERED WITH 3 INCHES OF TOPSOIL.
 FC1870'
 FC1870'THE AZIMUTH MARK IS 180 FEET NORTH OF AVERILL STREET, 14 FEET NORTH
 FC1870'OF APPROXIMATE CENTER OF DRIVEWAY, 11 FEET WEST OF CENTER LINE OF
 FC1870'NORTH BRAGG AVENUE AND 3.5 FEET NORTH OF POWERLINE POLE NUMBERED
 FC1870'K3153T. THE MARK IS A STANDARD AZIMUTH DISK STAMPED LOOKOUT RM 1
 FC1870'1934 1962 AND SET IN A DRILL HOLE IN THE CURB.
 FC1870'
 FC1870'HEIGHT OF LIGHT ABOVE STATION MARK 29.8 METERS.
 FC1870
 FC1870                          STATION RECOVERY (1972)
 FC1870
 FC1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1870'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 FC1870'DESCRIBED.  LOOKOUT 1934 IS ASSUMED TO BE RECOVERED AS DESCRIBED,
 FC1870'3 INCHES BELOW THE SURFACE.  THE PROPERTY OWNER WILL NOT ALLOW
 FC1870'ANY DIGGING IN THE YARD, BUT ALL REFERENCE POINTS PREVIOUSLY
 FC1870'MEASURED TO ARE STILL PRESENT.
 FC1870'
 FC1870'THE STATION IS 4 FEET WEST OF A 8-INCH APPLE TREE.  BECAUSE OF
 FC1870'THIS TREE, THE TOWER WAS BUILT OVER AN ECCENTRIC POINT.  NO
 FC1870'MEASUREMENT WAS MADE TO LOOKOUT 1934 DUE TO TREES AND A HEDGE ON
 FC1870'LINE.
 FC1870'
 FC1870'THE TO REACH IS ADEQUATE.
 FC1870'
 FC1870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1870'AT LOOKOUT MOUNTAIN.
 FC1870
 FC1870                          STATION RECOVERY (1998)
 FC1870
 FC1870'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2505 ***********************************************************************
 GA2505  DESIGNATION -  LOOP
 GA2505  PID         -  GA2505
 GA2505  STATE/COUNTY-  TN/CLAIBORNE
 GA2505  USGS QUAD   -  CLOUDS (1952)
 GA2505
 GA2505                         *CURRENT SURVEY CONTROL
 GA2505  ___________________________________________________________________
 GA2505* NAD 83(1995)-  36 24 20.99892(N)    083 39 32.70717(W)     ADJUSTED  
 GA2505* NAVD 88     -       448.652  (meters)    1471.95   (feet)  ADJUSTED  
 GA2505  ___________________________________________________________________
 GA2505  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GA2505  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2505  DYNAMIC HT  -         448.250 (meters)    1470.63  (feet)  COMP
 GA2505  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2505
 GA2505  HORZ ORDER  -  SECOND
 GA2505  VERT ORDER  -  SECOND    CLASS 0
 GA2505
 GA2505.The horizontal coordinates were established by classical geodetic methods
 GA2505.and adjusted by the National Geodetic Survey in April 1999..
 GA2505
 GA2505.The orthometric height was determined by differential leveling
 GA2505.and adjusted by the National Geodetic Survey in June 1991..
 GA2505
 GA2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2505
 GA2505.The geoid height was determined by GEOID03.
 GA2505
 GA2505.The dynamic height is computed by dividing the NAVD 88
 GA2505.geopotential number by the normal gravity value computed on the
 GA2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2505.degrees latitude (g = 980.6199 gals.).
 GA2505
 GA2505.The modeled gravity was interpolated from observed gravity values.
 GA2505
 GA2505;                    North         East     Units Scale Factor Converg.
 GA2505;SPC TN       -   232,457.630   809,958.366   MT  0.99999810   +1 22 13.7
 GA2505;SPC TN       -   762,654.74  2,657,338.41   sFT  0.99999810   +1 22 13.7
 GA2505;UTM  17      - 4,032,248.107   261,551.366   MT  1.00030059   -1 34 44.1
 GA2505
 GA2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2505!SPC TN       -   0.99993441  x   0.99999810  =   0.99993251
 GA2505!UTM  17      -   0.99993441  x   1.00030059  =   1.00023498
 GA2505
 GA2505|---------------------------------------------------------------------|
 GA2505| PID    Reference Object                     Distance      Geod. Az  |
 GA2505|                                                           dddmmss.s |
 GA2505| GA2506 LOOP RM 1                             6.256 METERS 12144     |
 GA2505| GA2509 CARR                                APPROX. 2.1 KM 2430830.7 |
 GA2505| GA2507 LOOP AZ MK                                         2434145.5 |
 GA2505| GA2504 LOOP RM 2                             6.167 METERS 31350     |
 GA2505|---------------------------------------------------------------------|
 GA2505
 GA2505                          SUPERSEDED SURVEY CONTROL
 GA2505
 GA2505  NAD 83(1995)-  36 24 21.00226(N)    083 39 32.70925(W) AD(       ) 2
 GA2505  NAD 83(1995)-  36 24 21.00171(N)    083 39 32.70257(W) AD(       ) 2
 GA2505  NAD 83(1995)-  36 24 21.00775(N)    083 39 32.70920(W) AD(       ) 2
 GA2505  NAD 83(1986)-  36 24 21.01018(N)    083 39 32.70849(W) AD(       ) 2
 GA2505  NAD 27      -  36 24 20.71494(N)    083 39 33.03499(W) AD(       ) 2
 GA2505  NGVD 29 (??/??/92)  448.753  (m)         1472.28   (f) ADJ UNCH    2 0
 GA2505
 GA2505.Superseded values are not recommended for survey control.
 GA2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2505.See file dsdata.txt to determine how the superseded data were derived.
 GA2505
 GA2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6155132248(NAD 83)
 GA2505_MARKER: DD = SURVEY DISK
 GA2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2505_STAMPING: LOOP 1963
 GA2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2505+STABILITY: SURFACE MOTION
 GA2505
 GA2505  HISTORY     - Date     Condition        Report By
 GA2505  HISTORY     - 1964     MONUMENTED       TNHD
 GA2505  HISTORY     - 1964     GOOD             TNHD
 GA2505
 GA2505                          STATION DESCRIPTION
 GA2505
 GA2505'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2505'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF NEW
 GA2505'TAZEWELL.
 GA2505'
 GA2505'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA2505'SOUTHWEST ON STATE
 GA2505'ROUTE 33 FOR 4.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GA2505'
 GA2505'THE STATION IS ABOUT 300 FEET SOUTH OF STATE ROUTE 33, 3 FEET
 GA2505'SOUTHEAST OF A 30-INCH
 GA2505'ELM TREE, 2 FEET NORTHEAST OF A FENCE AND 1.4 FEET NORTH OF A
 GA2505'WITNESS POST.  THE SURFACE
 GA2505'AND UNDERGROUND MARKS ARE STANDARD
 GA2505'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 GA2505'STAMPED LOOP 1963.  THE
 GA2505'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2505'SURFACE DISK IS
 GA2505'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2505'
 GA2505'REFERENCE MARK NO. 1 IS 6 FEET NORTHEAST OF A FENCE.  IT IS A
 GA2505'STANDARD TENNESSEE
 GA2505'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA2505'CONCRETE MONUMENT AND THE
 GA2505'DISK IS STAMPED LOOP RM-1 1963.
 GA2505'
 GA2505'REFERENCE MARK NO. 2 IS 10 FEET SOUTHEAST OF A CEDAR TREE AND 2 FEET
 GA2505'NORTHEAST OF A FENCE.  IT
 GA2505'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2505'IN A 10-INCH, SQUARE, FLUSH,
 GA2505'CONCRETE MONUMENT AND THE DISK IS
 GA2505'STAMPED LOOP RM-2 1963.
 GA2505'
 GA2505'THE AZIMUTH MARK IS 52 FEET WEST OF THE NORTHWEST CORNER OF THE NEW
 GA2505'HOPE MISSIONARY
 GA2505'BAPTIST CHURCH, 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2505'STATE ROUTE 33 AND 1.9 FEET
 GA2505'NORTH OF A WITNESS POST.  IT IS A
 GA2505'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2505'IN A 10-INCH, SQUARE,
 GA2505'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LOOP AZI 1963.
 GA2505'
 GA2505'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 GA2505'STATE ROUTE 33 FOR 0.15
 GA2505'MILE TO THE AZIMUTH MARK AND NEW HOPE CHURCH ON THE LEFT.
 GA2505'
 GA2505'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2505
 GA2505                          STATION RECOVERY (1964)
 GA2505
 GA2505'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2505'4.5 MI SW FROM NEW TAZEWELL.
 GA2505'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2505'33 FOR 4.8 MILES TO THE STATION ON THE LEFT.  THE STATION MARK IS
 GA2505'ABOUT 300 FEET SOUTH OF STATE ROUTE 33, 3 FEET SOUTHEAST OF A
 GA2505'A 30-INCH ELM TREE, 2 FEET NORTHEAST OF A FENCE AND 1.4 FEET NORTH
 GA2505'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2505'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2505'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2507 ***********************************************************************
 GA2507  DESIGNATION -  LOOP AZ MK
 GA2507  PID         -  GA2507
 GA2507  STATE/COUNTY-  TN/CLAIBORNE
 GA2507  USGS QUAD   -  CLOUDS (1952)
 GA2507
 GA2507                         *CURRENT SURVEY CONTROL
 GA2507  ___________________________________________________________________
 GA2507* NAD 83(1986)-  36 24 09.     (N)    083 40 02.     (W)     SCALED    
 GA2507* NAVD 88     -       404.288  (meters)    1326.40   (feet)  ADJUSTED  
 GA2507  ___________________________________________________________________
 GA2507  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2507  DYNAMIC HT  -         403.926 (meters)    1325.21  (feet)  COMP
 GA2507  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GA2507
 GA2507  VERT ORDER  -  SECOND    CLASS 0
 GA2507
 GA2507.The horizontal coordinates were scaled from a topographic map and have
 GA2507.an estimated accuracy of +/- 6 seconds.
 GA2507
 GA2507.The orthometric height was determined by differential leveling
 GA2507.and adjusted by the National Geodetic Survey in June 1991..
 GA2507
 GA2507.The geoid height was determined by GEOID03.
 GA2507
 GA2507.The dynamic height is computed by dividing the NAVD 88
 GA2507.geopotential number by the normal gravity value computed on the
 GA2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2507.degrees latitude (g = 980.6199 gals.).
 GA2507
 GA2507.The modeled gravity was interpolated from observed gravity values.
 GA2507
 GA2507;                    North         East    Units  Estimated Accuracy
 GA2507;SPC TN       -   232,070.      809,240.      MT  (+/- 180 meters Scaled)
 GA2507
 GA2507                          SUPERSEDED SURVEY CONTROL
 GA2507
 GA2507  NGVD 29 (??/??/??)  404.45   (m)         1326.9    (f) RESET       3  
 GA2507
 GA2507.Superseded values are not recommended for survey control.
 GA2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2507.See file dsdata.txt to determine how the superseded data were derived.
 GA2507
 GA2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA608318(NAD 83)
 GA2507_MARKER: DD = SURVEY DISK
 GA2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2507_STAMPING: LOOP AZI 1963
 GA2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2507+STABILITY: SURFACE MOTION
 GA2507
 GA2507  HISTORY     - Date     Condition        Report By
 GA2507  HISTORY     - 1963     MONUMENTED       TNHD
 GA2507  HISTORY     - 1964     GOOD             TNHD
 GA2507
 GA2507                          STATION DESCRIPTION
 GA2507
 GA2507'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2507'4.5 MI SW FROM NEW TAZEWELL.
 GA2507'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2507'33 FOR 4.95 MILES TO THE NEW HOPE CHURCH AND THE AZIMUTH MARK ON
 GA2507'THE LEFT.  THE AZIMUTH MARK IS 52 FEET WEST OF THE NORTHWEST
 GA2507'CORNER OF THE NEW HOPE MISSIONARY BAPTIST CHURCH, 23 FEET SOUTH
 GA2507'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 1.9 FEET NORTH OF
 GA2507'A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2507'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2507'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2506 ***********************************************************************
 GA2506  DESIGNATION -  LOOP RM 1
 GA2506  PID         -  GA2506
 GA2506  STATE/COUNTY-  TN/CLAIBORNE
 GA2506  USGS QUAD   -  CLOUDS (1952)
 GA2506
 GA2506                         *CURRENT SURVEY CONTROL
 GA2506  ___________________________________________________________________
 GA2506* NAD 83(1986)-  36 24 21.     (N)    083 39 33.     (W)     SCALED    
 GA2506* NAVD 88     -       449.428  (meters)    1474.50   (feet)  ADJUSTED  
 GA2506  ___________________________________________________________________
 GA2506  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2506  DYNAMIC HT  -         449.024 (meters)    1473.17  (feet)  COMP
 GA2506  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2506
 GA2506  VERT ORDER  -  SECOND    CLASS 0
 GA2506
 GA2506.The horizontal coordinates were scaled from a topographic map and have
 GA2506.an estimated accuracy of +/- 6 seconds.
 GA2506
 GA2506.The orthometric height was determined by differential leveling
 GA2506.and adjusted by the National Geodetic Survey in June 1991..
 GA2506
 GA2506.The geoid height was determined by GEOID03.
 GA2506
 GA2506.The dynamic height is computed by dividing the NAVD 88
 GA2506.geopotential number by the normal gravity value computed on the
 GA2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2506.degrees latitude (g = 980.6199 gals.).
 GA2506
 GA2506.The modeled gravity was interpolated from observed gravity values.
 GA2506
 GA2506;                    North         East    Units  Estimated Accuracy
 GA2506;SPC TN       -   232,460.      809,950.      MT  (+/- 180 meters Scaled)
 GA2506
 GA2506                          SUPERSEDED SURVEY CONTROL
 GA2506
 GA2506  NGVD 29 (??/??/92)  449.528  (m)         1474.83   (f) ADJ UNCH    2 0
 GA2506
 GA2506.Superseded values are not recommended for survey control.
 GA2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2506.See file dsdata.txt to determine how the superseded data were derived.
 GA2506
 GA2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615322(NAD 83)
 GA2506_MARKER: DD = SURVEY DISK
 GA2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2506_STAMPING: LOOP RM-1 1963
 GA2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2506+STABILITY: SURFACE MOTION
 GA2506
 GA2506  HISTORY     - Date     Condition        Report By
 GA2506  HISTORY     - 1963     MONUMENTED       TNHD
 GA2506  HISTORY     - 1964     GOOD             TNHD
 GA2506
 GA2506                          STATION DESCRIPTION
 GA2506
 GA2506'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2506'4.5 MI SW FROM NEW TAZEWELL.
 GA2506'THIS MARK IS LOCATED AT THE LOOP 1963 STATION SITE, 6 FEET
 GA2506'NORTHEAST OF A FENCE AND 21 FEET SOUTH-SOUTHEAST OF THE STATION.
 GA2506'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2506'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2504 ***********************************************************************
 GA2504  DESIGNATION -  LOOP RM 2
 GA2504  PID         -  GA2504
 GA2504  STATE/COUNTY-  TN/CLAIBORNE
 GA2504  USGS QUAD   -  CLOUDS (1952)
 GA2504
 GA2504                         *CURRENT SURVEY CONTROL
 GA2504  ___________________________________________________________________
 GA2504* NAD 83(1986)-  36 24 21.     (N)    083 39 33.     (W)     SCALED    
 GA2504* NAVD 88     -       447.811  (meters)    1469.19   (feet)  ADJUSTED  
 GA2504  ___________________________________________________________________
 GA2504  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2504  DYNAMIC HT  -         447.409 (meters)    1467.87  (feet)  COMP
 GA2504  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2504
 GA2504  VERT ORDER  -  SECOND    CLASS 0
 GA2504
 GA2504.The horizontal coordinates were scaled from a topographic map and have
 GA2504.an estimated accuracy of +/- 6 seconds.
 GA2504
 GA2504.The orthometric height was determined by differential leveling
 GA2504.and adjusted by the National Geodetic Survey in June 1991..
 GA2504
 GA2504.The geoid height was determined by GEOID03.
 GA2504
 GA2504.The dynamic height is computed by dividing the NAVD 88
 GA2504.geopotential number by the normal gravity value computed on the
 GA2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2504.degrees latitude (g = 980.6199 gals.).
 GA2504
 GA2504.The modeled gravity was interpolated from observed gravity values.
 GA2504
 GA2504;                    North         East    Units  Estimated Accuracy
 GA2504;SPC TN       -   232,460.      809,950.      MT  (+/- 180 meters Scaled)
 GA2504
 GA2504                          SUPERSEDED SURVEY CONTROL
 GA2504
 GA2504  NGVD 29 (??/??/92)  447.912  (m)         1469.52   (f) ADJ UNCH    2 0
 GA2504
 GA2504.Superseded values are not recommended for survey control.
 GA2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2504.See file dsdata.txt to determine how the superseded data were derived.
 GA2504
 GA2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615322(NAD 83)
 GA2504_MARKER: DD = SURVEY DISK
 GA2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2504_STAMPING: LOOP RM-2 1963
 GA2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2504+STABILITY: SURFACE MOTION
 GA2504
 GA2504  HISTORY     - Date     Condition        Report By
 GA2504  HISTORY     - 1963     MONUMENTED       TNHD
 GA2504  HISTORY     - 1964     GOOD             TNHD
 GA2504
 GA2504                          STATION DESCRIPTION
 GA2504
 GA2504'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2504'4.5 MI SW FROM NEW TAZEWELL.
 GA2504'THIS MARK IS LOCATED AT THE LOOP 1963 STATION SITE, 10 FEET
 GA2504'SOUTHEAST OF A CEDAR TREE, 2 FEET NORTHEAST OF A FENCE AND 20
 GA2504'FEET NORTH-NORTHWEST OF THE STATION.  THE MARK IS A STANDARD
 GA2504'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2504'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0892 ***********************************************************************
 FD0892  DESIGNATION -  LORETTO
 FD0892  PID         -  FD0892
 FD0892  STATE/COUNTY-  TN/LAWRENCE
 FD0892  USGS QUAD   -  LORETTO (1976)
 FD0892
 FD0892                         *CURRENT SURVEY CONTROL
 FD0892  ___________________________________________________________________
 FD0892* NAD 83(1995)-  35 05 31.53181(N)    087 25 26.80972(W)     ADJUSTED  
 FD0892* NAVD 88     -       263.616  (meters)     864.88   (feet)  ADJUSTED  
 FD0892  ___________________________________________________________________
 FD0892  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD0892  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0892  DYNAMIC HT  -         263.364 (meters)     864.05  (feet)  COMP
 FD0892  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FD0892
 FD0892  HORZ ORDER  -  SECOND
 FD0892  VERT ORDER  -  SECOND    CLASS 0
 FD0892
 FD0892.The horizontal coordinates were established by classical geodetic methods
 FD0892.and adjusted by the National Geodetic Survey in April 1999..
 FD0892
 FD0892.The orthometric height was determined by differential leveling
 FD0892.and adjusted by the National Geodetic Survey in June 1991..
 FD0892
 FD0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0892
 FD0892.The geoid height was determined by GEOID03.
 FD0892
 FD0892.The dynamic height is computed by dividing the NAVD 88
 FD0892.geopotential number by the normal gravity value computed on the
 FD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0892.degrees latitude (g = 980.6199 gals.).
 FD0892
 FD0892.The modeled gravity was interpolated from observed gravity values.
 FD0892
 FD0892;                    North         East     Units Scale Factor Converg.
 FD0892;SPC TN       -    85,130.224   470,141.557   MT  1.00003162   -0 50 01.4
 FD0892;SPC TN       -   279,298.08  1,542,456.09   sFT  1.00003162   -0 50 01.4
 FD0892;UTM  16      - 3,883,338.068   461,342.203   MT  0.99961842   -0 14 37.8
 FD0892
 FD0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0892!SPC TN       -   0.99996295  x   1.00003162  =   0.99999456
 FD0892!UTM  16      -   0.99996295  x   0.99961842  =   0.99958138
 FD0892
 FD0892|---------------------------------------------------------------------|
 FD0892| PID    Reference Object                     Distance      Geod. Az  |
 FD0892|                                                           dddmmss.s |
 FD0892| FD0893 LORETTO RM 1                         25.268 METERS 03411     |
 FD0892| FD1561 BUSBY                               APPROX. 4.7 KM 0412426.7 |
 FD0892| FD0890 LORETTO RM 2                         25.184 METERS 22121     |
 FD0892| FD1562 LORETTO MUNICIPAL TANK              APPROX. 3.4 KM 2263113.9 |
 FD0892| FD0891 LORETTO AZ MK                                      2711759.0 |
 FD0892|---------------------------------------------------------------------|
 FD0892
 FD0892                          SUPERSEDED SURVEY CONTROL
 FD0892
 FD0892  NAD 83(1995)-  35 05 31.53148(N)    087 25 26.81196(W) AD(       ) 2
 FD0892  NAD 83(1995)-  35 05 31.54090(N)    087 25 26.81455(W) AD(       ) 2
 FD0892  NAD 83(1986)-  35 05 31.54279(N)    087 25 26.81388(W) AD(       ) 2
 FD0892  NAD 27      -  35 05 31.24020(N)    087 25 26.73020(W) AD(       ) 2
 FD0892  NGVD 29 (??/??/92)  263.577  (m)          864.75   (f) ADJ UNCH    2 0
 FD0892
 FD0892.Superseded values are not recommended for survey control.
 FD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0892.See file dsdata.txt to determine how the superseded data were derived.
 FD0892
 FD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6134283338(NAD 83)
 FD0892_MARKER: DD = SURVEY DISK
 FD0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0892_STAMPING: LORETTO 1962
 FD0892_MARK LOGO: TNHD  
 FD0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0892+STABILITY: SURFACE MOTION
 FD0892
 FD0892  HISTORY     - Date     Condition        Report By
 FD0892  HISTORY     - 1962     MONUMENTED       TNHD
 FD0892  HISTORY     - 1962     GOOD             TNHD
 FD0892  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0892
 FD0892                          STATION DESCRIPTION
 FD0892
 FD0892'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0892'1.2 MI NE FROM LORETTO.
 FD0892'FROM THE POST OFFICE IN LORETTO, GO NORTHEAST ON U.S. HIGHWAY 43
 FD0892'FOR 1.2 MILES TO THE STATION ON THE LEFT.  THE STATION IS 42 FEET
 FD0892'NORTH OF THE CENTERLINE OF AUGUSTINE DRIVE, 30 FEET WEST OF THE
 FD0892'CENTERLINE OF U.S. HIGHWAY 43 AND 25.2 FEET NORTHEAST OF A WITNESS
 FD0892'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0892'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0892'THE GROUND.
 FD0892
 FD0892                          STATION RECOVERY (1962)
 FD0892
 FD0892'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0892'THE STATION IS LOCATED ABOUT 1.2 MILES NORTHEAST OF LORETTO.
 FD0892'
 FD0892'TO REACH THE STATION FROM THE POST OFFICE IN LORETTO, GO NORTHEAST ON
 FD0892'U S HIGHWAY 43 FOR 1.2
 FD0892'MILES TO THE STATION ON THE LEFT.
 FD0892'
 FD0892'THE STATION IS 42 FEET NORTH OF THE APPROXIMATE CENTER OF AUGUSTINE
 FD0892'DRIVE, 30 FEET WEST OF THE
 FD0892'APPROXIMATE CENTER OF U S HIGHWAY 43 AND 25.2 FEET
 FD0892'NORTHEAST OF A WITNESS POST.
 FD0892'SURFACE AND UNDERGROUND MARKS ARE
 FD0892'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 FD0892'ARE STAMPED LORETTO
 FD0892'1962.  THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 FD0892'SURFACE DISK IS
 FD0892'SET IN A 10-INCH SQUARE CONCRETE, FLUSH, MONUMENT.
 FD0892'
 FD0892'REFERENCE MARK NO 1 IS 34 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0892'HIGHWAY 43.  IT IS A
 FD0892'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0892'10-INCH SQUARE CONCRETE
 FD0892'MONUMENT, FLUSH, AND THE DISK IS STAMPED
 FD0892'LORETTO RM 1 1962.
 FD0892'
 FD0892'REFERENCE MARK NO 2 IS 37 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0892'HIGHWAY 43, 36 FEET SOUTH
 FD0892'OF THE APPROXIMATE CENTER OF AUGUSTINE DRIVE AND
 FD0892'5.6 FEET SOUTHEAST OF A STOP SIGN.
 FD0892'IT IS A STANDARD TENNESSEE
 FD0892'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE
 FD0892'CONCRETE MONUMENT,
 FD0892'FLUSH, AND THE DISK IS STAMPED LORETTO RM 2 1962.
 FD0892'
 FD0892'THE AZIMUTH MARK IS 15 FEET EAST OF THE EAST RAIL OF A RAILROAD
 FD0892'TRACK, 13 FEET SOUTH OF THE
 FD0892'APPROXIMATE CENTER OF AUGUSTINE DRIVE AND 1.6 FEET
 FD0892'NORTHWEST OF A WITNESS POST.
 FD0892'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0892'DEPARTMENT REFERENCE MARK DISK SET IN A 10-INCH
 FD0892'SQUARE CONCRETE
 FD0892'MONUMENT, PROJECTING 1-INCH, AND THE DISK IS STAMPED LORETTO AZI 1962.
 FD0892'
 FD0892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON AUGUSTINE
 FD0892'DRIVE FOR 0.15 MILE TO A
 FD0892'RAILROAD CROSSING AND THE AZIMUTH MARK ON THE LEFT.
 FD0892'
 FD0892'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0892'
 FD0892'HEIGHT OF LIGHT ABOVE STATION MARK 22.34 METERS.
 FD0892
 FD0892                          STATION RECOVERY (1983)
 FD0892
 FD0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0892'NOT RECOVERED, POSSIBLY COVERED OVER WITH HIGHWAY ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0891 ***********************************************************************
 FD0891  DESIGNATION -  LORETTO AZ MK
 FD0891  PID         -  FD0891
 FD0891  STATE/COUNTY-  TN/LAWRENCE
 FD0891  USGS QUAD   -  LORETTO (1976)
 FD0891
 FD0891                         *CURRENT SURVEY CONTROL
 FD0891  ___________________________________________________________________
 FD0891* NAD 83(1986)-  35 05 31.     (N)    087 25 35.     (W)     SCALED    
 FD0891* NAVD 88     -       261.653  (meters)     858.44   (feet)  ADJUSTED  
 FD0891  ___________________________________________________________________
 FD0891  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0891  DYNAMIC HT  -         261.403 (meters)     857.62  (feet)  COMP
 FD0891  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FD0891
 FD0891  VERT ORDER  -  SECOND    CLASS 0
 FD0891
 FD0891.The horizontal coordinates were scaled from a topographic map and have
 FD0891.an estimated accuracy of +/- 6 seconds.
 FD0891
 FD0891.The orthometric height was determined by differential leveling
 FD0891.and adjusted by the National Geodetic Survey in June 1991..
 FD0891
 FD0891.The geoid height was determined by GEOID03.
 FD0891
 FD0891.The dynamic height is computed by dividing the NAVD 88
 FD0891.geopotential number by the normal gravity value computed on the
 FD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0891.degrees latitude (g = 980.6199 gals.).
 FD0891
 FD0891.The modeled gravity was interpolated from observed gravity values.
 FD0891
 FD0891;                    North         East    Units  Estimated Accuracy
 FD0891;SPC TN       -    85,120.      469,930.      MT  (+/- 180 meters Scaled)
 FD0891
 FD0891                          SUPERSEDED SURVEY CONTROL
 FD0891
 FD0891  NGVD 29 (??/??/92)  261.614  (m)          858.31   (f) ADJ UNCH    2 0
 FD0891
 FD0891.Superseded values are not recommended for survey control.
 FD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0891.See file dsdata.txt to determine how the superseded data were derived.
 FD0891
 FD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD611833(NAD 83)
 FD0891_MARKER: DD = SURVEY DISK
 FD0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0891_STAMPING: LORETTO AZI 1962
 FD0891_MARK LOGO: TNHD  
 FD0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0891+STABILITY: SURFACE MOTION
 FD0891
 FD0891  HISTORY     - Date     Condition        Report By
 FD0891  HISTORY     - 1962     MONUMENTED       TNHD
 FD0891  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0891
 FD0891                          STATION DESCRIPTION
 FD0891
 FD0891'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0891'1.2 MI NE FROM LORETTO.
 FD0891'FROM THE POST OFFICE IN LORETTO, GO NORTHEAST ON U.S. HIGHWAY
 FD0891'43 GO 1.2 MILES TO THE INTERSECTION OF AUGUSTINE DRIVE ON THE
 FD0891'LEFT.  TURN LEFT ON AUGUSTINE DRIVE AND GO 0.15 MILE TO THE MARK
 FD0891'ON THE LEFT NEAR A RAILROAD CROSSING.  THE AZIMUTH MARK IS 15
 FD0891'FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK 13 FEET SOUTH OF
 FD0891'THE CENTERLINE OF AUGUSTINE DRIVE 1.6 FEET NORTHWEST OF A WITNESS
 FD0891'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0891'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH
 FD0891'ABOVE THE GROUND.
 FD0891
 FD0891                          STATION RECOVERY (1983)
 FD0891
 FD0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0891'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1562 ***********************************************************************
 FD1562  DESIGNATION -  LORETTO MUNICIPAL TANK
 FD1562  PID         -  FD1562
 FD1562  STATE/COUNTY-  TN/LAWRENCE
 FD1562  USGS QUAD   -  LORETTO (1976)
 FD1562
 FD1562                         *CURRENT SURVEY CONTROL
 FD1562  ___________________________________________________________________
 FD1562* NAD 83(1995)-  35 04 16.11620(N)    087 27 03.53044(W)     ADJUSTED  
 FD1562* NAVD 88     -                                                        
 FD1562  ___________________________________________________________________
 FD1562  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FD1562  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FD1562
 FD1562  HORZ ORDER  -  THIRD
 FD1562
 FD1562.The horizontal coordinates were established by classical geodetic methods
 FD1562.and adjusted by the National Geodetic Survey in April 1999..
 FD1562
 FD1562
 FD1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1562
 FD1562.The geoid height was determined by GEOID03.
 FD1562
 FD1562;                    North         East     Units Scale Factor Converg.
 FD1562;SPC TN       -    82,842.285   467,657.411   MT  1.00003638   -0 50 58.1
 FD1562;SPC TN       -   271,791.73  1,534,306.02   sFT  1.00003638   -0 50 58.1
 FD1562;UTM  16      - 3,881,025.623   458,882.772   MT  0.99962084   -0 15 32.9
 FD1562
 FD1562                          SUPERSEDED SURVEY CONTROL
 FD1562
 FD1562  NAD 83(1995)-  35 04 16.11552(N)    087 27 03.53325(W) AD(       ) 4
 FD1562  NAD 83(1995)-  35 04 16.12503(N)    087 27 03.53678(W) AD(       ) 4
 FD1562  NAD 83(1986)-  35 04 16.12709(N)    087 27 03.53566(W) AD(       ) 4
 FD1562  NAD 27      -  35 04 15.82000(N)    087 27 03.45200(W) AD(       ) 3
 FD1562
 FD1562.Superseded values are not recommended for survey control.
 FD1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1562.See file dsdata.txt to determine how the superseded data were derived.
 FD1562
 FD1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5888381026(NAD 83)
 FD1562_MARKER: 53 = ELEVATED TANK
 FD1562
 FD1562  HISTORY     - Date     Condition        Report By
 FD1562  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1562
 FD1562                          STATION DESCRIPTION
 FD1562
 FD1562'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1562'TO REACH THE STATION FROM THE POST OFFICE LORETTO, GO 1.0 MILE
 FD1562'SOUTHWEST ON U S
 FD1562'HIGHWAY 43 TO DEMUMBRUM STREET ON THE RIGHT, TURN RIGHT AND GO
 FD1562'0.1 MILE NORTH ON
 FD1562'DEMUMBRUM STREET TO THE T INTERSECTION OF SECOND
 FD1562'TURN LEFT AND GO 0.1 MILE WEST ON
 FD1562'SECOND AVENUE TO THE LORETTO HIGH SCHOOL ON
 FD1562'THE RIGHT.  THE STATION IS LOCATED ON THE PROPERTY
 FD1562'OF LORETTO HIGH SCHOOL.
 FD1562'
 FD1562'IT IS A 4 LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 FD1562'LETTERING LORETTO
 FD1562'TENN ON THE SIDE OF THE TANK.  THE OVERALL HEIGHT IS ABOUT
 FD1562'120 FEET.  THE POINT
 FD1562'INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0893 ***********************************************************************
 FD0893  DESIGNATION -  LORETTO RM 1
 FD0893  PID         -  FD0893
 FD0893  STATE/COUNTY-  TN/LAWRENCE
 FD0893  USGS QUAD   -  LORETTO (1976)
 FD0893
 FD0893                         *CURRENT SURVEY CONTROL
 FD0893  ___________________________________________________________________
 FD0893* NAD 83(1986)-  35 05 31.     (N)    087 25 27.     (W)     SCALED    
 FD0893* NAVD 88     -       263.397  (meters)     864.16   (feet)  ADJUSTED  
 FD0893  ___________________________________________________________________
 FD0893  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0893  DYNAMIC HT  -         263.145 (meters)     863.33  (feet)  COMP
 FD0893  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FD0893
 FD0893  VERT ORDER  -  SECOND    CLASS 0
 FD0893
 FD0893.The horizontal coordinates were scaled from a topographic map and have
 FD0893.an estimated accuracy of +/- 6 seconds.
 FD0893
 FD0893.The orthometric height was determined by differential leveling
 FD0893.and adjusted by the National Geodetic Survey in June 1991..
 FD0893
 FD0893.The geoid height was determined by GEOID03.
 FD0893
 FD0893.The dynamic height is computed by dividing the NAVD 88
 FD0893.geopotential number by the normal gravity value computed on the
 FD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0893.degrees latitude (g = 980.6199 gals.).
 FD0893
 FD0893.The modeled gravity was interpolated from observed gravity values.
 FD0893
 FD0893;                    North         East    Units  Estimated Accuracy
 FD0893;SPC TN       -    85,110.      470,140.      MT  (+/- 180 meters Scaled)
 FD0893
 FD0893                          SUPERSEDED SURVEY CONTROL
 FD0893
 FD0893  NGVD 29 (??/??/92)  263.358  (m)          864.03   (f) ADJ UNCH    2 0
 FD0893
 FD0893.Superseded values are not recommended for survey control.
 FD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0893.See file dsdata.txt to determine how the superseded data were derived.
 FD0893
 FD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD613833(NAD 83)
 FD0893_MARKER: DD = SURVEY DISK
 FD0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0893_STAMPING: LORETTO RM-1 1962
 FD0893_MARK LOGO: TNHD  
 FD0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0893+STABILITY: SURFACE MOTION
 FD0893
 FD0893  HISTORY     - Date     Condition        Report By
 FD0893  HISTORY     - 1962     MONUMENTED       TNHD
 FD0893  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0893
 FD0893                          STATION DESCRIPTION
 FD0893
 FD0893'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0893'1.2 MI NE FROM LORETTO.
 FD0893'THIS MARK IS LOCATED AT THE LORETTO 1962 STATION SITE, 34 FEET
 FD0893'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, AND IS 83 FEET NORTHEAST
 FD0893'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0893'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FD0893'CONCRETE MONUMENT.
 FD0893
 FD0893                          STATION RECOVERY (1983)
 FD0893
 FD0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0893'NOT RECOVERED, POSSIBLY COVERED OVER WHEN HIGHWAY WAS ASPHALTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0890 ***********************************************************************
 FD0890  DESIGNATION -  LORETTO RM 2
 FD0890  PID         -  FD0890
 FD0890  STATE/COUNTY-  TN/LAWRENCE
 FD0890  USGS QUAD   -  LORETTO (1976)
 FD0890
 FD0890                         *CURRENT SURVEY CONTROL
 FD0890  ___________________________________________________________________
 FD0890* NAD 83(1986)-  35 05 27.     (N)    087 25 29.     (W)     SCALED    
 FD0890* NAVD 88     -       263.552  (meters)     864.67   (feet)  ADJUSTED  
 FD0890  ___________________________________________________________________
 FD0890  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0890  DYNAMIC HT  -         263.300 (meters)     863.84  (feet)  COMP
 FD0890  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FD0890
 FD0890  VERT ORDER  -  FIRST     CLASS II
 FD0890
 FD0890.The horizontal coordinates were scaled from a topographic map and have
 FD0890.an estimated accuracy of +/- 6 seconds.
 FD0890
 FD0890.The orthometric height was determined by differential leveling
 FD0890.and adjusted by the National Geodetic Survey in June 1991..
 FD0890
 FD0890.The geoid height was determined by GEOID03.
 FD0890
 FD0890.The dynamic height is computed by dividing the NAVD 88
 FD0890.geopotential number by the normal gravity value computed on the
 FD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0890.degrees latitude (g = 980.6199 gals.).
 FD0890
 FD0890.The modeled gravity was interpolated from observed gravity values.
 FD0890
 FD0890;                    North         East    Units  Estimated Accuracy
 FD0890;SPC TN       -    84,990.      470,080.      MT  (+/- 180 meters Scaled)
 FD0890
 FD0890                          SUPERSEDED SURVEY CONTROL
 FD0890
 FD0890  NGVD 29 (??/??/92)  263.514  (m)          864.55   (f) ADJ UNCH    1 2
 FD0890
 FD0890.Superseded values are not recommended for survey control.
 FD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0890.See file dsdata.txt to determine how the superseded data were derived.
 FD0890
 FD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD612831(NAD 83)
 FD0890_MARKER: DD = SURVEY DISK
 FD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0890_STAMPING: LORETTO RM-2 1962
 FD0890_MARK LOGO: TNHD  
 FD0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0890+STABILITY: SURFACE MOTION
 FD0890
 FD0890  HISTORY     - Date     Condition        Report By
 FD0890  HISTORY     - 1983     MONUMENTED       NGS
 FD0890
 FD0890                          STATION DESCRIPTION
 FD0890
 FD0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD0890'RECOVERED IN GOOD CONDITION.  NOTE, 4.3 METERS (14.0 FT)
 FD0890'EAST-SOUTHEAST OF A STOP SIGN, 1.8 METERS (6.0 FT) SOUTH-SOUTHEAST OF
 FD0890'A STREET SIGN, AND 2.4 METERS (8.0 FT) EAST-SOUTHEAST OF A 13 CM (5
 FD0890'INCH) PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0571 ***********************************************************************
 FC0571  DESIGNATION -  LOST
 FC0571  PID         -  FC0571
 FC0571  STATE/COUNTY-  TN/MCMINN
 FC0571  USGS QUAD   -  CHARLESTON (1980)
 FC0571
 FC0571                         *CURRENT SURVEY CONTROL
 FC0571  ___________________________________________________________________
 FC0571* NAD 83(1995)-  35 20 05.22016(N)    084 46 42.81642(W)     ADJUSTED  
 FC0571* NAVD 88     -       290.261  (meters)     952.30   (feet)  ADJUSTED  
 FC0571  ___________________________________________________________________
 FC0571  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FC0571  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0571  DYNAMIC HT  -         289.979 (meters)     951.37  (feet)  COMP
 FC0571  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0571
 FC0571  HORZ ORDER  -  SECOND
 FC0571  VERT ORDER  -  SECOND    CLASS 0
 FC0571
 FC0571.The horizontal coordinates were established by classical geodetic methods
 FC0571.and adjusted by the National Geodetic Survey in April 1999..
 FC0571
 FC0571.The orthometric height was determined by differential leveling
 FC0571.and adjusted by the National Geodetic Survey in June 1991..
 FC0571
 FC0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0571
 FC0571.The geoid height was determined by GEOID03.
 FC0571
 FC0571.The dynamic height is computed by dividing the NAVD 88
 FC0571.geopotential number by the normal gravity value computed on the
 FC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0571.degrees latitude (g = 980.6199 gals.).
 FC0571
 FC0571.The modeled gravity was interpolated from observed gravity values.
 FC0571
 FC0571;                    North         East     Units Scale Factor Converg.
 FC0571;SPC TN       -   111,803.790   711,042.537   MT  0.99998612   +0 42 54.3
 FC0571;SPC TN       -   366,809.60  2,332,812.06   sFT  0.99998612   +0 42 54.3
 FC0571;UTM  16      - 3,912,434.599   701,897.861   MT  1.00010237   +1 17 06.8
 FC0571
 FC0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0571!SPC TN       -   0.99995919  x   0.99998612  =   0.99994531
 FC0571!UTM  16      -   0.99995919  x   1.00010237  =   1.00006155
 FC0571
 FC0571:                Primary Azimuth Mark                     Grid Az
 FC0571:SPC TN       -  LOST AZ MK                               093 57 48.7
 FC0571:UTM  16      -  LOST AZ MK                               093 23 36.2
 FC0571
 FC0571|---------------------------------------------------------------------|
 FC0571| PID    Reference Object                     Distance      Geod. Az  |
 FC0571|                                                           dddmmss.s |
 FC0571| FC0573 LOST AZ MK                                         0944043.0 |
 FC0571| FC1800 CHARLESTON CALHOUN MUN SPIPE        APPROX. 6.4 KM 1570815.8 |
 FC0571| FC0572 LOST RM 1                            19.162 METERS 22531     |
 FC0571| FC0570 LOST RM 2                            23.371 METERS 32637     |
 FC0571|---------------------------------------------------------------------|
 FC0571
 FC0571                          SUPERSEDED SURVEY CONTROL
 FC0571
 FC0571  NAD 83(1995)-  35 20 05.22327(N)    084 46 42.81708(W) AD(       ) 2
 FC0571  NAD 83(1995)-  35 20 05.22239(N)    084 46 42.81733(W) AD(       ) 2
 FC0571  NAD 83(1995)-  35 20 05.22290(N)    084 46 42.81657(W) AD(       ) 2
 FC0571  NAD 83(1986)-  35 20 05.22621(N)    084 46 42.81437(W) AD(       ) 2
 FC0571  NAD 27      -  35 20 04.96290(N)    084 46 43.02720(W) AD(       ) 2
 FC0571  NGVD 29 (??/??/92)  290.323  (m)          952.50   (f) ADJ UNCH    2 0
 FC0571
 FC0571.Superseded values are not recommended for survey control.
 FC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0571.See file dsdata.txt to determine how the superseded data were derived.
 FC0571
 FC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0189812435(NAD 83)
 FC0571_MARKER: DE = TRAVERSE STATION DISK
 FC0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0571_STAMPING: LOST 1961
 FC0571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0571+STABILITY: SURFACE MOTION
 FC0571
 FC0571  HISTORY     - Date     Condition        Report By
 FC0571  HISTORY     - 1961     MONUMENTED       CGS
 FC0571  HISTORY     - 1961     GOOD             CGS
 FC0571  HISTORY     - 1981     MARK NOT FOUND   NGS
 FC0571
 FC0571                          STATION DESCRIPTION
 FC0571
 FC0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0571'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF RICEVILLE, 4 MILES
 FC0571'NORTH OF CHARLESTON, ON THE SOUTHERN END OF SPRING CREEK
 FC0571'RIDGE AND ON THE PROPERTY OF HIAWASSEE LAND COMPANY.
 FC0571'
 FC0571'TO REACH THE STATION FROM THE BOWATER PLANT ENTRANCE WHICH IS JUST
 FC0571'NORTH OF THE CITY LIMITS OF CHARLESTON, GO NORTHERLY ON
 FC0571'U.S. HIGHWAY 11 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT AND SIGN,
 FC0571'HIAWASSEE LAND COMPANY, TURN LEFT ON A HARD SURFACE ROAD AND GO
 FC0571'1.65 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON A GRAVELED ROAD
 FC0571'AND GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT, KEEP STRAIGHT AHEAD
 FC0571'AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WESTERLY
 FC0571'FOR 0.3 MILE TO A BARN ON THE RIGHT, KEEP RIGHT AROUND CURVE FOR
 FC0571'ABOUT 25 YARDS, THEN TURN SHARP LEFT INTO WOODS AND FOLLOW A DIM
 FC0571'TRACK ROAD FOR ABOUT 15 YARDS TO A FORK, KEEP RIGHT UP HILL AND
 FC0571'FOLLOW DIM TRACK ROAD FOR 0.5 MILE TO THE STATION.
 FC0571'
 FC0571'THE STATION MARK IS 3.1 FEET EAST OF A METAL WITNESS POST AND SET ON
 FC0571'THE EASTERN SLOPE OF THE RIDGE NEAR THE SUMMIT. IT IS A STANDARD
 FC0571'TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 FC0571'INCHES AND IS STAMPED LOST 1961.
 FC0571'
 FC0571'REFERENCE MARK NO. 1 IS 60.7 FEET SOUTHWEST OF A METAL WITNESS POST
 FC0571'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD
 FC0571'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 FC0571'STAMPED LOST NO 1 1961.
 FC0571'
 FC0571'REFERENCE MARK NO. 2 IS 75.1 FEET NORTHWEST OF A METAL WITNESS POST
 FC0571'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD
 FC0571'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 FC0571'STAMPED LOST NO 2 1961.
 FC0571'
 FC0571'THE AZIMUTH MARK IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0571'GRAVELED ROAD, 4.0 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 FC0571'NORTH OF A WIRE FENCE. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC0571'MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED LOST 1961.
 FC0571'
 FC0571'HEIGHT OF LIGHT ABOVE STATION MARK 27.1 METERS.
 FC0571
 FC0571                          STATION RECOVERY (1961)
 FC0571
 FC0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0571'4 MI N FROM CHARLESTON.
 FC0571'TO REACH THE STATION FROM THE BOWATER PLANT ENTRANCE WHICH IS
 FC0571'JUST NORTH OF THE CITY LIMITS OF CHARLESTON, GO NORTH ON U.S.
 FC0571'HWY. 11 FOR 0.8 MILE TO A SIDE ROAD ON THE LIFT AND SIGN,
 FC0571'HIWASSEE LAND COMPANY, TURN LEFT ON A HARD SURFACE ROAD AND
 FC0571'GO 1.65 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON A
 FC0571'GRAVELED ROAD AND GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT, KEEP
 FC0571'STRAIGHT AHEAD AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE
 FC0571'RIGHT.  CONTINUE WEST FOR 0.3 MILE TO A BARN ON THE RIGHT,
 FC0571'KEEP RIGHT AROUND CURVE FOR ABOUT 25 YARDS, THEN TURN SHARP
 FC0571'LEFT INTO WOODS AND FOLLOW A DIM TRACK ROAD FOR ABOUT 15 YARDS
 FC0571'TO A FORK, KEEP RIGHT UP HILL AND FOLLOW DIM TRACK ROAD FOR
 FC0571'0.5 MILE TO THE STATION, 3.1 FEET EAST OF A WITNESS POST.  THE
 FC0571'DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0571
 FC0571                          STATION RECOVERY (1981)
 FC0571
 FC0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0571'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION AND
 FC0571'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THE LAST 0.5 MILE
 FC0571'ROAD TO THE STATION NO LONGER EXISTS DUE TO LOGGING IN THE AREA.  THE
 FC0571'MARKS MIGHT STILL BE IN PLACE BUT JUST NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1904 ***********************************************************************
 FC1904  DESIGNATION -  LOST
 FC1904  PID         -  FC1904
 FC1904  STATE/COUNTY-  TN/FRANKLIN
 FC1904  USGS QUAD   -  SEWANEE (1974)
 FC1904
 FC1904                         *CURRENT SURVEY CONTROL
 FC1904  ___________________________________________________________________
 FC1904* NAD 83(1995)-  35 10 13.80327(N)    085 52 44.47283(W)     ADJUSTED  
 FC1904* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 FC1904  ___________________________________________________________________
 FC1904  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FC1904  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1904
 FC1904  HORZ ORDER  -  SECOND
 FC1904
 FC1904.The horizontal coordinates were established by classical geodetic methods
 FC1904.and adjusted by the National Geodetic Survey in April 1999..
 FC1904
 FC1904.The orthometric height was scaled from a topographic map.
 FC1904
 FC1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1904
 FC1904.The geoid height was determined by GEOID03.
 FC1904
 FC1904;                    North         East     Units Scale Factor Converg.
 FC1904;SPC TN       -    92,891.310   611,021.226   MT  1.00001498   +0 04 15.0
 FC1904;SPC TN       -   304,760.91  2,004,658.81   sFT  1.00001498   +0 04 15.0
 FC1904;UTM  16      - 3,892,526.479   602,080.833   MT  0.99972842   +0 38 44.7
 FC1904
 FC1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1904!SPC TN       -   0.99991206  x   1.00001498  =   0.99992704
 FC1904!UTM  16      -   0.99991206  x   0.99972842  =   0.99964051
 FC1904
 FC1904:                Primary Azimuth Mark                     Grid Az
 FC1904:SPC TN       -  MONTEAGLE MUNICIPAL TANK                 025 03 18.7
 FC1904:UTM  16      -  MONTEAGLE MUNICIPAL TANK                 024 28 49.0
 FC1904
 FC1904|---------------------------------------------------------------------|
 FC1904| PID    Reference Object                     Distance      Geod. Az  |
 FC1904|                                                           dddmmss.s |
 FC1904| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 8.6 KM 0250733.7 |
 FC1904| CG6823 LOST RM 1                            33.741 METERS 14842     |
 FC1904| CG6825 LOST RM 3                            33.421 METERS 19330     |
 FC1904| CG6824 LOST RM 2                            36.241 METERS 27550     |
 FC1904| CG6822 LOST AZ MK RESET                                   2853655.4 |
 FC1904| CG6826 LOST RM 4                            27.142 METERS 29130     |
 FC1904| CG6821 LOST AZ MK                                         2931055.5 |
 FC1904| FC1908 SEWANEE SMALL BLACK TANK            APPROX. 5.1 KM 3060828.7 |
 FC1904| FC1907 SEWANEE MUNICIPAL TANK              APPROX. 5.3 KM 3173115.9 |
 FC1904| FC1906 SEWANEE LOOKOUT TOWER SC 1          APPROX. 5.5 KM 3512020.5 |
 FC1904| FC1909 SEWANEE TVA RADIO MAST              APPROX. 5.5 KM 3521332.8 |
 FC1904|---------------------------------------------------------------------|
 FC1904
 FC1904                          SUPERSEDED SURVEY CONTROL
 FC1904
 FC1904  NAD 83(1995)-  35 10 13.80490(N)    085 52 44.47288(W) AD(       ) 2
 FC1904  NAD 83(1995)-  35 10 13.80535(N)    085 52 44.47391(W) AD(       ) 2
 FC1904  NAD 83(1995)-  35 10 13.80961(N)    085 52 44.47135(W) AD(       ) 2
 FC1904  NAD 83(1986)-  35 10 13.81058(N)    085 52 44.47080(W) AD(       ) 2
 FC1904  NAD 27      -  35 10 13.51400(N)    085 52 44.55200(W) AD(       ) 2
 FC1904
 FC1904.Superseded values are not recommended for survey control.
 FC1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1904.See file dsdata.txt to determine how the superseded data were derived.
 FC1904
 FC1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0208192526(NAD 83)
 FC1904_MARKER: DS = TRIANGULATION STATION DISK
 FC1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1904
 FC1904  HISTORY     - Date     Condition        Report By
 FC1904  HISTORY     - 1934     MONUMENTED       CGS
 FC1904  HISTORY     - 1962     GOOD             CGS
 FC1904
 FC1904                          STATION DESCRIPTION
 FC1904
 FC1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1904'ABOUT 10-1/4 MILES SOUTHWEST OF TRACY CITY, 3 MILES SOUTHEAST OF
 FC1904'SEWANNEE, AND ON PROPERTY OF J. B. HUNT.  TO REACH FROM POST
 FC1904'OFFICE IN SEWANEE, FOLLOW U. S. ROUTE 64 EAST 1.95 MILES TO RAILROAD
 FC1904'CROSSING, GO 0.7 MILE, TURN RIGHT ONTO DIM DIRT ROAD AT
 FC1904'TRIANGLE-BLAZED TREE ON RIGHT, GO 3.15 MILES TO TOP OF GRADE, BLAZED
 FC1904'TREE, AND STATION ON LEFT.  STATION IS IN WIRE FENCE LINE,
 FC1904'ABOUT 85 FEET EAST-SOUTHEAST OF 12-INCH OAK WITH TRIANGULAR BLAZE,
 FC1904'AND 30 FEET NORTH OF CENTER LINE OF RIDGE ROAD (JUMPOFF
 FC1904'ROAD).  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1904'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FC1904'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 FC1904'20 FEET SOUTH OF CENTERLINE OF ROAD AND 110.7 FEET FROM STATION,
 FC1904'S 31 DEG 18 MIN E. NO. 2 IS ON LINE WITH BLACK STUMP
 FC1904'AND STATION, 20 FEET SOUTH OF CENTER LINE OF ROAD, AND 118.9 FEET
 FC1904'FROM STATION S 95 DEG 50 MIN W.  AZIMUTH MARK, PROJECTING 6
 FC1904'INCHES ABOVE GROUND, IS 21 FEET SOUTH OF CENTER LINE OF ROAD AND 0.15
 FC1904'MILE FROM STATION.
 FC1904
 FC1904                          STATION RECOVERY (1962)
 FC1904
 FC1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1904'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FC1904'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR BUT NOT FOUND AND
 FC1904'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH
 FC1904'MARK WAS RECOVERED BUT HAD BEEN DISTURBED BY ROAD CONSTRUCTION AND
 FC1904'DESTROYED BY THIS PARTY.  REFERENCE MARKS NO. 3 AND NO. 4 AND AN
 FC1904'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 FC1904'
 FC1904'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FC1904'
 FC1904'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF MONTEAGLE,
 FC1904'3-1/2 MILES SOUTHEAST OF SEWANEE AND ON STATE HIGHWAY
 FC1904'PROPERTY.
 FC1904'
 FC1904'TO REACH THE STATION FROM THE POST OFFICE IN SEWANEE, GO EAST ON U.
 FC1904'S. HIGHWAY 64 FOR 2.5 MILES TO A CROSSROAD, TURN RIGHT,
 FC1904'SOUTHERLY, FOR 0.35 MILE TO A T ROAD, TURN LEFT, EAST, FOR 0.1 MILE
 FC1904'TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTHERLY, FOR 2.8 MILES TO
 FC1904'THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 FC1904'TO THE STATION ON THE LEFT, JUST BEFORE REACHING A SIDE ROAD
 FC1904'RIGHT.
 FC1904'
 FC1904'STATION IS 77 FEET NORTH OF AN OILED ROAD, 30 FEET NORTH OF AN
 FC1904'OVERHEAD POWER LINE AND 1.0 FOOT NORTH OF A METAL WITNESS
 FC1904'POST.  THE MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST,
 FC1904'WHICH PROJECTS 9-INCHES AND STAMPED LOST 1934.
 FC1904'
 FC1904'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF AN
 FC1904'OILED ROAD AND 4 FEET EAST OF A 10-INCH OAK TREE.  THE MARK IS A
 FC1904'STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 3-INCHES
 FC1904'AND STAMPED LOST NO 3 1934.
 FC1904'
 FC1904'REFERENCE MARK NO. 4 IS 64 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 FC1904'OILED ROAD AND 26 FEET NORTH OF AN OVERHEAD POWER LINE.  THE MARK IS
 FC1904'A STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 FC1904'3-INCHES AND STAMPED LOST NO 4 1934.
 FC1904'
 FC1904'AZIMUTH MARK IS 47 FEET SOUTH OF THE APPROXIMATE CENTER OF AN OILED
 FC1904'ROAD, 6 FEET NORTHEAST OF A 10-INCH OAK TREE AND 2.7 FEET
 FC1904'SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 FC1904'IN A SQUARE CONCRETE POST, WHICH PROJECTS 4-INCHES AND STAMPED LOST
 FC1904'1934 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0573 ***********************************************************************
 FC0573  DESIGNATION -  LOST AZ MK
 FC0573  PID         -  FC0573
 FC0573  STATE/COUNTY-  TN/MCMINN
 FC0573  USGS QUAD   -  CHARLESTON (1980)
 FC0573
 FC0573                         *CURRENT SURVEY CONTROL
 FC0573  ___________________________________________________________________
 FC0573* NAD 83(1986)-  35 20 03.     (N)    084 46 05.     (W)     SCALED    
 FC0573* NAVD 88     -       211.564  (meters)     694.11   (feet)  ADJUSTED  
 FC0573  ___________________________________________________________________
 FC0573  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0573  DYNAMIC HT  -         211.358 (meters)     693.43  (feet)  COMP
 FC0573  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0573
 FC0573  VERT ORDER  -  SECOND    CLASS 0
 FC0573
 FC0573.The horizontal coordinates were scaled from a topographic map and have
 FC0573.an estimated accuracy of +/- 6 seconds.
 FC0573
 FC0573.The orthometric height was determined by differential leveling
 FC0573.and adjusted by the National Geodetic Survey in June 1991..
 FC0573
 FC0573.The geoid height was determined by GEOID03.
 FC0573
 FC0573.The dynamic height is computed by dividing the NAVD 88
 FC0573.geopotential number by the normal gravity value computed on the
 FC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0573.degrees latitude (g = 980.6199 gals.).
 FC0573
 FC0573.The modeled gravity was interpolated from observed gravity values.
 FC0573
 FC0573;                    North         East    Units  Estimated Accuracy
 FC0573;SPC TN       -   111,750.      712,000.      MT  (+/- 180 meters Scaled)
 FC0573
 FC0573                          SUPERSEDED SURVEY CONTROL
 FC0573
 FC0573  NGVD 29 (??/??/92)  211.625  (m)          694.31   (f) ADJ UNCH    2 0
 FC0573
 FC0573.Superseded values are not recommended for survey control.
 FC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0573.See file dsdata.txt to determine how the superseded data were derived.
 FC0573
 FC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE028123(NAD 83)
 FC0573_MARKER: DZ = AZIMUTH MARK DISK
 FC0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0573_STAMPING: LOST 1961
 FC0573_MARK LOGO: CGS   
 FC0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0573+STABILITY: SURFACE MOTION
 FC0573
 FC0573  HISTORY     - Date     Condition        Report By
 FC0573  HISTORY     - 1961     MONUMENTED       CGS
 FC0573
 FC0573                          STATION DESCRIPTION
 FC0573
 FC0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0573'3.7 MI N FROM CHARLESTON.
 FC0573'TO REACH THE STATION FROM THE BOWATER PLANT ENTRANCE WHICH
 FC0573'IS JUST NORTH OF THE CITY LIMITS OF CHARLESTON, GO NORTH ON
 FC0573'U.S. HWY. 11 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT AND SIGN,
 FC0573'HIWASSEE LAND COMPANY, TURN LEFT ON A HARD SURFACE ROAD AND
 FC0573'GO 1.65 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 FC0573'A GRAVELED ROAD AND GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT,
 FC0573'KEEP STRAIGHT AHEAD AND GO 0.85 MILE TO THE MARK, 12 FEET
 FC0573'NORTH OF THE CENTER OF THE ROAD, 4 FEET WEST OF A WITNESS POST,
 FC0573'1 FOOT NORTH OF A WIRE FENCE.  A DISK SET IN THE TOP OF A
 FC0573'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0572 ***********************************************************************
 FC0572  DESIGNATION -  LOST RM 1
 FC0572  PID         -  FC0572
 FC0572  STATE/COUNTY-  TN/MCMINN
 FC0572  USGS QUAD   -  CHARLESTON (1980)
 FC0572
 FC0572                         *CURRENT SURVEY CONTROL
 FC0572  ___________________________________________________________________
 FC0572* NAD 83(1986)-  35 20 04.     (N)    084 46 43.     (W)     SCALED    
 FC0572* NAVD 88     -       290.005  (meters)     951.46   (feet)  ADJUSTED  
 FC0572  ___________________________________________________________________
 FC0572  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0572  DYNAMIC HT  -         289.722 (meters)     950.53  (feet)  COMP
 FC0572  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0572
 FC0572  VERT ORDER  -  SECOND    CLASS 0
 FC0572
 FC0572.The horizontal coordinates were scaled from a topographic map and have
 FC0572.an estimated accuracy of +/- 6 seconds.
 FC0572
 FC0572.The orthometric height was determined by differential leveling
 FC0572.and adjusted by the National Geodetic Survey in June 1991..
 FC0572
 FC0572.The geoid height was determined by GEOID03.
 FC0572
 FC0572.The dynamic height is computed by dividing the NAVD 88
 FC0572.geopotential number by the normal gravity value computed on the
 FC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0572.degrees latitude (g = 980.6199 gals.).
 FC0572
 FC0572.The modeled gravity was interpolated from observed gravity values.
 FC0572
 FC0572;                    North         East    Units  Estimated Accuracy
 FC0572;SPC TN       -   111,770.      711,040.      MT  (+/- 180 meters Scaled)
 FC0572
 FC0572                          SUPERSEDED SURVEY CONTROL
 FC0572
 FC0572  NGVD 29 (??/??/92)  290.066  (m)          951.66   (f) ADJ UNCH    2 0
 FC0572
 FC0572.Superseded values are not recommended for survey control.
 FC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0572.See file dsdata.txt to determine how the superseded data were derived.
 FC0572
 FC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE018123(NAD 83)
 FC0572_MARKER: DR = REFERENCE MARK DISK
 FC0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0572_STAMPING: LOST NO 1 1961
 FC0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0572+STABILITY: SURFACE MOTION
 FC0572
 FC0572  HISTORY     - Date     Condition        Report By
 FC0572  HISTORY     - 1961     MONUMENTED       CGS
 FC0572
 FC0572                          STATION DESCRIPTION
 FC0572
 FC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0572'4 MI N FROM CHARLESTON.
 FC0572'THIS MARK IS AT THE LOST STATION SITE, 62.8 FEET SOUTHWEST OF
 FC0572'STATION, 60.7 FEET SOUTHWEST OF A WITNESS POST.  A DISK SET
 FC0572'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0570 ***********************************************************************
 FC0570  DESIGNATION -  LOST RM 2
 FC0570  PID         -  FC0570
 FC0570  STATE/COUNTY-  TN/MCMINN
 FC0570  USGS QUAD   -  CHARLESTON (1980)
 FC0570
 FC0570                         *CURRENT SURVEY CONTROL
 FC0570  ___________________________________________________________________
 FC0570* NAD 83(1986)-  35 20 04.     (N)    084 46 43.     (W)     SCALED    
 FC0570* NAVD 88     -       290.494  (meters)     953.06   (feet)  ADJUSTED  
 FC0570  ___________________________________________________________________
 FC0570  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0570  DYNAMIC HT  -         290.211 (meters)     952.13  (feet)  COMP
 FC0570  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0570
 FC0570  VERT ORDER  -  SECOND    CLASS 0
 FC0570
 FC0570.The horizontal coordinates were scaled from a topographic map and have
 FC0570.an estimated accuracy of +/- 6 seconds.
 FC0570
 FC0570.The orthometric height was determined by differential leveling
 FC0570.and adjusted by the National Geodetic Survey in June 1991..
 FC0570
 FC0570.The geoid height was determined by GEOID03.
 FC0570
 FC0570.The dynamic height is computed by dividing the NAVD 88
 FC0570.geopotential number by the normal gravity value computed on the
 FC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0570.degrees latitude (g = 980.6199 gals.).
 FC0570
 FC0570.The modeled gravity was interpolated from observed gravity values.
 FC0570
 FC0570;                    North         East    Units  Estimated Accuracy
 FC0570;SPC TN       -   111,770.      711,040.      MT  (+/- 180 meters Scaled)
 FC0570
 FC0570                          SUPERSEDED SURVEY CONTROL
 FC0570
 FC0570  NGVD 29 (??/??/92)  290.555  (m)          953.26   (f) ADJ UNCH    2 0
 FC0570
 FC0570.Superseded values are not recommended for survey control.
 FC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0570.See file dsdata.txt to determine how the superseded data were derived.
 FC0570
 FC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE018123(NAD 83)
 FC0570_MARKER: DR = REFERENCE MARK DISK
 FC0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0570_STAMPING: LOST NO 2 1961
 FC0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0570+STABILITY: SURFACE MOTION
 FC0570
 FC0570  HISTORY     - Date     Condition        Report By
 FC0570  HISTORY     - 1961     MONUMENTED       CGS
 FC0570
 FC0570                          STATION DESCRIPTION
 FC0570
 FC0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0570'4 MI N FROM CHARLESTON.
 FC0570'THIS MARK IS AT THE LOST STATION SITE, 76.6 FEET NORTHWEST OF
 FC0570'THE STATION, 75.1 FEET NORTHWEST OF A WITNESS POST.  A DISK
 FC0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2470 ***********************************************************************
 GA2470  DESIGNATION -  LOVE
 GA2470  PID         -  GA2470
 GA2470  STATE/COUNTY-  TN/KNOX
 GA2470  USGS QUAD   -  JOHN SEVIER (1992)
 GA2470
 GA2470                         *CURRENT SURVEY CONTROL
 GA2470  ___________________________________________________________________
 GA2470* NAD 83(1995)-  36 01 00.54483(N)    083 51 43.72263(W)     ADJUSTED  
 GA2470* NAVD 88     -       268.639  (meters)     881.36   (feet)  ADJUSTED  
 GA2470  ___________________________________________________________________
 GA2470  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GA2470  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2470  DYNAMIC HT  -         268.391 (meters)     880.55  (feet)  COMP
 GA2470  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA2470
 GA2470  HORZ ORDER  -  SECOND
 GA2470  VERT ORDER  -  FIRST     CLASS I
 GA2470
 GA2470.The horizontal coordinates were established by classical geodetic methods
 GA2470.and adjusted by the National Geodetic Survey in April 1999..
 GA2470
 GA2470.The orthometric height was determined by differential leveling
 GA2470.and adjusted by the National Geodetic Survey in June 1991..
 GA2470
 GA2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2470
 GA2470.The geoid height was determined by GEOID03.
 GA2470
 GA2470.The dynamic height is computed by dividing the NAVD 88
 GA2470.geopotential number by the normal gravity value computed on the
 GA2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2470.degrees latitude (g = 980.6199 gals.).
 GA2470
 GA2470.The modeled gravity was interpolated from observed gravity values.
 GA2470
 GA2470;                    North         East     Units Scale Factor Converg.
 GA2470;SPC TN       -   188,886.157   792,691.647   MT  0.99995347   +1 15 05.7
 GA2470;SPC TN       -   619,704.00  2,600,689.18   sFT  0.99995347   +1 15 05.7
 GA2470;UTM  17      - 3,989,603.974   242,063.072   MT  1.00041987   -1 41 02.2
 GA2470
 GA2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2470!SPC TN       -   0.99996267  x   0.99995347  =   0.99991614
 GA2470!UTM  17      -   0.99996267  x   1.00041987  =   1.00038252
 GA2470
 GA2470|---------------------------------------------------------------------|
 GA2470| PID    Reference Object                     Distance      Geod. Az  |
 GA2470|                                                           dddmmss.s |
 GA2470| GA2471 LOVE RM 1                            10.847 METERS 04626     |
 GA2470| GA2240 LOVE AZ MK                                         0633205.1 |
 GA2470| GA2472 LOVE RM 2                            15.764 METERS 14632     |
 GA2470|---------------------------------------------------------------------|
 GA2470
 GA2470                          SUPERSEDED SURVEY CONTROL
 GA2470
 GA2470  NAD 83(1995)-  36 01 00.55117(N)    083 51 43.72271(W) AD(       ) 2
 GA2470  NAD 83(1995)-  36 01 00.55113(N)    083 51 43.72274(W) AD(       ) 2
 GA2470  NAD 83(1995)-  36 01 00.55440(N)    083 51 43.71947(W) AD(       ) 2
 GA2470  NAD 83(1986)-  36 01 00.55973(N)    083 51 43.71771(W) AD(       ) 2
 GA2470  NAD 27      -  36 01 00.25650(N)    083 51 44.06360(W) AD(       ) 2
 GA2470  NGVD 29 (??/??/92)  268.774  (m)          881.80   (f) ADJ UNCH    1 1
 GA2470
 GA2470.Superseded values are not recommended for survey control.
 GA2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2470.See file dsdata.txt to determine how the superseded data were derived.
 GA2470
 GA2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4206389604(NAD 83)
 GA2470_MARKER: DE = TRAVERSE STATION DISK
 GA2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2470_STAMPING: LOVE 1960
 GA2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2470+STABILITY: SURFACE MOTION
 GA2470
 GA2470  HISTORY     - Date     Condition        Report By
 GA2470  HISTORY     - 1960     MONUMENTED       CGS
 GA2470  HISTORY     - 1967     GOOD             CGS
 GA2470  HISTORY     - 1967     GOOD             NGS
 GA2470  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2470
 GA2470                          STATION DESCRIPTION
 GA2470
 GA2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2470'THE STATION IS JUST EAST OF KNOXVILLE ON THE NORTH SIDE OF U. S.
 GA2470'HIGHWAY 11W.
 GA2470'
 GA2470'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 11W AND
 GA2470'11E IN THE EAST PART OF
 GA2470'KNOXVILLE, GO NORTHEAST ON U.  S.  HIGHWAY 11W FOR 1.4
 GA2470'MILES TO THE STATION ON THE
 GA2470'LEFT.
 GA2470'
 GA2470'THE STATION IS 36.0 FEET WEST OF A GATE POST, 26.0 FEET NORTH OF THE
 GA2470'CENTER OF HIGHWAY 11W AND
 GA2470'2.5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 GA2470'TRAVERSE DISK SET IN A 10-INCH
 GA2470'SQUARE CONCRETE POST, PROJECTS 2
 GA2470'INCHES, AND IS STAMPED LOVE 1960.
 GA2470'
 GA2470'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE GATE POST.  IT IS A
 GA2470'STANDARD DISK SET IN A
 GA2470'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED LOVE NO
 GA2470'1 1960.
 GA2470'
 GA2470'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A TELEPHONE POLE.  IT IS A
 GA2470'STANDARD DISK SET IN A
 GA2470'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED LOVE NO
 GA2470'2 1960.
 GA2470'
 GA2470'THE AZIMUTH MARK IS 12 FEET NORTH OF A FENCE LINE AND 5 FEET EAST OF
 GA2470'A 6-INCH POST, 3 FEET
 GA2470'HIGH.  IT IS A STANDARD DISK SET FLUSH IN A DRILL HOLE
 GA2470'IN THE SOUTH END OF A CONCRETE
 GA2470'CULVERT AND IS STAMPED LOVE 1960.
 GA2470'
 GA2470'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON HIGHWAY
 GA2470'11W FOR 0.35 MILE TO THE
 GA2470'AZIMUTH MARK ON THE RIGHT.
 GA2470
 GA2470                          STATION RECOVERY (1967)
 GA2470
 GA2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 GA2470'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED IN
 GA2470'GOOD CONDITION.  DESCRIPTION IN HORIZONTAL QUAD 360833 STATION 1010
 GA2470'IS ADEQUATE.
 GA2470
 GA2470                          STATION RECOVERY (1967)
 GA2470
 GA2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2470'5 MI NE FROM KNOXVILLE.
 GA2470'ABOUT 4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2470'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 126,
 GA2470'ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 11W FROM THE
 GA2470'INTERSECTION OF LOVE CREEK ROAD, ABOUT 50 YARDS SOUTHEAST OF THE
 GA2470'TRACK, 63 1/2 FEET NORTHEAST OF THE EAST CORNER OF A CHAIN LINK
 GA2470'FENCE AROUND LOWES BUILDING SUPPLY, 28 1/2 FEET NORTHWEST OF THE
 GA2470'CENTER LINE OF U.S. HIGHWAY 11W, 6 1/2 FEET EAST OF A TELEPHONE
 GA2470'LINE BRACE POLE, 5.4 FEET SOUTHEAST OF AN OLD FENCE LINE, 2.5
 GA2470'FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 GA2470'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2470'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GA2470
 GA2470                          STATION RECOVERY (1982)
 GA2470
 GA2470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2470'LOVE 1960 SEARCHED FOR - NOT RECOVERED.  PROBABLY DESTROYED
 GA2470'UNNECESSARILY BY I-640 CONSTRUCTION.  (CITY BLK 31100)
 GA2470'
 GA2470'LOVE NO. 1 1960 SEARCHED FOR - NOT RECOVERED.  PROBABLY DESTROYED
 GA2470'UNNECESSARILY BY I-640 CONSTRUCTION.  (CITY BLK 31100)
 GA2470'
 GA2470'LOVE NO. 2 1960 SEARCHED FOR - NOT RECOVERED.  PROBABLY DESTROYED BY
 GA2470'I-640 CONSTRUCTION.  (CITY BLK 31100)
 GA2470'
 GA2470'LOVE 1960 SEARCHED FOR - NOT RECOVERED.  HWY. 11 W (RUTLEDGE PIKE)
 GA2470'HAS BEEN WIDENED AT THIS POINT - THE MARK HAS POSSIBLY BEEN DESTROYED
 GA2470'BY THIS WIDENING.  (N. W. OF CITY BLOCK NO. 31900).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0454 ***********************************************************************
 GC0454  DESIGNATION -  LOVE
 GC0454  PID         -  GC0454
 GC0454  STATE/COUNTY-  TN/DAVIDSON
 GC0454  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0454
 GC0454                         *CURRENT SURVEY CONTROL
 GC0454  ___________________________________________________________________
 GC0454* NAD 83(1995)-  36 08 17.48416(N)    086 48 55.71189(W)     ADJUSTED  
 GC0454* NAVD 88     -       227.418  (meters)     746.12   (feet)  ADJUSTED  
 GC0454  ___________________________________________________________________
 GC0454  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GC0454  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0454  DYNAMIC HT  -         227.224 (meters)     745.48  (feet)  COMP
 GC0454  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0454
 GC0454  HORZ ORDER  -  SECOND
 GC0454  VERT ORDER  -  FIRST     CLASS II
 GC0454
 GC0454.The horizontal coordinates were established by classical geodetic methods
 GC0454.and adjusted by the National Geodetic Survey in April 1999..
 GC0454
 GC0454.The orthometric height was determined by differential leveling
 GC0454.and adjusted by the National Geodetic Survey in June 1991..
 GC0454
 GC0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0454
 GC0454.The geoid height was determined by GEOID03.
 GC0454
 GC0454.The dynamic height is computed by dividing the NAVD 88
 GC0454.geopotential number by the normal gravity value computed on the
 GC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0454.degrees latitude (g = 980.6199 gals.).
 GC0454
 GC0454.The modeled gravity was interpolated from observed gravity values.
 GC0454
 GC0454;                    North         East     Units Scale Factor Converg.
 GC0454;SPC TN       -   200,554.168   526,605.816   MT  0.99996244   -0 28 38.7
 GC0454;SPC TN       -   657,984.80  1,727,705.91   sFT  0.99996244   -0 28 38.7
 GC0454;UTM  16      - 3,999,291.692   516,601.698   MT  0.99960340   +0 06 31.8
 GC0454
 GC0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0454!SPC TN       -   0.99996890  x   0.99996244  =   0.99993134
 GC0454!UTM  16      -   0.99996890  x   0.99960340  =   0.99957231
 GC0454
 GC0454:                Primary Azimuth Mark                     Grid Az
 GC0454:SPC TN       -  NASHVILLE ST THOMAS HOSP STACK           037 45 23.7
 GC0454:UTM  16      -  NASHVILLE ST THOMAS HOSP STACK           037 10 13.2
 GC0454
 GC0454|---------------------------------------------------------------------|
 GC0454| PID    Reference Object                     Distance      Geod. Az  |
 GC0454|                                                           dddmmss.s |
 GC0454| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 2.0 KM 0371645.0 |
 GC0454| GC2293 NASHVILLE STATE CAPITOL CUPOLA      APPROX. 4.2 KM 0423048.0 |
 GC0454| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 4.2 KM 0423054.1 |
 GC0454| GC2286 VANDERBILT UNIV COLL HALL TWR       APPROX. 1.6 KM 0461224.0 |
 GC0454| GC2285 VANDERBILT U POWERHOUSE STACK       APPROX. 1.4 KM 0520146.8 |
 GC0454| GC2267 NASHVILLE L AND N RR STA BALL       APPROX. 3.5 KM 0521451.0 |
 GC0454| GC2269 NASHVILLE OLD PO BLDG CLOCKTWR      APPROX. 3.8 KM 0530429.1 |
 GC0454| GC2264 NASHVILLE FIRST BAP CH SPIRE        APPROX. 3.9 KM 0531223.1 |
 GC0454| GC2270 NASHVILLE OLD WSM N RADIO TWR       APPROX. 2.2 KM 0833157.6 |
 GC0454| GC2271 NASHVILLE OLD WSM S RADIO TWR       APPROX. 2.1 KM 0855156.3 |
 GC0454| GC0456 LOVE RM 2                            43.233 METERS 10128     |
 GC0454| GC2221 SE OF NASHVILLE LARGE TANK          APPROX. 7.6 KM 1222107.1 |
 GC0454| GC2262 NASHVILLE CITY POLICE RAD TWR        61.691 METERS 25528     |
 GC0454| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 4.5 KM 2735346.7 |
 GC0454| GC0455 LOVE RM 1                            35.372 METERS 35719     |
 GC0454|---------------------------------------------------------------------|
 GC0454
 GC0454                          SUPERSEDED SURVEY CONTROL
 GC0454
 GC0454  NAD 83(1995)-  36 08 17.48624(N)    086 48 55.71382(W) AD(       ) 2
 GC0454  NAD 83(1995)-  36 08 17.48806(N)    086 48 55.71395(W) AD(       ) 2
 GC0454  NAD 83(1986)-  36 08 17.49435(N)    086 48 55.71503(W) AD(       ) 2
 GC0454  NAD 27      -  36 08 17.28700(N)    086 48 55.71400(W) AD(       ) 2
 GC0454  NGVD 29 (??/??/92)  227.439  (m)          746.19   (f) ADJ UNCH    1 2
 GC0454
 GC0454.Superseded values are not recommended for survey control.
 GC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0454.See file dsdata.txt to determine how the superseded data were derived.
 GC0454
 GC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1660299292(NAD 83)
 GC0454_MARKER: DS = TRIANGULATION STATION DISK
 GC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0454_STAMPING: LOVE 1933
 GC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0454+STABILITY: SURFACE MOTION
 GC0454
 GC0454  HISTORY     - Date     Condition        Report By
 GC0454  HISTORY     - 1933     MONUMENTED       CGS
 GC0454  HISTORY     - 1948     GOOD             NGS
 GC0454  HISTORY     - 1959     GOOD             CGS
 GC0454  HISTORY     - 1963     GOOD             TNHD
 GC0454
 GC0454                          STATION DESCRIPTION
 GC0454
 GC0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC0454'ABOUT 5 MILES SOUTHWEST OF STATE CAPITOL IN NASHVILLE, 1 MILE WEST OF
 GC0454'VANDERBILT UNIVERSITY, IN SOUTHWEST EDGE OF TOWN, AND ON TOP OF LOVE
 GC0454'CIRCLE RESERVOIR.  TO REACH FROM NASHVILLE POST OFFICE, GO WEST ON
 GC0454'BROADWAY TO WEST END DRIVE, CONTINUE ON THIS STREET TO ORLEANS
 GC0454'STREET, TURN LEFT AND GO UP HILL TO RESERVOIR AND STATION SITE.
 GC0454'STATION IS ON EAST EDGE OF RESERVOIR, 103.8 FEET EAST OF NORTHEAST
 GC0454'CORNER OF SMALL BRICK VALVE HOUSE, 76.5 FEET SOUTHEAST OF
 GC0454'NORTHERNMOST VENTILATOR, AND 54.5 FEET EAST OF SOUTHERNMOST
 GC0454'VENTILATOR.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC0454'IN CONCRETE.  SURFACE MARK PROJECTS 2 INCHES ABOVE
 GC0454'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC0454'NO. 1, PROJECTING 2 INCHES ABOVE GROUND, IS 21.4 FEET EAST
 GC0454'OF RESERVOIR WALL, BESIDE EAST CURB OF ROAD, AND ABOUT 30 FEET
 GC0454'BELOW AND 118.80 FEET (SLOPE DISTANCE) FROM STATION.
 GC0454'NO. 2, FLUSH WITH GROUND, IS 21 FEET EAST OF
 GC0454'RESERVOIR WALL, BESIDE EAST CURB OF ROAD, AND ABOUT 28 FEET BELOW AND
 GC0454'146.50 FEET (SLOPE DISTANCE) FROM STATION.
 GC0454'REFERENCE MARKS ARE 204.30 FEET (SLOPE DISTANCE) APART.
 GC0454'STATION DILLON
 GC0454'(SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM
 GC0454'GROUND.
 GC0454
 GC0454                          STATION RECOVERY (1948)
 GC0454
 GC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GC0454'AT NASHVILLE.
 GC0454'AT NASHVILLE, IN THE WEST PART OF THE CITY, ABOUT 4 1/2 MILES
 GC0454'SOUTHWEST OF THE CAPITOL BUILDING, ABOUT 1.0 MILE WEST OF VANDERBILT
 GC0454'UNIVERSITY, ABOUT 0.3 MILE SOUTH OF WEST END AVENUE, AT THE TOP
 GC0454'OF A HILL ON LOVE CIRCLE RESERVOIR, 179 FEET EAST OF THE SOUTHEAST
 GC0454'LEG OF CITY POLICE RADIO TOWER, ON THE EAST EDGE OF THE RESERVOIR,
 GC0454'103.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK VALVE
 GC0454'HOUSE, 76.5 FEET EAST OF THE EAST CORNER OF THE NORTHERN MOST
 GC0454'VENTILATOR, 54.5 FEET NORTHEAST OF THE NORTH CORNER OF A VENTILATOR,
 GC0454'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC0454
 GC0454                          STATION RECOVERY (1959)
 GC0454
 GC0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0454'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC0454'RECOVERED AND FOUND IN GOOD CONDITION.  A DISCREPANCY WAS
 GC0454'FOUND IN THE DIRECTIONS OF BOTH THE REFERENCE MARKS.
 GC0454'
 GC0454'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GC0454'
 GC0454'THE STATION IS LOCATED ON CITY PROPERTY AT THE TOP OF A PROMINENT
 GC0454'HILL KNOWN AS LOVE CIRCLE RESERVOIR BESIDE A LARGE CONCRETE AND
 GC0454'EARTH COVERED WATER RESERVOIR.  IT IS ABOUT 5 MILES SOUTHWEST OF THE
 GC0454'TENNESSEE STATE CAPITOL BUILDING AND 1 MILE WEST OF VANDERBILT
 GC0454'UNIVERSITY.  IT IS 103.8 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 GC0454'BRICK VALVE HOUSE, 76.5 FEET SOUTHEAST OF THE MOST NORTHERLY
 GC0454'VENTILATOR AND 54.5 FEET EAST OF THE MOST SOUTHERLY VENTILATOR.  THE
 GC0454'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 GC0454'THE SURFACE MARK IS FLUSH WITH THE
 GC0454'SURROUNDING SURFACE AND THE DISK IS STAMPED LOVE 1933.
 GC0454'
 GC0454'REFERENCE MARK NO. 1 IS 21.4 FEET NORTHEAST OF THE RETAINING WALL
 GC0454'AROUND THE RESERVOIR, JUST OUTSIDE OF THE OUTSIDE EDGE OF LOVE CIRCLE
 GC0454'DRIVE AND ABOUT 23 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A
 GC0454'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT
 GC0454'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LOVE NO 1
 GC0454'1933.
 GC0454'
 GC0454'REFERENCE MARK NO. 2 IS 21.4 FEET EAST OF THE RETAININING WALL AROUND
 GC0454'THE RESERVOIR, JUST OUTSIDE OF THE OUTSIDE EDGE OF LOVE CIRCLE
 GC0454'DRIVE AND ABOUT 36 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A
 GC0454'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT
 GC0454'PROJECTING 2 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC0454'STAMPED LOVE NO 2 1933.
 GC0454'
 GC0454'A TRAVERSE CONNECTION WAS MADE TO THE NASHVILLE CITY POLICE RADIO
 GC0454'TOWER ON THE WEST SIDE OF THE RESERVOIR, DISTANCE BEING 202.42
 GC0454'FEET, (61.698 METERS) WEST-SOUTHWEST OF LOVE 1933.
 GC0454
 GC0454                          STATION RECOVERY (1963)
 GC0454
 GC0454'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC0454'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 GC0454'1959 AND THE 1959 DESCRIPTION IS COMPLETELY ADEQUATE.  ALL
 GC0454'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2240 ***********************************************************************
 GA2240  DESIGNATION -  LOVE AZ MK
 GA2240  PID         -  GA2240
 GA2240  STATE/COUNTY-  TN/KNOX
 GA2240  USGS QUAD   -  JOHN SEVIER (1992)
 GA2240
 GA2240                         *CURRENT SURVEY CONTROL
 GA2240  ___________________________________________________________________
 GA2240* NAD 83(1986)-  36 01 08.     (N)    083 51 24.     (W)     SCALED    
 GA2240* NAVD 88     -       266.145  (meters)     873.18   (feet)  ADJUSTED  
 GA2240  ___________________________________________________________________
 GA2240  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2240  DYNAMIC HT  -         265.900 (meters)     872.37  (feet)  COMP
 GA2240  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GA2240
 GA2240  VERT ORDER  -  FIRST     CLASS I
 GA2240
 GA2240.The horizontal coordinates were scaled from a topographic map and have
 GA2240.an estimated accuracy of +/- 6 seconds.
 GA2240
 GA2240.The orthometric height was determined by differential leveling
 GA2240.and adjusted by the National Geodetic Survey in June 1991..
 GA2240
 GA2240.The geoid height was determined by GEOID03.
 GA2240
 GA2240.The dynamic height is computed by dividing the NAVD 88
 GA2240.geopotential number by the normal gravity value computed on the
 GA2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2240.degrees latitude (g = 980.6199 gals.).
 GA2240
 GA2240.The modeled gravity was interpolated from observed gravity values.
 GA2240
 GA2240;                    North         East    Units  Estimated Accuracy
 GA2240;SPC TN       -   189,130.      793,180.      MT  (+/- 180 meters Scaled)
 GA2240
 GA2240                          SUPERSEDED SURVEY CONTROL
 GA2240
 GA2240  NGVD 29 (??/??/92)  266.280  (m)          873.62   (f) ADJ UNCH    1 1
 GA2240
 GA2240.Superseded values are not recommended for survey control.
 GA2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2240.See file dsdata.txt to determine how the superseded data were derived.
 GA2240
 GA2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV425898(NAD 83)
 GA2240_MARKER: DZ = AZIMUTH MARK DISK
 GA2240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2240_SP_SET: CULVERT
 GA2240_STAMPING: LOVE 1960
 GA2240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2240
 GA2240  HISTORY     - Date     Condition        Report By
 GA2240  HISTORY     - 1960     MONUMENTED       CGS
 GA2240  HISTORY     - 1967     GOOD             NGS
 GA2240
 GA2240                          STATION DESCRIPTION
 GA2240
 GA2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2240'5.4 MI NE FROM KNOXVILLE.
 GA2240'ABOUT 5.35 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2240'STATION AT KNOXVILLE, ABOUT 0.4 MILE SOUTHWEST OF THE U.S.
 GA2240'HIGHWAY 11W OVERPASS OVER THE TRACKS, ABOUT 0.2 MILE NORTHEAST
 GA2240'OF THE INTERSECTION OF U.S. HIGHWAY 11W AND LOVE CREEK ROAD,
 GA2240'ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 11W FROM A 50-FOOT
 GA2240'CONCRETE HIGHWAY BRIDGE OVER LOVE CREEK, SET IN THE TOP OF THE
 GA2240'SOUTHEAST CONCRETE HEAD WALL OF A 4-FOOT BOX CULVERT UNDER
 GA2240'THE HIGHWAY, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GA2240'2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 1/2
 GA2240'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2471 ***********************************************************************
 GA2471  DESIGNATION -  LOVE RM 1
 GA2471  PID         -  GA2471
 GA2471  STATE/COUNTY-  TN/KNOX
 GA2471  USGS QUAD   -  JOHN SEVIER (1992)
 GA2471
 GA2471                         *CURRENT SURVEY CONTROL
 GA2471  ___________________________________________________________________
 GA2471* NAD 83(1986)-  36 01 00.     (N)    083 51 44.     (W)     SCALED    
 GA2471* NAVD 88     -       268.372  (meters)     880.48   (feet)  ADJUSTED  
 GA2471  ___________________________________________________________________
 GA2471  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2471  DYNAMIC HT  -         268.125 (meters)     879.67  (feet)  COMP
 GA2471  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA2471
 GA2471  VERT ORDER  -  FIRST     CLASS I
 GA2471
 GA2471.The horizontal coordinates were scaled from a topographic map and have
 GA2471.an estimated accuracy of +/- 6 seconds.
 GA2471
 GA2471.The orthometric height was determined by differential leveling
 GA2471.and adjusted by the National Geodetic Survey in June 1991..
 GA2471.WARNING-Repeat measurements at this control monument indicate possible
 GA2471.vertical movement.
 GA2471
 GA2471.The geoid height was determined by GEOID03.
 GA2471
 GA2471.The dynamic height is computed by dividing the NAVD 88
 GA2471.geopotential number by the normal gravity value computed on the
 GA2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2471.degrees latitude (g = 980.6199 gals.).
 GA2471
 GA2471.The modeled gravity was interpolated from observed gravity values.
 GA2471
 GA2471;                    North         East    Units  Estimated Accuracy
 GA2471;SPC TN       -   188,870.      792,690.      MT  (+/- 180 meters Scaled)
 GA2471
 GA2471                          SUPERSEDED SURVEY CONTROL
 GA2471
 GA2471  NGVD 29 (??/??/92)  268.508  (m)          880.93   (f) ADJ UNCH    1 1
 GA2471
 GA2471.Superseded values are not recommended for survey control.
 GA2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2471.See file dsdata.txt to determine how the superseded data were derived.
 GA2471
 GA2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420895(NAD 83)
 GA2471_MARKER: DR = REFERENCE MARK DISK
 GA2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2471_STAMPING: LOVE NO 1 1960
 GA2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2471+STABILITY: SURFACE MOTION
 GA2471
 GA2471  HISTORY     - Date     Condition        Report By
 GA2471  HISTORY     - 1960     MONUMENTED       CGS
 GA2471  HISTORY     - 1967     GOOD             NGS
 GA2471
 GA2471                          STATION DESCRIPTION
 GA2471
 GA2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2471'5 MI NE FROM KNOXVILLE.
 GA2471'ABOUT 4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2471'STATION AT KNOXVILLE, 35.6 FEET NORTHEAST OF THE STATION MARK
 GA2471'DESCRIBED, 33 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 GA2471'11W, 14 FEET SOUTH OF THE CENTER OF A METAL GATE IN FENCE LINE, 2
 GA2471'FEET SOUTH OF THE SOUTH GATE POST, 1 1/2 FEET SOUTHEAST OF A FENCE
 GA2471'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GA2471'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0455 ***********************************************************************
 GC0455  DESIGNATION -  LOVE RM 1
 GC0455  PID         -  GC0455
 GC0455  STATE/COUNTY-  TN/DAVIDSON
 GC0455  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0455
 GC0455                         *CURRENT SURVEY CONTROL
 GC0455  ___________________________________________________________________
 GC0455* NAD 83(1986)-  36 08 17.     (N)    086 48 55.     (W)     SCALED    
 GC0455* NAVD 88     -       220.309  (meters)     722.80   (feet)  ADJUSTED  
 GC0455  ___________________________________________________________________
 GC0455  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0455  DYNAMIC HT  -         220.120 (meters)     722.18  (feet)  COMP
 GC0455  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0455
 GC0455  VERT ORDER  -  FIRST     CLASS II
 GC0455
 GC0455.The horizontal coordinates were scaled from a topographic map and have
 GC0455.an estimated accuracy of +/- 6 seconds.
 GC0455
 GC0455.The orthometric height was determined by differential leveling
 GC0455.and adjusted by the National Geodetic Survey in June 1991..
 GC0455
 GC0455.The geoid height was determined by GEOID03.
 GC0455
 GC0455.The dynamic height is computed by dividing the NAVD 88
 GC0455.geopotential number by the normal gravity value computed on the
 GC0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0455.degrees latitude (g = 980.6199 gals.).
 GC0455
 GC0455.The modeled gravity was interpolated from observed gravity values.
 GC0455
 GC0455;                    North         East    Units  Estimated Accuracy
 GC0455;SPC TN       -   200,540.      526,620.      MT  (+/- 180 meters Scaled)
 GC0455
 GC0455                          SUPERSEDED SURVEY CONTROL
 GC0455
 GC0455  NGVD 29 (??/??/92)  220.329  (m)          722.86   (f) ADJ UNCH    1 2
 GC0455
 GC0455.Superseded values are not recommended for survey control.
 GC0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0455.See file dsdata.txt to determine how the superseded data were derived.
 GC0455
 GC0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE166992(NAD 83)
 GC0455_MARKER: DR = REFERENCE MARK DISK
 GC0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0455_STAMPING: LOVE NO 1 1933
 GC0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0455+STABILITY: SURFACE MOTION
 GC0455
 GC0455  HISTORY     - Date     Condition        Report By
 GC0455  HISTORY     - 1933     MONUMENTED       CGS
 GC0455  HISTORY     - 1948     GOOD             NGS
 GC0455
 GC0455                          STATION DESCRIPTION
 GC0455
 GC0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0455'AT NASHVILLE.
 GC0455'AT NASHVILLE, IN THE WEST PART OF THE CITY, ABOUT 4 1/2 MILES
 GC0455'SOUTHWEST OF THE CAPITOL BUILDING, ABOUT 1.0 MILE WEST OF
 GC0455'VANDERBILT UNIVERSITY, ABOUT 0.3 MILE SOUTH OF WEST END AVENUE,
 GC0455'AT LOVE CIRCLE RESERVOIR, 118.0 FEET NORTHEAST OF THE STATION MARK,
 GC0455'21.5 FEET NORTHEAST OF A RETAINING WALL AROUND RESERVOIR, ON
 GC0455'EDGE OF THE OUTSIDE CURB OF THE CIRCULAR DRIVE AROUND RESERVOIR,
 GC0455'204.5 FEET NORTH-NORTHWEST OF R.M. NO. 2, AND SET IN THE TOP OF A
 GC0455'CONCRETE POST ABOUT FLUSH WITH THE DRIVE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2472 ***********************************************************************
 GA2472  DESIGNATION -  LOVE RM 2
 GA2472  PID         -  GA2472
 GA2472  STATE/COUNTY-  TN/KNOX
 GA2472  USGS QUAD   -  JOHN SEVIER (1992)
 GA2472
 GA2472                         *CURRENT SURVEY CONTROL
 GA2472  ___________________________________________________________________
 GA2472* NAD 83(1986)-  36 01 00.     (N)    083 51 44.     (W)     SCALED    
 GA2472* NAVD 88     -       268.712  (meters)     881.60   (feet)  ADJUSTED  
 GA2472  ___________________________________________________________________
 GA2472  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2472  DYNAMIC HT  -         268.464 (meters)     880.79  (feet)  COMP
 GA2472  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA2472
 GA2472  VERT ORDER  -  FIRST     CLASS I
 GA2472
 GA2472.The horizontal coordinates were scaled from a topographic map and have
 GA2472.an estimated accuracy of +/- 6 seconds.
 GA2472
 GA2472.The orthometric height was determined by differential leveling
 GA2472.and adjusted by the National Geodetic Survey in June 1991..
 GA2472
 GA2472.The geoid height was determined by GEOID03.
 GA2472
 GA2472.The dynamic height is computed by dividing the NAVD 88
 GA2472.geopotential number by the normal gravity value computed on the
 GA2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2472.degrees latitude (g = 980.6199 gals.).
 GA2472
 GA2472.The modeled gravity was interpolated from observed gravity values.
 GA2472
 GA2472;                    North         East    Units  Estimated Accuracy
 GA2472;SPC TN       -   188,870.      792,690.      MT  (+/- 180 meters Scaled)
 GA2472
 GA2472                          SUPERSEDED SURVEY CONTROL
 GA2472
 GA2472  NGVD 29 (??/??/92)  268.847  (m)          882.04   (f) ADJ UNCH    1 1
 GA2472
 GA2472.Superseded values are not recommended for survey control.
 GA2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2472.See file dsdata.txt to determine how the superseded data were derived.
 GA2472
 GA2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420895(NAD 83)
 GA2472_MARKER: DR = REFERENCE MARK DISK
 GA2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2472_STAMPING: LOVE NO 2 1960
 GA2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2472+STABILITY: SURFACE MOTION
 GA2472
 GA2472  HISTORY     - Date     Condition        Report By
 GA2472  HISTORY     - 1960     MONUMENTED       CGS
 GA2472  HISTORY     - 1967     GOOD             NGS
 GA2472
 GA2472                          STATION DESCRIPTION
 GA2472
 GA2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2472'5 MI NE FROM KNOXVILLE.
 GA2472'ABOUT 4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2472'STATION AT KNOXVILLE, 51.7 FEET SOUTHEAST OF AND ACROSS U.S.
 GA2472'HIGHWAY 11W FROM THE STATION MARK DESCRIBED, 22 FEET SOUTHEAST OF
 GA2472'THE CENTER LINE OF U.S. HIGHWAY 11W, 2 1/2 FEET NORTHEAST OF A
 GA2472'TELEPHONE CABLE POLE AND ABOUT LEVEL WITH THE HIGHWAY, SET IN
 GA2472'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0456 ***********************************************************************
 GC0456  DESIGNATION -  LOVE RM 2
 GC0456  PID         -  GC0456
 GC0456  STATE/COUNTY-  TN/DAVIDSON
 GC0456  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0456
 GC0456                         *CURRENT SURVEY CONTROL
 GC0456  ___________________________________________________________________
 GC0456* NAD 83(1986)-  36 08 17.     (N)    086 48 55.     (W)     SCALED    
 GC0456* NAVD 88     -       216.248  (meters)     709.47   (feet)  ADJUSTED  
 GC0456  ___________________________________________________________________
 GC0456  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0456  DYNAMIC HT  -         216.062 (meters)     708.86  (feet)  COMP
 GC0456  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0456
 GC0456  VERT ORDER  -  FIRST     CLASS II
 GC0456
 GC0456.The horizontal coordinates were scaled from a topographic map and have
 GC0456.an estimated accuracy of +/- 6 seconds.
 GC0456
 GC0456.The orthometric height was determined by differential leveling
 GC0456.and adjusted by the National Geodetic Survey in June 1991..
 GC0456
 GC0456.The geoid height was determined by GEOID03.
 GC0456
 GC0456.The dynamic height is computed by dividing the NAVD 88
 GC0456.geopotential number by the normal gravity value computed on the
 GC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0456.degrees latitude (g = 980.6199 gals.).
 GC0456
 GC0456.The modeled gravity was interpolated from observed gravity values.
 GC0456
 GC0456;                    North         East    Units  Estimated Accuracy
 GC0456;SPC TN       -   200,540.      526,620.      MT  (+/- 180 meters Scaled)
 GC0456
 GC0456                          SUPERSEDED SURVEY CONTROL
 GC0456
 GC0456  NGVD 29 (??/??/92)  216.268  (m)          709.54   (f) ADJ UNCH    1 2
 GC0456
 GC0456.Superseded values are not recommended for survey control.
 GC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0456.See file dsdata.txt to determine how the superseded data were derived.
 GC0456
 GC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE166992(NAD 83)
 GC0456_MARKER: DR = REFERENCE MARK DISK
 GC0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0456_STAMPING: LOVE NO 2 1933
 GC0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0456+STABILITY: SURFACE MOTION
 GC0456
 GC0456  HISTORY     - Date     Condition        Report By
 GC0456  HISTORY     - 1933     MONUMENTED       CGS
 GC0456  HISTORY     - 1948     GOOD             NGS
 GC0456
 GC0456                          STATION DESCRIPTION
 GC0456
 GC0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0456'AT NASHVILLE.
 GC0456'AT NASHVILLE, IN THE WEST PART OF THE CITY, ABOUT 4 1/2 MILES
 GC0456'SOUTHWEST OF THE CAPITOL BUILDING, ABOUT 1.0 MILE WEST OF VANDERBILT
 GC0456'UNIVERSITY, ABOUT 0.3 MILE SOUTH OF WEST END AVENUE, AT LOVE
 GC0456'CIRCLE RESERVOIR, 146.5 FEET SOUTHEAST OF THE STATION MARK, 21.5
 GC0456'FEET EAST OF THE RETAINING WALL AROUND THE RESERVOIR, ON EDGE
 GC0456'OF THE OUTSIDE CURB ON THE CIRCULAR DRIVE AROUND THE RESERVOIR,
 GC0456'204.5 FEET SOUTH-SOUTHEAST OF R.M. NO. 1 AND SET IN THE TOP OF
 GC0456'A CONCRETE POST FLUSH WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1848 ***********************************************************************
 FC1848  DESIGNATION -  LOVELL FIELD AP STA A 1964
 FC1848  PID         -  FC1848
 FC1848  STATE/COUNTY-  TN/HAMILTON
 FC1848  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1848
 FC1848                         *CURRENT SURVEY CONTROL
 FC1848  ___________________________________________________________________
 FC1848* NAD 83(1995)-  35 02 31.86074(N)    085 12 02.29707(W)     ADJUSTED  
 FC1848* NAVD 88     -       203.3    (meters)     667.     (feet)  VERTCON   
 FC1848  ___________________________________________________________________
 FC1848  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FC1848  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1848
 FC1848  HORZ ORDER  -  SECOND
 FC1848
 FC1848.This mark is at Lovell Field Airport (CHA)
 FC1848
 FC1848.The horizontal coordinates were established by classical geodetic methods
 FC1848.and adjusted by the National Geodetic Survey in April 1999..
 FC1848
 FC1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1848
 FC1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1848
 FC1848.The geoid height was determined by GEOID03.
 FC1848
 FC1848;                    North         East     Units Scale Factor Converg.
 FC1848;SPC TN       -    78,946.106   672,937.155   MT  1.00004317   +0 28 04.7
 FC1848;SPC TN       -   259,009.02  2,207,794.65   sFT  1.00004317   +0 28 04.7
 FC1848;UTM  16      - 3,879,201.064   664,119.711   MT  0.99993197   +1 02 00.2
 FC1848
 FC1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1848!SPC TN       -   0.99997278  x   1.00004317  =   1.00001595
 FC1848!UTM  16      -   0.99997278  x   0.99993197  =   0.99990475
 FC1848
 FC1848:                Primary Azimuth Mark                     Grid Az
 FC1848:SPC TN       -  AIRPORT BCN LOVELL FIELD                 136 24 16.4
 FC1848:UTM  16      -  AIRPORT BCN LOVELL FIELD                 135 50 20.9
 FC1848
 FC1848|---------------------------------------------------------------------|
 FC1848| PID    Reference Object                     Distance      Geod. Az  |
 FC1848|                                                           dddmmss.s |
 FC1848| FC1847 AIRPORT BCN LOVELL FIELD            APPROX. 0.6 KM 1365221.1 |
 FC1848| FC1176 ARP                                 APPROX. 0.7 KM 2014843.0 |
 FC1848| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX.13.5 KM 2551501.6 |
 FC1848|---------------------------------------------------------------------|
 FC1848
 FC1848                          SUPERSEDED SURVEY CONTROL
 FC1848
 FC1848  NAD 83(1995)-  35 02 31.86192(N)    085 12 02.30112(W) AD(       ) 2
 FC1848  NAD 83(1995)-  35 02 31.85874(N)    085 12 02.30257(W) AD(       ) 2
 FC1848  NAD 83(1995)-  35 02 31.85928(N)    085 12 02.30069(W) AD(       ) 2
 FC1848  NAD 83(1986)-  35 02 31.85974(N)    085 12 02.29988(W) AD(       ) 2
 FC1848  NAD 27      -  35 02 31.59260(N)    085 12 02.46270(W) AD(       ) 2
 FC1848  NGVD 29 (07/19/86)  203.3    (m)          667.     (f) VERT ANG       
 FC1848
 FC1848.Superseded values are not recommended for survey control.
 FC1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1848.See file dsdata.txt to determine how the superseded data were derived.
 FC1848
 FC1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6412079201(NAD 83)
 FC1848_MARKER: DT = TOPOGRAPHIC STATION DISK
 FC1848_SETTING: 0 = UNSPECIFIED SETTING
 FC1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1848
 FC1848  HISTORY     - Date     Condition        Report By
 FC1848  HISTORY     - 1958     MONUMENTED       CGS
 FC1848  HISTORY     - 1964     GOOD             CGS
 FC1848  HISTORY     - 1968     GOOD             CGS
 FC1848  HISTORY     - 1972     GOOD             NGS
 FC1848
 FC1848                          STATION DESCRIPTION
 FC1848
 FC1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1848'THE STATION IS LOCATED ON LOVELL FIELD, CHATTANOOGA, TENNESSEE, AT
 FC1848'THE NORTHWEST CORNER OF RUNWAY 19.  A STANDARD TOPOGRAPHIC
 FC1848'DISK STAMPED AP 1958 STA. A CEMENTED IN A DRILL HOLE FLUSH WITH
 FC1848'RUNWAY SURFACE.
 FC1848
 FC1848                          STATION RECOVERY (1964)
 FC1848
 FC1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1848'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FC1848'CONDITION.  IT IS SET IN THE TOP OF A SIX INCH FIELD TILE AT THE
 FC1848'EXTREME NORTHWEST CORNER OF RUNWAY.
 FC1848
 FC1848                          STATION RECOVERY (1968)
 FC1848
 FC1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1848'THE STATION WAS RECOVERED IN GOOD CONDITION
 FC1848'WITH THE EXCEPTION THAT RUNWAY 1-19 HAS
 FC1848'BEEN REDESIGNATED 2-20.
 FC1848
 FC1848                          STATION RECOVERY (1972)
 FC1848
 FC1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1848'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FC1848'
 FC1848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1848'AT LOVELL FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1849 ***********************************************************************
 FC1849  SACS        -  This is a Secondary Airport Control Station.
 FC1849  DESIGNATION -  LOVELL FIELD AP STA A 2 1964
 FC1849  PID         -  FC1849
 FC1849  STATE/COUNTY-  TN/HAMILTON
 FC1849  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1849
 FC1849                         *CURRENT SURVEY CONTROL
 FC1849  ___________________________________________________________________
 FC1849* NAD 83(1995)-  35 02 32.03119(N)    085 12 02.98790(W)     ADJUSTED  
 FC1849* NAVD 88     -       202.60   (+/-2cm)     664.7    (feet)  VERTCON   
 FC1849  ___________________________________________________________________
 FC1849  X           -     437,382.224 (meters)                     COMP
 FC1849  Y           -  -5,209,551.005 (meters)                     COMP
 FC1849  Z           -   3,641,802.946 (meters)                     COMP
 FC1849  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FC1849  ELLIP HEIGHT-         172.75  (meters)          (02/18/99) GPS OBS
 FC1849  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1849
 FC1849  HORZ ORDER  -  FIRST
 FC1849  VERT ORDER  -  THIRD ? (See Below)
 FC1849  ELLP ORDER  -  FOURTH    CLASS I
 FC1849
 FC1849.This mark is at Lovell Field Airport (CHA)
 FC1849
 FC1849.The horizontal coordinates were established by GPS observations
 FC1849.and adjusted by the National Geodetic Survey in February 1999..
 FC1849
 FC1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1849
 FC1849.GPS derived orthometric heights for airport stations designated as
 FC1849.PACS or SACS are published to 2 decimal places.  This maintains
 FC1849.centimeter relative accuracy between the PACS and SACS.  It does
 FC1849.not indicate centimeter accuracy relative to other marks which are
 FC1849.part of the NAVD 88 network.
 FC1849.The vertical order pertains to the NGVD 29 superseded value.
 FC1849
 FC1849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1849
 FC1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1849
 FC1849.The ellipsoidal height was determined by GPS observations
 FC1849.and is referenced to NAD 83.
 FC1849
 FC1849.The geoid height was determined by GEOID03.
 FC1849
 FC1849;                    North         East     Units Scale Factor Converg.
 FC1849;SPC TN       -    78,951.215   672,919.603   MT  1.00004316   +0 28 04.3
 FC1849;SPC TN       -   259,025.78  2,207,737.06   sFT  1.00004316   +0 28 04.3
 FC1849;SPC GA W     -   559,597.664   605,649.330   MT  1.00000968   -0 35 37.8
 FC1849;SPC GA W     - 1,835,946.67  1,987,034.51   sFT  1.00000968   -0 35 37.8
 FC1849;UTM  16      - 3,879,206.000   664,102.112   MT  0.99993190   +1 01 59.8
 FC1849
 FC1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1849!SPC TN       -   0.99997288  x   1.00004316  =   1.00001604
 FC1849!SPC GA W     -   0.99997288  x   1.00000968  =   0.99998256
 FC1849!UTM  16      -   0.99997288  x   0.99993190  =   0.99990479
 FC1849
 FC1849|---------------------------------------------------------------------|
 FC1849| PID    Reference Object                     Distance      Geod. Az  |
 FC1849|                                                           dddmmss.s |
 FC1849| FC1848 LOVELL FIELD AP STA A 1964           18.280 METERS 10642     |
 FC1849| FC1847 AIRPORT BCN LOVELL FIELD            APPROX. 0.6 KM 1355911.1 |
 FC1849| FC1176 ARP                                 APPROX. 0.7 KM 2001653.6 |
 FC1849|---------------------------------------------------------------------|
 FC1849
 FC1849                          SUPERSEDED SURVEY CONTROL
 FC1849
 FC1849  NAD 83(1995)-  35 02 32.03239(N)    085 12 02.99216(W) AD(       ) 1
 FC1849  NAD 83(1995)-  35 02 32.03367(N)    085 12 02.99115(W) AD(       ) 1
 FC1849  ELLIP H (05/10/94)  172.67   (m)                       GP(       ) 4 1
 FC1849  NAD 83(1995)-  35 02 32.02921(N)    085 12 02.99360(W) AD(       ) 2
 FC1849  NAD 83(1995)-  35 02 32.02975(N)    085 12 02.99173(W) AD(       ) 2
 FC1849  NAD 83(1986)-  35 02 32.03022(N)    085 12 02.99096(W) AD(       ) 2
 FC1849  NAD 27      -  35 02 31.76300(N)    085 12 03.15400(W) AD(       ) 2
 FC1849  NGVD 29 (05/10/94)  202.63   (m)          664.8    (f) LEVELING    3  
 FC1849
 FC1849.Superseded values are not recommended for survey control.
 FC1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1849.See file dsdata.txt to determine how the superseded data were derived.
 FC1849
 FC1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6410279206(NAD 83)
 FC1849_MARKER: DD = SURVEY DISK
 FC1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1849_SP_SET: CONCRETE POST
 FC1849_STAMPING: AP 1964 STA A2
 FC1849_MARK LOGO: CGS   
 FC1849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1849+STABILITY: SURFACE MOTION
 FC1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1849+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 FC1849
 FC1849  HISTORY     - Date     Condition        Report By
 FC1849  HISTORY     - 1964     MONUMENTED       CGS
 FC1849  HISTORY     - 1964     GOOD             CGS
 FC1849  HISTORY     - 1968     GOOD             CGS
 FC1849  HISTORY     - 1972     GOOD             NGS
 FC1849  HISTORY     - 1978     GOOD             NGS
 FC1849  HISTORY     - 1982     GOOD             NGS
 FC1849  HISTORY     - 19920316 GOOD             NGS
 FC1849  HISTORY     - 19930412 GOOD
 FC1849  HISTORY     - 20050503 GOOD             NGS
 FC1849
 FC1849                          STATION DESCRIPTION
 FC1849
 FC1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 FC1849'LOCATED NEAR THE NORTH END OF CHATTANOOGA MUNICIPAL AIRPORT, 60.0 FT.
 FC1849'WEST OF AP 1958 STA. A, WHICH IS AT THE NORTHWEST CORNER OF RUNWAY
 FC1849'END 19.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA. A-2
 FC1849'CEMENTED IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC1849
 FC1849                          STATION RECOVERY (1964)
 FC1849
 FC1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FC1849'STATION IS LOCATED AT THE LOVELL FIELD AIRPORT IN CHATTANOOGA, TN.
 FC1849'TO REACH FROM THE AIRPORT TERMINAL BUILDING PROCEED TO THE NORTH END
 FC1849'OF THE TERMINAL RAMP THENCE VIA TAXIWAYS ACROSS RUNWAY END 20 TO THE
 FC1849'WEST SIDE OF THE RUNWAY AND THE STATION.
 FC1849'STATION IS LOCATED 106.6 FT (32.5 M) SOUTHWEST OF THE WESTERNMOST
 FC1849'APPROACH LIGHT, 60.4 FT (18.4 M) SOUTHWEST OF THE WESTERNMOST
 FC1849'THRESHOLD LIGHT (SHOWS RED AND GREEN), 43.5 FT (13.3 M) SOUTH OF AN
 FC1849'EXPOSED CONCRETE MARKER LABELED VASI AND 16.0 FT (4.9 M) SOUTHWEST
 FC1849'OF THE WESTERNMOST LIGHT IN A SET WHICH EXTENDS ACROSS THE RUNWAY
 FC1849'END, SET ABOUT 0.2 FT (6.1 CM) BELOW THE SURFACE.
 FC1849'ACCESS TO THE FIELD SHOULD BE MADE IN ADVANCE. CONTACT THE AIRPORT
 FC1849'MANAGER AT PHONE NUMBER (615) 855-2200.
 FC1849
 FC1849                          STATION RECOVERY (1968)
 FC1849
 FC1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1849'THE STATION WAS RECOVERED IN GOOD CONDITION,
 FC1849'WITH THE EXCEPTION THAT RUNWAY 1-19
 FC1849'HAS BEEN REDESIGNATED 2-20.
 FC1849
 FC1849                          STATION RECOVERY (1972)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1849'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FC1849'
 FC1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1849'AT LOVELL FIELD.
 FC1849
 FC1849                          STATION RECOVERY (1978)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1849'LOVELL FIELD AP STA A2 IS A STANDARD C AND GS BRASS DISK STAMPED
 FC1849'AP 1964 STA A2 LOCATED NEAR THE NORTH END OF RWY (20) AT LOVELL
 FC1849'FIELD.  THE MARK IS LOCATED 106.6 FT. SW OF THE WESTERN MOST FIRST
 FC1849'APPROACH LT., 60.4 FT. NW OF THE WEST EDGE OF RWY (20), 52.9
 FC1849'FT. SW OF THE WESTERN MOST THRESHOLD LT., 43.5 FT. SOUTH OF AN
 FC1849'EXPOSED CONCRETE CAP LABLED VASI P, 16.0 FT. SW OF THE WESTERN
 FC1849'MOST LT. ON THE ALS BAR.  THE MARK IS APPROX. 0.2 FT. BELOW THE
 FC1849'SURFACE OF THE GROUND.
 FC1849'
 FC1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1849'AT CHATTANOOGA.
 FC1849
 FC1849                          STATION RECOVERY (1982)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 FC1849'RECOVERED AS DESCRIBED.
 FC1849'
 FC1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELL FIELD.
 FC1849
 FC1849                          STATION RECOVERY (1992)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FC1849'LOVELL FIELD AP STA A2 IS A STANDARD CGS BRASS DISK STAMPED AP 1964
 FC1849'STA A2 LOCATED NEAR THE NORTH END OF RUNWAY 20 AT LOVELL FIELD.  THE
 FC1849'MARK IS LOCATED 106.6 FT (32.5 M) SOUTHWEST OF THE WESTERNMOST FIRST
 FC1849'APPROACH LIGHT, 60.4 FT (18.4 M) NORTHWEST OF THE WEST EDGE OF RUNWAY
 FC1849'20, 52.9 FT (16.1 M) SOUTHWEST OF THE WESTERNMOST THRESHOLD LIGHT,
 FC1849'43.5 FT (13.3 M) SOUTH OF AN EXPOSED CONCRETE CAP LABELED VASI P, 16.0
 FC1849'FT (4.9 M) SOUTHWEST OF THE WESTERNMOST LIGHT ON THE ALS BAR. THE MARK
 FC1849'IS APPROXIMATELY 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
 FC1849
 FC1849                          STATION RECOVERY (1993)
 FC1849
 FC1849'RECOVERED 1993
 FC1849'RECOVERED IN GOOD CONDITION.
 FC1849
 FC1849                          STATION RECOVERY (2005)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (LJL)
 FC1849'WITH THE EXPANSION OF THE RUNWAY SAFETY AREA, THE MONUMENT IS NOW TOO
 FC1849'CLOSE TO THE RUNWAY FOR USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1851 ***********************************************************************
 FC1851  SACS        -  This is a Secondary Airport Control Station.
 FC1851  DESIGNATION -  LOVELL FIELD AP STA B 2 1964
 FC1851  PID         -  FC1851
 FC1851  STATE/COUNTY-  TN/HAMILTON
 FC1851  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1851
 FC1851                         *CURRENT SURVEY CONTROL
 FC1851  ___________________________________________________________________
 FC1851* NAD 83(1995)-  35 01 33.28714(N)    085 12 24.40854(W)     ADJUSTED  
 FC1851* NAVD 88     -       205.69   (+/-2cm)     674.8    (feet)  VERTCON   
 FC1851  ___________________________________________________________________
 FC1851  X           -     436,928.260 (meters)                     COMP
 FC1851  Y           -  -5,210,634.534 (meters)                     COMP
 FC1851  Z           -   3,640,322.362 (meters)                     COMP
 FC1851  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FC1851  ELLIP HEIGHT-         175.82  (meters)          (02/18/99) GPS OBS
 FC1851  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FC1851
 FC1851  HORZ ORDER  -  FIRST
 FC1851  VERT ORDER  -  THIRD ? (See Below)
 FC1851  ELLP ORDER  -  FOURTH    CLASS I
 FC1851
 FC1851.This mark is at Lovell Field Airport (CHA)
 FC1851
 FC1851.The horizontal coordinates were established by GPS observations
 FC1851.and adjusted by the National Geodetic Survey in February 1999..
 FC1851
 FC1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1851
 FC1851.GPS derived orthometric heights for airport stations designated as
 FC1851.PACS or SACS are published to 2 decimal places.  This maintains
 FC1851.centimeter relative accuracy between the PACS and SACS.  It does
 FC1851.not indicate centimeter accuracy relative to other marks which are
 FC1851.part of the NAVD 88 network.
 FC1851.The vertical order pertains to the NGVD 29 superseded value.
 FC1851
 FC1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1851
 FC1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1851
 FC1851.The ellipsoidal height was determined by GPS observations
 FC1851.and is referenced to NAD 83.
 FC1851
 FC1851.The geoid height was determined by GEOID03.
 FC1851
 FC1851;                    North         East     Units Scale Factor Converg.
 FC1851;SPC TN       -    77,136.461   672,391.369   MT  1.00004710   +0 27 51.8
 FC1851;SPC TN       -   253,071.87  2,206,004.02   sFT  1.00004710   +0 27 51.8
 FC1851;SPC GA W     -   557,793.071   605,087.585   MT  1.00001099   -0 35 49.3
 FC1851;SPC GA W     - 1,830,026.10  1,985,191.52   sFT  1.00001099   -0 35 49.3
 FC1851;UTM  16      - 3,877,386.331   663,591.865   MT  0.99992984   +1 01 46.0
 FC1851
 FC1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1851!SPC TN       -   0.99997240  x   1.00004710  =   1.00001950
 FC1851!SPC GA W     -   0.99997240  x   1.00001099  =   0.99998339
 FC1851!UTM  16      -   0.99997240  x   0.99992984  =   0.99990224
 FC1851
 FC1851                          SUPERSEDED SURVEY CONTROL
 FC1851
 FC1851  NAD 83(1995)-  35 01 33.28943(N)    085 12 24.41148(W) AD(       ) 1
 FC1851  NAD 83(1995)-  35 01 33.28964(N)    085 12 24.41188(W) AD(       ) 1
 FC1851  ELLIP H (05/10/94)  175.74   (m)                       GP(       ) 4 1
 FC1851  NAD 83(1995)-  35 01 33.28634(N)    085 12 24.41352(W) AD(       ) 2
 FC1851  NAD 83(1995)-  35 01 33.28687(N)    085 12 24.41166(W) AD(       ) 2
 FC1851  NAD 83(1986)-  35 01 33.28731(N)    085 12 24.41085(W) AD(       ) 2
 FC1851  NAD 27      -  35 01 33.01900(N)    085 12 24.57300(W) AD(       ) 2
 FC1851  NGVD 29 (05/10/94)  205.71   (m)          674.9    (f) LEVELING    3  
 FC1851
 FC1851.Superseded values are not recommended for survey control.
 FC1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1851.See file dsdata.txt to determine how the superseded data were derived.
 FC1851
 FC1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6359277386(NAD 83)
 FC1851_MARKER: DD = SURVEY DISK
 FC1851_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1851_SP_SET: CONCRETE POST
 FC1851_STAMPING: AP 1964 STA B2
 FC1851_MARK LOGO: CGS   
 FC1851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1851+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 FC1851
 FC1851  HISTORY     - Date     Condition        Report By
 FC1851  HISTORY     - 1964     MONUMENTED       CGS
 FC1851  HISTORY     - 1964     GOOD             CGS
 FC1851  HISTORY     - 1968     GOOD             CGS
 FC1851  HISTORY     - 1972     GOOD             NGS
 FC1851  HISTORY     - 1978     GOOD             NGS
 FC1851  HISTORY     - 1982     GOOD             NGS
 FC1851  HISTORY     - 19920316 GOOD             NGS
 FC1851  HISTORY     - 19930412 GOOD
 FC1851  HISTORY     - 20050503 GOOD             NGS
 FC1851
 FC1851                          STATION DESCRIPTION
 FC1851
 FC1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 FC1851'LOCATED NEAR THE SOUTH END OF CHATTANOOGA MUNICIPAL AIRPORT, 60.0 FT.
 FC1851'WEST OF AP 1958 STA. B, WHICH IS AT THE SOUTHWEST CORNER OF RUNWAY
 FC1851'END 1.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA. B-2 CEMENTED
 FC1851'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC1851
 FC1851                          STATION RECOVERY (1964)
 FC1851
 FC1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FC1851'STATION IS LOCATED AT THE LOVELL FIELD AIRPORT IN CHATTANOOGA, TN.
 FC1851'TO REACH FROM THE AIRPORT TERMINAL BUILDING PROCEED TO THE WEST EDGE
 FC1851'OF THE RAMP THEN TO THE TAXIWAY RUNNING PARALLEL TO RUNWAY 2-20. TURN
 FC1851'SOUTHWEST ONTO THE TAXIWAY AND DRIVE SOUTHWEST TO THE SECOND TAXIWAY
 FC1851'FROM RUNWAY END 2 (ABOUT 0.6 MI (1.0 KM) FROM THE INTERSECTION OF THE
 FC1851'RUNWAYS)TAKE THE TAXIWAY ACROSS THE RUNWAY TO THE STATION ON THE WEST
 FC1851'SIDE OF THE RUNWAY ABOUT ON RANGE WITH THE SOUTH EDGE OF THE TAXIWAY.
 FC1851'STATION IS LOCATED 1210.0 FT (368.8 M) NORTH OF RUNWAY END 2, 159.0 FT
 FC1851'(48.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT (WHITE LENS) NORTH OF
 FC1851'THE CONNECTING TAXIWAY, 69.6 FT (21.2 M) NORTH OF THE RUNWAY LIGHT
 FC1851'SOUTH OF THE SAME TAXIWAY, AND 76.2 FT (23.2 M) SOUTHEAST OF A RED
 FC1851'AND WHITE WOODEN POST ALONGSIDE A GRAVEL ROAD WEST OF THE RUNWAY (THE
 FC1851'GRAVEL ROAD RUNS PARALLEL TO THE RUNWAY).
 FC1851'ACCESS TO THE FIELD SHOULD BE MADE IN ADVANCE. CONTACT THE AIRPORT
 FC1851'MANAGER AT PHONE NUMBER (615) 855-2200.
 FC1851
 FC1851                          STATION RECOVERY (1968)
 FC1851
 FC1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1851'THE STATION WAS RECOVERED IN GOOD CONDITION,
 FC1851'WITH THE EXCEPTION THAT RUNWAY 1-19
 FC1851'HAS BEEN REDESIGNATED 2-20.
 FC1851
 FC1851                          STATION RECOVERY (1972)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1851'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FC1851'
 FC1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1851'AT LOVELL FIELD.
 FC1851
 FC1851                          STATION RECOVERY (1978)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1851'LOVELL FIELD AP STA B2 IS A STANDARD C AND GS BRASS DISK STAMPED
 FC1851'AP 1964 STA B2 SET IN CONCRETE FLUSH WITH THE GROUND LOCATED
 FC1851'APPROX. 1206.5 FT. NORTH OF RWY END (02) AT LOVELL FIELD.  THE
 FC1851'MARK IS LOCATED 159.0 FT. SW OF THE FIRST RWY LIGHT (ON THE WEST
 FC1851'EDGE OF THE RWY) NORTH OF THE FIRST NORMAL TAXIWAY NORTH OF RWY
 FC1851'END (02), 69.6 FT. NORTH OF THE FIRST RWY LIGHT SOUTH, AND 76.2
 FC1851'FT. SE OF A RED AND WHITE WOODEN POST ALONG A GRAVEL ROAD.  THE
 FC1851'MARK IS APPROX. ON RANGE WITH THE SOUTH EDGE OF THE FIRST
 FC1851'TAXIWAY NORTH OF RWY END (02).
 FC1851'
 FC1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1851'AT CHATTANOOGA.
 FC1851
 FC1851                          STATION RECOVERY (1982)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 FC1851'RECOVERED AS DESCRIBED.
 FC1851'
 FC1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELL FIELD.
 FC1851
 FC1851                          STATION RECOVERY (1992)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FC1851'LOVELL FIELD AP STA B2 IS A STANDARD CGS BRASS DISK STAMPED AP 1964
 FC1851'STA B2 SET IN CONCRETE FLUSH WITH THE GROUND LOCATED APPROXIMATELY
 FC1851'1206.5 FT (367.7 M) NORTH OF RUNWAY END 02 AT LOVELL FIELD.  THE MARK
 FC1851'IS LOCATED 159.0 FT (48.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT (ON
 FC1851'THE WEST EDGE OF THE RUNWAY) NORTH OF THE FIRST NORMAL TAXIWAY NORTH
 FC1851'OF RUNWAY END 02, 69.6 FT (21.2 M) NORTH OF THE FIRST RUNWAY LIGHT
 FC1851'SOUTH, AND 76.2 FT (23.2 M) SOUTHEAST OF A RED-AND-WHITE WOODEN POST
 FC1851'ALONG A GRAVEL ROAD.  THE MARK IS APPROXIMATELY ON RANGE WITH THE
 FC1851'SOUTH EDGE OF THE FIRST TAXIWAY NORTH OF RUNWAY END 02.
 FC1851
 FC1851                          STATION RECOVERY (1993)
 FC1851
 FC1851'RECOVERED 1993
 FC1851'RECOVERED IN GOOD CONDITION.
 FC1851
 FC1851                          STATION RECOVERY (2005)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (LJL)
 FC1851'THE MARK IS WITHIN THE CRITICAL AREA OF THE ENDFIRE GLIDESLOPE SERVING
 FC1851'RUNWAY 2 AND IS NO LONGER AVAILABLE FOR SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1999 ***********************************************************************
 FB1999  DESIGNATION -  LR 15
 FB1999  PID         -  FB1999
 FB1999  STATE/COUNTY-  TN/BLOUNT
 FB1999  USGS QUAD   -  WILDWOOD (1988)
 FB1999
 FB1999                         *CURRENT SURVEY CONTROL
 FB1999  ___________________________________________________________________
 FB1999* NAD 83(1986)-  35 45 56.     (N)    083 51 21.     (W)     SCALED    
 FB1999* NAVD 88     -       272.63   (+/-2cm)     894.5    (feet)  VERTCON   
 FB1999  ___________________________________________________________________
 FB1999  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1999
 FB1999  VERT ORDER  -  ? (See Below)
 FB1999
 FB1999.The horizontal coordinates were scaled from a topographic map and have
 FB1999.an estimated accuracy of +/- 6 seconds.
 FB1999
 FB1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1999.The vertical order pertains to the NGVD 29 superseded value.
 FB1999
 FB1999.The geoid height was determined by GEOID03.
 FB1999
 FB1999;                    North         East    Units  Estimated Accuracy
 FB1999;SPC TN       -   161,030.      793,870.      MT  (+/- 180 meters Scaled)
 FB1999
 FB1999                          SUPERSEDED SURVEY CONTROL
 FB1999
 FB1999  NGVD 29 (??/??/92)  272.751  (m)          894.85   (f) ADJ UNCH    ?  
 FB1999
 FB1999.Superseded values are not recommended for survey control.
 FB1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1999.See file dsdata.txt to determine how the superseded data were derived.
 FB1999
 FB1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418617(NAD 83)
 FB1999_MARKER: X = CHISELED CROSS
 FB1999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1999_SP_SET: BRIDGE
 FB1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1999
 FB1999  HISTORY     - Date     Condition        Report By
 FB1999  HISTORY     - UNK      MONUMENTED       DOD
 FB1999  HISTORY     - 1938     GOOD             TVA
 FB1999
 FB1999                          STATION DESCRIPTION
 FB1999
 FB1999'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1999'6.4 MI E FROM MARYVILLE.
 FB1999'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB1999'U.S. HIGHWAY 129 AT MARYVILLE, AT THE EAST END OF A CONCRETE
 FB1999'BRIDGE OVER LITTLE RIVER, AT THE END OF THE UPSTREAM GUARDRAIL,
 FB1999'AND ON THE BRIDGE FLOOR.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1989 ***********************************************************************
 FB1989  DESIGNATION -  LR 16
 FB1989  PID         -  FB1989
 FB1989  STATE/COUNTY-  TN/BLOUNT
 FB1989  USGS QUAD   -  WILDWOOD (1988)
 FB1989
 FB1989                         *CURRENT SURVEY CONTROL
 FB1989  ___________________________________________________________________
 FB1989* NAD 83(1986)-  35 45 25.     (N)    083 50 34.     (W)     SCALED    
 FB1989* NAVD 88     -       273.67   (+/-2cm)     897.9    (feet)  VERTCON   
 FB1989  ___________________________________________________________________
 FB1989  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1989
 FB1989  VERT ORDER  -  ? (See Below)
 FB1989
 FB1989.The horizontal coordinates were scaled from a topographic map and have
 FB1989.an estimated accuracy of +/- 6 seconds.
 FB1989
 FB1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1989.The vertical order pertains to the NGVD 29 superseded value.
 FB1989
 FB1989.The geoid height was determined by GEOID03.
 FB1989
 FB1989;                    North         East    Units  Estimated Accuracy
 FB1989;SPC TN       -   160,100.      795,070.      MT  (+/- 180 meters Scaled)
 FB1989
 FB1989                          SUPERSEDED SURVEY CONTROL
 FB1989
 FB1989  NGVD 29 (??/??/92)  273.786  (m)          898.25   (f) ADJ UNCH    ?  
 FB1989
 FB1989.Superseded values are not recommended for survey control.
 FB1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1989.See file dsdata.txt to determine how the superseded data were derived.
 FB1989
 FB1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV429607(NAD 83)
 FB1989_MARKER: Q = CHISELED SQUARE
 FB1989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1989_SP_SET: CULVERT
 FB1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1989
 FB1989  HISTORY     - Date     Condition        Report By
 FB1989  HISTORY     - UNK      MONUMENTED       DOD
 FB1989  HISTORY     - 1938     GOOD             TVA
 FB1989  HISTORY     - 20050215 GOOD             CAS
 FB1989
 FB1989                          STATION DESCRIPTION
 FB1989
 FB1989'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1989'7.4 MI E FROM MARYVILLE.
 FB1989'7.4 MILES EAST ALONG STATE HIGHWAY 73 FROM MARYVILLE, 1 MILE
 FB1989'UPSTREAM (SOUTHWEST) ALONG LITTLE RIVER FROM THE CONCRETE HIGHWAY
 FB1989'BRIDGE, AT RIVER MILE 21.60, 800 FEET DOWNSTREAM FROM A BARN,
 FB1989'AND ON THE EAST END OF A CONCRETE CULVERT.  A CHISELED CROSS IN
 FB1989'A CIRCLE.
 FB1989
 FB1989                          STATION RECOVERY (2005)
 FB1989
 FB1989'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FB1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2025 ***********************************************************************
 FB2025  DESIGNATION -  LR 17
 FB2025  PID         -  FB2025
 FB2025  STATE/COUNTY-  TN/BLOUNT
 FB2025  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2025
 FB2025                         *CURRENT SURVEY CONTROL
 FB2025  ___________________________________________________________________
 FB2025* NAD 83(1986)-  35 44 47.     (N)    083 49 54.     (W)     SCALED    
 FB2025* NAVD 88     -       279.43   (+/-2cm)     916.8    (feet)  VERTCON   
 FB2025  ___________________________________________________________________
 FB2025  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2025
 FB2025  VERT ORDER  -  ? (See Below)
 FB2025
 FB2025.The horizontal coordinates were scaled from a topographic map and have
 FB2025.an estimated accuracy of +/- 6 seconds.
 FB2025
 FB2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2025.The vertical order pertains to the NGVD 29 superseded value.
 FB2025
 FB2025.The geoid height was determined by GEOID03.
 FB2025
 FB2025;                    North         East    Units  Estimated Accuracy
 FB2025;SPC TN       -   158,950.      796,100.      MT  (+/- 180 meters Scaled)
 FB2025
 FB2025                          SUPERSEDED SURVEY CONTROL
 FB2025
 FB2025  NGVD 29 (??/??/92)  279.545  (m)          917.14   (f) ADJ UNCH    ?  
 FB2025
 FB2025.Superseded values are not recommended for survey control.
 FB2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2025.See file dsdata.txt to determine how the superseded data were derived.
 FB2025
 FB2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV439595(NAD 83)
 FB2025_MARKER: O = CHISELED CIRCLE
 FB2025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2025_SP_SET: BRIDGE
 FB2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2025
 FB2025  HISTORY     - Date     Condition        Report By
 FB2025  HISTORY     - UNK      MONUMENTED       DOD
 FB2025  HISTORY     - 1938     GOOD             TVA
 FB2025
 FB2025                          STATION DESCRIPTION
 FB2025
 FB2025'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2025'1.6 MI NW FROM WALLAND.
 FB2025'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, AT
 FB2025'WALKER CHAPEL CHURCH, AT MILE 22.60 LITTLE RIVER, AT THE
 FB2025'FIRST BRIDGE FROM SUNSHINE BRIDGE, AND ON THE TOP OF THE
 FB2025'DOWNSTREAM GUARDRAIL.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2028 ***********************************************************************
 FB2028  DESIGNATION -  LR 18
 FB2028  PID         -  FB2028
 FB2028  STATE/COUNTY-  TN/BLOUNT
 FB2028  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2028
 FB2028                         *CURRENT SURVEY CONTROL
 FB2028  ___________________________________________________________________
 FB2028* NAD 83(1986)-  35 44 06.     (N)    083 49 10.     (W)     SCALED    
 FB2028* NAVD 88     -       286.15   (+/-2cm)     938.8    (feet)  VERTCON   
 FB2028  ___________________________________________________________________
 FB2028  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FB2028
 FB2028  VERT ORDER  -  ? (See Below)
 FB2028
 FB2028.The horizontal coordinates were scaled from a topographic map and have
 FB2028.an estimated accuracy of +/- 6 seconds.
 FB2028
 FB2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2028.The vertical order pertains to the NGVD 29 superseded value.
 FB2028
 FB2028.The geoid height was determined by GEOID03.
 FB2028
 FB2028;                    North         East    Units  Estimated Accuracy
 FB2028;SPC TN       -   157,710.      797,240.      MT  (+/- 180 meters Scaled)
 FB2028
 FB2028                          SUPERSEDED SURVEY CONTROL
 FB2028
 FB2028  NGVD 29 (??/??/92)  286.264  (m)          939.18   (f) ADJ UNCH    ?  
 FB2028
 FB2028.Superseded values are not recommended for survey control.
 FB2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2028.See file dsdata.txt to determine how the superseded data were derived.
 FB2028
 FB2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV450582(NAD 83)
 FB2028_MARKER: O = CHISELED CIRCLE
 FB2028_SETTING: 80 = SET IN A BOULDER
 FB2028_SP_SET: ROCK LEDGE
 FB2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2028+STABILITY: SURFACE MOTION
 FB2028
 FB2028  HISTORY     - Date     Condition        Report By
 FB2028  HISTORY     - UNK      MONUMENTED       DOD
 FB2028  HISTORY     - 1938     GOOD             TVA
 FB2028
 FB2028                          STATION DESCRIPTION
 FB2028
 FB2028'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2028'0.5 MI NW FROM WALLAND.
 FB2028'1/2 MILE NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, AT
 FB2028'MILEAGE 23.55 LITTLE RIVER, 800 FEET FROM THE ENGLAND, WALTON
 FB2028'AND CO. POWER PLANT, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 FB2028'HIGHWAY, AND ON A ROCK LEDGE.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2037 ***********************************************************************
 FB2037  DESIGNATION -  LR 24
 FB2037  PID         -  FB2037
 FB2037  STATE/COUNTY-  TN/BLOUNT
 FB2037  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2037
 FB2037                         *CURRENT SURVEY CONTROL
 FB2037  ___________________________________________________________________
 FB2037* NAD 83(1986)-  35 41 02.     (N)    083 47 32.     (W)     SCALED    
 FB2037* NAVD 88     -       308.07   (+/-2cm)    1010.7    (feet)  VERTCON   
 FB2037  ___________________________________________________________________
 FB2037  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB2037
 FB2037  VERT ORDER  -  ? (See Below)
 FB2037
 FB2037.The horizontal coordinates were scaled from a topographic map and have
 FB2037.an estimated accuracy of +/- 6 seconds.
 FB2037
 FB2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2037.The vertical order pertains to the NGVD 29 superseded value.
 FB2037
 FB2037.The geoid height was determined by GEOID03.
 FB2037
 FB2037;                    North         East    Units  Estimated Accuracy
 FB2037;SPC TN       -   152,100.      799,830.      MT  (+/- 180 meters Scaled)
 FB2037
 FB2037                          SUPERSEDED SURVEY CONTROL
 FB2037
 FB2037  NGVD 29 (??/??/92)  308.172  (m)         1011.06   (f) ADJ UNCH    ?  
 FB2037
 FB2037.Superseded values are not recommended for survey control.
 FB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2037.See file dsdata.txt to determine how the superseded data were derived.
 FB2037
 FB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV473524(NAD 83)
 FB2037_MARKER: X = CHISELED CROSS
 FB2037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2037_SP_SET: BRIDGE
 FB2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2037
 FB2037  HISTORY     - Date     Condition        Report By
 FB2037  HISTORY     - UNK      MONUMENTED       DOD
 FB2037  HISTORY     - 1938     GOOD             TVA
 FB2037
 FB2037                          STATION DESCRIPTION
 FB2037
 FB2037'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2037'AT KINZEL SPRINGS.
 FB2037'AT THE SOUTH EDGE OF KINZEL SPRINGS, AT MILE 29.40, LITTLE
 FB2037'RIVER, ON THE LEFT BANK OF THE RIVER, AT THE STATE HIGHWAY 73
 FB2037'BRIDGE, 135 FEET NORTH OF THE BRIDGE VIEW DINETTE, 100 FEET
 FB2037'NORTH OF THE ABANDONED ROADBED OF THE LITTLE RIVER RAILROAD, 10
 FB2037'FEET NORTH OF A RAILROAD SIGNPOST, AND ON THE SOUTHWEST ABUTMENT
 FB2037'OF THE BRIDGE.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3030 ***********************************************************************
 GA3030  DESIGNATION -  LTI
 GA3030  PID         -  GA3030
 GA3030  STATE/COUNTY-  TN/CLAIBORNE
 GA3030  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3030
 GA3030                         *CURRENT SURVEY CONTROL
 GA3030  ___________________________________________________________________
 GA3030* NAD 83(1995)-  36 35 35.02573(N)    083 39 45.17266(W)     ADJUSTED  
 GA3030* NAVD 88     -       444.368  (meters)    1457.90   (feet)  ADJUSTED  
 GA3030  ___________________________________________________________________
 GA3030  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 GA3030  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA3030  DYNAMIC HT  -         443.980 (meters)    1456.62  (feet)  COMP
 GA3030  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA3030
 GA3030  HORZ ORDER  -  SECOND
 GA3030  VERT ORDER  -  SECOND    CLASS 0
 GA3030
 GA3030.The horizontal coordinates were established by classical geodetic methods
 GA3030.and adjusted by the National Geodetic Survey in April 1999..
 GA3030
 GA3030.The orthometric height was determined by differential leveling
 GA3030.and adjusted by the National Geodetic Survey in June 1991..
 GA3030
 GA3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3030
 GA3030.The geoid height was determined by GEOID03.
 GA3030
 GA3030.The dynamic height is computed by dividing the NAVD 88
 GA3030.geopotential number by the normal gravity value computed on the
 GA3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3030.degrees latitude (g = 980.6199 gals.).
 GA3030
 GA3030.The modeled gravity was interpolated from observed gravity values.
 GA3030
 GA3030;                    North         East     Units Scale Factor Converg.
 GA3030;SPC TN       -   253,221.173   809,151.676   MT  1.00003604   +1 22 06.4
 GA3030;SPC TN       -   830,776.47  2,654,691.79   sFT  1.00003604   +1 22 06.4
 GA3030;UTM  17      - 4,053,031.530   261,815.453   MT  1.00029900   -1 35 16.7
 GA3030
 GA3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3030!SPC TN       -   0.99993505  x   1.00003604  =   0.99997109
 GA3030!UTM  17      -   0.99993505  x   1.00029900  =   1.00023404
 GA3030
 GA3030|---------------------------------------------------------------------|
 GA3030| PID    Reference Object                     Distance      Geod. Az  |
 GA3030|                                                           dddmmss.s |
 GA3030| GA3031 LTI RM 2                              6.782 METERS 12520     |
 GA3030| GA3029 LTI RM 1                              6.527 METERS 31005     |
 GA3030| GA3024 PASS                                APPROX. 0.7 KM 3122821.8 |
 GA3030|---------------------------------------------------------------------|
 GA3030
 GA3030                          SUPERSEDED SURVEY CONTROL
 GA3030
 GA3030  NAD 83(1995)-  36 35 35.02578(N)    083 39 45.17284(W) AD(       ) 2
 GA3030  NAD 83(1995)-  36 35 35.01921(N)    083 39 45.16580(W) AD(       ) 2
 GA3030  NAD 83(1995)-  36 35 35.03485(N)    083 39 45.17357(W) AD(       ) 2
 GA3030  NAD 83(1986)-  36 35 35.03488(N)    083 39 45.17366(W) AD(       ) 2
 GA3030  NAD 27      -  36 35 34.75005(N)    083 39 45.48554(W) AD(       ) 2
 GA3030  NGVD 29 (??/??/92)  444.507  (m)         1458.35   (f) ADJ UNCH    2 0
 GA3030
 GA3030.Superseded values are not recommended for survey control.
 GA3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3030.See file dsdata.txt to determine how the superseded data were derived.
 GA3030
 GA3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6181553032(NAD 83)
 GA3030_MARKER: DS = TRIANGULATION STATION DISK
 GA3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3030_STAMPING: LTI 1963
 GA3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3030+STABILITY: SURFACE MOTION
 GA3030
 GA3030  HISTORY     - Date     Condition        Report By
 GA3030  HISTORY     - 1963     MONUMENTED       TNHD
 GA3030  HISTORY     - 1963     GOOD             TNHD
 GA3030  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 GA3030
 GA3030                          STATION DESCRIPTION
 GA3030
 GA3030'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3030'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF CUMBERLAND GAP ON
 GA3030'THE PROPERTY OF W.  B.
 GA3030'ALLEN AND J.  D.  HOWARD, OWNERS OF THE LITTLE TUNNEL INN.
 GA3030'
 GA3030'TO REACH THE STATION FROM THE POST OFFICE IN CUMBERLAND GAP, GO
 GA3030'SOUTHEASTERLY ON U.  S.
 GA3030'HIGHWAY 25E FOR 0.9 MILE TO THE LITTLE TUNNEL INN AND THE
 GA3030'STATION ON THE LEFT.
 GA3030'
 GA3030'THE STATION IS 48 FEET SOUTHEAST OF TELEPHONE POLE NO. 2020, 40 FEET
 GA3030'NORTHEAST OF THE
 GA3030'APPROXIMATE CENTER OF U.  S.  HIGHWAY 25E, 32 FEET SOUTH OF AN
 GA3030'18-INCH OAK TREE AND 27
 GA3030'FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GA3030'BRICK BUILDING.  THE SURFACE AND
 GA3030'UNDERGROUND MARKS ARE STANDARD
 GA3030'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA3030'LTI 1963.  THE
 GA3030'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA3030'DISK IS SET IN A
 GA3030'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3030'
 GA3030'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA3030'OF U. S.  HIGHWAY 25E, 30
 GA3030'FEET WEST OF AN 18-INCH OAK TREE AND 30 FEET
 GA3030'SOUTHEAST OF TELEPHONE POLE NO.
 GA3030'2020.  IT IS A STANDARD TENNESSEE
 GA3030'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3030'FLUSH, CONCRETE
 GA3030'MONUMENT AND THE DISK IS STAMPED LTI RM-1 1963.
 GA3030'
 GA3030'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF AN 18-INCH OAK TREE, 43 FEET
 GA3030'NORTHEAST OF THE APPROXIMATE
 GA3030'CENTER OF U.S.  HIGHWAY 25E AND 7 FEET WEST OF THE
 GA3030'NORTHWEST CORNER OF A BRICK BUILDING.
 GA3030'IT IS A STANDARD TENNESSEE
 GA3030'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3030'MONUMENT AND THE DISK IS STAMPED LTI RM-2 1963.
 GA3030'
 GA3030'TRAVERSE STATION PASS WILL SERVE AS AN AZIMUTH MARK.
 GA3030'
 GA3030'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3030
 GA3030                          STATION RECOVERY (1963)
 GA3030
 GA3030'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3030'1 MI SE FROM CUMBERLAND GAP.
 GA3030'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTHEASTERLY ON
 GA3030'U.S. HIGHWAY 25E FOR 0.9 MILE TO THE LITTLE TUNNEL INN AND THE
 GA3030'STATION ON THE LEFT.  THE STATION IS 48 FEET SOUTHEAST OF A
 GA3030'TELEPHONE POLE NO. 2020, 40 FEET NORTHEAST OF THE APPROXIMATE
 GA3030'CENTER OF U.S. HIGHWAY 25E, 32 FEET SOUTH OF AN 18-INCH OAK TREE
 GA3030'AND 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING.
 GA3030'THE MARK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA3030'FLUSH WITH THE GROUND.
 GA3030
 GA3030                          STATION RECOVERY (1975)
 GA3030
 GA3030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GA3030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3029 ***********************************************************************
 GA3029  DESIGNATION -  LTI RM 1
 GA3029  PID         -  GA3029
 GA3029  STATE/COUNTY-  TN/CLAIBORNE
 GA3029  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3029
 GA3029                         *CURRENT SURVEY CONTROL
 GA3029  ___________________________________________________________________
 GA3029* NAD 83(1986)-  36 35 35.     (N)    083 39 44.     (W)     SCALED    
 GA3029* NAVD 88     -       443.741  (meters)    1455.84   (feet)  ADJUSTED  
 GA3029  ___________________________________________________________________
 GA3029  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA3029  DYNAMIC HT  -         443.353 (meters)    1454.57  (feet)  COMP
 GA3029  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA3029
 GA3029  VERT ORDER  -  SECOND    CLASS 0
 GA3029
 GA3029.The horizontal coordinates were scaled from a topographic map and have
 GA3029.an estimated accuracy of +/- 6 seconds.
 GA3029
 GA3029.The orthometric height was determined by differential leveling
 GA3029.and adjusted by the National Geodetic Survey in June 1991..
 GA3029
 GA3029.The geoid height was determined by GEOID03.
 GA3029
 GA3029.The dynamic height is computed by dividing the NAVD 88
 GA3029.geopotential number by the normal gravity value computed on the
 GA3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3029.degrees latitude (g = 980.6199 gals.).
 GA3029
 GA3029.The modeled gravity was interpolated from observed gravity values.
 GA3029
 GA3029;                    North         East    Units  Estimated Accuracy
 GA3029;SPC TN       -   253,220.      809,180.      MT  (+/- 180 meters Scaled)
 GA3029
 GA3029                          SUPERSEDED SURVEY CONTROL
 GA3029
 GA3029  NGVD 29 (??/??/92)  443.880  (m)         1456.30   (f) ADJ UNCH    2 0
 GA3029
 GA3029.Superseded values are not recommended for survey control.
 GA3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3029.See file dsdata.txt to determine how the superseded data were derived.
 GA3029
 GA3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618530(NAD 83)
 GA3029_MARKER: DR = REFERENCE MARK DISK
 GA3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3029_STAMPING: LTI RM-1 1963
 GA3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3029+STABILITY: SURFACE MOTION
 GA3029
 GA3029  HISTORY     - Date     Condition        Report By
 GA3029  HISTORY     - 1963     MONUMENTED       TNHD
 GA3029
 GA3029                          STATION DESCRIPTION
 GA3029
 GA3029'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3029'1 MI SE FROM CUMBERLAND GAP.
 GA3029'THIS MARK IS LOCATED AT THE LTI 1963 STATION SITE, 38 FEET
 GA3029'NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E, 30 FEET
 GA3029'WEST OF AN 18-INCH OAK TREE AND 30 FEET SOUTHEAST OF TELEPHONE POLE
 GA3029'NO. 2020.  THE MARK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA3029'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3031 ***********************************************************************
 GA3031  DESIGNATION -  LTI RM 2
 GA3031  PID         -  GA3031
 GA3031  STATE/COUNTY-  TN/CLAIBORNE
 GA3031  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3031
 GA3031                         *CURRENT SURVEY CONTROL
 GA3031  ___________________________________________________________________
 GA3031* NAD 83(1986)-  36 35 35.     (N)    083 39 44.     (W)     SCALED    
 GA3031* NAVD 88     -       444.479  (meters)    1458.26   (feet)  ADJUSTED  
 GA3031  ___________________________________________________________________
 GA3031  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA3031  DYNAMIC HT  -         444.090 (meters)    1456.99  (feet)  COMP
 GA3031  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA3031
 GA3031  VERT ORDER  -  SECOND    CLASS 0
 GA3031
 GA3031.The horizontal coordinates were scaled from a topographic map and have
 GA3031.an estimated accuracy of +/- 6 seconds.
 GA3031
 GA3031.The orthometric height was determined by differential leveling
 GA3031.and adjusted by the National Geodetic Survey in June 1991..
 GA3031
 GA3031.The geoid height was determined by GEOID03.
 GA3031
 GA3031.The dynamic height is computed by dividing the NAVD 88
 GA3031.geopotential number by the normal gravity value computed on the
 GA3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3031.degrees latitude (g = 980.6199 gals.).
 GA3031
 GA3031.The modeled gravity was interpolated from observed gravity values.
 GA3031
 GA3031;                    North         East    Units  Estimated Accuracy
 GA3031;SPC TN       -   253,220.      809,180.      MT  (+/- 180 meters Scaled)
 GA3031
 GA3031                          SUPERSEDED SURVEY CONTROL
 GA3031
 GA3031  NGVD 29 (??/??/92)  444.619  (m)         1458.72   (f) ADJ UNCH    2 0
 GA3031
 GA3031.Superseded values are not recommended for survey control.
 GA3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3031.See file dsdata.txt to determine how the superseded data were derived.
 GA3031
 GA3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618530(NAD 83)
 GA3031_MARKER: DR = REFERENCE MARK DISK
 GA3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3031_STAMPING: LTI RM-2
 GA3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3031+STABILITY: SURFACE MOTION
 GA3031
 GA3031  HISTORY     - Date     Condition        Report By
 GA3031  HISTORY     - 1963     MONUMENTED       TNHD
 GA3031  HISTORY     - 1963     GOOD             TNHD
 GA3031
 GA3031                          STATION DESCRIPTION
 GA3031
 GA3031'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3031'1 MI SE FROM CUMBERLAND GAP.
 GA3031'THIS MARK IS LOCATED AT THE LTI 1963 STATION SITE, 45 FEET NORTH
 GA3031'OF AN 18-INCH OAK TREE, 43 FEET NORTHEAST OF THE APPROXIMATE
 GA3031'CENTER OF U.S. HIGHWAY 25E AND 7 FEET WEST OF THE NORTHWEST
 GA3031'CORNER OF A BRICK BUILDING.  THE MARK IS SET IN THE TOP OF A
 GA3031'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1052 ***********************************************************************
 FZ1052  DESIGNATION -  LUCIUDA
 FZ1052  PID         -  FZ1052
 FZ1052  STATE/COUNTY-  TN/JOHNSON
 FZ1052  USGS QUAD   -  SHERWOOD (1994)
 FZ1052
 FZ1052                         *CURRENT SURVEY CONTROL
 FZ1052  ___________________________________________________________________
 FZ1052* NAD 83(1995)-  36 21 23.58313(N)    081 47 18.79296(W)     ADJUSTED  
 FZ1052* NAVD 88     -      1098.195  (meters)    3602.99   (feet)  ADJUSTED  
 FZ1052  ___________________________________________________________________
 FZ1052  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FZ1052  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1052  DYNAMIC HT  -        1097.075 (meters)    3599.32  (feet)  COMP
 FZ1052  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 FZ1052
 FZ1052  HORZ ORDER  -  THIRD
 FZ1052  VERT ORDER  -  SECOND    CLASS 0
 FZ1052
 FZ1052.The horizontal coordinates were established by classical geodetic methods
 FZ1052.and adjusted by the National Geodetic Survey in April 1999..
 FZ1052
 FZ1052.The orthometric height was determined by differential leveling
 FZ1052.and adjusted by the National Geodetic Survey in June 1991..
 FZ1052
 FZ1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1052
 FZ1052.The geoid height was determined by GEOID03.
 FZ1052
 FZ1052.The dynamic height is computed by dividing the NAVD 88
 FZ1052.geopotential number by the normal gravity value computed on the
 FZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1052.degrees latitude (g = 980.6199 gals.).
 FZ1052
 FZ1052.The modeled gravity was interpolated from observed gravity values.
 FZ1052
 FZ1052;                    North         East     Units Scale Factor Converg.
 FZ1052;SPC TN       -   232,609.646   977,882.435   MT  0.99998989   +2 27 56.0
 FZ1052;SPC TN       -   763,153.48  3,208,269.29   sFT  0.99998989   +2 27 56.0
 FZ1052;SPC NC       -   292,679.977   359,329.857   MT  1.00005853   -1 36 34.1
 FZ1052;SPC NC       -   960,234.22  1,178,901.37   sFT  1.00005853   -1 36 34.1
 FZ1052;UTM  17      - 4,023,784.961   429,250.164   MT  0.99966167   -0 28 02.9
 FZ1052
 FZ1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1052!SPC TN       -   0.99983254  x   0.99998989  =   0.99982243
 FZ1052!SPC NC       -   0.99983254  x   1.00005853  =   0.99989106
 FZ1052!UTM  17      -   0.99983254  x   0.99966167  =   0.99949426
 FZ1052
 FZ1052:                Primary Azimuth Mark                     Grid Az
 FZ1052:SPC TN       -  LUCIUDA AZ MK                            091 41 18.0
 FZ1052:SPC NC       -  LUCIUDA AZ MK                            095 45 48.1
 FZ1052:UTM  17      -  LUCIUDA AZ MK                            094 37 16.9
 FZ1052
 FZ1052|---------------------------------------------------------------------|
 FZ1052| PID    Reference Object                     Distance      Geod. Az  |
 FZ1052|                                                           dddmmss.s |
 FZ1052| DC4601 LUCIUDA AZ MK                                      0940914.0 |
 FZ1052| FZ2004 BALD OF RICH                        APPROX. 8.1 KM 1271154.7 |
 FZ1052| DC4603 LUCIUDA RM 2                         32.858 METERS 13840     |
 FZ1052| FZ1053 LUCIUDA RM 1                         20.696 METERS 35513     |
 FZ1052|---------------------------------------------------------------------|
 FZ1052
 FZ1052                          SUPERSEDED SURVEY CONTROL
 FZ1052
 FZ1052  NAD 83(1995)-  36 21 23.58779(N)    081 47 18.79599(W) AD(       ) 3
 FZ1052  NAD 83(1995)-  36 21 23.59257(N)    081 47 18.79510(W) AD(       ) 3
 FZ1052  NAD 83(1986)-  36 21 23.59261(N)    081 47 18.79516(W) AD(       ) 3
 FZ1052  NAD 27      -  36 21 23.14883(N)    081 47 19.39220(W) AD(       ) 3
 FZ1052  NGVD 29 (??/??/92) 1098.323  (m)         3603.41   (f) ADJ UNCH    2 0
 FZ1052
 FZ1052.Superseded values are not recommended for survey control.
 FZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1052.See file dsdata.txt to determine how the superseded data were derived.
 FZ1052
 FZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2925023785(NAD 83)
 FZ1052_MARKER: DS = TRIANGULATION STATION DISK
 FZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1052_STAMPING: LUCIUDA 1934
 FZ1052_MARK LOGO: CGS   
 FZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1052+STABILITY: SURFACE MOTION
 FZ1052
 FZ1052  HISTORY     - Date     Condition        Report By
 FZ1052  HISTORY     - 1934     MONUMENTED       CGS
 FZ1052  HISTORY     - 1935     GOOD             NGS
 FZ1052  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1052
 FZ1052                          STATION DESCRIPTION
 FZ1052
 FZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1052'ABOUT 3 MILES NORTHWEST OF ZIONVILLE, N.  C., 2-1/2 MILES A LITTLE
 FZ1052'NORTH OF WEST OF
 FZ1052'TRADE, 1/4 MILE NORTHWEST OF NORTH
 FZ1052'CAROLINA-TENNESSEE STATE LINE,
 FZ1052'ALONG LUCIUDA CREEK, THROUGH STATE
 FZ1052'LINE GAP, ON PROPERTY OF MR.  MAYS, ON WEST SIDE
 FZ1052'OF RIGHT-OF-WAY OF
 FZ1052'SIDE ROAD RUNNING FROM U.S.  ROUTE 421 NEAR KEY STATION AND ON BANK
 FZ1052'8 FEET ABOVE AND
 FZ1052'14.8 FEET FROM CENTER LINE THEREOF, 85 FEET FROM
 FZ1052'12-INCH WHITE-OAK TREE, AND 10
 FZ1052'FEET INSIDE AND NORTHWEST OF FENCE
 FZ1052'CORNER.  TO REACH FROM JUNCTION OF ROUTES 421 AND
 FZ1052'67 IN TRADE, GO
 FZ1052'NORTHWEST 1.85 MILES ON ROUTE 421 TO STONE T-ROAD TO LEFT JUST
 FZ1052'BEYOND WHITE
 FZ1052'CHURCH ON RIGHT, TURN LEFT AND GO SOUTHWEST 2.55 MILES TO
 FZ1052'STATION SITE.  SURFACE
 FZ1052'AND UNDERGROUND MARKS ARE STANDARD STATION IN CONCRETE,
 FZ1052'REFERENCE AND AZIMUTH MARKS ARE
 FZ1052'STANDARD REFERENCE DISKS IN CONCRETE, NO 1
 FZ1052'IS 24.6 FEET
 FZ1052'FROM TWIN 10-INCH CHESTNUT TREE, 9 FEET ABOVE AND 16.4 FEET (SLOPE
 FZ1052'DISTANCE) FROM
 FZ1052'CENTER LINE OF ROAD, AND 67.90 FEET FROM STATION
 FZ1052'N 04 DEG 47 MIN W
 FZ1052'NO.  2 IS ACROSS ROAD, 14.9 FEET
 FZ1052'FROM 12-INCH MAPLE TREE AND 11.6 FEET FROM 8-INCH
 FZ1052'MAPLE TREE WHICH
 FZ1052'ARE ON SOUTH SIDE OF FENCE LINE 21 FEET APART, 70 FEET (SLOPE
 FZ1052'DISTANCE) FROM
 FZ1052'CENTER LINE OF ROAD, 1 FOOT NORTH OF FENCE LINE, AND
 FZ1052'20 FEET BELOW AND 107.80 FEET
 FZ1052'(SLOPE DISTANCE) FROM STATION
 FZ1052'S 41 DEG 20 MIN E.  AZIMUTH MARK IS
 FZ1052'133.2 FEET NORTHEAST
 FZ1052'OF NEARER OF TWO 10-INCH POPLAR TREES 12 FEET APART (TREES ARE 25
 FZ1052'FEET
 FZ1052'NORTH-NORTHEAST OF SPRING), 79.4 FEET WEST OF POINT WHERE TRAIL
 FZ1052'LEADS NORTH FROM ROAD,
 FZ1052'7 FEET ABOVE 15.7 FEET NORTH OF CENTER LINE OF
 FZ1052'ROAD, ON EDGE OF SECOND-GROWTH BRUSH, AND
 FZ1052'250 YARDS FROM STATION
 FZ1052'S 85 DEG 51 MIN E.
 FZ1052
 FZ1052                          STATION RECOVERY (1935)
 FZ1052
 FZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FZ1052'0.4 MI S FROM KEY STATION.
 FZ1052'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1052'COUNTY, THENCE 2.6 MILES SOUTHWEST ALONG THE BULLDOG CREEK ROAD,
 FZ1052'0.1 MILE SOUTH OF A HAIRPIN CURVE, ON THE MAYS PROPERTY, 85 FEET
 FZ1052'FROM A 12-INCH OAK TREE, 14.8 FEET FROM THE CENTERLINE OF THE
 FZ1052'ROAD, 10 FEET INSIDE THE FENCE CORNER SOUTHEAST OF THE STATION,
 FZ1052'AND 8 FEET HIGHER THAN THE ROAD.  A STANDARD TRIANGULATION-STATION
 FZ1052'DISK, STAMPED LUCIUDA AND SET IN THE TOP OF A CONCRETE POST.
 FZ1052
 FZ1052                          STATION RECOVERY (2003)
 FZ1052
 FZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1052'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIBED LOCATION IS UNSTABLE
 FZ1052'ROAD EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1053 ***********************************************************************
 FZ1053  DESIGNATION -  LUCIUDA RM 1
 FZ1053  PID         -  FZ1053
 FZ1053  STATE/COUNTY-  TN/JOHNSON
 FZ1053  USGS QUAD   -  SHERWOOD (1994)
 FZ1053
 FZ1053                         *CURRENT SURVEY CONTROL
 FZ1053  ___________________________________________________________________
 FZ1053* NAD 83(1986)-  36 21 23.     (N)    081 47 18.     (W)     SCALED    
 FZ1053* NAVD 88     -      1097.056  (meters)    3599.26   (feet)  ADJUSTED  
 FZ1053  ___________________________________________________________________
 FZ1053  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1053  DYNAMIC HT  -        1095.937 (meters)    3595.59  (feet)  COMP
 FZ1053  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 FZ1053
 FZ1053  VERT ORDER  -  SECOND    CLASS 0
 FZ1053
 FZ1053.The horizontal coordinates were scaled from a topographic map and have
 FZ1053.an estimated accuracy of +/- 6 seconds.
 FZ1053
 FZ1053.The orthometric height was determined by differential leveling
 FZ1053.and adjusted by the National Geodetic Survey in June 1991..
 FZ1053
 FZ1053.The geoid height was determined by GEOID03.
 FZ1053
 FZ1053.The dynamic height is computed by dividing the NAVD 88
 FZ1053.geopotential number by the normal gravity value computed on the
 FZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1053.degrees latitude (g = 980.6199 gals.).
 FZ1053
 FZ1053.The modeled gravity was interpolated from observed gravity values.
 FZ1053
 FZ1053;                    North         East    Units  Estimated Accuracy
 FZ1053;SPC TN       -   232,590.      977,900.      MT  (+/- 180 meters Scaled)
 FZ1053
 FZ1053                          SUPERSEDED SURVEY CONTROL
 FZ1053
 FZ1053  NGVD 29 (??/??/92) 1097.17   (m)         3599.6    (f) COMPUTED    2 0
 FZ1053
 FZ1053.Superseded values are not recommended for survey control.
 FZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1053.See file dsdata.txt to determine how the superseded data were derived.
 FZ1053
 FZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA292237(NAD 83)
 FZ1053_MARKER: DR = REFERENCE MARK DISK
 FZ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1053_STAMPING: LUCIUDA NO 1
 FZ1053_MARK LOGO: CGS   
 FZ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1053+STABILITY: SURFACE MOTION
 FZ1053
 FZ1053  HISTORY     - Date     Condition        Report By
 FZ1053  HISTORY     - 1934     MONUMENTED       CGS
 FZ1053  HISTORY     - 1935     GOOD             CGS
 FZ1053  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1053
 FZ1053                          STATION DESCRIPTION
 FZ1053
 FZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1053'AT KEY STATION.
 FZ1053'JUST NORTH OF TRIANGULATION STATION LUCIUDA, DESCRIBED ABOVE,
 FZ1053'25 FEET FROM A TWIN 10-INCH CHESTNUT TREE, 16 FEET (GRADE SLOPE
 FZ1053'DISTANCE) FROM THE CENTERLINE OF THE ROAD, AND 9 FEET HIGHER
 FZ1053'THAN THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED LUCIUDA NO
 FZ1053'1 AND SET IN THE TOP OF A CONCRETE POST.
 FZ1053
 FZ1053                          STATION RECOVERY (2003)
 FZ1053
 FZ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1053'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIBED LOCATION IS UNSTABLE
 FZ1053'ROAD EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2578 ***********************************************************************
 GA2578  DESIGNATION -  LUCK
 GA2578  PID         -  GA2578
 GA2578  STATE/COUNTY-  TN/KNOX
 GA2578  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2578
 GA2578                         *CURRENT SURVEY CONTROL
 GA2578  ___________________________________________________________________
 GA2578* NAD 83(1995)-  36 04 19.85442(N)    083 55 39.87435(W)     ADJUSTED  
 GA2578* NAVD 88     -       321.516  (meters)    1054.84   (feet)  ADJUSTED  
 GA2578  ___________________________________________________________________
 GA2578  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GA2578  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2578  DYNAMIC HT  -         321.217 (meters)    1053.86  (feet)  COMP
 GA2578  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 GA2578
 GA2578  HORZ ORDER  -  SECOND
 GA2578  VERT ORDER  -  SECOND    CLASS 0
 GA2578
 GA2578.The horizontal coordinates were established by classical geodetic methods
 GA2578.and adjusted by the National Geodetic Survey in April 1999..
 GA2578
 GA2578.The orthometric height was determined by differential leveling
 GA2578.and adjusted by the National Geodetic Survey in June 1991..
 GA2578
 GA2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2578
 GA2578.The geoid height was determined by GEOID03.
 GA2578
 GA2578.The dynamic height is computed by dividing the NAVD 88
 GA2578.geopotential number by the normal gravity value computed on the
 GA2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2578.degrees latitude (g = 980.6199 gals.).
 GA2578
 GA2578.The modeled gravity was interpolated from observed gravity values.
 GA2578
 GA2578;                    North         East     Units Scale Factor Converg.
 GA2578;SPC TN       -   194,900.485   786,649.956   MT  0.99995701   +1 12 47.5
 GA2578;SPC TN       -   639,436.01  2,580,867.40   sFT  0.99995701   +1 12 47.5
 GA2578;UTM  17      - 3,995,922.995   236,334.687   MT  1.00045668   -1 43 29.5
 GA2578;UTM  16      - 3,996,324.717   776,683.673   MT  1.00054338   +1 48 36.4
 GA2578
 GA2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2578!SPC TN       -   0.99995437  x   0.99995701  =   0.99991138
 GA2578!UTM  17      -   0.99995437  x   1.00045668  =   1.00041102
 GA2578!UTM  16      -   0.99995437  x   1.00054338  =   1.00049772
 GA2578
 GA2578:                Primary Azimuth Mark                     Grid Az
 GA2578:SPC TN       -  HALLS                                    009 38 40.6
 GA2578:UTM  17      -  HALLS                                    012 34 57.6
 GA2578:UTM  16      -  HALLS                                    009 02 51.7
 GA2578
 GA2578|---------------------------------------------------------------------|
 GA2578| PID    Reference Object                     Distance      Geod. Az  |
 GA2578|                                                           dddmmss.s |
 GA2578| GA2576 HALLS                               APPROX. 1.7 KM 0105128.1 |
 GA2578| GA2583 MAYS                                APPROX. 2.1 KM 1692808.2 |
 GA2578| GA2579 LUCK RM 1                             4.566 METERS 21324     |
 GA2578| GA2580 LUCK RM 2                             3.355 METERS 28645     |
 GA2578|---------------------------------------------------------------------|
 GA2578
 GA2578                          SUPERSEDED SURVEY CONTROL
 GA2578
 GA2578  NAD 83(1995)-  36 04 19.86152(N)    083 55 39.87311(W) AD(       ) 2
 GA2578  NAD 83(1995)-  36 04 19.86198(N)    083 55 39.87290(W) AD(       ) 2
 GA2578  NAD 83(1995)-  36 04 19.86237(N)    083 55 39.87336(W) AD(       ) 2
 GA2578  NAD 83(1986)-  36 04 19.86758(N)    083 55 39.87127(W) AD(       ) 2
 GA2578  NAD 27      -  36 04 19.57517(N)    083 55 40.20092(W) AD(       ) 2
 GA2578  NGVD 29 (??/??/92)  321.630  (m)         1055.21   (f) ADJ UNCH    2 0
 GA2578
 GA2578.Superseded values are not recommended for survey control.
 GA2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2578.See file dsdata.txt to determine how the superseded data were derived.
 GA2578
 GA2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3633595923(NAD 83)
 GA2578_MARKER: DD = SURVEY DISK
 GA2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2578_STAMPING: LUCK 1964
 GA2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2578+STABILITY: SURFACE MOTION
 GA2578
 GA2578  HISTORY     - Date     Condition        Report By
 GA2578  HISTORY     - 1964     MONUMENTED       TNHD
 GA2578  HISTORY     - 1964     GOOD             TNHD
 GA2578  HISTORY     - 1980     GOOD             NGS
 GA2578  HISTORY     - 1980     GOOD             NGS
 GA2578
 GA2578                          STATION DESCRIPTION
 GA2578
 GA2578'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2578'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2578'
 GA2578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND ST.
 GA2578'RT. 33 AT HALLS
 GA2578'CROSSROADS, GO 0.7 MILE SOUTH ON U.S.  HIGHWAY 441 TO THE
 GA2578'STATION ON THE RIGHT.
 GA2578'
 GA2578'THE STATION IS 51 FEET SOUTHEAST OF SOUTHEAST CORNER OF A BRICK CAFE,
 GA2578'20 FEET SOUTH OF THE
 GA2578'APPROXIMATE CENTER OF A PAVED DRIVE, 12 FEET EAST OF A
 GA2578'LIGHT POLE, 11 FEET NORTHEAST
 GA2578'OF A FIRE-HYDRANT AND 4.1 FEET
 GA2578'NORTHEAST OF A WITNESS POST.  THE SURFACE AND
 GA2578'UNDERGROUND MARKS ARE
 GA2578'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA2578'STAMPED LUCK 1964.
 GA2578'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA2578'SURFACE.  THE SURFACE DISK IS
 GA2578'SET IN A 10-INCH SQUARE, FLUSH,
 GA2578'CONCRETE MONUMENT.
 GA2578'
 GA2578'REFERENCE MARK NO. 1 IS 29 FEET EAST OF A 10-INCH MAPLE TREE, 13 FEET
 GA2578'SOUTH OF A LIGHT POLE AND 7
 GA2578'FEET SOUTH OF A FIRE-HYDRANT.  IT IS A STANDARD
 GA2578'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2578'IN A 10-INCH SQUARE, FLUSH,
 GA2578'CONCRETE MONUMENT AND THE DISK IS STAMPED LUCK RM-1
 GA2578'1964.
 GA2578'
 GA2578'REFERENCE MARK NO. 2 IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA2578'A BRICK CAFE, 14 FEET
 GA2578'SOUTH OF THE APPROXIMATE CENTER OF A PAVED DRIVE AND 9
 GA2578'FEET NORTH OF A FIRE-HYDRANT.
 GA2578'IT IS A STANDARD TENNESSEE HIGHWAY
 GA2578'DEPARTMENT DISK SET IN A 10- INCH SQUARE, FLUSH,
 GA2578'CONCRETE MONUMENT
 GA2578'AND THE DISK IS STAMPED LUCK RM-2 1964.
 GA2578'
 GA2578'TRAVERSE STATION HALLS AND/OR MAYS WILL SERVE AS THE AZIMUTH MARK.
 GA2578'
 GA2578'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2578'REFERENCE MARK NO.  2 IS
 GA2578'15.84 FT.  - 4.827 M.
 GA2578'
 GA2578'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2578'
 GA2578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2578
 GA2578                          STATION RECOVERY (1964)
 GA2578
 GA2578'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2578'7 MI N FROM KNOXVILLE.
 GA2578'TO REACH THE STATION FROM THE POST OFFICE IN HALLS CROSSROADS,
 GA2578'GO 0.1 MILE SOUTH ON STATE ROUTE 33 AND U.S. HIGHWAY 441 TO THE
 GA2578'STATION ON THE RIGHT.  THE STATION MARK IS 51 FEET SOUTHEAST OF
 GA2578'THE SOUTHEAST CORNER OF A BRICK CAFE, 20 FEET SOUTH OF THE
 GA2578'APPROXIMATE CENTER OF A PAVED ROAD, 12 FEET EAST OF A LIGHT POLE,
 GA2578'11 FEET NORTHEAST OF A FIRE-HYDRANT AND 4.1 FEET NORTHEAST OF A
 GA2578'METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2578'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2578'FLUSH WITH THE GROUND.
 GA2578
 GA2578                          STATION RECOVERY (1980)
 GA2578
 GA2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2578'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GA2578'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED
 GA2578'DESTROYED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE
 GA2578'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2578'
 GA2578'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF DOWNTOWN KNOXVILLE,
 GA2578'2.5 FEET WEST OF WEST CURB OF SOUTHBOUND LANE OF STATE HIGHWAY 33
 GA2578'AND U.S. HIGHWAY 441, MAYNARDVILLE PIKE, 6.5 FEET SOUTH OF POWER
 GA2578'POLE NO. S 51 65 A B79, 11 FEET NORTHEAST OF A FIRE HYDRANT, 4 FEET
 GA2578'EAST OF THE EAST EDGE OF SIDEWALK, 3 FEET WEST OF NORTHWEST CORNER
 GA2578'OF A METAL STORM DRAIN, 20 FEET SOUTH OF CENTERLINE OF A PAVED
 GA2578'ROAD AND 22 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 GA2578'IS FLUSH AND THE STANDARD THD DISK IS STAMPED---LUCK 1964---.
 GA2578'
 GA2578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 GA2578'STATE HIGHWAY 33 AT HALLS CROSSROADS, GO SOUTH ON HIGHWAY 441 AND
 GA2578'33 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 GA2578'
 GA2578'REFERENCE MARK 1 IS A STANDARD THD DISK SET IN TOP OF A SQUARE
 GA2578'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---LUCK RM 1 1964---28
 GA2578'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 7 FEET SOUTH OF A FIRE
 GA2578'HYDRANT, 20 FEET SOUTHWEST OF A POWER POLE AND 12 FEET WEST OF THE
 GA2578'WEST CURB OF THE HIGHWAY.
 GA2578'
 GA2578'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LUCK THD 1964 NO 3
 GA2578'1980---SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 8 FEET SOUTH OF
 GA2578'THE CENTER OF PAVED ROAD, 8 FEET NORTHWEST OF THE POWER POLE, 15 FEET
 GA2578'NORTHEAST OF THE FIRE HYDRANT AND 10 FEET WEST OF THE WEST CURB OF
 GA2578'THE HIGHWAY.
 GA2578
 GA2578                          STATION RECOVERY (1980)
 GA2578
 GA2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2578'6.5 FEET SOUTH OF A POWER POLE NO. S 51 65 A B 79, 4 FEET EAST OF THE
 GA2578'EAST EDGE OF A SIDEWALK,3 FEET WEST OF THE NORTHWEST CORNER OF A
 GA2578'METAL STORM DRAIN, A METAL PIN WAS DRIVEN ON EACH SIDE OF THE
 GA2578'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1509 ***********************************************************************
 GD1509  DESIGNATION -  LUCK
 GD1509  PID         -  GD1509
 GD1509  STATE/COUNTY-  TN/GIBSON
 GD1509  USGS QUAD   -  DYER (1985)
 GD1509
 GD1509                         *CURRENT SURVEY CONTROL
 GD1509  ___________________________________________________________________
 GD1509* NAD 83(1995)-  36 07 17.23101(N)    088 55 33.05115(W)     ADJUSTED  
 GD1509* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 GD1509  ___________________________________________________________________
 GD1509  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GD1509  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1509
 GD1509  HORZ ORDER  -  SECOND
 GD1509
 GD1509.The horizontal coordinates were established by classical geodetic methods
 GD1509.and adjusted by the National Geodetic Survey in April 1999..
 GD1509
 GD1509.The orthometric height was scaled from a topographic map.
 GD1509
 GD1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1509
 GD1509.The geoid height was determined by GEOID03.
 GD1509
 GD1509;                    North         East     Units Scale Factor Converg.
 GD1509;SPC TN       -   202,328.144   336,649.411   MT  0.99996094   -1 42 46.5
 GD1509;SPC TN       -   663,804.92  1,104,490.61   sFT  0.99996094   -1 42 46.5
 GD1509;UTM  16      - 3,999,136.963   326,684.431   MT  0.99997013   -1 08 08.0
 GD1509
 GD1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1509!SPC TN       -   0.99998355  x   0.99996094  =   0.99994449
 GD1509!UTM  16      -   0.99998355  x   0.99997013  =   0.99995368
 GD1509
 GD1509:                Primary Azimuth Mark                     Grid Az
 GD1509:SPC TN       -  SHARON MUNICIPAL TANK                    037 52 42.9
 GD1509:UTM  16      -  SHARON MUNICIPAL TANK                    037 18 04.4
 GD1509
 GD1509|---------------------------------------------------------------------|
 GD1509| PID    Reference Object                     Distance      Geod. Az  |
 GD1509|                                                           dddmmss.s |
 GD1509| GD1501 SHARON MUNICIPAL TANK               APPROX.15.3 KM 0360956.4 |
 GD1509| CG4453 LUCK AZ MK                                         0974639.9 |
 GD1509| CG4454 LUCK RM 1                            26.756 METERS 17841     |
 GD1509| GD1511 7 RHP                                41.614 METERS 24847     |
 GD1509| GD1512 RUTHERFORD MUNICIPAL TANK           APPROX. 6.2 KM 2751229.2 |
 GD1509| GD1626 KENTON NEW MUNICIPAL TANK           APPROX.12.2 KM 3194854.7 |
 GD1509|---------------------------------------------------------------------|
 GD1509
 GD1509                          SUPERSEDED SURVEY CONTROL
 GD1509
 GD1509  NAD 83(1995)-  36 07 17.23373(N)    088 55 33.05365(W) AD(       ) 2
 GD1509  NAD 83(1995)-  36 07 17.23416(N)    088 55 33.05367(W) AD(       ) 2
 GD1509  NAD 83(1986)-  36 07 17.24298(N)    088 55 33.05066(W) AD(       ) 2
 GD1509  NAD 27      -  36 07 17.00080(N)    088 55 32.81800(W) AD(       ) 2
 GD1509
 GD1509.Superseded values are not recommended for survey control.
 GD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1509.See file dsdata.txt to determine how the superseded data were derived.
 GD1509
 GD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2668499137(NAD 83)
 GD1509_MARKER: DS = TRIANGULATION STATION DISK
 GD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1509
 GD1509  HISTORY     - Date     Condition        Report By
 GD1509  HISTORY     - 1958     MONUMENTED       CGS
 GD1509  HISTORY     - 1959     GOOD             CGS
 GD1509  HISTORY     - 1967     GOOD             CGS
 GD1509
 GD1509                          STATION DESCRIPTION
 GD1509
 GD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1509'THE STATION IS ABOUT 3 MILES EAST OF RUTHERFORD, ON THE PROPERTY OF
 GD1509'AND JUST EAST OF THE SALEM METHODIST CHURCH.  IT IS 128 FEET EAST OF
 GD1509'THE NORTHEAST CORNER OF THE CHURCH, 35 FEET EAST OF THE CENTERLINE
 GD1509'OF A GRAVELED ROAD, 144 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1509'ROAD, 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 35 FEET SOUTHEAST
 GD1509'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1509'STAMPED LUCK 1958.
 GD1509'
 GD1509'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST SOUTH OF THE
 GD1509'RAILROAD DEPOT IN RUTHERFORD, GO EAST ON THE PAVED ROAD FOR 0.9 MILE
 GD1509'TO A Y-FORK.  KEEP RIGHT FORK AND GO EAST ON A GRAVELED ROAD FOR
 GD1509'2.45 MILES TO A CROSSROAD AND THE STATION IS ON THE LEFT.
 GD1509'
 GD1509'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 GD1509'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.  IT IS ON THE PROPERTY OF
 GD1509'MR. JOE PATTERSON JR.
 GD1509'
 GD1509'REFERENCE MARK 1 IS 56 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 GD1509'ROAD, 47 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 45
 GD1509'FEET NORTHEAST OF THE TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 GD1509'DISK IS STAMPED LUCK NO 1 1958.
 GD1509'
 GD1509'7 USGS IS A STANDARD GEOLOGICAL SURVEY BM DISK STAMPED 7 RHP 1951
 GD1509'ELV., 440 FEET AND IS SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 GD1509'THAT PROJECTS 8 INCHES.  IT IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER
 GD1509'OF THE SALEM METHODIST CHURCH.  NOTE THIS MARK WAS USED AS
 GD1509'REFERENCE MARK 2.
 GD1509'
 GD1509'THE AZIMUTH MARK IS 58 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1509'ROAD, 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 6
 GD1509'INCHES WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WITNESS POST
 GD1509'AND 36 SOUTH OF A POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE
 GD1509'DISK IS STAMPED LUCK 1958.
 GD1509'
 GD1509'NOTE - A TRAVERSE MEASUREMENT WAS MADE FROM STATION LUCK TO 7 USGS
 GD1509'THE DISTANCE IS 41.6143 METERS, (136.529 FT.).
 GD1509'
 GD1509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GD1509
 GD1509                          STATION RECOVERY (1959)
 GD1509
 GD1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1509'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1509'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE TO REACH AND
 GD1509'THE DESCRIPTION OF THE STATION, AND ALL MARKS IS ADEQUATE.
 GD1509'
 GD1509'NO MEASUREMENT BETWEEN R.M. 1 AND 7 USGS BECAUSE OF TREE ON LINE.
 GD1509
 GD1509                          STATION RECOVERY (1967)
 GD1509
 GD1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1509'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1509'WITH THE
 GD1509'FOLLOWING ADDED NOTATIONS.
 GD1509'
 GD1509'THE STATION IS NOW 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND
 GD1509'SIGN.
 GD1509'
 GD1509'THE AZIMUTH MARK IS NOW 0.6 OF A FOOT SOUTH OF A METAL WITNESS POST
 GD1509'AND SIGN.
 GD1509'
 GD1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1509'EAST OF RUTHERFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2300 ***********************************************************************
 GC2300  DESIGNATION -  LUCK
 GC2300  PID         -  GC2300
 GC2300  STATE/COUNTY-  TN/DAVIDSON
 GC2300  USGS QUAD   -  OAK HILL (1968)
 GC2300
 GC2300                         *CURRENT SURVEY CONTROL
 GC2300  ___________________________________________________________________
 GC2300* NAD 83(1995)-  36 05 22.88539(N)    086 50 22.16546(W)     ADJUSTED  
 GC2300* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 GC2300  ___________________________________________________________________
 GC2300  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC2300  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC2300
 GC2300  HORZ ORDER  -  SECOND
 GC2300
 GC2300.The horizontal coordinates were established by classical geodetic methods
 GC2300.and adjusted by the National Geodetic Survey in April 1999..
 GC2300
 GC2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2300
 GC2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2300
 GC2300.The geoid height was determined by GEOID03.
 GC2300
 GC2300;                    North         East     Units Scale Factor Converg.
 GC2300;SPC TN       -   195,191.278   524,398.328   MT  0.99995832   -0 29 29.3
 GC2300;SPC TN       -   640,390.05  1,720,463.51   sFT  0.99995832   -0 29 29.3
 GC2300;UTM  16      - 3,993,908.425   514,449.956   MT  0.99960257   +0 05 40.4
 GC2300
 GC2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2300!SPC TN       -   0.99996611  x   0.99995832  =   0.99992443
 GC2300!UTM  16      -   0.99996611  x   0.99960257  =   0.99956869
 GC2300
 GC2300|---------------------------------------------------------------------|
 GC2300| PID    Reference Object                     Distance      Geod. Az  |
 GC2300|                                                           dddmmss.s |
 GC2300| CG6829 LUCK RM 1                            21.240 METERS 04310     |
 GC2300| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX. 4.8 KM 1695737.1 |
 GC2300| CG6830 LUCK RM 2                            14.603 METERS 27914     |
 GC2300|---------------------------------------------------------------------|
 GC2300
 GC2300                          SUPERSEDED SURVEY CONTROL
 GC2300
 GC2300  NAD 83(1995)-  36 05 22.88760(N)    086 50 22.16738(W) AD(       ) 2
 GC2300  NAD 83(1995)-  36 05 22.88887(N)    086 50 22.16756(W) AD(       ) 2
 GC2300  NAD 83(1986)-  36 05 22.89565(N)    086 50 22.16886(W) AD(       ) 2
 GC2300  NAD 27      -  36 05 22.68090(N)    086 50 22.16580(W) AD(       ) 2
 GC2300  NGVD 29 (07/19/86)  245.1    (m)          804.     (f) VERT ANG       
 GC2300
 GC2300.Superseded values are not recommended for survey control.
 GC2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2300.See file dsdata.txt to determine how the superseded data were derived.
 GC2300
 GC2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1445093908(NAD 83)
 GC2300_MARKER: DD = SURVEY DISK
 GC2300_SETTING: 0 = UNSPECIFIED SETTING
 GC2300
 GC2300  HISTORY     - Date     Condition        Report By
 GC2300  HISTORY     - 1963     MONUMENTED       TNHD
 GC2300
 GC2300                          STATION DESCRIPTION
 GC2300
 GC2300'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2300'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DOWN TOWN NASHVILLE ON
 GC2300'THE TOP OF THE NASHVILLE SUBURBAN UTILITY DISTRICT RESERVOIR.
 GC2300'
 GC2300'TO REACH THE STATION FROM THE GREEN HILLS BRANCH POST OFFICE IN GREEN
 GC2300'HILLS, GO 1.1 MILES SOUTH ON U.S. HIGHWAY 431 TO THE INTERSECTION
 GC2300'OF HARDING PL. ROAD, TURN RIGHT, AND GO 0.5 MILE WEST ON HARDING PL.
 GC2300'ROAD TO AN ALUMINUM GATE AND A GRAVELED ROAD ON THE LEFT, TURN
 GC2300'LEFT AND GO 0.3 MILE SOUTH ON THE GRAVELED ROAD TO A SMALL KNOLL AND
 GC2300'THE 14 FOOT HIGH CEMENTED RESERVOIR ON THE TOP OF THE KNOLL.
 GC2300'
 GC2300'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE 126 FOOT
 GC2300'DIAMETER RESERVOIR AND IT IS 59 FEET SOUTH OF THE LADDER ON THE
 GC2300'SIDE OF THE RESERVOIR, 49 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GC2300'SMALL BLOCK BUILDING ON THE EAST EDGE OF THE RESERVOIR, 32 FEET
 GC2300'SOUTHWEST OF AN IRON PIPE PROTRUDING FROM THE TOP OF THE RESERVOIR,
 GC2300'AND 15 FEET NORTH OF AN IRON PIPE PROTRUDING FROM THE TOP. IT IS A
 GC2300'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN
 GC2300'THE TOP OF THE RESERVOIR AND THE DISK IS STAMPED LUCK 1963.
 GC2300'
 GC2300'REFERENCE MARK NO. 1 IS 68 FEET WEST OF THE LADDER ON THE SIDE, 52
 GC2300'FEET NORTH OF THE NORTHWEST CORNER OF THE SMALL BLOCK BUILDING, 20
 GC2300'FEET WEST OF AN IRON PIPE PROTRUDING FROM THE TOP AND 1 FOOT
 GC2300'SOUTHWEST OF THE EDGE OF THE RESERVOIR. IT IS A STANDARD TENNESSEE
 GC2300'HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN THE TOP OF THE
 GC2300'RESERVOIR AND THE DISK IS STAMPED LUCK RM-1 1963.
 GC2300'
 GC2300'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE LADDER ON THE SIDE, 54
 GC2300'FEET WEST OF AN IRON PIPE PROTRUDING FROM THE TOP OF THE
 GC2300'RESERVOIR, AND 1 FOOT EAST OF THE EDGE OF THE RESERVOIR. IT IS A
 GC2300'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN
 GC2300'THE TOP OF THE RESERVOIR AND THE DISK IS STAMPED LUCK RM-2 1963.
 GC2300'
 GC2300'THE TV STATION WSIX MAST WILL SERVE AS THE AZIMUTH TO THIS STATION
 GC2300'AND A DETAILED DESCRIPTION TO THIS MAST CAN BE FOUND IN THE U.S.C.
 GC2300'AND G.S. DATA.
 GC2300'
 GC2300'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2300'
 GC2300'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2579 ***********************************************************************
 GA2579  DESIGNATION -  LUCK RM 1
 GA2579  PID         -  GA2579
 GA2579  STATE/COUNTY-  TN/KNOX
 GA2579  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2579
 GA2579                         *CURRENT SURVEY CONTROL
 GA2579  ___________________________________________________________________
 GA2579* NAD 83(1986)-  36 04 19.     (N)    083 55 41.     (W)     SCALED    
 GA2579* NAVD 88     -       321.722  (meters)    1055.52   (feet)  ADJUSTED  
 GA2579  ___________________________________________________________________
 GA2579  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2579  DYNAMIC HT  -         321.423 (meters)    1054.54  (feet)  COMP
 GA2579  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 GA2579
 GA2579  VERT ORDER  -  SECOND    CLASS 0
 GA2579
 GA2579.The horizontal coordinates were scaled from a topographic map and have
 GA2579.an estimated accuracy of +/- 6 seconds.
 GA2579
 GA2579.The orthometric height was determined by differential leveling
 GA2579.and adjusted by the National Geodetic Survey in June 1991..
 GA2579
 GA2579.The geoid height was determined by GEOID03.
 GA2579
 GA2579.The dynamic height is computed by dividing the NAVD 88
 GA2579.geopotential number by the normal gravity value computed on the
 GA2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2579.degrees latitude (g = 980.6199 gals.).
 GA2579
 GA2579.The modeled gravity was interpolated from observed gravity values.
 GA2579
 GA2579;                    North         East    Units  Estimated Accuracy
 GA2579;SPC TN       -   194,870.      786,620.      MT  (+/- 180 meters Scaled)
 GA2579
 GA2579                          SUPERSEDED SURVEY CONTROL
 GA2579
 GA2579  NGVD 29 (??/??/92)  321.835  (m)         1055.89   (f) ADJ UNCH    2 0
 GA2579
 GA2579.Superseded values are not recommended for survey control.
 GA2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2579.See file dsdata.txt to determine how the superseded data were derived.
 GA2579
 GA2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363958(NAD 83)
 GA2579_MARKER: DD = SURVEY DISK
 GA2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2579_STAMPING: LUCK RM-1 1964
 GA2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2579+STABILITY: SURFACE MOTION
 GA2579
 GA2579  HISTORY     - Date     Condition        Report By
 GA2579  HISTORY     - 1964     MONUMENTED       TNHD
 GA2579  HISTORY     - 1980     GOOD             NGS
 GA2579
 GA2579                          STATION DESCRIPTION
 GA2579
 GA2579'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2579'7 MI N FROM KNOXVILLE.
 GA2579'THIS MARK IS LOCATED AT THE LUCK 1964 STATION SITE, 29 FEET EAST
 GA2579'OF A 10-INCH MAPLE TREE, 13 FEET SOUTH OF A LIGHT POLE, 7 FEET
 GA2579'SOUTH OF A FIRE-HYDRANT AND 15 FEET SOUTHWEST OF THE STATION.
 GA2579'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2579'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2579
 GA2579                          STATION RECOVERY (1980)
 GA2579
 GA2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2579'IT IS 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,20 FEET SOUTH
 GA2579'WEST OF A POWER POLE AND 12 FEET WEST OF THE WEST CURB OF THE
 GA2579'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2580 ***********************************************************************
 GA2580  DESIGNATION -  LUCK RM 2
 GA2580  PID         -  GA2580
 GA2580  STATE/COUNTY-  TN/KNOX
 GA2580  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2580
 GA2580                         *CURRENT SURVEY CONTROL
 GA2580  ___________________________________________________________________
 GA2580* NAD 83(1986)-  36 04 19.     (N)    083 55 41.     (W)     SCALED    
 GA2580* NAVD 88     -       321.598  (meters)    1055.11   (feet)  ADJUSTED  
 GA2580  ___________________________________________________________________
 GA2580  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2580  DYNAMIC HT  -         321.299 (meters)    1054.13  (feet)  COMP
 GA2580  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 GA2580
 GA2580  VERT ORDER  -  SECOND    CLASS 0
 GA2580
 GA2580.The horizontal coordinates were scaled from a topographic map and have
 GA2580.an estimated accuracy of +/- 6 seconds.
 GA2580
 GA2580.The orthometric height was determined by differential leveling
 GA2580.and adjusted by the National Geodetic Survey in June 1991..
 GA2580
 GA2580.The geoid height was determined by GEOID03.
 GA2580
 GA2580.The dynamic height is computed by dividing the NAVD 88
 GA2580.geopotential number by the normal gravity value computed on the
 GA2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2580.degrees latitude (g = 980.6199 gals.).
 GA2580
 GA2580.The modeled gravity was interpolated from observed gravity values.
 GA2580
 GA2580;                    North         East    Units  Estimated Accuracy
 GA2580;SPC TN       -   194,870.      786,620.      MT  (+/- 180 meters Scaled)
 GA2580
 GA2580                          SUPERSEDED SURVEY CONTROL
 GA2580
 GA2580  NGVD 29 (??/??/92)  321.711  (m)         1055.48   (f) ADJ UNCH    2 0
 GA2580
 GA2580.Superseded values are not recommended for survey control.
 GA2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2580.See file dsdata.txt to determine how the superseded data were derived.
 GA2580
 GA2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363958(NAD 83)
 GA2580_MARKER: DD = SURVEY DISK
 GA2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2580_STAMPING: LUCK RM-2 1964
 GA2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2580+STABILITY: SURFACE MOTION
 GA2580
 GA2580  HISTORY     - Date     Condition        Report By
 GA2580  HISTORY     - 1964     MONUMENTED       TNHD
 GA2580  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2580
 GA2580                          STATION DESCRIPTION
 GA2580
 GA2580'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2580'7 MI N FROM KNOXVILLE.
 GA2580'THIS MARK IS LOCATED AT THE LUCK 1964 STATION SITE, 40 FEET
 GA2580'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK CAFE, 14 FEET SOUTH
 GA2580'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 9 FEET NORTH OF A
 GA2580'FIRE-HYDRANT AND 11 FEET NORTHWEST OF THE STATION.  THE MARK IS
 GA2580'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2580'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2580
 GA2580                          STATION RECOVERY (1980)
 GA2580
 GA2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3261 ***********************************************************************
 GA3261  DESIGNATION -  LUCK RM 3
 GA3261  PID         -  GA3261
 GA3261  STATE/COUNTY-  TN/KNOX
 GA3261  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3261
 GA3261                         *CURRENT SURVEY CONTROL
 GA3261  ___________________________________________________________________
 GA3261* NAD 83(1986)-  36 04 19.     (N)    083 55 41.     (W)     SCALED    
 GA3261* NAVD 88     -       321.46   (meters)    1054.7    (feet)  RESET     
 GA3261  ___________________________________________________________________
 GA3261  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3261
 GA3261  VERT ORDER  -  THIRD
 GA3261
 GA3261.The horizontal coordinates were scaled from a topographic map and have
 GA3261.an estimated accuracy of +/- 6 seconds.
 GA3261
 GA3261.The orthometric height was computed from unverified reset data.
 GA3261.No vertical observational check was made to the station.
 GA3261
 GA3261.The geoid height was determined by GEOID03.
 GA3261
 GA3261;                    North         East    Units  Estimated Accuracy
 GA3261;SPC TN       -   194,870.      786,620.      MT  (+/- 180 meters Scaled)
 GA3261
 GA3261                          SUPERSEDED SURVEY CONTROL
 GA3261
 GA3261  NGVD 29 (10/12/01)  321.58   (m)         1055.1    (f) RESET       3  
 GA3261
 GA3261.Superseded values are not recommended for survey control.
 GA3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3261.See file dsdata.txt to determine how the superseded data were derived.
 GA3261
 GA3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363958(NAD 83)
 GA3261_MARKER: DR = REFERENCE MARK DISK
 GA3261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3261_SP_SET: SIDEWALK
 GA3261_STAMPING: LUCK THD 1964 NO 3 1980
 GA3261_MARK LOGO: NGS   
 GA3261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3261
 GA3261  HISTORY     - Date     Condition        Report By
 GA3261  HISTORY     - 1980     MONUMENTED       NGS
 GA3261
 GA3261                          STATION DESCRIPTION
 GA3261
 GA3261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3261'7.0 MI NORTH FROM KNOXVILLE.
 GA3261'FROM THE POST OFFICE IN HALLS CROSSROADS, GO 0.1 MILE
 GA3261'SOUTH ALONG STATE HIGHWAY 33 AND U.S. HIGHWAY 441 TO
 GA3261'THE STATION ON THE RIGHT, 8.0 FEET SOUTH OF THE CENTER
 GA3261'OF A PAVED ROAD, 8 FEET NORTHWEST OF A POWER POLE, 15 FEET NORTHEAST
 GA3261'OF A FIRE HYDRANT, AND 10 FEET WEST OF THE WEST CURB OF THE HIGHWAY,
 GA3261'AND THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2600 ***********************************************************************
 FE2600  DESIGNATION -  LUCY
 FE2600  PID         -  FE2600
 FE2600  STATE/COUNTY-  TN/SHELBY
 FE2600  USGS QUAD   -  MILLINGTON (1997)
 FE2600
 FE2600                         *CURRENT SURVEY CONTROL
 FE2600  ___________________________________________________________________
 FE2600* NAD 83(1995)-  35 18 34.22869(N)    089 54 39.83355(W)     ADJUSTED  
 FE2600* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 FE2600  ___________________________________________________________________
 FE2600  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2600  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2600
 FE2600  HORZ ORDER  -  THIRD
 FE2600
 FE2600.The horizontal coordinates were established by classical geodetic methods
 FE2600.and adjusted by the National Geodetic Survey in April 1999..
 FE2600
 FE2600.The orthometric height was scaled from a topographic map.
 FE2600
 FE2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2600
 FE2600.The geoid height was determined by GEOID03.
 FE2600
 FE2600;                    North         East     Units Scale Factor Converg.
 FE2600;SPC TN       -   115,412.697   244,413.861   MT  0.99999003   -2 17 22.9
 FE2600;SPC TN       -   378,649.82    801,881.14   sFT  0.99999003   -2 17 22.9
 FE2600;UTM  16      - 3,911,255.431   235,326.546   MT  1.00046340   -1 41 00.8
 FE2600
 FE2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2600!SPC TN       -   0.99998952  x   0.99999003  =   0.99997955
 FE2600!UTM  16      -   0.99998952  x   1.00046340  =   1.00045292
 FE2600
 FE2600:                Primary Azimuth Mark                     Grid Az
 FE2600:SPC TN       -  MILLINGTON MUNICIPAL TANK                023 34 14.9
 FE2600:UTM  16      -  MILLINGTON MUNICIPAL TANK                022 57 52.8
 FE2600
 FE2600|---------------------------------------------------------------------|
 FE2600| PID    Reference Object                     Distance      Geod. Az  |
 FE2600|                                                           dddmmss.s |
 FE2600| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 3.9 KM 0211652.0 |
 FE2600| FE2586 AIRPORT BEACON MEMPHIS NAS          APPROX. 5.5 KM 0403401.0 |
 FE2600| FE2595 PEARLEY                             APPROX. 5.2 KM 1005620.1 |
 FE2600| CG4456 LUCY RM 1                            37.372 METERS 14939     |
 FE2600| CG4455 LUCY AZ MK                                         2060926.8 |
 FE2600| FE2605 WOODSTOCK DUPONT CHEM TANK          APPROX. 7.9 KM 2332404.0 |
 FE2600| FE2606 WOODSTOCK GRACE CHEM PRELL TWR      APPROX. 5.7 KM 2382633.5 |
 FE2600| CG4457 LUCY RM 2                            31.538 METERS 24540     |
 FE2600| FE2602 MILLINGTON DUPONT CHEM S STACK      APPROX. 5.8 KM 3193625.9 |
 FE2600|---------------------------------------------------------------------|
 FE2600
 FE2600                          SUPERSEDED SURVEY CONTROL
 FE2600
 FE2600  NAD 83(1995)-  35 18 34.23613(N)    089 54 39.83437(W) AD(       ) 3
 FE2600  NAD 83(1995)-  35 18 34.23737(N)    089 54 39.83423(W) AD(       ) 3
 FE2600  NAD 83(1986)-  35 18 34.23990(N)    089 54 39.83480(W) AD(       ) 3
 FE2600  NAD 27      -  35 18 33.92710(N)    089 54 39.52400(W) AD(       ) 3
 FE2600
 FE2600.Superseded values are not recommended for survey control.
 FE2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2600.See file dsdata.txt to determine how the superseded data were derived.
 FE2600
 FE2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3532711255(NAD 83)
 FE2600_MARKER: DS = TRIANGULATION STATION DISK
 FE2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2600
 FE2600  HISTORY     - Date     Condition        Report By
 FE2600  HISTORY     - 1958     MONUMENTED       CGS
 FE2600  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE2600  HISTORY     - 1972     GOOD             NGS
 FE2600
 FE2600                          STATION DESCRIPTION
 FE2600
 FE2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2600'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF MILLINGTON, ABOUT 7
 FE2600'MILES NORTH OF RALEIGH AND ON PROPERTY OWNED BY ED.  AND EZRA
 FE2600'GOLDSBY.  IT IS 119.8 FEET EAST OF THE INTERSECTION OF A GRAVELED
 FE2600'DRIVEWAY AND RALEIGH-MILLINGTON ROAD, 78.5 FEET NORTH OF THE
 FE2600'NORTHWEST CORNER OF A BRICK HOUSE, 34 FEET SOUTH OF A 20 INCH PECAN
 FE2600'TREE AND 26 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 FE2600'MONUMENT IS FLUSH AND THE DISK IS STAMPED LUCY 1957.
 FE2600'
 FE2600'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTH EDGE OF
 FE2600'MILLINGTON, GO SOUTH ON RALEIGH-MILLINGTON ROAD FOR 2 MILES TO THE
 FE2600'STATION ON THE LEFT AS DESCRIBED.
 FE2600'
 FE2600'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 FE2600'RALEIGH-MILLINGTON ROAD FOR 0.1 MILE TO THE INTERSECTION OF SYKES ROAD
 FE2600'AND THE AZIMUTH MARK AS DESCRIBED.
 FE2600'
 FE2600'REFERENCE MARK 1 IS 49 FEET EAST OF THE NORTHEAST CORNER OF THE
 FE2600'HOUSE, 8 FEET WEST OF A FENCE AND 4 FEET SOUTH OF THE SOUTH EDGE
 FE2600'OF A CONCRETE SLAB.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2600'LUCY NO 1 1957.
 FE2600'
 FE2600'REFERENCE MARK 2 IS 36 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1
 FE2600'FOOT NORTHEAST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE
 FE2600'DISK IS STAMPED LUCY NO 2 1957.
 FE2600'
 FE2600'THE AZIMUTH MARK IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2600'FRAME HOUSE, 42 FEET NORTHWEST OF THE INTERSECTION OF
 FE2600'RALEIGH-MILLINGTON ROAD AND SYKES ROAD, 23 FEET WEST OF THE
 FE2600'CENTERLINE OF RALEIGH-MILLINGTON ROAD AND 3 FEET WEST OF A POWER
 FE2600'LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LUCY 1957.
 FE2600'
 FE2600'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FE2600
 FE2600                          STATION RECOVERY (1971)
 FE2600
 FE2600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE2600'STATION REPORTED NOT FOUND.
 FE2600
 FE2600                          STATION RECOVERY (1972)
 FE2600
 FE2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2600'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FE2600'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 FE2600'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN
 FE2600'CHECKING THE HORIZONTAL ANGLES OBSERVED THIS DATE AGAINST THE 1958
 FE2600'OBSERVATIONS, A DISCREPANCY OF MINUS 01 MIN 26.1 SEC WAS NOTED FOR
 FE2600'REFERENCE MARK NO. 1 WHILE REFERENCE MARK NO. 2 CHECKED WELL WITHIN
 FE2600'THE REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED UPON THE
 FE2600'REFERENCE MARKS AND SLOPE DISTANCES MEASURED, AND WHEN REDUCED TO
 FE2600'THE HORIZONTAL A DISCREPANCY OF MINUS 0.19 OF A FT WAS NOTED FOR
 FE2600'REFERENCE MARK NO. 1 AND MINUS 0.06 OF A FOOT FOR REFERENCE MARK NO.
 FE2600'2.
 FE2600'
 FE2600'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2600'
 FE2600'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF RALEIGH, ABOUT 3 MILES
 FE2600'SOUTH OF MILLINGTON, ABOUT 40 YARDS EAST OF THE
 FE2600'RALEIGH-MILLINGTON ROAD, AND IS ON THE PROPERTY AND IN THE YARD OF
 FE2600'MR. A.W. MASSEY.
 FE2600'
 FE2600'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 FE2600'U.S. HIGHWAY 51 AND NAVY ROAD IN MILLINGTON, GO EASTERLY ON
 FE2600'NAVY ROAD FOR 0.75 OF A MILE TO RALEIGH-MILLINGTON ROAD ON THE RIGHT.
 FE2600'HERE TURN RIGHT AND GO SOUTHERLY ON RALEIGH-MILLINGTON ROAD FOR
 FE2600'0.35 OF A MILE TO A RAILROAD CROSSING, CONTINUE SOUTHERLY ON RALEIGH
 FE2600'MILLINGTON ROAD FOR 2.05 MILE TO A PAVED DRIVEWAY ON THE LEFT
 FE2600'LEADING INTO THE A.W. MASSEY HOME AND THE STATION ON THE LEFT AS
 FE2600'DESCRIBED.
 FE2600'
 FE2600'THE STATION IS 119 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE2600'RALEIGH-MILLINGTON ROAD, 82.5 FEET NORTH OF THE NORTHEAST CORNER OF
 FE2600'A BRICK HOUSE, 78 FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK
 FE2600'HOUSE, 27 FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 24 FEET
 FE2600'NORTH OF THE APPROXIMATE CENTER OF A PAVED DRIVEWAY, 9 FEET SOUTH OF
 FE2600'A HEDGE, 3 FEET WEST OF THE NORTHWEST CORNER OF A PAVED PARKING
 FE2600'AREA, AND IN A TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP OF
 FE2600'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2600'STAMPED LUCY 1957.
 FE2600'
 FE2600'REFERENCE MARK NO. 1 IS 73 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FE2600'THE BRICK HOUSE, 52 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 FE2600'OF THE BRICK HOUSE, 14 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BRICK
 FE2600'CHIMNEY FOR AN OUTDOOR GRILL, 10.5 FEET WEST OF A WOVEN WIRE FENCE,
 FE2600'4.5 FEET SOUTH-SOUTHWEST OF THE CORNER OF A CONCRETE SLAB, AND 3 FEET
 FE2600'NORTHWEST OF A CLUMP OF SMALL BODARK TREES.  IT IS A STANDARD DISK
 FE2600'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2
 FE2600'INCHES BELOW THE SWARD, AND THE DISK IS STAMPED LUCY NO 1 1957.
 FE2600'
 FE2600'REFERENCE MARK NO. 2 IS 91 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FE2600'CORNER OF THE BRICK HOUSE, 52 FEET SOUTH OF THE APPROXIMATE
 FE2600'CENTER OF A PAVED DRIVEWAY, 35 FEET EAST OF THE APPROXIMATE CENTER OF
 FE2600'RALEIGH-MILLINGTON ROAD, 17.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 FE2600'1.0 FOOT NORTHEAST OF A POWERLINE SERVICE POLE, AND IN A TENDED LAWN
 FE2600'AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2600'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD, AND THE
 FE2600'DISK IS STAMPED LUCY NO 2 1957.
 FE2600'
 FE2600'DUE TO THE BRICK HOUSE BEING ON LINE BETWEEN THE REFERENCE MARKS,
 FE2600'THEY COULD NOT BE MEASURED BETWEEN.
 FE2600'
 FE2600'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE SOUTHWEST OF THE STATION, IN
 FE2600'THE NORTHWEST ANGLE OF THE INTERSECTION OF RALEIGH- MILLINGTON ROAD
 FE2600'AND SYKES ROAD, 51.5 FEET NORTHWEST AND ACROSS RALEIGH-MILLINGTON
 FE2600'ROAD FROM A FIRE HYDRANT, 41 FEET NORTH-NORTHWEST OF THE
 FE2600'APPROXIMATE INTERSECTION OF RALEIGH-MILLINGTON ROAD AND SYKES ROAD,
 FE2600'36 FEET NORTH OF THE APPROXIMATE CENTER OF SYKES ROAD, 23
 FE2600'FEET WEST OF THE APPROXIMATE CENTER OF RALEIGH-MILLINGTON ROAD, 3.5
 FE2600'FEET NORTHWEST OF POWERLINE POLE NO 69109, AND NEAR THE SOUTHEAST
 FE2600'CORNER OF A TRIMMED HEDGE.  IT IS A STANDARD DISK SET IN THE TOP OF
 FE2600'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2600'LUCY 1957.
 FE2600'
 FE2600'TO REACH THE AZIMUTH MARK FROM THE PAVED DRIVEWAY LEADING INTO THE
 FE2600'STATION, CONTINUE SOUTH ON RALEIGH-MILLINGTON ROAD FOR 0.1 OF A
 FE2600'MILE TO THE T INTERSECTION OF SYKES ROAD ON THE RIGHT AND THE MARK IN
 FE2600'THE NORTHWEST ANGLE AS DESCRIBED.
 FE2600'
 FE2600'DUE TO ALL MARKS AT THE STATION SITE BEING IN MOWED AND TENDED AREAS,
 FE2600'NO METAL WITNESS POST WERE SET.
 FE2600'
 FE2600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES SOUTH
 FE2600'OF MILLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1824 ***********************************************************************
 FC1824  DESIGNATION -  LUPER RESET
 FC1824  PID         -  FC1824
 FC1824  STATE/COUNTY-  TN/CUMBERLAND
 FC1824  USGS QUAD   -  OZONE (1989)
 FC1824
 FC1824                         *CURRENT SURVEY CONTROL
 FC1824  ___________________________________________________________________
 FC1824* NAD 83(1995)-  35 57 16.10512(N)    084 47 20.32581(W)     ADJUSTED  
 FC1824* NAVD 88     -       830.0    (meters)    2723.     (feet)  VERTCON   
 FC1824  ___________________________________________________________________
 FC1824  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 FC1824  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FC1824
 FC1824  HORZ ORDER  -  FIRST
 FC1824
 FC1824.The horizontal coordinates were established by classical geodetic methods
 FC1824.and adjusted by the National Geodetic Survey in April 1999..
 FC1824
 FC1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1824
 FC1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1824
 FC1824.The geoid height was determined by GEOID03.
 FC1824
 FC1824;                    North         East     Units Scale Factor Converg.
 FC1824;SPC TN       -   180,540.055   709,244.623   MT  0.99995060   +0 42 32.3
 FC1824;SPC TN       -   592,321.83  2,326,913.40   sFT  0.99995060   +0 42 32.3
 FC1824;UTM  16      - 3,981,158.594   699,404.006   MT  1.00008997   +1 17 55.0
 FC1824
 FC1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1824!SPC TN       -   0.99987433  x   0.99995060  =   0.99982493
 FC1824!UTM  16      -   0.99987433  x   1.00008997  =   0.99996429
 FC1824
 FC1824:                Primary Azimuth Mark                     Grid Az
 FC1824:SPC TN       -  COPPER RIDGE                             156 43 31.2
 FC1824:UTM  16      -  COPPER RIDGE                             156 08 08.5
 FC1824
 FC1824|---------------------------------------------------------------------|
 FC1824| PID    Reference Object                     Distance      Geod. Az  |
 FC1824|                                                           dddmmss.s |
 FC1824| FC1821 COPPER RIDGE                        APPROX.32.7 KM 1572603.5 |
 FC1824| CZ4907 LUPER RM 1                           16.748 METERS 20600     |
 FC1824| FC1825 HINCH MOUNTAIN RESET                APPROX.25.7 KM 2214556.6 |
 FC1824| CZ4908 LUPER RM 2                           18.668 METERS 30714     |
 FC1824|---------------------------------------------------------------------|
 FC1824
 FC1824                          SUPERSEDED SURVEY CONTROL
 FC1824
 FC1824  NAD 83(1995)-  35 57 16.11094(N)    084 47 20.32572(W) AD(       ) 1
 FC1824  NAD 83(1986)-  35 57 16.11711(N)    084 47 20.32432(W) AD(       ) 1
 FC1824  NAD 27      -  35 57 15.86200(N)    084 47 20.52500(W) AD(       ) 1
 FC1824  NGVD 29 (07/19/86)  830.1    (m)         2723.     (f) VERT ANG       
 FC1824
 FC1824.Superseded values are not recommended for survey control.
 FC1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1824.See file dsdata.txt to determine how the superseded data were derived.
 FC1824
 FC1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9940481159(NAD 83)
 FC1824_MARKER: DS = TRIANGULATION STATION DISK
 FC1824_SETTING: 80 = SET IN A BOULDER
 FC1824_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FC1824
 FC1824  HISTORY     - Date     Condition        Report By
 FC1824  HISTORY     - 1941     MONUMENTED       CGS
 FC1824  HISTORY     - 1960     GOOD             CGS
 FC1824  HISTORY     - 1965     GOOD             CGS
 FC1824
 FC1824                          STATION DESCRIPTION
 FC1824
 FC1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FC1824'TENNESSEE DIVISION OF GEOLOGY, WPA, ELEVATION STATION MARK SET FLUSH
 FC1824'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2.5 FEET AND IS STAMPED
 FC1824'LUPER 1883 1941.
 FC1824
 FC1824                          STATION RECOVERY (1960)
 FC1824
 FC1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1824'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  REFERENCE MARKS NO.
 FC1824'1 AND 2 WERE ESTABLISHED BY THIS PARTY.
 FC1824'
 FC1824'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1824'
 FC1824'THE STATION IS LOCATED ABOUT 15-1/2 MILES EAST OF CROSSVILLE, ABOUT 8
 FC1824'1/2 MILES NORTHWEST OF ROCKWOOD AND ABOUT 6 MILES NORTH OF
 FC1824'DAYSVILLE.  THE MOUNTAIN IS HORSESHOE-SHAPED, OPENING SOUTHWARD.
 FC1824'THERE ARE TWO POINTS (328 FEET NORTHEAST AND 656 FEET SOUTHEAST)
 FC1824'HIGHER THAN THE STATION.  THIS MOUNTAIN (IN THE CRAB ORCHARD RANGE)
 FC1824'IS KNOWN AS LUPER MOUNTAIN.
 FC1824'
 FC1824'TO REACH FROM THE CROSSROAD IN DAYSVILLE, GO EAST ON A GRAVELED ROAD
 FC1824'FOR 0.35 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTH FOR 1.6
 FC1824'MILES TO A SHARP LEFT TURN AND A DIM TRACK ROAD STRAIGHT AHEAD,
 FC1824'CONTINUE STRAIGHT AHEAD FOR 50 YARDS TO A FORK, TAKE LEFT FORK AND
 FC1824'GO NORTH FOR 0.8 MILE TO A TVA POWER LINE, CONTINUE ON DIM TRACK ROAD
 FC1824'FOR 1.85 MILES TO AN OLD ABANDON HOUSE, CONTINUE NORTH FOR 0.05 MILE
 FC1824'TO A DIM FORK AND A TRIANGLE BLAZED TREE ON THE LEFT, TAKE THE RIGHT
 FC1824'FORK AND GO 0.05 MILE TO A DIM FORK, TAKE THE LEFT FORK AND FOLLOW
 FC1824'DIM TRACK ROAD UP THE RIDGE ALONG THE MOUNTAIN TOP FOR 1.5 MILES TO A
 FC1824'TRIANGLE BLAZED TREE ON THE LEFT AND THE STATION.
 FC1824'
 FC1824'THE STATION IS 6.1 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 FC1824'TENNESSEE DIVISION OF GEOLOGY, WPA, ELEVATION STATION MARK SET FLUSH
 FC1824'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2.5 FEET AND IS STAMPED
 FC1824'LUPER 1883 1941.
 FC1824'
 FC1824'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN A BOULDER, FLUSH, AND
 FC1824'STAMPED LUPER NO 1 1883 1941.
 FC1824'
 FC1824'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN A BOULDER, PROJECTING
 FC1824'8 INCHES, AND STAMPED LUPER NO 2 1883 1941.
 FC1824
 FC1824                          STATION RECOVERY (1965)
 FC1824
 FC1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1824'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FC1824'DESCRIPTION, AS GIVEN IN THE 1960 RECOVERY NOTE, IS COMPLETELY
 FC1824'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1579 ***********************************************************************
 FE1579  DESIGNATION -  LUSK
 FE1579  PID         -  FE1579
 FE1579  STATE/COUNTY-  TN/LAUDERDALE
 FE1579  USGS QUAD   -  OPEN LAKE (1983)
 FE1579
 FE1579                         *CURRENT SURVEY CONTROL
 FE1579  ___________________________________________________________________
 FE1579* NAD 83(1995)-  35 46 18.74032(N)    089 38 42.77048(W)     ADJUSTED  
 FE1579* NAVD 88     -       149.920  (meters)     491.86   (feet)  ADJUSTED  
 FE1579  ___________________________________________________________________
 FE1579  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE1579  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1579  DYNAMIC HT  -         149.792 (meters)     491.44  (feet)  COMP
 FE1579  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 FE1579
 FE1579  HORZ ORDER  -  FIRST
 FE1579  VERT ORDER  -  FIRST     CLASS II
 FE1579
 FE1579.The horizontal coordinates were established by classical geodetic methods
 FE1579.and adjusted by the National Geodetic Survey in April 1999..
 FE1579
 FE1579.The orthometric height was determined by differential leveling
 FE1579.and adjusted by the National Geodetic Survey in June 1991..
 FE1579
 FE1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1579
 FE1579.The geoid height was determined by GEOID03.
 FE1579
 FE1579.The dynamic height is computed by dividing the NAVD 88
 FE1579.geopotential number by the normal gravity value computed on the
 FE1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1579.degrees latitude (g = 980.6199 gals.).
 FE1579
 FE1579.The modeled gravity was interpolated from observed gravity values.
 FE1579
 FE1579;                    North         East     Units Scale Factor Converg.
 FE1579;SPC TN       -   165,741.728   270,483.105   MT  0.99994899   -2 08 02.6
 FE1579;SPC TN       -   543,770.99    887,409.99   sFT  0.99994899   -2 08 02.6
 FE1579;SPC AR N     -   162,140.329   612,893.189   MT  0.99994128   +1 22 12.9
 FE1579;SPC AR N     -   531,955.40  2,010,800.40   sFT  0.99994128   +1 22 12.9
 FE1579;UTM  16      - 3,961,874.219   260,881.294   MT  1.00030463   -1 32 49.3
 FE1579
 FE1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1579!SPC TN       -   0.99998081  x   0.99994899  =   0.99992980
 FE1579!SPC AR N     -   0.99998081  x   0.99994128  =   0.99992209
 FE1579!UTM  16      -   0.99998081  x   1.00030463  =   1.00028543
 FE1579
 FE1579|---------------------------------------------------------------------|
 FE1579| PID    Reference Object                     Distance      Geod. Az  |
 FE1579|                                                           dddmmss.s |
 FE1579| FE2612 LUSK RM 3                            37.136 METERS 04654     |
 FE1579| CG4460 LUSK RM 4                            23.721 METERS 09832     |
 FE1579| FE2632 RIPLEY MUNICIPAL TANK               APPROX.10.9 KM 1053508.7 |
 FE1579| FE1580 LUSK RM 1                           228.600 METERS 19738     |
 FE1579| CG4459 LUSK RM 2                           108.936 METERS 31540     |
 FE1579|---------------------------------------------------------------------|
 FE1579
 FE1579                          SUPERSEDED SURVEY CONTROL
 FE1579
 FE1579  NAD 83(1995)-  35 46 18.74708(N)    089 38 42.77194(W) AD(       ) 1
 FE1579  NAD 83(1986)-  35 46 18.75132(N)    089 38 42.77147(W) AD(       ) 1
 FE1579  NAD 27      -  35 46 18.47180(N)    089 38 42.49050(W) AD(       ) 1
 FE1579  NGVD 29 (??/??/??)  149.878  (m)          491.72   (f) ADJUSTED    1 2
 FE1579
 FE1579.Superseded values are not recommended for survey control.
 FE1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1579.See file dsdata.txt to determine how the superseded data were derived.
 FE1579
 FE1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6088161874(NAD 83)
 FE1579_MARKER: DS = TRIANGULATION STATION DISK
 FE1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1579_STAMPING: LUSK 1929
 FE1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1579+STABILITY: SURFACE MOTION
 FE1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1579+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1579
 FE1579  HISTORY     - Date     Condition        Report By
 FE1579  HISTORY     - 1929     MONUMENTED       CGS
 FE1579  HISTORY     - 1957     GOOD             CGS
 FE1579  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FE1579  HISTORY     - 20020809 GOOD             USACE
 FE1579
 FE1579                          STATION DESCRIPTION
 FE1579
 FE1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE1579'ABOUT 7 MILES WEST OF RIPLEY, IN CULTIVATED FIELD BELONGING TO DR.
 FE1579'LUSK, WHO HAS AN OFFICE NEAR NORTHEAST CORNER OF SQUARE IN
 FE1579'RIPLEY. TO REACH FROM RIPLEY, GO WEST ON ROUTE 19, TO DIRT ROAD
 FE1579'TURNING SOUTH 2.4 MILES WEST OF ARP. A LARGE GRAVEL PILE IS IN
 FE1579'SOUTHEAST CORNER OF THIS FORK AND DIRT ROAD PASSES THROUGH DEEP CUT.
 FE1579'STATION IS 150 FEET SOUTH OF ROUTE 19, ON TOP OF 8-FOOT BANK ON
 FE1579'WEST SIDE OF DIRT ROAD, 50 YARDS SOUTH OF FORK, 16 FEET WEST OF FENCE
 FE1579'ON EDGE OF BANK, 21 FEET SOUTHWEST OF BLAZED 6-INCH WALNUT, AND
 FE1579'18 FEET NORTHWEST OF BLAZED 12-INCH WALNUT. SURFACE AND UNDERGROUND
 FE1579'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE1579'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE1579'NO. 1 IS ABOUT 12 FEET WEST OF CENTER OF DIRT ROAD, 2 FEET
 FE1579'FROM 30-INCH STUMP, AND APPROXIMATELY 250 YARDS FROM STATION.
 FE1579'NO. 2 IS ON BANK ABOUT 30 FEET SOUTH
 FE1579'FROM CENTER LINE OF MAIN HIGHWAY, ABOUT 100 YARDS WEST OF ROAD
 FE1579'INTERSECTION, AND 357.40 FEET FROM STATION N 44 DEG 20 MIN W.
 FE1579
 FE1579                          STATION RECOVERY (1957)
 FE1579
 FE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1579'3.1 MI W FROM ARP.
 FE1579'3.1 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1579'ELEMENTARY SCHOOL AT ARP, NEAR THE T JUNCTION OF A GRAVEL ROAD
 FE1579'LEADING SOUTH, 151 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FE1579'155 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 FE1579'THE GRAVEL ROAD SOUTH, 50 FEET WEST OF THE CENTER LINE OF THE
 FE1579'GRAVEL ROAD, 16 FEET SOUTHWEST OF A POWER LINE POLE, 12 FEET
 FE1579'WEST OF THE EAST EDGE OF A CULTIVATED FIELD, ABOUT 10 FEET ABOVE
 FE1579'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 FE1579'INCHES ABOVE THE GROUND.
 FE1579
 FE1579                          STATION RECOVERY (1958)
 FE1579
 FE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE1579'THE STATION MARKS AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 FE1579'IN GOOD CONDITION. TWO NEW REFERENCE MARKS WERE ESTABLISHED AT
 FE1579'THIS TIME. THE TOWER COULD NOT BE ERECTED OVER THE STATION MARK
 FE1579'BECAUSE OF A POWER LINE OVERHEAD. IT WAS ERECTED OVER REFERENCE MARK
 FE1579'3 AND OCCUPIED.
 FE1579'
 FE1579'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 FE1579'
 FE1579'THE STATION IS ABOUT 7 MILES WEST OF RIPLEY, 150 FEET SOUTH OF THE
 FE1579'CENTERLINE OF STATE HIGHWAY 19, 16 FEET SOUTHWEST OF A POWER LINE
 FE1579'POLE, 50 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD SOUTH AND IS
 FE1579'ON A BANK ABOUT 10 FEET HIGHER THAN THE ROAD. THE MONUMENT
 FE1579'PROJECTS 7 INCHES AND THE DISK IS STAMPED LUSK 1929.
 FE1579'
 FE1579'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 FE1579'RIPLEY, GO SOUTH ON STATE HIGHWAY 19 FOR 0.05 MILE TO WHERE
 FE1579'HIGHWAY 19 TURNS TO THE WEST. TURN RIGHT AND GO WEST, CONTINUING ON
 FE1579'HIGHWAY 19 FOR 3.95 MILES TO THE ARP CONSOLIDATED SCHOOL ON
 FE1579'THE RIGHT. CONTINUE WEST ON HIGHWAY 19 FOR 2.75 MILES TO THE STATION
 FE1579'ON THE LEFT.
 FE1579'
 FE1579'TO REACH THE ONE REMAINING REFERENCE MARK FROM THE STATION, GO SOUTH
 FE1579'ON THE GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE1579'
 FE1579'REFERENCE MARK 1 IS 16 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE1579'ROAD AND 32 FEET NORTHEAST OF A FENCE CORNER. THE MONUMENT
 FE1579'PROJECTS 6 INCHES AND THE DISK IS STAMPED LUSK NO 1 1929.
 FE1579'
 FE1579'REFERENCE MARK 3 IS 93 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY
 FE1579'19 AND THE GRAVELED ROAD SOUTH, 8 FEET NORTHWEST OF A WHITE WITNESS
 FE1579'POST, 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19 AND 52 FEET EAST
 FE1579'OF THE CENTERLINE OF THE GRAVELED ROAD SOUTH. THE MONUMENT IS FLUSH
 FE1579'AND THE DISK IS STAMPED LUSK NO 3 1929.
 FE1579'
 FE1579'REFERENCE MARK 4 IS 26 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE1579'ROAD SOUTH AND IS ON A BANK ABOUT 5 FEET HIGHER THAN THE ROAD LEVEL.
 FE1579'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LUSK NO 4
 FE1579'1929.
 FE1579
 FE1579                          STATION RECOVERY (2002)
 FE1579
 FE1579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1580 ***********************************************************************
 FE1580  DESIGNATION -  LUSK RM 1
 FE1580  PID         -  FE1580
 FE1580  STATE/COUNTY-  TN/LAUDERDALE
 FE1580  USGS QUAD   -  OPEN LAKE (1983)
 FE1580
 FE1580                         *CURRENT SURVEY CONTROL
 FE1580  ___________________________________________________________________
 FE1580* NAD 83(1986)-  35 46 16.     (N)    089 38 44.     (W)     SCALED    
 FE1580* NAVD 88     -       143.587  (meters)     471.08   (feet)  ADJUSTED  
 FE1580  ___________________________________________________________________
 FE1580  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1580  DYNAMIC HT  -         143.464 (meters)     470.68  (feet)  COMP
 FE1580  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FE1580
 FE1580  VERT ORDER  -  FIRST     CLASS II
 FE1580
 FE1580.The horizontal coordinates were scaled from a topographic map and have
 FE1580.an estimated accuracy of +/- 6 seconds.
 FE1580
 FE1580.The orthometric height was determined by differential leveling
 FE1580.and adjusted by the National Geodetic Survey in June 1991..
 FE1580.WARNING-Repeat measurements at this control monument indicate possible
 FE1580.vertical movement.
 FE1580
 FE1580.The geoid height was determined by GEOID03.
 FE1580
 FE1580.The dynamic height is computed by dividing the NAVD 88
 FE1580.geopotential number by the normal gravity value computed on the
 FE1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1580.degrees latitude (g = 980.6199 gals.).
 FE1580
 FE1580.The modeled gravity was interpolated from observed gravity values.
 FE1580
 FE1580;                    North         East    Units  Estimated Accuracy
 FE1580;SPC TN       -   165,660.      270,450.      MT  (+/- 180 meters Scaled)
 FE1580
 FE1580                          SUPERSEDED SURVEY CONTROL
 FE1580
 FE1580  NGVD 29 (??/??/??)  143.545  (m)          470.95   (f) ADJUSTED    1 2
 FE1580
 FE1580.Superseded values are not recommended for survey control.
 FE1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1580.See file dsdata.txt to determine how the superseded data were derived.
 FE1580
 FE1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE608617(NAD 83)
 FE1580_MARKER: DR = REFERENCE MARK DISK
 FE1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1580_STAMPING: LUSK NO 1 1929
 FE1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1580+STABILITY: SURFACE MOTION
 FE1580
 FE1580  HISTORY     - Date     Condition        Report By
 FE1580  HISTORY     - 1929     MONUMENTED       CGS
 FE1580  HISTORY     - 1957     GOOD             CGS
 FE1580  HISTORY     - 19711201 MARK NOT FOUND   USGS
 FE1580
 FE1580                          STATION DESCRIPTION
 FE1580
 FE1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1580'3.2 MI W FROM ARP.
 FE1580'3.1 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1580'ELEMENTARY SCHOOL AT ARP, THENCE 0.15 MILE SOUTH ALONG A GRAVEL
 FE1580'ROAD, 799 FEET SOUTH OF TRIANGULATION STATION LUSK, 15 FEET WEST
 FE1580'OF THE CENTER LINE OF THE GRAVEL ROAD, 257 FEET NORTH OF THE
 FE1580'NORTHEAST CORNER OF A FRAME HOUSE ON THE WEST SIDE OF THE ROAD,
 FE1580'219 FEET NORTH OF A POWER LINE POLE WITH TRANSFORMER AND BRANCH
 FE1580'LINE TO HOUSE, 67 FEET NORTHWEST AND ACROSS THE GRAVEL ROAD
 FE1580'FROM THE NORTHWEST CORNER OF A SMALL FRAME HOUSE COVERED WITH
 FE1580'RED TAR PAPER, 32 FEET NORTH OF A FENCE CORNER, 1/2 FOOT ABOVE
 FE1580'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1580'PROJECTING 10 INCHES.
 FE1580
 FE1580                          STATION RECOVERY (1971)
 FE1580
 FE1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LAP)
 FE1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2612 ***********************************************************************
 FE2612  DESIGNATION -  LUSK RM 3
 FE2612  PID         -  FE2612
 FE2612  STATE/COUNTY-  TN/LAUDERDALE
 FE2612  USGS QUAD   -  OPEN LAKE (1983)
 FE2612
 FE2612                         *CURRENT SURVEY CONTROL
 FE2612  ___________________________________________________________________
 FE2612* NAD 83(1995)-  35 46 19.56362(N)    089 38 41.69096(W)     ADJUSTED  
 FE2612* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 FE2612  ___________________________________________________________________
 FE2612  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2612  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2612
 FE2612  HORZ ORDER  -  SECOND
 FE2612
 FE2612.The horizontal coordinates were established by classical geodetic methods
 FE2612.and adjusted by the National Geodetic Survey in April 1999..
 FE2612
 FE2612.The orthometric height was scaled from a topographic map.
 FE2612
 FE2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2612
 FE2612.The geoid height was determined by GEOID03.
 FE2612
 FE2612;                    North         East     Units Scale Factor Converg.
 FE2612;SPC TN       -   165,766.075   270,511.145   MT  0.99994898   -2 08 02.0
 FE2612;SPC TN       -   543,850.86    887,501.98   sFT  0.99994898   -2 08 02.0
 FE2612;SPC AR N     -   162,166.343   612,919.687   MT  0.99994129   +1 22 13.5
 FE2612;SPC AR N     -   532,040.74  2,010,887.34   sFT  0.99994129   +1 22 13.5
 FE2612;UTM  16      - 3,961,898.860   260,909.092   MT  1.00030446   -1 32 48.7
 FE2612
 FE2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2612!SPC TN       -   0.99998095  x   0.99994898  =   0.99992993
 FE2612!SPC AR N     -   0.99998095  x   0.99994129  =   0.99992224
 FE2612!UTM  16      -   0.99998095  x   1.00030446  =   1.00028540
 FE2612
 FE2612:                Primary Azimuth Mark                     Grid Az
 FE2612:SPC TN       -  LUSK AZ MK                               075 24 28.0
 FE2612:SPC AR N     -  LUSK AZ MK                               071 54 12.5
 FE2612:UTM  16      -  LUSK AZ MK                               074 49 14.7
 FE2612
 FE2612|---------------------------------------------------------------------|
 FE2612| PID    Reference Object                     Distance      Geod. Az  |
 FE2612|                                                           dddmmss.s |
 FE2612| CG4458 LUSK AZ MK                                         0731626.0 |
 FE2612| CG4460 LUSK RM 4                            29.140 METERS 18715     |
 FE2612| FE1579 LUSK                                 37.136 METERS 22654     |
 FE2612|---------------------------------------------------------------------|
 FE2612
 FE2612                          SUPERSEDED SURVEY CONTROL
 FE2612
 FE2612  NAD 83(1995)-  35 46 19.57039(N)    089 38 41.69242(W) AD(       ) 2
 FE2612  NAD 83(1986)-  35 46 19.57462(N)    089 38 41.69196(W) AD(       ) 2
 FE2612  NAD 27      -  35 46 19.29510(N)    089 38 41.41090(W) AD(       ) 2
 FE2612
 FE2612.Superseded values are not recommended for survey control.
 FE2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2612.See file dsdata.txt to determine how the superseded data were derived.
 FE2612
 FE2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6090961899(NAD 83)
 FE2612_MARKER: DR = REFERENCE MARK DISK
 FE2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2612
 FE2612  HISTORY     - Date     Condition        Report By
 FE2612  HISTORY     - 1958     MONUMENTED       CGS
 FE2612  HISTORY     - 1959     GOOD             CGS
 FE2612
 FE2612                          STATION DESCRIPTION
 FE2612
 FE2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2612'THE STATION IS ABOUT 7 MILES WEST OF RIPLEY, ON THE SOUTH SIDE OF
 FE2612'STATE HIGHWAY 19. IT IS 93 FEET SOUTHEAST OF THE INTERSECTION
 FE2612'OF HIGHWAY 19 AND A GRAVELED ROAD SOUTH, 8 FEET NORTHWEST OF A WHITE
 FE2612'WITNESS POST, 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19 AND
 FE2612'52 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD. THE MONUMENT IS
 FE2612'FLUSH AND THE DISK IS STAMPED LUSK NO 3 1929.
 FE2612'
 FE2612'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 FE2612'RIPLEY, GO SOUTH ON STATE HIGHWAY 19 FOR 0.05 MILE. TURN RIGHT AND GO
 FE2612'WEST, CONTINUING ON HIGHWAY 19 FOR 3.95 MILES TO THE ARP CONSOLIDATED
 FE2612'SCHOOL ON THE RIGHT. CONTINUE WEST ON HIGHWAY 19 FOR 2.75 MILES TO
 FE2612'THE STATION ON THE LEFT.
 FE2612'
 FE2612'STATION LUSK 1929 IS 150 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19,
 FE2612'16 FEET SOUTHWEST OF A POWER LINE POLE, 50 FEET WEST OF THE
 FE2612'CENTERLINE OF THE GRAVELED ROAD AND IS ON A BANK ABOUT 10 FEET HIGHER
 FE2612'THAN THE ROAD LEVEL, SOUTHWEST OF THE INTERSECTION OF HIGHWAY 19 AND
 FE2612'THE GRAVELED ROAD SOUTH. THE MONUMENT PROJECTS 7 INCHES AND THE DISK
 FE2612'IS STAMPED LUSK 1929.
 FE2612'
 FE2612'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2612
 FE2612                          STATION RECOVERY (1959)
 FE2612
 FE2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2612'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE
 FE2612'DESCRIPTION AND TO REACH ARE ADEQUATE. AT THIS TIME REFERENCE MARK 4
 FE2612'AND THE AZIMUTH MARK WERE ESTABLISHED. THE DISTANCE AND DIRECTION TO
 FE2612'LUSK 1929 CHECKED.
 FE2612'
 FE2612'REFERENCE MARK 4 IS 26 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2612'ROAD AND ON A BANK ABOUT 5 FEET HIGHER THAN THE ROAD SURFACE. THE
 FE2612'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LUSK NO 4 1929.
 FE2612'
 FE2612'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 FE2612'19, 3 FEET WEST OF A POWER POLE AND 1 FOOT NORTHWEST OF A
 FE2612'WHITE WITNESS POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2612'STAMPED LUSK 1929.
 FE2612'
 FE2612'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON HIGHWAY
 FE2612'19 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2612'
 FE2612'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0638 ***********************************************************************
 GC0638  DESIGNATION -  LYLE
 GC0638  PID         -  GC0638
 GC0638  STATE/COUNTY-  TN/DAVIDSON
 GC0638  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0638
 GC0638                         *CURRENT SURVEY CONTROL
 GC0638  ___________________________________________________________________
 GC0638* NAD 83(1995)-  36 07 37.44103(N)    086 44 03.52242(W)     ADJUSTED  
 GC0638* NAVD 88     -       172.349  (meters)     565.45   (feet)  ADJUSTED  
 GC0638  ___________________________________________________________________
 GC0638  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GC0638  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0638  DYNAMIC HT  -         172.202 (meters)     564.97  (feet)  COMP
 GC0638  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0638
 GC0638  HORZ ORDER  -  SECOND
 GC0638  VERT ORDER  -  SECOND    CLASS 0
 GC0638
 GC0638.The horizontal coordinates were established by classical geodetic methods
 GC0638.and adjusted by the National Geodetic Survey in April 1999..
 GC0638
 GC0638.The orthometric height was determined by differential leveling
 GC0638.and adjusted by the National Geodetic Survey in June 1991..
 GC0638
 GC0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0638
 GC0638.The geoid height was determined by GEOID03.
 GC0638
 GC0638.The dynamic height is computed by dividing the NAVD 88
 GC0638.geopotential number by the normal gravity value computed on the
 GC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0638.degrees latitude (g = 980.6199 gals.).
 GC0638
 GC0638.The modeled gravity was interpolated from observed gravity values.
 GC0638
 GC0638;                    North         East     Units Scale Factor Converg.
 GC0638;SPC TN       -   199,262.177   533,901.286   MT  0.99996144   -0 25 47.6
 GC0638;SPC TN       -   653,745.99  1,751,641.14   sFT  0.99996144   -0 25 47.6
 GC0638;UTM  16      - 3,998,074.866   523,907.401   MT  0.99960704   +0 09 23.9
 GC0638
 GC0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0638!SPC TN       -   0.99997754  x   0.99996144  =   0.99993898
 GC0638!UTM  16      -   0.99997754  x   0.99960704  =   0.99958459
 GC0638
 GC0638|---------------------------------------------------------------------|
 GC0638| PID    Reference Object                     Distance      Geod. Az  |
 GC0638|                                                           dddmmss.s |
 GC0638| GC0636 LYLE RM 1                            38.795 METERS 08331     |
 GC0638| GC0637 LYLE RM 2                            35.883 METERS 17621     |
 GC0638| CG6831 LYLE AZ MK                                         1905846.7 |
 GC0638| GC0633 RADNOR                              APPROX. 1.8 KM 2470939.3 |
 GC0638|---------------------------------------------------------------------|
 GC0638
 GC0638                          SUPERSEDED SURVEY CONTROL
 GC0638
 GC0638  NAD 83(1995)-  36 07 37.44322(N)    086 44 03.52457(W) AD(       ) 2
 GC0638  NAD 83(1995)-  36 07 37.44522(N)    086 44 03.52421(W) AD(       ) 2
 GC0638  NAD 83(1986)-  36 07 37.45113(N)    086 44 03.52546(W) AD(       ) 2
 GC0638  NAD 27      -  36 07 37.24410(N)    086 44 03.53140(W) AD(       ) 2
 GC0638  NGVD 29 (??/??/92)  172.367  (m)          565.51   (f) ADJ UNCH    2 0
 GC0638
 GC0638.Superseded values are not recommended for survey control.
 GC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0638.See file dsdata.txt to determine how the superseded data were derived.
 GC0638
 GC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2390798075(NAD 83)
 GC0638_MARKER: DS = TRIANGULATION STATION DISK
 GC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0638_STAMPING: LYLE 1959
 GC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0638+STABILITY: SURFACE MOTION
 GC0638
 GC0638  HISTORY     - Date     Condition        Report By
 GC0638  HISTORY     - 1959     MONUMENTED       CGS
 GC0638  HISTORY     - 1960     GOOD             NGS
 GC0638
 GC0638                          STATION DESCRIPTION
 GC0638
 GC0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0638'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE STATE CAPITOL
 GC0638'BUILDING AND ABOUT 3 MILES WEST OF THE NASHVILLE
 GC0638'MUNICIPAL AIRPORT (BERRY FIELD).
 GC0638'
 GC0638'TO REACH THE STATION FROM THE CITY LIMITS, GO SOUTHEAST ON
 GC0638'MURFREESBORO PIKE FOR 0.9 MILE TO FOSTER AVENUE, TURN RIGHT ON
 GC0638'FOSTER AVENUE AND GO SOUTH FOR 0.85 MILE TO LYLE LANE, TURN LEFT ON
 GC0638'LYLE LANE AND GO 0.45 MILE TO WHERE LYLE LANE TURNS SHARP RIGHT
 GC0638'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC0638'
 GC0638'THE STATION IS 65 FEET SOUTHWEST OF A T INTERSECTION AND 32 FEET
 GC0638'SOUTH OF A LYLE LANE STREET MARKER.  IT IS A STANDARD DISK SET
 GC0638'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LYLE 1959.
 GC0638'
 GC0638'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF A BLACKTOP
 GC0638'ROAD AND 2 FEET WEST OF A POWER LINE POLE.  IT IS A STANDARD DISK
 GC0638'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LYLE
 GC0638'NO. 1 1959.
 GC0638'
 GC0638'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTER OF A BLACKTOP ROAD
 GC0638'AND 1 FOOT NORTH OF A POWER LINE BRACE POLE.  IT IS A STANDARD DISK
 GC0638'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LYLE
 GC0638'NO. 2 1959.
 GC0638'
 GC0638'THE AZIMUTH MARK IS 24 FEET EAST OF A BLACKTOP ROAD, 16 FEET NORTH OF
 GC0638'A POWER LINE POLE AND 1 FOOT EAST OF A GUY WIRE.  IT IS A STANDARD
 GC0638'DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC0638'LYLE 1959.
 GC0638'
 GC0638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON LYLE LANE FOR
 GC0638'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC0638
 GC0638                          STATION RECOVERY (1960)
 GC0638
 GC0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0638'AT NASHVILLE.
 GC0638'TO REACH THE STATION FROM THE CITY LIMITS, GO SOUTHEAST ON
 GC0638'MURFREESBORO PIKE FOR 0.9 MILE TO FOSTER AVENUE, TURN RIGHT ON
 GC0638'FOSTER AVENUE AND GO SOUTH FOR 0.85 MILE TO LYLE LANE, TURN LEFT
 GC0638'ON LYLE LANE AND GO 0.45 MILE TO WHERE LYLE LANE TURNS SHARP RIGHT.
 GC0638'THE STATION MARK IS 65 FT. SOUTHWEST OF A T INTERSECTION AND 32 FT.
 GC0638'SOUTH OF A LYLE LANE STREET MARKER, IN THE TOP OF A CONCRETE POST
 GC0638'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0636 ***********************************************************************
 GC0636  DESIGNATION -  LYLE RM 1
 GC0636  PID         -  GC0636
 GC0636  STATE/COUNTY-  TN/DAVIDSON
 GC0636  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0636
 GC0636                         *CURRENT SURVEY CONTROL
 GC0636  ___________________________________________________________________
 GC0636* NAD 83(1986)-  36 07 37.     (N)    086 44 03.     (W)     SCALED    
 GC0636* NAVD 88     -       172.465  (meters)     565.83   (feet)  ADJUSTED  
 GC0636  ___________________________________________________________________
 GC0636  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0636  DYNAMIC HT  -         172.317 (meters)     565.34  (feet)  COMP
 GC0636  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0636
 GC0636  VERT ORDER  -  SECOND    CLASS 0
 GC0636
 GC0636.The horizontal coordinates were scaled from a topographic map and have
 GC0636.an estimated accuracy of +/- 6 seconds.
 GC0636
 GC0636.The orthometric height was determined by differential leveling
 GC0636.and adjusted by the National Geodetic Survey in June 1991..
 GC0636
 GC0636.The geoid height was determined by GEOID03.
 GC0636
 GC0636.The dynamic height is computed by dividing the NAVD 88
 GC0636.geopotential number by the normal gravity value computed on the
 GC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0636.degrees latitude (g = 980.6199 gals.).
 GC0636
 GC0636.The modeled gravity was interpolated from observed gravity values.
 GC0636
 GC0636;                    North         East    Units  Estimated Accuracy
 GC0636;SPC TN       -   199,250.      533,910.      MT  (+/- 180 meters Scaled)
 GC0636
 GC0636                          SUPERSEDED SURVEY CONTROL
 GC0636
 GC0636  NGVD 29 (??/??/92)  172.483  (m)          565.89   (f) ADJ UNCH    2 0
 GC0636
 GC0636.Superseded values are not recommended for survey control.
 GC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0636.See file dsdata.txt to determine how the superseded data were derived.
 GC0636
 GC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE239980(NAD 83)
 GC0636_MARKER: DR = REFERENCE MARK DISK
 GC0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0636_STAMPING: LYLE NO 1 1959
 GC0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0636+STABILITY: SURFACE MOTION
 GC0636
 GC0636  HISTORY     - Date     Condition        Report By
 GC0636  HISTORY     - 1959     MONUMENTED       CGS
 GC0636  HISTORY     - 1960     GOOD             NGS
 GC0636
 GC0636                          STATION DESCRIPTION
 GC0636
 GC0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0636'AT NASHVILLE.
 GC0636'THIS MARK IS LOCATED AT THE LYLE 1959 STATION SITE, 127.3 FT. EAST
 GC0636'OF THE STATION MARK, 21 FT. SOUTH OF THE CENTER OF A BLACKTOP
 GC0636'ROAD AND 2 FT. WEST OF A POWER LINE POLE, IN THE TOP OF A CONCRETE
 GC0636'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0637 ***********************************************************************
 GC0637  DESIGNATION -  LYLE RM 2
 GC0637  PID         -  GC0637
 GC0637  STATE/COUNTY-  TN/DAVIDSON
 GC0637  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0637
 GC0637                         *CURRENT SURVEY CONTROL
 GC0637  ___________________________________________________________________
 GC0637* NAD 83(1986)-  36 07 37.     (N)    086 44 03.     (W)     SCALED    
 GC0637* NAVD 88     -       171.867  (meters)     563.87   (feet)  ADJUSTED  
 GC0637  ___________________________________________________________________
 GC0637  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0637  DYNAMIC HT  -         171.720 (meters)     563.38  (feet)  COMP
 GC0637  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0637
 GC0637  VERT ORDER  -  SECOND    CLASS 0
 GC0637
 GC0637.The horizontal coordinates were scaled from a topographic map and have
 GC0637.an estimated accuracy of +/- 6 seconds.
 GC0637
 GC0637.The orthometric height was determined by differential leveling
 GC0637.and adjusted by the National Geodetic Survey in June 1991..
 GC0637
 GC0637.The geoid height was determined by GEOID03.
 GC0637
 GC0637.The dynamic height is computed by dividing the NAVD 88
 GC0637.geopotential number by the normal gravity value computed on the
 GC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0637.degrees latitude (g = 980.6199 gals.).
 GC0637
 GC0637.The modeled gravity was interpolated from observed gravity values.
 GC0637
 GC0637;                    North         East    Units  Estimated Accuracy
 GC0637;SPC TN       -   199,250.      533,910.      MT  (+/- 180 meters Scaled)
 GC0637
 GC0637                          SUPERSEDED SURVEY CONTROL
 GC0637
 GC0637  NGVD 29 (??/??/92)  171.885  (m)          563.93   (f) ADJ UNCH    2 0
 GC0637
 GC0637.Superseded values are not recommended for survey control.
 GC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0637.See file dsdata.txt to determine how the superseded data were derived.
 GC0637
 GC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE239980(NAD 83)
 GC0637_MARKER: DR = REFERENCE MARK DISK
 GC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0637_STAMPING: LYLE NO 2 1959
 GC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0637+STABILITY: SURFACE MOTION
 GC0637
 GC0637  HISTORY     - Date     Condition        Report By
 GC0637  HISTORY     - 1959     MONUMENTED       CGS
 GC0637  HISTORY     - 1960     GOOD             NGS
 GC0637  HISTORY     - 1980     GOOD             LOCSUR
 GC0637
 GC0637                          STATION DESCRIPTION
 GC0637
 GC0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0637'AT NASHVILLE.
 GC0637'THIS MARK IS LOCATED AT THE LYLE 1959 STATION SITE, 117.7 FT. SOUTH
 GC0637'OF THE STATION SITE, 19 FT. WEST OF THE CENTER OF A BLACKTOP ROAD
 GC0637'AND 1 FT. NORTH OF A POWER LINE POLE, IN THE TOP OF A CONCRETE
 GC0637'POST THAT IS FLUSH WITH THE GROUND.
 GC0637
 GC0637                          STATION RECOVERY (1980)
 GC0637
 GC0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GC0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3558 ***********************************************************************
 GA3558  DESIGNATION -  LYN
 GA3558  PID         -  GA3558
 GA3558  STATE/COUNTY-  TN/UNION
 GA3558  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3558
 GA3558                         *CURRENT SURVEY CONTROL
 GA3558  ___________________________________________________________________
 GA3558* NAD 83(1995)-  36 12 11.53021(N)    083 52 40.19719(W)     ADJUSTED  
 GA3558* NAVD 88     -       351.2    (meters)    1152.     (feet)  VERTCON   
 GA3558  ___________________________________________________________________
 GA3558  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GA3558  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3558
 GA3558  HORZ ORDER  -  SECOND
 GA3558
 GA3558.The horizontal coordinates were established by classical geodetic methods
 GA3558.and adjusted by the National Geodetic Survey in April 1999..
 GA3558
 GA3558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3558
 GA3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3558
 GA3558.The geoid height was determined by GEOID03.
 GA3558
 GA3558;                    North         East     Units Scale Factor Converg.
 GA3558;SPC TN       -   209,531.157   790,829.513   MT  0.99996910   +1 14 32.6
 GA3558;SPC TN       -   687,436.80  2,594,579.83   sFT  0.99996910   +1 14 32.6
 GA3558;UTM  17      - 4,010,326.871   241,261.660   MT  1.00042494   -1 42 02.7
 GA3558
 GA3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3558!SPC TN       -   0.99994970  x   0.99996910  =   0.99991880
 GA3558!UTM  17      -   0.99994970  x   1.00042494  =   1.00037462
 GA3558
 GA3558|---------------------------------------------------------------------|
 GA3558| PID    Reference Object                     Distance      Geod. Az  |
 GA3558|                                                           dddmmss.s |
 GA3558| DB9667 LYN RM 1                              6.120 METERS 00606     |
 GA3558| DB9666 LYN AZ MK                                          0924251.2 |
 GA3558| DB9668 LYN RM 2                              5.690 METERS 22425     |
 GA3558|---------------------------------------------------------------------|
 GA3558
 GA3558                          SUPERSEDED SURVEY CONTROL
 GA3558
 GA3558  NAD 83(1995)-  36 12 11.53521(N)    083 52 40.19798(W) AD(       ) 2
 GA3558  NAD 83(1995)-  36 12 11.53630(N)    083 52 40.19662(W) AD(       ) 2
 GA3558  NAD 83(1995)-  36 12 11.53767(N)    083 52 40.19831(W) AD(       ) 2
 GA3558  NAD 83(1986)-  36 12 11.54180(N)    083 52 40.19643(W) AD(       ) 2
 GA3558  NAD 27      -  36 12 11.25253(N)    083 52 40.51758(W) AD(       ) 2
 GA3558  NGVD 29 (07/19/86)  351.3    (m)         1153.     (f) VERT ANG       
 GA3558
 GA3558.Superseded values are not recommended for survey control.
 GA3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3558.See file dsdata.txt to determine how the superseded data were derived.
 GA3558
 GA3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4126210327(NAD 83)
 GA3558_MARKER: DD = SURVEY DISK
 GA3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3558
 GA3558  HISTORY     - Date     Condition        Report By
 GA3558  HISTORY     - 1964     MONUMENTED       TNHD
 GA3558
 GA3558                          STATION DESCRIPTION
 GA3558
 GA3558'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3558'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MAYNARDVILLE.
 GA3558'
 GA3558'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 5.4
 GA3558'MILES SOUTHWEST ON
 GA3558'STATE ROUTE 33 TO THE MARK ON THE RIGHT ABOUT 414 FEET
 GA3558'WEST OF THE PAVEMENT.
 GA3558'
 GA3558'THE STATION IS 55 FEET NORTHEAST OF AN 18-INCH WALNUT TREE AND 45
 GA3558'FEET SOUTHEAST OF A
 GA3558'12-INCH PERSIMMON TREE.  THE SURFACE AND UNDERGROUND
 GA3558'MARKS ARE STANDARD TENNESSEE
 GA3558'HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GA3558'ARE STAMPED LYN 1964.  THE UNDERGROUND MARK IS
 GA3558'ABOUT 30 INCHES BELOW
 GA3558'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA3558'CONCRETE
 GA3558'MONUMENT.
 GA3558'
 GA3558'REFERENCE MARK NO. 1 IS 32 FEET EAST OF A 12-INCH PERSIMMON TREE.  IT
 GA3558'IS A STANDARD TENNESSEE
 GA3558'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3558'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3558'IS STAMPED LYN RM-1 1964.
 GA3558'
 GA3558'REFERENCE MARK NO. 2 IS 42 FEET EAST OF AN 18-INCH WALNUT TREE.  IT
 GA3558'IS A STANDARD
 GA3558'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3558'FLUSH, CONCRETE MONUMENT
 GA3558'AND THE DISK IS STAMPED LYN RM-2 1964.
 GA3558'
 GA3558'THE AZIMUTH MARK IS 15 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GA3558'GRAVELED ROAD, 3 FEET
 GA3558'NORTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A GUY
 GA3558'WIRE POLE AND 2.0 FEET
 GA3558'NORTHWEST OF A METAL WITNESS POST.  IT IS A
 GA3558'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3558'DISK SET IN A 10-INCH SQUARE,
 GA3558'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LYN AZI
 GA3558'1964.
 GA3558'
 GA3558'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE NORTHEAST OF
 GA3558'STATE ROUTE 33 TO A
 GA3558'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, EAST, AND GO
 GA3558'0.2 MILE TO THE MARK ON THE
 GA3558'RIGHT.
 GA3558'
 GA3558'ALL OBSERVATIONS WERE MADE FROM A 20 FOOT WOODEN STAND.
 GA3558'
 GA3558'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0611 ***********************************************************************
 FE0611  DESIGNATION -  LYON
 FE0611  PID         -  FE0611
 FE0611  STATE/COUNTY-  TN/MADISON
 FE0611  USGS QUAD   -  JACKSON NORTH (1983)
 FE0611
 FE0611                         *CURRENT SURVEY CONTROL
 FE0611  ___________________________________________________________________
 FE0611* NAD 83(1995)-  35 39 35.51968(N)    088 52 02.13588(W)     ADJUSTED  
 FE0611* NAVD 88     -       129.943  (meters)     426.32   (feet)  ADJUSTED  
 FE0611  ___________________________________________________________________
 FE0611  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE0611  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0611  DYNAMIC HT  -         129.827 (meters)     425.94  (feet)  COMP
 FE0611  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FE0611
 FE0611  HORZ ORDER  -  SECOND
 FE0611  VERT ORDER  -  SECOND    CLASS 0
 FE0611
 FE0611.The horizontal coordinates were established by classical geodetic methods
 FE0611.and adjusted by the National Geodetic Survey in April 1999..
 FE0611
 FE0611.The orthometric height was determined by differential leveling
 FE0611.and adjusted by the National Geodetic Survey in June 1991..
 FE0611
 FE0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0611
 FE0611.The geoid height was determined by GEOID03.
 FE0611
 FE0611.The dynamic height is computed by dividing the NAVD 88
 FE0611.geopotential number by the normal gravity value computed on the
 FE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0611.degrees latitude (g = 980.6199 gals.).
 FE0611
 FE0611.The modeled gravity was interpolated from observed gravity values.
 FE0611
 FE0611;                    North         East     Units Scale Factor Converg.
 FE0611;SPC TN       -   150,980.287   340,421.048   MT  0.99995300   -1 40 43.0
 FE0611;SPC TN       -   495,341.16  1,116,864.72   sFT  0.99995300   -1 40 43.0
 FE0611;UTM  16      - 3,947,829.701   330,978.940   MT  0.99995205   -1 05 19.7
 FE0611
 FE0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0611!SPC TN       -   0.99998403  x   0.99995300  =   0.99993703
 FE0611!UTM  16      -   0.99998403  x   0.99995205  =   0.99993608
 FE0611
 FE0611|---------------------------------------------------------------------|
 FE0611| PID    Reference Object                     Distance      Geod. Az  |
 FE0611|                                                           dddmmss.s |
 FE0611| FE0612 LYON RM 1                            11.261 METERS 06711     |
 FE0611| FE0609 LYON AZ MK                          APPROX. 1.0 KM 2404410.8 |
 FE0611| FE0610 LYON RM 2                            10.824 METERS 24922     |
 FE0611|---------------------------------------------------------------------|
 FE0611
 FE0611                          SUPERSEDED SURVEY CONTROL
 FE0611
 FE0611  NAD 83(1995)-  35 39 35.52421(N)    088 52 02.14020(W) AD(       ) 2
 FE0611  NAD 83(1986)-  35 39 35.53105(N)    088 52 02.13656(W) AD(       ) 2
 FE0611  NAD 27      -  35 39 35.27410(N)    088 52 01.91670(W) AD(       ) 2
 FE0611  NGVD 29 (??/??/??)  129.976  (m)          426.43   (f) ADJUSTED    2 0
 FE0611
 FE0611.Superseded values are not recommended for survey control.
 FE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0611.See file dsdata.txt to determine how the superseded data were derived.
 FE0611
 FE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3097947830(NAD 83)
 FE0611_MARKER: DE = TRAVERSE STATION DISK
 FE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0611_STAMPING: LYON 1959
 FE0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0611+STABILITY: SURFACE MOTION
 FE0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0611+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0611
 FE0611  HISTORY     - Date     Condition        Report By
 FE0611  HISTORY     - 1959     MONUMENTED       CGS
 FE0611  HISTORY     - 1959     GOOD             CGS
 FE0611  HISTORY     - 20020909 GOOD             USACE
 FE0611
 FE0611                          STATION DESCRIPTION
 FE0611
 FE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0611'THE STATION IS LOCATED 7 MILES, AIRLINE NORTHEAST OF HUNTERSVILLE, 4
 FE0611'MILES NORTHWEST OF JACKSON AND 0.3 MILE EAST OF WHERE STATE
 FE0611'HIGHWAY 20 CROSSES THE INTERSTATE HIGHWAY ON THE NORTH SIDE OF THE
 FE0611'INTERSTATE HIGHWAY.  IT IS 34 FEET NORTH OF A CUT-BANK, 3 FEET
 FE0611'SOUTH OF THE RIGHT-OF-WAY FENCE AND 3 FEET SOUTH-SOUTHWEST OF A METAL
 FE0611'WITNESS POST.  THE MARK IS A STANDARD TRAVERSE STATION MARK SET
 FE0611'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST. IT IS SET FLUSH WITH
 FE0611'THE SURFACE OF THE GROUND AND IS STAMPED LYON 1959.
 FE0611'
 FE0611'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF A CUT-BANK AND 3 FEET SOUTH
 FE0611'OF A RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE MARK
 FE0611'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST.  IT IS SET
 FE0611'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LYON NO 1
 FE0611'1959.
 FE0611'
 FE0611'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF A CUT-BANK AND 3 FEET SOUTH
 FE0611'OF A RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE MARK
 FE0611'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST.  IT IS SET
 FE0611'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LYON NO 2 1959.
 FE0611'
 FE0611'THE AZIMUTH MARK IS 128 FEET WEST OF A RAILROAD TRACK, 67 FEET SOUTH
 FE0611'OF THE CENTER OF THE EAST BOUND LANE OF THE INTERSTATE
 FE0611'HIGHWAY, 3 FEET NORTH OF A RIGHT-OF-WAY FENCE AND 3 FEET NORTHEAST
 FE0611'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 FE0611'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST.  IT IS SET FLUSH
 FE0611'WITH THE SURFACE OF THE GROUND AND IS STAMPED LYON 1959.
 FE0611'
 FE0611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE0611'HIGHWAY 20 IN THE WEST EDGE OF JACKSON GO NORTH ON STATE HIGHWAY 20
 FE0611'FOR 3.75 MILES TO WHERE THE INTERSTATE HIGHWAY CROSSES STATE HIGHWAY
 FE0611'20.* TURN RIGHT ON THE INTERSTATE HIGHWAY AND GO 0.5 MILE TO THE
 FE0611'STATION ON THE LEFT AS DESCRIBED.
 FE0611'
 FE0611'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE TURN LEFT
 FE0611'ON THE INTERSTATE HIGHWAY AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 FE0611'THE LEFT AS DESCRIBED.
 FE0611'
 FE0611'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 FE0611
 FE0611                          STATION RECOVERY (1959)
 FE0611
 FE0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0611'4.2 MI N FROM JACKSON.
 FE0611'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0611'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 0.55 MILE EAST ON INTERSTATE
 FE0611'HIGHWAY 40.  IT IS 34 FEET NORTH OF A ROAD-CUT, 3 FEET SOUTH
 FE0611'OF THE RIGHT-OF-WAY FENCE AND 3 FEET SOUTH-SOUTHWEST OF A WITNESS
 FE0611'SIGN.  THE DISK IS SET IN A 10 INCH SQUARE CONCRETE MARK SET
 FE0611'FLUSH WITH THE GROUND.
 FE0611
 FE0611                          STATION RECOVERY (2002)
 FE0611
 FE0611'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0609 ***********************************************************************
 FE0609  DESIGNATION -  LYON AZ MK
 FE0609  PID         -  FE0609
 FE0609  STATE/COUNTY-  TN/MADISON
 FE0609  USGS QUAD   -  ADAIR (1979)
 FE0609
 FE0609                         *CURRENT SURVEY CONTROL
 FE0609  ___________________________________________________________________
 FE0609* NAD 83(1995)-  35 39 19.42318(N)    088 52 37.32996(W)     ADJUSTED  
 FE0609* NAVD 88     -       104.421  (meters)     342.59   (feet)  ADJUSTED  
 FE0609  ___________________________________________________________________
 FE0609  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FE0609  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0609  DYNAMIC HT  -         104.328 (meters)     342.28  (feet)  COMP
 FE0609  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0609
 FE0609  HORZ ORDER  -  SECOND
 FE0609  VERT ORDER  -  SECOND    CLASS 0
 FE0609
 FE0609.The horizontal coordinates were established by classical geodetic methods
 FE0609.and adjusted by the National Geodetic Survey in April 1999..
 FE0609
 FE0609.The orthometric height was determined by differential leveling
 FE0609.and adjusted by the National Geodetic Survey in June 1991..
 FE0609
 FE0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0609
 FE0609.The geoid height was determined by GEOID03.
 FE0609
 FE0609.The dynamic height is computed by dividing the NAVD 88
 FE0609.geopotential number by the normal gravity value computed on the
 FE0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0609.degrees latitude (g = 980.6199 gals.).
 FE0609
 FE0609.The modeled gravity was interpolated from observed gravity values.
 FE0609
 FE0609;                    North         East     Units Scale Factor Converg.
 FE0609;SPC TN       -   150,510.401   339,521.668   MT  0.99995324   -1 41 03.6
 FE0609;SPC TN       -   493,799.54  1,113,914.01   sFT  0.99995324   -1 41 03.6
 FE0609;UTM  16      - 3,947,350.581   330,084.445   MT  0.99995578   -1 05 39.9
 FE0609
 FE0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0609!SPC TN       -   0.99998804  x   0.99995324  =   0.99994128
 FE0609!UTM  16      -   0.99998804  x   0.99995578  =   0.99994382
 FE0609
 FE0609:                Primary Azimuth Mark                     Grid Az
 FE0609:SPC TN       -  LYON                                     062 24 53.9
 FE0609:UTM  16      -  LYON                                     061 49 30.2
 FE0609
 FE0609|---------------------------------------------------------------------|
 FE0609| PID    Reference Object                     Distance      Geod. Az  |
 FE0609|                                                           dddmmss.s |
 FE0609| FE0611 LYON                                APPROX. 1.0 KM 0604350.3 |
 FE0609|---------------------------------------------------------------------|
 FE0609
 FE0609                          SUPERSEDED SURVEY CONTROL
 FE0609
 FE0609  NAD 83(1995)-  35 39 19.42777(N)    088 52 37.33415(W) AD(       ) 2
 FE0609  NAD 83(1986)-  35 39 19.43457(N)    088 52 37.33059(W) AD(       ) 2
 FE0609  NAD 27      -  35 39 19.17660(N)    088 52 37.11020(W) AD(       ) 2
 FE0609  NGVD 29 (??/??/??)  104.454  (m)          342.70   (f) ADJUSTED    2 0
 FE0609
 FE0609.Superseded values are not recommended for survey control.
 FE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0609.See file dsdata.txt to determine how the superseded data were derived.
 FE0609
 FE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3008447351(NAD 83)
 FE0609_MARKER: DZ = AZIMUTH MARK DISK
 FE0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0609_STAMPING: LYON 1959
 FE0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0609+STABILITY: SURFACE MOTION
 FE0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0609+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 FE0609
 FE0609  HISTORY     - Date     Condition        Report By
 FE0609  HISTORY     - 1959     MONUMENTED       CGS
 FE0609  HISTORY     - 1959     GOOD             CGS
 FE0609  HISTORY     - 20030806 GOOD             INDIV
 FE0609
 FE0609                          STATION DESCRIPTION
 FE0609
 FE0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0609'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF HUNTERSVILLE, ABOUT
 FE0609'4 MILES NORTHWEST OF JACKSON, 128 FEET WEST OF THE GULF MOBILE
 FE0609'AND THE OHIO RAILROAD TRACKS, 67 FEET SOUTH OF THE CENTER OF THE EAST
 FE0609'BOUND LANE, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST
 FE0609'OF A METAL WITNESS POST AND ON THE SOUTH SIDE OF THE INTERSTATE
 FE0609'HIGHWAY. THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF
 FE0609'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0609'STAMPED LYON 1959.
 FE0609'
 FE0609'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY NO. 70
 FE0609'AND STATE HIGHWAY NO. 20 IN JACKSON, GO NORTH ON STATE HIGHWAY
 FE0609'NO. 20 FOR 3.6 MILES TO THE INTERSTATE HIGHWAY, TURN LEFT AND GO WEST
 FE0609'FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0609
 FE0609                          STATION RECOVERY (1959)
 FE0609
 FE0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0609'3.8 MI NW FROM JACKSON.
 FE0609'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0609'U.S. HIGHWAY 70 IN JACKSON, THENCE 0.1 MILE WEST ON INTERSTATE
 FE0609'HIGHWAY 40.  IT IS 128 FEET WEST OF A RAILROAD TRACK, 67 FEET
 FE0609'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF THE INTERSTATE
 FE0609'HIGHWAY 40, 3 FEET NORTH OF A RIGHT-OF-WAY FENCE AND 3 FEET
 FE0609'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN A 10 INCH SQUARE
 FE0609'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 FE0609
 FE0609                          STATION RECOVERY (2003)
 FE0609
 FE0609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE0609'THE MARK IS 1' SOUTH A U.S. WETLAND BOUNDARY MARKER POST AND IS NOW
 FE0609'ABOUT 2 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0612 ***********************************************************************
 FE0612  DESIGNATION -  LYON RM 1
 FE0612  PID         -  FE0612
 FE0612  STATE/COUNTY-  TN/MADISON
 FE0612  USGS QUAD   -  JACKSON NORTH (1983)
 FE0612
 FE0612                         *CURRENT SURVEY CONTROL
 FE0612  ___________________________________________________________________
 FE0612* NAD 83(1986)-  35 39 34.     (N)    088 52 02.     (W)     SCALED    
 FE0612* NAVD 88     -       130.252  (meters)     427.34   (feet)  ADJUSTED  
 FE0612  ___________________________________________________________________
 FE0612  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0612  DYNAMIC HT  -         130.136 (meters)     426.95  (feet)  COMP
 FE0612  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0612
 FE0612  VERT ORDER  -  SECOND    CLASS 0
 FE0612
 FE0612.The horizontal coordinates were scaled from a topographic map and have
 FE0612.an estimated accuracy of +/- 6 seconds.
 FE0612
 FE0612.The orthometric height was determined by differential leveling
 FE0612.and adjusted by the National Geodetic Survey in June 1991..
 FE0612
 FE0612.The geoid height was determined by GEOID03.
 FE0612
 FE0612.The dynamic height is computed by dividing the NAVD 88
 FE0612.geopotential number by the normal gravity value computed on the
 FE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0612.degrees latitude (g = 980.6199 gals.).
 FE0612
 FE0612.The modeled gravity was interpolated from observed gravity values.
 FE0612
 FE0612;                    North         East    Units  Estimated Accuracy
 FE0612;SPC TN       -   150,930.      340,420.      MT  (+/- 180 meters Scaled)
 FE0612
 FE0612                          SUPERSEDED SURVEY CONTROL
 FE0612
 FE0612  NGVD 29 (??/??/??)  130.285  (m)          427.44   (f) ADJUSTED    2 0
 FE0612
 FE0612.Superseded values are not recommended for survey control.
 FE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0612.See file dsdata.txt to determine how the superseded data were derived.
 FE0612
 FE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE309477(NAD 83)
 FE0612_MARKER: DR = REFERENCE MARK DISK
 FE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0612_STAMPING: LYON NO 1 1959
 FE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0612+STABILITY: SURFACE MOTION
 FE0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0612+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0612
 FE0612  HISTORY     - Date     Condition        Report By
 FE0612  HISTORY     - 1959     MONUMENTED       CGS
 FE0612  HISTORY     - 1959     GOOD             CGS
 FE0612  HISTORY     - 20020909 GOOD             USACE
 FE0612
 FE0612                          STATION DESCRIPTION
 FE0612
 FE0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0612'4.2 MI N FROM JACKSON.
 FE0612'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0612'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 0.55 MILE EAST ON INTERSTATE
 FE0612'HIGHWAY 40.  IT IS 36.9 FEET WEST SOUTH-WEST OF STATION LYON
 FE0612'1959, 34 FEET NORTH OF A ROAD-CUT AND 3 FEET SOUTH OF A
 FE0612'RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A 10 INCH SQUARE CONCRETE
 FE0612'MONUMENT SET FLUSH WITH THE GROUND.
 FE0612
 FE0612                          STATION RECOVERY (2002)
 FE0612
 FE0612'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0610 ***********************************************************************
 FE0610  DESIGNATION -  LYON RM 2
 FE0610  PID         -  FE0610
 FE0610  STATE/COUNTY-  TN/MADISON
 FE0610  USGS QUAD   -  JACKSON NORTH (1983)
 FE0610
 FE0610                         *CURRENT SURVEY CONTROL
 FE0610  ___________________________________________________________________
 FE0610* NAD 83(1986)-  35 39 34.     (N)    088 52 02.     (W)     SCALED    
 FE0610* NAVD 88     -       129.702  (meters)     425.53   (feet)  ADJUSTED  
 FE0610  ___________________________________________________________________
 FE0610  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0610  DYNAMIC HT  -         129.586 (meters)     425.15  (feet)  COMP
 FE0610  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0610
 FE0610  VERT ORDER  -  SECOND    CLASS 0
 FE0610
 FE0610.The horizontal coordinates were scaled from a topographic map and have
 FE0610.an estimated accuracy of +/- 6 seconds.
 FE0610
 FE0610.The orthometric height was determined by differential leveling
 FE0610.and adjusted by the National Geodetic Survey in June 1991..
 FE0610
 FE0610.The geoid height was determined by GEOID03.
 FE0610
 FE0610.The dynamic height is computed by dividing the NAVD 88
 FE0610.geopotential number by the normal gravity value computed on the
 FE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0610.degrees latitude (g = 980.6199 gals.).
 FE0610
 FE0610.The modeled gravity was interpolated from observed gravity values.
 FE0610
 FE0610;                    North         East    Units  Estimated Accuracy
 FE0610;SPC TN       -   150,930.      340,420.      MT  (+/- 180 meters Scaled)
 FE0610
 FE0610                          SUPERSEDED SURVEY CONTROL
 FE0610
 FE0610  NGVD 29 (??/??/??)  129.736  (m)          425.64   (f) ADJUSTED    2 0
 FE0610
 FE0610.Superseded values are not recommended for survey control.
 FE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0610.See file dsdata.txt to determine how the superseded data were derived.
 FE0610
 FE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE309477(NAD 83)
 FE0610_MARKER: DR = REFERENCE MARK DISK
 FE0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0610_STAMPING: LYON NO 2 1959
 FE0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0610+STABILITY: SURFACE MOTION
 FE0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0610+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0610
 FE0610  HISTORY     - Date     Condition        Report By
 FE0610  HISTORY     - 1959     MONUMENTED       CGS
 FE0610  HISTORY     - 1959     GOOD             CGS
 FE0610  HISTORY     - 20020909 GOOD             USACE
 FE0610
 FE0610                          STATION DESCRIPTION
 FE0610
 FE0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0610'4.2 MI N FROM JACKSON.
 FE0610'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0610'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 0.55 MILE EAST ON
 FE0610'INTERSTATE HIGHWAY 40.  IT IS 35.5 FEET EAST-NORTHEAST OF
 FE0610'STATION LYON 1959, 34 FEET NORTH OF A ROAD-CUT AND 3 FEET SOUTH OF
 FE0610'A RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A 10 INCH SQUARE
 FE0610'MONUMENT SET FLUSH WITH THE GROUND.
 FE0610
 FE0610                          STATION RECOVERY (2002)
 FE0610
 FE0610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3382 ***********************************************************************
 GA3382  DESIGNATION -  LYONS
 GA3382  PID         -  GA3382
 GA3382  STATE/COUNTY-  TN/SULLIVAN
 GA3382  USGS QUAD   -  BLUFF CITY (1968)
 GA3382
 GA3382                         *CURRENT SURVEY CONTROL
 GA3382  ___________________________________________________________________
 GA3382* NAD 83(1995)-  36 27 36.53796(N)    082 19 28.02567(W)     ADJUSTED  
 GA3382* NAVD 88     -       560.0    (meters)    1837.     (feet)  VERTCON   
 GA3382  ___________________________________________________________________
 GA3382  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GA3382  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA3382
 GA3382  HORZ ORDER  -  SECOND
 GA3382
 GA3382.The horizontal coordinates were established by classical geodetic methods
 GA3382.and adjusted by the National Geodetic Survey in April 1999..
 GA3382
 GA3382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3382
 GA3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3382
 GA3382.The geoid height was determined by GEOID03.
 GA3382
 GA3382;                    North         East     Units Scale Factor Converg.
 GA3382;SPC TN       -   242,159.901   929,390.280   MT  1.00000800   +2 09 06.5
 GA3382;SPC TN       -   794,486.28  3,049,174.61   sFT  1.00000800   +2 09 06.5
 GA3382;UTM  17      - 4,035,802.924   381,324.505   MT  0.99977352   -0 47 13.8
 GA3382
 GA3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3382!SPC TN       -   0.99991704  x   1.00000800  =   0.99992504
 GA3382!UTM  17      -   0.99991704  x   0.99977352  =   0.99969058
 GA3382
 GA3382:                Primary Azimuth Mark                     Grid Az
 GA3382:SPC TN       -  LYONS AZ MK                              129 33 07.2
 GA3382:UTM  17      -  LYONS AZ MK                              132 29 27.5
 GA3382
 GA3382|---------------------------------------------------------------------|
 GA3382| PID    Reference Object                     Distance      Geod. Az  |
 GA3382|                                                           dddmmss.s |
 GA3382| DB9669 LYONS AZ MK                                        1314213.7 |
 GA3382| DB9670 LYONS RM 1                           17.893 METERS 18522     |
 GA3382| GA3381 BUFFALO HIGH POINT FIRE LOT         APPROX.27.3 KM 1884444.3 |
 GA3382| DB9671 LYONS RM 2                           22.280 METERS 33418     |
 GA3382|---------------------------------------------------------------------|
 GA3382
 GA3382                          SUPERSEDED SURVEY CONTROL
 GA3382
 GA3382  NAD 83(1995)-  36 27 36.54259(N)    082 19 28.02611(W) AD(       ) 2
 GA3382  NAD 83(1995)-  36 27 36.55258(N)    082 19 28.05161(W) AD(       ) 2
 GA3382  NAD 83(1995)-  36 27 36.54504(N)    082 19 28.02740(W) AD(       ) 2
 GA3382  NAD 83(1986)-  36 27 36.54732(N)    082 19 28.03119(W) AD(       ) 2
 GA3382  NAD 27      -  36 27 36.17200(N)    082 19 28.51300(W) AD(       ) 2
 GA3382  NGVD 29 (07/19/86)  560.2    (m)         1838.     (f) VERT ANG       
 GA3382
 GA3382.Superseded values are not recommended for survey control.
 GA3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3382.See file dsdata.txt to determine how the superseded data were derived.
 GA3382
 GA3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8132535803(NAD 83)
 GA3382_MARKER: DS = TRIANGULATION STATION DISK
 GA3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3382
 GA3382  HISTORY     - Date     Condition        Report By
 GA3382  HISTORY     - 1934     MONUMENTED       CGS
 GA3382  HISTORY     - 1959     GOOD             CGS
 GA3382  HISTORY     - 1961     GOOD             CGS
 GA3382  HISTORY     - 1961     GOOD             CGS
 GA3382  HISTORY     - 1963     GOOD             CGS
 GA3382
 GA3382                          STATION DESCRIPTION
 GA3382
 GA3382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3382'ABOUT 10 MILES NORTH-NORTHEAST OF JOHNSON CITY, 3-1/2 MILES
 GA3382'WEST-SOUTHWEST OF
 GA3382'BLUFF CITY, 1-1/2 MILES NORTHWEST OF POPLAR RIDGE CHURCH, AND ON
 GA3382'PROPERTY OF ROY LYONS.  TO REACH FROM JUNCTION OF U.S.
 GA3382'ROUTE 11E AND ROUTE 23 ABOUT 3 MILES
 GA3382'NORTHEAST OF JOHNSON CITY, FOLLOW
 GA3382'ROUTE 11E NORTHEAST 7.2 MILES TO POINT 1.05 MILES
 GA3382'PAST ASPHALT
 GA3382'CROSSROAD AND D.O.  CARRS STORE ON RIGHT, TURN LEFT ONTO
 GA3382'GRAVEL T-ROAD JUST AFTER
 GA3382'PASSING BLACKSMITH SHOP ON RIGHT, GO 0.55
 GA3382'MILE TO CROSSROAD AND POPLAR RIDGE CHURCH
 GA3382'ON RIGHT, KEEP STRAIGHT
 GA3382'AHEAD 0.7 MILE TO T-ROAD JUNCTION, TURN LEFT, GO 0.45 MILE,
 GA3382'KEEP MAIN ROAD AT
 GA3382'JUNCTION WITH RED HOUSE ON LEFT, GO 0.3 MILE, TURN RIGHT AT
 GA3382'T-ROAD (SMALL WHITE HOUSE
 GA3382'AND TWO MAIL BOXES ON RIGHT) AND GO 0.6
 GA3382'MILE, TURN RIGHT ONTO GRAVEL GRAVEL T-ROAD
 GA3382'JUST BEFORE REACHING TURN
 GA3382'TO LEFT, AND GO 0.25 MILE TO 2-STORY FRAME HOUSE ON LEFT
 GA3382'(HOME OF J.  H.
 GA3382'MOTTERN).  BY DRIVING THROUGH YARD TO LEFT AND THROUGH FIELD UP
 GA3382'VERY STEEP GRADE,
 GA3382'TRUCK MAY BE TAKEN TO STATION IN DRY WEATHER.
 GA3382'STATION IS REACHED FROM HOUSE BY
 GA3382'GOING 0.25 MILE TO TOP OF RIDGE AND
 GA3382'THEN TO RIGHT ALONG RIDGE 0.25 MILE TO HIGHEST
 GA3382'POINT AND STATION
 GA3382'SITE.  STATION IS ON HIGH WOODED KNOLL, 36.8 FEET NORTH-NORTHWEST
 GA3382'OF FENCE AND
 GA3382'PROPERTY CORNER OF ROY LYONS, J.  H.  MOTTERN, D.  GLOVER,
 GA3382'AND W.  J.  CROSS, 26 FEET
 GA3382'SOUTH OF 24-INCH TRIANGLE-BLAZED WHITE OAK
 GA3382'TREE, AND ON LINE BETWEEN 20-INCH
 GA3382'TRIANGLE-BLAZED OAK AND 24-INCH
 GA3382'TRIANGLE-BLAZED CHESTNUT WHICH ARE 28 FEET APART.
 GA3382'SURFACE AND
 GA3382'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GA3382'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GA3382'NO. 1 IS 18 FEET
 GA3382'NORTH-NORTHWEST OF WIRE FENCE, 9-1/2
 GA3382'FEET NORTHEAST OF QUADRUPLE CHESTNUT STUMP, ON
 GA3382'DOWN SLOPE, AND 59.0
 GA3382'FEET FROM STATION.  NO.  2 IS 5 FEET WEST
 GA3382'OF RAIL FENCE AND
 GA3382'73.45 FEET FROM STATION.
 GA3382'FOLLOWING BEARINGS ARE FROM
 GA3382'STATION- BUFFALO HIGH POINT, FIRE LOOKOUT
 GA3382'TOWER, DISTANT 16.9 MILES, S 8 DEG 45 MIN W,
 GA3382'AND POPLAR SPRINGS
 GA3382'SCHOOL, SPIRE, DISTANT 1-1/2 MILES, S 49 DEG 15 MIN E.
 GA3382'STATION POPLAR
 GA3382'(SEE DESCRIPTION AND GEOGRAPHIC POSITIN THEREOF) IS VISBLE
 GA3382'FROM GROUND AT STATION.
 GA3382
 GA3382                          STATION RECOVERY (1959)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GA3382'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ANGLES
 GA3382'BETWEEN REFERENCE
 GA3382'MARKS AND DISTANCES TO REFERENCE MARKS CHECKED AND
 GA3382'VERIFIED.  DESCRIPTION
 GA3382'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 GA3382'STATION IS 36.5 FEET SOUTHWEST OF
 GA3382'INTERSECTION OF E/W FENCE AND FENCE
 GA3382'TO NORTH AND 13.5 FEET SOUTH OF FENCE LINE.
 GA3382'REFERENCE MARK NO.  1 IS
 GA3382'43.4 FEET SOUTH-SOUTHWEST OF E/W FENCE AND FENCE TO SOUTH.
 GA3382'REFERENCE MARK NO.
 GA3382'2 IS 9.2 FEET SOUTH OF FENCE LINE.
 GA3382
 GA3382                          STATION RECOVERY (1961)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MJA)
 GA3382'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA3382'DESCRIPTION BY
 GA3382'MAH, 1934 AND LFV, 1959 IS CORRECT AND ADEQUATE.
 GA3382
 GA3382                          STATION RECOVERY (1961)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3382'THE STATION MARK, R.M. NO.1, R.M. NO.2, WERE RECOVERED AND FOUND TO
 GA3382'BE IN GOOD CONDITION, AS NO
 GA3382'AZIMUTH MARK DID EXIST AN AZIMUTH MARK WAS
 GA3382'ESTABLISHED BY THIS PARTY.
 GA3382'
 GA3382'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3382'
 GA3382'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF JOHNSON CITY, 4
 GA3382'MILES SOUTHWEST OF
 GA3382'BLUFF CITY, AND ABOUT 1 MILE NORTHWEST OF THE POPLAR
 GA3382'RIDGE CHRISTIAN CHURCH, ON THE
 GA3382'PROPERTY OWNED BY ROY LYONS.
 GA3382'
 GA3382'THE STATION IS REACHED FROM THE POST OFFICE CARROLL REECE BRANCH IN
 GA3382'JOHNSON CITY TENNESSEE,
 GA3382'GO NORTH ON U.S.  HIGHWAY 11E FOR 3.8 MILES TO BRIDGE
 GA3382'OVER BOONE IS THE WILLIAM DEVAULT
 GA3382'BRIDGE, CONTINUE STRAIGHT AHEAD FOR
 GA3382'3.25 MILES TO A CROSSROADS AND STORES, CONTINUE
 GA3382'STRAIGHT AHEAD FOR 1
 GA3382'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.55 MILE TO A
 GA3382'CROSSROAD,
 GA3382'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A T-ROAD, TURN LEFT AND GO
 GA3382'0.7 MILE TO A SIDE
 GA3382'ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO A SIDE
 GA3382'ROAD RIGHT, TURN RIGHT AND GO 0.4
 GA3382'MILE TO A DRIVEWAY ON THE LEFT AND
 GA3382'THE RESIDENCE OF MR.  D.  GLOVER, TURN LEFT INTO
 GA3382'DRIVEWAY AND PASS TO
 GA3382'LEFT OF HOUSE AND GO 0.05 TO BARN, PASS THROUGH THE TWO GATES ON
 GA3382'WEST SIDE OF BARN,
 GA3382'TURN LEFT AND GO 0.1 MILE TO A FENCE CORNER, TURN RIGHT
 GA3382'AND KEEP BEARING RIGHT UP STEEP
 GA3382'HILL FOR 0.15 MILE TO EDGE OF TIMBER,
 GA3382'CONTINUE ON UP RIDGE FOR 0.15 MILE TO HIGHEST PART
 GA3382'AND STATION.
 GA3382'
 GA3382'THE STATION IS A STANDARD DISK STAMPED LYONS 1934, SET IN A SQUARE
 GA3382'CONCRETE MONUMENT WHICH
 GA3382'PROJECTS 6 INCHES, IT IS 36 FEET NORTHWEST OF A
 GA3382'T-FENCE CORNER, 31 FEET NORTHEAST
 GA3382'OF A 18 INCH HICKORY TREE WITH A
 GA3382'TRIANGLE BLAZE, 27 FEET SOUTH OF A 20 INCH WHITE OAK
 GA3382'TREE WITH A
 GA3382'TRIANGLE BLAZE, AND 18 FEET SOUTHWEST OF A 24 INCH HICKORY TREE WITH
 GA3382'A TRIANGLE BLAZE,
 GA3382'AND 13.5 FEET SOUTHWEST OF A FENCE.
 GA3382'
 GA3382'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED LYONS NO 1 1934, SET
 GA3382'IN A ROUND CONCRETE
 GA3382'MONUMENT WHICH PROJECTS 9 INCHES, IT IS 24 FEET
 GA3382'NORTHWEST OF A FENCE, AND ABOUT 3
 GA3382'FEET LOWER THAN STATION ON THE
 GA3382'SOUTH SLOPE OF HILL.
 GA3382'
 GA3382'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED LYONS NO 2 1934, SET
 GA3382'IN A ROUND CONCRETE
 GA3382'MONUMENT WHICH PROJECTS 3 INCHES, IT IS 9 FEET WEST OF
 GA3382'A FENCE, IS ABOUT 4 FEET LOWER
 GA3382'THAN STATION ON THE NORTHWEST SLOPE OF
 GA3382'HILL.
 GA3382'
 GA3382'AZIMUTH MARK IS A STANDARD DISK STAMPED LYONS 1961, SET IN A SQUARE
 GA3382'CONCRETE MONUMENT WHICH
 GA3382'IS FLUSH, IT IS 73 FEET SOUTHWEST OF THE NORTHEAST
 GA3382'CORNER OF CHURCH, 32 FEET
 GA3382'NORTHWEST OF THE SOUTHWEST CORNER OF
 GA3382'CHURCH, 20 FEET SOUTHEAST FROM THE CENTER OF
 GA3382'DRIVEWAY ON THE
 GA3382'NORTHWEST SIDE OF CHURCH, AND 3.8 FEET EAST OF A WITNESS POST AND
 GA3382'SIGN.
 GA3382'
 GA3382'THE AZIMUTH MARK IS REACHED FROM THIS POINT * IN DESCRIPTION ABOVE.
 GA3382'TURN RIGHT AND GO 0.15 MILE
 GA3382'TO THE POPLAR RIDGE CHRISTIAN CHURCH, MARK IS ON
 GA3382'NORTHWEST SIDE OF CHURCH.
 GA3382'
 GA3382'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 GA3382
 GA3382                          STATION RECOVERY (1963)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA3382'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GA3382'CONDITION WITH THE AID OF A TVA DESCRIPTION AND A 1961 LIST OF
 GA3382'DIRECTIONS.  NEITHER THE ORIGINAL OR 1961 DESCRIPTION WAS FURNISHED
 GA3382'THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0125 ***********************************************************************
 FC0125  DESIGNATION -  M
 FC0125  PID         -  FC0125
 FC0125  STATE/COUNTY-  TN/ROANE
 FC0125  USGS QUAD   -  ELVERTON (1990)
 FC0125
 FC0125                         *CURRENT SURVEY CONTROL
 FC0125  ___________________________________________________________________
 FC0125* NAD 83(1986)-  35 58 43.     (N)    084 26 30.     (W)     SCALED    
 FC0125* NAVD 88     -       248.870  (meters)     816.50   (feet)  POSTED    
 FC0125  ___________________________________________________________________
 FC0125  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0125  DYNAMIC HT  -         248.640 (meters)     815.75  (feet)  COMP
 FC0125  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0125
 FC0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0125
 FC0125.The horizontal coordinates were scaled from a topographic map and have
 FC0125.an estimated accuracy of +/- 6 seconds.
 FC0125
 FC0125.The orthometric height was determined by differential leveling
 FC0125.and adjusted by the National Geodetic Survey in 1992..
 FC0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0125.rate of 0.0 thru 1.0 mm/km.
 FC0125
 FC0125.The geoid height was determined by GEOID03.
 FC0125
 FC0125.The dynamic height is computed by dividing the NAVD 88
 FC0125.geopotential number by the normal gravity value computed on the
 FC0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0125.degrees latitude (g = 980.6199 gals.).
 FC0125
 FC0125.The modeled gravity was interpolated from observed gravity values.
 FC0125
 FC0125;                    North         East    Units  Estimated Accuracy
 FC0125;SPC TN       -   183,660.      740,530.      MT  (+/- 180 meters Scaled)
 FC0125
 FC0125                          SUPERSEDED SURVEY CONTROL
 FC0125
 FC0125  NGVD 29 (??/??/92)  249.009  (m)          816.96   (f) ADJ UNCH    1 2
 FC0125
 FC0125.Superseded values are not recommended for survey control.
 FC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0125.See file dsdata.txt to determine how the superseded data were derived.
 FC0125
 FC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE306846(NAD 83)
 FC0125_MARKER: Z = SEE DESCRIPTION
 FC0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0125_SP_SET: STONE
 FC0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0125+STABILITY: SURFACE MOTION
 FC0125
 FC0125  HISTORY     - Date     Condition        Report By
 FC0125  HISTORY     - UNK      MONUMENTED       CGS
 FC0125  HISTORY     - 1950     GOOD             NGS
 FC0125  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC0125
 FC0125                          STATION DESCRIPTION
 FC0125
 FC0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0125'0.3 MI W FROM ELVERTON.
 FC0125'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0125'AT ELVERTON, ABOUT 230 YARDS SOUTHWEST OF BLOCK SIGNALS NO. 43.1
 FC0125'D AND 43.2 D, ABOUT 480 YARDS SOUTHWEST OF A ROAD CROSSING, 113
 FC0125'FEET WEST-NORTHWEST OF A GARDEN FENCE CORNER, 111 YARDS NORTHEAST
 FC0125'OF A WHISTLE POST, 69 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT
 FC0125'4 YARDS NORTHWEST OF AN OLD FENCE LINE, 2 FEET SOUTHWEST OF A
 FC0125'T.V.A. STEEL WITNESS POST, ABOUT 6 FEET BELOW THE TRACK,
 FC0125'PROJECTING 7 INCHES, AND SURROUNDED BY THE LETTERS U S B CUT IN
 FC0125'STONE.  (*) POST APPEARS TO BE BROKEN OFF AS IT IS VERY LOOSE
 FC0125'AND OF LITTLE VALUE AS A BENCH MARK.  THE CORNER WITH M OF
 FC0125'U S B M IS BROKEN OFF.
 FC0125
 FC0125                          STATION RECOVERY (1952)
 FC0125
 FC0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FC0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0620 ***********************************************************************
 GB0620  DESIGNATION -  M 10
 GB0620  PID         -  GB0620
 GB0620  STATE/COUNTY-  TN/CAMPBELL
 GB0620  USGS QUAD   -  LA FOLLETTE (1990)
 GB0620
 GB0620                         *CURRENT SURVEY CONTROL
 GB0620  ___________________________________________________________________
 GB0620* NAD 83(1986)-  36 24 34.     (N)    084 03 02.     (W)     SCALED    
 GB0620* NAVD 88     -       347.746  (meters)    1140.90   (feet)  ADJUSTED  
 GB0620  ___________________________________________________________________
 GB0620  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0620  DYNAMIC HT  -         347.431 (meters)    1139.86  (feet)  COMP
 GB0620  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 GB0620
 GB0620  VERT ORDER  -  SECOND    CLASS 0
 GB0620
 GB0620.The horizontal coordinates were scaled from a topographic map and have
 GB0620.an estimated accuracy of +/- 6 seconds.
 GB0620
 GB0620.The orthometric height was determined by differential leveling
 GB0620.and adjusted by the National Geodetic Survey in June 1991..
 GB0620
 GB0620.The geoid height was determined by GEOID03.
 GB0620
 GB0620.The dynamic height is computed by dividing the NAVD 88
 GB0620.geopotential number by the normal gravity value computed on the
 GB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0620.degrees latitude (g = 980.6199 gals.).
 GB0620
 GB0620.The modeled gravity was interpolated from observed gravity values.
 GB0620
 GB0620;                    North         East    Units  Estimated Accuracy
 GB0620;SPC TN       -   232,090.      774,840.      MT  (+/- 180 meters Scaled)
 GB0620
 GB0620                          SUPERSEDED SURVEY CONTROL
 GB0620
 GB0620  NGVD 29 (??/??/92)  347.860  (m)         1141.27   (f) ADJ UNCH    2 0
 GB0620
 GB0620.Superseded values are not recommended for survey control.
 GB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0620.See file dsdata.txt to determine how the superseded data were derived.
 GB0620
 GB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF644334(NAD 83)
 GB0620_MARKER: DD = SURVEY DISK
 GB0620_SETTING: 66 = SET IN ROCK OUTCROP
 GB0620_SP_SET: ROCK OUTCROP
 GB0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0620+STABILITY: POSITION/ELEVATION WELL
 GB0620
 GB0620  HISTORY     - Date     Condition        Report By
 GB0620  HISTORY     - UNK      MONUMENTED       USGS
 GB0620  HISTORY     - 1949     GOOD             NGS
 GB0620
 GB0620                          STATION DESCRIPTION
 GB0620
 GB0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0620'5.3 MI E FROM LA FOLLETTE.
 GB0620'5.3 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0620'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY,
 GB0620'AT FINCASTLE, 50 YARDS WEST OF THE S.W. BROWN SERVICE STATION,
 GB0620'AT THE DRIVEWAY TO THE MODEL FARM DAIRY, 24.3 FEET EAST OF THE
 GB0620'EAST END OF A STONE RETAINING WALL, 24 FEET SOUTH OF THE
 GB0620'CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF THE STONE RETAINING
 GB0620'WALL, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES
 GB0620'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1751 ***********************************************************************
 FB1751  DESIGNATION -  M 10
 FB1751  PID         -  FB1751
 FB1751  STATE/COUNTY-  TN/KNOX
 FB1751  USGS QUAD   -  KNOXVILLE (1978)
 FB1751
 FB1751                         *CURRENT SURVEY CONTROL
 FB1751  ___________________________________________________________________
 FB1751* NAD 83(1986)-  35 55 52.     (N)    083 55 03.     (W)     SCALED    
 FB1751* NAVD 88     -       266.261  (meters)     873.56   (feet)  ADJUSTED  
 FB1751  ___________________________________________________________________
 FB1751  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1751  DYNAMIC HT  -         266.015 (meters)     872.75  (feet)  COMP
 FB1751  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FB1751
 FB1751  VERT ORDER  -  FIRST     CLASS II
 FB1751
 FB1751.The horizontal coordinates were scaled from a topographic map and have
 FB1751.an estimated accuracy of +/- 6 seconds.
 FB1751
 FB1751.The orthometric height was determined by differential leveling
 FB1751.and adjusted by the National Geodetic Survey in June 1991..
 FB1751
 FB1751.The geoid height was determined by GEOID03.
 FB1751
 FB1751.The dynamic height is computed by dividing the NAVD 88
 FB1751.geopotential number by the normal gravity value computed on the
 FB1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1751.degrees latitude (g = 980.6199 gals.).
 FB1751
 FB1751.The modeled gravity was interpolated from observed gravity values.
 FB1751
 FB1751;                    North         East    Units  Estimated Accuracy
 FB1751;SPC TN       -   179,270.      787,910.      MT  (+/- 180 meters Scaled)
 FB1751
 FB1751                          SUPERSEDED SURVEY CONTROL
 FB1751
 FB1751  NGVD 29 (12/12/91)  266.397  (m)          874.00   (f) ADJUSTED    1 2
 FB1751
 FB1751.Superseded values are not recommended for survey control.
 FB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1751.See file dsdata.txt to determine how the superseded data were derived.
 FB1751
 FB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367802(NAD 83)
 FB1751_MARKER: DB = BENCH MARK DISK
 FB1751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1751_SP_SET: BUILDING
 FB1751_STAMPING: 874.237 M 10 1932
 FB1751_MARK LOGO: CGS   
 FB1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1751
 FB1751  HISTORY     - Date     Condition        Report By
 FB1751  HISTORY     - 1932     MONUMENTED       CGS
 FB1751  HISTORY     - 1950     GOOD             NGS
 FB1751  HISTORY     - 1983     GOOD             NGS
 FB1751  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1751
 FB1751                          STATION DESCRIPTION
 FB1751
 FB1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1751'AT VESTAL.
 FB1751'AT VESTAL, KNOX COUNTY, AT THE SOUTH CORNER OF THE CROSSING OF
 FB1751'KENDORA STREET AND THE SOUTHERN RAILWAY, IN THE NORTHWEST FACE
 FB1751'OF A NEW BRICK BUILDING, 10 INCHES SOUTHWEST OF THE NORTH
 FB1751'CORNER, AND ABOUT 4-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FB1751'STAMPED 874.237 M 10 1932 AND SET VERTICALLY.
 FB1751
 FB1751                          STATION RECOVERY (1983)
 FB1751
 FB1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1751'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN VESTAL, AT
 FB1751'THE INTERSECTION OF OGLE AVENUE AND DOYLE STREET, AT THE SOUTH CORNER
 FB1751'OF THE CROSSING OF DOYLE STREET AND THE SOUTHERN RAILROAD, IN THE NW
 FB1751'FACE OF AN OLD BRICK BUILDING AT 401-1/2 OGLE AVENUE, 4.88 METERS
 FB1751'(16.0 FT) SOUTHWEST OF THE CENTERLINE OF DOYLE STREET, 14.57 METERS
 FB1751'(47.8 FT) SOUTH-SOUTHEAST OF THE NORTHWEST RAIL, 0.23 METER (0.75 FT)
 FB1751'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING.
 FB1751'THE MARK IS 0.11 METERS  NW FROM A WITNESS POST.
 FB1751'THE MARK IS 1.65 M ABOVE GROUND.
 FB1751
 FB1751                          STATION RECOVERY (2001)
 FB1751
 FB1751'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0951 ***********************************************************************
 GA0951  DESIGNATION -  M 100
 GA0951  PID         -  GA0951
 GA0951  STATE/COUNTY-  TN/WASHINGTON
 GA0951  USGS QUAD   -  CHUCKEY (1971)
 GA0951
 GA0951                         *CURRENT SURVEY CONTROL
 GA0951  ___________________________________________________________________
 GA0951* NAD 83(1986)-  36 13 45.     (N)    082 37 39.     (W)     SCALED    
 GA0951* NAVD 88     -       422.499  (meters)    1386.15   (feet)  ADJUSTED  
 GA0951  ___________________________________________________________________
 GA0951  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0951  DYNAMIC HT  -         422.095 (meters)    1384.82  (feet)  COMP
 GA0951  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 GA0951
 GA0951  VERT ORDER  -  SECOND    CLASS 0
 GA0951
 GA0951.The horizontal coordinates were scaled from a topographic map and have
 GA0951.an estimated accuracy of +/- 6 seconds.
 GA0951
 GA0951.The orthometric height was determined by differential leveling
 GA0951.and adjusted by the National Geodetic Survey in June 1991..
 GA0951
 GA0951.The geoid height was determined by GEOID03.
 GA0951
 GA0951.The dynamic height is computed by dividing the NAVD 88
 GA0951.geopotential number by the normal gravity value computed on the
 GA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0951.degrees latitude (g = 980.6199 gals.).
 GA0951
 GA0951.The modeled gravity was interpolated from observed gravity values.
 GA0951
 GA0951;                    North         East    Units  Estimated Accuracy
 GA0951;SPC TN       -   215,570.      903,130.      MT  (+/- 180 meters Scaled)
 GA0951
 GA0951                          SUPERSEDED SURVEY CONTROL
 GA0951
 GA0951  NGVD 29 (??/??/92)  422.641  (m)         1386.61   (f) ADJ UNCH    2 0
 GA0951
 GA0951.Superseded values are not recommended for survey control.
 GA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0951.See file dsdata.txt to determine how the superseded data were derived.
 GA0951
 GA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA537105(NAD 83)
 GA0951_MARKER: DB = BENCH MARK DISK
 GA0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0951_SP_SET: LIMESTONE LEDGE
 GA0951_STAMPING: M 100 1935
 GA0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0951
 GA0951  HISTORY     - Date     Condition        Report By
 GA0951  HISTORY     - 1935     MONUMENTED       CGS
 GA0951
 GA0951                          STATION DESCRIPTION
 GA0951
 GA0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0951'0.3 MI NE FROM LIMESTONE.
 GA0951'AT LIMESTONE, WASHINGTON COUNTY, 0.3 MILE NORTHEAST ALONG COUNTY
 GA0951'HIGHWAY 504 FROM THE POST OFFICE, AT THE C.C. JAYNES RESIDENCE,
 GA0951'21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 GA0951'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, IN THE FACE OF A
 GA0951'LIMESTONE LEDGE, 6 INCHES HIGHER THAN THE HIGHWAY AND 8 FEET
 GA0951'SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED M 100
 GA0951'1935 AND SET VERTICALLY.  NOTE-- BM IS 6 FEET ABOVE ROAD.  POST
 GA0951'AND SIGN SET 8 FT NW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0283 ***********************************************************************
 GA0283  DESIGNATION -  M 101
 GA0283  PID         -  GA0283
 GA0283  STATE/COUNTY-  TN/SULLIVAN
 GA0283  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0283
 GA0283                         *CURRENT SURVEY CONTROL
 GA0283  ___________________________________________________________________
 GA0283* NAD 83(1986)-  36 32 52.     (N)    082 26 24.     (W)     SCALED    
 GA0283* NAVD 88     -       466.505  (meters)    1530.53   (feet)  ADJUSTED  
 GA0283  ___________________________________________________________________
 GA0283  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0283  DYNAMIC HT  -         466.077 (meters)    1529.12  (feet)  COMP
 GA0283  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA0283
 GA0283  VERT ORDER  -  SECOND    CLASS 0
 GA0283
 GA0283.The horizontal coordinates were scaled from a topographic map and have
 GA0283.an estimated accuracy of +/- 6 seconds.
 GA0283
 GA0283.The orthometric height was determined by differential leveling
 GA0283.and adjusted by the National Geodetic Survey in June 1991..
 GA0283
 GA0283.The geoid height was determined by GEOID03.
 GA0283
 GA0283.The dynamic height is computed by dividing the NAVD 88
 GA0283.geopotential number by the normal gravity value computed on the
 GA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0283.degrees latitude (g = 980.6199 gals.).
 GA0283
 GA0283.The modeled gravity was interpolated from observed gravity values.
 GA0283
 GA0283;                    North         East    Units  Estimated Accuracy
 GA0283;SPC TN       -   251,500.      918,690.      MT  (+/- 180 meters Scaled)
 GA0283
 GA0283                          SUPERSEDED SURVEY CONTROL
 GA0283
 GA0283  NGVD 29 (??/??/92)  466.636  (m)         1530.95   (f) ADJ UNCH    2 0
 GA0283
 GA0283.Superseded values are not recommended for survey control.
 GA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0283.See file dsdata.txt to determine how the superseded data were derived.
 GA0283
 GA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA711456(NAD 83)
 GA0283_MARKER: DB = BENCH MARK DISK
 GA0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0283_STAMPING: M 101 1935
 GA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0283+STABILITY: SURFACE MOTION
 GA0283
 GA0283  HISTORY     - Date     Condition        Report By
 GA0283  HISTORY     - 1935     MONUMENTED       CGS
 GA0283  HISTORY     - 1959     GOOD             TVA
 GA0283
 GA0283                          STATION DESCRIPTION
 GA0283
 GA0283'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0283'1 MI W FROM INDIAN SPRINGS.
 GA0283'1.0 MILE WEST ALONG U.S. HIGHWAY 11 W FROM THE POST OFFICE AT
 GA0283'INDIAN SPRINGS, SULLIVAN COUNTY, 45 YARDS EAST OF THE PINE GROVE
 GA0283'TOURIST CAMP, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0283'10 FEET WEST OF A POLE, 1 FOOT HIGHER THAN THE HIGHWAY AND 1 FOOT
 GA0283'NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED M 101
 GA0283'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0281 ***********************************************************************
 GA0281  DESIGNATION -  M 101 X
 GA0281  PID         -  GA0281
 GA0281  STATE/COUNTY-  TN/SULLIVAN
 GA0281  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0281
 GA0281                         *CURRENT SURVEY CONTROL
 GA0281  ___________________________________________________________________
 GA0281* NAD 83(1986)-  36 32 39.     (N)    082 28 31.     (W)     SCALED    
 GA0281* NAVD 88     -       503.308  (meters)    1651.27   (feet)  ADJUSTED  
 GA0281  ___________________________________________________________________
 GA0281  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0281  DYNAMIC HT  -         502.850 (meters)    1649.77  (feet)  COMP
 GA0281  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 GA0281
 GA0281  VERT ORDER  -  SECOND    CLASS 0
 GA0281
 GA0281.The horizontal coordinates were scaled from a topographic map and have
 GA0281.an estimated accuracy of +/- 6 seconds.
 GA0281
 GA0281.The orthometric height was determined by differential leveling
 GA0281.and adjusted by the National Geodetic Survey in June 1991..
 GA0281
 GA0281.The geoid height was determined by GEOID03.
 GA0281
 GA0281.The dynamic height is computed by dividing the NAVD 88
 GA0281.geopotential number by the normal gravity value computed on the
 GA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0281.degrees latitude (g = 980.6199 gals.).
 GA0281
 GA0281.The modeled gravity was interpolated from observed gravity values.
 GA0281
 GA0281;                    North         East    Units  Estimated Accuracy
 GA0281;SPC TN       -   250,980.      915,540.      MT  (+/- 180 meters Scaled)
 GA0281
 GA0281                          SUPERSEDED SURVEY CONTROL
 GA0281
 GA0281  NGVD 29 (??/??/92)  503.440  (m)         1651.70   (f) ADJ UNCH    2 0
 GA0281
 GA0281.Superseded values are not recommended for survey control.
 GA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0281.See file dsdata.txt to determine how the superseded data were derived.
 GA0281
 GA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679453(NAD 83)
 GA0281_MARKER: DB = BENCH MARK DISK
 GA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0281_STAMPING: M 101 X 1935
 GA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0281+STABILITY: SURFACE MOTION
 GA0281
 GA0281  HISTORY     - Date     Condition        Report By
 GA0281  HISTORY     - 1935     MONUMENTED       CGS
 GA0281  HISTORY     - 1959     GOOD             TVA
 GA0281
 GA0281                          STATION DESCRIPTION
 GA0281
 GA0281'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0281'2.4 MI S FROM ORE BANK.
 GA0281'2.4 MILES SOUTH ALONG THE ANDERSON BRIDGE ROAD FROM ORE BANK,
 GA0281'SULLIVAN COUNTY, 1.0 MILE NORTHWEST OF THE JUNCTION OF U.S.
 GA0281'HIGHWAY 11 W, 100 FEET NORTH OF THE T.D. MC CERY RESIDENCE, AT
 GA0281'THE JUNCTION OF A ROAD LEADING WEST, 18 FEET EAST OF THE CENTERLINE
 GA0281'OF THE ANDERSON BRIDGE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 GA0281'THE T-ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M
 GA0281'101 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0260 ***********************************************************************
 GA0260  DESIGNATION -  M 101 Y
 GA0260  PID         -  GA0260
 GA0260  STATE/COUNTY-  TN/SULLIVAN
 GA0260  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0260
 GA0260                         *CURRENT SURVEY CONTROL
 GA0260  ___________________________________________________________________
 GA0260* NAD 83(1986)-  36 33 37.     (N)    082 27 25.     (W)     SCALED    
 GA0260* NAVD 88     -       424.123  (meters)    1391.48   (feet)  ADJUSTED  
 GA0260  ___________________________________________________________________
 GA0260  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0260  DYNAMIC HT  -         423.734 (meters)    1390.20  (feet)  COMP
 GA0260  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA0260
 GA0260  VERT ORDER  -  SECOND    CLASS 0
 GA0260
 GA0260.The horizontal coordinates were scaled from a topographic map and have
 GA0260.an estimated accuracy of +/- 6 seconds.
 GA0260
 GA0260.The orthometric height was determined by differential leveling
 GA0260.and adjusted by the National Geodetic Survey in June 1991..
 GA0260
 GA0260.The geoid height was determined by GEOID03.
 GA0260
 GA0260.The dynamic height is computed by dividing the NAVD 88
 GA0260.geopotential number by the normal gravity value computed on the
 GA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0260.degrees latitude (g = 980.6199 gals.).
 GA0260
 GA0260.The modeled gravity was interpolated from observed gravity values.
 GA0260
 GA0260;                    North         East    Units  Estimated Accuracy
 GA0260;SPC TN       -   252,830.      917,120.      MT  (+/- 180 meters Scaled)
 GA0260
 GA0260                          SUPERSEDED SURVEY CONTROL
 GA0260
 GA0260  NGVD 29 (??/??/92)  424.250  (m)         1391.89   (f) ADJ UNCH    2 0
 GA0260
 GA0260.Superseded values are not recommended for survey control.
 GA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0260.See file dsdata.txt to determine how the superseded data were derived.
 GA0260
 GA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA696470(NAD 83)
 GA0260_MARKER: DB = BENCH MARK DISK
 GA0260_SETTING: 66 = SET IN ROCK OUTCROP
 GA0260_SP_SET: ROCK OUTCROP
 GA0260_STAMPING: M 101 Y 1935
 GA0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0260+STABILITY: POSITION/ELEVATION WELL
 GA0260
 GA0260  HISTORY     - Date     Condition        Report By
 GA0260  HISTORY     - 1935     MONUMENTED       CGS
 GA0260  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0260
 GA0260                          STATION DESCRIPTION
 GA0260
 GA0260'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0260'AT ORE BANK.
 GA0260'AT ORE BANK, SULLIVAN COUNTY, ON THE ARCADIA ROAD LEADING TO
 GA0260'U.S. HIGHWAY 11 W, 25 YARDS EAST OF THE NORTHEAST CORNER OF
 GA0260'THE SCHOOL, 17 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 GA0260'EAST OF A 12-INCH MAPLE TREE, 11.8 FEET SOUTH OF THE CENTERLINE
 GA0260'OF A ROAD LEADING TO THE REEDY CREEK PRESBYTERIAN CHURCH, IN
 GA0260'THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0260'DISK, STAMPED M 101 Y 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0493 ***********************************************************************
 GA0493  DESIGNATION -  M 102
 GA0493  PID         -  GA0493
 GA0493  STATE/COUNTY-  TN/SULLIVAN
 GA0493  USGS QUAD   -  KEENBURG (1960)
 GA0493
 GA0493                         *CURRENT SURVEY CONTROL
 GA0493  ___________________________________________________________________
 GA0493* NAD 83(1986)-  36 25 33.     (N)    082 13 01.     (W)     SCALED    
 GA0493* NAVD 88     -       506.502  (meters)    1661.75   (feet)  ADJUSTED  
 GA0493  ___________________________________________________________________
 GA0493  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0493  DYNAMIC HT  -         506.029 (meters)    1660.20  (feet)  COMP
 GA0493  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 GA0493
 GA0493  VERT ORDER  -  SECOND    CLASS 0
 GA0493
 GA0493.The horizontal coordinates were scaled from a topographic map and have
 GA0493.an estimated accuracy of +/- 6 seconds.
 GA0493
 GA0493.The orthometric height was determined by differential leveling
 GA0493.and adjusted by the National Geodetic Survey in June 1991..
 GA0493
 GA0493.The geoid height was determined by GEOID03.
 GA0493
 GA0493.The dynamic height is computed by dividing the NAVD 88
 GA0493.geopotential number by the normal gravity value computed on the
 GA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0493.degrees latitude (g = 980.6199 gals.).
 GA0493
 GA0493.The modeled gravity was interpolated from observed gravity values.
 GA0493
 GA0493;                    North         East    Units  Estimated Accuracy
 GA0493;SPC TN       -   238,720.      939,170.      MT  (+/- 180 meters Scaled)
 GA0493
 GA0493                          SUPERSEDED SURVEY CONTROL
 GA0493
 GA0493  NGVD 29 (??/??/92)  506.647  (m)         1662.22   (f) ADJ UNCH    2 0
 GA0493
 GA0493.Superseded values are not recommended for survey control.
 GA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0493.See file dsdata.txt to determine how the superseded data were derived.
 GA0493
 GA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA909318(NAD 83)
 GA0493_MARKER: DB = BENCH MARK DISK
 GA0493_SETTING: 66 = SET IN ROCK OUTCROP
 GA0493_SP_SET: SET IN ROCK OUTCROP
 GA0493_STAMPING: M 102 1935
 GA0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0493+STABILITY: POSITION/ELEVATION WELL
 GA0493
 GA0493  HISTORY     - Date     Condition        Report By
 GA0493  HISTORY     - 1935     MONUMENTED       CGS
 GA0493  HISTORY     - 1960     GOOD             TVA
 GA0493
 GA0493                          STATION DESCRIPTION
 GA0493
 GA0493'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0493'1.1 MI SW FROM CHINQUAPIN GROVE.
 GA0493'1.1 MILES SOUTHWEST ALONG THE ELKANAH ROAD FROM THE CHURCH AT
 GA0493'CHINQUAPIN GROVE, SULLIVAN COUNTY, 160 YARDS NORTH OF GLOVERS
 GA0493'SPRING, 130 YARDS SOUTHWEST OF THE WEST SANFIELD RESIDENCE, 32
 GA0493'YARDS SOUTHEAST OF A SHARP CURVE, NEAR THE GLEN HOFFMAN RESIDENCE,
 GA0493'AT THE FOOT OF A HILL, AND IN THE TOP OF A LEDGE IN THE GLOVERS
 GA0493'SPRING TRAIL.  A STANDARD DISK, STAMPED M 102 1935.  NOTE-- MARK
 GA0493'MAY BE REACHED FROM ROAD JUNCTION AT HILLCREST, 11-E AND 19-E,
 GA0493'GO SOUTH ON 19-E, 2.2 MILES TO NEW ROAD LEFT, TURN EAST AND GO
 GA0493'2.9 MILES ALONG NEW ROAD TO SIDE ROAD RIGHT (SOUTHEAST) DOWN A
 GA0493'STEEP BANK, MARK IS APPROXIMATELY 150 FEET FROM MAIN ROAD AND 25
 GA0493'FEET SOUTH OF SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1199 ***********************************************************************
 FZ1199  DESIGNATION -  M 103
 FZ1199  PID         -  FZ1199
 FZ1199  STATE/COUNTY-  TN/SULLIVAN
 FZ1199  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1199
 FZ1199                         *CURRENT SURVEY CONTROL
 FZ1199  ___________________________________________________________________
 FZ1199* NAD 83(1986)-  36 35 01.     (N)    081 54 30.     (W)     SCALED    
 FZ1199* NAVD 88     -      1000.65   (+/-2cm)    3283.0    (feet)  VERTCON   
 FZ1199  ___________________________________________________________________
 FZ1199  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1199
 FZ1199  VERT ORDER  -  ? (See Below)
 FZ1199
 FZ1199.The horizontal coordinates were scaled from a topographic map and have
 FZ1199.an estimated accuracy of +/- 6 seconds.
 FZ1199
 FZ1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1199.The vertical order pertains to the NGVD 29 superseded value.
 FZ1199
 FZ1199.The geoid height was determined by GEOID03.
 FZ1199
 FZ1199;                    North         East    Units  Estimated Accuracy
 FZ1199;SPC TN       -   257,330.      966,090.      MT  (+/- 180 meters Scaled)
 FZ1199
 FZ1199                          SUPERSEDED SURVEY CONTROL
 FZ1199
 FZ1199  NGVD 29 (??/??/92) 1000.735  (m)         3283.24   (f) ADJ UNCH    ?  
 FZ1199
 FZ1199.Superseded values are not recommended for survey control.
 FZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1199.See file dsdata.txt to determine how the superseded data were derived.
 FZ1199
 FZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA187490(NAD 83)
 FZ1199_MARKER: DB = BENCH MARK DISK
 FZ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1199_STAMPING: M 103 1935
 FZ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1199+STABILITY: SURFACE MOTION
 FZ1199
 FZ1199  HISTORY     - Date     Condition        Report By
 FZ1199  HISTORY     - 1935     MONUMENTED       CGS
 FZ1199  HISTORY     - 1937     GOOD             TVA
 FZ1199
 FZ1199                          STATION DESCRIPTION
 FZ1199
 FZ1199'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1199'3 MI SE FROM OFFSET SCHOOL.
 FZ1199'3 MILES SOUTHEAST ALONG THE CRANDULL ROAD FROM OFFSET SCHOOL,
 FZ1199'SULLIVAN COUNTY, IN THE CHEROKEE NATIONAL FOREST, ON THE OUTSIDE
 FZ1199'OF A SHARP CURVE FROM WEST TO SOUTH (THE FIRST SHARP CURVE AFTER
 FZ1199'CROSSING A SERIES OF VALLEYS), 275 FEET WEST OF A 44-INCH CHESTNUT
 FZ1199'OAK TREE, 150 FEET NORTHEAST OF A 40-INCH CHESTNUT OAK TREE (TOP
 FZ1199'BROKEN OUT), 150 FEET WEST OF A CORRUGATED-IRON PIPE LINE UNDER
 FZ1199'THE ROAD, 60 FEET NORTHWEST OF A 26-INCH CHESTNUT OAK TREE AT THE
 FZ1199'POINT OF THE CURVE, 26.6 FEET NORTH OF A 10-INCH LEANING CHESTNUT
 FZ1199'OAK TREE, 3.3 FEET SOUTHWEST OF A 8-INCH RED OAK TREE, ON THE
 FZ1199'WEST SIDE OF THE ROAD, AND IN AN OLD GULLIED TRAIL CROSSING THE
 FZ1199'ROAD AT THE POINT OF THE CURVE.  A STANDARD DISK, STAMPED M 103
 FZ1199'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0990 ***********************************************************************
 FZ0990  DESIGNATION -  M 104
 FZ0990  PID         -  FZ0990
 FZ0990  STATE/COUNTY-  TN/JOHNSON
 FZ0990  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0990
 FZ0990                         *CURRENT SURVEY CONTROL
 FZ0990  ___________________________________________________________________
 FZ0990* NAD 83(1986)-  36 26 45.     (N)    081 47 57.     (W)     SCALED    
 FZ0990* NAVD 88     -       703.047  (meters)    2306.58   (feet)  ADJUSTED  
 FZ0990  ___________________________________________________________________
 FZ0990  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0990  DYNAMIC HT  -         702.337 (meters)    2304.25  (feet)  COMP
 FZ0990  MODELED GRAV-     979,599.2   (mgal)                       NAVD 88
 FZ0990
 FZ0990  VERT ORDER  -  SECOND    CLASS 0
 FZ0990
 FZ0990.The horizontal coordinates were scaled from a topographic map and have
 FZ0990.an estimated accuracy of +/- 6 seconds.
 FZ0990
 FZ0990.The orthometric height was determined by differential leveling
 FZ0990.and adjusted by the National Geodetic Survey in June 1991..
 FZ0990
 FZ0990.The geoid height was determined by GEOID03.
 FZ0990
 FZ0990.The dynamic height is computed by dividing the NAVD 88
 FZ0990.geopotential number by the normal gravity value computed on the
 FZ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0990.degrees latitude (g = 980.6199 gals.).
 FZ0990
 FZ0990.The modeled gravity was interpolated from observed gravity values.
 FZ0990
 FZ0990;                    North         East    Units  Estimated Accuracy
 FZ0990;SPC TN       -   242,470.      976,510.      MT  (+/- 180 meters Scaled)
 FZ0990
 FZ0990                          SUPERSEDED SURVEY CONTROL
 FZ0990
 FZ0990  NGVD 29 (??/??/92)  703.106  (m)         2306.77   (f) ADJ UNCH    2 0
 FZ0990
 FZ0990.Superseded values are not recommended for survey control.
 FZ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0990.See file dsdata.txt to determine how the superseded data were derived.
 FZ0990
 FZ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA283336(NAD 83)
 FZ0990_MARKER: DB = BENCH MARK DISK
 FZ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0990_STAMPING: M 104 1935
 FZ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0990+STABILITY: SURFACE MOTION
 FZ0990
 FZ0990  HISTORY     - Date     Condition        Report By
 FZ0990  HISTORY     - 1935     MONUMENTED       CGS
 FZ0990
 FZ0990                          STATION DESCRIPTION
 FZ0990
 FZ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0990'AT SHOUNS.
 FZ0990'AT SHOUNS, JOHNSON COUNTY, 25 YARDS NORTHEAST OF THE SOUTHERN
 FZ0990'RAILWAY STATION, 22 YARDS NORTH OF MILEPOST 126, 35 YARDS
 FZ0990'NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, 22 YARDS EAST
 FZ0990'OF THE EAST RAIL, 6 FEET NORTH OF A POLE, AND LEVEL WITH THE
 FZ0990'TRACK.  A STANDARD DISK, STAMPED M 104 1935 AND SET IN THE
 FZ0990'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0611 ***********************************************************************
 GA0611  DESIGNATION -  M 105
 GA0611  PID         -  GA0611
 GA0611  STATE/COUNTY-  TN/UNICOI
 GA0611  USGS QUAD   -  UNICOI (1978)
 GA0611
 GA0611                         *CURRENT SURVEY CONTROL
 GA0611  ___________________________________________________________________
 GA0611* NAD 83(1986)-  36 10 34.     (N)    082 17 32.     (W)     SCALED    
 GA0611* NAVD 88     -       675.623  (meters)    2216.61   (feet)  ADJUSTED  
 GA0611  ___________________________________________________________________
 GA0611  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA0611  DYNAMIC HT  -         674.908 (meters)    2214.26  (feet)  COMP
 GA0611  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 GA0611
 GA0611  VERT ORDER  -  SECOND    CLASS 0
 GA0611
 GA0611.The horizontal coordinates were scaled from a topographic map and have
 GA0611.an estimated accuracy of +/- 6 seconds.
 GA0611
 GA0611.The orthometric height was determined by differential leveling
 GA0611.and adjusted by the National Geodetic Survey in June 1991..
 GA0611
 GA0611.The geoid height was determined by GEOID03.
 GA0611
 GA0611.The dynamic height is computed by dividing the NAVD 88
 GA0611.geopotential number by the normal gravity value computed on the
 GA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0611.degrees latitude (g = 980.6199 gals.).
 GA0611
 GA0611.The modeled gravity was interpolated from observed gravity values.
 GA0611
 GA0611;                    North         East    Units  Estimated Accuracy
 GA0611;SPC TN       -   210,770.      933,470.      MT  (+/- 180 meters Scaled)
 GA0611
 GA0611                          SUPERSEDED SURVEY CONTROL
 GA0611
 GA0611  NGVD 29 (??/??/92)  675.685  (m)         2216.81   (f) ADJ UNCH    2 0
 GA0611
 GA0611.Superseded values are not recommended for survey control.
 GA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0611.See file dsdata.txt to determine how the superseded data were derived.
 GA0611
 GA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837042(NAD 83)
 GA0611_MARKER: DB = BENCH MARK DISK
 GA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0611_STAMPING: M 105 1935
 GA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0611+STABILITY: SURFACE MOTION
 GA0611
 GA0611  HISTORY     - Date     Condition        Report By
 GA0611  HISTORY     - 1935     MONUMENTED       CGS
 GA0611  HISTORY     - 1939     GOOD             TVA
 GA0611
 GA0611                          STATION DESCRIPTION
 GA0611
 GA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0611'2.1 MI NW FROM LIMESTONE COVE.
 GA0611'2.1 MILES NORTHWEST ALONG THE UNICOI ROAD FROM THE POST OFFICE
 GA0611'AT LIMESTONE COVE, UNICOI COUNTY, 0.5 MILE EAST OF A NARROW
 GA0611'CONCRETE BRIDGE OVER A CREEK, 0.1 MILE WEST OF A LOG CABIN, 24
 GA0611'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23 FEET NORTH OF A
 GA0611'DOUBLE SYCAMORE TREE AT THE EDGE OF A CREEK, 5 FEET EAST OF A
 GA0611'FENCE LINE, AND 6 INCHES LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0611'STAMPED M 105 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 GA0611'1939 REPORT--CHANGE DESCRIPTION TO READ-- WEST OF LOG CABIN,
 GA0611'23.7 FEET NORTH OF GRAVEL ROAD, 22.8 FEET SOUTH OF SYCAMORE TREE
 GA0611'ON EDGE OF CREEK.
 GA0611
 GA0611                          STATION RECOVERY (1939)
 GA0611
 GA0611'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1939
 GA0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0780 ***********************************************************************
 GA0780  DESIGNATION -  M 106
 GA0780  PID         -  GA0780
 GA0780  STATE/COUNTY-  TN/HAWKINS
 GA0780  USGS QUAD   -  MC CLOUD (1961)
 GA0780
 GA0780                         *CURRENT SURVEY CONTROL
 GA0780  ___________________________________________________________________
 GA0780* NAD 83(1986)-  36 20 24.     (N)    082 55 33.     (W)     SCALED    
 GA0780* NAVD 88     -       390.547  (meters)    1281.32   (feet)  ADJUSTED  
 GA0780  ___________________________________________________________________
 GA0780  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0780  DYNAMIC HT  -         390.190 (meters)    1280.15  (feet)  COMP
 GA0780  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GA0780
 GA0780  VERT ORDER  -  SECOND    CLASS 0
 GA0780
 GA0780.The horizontal coordinates were scaled from a topographic map and have
 GA0780.an estimated accuracy of +/- 6 seconds.
 GA0780
 GA0780.The orthometric height was determined by differential leveling
 GA0780.and adjusted by the National Geodetic Survey in June 1991..
 GA0780
 GA0780.The geoid height was determined by GEOID03.
 GA0780
 GA0780.The dynamic height is computed by dividing the NAVD 88
 GA0780.geopotential number by the normal gravity value computed on the
 GA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0780.degrees latitude (g = 980.6199 gals.).
 GA0780
 GA0780.The modeled gravity was interpolated from observed gravity values.
 GA0780
 GA0780;                    North         East    Units  Estimated Accuracy
 GA0780;SPC TN       -   226,980.      875,940.      MT  (+/- 180 meters Scaled)
 GA0780
 GA0780                          SUPERSEDED SURVEY CONTROL
 GA0780
 GA0780  NGVD 29 (??/??/92)  390.696  (m)         1281.81   (f) ADJ UNCH    2 0
 GA0780
 GA0780.Superseded values are not recommended for survey control.
 GA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0780.See file dsdata.txt to determine how the superseded data were derived.
 GA0780
 GA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA271233(NAD 83)
 GA0780_MARKER: DB = BENCH MARK DISK
 GA0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0780_STAMPING: M 106 1935
 GA0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0780+STABILITY: SURFACE MOTION
 GA0780
 GA0780  HISTORY     - Date     Condition        Report By
 GA0780  HISTORY     - 1935     MONUMENTED       CGS
 GA0780  HISTORY     - 1973     GOOD             TNDT
 GA0780
 GA0780                          STATION DESCRIPTION
 GA0780
 GA0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0780'2.9 MI S FROM STRAHL.
 GA0780'2.9 MILES SOUTH ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0780'HAWKINS COUNTY, 0.5 MILE NORTH OF THE W.H. CARTER STORE, 24 FEET
 GA0780'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN
 GA0780'THE HIGHWAY.  330 FEET SOUTH SOUTHWEST OF T ROAD EAST, 282 FEET
 GA0780'NORTHEAST OF NAIL AND BOTTLE CAP IN POWER POLE IN FIELD AND 3/4
 GA0780'FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0780'M 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0780
 GA0780                          STATION RECOVERY (1973)
 GA0780
 GA0780'RECOVERY NOTE BY TN DEPT OF TRANSP 1973
 GA0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0843 ***********************************************************************
 GA0843  DESIGNATION -  M 107
 GA0843  PID         -  GA0843
 GA0843  STATE/COUNTY-  TN/SULLIVAN
 GA0843  USGS QUAD   -  LOVELACE (1971)
 GA0843
 GA0843                         *CURRENT SURVEY CONTROL
 GA0843  ___________________________________________________________________
 GA0843* NAD 83(1986)-  36 25 52.     (N)    082 43 15.     (W)     SCALED    
 GA0843* NAVD 88     -       401.757  (meters)    1318.10   (feet)  ADJUSTED  
 GA0843  ___________________________________________________________________
 GA0843  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0843  DYNAMIC HT  -         401.388 (meters)    1316.89  (feet)  COMP
 GA0843  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 GA0843
 GA0843  VERT ORDER  -  SECOND    CLASS 0
 GA0843
 GA0843.The horizontal coordinates were scaled from a topographic map and have
 GA0843.an estimated accuracy of +/- 6 seconds.
 GA0843
 GA0843.The orthometric height was determined by differential leveling
 GA0843.and adjusted by the National Geodetic Survey in June 1991..
 GA0843
 GA0843.The geoid height was determined by GEOID03.
 GA0843
 GA0843.The dynamic height is computed by dividing the NAVD 88
 GA0843.geopotential number by the normal gravity value computed on the
 GA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0843.degrees latitude (g = 980.6199 gals.).
 GA0843
 GA0843.The modeled gravity was interpolated from observed gravity values.
 GA0843
 GA0843;                    North         East    Units  Estimated Accuracy
 GA0843;SPC TN       -   237,680.      893,990.      MT  (+/- 180 meters Scaled)
 GA0843
 GA0843                          SUPERSEDED SURVEY CONTROL
 GA0843
 GA0843  NGVD 29 (??/??/92)  401.902  (m)         1318.57   (f) ADJ UNCH    2 0
 GA0843
 GA0843.Superseded values are not recommended for survey control.
 GA0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0843.See file dsdata.txt to determine how the superseded data were derived.
 GA0843
 GA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA457331(NAD 83)
 GA0843_MARKER: DB = BENCH MARK DISK
 GA0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0843_STAMPING: M 107 1935
 GA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0843+STABILITY: SURFACE MOTION
 GA0843
 GA0843  HISTORY     - Date     Condition        Report By
 GA0843  HISTORY     - 1935     MONUMENTED       CGS
 GA0843
 GA0843                          STATION DESCRIPTION
 GA0843
 GA0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0843'2.7 MI W FROM BLAIR GAP.
 GA0843'2.7 MILES WEST ALONG THE BEECH CREEK ROAD FROM THE TENNESSEE AND
 GA0843'EASTMAN RAILROAD AT BLAIR GAP, SULLIVAN COUNTY, DIRECTLY IN FRONT
 GA0843'OF THE MOUNT CARAMA CHURCH, 6 YARDS SOUTH OF THE CENTERLINE OF
 GA0843'THE ROAD, 6 YARDS WEST OF A T-ROAD, AND LEVEL WITH THE ROAD.  A
 GA0843'STANDARD DISK, STAMPED M 107 1935 AND SET IN THE TOP OF A CONCRETE
 GA0843'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0547 ***********************************************************************
 GA0547  DESIGNATION -  M 108
 GA0547  PID         -  GA0547
 GA0547  STATE/COUNTY-  TN/WASHINGTON
 GA0547  USGS QUAD   -  JONESBOROUGH (1968)
 GA0547
 GA0547                         *CURRENT SURVEY CONTROL
 GA0547  ___________________________________________________________________
 GA0547* NAD 83(1986)-  36 22 01.     (N)    082 27 37.     (W)     SCALED    
 GA0547* NAVD 88     -       500.724  (meters)    1642.79   (feet)  ADJUSTED  
 GA0547  ___________________________________________________________________
 GA0547  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0547  DYNAMIC HT  -         500.252 (meters)    1641.24  (feet)  COMP
 GA0547  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 GA0547
 GA0547  VERT ORDER  -  SECOND    CLASS 0
 GA0547
 GA0547.The horizontal coordinates were scaled from a topographic map and have
 GA0547.an estimated accuracy of +/- 6 seconds.
 GA0547
 GA0547.The orthometric height was determined by differential leveling
 GA0547.and adjusted by the National Geodetic Survey in June 1991..
 GA0547
 GA0547.The geoid height was determined by GEOID03.
 GA0547
 GA0547.The dynamic height is computed by dividing the NAVD 88
 GA0547.geopotential number by the normal gravity value computed on the
 GA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0547.degrees latitude (g = 980.6199 gals.).
 GA0547
 GA0547.The modeled gravity was interpolated from observed gravity values.
 GA0547
 GA0547;                    North         East    Units  Estimated Accuracy
 GA0547;SPC TN       -   231,380.      917,600.      MT  (+/- 180 meters Scaled)
 GA0547
 GA0547                          SUPERSEDED SURVEY CONTROL
 GA0547
 GA0547  NGVD 29 (??/??/92)  500.869  (m)         1643.27   (f) ADJ UNCH    2 0
 GA0547
 GA0547.Superseded values are not recommended for survey control.
 GA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0547.See file dsdata.txt to determine how the superseded data were derived.
 GA0547
 GA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA689256(NAD 83)
 GA0547_MARKER: DB = BENCH MARK DISK
 GA0547_SETTING: 66 = SET IN ROCK OUTCROP
 GA0547_SP_SET: SET IN ROCK OUTCROP
 GA0547_STAMPING: M 108 1935
 GA0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0547+STABILITY: POSITION/ELEVATION WELL
 GA0547
 GA0547  HISTORY     - Date     Condition        Report By
 GA0547  HISTORY     - 1935     MONUMENTED       CGS
 GA0547
 GA0547                          STATION DESCRIPTION
 GA0547
 GA0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0547'1.4 MI W FROM BOONE.
 GA0547'1.4 MILES WEST ALONG A COUNTY ROAD LEADING TO COUNTY HIGHWAY
 GA0547'508 FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT
 GA0547'BOONE, WASHINGTON COUNTY, 42 FEET NORTH OF THE CENTERLINE OF THE
 GA0547'ROAD, 21 FEET EAST OF A WIRE FENCE, 11 FEET EAST OF A DOUBLE
 GA0547'BLACK WALNUT TREE, 10 FEET NORTH OF ANOTHER WIRE FENCE, IN A
 GA0547'LARGE ROCK OUTCROP, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD
 GA0547'DISK, STAMPED M 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0207 ***********************************************************************
 GA0207  DESIGNATION -  M 109
 GA0207  PID         -  GA0207
 GA0207  STATE/COUNTY-  TN/SULLIVAN
 GA0207  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0207
 GA0207                         *CURRENT SURVEY CONTROL
 GA0207  ___________________________________________________________________
 GA0207* NAD 83(1986)-  36 31 19.     (N)    082 18 10.     (W)     SCALED    
 GA0207* NAVD 88     -       462.284  (meters)    1516.68   (feet)  ADJUSTED  
 GA0207  ___________________________________________________________________
 GA0207  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0207  DYNAMIC HT  -         461.857 (meters)    1515.28  (feet)  COMP
 GA0207  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 GA0207
 GA0207  VERT ORDER  -  SECOND    CLASS 0
 GA0207
 GA0207.The horizontal coordinates were scaled from a topographic map and have
 GA0207.an estimated accuracy of +/- 6 seconds.
 GA0207
 GA0207.The orthometric height was determined by differential leveling
 GA0207.and adjusted by the National Geodetic Survey in June 1991..
 GA0207
 GA0207.The geoid height was determined by GEOID03.
 GA0207
 GA0207.The dynamic height is computed by dividing the NAVD 88
 GA0207.geopotential number by the normal gravity value computed on the
 GA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0207.degrees latitude (g = 980.6199 gals.).
 GA0207
 GA0207.The modeled gravity was interpolated from observed gravity values.
 GA0207
 GA0207;                    North         East    Units  Estimated Accuracy
 GA0207;SPC TN       -   249,090.      931,070.      MT  (+/- 180 meters Scaled)
 GA0207
 GA0207                          SUPERSEDED SURVEY CONTROL
 GA0207
 GA0207  NGVD 29 (??/??/92)  462.437  (m)         1517.18   (f) ADJ UNCH    2 0
 GA0207
 GA0207.Superseded values are not recommended for survey control.
 GA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0207.See file dsdata.txt to determine how the superseded data were derived.
 GA0207
 GA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA833426(NAD 83)
 GA0207_MARKER: DB = BENCH MARK DISK
 GA0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0207_SP_SET: BRIDGE
 GA0207_STAMPING: M 109 1935
 GA0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0207
 GA0207  HISTORY     - Date     Condition        Report By
 GA0207  HISTORY     - 1935     MONUMENTED       CGS
 GA0207
 GA0207                          STATION DESCRIPTION
 GA0207
 GA0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0207'1.8 MI S FROM BLOUNTVILLE.
 GA0207'1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 GA0207'BLOUNTVILLE, SULLIVAN COUNTY, 75 YARDS SOUTHEAST OF THE DOLLY
 GA0207'CHRISTIANS FRAME HOUSE, AT A BRIDGE OVER EVANS CREEK, IN THE TOP
 GA0207'OF THE EAST END OF THE NORTH ABUTMENT, 13 FEET EAST OF THE
 GA0207'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0207'DISK, STAMPED M 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0033 ***********************************************************************
 GA0033  DESIGNATION -  M 11
 GA0033  PID         -  GA0033
 GA0033  STATE/COUNTY-  TN/SULLIVAN
 GA0033  USGS QUAD   -  BRISTOL (1991)
 GA0033
 GA0033                         *CURRENT SURVEY CONTROL
 GA0033  ___________________________________________________________________
 GA0033* NAD 83(1986)-  36 31 54.     (N)    082 12 09.     (W)     SCALED    
 GA0033* NAVD 88     -       460.815  (meters)    1511.86   (feet)  ADJUSTED  
 GA0033  ___________________________________________________________________
 GA0033  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0033  DYNAMIC HT  -         460.394 (meters)    1510.48  (feet)  COMP
 GA0033  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA0033
 GA0033  VERT ORDER  -  FIRST     CLASS II
 GA0033
 GA0033.The horizontal coordinates were scaled from a topographic map and have
 GA0033.an estimated accuracy of +/- 6 seconds.
 GA0033
 GA0033.The orthometric height was determined by differential leveling
 GA0033.and adjusted by the National Geodetic Survey in June 1991..
 GA0033
 GA0033.The geoid height was determined by GEOID03.
 GA0033
 GA0033.The dynamic height is computed by dividing the NAVD 88
 GA0033.geopotential number by the normal gravity value computed on the
 GA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0033.degrees latitude (g = 980.6199 gals.).
 GA0033
 GA0033.The modeled gravity was interpolated from observed gravity values.
 GA0033
 GA0033;                    North         East    Units  Estimated Accuracy
 GA0033;SPC TN       -   250,510.      940,010.      MT  (+/- 180 meters Scaled)
 GA0033
 GA0033                          SUPERSEDED SURVEY CONTROL
 GA0033
 GA0033  NGVD 29 (??/??/92)  460.969  (m)         1512.36   (f) ADJ UNCH    1 2
 GA0033
 GA0033.Superseded values are not recommended for survey control.
 GA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0033.See file dsdata.txt to determine how the superseded data were derived.
 GA0033
 GA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA923435(NAD 83)
 GA0033_MARKER: DB = BENCH MARK DISK
 GA0033_SETTING: 66 = SET IN ROCK OUTCROP
 GA0033_SP_SET: ROCK LEDGE
 GA0033_STAMPING: 1512.563 M 11 1933
 GA0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0033+STABILITY: POSITION/ELEVATION WELL
 GA0033
 GA0033  HISTORY     - Date     Condition        Report By
 GA0033  HISTORY     - 1933     MONUMENTED       CGS
 GA0033  HISTORY     - 1960     GOOD             TVA
 GA0033
 GA0033                          STATION DESCRIPTION
 GA0033
 GA0033'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0033'5.4 MI S FROM BRISTOL.
 GA0033'5.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0033'SULLIVAN COUNTY, 795 YARDS SOUTH OF MILEPOST 5, IN A FIELD, 80
 GA0033'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET LOWER THAN THE RAIL,
 GA0033'AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED
 GA0033'1512.563 M 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0486 ***********************************************************************
 GA0486  DESIGNATION -  M 110
 GA0486  PID         -  GA0486
 GA0486  STATE/COUNTY-  TN/SULLIVAN
 GA0486  USGS QUAD   -  KEENBURG (1960)
 GA0486
 GA0486                         *CURRENT SURVEY CONTROL
 GA0486  ___________________________________________________________________
 GA0486* NAD 83(1986)-  36 29 27.     (N)    082 08 03.     (W)     SCALED    
 GA0486* NAVD 88     -       482.528  (meters)    1583.09   (feet)  ADJUSTED  
 GA0486  ___________________________________________________________________
 GA0486  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0486  DYNAMIC HT  -         482.078 (meters)    1581.62  (feet)  COMP
 GA0486  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 GA0486
 GA0486  VERT ORDER  -  SECOND    CLASS 0
 GA0486
 GA0486.The horizontal coordinates were scaled from a topographic map and have
 GA0486.an estimated accuracy of +/- 6 seconds.
 GA0486
 GA0486.The orthometric height was determined by differential leveling
 GA0486.and adjusted by the National Geodetic Survey in June 1991..
 GA0486
 GA0486.The geoid height was determined by GEOID03.
 GA0486
 GA0486.The dynamic height is computed by dividing the NAVD 88
 GA0486.geopotential number by the normal gravity value computed on the
 GA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0486.degrees latitude (g = 980.6199 gals.).
 GA0486
 GA0486.The modeled gravity was interpolated from observed gravity values.
 GA0486
 GA0486;                    North         East    Units  Estimated Accuracy
 GA0486;SPC TN       -   246,220.      946,300.      MT  (+/- 180 meters Scaled)
 GA0486
 GA0486                          SUPERSEDED SURVEY CONTROL
 GA0486
 GA0486  NGVD 29 (??/??/92)  482.653  (m)         1583.50   (f) ADJ UNCH    2 0
 GA0486
 GA0486.Superseded values are not recommended for survey control.
 GA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0486.See file dsdata.txt to determine how the superseded data were derived.
 GA0486
 GA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA984389(NAD 83)
 GA0486_MARKER: DB = BENCH MARK DISK
 GA0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0486_STAMPING: M 110 1934
 GA0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0486+STABILITY: SURFACE MOTION
 GA0486
 GA0486  HISTORY     - Date     Condition        Report By
 GA0486  HISTORY     - 1934     MONUMENTED       CGS
 GA0486
 GA0486                          STATION DESCRIPTION
 GA0486
 GA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0486'0.8 MI NE FROM HICKORY TREE.
 GA0486'0.8 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM HICKORY
 GA0486'TREE, SULLIVAN COUNTY, 0.8 MILE SOUTHEAST ALONG THE MERRILL CREEK
 GA0486'ROAD, 10 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING SOUTH, 17
 GA0486'FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD, AND 1 FOOT
 GA0486'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED M 110 1934 AND
 GA0486'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0667 ***********************************************************************
 GA0667  DESIGNATION -  M 112
 GA0667  PID         -  GA0667
 GA0667  STATE/COUNTY-  TN/UNICOI
 GA0667  USGS QUAD   -  CHESTOA (1978)
 GA0667
 GA0667                         *CURRENT SURVEY CONTROL
 GA0667  ___________________________________________________________________
 GA0667* NAD 83(1986)-  36 02 28.     (N)    082 28 22.     (W)     SCALED    
 GA0667* NAVD 88     -       826.38   (+/-2cm)    2711.2    (feet)  VERTCON   
 GA0667  ___________________________________________________________________
 GA0667  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA0667
 GA0667  VERT ORDER  -  ? (See Below)
 GA0667
 GA0667.The horizontal coordinates were scaled from a topographic map and have
 GA0667.an estimated accuracy of +/- 6 seconds.
 GA0667
 GA0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0667.The vertical order pertains to the NGVD 29 superseded value.
 GA0667
 GA0667.The geoid height was determined by GEOID03.
 GA0667
 GA0667;                    North         East    Units  Estimated Accuracy
 GA0667;SPC TN       -   195,200.      917,780.      MT  (+/- 180 meters Scaled)
 GA0667
 GA0667                          SUPERSEDED SURVEY CONTROL
 GA0667
 GA0667  NGVD 29 (??/??/92)  826.477  (m)         2711.53   (f) ADJ UNCH    ?  
 GA0667
 GA0667.Superseded values are not recommended for survey control.
 GA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0667.See file dsdata.txt to determine how the superseded data were derived.
 GA0667
 GA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV673895(NAD 83)
 GA0667_MARKER: DB = BENCH MARK DISK
 GA0667_SETTING: 66 = SET IN ROCK OUTCROP
 GA0667_SP_SET: SET IN ROCK OUTCROP
 GA0667_STAMPING: M 112 1935
 GA0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0667+STABILITY: POSITION/ELEVATION WELL
 GA0667
 GA0667  HISTORY     - Date     Condition        Report By
 GA0667  HISTORY     - 1935     MONUMENTED       CGS
 GA0667  HISTORY     - 1938     GOOD             TVA
 GA0667
 GA0667                          STATION DESCRIPTION
 GA0667
 GA0667'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0667'4.1 MI SE FROM ERNESTVILLE.
 GA0667'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0667'UNICOI COUNTY, ON THE PROPERTY OF THE CHEROKEE NATIONAL FOREST,
 GA0667'175 FEET SOUTHEAST OF A 25-FOOT FALL IN SPIVEY CREEK, AT A
 GA0667'10-FOOT FALL IN THE CREEK, 52 FEET SOUTHEAST OF A HIGHWAY CURVE
 GA0667'SIGN, 24.4 FEET NORTHWEST OF A 2-INCH LOCUST TREE, 21 FEET
 GA0667'SOUTHWEST OF THE HIGHWAY, 20 FEET NORTHEAST OF SPIVEY CREEK,
 GA0667'AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 GA0667'M 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0900 ***********************************************************************
 GA0900  DESIGNATION -  M 114
 GA0900  PID         -  GA0900
 GA0900  STATE/COUNTY-  TN/GREENE
 GA0900  USGS QUAD   -  CEDAR CREEK (1980)
 GA0900
 GA0900                         *CURRENT SURVEY CONTROL
 GA0900  ___________________________________________________________________
 GA0900* NAD 83(1986)-  36 02 49.     (N)    082 59 00.     (W)     SCALED    
 GA0900* NAVD 88     -       377.991  (meters)    1240.13   (feet)  ADJUSTED  
 GA0900  ___________________________________________________________________
 GA0900  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0900  DYNAMIC HT  -         377.630 (meters)    1238.94  (feet)  COMP
 GA0900  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 GA0900
 GA0900  VERT ORDER  -  SECOND    CLASS 0
 GA0900
 GA0900.The horizontal coordinates were scaled from a topographic map and have
 GA0900.an estimated accuracy of +/- 6 seconds.
 GA0900
 GA0900.The orthometric height was determined by differential leveling
 GA0900.and adjusted by the National Geodetic Survey in June 1991..
 GA0900
 GA0900.The geoid height was determined by GEOID03.
 GA0900
 GA0900.The dynamic height is computed by dividing the NAVD 88
 GA0900.geopotential number by the normal gravity value computed on the
 GA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0900.degrees latitude (g = 980.6199 gals.).
 GA0900
 GA0900.The modeled gravity was interpolated from observed gravity values.
 GA0900
 GA0900;                    North         East    Units  Estimated Accuracy
 GA0900;SPC TN       -   194,310.      871,780.      MT  (+/- 180 meters Scaled)
 GA0900
 GA0900                          SUPERSEDED SURVEY CONTROL
 GA0900
 GA0900  NGVD 29 (??/??/92)  378.141  (m)         1240.62   (f) ADJ UNCH    2 0
 GA0900
 GA0900.Superseded values are not recommended for survey control.
 GA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0900.See file dsdata.txt to determine how the superseded data were derived.
 GA0900
 GA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV213909(NAD 83)
 GA0900_MARKER: DB = BENCH MARK DISK
 GA0900_SETTING: 66 = SET IN ROCK OUTCROP
 GA0900_SP_SET: LIMESTONE OUTCROP
 GA0900_STAMPING: M 114 1935
 GA0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0900+STABILITY: POSITION/ELEVATION WELL
 GA0900
 GA0900  HISTORY     - Date     Condition        Report By
 GA0900  HISTORY     - 1935     MONUMENTED       CGS
 GA0900  HISTORY     - 1950     GOOD             TVA
 GA0900
 GA0900                          STATION DESCRIPTION
 GA0900
 GA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0900'AT CANEY BRANCH.
 GA0900'AT CANEY BRANCH, GREENE COUNTY, AT THE JUNCTION OF U.S. HIGHWAY
 GA0900'411 AND THE WARRENSBURG HIGHWAY, 67 FEET EAST OF THE CENTERLINE
 GA0900'OF THE WARRENSBURG HIGHWAY, 69 FEET SOUTHEAST OF THE CENTERLINE
 GA0900'OF U.S. HIGHWAY 411, 17 FEET NORTHEAST OF THE LYNN RESIDENCE, 11.3
 GA0900'FEET SOUTHEAST OF A PUMP, ON THE TOP OF THE NORTHWEST END OF A
 GA0900'LIMESTONE OUTCROP, AND 10 FEET HIGHER THAN THE HIGHWAY.  A
 GA0900'STANDARD DISK, STAMPED M 114 1935.
 GA0900
 GA0900                          STATION RECOVERY (1950)
 GA0900
 GA0900'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0692 ***********************************************************************
 GA0692  DESIGNATION -  M 115
 GA0692  PID         -  GA0692
 GA0692  STATE/COUNTY-  TN/GREENE
 GA0692  USGS QUAD   -  GREYSTONE (1978)
 GA0692
 GA0692                         *CURRENT SURVEY CONTROL
 GA0692  ___________________________________________________________________
 GA0692* NAD 83(1986)-  36 06 01.     (N)    082 42 26.     (W)     SCALED    
 GA0692* NAVD 88     -       481.374  (meters)    1579.31   (feet)  ADJUSTED  
 GA0692  ___________________________________________________________________
 GA0692  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0692  DYNAMIC HT  -         480.906 (meters)    1577.77  (feet)  COMP
 GA0692  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 GA0692
 GA0692  VERT ORDER  -  SECOND    CLASS 0
 GA0692
 GA0692.The horizontal coordinates were scaled from a topographic map and have
 GA0692.an estimated accuracy of +/- 6 seconds.
 GA0692
 GA0692.The orthometric height was determined by differential leveling
 GA0692.and adjusted by the National Geodetic Survey in June 1991..
 GA0692
 GA0692.The geoid height was determined by GEOID03.
 GA0692
 GA0692.The dynamic height is computed by dividing the NAVD 88
 GA0692.geopotential number by the normal gravity value computed on the
 GA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0692.degrees latitude (g = 980.6199 gals.).
 GA0692
 GA0692.The modeled gravity was interpolated from observed gravity values.
 GA0692
 GA0692;                    North         East    Units  Estimated Accuracy
 GA0692;SPC TN       -   201,030.      896,450.      MT  (+/- 180 meters Scaled)
 GA0692
 GA0692                          SUPERSEDED SURVEY CONTROL
 GA0692
 GA0692  NGVD 29 (??/??/92)  481.495  (m)         1579.70   (f) ADJ UNCH    2 0
 GA0692
 GA0692.Superseded values are not recommended for survey control.
 GA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0692.See file dsdata.txt to determine how the superseded data were derived.
 GA0692
 GA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV463964(NAD 83)
 GA0692_MARKER: DB = BENCH MARK DISK
 GA0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0692_STAMPING: M 115 1935
 GA0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0692+STABILITY: SURFACE MOTION
 GA0692
 GA0692  HISTORY     - Date     Condition        Report By
 GA0692  HISTORY     - 1935     MONUMENTED       CGS
 GA0692  HISTORY     - 1955     POOR             NGS
 GA0692
 GA0692                          STATION DESCRIPTION
 GA0692
 GA0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0692'6.1 MI SE FROM JONES BRIDGE.
 GA0692'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH
 GA0692'END OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE
 GA0692'3.8 MILES EAST ALONG A PAVED ROAD, 0.2 MILE SOUTHWEST OF A LOG
 GA0692'CHURCH, 90 YARDS SOUTH OF THE BRUCE HASLEY RESIDENCE, AT GREYSTONE
 GA0692'SCHOOL, 30 YARDS NORTH OF THE NORTH CORNER OF THE SCHOOL HOUSE,
 GA0692'43 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 27 FEET WEST
 GA0692'OF A 30-INCH WALNUT TREE, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0692'DISK, STAMPED M 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0692'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1021 ***********************************************************************
 GA1021  DESIGNATION -  M 117
 GA1021  PID         -  GA1021
 GA1021  STATE/COUNTY-  TN/GREENE
 GA1021  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1021
 GA1021                         *CURRENT SURVEY CONTROL
 GA1021  ___________________________________________________________________
 GA1021* NAD 83(1986)-  36 06 20.     (N)    082 50 14.     (W)     SCALED    
 GA1021* NAVD 88     -       419.164  (meters)    1375.21   (feet)  ADJUSTED  
 GA1021  ___________________________________________________________________
 GA1021  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1021  DYNAMIC HT  -         418.763 (meters)    1373.89  (feet)  COMP
 GA1021  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 GA1021
 GA1021  VERT ORDER  -  SECOND    CLASS 0
 GA1021
 GA1021.The horizontal coordinates were scaled from a topographic map and have
 GA1021.an estimated accuracy of +/- 6 seconds.
 GA1021
 GA1021.The orthometric height was determined by differential leveling
 GA1021.and adjusted by the National Geodetic Survey in June 1991..
 GA1021
 GA1021.The geoid height was determined by GEOID03.
 GA1021
 GA1021.The dynamic height is computed by dividing the NAVD 88
 GA1021.geopotential number by the normal gravity value computed on the
 GA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1021.degrees latitude (g = 980.6199 gals.).
 GA1021
 GA1021.The modeled gravity was interpolated from observed gravity values.
 GA1021
 GA1021;                    North         East    Units  Estimated Accuracy
 GA1021;SPC TN       -   201,230.      884,730.      MT  (+/- 180 meters Scaled)
 GA1021
 GA1021                          SUPERSEDED SURVEY CONTROL
 GA1021
 GA1021  NGVD 29 (??/??/92)  419.285  (m)         1375.60   (f) ADJ UNCH    2 0
 GA1021
 GA1021.Superseded values are not recommended for survey control.
 GA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1021.See file dsdata.txt to determine how the superseded data were derived.
 GA1021
 GA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV346972(NAD 83)
 GA1021_MARKER: DB = BENCH MARK DISK
 GA1021_SETTING: 66 = SET IN ROCK OUTCROP
 GA1021_SP_SET: ROCK OUTCROP
 GA1021_STAMPING: M 117 1935
 GA1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1021+STABILITY: POSITION/ELEVATION WELL
 GA1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1021+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA1021
 GA1021  HISTORY     - Date     Condition        Report By
 GA1021  HISTORY     - 1935     MONUMENTED       CGS
 GA1021  HISTORY     - 1950     GOOD             TVA
 GA1021  HISTORY     - 20041214 GOOD             TVA
 GA1021
 GA1021                          STATION DESCRIPTION
 GA1021
 GA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1021'1.7 MI N FROM DAVY CROCKETT LAKE.
 GA1021'1.7 MILES NORTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1021'BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE COUNTY, AT THE U.S.
 GA1021'TABACCO EXPERIMENTAL STATION, 800 FEET SOUTH OF THE CENTER OF THE
 GA1021'INTERSECTION OF A ROAD LEADING TO THE EXPERIMENTAL STATION
 GA1021'NORTHWEST, 120 YARDS WEST OF THE GRADY SAMS RESIDENCE, AT THE
 GA1021'BEN DAVIS RESIDENCE, 33 YARDS S.E. OF THE SOUTHEAST CORNER OF
 GA1021'THE HOUSE, 19 YARDS WEST OF THE CENTERLINE OF THE ROAD, 21 YARDS
 GA1021'SOUTHWEST OF A NORTHEAST FENCE CORNER, IN THE TOP OF A ROCK
 GA1021'OUTCROP, 4.5 YARDS SOUTHWEST OF A 6-INCH CEDAR TREE, 2 FEET LOWER
 GA1021'THAN THE ROAD, 155 FEET NORTHEAST OF CONCRETE WATER TANK AND 26
 GA1021'FEET SOUTHWEST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1021'M 117 1935.
 GA1021
 GA1021                          STATION RECOVERY (1950)
 GA1021
 GA1021'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1021'RECOVERED IN GOOD CONDITION.
 GA1021
 GA1021                          STATION RECOVERY (2004)
 GA1021
 GA1021'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA1021'UPDATED LAT N36 06 20.0  W082 50 13.7 WITH HANDHELD GARMIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1963 ***********************************************************************
 GA1963  DESIGNATION -  M 118
 GA1963  PID         -  GA1963
 GA1963  STATE/COUNTY-  TN/COCKE
 GA1963  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1963
 GA1963                         *CURRENT SURVEY CONTROL
 GA1963  ___________________________________________________________________
 GA1963* NAD 83(1986)-  36 02 03.     (N)    083 02 01.     (W)     SCALED    
 GA1963* NAVD 88     -       395.02   (+/-2cm)    1296.0    (feet)  VERTCON   
 GA1963  ___________________________________________________________________
 GA1963  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1963
 GA1963  VERT ORDER  -  ? (See Below)
 GA1963
 GA1963.The horizontal coordinates were scaled from a topographic map and have
 GA1963.an estimated accuracy of +/- 6 seconds.
 GA1963
 GA1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1963.The vertical order pertains to the NGVD 29 superseded value.
 GA1963
 GA1963.The geoid height was determined by GEOID03.
 GA1963
 GA1963;                    North         East    Units  Estimated Accuracy
 GA1963;SPC TN       -   192,760.      867,290.      MT  (+/- 180 meters Scaled)
 GA1963
 GA1963                          SUPERSEDED SURVEY CONTROL
 GA1963
 GA1963  NGVD 29 (??/??/92)  395.170  (m)         1296.49   (f) ADJ UNCH    ?  
 GA1963
 GA1963.Superseded values are not recommended for survey control.
 GA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1963.See file dsdata.txt to determine how the superseded data were derived.
 GA1963
 GA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV167896(NAD 83)
 GA1963_MARKER: DB = BENCH MARK DISK
 GA1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1963+STABILITY: SURFACE MOTION
 GA1963
 GA1963  HISTORY     - Date     Condition        Report By
 GA1963  HISTORY     - UNK      MONUMENTED       CGS
 GA1963  HISTORY     - 1937     GOOD             TVA
 GA1963
 GA1963                          STATION DESCRIPTION
 GA1963
 GA1963'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1963'11.2 MI NE FROM NEWPORT.
 GA1963'11.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 GA1963'COUNTY, 1 MILE NORTHEAST OF SALEM, AT THE GEORGE MONEYHAM
 GA1963'RESIDENCE, 23.4 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 GA1963'25 FEET NORTHEAST OF CONCRETE WALK, 15.1 FEET SOUTHWEST OF A FENCE
 GA1963'CORNER, 6 FEET NORTHEAST OF A GROVE OF MAPLE TREES, 13 FEET
 GA1963'SOUTHEAST OF THE HIGHWAY, 2 FEET NORTHWEST OF A PICKET FENCE,
 GA1963'31.4 FEET NORTH-NORTHWEST OF RESIDENCE OF CONRAD NEASAND, LOCATED
 GA1963'IN FRONT YARD, 15 FEET SOUTHWEST OF NORTHWEST CORNER OF GARDEN
 GA1963'FENCE, 14 FEET SOUTHWEST OF SIGNPOST OF CEDAR ROW FARM AND 8 FEET
 GA1963'NORTH OF A 24 IN SILVER POPLAR TREE.  A STANDARD DISK, SET IN THE
 GA1963'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1954 ***********************************************************************
 GA1954  DESIGNATION -  M 119
 GA1954  PID         -  GA1954
 GA1954  STATE/COUNTY-  TN/COCKE
 GA1954  USGS QUAD   -  RANKIN (1980)
 GA1954
 GA1954                         *CURRENT SURVEY CONTROL
 GA1954  ___________________________________________________________________
 GA1954* NAD 83(1986)-  36 06 23.     (N)    083 09 48.     (W)     SCALED    
 GA1954* NAVD 88     -       331.502  (meters)    1087.60   (feet)  ADJUSTED  
 GA1954  ___________________________________________________________________
 GA1954  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1954  DYNAMIC HT  -         331.193 (meters)    1086.59  (feet)  COMP
 GA1954  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA1954
 GA1954  VERT ORDER  -  SECOND    CLASS 0
 GA1954
 GA1954.The horizontal coordinates were scaled from a topographic map and have
 GA1954.an estimated accuracy of +/- 6 seconds.
 GA1954
 GA1954.The orthometric height was determined by differential leveling
 GA1954.and adjusted by the National Geodetic Survey in June 1991..
 GA1954
 GA1954.The geoid height was determined by GEOID03.
 GA1954
 GA1954.The dynamic height is computed by dividing the NAVD 88
 GA1954.geopotential number by the normal gravity value computed on the
 GA1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1954.degrees latitude (g = 980.6199 gals.).
 GA1954
 GA1954.The modeled gravity was interpolated from observed gravity values.
 GA1954
 GA1954;                    North         East    Units  Estimated Accuracy
 GA1954;SPC TN       -   200,420.      855,370.      MT  (+/- 180 meters Scaled)
 GA1954
 GA1954                          SUPERSEDED SURVEY CONTROL
 GA1954
 GA1954  NGVD 29 (??/??/92)  331.654  (m)         1088.10   (f) ADJ UNCH    2 0
 GA1954
 GA1954.Superseded values are not recommended for survey control.
 GA1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1954.See file dsdata.txt to determine how the superseded data were derived.
 GA1954
 GA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV052979(NAD 83)
 GA1954_MARKER: DB = BENCH MARK DISK
 GA1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1954_STAMPING: M 119 1935
 GA1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1954+STABILITY: SURFACE MOTION
 GA1954
 GA1954  HISTORY     - Date     Condition        Report By
 GA1954  HISTORY     - 1935     MONUMENTED       CGS
 GA1954  HISTORY     - 1971     GOOD             TNDT
 GA1954
 GA1954                          STATION DESCRIPTION
 GA1954
 GA1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1954'6 MI NE FROM RANKIN.
 GA1954'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1954'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E, 76 YARDS NORTH
 GA1954'OF J.W. ACUFF HOME, 77 FEET SOUTHEAST OF THE CENTERLINE OF
 GA1954'ROAD INTERSECTION, 62 FEET SOUTHEAST OF A LARGE BARN, 74 FEET
 GA1954'SOUTH-SOUTHWEST OF A RED PUMP, 27 FEET SOUTHWEST OF POWER POLE,
 GA1954'AND 2.3 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD
 GA1954'DISK STAMPED, M 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1954
 GA1954                          STATION RECOVERY (1971)
 GA1954
 GA1954'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1954'HWY 25 E NOW SR 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1109 ***********************************************************************
 FB1109  DESIGNATION -  M 121
 FB1109  PID         -  FB1109
 FB1109  STATE/COUNTY-  TN/COCKE
 FB1109  USGS QUAD   -  PAINT ROCK (1991)
 FB1109
 FB1109                         *CURRENT SURVEY CONTROL
 FB1109  ___________________________________________________________________
 FB1109* NAD 83(1986)-  35 56 03.     (N)    082 58 53.     (W)     SCALED    
 FB1109* NAVD 88     -       393.38   (+/-2cm)    1290.6    (feet)  VERTCON   
 FB1109  ___________________________________________________________________
 FB1109  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1109
 FB1109  VERT ORDER  -  ? (See Below)
 FB1109
 FB1109.The horizontal coordinates were scaled from a topographic map and have
 FB1109.an estimated accuracy of +/- 6 seconds.
 FB1109
 FB1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1109.The vertical order pertains to the NGVD 29 superseded value.
 FB1109
 FB1109.The geoid height was determined by GEOID03.
 FB1109
 FB1109;                    North         East    Units  Estimated Accuracy
 FB1109;SPC TN       -   181,810.      872,340.      MT  (+/- 180 meters Scaled)
 FB1109
 FB1109                          SUPERSEDED SURVEY CONTROL
 FB1109
 FB1109  NGVD 29 (??/??/92)  393.515  (m)         1291.06   (f) ADJ UNCH    ?  
 FB1109
 FB1109.Superseded values are not recommended for survey control.
 FB1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1109.See file dsdata.txt to determine how the superseded data were derived.
 FB1109
 FB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV212784(NAD 83)
 FB1109_MARKER: DB = BENCH MARK DISK
 FB1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1109_SP_SET: BRIDGE
 FB1109_STAMPING: M 121 1935
 FB1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1109
 FB1109  HISTORY     - Date     Condition        Report By
 FB1109  HISTORY     - 1935     MONUMENTED       CGS
 FB1109  HISTORY     - 1955     GOOD             NGS
 FB1109
 FB1109                          STATION DESCRIPTION
 FB1109
 FB1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1109'2.9 MI NW FROM WOLF CREEK.
 FB1109'2.9 MILES NORTHWEST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1109'COCKE COUNTY, ON THE RIGHT BANK OF COVE CREEK, 93 FEET SOUTH OF A
 FB1109'FENCE CORNER, 42 FEET EAST OF A WIRE FENCE, 40.6 FEET NORTHEAST OF
 FB1109'A POLE, 28 FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 FB1109'CONCRETE BRIDGE OVER COVE CREEK, AT THE NEW (1938) COVE CREEK ROAD
 FB1109'BRIDGE, IN THE NORTH END OF THE EAST HEADWALL, AND 8 FEET EAST OF
 FB1109'THE ROAD.  A STANDARD DISK.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1339 ***********************************************************************
 FB1339  DESIGNATION -  M 122
 FB1339  PID         -  FB1339
 FB1339  STATE/COUNTY-  TN/COCKE
 FB1339  USGS QUAD   -  HARTFORD (1968)
 FB1339
 FB1339                         *CURRENT SURVEY CONTROL
 FB1339  ___________________________________________________________________
 FB1339* NAD 83(1986)-  35 47 38.     (N)    083 14 10.     (W)     SCALED    
 FB1339* NAVD 88     -       461.57   (+/-2cm)    1514.3    (feet)  VERTCON   
 FB1339  ___________________________________________________________________
 FB1339  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB1339
 FB1339  VERT ORDER  -  ? (See Below)
 FB1339
 FB1339.The horizontal coordinates were scaled from a topographic map and have
 FB1339.an estimated accuracy of +/- 6 seconds.
 FB1339
 FB1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1339.The vertical order pertains to the NGVD 29 superseded value.
 FB1339
 FB1339.The geoid height was determined by GEOID03.
 FB1339
 FB1339;                    North         East    Units  Estimated Accuracy
 FB1339;SPC TN       -   165,580.      849,800.      MT  (+/- 180 meters Scaled)
 FB1339
 FB1339                          SUPERSEDED SURVEY CONTROL
 FB1339
 FB1339  NGVD 29 (??/??/92)  461.702  (m)         1514.77   (f) ADJ UNCH    ?  
 FB1339
 FB1339.Superseded values are not recommended for survey control.
 FB1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1339.See file dsdata.txt to determine how the superseded data were derived.
 FB1339
 FB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV979633(NAD 83)
 FB1339_MARKER: DB = BENCH MARK DISK
 FB1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1339_STAMPING: M 122 1935
 FB1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1339+STABILITY: SURFACE MOTION
 FB1339
 FB1339  HISTORY     - Date     Condition        Report By
 FB1339  HISTORY     - 1935     MONUMENTED       CGS
 FB1339  HISTORY     - 1949     GOOD             NGS
 FB1339
 FB1339                          STATION DESCRIPTION
 FB1339
 FB1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1339'2.2 MI SE FROM COSBY.
 FB1339'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1339'COUNTY, 0.6 MILE SOUTHEAST OF LIBERTY SCHOOL, 400 FEET SOUTHEAST
 FB1339'OF WILLIS WEBB ESSO STATION AND STORE, 125 FEET SOUTHWEST OF
 FB1339'COSBY CREEK, 122 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 FB1339'OF STATE HIGHWAY 75 AND NEW GATLINBURG HIGHWAY, 64 FEET SOUTHWEST
 FB1339'OF A RIGHT-OF-WAY MARKER ON THE NORTHEAST SIDE OF THE HIGHWAY,
 FB1339'52.3 FEET NORTHEAST OF A POWERLINE POLE MARKED WITH NAIL AND
 FB1339'BOTTLE CAP, 17.5 FEET SOUTHEAST OF A FENCE CORNER, 21 FEET
 FB1339'SOUTHWEST OF THE HIGHWAY, 2 FEET NORTHEAST OF A WIRE FENCE, AND
 FB1339'1.6 FEET NORTHEAST OF A STEEL POST WITH A CONTROL MARKER SIGN.
 FB1339'A STANDARD DISK, STAMPED M 122 1935 AND SET IN THE TOP OF A CONCRETE
 FB1339'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0484 ***********************************************************************
 GA0484  DESIGNATION -  M 123
 GA0484  PID         -  GA0484
 GA0484  STATE/COUNTY-  TN/SULLIVAN
 GA0484  USGS QUAD   -  BLUFF CITY (1968)
 GA0484
 GA0484                         *CURRENT SURVEY CONTROL
 GA0484  ___________________________________________________________________
 GA0484* NAD 83(1986)-  36 24 50.     (N)    082 19 51.     (W)     SCALED    
 GA0484* NAVD 88     -       476.310  (meters)    1562.69   (feet)  POSTED    
 GA0484  ___________________________________________________________________
 GA0484  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0484  DYNAMIC HT  -         475.870 (meters)    1561.25  (feet)  COMP
 GA0484  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 GA0484
 GA0484  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0484
 GA0484.The horizontal coordinates were scaled from a topographic map and have
 GA0484.an estimated accuracy of +/- 6 seconds.
 GA0484
 GA0484.The orthometric height was determined by differential leveling
 GA0484.and adjusted by the National Geodetic Survey in 1992..
 GA0484.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0484.rate of 2.1 thru 3.0 mm/km.
 GA0484
 GA0484.The geoid height was determined by GEOID03.
 GA0484
 GA0484.The dynamic height is computed by dividing the NAVD 88
 GA0484.geopotential number by the normal gravity value computed on the
 GA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0484.degrees latitude (g = 980.6199 gals.).
 GA0484
 GA0484.The modeled gravity was interpolated from observed gravity values.
 GA0484
 GA0484;                    North         East    Units  Estimated Accuracy
 GA0484;SPC TN       -   237,010.      929,010.      MT  (+/- 180 meters Scaled)
 GA0484
 GA0484                          SUPERSEDED SURVEY CONTROL
 GA0484
 GA0484  NGVD 29 (??/??/92)  476.454  (m)         1563.17   (f) ADJ UNCH    2 0
 GA0484
 GA0484.Superseded values are not recommended for survey control.
 GA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0484.See file dsdata.txt to determine how the superseded data were derived.
 GA0484
 GA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA806306(NAD 83)
 GA0484_MARKER: DB = BENCH MARK DISK
 GA0484_SETTING: 0 = UNSPECIFIED SETTING
 GA0484_STAMPING: M 123 1935
 GA0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0484
 GA0484  HISTORY     - Date     Condition        Report By
 GA0484  HISTORY     - 1934     MONUMENTED       CGS
 GA0484  HISTORY     - 1960     GOOD             TVA
 GA0484  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0484
 GA0484                          STATION DESCRIPTION
 GA0484
 GA0484'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0484'9 MI NE FROM JOHNSON CITY.
 GA0484'IN SULLIVAN COUNTY, 8.1 MILES NORTHWEST ALONG SIDE OF U.S.
 GA0484'HIGHWAY 11 E, FROM THE SOUTHERN RAILWAY STATION AT JOHNSON CITY,
 GA0484'WASHINGTON COUNTY, 0.5 MILE NORTH OF ROCKY MOUNT, 1.15 MILES
 GA0484'SOUTHWEST OF A CROSSROAD AT TRIVETTS ESSO STATION, (PINEY FLATS)
 GA0484'AND IN FRONT OF JAMES OLIVERS RESIDENCE, 8 FEET NORTHEAST OF THE
 GA0484'CENTERLINE OF OLIVERS DRIVEWAY, 28 FEET NORTHWEST OF CENTERLINE OF
 GA0484'HIGHWAY 11 E, 26.2 FEET WEST OF A 12 INCH POPLAR TREE, 5.3 FEET
 GA0484'SOUTH OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED M 123 1935.
 GA0484
 GA0484                          STATION RECOVERY (1984)
 GA0484
 GA0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2051 ***********************************************************************
 FB2051  DESIGNATION -  M 127
 FB2051  PID         -  FB2051
 FB2051  STATE/COUNTY-  TN/SEVIER
 FB2051  USGS QUAD   -  GATLINBURG (1979)
 FB2051
 FB2051                         *CURRENT SURVEY CONTROL
 FB2051  ___________________________________________________________________
 FB2051* NAD 83(1986)-  35 42 28.     (N)    083 32 42.     (W)     SCALED    
 FB2051* NAVD 88     -       452.84   (+/-2cm)    1485.7    (feet)  VERTCON   
 FB2051  ___________________________________________________________________
 FB2051  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB2051
 FB2051  VERT ORDER  -  ? (See Below)
 FB2051
 FB2051.The horizontal coordinates were scaled from a topographic map and have
 FB2051.an estimated accuracy of +/- 6 seconds.
 FB2051
 FB2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2051.The vertical order pertains to the NGVD 29 superseded value.
 FB2051
 FB2051.The geoid height was determined by GEOID03.
 FB2051
 FB2051;                    North         East    Units  Estimated Accuracy
 FB2051;SPC TN       -   155,280.      822,130.      MT  (+/- 180 meters Scaled)
 FB2051
 FB2051                          SUPERSEDED SURVEY CONTROL
 FB2051
 FB2051  NGVD 29 (??/??/92)  452.942  (m)         1486.03   (f) ADJ UNCH    ?  
 FB2051
 FB2051.Superseded values are not recommended for survey control.
 FB2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2051.See file dsdata.txt to determine how the superseded data were derived.
 FB2051
 FB2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV697545(NAD 83)
 FB2051_MARKER: DB = BENCH MARK DISK
 FB2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2051_STAMPING: M 127 1935
 FB2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2051+STABILITY: SURFACE MOTION
 FB2051
 FB2051  HISTORY     - Date     Condition        Report By
 FB2051  HISTORY     - 1935     MONUMENTED       CGS
 FB2051  HISTORY     - 1940     GOOD             NGS
 FB2051  HISTORY     - 1970     GOOD             TNDT
 FB2051
 FB2051                          STATION DESCRIPTION
 FB2051
 FB2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB2051'2.9 MI SW FROM HATCHERTOWN.
 FB2051'2.9 MILES SOUTHWEST (AIR LINE) FROM HATCHERTOWN, SEVIER COUNTY,
 FB2051'ON THE WEAR VALLEY ROAD, 110 FEET NORTHEAST OF A LOG HOUSE, 160
 FB2051'FEET NORTHWEST OF A BARN, 40 FEET SOUTHWEST OF A T-ROAD LEADING
 FB2051'NORTHWEST, OPPOSITE A CAR RAMP, 16 FEET NORTHEAST OF A GULF
 FB2051'SIGNPOST, 18 FEET NORTHWEST OF THE ROAD, AND 8.8 FEET SOUTH OF
 FB2051'THE SOUTHWEST CORNER OF THE TARWATER STORE.  A STANDARD DISK,
 FB2051'STAMPED M 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2051
 FB2051                          STATION RECOVERY (1970)
 FB2051
 FB2051'RECOVERY NOTE BY TN DEPT OF TRANSP 1970
 FB2051'IN A SMALL FLOWER BED NEAR SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1753 ***********************************************************************
 GA1753  DESIGNATION -  M 128
 GA1753  PID         -  GA1753
 GA1753  STATE/COUNTY-  TN/COCKE
 GA1753  USGS QUAD   -  RANKIN (1980)
 GA1753
 GA1753                         *CURRENT SURVEY CONTROL
 GA1753  ___________________________________________________________________
 GA1753* NAD 83(1986)-  36 03 05.     (N)    083 12 49.     (W)     SCALED    
 GA1753* NAVD 88     -       303.803  (meters)     996.73   (feet)  ADJUSTED  
 GA1753  ___________________________________________________________________
 GA1753  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1753  DYNAMIC HT  -         303.519 (meters)     995.80  (feet)  COMP
 GA1753  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 GA1753
 GA1753  VERT ORDER  -  FIRST     CLASS II
 GA1753
 GA1753.The horizontal coordinates were scaled from a topographic map and have
 GA1753.an estimated accuracy of +/- 6 seconds.
 GA1753
 GA1753.The orthometric height was determined by differential leveling
 GA1753.and adjusted by the National Geodetic Survey in June 1991..
 GA1753
 GA1753.The geoid height was determined by GEOID03.
 GA1753
 GA1753.The dynamic height is computed by dividing the NAVD 88
 GA1753.geopotential number by the normal gravity value computed on the
 GA1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1753.degrees latitude (g = 980.6199 gals.).
 GA1753
 GA1753.The modeled gravity was interpolated from observed gravity values.
 GA1753
 GA1753;                    North         East    Units  Estimated Accuracy
 GA1753;SPC TN       -   194,190.      851,020.      MT  (+/- 180 meters Scaled)
 GA1753
 GA1753                          SUPERSEDED SURVEY CONTROL
 GA1753
 GA1753  NGVD 29 (??/??/92)  303.951  (m)          997.21   (f) ADJ UNCH    1 2
 GA1753
 GA1753.Superseded values are not recommended for survey control.
 GA1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1753.See file dsdata.txt to determine how the superseded data were derived.
 GA1753
 GA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV006919(NAD 83)
 GA1753_MARKER: DB = BENCH MARK DISK
 GA1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1753_STAMPING: M 128 1935
 GA1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1753+STABILITY: SURFACE MOTION
 GA1753
 GA1753  HISTORY     - Date     Condition        Report By
 GA1753  HISTORY     - 1935     MONUMENTED       CGS
 GA1753
 GA1753                          STATION DESCRIPTION
 GA1753
 GA1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1753'6 MI SE FROM WHITE PINE.
 GA1753'6.0 MILES SE OF WHITE PINE STATION BY RAIL.  ALONG ASHEVILLE
 GA1753'TO KNOXVILLE BRANCH OF SOUTHERN RAILWAY, 6 RAILS WEST OF
 GA1753'MILEPOST 213, 1 RAIL SOUTHEAST OF CONCRETE CULVERT, 6 YARDS
 GA1753'SOUTH OF SOUTH RAIL, 3 FEET NORTH OF TELEGRAPH POLE, 6 INCHES
 GA1753'BELOW TOP OF RAIL, SET ON TOP OF POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1754 ***********************************************************************
 GA1754  DESIGNATION -  M 128 RESET
 GA1754  PID         -  GA1754
 GA1754  STATE/COUNTY-  TN/COCKE
 GA1754  USGS QUAD   -  RANKIN (1980)
 GA1754
 GA1754                         *CURRENT SURVEY CONTROL
 GA1754  ___________________________________________________________________
 GA1754* NAD 83(1986)-  36 03 07.     (N)    083 12 53.     (W)     SCALED    
 GA1754* NAVD 88     -       311.706  (meters)    1022.66   (feet)  ADJUSTED  
 GA1754  ___________________________________________________________________
 GA1754  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1754  DYNAMIC HT  -         311.415 (meters)    1021.70  (feet)  COMP
 GA1754  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GA1754
 GA1754  VERT ORDER  -  FIRST     CLASS I
 GA1754
 GA1754.The horizontal coordinates were scaled from a topographic map and have
 GA1754.an estimated accuracy of +/- 6 seconds.
 GA1754
 GA1754.The orthometric height was determined by differential leveling
 GA1754.and adjusted by the National Geodetic Survey in June 1991..
 GA1754
 GA1754.The geoid height was determined by GEOID03.
 GA1754
 GA1754.The dynamic height is computed by dividing the NAVD 88
 GA1754.geopotential number by the normal gravity value computed on the
 GA1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1754.degrees latitude (g = 980.6199 gals.).
 GA1754
 GA1754.The modeled gravity was interpolated from observed gravity values.
 GA1754
 GA1754;                    North         East    Units  Estimated Accuracy
 GA1754;SPC TN       -   194,250.      850,920.      MT  (+/- 180 meters Scaled)
 GA1754
 GA1754                          SUPERSEDED SURVEY CONTROL
 GA1754
 GA1754  NGVD 29 (??/??/92)  311.849  (m)         1023.12   (f) ADJ UNCH    1 1
 GA1754
 GA1754.Superseded values are not recommended for survey control.
 GA1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1754.See file dsdata.txt to determine how the superseded data were derived.
 GA1754
 GA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV005919(NAD 83)
 GA1754_MARKER: DB = BENCH MARK DISK
 GA1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1754_STAMPING: M 128 RESET 1942
 GA1754_MARK LOGO: CGS   
 GA1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1754+STABILITY: SURFACE MOTION
 GA1754
 GA1754  HISTORY     - Date     Condition        Report By
 GA1754  HISTORY     - 1942     MONUMENTED       TVA
 GA1754  HISTORY     - 1967     GOOD             NGS
 GA1754
 GA1754                          STATION DESCRIPTION
 GA1754
 GA1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1754'6.2 MI SE FROM WHITE PINE.
 GA1754'ABOUT 6.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1754'RAILROAD FROM THE POST OFFICE AT WHITE PINE, OR ABOUT 6.55
 GA1754'MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1754'FROM THE STATION AT NEWPORT, 1 1/2 POLES NORTHWEST OF MILEPOST
 GA1754'213, 108 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 GA1754'90 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 175 FEET
 GA1754'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BUILDING WHICH
 GA1754'HOUSES HILLS GROCERY STORE AND A CITGO SERVICE STATION, 60 FEET
 GA1754'SOUTH OF THE CENTERLINE OF A CREEK, 67 FEET NORTHEAST OF POWER
 GA1754'POLE NUMBER 154 WHICH IS BRACED BY 3 GUY WIRES, 5.8 FEET
 GA1754'WEST OF A METAL WITNESS POST, ABOUT 18 FEET ABOVE THE LEVEL
 GA1754'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1754'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0777 ***********************************************************************
 GD0777  DESIGNATION -  M 13
 GD0777  PID         -  GD0777
 GD0777  STATE/COUNTY-  TN/OBION
 GD0777  USGS QUAD   -  OBION (1983)
 GD0777
 GD0777                         *CURRENT SURVEY CONTROL
 GD0777  ___________________________________________________________________
 GD0777* NAD 83(1986)-  36 20 11.     (N)    089 12 23.     (W)     SCALED    
 GD0777* NAVD 88     -       109.019  (meters)     357.67   (feet)  ADJUSTED  
 GD0777  ___________________________________________________________________
 GD0777  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0777  DYNAMIC HT  -         108.929 (meters)     357.38  (feet)  COMP
 GD0777  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GD0777
 GD0777  VERT ORDER  -  SECOND    CLASS 0
 GD0777
 GD0777.The horizontal coordinates were scaled from a topographic map and have
 GD0777.an estimated accuracy of +/- 6 seconds.
 GD0777
 GD0777.The orthometric height was determined by differential leveling
 GD0777.and adjusted by the National Geodetic Survey in June 1991..
 GD0777
 GD0777.The geoid height was determined by GEOID03.
 GD0777
 GD0777.The dynamic height is computed by dividing the NAVD 88
 GD0777.geopotential number by the normal gravity value computed on the
 GD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0777.degrees latitude (g = 980.6199 gals.).
 GD0777
 GD0777.The modeled gravity was interpolated from observed gravity values.
 GD0777
 GD0777;                    North         East    Units  Estimated Accuracy
 GD0777;SPC TN       -   226,960.      312,190.      MT  (+/- 180 meters Scaled)
 GD0777
 GD0777                          SUPERSEDED SURVEY CONTROL
 GD0777
 GD0777  NGVD 29 (??/??/??)  108.982  (m)          357.55   (f) ADJUSTED    2 0
 GD0777
 GD0777.Superseded values are not recommended for survey control.
 GD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0777.See file dsdata.txt to determine how the superseded data were derived.
 GD0777
 GD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF019235(NAD 83)
 GD0777_MARKER: DB = BENCH MARK DISK
 GD0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0777_SP_SET: BRIDGE
 GD0777_STAMPING: M 13 1935
 GD0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0777
 GD0777  HISTORY     - Date     Condition        Report By
 GD0777  HISTORY     - 1935     MONUMENTED       CGS
 GD0777  HISTORY     - 1967     GOOD             CGS
 GD0777  HISTORY     - 20020729 POOR             USACE
 GD0777
 GD0777                          STATION DESCRIPTION
 GD0777
 GD0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0777'2.4 MI W FROM TROY.
 GD0777'2.4 MILES WEST ALONG STATE HIGHWAY 21 FROM TROY, OBION COUNTY, AT
 GD0777'A CONCRETE BRIDGE, AND IN THE TOP OF THE WEST END OF THE CONCRETE
 GD0777'BASE OF THE NORTH RAIL.  A STANDARD DISK, STAMPED M 13 1935.
 GD0777
 GD0777                          STATION RECOVERY (1967)
 GD0777
 GD0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0777'RECOVERED IN GOOD CONDITION.
 GD0777
 GD0777                          STATION RECOVERY (2002)
 GD0777
 GD0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0777'BRIDGE REPLACED APPROX. 5 YRS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2247 ***********************************************************************
 GA2247  DESIGNATION -  M 130
 GA2247  PID         -  GA2247
 GA2247  STATE/COUNTY-  TN/KNOX
 GA2247  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2247
 GA2247                         *CURRENT SURVEY CONTROL
 GA2247  ___________________________________________________________________
 GA2247* NAD 83(1986)-  36 00 10.     (N)    083 53 13.     (W)     SCALED    
 GA2247* NAVD 88     -       287.665  (meters)     943.78   (feet)  POSTED    
 GA2247  ___________________________________________________________________
 GA2247  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2247  DYNAMIC HT  -         287.400 (meters)     942.91  (feet)  COMP
 GA2247  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA2247
 GA2247  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2247
 GA2247.The horizontal coordinates were scaled from a topographic map and have
 GA2247.an estimated accuracy of +/- 6 seconds.
 GA2247
 GA2247.The orthometric height was determined by differential leveling
 GA2247.and adjusted by the National Geodetic Survey in 1992..
 GA2247.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2247.rate of 0.0 thru 1.0 mm/km.
 GA2247
 GA2247.The geoid height was determined by GEOID03.
 GA2247
 GA2247.The dynamic height is computed by dividing the NAVD 88
 GA2247.geopotential number by the normal gravity value computed on the
 GA2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2247.degrees latitude (g = 980.6199 gals.).
 GA2247
 GA2247.The modeled gravity was interpolated from observed gravity values.
 GA2247
 GA2247;                    North         East    Units  Estimated Accuracy
 GA2247;SPC TN       -   187,280.      790,490.      MT  (+/- 180 meters Scaled)
 GA2247
 GA2247                          SUPERSEDED SURVEY CONTROL
 GA2247
 GA2247  NGVD 29 (??/??/92)  287.793  (m)          944.20   (f) ADJ UNCH    1 2
 GA2247
 GA2247.Superseded values are not recommended for survey control.
 GA2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2247.See file dsdata.txt to determine how the superseded data were derived.
 GA2247
 GA2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV397881(NAD 83)
 GA2247_MARKER: DB = BENCH MARK DISK
 GA2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2247_STAMPING: M 130 1936
 GA2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2247+STABILITY: SURFACE MOTION
 GA2247
 GA2247  HISTORY     - Date     Condition        Report By
 GA2247  HISTORY     - 1936     MONUMENTED       CGS
 GA2247  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2247  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2247  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2247
 GA2247                          STATION DESCRIPTION
 GA2247
 GA2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2247'3.3 MI NE FROM KNOXVILLE.
 GA2247'3.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2247'AT KNOXVILLE, KNOX COUNTY, 35 RAILS SOUTHWEST OF MILEPOST 127,
 GA2247'5 RAILS NORTHEAST OF THE CENTER OF A ROAD CROSSING, 94.2 FEET
 GA2247'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURLINGTON COAL AND
 GA2247'COKE CO. BUILDING, ON A SODDED BANK, 30.5 FEET SOUTHEAST OF
 GA2247'THE SOUTHEAST RAIL, AND ABOUT 3-1/2 FEET HIGHER THAN THE TOP
 GA2247'OF THE RAIL.  A STANDARD DISK, STAMPED M 130 1936 AND SET IN
 GA2247'A CONCRETE POST.  NOTE-- THIS MARK WAS SEARCHED FOR BUT NOT
 GA2247'RECOVERED (1961).  A LOCAL MAN SAID A BLADE HAD SCRAPED THE BANK
 GA2247'OFF SOME TIME BACK AND HAD DESTROYED THE MARK.  THIS IS PROBABLY
 GA2247'WHAT HAPPENED AS NO SIGN OF THE MARK COULD BE FOUND.
 GA2247
 GA2247                          STATION RECOVERY (1967)
 GA2247
 GA2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2247'MARK NOT FOUND.
 GA2247
 GA2247                          STATION RECOVERY (1982)
 GA2247
 GA2247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0175 ***********************************************************************
 FC0175  DESIGNATION -  M 132
 FC0175  PID         -  FC0175
 FC0175  STATE/COUNTY-  TN/BLOUNT
 FC0175  USGS QUAD   -  BINFIELD (1990)
 FC0175
 FC0175                         *CURRENT SURVEY CONTROL
 FC0175  ___________________________________________________________________
 FC0175* NAD 83(1986)-  35 38 13.     (N)    084 00 20.     (W)     SCALED    
 FC0175* NAVD 88     -       308.16   (+/-2cm)    1011.0    (feet)  VERTCON   
 FC0175  ___________________________________________________________________
 FC0175  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0175
 FC0175  VERT ORDER  -  ? (See Below)
 FC0175
 FC0175.The horizontal coordinates were scaled from a topographic map and have
 FC0175.an estimated accuracy of +/- 6 seconds.
 FC0175
 FC0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0175.The vertical order pertains to the NGVD 29 superseded value.
 FC0175
 FC0175.The geoid height was determined by GEOID03.
 FC0175
 FC0175;                    North         East    Units  Estimated Accuracy
 FC0175;SPC TN       -   146,480.      780,630.      MT  (+/- 180 meters Scaled)
 FC0175
 FC0175                          SUPERSEDED SURVEY CONTROL
 FC0175
 FC0175  NGVD 29 (??/??/92)  308.270  (m)         1011.38   (f) ADJ UNCH    ?  
 FC0175
 FC0175.Superseded values are not recommended for survey control.
 FC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0175.See file dsdata.txt to determine how the superseded data were derived.
 FC0175
 FC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE711478(NAD 83)
 FC0175_MARKER: DB = BENCH MARK DISK
 FC0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0175_STAMPING: M 132 1935
 FC0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0175+STABILITY: SURFACE MOTION
 FC0175
 FC0175  HISTORY     - Date     Condition        Report By
 FC0175  HISTORY     - 1935     MONUMENTED       CGS
 FC0175  HISTORY     - 1961     GOOD             NGS
 FC0175
 FC0175                          STATION DESCRIPTION
 FC0175
 FC0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FC0175'3.2 MI SW FROM SIXMILE.
 FC0175'3.2 MILES SOUTHWEST OF SIXMILE, BLOUNT COUNTY, 2.7 MILES NORTHEAST
 FC0175'ALONG THE SIXMILE ROAD FROM KAGLEY CHAPEL, AT THE TOP OF A HILL,
 FC0175'IN THE YARD OF THE L.C. CLARK HOUSE, 44.6 FEET SOUTHWEST OF THE
 FC0175'SOUTHEAST CORNER OF THE HOUSE, 40.1 FEET NORTHWEST OF A 12-INCH
 FC0175'SPRUCE TREE, 23.4 FEET SOUTHEAST OF AN 11-INCH OAK TREE, 20 FEET
 FC0175'NORTH OF THE CENTERLINE OF THE ROAD, AND AT A FENCE.  A STANDARD
 FC0175'DISK, STAMPED M 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FC0175'NOTE-- ROAD HAS BEEN CHANGED REMOVING THE SPRUCE TREE.  THE
 FC0175'STATION IS NOW 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 FC0175
 FC0175                          STATION RECOVERY (1961)
 FC0175
 FC0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0727 ***********************************************************************
 FC0727  DESIGNATION -  M 133
 FC0727  PID         -  FC0727
 FC0727  STATE/COUNTY-  TN/ROANE
 FC0727  USGS QUAD   -  HARRIMAN (1980)
 FC0727
 FC0727                         *CURRENT SURVEY CONTROL
 FC0727  ___________________________________________________________________
 FC0727* NAD 83(1986)-  35 52 47.     (N)    084 33 51.     (W)     SCALED    
 FC0727* NAVD 88     -       251.286  (meters)     824.43   (feet)  ADJUSTED  
 FC0727  ___________________________________________________________________
 FC0727  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0727  DYNAMIC HT  -         251.052 (meters)     823.66  (feet)  COMP
 FC0727  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FC0727
 FC0727  VERT ORDER  -  SECOND    CLASS 0
 FC0727
 FC0727.The horizontal coordinates were scaled from a topographic map and have
 FC0727.an estimated accuracy of +/- 6 seconds.
 FC0727
 FC0727.The orthometric height was determined by differential leveling
 FC0727.and adjusted by the National Geodetic Survey in June 1991..
 FC0727
 FC0727.The geoid height was determined by GEOID03.
 FC0727
 FC0727.The dynamic height is computed by dividing the NAVD 88
 FC0727.geopotential number by the normal gravity value computed on the
 FC0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0727.degrees latitude (g = 980.6199 gals.).
 FC0727
 FC0727.The modeled gravity was interpolated from observed gravity values.
 FC0727
 FC0727;                    North         East    Units  Estimated Accuracy
 FC0727;SPC TN       -   172,520.      729,650.      MT  (+/- 180 meters Scaled)
 FC0727
 FC0727                          SUPERSEDED SURVEY CONTROL
 FC0727
 FC0727  NGVD 29 (??/??/92)  251.397  (m)          824.79   (f) ADJ UNCH    2 0
 FC0727
 FC0727.Superseded values are not recommended for survey control.
 FC0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0727.See file dsdata.txt to determine how the superseded data were derived.
 FC0727
 FC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE198733(NAD 83)
 FC0727_MARKER: DD = SURVEY DISK
 FC0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0727_STAMPING: M 133 1936
 FC0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0727+STABILITY: SURFACE MOTION
 FC0727
 FC0727  HISTORY     - Date     Condition        Report By
 FC0727  HISTORY     - 1936     MONUMENTED       TVA
 FC0727  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0727  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0727
 FC0727                          STATION DESCRIPTION
 FC0727
 FC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0727'4.8 MI S FROM HARRIMAN.
 FC0727'NOT RECOVERED - IT WAS REPORTED AT THIS TIME THAT THE MARK WAS
 FC0727'PROBABLY DESTROYED BY ROAD CONSTRUCTION.  4.8 MILES SOUTH ALONG
 FC0727'U.S. HIGHWAY 27 FROM THE CITY HALL AT HARRIMAN, ROANE COUNTY,
 FC0727'AT THE JUNCTION WITH U.S. HIGHWAY 70, OPPOSITE A SHELLEY SERVICE
 FC0727'STATION, 50 FEET NORTHEAST OF A TRUWAY STATION, 30 FEET NORTH OF
 FC0727'THE CENTERLINE OF THE U.S. HIGHWAY 70, AND BETWEEN TWO SIGNBOARDS.
 FC0727'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED M 133 1936
 FC0727'AND SET IN THE TOP OF A CONCRETE POST.
 FC0727
 FC0727                          STATION RECOVERY (1968)
 FC0727
 FC0727'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0804 ***********************************************************************
 FE0804  DESIGNATION -  M 14
 FE0804  PID         -  FE0804
 FE0804  STATE/COUNTY-  TN/GIBSON
 FE0804  USGS QUAD   -  TRENTON (1981)
 FE0804
 FE0804                         *CURRENT SURVEY CONTROL
 FE0804  ___________________________________________________________________
 FE0804* NAD 83(1986)-  35 54 46.     (N)    088 56 21.     (W)     SCALED    
 FE0804* NAVD 88     -       110.770  (meters)     363.42   (feet)  ADJUSTED  
 FE0804  ___________________________________________________________________
 FE0804  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0804  DYNAMIC HT  -         110.675 (meters)     363.11  (feet)  COMP
 FE0804  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 FE0804
 FE0804  VERT ORDER  -  SECOND    CLASS 0
 FE0804
 FE0804.The horizontal coordinates were scaled from a topographic map and have
 FE0804.an estimated accuracy of +/- 6 seconds.
 FE0804
 FE0804.The orthometric height was determined by differential leveling
 FE0804.and adjusted by the National Geodetic Survey in June 1991..
 FE0804
 FE0804.The geoid height was determined by GEOID03.
 FE0804
 FE0804.The dynamic height is computed by dividing the NAVD 88
 FE0804.geopotential number by the normal gravity value computed on the
 FE0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0804.degrees latitude (g = 980.6199 gals.).
 FE0804
 FE0804.The modeled gravity was interpolated from observed gravity values.
 FE0804
 FE0804;                    North         East    Units  Estimated Accuracy
 FE0804;SPC TN       -   179,220.      334,760.      MT  (+/- 180 meters Scaled)
 FE0804
 FE0804                          SUPERSEDED SURVEY CONTROL
 FE0804
 FE0804  NGVD 29 (??/??/??)  110.808  (m)          363.54   (f) ADJUSTED    2 0
 FE0804
 FE0804.Superseded values are not recommended for survey control.
 FE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0804.See file dsdata.txt to determine how the superseded data were derived.
 FE0804
 FE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE250760(NAD 83)
 FE0804_MARKER: DB = BENCH MARK DISK
 FE0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0804_STAMPING: M 14 1935
 FE0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0804+STABILITY: SURFACE MOTION
 FE0804
 FE0804  HISTORY     - Date     Condition        Report By
 FE0804  HISTORY     - 1935     MONUMENTED       CGS
 FE0804  HISTORY     - 20020912 POOR             USACE
 FE0804
 FE0804                          STATION DESCRIPTION
 FE0804
 FE0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0804'1.4 MI N FROM FRUITLAND.
 FE0804'1.4 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0804'STATION AT FRUITLAND, GIBSON COUNTY, AT MILEAGE 409.35, 3 RAILS
 FE0804'NORTH OF THE CENTER OF A DIRT-ROAD CROSSING, 42 FEET EAST OF THE
 FE0804'CENTERLINE OF THE TRACK, AND 8 FEET WEST OF THE RIGHT-OF-WAY
 FE0804'FENCE.  A STANDARD DISK, STAMPED M 14 1935 AND SET IN THE TOP
 FE0804'OF A CONCRETE POST.
 FE0804
 FE0804                          STATION RECOVERY (2002)
 FE0804
 FE0804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0804'MARK DESTROYED. FOUND CONCRETE POST PULLED OUT OF GROUND, BROKEN AT
 FE0804'EACH END. FOUND PIECE OF CONCRETE WITH HOLE AND IMPRESSION OF DISK
 FE0804'NEAR POST. DISK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0818 ***********************************************************************
 GD0818  DESIGNATION -  M 151
 GD0818  PID         -  GD0818
 GD0818  STATE/COUNTY-  TN/DYER
 GD0818  USGS QUAD   -  DYERSBURG (1983)
 GD0818
 GD0818                         *CURRENT SURVEY CONTROL
 GD0818  ___________________________________________________________________
 GD0818* NAD 83(1986)-  36 01 21.     (N)    089 23 22.     (W)     SCALED    
 GD0818* NAVD 88     -        84.889  (meters)     278.51   (feet)  ADJUSTED  
 GD0818  ___________________________________________________________________
 GD0818  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0818  DYNAMIC HT  -          84.817 (meters)     278.27  (feet)  COMP
 GD0818  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GD0818
 GD0818  VERT ORDER  -  FIRST     CLASS I
 GD0818
 GD0818.The horizontal coordinates were scaled from a topographic map and have
 GD0818.an estimated accuracy of +/- 6 seconds.
 GD0818
 GD0818.The orthometric height was determined by differential leveling
 GD0818.and adjusted by the National Geodetic Survey in June 1991..
 GD0818
 GD0818.Photographs are available for this station.
 GD0818
 GD0818.The geoid height was determined by GEOID03.
 GD0818
 GD0818.The dynamic height is computed by dividing the NAVD 88
 GD0818.geopotential number by the normal gravity value computed on the
 GD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0818.degrees latitude (g = 980.6199 gals.).
 GD0818
 GD0818.The modeled gravity was interpolated from observed gravity values.
 GD0818
 GD0818;                    North         East    Units  Estimated Accuracy
 GD0818;SPC TN       -   192,700.      294,560.      MT  (+/- 180 meters Scaled)
 GD0818
 GD0818                          SUPERSEDED SURVEY CONTROL
 GD0818
 GD0818  NGVD 29 (??/??/??)   84.819  (m)          278.28   (f) ADJUSTED    1 1
 GD0818
 GD0818.Superseded values are not recommended for survey control.
 GD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0818.See file dsdata.txt to determine how the superseded data were derived.
 GD0818
 GD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE846890(NAD 83)
 GD0818_MARKER: DB = BENCH MARK DISK
 GD0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0818_SP_SET: BRIDGE
 GD0818_STAMPING: M 151 1942
 GD0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0818+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0818
 GD0818  HISTORY     - Date     Condition        Report By
 GD0818  HISTORY     - 1942     MONUMENTED       CGS
 GD0818  HISTORY     - 1974     GOOD             NGS
 GD0818  HISTORY     - 1987     GOOD             LOCSUR
 GD0818  HISTORY     - 20020730 GOOD             USACE
 GD0818
 GD0818                          STATION DESCRIPTION
 GD0818
 GD0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GD0818'0.7 MI S FROM DYERSBURG.
 GD0818'0.7 MILE SOUTH ALONG U.S. HIGHWAY NO. 51 FROM DYERSBURG, DYER
 GD0818'COUNTY, TO THE SOUTH END OF A LARGE CONCRETE BRIDGE.  THE BENCH
 GD0818'MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE SOUTH
 GD0818'ABUTMENT OF THE BRIDGE JUST SOUTH OF THE FORKED DEER RIVER BRIDGE.
 GD0818'IT IS 26.3 FEET WEST OF AND 1.0 FOOT ABOVE THE CENTERLINE OF THE
 GD0818'HIGHWAY, 11.9 FEET NORTH OF CITY STREET LIGHT POST NO. 26
 GD0818'AND 0.6 FOOT WEST OF THE WEST GUARD RAIL.  A STANDARD DISK,
 GD0818'STAMPED M 151 1942.
 GD0818
 GD0818                          STATION RECOVERY (1974)
 GD0818
 GD0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0818'ABOUT 0.70 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE AT
 GD0818'DYERSBURG, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 GD0818'BRIDGE NO. 23/3/5.74, ABOUT 0.2 MILE SOUTH OF FORKED DEER RIVER
 GD0818'BRIDGE, 31 FEET NORTH OF CITY STREET LIGHT POLE, 26.3 FEET WEST OF THE
 GD0818'CENTER LINE OF THE HIGHWAY, 13.7 FEET NORTH  OF THE NORTH END OF THE
 GD0818'WEST GUARD RAIL OF BRIDGE, 1 FOOT ABOVE THE HIGHWAY.
 GD0818
 GD0818                          STATION RECOVERY (1987)
 GD0818
 GD0818'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0818'RECOVERED IN GOOD CONDITION.
 GD0818
 GD0818                          STATION RECOVERY (2002)
 GD0818
 GD0818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1759 ***********************************************************************
 FE1759  DESIGNATION -  M 152
 FE1759  PID         -  FE1759
 FE1759  STATE/COUNTY-  TN/LAUDERDALE
 FE1759  USGS QUAD   -  KNOB CREEK (1972)
 FE1759
 FE1759                         *CURRENT SURVEY CONTROL
 FE1759  ___________________________________________________________________
 FE1759* NAD 83(1986)-  35 55 32.     (N)    089 35 04.     (W)     SCALED    
 FE1759* NAVD 88     -        79.186  (meters)     259.80   (feet)  ADJUSTED  
 FE1759  ___________________________________________________________________
 FE1759  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1759  DYNAMIC HT  -          79.119 (meters)     259.58  (feet)  COMP
 FE1759  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 FE1759
 FE1759  VERT ORDER  -  FIRST     CLASS II
 FE1759
 FE1759.The horizontal coordinates were scaled from a topographic map and have
 FE1759.an estimated accuracy of +/- 6 seconds.
 FE1759
 FE1759.The orthometric height was determined by differential leveling
 FE1759.and adjusted by the National Geodetic Survey in June 1991..
 FE1759
 FE1759.The geoid height was determined by GEOID03.
 FE1759
 FE1759.The dynamic height is computed by dividing the NAVD 88
 FE1759.geopotential number by the normal gravity value computed on the
 FE1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1759.degrees latitude (g = 980.6199 gals.).
 FE1759
 FE1759.The modeled gravity was interpolated from observed gravity values.
 FE1759
 FE1759;                    North         East    Units  Estimated Accuracy
 FE1759;SPC TN       -   182,580.      276,600.      MT  (+/- 180 meters Scaled)
 FE1759
 FE1759                          SUPERSEDED SURVEY CONTROL
 FE1759
 FE1759  NGVD 29 (??/??/??)   79.126  (m)          259.60   (f) ADJUSTED    1 2
 FE1759
 FE1759.Superseded values are not recommended for survey control.
 FE1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1759.See file dsdata.txt to determine how the superseded data were derived.
 FE1759
 FE1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE668787(NAD 83)
 FE1759_MARKER: DB = BENCH MARK DISK
 FE1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1759_STAMPING: M 152 1957
 FE1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1759+STABILITY: SURFACE MOTION
 FE1759
 FE1759  HISTORY     - Date     Condition        Report By
 FE1759  HISTORY     - 1943     MONUMENTED       CGS
 FE1759  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1759
 FE1759                          STATION DESCRIPTION
 FE1759
 FE1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1759'2.8 MI NE FROM HALES POINT.
 FE1759'2.4 MILES EAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION OF A
 FE1759'GRAVEL ROAD SOUTH AND BAPTIST CHURCH AT HALES POINT, THENCE ABOUT
 FE1759'0.4 MILES NORTH ALONG A PRIVATE GRAVEL ROAD TO THE SOUTH BANK
 FE1759'OF OBION RIVER, AT AN ABANDONED FARM HOUSE, 2 FEET NORTH OF
 FE1759'NORTHWEST CORNER OF CONCRETE BASE OF NORTHWEST LEG OF PORCH
 FE1759'SUPPORT (HOUSE IS BUILT ON STILTS), 71 FEET EAST OF CENTER LINE
 FE1759'AND NORTH END OF GRAVEL ROAD, 46 FEET SOUTHWEST OF A 36-INCH
 FE1759'COTTONWOOD TREE, 17 FEET SOUTH OF CENTER LINE OF A ROAD EAST ALONG
 FE1759'NORTH EDGE OF A FIELD, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 FE1759'OF A CONCRETE POST PROJECTING 8 INCHES.
 FE1759
 FE1759                          STATION RECOVERY (1974)
 FE1759
 FE1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0472 ***********************************************************************
 FE0472  DESIGNATION -  M 154
 FE0472  PID         -  FE0472
 FE0472  STATE/COUNTY-  TN/MCNAIRY
 FE0472  USGS QUAD   -  POCAHONTAS (1950)
 FE0472
 FE0472                         *CURRENT SURVEY CONTROL
 FE0472  ___________________________________________________________________
 FE0472* NAD 83(1986)-  35 02 46.     (N)    088 45 10.     (W)     SCALED    
 FE0472* NAVD 88     -       116.172  (meters)     381.14   (feet)  ADJUSTED  
 FE0472  ___________________________________________________________________
 FE0472  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0472  DYNAMIC HT  -         116.061 (meters)     380.78  (feet)  COMP
 FE0472  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 FE0472
 FE0472  VERT ORDER  -  FIRST     CLASS II
 FE0472
 FE0472.The horizontal coordinates were scaled from a topographic map and have
 FE0472.an estimated accuracy of +/- 6 seconds.
 FE0472
 FE0472.The orthometric height was determined by differential leveling
 FE0472.and adjusted by the National Geodetic Survey in June 1991..
 FE0472
 FE0472.The geoid height was determined by GEOID03.
 FE0472
 FE0472.The dynamic height is computed by dividing the NAVD 88
 FE0472.geopotential number by the normal gravity value computed on the
 FE0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0472.degrees latitude (g = 980.6199 gals.).
 FE0472
 FE0472.The modeled gravity was interpolated from observed gravity values.
 FE0472
 FE0472;                    North         East    Units  Estimated Accuracy
 FE0472;SPC TN       -    82,620.      348,870.      MT  (+/- 180 meters Scaled)
 FE0472
 FE0472                          SUPERSEDED SURVEY CONTROL
 FE0472
 FE0472  NGVD 29 (??/??/??)  116.154  (m)          381.08   (f) ADJUSTED    1 2
 FE0472
 FE0472.Superseded values are not recommended for survey control.
 FE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0472.See file dsdata.txt to determine how the superseded data were derived.
 FE0472
 FE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD401795(NAD 83)
 FE0472_MARKER: DB = BENCH MARK DISK
 FE0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0472_SP_SET: BRIDGE
 FE0472_STAMPING: M 154 1944
 FE0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0472
 FE0472  HISTORY     - Date     Condition        Report By
 FE0472  HISTORY     - 1944     MONUMENTED       CGS
 FE0472  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0472
 FE0472                          STATION DESCRIPTION
 FE0472
 FE0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0472'3 MI E FROM POCAHONTAS.
 FE0472'IN MCNAIRY  COUNTY, 3.0 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0472'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT THE BRIDGE
 FE0472'OVER TUSCUMBIA RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE0472'EAST STONE ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FE0472'AND 3.8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0472'M 154 1944.
 FE0472
 FE0472                          STATION RECOVERY (1983)
 FE0472
 FE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0472'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0106 ***********************************************************************
 EG0106  DESIGNATION -  M 155
 EG0106  PID         -  EG0106
 EG0106  STATE/COUNTY-  TN/HARDIN
 EG0106  USGS QUAD   -  DOSKIE (1984)
 EG0106
 EG0106                         *CURRENT SURVEY CONTROL
 EG0106  ___________________________________________________________________
 EG0106* NAD 83(1986)-  34 59 49.     (N)    088 15 06.     (W)     SCALED    
 EG0106* NAVD 88     -       129.716  (meters)     425.58   (feet)  ADJUSTED  
 EG0106  ___________________________________________________________________
 EG0106  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0106  DYNAMIC HT  -         129.595 (meters)     425.18  (feet)  COMP
 EG0106  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EG0106
 EG0106  VERT ORDER  -  FIRST     CLASS II
 EG0106
 EG0106.The horizontal coordinates were scaled from a topographic map and have
 EG0106.an estimated accuracy of +/- 6 seconds.
 EG0106
 EG0106.The orthometric height was determined by differential leveling
 EG0106.and adjusted by the National Geodetic Survey in June 1991..
 EG0106
 EG0106.The geoid height was determined by GEOID03.
 EG0106
 EG0106.The dynamic height is computed by dividing the NAVD 88
 EG0106.geopotential number by the normal gravity value computed on the
 EG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0106.degrees latitude (g = 980.6199 gals.).
 EG0106
 EG0106.The modeled gravity was interpolated from observed gravity values.
 EG0106
 EG0106;                    North         East    Units  Estimated Accuracy
 EG0106;SPC TN       -    75,990.      394,450.      MT  (+/- 180 meters Scaled)
 EG0106
 EG0106                          SUPERSEDED SURVEY CONTROL
 EG0106
 EG0106  NGVD 29 (??/??/92)  129.724  (m)          425.60   (f) ADJ UNCH    1 2
 EG0106
 EG0106.Superseded values are not recommended for survey control.
 EG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0106.See file dsdata.txt to determine how the superseded data were derived.
 EG0106
 EG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD857734(NAD 83)
 EG0106_MARKER: DB = BENCH MARK DISK
 EG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0106_STAMPING: M 155 1944
 EG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0106+STABILITY: SURFACE MOTION
 EG0106
 EG0106  HISTORY     - Date     Condition        Report By
 EG0106  HISTORY     - 1944     MONUMENTED       CGS
 EG0106
 EG0106                          STATION DESCRIPTION
 EG0106
 EG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0106'4.9 MI S FROM PICKWICK DAM.
 EG0106'4.9 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 EG0106'PICKWICK DAM.  HARDIN COUNTY 0.1 MILE NORTH OF THE TENNESSEE -
 EG0106'MISSISSIPPI STATE LINE, OF THE SOUTH SLOPE OF THE FIRST HILL NORTH OF
 EG0106'THE STATE LINE, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 EG0106'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN
 EG0106'THE HIGHWAY.  A STANDARD DISK, STAMPED M 155 1944 AND SET IN THE TOP
 EG0106'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0997 ***********************************************************************
 FE0997  DESIGNATION -  M 156
 FE0997  PID         -  FE0997
 FE0997  STATE/COUNTY-  TN/HARDEMAN
 FE0997  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0997
 FE0997                         *CURRENT SURVEY CONTROL
 FE0997  ___________________________________________________________________
 FE0997* NAD 83(1986)-  35 02 57.     (N)    089 10 45.     (W)     SCALED    
 FE0997* NAVD 88     -       173.344  (meters)     568.71   (feet)  ADJUSTED  
 FE0997  ___________________________________________________________________
 FE0997  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0997  DYNAMIC HT  -         173.179 (meters)     568.17  (feet)  COMP
 FE0997  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FE0997
 FE0997  VERT ORDER  -  FIRST     CLASS II
 FE0997
 FE0997.The horizontal coordinates were scaled from a topographic map and have
 FE0997.an estimated accuracy of +/- 6 seconds.
 FE0997
 FE0997.The orthometric height was determined by differential leveling
 FE0997.and adjusted by the National Geodetic Survey in June 1991..
 FE0997
 FE0997.The geoid height was determined by GEOID03.
 FE0997
 FE0997.The dynamic height is computed by dividing the NAVD 88
 FE0997.geopotential number by the normal gravity value computed on the
 FE0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0997.degrees latitude (g = 980.6199 gals.).
 FE0997
 FE0997.The modeled gravity was interpolated from observed gravity values.
 FE0997
 FE0997;                    North         East    Units  Estimated Accuracy
 FE0997;SPC TN       -    84,130.      309,990.      MT  (+/- 180 meters Scaled)
 FE0997
 FE0997                          SUPERSEDED SURVEY CONTROL
 FE0997
 FE0997  NGVD 29 (??/??/??)  173.284  (m)          568.52   (f) ADJUSTED    1 2
 FE0997
 FE0997.Superseded values are not recommended for survey control.
 FE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0997.See file dsdata.txt to determine how the superseded data were derived.
 FE0997
 FE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD012806(NAD 83)
 FE0997_MARKER: DB = BENCH MARK DISK
 FE0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0997_STAMPING: M 156 1944
 FE0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0997+STABILITY: SURFACE MOTION
 FE0997
 FE0997  HISTORY     - Date     Condition        Report By
 FE0997  HISTORY     - 1944     MONUMENTED       CGS
 FE0997  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0997
 FE0997                          STATION DESCRIPTION
 FE0997
 FE0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0997'0.5 MI E FROM GRAND JUNCTION.
 FE0997'0.5 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0997'GRAND JUNCTION, HARDEMAN COUNTY, 220 FEET WEST OF A CITY-LIMIT
 FE0997'SIGN, ON THE SOUTH SLOPE OF A SMALL HILL BETWEEN TWO FILLS, 30
 FE0997'FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF A
 FE0997'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A
 FE0997'STANDARD DISK, STAMPED M 156 1944 AND SET IN THE TOP OF A
 FE0997'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE0997
 FE0997                          STATION RECOVERY (1983)
 FE0997
 FE0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0997'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1142 ***********************************************************************
 FE1142  DESIGNATION -  M 157
 FE1142  PID         -  FE1142
 FE1142  STATE/COUNTY-  TN/FAYETTE
 FE1142  USGS QUAD   -  COLLIERVILLE (1965)
 FE1142
 FE1142                         *CURRENT SURVEY CONTROL
 FE1142  ___________________________________________________________________
 FE1142* NAD 83(1986)-  35 02 33.     (N)    089 38 25.     (W)     SCALED    
 FE1142* NAVD 88     -       103.084  (meters)     338.20   (feet)  ADJUSTED  
 FE1142  ___________________________________________________________________
 FE1142  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1142  DYNAMIC HT  -         102.988 (meters)     337.89  (feet)  COMP
 FE1142  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FE1142
 FE1142  VERT ORDER  -  FIRST     CLASS II
 FE1142
 FE1142.The horizontal coordinates were scaled from a topographic map and have
 FE1142.an estimated accuracy of +/- 6 seconds.
 FE1142
 FE1142.The orthometric height was determined by differential leveling
 FE1142.and adjusted by the National Geodetic Survey in June 1991..
 FE1142
 FE1142.The geoid height was determined by GEOID03.
 FE1142
 FE1142.The dynamic height is computed by dividing the NAVD 88
 FE1142.geopotential number by the normal gravity value computed on the
 FE1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1142.degrees latitude (g = 980.6199 gals.).
 FE1142
 FE1142.The modeled gravity was interpolated from observed gravity values.
 FE1142
 FE1142;                    North         East    Units  Estimated Accuracy
 FE1142;SPC TN       -    84,860.      267,920.      MT  (+/- 180 meters Scaled)
 FE1142
 FE1142                          SUPERSEDED SURVEY CONTROL
 FE1142
 FE1142  NGVD 29 (??/??/??)  103.040  (m)          338.06   (f) ADJUSTED    1 2
 FE1142
 FE1142.Superseded values are not recommended for survey control.
 FE1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1142.See file dsdata.txt to determine how the superseded data were derived.
 FE1142
 FE1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD591809(NAD 83)
 FE1142_MARKER: DB = BENCH MARK DISK
 FE1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1142_SP_SET: CONCRETE BASE
 FE1142_STAMPING: M 157 1944
 FE1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1142
 FE1142  HISTORY     - Date     Condition        Report By
 FE1142  HISTORY     - 1944     MONUMENTED       CGS
 FE1142  HISTORY     - 1963     MARK NOT FOUND   USGS
 FE1142
 FE1142                          STATION DESCRIPTION
 FE1142
 FE1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1142'1.5 MI E FROM COLLIERVILLE.
 FE1142'IN FAYETTE COUNTY, 1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM
 FE1142'THE STATION AT COLLIERVILLE, SHELBY COUNTY, 0.5 MILE EAST OF
 FE1142'MILEPOST 527, AT BLOCK SIGNAL 5265 A, IN THE TOP OF THE SOUTHEAST
 FE1142'CORNER OF THE CONCRETE BASE, 9.5 FEET NORTH OF THE CENTERLINE
 FE1142'OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 FE1142'DISK, STAMPED M 157 1944.
 FE1142
 FE1142                          STATION RECOVERY (1963)
 FE1142
 FE1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FE1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0525 ***********************************************************************
 FE0525  DESIGNATION -  M 158
 FE0525  PID         -  FE0525
 FE0525  STATE/COUNTY-  TN/MCNAIRY
 FE0525  USGS QUAD   -  PURDY (1984)
 FE0525
 FE0525                         *CURRENT SURVEY CONTROL
 FE0525  ___________________________________________________________________
 FE0525* NAD 83(1986)-  35 14 04.     (N)    088 36 20.     (W)     SCALED    
 FE0525* NAVD 88     -       140.928  (meters)     462.36   (feet)  ADJUSTED  
 FE0525  ___________________________________________________________________
 FE0525  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0525  DYNAMIC HT  -         140.798 (meters)     461.93  (feet)  COMP
 FE0525  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 FE0525
 FE0525  VERT ORDER  -  FIRST     CLASS II
 FE0525
 FE0525.The horizontal coordinates were scaled from a topographic map and have
 FE0525.an estimated accuracy of +/- 6 seconds.
 FE0525
 FE0525.The orthometric height was determined by differential leveling
 FE0525.and adjusted by the National Geodetic Survey in June 1991..
 FE0525
 FE0525.The geoid height was determined by GEOID03.
 FE0525
 FE0525.The dynamic height is computed by dividing the NAVD 88
 FE0525.geopotential number by the normal gravity value computed on the
 FE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0525.degrees latitude (g = 980.6199 gals.).
 FE0525
 FE0525.The modeled gravity was interpolated from observed gravity values.
 FE0525
 FE0525;                    North         East    Units  Estimated Accuracy
 FE0525;SPC TN       -   103,140.      362,850.      MT  (+/- 180 meters Scaled)
 FE0525
 FE0525                          SUPERSEDED SURVEY CONTROL
 FE0525
 FE0525  NGVD 29 (??/??/??)  140.928  (m)          462.36   (f) ADJUSTED    1 2
 FE0525
 FE0525.Superseded values are not recommended for survey control.
 FE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0525.See file dsdata.txt to determine how the superseded data were derived.
 FE0525
 FE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE539002(NAD 83)
 FE0525_MARKER: DB = BENCH MARK DISK
 FE0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0525_STAMPING: M 158 1944
 FE0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0525+STABILITY: SURFACE MOTION
 FE0525
 FE0525  HISTORY     - Date     Condition        Report By
 FE0525  HISTORY     - 1944     MONUMENTED       CGS
 FE0525  HISTORY     - 1948     GOOD             CGS
 FE0525  HISTORY     - 1972     GOOD             TVA
 FE0525  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0525
 FE0525                          STATION DESCRIPTION
 FE0525
 FE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0525'AT BETHEL SPRINGS.
 FE0525'AT BETHEL SPRINGS, ABOUT 0.2 MILE SOUTH OF THE GULF, MOBILE AND
 FE0525'OHIO RAILROAD MILE POST 353, AT THE G.M. AND O. STATION, 3.9
 FE0525'FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, 2.7 FEET
 FE0525'SOUTH OF A TELEPHONE POLE, 27.5 FEET WEST OF THE WEST RAIL OF
 FE0525'THE MAIN TRACK, 106 FEET SOUTHEAST OF THE CENTER OF A PUBLIC
 FE0525'ROAD CROSSING, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 FE0525'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MONUMENT IS
 FE0525'UNPROTECTED ON W EDGE OF GRAVEL ROADWAY USED BY RR CO.  THE OLD
 FE0525'STATION BUILDING HAS BEEN REMOVED.  THE MONUMENT IS 106 FT S OF
 FE0525'MAIN PUBLIC RD. CROSSING RR GOING E TO MCNAIRY , 27.5 W OF W RAIL
 FE0525'ON MAIN LINE TRACK.  106 FT S OF RD AND RR XING.  48 FT W OF
 FE0525'TELEPHONE POLE AT RR TELEPHONE BOX.
 FE0525
 FE0525                          STATION RECOVERY (1972)
 FE0525
 FE0525'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0525'RECOVERED IN GOOD CONDITION.
 FE0525
 FE0525                          STATION RECOVERY (2002)
 FE0525
 FE0525'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0525'AREA HAS BEEN GRADED AND GRAVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0487 ***********************************************************************
 FE0487  DESIGNATION -  M 159
 FE0487  PID         -  FE0487
 FE0487  STATE/COUNTY-  TN/MADISON
 FE0487  USGS QUAD   -  HENDERSON (1983)
 FE0487
 FE0487                         *CURRENT SURVEY CONTROL
 FE0487  ___________________________________________________________________
 FE0487* NAD 83(1986)-  35 28 56.     (N)    088 42 16.     (W)     SCALED    
 FE0487* NAVD 88     -       120.512  (meters)     395.38   (feet)  ADJUSTED  
 FE0487  ___________________________________________________________________
 FE0487  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0487  DYNAMIC HT  -         120.403 (meters)     395.02  (feet)  COMP
 FE0487  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FE0487
 FE0487  VERT ORDER  -  FIRST     CLASS II
 FE0487
 FE0487.The horizontal coordinates were scaled from a topographic map and have
 FE0487.an estimated accuracy of +/- 6 seconds.
 FE0487
 FE0487.The orthometric height was determined by differential leveling
 FE0487.and adjusted by the National Geodetic Survey in June 1991..
 FE0487
 FE0487.The geoid height was determined by GEOID03.
 FE0487
 FE0487.The dynamic height is computed by dividing the NAVD 88
 FE0487.geopotential number by the normal gravity value computed on the
 FE0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0487.degrees latitude (g = 980.6199 gals.).
 FE0487
 FE0487.The modeled gravity was interpolated from observed gravity values.
 FE0487
 FE0487;                    North         East    Units  Estimated Accuracy
 FE0487;SPC TN       -   130,860.      354,610.      MT  (+/- 180 meters Scaled)
 FE0487
 FE0487                          SUPERSEDED SURVEY CONTROL
 FE0487
 FE0487  NGVD 29 (??/??/??)  120.535  (m)          395.46   (f) ADJUSTED    1 2
 FE0487
 FE0487.Superseded values are not recommended for survey control.
 FE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0487.See file dsdata.txt to determine how the superseded data were derived.
 FE0487
 FE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE453278(NAD 83)
 FE0487_MARKER: DB = BENCH MARK DISK
 FE0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0487_STAMPING: M 159 1944
 FE0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0487+STABILITY: SURFACE MOTION
 FE0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0487+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0487
 FE0487  HISTORY     - Date     Condition        Report By
 FE0487  HISTORY     - 1944     MONUMENTED       CGS
 FE0487  HISTORY     - 1948     GOOD             CGS
 FE0487  HISTORY     - 1972     GOOD             TVA
 FE0487  HISTORY     - 20020920 GOOD             USACE
 FE0487
 FE0487                          STATION DESCRIPTION
 FE0487
 FE0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0487'1.1 MI SE FROM PINSON.
 FE0487'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0487'RAILROAD FROM THE STATION AT PINSON, ABOUT 0.35 MILE NORTHWEST
 FE0487'OF THE CHESTER-MADISON COUNTY LINE, ABOUT 0.3 MILE SOUTH OF MILE
 FE0487'POST 374, 110 YARDS NORTHWEST OF A FARM ROAD CROSSING, 27 FEET
 FE0487'NORTHEAST OF THE NORTHEAST RAIL, 58.5 FEET NORTH-NORTHWEST OF A
 FE0487'SIGN STATION ONE MILE, 9 FEET SOUTHWEST OF THE CENTER LINE OF A
 FE0487'FARM ROAD PARALLELING THE TRACK, 3.8 FEET EAST-SOUTHEAST OF A
 FE0487'TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0487'4 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0487'PROJECTING 4 INCHES.  NOTE-- WHITE WITNESS POST GONE-TVA STEEL
 FE0487'POST AND SIGN SET 1 FT S OF MONUMENT.
 FE0487
 FE0487                          STATION RECOVERY (1972)
 FE0487
 FE0487'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0487'RECOVERED IN GOOD CONDITION.
 FE0487
 FE0487                          STATION RECOVERY (2002)
 FE0487
 FE0487'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0345 ***********************************************************************
 FC0345  DESIGNATION -  M 16
 FC0345  PID         -  FC0345
 FC0345  STATE/COUNTY-  TN/POLK
 FC0345  USGS QUAD   -  FARNER (1978)
 FC0345
 FC0345                         *CURRENT SURVEY CONTROL
 FC0345  ___________________________________________________________________
 FC0345* NAD 83(1986)-  35 09 02.     (N)    084 19 07.     (W)     SCALED    
 FC0345* NAVD 88     -       475.547  (meters)    1560.19   (feet)  ADJUSTED  
 FC0345  ___________________________________________________________________
 FC0345  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC0345  DYNAMIC HT  -         475.063 (meters)    1558.60  (feet)  COMP
 FC0345  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 FC0345
 FC0345  VERT ORDER  -  SECOND    CLASS 0
 FC0345
 FC0345.The horizontal coordinates were scaled from a topographic map and have
 FC0345.an estimated accuracy of +/- 6 seconds.
 FC0345
 FC0345.The orthometric height was determined by differential leveling
 FC0345.and adjusted by the National Geodetic Survey in June 1991..
 FC0345
 FC0345.The geoid height was determined by GEOID03.
 FC0345
 FC0345.The dynamic height is computed by dividing the NAVD 88
 FC0345.geopotential number by the normal gravity value computed on the
 FC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0345.degrees latitude (g = 980.6199 gals.).
 FC0345
 FC0345.The modeled gravity was interpolated from observed gravity values.
 FC0345
 FC0345;                    North         East    Units  Estimated Accuracy
 FC0345;SPC TN       -    91,990.      753,210.      MT  (+/- 180 meters Scaled)
 FC0345
 FC0345                          SUPERSEDED SURVEY CONTROL
 FC0345
 FC0345  NGVD 29 (??/??/92)  475.584  (m)         1560.31   (f) ADJ UNCH    2 0
 FC0345
 FC0345.Superseded values are not recommended for survey control.
 FC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0345.See file dsdata.txt to determine how the superseded data were derived.
 FC0345
 FC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD442930(NAD 83)
 FC0345_MARKER: DB = BENCH MARK DISK
 FC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0345_STAMPING: M 16 1933
 FC0345_MARK LOGO: CGS   
 FC0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0345+STABILITY: SURFACE MOTION
 FC0345
 FC0345  HISTORY     - Date     Condition        Report By
 FC0345  HISTORY     - 1933     MONUMENTED       CGS
 FC0345  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0345  HISTORY     - 1953     MARK NOT FOUND   TVA
 FC0345  HISTORY     - 20000119 SEE DESCRIPTION  NCGS
 FC0345
 FC0345                          STATION DESCRIPTION
 FC0345
 FC0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0345'0.3 MI SW FROM FARNER.
 FC0345'0.3 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0345'FROM THE STATION AT FARNER, POLK COUNTY, 215 FEET SOUTHWEST OF
 FC0345'THE CENTER OF A ROAD CROSSING, AND 304 FEET NORTHWEST OF THE
 FC0345'NORTHWEST RAIL.  A STANDARD DISK, STAMPED M 16 1933 AND SET IN
 FC0345'THE TOP OF A CONCRETE POST.
 FC0345
 FC0345                          STATION RECOVERY (1953)
 FC0345
 FC0345'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FC0345'MARK NOT FOUND.
 FC0345
 FC0345                          STATION RECOVERY (2000)
 FC0345
 FC0345'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0345'THE STATION WAS NOT FOUND AND MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0701 ***********************************************************************
 FE0701  DESIGNATION -  M 160
 FE0701  PID         -  FE0701
 FE0701  STATE/COUNTY-  TN/GIBSON
 FE0701  USGS QUAD   -  MEDINA (1981)
 FE0701
 FE0701                         *CURRENT SURVEY CONTROL
 FE0701  ___________________________________________________________________
 FE0701* NAD 83(1986)-  35 49 23.     (N)    088 45 17.     (W)     SCALED    
 FE0701* NAVD 88     -       163.331  (meters)     535.86   (feet)  ADJUSTED  
 FE0701  ___________________________________________________________________
 FE0701  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0701  DYNAMIC HT  -         163.188 (meters)     535.39  (feet)  COMP
 FE0701  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 FE0701
 FE0701  VERT ORDER  -  FIRST     CLASS II
 FE0701
 FE0701.The horizontal coordinates were scaled from a topographic map and have
 FE0701.an estimated accuracy of +/- 6 seconds.
 FE0701
 FE0701.The orthometric height was determined by differential leveling
 FE0701.and adjusted by the National Geodetic Survey in June 1991..
 FE0701
 FE0701.The geoid height was determined by GEOID03.
 FE0701
 FE0701.The dynamic height is computed by dividing the NAVD 88
 FE0701.geopotential number by the normal gravity value computed on the
 FE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0701.degrees latitude (g = 980.6199 gals.).
 FE0701
 FE0701.The modeled gravity was interpolated from observed gravity values.
 FE0701
 FE0701;                    North         East    Units  Estimated Accuracy
 FE0701;SPC TN       -   168,790.      351,120.      MT  (+/- 180 meters Scaled)
 FE0701
 FE0701                          SUPERSEDED SURVEY CONTROL
 FE0701
 FE0701  NGVD 29 (??/??/??)  163.380  (m)          536.02   (f) ADJUSTED    1 2
 FE0701
 FE0701.Superseded values are not recommended for survey control.
 FE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0701.See file dsdata.txt to determine how the superseded data were derived.
 FE0701
 FE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE414657(NAD 83)
 FE0701_MARKER: DB = BENCH MARK DISK
 FE0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0701_STAMPING: M 160 1944
 FE0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0701+STABILITY: SURFACE MOTION
 FE0701
 FE0701  HISTORY     - Date     Condition        Report By
 FE0701  HISTORY     - 1944     MONUMENTED       CGS
 FE0701  HISTORY     - 1948     GOOD             CGS
 FE0701  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0701
 FE0701                          STATION DESCRIPTION
 FE0701
 FE0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0701'1.9 MI N FROM MEDINA.
 FE0701'ABOUT 1.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0701'FROM THE STATION AT MEDINA, ABOUT 0.1 MILE SOUTH OF MILE POST
 FE0701'C 455, AT A PUBLIC GRAVEL ROAD CROSSING, 34 FEET WEST OF THE
 FE0701'WEST RAIL, 76 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 FE0701'68 FEET SOUTH-SOUTHWEST OF A CROSSING SIGN, 43 FEET SOUTH OF A
 FE0701'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 16 FEET
 FE0701'EAST OF A 4-FORKED OAK TREE, 2.5 FEET NORTH OF A WHITE WOODEN
 FE0701'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 FE0701'CONCRETE POST PROJECTING 2 INCHES.
 FE0701
 FE0701                          STATION RECOVERY (2002)
 FE0701
 FE0701'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0365 ***********************************************************************
 GD0365  DESIGNATION -  M 161
 GD0365  PID         -  GD0365
 GD0365  STATE/COUNTY-  TN/GIBSON
 GD0365  USGS QUAD   -  BRADFORD (1985)
 GD0365
 GD0365                         *CURRENT SURVEY CONTROL
 GD0365  ___________________________________________________________________
 GD0365* NAD 83(1986)-  36 06 58.     (N)    088 48 04.     (W)     SCALED    
 GD0365* NAVD 88     -        97.620  (meters)     320.27   (feet)  ADJUSTED  
 GD0365  ___________________________________________________________________
 GD0365  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0365  DYNAMIC HT  -          97.538 (meters)     320.01  (feet)  COMP
 GD0365  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GD0365
 GD0365  VERT ORDER  -  FIRST     CLASS II
 GD0365
 GD0365.The horizontal coordinates were scaled from a topographic map and have
 GD0365.an estimated accuracy of +/- 6 seconds.
 GD0365
 GD0365.The orthometric height was determined by differential leveling
 GD0365.and adjusted by the National Geodetic Survey in June 1991..
 GD0365
 GD0365.The geoid height was determined by GEOID03.
 GD0365
 GD0365.The dynamic height is computed by dividing the NAVD 88
 GD0365.geopotential number by the normal gravity value computed on the
 GD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0365.degrees latitude (g = 980.6199 gals.).
 GD0365
 GD0365.The modeled gravity was interpolated from observed gravity values.
 GD0365
 GD0365;                    North         East    Units  Estimated Accuracy
 GD0365;SPC TN       -   201,410.      347,860.      MT  (+/- 180 meters Scaled)
 GD0365
 GD0365                          SUPERSEDED SURVEY CONTROL
 GD0365
 GD0365  NGVD 29 (??/??/??)   97.656  (m)          320.39   (f) ADJUSTED    1 2
 GD0365
 GD0365.Superseded values are not recommended for survey control.
 GD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0365.See file dsdata.txt to determine how the superseded data were derived.
 GD0365
 GD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE379983(NAD 83)
 GD0365_MARKER: DB = BENCH MARK DISK
 GD0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0365_SP_SET: PIER
 GD0365_STAMPING: M 161 1944
 GD0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0365
 GD0365  HISTORY     - Date     Condition        Report By
 GD0365  HISTORY     - 1944     MONUMENTED       CGS
 GD0365  HISTORY     - 1948     GOOD             CGS
 GD0365  HISTORY     - 1967     GOOD             CGS
 GD0365  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0365
 GD0365                          STATION DESCRIPTION
 GD0365
 GD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0365'2.6 MI S FROM GREENFIELD.
 GD0365'ABOUT 2.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0365'THE STATION AT GREENFIELD, 146 YARDS SOUTH OF MILE POST C 434,
 GD0365'SET IN THE TOP OF THE WEST END OF THE NORTH ONE OF TWO CONCRETE
 GD0365'PIERS UNDER TRESTLE NO. 434-1, 7 FEET WEST OF THE WEST RAIL AND
 GD0365'ABOUT 0.3 FOOT BELOW THE TRACK.
 GD0365
 GD0365                          STATION RECOVERY (1967)
 GD0365
 GD0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0365'RECOVERED IN GOOD CONDITION.
 GD0365
 GD0365                          STATION RECOVERY (1990)
 GD0365
 GD0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1281 ***********************************************************************
 GA1281  DESIGNATION -  M 162
 GA1281  PID         -  GA1281
 GA1281  STATE/COUNTY-  TN/HAWKINS
 GA1281  USGS QUAD   -  CHURCH HILL (1991)
 GA1281
 GA1281                         *CURRENT SURVEY CONTROL
 GA1281  ___________________________________________________________________
 GA1281* NAD 83(1986)-  36 31 06.     (N)    082 44 44.     (W)     SCALED    
 GA1281* NAVD 88     -       357.499  (meters)    1172.89   (feet)  ADJUSTED  
 GA1281  ___________________________________________________________________
 GA1281  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1281  DYNAMIC HT  -         357.177 (meters)    1171.84  (feet)  COMP
 GA1281  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 GA1281
 GA1281  VERT ORDER  -  FIRST     CLASS I
 GA1281
 GA1281.The horizontal coordinates were scaled from a topographic map and have
 GA1281.an estimated accuracy of +/- 6 seconds.
 GA1281
 GA1281.The orthometric height was determined by differential leveling
 GA1281.and adjusted by the National Geodetic Survey in June 1991..
 GA1281
 GA1281.The geoid height was determined by GEOID03.
 GA1281
 GA1281.The dynamic height is computed by dividing the NAVD 88
 GA1281.geopotential number by the normal gravity value computed on the
 GA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1281.degrees latitude (g = 980.6199 gals.).
 GA1281
 GA1281.The modeled gravity was interpolated from observed gravity values.
 GA1281
 GA1281;                    North         East    Units  Estimated Accuracy
 GA1281;SPC TN       -   247,280.      891,450.      MT  (+/- 180 meters Scaled)
 GA1281
 GA1281                          SUPERSEDED SURVEY CONTROL
 GA1281
 GA1281  NGVD 29 (??/??/92)  357.644  (m)         1173.37   (f) ADJ UNCH    1 1
 GA1281
 GA1281.Superseded values are not recommended for survey control.
 GA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1281.See file dsdata.txt to determine how the superseded data were derived.
 GA1281
 GA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA437428(NAD 83)
 GA1281_MARKER: DB = BENCH MARK DISK
 GA1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1281_SP_SET: BRIDGE
 GA1281_STAMPING: M 162 1967
 GA1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1281+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 GA1281
 GA1281  HISTORY     - Date     Condition        Report By
 GA1281  HISTORY     - 1967     MONUMENTED       CGS
 GA1281  HISTORY     - 20031004 GOOD             GEOCAC
 GA1281
 GA1281                          STATION DESCRIPTION
 GA1281
 GA1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1281'2.4 MI W FROM CHURCH HILL.
 GA1281'ABOUT 2.35 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1281'FROM THE STATION AT CHURCH HILL, 0.2 MILE WEST OF MILEPOST
 GA1281'56, 7 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE
 GA1281'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD
 GA1281'BRIDGE OVER HORD CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GA1281'THE TRACK.
 GA1281
 GA1281                          STATION RECOVERY (2003)
 GA1281
 GA1281'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1862 ***********************************************************************
 GA1862  DESIGNATION -  M 163
 GA1862  PID         -  GA1862
 GA1862  STATE/COUNTY-  TN/HAMBLEN
 GA1862  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1862
 GA1862                         *CURRENT SURVEY CONTROL
 GA1862  ___________________________________________________________________
 GA1862* NAD 83(1986)-  36 15 00.     (N)    083 12 44.     (W)     SCALED    
 GA1862* NAVD 88     -       394.526  (meters)    1294.37   (feet)  ADJUSTED  
 GA1862  ___________________________________________________________________
 GA1862  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1862  DYNAMIC HT  -         394.166 (meters)    1293.19  (feet)  COMP
 GA1862  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1862
 GA1862  VERT ORDER  -  FIRST     CLASS I
 GA1862
 GA1862.The horizontal coordinates were scaled from a topographic map and have
 GA1862.an estimated accuracy of +/- 6 seconds.
 GA1862
 GA1862.The orthometric height was determined by differential leveling
 GA1862.and adjusted by the National Geodetic Survey in June 1991..
 GA1862
 GA1862.The geoid height was determined by GEOID03.
 GA1862
 GA1862.The dynamic height is computed by dividing the NAVD 88
 GA1862.geopotential number by the normal gravity value computed on the
 GA1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1862.degrees latitude (g = 980.6199 gals.).
 GA1862
 GA1862.The modeled gravity was interpolated from observed gravity values.
 GA1862
 GA1862;                    North         East    Units  Estimated Accuracy
 GA1862;SPC TN       -   216,220.      850,520.      MT  (+/- 180 meters Scaled)
 GA1862
 GA1862                          SUPERSEDED SURVEY CONTROL
 GA1862
 GA1862  NGVD 29 (??/??/92)  394.667  (m)         1294.84   (f) ADJ UNCH    1 1
 GA1862
 GA1862.Superseded values are not recommended for survey control.
 GA1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1862.See file dsdata.txt to determine how the superseded data were derived.
 GA1862
 GA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA012139(NAD 83)
 GA1862_MARKER: DB = BENCH MARK DISK
 GA1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1862_SP_SET: CULVERT
 GA1862_STAMPING: M 163 1967
 GA1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1862
 GA1862  HISTORY     - Date     Condition        Report By
 GA1862  HISTORY     - 1967     MONUMENTED       CGS
 GA1862
 GA1862                          STATION DESCRIPTION
 GA1862
 GA1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1862'1 MI SW FROM RUSSELLVILLE.
 GA1862'ABOUT 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1862'POST OFFICE AT RUSSELLVILLE, AT THE CROSSING OF THE SOUTHERN
 GA1862'RAILWAY COMPANY RAILROAD TRACK AND INDUSTRIAL AVENUE, SOUTHEAST
 GA1862'OF U.S. HIGHWAY 11 E, 0.1 MILE NORTH OF THE MODERN CHAIR COMPANY
 GA1862'PLANT NUMBER 2, 37 FEET SOUTHWEST OF THE CENTERLINE OF INDUSTRIAL
 GA1862'AVENUE, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 GA1862'HEAD WALL OF A CULVERT, 45 FEET SOUTHEAST OF THE SOUTHEAST
 GA1862'RAIL OF THE SOUTHEAST TRACK OF THE SOUTHERN RAILWAY COMPANY
 GA1862'RAILROAD, 99 FEET WEST AND ACROSS INDUSTRIAL AVENUE FROM POLE
 GA1862'NUMBER 1893, AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1794 ***********************************************************************
 GA1794  DESIGNATION -  M 164
 GA1794  PID         -  GA1794
 GA1794  STATE/COUNTY-  TN/HAMBLEN
 GA1794  USGS QUAD   -  MORRISTOWN (1979)
 GA1794
 GA1794                         *CURRENT SURVEY CONTROL
 GA1794  ___________________________________________________________________
 GA1794* NAD 83(1986)-  36 12 13.     (N)    083 18 22.     (W)     SCALED    
 GA1794* NAVD 88     -       403.891  (meters)    1325.10   (feet)  ADJUSTED  
 GA1794  ___________________________________________________________________
 GA1794  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1794  DYNAMIC HT  -         403.518 (meters)    1323.88  (feet)  COMP
 GA1794  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 GA1794
 GA1794  VERT ORDER  -  FIRST     CLASS I
 GA1794
 GA1794.The horizontal coordinates were scaled from a topographic map and have
 GA1794.an estimated accuracy of +/- 6 seconds.
 GA1794
 GA1794.The orthometric height was determined by differential leveling
 GA1794.and adjusted by the National Geodetic Survey in June 1991..
 GA1794
 GA1794.The geoid height was determined by GEOID03.
 GA1794
 GA1794.The dynamic height is computed by dividing the NAVD 88
 GA1794.geopotential number by the normal gravity value computed on the
 GA1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1794.degrees latitude (g = 980.6199 gals.).
 GA1794
 GA1794.The modeled gravity was interpolated from observed gravity values.
 GA1794
 GA1794;                    North         East    Units  Estimated Accuracy
 GA1794;SPC TN       -   210,840.      842,230.      MT  (+/- 180 meters Scaled)
 GA1794
 GA1794                          SUPERSEDED SURVEY CONTROL
 GA1794
 GA1794  NGVD 29 (??/??/92)  404.018  (m)         1325.52   (f) ADJ UNCH    1 1
 GA1794
 GA1794.Superseded values are not recommended for survey control.
 GA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1794.See file dsdata.txt to determine how the superseded data were derived.
 GA1794
 GA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA926089(NAD 83)
 GA1794_MARKER: DB = BENCH MARK DISK
 GA1794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1794_SP_SET: 24 FEET
 GA1794_STAMPING: M 164 1967
 GA1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1794
 GA1794  HISTORY     - Date     Condition        Report By
 GA1794  HISTORY     - 1967     MONUMENTED       CGS
 GA1794
 GA1794                          STATION DESCRIPTION
 GA1794
 GA1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1794'1 MI SW FROM MORRISTOWN.
 GA1794'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1794'STATION POST OFFICE AT MORRISTOWN, THENCE 0.8 MILE WEST ALONG
 GA1794'THE SOUTHERN RAILWAY COMPANY RAILROAD, THENCE 0.1 MILE SOUTH
 GA1794'ALONG SOUTH FAIRMONT AVENUE, 86 1/2 FEET EAST OF THE CENTERLINE
 GA1794'OF THE AVENUE, 110 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 GA1794'OF SOUTH FAIRMONT AVENUE AND WEST SECOND SOUTH STREET, 34 FEET
 GA1794'NORTHWEST OF THE CENTERLINE OF WEST SECOND SOUTH STREET, 30 FEET
 GA1794'NORTHEAST OF POLE NUMBER 508 WHICH BEARS A LIGHT, 6 FEET NORTHWEST
 GA1794'OF THE NORTHWEST CONCRETE CURB OF WEST SECOND SOUTH STREET, 1.7
 GA1794'FEET EAST OF A METAL FENCE CORNER POST FOR A CHAIN LINK FENCE
 GA1794'BORDERING THE KIMBER CHICKS PRODUCE COMPANY, 1.0 FOOT WEST OF A
 GA1794'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET,
 GA1794'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 GA1794'TO A DEPTH OF 24 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 GA1794'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1588 ***********************************************************************
 GC1588  DESIGNATION -  M 166
 GC1588  PID         -  GC1588
 GC1588  STATE/COUNTY-  TN/STEWART
 GC1588  USGS QUAD   -  STANDING ROCK (1986)
 GC1588
 GC1588                         *CURRENT SURVEY CONTROL
 GC1588  ___________________________________________________________________
 GC1588* NAD 83(1986)-  36 26 08.     (N)    087 58 11.     (W)     SCALED    
 GC1588* NAVD 88     -       121.195  (meters)     397.62   (feet)  ADJUSTED  
 GC1588  ___________________________________________________________________
 GC1588  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GC1588  DYNAMIC HT  -         121.095 (meters)     397.29  (feet)  COMP
 GC1588  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GC1588
 GC1588  VERT ORDER  -  FIRST     CLASS II
 GC1588
 GC1588.The horizontal coordinates were scaled from a topographic map and have
 GC1588.an estimated accuracy of +/- 6 seconds.
 GC1588
 GC1588.The orthometric height was determined by differential leveling
 GC1588.and adjusted by the National Geodetic Survey in June 1991..
 GC1588
 GC1588.The geoid height was determined by GEOID03.
 GC1588
 GC1588.The dynamic height is computed by dividing the NAVD 88
 GC1588.geopotential number by the normal gravity value computed on the
 GC1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1588.degrees latitude (g = 980.6199 gals.).
 GC1588
 GC1588.The modeled gravity was interpolated from observed gravity values.
 GC1588
 GC1588;                    North         East    Units  Estimated Accuracy
 GC1588;SPC TN       -   235,020.      423,400.      MT  (+/- 180 meters Scaled)
 GC1588
 GC1588                          SUPERSEDED SURVEY CONTROL
 GC1588
 GC1588  NGVD 29 (??/??/92)  121.233  (m)          397.75   (f) ADJ UNCH    1 2
 GC1588
 GC1588.Superseded values are not recommended for survey control.
 GC1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1588.See file dsdata.txt to determine how the superseded data were derived.
 GC1588
 GC1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF130326(NAD 83)
 GC1588_MARKER: DB = BENCH MARK DISK
 GC1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1588_STAMPING: M 166 1947
 GC1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1588+STABILITY: SURFACE MOTION
 GC1588
 GC1588  HISTORY     - Date     Condition        Report By
 GC1588  HISTORY     - 1947     MONUMENTED       CGS
 GC1588  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1588
 GC1588                          STATION DESCRIPTION
 GC1588
 GC1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1588'11.6 MI W FROM DOVER.
 GC1588'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1588'DOVER, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG THE T.V.A ROAD
 GC1588'LEADING TO MC KINNON, ABOUT 0.5 MILE SOUTHEAST OF MULBERRY HILL
 GC1588'SCHOOL, IN THE NORTHEAST CORNER OF A FARMHOUSE YARD, 134 FEET
 GC1588'SOUTHEAST ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A BARN, 47
 GC1588'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WHITE FARMHOUSE,
 GC1588'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST
 GC1588'OF THE CORNER POST OF A GARDEN FENCE, 2 FEET EAST OF THE CORNER
 GC1588'POST OF THE YARD FENCE, IN LINE WITH THE EAST-AND-WEST YARD FENCE,
 GC1588'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1588'POST PROJECTING ABOUT 4 INCHES.
 GC1588
 GC1588                          STATION RECOVERY (1972)
 GC1588
 GC1588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1616 ***********************************************************************
 GC1616  DESIGNATION -  M 167
 GC1616  PID         -  GC1616
 GC1616  STATE/COUNTY-  TN/HUMPHREYS
 GC1616  USGS QUAD   -  HALLS CREEK (1973)
 GC1616
 GC1616                         *CURRENT SURVEY CONTROL
 GC1616  ___________________________________________________________________
 GC1616* NAD 83(1986)-  36 13 23.     (N)    087 50 15.     (W)     SCALED    
 GC1616* NAVD 88     -       161.855  (meters)     531.02   (feet)  ADJUSTED  
 GC1616  ___________________________________________________________________
 GC1616  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1616  DYNAMIC HT  -         161.720 (meters)     530.58  (feet)  COMP
 GC1616  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GC1616
 GC1616  VERT ORDER  -  FIRST     CLASS II
 GC1616
 GC1616.The horizontal coordinates were scaled from a topographic map and have
 GC1616.an estimated accuracy of +/- 6 seconds.
 GC1616
 GC1616.The orthometric height was determined by differential leveling
 GC1616.and adjusted by the National Geodetic Survey in June 1991..
 GC1616
 GC1616.The geoid height was determined by GEOID03.
 GC1616
 GC1616.The dynamic height is computed by dividing the NAVD 88
 GC1616.geopotential number by the normal gravity value computed on the
 GC1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1616.degrees latitude (g = 980.6199 gals.).
 GC1616
 GC1616.The modeled gravity was interpolated from observed gravity values.
 GC1616
 GC1616;                    North         East    Units  Estimated Accuracy
 GC1616;SPC TN       -   211,220.      434,810.      MT  (+/- 180 meters Scaled)
 GC1616
 GC1616                          SUPERSEDED SURVEY CONTROL
 GC1616
 GC1616  NGVD 29 (??/??/92)  161.889  (m)          531.13   (f) ADJ UNCH    1 2
 GC1616
 GC1616.Superseded values are not recommended for survey control.
 GC1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1616.See file dsdata.txt to determine how the superseded data were derived.
 GC1616
 GC1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF247090(NAD 83)
 GC1616_MARKER: DB = BENCH MARK DISK
 GC1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1616_STAMPING: M 167 1947
 GC1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1616+STABILITY: SURFACE MOTION
 GC1616
 GC1616  HISTORY     - Date     Condition        Report By
 GC1616  HISTORY     - 1947     MONUMENTED       CGS
 GC1616  HISTORY     - 1972     GOOD             TVA
 GC1616
 GC1616                          STATION DESCRIPTION
 GC1616
 GC1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1616'11.6 MI N FROM WAVERLY.
 GC1616'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1616'WAVERLY, THENCE ABOUT 11.2 MILES NORTH ALONG THE GRAVEL ROAD
 GC1616'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 4.6 MILES
 GC1616'NORTH OF THE GENERAL STORE AT TRINITY, AT THE CHURCH OF CHRIST OF
 GC1616'LATTER-DAY SAINTS, 84 FEET NORTHEAST OF THE CENTER LINE OF THE
 GC1616'ROAD LEADING NORTHWEST TO NEW HOPE CHURCH, 40 FEET NORTHWEST OF
 GC1616'THE CENTER LINE OF THE NORTHEAST-AND-SOUTHWEST ROAD IN FRONT OF
 GC1616'THE CHURCH, 4.5 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH,
 GC1616'ABOUT 1-1/2 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A
 GC1616'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- 42 FT N 30 W OF
 GC1616'CENTERLINE OF NE-SW GRAVEL ROAD.  176 FT NSOE FROM CENTERLINE
 GC1616'CROSSROADS.  4.7 S 60 W FROM S CORNER OF CHURCH.  25.7 N 10 E
 GC1616'FROM 36 IN RED OAK.  62.7 N 7 SE FROM 18 IN BLACKGUM TREE.
 GC1616'STATION IS 3 IN UNDER SURFACE.
 GC1616
 GC1616                          STATION RECOVERY (1972)
 GC1616
 GC1616'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0242 ***********************************************************************
 GD0242  DESIGNATION -  M 168
 GD0242  PID         -  GD0242
 GD0242  STATE/COUNTY-  TN/BENTON
 GD0242  USGS QUAD   -  CAMDEN (1984)
 GD0242
 GD0242                         *CURRENT SURVEY CONTROL
 GD0242  ___________________________________________________________________
 GD0242* NAD 83(1986)-  36 01 37.     (N)    088 01 58.     (W)     SCALED    
 GD0242* NAVD 88     -       111.564  (meters)     366.02   (feet)  ADJUSTED  
 GD0242  ___________________________________________________________________
 GD0242  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0242  DYNAMIC HT  -         111.469 (meters)     365.71  (feet)  COMP
 GD0242  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GD0242
 GD0242  VERT ORDER  -  FIRST     CLASS II
 GD0242
 GD0242.The horizontal coordinates were scaled from a topographic map and have
 GD0242.an estimated accuracy of +/- 6 seconds.
 GD0242
 GD0242.The orthometric height was determined by differential leveling
 GD0242.and adjusted by the National Geodetic Survey in June 1991..
 GD0242
 GD0242.The geoid height was determined by GEOID03.
 GD0242
 GD0242.The dynamic height is computed by dividing the NAVD 88
 GD0242.geopotential number by the normal gravity value computed on the
 GD0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0242.degrees latitude (g = 980.6199 gals.).
 GD0242
 GD0242.The modeled gravity was interpolated from observed gravity values.
 GD0242
 GD0242;                    North         East    Units  Estimated Accuracy
 GD0242;SPC TN       -   189,810.      416,800.      MT  (+/- 180 meters Scaled)
 GD0242
 GD0242                          SUPERSEDED SURVEY CONTROL
 GD0242
 GD0242  NGVD 29 (??/??/??)  111.596  (m)          366.13   (f) ADJUSTED    1 2
 GD0242
 GD0242.Superseded values are not recommended for survey control.
 GD0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0242.See file dsdata.txt to determine how the superseded data were derived.
 GD0242
 GD0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE069874(NAD 83)
 GD0242_MARKER: DB = BENCH MARK DISK
 GD0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0242_SP_SET: CULVERT
 GD0242_STAMPING: M 168 1947
 GD0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0242
 GD0242  HISTORY     - Date     Condition        Report By
 GD0242  HISTORY     - 1947     MONUMENTED       CGS
 GD0242  HISTORY     - 1969     GOOD             CGS
 GD0242  HISTORY     - 1971     GOOD             NGS
 GD0242
 GD0242                          STATION DESCRIPTION
 GD0242
 GD0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0242'3 MI W FROM NEW JOHNSONVILLE.
 GD0242'THE MARK IS ABOUT 3 MILES WEST ALONG THE OLD NASHVILLE,
 GD0242'CHATTANOOGA AND ST. LOUIS RAILROAD (THIS IS NOW THE LOUISVILLE
 GD0242'AND NASHVILLE RAILROAD) FROM THE STATION IN NEW JOHNSONVILLE.
 GD0242'IT IS 15 RAILS SOUTHEAST OF A CROSSING, 100 FEET WEST OF
 GD0242'TELEGRAPH POLE NO. C 29, 75 FEET SOUTH OF TELEGRAPH POLE NO.
 GD0242'3350, 42.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD,
 GD0242'1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND IN THE WEST
 GD0242'END OF THE SOUTH HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT.  IT
 GD0242'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 GD0242'HEADWALL AND THE DISK IS STAMPED M 168 1947.
 GD0242
 GD0242                          STATION RECOVERY (1971)
 GD0242
 GD0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0112 ***********************************************************************
 FE0112  DESIGNATION -  M 169
 FE0112  PID         -  FE0112
 FE0112  STATE/COUNTY-  TN/DECATUR
 FE0112  USGS QUAD   -  JEANNETTE (1986)
 FE0112
 FE0112                         *CURRENT SURVEY CONTROL
 FE0112  ___________________________________________________________________
 FE0112* NAD 83(1986)-  35 38 10.     (N)    088 04 22.     (W)     SCALED    
 FE0112* NAVD 88     -       161.683  (meters)     530.46   (feet)  ADJUSTED  
 FE0112  ___________________________________________________________________
 FE0112  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0112  DYNAMIC HT  -         161.540 (meters)     529.99  (feet)  COMP
 FE0112  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 FE0112
 FE0112  VERT ORDER  -  FIRST     CLASS II
 FE0112
 FE0112.The horizontal coordinates were scaled from a topographic map and have
 FE0112.an estimated accuracy of +/- 6 seconds.
 FE0112
 FE0112.The orthometric height was determined by differential leveling
 FE0112.and adjusted by the National Geodetic Survey in June 1991..
 FE0112
 FE0112.The geoid height was determined by GEOID03.
 FE0112
 FE0112.The dynamic height is computed by dividing the NAVD 88
 FE0112.geopotential number by the normal gravity value computed on the
 FE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0112.degrees latitude (g = 980.6199 gals.).
 FE0112
 FE0112.The modeled gravity was interpolated from observed gravity values.
 FE0112
 FE0112;                    North         East    Units  Estimated Accuracy
 FE0112;SPC TN       -   146,530.      412,280.      MT  (+/- 180 meters Scaled)
 FE0112
 FE0112                          SUPERSEDED SURVEY CONTROL
 FE0112
 FE0112  NGVD 29 (??/??/??)  161.696  (m)          530.50   (f) ADJUSTED    1 2
 FE0112
 FE0112.Superseded values are not recommended for survey control.
 FE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0112.See file dsdata.txt to determine how the superseded data were derived.
 FE0112
 FE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE028441(NAD 83)
 FE0112_MARKER: DD = SURVEY DISK
 FE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0112_STAMPING: M 169 1947
 FE0112_MARK LOGO: TVA   
 FE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0112+STABILITY: SURFACE MOTION
 FE0112
 FE0112  HISTORY     - Date     Condition        Report By
 FE0112  HISTORY     - 1947     MONUMENTED       TVA
 FE0112  HISTORY     - 1947     GOOD             CGS
 FE0112
 FE0112                          STATION DESCRIPTION
 FE0112
 FE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0112'3.2 MI E FROM PARSONS.
 FE0112'3.25 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0112'OFFICE AT PARSONS, ABOUT 0.15 MILE WEST OF TAMMS SILCON CO.,
 FE0112'AT THE STARLIGHT CAFE AND CLUB, 85 FEET NORTHWEST OF THE SOUTHWEST
 FE0112'CORNER OF THE CAFE, 57 FEET SOUTHWEST OF THE SOUTH WEST CORNER
 FE0112'OF A CABIN, 83 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FE0112'9 FEET NORTHWEST OF A 10-INCH OAK TREE, 2 FEET EAST OF A WHITE
 FE0112'WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 FE0112'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0187 ***********************************************************************
 EH0187  DESIGNATION -  M 17
 EH0187  PID         -  EH0187
 EH0187  STATE/COUNTY-  TN/SHELBY
 EH0187  USGS QUAD   -  HORN LAKE (1982)
 EH0187
 EH0187                         *CURRENT SURVEY CONTROL
 EH0187  ___________________________________________________________________
 EH0187* NAD 83(1986)-  34 59 49.     (N)    090 01 57.     (W)     SCALED    
 EH0187* NAVD 88     -        89.410  (meters)     293.34   (feet)  ADJUSTED  
 EH0187  ___________________________________________________________________
 EH0187  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EH0187  DYNAMIC HT  -          89.327 (meters)     293.07  (feet)  COMP
 EH0187  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 EH0187
 EH0187  VERT ORDER  -  SECOND    CLASS 0
 EH0187
 EH0187.The horizontal coordinates were scaled from a topographic map and have
 EH0187.an estimated accuracy of +/- 6 seconds.
 EH0187
 EH0187.The orthometric height was determined by differential leveling
 EH0187.and adjusted by the National Geodetic Survey in June 1991..
 EH0187
 EH0187.The geoid height was determined by GEOID03.
 EH0187
 EH0187.The dynamic height is computed by dividing the NAVD 88
 EH0187.geopotential number by the normal gravity value computed on the
 EH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0187.degrees latitude (g = 980.6199 gals.).
 EH0187
 EH0187.The modeled gravity was interpolated from observed gravity values.
 EH0187
 EH0187;                    North         East    Units  Estimated Accuracy
 EH0187;SPC TN       -    81,210.      231,950.      MT  (+/- 180 meters Scaled)
 EH0187
 EH0187                          SUPERSEDED SURVEY CONTROL
 EH0187
 EH0187  NGVD 29 (??/??/??)   89.378  (m)          293.23   (f) ADJUSTED    2 0
 EH0187
 EH0187.Superseded values are not recommended for survey control.
 EH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0187.See file dsdata.txt to determine how the superseded data were derived.
 EH0187
 EH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU708767(NAD 83)
 EH0187_MARKER: DB = BENCH MARK DISK
 EH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0187_STAMPING: M 17 1934
 EH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0187+STABILITY: SURFACE MOTION
 EH0187
 EH0187  HISTORY     - Date     Condition        Report By
 EH0187  HISTORY     - 1934     MONUMENTED       CGS
 EH0187  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH0187
 EH0187                          STATION DESCRIPTION
 EH0187
 EH0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0187'10.6 MI S FROM MEMPHIS.
 EH0187'10.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 EH0187'OFFICE AT MEMPHIS, 720 FEET NORTH OF THE TENNESSEE-MISSISSIPPI STATE
 EH0187'LINE, 72 FEET NORTHEAST OF THE WAITING STATION AT SCAIFE, AND 44 FEET
 EH0187'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 17
 EH0187'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EH0187
 EH0187                          STATION RECOVERY (2003)
 EH0187
 EH0187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0187'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1035 ***********************************************************************
 FD1035  DESIGNATION -  M 170
 FD1035  PID         -  FD1035
 FD1035  STATE/COUNTY-  TN/PERRY
 FD1035  USGS QUAD   -  CLIFTON (1972)
 FD1035
 FD1035                         *CURRENT SURVEY CONTROL
 FD1035  ___________________________________________________________________
 FD1035* NAD 83(1986)-  35 28 38.     (N)    087 56 36.     (W)     SCALED    
 FD1035* NAVD 88     -       142.632  (meters)     467.95   (feet)  ADJUSTED  
 FD1035  ___________________________________________________________________
 FD1035  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1035  DYNAMIC HT  -         142.501 (meters)     467.52  (feet)  COMP
 FD1035  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FD1035
 FD1035  VERT ORDER  -  FIRST     CLASS II
 FD1035
 FD1035.The horizontal coordinates were scaled from a topographic map and have
 FD1035.an estimated accuracy of +/- 6 seconds.
 FD1035
 FD1035.The orthometric height was determined by differential leveling
 FD1035.and adjusted by the National Geodetic Survey in June 1991..
 FD1035
 FD1035.The geoid height was determined by GEOID03.
 FD1035
 FD1035.The dynamic height is computed by dividing the NAVD 88
 FD1035.geopotential number by the normal gravity value computed on the
 FD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1035.degrees latitude (g = 980.6199 gals.).
 FD1035
 FD1035.The modeled gravity was interpolated from observed gravity values.
 FD1035
 FD1035;                    North         East    Units  Estimated Accuracy
 FD1035;SPC TN       -   128,670.      423,650.      MT  (+/- 180 meters Scaled)
 FD1035
 FD1035                          SUPERSEDED SURVEY CONTROL
 FD1035
 FD1035  NGVD 29 (??/??/92)  142.640  (m)          467.98   (f) ADJ UNCH    1 2
 FD1035
 FD1035.Superseded values are not recommended for survey control.
 FD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1035.See file dsdata.txt to determine how the superseded data were derived.
 FD1035
 FD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE144263(NAD 83)
 FD1035_MARKER: DB = BENCH MARK DISK
 FD1035_SETTING: 66 = SET IN ROCK OUTCROP
 FD1035_SP_SET: SET IN ROCK OUTCROP
 FD1035_STAMPING: M 170 1947
 FD1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1035+STABILITY: POSITION/ELEVATION WELL
 FD1035
 FD1035  HISTORY     - Date     Condition        Report By
 FD1035  HISTORY     - 1947     MONUMENTED       CGS
 FD1035  HISTORY     - 1950     GOOD             NGS
 FD1035
 FD1035                          STATION DESCRIPTION
 FD1035
 FD1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1035'9.3 MI NE FROM CLIFTON.
 FD1035'IN PERRY COUNTY, 9.3 MILES NORTHEAST ALONG THE LINDEN ROAD FROM
 FD1035'THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, AT THE INTERSECTION
 FD1035'OF AN EAST-AND-WEST ROAD (THE ROAD LEADS EAST TO PETERS LANDING),
 FD1035'100 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 62
 FD1035'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 26 FEET
 FD1035'SOUTHWEST OF A TRIANGULAR-BLAZED 18-INCH OAK TREE WITH THE TOP
 FD1035'BROKEN OFF, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 5
 FD1035'FEET WEST OF A STEEL POST WITH A CONTROL-MARKER SIGN, IN THE TOP
 FD1035'OF THE SOUTHWEST CORNER OF A PROJECTING LIMESTONE ROCK OUTCROP,
 FD1035'AND ABOUT 4 FEET ABOVE THE ROAD INTERSECTION.  A STANDARD DISK,
 FD1035'STAMPED M 170 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0277 ***********************************************************************
 FE0277  CBN         -  This is a Cooperative Base Network Control Station.
 FE0277  DESIGNATION -  M 171
 FE0277  PID         -  FE0277
 FE0277  STATE/COUNTY-  TN/HARDIN
 FE0277  USGS QUAD   -  COUNCE (1984)
 FE0277
 FE0277                         *CURRENT SURVEY CONTROL
 FE0277  ___________________________________________________________________
 FE0277* NAD 83(1995)-  35 03 59.48968(N)    088 14 51.25357(W)     ADJUSTED  
 FE0277* NAVD 88     -       128.633  (meters)     422.02   (feet)  ADJUSTED  
 FE0277  ___________________________________________________________________
 FE0277  X           -     159,824.117 (meters)                     COMP
 FE0277  Y           -  -5,223,828.604 (meters)                     COMP
 FE0277  Z           -   3,643,968.218 (meters)                     COMP
 FE0277  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FE0277  ELLIP HEIGHT-         101.19  (meters)          (08/03/04) GPS OBS
 FE0277  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0277  DYNAMIC HT  -         128.515 (meters)     421.64  (feet)  COMP
 FE0277  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE0277
 FE0277  HORZ ORDER  -  A
 FE0277  VERT ORDER  -  FIRST     CLASS II
 FE0277  ELLP ORDER  -  FOURTH    CLASS I
 FE0277
 FE0277.The horizontal coordinates were established by GPS observations
 FE0277.and adjusted by the National Geodetic Survey in August 2004..
 FE0277
 FE0277.The orthometric height was determined by differential leveling
 FE0277.and adjusted by the National Geodetic Survey in June 1991..
 FE0277
 FE0277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0277
 FE0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0277
 FE0277.The ellipsoidal height was determined by GPS observations
 FE0277.and is referenced to NAD 83.
 FE0277
 FE0277.The geoid height was determined by GEOID03.
 FE0277
 FE0277.The dynamic height is computed by dividing the NAVD 88
 FE0277.geopotential number by the normal gravity value computed on the
 FE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0277.degrees latitude (g = 980.6199 gals.).
 FE0277
 FE0277.The modeled gravity was interpolated from observed gravity values.
 FE0277
 FE0277;                    North         East     Units Scale Factor Converg.
 FE0277;SPC TN       -    83,702.867   394,999.949   MT  1.00003744   -1 18 56.9
 FE0277;SPC TN       -   274,615.16  1,295,929.00   sFT  1.00003744   -1 18 56.9
 FE0277;UTM  16      - 3,881,132.054   386,246.266   MT  0.99975948   -0 43 00.6
 FE0277
 FE0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0277!SPC TN       -   0.99998412  x   1.00003744  =   1.00002156
 FE0277!UTM  16      -   0.99998412  x   0.99975948  =   0.99974360
 FE0277
 FE0277                          SUPERSEDED SURVEY CONTROL
 FE0277
 FE0277  NAVD 88 (08/03/04)  128.63   (m)          422.0    (f) LEVELING    3  
 FE0277  NGVD 29 (??/??/??)  128.643  (m)          422.06   (f) ADJUSTED    1 2
 FE0277
 FE0277.Superseded values are not recommended for survey control.
 FE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0277.See file dsdata.txt to determine how the superseded data were derived.
 FE0277
 FE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8624681132(NAD 83)
 FE0277_MARKER: DB = BENCH MARK DISK
 FE0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0277_STAMPING: M 171 1947
 FE0277_MARK LOGO: CGS   
 FE0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0277+STABILITY: SURFACE MOTION
 FE0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0277+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0277
 FE0277  HISTORY     - Date     Condition        Report By
 FE0277  HISTORY     - 1947     MONUMENTED       CGS
 FE0277  HISTORY     - 1972     GOOD             TVA
 FE0277  HISTORY     - 20031010 GOOD             TNDT
 FE0277
 FE0277                          STATION DESCRIPTION
 FE0277
 FE0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0277'AT PICKWICK DAM.
 FE0277'AT PICKWICK DAM, SET IN THE TOP OF THE CONCRETE FLOOR AT THE
 FE0277'NORTHWEST CORNER OF THE UPPER LOCK CONCRETE GAGE HOUSE, 1 FOOT
 FE0277'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE GAGE HOUSE, AT THE
 FE0277'EXTREME EAST END OF SOUTH LOCKWALL.  NOTE- GAUGE HOUSE HAS BEEN
 FE0277'REMOVED.
 FE0277
 FE0277                          STATION RECOVERY (1972)
 FE0277
 FE0277'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0277'RECOVERED IN GOOD CONDITION.
 FE0277
 FE0277                          STATION RECOVERY (2003)
 FE0277
 FE0277'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1341 ***********************************************************************
 GC1341  DESIGNATION -  M 172
 GC1341  PID         -  GC1341
 GC1341  STATE/COUNTY-  TN/DICKSON
 GC1341  USGS QUAD   -  WHITE BLUFF (1983)
 GC1341
 GC1341                         *CURRENT SURVEY CONTROL
 GC1341  ___________________________________________________________________
 GC1341* NAD 83(1986)-  36 05 57.     (N)    087 14 52.     (W)     SCALED    
 GC1341* NAVD 88     -       252.632  (meters)     828.84   (feet)  ADJUSTED  
 GC1341  ___________________________________________________________________
 GC1341  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1341  DYNAMIC HT  -         252.412 (meters)     828.12  (feet)  COMP
 GC1341  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 GC1341
 GC1341  VERT ORDER  -  FIRST     CLASS II
 GC1341
 GC1341.The horizontal coordinates were scaled from a topographic map and have
 GC1341.an estimated accuracy of +/- 6 seconds.
 GC1341
 GC1341.The orthometric height was determined by differential leveling
 GC1341.and adjusted by the National Geodetic Survey in June 1991..
 GC1341
 GC1341.The geoid height was determined by GEOID03.
 GC1341
 GC1341.The dynamic height is computed by dividing the NAVD 88
 GC1341.geopotential number by the normal gravity value computed on the
 GC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1341.degrees latitude (g = 980.6199 gals.).
 GC1341
 GC1341.The modeled gravity was interpolated from observed gravity values.
 GC1341
 GC1341;                    North         East    Units  Estimated Accuracy
 GC1341;SPC TN       -   196,640.      487,640.      MT  (+/- 180 meters Scaled)
 GC1341
 GC1341                          SUPERSEDED SURVEY CONTROL
 GC1341
 GC1341  NGVD 29 (??/??/92)  252.629  (m)          828.83   (f) ADJ UNCH    1 2
 GC1341
 GC1341.Superseded values are not recommended for survey control.
 GC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1341.See file dsdata.txt to determine how the superseded data were derived.
 GC1341
 GC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE776949(NAD 83)
 GC1341_MARKER: DB = BENCH MARK DISK
 GC1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1341_SP_SET: CULVERT
 GC1341_STAMPING: M 172 1948
 GC1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1341
 GC1341  HISTORY     - Date     Condition        Report By
 GC1341  HISTORY     - 1948     MONUMENTED       CGS
 GC1341
 GC1341                          STATION DESCRIPTION
 GC1341
 GC1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1341'1.8 MI W FROM WHITE BLUFF.
 GC1341'1.75 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1341'RAILWAY FROM THE STATION AT WHITE BLUFF, IN THE SOUTH ANGLE
 GC1341'OF A ROAD CROSSING NEAR POLE 31+35, OPPOSITE POLE NO. 31+36,
 GC1341'20.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 35 FEET
 GC1341'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 GC1341'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 16-INCH
 GC1341'CONCRETE PIPE CULVERT UNDER THE TRACK AND ABOUT 4 FEET BELOW THE
 GC1341'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1563 ***********************************************************************
 GC1563  DESIGNATION -  M 173
 GC1563  PID         -  GC1563
 GC1563  STATE/COUNTY-  TN/HUMPHREYS
 GC1563  USGS QUAD   -  WAVERLY (1987)
 GC1563
 GC1563                         *CURRENT SURVEY CONTROL
 GC1563  ___________________________________________________________________
 GC1563* NAD 83(1986)-  36 04 46.     (N)    087 51 29.     (W)     SCALED    
 GC1563* NAVD 88     -       135.413  (meters)     444.27   (feet)  ADJUSTED  
 GC1563  ___________________________________________________________________
 GC1563  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1563  DYNAMIC HT  -         135.297 (meters)     443.89  (feet)  COMP
 GC1563  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GC1563
 GC1563  VERT ORDER  -  FIRST     CLASS II
 GC1563
 GC1563.The horizontal coordinates were scaled from a topographic map and have
 GC1563.an estimated accuracy of +/- 6 seconds.
 GC1563
 GC1563.The orthometric height was determined by differential leveling
 GC1563.and adjusted by the National Geodetic Survey in June 1991..
 GC1563
 GC1563.The geoid height was determined by GEOID03.
 GC1563
 GC1563.The dynamic height is computed by dividing the NAVD 88
 GC1563.geopotential number by the normal gravity value computed on the
 GC1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1563.degrees latitude (g = 980.6199 gals.).
 GC1563
 GC1563.The modeled gravity was interpolated from observed gravity values.
 GC1563
 GC1563;                    North         East    Units  Estimated Accuracy
 GC1563;SPC TN       -   195,320.      432,660.      MT  (+/- 180 meters Scaled)
 GC1563
 GC1563                          SUPERSEDED SURVEY CONTROL
 GC1563
 GC1563  NGVD 29 (??/??/92)  135.445  (m)          444.37   (f) ADJ UNCH    1 2
 GC1563
 GC1563.Superseded values are not recommended for survey control.
 GC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1563.See file dsdata.txt to determine how the superseded data were derived.
 GC1563
 GC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE227931(NAD 83)
 GC1563_MARKER: DB = BENCH MARK DISK
 GC1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1563_STAMPING: M 173 1948
 GC1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1563+STABILITY: SURFACE MOTION
 GC1563
 GC1563  HISTORY     - Date     Condition        Report By
 GC1563  HISTORY     - 1948     MONUMENTED       CGS
 GC1563
 GC1563                          STATION DESCRIPTION
 GC1563
 GC1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1563'3.8 MI W FROM WAVERLY.
 GC1563'3.6 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURT HOUSE AT
 GC1563'WAVERLY, THENCE ABOUT 1/4 MILE NORTH ACROSS THE WAVERLY AIRPORT,
 GC1563'AT THE NORTH BOUNDARY FENCE (PROPOSED) OF THE WAVERLY AIRPORT,
 GC1563'ABOUT 35 FEET EAST OF THE CENTER LINE OF A DIM ROAD, AND SET IN
 GC1563'THE TOP OF A CONCRETE POST.  NOTE-- FIELD IS NOW UNDER
 GC1563'CONSTRUCTION SO THAT DESCRIPTION WRITTEN AT THIS DATE IS VOID FOR
 GC1563'FUTURE REFERENCES.  DETAILED DESCRIPTION TO BE FURNISHED UPON
 GC1563'END OF CONSTRUCTION BY THE C.A.A. ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0311 ***********************************************************************
 GD0311  DESIGNATION -  M 174
 GD0311  PID         -  GD0311
 GD0311  STATE/COUNTY-  TN/WEAKLEY
 GD0311  USGS QUAD   -  MC CONNELL (1983)
 GD0311
 GD0311                         *CURRENT SURVEY CONTROL
 GD0311  ___________________________________________________________________
 GD0311* NAD 83(1986)-  36 23 48.     (N)    088 51 09.     (W)     SCALED    
 GD0311* NAVD 88     -       100.182  (meters)     328.68   (feet)  ADJUSTED  
 GD0311  ___________________________________________________________________
 GD0311  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0311  DYNAMIC HT  -         100.102 (meters)     328.42  (feet)  COMP
 GD0311  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GD0311
 GD0311  VERT ORDER  -  FIRST     CLASS II
 GD0311
 GD0311.The horizontal coordinates were scaled from a topographic map and have
 GD0311.an estimated accuracy of +/- 6 seconds.
 GD0311
 GD0311.The orthometric height was determined by differential leveling
 GD0311.and adjusted by the National Geodetic Survey in June 1991..
 GD0311
 GD0311.The geoid height was determined by GEOID03.
 GD0311
 GD0311.The dynamic height is computed by dividing the NAVD 88
 GD0311.geopotential number by the normal gravity value computed on the
 GD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0311.degrees latitude (g = 980.6199 gals.).
 GD0311
 GD0311.The modeled gravity was interpolated from observed gravity values.
 GD0311
 GD0311;                    North         East    Units  Estimated Accuracy
 GD0311;SPC TN       -   232,660.      344,140.      MT  (+/- 180 meters Scaled)
 GD0311
 GD0311                          SUPERSEDED SURVEY CONTROL
 GD0311
 GD0311  NGVD 29 (??/??/??)  100.183  (m)          328.68   (f) ADJUSTED    1 2
 GD0311
 GD0311.Superseded values are not recommended for survey control.
 GD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0311.See file dsdata.txt to determine how the superseded data were derived.
 GD0311
 GD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF338295(NAD 83)
 GD0311_MARKER: DB = BENCH MARK DISK
 GD0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0311_STAMPING: M 174 1948
 GD0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0311+STABILITY: SURFACE MOTION
 GD0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0311+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0311
 GD0311  HISTORY     - Date     Condition        Report By
 GD0311  HISTORY     - 1948     MONUMENTED       CGS
 GD0311  HISTORY     - 1967     GOOD             CGS
 GD0311  HISTORY     - 20020820 GOOD             USACE
 GD0311
 GD0311                          STATION DESCRIPTION
 GD0311
 GD0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0311'3.6 MI N FROM MARTIN.
 GD0311'ABOUT 3.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0311'THE UNION STATION AT MARTIN, ABOUT 110 YARDS NORTH OF MILE POST
 GD0311'C 414, ABOUT 95 YARDS EAST AND ACROSS TRACK FROM U.S. HIGHWAY
 GD0311'45E, AT A PUBLIC GRAVEL ROAD CROSSING, 100 FEET EAST OF THE EAST
 GD0311'RAIL, 24 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 52.5
 GD0311'FEET EAST OF THE FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE,
 GD0311'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3.5 FEET BELOW THE
 GD0311'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GD0311'NOTE-- THIS MARK IS NOW 0.7 OF A FOOT S OF A METAL WITNESS POST
 GD0311'AND SIGN.
 GD0311
 GD0311                          STATION RECOVERY (1967)
 GD0311
 GD0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0311'RECOVERED IN GOOD CONDITION.
 GD0311
 GD0311                          STATION RECOVERY (2002)
 GD0311
 GD0311'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0691 ***********************************************************************
 FE0691  DESIGNATION -  M 174
 FE0691  PID         -  FE0691
 FE0691  STATE/COUNTY-  TN/GIBSON
 FE0691  USGS QUAD   -  ATWOOD (1983)
 FE0691
 FE0691                         *CURRENT SURVEY CONTROL
 FE0691  ___________________________________________________________________
 FE0691* NAD 83(1986)-  35 57 22.     (N)    088 44 23.     (W)     SCALED    
 FE0691* NAVD 88     -       112.279  (meters)     368.37   (feet)  ADJUSTED  
 FE0691  ___________________________________________________________________
 FE0691  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0691  DYNAMIC HT  -         112.182 (meters)     368.05  (feet)  COMP
 FE0691  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FE0691
 FE0691  VERT ORDER  -  FIRST     CLASS II
 FE0691
 FE0691.The horizontal coordinates were scaled from a topographic map and have
 FE0691.an estimated accuracy of +/- 6 seconds.
 FE0691
 FE0691.The orthometric height was determined by differential leveling
 FE0691.and adjusted by the National Geodetic Survey in June 1991..
 FE0691
 FE0691.The geoid height was determined by GEOID03.
 FE0691
 FE0691.The dynamic height is computed by dividing the NAVD 88
 FE0691.geopotential number by the normal gravity value computed on the
 FE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0691.degrees latitude (g = 980.6199 gals.).
 FE0691
 FE0691.The modeled gravity was interpolated from observed gravity values.
 FE0691
 FE0691;                    North         East    Units  Estimated Accuracy
 FE0691;SPC TN       -   183,510.      352,880.      MT  (+/- 180 meters Scaled)
 FE0691
 FE0691                          SUPERSEDED SURVEY CONTROL
 FE0691
 FE0691  NGVD 29 (??/??/??)  112.334  (m)          368.55   (f) ADJUSTED    1 2
 FE0691
 FE0691.Superseded values are not recommended for survey control.
 FE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0691.See file dsdata.txt to determine how the superseded data were derived.
 FE0691
 FE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE431804(NAD 83)
 FE0691_MARKER: DB = BENCH MARK DISK
 FE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0691_STAMPING: M 174 1948
 FE0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0691+STABILITY: SURFACE MOTION
 FE0691
 FE0691  HISTORY     - Date     Condition        Report By
 FE0691  HISTORY     - 1948     MONUMENTED       CGS
 FE0691  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0691
 FE0691                          STATION DESCRIPTION
 FE0691
 FE0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0691'2.8 MI N FROM MILAN.
 FE0691'ABOUT 0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0691'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 2.2 MILES
 FE0691'NORTH ALONG A GRAVEL ROAD, AT THE EAST SIDE OF THE MILAN MUNICIPAL
 FE0691'AIRPORT, 130 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 FE0691'3.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TIN HANGAR
 FE0691'BUILDING, 21 FEET SOUTH OF THE CENTER LINE OF A DRIVE WAY TO
 FE0691'THE HANGAR, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0691'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE0691'PROJECTING 4 INCHES.
 FE0691
 FE0691                          STATION RECOVERY (2002)
 FE0691
 FE0691'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0691'SUSPECTED DESTROYED, OLD AIRFIELD NOW ABANDONED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1223 ***********************************************************************
 FD1223  DESIGNATION -  M 175
 FD1223  PID         -  FD1223
 FD1223  STATE/COUNTY-  TN/LEWIS
 FD1223  USGS QUAD   -  HOHENWALD (1991)
 FD1223
 FD1223                         *CURRENT SURVEY CONTROL
 FD1223  ___________________________________________________________________
 FD1223* NAD 83(1986)-  35 33 04.     (N)    087 37 01.     (W)     SCALED    
 FD1223* NAVD 88     -       289.168  (meters)     948.71   (feet)  ADJUSTED  
 FD1223  ___________________________________________________________________
 FD1223  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FD1223  DYNAMIC HT  -         288.899 (meters)     947.83  (feet)  COMP
 FD1223  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FD1223
 FD1223  VERT ORDER  -  FIRST     CLASS II
 FD1223
 FD1223.The horizontal coordinates were scaled from a topographic map and have
 FD1223.an estimated accuracy of +/- 6 seconds.
 FD1223
 FD1223.The orthometric height was determined by differential leveling
 FD1223.and adjusted by the National Geodetic Survey in June 1991..
 FD1223
 FD1223.The geoid height was determined by GEOID03.
 FD1223
 FD1223.The dynamic height is computed by dividing the NAVD 88
 FD1223.geopotential number by the normal gravity value computed on the
 FD1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1223.degrees latitude (g = 980.6199 gals.).
 FD1223
 FD1223.The modeled gravity was interpolated from observed gravity values.
 FD1223
 FD1223;                    North         East    Units  Estimated Accuracy
 FD1223;SPC TN       -   136,320.      453,400.      MT  (+/- 180 meters Scaled)
 FD1223
 FD1223                          SUPERSEDED SURVEY CONTROL
 FD1223
 FD1223  NGVD 29 (??/??/92)  289.145  (m)          948.64   (f) ADJ UNCH    1 2
 FD1223
 FD1223.Superseded values are not recommended for survey control.
 FD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1223.See file dsdata.txt to determine how the superseded data were derived.
 FD1223
 FD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE440343(NAD 83)
 FD1223_MARKER: DB = BENCH MARK DISK
 FD1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1223_STAMPING: M 175 1949
 FD1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1223+STABILITY: SURFACE MOTION
 FD1223
 FD1223  HISTORY     - Date     Condition        Report By
 FD1223  HISTORY     - 1949     MONUMENTED       CGS
 FD1223  HISTORY     - 1953     GOOD             NGS
 FD1223
 FD1223                          STATION DESCRIPTION
 FD1223
 FD1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1223'3.8 MI W FROM HOHENWALD.
 FD1223'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1223'NATIONAL BANK AT HOHENWALD, ABOUT 0.5 MILE WEST OF THE JUNCTION
 FD1223'OF A GRAVEL ROAD SOUTH ABOUT 0.4 MILE EAST OF THE JUNCTION OF A
 FD1223'ROAD SOUTH, AT THE EAST END OF A SHORT EAST-WEST TANGENT IN
 FD1223'HIGHWAY, ABOUT 110 YARDS EAST OF THE TOP OF A GENTLE GRADE, 50
 FD1223'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF THE
 FD1223'1ST POWER POLE WEST OF THE EAST END OF THE EAST-WEST TANGENT,
 FD1223'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD1223'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD1223'INCHES.
 FD1223
 FD1223                          STATION RECOVERY (1953)
 FD1223
 FD1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0290 ***********************************************************************
 GD0290  DESIGNATION -  M 177
 GD0290  PID         -  GD0290
 GD0290  STATE/COUNTY-  TN/WEAKLEY
 GD0290  USGS QUAD   -  DRESDEN (1981)
 GD0290
 GD0290                         *CURRENT SURVEY CONTROL
 GD0290  ___________________________________________________________________
 GD0290* NAD 83(1986)-  36 17 30.     (N)    088 41 00.     (W)     SCALED    
 GD0290* NAVD 88     -       145.126  (meters)     476.13   (feet)  ADJUSTED  
 GD0290  ___________________________________________________________________
 GD0290  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0290  DYNAMIC HT  -         145.006 (meters)     475.74  (feet)  COMP
 GD0290  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GD0290
 GD0290  VERT ORDER  -  FIRST     CLASS II
 GD0290
 GD0290.The horizontal coordinates were scaled from a topographic map and have
 GD0290.an estimated accuracy of +/- 6 seconds.
 GD0290
 GD0290.The orthometric height was determined by differential leveling
 GD0290.and adjusted by the National Geodetic Survey in June 1991..
 GD0290
 GD0290.The geoid height was determined by GEOID03.
 GD0290
 GD0290.The dynamic height is computed by dividing the NAVD 88
 GD0290.geopotential number by the normal gravity value computed on the
 GD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0290.degrees latitude (g = 980.6199 gals.).
 GD0290
 GD0290.The modeled gravity was interpolated from observed gravity values.
 GD0290
 GD0290;                    North         East    Units  Estimated Accuracy
 GD0290;SPC TN       -   220,580.      358,990.      MT  (+/- 180 meters Scaled)
 GD0290
 GD0290                          SUPERSEDED SURVEY CONTROL
 GD0290
 GD0290  NGVD 29 (??/??/??)  145.150  (m)          476.21   (f) ADJUSTED    1 2
 GD0290
 GD0290.Superseded values are not recommended for survey control.
 GD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0290.See file dsdata.txt to determine how the superseded data were derived.
 GD0290
 GD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF488176(NAD 83)
 GD0290_MARKER: DB = BENCH MARK DISK
 GD0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0290_STAMPING: M 177 1949
 GD0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0290+STABILITY: SURFACE MOTION
 GD0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0290+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0290
 GD0290  HISTORY     - Date     Condition        Report By
 GD0290  HISTORY     - 1949     MONUMENTED       CGS
 GD0290  HISTORY     - 1967     GOOD             CGS
 GD0290  HISTORY     - 20020827 GOOD             USACE
 GD0290
 GD0290                          STATION DESCRIPTION
 GD0290
 GD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0290'1.4 MI E FROM DRESDEN.
 GD0290'THE MARK IS LOCATED IN THE YARD OF MR. R.C. STEPHENSON ABOUT
 GD0290'1.4 MILES EAST ALONG STATE ROUTE 54 FROM THE WEAKLEY COUNTY
 GD0290'COURTHOUSE IN DRESDEN, AND ABOUT 1.0 MILE EAST OF THE JUNCTION
 GD0290'OF STATE ROUTE 89 LEADING NORTHEAST.  IT IS ABOUT 105 YARDS
 GD0290'WEST OF THE DRIVE LEADING INTO THE MASCO FEED COMPANY, 150 FEET
 GD0290'WEST OF THE CENTER OF THE NORTH END OF A 28-INCH CONCRETE CULVERT,
 GD0290'124 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 50 FEET
 GD0290'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 6.5 FEET WEST
 GD0290'OF THE APPROXIMATE CENTER OF THE EAST DRIVE LEADING INTO THE
 GD0290'STEPHENSON HOME, AND 0.6 OF A FOOT NORTH OF THE WEST GATE POST
 GD0290'OF THE EAST DRIVE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0290'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE
 GD0290'DISK IS STAMPED M 177 1949.
 GD0290
 GD0290                          STATION RECOVERY (2002)
 GD0290
 GD0290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0201 ***********************************************************************
 FD0201  DESIGNATION -  M 178
 FD0201  PID         -  FD0201
 FD0201  STATE/COUNTY-  TN/FRANKLIN
 FD0201  USGS QUAD   -  BEANS CREEK (1975)
 FD0201
 FD0201                         *CURRENT SURVEY CONTROL
 FD0201  ___________________________________________________________________
 FD0201* NAD 83(1986)-  35 06 50.     (N)    086 12 21.     (W)     SCALED    
 FD0201* NAVD 88     -       290.580  (meters)     953.34   (feet)  ADJUSTED  
 FD0201  ___________________________________________________________________
 FD0201  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0201  DYNAMIC HT  -         290.294 (meters)     952.41  (feet)  COMP
 FD0201  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 FD0201
 FD0201  VERT ORDER  -  FIRST     CLASS II
 FD0201
 FD0201.The horizontal coordinates were scaled from a topographic map and have
 FD0201.an estimated accuracy of +/- 6 seconds.
 FD0201
 FD0201.The orthometric height was determined by differential leveling
 FD0201.and adjusted by the National Geodetic Survey in June 1991..
 FD0201
 FD0201.The geoid height was determined by GEOID03.
 FD0201
 FD0201.The dynamic height is computed by dividing the NAVD 88
 FD0201.geopotential number by the normal gravity value computed on the
 FD0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0201.degrees latitude (g = 980.6199 gals.).
 FD0201
 FD0201.The modeled gravity was interpolated from observed gravity values.
 FD0201
 FD0201;                    North         East    Units  Estimated Accuracy
 FD0201;SPC TN       -    86,620.      581,240.      MT  (+/- 180 meters Scaled)
 FD0201
 FD0201                          SUPERSEDED SURVEY CONTROL
 FD0201
 FD0201  NGVD 29 (??/??/92)  290.546  (m)          953.23   (f) ADJ UNCH    1 2
 FD0201
 FD0201.Superseded values are not recommended for survey control.
 FD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0201.See file dsdata.txt to determine how the superseded data were derived.
 FD0201
 FD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED723859(NAD 83)
 FD0201_MARKER: DB = BENCH MARK DISK
 FD0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0201_STAMPING: M 178 1949
 FD0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0201+STABILITY: SURFACE MOTION
 FD0201
 FD0201  HISTORY     - Date     Condition        Report By
 FD0201  HISTORY     - 1949     MONUMENTED       CGS
 FD0201
 FD0201                          STATION DESCRIPTION
 FD0201
 FD0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0201'1.8 MI NE FROM MAXWELL.
 FD0201'1.8 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0201'LOUIS RAILWAY FROM THE STATION AT MAXWELL, AT A ROAD CROSSING
 FD0201'LEADING FROM U.S. HIGHWAY 64 TO THE CUMBERLAND PRESBYTERIAN
 FD0201'CHURCH, 48 FEET EAST OF THE CENTER OF THE CROSSING, 34 FEET
 FD0201'NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 31 FEET
 FD0201'EAST OF THE NORTHEAST END OF A 16-INCH PIPE CULVERT UNDER ROAD
 FD0201'SOUTHEAST, 27 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET
 FD0201'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 35 FEET SOUTH-SOUTHWEST OF
 FD0201'POLE NO. 10/4, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FD0201'POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0201'POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 1.1 MILES
 FD0201'SOUTHWEST OF THE STATION AND CROSSING OF U.S. HIGHWAY 64 AT
 FD0201'BELVIDERE, FRANKLIN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0171 ***********************************************************************
 FD0171  CBN         -  This is a Cooperative Base Network Control Station.
 FD0171  DESIGNATION -  M 179
 FD0171  PID         -  FD0171
 FD0171  STATE/COUNTY-  TN/LINCOLN
 FD0171  USGS QUAD   -  MULBERRY (1972)
 FD0171
 FD0171                         *CURRENT SURVEY CONTROL
 FD0171  ___________________________________________________________________
 FD0171* NAD 83(1995)-  35 08 52.88649(N)    086 29 30.61616(W)     ADJUSTED  
 FD0171* NAVD 88     -       222.024  (meters)     728.42   (feet)  ADJUSTED  
 FD0171  ___________________________________________________________________
 FD0171  X           -     319,485.904 (meters)                     COMP
 FD0171  Y           -  -5,211,364.792 (meters)                     COMP
 FD0171  Z           -   3,651,418.555 (meters)                     COMP
 FD0171  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 FD0171  ELLIP HEIGHT-         193.95  (meters)          (08/03/04) GPS OBS
 FD0171  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0171  DYNAMIC HT  -         221.817 (meters)     727.74  (feet)  COMP
 FD0171  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FD0171
 FD0171  HORZ ORDER  -  A
 FD0171  VERT ORDER  -  FIRST     CLASS II
 FD0171  ELLP ORDER  -  FOURTH    CLASS I
 FD0171
 FD0171.The horizontal coordinates were established by GPS observations
 FD0171.and adjusted by the National Geodetic Survey in August 2004..
 FD0171
 FD0171.The orthometric height was determined by differential leveling
 FD0171.and adjusted by the National Geodetic Survey in June 1991..
 FD0171
 FD0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0171
 FD0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0171
 FD0171.The ellipsoidal height was determined by GPS observations
 FD0171.and is referenced to NAD 83.
 FD0171
 FD0171.The geoid height was determined by GEOID03.
 FD0171
 FD0171.The dynamic height is computed by dividing the NAVD 88
 FD0171.geopotential number by the normal gravity value computed on the
 FD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0171.degrees latitude (g = 980.6199 gals.).
 FD0171
 FD0171.The modeled gravity was interpolated from observed gravity values.
 FD0171
 FD0171;                    North         East     Units Scale Factor Converg.
 FD0171;SPC TN       -    90,503.410   555,181.344   MT  1.00001956   -0 17 16.6
 FD0171;SPC TN       -   296,926.60  1,821,457.46   sFT  1.00001956   -0 17 16.6
 FD0171;UTM  16      - 3,889,576.737   546,287.184   MT  0.99962640   +0 17 33.2
 FD0171
 FD0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0171!SPC TN       -   0.99996956  x   1.00001956  =   0.99998912
 FD0171!UTM  16      -   0.99996956  x   0.99962640  =   0.99959597
 FD0171
 FD0171                          SUPERSEDED SURVEY CONTROL
 FD0171
 FD0171  NAVD 88 (08/03/04)  222.02   (m)          728.4    (f) LEVELING    3  
 FD0171  NGVD 29 (??/??/92)  222.003  (m)          728.35   (f) ADJ UNCH    1 2
 FD0171
 FD0171.Superseded values are not recommended for survey control.
 FD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0171.See file dsdata.txt to determine how the superseded data were derived.
 FD0171
 FD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4628789577(NAD 83)
 FD0171_MARKER: DB = BENCH MARK DISK
 FD0171_SETTING: 66 = SET IN ROCK OUTCROP
 FD0171_SP_SET: ROCK OUTCROP
 FD0171_STAMPING: M 179 1949
 FD0171_MARK LOGO: CGS   
 FD0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0171+STABILITY: POSITION/ELEVATION WELL
 FD0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0171+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0171
 FD0171  HISTORY     - Date     Condition        Report By
 FD0171  HISTORY     - 1949     MONUMENTED       CGS
 FD0171  HISTORY     - 20010812 GOOD             TNDT
 FD0171  HISTORY     - 20031010 GOOD             TNDT
 FD0171
 FD0171                          STATION DESCRIPTION
 FD0171
 FD0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0171'2.1 MI NW FROM KELSO.
 FD0171'2.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0171'LOUIS RAILWAY FROM THE STATION AT KELSO, ABOUT 0.75 MILE NORTHWEST
 FD0171'OF THE BRIDGE OVER ELK RIVER, AT A PRIVATE ROAD CROSSING, 92
 FD0171'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 105 FEET
 FD0171'EAST-SOUTHEAST AND ACROSS THE TRACK FROM MILE POST 34, 48.8
 FD0171'FEET SOUTHWEST OF THE WEST CORNER OF A LARGE METAL COVERED
 FD0171'WAREHOUSE, 23 FEET WEST OF TELEPHONE POLE NO. 23/24, 11 1/2
 FD0171'FEET NORTH-NORTHEAST OF THE NEAR RAIL, SET IN THE TOP OF A
 FD0171'LARGE ROCK OUTCROP, 1 1/2 FEET
 FD0171'NORTH OF THE SOUTH EDGE OF THE ROCK AND ABOUT 1 FOOT ABOVE THE
 FD0171'TRACK.
 FD0171
 FD0171                          STATION RECOVERY (2001)
 FD0171
 FD0171'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0171'RECOVERED IN GOOD CONDITION.
 FD0171
 FD0171                          STATION RECOVERY (2003)
 FD0171
 FD0171'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0312 ***********************************************************************
 FD0312  DESIGNATION -  M 180
 FD0312  PID         -  FD0312
 FD0312  STATE/COUNTY-  TN/MARSHALL
 FD0312  USGS QUAD   -  BELFAST (1982)
 FD0312
 FD0312                         *CURRENT SURVEY CONTROL
 FD0312  ___________________________________________________________________
 FD0312* NAD 83(1986)-  35 23 01.     (N)    086 40 44.     (W)     SCALED    
 FD0312* NAVD 88     -       265.153  (meters)     869.92   (feet)  ADJUSTED  
 FD0312  ___________________________________________________________________
 FD0312  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0312  DYNAMIC HT  -         264.909 (meters)     869.12  (feet)  COMP
 FD0312  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FD0312
 FD0312  VERT ORDER  -  FIRST     CLASS II
 FD0312
 FD0312.The horizontal coordinates were scaled from a topographic map and have
 FD0312.an estimated accuracy of +/- 6 seconds.
 FD0312
 FD0312.The orthometric height was determined by differential leveling
 FD0312.and adjusted by the National Geodetic Survey in June 1991..
 FD0312
 FD0312.The geoid height was determined by GEOID03.
 FD0312
 FD0312.The dynamic height is computed by dividing the NAVD 88
 FD0312.geopotential number by the normal gravity value computed on the
 FD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0312.degrees latitude (g = 980.6199 gals.).
 FD0312
 FD0312.The modeled gravity was interpolated from observed gravity values.
 FD0312
 FD0312;                    North         East    Units  Estimated Accuracy
 FD0312;SPC TN       -   116,740.      538,320.      MT  (+/- 180 meters Scaled)
 FD0312
 FD0312                          SUPERSEDED SURVEY CONTROL
 FD0312
 FD0312  NGVD 29 (??/??/92)  265.124  (m)          869.83   (f) ADJ UNCH    1 2
 FD0312
 FD0312.Superseded values are not recommended for survey control.
 FD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0312.See file dsdata.txt to determine how the superseded data were derived.
 FD0312
 FD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE291156(NAD 83)
 FD0312_MARKER: DB = BENCH MARK DISK
 FD0312_SETTING: 66 = SET IN ROCK OUTCROP
 FD0312_SP_SET: SET IN ROCK OUTCROP
 FD0312_STAMPING: M 180 1949
 FD0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0312+STABILITY: POSITION/ELEVATION WELL
 FD0312
 FD0312  HISTORY     - Date     Condition        Report By
 FD0312  HISTORY     - 1949     MONUMENTED       CGS
 FD0312
 FD0312                          STATION DESCRIPTION
 FD0312
 FD0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0312'3 MI SE FROM BELFAST.
 FD0312'3.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0312'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0312'SET IN THE TOP OF A ROCK LEDGE, 153 FEET NORTH OF THE CENTER OF
 FD0312'THE JUNCTION OF ROAD AND A DRIVE EAST TO A FARM HOUSE, 71 FEET
 FD0312'SOUTHEAST AND ACROSS THE TRACK FROM POLE NO. 58/7, 46 FEET
 FD0312'NORTHEAST OF THE CENTER LINE OF THE DIM ROAD CROSSING, 21 FEET
 FD0312'NORTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST
 FD0312'OF THE SOUTHEAST RAIL, ABOUT 3 1/2 FEET ABOVE THE TRACK AND SET
 FD0312'IN A DRILL HOLE.  NOTE-- MARK IS ABOUT 4.5 MILES NORTHWEST
 FD0312'ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE
 FD0312'STATION AT PETERSBURG, LINCOLN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0185 ***********************************************************************
 GD0185  DESIGNATION -  M 181
 GD0185  PID         -  GD0185
 GD0185  STATE/COUNTY-  TN/HENRY
 GD0185  USGS QUAD   -  PARIS (1986)
 GD0185
 GD0185                         *CURRENT SURVEY CONTROL
 GD0185  ___________________________________________________________________
 GD0185* NAD 83(1986)-  36 18 49.     (N)    088 20 32.     (W)     SCALED    
 GD0185* NAVD 88     -       151.194  (meters)     496.04   (feet)  ADJUSTED  
 GD0185  ___________________________________________________________________
 GD0185  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0185  DYNAMIC HT  -         151.070 (meters)     495.64  (feet)  COMP
 GD0185  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GD0185
 GD0185  VERT ORDER  -  FIRST     CLASS II
 GD0185
 GD0185.The horizontal coordinates were scaled from a topographic map and have
 GD0185.an estimated accuracy of +/- 6 seconds.
 GD0185
 GD0185.The orthometric height was determined by differential leveling
 GD0185.and adjusted by the National Geodetic Survey in June 1991..
 GD0185
 GD0185.The geoid height was determined by GEOID03.
 GD0185
 GD0185.The dynamic height is computed by dividing the NAVD 88
 GD0185.geopotential number by the normal gravity value computed on the
 GD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0185.degrees latitude (g = 980.6199 gals.).
 GD0185
 GD0185.The modeled gravity was interpolated from observed gravity values.
 GD0185
 GD0185;                    North         East    Units  Estimated Accuracy
 GD0185;SPC TN       -   222,230.      389,680.      MT  (+/- 180 meters Scaled)
 GD0185
 GD0185                          SUPERSEDED SURVEY CONTROL
 GD0185
 GD0185  NGVD 29 (??/??/??)  151.235  (m)          496.18   (f) ADJUSTED    1 2
 GD0185
 GD0185.Superseded values are not recommended for survey control.
 GD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0185.See file dsdata.txt to determine how the superseded data were derived.
 GD0185
 GD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF795195(NAD 83)
 GD0185_MARKER: DB = BENCH MARK DISK
 GD0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0185_STAMPING: M 181 1949
 GD0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0185+STABILITY: SURFACE MOTION
 GD0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0185+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0185
 GD0185  HISTORY     - Date     Condition        Report By
 GD0185  HISTORY     - 1949     MONUMENTED       CGS
 GD0185  HISTORY     - 1968     GOOD             CGS
 GD0185  HISTORY     - 1971     GOOD             NGS
 GD0185  HISTORY     - 20040508 GOOD             USACE
 GD0185
 GD0185                          STATION DESCRIPTION
 GD0185
 GD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0185'1.6 MI NW FROM PARIS.
 GD0185'THE MARK IS ABOUT 1.6 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0185'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0185'PARIS, 140 SOUTH-SOUTHEAST OF A PAVED ROAD LEADING SOUTHEAST AND
 GD0185'AT THE PARIS T.V.A. SUB-STATION.  IT IS 96 FEET EAST OF THE
 GD0185'APPROXIMATE CENTER OF STATE ROUTE 69, 80 FEET SOUTH OF THE NORTHWEST
 GD0185'CORNER OF THE CHAIN LINK FENCE AROUND THE SUB-STATION, 35.5 FEET
 GD0185'NORTH OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 20 FEET WEST
 GD0185'OF THE CENTER OF THE DOUBLE GATE WHERE THE DRIVE ENTERS THE
 GD0185'SUB-STATION ENCLOSURE, AND 1.1 FEET WEST OF THE CHAIN LINK FENCE AND
 GD0185'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD0185'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GD0185'DISK IS STAMPED M 181 1949.  NOTE-- 35.7 N OF THE SW FENCE CORNER
 GD0185'AROUND TVA SUB-STATION.
 GD0185
 GD0185                          STATION RECOVERY (1971)
 GD0185
 GD0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0185'RECOVERED IN GOOD CONDITION.
 GD0185
 GD0185                          STATION RECOVERY (2004)
 GD0185
 GD0185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1258 ***********************************************************************
 GC1258  DESIGNATION -  M 182
 GC1258  PID         -  GC1258
 GC1258  STATE/COUNTY-  TN/MONTGOMERY
 GC1258  USGS QUAD   -  CLARKSVILLE (1984)
 GC1258
 GC1258                         *CURRENT SURVEY CONTROL
 GC1258  ___________________________________________________________________
 GC1258* NAD 83(1986)-  36 30 27.     (N)    087 18 36.     (W)     SCALED    
 GC1258* NAVD 88     -       148.890  (meters)     488.48   (feet)  ADJUSTED  
 GC1258  ___________________________________________________________________
 GC1258  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1258  DYNAMIC HT  -         148.767 (meters)     488.08  (feet)  COMP
 GC1258  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 GC1258
 GC1258  VERT ORDER  -  FIRST     CLASS II
 GC1258
 GC1258.The horizontal coordinates were scaled from a topographic map and have
 GC1258.an estimated accuracy of +/- 6 seconds.
 GC1258
 GC1258.The orthometric height was determined by differential leveling
 GC1258.and adjusted by the National Geodetic Survey in June 1991..
 GC1258
 GC1258.The geoid height was determined by GEOID03.
 GC1258
 GC1258.The dynamic height is computed by dividing the NAVD 88
 GC1258.geopotential number by the normal gravity value computed on the
 GC1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1258.degrees latitude (g = 980.6199 gals.).
 GC1258
 GC1258.The modeled gravity was interpolated from observed gravity values.
 GC1258
 GC1258;                    North         East    Units  Estimated Accuracy
 GC1258;SPC TN       -   242,010.      482,650.      MT  (+/- 180 meters Scaled)
 GC1258
 GC1258                          SUPERSEDED SURVEY CONTROL
 GC1258
 GC1258  NGVD 29 (??/??/92)  148.953  (m)          488.69   (f) ADJ UNCH    1 2
 GC1258
 GC1258.Superseded values are not recommended for survey control.
 GC1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1258.See file dsdata.txt to determine how the superseded data were derived.
 GC1258
 GC1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF722402(NAD 83)
 GC1258_MARKER: DB = BENCH MARK DISK
 GC1258_SETTING: 66 = SET IN ROCK OUTCROP
 GC1258_SP_SET: ROCK CUT
 GC1258_STAMPING: M 182 1949
 GC1258_MARK LOGO: CGS   
 GC1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1258+STABILITY: POSITION/ELEVATION WELL
 GC1258
 GC1258  HISTORY     - Date     Condition        Report By
 GC1258  HISTORY     - 1949     MONUMENTED       CGS
 GC1258  HISTORY     - 1984     GOOD             NGS
 GC1258
 GC1258                          STATION DESCRIPTION
 GC1258
 GC1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1258'3.6 MI SE FROM CLARKSVILLE.
 GC1258'3.65 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1258'THE STATION AT CLARKSVILLE, 166 YARDS SOUTHEAST OF THE SOUTHEAST
 GC1258'END OF TRESTLE NO. H 52-52 OVER A ROAD, 302 FEET NORTHWEST OF THE
 GC1258'NORTHWEST END OF TRESTLE NO. H 52-21, 7.5 FEET NORTHEAST OF THE
 GC1258'NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 GC1258'PROJECTING OUT OF CUT BANK NEAT THE SOUTHEAST END OF A ROCKY
 GC1258'CUT, 1 1/2 FEET ABOVE THE GROUND AND ABOUT 1/2 FOOT ABOVE THE
 GC1258'TRACK.
 GC1258
 GC1258                          STATION RECOVERY (1984)
 GC1258
 GC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0845 ***********************************************************************
 EE0845  DESIGNATION -  M 183
 EE0845  PID         -  EE0845
 EE0845  STATE/COUNTY-  TN/MARION
 EE0845  USGS QUAD   -  NEW HOME (1982)
 EE0845
 EE0845                         *CURRENT SURVEY CONTROL
 EE0845  ___________________________________________________________________
 EE0845* NAD 83(1986)-  34 59 56.     (N)    085 36 33.     (W)     SCALED    
 EE0845* NAVD 88     -       189.990  (meters)     623.33   (feet)  ADJUSTED  
 EE0845  ___________________________________________________________________
 EE0845  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE0845  DYNAMIC HT  -         189.804 (meters)     622.72  (feet)  COMP
 EE0845  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE0845
 EE0845  VERT ORDER  -  FIRST     CLASS II
 EE0845
 EE0845.The horizontal coordinates were scaled from a topographic map and have
 EE0845.an estimated accuracy of +/- 6 seconds.
 EE0845
 EE0845.The orthometric height was determined by differential leveling
 EE0845.and adjusted by the National Geodetic Survey in June 1991..
 EE0845
 EE0845.The geoid height was determined by GEOID03.
 EE0845
 EE0845.The dynamic height is computed by dividing the NAVD 88
 EE0845.geopotential number by the normal gravity value computed on the
 EE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0845.degrees latitude (g = 980.6199 gals.).
 EE0845
 EE0845.The modeled gravity was interpolated from observed gravity values.
 EE0845
 EE0845;                    North         East    Units  Estimated Accuracy
 EE0845;SPC TN       -    73,920.      635,680.      MT  (+/- 180 meters Scaled)
 EE0845
 EE0845                          SUPERSEDED SURVEY CONTROL
 EE0845
 EE0845  NGVD 29 (??/??/92)  189.988  (m)          623.32   (f) ADJ UNCH    1 2
 EE0845
 EE0845.Superseded values are not recommended for survey control.
 EE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0845.See file dsdata.txt to determine how the superseded data were derived.
 EE0845
 EE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD269738(NAD 83)
 EE0845_MARKER: DB = BENCH MARK DISK
 EE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0845_STAMPING: M 183 1950
 EE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0845+STABILITY: SURFACE MOTION
 EE0845
 EE0845  HISTORY     - Date     Condition        Report By
 EE0845  HISTORY     - 1950     MONUMENTED       CGS
 EE0845  HISTORY     - 1963     GOOD             NGS
 EE0845
 EE0845                          STATION DESCRIPTION
 EE0845
 EE0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0845'3.8 MI W FROM LADDS.
 EE0845'ABOUT 3.8 MILES WESTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD
 EE0845'FROM THE UNDERPASS OF NO. 156 TENNESSEE HWY. IN LADDS, ABOUT 60
 EE0845'YARDS WNW OF CENTER OF AN EARTH ROAD CROSSING, DIRECTLY OPPOSITE
 EE0845'THE SHELLMOUND SMALL STATION SHED, ABOUT 30 YARDS S OF BANK
 EE0845'OF TENNESSEE RIVER, 85 FEET N OF N RAIL OF MAIN LINE DOUBLE
 EE0845'TRACKS, 6.4 FEET LOWER THAN THE TOP OF SAME, 1.4 FEET SW OF T.V.A.
 EE0845'STEEL WITNESS POST, AND PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1101 ***********************************************************************
 FC1101  DESIGNATION -  M 184
 FC1101  PID         -  FC1101
 FC1101  STATE/COUNTY-  TN/HAMILTON
 FC1101  USGS QUAD   -  DAISY (1976)
 FC1101
 FC1101                         *CURRENT SURVEY CONTROL
 FC1101  ___________________________________________________________________
 FC1101* NAD 83(1986)-  35 10 16.     (N)    085 13 58.     (W)     SCALED    
 FC1101* NAVD 88     -       210.483  (meters)     690.56   (feet)  ADJUSTED  
 FC1101  ___________________________________________________________________
 FC1101  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1101  DYNAMIC HT  -         210.274 (meters)     689.87  (feet)  COMP
 FC1101  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 FC1101
 FC1101  VERT ORDER  -  FIRST     CLASS II
 FC1101
 FC1101.The horizontal coordinates were scaled from a topographic map and have
 FC1101.an estimated accuracy of +/- 6 seconds.
 FC1101
 FC1101.The orthometric height was determined by differential leveling
 FC1101.and adjusted by the National Geodetic Survey in June 1991..
 FC1101
 FC1101.The geoid height was determined by GEOID03.
 FC1101
 FC1101.The dynamic height is computed by dividing the NAVD 88
 FC1101.geopotential number by the normal gravity value computed on the
 FC1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1101.degrees latitude (g = 980.6199 gals.).
 FC1101
 FC1101.The modeled gravity was interpolated from observed gravity values.
 FC1101
 FC1101;                    North         East    Units  Estimated Accuracy
 FC1101;SPC TN       -    93,230.      669,890.      MT  (+/- 180 meters Scaled)
 FC1101
 FC1101                          SUPERSEDED SURVEY CONTROL
 FC1101
 FC1101  NGVD 29 (??/??/92)  210.526  (m)          690.70   (f) ADJ UNCH    1 2
 FC1101
 FC1101.Superseded values are not recommended for survey control.
 FC1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1101.See file dsdata.txt to determine how the superseded data were derived.
 FC1101
 FC1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609934(NAD 83)
 FC1101_MARKER: DB = BENCH MARK DISK
 FC1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1101_STAMPING: M 184 1950
 FC1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1101+STABILITY: SURFACE MOTION
 FC1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1101+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 FC1101
 FC1101  HISTORY     - Date     Condition        Report By
 FC1101  HISTORY     - 1950     MONUMENTED       CGS
 FC1101  HISTORY     - 1972     GOOD             TVA
 FC1101  HISTORY     - 19980117 GOOD             USPSQD
 FC1101  HISTORY     - 20050802 GOOD             GEOCAC
 FC1101
 FC1101                          STATION DESCRIPTION
 FC1101
 FC1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1101'2.1 MI N FROM HIXON.
 FC1101'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1101'AT HIXON, ABOUT 0.15 MILE SOUTH OF A COUNTY ROAD CROSSING, AT
 FC1101'A PRIVATE ROAD CROSSING, AT THE NORTH END OF A CUT, 45.8 FEET
 FC1101'WEST OF THE WEST RAIL, 9 FEET NORTH OF THE CENTER LINE OF THE
 FC1101'PRIVATE ROAD, 31 1/2 FEET WEST OF THE NORTH END OF A 10-INCH PIPE
 FC1101'CULVERT UNDER PRIVATE ROAD, 1 1/2 FEET NORTHEAST OF A STEEL
 FC1101'GATE POST IN R/W FENCE LINE, 1 1/2 FEET NORTH OF A T.V.A. STEEL
 FC1101'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 FC1101'A CONCRETE POST PROJECTING 5 INCHES.
 FC1101
 FC1101                          STATION RECOVERY (1972)
 FC1101
 FC1101'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1101'RECOVERED IN GOOD CONDITION.
 FC1101
 FC1101                          STATION RECOVERY (1998)
 FC1101
 FC1101'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1101'RECOVERED IN GOOD CONDITION.
 FC1101
 FC1101                          STATION RECOVERY (2005)
 FC1101
 FC1101'RECOVERY NOTE BY GEOCACHING 2005 (CDJ)
 FC1101'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0474 ***********************************************************************
 FD0474  DESIGNATION -  M 185
 FD0474  PID         -  FD0474
 FD0474  STATE/COUNTY-  TN/MAURY
 FD0474  USGS QUAD   -  GLENDALE (1981)
 FD0474
 FD0474                         *CURRENT SURVEY CONTROL
 FD0474  ___________________________________________________________________
 FD0474* NAD 83(1986)-  35 32 21.     (N)    086 56 31.     (W)     SCALED    
 FD0474* NAVD 88     -       197.680  (meters)     648.56   (feet)  ADJUSTED  
 FD0474  ___________________________________________________________________
 FD0474  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0474  DYNAMIC HT  -         197.504 (meters)     647.98  (feet)  COMP
 FD0474  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FD0474
 FD0474  VERT ORDER  -  FIRST     CLASS II
 FD0474
 FD0474.The horizontal coordinates were scaled from a topographic map and have
 FD0474.an estimated accuracy of +/- 6 seconds.
 FD0474
 FD0474.The orthometric height was determined by differential leveling
 FD0474.and adjusted by the National Geodetic Survey in June 1991..
 FD0474
 FD0474.The geoid height was determined by GEOID03.
 FD0474
 FD0474.The dynamic height is computed by dividing the NAVD 88
 FD0474.geopotential number by the normal gravity value computed on the
 FD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0474.degrees latitude (g = 980.6199 gals.).
 FD0474
 FD0474.The modeled gravity was interpolated from observed gravity values.
 FD0474
 FD0474;                    North         East    Units  Estimated Accuracy
 FD0474;SPC TN       -   134,200.      514,580.      MT  (+/- 180 meters Scaled)
 FD0474
 FD0474                          SUPERSEDED SURVEY CONTROL
 FD0474
 FD0474  NGVD 29 (??/??/92)  197.663  (m)          648.50   (f) ADJ UNCH    1 2
 FD0474
 FD0474.Superseded values are not recommended for survey control.
 FD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0474.See file dsdata.txt to determine how the superseded data were derived.
 FD0474
 FD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE052328(NAD 83)
 FD0474_MARKER: DB = BENCH MARK DISK
 FD0474_SETTING: 66 = SET IN ROCK OUTCROP
 FD0474_SP_SET: ROCK OUTCROP
 FD0474_STAMPING: M 185 1949
 FD0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0474+STABILITY: POSITION/ELEVATION WELL
 FD0474
 FD0474  HISTORY     - Date     Condition        Report By
 FD0474  HISTORY     - 1949     MONUMENTED       CGS
 FD0474
 FD0474                          STATION DESCRIPTION
 FD0474
 FD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0474'3.6 MI NW FROM BRYANT.
 FD0474'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0474'SCHOOL AT BRYANT, THENCE ABOUT 0.9 MILE NORTHWEST ALONG THE
 FD0474'OLD ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0474'RAILWAY, AT A FARM ROAD CROSSING, 104 1/2 FEET EAST-SOUTHEAST
 FD0474'OF TRANSFORMER POWER POLE NO. 212 AT A DIRECTIONAL CHANGE IN
 FD0474'POWER LINE, 64 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 44 1/2
 FD0474'FEET NORTHEAST OF THE CENTER OF A WOODEN GATE ON FARM ROAD,
 FD0474'10 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, ABOUT
 FD0474'5 1/2 FEET ABOVE THE OLD RAILWAY GRADE AND SET IN AN OUTCROPPING
 FD0474'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0508 ***********************************************************************
 FD0508  DESIGNATION -  M 186
 FD0508  PID         -  FD0508
 FD0508  STATE/COUNTY-  TN/RUTHERFORD
 FD0508  USGS QUAD   -  SMYRNA (1998)
 FD0508
 FD0508                         *CURRENT SURVEY CONTROL
 FD0508  ___________________________________________________________________
 FD0508* NAD 83(1986)-  35 58 40.     (N)    086 31 23.     (W)     SCALED    
 FD0508* NAVD 88     -       170.119  (meters)     558.13   (feet)  ADJUSTED  
 FD0508  ___________________________________________________________________
 FD0508  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0508  DYNAMIC HT  -         169.973 (meters)     557.65  (feet)  COMP
 FD0508  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FD0508
 FD0508  VERT ORDER  -  FIRST     CLASS II
 FD0508
 FD0508.The horizontal coordinates were scaled from a topographic map and have
 FD0508.an estimated accuracy of +/- 6 seconds.
 FD0508
 FD0508.The orthometric height was determined by differential leveling
 FD0508.and adjusted by the National Geodetic Survey in June 1991..
 FD0508
 FD0508.The geoid height was determined by GEOID03.
 FD0508
 FD0508.The dynamic height is computed by dividing the NAVD 88
 FD0508.geopotential number by the normal gravity value computed on the
 FD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0508.degrees latitude (g = 980.6199 gals.).
 FD0508
 FD0508.The modeled gravity was interpolated from observed gravity values.
 FD0508
 FD0508;                    North         East    Units  Estimated Accuracy
 FD0508;SPC TN       -   182,580.      552,830.      MT  (+/- 180 meters Scaled)
 FD0508
 FD0508                          SUPERSEDED SURVEY CONTROL
 FD0508
 FD0508  NGVD 29 (??/??/92)  170.137  (m)          558.19   (f) ADJ UNCH    1 2
 FD0508
 FD0508.Superseded values are not recommended for survey control.
 FD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0508.See file dsdata.txt to determine how the superseded data were derived.
 FD0508
 FD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE429815(NAD 83)
 FD0508_MARKER: DB = BENCH MARK DISK
 FD0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0508_SP_SET: TOWER
 FD0508_STAMPING: M 186 1949
 FD0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0508+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD0508
 FD0508  HISTORY     - Date     Condition        Report By
 FD0508  HISTORY     - 1949     MONUMENTED       CGS
 FD0508  HISTORY     - 20010803 GOOD             TNDT
 FD0508  HISTORY     - 20020520 GOOD             TNDT
 FD0508
 FD0508                          STATION DESCRIPTION
 FD0508
 FD0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0508'AT SMYRNA.
 FD0508'AT SMYRNA ABOUT 0.2 MILE SOUTHEAST AND ABOUT 0.3 MILE SOUTHWEST
 FD0508'ALONG STREETS FROM THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0508'RAILWAY STATION, AT THE CITY WATER TOWER, SET IN THE NORTHEAST
 FD0508'CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE
 FD0508'WATER TOWER.
 FD0508
 FD0508                          STATION RECOVERY (2001)
 FD0508
 FD0508'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0508'STATION IS IMMEDIATELY SOUTHWEST OF AND ACROSS AN ALLEY FROM A SMALL
 FD0508'CEMETERY. THE STATION IS ON THE LEFT IN THE NORTHEASTERN CONCRETE
 FD0508'FOOTING NEAR THE SOUTH EDGE OF THE ALLEY. (THE WATER TOWER HAS BEEN
 FD0508'DEMOLISHED.)
 FD0508
 FD0508                          STATION RECOVERY (2002)
 FD0508
 FD0508'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0508'WATER TOWER HAS BEEN DEMOLISHED, LEG FOUNDATIONS REMAIN. A 3RD ORDER
 FD0508'RUN TO BENCHMARK U 186 (PID GC0427) CONFIRMED PUBLISHED ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0403 ***********************************************************************
 GC0403  DESIGNATION -  M 187
 GC0403  PID         -  GC0403
 GC0403  STATE/COUNTY-  TN/DAVIDSON
 GC0403  USGS QUAD   -  ANTIOCH (1983)
 GC0403
 GC0403                         *CURRENT SURVEY CONTROL
 GC0403  ___________________________________________________________________
 GC0403* NAD 83(1986)-  36 07 28.     (N)    086 41 23.     (W)     SCALED    
 GC0403* NAVD 88     -       182.915  (meters)     600.11   (feet)  ADJUSTED  
 GC0403  ___________________________________________________________________
 GC0403  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0403  DYNAMIC HT  -         182.758 (meters)     599.60  (feet)  COMP
 GC0403  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 GC0403
 GC0403  VERT ORDER  -  FIRST     CLASS II
 GC0403
 GC0403.This mark is at Nashville Intl Airport (BNA)
 GC0403
 GC0403.The horizontal coordinates were scaled from a topographic map and have
 GC0403.an estimated accuracy of +/- 6 seconds.
 GC0403
 GC0403.The orthometric height was determined by differential leveling
 GC0403.and adjusted by the National Geodetic Survey in June 1991..
 GC0403
 GC0403.The geoid height was determined by GEOID03.
 GC0403
 GC0403.The dynamic height is computed by dividing the NAVD 88
 GC0403.geopotential number by the normal gravity value computed on the
 GC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0403.degrees latitude (g = 980.6199 gals.).
 GC0403
 GC0403.The modeled gravity was interpolated from observed gravity values.
 GC0403
 GC0403;                    North         East    Units  Estimated Accuracy
 GC0403;SPC TN       -   198,940.      537,910.      MT  (+/- 180 meters Scaled)
 GC0403
 GC0403                          SUPERSEDED SURVEY CONTROL
 GC0403
 GC0403  NGVD 29 (??/??/92)  182.935  (m)          600.18   (f) ADJ UNCH    1 2
 GC0403
 GC0403.Superseded values are not recommended for survey control.
 GC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0403.See file dsdata.txt to determine how the superseded data were derived.
 GC0403
 GC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE279977(NAD 83)
 GC0403_MARKER: DB = BENCH MARK DISK
 GC0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0403_SP_SET: HANGAR
 GC0403_STAMPING: M 187 1949
 GC0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0403
 GC0403  HISTORY     - Date     Condition        Report By
 GC0403  HISTORY     - 1949     MONUMENTED       CGS
 GC0403  HISTORY     - 1972     GOOD             NGS
 GC0403
 GC0403                          STATION DESCRIPTION
 GC0403
 GC0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0403'7.2 MI SE FROM NASHVILLE.
 GC0403'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0403'LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, THENCE ABOUT
 GC0403'1.55 MILES NORTHEAST ALONG A SPUR TRACK LEADING TO BERRY FIELD,
 GC0403'AT BERRY FIELD, SET VERTICALLY IN THE EAST FACE OF A LARGE
 GC0403'HANGAR ON WEST SIDE OF FIELD, DIRECTLY BELOW THE NORTHEAST CORNER
 GC0403'OF THE CONTROL TOWER ON TOP OF HANGAR, 2.8 FEET NORTH OF THE NORTH
 GC0403'EDGE OF A DOORWAY AND ABOUT 2.5 FEET ABOVE THE GROUND.
 GC0403
 GC0403                          STATION RECOVERY (1972)
 GC0403
 GC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GC0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0375 ***********************************************************************
 GC0375  DESIGNATION -  M 188
 GC0375  PID         -  GC0375
 GC0375  STATE/COUNTY-  TN/DAVIDSON
 GC0375  USGS QUAD   -  SCOTTSBORO (1983)
 GC0375
 GC0375                         *CURRENT SURVEY CONTROL
 GC0375  ___________________________________________________________________
 GC0375* NAD 83(1986)-  36 12 39.     (N)    086 54 01.     (W)     SCALED    
 GC0375* NAVD 88     -       135.727  (meters)     445.30   (feet)  ADJUSTED  
 GC0375  ___________________________________________________________________
 GC0375  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0375  DYNAMIC HT  -         135.610 (meters)     444.91  (feet)  COMP
 GC0375  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0375
 GC0375  VERT ORDER  -  FIRST     CLASS II
 GC0375
 GC0375.The horizontal coordinates were scaled from a topographic map and have
 GC0375.an estimated accuracy of +/- 6 seconds.
 GC0375
 GC0375.The orthometric height was determined by differential leveling
 GC0375.and adjusted by the National Geodetic Survey in June 1991..
 GC0375
 GC0375.The geoid height was determined by GEOID03.
 GC0375
 GC0375.The dynamic height is computed by dividing the NAVD 88
 GC0375.geopotential number by the normal gravity value computed on the
 GC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0375.degrees latitude (g = 980.6199 gals.).
 GC0375
 GC0375.The modeled gravity was interpolated from observed gravity values.
 GC0375
 GC0375;                    North         East    Units  Estimated Accuracy
 GC0375;SPC TN       -   208,680.      519,050.      MT  (+/- 180 meters Scaled)
 GC0375
 GC0375                          SUPERSEDED SURVEY CONTROL
 GC0375
 GC0375  NGVD 29 (??/??/92)  135.757  (m)          445.40   (f) ADJ UNCH    1 2
 GC0375
 GC0375.Superseded values are not recommended for survey control.
 GC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0375.See file dsdata.txt to determine how the superseded data were derived.
 GC0375
 GC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF089073(NAD 83)
 GC0375_MARKER: DB = BENCH MARK DISK
 GC0375_SETTING: 66 = SET IN ROCK OUTCROP
 GC0375_SP_SET: ROCK OUTCROP
 GC0375_STAMPING: M 188 1949
 GC0375_MARK LOGO: CGS   
 GC0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0375+STABILITY: POSITION/ELEVATION WELL
 GC0375
 GC0375  HISTORY     - Date     Condition        Report By
 GC0375  HISTORY     - 1949     MONUMENTED       CGS
 GC0375  HISTORY     - 1984     GOOD             NGS
 GC0375
 GC0375                          STATION DESCRIPTION
 GC0375
 GC0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0375'6.6 MI NW FROM NASHVILLE.
 GC0375'6.55 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0375'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, AT RAILWAY TRESTLE
 GC0375'NO. H-17.50, SET IN THE TOP OF AN OUTCROPPING ROCK, 68 1/2 FEET SOUTH
 GC0375'OF THE CENTER LINE OF STATE HIGHWAY 12, 105 FEET EAST OF THE NORTHEAST
 GC0375'CORNER OF THE TRESTLE, 48 FEET NORTH-NORTHEAST AND ACROSS THE TRACK
 GC0375'FROM TELEPHONE POLE 167, 42 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH
 GC0375'TRANSFORMER AND LINE SOUTHEAST ACROSS TRACK TO A SMALL HOUSE, 12
 GC0375'FEET NORTH OF THE NORTH RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GC0375
 GC0375                          STATION RECOVERY (1984)
 GC0375
 GC0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0061 ***********************************************************************
 FE0061  DESIGNATION -  M 19
 FE0061  PID         -  FE0061
 FE0061  STATE/COUNTY-  TN/HENDERSON
 FE0061  USGS QUAD   -  LEXINGTON (1992)
 FE0061
 FE0061                         *CURRENT SURVEY CONTROL
 FE0061  ___________________________________________________________________
 FE0061* NAD 83(1986)-  35 44 04.     (N)    088 22 53.     (W)     SCALED    
 FE0061* NAVD 88     -       154.055  (meters)     505.43   (feet)  ADJUSTED  
 FE0061  ___________________________________________________________________
 FE0061  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0061  DYNAMIC HT  -         153.919 (meters)     504.98  (feet)  COMP
 FE0061  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FE0061
 FE0061  VERT ORDER  -  FIRST     CLASS II
 FE0061
 FE0061.The horizontal coordinates were scaled from a topographic map and have
 FE0061.an estimated accuracy of +/- 6 seconds.
 FE0061
 FE0061.The orthometric height was determined by differential leveling
 FE0061.and adjusted by the National Geodetic Survey in June 1991..
 FE0061
 FE0061.The geoid height was determined by GEOID03.
 FE0061
 FE0061.The dynamic height is computed by dividing the NAVD 88
 FE0061.geopotential number by the normal gravity value computed on the
 FE0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0061.degrees latitude (g = 980.6199 gals.).
 FE0061
 FE0061.The modeled gravity was interpolated from observed gravity values.
 FE0061
 FE0061;                    North         East    Units  Estimated Accuracy
 FE0061;SPC TN       -   158,070.      384,600.      MT  (+/- 180 meters Scaled)
 FE0061
 FE0061                          SUPERSEDED SURVEY CONTROL
 FE0061
 FE0061  NGVD 29 (??/??/??)  154.074  (m)          505.49   (f) ADJUSTED    1 2
 FE0061
 FE0061.Superseded values are not recommended for survey control.
 FE0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0061.See file dsdata.txt to determine how the superseded data were derived.
 FE0061
 FE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE750553(NAD 83)
 FE0061_MARKER: DB = BENCH MARK DISK
 FE0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0061_STAMPING: 505.626 M 19 1934
 FE0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0061+STABILITY: SURFACE MOTION
 FE0061
 FE0061  HISTORY     - Date     Condition        Report By
 FE0061  HISTORY     - 1934     MONUMENTED       CGS
 FE0061  HISTORY     - 1935     GOOD             CGS
 FE0061
 FE0061                          STATION DESCRIPTION
 FE0061
 FE0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0061'1.7 MI N FROM TIMBERLAKE.
 FE0061'1.7 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0061'RAILWAY FROM THE STATION AT TIMBERLAKE, HENDERSON COUNTY 15
 FE0061'FEET SOUTH OF MILEPOST 111, AND 50 FEET EAST OF THE EAST RAIL.
 FE0061'A STANDARD DISK, STAMPED 505.626 M 19 1934 AND SET IN THE TOP
 FE0061'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0497 ***********************************************************************
 GB0497  DESIGNATION -  M 190
 GB0497  PID         -  GB0497
 GB0497  STATE/COUNTY-  TN/ANDERSON
 GB0497  USGS QUAD   -  CLINTON (1990)
 GB0497
 GB0497                         *CURRENT SURVEY CONTROL
 GB0497  ___________________________________________________________________
 GB0497* NAD 83(1986)-  36 05 56.     (N)    084 10 07.     (W)     SCALED    
 GB0497* NAVD 88     -       301.588  (meters)     989.46   (feet)  ADJUSTED  
 GB0497  ___________________________________________________________________
 GB0497  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB0497  DYNAMIC HT  -         301.313 (meters)     988.56  (feet)  COMP
 GB0497  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GB0497
 GB0497  VERT ORDER  -  FIRST     CLASS I
 GB0497
 GB0497.The horizontal coordinates were scaled from a topographic map and have
 GB0497.an estimated accuracy of +/- 6 seconds.
 GB0497
 GB0497.The orthometric height was determined by differential leveling
 GB0497.and adjusted by the National Geodetic Survey in June 1991..
 GB0497
 GB0497.The geoid height was determined by GEOID03.
 GB0497
 GB0497.The dynamic height is computed by dividing the NAVD 88
 GB0497.geopotential number by the normal gravity value computed on the
 GB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0497.degrees latitude (g = 980.6199 gals.).
 GB0497
 GB0497.The modeled gravity was interpolated from observed gravity values.
 GB0497
 GB0497;                    North         East    Units  Estimated Accuracy
 GB0497;SPC TN       -   197,430.      764,900.      MT  (+/- 180 meters Scaled)
 GB0497
 GB0497                          SUPERSEDED SURVEY CONTROL
 GB0497
 GB0497  NGVD 29 (??/??/92)  301.718  (m)          989.89   (f) ADJ UNCH    1 1
 GB0497
 GB0497.Superseded values are not recommended for survey control.
 GB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0497.See file dsdata.txt to determine how the superseded data were derived.
 GB0497
 GB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE548986(NAD 83)
 GB0497_MARKER: DB = BENCH MARK DISK
 GB0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0497_STAMPING: M 190 1950
 GB0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0497+STABILITY: SURFACE MOTION
 GB0497
 GB0497  HISTORY     - Date     Condition        Report By
 GB0497  HISTORY     - 1950     MONUMENTED       CGS
 GB0497  HISTORY     - 1967     GOOD             NGS
 GB0497  HISTORY     - 1972     GOOD             TVA
 GB0497
 GB0497                          STATION DESCRIPTION
 GB0497
 GB0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0497'2.5 MI SW FROM CLINTON.
 GB0497'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0497'STATION AT CLINTON, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 23,
 GB0497'75 FEET WEST OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD,
 GB0497'61.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 33 FEET NORTHWEST OF
 GB0497'THE CENTER LINE OF THE ROAD, 8 FEET SOUTHEAST OF THE CENTER LINE OF
 GB0497'A DRIVE LEADING SOUTHWEST TO A CONCRETE BLOCK HOUSE, 13 FEET
 GB0497'NORTHWEST OF A ROAD PARALLING THE TRACK, 6 1/2 FEET SOUTHWEST
 GB0497'OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 GB0497'LEVEL WITH THE DRIVE, ABOUT 6 FEET BELOW THE LEVEL OF THE
 GB0497'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB0497'ABOVE THE LEVEL OF THE GROUND.
 GB0497
 GB0497                          STATION RECOVERY (1972)
 GB0497
 GB0497'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0863 ***********************************************************************
 GB0863  DESIGNATION -  M 191
 GB0863  PID         -  GB0863
 GB0863  STATE/COUNTY-  TN/MORGAN
 GB0863  USGS QUAD   -  LANCING (1984)
 GB0863
 GB0863                         *CURRENT SURVEY CONTROL
 GB0863  ___________________________________________________________________
 GB0863* NAD 83(1986)-  36 04 20.     (N)    084 39 10.     (W)     SCALED    
 GB0863* NAVD 88     -       279.973  (meters)     918.54   (feet)  ADJUSTED  
 GB0863  ___________________________________________________________________
 GB0863  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0863  DYNAMIC HT  -         279.721 (meters)     917.72  (feet)  COMP
 GB0863  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GB0863
 GB0863  VERT ORDER  -  FIRST     CLASS II
 GB0863
 GB0863.The horizontal coordinates were scaled from a topographic map and have
 GB0863.an estimated accuracy of +/- 6 seconds.
 GB0863
 GB0863.The orthometric height was determined by differential leveling
 GB0863.and adjusted by the National Geodetic Survey in June 1991..
 GB0863
 GB0863.The geoid height was determined by GEOID03.
 GB0863
 GB0863.The dynamic height is computed by dividing the NAVD 88
 GB0863.geopotential number by the normal gravity value computed on the
 GB0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0863.degrees latitude (g = 980.6199 gals.).
 GB0863
 GB0863.The modeled gravity was interpolated from observed gravity values.
 GB0863
 GB0863;                    North         East    Units  Estimated Accuracy
 GB0863;SPC TN       -   193,760.      721,350.      MT  (+/- 180 meters Scaled)
 GB0863
 GB0863                          SUPERSEDED SURVEY CONTROL
 GB0863
 GB0863  NGVD 29 (??/??/92)  280.092  (m)          918.94   (f) ADJ UNCH    1 2
 GB0863
 GB0863.Superseded values are not recommended for survey control.
 GB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0863.See file dsdata.txt to determine how the superseded data were derived.
 GB0863
 GB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE113945(NAD 83)
 GB0863_MARKER: DB = BENCH MARK DISK
 GB0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0863_SP_SET: TUNNEL PORTAL FOUNDATION
 GB0863_STAMPING: M 191 1950
 GB0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0863
 GB0863  HISTORY     - Date     Condition        Report By
 GB0863  HISTORY     - 1950     MONUMENTED       CGS
 GB0863  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0863
 GB0863                          STATION DESCRIPTION
 GB0863
 GB0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0863'4.5 MI S FROM LANCING.
 GB0863'ABOUT 4.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0863'AT LANCING, ABOUT 0.45 MILE NORTH OF THE STATION SIGN AT NEMO,
 GB0863'SET IN THE TOP OF THE EAST CORNER OF THE CORNER STONE OF THE
 GB0863'FOUNDATION OF ARCHED STONE MASONRY PORTAL AT THE NORTHEAST END OF
 GB0863'TUNNEL NO. 24 (NEMO TUNNEL), 5 FEET NORTHWEST OF THE NORTHWEST RAIL
 GB0863'AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GB0863
 GB0863                          STATION RECOVERY (1968)
 GB0863
 GB0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0704 ***********************************************************************
 FC0704  DESIGNATION -  M 192
 FC0704  PID         -  FC0704
 FC0704  STATE/COUNTY-  TN/RHEA
 FC0704  USGS QUAD   -  EVENSVILLE (1990)
 FC0704
 FC0704                         *CURRENT SURVEY CONTROL
 FC0704  ___________________________________________________________________
 FC0704* NAD 83(1986)-  35 31 56.     (N)    084 59 12.     (W)     SCALED    
 FC0704* NAVD 88     -       220.365  (meters)     722.98   (feet)  ADJUSTED  
 FC0704  ___________________________________________________________________
 FC0704  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0704  DYNAMIC HT  -         220.155 (meters)     722.29  (feet)  COMP
 FC0704  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FC0704
 FC0704  VERT ORDER  -  FIRST     CLASS II
 FC0704
 FC0704.The horizontal coordinates were scaled from a topographic map and have
 FC0704.an estimated accuracy of +/- 6 seconds.
 FC0704
 FC0704.The orthometric height was determined by differential leveling
 FC0704.and adjusted by the National Geodetic Survey in June 1991..
 FC0704
 FC0704.The geoid height was determined by GEOID03.
 FC0704
 FC0704.The dynamic height is computed by dividing the NAVD 88
 FC0704.geopotential number by the normal gravity value computed on the
 FC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0704.degrees latitude (g = 980.6199 gals.).
 FC0704
 FC0704.The modeled gravity was interpolated from observed gravity values.
 FC0704
 FC0704;                    North         East    Units  Estimated Accuracy
 FC0704;SPC TN       -   133,490.      691,900.      MT  (+/- 180 meters Scaled)
 FC0704
 FC0704                          SUPERSEDED SURVEY CONTROL
 FC0704
 FC0704  NGVD 29 (??/??/92)  220.441  (m)          723.23   (f) ADJ UNCH    1 2
 FC0704
 FC0704.Superseded values are not recommended for survey control.
 FC0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0704.See file dsdata.txt to determine how the superseded data were derived.
 FC0704
 FC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE825339(NAD 83)
 FC0704_MARKER: DB = BENCH MARK DISK
 FC0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0704_STAMPING: M 192 1950
 FC0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0704+STABILITY: SURFACE MOTION
 FC0704
 FC0704  HISTORY     - Date     Condition        Report By
 FC0704  HISTORY     - 1950     MONUMENTED       CGS
 FC0704
 FC0704                          STATION DESCRIPTION
 FC0704
 FC0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0704'3.2 MI NE FROM DAYTON.
 FC0704'3.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0704'AT DAYTON, ABOUT 3.0 MILES SOUTHWEST OF THE STATION AT EVENSVILLE,
 FC0704'AT A PRIVATE FIELD ROAD CROSSING, ABOUT 67 YARDS NORTHWEST OF THE
 FC0704'NORTHEAST END OF A LARGE POND SURROUNDED BY FARM BUILDINGS,
 FC0704'46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET NORTHEAST OF
 FC0704'THE NORTHEAST GATE POST IN FENCE LINE, 51 FEET EAST-NORTHEAST
 FC0704'OF THE CENTER OF THE CROSSING, 47 FEET SOUTHWEST OF A TELEPHONE
 FC0704'POLE, 1 FOOT NORTHWEST OF THE FENCE LINE, 2 FEET NORTHEAST OF
 FC0704'A T.V.A. STEEL WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 FC0704'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0786 ***********************************************************************
 FC0786  DESIGNATION -  M 193
 FC0786  PID         -  FC0786
 FC0786  STATE/COUNTY-  TN/MCMINN
 FC0786  USGS QUAD   -  NIOTA (1990)
 FC0786
 FC0786                         *CURRENT SURVEY CONTROL
 FC0786  ___________________________________________________________________
 FC0786* NAD 83(1986)-  35 36 37.     (N)    084 34 03.     (W)     SCALED    
 FC0786* NAVD 88     -       300.761  (meters)     986.75   (feet)  ADJUSTED  
 FC0786  ___________________________________________________________________
 FC0786  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0786  DYNAMIC HT  -         300.468 (meters)     985.79  (feet)  COMP
 FC0786  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 FC0786
 FC0786  VERT ORDER  -  FIRST     CLASS II
 FC0786
 FC0786.The horizontal coordinates were scaled from a topographic map and have
 FC0786.an estimated accuracy of +/- 6 seconds.
 FC0786
 FC0786.The orthometric height was determined by differential leveling
 FC0786.and adjusted by the National Geodetic Survey in June 1991..
 FC0786
 FC0786.The geoid height was determined by GEOID03.
 FC0786
 FC0786.The dynamic height is computed by dividing the NAVD 88
 FC0786.geopotential number by the normal gravity value computed on the
 FC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0786.degrees latitude (g = 980.6199 gals.).
 FC0786
 FC0786.The modeled gravity was interpolated from observed gravity values.
 FC0786
 FC0786;                    North         East    Units  Estimated Accuracy
 FC0786;SPC TN       -   142,630.      729,780.      MT  (+/- 180 meters Scaled)
 FC0786
 FC0786                          SUPERSEDED SURVEY CONTROL
 FC0786
 FC0786  NGVD 29 (??/??/92)  300.838  (m)          987.00   (f) ADJ UNCH    1 2
 FC0786
 FC0786.Superseded values are not recommended for survey control.
 FC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0786.See file dsdata.txt to determine how the superseded data were derived.
 FC0786
 FC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE203434(NAD 83)
 FC0786_MARKER: DB = BENCH MARK DISK
 FC0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0786_STAMPING: M 193 1950
 FC0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0786+STABILITY: SURFACE MOTION
 FC0786
 FC0786  HISTORY     - Date     Condition        Report By
 FC0786  HISTORY     - 1950     MONUMENTED       CGS
 FC0786
 FC0786                          STATION DESCRIPTION
 FC0786
 FC0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0786'6.4 MI W FROM SWEETWATER.
 FC0786'6.4 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0786'HIGHWAY 11 AT SWEETWATER, AT THE JUNCTION OF A GRAVEL ROAD SOUTH
 FC0786'AT PRIGMORE, 237 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FC0786'20 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH, 47 FEET
 FC0786'SOUTH OF THE SOUTH GATE POST OF A GATE ACROSS OLD HIGHWAY GRADE,
 FC0786'20.5 FEET WEST OF A POWER POLE WITH TRANSFORMER, 1.5 FEET NORTH OF
 FC0786'A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE GRAVEL ROAD
 FC0786'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0653 ***********************************************************************
 FC0653  DESIGNATION -  M 194
 FC0653  PID         -  FC0653
 FC0653  STATE/COUNTY-  TN/ROANE
 FC0653  USGS QUAD   -  ROCKWOOD (1980)
 FC0653
 FC0653                         *CURRENT SURVEY CONTROL
 FC0653  ___________________________________________________________________
 FC0653* NAD 83(1986)-  35 51 56.     (N)    084 41 18.     (W)     SCALED    
 FC0653* NAVD 88     -       268.144  (meters)     879.74   (feet)  ADJUSTED  
 FC0653  ___________________________________________________________________
 FC0653  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0653  DYNAMIC HT  -         267.894 (meters)     878.92  (feet)  COMP
 FC0653  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FC0653
 FC0653  VERT ORDER  -  FIRST     CLASS II
 FC0653
 FC0653.The horizontal coordinates were scaled from a topographic map and have
 FC0653.an estimated accuracy of +/- 6 seconds.
 FC0653
 FC0653.The orthometric height was determined by differential leveling
 FC0653.and adjusted by the National Geodetic Survey in June 1991..
 FC0653
 FC0653.The geoid height was determined by GEOID03.
 FC0653
 FC0653.The dynamic height is computed by dividing the NAVD 88
 FC0653.geopotential number by the normal gravity value computed on the
 FC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0653.degrees latitude (g = 980.6199 gals.).
 FC0653
 FC0653.The modeled gravity was interpolated from observed gravity values.
 FC0653
 FC0653;                    North         East    Units  Estimated Accuracy
 FC0653;SPC TN       -   170,790.      718,460.      MT  (+/- 180 meters Scaled)
 FC0653
 FC0653                          SUPERSEDED SURVEY CONTROL
 FC0653
 FC0653  NGVD 29 (??/??/92)  268.248  (m)          880.08   (f) ADJ UNCH    1 2
 FC0653
 FC0653.Superseded values are not recommended for survey control.
 FC0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0653.See file dsdata.txt to determine how the superseded data were derived.
 FC0653
 FC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087715(NAD 83)
 FC0653_MARKER: DB = BENCH MARK DISK
 FC0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0653_SP_SET: BUILDING
 FC0653_STAMPING: M 194 1950
 FC0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0653
 FC0653  HISTORY     - Date     Condition        Report By
 FC0653  HISTORY     - 1950     MONUMENTED       CGS
 FC0653
 FC0653                          STATION DESCRIPTION
 FC0653
 FC0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0653'AT ROCKWOOD.
 FC0653'AT ROCKWOOD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHERN
 FC0653'RAILWAY PASSENGER STATION, 1 FOOT NORTHEAST OF THE SOUTH CORNER
 FC0653'OF THE BUILDING, 38 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FC0653'TRACK, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0654 ***********************************************************************
 FC0654  DESIGNATION -  M 194 RESET
 FC0654  PID         -  FC0654
 FC0654  STATE/COUNTY-  TN/ROANE
 FC0654  USGS QUAD   -  ROCKWOOD (1980)
 FC0654
 FC0654                         *CURRENT SURVEY CONTROL
 FC0654  ___________________________________________________________________
 FC0654* NAD 83(1986)-  35 51 56.     (N)    084 41 18.     (W)     SCALED    
 FC0654* NAVD 88     -       266.85   (+/-2cm)     875.5    (feet)  VERTCON   
 FC0654  ___________________________________________________________________
 FC0654  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0654
 FC0654  VERT ORDER  -  THIRD (See Below)
 FC0654
 FC0654.The horizontal coordinates were scaled from a topographic map and have
 FC0654.an estimated accuracy of +/- 6 seconds.
 FC0654
 FC0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0654.The vertical order pertains to the NGVD 29 superseded value.
 FC0654
 FC0654.The geoid height was determined by GEOID03.
 FC0654
 FC0654;                    North         East    Units  Estimated Accuracy
 FC0654;SPC TN       -   170,790.      718,460.      MT  (+/- 180 meters Scaled)
 FC0654
 FC0654                          SUPERSEDED SURVEY CONTROL
 FC0654
 FC0654  NGVD 29 (??/??/??)  266.95   (m)          875.8    (f) RESET       3  
 FC0654
 FC0654.Superseded values are not recommended for survey control.
 FC0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0654.See file dsdata.txt to determine how the superseded data were derived.
 FC0654
 FC0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087715(NAD 83)
 FC0654_MARKER: DB = BENCH MARK DISK
 FC0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0654_SP_SET: BALUSTRADE
 FC0654_STAMPING: M 194 1950 RESET 1962
 FC0654_MARK LOGO: CGS   
 FC0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0654
 FC0654  HISTORY     - Date     Condition        Report By
 FC0654  HISTORY     - 1962     MONUMENTED       CGS
 FC0654  HISTORY     - 1969     GOOD             NGS
 FC0654  HISTORY     - 1972     GOOD             TVA
 FC0654
 FC0654                          STATION DESCRIPTION
 FC0654
 FC0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0654'AT ROCKWOOD.
 FC0654'THE MARK IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 FC0654'CORNER OF A BRIDGE BALUSTRADE OVER BLACK CREEK, 210 FEET EAST OF
 FC0654'THE NORTHEAST CORNER OF THE SOUTHERN RAILWAY STATION.  114 FEET
 FC0654'NORTHWEST OF THE APPROXIMATE CENTER OF S. GATEWAY AVENUE (THIS
 FC0654'IS U.S. HIGHWAY 70), 33 FEET NORTHEAST OF THE APPROXIMATE
 FC0654'CENTER OF RATHBURN STREET, AND ABOUT 3 FEET ABOVE THE LEVEL
 FC0654'OF THE BRIDGE DECK.  IT IS A STANDARD DISK STAMPED M 194 1950
 FC0654'RESET 1962.
 FC0654
 FC0654                          STATION RECOVERY (1972)
 FC0654
 FC0654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0119 ***********************************************************************
 FC0119  DESIGNATION -  M 195
 FC0119  PID         -  FC0119
 FC0119  STATE/COUNTY-  TN/ROANE
 FC0119  USGS QUAD   -  ELVERTON (1990)
 FC0119
 FC0119                         *CURRENT SURVEY CONTROL
 FC0119  ___________________________________________________________________
 FC0119* NAD 83(1986)-  35 59 33.     (N)    084 25 16.     (W)     SCALED    
 FC0119* NAVD 88     -       268.198  (meters)     879.91   (feet)  ADJUSTED  
 FC0119  ___________________________________________________________________
 FC0119  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0119  DYNAMIC HT  -         267.954 (meters)     879.11  (feet)  COMP
 FC0119  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FC0119
 FC0119  VERT ORDER  -  FIRST     CLASS I
 FC0119
 FC0119.The horizontal coordinates were scaled from a topographic map and have
 FC0119.an estimated accuracy of +/- 6 seconds.
 FC0119
 FC0119.The orthometric height was determined by differential leveling
 FC0119.and adjusted by the National Geodetic Survey in June 1991..
 FC0119
 FC0119.The geoid height was determined by GEOID03.
 FC0119
 FC0119.The dynamic height is computed by dividing the NAVD 88
 FC0119.geopotential number by the normal gravity value computed on the
 FC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0119.degrees latitude (g = 980.6199 gals.).
 FC0119
 FC0119.The modeled gravity was interpolated from observed gravity values.
 FC0119
 FC0119;                    North         East    Units  Estimated Accuracy
 FC0119;SPC TN       -   185,230.      742,360.      MT  (+/- 180 meters Scaled)
 FC0119
 FC0119                          SUPERSEDED SURVEY CONTROL
 FC0119
 FC0119  NGVD 29 (??/??/92)  268.321  (m)          880.32   (f) ADJ UNCH    1 1
 FC0119
 FC0119.Superseded values are not recommended for survey control.
 FC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0119.See file dsdata.txt to determine how the superseded data were derived.
 FC0119
 FC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE324861(NAD 83)
 FC0119_MARKER: DB = BENCH MARK DISK
 FC0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0119_SP_SET: CULVERT
 FC0119_STAMPING: M 195 1950
 FC0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0119
 FC0119  HISTORY     - Date     Condition        Report By
 FC0119  HISTORY     - 1950     MONUMENTED       CGS
 FC0119  HISTORY     - 1967     GOOD             NGS
 FC0119
 FC0119                          STATION DESCRIPTION
 FC0119
 FC0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0119'5.9 MI SW FROM OLIVER SPRINGS.
 FC0119'ABOUT 5.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0119'STATION AT OLIVER SPRINGS, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST 41,
 FC0119'68 FEET WEST OF THE CENTER OF A BLACK TOP ROAD CROSSING AT BLAIR,
 FC0119'BETWEEN THE TRACK AND STATE HIGHWAY 61, SET IN THE TOP OF THE
 FC0119'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 5-FOOT CONCRETE
 FC0119'BOX CULVERT UNDER THE HIGHWAY, 47.7 FEET NORTHWEST OF THE
 FC0119'NORTHWEST RAIL, 36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0119'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 2 FEET BELOW
 FC0119'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0899 ***********************************************************************
 GB0899  DESIGNATION -  M 196
 GB0899  PID         -  GB0899
 GB0899  STATE/COUNTY-  TN/MORGAN
 GB0899  USGS QUAD   -  RUGBY (1984)
 GB0899
 GB0899                         *CURRENT SURVEY CONTROL
 GB0899  ___________________________________________________________________
 GB0899* NAD 83(1986)-  36 16 45.     (N)    084 39 12.     (W)     SCALED    
 GB0899* NAVD 88     -       430.757  (meters)    1413.24   (feet)  ADJUSTED  
 GB0899  ___________________________________________________________________
 GB0899  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0899  DYNAMIC HT  -         430.381 (meters)    1412.01  (feet)  COMP
 GB0899  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 GB0899
 GB0899  VERT ORDER  -  FIRST     CLASS I
 GB0899
 GB0899.The horizontal coordinates were scaled from a topographic map and have
 GB0899.an estimated accuracy of +/- 6 seconds.
 GB0899
 GB0899.The orthometric height was determined by differential leveling
 GB0899.and adjusted by the National Geodetic Survey in June 1991..
 GB0899
 GB0899.The geoid height was determined by GEOID03.
 GB0899
 GB0899.The dynamic height is computed by dividing the NAVD 88
 GB0899.geopotential number by the normal gravity value computed on the
 GB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0899.degrees latitude (g = 980.6199 gals.).
 GB0899
 GB0899.The modeled gravity was interpolated from observed gravity values.
 GB0899
 GB0899;                    North         East    Units  Estimated Accuracy
 GB0899;SPC TN       -   216,720.      720,990.      MT  (+/- 180 meters Scaled)
 GB0899
 GB0899                          SUPERSEDED SURVEY CONTROL
 GB0899
 GB0899  NGVD 29 (??/??/92)  430.871  (m)         1413.62   (f) ADJ UNCH    1 1
 GB0899
 GB0899.Superseded values are not recommended for survey control.
 GB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0899.See file dsdata.txt to determine how the superseded data were derived.
 GB0899
 GB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF107174(NAD 83)
 GB0899_MARKER: DB = BENCH MARK DISK
 GB0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0899_STAMPING: M 196 1950
 GB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0899+STABILITY: SURFACE MOTION
 GB0899
 GB0899  HISTORY     - Date     Condition        Report By
 GB0899  HISTORY     - 1950     MONUMENTED       CGS
 GB0899  HISTORY     - 1968     GOOD             NGS
 GB0899
 GB0899                          STATION DESCRIPTION
 GB0899
 GB0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0899'3.6 MI NE FROM SUNBRIGHT.
 GB0899'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0899'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0899'SOUTHERN RAILWAY, THENCE 3.2 MILES NORTHEAST ALONG THE MAIN
 GB0899'TRACK, 120 YARDS NORTH OF MILEPOST 229, 24 1/2 FEET WEST OF THE
 GB0899'WEST RAIL OF THE WEST TRACK, 42 FEET SOUTHWEST OF THE CENTER OF A
 GB0899'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 34 FEET SOUTH OF
 GB0899'THE CENTERLINE OF THE GRAVELED ROAD, 24 FEET NORTH OF A MARKER
 GB0899'POST FOR AN UNDERGROUND TELEPHONE CABLE, 199.0 FEET NORTHWEST
 GB0899'OF BENCH MARK TT 19 E USGS, 1.4 FEET SOUTHWEST OF A METAL
 GB0899'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 GB0899'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0941 ***********************************************************************
 GB0941  DESIGNATION -  M 197
 GB0941  PID         -  GB0941
 GB0941  STATE/COUNTY-  TN/SCOTT
 GB0941  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0941
 GB0941                         *CURRENT SURVEY CONTROL
 GB0941  ___________________________________________________________________
 GB0941* NAD 83(1986)-  36 27 50.     (N)    084 32 53.     (W)     SCALED    
 GB0941* NAVD 88     -       452.733  (meters)    1485.34   (feet)  ADJUSTED  
 GB0941  ___________________________________________________________________
 GB0941  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0941  DYNAMIC HT  -         452.345 (meters)    1484.07  (feet)  COMP
 GB0941  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GB0941
 GB0941  VERT ORDER  -  FIRST     CLASS I
 GB0941
 GB0941.The horizontal coordinates were scaled from a topographic map and have
 GB0941.an estimated accuracy of +/- 6 seconds.
 GB0941
 GB0941.The orthometric height was determined by differential leveling
 GB0941.and adjusted by the National Geodetic Survey in June 1991..
 GB0941
 GB0941.The geoid height was determined by GEOID03.
 GB0941
 GB0941.The dynamic height is computed by dividing the NAVD 88
 GB0941.geopotential number by the normal gravity value computed on the
 GB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0941.degrees latitude (g = 980.6199 gals.).
 GB0941
 GB0941.The modeled gravity was interpolated from observed gravity values.
 GB0941
 GB0941;                    North         East    Units  Estimated Accuracy
 GB0941;SPC TN       -   237,350.      730,140.      MT  (+/- 180 meters Scaled)
 GB0941
 GB0941                          SUPERSEDED SURVEY CONTROL
 GB0941
 GB0941  NGVD 29 (??/??/92)  452.859  (m)         1485.75   (f) ADJ UNCH    1 1
 GB0941
 GB0941.Superseded values are not recommended for survey control.
 GB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0941.See file dsdata.txt to determine how the superseded data were derived.
 GB0941
 GB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF197381(NAD 83)
 GB0941_MARKER: DB = BENCH MARK DISK
 GB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0941_STAMPING: M 197 1950
 GB0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0941+STABILITY: SURFACE MOTION
 GB0941
 GB0941  HISTORY     - Date     Condition        Report By
 GB0941  HISTORY     - 1950     MONUMENTED       CGS
 GB0941  HISTORY     - 1968     GOOD             NGS
 GB0941  HISTORY     - 1981     GOOD             CGS
 GB0941
 GB0941                          STATION DESCRIPTION
 GB0941
 GB0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0941'3 MI S FROM ONEIDA.
 GB0941'ABOUT 3.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0941'STATION AT ONEIDA, OR ABOUT 2.35 MILES NORTH ALONG THE SOUTHERN
 GB0941'RAILWAY FROM THE STATION AT HELENWOOD, 0.45 MILE SOUTH OF A
 GB0941'RAILROAD UNDERPASS FOR A PAVED ROAD, 70 1/2 FEET EAST OF THE
 GB0941'EAST RAIL OF THE EAST TRACK, 53 FEET WEST OF THE CENTERLINE OF
 GB0941'U.S. HIGHWAY 27, 8 FEET NORTHEAST OF THE CENTERLINE OF A TRAIL
 GB0941'ROAD, 24 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 GB0941'EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 GB0941'THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GB0941'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 GB0941
 GB0941                          STATION RECOVERY (1981)
 GB0941
 GB0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 GB0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1147 ***********************************************************************
 GC1147  DESIGNATION -  M 198
 GC1147  PID         -  GC1147
 GC1147  STATE/COUNTY-  TN/MONTGOMERY
 GC1147  USGS QUAD   -  SANGO (1984)
 GC1147
 GC1147                         *CURRENT SURVEY CONTROL
 GC1147  ___________________________________________________________________
 GC1147* NAD 83(1986)-  36 37 19.     (N)    087 12 36.     (W)     SCALED    
 GC1147* NAVD 88     -       169.533  (meters)     556.21   (feet)  ADJUSTED  
 GC1147  ___________________________________________________________________
 GC1147  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1147  DYNAMIC HT  -         169.396 (meters)     555.76  (feet)  COMP
 GC1147  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GC1147
 GC1147  VERT ORDER  -  FIRST     CLASS II
 GC1147
 GC1147.The horizontal coordinates were scaled from a topographic map and have
 GC1147.an estimated accuracy of +/- 6 seconds.
 GC1147
 GC1147.The orthometric height was determined by differential leveling
 GC1147.and adjusted by the National Geodetic Survey in June 1991..
 GC1147
 GC1147.The geoid height was determined by GEOID03.
 GC1147
 GC1147.The dynamic height is computed by dividing the NAVD 88
 GC1147.geopotential number by the normal gravity value computed on the
 GC1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1147.degrees latitude (g = 980.6199 gals.).
 GC1147
 GC1147.The modeled gravity was interpolated from observed gravity values.
 GC1147
 GC1147;                    North         East    Units  Estimated Accuracy
 GC1147;SPC TN       -   254,600.      491,760.      MT  (+/- 180 meters Scaled)
 GC1147
 GC1147                          SUPERSEDED SURVEY CONTROL
 GC1147
 GC1147  NGVD 29 (??/??/92)  169.608  (m)          556.46   (f) ADJ UNCH    1 2
 GC1147
 GC1147.Superseded values are not recommended for survey control.
 GC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1147.See file dsdata.txt to determine how the superseded data were derived.
 GC1147
 GC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF812529(NAD 83)
 GC1147_MARKER: DB = BENCH MARK DISK
 GC1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1147_STAMPING: M 198 1954
 GC1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1147+STABILITY: SURFACE MOTION
 GC1147
 GC1147  HISTORY     - Date     Condition        Report By
 GC1147  HISTORY     - 1954     MONUMENTED       CGS
 GC1147  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1147
 GC1147                          STATION DESCRIPTION
 GC1147
 GC1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1147'6.1 MI NE FROM ST BETHLEHEM.
 GC1147'6.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1147'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1147'1.0 MILE NORTHEAST OF THE ROAD CROSSING AT BELDON (HAMPTON
 GC1147'STATION), ABOUT 184 YARDS SOUTHWEST OF MILE POST 167, 25 1/2 FEET
 GC1147'NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GC1147'79 1/2 FEET SOUTHWEST OF CENTER OF A GATE IN FENCE LINE, 86 1/2
 GC1147'FEET WEST OF CENTER OF CROSSING OF A PRIVATE FIELD ROAD, 165 FEET
 GC1147'SOUTH-SOUTHWEST OF POWER POLE NO. 1033 49, 2 FEET SOUTHWEST OF
 GC1147'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK
 GC1147'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1147
 GC1147                          STATION RECOVERY (1984)
 GC1147
 GC1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1147'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0698 ***********************************************************************
 FC0698  DESIGNATION -  M 2
 FC0698  PID         -  FC0698
 FC0698  STATE/COUNTY-  TN/RHEA
 FC0698  USGS QUAD   -  EVENSVILLE (1990)
 FC0698
 FC0698                         *CURRENT SURVEY CONTROL
 FC0698  ___________________________________________________________________
 FC0698* NAD 83(1986)-  35 34 32.     (N)    084 56 45.     (W)     SCALED    
 FC0698* NAVD 88     -       231.291  (meters)     758.83   (feet)  ADJUSTED  
 FC0698  ___________________________________________________________________
 FC0698  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0698  DYNAMIC HT  -         231.067 (meters)     758.09  (feet)  COMP
 FC0698  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC0698
 FC0698  VERT ORDER  -  FIRST     CLASS II
 FC0698
 FC0698.The horizontal coordinates were scaled from a topographic map and have
 FC0698.an estimated accuracy of +/- 6 seconds.
 FC0698
 FC0698.The orthometric height was determined by differential leveling
 FC0698.and adjusted by the National Geodetic Survey in June 1991..
 FC0698
 FC0698.The geoid height was determined by GEOID03.
 FC0698
 FC0698.The dynamic height is computed by dividing the NAVD 88
 FC0698.geopotential number by the normal gravity value computed on the
 FC0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0698.degrees latitude (g = 980.6199 gals.).
 FC0698
 FC0698.The modeled gravity was interpolated from observed gravity values.
 FC0698
 FC0698;                    North         East    Units  Estimated Accuracy
 FC0698;SPC TN       -   138,340.      695,550.      MT  (+/- 180 meters Scaled)
 FC0698
 FC0698                          SUPERSEDED SURVEY CONTROL
 FC0698
 FC0698  NGVD 29 (??/??/92)  231.363  (m)          759.06   (f) ADJ UNCH    1 2
 FC0698
 FC0698.Superseded values are not recommended for survey control.
 FC0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0698.See file dsdata.txt to determine how the superseded data were derived.
 FC0698
 FC0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE861388(NAD 83)
 FC0698_MARKER: Z = SEE DESCRIPTION
 FC0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0698_SP_SET: BRIDGE
 FC0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0698
 FC0698  HISTORY     - Date     Condition        Report By
 FC0698  HISTORY     - UNK      MONUMENTED       CGS
 FC0698  HISTORY     - 1950     GOOD             NGS
 FC0698
 FC0698                          STATION DESCRIPTION
 FC0698
 FC0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0698'0.8 MI NE FROM EVENSVILLE.
 FC0698'0.75 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0698'AT EVENSVILLE, 48 YARDS SOUTHWEST OF SEMAPHORE NO. 2928-2929, A
 FC0698'SQUARE CUT ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 FC0698'STONE BRIDGE SEAT OF A 15-FOOT BRIDGE OVER A SMALL STREAM, 9 FEET
 FC0698'WEST OF THE WEST RAIL, 9 INCHES NORTHWEST OF THE WEST CORNER OF A
 FC0698'NEW ADDITION OF CONCRETE TO BRIDGE, 10 INCHES NORTHEAST OF THE
 FC0698'SOUTHWEST FACE OF THE STONE MASONRY, 8 INCHES SOUTHEAST OF THE
 FC0698'NORTHWEST FACE OF THE STONE MASONRY, 7 FEET BELOW THE TRACK AND
 FC0698'SURROUNDED BY THE LETTERS, U S C AND G S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0125 ***********************************************************************
 FE0125  DESIGNATION -  M 20
 FE0125  PID         -  FE0125
 FE0125  STATE/COUNTY-  TN/HENDERSON
 FE0125  USGS QUAD   -  REAGAN (1988)
 FE0125
 FE0125                         *CURRENT SURVEY CONTROL
 FE0125  ___________________________________________________________________
 FE0125* NAD 83(1986)-  35 37 10.     (N)    088 20 40.     (W)     SCALED    
 FE0125* NAVD 88     -       131.615  (meters)     431.81   (feet)  ADJUSTED  
 FE0125  ___________________________________________________________________
 FE0125  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0125  DYNAMIC HT  -         131.498 (meters)     431.42  (feet)  COMP
 FE0125  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0125
 FE0125  VERT ORDER  -  SECOND    CLASS 0
 FE0125
 FE0125.The horizontal coordinates were scaled from a topographic map and have
 FE0125.an estimated accuracy of +/- 6 seconds.
 FE0125
 FE0125.The orthometric height was determined by differential leveling
 FE0125.and adjusted by the National Geodetic Survey in June 1991..
 FE0125
 FE0125.The geoid height was determined by GEOID03.
 FE0125
 FE0125.The dynamic height is computed by dividing the NAVD 88
 FE0125.geopotential number by the normal gravity value computed on the
 FE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0125.degrees latitude (g = 980.6199 gals.).
 FE0125
 FE0125.The modeled gravity was interpolated from observed gravity values.
 FE0125
 FE0125;                    North         East    Units  Estimated Accuracy
 FE0125;SPC TN       -   145,240.      387,640.      MT  (+/- 180 meters Scaled)
 FE0125
 FE0125                          SUPERSEDED SURVEY CONTROL
 FE0125
 FE0125  NGVD 29 (??/??/??)  131.632  (m)          431.86   (f) ADJUSTED    2 0
 FE0125
 FE0125.Superseded values are not recommended for survey control.
 FE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0125.See file dsdata.txt to determine how the superseded data were derived.
 FE0125
 FE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE782425(NAD 83)
 FE0125_MARKER: DB = BENCH MARK DISK
 FE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0125_STAMPING: 431.971 M 20 1934
 FE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0125+STABILITY: SURFACE MOTION
 FE0125
 FE0125  HISTORY     - Date     Condition        Report By
 FE0125  HISTORY     - 1934     MONUMENTED       CGS
 FE0125  HISTORY     - 1935     GOOD             CGS
 FE0125
 FE0125                          STATION DESCRIPTION
 FE0125
 FE0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0125'3.5 MI SE FROM LEXINGTON.
 FE0125'3.5 MILES SOUTHEAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA
 FE0125'AND ST. LOUIS RAILWAY (PERRYVILLE BRANCH) FROM LEXINGTON, HENDERSON
 FE0125'COUNTY, 100 YARDS SOUTHWEST OF A ROAD CROSSING, AT A PRIVATE-ROAD
 FE0125'CROSSING ON THE J.F. SMITH FARM IN 1934, 24 FEET NORTHWEST OF THE
 FE0125'OLD ROADBED, AND 30 FEET SOUTHEAST OF A FENCE LINE.  A STANDARD
 FE0125'DISK, STAMPED 431.971 M 20 1934 AND SET IN THE TOP OF A CONCRETE
 FE0125'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2622 ***********************************************************************
 GA2622  DESIGNATION -  M 201
 GA2622  PID         -  GA2622
 GA2622  STATE/COUNTY-  TN/CLAIBORNE
 GA2622  USGS QUAD   -  EAGAN (1953)
 GA2622
 GA2622                         *CURRENT SURVEY CONTROL
 GA2622  ___________________________________________________________________
 GA2622* NAD 83(1986)-  36 34 25.     (N)    083 54 40.     (W)     SCALED    
 GA2622* NAVD 88     -       362.685  (meters)    1189.91   (feet)  ADJUSTED  
 GA2622  ___________________________________________________________________
 GA2622  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2622  DYNAMIC HT  -         362.368 (meters)    1188.87  (feet)  COMP
 GA2622  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GA2622
 GA2622  VERT ORDER  -  SECOND    CLASS 0
 GA2622
 GA2622.The horizontal coordinates were scaled from a topographic map and have
 GA2622.an estimated accuracy of +/- 6 seconds.
 GA2622
 GA2622.The orthometric height was determined by differential leveling
 GA2622.and adjusted by the National Geodetic Survey in June 1991..
 GA2622
 GA2622.The geoid height was determined by GEOID03.
 GA2622
 GA2622.The dynamic height is computed by dividing the NAVD 88
 GA2622.geopotential number by the normal gravity value computed on the
 GA2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2622.degrees latitude (g = 980.6199 gals.).
 GA2622
 GA2622.The modeled gravity was interpolated from observed gravity values.
 GA2622
 GA2622;                    North         East    Units  Estimated Accuracy
 GA2622;SPC TN       -   250,560.      786,960.      MT  (+/- 180 meters Scaled)
 GA2622
 GA2622                          SUPERSEDED SURVEY CONTROL
 GA2622
 GA2622  NGVD 29 (??/??/92)  362.820  (m)         1190.35   (f) ADJ UNCH    2 0
 GA2622
 GA2622.Superseded values are not recommended for survey control.
 GA2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2622.See file dsdata.txt to determine how the superseded data were derived.
 GA2622
 GA2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA395515(NAD 83)
 GA2622_MARKER: DB = BENCH MARK DISK
 GA2622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2622_SP_SET: BRIDGE
 GA2622_STAMPING: M 201 1951
 GA2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2622
 GA2622  HISTORY     - Date     Condition        Report By
 GA2622  HISTORY     - 1951     MONUMENTED       CGS
 GA2622  HISTORY     - 1980     GOOD             LOCSUR
 GA2622
 GA2622                          STATION DESCRIPTION
 GA2622
 GA2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2622'1.2 MI SW FROM PRUDEN.
 GA2622'1.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2622'AT PRUDEN, ABOUT 0.15 MILE SOUTH OF MILE POST 82, ABOUT 0.1 MILE
 GA2622'NORTHEAST OF A BLACK TOP ROAD CROSSING AT VALLEY CREEK, SET IN
 GA2622'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD
 GA2622'BRIDGE OVER CLEAR FORK CREEK, 8 FEET NORTHWEST OF THE NORTHWEST
 GA2622'RAIL, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF ABUTMENT AND
 GA2622'ABOUT 4 FEET BELOW THE TRACK.
 GA2622
 GA2622                          STATION RECOVERY (1980)
 GA2622
 GA2622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0669 ***********************************************************************
 GB0669  DESIGNATION -  M 202
 GB0669  PID         -  GB0669
 GB0669  STATE/COUNTY-  TN/CAMPBELL
 GB0669  USGS QUAD   -  PIONEER (1979)
 GB0669
 GB0669                         *CURRENT SURVEY CONTROL
 GB0669  ___________________________________________________________________
 GB0669* NAD 83(1986)-  36 29 24.     (N)    084 15 23.     (W)     SCALED    
 GB0669* NAVD 88     -       436.596  (meters)    1432.40   (feet)  ADJUSTED  
 GB0669  ___________________________________________________________________
 GB0669  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GB0669  DYNAMIC HT  -         436.214 (meters)    1431.15  (feet)  COMP
 GB0669  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0669
 GB0669  VERT ORDER  -  SECOND    CLASS 0
 GB0669
 GB0669.The horizontal coordinates were scaled from a topographic map and have
 GB0669.an estimated accuracy of +/- 6 seconds.
 GB0669
 GB0669.The orthometric height was determined by differential leveling
 GB0669.and adjusted by the National Geodetic Survey in June 1991..
 GB0669
 GB0669.The geoid height was determined by GEOID03.
 GB0669
 GB0669.The dynamic height is computed by dividing the NAVD 88
 GB0669.geopotential number by the normal gravity value computed on the
 GB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0669.degrees latitude (g = 980.6199 gals.).
 GB0669
 GB0669.The modeled gravity was interpolated from observed gravity values.
 GB0669
 GB0669;                    North         East    Units  Estimated Accuracy
 GB0669;SPC TN       -   240,680.      756,230.      MT  (+/- 180 meters Scaled)
 GB0669
 GB0669                          SUPERSEDED SURVEY CONTROL
 GB0669
 GB0669  NGVD 29 (??/??/92)  436.720  (m)         1432.81   (f) ADJ UNCH    2 0
 GB0669
 GB0669.Superseded values are not recommended for survey control.
 GB0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0669.See file dsdata.txt to determine how the superseded data were derived.
 GB0669
 GB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF457418(NAD 83)
 GB0669_MARKER: DB = BENCH MARK DISK
 GB0669_SETTING: 66 = SET IN ROCK OUTCROP
 GB0669_SP_SET: ROCK OUTCROP
 GB0669_STAMPING: M 202 1951 1432.806
 GB0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0669+STABILITY: POSITION/ELEVATION WELL
 GB0669
 GB0669  HISTORY     - Date     Condition        Report By
 GB0669  HISTORY     - 1951     MONUMENTED       CGS
 GB0669  HISTORY     - 1957     GOOD             NGS
 GB0669
 GB0669                          STATION DESCRIPTION
 GB0669
 GB0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0669'0.7 MI W FROM ELK VALLEY.
 GB0669'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0669'VALLEY, ABOUT 1.15 MILES NORTHWEST OF THE SOUTHERN RAILWAY STATION
 GB0669'AT ELK VALLEY, AT THE T JUNCTION OF A MOUNTAIN ROAD LEADING
 GB0669'NORTHWEST, SET IN THE TOP OF THE NORTHWEST EDGE OF A FLAT OUTCROP
 GB0669'OF ROCK, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 GB0669'9 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD NORTHWEST,
 GB0669'10 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE
 GB0669'NORTHWEST EDGE OF THE OUTCROP AND ABOUT 4 FEET ABOVE THE ROAD.
 GB0669
 GB0669                          STATION RECOVERY (1957)
 GB0669
 GB0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1085 ***********************************************************************
 GB1085  DESIGNATION -  M 203
 GB1085  PID         -  GB1085
 GB1085  STATE/COUNTY-  TN/FENTRESS
 GB1085  USGS QUAD   -  SHARP PLACE (1981)
 GB1085
 GB1085                         *CURRENT SURVEY CONTROL
 GB1085  ___________________________________________________________________
 GB1085* NAD 83(1986)-  36 32 43.     (N)    084 50 20.     (W)     SCALED    
 GB1085* NAVD 88     -       524.126  (meters)    1719.57   (feet)  ADJUSTED  
 GB1085  ___________________________________________________________________
 GB1085  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB1085  DYNAMIC HT  -         523.688 (meters)    1718.13  (feet)  COMP
 GB1085  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GB1085
 GB1085  VERT ORDER  -  SECOND    CLASS 0
 GB1085
 GB1085.The horizontal coordinates were scaled from a topographic map and have
 GB1085.an estimated accuracy of +/- 6 seconds.
 GB1085
 GB1085.The orthometric height was determined by differential leveling
 GB1085.and adjusted by the National Geodetic Survey in June 1991..
 GB1085
 GB1085.The geoid height was determined by GEOID03.
 GB1085
 GB1085.The dynamic height is computed by dividing the NAVD 88
 GB1085.geopotential number by the normal gravity value computed on the
 GB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1085.degrees latitude (g = 980.6199 gals.).
 GB1085
 GB1085.The modeled gravity was interpolated from observed gravity values.
 GB1085
 GB1085;                    North         East    Units  Estimated Accuracy
 GB1085;SPC TN       -   246,040.      703,970.      MT  (+/- 180 meters Scaled)
 GB1085
 GB1085                          SUPERSEDED SURVEY CONTROL
 GB1085
 GB1085  NGVD 29 (??/??/92)  524.257  (m)         1720.00   (f) ADJ UNCH    2 0
 GB1085
 GB1085.Superseded values are not recommended for survey control.
 GB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1085.See file dsdata.txt to determine how the superseded data were derived.
 GB1085
 GB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF934466(NAD 83)
 GB1085_MARKER: DB = BENCH MARK DISK
 GB1085_SETTING: 66 = SET IN ROCK OUTCROP
 GB1085_SP_SET: ROCK LEDGE
 GB1085_STAMPING: M 203 1951 1720.000
 GB1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1085+STABILITY: POSITION/ELEVATION WELL
 GB1085
 GB1085  HISTORY     - Date     Condition        Report By
 GB1085  HISTORY     - 1951     MONUMENTED       CGS
 GB1085  HISTORY     - 1958     GOOD             NGS
 GB1085
 GB1085                          STATION DESCRIPTION
 GB1085
 GB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1085'8.6 MI N FROM EAST JAMESTOWN.
 GB1085'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1085'AT EAST JAMESTOWN, THENCE ABOUT 2.4 MILES NORTHWEST ALONG A
 GB1085'GRAVEL ROAD, SET VETICALLY IN FACE OF AN OUTCROPPING SANDSTONE
 GB1085'LEDGE, 13 FEET WEST OF CENTER LINE OF ROAD, 98 FEET SOUTH OF
 GB1085'CENTER OF A DIM CROSSROAD, 28 FEET NORTHWEST AND ACROSS ROAD FROM
 GB1085'A TRIANGULAR BLAZED 9-INCH OAK TREE, AND ABOUT 3 FEET ABOVE ROAD.
 GB1085
 GB1085                          STATION RECOVERY (1958)
 GB1085
 GB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1595 ***********************************************************************
 GB1595  DESIGNATION -  M 204
 GB1595  PID         -  GB1595
 GB1595  STATE/COUNTY-  TN/CLAY
 GB1595  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1595
 GB1595                         *CURRENT SURVEY CONTROL
 GB1595  ___________________________________________________________________
 GB1595* NAD 83(1986)-  36 32 45.     (N)    085 29 34.     (W)     SCALED    
 GB1595* NAVD 88     -       167.886  (meters)     550.81   (feet)  ADJUSTED  
 GB1595  ___________________________________________________________________
 GB1595  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1595  DYNAMIC HT  -         167.743 (meters)     550.34  (feet)  COMP
 GB1595  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GB1595
 GB1595  VERT ORDER  -  SECOND    CLASS 0
 GB1595
 GB1595.The horizontal coordinates were scaled from a topographic map and have
 GB1595.an estimated accuracy of +/- 6 seconds.
 GB1595
 GB1595.The orthometric height was determined by differential leveling
 GB1595.and adjusted by the National Geodetic Survey in June 1991..
 GB1595
 GB1595.The geoid height was determined by GEOID03.
 GB1595
 GB1595.The dynamic height is computed by dividing the NAVD 88
 GB1595.geopotential number by the normal gravity value computed on the
 GB1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1595.degrees latitude (g = 980.6199 gals.).
 GB1595
 GB1595.The modeled gravity was interpolated from observed gravity values.
 GB1595
 GB1595;                    North         East    Units  Estimated Accuracy
 GB1595;SPC TN       -   245,600.      645,420.      MT  (+/- 180 meters Scaled)
 GB1595
 GB1595                          SUPERSEDED SURVEY CONTROL
 GB1595
 GB1595  NGVD 29 (??/??/92)  168.000  (m)          551.18   (f) ADJ UNCH    2 0
 GB1595
 GB1595.Superseded values are not recommended for survey control.
 GB1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1595.See file dsdata.txt to determine how the superseded data were derived.
 GB1595
 GB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF349455(NAD 83)
 GB1595_MARKER: DB = BENCH MARK DISK
 GB1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1595_STAMPING: M 204 1951
 GB1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1595+STABILITY: SURFACE MOTION
 GB1595
 GB1595  HISTORY     - Date     Condition        Report By
 GB1595  HISTORY     - 1951     MONUMENTED       CGS
 GB1595  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1595
 GB1595                          STATION DESCRIPTION
 GB1595
 GB1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1595'0.8 MI E FROM CELINA.
 GB1595'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 53 FROM THE COURT
 GB1595'HOUSE AT CELINA, ABOUT 0.5 MILE WEST OF A BRIDGE OVER OBEY RIVER,
 GB1595'34 FEET NORTH OF CENTER LINE OF HIGHWAY, 185 1/2 FEET WEST OF
 GB1595'THE WEST END OF THE NORTH HEAD WALL OF A 2-FOOT CONCRETE BOX
 GB1595'CULVERT, 59 FEET NORTHWEST AND ACROSS HIGHWAY FROM A FIRE
 GB1595'HYDRANT, 1 FOOT SOUTH OF A FENCE CORNER AND IN LINE WITH A FENCE
 GB1595'RUNNING NORTH, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1595'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1595'ABOUT FLUSH WITH GROUND.
 GB1595
 GB1595                          STATION RECOVERY (1966)
 GB1595
 GB1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0178 ***********************************************************************
 FE0178  DESIGNATION -  M 21
 FE0178  PID         -  FE0178
 FE0178  STATE/COUNTY-  TN/DECATUR
 FE0178  USGS QUAD   -  BATH SPRINGS (1972)
 FE0178
 FE0178                         *CURRENT SURVEY CONTROL
 FE0178  ___________________________________________________________________
 FE0178* NAD 83(1986)-  35 25 40.     (N)    088 06 44.     (W)     SCALED    
 FE0178* NAVD 88     -       173.379  (meters)     568.83   (feet)  ADJUSTED  
 FE0178  ___________________________________________________________________
 FE0178  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE0178  DYNAMIC HT  -         173.222 (meters)     568.31  (feet)  COMP
 FE0178  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE0178
 FE0178  VERT ORDER  -  FIRST     CLASS II
 FE0178
 FE0178.The horizontal coordinates were scaled from a topographic map and have
 FE0178.an estimated accuracy of +/- 6 seconds.
 FE0178
 FE0178.The orthometric height was determined by differential leveling
 FE0178.and adjusted by the National Geodetic Survey in June 1991..
 FE0178
 FE0178.The geoid height was determined by GEOID03.
 FE0178
 FE0178.The dynamic height is computed by dividing the NAVD 88
 FE0178.geopotential number by the normal gravity value computed on the
 FE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0178.degrees latitude (g = 980.6199 gals.).
 FE0178
 FE0178.The modeled gravity was interpolated from observed gravity values.
 FE0178
 FE0178;                    North         East    Units  Estimated Accuracy
 FE0178;SPC TN       -   123,500.      408,210.      MT  (+/- 180 meters Scaled)
 FE0178
 FE0178                          SUPERSEDED SURVEY CONTROL
 FE0178
 FE0178  NGVD 29 (??/??/??)  173.388  (m)          568.86   (f) ADJUSTED    1 2
 FE0178
 FE0178.Superseded values are not recommended for survey control.
 FE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0178.See file dsdata.txt to determine how the superseded data were derived.
 FE0178
 FE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE990210(NAD 83)
 FE0178_MARKER: DB = BENCH MARK DISK
 FE0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0178_STAMPING: 569.087 M 21 1934
 FE0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0178+STABILITY: SURFACE MOTION
 FE0178
 FE0178  HISTORY     - Date     Condition        Report By
 FE0178  HISTORY     - 1934     MONUMENTED       CGS
 FE0178  HISTORY     - 1949     GOOD             CGS
 FE0178
 FE0178                          STATION DESCRIPTION
 FE0178
 FE0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0178'1.4 MI SW FROM BATH SPRINGS.
 FE0178'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE PUBLIC
 FE0178'SCHOOL AND THE JUNCTION OF THE STATE HIGHWAY 114 AT BATH
 FE0178'SPRINGS, DECATUR COUNTY, 0.25 MILE NORTH OF MOUNT NEBO CHURCH,
 FE0178'AT THE TOP OF A GRADE, IN AN OPEN CULTIVATED FIELD, 248 FEET
 FE0178'NORTHEAST OF THE NORTHEAST CORNER OF A LOG FARMHOUSE, 89 FEET
 FE0178'WEST ACROSS THE HIGHWAY FROM A TRIANGULAR-BLAZED 6-INCH OAK TREE,
 FE0178'40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 FE0178'SOUTHWEST OF A WINDING ROAD SIGN, 31 FEET NORTH OF A 4-INCH
 FE0178'PINE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2
 FE0178'FEET SOUTH OF A STEEL POST, AND LEVEL WITH THE HIGHWAY.  A
 FE0178'STANDARD DISK, STAMPED 569.087 M 21 1934 AND SET IN THE TOP OF A
 FE0178'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1261 ***********************************************************************
 FE1261  DESIGNATION -  M 212
 FE1261  PID         -  FE1261
 FE1261  STATE/COUNTY-  TN/SHELBY
 FE1261  USGS QUAD   -  ELLENDALE (1993)
 FE1261
 FE1261                         *CURRENT SURVEY CONTROL
 FE1261  ___________________________________________________________________
 FE1261* NAD 83(1986)-  35 13 25.     (N)    089 45 32.     (W)     SCALED    
 FE1261* NAVD 88     -       123.987  (meters)     406.78   (feet)  ADJUSTED  
 FE1261  ___________________________________________________________________
 FE1261  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1261  DYNAMIC HT  -         123.875 (meters)     406.41  (feet)  COMP
 FE1261  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FE1261
 FE1261  VERT ORDER  -  SECOND    CLASS 0
 FE1261
 FE1261.The horizontal coordinates were scaled from a topographic map and have
 FE1261.an estimated accuracy of +/- 6 seconds.
 FE1261
 FE1261.The orthometric height was determined by differential leveling
 FE1261.and adjusted by the National Geodetic Survey in June 1991..
 FE1261
 FE1261.The geoid height was determined by GEOID03.
 FE1261
 FE1261.The dynamic height is computed by dividing the NAVD 88
 FE1261.geopotential number by the normal gravity value computed on the
 FE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1261.degrees latitude (g = 980.6199 gals.).
 FE1261
 FE1261.The modeled gravity was interpolated from observed gravity values.
 FE1261
 FE1261;                    North         East    Units  Estimated Accuracy
 FE1261;SPC TN       -   105,350.      257,880.      MT  (+/- 180 meters Scaled)
 FE1261
 FE1261                          SUPERSEDED SURVEY CONTROL
 FE1261
 FE1261  NGVD 29 (??/??/??)  123.974  (m)          406.74   (f) ADJUSTED    2 0
 FE1261
 FE1261.Superseded values are not recommended for survey control.
 FE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1261.See file dsdata.txt to determine how the superseded data were derived.
 FE1261
 FE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE489013(NAD 83)
 FE1261_MARKER: DB = BENCH MARK DISK
 FE1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1261_STAMPING: M 212 1958
 FE1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1261+STABILITY: SURFACE MOTION
 FE1261
 FE1261  HISTORY     - Date     Condition        Report By
 FE1261  HISTORY     - 1958     MONUMENTED       CGS
 FE1261  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1261
 FE1261                          STATION DESCRIPTION
 FE1261
 FE1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1261'7.5 MI ENE FROM BARTLETT.
 FE1261'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1261'BARTLETT, THENCE 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES
 FE1261'NORTH ALONG BRUNSWICK RD., THENCE 0.5 MILES EAST ALONG THE DAVIS
 FE1261'PLANTATION RD., 95 FT. WEST OF THE NORTH GATE POST OF A DRIVE
 FE1261'LEADING TO A LARGE WHITE HOUSE, 48 FT. SOUTH OF THE SOUTHWEST
 FE1261'CORNER OF A HOUSE, 15 FT. SOUTH OF THE CENTER LINE OF THE DAVIS
 FE1261'PLANTATION RD., 4.3 FT. SOUTH OF A TELEPHONE POLE, 2.8 FT. SOUTH
 FE1261'OF A WHITE WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE
 FE1261'POST PROJECTING 3 INCHES, ABOUT LEVEL WITH THE ROAD.
 FE1261
 FE1261                          STATION RECOVERY (1992)
 FE1261
 FE1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1261'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1086 ***********************************************************************
 FE1086  DESIGNATION -  M 213
 FE1086  PID         -  FE1086
 FE1086  STATE/COUNTY-  TN/FAYETTE
 FE1086  USGS QUAD   -  STANTON (1983)
 FE1086
 FE1086                         *CURRENT SURVEY CONTROL
 FE1086  ___________________________________________________________________
 FE1086* NAD 83(1986)-  35 23 40.     (N)    089 26 01.     (W)     SCALED    
 FE1086* NAVD 88     -       106.164  (meters)     348.31   (feet)  ADJUSTED  
 FE1086  ___________________________________________________________________
 FE1086  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1086  DYNAMIC HT  -         106.070 (meters)     348.00  (feet)  COMP
 FE1086  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FE1086
 FE1086  VERT ORDER  -  SECOND    CLASS 0
 FE1086
 FE1086.The horizontal coordinates were scaled from a topographic map and have
 FE1086.an estimated accuracy of +/- 6 seconds.
 FE1086
 FE1086.The orthometric height was determined by differential leveling
 FE1086.and adjusted by the National Geodetic Survey in June 1991..
 FE1086
 FE1086.The geoid height was determined by GEOID03.
 FE1086
 FE1086.The dynamic height is computed by dividing the NAVD 88
 FE1086.geopotential number by the normal gravity value computed on the
 FE1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1086.degrees latitude (g = 980.6199 gals.).
 FE1086
 FE1086.The modeled gravity was interpolated from observed gravity values.
 FE1086
 FE1086;                    North         East    Units  Estimated Accuracy
 FE1086;SPC TN       -   123,200.      288,130.      MT  (+/- 180 meters Scaled)
 FE1086
 FE1086                          SUPERSEDED SURVEY CONTROL
 FE1086
 FE1086  NGVD 29 (??/??/??)  106.153  (m)          348.27   (f) ADJUSTED    2 0
 FE1086
 FE1086.Superseded values are not recommended for survey control.
 FE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1086.See file dsdata.txt to determine how the superseded data were derived.
 FE1086
 FE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE789195(NAD 83)
 FE1086_MARKER: DB = BENCH MARK DISK
 FE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1086_STAMPING: M 213 1959
 FE1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1086+STABILITY: SURFACE MOTION
 FE1086
 FE1086  HISTORY     - Date     Condition        Report By
 FE1086  HISTORY     - 1959     MONUMENTED       CGS
 FE1086  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1086
 FE1086                          STATION DESCRIPTION
 FE1086
 FE1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1086'12 MI ESE FROM BRADEN.
 FE1086'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1086'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1086'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1086'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1086'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1086'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.45 MILES
 FE1086'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.65 MILE
 FE1086'NORTH ALONG A GRAVEL ROAD, 45 FT. SOUTHEAST OF THE CENTER LINE
 FE1086'OF THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH AND SOUTH
 FE1086'AND A DIRT ROAD LEADING EAST, 29 FT. EAST-NORTHEAST OF A FENCE
 FE1086'CORNER POST, 22 FT. SOUTH OF THE CENTER LINE OF A ROAD, 0.5 FT.
 FE1086'NORTH OF A FENCE LINE, 2 FT. WEST OF A WITNESS POST, A C AND GS
 FE1086'DISK SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES, ABOUT
 FE1086'1 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1086
 FE1086                          STATION RECOVERY (2002)
 FE1086
 FE1086'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1096 ***********************************************************************
 FE1096  DESIGNATION -  M 214
 FE1096  PID         -  FE1096
 FE1096  STATE/COUNTY-  TN/HAYWOOD
 FE1096  USGS QUAD   -  DANCYVILLE (1981)
 FE1096
 FE1096                         *CURRENT SURVEY CONTROL
 FE1096  ___________________________________________________________________
 FE1096* NAD 83(1986)-  35 24 46.     (N)    089 21 58.     (W)     SCALED    
 FE1096* NAVD 88     -        93.855  (meters)     307.92   (feet)  ADJUSTED  
 FE1096  ___________________________________________________________________
 FE1096  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1096  DYNAMIC HT  -          93.771 (meters)     307.65  (feet)  COMP
 FE1096  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FE1096
 FE1096  VERT ORDER  -  SECOND    CLASS 0
 FE1096
 FE1096.The horizontal coordinates were scaled from a topographic map and have
 FE1096.an estimated accuracy of +/- 6 seconds.
 FE1096
 FE1096.The orthometric height was determined by differential leveling
 FE1096.and adjusted by the National Geodetic Survey in June 1991..
 FE1096
 FE1096.The geoid height was determined by GEOID03.
 FE1096
 FE1096.The dynamic height is computed by dividing the NAVD 88
 FE1096.geopotential number by the normal gravity value computed on the
 FE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1096.degrees latitude (g = 980.6199 gals.).
 FE1096
 FE1096.The modeled gravity was interpolated from observed gravity values.
 FE1096
 FE1096;                    North         East    Units  Estimated Accuracy
 FE1096;SPC TN       -   125,020.      294,330.      MT  (+/- 180 meters Scaled)
 FE1096
 FE1096                          SUPERSEDED SURVEY CONTROL
 FE1096
 FE1096  NGVD 29 (??/??/??)   93.849  (m)          307.90   (f) ADJUSTED    2 0
 FE1096
 FE1096.Superseded values are not recommended for survey control.
 FE1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1096.See file dsdata.txt to determine how the superseded data were derived.
 FE1096
 FE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE851213(NAD 83)
 FE1096_MARKER: DB = BENCH MARK DISK
 FE1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1096_STAMPING: M 214 1959
 FE1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1096+STABILITY: SURFACE MOTION
 FE1096
 FE1096  HISTORY     - Date     Condition        Report By
 FE1096  HISTORY     - 1959     MONUMENTED       CGS
 FE1096  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1096
 FE1096                          STATION DESCRIPTION
 FE1096
 FE1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1096'8.4 MI SE FROM STANTON.
 FE1096'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1096'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1096'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1096'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1096'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND
 FE1096'ABOUT 0.9 MILE SOUTHWEST ACROSS COUNTY, 60 FT. SOUTHEAST OF THE
 FE1096'SOUTHEAST CORNER OF A FRAME HOUSE, 45 FT. WEST-SOUTHWEST OF
 FE1096'THE CENTER OF A PAVED ROAD, 21.9 FT. NORTHWEST OF A FENCE
 FE1096'CORNER POST, 2.8 FT. WEST-SOUTHWEST OF A POWER LINE POLE, 2.2
 FE1096'FT. NORTHWEST OF A WITNESS POST, A C AND GS DISK SET IN TOP
 FE1096'OF A CONCRETE POST PROJECTING 4 INCHES, ABOUT 2 FT. ABOVE THE
 FE1096'LEVEL OF THE ROAD.
 FE1096
 FE1096                          STATION RECOVERY (2002)
 FE1096
 FE1096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1096'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0593 ***********************************************************************
 FE0593  DESIGNATION -  M 215
 FE0593  PID         -  FE0593
 FE0593  STATE/COUNTY-  TN/MADISON
 FE0593  USGS QUAD   -  WESTOVER (1981)
 FE0593
 FE0593                         *CURRENT SURVEY CONTROL
 FE0593  ___________________________________________________________________
 FE0593* NAD 83(1986)-  35 37 01.     (N)    088 59 58.     (W)     SCALED    
 FE0593* NAVD 88     -       118.857  (meters)     389.95   (feet)  ADJUSTED  
 FE0593  ___________________________________________________________________
 FE0593  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0593  DYNAMIC HT  -         118.751 (meters)     389.60  (feet)  COMP
 FE0593  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FE0593
 FE0593  VERT ORDER  -  SECOND    CLASS 0
 FE0593
 FE0593.The horizontal coordinates were scaled from a topographic map and have
 FE0593.an estimated accuracy of +/- 6 seconds.
 FE0593
 FE0593.The orthometric height was determined by differential leveling
 FE0593.and adjusted by the National Geodetic Survey in June 1991..
 FE0593
 FE0593.The geoid height was determined by GEOID03.
 FE0593
 FE0593.The dynamic height is computed by dividing the NAVD 88
 FE0593.geopotential number by the normal gravity value computed on the
 FE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0593.degrees latitude (g = 980.6199 gals.).
 FE0593
 FE0593.The modeled gravity was interpolated from observed gravity values.
 FE0593
 FE0593;                    North         East    Units  Estimated Accuracy
 FE0593;SPC TN       -   146,580.      328,310.      MT  (+/- 180 meters Scaled)
 FE0593
 FE0593                          SUPERSEDED SURVEY CONTROL
 FE0593
 FE0593  NGVD 29 (??/??/??)  118.882  (m)          390.03   (f) ADJUSTED    2 0
 FE0593
 FE0593.Superseded values are not recommended for survey control.
 FE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0593.See file dsdata.txt to determine how the superseded data were derived.
 FE0593
 FE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE189433(NAD 83)
 FE0593_MARKER: DB = BENCH MARK DISK
 FE0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0593_SP_SET: CULVERT
 FE0593_STAMPING: M 215 1959
 FE0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0593+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0593
 FE0593  HISTORY     - Date     Condition        Report By
 FE0593  HISTORY     - 1959     MONUMENTED       CGS
 FE0593  HISTORY     - 20020910 GOOD             USACE
 FE0593
 FE0593                          STATION DESCRIPTION
 FE0593
 FE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0593'15.4 MI NNE FROM BROWNSVILLE.
 FE0593'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0593'BROWNSVILLE, THENCE 5.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0593'40, 0.8 MILE EAST OF TRAVERSE STATION ROB.  THE MARK IS 32 FEET
 FE0593'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE
 FE0593'OF INTERSTATE HIGHWAY 40.  THE MARK IS SET IN THE EAST END OF
 FE0593'THE SOUTH CONCRETE WINGWALL OF A 10 FEET WIDE CONCRETE CULVERT.
 FE0593'THE MARK IS ABOUT LEVEL WITH THE ROAD.
 FE0593
 FE0593                          STATION RECOVERY (2002)
 FE0593
 FE0593'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0671 ***********************************************************************
 FE0671  DESIGNATION -  M 216
 FE0671  PID         -  FE0671
 FE0671  STATE/COUNTY-  TN/HENDERSON
 FE0671  USGS QUAD   -  CEDAR GROVE (1983)
 FE0671
 FE0671                         *CURRENT SURVEY CONTROL
 FE0671  ___________________________________________________________________
 FE0671* NAD 83(1986)-  35 45 08.     (N)    088 31 07.     (W)     SCALED    
 FE0671* NAVD 88     -       160.008  (meters)     524.96   (feet)  ADJUSTED  
 FE0671  ___________________________________________________________________
 FE0671  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0671  DYNAMIC HT  -         159.865 (meters)     524.49  (feet)  COMP
 FE0671  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0671
 FE0671  VERT ORDER  -  SECOND    CLASS 0
 FE0671
 FE0671.The horizontal coordinates were scaled from a topographic map and have
 FE0671.an estimated accuracy of +/- 6 seconds.
 FE0671
 FE0671.The orthometric height was determined by differential leveling
 FE0671.and adjusted by the National Geodetic Survey in June 1991..
 FE0671
 FE0671.The geoid height was determined by GEOID03.
 FE0671
 FE0671.The dynamic height is computed by dividing the NAVD 88
 FE0671.geopotential number by the normal gravity value computed on the
 FE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0671.degrees latitude (g = 980.6199 gals.).
 FE0671
 FE0671.The modeled gravity was interpolated from observed gravity values.
 FE0671
 FE0671;                    North         East    Units  Estimated Accuracy
 FE0671;SPC TN       -   160,360.      372,240.      MT  (+/- 180 meters Scaled)
 FE0671
 FE0671                          SUPERSEDED SURVEY CONTROL
 FE0671
 FE0671  NGVD 29 (??/??/??)  160.033  (m)          525.04   (f) ADJUSTED    2 0
 FE0671
 FE0671.Superseded values are not recommended for survey control.
 FE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0671.See file dsdata.txt to determine how the superseded data were derived.
 FE0671
 FE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE626575(NAD 83)
 FE0671_MARKER: DB = BENCH MARK DISK
 FE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0671_STAMPING: M 216 1959
 FE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0671+STABILITY: SURFACE MOTION
 FE0671
 FE0671  HISTORY     - Date     Condition        Report By
 FE0671  HISTORY     - 1959     MONUMENTED       CGS
 FE0671
 FE0671                          STATION DESCRIPTION
 FE0671
 FE0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0671'17.2 MI SW FROM YUMA.
 FE0671'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0671'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0671'SOUTH ON A GRAVELED AND ASPHALT ROAD, THENCE 3.25 MILES WEST ON A
 FE0671'GRAVELED AND ASPHALT ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED
 FE0671'ROAD TO A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO
 FE0671'A TRACK ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5
 FE0671'MILES EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILES
 FE0671'NORTHWEST ALONG STATE HIGHWAY 104, THENCE 0.4 MILE WEST ON A
 FE0671'GRAVELED ROAD.  IT IS 38 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 FE0671'ROAD, 117 FEET EAST-SOUTHEAST OF POWER LINE POLE NO. 5, 3 FEET
 FE0671'SOUTH-SOUTHEAST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP OF
 FE0671'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 FE0671'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1096 ***********************************************************************
 FD1096  DESIGNATION -  M 217
 FD1096  PID         -  FD1096
 FD1096  STATE/COUNTY-  TN/BENTON
 FD1096  USGS QUAD   -  DANIELS LANDING (1992)
 FD1096
 FD1096                         *CURRENT SURVEY CONTROL
 FD1096  ___________________________________________________________________
 FD1096* NAD 83(1986)-  35 51 16.     (N)    087 59 21.     (W)     SCALED    
 FD1096* NAVD 88     -       143.445  (meters)     470.62   (feet)  ADJUSTED  
 FD1096  ___________________________________________________________________
 FD1096  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FD1096  DYNAMIC HT  -         143.321 (meters)     470.21  (feet)  COMP
 FD1096  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 FD1096
 FD1096  VERT ORDER  -  SECOND    CLASS 0
 FD1096
 FD1096.The horizontal coordinates were scaled from a topographic map and have
 FD1096.an estimated accuracy of +/- 6 seconds.
 FD1096
 FD1096.The orthometric height was determined by differential leveling
 FD1096.and adjusted by the National Geodetic Survey in June 1991..
 FD1096
 FD1096.The geoid height was determined by GEOID03.
 FD1096
 FD1096.The dynamic height is computed by dividing the NAVD 88
 FD1096.geopotential number by the normal gravity value computed on the
 FD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1096.degrees latitude (g = 980.6199 gals.).
 FD1096
 FD1096.The modeled gravity was interpolated from observed gravity values.
 FD1096
 FD1096;                    North         East    Units  Estimated Accuracy
 FD1096;SPC TN       -   170,590.      420,340.      MT  (+/- 180 meters Scaled)
 FD1096
 FD1096                          SUPERSEDED SURVEY CONTROL
 FD1096
 FD1096  NGVD 29 (??/??/92)  143.471  (m)          470.70   (f) ADJ UNCH    2 0
 FD1096
 FD1096.Superseded values are not recommended for survey control.
 FD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1096.See file dsdata.txt to determine how the superseded data were derived.
 FD1096
 FD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE106682(NAD 83)
 FD1096_MARKER: DB = BENCH MARK DISK
 FD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1096_STAMPING: M 217 1959
 FD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1096+STABILITY: SURFACE MOTION
 FD1096
 FD1096  HISTORY     - Date     Condition        Report By
 FD1096  HISTORY     - 1959     MONUMENTED       CGS
 FD1096  HISTORY     - 1967     GOOD             NGS
 FD1096  HISTORY     - 1973     GOOD             TVA
 FD1096
 FD1096                          STATION DESCRIPTION
 FD1096
 FD1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1096'7.3 MI E FROM MC ILLWAIN.
 FD1096'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9 MILES
 FD1096'NORTH OF LOBELVILLE ON STATE ROUTE 13, GO WESTERLY ON INTERSTATE
 FD1096'ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.  HERE TAKE
 FD1096'OFF RAMP RIGHT, THEN BACK LEFT ACROSS THE BIRDSONG ROAD OVERPASS
 FD1096'AND GO SOUTH AND SOUTHEASTERLY ON A GRAVELED ROAD FOR 2.1 MILES
 FD1096'TO THE MARK ON THE LEFT.  IT IS 32 FEET EAST OF THE APPROXIMATE
 FD1096'CENTER OF THE GRAVELED ROAD, 1.8 FEET EAST OF A METAL WITNESS
 FD1096'POST AND SIGN AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 FD1096'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1096'MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FD1096'M 217 1959.  NOTE-- STATION IS 2.15 MILES WEST AND SOUTH ALONG
 FD1096'GRAVEL ROAD FROM BIRDSONG INTERCHANGE AND OVERPASS OVER INTERSTATE
 FD1096'I-40, 19.90 FEET N 15 WEST FROM 8 INCH HICKORY 15.80 FEET SOUTH
 FD1096'15 WEST FROM 14 INCH WHITE OAK, TVA POST AND SIGN SET.
 FD1096
 FD1096                          STATION RECOVERY (1973)
 FD1096
 FD1096'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1160 ***********************************************************************
 FD1160  DESIGNATION -  M 218
 FD1160  PID         -  FD1160
 FD1160  STATE/COUNTY-  TN/HICKMAN
 FD1160  USGS QUAD   -  BUCKSNORT (1968)
 FD1160
 FD1160                         *CURRENT SURVEY CONTROL
 FD1160  ___________________________________________________________________
 FD1160* NAD 83(1986)-  35 54 02.     (N)    087 38 02.     (W)     SCALED    
 FD1160* NAVD 88     -       145.683  (meters)     477.96   (feet)  ADJUSTED  
 FD1160  ___________________________________________________________________
 FD1160  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FD1160  DYNAMIC HT  -         145.556 (meters)     477.55  (feet)  COMP
 FD1160  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 FD1160
 FD1160  VERT ORDER  -  SECOND    CLASS 0
 FD1160
 FD1160.The horizontal coordinates were scaled from a topographic map and have
 FD1160.an estimated accuracy of +/- 6 seconds.
 FD1160
 FD1160.The orthometric height was determined by differential leveling
 FD1160.and adjusted by the National Geodetic Survey in June 1991..
 FD1160
 FD1160.The geoid height was determined by GEOID03.
 FD1160
 FD1160.The dynamic height is computed by dividing the NAVD 88
 FD1160.geopotential number by the normal gravity value computed on the
 FD1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1160.degrees latitude (g = 980.6199 gals.).
 FD1160
 FD1160.The modeled gravity was interpolated from observed gravity values.
 FD1160
 FD1160;                    North         East    Units  Estimated Accuracy
 FD1160;SPC TN       -   175,110.      452,510.      MT  (+/- 180 meters Scaled)
 FD1160
 FD1160                          SUPERSEDED SURVEY CONTROL
 FD1160
 FD1160  NGVD 29 (??/??/92)  145.703  (m)          478.03   (f) ADJ UNCH    2 0
 FD1160
 FD1160.Superseded values are not recommended for survey control.
 FD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1160.See file dsdata.txt to determine how the superseded data were derived.
 FD1160
 FD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE427731(NAD 83)
 FD1160_MARKER: DB = BENCH MARK DISK
 FD1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1160_STAMPING: M 218 1959
 FD1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1160+STABILITY: SURFACE MOTION
 FD1160
 FD1160  HISTORY     - Date     Condition        Report By
 FD1160  HISTORY     - 1959     MONUMENTED       CGS
 FD1160
 FD1160                          STATION DESCRIPTION
 FD1160
 FD1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1160'6.2 MI NE FROM ONLY.
 FD1160'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1160'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1160'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON
 FD1160'A GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1160'ROAD, THENCE 0.45 MILE NORTHEAST ON A GRAVELED ROAD, 27 FT.
 FD1160'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 12 FT. SOUTHEAST
 FD1160'OF THE CENTER OF A DIM TRACK ROAD, 32 FT. NORTH OF A 20-INCH
 FD1160'OAK TREE WITH A TRIANGLE BLAZE, 2.4 FT. NORTHWEST OF A WITNESS
 FD1160'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 FD1160'AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1459 ***********************************************************************
 GC1459  DESIGNATION -  M 219
 GC1459  PID         -  GC1459
 GC1459  STATE/COUNTY-  TN/DICKSON
 GC1459  USGS QUAD   -  WHITE BLUFF (1983)
 GC1459
 GC1459                         *CURRENT SURVEY CONTROL
 GC1459  ___________________________________________________________________
 GC1459* NAD 83(1986)-  36 01 28.     (N)    087 14 49.     (W)     SCALED    
 GC1459* NAVD 88     -       191.651  (meters)     628.77   (feet)  ADJUSTED  
 GC1459  ___________________________________________________________________
 GC1459  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1459  DYNAMIC HT  -         191.485 (meters)     628.23  (feet)  COMP
 GC1459  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 GC1459
 GC1459  VERT ORDER  -  SECOND    CLASS 0
 GC1459
 GC1459.The horizontal coordinates were scaled from a topographic map and have
 GC1459.an estimated accuracy of +/- 6 seconds.
 GC1459
 GC1459.The orthometric height was determined by differential leveling
 GC1459.and adjusted by the National Geodetic Survey in June 1991..
 GC1459
 GC1459.The geoid height was determined by GEOID03.
 GC1459
 GC1459.The dynamic height is computed by dividing the NAVD 88
 GC1459.geopotential number by the normal gravity value computed on the
 GC1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1459.degrees latitude (g = 980.6199 gals.).
 GC1459
 GC1459.The modeled gravity was interpolated from observed gravity values.
 GC1459
 GC1459;                    North         East    Units  Estimated Accuracy
 GC1459;SPC TN       -   188,340.      487,610.      MT  (+/- 180 meters Scaled)
 GC1459
 GC1459                          SUPERSEDED SURVEY CONTROL
 GC1459
 GC1459  NGVD 29 (??/??/92)  191.650  (m)          628.77   (f) ADJ UNCH    2 0
 GC1459
 GC1459.Superseded values are not recommended for survey control.
 GC1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1459.See file dsdata.txt to determine how the superseded data were derived.
 GC1459
 GC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE777866(NAD 83)
 GC1459_MARKER: DB = BENCH MARK DISK
 GC1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1459_SP_SET: WALKWAY
 GC1459_STAMPING: M 219 1959
 GC1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1459
 GC1459  HISTORY     - Date     Condition        Report By
 GC1459  HISTORY     - 1959     MONUMENTED       CGS
 GC1459
 GC1459                          STATION DESCRIPTION
 GC1459
 GC1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1459'7 MI NE FROM TIDWELL.
 GC1459'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1459'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.6
 GC1459'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A
 GC1459'GRAVELED ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES
 GC1459'NORTHEAST ON A GRAVELED ROAD, THENCE 1.5 MILES SOUTHEAST ON
 GC1459'STATE HIGHWAY 96 TO A CONCRETE BRIDGE, 13 FT. SOUTHWEST OF THE
 GC1459'CENTER OF THE HIGHWAY, A DISK SET IN TOP OF THE CONCRETE WALKWAY
 GC1459'AT THE SOUTHEAST END OF A BRIDGE OVER A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1382 ***********************************************************************
 GC1382  DESIGNATION -  M 22
 GC1382  PID         -  GC1382
 GC1382  STATE/COUNTY-  TN/DICKSON
 GC1382  USGS QUAD   -  VANLEER (1983)
 GC1382
 GC1382                         *CURRENT SURVEY CONTROL
 GC1382  ___________________________________________________________________
 GC1382* NAD 83(1986)-  36 10 55.     (N)    087 26 27.     (W)     SCALED    
 GC1382* NAVD 88     -       259.916  (meters)     852.74   (feet)  ADJUSTED  
 GC1382  ___________________________________________________________________
 GC1382  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GC1382  DYNAMIC HT  -         259.691 (meters)     852.00  (feet)  COMP
 GC1382  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC1382
 GC1382  VERT ORDER  -  SECOND    CLASS 0
 GC1382
 GC1382.The horizontal coordinates were scaled from a topographic map and have
 GC1382.an estimated accuracy of +/- 6 seconds.
 GC1382
 GC1382.The orthometric height was determined by differential leveling
 GC1382.and adjusted by the National Geodetic Survey in June 1991..
 GC1382
 GC1382.The geoid height was determined by GEOID03.
 GC1382
 GC1382.The dynamic height is computed by dividing the NAVD 88
 GC1382.geopotential number by the normal gravity value computed on the
 GC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1382.degrees latitude (g = 980.6199 gals.).
 GC1382
 GC1382.The modeled gravity was interpolated from observed gravity values.
 GC1382
 GC1382;                    North         East    Units  Estimated Accuracy
 GC1382;SPC TN       -   206,060.      470,400.      MT  (+/- 180 meters Scaled)
 GC1382
 GC1382                          SUPERSEDED SURVEY CONTROL
 GC1382
 GC1382  NGVD 29 (??/??/92)  259.919  (m)          852.75   (f) ADJ UNCH    2 0
 GC1382
 GC1382.Superseded values are not recommended for survey control.
 GC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1382.See file dsdata.txt to determine how the superseded data were derived.
 GC1382
 GC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF603042(NAD 83)
 GC1382_MARKER: DB = BENCH MARK DISK
 GC1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1382_STAMPING: 853.043 M 22 1934
 GC1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1382+STABILITY: SURFACE MOTION
 GC1382
 GC1382  HISTORY     - Date     Condition        Report By
 GC1382  HISTORY     - 1934     MONUMENTED       CGS
 GC1382  HISTORY     - 1958     POOR             NGS
 GC1382
 GC1382                          STATION DESCRIPTION
 GC1382
 GC1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC1382'3.8 MI S FROM VAN LEER.
 GC1382'3.75 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED
 GC1382'LOUISVILLE AND NASHVILLE RAILROAD FROM VAN LEER, DICKSON COUNTY,
 GC1382'5.7 MILES NORTH OF POND, 45 FEET NORTH OF A CATTLE GUARD AND
 GC1382'FENCE, 35 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, AND 15
 GC1382'FEET WEST OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD
 GC1382'DISK, STAMPED 853.043 M 22 1934 AND SET IN THE TOP OF A CONCRETE
 GC1382'POST.  NOTE-- WHEN THE RAILROAD WAS DISMANTLED, A HIGHWAY WAS
 GC1382'BUILT ALONG THE ROADBED.  THIS BENCH MARK WAS HIT HARD BY A
 GC1382'BULLDOZER.  IT IS NOW LOCATED ON THE BANK OF THE HIGHWAY AND IS
 GC1382'LEANING.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1072 ***********************************************************************
 GC1072  DESIGNATION -  M 220
 GC1072  PID         -  GC1072
 GC1072  STATE/COUNTY-  TN/SUMNER
 GC1072  USGS QUAD   -  FRANKLIN (1994)
 GC1072
 GC1072                         *CURRENT SURVEY CONTROL
 GC1072  ___________________________________________________________________
 GC1072* NAD 83(1986)-  36 37 57.     (N)    086 33 22.     (W)     SCALED    
 GC1072* NAVD 88     -       236.890  (meters)     777.20   (feet)  ADJUSTED  
 GC1072  ___________________________________________________________________
 GC1072  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GC1072  DYNAMIC HT  -         236.692 (meters)     776.55  (feet)  COMP
 GC1072  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 GC1072
 GC1072  VERT ORDER  -  SECOND    CLASS 0
 GC1072
 GC1072.The horizontal coordinates were scaled from a topographic map and have
 GC1072.an estimated accuracy of +/- 6 seconds.
 GC1072
 GC1072.The orthometric height was determined by differential leveling
 GC1072.and adjusted by the National Geodetic Survey in June 1991..
 GC1072
 GC1072.The geoid height was determined by GEOID03.
 GC1072
 GC1072.The dynamic height is computed by dividing the NAVD 88
 GC1072.geopotential number by the normal gravity value computed on the
 GC1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1072.degrees latitude (g = 980.6199 gals.).
 GC1072
 GC1072.The modeled gravity was interpolated from observed gravity values.
 GC1072
 GC1072;                    North         East    Units  Estimated Accuracy
 GC1072;SPC TN       -   255,240.      550,260.      MT  (+/- 180 meters Scaled)
 GC1072
 GC1072                          SUPERSEDED SURVEY CONTROL
 GC1072
 GC1072  NGVD 29 (??/??/92)  236.974  (m)          777.47   (f) ADJ UNCH    2 0
 GC1072
 GC1072.Superseded values are not recommended for survey control.
 GC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1072.See file dsdata.txt to determine how the superseded data were derived.
 GC1072
 GC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF396541(NAD 83)
 GC1072_MARKER: DB = BENCH MARK DISK
 GC1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1072_STAMPING: M 220 1959
 GC1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1072+STABILITY: SURFACE MOTION
 GC1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1072+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC1072
 GC1072  HISTORY     - Date     Condition        Report By
 GC1072  HISTORY     - 1959     MONUMENTED       CGS
 GC1072  HISTORY     - 1964     GOOD             NGS
 GC1072  HISTORY     - 20060629 GOOD             KYTC
 GC1072
 GC1072                          STATION DESCRIPTION
 GC1072
 GC1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1072'0.9 MI W FROM MITCHELLVILLE.
 GC1072'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1072'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 0.9 MILE,
 GC1072'58 FT. NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 24 FT. SOUTH
 GC1072'OF THE CENTER OF THE PAVED ROAD, 13 FT. WEST OF THE CENTER OF A
 GC1072'PRIVATE DRIVE, 4 FT. WEST OF A FENCE, 4 FT. SOUTHWEST OF A
 GC1072'POWERLINE POLE AND 2 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN
 GC1072'TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH
 GC1072'THE ROAD.
 GC1072
 GC1072                          STATION RECOVERY (1964)
 GC1072
 GC1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC1072'RECOVERED IN GOOD CONDITION.
 GC1072
 GC1072                          STATION RECOVERY (2006)
 GC1072
 GC1072'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1072'MARK IS 0.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0522 ***********************************************************************
 GC0522  DESIGNATION -  M 221
 GC0522  PID         -  GC0522
 GC0522  STATE/COUNTY-  TN/SUMNER
 GC0522  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0522
 GC0522                         *CURRENT SURVEY CONTROL
 GC0522  ___________________________________________________________________
 GC0522* NAD 83(1986)-  36 21 28.     (N)    086 42 47.     (W)     SCALED    
 GC0522* NAVD 88     -       145.572  (meters)     477.60   (feet)  ADJUSTED  
 GC0522  ___________________________________________________________________
 GC0522  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0522  DYNAMIC HT  -         145.448 (meters)     477.19  (feet)  COMP
 GC0522  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0522
 GC0522  VERT ORDER  -  SECOND    CLASS 0
 GC0522
 GC0522.The horizontal coordinates were scaled from a topographic map and have
 GC0522.an estimated accuracy of +/- 6 seconds.
 GC0522
 GC0522.The orthometric height was determined by differential leveling
 GC0522.and adjusted by the National Geodetic Survey in June 1991..
 GC0522
 GC0522.The geoid height was determined by GEOID03.
 GC0522
 GC0522.The dynamic height is computed by dividing the NAVD 88
 GC0522.geopotential number by the normal gravity value computed on the
 GC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0522.degrees latitude (g = 980.6199 gals.).
 GC0522
 GC0522.The modeled gravity was interpolated from observed gravity values.
 GC0522
 GC0522;                    North         East    Units  Estimated Accuracy
 GC0522;SPC TN       -   224,850.      536,000.      MT  (+/- 180 meters Scaled)
 GC0522
 GC0522                          SUPERSEDED SURVEY CONTROL
 GC0522
 GC0522  NGVD 29 (??/??/92)  145.622  (m)          477.76   (f) ADJ UNCH    2 0
 GC0522
 GC0522.Superseded values are not recommended for survey control.
 GC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0522.See file dsdata.txt to determine how the superseded data were derived.
 GC0522
 GC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF257236(NAD 83)
 GC0522_MARKER: DB = BENCH MARK DISK
 GC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0522_SP_SET: CULVERT
 GC0522_STAMPING: M 221 1959
 GC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0522
 GC0522  HISTORY     - Date     Condition        Report By
 GC0522  HISTORY     - 1959     MONUMENTED       CGS
 GC0522  HISTORY     - 1960     GOOD             NGS
 GC0522
 GC0522                          STATION DESCRIPTION
 GC0522
 GC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0522'0.8 MI S FROM MILLERSVILLE.
 GC0522'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO 0.8 MILE
 GC0522'SOUTH ON U.S. HIGHWAY 31 W, 51 FT. NORTHEAST OF A TELEPHONE
 GC0522'POLE, 23 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, 20 FT.
 GC0522'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31 W, A DISK DRILLED
 GC0522'IN THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0500 ***********************************************************************
 GC0500  DESIGNATION -  M 222 RESET
 GC0500  PID         -  GC0500
 GC0500  STATE/COUNTY-  TN/DAVIDSON
 GC0500  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0500
 GC0500                         *CURRENT SURVEY CONTROL
 GC0500  ___________________________________________________________________
 GC0500* NAD 83(1986)-  36 15 19.     (N)    086 44 17.     (W)     SCALED    
 GC0500* NAVD 88     -       183.27   (+/-2cm)     601.3    (feet)  VERTCON   
 GC0500  ___________________________________________________________________
 GC0500  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0500
 GC0500  VERT ORDER  -  THIRD (See Below)
 GC0500
 GC0500.The horizontal coordinates were scaled from a topographic map and have
 GC0500.an estimated accuracy of +/- 6 seconds.
 GC0500
 GC0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0500.The vertical order pertains to the NGVD 29 superseded value.
 GC0500
 GC0500.The geoid height was determined by GEOID03.
 GC0500
 GC0500;                    North         East    Units  Estimated Accuracy
 GC0500;SPC TN       -   213,490.      533,670.      MT  (+/- 180 meters Scaled)
 GC0500
 GC0500                          SUPERSEDED SURVEY CONTROL
 GC0500
 GC0500  NGVD 29 (??/??/??)  183.31   (m)          601.4    (f) RESET       3  
 GC0500
 GC0500.Superseded values are not recommended for survey control.
 GC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0500.See file dsdata.txt to determine how the superseded data were derived.
 GC0500
 GC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF235122(NAD 83)
 GC0500_MARKER: DB = BENCH MARK DISK
 GC0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0500_STAMPING: M 222 RESET 1967
 GC0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0500+STABILITY: SURFACE MOTION
 GC0500
 GC0500  HISTORY     - Date     Condition        Report By
 GC0500  HISTORY     - 1967     MONUMENTED       CGS
 GC0500
 GC0500                          STATION DESCRIPTION
 GC0500
 GC0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0500'3.3 MI N FROM NASHVILLE.
 GC0500'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 41 AND 31W AND
 GC0500'DUE WEST AVENUE IN NORTHEAST NASHVILLE, GO EASTERLY ON DUE WEST
 GC0500'AVENUE FOR 0.8 MILE TO PORT DRIVE ON THE LEFT, TURN LEFT,
 GC0500'NORTHERLY, ON PORT DRIVE AND GO 0.2 MILE TO CHADWELL DRIVE ON
 GC0500'THE RIGHT, TURN RIGHT, EASTERLY ON CHADWELL DRIVE AND GO 0.15
 GC0500'MILE TO THE MARK ABOUT 160 FEET ON THE RIGHT.  IT IS 188 FEET
 GC0500'WEST OF THE APPROXIMATE CENTER OF INTERSTATE ROUTE 65, 162 FEET
 GC0500'SOUTH OF THE APPROXIMATE CENTER OF CHADWELL DRIVE AND 1.8 FEET
 GC0500'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DRIVE
 GC0500'CEMENTED IN A DRILL HOLE AT THE SOUTH EDGE OF THE 8-INCH,
 GC0500'CONCRETE RIM OF A SEWER MANHOLE COVER, AND THE DISK IS STAMPED
 GC0500'M 222 RESET 1967.  NOTE-- A NEW OVERPASS FOR CHADWELL DRIVE WILL
 GC0500'BE BUILT BEFORE THE CONSTRUCTION ENDS AND THIS MARK SHOULD BE
 GC0500'SOUTH OF THE APPROXIMATE WEST END OF THE STRUCTURE WHEN
 GC0500'COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0561 ***********************************************************************
 FD0561  DESIGNATION -  M 223
 FD0561  PID         -  FD0561
 FD0561  STATE/COUNTY-  TN/WILLIAMSON
 FD0561  USGS QUAD   -  SPRING HILL (1979)
 FD0561
 FD0561                         *CURRENT SURVEY CONTROL
 FD0561  ___________________________________________________________________
 FD0561* NAD 83(1986)-  35 45 10.     (N)    086 53 34.     (W)     SCALED    
 FD0561* NAVD 88     -       216.310  (meters)     709.68   (feet)  ADJUSTED  
 FD0561  ___________________________________________________________________
 FD0561  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0561  DYNAMIC HT  -         216.119 (meters)     709.05  (feet)  COMP
 FD0561  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0561
 FD0561  VERT ORDER  -  FIRST     CLASS II
 FD0561
 FD0561.The horizontal coordinates were scaled from a topographic map and have
 FD0561.an estimated accuracy of +/- 6 seconds.
 FD0561
 FD0561.The orthometric height was determined by differential leveling
 FD0561.and adjusted by the National Geodetic Survey in June 1991..
 FD0561.WARNING-Repeat measurements at this control monument indicate possible
 FD0561.vertical movement.
 FD0561
 FD0561.The geoid height was determined by GEOID03.
 FD0561
 FD0561.The dynamic height is computed by dividing the NAVD 88
 FD0561.geopotential number by the normal gravity value computed on the
 FD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0561.degrees latitude (g = 980.6199 gals.).
 FD0561
 FD0561.The modeled gravity was interpolated from observed gravity values.
 FD0561
 FD0561;                    North         East    Units  Estimated Accuracy
 FD0561;SPC TN       -   157,850.      519,260.      MT  (+/- 180 meters Scaled)
 FD0561
 FD0561                          SUPERSEDED SURVEY CONTROL
 FD0561
 FD0561  NGVD 29 (??/??/92)  216.280  (m)          709.58   (f) ADJ UNCH    1 2
 FD0561
 FD0561.Superseded values are not recommended for survey control.
 FD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0561.See file dsdata.txt to determine how the superseded data were derived.
 FD0561
 FD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE096565(NAD 83)
 FD0561_MARKER: DB = BENCH MARK DISK
 FD0561_SETTING: 66 = SET IN ROCK OUTCROP
 FD0561_SP_SET: ROCK OUTCROP
 FD0561_STAMPING: M 223 1960
 FD0561_MARK LOGO: CGS   
 FD0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0561+STABILITY: POSITION/ELEVATION WELL
 FD0561
 FD0561  HISTORY     - Date     Condition        Report By
 FD0561  HISTORY     - 1960     MONUMENTED       CGS
 FD0561  HISTORY     - 1984     GOOD             NGS
 FD0561
 FD0561                          STATION DESCRIPTION
 FD0561
 FD0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0561'2 MI E FROM SPRING HILL.
 FD0561'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0561'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0561'2.0 MILES EAST ON DUPLEX ROAD.  THE BENCH MARK IS 49 FT. WEST
 FD0561'OF THE CENTER OF A PRIVATE DRIVE, 20 FT. NORTH OF THE CENTER OF
 FD0561'DUPLEX RD., 2 FT. SOUTH OF A FENCE, AND 2.4 FT. NORTH OF A
 FD0561'WITNESS SIGN.  THE DISK IS CEMENTED IN THE TOP OF A LARGE ROCK
 FD0561'OUTCROP THAT IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0561
 FD0561                          STATION RECOVERY (1984)
 FD0561
 FD0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0600 ***********************************************************************
 FD0600  DESIGNATION -  M 224
 FD0600  PID         -  FD0600
 FD0600  STATE/COUNTY-  TN/MAURY
 FD0600  USGS QUAD   -  GLENDALE (1981)
 FD0600
 FD0600                         *CURRENT SURVEY CONTROL
 FD0600  ___________________________________________________________________
 FD0600* NAD 83(1986)-  35 30 20.     (N)    086 53 36.     (W)     SCALED    
 FD0600* NAVD 88     -       220.584  (meters)     723.70   (feet)  ADJUSTED  
 FD0600  ___________________________________________________________________
 FD0600  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0600  DYNAMIC HT  -         220.387 (meters)     723.05  (feet)  COMP
 FD0600  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FD0600
 FD0600  VERT ORDER  -  SECOND    CLASS 0
 FD0600
 FD0600.The horizontal coordinates were scaled from a topographic map and have
 FD0600.an estimated accuracy of +/- 6 seconds.
 FD0600
 FD0600.The orthometric height was determined by differential leveling
 FD0600.and adjusted by the National Geodetic Survey in June 1991..
 FD0600
 FD0600.The geoid height was determined by GEOID03.
 FD0600
 FD0600.The dynamic height is computed by dividing the NAVD 88
 FD0600.geopotential number by the normal gravity value computed on the
 FD0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0600.degrees latitude (g = 980.6199 gals.).
 FD0600
 FD0600.The modeled gravity was interpolated from observed gravity values.
 FD0600
 FD0600;                    North         East    Units  Estimated Accuracy
 FD0600;SPC TN       -   130,430.      518,960.      MT  (+/- 180 meters Scaled)
 FD0600
 FD0600                          SUPERSEDED SURVEY CONTROL
 FD0600
 FD0600  NGVD 29 (??/??/92)  220.570  (m)          723.65   (f) ADJ UNCH    2 0
 FD0600
 FD0600.Superseded values are not recommended for survey control.
 FD0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0600.See file dsdata.txt to determine how the superseded data were derived.
 FD0600
 FD0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE096291(NAD 83)
 FD0600_MARKER: DB = BENCH MARK DISK
 FD0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0600_STAMPING: M 224 1960
 FD0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0600+STABILITY: SURFACE MOTION
 FD0600
 FD0600  HISTORY     - Date     Condition        Report By
 FD0600  HISTORY     - 1960     MONUMENTED       CGS
 FD0600
 FD0600                          STATION DESCRIPTION
 FD0600
 FD0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0600'0.6 MI S FROM BRYANT.
 FD0600'FROM THE BRYANT SCHOOL IN BRYANT, GO SOUTH ON A PAVED ROAD FOR
 FD0600'0.65 MILE.  THE BENCH MARK IS ABOUT 225 FT. WEST OF THE CENTER
 FD0600'OF INTERSTATE HIGHWAY 65, 20 FT. SOUTHEAST OF THE CENTER OF THE
 FD0600'PAVED ROAD, 1 FT. SOUTHEAST OF A FENCE, AND 1.6 FT. SOUTHEAST
 FD0600'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0600'PROJECTING 3 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE
 FD0600'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0440 ***********************************************************************
 FD0440  DESIGNATION -  M 225
 FD0440  PID         -  FD0440
 FD0440  STATE/COUNTY-  TN/GILES
 FD0440  USGS QUAD   -  ELKTON (1982)
 FD0440
 FD0440                         *CURRENT SURVEY CONTROL
 FD0440  ___________________________________________________________________
 FD0440* NAD 83(1986)-  35 05 37.     (N)    086 53 12.     (W)     SCALED    
 FD0440* NAVD 88     -       198.972  (meters)     652.79   (feet)  ADJUSTED  
 FD0440  ___________________________________________________________________
 FD0440  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0440  DYNAMIC HT  -         198.786 (meters)     652.18  (feet)  COMP
 FD0440  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FD0440
 FD0440  VERT ORDER  -  SECOND    CLASS 0
 FD0440
 FD0440.The horizontal coordinates were scaled from a topographic map and have
 FD0440.an estimated accuracy of +/- 6 seconds.
 FD0440
 FD0440.The orthometric height was determined by differential leveling
 FD0440.and adjusted by the National Geodetic Survey in June 1991..
 FD0440
 FD0440.The geoid height was determined by GEOID03.
 FD0440
 FD0440.The dynamic height is computed by dividing the NAVD 88
 FD0440.geopotential number by the normal gravity value computed on the
 FD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0440.degrees latitude (g = 980.6199 gals.).
 FD0440
 FD0440.The modeled gravity was interpolated from observed gravity values.
 FD0440
 FD0440;                    North         East    Units  Estimated Accuracy
 FD0440;SPC TN       -    84,720.      519,150.      MT  (+/- 180 meters Scaled)
 FD0440
 FD0440                          SUPERSEDED SURVEY CONTROL
 FD0440
 FD0440  NGVD 29 (??/??/92)  198.942  (m)          652.70   (f) ADJ UNCH    2 0
 FD0440
 FD0440.Superseded values are not recommended for survey control.
 FD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0440.See file dsdata.txt to determine how the superseded data were derived.
 FD0440
 FD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED103834(NAD 83)
 FD0440_MARKER: DB = BENCH MARK DISK
 FD0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0440_SP_SET: TREE
 FD0440_STAMPING: M 225 1960
 FD0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0440
 FD0440  HISTORY     - Date     Condition        Report By
 FD0440  HISTORY     - 1960     MONUMENTED       CGS
 FD0440
 FD0440                          STATION DESCRIPTION
 FD0440
 FD0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0440'3.4 MI NE FROM ELKTON.
 FD0440'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0440'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE
 FD0440'EAST ON A GRAVELED ROAD, THEN 2.8 MILES NORTH ON INTERSTATE
 FD0440'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0440'MARK IS ABOUT 250 FT. WEST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0440'HIGHWAY, 95 FT. NORTHEAST OF THE CENTER OF A GATE AND DRIVEWAY,
 FD0440'68 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 5.4 FT.
 FD0440'NORTHWEST OF A ROCK FENCE, AND 16 FT. SOUTHEAST OF A WITNESS SIGN
 FD0440'NAILED TO A TREE.  NOTE-- THIS MARK IS 1.0 MILE SOUTH ALONG
 FD0440'INTERSTATE HIGHWAY 65 FROM K 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0252 ***********************************************************************
 GC0252  DESIGNATION -  M 226
 GC0252  PID         -  GC0252
 GC0252  STATE/COUNTY-  TN/WILSON
 GC0252  USGS QUAD   -  MARTHA (1975)
 GC0252
 GC0252                         *CURRENT SURVEY CONTROL
 GC0252  ___________________________________________________________________
 GC0252* NAD 83(1986)-  36 11 08.     (N)    086 23 40.     (W)     SCALED    
 GC0252* NAVD 88     -       189.468  (meters)     621.61   (feet)  ADJUSTED  
 GC0252  ___________________________________________________________________
 GC0252  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0252  DYNAMIC HT  -         189.309 (meters)     621.09  (feet)  COMP
 GC0252  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GC0252
 GC0252  VERT ORDER  -  SECOND    CLASS 0
 GC0252
 GC0252.The horizontal coordinates were scaled from a topographic map and have
 GC0252.an estimated accuracy of +/- 6 seconds.
 GC0252
 GC0252.The orthometric height was determined by differential leveling
 GC0252.and adjusted by the National Geodetic Survey in June 1991..
 GC0252
 GC0252.The geoid height was determined by GEOID03.
 GC0252
 GC0252.The dynamic height is computed by dividing the NAVD 88
 GC0252.geopotential number by the normal gravity value computed on the
 GC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0252.degrees latitude (g = 980.6199 gals.).
 GC0252
 GC0252.The modeled gravity was interpolated from observed gravity values.
 GC0252
 GC0252;                    North         East    Units  Estimated Accuracy
 GC0252;SPC TN       -   205,580.      564,520.      MT  (+/- 180 meters Scaled)
 GC0252
 GC0252                          SUPERSEDED SURVEY CONTROL
 GC0252
 GC0252  NGVD 29 (??/??/92)  189.523  (m)          621.79   (f) ADJ UNCH    2 0
 GC0252
 GC0252.Superseded values are not recommended for survey control.
 GC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0252.See file dsdata.txt to determine how the superseded data were derived.
 GC0252
 GC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF544046(NAD 83)
 GC0252_MARKER: DB = BENCH MARK DISK
 GC0252_SETTING: 66 = SET IN ROCK OUTCROP
 GC0252_SP_SET: BEDROCK
 GC0252_STAMPING: M 226 1960
 GC0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0252+STABILITY: POSITION/ELEVATION WELL
 GC0252
 GC0252  HISTORY     - Date     Condition        Report By
 GC0252  HISTORY     - 1960     MONUMENTED       CGS
 GC0252  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0252
 GC0252                          STATION DESCRIPTION
 GC0252
 GC0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0252'8.8 MI SW FROM LEBANON.
 GC0252'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES SOUTHEAST
 GC0252'ON THE TENNESSEE CENTRAL RAILWAY, THEN 5.6 MILES WEST ON
 GC0252'INTERSTATE HIGHWAY 40, THEN 1.4 MILE WEST ON TUCKER GAP ROAD
 GC0252'TO THE Y JUNCTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 GC0252'215 FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0252'55 FT. NORTHWEST OF THE Y JUNCTION, 40 FT. NORTH OF THE CENTER
 GC0252'OF TUCKER GAP ROAD, 57 FT. EAST OF A FENCE, 118 FT. SOUTHWEST
 GC0252'OF A POWER LINE POLE WITH A GUY WIRE, AND 5.6 FT. NORTHEAST OF
 GC0252'A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN BED ROCK
 GC0252'THAT IS FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 GC0252
 GC0252                          STATION RECOVERY (2001)
 GC0252
 GC0252'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1833 ***********************************************************************
 GB1833  DESIGNATION -  M 227
 GB1833  PID         -  GB1833
 GB1833  STATE/COUNTY-  TN/SMITH
 GB1833  USGS QUAD   -  GORDONSVILLE (1986)
 GB1833
 GB1833                         *CURRENT SURVEY CONTROL
 GB1833  ___________________________________________________________________
 GB1833* NAD 83(1986)-  36 10 37.     (N)    085 56 51.     (W)     SCALED    
 GB1833* NAVD 88     -       166.469  (meters)     546.16   (feet)  ADJUSTED  
 GB1833  ___________________________________________________________________
 GB1833  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1833  DYNAMIC HT  -         166.327 (meters)     545.69  (feet)  COMP
 GB1833  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1833
 GB1833  VERT ORDER  -  SECOND    CLASS 0
 GB1833
 GB1833.The horizontal coordinates were scaled from a topographic map and have
 GB1833.an estimated accuracy of +/- 6 seconds.
 GB1833
 GB1833.The orthometric height was determined by differential leveling
 GB1833.and adjusted by the National Geodetic Survey in June 1991..
 GB1833
 GB1833.The geoid height was determined by GEOID03.
 GB1833
 GB1833.The dynamic height is computed by dividing the NAVD 88
 GB1833.geopotential number by the normal gravity value computed on the
 GB1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1833.degrees latitude (g = 980.6199 gals.).
 GB1833
 GB1833.The modeled gravity was interpolated from observed gravity values.
 GB1833
 GB1833;                    North         East    Units  Estimated Accuracy
 GB1833;SPC TN       -   204,550.      604,720.      MT  (+/- 180 meters Scaled)
 GB1833
 GB1833                          SUPERSEDED SURVEY CONTROL
 GB1833
 GB1833  NGVD 29 (??/??/92)  166.533  (m)          546.37   (f) ADJ UNCH    2 0
 GB1833
 GB1833.Superseded values are not recommended for survey control.
 GB1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1833.See file dsdata.txt to determine how the superseded data were derived.
 GB1833
 GB1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF946040(NAD 83)
 GB1833_MARKER: DB = BENCH MARK DISK
 GB1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1833_STAMPING: M 227 1960
 GB1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1833+STABILITY: SURFACE MOTION
 GB1833
 GB1833  HISTORY     - Date     Condition        Report By
 GB1833  HISTORY     - 1960     MONUMENTED       CGS
 GB1833
 GB1833                          STATION DESCRIPTION
 GB1833
 GB1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1833'0.8 MI W FROM CORDONSVILLE.
 GB1833'FROM THE POST OFFICE IN GORDONSVILLE, GO WEST ON STATE HIGHWAY FOR
 GB1833'0.5 MILE, THEN 0.25 MILE NORTH ON STATE HIGHWAY 53.  THE BENCH MARK
 GB1833'IS ABOUT 300 FT. SOUTH OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY
 GB1833'40, 23 FT. SOUTH OF A ROCK AND WOOD CULVERT UNDER THE HIGHWAY,
 GB1833'21 FT. WEST OF THE CENTER OF STATE HIGHWAY 53, 21 FT. NORTH OF A
 GB1833'POWER LINE POLE WITH A GUY WIRE, 17 FT. SOUTH OF A LONE 40-INCH ELM
 GB1833'TREE, 1 FT. EAST OF A FENCE, AND 1.5 FT. WEST OF A WITNESS SIGN.
 GB1833'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GB1833'IS ABOUT 3 FT. BELOW THE LEVEL OF STATE HIGHWAY 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0085 ***********************************************************************
 FD0085  DESIGNATION -  M 228 RESET
 FD0085  PID         -  FD0085
 FD0085  STATE/COUNTY-  TN/RUTHERFORD
 FD0085  USGS QUAD   -  DILLTON (1975)
 FD0085
 FD0085                         *CURRENT SURVEY CONTROL
 FD0085  ___________________________________________________________________
 FD0085* NAD 83(1986)-  35 45 19.     (N)    086 20 45.     (W)     SCALED    
 FD0085* NAVD 88     -       206.22   (meters)     676.6    (feet)  RESET     
 FD0085  ___________________________________________________________________
 FD0085  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0085
 FD0085  VERT ORDER  -  THIRD
 FD0085
 FD0085.The horizontal coordinates were scaled from a topographic map and have
 FD0085.an estimated accuracy of +/- 6 seconds.
 FD0085
 FD0085.The orthometric height was computed from unverified reset data.
 FD0085
 FD0085.The geoid height was determined by GEOID03.
 FD0085
 FD0085;                    North         East    Units  Estimated Accuracy
 FD0085;SPC TN       -   157,820.      568,720.      MT  (+/- 180 meters Scaled)
 FD0085
 FD0085                          SUPERSEDED SURVEY CONTROL
 FD0085
 FD0085.No superseded survey control is available for this station.
 FD0085
 FD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE591570(NAD 83)
 FD0085_MARKER: DB = BENCH MARK DISK
 FD0085_SETTING: 66 = SET IN ROCK OUTCROP
 FD0085_SP_SET: ROCK OUTCROP
 FD0085_STAMPING: M 228 RESET 1968
 FD0085_MARK LOGO: CGS   
 FD0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0085+STABILITY: POSITION/ELEVATION WELL
 FD0085
 FD0085  HISTORY     - Date     Condition        Report By
 FD0085  HISTORY     - 1968     MONUMENTED       CGS
 FD0085
 FD0085                          STATION DESCRIPTION
 FD0085
 FD0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0085'8.5 MI SE FROM MURFREESBORO.
 FD0085'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41
 FD0085'AND 231 JUST WEST OF THE RUTHERFORD COUNTY COURTHOUSE IN
 FD0085'MURFREESBORO, GO SOUTHEASTERLY ON U.S. HIGHWAYS 70S AND 41 FOR
 FD0085'0.5 MILE TO WHERE U.S. HIGHWAY 70S BEARS LEFT.  HERE CONTINUE
 FD0085'SOUTHEAST ON U.S. HIGHWAY 41 FOR 7.2 MILES TO GUM ROAD ON
 FD0085'THE RIGHT AND BYFORDS GROCERY IN THE SOUTHWEST ANGLE.  HERE TURN
 FD0085'RIGHT AND GO WESTERLY ON GUM ROAD FOR 0.6 MILE TO A DRIVEWAY
 FD0085'ON THE RIGHT, TURN RIGHT ON THIS DRIVEWAY AND GO NORTHERLY
 FD0085'FOR ABOUT 350 FEET TO WHERE THE DRIVEWAY CURVES LEFT AND THE MARK
 FD0085'AS DESCRIBED IN MR. FRANK MESSICKS YARD.  THE MARK IS 121 FEET
 FD0085'EAST OF THE NORTHEAST CORNER OF A BRICK HOME, 70 FEET EAST OF
 FD0085'A GUYED, POWERLINE TRANSFORMER POLE, 60 FEET SOUTH-SOUTHWEST OF A
 FD0085'30-INCH ELM TREE, 36 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD0085'THE DRIVEWAY, 28 FEET WEST OF A METAL WITNESS POST AND SIGN IN A
 FD0085'NORTH-SOUTH FENCE, AND 26 FEET NORTH OF A TWIN-TRUNKED MULBERRY
 FD0085'TREE.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE
 FD0085'IN A MASSIVE LIMESTONE ROCK OUTCROP AND THE DISK IS STAMPED
 FD0085'M 228 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0115 ***********************************************************************
 FD0115  DESIGNATION -  M 229
 FD0115  PID         -  FD0115
 FD0115  STATE/COUNTY-  TN/BEDFORD
 FD0115  USGS QUAD   -  WARTRACE (1980)
 FD0115
 FD0115                         *CURRENT SURVEY CONTROL
 FD0115  ___________________________________________________________________
 FD0115* NAD 83(1986)-  35 32 18.     (N)    086 19 45.     (W)     SCALED    
 FD0115* NAVD 88     -       277.290  (meters)     909.74   (feet)  ADJUSTED  
 FD0115  ___________________________________________________________________
 FD0115  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0115  DYNAMIC HT  -         277.035 (meters)     908.91  (feet)  COMP
 FD0115  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 FD0115
 FD0115  VERT ORDER  -  SECOND    CLASS 0
 FD0115
 FD0115.The horizontal coordinates were scaled from a topographic map and have
 FD0115.an estimated accuracy of +/- 6 seconds.
 FD0115
 FD0115.The orthometric height was determined by differential leveling
 FD0115.and adjusted by the National Geodetic Survey in June 1991..
 FD0115
 FD0115.The geoid height was determined by GEOID03.
 FD0115
 FD0115.The dynamic height is computed by dividing the NAVD 88
 FD0115.geopotential number by the normal gravity value computed on the
 FD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0115.degrees latitude (g = 980.6199 gals.).
 FD0115
 FD0115.The modeled gravity was interpolated from observed gravity values.
 FD0115
 FD0115;                    North         East    Units  Estimated Accuracy
 FD0115;SPC TN       -   133,740.      570,150.      MT  (+/- 180 meters Scaled)
 FD0115
 FD0115                          SUPERSEDED SURVEY CONTROL
 FD0115
 FD0115  NGVD 29 (??/??/92)  277.288  (m)          909.74   (f) ADJ UNCH    2 0
 FD0115
 FD0115.Superseded values are not recommended for survey control.
 FD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0115.See file dsdata.txt to determine how the superseded data were derived.
 FD0115
 FD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE608329(NAD 83)
 FD0115_MARKER: DB = BENCH MARK DISK
 FD0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0115_STAMPING: M 229 1960
 FD0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0115+STABILITY: SURFACE MOTION
 FD0115
 FD0115  HISTORY     - Date     Condition        Report By
 FD0115  HISTORY     - 1960     MONUMENTED       CGS
 FD0115
 FD0115                          STATION DESCRIPTION
 FD0115
 FD0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0115'1 MI NW FROM WARTRACE.
 FD0115'FROM THE RAILROAD DEPOT IN WARTRACE, GO 1.0 MILE NORTHWEST ON
 FD0115'STATE HIGHWAY 64.  THE BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 FD0115'A PRIVATE DRIVE LEADING EAST, 28 FT. WEST OF THE CENTER OF STATE
 FD0115'HIGHWAY 64, 13 FT. SOUTH OF A POWER LINE POLE WITH A GUY WIRE,
 FD0115'2.5 FT. EAST OF A FENCE, AND 1.5 FT. WEST OF A WITNESS SIGN,
 FD0115'AND JUST SOUTH OF A CURVE IN THE ROAD.  THE DISK IS SET IN TOP
 FD0115'OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1 FT. ABOVE
 FD0115'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1752 ***********************************************************************
 GB1752  DESIGNATION -  M 230
 GB1752  PID         -  GB1752
 GB1752  STATE/COUNTY-  TN/SMITH
 GB1752  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1752
 GB1752                         *CURRENT SURVEY CONTROL
 GB1752  ___________________________________________________________________
 GB1752* NAD 83(1986)-  36 07 26.     (N)    085 50 59.     (W)     SCALED    
 GB1752* NAVD 88     -       174.028  (meters)     570.96   (feet)  ADJUSTED  
 GB1752  ___________________________________________________________________
 GB1752  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1752  DYNAMIC HT  -         173.877 (meters)     570.46  (feet)  COMP
 GB1752  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GB1752
 GB1752  VERT ORDER  -  SECOND    CLASS 0
 GB1752
 GB1752.The horizontal coordinates were scaled from a topographic map and have
 GB1752.an estimated accuracy of +/- 6 seconds.
 GB1752
 GB1752.The orthometric height was determined by differential leveling
 GB1752.and adjusted by the National Geodetic Survey in June 1991..
 GB1752
 GB1752.The geoid height was determined by GEOID03.
 GB1752
 GB1752.The dynamic height is computed by dividing the NAVD 88
 GB1752.geopotential number by the normal gravity value computed on the
 GB1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1752.degrees latitude (g = 980.6199 gals.).
 GB1752
 GB1752.The modeled gravity was interpolated from observed gravity values.
 GB1752
 GB1752;                    North         East    Units  Estimated Accuracy
 GB1752;SPC TN       -   198,670.      613,530.      MT  (+/- 180 meters Scaled)
 GB1752
 GB1752                          SUPERSEDED SURVEY CONTROL
 GB1752
 GB1752  NGVD 29 (??/??/92)  174.094  (m)          571.17   (f) ADJ UNCH    2 0
 GB1752
 GB1752.Superseded values are not recommended for survey control.
 GB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1752.See file dsdata.txt to determine how the superseded data were derived.
 GB1752
 GB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE035983(NAD 83)
 GB1752_MARKER: DB = BENCH MARK DISK
 GB1752_SETTING: 66 = SET IN ROCK OUTCROP
 GB1752_SP_SET: BEDROCK
 GB1752_STAMPING: M 230 1960
 GB1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1752+STABILITY: POSITION/ELEVATION WELL
 GB1752
 GB1752  HISTORY     - Date     Condition        Report By
 GB1752  HISTORY     - 1960     MONUMENTED       CGS
 GB1752
 GB1752                          STATION DESCRIPTION
 GB1752
 GB1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1752'0.4 MI SE FROM LANCASTER.
 GB1752'FROM THE RAILWAY STATION IN LANCASTER, GO 0.45 MILE SOUTHEAST
 GB1752'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS JUST EAST OF
 GB1752'A GRAVELED ROAD CROSSING, 7 1/2 RAILS EAST OF THE CROSSING, 48.8
 GB1752'FT. EAST OF MILE POST 66, 14.5 FT. WEST OF A WHISTLE SIGN, 8.7
 GB1752'FT. NORTH OF THE NORTH RAIL.  THE DISK IS CEMENTED IN A DRILL
 GB1752'HOLE IN OUTCROPPING BEDROCK AND IS ABOUT 1 FT. BELOW THE LEVEL OF
 GB1752'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1722 ***********************************************************************
 GB1722  DESIGNATION -  M 231
 GB1722  PID         -  GB1722
 GB1722  STATE/COUNTY-  TN/CUMBERLAND
 GB1722  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1722
 GB1722                         *CURRENT SURVEY CONTROL
 GB1722  ___________________________________________________________________
 GB1722* NAD 83(1986)-  36 03 11.     (N)    085 10 26.     (W)     SCALED    
 GB1722* NAVD 88     -       598.228  (meters)    1962.69   (feet)  ADJUSTED  
 GB1722  ___________________________________________________________________
 GB1722  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GB1722  DYNAMIC HT  -         597.672 (meters)    1960.86  (feet)  COMP
 GB1722  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 GB1722
 GB1722  VERT ORDER  -  SECOND    CLASS 0
 GB1722
 GB1722.The horizontal coordinates were scaled from a topographic map and have
 GB1722.an estimated accuracy of +/- 6 seconds.
 GB1722
 GB1722.The orthometric height was determined by differential leveling
 GB1722.and adjusted by the National Geodetic Survey in June 1991..
 GB1722
 GB1722.The geoid height was determined by GEOID03.
 GB1722
 GB1722.The dynamic height is computed by dividing the NAVD 88
 GB1722.geopotential number by the normal gravity value computed on the
 GB1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1722.degrees latitude (g = 980.6199 gals.).
 GB1722
 GB1722.The modeled gravity was interpolated from observed gravity values.
 GB1722
 GB1722;                    North         East    Units  Estimated Accuracy
 GB1722;SPC TN       -   191,120.      674,430.      MT  (+/- 180 meters Scaled)
 GB1722
 GB1722                          SUPERSEDED SURVEY CONTROL
 GB1722
 GB1722  NGVD 29 (??/??/92)  598.259  (m)         1962.79   (f) ADJ UNCH    2 0
 GB1722
 GB1722.Superseded values are not recommended for survey control.
 GB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1722.See file dsdata.txt to determine how the superseded data were derived.
 GB1722
 GB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE644913(NAD 83)
 GB1722_MARKER: DB = BENCH MARK DISK
 GB1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1722_STAMPING: M 231 1960
 GB1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1722+STABILITY: SURFACE MOTION
 GB1722
 GB1722  HISTORY     - Date     Condition        Report By
 GB1722  HISTORY     - 1960     MONUMENTED       CGS
 GB1722
 GB1722                          STATION DESCRIPTION
 GB1722
 GB1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1722'2.1 MI NE FROM MAYLAND.
 GB1722'FROM THE POST OFFICE IN MAYLAND, GO 1.35 MILES EAST ON U.S.
 GB1722'HIGHWAY 70N, THEN 0.35 MILES NORTHWEST ON A GRAVELED ROAD TO A T
 GB1722'JUNCTION OF A GRAVELED ROAD, THEN GO 0.4 MILE NORTHWEST ON THE
 GB1722'GRAVELED ROAD.  THE BENCH MARK IS 0.15 MILE SOUTH OF THE PROPOSED
 GB1722'INTERSTATE HIGHWAY 40, 14 FT. SOUTHEAST OF THE CENTER OF THE
 GB1722'GRAVELED ROAD, AND 1.9 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK
 GB1722'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2
 GB1722'FT. ABOVE THE LEVEL OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0821 ***********************************************************************
 FC0821  DESIGNATION -  M 232
 FC0821  PID         -  FC0821
 FC0821  STATE/COUNTY-  TN/CUMBERLAND
 FC0821  USGS QUAD   -  OZONE (1989)
 FC0821
 FC0821                         *CURRENT SURVEY CONTROL
 FC0821  ___________________________________________________________________
 FC0821* NAD 83(1986)-  35 53 29.     (N)    084 47 49.     (W)     SCALED    
 FC0821* NAVD 88     -       482.938  (meters)    1584.44   (feet)  ADJUSTED  
 FC0821  ___________________________________________________________________
 FC0821  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FC0821  DYNAMIC HT  -         482.481 (meters)    1582.94  (feet)  COMP
 FC0821  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FC0821
 FC0821  VERT ORDER  -  SECOND    CLASS 0
 FC0821
 FC0821.The horizontal coordinates were scaled from a topographic map and have
 FC0821.an estimated accuracy of +/- 6 seconds.
 FC0821
 FC0821.The orthometric height was determined by differential leveling
 FC0821.and adjusted by the National Geodetic Survey in June 1991..
 FC0821
 FC0821.The geoid height was determined by GEOID03.
 FC0821
 FC0821.The dynamic height is computed by dividing the NAVD 88
 FC0821.geopotential number by the normal gravity value computed on the
 FC0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0821.degrees latitude (g = 980.6199 gals.).
 FC0821
 FC0821.The modeled gravity was interpolated from observed gravity values.
 FC0821
 FC0821;                    North         East    Units  Estimated Accuracy
 FC0821;SPC TN       -   173,530.      708,610.      MT  (+/- 180 meters Scaled)
 FC0821
 FC0821                          SUPERSEDED SURVEY CONTROL
 FC0821
 FC0821  NGVD 29 (??/??/92)  483.024  (m)         1584.72   (f) ADJ UNCH    2 0
 FC0821
 FC0821.Superseded values are not recommended for survey control.
 FC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0821.See file dsdata.txt to determine how the superseded data were derived.
 FC0821
 FC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE988741(NAD 83)
 FC0821_MARKER: DB = BENCH MARK DISK
 FC0821_SETTING: 66 = SET IN ROCK OUTCROP
 FC0821_SP_SET: BEDROCK
 FC0821_STAMPING: M 232 1960
 FC0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0821+STABILITY: POSITION/ELEVATION WELL
 FC0821
 FC0821  HISTORY     - Date     Condition        Report By
 FC0821  HISTORY     - 1960     MONUMENTED       CGS
 FC0821
 FC0821                          STATION DESCRIPTION
 FC0821
 FC0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0821'1 MI NE FROM OZONE.
 FC0821'FROM THE ONLY RAILROAD CROSSING IN OZONE, GO 0.95 MILE NORTHEAST
 FC0821'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS ABOUT 85
 FC0821'YARDS NORTHEAST OF THE NORTHEAST END OF A LONG TRESTLE, 39 FT.
 FC0821'NORTHWEST OF THE NORTH RAIL, 45 FT. SOUTHWEST OF A TELEPHONE POLE,
 FC0821'AND 18 FT. EAST OF A WITNESS SIGN NAILED TO A TREE.  THE DISK IS
 FC0821'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF A LONG SLOPING
 FC0821'BEDROCK ABOUT 2 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0193 ***********************************************************************
 FC0193  DESIGNATION -  M 233
 FC0193  PID         -  FC0193
 FC0193  STATE/COUNTY-  TN/ROANE
 FC0193  USGS QUAD   -  CAVE CREEK (1989)
 FC0193
 FC0193                         *CURRENT SURVEY CONTROL
 FC0193  ___________________________________________________________________
 FC0193* NAD 83(1986)-  35 51 42.     (N)    084 24 37.     (W)     SCALED    
 FC0193* NAVD 88     -       282.550  (meters)     927.00   (feet)  ADJUSTED  
 FC0193  ___________________________________________________________________
 FC0193  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0193  DYNAMIC HT  -         282.282 (meters)     926.12  (feet)  COMP
 FC0193  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FC0193
 FC0193  VERT ORDER  -  SECOND    CLASS 0
 FC0193
 FC0193.The horizontal coordinates were scaled from a topographic map and have
 FC0193.an estimated accuracy of +/- 6 seconds.
 FC0193
 FC0193.The orthometric height was determined by differential leveling
 FC0193.and adjusted by the National Geodetic Survey in June 1991..
 FC0193
 FC0193.The geoid height was determined by GEOID03.
 FC0193
 FC0193.The dynamic height is computed by dividing the NAVD 88
 FC0193.geopotential number by the normal gravity value computed on the
 FC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0193.degrees latitude (g = 980.6199 gals.).
 FC0193
 FC0193.The modeled gravity was interpolated from observed gravity values.
 FC0193
 FC0193;                    North         East    Units  Estimated Accuracy
 FC0193;SPC TN       -   170,730.      743,570.      MT  (+/- 180 meters Scaled)
 FC0193
 FC0193                          SUPERSEDED SURVEY CONTROL
 FC0193
 FC0193  NGVD 29 (??/??/92)  282.657  (m)          927.35   (f) ADJ UNCH    2 0
 FC0193
 FC0193.Superseded values are not recommended for survey control.
 FC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0193.See file dsdata.txt to determine how the superseded data were derived.
 FC0193
 FC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE338717(NAD 83)
 FC0193_MARKER: DB = BENCH MARK DISK
 FC0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0193_SP_SET: CULVERT
 FC0193_STAMPING: M 233 1960
 FC0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0193
 FC0193  HISTORY     - Date     Condition        Report By
 FC0193  HISTORY     - 1960     MONUMENTED       CGS
 FC0193
 FC0193                          STATION DESCRIPTION
 FC0193
 FC0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0193'6.6 MI SE FROM KINGSTON.
 FC0193'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0193'FOR 0.8 MILE, THEN 5.85 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0193'40.  THE BENCH MARK IS JUST EAST OF A LARGE CUT.  THE DISK IS
 FC0193'CEMENTED IN A DRILL HOLE IN TOP OF A 4 BY 4 CONCRETE CULVERT
 FC0193'DRAIN THAT IS LOCATED BETWEEN THE TWO TRAFFIC LANES OF INTERSTATE
 FC0193'40, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0237 ***********************************************************************
 FC0237  DESIGNATION -  M 234
 FC0237  PID         -  FC0237
 FC0237  STATE/COUNTY-  TN/KNOX
 FC0237  USGS QUAD   -  BEARDEN (1990)
 FC0237
 FC0237                         *CURRENT SURVEY CONTROL
 FC0237  ___________________________________________________________________
 FC0237* NAD 83(1986)-  35 55 15.     (N)    084 04 39.     (W)     SCALED    
 FC0237* NAVD 88     -       275.820  (meters)     904.92   (feet)  ADJUSTED  
 FC0237  ___________________________________________________________________
 FC0237  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0237  DYNAMIC HT  -         275.563 (meters)     904.08  (feet)  COMP
 FC0237  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FC0237
 FC0237  VERT ORDER  -  SECOND    CLASS 0
 FC0237
 FC0237.The horizontal coordinates were scaled from a topographic map and have
 FC0237.an estimated accuracy of +/- 6 seconds.
 FC0237
 FC0237.The orthometric height was determined by differential leveling
 FC0237.and adjusted by the National Geodetic Survey in June 1991..
 FC0237
 FC0237.The geoid height was determined by GEOID03.
 FC0237
 FC0237.The dynamic height is computed by dividing the NAVD 88
 FC0237.geopotential number by the normal gravity value computed on the
 FC0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0237.degrees latitude (g = 980.6199 gals.).
 FC0237
 FC0237.The modeled gravity was interpolated from observed gravity values.
 FC0237
 FC0237;                    North         East    Units  Estimated Accuracy
 FC0237;SPC TN       -   177,840.      773,490.      MT  (+/- 180 meters Scaled)
 FC0237
 FC0237                          SUPERSEDED SURVEY CONTROL
 FC0237
 FC0237  NGVD 29 (??/??/92)  275.946  (m)          905.33   (f) ADJ UNCH    2 0
 FC0237
 FC0237.Superseded values are not recommended for survey control.
 FC0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0237.See file dsdata.txt to determine how the superseded data were derived.
 FC0237
 FC0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE636791(NAD 83)
 FC0237_MARKER: DB = BENCH MARK DISK
 FC0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0237_SP_SET: BRIDGE
 FC0237_STAMPING: M 234 1960
 FC0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0237
 FC0237  HISTORY     - Date     Condition        Report By
 FC0237  HISTORY     - 1960     MONUMENTED       CGS
 FC0237  HISTORY     - 1982     GOOD             LOCENG
 FC0237
 FC0237                          STATION DESCRIPTION
 FC0237
 FC0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0237'6 MI W FROM BEARDEN.
 FC0237'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0237'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 4.25 MILES WEST ON
 FC0237'INTERSTATE HIGHWAY 40 TO A CONCRETE BRIDGE OVER A SMALL CREEK.
 FC0237'THE BENCH MARK IS 27 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 FC0237'TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0237'SOUTHWEST CONCRETE WINGWALL OF THE SOUTH CONCRETE BRIDGE OVER
 FC0237'THE CREEK AND IS ABOUT LEVEL WITH THE ROAD.
 FC0237
 FC0237                          STATION RECOVERY (1982)
 FC0237
 FC0237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0685 ***********************************************************************
 GB0685  DESIGNATION -  M 235
 GB0685  PID         -  GB0685
 GB0685  STATE/COUNTY-  TN/KNOX
 GB0685  USGS QUAD   -  POWELL (1976)
 GB0685
 GB0685                         *CURRENT SURVEY CONTROL
 GB0685  ___________________________________________________________________
 GB0685* NAD 83(1986)-  36 05 45.     (N)    084 01 07.     (W)     SCALED    
 GB0685* NAVD 88     -       257.618  (meters)     845.20   (feet)  ADJUSTED  
 GB0685  ___________________________________________________________________
 GB0685  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0685  DYNAMIC HT  -         257.379 (meters)     844.42  (feet)  COMP
 GB0685  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GB0685
 GB0685  VERT ORDER  -  SECOND    CLASS 0
 GB0685
 GB0685.The horizontal coordinates were scaled from a topographic map and have
 GB0685.an estimated accuracy of +/- 6 seconds.
 GB0685
 GB0685.The orthometric height was determined by differential leveling
 GB0685.and adjusted by the National Geodetic Survey in June 1991..
 GB0685
 GB0685.The geoid height was determined by GEOID03.
 GB0685
 GB0685.The dynamic height is computed by dividing the NAVD 88
 GB0685.geopotential number by the normal gravity value computed on the
 GB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0685.degrees latitude (g = 980.6199 gals.).
 GB0685
 GB0685.The modeled gravity was interpolated from observed gravity values.
 GB0685
 GB0685;                    North         East    Units  Estimated Accuracy
 GB0685;SPC TN       -   197,360.      778,410.      MT  (+/- 180 meters Scaled)
 GB0685
 GB0685                          SUPERSEDED SURVEY CONTROL
 GB0685
 GB0685  NGVD 29 (??/??/92)  257.726  (m)          845.56   (f) ADJ UNCH    2 0
 GB0685
 GB0685.Superseded values are not recommended for survey control.
 GB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0685.See file dsdata.txt to determine how the superseded data were derived.
 GB0685
 GB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE684986(NAD 83)
 GB0685_MARKER: DB = BENCH MARK DISK
 GB0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0685_SP_SET: BRIDGE
 GB0685_STAMPING: M 235 1961
 GB0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0685
 GB0685  HISTORY     - Date     Condition        Report By
 GB0685  HISTORY     - 1961     MONUMENTED       CGS
 GB0685  HISTORY     - 20010709 MARK NOT FOUND   TVA
 GB0685
 GB0685                          STATION DESCRIPTION
 GB0685
 GB0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0685'9 MI NW FROM INSKIP.
 GB0685'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0685'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0685'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 3.5 MILES NORTHWEST ON
 GB0685'CONNER ROAD TO A T JUNCTION, THEN GO 0.9 MILE NORTHEAST ON BULL RUN
 GB0685'VALLEY ROAD TO THE Y JUNCTION OF DIGGS GAP ROAD.  THE BENCH MARK
 GB0685'IS LOCATED AT THE Y JUNCTION, 10 FT. SOUTH OF THE CENTER OF DIGGS
 GB0685'GAP ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB0685'SOUTHWEST CONCRETE WINGWALL OF A WOOD AND CONCRETE BRIDGE OVER A
 GB0685'CREEK UNDER DIGGS GAP ROAD, AND IS ABOUT LEVEL WITH THE ROAD.
 GB0685'NOTE-- THIS MARK IS 0.7 MILE SOUTHEAST ALONG DIGGS GAP ROAD AND
 GB0685'0.15 MILE SOUTHWEST ALONG RACCOON VALLEY ROAD FROM B.M. N 235.
 GB0685
 GB0685                          STATION RECOVERY (2001)
 GB0685
 GB0685'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2001 (SCA)
 GB0685'STAMPING IS M 235 RESET 1969.  RESET MARK IS AT THE SAME INTERSECTION
 GB0685'AND CULVERT BUT NOW NORTH SIDE OF DIGGS GAP ROAD, SET 6 INCHES FROM
 GB0685'THE WEST END OF THE CONCRETE HEADWALL AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2021 ***********************************************************************
 GA2021  DESIGNATION -  M 237
 GA2021  PID         -  GA2021
 GA2021  STATE/COUNTY-  TN/JEFFERSON
 GA2021  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2021
 GA2021                         *CURRENT SURVEY CONTROL
 GA2021  ___________________________________________________________________
 GA2021* NAD 83(1986)-  36 01 02.     (N)    083 29 39.     (W)     SCALED    
 GA2021* NAVD 88     -       328.602  (meters)    1078.09   (feet)  ADJUSTED  
 GA2021  ___________________________________________________________________
 GA2021  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2021  DYNAMIC HT  -         328.296 (meters)    1077.08  (feet)  COMP
 GA2021  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 GA2021
 GA2021  VERT ORDER  -  SECOND    CLASS 0
 GA2021
 GA2021.The horizontal coordinates were scaled from a topographic map and have
 GA2021.an estimated accuracy of +/- 6 seconds.
 GA2021
 GA2021.The orthometric height was determined by differential leveling
 GA2021.and adjusted by the National Geodetic Survey in June 1991..
 GA2021
 GA2021.The geoid height was determined by GEOID03.
 GA2021
 GA2021.The dynamic height is computed by dividing the NAVD 88
 GA2021.geopotential number by the normal gravity value computed on the
 GA2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2021.degrees latitude (g = 980.6199 gals.).
 GA2021
 GA2021.The modeled gravity was interpolated from observed gravity values.
 GA2021
 GA2021;                    North         East    Units  Estimated Accuracy
 GA2021;SPC TN       -   189,720.      825,850.      MT  (+/- 180 meters Scaled)
 GA2021
 GA2021                          SUPERSEDED SURVEY CONTROL
 GA2021
 GA2021  NGVD 29 (??/??/92)  328.770  (m)         1078.64   (f) ADJ UNCH    2 0
 GA2021
 GA2021.Superseded values are not recommended for survey control.
 GA2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2021.See file dsdata.txt to determine how the superseded data were derived.
 GA2021
 GA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752887(NAD 83)
 GA2021_MARKER: DB = BENCH MARK DISK
 GA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2021_STAMPING: M 237 1961
 GA2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2021+STABILITY: SURFACE MOTION
 GA2021
 GA2021  HISTORY     - Date     Condition        Report By
 GA2021  HISTORY     - 1961     MONUMENTED       CGS
 GA2021
 GA2021                          STATION DESCRIPTION
 GA2021
 GA2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2021'5.6 MI W FROM DANDRIDGE.
 GA2021'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY
 GA2021'92 IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92,
 GA2021'THEN 3.4 MILES WEST ON INTERSTATE HIGHWAY 40 TO A BARN ON THE SOUTH
 GA2021'SIDE OF THE ROAD.  THE BENCH MARK IS ABOUT 250 FT. SOUTH OF
 GA2021'INTERSTATE HIGHWAY 40, 88 FT. WEST OF THE NORTHWEST CORNER OF A
 GA2021'BARN, 7 FT. SOUTH OF THE SOUTH GATE POST FOR ROAD LEADING TO BARN,
 GA2021'1 FT. NORTH OF A FENCE, AND 2 FT. EAST OF A WITNESS SIGN.  THE
 GA2021'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0295 ***********************************************************************
 FC0295  DESIGNATION -  M 238
 FC0295  PID         -  FC0295
 FC0295  STATE/COUNTY-  TN/LOUDON
 FC0295  USGS QUAD   -  PHILADELPHIA (1974)
 FC0295
 FC0295                         *CURRENT SURVEY CONTROL
 FC0295  ___________________________________________________________________
 FC0295* NAD 83(1986)-  35 40 25.     (N)    084 26 36.     (W)     SCALED    
 FC0295* NAVD 88     -       309.627  (meters)    1015.83   (feet)  ADJUSTED  
 FC0295  ___________________________________________________________________
 FC0295  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FC0295  DYNAMIC HT  -         309.331 (meters)    1014.86  (feet)  COMP
 FC0295  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FC0295
 FC0295  VERT ORDER  -  SECOND    CLASS 0
 FC0295
 FC0295.The horizontal coordinates were scaled from a topographic map and have
 FC0295.an estimated accuracy of +/- 6 seconds.
 FC0295
 FC0295.The orthometric height was determined by differential leveling
 FC0295.and adjusted by the National Geodetic Survey in June 1991..
 FC0295
 FC0295.The geoid height was determined by GEOID03.
 FC0295
 FC0295.The dynamic height is computed by dividing the NAVD 88
 FC0295.geopotential number by the normal gravity value computed on the
 FC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0295.degrees latitude (g = 980.6199 gals.).
 FC0295
 FC0295.The modeled gravity was interpolated from observed gravity values.
 FC0295
 FC0295;                    North         East    Units  Estimated Accuracy
 FC0295;SPC TN       -   149,820.      740,920.      MT  (+/- 180 meters Scaled)
 FC0295
 FC0295                          SUPERSEDED SURVEY CONTROL
 FC0295
 FC0295  NGVD 29 (??/??/92)  309.710  (m)         1016.11   (f) ADJ UNCH    2 0
 FC0295
 FC0295.Superseded values are not recommended for survey control.
 FC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0295.See file dsdata.txt to determine how the superseded data were derived.
 FC0295
 FC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE313507(NAD 83)
 FC0295_MARKER: DB = BENCH MARK DISK
 FC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0295_STAMPING: M 238 1961
 FC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0295+STABILITY: SURFACE MOTION
 FC0295
 FC0295  HISTORY     - Date     Condition        Report By
 FC0295  HISTORY     - 1961     MONUMENTED       CGS
 FC0295
 FC0295                          STATION DESCRIPTION
 FC0295
 FC0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0295'3.2 MI W FROM PHILADELPHIA.
 FC0295'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0295'0.25 MILE SOUTH TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD,
 FC0295'TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE LEFT FORK AND
 FC0295'GO 1.5 MILE WEST ON A GRAVELED ROAD TO A GRAVELED ROAD LEADING
 FC0295'NORTH JUST AFTER PASSING A GRAVELED ROAD LEADING SOUTH, TURN
 FC0295'RIGHT AND GO 0.5 MILE NORTH ON THE GRAVELED ROAD TO A DAIRY
 FC0295'FARM.  THE BENCH MARK IS 26 FT. NORTHWEST OF THE NORTHWEST
 FC0295'CORNER OF AN IMPLEMENT SHED, 18 FT. SOUTHWEST OF THE SOUTHWEST
 FC0295'CORNER OF A GULF GAS PUMP, 1.2 FT. EAST OF A FENCE, 2.2 FT.
 FC0295'SOUTH OF A WITNESS SIGN, AND ABOUT 400 FT. EAST OF PROPOSED
 FC0295'INTERSTATE HIGHWAY 75.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0295'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2099 ***********************************************************************
 GA2099  DESIGNATION -  M 239
 GA2099  PID         -  GA2099
 GA2099  STATE/COUNTY-  TN/JEFFERSON
 GA2099  USGS QUAD   -  WHITE PINE (1961)
 GA2099
 GA2099                         *CURRENT SURVEY CONTROL
 GA2099  ___________________________________________________________________
 GA2099* NAD 83(1986)-  36 00 32.     (N)    083 17 34.     (W)     SCALED    
 GA2099* NAVD 88     -       328.157  (meters)    1076.63   (feet)  ADJUSTED  
 GA2099  ___________________________________________________________________
 GA2099  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2099  DYNAMIC HT  -         327.849 (meters)    1075.62  (feet)  COMP
 GA2099  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 GA2099
 GA2099  VERT ORDER  -  SECOND    CLASS 0
 GA2099
 GA2099.The horizontal coordinates were scaled from a topographic map and have
 GA2099.an estimated accuracy of +/- 6 seconds.
 GA2099
 GA2099.The orthometric height was determined by differential leveling
 GA2099.and adjusted by the National Geodetic Survey in June 1991..
 GA2099
 GA2099.The geoid height was determined by GEOID03.
 GA2099
 GA2099.The dynamic height is computed by dividing the NAVD 88
 GA2099.geopotential number by the normal gravity value computed on the
 GA2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2099.degrees latitude (g = 980.6199 gals.).
 GA2099
 GA2099.The modeled gravity was interpolated from observed gravity values.
 GA2099
 GA2099;                    North         East    Units  Estimated Accuracy
 GA2099;SPC TN       -   189,280.      844,020.      MT  (+/- 180 meters Scaled)
 GA2099
 GA2099                          SUPERSEDED SURVEY CONTROL
 GA2099
 GA2099  NGVD 29 (??/??/92)  328.316  (m)         1077.15   (f) ADJ UNCH    2 0
 GA2099
 GA2099.Superseded values are not recommended for survey control.
 GA2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2099.See file dsdata.txt to determine how the superseded data were derived.
 GA2099
 GA2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV933873(NAD 83)
 GA2099_MARKER: DB = BENCH MARK DISK
 GA2099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2099_SP_SET: CULVERT
 GA2099_STAMPING: M 239 1961
 GA2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2099
 GA2099  HISTORY     - Date     Condition        Report By
 GA2099  HISTORY     - 1961     MONUMENTED       CGS
 GA2099
 GA2099                          STATION DESCRIPTION
 GA2099
 GA2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2099'8 MI NW FROM NEWPORT.
 GA2099'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2099'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 3.45 MILES
 GA2099'NORTHWEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK DISK IS CEMENTED
 GA2099'IN A DRILL HOLE IN TOP OF THE SOUTHEAST CORNER OF A 4 BY 4 CONCRETE
 GA2099'CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC LANES AND IS ABOUT
 GA2099'2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1645 ***********************************************************************
 GC1645  DESIGNATION -  M 24
 GC1645  PID         -  GC1645
 GC1645  STATE/COUNTY-  TN/BENTON
 GC1645  USGS QUAD   -  MC KINNON (1973)
 GC1645
 GC1645                         *CURRENT SURVEY CONTROL
 GC1645  ___________________________________________________________________
 GC1645* NAD 83(1986)-  36 17 29.     (N)    087 57 23.     (W)     SCALED    
 GC1645* NAVD 88     -       107.981  (meters)     354.27   (feet)  ADJUSTED  
 GC1645  ___________________________________________________________________
 GC1645  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1645  DYNAMIC HT  -         107.892 (meters)     353.98  (feet)  COMP
 GC1645  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GC1645
 GC1645  VERT ORDER  -  SECOND    CLASS 0
 GC1645
 GC1645.The horizontal coordinates were scaled from a topographic map and have
 GC1645.an estimated accuracy of +/- 6 seconds.
 GC1645
 GC1645.The orthometric height was determined by differential leveling
 GC1645.and adjusted by the National Geodetic Survey in June 1991..
 GC1645
 GC1645.The geoid height was determined by GEOID03.
 GC1645
 GC1645.The dynamic height is computed by dividing the NAVD 88
 GC1645.geopotential number by the normal gravity value computed on the
 GC1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1645.degrees latitude (g = 980.6199 gals.).
 GC1645
 GC1645.The modeled gravity was interpolated from observed gravity values.
 GC1645
 GC1645;                    North         East    Units  Estimated Accuracy
 GC1645;SPC TN       -   219,000.      424,270.      MT  (+/- 180 meters Scaled)
 GC1645
 GC1645                          SUPERSEDED SURVEY CONTROL
 GC1645
 GC1645  NGVD 29 (??/??/92)  108.028  (m)          354.42   (f) ADJ UNCH    2 0
 GC1645
 GC1645.Superseded values are not recommended for survey control.
 GC1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1645.See file dsdata.txt to determine how the superseded data were derived.
 GC1645
 GC1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF141166(NAD 83)
 GC1645_MARKER: DB = BENCH MARK DISK
 GC1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1645_STAMPING: 354.691 M 24 1934
 GC1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1645+STABILITY: SURFACE MOTION
 GC1645
 GC1645  HISTORY     - Date     Condition        Report By
 GC1645  HISTORY     - 1934     MONUMENTED       CGS
 GC1645
 GC1645                          STATION DESCRIPTION
 GC1645
 GC1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1645'1 MI SW FROM DANVILLE.
 GC1645'IN BENTON COUNTY, 1.0 MILE SOUTHWEST ALONG THE LOUISVILLE AND
 GC1645'NASHVILLE RAILROAD FROM THE STATION AT DANVILLE, HOUSTON COUNTY,
 GC1645'0.5 MILE SOUTHWEST OF TENNESSEE RIVER, 0.25 MILE SOUTHWEST OF
 GC1645'MILEPOST 221, AT A ROAD CROSSING, 30 YARDS NORTH OF THE
 GC1645'CENTERLINE OF THE ROAD, AT A DISMANTLED SIGNAL, IN A RECESS IN
 GC1645'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION, AND
 GC1645'3 YARDS EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GC1645'STAMPED 354.691 M 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2094 ***********************************************************************
 GA2094  DESIGNATION -  M 240
 GA2094  PID         -  GA2094
 GA2094  STATE/COUNTY-  TN/GREENE
 GA2094  USGS QUAD   -  MOHAWK (1980)
 GA2094
 GA2094                         *CURRENT SURVEY CONTROL
 GA2094  ___________________________________________________________________
 GA2094* NAD 83(1986)-  36 13 49.     (N)    083 01 22.     (W)     SCALED    
 GA2094* NAVD 88     -       335.467  (meters)    1100.61   (feet)  ADJUSTED  
 GA2094  ___________________________________________________________________
 GA2094  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA2094  DYNAMIC HT  -         335.157 (meters)    1099.59  (feet)  COMP
 GA2094  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 GA2094
 GA2094  VERT ORDER  -  SECOND    CLASS 0
 GA2094
 GA2094.The horizontal coordinates were scaled from a topographic map and have
 GA2094.an estimated accuracy of +/- 6 seconds.
 GA2094
 GA2094.The orthometric height was determined by differential leveling
 GA2094.and adjusted by the National Geodetic Survey in June 1991..
 GA2094
 GA2094.The geoid height was determined by GEOID03.
 GA2094
 GA2094.The dynamic height is computed by dividing the NAVD 88
 GA2094.geopotential number by the normal gravity value computed on the
 GA2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2094.degrees latitude (g = 980.6199 gals.).
 GA2094
 GA2094.The modeled gravity was interpolated from observed gravity values.
 GA2094
 GA2094;                    North         East    Units  Estimated Accuracy
 GA2094;SPC TN       -   214,540.      867,610.      MT  (+/- 180 meters Scaled)
 GA2094
 GA2094                          SUPERSEDED SURVEY CONTROL
 GA2094
 GA2094  NGVD 29 (??/??/92)  335.626  (m)         1101.13   (f) ADJ UNCH    2 0
 GA2094
 GA2094.Superseded values are not recommended for survey control.
 GA2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2094.See file dsdata.txt to determine how the superseded data were derived.
 GA2094
 GA2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA182113(NAD 83)
 GA2094_MARKER: DB = BENCH MARK DISK
 GA2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2094_SP_SET: CULVERT
 GA2094_STAMPING: M 240 1961
 GA2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2094
 GA2094  HISTORY     - Date     Condition        Report By
 GA2094  HISTORY     - 1961     MONUMENTED       CGS
 GA2094  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2094
 GA2094                          STATION DESCRIPTION
 GA2094
 GA2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2094'0.7 MI N FROM MOHAWK CROSSROADS.
 GA2094'FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES WEST OF GREENEVILLE
 GA2094'ON U.S. HIGHWAY 11E), GO 0.7 MILE NORTH ON A PAVED ROAD TO A
 GA2094'CULVERT UNDER THE ROAD AND A DAIRY FARM ON THE RIGHT.  THE BENCH
 GA2094'MARK IS ABOUT 120 FT. WEST OF A LARGE BARN, 21 FT. EAST OF THE
 GA2094'CENTER OF THE PAVED ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA2094'TOP OF THE MIDDLE OF THE EAST CONCRETE HEADWALL OF THE CULVERT AND
 GA2094'IS ABOUT 6 FT. BELOW THE LEVEL OF THE ROAD.
 GA2094
 GA2094                          STATION RECOVERY (1980)
 GA2094
 GA2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1067 ***********************************************************************
 GA1067  DESIGNATION -  M 241
 GA1067  PID         -  GA1067
 GA1067  STATE/COUNTY-  TN/GREENE
 GA1067  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1067
 GA1067                         *CURRENT SURVEY CONTROL
 GA1067  ___________________________________________________________________
 GA1067* NAD 83(1986)-  36 21 47.     (N)    082 42 09.     (W)     SCALED    
 GA1067* NAVD 88     -       420.705  (meters)    1380.26   (feet)  ADJUSTED  
 GA1067  ___________________________________________________________________
 GA1067  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1067  DYNAMIC HT  -         420.309 (meters)    1378.96  (feet)  COMP
 GA1067  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 GA1067
 GA1067  VERT ORDER  -  SECOND    CLASS 0
 GA1067
 GA1067.The horizontal coordinates were scaled from a topographic map and have
 GA1067.an estimated accuracy of +/- 6 seconds.
 GA1067
 GA1067.The orthometric height was determined by differential leveling
 GA1067.and adjusted by the National Geodetic Survey in June 1991..
 GA1067
 GA1067.The geoid height was determined by GEOID03.
 GA1067
 GA1067.The dynamic height is computed by dividing the NAVD 88
 GA1067.geopotential number by the normal gravity value computed on the
 GA1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1067.degrees latitude (g = 980.6199 gals.).
 GA1067
 GA1067.The modeled gravity was interpolated from observed gravity values.
 GA1067
 GA1067;                    North         East    Units  Estimated Accuracy
 GA1067;SPC TN       -   230,190.      895,890.      MT  (+/- 180 meters Scaled)
 GA1067
 GA1067                          SUPERSEDED SURVEY CONTROL
 GA1067
 GA1067  NGVD 29 (??/??/92)  420.841  (m)         1380.71   (f) ADJ UNCH    2 0
 GA1067
 GA1067.Superseded values are not recommended for survey control.
 GA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1067.See file dsdata.txt to determine how the superseded data were derived.
 GA1067
 GA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA472255(NAD 83)
 GA1067_MARKER: DB = BENCH MARK DISK
 GA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1067_STAMPING: M 241 1961
 GA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1067+STABILITY: SURFACE MOTION
 GA1067
 GA1067  HISTORY     - Date     Condition        Report By
 GA1067  HISTORY     - 1961     MONUMENTED       CGS
 GA1067
 GA1067                          STATION DESCRIPTION
 GA1067
 GA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1067'AT JEAROLDSTOWN.
 GA1067'THIS MARK IS LOCATED IN THE SMALL COMMUNITY OF JEAROLDSTOWN,
 GA1067'(ABOUT 6 MILES SOUTHWEST OF FALL BRANCH).  THE BENCH MARK IS ON
 GA1067'THE PROPERTY OF J.L. DEATHEROG, 92.4 FT. SOUTH OF THE FRONT STEPS
 GA1067'OF THE HOUSE, 42 FT. NORTHWEST OF THE CENTER OF Y JUNCTION OF
 GA1067'TWO GRAVELED ROADS, 125 FT. WEST OF A SMALL GROCERY STORE, 12 FT.
 GA1067'NORTHEAST OF A FENCE CORNER, AND 2.3 FT. SOUTH OF A WITNESS SIGN.
 GA1067'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 GA1067'AND IS ABOUT 6 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2083 ***********************************************************************
 GA2083  DESIGNATION -  M 242
 GA2083  PID         -  GA2083
 GA2083  STATE/COUNTY-  TN/GREENE
 GA2083  USGS QUAD   -  MOHAWK (1980)
 GA2083
 GA2083                         *CURRENT SURVEY CONTROL
 GA2083  ___________________________________________________________________
 GA2083* NAD 83(1986)-  36 12 32.     (N)    083 05 15.     (W)     SCALED    
 GA2083* NAVD 88     -       362.118  (meters)    1188.05   (feet)  ADJUSTED  
 GA2083  ___________________________________________________________________
 GA2083  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA2083  DYNAMIC HT  -         361.785 (meters)    1186.96  (feet)  COMP
 GA2083  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GA2083
 GA2083  VERT ORDER  -  SECOND    CLASS 0
 GA2083
 GA2083.The horizontal coordinates were scaled from a topographic map and have
 GA2083.an estimated accuracy of +/- 6 seconds.
 GA2083
 GA2083.The orthometric height was determined by differential leveling
 GA2083.and adjusted by the National Geodetic Survey in June 1991..
 GA2083
 GA2083.The geoid height was determined by GEOID03.
 GA2083
 GA2083.The dynamic height is computed by dividing the NAVD 88
 GA2083.geopotential number by the normal gravity value computed on the
 GA2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2083.degrees latitude (g = 980.6199 gals.).
 GA2083
 GA2083.The modeled gravity was interpolated from observed gravity values.
 GA2083
 GA2083;                    North         East    Units  Estimated Accuracy
 GA2083;SPC TN       -   211,990.      861,860.      MT  (+/- 180 meters Scaled)
 GA2083
 GA2083                          SUPERSEDED SURVEY CONTROL
 GA2083
 GA2083  NGVD 29 (??/??/92)  362.274  (m)         1188.56   (f) ADJ UNCH    2 0
 GA2083
 GA2083.Superseded values are not recommended for survey control.
 GA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2083.See file dsdata.txt to determine how the superseded data were derived.
 GA2083
 GA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA123091(NAD 83)
 GA2083_MARKER: DB = BENCH MARK DISK
 GA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2083_STAMPING: M 242 1961
 GA2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2083+STABILITY: SURFACE MOTION
 GA2083
 GA2083  HISTORY     - Date     Condition        Report By
 GA2083  HISTORY     - 1961     MONUMENTED       CGS
 GA2083  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2083
 GA2083                          STATION DESCRIPTION
 GA2083
 GA2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2083'2.5 MI NW FROM MOHAWK.
 GA2083'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO
 GA2083'A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD, THEN 1.3
 GA2083'MILES WEST ON INTERSTATE 81 TO THE JUNCTION OF A GRAVELED ROAD.
 GA2083'THE BENCH MARK IS ABOUT 0.3 MILE SOUTH OF A BARN IN A PASTURE,
 GA2083'ABOUT 400 FT. NORTH OF INTERSTATE 81, 144 FT. NORTHWEST OF THE
 GA2083'NORTHWEST CORNER OF A HOUSE, 11 FT. EAST OF THE CENTER OF THE
 GA2083'GRAVELED ROAD, 1.2 FT. NORTHEAST OF A FENCE CORNER POST, AND ABOUT
 GA2083'LEVEL WITH THE ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2083'PROJECTING 4 INCHES.
 GA2083
 GA2083                          STATION RECOVERY (1980)
 GA2083
 GA2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0624 ***********************************************************************
 FC0624  DESIGNATION -  M 244
 FC0624  PID         -  FC0624
 FC0624  STATE/COUNTY-  TN/BRADLEY
 FC0624  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0624
 FC0624                         *CURRENT SURVEY CONTROL
 FC0624  ___________________________________________________________________
 FC0624* NAD 83(1986)-  35 09 02.     (N)    084 57 41.     (W)     SCALED    
 FC0624* NAVD 88     -       257.783  (meters)     845.74   (feet)  ADJUSTED  
 FC0624  ___________________________________________________________________
 FC0624  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0624  DYNAMIC HT  -         257.527 (meters)     844.90  (feet)  COMP
 FC0624  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC0624
 FC0624  VERT ORDER  -  SECOND    CLASS 0
 FC0624
 FC0624.The horizontal coordinates were scaled from a topographic map and have
 FC0624.an estimated accuracy of +/- 6 seconds.
 FC0624
 FC0624.The orthometric height was determined by differential leveling
 FC0624.and adjusted by the National Geodetic Survey in June 1991..
 FC0624
 FC0624.The geoid height was determined by GEOID03.
 FC0624
 FC0624.The dynamic height is computed by dividing the NAVD 88
 FC0624.geopotential number by the normal gravity value computed on the
 FC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0624.degrees latitude (g = 980.6199 gals.).
 FC0624
 FC0624.The modeled gravity was interpolated from observed gravity values.
 FC0624
 FC0624;                    North         East    Units  Estimated Accuracy
 FC0624;SPC TN       -    91,170.      694,640.      MT  (+/- 180 meters Scaled)
 FC0624
 FC0624                          SUPERSEDED SURVEY CONTROL
 FC0624
 FC0624  NGVD 29 (??/??/92)  257.801  (m)          845.80   (f) ADJ UNCH    2 0
 FC0624
 FC0624.Superseded values are not recommended for survey control.
 FC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0624.See file dsdata.txt to determine how the superseded data were derived.
 FC0624
 FC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD856916(NAD 83)
 FC0624_MARKER: DB = BENCH MARK DISK
 FC0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0624_STAMPING: M 244 1961
 FC0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0624+STABILITY: SURFACE MOTION
 FC0624
 FC0624  HISTORY     - Date     Condition        Report By
 FC0624  HISTORY     - 1961     MONUMENTED       CGS
 FC0624  HISTORY     - 1962     GOOD             NGS
 FC0624  HISTORY     - 1967     GOOD             NGS
 FC0624
 FC0624                          STATION DESCRIPTION
 FC0624
 FC0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0624'4.7 MI W FROM CLEVELAND.
 FC0624'FROM THE JUNCTION OF STATE HIGHWAY 60 AND U.S. HWY. 11 GO WEST
 FC0624'ON U.S. HIGHWAY 11 2 MILES THENCE NORTHWEST ON A BLACKTOP ROAD
 FC0624'ONE MILE TO PLEASANT GROVE CHURCH, THENCE 1 MILE NORTHWEST TO THE
 FC0624'INTERSTATE HWY, THENCE 0.7 S.W. MILE ALONG THE INTERSTATE
 FC0624'HIGHWAY TO THE MARK ON THE RIGHT, 400 FEET NORTH OF INTERSTATE
 FC0624'HWY, 20.0 FEET NORTH OF CENTER OF GRADED ROAD, 7.3 FEET NORTH OF 4
 FC0624'FOOT CUT IN BANK, 4.3 FEET SOUTHEAST OF 4 INCH PINE, 3 FEET
 FC0624'WEST OF A WITNESS SIGN, A STANDARD DISK SET IN THE TOP OF A
 FC0624'CONCRETE POST PROJECTING 5 INCHES AND ABOUT 4 FEET ABOVE THE LEVEL
 FC0624'OF THE ROAD.  NOTE-- N 244, WHICH IS THE NEXT MARK ON THE LINE,
 FC0624'IS DESCRIBED FROM THE TOWN OF MC DONALD, TENNESSEE.
 FC0624
 FC0624                          STATION RECOVERY (1967)
 FC0624
 FC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1287 ***********************************************************************
 FC1287  DESIGNATION -  M 245
 FC1287  PID         -  FC1287
 FC1287  STATE/COUNTY-  TN/HAMILTON
 FC1287  USGS QUAD   -  CHATTANOOGA (1976)
 FC1287
 FC1287                         *CURRENT SURVEY CONTROL
 FC1287  ___________________________________________________________________
 FC1287* NAD 83(1986)-  35 02 20.     (N)    085 18 55.     (W)     SCALED    
 FC1287* NAVD 88     -       204.227  (meters)     670.03   (feet)  ADJUSTED  
 FC1287  ___________________________________________________________________
 FC1287  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1287  DYNAMIC HT  -         204.024 (meters)     669.37  (feet)  COMP
 FC1287  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FC1287
 FC1287  VERT ORDER  -  FIRST     CLASS II
 FC1287
 FC1287.The horizontal coordinates were scaled from a topographic map and have
 FC1287.an estimated accuracy of +/- 6 seconds.
 FC1287
 FC1287.The orthometric height was determined by differential leveling
 FC1287.and adjusted by the National Geodetic Survey in June 1991..
 FC1287
 FC1287.The geoid height was determined by GEOID03.
 FC1287
 FC1287.The dynamic height is computed by dividing the NAVD 88
 FC1287.geopotential number by the normal gravity value computed on the
 FC1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1287.degrees latitude (g = 980.6199 gals.).
 FC1287
 FC1287.The modeled gravity was interpolated from observed gravity values.
 FC1287
 FC1287;                    North         East    Units  Estimated Accuracy
 FC1287;SPC TN       -    78,500.      662,480.      MT  (+/- 180 meters Scaled)
 FC1287
 FC1287                          SUPERSEDED SURVEY CONTROL
 FC1287
 FC1287  NGVD 29 (??/??/92)  204.266  (m)          670.16   (f) ADJ UNCH    1 2
 FC1287
 FC1287.Superseded values are not recommended for survey control.
 FC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1287.See file dsdata.txt to determine how the superseded data were derived.
 FC1287
 FC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD536786(NAD 83)
 FC1287_MARKER: DB = BENCH MARK DISK
 FC1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1287_STAMPING: M 245 1961
 FC1287_MARK LOGO: CGS   
 FC1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1287+STABILITY: SURFACE MOTION
 FC1287
 FC1287  HISTORY     - Date     Condition        Report By
 FC1287  HISTORY     - 1961     MONUMENTED       CGS
 FC1287  HISTORY     - 1962     GOOD             NGS
 FC1287  HISTORY     - 1983     GOOD             NGS
 FC1287  HISTORY     - 1990     POOR             USPSQD
 FC1287  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 FC1287
 FC1287                          STATION DESCRIPTION
 FC1287
 FC1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1287'IN CHATTANOOGA.
 FC1287'TO REACH THE MARK FROM THE BRIDGE ON THE INTERSTATE HIGHWAY OVER
 FC1287'BROAD STREET GO NORTH ON BROAD STREET TO WEST MAIN STREET,
 FC1287'THENCE WEST ON WEST MAIN STREET TO THE MARK SET ON THE LEFT AT
 FC1287'THE JUNCTION OF WEST MAIN STREET AND CARTER STREET, 105 FEET
 FC1287'SOUTH OF MAIN STREET, 21 FEET EAST OF CARTER STREET, 10.7 FEET
 FC1287'WEST OF A LARGE BRICK BUILDING, 1.2 FEET SOUTH OF POWER LINE
 FC1287'POLE M5392, 1.7 FEET NORTH OF WITNESS POST.  A STANDARD DISK
 FC1287'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FC1287'IS ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD.
 FC1287
 FC1287                          STATION RECOVERY (1983)
 FC1287
 FC1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1287'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE INTERSTATE HIGHWAY TO
 FC1287'INTERSTATE HIGHWAY 24, ADD 45 FEET SOUTH OF A TELEPHONE POLE.
 FC1287
 FC1287                          STATION RECOVERY (1990)
 FC1287
 FC1287'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1287'MARK RECOVERED IN POOR CONDITION.
 FC1287
 FC1287                          STATION RECOVERY (1998)
 FC1287
 FC1287'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1423 ***********************************************************************
 FC1423  DESIGNATION -  M 246
 FC1423  PID         -  FC1423
 FC1423  STATE/COUNTY-  TN/GRUNDY
 FC1423  USGS QUAD   -  ALTO (1947)
 FC1423
 FC1423                         *CURRENT SURVEY CONTROL
 FC1423  ___________________________________________________________________
 FC1423* NAD 83(1986)-  35 18 29.     (N)    085 52 47.     (W)     SCALED    
 FC1423* NAVD 88     -       311.440  (meters)    1021.78   (feet)  ADJUSTED  
 FC1423  ___________________________________________________________________
 FC1423  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1423  DYNAMIC HT  -         311.138 (meters)    1020.79  (feet)  COMP
 FC1423  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FC1423
 FC1423  VERT ORDER  -  SECOND    CLASS 0
 FC1423
 FC1423.The horizontal coordinates were scaled from a topographic map and have
 FC1423.an estimated accuracy of +/- 6 seconds.
 FC1423
 FC1423.The orthometric height was determined by differential leveling
 FC1423.and adjusted by the National Geodetic Survey in June 1991..
 FC1423
 FC1423.The geoid height was determined by GEOID03.
 FC1423
 FC1423.The dynamic height is computed by dividing the NAVD 88
 FC1423.geopotential number by the normal gravity value computed on the
 FC1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1423.degrees latitude (g = 980.6199 gals.).
 FC1423
 FC1423.The modeled gravity was interpolated from observed gravity values.
 FC1423
 FC1423;                    North         East    Units  Estimated Accuracy
 FC1423;SPC TN       -   108,150.      610,940.      MT  (+/- 180 meters Scaled)
 FC1423
 FC1423                          SUPERSEDED SURVEY CONTROL
 FC1423
 FC1423  NGVD 29 (??/??/92)  311.429  (m)         1021.75   (f) ADJ UNCH    2 0
 FC1423
 FC1423.Superseded values are not recommended for survey control.
 FC1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1423.See file dsdata.txt to determine how the superseded data were derived.
 FC1423
 FC1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE018077(NAD 83)
 FC1423_MARKER: DB = BENCH MARK DISK
 FC1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1423_SP_SET: CULVERT
 FC1423_STAMPING: M 246 1962
 FC1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1423
 FC1423  HISTORY     - Date     Condition        Report By
 FC1423  HISTORY     - 1962     MONUMENTED       CGS
 FC1423
 FC1423                          STATION DESCRIPTION
 FC1423
 FC1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1423'AT PELHAM.
 FC1423'THE MARK IS SET IN PELHAM IN THE SOUTHEAST END OF A BOX CULVERT
 FC1423'NEAR THE PELHAM METHODIST CHURCH, 406 FEET SOUTHEAST OF THE
 FC1423'SOUTHEAST CORNER OF THE PELHAM METHODIST CHURCH, 19.5 FEET
 FC1423'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 41.  A STANDARD
 FC1423'BENCH MARK DISK DRILLED IN AN BOX CULVERT AND IS ABOUT 2 FEET
 FC1423'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1822 ***********************************************************************
 GA1822  DESIGNATION -  M 247
 GA1822  PID         -  GA1822
 GA1822  STATE/COUNTY-  TN/JEFFERSON
 GA1822  USGS QUAD   -  TALBOTT (1980)
 GA1822
 GA1822                         *CURRENT SURVEY CONTROL
 GA1822  ___________________________________________________________________
 GA1822* NAD 83(1986)-  36 07 57.     (N)    083 27 35.     (W)     SCALED    
 GA1822* NAVD 88     -       358.215  (meters)    1175.24   (feet)  ADJUSTED  
 GA1822  ___________________________________________________________________
 GA1822  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA1822  DYNAMIC HT  -         357.884 (meters)    1174.16  (feet)  COMP
 GA1822  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA1822
 GA1822  VERT ORDER  -  FIRST     CLASS I
 GA1822
 GA1822.The horizontal coordinates were scaled from a topographic map and have
 GA1822.an estimated accuracy of +/- 6 seconds.
 GA1822
 GA1822.The orthometric height was determined by differential leveling
 GA1822.and adjusted by the National Geodetic Survey in June 1991..
 GA1822
 GA1822.The geoid height was determined by GEOID03.
 GA1822
 GA1822.The dynamic height is computed by dividing the NAVD 88
 GA1822.geopotential number by the normal gravity value computed on the
 GA1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1822.degrees latitude (g = 980.6199 gals.).
 GA1822
 GA1822.The modeled gravity was interpolated from observed gravity values.
 GA1822
 GA1822;                    North         East    Units  Estimated Accuracy
 GA1822;SPC TN       -   202,580.      828,620.      MT  (+/- 180 meters Scaled)
 GA1822
 GA1822                          SUPERSEDED SURVEY CONTROL
 GA1822
 GA1822  NGVD 29 (??/??/92)  358.342  (m)         1175.66   (f) ADJ UNCH    1 1
 GA1822
 GA1822.Superseded values are not recommended for survey control.
 GA1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1822.See file dsdata.txt to determine how the superseded data were derived.
 GA1822
 GA1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA786014(NAD 83)
 GA1822_MARKER: DB = BENCH MARK DISK
 GA1822_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1822_STAMPING: M 247 1967
 GA1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1822
 GA1822  HISTORY     - Date     Condition        Report By
 GA1822  HISTORY     - 1967     MONUMENTED       CGS
 GA1822
 GA1822                          STATION DESCRIPTION
 GA1822
 GA1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1822'2 MI NE FROM JEFFERSON CITY.
 GA1822'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1822'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 0.8
 GA1822'MILE SOUTHWEST OF THE SOUTHWEST END OF THE HIGHWAY OVERPASS OVER
 GA1822'THE SOUTHERN RAILWAY, ABOUT 0.15 MILE NORTHEAST OF THE MALOY
 GA1822'DRIVE-IN MOVIE, SET ON THE TOP OF A ROCK WHICH IS 5 FEET LONG-2
 GA1822'FEET WIDE AND PROJECTS 1 FOOT, 55 FEET NORTHWEST OF THE CENTER
 GA1822'LINE OF THE WESTBOUND LANE OF THE HIGHWAY AND 3 FEET ABOVE THE
 GA1822'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2225 ***********************************************************************
 GA2225  DESIGNATION -  M 248
 GA2225  PID         -  GA2225
 GA2225  STATE/COUNTY-  TN/KNOX
 GA2225  USGS QUAD   -  JOHN SEVIER (1992)
 GA2225
 GA2225                         *CURRENT SURVEY CONTROL
 GA2225  ___________________________________________________________________
 GA2225* NAD 83(1986)-  36 03 25.     (N)    083 47 30.     (W)     SCALED    
 GA2225* NAVD 88     -       287.463  (meters)     943.12   (feet)  ADJUSTED  
 GA2225  ___________________________________________________________________
 GA2225  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2225  DYNAMIC HT  -         287.201 (meters)     942.26  (feet)  COMP
 GA2225  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GA2225
 GA2225  VERT ORDER  -  FIRST     CLASS I
 GA2225
 GA2225.The horizontal coordinates were scaled from a topographic map and have
 GA2225.an estimated accuracy of +/- 6 seconds.
 GA2225
 GA2225.The orthometric height was determined by differential leveling
 GA2225.and adjusted by the National Geodetic Survey in June 1991..
 GA2225
 GA2225.The geoid height was determined by GEOID03.
 GA2225
 GA2225.The dynamic height is computed by dividing the NAVD 88
 GA2225.geopotential number by the normal gravity value computed on the
 GA2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2225.degrees latitude (g = 980.6199 gals.).
 GA2225
 GA2225.The modeled gravity was interpolated from observed gravity values.
 GA2225
 GA2225;                    North         East    Units  Estimated Accuracy
 GA2225;SPC TN       -   193,480.      798,940.      MT  (+/- 180 meters Scaled)
 GA2225
 GA2225                          SUPERSEDED SURVEY CONTROL
 GA2225
 GA2225  NGVD 29 (??/??/92)  287.595  (m)          943.55   (f) ADJ UNCH    1 1
 GA2225
 GA2225.Superseded values are not recommended for survey control.
 GA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2225.See file dsdata.txt to determine how the superseded data were derived.
 GA2225
 GA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV485938(NAD 83)
 GA2225_MARKER: DB = BENCH MARK DISK
 GA2225_SETTING: 66 = SET IN ROCK OUTCROP
 GA2225_SP_SET: ROCK OUTCROP
 GA2225_STAMPING: M 248 1967
 GA2225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2225+STABILITY: POSITION/ELEVATION WELL
 GA2225
 GA2225  HISTORY     - Date     Condition        Report By
 GA2225  HISTORY     - 1967     MONUMENTED       CGS
 GA2225
 GA2225                          STATION DESCRIPTION
 GA2225
 GA2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2225'3.4 MI SW FROM MASCOT.
 GA2225'ABOUT 2.35 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2225'CHURCH AT MASCOT, THENCE 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GA2225'11W, ABOUT 65 YARDS NORTHEAST OF THE EAST CORNER OF A 40-FOOT
 GA2225'CONCRETE CULVERT OVER STRONG CREEK, NEAR THE JUNCTION OF A GRAVELED
 GA2225'ROAD LEADING EAST, SET ON THE TOP OF AN OUTCROPPING ROCK WHICH IS
 GA2225'15 FEET LONG, 6 FEET HIGH AND AT THE SOUTHWEST END OF A 10 FOOT
 GA2225'HIGH CUT, 59 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 GA2225'ROAD, 30 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GA2225'2 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 6 FEET
 GA2225'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0510 ***********************************************************************
 GB0510  DESIGNATION -  M 249
 GB0510  PID         -  GB0510
 GB0510  STATE/COUNTY-  TN/ANDERSON
 GB0510  USGS QUAD   -  WINDROCK (1975)
 GB0510
 GB0510                         *CURRENT SURVEY CONTROL
 GB0510  ___________________________________________________________________
 GB0510* NAD 83(1986)-  36 02 56.     (N)    084 18 01.     (W)     SCALED    
 GB0510* NAVD 88     -       256.569  (meters)     841.76   (feet)  ADJUSTED  
 GB0510  ___________________________________________________________________
 GB0510  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB0510  DYNAMIC HT  -         256.336 (meters)     841.00  (feet)  COMP
 GB0510  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GB0510
 GB0510  VERT ORDER  -  FIRST     CLASS I
 GB0510
 GB0510.The horizontal coordinates were scaled from a topographic map and have
 GB0510.an estimated accuracy of +/- 6 seconds.
 GB0510
 GB0510.The orthometric height was determined by differential leveling
 GB0510.and adjusted by the National Geodetic Survey in June 1991..
 GB0510
 GB0510.The geoid height was determined by GEOID03.
 GB0510
 GB0510.The dynamic height is computed by dividing the NAVD 88
 GB0510.geopotential number by the normal gravity value computed on the
 GB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0510.degrees latitude (g = 980.6199 gals.).
 GB0510
 GB0510.The modeled gravity was interpolated from observed gravity values.
 GB0510
 GB0510;                    North         East    Units  Estimated Accuracy
 GB0510;SPC TN       -   191,670.      753,140.      MT  (+/- 180 meters Scaled)
 GB0510
 GB0510                          SUPERSEDED SURVEY CONTROL
 GB0510
 GB0510  NGVD 29 (??/??/92)  256.702  (m)          842.20   (f) ADJ UNCH    1 1
 GB0510
 GB0510.Superseded values are not recommended for survey control.
 GB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0510.See file dsdata.txt to determine how the superseded data were derived.
 GB0510
 GB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE431927(NAD 83)
 GB0510_MARKER: DB = BENCH MARK DISK
 GB0510_SETTING: 66 = SET IN ROCK OUTCROP
 GB0510_SP_SET: ROCK LEDGE
 GB0510_STAMPING: M 249 1967
 GB0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0510+STABILITY: POSITION/ELEVATION WELL
 GB0510
 GB0510  HISTORY     - Date     Condition        Report By
 GB0510  HISTORY     - 1967     MONUMENTED       CGS
 GB0510
 GB0510                          STATION DESCRIPTION
 GB0510
 GB0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0510'2.6 MI E FROM OLIVER SPRINGS.
 GB0510'ABOUT 2.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0510'STATION AT OLIVER SPRINGS, AT THE INSIDE AND NEAR THE WEST
 GB0510'END OF A CURVE, SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT
 GB0510'4 FEET LONG AND ABOUT 2 FEET HIGH WHICH IS AT THE BASE OF A
 GB0510'ROCK THAT IS ABOUT 20 FEET LONG AND 10 FEET HIGH, 14 FEET
 GB0510'SOUTHWEST OF MILEPOST 33, 9 FEET NORTHWEST OF THE NORTHWEST
 GB0510'RAIL, 1 1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK
 GB0510'AND ABOUT 1 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1248 ***********************************************************************
 GC1248  DESIGNATION -  M 25
 GC1248  PID         -  GC1248
 GC1248  STATE/COUNTY-  TN/MONTGOMERY
 GC1248  USGS QUAD   -  CLARKSVILLE (1984)
 GC1248
 GC1248                         *CURRENT SURVEY CONTROL
 GC1248  ___________________________________________________________________
 GC1248* NAD 83(1986)-  36 31 26.     (N)    087 21 14.     (W)     SCALED    
 GC1248* NAVD 88     -       135.498  (meters)     444.55   (feet)  ADJUSTED  
 GC1248  ___________________________________________________________________
 GC1248  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1248  DYNAMIC HT  -         135.385 (meters)     444.18  (feet)  COMP
 GC1248  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GC1248
 GC1248  VERT ORDER  -  FIRST     CLASS II
 GC1248
 GC1248.The horizontal coordinates were scaled from a topographic map and have
 GC1248.an estimated accuracy of +/- 6 seconds.
 GC1248
 GC1248.The orthometric height was determined by differential leveling
 GC1248.and adjusted by the National Geodetic Survey in June 1991..
 GC1248
 GC1248.The geoid height was determined by GEOID03.
 GC1248
 GC1248.The dynamic height is computed by dividing the NAVD 88
 GC1248.geopotential number by the normal gravity value computed on the
 GC1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1248.degrees latitude (g = 980.6199 gals.).
 GC1248
 GC1248.The modeled gravity was interpolated from observed gravity values.
 GC1248
 GC1248;                    North         East    Units  Estimated Accuracy
 GC1248;SPC TN       -   243,890.      478,740.      MT  (+/- 180 meters Scaled)
 GC1248
 GC1248                          SUPERSEDED SURVEY CONTROL
 GC1248
 GC1248  NGVD 29 (??/??/92)  135.572  (m)          444.79   (f) ADJ UNCH    1 2
 GC1248
 GC1248.Superseded values are not recommended for survey control.
 GC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1248.See file dsdata.txt to determine how the superseded data were derived.
 GC1248
 GC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF683421(NAD 83)
 GC1248_MARKER: DB = BENCH MARK DISK
 GC1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1248_STAMPING: M 25 1934
 GC1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1248+STABILITY: SURFACE MOTION
 GC1248
 GC1248  HISTORY     - Date     Condition        Report By
 GC1248  HISTORY     - 1934     MONUMENTED       CGS
 GC1248  HISTORY     - 1949     GOOD             NGS
 GC1248  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1248
 GC1248                          STATION DESCRIPTION
 GC1248
 GC1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1248'AT CLARKSVILLE.
 GC1248'AT CLARKSVILLE, ABOUT 0.5 MILE SOUTHWEST ALONG THE LOUISVILLE
 GC1248'AND NASHVILLE RAILROAD FROM THE STATION, ABOUT 115 YARDS SOUTHWEST
 GC1248'OF THE SOUTHWEST EDGE OF STATE HIGHWAY 13 OVERPASS OVER THE
 GC1248'TRACKS, 26 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 GC1248'TRACK, 13 1/2 FEET NORTHEAST OF A WHISTLE POST, 25.5 FEET WEST
 GC1248'OF THE PROLONGED CENTER LINE OF A NARROW STREET LEADING NORTH,
 GC1248'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 GC1248'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GC1248
 GC1248                          STATION RECOVERY (1957)
 GC1248
 GC1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1034 ***********************************************************************
 FF1034  DESIGNATION -  M 251
 FF1034  PID         -  FF1034
 FF1034  STATE/COUNTY-  TN/SHELBY
 FF1034  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1034
 FF1034                         *CURRENT SURVEY CONTROL
 FF1034  ___________________________________________________________________
 FF1034* NAD 83(1986)-  35 03 59.     (N)    090 04 12.     (W)     SCALED    
 FF1034* NAVD 88     -        72.741  (meters)     238.65   (feet)  ADJUSTED  
 FF1034  ___________________________________________________________________
 FF1034  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1034  DYNAMIC HT  -          72.674 (meters)     238.43  (feet)  COMP
 FF1034  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FF1034
 FF1034  VERT ORDER  -  FIRST     CLASS I
 FF1034
 FF1034.The horizontal coordinates were scaled from a topographic map and have
 FF1034.an estimated accuracy of +/- 6 seconds.
 FF1034
 FF1034.The orthometric height was determined by differential leveling
 FF1034.and adjusted by the National Geodetic Survey in June 1991..
 FF1034
 FF1034.The geoid height was determined by GEOID03.
 FF1034
 FF1034.The dynamic height is computed by dividing the NAVD 88
 FF1034.geopotential number by the normal gravity value computed on the
 FF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1034.degrees latitude (g = 980.6199 gals.).
 FF1034
 FF1034.The modeled gravity was interpolated from observed gravity values.
 FF1034
 FF1034;                    North         East    Units  Estimated Accuracy
 FF1034;SPC TN       -    89,050.      228,850.      MT  (+/- 180 meters Scaled)
 FF1034
 FF1034                          SUPERSEDED SURVEY CONTROL
 FF1034
 FF1034  NGVD 29 (??/??/??)   72.716  (m)          238.57   (f) ADJUSTED    1 1
 FF1034
 FF1034.Superseded values are not recommended for survey control.
 FF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1034.See file dsdata.txt to determine how the superseded data were derived.
 FF1034
 FF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU671843(NAD 83)
 FF1034_MARKER: DB = BENCH MARK DISK
 FF1034_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1034+WITH SETTING: INTO GROUND
 FF1034_SP_SET: METAL ROD WITH BASE PLATE
 FF1034_STAMPING: M 251 1976
 FF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1034+STABILITY: SURFACE MOTION
 FF1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1034+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF1034
 FF1034  HISTORY     - Date     Condition        Report By
 FF1034  HISTORY     - 1976     MONUMENTED       NGS
 FF1034  HISTORY     - 19950316 GOOD             TN1620
 FF1034  HISTORY     - 20021024 GOOD             USACE
 FF1034
 FF1034                          STATION DESCRIPTION
 FF1034
 FF1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1034'IN MEMPHIS.
 FF1034'0.95 MILES SOUTH ALONG US HIGHWAY 61 (SOUTH THIRD STREET) FROM
 FF1034'THE INTERSTATE 55 UNDERPASS AT MEMPHIS, THENCE 0.6 MILE WEST ON
 FF1034'PEEBLES ROAD, 235 FEET EAST OF HORN LAKE ROAD, 34 FEET SOUTH OF
 FF1034'THE CENTER OF PEEBLES ROAD, 47 FEET WEST OF THE CENTER OF A
 FF1034'DRIVEWAY LEADING TO THE TERMINAL FREIGHT COMPANY, 10 FEET SOUTH
 FF1034'OF A POWER POLE, AND 3 FEET NORTH OF A METAL FENCE WITH BARBED
 FF1034'WIRE.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH
 FF1034'OF 4 FEET.  ABOUT LEVEL WITH THE GROUND.
 FF1034
 FF1034                          STATION RECOVERY (1995)
 FF1034
 FF1034'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF1034'RECOVERED IN GOOD CONDITION.
 FF1034
 FF1034                          STATION RECOVERY (2002)
 FF1034
 FF1034'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0382 ***********************************************************************
 FC0382  DESIGNATION -  M 256
 FC0382  PID         -  FC0382
 FC0382  STATE/COUNTY-  TN/BRADLEY
 FC0382  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0382
 FC0382                         *CURRENT SURVEY CONTROL
 FC0382  ___________________________________________________________________
 FC0382* NAD 83(1986)-  35 09 58.     (N)    084 50 51.     (W)     SCALED    
 FC0382* NAVD 88     -       282.498  (meters)     926.83   (feet)  ADJUSTED  
 FC0382  ___________________________________________________________________
 FC0382  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0382  DYNAMIC HT  -         282.219 (meters)     925.91  (feet)  COMP
 FC0382  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 FC0382
 FC0382  VERT ORDER  -  FIRST     CLASS I
 FC0382
 FC0382.The horizontal coordinates were scaled from a topographic map and have
 FC0382.an estimated accuracy of +/- 6 seconds.
 FC0382
 FC0382.The orthometric height was determined by differential leveling
 FC0382.and adjusted by the National Geodetic Survey in June 1991..
 FC0382
 FC0382.The geoid height was determined by GEOID03.
 FC0382
 FC0382.The dynamic height is computed by dividing the NAVD 88
 FC0382.geopotential number by the normal gravity value computed on the
 FC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0382.degrees latitude (g = 980.6199 gals.).
 FC0382
 FC0382.The modeled gravity was interpolated from observed gravity values.
 FC0382
 FC0382;                    North         East    Units  Estimated Accuracy
 FC0382;SPC TN       -    93,020.      705,000.      MT  (+/- 180 meters Scaled)
 FC0382
 FC0382                          SUPERSEDED SURVEY CONTROL
 FC0382
 FC0382  NGVD 29 (??/??/92)  282.514  (m)          926.88   (f) ADJ UNCH    1 1
 FC0382
 FC0382.Superseded values are not recommended for survey control.
 FC0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0382.See file dsdata.txt to determine how the superseded data were derived.
 FC0382
 FC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD960935(NAD 83)
 FC0382_MARKER: DB = BENCH MARK DISK
 FC0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0382_SP_SET: BRIDGE
 FC0382_STAMPING: M 256 1968
 FC0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0382
 FC0382  HISTORY     - Date     Condition        Report By
 FC0382  HISTORY     - 1968     MONUMENTED       CGS
 FC0382  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0382
 FC0382                          STATION DESCRIPTION
 FC0382
 FC0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0382'1.8 MI NE FROM CLEVELAND.
 FC0382'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0382'AT CLEVELAND, ABOUT 30 YARDS SOUTHWEST OF AND ACROSS THE TRACK
 FC0382'FROM MILEPOST 211, SET IN THE TOP OF THE WEST END OF THE CONCRETE
 FC0382'BASE OF THE SOUTH PIER UNDER THE OVERHEAD BRIDGE ROAD OVERPASS
 FC0382'OVER THE TRACK, 7 FEET SOUTH OF THE SOUTH RAIL, 3 1/2 FEET EAST
 FC0382'OF THE WEST END OF THE PIER AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FC0382'TRACK.
 FC0382
 FC0382                          STATION RECOVERY (1983)
 FC0382
 FC0382'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0426 ***********************************************************************
 FC0426  DESIGNATION -  M 257
 FC0426  PID         -  FC0426
 FC0426  STATE/COUNTY-  TN/MCMINN
 FC0426  USGS QUAD   -  RICEVILLE (1990)
 FC0426
 FC0426                         *CURRENT SURVEY CONTROL
 FC0426  ___________________________________________________________________
 FC0426* NAD 83(1986)-  35 23 42.     (N)    084 40 59.     (W)     SCALED    
 FC0426* NAVD 88     -       254.383  (meters)     834.59   (feet)  ADJUSTED  
 FC0426  ___________________________________________________________________
 FC0426  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0426  DYNAMIC HT  -         254.134 (meters)     833.77  (feet)  COMP
 FC0426  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0426
 FC0426  VERT ORDER  -  FIRST     CLASS I
 FC0426
 FC0426.The horizontal coordinates were scaled from a topographic map and have
 FC0426.an estimated accuracy of +/- 6 seconds.
 FC0426
 FC0426.The orthometric height was determined by differential leveling
 FC0426.and adjusted by the National Geodetic Survey in June 1991..
 FC0426
 FC0426.The geoid height was determined by GEOID03.
 FC0426
 FC0426.The dynamic height is computed by dividing the NAVD 88
 FC0426.geopotential number by the normal gravity value computed on the
 FC0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0426.degrees latitude (g = 980.6199 gals.).
 FC0426
 FC0426.The modeled gravity was interpolated from observed gravity values.
 FC0426
 FC0426;                    North         East    Units  Estimated Accuracy
 FC0426;SPC TN       -   118,600.      719,640.      MT  (+/- 180 meters Scaled)
 FC0426
 FC0426                          SUPERSEDED SURVEY CONTROL
 FC0426
 FC0426  NGVD 29 (??/??/92)  254.427  (m)          834.73   (f) ADJ UNCH    1 1
 FC0426
 FC0426.Superseded values are not recommended for survey control.
 FC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0426.See file dsdata.txt to determine how the superseded data were derived.
 FC0426
 FC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE104193(NAD 83)
 FC0426_MARKER: DB = BENCH MARK DISK
 FC0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0426_SP_SET: CULVERT
 FC0426_STAMPING: M 257 1968
 FC0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0426
 FC0426  HISTORY     - Date     Condition        Report By
 FC0426  HISTORY     - 1968     MONUMENTED       CGS
 FC0426
 FC0426                          STATION DESCRIPTION
 FC0426
 FC0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0426'1.2 MI NE FROM RICEVILLE.
 FC0426'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0426'OFFICE AT RICEVILLE, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 FC0426'OF A DRIVE LEADING NORTHWEST TO THE RICEVILLE ELEMENTRY SCHOOL,
 FC0426'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL
 FC0426'OF A 6-FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY,
 FC0426'37 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND LANES
 FC0426'OF THE HIGHWAY AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0869 ***********************************************************************
 FC0869  DESIGNATION -  M 258
 FC0869  PID         -  FC0869
 FC0869  STATE/COUNTY-  TN/MCMINN
 FC0869  USGS QUAD   -  NIOTA (1990)
 FC0869
 FC0869                         *CURRENT SURVEY CONTROL
 FC0869  ___________________________________________________________________
 FC0869* NAD 83(1986)-  35 32 24.     (N)    084 31 18.     (W)     SCALED    
 FC0869* NAVD 88     -       299.972  (meters)     984.16   (feet)  ADJUSTED  
 FC0869  ___________________________________________________________________
 FC0869  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0869  DYNAMIC HT  -         299.679 (meters)     983.20  (feet)  COMP
 FC0869  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FC0869
 FC0869  VERT ORDER  -  FIRST     CLASS I
 FC0869
 FC0869.The horizontal coordinates were scaled from a topographic map and have
 FC0869.an estimated accuracy of +/- 6 seconds.
 FC0869
 FC0869.The orthometric height was determined by differential leveling
 FC0869.and adjusted by the National Geodetic Survey in June 1991..
 FC0869
 FC0869.The geoid height was determined by GEOID03.
 FC0869
 FC0869.The dynamic height is computed by dividing the NAVD 88
 FC0869.geopotential number by the normal gravity value computed on the
 FC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0869.degrees latitude (g = 980.6199 gals.).
 FC0869
 FC0869.The modeled gravity was interpolated from observed gravity values.
 FC0869
 FC0869;                    North         East    Units  Estimated Accuracy
 FC0869;SPC TN       -   134,890.      734,050.      MT  (+/- 180 meters Scaled)
 FC0869
 FC0869                          SUPERSEDED SURVEY CONTROL
 FC0869
 FC0869  NGVD 29 (??/??/92)  300.035  (m)          984.36   (f) ADJ UNCH    1 1
 FC0869
 FC0869.Superseded values are not recommended for survey control.
 FC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0869.See file dsdata.txt to determine how the superseded data were derived.
 FC0869
 FC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE246357(NAD 83)
 FC0869_MARKER: DB = BENCH MARK DISK
 FC0869_SETTING: 66 = SET IN ROCK OUTCROP
 FC0869_SP_SET: ROCK OUTCROP
 FC0869_STAMPING: M 258 1968
 FC0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0869+STABILITY: POSITION/ELEVATION WELL
 FC0869
 FC0869  HISTORY     - Date     Condition        Report By
 FC0869  HISTORY     - 1968     MONUMENTED       CGS
 FC0869
 FC0869                          STATION DESCRIPTION
 FC0869
 FC0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0869'2.5 MI NE FROM NIOTA.
 FC0869'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0869'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 0.45 MILE NORTHEAST
 FC0869'OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, ABOUT 125 YARDS
 FC0869'SOUTHWEST OF A DRIVE LEADING SOUTHEAST TO A SMALL CONCRETE BLOCK
 FC0869'HOUSE AND AN OLD RED BARN, SET IN THE TOP AND NEAR THE WEST
 FC0869'CORNER OF A ROCK OUTCROP THAT IS ABOUT 25 FEET LONG BY 10 FEET
 FC0869'WIDE AND 2 FEET HIGH AT THE HIGHEST POINT, 29 FEET SOUTHEAST OF
 FC0869'THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTHWEST OF THE
 FC0869'SOUTHWEST END OF THE ROCK THAT IS ABOUT 3 FEET LONG BY 1 1/2 FEET
 FC0869'WIDE ON TOP OF THE OUTCROP, 1/2 FOOT NORTHWEST OF A RIGHT-OF-WAY
 FC0869'FENCE, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0049 ***********************************************************************
 FC0049  DESIGNATION -  M 259
 FC0049  PID         -  FC0049
 FC0049  STATE/COUNTY-  TN/LOUDON
 FC0049  USGS QUAD   -  LOUDON (1984)
 FC0049
 FC0049                         *CURRENT SURVEY CONTROL
 FC0049  ___________________________________________________________________
 FC0049* NAD 83(1986)-  35 44 31.     (N)    084 20 05.     (W)     SCALED    
 FC0049* NAVD 88     -       237.642  (meters)     779.66   (feet)  ADJUSTED  
 FC0049  ___________________________________________________________________
 FC0049  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0049  DYNAMIC HT  -         237.415 (meters)     778.92  (feet)  COMP
 FC0049  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FC0049
 FC0049  VERT ORDER  -  FIRST     CLASS I
 FC0049
 FC0049.The horizontal coordinates were scaled from a topographic map and have
 FC0049.an estimated accuracy of +/- 6 seconds.
 FC0049
 FC0049.The orthometric height was determined by differential leveling
 FC0049.and adjusted by the National Geodetic Survey in June 1991..
 FC0049
 FC0049.The geoid height was determined by GEOID03.
 FC0049
 FC0049.The dynamic height is computed by dividing the NAVD 88
 FC0049.geopotential number by the normal gravity value computed on the
 FC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0049.degrees latitude (g = 980.6199 gals.).
 FC0049
 FC0049.The modeled gravity was interpolated from observed gravity values.
 FC0049
 FC0049;                    North         East    Units  Estimated Accuracy
 FC0049;SPC TN       -   157,570.      750,620.      MT  (+/- 180 meters Scaled)
 FC0049
 FC0049                          SUPERSEDED SURVEY CONTROL
 FC0049
 FC0049  NGVD 29 (??/??/92)  237.749  (m)          780.01   (f) ADJ UNCH    1 1
 FC0049
 FC0049.Superseded values are not recommended for survey control.
 FC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0049.See file dsdata.txt to determine how the superseded data were derived.
 FC0049
 FC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE410586(NAD 83)
 FC0049_MARKER: DB = BENCH MARK DISK
 FC0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0049_SP_SET: PIER
 FC0049_STAMPING: M 259 1968
 FC0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0049
 FC0049  HISTORY     - Date     Condition        Report By
 FC0049  HISTORY     - 1968     MONUMENTED       CGS
 FC0049
 FC0049                          STATION DESCRIPTION
 FC0049
 FC0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0049'AT LOUDON.
 FC0049'AT LOUDON, ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM
 FC0049'THE COURTHOUSE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 FC0049'FIRST PIER SOUTHWEST OF HACKBERRY STREET, UNDER THE U.S. HIGHWAY
 FC0049'11 BRIDGE AND OVER THE TENNESSEE RIVER AND THE STREET, 15 FEET
 FC0049'SOUTHWEST OF THE CENTER LINE OF THE STREET, 2 1/2 FEET ABOVE
 FC0049'THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0049'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1568 ***********************************************************************
 GC1568  DESIGNATION -  M 26
 GC1568  PID         -  GC1568
 GC1568  STATE/COUNTY-  TN/HUMPHREYS
 GC1568  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1568
 GC1568                         *CURRENT SURVEY CONTROL
 GC1568  ___________________________________________________________________
 GC1568* NAD 83(1986)-  36 04 15.     (N)    087 52 50.     (W)     SCALED    
 GC1568* NAVD 88     -       130.762  (meters)     429.01   (feet)  ADJUSTED  
 GC1568  ___________________________________________________________________
 GC1568  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1568  DYNAMIC HT  -         130.651 (meters)     428.64  (feet)  COMP
 GC1568  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GC1568
 GC1568  VERT ORDER  -  FIRST     CLASS II
 GC1568
 GC1568.The horizontal coordinates were scaled from a topographic map and have
 GC1568.an estimated accuracy of +/- 6 seconds.
 GC1568
 GC1568.The orthometric height was determined by differential leveling
 GC1568.and adjusted by the National Geodetic Survey in June 1991..
 GC1568
 GC1568.The geoid height was determined by GEOID03.
 GC1568
 GC1568.The dynamic height is computed by dividing the NAVD 88
 GC1568.geopotential number by the normal gravity value computed on the
 GC1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1568.degrees latitude (g = 980.6199 gals.).
 GC1568
 GC1568.The modeled gravity was interpolated from observed gravity values.
 GC1568
 GC1568;                    North         East    Units  Estimated Accuracy
 GC1568;SPC TN       -   194,400.      430,610.      MT  (+/- 180 meters Scaled)
 GC1568
 GC1568                          SUPERSEDED SURVEY CONTROL
 GC1568
 GC1568  NGVD 29 (??/??/92)  130.795  (m)          429.12   (f) ADJ UNCH    1 2
 GC1568
 GC1568.Superseded values are not recommended for survey control.
 GC1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1568.See file dsdata.txt to determine how the superseded data were derived.
 GC1568
 GC1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE207921(NAD 83)
 GC1568_MARKER: DB = BENCH MARK DISK
 GC1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1568_STAMPING: 429.231 M 26 1934
 GC1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1568+STABILITY: SURFACE MOTION
 GC1568
 GC1568  HISTORY     - Date     Condition        Report By
 GC1568  HISTORY     - 1934     MONUMENTED       CGS
 GC1568  HISTORY     - 1947     GOOD             NGS
 GC1568  HISTORY     - 1972     GOOD             TVA
 GC1568  HISTORY     - 1988     GOOD             USPSQD
 GC1568
 GC1568                          STATION DESCRIPTION
 GC1568
 GC1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1568'5.3 MI W FROM WAVERLY.
 GC1568'5.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1568'RAILWAY FROM THE STATION AT WAVERLY, 24 FEET NORTHEAST OF THE
 GC1568'FIRST POLE EAST OF POLE 71/35, AT A PRIVATE-ROAD CROSSING,
 GC1568'38 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 7
 GC1568'FEET NORTHEAST OF THE CENTER LINE OF THE CROSS ROAD, LEVEL WITH
 GC1568'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GC1568'3 INCHES.  NOTE-- STEEL POST AND SURVEY MARKER SIGN SET AT
 GC1568'MONUMENT.
 GC1568
 GC1568                          STATION RECOVERY (1972)
 GC1568
 GC1568'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1568'RECOVERED IN GOOD CONDITION.
 GC1568
 GC1568                          STATION RECOVERY (1988)
 GC1568
 GC1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPB)
 GC1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1904 ***********************************************************************
 FB1904  DESIGNATION -  M 260
 FB1904  PID         -  FB1904
 FB1904  STATE/COUNTY-  TN/KNOX
 FB1904  USGS QUAD   -  KNOXVILLE (1978)
 FB1904
 FB1904                         *CURRENT SURVEY CONTROL
 FB1904  ___________________________________________________________________
 FB1904* NAD 83(1986)-  35 56 28.     (N)    083 58 56.     (W)     SCALED    
 FB1904* NAVD 88     -       275.630  (meters)     904.30   (feet)  ADJUSTED  
 FB1904  ___________________________________________________________________
 FB1904  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1904  DYNAMIC HT  -         275.373 (meters)     903.45  (feet)  COMP
 FB1904  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FB1904
 FB1904  VERT ORDER  -  FIRST     CLASS I
 FB1904
 FB1904.The horizontal coordinates were scaled from a topographic map and have
 FB1904.an estimated accuracy of +/- 6 seconds.
 FB1904
 FB1904.The orthometric height was determined by differential leveling
 FB1904.and adjusted by the National Geodetic Survey in June 1991..
 FB1904
 FB1904.The geoid height was determined by GEOID03.
 FB1904
 FB1904.The dynamic height is computed by dividing the NAVD 88
 FB1904.geopotential number by the normal gravity value computed on the
 FB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1904.degrees latitude (g = 980.6199 gals.).
 FB1904
 FB1904.The modeled gravity was interpolated from observed gravity values.
 FB1904
 FB1904;                    North         East    Units  Estimated Accuracy
 FB1904;SPC TN       -   180,260.      782,040.      MT  (+/- 180 meters Scaled)
 FB1904
 FB1904                          SUPERSEDED SURVEY CONTROL
 FB1904
 FB1904  NGVD 29 (??/??/92)  275.765  (m)          904.74   (f) ADJ UNCH    1 1
 FB1904
 FB1904.Superseded values are not recommended for survey control.
 FB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1904.See file dsdata.txt to determine how the superseded data were derived.
 FB1904
 FB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV309815(NAD 83)
 FB1904_MARKER: DB = BENCH MARK DISK
 FB1904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1904_SP_SET: PIER
 FB1904_STAMPING: M 260 1968
 FB1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1904
 FB1904  HISTORY     - Date     Condition        Report By
 FB1904  HISTORY     - 1968     MONUMENTED       CGS
 FB1904
 FB1904                          STATION DESCRIPTION
 FB1904
 FB1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1904'AT BEARDEN.
 FB1904'AT BEARDEN, ABOUT 1.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1904'RAILWAY FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT
 FB1904'0.35 MILE NORTHEAST OF MILEPOST 135, SET VERTICALLY IN THE
 FB1904'SOUTHEAST FACE OF THE NORTHWEST PIER UNDER U.S. HIGHWAY 11 OVERPASS
 FB1904'OVER THE TRACK, 9.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 6.2
 FB1904'FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER, 2 1/2 FEET ABOVE
 FB1904'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0319 ***********************************************************************
 FF0319  DESIGNATION -  M 261
 FF0319  PID         -  FF0319
 FF0319  STATE/COUNTY-  TN/SHELBY
 FF0319  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0319
 FF0319                         *CURRENT SURVEY CONTROL
 FF0319  ___________________________________________________________________
 FF0319* NAD 83(1986)-  35 14 47.     (N)    090 00 20.     (W)     SCALED    
 FF0319* NAVD 88     -        70.159  (meters)     230.18   (feet)  ADJUSTED  
 FF0319  ___________________________________________________________________
 FF0319  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0319  DYNAMIC HT  -          70.097 (meters)     229.98  (feet)  COMP
 FF0319  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FF0319
 FF0319  VERT ORDER  -  FIRST     CLASS I
 FF0319
 FF0319.The horizontal coordinates were scaled from a topographic map and have
 FF0319.an estimated accuracy of +/- 6 seconds.
 FF0319
 FF0319.The orthometric height was determined by differential leveling
 FF0319.and adjusted by the National Geodetic Survey in June 1991..
 FF0319
 FF0319.The geoid height was determined by GEOID03.
 FF0319
 FF0319.The dynamic height is computed by dividing the NAVD 88
 FF0319.geopotential number by the normal gravity value computed on the
 FF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0319.degrees latitude (g = 980.6199 gals.).
 FF0319
 FF0319.The modeled gravity was interpolated from observed gravity values.
 FF0319
 FF0319;                    North         East    Units  Estimated Accuracy
 FF0319;SPC TN       -   108,760.      235,540.      MT  (+/- 180 meters Scaled)
 FF0319
 FF0319                          SUPERSEDED SURVEY CONTROL
 FF0319
 FF0319  NGVD 29 (??/??/??)   70.114  (m)          230.03   (f) ADJUSTED    1 1
 FF0319
 FF0319.Superseded values are not recommended for survey control.
 FF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0319.See file dsdata.txt to determine how the superseded data were derived.
 FF0319
 FF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV724044(NAD 83)
 FF0319_MARKER: DB = BENCH MARK DISK
 FF0319_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0319+WITH SETTING: INTO GROUND
 FF0319_STAMPING: M 261 1974
 FF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0319+STABILITY: SURFACE MOTION
 FF0319
 FF0319  HISTORY     - Date     Condition        Report By
 FF0319  HISTORY     - 1974     MONUMENTED       NGS
 FF0319  HISTORY     - 19980502 MARK NOT FOUND   TN1620
 FF0319
 FF0319                          STATION DESCRIPTION
 FF0319
 FF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0319'1.7 MI NE FROM FRAYSER.
 FF0319'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY OF
 FF0319'SORROWS CHURCH AND SCHOOL AT FRAYSER, 0.5 MILE SOUTHWEST OF THE
 FF0319'MOST SOUTHWESTERLY ONE OF TWO CONCRETE HIGHWAY BRIDGES, 87
 FF0319'FEET NORTHWEST OF THE CENTER LINE OF THE MOST NORTHWESTERLY LANE
 FF0319'OF U.S. HIGHWAY 51, 59 FEET SOUTH OF THE CENTER LINE OF A
 FF0319'PRIVATE GRAVEL ROAD LEADING WEST WITH A ROW OF TREES ON SOUTH
 FF0319'SIDE OF ROAD, 42.8 FEET SOUTHWEST OF TELEPHONE POLE 113
 FF0319'SUPPORTING CABLE LINES, 15 FEET SOUTHWEST OF A FENCE CORNER POST,
 FF0319'1.2 FEET SOUTHEAST OF A FENCE, 0.5 FOOT NORTHWEST OF A METAL
 FF0319'WITNESS POST, 5 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP
 FF0319'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FF0319'BASE PLATE.  THE DISK IS 2-INCHES BELOW GROUND AND PROTECTED BY A
 FF0319'4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FF0319
 FF0319                          STATION RECOVERY (1998)
 FF0319
 FF0319'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (SB)
 FF0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1344 ***********************************************************************
 FE1344  DESIGNATION -  M 262
 FE1344  PID         -  FE1344
 FE1344  STATE/COUNTY-  TN/TIPTON
 FE1344  USGS QUAD   -  BRIGHTON (1981)
 FE1344
 FE1344                         *CURRENT SURVEY CONTROL
 FE1344  ___________________________________________________________________
 FE1344* NAD 83(1986)-  35 28 30.     (N)    089 44 40.     (W)     SCALED    
 FE1344* NAVD 88     -       106.267  (meters)     348.64   (feet)  ADJUSTED  
 FE1344  ___________________________________________________________________
 FE1344  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1344  DYNAMIC HT  -         106.175 (meters)     348.34  (feet)  COMP
 FE1344  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 FE1344
 FE1344  VERT ORDER  -  FIRST     CLASS I
 FE1344
 FE1344.The horizontal coordinates were scaled from a topographic map and have
 FE1344.an estimated accuracy of +/- 6 seconds.
 FE1344
 FE1344.The orthometric height was determined by differential leveling
 FE1344.and adjusted by the National Geodetic Survey in June 1991..
 FE1344
 FE1344.The geoid height was determined by GEOID03.
 FE1344
 FE1344.The dynamic height is computed by dividing the NAVD 88
 FE1344.geopotential number by the normal gravity value computed on the
 FE1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1344.degrees latitude (g = 980.6199 gals.).
 FE1344
 FE1344.The modeled gravity was interpolated from observed gravity values.
 FE1344
 FE1344;                    North         East    Units  Estimated Accuracy
 FE1344;SPC TN       -   133,170.      260,260.      MT  (+/- 180 meters Scaled)
 FE1344
 FE1344                          SUPERSEDED SURVEY CONTROL
 FE1344
 FE1344  NGVD 29 (??/??/??)  106.241  (m)          348.56   (f) ADJUSTED    1 1
 FE1344
 FE1344.Superseded values are not recommended for survey control.
 FE1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1344.See file dsdata.txt to determine how the superseded data were derived.
 FE1344
 FE1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE509291(NAD 83)
 FE1344_MARKER: DB = BENCH MARK DISK
 FE1344_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1344+WITH SETTING: INTO GROUND
 FE1344_STAMPING: M 262 1974
 FE1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1344+STABILITY: SURFACE MOTION
 FE1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1344+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1344
 FE1344  HISTORY     - Date     Condition        Report By
 FE1344  HISTORY     - 1974     MONUMENTED       NGS
 FE1344  HISTORY     - 20021001 GOOD             USACE
 FE1344
 FE1344                          STATION DESCRIPTION
 FE1344
 FE1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1344'1.1 MI SW FROM BRIGHTON.
 FE1344'ABOUT 1.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 51 FROM THE
 FE1344'INTERSECTION WITH KENTWOOD AT BRIGHTON, IN A LARGE Y FORMED BY
 FE1344'NEW 4-LANES AND BYPASS OF U.S. HIGHWAY 51, AT THE SOUTH SIDE OF A
 FE1344'GROVE OF PINE TREES, 121 FEET NORTHWEST OF THE CENTER LINE OF OLD U.S.
 FE1344'HIGHWAY 51 LEADING INTO BRIGHTON, 114 FEET SOUTHEAST OF THE
 FE1344'CENTER LINE OF THE SOUTHEAST LANE OF NEW HIGHWAY, 40.6 FEET
 FE1344'EAST OF A PIPE CORNER POST, 38 FEET EAST OF A CONCRETE HIGHWAY
 FE1344'R.O.W. MARKER POST, 2 FEET SOUTH OF A WOVEN WIRE FENCE, 0.8 FOOT
 FE1344'NORTHEAST OF A METAL WITNESS POST, 8 FEET ABOVE NEW HIGHWAY AND ON
 FE1344'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FE1344'TO A METAL BASE PLATE.  THE DISK IS PROJECTING 1-INCH ABOVE
 FE1344'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE1344'2-INCHES.
 FE1344
 FE1344                          STATION RECOVERY (2002)
 FE1344
 FE1344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1694 ***********************************************************************
 FE1694  DESIGNATION -  M 263
 FE1694  PID         -  FE1694
 FE1694  STATE/COUNTY-  TN/LAUDERDALE
 FE1694  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1694
 FE1694                         *CURRENT SURVEY CONTROL
 FE1694  ___________________________________________________________________
 FE1694* NAD 83(1986)-  35 46 22.     (N)    089 30 55.     (W)     SCALED    
 FE1694* NAVD 88     -       104.334  (meters)     342.30   (feet)  ADJUSTED  
 FE1694  ___________________________________________________________________
 FE1694  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1694  DYNAMIC HT  -         104.245 (meters)     342.01  (feet)  COMP
 FE1694  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 FE1694
 FE1694  VERT ORDER  -  FIRST     CLASS I
 FE1694
 FE1694.The horizontal coordinates were scaled from a topographic map and have
 FE1694.an estimated accuracy of +/- 6 seconds.
 FE1694
 FE1694.The orthometric height was determined by differential leveling
 FE1694.and adjusted by the National Geodetic Survey in June 1991..
 FE1694
 FE1694.The geoid height was determined by GEOID03.
 FE1694
 FE1694.The dynamic height is computed by dividing the NAVD 88
 FE1694.geopotential number by the normal gravity value computed on the
 FE1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1694.degrees latitude (g = 980.6199 gals.).
 FE1694
 FE1694.The modeled gravity was interpolated from observed gravity values.
 FE1694
 FE1694;                    North         East    Units  Estimated Accuracy
 FE1694;SPC TN       -   165,410.      282,230.      MT  (+/- 180 meters Scaled)
 FE1694
 FE1694                          SUPERSEDED SURVEY CONTROL
 FE1694
 FE1694  NGVD 29 (??/??/??)  104.292  (m)          342.16   (f) ADJUSTED    1 1
 FE1694
 FE1694.Superseded values are not recommended for survey control.
 FE1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1694.See file dsdata.txt to determine how the superseded data were derived.
 FE1694
 FE1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE726616(NAD 83)
 FE1694_MARKER: DB = BENCH MARK DISK
 FE1694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1694_SP_SET: CULVERT
 FE1694_STAMPING: M 263 1974
 FE1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1694
 FE1694  HISTORY     - Date     Condition        Report By
 FE1694  HISTORY     - 1974     MONUMENTED       NGS
 FE1694  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1694
 FE1694                          STATION DESCRIPTION
 FE1694
 FE1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1694'2 MI NE FROM RIPLEY.
 FE1694'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE1694'AT RIPLEY, THENCE 1.75 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 51,
 FE1694'25 FEET SOUTH OF THE CENTER OF THE CROSSING WITH A SPUR TRACK
 FE1694'LEADING NORTH TO MERRYMONT PLANT, MUFFLER AND TAILPIPE COMPANY,
 FE1694'13.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 FE1694'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST SOUTHWESTERLY SPUR
 FE1694'TRACK (ILLINOIS CENTRAL RAILROAD), SET IN TOP AND CENTER OF THE
 FE1694'SOUTHEAST CONCRETE HEADWALL OF A 6 FT BY 4 FT BOX CULVERT UNDER
 FE1694'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 FE1694
 FE1694                          STATION RECOVERY (2002)
 FE1694
 FE1694'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1694'MARK DESTROYED. CULVERT REPLACED RECNETLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0958 ***********************************************************************
 FE0958  DESIGNATION -  M 264
 FE0958  PID         -  FE0958
 FE0958  STATE/COUNTY-  TN/LAUDERDALE
 FE0958  USGS QUAD   -  FOWLKES (1983)
 FE0958
 FE0958                         *CURRENT SURVEY CONTROL
 FE0958  ___________________________________________________________________
 FE0958* NAD 83(1986)-  35 53 22.     (N)    089 25 49.     (W)     SCALED    
 FE0958* NAVD 88     -       115.935  (meters)     380.36   (feet)  ADJUSTED  
 FE0958  ___________________________________________________________________
 FE0958  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE0958  DYNAMIC HT  -         115.836 (meters)     380.04  (feet)  COMP
 FE0958  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FE0958
 FE0958  VERT ORDER  -  FIRST     CLASS I
 FE0958
 FE0958.The horizontal coordinates were scaled from a topographic map and have
 FE0958.an estimated accuracy of +/- 6 seconds.
 FE0958
 FE0958.The orthometric height was determined by differential leveling
 FE0958.and adjusted by the National Geodetic Survey in June 1991..
 FE0958
 FE0958.The geoid height was determined by GEOID03.
 FE0958
 FE0958.The dynamic height is computed by dividing the NAVD 88
 FE0958.geopotential number by the normal gravity value computed on the
 FE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0958.degrees latitude (g = 980.6199 gals.).
 FE0958
 FE0958.The modeled gravity was interpolated from observed gravity values.
 FE0958
 FE0958;                    North         East    Units  Estimated Accuracy
 FE0958;SPC TN       -   178,080.      290,360.      MT  (+/- 180 meters Scaled)
 FE0958
 FE0958                          SUPERSEDED SURVEY CONTROL
 FE0958
 FE0958  NGVD 29 (??/??/??)  115.877  (m)          380.17   (f) ADJUSTED    1 1
 FE0958
 FE0958.Superseded values are not recommended for survey control.
 FE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0958.See file dsdata.txt to determine how the superseded data were derived.
 FE0958
 FE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE806744(NAD 83)
 FE0958_MARKER: DB = BENCH MARK DISK
 FE0958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0958_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0958_STAMPING: M 264 1974
 FE0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0958+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0958
 FE0958  HISTORY     - Date     Condition        Report By
 FE0958  HISTORY     - 1974     MONUMENTED       NGS
 FE0958  HISTORY     - 20020804 GOOD             USACE
 FE0958
 FE0958                          STATION DESCRIPTION
 FE0958
 FE0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0958'2.2 MI W FROM HALLS.
 FE0958'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0958'BAPTIST CHURCH AT HALLS, ALSO, ABOUT 1.70 MILES EAST OF THE SMALL
 FE0958'COMMUNITY OF DOUBLE BRIDGES AT A POWER LINE CROSSING, 43.5 FEET
 FE0958'SOUTHEAST OF A T FENCE, 39.3 FEET NORTHEAST OF THE CENTER
 FE0958'LINE OF STATE HIGHWAY 88, 4 FEET NORTHWEST OF A POWER POLE WITH
 FE0958'TRANSFORMER, 1.6 FEET SOUTHWEST OF A FENCE, 1 FOOT ABOVE HIGHWAY
 FE0958'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 FE0958'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW
 FE0958'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE0958'THE GROUND.
 FE0958
 FE0958                          STATION RECOVERY (2002)
 FE0958
 FE0958'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1140 ***********************************************************************
 GD1140  DESIGNATION -  M 265
 GD1140  PID         -  GD1140
 GD1140  STATE/COUNTY-  TN/LAKE
 GD1140  USGS QUAD   -  RIDGELY (1981)
 GD1140
 GD1140                         *CURRENT SURVEY CONTROL
 GD1140  ___________________________________________________________________
 GD1140* NAD 83(1986)-  36 19 29.     (N)    089 28 24.     (W)     SCALED    
 GD1140* NAVD 88     -        86.989  (meters)     285.40   (feet)  ADJUSTED  
 GD1140  ___________________________________________________________________
 GD1140  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1140  DYNAMIC HT  -          86.919 (meters)     285.17  (feet)  COMP
 GD1140  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GD1140
 GD1140  VERT ORDER  -  FIRST     CLASS I
 GD1140
 GD1140.The horizontal coordinates were scaled from a topographic map and have
 GD1140.an estimated accuracy of +/- 6 seconds.
 GD1140
 GD1140.The orthometric height was determined by differential leveling
 GD1140.and adjusted by the National Geodetic Survey in June 1991..
 GD1140
 GD1140.The geoid height was determined by GEOID03.
 GD1140
 GD1140.The dynamic height is computed by dividing the NAVD 88
 GD1140.geopotential number by the normal gravity value computed on the
 GD1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1140.degrees latitude (g = 980.6199 gals.).
 GD1140
 GD1140.The modeled gravity was interpolated from observed gravity values.
 GD1140
 GD1140;                    North         East    Units  Estimated Accuracy
 GD1140;SPC TN       -   226,480.      288,190.      MT  (+/- 180 meters Scaled)
 GD1140
 GD1140                          SUPERSEDED SURVEY CONTROL
 GD1140
 GD1140  NGVD 29 (??/??/??)   86.915  (m)          285.15   (f) ADJUSTED    1 1
 GD1140
 GD1140.Superseded values are not recommended for survey control.
 GD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1140.See file dsdata.txt to determine how the superseded data were derived.
 GD1140
 GD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF779228(NAD 83)
 GD1140_MARKER: DB = BENCH MARK DISK
 GD1140_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1140+WITH SETTING: INTO GROUND
 GD1140_STAMPING: M 265 1974
 GD1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1140+STABILITY: SURFACE MOTION
 GD1140
 GD1140  HISTORY     - Date     Condition        Report By
 GD1140  HISTORY     - 1974     MONUMENTED       NGS
 GD1140  HISTORY     - 20020802 POOR             USACE
 GD1140
 GD1140                          STATION DESCRIPTION
 GD1140
 GD1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1140'4.15 MI N FROM RIDGELY.
 GD1140'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1140'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, ABOUT 0.20 MILE SOUTH
 GD1140'OF THE SMALL COMMUNITY OF WYNNBURG, SET IN THE WEST PART OF THE LAWN
 GD1140'AT THE LAKE DRIVE-INN THEATRE, 118.2 FEET NORTHWEST OF THE NORTHWEST
 GD1140'CORNER OF THE TICKET OFFICE, 84 FEET SOUTH OF THE DRIVEWAY ENTRANCE TO
 GD1140'THEATRE, 54.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET
 GD1140'NORTH OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF
 GD1140'A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 GD1140'PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH
 GD1140'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1140
 GD1140                          STATION RECOVERY (2002)
 GD1140
 GD1140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1140'MARK DESTROYED. FOUND ROD ENCASED IN BROKEN PVC WITH DISK SHEARED OFF.
 GD1140' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1835 ***********************************************************************
 FB1835  DESIGNATION -  M 27
 FB1835  PID         -  FB1835
 FB1835  STATE/COUNTY-  TN/KNOX
 FB1835  USGS QUAD   -  SHOOKS GAP (1987)
 FB1835
 FB1835                         *CURRENT SURVEY CONTROL
 FB1835  ___________________________________________________________________
 FB1835* NAD 83(1986)-  35 57 30.     (N)    083 46 35.     (W)     SCALED    
 FB1835* NAVD 88     -       261.50   (+/-2cm)     857.9    (feet)  VERTCON   
 FB1835  ___________________________________________________________________
 FB1835  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1835
 FB1835  VERT ORDER  -  ? (See Below)
 FB1835
 FB1835.The horizontal coordinates were scaled from a topographic map and have
 FB1835.an estimated accuracy of +/- 6 seconds.
 FB1835
 FB1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1835.The vertical order pertains to the NGVD 29 superseded value.
 FB1835
 FB1835.The geoid height was determined by GEOID03.
 FB1835
 FB1835;                    North         East    Units  Estimated Accuracy
 FB1835;SPC TN       -   182,570.      800,570.      MT  (+/- 180 meters Scaled)
 FB1835
 FB1835                          SUPERSEDED SURVEY CONTROL
 FB1835
 FB1835  NGVD 29 (??/??/92)  261.650  (m)          858.43   (f) ADJ UNCH    ?  
 FB1835
 FB1835.Superseded values are not recommended for survey control.
 FB1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1835.See file dsdata.txt to determine how the superseded data were derived.
 FB1835
 FB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV496828(NAD 83)
 FB1835_MARKER: Q = CHISELED SQUARE
 FB1835_SETTING: 66 = SET IN ROCK OUTCROP
 FB1835_SP_SET: ROCK OUTCROP
 FB1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1835+STABILITY: POSITION/ELEVATION WELL
 FB1835
 FB1835  HISTORY     - Date     Condition        Report By
 FB1835  HISTORY     - UNK      MONUMENTED       TVA
 FB1835  HISTORY     - 1938     GOOD             TVA
 FB1835  HISTORY     - 1969     MARK NOT FOUND   TNHD
 FB1835  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1835
 FB1835                          STATION DESCRIPTION
 FB1835
 FB1835'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1835'0.8 MI W FROM RIVERDALE.
 FB1835'0.8 MILE WEST ALONG A COUNTY ROAD FROM RIVERDALE, AT RIVERDALE
 FB1835'FERRY, 65 FEET EAST OF THE ROAD INTERSECTION, 30 FEET NORTH OF
 FB1835'THE NORTHEAST CORNER OF A GENERAL STORE, 10 FEET WEST OF THE
 FB1835'STEPS, ON THE NORTH SIDE OF THE ROAD, AND ON THE TOP OF A ROCK
 FB1835'OUTCROP.  A CHISELED SQUARE.
 FB1835
 FB1835                          STATION RECOVERY (1969)
 FB1835
 FB1835'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1835'MARK NOT FOUND.
 FB1835
 FB1835                          STATION RECOVERY (1969)
 FB1835
 FB1835'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1554 ***********************************************************************
 GC1554  DESIGNATION -  M 27 RESET
 GC1554  PID         -  GC1554
 GC1554  STATE/COUNTY-  TN/HUMPHREYS
 GC1554  USGS QUAD   -  MC EWEN (1982)
 GC1554
 GC1554                         *CURRENT SURVEY CONTROL
 GC1554  ___________________________________________________________________
 GC1554* NAD 83(1986)-  36 05 21.     (N)    087 44 21.     (W)     SCALED    
 GC1554* NAVD 88     -       180.798  (meters)     593.17   (feet)  ADJUSTED  
 GC1554  ___________________________________________________________________
 GC1554  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1554  DYNAMIC HT  -         180.641 (meters)     592.65  (feet)  COMP
 GC1554  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1554
 GC1554  VERT ORDER  -  FIRST     CLASS II
 GC1554
 GC1554.The horizontal coordinates were scaled from a topographic map and have
 GC1554.an estimated accuracy of +/- 6 seconds.
 GC1554
 GC1554.The orthometric height was determined by differential leveling
 GC1554.and adjusted by the National Geodetic Survey in June 1991..
 GC1554
 GC1554.The geoid height was determined by GEOID03.
 GC1554
 GC1554.The dynamic height is computed by dividing the NAVD 88
 GC1554.geopotential number by the normal gravity value computed on the
 GC1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1554.degrees latitude (g = 980.6199 gals.).
 GC1554
 GC1554.The modeled gravity was interpolated from observed gravity values.
 GC1554
 GC1554;                    North         East    Units  Estimated Accuracy
 GC1554;SPC TN       -   196,200.      443,380.      MT  (+/- 180 meters Scaled)
 GC1554
 GC1554                          SUPERSEDED SURVEY CONTROL
 GC1554
 GC1554  NGVD 29 (??/??/92)  180.819  (m)          593.24   (f) ADJ UNCH    1 2
 GC1554
 GC1554.Superseded values are not recommended for survey control.
 GC1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1554.See file dsdata.txt to determine how the superseded data were derived.
 GC1554
 GC1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE334940(NAD 83)
 GC1554_MARKER: DB = BENCH MARK DISK
 GC1554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1554_SP_SET: BRIDGE
 GC1554_STAMPING: M 27 RESET 1944
 GC1554_MARK LOGO: CGS   
 GC1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1554
 GC1554  HISTORY     - Date     Condition        Report By
 GC1554  HISTORY     - 1944     MONUMENTED       CGS
 GC1554  HISTORY     - 1948     GOOD             NGS
 GC1554  HISTORY     - 1961     GOOD             USGS
 GC1554  HISTORY     - 1972     GOOD             TVA
 GC1554  HISTORY     - 1988     GOOD             USPSQD
 GC1554
 GC1554                          STATION DESCRIPTION
 GC1554
 GC1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1554'3.1 MI E FROM WAVERLY.
 GC1554'3.1 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1554'RAILWAY FROM THE STATION AT WAVERLY, SET IN THE TOP OF THE SOUTH
 GC1554'END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 63.5 OVER TRACE
 GC1554'CREEK, AT POLE 63+20 1/2, 6 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 GC1554'1/2 FOOT BELOW THE TRACK LEVEL.
 GC1554
 GC1554                          STATION RECOVERY (1961)
 GC1554
 GC1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1554'RECOVERED IN GOOD CONDITION.
 GC1554
 GC1554                          STATION RECOVERY (1972)
 GC1554
 GC1554'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1554'RECOVERED IN GOOD CONDITION.
 GC1554
 GC1554                          STATION RECOVERY (1988)
 GC1554
 GC1554'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1824 ***********************************************************************
 FB1824  DESIGNATION -  M 28
 FB1824  PID         -  FB1824
 FB1824  STATE/COUNTY-  TN/SEVIER
 FB1824  USGS QUAD   -  BOYDS CREEK (1986)
 FB1824
 FB1824                         *CURRENT SURVEY CONTROL
 FB1824  ___________________________________________________________________
 FB1824* NAD 83(1986)-  35 53 32.     (N)    083 43 20.     (W)     SCALED    
 FB1824* NAVD 88     -       298.52   (+/-2cm)     979.4    (feet)  VERTCON   
 FB1824  ___________________________________________________________________
 FB1824  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB1824
 FB1824  VERT ORDER  -  ? (See Below)
 FB1824
 FB1824.The horizontal coordinates were scaled from a topographic map and have
 FB1824.an estimated accuracy of +/- 6 seconds.
 FB1824
 FB1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1824.The vertical order pertains to the NGVD 29 superseded value.
 FB1824
 FB1824.The geoid height was determined by GEOID03.
 FB1824
 FB1824;                    North         East    Units  Estimated Accuracy
 FB1824;SPC TN       -   175,350.      805,620.      MT  (+/- 180 meters Scaled)
 FB1824
 FB1824                          SUPERSEDED SURVEY CONTROL
 FB1824
 FB1824  NGVD 29 (??/??/92)  298.652  (m)          979.83   (f) ADJ UNCH    ?  
 FB1824
 FB1824.Superseded values are not recommended for survey control.
 FB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1824.See file dsdata.txt to determine how the superseded data were derived.
 FB1824
 FB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV542754(NAD 83)
 FB1824_MARKER: B = BOLT
 FB1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1824_SP_SET: OVERPASS
 FB1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1824
 FB1824  HISTORY     - Date     Condition        Report By
 FB1824  HISTORY     - UNK      MONUMENTED       TVA
 FB1824  HISTORY     - 1938     GOOD             TVA
 FB1824
 FB1824                          STATION DESCRIPTION
 FB1824
 FB1824'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1824'AT SEYMOUR.
 FB1824'AT SEYMOUR, AT THE SMOKY MOUNTAIN RAILROAD OVERPASS AT THE POST
 FB1824'OFFICE, IN THE TOP OF THE NORTHEAST WING WALL, 5 FEET NORTH OF
 FB1824'THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  THE
 FB1824'HEAD OF THE SOUTHERNMOST BOLT IN THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1310 ***********************************************************************
 GC1310  DESIGNATION -  M 28
 GC1310  PID         -  GC1310
 GC1310  STATE/COUNTY-  TN/DAVIDSON
 GC1310  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1310
 GC1310                         *CURRENT SURVEY CONTROL
 GC1310  ___________________________________________________________________
 GC1310* NAD 83(1986)-  36 05 34.     (N)    087 01 20.     (W)     SCALED    
 GC1310* NAVD 88     -       168.779  (meters)     553.74   (feet)  ADJUSTED  
 GC1310  ___________________________________________________________________
 GC1310  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC1310  DYNAMIC HT  -         168.632 (meters)     553.25  (feet)  COMP
 GC1310  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GC1310
 GC1310  VERT ORDER  -  FIRST     CLASS II
 GC1310
 GC1310.The horizontal coordinates were scaled from a topographic map and have
 GC1310.an estimated accuracy of +/- 6 seconds.
 GC1310
 GC1310.The orthometric height was determined by differential leveling
 GC1310.and adjusted by the National Geodetic Survey in June 1991..
 GC1310
 GC1310.The geoid height was determined by GEOID03.
 GC1310
 GC1310.The dynamic height is computed by dividing the NAVD 88
 GC1310.geopotential number by the normal gravity value computed on the
 GC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1310.degrees latitude (g = 980.6199 gals.).
 GC1310
 GC1310.The modeled gravity was interpolated from observed gravity values.
 GC1310
 GC1310;                    North         East    Units  Estimated Accuracy
 GC1310;SPC TN       -   195,690.      507,950.      MT  (+/- 180 meters Scaled)
 GC1310
 GC1310                          SUPERSEDED SURVEY CONTROL
 GC1310
 GC1310  NGVD 29 (??/??/92)  168.800  (m)          553.80   (f) ADJ UNCH    1 2
 GC1310
 GC1310.Superseded values are not recommended for survey control.
 GC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1310.See file dsdata.txt to determine how the superseded data were derived.
 GC1310
 GC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE980942(NAD 83)
 GC1310_MARKER: DB = BENCH MARK DISK
 GC1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1310_STAMPING: 554.061 M 28 1934
 GC1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1310+STABILITY: SURFACE MOTION
 GC1310
 GC1310  HISTORY     - Date     Condition        Report By
 GC1310  HISTORY     - 1934     MONUMENTED       CGS
 GC1310  HISTORY     - 1948     GOOD             NGS
 GC1310
 GC1310                          STATION DESCRIPTION
 GC1310
 GC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1310'1.9 MI E FROM PEGRAM.
 GC1310'1.9 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1310'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 130 YARDS EAST OF THE
 GC1310'PROLONGED CENTER LINE OF OLD CHARLOTTE ROAD LEADING NORTH, 248
 GC1310'FEET EAST OF THE CENTER OF THE CROSSING OF MC CRORY LANE LEADING
 GC1310'SOUTH, 20 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 58 FEET
 GC1310'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 39 FEET EAST OF POLE
 GC1310'17+36, ABOUT 2 1/2 FEET NORTH OF THE LINE OF POLES, 1 1/2 FEET
 GC1310'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 GC1310'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1235 ***********************************************************************
 FD1235  DESIGNATION -  M 29
 FD1235  PID         -  FD1235
 FD1235  STATE/COUNTY-  TN/LEWIS
 FD1235  USGS QUAD   -  HOHENWALD (1991)
 FD1235
 FD1235                         *CURRENT SURVEY CONTROL
 FD1235  ___________________________________________________________________
 FD1235* NAD 83(1986)-  35 34 15.     (N)    087 31 55.     (W)     SCALED    
 FD1235* NAVD 88     -       290.493  (meters)     953.06   (feet)  ADJUSTED  
 FD1235  ___________________________________________________________________
 FD1235  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1235  DYNAMIC HT  -         290.227 (meters)     952.19  (feet)  COMP
 FD1235  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FD1235
 FD1235  VERT ORDER  -  SECOND    CLASS 0
 FD1235
 FD1235.The horizontal coordinates were scaled from a topographic map and have
 FD1235.an estimated accuracy of +/- 6 seconds.
 FD1235
 FD1235.The orthometric height was determined by differential leveling
 FD1235.and adjusted by the National Geodetic Survey in June 1991..
 FD1235
 FD1235.The geoid height was determined by GEOID03.
 FD1235
 FD1235.The dynamic height is computed by dividing the NAVD 88
 FD1235.geopotential number by the normal gravity value computed on the
 FD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1235.degrees latitude (g = 980.6199 gals.).
 FD1235
 FD1235.The modeled gravity was interpolated from observed gravity values.
 FD1235
 FD1235;                    North         East    Units  Estimated Accuracy
 FD1235;SPC TN       -   138,390.      461,140.      MT  (+/- 180 meters Scaled)
 FD1235
 FD1235                          SUPERSEDED SURVEY CONTROL
 FD1235
 FD1235  NGVD 29 (??/??/92)  290.470  (m)          952.98   (f) ADJ UNCH    2 0
 FD1235
 FD1235.Superseded values are not recommended for survey control.
 FD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1235.See file dsdata.txt to determine how the superseded data were derived.
 FD1235
 FD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE517364(NAD 83)
 FD1235_MARKER: DB = BENCH MARK DISK
 FD1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1235_STAMPING: W 29 1934
 FD1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1235+STABILITY: SURFACE MOTION
 FD1235
 FD1235  HISTORY     - Date     Condition        Report By
 FD1235  HISTORY     - 1934     MONUMENTED       CGS
 FD1235  HISTORY     - 1953     MARK NOT FOUND   NGS
 FD1235
 FD1235                          STATION DESCRIPTION
 FD1235
 FD1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1235'2 MI N FROM HOHENWALD.
 FD1235'2.0 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD1235'RAILWAY FROM HOHENWALD, LEWIS COUNTY, ABOUT 1/2 MILE NORTH OF
 FD1235'THE SIDING AT BLONDY, 42 FEET SOUTH OF MILEPOST 50, 45 FEET
 FD1235'EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF A POLE.
 FD1235'A STANDARD DISK, STAMPED W 29 1934 AND SET IN THE TOP OF A
 FD1235'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2399 ***********************************************************************
 FB2399  DESIGNATION -  M 292
 FB2399  PID         -  FB2399
 FB2399  STATE/COUNTY-  TN/BLOUNT
 FB2399  USGS QUAD   -  MARYVILLE (1979)
 FB2399
 FB2399                         *CURRENT SURVEY CONTROL
 FB2399  ___________________________________________________________________
 FB2399* NAD 83(1986)-  35 50 05.     (N)    083 56 34.     (W)     SCALED    
 FB2399* NAVD 88     -       267.689  (meters)     878.24   (feet)  ADJUSTED  
 FB2399  ___________________________________________________________________
 FB2399  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB2399  DYNAMIC HT  -         267.439 (meters)     877.42  (feet)  COMP
 FB2399  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FB2399
 FB2399  VERT ORDER  -  FIRST     CLASS II
 FB2399
 FB2399.The horizontal coordinates were scaled from a topographic map and have
 FB2399.an estimated accuracy of +/- 6 seconds.
 FB2399
 FB2399.The orthometric height was determined by differential leveling
 FB2399.and adjusted by the National Geodetic Survey in June 1991..
 FB2399
 FB2399.The geoid height was determined by GEOID03.
 FB2399
 FB2399.The dynamic height is computed by dividing the NAVD 88
 FB2399.geopotential number by the normal gravity value computed on the
 FB2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2399.degrees latitude (g = 980.6199 gals.).
 FB2399
 FB2399.The modeled gravity was interpolated from observed gravity values.
 FB2399
 FB2399;                    North         East    Units  Estimated Accuracy
 FB2399;SPC TN       -   168,530.      785,850.      MT  (+/- 180 meters Scaled)
 FB2399
 FB2399                          SUPERSEDED SURVEY CONTROL
 FB2399
 FB2399  NGVD 29 (12/12/91)  267.821  (m)          878.68   (f) ADJUSTED    1 2
 FB2399
 FB2399.Superseded values are not recommended for survey control.
 FB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2399.See file dsdata.txt to determine how the superseded data were derived.
 FB2399
 FB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV341696(NAD 83)
 FB2399_MARKER: I = METAL ROD
 FB2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2399_SP_SET: STAINLESS STEEL ROD
 FB2399_STAMPING: M 292 1983
 FB2399_MARK LOGO: NGS   
 FB2399_PROJECTION: FLUSH
 FB2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2399_ROD/PIPE-DEPTH: 18.2 meters
 FB2399
 FB2399  HISTORY     - Date     Condition        Report By
 FB2399  HISTORY     - 1983     MONUMENTED       NGS
 FB2399
 FB2399                          STATION DESCRIPTION
 FB2399
 FB2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2399'9.2 KM (5.7 MI) NNE FROM MARYVILLE.
 FB2399'9.2 KM (5.7 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2399'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE MARK ON THE
 FB2399'LEFT, AT THE JUNCTION OF LITTLE RIVER ROAD, 69.80 METERS (229.0 FT)
 FB2399'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.06 METERS (16.6 FT)
 FB2399'SOUTH-SOUTHWEST OF THE CENTERLINE OF LITTLE RIVER ROAD, 5.67 METERS
 FB2399'(18.6 FT) SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY LEADING TO A TWO
 FB2399'STORY WHITE SHINGLE HOUSE, 0.55 METER (1.8 FT) SOUTHEAST OF A UTILITY
 FB2399'POLE WITH TRANSFORMER NUMBER SP-P-H 3-40.
 FB2399'THE MARK IS 0.46 M ABOVE LITTLE RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1628 ***********************************************************************
 FC1628  DESIGNATION -  M 293
 FC1628  PID         -  FC1628
 FC1628  STATE/COUNTY-  TN/MARION
 FC1628  USGS QUAD   -  SEQUATCHIE (1982)
 FC1628
 FC1628                         *CURRENT SURVEY CONTROL
 FC1628  ___________________________________________________________________
 FC1628* NAD 83(1986)-  35 00 24.     (N)    085 31 05.     (W)     SCALED    
 FC1628* NAVD 88     -       225.253  (meters)     739.02   (feet)  ADJUSTED  
 FC1628  ___________________________________________________________________
 FC1628  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC1628  DYNAMIC HT  -         225.033 (meters)     738.30  (feet)  COMP
 FC1628  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC1628
 FC1628  VERT ORDER  -  FIRST     CLASS II
 FC1628
 FC1628.The horizontal coordinates were scaled from a topographic map and have
 FC1628.an estimated accuracy of +/- 6 seconds.
 FC1628
 FC1628.The orthometric height was determined by differential leveling
 FC1628.and adjusted by the National Geodetic Survey in June 1991..
 FC1628
 FC1628.The geoid height was determined by GEOID03.
 FC1628
 FC1628.The dynamic height is computed by dividing the NAVD 88
 FC1628.geopotential number by the normal gravity value computed on the
 FC1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1628.degrees latitude (g = 980.6199 gals.).
 FC1628
 FC1628.The modeled gravity was interpolated from observed gravity values.
 FC1628
 FC1628;                    North         East    Units  Estimated Accuracy
 FC1628;SPC TN       -    74,820.      643,990.      MT  (+/- 180 meters Scaled)
 FC1628
 FC1628                          SUPERSEDED SURVEY CONTROL
 FC1628
 FC1628.No superseded survey control is available for this station.
 FC1628
 FC1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD352747(NAD 83)
 FC1628_MARKER: I = METAL ROD
 FC1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1628_SP_SET: STAINLESS STEEL ROD
 FC1628_STAMPING: M 293 1983
 FC1628_MARK LOGO: NGS   
 FC1628_PROJECTION: FLUSH
 FC1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1628_ROD/PIPE-DEPTH: 11.6 meters
 FC1628
 FC1628  HISTORY     - Date     Condition        Report By
 FC1628  HISTORY     - 1983     MONUMENTED       NGS
 FC1628
 FC1628                          STATION DESCRIPTION
 FC1628
 FC1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1628'3.7 KM (2.3 MI) SE FROM HALETOWN.
 FC1628'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 41, 64, AND 72 FROM THE
 FC1628'POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM (0.45 MI)
 FC1628'SOUTH ALONG STATE HIGHWAY 156 AND 134, THENCE 2.6 KM (1.6 MI)
 FC1628'SOUTHEAST ALONG STATE HIGHWAY 134, SET AT THE SOUTHWEST ANGLE OF A
 FC1628'MASSIVE WASHOUT ON THE NORTH SLOPE OF MOUNTAIN, ALSO, 3.1 KM (1.95 MI)
 FC1628'NORTHWEST ALONG STATE HIGHWAY 134 FROM THE POST OFFICE IN WHITESIDE,
 FC1628'11.82 METERS (38.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 FC1628'HIGHWAY, AND 0.85 METERS (2.8 FT) NORTHWEST OF POWERLINE POLE NUMBER
 FC1628'HB4101 WITH TWO GUY CABLES.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1628'THE MARK IS 0.9 METERS  ESE FROM A WITNESS POST.
 FC1628'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1651 ***********************************************************************
 FC1651  DESIGNATION -  M 294
 FC1651  PID         -  FC1651
 FC1651  STATE/COUNTY-  TN/BRADLEY
 FC1651  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1651
 FC1651                         *CURRENT SURVEY CONTROL
 FC1651  ___________________________________________________________________
 FC1651* NAD 83(1986)-  35 07 57.     (N)    084 56 12.     (W)     SCALED    
 FC1651* NAVD 88     -       238.247  (meters)     781.65   (feet)  ADJUSTED  
 FC1651  ___________________________________________________________________
 FC1651  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1651  DYNAMIC HT  -         238.010 (meters)     780.87  (feet)  COMP
 FC1651  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FC1651
 FC1651  VERT ORDER  -  FIRST     CLASS II
 FC1651
 FC1651.The horizontal coordinates were scaled from a topographic map and have
 FC1651.an estimated accuracy of +/- 6 seconds.
 FC1651
 FC1651.The orthometric height was determined by differential leveling
 FC1651.and adjusted by the National Geodetic Survey in June 1991..
 FC1651
 FC1651.The geoid height was determined by GEOID03.
 FC1651
 FC1651.The dynamic height is computed by dividing the NAVD 88
 FC1651.geopotential number by the normal gravity value computed on the
 FC1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1651.degrees latitude (g = 980.6199 gals.).
 FC1651
 FC1651.The modeled gravity was interpolated from observed gravity values.
 FC1651
 FC1651;                    North         East    Units  Estimated Accuracy
 FC1651;SPC TN       -    89,200.      696,910.      MT  (+/- 180 meters Scaled)
 FC1651
 FC1651                          SUPERSEDED SURVEY CONTROL
 FC1651
 FC1651.No superseded survey control is available for this station.
 FC1651
 FC1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD879896(NAD 83)
 FC1651_MARKER: I = METAL ROD
 FC1651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1651_SP_SET: STAINLESS STEEL ROD
 FC1651_STAMPING: M 294 1983
 FC1651_MARK LOGO: NGS   
 FC1651_PROJECTION: FLUSH
 FC1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1651_ROD/PIPE-DEPTH: 4.3  meters
 FC1651
 FC1651  HISTORY     - Date     Condition        Report By
 FC1651  HISTORY     - 1983     MONUMENTED       NGS
 FC1651
 FC1651                          STATION DESCRIPTION
 FC1651
 FC1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1651'5.1 KM (3.2 MI) NE FROM MCDONALD.
 FC1651'5.1 KM (3.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1651'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, ALSO 4.7 KM (2.95 MI)
 FC1651'SOUTHWESTERLY ALONG U.S. HIGHWAY 11 AND 64 FROM THE UNITED CHRISTIAN
 FC1651'CHURCH IN CLEVELAND, 9.88 METERS (32.4 FT) SOUTHEAST OF THE CENTERLINE
 FC1651'OF THE HIGHWAY, 78.63 METERS (258.0 FT) SOUTHWEST OF THE CENTER OF A
 FC1651'PAVED ROAD LEADING SOUTH (BLACK FOX ROAD), 31.60 METERS (103.7 FT)
 FC1651'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CINDERBLOCK BUILDING
 FC1651'OCCUPIED BY STAN CALFEE WELL DRILLING, 27.89 METERS (91.5 FT)
 FC1651'NORTH-NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 12.47 METERS
 FC1651'(40.9 FT) EAST OF THE SOUTHWEST EDGE OF THE EAST WINGWALL OF A SMALL
 FC1651'CULVERT UNDER THE HIGHWAY (SLOPE DISTANCE), AND 0.73 METERS (2.4 FT)
 FC1651'SOUTHEAST OF A POWERLINE POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1651'THE MARK IS 1.4 METERS  E FROM A WITNESS POST.
 FC1651'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1598 ***********************************************************************
 FC1598  DESIGNATION -  M 295
 FC1598  PID         -  FC1598
 FC1598  STATE/COUNTY-  TN/BLOUNT
 FC1598  USGS QUAD   -  TALLASSEE (1985)
 FC1598
 FC1598                         *CURRENT SURVEY CONTROL
 FC1598  ___________________________________________________________________
 FC1598* NAD 83(1986)-  35 33 03.     (N)    084 01 18.     (W)     SCALED    
 FC1598* NAVD 88     -       271.415  (meters)     890.47   (feet)  ADJUSTED  
 FC1598  ___________________________________________________________________
 FC1598  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1598  DYNAMIC HT  -         271.153 (meters)     889.61  (feet)  COMP
 FC1598  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FC1598
 FC1598  VERT ORDER  -  FIRST     CLASS II
 FC1598
 FC1598.The horizontal coordinates were scaled from a topographic map and have
 FC1598.an estimated accuracy of +/- 6 seconds.
 FC1598
 FC1598.The orthometric height was determined by differential leveling
 FC1598.and adjusted by the National Geodetic Survey in June 1991..
 FC1598
 FC1598.The geoid height was determined by GEOID03.
 FC1598
 FC1598.The dynamic height is computed by dividing the NAVD 88
 FC1598.geopotential number by the normal gravity value computed on the
 FC1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1598.degrees latitude (g = 980.6199 gals.).
 FC1598
 FC1598.The modeled gravity was interpolated from observed gravity values.
 FC1598
 FC1598;                    North         East    Units  Estimated Accuracy
 FC1598;SPC TN       -   136,890.      779,360.      MT  (+/- 180 meters Scaled)
 FC1598
 FC1598                          SUPERSEDED SURVEY CONTROL
 FC1598
 FC1598  NGVD 29 (12/12/91)  271.526  (m)          890.83   (f) ADJUSTED    1 2
 FC1598
 FC1598.Superseded values are not recommended for survey control.
 FC1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1598.See file dsdata.txt to determine how the superseded data were derived.
 FC1598
 FC1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE699382(NAD 83)
 FC1598_MARKER: DB = BENCH MARK DISK
 FC1598_SETTING: 66 = SET IN ROCK OUTCROP
 FC1598_SP_SET: ROCK OUTCROP
 FC1598_STAMPING: M 295 1983
 FC1598_MARK LOGO: NGS   
 FC1598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1598+STABILITY: POSITION/ELEVATION WELL
 FC1598
 FC1598  HISTORY     - Date     Condition        Report By
 FC1598  HISTORY     - 1983     MONUMENTED       NGS
 FC1598
 FC1598                          STATION DESCRIPTION
 FC1598
 FC1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1598'4.75 KM (2.95 MI) EAST FROM TALLASSEE.
 FC1598'4.75 KM (2.95 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FC1598'TALLASSEE TO THE MARK ON THE LEFT, 8.84 METERS 29.0 FT) NORTH OF THE
 FC1598'CENTERLINE OF THE HIGHWAY, 34.44 METERS (113.0 FT) WEST OF TELEPHONE
 FC1598'JUNCTION BOX SS.
 FC1598'THE MARK IS 0.20 METERS  W FROM A WITNESS POST.
 FC1598'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2124 ***********************************************************************
 FE2124  DESIGNATION -  M 297
 FE2124  PID         -  FE2124
 FE2124  STATE/COUNTY-  TN/MCNAIRY
 FE2124  USGS QUAD   -  CHEWALLA (1983)
 FE2124
 FE2124                         *CURRENT SURVEY CONTROL
 FE2124  ___________________________________________________________________
 FE2124* NAD 83(1986)-  35 04 00.     (N)    088 39 41.     (W)     SCALED    
 FE2124* NAVD 88     -       120.912  (meters)     396.69   (feet)  ADJUSTED  
 FE2124  ___________________________________________________________________
 FE2124  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2124  DYNAMIC HT  -         120.797 (meters)     396.31  (feet)  COMP
 FE2124  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FE2124
 FE2124  VERT ORDER  -  FIRST     CLASS II
 FE2124
 FE2124.The horizontal coordinates were scaled from a topographic map and have
 FE2124.an estimated accuracy of +/- 6 seconds.
 FE2124
 FE2124.The orthometric height was determined by differential leveling
 FE2124.and adjusted by the National Geodetic Survey in June 1991..
 FE2124
 FE2124.The geoid height was determined by GEOID03.
 FE2124
 FE2124.The dynamic height is computed by dividing the NAVD 88
 FE2124.geopotential number by the normal gravity value computed on the
 FE2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2124.degrees latitude (g = 980.6199 gals.).
 FE2124
 FE2124.The modeled gravity was interpolated from observed gravity values.
 FE2124
 FE2124;                    North         East    Units  Estimated Accuracy
 FE2124;SPC TN       -    84,670.      357,270.      MT  (+/- 180 meters Scaled)
 FE2124
 FE2124                          SUPERSEDED SURVEY CONTROL
 FE2124
 FE2124.No superseded survey control is available for this station.
 FE2124
 FE2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD485816(NAD 83)
 FE2124_MARKER: I = METAL ROD
 FE2124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2124_SP_SET: STAINLESS STEEL ROD
 FE2124_STAMPING: M 297 1983
 FE2124_MARK LOGO: NGS   
 FE2124_PROJECTION: FLUSH
 FE2124_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2124_ROD/PIPE-DEPTH: 9.75 meters
 FE2124
 FE2124  HISTORY     - Date     Condition        Report By
 FE2124  HISTORY     - 1983     MONUMENTED       NGS
 FE2124  HISTORY     - 19970430 SEE DESCRIPTION  USE
 FE2124
 FE2124                          STATION DESCRIPTION
 FE2124
 FE2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2124'3.7 KM (2.3 MI) WEST FROM RAMER.
 FE2124'3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2124'RAMER, TO THE MARK ON THE RIGHT, 21.06 METERS (69.1 FT) NORTH OF THE
 FE2124'CENTERLINE OF THE HIGHWAY, 17.68 METERS (58.0 FT) EAST OF THE
 FE2124'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE,
 FE2124'14.78 METERS (48.5 FT) NORTHEAST OF A 2 FOOT DIAMETER CONCRETE
 FE2124'CULVERT, AND 9.02 METERS (29.6 FT) WEST OF A LARGE OAK TREE.
 FE2124'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2124'THE MARK IS 0.61 M BELOW HIGHWAY.
 FE2124
 FE2124                          STATION RECOVERY (1997)
 FE2124
 FE2124'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2124'FOUND ACCESS COVER.  DUG UP AND SEARCHED FOR ROD BUT COULD NOT FIND
 FE2124'ALL REFERENCES.  STILL INTACT.  A DITCH HAS BEEN DUG IN VICINITY OF
 FE2124'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2150 ***********************************************************************
 FE2150  DESIGNATION -  M 298
 FE2150  PID         -  FE2150
 FE2150  STATE/COUNTY-  TN/HARDEMAN
 FE2150  USGS QUAD   -  SAULSBURY (1981)
 FE2150
 FE2150                         *CURRENT SURVEY CONTROL
 FE2150  ___________________________________________________________________
 FE2150* NAD 83(1986)-  35 03 03.     (N)    089 03 43.     (W)     SCALED    
 FE2150* NAVD 88     -       173.394  (meters)     568.88   (feet)  ADJUSTED  
 FE2150  ___________________________________________________________________
 FE2150  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2150  DYNAMIC HT  -         173.229 (meters)     568.34  (feet)  COMP
 FE2150  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 FE2150
 FE2150  VERT ORDER  -  FIRST     CLASS II
 FE2150
 FE2150.The horizontal coordinates were scaled from a topographic map and have
 FE2150.an estimated accuracy of +/- 6 seconds.
 FE2150
 FE2150.The orthometric height was determined by differential leveling
 FE2150.and adjusted by the National Geodetic Survey in June 1991..
 FE2150
 FE2150.The geoid height was determined by GEOID03.
 FE2150
 FE2150.The dynamic height is computed by dividing the NAVD 88
 FE2150.geopotential number by the normal gravity value computed on the
 FE2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2150.degrees latitude (g = 980.6199 gals.).
 FE2150
 FE2150.The modeled gravity was interpolated from observed gravity values.
 FE2150
 FE2150;                    North         East    Units  Estimated Accuracy
 FE2150;SPC TN       -    83,980.      320,690.      MT  (+/- 180 meters Scaled)
 FE2150
 FE2150                          SUPERSEDED SURVEY CONTROL
 FE2150
 FE2150.No superseded survey control is available for this station.
 FE2150
 FE2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD119806(NAD 83)
 FE2150_MARKER: I = METAL ROD
 FE2150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2150_SP_SET: STAINLESS STEEL ROD
 FE2150_STAMPING: M 298 1983
 FE2150_MARK LOGO: NGS   
 FE2150_PROJECTION: FLUSH
 FE2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2150+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2150_ROD/PIPE-DEPTH: 6.70 meters
 FE2150
 FE2150  HISTORY     - Date     Condition        Report By
 FE2150  HISTORY     - 1983     MONUMENTED       NGS
 FE2150  HISTORY     - 20020923 GOOD             USACE
 FE2150  HISTORY     - 20040712 GOOD             USPSQD
 FE2150
 FE2150                          STATION DESCRIPTION
 FE2150
 FE2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2150'3.0 KM (1.8 MI) EAST FROM SAULSBURY.
 FE2150'3.0 KM (1.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2150'SAULSBURY, TO AN ELECTRICAL SUB-STATION AND THE MARK ON THE LEFT,
 FE2150'14.48 METERS (47.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2150'18.38 METERS (60.3 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FE2150'CHAIN LINK FENCE AROUND THE SUB-STATION, 12.37 METERS (40.6 FT)
 FE2150'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE,
 FE2150'8.32 METERS (27.3 FT) NORTH-NORTHEAST OF A CONCRETE CULVERT UNDER THE
 FE2150'ENTRANCE TO THE SUB-STATION, 1.80 METERS (5.9 FT) WEST OF THE MIDDLE
 FE2150'ONE OF THREE POWERLINE POLES, AND 1.71 METERS (5.6 FT) EAST OF THE
 FE2150'WESTERNMOST ONE OF THREE POWERLINE POLES WITH TRANSFORMERS.
 FE2150'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2150'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2150
 FE2150                          STATION RECOVERY (2002)
 FE2150
 FE2150'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2150'RECOVERED IN GOOD CONDITION.
 FE2150
 FE2150                          STATION RECOVERY (2004)
 FE2150
 FE2150'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2177 ***********************************************************************
 FE2177  DESIGNATION -  M 299
 FE2177  PID         -  FE2177
 FE2177  STATE/COUNTY-  TN/FAYETTE
 FE2177  USGS QUAD   -  ROSSVILLE (1981)
 FE2177
 FE2177                         *CURRENT SURVEY CONTROL
 FE2177  ___________________________________________________________________
 FE2177* NAD 83(1986)-  35 02 36.     (N)    089 34 29.     (W)     SCALED    
 FE2177* NAVD 88     -        97.041  (meters)     318.38   (feet)  ADJUSTED  
 FE2177  ___________________________________________________________________
 FE2177  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2177  DYNAMIC HT  -          96.951 (meters)     318.08  (feet)  COMP
 FE2177  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FE2177
 FE2177  VERT ORDER  -  FIRST     CLASS II
 FE2177
 FE2177.The horizontal coordinates were scaled from a topographic map and have
 FE2177.an estimated accuracy of +/- 6 seconds.
 FE2177
 FE2177.The orthometric height was determined by differential leveling
 FE2177.and adjusted by the National Geodetic Survey in June 1991..
 FE2177
 FE2177.The geoid height was determined by GEOID03.
 FE2177
 FE2177.The dynamic height is computed by dividing the NAVD 88
 FE2177.geopotential number by the normal gravity value computed on the
 FE2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2177.degrees latitude (g = 980.6199 gals.).
 FE2177
 FE2177.The modeled gravity was interpolated from observed gravity values.
 FE2177
 FE2177;                    North         East    Units  Estimated Accuracy
 FE2177;SPC TN       -    84,730.      273,900.      MT  (+/- 180 meters Scaled)
 FE2177
 FE2177                          SUPERSEDED SURVEY CONTROL
 FE2177
 FE2177.No superseded survey control is available for this station.
 FE2177
 FE2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD651808(NAD 83)
 FE2177_MARKER: I = METAL ROD
 FE2177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2177_SP_SET: STAINLESS STEEL ROD
 FE2177_STAMPING: M 299 1983
 FE2177_MARK LOGO: NGS   
 FE2177_PROJECTION: RECESSED 6 CENTIMETERS
 FE2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2177+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2177_ROD/PIPE-DEPTH: 14.6 meters
 FE2177
 FE2177  HISTORY     - Date     Condition        Report By
 FE2177  HISTORY     - 1983     MONUMENTED       NGS
 FE2177  HISTORY     - 20021001 GOOD             USACE
 FE2177
 FE2177                          STATION DESCRIPTION
 FE2177
 FE2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2177'3.4 KM (2.15 MI) WEST FROM ROSSVILLE.
 FE2177'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2177'ROSSVILLE, THENCE 2.9 KM (1.8 MI) WEST ALONG STATE HIGHWAY 57 TO THE
 FE2177'INTERSECTION OF NEVILLE-STEVENS LANE AND THE MARK ON THE RIGHT,
 FE2177'15.51 METERS (50.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 57,
 FE2177'29.63 METERS (97.2 FT) NORTHWEST OF THE CENTER OF A 10 FEET DIAMETER
 FE2177'CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND 0.73 METER (2.4 FT) SOUTH
 FE2177'OF A POWERLINE POLE.
 FE2177'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2177'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2177
 FE2177                          STATION RECOVERY (2002)
 FE2177
 FE2177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2177'MARK IS 1.5 FT S OF A POWERPOLE AND 1.0 FT S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1363 ***********************************************************************
 FD1363  DESIGNATION -  M 301
 FD1363  PID         -  FD1363
 FD1363  STATE/COUNTY-  TN/LAWRENCE
 FD1363  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1363
 FD1363                         *CURRENT SURVEY CONTROL
 FD1363  ___________________________________________________________________
 FD1363* NAD 83(1986)-  35 11 15.     (N)    087 20 23.     (W)     SCALED    
 FD1363* NAVD 88     -       291.666  (meters)     956.91   (feet)  ADJUSTED  
 FD1363  ___________________________________________________________________
 FD1363  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD1363  DYNAMIC HT  -         291.387 (meters)     955.99  (feet)  COMP
 FD1363  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FD1363
 FD1363  VERT ORDER  -  FIRST     CLASS II
 FD1363
 FD1363.The horizontal coordinates were scaled from a topographic map and have
 FD1363.an estimated accuracy of +/- 6 seconds.
 FD1363
 FD1363.The orthometric height was determined by differential leveling
 FD1363.and adjusted by the National Geodetic Survey in June 1991..
 FD1363
 FD1363.The geoid height was determined by GEOID03.
 FD1363
 FD1363.The dynamic height is computed by dividing the NAVD 88
 FD1363.geopotential number by the normal gravity value computed on the
 FD1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1363.degrees latitude (g = 980.6199 gals.).
 FD1363
 FD1363.The modeled gravity was interpolated from observed gravity values.
 FD1363
 FD1363;                    North         East    Units  Estimated Accuracy
 FD1363;SPC TN       -    95,610.      477,980.      MT  (+/- 180 meters Scaled)
 FD1363
 FD1363                          SUPERSEDED SURVEY CONTROL
 FD1363
 FD1363.No superseded survey control is available for this station.
 FD1363
 FD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690938(NAD 83)
 FD1363_MARKER: I = METAL ROD
 FD1363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1363+WITH SETTING: INFORMATION.
 FD1363_SP_SET: SHALLOW SET METAL ROD
 FD1363_STAMPING: M 301 1984
 FD1363_MARK LOGO: NGS   
 FD1363_PROJECTION: FLUSH
 FD1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1363_ROD/PIPE-DEPTH: 2.44 meters
 FD1363
 FD1363  HISTORY     - Date     Condition        Report By
 FD1363  HISTORY     - 1984     MONUMENTED       NGS
 FD1363
 FD1363                          STATION DESCRIPTION
 FD1363
 FD1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1363'3.4 KM (2.1 MI) NORTH FROM LEOMA.
 FD1363'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1363'LEOMA TO AN EAST-WEST DIRT ROAD AND THE MARK ON THE LEFT, ALSO 0.2 KM
 FD1363'(0.1 MI) SOUTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1363'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG GAINES STREET, THENCE
 FD1363'5.9 KM (337 MI) SOUTH ALONG U.S. HIGHWAY 43 TO THE MARK ON THE RIGHT,
 FD1363'19.93 METERS (65.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1363'27.00 METERS (88.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 FD1363'LEVEL TAN BRICK HOUSE, 8.66 METERS (28.4 FT) NORTH-NORTHWEST OF A
 FD1363'CONCRETE BOX CULVERT, 2.71 METERS (8.9 FT) SOUTH OF A GUY WIRE ANCHOR
 FD1363'FOR A POWERLINE POLE, AND 0.88 METERS (2.9 FT) NORTH OF A POWERLINE
 FD1363'POLE WITH A GUY WIRE.
 FD1363'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1363'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1395 ***********************************************************************
 FD1395  DESIGNATION -  M 302
 FD1395  PID         -  FD1395
 FD1395  STATE/COUNTY-  TN/WILLIAMSON
 FD1395  USGS QUAD   -  SPRING HILL (1979)
 FD1395
 FD1395                         *CURRENT SURVEY CONTROL
 FD1395  ___________________________________________________________________
 FD1395* NAD 83(1986)-  35 51 56.     (N)    086 53 01.     (W)     SCALED    
 FD1395* NAVD 88     -       234.179  (meters)     768.30   (feet)  ADJUSTED  
 FD1395  ___________________________________________________________________
 FD1395  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1395  DYNAMIC HT  -         233.973 (meters)     767.63  (feet)  COMP
 FD1395  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FD1395
 FD1395  VERT ORDER  -  FIRST     CLASS II
 FD1395
 FD1395.The horizontal coordinates were scaled from a topographic map and have
 FD1395.an estimated accuracy of +/- 6 seconds.
 FD1395
 FD1395.The orthometric height was determined by differential leveling
 FD1395.and adjusted by the National Geodetic Survey in June 1991..
 FD1395
 FD1395.The geoid height was determined by GEOID03.
 FD1395
 FD1395.The dynamic height is computed by dividing the NAVD 88
 FD1395.geopotential number by the normal gravity value computed on the
 FD1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1395.degrees latitude (g = 980.6199 gals.).
 FD1395
 FD1395.The modeled gravity was interpolated from observed gravity values.
 FD1395
 FD1395;                    North         East    Units  Estimated Accuracy
 FD1395;SPC TN       -   170,360.      520,200.      MT  (+/- 180 meters Scaled)
 FD1395
 FD1395                          SUPERSEDED SURVEY CONTROL
 FD1395
 FD1395.No superseded survey control is available for this station.
 FD1395
 FD1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105690(NAD 83)
 FD1395_MARKER: I = METAL ROD
 FD1395_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1395+WITH SETTING: INFORMATION.
 FD1395_SP_SET: SHALLOW SET METAL ROD
 FD1395_STAMPING: M 302 1984
 FD1395_MARK LOGO: NGS   
 FD1395_PROJECTION: RECESSED 4 CENTIMETERS
 FD1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1395_ROD/PIPE-DEPTH: 2.59 meters
 FD1395
 FD1395  HISTORY     - Date     Condition        Report By
 FD1395  HISTORY     - 1984     MONUMENTED       NGS
 FD1395
 FD1395                          STATION DESCRIPTION
 FD1395
 FD1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1395'6.8 KM (4.2 MI) SOUTH FROM FRANKLIN.
 FD1395'6.8 KM (4.2 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1395'FRANKLIN, SET BY THE NORTH ROCK PILLAR SUPPORTING A LARGE ARCH SIGN AT
 FD1395'THE ENTRANCE TO THE CONFEDERATE VALLEY RANCH, 15.39 METERS (50.5 FT)
 FD1395'EAST OF THE CENTERLINE OF THE HIGHWAY, 4.08 METERS (13.4 FT) NORTH OF
 FD1395'THE CENTER OF TWO METAL GATES AND A METAL CATTLE GUARD, 0.48 METERS
 FD1395'(1.6 FT) WEST OF STONE PILLAR, AND 1.82 METERS (6.0 FT)
 FD1395'SOUTH-SOUTHWEST OF A WOOD FENCE CORNER.
 FD1395'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2029 ***********************************************************************
 GC2029  DESIGNATION -  M 303
 GC2029  PID         -  GC2029
 GC2029  STATE/COUNTY-  TN/MONTGOMERY
 GC2029  USGS QUAD   -  CLARKSVILLE (1984)
 GC2029
 GC2029                         *CURRENT SURVEY CONTROL
 GC2029  ___________________________________________________________________
 GC2029* NAD 83(1986)-  36 36 19.     (N)    087 16 31.     (W)     SCALED    
 GC2029* NAVD 88     -       162.607  (meters)     533.49   (feet)  ADJUSTED  
 GC2029  ___________________________________________________________________
 GC2029  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2029  DYNAMIC HT  -         162.474 (meters)     533.05  (feet)  COMP
 GC2029  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 GC2029
 GC2029  VERT ORDER  -  FIRST     CLASS II
 GC2029
 GC2029.The horizontal coordinates were scaled from a topographic map and have
 GC2029.an estimated accuracy of +/- 6 seconds.
 GC2029
 GC2029.The orthometric height was determined by differential leveling
 GC2029.and adjusted by the National Geodetic Survey in June 1991..
 GC2029
 GC2029.The geoid height was determined by GEOID03.
 GC2029
 GC2029.The dynamic height is computed by dividing the NAVD 88
 GC2029.geopotential number by the normal gravity value computed on the
 GC2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2029.degrees latitude (g = 980.6199 gals.).
 GC2029
 GC2029.The modeled gravity was interpolated from observed gravity values.
 GC2029
 GC2029;                    North         East    Units  Estimated Accuracy
 GC2029;SPC TN       -   252,820.      485,900.      MT  (+/- 180 meters Scaled)
 GC2029
 GC2029                          SUPERSEDED SURVEY CONTROL
 GC2029
 GC2029.No superseded survey control is available for this station.
 GC2029
 GC2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF753511(NAD 83)
 GC2029_MARKER: I = METAL ROD
 GC2029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2029_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2029_STAMPING: M 303 1984
 GC2029_MARK LOGO: NGS   
 GC2029_PROJECTION: RECESSED 3 CENTIMETERS
 GC2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2029+STABILITY: POSITION/ELEVATION WELL
 GC2029_ROD/PIPE-DEPTH: 12.8 meters
 GC2029_SLEEVE-DEPTH  : 6.09 meters
 GC2029
 GC2029  HISTORY     - Date     Condition        Report By
 GC2029  HISTORY     - 1984     MONUMENTED       NGS
 GC2029
 GC2029                          STATION DESCRIPTION
 GC2029
 GC2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2029'5.8 KM (3.6 MI) NE FROM ST BETHLEHEM.
 GC2029'5.8 KM (3.6 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2029'IN ST. BETHLEHEM TO THE MARK SET IN THE LAWN AND 0.58 METERS (1.9 FT)
 GC2029'NORTHWEST OF THE NORTHWEST CORNER OF THE OAKLAND CHURCH OF CHRIST
 GC2029'BUILDING, ABOUT 45.72 METERS (150.0 FT) SOUTHEAST OF A LARGE CEMETERY,
 GC2029'49.98 METERS (164.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC2029'42.97 METERS (141.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2029'MARION AND LUCY PRICE HALEEYS TOMBSTONE, AND 5.12 METERS (16.8 FT)
 GC2029'NORTH-NORTHEAST OF THE CENTER OF THE TWO DOORS AT THE MAIN ENTRANCE OF
 GC2029'THE CHURCH.
 GC2029'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1983 ***********************************************************************
 GC1983  DESIGNATION -  M 304
 GC1983  PID         -  GC1983
 GC1983  STATE/COUNTY-  TN/CHEATHAM
 GC1983  USGS QUAD   -  ASHLAND CITY (1987)
 GC1983
 GC1983                         *CURRENT SURVEY CONTROL
 GC1983  ___________________________________________________________________
 GC1983* NAD 83(1986)-  36 16 03.     (N)    087 03 31.     (W)     SCALED    
 GC1983* NAVD 88     -       133.617  (meters)     438.38   (feet)  ADJUSTED  
 GC1983  ___________________________________________________________________
 GC1983  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1983  DYNAMIC HT  -         133.504 (meters)     438.00  (feet)  COMP
 GC1983  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC1983
 GC1983  VERT ORDER  -  FIRST     CLASS II
 GC1983
 GC1983.The horizontal coordinates were scaled from a topographic map and have
 GC1983.an estimated accuracy of +/- 6 seconds.
 GC1983
 GC1983.The orthometric height was determined by differential leveling
 GC1983.and adjusted by the National Geodetic Survey in June 1991..
 GC1983
 GC1983.The geoid height was determined by GEOID03.
 GC1983
 GC1983.The dynamic height is computed by dividing the NAVD 88
 GC1983.geopotential number by the normal gravity value computed on the
 GC1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1983.degrees latitude (g = 980.6199 gals.).
 GC1983
 GC1983.The modeled gravity was interpolated from observed gravity values.
 GC1983
 GC1983;                    North         East    Units  Estimated Accuracy
 GC1983;SPC TN       -   215,110.      504,880.      MT  (+/- 180 meters Scaled)
 GC1983
 GC1983                          SUPERSEDED SURVEY CONTROL
 GC1983
 GC1983.No superseded survey control is available for this station.
 GC1983
 GC1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF947136(NAD 83)
 GC1983_MARKER: I = METAL ROD
 GC1983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1983_SP_SET: STAINLESS STEEL ROD
 GC1983_STAMPING: M 304 1984
 GC1983_MARK LOGO: NGS   
 GC1983_PROJECTION: FLUSH
 GC1983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1983_ROD/PIPE-DEPTH: 3.05 meters
 GC1983
 GC1983  HISTORY     - Date     Condition        Report By
 GC1983  HISTORY     - 1984     MONUMENTED       NGS
 GC1983
 GC1983                          STATION DESCRIPTION
 GC1983
 GC1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1983'IN ASHLAND CITY.
 GC1983'IN ASHLAND CITY, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 GC1983'HIGHWAY 12 AND FOREST STREET, 0.9 KM (0.55 MI) SOUTHEAST ALONG STATE
 GC1983'HIGHWAY 12 FROM THE COUNTY COURTHOUSE, 12.10 METERS (39.7 FT) EAST OF
 GC1983'THE THE CENTERLINE OF THE HIGHWAY, 15.21 METERS (49.9 FT)
 GC1983'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING (AT
 GC1983'PRESENT THE UNITED CITIZENS BANK), 8.44 METERS (27.7 FT) NORTH OF THE
 GC1983'APPROXIMATE CENTER OF THE SOUTH ENTRANCE DRIVE TO THE BANK,
 GC1983'6.71 METERS (22.0 FT) NORTHEAST OF A BOX CULVERT UNDER THE SOUTH
 GC1983'ENTRANCE DRIVE TO THE BANK, AND 1.68 METERS (5.5 FT) SOUTH OF THE WEST
 GC1983'END OF THE BRICK BASE OF A UNITED CITIZENS BANK SIGN.
 GC1983'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2010 ***********************************************************************
 GC2010  DESIGNATION -  M 305
 GC2010  PID         -  GC2010
 GC2010  STATE/COUNTY-  TN/MONTGOMERY
 GC2010  USGS QUAD   -  EXCELL (1983)
 GC2010
 GC2010                         *CURRENT SURVEY CONTROL
 GC2010  ___________________________________________________________________
 GC2010* NAD 83(1986)-  36 28 54.     (N)    087 15 11.     (W)     SCALED    
 GC2010* NAVD 88     -       154.900  (meters)     508.20   (feet)  ADJUSTED  
 GC2010  ___________________________________________________________________
 GC2010  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2010  DYNAMIC HT  -         154.771 (meters)     507.78  (feet)  COMP
 GC2010  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GC2010
 GC2010  VERT ORDER  -  FIRST     CLASS II
 GC2010
 GC2010.The horizontal coordinates were scaled from a topographic map and have
 GC2010.an estimated accuracy of +/- 6 seconds.
 GC2010
 GC2010.The orthometric height was determined by differential leveling
 GC2010.and adjusted by the National Geodetic Survey in June 1991..
 GC2010
 GC2010.The geoid height was determined by GEOID03.
 GC2010
 GC2010.The dynamic height is computed by dividing the NAVD 88
 GC2010.geopotential number by the normal gravity value computed on the
 GC2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2010.degrees latitude (g = 980.6199 gals.).
 GC2010
 GC2010.The modeled gravity was interpolated from observed gravity values.
 GC2010
 GC2010;                    North         East    Units  Estimated Accuracy
 GC2010;SPC TN       -   239,080.      487,710.      MT  (+/- 180 meters Scaled)
 GC2010
 GC2010                          SUPERSEDED SURVEY CONTROL
 GC2010
 GC2010.No superseded survey control is available for this station.
 GC2010
 GC2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF773374(NAD 83)
 GC2010_MARKER: DB = BENCH MARK DISK
 GC2010_SETTING: 66 = SET IN ROCK OUTCROP
 GC2010_SP_SET: ROCK OUTCROP
 GC2010_STAMPING: M 305 1984
 GC2010_MARK LOGO: NGS   
 GC2010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2010+STABILITY: POSITION/ELEVATION WELL
 GC2010
 GC2010  HISTORY     - Date     Condition        Report By
 GC2010  HISTORY     - 1984     MONUMENTED       NGS
 GC2010
 GC2010                          STATION DESCRIPTION
 GC2010
 GC2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2010'20.5 KM (12.8 MI) NW FROM CHEAP HILL.
 GC2010'20.5 KM (12.75 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2010'OFFICE IN CHEAP HILL TO A 20.0 FOOT HIGH EMBANKMENT AND ROCK LEDGE ON
 GC2010'THE LEFT AND THE MARK ON THE LEFT, 8.62 METERS (28.3 FT) SOUTHWEST OF
 GC2010'THE CENTERLINE OF THE HIGHWAY, 0.43 METERS (1.4 FT) SOUTHWEST OF THE
 GC2010'NORTHEAST EDGE OF THE ROCK LEDGE, AND 0.30 METERS (1.0 FT) ABOVE THE
 GC2010'GROUND.
 GC2010'THE MARK IS 0.85 METERS  SE FROM A WITNESS POST.
 GC2010'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2928 ***********************************************************************
 AJ2928  DESIGNATION -  M 307
 AJ2928  PID         -  AJ2928
 AJ2928  STATE/COUNTY-  TN/TROUSDALE
 AJ2928  USGS QUAD   -  HARTSVILLE (1994)
 AJ2928
 AJ2928                         *CURRENT SURVEY CONTROL
 AJ2928  ___________________________________________________________________
 AJ2928* NAD 83(1986)-  36 24 15.     (N)    086 11 52.     (W)     SCALED    
 AJ2928* NAVD 88     -       193.097  (meters)     633.52   (feet)  ADJUSTED  
 AJ2928  ___________________________________________________________________
 AJ2928  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AJ2928  DYNAMIC HT  -         192.939 (meters)     633.00  (feet)  COMP
 AJ2928  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 AJ2928
 AJ2928  VERT ORDER  -  SECOND    CLASS I
 AJ2928
 AJ2928.The horizontal coordinates were scaled from a topographic map and have
 AJ2928.an estimated accuracy of +/- 6 seconds.
 AJ2928
 AJ2928.The orthometric height was determined by differential leveling
 AJ2928.and adjusted by the National Geodetic Survey in July 2002..
 AJ2928.No vertical observational check was made to the station.
 AJ2928
 AJ2928.The geoid height was determined by GEOID03.
 AJ2928
 AJ2928.The dynamic height is computed by dividing the NAVD 88
 AJ2928.geopotential number by the normal gravity value computed on the
 AJ2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2928.degrees latitude (g = 980.6199 gals.).
 AJ2928
 AJ2928.The modeled gravity was interpolated from observed gravity values.
 AJ2928
 AJ2928;                    North         East    Units  Estimated Accuracy
 AJ2928;SPC TN       -   229,780.      582,260.      MT  (+/- 180 meters Scaled)
 AJ2928
 AJ2928                          SUPERSEDED SURVEY CONTROL
 AJ2928
 AJ2928.No superseded survey control is available for this station.
 AJ2928
 AJ2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF719290(NAD 83)
 AJ2928_MARKER: DV = VERTICAL CONTROL DISK
 AJ2928_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2928_STAMPING: M 307 2001
 AJ2928_MARK LOGO: NGS   
 AJ2928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2928+STABILITY: POSITION/ELEVATION WELL
 AJ2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2928+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ2928
 AJ2928  HISTORY     - Date     Condition        Report By
 AJ2928  HISTORY     - 2001     MONUMENTED       NGS
 AJ2928
 AJ2928                          STATION DESCRIPTION
 AJ2928
 AJ2928'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2928'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2928'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2928'HIGHWAY 141), THENCE 3.1KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2928'THE EAST END OF A 4 BY 8-FOOT EXPOSED ROCK OUTCROP, 11.3 M
 AJ2928'SOUTHWEST OF A UTILITY POLE, 8.9 M NORTH OF THE HIGHWAY
 AJ2928'CENTERLINE, 6.2 M SOUTH OF A WITNESS POST AND FENCE, AND 0.34 M
 AJ2928'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AJ2928'RIGHT-OF-WAY.
 AJ2928'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1229 ***********************************************************************
 FD1229  DESIGNATION -  M 31
 FD1229  PID         -  FD1229
 FD1229  STATE/COUNTY-  TN/LEWIS
 FD1229  USGS QUAD   -  HOHENWALD (1991)
 FD1229
 FD1229                         *CURRENT SURVEY CONTROL
 FD1229  ___________________________________________________________________
 FD1229* NAD 83(1986)-  35 32 57.     (N)    087 33 36.     (W)     SCALED    
 FD1229* NAVD 88     -       294.889  (meters)     967.48   (feet)  ADJUSTED  
 FD1229  ___________________________________________________________________
 FD1229  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1229  DYNAMIC HT  -         294.615 (meters)     966.58  (feet)  COMP
 FD1229  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD1229
 FD1229  VERT ORDER  -  FIRST     CLASS II
 FD1229
 FD1229.The horizontal coordinates were scaled from a topographic map and have
 FD1229.an estimated accuracy of +/- 6 seconds.
 FD1229
 FD1229.The orthometric height was determined by differential leveling
 FD1229.and adjusted by the National Geodetic Survey in June 1991..
 FD1229
 FD1229.The geoid height was determined by GEOID03.
 FD1229
 FD1229.The dynamic height is computed by dividing the NAVD 88
 FD1229.geopotential number by the normal gravity value computed on the
 FD1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1229.degrees latitude (g = 980.6199 gals.).
 FD1229
 FD1229.The modeled gravity was interpolated from observed gravity values.
 FD1229
 FD1229;                    North         East    Units  Estimated Accuracy
 FD1229;SPC TN       -   136,020.      458,560.      MT  (+/- 180 meters Scaled)
 FD1229
 FD1229                          SUPERSEDED SURVEY CONTROL
 FD1229
 FD1229  NGVD 29 (??/??/92)  294.865  (m)          967.40   (f) ADJ UNCH    1 2
 FD1229
 FD1229.Superseded values are not recommended for survey control.
 FD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1229.See file dsdata.txt to determine how the superseded data were derived.
 FD1229
 FD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE492340(NAD 83)
 FD1229_MARKER: DB = BENCH MARK DISK
 FD1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1229_STAMPING: M 31 1934
 FD1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1229+STABILITY: SURFACE MOTION
 FD1229
 FD1229  HISTORY     - Date     Condition        Report By
 FD1229  HISTORY     - 1934     MONUMENTED       CGS
 FD1229  HISTORY     - 1949     GOOD             NGS
 FD1229  HISTORY     - 1953     GOOD             TVA
 FD1229
 FD1229                          STATION DESCRIPTION
 FD1229
 FD1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1229'0.4 MI W FROM HOHENWALD.
 FD1229'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1229'NATIONAL BANK AT HOHENWALD, AT THE Y JUNCTION OF A ROAD EAST,
 FD1229'27 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69
 FD1229'FEET SOUTH AND ACROSS THE HIGHWAY FROM THE CENTER LINE OF THE
 FD1229'ROAD EAST, 20 FEET EAST OF THE CENTER LINE OF A DRIVE SOUTH
 FD1229'TO A LARGE HOUSE, 112 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FD1229'THE CONCRETE PORCH TO A LARGE HOUSE, 1 FOOT WEST OF A WHITE
 FD1229'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 FD1229'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE
 FD1229'MARK IS 84 FEET EAST OF TELEPHONE POLE, 48 FEET NORTH OF POWER
 FD1229'POLE, AND 15 FEET WEST OF T-DRIVE TO HOUSE.
 FD1229
 FD1229                          STATION RECOVERY (1953)
 FD1229
 FD1229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0354 ***********************************************************************
 FD0354  DESIGNATION -  M 32
 FD0354  PID         -  FD0354
 FD0354  STATE/COUNTY-  TN/MARSHALL
 FD0354  USGS QUAD   -  LEWISBURG (1981)
 FD0354
 FD0354                         *CURRENT SURVEY CONTROL
 FD0354  ___________________________________________________________________
 FD0354* NAD 83(1986)-  35 28 47.     (N)    086 45 29.     (W)     SCALED    
 FD0354* NAVD 88     -       219.334  (meters)     719.60   (feet)  ADJUSTED  
 FD0354  ___________________________________________________________________
 FD0354  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0354  DYNAMIC HT  -         219.137 (meters)     718.95  (feet)  COMP
 FD0354  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 FD0354
 FD0354  VERT ORDER  -  SECOND    CLASS 0
 FD0354
 FD0354.The horizontal coordinates were scaled from a topographic map and have
 FD0354.an estimated accuracy of +/- 6 seconds.
 FD0354
 FD0354.The orthometric height was determined by differential leveling
 FD0354.and adjusted by the National Geodetic Survey in June 1991..
 FD0354
 FD0354.The geoid height was determined by GEOID03.
 FD0354
 FD0354.The dynamic height is computed by dividing the NAVD 88
 FD0354.geopotential number by the normal gravity value computed on the
 FD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0354.degrees latitude (g = 980.6199 gals.).
 FD0354
 FD0354.The modeled gravity was interpolated from observed gravity values.
 FD0354
 FD0354;                    North         East    Units  Estimated Accuracy
 FD0354;SPC TN       -   127,460.      531,210.      MT  (+/- 180 meters Scaled)
 FD0354
 FD0354                          SUPERSEDED SURVEY CONTROL
 FD0354
 FD0354  NGVD 29 (??/??/92)  219.314  (m)          719.53   (f) ADJ UNCH    2 0
 FD0354
 FD0354.Superseded values are not recommended for survey control.
 FD0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0354.See file dsdata.txt to determine how the superseded data were derived.
 FD0354
 FD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE219262(NAD 83)
 FD0354_MARKER: DB = BENCH MARK DISK
 FD0354_SETTING: 66 = SET IN ROCK OUTCROP
 FD0354_SP_SET: SET IN ROCK OUTCROP
 FD0354_STAMPING: M 32 1934
 FD0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0354+STABILITY: POSITION/ELEVATION WELL
 FD0354
 FD0354  HISTORY     - Date     Condition        Report By
 FD0354  HISTORY     - 1934     MONUMENTED       CGS
 FD0354  HISTORY     - 1934     GOOD             NGS
 FD0354
 FD0354                          STATION DESCRIPTION
 FD0354
 FD0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0354'2.7 MI NE FROM LEWISBURG.
 FD0354'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE
 FD0354'AT LEWISBURG, MARSHALL COUNTY, AT THE SUMMIT OF A HILL, 32 FEET
 FD0354'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET SOUTHWEST
 FD0354'OF A FENCE CORNER, 2 FEET WEST OF THE FENCE, AND IN THE TOP OF
 FD0354'BEDROCK.  A STANDARD DISK, STAMPED M 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0708 ***********************************************************************
 GA0708  DESIGNATION -  M 32
 GA0708  PID         -  GA0708
 GA0708  STATE/COUNTY-  TN/HAWKINS
 GA0708  USGS QUAD   -  STONY POINT (1971)
 GA0708
 GA0708                         *CURRENT SURVEY CONTROL
 GA0708  ___________________________________________________________________
 GA0708* NAD 83(1986)-  36 29 09.     (N)    082 49 01.     (W)     SCALED    
 GA0708* NAVD 88     -       362.088  (meters)    1187.95   (feet)  ADJUSTED  
 GA0708  ___________________________________________________________________
 GA0708  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0708  DYNAMIC HT  -         361.762 (meters)    1186.88  (feet)  COMP
 GA0708  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA0708
 GA0708  VERT ORDER  -  FIRST     CLASS I
 GA0708
 GA0708.The horizontal coordinates were scaled from a topographic map and have
 GA0708.an estimated accuracy of +/- 6 seconds.
 GA0708
 GA0708.The orthometric height was determined by differential leveling
 GA0708.and adjusted by the National Geodetic Survey in June 1991..
 GA0708
 GA0708.The geoid height was determined by GEOID03.
 GA0708
 GA0708.The dynamic height is computed by dividing the NAVD 88
 GA0708.geopotential number by the normal gravity value computed on the
 GA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0708.degrees latitude (g = 980.6199 gals.).
 GA0708
 GA0708.The modeled gravity was interpolated from observed gravity values.
 GA0708
 GA0708;                    North         East    Units  Estimated Accuracy
 GA0708;SPC TN       -   243,460.      885,180.      MT  (+/- 180 meters Scaled)
 GA0708
 GA0708                          SUPERSEDED SURVEY CONTROL
 GA0708
 GA0708  NGVD 29 (??/??/92)  362.236  (m)         1188.44   (f) ADJ UNCH    1 1
 GA0708
 GA0708.Superseded values are not recommended for survey control.
 GA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0708.See file dsdata.txt to determine how the superseded data were derived.
 GA0708
 GA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA372393(NAD 83)
 GA0708_MARKER: DD = SURVEY DISK
 GA0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0708_SP_SET: BRIDGE
 GA0708_STAMPING: M 32 23 TENN
 GA0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0708
 GA0708  HISTORY     - Date     Condition        Report By
 GA0708  HISTORY     - UNK      MONUMENTED       USGS
 GA0708  HISTORY     - 1967     GOOD             NGS
 GA0708
 GA0708                          STATION DESCRIPTION
 GA0708
 GA0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0708'2.4 MI NE FROM SURGOINSVILLE.
 GA0708'ABOUT 2.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0708'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.1 MILE
 GA0708'SOUTHWEST OF MILEPOST 61, 4 FEET NORTHWEST OF THE NORTHWEST
 GA0708'RAIL OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 GA0708'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 GA0708'A RAILROAD BRIDGE, 165 FEET SOUTHWEST OF THE CENTER OF A CROSSING
 GA0708'OF THE RAILROAD AND A ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL
 GA0708'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0270 ***********************************************************************
 FD0270  DESIGNATION -  M 33
 FD0270  PID         -  FD0270
 FD0270  STATE/COUNTY-  TN/GILES
 FD0270  USGS QUAD   -  TARPLEY (1982)
 FD0270
 FD0270                         *CURRENT SURVEY CONTROL
 FD0270  ___________________________________________________________________
 FD0270* NAD 83(1986)-  35 11 45.     (N)    086 54 06.     (W)     SCALED    
 FD0270* NAVD 88     -       247.529  (meters)     812.10   (feet)  ADJUSTED  
 FD0270  ___________________________________________________________________
 FD0270  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0270  DYNAMIC HT  -         247.298 (meters)     811.34  (feet)  COMP
 FD0270  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FD0270
 FD0270  VERT ORDER  -  SECOND    CLASS 0
 FD0270
 FD0270.The horizontal coordinates were scaled from a topographic map and have
 FD0270.an estimated accuracy of +/- 6 seconds.
 FD0270
 FD0270.The orthometric height was determined by differential leveling
 FD0270.and adjusted by the National Geodetic Survey in June 1991..
 FD0270
 FD0270.The geoid height was determined by GEOID03.
 FD0270
 FD0270.The dynamic height is computed by dividing the NAVD 88
 FD0270.geopotential number by the normal gravity value computed on the
 FD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0270.degrees latitude (g = 980.6199 gals.).
 FD0270
 FD0270.The modeled gravity was interpolated from observed gravity values.
 FD0270
 FD0270;                    North         East    Units  Estimated Accuracy
 FD0270;SPC TN       -    96,070.      517,890.      MT  (+/- 180 meters Scaled)
 FD0270
 FD0270                          SUPERSEDED SURVEY CONTROL
 FD0270
 FD0270  NGVD 29 (??/??/92)  247.500  (m)          812.01   (f) ADJ UNCH    2 0
 FD0270
 FD0270.Superseded values are not recommended for survey control.
 FD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0270.See file dsdata.txt to determine how the superseded data were derived.
 FD0270
 FD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED089947(NAD 83)
 FD0270_MARKER: DB = BENCH MARK DISK
 FD0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0270_SP_SET: WINGWALL
 FD0270_STAMPING: M 33 1934
 FD0270_MARK LOGO: CGS   
 FD0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0270+STABILITY: SURFACE MOTION
 FD0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0270+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1987
 FD0270
 FD0270  HISTORY     - Date     Condition        Report By
 FD0270  HISTORY     - 1934     MONUMENTED       CGS
 FD0270  HISTORY     - 1960     GOOD             NGS
 FD0270  HISTORY     - 19870706 GOOD             LOCENG
 FD0270
 FD0270                          STATION DESCRIPTION
 FD0270
 FD0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0270'5.4 MI NW FROM BUNKER HILL.
 FD0270'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0270'FOR 4.4 MILES, THEN 1.05 MILE WEST ON U.S. HIGHWAY 64 TO A
 FD0270'CONCRETE BRIDGE OVER A CREEK.  THE BENCH MARK IS 100 YARDS
 FD0270'SOUTH OF A FARM HOUSE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0270'THE TOP OF THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE.
 FD0270
 FD0270                          STATION RECOVERY (1987)
 FD0270
 FD0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1283 ***********************************************************************
 GA1283  DESIGNATION -  M 33 23
 GA1283  PID         -  GA1283
 GA1283  STATE/COUNTY-  TN/HAWKINS
 GA1283  USGS QUAD   -  PLUM GROVE (1991)
 GA1283
 GA1283                         *CURRENT SURVEY CONTROL
 GA1283  ___________________________________________________________________
 GA1283* NAD 83(1986)-  36 30 26.     (N)    082 46 00.     (W)     SCALED    
 GA1283* NAVD 88     -       368.189  (meters)    1207.97   (feet)  ADJUSTED  
 GA1283  ___________________________________________________________________
 GA1283  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1283  DYNAMIC HT  -         367.859 (meters)    1206.88  (feet)  COMP
 GA1283  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1283
 GA1283  VERT ORDER  -  FIRST     CLASS I
 GA1283
 GA1283.The horizontal coordinates were scaled from a topographic map and have
 GA1283.an estimated accuracy of +/- 6 seconds.
 GA1283
 GA1283.The orthometric height was determined by differential leveling
 GA1283.and adjusted by the National Geodetic Survey in June 1991..
 GA1283
 GA1283.The geoid height was determined by GEOID03.
 GA1283
 GA1283.The dynamic height is computed by dividing the NAVD 88
 GA1283.geopotential number by the normal gravity value computed on the
 GA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1283.degrees latitude (g = 980.6199 gals.).
 GA1283
 GA1283.The modeled gravity was interpolated from observed gravity values.
 GA1283
 GA1283;                    North         East    Units  Estimated Accuracy
 GA1283;SPC TN       -   245,980.      889,600.      MT  (+/- 180 meters Scaled)
 GA1283
 GA1283                          SUPERSEDED SURVEY CONTROL
 GA1283
 GA1283  NGVD 29 (??/??/92)  368.336  (m)         1208.45   (f) ADJ UNCH    1 1
 GA1283
 GA1283.Superseded values are not recommended for survey control.
 GA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1283.See file dsdata.txt to determine how the superseded data were derived.
 GA1283
 GA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA417416(NAD 83)
 GA1283_MARKER: DD = SURVEY DISK
 GA1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1283_SP_SET: BRIDGE
 GA1283_STAMPING: M 33 23 TENN
 GA1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1283
 GA1283  HISTORY     - Date     Condition        Report By
 GA1283  HISTORY     - UNK      MONUMENTED       USGS
 GA1283  HISTORY     - 1967     GOOD             NGS
 GA1283  HISTORY     - 20040217 MARK NOT FOUND   GEOCAC
 GA1283
 GA1283                          STATION DESCRIPTION
 GA1283
 GA1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1283'3.8 MI W FROM CHURCH HILL.
 GA1283'ABOUT 3.75 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1283'FROM THE STATION AT CHURCH HILL, 0.3 MILE NORTHEAST OF MILEPOST
 GA1283'58, 0.2 MILE SOUTHWEST OF THE CROSSING OF THE RAILROAD AND A
 GA1283'PRIVATE ROAD, 8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1283'TRACK, SET IN THE TOP OF THE EAST CORNER OF A 16- X 16-INCH
 GA1283'CONCRETE FOUNDATION FOR A PILLAR OF AN ABANDONED RAILROAD
 GA1283'BRIDGE, 59 FEET NORTHEAST OF THE NORTHEAST EDGE OF A RAILROAD
 GA1283'UNDERPASS FOR A ROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GA1283'THE TRACK.
 GA1283
 GA1283                          STATION RECOVERY (2004)
 GA1283
 GA1283'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1278 ***********************************************************************
 GA1278  DESIGNATION -  M 34
 GA1278  PID         -  GA1278
 GA1278  STATE/COUNTY-  TN/HAWKINS
 GA1278  USGS QUAD   -  CHURCH HILL (1991)
 GA1278
 GA1278                         *CURRENT SURVEY CONTROL
 GA1278  ___________________________________________________________________
 GA1278* NAD 83(1986)-  36 31 24.     (N)    082 42 52.     (W)     SCALED    
 GA1278* NAVD 88     -       380.658  (meters)    1248.88   (feet)  ADJUSTED  
 GA1278  ___________________________________________________________________
 GA1278  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1278  DYNAMIC HT  -         380.315 (meters)    1247.75  (feet)  COMP
 GA1278  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA1278
 GA1278  VERT ORDER  -  FIRST     CLASS I
 GA1278
 GA1278.The horizontal coordinates were scaled from a topographic map and have
 GA1278.an estimated accuracy of +/- 6 seconds.
 GA1278
 GA1278.The orthometric height was determined by differential leveling
 GA1278.and adjusted by the National Geodetic Survey in June 1991..
 GA1278
 GA1278.The geoid height was determined by GEOID03.
 GA1278
 GA1278.The dynamic height is computed by dividing the NAVD 88
 GA1278.geopotential number by the normal gravity value computed on the
 GA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1278.degrees latitude (g = 980.6199 gals.).
 GA1278
 GA1278.The modeled gravity was interpolated from observed gravity values.
 GA1278
 GA1278;                    North         East    Units  Estimated Accuracy
 GA1278;SPC TN       -   247,920.      894,220.      MT  (+/- 180 meters Scaled)
 GA1278
 GA1278                          SUPERSEDED SURVEY CONTROL
 GA1278
 GA1278  NGVD 29 (??/??/92)  380.801  (m)         1249.34   (f) ADJ UNCH    1 1
 GA1278
 GA1278.Superseded values are not recommended for survey control.
 GA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1278.See file dsdata.txt to determine how the superseded data were derived.
 GA1278
 GA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA465433(NAD 83)
 GA1278_MARKER: DD = SURVEY DISK
 GA1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1278_SP_SET: OVERPASS
 GA1278_STAMPING: TENN M 34 23
 GA1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1278
 GA1278  HISTORY     - Date     Condition        Report By
 GA1278  HISTORY     - UNK      MONUMENTED       USGS
 GA1278  HISTORY     - 1967     GOOD             NGS
 GA1278
 GA1278                          STATION DESCRIPTION
 GA1278
 GA1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1278'0.4 MI W FROM CHURCH HILL.
 GA1278'ABOUT 0.45 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1278'FROM THE STATION AT CHURCH HILL, 6 1/2 FEET SOUTH OF THE SOUTH
 GA1278'RAIL OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP
 GA1278'OF THE WEST END OF THE SOUTH CONCRETE PARAPET OF A RAILROAD
 GA1278'OVERPASS FOR NORTH CENTRAL AVENUE, 4.0 FEET EAST OF THE WEST END
 GA1278'OF THE PARAPET, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0868 ***********************************************************************
 FD0868  DESIGNATION -  M 34
 FD0868  PID         -  FD0868
 FD0868  STATE/COUNTY-  TN/GILES
 FD0868  USGS QUAD   -  ASPEN HILL (1988)
 FD0868
 FD0868                         *CURRENT SURVEY CONTROL
 FD0868  ___________________________________________________________________
 FD0868* NAD 83(1986)-  35 01 46.     (N)    087 00 11.     (W)     SCALED    
 FD0868* NAVD 88     -       182.752  (meters)     599.58   (feet)  ADJUSTED  
 FD0868  ___________________________________________________________________
 FD0868  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD0868  DYNAMIC HT  -         182.579 (meters)     599.01  (feet)  COMP
 FD0868  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FD0868
 FD0868  VERT ORDER  -  SECOND    CLASS 0
 FD0868
 FD0868.The horizontal coordinates were scaled from a topographic map and have
 FD0868.an estimated accuracy of +/- 6 seconds.
 FD0868
 FD0868.The orthometric height was determined by differential leveling
 FD0868.and adjusted by the National Geodetic Survey in June 1991..
 FD0868
 FD0868.The geoid height was determined by GEOID03.
 FD0868
 FD0868.The dynamic height is computed by dividing the NAVD 88
 FD0868.geopotential number by the normal gravity value computed on the
 FD0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0868.degrees latitude (g = 980.6199 gals.).
 FD0868
 FD0868.The modeled gravity was interpolated from observed gravity values.
 FD0868
 FD0868;                    North         East    Units  Estimated Accuracy
 FD0868;SPC TN       -    77,700.      508,460.      MT  (+/- 180 meters Scaled)
 FD0868
 FD0868                          SUPERSEDED SURVEY CONTROL
 FD0868
 FD0868  NGVD 29 (??/??/92)  182.710  (m)          599.44   (f) ADJ UNCH    2 0
 FD0868
 FD0868.Superseded values are not recommended for survey control.
 FD0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0868.See file dsdata.txt to determine how the superseded data were derived.
 FD0868
 FD0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD997763(NAD 83)
 FD0868_MARKER: DB = BENCH MARK DISK
 FD0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0868_STAMPING: M 34 1934
 FD0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0868+STABILITY: SURFACE MOTION
 FD0868
 FD0868  HISTORY     - Date     Condition        Report By
 FD0868  HISTORY     - 1934     MONUMENTED       CGS
 FD0868  HISTORY     - 1960     GOOD             NGS
 FD0868  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0868
 FD0868                          STATION DESCRIPTION
 FD0868
 FD0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0868'AT PROSPECT.
 FD0868'AT PROSPECT, GILES COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0868'RAILROAD, 30 FEET SOUTHWEST OF THE STATION, AND 50 FEET WEST
 FD0868'OF THE NEAR RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 FD0868'M 34 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 FD0868'MARK IS 2 FEET SOUTH OF A STEEL POST WITH A CONTROL MARKER
 FD0868'SIGN.  THERE IS A PAINTED CROSS ON A FENCE POST.
 FD0868
 FD0868                          STATION RECOVERY (2002)
 FD0868
 FD0868'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0868'PRESUMABLY DESTROYED BY CONSTRUCTION OF NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1815 ***********************************************************************
 FB1815  DESIGNATION -  M 35
 FB1815  PID         -  FB1815
 FB1815  STATE/COUNTY-  TN/SEVIER
 FB1815  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1815
 FB1815                         *CURRENT SURVEY CONTROL
 FB1815  ___________________________________________________________________
 FB1815* NAD 83(1986)-  35 56 06.     (N)    083 36 52.     (W)     SCALED    
 FB1815* NAVD 88     -       264.23   (+/-2cm)     866.9    (feet)  VERTCON   
 FB1815  ___________________________________________________________________
 FB1815  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1815
 FB1815  VERT ORDER  -  ? (See Below)
 FB1815
 FB1815.The horizontal coordinates were scaled from a topographic map and have
 FB1815.an estimated accuracy of +/- 6 seconds.
 FB1815
 FB1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1815.The vertical order pertains to the NGVD 29 superseded value.
 FB1815
 FB1815.The geoid height was determined by GEOID03.
 FB1815
 FB1815;                    North         East    Units  Estimated Accuracy
 FB1815;SPC TN       -   180,330.      815,240.      MT  (+/- 180 meters Scaled)
 FB1815
 FB1815                          SUPERSEDED SURVEY CONTROL
 FB1815
 FB1815  NGVD 29 (??/??/92)  264.374  (m)          867.37   (f) ADJ UNCH    ?  
 FB1815
 FB1815.Superseded values are not recommended for survey control.
 FB1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1815.See file dsdata.txt to determine how the superseded data were derived.
 FB1815
 FB1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641798(NAD 83)
 FB1815_MARKER: S = SPIKE
 FB1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1815_SP_SET: FENCE POST
 FB1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1815
 FB1815  HISTORY     - Date     Condition        Report By
 FB1815  HISTORY     - UNK      MONUMENTED       TVA
 FB1815  HISTORY     - 1938     GOOD             TVA
 FB1815
 FB1815                          STATION DESCRIPTION
 FB1815
 FB1815'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1815'AT HODGES FERRY.
 FB1815'AT HODGES FERRY, ON THE SOUTH SIDE OF FRENCH BROAD RIVER, 40
 FB1815'FEET FROM THE RIVERS EDGE, AND ON THE RIGHT SIDE OF THE ROAD.
 FB1815'A SPIKE IN A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2079 ***********************************************************************
 FE2079  DESIGNATION -  M 35 RESET
 FE2079  PID         -  FE2079
 FE2079  STATE/COUNTY-  TN/MCNAIRY
 FE2079  USGS QUAD   -  PURDY (1984)
 FE2079
 FE2079                         *CURRENT SURVEY CONTROL
 FE2079  ___________________________________________________________________
 FE2079* NAD 83(1986)-  35 10 05.     (N)    088 33 25.     (W)     SCALED    
 FE2079* NAVD 88     -       140.91   (+/-2cm)     462.3    (feet)  VERTCON   
 FE2079  ___________________________________________________________________
 FE2079  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2079
 FE2079  VERT ORDER  -  THIRD (See Below)
 FE2079
 FE2079.The horizontal coordinates were scaled from a topographic map and have
 FE2079.an estimated accuracy of +/- 6 seconds.
 FE2079
 FE2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2079.The vertical order pertains to the NGVD 29 superseded value.
 FE2079
 FE2079.The geoid height was determined by GEOID03.
 FE2079
 FE2079;                    North         East    Units  Estimated Accuracy
 FE2079;SPC TN       -    95,660.      367,080.      MT  (+/- 180 meters Scaled)
 FE2079
 FE2079                          SUPERSEDED SURVEY CONTROL
 FE2079
 FE2079  NGVD 29 (??/??/??)  140.90   (m)          462.3    (f) RESET       3  
 FE2079
 FE2079.Superseded values are not recommended for survey control.
 FE2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2079.See file dsdata.txt to determine how the superseded data were derived.
 FE2079
 FE2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD582927(NAD 83)
 FE2079_MARKER: DB = BENCH MARK DISK
 FE2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2079_SP_SET: CULVERT
 FE2079_STAMPING: M 35 RESET 1978
 FE2079_MARK LOGO: NGS   
 FE2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2079
 FE2079  HISTORY     - Date     Condition        Report By
 FE2079  HISTORY     - 1978     MONUMENTED       NGS
 FE2079
 FE2079                          STATION DESCRIPTION
 FE2079
 FE2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FE2079'2.3 MI SE FROM SELMER.
 FE2079'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COUTTHOUSE
 FE2079'AT SELMER, SET IN THE TOP AND EAST END OF A 4 X 4 FOOT CONCRETE
 FE2079'CULVERT, 32 FEET NORTH OF THE CENTERLINE OF HLIGHWAY 64 AND NEAR
 FE2079'OR ON THE PROPERTYL LINE BETWEEN HOUSES NUMBER 1266 AND 1278.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1269 ***********************************************************************
 GA1269  DESIGNATION -  M 36
 GA1269  PID         -  GA1269
 GA1269  STATE/COUNTY-  TN/HAWKINS
 GA1269  USGS QUAD   -  CHURCH HILL (1991)
 GA1269
 GA1269                         *CURRENT SURVEY CONTROL
 GA1269  ___________________________________________________________________
 GA1269* NAD 83(1986)-  36 34 23.     (N)    082 39 37.     (W)     SCALED    
 GA1269* NAVD 88     -       422.932  (meters)    1387.57   (feet)  ADJUSTED  
 GA1269  ___________________________________________________________________
 GA1269  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1269  DYNAMIC HT  -         422.552 (meters)    1386.32  (feet)  COMP
 GA1269  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 GA1269
 GA1269  VERT ORDER  -  FIRST     CLASS I
 GA1269
 GA1269.The horizontal coordinates were scaled from a topographic map and have
 GA1269.an estimated accuracy of +/- 6 seconds.
 GA1269
 GA1269.The orthometric height was determined by differential leveling
 GA1269.and adjusted by the National Geodetic Survey in June 1991..
 GA1269
 GA1269.The geoid height was determined by GEOID03.
 GA1269
 GA1269.The dynamic height is computed by dividing the NAVD 88
 GA1269.geopotential number by the normal gravity value computed on the
 GA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1269.degrees latitude (g = 980.6199 gals.).
 GA1269
 GA1269.The modeled gravity was interpolated from observed gravity values.
 GA1269
 GA1269;                    North         East    Units  Estimated Accuracy
 GA1269;SPC TN       -   253,600.      898,880.      MT  (+/- 180 meters Scaled)
 GA1269
 GA1269                          SUPERSEDED SURVEY CONTROL
 GA1269
 GA1269  NGVD 29 (??/??/92)  423.074  (m)         1388.04   (f) ADJ UNCH    1 1
 GA1269
 GA1269.Superseded values are not recommended for survey control.
 GA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1269.See file dsdata.txt to determine how the superseded data were derived.
 GA1269
 GA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA514487(NAD 83)
 GA1269_MARKER: DD = SURVEY DISK
 GA1269_SETTING: 66 = SET IN ROCK OUTCROP
 GA1269_SP_SET: ROCK OUTCROP
 GA1269_STAMPING: M 36 TENN 23
 GA1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1269+STABILITY: POSITION/ELEVATION WELL
 GA1269
 GA1269  HISTORY     - Date     Condition        Report By
 GA1269  HISTORY     - UNK      MONUMENTED       USGS
 GA1269  HISTORY     - 1967     GOOD             NGS
 GA1269
 GA1269                          STATION DESCRIPTION
 GA1269
 GA1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1269'5.8 MI NE FROM CHURCH HILL.
 GA1269'ABOUT 5.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1269'RAILROAD FROM THE STATION AT CHURCH HILL, 8 POLES SOUTHWEST OF
 GA1269'MILEPOST 48, 8 FEET WEST OF THE WEST RAIL OF THE TRACK, A U.S.
 GA1269'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A ROCK OUTCROP IN THE
 GA1269'WEST BANK OF A CUT FOR THE RAILROAD, 95 FEET NORTHWEST AND ACROSS
 GA1269'THE TRACK FROM A POWER POLE THAT IS BRACED BY 6 GUY WIRES, 69
 GA1269'FEET SOUTH OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 GA1269'PAVED ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1269'NOTE-- THE DISK IS LEANING SLIGHTLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1816 ***********************************************************************
 FB1816  DESIGNATION -  M 36
 FB1816  PID         -  FB1816
 FB1816  STATE/COUNTY-  TN/SEVIER
 FB1816  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1816
 FB1816                         *CURRENT SURVEY CONTROL
 FB1816  ___________________________________________________________________
 FB1816* NAD 83(1986)-  35 56 13.     (N)    083 36 53.     (W)     SCALED    
 FB1816* NAVD 88     -       267.82   (+/-2cm)     878.7    (feet)  VERTCON   
 FB1816  ___________________________________________________________________
 FB1816  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1816
 FB1816  VERT ORDER  -  ? (See Below)
 FB1816
 FB1816.The horizontal coordinates were scaled from a topographic map and have
 FB1816.an estimated accuracy of +/- 6 seconds.
 FB1816
 FB1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1816.The vertical order pertains to the NGVD 29 superseded value.
 FB1816
 FB1816.The geoid height was determined by GEOID03.
 FB1816
 FB1816;                    North         East    Units  Estimated Accuracy
 FB1816;SPC TN       -   180,540.      815,200.      MT  (+/- 180 meters Scaled)
 FB1816
 FB1816                          SUPERSEDED SURVEY CONTROL
 FB1816
 FB1816  NGVD 29 (??/??/92)  267.965  (m)          879.15   (f) ADJ UNCH    ?  
 FB1816
 FB1816.Superseded values are not recommended for survey control.
 FB1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1816.See file dsdata.txt to determine how the superseded data were derived.
 FB1816
 FB1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641801(NAD 83)
 FB1816_MARKER: S = SPIKE
 FB1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1816_SP_SET: POLE
 FB1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1816
 FB1816  HISTORY     - Date     Condition        Report By
 FB1816  HISTORY     - UNK      MONUMENTED       TVA
 FB1816  HISTORY     - 1938     GOOD             TVA
 FB1816
 FB1816                          STATION DESCRIPTION
 FB1816
 FB1816'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1816'AT HODGES FERRY.
 FB1816'AT HODGES FERRY, ON THE NORTH SIDE OF FRENCH BROAD RIVER, 200
 FB1816'FEET NORTH OF THE FERRY LANDING, ON THE WEST SIDE OF THE ROAD,
 FB1816'AND AT THE SECOND POWER-TRANSMISSION LINE POLE 864 FROM THE
 FB1816'RIVER.  A SPIKE IN THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0863 ***********************************************************************
 FD0863  DESIGNATION -  M 37
 FD0863  PID         -  FD0863
 FD0863  STATE/COUNTY-  TN/GILES
 FD0863  USGS QUAD   -  PULASKI (1984)
 FD0863
 FD0863                         *CURRENT SURVEY CONTROL
 FD0863  ___________________________________________________________________
 FD0863* NAD 83(1986)-  35 10 21.     (N)    087 02 03.     (W)     SCALED    
 FD0863* NAVD 88     -       203.515  (meters)     667.70   (feet)  ADJUSTED  
 FD0863  ___________________________________________________________________
 FD0863  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0863  DYNAMIC HT  -         203.323 (meters)     667.07  (feet)  COMP
 FD0863  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FD0863
 FD0863  VERT ORDER  -  SECOND    CLASS 0
 FD0863
 FD0863.The horizontal coordinates were scaled from a topographic map and have
 FD0863.an estimated accuracy of +/- 6 seconds.
 FD0863
 FD0863.The orthometric height was determined by differential leveling
 FD0863.and adjusted by the National Geodetic Survey in June 1991..
 FD0863
 FD0863.The geoid height was determined by GEOID03.
 FD0863
 FD0863.The dynamic height is computed by dividing the NAVD 88
 FD0863.geopotential number by the normal gravity value computed on the
 FD0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0863.degrees latitude (g = 980.6199 gals.).
 FD0863
 FD0863.The modeled gravity was interpolated from observed gravity values.
 FD0863
 FD0863;                    North         East    Units  Estimated Accuracy
 FD0863;SPC TN       -    93,600.      505,790.      MT  (+/- 180 meters Scaled)
 FD0863
 FD0863                          SUPERSEDED SURVEY CONTROL
 FD0863
 FD0863  NGVD 29 (??/??/92)  203.477  (m)          667.57   (f) ADJ UNCH    2 0
 FD0863
 FD0863.Superseded values are not recommended for survey control.
 FD0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0863.See file dsdata.txt to determine how the superseded data were derived.
 FD0863
 FD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD968921(NAD 83)
 FD0863_MARKER: DB = BENCH MARK DISK
 FD0863_SETTING: 66 = SET IN ROCK OUTCROP
 FD0863_SP_SET: SET IN ROCK OUTCROP
 FD0863_STAMPING: M 37 1934
 FD0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0863+STABILITY: POSITION/ELEVATION WELL
 FD0863
 FD0863  HISTORY     - Date     Condition        Report By
 FD0863  HISTORY     - 1934     MONUMENTED       CGS
 FD0863  HISTORY     - 1953     GOOD             TVA
 FD0863
 FD0863                          STATION DESCRIPTION
 FD0863
 FD0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0863'1.6 MI S FROM PULASKI.
 FD0863'1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0863'FROM THE STATION AT PULASKI, GILES COUNTY, 5 POLES SOUTH OF
 FD0863'MILEPOST L 267, AT A HIGHWAY OVERHEAD CROSSING, ON THE NORTH
 FD0863'SIDE OF THE HIGHWAY, AND IN THE TOP OF BEDROCK IN A ROCK CUT.
 FD0863'A STANDARD DISK, STAMPED M 37 1934.  NOTE-- THERE IS A PAINTED
 FD0863'CIRCLE AROUND POINT AND ARROW ON ROCK.  IT IS 10 FEET WEST
 FD0863'OF THE CENTERLINE OF THE TRACK AND IS 3 FEET ABOVE TRACK.
 FD0863
 FD0863                          STATION RECOVERY (1953)
 FD0863
 FD0863'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1818 ***********************************************************************
 FB1818  DESIGNATION -  M 37
 FB1818  PID         -  FB1818
 FB1818  STATE/COUNTY-  TN/SEVIER
 FB1818  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1818
 FB1818                         *CURRENT SURVEY CONTROL
 FB1818  ___________________________________________________________________
 FB1818* NAD 83(1986)-  35 57 02.     (N)    083 36 52.     (W)     SCALED    
 FB1818* NAVD 88     -       302.36   (+/-2cm)     992.0    (feet)  VERTCON   
 FB1818  ___________________________________________________________________
 FB1818  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1818
 FB1818  VERT ORDER  -  ? (See Below)
 FB1818
 FB1818.The horizontal coordinates were scaled from a topographic map and have
 FB1818.an estimated accuracy of +/- 6 seconds.
 FB1818
 FB1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1818.The vertical order pertains to the NGVD 29 superseded value.
 FB1818
 FB1818.The geoid height was determined by GEOID03.
 FB1818
 FB1818;                    North         East    Units  Estimated Accuracy
 FB1818;SPC TN       -   182,050.      815,190.      MT  (+/- 180 meters Scaled)
 FB1818
 FB1818                          SUPERSEDED SURVEY CONTROL
 FB1818
 FB1818  NGVD 29 (??/??/92)  302.503  (m)          992.46   (f) ADJ UNCH    ?  
 FB1818
 FB1818.Superseded values are not recommended for survey control.
 FB1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1818.See file dsdata.txt to determine how the superseded data were derived.
 FB1818
 FB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641816(NAD 83)
 FB1818_MARKER: S = SPIKE
 FB1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1818_SP_SET: POLE
 FB1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1818
 FB1818  HISTORY     - Date     Condition        Report By
 FB1818  HISTORY     - UNK      MONUMENTED       TVA
 FB1818  HISTORY     - 1938     GOOD             TVA
 FB1818
 FB1818                          STATION DESCRIPTION
 FB1818
 FB1818'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1818'1 MI N FROM HODGES FERRY.
 FB1818'1 MILE NORTH ALONG A COUNTY ROAD FROM HODGES FERRY, 200 FEET
 FB1818'NORTH OF THE Y-INTERSECTION OF A ROAD LEADING SOUTHWEST, AT
 FB1818'THE JUNCTION OF A T-ROAD LEADING EAST, 34 FEET SOUTHWEST OF THE
 FB1818'CENTER OF THE TRIANGLE AT THE JUNCTION, AND AT A POWER-TRANSMISSION
 FB1818'LINE POLE.  A SPIKE IN THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1300 ***********************************************************************
 FB1300  DESIGNATION -  M 38
 FB1300  PID         -  FB1300
 FB1300  STATE/COUNTY-  TN/COCKE
 FB1300  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1300
 FB1300                         *CURRENT SURVEY CONTROL
 FB1300  ___________________________________________________________________
 FB1300* NAD 83(1986)-  35 52 46.     (N)    083 15 40.     (W)     SCALED    
 FB1300* NAVD 88     -       389.19   (+/-2cm)    1276.9    (feet)  VERTCON   
 FB1300  ___________________________________________________________________
 FB1300  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1300
 FB1300  VERT ORDER  -  ? (See Below)
 FB1300
 FB1300.The horizontal coordinates were scaled from a topographic map and have
 FB1300.an estimated accuracy of +/- 6 seconds.
 FB1300
 FB1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1300.The vertical order pertains to the NGVD 29 superseded value.
 FB1300
 FB1300.The geoid height was determined by GEOID03.
 FB1300
 FB1300;                    North         East    Units  Estimated Accuracy
 FB1300;SPC TN       -   175,000.      847,280.      MT  (+/- 180 meters Scaled)
 FB1300
 FB1300                          SUPERSEDED SURVEY CONTROL
 FB1300
 FB1300  NGVD 29 (??/??/92)  389.353  (m)         1277.40   (f) ADJ UNCH    ?  
 FB1300
 FB1300.Superseded values are not recommended for survey control.
 FB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1300.See file dsdata.txt to determine how the superseded data were derived.
 FB1300
 FB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV958729(NAD 83)
 FB1300_MARKER: Q = CHISELED SQUARE
 FB1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1300_SP_SET: BRIDGE
 FB1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1300
 FB1300  HISTORY     - Date     Condition        Report By
 FB1300  HISTORY     - UNK      MONUMENTED       TVA
 FB1300  HISTORY     - 1938     GOOD             TVA
 FB1300
 FB1300                          STATION DESCRIPTION
 FB1300
 FB1300'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1300'0.2 MI W FROM JENKINS CHURCH.
 FB1300'0.2 MILE WEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1300'COCKE COUNTY, 0.2 MILE NORTH ALONG THE BOGARD ROAD, AT BREEDENS
 FB1300'STORE, ON THE UPSTREAM SIDE OF A BRIDGE OVER BOGARD CREEK, AND ON
 FB1300'THE CENTERLINE OF THE BRIDGE BALUSTRADE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1311 ***********************************************************************
 FC1311  DESIGNATION -  M 38
 FC1311  PID         -  FC1311
 FC1311  STATE/COUNTY-  TN/MARION
 FC1311  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1311
 FC1311                         *CURRENT SURVEY CONTROL
 FC1311  ___________________________________________________________________
 FC1311* NAD 83(1986)-  35 04 50.     (N)    085 44 10.     (W)     SCALED    
 FC1311* NAVD 88     -       202.054  (meters)     662.91   (feet)  ADJUSTED  
 FC1311  ___________________________________________________________________
 FC1311  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1311  DYNAMIC HT  -         201.858 (meters)     662.26  (feet)  COMP
 FC1311  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 FC1311
 FC1311  VERT ORDER  -  SECOND    CLASS 0
 FC1311
 FC1311.The horizontal coordinates were scaled from a topographic map and have
 FC1311.an estimated accuracy of +/- 6 seconds.
 FC1311
 FC1311.The orthometric height was determined by differential leveling
 FC1311.and adjusted by the National Geodetic Survey in June 1991..
 FC1311
 FC1311.The geoid height was determined by GEOID03.
 FC1311
 FC1311.The dynamic height is computed by dividing the NAVD 88
 FC1311.geopotential number by the normal gravity value computed on the
 FC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1311.degrees latitude (g = 980.6199 gals.).
 FC1311
 FC1311.The modeled gravity was interpolated from observed gravity values.
 FC1311
 FC1311;                    North         East    Units  Estimated Accuracy
 FC1311;SPC TN       -    82,940.      624,070.      MT  (+/- 180 meters Scaled)
 FC1311
 FC1311                          SUPERSEDED SURVEY CONTROL
 FC1311
 FC1311  NGVD 29 (??/??/92)  202.055  (m)          662.91   (f) ADJ UNCH    2 0
 FC1311
 FC1311.Superseded values are not recommended for survey control.
 FC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1311.See file dsdata.txt to determine how the superseded data were derived.
 FC1311
 FC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152827(NAD 83)
 FC1311_MARKER: DB = BENCH MARK DISK
 FC1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1311_SP_SET: BRIDGE
 FC1311_STAMPING: M 38 1934
 FC1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1311
 FC1311  HISTORY     - Date     Condition        Report By
 FC1311  HISTORY     - 1934     MONUMENTED       CGS
 FC1311  HISTORY     - 1962     GOOD             NGS
 FC1311
 FC1311                          STATION DESCRIPTION
 FC1311
 FC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1311'4.2 MI NW FROM DIXIE LEE.
 FC1311'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1311'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1311'41-64 FOR 4.15 MILES TO THE MARK SET IN THE SOUTHWEST WINGWALL
 FC1311'OF A BRIDGE OVER KELLY COVE BRANCH, 290 FEET NORTHWEST OF
 FC1311'THE NORTHWEST CORNER OF THE BATTLE CREEK BAPTIST CHURCH, AND
 FC1311'17 FEET WEST OF THE CENTER OF U.S. HIGHWAYS 41-64.  A STANDARD
 FC1311'DISK DRILLED IN A CONCRETE BRIDGE AND ABOUT LEVEL WITH THE
 FC1311'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1392 ***********************************************************************
 GA1392  DESIGNATION -  M 39
 GA1392  PID         -  GA1392
 GA1392  STATE/COUNTY-  TN/SULLIVAN
 GA1392  USGS QUAD   -  KINGSPORT (1991)
 GA1392
 GA1392                         *CURRENT SURVEY CONTROL
 GA1392  ___________________________________________________________________
 GA1392* NAD 83(1986)-  36 30 59.     (N)    082 31 44.     (W)     SCALED    
 GA1392* NAVD 88     -       387.510  (meters)    1271.36   (feet)  ADJUSTED  
 GA1392  ___________________________________________________________________
 GA1392  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA1392  DYNAMIC HT  -         387.158 (meters)    1270.20  (feet)  COMP
 GA1392  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GA1392
 GA1392  VERT ORDER  -  SECOND    CLASS 0
 GA1392
 GA1392.The horizontal coordinates were scaled from a topographic map and have
 GA1392.an estimated accuracy of +/- 6 seconds.
 GA1392
 GA1392.The orthometric height was determined by differential leveling
 GA1392.and adjusted by the National Geodetic Survey in June 1991..
 GA1392
 GA1392.The geoid height was determined by GEOID03.
 GA1392
 GA1392.The dynamic height is computed by dividing the NAVD 88
 GA1392.geopotential number by the normal gravity value computed on the
 GA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1392.degrees latitude (g = 980.6199 gals.).
 GA1392
 GA1392.The modeled gravity was interpolated from observed gravity values.
 GA1392
 GA1392;                    North         East    Units  Estimated Accuracy
 GA1392;SPC TN       -   247,730.      910,860.      MT  (+/- 180 meters Scaled)
 GA1392
 GA1392                          SUPERSEDED SURVEY CONTROL
 GA1392
 GA1392.No superseded survey control is available for this station.
 GA1392
 GA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA631423(NAD 83)
 GA1392_MARKER: DD = SURVEY DISK
 GA1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1392_SP_SET: BRIDGE
 GA1392_STAMPING: M 39 TENN 23
 GA1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1392
 GA1392  HISTORY     - Date     Condition        Report By
 GA1392  HISTORY     - UNK      MONUMENTED       USGS
 GA1392  HISTORY     - 1934     GOOD             NGS
 GA1392
 GA1392                          STATION DESCRIPTION
 GA1392
 GA1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1392'2.7 MI S FROM KINGSPORT.
 GA1392'2.7 MILES SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1392'SULLIVAN COUNTY, ABOUT 20 FEET SOUTH OF A TUNNEL ENTRANCE, AT A
 GA1392'TRESTLE OVER HOLSTON RIVER, ON THE WEST SIDE OF THE NORTH ABUTMENT,
 GA1392'AND 24 INCHES SOUTH OF THE NORTH END OF THE WEST WING WALL.  A
 GA1392'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 39 TENN. 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1312 ***********************************************************************
 FB1312  DESIGNATION -  M 39
 FB1312  PID         -  FB1312
 FB1312  STATE/COUNTY-  TN/SEVIER
 FB1312  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1312
 FB1312                         *CURRENT SURVEY CONTROL
 FB1312  ___________________________________________________________________
 FB1312* NAD 83(1986)-  35 54 51.     (N)    083 21 49.     (W)     SCALED    
 FB1312* NAVD 88     -       351.52   (+/-2cm)    1153.3    (feet)  VERTCON   
 FB1312  ___________________________________________________________________
 FB1312  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1312
 FB1312  VERT ORDER  -  ? (See Below)
 FB1312
 FB1312.The horizontal coordinates were scaled from a topographic map and have
 FB1312.an estimated accuracy of +/- 6 seconds.
 FB1312
 FB1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1312.The vertical order pertains to the NGVD 29 superseded value.
 FB1312
 FB1312.The geoid height was determined by GEOID03.
 FB1312
 FB1312;                    North         East    Units  Estimated Accuracy
 FB1312;SPC TN       -   178,600.      837,920.      MT  (+/- 180 meters Scaled)
 FB1312
 FB1312                          SUPERSEDED SURVEY CONTROL
 FB1312
 FB1312  NGVD 29 (??/??/92)  351.675  (m)         1153.79   (f) ADJ UNCH    ?  
 FB1312
 FB1312.Superseded values are not recommended for survey control.
 FB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1312.See file dsdata.txt to determine how the superseded data were derived.
 FB1312
 FB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV867770(NAD 83)
 FB1312_MARKER: Q = CHISELED SQUARE
 FB1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1312_SP_SET: GASOLINE PUMP
 FB1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1312
 FB1312  HISTORY     - Date     Condition        Report By
 FB1312  HISTORY     - UNK      MONUMENTED       TVA
 FB1312  HISTORY     - 1938     GOOD             TVA
 FB1312
 FB1312                          STATION DESCRIPTION
 FB1312
 FB1312'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1312'AT BIRD CROSSROAD.
 FB1312'AT BIRD CROSSROAD, SEVIER COUNTY, AT THE INTERSECTION OF STATE
 FB1312'HIGHWAY 35 AND A ROAD, AT THE DENTON GROCERY STORE, AND ON THE
 FB1312'BASE OF A GASOLINE PUMP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1277 ***********************************************************************
 GA1277  DESIGNATION -  M 4
 GA1277  PID         -  GA1277
 GA1277  STATE/COUNTY-  TN/HAWKINS
 GA1277  USGS QUAD   -  CHURCH HILL (1991)
 GA1277
 GA1277                         *CURRENT SURVEY CONTROL
 GA1277  ___________________________________________________________________
 GA1277* NAD 83(1986)-  36 31 25.     (N)    082 42 19.     (W)     SCALED    
 GA1277* NAVD 88     -       385.279  (meters)    1264.04   (feet)  ADJUSTED  
 GA1277  ___________________________________________________________________
 GA1277  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1277  DYNAMIC HT  -         384.932 (meters)    1262.90  (feet)  COMP
 GA1277  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GA1277
 GA1277  VERT ORDER  -  FIRST     CLASS I
 GA1277
 GA1277.The horizontal coordinates were scaled from a topographic map and have
 GA1277.an estimated accuracy of +/- 6 seconds.
 GA1277
 GA1277.The orthometric height was determined by differential leveling
 GA1277.and adjusted by the National Geodetic Survey in June 1991..
 GA1277
 GA1277.The geoid height was determined by GEOID03.
 GA1277
 GA1277.The dynamic height is computed by dividing the NAVD 88
 GA1277.geopotential number by the normal gravity value computed on the
 GA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1277.degrees latitude (g = 980.6199 gals.).
 GA1277
 GA1277.The modeled gravity was interpolated from observed gravity values.
 GA1277
 GA1277;                    North         East    Units  Estimated Accuracy
 GA1277;SPC TN       -   247,980.      895,040.      MT  (+/- 180 meters Scaled)
 GA1277
 GA1277                          SUPERSEDED SURVEY CONTROL
 GA1277
 GA1277  NGVD 29 (??/??/92)  385.422  (m)         1264.51   (f) ADJ UNCH    1 1
 GA1277
 GA1277.Superseded values are not recommended for survey control.
 GA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1277.See file dsdata.txt to determine how the superseded data were derived.
 GA1277
 GA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA473433(NAD 83)
 GA1277_MARKER: DB = BENCH MARK DISK
 GA1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1277_STAMPING: M 4 1930 1264.853
 GA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1277+STABILITY: SURFACE MOTION
 GA1277
 GA1277  HISTORY     - Date     Condition        Report By
 GA1277  HISTORY     - 1930     MONUMENTED       CGS
 GA1277  HISTORY     - 1967     GOOD             NGS
 GA1277
 GA1277                          STATION DESCRIPTION
 GA1277
 GA1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1277'AT CHURCH HILL.
 GA1277'AT CHURCH HILL, 90 FEET EAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1277'RAILROAD FROM THE NORTHEAST CORNER OF THE STATION, 90 YARDS
 GA1277'EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND MAPLE
 GA1277'AVENUE, 0.1 MILE NORTHEAST OF MILEPOST 54, 33 FEET SOUTH OF THE
 GA1277'SOUTH RAIL OF THE MAIN TRACK, 12 FEET NORTH OF THE NORTH RAIL OF
 GA1277'A SIDETRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1277'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1154 ***********************************************************************
 FC1154  DESIGNATION -  M 40
 FC1154  PID         -  FC1154
 FC1154  STATE/COUNTY-  TN/MARION
 FC1154  USGS QUAD   -  KETNER GAP (1976)
 FC1154
 FC1154                         *CURRENT SURVEY CONTROL
 FC1154  ___________________________________________________________________
 FC1154* NAD 83(1986)-  35 08 50.     (N)    085 23 34.     (W)     SCALED    
 FC1154* NAVD 88     -       362.404  (meters)    1188.99   (feet)  ADJUSTED  
 FC1154  ___________________________________________________________________
 FC1154  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FC1154  DYNAMIC HT  -         362.041 (meters)    1187.80  (feet)  COMP
 FC1154  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 FC1154
 FC1154  VERT ORDER  -  SECOND    CLASS 0
 FC1154
 FC1154.The horizontal coordinates were scaled from a topographic map and have
 FC1154.an estimated accuracy of +/- 6 seconds.
 FC1154
 FC1154.The orthometric height was determined by differential leveling
 FC1154.and adjusted by the National Geodetic Survey in June 1991..
 FC1154
 FC1154.The geoid height was determined by GEOID03.
 FC1154
 FC1154.The dynamic height is computed by dividing the NAVD 88
 FC1154.geopotential number by the normal gravity value computed on the
 FC1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1154.degrees latitude (g = 980.6199 gals.).
 FC1154
 FC1154.The modeled gravity was interpolated from observed gravity values.
 FC1154
 FC1154;                    North         East    Units  Estimated Accuracy
 FC1154;SPC TN       -    90,470.      655,330.      MT  (+/- 180 meters Scaled)
 FC1154
 FC1154                          SUPERSEDED SURVEY CONTROL
 FC1154
 FC1154  NGVD 29 (??/??/92)  362.431  (m)         1189.08   (f) ADJ UNCH    2 0
 FC1154
 FC1154.Superseded values are not recommended for survey control.
 FC1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1154.See file dsdata.txt to determine how the superseded data were derived.
 FC1154
 FC1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD464905(NAD 83)
 FC1154_MARKER: DB = BENCH MARK DISK
 FC1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1154_SP_SET: CULVERT
 FC1154_STAMPING: M 40 1934
 FC1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1154
 FC1154  HISTORY     - Date     Condition        Report By
 FC1154  HISTORY     - 1934     MONUMENTED       CGS
 FC1154
 FC1154                          STATION DESCRIPTION
 FC1154
 FC1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1154'10 MI W FROM CHATTANOOGA.
 FC1154'IN MARION COUNTY, 10.0 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1154'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1154'HAMILTON COUNTY, 1.0 MILE WEST OF THE SUCK CREEK INN IN 1934,
 FC1154'AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST END OF THE
 FC1154'SOUTH HEADWALL.  A STANDARD DISK, STAMPED M 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1183 ***********************************************************************
 FC1183  DESIGNATION -  M 41
 FC1183  PID         -  FC1183
 FC1183  STATE/COUNTY-  TN/HAMILTON
 FC1183  USGS QUAD   -  CHATTANOOGA (1976)
 FC1183
 FC1183                         *CURRENT SURVEY CONTROL
 FC1183  ___________________________________________________________________
 FC1183* NAD 83(1986)-  35 02 54.     (N)    085 18 25.     (W)     SCALED    
 FC1183* NAVD 88     -       221.579  (meters)     726.96   (feet)  ADJUSTED  
 FC1183  ___________________________________________________________________
 FC1183  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1183  DYNAMIC HT  -         221.359 (meters)     726.24  (feet)  COMP
 FC1183  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 FC1183
 FC1183  VERT ORDER  -  FIRST     CLASS II
 FC1183
 FC1183.The horizontal coordinates were scaled from a topographic map and have
 FC1183.an estimated accuracy of +/- 6 seconds.
 FC1183
 FC1183.The orthometric height was determined by differential leveling
 FC1183.and adjusted by the National Geodetic Survey in June 1991..
 FC1183
 FC1183.The geoid height was determined by GEOID03.
 FC1183
 FC1183.The dynamic height is computed by dividing the NAVD 88
 FC1183.geopotential number by the normal gravity value computed on the
 FC1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1183.degrees latitude (g = 980.6199 gals.).
 FC1183
 FC1183.The modeled gravity was interpolated from observed gravity values.
 FC1183
 FC1183;                    North         East    Units  Estimated Accuracy
 FC1183;SPC TN       -    79,550.      663,230.      MT  (+/- 180 meters Scaled)
 FC1183
 FC1183                          SUPERSEDED SURVEY CONTROL
 FC1183
 FC1183  NGVD 29 (??/??/92)  221.612  (m)          727.07   (f) ADJ UNCH    1 2
 FC1183
 FC1183.Superseded values are not recommended for survey control.
 FC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1183.See file dsdata.txt to determine how the superseded data were derived.
 FC1183
 FC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD544797(NAD 83)
 FC1183_MARKER: DB = BENCH MARK DISK
 FC1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1183_STAMPING: M 41 1934
 FC1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1183+STABILITY: SURFACE MOTION
 FC1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1183+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 FC1183
 FC1183  HISTORY     - Date     Condition        Report By
 FC1183  HISTORY     - 1934     MONUMENTED       CGS
 FC1183  HISTORY     - 1950     GOOD             NGS
 FC1183  HISTORY     - 1972     GOOD             TVA
 FC1183  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1183  HISTORY     - 1989     GOOD             USPSQD
 FC1183  HISTORY     - 19980117 GOOD             USPSQD
 FC1183  HISTORY     - 20050109 GOOD             GEOCAC
 FC1183
 FC1183                          STATION DESCRIPTION
 FC1183
 FC1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1183'AT CHATTANOOGA.
 FC1183'AT CHATTANOOGA, AT THE INTERSECTION OF EAST 7TH STREET AND
 FC1183'GEORGIA AVENUE, AT THE SOUTH END OF THE ENTRANCE WALK TO THE
 FC1183'SOUTH ENTRANCE TO THE COUNTY COURT HOUSE, 6 FEET EAST OF THE
 FC1183'EAST EDGE OF THE WEST ONE OF TWO WALKS, 6 FEET WEST OF THE WEST
 FC1183'EDGE OF THE EAST ONE OF TWO WALKS, 0.8 FOOT NORTH OF THE NORTH
 FC1183'EDGE OF CONCRETE CURBING, 10 FEET NORTH OF THE TOP STEP OF STEPS
 FC1183'FROM STREET, ABOUT 4 1/2 FEET ABOVE GEORGIA AVENUE SIDEWALK,
 FC1183'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FC1183'GROUND.
 FC1183
 FC1183                          STATION RECOVERY (1972)
 FC1183
 FC1183'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1183'RECOVERED IN GOOD CONDITION.
 FC1183
 FC1183                          STATION RECOVERY (1983)
 FC1183
 FC1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1183'SEARCHED FOR, BUT NOT RECOVERED.
 FC1183
 FC1183                          STATION RECOVERY (1989)
 FC1183
 FC1183'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1183'RECOVERED IN GOOD CONDITION.
 FC1183
 FC1183                          STATION RECOVERY (1998)
 FC1183
 FC1183'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1183'RECOVERED IN GOOD CONDITION.
 FC1183
 FC1183                          STATION RECOVERY (2005)
 FC1183
 FC1183'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1183'HANDHELD COORDINATES ARE N35-02-55.14 W085-18-24.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1277 ***********************************************************************
 FB1277  DESIGNATION -  M 42
 FB1277  PID         -  FB1277
 FB1277  STATE/COUNTY-  TN/COCKE
 FB1277  USGS QUAD   -  JONES COVE (1978)
 FB1277
 FB1277                         *CURRENT SURVEY CONTROL
 FB1277  ___________________________________________________________________
 FB1277* NAD 83(1986)-  35 52 16.     (N)    083 15 54.     (W)     SCALED    
 FB1277* NAVD 88     -       401.04   (+/-2cm)    1315.7    (feet)  VERTCON   
 FB1277  ___________________________________________________________________
 FB1277  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1277
 FB1277  VERT ORDER  -  ? (See Below)
 FB1277
 FB1277.The horizontal coordinates were scaled from a topographic map and have
 FB1277.an estimated accuracy of +/- 6 seconds.
 FB1277
 FB1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1277.The vertical order pertains to the NGVD 29 superseded value.
 FB1277
 FB1277.The geoid height was determined by GEOID03.
 FB1277
 FB1277;                    North         East    Units  Estimated Accuracy
 FB1277;SPC TN       -   174,070.      846,950.      MT  (+/- 180 meters Scaled)
 FB1277
 FB1277                          SUPERSEDED SURVEY CONTROL
 FB1277
 FB1277  NGVD 29 (??/??/92)  401.195  (m)         1316.25   (f) ADJ UNCH    ?  
 FB1277
 FB1277.Superseded values are not recommended for survey control.
 FB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1277.See file dsdata.txt to determine how the superseded data were derived.
 FB1277
 FB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV955720(NAD 83)
 FB1277_MARKER: Q = CHISELED SQUARE
 FB1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1277_SP_SET: CULVERT
 FB1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1277
 FB1277  HISTORY     - Date     Condition        Report By
 FB1277  HISTORY     - UNK      MONUMENTED       TVA
 FB1277  HISTORY     - 1938     GOOD             TVA
 FB1277
 FB1277                          STATION DESCRIPTION
 FB1277
 FB1277'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1277'0.8 MI S FROM JENKINS CHURCH.
 FB1277'0.75 MILE SOUTH ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1277'COCKE COUNTY, 0.6 MILE SOUTH OF BREEDENS STORE, 1800 FEET WEST OF
 FB1277'BOGARD SCHOOL, 200 FEET SOUTHWEST OF THE JUNCTION OF A ROAD
 FB1277'LEADING EAST TO THE SCHOOL, AT A CULVERT, AND ON THE TOP OF THE
 FB1277'SOUTH SIDE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0980 ***********************************************************************
 FC0980  DESIGNATION -  M 42
 FC0980  PID         -  FC0980
 FC0980  STATE/COUNTY-  TN/BLEDSOE
 FC0980  USGS QUAD   -  MELVINE (1977)
 FC0980
 FC0980                         *CURRENT SURVEY CONTROL
 FC0980  ___________________________________________________________________
 FC0980* NAD 83(1986)-  35 43 00.     (N)    085 04 54.     (W)     SCALED    
 FC0980* NAVD 88     -       278.807  (meters)     914.72   (feet)  ADJUSTED  
 FC0980  ___________________________________________________________________
 FC0980  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FC0980  DYNAMIC HT  -         278.544 (meters)     913.86  (feet)  COMP
 FC0980  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC0980
 FC0980  VERT ORDER  -  SECOND    CLASS 0
 FC0980
 FC0980.The horizontal coordinates were scaled from a topographic map and have
 FC0980.an estimated accuracy of +/- 6 seconds.
 FC0980
 FC0980.The orthometric height was determined by differential leveling
 FC0980.and adjusted by the National Geodetic Survey in June 1991..
 FC0980
 FC0980.The geoid height was determined by GEOID03.
 FC0980
 FC0980.The dynamic height is computed by dividing the NAVD 88
 FC0980.geopotential number by the normal gravity value computed on the
 FC0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0980.degrees latitude (g = 980.6199 gals.).
 FC0980
 FC0980.The modeled gravity was interpolated from observed gravity values.
 FC0980
 FC0980;                    North         East    Units  Estimated Accuracy
 FC0980;SPC TN       -   153,870.      683,090.      MT  (+/- 180 meters Scaled)
 FC0980
 FC0980                          SUPERSEDED SURVEY CONTROL
 FC0980
 FC0980  NGVD 29 (??/??/92)  278.855  (m)          914.88   (f) ADJ UNCH    2 0
 FC0980
 FC0980.Superseded values are not recommended for survey control.
 FC0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0980.See file dsdata.txt to determine how the superseded data were derived.
 FC0980
 FC0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE735542(NAD 83)
 FC0980_MARKER: DB = BENCH MARK DISK
 FC0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0980_STAMPING: M 42 1934
 FC0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0980+STABILITY: SURFACE MOTION
 FC0980
 FC0980  HISTORY     - Date     Condition        Report By
 FC0980  HISTORY     - 1934     MONUMENTED       CGS
 FC0980  HISTORY     - 1934     GOOD             NGS
 FC0980
 FC0980                          STATION DESCRIPTION
 FC0980
 FC0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0980'10.3 MI N FROM PIKEVILLE.
 FC0980'10.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0980'COUNTY, 210 FEET WEST OF A SMALL BRIDGE, 30 FEET WEST OF THE
 FC0980'YARD FENCE OF THE W.T. TAYLOR RESIDENCE, 30 FEET NORTH OF THE
 FC0980'HIGHWAY.  A STANDARD DISK, STAMPED M 42 1934 AND SET IN THE
 FC0980'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1282 ***********************************************************************
 FB1282  DESIGNATION -  M 43
 FB1282  PID         -  FB1282
 FB1282  STATE/COUNTY-  TN/COCKE
 FB1282  USGS QUAD   -  JONES COVE (1978)
 FB1282
 FB1282                         *CURRENT SURVEY CONTROL
 FB1282  ___________________________________________________________________
 FB1282* NAD 83(1986)-  35 50 42.     (N)    083 16 36.     (W)     SCALED    
 FB1282* NAVD 88     -       389.96   (+/-2cm)    1279.4    (feet)  VERTCON   
 FB1282  ___________________________________________________________________
 FB1282  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1282
 FB1282  VERT ORDER  -  ? (See Below)
 FB1282
 FB1282.The horizontal coordinates were scaled from a topographic map and have
 FB1282.an estimated accuracy of +/- 6 seconds.
 FB1282
 FB1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1282.The vertical order pertains to the NGVD 29 superseded value.
 FB1282
 FB1282.The geoid height was determined by GEOID03.
 FB1282
 FB1282;                    North         East    Units  Estimated Accuracy
 FB1282;SPC TN       -   171,140.      845,980.      MT  (+/- 180 meters Scaled)
 FB1282
 FB1282                          SUPERSEDED SURVEY CONTROL
 FB1282
 FB1282  NGVD 29 (??/??/92)  390.117  (m)         1279.91   (f) ADJ UNCH    ?  
 FB1282
 FB1282.Superseded values are not recommended for survey control.
 FB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1282.See file dsdata.txt to determine how the superseded data were derived.
 FB1282
 FB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV943691(NAD 83)
 FB1282_MARKER: Q = CHISELED SQUARE
 FB1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1282_SP_SET: BRIDGE
 FB1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1282
 FB1282  HISTORY     - Date     Condition        Report By
 FB1282  HISTORY     - UNK      MONUMENTED       TVA
 FB1282  HISTORY     - 1938     GOOD             TVA
 FB1282
 FB1282                          STATION DESCRIPTION
 FB1282
 FB1282'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1282'3.2 MI SW FROM JENKINS CHURCH.
 FB1282'3.2 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1282'COCKE COUNTY, AT THE JUNCTION OF THE MIDDLE CREEK ROAD LEADING
 FB1282'EAST, 80 FEET NORTH OF THE S.E. GROOM STORE, AT AN OLD BRIDGE
 FB1282'OVER MIDDLE CREEK, AND ON THE TOP OF THE RIGHT-BANK DOWNSTREAM
 FB1282'ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1025 ***********************************************************************
 FC1025  DESIGNATION -  M 43
 FC1025  PID         -  FC1025
 FC1025  STATE/COUNTY-  TN/VAN BUREN
 FC1025  USGS QUAD   -  SPENCER (1974)
 FC1025
 FC1025                         *CURRENT SURVEY CONTROL
 FC1025  ___________________________________________________________________
 FC1025* NAD 83(1986)-  35 44 38.     (N)    085 23 37.     (W)     SCALED    
 FC1025* NAVD 88     -       278.198  (meters)     912.72   (feet)  ADJUSTED  
 FC1025  ___________________________________________________________________
 FC1025  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FC1025  DYNAMIC HT  -         277.938 (meters)     911.87  (feet)  COMP
 FC1025  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FC1025
 FC1025  VERT ORDER  -  SECOND    CLASS 0
 FC1025
 FC1025.The horizontal coordinates were scaled from a topographic map and have
 FC1025.an estimated accuracy of +/- 6 seconds.
 FC1025
 FC1025.The orthometric height was determined by differential leveling
 FC1025.and adjusted by the National Geodetic Survey in June 1991..
 FC1025
 FC1025.The geoid height was determined by GEOID03.
 FC1025
 FC1025.The dynamic height is computed by dividing the NAVD 88
 FC1025.geopotential number by the normal gravity value computed on the
 FC1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1025.degrees latitude (g = 980.6199 gals.).
 FC1025
 FC1025.The modeled gravity was interpolated from observed gravity values.
 FC1025
 FC1025;                    North         East    Units  Estimated Accuracy
 FC1025;SPC TN       -   156,670.      654,850.      MT  (+/- 180 meters Scaled)
 FC1025
 FC1025                          SUPERSEDED SURVEY CONTROL
 FC1025
 FC1025  NGVD 29 (??/??/92)  278.246  (m)          912.88   (f) ADJ UNCH    2 0
 FC1025
 FC1025.Superseded values are not recommended for survey control.
 FC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1025.See file dsdata.txt to determine how the superseded data were derived.
 FC1025
 FC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE452567(NAD 83)
 FC1025_MARKER: DB = BENCH MARK DISK
 FC1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1025_SP_SET: PIER
 FC1025_STAMPING: M 43 1934
 FC1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1025
 FC1025  HISTORY     - Date     Condition        Report By
 FC1025  HISTORY     - 1934     MONUMENTED       CGS
 FC1025  HISTORY     - 1952     GOOD             NGS
 FC1025
 FC1025                          STATION DESCRIPTION
 FC1025
 FC1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1025'5.2 MI S FROM SPENCER.
 FC1025'5.2 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1025'COUNTY, AT THE BRIDGE OVER CANEY CREEK, IN THE TOP OF THE SOUTH
 FC1025'END OF THE FIRST PIER FROM THE WEST END OF THE BRIDGE, AND ABOUT 2
 FC1025'FEET LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 FC1025'M 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1052 ***********************************************************************
 FC1052  DESIGNATION -  M 44
 FC1052  PID         -  FC1052
 FC1052  STATE/COUNTY-  TN/RHEA
 FC1052  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1052
 FC1052                         *CURRENT SURVEY CONTROL
 FC1052  ___________________________________________________________________
 FC1052* NAD 83(1986)-  35 30 40.     (N)    085 02 18.     (W)     SCALED    
 FC1052* NAVD 88     -       370.076  (meters)    1214.16   (feet)  ADJUSTED  
 FC1052  ___________________________________________________________________
 FC1052  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1052  DYNAMIC HT  -         369.716 (meters)    1212.98  (feet)  COMP
 FC1052  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 FC1052
 FC1052  VERT ORDER  -  SECOND    CLASS 0
 FC1052
 FC1052.The horizontal coordinates were scaled from a topographic map and have
 FC1052.an estimated accuracy of +/- 6 seconds.
 FC1052
 FC1052.The orthometric height was determined by differential leveling
 FC1052.and adjusted by the National Geodetic Survey in June 1991..
 FC1052
 FC1052.The geoid height was determined by GEOID03.
 FC1052
 FC1052.The dynamic height is computed by dividing the NAVD 88
 FC1052.geopotential number by the normal gravity value computed on the
 FC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1052.degrees latitude (g = 980.6199 gals.).
 FC1052
 FC1052.The modeled gravity was interpolated from observed gravity values.
 FC1052
 FC1052;                    North         East    Units  Estimated Accuracy
 FC1052;SPC TN       -   131,100.      687,240.      MT  (+/- 180 meters Scaled)
 FC1052
 FC1052                          SUPERSEDED SURVEY CONTROL
 FC1052
 FC1052  NGVD 29 (??/??/92)  370.144  (m)         1214.38   (f) ADJ UNCH    2 0
 FC1052
 FC1052.Superseded values are not recommended for survey control.
 FC1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1052.See file dsdata.txt to determine how the superseded data were derived.
 FC1052
 FC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE778314(NAD 83)
 FC1052_MARKER: DB = BENCH MARK DISK
 FC1052_SETTING: 66 = SET IN ROCK OUTCROP
 FC1052_SP_SET: BEDROCK
 FC1052_STAMPING: M 44 1934
 FC1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1052+STABILITY: POSITION/ELEVATION WELL
 FC1052
 FC1052  HISTORY     - Date     Condition        Report By
 FC1052  HISTORY     - 1934     MONUMENTED       CGS
 FC1052  HISTORY     - 1952     GOOD             NGS
 FC1052  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC1052
 FC1052                          STATION DESCRIPTION
 FC1052
 FC1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1052'2.6 MI NW FROM DAYTON.
 FC1052'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA
 FC1052'COUNTY, 150 FEET EAST OF A SPRING, 25 FEET WEST OF THE CENTERLINE
 FC1052'OF THE HIGHWAY, IN BEDROCK, AND LEVEL WITH THE HIGHWAY.  A
 FC1052'STANDARD DISK, STAMPED M 44 1934.
 FC1052
 FC1052                          STATION RECOVERY (1952)
 FC1052
 FC1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FC1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2308 ***********************************************************************
 GA2308  DESIGNATION -  M 45
 GA2308  PID         -  GA2308
 GA2308  STATE/COUNTY-  TN/KNOX
 GA2308  USGS QUAD   -  GRAVESTON (1987)
 GA2308
 GA2308                         *CURRENT SURVEY CONTROL
 GA2308  ___________________________________________________________________
 GA2308* NAD 83(1986)-  36 09 14.     (N)    083 46 55.     (W)     SCALED    
 GA2308* NAVD 88     -       318.322  (meters)    1044.36   (feet)  ADJUSTED  
 GA2308  ___________________________________________________________________
 GA2308  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2308  DYNAMIC HT  -         318.030 (meters)    1043.40  (feet)  COMP
 GA2308  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GA2308
 GA2308  VERT ORDER  -  SECOND    CLASS 0
 GA2308
 GA2308.The horizontal coordinates were scaled from a topographic map and have
 GA2308.an estimated accuracy of +/- 6 seconds.
 GA2308
 GA2308.The orthometric height was determined by differential leveling
 GA2308.and adjusted by the National Geodetic Survey in June 1991..
 GA2308
 GA2308.The geoid height was determined by GEOID03.
 GA2308
 GA2308.The dynamic height is computed by dividing the NAVD 88
 GA2308.geopotential number by the normal gravity value computed on the
 GA2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2308.degrees latitude (g = 980.6199 gals.).
 GA2308
 GA2308.The modeled gravity was interpolated from observed gravity values.
 GA2308
 GA2308;                    North         East    Units  Estimated Accuracy
 GA2308;SPC TN       -   204,250.      799,580.      MT  (+/- 180 meters Scaled)
 GA2308
 GA2308                          SUPERSEDED SURVEY CONTROL
 GA2308
 GA2308  NGVD 29 (??/??/92)  318.392  (m)         1044.59   (f) ADJ UNCH    2 0
 GA2308
 GA2308.Superseded values are not recommended for survey control.
 GA2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2308.See file dsdata.txt to determine how the superseded data were derived.
 GA2308
 GA2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA497046(NAD 83)
 GA2308_MARKER: DB = BENCH MARK DISK
 GA2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2308_STAMPING: M 45 1934
 GA2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2308+STABILITY: SURFACE MOTION
 GA2308
 GA2308  HISTORY     - Date     Condition        Report By
 GA2308  HISTORY     - 1934     MONUMENTED       CGS
 GA2308  HISTORY     - 1949     GOOD             NGS
 GA2308  HISTORY     - 1964     GOOD             NGS
 GA2308
 GA2308                          STATION DESCRIPTION
 GA2308
 GA2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2308'4 MI SW FROM LUTTRELL.
 GA2308'IN KNOX COUNTY, 4.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GA2308'FROM THE STATION AT LUTTRELL, UNION COUNTY, AT CORRYTON, 7-1/2
 GA2308'RAILS NORTH OF THE NORTH END OF THE STATION, 36 RAILS NORTH OF
 GA2308'MILEPOST 17, 3-1/2 RAILS NORTH OF A ROAD CROSSING, 3 RAILS NORTH
 GA2308'OF THE SOUTHWEST FENCE CORNER OF THE RAILROAD YARDS, 10 FEET EAST
 GA2308'OF THE TRACK, AND 16 INCHES WEST OF THE FENCE.  A STANDARD DISK,
 GA2308'STAMPED M 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA2308
 GA2308                          STATION RECOVERY (1964)
 GA2308
 GA2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2687 ***********************************************************************
 GA2687  DESIGNATION -  M 46
 GA2687  PID         -  GA2687
 GA2687  STATE/COUNTY-  TN/CLAIBORNE
 GA2687  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2687
 GA2687                         *CURRENT SURVEY CONTROL
 GA2687  ___________________________________________________________________
 GA2687* NAD 83(1986)-  36 34 34.     (N)    083 40 55.     (W)     SCALED    
 GA2687* NAVD 88     -       380.034  (meters)    1246.83   (feet)  ADJUSTED  
 GA2687  ___________________________________________________________________
 GA2687  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2687  DYNAMIC HT  -         379.701 (meters)    1245.74  (feet)  COMP
 GA2687  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 GA2687
 GA2687  VERT ORDER  -  SECOND    CLASS 0
 GA2687
 GA2687.The horizontal coordinates were scaled from a topographic map and have
 GA2687.an estimated accuracy of +/- 6 seconds.
 GA2687
 GA2687.The orthometric height was determined by differential leveling
 GA2687.and adjusted by the National Geodetic Survey in June 1991..
 GA2687
 GA2687.The geoid height was determined by GEOID03.
 GA2687
 GA2687.The dynamic height is computed by dividing the NAVD 88
 GA2687.geopotential number by the normal gravity value computed on the
 GA2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2687.degrees latitude (g = 980.6199 gals.).
 GA2687
 GA2687.The modeled gravity was interpolated from observed gravity values.
 GA2687
 GA2687;                    North         East    Units  Estimated Accuracy
 GA2687;SPC TN       -   251,300.      807,460.      MT  (+/- 180 meters Scaled)
 GA2687
 GA2687                          SUPERSEDED SURVEY CONTROL
 GA2687
 GA2687  NGVD 29 (??/??/92)  380.179  (m)         1247.30   (f) ADJ UNCH    2 0
 GA2687
 GA2687.Superseded values are not recommended for survey control.
 GA2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2687.See file dsdata.txt to determine how the superseded data were derived.
 GA2687
 GA2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA600511(NAD 83)
 GA2687_MARKER: DB = BENCH MARK DISK
 GA2687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2687_SP_SET: CULVERT
 GA2687_STAMPING: M 46 1934
 GA2687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2687
 GA2687  HISTORY     - Date     Condition        Report By
 GA2687  HISTORY     - 1934     MONUMENTED       CGS
 GA2687
 GA2687                          STATION DESCRIPTION
 GA2687
 GA2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2687'1.7 MI S FROM CUMBERLAND GAP.
 GA2687'1.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2687'CUMBERLAND GAP, CLAIBORNE COUNTY, 0.5 MILE SOUTH OF TIPRELL,
 GA2687'20 RAILS NORTH OF MILEPOST 63, AT A CULVERT, AND IN THE TOP OF
 GA2687'THE NORTH END OF THE WEST CONCRETE HEADWALL.  A STANDARD DISK,
 GA2687'STAMPED M 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1155 ***********************************************************************
 FB1155  DESIGNATION -  M 47
 FB1155  PID         -  FB1155
 FB1155  STATE/COUNTY-  TN/JEFFERSON
 FB1155  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1155
 FB1155                         *CURRENT SURVEY CONTROL
 FB1155  ___________________________________________________________________
 FB1155* NAD 83(1986)-  35 57 18.     (N)    083 17 26.     (W)     SCALED    
 FB1155* NAVD 88     -       397.175  (meters)    1303.07   (feet)  ADJUSTED  
 FB1155  ___________________________________________________________________
 FB1155  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1155  DYNAMIC HT  -         396.801 (meters)    1301.84  (feet)  COMP
 FB1155  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FB1155
 FB1155  VERT ORDER  -  SECOND    CLASS 0
 FB1155
 FB1155.The horizontal coordinates were scaled from a topographic map and have
 FB1155.an estimated accuracy of +/- 6 seconds.
 FB1155
 FB1155.The orthometric height was determined by differential leveling
 FB1155.and adjusted by the National Geodetic Survey in June 1991..
 FB1155
 FB1155.The geoid height was determined by GEOID03.
 FB1155
 FB1155.The dynamic height is computed by dividing the NAVD 88
 FB1155.geopotential number by the normal gravity value computed on the
 FB1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1155.degrees latitude (g = 980.6199 gals.).
 FB1155
 FB1155.The modeled gravity was interpolated from observed gravity values.
 FB1155
 FB1155;                    North         East    Units  Estimated Accuracy
 FB1155;SPC TN       -   183,310.      844,390.      MT  (+/- 180 meters Scaled)
 FB1155
 FB1155                          SUPERSEDED SURVEY CONTROL
 FB1155
 FB1155  NGVD 29 (??/??/92)  397.335  (m)         1303.59   (f) ADJ UNCH    2 0
 FB1155
 FB1155.Superseded values are not recommended for survey control.
 FB1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1155.See file dsdata.txt to determine how the superseded data were derived.
 FB1155
 FB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV934813(NAD 83)
 FB1155_MARKER: DB = BENCH MARK DISK
 FB1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1155_STAMPING: M 47 1934
 FB1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1155+STABILITY: SURFACE MOTION
 FB1155
 FB1155  HISTORY     - Date     Condition        Report By
 FB1155  HISTORY     - 1934     MONUMENTED       CGS
 FB1155  HISTORY     - 1961     GOOD             NGS
 FB1155
 FB1155                          STATION DESCRIPTION
 FB1155
 FB1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1155'7 MI SW FROM NEWPORT.
 FB1155'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FB1155'411, (ABOUT 5 MILES WEST OF NEWPORT), GO 1.95 MILES SOUTHWEST
 FB1155'ON U.S. HIGHWAY 411.  THE BENCH MARK IS ABOUT 0.05 MILE EAST OF
 FB1155'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTH, ON MITCHEL STRAINS
 FB1155'PROPERTY, ABOUT 1.5 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FB1155'YARD AND 40 FT. NORTH OF THE CENTER OF U.S. HIGHWAY 411.  THE
 FB1155'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 FB1155'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0968 ***********************************************************************
 GB0968  DESIGNATION -  M 48
 GB0968  PID         -  GB0968
 GB0968  STATE/COUNTY-  TN/FENTRESS
 GB0968  USGS QUAD   -  GRIMSLEY (1984)
 GB0968
 GB0968                         *CURRENT SURVEY CONTROL
 GB0968  ___________________________________________________________________
 GB0968* NAD 83(1986)-  36 22 17.     (N)    084 56 37.     (W)     SCALED    
 GB0968* NAVD 88     -       511.184  (meters)    1677.11   (feet)  ADJUSTED  
 GB0968  ___________________________________________________________________
 GB0968  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB0968  DYNAMIC HT  -         510.734 (meters)    1675.63  (feet)  COMP
 GB0968  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB0968
 GB0968  VERT ORDER  -  SECOND    CLASS 0
 GB0968
 GB0968.The horizontal coordinates were scaled from a topographic map and have
 GB0968.an estimated accuracy of +/- 6 seconds.
 GB0968
 GB0968.The orthometric height was determined by differential leveling
 GB0968.and adjusted by the National Geodetic Survey in June 1991..
 GB0968
 GB0968.The geoid height was determined by GEOID03.
 GB0968
 GB0968.The dynamic height is computed by dividing the NAVD 88
 GB0968.geopotential number by the normal gravity value computed on the
 GB0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0968.degrees latitude (g = 980.6199 gals.).
 GB0968
 GB0968.The modeled gravity was interpolated from observed gravity values.
 GB0968
 GB0968;                    North         East    Units  Estimated Accuracy
 GB0968;SPC TN       -   226,640.      694,800.      MT  (+/- 180 meters Scaled)
 GB0968
 GB0968                          SUPERSEDED SURVEY CONTROL
 GB0968
 GB0968  NGVD 29 (??/??/92)  511.289  (m)         1677.45   (f) ADJ UNCH    2 0
 GB0968
 GB0968.Superseded values are not recommended for survey control.
 GB0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0968.See file dsdata.txt to determine how the superseded data were derived.
 GB0968
 GB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF844271(NAD 83)
 GB0968_MARKER: DB = BENCH MARK DISK
 GB0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0968_STAMPING: M 48 1934
 GB0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0968+STABILITY: SURFACE MOTION
 GB0968
 GB0968  HISTORY     - Date     Condition        Report By
 GB0968  HISTORY     - 1934     MONUMENTED       CGS
 GB0968
 GB0968                          STATION DESCRIPTION
 GB0968
 GB0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0968'7.8 MI NE FROM GRIMSLEY.
 GB0968'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMSLEY,
 GB0968'FENTRESS COUNTY, 400 FEET NORTHEAST OF A SMALL STORE AND LUNCH
 GB0968'COUNTER, OPPOSITE A SAWMILL, AND 26 FEET EAST OF THE CENTERLINE
 GB0968'OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 48 1934 AND SET
 GB0968'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0536 ***********************************************************************
 GB0536  DESIGNATION -  M 49
 GB0536  PID         -  GB0536
 GB0536  STATE/COUNTY-  TN/SCOTT
 GB0536  USGS QUAD   -  HUNTSVILLE (1987)
 GB0536
 GB0536                         *CURRENT SURVEY CONTROL
 GB0536  ___________________________________________________________________
 GB0536* NAD 83(1986)-  36 24 13.     (N)    084 26 59.     (W)     SCALED    
 GB0536* NAVD 88     -       364.029  (meters)    1194.32   (feet)  ADJUSTED  
 GB0536  ___________________________________________________________________
 GB0536  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GB0536  DYNAMIC HT  -         363.721 (meters)    1193.31  (feet)  COMP
 GB0536  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GB0536
 GB0536  VERT ORDER  -  SECOND    CLASS 0
 GB0536
 GB0536.The horizontal coordinates were scaled from a topographic map and have
 GB0536.an estimated accuracy of +/- 6 seconds.
 GB0536
 GB0536.The orthometric height was determined by differential leveling
 GB0536.and adjusted by the National Geodetic Survey in June 1991..
 GB0536
 GB0536.The geoid height was determined by GEOID03.
 GB0536
 GB0536.The dynamic height is computed by dividing the NAVD 88
 GB0536.geopotential number by the normal gravity value computed on the
 GB0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0536.degrees latitude (g = 980.6199 gals.).
 GB0536
 GB0536.The modeled gravity was interpolated from observed gravity values.
 GB0536
 GB0536;                    North         East    Units  Estimated Accuracy
 GB0536;SPC TN       -   230,800.      739,060.      MT  (+/- 180 meters Scaled)
 GB0536
 GB0536                          SUPERSEDED SURVEY CONTROL
 GB0536
 GB0536  NGVD 29 (??/??/92)  364.158  (m)         1194.74   (f) ADJ UNCH    2 0
 GB0536
 GB0536.Superseded values are not recommended for survey control.
 GB0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0536.See file dsdata.txt to determine how the superseded data were derived.
 GB0536
 GB0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF286317(NAD 83)
 GB0536_MARKER: DB = BENCH MARK DISK
 GB0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0536_SP_SET: BRIDGE
 GB0536_STAMPING: M 49 1934
 GB0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0536
 GB0536  HISTORY     - Date     Condition        Report By
 GB0536  HISTORY     - 1934     MONUMENTED       CGS
 GB0536
 GB0536                          STATION DESCRIPTION
 GB0536
 GB0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0536'2.3 MI E FROM HUNTSVILLE.
 GB0536'2.3 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT COUNTY,
 GB0536'AT THE BRIDGE OVER PAINT ROCK CREEK, AND IN THE TOP OF THE
 GB0536'SOUTHEAST CONCRETE WING WALL.  A STANDARD DISK, STAMPED M 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0585 ***********************************************************************
 GB0585  DESIGNATION -  M 50
 GB0585  PID         -  GB0585
 GB0585  STATE/COUNTY-  TN/ANDERSON
 GB0585  USGS QUAD   -  LAKE CITY (1973)
 GB0585
 GB0585                         *CURRENT SURVEY CONTROL
 GB0585  ___________________________________________________________________
 GB0585* NAD 83(1986)-  36 08 31.     (N)    084 07 39.     (W)     SCALED    
 GB0585* NAVD 88     -       254.165  (meters)     833.87   (feet)  ADJUSTED  
 GB0585  ___________________________________________________________________
 GB0585  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB0585  DYNAMIC HT  -         253.935 (meters)     833.12  (feet)  COMP
 GB0585  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0585
 GB0585  VERT ORDER  -  SECOND    CLASS 0
 GB0585
 GB0585.The horizontal coordinates were scaled from a topographic map and have
 GB0585.an estimated accuracy of +/- 6 seconds.
 GB0585
 GB0585.The orthometric height was determined by differential leveling
 GB0585.and adjusted by the National Geodetic Survey in June 1991..
 GB0585
 GB0585.The geoid height was determined by GEOID03.
 GB0585
 GB0585.The dynamic height is computed by dividing the NAVD 88
 GB0585.geopotential number by the normal gravity value computed on the
 GB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0585.degrees latitude (g = 980.6199 gals.).
 GB0585
 GB0585.The modeled gravity was interpolated from observed gravity values.
 GB0585
 GB0585;                    North         East    Units  Estimated Accuracy
 GB0585;SPC TN       -   202,280.      768,510.      MT  (+/- 180 meters Scaled)
 GB0585
 GB0585                          SUPERSEDED SURVEY CONTROL
 GB0585
 GB0585  NGVD 29 (??/??/92)  254.302  (m)          834.32   (f) ADJ UNCH    2 0
 GB0585
 GB0585.Superseded values are not recommended for survey control.
 GB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0585.See file dsdata.txt to determine how the superseded data were derived.
 GB0585
 GB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF584035(NAD 83)
 GB0585_MARKER: DB = BENCH MARK DISK
 GB0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0585_STAMPING: M 50 1934
 GB0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0585+STABILITY: SURFACE MOTION
 GB0585
 GB0585  HISTORY     - Date     Condition        Report By
 GB0585  HISTORY     - 1934     MONUMENTED       CGS
 GB0585  HISTORY     - 1949     GOOD             NGS
 GB0585
 GB0585                          STATION DESCRIPTION
 GB0585
 GB0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0585'3.2 MI N FROM CLINTON.
 GB0585'3.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0585'AT CLINTON, ANDERSON COUNTY, 13 RAILS NORTH OF MILEPOST 24,
 GB0585'55 FEET SOUTH OF THE CROSSING OF A SMALL STREAM, 79.2 FEET
 GB0585'NORTHWEST OF A 16-INCH ELM TREE, 63.6 FEET NORTHEAST OF A
 GB0585'SMALL STREAM, 79.2 FEET NORTHWEST OF A 16-INCH PARADISE TREE,
 GB0585'AND 11.4 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 GB0585'M 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2610 ***********************************************************************
 GA2610  DESIGNATION -  M 51
 GA2610  PID         -  GA2610
 GA2610  STATE/COUNTY-  TN/CAMPBELL
 GA2610  USGS QUAD   -  EAGAN (1953)
 GA2610
 GA2610                         *CURRENT SURVEY CONTROL
 GA2610  ___________________________________________________________________
 GA2610* NAD 83(1986)-  36 32 47.     (N)    083 59 36.     (W)     SCALED    
 GA2610* NAVD 88     -       331.246  (meters)    1086.76   (feet)  ADJUSTED  
 GA2610  ___________________________________________________________________
 GA2610  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GA2610  DYNAMIC HT  -         330.958 (meters)    1085.82  (feet)  COMP
 GA2610  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 GA2610
 GA2610  VERT ORDER  -  SECOND    CLASS 0
 GA2610
 GA2610.The horizontal coordinates were scaled from a topographic map and have
 GA2610.an estimated accuracy of +/- 6 seconds.
 GA2610
 GA2610.The orthometric height was determined by differential leveling
 GA2610.and adjusted by the National Geodetic Survey in June 1991..
 GA2610
 GA2610.The geoid height was determined by GEOID03.
 GA2610
 GA2610.The dynamic height is computed by dividing the NAVD 88
 GA2610.geopotential number by the normal gravity value computed on the
 GA2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2610.degrees latitude (g = 980.6199 gals.).
 GA2610
 GA2610.The modeled gravity was interpolated from observed gravity values.
 GA2610
 GA2610;                    North         East    Units  Estimated Accuracy
 GA2610;SPC TN       -   247,390.      779,660.      MT  (+/- 180 meters Scaled)
 GA2610
 GA2610                          SUPERSEDED SURVEY CONTROL
 GA2610
 GA2610  NGVD 29 (??/??/92)  331.391  (m)         1087.24   (f) ADJ UNCH    2 0
 GA2610
 GA2610.Superseded values are not recommended for survey control.
 GA2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2610.See file dsdata.txt to determine how the superseded data were derived.
 GA2610
 GA2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA320487(NAD 83)
 GA2610_MARKER: DB = BENCH MARK DISK
 GA2610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2610_SP_SET: BRIDGE
 GA2610_STAMPING: M 51 1934
 GA2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2610
 GA2610  HISTORY     - Date     Condition        Report By
 GA2610  HISTORY     - 1934     MONUMENTED       CGS
 GA2610  HISTORY     - 1935     GOOD             NGS
 GA2610
 GA2610                          STATION DESCRIPTION
 GA2610
 GA2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA2610'0.3 MI W FROM ANTHRAS.
 GA2610'0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM ANTHRAS, CAMPBELL
 GA2610'COUNTY, AT THE STATE HIGHWAY BRIDGE OVER CLEAR FORK CREEK, IN
 GA2610'THE TOP OF THE NORTHWEST WING WALL OF THE NORTH ABUTMENT, AND 45
 GA2610'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED M 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0385 ***********************************************************************
 GA0385  DESIGNATION -  M 52
 GA0385  PID         -  GA0385
 GA0385  STATE/COUNTY-  TN/WASHINGTON
 GA0385  USGS QUAD   -  JOHNSON CITY (1968)
 GA0385
 GA0385                         *CURRENT SURVEY CONTROL
 GA0385  ___________________________________________________________________
 GA0385* NAD 83(1986)-  36 18 14.     (N)    082 20 18.     (W)     SCALED    
 GA0385* NAVD 88     -       509.411  (meters)    1671.29   (feet)  ADJUSTED  
 GA0385  ___________________________________________________________________
 GA0385  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0385  DYNAMIC HT  -         508.927 (meters)    1669.70  (feet)  COMP
 GA0385  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 GA0385
 GA0385  VERT ORDER  -  SECOND    CLASS 0
 GA0385
 GA0385.The horizontal coordinates were scaled from a topographic map and have
 GA0385.an estimated accuracy of +/- 6 seconds.
 GA0385
 GA0385.The orthometric height was determined by differential leveling
 GA0385.and adjusted by the National Geodetic Survey in June 1991..
 GA0385
 GA0385.The geoid height was determined by GEOID03.
 GA0385
 GA0385.The dynamic height is computed by dividing the NAVD 88
 GA0385.geopotential number by the normal gravity value computed on the
 GA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0385.degrees latitude (g = 980.6199 gals.).
 GA0385
 GA0385.The modeled gravity was interpolated from observed gravity values.
 GA0385
 GA0385;                    North         East    Units  Estimated Accuracy
 GA0385;SPC TN       -   224,790.      928,800.      MT  (+/- 180 meters Scaled)
 GA0385
 GA0385                          SUPERSEDED SURVEY CONTROL
 GA0385
 GA0385  NGVD 29 (??/??/92)  509.553  (m)         1671.76   (f) ADJ UNCH    2 0
 GA0385
 GA0385.Superseded values are not recommended for survey control.
 GA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0385.See file dsdata.txt to determine how the superseded data were derived.
 GA0385
 GA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA798184(NAD 83)
 GA0385_MARKER: DB = BENCH MARK DISK
 GA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0385_STAMPING: M 52 1934
 GA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0385+STABILITY: SURFACE MOTION
 GA0385
 GA0385  HISTORY     - Date     Condition        Report By
 GA0385  HISTORY     - 1934     MONUMENTED       CGS
 GA0385  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0385
 GA0385                          STATION DESCRIPTION
 GA0385
 GA0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0385'1.9 MI S FROM JOHNSON CITY.
 GA0385'1.9 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION AT
 GA0385'JOHNSON CITY, WASHINGTON COUNTY, 9-1/2 RAILS SOUTH OF THE
 GA0385'UNDERPASS OF U.S. HIGHWAY 19 W, 6 RAILS NORTH OF A BRIDGE, 18 FEET
 GA0385'WEST OF THE CENTERLINE OF THE TRACK, AND 15 FEET NORTHEAST OF A
 GA0385'POLE.  A STANDARD DISK, STAMPED M 52 1934 AND SET IN THE TOP OF A
 GA0385'CONCRETE POST.
 GA0385
 GA0385                          STATION RECOVERY (2001)
 GA0385
 GA0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0389 ***********************************************************************
 FC0389  DESIGNATION -  M 53
 FC0389  PID         -  FC0389
 FC0389  STATE/COUNTY-  TN/BRADLEY
 FC0389  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0389
 FC0389                         *CURRENT SURVEY CONTROL
 FC0389  ___________________________________________________________________
 FC0389* NAD 83(1986)-  35 12 29.     (N)    084 48 19.     (W)     SCALED    
 FC0389* NAVD 88     -       243.036  (meters)     797.36   (feet)  ADJUSTED  
 FC0389  ___________________________________________________________________
 FC0389  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0389  DYNAMIC HT  -         242.797 (meters)     796.58  (feet)  COMP
 FC0389  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0389
 FC0389  VERT ORDER  -  FIRST     CLASS I
 FC0389
 FC0389.The horizontal coordinates were scaled from a topographic map and have
 FC0389.an estimated accuracy of +/- 6 seconds.
 FC0389
 FC0389.The orthometric height was determined by differential leveling
 FC0389.and adjusted by the National Geodetic Survey in June 1991..
 FC0389
 FC0389.The geoid height was determined by GEOID03.
 FC0389
 FC0389.The dynamic height is computed by dividing the NAVD 88
 FC0389.geopotential number by the normal gravity value computed on the
 FC0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0389.degrees latitude (g = 980.6199 gals.).
 FC0389
 FC0389.The modeled gravity was interpolated from observed gravity values.
 FC0389
 FC0389;                    North         East    Units  Estimated Accuracy
 FC0389;SPC TN       -    97,720.      708,790.      MT  (+/- 180 meters Scaled)
 FC0389
 FC0389                          SUPERSEDED SURVEY CONTROL
 FC0389
 FC0389  NGVD 29 (??/??/92)  243.061  (m)          797.44   (f) ADJ UNCH    1 1
 FC0389
 FC0389.Superseded values are not recommended for survey control.
 FC0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0389.See file dsdata.txt to determine how the superseded data were derived.
 FC0389
 FC0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD997983(NAD 83)
 FC0389_MARKER: DD = SURVEY DISK
 FC0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0389_SP_SET: CULVERT
 FC0389_STAMPING: TENN M 53 23
 FC0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0389
 FC0389  HISTORY     - Date     Condition        Report By
 FC0389  HISTORY     - UNK      MONUMENTED       USGS
 FC0389  HISTORY     - 1968     GOOD             NGS
 FC0389  HISTORY     - 1983     GOOD             USPSQD
 FC0389
 FC0389                          STATION DESCRIPTION
 FC0389
 FC0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0389'5.7 MI NE FROM CLEVELAND.
 FC0389'ABOUT 5.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0389'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF A BLACKTOP
 FC0389'ROAD CROSSING AT THE SMALL VILLAGE OF TASSO, ABOUT 0.1 MILE
 FC0389'NORTHEAST OF MILEPOST 207, SET IN THE TOP AND DIRECTLEY IN THE
 FC0389'CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF TWO 24-INCH PIPES
 FC0389'FORMING A CULVERT UNDER THE TRACK, 19.8 FEET NORTHWEST OF AND
 FC0389'ACROSS A SIDE-TRACK FROM THE NORTHWEST RAIL OF THE MAIN TRACK,
 FC0389'6.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SIDETRACK AND
 FC0389'ABOUT 2 FEET BELOW THE LEVEL OF THE MAIN TRACK.
 FC0389
 FC0389                          STATION RECOVERY (1983)
 FC0389
 FC0389'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1323 ***********************************************************************
 FB1323  DESIGNATION -  M 54
 FB1323  PID         -  FB1323
 FB1323  STATE/COUNTY-  TN/COCKE
 FB1323  USGS QUAD   -  WATERVILLE (1968)
 FB1323
 FB1323                         *CURRENT SURVEY CONTROL
 FB1323  ___________________________________________________________________
 FB1323* NAD 83(1986)-  35 51 05.     (N)    083 06 05.     (W)     SCALED    
 FB1323* NAVD 88     -       515.97   (+/-2cm)    1692.8    (feet)  VERTCON   
 FB1323  ___________________________________________________________________
 FB1323  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1323
 FB1323  VERT ORDER  -  ? (See Below)
 FB1323
 FB1323.The horizontal coordinates were scaled from a topographic map and have
 FB1323.an estimated accuracy of +/- 6 seconds.
 FB1323
 FB1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1323.The vertical order pertains to the NGVD 29 superseded value.
 FB1323
 FB1323.The geoid height was determined by GEOID03.
 FB1323
 FB1323;                    North         East    Units  Estimated Accuracy
 FB1323;SPC TN       -   172,300.      861,790.      MT  (+/- 180 meters Scaled)
 FB1323
 FB1323                          SUPERSEDED SURVEY CONTROL
 FB1323
 FB1323  NGVD 29 (??/??/92)  516.114  (m)         1693.28   (f) ADJ UNCH    ?  
 FB1323
 FB1323.Superseded values are not recommended for survey control.
 FB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1323.See file dsdata.txt to determine how the superseded data were derived.
 FB1323
 FB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV102695(NAD 83)
 FB1323_MARKER: Q = CHISELED SQUARE
 FB1323_SETTING: 80 = SET IN A BOULDER
 FB1323_SP_SET: BOULDER
 FB1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1323+STABILITY: SURFACE MOTION
 FB1323
 FB1323  HISTORY     - Date     Condition        Report By
 FB1323  HISTORY     - UNK      MONUMENTED       TVA
 FB1323  HISTORY     - 1938     GOOD             TVA
 FB1323
 FB1323                          STATION DESCRIPTION
 FB1323
 FB1323'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1323'11.2 MI SW FROM DEL RIO.
 FB1323'11.2 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM
 FB1323'THE JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO,
 FB1323'COCKE COUNTY, AT RAVEN FORK, 100 FEET SOUTH OF A MILL BUILDING,
 FB1323'JUST WEST OF A T-ROAD JUNCTION, ON THE EAST SIDE OF THE ROAD,
 FB1323'AND ON THE HIGH POINT OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0159 ***********************************************************************
 FC0159  DESIGNATION -  M 54
 FC0159  PID         -  FC0159
 FC0159  STATE/COUNTY-  TN/MONROE
 FC0159  USGS QUAD   -  TALLASSEE (1985)
 FC0159
 FC0159                         *CURRENT SURVEY CONTROL
 FC0159  ___________________________________________________________________
 FC0159* NAD 83(1986)-  35 33 47.     (N)    084 06 46.     (W)     SCALED    
 FC0159* NAVD 88     -       249.605  (meters)     818.91   (feet)  ADJUSTED  
 FC0159  ___________________________________________________________________
 FC0159  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0159  DYNAMIC HT  -         249.366 (meters)     818.13  (feet)  COMP
 FC0159  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 FC0159
 FC0159  VERT ORDER  -  SECOND    CLASS 0
 FC0159
 FC0159.The horizontal coordinates were scaled from a topographic map and have
 FC0159.an estimated accuracy of +/- 6 seconds.
 FC0159
 FC0159.The orthometric height was determined by differential leveling
 FC0159.and adjusted by the National Geodetic Survey in June 1991..
 FC0159
 FC0159.The geoid height was determined by GEOID03.
 FC0159
 FC0159.The dynamic height is computed by dividing the NAVD 88
 FC0159.geopotential number by the normal gravity value computed on the
 FC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0159.degrees latitude (g = 980.6199 gals.).
 FC0159
 FC0159.The modeled gravity was interpolated from observed gravity values.
 FC0159
 FC0159;                    North         East    Units  Estimated Accuracy
 FC0159;SPC TN       -   138,090.      771,080.      MT  (+/- 180 meters Scaled)
 FC0159
 FC0159                          SUPERSEDED SURVEY CONTROL
 FC0159
 FC0159  NGVD 29 (??/??/92)  249.727  (m)          819.31   (f) ADJ UNCH    2 0
 FC0159
 FC0159.Superseded values are not recommended for survey control.
 FC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0159.See file dsdata.txt to determine how the superseded data were derived.
 FC0159
 FC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE616393(NAD 83)
 FC0159_MARKER: DB = BENCH MARK DISK
 FC0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0159_STAMPING: M 54 1934
 FC0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0159+STABILITY: SURFACE MOTION
 FC0159
 FC0159  HISTORY     - Date     Condition        Report By
 FC0159  HISTORY     - 1934     MONUMENTED       CGS
 FC0159
 FC0159                          STATION DESCRIPTION
 FC0159
 FC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0159'AT BACONS FERRY.
 FC0159'AT BACONS FERRY, MONROE COUNTY, 45 FEET NORTH OF THE NORTH END
 FC0159'OF THE ABANDONED SOUTHERN RAILWAY STATION, 120 FEET SOUTH OF
 FC0159'MILEPOST 18, 40 FEET NORTH OF THE GATE TO A FARMHOUSE, ON THE
 FC0159'BANK EAST OF THE DITCH, AND 18 FEET EAST OF THE CENTERLINE
 FC0159'OF THE TRACK.  A STANDARD DISK, STAMPED M 54 1934 AND SET IN
 FC0159'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 FC0159'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0410 ***********************************************************************
 FC0410  DESIGNATION -  M 54
 FC0410  PID         -  FC0410
 FC0410  STATE/COUNTY-  TN/BRADLEY
 FC0410  USGS QUAD   -  CHARLESTON (1980)
 FC0410
 FC0410                         *CURRENT SURVEY CONTROL
 FC0410  ___________________________________________________________________
 FC0410* NAD 83(1986)-  35 17 18.     (N)    084 45 10.     (W)     SCALED    
 FC0410* NAVD 88     -       216.305  (meters)     709.66   (feet)  ADJUSTED  
 FC0410  ___________________________________________________________________
 FC0410  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0410  DYNAMIC HT  -         216.093 (meters)     708.97  (feet)  COMP
 FC0410  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0410
 FC0410  VERT ORDER  -  FIRST     CLASS I
 FC0410
 FC0410.The horizontal coordinates were scaled from a topographic map and have
 FC0410.an estimated accuracy of +/- 6 seconds.
 FC0410
 FC0410.The orthometric height was determined by differential leveling
 FC0410.and adjusted by the National Geodetic Survey in June 1991..
 FC0410
 FC0410.The geoid height was determined by GEOID03.
 FC0410
 FC0410.The dynamic height is computed by dividing the NAVD 88
 FC0410.geopotential number by the normal gravity value computed on the
 FC0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0410.degrees latitude (g = 980.6199 gals.).
 FC0410
 FC0410.The modeled gravity was interpolated from observed gravity values.
 FC0410
 FC0410;                    North         East    Units  Estimated Accuracy
 FC0410;SPC TN       -   106,680.      713,450.      MT  (+/- 180 meters Scaled)
 FC0410
 FC0410                          SUPERSEDED SURVEY CONTROL
 FC0410
 FC0410  NGVD 29 (??/??/92)  216.341  (m)          709.78   (f) ADJ UNCH    1 1
 FC0410
 FC0410.Superseded values are not recommended for survey control.
 FC0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0410.See file dsdata.txt to determine how the superseded data were derived.
 FC0410
 FC0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE043073(NAD 83)
 FC0410_MARKER: DD = SURVEY DISK
 FC0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0410_SP_SET: BRIDGE
 FC0410_STAMPING: TENN M 23
 FC0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0410
 FC0410  HISTORY     - Date     Condition        Report By
 FC0410  HISTORY     - UNK      MONUMENTED       USGS
 FC0410  HISTORY     - 1968     GOOD             NGS
 FC0410
 FC0410                          STATION DESCRIPTION
 FC0410
 FC0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0410'AT CHARLESTON.
 FC0410'AT CHARLESTON, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN
 FC0410'RAILWAY FROM THE STATION, SET IN THE TOP OF THE NORTHWEST END
 FC0410'OF THE SOUTHWEST ABUTMENT OF THE RAILWAY BRIDGE OVER THE HIWASSEE
 FC0410'RIVER, 12 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 1/2 FEET
 FC0410'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT AND ABOUT 6 FEET
 FC0410'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1569 ***********************************************************************
 GA1569  DESIGNATION -  M 55
 GA1569  PID         -  GA1569
 GA1569  STATE/COUNTY-  TN/HAWKINS
 GA1569  USGS QUAD   -  KYLES FORD (1969)
 GA1569
 GA1569                         *CURRENT SURVEY CONTROL
 GA1569  ___________________________________________________________________
 GA1569* NAD 83(1986)-  36 30 20.     (N)    083 01 23.     (W)     SCALED    
 GA1569* NAVD 88     -       601.386  (meters)    1973.05   (feet)  ADJUSTED  
 GA1569  ___________________________________________________________________
 GA1569  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1569  DYNAMIC HT  -         600.843 (meters)    1971.27  (feet)  COMP
 GA1569  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA1569
 GA1569  VERT ORDER  -  SECOND    CLASS 0
 GA1569
 GA1569.The horizontal coordinates were scaled from a topographic map and have
 GA1569.an estimated accuracy of +/- 6 seconds.
 GA1569
 GA1569.The orthometric height was determined by differential leveling
 GA1569.and adjusted by the National Geodetic Survey in June 1991..
 GA1569
 GA1569.The geoid height was determined by GEOID03.
 GA1569
 GA1569.The dynamic height is computed by dividing the NAVD 88
 GA1569.geopotential number by the normal gravity value computed on the
 GA1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1569.degrees latitude (g = 980.6199 gals.).
 GA1569
 GA1569.The modeled gravity was interpolated from observed gravity values.
 GA1569
 GA1569;                    North         East    Units  Estimated Accuracy
 GA1569;SPC TN       -   245,070.      866,650.      MT  (+/- 180 meters Scaled)
 GA1569
 GA1569                          SUPERSEDED SURVEY CONTROL
 GA1569
 GA1569  NGVD 29 (??/??/92)  601.532  (m)         1973.53   (f) ADJ UNCH    2 0
 GA1569
 GA1569.Superseded values are not recommended for survey control.
 GA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1569.See file dsdata.txt to determine how the superseded data were derived.
 GA1569
 GA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA188419(NAD 83)
 GA1569_MARKER: DB = BENCH MARK DISK
 GA1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1569_STAMPING: M 55 1934
 GA1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1569+STABILITY: SURFACE MOTION
 GA1569
 GA1569  HISTORY     - Date     Condition        Report By
 GA1569  HISTORY     - 1934     MONUMENTED       CGS
 GA1569  HISTORY     - 1935     GOOD             NGS
 GA1569
 GA1569                          STATION DESCRIPTION
 GA1569
 GA1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1569'12.4 MI N FROM ROGERSVILLE.
 GA1569'12.4 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1569'HAWKINS COUNTY, 50 YARDS SOUTH OF THE SUMMIT OF CLINCH MOUNTAIN,
 GA1569'20 FEET NORTH OF AN OLD FRAME BARN, AT THE BOTTOM OF A BANK,
 GA1569'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GA1569'DISK, STAMPED M 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA1569'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0749 ***********************************************************************
 GA0749  DESIGNATION -  M 56
 GA0749  PID         -  GA0749
 GA0749  STATE/COUNTY-  TN/GREENE
 GA0749  USGS QUAD   -  GREENEVILLE (1961)
 GA0749
 GA0749                         *CURRENT SURVEY CONTROL
 GA0749  ___________________________________________________________________
 GA0749* NAD 83(1986)-  36 11 26.     (N)    082 46 42.     (W)     SCALED    
 GA0749* NAVD 88     -       483.781  (meters)    1587.20   (feet)  ADJUSTED  
 GA0749  ___________________________________________________________________
 GA0749  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0749  DYNAMIC HT  -         483.323 (meters)    1585.70  (feet)  COMP
 GA0749  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 GA0749
 GA0749  VERT ORDER  -  SECOND    CLASS 0
 GA0749
 GA0749.The horizontal coordinates were scaled from a topographic map and have
 GA0749.an estimated accuracy of +/- 6 seconds.
 GA0749
 GA0749.The orthometric height was determined by differential leveling
 GA0749.and adjusted by the National Geodetic Survey in June 1991..
 GA0749
 GA0749.The geoid height was determined by GEOID03.
 GA0749
 GA0749.The dynamic height is computed by dividing the NAVD 88
 GA0749.geopotential number by the normal gravity value computed on the
 GA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0749.degrees latitude (g = 980.6199 gals.).
 GA0749
 GA0749.The modeled gravity was interpolated from observed gravity values.
 GA0749
 GA0749;                    North         East    Units  Estimated Accuracy
 GA0749;SPC TN       -   210,830.      889,720.      MT  (+/- 180 meters Scaled)
 GA0749
 GA0749                          SUPERSEDED SURVEY CONTROL
 GA0749
 GA0749  NGVD 29 (??/??/92)  483.907  (m)         1587.62   (f) ADJ UNCH    2 0
 GA0749
 GA0749.Superseded values are not recommended for survey control.
 GA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0749.See file dsdata.txt to determine how the superseded data were derived.
 GA0749
 GA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA401065(NAD 83)
 GA0749_MARKER: DB = BENCH MARK DISK
 GA0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0749_STAMPING: M 56 1934
 GA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0749+STABILITY: SURFACE MOTION
 GA0749
 GA0749  HISTORY     - Date     Condition        Report By
 GA0749  HISTORY     - 1934     MONUMENTED       CGS
 GA0749  HISTORY     - 1950     GOOD             TVA
 GA0749
 GA0749                          STATION DESCRIPTION
 GA0749
 GA0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0749'3.8 MI NE FROM GREENEVILLE.
 GA0749'3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0749'AT GREENEVILLE, GREENE COUNTY, AT MILEAGE 52.9, 57 FEET EAST OF
 GA0749'A CROSSING, 24 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 GA0749'1 FOOT NORTH OF A FENCE.  59.9 FEET SOUTHEAST OF NAIL AND BOTTLE
 GA0749'CAP IN TELEPHONE POLE.  1.7 FEET NORTHEAST OF STEEL WITNESS
 GA0749'POST.  A STANDARD DISK, STAMPED M 56 1934 AND SET IN THE TOP
 GA0749'OF A CONCRETE POST.
 GA0749
 GA0749                          STATION RECOVERY (1950)
 GA0749
 GA0749'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1325 ***********************************************************************
 FB1325  DESIGNATION -  M 57
 FB1325  PID         -  FB1325
 FB1325  STATE/COUNTY-  TN/COCKE
 FB1325  USGS QUAD   -  WATERVILLE (1968)
 FB1325
 FB1325                         *CURRENT SURVEY CONTROL
 FB1325  ___________________________________________________________________
 FB1325* NAD 83(1986)-  35 51 04.     (N)    083 06 00.     (W)     SCALED    
 FB1325* NAVD 88     -       519.04   (+/-2cm)    1702.9    (feet)  VERTCON   
 FB1325  ___________________________________________________________________
 FB1325  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1325
 FB1325  VERT ORDER  -  ? (See Below)
 FB1325
 FB1325.The horizontal coordinates were scaled from a topographic map and have
 FB1325.an estimated accuracy of +/- 6 seconds.
 FB1325
 FB1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1325.The vertical order pertains to the NGVD 29 superseded value.
 FB1325
 FB1325.The geoid height was determined by GEOID03.
 FB1325
 FB1325;                    North         East    Units  Estimated Accuracy
 FB1325;SPC TN       -   172,280.      861,910.      MT  (+/- 180 meters Scaled)
 FB1325
 FB1325                          SUPERSEDED SURVEY CONTROL
 FB1325
 FB1325  NGVD 29 (??/??/92)  519.181  (m)         1703.35   (f) ADJ UNCH    ?  
 FB1325
 FB1325.Superseded values are not recommended for survey control.
 FB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1325.See file dsdata.txt to determine how the superseded data were derived.
 FB1325
 FB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV103694(NAD 83)
 FB1325_MARKER: Q = CHISELED SQUARE
 FB1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1325_SP_SET: BUILDING
 FB1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1325
 FB1325  HISTORY     - Date     Condition        Report By
 FB1325  HISTORY     - UNK      MONUMENTED       TVA
 FB1325  HISTORY     - 1938     GOOD             TVA
 FB1325
 FB1325                          STATION DESCRIPTION
 FB1325
 FB1325'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1325'11.2 MI SW FROM DEL RIO.
 FB1325'11.2 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM
 FB1325'THE JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO,
 FB1325'COCKE COUNTY, 0.6 MILE SOUTHEAST ALONG THE RAVEN BRANCH ROAD,
 FB1325'AT RAVEN BRANCH, AT THE RAWLINS STORE, AT A GARAGE ADJOINING
 FB1325'THE STORE, AND ON THE CONCRETE RETAINING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0635 ***********************************************************************
 GA0635  DESIGNATION -  M 57
 GA0635  PID         -  GA0635
 GA0635  STATE/COUNTY-  TN/WASHINGTON
 GA0635  USGS QUAD   -  BOONE DAM (1968)
 GA0635
 GA0635                         *CURRENT SURVEY CONTROL
 GA0635  ___________________________________________________________________
 GA0635* NAD 83(1986)-  36 24 16.     (N)    082 26 41.     (W)     SCALED    
 GA0635* NAVD 88     -       479.466  (meters)    1573.05   (feet)  ADJUSTED  
 GA0635  ___________________________________________________________________
 GA0635  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0635  DYNAMIC HT  -         479.016 (meters)    1571.57  (feet)  COMP
 GA0635  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 GA0635
 GA0635  VERT ORDER  -  SECOND    CLASS 0
 GA0635
 GA0635.The horizontal coordinates were scaled from a topographic map and have
 GA0635.an estimated accuracy of +/- 6 seconds.
 GA0635
 GA0635.The orthometric height was determined by differential leveling
 GA0635.and adjusted by the National Geodetic Survey in June 1991..
 GA0635
 GA0635.The geoid height was determined by GEOID03.
 GA0635
 GA0635.The dynamic height is computed by dividing the NAVD 88
 GA0635.geopotential number by the normal gravity value computed on the
 GA0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0635.degrees latitude (g = 980.6199 gals.).
 GA0635
 GA0635.The modeled gravity was interpolated from observed gravity values.
 GA0635
 GA0635;                    North         East    Units  Estimated Accuracy
 GA0635;SPC TN       -   235,580.      918,840.      MT  (+/- 180 meters Scaled)
 GA0635
 GA0635                          SUPERSEDED SURVEY CONTROL
 GA0635
 GA0635  NGVD 29 (??/??/92)  479.610  (m)         1573.52   (f) ADJ UNCH    2 0
 GA0635
 GA0635.Superseded values are not recommended for survey control.
 GA0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0635.See file dsdata.txt to determine how the superseded data were derived.
 GA0635
 GA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA704297(NAD 83)
 GA0635_MARKER: DB = BENCH MARK DISK
 GA0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0635_STAMPING: M 57 1934
 GA0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0635+STABILITY: SURFACE MOTION
 GA0635
 GA0635  HISTORY     - Date     Condition        Report By
 GA0635  HISTORY     - 1934     MONUMENTED       CGS
 GA0635
 GA0635                          STATION DESCRIPTION
 GA0635
 GA0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0635'10.6 MI NW FROM JOHNSON CITY.
 GA0635'10.6 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0635'CITY, WASHINGTON COUNTY, 2 MILES NORTH OF BOONE, 15 RAILS SOUTH
 GA0635'OF A HIGHWAY VIADUCT, 40 FEET SOUTHEAST OF THE CENTERLINE OF A
 GA0635'FARM ROAD, 43 FEET WEST OF THE WEST RAIL, AND 2 FEET WEST OF A
 GA0635'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED M 57 1934
 GA0635'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0560 ***********************************************************************
 GA0560  DESIGNATION -  M 58
 GA0560  PID         -  GA0560
 GA0560  STATE/COUNTY-  TN/WASHINGTON
 GA0560  USGS QUAD   -  JONESBOROUGH (1968)
 GA0560
 GA0560                         *CURRENT SURVEY CONTROL
 GA0560  ___________________________________________________________________
 GA0560* NAD 83(1986)-  36 17 22.     (N)    082 27 35.     (W)     SCALED    
 GA0560* NAVD 88     -       529.795  (meters)    1738.17   (feet)  ADJUSTED  
 GA0560  ___________________________________________________________________
 GA0560  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0560  DYNAMIC HT  -         529.289 (meters)    1736.51  (feet)  COMP
 GA0560  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 GA0560
 GA0560  VERT ORDER  -  SECOND    CLASS 0
 GA0560
 GA0560.The horizontal coordinates were scaled from a topographic map and have
 GA0560.an estimated accuracy of +/- 6 seconds.
 GA0560
 GA0560.The orthometric height was determined by differential leveling
 GA0560.and adjusted by the National Geodetic Survey in June 1991..
 GA0560
 GA0560.The geoid height was determined by GEOID03.
 GA0560
 GA0560.The dynamic height is computed by dividing the NAVD 88
 GA0560.geopotential number by the normal gravity value computed on the
 GA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0560.degrees latitude (g = 980.6199 gals.).
 GA0560
 GA0560.The modeled gravity was interpolated from observed gravity values.
 GA0560
 GA0560;                    North         East    Units  Estimated Accuracy
 GA0560;SPC TN       -   222,780.      917,960.      MT  (+/- 180 meters Scaled)
 GA0560
 GA0560                          SUPERSEDED SURVEY CONTROL
 GA0560
 GA0560  NGVD 29 (??/??/92)  529.928  (m)         1738.61   (f) ADJ UNCH    2 0
 GA0560
 GA0560.Superseded values are not recommended for survey control.
 GA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0560.See file dsdata.txt to determine how the superseded data were derived.
 GA0560
 GA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA689170(NAD 83)
 GA0560_MARKER: DB = BENCH MARK DISK
 GA0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0560_STAMPING: M 58 1934
 GA0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0560+STABILITY: SURFACE MOTION
 GA0560
 GA0560  HISTORY     - Date     Condition        Report By
 GA0560  HISTORY     - 1934     MONUMENTED       CGS
 GA0560  HISTORY     - 1979     MARK NOT FOUND   TVA
 GA0560  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0560
 GA0560                          STATION DESCRIPTION
 GA0560
 GA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0560'1.2 MI E FROM JONESBORO.
 GA0560'1.2 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0560'JONESBORO, WASHINGTON COUNTY, AT MILEAGE 31.9, 150 FEET WEST OF
 GA0560'A CROSSING, 18 FEET EAST OF A PRIVATE CROSSING, 24 FEET NORTH OF
 GA0560'THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT NORTH OF A FENCE.  A
 GA0560'STANDARD DISK, STAMPED M 58 1934 AND SET IN THE TOP OF A CONCRETE
 GA0560'POST.
 GA0560
 GA0560                          STATION RECOVERY (1979)
 GA0560
 GA0560'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0560'MARK NOT FOUND.
 GA0560
 GA0560                          STATION RECOVERY (2001)
 GA0560
 GA0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1353 ***********************************************************************
 FB1353  DESIGNATION -  M 58
 FB1353  PID         -  FB1353
 FB1353  STATE/COUNTY-  TN/COCKE
 FB1353  USGS QUAD   -  WATERVILLE (1968)
 FB1353
 FB1353                         *CURRENT SURVEY CONTROL
 FB1353  ___________________________________________________________________
 FB1353* NAD 83(1986)-  35 48 29.     (N)    083 01 54.     (W)     SCALED    
 FB1353* NAVD 88     -       724.20   (+/-2cm)    2376.0    (feet)  VERTCON   
 FB1353  ___________________________________________________________________
 FB1353  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FB1353
 FB1353  VERT ORDER  -  ? (See Below)
 FB1353
 FB1353.The horizontal coordinates were scaled from a topographic map and have
 FB1353.an estimated accuracy of +/- 6 seconds.
 FB1353
 FB1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1353.The vertical order pertains to the NGVD 29 superseded value.
 FB1353
 FB1353.The geoid height was determined by GEOID03.
 FB1353
 FB1353;                    North         East    Units  Estimated Accuracy
 FB1353;SPC TN       -   167,690.      868,230.      MT  (+/- 180 meters Scaled)
 FB1353
 FB1353                          SUPERSEDED SURVEY CONTROL
 FB1353
 FB1353  NGVD 29 (??/??/92)  724.292  (m)         2376.28   (f) ADJ UNCH    ?  
 FB1353
 FB1353.Superseded values are not recommended for survey control.
 FB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1353.See file dsdata.txt to determine how the superseded data were derived.
 FB1353
 FB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV164645(NAD 83)
 FB1353_MARKER: Q = CHISELED SQUARE
 FB1353_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1353_SP_SET: UNSPECIFIED ROCK
 FB1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1353
 FB1353  HISTORY     - Date     Condition        Report By
 FB1353  HISTORY     - UNK      MONUMENTED       TVA
 FB1353  HISTORY     - 1938     GOOD             TVA
 FB1353
 FB1353                          STATION DESCRIPTION
 FB1353
 FB1353'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1353'2.3 MI SE FROM NEW PROSPECT SCHOOL.
 FB1353'2.3 MILES SOUTHEAST ALONG THE GULF FORK ROAD FROM THE ROAD
 FB1353'JUNCTION AT NEW PROSPECT SCHOOL, COCKE COUNTY, AT A T-ROAD
 FB1353'JUNCTION NEAR THE JUNCTION OF GULF FORK AND MOSS CAMP CREEK,
 FB1353'ON THE LEFT BANK OF DEEP GAP CREEK, ON THE NORTH SIDE OF THE
 FB1353'ROAD, AND ON A ROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0756 ***********************************************************************
 GA0756  DESIGNATION -  M 59
 GA0756  PID         -  GA0756
 GA0756  STATE/COUNTY-  TN/GREENE
 GA0756  USGS QUAD   -  CHUCKEY (1971)
 GA0756
 GA0756                         *CURRENT SURVEY CONTROL
 GA0756  ___________________________________________________________________
 GA0756* NAD 83(1986)-  36 13 36.     (N)    082 39 39.     (W)     SCALED    
 GA0756* NAVD 88     -       455.918  (meters)    1495.79   (feet)  ADJUSTED  
 GA0756  ___________________________________________________________________
 GA0756  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0756  DYNAMIC HT  -         455.482 (meters)    1494.36  (feet)  COMP
 GA0756  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 GA0756
 GA0756  VERT ORDER  -  SECOND    CLASS 0
 GA0756
 GA0756.The horizontal coordinates were scaled from a topographic map and have
 GA0756.an estimated accuracy of +/- 6 seconds.
 GA0756
 GA0756.The orthometric height was determined by differential leveling
 GA0756.and adjusted by the National Geodetic Survey in June 1991..
 GA0756
 GA0756.The geoid height was determined by GEOID03.
 GA0756
 GA0756.The dynamic height is computed by dividing the NAVD 88
 GA0756.geopotential number by the normal gravity value computed on the
 GA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0756.degrees latitude (g = 980.6199 gals.).
 GA0756
 GA0756.The modeled gravity was interpolated from observed gravity values.
 GA0756
 GA0756;                    North         East    Units  Estimated Accuracy
 GA0756;SPC TN       -   215,190.      900,140.      MT  (+/- 180 meters Scaled)
 GA0756
 GA0756                          SUPERSEDED SURVEY CONTROL
 GA0756
 GA0756  NGVD 29 (??/??/92)  456.048  (m)         1496.22   (f) ADJ UNCH    2 0
 GA0756
 GA0756.Superseded values are not recommended for survey control.
 GA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0756.See file dsdata.txt to determine how the superseded data were derived.
 GA0756
 GA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA507103(NAD 83)
 GA0756_MARKER: DB = BENCH MARK DISK
 GA0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0756_STAMPING: M 59 1934
 GA0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0756+STABILITY: SURFACE MOTION
 GA0756
 GA0756  HISTORY     - Date     Condition        Report By
 GA0756  HISTORY     - 1934     MONUMENTED       CGS
 GA0756  HISTORY     - 1955     GOOD             NGS
 GA0756
 GA0756                          STATION DESCRIPTION
 GA0756
 GA0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0756'1.9 MI W FROM LIMESTONE.
 GA0756'IN GREENE COUNTY, 1.9 MILES WEST ALONG THE SOUTHERN RAILWAY
 GA0756'FROM THE STATION AT LIMESTONE, WASHINGTON COUNTY, AT MILEAGE
 GA0756'45.2, 18 FEET WEST OF THE CENTER OF A CROSSING, 20 FEET EAST OF
 GA0756'A POLE, 21 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 GA0756'2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED M 59 1934 AND
 GA0756'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1330 ***********************************************************************
 FB1330  DESIGNATION -  M 60
 FB1330  PID         -  FB1330
 FB1330  STATE/COUNTY-  TN/COCKE
 FB1330  USGS QUAD   -  HARTFORD (1968)
 FB1330
 FB1330                         *CURRENT SURVEY CONTROL
 FB1330  ___________________________________________________________________
 FB1330* NAD 83(1986)-  35 48 59.     (N)    083 08 34.     (W)     SCALED    
 FB1330* NAVD 88     -       383.42   (+/-2cm)    1257.9    (feet)  VERTCON   
 FB1330  ___________________________________________________________________
 FB1330  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB1330
 FB1330  VERT ORDER  -  ? (See Below)
 FB1330
 FB1330.The horizontal coordinates were scaled from a topographic map and have
 FB1330.an estimated accuracy of +/- 6 seconds.
 FB1330
 FB1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1330.The vertical order pertains to the NGVD 29 superseded value.
 FB1330
 FB1330.The geoid height was determined by GEOID03.
 FB1330
 FB1330;                    North         East    Units  Estimated Accuracy
 FB1330;SPC TN       -   168,310.      858,160.      MT  (+/- 180 meters Scaled)
 FB1330
 FB1330                          SUPERSEDED SURVEY CONTROL
 FB1330
 FB1330  NGVD 29 (??/??/92)  383.556  (m)         1258.38   (f) ADJ UNCH    ?  
 FB1330
 FB1330.Superseded values are not recommended for survey control.
 FB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1330.See file dsdata.txt to determine how the superseded data were derived.
 FB1330
 FB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV064657(NAD 83)
 FB1330_MARKER: Q = CHISELED SQUARE
 FB1330_SETTING: 80 = SET IN A BOULDER
 FB1330_SP_SET: BOULDER
 FB1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1330+STABILITY: SURFACE MOTION
 FB1330
 FB1330  HISTORY     - Date     Condition        Report By
 FB1330  HISTORY     - UNK      MONUMENTED       TVA
 FB1330  HISTORY     - 1938     GOOD             TVA
 FB1330
 FB1330                          STATION DESCRIPTION
 FB1330
 FB1330'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1330'AT HARTFORD.
 FB1330'AT HARTFORD, COCKE COUNTY, AT THE POST OFFICE, 12 FEET EAST OF
 FB1330'THE BUILDING, AT A FENCE CORNER, ON THE TOP OF A BOULDER, AND
 FB1330'FLUSH WITH THE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0684 ***********************************************************************
 FE0684  DESIGNATION -  M 62
 FE0684  PID         -  FE0684
 FE0684  STATE/COUNTY-  TN/GIBSON
 FE0684  USGS QUAD   -  MILAN (1983)
 FE0684
 FE0684                         *CURRENT SURVEY CONTROL
 FE0684  ___________________________________________________________________
 FE0684* NAD 83(1986)-  35 55 10.     (N)    088 45 40.     (W)     SCALED    
 FE0684* NAVD 88     -       128.087  (meters)     420.23   (feet)  ADJUSTED  
 FE0684  ___________________________________________________________________
 FE0684  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0684  DYNAMIC HT  -         127.977 (meters)     419.87  (feet)  COMP
 FE0684  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0684
 FE0684  VERT ORDER  -  FIRST     CLASS II
 FE0684
 FE0684.The horizontal coordinates were scaled from a topographic map and have
 FE0684.an estimated accuracy of +/- 6 seconds.
 FE0684
 FE0684.The orthometric height was determined by differential leveling
 FE0684.and adjusted by the National Geodetic Survey in June 1991..
 FE0684
 FE0684.The geoid height was determined by GEOID03.
 FE0684
 FE0684.The dynamic height is computed by dividing the NAVD 88
 FE0684.geopotential number by the normal gravity value computed on the
 FE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0684.degrees latitude (g = 980.6199 gals.).
 FE0684
 FE0684.The modeled gravity was interpolated from observed gravity values.
 FE0684
 FE0684;                    North         East    Units  Estimated Accuracy
 FE0684;SPC TN       -   179,490.      350,840.      MT  (+/- 180 meters Scaled)
 FE0684
 FE0684                          SUPERSEDED SURVEY CONTROL
 FE0684
 FE0684  NGVD 29 (??/??/??)  128.140  (m)          420.41   (f) ADJUSTED    1 2
 FE0684
 FE0684.Superseded values are not recommended for survey control.
 FE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0684.See file dsdata.txt to determine how the superseded data were derived.
 FE0684
 FE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE411764(NAD 83)
 FE0684_MARKER: DB = BENCH MARK DISK
 FE0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0684_STAMPING: M 62 1935
 FE0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0684+STABILITY: SURFACE MOTION
 FE0684
 FE0684  HISTORY     - Date     Condition        Report By
 FE0684  HISTORY     - 1935     MONUMENTED       CGS
 FE0684  HISTORY     - 1948     GOOD             CGS
 FE0684  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0684
 FE0684                          STATION DESCRIPTION
 FE0684
 FE0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0684'AT MILAN.
 FE0684'AT MILAN, AT THE WEST CORNER OF A PARK AT THE UNION RAILROAD
 FE0684'STATION, 116.5 FEET EAST OF THE EAST CORNER OF THE NORTH WING
 FE0684'OF THE BRICK UNION STATION BUILDING, 105 FEET SOUTHEAST OF THE
 FE0684'SOUTHEAST RAIL OF THE MAIN TRACK OF THE LOUISVILLE AND NASHVILLE
 FE0684'RAILROAD, 57 FEET NORTHWEST OF THE CENTER LINE OF FRONT STREET,
 FE0684'36 FEET NORTHEAST OF THE CENTER LINE OF SECOND STREET, 1 FOOT
 FE0684'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW
 FE0684'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0684'INCHES.
 FE0684
 FE0684                          STATION RECOVERY (2002)
 FE0684
 FE0684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0873 ***********************************************************************
 FE0873  DESIGNATION -  M 63
 FE0873  PID         -  FE0873
 FE0873  STATE/COUNTY-  TN/HAYWOOD
 FE0873  USGS QUAD   -  BROWNSVILLE (1983)
 FE0873
 FE0873                         *CURRENT SURVEY CONTROL
 FE0873  ___________________________________________________________________
 FE0873* NAD 83(1986)-  35 35 28.     (N)    089 15 38.     (W)     SCALED    
 FE0873* NAVD 88     -       104.975  (meters)     344.41   (feet)  ADJUSTED  
 FE0873  ___________________________________________________________________
 FE0873  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0873  DYNAMIC HT  -         104.883 (meters)     344.10  (feet)  COMP
 FE0873  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0873
 FE0873  VERT ORDER  -  SECOND    CLASS 0
 FE0873
 FE0873.The horizontal coordinates were scaled from a topographic map and have
 FE0873.an estimated accuracy of +/- 6 seconds.
 FE0873
 FE0873.The orthometric height was determined by differential leveling
 FE0873.and adjusted by the National Geodetic Survey in June 1991..
 FE0873
 FE0873.The geoid height was determined by GEOID03.
 FE0873
 FE0873.The dynamic height is computed by dividing the NAVD 88
 FE0873.geopotential number by the normal gravity value computed on the
 FE0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0873.degrees latitude (g = 980.6199 gals.).
 FE0873
 FE0873.The modeled gravity was interpolated from observed gravity values.
 FE0873
 FE0873;                    North         East    Units  Estimated Accuracy
 FE0873;SPC TN       -   144,470.      304,570.      MT  (+/- 180 meters Scaled)
 FE0873
 FE0873                          SUPERSEDED SURVEY CONTROL
 FE0873
 FE0873  NGVD 29 (??/??/??)  104.982  (m)          344.43   (f) ADJUSTED    2 0
 FE0873
 FE0873.Superseded values are not recommended for survey control.
 FE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0873.See file dsdata.txt to determine how the superseded data were derived.
 FE0873
 FE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE951409(NAD 83)
 FE0873_MARKER: DB = BENCH MARK DISK
 FE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0873_STAMPING: M 63 1935
 FE0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0873+STABILITY: SURFACE MOTION
 FE0873
 FE0873  HISTORY     - Date     Condition        Report By
 FE0873  HISTORY     - 1935     MONUMENTED       CGS
 FE0873  HISTORY     - 1949     GOOD             CGS
 FE0873  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0873
 FE0873                          STATION DESCRIPTION
 FE0873
 FE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0873'AT BROWNSVILLE.
 FE0873'AT BROWNSVILLE, HAYWOOD COUNTY, ON THE LOUISVILLE AND
 FE0873'NASHVILLE RAILROAD, 5-1/2 RAILS EAST OF THE STATION, 1-1/2 RAILS
 FE0873'EAST OF THE EAST END OF THE CONCRETE PLATFORM, 1-1/2 RAILS
 FE0873'WEST OF A WATER CRANE, AND 30 FEET SOUTH OF THE CENTERLINE
 FE0873'OF THE TRACK.  A STANDARD DISK, STAMPED M 63 1935 AND
 FE0873'SET IN THE TOP OF A CONCRETE POST.
 FE0873
 FE0873                          STATION RECOVERY (2002)
 FE0873
 FE0873'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0873'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1067 ***********************************************************************
 FE1067  DESIGNATION -  M 64
 FE1067  PID         -  FE1067
 FE1067  STATE/COUNTY-  TN/HARDEMAN
 FE1067  USGS QUAD   -  MIDDLEBURG (1980)
 FE1067
 FE1067                         *CURRENT SURVEY CONTROL
 FE1067  ___________________________________________________________________
 FE1067* NAD 83(1986)-  35 13 52.     (N)    089 01 53.     (W)     SCALED    
 FE1067* NAVD 88     -       162.242  (meters)     532.29   (feet)  ADJUSTED  
 FE1067  ___________________________________________________________________
 FE1067  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE1067  DYNAMIC HT  -         162.091 (meters)     531.79  (feet)  COMP
 FE1067  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 FE1067
 FE1067  VERT ORDER  -  SECOND    CLASS 0
 FE1067
 FE1067.The horizontal coordinates were scaled from a topographic map and have
 FE1067.an estimated accuracy of +/- 6 seconds.
 FE1067
 FE1067.The orthometric height was determined by differential leveling
 FE1067.and adjusted by the National Geodetic Survey in June 1991..
 FE1067
 FE1067.The geoid height was determined by GEOID03.
 FE1067
 FE1067.The dynamic height is computed by dividing the NAVD 88
 FE1067.geopotential number by the normal gravity value computed on the
 FE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1067.degrees latitude (g = 980.6199 gals.).
 FE1067
 FE1067.The modeled gravity was interpolated from observed gravity values.
 FE1067
 FE1067;                    North         East    Units  Estimated Accuracy
 FE1067;SPC TN       -   103,880.      324,090.      MT  (+/- 180 meters Scaled)
 FE1067
 FE1067                          SUPERSEDED SURVEY CONTROL
 FE1067
 FE1067  NGVD 29 (??/??/??)  162.222  (m)          532.22   (f) ADJUSTED    2 0
 FE1067
 FE1067.Superseded values are not recommended for survey control.
 FE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1067.See file dsdata.txt to determine how the superseded data were derived.
 FE1067
 FE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE151005(NAD 83)
 FE1067_MARKER: DB = BENCH MARK DISK
 FE1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1067_STAMPING: M 64 1935
 FE1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1067+STABILITY: SURFACE MOTION
 FE1067
 FE1067  HISTORY     - Date     Condition        Report By
 FE1067  HISTORY     - 1935     MONUMENTED       CGS
 FE1067  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1067
 FE1067                          STATION DESCRIPTION
 FE1067
 FE1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1067'2.7 MI S FROM BOLIVAR.
 FE1067'2.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1067'STATION AT BOLIVAR, 15 RAILS NORTH OF MILEPOST 410, AT A FARM-ROAD
 FE1067'CROSSING, 40 FEET WEST OF THE TRACK, 10 FEET SOUTH OF THE ROAD,
 FE1067'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED M 64 1935
 FE1067'AND SET IN THE TOP OF A CONCRETE POST.
 FE1067
 FE1067                          STATION RECOVERY (1987)
 FE1067
 FE1067'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0949 ***********************************************************************
 FE0949  DESIGNATION -  M 65
 FE0949  PID         -  FE0949
 FE0949  STATE/COUNTY-  TN/MADISON
 FE0949  USGS QUAD   -  BELLS (1981)
 FE0949
 FE0949                         *CURRENT SURVEY CONTROL
 FE0949  ___________________________________________________________________
 FE0949* NAD 83(1986)-  35 40 37.     (N)    089 00 16.     (W)     SCALED    
 FE0949* NAVD 88     -        97.424  (meters)     319.63   (feet)  ADJUSTED  
 FE0949  ___________________________________________________________________
 FE0949  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0949  DYNAMIC HT  -          97.338 (meters)     319.35  (feet)  COMP
 FE0949  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0949
 FE0949  VERT ORDER  -  SECOND    CLASS 0
 FE0949
 FE0949.The horizontal coordinates were scaled from a topographic map and have
 FE0949.an estimated accuracy of +/- 6 seconds.
 FE0949
 FE0949.The orthometric height was determined by differential leveling
 FE0949.and adjusted by the National Geodetic Survey in June 1991..
 FE0949
 FE0949.The geoid height was determined by GEOID03.
 FE0949
 FE0949.The dynamic height is computed by dividing the NAVD 88
 FE0949.geopotential number by the normal gravity value computed on the
 FE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0949.degrees latitude (g = 980.6199 gals.).
 FE0949
 FE0949.The modeled gravity was interpolated from observed gravity values.
 FE0949
 FE0949;                    North         East    Units  Estimated Accuracy
 FE0949;SPC TN       -   153,250.      328,060.      MT  (+/- 180 meters Scaled)
 FE0949
 FE0949                          SUPERSEDED SURVEY CONTROL
 FE0949
 FE0949  NGVD 29 (??/??/??)   97.462  (m)          319.76   (f) ADJUSTED    2 0
 FE0949
 FE0949.Superseded values are not recommended for survey control.
 FE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0949.See file dsdata.txt to determine how the superseded data were derived.
 FE0949
 FE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE185499(NAD 83)
 FE0949_MARKER: DB = BENCH MARK DISK
 FE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0949_STAMPING: M 65 1935
 FE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0949+STABILITY: SURFACE MOTION
 FE0949
 FE0949  HISTORY     - Date     Condition        Report By
 FE0949  HISTORY     - 1935     MONUMENTED       CGS
 FE0949  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0949
 FE0949                          STATION DESCRIPTION
 FE0949
 FE0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0949'5.2 MI E FROM BELLS.
 FE0949'MADISON COUNTY, 5.2 MILES EAST ALONG THE GULF, MOBILE AND OHIO
 FE0949'RAILROAD FROM THE STATION AT BELLS, CROCKETT COUNTY, 0.7 MILE
 FE0949'WEST OF THE STATION AT ROBERTS, AT THE SHERRODS SAWMILL AND FARM
 FE0949'FENCE, AND 24 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 FE0949'STANDARD DISK, STAMPED M 65 1935 AND SET IN THE TOP OF A CONCRETE
 FE0949'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0507 ***********************************************************************
 FC0507  DESIGNATION -  M 65
 FC0507  PID         -  FC0507
 FC0507  STATE/COUNTY-  TN/POLK
 FC0507  USGS QUAD   -  OSWALD DOME (1967)
 FC0507
 FC0507                         *CURRENT SURVEY CONTROL
 FC0507  ___________________________________________________________________
 FC0507* NAD 83(1986)-  35 13 13.     (N)    084 30 53.     (W)     SCALED    
 FC0507* NAVD 88     -       227.781  (meters)     747.31   (feet)  ADJUSTED  
 FC0507  ___________________________________________________________________
 FC0507  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FC0507  DYNAMIC HT  -         227.558 (meters)     746.58  (feet)  COMP
 FC0507  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 FC0507
 FC0507  VERT ORDER  -  SECOND    CLASS 0
 FC0507
 FC0507.The horizontal coordinates were scaled from a topographic map and have
 FC0507.an estimated accuracy of +/- 6 seconds.
 FC0507
 FC0507.The orthometric height was determined by differential leveling
 FC0507.and adjusted by the National Geodetic Survey in June 1991..
 FC0507
 FC0507.The geoid height was determined by GEOID03.
 FC0507
 FC0507.The dynamic height is computed by dividing the NAVD 88
 FC0507.geopotential number by the normal gravity value computed on the
 FC0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0507.degrees latitude (g = 980.6199 gals.).
 FC0507
 FC0507.The modeled gravity was interpolated from observed gravity values.
 FC0507
 FC0507;                    North         East    Units  Estimated Accuracy
 FC0507;SPC TN       -    99,430.      735,220.      MT  (+/- 180 meters Scaled)
 FC0507
 FC0507                          SUPERSEDED SURVEY CONTROL
 FC0507
 FC0507  NGVD 29 (??/??/92)  227.852  (m)          747.54   (f) ADJ UNCH    2 0
 FC0507
 FC0507.Superseded values are not recommended for survey control.
 FC0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0507.See file dsdata.txt to determine how the superseded data were derived.
 FC0507
 FC0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE262003(NAD 83)
 FC0507_MARKER: DD = SURVEY DISK
 FC0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0507_SP_SET: BRIDGE
 FC0507_STAMPING: M 65 23
 FC0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0507
 FC0507  HISTORY     - Date     Condition        Report By
 FC0507  HISTORY     - UNK      MONUMENTED       USGS
 FC0507  HISTORY     - 1933     GOOD             NGS
 FC0507
 FC0507                          STATION DESCRIPTION
 FC0507
 FC0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0507'2.3 MI NW FROM RELIANCE.
 FC0507'2.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0507'FROM RELIANCE, POLK COUNTY, 0.4 MILE SOUTHEAST OF THE SIGN
 FC0507'AT OSWALD DOME, 0.2 MILE SOUTH OF MILEPOST L 343, AND IN THE
 FC0507'TOP OF THE SOUTH CONCRETE WINGWALL OF THE WEST ABUTMENT OF A
 FC0507'BRIDGE OVER SPRING CREEK.  A UNITED STATES GEOLOGICAL SURVEY
 FC0507'STANDARD DISK, STAMPED M 65 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0954 ***********************************************************************
 FB0954  DESIGNATION -  M 65
 FB0954  PID         -  FB0954
 FB0954  STATE/COUNTY-  TN/COCKE
 FB0954  USGS QUAD   -  LEMON GAP (1976)
 FB0954
 FB0954                         *CURRENT SURVEY CONTROL
 FB0954  ___________________________________________________________________
 FB0954* NAD 83(1986)-  35 46 23.     (N)    082 59 45.     (W)     SCALED    
 FB0954* NAVD 88     -      1066.27   (+/-2cm)    3498.3    (feet)  VERTCON   
 FB0954  ___________________________________________________________________
 FB0954  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FB0954
 FB0954  VERT ORDER  -  ? (See Below)
 FB0954
 FB0954.The horizontal coordinates were scaled from a topographic map and have
 FB0954.an estimated accuracy of +/- 6 seconds.
 FB0954
 FB0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0954.The vertical order pertains to the NGVD 29 superseded value.
 FB0954
 FB0954.The geoid height was determined by GEOID03.
 FB0954
 FB0954;                    North         East    Units  Estimated Accuracy
 FB0954;SPC TN       -   163,900.      871,580.      MT  (+/- 180 meters Scaled)
 FB0954
 FB0954                          SUPERSEDED SURVEY CONTROL
 FB0954
 FB0954  NGVD 29 (??/??/92) 1066.342  (m)         3498.49   (f) ADJ UNCH    ?  
 FB0954
 FB0954.Superseded values are not recommended for survey control.
 FB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0954.See file dsdata.txt to determine how the superseded data were derived.
 FB0954
 FB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV195606(NAD 83)
 FB0954_MARKER: S = SPIKE
 FB0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0954_SP_SET: TREE
 FB0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0954
 FB0954  HISTORY     - Date     Condition        Report By
 FB0954  HISTORY     - UNK      MONUMENTED       CGS
 FB0954  HISTORY     - 1938     GOOD             TVA
 FB0954
 FB0954                          STATION DESCRIPTION
 FB0954
 FB0954'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0954'NEAR BROWN GAP.
 FB0954'IN COCKE COUNTY, TENNESSEE, AT THE INTERSECTION OF THE APPALACHIAN
 FB0954'TRAIL AND THE NAILLON-BROWN GAP TRAIL NEAR BROWN GAP, HAYWOOD
 FB0954'COUNTY, NORTH CAROLINA, AND IN THE ROOT OF A 6-INCH PEACH TREE.
 FB0954'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0327 ***********************************************************************
 FC0327  DESIGNATION -  M 66
 FC0327  PID         -  FC0327
 FC0327  STATE/COUNTY-  TN/POLK
 FC0327  USGS QUAD   -  MC FARLAND (1980)
 FC0327
 FC0327                         *CURRENT SURVEY CONTROL
 FC0327  ___________________________________________________________________
 FC0327* NAD 83(1986)-  35 11 19.     (N)    084 28 14.     (W)     SCALED    
 FC0327* NAVD 88     -       244.030  (meters)     800.62   (feet)  ADJUSTED  
 FC0327  ___________________________________________________________________
 FC0327  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FC0327  DYNAMIC HT  -         243.788 (meters)     799.83  (feet)  COMP
 FC0327  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 FC0327
 FC0327  VERT ORDER  -  SECOND    CLASS 0
 FC0327
 FC0327.The horizontal coordinates were scaled from a topographic map and have
 FC0327.an estimated accuracy of +/- 6 seconds.
 FC0327
 FC0327.The orthometric height was determined by differential leveling
 FC0327.and adjusted by the National Geodetic Survey in June 1991..
 FC0327
 FC0327.The geoid height was determined by GEOID03.
 FC0327
 FC0327.The dynamic height is computed by dividing the NAVD 88
 FC0327.geopotential number by the normal gravity value computed on the
 FC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0327.degrees latitude (g = 980.6199 gals.).
 FC0327
 FC0327.The modeled gravity was interpolated from observed gravity values.
 FC0327
 FC0327;                    North         East    Units  Estimated Accuracy
 FC0327;SPC TN       -    95,980.      739,300.      MT  (+/- 180 meters Scaled)
 FC0327
 FC0327                          SUPERSEDED SURVEY CONTROL
 FC0327
 FC0327  NGVD 29 (??/??/92)  244.095  (m)          800.84   (f) ADJ UNCH    2 0
 FC0327
 FC0327.Superseded values are not recommended for survey control.
 FC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0327.See file dsdata.txt to determine how the superseded data were derived.
 FC0327
 FC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD303968(NAD 83)
 FC0327_MARKER: DD = SURVEY DISK
 FC0327_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FC0327_STAMPING: M 66 23
 FC0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0327
 FC0327  HISTORY     - Date     Condition        Report By
 FC0327  HISTORY     - UNK      MONUMENTED       USGS
 FC0327  HISTORY     - 1951     GOOD             NGS
 FC0327
 FC0327                          STATION DESCRIPTION
 FC0327
 FC0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0327'2.9 MI E FROM RELIANCE.
 FC0327'2.9 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0327'RELIANCE, POLK COUNTY, 0.7 MILE NORTHEAST OF THE STATION SIGN AT
 FC0327'HIWASSEE, 0.3 MILE NORTHEAST OF MILEPOST L 348, 85.2 FEET SOUTH OF
 FC0327'WHISTLE POST, WEST OF A STEEP ROCK BLUFF ON THE EAST SIDE OF THE
 FC0327'RIVER, BETWEEN THE TRACK AND THE RIVER, 12 FEET WEST OF THE WEST
 FC0327'RAIL, AND IN THE TOP OF A LARGE SLOPING ROCK.  A UNITED STATES
 FC0327'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 66 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0330 ***********************************************************************
 FC0330  DESIGNATION -  M 67
 FC0330  PID         -  FC0330
 FC0330  STATE/COUNTY-  TN/POLK
 FC0330  USGS QUAD   -  MC FARLAND (1980)
 FC0330
 FC0330                         *CURRENT SURVEY CONTROL
 FC0330  ___________________________________________________________________
 FC0330* NAD 83(1986)-  35 10 52.     (N)    084 26 20.     (W)     SCALED    
 FC0330* NAVD 88     -       263.150  (meters)     863.35   (feet)  ADJUSTED  
 FC0330  ___________________________________________________________________
 FC0330  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FC0330  DYNAMIC HT  -         262.887 (meters)     862.49  (feet)  COMP
 FC0330  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 FC0330
 FC0330  VERT ORDER  -  SECOND    CLASS 0
 FC0330
 FC0330.The horizontal coordinates were scaled from a topographic map and have
 FC0330.an estimated accuracy of +/- 6 seconds.
 FC0330
 FC0330.The orthometric height was determined by differential leveling
 FC0330.and adjusted by the National Geodetic Survey in June 1991..
 FC0330
 FC0330.The geoid height was determined by GEOID03.
 FC0330
 FC0330.The dynamic height is computed by dividing the NAVD 88
 FC0330.geopotential number by the normal gravity value computed on the
 FC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0330.degrees latitude (g = 980.6199 gals.).
 FC0330
 FC0330.The modeled gravity was interpolated from observed gravity values.
 FC0330
 FC0330;                    North         East    Units  Estimated Accuracy
 FC0330;SPC TN       -    95,200.      742,190.      MT  (+/- 180 meters Scaled)
 FC0330
 FC0330                          SUPERSEDED SURVEY CONTROL
 FC0330
 FC0330  NGVD 29 (??/??/92)  263.207  (m)          863.54   (f) ADJ UNCH    2 0
 FC0330
 FC0330.Superseded values are not recommended for survey control.
 FC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0330.See file dsdata.txt to determine how the superseded data were derived.
 FC0330
 FC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD332961(NAD 83)
 FC0330_MARKER: DD = SURVEY DISK
 FC0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0330_SP_SET: BRIDGE
 FC0330_STAMPING: M 67 23
 FC0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0330
 FC0330  HISTORY     - Date     Condition        Report By
 FC0330  HISTORY     - UNK      MONUMENTED       USGS
 FC0330  HISTORY     - 1951     GOOD             NGS
 FC0330
 FC0330                          STATION DESCRIPTION
 FC0330
 FC0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0330'3.4 MI W FROM MC FARLAND.
 FC0330'3.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0330'MC FARLAND, POLK COUNTY, NEAR THE STATION SIGN AT CRUMBLEY, 0.4
 FC0330'MILE WEST OF MILEPOST L 352 IN THE TOP OF A CONCRETE BRIDGE
 FC0330'OVER A SMALL CREEK, 6 FEET WEST OF THE EAST ABUTMENT, AND 4 FEET
 FC0330'NORTH OF NORTH RAIL, IN A WALL COVERED BY STEEL PLATE, ABOUT 1
 FC0330'FOOT LOWER THAN TOP OF BRIDGE.  A UNITED STATES GEOLOGICAL
 FC0330'SURVEY STANDARD DISK, STAMPED M 67 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1178 ***********************************************************************
 FE1178  DESIGNATION -  M 67
 FE1178  PID         -  FE1178
 FE1178  STATE/COUNTY-  TN/SHELBY
 FE1178  USGS QUAD   -  ARLINGTON (1973)
 FE1178
 FE1178                         *CURRENT SURVEY CONTROL
 FE1178  ___________________________________________________________________
 FE1178* NAD 83(1986)-  35 17 30.     (N)    089 40 29.     (W)     SCALED    
 FE1178* NAVD 88     -        82.726  (meters)     271.41   (feet)  ADJUSTED  
 FE1178  ___________________________________________________________________
 FE1178  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1178  DYNAMIC HT  -          82.652 (meters)     271.17  (feet)  COMP
 FE1178  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FE1178
 FE1178  VERT ORDER  -  SECOND    CLASS 0
 FE1178
 FE1178.The horizontal coordinates were scaled from a topographic map and have
 FE1178.an estimated accuracy of +/- 6 seconds.
 FE1178
 FE1178.The orthometric height was determined by differential leveling
 FE1178.and adjusted by the National Geodetic Survey in June 1991..
 FE1178
 FE1178.The geoid height was determined by GEOID03.
 FE1178
 FE1178.The dynamic height is computed by dividing the NAVD 88
 FE1178.geopotential number by the normal gravity value computed on the
 FE1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1178.degrees latitude (g = 980.6199 gals.).
 FE1178
 FE1178.The modeled gravity was interpolated from observed gravity values.
 FE1178
 FE1178;                    North         East    Units  Estimated Accuracy
 FE1178;SPC TN       -   112,600.      265,820.      MT  (+/- 180 meters Scaled)
 FE1178
 FE1178                          SUPERSEDED SURVEY CONTROL
 FE1178
 FE1178  NGVD 29 (??/??/??)   82.716  (m)          271.38   (f) ADJUSTED    2 0
 FE1178
 FE1178.Superseded values are not recommended for survey control.
 FE1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1178.See file dsdata.txt to determine how the superseded data were derived.
 FE1178
 FE1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE567086(NAD 83)
 FE1178_MARKER: DB = BENCH MARK DISK
 FE1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1178_STAMPING: M 67 1935
 FE1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1178+STABILITY: SURFACE MOTION
 FE1178
 FE1178  HISTORY     - Date     Condition        Report By
 FE1178  HISTORY     - 1935     MONUMENTED       CGS
 FE1178  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1178
 FE1178                          STATION DESCRIPTION
 FE1178
 FE1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1178'0.9 MI S FROM ARLINGTON.
 FE1178'0.9 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1178'THE STATION AT ARLINGTON, SHELBY COUNTY, AT A COUNTY-ROAD CROSSING,
 FE1178'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 25 FEET EAST OF
 FE1178'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 67 1935
 FE1178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FE1178'GROUND.
 FE1178
 FE1178                          STATION RECOVERY (2002)
 FE1178
 FE1178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1178'SUSPECTED DESTROYED. DITCH WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0333 ***********************************************************************
 FC0333  DESIGNATION -  M 68
 FC0333  PID         -  FC0333
 FC0333  STATE/COUNTY-  TN/POLK
 FC0333  USGS QUAD   -  FARNER (1978)
 FC0333
 FC0333                         *CURRENT SURVEY CONTROL
 FC0333  ___________________________________________________________________
 FC0333* NAD 83(1986)-  35 10 01.     (N)    084 21 09.     (W)     SCALED    
 FC0333* NAVD 88     -       326.851  (meters)    1072.34   (feet)  ADJUSTED  
 FC0333  ___________________________________________________________________
 FC0333  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FC0333  DYNAMIC HT  -         326.518 (meters)    1071.25  (feet)  COMP
 FC0333  MODELED GRAV-     979,608.9   (mgal)                       NAVD 88
 FC0333
 FC0333  VERT ORDER  -  SECOND    CLASS 0
 FC0333
 FC0333.The horizontal coordinates were scaled from a topographic map and have
 FC0333.an estimated accuracy of +/- 6 seconds.
 FC0333
 FC0333.The orthometric height was determined by differential leveling
 FC0333.and adjusted by the National Geodetic Survey in June 1991..
 FC0333
 FC0333.The geoid height was determined by GEOID03.
 FC0333
 FC0333.The dynamic height is computed by dividing the NAVD 88
 FC0333.geopotential number by the normal gravity value computed on the
 FC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0333.degrees latitude (g = 980.6199 gals.).
 FC0333
 FC0333.The modeled gravity was interpolated from observed gravity values.
 FC0333
 FC0333;                    North         East    Units  Estimated Accuracy
 FC0333;SPC TN       -    93,750.      750,090.      MT  (+/- 180 meters Scaled)
 FC0333
 FC0333                          SUPERSEDED SURVEY CONTROL
 FC0333
 FC0333  NGVD 29 (??/??/92)  326.896  (m)         1072.49   (f) ADJ UNCH    2 0
 FC0333
 FC0333.Superseded values are not recommended for survey control.
 FC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0333.See file dsdata.txt to determine how the superseded data were derived.
 FC0333
 FC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD411947(NAD 83)
 FC0333_MARKER: DD = SURVEY DISK
 FC0333_SETTING: 66 = SET IN ROCK OUTCROP
 FC0333_SP_SET: SET IN ROCK OUTCROP
 FC0333_STAMPING: M 68 23
 FC0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0333+STABILITY: POSITION/ELEVATION WELL
 FC0333
 FC0333  HISTORY     - Date     Condition        Report By
 FC0333  HISTORY     - UNK      MONUMENTED       USGS
 FC0333  HISTORY     - 1951     GOOD             NGS
 FC0333
 FC0333                          STATION DESCRIPTION
 FC0333
 FC0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0333'0.2 MI E FROM MC FARLAND.
 FC0333'0.2 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0333'THE STATION AT MC FARLAND, POLK COUNTY, JUST WEST OF A CATTLE
 FC0333'GUARD, 13.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND
 FC0333'IN THE TOP OF A LARGE FLAT ROCK, 150 FEET EAST OF THE EAST END
 FC0333'OF A SWITCH, 33 FEET WEST OF CENTER OF SOUTH END OF 36-INCH
 FC0333'CAST IRON CULVERT, AND ABOUT 1.5 FEET HIGHER THAN THE RAIL.  A
 FC0333'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 68 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0336 ***********************************************************************
 FC0336  DESIGNATION -  M 68
 FC0336  PID         -  FC0336
 FC0336  STATE/COUNTY-  TN/POLK
 FC0336  USGS QUAD   -  MC FARLAND (1980)
 FC0336
 FC0336                         *CURRENT SURVEY CONTROL
 FC0336  ___________________________________________________________________
 FC0336* NAD 83(1986)-  35 10 16.     (N)    084 23 37.     (W)     SCALED    
 FC0336* NAVD 88     -       295.657  (meters)     970.00   (feet)  ADJUSTED  
 FC0336  ___________________________________________________________________
 FC0336  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FC0336  DYNAMIC HT  -         295.359 (meters)     969.02  (feet)  COMP
 FC0336  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 FC0336
 FC0336  VERT ORDER  -  SECOND    CLASS 0
 FC0336
 FC0336.The horizontal coordinates were scaled from a topographic map and have
 FC0336.an estimated accuracy of +/- 6 seconds.
 FC0336
 FC0336.The orthometric height was determined by differential leveling
 FC0336.and adjusted by the National Geodetic Survey in June 1991..
 FC0336
 FC0336.The geoid height was determined by GEOID03.
 FC0336
 FC0336.The dynamic height is computed by dividing the NAVD 88
 FC0336.geopotential number by the normal gravity value computed on the
 FC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0336.degrees latitude (g = 980.6199 gals.).
 FC0336
 FC0336.The modeled gravity was interpolated from observed gravity values.
 FC0336
 FC0336;                    North         East    Units  Estimated Accuracy
 FC0336;SPC TN       -    94,150.      746,330.      MT  (+/- 180 meters Scaled)
 FC0336
 FC0336                          SUPERSEDED SURVEY CONTROL
 FC0336
 FC0336  NGVD 29 (??/??/92)  295.707  (m)          970.17   (f) ADJ UNCH    2 0
 FC0336
 FC0336.Superseded values are not recommended for survey control.
 FC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0336.See file dsdata.txt to determine how the superseded data were derived.
 FC0336
 FC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD373951(NAD 83)
 FC0336_MARKER: DD = SURVEY DISK
 FC0336_SETTING: 66 = SET IN ROCK OUTCROP
 FC0336_SP_SET: OUTCROP
 FC0336_STAMPING: M 68 23
 FC0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0336+STABILITY: POSITION/ELEVATION WELL
 FC0336
 FC0336  HISTORY     - Date     Condition        Report By
 FC0336  HISTORY     - UNK      MONUMENTED       USGS
 FC0336  HISTORY     - 1951     GOOD             NGS
 FC0336
 FC0336                          STATION DESCRIPTION
 FC0336
 FC0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0336'3 MI E FROM MC FARLAND.
 FC0336'3.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0336'MC FARLAND, POLK COUNTY, 51.0 FEET NORTHEAST OF MILEPOST L 358,
 FC0336'5 FEET SOUTH OF THE SOUTH RAIL, AND IN THE TOP OF A ROCK OUTCROP
 FC0336'WHICH INCLINES TO THE SOUTH.  A UNITED STATES GEOLOGICAL SURVEY
 FC0336'STANDARD DISK, STAMPED M 68 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0340 ***********************************************************************
 FC0340  DESIGNATION -  M 69
 FC0340  PID         -  FC0340
 FC0340  STATE/COUNTY-  TN/POLK
 FC0340  USGS QUAD   -  FARNER (1978)
 FC0340
 FC0340                         *CURRENT SURVEY CONTROL
 FC0340  ___________________________________________________________________
 FC0340* NAD 83(1986)-  35 10 11.     (N)    084 19 24.     (W)     SCALED    
 FC0340* NAVD 88     -       347.144  (meters)    1138.92   (feet)  ADJUSTED  
 FC0340  ___________________________________________________________________
 FC0340  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC0340  DYNAMIC HT  -         346.790 (meters)    1137.76  (feet)  COMP
 FC0340  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 FC0340
 FC0340  VERT ORDER  -  SECOND    CLASS 0
 FC0340
 FC0340.The horizontal coordinates were scaled from a topographic map and have
 FC0340.an estimated accuracy of +/- 6 seconds.
 FC0340
 FC0340.The orthometric height was determined by differential leveling
 FC0340.and adjusted by the National Geodetic Survey in June 1991..
 FC0340
 FC0340.The geoid height was determined by GEOID03.
 FC0340
 FC0340.The dynamic height is computed by dividing the NAVD 88
 FC0340.geopotential number by the normal gravity value computed on the
 FC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0340.degrees latitude (g = 980.6199 gals.).
 FC0340
 FC0340.The modeled gravity was interpolated from observed gravity values.
 FC0340
 FC0340;                    North         East    Units  Estimated Accuracy
 FC0340;SPC TN       -    94,110.      752,740.      MT  (+/- 180 meters Scaled)
 FC0340
 FC0340                          SUPERSEDED SURVEY CONTROL
 FC0340
 FC0340  NGVD 29 (??/??/92)  347.184  (m)         1139.05   (f) ADJ UNCH    2 0
 FC0340
 FC0340.Superseded values are not recommended for survey control.
 FC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0340.See file dsdata.txt to determine how the superseded data were derived.
 FC0340
 FC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD437951(NAD 83)
 FC0340_MARKER: DD = SURVEY DISK
 FC0340_SETTING: 66 = SET IN ROCK OUTCROP
 FC0340_SP_SET: LEDGE
 FC0340_STAMPING: M 69 23
 FC0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0340+STABILITY: POSITION/ELEVATION WELL
 FC0340
 FC0340  HISTORY     - Date     Condition        Report By
 FC0340  HISTORY     - UNK      MONUMENTED       USGS
 FC0340  HISTORY     - 1949     GOOD             NGS
 FC0340
 FC0340                          STATION DESCRIPTION
 FC0340
 FC0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0340'AT APALACHIA.
 FC0340'AT APALACHIA, POLK COUNTY, 230 FEET EAST OF THE LOUISVILLE
 FC0340'AND NASHVILLE RAILROAD STATION, 5 FEET SOUTH OF THE SOUTH RAIL,
 FC0340'AND IN THE TOP OF A ROCK LEDGE, 6 INCHES HIGHER THAN THE RAIL.
 FC0340'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 69 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1729 ***********************************************************************
 FE1729  DESIGNATION -  M 69
 FE1729  PID         -  FE1729
 FE1729  STATE/COUNTY-  TN/TIPTON
 FE1729  USGS QUAD   -  COVINGTON (1983)
 FE1729
 FE1729                         *CURRENT SURVEY CONTROL
 FE1729  ___________________________________________________________________
 FE1729* NAD 83(1986)-  35 35 49.     (N)    089 37 50.     (W)     SCALED    
 FE1729* NAVD 88     -        90.245  (meters)     296.08   (feet)  ADJUSTED  
 FE1729  ___________________________________________________________________
 FE1729  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1729  DYNAMIC HT  -          90.169 (meters)     295.83  (feet)  COMP
 FE1729  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 FE1729
 FE1729  VERT ORDER  -  SECOND    CLASS 0
 FE1729
 FE1729.The horizontal coordinates were scaled from a topographic map and have
 FE1729.an estimated accuracy of +/- 6 seconds.
 FE1729
 FE1729.The orthometric height was determined by differential leveling
 FE1729.and adjusted by the National Geodetic Survey in June 1991..
 FE1729.WARNING-Repeat measurements at this control monument indicate possible
 FE1729.vertical movement.
 FE1729
 FE1729.The geoid height was determined by GEOID03.
 FE1729
 FE1729.The dynamic height is computed by dividing the NAVD 88
 FE1729.geopotential number by the normal gravity value computed on the
 FE1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1729.degrees latitude (g = 980.6199 gals.).
 FE1729
 FE1729.The modeled gravity was interpolated from observed gravity values.
 FE1729
 FE1729;                    North         East    Units  Estimated Accuracy
 FE1729;SPC TN       -   146,300.      271,090.      MT  (+/- 180 meters Scaled)
 FE1729
 FE1729                          SUPERSEDED SURVEY CONTROL
 FE1729
 FE1729  NGVD 29 (??/??/??)   90.235  (m)          296.05   (f) ADJUSTED    2 0
 FE1729
 FE1729.Superseded values are not recommended for survey control.
 FE1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1729.See file dsdata.txt to determine how the superseded data were derived.
 FE1729
 FE1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE616424(NAD 83)
 FE1729_MARKER: DB = BENCH MARK DISK
 FE1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1729_STAMPING: M 69 1935
 FE1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1729+STABILITY: SURFACE MOTION
 FE1729
 FE1729  HISTORY     - Date     Condition        Report By
 FE1729  HISTORY     - 1935     MONUMENTED       CGS
 FE1729  HISTORY     - 1957     GOOD             CGS
 FE1729  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1729
 FE1729                          STATION DESCRIPTION
 FE1729
 FE1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1729'2.4 MI NE FROM COVINGTON.
 FE1729'2.4 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1729'THE STATION AT COVINGTON, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FE1729'NO. 350, 23 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK,
 FE1729'35 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE NORTH
 FE1729'BOUND TRACK AND A GRAVEL ROAD CROSSING, 22 FEET NORTH OF THE
 FE1729'CENTER LINE OF THE GRAVEL ROAD, 5 FEET WEST OF TELEPHONE POLE
 FE1729'NO. 5500, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 FE1729'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE1729'POST 12 INCHES BELOW THE LEVEL OF THE GROUND.  NOTE-- MARK APPEARS
 FE1729'TO BE IN GOOD CONDITION, HOWEVER, ITS PRESENT ELEVATION INDICATE
 FE1729'THAT MARK HAS PROBABLY BEEN RESET.
 FE1729
 FE1729                          STATION RECOVERY (1974)
 FE1729
 FE1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1466 ***********************************************************************
 FC1466  DESIGNATION -  M 7
 FC1466  PID         -  FC1466
 FC1466  STATE/COUNTY-  TN/WARREN
 FC1466  USGS QUAD   -  MC MINNVILLE (1984)
 FC1466
 FC1466                         *CURRENT SURVEY CONTROL
 FC1466  ___________________________________________________________________
 FC1466* NAD 83(1986)-  35 40 38.     (N)    085 46 23.     (W)     SCALED    
 FC1466* NAVD 88     -       279.937  (meters)     918.43   (feet)  ADJUSTED  
 FC1466  ___________________________________________________________________
 FC1466  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1466  DYNAMIC HT  -         279.678 (meters)     917.58  (feet)  COMP
 FC1466  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 FC1466
 FC1466  VERT ORDER  -  SECOND    CLASS 0
 FC1466
 FC1466.The horizontal coordinates were scaled from a topographic map and have
 FC1466.an estimated accuracy of +/- 6 seconds.
 FC1466
 FC1466.The orthometric height was determined by differential leveling
 FC1466.and adjusted by the National Geodetic Survey in June 1991..
 FC1466
 FC1466.The geoid height was determined by GEOID03.
 FC1466
 FC1466.The dynamic height is computed by dividing the NAVD 88
 FC1466.geopotential number by the normal gravity value computed on the
 FC1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1466.degrees latitude (g = 980.6199 gals.).
 FC1466
 FC1466.The modeled gravity was interpolated from observed gravity values.
 FC1466
 FC1466;                    North         East    Units  Estimated Accuracy
 FC1466;SPC TN       -   149,130.      620,540.      MT  (+/- 180 meters Scaled)
 FC1466
 FC1466                          SUPERSEDED SURVEY CONTROL
 FC1466
 FC1466.No superseded survey control is available for this station.
 FC1466
 FC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE110488(NAD 83)
 FC1466_MARKER: DB = BENCH MARK DISK
 FC1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1466_SP_SET: BUILDING
 FC1466_STAMPING: 918.755 M 7 1930
 FC1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1466
 FC1466  HISTORY     - Date     Condition        Report By
 FC1466  HISTORY     - 1930     MONUMENTED       CGS
 FC1466  HISTORY     - 1953     GOOD             NGS
 FC1466  HISTORY     - 20030208 MARK NOT FOUND   TNDT
 FC1466
 FC1466                          STATION DESCRIPTION
 FC1466
 FC1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1466'AT MC MINNVILLE.
 FC1466'AT MC MINNVILLE, WARREN COUNTY, IN THE EAST WALL OF THE NASHVILLE,
 FC1466'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 3-1/2 FEET EAST OF THE
 FC1466'WAITING-ROOM DOOR, AND 3.9 FEET ABOVE THE PAVEMENT.  A STANDARD
 FC1466'DISK, STAMPED 918.755 M 7 1930 AND SET VERTICALLY.
 FC1466
 FC1466                          STATION RECOVERY (2003)
 FC1466
 FC1466'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1466'RAILWAY STATION HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0350 ***********************************************************************
 FC0350  DESIGNATION -  M 72
 FC0350  PID         -  FC0350
 FC0350  STATE/COUNTY-  TN/POLK
 FC0350  USGS QUAD   -  ISABELLA (1978)
 FC0350
 FC0350                         *CURRENT SURVEY CONTROL
 FC0350  ___________________________________________________________________
 FC0350* NAD 83(1986)-  35 06 56.     (N)    084 20 39.     (W)     SCALED    
 FC0350* NAVD 88     -       465.086  (meters)    1525.87   (feet)  ADJUSTED  
 FC0350  ___________________________________________________________________
 FC0350  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC0350  DYNAMIC HT  -         464.614 (meters)    1524.32  (feet)  COMP
 FC0350  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 FC0350
 FC0350  VERT ORDER  -  SECOND    CLASS 0
 FC0350
 FC0350.The horizontal coordinates were scaled from a topographic map and have
 FC0350.an estimated accuracy of +/- 6 seconds.
 FC0350
 FC0350.The orthometric height was determined by differential leveling
 FC0350.and adjusted by the National Geodetic Survey in June 1991..
 FC0350
 FC0350.The geoid height was determined by GEOID03.
 FC0350
 FC0350.The dynamic height is computed by dividing the NAVD 88
 FC0350.geopotential number by the normal gravity value computed on the
 FC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0350.degrees latitude (g = 980.6199 gals.).
 FC0350
 FC0350.The modeled gravity was interpolated from observed gravity values.
 FC0350
 FC0350;                    North         East    Units  Estimated Accuracy
 FC0350;SPC TN       -    88,070.      750,940.      MT  (+/- 180 meters Scaled)
 FC0350
 FC0350                          SUPERSEDED SURVEY CONTROL
 FC0350
 FC0350  NGVD 29 (??/??/92)  465.125  (m)         1526.00   (f) ADJ UNCH    2 0
 FC0350
 FC0350.Superseded values are not recommended for survey control.
 FC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0350.See file dsdata.txt to determine how the superseded data were derived.
 FC0350
 FC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD420890(NAD 83)
 FC0350_MARKER: DD = SURVEY DISK
 FC0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0350_SP_SET: ABUTMENT
 FC0350_STAMPING: M 72
 FC0350_MARK LOGO: USGS  
 FC0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0350+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2000
 FC0350
 FC0350  HISTORY     - Date     Condition        Report By
 FC0350  HISTORY     - UNK      MONUMENTED       USGS
 FC0350  HISTORY     - 1949     GOOD             NGS
 FC0350  HISTORY     - 20000119 SEE DESCRIPTION  NCGS
 FC0350
 FC0350                          STATION DESCRIPTION
 FC0350
 FC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0350'0.8 MI S FROM TURTLETOWN.
 FC0350'0.8 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0350'TURTLETOWN, POLK COUNTY, AT BRIDGE 56, IN THE CENTER OF THE TOP
 FC0350'OF THE SECOND COURSE OF STONE FROM THE TOP OF THE EAST SIDE OF
 FC0350'THE SOUTH ABUTMENT, 8 FEET EAST OF THE EAST RAIL, AND 3 FEET
 FC0350'LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FC0350'DISK, STAMPED M 72.
 FC0350
 FC0350                          STATION RECOVERY (2000)
 FC0350
 FC0350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0350'THE STATION IS NOT ACCESSIBLE IF IT STILL EXISTS. IT IS COMPLETELY
 FC0350'COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1041 ***********************************************************************
 FE1041  DESIGNATION -  M 72
 FE1041  PID         -  FE1041
 FE1041  STATE/COUNTY-  TN/HARDEMAN
 FE1041  USGS QUAD   -  WHITEVILLE (1981)
 FE1041
 FE1041                         *CURRENT SURVEY CONTROL
 FE1041  ___________________________________________________________________
 FE1041* NAD 83(1986)-  35 19 20.     (N)    089 08 06.     (W)     SCALED    
 FE1041* NAVD 88     -       147.409  (meters)     483.62   (feet)  ADJUSTED  
 FE1041  ___________________________________________________________________
 FE1041  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE1041  DYNAMIC HT  -         147.274 (meters)     483.18  (feet)  COMP
 FE1041  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FE1041
 FE1041  VERT ORDER  -  SECOND    CLASS 0
 FE1041
 FE1041.The horizontal coordinates were scaled from a topographic map and have
 FE1041.an estimated accuracy of +/- 6 seconds.
 FE1041
 FE1041.The orthometric height was determined by differential leveling
 FE1041.and adjusted by the National Geodetic Survey in June 1991..
 FE1041
 FE1041.The geoid height was determined by GEOID03.
 FE1041
 FE1041.The dynamic height is computed by dividing the NAVD 88
 FE1041.geopotential number by the normal gravity value computed on the
 FE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1041.degrees latitude (g = 980.6199 gals.).
 FE1041
 FE1041.The modeled gravity was interpolated from observed gravity values.
 FE1041
 FE1041;                    North         East    Units  Estimated Accuracy
 FE1041;SPC TN       -   114,280.      314,990.      MT  (+/- 180 meters Scaled)
 FE1041
 FE1041                          SUPERSEDED SURVEY CONTROL
 FE1041
 FE1041  NGVD 29 (??/??/??)  147.393  (m)          483.57   (f) ADJUSTED    2 0
 FE1041
 FE1041.Superseded values are not recommended for survey control.
 FE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1041.See file dsdata.txt to determine how the superseded data were derived.
 FE1041
 FE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE059108(NAD 83)
 FE1041_MARKER: DB = BENCH MARK DISK
 FE1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1041_STAMPING: M 72 1935
 FE1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1041+STABILITY: SURFACE MOTION
 FE1041
 FE1041  HISTORY     - Date     Condition        Report By
 FE1041  HISTORY     - 1935     MONUMENTED       CGS
 FE1041  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1041
 FE1041                          STATION DESCRIPTION
 FE1041
 FE1041'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1041'1 MI E FROM WHITEVILLE.
 FE1041'1.0 MILE EAST ALONG U.S. HIGHWAY 64 FROM THE NASHVILLE, CHATTANOOGA
 FE1041'AND ST. LOUIS RAILWAY STATION AT WHITEVILLE, HARDEMAN COUNTY,
 FE1041'0.2 MILE WEST OF THE TOP OF A HIGH HILL, 40 FEET SOUTH OF THE
 FE1041'CENTERLINE OF THE HIGHWAY, AND 24 FEET WEST OF A FENCE CORNER.
 FE1041'A STANDARD DISK, STAMPED M 72 1935 AND SET IN THE TOP OF A
 FE1041'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1016 ***********************************************************************
 FE1016  DESIGNATION -  M 73
 FE1016  PID         -  FE1016
 FE1016  STATE/COUNTY-  TN/FAYETTE
 FE1016  USGS QUAD   -  LAMBERT (1983)
 FE1016
 FE1016                         *CURRENT SURVEY CONTROL
 FE1016  ___________________________________________________________________
 FE1016* NAD 83(1986)-  35 19 05.     (N)    089 26 25.     (W)     SCALED    
 FE1016* NAVD 88     -       106.829  (meters)     350.49   (feet)  ADJUSTED  
 FE1016  ___________________________________________________________________
 FE1016  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1016  DYNAMIC HT  -         106.733 (meters)     350.17  (feet)  COMP
 FE1016  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FE1016
 FE1016  VERT ORDER  -  SECOND    CLASS 0
 FE1016
 FE1016.The horizontal coordinates were scaled from a topographic map and have
 FE1016.an estimated accuracy of +/- 6 seconds.
 FE1016
 FE1016.The orthometric height was determined by differential leveling
 FE1016.and adjusted by the National Geodetic Survey in June 1991..
 FE1016
 FE1016.The geoid height was determined by GEOID03.
 FE1016
 FE1016.The dynamic height is computed by dividing the NAVD 88
 FE1016.geopotential number by the normal gravity value computed on the
 FE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1016.degrees latitude (g = 980.6199 gals.).
 FE1016
 FE1016.The modeled gravity was interpolated from observed gravity values.
 FE1016
 FE1016;                    North         East    Units  Estimated Accuracy
 FE1016;SPC TN       -   114,750.      287,230.      MT  (+/- 180 meters Scaled)
 FE1016
 FE1016                          SUPERSEDED SURVEY CONTROL
 FE1016
 FE1016  NGVD 29 (??/??/??)  106.812  (m)          350.43   (f) ADJUSTED    2 0
 FE1016
 FE1016.Superseded values are not recommended for survey control.
 FE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1016.See file dsdata.txt to determine how the superseded data were derived.
 FE1016
 FE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE781110(NAD 83)
 FE1016_MARKER: DB = BENCH MARK DISK
 FE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1016_STAMPING: M 73 1935
 FE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1016+STABILITY: SURFACE MOTION
 FE1016
 FE1016  HISTORY     - Date     Condition        Report By
 FE1016  HISTORY     - 1935     MONUMENTED       CGS
 FE1016  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1016
 FE1016                          STATION DESCRIPTION
 FE1016
 FE1016'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1016'7.9 MI NW FROM SOMERVILLE.
 FE1016'7.9 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1016'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, AT THE TOP OF A HILL,
 FE1016'200 YARDS NORTH OF A WOODED AREA, 60 FEET FROM THE CENTER OF THE
 FE1016'JUNCTION OF A ROAD LEADING NORTH, AND 40 FEET SOUTH OF THE
 FE1016'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 73 1935
 FE1016'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0495 ***********************************************************************
 FC0495  DESIGNATION -  M 73
 FC0495  PID         -  FC0495
 FC0495  STATE/COUNTY-  TN/MCMINN
 FC0495  USGS QUAD   -  ETOWAH (1975)
 FC0495
 FC0495                         *CURRENT SURVEY CONTROL
 FC0495  ___________________________________________________________________
 FC0495* NAD 83(1986)-  35 19 19.     (N)    084 31 31.     (W)     SCALED    
 FC0495* NAVD 88     -       245.917  (meters)     806.81   (feet)  ADJUSTED  
 FC0495  ___________________________________________________________________
 FC0495  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0495  DYNAMIC HT  -         245.679 (meters)     806.03  (feet)  COMP
 FC0495  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 FC0495
 FC0495  VERT ORDER  -  SECOND    CLASS 0
 FC0495
 FC0495.The horizontal coordinates were scaled from a topographic map and have
 FC0495.an estimated accuracy of +/- 6 seconds.
 FC0495
 FC0495.The orthometric height was determined by differential leveling
 FC0495.and adjusted by the National Geodetic Survey in June 1991..
 FC0495
 FC0495.The geoid height was determined by GEOID03.
 FC0495
 FC0495.The dynamic height is computed by dividing the NAVD 88
 FC0495.geopotential number by the normal gravity value computed on the
 FC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0495.degrees latitude (g = 980.6199 gals.).
 FC0495
 FC0495.The modeled gravity was interpolated from observed gravity values.
 FC0495
 FC0495;                    North         East    Units  Estimated Accuracy
 FC0495;SPC TN       -   110,700.      734,090.      MT  (+/- 180 meters Scaled)
 FC0495
 FC0495                          SUPERSEDED SURVEY CONTROL
 FC0495
 FC0495  NGVD 29 (??/??/92)  245.994  (m)          807.07   (f) ADJ UNCH    2 0
 FC0495
 FC0495.Superseded values are not recommended for survey control.
 FC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0495.See file dsdata.txt to determine how the superseded data were derived.
 FC0495
 FC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE249115(NAD 83)
 FC0495_MARKER: DD = SURVEY DISK
 FC0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0495_SP_SET: BRIDGE
 FC0495_STAMPING: M 73 23
 FC0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0495
 FC0495  HISTORY     - Date     Condition        Report By
 FC0495  HISTORY     - UNK      MONUMENTED       USGS
 FC0495  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0495
 FC0495                          STATION DESCRIPTION
 FC0495
 FC0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0495'AT ETOWAH.
 FC0495'AT ETOWAH, MC MINN COUNTY, 575 FEET SOUTH OF THE SOUTH SIDE OF
 FC0495'THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 140 FEET WEST OF
 FC0495'THE MAIN TRACK, AND IN THE TOP OF THE NORTH CONCRETE WINGWALL OF
 FC0495'THE EAST ABUTMENT OF A HIGHWAY BRIDGE OVER CANE CREEK.  A
 FC0495'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 73 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0322 ***********************************************************************
 FC0322  DESIGNATION -  M 74
 FC0322  PID         -  FC0322
 FC0322  STATE/COUNTY-  TN/MCMINN
 FC0322  USGS QUAD   -  ENGLEWOOD (1980)
 FC0322
 FC0322                         *CURRENT SURVEY CONTROL
 FC0322  ___________________________________________________________________
 FC0322* NAD 83(1986)-  35 25 28.     (N)    084 29 20.     (W)     SCALED    
 FC0322* NAVD 88     -       263.710  (meters)     865.19   (feet)  ADJUSTED  
 FC0322  ___________________________________________________________________
 FC0322  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0322  DYNAMIC HT  -         263.456 (meters)     864.36  (feet)  COMP
 FC0322  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 FC0322
 FC0322  VERT ORDER  -  SECOND    CLASS 0
 FC0322
 FC0322.The horizontal coordinates were scaled from a topographic map and have
 FC0322.an estimated accuracy of +/- 6 seconds.
 FC0322
 FC0322.The orthometric height was determined by differential leveling
 FC0322.and adjusted by the National Geodetic Survey in June 1991..
 FC0322
 FC0322.The geoid height was determined by GEOID03.
 FC0322
 FC0322.The dynamic height is computed by dividing the NAVD 88
 FC0322.geopotential number by the normal gravity value computed on the
 FC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0322.degrees latitude (g = 980.6199 gals.).
 FC0322
 FC0322.The modeled gravity was interpolated from observed gravity values.
 FC0322
 FC0322;                    North         East    Units  Estimated Accuracy
 FC0322;SPC TN       -   122,120.      737,220.      MT  (+/- 180 meters Scaled)
 FC0322
 FC0322                          SUPERSEDED SURVEY CONTROL
 FC0322
 FC0322  NGVD 29 (??/??/92)  263.790  (m)          865.45   (f) ADJ UNCH    2 0
 FC0322
 FC0322.Superseded values are not recommended for survey control.
 FC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0322.See file dsdata.txt to determine how the superseded data were derived.
 FC0322
 FC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE279230(NAD 83)
 FC0322_MARKER: DD = SURVEY DISK
 FC0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0322_SP_SET: BRASS SIGNAL
 FC0322_STAMPING: M 74 23
 FC0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0322
 FC0322  HISTORY     - Date     Condition        Report By
 FC0322  HISTORY     - UNK      MONUMENTED       USGS
 FC0322  HISTORY     - 1949     GOOD             NGS
 FC0322
 FC0322                          STATION DESCRIPTION
 FC0322
 FC0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0322'AT ENGLEWOOD.
 FC0322'AT ENGLEWOOD, MC MINN COUNTY, 0.2 MILE SOUTHWEST OF THE LOUISVILLE
 FC0322'AND NASHVILLE RAILROAD STATION, 200 FEET SOUTHWEST OF THE JUNCTION
 FC0322'OF THE BRANCH LINE, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 FC0322'IN THE TOP OF THE CONCRETE BASE OF BLOCK SIGNAL 326.2.  A UNITED
 FC0322'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M-74-23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0466 ***********************************************************************
 FF0466  DESIGNATION -  M 75
 FF0466  PID         -  FF0466
 FF0466  STATE/COUNTY-  TN/SHELBY
 FF0466  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0466
 FF0466                         *CURRENT SURVEY CONTROL
 FF0466  ___________________________________________________________________
 FF0466* NAD 83(1986)-  35 05 10.     (N)    090 02 10.     (W)     SCALED    
 FF0466* NAVD 88     -        74.098  (meters)     243.10   (feet)  ADJUSTED  
 FF0466  ___________________________________________________________________
 FF0466  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0466  DYNAMIC HT  -          74.030 (meters)     242.88  (feet)  COMP
 FF0466  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FF0466
 FF0466  VERT ORDER  -  FIRST     CLASS II
 FF0466
 FF0466.The horizontal coordinates were scaled from a topographic map and have
 FF0466.an estimated accuracy of +/- 6 seconds.
 FF0466
 FF0466.The orthometric height was determined by differential leveling
 FF0466.and adjusted by the National Geodetic Survey in June 1991..
 FF0466
 FF0466.The geoid height was determined by GEOID03.
 FF0466
 FF0466.The dynamic height is computed by dividing the NAVD 88
 FF0466.geopotential number by the normal gravity value computed on the
 FF0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0466.degrees latitude (g = 980.6199 gals.).
 FF0466
 FF0466.The modeled gravity was interpolated from observed gravity values.
 FF0466
 FF0466;                    North         East    Units  Estimated Accuracy
 FF0466;SPC TN       -    91,110.      232,030.      MT  (+/- 180 meters Scaled)
 FF0466
 FF0466                          SUPERSEDED SURVEY CONTROL
 FF0466
 FF0466  NGVD 29 (??/??/??)   74.066  (m)          243.00   (f) ADJUSTED    1 2
 FF0466
 FF0466.Superseded values are not recommended for survey control.
 FF0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0466.See file dsdata.txt to determine how the superseded data were derived.
 FF0466
 FF0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU702866(NAD 83)
 FF0466_MARKER: DB = BENCH MARK DISK
 FF0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0466_SP_SET: CULVERT
 FF0466_STAMPING: M 75 1956
 FF0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0466+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0466
 FF0466  HISTORY     - Date     Condition        Report By
 FF0466  HISTORY     - 1956     MONUMENTED       CGS
 FF0466  HISTORY     - 1974     GOOD             NGS
 FF0466  HISTORY     - 1976     GOOD             NGS
 FF0466  HISTORY     - 19950322 GOOD             TN1620
 FF0466  HISTORY     - 20021030 GOOD             USACE
 FF0466
 FF0466                          STATION DESCRIPTION
 FF0466
 FF0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0466'AT MEMPHIS.
 FF0466'AT MEMPHIS, 1.5 MILES EAST ALONG MALLORY AVENUE FROM THE
 FF0466'INTERSECTION OF FLORIDA STREET, 1.2 MILES EAST OF THE INTERSECTION
 FF0466'OF SOUTH THIRD STREET (U.S. HIGHWAY 61), 0.25 MILE EAST OF THE
 FF0466'LONGVIEW HEIGHTS CHURCH OF 7TH DAY ADVENTIST, AT THE INTERSECTION
 FF0466'OF MALLORY AVENUE AND PROSPECT STREET, 143 FEET EAST OF THE
 FF0466'CENTER LINE OF PROSPECT STREET, 42 FEET NORTH OF THE CENTER LINE
 FF0466'OF MALLORY AVENUE, 5.3 FEET NORTH OF THE NORTH EDGE OF SIDEWALK,
 FF0466'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF AN
 FF0466'8 FOOT CONCRETE CULVERT UNDER MALLORY AVENUE, 1/2 FOOT WEST OF
 FF0466'THE WEST END OF A PIPE RAILING, ABOUT LEVEL WITH MALLORY AVENUE.
 FF0466
 FF0466                          STATION RECOVERY (1976)
 FF0466
 FF0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0466'RECOVERED IN GOOD CONDITION.
 FF0466
 FF0466                          STATION RECOVERY (1995)
 FF0466
 FF0466'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0466'RECOVERED IN GOOD CONDITION.
 FF0466
 FF0466                          STATION RECOVERY (2002)
 FF0466
 FF0466'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0039 ***********************************************************************
 FD0039  DESIGNATION -  M 77
 FD0039  PID         -  FD0039
 FD0039  STATE/COUNTY-  TN/BEDFORD
 FD0039  USGS QUAD   -  WARTRACE (1980)
 FD0039
 FD0039                         *CURRENT SURVEY CONTROL
 FD0039  ___________________________________________________________________
 FD0039* NAD 83(1986)-  35 30 39.     (N)    086 19 30.     (W)     SCALED    
 FD0039* NAVD 88     -       242.413  (meters)     795.32   (feet)  ADJUSTED  
 FD0039  ___________________________________________________________________
 FD0039  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0039  DYNAMIC HT  -         242.188 (meters)     794.58  (feet)  COMP
 FD0039  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FD0039
 FD0039  VERT ORDER  -  SECOND    CLASS 0
 FD0039
 FD0039.The horizontal coordinates were scaled from a topographic map and have
 FD0039.an estimated accuracy of +/- 6 seconds.
 FD0039
 FD0039.The orthometric height was determined by differential leveling
 FD0039.and adjusted by the National Geodetic Survey in June 1991..
 FD0039
 FD0039.The geoid height was determined by GEOID03.
 FD0039
 FD0039.The dynamic height is computed by dividing the NAVD 88
 FD0039.geopotential number by the normal gravity value computed on the
 FD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0039.degrees latitude (g = 980.6199 gals.).
 FD0039
 FD0039.The modeled gravity was interpolated from observed gravity values.
 FD0039
 FD0039;                    North         East    Units  Estimated Accuracy
 FD0039;SPC TN       -   130,690.      570,520.      MT  (+/- 180 meters Scaled)
 FD0039
 FD0039                          SUPERSEDED SURVEY CONTROL
 FD0039
 FD0039  NGVD 29 (??/??/92)  242.408  (m)          795.30   (f) ADJ UNCH    2 0
 FD0039
 FD0039.Superseded values are not recommended for survey control.
 FD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0039.See file dsdata.txt to determine how the superseded data were derived.
 FD0039
 FD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE612299(NAD 83)
 FD0039_MARKER: DB = BENCH MARK DISK
 FD0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0039_SP_SET: BRIDGE
 FD0039_STAMPING: M 77 1934
 FD0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0039
 FD0039  HISTORY     - Date     Condition        Report By
 FD0039  HISTORY     - 1934     MONUMENTED       CGS
 FD0039  HISTORY     - 1944     POOR             NGS
 FD0039
 FD0039                          STATION DESCRIPTION
 FD0039
 FD0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FD0039'1.4 MI SE FROM WARTRACE.
 FD0039'1.4 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0039'LOUIS RAILWAY FROM THE STATION AT WARTRACE, BEDFORD COUNTY, 0.2
 FD0039'MILE SOUTHEAST OF MILEPOST 56, NEAR A PUMPING STATION, AT BRIDGE
 FD0039'56.2, AND IN THE TOP OF THE NORTHWEST ABUTMENT, 4.5 FEET LOWER
 FD0039'THAN THE TRACK.  A STANDARD DISK, STAMPED M 77 1934.  NOTE-- USE
 FD0039'WITH CAUTION.  THE WINGWALL OF BRIDGE 56.2 CONTAINING THIS BENCH
 FD0039'MARK HAS SETTLED AN UNKNOWN AMOUNT ON ACCOUNT OF EXCAVATION WORK
 FD0039'AROUND THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1136 ***********************************************************************
 GB1136  DESIGNATION -  M 78
 GB1136  PID         -  GB1136
 GB1136  STATE/COUNTY-  TN/FENTRESS
 GB1136  USGS QUAD   -  PALL MALL (1986)
 GB1136
 GB1136                         *CURRENT SURVEY CONTROL
 GB1136  ___________________________________________________________________
 GB1136* NAD 83(1986)-  36 30 07.     (N)    084 58 01.     (W)     SCALED    
 GB1136* NAVD 88     -       389.067  (meters)    1276.46   (feet)  ADJUSTED  
 GB1136  ___________________________________________________________________
 GB1136  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1136  DYNAMIC HT  -         388.729 (meters)    1275.36  (feet)  COMP
 GB1136  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GB1136
 GB1136  VERT ORDER  -  SECOND    CLASS 0
 GB1136
 GB1136.The horizontal coordinates were scaled from a topographic map and have
 GB1136.an estimated accuracy of +/- 6 seconds.
 GB1136
 GB1136.The orthometric height was determined by differential leveling
 GB1136.and adjusted by the National Geodetic Survey in June 1991..
 GB1136
 GB1136.The geoid height was determined by GEOID03.
 GB1136
 GB1136.The dynamic height is computed by dividing the NAVD 88
 GB1136.geopotential number by the normal gravity value computed on the
 GB1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1136.degrees latitude (g = 980.6199 gals.).
 GB1136
 GB1136.The modeled gravity was interpolated from observed gravity values.
 GB1136
 GB1136;                    North         East    Units  Estimated Accuracy
 GB1136;SPC TN       -   241,100.      692,550.      MT  (+/- 180 meters Scaled)
 GB1136
 GB1136                          SUPERSEDED SURVEY CONTROL
 GB1136
 GB1136  NGVD 29 (??/??/92)  389.182  (m)         1276.84   (f) ADJ UNCH    2 0
 GB1136
 GB1136.Superseded values are not recommended for survey control.
 GB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1136.See file dsdata.txt to determine how the superseded data were derived.
 GB1136
 GB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF820415(NAD 83)
 GB1136_MARKER: DB = BENCH MARK DISK
 GB1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1136_STAMPING: M 78 1935
 GB1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1136+STABILITY: SURFACE MOTION
 GB1136
 GB1136  HISTORY     - Date     Condition        Report By
 GB1136  HISTORY     - 1935     MONUMENTED       CGS
 GB1136  HISTORY     - 1961     MARK NOT FOUND   NGS
 GB1136
 GB1136                          STATION DESCRIPTION
 GB1136
 GB1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1136'6.2 MI N FROM JAMESTOWN.
 GB1136'6.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE COUNTY COURTHOUSE
 GB1136'AT JAMESTOWN, FENTRESS COUNTY, 111 FEET NORTH OF A 10-INCH LONE
 GB1136'CEDAR TREE, 100 FEET EAST OF THE SOUTH END OF AN ABANDONED ROCK
 GB1136'QUARRY, 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, HALFWAY UP
 GB1136'A HILL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 78
 GB1136'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1136
 GB1136                          STATION RECOVERY (1961)
 GB1136
 GB1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0111 ***********************************************************************
 GB0111  DESIGNATION -  M 79
 GB0111  PID         -  GB0111
 GB0111  STATE/COUNTY-  TN/CAMPBELL
 GB0111  USGS QUAD   -  JELLICO EAST (1982)
 GB0111
 GB0111                         *CURRENT SURVEY CONTROL
 GB0111  ___________________________________________________________________
 GB0111* NAD 83(1986)-  36 33 57.     (N)    084 02 10.     (W)     SCALED    
 GB0111* NAVD 88     -       316.395  (meters)    1038.04   (feet)  ADJUSTED  
 GB0111  ___________________________________________________________________
 GB0111  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0111  DYNAMIC HT  -         316.121 (meters)    1037.14  (feet)  COMP
 GB0111  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GB0111
 GB0111  VERT ORDER  -  SECOND    CLASS 0
 GB0111
 GB0111.The horizontal coordinates were scaled from a topographic map and have
 GB0111.an estimated accuracy of +/- 6 seconds.
 GB0111
 GB0111.The orthometric height was determined by differential leveling
 GB0111.and adjusted by the National Geodetic Survey in June 1991..
 GB0111
 GB0111.The geoid height was determined by GEOID03.
 GB0111
 GB0111.The dynamic height is computed by dividing the NAVD 88
 GB0111.geopotential number by the normal gravity value computed on the
 GB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0111.degrees latitude (g = 980.6199 gals.).
 GB0111
 GB0111.The modeled gravity was interpolated from observed gravity values.
 GB0111
 GB0111;                    North         East    Units  Estimated Accuracy
 GB0111;SPC TN       -   249,470.      775,790.      MT  (+/- 180 meters Scaled)
 GB0111
 GB0111                          SUPERSEDED SURVEY CONTROL
 GB0111
 GB0111  NGVD 29 (??/??/92)  316.542  (m)         1038.52   (f) ADJ UNCH    2 0
 GB0111
 GB0111.Superseded values are not recommended for survey control.
 GB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0111.See file dsdata.txt to determine how the superseded data were derived.
 GB0111
 GB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652508(NAD 83)
 GB0111_MARKER: DB = BENCH MARK DISK
 GB0111_SETTING: 66 = SET IN ROCK OUTCROP
 GB0111_SP_SET: ROCK LEDGE
 GB0111_STAMPING: M 79 1935 1038.522
 GB0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0111+STABILITY: POSITION/ELEVATION WELL
 GB0111
 GB0111  HISTORY     - Date     Condition        Report By
 GB0111  HISTORY     - 1935     MONUMENTED       CGS
 GB0111  HISTORY     - 1957     GOOD             NGS
 GB0111
 GB0111                          STATION DESCRIPTION
 GB0111
 GB0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0111'AT HOLTON.
 GB0111'AT HOLTON, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0111'RAILROAD, 23 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 GB0111'STATION, 7.2 FEET EAST OF THE EAST RAIL, IN THE TOP OF A ROCK
 GB0111'LEDGE, AND 0.3 FOOT ABOVE THE TOP OF THE RAIL.  NOTE-- NORTHEAST
 GB0111'ACROSS TRACK FROM TELEPHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0792 ***********************************************************************
 FC0792  DESIGNATION -  M 8
 FC0792  PID         -  FC0792
 FC0792  STATE/COUNTY-  TN/CUMBERLAND
 FC0792  USGS QUAD   -  DORTON (1991)
 FC0792
 FC0792                         *CURRENT SURVEY CONTROL
 FC0792  ___________________________________________________________________
 FC0792* NAD 83(1986)-  35 57 10.     (N)    084 57 28.     (W)     SCALED    
 FC0792* NAVD 88     -       552.909  (meters)    1814.00   (feet)  ADJUSTED  
 FC0792  ___________________________________________________________________
 FC0792  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC0792  DYNAMIC HT  -         552.395 (meters)    1812.32  (feet)  COMP
 FC0792  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC0792
 FC0792  VERT ORDER  -  SECOND    CLASS 0
 FC0792
 FC0792.The horizontal coordinates were scaled from a topographic map and have
 FC0792.an estimated accuracy of +/- 6 seconds.
 FC0792
 FC0792.The orthometric height was determined by differential leveling
 FC0792.and adjusted by the National Geodetic Survey in June 1991..
 FC0792
 FC0792.The geoid height was determined by GEOID03.
 FC0792
 FC0792.The dynamic height is computed by dividing the NAVD 88
 FC0792.geopotential number by the normal gravity value computed on the
 FC0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0792.degrees latitude (g = 980.6199 gals.).
 FC0792
 FC0792.The modeled gravity was interpolated from observed gravity values.
 FC0792
 FC0792;                    North         East    Units  Estimated Accuracy
 FC0792;SPC TN       -   180,180.      694,020.      MT  (+/- 180 meters Scaled)
 FC0792
 FC0792                          SUPERSEDED SURVEY CONTROL
 FC0792
 FC0792  NGVD 29 (??/??/92)  552.980  (m)         1814.24   (f) ADJ UNCH    2 0
 FC0792
 FC0792.Superseded values are not recommended for survey control.
 FC0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0792.See file dsdata.txt to determine how the superseded data were derived.
 FC0792
 FC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE841806(NAD 83)
 FC0792_MARKER: DB = BENCH MARK DISK
 FC0792_SETTING: 66 = SET IN ROCK OUTCROP
 FC0792_SP_SET: ROCK LEDGE
 FC0792_STAMPING: 1814.393 M 8 1931
 FC0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0792+STABILITY: POSITION/ELEVATION WELL
 FC0792
 FC0792  HISTORY     - Date     Condition        Report By
 FC0792  HISTORY     - 1931     MONUMENTED       CGS
 FC0792  HISTORY     - 1934     GOOD             NGS
 FC0792  HISTORY     - 1960     MARK NOT FOUND   NGS
 FC0792
 FC0792                          STATION DESCRIPTION
 FC0792
 FC0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0792'AT DORTON.
 FC0792'AT DORTON, CUMBERLAND COUNTY, ON THE TENNESSEE CENTRAL RAILWAY,
 FC0792'260 YARDS EAST OF MILEPOST 135, 4 RAILS EAST OF A ROAD CROSSING,
 FC0792'AND IN A SANDSTONE LEDGE, 16 FEET NORTH OF THE NORTH RAIL OF THE
 FC0792'MAIN TRACK.  A STANDARD DISK, STAMPED 1814.393 M 8 1931.
 FC0792
 FC0792                          STATION RECOVERY (1960)
 FC0792
 FC0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FC0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1806 ***********************************************************************
 GB1806  DESIGNATION -  M 81
 GB1806  PID         -  GB1806
 GB1806  STATE/COUNTY-  TN/WHITE
 GB1806  USGS QUAD   -  BURGESS FALLS (1986)
 GB1806
 GB1806                         *CURRENT SURVEY CONTROL
 GB1806  ___________________________________________________________________
 GB1806* NAD 83(1986)-  36 04 35.     (N)    085 30 32.     (W)     SCALED    
 GB1806* NAVD 88     -       300.676  (meters)     986.47   (feet)  ADJUSTED  
 GB1806  ___________________________________________________________________
 GB1806  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GB1806  DYNAMIC HT  -         300.408 (meters)     985.59  (feet)  COMP
 GB1806  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GB1806
 GB1806  VERT ORDER  -  SECOND    CLASS 0
 GB1806
 GB1806.The horizontal coordinates were scaled from a topographic map and have
 GB1806.an estimated accuracy of +/- 6 seconds.
 GB1806
 GB1806.The orthometric height was determined by differential leveling
 GB1806.and adjusted by the National Geodetic Survey in June 1991..
 GB1806
 GB1806.The geoid height was determined by GEOID03.
 GB1806
 GB1806.The dynamic height is computed by dividing the NAVD 88
 GB1806.geopotential number by the normal gravity value computed on the
 GB1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1806.degrees latitude (g = 980.6199 gals.).
 GB1806
 GB1806.The modeled gravity was interpolated from observed gravity values.
 GB1806
 GB1806;                    North         East    Units  Estimated Accuracy
 GB1806;SPC TN       -   193,500.      644,240.      MT  (+/- 180 meters Scaled)
 GB1806
 GB1806                          SUPERSEDED SURVEY CONTROL
 GB1806
 GB1806  NGVD 29 (??/??/92)  300.755  (m)          986.73   (f) ADJ UNCH    2 0
 GB1806
 GB1806.Superseded values are not recommended for survey control.
 GB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1806.See file dsdata.txt to determine how the superseded data were derived.
 GB1806
 GB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE342934(NAD 83)
 GB1806_MARKER: DB = BENCH MARK DISK
 GB1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1806_STAMPING: M 81 1935
 GB1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1806+STABILITY: SURFACE MOTION
 GB1806
 GB1806  HISTORY     - Date     Condition        Report By
 GB1806  HISTORY     - 1935     MONUMENTED       CGS
 GB1806
 GB1806                          STATION DESCRIPTION
 GB1806
 GB1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1806'6.7 MI SE FROM COOKEVILLE.
 GB1806'IN WHITE COUNTY, 6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM
 GB1806'THE COUNTY COURTHOUSE AT COOKEVILLE, PUTNAM COUNTY, 43 YARDS
 GB1806'NORTHEAST OF A FARMHOUSE OWNED IN 1935 BY HARVEY BULLOCK, 55 FEET
 GB1806'NORTH OF THE SOUTHEAST CORNER OF THE GARDEN, 26 FEET WEST OF THE
 GB1806'CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF THE GARDEN FENCE, AND 1
 GB1806'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 81 1935
 GB1806'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1974 ***********************************************************************
 GB1974  DESIGNATION -  M 82
 GB1974  PID         -  GB1974
 GB1974  STATE/COUNTY-  TN/CLAY
 GB1974  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1974
 GB1974                         *CURRENT SURVEY CONTROL
 GB1974  ___________________________________________________________________
 GB1974* NAD 83(1986)-  36 34 51.     (N)    085 46 44.     (W)     SCALED    
 GB1974* NAVD 88     -       230.994  (meters)     757.85   (feet)  ADJUSTED  
 GB1974  ___________________________________________________________________
 GB1974  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1974  DYNAMIC HT  -         230.799 (meters)     757.21  (feet)  COMP
 GB1974  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GB1974
 GB1974  VERT ORDER  -  SECOND    CLASS 0
 GB1974
 GB1974.The horizontal coordinates were scaled from a topographic map and have
 GB1974.an estimated accuracy of +/- 6 seconds.
 GB1974
 GB1974.The orthometric height was determined by differential leveling
 GB1974.and adjusted by the National Geodetic Survey in June 1991..
 GB1974
 GB1974.The geoid height was determined by GEOID03.
 GB1974
 GB1974.The dynamic height is computed by dividing the NAVD 88
 GB1974.geopotential number by the normal gravity value computed on the
 GB1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1974.degrees latitude (g = 980.6199 gals.).
 GB1974
 GB1974.The modeled gravity was interpolated from observed gravity values.
 GB1974
 GB1974;                    North         East    Units  Estimated Accuracy
 GB1974;SPC TN       -   249,390.      619,790.      MT  (+/- 180 meters Scaled)
 GB1974
 GB1974                          SUPERSEDED SURVEY CONTROL
 GB1974
 GB1974  NGVD 29 (??/??/92)  231.100  (m)          758.20   (f) ADJ UNCH    2 0
 GB1974
 GB1974.Superseded values are not recommended for survey control.
 GB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1974.See file dsdata.txt to determine how the superseded data were derived.
 GB1974
 GB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF092490(NAD 83)
 GB1974_MARKER: DB = BENCH MARK DISK
 GB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1974_STAMPING: M 82 1935
 GB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1974+STABILITY: SURFACE MOTION
 GB1974
 GB1974  HISTORY     - Date     Condition        Report By
 GB1974  HISTORY     - 1935     MONUMENTED       CGS
 GB1974
 GB1974                          STATION DESCRIPTION
 GB1974
 GB1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1974'AT HERMITAGE SPRINGS.
 GB1974'AT HERMITAGE SPRINGS, CLAY COUNTY, ON STATE HIGHWAY 52, 28 YARDS
 GB1974'NORTHWEST OF A DIRT-ROAD INTERSECTION, 13.6 FEET NORTHEAST OF THE
 GB1974'NORTHEAST CORNER OF THE HERMITAGE SPRINGS BANK, 2.6 FEET EAST
 GB1974'OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1974'M 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0209 ***********************************************************************
 GC0209  DESIGNATION -  M 83
 GC0209  PID         -  GC0209
 GC0209  STATE/COUNTY-  TN/SUMNER
 GC0209  USGS QUAD   -  BETHPAGE (1994)
 GC0209
 GC0209                         *CURRENT SURVEY CONTROL
 GC0209  ___________________________________________________________________
 GC0209* NAD 83(1986)-  36 23 25.     (N)    086 17 51.     (W)     SCALED    
 GC0209* NAVD 88     -       163.833  (meters)     537.51   (feet)  ADJUSTED  
 GC0209  ___________________________________________________________________
 GC0209  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0209  DYNAMIC HT  -         163.698 (meters)     537.07  (feet)  COMP
 GC0209  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GC0209
 GC0209  VERT ORDER  -  SECOND    CLASS 0
 GC0209
 GC0209.The horizontal coordinates were scaled from a topographic map and have
 GC0209.an estimated accuracy of +/- 6 seconds.
 GC0209
 GC0209.The orthometric height was determined by differential leveling
 GC0209.and adjusted by the National Geodetic Survey in June 1991..
 GC0209
 GC0209.The geoid height was determined by GEOID03.
 GC0209
 GC0209.The dynamic height is computed by dividing the NAVD 88
 GC0209.geopotential number by the normal gravity value computed on the
 GC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0209.degrees latitude (g = 980.6199 gals.).
 GC0209
 GC0209.The modeled gravity was interpolated from observed gravity values.
 GC0209
 GC0209;                    North         East    Units  Estimated Accuracy
 GC0209;SPC TN       -   228,260.      573,310.      MT  (+/- 180 meters Scaled)
 GC0209
 GC0209                          SUPERSEDED SURVEY CONTROL
 GC0209
 GC0209  NGVD 29 (??/??/92)  163.893  (m)          537.71   (f) ADJ UNCH    2 0
 GC0209
 GC0209.Superseded values are not recommended for survey control.
 GC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0209.See file dsdata.txt to determine how the superseded data were derived.
 GC0209
 GC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF630274(NAD 83)
 GC0209_MARKER: DB = BENCH MARK DISK
 GC0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0209_STAMPING: M 83 1935
 GC0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0209+STABILITY: SURFACE MOTION
 GC0209
 GC0209  HISTORY     - Date     Condition        Report By
 GC0209  HISTORY     - 1935     MONUMENTED       CGS
 GC0209  HISTORY     - 1961     GOOD             NGS
 GC0209
 GC0209                          STATION DESCRIPTION
 GC0209
 GC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0209'0.9 MI E FROM CASTALIAN SPRINGS.
 GC0209'0.9 MILE EAST ALONG STATE HIGHWAY 25 FROM CASTALIAN SPRINGS,
 GC0209'SUMNER COUNTY, 41 YARDS SOUTHEAST OF A BRICK FARMHOUSE, 23.7
 GC0209'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 GC0209'BOARD FENCE, AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GC0209'DISK, STAMPED M 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0209
 GC0209                          STATION RECOVERY (1961)
 GC0209
 GC0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1621 ***********************************************************************
 GB1621  DESIGNATION -  M 84
 GB1621  PID         -  GB1621
 GB1621  STATE/COUNTY-  TN/PUTNAM
 GB1621  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1621
 GB1621                         *CURRENT SURVEY CONTROL
 GB1621  ___________________________________________________________________
 GB1621* NAD 83(1986)-  36 11 40.     (N)    085 24 40.     (W)     SCALED    
 GB1621* NAVD 88     -       433.403  (meters)    1421.92   (feet)  POSTED    
 GB1621  ___________________________________________________________________
 GB1621  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1621  DYNAMIC HT  -         433.020 (meters)    1420.67  (feet)  COMP
 GB1621  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GB1621
 GB1621  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB1621
 GB1621.The horizontal coordinates were scaled from a topographic map and have
 GB1621.an estimated accuracy of +/- 6 seconds.
 GB1621
 GB1621.The orthometric height was determined by differential leveling
 GB1621.and adjusted by the National Geodetic Survey in 1992..
 GB1621.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB1621.rate of 3.1 thru 4.0 mm/km.
 GB1621
 GB1621.The geoid height was determined by GEOID03.
 GB1621
 GB1621.The dynamic height is computed by dividing the NAVD 88
 GB1621.geopotential number by the normal gravity value computed on the
 GB1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1621.degrees latitude (g = 980.6199 gals.).
 GB1621
 GB1621.The modeled gravity was interpolated from observed gravity values.
 GB1621
 GB1621;                    North         East    Units  Estimated Accuracy
 GB1621;SPC TN       -   206,650.      652,960.      MT  (+/- 180 meters Scaled)
 GB1621
 GB1621                          SUPERSEDED SURVEY CONTROL
 GB1621
 GB1621  NGVD 29 (??/??/92)  433.473  (m)         1422.15   (f) ADJ UNCH    2 0
 GB1621
 GB1621.Superseded values are not recommended for survey control.
 GB1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1621.See file dsdata.txt to determine how the superseded data were derived.
 GB1621
 GB1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF428066(NAD 83)
 GB1621_MARKER: DB = BENCH MARK DISK
 GB1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1621_STAMPING: M 84 1935
 GB1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1621+STABILITY: SURFACE MOTION
 GB1621
 GB1621  HISTORY     - Date     Condition        Report By
 GB1621  HISTORY     - 1935     MONUMENTED       CGS
 GB1621
 GB1621                          STATION DESCRIPTION
 GB1621
 GB1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1621'3.3 MI E FROM ALGOOD.
 GB1621'3.3 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1621'STATION AT ALGOOD, PUTNAM COUNTY, AT THE STATION AT PARRAGON,
 GB1621'55 FEET SOUTHEAST OF THE INTERSECTION OF THE SOUTH RAIL WITH
 GB1621'THE CENTERLINE OF A PRIVATE DRIVE, 26 FEET NORTH OF THE
 GB1621'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 19 FEET
 GB1621'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 GB1621'THE RAIL.  A STANDARD DISK, STAMPED M 84 1935 AND SET IN THE TOP
 GB1621'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0362 ***********************************************************************
 GC0362  DESIGNATION -  M 85
 GC0362  PID         -  GC0362
 GC0362  STATE/COUNTY-  TN/DAVIDSON
 GC0362  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0362
 GC0362                         *CURRENT SURVEY CONTROL
 GC0362  ___________________________________________________________________
 GC0362* NAD 83(1986)-  36 09 54.     (N)    086 39 04.     (W)     SCALED    
 GC0362* NAVD 88     -       151.270  (meters)     496.29   (feet)  ADJUSTED  
 GC0362  ___________________________________________________________________
 GC0362  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0362  DYNAMIC HT  -         151.142 (meters)     495.87  (feet)  COMP
 GC0362  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GC0362
 GC0362  VERT ORDER  -  SECOND    CLASS 0
 GC0362
 GC0362.The horizontal coordinates were scaled from a topographic map and have
 GC0362.an estimated accuracy of +/- 6 seconds.
 GC0362
 GC0362.The orthometric height was determined by differential leveling
 GC0362.and adjusted by the National Geodetic Survey in June 1991..
 GC0362
 GC0362.The geoid height was determined by GEOID03.
 GC0362
 GC0362.The dynamic height is computed by dividing the NAVD 88
 GC0362.geopotential number by the normal gravity value computed on the
 GC0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0362.degrees latitude (g = 980.6199 gals.).
 GC0362
 GC0362.The modeled gravity was interpolated from observed gravity values.
 GC0362
 GC0362;                    North         East    Units  Estimated Accuracy
 GC0362;SPC TN       -   203,420.      541,420.      MT  (+/- 180 meters Scaled)
 GC0362
 GC0362                          SUPERSEDED SURVEY CONTROL
 GC0362
 GC0362  NGVD 29 (??/??/92)  151.314  (m)          496.44   (f) ADJ UNCH    2 0
 GC0362
 GC0362.Superseded values are not recommended for survey control.
 GC0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0362.See file dsdata.txt to determine how the superseded data were derived.
 GC0362
 GC0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF313023(NAD 83)
 GC0362_MARKER: DB = BENCH MARK DISK
 GC0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0362_STAMPING: M 85 1935
 GC0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0362+STABILITY: SURFACE MOTION
 GC0362
 GC0362  HISTORY     - Date     Condition        Report By
 GC0362  HISTORY     - 1935     MONUMENTED       CGS
 GC0362
 GC0362                          STATION DESCRIPTION
 GC0362
 GC0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0362'0.6 MI E FROM DONELSON.
 GC0362'0.6 MILE EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0362'AT DONELSON, DAVIDSON COUNTY, 71 FEET EAST OF THE CENTERLINE OF A
 GC0362'ROAD, 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2 FEET LOWER
 GC0362'THAN THE RAIL.  A STANDARD DISK, STAMPED M 85 1935 AND SET IN THE
 GC0362'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0348 ***********************************************************************
 GC0348  DESIGNATION -  M 86
 GC0348  PID         -  GC0348
 GC0348  STATE/COUNTY-  TN/SUMNER
 GC0348  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0348
 GC0348                         *CURRENT SURVEY CONTROL
 GC0348  ___________________________________________________________________
 GC0348* NAD 83(1986)-  36 22 08.     (N)    086 30 51.     (W)     SCALED    
 GC0348* NAVD 88     -       162.825  (meters)     534.20   (feet)  ADJUSTED  
 GC0348  ___________________________________________________________________
 GC0348  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0348  DYNAMIC HT  -         162.689 (meters)     533.76  (feet)  COMP
 GC0348  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GC0348
 GC0348  VERT ORDER  -  SECOND    CLASS 0
 GC0348
 GC0348.The horizontal coordinates were scaled from a topographic map and have
 GC0348.an estimated accuracy of +/- 6 seconds.
 GC0348
 GC0348.The orthometric height was determined by differential leveling
 GC0348.and adjusted by the National Geodetic Survey in June 1991..
 GC0348
 GC0348.The geoid height was determined by GEOID03.
 GC0348
 GC0348.The dynamic height is computed by dividing the NAVD 88
 GC0348.geopotential number by the normal gravity value computed on the
 GC0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0348.degrees latitude (g = 980.6199 gals.).
 GC0348
 GC0348.The modeled gravity was interpolated from observed gravity values.
 GC0348
 GC0348;                    North         East    Units  Estimated Accuracy
 GC0348;SPC TN       -   225,970.      553,860.      MT  (+/- 180 meters Scaled)
 GC0348
 GC0348                          SUPERSEDED SURVEY CONTROL
 GC0348
 GC0348  NGVD 29 (??/??/92)  162.885  (m)          534.40   (f) ADJ UNCH    2 0
 GC0348
 GC0348.Superseded values are not recommended for survey control.
 GC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0348.See file dsdata.txt to determine how the superseded data were derived.
 GC0348
 GC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF435249(NAD 83)
 GC0348_MARKER: DB = BENCH MARK DISK
 GC0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0348_STAMPING: M 86 1935
 GC0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0348+STABILITY: SURFACE MOTION
 GC0348
 GC0348  HISTORY     - Date     Condition        Report By
 GC0348  HISTORY     - 1935     MONUMENTED       CGS
 GC0348  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0348
 GC0348                          STATION DESCRIPTION
 GC0348
 GC0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0348'4 MI S FROM GALLATIN.
 GC0348'4.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0348'THE STATION AT GALLATIN, SUMNER COUNTY, 69.5 FEET NORTH OF THE
 GC0348'NORTH CORNER OF THE STATION SHED AT PEYTONA, 270 FEET NORTH OF THE
 GC0348'NORTH END OF BRIDGE NO. 32 OVER A DIRT ROAD, 52 FEET NORTHWEST
 GC0348'OF THE NORTHWEST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GC0348'STAMPED M 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1017 ***********************************************************************
 GC1017  DESIGNATION -  M 87
 GC1017  PID         -  GC1017
 GC1017  STATE/COUNTY-  TN/ROBERTSON
 GC1017  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1017
 GC1017                         *CURRENT SURVEY CONTROL
 GC1017  ___________________________________________________________________
 GC1017* NAD 83(1986)-  36 30 18.     (N)    086 53 14.     (W)     SCALED    
 GC1017* NAVD 88     -       201.653  (meters)     661.59   (feet)  ADJUSTED  
 GC1017  ___________________________________________________________________
 GC1017  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC1017  DYNAMIC HT  -         201.484 (meters)     661.04  (feet)  COMP
 GC1017  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GC1017
 GC1017  VERT ORDER  -  SECOND    CLASS 0
 GC1017
 GC1017.The horizontal coordinates were scaled from a topographic map and have
 GC1017.an estimated accuracy of +/- 6 seconds.
 GC1017
 GC1017.The orthometric height was determined by differential leveling
 GC1017.and adjusted by the National Geodetic Survey in June 1991..
 GC1017
 GC1017.The geoid height was determined by GEOID03.
 GC1017
 GC1017.The dynamic height is computed by dividing the NAVD 88
 GC1017.geopotential number by the normal gravity value computed on the
 GC1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1017.degrees latitude (g = 980.6199 gals.).
 GC1017
 GC1017.The modeled gravity was interpolated from observed gravity values.
 GC1017
 GC1017;                    North         East    Units  Estimated Accuracy
 GC1017;SPC TN       -   241,310.      520,520.      MT  (+/- 180 meters Scaled)
 GC1017
 GC1017                          SUPERSEDED SURVEY CONTROL
 GC1017
 GC1017  NGVD 29 (??/??/92)  201.700  (m)          661.74   (f) ADJ UNCH    2 0
 GC1017
 GC1017.Superseded values are not recommended for survey control.
 GC1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1017.See file dsdata.txt to determine how the superseded data were derived.
 GC1017
 GC1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF100399(NAD 83)
 GC1017_MARKER: DB = BENCH MARK DISK
 GC1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1017_STAMPING: M 87 1935
 GC1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1017+STABILITY: SURFACE MOTION
 GC1017
 GC1017  HISTORY     - Date     Condition        Report By
 GC1017  HISTORY     - 1935     MONUMENTED       CGS
 GC1017
 GC1017                          STATION DESCRIPTION
 GC1017
 GC1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1017'AT SPRINGFIELD.
 GC1017'AT SPRINGFIELD, ROBERTSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1017'RAILROAD, 77 YARDS WEST OF THE WEST END OF THE STATION, AT
 GC1017'A STREET CROSSING, 31.2 FEET EAST OF THE CENTERLINE OF THE
 GC1017'ASPHALT STREET, 19.8 FEET SOUTH OF THE SOUTH RAIL, AND 0.5
 GC1017'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC1017'M 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1757 ***********************************************************************
 FF1757  DESIGNATION -  M 88 RESET
 FF1757  PID         -  FF1757
 FF1757  STATE/COUNTY-  TN/SHELBY
 FF1757  USGS QUAD   -  LOCKE (1970)
 FF1757
 FF1757                         *CURRENT SURVEY CONTROL
 FF1757  ___________________________________________________________________
 FF1757* NAD 83(1986)-  35 16 24.     (N)    090 02 24.     (W)     SCALED    
 FF1757* NAVD 88     -        93.27   (meters)     306.0    (feet)  RESET     
 FF1757  ___________________________________________________________________
 FF1757  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1757
 FF1757  VERT ORDER  -  THIRD
 FF1757
 FF1757.The horizontal coordinates were scaled from a topographic map and have
 FF1757.an estimated accuracy of +/- 6 seconds.
 FF1757
 FF1757.The orthometric height was computed from unverified reset data.
 FF1757.No vertical observational check was made to the station.
 FF1757
 FF1757.The geoid height was determined by GEOID03.
 FF1757
 FF1757;                    North         East    Units  Estimated Accuracy
 FF1757;SPC TN       -   111,880.      232,530.      MT  (+/- 180 meters Scaled)
 FF1757
 FF1757                          SUPERSEDED SURVEY CONTROL
 FF1757
 FF1757  NGVD 29 (10/12/01)   93.23   (m)          305.9    (f) RESET       3  
 FF1757
 FF1757.Superseded values are not recommended for survey control.
 FF1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1757.See file dsdata.txt to determine how the superseded data were derived.
 FF1757
 FF1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692073(NAD 83)
 FF1757_MARKER: DB = BENCH MARK DISK
 FF1757_SETTING: 0 = UNSPECIFIED SETTING
 FF1757_STAMPING: M 88 RESET 1977
 FF1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1757
 FF1757  HISTORY     - Date     Condition        Report By
 FF1757  HISTORY     - 1977     MONUMENTED       NGS
 FF1757  HISTORY     - 19950322 MARK NOT FOUND   TN1620
 FF1757
 FF1757                          STATION DESCRIPTION
 FF1757
 FF1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FF1757'5.4 MI SW FROM LOCKE.
 FF1757'5.4 MILES SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E. E. JETER SCHOOL
 FF1757'IN LOCKE, 48 FEET SOUTH OF THE CENTERLINE OF NORTH CIRCLE ROAD,
 FF1757'51 FEET NORTHWEST OF A TWIN TRUCK 24-INCH WALNUT TREE AND ABOUT
 FF1757'200 FEET SOUTHWEST OF THE INTERSECTION OF BENJESTOWN ROAD AND NORTH
 FF1757'CIRCLE ROAD, A STANDARD PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 FF1757'THE MARK IS 1 FT  E FROM A WITNESS POST.
 FF1757
 FF1757                          STATION RECOVERY (1995)
 FF1757
 FF1757'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1654 ***********************************************************************
 FE1654  DESIGNATION -  M 89
 FE1654  PID         -  FE1654
 FE1654  STATE/COUNTY-  TN/LAUDERDALE
 FE1654  USGS QUAD   -  NODENA (1983)
 FE1654
 FE1654                         *CURRENT SURVEY CONTROL
 FE1654  ___________________________________________________________________
 FE1654* NAD 83(1986)-  35 35 06.     (N)    089 53 15.     (W)     SCALED    
 FE1654* NAVD 88     -        73.875  (meters)     242.37   (feet)  ADJUSTED  
 FE1654  ___________________________________________________________________
 FE1654  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1654  DYNAMIC HT  -          73.812 (meters)     242.16  (feet)  COMP
 FE1654  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FE1654
 FE1654  VERT ORDER  -  FIRST     CLASS II
 FE1654
 FE1654.The horizontal coordinates were scaled from a topographic map and have
 FE1654.an estimated accuracy of +/- 6 seconds.
 FE1654
 FE1654.The orthometric height was determined by differential leveling
 FE1654.and adjusted by the National Geodetic Survey in June 1991..
 FE1654
 FE1654.The geoid height was determined by GEOID03.
 FE1654
 FE1654.The dynamic height is computed by dividing the NAVD 88
 FE1654.geopotential number by the normal gravity value computed on the
 FE1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1654.degrees latitude (g = 980.6199 gals.).
 FE1654
 FE1654.The modeled gravity was interpolated from observed gravity values.
 FE1654
 FE1654;                    North         East    Units  Estimated Accuracy
 FE1654;SPC TN       -   145,870.      247,770.      MT  (+/- 180 meters Scaled)
 FE1654
 FE1654                          SUPERSEDED SURVEY CONTROL
 FE1654
 FE1654  NGVD 29 (??/??/??)   73.845  (m)          242.27   (f) ADJUSTED    1 2
 FE1654
 FE1654.Superseded values are not recommended for survey control.
 FE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1654.See file dsdata.txt to determine how the superseded data were derived.
 FE1654
 FE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE383417(NAD 83)
 FE1654_MARKER: DB = BENCH MARK DISK
 FE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1654_STAMPING: M 89 1957
 FE1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1654+STABILITY: SURFACE MOTION
 FE1654
 FE1654  HISTORY     - Date     Condition        Report By
 FE1654  HISTORY     - 1957     MONUMENTED       CGS
 FE1654  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1654
 FE1654                          STATION DESCRIPTION
 FE1654
 FE1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1654'2.6 MI S FROM FULTON.
 FE1654'2.55 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE AT
 FE1654'FULTON, ON TOP OF A SMALL KNOLL, 18 FEET WEST OF THE CENTER
 FE1654'LINE OF THE ROAD, 140 FEET SOUTH OF THE CENTER OF A FARM GATE IN
 FE1654'FENCE LINE, 100 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE
 FE1654'MISSISSIPPI RIVER, 41 FEET SOUTH-SOUTHEAST OF A 30-INCH BOX ELDER
 FE1654'TREE, 14 FEET NORTHEAST OF A 28 INCH PECAN TREE, 55 FEET WEST
 FE1654'OF A NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 FE1654'WITNESS POST, 1/2-FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN
 FE1654'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE AREA
 FE1654'HAS BEEN CLEARED FOR FARMING AND THE REFERENCE TREES COULD NOT
 FE1654'BE LOCATED.  MEASUREMENTS WERE MADE FROM THE GATE AND FENCE AND
 FE1654'AREA WAS PROBED BUT MARK COULD NOT BE LOCATED.
 FE1654
 FE1654                          STATION RECOVERY (1972)
 FE1654
 FE1654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1332 ***********************************************************************
 FE1332  DESIGNATION -  M 90
 FE1332  PID         -  FE1332
 FE1332  STATE/COUNTY-  TN/TIPTON
 FE1332  USGS QUAD   -  DRUMMONDS (1983)
 FE1332
 FE1332                         *CURRENT SURVEY CONTROL
 FE1332  ___________________________________________________________________
 FE1332* NAD 83(1986)-  35 26 49.     (N)    089 57 46.     (W)     SCALED    
 FE1332* NAVD 88     -        75.423  (meters)     247.45   (feet)  ADJUSTED  
 FE1332  ___________________________________________________________________
 FE1332  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1332  DYNAMIC HT  -          75.356 (meters)     247.23  (feet)  COMP
 FE1332  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FE1332
 FE1332  VERT ORDER  -  FIRST     CLASS II
 FE1332
 FE1332.The horizontal coordinates were scaled from a topographic map and have
 FE1332.an estimated accuracy of +/- 6 seconds.
 FE1332
 FE1332.The orthometric height was determined by differential leveling
 FE1332.and adjusted by the National Geodetic Survey in June 1991..
 FE1332
 FE1332.The geoid height was determined by GEOID03.
 FE1332
 FE1332.The dynamic height is computed by dividing the NAVD 88
 FE1332.geopotential number by the normal gravity value computed on the
 FE1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1332.degrees latitude (g = 980.6199 gals.).
 FE1332
 FE1332.The modeled gravity was interpolated from observed gravity values.
 FE1332
 FE1332;                    North         East    Units  Estimated Accuracy
 FE1332;SPC TN       -   130,840.      240,330.      MT  (+/- 180 meters Scaled)
 FE1332
 FE1332                          SUPERSEDED SURVEY CONTROL
 FE1332
 FE1332  NGVD 29 (??/??/??)   75.390  (m)          247.34   (f) ADJUSTED    1 2
 FE1332
 FE1332.Superseded values are not recommended for survey control.
 FE1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1332.See file dsdata.txt to determine how the superseded data were derived.
 FE1332
 FE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE310266(NAD 83)
 FE1332_MARKER: DB = BENCH MARK DISK
 FE1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1332_SP_SET: BRIDGE ABUTMENT
 FE1332_STAMPING: B M 90 1957
 FE1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1332
 FE1332  HISTORY     - Date     Condition        Report By
 FE1332  HISTORY     - 1957     MONUMENTED       CGS
 FE1332  HISTORY     - 20020412 POOR             USACE
 FE1332
 FE1332                          STATION DESCRIPTION
 FE1332
 FE1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1332'2.5 MI NW FROM DIXONVILLE.
 FE1332'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1332'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1332'GRAVEL ROAD, ON TOP OF THE NORTH END OF THE EAST CONCRETE
 FE1332'ABUTMENT OF THE STEEL BRIDGE OVER BEAR CREEK, 14 FEET NORTH OF
 FE1332'THE CENTER LINE OF THE ROAD, 152 FEET WEST OF THE CENTER OF THE
 FE1332'JUNCTION OF EAST-WEST ROAD AND A GRAVEL ROAD LEADING SOUTH,
 FE1332'1 1/2 FEET SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT
 FE1332'LEVEL WITH THE ROAD.
 FE1332
 FE1332                          STATION RECOVERY (2002)
 FE1332
 FE1332'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1332'NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1568 ***********************************************************************
 FE1568  DESIGNATION -  M 91
 FE1568  PID         -  FE1568
 FE1568  STATE/COUNTY-  TN/LAUDERDALE
 FE1568  USGS QUAD   -  OPEN LAKE (1983)
 FE1568
 FE1568                         *CURRENT SURVEY CONTROL
 FE1568  ___________________________________________________________________
 FE1568* NAD 83(1986)-  35 49 58.     (N)    089 39 54.     (W)     SCALED    
 FE1568* NAVD 88     -        76.694  (meters)     251.62   (feet)  ADJUSTED  
 FE1568  ___________________________________________________________________
 FE1568  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE1568  DYNAMIC HT  -          76.629 (meters)     251.41  (feet)  COMP
 FE1568  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 FE1568
 FE1568  VERT ORDER  -  FIRST     CLASS II
 FE1568
 FE1568.The horizontal coordinates were scaled from a topographic map and have
 FE1568.an estimated accuracy of +/- 6 seconds.
 FE1568
 FE1568.The orthometric height was determined by differential leveling
 FE1568.and adjusted by the National Geodetic Survey in June 1991..
 FE1568
 FE1568.The geoid height was determined by GEOID03.
 FE1568
 FE1568.The dynamic height is computed by dividing the NAVD 88
 FE1568.geopotential number by the normal gravity value computed on the
 FE1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1568.degrees latitude (g = 980.6199 gals.).
 FE1568
 FE1568.The modeled gravity was interpolated from observed gravity values.
 FE1568
 FE1568;                    North         East    Units  Estimated Accuracy
 FE1568;SPC TN       -   172,560.      268,950.      MT  (+/- 180 meters Scaled)
 FE1568
 FE1568                          SUPERSEDED SURVEY CONTROL
 FE1568
 FE1568  NGVD 29 (??/??/??)   76.648  (m)          251.47   (f) ADJUSTED    1 2
 FE1568
 FE1568.Superseded values are not recommended for survey control.
 FE1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1568.See file dsdata.txt to determine how the superseded data were derived.
 FE1568
 FE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE592686(NAD 83)
 FE1568_MARKER: DB = BENCH MARK DISK
 FE1568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1568_SP_SET: 48 FEET
 FE1568_STAMPING: M 91 1957
 FE1568_MARK LOGO: CGS   
 FE1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1568+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1568
 FE1568  HISTORY     - Date     Condition        Report By
 FE1568  HISTORY     - 1957     MONUMENTED       CGS
 FE1568  HISTORY     - 20020809 GOOD             USACE
 FE1568
 FE1568                          STATION DESCRIPTION
 FE1568
 FE1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1568'6.5 MI SE FROM BARR.
 FE1568'6.5 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1568'STORE AND POST OFFICE AT BARR, ABOUT 0.95 MILE NORTHWEST OF THE
 FE1568'BRIDGE OVER THE MIDDLE FORK OF THE FORKED DEER RIVER, 49 FEET
 FE1568'NORTHEAST OF THE CENTER LINE OF THE ROAD, 59 1/2 FEET NORTH OF
 FE1568'THE NORTH CORNER OF A 100 FOOT LONG WOODEN BRIDGE OVER A SLOUGH,
 FE1568'20 FEET SOUTHWEST OF A LONE 30 INCH OAK TREE WHICH IS LOCATED
 FE1568'ON THE SOUTHWEST BANK OF THE SLOUGH, 6 FEET NORTH OF A LONE
 FE1568'DOUBLE-BODIED 26-INCH PECAN TREE, 1 FOOT SOUTHEAST OF A WHITE
 FE1568'CONCRETE WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD,
 FE1568'A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 FE1568'AND PROTECTED BY A 4 INCH TILE WHICH PROJECTS 2 INCHES.  ROD WAS
 FE1568'DRIVEN TO A DEPTH OF 48 FEET.  NOTE-- MARK MAY BE REACHED BY
 FE1568'GOING 1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP
 FE1568'CONSOLIDATED ELEMENTARY SCHOOL AT ARP, THENCE 6.4 MILES NORTHWEST
 FE1568'ALONG THE GRAVEL ROAD LEADING TO BARR, TENNESSEE.
 FE1568
 FE1568                          STATION RECOVERY (2002)
 FE1568
 FE1568'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1568'TO REACH THE STATION FROM THE ELEMENTARY SCHOOL BUILDING IN ARP,
 FE1568'TENNESSEE PROCEED WEST FOR 1.5 MI (2.4 KM) TO A PAVED ROAD TO THE
 FE1568'NORTH.  TURN RIGHT AND PROCEED ALONG PAVED ROAD LEADING TO BARR,
 FE1568'TENNESSEE FOR 6.4 MI (10.3 KM) TO A CONCRETE BRIDGE OVER A SLOUGH
 FE1568'BRANCHING OFF THE MIDDLE FORK OF THE FORKED DEER RIVER AND THE MARK ON
 FE1568'THE RIGHT.  THE STATION IS LOCATED 48.0 FT (14.6 M) NE OF THE
 FE1568'CENTERLINE OF THE ROAD, 55.0 FT (16.8 M) NORTH OF THE NORTH CORNER OF
 FE1568'THE CONCRETE BRIDGE, 6.0 FT (1.8 M) NORTH OF THE NORTH FACE OF A 30
 FE1568'INCH TWIN PECAN TREE, 22.0 FT (6.7 M) WEST OF THE WEST TOP BANK OF A
 FE1568'SLOUGH AND 1.0 FT (0.3 M) SW OF AN ORANGE CARSONITE WITNESS POST.  A
 FE1568'CGS DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 48
 FE1568'FT (14.6 M), STAMPED M 91 1957, ENCASED IN A 4 INCH TILE PIPE
 FE1568'PROJECTING 2 INCHES ABOVE GROUND.  DISK IS RECESSED 1 INCH BELOW TOP
 FE1568'OF TILE PIPE.  DESCRIBED BY JAMES M HAMRA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1394 ***********************************************************************
 FE1394  DESIGNATION -  M 92
 FE1394  PID         -  FE1394
 FE1394  STATE/COUNTY-  TN/SHELBY
 FE1394  USGS QUAD   -  MILLINGTON (1997)
 FE1394
 FE1394                         *CURRENT SURVEY CONTROL
 FE1394  ___________________________________________________________________
 FE1394* NAD 83(1986)-  35 19 21.     (N)    089 54 31.     (W)     SCALED    
 FE1394* NAVD 88     -        85.466  (meters)     280.40   (feet)  ADJUSTED  
 FE1394  ___________________________________________________________________
 FE1394  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1394  DYNAMIC HT  -          85.390 (meters)     280.15  (feet)  COMP
 FE1394  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 FE1394
 FE1394  VERT ORDER  -  SECOND    CLASS 0
 FE1394
 FE1394.The horizontal coordinates were scaled from a topographic map and have
 FE1394.an estimated accuracy of +/- 6 seconds.
 FE1394
 FE1394.The orthometric height was determined by differential leveling
 FE1394.and adjusted by the National Geodetic Survey in June 1991..
 FE1394
 FE1394.The geoid height was determined by GEOID03.
 FE1394
 FE1394.The dynamic height is computed by dividing the NAVD 88
 FE1394.geopotential number by the normal gravity value computed on the
 FE1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1394.degrees latitude (g = 980.6199 gals.).
 FE1394
 FE1394.The modeled gravity was interpolated from observed gravity values.
 FE1394
 FE1394;                    North         East    Units  Estimated Accuracy
 FE1394;SPC TN       -   116,840.      244,690.      MT  (+/- 180 meters Scaled)
 FE1394
 FE1394                          SUPERSEDED SURVEY CONTROL
 FE1394
 FE1394  NGVD 29 (??/??/??)   85.445  (m)          280.33   (f) ADJUSTED    2 0
 FE1394
 FE1394.Superseded values are not recommended for survey control.
 FE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1394.See file dsdata.txt to determine how the superseded data were derived.
 FE1394
 FE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355126(NAD 83)
 FE1394_MARKER: DB = BENCH MARK DISK
 FE1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1394_STAMPING: M 92 1957
 FE1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1394+STABILITY: SURFACE MOTION
 FE1394
 FE1394  HISTORY     - Date     Condition        Report By
 FE1394  HISTORY     - 1957     MONUMENTED       CGS
 FE1394  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1394
 FE1394                          STATION DESCRIPTION
 FE1394
 FE1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1394'1.8 MI SW FROM MILLINGTON.
 FE1394'ABOUT 1.75 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1394'FROM THE STATION AT MILLINGTON, 34 FEET NORTHWEST OF THE
 FE1394'NORTHWEST RAIL OF THE SOUTH BOUND TRACK, 44 FEET WEST-NORTHWEST
 FE1394'OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING AND THE
 FE1394'SOUTH BOUND TRACK, 35 FEET NORTH OF THE CENTER LINE OF THE BIG
 FE1394'CREEK CHURCH ROAD, 15 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE
 FE1394'POLE, 12 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A
 FE1394'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1394'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FE1394'CONCRETE POST PROJECTING 2 INCHES.
 FE1394
 FE1394                          STATION RECOVERY (2002)
 FE1394
 FE1394'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1326 ***********************************************************************
 FE1326  DESIGNATION -  M 93
 FE1326  PID         -  FE1326
 FE1326  STATE/COUNTY-  TN/TIPTON
 FE1326  USGS QUAD   -  MUNFORD (1983)
 FE1326
 FE1326                         *CURRENT SURVEY CONTROL
 FE1326  ___________________________________________________________________
 FE1326* NAD 83(1986)-  35 26 50.     (N)    089 48 33.     (W)     SCALED    
 FE1326* NAVD 88     -       136.706  (meters)     448.51   (feet)  ADJUSTED  
 FE1326  ___________________________________________________________________
 FE1326  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1326  DYNAMIC HT  -         136.586 (meters)     448.12  (feet)  COMP
 FE1326  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FE1326
 FE1326  VERT ORDER  -  FIRST     CLASS I
 FE1326
 FE1326.The horizontal coordinates were scaled from a topographic map and have
 FE1326.an estimated accuracy of +/- 6 seconds.
 FE1326
 FE1326.The orthometric height was determined by differential leveling
 FE1326.and adjusted by the National Geodetic Survey in June 1991..
 FE1326
 FE1326.The geoid height was determined by GEOID03.
 FE1326
 FE1326.The dynamic height is computed by dividing the NAVD 88
 FE1326.geopotential number by the normal gravity value computed on the
 FE1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1326.degrees latitude (g = 980.6199 gals.).
 FE1326
 FE1326.The modeled gravity was interpolated from observed gravity values.
 FE1326
 FE1326;                    North         East    Units  Estimated Accuracy
 FE1326;SPC TN       -   130,310.      254,270.      MT  (+/- 180 meters Scaled)
 FE1326
 FE1326                          SUPERSEDED SURVEY CONTROL
 FE1326
 FE1326  NGVD 29 (??/??/??)  136.680  (m)          448.42   (f) ADJUSTED    1 1
 FE1326
 FE1326.Superseded values are not recommended for survey control.
 FE1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1326.See file dsdata.txt to determine how the superseded data were derived.
 FE1326
 FE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE450262(NAD 83)
 FE1326_MARKER: DB = BENCH MARK DISK
 FE1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1326_STAMPING: M 93 1957
 FE1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1326+STABILITY: SURFACE MOTION
 FE1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1326+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1326
 FE1326  HISTORY     - Date     Condition        Report By
 FE1326  HISTORY     - 1957     MONUMENTED       CGS
 FE1326  HISTORY     - 1974     GOOD             NGS
 FE1326  HISTORY     - 20021003 GOOD             USACE
 FE1326
 FE1326                          STATION DESCRIPTION
 FE1326
 FE1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1326'0.3 MI E FROM MUNFORD.
 FE1326'ABOUT 0.3 MILE EAST ALONG ATOKA-MUNFORD ROAD FROM THE MUNFORD
 FE1326'PRESBYTERIAN CHURCH, ALSO, 1.20 MILE WEST ALONG ATOKA-MUNFORD
 FE1326'ROAD FROM THE INTERSECTION OF HIGHWAY 51 AT CROSSTOWN, 49.3
 FE1326'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MUNFORD
 FE1326'WATER PLANT BUILDING, SET IN TOP OF THE SOUTHWEST CORNER OF THE
 FE1326'CONCRETE FOUNDATION OF THE STANDPIPE OF THE CITY WATER TOWER,
 FE1326'ABOUT 128 YARDS NORTH OF THE CENTER LINE OF PAVED ROAD, 1 FOOT
 FE1326'ABOVE GROUND.
 FE1326
 FE1326                          STATION RECOVERY (2002)
 FE1326
 FE1326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1713 ***********************************************************************
 FE1713  DESIGNATION -  M 94
 FE1713  PID         -  FE1713
 FE1713  STATE/COUNTY-  TN/LAUDERDALE
 FE1713  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1713
 FE1713                         *CURRENT SURVEY CONTROL
 FE1713  ___________________________________________________________________
 FE1713* NAD 83(1986)-  35 41 21.     (N)    089 33 44.     (W)     SCALED    
 FE1713* NAVD 88     -       101.982  (meters)     334.59   (feet)  ADJUSTED  
 FE1713  ___________________________________________________________________
 FE1713  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1713  DYNAMIC HT  -         101.895 (meters)     334.30  (feet)  COMP
 FE1713  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 FE1713
 FE1713  VERT ORDER  -  SECOND    CLASS 0
 FE1713
 FE1713.The horizontal coordinates were scaled from a topographic map and have
 FE1713.an estimated accuracy of +/- 6 seconds.
 FE1713
 FE1713.The orthometric height was determined by differential leveling
 FE1713.and adjusted by the National Geodetic Survey in June 1991..
 FE1713
 FE1713.The geoid height was determined by GEOID03.
 FE1713
 FE1713.The dynamic height is computed by dividing the NAVD 88
 FE1713.geopotential number by the normal gravity value computed on the
 FE1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1713.degrees latitude (g = 980.6199 gals.).
 FE1713
 FE1713.The modeled gravity was interpolated from observed gravity values.
 FE1713
 FE1713;                    North         East    Units  Estimated Accuracy
 FE1713;SPC TN       -   156,300.      277,650.      MT  (+/- 180 meters Scaled)
 FE1713
 FE1713                          SUPERSEDED SURVEY CONTROL
 FE1713
 FE1713  NGVD 29 (??/??/??)  101.969  (m)          334.54   (f) ADJUSTED    2 0
 FE1713
 FE1713.Superseded values are not recommended for survey control.
 FE1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1713.See file dsdata.txt to determine how the superseded data were derived.
 FE1713
 FE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE681524(NAD 83)
 FE1713_MARKER: DB = BENCH MARK DISK
 FE1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1713_STAMPING: M 94 1957
 FE1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1713+STABILITY: SURFACE MOTION
 FE1713
 FE1713  HISTORY     - Date     Condition        Report By
 FE1713  HISTORY     - 1957     MONUMENTED       CGS
 FE1713
 FE1713                          STATION DESCRIPTION
 FE1713
 FE1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1713'1.3 MI NE FROM HENNING.
 FE1713'1.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1713'THE STATION AT HENNING, ABOUT 0.45 MILE NORTHEAST OF MILEPOST
 FE1713'NO. 343, 62 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET
 FE1713'SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH BOUND TRACK AND A
 FE1713'PRIVATE ROAD CROSSING, 104 FEET EAST-NORTHEAST OF TELEPHONE POLE
 FE1713'NO. 5202, 50 FEET NORTHEAST OF A FENCE CORNER, 15 FEET SOUTHWEST
 FE1713'OF THE CENTER OF A FARM GATE, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 FE1713'FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1713'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE1713'POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0892 ***********************************************************************
 GD0892  DESIGNATION -  M 95
 GD0892  PID         -  GD0892
 GD0892  STATE/COUNTY-  TN/DYER
 GD0892  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0892
 GD0892                         *CURRENT SURVEY CONTROL
 GD0892  ___________________________________________________________________
 GD0892* NAD 83(1986)-  36 03 24.     (N)    089 39 51.     (W)     SCALED    
 GD0892* NAVD 88     -        81.346  (meters)     266.88   (feet)  ADJUSTED  
 GD0892  ___________________________________________________________________
 GD0892  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0892  DYNAMIC HT  -          81.278 (meters)     266.66  (feet)  COMP
 GD0892  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GD0892
 GD0892  VERT ORDER  -  FIRST     CLASS II
 GD0892
 GD0892.The horizontal coordinates were scaled from a topographic map and have
 GD0892.an estimated accuracy of +/- 6 seconds.
 GD0892
 GD0892.The orthometric height was determined by differential leveling
 GD0892.and adjusted by the National Geodetic Survey in June 1991..
 GD0892
 GD0892.The geoid height was determined by GEOID03.
 GD0892
 GD0892.The dynamic height is computed by dividing the NAVD 88
 GD0892.geopotential number by the normal gravity value computed on the
 GD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0892.degrees latitude (g = 980.6199 gals.).
 GD0892
 GD0892.The modeled gravity was interpolated from observed gravity values.
 GD0892
 GD0892;                    North         East    Units  Estimated Accuracy
 GD0892;SPC TN       -   197,380.      269,950.      MT  (+/- 180 meters Scaled)
 GD0892
 GD0892                          SUPERSEDED SURVEY CONTROL
 GD0892
 GD0892  NGVD 29 (??/??/??)   81.284  (m)          266.68   (f) ADJUSTED    1 2
 GD0892
 GD0892.Superseded values are not recommended for survey control.
 GD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0892.See file dsdata.txt to determine how the superseded data were derived.
 GD0892
 GD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE600935(NAD 83)
 GD0892_MARKER: DB = BENCH MARK DISK
 GD0892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0892_SP_SET: 64 FEET
 GD0892_STAMPING: M 95 1957
 GD0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0892
 GD0892  HISTORY     - Date     Condition        Report By
 GD0892  HISTORY     - 1957     MONUMENTED       CGS
 GD0892  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0892
 GD0892                          STATION DESCRIPTION
 GD0892
 GD0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0892'0.9 MI NE FROM HELOISE.
 GD0892'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0892'LANDING AT HELOISE, ABOUT 1.1 MILES WEST OF JUNCTION OF A GRAVEL
 GD0892'ROAD NORTH, ABOUT 1.6 MILES WEST OF A POINT HIGHWAY CROSSES THE
 GD0892'NEW LEVEE, 34 FEET SOUTH-SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GD0892'136 FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE SOUTHEAST CORNER
 GD0892'OF A HOUSE WITH IMITATION BRICK SIDING, 168 FEET WEST-SOUTHWEST
 GD0892'OF TELEPHONE POLE NO. 245, 39 FEET SOUTH OF CENTER OF CROSSING
 GD0892'OF HIGHWAY AND OLD LEVEE, 16 1/2 FEET SOUTHWEST OF A FENCE
 GD0892'CORNER, 10 FEET SOUTH-SOUTHEAST OF A FENCE LINE PARALLEL TO
 GD0892'HIGHWAY, 3/4 FEET NORTHWEST OF A FENCE LINE EXTENDING SOUTHWEST,
 GD0892'1 1/2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 GD0892'HIGHWAY AND IS A DISK ON COPPER COATED STEEL ROD ABOUT FLUSH WITH
 GD0892'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.
 GD0892'THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 GD0892
 GD0892                          STATION RECOVERY (2002)
 GD0892
 GD0892'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1760 ***********************************************************************
 FE1760  DESIGNATION -  M 96
 FE1760  PID         -  FE1760
 FE1760  STATE/COUNTY-  TN/LAUDERDALE
 FE1760  USGS QUAD   -  KNOB CREEK (1972)
 FE1760
 FE1760                         *CURRENT SURVEY CONTROL
 FE1760  ___________________________________________________________________
 FE1760* NAD 83(1986)-  35 55 15.     (N)    089 35 41.     (W)     SCALED    
 FE1760* NAVD 88     -        79.116  (meters)     259.57   (feet)  ADJUSTED  
 FE1760  ___________________________________________________________________
 FE1760  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1760  DYNAMIC HT  -          79.049 (meters)     259.35  (feet)  COMP
 FE1760  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1760
 FE1760  VERT ORDER  -  FIRST     CLASS I
 FE1760
 FE1760.The horizontal coordinates were scaled from a topographic map and have
 FE1760.an estimated accuracy of +/- 6 seconds.
 FE1760
 FE1760.The orthometric height was determined by differential leveling
 FE1760.and adjusted by the National Geodetic Survey in June 1991..
 FE1760
 FE1760.The geoid height was determined by GEOID03.
 FE1760
 FE1760.The dynamic height is computed by dividing the NAVD 88
 FE1760.geopotential number by the normal gravity value computed on the
 FE1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1760.degrees latitude (g = 980.6199 gals.).
 FE1760
 FE1760.The modeled gravity was interpolated from observed gravity values.
 FE1760
 FE1760;                    North         East    Units  Estimated Accuracy
 FE1760;SPC TN       -   182,090.      275,650.      MT  (+/- 180 meters Scaled)
 FE1760
 FE1760                          SUPERSEDED SURVEY CONTROL
 FE1760
 FE1760  NGVD 29 (??/??/??)   79.056  (m)          259.37   (f) ADJUSTED    1 1
 FE1760
 FE1760.Superseded values are not recommended for survey control.
 FE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1760.See file dsdata.txt to determine how the superseded data were derived.
 FE1760
 FE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE658782(NAD 83)
 FE1760_MARKER: DB = BENCH MARK DISK
 FE1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1760_STAMPING: M 96 1957
 FE1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1760+STABILITY: SURFACE MOTION
 FE1760
 FE1760  HISTORY     - Date     Condition        Report By
 FE1760  HISTORY     - 1957     MONUMENTED       CGS
 FE1760  HISTORY     - 1974     GOOD             NGS
 FE1760  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1760
 FE1760                          STATION DESCRIPTION
 FE1760
 FE1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1760'11.9 MI W FROM HALLS.
 FE1760'ABOUT 11.90 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1760'BAPTIST CHURCH AT HALLS, ABOUT 1.85 MILES EAST OF THE ABANDONED
 FE1760'HALES POINT BAPTIST CHURCH, AT A CONCRETE BLOCK FARM HOUSE, 65
 FE1760'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 185.5 FEET
 FE1760'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN HIGHWAY
 FE1760'BRIDGE, 56.2 FEET NORTHEAST OF AN UNDERGROUND CABLE MARKER, 28.2
 FE1760'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BLOCK PORCH FOR
 FE1760'HOUSE, 3 FEET EAST OF A 48-INCH DOUBLE FORKED WILLOW TREE, 2 FEET
 FE1760'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FE1760'FLUSH WITH THE GROUND.
 FE1760
 FE1760                          STATION RECOVERY (2002)
 FE1760
 FE1760'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1760'POWER POLE SITS IN EXACT LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0927 ***********************************************************************
 GA0927  DESIGNATION -  M 97
 GA0927  PID         -  GA0927
 GA0927  STATE/COUNTY-  TN/SULLIVAN
 GA0927  USGS QUAD   -  LOVELACE (1971)
 GA0927
 GA0927                         *CURRENT SURVEY CONTROL
 GA0927  ___________________________________________________________________
 GA0927* NAD 83(1986)-  36 27 00.     (N)    082 40 46.     (W)     SCALED    
 GA0927* NAVD 88     -       403.312  (meters)    1323.20   (feet)  ADJUSTED  
 GA0927  ___________________________________________________________________
 GA0927  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0927  DYNAMIC HT  -         402.942 (meters)    1321.99  (feet)  COMP
 GA0927  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 GA0927
 GA0927  VERT ORDER  -  SECOND    CLASS 0
 GA0927
 GA0927.The horizontal coordinates were scaled from a topographic map and have
 GA0927.an estimated accuracy of +/- 6 seconds.
 GA0927
 GA0927.The orthometric height was determined by differential leveling
 GA0927.and adjusted by the National Geodetic Survey in June 1991..
 GA0927
 GA0927.The geoid height was determined by GEOID03.
 GA0927
 GA0927.The dynamic height is computed by dividing the NAVD 88
 GA0927.geopotential number by the normal gravity value computed on the
 GA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0927.degrees latitude (g = 980.6199 gals.).
 GA0927
 GA0927.The modeled gravity was interpolated from observed gravity values.
 GA0927
 GA0927;                    North         East    Units  Estimated Accuracy
 GA0927;SPC TN       -   239,900.      897,630.      MT  (+/- 180 meters Scaled)
 GA0927
 GA0927                          SUPERSEDED SURVEY CONTROL
 GA0927
 GA0927  NGVD 29 (??/??/92)  403.451  (m)         1323.66   (f) ADJ UNCH    2 0
 GA0927
 GA0927.Superseded values are not recommended for survey control.
 GA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0927.See file dsdata.txt to determine how the superseded data were derived.
 GA0927
 GA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA494351(NAD 83)
 GA0927_MARKER: DB = BENCH MARK DISK
 GA0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0927_STAMPING: M 97 1935
 GA0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0927+STABILITY: SURFACE MOTION
 GA0927
 GA0927  HISTORY     - Date     Condition        Report By
 GA0927  HISTORY     - 1935     MONUMENTED       CGS
 GA0927
 GA0927                          STATION DESCRIPTION
 GA0927
 GA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0927'AT BLAIR GAP.
 GA0927'AT BLAIR GAP, SULLIVAN COUNTY, ON BEECH CREEK ROAD, 90 YARDS WEST
 GA0927'OF THE SHIPLEY AND MULLINEX GENERAL STORE, 20 YARDS NORTH OF THE
 GA0927'NORTH RAIL OF THE TENNESSEE AND EASTMAN RAILROAD, 22 YARDS SOUTH
 GA0927'OF THE CENTERLINE OF THE MAIN ROAD, 5 YARDS EAST OF THE CENTERLINE
 GA0927'OF A SIDE DIRT ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0927'STAMPED M 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0819 ***********************************************************************
 GA0819  DESIGNATION -  M 98
 GA0819  PID         -  GA0819
 GA0819  STATE/COUNTY-  TN/GREENE
 GA0819  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0819
 GA0819                         *CURRENT SURVEY CONTROL
 GA0819  ___________________________________________________________________
 GA0819* NAD 83(1986)-  36 17 52.     (N)    082 44 09.     (W)     SCALED    
 GA0819* NAVD 88     -       463.549  (meters)    1520.83   (feet)  POSTED    
 GA0819  ___________________________________________________________________
 GA0819  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0819  DYNAMIC HT  -         463.110 (meters)    1519.39  (feet)  COMP
 GA0819  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 GA0819
 GA0819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0819
 GA0819.The horizontal coordinates were scaled from a topographic map and have
 GA0819.an estimated accuracy of +/- 6 seconds.
 GA0819
 GA0819.The orthometric height was determined by differential leveling
 GA0819.and adjusted by the National Geodetic Survey in 1992..
 GA0819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0819.rate of 0.0 thru 1.0 mm/km.
 GA0819
 GA0819.The geoid height was determined by GEOID03.
 GA0819
 GA0819.The dynamic height is computed by dividing the NAVD 88
 GA0819.geopotential number by the normal gravity value computed on the
 GA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0819.degrees latitude (g = 980.6199 gals.).
 GA0819
 GA0819.The modeled gravity was interpolated from observed gravity values.
 GA0819
 GA0819;                    North         East    Units  Estimated Accuracy
 GA0819;SPC TN       -   222,850.      893,140.      MT  (+/- 180 meters Scaled)
 GA0819
 GA0819                          SUPERSEDED SURVEY CONTROL
 GA0819
 GA0819  NGVD 29 (??/??/92)  463.684  (m)         1521.27   (f) ADJ UNCH    2 0
 GA0819
 GA0819.Superseded values are not recommended for survey control.
 GA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0819.See file dsdata.txt to determine how the superseded data were derived.
 GA0819
 GA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA441183(NAD 83)
 GA0819_MARKER: DB = BENCH MARK DISK
 GA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0819_STAMPING: M 98 1935
 GA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0819+STABILITY: SURFACE MOTION
 GA0819
 GA0819  HISTORY     - Date     Condition        Report By
 GA0819  HISTORY     - 1935     MONUMENTED       CGS
 GA0819
 GA0819                          STATION DESCRIPTION
 GA0819
 GA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0819'12.3 MI SW FROM FALL BRANCH.
 GA0819'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0819'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 9.1 MILES SOUTHWEST
 GA0819'ALONG STATE HIGHWAY 93, 2.1 MILES NORTHEAST OF NEWMANSVILLE, 0.2
 GA0819'MILE NORTH OF UNION TEMPLE CHURCH, 50 YARDS SOUTH OF A CROSS
 GA0819'ROAD, 8 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 GA0819'SOUTHEAST OF A WIRE FENCE LINE, AND 2 FEET HIGHER THAN THE
 GA0819'HIGHWAY.  A STANDARD DISK, STAMPED M 98 1935 AND SET IN THE TOP OF
 GA0819'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0779 ***********************************************************************
 GA0779  DESIGNATION -  M 99
 GA0779  PID         -  GA0779
 GA0779  STATE/COUNTY-  TN/HAWKINS
 GA0779  USGS QUAD   -  MC CLOUD (1961)
 GA0779
 GA0779                         *CURRENT SURVEY CONTROL
 GA0779  ___________________________________________________________________
 GA0779* NAD 83(1986)-  36 20 45.     (N)    082 55 44.     (W)     SCALED    
 GA0779* NAVD 88     -       379.554  (meters)    1245.25   (feet)  ADJUSTED  
 GA0779  ___________________________________________________________________
 GA0779  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0779  DYNAMIC HT  -         379.207 (meters)    1244.12  (feet)  COMP
 GA0779  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 GA0779
 GA0779  VERT ORDER  -  SECOND    CLASS 0
 GA0779
 GA0779.The horizontal coordinates were scaled from a topographic map and have
 GA0779.an estimated accuracy of +/- 6 seconds.
 GA0779
 GA0779.The orthometric height was determined by differential leveling
 GA0779.and adjusted by the National Geodetic Survey in June 1991..
 GA0779
 GA0779.The geoid height was determined by GEOID03.
 GA0779
 GA0779.The dynamic height is computed by dividing the NAVD 88
 GA0779.geopotential number by the normal gravity value computed on the
 GA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0779.degrees latitude (g = 980.6199 gals.).
 GA0779
 GA0779.The modeled gravity was interpolated from observed gravity values.
 GA0779
 GA0779;                    North         East    Units  Estimated Accuracy
 GA0779;SPC TN       -   227,610.      875,640.      MT  (+/- 180 meters Scaled)
 GA0779
 GA0779                          SUPERSEDED SURVEY CONTROL
 GA0779
 GA0779  NGVD 29 (??/??/92)  379.706  (m)         1245.75   (f) ADJ UNCH    2 0
 GA0779
 GA0779.Superseded values are not recommended for survey control.
 GA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0779.See file dsdata.txt to determine how the superseded data were derived.
 GA0779
 GA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA269240(NAD 83)
 GA0779_MARKER: DB = BENCH MARK DISK
 GA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0779_STAMPING: M 99 1935
 GA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0779+STABILITY: SURFACE MOTION
 GA0779
 GA0779  HISTORY     - Date     Condition        Report By
 GA0779  HISTORY     - 1935     MONUMENTED       CGS
 GA0779  HISTORY     - 1950     GOOD             TVA
 GA0779
 GA0779                          STATION DESCRIPTION
 GA0779
 GA0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0779'2.4 MI S FROM STRAHL.
 GA0779'2.4 MILES SOUTH ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0779'HAWKINS COUNTY, 50 YARDS SOUTH OF THE I.N. BAILEY RESIDENCE,
 GA0779'AT ENTERPRISE SCHOOL, 35 YARDS WEST OF THE CENTERLINE OF THE
 GA0779'HIGHWAY, 10 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 GA0779'AND 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0779'M 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0779
 GA0779                          STATION RECOVERY (1950)
 GA0779
 GA0779'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9825 ***********************************************************************
 AI9825  PACS        -  This is a Primary Airport Control Station.
 AI9825  DESIGNATION -  M01 A
 AI9825  PID         -  AI9825
 AI9825  STATE/COUNTY-  TN/SHELBY
 AI9825  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AI9825
 AI9825                         *CURRENT SURVEY CONTROL
 AI9825  ___________________________________________________________________
 AI9825* NAD 83(1995)-  35 12 03.28949(N)    090 03 13.10572(W)     ADJUSTED  
 AI9825* NAVD 88     -        67.86   (meters)     222.6    (feet)  GPS OBS   
 AI9825  ___________________________________________________________________
 AI9825  X           -      -4,884.772 (meters)                     COMP
 AI9825  Y           -  -5,217,640.789 (meters)                     COMP
 AI9825  Z           -   3,656,126.630 (meters)                     COMP
 AI9825  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AI9825  ELLIP HEIGHT-          40.58  (meters)          (02/20/01) GPS OBS
 AI9825  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9825
 AI9825  HORZ ORDER  -  B
 AI9825  ELLP ORDER  -  SECOND    CLASS I
 AI9825
 AI9825.This mark is at General De Witt Spain Airport (M01)
 AI9825
 AI9825.The horizontal coordinates were established by GPS observations
 AI9825.and adjusted by the National Geodetic Survey in February 2001..
 AI9825
 AI9825.The orthometric height was determined by GPS observations and a
 AI9825.high-resolution geoid model.
 AI9825
 AI9825.GPS derived orthometric heights for airport stations designated as
 AI9825.PACS or SACS are published to 2 decimal places.  This maintains
 AI9825.centimeter relative accuracy between the PACS and SACS.  It does
 AI9825.not indicate centimeter accuracy relative to other marks which are
 AI9825.part of the NAVD 88 network.
 AI9825
 AI9825.Photographs are available for this station.
 AI9825
 AI9825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9825
 AI9825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9825
 AI9825.The ellipsoidal height was determined by GPS observations
 AI9825.and is referenced to NAD 83.
 AI9825
 AI9825.The geoid height was determined by GEOID03.
 AI9825
 AI9825;                    North         East     Units Scale Factor Converg.
 AI9825;SPC TN       -   103,902.486   230,959.579   MT  1.00000903   -2 22 23.4
 AI9825;SPC TN       -   340,886.74    757,739.89   sFT  1.00000903   -2 22 23.4
 AI9825;UTM  15      - 3,899,301.801   768,241.328   MT  1.00048685   +1 41 57.9
 AI9825;UTM  16      - 3,899,596.961   221,988.570   MT  1.00055264   -1 45 41.0
 AI9825
 AI9825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9825!SPC TN       -   0.99999363  x   1.00000903  =   1.00000266
 AI9825!UTM  15      -   0.99999363  x   1.00048685  =   1.00048048
 AI9825!UTM  16      -   0.99999363  x   1.00055264  =   1.00054627
 AI9825
 AI9825:                Primary Azimuth Mark                     Grid Az
 AI9825:SPC TN       -  M01 B                                    169 06 38.6
 AI9825:UTM  15      -  M01 B                                    165 02 17.3
 AI9825:UTM  16      -  M01 B                                    168 29 56.2
 AI9825
 AI9825|---------------------------------------------------------------------|
 AI9825| PID    Reference Object                     Distance      Geod. Az  |
 AI9825|                                                           dddmmss.s |
 AI9825| AI9826 M01 B                               APPROX. 0.6 KM 1664415.2 |
 AI9825| AI9827 M01 C                               APPROX. 0.5 KM 3464547.4 |
 AI9825|---------------------------------------------------------------------|
 AI9825
 AI9825                          SUPERSEDED SURVEY CONTROL
 AI9825
 AI9825.No superseded survey control is available for this station.
 AI9825
 AI9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6824199302(NAD 83)
 AI9825_MARKER: I = METAL ROD
 AI9825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9825_STAMPING: M01 A 1996
 AI9825_MARK LOGO: NGS   
 AI9825_PROJECTION: FLUSH
 AI9825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9825+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9825_ROD/PIPE-DEPTH: 29   meters
 AI9825_SLEEVE-DEPTH  : 1 meters
 AI9825
 AI9825  HISTORY     - Date     Condition        Report By
 AI9825  HISTORY     - 1996     MONUMENTED       LOWE
 AI9825
 AI9825                          STATION DESCRIPTION
 AI9825
 AI9825'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9825'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF MEMPHIS AT
 AI9825'GENERAL DEWITT SPAIN AIRPORT. GENERAL DEWITT SPAIN AIRPORT IS
 AI9825'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9825'THE AIRPORT MANAGER, WALTER CATHEY, TELEPHONE NUMBER
 AI9825'901-358-0028, BEFORE ENTERING THE FIELD.
 AI9825' 
 AI9825'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 AI9825'(AKA DANNY THOMAS BOULEVARD) AND WHITNEY AVENUE, JUST NORTH OF
 AI9825'THE INTERSTATE 40 AND 240 INTERCHANGE, GO WEST-SOUTHWEST ON
 AI9825'WHITNEY AVENUE 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AI9825'RIGHT. TURN RIGHT AND GO SOUTHWEST TO THE GATE. FROM THE GATE
 AI9825'GO 0.24 KM (0.15 MI) SOUTHWEST ACROSS THE RAMP TO THE STATION ON
 AI9825'THE LEFT IN THE GRASS BETWEEN THE RUNWAY AND THE TAXIWAY.
 AI9825' 
 AI9825'THE STATION IS THE CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9825'REFUSAL TO A DEPTH OF 29.0 M (95.1 FT). THE ROD IS SET IN A 1 M (3.3
 AI9825'FT)
 AI9825'LONG GREASE FILLED PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9825'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9825'ARE SET FLUSH WITH THE GROUND. THE STATION IS 24.3 M (79.7 FT)
 AI9825'NORTHEAST FROM THE EAST EDGE OF THE RUNWAY, 19.8 M (65.0 FT) WEST
 AI9825'FROM THE WEST EDGE OF THE TAXIWAY, AND 10.2 M (33.5 FT) SOUTH FROM
 AI9825'THE SOUTH EDGE OF THE TAXIWAY. THIS STATION IS DESIGNATED A
 AI9825'PRIMARY AIRPORT CONTROL STATION.
 AI9825' 
 AI9825' 
 AI9825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9826 ***********************************************************************
 AI9826  SACS        -  This is a Secondary Airport Control Station.
 AI9826  DESIGNATION -  M01 B
 AI9826  PID         -  AI9826
 AI9826  STATE/COUNTY-  TN/SHELBY
 AI9826  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AI9826
 AI9826                         *CURRENT SURVEY CONTROL
 AI9826  ___________________________________________________________________
 AI9826* NAD 83(1995)-  35 11 45.50168(N)    090 03 07.99824(W)     ADJUSTED  
 AI9826* NAVD 88     -        67.62   (meters)     221.8    (feet)  GPS OBS   
 AI9826  ___________________________________________________________________
 AI9826  X           -      -4,755.862 (meters)                     COMP
 AI9826  Y           -  -5,217,956.692 (meters)                     COMP
 AI9826  Z           -   3,655,678.536 (meters)                     COMP
 AI9826  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AI9826  ELLIP HEIGHT-          40.34  (meters)          (02/20/01) GPS OBS
 AI9826  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9826
 AI9826  HORZ ORDER  -  FIRST
 AI9826  ELLP ORDER  -  SECOND    CLASS I
 AI9826
 AI9826.This mark is at General De Witt Spain Airport (M01)
 AI9826
 AI9826.The horizontal coordinates were established by GPS observations
 AI9826.and adjusted by the National Geodetic Survey in February 2001..
 AI9826
 AI9826.The orthometric height was determined by GPS observations and a
 AI9826.high-resolution geoid model.
 AI9826
 AI9826.GPS derived orthometric heights for airport stations designated as
 AI9826.PACS or SACS are published to 2 decimal places.  This maintains
 AI9826.centimeter relative accuracy between the PACS and SACS.  It does
 AI9826.not indicate centimeter accuracy relative to other marks which are
 AI9826.part of the NAVD 88 network.
 AI9826
 AI9826.Photographs are available for this station.
 AI9826
 AI9826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9826
 AI9826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9826
 AI9826.The ellipsoidal height was determined by GPS observations
 AI9826.and is referenced to NAD 83.
 AI9826
 AI9826.The geoid height was determined by GEOID03.
 AI9826
 AI9826;                    North         East     Units Scale Factor Converg.
 AI9826;SPC TN       -   103,349.420   231,065.975   MT  1.00000997   -2 22 20.4
 AI9826;SPC TN       -   339,072.22    758,088.95   sFT  1.00000997   -2 22 20.4
 AI9826;UTM  15      - 3,898,757.428   768,386.804   MT  1.00048782   +1 42 00.1
 AI9826;UTM  16      - 3,899,044.763   222,100.928   MT  1.00055188   -1 45 37.3
 AI9826
 AI9826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9826!SPC TN       -   0.99999367  x   1.00000997  =   1.00000364
 AI9826!UTM  15      -   0.99999367  x   1.00048782  =   1.00048149
 AI9826!UTM  16      -   0.99999367  x   1.00055188  =   1.00054554
 AI9826
 AI9826:                Primary Azimuth Mark                     Grid Az
 AI9826:SPC TN       -  M01 A                                    349 06 38.6
 AI9826:UTM  15      -  M01 A                                    345 02 18.1
 AI9826:UTM  16      -  M01 A                                    348 29 55.5
 AI9826
 AI9826|---------------------------------------------------------------------|
 AI9826| PID    Reference Object                     Distance      Geod. Az  |
 AI9826|                                                           dddmmss.s |
 AI9826| AI9825 M01 A                               APPROX. 0.6 KM 3464418.2 |
 AI9826|---------------------------------------------------------------------|
 AI9826
 AI9826                          SUPERSEDED SURVEY CONTROL
 AI9826
 AI9826.No superseded survey control is available for this station.
 AI9826
 AI9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6838798757(NAD 83)
 AI9826_MARKER: DD = SURVEY DISK
 AI9826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9826_STAMPING: M01 B 1996
 AI9826_MARK LOGO: NGS   
 AI9826_PROJECTION: FLUSH
 AI9826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9826+STABILITY: SURFACE MOTION
 AI9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9826+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9826_ROD/PIPE-DEPTH: 1    meters
 AI9826
 AI9826  HISTORY     - Date     Condition        Report By
 AI9826  HISTORY     - 1996     MONUMENTED       LOWE
 AI9826
 AI9826                          STATION DESCRIPTION
 AI9826
 AI9826'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9826'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF MEMPHIS AT THE
 AI9826'GENERAL DEWITT SPAIN AIRPORT. GENERAL DEWITT SPAIN AIRPORT IS AN
 AI9826'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9826'AIRPORT MANAGER, WALTER CATHEY, TELEPHONE NUMBER 901-358-0028,
 AI9826'BEFORE ENTERING THE FIELD.
 AI9826' 
 AI9826'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 AI9826'(AKA DANNY THOMAS BOULEVARD) AND WHITNEY AVENUE, JUST NORTH OF
 AI9826'THE INTERSTATE 40 AND 240 INTERCHANGE, GO WEST-SOUTHWEST ON
 AI9826'WHITNEY AVENUE 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AI9826'RIGHT. TURN RIGHT AND GO SOUTHWEST TO THE GATE. FROM THE GATE
 AI9826'GO 0.24 KM (0.15 MI) ACROSS THE RAMP TO THE TAXIWAY. TURN LEFT AND
 AI9826'GO SOUTHWEST 0.48 KM (0.30 MI) ALONG THE TAXIWAY TO THE STATION ON
 AI9826'THE RIGHT IN THE GRASS BETWEEN THE TAXIWAY AND THE RUNWAY.
 AI9826' 
 AI9826'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9826'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9826'PVC
 AI9826'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9826'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9826'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9826'22.4 M (73.5 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 21.1 M (69.2
 AI9826'FT)
 AI9826'WEST FROM THE WEST EDGE OF THE TAXIWAY, 20.8 M (68.2 FT) NORTHWEST
 AI9826'FROM THE NORTH EDGE OF THE CONNECTING RAMP, AND 17.8 M (58.4 FT)
 AI9826'NORTHEAST FROM A TAXIWAY SIGN. THIS STATION IS DESIGNATED A
 AI9826'SECONDARY AIRPORT CONTROL STATION.
 AI9826' 
 AI9826' 
 AI9826'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9827 ***********************************************************************
 AI9827  SACS        -  This is a Secondary Airport Control Station.
 AI9827  DESIGNATION -  M01 C
 AI9827  PID         -  AI9827
 AI9827  STATE/COUNTY-  TN/SHELBY
 AI9827  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AI9827
 AI9827                         *CURRENT SURVEY CONTROL
 AI9827  ___________________________________________________________________
 AI9827* NAD 83(1995)-  35 12 20.05561(N)    090 03 17.91079(W)     ADJUSTED  
 AI9827* NAVD 88     -        67.81   (meters)     222.5    (feet)  GPS OBS   
 AI9827  ___________________________________________________________________
 AI9827  X           -      -5,006.035 (meters)                     COMP
 AI9827  Y           -  -5,217,342.776 (meters)                     COMP
 AI9827  Z           -   3,656,548.808 (meters)                     COMP
 AI9827  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AI9827  ELLIP HEIGHT-          40.54  (meters)          (02/20/01) GPS OBS
 AI9827  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9827
 AI9827  HORZ ORDER  -  FIRST
 AI9827  ELLP ORDER  -  SECOND    CLASS I
 AI9827
 AI9827.This mark is at General De Witt Spain Airport (M01)
 AI9827
 AI9827.The horizontal coordinates were established by GPS observations
 AI9827.and adjusted by the National Geodetic Survey in February 2001..
 AI9827
 AI9827.The orthometric height was determined by GPS observations and a
 AI9827.high-resolution geoid model.
 AI9827
 AI9827.GPS derived orthometric heights for airport stations designated as
 AI9827.PACS or SACS are published to 2 decimal places.  This maintains
 AI9827.centimeter relative accuracy between the PACS and SACS.  It does
 AI9827.not indicate centimeter accuracy relative to other marks which are
 AI9827.part of the NAVD 88 network.
 AI9827
 AI9827.Photographs are available for this station.
 AI9827
 AI9827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9827
 AI9827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9827
 AI9827.The ellipsoidal height was determined by GPS observations
 AI9827.and is referenced to NAD 83.
 AI9827
 AI9827.The geoid height was determined by GEOID03.
 AI9827
 AI9827;                    North         East     Units Scale Factor Converg.
 AI9827;SPC TN       -   104,423.777   230,859.537   MT  1.00000814   -2 22 26.2
 AI9827;SPC TN       -   342,597.01    757,411.66   sFT  1.00000814   -2 22 26.2
 AI9827;UTM  15      - 3,899,814.916   768,104.451   MT  1.00048595   +1 41 55.9
 AI9827;UTM  16      - 3,900,117.437   221,882.911   MT  1.00055337   -1 45 44.5
 AI9827
 AI9827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9827!SPC TN       -   0.99999364  x   1.00000814  =   1.00000178
 AI9827!UTM  15      -   0.99999364  x   1.00048595  =   1.00047958
 AI9827!UTM  16      -   0.99999364  x   1.00055337  =   1.00054700
 AI9827
 AI9827:                Primary Azimuth Mark                     Grid Az
 AI9827:SPC TN       -  M01 A                                    169 08 10.8
 AI9827:UTM  15      -  M01 A                                    165 03 48.7
 AI9827:UTM  16      -  M01 A                                    168 31 29.1
 AI9827
 AI9827|---------------------------------------------------------------------|
 AI9827| PID    Reference Object                     Distance      Geod. Az  |
 AI9827|                                                           dddmmss.s |
 AI9827| AI9825 M01 A                               APPROX. 0.5 KM 1664544.6 |
 AI9827|---------------------------------------------------------------------|
 AI9827
 AI9827                          SUPERSEDED SURVEY CONTROL
 AI9827
 AI9827.No superseded survey control is available for this station.
 AI9827
 AI9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6810499815(NAD 83)
 AI9827_MARKER: DD = SURVEY DISK
 AI9827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9827_STAMPING: M01 C 1996
 AI9827_MARK LOGO: NGS   
 AI9827_PROJECTION: FLUSH
 AI9827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9827+STABILITY: SURFACE MOTION
 AI9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9827+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9827_ROD/PIPE-DEPTH: 1    meters
 AI9827
 AI9827  HISTORY     - Date     Condition        Report By
 AI9827  HISTORY     - 1996     MONUMENTED       LOWE
 AI9827
 AI9827                          STATION DESCRIPTION
 AI9827
 AI9827'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9827'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF MEMPHIS AT THE
 AI9827'GENERAL DEWITT SPAIN AIRPORT. GENERAL DEWITT SPAIN AIRPORT IS
 AI9827'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9827'THE AIRPORT MANAGER, WALTER CATHEY, TELEPHONE NUMBER
 AI9827'901-358-0028, BEFORE ENTERING THE FIELD.
 AI9827' 
 AI9827'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 AI9827'(AKA DANNY THOMAS BOULEVARD) AND WHITNEY AVENUE, JUST NORTH OF
 AI9827'THE INTERSTATE 40 AND 240 INTERCHANGE, GO WEST-SOUTHWEST ON
 AI9827'WHITNEY AVENUE 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AI9827'RIGHT. TURN RIGHT AND GO SOUTHWEST TO THE GATE. FROM THE GATE
 AI9827'GO 0.24 KM (0.15 MI) ACROSS THE RAMP TO THE TAXIWAY. TURN RIGHT AND
 AI9827'GO NORTH 0.48 KM (0.30 MI) ALONG THE TAXIWAY TO THE STATION ON THE
 AI9827'LEFT IN THE GRASS BETWEEN THE TAXIWAY AND THE RUNWAY.
 AI9827' 
 AI9827'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9827'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9827'PVC
 AI9827'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9827'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9827'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9827'31.3 M (102.7 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST VASI
 AI9827'LIGHT, 25.8 M (84.6 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, AND
 AI9827'17.6 M (57.7 FT) WEST FROM THE WEST EDGE OF THE TAXIWAY. THIS
 AI9827'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9827' 
 AI9827' 
 AI9827'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9821 ***********************************************************************
 AI9821  SACS        -  This is a Secondary Airport Control Station.
 AI9821  DESIGNATION -  M04 A
 AI9821  PID         -  AI9821
 AI9821  STATE/COUNTY-  TN/TIPTON
 AI9821  USGS QUAD   -  GIFT (1983)
 AI9821
 AI9821                         *CURRENT SURVEY CONTROL
 AI9821  ___________________________________________________________________
 AI9821* NAD 83(1995)-  35 34 35.29723(N)    089 35 14.32252(W)     ADJUSTED  
 AI9821* NAVD 88     -        84.32   (meters)     276.6    (feet)  GPS OBS   
 AI9821  ___________________________________________________________________
 AI9821  X           -      37,407.438 (meters)                     COMP
 AI9821  Y           -  -5,193,391.256 (meters)                     COMP
 AI9821  Z           -   3,690,105.260 (meters)                     COMP
 AI9821  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AI9821  ELLIP HEIGHT-          57.02  (meters)          (02/20/01) GPS OBS
 AI9821  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AI9821
 AI9821  HORZ ORDER  -  FIRST
 AI9821  ELLP ORDER  -  SECOND    CLASS I
 AI9821
 AI9821.This mark is at Covington Airport (M04)
 AI9821
 AI9821.The horizontal coordinates were established by GPS observations
 AI9821.and adjusted by the National Geodetic Survey in February 2001..
 AI9821
 AI9821.The orthometric height was determined by GPS observations and a
 AI9821.high-resolution geoid model.
 AI9821
 AI9821.GPS derived orthometric heights for airport stations designated as
 AI9821.PACS or SACS are published to 2 decimal places.  This maintains
 AI9821.centimeter relative accuracy between the PACS and SACS.  It does
 AI9821.not indicate centimeter accuracy relative to other marks which are
 AI9821.part of the NAVD 88 network.
 AI9821
 AI9821.Photographs are available for this station.
 AI9821
 AI9821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9821
 AI9821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9821
 AI9821.The ellipsoidal height was determined by GPS observations
 AI9821.and is referenced to NAD 83.
 AI9821
 AI9821.The geoid height was determined by GEOID03.
 AI9821
 AI9821;                    North         East     Units Scale Factor Converg.
 AI9821;SPC TN       -   143,883.602   274,920.468   MT  0.99995845   -2 06 00.6
 AI9821;SPC TN       -   472,058.12    901,968.24   sFT  0.99995845   -2 06 00.6
 AI9821;UTM  16      - 3,940,055.619   265,545.322   MT  1.00027744   -1 30 21.4
 AI9821
 AI9821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9821!SPC TN       -   0.99999105  x   0.99995845  =   0.99994950
 AI9821!UTM  16      -   0.99999105  x   1.00027744  =   1.00026849
 AI9821
 AI9821                          SUPERSEDED SURVEY CONTROL
 AI9821
 AI9821.No superseded survey control is available for this station.
 AI9821
 AI9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6554540056(NAD 83)
 AI9821_MARKER: DD = SURVEY DISK
 AI9821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9821_STAMPING: M04 A 1999
 AI9821_MARK LOGO: NGS   
 AI9821_PROJECTION: FLUSH
 AI9821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9821+STABILITY: SURFACE MOTION
 AI9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9821+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9821
 AI9821  HISTORY     - Date     Condition        Report By
 AI9821  HISTORY     - 1999     MONUMENTED       LOWE
 AI9821
 AI9821                          STATION DESCRIPTION
 AI9821
 AI9821'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9821'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST FROM
 AI9821'COVINGTON AT THE COVINGTON MUNICIPAL AIRPORT. COVINGTON
 AI9821'MUNICIPAL AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT
 AI9821'REQUIRED. CHECK WITH THE AIRPORT MANAGER, DAVE PEELER,
 AI9821'TELEPHONE NUMBER 901-476-1392, BEFORE ENTERING THE FIELD.
 AI9821' 
 AI9821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 AI9821'STATE HIGHWAY 59 IN COVINGTON, GO NORTH ON STATE HIGHWAY 51 FOR
 AI9821'1.77 KM (1.10 MI) TO THE JUNCTION OF STATE HIGHWAY 384. CONTINUE
 AI9821'NORTH ON STATE HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD ON
 AI9821'THE RIGHT. TURN RIGHT AND GO EASTERLY ON COUNTY ROAD 8391 FOR
 AI9821'4.51 KM (2.80 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO
 AI9821'SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A PAVED
 AI9821'ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE PAVED ROAD AND
 AI9821'ACROSS THE PARKING LOT TO THE AIRPORT OFFICE AND A GATE ON THE
 AI9821'RIGHT. PASS THRU THE GATE AND CONTINUE WEST ACROSS THE APRON
 AI9821'AND TAXIWAY FOR 0.1 KM (0.05 MI) TO THE TAXIWAY AND AND THE RUNWAY.
 AI9821'TURN LEFT AND GO SOUTH 1.50 KM (0.95 MI) TO THE STATION ON THE LEFT.
 AI9821' 
 AI9821'THE STATION IS THE CENTER OF A BRONZE NGS CAP SET IN A POURED
 AI9821'CONCRETE MONUMENT. THE MONUMENT AND CONCRETE ARE SET FLUSH
 AI9821'WITH THE GROUND. THE STATION IS 85.49 M (280.48 FT) EAST FROM THE
 AI9821'SOUTHEAST STROBE LIGHT, 21.27 M (69.78 FT) SOUTHEAST FROM THE
 AI9821'SOUTHEASTERNMOST TAXIWAY LIGHT AT THE P.C. OF THE TAXIWAY AND
 AI9821'RAMP, AND 9.14 M (29.99 FT) DUE WEST FROM A CHAIN LINK FENCE. THIS
 AI9821'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9821' 
 AI9821' 
 AI9821'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9833 ***********************************************************************
 AI9833  SACS        -  This is a Secondary Airport Control Station.
 AI9833  DESIGNATION -  M08 A
 AI9833  PID         -  AI9833
 AI9833  STATE/COUNTY-  TN/HARDEMAN
 AI9833  USGS QUAD   -  MIDDLEBURG (1980)
 AI9833
 AI9833                         *CURRENT SURVEY CONTROL
 AI9833  ___________________________________________________________________
 AI9833* NAD 83(1995)-  35 12 30.17387(N)    089 02 38.87443(W)     ADJUSTED  
 AI9833* NAVD 88     -       150.93   (meters)     495.2    (feet)  GPS OBS   
 AI9833  ___________________________________________________________________
 AI9833  X           -      87,035.307 (meters)                     COMP
 AI9833  Y           -  -5,216,506.849 (meters)                     COMP
 AI9833  Z           -   3,656,851.204 (meters)                     COMP
 AI9833  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AI9833  ELLIP HEIGHT-         123.12  (meters)          (02/20/01) GPS OBS
 AI9833  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AI9833
 AI9833  HORZ ORDER  -  FIRST
 AI9833  ELLP ORDER  -  SECOND    CLASS I
 AI9833
 AI9833.This mark is at William L Whitehurst Fld Airport (M08)
 AI9833
 AI9833.The horizontal coordinates were established by GPS observations
 AI9833.and adjusted by the National Geodetic Survey in February 2001..
 AI9833
 AI9833.The orthometric height was determined by GPS observations and a
 AI9833.high-resolution geoid model.
 AI9833
 AI9833.GPS derived orthometric heights for airport stations designated as
 AI9833.PACS or SACS are published to 2 decimal places.  This maintains
 AI9833.centimeter relative accuracy between the PACS and SACS.  It does
 AI9833.not indicate centimeter accuracy relative to other marks which are
 AI9833.part of the NAVD 88 network.
 AI9833
 AI9833.Photographs are available for this station.
 AI9833
 AI9833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9833
 AI9833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9833
 AI9833.The ellipsoidal height was determined by GPS observations
 AI9833.and is referenced to NAD 83.
 AI9833
 AI9833.The geoid height was determined by GEOID03.
 AI9833
 AI9833;                    North         East     Units Scale Factor Converg.
 AI9833;SPC TN       -   101,397.749   322,855.709   MT  1.00000761   -1 46 55.8
 AI9833;SPC TN       -   332,669.11  1,059,235.77   sFT  1.00000761   -1 46 55.8
 AI9833;UTM  16      - 3,898,066.355   313,930.367   MT  1.00002670   -1 10 44.0
 AI9833
 AI9833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9833!SPC TN       -   0.99998068  x   1.00000761  =   0.99998828
 AI9833!UTM  16      -   0.99998068  x   1.00002670  =   1.00000737
 AI9833
 AI9833:                Primary Azimuth Mark                     Grid Az
 AI9833:SPC TN       -  GPS 58                                   010 20 17.4
 AI9833:UTM  16      -  GPS 58                                   009 44 05.6
 AI9833
 AI9833|---------------------------------------------------------------------|
 AI9833| PID    Reference Object                     Distance      Geod. Az  |
 AI9833|                                                           dddmmss.s |
 AI9833| FE2752 GPS 58                              457.259 METERS 0083321.6 |
 AI9833|---------------------------------------------------------------------|
 AI9833
 AI9833                          SUPERSEDED SURVEY CONTROL
 AI9833
 AI9833.No superseded survey control is available for this station.
 AI9833
 AI9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1393098066(NAD 83)
 AI9833_MARKER: DD = SURVEY DISK
 AI9833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9833_STAMPING: M08 A 1996
 AI9833_MARK LOGO: NGS   
 AI9833_PROJECTION: FLUSH
 AI9833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9833+STABILITY: SURFACE MOTION
 AI9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9833+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9833_ROD/PIPE-DEPTH: 1    meters
 AI9833
 AI9833  HISTORY     - Date     Condition        Report By
 AI9833  HISTORY     - 1996     MONUMENTED       LOWE
 AI9833
 AI9833                          STATION DESCRIPTION
 AI9833
 AI9833'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9833'THE STATION IS LOCATED ABOUT 1.8 KM (5.05 MI) SOUTHWEST OF BOLIVAR
 AI9833'AT THE BOLIVAR-HARDEMAN COUNTY AIRPORT (WILLIAM L. WHITEHURST
 AI9833'FIELD), NEAR THE SOUTH END OF THE AIRPORT. WILLIAM L. WHITEHURST
 AI9833'FIELD IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK
 AI9833'WITH THE POINT OF CONTACT, DAVID PERRIN, FLIGHT INSTRUCTOR,
 AI9833'TELEPHONE NUMBER 901-658-5902, BEFORE ENTERING THE FIELD.
 AI9833' 
 AI9833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 AI9833'STATE HIGHWAY 18, JUST WEST OF BOLIVAR, GO SOUTHWEST FOR 5.3 KM
 AI9833'(3.30 MI) ON STATE HIGHWAY 18 TO THE AIRPORT ENTRANCE DRIVE. TURN
 AI9833'LEFT AND GO SOUTH FOR 1.3 KM (0.80 MI) TO THE AIRPORT OFFICE AND THE
 AI9833'ACCESS GATE. CONTINUE THROUGH THE ENTRANCE GATE AND GO SOUTH
 AI9833'ON THE TAXIWAY 0.08 KM (0.05 MI) TO THE SECOND CROSSOVER RAMP TO
 AI9833'THE RUNWAY, PROCEED TO THE RUNWAY, TURN LEFT AND GO 0.3 KM (0.20
 AI9833'MI) TO THE STATION AT THE SOUTH END OF THE RUNWAY. THE STATION IS
 AI9833'IN LINE WITH THE EAST EDGE OF THE PAVEMENT.
 AI9833' 
 AI9833'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9833'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9833'NGS
 AI9833'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9833'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9833'FROM THE BOTTOM OF THE PIPE. THE STATION IS 71.3 M (233.9 FT)
 AI9833'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE PAVEMENT, 67.5 M
 AI9833'(221.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE PAVEMENT, AND
 AI9833'64.7 M (212.3 FT) SOUTHWEST FROM THE EASTERNMOST RUNWAY LIGHT AT
 AI9833'THE END OF THE RUNWAY. THIS STATION IS DESIGNATED A SECONDARY
 AI9833'AIRPORT CONTROL STATION.
 AI9833' 
 AI9833' 
 AI9833'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9829 ***********************************************************************
 AI9829  SACS        -  This is a Secondary Airport Control Station.
 AI9829  DESIGNATION -  M52 A
 AI9829  PID         -  AI9829
 AI9829  STATE/COUNTY-  TN/HENDERSON
 AI9829  USGS QUAD   -  CHESTERFIELD (1986)
 AI9829
 AI9829                         *CURRENT SURVEY CONTROL
 AI9829  ___________________________________________________________________
 AI9829* NAD 83(1995)-  35 38 40.05349(N)    088 22 20.67109(W)     ADJUSTED  
 AI9829* NAVD 88     -       153.65   (meters)     504.1    (feet)  GPS OBS   
 AI9829  ___________________________________________________________________
 AI9829  X           -     147,388.585 (meters)                     COMP
 AI9829  Y           -  -5,187,095.757 (meters)                     COMP
 AI9829  Z           -   3,696,277.960 (meters)                     COMP
 AI9829  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI9829  ELLIP HEIGHT-         125.53  (meters)          (02/20/01) GPS OBS
 AI9829  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI9829
 AI9829  HORZ ORDER  -  FIRST
 AI9829  ELLP ORDER  -  SECOND    CLASS I
 AI9829
 AI9829.This mark is at Franklin Wilkins Airport (M52)
 AI9829
 AI9829.The horizontal coordinates were established by GPS observations
 AI9829.and adjusted by the National Geodetic Survey in February 2001..
 AI9829
 AI9829.The orthometric height was determined by GPS observations and a
 AI9829.high-resolution geoid model.
 AI9829
 AI9829.GPS derived orthometric heights for airport stations designated as
 AI9829.PACS or SACS are published to 2 decimal places.  This maintains
 AI9829.centimeter relative accuracy between the PACS and SACS.  It does
 AI9829.not indicate centimeter accuracy relative to other marks which are
 AI9829.part of the NAVD 88 network.
 AI9829
 AI9829.Photographs are available for this station.
 AI9829
 AI9829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9829
 AI9829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9829
 AI9829.The ellipsoidal height was determined by GPS observations
 AI9829.and is referenced to NAD 83.
 AI9829
 AI9829.The geoid height was determined by GEOID03.
 AI9829
 AI9829;                    North         East     Units Scale Factor Converg.
 AI9829;SPC TN       -   148,072.112   385,169.834   MT  0.99995385   -1 23 20.0
 AI9829;SPC TN       -   485,799.92  1,263,678.03   sFT  0.99995385   -1 23 20.0
 AI9829;UTM  16      - 3,945,382.236   375,751.408   MT  0.99979024   -0 47 59.6
 AI9829
 AI9829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9829!SPC TN       -   0.99998030  x   0.99995385  =   0.99993415
 AI9829!UTM  16      -   0.99998030  x   0.99979024  =   0.99977054
 AI9829
 AI9829                          SUPERSEDED SURVEY CONTROL
 AI9829
 AI9829.No superseded survey control is available for this station.
 AI9829
 AI9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7575145382(NAD 83)
 AI9829_MARKER: DD = SURVEY DISK
 AI9829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9829_STAMPING: M52 A 1996
 AI9829_MARK LOGO: NGS   
 AI9829_PROJECTION: FLUSH
 AI9829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9829+STABILITY: SURFACE MOTION
 AI9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9829+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9829_ROD/PIPE-DEPTH: 1    meters
 AI9829
 AI9829  HISTORY     - Date     Condition        Report By
 AI9829  HISTORY     - 1996     MONUMENTED       LOWE
 AI9829
 AI9829                          STATION DESCRIPTION
 AI9829
 AI9829'DESCRIBED BY LOWE ENGINEERS 1996 (LDS)
 AI9829'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST FROM
 AI9829'LEXINGTON AT THE LEXINGTON-FRANKLIN COUNTY AIRPORT
 AI9829'(FRANKLIN-WILKINS AIRPORT). FRANKLIN-WILKINS AIRPORT IS AN
 AI9829'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9829'AIRPORT MANAGER, RONALD BOWEN, TELEPHONE NUMBER 901-968-3721,
 AI9829'BEFORE ENTERING THE FIELD.
 AI9829' 
 AI9829'TO REACH THE STATION FROM STATE ROADS 20 AND 412 IN LEXINGTON, GO
 AI9829'EAST ON STATE ROAD 412 0.16 KM (0.10 MI) TO THE JUNCTION OF STATE
 AI9829'ROAD 114. TURN LEFT AND GO NORTH ON STATE ROAD 114 1.13 KM (0.70 MI)
 AI9829'TO THE AIRPORT ENTRANCE DRIVE. TURN RIGHT AND GO NORTHEAST 0.32
 AI9829'KM (0.20 MI) TO THE AIRPORT OFFICE AND GATE. FROM THE GATE GO
 AI9829'SOUTHEAST 0.04 KM (0.02 MI) TO THE AIRPORT APRON. CONTINUE
 AI9829'EAST-NORTHEAST ACROSS THE APRON AND TAXIWAY 0.16 KM (0.10 MI)TO
 AI9829'THE JUNCTION OF THE RUNWAY. TURN RIGHT AND GO SOUTHEAST ON THE
 AI9829'RUNWAY 0.73 KM (0.45 MI) TO THE END OF THE RUNWAY AND THE STATION
 AI9829'ON THE LEFT.
 AI9829' 
 AI9829'THE STATION IS THE CENTER OF A 0.05 SURVEY DISK SET INTO THE TOP OF A
 AI9829'1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 KM (0.52 FT) PVC PIPE
 AI9829'WITH A
 AI9829'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9829'ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9829'EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS 19.8 M (65.0 FT)
 AI9829'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE SOUTHEAST END
 AI9829'OF THE RUNWAY, 17.0 M (55.8 FT) NORTHEAST FROM THE NORTHEAST OF
 AI9829'THREE THRESHOLD LIGHTS, AND 3.0 M (9.8 FT) NORTHWEST FROM THE
 AI9829'RUNWAY STROBE LIGHT. THIS STATION IS DESIGNATED A SECONDARY
 AI9829'AIRPORT CONTROL STATION.
 AI9829' 
 AI9829'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9846 ***********************************************************************
 AI9846  PACS        -  This is a Primary Airport Control Station.
 AI9846  DESIGNATION -  M53 A
 AI9846  PID         -  AI9846
 AI9846  STATE/COUNTY-  TN/GIBSON
 AI9846  USGS QUAD   -  MEDINA (1981)
 AI9846
 AI9846                         *CURRENT SURVEY CONTROL
 AI9846  ___________________________________________________________________
 AI9846* NAD 83(1995)-  35 48 07.63162(N)    088 52 28.44591(W)     ADJUSTED  
 AI9846* NAVD 88     -       126.39   (meters)     414.7    (feet)  GPS OBS   
 AI9846  ___________________________________________________________________
 AI9846  X           -     101,720.988 (meters)                     COMP
 AI9846  Y           -  -5,177,954.155 (meters)                     COMP
 AI9846  Z           -   3,710,463.884 (meters)                     COMP
 AI9846  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AI9846  ELLIP HEIGHT-          98.14  (meters)          (02/20/01) GPS OBS
 AI9846  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9846
 AI9846  HORZ ORDER  -  B
 AI9846  ELLP ORDER  -  SECOND    CLASS I
 AI9846
 AI9846.This mark is at Humboldt Airport (M53)
 AI9846
 AI9846.The horizontal coordinates were established by GPS observations
 AI9846.and adjusted by the National Geodetic Survey in February 2001..
 AI9846
 AI9846.The orthometric height was determined by GPS observations and a
 AI9846.high-resolution geoid model.
 AI9846
 AI9846.GPS derived orthometric heights for airport stations designated as
 AI9846.PACS or SACS are published to 2 decimal places.  This maintains
 AI9846.centimeter relative accuracy between the PACS and SACS.  It does
 AI9846.not indicate centimeter accuracy relative to other marks which are
 AI9846.part of the NAVD 88 network.
 AI9846
 AI9846.Photographs are available for this station.
 AI9846
 AI9846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9846
 AI9846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9846
 AI9846.The ellipsoidal height was determined by GPS observations
 AI9846.and is referenced to NAD 83.
 AI9846
 AI9846.The geoid height was determined by GEOID03.
 AI9846
 AI9846;                    North         East     Units Scale Factor Converg.
 AI9846;SPC TN       -   166,775.681   340,223.103   MT  0.99994856   -1 40 58.4
 AI9846;SPC TN       -   547,163.21  1,116,215.30   sFT  0.99994856   -1 40 58.4
 AI9846;UTM  16      - 3,963,622.272   330,618.932   MT  0.99995354   -1 05 48.7
 AI9846
 AI9846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9846!SPC TN       -   0.99998460  x   0.99994856  =   0.99993316
 AI9846!UTM  16      -   0.99998460  x   0.99995354  =   0.99993814
 AI9846
 AI9846:                Primary Azimuth Mark                     Grid Az
 AI9846:SPC TN       -  M53 B                                    047 03 26.7
 AI9846:UTM  16      -  M53 B                                    046 28 17.0
 AI9846
 AI9846|---------------------------------------------------------------------|
 AI9846| PID    Reference Object                     Distance      Geod. Az  |
 AI9846|                                                           dddmmss.s |
 AI9846| AI9819 M53 B                               APPROX. 0.5 KM 0452228.3 |
 AI9846| AI9838 M53 C                               APPROX. 0.5 KM 2204349.0 |
 AI9846|---------------------------------------------------------------------|
 AI9846
 AI9846                          SUPERSEDED SURVEY CONTROL
 AI9846
 AI9846.No superseded survey control is available for this station.
 AI9846
 AI9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3061963622(NAD 83)
 AI9846_MARKER: I = METAL ROD
 AI9846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9846_STAMPING: M53 A 1996
 AI9846_MARK LOGO: NGS   
 AI9846_PROJECTION: FLUSH
 AI9846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9846+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 AI9846_ROD/PIPE-DEPTH: 14.3 meters
 AI9846_SLEEVE-DEPTH  : 1 meters
 AI9846
 AI9846  HISTORY     - Date     Condition        Report By
 AI9846  HISTORY     - 1996     MONUMENTED       LOWE
 AI9846  HISTORY     - 20040324 GOOD             COMPA
 AI9846  HISTORY     - 20050623 GOOD             CAS
 AI9846
 AI9846                          STATION DESCRIPTION
 AI9846
 AI9846'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9846'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HUMBOLDT
 AI9846'AT THE HUMBOLDT MUNICIPAL AIRPORT. HUMBOLDT MUNICIPAL
 AI9846'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9846'CHECK WITH THE AIRPORT MANAGER, GUY LONDE, TELEPHONE NUMBER
 AI9846'901-784-5571, BEFORE ENTERING THE FIELD.
 AI9846' 
 AI9846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W AND
 AI9846'U.S. HIGHWAY 45W BUSINESS, SOUTH OF HUMBOLDT, GO SOUTH ON U.S.
 AI9846'HIGHWAY 45W 1.6 KM (1.0 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON
 AI9846'THE LEFT. TURN LEFT AND GO EAST ON THE ENTRANCE ROAD 0.24 KM (0.15
 AI9846'MI) TO THE AIRPORT OFFICE AND THE GATE AT THE SOUTHWEST SIDE OF
 AI9846'THE OFFICE. ENTER THROUGH THE GATE AND GO 0.16 KM (0.1 MI)
 AI9846'NORTHEAST ACROSS THE APRON AND TAXIWAY AREA TO THE JUNCTION OF
 AI9846'THE MAIN NORTHEAST-SOUTHWEST TAXIWAY. TURN RIGHT AND GO
 AI9846'NORTHEAST 0.48 KM (0.3 MI) TO THE STATION ON THE LEFT BETWEEN THE
 AI9846'TAXIWAY AND RUNWAY 22.
 AI9846' 
 AI9846'THE STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AI9846'TO A DEPTH OF 14.3 M (46.9 FT), 5 CM BELOW GROUND LEVEL, AND ENCASED
 AI9846'IN A 0.16 M (0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY
 AI9846'CONCRETE. THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE
 AI9846'GROUND. THE LOGO CAP IS STAMPED M53 A 1996. THE STATION IS 37.6 M
 AI9846'(123.4 FT) SOUTHWEST OF THE ELEVENTH (11TH) RUNWAY LIGHT FROM THE
 AI9846'SOUTHWEST END OF THE RUNWAY, 25.78 M (84.6 FT) NORTHEAST OF THE
 AI9846'TENTH (10TH) RUNWAY LIGHT FROM THE SOUTHWEST END OF THE
 AI9846'RUNWAY, AND 17.13 M (56.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AI9846'THE RUNWAY. THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI9846'STATION.
 AI9846' 
 AI9846' 
 AI9846' 
 AI9846'
 AI9846
 AI9846                          STATION RECOVERY (2004)
 AI9846
 AI9846'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AI9846'RECOVERED IN GOOD CONDITION.
 AI9846
 AI9846                          STATION RECOVERY (2005)
 AI9846
 AI9846'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AI9846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9819 ***********************************************************************
 AI9819  SACS        -  This is a Secondary Airport Control Station.
 AI9819  DESIGNATION -  M53 B
 AI9819  PID         -  AI9819
 AI9819  STATE/COUNTY-  TN/GIBSON
 AI9819  USGS QUAD   -  MEDINA (1981)
 AI9819
 AI9819                         *CURRENT SURVEY CONTROL
 AI9819  ___________________________________________________________________
 AI9819* NAD 83(1995)-  35 48 19.54793(N)    088 52 13.62473(W)     ADJUSTED  
 AI9819* NAVD 88     -       127.68   (meters)     418.9    (feet)  GPS OBS   
 AI9819  ___________________________________________________________________
 AI9819  X           -     102,088.835 (meters)                     COMP
 AI9819  Y           -  -5,177,733.051 (meters)                     COMP
 AI9819  Z           -   3,710,762.504 (meters)                     COMP
 AI9819  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AI9819  ELLIP HEIGHT-          99.42  (meters)          (02/20/01) GPS OBS
 AI9819  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9819
 AI9819  HORZ ORDER  -  FIRST
 AI9819  ELLP ORDER  -  SECOND    CLASS I
 AI9819
 AI9819.This mark is at Humboldt Airport (M53)
 AI9819
 AI9819.The horizontal coordinates were established by GPS observations
 AI9819.and adjusted by the National Geodetic Survey in February 2001..
 AI9819
 AI9819.The orthometric height was determined by GPS observations and a
 AI9819.high-resolution geoid model.
 AI9819
 AI9819.GPS derived orthometric heights for airport stations designated as
 AI9819.PACS or SACS are published to 2 decimal places.  This maintains
 AI9819.centimeter relative accuracy between the PACS and SACS.  It does
 AI9819.not indicate centimeter accuracy relative to other marks which are
 AI9819.part of the NAVD 88 network.
 AI9819
 AI9819.Photographs are available for this station.
 AI9819
 AI9819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9819
 AI9819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9819
 AI9819.The ellipsoidal height was determined by GPS observations
 AI9819.and is referenced to NAD 83.
 AI9819
 AI9819.The geoid height was determined by GEOID03.
 AI9819
 AI9819;                    North         East     Units Scale Factor Converg.
 AI9819;SPC TN       -   167,131.855   340,605.822   MT  0.99994853   -1 40 49.7
 AI9819;SPC TN       -   548,331.76  1,117,470.93   sFT  0.99994853   -1 40 49.7
 AI9819;UTM  16      - 3,963,982.344   330,997.990   MT  0.99995196   -1 05 40.3
 AI9819
 AI9819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9819!SPC TN       -   0.99998440  x   0.99994853  =   0.99993293
 AI9819!UTM  16      -   0.99998440  x   0.99995196  =   0.99993636
 AI9819
 AI9819:                Primary Azimuth Mark                     Grid Az
 AI9819:SPC TN       -  M53 A                                    227 03 26.7
 AI9819:UTM  16      -  M53 A                                    226 28 17.3
 AI9819
 AI9819|---------------------------------------------------------------------|
 AI9819| PID    Reference Object                     Distance      Geod. Az  |
 AI9819|                                                           dddmmss.s |
 AI9819| AI9846 M53 A                               APPROX. 0.5 KM 2252237.0 |
 AI9819|---------------------------------------------------------------------|
 AI9819
 AI9819                          SUPERSEDED SURVEY CONTROL
 AI9819
 AI9819.No superseded survey control is available for this station.
 AI9819
 AI9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3099863982(NAD 83)
 AI9819_MARKER: DD = SURVEY DISK
 AI9819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9819_STAMPING: M53 B 1996
 AI9819_MARK LOGO: NGS   
 AI9819_PROJECTION: FLUSH
 AI9819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9819+STABILITY: SURFACE MOTION
 AI9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9819+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 AI9819_ROD/PIPE-DEPTH: 1    meters
 AI9819
 AI9819  HISTORY     - Date     Condition        Report By
 AI9819  HISTORY     - 1996     MONUMENTED       LOWE
 AI9819  HISTORY     - 20050623 GOOD             CAS
 AI9819
 AI9819                          STATION DESCRIPTION
 AI9819
 AI9819'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9819'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HUMBOLDT
 AI9819'AT THE HUMBOLDT MUNICIPAL AIRPORT. HUMBOLDT MUNICIPAL
 AI9819'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9819'CHECK WITH THE AIRPORT MANAGER, GUY LONDE, TELEPHONE NUMBER
 AI9819'901-784-5571, BEFORE ENTERING THE FIELD.
 AI9819' 
 AI9819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W U.S.
 AI9819'HIGHWAY 45W BUSINESS, SOUTH OF HUMBOLDT, GO SOUTH ON U.S.
 AI9819'HIGHWAY 45W 1.6 KM (1.0 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON
 AI9819'THE LEFT. TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD 0.24
 AI9819'KM (0.15 MI) TO THE AIRPORT OFFICE AND THE GATE AT THE SOUTHWEST
 AI9819'SIDE OF THE OFFICE. ENTER THROUGH THE GATE AND GO 0.16 KM (0.1 MI)
 AI9819'NORTHEAST ACROSS THE APRON AND TAXIWAY TO THE JUNCTION OF THE
 AI9819'MAIN NORTHEAST-SOUTHWEST TAXIWAY. TURN RIGHT AND GO 0.96 KM (0.6
 AI9819'MI) TO THE STATION ON THE LEFT BETWEEN THE TAXIWAY AND RUNWAY 22.
 AI9819' 
 AI9819'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9819'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9819'PVC
 AI9819'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9819'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9819'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE NGS LOGO
 AI9819'CAP IS STAMPED M53 B 1996. THE STATION IS 84.55 M (277.4 FT) NORTHEAST
 AI9819'OF THE NORTHWEST  VASI LIGHT, 33.68 M (110.5 FT) SOUTHWEST FROM THE
 AI9819'CENTER OF A CATCH BASIN LOCATED 9.75 M (32.0 FT) NORTHWEST OF THE
 AI9819'TAXIWAY, 25.91 M (85.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AI9819'RUNWAY 22, AND 18.13 M (59.5 FT) NORTHWEST OF THE NORTHWEST EDGE
 AI9819'OF THE TAXIWAY. THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AI9819'CONTROL STATION.
 AI9819' 
 AI9819' 
 AI9819'
 AI9819
 AI9819                          STATION RECOVERY (2005)
 AI9819
 AI9819'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AI9819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9838 ***********************************************************************
 AI9838  SACS        -  This is a Secondary Airport Control Station.
 AI9838  DESIGNATION -  M53 C
 AI9838  PID         -  AI9838
 AI9838  STATE/COUNTY-  TN/GIBSON
 AI9838  USGS QUAD   -  HUMBOLDT (1981)
 AI9838
 AI9838                         *CURRENT SURVEY CONTROL
 AI9838  ___________________________________________________________________
 AI9838* NAD 83(1995)-  35 47 55.21499(N)    088 52 41.56925(W)     ADJUSTED  
 AI9838* NAVD 88     -       123.89   (meters)     406.5    (feet)  GPS OBS   
 AI9838  ___________________________________________________________________
 AI9838  X           -     101,395.890 (meters)                     COMP
 AI9838  Y           -  -5,178,182.411 (meters)                     COMP
 AI9838  Z           -   3,710,152.031 (meters)                     COMP
 AI9838  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AI9838  ELLIP HEIGHT-          95.64  (meters)          (02/20/01) GPS OBS
 AI9838  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9838
 AI9838  HORZ ORDER  -  FIRST
 AI9838  ELLP ORDER  -  SECOND    CLASS I
 AI9838
 AI9838.This mark is at Humboldt Airport (M53)
 AI9838
 AI9838.The horizontal coordinates were established by GPS observations
 AI9838.and adjusted by the National Geodetic Survey in February 2001..
 AI9838
 AI9838.The orthometric height was determined by GPS observations and a
 AI9838.high-resolution geoid model.
 AI9838
 AI9838.GPS derived orthometric heights for airport stations designated as
 AI9838.PACS or SACS are published to 2 decimal places.  This maintains
 AI9838.centimeter relative accuracy between the PACS and SACS.  It does
 AI9838.not indicate centimeter accuracy relative to other marks which are
 AI9838.part of the NAVD 88 network.
 AI9838
 AI9838.Photographs are available for this station.
 AI9838
 AI9838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9838
 AI9838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9838
 AI9838.The ellipsoidal height was determined by GPS observations
 AI9838.and is referenced to NAD 83.
 AI9838
 AI9838.The geoid height was determined by GEOID03.
 AI9838
 AI9838;                    North         East     Units Scale Factor Converg.
 AI9838;SPC TN       -   166,402.856   339,882.511   MT  0.99994859   -1 41 06.1
 AI9838;SPC TN       -   545,940.04  1,115,097.87   sFT  0.99994859   -1 41 06.1
 AI9838;UTM  16      - 3,963,245.981   330,282.169   MT  0.99995495   -1 05 56.0
 AI9838
 AI9838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9838!SPC TN       -   0.99998499  x   0.99994859  =   0.99993358
 AI9838!UTM  16      -   0.99998499  x   0.99995495  =   0.99993994
 AI9838
 AI9838:                Primary Azimuth Mark                     Grid Az
 AI9838:SPC TN       -  M53 A                                    042 24 47.4
 AI9838:UTM  16      -  M53 A                                    041 49 37.3
 AI9838
 AI9838|---------------------------------------------------------------------|
 AI9838| PID    Reference Object                     Distance      Geod. Az  |
 AI9838|                                                           dddmmss.s |
 AI9838| AI9846 M53 A                               APPROX. 0.5 KM 0404341.3 |
 AI9838|---------------------------------------------------------------------|
 AI9838
 AI9838                          SUPERSEDED SURVEY CONTROL
 AI9838
 AI9838.No superseded survey control is available for this station.
 AI9838
 AI9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3028263246(NAD 83)
 AI9838_MARKER: DD = SURVEY DISK
 AI9838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9838_STAMPING: M53 C 1996
 AI9838_MARK LOGO: NGS   
 AI9838_PROJECTION: FLUSH
 AI9838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9838+STABILITY: SURFACE MOTION
 AI9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9838+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9838_ROD/PIPE-DEPTH: 1    meters
 AI9838
 AI9838  HISTORY     - Date     Condition        Report By
 AI9838  HISTORY     - 1996     MONUMENTED       LOWE
 AI9838
 AI9838                          STATION DESCRIPTION
 AI9838
 AI9838'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9838'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HUMBOLDT
 AI9838'AT THE HUMBOLDT MUNICIPAL AIRPORT. HUMBOLDT MUNICIPAL
 AI9838'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9838'CHECK WITH THE AIRPORT MANAGER, GUY LONDE, TELEPHONE NUMBER
 AI9838'901-784-5571, BEFORE ENTERING THE FIELD.
 AI9838' 
 AI9838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W AND
 AI9838'U.S. HIGHWAY 45W BUSINESS, SOUTH OF HUMBOLDT, GO SOUTH 1.6 KM (1.0
 AI9838'MI) ON U.S. HIGHWAY 45W TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 AI9838'LEFT. TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD 0.24 KM
 AI9838'(0.15 MI) TO THE AIRPORT OFFICE AND THE GATE AT THE SOUTHWEST SIDE
 AI9838'OF THE OFFICE. ENTER THROUGH THE GATE AND GO 0.16 KM (0.1 MI)
 AI9838'NORTHEAST ALONG THE APRON AND TAXIWAY TO THE STATION ON THE
 AI9838'LEFT. THE STATION IS IN LINE WITH THE EXTENDED CENTERLINE OF THE
 AI9838'MAIN NORTHEAST-SOUTHWEST TAXIWAY.
 AI9838' 
 AI9838'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9838'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9838'PVC
 AI9838'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9838'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9838'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE NGS LOGO
 AI9838'CAP IS STAMPED M53 C 1996. THE STATION IS 106.68 M (350 FT)
 AI9838'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT OFFICE,
 AI9838'79.76 M (261.7 FT) WEST-SOUTHWEST OF THE CENTER OF A WIND SOCK
 AI9838'POST, AND 25.93 M (85.1 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AI9838'TAXIWAY. THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI9838'STATION.
 AI9838' 
 AI9838' 
 AI9838' 
 AI9838'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3043 ***********************************************************************
 GA3043  DESIGNATION -  MABE
 GA3043  PID         -  GA3043
 GA3043  STATE/COUNTY-  TN/CLAIBORNE
 GA3043  USGS QUAD   -  WHEELER (1978)
 GA3043
 GA3043                         *CURRENT SURVEY CONTROL
 GA3043  ___________________________________________________________________
 GA3043* NAD 83(1995)-  36 30 45.54599(N)    083 36 30.22759(W)     ADJUSTED  
 GA3043* NAVD 88     -       390.782  (meters)    1282.09   (feet)  ADJUSTED  
 GA3043  ___________________________________________________________________
 GA3043  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GA3043  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3043  DYNAMIC HT  -         390.431 (meters)    1280.94  (feet)  COMP
 GA3043  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA3043
 GA3043  HORZ ORDER  -  SECOND
 GA3043  VERT ORDER  -  SECOND    CLASS 0
 GA3043
 GA3043.The horizontal coordinates were established by classical geodetic methods
 GA3043.and adjusted by the National Geodetic Survey in April 1999..
 GA3043
 GA3043.The orthometric height was determined by differential leveling
 GA3043.and adjusted by the National Geodetic Survey in June 1991..
 GA3043
 GA3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3043
 GA3043.The geoid height was determined by GEOID03.
 GA3043
 GA3043.The dynamic height is computed by dividing the NAVD 88
 GA3043.geopotential number by the normal gravity value computed on the
 GA3043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3043.degrees latitude (g = 980.6199 gals.).
 GA3043
 GA3043.The modeled gravity was interpolated from observed gravity values.
 GA3043
 GA3043;                    North         East     Units Scale Factor Converg.
 GA3043;SPC TN       -   244,417.507   814,214.149   MT  1.00001843   +1 24 00.5
 GA3043;SPC TN       -   801,893.10  2,671,300.92   sFT  1.00001843   +1 24 00.5
 GA3043;UTM  17      - 4,043,976.282   266,418.602   MT  1.00027226   -1 33 09.7
 GA3043
 GA3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3043!SPC TN       -   0.99994348  x   1.00001843  =   0.99996191
 GA3043!UTM  17      -   0.99994348  x   1.00027226  =   1.00021573
 GA3043
 GA3043|---------------------------------------------------------------------|
 GA3043| PID    Reference Object                     Distance      Geod. Az  |
 GA3043|                                                           dddmmss.s |
 GA3043| GA3045 MABE RM 1                             9.997 METERS 12146     |
 GA3043| GA2587 DON                                 APPROX. 1.3 KM 1344415.3 |
 GA3043| GA3044 MABE RM 2                             8.297 METERS 32623     |
 GA3043|---------------------------------------------------------------------|
 GA3043
 GA3043                          SUPERSEDED SURVEY CONTROL
 GA3043
 GA3043  NAD 83(1995)-  36 30 45.54751(N)    083 36 30.22886(W) AD(       ) 2
 GA3043  NAD 83(1995)-  36 30 45.54397(N)    083 36 30.22059(W) AD(       ) 2
 GA3043  NAD 83(1995)-  36 30 45.55502(N)    083 36 30.22861(W) AD(       ) 2
 GA3043  NAD 83(1986)-  36 30 45.55603(N)    083 36 30.22830(W) AD(       ) 2
 GA3043  NAD 27      -  36 30 45.26636(N)    083 36 30.55629(W) AD(       ) 2
 GA3043  NGVD 29 (??/??/92)  390.901  (m)         1282.48   (f) ADJ UNCH    2 0
 GA3043
 GA3043.Superseded values are not recommended for survey control.
 GA3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3043.See file dsdata.txt to determine how the superseded data were derived.
 GA3043
 GA3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6641943976(NAD 83)
 GA3043_MARKER: DS = TRIANGULATION STATION DISK
 GA3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3043_STAMPING: MABE 1963
 GA3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3043+STABILITY: SURFACE MOTION
 GA3043
 GA3043  HISTORY     - Date     Condition        Report By
 GA3043  HISTORY     - 1963     MONUMENTED       TNHD
 GA3043  HISTORY     - 1963     GOOD             TNHD
 GA3043
 GA3043                          STATION DESCRIPTION
 GA3043
 GA3043'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3043'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF TAZEWELL.
 GA3043'
 GA3043'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3043'ROUTE 33 IN TAZEWELL, GO
 GA3043'5.1 MILES NORTHEASTERLY ON U.  S.  HIGHWAY 25E TO A
 GA3043'CUT BANK ON THE RIGHT AND THE
 GA3043'STATION AS DESCRIBED.
 GA3043'
 GA3043'THE STATION IS 21 FEET WEST OF A 6-INCH WALNUT TREE, 10 FEET
 GA3043'NORTHEAST OF THE EDGE OF A
 GA3043'HIGHWAY CUT, AND 3.5 FEET WEST OF A WITNESS POST.  THE
 GA3043'SURFACE AND UNDERGROUND
 GA3043'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA3043'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA3043'MABE 1963.  THE
 GA3043'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA3043'SURFACE DISK IS
 GA3043'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3043'
 GA3043'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF A 15 FOOT HIGHWAY CUT,
 GA3043'17 FEET SOUTH OF A
 GA3043'6-INCH WALNUT TREE, AND 14 FEET SOUTHWEST OF A 14-INCH
 GA3043'WALNUT TREE.  IT IS A
 GA3043'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3043'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3043'MONUMENT AND THE DISK IS STAMPED
 GA3043'MABE RM-1 1963.
 GA3043'
 GA3043'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A 5-INCH OAK TREE AND 8 FEET
 GA3043'NORTHEAST OF THE
 GA3043'HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3043'DEPARTMENT DISK SET IN A 10-INCH
 GA3043'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3043'THE DISK IS STAMPED MABE RM-2 1963.
 GA3043'
 GA3043'THE TRAVERSE GROUND STATIONS LINE AND/OR DON WILL SERVE AS THE
 GA3043'AZIMUTH MARK.
 GA3043'
 GA3043'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3043
 GA3043                          STATION RECOVERY (1963)
 GA3043
 GA3043'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3043'5 MI NE FROM TAZEWELL.
 GA3043'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA3043'TAZEWELL, GO 5.1 MILES NORTHEASTERLY ON U.S. HIGHWAY 25E TO A
 GA3043'CUT BANK ON THE RIGHT AND THE STATION.  THE STATION MARK IS 21
 GA3043'FEET WEST OF A 6 INCH WALNUT TREE, 10 FEET NORTHEAST OF THE EDGE
 GA3043'OF A HIGHWAY CUT, AND 3.5 FEET WEST OF A WITNESS POST.  THE MARK
 GA3043'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GA3043'OF A 10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3045 ***********************************************************************
 GA3045  DESIGNATION -  MABE RM 1
 GA3045  PID         -  GA3045
 GA3045  STATE/COUNTY-  TN/CLAIBORNE
 GA3045  USGS QUAD   -  WHEELER (1978)
 GA3045
 GA3045                         *CURRENT SURVEY CONTROL
 GA3045  ___________________________________________________________________
 GA3045* NAD 83(1986)-  36 30 45.     (N)    083 36 31.     (W)     SCALED    
 GA3045* NAVD 88     -       391.378  (meters)    1284.05   (feet)  ADJUSTED  
 GA3045  ___________________________________________________________________
 GA3045  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3045  DYNAMIC HT  -         391.027 (meters)    1282.89  (feet)  COMP
 GA3045  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA3045
 GA3045  VERT ORDER  -  SECOND    CLASS 0
 GA3045
 GA3045.The horizontal coordinates were scaled from a topographic map and have
 GA3045.an estimated accuracy of +/- 6 seconds.
 GA3045
 GA3045.The orthometric height was determined by differential leveling
 GA3045.and adjusted by the National Geodetic Survey in June 1991..
 GA3045
 GA3045.The geoid height was determined by GEOID03.
 GA3045
 GA3045.The dynamic height is computed by dividing the NAVD 88
 GA3045.geopotential number by the normal gravity value computed on the
 GA3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3045.degrees latitude (g = 980.6199 gals.).
 GA3045
 GA3045.The modeled gravity was interpolated from observed gravity values.
 GA3045
 GA3045;                    North         East    Units  Estimated Accuracy
 GA3045;SPC TN       -   244,400.      814,200.      MT  (+/- 180 meters Scaled)
 GA3045
 GA3045                          SUPERSEDED SURVEY CONTROL
 GA3045
 GA3045  NGVD 29 (??/??/92)  391.497  (m)         1284.44   (f) ADJ UNCH    2 0
 GA3045
 GA3045.Superseded values are not recommended for survey control.
 GA3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3045.See file dsdata.txt to determine how the superseded data were derived.
 GA3045
 GA3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA663439(NAD 83)
 GA3045_MARKER: DR = REFERENCE MARK DISK
 GA3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3045_STAMPING: MABE RM-1 1963
 GA3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3045+STABILITY: SURFACE MOTION
 GA3045
 GA3045  HISTORY     - Date     Condition        Report By
 GA3045  HISTORY     - 1963     MONUMENTED       TNHD
 GA3045
 GA3045                          STATION DESCRIPTION
 GA3045
 GA3045'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3045'5 MI NE FROM TAZEWELL.
 GA3045'THIS MARK IS LOCATED AT THE MABE 1963 STATION SITE, 23 FEET
 GA3045'NORTHEAST OF A 15 FOOT HIGHWAY CUT, 17 FEET SOUTH OF A 6-INCH
 GA3045'WALNUT TREE, 14 FEET SOUTHWEST OF A 14-INCH WALNUT TREE AND 33 FEET
 GA3045'SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA3045'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA3045'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3044 ***********************************************************************
 GA3044  DESIGNATION -  MABE RM 2
 GA3044  PID         -  GA3044
 GA3044  STATE/COUNTY-  TN/CLAIBORNE
 GA3044  USGS QUAD   -  WHEELER (1978)
 GA3044
 GA3044                         *CURRENT SURVEY CONTROL
 GA3044  ___________________________________________________________________
 GA3044* NAD 83(1986)-  36 30 45.     (N)    083 36 31.     (W)     SCALED    
 GA3044* NAVD 88     -       391.026  (meters)    1282.89   (feet)  ADJUSTED  
 GA3044  ___________________________________________________________________
 GA3044  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3044  DYNAMIC HT  -         390.674 (meters)    1281.74  (feet)  COMP
 GA3044  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA3044
 GA3044  VERT ORDER  -  SECOND    CLASS 0
 GA3044
 GA3044.The horizontal coordinates were scaled from a topographic map and have
 GA3044.an estimated accuracy of +/- 6 seconds.
 GA3044
 GA3044.The orthometric height was determined by differential leveling
 GA3044.and adjusted by the National Geodetic Survey in June 1991..
 GA3044
 GA3044.The geoid height was determined by GEOID03.
 GA3044
 GA3044.The dynamic height is computed by dividing the NAVD 88
 GA3044.geopotential number by the normal gravity value computed on the
 GA3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3044.degrees latitude (g = 980.6199 gals.).
 GA3044
 GA3044.The modeled gravity was interpolated from observed gravity values.
 GA3044
 GA3044;                    North         East    Units  Estimated Accuracy
 GA3044;SPC TN       -   244,400.      814,200.      MT  (+/- 180 meters Scaled)
 GA3044
 GA3044                          SUPERSEDED SURVEY CONTROL
 GA3044
 GA3044  NGVD 29 (??/??/92)  391.144  (m)         1283.28   (f) ADJ UNCH    2 0
 GA3044
 GA3044.Superseded values are not recommended for survey control.
 GA3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3044.See file dsdata.txt to determine how the superseded data were derived.
 GA3044
 GA3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA663439(NAD 83)
 GA3044_MARKER: DR = REFERENCE MARK DISK
 GA3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3044_STAMPING: MABE RM-2 1963
 GA3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3044+STABILITY: SURFACE MOTION
 GA3044
 GA3044  HISTORY     - Date     Condition        Report By
 GA3044  HISTORY     - 1963     MONUMENTED       TNHD
 GA3044
 GA3044                          STATION DESCRIPTION
 GA3044
 GA3044'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3044'5 MI NE FROM TAZEWELL.
 GA3044'THIS MARK IS LOCATED AT THE MABE 1963 STATION SITE, 20 FEET SOUTH
 GA3044'OF A 5-INCH OAK TREE, 8 FEET NORTHEAST OF THE HIGHWAY CUT AND
 GA3044'27 FEET NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA3044'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GA3044'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4052 ***********************************************************************
 FB4052  DESIGNATION -  MAC 1
 FB4052  PID         -  FB4052
 FB4052  STATE/COUNTY-  TN/KNOX
 FB4052  USGS QUAD   -  KNOXVILLE (1978)
 FB4052
 FB4052                         *CURRENT SURVEY CONTROL
 FB4052  ___________________________________________________________________
 FB4052* NAD 83(1995)-  35 58 42.96572(N)    083 55 46.50612(W)     ADJUSTED  
 FB4052* NAVD 88     -       282.5    (meters)     927.     (feet)  VERTCON   
 FB4052  ___________________________________________________________________
 FB4052  X           -     546,476.691 (meters)                     COMP
 FB4052  Y           -  -5,138,621.398 (meters)                     COMP
 FB4052  Z           -   3,726,418.443 (meters)                     COMP
 FB4052  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FB4052  ELLIP HEIGHT-         251.77  (meters)          (04/12/99) GPS OBS
 FB4052  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB4052
 FB4052  HORZ ORDER  -  FIRST
 FB4052  ELLP ORDER  -  FOURTH    CLASS I
 FB4052
 FB4052.The horizontal coordinates were established by GPS observations
 FB4052.and adjusted by the National Geodetic Survey in April 1999..
 FB4052
 FB4052.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4052
 FB4052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4052
 FB4052.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4052
 FB4052.The ellipsoidal height was determined by GPS observations
 FB4052.and is referenced to NAD 83.
 FB4052
 FB4052.The geoid height was determined by GEOID03.
 FB4052
 FB4052;                    North         East     Units Scale Factor Converg.
 FB4052;SPC TN       -   184,516.165   786,703.697   MT  0.99995157   +1 12 43.6
 FB4052;SPC TN       -   605,366.78  2,581,043.71   sFT  0.99995157   +1 12 43.6
 FB4052;UTM  17      - 3,985,544.323   235,856.207   MT  1.00045981   -1 43 19.5
 FB4052;UTM  16      - 3,985,935.390   776,845.323   MT  1.00054450   +1 48 17.9
 FB4052
 FB4052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4052!SPC TN       -   0.99996049  x   0.99995157  =   0.99991206
 FB4052!UTM  17      -   0.99996049  x   1.00045981  =   1.00042028
 FB4052!UTM  16      -   0.99996049  x   1.00054450  =   1.00050496
 FB4052
 FB4052                          SUPERSEDED SURVEY CONTROL
 FB4052
 FB4052  NAD 83(1995)-  35 58 42.96670(N)    083 55 46.51258(W) AD(       ) 1
 FB4052  ELLIP H (05/28/93)  251.72   (m)                       GP(       ) 4 2
 FB4052  NGVD 29 (05/28/93)  282.7    (m)          927.     (f) GPS OBS        
 FB4052
 FB4052.Superseded values are not recommended for survey control.
 FB4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4052.See file dsdata.txt to determine how the superseded data were derived.
 FB4052
 FB4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3585685544(NAD 83)
 FB4052_MARKER: DD = SURVEY DISK
 FB4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4052_STAMPING: MAC 1 TDOT 1984
 FB4052_MARK LOGO: TNDT  
 FB4052_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4052+STABILITY: SURFACE MOTION
 FB4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4052+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4052
 FB4052  HISTORY     - Date     Condition        Report By
 FB4052  HISTORY     - 1988     MONUMENTED       AEROS
 FB4052
 FB4052                          STATION DESCRIPTION
 FB4052
 FB4052'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4052'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 FB4052'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4052'1.0 KM (0.6 MI) NORTH OF THE JUNCTION OF INTERSTATES 40 AND 275,
 FB4052'0.5 KM (0.3 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 275
 FB4052'AND BAXTER AVENUE.
 FB4052'OWNERSHIP--STATE OF TENNESSEE.
 FB4052'
 FB4052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4052'STREET) AND STATE ROUTE 62 (WESTERN AVENUE), GO
 FB4052'NORTH FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4052'STREET BECOMES BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT)
 FB4052'TO THE (Y) INTERSECTION OF CENTRAL STREET.
 FB4052'TURN LEFT AND GO NORTHWEST FOR 0.55 KM (0.34 MI) ON CENTRAL STREET
 FB4052'TO THE INTERSECTION OF HINTON AVENUE.
 FB4052'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.13 MI) ON HINTON AVENUE TO
 FB4052'THE INTERSECTION OF WRAY STREET AND THE STATION ON THE LEFT IN THE
 FB4052'SOUTHWEST QUADRANT OF THE INTERSECTION.
 FB4052'
 FB4052'THE STATION IS A STANDARD TNDT DISK
 FB4052'STAMPED---MAC 1 TDOT 1984---,
 FB4052'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT WITH A METAL SLEEVE
 FB4052'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4052'3.9 METERS (13.0 FT) WEST FROM THE CENTERLINE OF WRAY STREET,
 FB4052'10.0 METERS (32.8 FT) WEST FROM A POWER POLE NUMBERED 23044,
 FB4052'9.3 METERS (30.4 FT) SOUTH FROM THE CENTERLINE OF HINTON AVENUE,
 FB4052'AND 0.5 METERS (1.5 FT) EAST FROM THE FRONT SIDE OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0367 ***********************************************************************
 FD0367  DESIGNATION -  MACK
 FD0367  PID         -  FD0367
 FD0367  STATE/COUNTY-  TN/MARSHALL
 FD0367  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0367
 FD0367                         *CURRENT SURVEY CONTROL
 FD0367  ___________________________________________________________________
 FD0367* NAD 83(1995)-  35 26 52.09679(N)    086 53 15.80561(W)     ADJUSTED  
 FD0367* NAVD 88     -       222.584  (meters)     730.26   (feet)  ADJUSTED  
 FD0367  ___________________________________________________________________
 FD0367  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FD0367  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0367  DYNAMIC HT  -         222.383 (meters)     729.60  (feet)  COMP
 FD0367  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 FD0367
 FD0367  HORZ ORDER  -  SECOND
 FD0367  VERT ORDER  -  SECOND    CLASS 0
 FD0367
 FD0367.The horizontal coordinates were established by classical geodetic methods
 FD0367.and adjusted by the National Geodetic Survey in April 1999..
 FD0367
 FD0367.The orthometric height was determined by differential leveling
 FD0367.and adjusted by the National Geodetic Survey in June 1991..
 FD0367
 FD0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0367
 FD0367.The geoid height was determined by GEOID03.
 FD0367
 FD0367.The dynamic height is computed by dividing the NAVD 88
 FD0367.geopotential number by the normal gravity value computed on the
 FD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0367.degrees latitude (g = 980.6199 gals.).
 FD0367
 FD0367.The modeled gravity was interpolated from observed gravity values.
 FD0367
 FD0367;                    North         East     Units Scale Factor Converg.
 FD0367;SPC TN       -   124,015.543   519,408.735   MT  0.99997099   -0 31 11.0
 FD0367;SPC TN       -   406,874.33  1,704,093.49   sFT  0.99997099   -0 31 11.0
 FD0367;UTM  16      - 3,922,710.528   510,189.264   MT  0.99960128   +0 03 54.4
 FD0367
 FD0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0367!SPC TN       -   0.99996942  x   0.99997099  =   0.99994041
 FD0367!UTM  16      -   0.99996942  x   0.99960128  =   0.99957071
 FD0367
 FD0367|---------------------------------------------------------------------|
 FD0367| PID    Reference Object                     Distance      Geod. Az  |
 FD0367|                                                           dddmmss.s |
 FD0367| FD0366 MACK RM 2                             8.083 METERS 22100     |
 FD0367| CG6832 MACK AZ MK                                         2241208.3 |
 FD0367| FD0368 MACK RM 1                             5.482 METERS 35745     |
 FD0367|---------------------------------------------------------------------|
 FD0367
 FD0367                          SUPERSEDED SURVEY CONTROL
 FD0367
 FD0367  NAD 83(1995)-  35 26 52.09959(N)    086 53 15.80715(W) AD(       ) 2
 FD0367  NAD 83(1995)-  35 26 52.09990(N)    086 53 15.80718(W) AD(       ) 2
 FD0367  NAD 83(1986)-  35 26 52.10657(N)    086 53 15.80635(W) AD(       ) 2
 FD0367  NAD 27      -  35 26 51.84140(N)    086 53 15.80070(W) AD(       ) 2
 FD0367  NGVD 29 (??/??/92)  222.566  (m)          730.20   (f) ADJ UNCH    2 0
 FD0367
 FD0367.Superseded values are not recommended for survey control.
 FD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0367.See file dsdata.txt to determine how the superseded data were derived.
 FD0367
 FD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1018922711(NAD 83)
 FD0367_MARKER: DS = TRIANGULATION STATION DISK
 FD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0367_STAMPING: MACK 1960
 FD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0367+STABILITY: SURFACE MOTION
 FD0367
 FD0367  HISTORY     - Date     Condition        Report By
 FD0367  HISTORY     - 1960     MONUMENTED       CGS
 FD0367  HISTORY     - 1960     GOOD             CGS
 FD0367
 FD0367                          STATION DESCRIPTION
 FD0367
 FD0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0367'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE COURTHOUSE IN
 FD0367'LEWISBURG, AND ALONG THE
 FD0367'NORTH SIDE OF STATE HIGHWAY NO 50A.
 FD0367'
 FD0367'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND 50A, IN THE
 FD0367'WESTERN SECTION OF
 FD0367'LEWISBURG, GO WEST ON STATE HIGHWAY 50A FOR 4.3 MILES TO A SIDE
 FD0367'ROAD RIGHT, CONTINUE
 FD0367'WEST ON STATE HIGHWAY 50A FOR 0.05 MILE TO THE
 FD0367'STATION ON THE RIGHT.
 FD0367'
 FD0367'THE STATION MARK IS 35 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FD0367'50A, 16 FEET SOUTHEAST OF
 FD0367'A FENCE LINE, 9 FEET NORTHEAST OF A FENCE LINE, AND
 FD0367'8.8 FEET NORTHEAST OF A METAL
 FD0367'WITNESS POST.  IT IS A STANDARD DISK
 FD0367'SET IN THE TOP OF A SQUARE CONCRETE POST, WHICH
 FD0367'IS FLUSH, AND IS
 FD0367'STAMPED MACK 1960.
 FD0367'
 FD0367'REFERENCE MARK NO 1 IS 49 FEET NORTHWEST OF THE CENTER OF STATE
 FD0367'HIGHWAY 50A, 19 FEET
 FD0367'NORTHEAST OF A GATE AND 1 FOOT SOUTH OF A FENCE.  IT IS A
 FD0367'STANDARD DISK SET IN
 FD0367'THE TOP OF A SQUARE CONCRETE POST, WHICH IS
 FD0367'FLUSH, AND IS STAMPED MACK NO 1 1960.
 FD0367'
 FD0367'REFERENCE MARK NO 2 IS 33 FEET NORTHWEST OF THE CENTER OF STATE
 FD0367'HIGHWAY 50A, 28
 FD0367'FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN AND 1
 FD0367'FOOT NORTHWEST OF A FENCE LINE.
 FD0367'IT IS A STANDARD DISK SET IN THE TOP
 FD0367'OF A SQUARE CONCRETE POST, WHICH IS FLUSH, AND IS
 FD0367'STAMPED MACK NO 2
 FD0367'1960.
 FD0367'
 FD0367'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0367'41.5 FEET.
 FD0367'
 FD0367'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 50A,
 FD0367'44 FEET SOUTHWEST OF THE
 FD0367'CENTER OF A DRIVEWAY, 19 FEET WEST OF A POWER POLE
 FD0367'AND 1.9 FEET NORTH OF A METAL
 FD0367'WITNESS POST.  IT IS A STANDARD DISK
 FD0367'SET IN A DRILL HOLE IN THE TOP OF AN IRREGULAR
 FD0367'SHAPED BOULDER, WHICH
 FD0367'PROJECTS ABOUT 2 FEET, AND IS STAMPED MACK 1960.
 FD0367'
 FD0367'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON STATE
 FD0367'HIGHWAY 50A 0.3 MILE TO THE
 FD0367'MARK ON THE LEFT.
 FD0367
 FD0367                          STATION RECOVERY (1960)
 FD0367
 FD0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0367'4.2 MI S FROM BRYANT.
 FD0367'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0367'ROAD, THEN 0.05 MILE WEST ON STATE HIGHWAY 50A.  THE STATION
 FD0367'MARK IS 35 FT. NORTHWEST OF THE CENTER OF STATE HIGHWAY 50A,
 FD0367'16 FT. SOUTHEAST OF A FENCE LINE, 9 FT. NORTHEAST OF A FENCE LINE,
 FD0367'AND 8.8 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0367'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 8
 FD0367'FT. ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0368 ***********************************************************************
 FD0368  DESIGNATION -  MACK RM 1
 FD0368  PID         -  FD0368
 FD0368  STATE/COUNTY-  TN/MARSHALL
 FD0368  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0368
 FD0368                         *CURRENT SURVEY CONTROL
 FD0368  ___________________________________________________________________
 FD0368* NAD 83(1986)-  35 26 51.     (N)    086 53 15.     (W)     SCALED    
 FD0368* NAVD 88     -       222.479  (meters)     729.92   (feet)  ADJUSTED  
 FD0368  ___________________________________________________________________
 FD0368  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0368  DYNAMIC HT  -         222.278 (meters)     729.26  (feet)  COMP
 FD0368  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FD0368
 FD0368  VERT ORDER  -  SECOND    CLASS 0
 FD0368
 FD0368.The horizontal coordinates were scaled from a topographic map and have
 FD0368.an estimated accuracy of +/- 6 seconds.
 FD0368
 FD0368.The orthometric height was determined by differential leveling
 FD0368.and adjusted by the National Geodetic Survey in June 1991..
 FD0368
 FD0368.The geoid height was determined by GEOID03.
 FD0368
 FD0368.The dynamic height is computed by dividing the NAVD 88
 FD0368.geopotential number by the normal gravity value computed on the
 FD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0368.degrees latitude (g = 980.6199 gals.).
 FD0368
 FD0368.The modeled gravity was interpolated from observed gravity values.
 FD0368
 FD0368;                    North         East    Units  Estimated Accuracy
 FD0368;SPC TN       -   123,980.      519,430.      MT  (+/- 180 meters Scaled)
 FD0368
 FD0368                          SUPERSEDED SURVEY CONTROL
 FD0368
 FD0368  NGVD 29 (??/??/92)  222.461  (m)          729.86   (f) ADJ UNCH    2 0
 FD0368
 FD0368.Superseded values are not recommended for survey control.
 FD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0368.See file dsdata.txt to determine how the superseded data were derived.
 FD0368
 FD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102226(NAD 83)
 FD0368_MARKER: DR = REFERENCE MARK DISK
 FD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0368_STAMPING: MACK NO 1 1960
 FD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0368+STABILITY: SURFACE MOTION
 FD0368
 FD0368  HISTORY     - Date     Condition        Report By
 FD0368  HISTORY     - 1960     MONUMENTED       CGS
 FD0368
 FD0368                          STATION DESCRIPTION
 FD0368
 FD0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0368'4.2 MI S FROM BRYANT.
 FD0368'THIS MARK IS LOCATED AT THE MACK 1960 STATION SITE, 18 FT. NORTH
 FD0368'OF THE STATION MARK, 49 FT. NORTHWEST OF THE CENTER OF STATE
 FD0368'HIGHWAY 50A, 19 FT. NORTHEAST OF A GATE AND 1 FT. SOUTH OF A
 FD0368'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0368'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0366 ***********************************************************************
 FD0366  DESIGNATION -  MACK RM 2
 FD0366  PID         -  FD0366
 FD0366  STATE/COUNTY-  TN/MARSHALL
 FD0366  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0366
 FD0366                         *CURRENT SURVEY CONTROL
 FD0366  ___________________________________________________________________
 FD0366* NAD 83(1986)-  35 26 51.     (N)    086 53 15.     (W)     SCALED    
 FD0366* NAVD 88     -       222.486  (meters)     729.94   (feet)  ADJUSTED  
 FD0366  ___________________________________________________________________
 FD0366  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0366  DYNAMIC HT  -         222.284 (meters)     729.28  (feet)  COMP
 FD0366  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FD0366
 FD0366  VERT ORDER  -  SECOND    CLASS 0
 FD0366
 FD0366.The horizontal coordinates were scaled from a topographic map and have
 FD0366.an estimated accuracy of +/- 6 seconds.
 FD0366
 FD0366.The orthometric height was determined by differential leveling
 FD0366.and adjusted by the National Geodetic Survey in June 1991..
 FD0366
 FD0366.The geoid height was determined by GEOID03.
 FD0366
 FD0366.The dynamic height is computed by dividing the NAVD 88
 FD0366.geopotential number by the normal gravity value computed on the
 FD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0366.degrees latitude (g = 980.6199 gals.).
 FD0366
 FD0366.The modeled gravity was interpolated from observed gravity values.
 FD0366
 FD0366;                    North         East    Units  Estimated Accuracy
 FD0366;SPC TN       -   123,980.      519,430.      MT  (+/- 180 meters Scaled)
 FD0366
 FD0366                          SUPERSEDED SURVEY CONTROL
 FD0366
 FD0366  NGVD 29 (??/??/92)  222.468  (m)          729.88   (f) ADJ UNCH    2 0
 FD0366
 FD0366.Superseded values are not recommended for survey control.
 FD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0366.See file dsdata.txt to determine how the superseded data were derived.
 FD0366
 FD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102226(NAD 83)
 FD0366_MARKER: DR = REFERENCE MARK DISK
 FD0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0366_STAMPING: MACK NO 2 1960
 FD0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0366+STABILITY: SURFACE MOTION
 FD0366
 FD0366  HISTORY     - Date     Condition        Report By
 FD0366  HISTORY     - 1960     MONUMENTED       CGS
 FD0366
 FD0366                          STATION DESCRIPTION
 FD0366
 FD0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0366'4.2 MI S FROM BRYANT.
 FD0366'THIS MARK IS LOCATED AT THE MACK 1960 STATION SITE, 26.5 FT.
 FD0366'SOUTHWEST OF THE STATION MARK, 33 FT. NORTHWEST OF THE CENTER OF
 FD0366'STATE HIGHWAY 50A, 28 FT. SOUTH OF THE SOUTHEAST CORNER OF A
 FD0366'BARN AND 1 FT. NORTHWEST OF A FENCE.  THE DISK IS SET IN TOP
 FD0366'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1079 ***********************************************************************
 FE1079  DESIGNATION -  MACLIN
 FE1079  PID         -  FE1079
 FE1079  STATE/COUNTY-  TN/FAYETTE
 FE1079  USGS QUAD   -  LAMBERT (1983)
 FE1079
 FE1079                         *CURRENT SURVEY CONTROL
 FE1079  ___________________________________________________________________
 FE1079* NAD 83(1995)-  35 22 24.37953(N)    089 27 54.45295(W)     ADJUSTED  
 FE1079* NAVD 88     -       114.514  (meters)     375.70   (feet)  ADJUSTED  
 FE1079  ___________________________________________________________________
 FE1079  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FE1079  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1079  DYNAMIC HT  -         114.413 (meters)     375.37  (feet)  COMP
 FE1079  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1079
 FE1079  HORZ ORDER  -  SECOND
 FE1079  VERT ORDER  -  SECOND    CLASS 0
 FE1079
 FE1079.The horizontal coordinates were established by classical geodetic methods
 FE1079.and adjusted by the National Geodetic Survey in April 1999..
 FE1079
 FE1079.The orthometric height was determined by differential leveling
 FE1079.and adjusted by the National Geodetic Survey in June 1991..
 FE1079
 FE1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1079
 FE1079.The geoid height was determined by GEOID03.
 FE1079
 FE1079.The dynamic height is computed by dividing the NAVD 88
 FE1079.geopotential number by the normal gravity value computed on the
 FE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1079.degrees latitude (g = 980.6199 gals.).
 FE1079
 FE1079.The modeled gravity was interpolated from observed gravity values.
 FE1079
 FE1079;                    North         East     Units Scale Factor Converg.
 FE1079;SPC TN       -   120,973.150   285,190.784   MT  0.99998051   -2 01 43.0
 FE1079;SPC TN       -   396,892.74    935,663.43   sFT  0.99998051   -2 01 43.0
 FE1079;UTM  16      - 3,917,247.174   276,056.980   MT  1.00021807   -1 25 39.6
 FE1079
 FE1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1079!SPC TN       -   0.99998634  x   0.99998051  =   0.99996685
 FE1079!UTM  16      -   0.99998634  x   1.00021807  =   1.00020441
 FE1079
 FE1079|---------------------------------------------------------------------|
 FE1079| PID    Reference Object                     Distance      Geod. Az  |
 FE1079|                                                           dddmmss.s |
 FE1079| FE1080 MACLIN RM 2                          18.325 METERS 00002     |
 FE1079| FE1078 MACLIN RM 1                          24.305 METERS 18200     |
 FE1079| FE1081 MACLIN RM 3                          18.831 METERS 25000     |
 FE1079| FE1077 MACLIN AZ MK                                       2605201.0 |
 FE1079| FE2520 MASON MUNICIPAL TANK                APPROX. 7.6 KM 3041000.9 |
 FE1079|---------------------------------------------------------------------|
 FE1079
 FE1079                          SUPERSEDED SURVEY CONTROL
 FE1079
 FE1079  NAD 83(1995)-  35 22 24.38512(N)    089 27 54.45416(W) AD(       ) 2
 FE1079  NAD 83(1986)-  35 22 24.39139(N)    089 27 54.45353(W) AD(       ) 2
 FE1079  NAD 27      -  35 22 24.09090(N)    089 27 54.18610(W) AD(       ) 2
 FE1079  NGVD 29 (??/??/??)  114.498  (m)          375.65   (f) ADJUSTED    2 0
 FE1079
 FE1079.Superseded values are not recommended for survey control.
 FE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1079.See file dsdata.txt to determine how the superseded data were derived.
 FE1079
 FE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7605717247(NAD 83)
 FE1079_MARKER: DS = TRIANGULATION STATION DISK
 FE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1079_STAMPING: MACLIN 1958
 FE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1079+STABILITY: SURFACE MOTION
 FE1079
 FE1079  HISTORY     - Date     Condition        Report By
 FE1079  HISTORY     - 1958     MONUMENTED       CGS
 FE1079  HISTORY     - 1959     GOOD             CGS
 FE1079  HISTORY     - 1961     GOOD             TNHD
 FE1079  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1079
 FE1079                          STATION DESCRIPTION
 FE1079
 FE1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1079'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTHWEST OF STANTON AND
 FE1079'5 MILES AIRLINE EAST OF BRADEN ON THE PROPERTY OF MR. G. E. PERRY.
 FE1079'THE MARK IS 16 FEET WEST OF THE CENTER OF A DIM TRACK ROAD, 10 FEET
 FE1079'SOUTH OF A WHITE WITNESS POST AND 3 FEET EAST OF A NORTH-SOUTH
 FE1079'FENCE LINE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE1079'IS STAMPED MACLIN 1958.
 FE1079'
 FE1079'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE CENTER OF A DIM TRACK
 FE1079'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 FE1079'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED MACLIN NO 1
 FE1079'1958.
 FE1079'
 FE1079'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE CENTER OF A DIM TRACK
 FE1079'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 FE1079'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED MACLIN NO 2
 FE1079'1958.
 FE1079'
 FE1079'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF A GRADED ROAD, 20
 FE1079'FEET EAST OF THE CENTER OF A DRIVEWAY, 2 FEET NORTH OF AN
 FE1079'EAST-WEST FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST. THE
 FE1079'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE1079'MACLIN 1958.
 FE1079'
 FE1079'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADEN GO SOUTHEAST
 FE1079'ON STATE HIGHWAY 59 FOR 2.15 MILES TO A CROSSROAD JUST AFTER
 FE1079'CROSSING A SMALL BRIDGE. TURN LEFT, NORTHEAST AND GO 0.6 MILE TO A T
 FE1079'ROAD. TURN RIGHT, SOUTHEAST ON THE MAIN TRAVELED ROAD AND GO
 FE1079'2.3 MILES TO A SIDE ROAD LEFT AND A CHURCH. TURN LEFT, NORTH AND GO
 FE1079'0.5 MILE TO A SIDE ROAD RIGHT. TURN RIGHT, EAST AND GO 1.25 MILES
 FE1079'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. FROM THE AZIMUTH MARK
 FE1079'CONTINUE STRAIGHT AHEAD, EAST AND GO 0.3 MILE TO A DRIVEWAY ON THE
 FE1079'LEFT. TURN LEFT, NORTH GOING THROUGH A BOARD GATE AND
 FE1079'PASSING ON THE EAST SIDE OF MR. PERRYS HOUSE TO A WIRE GATE. PASS
 FE1079'THROUGH THE WIRE GATE AND GO NORTH FOR 0.05 MILE TO THE STATION
 FE1079'ON THE LEFT NEAR THE FENCE LINE AS DESCRIBED.
 FE1079'
 FE1079'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1079
 FE1079                          STATION RECOVERY (1959)
 FE1079
 FE1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1079'8.2 MI ESE FROM BRADEN.
 FE1079'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1079'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1079'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1079'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1079'THENCE 0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1079'THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD TO A DRIVEWAY LEADING
 FE1079'NORTH, THENCE 0.1 MILE NORTH.  THE MARK IS 16 FEET WEST OF THE
 FE1079'CENTER OF A DIM TRACK ROAD, 10 FEET SOUTH OF A WHITE WITNESS POST
 FE1079'AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET
 FE1079'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1079
 FE1079                          STATION RECOVERY (1961)
 FE1079
 FE1079'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1079'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE1079'CONDITION. THE TO-REACH FOR THE STATION AND AZIMUTH MARK, AND
 FE1079'THE DESCRIPTION OF THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO.
 FE1079'2 ARE COMPLETELY ADEQUATE. THE HORIZONTAL DISTANCE WAS
 FE1079'MEASURED BETWEEN REFERENCE MARK NO. 2 AND THE STATION MARK AND WAS
 FE1079'FOUND TO CHECK THE 1958 MEASUREMENT.
 FE1079'
 FE1079'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40,
 FE1079'REFERENCE MARK NO. 1 WOULD BE DESTROYED BY CONSTRUCTION.
 FE1079'
 FE1079'A NEW REFERENCE MARK MACLIN NO 3 1958, WAS ESTABLISHED BY THE
 FE1079'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE. SEE
 FE1079'DESCRIPTION OF THE NEW REFERENCE MARK BELOW.
 FE1079'
 FE1079'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE1079'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARK,
 FE1079'THE OLD REFERENCE MARK MACLIN NO 1 1958 WAS DESTROYED, AND THE DISK
 FE1079'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE1079'
 FE1079'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MACLIN NO 3 1958,
 FE1079'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS
 FE1079'58 FEET SOUTHWEST OF A NORTH-SOUTH FENCE AND IS ABOUT THE SAME
 FE1079'ELEVATION AS THE STATION.
 FE1079
 FE1079                          STATION RECOVERY (2002)
 FE1079
 FE1079'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1079'FOUND MONUMENT STAMPED MACLIN 1958 1963 AS IF ORIGINAL MARK DESTROYED
 FE1079'AND ANOTHER MARK RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1077 ***********************************************************************
 FE1077  DESIGNATION -  MACLIN AZ MK
 FE1077  PID         -  FE1077
 FE1077  STATE/COUNTY-  TN/FAYETTE
 FE1077  USGS QUAD   -  LAMBERT (1983)
 FE1077
 FE1077                         *CURRENT SURVEY CONTROL
 FE1077  ___________________________________________________________________
 FE1077* NAD 83(1986)-  35 22 20.     (N)    089 28 12.     (W)     SCALED    
 FE1077* NAVD 88     -       111.045  (meters)     364.32   (feet)  ADJUSTED  
 FE1077  ___________________________________________________________________
 FE1077  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1077  DYNAMIC HT  -         110.947 (meters)     364.00  (feet)  COMP
 FE1077  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FE1077
 FE1077  VERT ORDER  -  SECOND    CLASS 0
 FE1077
 FE1077.The horizontal coordinates were scaled from a topographic map and have
 FE1077.an estimated accuracy of +/- 6 seconds.
 FE1077
 FE1077.The orthometric height was determined by differential leveling
 FE1077.and adjusted by the National Geodetic Survey in June 1991..
 FE1077
 FE1077.The geoid height was determined by GEOID03.
 FE1077
 FE1077.The dynamic height is computed by dividing the NAVD 88
 FE1077.geopotential number by the normal gravity value computed on the
 FE1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1077.degrees latitude (g = 980.6199 gals.).
 FE1077
 FE1077.The modeled gravity was interpolated from observed gravity values.
 FE1077
 FE1077;                    North         East    Units  Estimated Accuracy
 FE1077;SPC TN       -   120,850.      284,740.      MT  (+/- 180 meters Scaled)
 FE1077
 FE1077                          SUPERSEDED SURVEY CONTROL
 FE1077
 FE1077  NGVD 29 (??/??/??)  111.029  (m)          364.27   (f) ADJUSTED    2 0
 FE1077
 FE1077.Superseded values are not recommended for survey control.
 FE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1077.See file dsdata.txt to determine how the superseded data were derived.
 FE1077
 FE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE756171(NAD 83)
 FE1077_MARKER: DZ = AZIMUTH MARK DISK
 FE1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1077_STAMPING: MACLIN 1958
 FE1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1077+STABILITY: SURFACE MOTION
 FE1077
 FE1077  HISTORY     - Date     Condition        Report By
 FE1077  HISTORY     - 1958     MONUMENTED       CGS
 FE1077  HISTORY     - 1959     GOOD             CGS
 FE1077
 FE1077                          STATION DESCRIPTION
 FE1077
 FE1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1077'7.8 MI ESE FROM BRADEN.
 FE1077'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1077'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1077'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1 MILE
 FE1077'ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE
 FE1077'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1077'THENCE 1.3 MILES EAST ALONG A DIRT ROAD, 0.1 MILE EAST OF
 FE1077'A CURVE IN THE ROAD, 21.9 FEET NORTH OF THE CENTER OF A DIRT
 FE1077'ROAD, 19.8 FEET EAST OF THE CENTER OF A PRIVATE DRIVE, 2.4 FEET
 FE1077'NORTH OF A FENCE LINE AND 2 FEET EAST OF A WITNESS POST.  AC AND
 FE1077'GS AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1077'SURFACE OF THE GROUND AND 1 FOOT ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1078 ***********************************************************************
 FE1078  DESIGNATION -  MACLIN RM 1
 FE1078  PID         -  FE1078
 FE1078  STATE/COUNTY-  TN/FAYETTE
 FE1078  USGS QUAD   -  LAMBERT (1983)
 FE1078
 FE1078                         *CURRENT SURVEY CONTROL
 FE1078  ___________________________________________________________________
 FE1078* NAD 83(1986)-  35 22 24.     (N)    089 27 55.     (W)     SCALED    
 FE1078* NAVD 88     -       113.887  (meters)     373.64   (feet)  ADJUSTED  
 FE1078  ___________________________________________________________________
 FE1078  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1078  DYNAMIC HT  -         113.786 (meters)     373.31  (feet)  COMP
 FE1078  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1078
 FE1078  VERT ORDER  -  SECOND    CLASS 0
 FE1078
 FE1078.The horizontal coordinates were scaled from a topographic map and have
 FE1078.an estimated accuracy of +/- 6 seconds.
 FE1078
 FE1078.The orthometric height was determined by differential leveling
 FE1078.and adjusted by the National Geodetic Survey in June 1991..
 FE1078
 FE1078.The geoid height was determined by GEOID03.
 FE1078
 FE1078.The dynamic height is computed by dividing the NAVD 88
 FE1078.geopotential number by the normal gravity value computed on the
 FE1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1078.degrees latitude (g = 980.6199 gals.).
 FE1078
 FE1078.The modeled gravity was interpolated from observed gravity values.
 FE1078
 FE1078;                    North         East    Units  Estimated Accuracy
 FE1078;SPC TN       -   120,960.      285,180.      MT  (+/- 180 meters Scaled)
 FE1078
 FE1078                          SUPERSEDED SURVEY CONTROL
 FE1078
 FE1078  NGVD 29 (??/??/??)  113.871  (m)          373.59   (f) ADJUSTED    2 0
 FE1078
 FE1078.Superseded values are not recommended for survey control.
 FE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1078.See file dsdata.txt to determine how the superseded data were derived.
 FE1078
 FE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE760172(NAD 83)
 FE1078_MARKER: DR = REFERENCE MARK DISK
 FE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1078_STAMPING: MACLIN NO 1 1958
 FE1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1078+STABILITY: SURFACE MOTION
 FE1078
 FE1078  HISTORY     - Date     Condition        Report By
 FE1078  HISTORY     - 1958     MONUMENTED       CGS
 FE1078  HISTORY     - 1959     GOOD             CGS
 FE1078
 FE1078                          STATION DESCRIPTION
 FE1078
 FE1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1078'8.2 MI ESE FROM BRADEN.
 FE1078'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1078'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1078'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1 MILE
 FE1078'ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE
 FE1078'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH, THENCE
 FE1078'1.6 MILES EAST ALONG A GRAVEL ROAD TO A DRIVEWAY LEADING NORTH,
 FE1078'THENCE 0.1 MILE NORTH.  THE MARK IS 15 FEET WEST OF THE CENTER
 FE1078'OF A DIM TRACK ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FE1078'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THIS MARK
 FE1078'IS 80 FT. SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1080 ***********************************************************************
 FE1080  DESIGNATION -  MACLIN RM 2
 FE1080  PID         -  FE1080
 FE1080  STATE/COUNTY-  TN/FAYETTE
 FE1080  USGS QUAD   -  LAMBERT (1983)
 FE1080
 FE1080                         *CURRENT SURVEY CONTROL
 FE1080  ___________________________________________________________________
 FE1080* NAD 83(1986)-  35 22 24.     (N)    089 27 55.     (W)     SCALED    
 FE1080* NAVD 88     -       114.935  (meters)     377.08   (feet)  ADJUSTED  
 FE1080  ___________________________________________________________________
 FE1080  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1080  DYNAMIC HT  -         114.833 (meters)     376.75  (feet)  COMP
 FE1080  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1080
 FE1080  VERT ORDER  -  SECOND    CLASS 0
 FE1080
 FE1080.The horizontal coordinates were scaled from a topographic map and have
 FE1080.an estimated accuracy of +/- 6 seconds.
 FE1080
 FE1080.The orthometric height was determined by differential leveling
 FE1080.and adjusted by the National Geodetic Survey in June 1991..
 FE1080
 FE1080.The geoid height was determined by GEOID03.
 FE1080
 FE1080.The dynamic height is computed by dividing the NAVD 88
 FE1080.geopotential number by the normal gravity value computed on the
 FE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1080.degrees latitude (g = 980.6199 gals.).
 FE1080
 FE1080.The modeled gravity was interpolated from observed gravity values.
 FE1080
 FE1080;                    North         East    Units  Estimated Accuracy
 FE1080;SPC TN       -   120,960.      285,180.      MT  (+/- 180 meters Scaled)
 FE1080
 FE1080                          SUPERSEDED SURVEY CONTROL
 FE1080
 FE1080  NGVD 29 (??/??/??)  114.919  (m)          377.03   (f) ADJUSTED    2 0
 FE1080
 FE1080.Superseded values are not recommended for survey control.
 FE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1080.See file dsdata.txt to determine how the superseded data were derived.
 FE1080
 FE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE760172(NAD 83)
 FE1080_MARKER: DR = REFERENCE MARK DISK
 FE1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1080_STAMPING: MACLIN NO 2 1958
 FE1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1080+STABILITY: SURFACE MOTION
 FE1080
 FE1080  HISTORY     - Date     Condition        Report By
 FE1080  HISTORY     - 1958     MONUMENTED       CGS
 FE1080  HISTORY     - 1959     GOOD             CGS
 FE1080
 FE1080                          STATION DESCRIPTION
 FE1080
 FE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1080'8.2 MI ESE FROM BRADEN.
 FE1080'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1080'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1080'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1 MILE
 FE1080'ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE
 FE1080'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH, THENCE
 FE1080'1.6 MILES EAST ALONG A GRAVEL ROAD TO A DRIVEWAY LEADING NORTH,
 FE1080'THENCE 0.1 MILE NORTH.  THE MARK IS 13 FEET WEST OF THE CENTER
 FE1080'OF A DIM TRACK ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FE1080'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THIS MARK
 FE1080'IS 60 FT. NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1081 ***********************************************************************
 FE1081  DESIGNATION -  MACLIN RM 3
 FE1081  PID         -  FE1081
 FE1081  STATE/COUNTY-  TN/FAYETTE
 FE1081  USGS QUAD   -  LAMBERT (1983)
 FE1081
 FE1081                         *CURRENT SURVEY CONTROL
 FE1081  ___________________________________________________________________
 FE1081* NAD 83(1986)-  35 22 24.     (N)    089 27 55.     (W)     SCALED    
 FE1081* NAVD 88     -       114.06   (+/-2cm)     374.2    (feet)  VERTCON   
 FE1081  ___________________________________________________________________
 FE1081  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1081
 FE1081  VERT ORDER  -  THIRD (See Below)
 FE1081
 FE1081.The horizontal coordinates were scaled from a topographic map and have
 FE1081.an estimated accuracy of +/- 6 seconds.
 FE1081
 FE1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1081.The vertical order pertains to the NGVD 29 superseded value.
 FE1081
 FE1081.The geoid height was determined by GEOID03.
 FE1081
 FE1081;                    North         East    Units  Estimated Accuracy
 FE1081;SPC TN       -   120,960.      285,180.      MT  (+/- 180 meters Scaled)
 FE1081
 FE1081                          SUPERSEDED SURVEY CONTROL
 FE1081
 FE1081  NGVD 29 (??/??/??)  114.04   (m)          374.1    (f) RESET       3  
 FE1081
 FE1081.Superseded values are not recommended for survey control.
 FE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1081.See file dsdata.txt to determine how the superseded data were derived.
 FE1081
 FE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE760172(NAD 83)
 FE1081_MARKER: DR = REFERENCE MARK DISK
 FE1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1081_STAMPING: MACLIN NO 3 1958
 FE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1081+STABILITY: SURFACE MOTION
 FE1081
 FE1081  HISTORY     - Date     Condition        Report By
 FE1081  HISTORY     - 1961     MONUMENTED       TNHD
 FE1081  HISTORY     - 1961     GOOD             CGS
 FE1081
 FE1081                          STATION DESCRIPTION
 FE1081
 FE1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1081'3.9 MI SE FROM BRADEN.
 FE1081'THIS MARK IS LOCATED 3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM
 FE1081'THE L. AND N. RR CROSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG
 FE1081'A DIRT ROAD, THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT
 FE1081'ROAD, THENCE 1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG
 FE1081'A DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5
 FE1081'MILE NORTH, THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD TO A
 FE1081'DRIVEWAY LEADING NORTH, THENCE 0.1 MILE NORTH, IT IS 61.7 FEET
 FE1081'WEST OF STATION AND 58 FEET SOUTHWEST OF A NORTH-SOUTH FENCE.
 FE1081'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2503 ***********************************************************************
 FE2503  DESIGNATION -  MACON
 FE2503  PID         -  FE2503
 FE2503  STATE/COUNTY-  TN/FAYETTE
 FE2503  USGS QUAD   -  MACON (1983)
 FE2503
 FE2503                         *CURRENT SURVEY CONTROL
 FE2503  ___________________________________________________________________
 FE2503* NAD 83(1995)-  35 09 51.91234(N)    089 27 15.15404(W)     ADJUSTED  
 FE2503* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FE2503  ___________________________________________________________________
 FE2503  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2503  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2503
 FE2503  HORZ ORDER  -  THIRD
 FE2503
 FE2503.The horizontal coordinates were established by classical geodetic methods
 FE2503.and adjusted by the National Geodetic Survey in April 1999..
 FE2503
 FE2503.The orthometric height was scaled from a topographic map.
 FE2503
 FE2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2503
 FE2503.The geoid height was determined by GEOID03.
 FE2503
 FE2503;                    North         East     Units Scale Factor Converg.
 FE2503;SPC TN       -    97,762.915   285,363.833   MT  1.00001621   -2 01 20.0
 FE2503;SPC TN       -   320,743.83    936,231.18   sFT  1.00001621   -2 01 20.0
 FE2503;UTM  16      - 3,894,034.959   276,475.022   MT  1.00021580   -1 24 50.5
 FE2503
 FE2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2503!SPC TN       -   0.99998000  x   1.00001621  =   0.99999621
 FE2503!UTM  16      -   0.99998000  x   1.00021580  =   1.00019580
 FE2503
 FE2503|---------------------------------------------------------------------|
 FE2503| PID    Reference Object                     Distance      Geod. Az  |
 FE2503|                                                           dddmmss.s |
 FE2503| CG4473 MACON RM 1                           19.746 METERS 03332     |
 FE2503| CG4474 MACON RM 2                           27.837 METERS 16348     |
 FE2503| CG4472 MACON AZ MK                                        1880236.2 |
 FE2503| FE2536 MACON RAD STA KID 58 MAST           APPROX. 4.8 KM 2753519.8 |
 FE2503|---------------------------------------------------------------------|
 FE2503
 FE2503                          SUPERSEDED SURVEY CONTROL
 FE2503
 FE2503  NAD 83(1995)-  35 09 51.91292(N)    089 27 15.15304(W) AD(       ) 3
 FE2503  NAD 83(1995)-  35 09 51.91410(N)    089 27 15.15273(W) AD(       ) 3
 FE2503  NAD 83(1986)-  35 09 51.92462(N)    089 27 15.15423(W) AD(       ) 3
 FE2503  NAD 27      -  35 09 51.60580(N)    089 27 14.88380(W) AD(       ) 3
 FE2503
 FE2503.Superseded values are not recommended for survey control.
 FE2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2503.See file dsdata.txt to determine how the superseded data were derived.
 FE2503
 FE2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7647594035(NAD 83)
 FE2503_MARKER: DS = TRIANGULATION STATION DISK
 FE2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2503
 FE2503  HISTORY     - Date     Condition        Report By
 FE2503  HISTORY     - 1958     MONUMENTED       CGS
 FE2503
 FE2503                          STATION DESCRIPTION
 FE2503
 FE2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2503'THE STATION IS ABOUT 8 MILES SOUTHWEST OF THE TOWN OF SOMERVILLE, 5
 FE2503'1/2 MILES SOUTHEAST OF THE TOWN OF OAKLAND, AND 2-1/2 MILES EAST
 FE2503'OF THE VILLAGE OF MACON.  THE STATION IS ON A PROMINENT ROUND HILL ON
 FE2503'LAND OWNED BY MRS. CLASSIE BOWERS.  IT IS 19 FEET WEST OF THE
 FE2503'CENTER LINE OF GRAVEL ROAD, 97 FEET NORTH OF A FENCE CORNER, 4 FEET
 FE2503'WEST OF A FENCE, AND 4 FEET WEST OF A WHITE WITNESS POST.  THE
 FE2503'MONUMENT IS FLUSH AND THE DISK IS STAMPED MACON 1958.
 FE2503'
 FE2503'TO REACH THE STATION FROM THE CHRISTIAN CHURCH IN THE VILLAGE OF
 FE2503'MACON, GO EAST ON A PAVED ROAD FOR 2.15 MILES TO A GRAVEL SIDE
 FE2503'ROAD ON THE LEFT.  TURN LEFT, NORTH, ON GRAVEL ROAD FOR 0.65 MILE TO
 FE2503'HIGHEST POINT OF ROAD AND STATION ON LEFT SIDE OF ROAD AS
 FE2503'DESCRIBED.
 FE2503'
 FE2503'TO REACH THE AZIMUTH MARK FROM THE CHRISTIAN CHURCH IN THE VILLAGE OF
 FE2503'MACON, GO EAST ON PAVED ROAD FOR 2.1 MILES TO AZIMUTH MARK ON
 FE2503'THE RIGHT SIDE OF ROAD IN THE FRONT YARD OF MR. OTHO TIBBS HOME.
 FE2503'
 FE2503'REFERENCE MARK 1 IS 18 FEET WEST OF THE CENTER LINE OF GRAVEL ROAD, 2
 FE2503'FEET WEST OF A FENCE, AND 65 FEET NORTH OF A WHITE WITNESS
 FE2503'POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MACON NO
 FE2503'1 1958.
 FE2503'
 FE2503'REFERENCE MARK 2 IS 40 FEET EAST OF THE CENTER LINE OF GRAVEL ROAD,
 FE2503'24 FEET EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  THE
 FE2503'MONUMENT IS FLUSH AND THE DISK IS STAMPED MACON NO 2 1958.
 FE2503'
 FE2503'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD,
 FE2503'16 FEET SOUTHWEST OF A POWER LINE POLE, 51 FEET NORTHWEST OF THE
 FE2503'NORTHWEST CORNER OF A BLOCK HOUSE, AND 8 FEET NORTH OF FENCE.  THE
 FE2503'MONUMENT IS FLUSH AND THE DISK IS STAMPED MACON 1958.
 FE2503'
 FE2503'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2461 ***********************************************************************
 GB2461  DESIGNATION -  MACON
 GB2461  PID         -  GB2461
 GB2461  STATE/COUNTY-  TN/MACON
 GB2461  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2461
 GB2461                         *CURRENT SURVEY CONTROL
 GB2461  ___________________________________________________________________
 GB2461* NAD 83(1995)-  36 32 45.02087(N)    085 48 52.32595(W)     ADJUSTED  
 GB2461* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GB2461  ___________________________________________________________________
 GB2461  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GB2461  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2461
 GB2461  HORZ ORDER  -  SECOND
 GB2461
 GB2461.The horizontal coordinates were established by classical geodetic methods
 GB2461.and adjusted by the National Geodetic Survey in April 1999..
 GB2461
 GB2461.The orthometric height was scaled from a topographic map.
 GB2461
 GB2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2461
 GB2461.The geoid height was determined by GEOID03.
 GB2461
 GB2461;                    North         East     Units Scale Factor Converg.
 GB2461;SPC TN       -   245,498.587   616,606.628   MT  1.00002546   +0 06 30.9
 GB2461;SPC TN       -   805,439.95  2,022,983.58   sFT  1.00002546   +0 06 30.9
 GB2461;SPC KY1Z     - 1,023,588.274 1,494,220.657   MT  1.00017189   -0 02 22.6
 GB2461;SPC KY1Z     - 3,358,222.53  4,902,288.94   sFT  1.00017189   -0 02 22.6
 GB2461;SPC KY S     -   523,584.717   494,221.423   MT  1.00003932   -0 02 20.9
 GB2461;SPC KY S     - 1,717,794.19  1,621,458.12   sFT  1.00003932   -0 02 20.9
 GB2461;UTM  16      - 4,045,146.432   606,104.244   MT  0.99973870   +0 42 21.5
 GB2461
 GB2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2461!SPC TN       -   0.99995641  x   1.00002546  =   0.99998186
 GB2461!SPC KY1Z     -   0.99995641  x   1.00017189  =   1.00012829
 GB2461!SPC KY S     -   0.99995641  x   1.00003932  =   0.99999572
 GB2461!UTM  16      -   0.99995641  x   0.99973870  =   0.99969512
 GB2461
 GB2461|---------------------------------------------------------------------|
 GB2461| PID    Reference Object                     Distance      Geod. Az  |
 GB2461|                                                           dddmmss.s |
 GB2461| CG6834 MACON RM 1                           24.975 METERS 18413     |
 GB2461| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX.18.8 KM 2633401.5 |
 GB2461| CG6833 MACON AZ MK                                        2720355.4 |
 GB2461| CG6835 MACON RM 2                           31.532 METERS 29235     |
 GB2461|---------------------------------------------------------------------|
 GB2461
 GB2461                          SUPERSEDED SURVEY CONTROL
 GB2461
 GB2461  NAD 83(1995)-  36 32 45.02163(N)    085 48 52.32647(W) AD(       ) 2
 GB2461  NAD 83(1995)-  36 32 45.02958(N)    085 48 52.33075(W) AD(       ) 2
 GB2461  NAD 83(1986)-  36 32 45.03112(N)    085 48 52.32983(W) AD(       ) 2
 GB2461  NAD 27      -  36 32 44.82500(N)    085 48 52.40700(W) AD(       ) 2
 GB2461
 GB2461.Superseded values are not recommended for survey control.
 GB2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2461.See file dsdata.txt to determine how the superseded data were derived.
 GB2461
 GB2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0610445146(NAD 83)
 GB2461_MARKER: DS = TRIANGULATION STATION DISK
 GB2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2461
 GB2461  HISTORY     - Date     Condition        Report By
 GB2461  HISTORY     - 1950     MONUMENTED       CGS
 GB2461
 GB2461                          STATION DESCRIPTION
 GB2461
 GB2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2461'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF RED BOILING SPRINGS ON
 GB2461'THE NORTH SIDE OF STATE HIGHWAY 52.  IT IS 47 FEET NORTHEAST OF THE
 GB2461'INTERSECTION OF THE HIGHWAY AND A T-ROAD NORTH, 37 FEET NORTH OF THE
 GB2461'CENTER OF THE HIGHWAY, 30 FEET EAST OF THE CENTER OF THE DIRT
 GB2461'ROAD AND 14 FEET EAST OF A FENCELINE AND A WHITE WITNESS POST.  THE
 GB2461'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MACON 1950.
 GB2461'
 GB2461'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5
 GB2461'FEET EAST OF A FENCELINE AND 2 FEET EAST OF A POWER POLE.  THE
 GB2461'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MACON NO 1 1950.
 GB2461'
 GB2461'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GB2461'AND 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STORE.  THE
 GB2461'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MACON NO 2
 GB2461'1950.
 GB2461'
 GB2461'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION ON THE SOUTH SIDE OF
 GB2461'HIGHWAY 52.  IT IS 20 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 10
 GB2461'FEET EAST OF A FENCELINE, 6 FEET EAST OF A POWER POLE AND 2 FEET EAST
 GB2461'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GB2461'THE DISK IS STAMPED MACON 1950.
 GB2461'
 GB2461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 56
 GB2461'ABOUT 1.5 MILES NORTHEAST OF RED BOILING SPRINGS, GO EAST ON HIGHWAY
 GB2461'52 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 GB2461'CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO THE STATION IN THE
 GB2461'NORTHEAST ANGLE OF THE T-ROAD INTERSECTION AS DESCRIBED.
 GB2461'
 GB2461'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2536 ***********************************************************************
 FE2536  DESIGNATION -  MACON RAD STA KID 58 MAST
 FE2536  PID         -  FE2536
 FE2536  STATE/COUNTY-  TN/FAYETTE
 FE2536  USGS QUAD   -  OAKLAND (1983)
 FE2536
 FE2536                         *CURRENT SURVEY CONTROL
 FE2536  ___________________________________________________________________
 FE2536* NAD 83(1995)-  35 10 06.92316(N)    089 30 22.46789(W)     ADJUSTED  
 FE2536* NAVD 88     -                                                        
 FE2536  ___________________________________________________________________
 FE2536  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE2536  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2536
 FE2536  HORZ ORDER  -  THIRD
 FE2536
 FE2536.The horizontal coordinates were established by classical geodetic methods
 FE2536.and adjusted by the National Geodetic Survey in April 1999..
 FE2536
 FE2536
 FE2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2536
 FE2536.The geoid height was determined by GEOID03.
 FE2536
 FE2536;                    North         East     Units Scale Factor Converg.
 FE2536;SPC TN       -    98,393.760   280,642.972   MT  1.00001536   -2 03 09.7
 FE2536;SPC TN       -   322,813.53    920,742.82   sFT  1.00001536   -2 03 09.7
 FE2536;UTM  16      - 3,894,615.768   271,746.721   MT  1.00024213   -1 26 39.0
 FE2536
 FE2536                          SUPERSEDED SURVEY CONTROL
 FE2536
 FE2536  NAD 83(1995)-  35 10 06.92439(N)    089 30 22.46852(W) AD(       ) 4
 FE2536  NAD 83(1995)-  35 10 06.92496(N)    089 30 22.46855(W) AD(       ) 4
 FE2536  NAD 83(1986)-  35 10 06.93540(N)    089 30 22.46782(W) AD(       ) 4
 FE2536  NAD 27      -  35 10 06.61600(N)    089 30 22.19200(W) AD(       ) 3
 FE2536
 FE2536.Superseded values are not recommended for survey control.
 FE2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2536.See file dsdata.txt to determine how the superseded data were derived.
 FE2536
 FE2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7174794616(NAD 83)
 FE2536_MARKER: 42 = RADIO/TV MAST
 FE2536
 FE2536  HISTORY     - Date     Condition        Report By
 FE2536  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2536
 FE2536                          STATION DESCRIPTION
 FE2536
 FE2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2536'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE TRUNKLINE GAS
 FE2536'COMPANY LOCATED ABOUT 5 MILES SOUTH OF OAKLAND AND ABOUT 1 MILE NORTH
 FE2536'MACON. THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE PAINTED IN
 FE2536'ALTERNATE SECTIONS OF ORANGE AND WHITE. THE HEIGHT IS 289 FEET AND
 FE2536'THERE ARE TWO LARGE, CIRCULAR REFLECTORS AT THE TOP.
 FE2536'
 FE2536'TO REACH THE STATION FROM THE DEPOT IN OAKLAND, GO SOUTH AND
 FE2536'SOUTHEAST ON A PAVED ROAD FOR 4.2 MILES TO THE STATION ON THE LEFT
 FE2536'ABOUT 0.05 MILE NORTHEAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2534 ***********************************************************************
 FE2534  DESIGNATION -  MADGE
 FE2534  PID         -  FE2534
 FE2534  STATE/COUNTY-  TN/TIPTON
 FE2534  USGS QUAD   -  BRIGHTON (1981)
 FE2534
 FE2534                         *CURRENT SURVEY CONTROL
 FE2534  ___________________________________________________________________
 FE2534* NAD 83(1995)-  35 24 25.62947(N)    089 40 48.12074(W)     ADJUSTED  
 FE2534* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2534  ___________________________________________________________________
 FE2534  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE2534  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2534
 FE2534  HORZ ORDER  -  SECOND
 FE2534
 FE2534.The horizontal coordinates were established by classical geodetic methods
 FE2534.and adjusted by the National Geodetic Survey in April 1999..
 FE2534
 FE2534.The orthometric height was scaled from a topographic map.
 FE2534
 FE2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2534
 FE2534.The geoid height was determined by GEOID03.
 FE2534
 FE2534;                    North         East     Units Scale Factor Converg.
 FE2534;SPC TN       -   125,419.922   265,815.669   MT  0.99997599   -2 09 16.0
 FE2534;SPC TN       -   411,481.86    872,096.91   sFT  0.99997599   -2 09 16.0
 FE2534;UTM  16      - 3,921,491.739   256,630.562   MT  1.00032997   -1 33 12.7
 FE2534
 FE2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2534!SPC TN       -   0.99998450  x   0.99997599  =   0.99996049
 FE2534!UTM  16      -   0.99998450  x   1.00032997  =   1.00031446
 FE2534
 FE2534|---------------------------------------------------------------------|
 FE2534| PID    Reference Object                     Distance      Geod. Az  |
 FE2534|                                                           dddmmss.s |
 FE2534| CG4476 MADGE RM 1                           28.867 METERS 03127     |
 FE2534| CG4477 MADGE RM 2                           29.830 METERS 15949     |
 FE2534| CG4475 MADGE AZ MK                                        3335107.8 |
 FE2534|---------------------------------------------------------------------|
 FE2534
 FE2534                          SUPERSEDED SURVEY CONTROL
 FE2534
 FE2534  NAD 83(1995)-  35 24 25.63616(N)    089 40 48.12118(W) AD(       ) 2
 FE2534  NAD 83(1986)-  35 24 25.64123(N)    089 40 48.12176(W) AD(       ) 2
 FE2534  NAD 27      -  35 24 25.33960(N)    089 40 47.83380(W) AD(       ) 2
 FE2534
 FE2534.Superseded values are not recommended for survey control.
 FE2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2534.See file dsdata.txt to determine how the superseded data were derived.
 FE2534
 FE2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5663121492(NAD 83)
 FE2534_MARKER: DS = TRIANGULATION STATION DISK
 FE2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2534
 FE2534  HISTORY     - Date     Condition        Report By
 FE2534  HISTORY     - 1958     MONUMENTED       CGS
 FE2534
 FE2534                          STATION DESCRIPTION
 FE2534
 FE2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2534'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ARLINGTON, 6 MILES
 FE2534'EAST-SOUTHEAST OF ATOKA AND IS ON THE PROPERTY OF MR.  BILLY LOVETT.
 FE2534'IT IS 5 FEET SOUTHEAST OF A FENCE, 56 FEET WEST OF THE SOUTHWEST
 FE2534'CORNER OF A FRAME HOUSE AND 25 FEET NORTH OF THE NORTHEAST
 FE2534'CORNER OF A SMALL FRAME BUILDING.  THE MONUMENT IS FLUSH AND THE DISK
 FE2534'IS STAMPED MADGE 1958.
 FE2534'
 FE2534'TO REACH THE STATION FROM A PAVED T-INTERSECTION LOCATED IN THE EAST
 FE2534'BUSINESS SECTION OF ATOKA, GO SOUTH ON A PAVED ROAD FOR 0.15 MILE TO
 FE2534'A RAILROAD OVERPASS AND THE ROAD CURVES TO THE EAST.  CONTINUE
 FE2534'EASTERLY ON THE PAVED ROAD FOR 3.9 MILES TO CLICK NO 2 GROCERY STORE
 FE2534'ON THE LEFT IN IDAVILLE.  CONTINUE EASTERLY ON THE PAVED ROAD FOR 2.4
 FE2534'MILES TO A PAVED CROSSROAD AND A GRAVEL ROAD SOUTHEAST.  GO
 FE2534'SOUTHEAST ON THE GRAVEL ROAD FOR 0.25 MILE TO A DRIVEWAY RIGHT.  TURN
 FE2534'RIGHT AND GO WESTERLY ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION
 FE2534'ON THE RIGHT, WEST SIDE OF A FRAME HOUSE.
 FE2534'
 FE2534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 FE2534'DRIVEWAY FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO NORTHWEST
 FE2534'ON THE GRAVEL ROAD FOR 0.25 MILE TO A PAVED CROSSROAD.  TURN LEFT AND
 FE2534'GO WEST FOR 200 FEET TO A DRIVEWAY LEFT. TURN LEFT AND GO SOUTH ON
 FE2534'THE DRIVEWAY FOR 150 FEET TO THE MARK, 63 FEET SOUTH OF THE SOUTH
 FE2534'CORNER OF A FRAME HOUSE.
 FE2534'
 FE2534'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A FENCE, 67 FEET
 FE2534'SOUTH-SOUTHWEST OF A FENCE CORNER AND 78 FEET NORTHWEST OF THE
 FE2534'NORTHWEST CORNER OF THE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE
 FE2534'DISK IS STAMPED MADGE NO 1 1958.
 FE2534'
 FE2534'REFERENCE MARK 2 IS 5 FEET NORTH OF A 28 INCH TREE AND 4 FEET
 FE2534'NORTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2534'MADGE NO 2 1958.
 FE2534'
 FE2534'THE AZIMUTH MARK IS 63 FEET SOUTH OF THE SOUTH CORNER OF A FRAME
 FE2534'HOUSE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 2 FEET NORTH OF A
 FE2534'NORTH GATE POST AND 6 INCHES NORTHWEST OF A FENCE.  THE MONUMENT IS
 FE2534'FLUSH AND THE DISK IS STAMPED MADGE 1958.
 FE2534'
 FE2534'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2375 ***********************************************************************
 FE2375  DESIGNATION -  MADISON JACKSON MUNICIPAL AIRPORT BEACON
 FE2375  PID         -  FE2375
 FE2375  STATE/COUNTY-  TN/MADISON
 FE2375  USGS QUAD   -  WESTOVER (1981)
 FE2375
 FE2375                         *CURRENT SURVEY CONTROL
 FE2375  ___________________________________________________________________
 FE2375* NAD 83(1995)-  35 36 24.49889(N)    088 54 57.71758(W)     ADJUSTED  
 FE2375* NAVD 88     -                                                        
 FE2375  ___________________________________________________________________
 FE2375  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2375  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2375
 FE2375  HORZ ORDER  -  THIRD
 FE2375
 FE2375.The horizontal coordinates were established by classical geodetic methods
 FE2375.and adjusted by the National Geodetic Survey in April 1999..
 FE2375
 FE2375
 FE2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2375
 FE2375.The geoid height was determined by GEOID03.
 FE2375
 FE2375;                    North         East     Units Scale Factor Converg.
 FE2375;SPC TN       -   145,226.356   335,831.471   MT  0.99995622   -1 42 25.8
 FE2375;SPC TN       -   476,463.47  1,101,807.08   sFT  0.99995622   -1 42 25.8
 FE2375;UTM  16      - 3,942,028.731   326,448.880   MT  0.99997118   -1 06 57.0
 FE2375
 FE2375                          SUPERSEDED SURVEY CONTROL
 FE2375
 FE2375  NAD 83(1995)-  35 36 24.50395(N)    088 54 57.72188(W) AD(       ) 4
 FE2375  NAD 83(1986)-  35 36 24.51051(N)    088 54 57.71838(W) AD(       ) 4
 FE2375  NAD 27      -  35 36 24.24200(N)    088 54 57.49900(W) AD(       ) 3
 FE2375
 FE2375.Superseded values are not recommended for survey control.
 FE2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2375.See file dsdata.txt to determine how the superseded data were derived.
 FE2375
 FE2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2644942029(NAD 83)
 FE2375_MARKER: 21 = AIRPORT BEACON
 FE2375
 FE2375  HISTORY     - Date     Condition        Report By
 FE2375  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2375  HISTORY     - 1965     GOOD             CGS
 FE2375  HISTORY     - 1983     GOOD             NGS
 FE2375
 FE2375                          STATION DESCRIPTION
 FE2375
 FE2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2375'THE STATION IS THE CENTER OF THE REVOLVING WHITE AND GREEN LIGHT OF
 FE2375'THE MADISON COUNTY-JACKSON MUNICIPAL AIRPORT BEACON, LOCATED ABOUT
 FE2375'6.5 MILES WEST OF JACKSON, NEAR THE NORTH EDGE OF THE MADISON
 FE2375'COUNTY-JACKSON MUNICIPAL AIRPORT, WHICH IS KNOWN AS MCKELLAR FIELD,
 FE2375'AND 130 FEET WEST OF THE NORTHWEST CORNER OF A HANGAR.
 FE2375'
 FE2375'THE BEACON IS SUPPORTED BY A FOUR LEGGED STEEL TOWER WHICH IS ABOUT
 FE2375'50 FEET HIGH.
 FE2375
 FE2375                          STATION RECOVERY (1965)
 FE2375
 FE2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2375'RECOVERED AS DESCRIBED IN QUAD 350884, STATION 1072, AND FOUND TO
 FE2375'BE IN GOOD CONDITION.
 FE2375
 FE2375                          STATION RECOVERY (1983)
 FE2375
 FE2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2375'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FE2375'
 FE2375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 FE2375'JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2204 ***********************************************************************
 GC2204  DESIGNATION -  MADISON RADIO STA WENO MAST
 GC2204  PID         -  GC2204
 GC2204  STATE/COUNTY-  TN/DAVIDSON
 GC2204  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2204
 GC2204                         *CURRENT SURVEY CONTROL
 GC2204  ___________________________________________________________________
 GC2204* NAD 83(1995)-  36 16 21.18992(N)    086 42 56.61871(W)     ADJUSTED  
 GC2204* NAVD 88     -                                                        
 GC2204  ___________________________________________________________________
 GC2204  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2204  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2204
 GC2204  HORZ ORDER  -  THIRD
 GC2204
 GC2204.The horizontal coordinates were established by classical geodetic methods
 GC2204.and adjusted by the National Geodetic Survey in April 1999..
 GC2204
 GC2204
 GC2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2204
 GC2204.The geoid height was determined by GEOID03.
 GC2204
 GC2204;                    North         East     Units Scale Factor Converg.
 GC2204;SPC TN       -   215,392.350   535,692.174   MT  0.99997761   -0 25 08.5
 GC2204;SPC TN       -   706,666.40  1,757,516.74   sFT  0.99997761   -0 25 08.5
 GC2204;UTM  16      - 4,014,216.700   525,532.393   MT  0.99960803   +0 10 05.5
 GC2204
 GC2204                          SUPERSEDED SURVEY CONTROL
 GC2204
 GC2204  NAD 83(1995)-  36 16 21.19147(N)    086 42 56.62064(W) AD(       ) 4
 GC2204  NAD 83(1995)-  36 16 21.19478(N)    086 42 56.62099(W) AD(       ) 4
 GC2204  NAD 83(1986)-  36 16 21.20009(N)    086 42 56.62183(W) AD(       ) 4
 GC2204  NAD 27      -  36 16 21.01100(N)    086 42 56.63200(W) AD(       ) 3
 GC2204
 GC2204.Superseded values are not recommended for survey control.
 GC2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2204.See file dsdata.txt to determine how the superseded data were derived.
 GC2204
 GC2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2553214217(NAD 83)
 GC2204_MARKER: 42 = RADIO/TV MAST
 GC2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2204+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 GC2204
 GC2204  HISTORY     - Date     Condition        Report By
 GC2204  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2204  HISTORY     - 20060326 GOOD             GEOCAC
 GC2204
 GC2204                          STATION DESCRIPTION
 GC2204
 GC2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2204'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF NASHVILLE
 GC2204'AND ABOUT 1 MILE NORTHEAST OF MADISON.  IT IS A 3-LEGGED STEEL
 GC2204'STRUCTURE PAINTED ALTERNATELY RED AND WHITE, HAS A FLASHING RED LIGHT
 GC2204'AT THE TOP OF THE MAST AND AN OVER-ALL HEIGHT OF 176.0 FEET.
 GC2204'
 GC2204'THE FLASHING RED LIGHT AT THE TOP OF THE MAST WAS THE POINT
 GC2204'INTERSECTED.
 GC2204'
 GC2204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. NO. 31E AND
 GC2204'OLD HICKORY BLVD. IN THE NORTH PART OF MADISON, GO NORTH ON U.S.
 GC2204'HWY. NO. 31E FOR 0.6 MILE TO NESBITT LANE ON THE LEFT, TURN LEFT AND
 GC2204'GO WEST FOR 0.2 MILE AND THE STATION AS DESCRIBED.
 GC2204
 GC2204                          STATION RECOVERY (2006)
 GC2204
 GC2204'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2235 ***********************************************************************
 GC2235  DESIGNATION -  MADISON SUBURBAN UTIL DIST TK
 GC2235  PID         -  GC2235
 GC2235  STATE/COUNTY-  TN/DAVIDSON
 GC2235  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2235
 GC2235                         *CURRENT SURVEY CONTROL
 GC2235  ___________________________________________________________________
 GC2235* NAD 83(1995)-  36 13 49.23608(N)    086 42 45.54621(W)     ADJUSTED  
 GC2235* NAVD 88     -                                                        
 GC2235  ___________________________________________________________________
 GC2235  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GC2235  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2235
 GC2235  HORZ ORDER  -  THIRD
 GC2235
 GC2235.The horizontal coordinates were established by classical geodetic methods
 GC2235.and adjusted by the National Geodetic Survey in April 1999..
 GC2235
 GC2235
 GC2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2235
 GC2235.The geoid height was determined by GEOID03.
 GC2235
 GC2235;                    North         East     Units Scale Factor Converg.
 GC2235;SPC TN       -   210,706.866   535,934.414   MT  0.99997225   -0 25 02.0
 GC2235;SPC TN       -   691,294.11  1,758,311.49   sFT  0.99997225   -0 25 02.0
 GC2235;UTM  16      - 4,009,535.661   525,822.527   MT  0.99960822   +0 10 11.4
 GC2235
 GC2235                          SUPERSEDED SURVEY CONTROL
 GC2235
 GC2235  NAD 83(1995)-  36 13 49.23774(N)    086 42 45.54830(W) AD(       ) 4
 GC2235  NAD 83(1995)-  36 13 49.24064(N)    086 42 45.54826(W) AD(       ) 4
 GC2235  NAD 83(1986)-  36 13 49.24618(N)    086 42 45.54912(W) AD(       ) 4
 GC2235  NAD 27      -  36 13 49.05100(N)    086 42 45.56100(W) AD(       ) 3
 GC2235
 GC2235.Superseded values are not recommended for survey control.
 GC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2235.See file dsdata.txt to determine how the superseded data were derived.
 GC2235
 GC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2582309536(NAD 83)
 GC2235_MARKER: 53 = ELEVATED TANK
 GC2235
 GC2235  HISTORY     - Date     Condition        Report By
 GC2235  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2235
 GC2235                          STATION DESCRIPTION
 GC2235
 GC2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2235'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF NASHVILLE AND ABOUT
 GC2235'3 MILES SOUTH OF MADISON.  IT IS A 4-LEGGED STEEL STRUCTURE
 GC2235'SUPPORTING THE TANK PROPER, IS PAINTED SILVER AND HAS AN OVER-ALL
 GC2235'HEIGHT OF 100 FEET.
 GC2235'
 GC2235'THE TOP AND CENTER OF THE ROOF WAS THE POINT INTERSECTED.
 GC2235'
 GC2235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. NO. 31E AND
 GC2235'HAYSBORO AVE., WHICH IS ABOUT 3 MILES SOUTH OF THE POST OFFICE IN
 GC2235'MADISON, GO EASTERLY ON HAYSBORO AVE. FOR 0.6 MILE TO BRUSH HILL RD.,
 GC2235'TURN RIGHT AND GO SOUTHERLY FOR 0.15 MILE TO NO. 4204 BRUSH HILL
 GC2235'RD. ON THE LEFT, TURN LEFT AND GO ABOUT 100 YARDS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2369 ***********************************************************************
 FE2369  DESIGNATION -  MALESUS
 FE2369  PID         -  FE2369
 FE2369  STATE/COUNTY-  TN/MADISON
 FE2369  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2369
 FE2369                         *CURRENT SURVEY CONTROL
 FE2369  ___________________________________________________________________
 FE2369* NAD 83(1995)-  35 33 01.65407(N)    088 48 55.45947(W)     ADJUSTED  
 FE2369* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2369  ___________________________________________________________________
 FE2369  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FE2369  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2369
 FE2369  HORZ ORDER  -  THIRD
 FE2369
 FE2369.The horizontal coordinates were established by classical geodetic methods
 FE2369.and adjusted by the National Geodetic Survey in April 1999..
 FE2369
 FE2369.The orthometric height was scaled from a topographic map.
 FE2369
 FE2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2369
 FE2369.The geoid height was determined by GEOID03.
 FE2369
 FE2369;                    North         East     Units Scale Factor Converg.
 FE2369;SPC TN       -   138,710.639   344,765.100   MT  0.99996058   -1 38 53.7
 FE2369;SPC TN       -   455,086.49  1,131,116.83   sFT  0.99996058   -1 38 53.7
 FE2369;UTM  16      - 3,935,605.694   335,449.292   MT  0.99993368   -1 03 20.7
 FE2369
 FE2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2369!SPC TN       -   0.99998261  x   0.99996058  =   0.99994320
 FE2369!UTM  16      -   0.99998261  x   0.99993368  =   0.99991630
 FE2369
 FE2369:                Primary Azimuth Mark                     Grid Az
 FE2369:SPC TN       -  JACKSON RADIO STA WTJS SW MAST           005 35 44.6
 FE2369:UTM  16      -  JACKSON RADIO STA WTJS SW MAST           005 00 11.6
 FE2369
 FE2369|---------------------------------------------------------------------|
 FE2369| PID    Reference Object                     Distance      Geod. Az  |
 FE2369|                                                           dddmmss.s |
 FE2369| FE2362 JACKSON RADIO STA WTJS SW MAST      APPROX. 3.5 KM 0035650.9 |
 FE2369| FE2361 JACKSON RAD STA WTJS NE MAST        APPROX. 3.6 KM 0055548.7 |
 FE2369| FE2373 NORTON HILL RAD KIE 36 MAST         APPROX. 4.2 KM 1234125.8 |
 FE2369| CG4485 MALESUS AZ MK                                      1664042.9 |
 FE2369| CG4486 MALESUS RM 1                         23.485 METERS 21245     |
 FE2369| CG4487 MALESUS RM 2                         21.100 METERS 33037     |
 FE2369| FE2348 BEMIS BROS BAG COMPANY TANK         APPROX. 2.8 KM 3481427.2 |
 FE2369|---------------------------------------------------------------------|
 FE2369
 FE2369                          SUPERSEDED SURVEY CONTROL
 FE2369
 FE2369  NAD 83(1995)-  35 33 01.65938(N)    088 48 55.46440(W) AD(       ) 3
 FE2369  NAD 83(1986)-  35 33 01.66569(N)    088 48 55.46040(W) AD(       ) 3
 FE2369  NAD 27      -  35 33 01.39550(N)    088 48 55.25520(W) AD(       ) 3
 FE2369
 FE2369.Superseded values are not recommended for survey control.
 FE2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2369.See file dsdata.txt to determine how the superseded data were derived.
 FE2369
 FE2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3544935606(NAD 83)
 FE2369_MARKER: DS = TRIANGULATION STATION DISK
 FE2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2369
 FE2369  HISTORY     - Date     Condition        Report By
 FE2369  HISTORY     - 1958     MONUMENTED       CGS
 FE2369
 FE2369                          STATION DESCRIPTION
 FE2369
 FE2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2369'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BEMIS, 7 MILES
 FE2369'NORTHEAST OF MEDON, AND IS IN THE NORTH EDGE OF THE VILLAGE
 FE2369'OF MALESUS ON THE PROPERTY OF MR. PRESTON HARRIS. IT IS 115 FEET
 FE2369'NORTH OF A GRAVELED DRIVEWAY WEST, 92 FEET WEST OF THE
 FE2369'SOUTHWEST CORNER OF A RED BRICK HOUSE, 9 FEET SOUTHWEST OF A WHITE
 FE2369'WITNESS POST AND FENCE CORNER AND 21 FEET WEST OF THE
 FE2369'CENTERLINE OF A PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2369'STAMPED MALESUS 1958.
 FE2369'
 FE2369'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2369'SQUARE IN JACKSON, GO EAST ON U.S. HIGHWAY 70 AND 45 FOR
 FE2369'0.3 MILE TO THEIR JUNCTION. TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 FE2369'45 FOR 4.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2369'HIGHWAY 18. TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 18 FOR 0.3
 FE2369'MILE TO A PAVED SIDE ROAD LEFT JUST AFTER CROSSING RAILROAD
 FE2369'OVERPASS. TURN LEFT AND GO SOUTHEAST FOR 0.15 MILE ON THE O. MALESUS
 FE2369'ROAD TO THE STATION ON THE RIGHT.
 FE2369'
 FE2369'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND SOUTHEAST ON
 FE2369'THE O. MALESUS ROAD FOR 0.45 MILE TO A GRAVELED SIDE ROAD
 FE2369'LEFT. TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FE2369'AZIMUTH MARK ON THE LEFT.
 FE2369'
 FE2369'REFERENCE MARK 1 IS 21 FEET WEST OF THE CENTERLINE OF O. MALESUS
 FE2369'ROAD, 38 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2369'DRIVEWAY WEST AND 85 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS
 FE2369'FLUSH AND THE DISK IS STAMPED MALESUS NO 1 1958.
 FE2369'
 FE2369'REFERENCE MARK 2 IS 88 FEET WEST OF THE CENTERLINE OF O. MALESUS
 FE2369'ROAD, 70 FEET WEST OF A FENCE CORNER AND WHITE WITNESS POST,
 FE2369'1 FOOT SOUTH OF A WIRE FENCE AND 26 FEET EAST OF A FENCE CORNER. THE
 FE2369'MONUMENT IS FLUSH AND THE DISK IS STAMPED MALESUS NO 2
 FE2369'1958.
 FE2369'
 FE2369'THE AZIMUTH MARK IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2369'FRAME HOUSE, 31 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2369'ROAD, 115 FEET NORTHWEST OF THE CENTER OF A GRAVELED T-INTERSECTION,
 FE2369'1 FOOT WEST OF A POWER LINE POLE AND 2 FEET NORTHWEST OF A
 FE2369'WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2369'MALESUS 1958.
 FE2369'
 FE2369'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1823 ***********************************************************************
 GA1823  DESIGNATION -  MALOY
 GA1823  PID         -  GA1823
 GA1823  STATE/COUNTY-  TN/JEFFERSON
 GA1823  USGS QUAD   -  TALBOTT (1980)
 GA1823
 GA1823                         *CURRENT SURVEY CONTROL
 GA1823  ___________________________________________________________________
 GA1823* NAD 83(1986)-  36 07 52.     (N)    083 27 42.     (W)     SCALED    
 GA1823* NAVD 88     -       357.092  (meters)    1171.56   (feet)  ADJUSTED  
 GA1823  ___________________________________________________________________
 GA1823  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1823  DYNAMIC HT  -         356.762 (meters)    1170.48  (feet)  COMP
 GA1823  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA1823
 GA1823  VERT ORDER  -  FIRST     CLASS I
 GA1823
 GA1823.The horizontal coordinates were scaled from a topographic map and have
 GA1823.an estimated accuracy of +/- 6 seconds.
 GA1823
 GA1823.The orthometric height was determined by differential leveling
 GA1823.and adjusted by the National Geodetic Survey in June 1991..
 GA1823
 GA1823.The geoid height was determined by GEOID03.
 GA1823
 GA1823.The dynamic height is computed by dividing the NAVD 88
 GA1823.geopotential number by the normal gravity value computed on the
 GA1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1823.degrees latitude (g = 980.6199 gals.).
 GA1823
 GA1823.The modeled gravity was interpolated from observed gravity values.
 GA1823
 GA1823;                    North         East    Units  Estimated Accuracy
 GA1823;SPC TN       -   202,430.      828,450.      MT  (+/- 180 meters Scaled)
 GA1823
 GA1823                          SUPERSEDED SURVEY CONTROL
 GA1823
 GA1823  NGVD 29 (??/??/92)  357.220  (m)         1171.98   (f) ADJ UNCH    1 1
 GA1823
 GA1823.Superseded values are not recommended for survey control.
 GA1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1823.See file dsdata.txt to determine how the superseded data were derived.
 GA1823
 GA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA784012(NAD 83)
 GA1823_MARKER: DD = SURVEY DISK
 GA1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1823_STAMPING: MALOY 1967
 GA1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1823+STABILITY: SURFACE MOTION
 GA1823
 GA1823  HISTORY     - Date     Condition        Report By
 GA1823  HISTORY     - 1967     MONUMENTED       TNHD
 GA1823  HISTORY     - 1967     GOOD             NGS
 GA1823
 GA1823                          STATION DESCRIPTION
 GA1823
 GA1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1823'1.9 MI NE FROM JEFFERSON CITY.
 GA1823'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1823'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, 291 FEET
 GA1823'NORTHEAST OF THE CENTER LINE OF THE EXIT DRIVE FOR THE MALOY
 GA1823'THEATRE, 52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND
 GA1823'LANE OF THE HIGHWAY, 42 1/2 FEET SOUTHWEST OF POWER LINE POLE
 GA1823'37425, 5.2 FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE
 GA1823'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GA1823'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1824 ***********************************************************************
 GA1824  DESIGNATION -  MALOY AZ MK
 GA1824  PID         -  GA1824
 GA1824  STATE/COUNTY-  TN/JEFFERSON
 GA1824  USGS QUAD   -  TALBOTT (1980)
 GA1824
 GA1824                         *CURRENT SURVEY CONTROL
 GA1824  ___________________________________________________________________
 GA1824* NAD 83(1986)-  36 07 48.     (N)    083 27 48.     (W)     SCALED    
 GA1824* NAVD 88     -       357.378  (meters)    1172.50   (feet)  ADJUSTED  
 GA1824  ___________________________________________________________________
 GA1824  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1824  DYNAMIC HT  -         357.047 (meters)    1171.41  (feet)  COMP
 GA1824  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA1824
 GA1824  VERT ORDER  -  FIRST     CLASS I
 GA1824
 GA1824.The horizontal coordinates were scaled from a topographic map and have
 GA1824.an estimated accuracy of +/- 6 seconds.
 GA1824
 GA1824.The orthometric height was determined by differential leveling
 GA1824.and adjusted by the National Geodetic Survey in June 1991..
 GA1824
 GA1824.The geoid height was determined by GEOID03.
 GA1824
 GA1824.The dynamic height is computed by dividing the NAVD 88
 GA1824.geopotential number by the normal gravity value computed on the
 GA1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1824.degrees latitude (g = 980.6199 gals.).
 GA1824
 GA1824.The modeled gravity was interpolated from observed gravity values.
 GA1824
 GA1824;                    North         East    Units  Estimated Accuracy
 GA1824;SPC TN       -   202,300.      828,310.      MT  (+/- 180 meters Scaled)
 GA1824
 GA1824                          SUPERSEDED SURVEY CONTROL
 GA1824
 GA1824  NGVD 29 (??/??/92)  357.505  (m)         1172.91   (f) ADJ UNCH    1 1
 GA1824
 GA1824.Superseded values are not recommended for survey control.
 GA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1824.See file dsdata.txt to determine how the superseded data were derived.
 GA1824
 GA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA783011(NAD 83)
 GA1824_MARKER: DD = SURVEY DISK
 GA1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1824_STAMPING: MALOY AZI 1967
 GA1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1824+STABILITY: SURFACE MOTION
 GA1824
 GA1824  HISTORY     - Date     Condition        Report By
 GA1824  HISTORY     - 1967     MONUMENTED       TNHD
 GA1824  HISTORY     - 1967     GOOD             NGS
 GA1824
 GA1824                          STATION DESCRIPTION
 GA1824
 GA1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1824'1.8 MI NE FROM JEFFERSON CITY.
 GA1824'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1824'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, 145 FEET
 GA1824'SOUTHWEST OF THE CENTER LINE OF AN ENTRANCE DRIVEWAY TO THE
 GA1824'MALOY THEATRE, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA1824'EASTBOUND LANE OF THE HIGHWAY, 2 1/2 FEET NORTHWEST OF POWER
 GA1824'LINE POLE 37415, 1.8 FEET NORTHWEST OF A METAL WITNESS POST,
 GA1824'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GA1824'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0265 ***********************************************************************
 FD0265  DESIGNATION -  MANCHESTER
 FD0265  PID         -  FD0265
 FD0265  STATE/COUNTY-  TN/COFFEE
 FD0265  USGS QUAD   -  MANCHESTER (1972)
 FD0265
 FD0265                         *CURRENT SURVEY CONTROL
 FD0265  ___________________________________________________________________
 FD0265* NAD 83(1986)-  35 28 59.     (N)    086 05 19.     (W)     SCALED    
 FD0265* NAVD 88     -       324.081  (meters)    1063.26   (feet)  ADJUSTED  
 FD0265  ___________________________________________________________________
 FD0265  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0265  DYNAMIC HT  -         323.771 (meters)    1062.24  (feet)  COMP
 FD0265  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FD0265
 FD0265  VERT ORDER  -  SECOND    CLASS 0
 FD0265
 FD0265.The horizontal coordinates were scaled from a topographic map and have
 FD0265.an estimated accuracy of +/- 6 seconds.
 FD0265
 FD0265.The orthometric height was determined by differential leveling
 FD0265.and adjusted by the National Geodetic Survey in June 1991..
 FD0265
 FD0265.The geoid height was determined by GEOID03.
 FD0265
 FD0265.The dynamic height is computed by dividing the NAVD 88
 FD0265.geopotential number by the normal gravity value computed on the
 FD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0265.degrees latitude (g = 980.6199 gals.).
 FD0265
 FD0265.The modeled gravity was interpolated from observed gravity values.
 FD0265
 FD0265;                    North         East    Units  Estimated Accuracy
 FD0265;SPC TN       -   127,570.      591,960.      MT  (+/- 180 meters Scaled)
 FD0265
 FD0265                          SUPERSEDED SURVEY CONTROL
 FD0265
 FD0265  NGVD 29 (??/??/92)  324.072  (m)         1063.23   (f) ADJ UNCH    2 0
 FD0265
 FD0265.Superseded values are not recommended for survey control.
 FD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0265.See file dsdata.txt to determine how the superseded data were derived.
 FD0265
 FD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE826269(NAD 83)
 FD0265_MARKER: DB = BENCH MARK DISK
 FD0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0265_STAMPING: MANCHESTER 1933
 FD0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0265+STABILITY: SURFACE MOTION
 FD0265
 FD0265  HISTORY     - Date     Condition        Report By
 FD0265  HISTORY     - 1933     MONUMENTED       CGS
 FD0265  HISTORY     - 1962     GOOD             NGS
 FD0265
 FD0265                          STATION DESCRIPTION
 FD0265
 FD0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0265'IN MANCHESTER.
 FD0265'AT MANCHESTER, AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE,
 FD0265'AND 8 FEET WEST OF THE SIDEWALK.  A STANDARD DISK SET IN THE TOP
 FD0265'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1425 ***********************************************************************
 FD1425  DESIGNATION -  MANCHESTER MUNICIPAL TANK
 FD1425  PID         -  FD1425
 FD1425  STATE/COUNTY-  TN/COFFEE
 FD1425  USGS QUAD   -  MANCHESTER (1972)
 FD1425
 FD1425                         *CURRENT SURVEY CONTROL
 FD1425  ___________________________________________________________________
 FD1425* NAD 83(1995)-  35 28 20.24521(N)    086 05 14.30775(W)     ADJUSTED  
 FD1425* NAVD 88     -                                                        
 FD1425  ___________________________________________________________________
 FD1425  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FD1425  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FD1425
 FD1425  HORZ ORDER  -  THIRD
 FD1425
 FD1425.The horizontal coordinates were established by classical geodetic methods
 FD1425.and adjusted by the National Geodetic Survey in April 1999..
 FD1425
 FD1425
 FD1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1425
 FD1425.The geoid height was determined by GEOID03.
 FD1425
 FD1425;                    North         East     Units Scale Factor Converg.
 FD1425;SPC TN       -   126,370.147   592,076.158   MT  0.99996822   -0 03 04.0
 FD1425;SPC TN       -   414,599.39  1,942,503.20   sFT  0.99996822   -0 03 04.0
 FD1425;UTM  16      - 3,925,803.055   582,804.464   MT  0.99968449   +0 31 46.8
 FD1425
 FD1425                          SUPERSEDED SURVEY CONTROL
 FD1425
 FD1425  NAD 83(1995)-  35 28 20.25248(N)    086 05 14.30899(W) AD(       ) 4
 FD1425  NAD 83(1995)-  35 28 20.25262(N)    086 05 14.30907(W) AD(       ) 4
 FD1425  NAD 83(1995)-  35 28 20.25246(N)    086 05 14.30894(W) AD(       ) 4
 FD1425  NAD 83(1986)-  35 28 20.25596(N)    086 05 14.30667(W) AD(       ) 4
 FD1425  NAD 27      -  35 28 19.97600(N)    086 05 14.34600(W) AD(       ) 3
 FD1425
 FD1425.Superseded values are not recommended for survey control.
 FD1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1425.See file dsdata.txt to determine how the superseded data were derived.
 FD1425
 FD1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8280425803(NAD 83)
 FD1425_MARKER: 53 = ELEVATED TANK
 FD1425
 FD1425  HISTORY     - Date     Condition        Report By
 FD1425  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1425
 FD1425                          STATION DESCRIPTION
 FD1425
 FD1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1425'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF MANCHESTER.
 FD1425'
 FD1425'TO REACH THE STATION FROM THE MANCHESTER CITY HALL, GO SOUTH, ON A
 FD1425'HARD SURFACE ROAD FOR 0.5
 FD1425'MILE TO A TRAFFIC LIGHT.  TURN LEFT, EAST, AND GO 0.1
 FD1425'MILE TO A SIDE ROAD LEFT, JUST
 FD1425'AFTER CROSSING A RAILROAD TRACK.  TURN
 FD1425'RIGHT, AND FOLLOW A HARD SURFACE ROAD SOUTH AND
 FD1425'EAST FOR 0.15 MILE TO
 FD1425'THE STATION ON THE LEFT.
 FD1425'
 FD1425'THE STATION IS A 7-LEGGED STEEL STRUCTURE, SILVER IN COLOR, WITH
 FD1425'MANCHESTER TENN PAINTED IN BLACK
 FD1425'LETTERS ON THE TANK, AND THE OVER-ALL HEIGHT IS
 FD1425'ABOUT 150 FEET.  THE POINT
 FD1425'INTERSECTED WAS THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1426 ***********************************************************************
 FD1426  DESIGNATION -  MANCHESTER WHITE WATER TANK
 FD1426  PID         -  FD1426
 FD1426  STATE/COUNTY-  TN/COFFEE
 FD1426  USGS QUAD   -  MANCHESTER (1972)
 FD1426
 FD1426                         *CURRENT SURVEY CONTROL
 FD1426  ___________________________________________________________________
 FD1426* NAD 83(1995)-  35 29 06.43702(N)    086 05 17.86203(W)     ADJUSTED  
 FD1426* NAVD 88     -                                                        
 FD1426  ___________________________________________________________________
 FD1426  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FD1426  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1426
 FD1426  HORZ ORDER  -  THIRD
 FD1426
 FD1426.The horizontal coordinates were established by classical geodetic methods
 FD1426.and adjusted by the National Geodetic Survey in April 1999..
 FD1426
 FD1426
 FD1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1426
 FD1426.The geoid height was determined by GEOID03.
 FD1426
 FD1426;                    North         East     Units Scale Factor Converg.
 FD1426;SPC TN       -   127,793.778   591,987.837   MT  0.99996684   -0 03 06.1
 FD1426;SPC TN       -   419,270.09  1,942,213.43   sFT  0.99996684   -0 03 06.1
 FD1426;UTM  16      - 3,927,225.315   582,701.745   MT  0.99968428   +0 31 45.4
 FD1426
 FD1426                          SUPERSEDED SURVEY CONTROL
 FD1426
 FD1426  NAD 83(1995)-  35 29 06.44470(N)    086 05 17.86276(W) AD(       ) 4
 FD1426  NAD 83(1995)-  35 29 06.44452(N)    086 05 17.86209(W) AD(       ) 4
 FD1426  NAD 83(1995)-  35 29 06.44437(N)    086 05 17.86403(W) AD(       ) 4
 FD1426  NAD 83(1986)-  35 29 06.44801(N)    086 05 17.86111(W) AD(       ) 4
 FD1426  NAD 27      -  35 29 06.17000(N)    086 05 17.90000(W) AD(       ) 3
 FD1426
 FD1426.Superseded values are not recommended for survey control.
 FD1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1426.See file dsdata.txt to determine how the superseded data were derived.
 FD1426
 FD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8270227225(NAD 83)
 FD1426_MARKER: 51 = TANK
 FD1426
 FD1426  HISTORY     - Date     Condition        Report By
 FD1426  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1426
 FD1426                          STATION DESCRIPTION
 FD1426
 FD1426'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2039 ***********************************************************************
 GA2039  DESIGNATION -  MANIS
 GA2039  PID         -  GA2039
 GA2039  STATE/COUNTY-  TN/JEFFERSON
 GA2039  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2039
 GA2039                         *CURRENT SURVEY CONTROL
 GA2039  ___________________________________________________________________
 GA2039* NAD 83(1995)-  36 03 34.21013(N)    083 24 22.32604(W)     ADJUSTED  
 GA2039* NAVD 88     -       429.744  (meters)    1409.92   (feet)  ADJUSTED  
 GA2039  ___________________________________________________________________
 GA2039  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 GA2039  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2039  DYNAMIC HT  -         429.343 (meters)    1408.60  (feet)  COMP
 GA2039  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 GA2039
 GA2039  HORZ ORDER  -  SECOND
 GA2039  VERT ORDER  -  SECOND    CLASS 0
 GA2039
 GA2039.The horizontal coordinates were established by classical geodetic methods
 GA2039.and adjusted by the National Geodetic Survey in April 1999..
 GA2039
 GA2039.The orthometric height was determined by differential leveling
 GA2039.and adjusted by the National Geodetic Survey in June 1991..
 GA2039
 GA2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2039
 GA2039.The geoid height was determined by GEOID03.
 GA2039
 GA2039.The dynamic height is computed by dividing the NAVD 88
 GA2039.geopotential number by the normal gravity value computed on the
 GA2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2039.degrees latitude (g = 980.6199 gals.).
 GA2039
 GA2039.The modeled gravity was interpolated from observed gravity values.
 GA2039
 GA2039;                    North         East     Units Scale Factor Converg.
 GA2039;SPC TN       -   194,613.986   833,653.001   MT  0.99995612   +1 31 06.6
 GA2039;SPC TN       -   638,496.05  2,735,076.55   sFT  0.99995612   +1 31 06.6
 GA2039;UTM  17      - 3,993,227.816   283,278.063   MT  1.00017876   -1 25 00.8
 GA2039
 GA2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2039!SPC TN       -   0.99993741  x   0.99995612  =   0.99989353
 GA2039!UTM  17      -   0.99993741  x   1.00017876  =   1.00011616
 GA2039
 GA2039:                Primary Azimuth Mark                     Grid Az
 GA2039:SPC TN       -  T 237                                    059 19 12.5
 GA2039:UTM  17      -  T 237                                    062 15 19.9
 GA2039
 GA2039|---------------------------------------------------------------------|
 GA2039| PID    Reference Object                     Distance      Geod. Az  |
 GA2039|                                                           dddmmss.s |
 GA2039| GA2041 T 237                                              0605019.1 |
 GA2039| GA2040 MANIS RM 1                            9.558 METERS 19559     |
 GA2039| GA2038 MANIS RM 2                            8.120 METERS 31651     |
 GA2039|---------------------------------------------------------------------|
 GA2039
 GA2039                          SUPERSEDED SURVEY CONTROL
 GA2039
 GA2039  NAD 83(1995)-  36 03 34.21559(N)    083 24 22.32956(W) AD(       ) 2
 GA2039  NAD 83(1995)-  36 03 34.21737(N)    083 24 22.33143(W) AD(       ) 2
 GA2039  NAD 83(1995)-  36 03 34.21602(N)    083 24 22.33018(W) AD(       ) 2
 GA2039  NAD 83(1986)-  36 03 34.22017(N)    083 24 22.32930(W) AD(       ) 2
 GA2039  NAD 27      -  36 03 33.89300(N)    083 24 22.72240(W) AD(       ) 2
 GA2039  NGVD 29 (??/??/92)  429.897  (m)         1410.42   (f) ADJ UNCH    2 0
 GA2039
 GA2039.Superseded values are not recommended for survey control.
 GA2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2039.See file dsdata.txt to determine how the superseded data were derived.
 GA2039
 GA2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8327893228(NAD 83)
 GA2039_MARKER: DE = TRAVERSE STATION DISK
 GA2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2039_STAMPING: MANIS 1961
 GA2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2039+STABILITY: SURFACE MOTION
 GA2039
 GA2039  HISTORY     - Date     Condition        Report By
 GA2039  HISTORY     - 1961     MONUMENTED       CGS
 GA2039  HISTORY     - 1969     GOOD             CGS
 GA2039  HISTORY     - 1969     GOOD             NGS
 GA2039  HISTORY     - 1980     GOOD             NGS
 GA2039  HISTORY     - 1980     GOOD             NGS
 GA2039
 GA2039                          STATION DESCRIPTION
 GA2039
 GA2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2039'THE STATION IS LOCATED ON THE PROPERTY OF MRS. OLLIE MANIS, ABOUT 3
 GA2039'1/2 MILES NORTH OF
 GA2039'DANDRIDGE.
 GA2039'
 GA2039'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF U.S.
 GA2039'HIGHWAY 70 AND STATE
 GA2039'HIGHWAY 92 IN DANDRIDGE, GO EAST ON U.S.  HIGHWAY 70 FOR
 GA2039'0.9 MILE TO THE JUNCTION OF
 GA2039'STATE HIGHWAY 66, TURN LEFT, NORTH ON
 GA2039'STATE HIGHWAY 66 AND GO 2.45 MILES TO CHESTNUT
 GA2039'GROVE ROAD* ON THE
 GA2039'LEFT, TURN LEFT AND GO 0.45 MILE TO A FARM LANE ON THE RIGHT,
 GA2039'TURN RIGHT AND
 GA2039'GO 0.1 MILE TO THE RESIDENCE OF MRS.  OLLIE MANIS AND THE
 GA2039'STATION AS DESCRIBED.
 GA2039'
 GA2039'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED MANIS 1961, SET
 GA2039'IN A SQUARE CONCRETE
 GA2039'MONUMENT WHICH IS FLUSH.  IT IS 83 FEET NORTH OF THE
 GA2039'SOUTHEAST CORNER OF THE HOUSE,
 GA2039'28.7 FEET SOUTH OF THE SOUTHEAST
 GA2039'CORNER OF A SMALL WOOD FRAME BUILDING, 26.5 FEET
 GA2039'SOUTHEAST OF THE
 GA2039'SOUTHWEST CORNER OF A SMALL WOOD FRAME BUILDING AND 6 FEET SOUTH OF
 GA2039'A WIRE FENCE.
 GA2039'
 GA2039'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MANIS NO 1 1961,
 GA2039'CEMENTED IN A DRILLED HOLE
 GA2039'IN A RECTANGULAR SHAPED BLOCK OF CONCRETE WHICH PROJECTS
 GA2039'4 INCHES.  IT IS 54 FEET NORTH
 GA2039'OF THE SOUTHEAST CORNER OF A HOUSE, 36
 GA2039'FEET EAST OF THE NORTHEAST CORNER OF A HOUSE AND
 GA2039'ABOUT 1 FOOT HIGHER
 GA2039'THAN THE STATION MARK.
 GA2039'
 GA2039'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MANIS NO 2 1961, SET
 GA2039'IN A SQUARE CONCRETE
 GA2039'MONUMENT WHICH IS FLUSH.  IT IS 20 FEET NORTH OF A
 GA2039'WIRE FENCE AND 1 FOOT SOUTHWEST OF
 GA2039'THE SOUTHWEST CORNER OF A SMALL
 GA2039'WOOD FRAME BUILDING.
 GA2039'
 GA2039'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GA2039'50.5 FEET.
 GA2039'
 GA2039'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK, STAMPED T
 GA2039'237, SET IN A SQUARE
 GA2039'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 142 FEET
 GA2039'NORTHWEST OF THE CENTER OF
 GA2039'INTERSTATE HIGHWAY 40, 27 FEET SOUTHEAST
 GA2039'OF THE CENTER OF STATE HIGHWAY 66 AND 2.0
 GA2039'FEET NORTHEAST OF A WITNESS
 GA2039'SIGN.
 GA2039'
 GA2039'*TO REACH THE AZIMUTH MARK FROM CHESTNUT GROVE ROAD, CONTINUE
 GA2039'NORTHERLY ON STATE
 GA2039'HIGHWAY 66 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GA2039'DESCRIBED.
 GA2039'
 GA2039'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GA2039
 GA2039                          STATION RECOVERY (1969)
 GA2039
 GA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA2039'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GA2039'THE STATION WAS
 GA2039'OCCUPIED AND THE HORIZONTAL ANGLES BETWEEN THE
 GA2039'AZIMUTH MARK AND THE REFERENCE
 GA2039'MARKS OBSERVED, AND CHECKED THE
 GA2039'ORIGINAL OBSERVATIONS WELL WITHIN THE REQUIRED
 GA2039'LIMITS.  THE
 GA2039'HORIZONTAL DISTANES BETWEEN THE STATION AND THE REFERENCE MARKS,
 GA2039'AND BETWEEN THE
 GA2039'REFERENCE MARKS WERE CHECKED AND VERIFIED.
 GA2039'
 GA2039'DUE TO CHANGES IN THE ROADS IN THE AREA, THE ORIGINAL STATION
 GA2039'TO-REACH WAS NO
 GA2039'LONGER ADEQUATE, AND THE PROPERTY HAS CHANGED
 GA2039'OWNERSHIP.
 GA2039'
 GA2039'FOLLOWING IS A NEW AND MORE UP-TO-DATE DESCRIPTION.
 GA2039'
 GA2039'THE STATION IS LOCATED ON THE PROPERTY OF MR. LEONARD PATTERSON ABOUT
 GA2039'3-1/2 MILES NORTH
 GA2039'OF DANDRIDGE, AND IN THE BACK YARD OF A LARGE
 GA2039'DWELLING HOUSE.
 GA2039'
 GA2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25W AND 70
 GA2039'AND STATE ROUTES
 GA2039'66 AND 92 JUST NORTHWEST OF THE JEFFERSON COUNTY
 GA2039'COURTHOUSE IN DANDRIDGE, GO
 GA2039'NORTHEASTERLY ON U.S.  HIGHWAYS 25W AND
 GA2039'70 AND STATE ROUTE 66 FOR 0.9 OF A MILE TO
 GA2039'WHERE STATE ROUTE 66 BEARS
 GA2039'SHARP LEFT.  HERE TURN LEFT AND GO NORTHERLY ON STATE ROUTE
 GA2039'66 FOR 1.6
 GA2039'MILES TO WHERE STATE ROUTE 66 BEARS RIGHT AND NEW CHESTNUT GROVE
 GA2039'ROAD CONTINUES
 GA2039'STRAIGHT AHEAD.  * HERE CONTINUE STRAIGHT AHEAD NORTH
 GA2039'AND NORTHWESTERLY FOR 1.5 MILES
 GA2039'ALONG CHESTNUT GROVE ROAD TO AN OILED
 GA2039'T CROSSROAD, TURN RIGHT AND GO NORTHEASTERLY ON
 GA2039'THE OILED ROAD FOR
 GA2039'0.1 OF A MILE TO A GRAVELED T ROAD RIGHT.  HERE TURN RIGHT ON THE
 GA2039'GRAVELED ROAD
 GA2039'AND GO EAST-SOUTHEASTERLY FOR 0.6 OF A MILE TO A
 GA2039'GRAVELED FARM DRIVE ON THE LEFT,
 GA2039'TURN LEFT ON THE FARM DRIVE AND GO
 GA2039'NORTHEASTERLY FOR 0.1 OF A MILE TO THE LEONARD
 GA2039'PATTERSON FARM
 GA2039'BUILDINGS ON THE LEFT AND THE STATION IN BACK OF HOUSE AS
 GA2039'DESCRIBED.
 GA2039'
 GA2039'THE STATION IS 83 FEET NORTH OF THE NORTHEAST CORNER OF THE MAIN
 GA2039'SECTION OF A LARGE
 GA2039'L SHAPED FRAME HOUSE, 28.7 FEET SOUTH OF THE
 GA2039'SOUTHEAST CORNER OF A SMALL WOODEN
 GA2039'BUILDING, 26.5 FEET SOUTHEAST OF
 GA2039'THE SOUTHWEST CORNER OF THE SMALL WOODEN BUILDING, 6
 GA2039'FEET SOUTH OF A
 GA2039'WIRE FENCE AND GRAPE TRELLIS, AND IN A SMALL TENDED AREA OF LAWN NEAR
 GA2039'THE NORTHWEST
 GA2039'CORNER OF A GARDEN PLOT.  IT IS A STANDARD DISK SET IN
 GA2039'THE TOP OF A 10-INCH, SQUARE,
 GA2039'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2039'IS STAMPED MANIS 1961.
 GA2039'
 GA2039'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GA2039'MAIN SECTION OF
 GA2039'THE HOUSE, 36 FEET EAST OF THE NORTHEAST CORNER OF
 GA2039'THE NORTH ELL OF THE HOUSE AND IN
 GA2039'A TENDED AREA.  IT IS A STANDARD
 GA2039'DISK CEMENTED IN A DRILL HOLE IN A RECTANGULAR
 GA2039'SHAPED BLOCK OF
 GA2039'CONCRETE THAT PROJECTS 4 INCHES ABOVE THE SURFACE AND THE DISK IS
 GA2039'STAMPED MANIS
 GA2039'NO 1 1961.
 GA2039'
 GA2039'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE WIRE FENCE AND GRAPE
 GA2039'TRELLIS AND 1.0
 GA2039'FOOT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GA2039'SMALL WOODEN BUILDING.  IT IS A
 GA2039'STANDARD DISK SET IN THE TOP OF A
 GA2039'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2039'DISK IS STAMPED
 GA2039'MANIS NO 2 1961.
 GA2039'
 GA2039'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2039'REFERENCE MARK NO.
 GA2039'2 IS 50.50 FEET-15.391 METERS.
 GA2039'
 GA2039'THE AZIMUTH MARK (BM T 237 1961) IS ALONG THE NORTHWEST SIDE OF
 GA2039'INTERSTATE ROUTE
 GA2039'40 ABOUT 1.0 MILE EAST-NORTHEAST OF THE STATION, 142
 GA2039'FEET NORTHWEST OF THE APPROXIMATE
 GA2039'CENTER OF THE MEDIAN OF INTERSTATE
 GA2039'40, 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2039'STATE ROUTE 66,
 GA2039'AND 2.0 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA2039'STANDARD BENCH
 GA2039'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA2039'CONCRETE MONUMENT THAT PROJECTS 5
 GA2039'INCHES AND THE DISK IS STAMPED T
 GA2039'237 1961.
 GA2039'
 GA2039'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 66 AND
 GA2039'THE NEW CHESTNUT
 GA2039'GROVE ROAD IN THE STATION TO-REACH, GO
 GA2039'NORTHEASTERLY ON STATE ROUTE 66 FOR
 GA2039'2.5 MILES TO BENCH MARK T 237 ON
 GA2039'THE RIGHT.
 GA2039'
 GA2039'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.  DUE TO ALL THE
 GA2039'MARKS AT THE
 GA2039'STATION SITE BEING IN A TENDED AREA, NO METAL WITNESS
 GA2039'POSTS WERE SET.
 GA2039
 GA2039                          STATION RECOVERY (1969)
 GA2039
 GA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GA2039'3.5 MI N FROM DANDRIDGE.
 GA2039'THIS MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 GA2039'JUNCTION OF U.S. HIGHWAYS 25W AND 70 AND STATE ROUTES 66 AND 92
 GA2039'JUST NORTHWEST OF THE JEFFERSON COUNTY COURTHOUSE IN DANDRIDGE,
 GA2039'GO NORTHEAST ON U.S. HIGHWAYS 25W AND 70 AND STATE ROUTE 66 FOR
 GA2039'0.9 OF A MILE TO WHERE STATE ROUTE 66 BEARS SHARP LEFT, THENCE
 GA2039'LEFT, NORTHERLY ON STATE ROUTE 66 FOR 1.6 MILES TO WHERE STATE
 GA2039'ROUTE 66 BEARS RIGHT AND NEW CHESTNUT ROAD CONTINUES, CONTINUE
 GA2039'NORTH AND NORTHWESTERLY ON CHESTNUT ROAD FOR 1.5 MILES TO AN
 GA2039'OILED T CROSSROAD, THENCE RIGHT, NORTHEASTERLY ON THE OILED ROAD
 GA2039'FOR 0.1 OF A MILE TO A GRAVELED T ROAD RIGHT, THENCE RIGHT,
 GA2039'EAST-SOUTHEASTERLY ALONG THE GRAVELED ROAD FOR 0.6 OF A MILE TO
 GA2039'A FARM DRIVEWAY ON THE LEFT, THENCE LEFT, NORTHEASTERLY ALONG THE
 GA2039'FARM DRIVE FOR 0.1 OF A MILE TO THE LEONARD PATTERSON FARM
 GA2039'BUILDINGS ON THE LEFT AND THE STATION IN BACK YARD.  IT IS 83 FEET
 GA2039'NORTH OF THE NORTHEAST CORNER OF THE EAST ELL OF A LARGE FRAME
 GA2039'HOUSE, 31.36 FEET NORTH-NORTHEAST OF MANIS R.M. 1, 28.7 FEET SOUTH
 GA2039'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BUILDING, 26.64 FEET
 GA2039'SOUTHEAST OF MANIS R.M. 2, 26.5 FEET SOUTHEAST OF THE SOUTHWEST
 GA2039'CORNER OF THE SMALL BUILDING, 6 FEET SOUTH OF A WIRE FENCE AND
 GA2039'GRAPE TRELLIS, AND IN LAWN AREA NEAR NORTHWEST CORNER OF GARDEN
 GA2039'PLOT.  A TRAVERSE DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2039'MONUMENT.
 GA2039
 GA2039                          STATION RECOVERY (1980)
 GA2039
 GA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2039'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  2 IRON
 GA2039'PINS WERE DRIVEN INTO THE GROUND AT EACH MARK.
 GA2039
 GA2039                          STATION RECOVERY (1980)
 GA2039
 GA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2040 ***********************************************************************
 GA2040  DESIGNATION -  MANIS RM 1
 GA2040  PID         -  GA2040
 GA2040  STATE/COUNTY-  TN/JEFFERSON
 GA2040  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2040
 GA2040                         *CURRENT SURVEY CONTROL
 GA2040  ___________________________________________________________________
 GA2040* NAD 83(1986)-  36 03 33.     (N)    083 24 22.     (W)     SCALED    
 GA2040* NAVD 88     -       430.193  (meters)    1411.39   (feet)  ADJUSTED  
 GA2040  ___________________________________________________________________
 GA2040  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2040  DYNAMIC HT  -         429.792 (meters)    1410.08  (feet)  COMP
 GA2040  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 GA2040
 GA2040  VERT ORDER  -  SECOND    CLASS 0
 GA2040
 GA2040.The horizontal coordinates were scaled from a topographic map and have
 GA2040.an estimated accuracy of +/- 6 seconds.
 GA2040
 GA2040.The orthometric height was determined by differential leveling
 GA2040.and adjusted by the National Geodetic Survey in June 1991..
 GA2040
 GA2040.The geoid height was determined by GEOID03.
 GA2040
 GA2040.The dynamic height is computed by dividing the NAVD 88
 GA2040.geopotential number by the normal gravity value computed on the
 GA2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2040.degrees latitude (g = 980.6199 gals.).
 GA2040
 GA2040.The modeled gravity was interpolated from observed gravity values.
 GA2040
 GA2040;                    North         East    Units  Estimated Accuracy
 GA2040;SPC TN       -   194,580.      833,660.      MT  (+/- 180 meters Scaled)
 GA2040
 GA2040                          SUPERSEDED SURVEY CONTROL
 GA2040
 GA2040  NGVD 29 (??/??/92)  430.347  (m)         1411.90   (f) ADJ UNCH    2 0
 GA2040
 GA2040.Superseded values are not recommended for survey control.
 GA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2040.See file dsdata.txt to determine how the superseded data were derived.
 GA2040
 GA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV832931(NAD 83)
 GA2040_MARKER: DR = REFERENCE MARK DISK
 GA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2040_STAMPING: MANIS NO 1 1961
 GA2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2040+STABILITY: SURFACE MOTION
 GA2040
 GA2040  HISTORY     - Date     Condition        Report By
 GA2040  HISTORY     - 1961     MONUMENTED       CGS
 GA2040  HISTORY     - 1969     GOOD             NGS
 GA2040  HISTORY     - 1980     GOOD             NGS
 GA2040
 GA2040                          STATION DESCRIPTION
 GA2040
 GA2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2040'3.5 MI N FROM DANDRIDGE.
 GA2040'THIS MARK RECOVERED IN GOOD CONDITION.  THE MARK IS AT THE MANIS
 GA2040'1961 TRAVERSE STATION SITE, 54 FEET NORTH OF THE NORTHEAST CORNER
 GA2040'OF THE EAST ELL OF A LARGE FRAME HOUSE, 50.50 FEET SOUTH OF MANIS
 GA2040'R.M. 2, 36 FEET EAST OF THE NORTHEAST CORNER OF THE NORTH ELL OF
 GA2040'THE HOUSE, 31.36 FEET SOUTH-SOUTHWEST OF MANIS 1961, AND IN A
 GA2040'TENDED AREA.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GA2040'DRILL HOLE IN A RECTANGULAR SHAPED BLOCK OF CONCRETE THAT PROJECTS
 GA2040'4 INCHES ABOVE THE SURFACE AND THE DISK IS STAMPED MANIS NO 1 1961.
 GA2040'NOTE-- DUE TO THE MARKS LOCATION IN A TENDED YARD AREA, NO
 GA2040'WITNESS POST WAS SET.  NOTE-- SEE DESCRIPTION FOR MANIS.
 GA2040
 GA2040                          STATION RECOVERY (1980)
 GA2040
 GA2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2038 ***********************************************************************
 GA2038  DESIGNATION -  MANIS RM 2
 GA2038  PID         -  GA2038
 GA2038  STATE/COUNTY-  TN/JEFFERSON
 GA2038  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2038
 GA2038                         *CURRENT SURVEY CONTROL
 GA2038  ___________________________________________________________________
 GA2038* NAD 83(1986)-  36 03 33.     (N)    083 24 22.     (W)     SCALED    
 GA2038* NAVD 88     -       429.548  (meters)    1409.28   (feet)  ADJUSTED  
 GA2038  ___________________________________________________________________
 GA2038  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2038  DYNAMIC HT  -         429.147 (meters)    1407.96  (feet)  COMP
 GA2038  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 GA2038
 GA2038  VERT ORDER  -  SECOND    CLASS 0
 GA2038
 GA2038.The horizontal coordinates were scaled from a topographic map and have
 GA2038.an estimated accuracy of +/- 6 seconds.
 GA2038
 GA2038.The orthometric height was determined by differential leveling
 GA2038.and adjusted by the National Geodetic Survey in June 1991..
 GA2038
 GA2038.The geoid height was determined by GEOID03.
 GA2038
 GA2038.The dynamic height is computed by dividing the NAVD 88
 GA2038.geopotential number by the normal gravity value computed on the
 GA2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2038.degrees latitude (g = 980.6199 gals.).
 GA2038
 GA2038.The modeled gravity was interpolated from observed gravity values.
 GA2038
 GA2038;                    North         East    Units  Estimated Accuracy
 GA2038;SPC TN       -   194,580.      833,660.      MT  (+/- 180 meters Scaled)
 GA2038
 GA2038                          SUPERSEDED SURVEY CONTROL
 GA2038
 GA2038  NGVD 29 (??/??/92)  429.702  (m)         1409.78   (f) ADJ UNCH    2 0
 GA2038
 GA2038.Superseded values are not recommended for survey control.
 GA2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2038.See file dsdata.txt to determine how the superseded data were derived.
 GA2038
 GA2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV832931(NAD 83)
 GA2038_MARKER: DR = REFERENCE MARK DISK
 GA2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2038_STAMPING: MANIS NO 2 1961
 GA2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2038+STABILITY: SURFACE MOTION
 GA2038
 GA2038  HISTORY     - Date     Condition        Report By
 GA2038  HISTORY     - 1961     MONUMENTED       CGS
 GA2038  HISTORY     - 1969     GOOD             NGS
 GA2038  HISTORY     - 1980     GOOD             NGS
 GA2038
 GA2038                          STATION DESCRIPTION
 GA2038
 GA2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2038'3.5 MI N FROM DANDRIDGE.
 GA2038'THE MARK IS AT THE MANIS 1961 TRAVERSE STATION SITE, 50.50 FEET
 GA2038'NORTH OF MANIS R.M. 1, 26.64 FEET NORTHWEST OF MANIS 1961, 20
 GA2038'FEET NORTH OF A WIRE FENCE AND GRAPE TRELLIS, AND 1.0 FOOT
 GA2038'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BUILDING.
 GA2038'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GA2038'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MANIS NO
 GA2038'2 1961.  NOTE-- DUE TO THE MARKS LOCATION IN A TENDED YARD AREA,
 GA2038'NO WITNESS POST WAS SET.  NOTE-- SEE DESCRIPTION FOR MANIS
 GA2038
 GA2038                          STATION RECOVERY (1980)
 GA2038
 GA2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1920 ***********************************************************************
 GC1920  DESIGNATION -  MANLY
 GC1920  PID         -  GC1920
 GC1920  STATE/COUNTY-  TN/WILLIAMSON
 GC1920  USGS QUAD   -  BELLEVUE (1983)
 GC1920
 GC1920                         *CURRENT SURVEY CONTROL
 GC1920  ___________________________________________________________________
 GC1920* NAD 83(1995)-  36 00 40.11793(N)    086 53 18.73660(W)     ADJUSTED  
 GC1920* NAVD 88     -       182.097  (meters)     597.43   (feet)  ADJUSTED  
 GC1920  ___________________________________________________________________
 GC1920  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC1920  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1920  DYNAMIC HT  -         181.938 (meters)     596.91  (feet)  COMP
 GC1920  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 GC1920
 GC1920  HORZ ORDER  -  SECOND
 GC1920  VERT ORDER  -  SECOND    CLASS 0
 GC1920
 GC1920.The horizontal coordinates were established by classical geodetic methods
 GC1920.and adjusted by the National Geodetic Survey in April 1999..
 GC1920
 GC1920.The orthometric height was determined by differential leveling
 GC1920.and adjusted by the National Geodetic Survey in June 1991..
 GC1920
 GC1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1920
 GC1920.The geoid height was determined by GEOID03.
 GC1920
 GC1920.The dynamic height is computed by dividing the NAVD 88
 GC1920.geopotential number by the normal gravity value computed on the
 GC1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1920.degrees latitude (g = 980.6199 gals.).
 GC1920
 GC1920.The modeled gravity was interpolated from observed gravity values.
 GC1920
 GC1920;                    North         East     Units Scale Factor Converg.
 GC1920;SPC TN       -   186,515.503   519,902.267   MT  0.99995316   -0 31 12.7
 GC1920;SPC TN       -   611,926.28  1,705,712.69   sFT  0.99995316   -0 31 12.7
 GC1920;UTM  16      - 3,985,190.217   510,044.398   MT  0.99960124   +0 03 55.9
 GC1920
 GC1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1920!SPC TN       -   0.99997596  x   0.99995316  =   0.99992912
 GC1920!UTM  16      -   0.99997596  x   0.99960124  =   0.99957721
 GC1920
 GC1920:                Primary Azimuth Mark                     Grid Az
 GC1920:SPC TN       -  MANLY AZ MK                              161 56 25.2
 GC1920:UTM  16      -  MANLY AZ MK                              161 21 16.6
 GC1920
 GC1920|---------------------------------------------------------------------|
 GC1920| PID    Reference Object                     Distance      Geod. Az  |
 GC1920|                                                           dddmmss.s |
 GC1920| GC1918 MANLY AZ MK                                        1612512.5 |
 GC1920| GC1919 MANLY RM 1                           11.807 METERS 17154     |
 GC1920| GC1921 MANLY RM 2                           12.232 METERS 35211     |
 GC1920|---------------------------------------------------------------------|
 GC1920
 GC1920                          SUPERSEDED SURVEY CONTROL
 GC1920
 GC1920  NAD 83(1995)-  36 00 40.12061(N)    086 53 18.73852(W) AD(       ) 2
 GC1920  NAD 83(1995)-  36 00 40.12090(N)    086 53 18.73876(W) AD(       ) 2
 GC1920  NAD 83(1986)-  36 00 40.12865(N)    086 53 18.74008(W) AD(       ) 2
 GC1920  NAD 27      -  36 00 39.90490(N)    086 53 18.73100(W) AD(       ) 2
 GC1920  NGVD 29 (??/??/92)  182.107  (m)          597.46   (f) ADJ UNCH    2 0
 GC1920
 GC1920.Superseded values are not recommended for survey control.
 GC1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1920.See file dsdata.txt to determine how the superseded data were derived.
 GC1920
 GC1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1004485190(NAD 83)
 GC1920_MARKER: DD = SURVEY DISK
 GC1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1920
 GC1920  HISTORY     - Date     Condition        Report By
 GC1920  HISTORY     - 1963     MONUMENTED       TNHD
 GC1920
 GC1920                          STATION DESCRIPTION
 GC1920
 GC1920'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC1920'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF FRANKLIN AND ON EAST
 GC1920'SIDE OF U.S. HIGHWAY 431.
 GC1920'
 GC1920'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND JUNCTION OF
 GC1920'U.S. HIGHWAY 31 AND 431, GO NORTH ON U.S.  HIGHWAY 431 FOR
 GC1920'6.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON U.S. HIGHWAY
 GC1920'431 FOR 0.6 MILE TO MANLY ROAD ON RIGHT AND THE STATION.
 GC1920'
 GC1920'THE STATION IS 39 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1920'431, 2.5 FEET WEST OF A WHITE WOODEN FENCE AND 2.1 FEET WEST OF A
 GC1920'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC1920'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED MANLY 1963.  THE
 GC1920'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GC1920'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1920'
 GC1920'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE APPROXIMATE CENTER OF
 GC1920'U.S. HIGHWAY 431, 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC1920'MANLY ROAD, 7 FEET NORTH OF A 30-INCH WALNUT TREE AND 2 FEET WEST OF
 GC1920'A WHITE WOODEN FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1920'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC1920'THE DISK IS STAMPED MANLY RM-1 1963.
 GC1920'
 GC1920'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE APPROXIMATE CENTER U.S.
 GC1920'HIGHWAY 431 AND 1.9 FEET WEST OF A WHITE WOODEN FENCE.  IT IS A
 GC1920'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC1920'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MANLY RM-2 1963.
 GC1920'
 GC1920'THE AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER U.S.
 GC1920'HIGHWAY 431, 37 FEET NORTH OF THE APPROXIMATE CENTER OF HARPETH
 GC1920'HILLS ROAD, 2.6 FEET WEST OF UTILITY POLE NO. 185-1/2 AND 1.7 FEET
 GC1920'WEST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1920'DEPARTMENT DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE
 GC1920'DISK IS STAMPED MANLY AZI 1963.
 GC1920'
 GC1920'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2238 ***********************************************************************
 FE2238  DESIGNATION -  MANN
 FE2238  PID         -  FE2238
 FE2238  STATE/COUNTY-  TN/CARROLL
 FE2238  USGS QUAD   -  PALMER SHELTER (1973)
 FE2238
 FE2238                         *CURRENT SURVEY CONTROL
 FE2238  ___________________________________________________________________
 FE2238* NAD 83(1995)-  35 56 18.89680(N)    088 24 26.49349(W)     ADJUSTED  
 FE2238* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 FE2238  ___________________________________________________________________
 FE2238  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FE2238  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE2238
 FE2238  HORZ ORDER  -  SECOND
 FE2238
 FE2238.The horizontal coordinates were established by classical geodetic methods
 FE2238.and adjusted by the National Geodetic Survey in April 1999..
 FE2238
 FE2238.The orthometric height was scaled from a topographic map.
 FE2238
 FE2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2238
 FE2238.The geoid height was determined by GEOID03.
 FE2238
 FE2238;                    North         East     Units Scale Factor Converg.
 FE2238;SPC TN       -   180,772.361   382,808.182   MT  0.99995006   -1 24 33.7
 FE2238;SPC TN       -   593,083.99  1,255,929.84   sFT  0.99995006   -1 24 33.7
 FE2238;UTM  16      - 3,978,051.536   373,055.767   MT  0.99979857   -0 49 34.0
 FE2238
 FE2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2238!SPC TN       -   0.99997902  x   0.99995006  =   0.99992908
 FE2238!UTM  16      -   0.99997902  x   0.99979857  =   0.99977760
 FE2238
 FE2238|---------------------------------------------------------------------|
 FE2238| PID    Reference Object                     Distance      Geod. Az  |
 FE2238|                                                           dddmmss.s |
 FE2238| CG4493 MANN RM 2                            32.693 METERS 07426     |
 FE2238| CG4494 MANN RM 3                            33.955 METERS 08226     |
 FE2238| CG4491 MANN AZ MK                                         1525913.0 |
 FE2238| FE2237 LEACH LOT                           APPROX. 7.2 KM 2464506.5 |
 FE2238| FE2236 HUNTINGDON RAD STA KIC 359 MST      APPROX. 6.8 KM 3391534.7 |
 FE2238| GD1483 HUNTINGDON MUNICIPAL TANK           APPROX. 7.3 KM 3475431.3 |
 FE2238| CG4492 MANN RM 1                            33.013 METERS 35758     |
 FE2238|---------------------------------------------------------------------|
 FE2238
 FE2238                          SUPERSEDED SURVEY CONTROL
 FE2238
 FE2238  NAD 83(1995)-  35 56 18.89910(N)    088 24 26.49983(W) AD(       ) 2
 FE2238  NAD 83(1986)-  35 56 18.90728(N)    088 24 26.49363(W) AD(       ) 2
 FE2238  NAD 27      -  35 56 18.68400(N)    088 24 26.31400(W) AD(       ) 2
 FE2238
 FE2238.Superseded values are not recommended for survey control.
 FE2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2238.See file dsdata.txt to determine how the superseded data were derived.
 FE2238
 FE2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7305678052(NAD 83)
 FE2238_MARKER: DS = TRIANGULATION STATION DISK
 FE2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2238
 FE2238  HISTORY     - Date     Condition        Report By
 FE2238  HISTORY     - 1934     MONUMENTED       CGS
 FE2238  HISTORY     - 1958     GOOD             CGS
 FE2238  HISTORY     - 1972     GOOD             TVA
 FE2238
 FE2238                          STATION DESCRIPTION
 FE2238
 FE2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2238'ABOUT 5 MILES SOUTH OF HUNTINGDON, ON HIGH HILL, IN PEACH ORCHARD,
 FE2238'ABOUT 200 YARDS WEST OF ROUTE 22, ON PROPERTY OWNED BY M. A. WEAVER
 FE2238'AND TENANTED BY ARTHUR MANN, AND ABOUT 50 YARDS BACK OF (SOUTHWEST
 FE2238'OF) HOUSE. TO REACH FROM COURTHOUSE IN HUNTINGDON, GO SOUTH 4.5
 FE2238'MILES ON ROUTE 22, THENCE TO RIGHT ALONG DIM FARM ROAD TO HOME OF MR.
 FE2238'MANN AND STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2238'STATION DISKS IN CONCRETE. REFERENCE AND AZIMUTH
 FE2238'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS
 FE2238'SLIGHTLY LOWER IN ELEVATION THAN AND 108.6 FEET
 FE2238'(SLOPE DISTANCE) FROM STATION. NO. 2 (NOT
 FE2238'NUMBERED) IS 107.26 FEET FROM STATION.
 FE2238'AZIMUTH MARK IS IN FRONT YARD OF CLAUDE DAVIS, 27 FEET WEST OF CENTER
 FE2238'LINE OF ROUTE 22, ABOUT 4 FEET NORTH OF FENCE CORNER, AND ABOUT
 FE2238'0.25 MILE FROM STATION. BEARING FROM
 FE2238'STATION TO NORTHWEST CHIMNEY OF HOUSE ON WEST SIDE OF ROAD AND
 FE2238'SURROUNDED BY THREE SHEDS, DISTANT 0.5 MILE, S 18 DEG 03 MIN E..
 FE2238
 FE2238                          STATION RECOVERY (1958)
 FE2238
 FE2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2238'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 FE2238'FOUND IN GOOD CONDITION. REFERENCE MARK 2 WAS KNOCKED OUT BY
 FE2238'CULTIVATION AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 FE2238'
 FE2238'THE STATION IS NOW ON PROPERTY OWNED BY MR. A. MANN. IT IS 184 FEET
 FE2238'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE INSTEAD OF 50
 FE2238'YARDS AS MENTIONED IN THE 1934 DESCRIPTION, 9 FEET SOUTHEAST OF A
 FE2238'WHITE WITNESS POST AND 6 FEET SOUTH OF A FENCE. THE MONUMENT
 FE2238'PROJECTS 6 INCHES AND THE DISK IS STAMPED MANN 1934.
 FE2238'
 FE2238'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 AND THE AZIMUTH MARK
 FE2238'CHECKED. IN 1934 A SLOPE MEASUREMENT TO REFERENCE MARK 1 WAS USED.
 FE2238'THE MEASUREMENT CHECKED BUT AT THIS TIME A HORIZONAL MEASUREMENT WAS
 FE2238'MADE.
 FE2238'
 FE2238'REFERENCE MARK 1 IS 100 FEET NORTH OF THE WHITE WITNESS POST AND 1
 FE2238'FOOT SOUTH OF A FENCE. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 FE2238'STAMPED MANN NO 1 1934.
 FE2238'
 FE2238'REFERENCE MARK 3 IS 22 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 FE2238'SHED, 18 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 FE2238'FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MANN NO
 FE2238'3 1958.
 FE2238'
 FE2238'THE AZIMUTH MARK IS STILL 27 FEET WEST OF THE CENTERLINE OF STATE
 FE2238'HIGHWAY 22 AND 4 FEET NORTH OF THE FENCE CORNER. IT IS ALSO 78 FEET
 FE2238'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. CLAUDE DAVISS HOUSE AND 4
 FE2238'FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 6
 FE2238'INCHES AND THE DISK IS STAMPED MANN 1958.
 FE2238'
 FE2238'THE TO REACH TO THE STATION AND AZIMUTH MARK ARE ADEQUATE.
 FE2238'
 FE2238'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FE2238
 FE2238                          STATION RECOVERY (1972)
 FE2238
 FE2238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2238'CONDITION OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN 1934.
 FE2238'
 FE2238'DESCRIPTION IS GOOD.
 FE2238'
 FE2238'TVA POST AND SIGN SET.
 FE2238'
 FE2238'MANN AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN 1934
 FE2238'(AZIMUTH).
 FE2238'
 FE2238'STATION IS 26 FT WEST OF CENTERLINE HWY. 22.
 FE2238'10.9 N FROM A FENCE CORNER.
 FE2238'9.0 N 15 E FROM POWER POLE NO. 103.
 FE2238'
 FE2238'MANN RM 1-OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN NO. 1 1934.
 FE2238'
 FE2238'DESCRIPTION IS GOOD.
 FE2238'
 FE2238'MANN RM 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN NO. 3 1934.
 FE2238'
 FE2238'DESCRIPTION IS GOOD.
 FE2238'
 FE2238'DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MILES S OF HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2217 ***********************************************************************
 FE2217  DESIGNATION -  MAPLE
 FE2217  PID         -  FE2217
 FE2217  STATE/COUNTY-  TN/CARROLL
 FE2217  USGS QUAD   -  HOLLADAY (1987)
 FE2217
 FE2217                         *CURRENT SURVEY CONTROL
 FE2217  ___________________________________________________________________
 FE2217* NAD 83(1995)-  35 51 20.29417(N)    088 14 16.18172(W)     ADJUSTED  
 FE2217* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FE2217  ___________________________________________________________________
 FE2217  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2217  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2217
 FE2217  HORZ ORDER  -  SECOND
 FE2217
 FE2217.The horizontal coordinates were established by classical geodetic methods
 FE2217.and adjusted by the National Geodetic Survey in April 1999..
 FE2217
 FE2217.The orthometric height was scaled from a topographic map.
 FE2217
 FE2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2217
 FE2217.The geoid height was determined by GEOID03.
 FE2217
 FE2217;                    North         East     Units Scale Factor Converg.
 FE2217;SPC TN       -   171,208.896   397,890.083   MT  0.99994847   -1 18 36.4
 FE2217;SPC TN       -   561,707.85  1,305,411.05   sFT  0.99994847   -1 18 36.4
 FE2217;UTM  16      - 3,968,643.961   388,231.755   MT  0.99975393   -0 43 30.5
 FE2217
 FE2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2217!SPC TN       -   0.99997054  x   0.99994847  =   0.99991901
 FE2217!UTM  16      -   0.99997054  x   0.99975393  =   0.99972448
 FE2217
 FE2217:                Primary Azimuth Mark                     Grid Az
 FE2217:SPC TN       -  RUSSELL FIELD LOT WT 1                   070 23 11.9
 FE2217:UTM  16      -  RUSSELL FIELD LOT WT 1                   069 48 06.0
 FE2217
 FE2217|---------------------------------------------------------------------|
 FE2217| PID    Reference Object                     Distance      Geod. Az  |
 FE2217|                                                           dddmmss.s |
 FE2217| FE2214 RUSSELL FIELD LOT WT 1              APPROX.19.2 KM 0690435.5 |
 FE2217| CG4498 MAPLE RM 1                           27.913 METERS 13049     |
 FE2217| FE2216 MAPLE CREEK LOT                       9.540 METERS 16318     |
 FE2217| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX.10.5 KM 1995715.5 |
 FE2217| FE2229 NATCHEZ                             APPROX. 8.6 KM 2031453.8 |
 FE2217| CG4499 MAPLE RM 2                           21.821 METERS 21208     |
 FE2217| CG4500 MAPLE RM 3                           27.036 METERS 26604     |
 FE2217|---------------------------------------------------------------------|
 FE2217
 FE2217                          SUPERSEDED SURVEY CONTROL
 FE2217
 FE2217  NAD 83(1995)-  35 51 20.29612(N)    088 14 16.18775(W) AD(       ) 2
 FE2217  NAD 83(1986)-  35 51 20.30424(N)    088 14 16.18232(W) AD(       ) 2
 FE2217  NAD 27      -  35 51 20.07560(N)    088 14 16.02870(W) AD(       ) 2
 FE2217
 FE2217.Superseded values are not recommended for survey control.
 FE2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2217.See file dsdata.txt to determine how the superseded data were derived.
 FE2217
 FE2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8823268644(NAD 83)
 FE2217_MARKER: DS = TRIANGULATION STATION DISK
 FE2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2217
 FE2217  HISTORY     - Date     Condition        Report By
 FE2217  HISTORY     - 1959     MONUMENTED       CGS
 FE2217  HISTORY     - 1972     GOOD             TVA
 FE2217
 FE2217                          STATION DESCRIPTION
 FE2217
 FE2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2217'THE STATION IS LOCATED IN THE NATCHEZ TRACE STATE FOREST, ABOUT 16
 FE2217'MILES SOUTH-SOUTHWEST OF CAMDEN, ABOUT 12 MILES SOUTH OF
 FE2217'BRUCETON, ABOUT 1 MILE SOUTHEAST OF A DAM AT MAPLE LAKE, 45 FEET
 FE2217'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING, 23 FEET
 FE2217'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 4 FEET SOUTH OF A
 FE2217'WITNESS SIGN. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE2217'AND THE DISK IS STAMPED MAPLE 1959.
 FE2217'
 FE2217'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO SOUTH ON
 FE2217'STATE HIGHWAY NO. 69 FOR 1.35 MILES TO A SIGN NATCHEZ TRACE STATE
 FE2217'PARK 25 MILES AND A SIDE ROAD ON THE RIGHT JUST AFTER PASSING UNDER
 FE2217'AN OVERPASS. HERE TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD
 FE2217'FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK STRAIGHT AHEAD AND GO
 FE2217'SOUTHWEST FOR 8.8 MILES TO A SIGN NATCHEZ TRACE STATE PARK 16
 FE2217'MILES AND A SIDE ROAD ON THE LEFT. HERE TURN SHARP LEFT AND GO
 FE2217'SOUTHERLY FOR 2.35 MILES TO THE END OF THE PAVED ROAD AND A
 FE2217'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 4.5 MILES TO A SIGN
 FE2217'WORLDS LARGEST PECAN TREE, CONTINUE SOUTHERLY ON THE GRAVELED ROAD
 FE2217'FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT
 FE2217'AND GO ABOUT 100 YARDS TO A LOOKOUT TOWER AND THE STATION AS
 FE2217'DESCRIBED.
 FE2217'
 FE2217'REFERENCE MARK NO. 1 IS 59 FEET EAST OF THE SOUTHEAST LEG OF THE
 FE2217'LOOKOUT TOWER AND 35 FEET NORTH OF THE DRIVEWAY LEADING TO
 FE2217'THE LOOKOUT TOWER. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE2217'GROUND AND THE DISK IS STAMPED MAPLE NO 1 1959.
 FE2217'
 FE2217'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 FE2217'LOOKOUT TOWER, 24 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FE2217'BUILDING AND 1 FOOT EAST OF A TELEPHONE POLE. THE MARK IS SET FLUSH
 FE2217'WITH THE SURFACE OF THE GROUND AND AND THE DISK IS STAMPED MAPLE NO 2
 FE2217'1959.
 FE2217'
 FE2217'REFERENCE MARK NO. 3 IS 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE2217'A SMALL BUILDING AND IS ABOUT 4 FEET LOWER THAN THE STATION. THE MARK
 FE2217'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FE2217'MAPLE NO 3 1959.
 FE2217'
 FE2217'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND AND NONE WAS
 FE2217'ESTABLISHED.
 FE2217'
 FE2217'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE MAPLE
 FE2217'CREEK LOOKOUT TOWER. ONLY ONE POINTING WAS TAKEN FOR DIRECTION AS
 FE2217'THE TOWER WAS TO CLOSE FOR ACCURATE POINTINGS. THE LOOKOUT TOWER IS A
 FE2217'4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB, IS GREY IN
 FE2217'COLOR AND HAS AN OVER-ALL HEIGHT OF ABOUT 50 FEET. THE TOP AND CENTER
 FE2217'OF THE CAB WAS THE POINT INTERSECTED.
 FE2217'
 FE2217'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FE2217
 FE2217                          STATION RECOVERY (1972)
 FE2217
 FE2217'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2217'CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE STATION MARK
 FE2217'1959 USC AND GS.
 FE2217'
 FE2217'SEE ORIGINAL DESCRIPTION.
 FE2217'
 FE2217'NOTE--NEWER TOWER HAS BEEN BUILT AND SHIFTED + OR - 25.0 FEET
 FE2217'WEST OF OLD TOWER.  CHANGE DESCRIPTION TO READ 19.0 FT. FROM
 FE2217'NORTH EAST LEG.  FIRE TOWER W.T. 13.
 FE2217'
 FE2217'COAST AND GEODETIC POST AND SIGN.
 FE2217'
 FE2217'MAPLE RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE NO 1 1959
 FE2217'USC AND GS.
 FE2217'
 FE2217'CHANGE DESCRIPTION TO READ 73.0 FT FROM S.E. LEG OF TOWER.
 FE2217'
 FE2217'MAPLE RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE NO 2 1959
 FE2217'USC AND GS.
 FE2217'
 FE2217'CHANGE DESCRIPTION TO REACH 27.0 FT. FROM S.W. LEG OF TOWER.
 FE2217'
 FE2217'MAPLE RM NO 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE NO 3 1959
 FE2217'USC AND GS.
 FE2217'
 FE2217'DISTANCE AND DIRECTION FROM NEAREST TOWN 16.0 MI. S.W. OF CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2216 ***********************************************************************
 FE2216  DESIGNATION -  MAPLE CREEK LOT
 FE2216  PID         -  FE2216
 FE2216  STATE/COUNTY-  TN/CARROLL
 FE2216  USGS QUAD   -  HOLLADAY (1987)
 FE2216
 FE2216                         *CURRENT SURVEY CONTROL
 FE2216  ___________________________________________________________________
 FE2216* NAD 83(1995)-  35 51 19.99771(N)    088 14 16.07246(W)     ADJUSTED  
 FE2216* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FE2216  ___________________________________________________________________
 FE2216  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2216  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2216
 FE2216  HORZ ORDER  -  THIRD
 FE2216
 FE2216.The horizontal coordinates were established by classical geodetic methods
 FE2216.and adjusted by the National Geodetic Survey in April 1999..
 FE2216.No horizontal observational check was made to the station.
 FE2216
 FE2216.The orthometric height was scaled from a topographic map.
 FE2216
 FE2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2216
 FE2216.The geoid height was determined by GEOID03.
 FE2216
 FE2216;                    North         East     Units Scale Factor Converg.
 FE2216;SPC TN       -   171,199.699   397,892.615   MT  0.99994847   -1 18 36.3
 FE2216;SPC TN       -   561,677.68  1,305,419.35   sFT  0.99994847   -1 18 36.3
 FE2216;UTM  16      - 3,968,634.792   388,234.380   MT  0.99975392   -0 43 30.4
 FE2216
 FE2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2216!SPC TN       -   0.99997054  x   0.99994847  =   0.99991901
 FE2216!UTM  16      -   0.99997054  x   0.99975392  =   0.99972447
 FE2216
 FE2216                          SUPERSEDED SURVEY CONTROL
 FE2216
 FE2216  NAD 83(1995)-  35 51 19.99966(N)    088 14 16.07848(W) AD(       ) 4
 FE2216  NAD 83(1986)-  35 51 20.00777(N)    088 14 16.07305(W) AD(       ) 4
 FE2216  NAD 27      -  35 51 19.77900(N)    088 14 15.91900(W) AD(       ) 3
 FE2216
 FE2216.Superseded values are not recommended for survey control.
 FE2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2216.See file dsdata.txt to determine how the superseded data were derived.
 FE2216
 FE2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8823468635(NAD 83)
 FE2216_MARKER: 57 = LOOKOUT TOWER
 FE2216_MARK LOGO: CGS   
 FE2216
 FE2216  HISTORY     - Date     Condition        Report By
 FE2216  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2216
 FE2216                          STATION DESCRIPTION
 FE2216
 FE2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE2216'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO SOUTH ON
 FE2216'STATE HIGHWAY NO. 69 FOR 1.35 MILES TO A SIGN NATCHEZ TRACE STATE
 FE2216'PARK 25 MILES AND A SIDE ROAD ON THE RIGHT JUST AFTER PASSING UNDER
 FE2216'AN OVERPASS. HERE TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD
 FE2216'FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK STRAIGHT AHEAD AND GO
 FE2216'SOUTHWEST FOR 8.8 MILES TO A SIGN NATCHEZ TRACE STATE PARK 16
 FE2216'MILES AND A SIDE ROAD ON THE LEFT. HERE TURN SHARP LEFT AND GO
 FE2216'SOUTHERLY FOR 2.35 MILES TO THE END OF THE PAVED ROAD AND A
 FE2216'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 4.5 MILES TO A SIGN
 FE2216'WORLDS LARGEST PECAN TREE, CONTINUE SOUTHERLY ON THE GRAVELED ROAD
 FE2216'FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT
 FE2216'AND GO ABOUT 100 YARDS TO A LOOKOUT TOWER.
 FE2216'THE LOOKOUT TOWER IS A
 FE2216'4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB, IS GREY IN
 FE2216'COLOR AND HAS AN OVER-ALL HEIGHT OF ABOUT 50 FEET. THE TOP AND CENTER
 FE2216'OF THE CAB WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2559 ***********************************************************************
 GB2559  DESIGNATION -  MAPLES
 GB2559  PID         -  GB2559
 GB2559  STATE/COUNTY-  TN/ANDERSON
 GB2559  USGS QUAD   -  LAKE CITY (1973)
 GB2559
 GB2559                         *CURRENT SURVEY CONTROL
 GB2559  ___________________________________________________________________
 GB2559* NAD 83(1995)-  36 12 21.18258(N)    084 07 44.12561(W)     ADJUSTED  
 GB2559* NAVD 88     -       354.0    (meters)    1161.     (feet)  VERTCON   
 GB2559  ___________________________________________________________________
 GB2559  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 GB2559  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GB2559
 GB2559  HORZ ORDER  -  SECOND
 GB2559
 GB2559.The horizontal coordinates were established by classical geodetic methods
 GB2559.and adjusted by the National Geodetic Survey in April 1999..
 GB2559
 GB2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2559
 GB2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2559
 GB2559.The geoid height was determined by GEOID03.
 GB2559
 GB2559;                    North         East     Units Scale Factor Converg.
 GB2559;SPC TN       -   209,367.974   768,248.139   MT  0.99996940   +1 05 43.4
 GB2559;SPC TN       -   686,901.43  2,520,494.10   sFT  0.99996940   +1 05 43.4
 GB2559;UTM  16      - 4,010,606.361   758,121.928   MT  1.00042101   +1 41 48.7
 GB2559
 GB2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2559!SPC TN       -   0.99994920  x   0.99996940  =   0.99991860
 GB2559!UTM  16      -   0.99994920  x   1.00042101  =   1.00037019
 GB2559
 GB2559|---------------------------------------------------------------------|
 GB2559| PID    Reference Object                     Distance      Geod. Az  |
 GB2559|                                                           dddmmss.s |
 GB2559| DB9680 MAPLES RM 1                          19.964 METERS 07733     |
 GB2559| GB0701 CARDEN                              APPROX. 2.6 KM 1345303.4 |
 GB2559| DB9681 MAPLES RM 2                          17.065 METERS 16445     |
 GB2559|---------------------------------------------------------------------|
 GB2559
 GB2559                          SUPERSEDED SURVEY CONTROL
 GB2559
 GB2559  NAD 83(1995)-  36 12 21.18613(N)    084 07 44.12934(W) AD(       ) 2
 GB2559  NAD 83(1995)-  36 12 21.18688(N)    084 07 44.12933(W) AD(       ) 2
 GB2559  NAD 83(1986)-  36 12 21.19430(N)    084 07 44.12533(W) AD(       ) 2
 GB2559  NAD 27      -  36 12 20.91820(N)    084 07 44.41610(W) AD(       ) 2
 GB2559  NGVD 29 (07/19/86)  354.1    (m)         1162.     (f) VERT ANG       
 GB2559
 GB2559.Superseded values are not recommended for survey control.
 GB2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2559.See file dsdata.txt to determine how the superseded data were derived.
 GB2559
 GB2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5812210606(NAD 83)
 GB2559_MARKER: DE = TRAVERSE STATION DISK
 GB2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2559
 GB2559  HISTORY     - Date     Condition        Report By
 GB2559  HISTORY     - 1961     MONUMENTED       CGS
 GB2559  HISTORY     - 1973     GOOD             TVA
 GB2559
 GB2559                          STATION DESCRIPTION
 GB2559
 GB2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2559'THE STATION IS LOCATED ABOUT 2 MILES EAST OF LAKE CITY AND ABOUT 1
 GB2559'MILE NORTHWEST OF
 GB2559'CLINCH RIVER.
 GB2559'
 GB2559'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTH ON
 GB2559'U. S.  HIGHWAY 25W FOR
 GB2559'0.15 MILE TO 4TH STREET, TURN LEFT, EAST, ON 4TH
 GB2559'STREET AND CONTINUE ON AN OIL ROAD
 GB2559'FOR 1.55 MILES TO A SIDE ROAD ON
 GB2559'THE RIGHT AT A BRIDGE, TURN RIGHT, SOUTH, CROSSING
 GB2559'THE BRIDGE AND GO
 GB2559'0.65 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, WEST AND SOUTH,
 GB2559'AND GO 0.7 MILE TO
 GB2559'A T ROAD, TURN LEFT, SOUTH, AND GO 0.4 MILE TO A
 GB2559'DRIVEWAY ON THE LEFT, TURN LEFT AND
 GB2559'GO 0.25 MILE TO A HOUSE, TURN
 GB2559'LEFT ALONG EDGE OF WOODS FOR 0.05 MILE TO A ROAD AND
 GB2559'PIPE LINE ON THE
 GB2559'RIGHT, TURN RIGHT, UP HILL, AND GO 0.1 MILE TO THE TOP OF THE HILL
 GB2559'AND A DIM TRACK
 GB2559'ROAD ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO THE
 GB2559'STATION.
 GB2559'
 GB2559'THE STATION IS 1.9 FEET NORTHEAST OF A WITNESS POST ON THE SOUTHEAST
 GB2559'SLOPE OF A HILL ABOUT 100
 GB2559'YARDS FROM THE TOP.  IT IS A STANDARD TRAVERSE DISK,
 GB2559'PROJECTING 1 INCH, AND IS STAMPED
 GB2559'MAPLES 1961.
 GB2559'
 GB2559'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A TRACK ROAD AND ABOUT 4
 GB2559'FEET LOWER THAN THE
 GB2559'STATION.  IT IS A STANDARD DISK, PROJECTING 2 INCHES, AND IS
 GB2559'STAMPED MAPLES NO 1 1961.
 GB2559'
 GB2559'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A TRACK ROAD AND ABOUT 3
 GB2559'FEET LOWER THAN THE
 GB2559'STATION.  IT IS A STANDARD DISK, PROJECTING 2 INCHES, AND IS
 GB2559'STAMPED MAPLES NO 2 1961.
 GB2559'
 GB2559'TRAVERSE STATION CARDEN WILL SERVE AS AN AZIMUTH MARK.
 GB2559'
 GB2559'HEIGHT OF LIGHT ABOVE STATION MARK 22.02 METERS.
 GB2559
 GB2559                          STATION RECOVERY (1973)
 GB2559
 GB2559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB2559'MAPLES RECOVERED IN GOOD CONDITION.
 GB2559'
 GB2559'MAPLES 1961 FOUND STAMPED ON THE POINT.
 GB2559'
 GB2559'DESCRIPTION OK.
 GB2559'REF. NO. 1 RECOVERED IN GOOD CONDITION.
 GB2559'REF. NO. 2 RECOVERED IN GOOD CONDITION.  DES. OK.
 GB2559'
 GB2559'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES EAST OF
 GB2559'LAKE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2568 ***********************************************************************
 GC2568  DESIGNATION -  MARION
 GC2568  PID         -  GC2568
 GC2568  STATE/COUNTY-  TN/DICKSON
 GC2568  USGS QUAD   -  SLAYDEN (1983)
 GC2568
 GC2568                         *CURRENT SURVEY CONTROL
 GC2568  ___________________________________________________________________
 GC2568* NAD 83(1995)-  36 19 01.84480(N)    087 26 21.33918(W)     ADJUSTED  
 GC2568* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 GC2568  ___________________________________________________________________
 GC2568  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GC2568  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2568
 GC2568  HORZ ORDER  -  SECOND
 GC2568
 GC2568.The horizontal coordinates were established by classical geodetic methods
 GC2568.and adjusted by the National Geodetic Survey in April 1999..
 GC2568
 GC2568.The orthometric height was scaled from a topographic map.
 GC2568
 GC2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2568
 GC2568.The geoid height was determined by GEOID03.
 GC2568
 GC2568;                    North         East     Units Scale Factor Converg.
 GC2568;SPC TN       -   221,059.380   470,759.306   MT  0.99998387   -0 50 33.4
 GC2568;SPC TN       -   725,258.98  1,544,482.82   sFT  0.99998387   -0 50 33.4
 GC2568;UTM  16      - 4,019,218.705   460,569.482   MT  0.99961916   -0 15 36.6
 GC2568
 GC2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2568!SPC TN       -   0.99996566  x   0.99998387  =   0.99994953
 GC2568!UTM  16      -   0.99996566  x   0.99961916  =   0.99958483
 GC2568
 GC2568|---------------------------------------------------------------------|
 GC2568| PID    Reference Object                     Distance      Geod. Az  |
 GC2568|                                                           dddmmss.s |
 GC2568| CG6849 MARION RM 1                          49.341 METERS 05955     |
 GC2568| CG6850 MARION RM 2                          47.381 METERS 20617     |
 GC2568| CG6848 MARION AZ MK                                       2262358.8 |
 GC2568|---------------------------------------------------------------------|
 GC2568
 GC2568                          SUPERSEDED SURVEY CONTROL
 GC2568
 GC2568  NAD 83(1995)-  36 19 01.84602(N)    087 26 21.34150(W) AD(       ) 2
 GC2568  NAD 83(1995)-  36 19 01.84825(N)    087 26 21.34321(W) AD(       ) 2
 GC2568  NAD 83(1986)-  36 19 01.85444(N)    087 26 21.34232(W) AD(       ) 2
 GC2568  NAD 27      -  36 19 01.66000(N)    087 26 21.30300(W) AD(       ) 2
 GC2568
 GC2568.Superseded values are not recommended for survey control.
 GC2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2568.See file dsdata.txt to determine how the superseded data were derived.
 GC2568
 GC2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6056919219(NAD 83)
 GC2568_MARKER: DS = TRIANGULATION STATION DISK
 GC2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2568
 GC2568  HISTORY     - Date     Condition        Report By
 GC2568  HISTORY     - 1934     MONUMENTED       CGS
 GC2568  HISTORY     - 1953     GOOD             CGS
 GC2568
 GC2568                          STATION DESCRIPTION
 GC2568
 GC2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2568'ABOUT 1 MILE SOUTH-SOUTHWEST OF MARION POST OFFICE, ON MARION-SLAYDEN
 GC2568'ROAD, IN CULTIVATED FIELD ON PROPERTY OF MR.  WARNEY SUGS OF
 GC2568'MARION, 27 FEET SOUTH OF CENTER LINE OF SIDE ROAD, AND 26 FEET
 GC2568'WEST-NORTHWEST OF CENTER LINE OF COUNTY ROAD.  TO REACH FROM
 GC2568'JUNCTION OF STATE ROUTES 76 AND 48 AT CLARKSVILLE, GO SOUTH 15.3
 GC2568'MILES ON ROUTE 48 (OR 1.1 MILES AFTER PASSING SUNNYSIDE SCHOOL),
 GC2568'TURN RIGHT ONTO COUNTY ROAD AT T.W. BLACKFORDS STORE AND FILLING
 GC2568'STATION, PROCEED STRAIGHT AHEAD 3.45 MILES, TURN LEFT AT FORKS
 GC2568'ON TOP OF HILL WITH WHITE HOUSE ON RIGHT, AND CONTINUE 2.1 MILES (OR
 GC2568'0.9 MILE AFTER PASSING MARION RAILROAD STATION) TO T-ROAD AND
 GC2568'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC2568'IN CONCRETE.  UPPER MARK PROJECTS 8 INCHES ABOVE
 GC2568'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2568'DISKS IN CONCRETE.  NO. 1 IS 10 FEET NORTH OF CENTER LINE
 GC2568'OF LANE, 30 FEET EAST-SOUTHEAST OF CENTER LINE OF COUNTY ROAD, AND
 GC2568'161.88 FEET FROM STATION.  NO. 2 IS IN EDGE
 GC2568'OF CULTIVATED FIELD, 14 FEET SOUTHEAST OF CENTER LINE OF COUNTY
 GC2568'ROAD, AND 155.45 FEET FROM STATION.
 GC2568'AZIMUTH MARK IS AT EDGE OF CULTIVATED FIELD, 20 FEET NORTHWEST OF
 GC2568'CENTER LINE OF COUNTY ROAD, AND 0.2 MILE FROM STATION.
 GC2568
 GC2568                          STATION RECOVERY (1953)
 GC2568
 GC2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2568'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2568'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GC2568'CHECKED.  THE DISTANCE TO THE AZIMUTH MARK CHECKED BUT THE DIRECTION
 GC2568'DID NOT CHECK.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS-
 GC2568'
 GC2568'TO REACH THE STATION FROM THE HIGH SCHOOL AND COMMUNITY CENTER IN THE
 GC2568'NORTH PART OF VAN LEER, GO NORTH ON STATE HIGHWAY 49 FOR 1.4 MILES
 GC2568'TO A FORK.  TAKE RIGHT FORK AND GO NORTH ON PAVED ROAD FOR 5.25 MILES
 GC2568'TO THE AZIMUTH MARK ON THE RIGHT AT THE TOP OF A HIGHWAY CUT.
 GC2568'CONTINUE NORTH FOR 0.1 MILE TO A GRAVEL ROAD LEFT AND AN OLD WASHED
 GC2568'OUT ROAD RIGHT.  TURN RIGHT ON OLD WASHED OUT ROAD FOR 0.1 MILE TO
 GC2568'TOP OF HILL AND STATION ON THE RIGHT.
 GC2568'
 GC2568'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1967 ***********************************************************************
 FC1967  CBN         -  This is a Cooperative Base Network Control Station.
 FC1967  DESIGNATION -  MARIPORT
 FC1967  PID         -  FC1967
 FC1967  STATE/COUNTY-  TN/MARION
 FC1967  USGS QUAD   -  SEQUATCHIE (1982)
 FC1967
 FC1967                         *CURRENT SURVEY CONTROL
 FC1967  ___________________________________________________________________
 FC1967* NAD 83(1995)-  35 03 36.31866(N)    085 35 07.94993(W)     ADJUSTED  
 FC1967* NAVD 88     -       194.6    (meters)     638.     (feet)  GPS OBS   
 FC1967  ___________________________________________________________________
 FC1967  X           -     402,305.139 (meters)                     COMP
 FC1967  Y           -  -5,211,229.999 (meters)                     COMP
 FC1967  Z           -   3,643,420.687 (meters)                     COMP
 FC1967  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FC1967  ELLIP HEIGHT-         165.52  (meters)          (08/03/04) GPS OBS
 FC1967  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1967
 FC1967  HORZ ORDER  -  A
 FC1967  ELLP ORDER  -  FOURTH    CLASS I
 FC1967
 FC1967.This mark is at Marion Co Brown Fld Airport (APT)
 FC1967
 FC1967.The horizontal coordinates were established by GPS observations
 FC1967.and adjusted by the National Geodetic Survey in August 2004..
 FC1967
 FC1967.The orthometric height was determined by GPS observations and a
 FC1967.high-resolution geoid model.
 FC1967
 FC1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1967
 FC1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1967
 FC1967.The ellipsoidal height was determined by GPS observations
 FC1967.and is referenced to NAD 83.
 FC1967
 FC1967.The geoid height was determined by GEOID03.
 FC1967
 FC1967;                    North         East     Units Scale Factor Converg.
 FC1967;SPC TN       -    80,714.782   637,808.824   MT  1.00003894   +0 14 33.5
 FC1967;SPC TN       -   264,811.75  2,092,544.45   sFT  1.00003894   +0 14 33.5
 FC1967;UTM  16      - 3,880,621.344   628,981.732   MT  0.99980503   +0 48 45.5
 FC1967
 FC1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1967!SPC TN       -   0.99997402  x   1.00003894  =   1.00001296
 FC1967!UTM  16      -   0.99997402  x   0.99980503  =   0.99977905
 FC1967
 FC1967                          SUPERSEDED SURVEY CONTROL
 FC1967
 FC1967  NAD 83(1995)-  35 03 36.31687(N)    085 35 07.95082(W) AD(       ) 3
 FC1967  ELLIP H (04/12/99)  165.60   (m)                       GP(       ) 4 1
 FC1967  NAD 83(1995)-  35 03 36.31687(N)    085 35 07.95082(W) AD(       ) 3
 FC1967  NAD 83(1995)-  35 03 36.31914(N)    085 35 07.95303(W) AD(       ) 3
 FC1967  NGVD 29 (09/17/90)  194.7    (m)          639.     (f) GPS OBS        
 FC1967
 FC1967.Superseded values are not recommended for survey control.
 FC1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1967.See file dsdata.txt to determine how the superseded data were derived.
 FC1967
 FC1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2898280621(NAD 83)
 FC1967_MARKER: I = METAL ROD
 FC1967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1967_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1967_STAMPING: MARIPORT 1987
 FC1967_MARK LOGO: NGS   
 FC1967_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1967+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FC1967
 FC1967  HISTORY     - Date     Condition        Report By
 FC1967  HISTORY     - 1987     MONUMENTED       NGS
 FC1967  HISTORY     - 1987     GOOD             NGS
 FC1967  HISTORY     - 19890712 GOOD
 FC1967  HISTORY     - 19900627 GOOD             ALHD
 FC1967  HISTORY     - 20031010 GOOD             TNDT
 FC1967  HISTORY     - 20060119 GOOD             CAS
 FC1967
 FC1967                          STATION DESCRIPTION
 FC1967
 FC1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1967'2.90 MILES SOUTHEAST ALONG US HIGHWAY 41, 64 AND 72 FROM THE
 FC1967'LOUISVILLE AND NASHVILLE RAILROAD CROSSING IN JASPER, TO THE JUNCTION
 FC1967'HANCOCK ROAD, THENCE 0.65 MILE NORTHEAST ALONG HANCOCK TO THE JUNCTION
 FC1967'OF AIRPORT ROAD, THENCE 0.20 MILE NORTHWEST ALONG AIRPORT ROAD TO THE
 FC1967'OFFICE OF THE MARION COUNTY AIRPORT, CONTINUE ACROSS TAXI APRON TO
 FC1967'MARK IN A GRASSY AREA, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 10.0
 FC1967'FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FC1967'FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP
 FC1967'---STAMPED MARIPORT 1987, 1 INCH BELOW GROUND, WITH REBAR IN CONCRETE
 FC1967'28.0 2 FEET WEST OF SOUTHWEST CORNER OF OFFICE BUILDING 105.3 FEET
 FC1967'NORTH OF CENTER OF PIPE CULVERT WITH HEADWALL, 41.7 FEET SOUTHEAST
 FC1967'OF SOUTHEAST EDGE OF RUNWAY, 121.0 FEET NORTHWEST OF NORTHWEST EDGE
 FC1967'OF TAXI APRON, AND 1.2 FEET SOUTHWEST OF A FIBERGLASS WITNESS POST.
 FC1967'NOTE--  CONTACT AIRCENTER, INC AT 615-756-6507 BEFORE WORKING ON
 FC1967'AIRPORT.
 FC1967
 FC1967                          STATION RECOVERY (1987)
 FC1967
 FC1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1967'RECOVERED IN GOOD CONDITION.
 FC1967
 FC1967                          STATION RECOVERY (1989)
 FC1967
 FC1967'RECOVERED 1989
 FC1967'RECOVERED IN GOOD CONDITION.
 FC1967
 FC1967                          STATION RECOVERY (1990)
 FC1967
 FC1967'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FC1967'THE STATION IS LOCATED IN MARION COUNTY TENNESSEE ON THE MARION COUNTY
 FC1967'AIRPORT, ABOUT 4.02 KM (2.50 MI) SOUTHEAST OF JASPER AND ABOUT 6.44
 FC1967'KM (4.00 MI) SOUTH - SOUTHEAST OF SEQUATCHIE.
 FC1967'TO REACH THE STATION FROM EXIT 155 ON I - 24, DRIVE NORTHEAST ON
 FC1967'TENNESSEE STATE HIGHWAY 28 3.06 KM (1.90 MI) TO THE JUNCTION OF U. S.
 FC1967'41A, U. S. 64, U. S. 72 AND TENNESSEE STATE HIGHWAY 28 AT AN
 FC1967'INTERCHANGE, TURN RIGHT ON U. S. 41A, U. S. 64, AND U. S. 72 AND
 FC1967'DRIVE SOUTHEAST 3.62 KM (2.25 MI) TO HANCOCK ROAD ON THE LEFT, TURN
 FC1967'LEFT ON HANCOCK ROAD AND DRIVE NORTHEAST 1.05 KM (0.65 MI) TO AIRPORT
 FC1967'ROAD ON THE LEFT, TURN LEFT ON AIRPORT ROAD AND DRIVE NORTHWEST 0.32
 FC1967'KM (0.20 MI) TO A GATE IN A CHAIN LINK FENCE AND THE AIRPORT OFFICE
 FC1967'ON THE LEFT, PASS THROUGH THE GATE AND CONTINUE NORTHWEST 0.08 KM
 FC1967'(0.05 MI) TO THE STATION BETWEEN THE PARKING APRON AND THE RUNWAY.
 FC1967'THE STATION IS 11.37 M (37.30 FT) SOUTH - SOUTHEAST OF A RUNWAY MARKER
 FC1967'LIGHT, 12.68 M (41.60 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 FC1967'PAVED RUNWAY, 16.28 M (53.41 FT) WEST - NORTHWEST OF A CARSONITE
 FC1967'WITNESS POST, 24.08 M (79.00 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FC1967'RUNWAY, 31.15 M (102.20 FT) NORTH OF THE NORTH CORNER OF THE CONCRETE
 FC1967'HEADWALL ON A 15 INCH CM PIPE UNDER THE RUNWAY, 36.82 M (120.80 FT)
 FC1967'NORTHWEST OF THE NORTHWEST EDGE OF THE PARKING APRON, AND IS A STEEL
 FC1967'ROAD WITH A LOGA CAP.
 FC1967'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 FC1967'MR. VERL TAYLOR
 FC1967'ROUTE 1, BOX 915
 FC1967'JASPER, TENNESSEE 37347
 FC1967'PHONE 615 - 942 - 5234 OFFICE OR 615 - 861 - 3781 HOME
 FC1967'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FC1967'MARION COUNTY SHERIFF OFFICE
 FC1967'PHONE 615 - 942 - 5667.
 FC1967'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FC1967
 FC1967                          STATION RECOVERY (2003)
 FC1967
 FC1967'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1967'RECOVERED AS DESCRIBED.
 FC1967
 FC1967                          STATION RECOVERY (2006)
 FC1967
 FC1967'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FC1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1968 ***********************************************************************
 FC1968  DESIGNATION -  MARIPORT AZ MK
 FC1968  PID         -  FC1968
 FC1968  STATE/COUNTY-  TN/MARION
 FC1968  USGS QUAD   -  SEQUATCHIE (1982)
 FC1968
 FC1968                         *CURRENT SURVEY CONTROL
 FC1968  ___________________________________________________________________
 FC1968* NAD 83(1995)-  35 03 24.22814(N)    085 35 19.59360(W)     ADJUSTED  
 FC1968* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 FC1968  ___________________________________________________________________
 FC1968  X           -     402,027.434 (meters)                     COMP
 FC1968  Y           -  -5,211,466.209 (meters)                     COMP
 FC1968  Z           -   3,643,115.765 (meters)                     COMP
 FC1968  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FC1968  ELLIP HEIGHT-         165.66  (meters)          (04/12/99) GPS OBS
 FC1968  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1968
 FC1968  HORZ ORDER  -  THIRD
 FC1968  ELLP ORDER  -  FOURTH    CLASS I
 FC1968
 FC1968.This mark is at Marion Co Brown Fld Airport (APT)
 FC1968
 FC1968.The horizontal coordinates were established by GPS observations
 FC1968.and adjusted by the National Geodetic Survey in April 1999..
 FC1968
 FC1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1968
 FC1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1968
 FC1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1968
 FC1968.The ellipsoidal height was determined by GPS observations
 FC1968.and is referenced to NAD 83.
 FC1968
 FC1968.The geoid height was determined by GEOID03.
 FC1968
 FC1968;                    North         East     Units Scale Factor Converg.
 FC1968;SPC TN       -    80,340.931   637,515.339   MT  1.00003973   +0 14 26.7
 FC1968;SPC TN       -   263,585.20  2,091,581.57   sFT  1.00003973   +0 14 26.7
 FC1968;UTM  16      - 3,880,244.680   628,692.048   MT  0.99980411   +0 48 38.5
 FC1968
 FC1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1968!SPC TN       -   0.99997400  x   1.00003973  =   1.00001373
 FC1968!UTM  16      -   0.99997400  x   0.99980411  =   0.99977811
 FC1968
 FC1968                          SUPERSEDED SURVEY CONTROL
 FC1968
 FC1968  NAD 83(1995)-  35 03 24.22814(N)    085 35 19.59359(W) AD(       ) 3
 FC1968  NAD 83(1995)-  35 03 24.23041(N)    085 35 19.59580(W) AD(       ) 3
 FC1968  NGVD 29 (09/17/90)  194.8    (m)          639.     (f) GPS OBS        
 FC1968
 FC1968.Superseded values are not recommended for survey control.
 FC1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1968.See file dsdata.txt to determine how the superseded data were derived.
 FC1968
 FC1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2869280245(NAD 83)
 FC1968_MARKER: I = METAL ROD
 FC1968_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1968_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1968+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FC1968
 FC1968  HISTORY     - Date     Condition        Report By
 FC1968  HISTORY     - 1987     MONUMENTED       NGS
 FC1968  HISTORY     - 19890712 GOOD
 FC1968  HISTORY     - 20060119 GOOD             CAS
 FC1968
 FC1968                          STATION DESCRIPTION
 FC1968
 FC1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1968'2.90 MILES SOUTHEAST ALONG U.S. HIGHWAYS 41, 64 AND 72 FROM THE
 FC1968'LOUISVILLE AND NASHVILLE RAILROAD CROSSING IN JASPER, TO THE JUNCTION
 FC1968'OF HANCOCK ROAD, THENCE 0.65 MILE NORTHEAST ALONG HANCOCK ROAD TO THE
 FC1968'JUNCTION OF AIRPORT ROAD, THENCE 0.20 MILE NORTHEAST ALONG ROAD TO THE
 FC1968'OFFICE OF THE MARION COUNTY AIRPORT, THENCE 0.10 MILE SOUTHWEST ALONG
 FC1968'TAXIWAY TO THE JUNCTION OF RUNWAY, CONTINUE SOUTHWEST ALONG RUNWAY FOR
 FC1968'0.25 MILE TO END OF RUNWAY AND MARK, A 3-D MARK, A STAINLESS STEEL ROD
 FC1968'DRIVEN 16.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND ENCASED IN 3 FOOT
 FC1968'GREASED FILLED 1 FOOT PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO
 FC1968'CAP ---STAMPED MARIPORT AZ MK 1987, 1 INCH BELOW GROUND, 31.9 FEET
 FC1968'SOUTHEAST OF EXTENDED SOUTHEAST EDGE OF RUNWAY, 22.4 FEET
 FC1968'SOUTH-SOUTHEAST OF THE CLOSER ONE OF THREE RUNNING LIGHTS, 44.6 FEET
 FC1968'NORTHWEST OF A METAL BOX FOR AN APPROACH LIGHT, AND 1.0 FOOT NORTHEAST
 FC1968'OF A FIBERGLASS WITNESS POST. A REBAR WAS SET IN THE CONCRETE.
 FC1968
 FC1968                          STATION RECOVERY (1989)
 FC1968
 FC1968'RECOVERED 1989
 FC1968'RECOVERED IN GOOD CONDITION.
 FC1968
 FC1968                          STATION RECOVERY (2006)
 FC1968
 FC1968'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FC1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2552 ***********************************************************************
 GB2552  DESIGNATION -  MARKLI
 GB2552  PID         -  GB2552
 GB2552  STATE/COUNTY-  TN/ANDERSON
 GB2552  USGS QUAD   -  CLINTON (1990)
 GB2552
 GB2552                         *CURRENT SURVEY CONTROL
 GB2552  ___________________________________________________________________
 GB2552* NAD 83(1995)-  36 04 12.78250(N)    084 10 51.32095(W)     ADJUSTED  
 GB2552* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 GB2552  ___________________________________________________________________
 GB2552  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GB2552  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB2552
 GB2552  HORZ ORDER  -  SECOND
 GB2552
 GB2552.The horizontal coordinates were established by classical geodetic methods
 GB2552.and adjusted by the National Geodetic Survey in April 1999..
 GB2552
 GB2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2552
 GB2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2552
 GB2552.The geoid height was determined by GEOID03.
 GB2552
 GB2552;                    North         East     Units Scale Factor Converg.
 GB2552;SPC TN       -   194,229.198   763,852.714   MT  0.99995687   +1 03 53.9
 GB2552;SPC TN       -   637,233.63  2,506,073.45   sFT  0.99995687   +1 03 53.9
 GB2552;UTM  16      - 3,995,415.736   753,883.010   MT  1.00039429   +1 39 38.5
 GB2552
 GB2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2552!SPC TN       -   0.99995916  x   0.99995687  =   0.99991604
 GB2552!UTM  16      -   0.99995916  x   1.00039429  =   1.00035344
 GB2552
 GB2552|---------------------------------------------------------------------|
 GB2552| PID    Reference Object                     Distance      Geod. Az  |
 GB2552|                                                           dddmmss.s |
 GB2552| DB9684 MARKLI RM 1                           7.130 METERS 09541     |
 GB2552| DB9685 MARKLI RM 2                           7.971 METERS 24237     |
 GB2552| GB2548 ARROW                               APPROX. 1.9 KM 2872956.3 |
 GB2552|---------------------------------------------------------------------|
 GB2552
 GB2552                          SUPERSEDED SURVEY CONTROL
 GB2552
 GB2552  NAD 83(1995)-  36 04 12.78735(N)    084 10 51.32220(W) AD(       ) 2
 GB2552  NAD 83(1995)-  36 04 12.78727(N)    084 10 51.32140(W) AD(       ) 2
 GB2552  NAD 83(1986)-  36 04 12.79412(N)    084 10 51.31881(W) AD(       ) 2
 GB2552  NAD 27      -  36 04 12.51202(N)    084 10 51.60907(W) AD(       ) 2
 GB2552  NGVD 29 (07/19/86)  290.8    (m)          954.     (f) VERT ANG       
 GB2552
 GB2552.Superseded values are not recommended for survey control.
 GB2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2552.See file dsdata.txt to determine how the superseded data were derived.
 GB2552
 GB2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5388395416(NAD 83)
 GB2552_MARKER: DD = SURVEY DISK
 GB2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2552
 GB2552  HISTORY     - Date     Condition        Report By
 GB2552  HISTORY     - 1965     MONUMENTED       TNHD
 GB2552
 GB2552                          STATION DESCRIPTION
 GB2552
 GB2552'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2552'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CLINTON.
 GB2552'
 GB2552'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2552'U.  S.  HIGHWAY
 GB2552'25W FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 61
 GB2552'AND U.  S.  HIGHWAY 25W.  CONTINUE
 GB2552'STRAIGHT AHEAD ON STATE ROUTE 61
 GB2552'FOR 3.5 MILES TO A FORKED GRAVELED DRIVEWAY ON THE
 GB2552'RIGHT.  TURN RIGHT
 GB2552'AND FOLLOW LEFT FORK OF GRAVELED DRIVEWAY, UPHILL FOR 0.15 MILE TO
 GB2552'END OF DRIVEWAY.
 GB2552'PROCEED STRAIGHT AHEAD ON A TRACK ROAD FOR 0.15
 GB2552'MILE TO THE STATION ON THE LEFT.
 GB2552'
 GB2552'THE STATION IS 44 FEET NORTH OF A UTILITY POLE, 25 FEET EAST OF AN
 GB2552'8-INCH CEDAR TREE
 GB2552'AND 2.4 FEET NORTH OF A METAL WITNESS POST WITH
 GB2552'SIGN.
 GB2552'
 GB2552'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2552'DEPARTMENT DISKS AND THE
 GB2552'DISKS ARE STAMPED MARKLI 1965.  THE UNDERGROUND MARK IS
 GB2552'30 INCHES BELOW THE SURFACE.
 GB2552'THE SURFACE DISK IS SET IN A 6-INCH
 GB2552'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2552'
 GB2552'REFERENCE MARK NO. 1 IS 47 FEET NORTHEAST OF A UTILITY POLE, 29 FEET
 GB2552'SOUTH OF THE
 GB2552'APPROXIMATE CENTER OF A TRACK ROAD AND 8 FEET SOUTH OF
 GB2552'THE BANK OF A ROADWAY CUT.  IT
 GB2552'IS A STANDARD TENNESSEE HIGHWAY
 GB2552'DEPARTMENT DISK SET IN A 6-INCH SQUARE, FLUSH
 GB2552'CONCRETE MONUMENT AND
 GB2552'THE DISK IS STAMPED MARKLI RM-1 1965.
 GB2552'
 GB2552'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2552'FHE TRACK ROAD, 33
 GB2552'FEET EAST OF A 4-INCH PINE TREE, 22 FEET SOUTH OF THE
 GB2552'BANK OF THE ROADWAY CUT AND 8
 GB2552'FEET SOUTH OF AN 8-INCH CEDAR TREE.  IT
 GB2552'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2552'SET IN A 6-INCH
 GB2552'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED MARKLI
 GB2552'RM-2 1965.
 GB2552'
 GB2552'TRAVERSE STATION ARROW WILL SERVE AS THE AZIMUTH MARK.
 GB2552'
 GB2552'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2552'
 GB2552'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1971 ***********************************************************************
 FC1971  CBN         -  This is a Cooperative Base Network Control Station.
 FC1971  DESIGNATION -  MARKPORT
 FC1971  PID         -  FC1971
 FC1971  STATE/COUNTY-  TN/RHEA
 FC1971  USGS QUAD   -  BIG SPRING (1990)
 FC1971
 FC1971                         *CURRENT SURVEY CONTROL
 FC1971  ___________________________________________________________________
 FC1971* NAD 83(1995)-  35 28 55.32903(N)    084 56 03.43988(W)     ADJUSTED  
 FC1971* NAVD 88     -       215.5    (meters)     707.     (feet)  GPS OBS   
 FC1971  ___________________________________________________________________
 FC1971  X           -     459,125.844 (meters)                     COMP
 FC1971  Y           -  -5,179,409.707 (meters)                     COMP
 FC1971  Z           -   3,681,652.809 (meters)                     COMP
 FC1971  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FC1971  ELLIP HEIGHT-         185.44  (meters)          (08/03/04) GPS OBS
 FC1971  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1971
 FC1971  HORZ ORDER  -  A
 FC1971  ELLP ORDER  -  FOURTH    CLASS I
 FC1971
 FC1971.This mark is at Mark Anton Airport (2A0)
 FC1971
 FC1971.The horizontal coordinates were established by GPS observations
 FC1971.and adjusted by the National Geodetic Survey in August 2004..
 FC1971
 FC1971.The orthometric height was determined by GPS observations and a
 FC1971.high-resolution geoid model.
 FC1971
 FC1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1971
 FC1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1971
 FC1971.The ellipsoidal height was determined by GPS observations
 FC1971.and is referenced to NAD 83.
 FC1971
 FC1971.The geoid height was determined by GEOID03.
 FC1971
 FC1971;                    North         East     Units Scale Factor Converg.
 FC1971;SPC TN       -   127,974.379   696,707.760   MT  0.99996716   +0 37 26.1
 FC1971;SPC TN       -   419,862.61  2,285,782.04   sFT  0.99996716   +0 37 26.1
 FC1971;UTM  16      - 3,928,462.518   687,400.806   MT  1.00003280   +1 11 57.8
 FC1971
 FC1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1971!SPC TN       -   0.99997089  x   0.99996716  =   0.99993806
 FC1971!UTM  16      -   0.99997089  x   1.00003280  =   1.00000369
 FC1971
 FC1971                          SUPERSEDED SURVEY CONTROL
 FC1971
 FC1971  NAD 83(1995)-  35 28 55.32900(N)    084 56 03.43884(W) AD(       ) 3
 FC1971  ELLIP H (04/12/99)  185.37   (m)                       GP(       ) 4 1
 FC1971  NAD 83(1995)-  35 28 55.32899(N)    084 56 03.43886(W) AD(       ) 3
 FC1971  NAD 83(1995)-  35 28 55.32966(N)    084 56 03.44072(W) AD(       ) 3
 FC1971  NGVD 29 (09/17/90)  215.7    (m)          708.     (f) GPS OBS        
 FC1971
 FC1971.Superseded values are not recommended for survey control.
 FC1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1971.See file dsdata.txt to determine how the superseded data were derived.
 FC1971
 FC1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8740128463(NAD 83)
 FC1971_MARKER: I = METAL ROD
 FC1971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1971_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1971_MARK LOGO: NGS   
 FC1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1971+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1971
 FC1971  HISTORY     - Date     Condition        Report By
 FC1971  HISTORY     - 1987     MONUMENTED       NGS
 FC1971  HISTORY     - 19890104 GOOD
 FC1971  HISTORY     - 20031010 GOOD             TNDT
 FC1971
 FC1971                          STATION DESCRIPTION
 FC1971
 FC1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1971'3.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF US
 FC1971'HIGHWAY 27 BY PASS NORTHBOUND LANES IN DAYTON, TO THE JUNCTION OF
 FC1971'NEW UNION ROAD, THENCE 1.05 MILES SOUTHEAST ALONG NEW UNION ROAD TO
 FC1971'A Y JUNCTION, CONTINUE 0.90 MILE SOUTHEAST ALONG NEW UNION ROAD
 FC1971'TO THE JUNCTION OF A BLACKTOP ROAD AND A LARGE SIGN FOR THE MARK
 FC1971'ANTON MUNICIPAL AIRPORT, THENCE 0.30 MILE EASTERLY ALONG BLACK TOP
 FC1971'ROAD TO THE AIRPORT OFFICE, CONTINUE EASTERLY FOR 0.05 MILE TO MARK
 FC1971'ON LEFT NEAR A VASI, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 6.0
 FC1971'FEET TO REFUSAL 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FC1971'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO
 FC1971'CAP ---STAMPED MARKPORT 1987, 1 INCH BELOW GROUND, WITH A REBAR IN
 FC1971'CONCRETE, 117.2 FEET SOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY,
 FC1971'286.2 FEET SOUTHEAST OF AND ACROSS TAXIWAY OF A WIND SOCK, 157.7
 FC1971'FEET NORTHEAST OF NORTHEAST EDGE OF CROSSOVER TAXIWAY, 111.5 FEET
 FC1971'SOUTHEAST OF THE CENTER OF A CONCRETE PIPE WITH HEADWALL, 66.8 FEET
 FC1971'NORTHWEST OF NORTHWEST EDGE OF RUNWAY, 17.2 FEET NORTHWEST OF CENTER
 FC1971'OF VASI, AND 1.O FOOT NORTHEAST OF A FIBERGLASS WITNESS POST
 FC1971'NOTE--  CONTACT MR SHELBY ISHAM (AIRPORT MANAGER) AT 615 775 3214
 FC1971'(OFFICE) OR 615 775 3745 (HOME) BEFORE WORK ON AIRPORT.
 FC1971
 FC1971                          STATION RECOVERY (1989)
 FC1971
 FC1971'RECOVERED 1989
 FC1971'RECOVERED IN GOOD CONDITION.
 FC1971
 FC1971                          STATION RECOVERY (2003)
 FC1971
 FC1971'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1971'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1972 ***********************************************************************
 FC1972  DESIGNATION -  MARKPORT AZ MK
 FC1972  PID         -  FC1972
 FC1972  STATE/COUNTY-  TN/RHEA
 FC1972  USGS QUAD   -  BIG SPRING (1990)
 FC1972
 FC1972                         *CURRENT SURVEY CONTROL
 FC1972  ___________________________________________________________________
 FC1972* NAD 83(1995)-  35 29 09.09222(N)    084 55 54.88305(W)     ADJUSTED  
 FC1972* NAVD 88     -       215.8    (meters)     708.     (feet)  VERTCON   
 FC1972  ___________________________________________________________________
 FC1972  X           -     459,318.966 (meters)                     COMP
 FC1972  Y           -  -5,179,145.488 (meters)                     COMP
 FC1972  Z           -   3,681,998.282 (meters)                     COMP
 FC1972  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FC1972  ELLIP HEIGHT-         185.56  (meters)          (04/12/99) GPS OBS
 FC1972  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1972
 FC1972  HORZ ORDER  -  THIRD
 FC1972  ELLP ORDER  -  FOURTH    CLASS I
 FC1972
 FC1972.This mark is at Mark Anton Airport (2A0)
 FC1972
 FC1972.The horizontal coordinates were established by GPS observations
 FC1972.and adjusted by the National Geodetic Survey in April 1999..
 FC1972
 FC1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1972
 FC1972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1972
 FC1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1972
 FC1972.The ellipsoidal height was determined by GPS observations
 FC1972.and is referenced to NAD 83.
 FC1972
 FC1972.The geoid height was determined by GEOID03.
 FC1972
 FC1972;                    North         East     Units Scale Factor Converg.
 FC1972;SPC TN       -   128,400.863   696,918.813   MT  0.99996676   +0 37 31.1
 FC1972;SPC TN       -   421,261.83  2,286,474.47   sFT  0.99996676   +0 37 31.1
 FC1972;UTM  16      - 3,928,891.129   687,607.579   MT  1.00003375   +1 12 03.2
 FC1972
 FC1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1972!SPC TN       -   0.99997088  x   0.99996676  =   0.99993764
 FC1972!UTM  16      -   0.99997088  x   1.00003375  =   1.00000462
 FC1972
 FC1972                          SUPERSEDED SURVEY CONTROL
 FC1972
 FC1972  NAD 83(1995)-  35 29 09.09220(N)    084 55 54.88307(W) AD(       ) 3
 FC1972  NAD 83(1995)-  35 29 09.09287(N)    084 55 54.88491(W) AD(       ) 3
 FC1972  NGVD 29 (09/17/90)  215.9    (m)          708.     (f) GPS OBS        
 FC1972
 FC1972.Superseded values are not recommended for survey control.
 FC1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1972.See file dsdata.txt to determine how the superseded data were derived.
 FC1972
 FC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8760828891(NAD 83)
 FC1972_MARKER: DZ = AZIMUTH MARK DISK
 FC1972_SETTING: 66 = SET IN ROCK OUTCROP
 FC1972_SP_SET: SET IN ROCK OUTCROP
 FC1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1972+STABILITY: POSITION/ELEVATION WELL
 FC1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1972+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1989
 FC1972
 FC1972  HISTORY     - Date     Condition        Report By
 FC1972  HISTORY     - 1987     MONUMENTED       NGS
 FC1972  HISTORY     - 19890104 GOOD
 FC1972
 FC1972                          STATION DESCRIPTION
 FC1972
 FC1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1972'3.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF US
 FC1972'HIGHWAY 27 BY PASS NORTHBOUND LANES IN DAYTON, TO THE JUNCTION
 FC1972'OF NEW UNION ROAD, THENCE 1.05 MILES SOUTHEAST ALONG NEW UNION
 FC1972'ROAD TO A Y JUNCTION, CONTINUE 0.90 MILE SOUTHEAST ALONG NEW UNION
 FC1972'ROAD TO THE JUNCTION OF A BLACK TOP ROAD AND A LARGE SIGN FOR THE MARK
 FC1972'ANTON MUNICIPAL AIRPORT, THENCE 0.30 MILE EASTERLY ALONG BLACK TOP
 FC1972'ROAD TO THE AIRPORT OFFICE, THENCE NORTHEASTERLY ALONG TAXIWAY
 FC1972'FOR 0.30 MILE TO MARK BETWEEN TAXIWAY AND RUNWAY, IN A SMALL ROCK
 FC1972'OUTCROP AND AZMITH DISK ---STAMPED MARKPORT 1987, LEVEL WITH TAXIWAY
 FC1972'AND 2.0 FEET BELOW RUNWAY, 134.3 FEET SOUTHWEST OF SOUTHWEST EDGE
 FC1972'OF CROSSOVER TAXIWAY, 108.8 FEET NORTHWEST OF NORTHWEST EDGE OF
 FC1972'RUNWAY, 73.9 FEET WOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY, AND 2.8
 FC1972'FEET NORTHEAST OF A FIBERGLASS WITNESS POST. ALSO 0.30 MILE NORTHEAST
 FC1972'OF MARKPORT AND 0.05 MILE NORTHEAST OF A CONCRETE CULVERT.
 FC1972
 FC1972                          STATION RECOVERY (1989)
 FC1972
 FC1972'RECOVERED 1989
 FC1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0482 ***********************************************************************
 GC0482  DESIGNATION -  MARKS
 GC0482  PID         -  GC0482
 GC0482  STATE/COUNTY-  TN/DAVIDSON
 GC0482  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0482
 GC0482                         *CURRENT SURVEY CONTROL
 GC0482  ___________________________________________________________________
 GC0482* NAD 83(1995)-  36 10 40.21620(N)    086 46 09.06478(W)     ADJUSTED  
 GC0482* NAVD 88     -       138.518  (meters)     454.45   (feet)  ADJUSTED  
 GC0482  ___________________________________________________________________
 GC0482  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GC0482  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0482  DYNAMIC HT  -         138.399 (meters)     454.06  (feet)  COMP
 GC0482  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GC0482
 GC0482  HORZ ORDER  -  SECOND
 GC0482  VERT ORDER  -  SECOND    CLASS 0
 GC0482
 GC0482.The horizontal coordinates were established by classical geodetic methods
 GC0482.and adjusted by the National Geodetic Survey in April 1999..
 GC0482
 GC0482.The orthometric height was determined by differential leveling
 GC0482.and adjusted by the National Geodetic Survey in June 1991..
 GC0482
 GC0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0482
 GC0482.The geoid height was determined by GEOID03.
 GC0482
 GC0482.The dynamic height is computed by dividing the NAVD 88
 GC0482.geopotential number by the normal gravity value computed on the
 GC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0482.degrees latitude (g = 980.6199 gals.).
 GC0482
 GC0482.The modeled gravity was interpolated from observed gravity values.
 GC0482
 GC0482;                    North         East     Units Scale Factor Converg.
 GC0482;SPC TN       -   204,919.541   530,806.559   MT  0.99996635   -0 27 01.1
 GC0482;SPC TN       -   672,306.86  1,741,487.85   sFT  0.99996635   -0 27 01.1
 GC0482;UTM  16      - 4,003,698.241   520,756.048   MT  0.99960531   +0 08 10.5
 GC0482
 GC0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0482!SPC TN       -   0.99998286  x   0.99996635  =   0.99994921
 GC0482!UTM  16      -   0.99998286  x   0.99960531  =   0.99958818
 GC0482
 GC0482:                Primary Azimuth Mark                     Grid Az
 GC0482:SPC TN       -  MARKS AZ MK                              000 32 41.8
 GC0482:UTM  16      -  MARKS AZ MK                              359 57 30.2
 GC0482
 GC0482|---------------------------------------------------------------------|
 GC0482| PID    Reference Object                     Distance      Geod. Az  |
 GC0482|                                                           dddmmss.s |
 GC0482| CG6851 MARKS AZ MK                                        0000540.7 |
 GC0482| CG6852 MARKS AZ MK 2                                      0013706.4 |
 GC0482| GC0483 MARKS RM 1                           26.180 METERS 00409     |
 GC0482| GC0479 SHELBY                              APPROX. 1.1 KM 1553205.5 |
 GC0482| GC2259 NASHVILLE ATT CO RELAY TOWER        APPROX. 1.7 KM 2052024.0 |
 GC0482| GC0481 MARKS RM 2                           22.659 METERS 23954     |
 GC0482| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 1.7 KM 3424154.8 |
 GC0482|---------------------------------------------------------------------|
 GC0482
 GC0482                          SUPERSEDED SURVEY CONTROL
 GC0482
 GC0482  NAD 83(1995)-  36 10 40.21816(N)    086 46 09.06679(W) AD(       ) 2
 GC0482  NAD 83(1995)-  36 10 40.22042(N)    086 46 09.06690(W) AD(       ) 2
 GC0482  NAD 83(1986)-  36 10 40.22636(N)    086 46 09.06789(W) AD(       ) 2
 GC0482  NAD 27      -  36 10 40.02290(N)    086 46 09.07360(W) AD(       ) 2
 GC0482  NGVD 29 (??/??/92)  138.544  (m)          454.54   (f) ADJ UNCH    2 0
 GC0482
 GC0482.Superseded values are not recommended for survey control.
 GC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0482.See file dsdata.txt to determine how the superseded data were derived.
 GC0482
 GC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2075603698(NAD 83)
 GC0482_MARKER: DS = TRIANGULATION STATION DISK
 GC0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0482_STAMPING: MARKS 1959
 GC0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0482+STABILITY: SURFACE MOTION
 GC0482
 GC0482  HISTORY     - Date     Condition        Report By
 GC0482  HISTORY     - 1959     MONUMENTED       CGS
 GC0482  HISTORY     - 1960     GOOD             NGS
 GC0482  HISTORY     - 1966     GOOD             CGS
 GC0482
 GC0482                          STATION DESCRIPTION
 GC0482
 GC0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0482'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE NEAR THE
 GC0482'SOUTHWEST CORNER OF THE CALDWELL SCHOOL GROUNDS.
 GC0482'
 GC0482'STATION MARK IS 89 FEET NORTHEAST OF THE INTERSECTION OF MERIDIAN
 GC0482'STREET AND MARKS STREET, 39 FEET NORTH OF A Y-INTERSECTION
 GC0482'IN THE SIDEWALK AND 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC0482'SCHOOL BUILDING.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 GC0482'GROUND AND IS STAMPED MARKS 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE SOUTH SCHOOL ENTRANCE ON
 GC0482'THE WEST SIDE, 6 FEET EAST OF THE SECOND SET OF STEPS IN THE
 GC0482'SIDEWALK AND 18 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE
 GC0482'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK,
 GC0482'SET FLUSH WITH THE SIDEWALK AND IS STAMPED MARKS NO. 1 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF MERIDIAN STREET
 GC0482'AND 3 FEET EAST OF THE EAST CURB OF MERIDIAN STREET.  THE MARK
 GC0482'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, SET
 GC0482'FLUSH WITH THE SIDEWALK AND IS STAMPED MARKS NO. 2 1959.
 GC0482'
 GC0482'AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF MERIDIAN STREET, 1 FOOT
 GC0482'NORTH OF THE NORTH EDGE OF THE CURB, 1 FOOT EAST OF THE WEST EDGE
 GC0482'OF THE CURB.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0482'THE CURB, SET FLUSH WITH THE CURB AND IS STAMPED MARKS 1959.
 GC0482'
 GC0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MERIDIAN
 GC0482'STREET FOR 0.1 MILE TO A ALLEYWAY ON THE LEFT AND THE MARK AS
 GC0482'DESCRIBED.
 GC0482'
 GC0482'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GC0482
 GC0482                          STATION RECOVERY (1960)
 GC0482
 GC0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0482'IN NASHVILLE.
 GC0482'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE NEAR
 GC0482'THE SOUTHWEST CORNER OF THE CALDWELL SCHOOL GROUNDS.  STATION
 GC0482'MARK IS 89 FT. NORTHEAST OF THE INTERSECTION OF MERIDIAN STREET
 GC0482'AND MARKS STREET, 39 FT. NORTH OF A Y INTERSECTION IN THE
 GC0482'SIDEWALK AND 30 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC0482'SCHOOL BUILDING SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GC0482'WITH THE SURFACE OF THE GROUND.
 GC0482
 GC0482                          STATION RECOVERY (1966)
 GC0482
 GC0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GC0482'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, HOWEVER
 GC0482'THE AZIMUTH MARK WOULD BE DESTROYED BY HIGHWAY CONSTRUCTION AND
 GC0482'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 GC0482'DESCRIPTION FOLLOWS.
 GC0482'
 GC0482'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE AND IN
 GC0482'THE SOUTHWEST CORNER OF THE CALDWELL SCHOOL GROUNDS.
 GC0482'
 GC0482'THE STATION IS 89 FEET NORTHEAST OF THE INTERSECTION OF MERIDIAN AND
 GC0482'MARKS STREETS, 39 FEET NORTH OF A Y INTERSECTION IN A SIDEWALK, 34
 GC0482'FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND 18 FEET
 GC0482'WEST OF A 24-INCH MAPLE TREE.  THE SURFACE MARK IS A STANDARD
 GC0482'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A
 GC0482'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0482'MARKS 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE SOUTHERN MOST ENTRANCE ON
 GC0482'THE WEST SIDE OF THE SCHOOL BUILDING, 6 FEET EAST OF THE TOP OF
 GC0482'THE SECOND SET OF STEPS IN THE SIDEWALK TO THAT ENTRANCE AND 1.5 FEET
 GC0482'NORTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE MARK IS A STANDARD
 GC0482'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GC0482'THE SIDEWALK AND THE DISK IS STAMPED MARKS NO. 1 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF A UTILITY POLE, 22 FEET EAST
 GC0482'OF THE APPROXIMATE CENTER OF MERIDIAN STREET, 7 FEET SOUTH OF THE
 GC0482'WEST END OF A SIDEWALK LEADING EAST AND 3 FEET EAST OF THE EAST CURB
 GC0482'OF MERIDIAN STREET.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC0482'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN A SIDEWALK AND
 GC0482'THE DISK IS STAMPED MARKS NO. 2 1959.
 GC0482'
 GC0482'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 GC0482'MERIDIAN AND TREUTLAN STREETS, 56 FEET NORTHEAST OF THE BOTTOM OF
 GC0482'THE CENTER METAL HANDRAIL OF THE STEPS TO NORTH EDGEFIELD BAPTIST
 GC0482'CHURCH, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 GC0482'BUILDING AT 516 MERIDIAN STREET, 21 FEET WEST OF THE APPROXIMATE
 GC0482'CENTER OF MERIDIAN STREET, 18 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC0482'TREUTLAN STREET AND 7 FEET SOUTH OF A POWERLINE POLE.  THE MARK IS A
 GC0482'STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK CEMENTED FLUSH IN A DRILL
 GC0482'HOLE IN A CONCRETE CURB AND THE DISK IS STAMPED MARKS 1959 AZ 2
 GC0482'1966.
 GC0482'
 GC0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MERIDIAN
 GC0482'STREET FOR 0.15 MILE TO THE INTERSECTION OF TREUTLAN STREET AND
 GC0482'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0483 ***********************************************************************
 GC0483  DESIGNATION -  MARKS RM 1
 GC0483  PID         -  GC0483
 GC0483  STATE/COUNTY-  TN/DAVIDSON
 GC0483  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0483
 GC0483                         *CURRENT SURVEY CONTROL
 GC0483  ___________________________________________________________________
 GC0483* NAD 83(1986)-  36 10 40.     (N)    086 46 09.     (W)     SCALED    
 GC0483* NAVD 88     -       139.296  (meters)     457.01   (feet)  ADJUSTED  
 GC0483  ___________________________________________________________________
 GC0483  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0483  DYNAMIC HT  -         139.177 (meters)     456.62  (feet)  COMP
 GC0483  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GC0483
 GC0483  VERT ORDER  -  SECOND    CLASS 0
 GC0483
 GC0483.The horizontal coordinates were scaled from a topographic map and have
 GC0483.an estimated accuracy of +/- 6 seconds.
 GC0483
 GC0483.The orthometric height was determined by differential leveling
 GC0483.and adjusted by the National Geodetic Survey in June 1991..
 GC0483
 GC0483.The geoid height was determined by GEOID03.
 GC0483
 GC0483.The dynamic height is computed by dividing the NAVD 88
 GC0483.geopotential number by the normal gravity value computed on the
 GC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0483.degrees latitude (g = 980.6199 gals.).
 GC0483
 GC0483.The modeled gravity was interpolated from observed gravity values.
 GC0483
 GC0483;                    North         East    Units  Estimated Accuracy
 GC0483;SPC TN       -   204,910.      530,810.      MT  (+/- 180 meters Scaled)
 GC0483
 GC0483                          SUPERSEDED SURVEY CONTROL
 GC0483
 GC0483  NGVD 29 (??/??/92)  139.322  (m)          457.09   (f) ADJ UNCH    2 0
 GC0483
 GC0483.Superseded values are not recommended for survey control.
 GC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0483.See file dsdata.txt to determine how the superseded data were derived.
 GC0483
 GC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF207036(NAD 83)
 GC0483_MARKER: DR = REFERENCE MARK DISK
 GC0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0483_SP_SET: SIDEWALK
 GC0483_STAMPING: MARKS NO 1 1959
 GC0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0483
 GC0483  HISTORY     - Date     Condition        Report By
 GC0483  HISTORY     - 1959     MONUMENTED       CGS
 GC0483  HISTORY     - 1960     GOOD             NGS
 GC0483
 GC0483                          STATION DESCRIPTION
 GC0483
 GC0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0483'IN NASHVILLE.
 GC0483'THIS MARK IS LOCATED AT THE MARKS 1959 STATION SITE, 85.9 FT.
 GC0483'NORTH OF THE STATION SITE, 15 FT. WEST OF THE SOUTH SCHOOL
 GC0483'ENTRANCE ON THE WEST SIDE, 6 FT. EAST OF THE SECOND SET OF STEPS
 GC0483'IN THE SIDEWALK AND 18 INCHES NORTH OF THE SOUTH EDGE OF THE
 GC0483'SIDEWALK DRILLED IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0481 ***********************************************************************
 GC0481  DESIGNATION -  MARKS RM 2
 GC0481  PID         -  GC0481
 GC0481  STATE/COUNTY-  TN/DAVIDSON
 GC0481  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0481
 GC0481                         *CURRENT SURVEY CONTROL
 GC0481  ___________________________________________________________________
 GC0481* NAD 83(1986)-  36 10 40.     (N)    086 46 09.     (W)     SCALED    
 GC0481* NAVD 88     -       136.647  (meters)     448.32   (feet)  ADJUSTED  
 GC0481  ___________________________________________________________________
 GC0481  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0481  DYNAMIC HT  -         136.530 (meters)     447.93  (feet)  COMP
 GC0481  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GC0481
 GC0481  VERT ORDER  -  SECOND    CLASS 0
 GC0481
 GC0481.The horizontal coordinates were scaled from a topographic map and have
 GC0481.an estimated accuracy of +/- 6 seconds.
 GC0481
 GC0481.The orthometric height was determined by differential leveling
 GC0481.and adjusted by the National Geodetic Survey in June 1991..
 GC0481
 GC0481.The geoid height was determined by GEOID03.
 GC0481
 GC0481.The dynamic height is computed by dividing the NAVD 88
 GC0481.geopotential number by the normal gravity value computed on the
 GC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0481.degrees latitude (g = 980.6199 gals.).
 GC0481
 GC0481.The modeled gravity was interpolated from observed gravity values.
 GC0481
 GC0481;                    North         East    Units  Estimated Accuracy
 GC0481;SPC TN       -   204,910.      530,810.      MT  (+/- 180 meters Scaled)
 GC0481
 GC0481                          SUPERSEDED SURVEY CONTROL
 GC0481
 GC0481  NGVD 29 (??/??/92)  136.673  (m)          448.40   (f) ADJ UNCH    2 0
 GC0481
 GC0481.Superseded values are not recommended for survey control.
 GC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0481.See file dsdata.txt to determine how the superseded data were derived.
 GC0481
 GC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF207036(NAD 83)
 GC0481_MARKER: DR = REFERENCE MARK DISK
 GC0481_SETTING: 0 = UNSPECIFIED SETTING
 GC0481_STAMPING: MARKS NO 2 1959
 GC0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0481
 GC0481  HISTORY     - Date     Condition        Report By
 GC0481  HISTORY     - 1959     MONUMENTED       CGS
 GC0481  HISTORY     - 1960     GOOD             NGS
 GC0481
 GC0481                          STATION DESCRIPTION
 GC0481
 GC0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0481'IN NASHVILLE.
 GC0481'THIS MARK IS LOCATED AT THE MARKS 1959 STATION SITE, 74.4 FT.
 GC0481'WEST-NORTHWEST OF THE STATION MARK, 30 FT. EAST OF THE CENTER
 GC0481'OF MERIDIAN STREET AND 3 FT. EAST OF THE EAST CURB OF MERIDIAN
 GC0481'STREET DRILLED IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2563 ***********************************************************************
 GB2563  DESIGNATION -  MARLOW
 GB2563  PID         -  GB2563
 GB2563  STATE/COUNTY-  TN/MORGAN
 GB2563  USGS QUAD   -  WINDROCK (1975)
 GB2563
 GB2563                         *CURRENT SURVEY CONTROL
 GB2563  ___________________________________________________________________
 GB2563* NAD 83(1995)-  36 02 30.89275(N)    084 22 23.52830(W)     ADJUSTED  
 GB2563* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 GB2563  ___________________________________________________________________
 GB2563  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 GB2563  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GB2563
 GB2563  HORZ ORDER  -  SECOND
 GB2563
 GB2563.The horizontal coordinates were established by classical geodetic methods
 GB2563.and adjusted by the National Geodetic Survey in April 1999..
 GB2563
 GB2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2563
 GB2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2563
 GB2563.The geoid height was determined by GEOID03.
 GB2563
 GB2563;                    North         East     Units Scale Factor Converg.
 GB2563;SPC TN       -   190,784.393   746,587.069   MT  0.99995496   +0 57 08.6
 GB2563;SPC TN       -   625,931.80  2,449,427.74   sFT  0.99995496   +0 57 08.6
 GB2563;UTM  16      - 3,991,790.488   736,647.411   MT  1.00029010   +1 32 46.6
 GB2563
 GB2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2563!SPC TN       -   0.99995932  x   0.99995496  =   0.99991428
 GB2563!UTM  16      -   0.99995932  x   1.00029010  =   1.00024941
 GB2563
 GB2563|---------------------------------------------------------------------|
 GB2563| PID    Reference Object                     Distance      Geod. Az  |
 GB2563|                                                           dddmmss.s |
 GB2563| DB9687 MARLOW RM 1                           4.957 METERS 06122     |
 GB2563| DB9686 MARLOW AZ MK                                       2495618.3 |
 GB2563| DB9688 MARLOW RM 2                           4.112 METERS 25936     |
 GB2563|---------------------------------------------------------------------|
 GB2563
 GB2563                          SUPERSEDED SURVEY CONTROL
 GB2563
 GB2563  NAD 83(1995)-  36 02 30.89981(N)    084 22 23.52835(W) AD(       ) 2
 GB2563  NAD 83(1995)-  36 02 30.89992(N)    084 22 23.52666(W) AD(       ) 2
 GB2563  NAD 83(1986)-  36 02 30.90568(N)    084 22 23.52616(W) AD(       ) 2
 GB2563  NAD 27      -  36 02 30.62690(N)    084 22 23.78571(W) AD(       ) 2
 GB2563  NGVD 29 (07/19/86)  289.4    (m)          949.     (f) VERT ANG       
 GB2563
 GB2563.Superseded values are not recommended for survey control.
 GB2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2563.See file dsdata.txt to determine how the superseded data were derived.
 GB2563
 GB2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3664791790(NAD 83)
 GB2563_MARKER: DD = SURVEY DISK
 GB2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2563
 GB2563  HISTORY     - Date     Condition        Report By
 GB2563  HISTORY     - 1965     MONUMENTED       TNHD
 GB2563
 GB2563                          STATION DESCRIPTION
 GB2563
 GB2563'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2563'THE STATION IS LOCATED ABOUT 2 MILES WEST OF OLIVER SPRINGS.
 GB2563'
 GB2563'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2563'ROUTE 61 IN OLIVER
 GB2563'SPRINGS, GO WESTERLY ON STATE ROUTE 62 FOR 2.25
 GB2563'MILES TO THE STATION ON THE LEFT.
 GB2563'
 GB2563'THE STATION IS 31 FEET NORTH OF THE EDGE OF A STAND OF WOODS, 29 FEET
 GB2563'SOUTH OF THE
 GB2563'APPROXIMATE CENTER OF STATE ROUTE 62, 6 FEET SOUTH OF
 GB2563'THE EDGE OF THE BANK OF A
 GB2563'HIGHWAY CUT AND 3.5 FEET SOUTH OF A METAL
 GB2563'WITNESS POST WITH SIGN.  THE SURFACE AND
 GB2563'UNDERGROUND MARKS ARE
 GB2563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2563'ARE STAMPED MARLOW
 GB2563'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2563'SURFACE.  THE SURFACE
 GB2563'DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB2563'CONCRETE MONUMENT.
 GB2563'
 GB2563'REFERENCE MARK NO. 1 IS 64 FEET WEST OF TELEPHONE POLE NO. 39, 35
 GB2563'FEET NORTH OF THE
 GB2563'EDGE OF A STAND OF WOODS, 28 FEET SOUTH OF THE
 GB2563'APPROXIMATE CENTER OF STATE ROUTE 62
 GB2563'AND 1 FOOT SOUTH OF THE EDGE OF
 GB2563'THE BANK OF A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE
 GB2563'HIGHWAY
 GB2563'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN OUTCROPPING
 GB2563'BEDROCK AND THE
 GB2563'DISK IS STAMPED MARLOW RM-1 1965.
 GB2563'
 GB2563'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE EDGE OF A STAND OF
 GB2563'WOODS, 26 FEET
 GB2563'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 62, AND
 GB2563'3 FEET SOUTH OF THE EDGE OF THE
 GB2563'BANK OF A HIGHWAY CUT.  IT IS A
 GB2563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2563'CEMENTED FLUSH IN A
 GB2563'DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB2563'MARLOW RM-2
 GB2563'1965.
 GB2563'
 GB2563'THE AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GB2563'ROUTE 62 AND 2.1
 GB2563'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 GB2563'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2563'DEPARTMENT DISK CEMENTED FLUSH IN
 GB2563'A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GB2563'STAMPED MARLOW
 GB2563'AZI 1965.
 GB2563'
 GB2563'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 GB2563'STATE ROUTE 62 FOR
 GB2563'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GB2563'DESCRIBED.
 GB2563'
 GB2563'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2563'
 GB2563'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2381 ***********************************************************************
 GB2381  DESIGNATION -  MARR
 GB2381  PID         -  GB2381
 GB2381  STATE/COUNTY-  TN/OVERTON
 GB2381  USGS QUAD   -  ALPINE (1979)
 GB2381
 GB2381                         *CURRENT SURVEY CONTROL
 GB2381  ___________________________________________________________________
 GB2381* NAD 83(1995)-  36 28 09.87675(N)    085 12 14.13147(W)     ADJUSTED  
 GB2381* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 GB2381  ___________________________________________________________________
 GB2381  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 GB2381  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB2381
 GB2381  HORZ ORDER  -  THIRD
 GB2381
 GB2381.The horizontal coordinates were established by classical geodetic methods
 GB2381.and adjusted by the National Geodetic Survey in April 1999..
 GB2381
 GB2381.The orthometric height was scaled from a topographic map.
 GB2381
 GB2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2381
 GB2381.The geoid height was determined by GEOID03.
 GB2381
 GB2381;                    North         East     Units Scale Factor Converg.
 GB2381;SPC TN       -   237,291.690   671,349.154   MT  1.00000978   +0 27 57.8
 GB2381;SPC TN       -   778,514.49  2,202,584.68   sFT  1.00000978   +0 27 57.8
 GB2381;UTM  16      - 4,037,514.414   660,918.984   MT  0.99991905   +1 04 04.1
 GB2381
 GB2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2381!SPC TN       -   0.99995611  x   1.00000978  =   0.99996589
 GB2381!UTM  16      -   0.99995611  x   0.99991905  =   0.99987516
 GB2381
 GB2381|---------------------------------------------------------------------|
 GB2381| PID    Reference Object                     Distance      Geod. Az  |
 GB2381|                                                           dddmmss.s |
 GB2381| CG6854 MARR RM 1                            14.387 METERS 01840     |
 GB2381| CG6855 MARR RM 2                            11.973 METERS 11357     |
 GB2381| CG6853 MARR AZ MK                                         1920307.1 |
 GB2381|---------------------------------------------------------------------|
 GB2381
 GB2381                          SUPERSEDED SURVEY CONTROL
 GB2381
 GB2381  NAD 83(1995)-  36 28 09.87696(N)    085 12 14.13269(W) AD(       ) 3
 GB2381  NAD 83(1995)-  36 28 09.88712(N)    085 12 14.13538(W) AD(       ) 3
 GB2381  NAD 83(1986)-  36 28 09.88806(N)    085 12 14.13585(W) AD(       ) 3
 GB2381  NAD 27      -  36 28 09.65500(N)    085 12 14.27800(W) AD(       ) 3
 GB2381
 GB2381.Superseded values are not recommended for survey control.
 GB2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2381.See file dsdata.txt to determine how the superseded data were derived.
 GB2381
 GB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6091937514(NAD 83)
 GB2381_MARKER: DS = TRIANGULATION STATION DISK
 GB2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2381
 GB2381  HISTORY     - Date     Condition        Report By
 GB2381  HISTORY     - 1949     MONUMENTED       CGS
 GB2381
 GB2381                          STATION DESCRIPTION
 GB2381
 GB2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2381'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LIVINGSTON ON PROPERTY
 GB2381'OWNED BY O.D. STORY.  IT IS 61 FEET NORTH OF CENTER OF STATE
 GB2381'HIGHWAY 42, 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 GB2381'HOUSE AND 24 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS ABOUT
 GB2381'18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GB2381'MARR 1949.
 GB2381'
 GB2381'REFERENCE MARK NO. 1 IS SET FLUSH IN THE SOUTHEAST CORNER OF A
 GB2381'CONCRETE STEP TO THE PORCH OF CONCRETE HOUSE.  THE DISK IS STAMPED
 GB2381'MARR NO 1 1949.
 GB2381'
 GB2381'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF CENTER OF HIGHWAY, 2 FEET
 GB2381'WEST OF A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 GB2381'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MARR NO 2
 GB2381'1949.
 GB2381'
 GB2381'AZIMUTH MARK IS 27 FEET WEST OF CENTER OF STATE HIGHWAY 42, 3 FEET
 GB2381'NORTH OF A WHITE WITNESS POST, AND 1 FOOT NORTHEAST OF A LARGE OAK
 GB2381'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MARR
 GB2381'1949.
 GB2381'
 GB2381'TO REACH STATION FROM THE OVERTON COUNTY COURTHOUSE IN LIVINGSTON, GO
 GB2381'NORTHEAST ON STATE HIGHWAY 42 FOR 10.65 MILES TO THE AZIMUTH MARK
 GB2381'ON LEFT NEAR OAK TREE, CONTINUE AHEAD ON HIGHWAY FOR 0.3 MILE TO THE
 GB2381'STATION ON LEFT AS DESCRIBED.
 GB2381'
 GB2381'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0379 ***********************************************************************
 FD0379  DESIGNATION -  MARS
 FD0379  PID         -  FD0379
 FD0379  STATE/COUNTY-  TN/MARSHALL
 FD0379  USGS QUAD   -  BRICK CHURCH (1981)
 FD0379
 FD0379                         *CURRENT SURVEY CONTROL
 FD0379  ___________________________________________________________________
 FD0379* NAD 83(1995)-  35 22 20.32217(N)    086 53 09.90502(W)     ADJUSTED  
 FD0379* NAVD 88     -       273.136  (meters)     896.11   (feet)  ADJUSTED  
 FD0379  ___________________________________________________________________
 FD0379  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FD0379  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0379  DYNAMIC HT  -         272.886 (meters)     895.29  (feet)  COMP
 FD0379  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FD0379
 FD0379  HORZ ORDER  -  SECOND
 FD0379  VERT ORDER  -  SECOND    CLASS 0
 FD0379
 FD0379.The horizontal coordinates were established by classical geodetic methods
 FD0379.and adjusted by the National Geodetic Survey in April 1999..
 FD0379
 FD0379.The orthometric height was determined by differential leveling
 FD0379.and adjusted by the National Geodetic Survey in June 1991..
 FD0379
 FD0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0379
 FD0379.The geoid height was determined by GEOID03.
 FD0379
 FD0379.The dynamic height is computed by dividing the NAVD 88
 FD0379.geopotential number by the normal gravity value computed on the
 FD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0379.degrees latitude (g = 980.6199 gals.).
 FD0379
 FD0379.The modeled gravity was interpolated from observed gravity values.
 FD0379
 FD0379;                    North         East     Units Scale Factor Converg.
 FD0379;SPC TN       -   115,638.942   519,481.700   MT  0.99998067   -0 31 07.5
 FD0379;SPC TN       -   379,392.10  1,704,332.88   sFT  0.99998067   -0 31 07.5
 FD0379;UTM  16      - 3,914,338.243   510,347.656   MT  0.99960132   +0 03 57.4
 FD0379
 FD0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0379!SPC TN       -   0.99996148  x   0.99998067  =   0.99994215
 FD0379!UTM  16      -   0.99996148  x   0.99960132  =   0.99956281
 FD0379
 FD0379|---------------------------------------------------------------------|
 FD0379| PID    Reference Object                     Distance      Geod. Az  |
 FD0379|                                                           dddmmss.s |
 FD0379| FD0378 MARS RM 1                             8.635 METERS 07111     |
 FD0379| FD1468 TS J1                               APPROX. 1.7 KM 2274301.5 |
 FD0379| FD0380 MARS RM 2                             6.628 METERS 25056     |
 FD0379|---------------------------------------------------------------------|
 FD0379
 FD0379                          SUPERSEDED SURVEY CONTROL
 FD0379
 FD0379  NAD 83(1995)-  35 22 20.32513(N)    086 53 09.90609(W) AD(       ) 2
 FD0379  NAD 83(1995)-  35 22 20.32717(N)    086 53 09.90694(W) AD(       ) 2
 FD0379  NAD 83(1986)-  35 22 20.33221(N)    086 53 09.90587(W) AD(       ) 2
 FD0379  NAD 27      -  35 22 20.05680(N)    086 53 09.89680(W) AD(       ) 2
 FD0379  NGVD 29 (??/??/92)  273.116  (m)          896.05   (f) ADJ UNCH    2 0
 FD0379
 FD0379.Superseded values are not recommended for survey control.
 FD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0379.See file dsdata.txt to determine how the superseded data were derived.
 FD0379
 FD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1034814338(NAD 83)
 FD0379_MARKER: DE = TRAVERSE STATION DISK
 FD0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0379_STAMPING: MARS 1960
 FD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0379+STABILITY: SURFACE MOTION
 FD0379
 FD0379  HISTORY     - Date     Condition        Report By
 FD0379  HISTORY     - 1960     MONUMENTED       CGS
 FD0379  HISTORY     - 1960     GOOD             CGS
 FD0379
 FD0379                          STATION DESCRIPTION
 FD0379
 FD0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0379'THE STATION IS LOCATED ON THE PROPERTY OF MR ALLEN HICKMAN, ABOUT 8
 FD0379'MILES SOUTHWEST OF
 FD0379'LEWISBURG, AND ABOUT 3 MILES WEST OF CORNERSVILLE.
 FD0379'
 FD0379'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 31A AND STATE
 FD0379'HIGHWAY 129, JUST WEST
 FD0379'OF THE CORNERSVILLE POST OFFICE, GO WEST AND NORTH ON
 FD0379'STATE HIGHWAY 129 FOR 3.85 MILES
 FD0379'TO THE STATION ON THE RIGHT.
 FD0379'
 FD0379'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0379'MONUMENT, STAMPED MARS
 FD0379'1960, AND SET FLUSH.  IT IS 58 FEET SOUTH OF THE
 FD0379'SOUTHWEST CORNER OF A WHITE
 FD0379'FRAME HOUSE, 32 FEET NORTH OF THE CENTER
 FD0379'OF STATE HIGHWAY 129, 4.5 FEET NORTH OF A
 FD0379'STONE RETAINING WALL, AND
 FD0379'NEAR THE CENTER OF THE SOUTH EDGE OF YARD.
 FD0379'
 FD0379'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0379'STAMPED MARS NO 1 1960,
 FD0379'AND SET FLUSH.  IT IS 57 FEET SOUTHEAST OF THE
 FD0379'SOUTHEAST CORNER OF A HOUSE, 32
 FD0379'FEET NORTH OF THE CENTER OF STATE
 FD0379'HIGHWAY 129, AND 7 FEET NORTH OF A STONE RETAINING
 FD0379'WALL.
 FD0379'
 FD0379'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0379'STAMPED MARS NO 2 1960,
 FD0379'AND SET FLUSH.  IT IS 59 FEET SOUTH OF THE SOUTHWEST
 FD0379'CORNER OF A HOUSE, 31 FEET NORTH
 FD0379'OF THE CENTER OF STATE HIGHWAY 129,
 FD0379'AND 4 FEET NORTH OF A STONE RETAINING WALL.
 FD0379'
 FD0379'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0379'50.1 FEET.
 FD0379'
 FD0379'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0379'STATION TS-J1 WILL SERVE
 FD0379'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0379'
 FD0379'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FD0379
 FD0379                          STATION RECOVERY (1960)
 FD0379
 FD0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0379'9 MI S FROM CORNERSVILLE.
 FD0379'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S. HIGHWAY
 FD0379'31A FOR 4.45 MILES, THEN 4.55 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0379'TO THE INTERSECTION OF STATE HIGHWAY 129.  THE STATION MARK IS 58
 FD0379'FT. SOUTH OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 32 FT.
 FD0379'NORTH OF THE CENTER OF STATE HIGHWAY 129, 4.5 FT. NORTH OF A
 FD0379'STONE RETAINING WALL, AND NEAR THE CENTER OF THE SOUTH EDGE
 FD0379'OF THE YARD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0379'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0649 ***********************************************************************
 GB0649  DESIGNATION -  MARS
 GB0649  PID         -  GB0649
 GB0649  STATE/COUNTY-  TN/ANDERSON
 GB0649  USGS QUAD   -  NORRIS (1990)
 GB0649
 GB0649                         *CURRENT SURVEY CONTROL
 GB0649  ___________________________________________________________________
 GB0649* NAD 83(1995)-  36 13 33.74985(N)    084 06 12.40356(W)     ADJUSTED  
 GB0649* NAVD 88     -       397.019  (meters)    1302.55   (feet)  ADJUSTED  
 GB0649  ___________________________________________________________________
 GB0649  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GB0649  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB0649  DYNAMIC HT  -         396.663 (meters)    1301.39  (feet)  COMP
 GB0649  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0649
 GB0649  HORZ ORDER  -  SECOND
 GB0649  VERT ORDER  -  SECOND    CLASS 0
 GB0649
 GB0649.The horizontal coordinates were established by classical geodetic methods
 GB0649.and adjusted by the National Geodetic Survey in April 1999..
 GB0649
 GB0649.The orthometric height was determined by differential leveling
 GB0649.and adjusted by the National Geodetic Survey in June 1991..
 GB0649
 GB0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0649
 GB0649.The geoid height was determined by GEOID03.
 GB0649
 GB0649.The dynamic height is computed by dividing the NAVD 88
 GB0649.geopotential number by the normal gravity value computed on the
 GB0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0649.degrees latitude (g = 980.6199 gals.).
 GB0649
 GB0649.The modeled gravity was interpolated from observed gravity values.
 GB0649
 GB0649;                    North         East     Units Scale Factor Converg.
 GB0649;SPC TN       -   211,648.332   770,495.539   MT  0.99997174   +1 06 37.1
 GB0649;SPC TN       -   694,382.90  2,527,867.45   sFT  0.99997174   +1 06 37.1
 GB0649;UTM  16      - 4,012,911.258   760,346.265   MT  1.00043522   +1 42 45.9
 GB0649
 GB0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0649!SPC TN       -   0.99994245  x   0.99997174  =   0.99991419
 GB0649!UTM  16      -   0.99994245  x   1.00043522  =   1.00037764
 GB0649
 GB0649:                Primary Azimuth Mark                     Grid Az
 GB0649:SPC TN       -  HILL                                     121 42 56.8
 GB0649:UTM  16      -  HILL                                     121 06 48.0
 GB0649
 GB0649|---------------------------------------------------------------------|
 GB0649| PID    Reference Object                     Distance      Geod. Az  |
 GB0649|                                                           dddmmss.s |
 GB0649| GB2539 HILL                                APPROX. 3.5 KM 1224933.9 |
 GB0649| GB0648 MARS AZ MK                                         1681226.9 |
 GB0649| GB0650 MARS RM 1                            22.683 METERS 24148     |
 GB0649| GB0651 MARS RM 2                            18.135 METERS 35008     |
 GB0649|---------------------------------------------------------------------|
 GB0649
 GB0649                          SUPERSEDED SURVEY CONTROL
 GB0649
 GB0649  NAD 83(1995)-  36 13 33.75368(N)    084 06 12.40788(W) AD(       ) 2
 GB0649  NAD 83(1995)-  36 13 33.75474(N)    084 06 12.40738(W) AD(       ) 2
 GB0649  NAD 83(1986)-  36 13 33.76189(N)    084 06 12.40308(W) AD(       ) 2
 GB0649  NAD 27      -  36 13 33.48696(N)    084 06 12.69439(W) AD(       ) 2
 GB0649  NGVD 29 (??/??/92)  397.147  (m)         1302.97   (f) ADJ UNCH    2 0
 GB0649
 GB0649.Superseded values are not recommended for survey control.
 GB0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0649.See file dsdata.txt to determine how the superseded data were derived.
 GB0649
 GB0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6034612911(NAD 83)
 GB0649_MARKER: DB = BENCH MARK DISK
 GB0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0649_STAMPING: MARS 1964
 GB0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0649+STABILITY: SURFACE MOTION
 GB0649
 GB0649  HISTORY     - Date     Condition        Report By
 GB0649  HISTORY     - 1964     MONUMENTED       TNHD
 GB0649  HISTORY     - 1964     GOOD             TNHD
 GB0649
 GB0649                          STATION DESCRIPTION
 GB0649
 GB0649'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0649'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF NORRIS.
 GB0649'
 GB0649'TO REACH THE STATION FROM THE WEST SIDE OF THE NORRIS DAM, GO 1.2
 GB0649'MILES WEST ON U.S.  HIGHWAY
 GB0649'441 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 GB0649'AHEAD FOR 0.1 MILE NORTH TO THE
 GB0649'STATION ON THE RIGHT.
 GB0649'
 GB0649'THE STATION MARK IS 60 FEET NORTH OF THE END OF A ROCK AND CEMENT
 GB0649'WALL, 51 FEET EAST OF THE
 GB0649'APPROXIMATE CENTER OF U.S.  HIGHWAY 441, 21 FEET EAST OF
 GB0649'A 14-INCH PINE TREE, 20.1 FEET
 GB0649'NORTHWEST OF A WITNESS POST, 16 FEET
 GB0649'SOUTHWEST OF A 24-INCH ELM TREE AND 12 FEET EAST
 GB0649'OF THE APPROXIMATE
 GB0649'CENTER OF A TRACK ROAD.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB0649'STANDARD
 GB0649'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB0649'MARS 1964.  THE UNDERGROUND
 GB0649'MARK IS ABOUT 30 INCHES BELOW THE
 GB0649'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB0649'SQUARE, FLUSH,
 GB0649'CONCRETE MONUMENT.
 GB0649'
 GB0649'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE APPROXIMATE CENTER OF
 GB0649'U.S.  HIGHWAY 441
 GB0649'AND 1 FOOT WEST OF A METAL GUARD RAIL.  IT IS A STANDARD
 GB0649'TENNESSEE HIGHWAY DEPARTMENT
 GB0649'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0649'CONCRETE MONUMENT AND THE DISK IS STAMPED MARS
 GB0649'RM-1 1964.
 GB0649'
 GB0649'REFERENCE MARK NO. 2 IS 59 FEET EAST OF THE APPROXIMATE CENTER OF
 GB0649'U.S. HIGHWAY 441, 12 FEET
 GB0649'SOUTH OF A 14-INCH PINE TREE AND 7 FEET WEST OF THE
 GB0649'APPROXIMATE CENTER OF A TRACK
 GB0649'ROAD.  IT IS A STANDARD TENNESSEE
 GB0649'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0649'FLUSH, CONCRETE
 GB0649'MONUMENT AND THE DISK IS STAMPED MARS RM-2 1964.
 GB0649'
 GB0649'THE AZIMUTH MARK IS 52 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0649'U.S. HIGHWAY 441, 29 FEET
 GB0649'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVE
 GB0649'TO THE NORRIS DAM MOTEL AND 2
 GB0649'FEET NORTHWEST OF A POWER POLE.  IT IS
 GB0649'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0649'IN A 10-INCH SQUARE,
 GB0649'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MARS AZI 1964.
 GB0649'
 GB0649'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB0649'
 GB0649'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB0649
 GB0649                          STATION RECOVERY (1964)
 GB0649
 GB0649'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0649'2.5 MI NW FROM NORRIS.
 GB0649'FROM THE WEST SIDE OF NORRIS DAM, GO NORTH FOR 1.3 MILES TO THE
 GB0649'STATION ON THE RIGHT.  THE STATION MARK IS 60 FEET NORTH OF THE
 GB0649'END OF A ROCK AND CEMENT WALL, 51 FEET EAST OF THE APPROXIMATE
 GB0649'CENTER OF U.S. HIGHWAY 441, 21 FEET EAST OF A 14-INCH PINE TREE,
 GB0649'20.1 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 16 FEET
 GB0649'SOUTHWEST OF A 24-INCH ELM TREE AND 12 FEET EAST OF THE APPROXIMATE
 GB0649'CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0649'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0649'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0648 ***********************************************************************
 GB0648  DESIGNATION -  MARS AZ MK
 GB0648  PID         -  GB0648
 GB0648  STATE/COUNTY-  TN/ANDERSON
 GB0648  USGS QUAD   -  NORRIS (1990)
 GB0648
 GB0648                         *CURRENT SURVEY CONTROL
 GB0648  ___________________________________________________________________
 GB0648* NAD 83(1986)-  36 13 32.     (N)    084 06 12.     (W)     SCALED    
 GB0648* NAVD 88     -       396.848  (meters)    1301.99   (feet)  ADJUSTED  
 GB0648  ___________________________________________________________________
 GB0648  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0648  DYNAMIC HT  -         396.492 (meters)    1300.82  (feet)  COMP
 GB0648  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0648
 GB0648  VERT ORDER  -  SECOND    CLASS 0
 GB0648
 GB0648.The horizontal coordinates were scaled from a topographic map and have
 GB0648.an estimated accuracy of +/- 6 seconds.
 GB0648
 GB0648.The orthometric height was determined by differential leveling
 GB0648.and adjusted by the National Geodetic Survey in June 1991..
 GB0648
 GB0648.The geoid height was determined by GEOID03.
 GB0648
 GB0648.The dynamic height is computed by dividing the NAVD 88
 GB0648.geopotential number by the normal gravity value computed on the
 GB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0648.degrees latitude (g = 980.6199 gals.).
 GB0648
 GB0648.The modeled gravity was interpolated from observed gravity values.
 GB0648
 GB0648;                    North         East    Units  Estimated Accuracy
 GB0648;SPC TN       -   211,600.      770,510.      MT  (+/- 180 meters Scaled)
 GB0648
 GB0648                          SUPERSEDED SURVEY CONTROL
 GB0648
 GB0648  NGVD 29 (??/??/??)  397.04   (m)         1302.6    (f) RESET       3  
 GB0648
 GB0648.Superseded values are not recommended for survey control.
 GB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0648.See file dsdata.txt to determine how the superseded data were derived.
 GB0648
 GB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603128(NAD 83)
 GB0648_MARKER: DZ = AZIMUTH MARK DISK
 GB0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0648_STAMPING: MARS AZI 1964
 GB0648_MARK LOGO: TNHD  
 GB0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0648+STABILITY: SURFACE MOTION
 GB0648
 GB0648  HISTORY     - Date     Condition        Report By
 GB0648  HISTORY     - 1964     MONUMENTED       TNHD
 GB0648
 GB0648                          STATION DESCRIPTION
 GB0648
 GB0648'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0648'1.2 MI NW FROM NORRIS.
 GB0648'FROM THE WEST SIDE OF NORRIS DAM GO 1.2 MILES WEST ON U.S. HIGHWAY
 GB0648'441 TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS 52 FEET
 GB0648'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 29 FEET
 GB0648'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVE TO THE
 GB0648'NORRIS DAM MOTEL AND 2 FEET NORTHWEST OF A POWER POLE.  THE
 GB0648'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0648'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0378 ***********************************************************************
 FD0378  DESIGNATION -  MARS RM 1
 FD0378  PID         -  FD0378
 FD0378  STATE/COUNTY-  TN/MARSHALL
 FD0378  USGS QUAD   -  BRICK CHURCH (1981)
 FD0378
 FD0378                         *CURRENT SURVEY CONTROL
 FD0378  ___________________________________________________________________
 FD0378* NAD 83(1986)-  35 22 20.     (N)    086 53 09.     (W)     SCALED    
 FD0378* NAVD 88     -       273.248  (meters)     896.48   (feet)  ADJUSTED  
 FD0378  ___________________________________________________________________
 FD0378  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0378  DYNAMIC HT  -         272.998 (meters)     895.66  (feet)  COMP
 FD0378  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FD0378
 FD0378  VERT ORDER  -  SECOND    CLASS 0
 FD0378
 FD0378.The horizontal coordinates were scaled from a topographic map and have
 FD0378.an estimated accuracy of +/- 6 seconds.
 FD0378
 FD0378.The orthometric height was determined by differential leveling
 FD0378.and adjusted by the National Geodetic Survey in June 1991..
 FD0378
 FD0378.The geoid height was determined by GEOID03.
 FD0378
 FD0378.The dynamic height is computed by dividing the NAVD 88
 FD0378.geopotential number by the normal gravity value computed on the
 FD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0378.degrees latitude (g = 980.6199 gals.).
 FD0378
 FD0378.The modeled gravity was interpolated from observed gravity values.
 FD0378
 FD0378;                    North         East    Units  Estimated Accuracy
 FD0378;SPC TN       -   115,630.      519,500.      MT  (+/- 180 meters Scaled)
 FD0378
 FD0378                          SUPERSEDED SURVEY CONTROL
 FD0378
 FD0378  NGVD 29 (??/??/92)  273.228  (m)          896.42   (f) ADJ UNCH    2 0
 FD0378
 FD0378.Superseded values are not recommended for survey control.
 FD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0378.See file dsdata.txt to determine how the superseded data were derived.
 FD0378
 FD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103143(NAD 83)
 FD0378_MARKER: DR = REFERENCE MARK DISK
 FD0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0378_STAMPING: MARS NO 1 1960
 FD0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0378+STABILITY: SURFACE MOTION
 FD0378
 FD0378  HISTORY     - Date     Condition        Report By
 FD0378  HISTORY     - 1960     MONUMENTED       CGS
 FD0378
 FD0378                          STATION DESCRIPTION
 FD0378
 FD0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0378'9 MI S FROM CORNERSVILLE.
 FD0378'THIS MARK IS LOCATED AT THE MARS 1960 STATION SITE, 28.3 FT. EAST
 FD0378'OF THE STATION MARK, 57 FT. SOUTHEAST OF THE SOUTHEAST CORNER
 FD0378'OF A HOUSE, 32 FT. NORTH OF THE CENTER OF STATE HIGHWAY 129, AND
 FD0378'7 FT. NORTH OF A STONE RETAINING WALL.  THE DISK IS SET IN TOP
 FD0378'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0650 ***********************************************************************
 GB0650  DESIGNATION -  MARS RM 1
 GB0650  PID         -  GB0650
 GB0650  STATE/COUNTY-  TN/ANDERSON
 GB0650  USGS QUAD   -  NORRIS (1990)
 GB0650
 GB0650                         *CURRENT SURVEY CONTROL
 GB0650  ___________________________________________________________________
 GB0650* NAD 83(1986)-  36 13 34.     (N)    084 06 12.     (W)     SCALED    
 GB0650* NAVD 88     -       397.285  (meters)    1303.43   (feet)  ADJUSTED  
 GB0650  ___________________________________________________________________
 GB0650  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0650  DYNAMIC HT  -         396.930 (meters)    1302.26  (feet)  COMP
 GB0650  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0650
 GB0650  VERT ORDER  -  SECOND    CLASS 0
 GB0650
 GB0650.The horizontal coordinates were scaled from a topographic map and have
 GB0650.an estimated accuracy of +/- 6 seconds.
 GB0650
 GB0650.The orthometric height was determined by differential leveling
 GB0650.and adjusted by the National Geodetic Survey in June 1991..
 GB0650
 GB0650.The geoid height was determined by GEOID03.
 GB0650
 GB0650.The dynamic height is computed by dividing the NAVD 88
 GB0650.geopotential number by the normal gravity value computed on the
 GB0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0650.degrees latitude (g = 980.6199 gals.).
 GB0650
 GB0650.The modeled gravity was interpolated from observed gravity values.
 GB0650
 GB0650;                    North         East    Units  Estimated Accuracy
 GB0650;SPC TN       -   211,660.      770,510.      MT  (+/- 180 meters Scaled)
 GB0650
 GB0650                          SUPERSEDED SURVEY CONTROL
 GB0650
 GB0650  NGVD 29 (??/??/92)  397.414  (m)         1303.85   (f) ADJ UNCH    2 0
 GB0650
 GB0650.Superseded values are not recommended for survey control.
 GB0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0650.See file dsdata.txt to determine how the superseded data were derived.
 GB0650
 GB0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603129(NAD 83)
 GB0650_MARKER: DR = REFERENCE MARK DISK
 GB0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0650_STAMPING: MARS RM-1 1964
 GB0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0650+STABILITY: SURFACE MOTION
 GB0650
 GB0650  HISTORY     - Date     Condition        Report By
 GB0650  HISTORY     - 1964     MONUMENTED       TNHD
 GB0650
 GB0650                          STATION DESCRIPTION
 GB0650
 GB0650'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0650'2.5 MI NW FROM NORRIS.
 GB0650'THE MARK IS LOCATED AT THE MARS 1964 STATION SITE.  THE MARK IS
 GB0650'23 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 12
 GB0650'FEET SOUTH OF A 14-INCH PINE TREE AND 7 FEET WEST OF THE APPROXIMATE
 GB0650'CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD TENNESSEE
 GB0650'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0650'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0380 ***********************************************************************
 FD0380  DESIGNATION -  MARS RM 2
 FD0380  PID         -  FD0380
 FD0380  STATE/COUNTY-  TN/MARSHALL
 FD0380  USGS QUAD   -  BRICK CHURCH (1981)
 FD0380
 FD0380                         *CURRENT SURVEY CONTROL
 FD0380  ___________________________________________________________________
 FD0380* NAD 83(1986)-  35 22 20.     (N)    086 53 09.     (W)     SCALED    
 FD0380* NAVD 88     -       272.938  (meters)     895.46   (feet)  ADJUSTED  
 FD0380  ___________________________________________________________________
 FD0380  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0380  DYNAMIC HT  -         272.689 (meters)     894.65  (feet)  COMP
 FD0380  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FD0380
 FD0380  VERT ORDER  -  SECOND    CLASS 0
 FD0380
 FD0380.The horizontal coordinates were scaled from a topographic map and have
 FD0380.an estimated accuracy of +/- 6 seconds.
 FD0380
 FD0380.The orthometric height was determined by differential leveling
 FD0380.and adjusted by the National Geodetic Survey in June 1991..
 FD0380
 FD0380.The geoid height was determined by GEOID03.
 FD0380
 FD0380.The dynamic height is computed by dividing the NAVD 88
 FD0380.geopotential number by the normal gravity value computed on the
 FD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0380.degrees latitude (g = 980.6199 gals.).
 FD0380
 FD0380.The modeled gravity was interpolated from observed gravity values.
 FD0380
 FD0380;                    North         East    Units  Estimated Accuracy
 FD0380;SPC TN       -   115,630.      519,500.      MT  (+/- 180 meters Scaled)
 FD0380
 FD0380                          SUPERSEDED SURVEY CONTROL
 FD0380
 FD0380  NGVD 29 (??/??/92)  272.918  (m)          895.40   (f) ADJ UNCH    2 0
 FD0380
 FD0380.Superseded values are not recommended for survey control.
 FD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0380.See file dsdata.txt to determine how the superseded data were derived.
 FD0380
 FD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103143(NAD 83)
 FD0380_MARKER: DR = REFERENCE MARK DISK
 FD0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0380_STAMPING: MARS NO 2 1960
 FD0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0380+STABILITY: SURFACE MOTION
 FD0380
 FD0380  HISTORY     - Date     Condition        Report By
 FD0380  HISTORY     - 1960     MONUMENTED       CGS
 FD0380
 FD0380                          STATION DESCRIPTION
 FD0380
 FD0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0380'9 MI S FROM CORNERSVILLE.
 FD0380'THIS MARK IS LOCATED AT THE MARS 1960 STATION SITE, 21.7 FT.
 FD0380'WEST OF THE STATION MARK, 59 FT. SOUTH OF THE SOUTHWEST CORNER
 FD0380'OF A HOUSE, 31 FT. NORTH OF THE CENTER OF STATE HIGHWAY 129,
 FD0380'AND 4 FT. NORTH OF A STONE RETAINING WALL.  THE DISK IS SET
 FD0380'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0651 ***********************************************************************
 GB0651  DESIGNATION -  MARS RM 2
 GB0651  PID         -  GB0651
 GB0651  STATE/COUNTY-  TN/ANDERSON
 GB0651  USGS QUAD   -  NORRIS (1990)
 GB0651
 GB0651                         *CURRENT SURVEY CONTROL
 GB0651  ___________________________________________________________________
 GB0651* NAD 83(1986)-  36 13 34.     (N)    084 06 12.     (W)     SCALED    
 GB0651* NAVD 88     -       398.931  (meters)    1308.83   (feet)  ADJUSTED  
 GB0651  ___________________________________________________________________
 GB0651  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0651  DYNAMIC HT  -         398.574 (meters)    1307.65  (feet)  COMP
 GB0651  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0651
 GB0651  VERT ORDER  -  SECOND    CLASS 0
 GB0651
 GB0651.The horizontal coordinates were scaled from a topographic map and have
 GB0651.an estimated accuracy of +/- 6 seconds.
 GB0651
 GB0651.The orthometric height was determined by differential leveling
 GB0651.and adjusted by the National Geodetic Survey in June 1991..
 GB0651
 GB0651.The geoid height was determined by GEOID03.
 GB0651
 GB0651.The dynamic height is computed by dividing the NAVD 88
 GB0651.geopotential number by the normal gravity value computed on the
 GB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0651.degrees latitude (g = 980.6199 gals.).
 GB0651
 GB0651.The modeled gravity was interpolated from observed gravity values.
 GB0651
 GB0651;                    North         East    Units  Estimated Accuracy
 GB0651;SPC TN       -   211,660.      770,510.      MT  (+/- 180 meters Scaled)
 GB0651
 GB0651                          SUPERSEDED SURVEY CONTROL
 GB0651
 GB0651  NGVD 29 (??/??/92)  399.060  (m)         1309.25   (f) ADJ UNCH    2 0
 GB0651
 GB0651.Superseded values are not recommended for survey control.
 GB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0651.See file dsdata.txt to determine how the superseded data were derived.
 GB0651
 GB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603129(NAD 83)
 GB0651_MARKER: DR = REFERENCE MARK DISK
 GB0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0651_STAMPING: MARS RM-2 1964
 GB0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0651+STABILITY: SURFACE MOTION
 GB0651
 GB0651  HISTORY     - Date     Condition        Report By
 GB0651  HISTORY     - 1964     MONUMENTED       TNHD
 GB0651
 GB0651                          STATION DESCRIPTION
 GB0651
 GB0651'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0651'2.5 MI NW FROM NORRIS.
 GB0651'THE MARK IS LOCATED AT THE MARS 1964 STATION SITE.  THE MARK IS
 GB0651'59 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 29
 GB0651'FEET SOUTH OF A 14-INCH PINE TREE AND 7 FEET WEST OF THE
 GB0651'APPROXIMATE CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD
 GB0651'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0651'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0831 ***********************************************************************
 GB0831  DESIGNATION -  MART
 GB0831  PID         -  GB0831
 GB0831  STATE/COUNTY-  TN/ANDERSON
 GB0831  USGS QUAD   -  LAKE CITY (1973)
 GB0831
 GB0831                         *CURRENT SURVEY CONTROL
 GB0831  ___________________________________________________________________
 GB0831* NAD 83(1995)-  36 09 04.70691(N)    084 08 51.57615(W)     ADJUSTED  
 GB0831* NAVD 88     -       269.070  (meters)     882.77   (feet)  ADJUSTED  
 GB0831  ___________________________________________________________________
 GB0831  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 GB0831  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0831  DYNAMIC HT  -         268.827 (meters)     881.98  (feet)  COMP
 GB0831  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0831
 GB0831  HORZ ORDER  -  SECOND
 GB0831  VERT ORDER  -  SECOND    CLASS 0
 GB0831
 GB0831.The horizontal coordinates were established by classical geodetic methods
 GB0831.and adjusted by the National Geodetic Survey in April 1999..
 GB0831
 GB0831.The orthometric height was determined by differential leveling
 GB0831.and adjusted by the National Geodetic Survey in June 1991..
 GB0831
 GB0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0831
 GB0831.The geoid height was determined by GEOID03.
 GB0831
 GB0831.The dynamic height is computed by dividing the NAVD 88
 GB0831.geopotential number by the normal gravity value computed on the
 GB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0831.degrees latitude (g = 980.6199 gals.).
 GB0831
 GB0831.The modeled gravity was interpolated from observed gravity values.
 GB0831
 GB0831;                    North         East     Units Scale Factor Converg.
 GB0831;SPC TN       -   203,281.270   766,678.177   MT  0.99996368   +1 05 04.0
 GB0831;SPC TN       -   666,931.97  2,515,343.32   sFT  0.99996368   +1 05 04.0
 GB0831;UTM  16      - 4,004,500.798   756,615.144   MT  1.00041146   +1 41 00.9
 GB0831
 GB0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0831!SPC TN       -   0.99996254  x   0.99996368  =   0.99992622
 GB0831!UTM  16      -   0.99996254  x   1.00041146  =   1.00037398
 GB0831
 GB0831|---------------------------------------------------------------------|
 GB0831| PID    Reference Object                     Distance      Geod. Az  |
 GB0831|                                                           dddmmss.s |
 GB0831| GB0830 MART RM 1                             7.306 METERS 02700     |
 GB0831| GB0833 MART AZ MK                                         2083325.3 |
 GB0831| GB0832 MART RM 2                             6.703 METERS 20925     |
 GB0831|---------------------------------------------------------------------|
 GB0831
 GB0831                          SUPERSEDED SURVEY CONTROL
 GB0831
 GB0831  NAD 83(1995)-  36 09 04.71050(N)    084 08 51.57928(W) AD(       ) 2
 GB0831  NAD 83(1995)-  36 09 04.71082(N)    084 08 51.57887(W) AD(       ) 2
 GB0831  NAD 83(1986)-  36 09 04.71808(N)    084 08 51.57523(W) AD(       ) 2
 GB0831  NAD 27      -  36 09 04.43982(N)    084 08 51.86473(W) AD(       ) 2
 GB0831  NGVD 29 (??/??/92)  269.204  (m)          883.21   (f) ADJ UNCH    2 0
 GB0831
 GB0831.Superseded values are not recommended for survey control.
 GB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0831.See file dsdata.txt to determine how the superseded data were derived.
 GB0831
 GB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5661504501(NAD 83)
 GB0831_MARKER: DD = SURVEY DISK
 GB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0831_STAMPING: MART 1964
 GB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0831+STABILITY: SURFACE MOTION
 GB0831
 GB0831  HISTORY     - Date     Condition        Report By
 GB0831  HISTORY     - 1964     MONUMENTED       TNHD
 GB0831  HISTORY     - 1965     GOOD             TNHD
 GB0831
 GB0831                          STATION DESCRIPTION
 GB0831
 GB0831'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0831'THE STATION IS ABOUT 4 MILES NORTH OF CLINTON.
 GB0831'
 GB0831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0831'ROUTE 61 IN CLINTON, GO
 GB0831'NORTH ON U.S.  HIGHWAY 25W FOR 3.95 MILES TO THE
 GB0831'AZIMUTH MARK ON THE LEFT,
 GB0831'CONTINUE FOR 0.2 MILE TO THE STATION ON THE
 GB0831'RIGHT.
 GB0831'
 GB0831'THE STATION IS 45 FEET SOUTHWEST OF A 12-INCH CEDAR TREE AND 18 FEET
 GB0831'SOUTHEAST OF THE
 GB0831'APPROXIMATE CENTER OF U.S.  HIGHWAY 25W.
 GB0831'
 GB0831'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK AND ARE
 GB0831'STAMPED MART 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GB0831'INCHES BELOW THE SURFACE.  THE
 GB0831'SURFACE DISK IS SET IN A 10-INCH
 GB0831'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0831'
 GB0831'REFERENCE MARK NO. 1 IS 25 FEET SOUTHWEST OF A 12-INCH CEDAR TREE AND
 GB0831'18 FEET SOUTHEAST OF THE
 GB0831'APPROXIMATE CENTER OF U.S.  HIGHWAY 25W.  IT IS A
 GB0831'STANDARD TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0831'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0831'STAMPED MART RM-1 1964.
 GB0831'
 GB0831'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF A BRACE POLE AND 18 FEET
 GB0831'SOUTHEAST OF THE
 GB0831'APPROXIMATE CENTER OF U.S.  HIGHWAY 25W.  IT IS A STANDARD
 GB0831'TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0831'CONCRETE MONUMENT AND THE DISK IS
 GB0831'STAMPED MART RM-2 1964.
 GB0831'
 GB0831'THE AZIMUTH MARK IS 22 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB0831'U.S. HIGHWAY 25W AND 4 FEET
 GB0831'SOUTH OF POWER POLE NO.  991.  IT IS A STANDARD
 GB0831'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0831'SET IN A 10-INCH SQUARE, FLUSH,
 GB0831'CONCRETE MONUMENT AND THE DISK IS STAMPED MART AZI
 GB0831'1964.
 GB0831'
 GB0831'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0831'
 GB0831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0831
 GB0831                          STATION RECOVERY (1965)
 GB0831
 GB0831'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0831'4.2 MI N FROM CLINTON.
 GB0831'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 AT
 GB0831'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 4.15 MILES TO THE
 GB0831'MARK ON THE RIGHT.  THE MARK IS 45 FEET SOUTHWEST OF A 12-INCH
 GB0831'CEDAR TREE AND 18 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0831'U.S. HIGHWAY 25W.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0831'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0833 ***********************************************************************
 GB0833  DESIGNATION -  MART AZ MK
 GB0833  PID         -  GB0833
 GB0833  STATE/COUNTY-  TN/ANDERSON
 GB0833  USGS QUAD   -  LAKE CITY (1973)
 GB0833
 GB0833                         *CURRENT SURVEY CONTROL
 GB0833  ___________________________________________________________________
 GB0833* NAD 83(1986)-  36 08 53.     (N)    084 08 59.     (W)     SCALED    
 GB0833* NAVD 88     -       268.816  (meters)     881.94   (feet)  ADJUSTED  
 GB0833  ___________________________________________________________________
 GB0833  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0833  DYNAMIC HT  -         268.573 (meters)     881.14  (feet)  COMP
 GB0833  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0833
 GB0833  VERT ORDER  -  SECOND    CLASS 0
 GB0833
 GB0833.The horizontal coordinates were scaled from a topographic map and have
 GB0833.an estimated accuracy of +/- 6 seconds.
 GB0833
 GB0833.The orthometric height was determined by differential leveling
 GB0833.and adjusted by the National Geodetic Survey in June 1991..
 GB0833
 GB0833.The geoid height was determined by GEOID03.
 GB0833
 GB0833.The dynamic height is computed by dividing the NAVD 88
 GB0833.geopotential number by the normal gravity value computed on the
 GB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0833.degrees latitude (g = 980.6199 gals.).
 GB0833
 GB0833.The modeled gravity was interpolated from observed gravity values.
 GB0833
 GB0833;                    North         East    Units  Estimated Accuracy
 GB0833;SPC TN       -   202,920.      766,500.      MT  (+/- 180 meters Scaled)
 GB0833
 GB0833                          SUPERSEDED SURVEY CONTROL
 GB0833
 GB0833  NGVD 29 (??/??/??)  268.99   (m)          882.5    (f) RESET       3  
 GB0833
 GB0833.Superseded values are not recommended for survey control.
 GB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0833.See file dsdata.txt to determine how the superseded data were derived.
 GB0833
 GB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564041(NAD 83)
 GB0833_MARKER: DZ = AZIMUTH MARK DISK
 GB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0833_STAMPING: MART AZI 1964
 GB0833_MARK LOGO: TNHD  
 GB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0833+STABILITY: SURFACE MOTION
 GB0833
 GB0833  HISTORY     - Date     Condition        Report By
 GB0833  HISTORY     - 1964     MONUMENTED       TNHD
 GB0833  HISTORY     - 1965     GOOD             TNHD
 GB0833
 GB0833                          STATION DESCRIPTION
 GB0833
 GB0833'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0833'4 MI N FROM CLINTON.
 GB0833'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 IN
 GB0833'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 3.95 MILES TO THE MARK
 GB0833'ON THE LEFT.  THE MARK IS 22 FEET NORTHWEST OF THE APPROXIMATE
 GB0833'CENTER OF U.S. HIGHWAY 25W AND 4 FEET SOUTH OF POWER POLE
 GB0833'NO. 991.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0833'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GB0833'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0830 ***********************************************************************
 GB0830  DESIGNATION -  MART RM 1
 GB0830  PID         -  GB0830
 GB0830  STATE/COUNTY-  TN/ANDERSON
 GB0830  USGS QUAD   -  LAKE CITY (1973)
 GB0830
 GB0830                         *CURRENT SURVEY CONTROL
 GB0830  ___________________________________________________________________
 GB0830* NAD 83(1986)-  36 09 04.     (N)    084 08 52.     (W)     SCALED    
 GB0830* NAVD 88     -       268.858  (meters)     882.08   (feet)  ADJUSTED  
 GB0830  ___________________________________________________________________
 GB0830  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0830  DYNAMIC HT  -         268.615 (meters)     881.28  (feet)  COMP
 GB0830  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0830
 GB0830  VERT ORDER  -  SECOND    CLASS 0
 GB0830
 GB0830.The horizontal coordinates were scaled from a topographic map and have
 GB0830.an estimated accuracy of +/- 6 seconds.
 GB0830
 GB0830.The orthometric height was determined by differential leveling
 GB0830.and adjusted by the National Geodetic Survey in June 1991..
 GB0830
 GB0830.The geoid height was determined by GEOID03.
 GB0830
 GB0830.The dynamic height is computed by dividing the NAVD 88
 GB0830.geopotential number by the normal gravity value computed on the
 GB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0830.degrees latitude (g = 980.6199 gals.).
 GB0830
 GB0830.The modeled gravity was interpolated from observed gravity values.
 GB0830
 GB0830;                    North         East    Units  Estimated Accuracy
 GB0830;SPC TN       -   203,260.      766,670.      MT  (+/- 180 meters Scaled)
 GB0830
 GB0830                          SUPERSEDED SURVEY CONTROL
 GB0830
 GB0830  NGVD 29 (??/??/92)  268.991  (m)          882.51   (f) ADJ UNCH    2 0
 GB0830
 GB0830.Superseded values are not recommended for survey control.
 GB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0830.See file dsdata.txt to determine how the superseded data were derived.
 GB0830
 GB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566044(NAD 83)
 GB0830_MARKER: DR = REFERENCE MARK DISK
 GB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0830_STAMPING: MART RM 1 1964
 GB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0830+STABILITY: SURFACE MOTION
 GB0830
 GB0830  HISTORY     - Date     Condition        Report By
 GB0830  HISTORY     - 1964     MONUMENTED       TNHD
 GB0830  HISTORY     - 1965     GOOD             TNHD
 GB0830
 GB0830                          STATION DESCRIPTION
 GB0830
 GB0830'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0830'4.2 MI N FROM CLINTON.
 GB0830'THE MARK IS LOCATED AT THE MART 1964 STATION SITE, RM-1 IS 25
 GB0830'FEET SOUTHWEST OF A 12-INCH CEDAR TREE AND 18 FEET SOUTHEAST
 GB0830'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE MARK IS A
 GB0830'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0830'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0832 ***********************************************************************
 GB0832  DESIGNATION -  MART RM 2
 GB0832  PID         -  GB0832
 GB0832  STATE/COUNTY-  TN/ANDERSON
 GB0832  USGS QUAD   -  LAKE CITY (1973)
 GB0832
 GB0832                         *CURRENT SURVEY CONTROL
 GB0832  ___________________________________________________________________
 GB0832* NAD 83(1986)-  36 09 04.     (N)    084 08 52.     (W)     SCALED    
 GB0832* NAVD 88     -       269.363  (meters)     883.74   (feet)  ADJUSTED  
 GB0832  ___________________________________________________________________
 GB0832  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0832  DYNAMIC HT  -         269.119 (meters)     882.93  (feet)  COMP
 GB0832  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0832
 GB0832  VERT ORDER  -  SECOND    CLASS 0
 GB0832
 GB0832.The horizontal coordinates were scaled from a topographic map and have
 GB0832.an estimated accuracy of +/- 6 seconds.
 GB0832
 GB0832.The orthometric height was determined by differential leveling
 GB0832.and adjusted by the National Geodetic Survey in June 1991..
 GB0832
 GB0832.The geoid height was determined by GEOID03.
 GB0832
 GB0832.The dynamic height is computed by dividing the NAVD 88
 GB0832.geopotential number by the normal gravity value computed on the
 GB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0832.degrees latitude (g = 980.6199 gals.).
 GB0832
 GB0832.The modeled gravity was interpolated from observed gravity values.
 GB0832
 GB0832;                    North         East    Units  Estimated Accuracy
 GB0832;SPC TN       -   203,260.      766,670.      MT  (+/- 180 meters Scaled)
 GB0832
 GB0832                          SUPERSEDED SURVEY CONTROL
 GB0832
 GB0832  NGVD 29 (??/??/92)  269.495  (m)          884.17   (f) ADJ UNCH    2 0
 GB0832
 GB0832.Superseded values are not recommended for survey control.
 GB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0832.See file dsdata.txt to determine how the superseded data were derived.
 GB0832
 GB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566044(NAD 83)
 GB0832_MARKER: DR = REFERENCE MARK DISK
 GB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0832_STAMPING: MART RM 2 1964
 GB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0832+STABILITY: SURFACE MOTION
 GB0832
 GB0832  HISTORY     - Date     Condition        Report By
 GB0832  HISTORY     - 1964     MONUMENTED       TNHD
 GB0832  HISTORY     - 1965     GOOD             TNHD
 GB0832
 GB0832                          STATION DESCRIPTION
 GB0832
 GB0832'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0832'4.2 MI N FROM CLINTON.
 GB0832'THE MARK IS LOCATED AT THE MART 1964 STATION SITE, 32 FEET
 GB0832'NORTH OF A BRACE POLE AND 18 FEET SOUTHEAST OF THE APPROXIMATE
 GB0832'CENTER OF U.S. HIGHWAY 25W.  THE MARK IS A STANDARD TENNESSEE
 GB0832'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0832'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1424 ***********************************************************************
 GA1424  DESIGNATION -  MARTIN
 GA1424  PID         -  GA1424
 GA1424  STATE/COUNTY-  TN/HAWKINS
 GA1424  USGS QUAD   -  CHURCH HILL (1991)
 GA1424
 GA1424                         *CURRENT SURVEY CONTROL
 GA1424  ___________________________________________________________________
 GA1424* NAD 83(1995)-  36 31 41.66876(N)    082 41 12.04953(W)     ADJUSTED  
 GA1424* NAVD 88     -       386.355  (meters)    1267.57   (feet)  ADJUSTED  
 GA1424  ___________________________________________________________________
 GA1424  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GA1424  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1424  DYNAMIC HT  -         386.007 (meters)    1266.42  (feet)  COMP
 GA1424  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1424
 GA1424  HORZ ORDER  -  SECOND
 GA1424  VERT ORDER  -  SECOND    CLASS 0
 GA1424
 GA1424.The horizontal coordinates were established by classical geodetic methods
 GA1424.and adjusted by the National Geodetic Survey in April 1999..
 GA1424
 GA1424.The orthometric height was determined by differential leveling
 GA1424.and adjusted by the National Geodetic Survey in June 1991..
 GA1424
 GA1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1424
 GA1424.The geoid height was determined by GEOID03.
 GA1424
 GA1424.The dynamic height is computed by dividing the NAVD 88
 GA1424.geopotential number by the normal gravity value computed on the
 GA1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1424.degrees latitude (g = 980.6199 gals.).
 GA1424
 GA1424.The modeled gravity was interpolated from observed gravity values.
 GA1424
 GA1424;                    North         East     Units Scale Factor Converg.
 GA1424;SPC TN       -   248,552.625   896,685.867   MT  1.00002169   +1 56 23.1
 GA1424;SPC TN       -   815,459.74  2,941,876.88   sFT  1.00002169   +1 56 23.1
 GA1424;UTM  17      - 4,043,863.893   348,997.346   MT  0.99988093   -1 00 14.9
 GA1424
 GA1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1424!SPC TN       -   0.99994429  x   1.00002169  =   0.99996597
 GA1424!UTM  17      -   0.99994429  x   0.99988093  =   0.99982522
 GA1424
 GA1424:                Primary Azimuth Mark                     Grid Az
 GA1424:SPC TN       -  BLOCK CITY FIRST BAPTIST CH              043 35 02.5
 GA1424:UTM  17      -  BLOCK CITY FIRST BAPTIST CH              046 31 40.5
 GA1424
 GA1424|---------------------------------------------------------------------|
 GA1424| PID    Reference Object                     Distance      Geod. Az  |
 GA1424|                                                           dddmmss.s |
 GA1424| GA3437 BLOCK CITY FIRST BAPTIST CH         APPROX. 1.7 KM 0453125.6 |
 GA1424| GA1425 MARTIN RM 1                          25.724 METERS 08001     |
 GA1424| GA3435 RADIO STATION WKPT FM MAST          APPROX. 9.0 KM 0905226.3 |
 GA1424| GA3438 CHURCH HILL FIRST BAPTIST CH        APPROX. 2.1 KM 2523027.3 |
 GA1424| GA1423 MARTIN RM 2                          24.508 METERS 33026     |
 GA1424|---------------------------------------------------------------------|
 GA1424
 GA1424                          SUPERSEDED SURVEY CONTROL
 GA1424
 GA1424  NAD 83(1995)-  36 31 41.66971(N)    082 41 12.05106(W) AD(       ) 2
 GA1424  NAD 83(1995)-  36 31 41.67203(N)    082 41 12.06488(W) AD(       ) 2
 GA1424  NAD 83(1995)-  36 31 41.67470(N)    082 41 12.05218(W) AD(       ) 2
 GA1424  NAD 83(1986)-  36 31 41.67609(N)    082 41 12.05279(W) AD(       ) 2
 GA1424  NAD 27      -  36 31 41.32057(N)    082 41 12.47663(W) AD(       ) 2
 GA1424  NGVD 29 (??/??/92)  386.521  (m)         1268.11   (f) ADJ UNCH    2 0
 GA1424
 GA1424.Superseded values are not recommended for survey control.
 GA1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1424.See file dsdata.txt to determine how the superseded data were derived.
 GA1424
 GA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4899743864(NAD 83)
 GA1424_MARKER: DD = SURVEY DISK
 GA1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1424_STAMPING: MARTIN 1963
 GA1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1424+STABILITY: SURFACE MOTION
 GA1424
 GA1424  HISTORY     - Date     Condition        Report By
 GA1424  HISTORY     - 1963     MONUMENTED       TNHD
 GA1424  HISTORY     - 1964     GOOD             TNHD
 GA1424
 GA1424                          STATION DESCRIPTION
 GA1424
 GA1424'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1424'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CHURCH HILL.
 GA1424'
 GA1424'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO
 GA1424'NORTHEAST ON U.S.
 GA1424'HIGHWAY 11W FOR 1.5 MILES TO THE HOME OF HARLES EMERY MARTIN ON
 GA1424'THE RIGHT AND THE
 GA1424'STATION AS DESCRIBED.
 GA1424'
 GA1424'THE STATION IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN
 GA1424'SHINGLED HOUSE, 80 FEET
 GA1424'NORTHEAST OF A FENCE CORNER, 11.4 FEET EAST OF A
 GA1424'WITNESS POST AND 11 FEET EAST OF
 GA1424'A FENCE.  THE SURFACE AND
 GA1424'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA1424'DEPARTMENT DISKS AND
 GA1424'THE DISKS ARE STAMPED MARTIN 1963.  THE UNDERGROUND MARK IS ABOUT
 GA1424'30 INCHES BELOW
 GA1424'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA1424'CONCRETE MONUMENT.
 GA1424'
 GA1424'REFERENCE MARK NO. 1 IS 114
 GA1424'FEET SOUTH OF THE SOUTHWEST CORNER OF A BROWN
 GA1424'SHINGLED HOUSE AND 6 FEET WEST-SOUTHWEST OF A
 GA1424'FENCE.  IT IS A
 GA1424'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA1424'SQUARE, FLUSH,
 GA1424'CONCRETE MONUMENT AND THE DISK IS STAMPED MARTIN RM-1 1963.
 GA1424'
 GA1424'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA1424'U.S.  HIGHWAY 11W, 77
 GA1424'FEET SOUTHWEST OF A 10-INCH WALNUT TREE AND 2 FEET
 GA1424'EAST OF A NORTH-SOUTH FENCE LINE.
 GA1424'IT IS A STANDARD TENNESSEE HIGHWAY
 GA1424'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA1424'CONCRETE MONUMENT
 GA1424'AND THE DISK IS STAMPED MARTIN RM-2 1963.
 GA1424'
 GA1424'INTERSECTION STATION KINGSPORT, WKPT-FM RADIO MAST WILL SERVE AS AN
 GA1424'AZIMUTH MARK.  SEE
 GA1424'DESCRIPTION THEREOF.
 GA1424'
 GA1424'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA1424'
 GA1424'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA1424
 GA1424                          STATION RECOVERY (1964)
 GA1424
 GA1424'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1424'2 MI NE FROM CHURCH HILL.
 GA1424'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO
 GA1424'NORTHEAST ON U.S. HIGHWAY 11W FOR 1.5 MILES TO THE HOME OF HARLES
 GA1424'EMERY MARTIN ON THE RIGHT.  THE STATION IS 150 FEET SOUTHWEST OF
 GA1424'THE SOUTHWEST CORNER OF A BROWN SHINGLED HOUSE, 80 FEET NORTHEAST
 GA1424'OF A FENCE CORNER, 11.4 FEET EAST OF A WITNESS POST AND 11 FEET
 GA1424'EAST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1424'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1325 ***********************************************************************
 FC1325  DESIGNATION -  MARTIN
 FC1325  PID         -  FC1325
 FC1325  STATE/COUNTY-  TN/MARION
 FC1325  USGS QUAD   -  MONTEAGLE (1982)
 FC1325
 FC1325                         *CURRENT SURVEY CONTROL
 FC1325  ___________________________________________________________________
 FC1325* NAD 83(1995)-  35 07 51.29841(N)    085 46 15.28662(W)     ADJUSTED  
 FC1325* NAVD 88     -       197.263  (meters)     647.19   (feet)  ADJUSTED  
 FC1325  ___________________________________________________________________
 FC1325  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FC1325  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1325  DYNAMIC HT  -         197.071 (meters)     646.56  (feet)  COMP
 FC1325  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC1325
 FC1325  HORZ ORDER  -  SECOND
 FC1325  VERT ORDER  -  SECOND    CLASS 0
 FC1325
 FC1325.The horizontal coordinates were established by classical geodetic methods
 FC1325.and adjusted by the National Geodetic Survey in April 1999..
 FC1325
 FC1325.The orthometric height was determined by differential leveling
 FC1325.and adjusted by the National Geodetic Survey in June 1991..
 FC1325
 FC1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1325
 FC1325.The geoid height was determined by GEOID03.
 FC1325
 FC1325.The dynamic height is computed by dividing the NAVD 88
 FC1325.geopotential number by the normal gravity value computed on the
 FC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1325.degrees latitude (g = 980.6199 gals.).
 FC1325
 FC1325.The modeled gravity was interpolated from observed gravity values.
 FC1325
 FC1325;                    North         East     Units Scale Factor Converg.
 FC1325;SPC TN       -    88,517.195   620,880.039   MT  1.00002315   +0 08 02.8
 FC1325;SPC TN       -   290,410.16  2,037,003.93   sFT  1.00002315   +0 08 02.8
 FC1325;UTM  16      - 3,888,252.552   611,980.227   MT  0.99975454   +0 42 26.5
 FC1325
 FC1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1325!SPC TN       -   0.99997357  x   1.00002315  =   0.99999672
 FC1325!UTM  16      -   0.99997357  x   0.99975454  =   0.99972812
 FC1325
 FC1325|---------------------------------------------------------------------|
 FC1325| PID    Reference Object                     Distance      Geod. Az  |
 FC1325|                                                           dddmmss.s |
 FC1325| FC1324 MARTIN RM 1                          20.352 METERS 06753     |
 FC1325| FC1323 MARTIN AZ MK                                       1410925.5 |
 FC1325| FC1326 MARTIN RM 2                          18.928 METERS 26149     |
 FC1325|---------------------------------------------------------------------|
 FC1325
 FC1325                          SUPERSEDED SURVEY CONTROL
 FC1325
 FC1325  NAD 83(1995)-  35 07 51.29973(N)    085 46 15.28645(W) AD(       ) 2
 FC1325  NAD 83(1995)-  35 07 51.30005(N)    085 46 15.28784(W) AD(       ) 2
 FC1325  NAD 83(1995)-  35 07 51.30307(N)    085 46 15.28518(W) AD(       ) 2
 FC1325  NAD 83(1986)-  35 07 51.30365(N)    085 46 15.28484(W) AD(       ) 2
 FC1325  NAD 27      -  35 07 51.01030(N)    085 46 15.38510(W) AD(       ) 2
 FC1325  NGVD 29 (??/??/92)  197.260  (m)          647.18   (f) ADJ UNCH    2 0
 FC1325
 FC1325.Superseded values are not recommended for survey control.
 FC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1325.See file dsdata.txt to determine how the superseded data were derived.
 FC1325
 FC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1198088253(NAD 83)
 FC1325_MARKER: DE = TRAVERSE STATION DISK
 FC1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1325_STAMPING: MARTIN 1962
 FC1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1325+STABILITY: SURFACE MOTION
 FC1325
 FC1325  HISTORY     - Date     Condition        Report By
 FC1325  HISTORY     - 1962     MONUMENTED       CGS
 FC1325  HISTORY     - 1962     GOOD             CGS
 FC1325
 FC1325                          STATION DESCRIPTION
 FC1325
 FC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1325'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF MARTIN SPRINGS,
 FC1325'7-1/2 MILES NORTHWEST OF SOUTH PITTSBURG ON THE PROPERTY OF
 FC1325'MR. E.C. MARTIN AND TO THE SOUTH OF U.S. HIGHWAYS 64 AND 41.
 FC1325'
 FC1325'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOUNTEAGLE, GO
 FC1325'SOUTHEAST ON U.S. HIGHWAYS FOR 9.75 MILES TO THE MARK ON THE
 FC1325'RIGHT, JUST BEFORE REACHING A SIDE ROAD RIGHT AND RESIDENCE OF MR.
 FC1325'E.C. MARTIN.
 FC1325'
 FC1325'THE STATION IS 187 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 FC1325'HIGHWAYS 64 AND 41, 180 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1325'GRAVELED ROAD, 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL
 FC1325'SHED, 66 FEET NORTH OF THE NORTHWEST CORNER OF A COAL HOUSE AND
 FC1325'9.3 FEET SOUTHWEST OF A METAL WITNESS POST AND FENCE. IT IS A
 FC1325'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1325'IS FLUSH AND IS STAMPED MARTIN 1962.
 FC1325'
 FC1325'REFERENCE MARK NO. 1 IS 120 FEET WEST OF THE APPROXIMATE CENTER OF
 FC1325'U.S. HIGHWAY 64 AND 41, AND 1 FOOT SOUTH OF A FENCE. IT IS A
 FC1325'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FC1325'6 INCHES AND IS STAMPED MARTIN NO 1 1962.
 FC1325'
 FC1325'REFERENCE MARK NO. 2 IS 36 FEET NORTHEAST OF A TOOL SHED AND 1 FOOT
 FC1325'SOUTH OF A FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC1325'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND IS STAMPED MARTIN NO
 FC1325'2 1962.
 FC1325'
 FC1325'THE AZIMUTH MARK IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FC1325'U.S. HIGHWAYS 64 AND 41, 1.6 FEET NORTHWEST OF A METAL WITNESS
 FC1325'POST AND 1 FOOT SOUTHWEST OF A FENCE. IT IS A STANDARD DISK SET IN
 FC1325'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 FC1325'AND IS STAMPED MARTIN 1962.
 FC1325'
 FC1325'TO REACH THE MARK FROM THE STATION, CONTINUE SOUTHEAST ON U.S.
 FC1325'HIGHWAYS 64 AND 41 FOR 0.55 MILE TO THE MARK ON THE LEFT.
 FC1325'
 FC1325'HEIGHT OF LIGHT ABOVE STATION MARK 24.0 METERS.
 FC1325
 FC1325                          STATION RECOVERY (1962)
 FC1325
 FC1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1325'9.8 MI SE FROM MONTEAGLE.
 FC1325'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MONTEAGLE, GO
 FC1325'SOUTHWEST ON U.S. HIGHWAYS 41 AND 64 FOR 9.75 MILES TO THE
 FC1325'STATION SET ON THE RIGHT ON THE PROPERTY OF MR. E.C. MARTIN,
 FC1325'187 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41
 FC1325'AND 64, 180 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1325'ROAD, 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL SHED,
 FC1325'66 FEET NORTH OF THE NORTHWEST CORNER OF A COAL HOUSE AND 9.3
 FC1325'FEET SOUTHWEST OF A METAL WITNESS POST AND FENCE.  A STANDARD
 FC1325'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH AND
 FC1325'IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2561 ***********************************************************************
 FE2561  DESIGNATION -  MARTIN
 FE2561  PID         -  FE2561
 FE2561  STATE/COUNTY-  TN/SHELBY
 FE2561  USGS QUAD   -  GERMANTOWN (1997)
 FE2561
 FE2561                         *CURRENT SURVEY CONTROL
 FE2561  ___________________________________________________________________
 FE2561* NAD 83(1995)-  35 04 41.18138(N)    089 47 52.70360(W)     ADJUSTED  
 FE2561* NAVD 88     -       120.6    (meters)     396.     (feet)  VERTCON   
 FE2561  ___________________________________________________________________
 FE2561  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2561  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2561
 FE2561  HORZ ORDER  -  FIRST
 FE2561
 FE2561.The horizontal coordinates were established by classical geodetic methods
 FE2561.and adjusted by the National Geodetic Survey in April 1999..
 FE2561
 FE2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2561
 FE2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2561
 FE2561.The geoid height was determined by GEOID03.
 FE2561
 FE2561;                    North         East     Units Scale Factor Converg.
 FE2561;SPC TN       -    89,354.085   253,694.643   MT  1.00003478   -2 13 24.5
 FE2561;SPC TN       -   293,155.86    832,329.84   sFT  1.00003478   -2 13 24.5
 FE2561;UTM  16      - 3,885,286.235   244,888.463   MT  1.00040217   -1 36 31.8
 FE2561
 FE2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2561!SPC TN       -   0.99998538  x   1.00003478  =   1.00002016
 FE2561!UTM  16      -   0.99998538  x   1.00040217  =   1.00038754
 FE2561
 FE2561:                Primary Azimuth Mark                     Grid Az
 FE2561:SPC TN       -  CORDOVA RAD STA KIT 54 TOWER             027 44 24.5
 FE2561:UTM  16      -  CORDOVA RAD STA KIT 54 TOWER             027 07 31.8
 FE2561
 FE2561|---------------------------------------------------------------------|
 FE2561| PID    Reference Object                     Distance      Geod. Az  |
 FE2561|                                                           dddmmss.s |
 FE2561| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 6.2 KM 0253100.0 |
 FE2561| FE2543 COLLIERVILLE TANK                   APPROX.12.8 KM 1072621.2 |
 FE2561| FE2190 MARTIN AZ MK                                       1595258.8 |
 FE2561| FE2571 WATER TANK 1                        APPROX.13.6 KM 2895615.8 |
 FE2561| CG4501 MARTIN RM 1                          31.327 METERS 30303     |
 FE2561| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX. 1.2 KM 3064545.4 |
 FE2561| FE2562 MARTIN RM 2                          11.463 METERS 31823     |
 FE2561| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 8.7 KM 3452641.1 |
 FE2561|---------------------------------------------------------------------|
 FE2561
 FE2561                          SUPERSEDED SURVEY CONTROL
 FE2561
 FE2561  NAD 83(1995)-  35 04 41.18326(N)    089 47 52.70321(W) AD(       ) 1
 FE2561  NAD 83(1995)-  35 04 41.18571(N)    089 47 52.70432(W) AD(       ) 1
 FE2561  NAD 83(1986)-  35 04 41.19185(N)    089 47 52.70432(W) AD(       ) 1
 FE2561  NAD 27      -  35 04 40.86300(N)    089 47 52.39500(W) AD(       ) 1
 FE2561  NGVD 29 (07/19/86)  120.6    (m)          396.     (f) VERT ANG       
 FE2561
 FE2561.Superseded values are not recommended for survey control.
 FE2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2561.See file dsdata.txt to determine how the superseded data were derived.
 FE2561
 FE2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4488885286(NAD 83)
 FE2561_MARKER: DS = TRIANGULATION STATION DISK
 FE2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2561
 FE2561  HISTORY     - Date     Condition        Report By
 FE2561  HISTORY     - 1914     MONUMENTED       CGS
 FE2561  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FE2561  HISTORY     - 1957     GOOD             CGS
 FE2561  HISTORY     - 1972     GOOD             NGS
 FE2561
 FE2561                          STATION DESCRIPTION
 FE2561
 FE2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2561'ABOUT 3/4 MILE SLIGHTLY SOUTH OF EAST OF GERMANTOWN, ABOUT 90 METERS
 FE2561'(295 FEET) NORTH OF TRACKS OF SOUTHERN RAILWAY, 80 METERS (262 FEET)
 FE2561'NORTH OF GERMANTOWN-COLLIERVILLE ROAD, IN CULTIVATED FIELD BELONGING
 FE2561'(IN 1934) TO MR. T.W. MARTIN, ABOUT 40 METERS (131 FEET)
 FE2561'SOUTHEAST OF HIS HOUSE, 7 METERS (23 FEET) EAST OF HIS YARD FENCE,
 FE2561'AND 27 METERS (89 FEET) NORTHEAST OF LARGE OAK TREE.  TO REACH
 FE2561'FROM SOUTHERN RAILWAY STATION IN GERMANTOWN, GO EAST 1.0 MILE ON
 FE2561'GERMANTOWN- COLLIERVILLE ROAD TO POINT OPPOSITE STATION SITE.
 FE2561'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2561'REFERENCE MARK WAS STANDARD REFERENCE DISK IN
 FE2561'CONCRETE, IN YARD, ABOUT 10 METERS (33 FEET) SOUTH OF
 FE2561'SOUTHEAST CORNER OF HOUSE, AND 31.35 METERS (102.9 FEET) FROM STATION.
 FE2561'IN 1934 REFERENCE MARK WAS REPORTED
 FE2561'DESTROYED.
 FE2561
 FE2561                          STATION RECOVERY (1957)
 FE2561
 FE2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2561'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION AND AT
 FE2561'THIS TIME REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED.
 FE2561'THE STATION AND REFERENCE MARK WERE FOUND UNSTAMPED AND WERE STAMPED
 FE2561'BY THIS PARTY.  THE FENCE MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 FE2561'BEEN MOVED AND THE STATION IS NOW 16 FEET EAST OF IT.  THE OTHER
 FE2561'REFERENCE POINTS ARE THE SAME AS BEFORE.  MR. JOHN BROWDER OWNS
 FE2561'THE PROPERTY WHERE THE STATION IS LOCATED AND DR. CARL NURNBERGER
 FE2561'OWNS THE PROPERTY WHERE THE REFERENCE MARKS ARE LOCATED.  MR.
 FE2561'BROWDER WAS VERY DISPLEASED AT HAVING THE TOWER BUILT OVER THE
 FE2561'STATION MARK AND AT THIS TIME REFERENCE MARK 2 WAS ESTABLISHED USING
 FE2561'PRECISE SURVEY METHODS.  IN THE FUTURE THE TOWER MAY HAVE TO BE
 FE2561'BUILT OVER REFERENCE MARK 2.  THE STATION MONUMENT PROJECTS 8 INCHES
 FE2561'AND THE DISK IS STAMPED MARTIN 1914.
 FE2561'
 FE2561'A COMPLETE NEW DESCRIPTION ON THE REFERENCE MARKS AND AZIMUTH MARK
 FE2561'ALONG WITH A NEW TO REACH FOLLOWS.
 FE2561'
 FE2561'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GERMANTOWN, GO SOUTH
 FE2561'ON GERMANTOWN ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 FE2561'AND GO EAST ON POPLAR ROAD FOR 0.8 MILE TO A HOUSE ON THE LEFT AND
 FE2561'THE STATION AS DESCRIBED.
 FE2561'
 FE2561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON POPLAR ROAD
 FE2561'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2561'
 FE2561'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE2561'HOUSE INSTEAD OF 33 FEET AND 2 FEET NORTHEAST OF AN 18 INCH OAK
 FE2561'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MARTIN NO 1
 FE2561'1914.
 FE2561'
 FE2561'REFERENCE MARK 2 IS 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2561'HOUSE AND 20 FEET WEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE
 FE2561'DISK IS STAMPED MARTIN NO 2 1914.
 FE2561'
 FE2561'THE AZIMUTH MARK IS 74 FEET SOUTH OF THE CENTERLINE OF POPLAR ROAD,
 FE2561'34 FEET WEST OF A TELEPHONE POLE, 23 FEET SOUTH OF THE SOUTH RAIL
 FE2561'OF A RAILROAD TRACK, 4 FEET NORTH OF A WIRE FENCE AND 4 FEET NORTH OF
 FE2561'A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2561'STAMPED MARTIN 1957.
 FE2561'
 FE2561'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2561
 FE2561                          STATION RECOVERY (1972)
 FE2561
 FE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2561'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FE2561'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 FE2561'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS, AND
 FE2561'THE ANGLES OBSERVED THIS DATE CHECKED THE 1957 OBSERVATIONS WITHIN
 FE2561'THE REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 FE2561'BETWEEN THE STATION AND THE REFERENCE MARKS A DISCREPANCY OF MINUS
 FE2561'0.15 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND PLUS 0.01 OF A
 FE2561'FOOT FOR REFERENCE MARK NO. 2.
 FE2561'
 FE2561'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2561'
 FE2561'THE STATION IS ABOUT 0.75 OF A MILE EAST OF GERMANTOWN, ABOUT 100
 FE2561'YARDS NORTH OF THE SOUTHERN RAILROAD TRACKS, ABOUT 73 YARDS EAST OF
 FE2561'POPLAR ROAD, AND IS ON THE PROPERTY OF MR. JOHN BROWDER.
 FE2561'
 FE2561'TO REACH THE STATION FROM THE SOUTHERN RAILROAD STATION IN
 FE2561'GERMANTOWN, GO SOUTHEASTERLY ON OLD POPLAR ROAD FOR 1.0 MILE TO THE
 FE2561'STATION ON THE LEFT ABOUT 73 YARDS AS DESCRIBED.
 FE2561'
 FE2561'THE STATION IS 225 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 FE2561'OLD POPLAR ROAD, 115 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FE2561'OF A HOUSE, 28 FEET SOUTHEAST OF A 28-INCH BODARK TREE, 25 FEET EAST
 FE2561'OF A 28-INCH BLACK OAK TREE, 18 FEET EAST OF A FENCE AT EAST EDGE
 FE2561'OF WOODS, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS
 FE2561'A STANDARD DISK SET IN THE TOP OF A 16-INCH, SQUARE, CONCRETE
 FE2561'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED MARTIN 1914.
 FE2561'
 FE2561'REFERENCE MARK NO. 1 IS ON THE PROPERTY OF DR. CARL NURNBERGER, 225
 FE2561'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD,
 FE2561'195 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 FE2561'GATE OF DRIVEWAY LEADING TO THE NURNBERGER HOME, 70.5 FEET SOUTH
 FE2561'OF THE SOUTHWEST CORNER OF THE MAIN STRUCTURE OF THE NURNBERGER HOME,
 FE2561'59 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY,
 FE2561'48 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 2.0
 FE2561'FEET EAST OF A 36-INCH BLACK OAK TREE, AND IN A LAWN AREA.  IT IS A
 FE2561'STANDARD DISK SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE
 FE2561'MONUMENT FLUSH WITH THE SURFACE OF THE LAWN, AND THE DISK IS STAMPED
 FE2561'MARTIN NO 1 1914.
 FE2561'
 FE2561'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF DR. CARL NURNBERGER, 235
 FE2561'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD,
 FE2561'79 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HOUSE, 25
 FE2561'FEET NORTH OF THE 28-INCH BLACK OAK TREE, 19 FEET WEST OF A FENCE
 FE2561'AT THE EAST EDGE OF THE WOODS, 11 FEET WEST OF THE 28-INCH BODARK
 FE2561'TREE, AND 11 FEET EAST OF AN 18-INCH CATALPA TREE.  IT IS A
 FE2561'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE2561'MONUMENT AND THE DISK IS STAMPED MARTIN NO 2 1914.
 FE2561'
 FE2561'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2561'REFERENCE MARK NO. 2 IS 67.26 FEET-20.501 METERS.
 FE2561'
 FE2561'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH-SOUTHEAST OF THE
 FE2561'STATION, 187 FEET NORTHWEST OF A GRAVELED RAILROAD CROSSING
 FE2561'FOR DRIVE INTO A FARM, 119 FEET NORTHWEST OF A FENCE CORNER, 74 FEET
 FE2561'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD, 34
 FE2561'FEET NORTHWEST OF A GUYED TELEGRAPH POLE, 23.5 FEET SOUTHWEST OF THE
 FE2561'SOUTHWEST RAIL OF THE SOUTHERN RAILROAD TRACK, 8.5 FEET
 FE2561'NORTH-NORTHEAST OF A FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS
 FE2561'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2561'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FE2561'STAMPED MARTIN 1957.
 FE2561'
 FE2561'TO REACH THE AZIMUTH MARK FROM THE STATION, SOUTH-SOUTHEASTERLY ON
 FE2561'OLD POPLAR ROAD FOR 0.15 OF A MILE TO THE MARK ON THE RIGHT ACROSS
 FE2561'THE RAILROAD TRACKS AS DESCRIBED.
 FE2561'
 FE2561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 0.75 MILE EAST
 FE2561'OF GERMANTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1589 ***********************************************************************
 FD1589  DESIGNATION -  MARTIN
 FD1589  PID         -  FD1589
 FD1589  STATE/COUNTY-  TN/WAYNE
 FD1589  USGS QUAD   -  THREE CHURCHES (1975)
 FD1589
 FD1589                         *CURRENT SURVEY CONTROL
 FD1589  ___________________________________________________________________
 FD1589* NAD 83(1995)-  35 09 04.90412(N)    087 45 01.56488(W)     ADJUSTED  
 FD1589* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 FD1589  ___________________________________________________________________
 FD1589  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FD1589  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1589
 FD1589  HORZ ORDER  -  FIRST
 FD1589
 FD1589.The horizontal coordinates were established by classical geodetic methods
 FD1589.and adjusted by the National Geodetic Survey in April 1999..
 FD1589
 FD1589.The orthometric height was scaled from a topographic map.
 FD1589
 FD1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1589
 FD1589.The geoid height was determined by GEOID03.
 FD1589
 FD1589;                    North         East     Units Scale Factor Converg.
 FD1589;SPC TN       -    92,187.517   440,506.328   MT  1.00001887   -1 01 29.2
 FD1589;SPC TN       -   302,451.88  1,445,227.84   sFT  1.00001887   -1 01 29.2
 FD1589;UTM  16      - 3,890,086.498   431,647.268   MT  0.99965758   -0 25 55.5
 FD1589
 FD1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1589!SPC TN       -   0.99995316  x   1.00001887  =   0.99997203
 FD1589!UTM  16      -   0.99995316  x   0.99965758  =   0.99961076
 FD1589
 FD1589:                Primary Azimuth Mark                     Grid Az
 FD1589:SPC TN       -  COLLINGWOOD CONCRETE STACK               035 28 09.6
 FD1589:UTM  16      -  COLLINGWOOD CONCRETE STACK               034 52 35.9
 FD1589
 FD1589|---------------------------------------------------------------------|
 FD1589| PID    Reference Object                     Distance      Geod. Az  |
 FD1589|                                                           dddmmss.s |
 FD1589| FD1587 COLLINGWOOD CONCRETE STACK          APPROX. 2.8 KM 0342640.4 |
 FD1589| CG6856 MARTIN AZ MK                                       0955123.3 |
 FD1589| CG6857 MARTIN RM 1                          30.114 METERS 23151     |
 FD1589| CG6858 MARTIN RM 2                          28.468 METERS 30207     |
 FD1589|---------------------------------------------------------------------|
 FD1589
 FD1589                          SUPERSEDED SURVEY CONTROL
 FD1589
 FD1589  NAD 83(1995)-  35 09 04.90817(N)    087 45 01.56509(W) AD(       ) 1
 FD1589  NAD 83(1995)-  35 09 04.90820(N)    087 45 01.56521(W) AD(       ) 1
 FD1589  NAD 83(1995)-  35 09 04.91046(N)    087 45 01.56578(W) AD(       ) 1
 FD1589  NAD 83(1986)-  35 09 04.91373(N)    087 45 01.56304(W) AD(       ) 1
 FD1589  NAD 27      -  35 09 04.62100(N)    087 45 01.47300(W) AD(       ) 1
 FD1589
 FD1589.Superseded values are not recommended for survey control.
 FD1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1589.See file dsdata.txt to determine how the superseded data were derived.
 FD1589
 FD1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3164790086(NAD 83)
 FD1589_MARKER: DS = TRIANGULATION STATION DISK
 FD1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1589
 FD1589  HISTORY     - Date     Condition        Report By
 FD1589  HISTORY     - 1934     MONUMENTED       CGS
 FD1589  HISTORY     - 1950     GOOD             TVA
 FD1589  HISTORY     - 1962     GOOD             CGS
 FD1589
 FD1589                          STATION DESCRIPTION
 FD1589
 FD1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1589'ABOUT 1.75 MILES SOUTH-SOUTHWEST OF COLLINWOOD, 0.4 MILE NORTHWEST BY
 FD1589'NORTH OF STORE AT
 FD1589'MCGLAMERYS STAND, 0.25 MILE WEST OF STATE ROUTE 13,
 FD1589'AND AT SOUTHWEST CORNER OF PROPERTY
 FD1589'OWNED BY D J MARTIN OF
 FD1589'COLLINWOOD.  TO REACH FROM WAYNESBORO, GO SOUTH 12.7
 FD1589'MILES ON STATE
 FD1589'ROUTE 13 TO COLLINWOOD, CONTINUE SOUTH 1.7 MILES ON STATE ROUTE 13 TO
 FD1589'BOARD GATE ON
 FD1589'RIGHT (ABOUT 0.4 MILE NORTH OF STORE AT MCGLAMERYS
 FD1589'STAND), TURN RIGHT, PASS THROUGH
 FD1589'GATE AND PROCEED WEST 0.25 MILE
 FD1589'ALONG LANE ON NORTH SIDE OF FENCE TO STATION SITE.
 FD1589'STATION IS 13
 FD1589'FEET NORTH OF FENCE ALONG SOUTH SIDE OF LANE LEADING TO STATION AND 2
 FD1589'FEET EAST OF FENCE
 FD1589'ALONG EAST EDGE OF WOODS.  SURFACE AND UNDERGROUND
 FD1589'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1589'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.
 FD1589'REFERENCE AND AZIMUTH
 FD1589'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1589'REFERENCE MARK NO
 FD1589'1, PROJECTING 2 INCHES ABOVE GROUND, IS 68 FEET WEST OF FENCE
 FD1589'ALONG EAST EDGE OF WOODS
 FD1589'AND 98.80 FEET FROM STATION S 51 DEG 51 MIN W.
 FD1589'REFERENCE MARK NO 2,
 FD1589'PROJECTING 3 INCHES ABOVE GROUND,
 FD1589'IS 75 FEET WEST OF FENCE ALONG EAST EDGE OF WOODS
 FD1589'AND 93.40 FEET FROM
 FD1589'STATION.  AZIMUTH MARK, PROJECTING 4
 FD1589'INCHES ABOVE
 FD1589'GROUND, IS 30 FEET NORTH OF FENCE ALONG SOUTH SIDE OF LANE
 FD1589'LEADING TO STATION, 22
 FD1589'FEET WEST OF CENTER LINE OF STATE ROUTE 13, 1
 FD1589'FOOT WEST OF RIGHT-OF-WAY FENCE, AND
 FD1589'ABOUT 0.25 MILE FROM STATION S 94 DEG 09 MIN E.
 FD1589'AZIMUTH FROM STATION TO COLLINWOOD,
 FD1589'CONCRETE STACK, IS N 34 DEG 27 MIN E.
 FD1589
 FD1589                          STATION RECOVERY (1950)
 FD1589
 FD1589'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (PHE)
 FD1589'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FD1589'
 FD1589'STATION IS LOCATED 1.7 MILES SW OF COLLINWOOD.  THE DISK IS STAMPED
 FD1589'MARTIN 1934.
 FD1589'
 FD1589'A STEEL POST IS SET 2 FEET W OF THE MARK.
 FD1589'
 FD1589'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  A STEEL POST IS SET 2
 FD1589'FEET N OF THE MARK.
 FD1589
 FD1589                          STATION RECOVERY (1962)
 FD1589
 FD1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1589'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IS GOOD CONDITION.
 FD1589'DUE TO CHANGE IN PROPERTY
 FD1589'LINES THE ORIGINAL DESCRIPTION IS NOT ACCURATE.
 FD1589'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1589'
 FD1589'THE STATION IS AT THE WEST EDGE OF A FIELD AND NEAR THE TOP OF A LONG
 FD1589'NORTH- SOUTH RIDGE ON
 FD1589'PROPERTY OF THE D J MARTIN ESTATE, ABOUT 1.75 MILES
 FD1589'SOUTH OF COLLINWOOD, 0.4 MILE
 FD1589'NORTH OF THE OLD MCGLAMERYS STAND SITE,
 FD1589'AND 0.75 OF A MILE WEST OF STATE ROUTE 13.
 FD1589'
 FD1589'TO REACH FORM THE TRAFFIC LIGHT JUST NORHT OF THE POST OFFICE IN
 FD1589'COLLINWOOD, GO SOUTH ON
 FD1589'STATE ROUTE 13 FOR 1.8 MILES TO A SOUTHEAST FENCE CORNER ON
 FD1589'THE RIGHT AND THE AZIMUTH
 FD1589'MARK ON THE RIGHT JUST NORTH OF THIS FENCE
 FD1589'CORNER.  HERE TURN RIGHT, WEST, ON A FIELD
 FD1589'ROAD JUST SOUTH OF A FENCE
 FD1589'AND ALONG THE NORTH EDGE OF A FIELD AND GO 0.3 MILE TO A T
 FD1589'FENCE CORNER
 FD1589'AT THE TOP OF THE HILL AND JUST EAST OF THE WOODS, AND THE
 FD1589'STATION ON THE RIGHT IN
 FD1589'THE SOUTHWEST ANGLE.
 FD1589'
 FD1589'THE STATION IS 30 FEET NORTH OF A 12-INCH OAK TREE, 28 FEET SOUTHWEST
 FD1589'OF A TRIPLE-TRUNKED
 FD1589'BLACK CHERRY TREE, 13 FEET NORTH OF A T FENCE CORNER,
 FD1589'2 FEET EAST OF A FENCE, AND 1.3
 FD1589'FEET EAST OF A METAL WITNESS POST AND
 FD1589'TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1589'A 12-INCH, ROUND,
 FD1589'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FD1589'MARTIN 1934.
 FD1589'
 FD1589'REFERENCE MARK NO 1 IS IN DENSE WOODS SOUTHWEST OF THE STATION, 90
 FD1589'FEET SOUTHWEST OF A
 FD1589'T FENCE CORNER, 72 FEET WEST OF A WOVEN WIRE FENCE, 19
 FD1589'FEET SOUTH OF A 16-INCH, CHESTNUT
 FD1589'OAK TREE, AND 14 FEET WEST OF A
 FD1589'12-INCH, CHESTNUT OAK TREE.  IT IS A STANDARD DISK
 FD1589'SET IN THE TOP OF
 FD1589'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 FD1589'DISK IS STAMPED
 FD1589'MARTIN NO 1 1934.
 FD1589'
 FD1589'REFERENCE MARK NO 2 IS IN DENSE WOODS NORTHWEST OF THE STATION, 82
 FD1589'FEET WEST OF A WOVEN WIRE
 FD1589'FENCE AND 16 FEET SOUTHEAST OF A 20-INCH, TWIN-TRUNKED
 FD1589'OAK TREE.  IT IS A STANDARD
 FD1589'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1589'CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND
 FD1589'THE DISK IS STAMPED
 FD1589'MARTIN NO 2 1934.
 FD1589'
 FD1589'THE AZIMUTH MARK IS 29 FEET NORTH OF A SOUTHEAST FENCE CORNER POST,
 FD1589'27 FEET NORTH OF A
 FD1589'16-INCH POST OAK TREE, 21 FEET WEST OF THE APPROXIMATE
 FD1589'CENTER OF STATE ROUTE 13, 3
 FD1589'FEET EAST OF A WOVEN WIRE FENCE, AND 1.5
 FD1589'FEET SOUTH OF A METAL WITNESS POST AND TVA
 FD1589'SIGN.  IT IS A STANDARD
 FD1589'REFERENCE DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1589'MONUMENT THAT
 FD1589'PROJECTS 3 INCHES AND THE DISK IS STAMPED MARTIN AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2190 ***********************************************************************
 FE2190  DESIGNATION -  MARTIN AZ MK
 FE2190  PID         -  FE2190
 FE2190  STATE/COUNTY-  TN/SHELBY
 FE2190  USGS QUAD   -  GERMANTOWN (1997)
 FE2190
 FE2190                         *CURRENT SURVEY CONTROL
 FE2190  ___________________________________________________________________
 FE2190* NAD 83(1986)-  35 04 33.     (N)    089 47 49.     (W)     SCALED    
 FE2190* NAVD 88     -       118.612  (meters)     389.15   (feet)  ADJUSTED  
 FE2190  ___________________________________________________________________
 FE2190  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2190  DYNAMIC HT  -         118.503 (meters)     388.79  (feet)  COMP
 FE2190  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FE2190
 FE2190  VERT ORDER  -  FIRST     CLASS II
 FE2190
 FE2190.The horizontal coordinates were scaled from a topographic map and have
 FE2190.an estimated accuracy of +/- 6 seconds.
 FE2190
 FE2190.The orthometric height was determined by differential leveling
 FE2190.and adjusted by the National Geodetic Survey in June 1991..
 FE2190
 FE2190.The geoid height was determined by GEOID03.
 FE2190
 FE2190.The dynamic height is computed by dividing the NAVD 88
 FE2190.geopotential number by the normal gravity value computed on the
 FE2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2190.degrees latitude (g = 980.6199 gals.).
 FE2190
 FE2190.The modeled gravity was interpolated from observed gravity values.
 FE2190
 FE2190;                    North         East    Units  Estimated Accuracy
 FE2190;SPC TN       -    89,100.      253,780.      MT  (+/- 180 meters Scaled)
 FE2190
 FE2190                          SUPERSEDED SURVEY CONTROL
 FE2190
 FE2190.No superseded survey control is available for this station.
 FE2190
 FE2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD449850(NAD 83)
 FE2190_MARKER: DZ = AZIMUTH MARK DISK
 FE2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2190_SP_SET: CONCRETE POST
 FE2190_STAMPING: MARTIN 1957
 FE2190_MARK LOGO: CGS   
 FE2190_PROJECTION: FLUSH
 FE2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2190+STABILITY: SURFACE MOTION
 FE2190
 FE2190  HISTORY     - Date     Condition        Report By
 FE2190  HISTORY     - 1957     MONUMENTED       CGS
 FE2190  HISTORY     - 1983     GOOD             NGS
 FE2190  HISTORY     - 19940909 MARK NOT FOUND   TN1620
 FE2190
 FE2190                          STATION DESCRIPTION
 FE2190
 FE2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2190'1.8 KM (1.1 MI) SE FROM GERMANTOWN.
 FE2190'1.8 KM (1.1 MI) SOUTHEAST ALONG POPLAR PIKE FROM THE JUNCTION OF
 FE2190'GERMANTOWN ROAD IN GERMANTOWN, 0.32 KM (0.2 MI) NORTHWEST ALONG POPLAR
 FE2190'PIKE FROM THE JUNCTION OF HACKS CROSS ROAD, LOCATED NEAR THE NORTHEAST
 FE2190'CORNER OF AN ENCLOSED PASTURE, 57.0 METERS (187.0 FT) NORTHWEST OF A
 FE2190'PRIVATE ENTRANCE ROAD CROSSING OVER THE RAILROAD, 36.6 METERS
 FE2190'(120.0 FT) NORTHWEST OF A CORNER FENCE POST, 24.4 METERS (80.0 FT)
 FE2190'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.0 METERS (23.0 FT)
 FE2190'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN RAILROAD, 2.6 METERS
 FE2190'(8.5 FT) NORTHEAST OF CURVE IN THE FENCE, 45.7 METERS (150.0 FT)
 FE2190'SOUTHEAST OF THE EXTENDED CENTER OF AN ENTRANCE ROAD LEADING NORTHEAST
 FE2190'TO A SUB DIVISION.
 FE2190'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 FE2190'THE MARK IS 0.15 M ABOVE TRACKS.
 FE2190
 FE2190                          STATION RECOVERY (1994)
 FE2190
 FE2190'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1323 ***********************************************************************
 FC1323  DESIGNATION -  MARTIN AZ MK
 FC1323  PID         -  FC1323
 FC1323  STATE/COUNTY-  TN/MARION
 FC1323  USGS QUAD   -  ORME (1974)
 FC1323
 FC1323                         *CURRENT SURVEY CONTROL
 FC1323  ___________________________________________________________________
 FC1323* NAD 83(1986)-  35 07 27.     (N)    085 45 52.     (W)     SCALED    
 FC1323* NAVD 88     -       192.915  (meters)     632.92   (feet)  ADJUSTED  
 FC1323  ___________________________________________________________________
 FC1323  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1323  DYNAMIC HT  -         192.727 (meters)     632.31  (feet)  COMP
 FC1323  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FC1323
 FC1323  VERT ORDER  -  SECOND    CLASS 0
 FC1323
 FC1323.The horizontal coordinates were scaled from a topographic map and have
 FC1323.an estimated accuracy of +/- 6 seconds.
 FC1323
 FC1323.The orthometric height was determined by differential leveling
 FC1323.and adjusted by the National Geodetic Survey in June 1991..
 FC1323
 FC1323.The geoid height was determined by GEOID03.
 FC1323
 FC1323.The dynamic height is computed by dividing the NAVD 88
 FC1323.geopotential number by the normal gravity value computed on the
 FC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1323.degrees latitude (g = 980.6199 gals.).
 FC1323
 FC1323.The modeled gravity was interpolated from observed gravity values.
 FC1323
 FC1323;                    North         East    Units  Estimated Accuracy
 FC1323;SPC TN       -    87,770.      621,470.      MT  (+/- 180 meters Scaled)
 FC1323
 FC1323                          SUPERSEDED SURVEY CONTROL
 FC1323
 FC1323  NGVD 29 (??/??/92)  192.914  (m)          632.92   (f) ADJ UNCH    2 0
 FC1323
 FC1323.Superseded values are not recommended for survey control.
 FC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1323.See file dsdata.txt to determine how the superseded data were derived.
 FC1323
 FC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD125875(NAD 83)
 FC1323_MARKER: DZ = AZIMUTH MARK DISK
 FC1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1323_STAMPING: MARTIN 1962
 FC1323_MARK LOGO: CGS   
 FC1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1323+STABILITY: SURFACE MOTION
 FC1323
 FC1323  HISTORY     - Date     Condition        Report By
 FC1323  HISTORY     - 1962     MONUMENTED       CGS
 FC1323
 FC1323                          STATION DESCRIPTION
 FC1323
 FC1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1323'10.2 MI SE FROM MONTEAGLE.
 FC1323'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE GO SOUTHEAST
 FC1323'ON U.S. HIGHWAYS 41 AND 64 FOR 10.2 MILES TO THE MARK ON THE
 FC1323'LEFT, 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.
 FC1323'HIGHWAYS 41 AND 64, 1.6 FEET NORTHWEST OF A METAL WITNESS POST
 FC1323'AND 1 FOOT SOUTHWEST OF A WIRE FENCE.  A STANDARD AZIMUTH MARK
 FC1323'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 FC1323'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1517 ***********************************************************************
 GD1517  DESIGNATION -  MARTIN FIRST METH CHURCH SPIRE
 GD1517  PID         -  GD1517
 GD1517  STATE/COUNTY-  TN/WEAKLEY
 GD1517  USGS QUAD   -  MARTIN (1983)
 GD1517
 GD1517                         *CURRENT SURVEY CONTROL
 GD1517  ___________________________________________________________________
 GD1517* NAD 83(1995)-  36 20 33.67351(N)    088 50 51.12970(W)     ADJUSTED  
 GD1517* NAVD 88     -                                                        
 GD1517  ___________________________________________________________________
 GD1517  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GD1517  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1517
 GD1517  HORZ ORDER  -  THIRD
 GD1517
 GD1517.The horizontal coordinates were established by classical geodetic methods
 GD1517.and adjusted by the National Geodetic Survey in April 1999..
 GD1517
 GD1517
 GD1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1517
 GD1517.The geoid height was determined by GEOID03.
 GD1517
 GD1517;                    North         East     Units Scale Factor Converg.
 GD1517;SPC TN       -   226,658.045   344,410.228   MT  0.99998772   -1 40 01.4
 GD1517;SPC TN       -   743,627.27  1,129,952.56   sFT  0.99998772   -1 40 01.4
 GD1517;UTM  16      - 4,023,543.011   334,200.726   MT  0.99993870   -1 05 42.4
 GD1517
 GD1517                          SUPERSEDED SURVEY CONTROL
 GD1517
 GD1517  NAD 83(1995)-  36 20 33.67449(N)    088 50 51.13085(W) AD(       ) 4
 GD1517  NAD 83(1995)-  36 20 33.67579(N)    088 50 51.13184(W) AD(       ) 4
 GD1517  NAD 83(1986)-  36 20 33.68659(N)    088 50 51.12851(W) AD(       ) 4
 GD1517  NAD 27      -  36 20 33.46000(N)    088 50 50.91500(W) AD(       ) 3
 GD1517
 GD1517.Superseded values are not recommended for survey control.
 GD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1517.See file dsdata.txt to determine how the superseded data were derived.
 GD1517
 GD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3420123543(NAD 83)
 GD1517_MARKER: 90 = CHURCH SPIRE
 GD1517
 GD1517  HISTORY     - Date     Condition        Report By
 GD1517  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1517  HISTORY     - 1967     GOOD             CGS
 GD1517
 GD1517                          STATION DESCRIPTION
 GD1517
 GD1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1517'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON THE FIRST
 GD1517'METHODIST CHURCH IN MARTIN.  IT IS LOCATED ON THE CORNER OF SOUTH
 GD1517'MC COMB AND MAIN ST.  IT IS A WOODEN STRUCTURE PAINTED WHITE WITH A
 GD1517'WEATHER VANE ON TOP AND IS APPROXIMATELY 100 FT. HIGH.
 GD1517
 GD1517                          STATION RECOVERY (1967)
 GD1517
 GD1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1517'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1517'
 GD1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1519 ***********************************************************************
 GD1519  DESIGNATION -  MARTIN MUNICIPAL TANK
 GD1519  PID         -  GD1519
 GD1519  STATE/COUNTY-  TN/WEAKLEY
 GD1519  USGS QUAD   -  MARTIN (1983)
 GD1519
 GD1519                         *CURRENT SURVEY CONTROL
 GD1519  ___________________________________________________________________
 GD1519* NAD 83(1995)-  36 20 32.36932(N)    088 50 54.20941(W)     ADJUSTED  
 GD1519* NAVD 88     -                                                        
 GD1519  ___________________________________________________________________
 GD1519  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GD1519  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1519
 GD1519  HORZ ORDER  -  THIRD
 GD1519
 GD1519.The horizontal coordinates were established by classical geodetic methods
 GD1519.and adjusted by the National Geodetic Survey in April 1999..
 GD1519
 GD1519
 GD1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1519
 GD1519.The geoid height was determined by GEOID03.
 GD1519
 GD1519;                    North         East     Units Scale Factor Converg.
 GD1519;SPC TN       -   226,620.097   344,332.293   MT  0.99998766   -1 40 03.2
 GD1519;SPC TN       -   743,502.77  1,129,696.86   sFT  0.99998766   -1 40 03.2
 GD1519;UTM  16      - 4,023,504.289   334,123.178   MT  0.99993902   -1 05 44.2
 GD1519
 GD1519                          SUPERSEDED SURVEY CONTROL
 GD1519
 GD1519  NAD 83(1995)-  36 20 32.37031(N)    088 50 54.21053(W) AD(       ) 4
 GD1519  NAD 83(1995)-  36 20 32.37161(N)    088 50 54.21201(W) AD(       ) 4
 GD1519  NAD 83(1986)-  36 20 32.38240(N)    088 50 54.20818(W) AD(       ) 4
 GD1519  NAD 27      -  36 20 32.15100(N)    088 50 53.99600(W) AD(       ) 3
 GD1519
 GD1519.Superseded values are not recommended for survey control.
 GD1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1519.See file dsdata.txt to determine how the superseded data were derived.
 GD1519
 GD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3412323504(NAD 83)
 GD1519_MARKER: 53 = ELEVATED TANK
 GD1519
 GD1519  HISTORY     - Date     Condition        Report By
 GD1519  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1519  HISTORY     - 1959     GOOD             CGS
 GD1519  HISTORY     - 1967     GOOD             CGS
 GD1519
 GD1519                          STATION DESCRIPTION
 GD1519
 GD1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1519'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A FOUR
 GD1519'LEGGED STEEL STRUCTURE PAINTED SILVER.  IT IS 125 FEET HIGH AND IS
 GD1519'LOCATED NEAR THE CENTER OF MARTIN.
 GD1519'
 GD1519'THE STATION WAS LOCATED IN 1934, BUT WAS NOT DESCRIBED.
 GD1519
 GD1519                          STATION RECOVERY (1967)
 GD1519
 GD1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1519'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1519'INTERSECTED IN 1934 AND IN 1959.  FOLLOWING IS A NEW AND MORE
 GD1519'COMPLETE DESCRIPTION.
 GD1519'
 GD1519'THE STATION IS LOCATED AT THE MARTIN WATERWORKS PLANT ABOUT TWO
 GD1519'BLOCKS EAST OF THE NEW POST OFFICE IN MARTIN, IN THE SOUTHWEST ANGLE
 GD1519'OF A BUILDING ELL AND JUST EAST OF A LARGE REINFORCED CONCRETE
 GD1519'STACK.
 GD1519'
 GD1519'IT IS A FOUR LEGGED, STEEL TRUSSWORK STRUCTURE SUPPORTING THE TANK
 GD1519'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, IS
 GD1519'PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 125 FEET.  THE POINT
 GD1519'INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1519'
 GD1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1520 ***********************************************************************
 GD1520  DESIGNATION -  MARTIN RADIO STATION WCMT MAST
 GD1520  PID         -  GD1520
 GD1520  STATE/COUNTY-  TN/WEAKLEY
 GD1520  USGS QUAD   -  MARTIN (1983)
 GD1520
 GD1520                         *CURRENT SURVEY CONTROL
 GD1520  ___________________________________________________________________
 GD1520* NAD 83(1995)-  36 21 45.24570(N)    088 50 56.84440(W)     ADJUSTED  
 GD1520* NAVD 88     -                                                        
 GD1520  ___________________________________________________________________
 GD1520  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GD1520  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1520
 GD1520  HORZ ORDER  -  THIRD
 GD1520
 GD1520.The horizontal coordinates were established by classical geodetic methods
 GD1520.and adjusted by the National Geodetic Survey in April 1999..
 GD1520
 GD1520
 GD1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1520
 GD1520.The geoid height was determined by GEOID03.
 GD1520
 GD1520;                    North         East     Units Scale Factor Converg.
 GD1520;SPC TN       -   228,867.358   344,331.999   MT  0.99999085   -1 40 04.8
 GD1520;SPC TN       -   750,875.66  1,129,695.90   sFT  0.99999085   -1 40 04.8
 GD1520;UTM  16      - 4,025,751.322   334,100.463   MT  0.99993911   -1 05 47.7
 GD1520
 GD1520                          SUPERSEDED SURVEY CONTROL
 GD1520
 GD1520  NAD 83(1995)-  36 21 45.24639(N)    088 50 56.84544(W) AD(       ) 4
 GD1520  NAD 83(1995)-  36 21 45.24760(N)    088 50 56.84658(W) AD(       ) 4
 GD1520  NAD 83(1986)-  36 21 45.25901(N)    088 50 56.84308(W) AD(       ) 4
 GD1520  NAD 27      -  36 21 45.02800(N)    088 50 56.63100(W) AD(       ) 3
 GD1520
 GD1520.Superseded values are not recommended for survey control.
 GD1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1520.See file dsdata.txt to determine how the superseded data were derived.
 GD1520
 GD1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3410025751(NAD 83)
 GD1520_MARKER: 42 = RADIO/TV MAST
 GD1520
 GD1520  HISTORY     - Date     Condition        Report By
 GD1520  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1520  HISTORY     - 1967     GOOD             CGS
 GD1520
 GD1520                          STATION DESCRIPTION
 GD1520
 GD1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1520'THE STATION IS THE BLINKING RED LIGHT ATOP THE MAST.  IT IS A GUYED
 GD1520'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 GD1520'AND WHITE AND IS APPROXIMATELY 185 FEET HIGH.  IT IS LOCATED ABOUT
 GD1520'1.0 MILE NORTH OF MARTIN.
 GD1520
 GD1520                          STATION RECOVERY (1967)
 GD1520
 GD1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1520'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1520'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1520'DESCRIPTION.
 GD1520'
 GD1520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND
 GD1520'STATE ROUTE 22 ONE BLOCK WEST OF THE NEW POST OFFICE IN MARTIN, GO
 GD1520'NORTH ON U.S. HIGHWAY 45E FOR 1.4 MILES TO THE MAST ON THE RIGHT AS
 GD1520'DESCRIBED.
 GD1520'
 GD1520'THE MAST IS ABOUT 200 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GD1520'HIGHWAY 45E AND 150 FEET EAST OF THE NORTHEAST CORNER OF THE CONTROL
 GD1520'SHACK.  IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY NUMEROUS GUY
 GD1520'CABLES, IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 GD1520'WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND CENTER OF THE
 GD1520'MAST, AND HAS AN OFER-ALL HEIGHT OF ABOUT 185 FEET.  THE POINT
 GD1520'INTERSECTED WAS THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE
 GD1520'MAST.
 GD1520'
 GD1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE NORTH
 GD1520'OF MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0321 ***********************************************************************
 GD0321  DESIGNATION -  MARTIN RESET
 GD0321  PID         -  GD0321
 GD0321  STATE/COUNTY-  TN/WEAKLEY
 GD0321  USGS QUAD   -  MARTIN (1983)
 GD0321
 GD0321                         *CURRENT SURVEY CONTROL
 GD0321  ___________________________________________________________________
 GD0321* NAD 83(1986)-  36 20 39.     (N)    088 50 55.     (W)     SCALED    
 GD0321* NAVD 88     -       125.47   (+/-2cm)     411.6    (feet)  VERTCON   
 GD0321  ___________________________________________________________________
 GD0321  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0321
 GD0321  VERT ORDER  -  THIRD (See Below)
 GD0321
 GD0321.The horizontal coordinates were scaled from a topographic map and have
 GD0321.an estimated accuracy of +/- 6 seconds.
 GD0321
 GD0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0321.The vertical order pertains to the NGVD 29 superseded value.
 GD0321
 GD0321.The geoid height was determined by GEOID03.
 GD0321
 GD0321;                    North         East    Units  Estimated Accuracy
 GD0321;SPC TN       -   226,830.      344,320.      MT  (+/- 180 meters Scaled)
 GD0321
 GD0321                          SUPERSEDED SURVEY CONTROL
 GD0321
 GD0321  NGVD 29 (??/??/??)  125.48   (m)          411.7    (f) RESET       3  
 GD0321
 GD0321.Superseded values are not recommended for survey control.
 GD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0321.See file dsdata.txt to determine how the superseded data were derived.
 GD0321
 GD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341237(NAD 83)
 GD0321_MARKER: DS = TRIANGULATION STATION DISK
 GD0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0321_STAMPING: MARTIN 1934 1967 BM RESET
 GD0321_MARK LOGO: CGS   
 GD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0321+STABILITY: SURFACE MOTION
 GD0321
 GD0321  HISTORY     - Date     Condition        Report By
 GD0321  HISTORY     - 1967     MONUMENTED       CGS
 GD0321
 GD0321                          STATION DESCRIPTION
 GD0321
 GD0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0321'AT MARTIN.
 GD0321'THIS MARK IS LOCATED IN A PAVED PARKING LOT IN THE SOUTHWEST
 GD0321'ANGLE OF FREDERICK STREET AND BROADWAY, ABOUT 0.2 OF A MILE NORTH
 GD0321'OF THE NEW POST OFFICE IN MARTIN, AND DIRECTLY ACROSS THE STREET
 GD0321'WEST OF THE MARTIN MANUFACTURING COMPANY PLANT AT THE SITE OF
 GD0321'TRIANGULATION STATION MARTIN 1934 1967.  IT IS 77 FEET WEST OF
 GD0321'THE NORTHWEST CORNER OF THE MARTIN MANUFACTURING COMPANY PLANT,
 GD0321'65 FEET EAST OF THE EAST RAIL OF THE EAST TRACK OF THE ILLINOIS
 GD0321'CENTRAL RAILROAD, 37 FEET WEST OF THE APPROXIMATE CENTER OF
 GD0321'BROADWAY, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF FREDERICK
 GD0321'STREET, AND 14 FEET EAST OF A LARGE UTILITY POLE.  IT IS A
 GD0321'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH,
 GD0321'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MARTIN
 GD0321'1934 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1425 ***********************************************************************
 GA1425  DESIGNATION -  MARTIN RM 1
 GA1425  PID         -  GA1425
 GA1425  STATE/COUNTY-  TN/HAWKINS
 GA1425  USGS QUAD   -  CHURCH HILL (1991)
 GA1425
 GA1425                         *CURRENT SURVEY CONTROL
 GA1425  ___________________________________________________________________
 GA1425* NAD 83(1986)-  36 31 41.     (N)    082 41 12.     (W)     SCALED    
 GA1425* NAVD 88     -       383.001  (meters)    1256.56   (feet)  ADJUSTED  
 GA1425  ___________________________________________________________________
 GA1425  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1425  DYNAMIC HT  -         382.656 (meters)    1255.43  (feet)  COMP
 GA1425  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1425
 GA1425  VERT ORDER  -  SECOND    CLASS 0
 GA1425
 GA1425.The horizontal coordinates were scaled from a topographic map and have
 GA1425.an estimated accuracy of +/- 6 seconds.
 GA1425
 GA1425.The orthometric height was determined by differential leveling
 GA1425.and adjusted by the National Geodetic Survey in June 1991..
 GA1425
 GA1425.The geoid height was determined by GEOID03.
 GA1425
 GA1425.The dynamic height is computed by dividing the NAVD 88
 GA1425.geopotential number by the normal gravity value computed on the
 GA1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1425.degrees latitude (g = 980.6199 gals.).
 GA1425
 GA1425.The modeled gravity was interpolated from observed gravity values.
 GA1425
 GA1425;                    North         East    Units  Estimated Accuracy
 GA1425;SPC TN       -   248,530.      896,690.      MT  (+/- 180 meters Scaled)
 GA1425
 GA1425                          SUPERSEDED SURVEY CONTROL
 GA1425
 GA1425  NGVD 29 (??/??/92)  383.167  (m)         1257.11   (f) ADJ UNCH    2 0
 GA1425
 GA1425.Superseded values are not recommended for survey control.
 GA1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1425.See file dsdata.txt to determine how the superseded data were derived.
 GA1425
 GA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA489438(NAD 83)
 GA1425_MARKER: DD = SURVEY DISK
 GA1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1425_STAMPING: MARTIN RM-1 1963
 GA1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1425+STABILITY: SURFACE MOTION
 GA1425
 GA1425  HISTORY     - Date     Condition        Report By
 GA1425  HISTORY     - 1963     MONUMENTED       TNHD
 GA1425  HISTORY     - 1964     GOOD             TNHD
 GA1425
 GA1425                          STATION DESCRIPTION
 GA1425
 GA1425'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1425'2 MI NE FROM CHURCH HILL.
 GA1425'THE MARK IS LOCATED AT THE MARTIN 1963 STATION SITE, 114 FEET
 GA1425'SOUTH OF THE SOUTHWEST CORNER OF A BROWN SHINGLED HOUSE AND 6
 GA1425'FEET WEST-SOUTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE
 GA1425'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA1425'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1324 ***********************************************************************
 FC1324  DESIGNATION -  MARTIN RM 1
 FC1324  PID         -  FC1324
 FC1324  STATE/COUNTY-  TN/MARION
 FC1324  USGS QUAD   -  MONTEAGLE (1982)
 FC1324
 FC1324                         *CURRENT SURVEY CONTROL
 FC1324  ___________________________________________________________________
 FC1324* NAD 83(1986)-  35 07 51.     (N)    085 46 15.     (W)     SCALED    
 FC1324* NAVD 88     -       197.057  (meters)     646.51   (feet)  ADJUSTED  
 FC1324  ___________________________________________________________________
 FC1324  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1324  DYNAMIC HT  -         196.865 (meters)     645.88  (feet)  COMP
 FC1324  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC1324
 FC1324  VERT ORDER  -  SECOND    CLASS 0
 FC1324
 FC1324.The horizontal coordinates were scaled from a topographic map and have
 FC1324.an estimated accuracy of +/- 6 seconds.
 FC1324
 FC1324.The orthometric height was determined by differential leveling
 FC1324.and adjusted by the National Geodetic Survey in June 1991..
 FC1324
 FC1324.The geoid height was determined by GEOID03.
 FC1324
 FC1324.The dynamic height is computed by dividing the NAVD 88
 FC1324.geopotential number by the normal gravity value computed on the
 FC1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1324.degrees latitude (g = 980.6199 gals.).
 FC1324
 FC1324.The modeled gravity was interpolated from observed gravity values.
 FC1324
 FC1324;                    North         East    Units  Estimated Accuracy
 FC1324;SPC TN       -    88,510.      620,890.      MT  (+/- 180 meters Scaled)
 FC1324
 FC1324                          SUPERSEDED SURVEY CONTROL
 FC1324
 FC1324  NGVD 29 (??/??/92)  197.055  (m)          646.50   (f) ADJ UNCH    2 0
 FC1324
 FC1324.Superseded values are not recommended for survey control.
 FC1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1324.See file dsdata.txt to determine how the superseded data were derived.
 FC1324
 FC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD119882(NAD 83)
 FC1324_MARKER: DR = REFERENCE MARK DISK
 FC1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1324_STAMPING: MARTIN NO 1 1962
 FC1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1324+STABILITY: SURFACE MOTION
 FC1324
 FC1324  HISTORY     - Date     Condition        Report By
 FC1324  HISTORY     - 1962     MONUMENTED       CGS
 FC1324
 FC1324                          STATION DESCRIPTION
 FC1324
 FC1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1324'9.8 MI SE FROM MONTEAGLE.
 FC1324'AT THE MARTIN STATION SITE, 120 FEET WEST OF THE APPROXIMATE
 FC1324'CENTER OF U.S. HIGHWAYS 41 AND 64, 66.77 FEET NORTHEAST OF
 FC1324'THE STATION, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD REFERENCE
 FC1324'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FC1324'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0325 ***********************************************************************
 GD0325  DESIGNATION -  MARTIN RM 2
 GD0325  PID         -  GD0325
 GD0325  STATE/COUNTY-  TN/WEAKLEY
 GD0325  USGS QUAD   -  MARTIN (1983)
 GD0325
 GD0325                         *CURRENT SURVEY CONTROL
 GD0325  ___________________________________________________________________
 GD0325* NAD 83(1986)-  36 20 39.     (N)    088 50 55.     (W)     SCALED    
 GD0325* NAVD 88     -       125.913  (meters)     413.10   (feet)  ADJUSTED  
 GD0325  ___________________________________________________________________
 GD0325  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0325  DYNAMIC HT  -         125.811 (meters)     412.76  (feet)  COMP
 GD0325  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GD0325
 GD0325  VERT ORDER  -  FIRST     CLASS II
 GD0325
 GD0325.The horizontal coordinates were scaled from a topographic map and have
 GD0325.an estimated accuracy of +/- 6 seconds.
 GD0325
 GD0325.The orthometric height was determined by differential leveling
 GD0325.and adjusted by the National Geodetic Survey in June 1991..
 GD0325
 GD0325.The geoid height was determined by GEOID03.
 GD0325
 GD0325.The dynamic height is computed by dividing the NAVD 88
 GD0325.geopotential number by the normal gravity value computed on the
 GD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0325.degrees latitude (g = 980.6199 gals.).
 GD0325
 GD0325.The modeled gravity was interpolated from observed gravity values.
 GD0325
 GD0325;                    North         East    Units  Estimated Accuracy
 GD0325;SPC TN       -   226,830.      344,320.      MT  (+/- 180 meters Scaled)
 GD0325
 GD0325                          SUPERSEDED SURVEY CONTROL
 GD0325
 GD0325  NGVD 29 (??/??/??)  125.923  (m)          413.13   (f) ADJUSTED    1 2
 GD0325
 GD0325.Superseded values are not recommended for survey control.
 GD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0325.See file dsdata.txt to determine how the superseded data were derived.
 GD0325
 GD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341237(NAD 83)
 GD0325_MARKER: DR = REFERENCE MARK DISK
 GD0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0325_STAMPING: MARTIN 1934 NO 2
 GD0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0325+STABILITY: SURFACE MOTION
 GD0325
 GD0325  HISTORY     - Date     Condition        Report By
 GD0325  HISTORY     - 1934     MONUMENTED       CGS
 GD0325  HISTORY     - 1948     GOOD             CGS
 GD0325  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0325
 GD0325                          STATION DESCRIPTION
 GD0325
 GD0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0325'AT MARTIN.
 GD0325'AT MARTIN, ABOUT 180 YARDS SOUTH OF THE UNION RAILROAD STATION,
 GD0325'155 FEET SOUTH OF THE CENTER LINE OF FREDERICK STREET, 48.5
 GD0325'FEET WEST OF THE WEST CURB OF BROADWAY, 56 FEET EAST OF THE
 GD0325'EAST RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD,
 GD0325'120.5 FEET SOUTH OF THE STATION MARK, 124 FEET SOUTHWEST AND
 GD0325'ACROSS BROADWAY FROM THE SOUTHWEST CORNER OF THE MARTIN SHIRT
 GD0325'FACTORY BUILDING, 178.5 FEET SOUTH OF U.S.G.S. NO. 34, 12 FEET
 GD0325'NORTH OF A 14-INCH TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GD0325'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 GD0325'POST PROJECTING 6 INCHES.  NOTE-- MARK IS SLIGHTLY LEANING BUT
 GD0325'FIRMLY IN GROUND.  IT IS PRESUMED THAT THIS MARK WAS DESTROYED
 GD0325'DURING THE GRADING OPERATIONS DONE WHEN A NEW PAVED PARKING LOT
 GD0325'WAS ESTABLISHED.
 GD0325
 GD0325                          STATION RECOVERY (1967)
 GD0325
 GD0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1423 ***********************************************************************
 GA1423  DESIGNATION -  MARTIN RM 2
 GA1423  PID         -  GA1423
 GA1423  STATE/COUNTY-  TN/HAWKINS
 GA1423  USGS QUAD   -  CHURCH HILL (1991)
 GA1423
 GA1423                         *CURRENT SURVEY CONTROL
 GA1423  ___________________________________________________________________
 GA1423* NAD 83(1986)-  36 31 41.     (N)    082 41 12.     (W)     SCALED    
 GA1423* NAVD 88     -       385.675  (meters)    1265.34   (feet)  ADJUSTED  
 GA1423  ___________________________________________________________________
 GA1423  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1423  DYNAMIC HT  -         385.327 (meters)    1264.19  (feet)  COMP
 GA1423  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1423
 GA1423  VERT ORDER  -  SECOND    CLASS 0
 GA1423
 GA1423.The horizontal coordinates were scaled from a topographic map and have
 GA1423.an estimated accuracy of +/- 6 seconds.
 GA1423
 GA1423.The orthometric height was determined by differential leveling
 GA1423.and adjusted by the National Geodetic Survey in June 1991..
 GA1423
 GA1423.The geoid height was determined by GEOID03.
 GA1423
 GA1423.The dynamic height is computed by dividing the NAVD 88
 GA1423.geopotential number by the normal gravity value computed on the
 GA1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1423.degrees latitude (g = 980.6199 gals.).
 GA1423
 GA1423.The modeled gravity was interpolated from observed gravity values.
 GA1423
 GA1423;                    North         East    Units  Estimated Accuracy
 GA1423;SPC TN       -   248,530.      896,690.      MT  (+/- 180 meters Scaled)
 GA1423
 GA1423                          SUPERSEDED SURVEY CONTROL
 GA1423
 GA1423  NGVD 29 (??/??/92)  385.841  (m)         1265.88   (f) ADJ UNCH    2 0
 GA1423
 GA1423.Superseded values are not recommended for survey control.
 GA1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1423.See file dsdata.txt to determine how the superseded data were derived.
 GA1423
 GA1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA489438(NAD 83)
 GA1423_MARKER: DD = SURVEY DISK
 GA1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1423_STAMPING: MARTIN RM-2 1963
 GA1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1423+STABILITY: SURFACE MOTION
 GA1423
 GA1423  HISTORY     - Date     Condition        Report By
 GA1423  HISTORY     - 1963     MONUMENTED       TNHD
 GA1423  HISTORY     - 1964     GOOD             TNHD
 GA1423
 GA1423                          STATION DESCRIPTION
 GA1423
 GA1423'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1423'2 MI NE FROM CHURCH HILL.
 GA1423'THE MARK IS LOCATED AT THE MARTIN 1963 STATION SITE, 120 FEET
 GA1423'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 77 FEET
 GA1423'SOUTHWEST OF A 10-INCH WALNUT TREE AND 2 FEET EAST OF A NORTH-SOUTH
 GA1423'FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1423'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1326 ***********************************************************************
 FC1326  DESIGNATION -  MARTIN RM 2
 FC1326  PID         -  FC1326
 FC1326  STATE/COUNTY-  TN/MARION
 FC1326  USGS QUAD   -  MONTEAGLE (1982)
 FC1326
 FC1326                         *CURRENT SURVEY CONTROL
 FC1326  ___________________________________________________________________
 FC1326* NAD 83(1986)-  35 07 51.     (N)    085 46 15.     (W)     SCALED    
 FC1326* NAVD 88     -       197.606  (meters)     648.31   (feet)  ADJUSTED  
 FC1326  ___________________________________________________________________
 FC1326  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1326  DYNAMIC HT  -         197.414 (meters)     647.68  (feet)  COMP
 FC1326  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC1326
 FC1326  VERT ORDER  -  SECOND    CLASS 0
 FC1326
 FC1326.The horizontal coordinates were scaled from a topographic map and have
 FC1326.an estimated accuracy of +/- 6 seconds.
 FC1326
 FC1326.The orthometric height was determined by differential leveling
 FC1326.and adjusted by the National Geodetic Survey in June 1991..
 FC1326
 FC1326.The geoid height was determined by GEOID03.
 FC1326
 FC1326.The dynamic height is computed by dividing the NAVD 88
 FC1326.geopotential number by the normal gravity value computed on the
 FC1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1326.degrees latitude (g = 980.6199 gals.).
 FC1326
 FC1326.The modeled gravity was interpolated from observed gravity values.
 FC1326
 FC1326;                    North         East    Units  Estimated Accuracy
 FC1326;SPC TN       -    88,510.      620,890.      MT  (+/- 180 meters Scaled)
 FC1326
 FC1326                          SUPERSEDED SURVEY CONTROL
 FC1326
 FC1326  NGVD 29 (??/??/92)  197.604  (m)          648.31   (f) ADJ UNCH    2 0
 FC1326
 FC1326.Superseded values are not recommended for survey control.
 FC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1326.See file dsdata.txt to determine how the superseded data were derived.
 FC1326
 FC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD119882(NAD 83)
 FC1326_MARKER: DR = REFERENCE MARK DISK
 FC1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1326_STAMPING: MARTIN NO 2 1962
 FC1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1326+STABILITY: SURFACE MOTION
 FC1326
 FC1326  HISTORY     - Date     Condition        Report By
 FC1326  HISTORY     - 1962     MONUMENTED       CGS
 FC1326
 FC1326                          STATION DESCRIPTION
 FC1326
 FC1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1326'9.8 MI SE FROM MONTEAGLE.
 FC1326'AT THE MARTIN STATION SITE, 62.10 FEET WEST OF THE STATION, 36
 FC1326'FEET NORTHEAST OF A TOOL SHED AND 1 FOOT SOUTH OF A FENCE.  A
 FC1326'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1326'PROJECTING 6 INCHES AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC1326'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2562 ***********************************************************************
 FE2562  DESIGNATION -  MARTIN RM 2
 FE2562  PID         -  FE2562
 FE2562  STATE/COUNTY-  TN/SHELBY
 FE2562  USGS QUAD   -  GERMANTOWN (1997)
 FE2562
 FE2562                         *CURRENT SURVEY CONTROL
 FE2562  ___________________________________________________________________
 FE2562* NAD 83(1995)-  35 04 41.45950(N)    089 47 53.00407(W)     ADJUSTED  
 FE2562* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 FE2562  ___________________________________________________________________
 FE2562  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2562  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2562
 FE2562  HORZ ORDER  -  SECOND
 FE2562
 FE2562.The horizontal coordinates were established by classical geodetic methods
 FE2562.and adjusted by the National Geodetic Survey in April 1999..
 FE2562
 FE2562.The orthometric height was scaled from a topographic map.
 FE2562
 FE2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2562
 FE2562.The geoid height was determined by GEOID03.
 FE2562
 FE2562;                    North         East     Units Scale Factor Converg.
 FE2562;SPC TN       -    89,362.945   253,687.369   MT  1.00003476   -2 13 24.7
 FE2562;SPC TN       -   293,184.93    832,305.98   sFT  1.00003476   -2 13 24.7
 FE2562;UTM  16      - 3,885,295.019   244,881.092   MT  1.00040222   -1 36 32.0
 FE2562
 FE2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2562!SPC TN       -   0.99998531  x   1.00003476  =   1.00002007
 FE2562!UTM  16      -   0.99998531  x   1.00040222  =   1.00038753
 FE2562
 FE2562|---------------------------------------------------------------------|
 FE2562| PID    Reference Object                     Distance      Geod. Az  |
 FE2562|                                                           dddmmss.s |
 FE2562| FE2561 MARTIN                               11.463 METERS 13823     |
 FE2562| FE2190 MARTIN AZ MK                                       1584832.9 |
 FE2562|---------------------------------------------------------------------|
 FE2562
 FE2562                          SUPERSEDED SURVEY CONTROL
 FE2562
 FE2562  NAD 83(1995)-  35 04 41.46138(N)    089 47 53.00367(W) AD(       ) 2
 FE2562  NAD 83(1995)-  35 04 41.46383(N)    089 47 53.00479(W) AD(       ) 2
 FE2562  NAD 83(1986)-  35 04 41.46997(N)    089 47 53.00478(W) AD(       ) 2
 FE2562  NAD 27      -  35 04 41.14100(N)    089 47 52.69500(W) AD(       ) 2
 FE2562
 FE2562.Superseded values are not recommended for survey control.
 FE2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2562.See file dsdata.txt to determine how the superseded data were derived.
 FE2562
 FE2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4488185295(NAD 83)
 FE2562_MARKER: DR = REFERENCE MARK DISK
 FE2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2562
 FE2562  HISTORY     - Date     Condition        Report By
 FE2562  HISTORY     - 1957     MONUMENTED       CGS
 FE2562
 FE2562                          STATION DESCRIPTION
 FE2562
 FE2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE2562'THE STATION IS ABOUT 0.75 OF A MILE EAST OF GERMANTOWN, ABOUT 100
 FE2562'YARDS NORTH OF THE SOUTHERN RAILROAD TRACKS, ABOUT 73 YARDS EAST OF
 FE2562'POPLAR ROAD, AND IS ON THE PROPERTY OF MR. JOHN BROWDER.
 FE2562'
 FE2562'TO REACH THE STATION FROM THE SOUTHERN RAILROAD STATION IN
 FE2562'GERMANTOWN, GO SOUTHEASTERLY ON OLD POPLAR ROAD FOR 1.0 MILE TO THE
 FE2562'STATION ON THE LEFT ABOUT 73 YARDS AS DESCRIBED.
 FE2562'
 FE2562'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF DR. CARL NURNBERGER, 235
 FE2562'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD,
 FE2562'79 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HOUSE, 25
 FE2562'FEET NORTH OF THE 28-INCH BLACK OAK TREE, 19 FEET WEST OF A FENCE
 FE2562'AT THE EAST EDGE OF THE WOODS, 11 FEET WEST OF THE 28-INCH BODARK
 FE2562'TREE, AND 11 FEET EAST OF AN 18-INCH CATALPA TREE.  IT IS A
 FE2562'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE2562'MONUMENT AND THE DISK IS STAMPED MARTIN NO 2 1914.
 FE2562'
 FE2562'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2562'REFERENCE MARK NO. 2 IS 67.26 FEET-20.501 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0322 ***********************************************************************
 GD0322  DESIGNATION -  MARTIN RM 4
 GD0322  PID         -  GD0322
 GD0322  STATE/COUNTY-  TN/WEAKLEY
 GD0322  USGS QUAD   -  MARTIN (1983)
 GD0322
 GD0322                         *CURRENT SURVEY CONTROL
 GD0322  ___________________________________________________________________
 GD0322* NAD 83(1986)-  36 20 39.     (N)    088 50 56.     (W)     SCALED    
 GD0322* NAVD 88     -       125.77   (+/-2cm)     412.6    (feet)  VERTCON   
 GD0322  ___________________________________________________________________
 GD0322  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0322
 GD0322  VERT ORDER  -  THIRD (See Below)
 GD0322
 GD0322.The horizontal coordinates were scaled from a topographic map and have
 GD0322.an estimated accuracy of +/- 6 seconds.
 GD0322
 GD0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0322.The vertical order pertains to the NGVD 29 superseded value.
 GD0322
 GD0322.The geoid height was determined by GEOID03.
 GD0322
 GD0322;                    North         East    Units  Estimated Accuracy
 GD0322;SPC TN       -   226,830.      344,290.      MT  (+/- 180 meters Scaled)
 GD0322
 GD0322                          SUPERSEDED SURVEY CONTROL
 GD0322
 GD0322  NGVD 29 (??/??/??)  125.78   (m)          412.7    (f) RESET       3  
 GD0322
 GD0322.Superseded values are not recommended for survey control.
 GD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0322.See file dsdata.txt to determine how the superseded data were derived.
 GD0322
 GD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF340237(NAD 83)
 GD0322_MARKER: DR = REFERENCE MARK DISK
 GD0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0322_SP_SET: CONCRETE BASE
 GD0322_STAMPING: MARTIN 1934 NO 4 1967
 GD0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0322
 GD0322  HISTORY     - Date     Condition        Report By
 GD0322  HISTORY     - 1967     MONUMENTED       CGS
 GD0322
 GD0322                          STATION DESCRIPTION
 GD0322
 GD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0322'AT MARTIN.
 GD0322'THIS MARK IS LOCATED NEAR THE EAST EDGE OF A LARGE, PAVED PARKING
 GD0322'LOT ABOUT 0.2 MILE NORTH OF THE NEW POST OFFICE IN MARTIN, AND
 GD0322'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FREDERICK STREET
 GD0322'AND BROADWAY NEAR THE SITE OF TRIANGULATION STATION MARTIN 1934
 GD0322'1967.  IT IS 83.18 FEET SOUTH OF STATION MARTIN 1934 1967, 64 FEET
 GD0322'NORTH OF A POINT ON TANGENT WITH THE T INTERSECTION OF BROADWAY
 GD0322'AND STRAND STREET, 16 FEET WEST OF THE APPROXIMATE CENTER OF
 GD0322'BROADWAY AND ABOUT 8 INCHES ABOVE THE SURFACE OF THE PARKING
 GD0322'LOT.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED FLUSH IN A
 GD0322'DRILL HOLE IN THE CONCRETE BASE OF STREET LAMP NO. 11 AND THE
 GD0322'DISK IS STAMPED MARTIN 1934 NO 4 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1521 ***********************************************************************
 GD1521  DESIGNATION -  MARTIN TVA STACK
 GD1521  PID         -  GD1521
 GD1521  STATE/COUNTY-  TN/WEAKLEY
 GD1521  USGS QUAD   -  MARTIN (1983)
 GD1521
 GD1521                         *CURRENT SURVEY CONTROL
 GD1521  ___________________________________________________________________
 GD1521* NAD 83(1995)-  36 20 31.97650(N)    088 50 55.77321(W)     ADJUSTED  
 GD1521* NAVD 88     -                                                        
 GD1521  ___________________________________________________________________
 GD1521  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GD1521  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1521
 GD1521  HORZ ORDER  -  THIRD
 GD1521
 GD1521.The horizontal coordinates were established by classical geodetic methods
 GD1521.and adjusted by the National Geodetic Survey in April 1999..
 GD1521
 GD1521
 GD1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1521
 GD1521.The geoid height was determined by GEOID03.
 GD1521
 GD1521;                    North         East     Units Scale Factor Converg.
 GD1521;SPC TN       -   226,609.129   344,292.962   MT  0.99998764   -1 40 04.1
 GD1521;SPC TN       -   743,466.78  1,129,567.83   sFT  0.99998764   -1 40 04.1
 GD1521;UTM  16      - 4,023,492.929   334,083.960   MT  0.99993918   -1 05 45.2
 GD1521
 GD1521                          SUPERSEDED SURVEY CONTROL
 GD1521
 GD1521  NAD 83(1995)-  36 20 31.97749(N)    088 50 55.77435(W) AD(       ) 4
 GD1521  NAD 83(1995)-  36 20 31.97874(N)    088 50 55.77580(W) AD(       ) 4
 GD1521  NAD 83(1986)-  36 20 31.98957(N)    088 50 55.77198(W) AD(       ) 4
 GD1521  NAD 27      -  36 20 31.75900(N)    088 50 55.56000(W) AD(       ) 3
 GD1521
 GD1521.Superseded values are not recommended for survey control.
 GD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1521.See file dsdata.txt to determine how the superseded data were derived.
 GD1521
 GD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3408423493(NAD 83)
 GD1521_MARKER: 63 = STACK
 GD1521
 GD1521  HISTORY     - Date     Condition        Report By
 GD1521  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1521  HISTORY     - 1967     GOOD             CGS
 GD1521
 GD1521                          STATION DESCRIPTION
 GD1521
 GD1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1521'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A WHITE
 GD1521'STRUCTURE APPROXIMATELY 110 FEET HIGH.  IT IS LOCATED NEAR THE
 GD1521'CENTER OF MARTIN.
 GD1521
 GD1521                          STATION RECOVERY (1967)
 GD1521
 GD1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1521'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1521'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1521'DESCRIPTION.
 GD1521'
 GD1521'THE STACK IS LOCATED AT THE MARTIN POWER AND LIGHT COMPANY PLANT IN
 GD1521'MARTIN.  IT IS 78 FEET EAST OF THE APPROXIMATE CENTER OF BROADWAY
 GD1521'65 FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING AN
 GD1521'ELECTRIC TRANSFORMER STATION, AND IN THE ANGLE FORMED BY AN ELL AT
 GD1521'THE NORTHWEST CORNER OF THE PLANT BUILDING.  IT IS A LARGE
 GD1521'REINFORCED CONCRETE STACK THAT HAS BEEN PAINTED WHITE AND HAS AN
 GD1521'OVER-ALL HEIGHT OF ABOUT 110 FEET.  THE POINT INTERSECTED WAS THE
 GD1521'TOP AND CENTER OF THE STACK.
 GD1521'
 GD1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1271 ***********************************************************************
 GC1271  DESIGNATION -  MARY
 GC1271  PID         -  GC1271
 GC1271  STATE/COUNTY-  TN/MONTGOMERY
 GC1271  USGS QUAD   -  CLARKSVILLE (1984)
 GC1271
 GC1271                         *CURRENT SURVEY CONTROL
 GC1271  ___________________________________________________________________
 GC1271* NAD 83(1986)-  36 37 21.     (N)    087 18 25.     (W)     SCALED    
 GC1271* NAVD 88     -       157.843  (meters)     517.86   (feet)  ADJUSTED  
 GC1271  ___________________________________________________________________
 GC1271  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1271  DYNAMIC HT  -         157.714 (meters)     517.43  (feet)  COMP
 GC1271  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GC1271
 GC1271  VERT ORDER  -  SECOND    CLASS 0
 GC1271
 GC1271.The horizontal coordinates were scaled from a topographic map and have
 GC1271.an estimated accuracy of +/- 6 seconds.
 GC1271
 GC1271.The orthometric height was determined by differential leveling
 GC1271.and adjusted by the National Geodetic Survey in June 1991..
 GC1271
 GC1271.The geoid height was determined by GEOID03.
 GC1271
 GC1271.The dynamic height is computed by dividing the NAVD 88
 GC1271.geopotential number by the normal gravity value computed on the
 GC1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1271.degrees latitude (g = 980.6199 gals.).
 GC1271
 GC1271.The modeled gravity was interpolated from observed gravity values.
 GC1271
 GC1271;                    North         East    Units  Estimated Accuracy
 GC1271;SPC TN       -   254,770.      483,090.      MT  (+/- 180 meters Scaled)
 GC1271
 GC1271                          SUPERSEDED SURVEY CONTROL
 GC1271
 GC1271  NGVD 29 (??/??/92)  157.924  (m)          518.12   (f) ADJ UNCH    2 0
 GC1271
 GC1271.Superseded values are not recommended for survey control.
 GC1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1271.See file dsdata.txt to determine how the superseded data were derived.
 GC1271
 GC1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF725530(NAD 83)
 GC1271_MARKER: DD = SURVEY DISK
 GC1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1271_STAMPING: MARY 1965
 GC1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1271+STABILITY: SURFACE MOTION
 GC1271
 GC1271  HISTORY     - Date     Condition        Report By
 GC1271  HISTORY     - 1965     MONUMENTED       TNHD
 GC1271
 GC1271                          STATION DESCRIPTION
 GC1271
 GC1271'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1271'8 MI N FROM CLARKSVILLE.
 GC1271'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, 3 MILES
 GC1271'NORTHEAST OF CLARKSVILE, GO NORTH ON STATE ROUTE 48 FOR 4.15
 GC1271'MILES TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT, AND GO EAST
 GC1271'ON THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED DRIVE ON
 GC1271'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GRAVELED
 GC1271'DRIVE ON THE LEFT.  TURN LEFT, AND GO NORTH ON THE GRAVELED
 GC1271'DRIVE FOR 0.3 MILE TO THE MARK ON THE RIGHT, 29 FEET EAST OF THE
 GC1271'APPROXIMATE CENTER OF A GRAVELED DRIVE, 14 FEET SOUTH OF A
 GC1271'10-INCH BLACK LOCUST TREE, 6 FEET NORTHWEST OF A FENCE AND
 GC1271'5.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT IS
 GC1271'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1271'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2469 ***********************************************************************
 GC2469  DESIGNATION -  MARY
 GC2469  PID         -  GC2469
 GC2469  STATE/COUNTY-  TN/MONTGOMERY
 GC2469  USGS QUAD   -  CLARKSVILLE (1984)
 GC2469
 GC2469                         *CURRENT SURVEY CONTROL
 GC2469  ___________________________________________________________________
 GC2469* NAD 83(1995)-  36 37 21.43607(N)    087 18 24.13631(W)     ADJUSTED  
 GC2469* NAVD 88     -       157.84   (+/-2cm)     517.8    (feet)  VERTCON   
 GC2469  ___________________________________________________________________
 GC2469  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GC2469  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2469
 GC2469  HORZ ORDER  -  SECOND
 GC2469  VERT ORDER  -  THIRD ? (See Below)
 GC2469
 GC2469.The horizontal coordinates were established by classical geodetic methods
 GC2469.and adjusted by the National Geodetic Survey in April 1999..
 GC2469
 GC2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2469.The vertical order pertains to the NGVD 29 superseded value.
 GC2469
 GC2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2469
 GC2469.The geoid height was determined by GEOID03.
 GC2469
 GC2469;                    North         East     Units Scale Factor Converg.
 GC2469;SPC TN       -   254,783.955   483,114.206   MT  1.00004302   -0 45 54.0
 GC2469;SPC TN       -   835,903.69  1,585,017.19   sFT  1.00004302   -0 45 54.0
 GC2469;SPC KY1Z     - 1,033,269.631 1,360,740.032   MT  1.00014205   -0 57 20.7
 GC2469;SPC KY1Z     - 3,389,985.45  4,464,361.25   sFT  1.00014205   -0 57 20.7
 GC2469;SPC KY S     -   533,250.699   360,756.599   MT  1.00002194   -0 56 38.7
 GC2469;SPC KY S     - 1,749,506.67  1,183,582.28   sFT  1.00002194   -0 56 38.7
 GC2469;UTM  16      - 4,053,053.624   472,576.328   MT  0.99960927   -0 10 58.7
 GC2469
 GC2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2469!SPC TN       -   0.99997987  x   1.00004302  =   1.00002289
 GC2469!SPC KY1Z     -   0.99997987  x   1.00014205  =   1.00012192
 GC2469!SPC KY S     -   0.99997987  x   1.00002194  =   1.00000181
 GC2469!UTM  16      -   0.99997987  x   0.99960927  =   0.99958915
 GC2469
 GC2469|---------------------------------------------------------------------|
 GC2469| PID    Reference Object                     Distance      Geod. Az  |
 GC2469|                                                           dddmmss.s |
 GC2469| GC1272 MARY RM 1                            22.262 METERS 23456     |
 GC2469| GC1270 MARY RM 2                            16.391 METERS 29413     |
 GC2469| GC1269 MARY AZ MK                                         2953309.5 |
 GC2469|---------------------------------------------------------------------|
 GC2469
 GC2469                          SUPERSEDED SURVEY CONTROL
 GC2469
 GC2469  NAD 83(1995)-  36 37 21.43664(N)    087 18 24.13693(W) AD(       ) 2
 GC2469  NAD 83(1995)-  36 37 21.44311(N)    087 18 24.13967(W) AD(       ) 2
 GC2469  NAD 83(1986)-  36 37 21.44611(N)    087 18 24.13955(W) AD(       ) 2
 GC2469  NAD 27      -  36 37 21.27941(N)    087 18 24.11627(W) AD(       ) 2
 GC2469  NGVD 29 (07/19/86)  157.92   (m)          518.1    (f) LEVELING    3  
 GC2469
 GC2469.Superseded values are not recommended for survey control.
 GC2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2469.See file dsdata.txt to determine how the superseded data were derived.
 GC2469
 GC2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7257653054(NAD 83)
 GC2469_MARKER: DD = SURVEY DISK
 GC2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2469
 GC2469  HISTORY     - Date     Condition        Report By
 GC2469  HISTORY     - 1965     MONUMENTED       TNHD
 GC2469
 GC2469                          STATION DESCRIPTION
 GC2469
 GC2469'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2469'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF CLARKSVILLE.
 GC2469'
 GC2469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2469'ROUTE 48, 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTH ON STATE
 GC2469'ROUTE 48 FOR 4.15 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT
 GC2469'AND GO EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED DRIVE
 GC2469'ON THE LEFT,* CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GRAVELED
 GC2469'DRIVE ON THE LEFT. TURN LEFT AND GO NORTH ON THE GRAVELED DRIVE FOR
 GC2469'0.3 MILE TO THE STATION ON THE RIGHT.
 GC2469'
 GC2469'THE STATION IS 29 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GC2469'DRIVE, 14 FEET SOUTH OF A 10-INCH BLACK LOCUST TREE, 6 FEET NORTHWEST
 GC2469'OF A FENCE AND 5.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 GC2469'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2469'DEPARTMENT DISKS AND THE DISKS ARE STAMPED MARY 1965. THE UNDERGROUND
 GC2469'MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET
 GC2469'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2469'
 GC2469'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF A 36-INCH OAK TREE, 8 FEET
 GC2469'WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 5 FEET
 GC2469'SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN. IT IS A STANDARD
 GC2469'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC2469'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MARY RM-1 1965.
 GC2469'
 GC2469'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE APPROXIMATE CENTER OF A
 GC2469'GRAVELED DRIVE AND 1 FOOT EAST OF THE NORTHEAST CORNER OF A
 GC2469'BARN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2469'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2469'MARY RM-2 1965.
 GC2469'
 GC2469'THE AZIMUTH MARK IS 36 FEET NORTH OF A 14-INCH OAK TREE, 25 FEET WEST
 GC2469'OF THE APPROXIMATE CENTER OF A FARM ROAD, 2.2 FEET SOUTHEAST OF A
 GC2469'METAL WITNESS POST WITH SIGN AND 2 FEET SOUTH OF THE SOUTHEAST CORNER
 GC2469'OF A BARN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2469'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2469'STAMPED MARY AZI 1965.
 GC2469'
 GC2469'TO REACH THE AZIMUTH MARK,* TURN LEFT AND GO NORTH ON THE GRAVELED
 GC2469'DRIVE FOR 0.4 MILE TO TWO GATES, PASS THROUGH THE RIGHT GATE AND
 GC2469'GO 0.1 MILE TO A BARN AND THE AZIMUTH MARK ON THE LEFT.
 GC2469'
 GC2469'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GC2469'
 GC2469'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1269 ***********************************************************************
 GC1269  DESIGNATION -  MARY AZ MK
 GC1269  PID         -  GC1269
 GC1269  STATE/COUNTY-  TN/MONTGOMERY
 GC1269  USGS QUAD   -  CLARKSVILLE (1984)
 GC1269
 GC1269                         *CURRENT SURVEY CONTROL
 GC1269  ___________________________________________________________________
 GC1269* NAD 83(1986)-  36 37 23.     (N)    087 18 47.     (W)     SCALED    
 GC1269* NAVD 88     -       159.737  (meters)     524.07   (feet)  ADJUSTED  
 GC1269  ___________________________________________________________________
 GC1269  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1269  DYNAMIC HT  -         159.606 (meters)     523.64  (feet)  COMP
 GC1269  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC1269
 GC1269  VERT ORDER  -  SECOND    CLASS 0
 GC1269
 GC1269.The horizontal coordinates were scaled from a topographic map and have
 GC1269.an estimated accuracy of +/- 6 seconds.
 GC1269
 GC1269.The orthometric height was determined by differential leveling
 GC1269.and adjusted by the National Geodetic Survey in June 1991..
 GC1269
 GC1269.The geoid height was determined by GEOID03.
 GC1269
 GC1269.The dynamic height is computed by dividing the NAVD 88
 GC1269.geopotential number by the normal gravity value computed on the
 GC1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1269.degrees latitude (g = 980.6199 gals.).
 GC1269
 GC1269.The modeled gravity was interpolated from observed gravity values.
 GC1269
 GC1269;                    North         East    Units  Estimated Accuracy
 GC1269;SPC TN       -   254,840.      482,550.      MT  (+/- 180 meters Scaled)
 GC1269
 GC1269                          SUPERSEDED SURVEY CONTROL
 GC1269
 GC1269  NGVD 29 (??/??/92)  159.818  (m)          524.34   (f) ADJ UNCH    2 0
 GC1269
 GC1269.Superseded values are not recommended for survey control.
 GC1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1269.See file dsdata.txt to determine how the superseded data were derived.
 GC1269
 GC1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF720531(NAD 83)
 GC1269_MARKER: DD = SURVEY DISK
 GC1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1269_STAMPING: MARY AZI 1965
 GC1269_MARK LOGO: TNHD  
 GC1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1269+STABILITY: SURFACE MOTION
 GC1269
 GC1269  HISTORY     - Date     Condition        Report By
 GC1269  HISTORY     - 1965     MONUMENTED       TNHD
 GC1269
 GC1269                          STATION DESCRIPTION
 GC1269
 GC1269'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1269'8 MI N FROM CLARKSVILLE.
 GC1269'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, 3 MILES
 GC1269'NORTHEAST OF CLARKSVILLE, GO NORTH ON STATE ROUTE 48 FOR 4.15
 GC1269'MILES TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT, AND GO EAST
 GC1269'ON THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED DRIVE ON THE
 GC1269'LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED DRIVE FOR 0.4 MILE
 GC1269'TWO GATES, PASS THROUGH THE RIGHT GATE AND GO 0.1 MILE TO A BARN
 GC1269'AND THE MARK ON THE LEFT, 36 FEET NORTH OF A 14-INCH OAK TREE,
 GC1269'25 FEE WEST OF THE APPROXIMATE CENTER OF A FARM ROAD, 2.2 FEET
 GC1269'SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTH OF THE
 GC1269'SOUTHEAST CORNER OF A BARN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1269'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1269'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1272 ***********************************************************************
 GC1272  DESIGNATION -  MARY RM 1
 GC1272  PID         -  GC1272
 GC1272  STATE/COUNTY-  TN/MONTGOMERY
 GC1272  USGS QUAD   -  CLARKSVILLE (1984)
 GC1272
 GC1272                         *CURRENT SURVEY CONTROL
 GC1272  ___________________________________________________________________
 GC1272* NAD 83(1986)-  36 37 21.     (N)    087 18 25.     (W)     SCALED    
 GC1272* NAVD 88     -       157.068  (meters)     515.31   (feet)  ADJUSTED  
 GC1272  ___________________________________________________________________
 GC1272  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1272  DYNAMIC HT  -         156.940 (meters)     514.89  (feet)  COMP
 GC1272  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GC1272
 GC1272  VERT ORDER  -  SECOND    CLASS 0
 GC1272
 GC1272.The horizontal coordinates were scaled from a topographic map and have
 GC1272.an estimated accuracy of +/- 6 seconds.
 GC1272
 GC1272.The orthometric height was determined by differential leveling
 GC1272.and adjusted by the National Geodetic Survey in June 1991..
 GC1272
 GC1272.The geoid height was determined by GEOID03.
 GC1272
 GC1272.The dynamic height is computed by dividing the NAVD 88
 GC1272.geopotential number by the normal gravity value computed on the
 GC1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1272.degrees latitude (g = 980.6199 gals.).
 GC1272
 GC1272.The modeled gravity was interpolated from observed gravity values.
 GC1272
 GC1272;                    North         East    Units  Estimated Accuracy
 GC1272;SPC TN       -   254,770.      483,090.      MT  (+/- 180 meters Scaled)
 GC1272
 GC1272                          SUPERSEDED SURVEY CONTROL
 GC1272
 GC1272  NGVD 29 (??/??/92)  157.150  (m)          515.58   (f) ADJ UNCH    2 0
 GC1272
 GC1272.Superseded values are not recommended for survey control.
 GC1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1272.See file dsdata.txt to determine how the superseded data were derived.
 GC1272
 GC1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF725530(NAD 83)
 GC1272_MARKER: DD = SURVEY DISK
 GC1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1272_STAMPING: MARY RM-1 1965
 GC1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1272+STABILITY: SURFACE MOTION
 GC1272
 GC1272  HISTORY     - Date     Condition        Report By
 GC1272  HISTORY     - 1965     MONUMENTED       TNHD
 GC1272
 GC1272                          STATION DESCRIPTION
 GC1272
 GC1272'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1272'8 MI N FROM CLARKSVILLE.
 GC1272'AT THE MARY 1965 STATION SITE, 40 FEET NORTH OF A 36-INCH OAK
 GC1272'TREE, 8 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE
 GC1272'AND 5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN.  IT IS
 GC1272'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GC1272'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1270 ***********************************************************************
 GC1270  DESIGNATION -  MARY RM 2
 GC1270  PID         -  GC1270
 GC1270  STATE/COUNTY-  TN/MONTGOMERY
 GC1270  USGS QUAD   -  CLARKSVILLE (1984)
 GC1270
 GC1270                         *CURRENT SURVEY CONTROL
 GC1270  ___________________________________________________________________
 GC1270* NAD 83(1986)-  36 37 21.     (N)    087 18 25.     (W)     SCALED    
 GC1270* NAVD 88     -       157.614  (meters)     517.11   (feet)  ADJUSTED  
 GC1270  ___________________________________________________________________
 GC1270  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1270  DYNAMIC HT  -         157.486 (meters)     516.69  (feet)  COMP
 GC1270  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GC1270
 GC1270  VERT ORDER  -  SECOND    CLASS 0
 GC1270
 GC1270.The horizontal coordinates were scaled from a topographic map and have
 GC1270.an estimated accuracy of +/- 6 seconds.
 GC1270
 GC1270.The orthometric height was determined by differential leveling
 GC1270.and adjusted by the National Geodetic Survey in June 1991..
 GC1270
 GC1270.The geoid height was determined by GEOID03.
 GC1270
 GC1270.The dynamic height is computed by dividing the NAVD 88
 GC1270.geopotential number by the normal gravity value computed on the
 GC1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1270.degrees latitude (g = 980.6199 gals.).
 GC1270
 GC1270.The modeled gravity was interpolated from observed gravity values.
 GC1270
 GC1270;                    North         East    Units  Estimated Accuracy
 GC1270;SPC TN       -   254,770.      483,090.      MT  (+/- 180 meters Scaled)
 GC1270
 GC1270                          SUPERSEDED SURVEY CONTROL
 GC1270
 GC1270  NGVD 29 (??/??/92)  157.697  (m)          517.38   (f) ADJ UNCH    2 0
 GC1270
 GC1270.Superseded values are not recommended for survey control.
 GC1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1270.See file dsdata.txt to determine how the superseded data were derived.
 GC1270
 GC1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF725530(NAD 83)
 GC1270_MARKER: DD = SURVEY DISK
 GC1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1270_STAMPING: MARY RM-2 1965
 GC1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1270+STABILITY: SURFACE MOTION
 GC1270
 GC1270  HISTORY     - Date     Condition        Report By
 GC1270  HISTORY     - 1965     MONUMENTED       TNHD
 GC1270
 GC1270                          STATION DESCRIPTION
 GC1270
 GC1270'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1270'8 MI N FROM CLARKSVILLE.
 GC1270'AT THE MARY 1965 STATION SITE, 24 FEET WEST OF THE APPROXIMATE
 GC1270'CENTER OF A GRAVELED DRIVE AND 1 FOOT EAST OF THE NORTHEAST
 GC1270'CORNER OF A BARN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1270'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1270'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2536 ***********************************************************************
 GC2536  DESIGNATION -  MARYMOUNT
 GC2536  PID         -  GC2536
 GC2536  STATE/COUNTY-  TN/WILLIAMSON
 GC2536  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2536
 GC2536                         *CURRENT SURVEY CONTROL
 GC2536  ___________________________________________________________________
 GC2536* NAD 83(1995)-  36 00 02.38846(N)    087 03 54.14782(W)     ADJUSTED  
 GC2536* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 GC2536  ___________________________________________________________________
 GC2536  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GC2536  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2536
 GC2536  HORZ ORDER  -  THIRD
 GC2536
 GC2536.The horizontal coordinates were established by classical geodetic methods
 GC2536.and adjusted by the National Geodetic Survey in April 1999..
 GC2536
 GC2536.The orthometric height was scaled from a topographic map.
 GC2536
 GC2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2536
 GC2536.The geoid height was determined by GEOID03.
 GC2536
 GC2536;                    North         East     Units Scale Factor Converg.
 GC2536;SPC TN       -   185,511.532   503,979.220   MT  0.99995261   -0 37 24.7
 GC2536;SPC TN       -   608,632.42  1,653,471.82   sFT  0.99995261   -0 37 24.7
 GC2536;UTM  16      - 3,984,023.996   494,138.053   MT  0.99960042   -0 02 17.6
 GC2536
 GC2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2536!SPC TN       -   0.99996340  x   0.99995261  =   0.99991601
 GC2536!UTM  16      -   0.99996340  x   0.99960042  =   0.99956383
 GC2536
 GC2536|---------------------------------------------------------------------|
 GC2536| PID    Reference Object                     Distance      Geod. Az  |
 GC2536|                                                           dddmmss.s |
 GC2536| GC2540 9 26 7                               15.715 METERS 11808     |
 GC2536| CG6861 MARYMOUNT AZ MK                                    2560225.0 |
 GC2536| CG6862 MARYMOUNT RM 1                       22.431 METERS 25928     |
 GC2536|---------------------------------------------------------------------|
 GC2536
 GC2536                          SUPERSEDED SURVEY CONTROL
 GC2536
 GC2536  NAD 83(1995)-  36 00 02.39068(N)    087 03 54.15097(W) AD(       ) 3
 GC2536  NAD 83(1995)-  36 00 02.39070(N)    087 03 54.15053(W) AD(       ) 3
 GC2536  NAD 83(1986)-  36 00 02.39921(N)    087 03 54.15117(W) AD(       ) 3
 GC2536  NAD 27      -  36 00 02.17300(N)    087 03 54.13400(W) AD(       ) 3
 GC2536
 GC2536.Superseded values are not recommended for survey control.
 GC2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2536.See file dsdata.txt to determine how the superseded data were derived.
 GC2536
 GC2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9413884024(NAD 83)
 GC2536_MARKER: DS = TRIANGULATION STATION DISK
 GC2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2536
 GC2536  HISTORY     - Date     Condition        Report By
 GC2536  HISTORY     - 1953     MONUMENTED       CGS
 GC2536
 GC2536                          STATION DESCRIPTION
 GC2536
 GC2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2536'THE STATION IS ABOUT 3 MILES SOUTHWEST OF LINTON ALONG STATE HIGHWAY
 GC2536'100, ABOUT 0.1 MILE EAST OF THE ENTRANCE TO CAMP MARYMOUNT.  IT IS
 GC2536'58 FEET NORTH OF CENTER OF HIGHWAY 100 AND 19 FEET NORTH OF WHITE
 GC2536'WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 GC2536'STAMPED MARYMOUNT 1953.
 GC2536'
 GC2536'REFERENCE MARK NO. 1 IS 39 FEET NORTH OF CENTER OF HIGHWAY 100 AND 1
 GC2536'FOOT NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 GC2536'STAMPED MARYMOUNT NO 1 1953.
 GC2536'
 GC2536'9-26-7 (TENN GEOLOGY S) WAS USED AS A REFERENCE MARK.  THE MARK IS A
 GC2536'6 X 6 INCH CONCRETE POST WITH A BRONZE TENNESSEE DIV. OF GEOLOGY,
 GC2536'WPA STATION DISK.  IT IS 33 FEET NORTH OF HIGHWAY 100 AND 5 FEET
 GC2536'SOUTH OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GC2536'THE DISK STAMPED 9-26-7.
 GC2536'
 GC2536'AZIMUTH MARK IS 45 FEET NORTHWEST OF CENTER OF HIGHWAY 100, 12 FEET
 GC2536'NORTHWEST OF THE FENCE LINE AND 11 FEET NORTHWEST OF A WHITE
 GC2536'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED
 GC2536'MARYMOUNT 1953.
 GC2536'
 GC2536'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE SOUTH
 GC2536'HARPETH RIVER ON STATE HIGHWAY 100, AT LINTON, GO SOUTHWEST ON
 GC2536'HIGHWAY 100 FOR 2.4 MILES TO STATION ON THE RIGHT AS DESCRIBED.
 GC2536'CONTINUE SOUTHWEST ON HIGHWAY 100 FOR 0.2 MILE TO AZIMUTH MARK ON
 GC2536'THE RIGHT AS DESCRIBED.
 GC2536'
 GC2536'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1772 ***********************************************************************
 FB1772  DESIGNATION -  MARYVILLE
 FB1772  PID         -  FB1772
 FB1772  STATE/COUNTY-  TN/BLOUNT
 FB1772  USGS QUAD   -  BLOCKHOUSE (1966)
 FB1772
 FB1772                         *CURRENT SURVEY CONTROL
 FB1772  ___________________________________________________________________
 FB1772* NAD 83(1986)-  35 44 59.     (N)    083 58 07.     (W)     SCALED    
 FB1772* NAVD 88     -       290.923  (meters)     954.47   (feet)  ADJUSTED  
 FB1772  ___________________________________________________________________
 FB1772  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1772  DYNAMIC HT  -         290.648 (meters)     953.57  (feet)  COMP
 FB1772  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 FB1772
 FB1772  VERT ORDER  -  FIRST     CLASS II
 FB1772
 FB1772.The horizontal coordinates were scaled from a topographic map and have
 FB1772.an estimated accuracy of +/- 6 seconds.
 FB1772
 FB1772.The orthometric height was determined by differential leveling
 FB1772.and adjusted by the National Geodetic Survey in June 1991..
 FB1772
 FB1772.The geoid height was determined by GEOID03.
 FB1772
 FB1772.The dynamic height is computed by dividing the NAVD 88
 FB1772.geopotential number by the normal gravity value computed on the
 FB1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1772.degrees latitude (g = 980.6199 gals.).
 FB1772
 FB1772.The modeled gravity was interpolated from observed gravity values.
 FB1772
 FB1772;                    North         East    Units  Estimated Accuracy
 FB1772;SPC TN       -   159,050.      783,710.      MT  (+/- 180 meters Scaled)
 FB1772
 FB1772                          SUPERSEDED SURVEY CONTROL
 FB1772
 FB1772  NGVD 29 (12/12/91)  291.050  (m)          954.89   (f) ADJUSTED    1 2
 FB1772
 FB1772.Superseded values are not recommended for survey control.
 FB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1772.See file dsdata.txt to determine how the superseded data were derived.
 FB1772
 FB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315602(NAD 83)
 FB1772_MARKER: DB = BENCH MARK DISK
 FB1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1772_SP_SET: TUNNEL
 FB1772_STAMPING: 955.106 MARYVILLE 1932
 FB1772_MARK LOGO: CGS   
 FB1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1772
 FB1772  HISTORY     - Date     Condition        Report By
 FB1772  HISTORY     - 1932     MONUMENTED       CGS
 FB1772  HISTORY     - 1950     GOOD             NGS
 FB1772  HISTORY     - 1983     GOOD             NGS
 FB1772
 FB1772                          STATION DESCRIPTION
 FB1772
 FB1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1772'AT MARYVILLE.
 FB1772'AT MARYVILLE, BLOUNT COUNTY, 1.2 MILES WEST ALONG THE SOUTHERN
 FB1772'RAILWAY FROM THE STATION, IN THE NORTHEAST CORNER OF A TUNNEL,
 FB1772'8 FEET SOUTH OF THE NORTH EDGE, AND ABOUT 4 FEET ABOVE THE GROUND.
 FB1772'A STANDARD DISK, STAMPED 955.106 MARYVILLE 1932.
 FB1772
 FB1772                          STATION RECOVERY (1983)
 FB1772
 FB1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1772'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MARYVILLE, AT
 FB1772'THE NORTHEAST CORNER OF A RAILROAD TUNNEL UNDER CATES STREET, SET
 FB1772'VERTICALLY, 2.44 METERS (8.0 FT) SOUTH OF THE NORTH EDGE OF THE
 FB1772'TUNNEL, 1.42 METERS (4.7 FT) EAST OF THE EAST RAIL.
 FB1772'THE MARK IS 1.43 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1462 ***********************************************************************
 FE1462  DESIGNATION -  MASON
 FE1462  PID         -  FE1462
 FE1462  STATE/COUNTY-  TN/SHELBY
 FE1462  USGS QUAD   -  ELLENDALE (1993)
 FE1462
 FE1462                         *CURRENT SURVEY CONTROL
 FE1462  ___________________________________________________________________
 FE1462* NAD 83(1995)-  35 08 18.06804(N)    089 52 09.94149(W)     ADJUSTED  
 FE1462* NAVD 88     -        75.207  (meters)     246.74   (feet)  ADJUSTED  
 FE1462  ___________________________________________________________________
 FE1462  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1462  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1462  DYNAMIC HT  -          75.139 (meters)     246.52  (feet)  COMP
 FE1462  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FE1462
 FE1462  HORZ ORDER  -  SECOND
 FE1462  VERT ORDER  -  SECOND    CLASS 0
 FE1462
 FE1462.The horizontal coordinates were established by classical geodetic methods
 FE1462.and adjusted by the National Geodetic Survey in April 1999..
 FE1462
 FE1462.The orthometric height was determined by differential leveling
 FE1462.and adjusted by the National Geodetic Survey in June 1991..
 FE1462
 FE1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1462
 FE1462.The geoid height was determined by GEOID03.
 FE1462
 FE1462.The dynamic height is computed by dividing the NAVD 88
 FE1462.geopotential number by the normal gravity value computed on the
 FE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1462.degrees latitude (g = 980.6199 gals.).
 FE1462
 FE1462.The modeled gravity was interpolated from observed gravity values.
 FE1462
 FE1462;                    North         East     Units Scale Factor Converg.
 FE1462;SPC TN       -    96,288.147   247,446.828   MT  1.00002158   -2 15 55.1
 FE1462;SPC TN       -   315,905.36    811,831.80   sFT  1.00002158   -2 15 55.1
 FE1462;UTM  16      - 3,892,155.679   238,564.237   MT  1.00044243   -1 39 08.8
 FE1462
 FE1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1462!SPC TN       -   0.99999249  x   1.00002158  =   1.00001407
 FE1462!UTM  16      -   0.99999249  x   1.00044243  =   1.00043492
 FE1462
 FE1462|---------------------------------------------------------------------|
 FE1462| PID    Reference Object                     Distance      Geod. Az  |
 FE1462|                                                           dddmmss.s |
 FE1462| FE1463 MASON RM 1                           10.599 METERS 20343     |
 FE1462| FE1460 MASON AZ MK                                        2871859.3 |
 FE1462| FE1461 MASON RM 2                            9.296 METERS 29553     |
 FE1462|---------------------------------------------------------------------|
 FE1462
 FE1462                          SUPERSEDED SURVEY CONTROL
 FE1462
 FE1462  NAD 83(1995)-  35 08 18.07101(N)    089 52 09.93989(W) AD(       ) 2
 FE1462  NAD 83(1995)-  35 08 18.07328(N)    089 52 09.94072(W) AD(       ) 2
 FE1462  NAD 83(1986)-  35 08 18.07850(N)    089 52 09.94183(W) AD(       ) 2
 FE1462  NAD 27      -  35 08 17.75620(N)    089 52 09.63070(W) AD(       ) 2
 FE1462  NGVD 29 (??/??/??)   75.186  (m)          246.67   (f) ADJUSTED    2 0
 FE1462
 FE1462.Superseded values are not recommended for survey control.
 FE1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1462.See file dsdata.txt to determine how the superseded data were derived.
 FE1462
 FE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3856492156(NAD 83)
 FE1462_MARKER: DE = TRAVERSE STATION DISK
 FE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1462_STAMPING: MASON 1959
 FE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1462+STABILITY: SURFACE MOTION
 FE1462
 FE1462  HISTORY     - Date     Condition        Report By
 FE1462  HISTORY     - 1959     MONUMENTED       CGS
 FE1462  HISTORY     - 1959     GOOD             CGS
 FE1462  HISTORY     - 1974     SEE DESCRIPTION  USE
 FE1462  HISTORY     - 1982     MARK NOT FOUND   NGS
 FE1462  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1462
 FE1462                          STATION DESCRIPTION
 FE1462
 FE1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1462'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE EAST CITY LIMITS OF
 FE1462'MEMPHIS, 0.25 MILE SOUTHWEST OF THE WOLF RIVER AND ABOUT 0.2 MILE
 FE1462'NORTH OF THE INTERSECTION OF RICH ROAD AND YATES ROAD NEAR A
 FE1462'NORTH-SOUTH FENCE LINE.  IT IS 3 FEET WEST OF A NORTH-SOUTH FENCE
 FE1462'LINE AND 3 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 FE1462'STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FE1462'MONUMENT.  IT IS SET FLUSH AND IS STAMPED MASON 1959.
 FE1462'
 FE1462'TO REACH THE STATION FROM THE RICHLAND SCHOOL IN THE EAST PART OF
 FE1462'MEMPHIS GO EAST ON RICH ROAD FOR 0.5 MILE TO THE T-INTERSECTION
 FE1462'WITH EAST YATES ROAD.  TURN LEFT, NORTH INTO A FARMYARD, THENCE EAST
 FE1462'AND NORTH ON A TRACK ROAD FOR 0.25 MILE TO AN OPEN GATE IN AN
 FE1462'EAST-WEST FENCE LINE.  FROM THE OPEN GATE GO NORTHWEST ACROSS AN OPEN
 FE1462'FIELD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 FE1462'
 FE1462'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FE1462'OF A 12 INCH SQUARE CONCRETE MONUMENT.  IT IS 33 FEET SOUTH OF A
 FE1462'METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE
 FE1462'MARK IS SET FLUSH AND IS STAMPED MASON NO 1 1959.
 FE1462'
 FE1462'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FE1462'OF A 12 INCH SQUARE CONCRETE MONUMENT.  IT IS 33 FEET WEST OF A
 FE1462'NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH AND IS STAMPED MASON
 FE1462'NO 2 1959.
 FE1462'
 FE1462'THE AZIMUTH MARK IS 175 FEET EAST-SOUTHEAST OF THE INTERSECTION OF
 FE1462'EAST YATES ROAD AND MASON STREET, 30 FEET WEST OF A POWER LINE
 FE1462'POLE, 24 FEET SOUTH OF THE CENTER OF MASON STREET AND 3 FEET SOUTH OF
 FE1462'THE NORTH EDGE OF A SIDEWALK.  IT IS A STANDARD AZIMUTH MARK DISK
 FE1462'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS STAMPED MASON 1959.
 FE1462'
 FE1462'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 FE1462
 FE1462                          STATION RECOVERY (1959)
 FE1462
 FE1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1462'IN MEMPHIS.
 FE1462'TO REACH THE STATION FROM THE RICHLAND SCHOOL IN THE EAST PART
 FE1462'OF MEMPHIS GO EAST ON RICH ROAD FOR 0.5 MILE TO THE
 FE1462'T-INTERSECTION WITH EAST YATES ROAD.  TURN LEFT, NORTH INTO A
 FE1462'FARMYARD, THENCE EAST AND NORTH ON A TRACK ROAD FOR 0.25 MILE TO
 FE1462'AN OPEN GATE IN AN EAST-WEST FENCE LINE.  FROM THE OPEN GATE GO
 FE1462'NORTHWEST ACROSS AN OPEN FIELD FOR 0.1 MILE TO THE STATION.  IT
 FE1462'IS 3 FEET NORTHWEST OF A METAL WITNESS POST, 3 FEET WEST OF A
 FE1462'NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A SQUARE
 FE1462'CONCRETE POST WHICH IS SET FLUSH WITH THE SURROUNDING SURFACE.
 FE1462'IT IS ABOUT 0.3 MILE EAST OF MASON AZIMUTH.
 FE1462
 FE1462                          STATION RECOVERY (1974)
 FE1462
 FE1462'RECOVERY NOTE BY US ENGINEERS 1974 (JF)
 FE1462'MASON 1959 DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 1,
 FE1462'REFERENCE MARK 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 FE1462'
 FE1462'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.2 MILE EAST OF
 FE1462'THE EAST CITY LIMITS OF MEMPHIS, TENN.
 FE1462
 FE1462                          STATION RECOVERY (1982)
 FE1462
 FE1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FE1462'MARK NOT FOUND.
 FE1462
 FE1462                          STATION RECOVERY (1989)
 FE1462
 FE1462'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2521 ***********************************************************************
 FE2521  DESIGNATION -  MASON
 FE2521  PID         -  FE2521
 FE2521  STATE/COUNTY-  TN/TIPTON
 FE2521  USGS QUAD   -  MASON (1973)
 FE2521
 FE2521                         *CURRENT SURVEY CONTROL
 FE2521  ___________________________________________________________________
 FE2521* NAD 83(1995)-  35 24 42.88199(N)    089 32 15.08835(W)     ADJUSTED  
 FE2521* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 FE2521  ___________________________________________________________________
 FE2521  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FE2521  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2521
 FE2521  HORZ ORDER  -  THIRD
 FE2521
 FE2521.The horizontal coordinates were established by classical geodetic methods
 FE2521.and adjusted by the National Geodetic Survey in April 1999..
 FE2521
 FE2521.The orthometric height was scaled from a topographic map.
 FE2521
 FE2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2521
 FE2521.The geoid height was determined by GEOID03.
 FE2521
 FE2521;                    North         East     Units Scale Factor Converg.
 FE2521;SPC TN       -   125,474.066   278,770.394   MT  0.99997538   -2 04 15.6
 FE2521;SPC TN       -   411,659.50    914,599.20   sFT  0.99997538   -2 04 15.6
 FE2521;UTM  16      - 3,921,681.701   269,588.103   MT  1.00025430   -1 28 15.7
 FE2521
 FE2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2521!SPC TN       -   0.99998907  x   0.99997538  =   0.99996446
 FE2521!UTM  16      -   0.99998907  x   1.00025430  =   1.00024337
 FE2521
 FE2521|---------------------------------------------------------------------|
 FE2521| PID    Reference Object                     Distance      Geod. Az  |
 FE2521|                                                           dddmmss.s |
 FE2521| CG4505 MASON RM 1                           27.305 METERS 08836     |
 FE2521| FE2520 MASON MUNICIPAL TANK                320.496 METERS 09419     |
 FE2521| CG4504 MASON AZ MK                                        1584422.5 |
 FE2521| CG4506 MASON RM 2                           25.124 METERS 32530     |
 FE2521|---------------------------------------------------------------------|
 FE2521
 FE2521                          SUPERSEDED SURVEY CONTROL
 FE2521
 FE2521  NAD 83(1995)-  35 24 42.88715(N)    089 32 15.08889(W) AD(       ) 3
 FE2521  NAD 83(1986)-  35 24 42.89391(N)    089 32 15.08902(W) AD(       ) 3
 FE2521  NAD 27      -  35 24 42.59560(N)    089 32 14.81660(W) AD(       ) 3
 FE2521
 FE2521.Superseded values are not recommended for survey control.
 FE2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2521.See file dsdata.txt to determine how the superseded data were derived.
 FE2521
 FE2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6958821682(NAD 83)
 FE2521_MARKER: DS = TRIANGULATION STATION DISK
 FE2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2521
 FE2521  HISTORY     - Date     Condition        Report By
 FE2521  HISTORY     - 1958     MONUMENTED       CGS
 FE2521
 FE2521                          STATION DESCRIPTION
 FE2521
 FE2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2521'THE STATION IS LOCATED IN THE WEST PART OF MASON ON THE MASON GRAMMAR
 FE2521'SCHOOL GROUNDS.  IT IS 102 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FE2521'HIGHWAY 70 AND 79 AND STATE HIGHWAY 59, 40 FEET SOUTHWEST OF THE
 FE2521'SOUTHWEST CORNER OF THE MASON GRAMMAR SCHOOL, 30 FEET
 FE2521'NORTHEAST OF A HEDGE ROW AND 79 FEET SOUTHEAST OF A WHITE WITNESS
 FE2521'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON 1957.
 FE2521'
 FE2521'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE2521'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE2521'AND 59 FOR 0.15 MILE TO THE MASON GRAMMAR SCHOOL AND THE STATION ON
 FE2521'THE RIGHT, NORTHWEST, SIDE OF THE ROAD.
 FE2521'
 FE2521'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON HIGHWAY
 FE2521'70, 79 AND 59 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 FE2521'SOUTHEAST ON GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND
 FE2521'GO SOUTHWEST ON A PAVED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FE2521'RIGHT, NORTHWEST, SIDE OF THE ROAD.
 FE2521'
 FE2521'REFERENCE MARK 1 IS 60 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FE2521'HIGHWAY 70 AND 79 AND STATE HIGHWAY 59, 46 FEET WEST OF A POWERLINE
 FE2521'POLE AND 43 FEET SOUTHEAST OF THE SOUTHEAST ENTRANCE TO THE MASON
 FE2521'GRAMMAR SCHOOL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON
 FE2521'NO 1 1957.
 FE2521'
 FE2521'REFERENCE MARK 2 IS 58 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 FE2521'MASON GRAMMAR SCHOOL, 13 FEET NORTHEAST OF A WIRE FENCE AND 10
 FE2521'FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 FE2521'DISK IS STAMPED MASON NO 2 1957.
 FE2521'
 FE2521'THE AZIMUTH MARK IS 107 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FE2521'HOUSE, 12 FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 5 FEET
 FE2521'SOUTHWEST OF A WHITE WITNESS POST AND IN A FENCE LINE.  THE MONUMENT
 FE2521'IS FLUSH AND THE DISK IS STAMPED MASON 1957.
 FE2521'
 FE2521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1630 ***********************************************************************
 GD1630  DESIGNATION -  MASON
 GD1630  PID         -  GD1630
 GD1630  STATE/COUNTY-  TN/GIBSON
 GD1630  USGS QUAD   -  KENTON (1981)
 GD1630
 GD1630                         *CURRENT SURVEY CONTROL
 GD1630  ___________________________________________________________________
 GD1630* NAD 83(1995)-  36 10 39.64989(N)    089 06 25.03694(W)     ADJUSTED  
 GD1630* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1630  ___________________________________________________________________
 GD1630  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GD1630  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1630
 GD1630  HORZ ORDER  -  THIRD
 GD1630
 GD1630.The horizontal coordinates were established by classical geodetic methods
 GD1630.and adjusted by the National Geodetic Survey in April 1999..
 GD1630
 GD1630.The orthometric height was scaled from a topographic map.
 GD1630
 GD1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1630
 GD1630.The geoid height was determined by GEOID03.
 GD1630
 GD1630;                    North         East     Units Scale Factor Converg.
 GD1630;SPC TN       -   209,066.287   320,551.607   MT  0.99996633   -1 49 08.2
 GD1630;SPC TN       -   685,911.64  1,051,676.40   sFT  0.99996633   -1 49 08.2
 GD1630;UTM  16      - 4,005,713.180   310,519.007   MT  1.00004239   -1 14 38.7
 GD1630
 GD1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1630!SPC TN       -   0.99998653  x   0.99996633  =   0.99995286
 GD1630!UTM  16      -   0.99998653  x   1.00004239  =   1.00002892
 GD1630
 GD1630|---------------------------------------------------------------------|
 GD1630| PID    Reference Object                     Distance      Geod. Az  |
 GD1630|                                                           dddmmss.s |
 GD1630| FE1463 MASON RM 1                           11.472 METERS 10351     |
 GD1630| GD1635 POTATOE                             APPROX.12.8 KM 2581950.2 |
 GD1630| FE1461 MASON RM 2                           10.918 METERS 29144     |
 GD1630| FE1460 MASON AZ MK                                        3045448.3 |
 GD1630|---------------------------------------------------------------------|
 GD1630
 GD1630                          SUPERSEDED SURVEY CONTROL
 GD1630
 GD1630  NAD 83(1995)-  36 10 39.65257(N)    089 06 25.03767(W) AD(       ) 3
 GD1630  NAD 83(1995)-  36 10 39.65312(N)    089 06 25.03767(W) AD(       ) 3
 GD1630  NAD 83(1986)-  36 10 39.66152(N)    089 06 25.03602(W) AD(       ) 3
 GD1630  NAD 27      -  36 10 39.41660(N)    089 06 24.79660(W) AD(       ) 3
 GD1630
 GD1630.Superseded values are not recommended for survey control.
 GD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1630.See file dsdata.txt to determine how the superseded data were derived.
 GD1630
 GD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1051905713(NAD 83)
 GD1630_MARKER: DS = TRIANGULATION STATION DISK
 GD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1630
 GD1630  HISTORY     - Date     Condition        Report By
 GD1630  HISTORY     - 1959     MONUMENTED       CGS
 GD1630  HISTORY     - 1967     GOOD             CGS
 GD1630
 GD1630                          STATION DESCRIPTION
 GD1630
 GD1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1630'THE STATION IS ABOUT 5 MILES SOUTHWEST OF KENTON AND ABOUT 6 MILES
 GD1630'SOUTHEAST OF TRIMBLE ON LAND OWNED BY A. F. SMITH, PERMISSION
 GD1630'GRANTED. IT IS 23 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP ROAD, 3
 GD1630'FEET SOUTH OF A WIRE FENCE, 72 FEET WEST OF A POWER POLE, 379 FEET
 GD1630'EAST OF THE INTERSECTION OF A CROSSROADS AND 80 FEET SOUTH OF THE
 GD1630'SOUTHWEST CORNER OF A FRAME HOUSE.  THE MONUMENT IS FLUSH AND
 GD1630'THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'TO REACH FROM THE POST OFFICE IN YORKVILLE, GO EAST ON STATE HIGHWAY
 GD1630'77 FOR 0.1 MILE TO A CROSSROADS.  TURN LEFT, GO NORTH ON BLACKTOP
 GD1630'ROAD FOR 0.6 MILE TO A T-ROAD RIGHT AND END OF BLACKTOP ROAD.
 GD1630'CONTINUE AHEAD NORTH ON GRAVEL ROAD FOR 0.8 MILE TO A CROSSROADS.
 GD1630'CONTINUE AHEAD NORTH FOR 2.2 MILES TO A PAVED CROSSROADS.
 GD1630'CONTINUE AHEAD NORTH ACROSS SMALL BRIDGE FOR 1.7 MILES TO A PAVED
 GD1630'CROSSROADS.  TURN RIGHT, GO EAST FOR 0.1 MILE TO THE STATION ON THE
 GD1630'RIGHT AS DESCRIBED.
 GD1630'
 GD1630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACKTOP
 GD1630'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1630'
 GD1630'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 21 FEET SOUTH OF
 GD1630'THE CENTERLINE OF A BLACKTOP ROAD AND 34 FEET WEST OF A POWER POLE.
 GD1630'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON NO 1 1959.
 GD1630'
 GD1630'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1630'ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 107 FEET WEST OF A POWER
 GD1630'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON NO 2 1959.
 GD1630'
 GD1630'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1630'ROAD, 6 FEET SOUTH OF A WIRE FENCE AND 2 FEET SOUTH OF A WITNESS
 GD1630'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1630
 GD1630                          STATION RECOVERY (1967)
 GD1630
 GD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1630'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1630'DUE TO CHANGES IN THE ROADS THE ORIGINAL TO-REACH IS NO LONGER
 GD1630'COMPLETELY ADEQUATE.
 GD1630'
 GD1630'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1630'
 GD1630'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF TRIMBLE AND ABOUT
 GD1630'5 MILES SOUTHWEST OF KENTON ON THE PROPERTY OF MR. A. F. SMITH.
 GD1630'
 GD1630'TO REACH THE STATION FROM THE POST OFFICE IN YORKVILLE, GO EAST ON
 GD1630'STATE ROUTE 77 FOR 0.1 MILE TO A CROSSROAD.  HERE TURN LEFT AND GO
 GD1630'NORTH ON A BLACKTOP ROAD FOR 0.6 MILE TO A T ROAD RIGHT, CONTINUE
 GD1630'NORTHERLY ON THE BLACKTOP ROAD FOR 3.0 MILES TO THE INTERSECTION
 GD1630'WITH STATE ROUTE 105.  HERE CONTINUE STRAIGHT AHEAD ON THE BLACKTOP
 GD1630'ROAD NORTH FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON
 GD1630'A BLACKTOP ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 GD1630'DESCRIBED.
 GD1630'
 GD1630'THE STATION IS 80 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 GD1630'HOUSE, 72 FEET WEST OF A POWERLINE POLE, 23 FEET SOUTH OF THE
 GD1630'APPROXIMATE CENTER OF THE BLACKTOP ROAD, 4 FEET SOUTH OF A METAL
 GD1630'WITNESS POST AND SIGN, AND 3 FEET SOUTH OF A WIRE FENCE.  IT IS
 GD1630'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD1630'MONUMENT AND THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'REFERENCE MARK NO. 1 IS 34 FEET WEST OF A POWERLINE POLE, 21 FEET
 GD1630'SOUTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD AND 1 FOOT
 GD1630'SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1630'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SURFACE
 GD1630'OF THE GROUND AND THE DISK IS STAMPED MASON NO 1 1959.
 GD1630'
 GD1630'REFERENCE MARK NO. 2 IS 107 FEET WEST OF A POWERLINE POLE, 24 FEET
 GD1630'SOUTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD AND 1 FOOT
 GD1630'SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1630'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE
 GD1630'OF THE GROUND AND THE DISK IS STAMPED MASON NO 2
 GD1630'1959.
 GD1630'
 GD1630'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1630'REFERENCE MARK NO. 2 IS 73.30 FEET - 22.341 METERS.
 GD1630'
 GD1630'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD1630'BLACKTOP ROAD, 6 FEET SOUTH OF A WIRE FENCE, AND 2.5 FEET WEST OF A
 GD1630'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1630'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH
 GD1630'AND THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A BLACKTOP
 GD1630'ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1630'
 GD1630'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2095 ***********************************************************************
 FE2095  DESIGNATION -  MASON AZ MK RESET
 FE2095  PID         -  FE2095
 FE2095  STATE/COUNTY-  TN/SHELBY
 FE2095  USGS QUAD   -  ELLENDALE (1993)
 FE2095
 FE2095                         *CURRENT SURVEY CONTROL
 FE2095  ___________________________________________________________________
 FE2095* NAD 83(1986)-  35 08 17.     (N)    089 52 09.     (W)     SCALED    
 FE2095* NAVD 88     -        76.99   (meters)     252.6    (feet)  RESET     
 FE2095  ___________________________________________________________________
 FE2095  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2095
 FE2095  VERT ORDER  -  THIRD
 FE2095
 FE2095.The horizontal coordinates were scaled from a topographic map and have
 FE2095.an estimated accuracy of +/- 6 seconds.
 FE2095
 FE2095.The orthometric height was computed from unverified reset data.
 FE2095.No vertical observational check was made to the station.
 FE2095
 FE2095.The geoid height was determined by GEOID03.
 FE2095
 FE2095;                    North         East    Units  Estimated Accuracy
 FE2095;SPC TN       -    96,250.      247,470.      MT  (+/- 180 meters Scaled)
 FE2095
 FE2095                          SUPERSEDED SURVEY CONTROL
 FE2095
 FE2095  NGVD 29 (10/12/01)   76.96   (m)          252.5    (f) RESET       3  
 FE2095
 FE2095.Superseded values are not recommended for survey control.
 FE2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2095.See file dsdata.txt to determine how the superseded data were derived.
 FE2095
 FE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385921(NAD 83)
 FE2095_MARKER: DZ = AZIMUTH MARK DISK
 FE2095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2095_SP_SET: GUTTER
 FE2095_STAMPING: MASON RESET 1982
 FE2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2095
 FE2095  HISTORY     - Date     Condition        Report By
 FE2095  HISTORY     - 1982     MONUMENTED       NGS
 FE2095
 FE2095                          STATION DESCRIPTION
 FE2095
 FE2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FE2095'IN MEMPHIS.
 FE2095'IN MEMPHIS, 47.2 METERS (155.0 FT) EAST OF CENTERLINE OF YATES ROAD,
 FE2095'6.1 METERS (20.0 FT) SOUTH OF THE CENTERLINE OF MASON STREET,
 FE2095'0.3 METER (1.0 FT) EAST OF THE EAST EDGE OF METAL GRATING OF A
 FE2095'STORM DRAIN, AND 3.4 METERS (11.0 FT) NORTH OF A FENCE CORNER,
 FE2095'IN TOP OF THE SOUTH CONCRETE GUTTER OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2520 ***********************************************************************
 FE2520  DESIGNATION -  MASON MUNICIPAL TANK
 FE2520  PID         -  FE2520
 FE2520  STATE/COUNTY-  TN/TIPTON
 FE2520  USGS QUAD   -  MASON (1973)
 FE2520
 FE2520                         *CURRENT SURVEY CONTROL
 FE2520  ___________________________________________________________________
 FE2520* NAD 83(1995)-  35 24 42.09779(N)    089 32 02.42160(W)     ADJUSTED  
 FE2520* NAVD 88     -                                                        
 FE2520  ___________________________________________________________________
 FE2520  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FE2520  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2520
 FE2520  HORZ ORDER  -  THIRD
 FE2520
 FE2520.The horizontal coordinates were established by classical geodetic methods
 FE2520.and adjusted by the National Geodetic Survey in April 1999..
 FE2520
 FE2520
 FE2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2520
 FE2520.The geoid height was determined by GEOID03.
 FE2520
 FE2520;                    North         East     Units Scale Factor Converg.
 FE2520;SPC TN       -   125,438.371   279,088.889   MT  0.99997540   -2 04 08.2
 FE2520;SPC TN       -   411,542.39    915,644.13   sFT  0.99997540   -2 04 08.2
 FE2520;UTM  16      - 3,921,649.334   269,907.042   MT  1.00025249   -1 28 08.3
 FE2520
 FE2520                          SUPERSEDED SURVEY CONTROL
 FE2520
 FE2520  NAD 83(1995)-  35 24 42.10296(N)    089 32 02.42229(W) AD(       ) 4
 FE2520  NAD 83(1986)-  35 24 42.10972(N)    089 32 02.42222(W) AD(       ) 4
 FE2520  NAD 27      -  35 24 41.81200(N)    089 32 02.15000(W) AD(       ) 3
 FE2520
 FE2520.Superseded values are not recommended for survey control.
 FE2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2520.See file dsdata.txt to determine how the superseded data were derived.
 FE2520
 FE2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6990721649(NAD 83)
 FE2520_MARKER: 53 = ELEVATED TANK
 FE2520
 FE2520  HISTORY     - Date     Condition        Report By
 FE2520  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2520  HISTORY     - 1958     GOOD             CGS
 FE2520
 FE2520                          STATION DESCRIPTION
 FE2520
 FE2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2520'THE STATION IS THE SILVER BALL ATOP THE MASON, MUNICIPAL WATER TANK.
 FE2520'THE TANK IS PAINTED SILVER WITH THE LEGEND MASON PAINTED IN BLACK
 FE2520'LETTERS ON THE NORTH SIDE. IT IS A 4 LEGGED STEEL STRUCTURE WITH AN
 FE2520'OVERALL HEIGHT OF 120 FEET.
 FE2520'
 FE2520'IT IS LOCATED NEAR THE CENTER OF MASON.
 FE2520
 FE2520                          STATION RECOVERY (1958)
 FE2520
 FE2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2520'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2520'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1412 ***********************************************************************
 FD1412  DESIGNATION -  MASON RESET
 FD1412  PID         -  FD1412
 FD1412  STATE/COUNTY-  TN/WILSON
 FD1412  USGS QUAD   -  LASCASSAS (1975)
 FD1412
 FD1412                         *CURRENT SURVEY CONTROL
 FD1412  ___________________________________________________________________
 FD1412* NAD 83(1995)-  35 59 16.95134(N)    086 19 22.15464(W)     ADJUSTED  
 FD1412* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 FD1412  ___________________________________________________________________
 FD1412  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FD1412  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD1412
 FD1412  HORZ ORDER  -  SECOND
 FD1412
 FD1412.The horizontal coordinates were established by classical geodetic methods
 FD1412.and adjusted by the National Geodetic Survey in April 1999..
 FD1412
 FD1412.The orthometric height was scaled from a topographic map.
 FD1412
 FD1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1412
 FD1412.The geoid height was determined by GEOID03.
 FD1412
 FD1412;                    North         East     Units Scale Factor Converg.
 FD1412;SPC TN       -   183,636.674   570,890.349   MT  0.99995200   -0 11 20.4
 FD1412;SPC TN       -   602,481.32  1,872,996.09   sFT  0.99995200   -0 11 20.4
 FD1412;UTM  16      - 3,982,834.118   561,042.214   MT  0.99964591   +0 23 52.6
 FD1412
 FD1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1412!SPC TN       -   0.99995965  x   0.99995200  =   0.99991165
 FD1412!UTM  16      -   0.99995965  x   0.99964591  =   0.99960557
 FD1412
 FD1412:                Primary Azimuth Mark                     Grid Az
 FD1412:SPC TN       -  MASON AZ MK RESET                        008 45 38.5
 FD1412:UTM  16      -  MASON AZ MK RESET                        008 10 25.5
 FD1412
 FD1412|---------------------------------------------------------------------|
 FD1412| PID    Reference Object                     Distance      Geod. Az  |
 FD1412|                                                           dddmmss.s |
 FD1412| CG6863 MASON AZ MK RESET                                  0083418.1 |
 FD1412| CG6867 MASON RM 4                           22.960 METERS 00924     |
 FD1412| CG6865 MASON RM 2                           22.976 METERS 00924     |
 FD1412| GC2150 JENNINGS                            APPROX.20.3 KM 0283959.9 |
 FD1412| CG6866 MASON RM 3                           33.690 METERS 07502     |
 FD1412| CG6864 MASON RM 1                           33.659 METERS 07502     |
 FD1412|---------------------------------------------------------------------|
 FD1412
 FD1412                          SUPERSEDED SURVEY CONTROL
 FD1412
 FD1412  NAD 83(1995)-  35 59 16.95713(N)    086 19 22.15808(W) AD(       ) 2
 FD1412  NAD 83(1986)-  35 59 16.96285(N)    086 19 22.15574(W) AD(       ) 2
 FD1412  NAD 27      -  35 59 16.73900(N)    086 19 22.19000(W) AD(       ) 2
 FD1412
 FD1412.Superseded values are not recommended for survey control.
 FD1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1412.See file dsdata.txt to determine how the superseded data were derived.
 FD1412
 FD1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6104282834(NAD 83)
 FD1412_MARKER: DS = TRIANGULATION STATION DISK
 FD1412_SETTING: 80 = SET IN A BOULDER
 FD1412_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FD1412
 FD1412  HISTORY     - Date     Condition        Report By
 FD1412  HISTORY     - 1934     MONUMENTED       CGS
 FD1412  HISTORY     - 1950     MARK NOT FOUND   TNHD
 FD1412  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FD1412
 FD1412                          STATION DESCRIPTION
 FD1412
 FD1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1412'ABOUT 4 MILES NORTHEAST OF WALTER HILL, 10.5 MILES NORTH-NORTHEAST OF
 FD1412'MURFREESBORO, AND
 FD1412'ON HIGHEST POINT OF SMALL FLAT-TOPPED WOODED RIDGE
 FD1412'KNOWN LOCALLY AS MASONS KNOB.  TO
 FD1412'REACH FROM WALTER HILL SCHOOL
 FD1412'(ABOUT 8 MILES NORTH-NORTHWEST OF MURFREESBORO), GO
 FD1412'NORTH 0.65 MILE
 FD1412'ON STATE ROUTE 10, TURN RIGHT ONTO GRAVEL ROAD, PROCEED STRAIGHT
 FD1412'AHEAD ON COUNTY
 FD1412'ROAD 3.25 MILES, TAKE LEFT FORK AT WHITE CHURCH ON
 FD1412'RIGHT, CONTINUE 0.35 MILE AND TURN
 FD1412'LEFT ALONG CREEK, PROCEED 0.7 (0.4
 FD1412'MILE PAST HOME OF P J HALL) TO TRIANGLE-BLAZED TREE
 FD1412'IN FENCE CORNER
 FD1412'(END OF TRUCK TRAVEL).  FROM HERE GO ABOUT 300 YARDS LEFT (WEST)
 FD1412'UPHILL TO TOP AND
 FD1412'STATION SITE.  STATION IS ABOUT 75 YARDS SOUTH OF
 FD1412'EDGE OF SUMMIT, 30.5 FEET EAST OF
 FD1412'9-INCH HACKBERRY TREE, 12.4 FEET
 FD1412'EAST-NORTHEAST OF 8-INCH HACKBERRY TREE WITH
 FD1412'TRIANGULAR BLAZES, AND
 FD1412'18.9 FEET SOUTHEAST OF 12-INCH HACKBERRY TREE.  SURFACE MARK IS
 FD1412'STANDARD
 FD1412'DISK STATION MARK IN BOULDER.  REFERENCE AND AZIMUTH
 FD1412'MARKS ARE STANDARD
 FD1412'REFERENCE DISKS IN OUTCROPPING BEDROCK.
 FD1412'NO 1 IS ALONG RIDGE, 14 FEET
 FD1412'SOUTHWEST OF 18-INCH GUM TREE, AND
 FD1412'110.43 FEET FROM STATION N 75 DEG 02 MIN E.
 FD1412'NO 2 IS ALONG
 FD1412'DOWNWARD SLOPE, 9 FEET NORTHEAST OF 9-INCH LEANING HACKBERRY
 FD1412'TREE, AND 75.38
 FD1412'FEET FROM STATION N 09 DEG 24 MIN E.  AZIMUTH MARK
 FD1412'IS IN CULTIVATED FIELD, 10
 FD1412'FEET FROM EDGE OF WOODS, AND ABOUT 125
 FD1412'YARDS FROM STATION 188 DEG 34 MIN
 FD1412'21 SEC.
 FD1412
 FD1412                          STATION RECOVERY (1950)
 FD1412
 FD1412'RECOVERY NOTE BY TN HIGHWAY DEPT 1950 (WHW)
 FD1412'STATION AND REFERENCE MARKS MISSING.  LANDOWNER STATES THAT THESE
 FD1412'MARKS WERE REMOVED
 FD1412'BY ARMY PERSONNEL WHILE STATIONED HERE ON
 FD1412'MANEUVERS DURING 1940-1945.
 FD1412
 FD1412                          STATION RECOVERY (1960)
 FD1412
 FD1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1412'THE STATION WAS RECOVERED, THE BOULDER IN WHICH THE SURFACE MARK WAS
 FD1412'SET WAS BROKEN AND THE
 FD1412'DISK WAS NOT FOUND, HOWEVER THE UNDERGROUND MARK WAS
 FD1412'FOUND IN GOOD CONDITION.
 FD1412'REFERENCE MARKS NO 1, 2 AND THE AZIMUTH
 FD1412'MARK DISKS WERE NOT FOUND, HOWEVER THE DRILL
 FD1412'HOLES WERE CLEARLY
 FD1412'VISABLE UPON INVESTIGATION OF THE AREA.  A NEW SURFACE STATION
 FD1412'MARK WAS
 FD1412'ESTABLISHED DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARKS
 FD1412'NO 3, 4 AND THE
 FD1412'AZIMUTH MARK WERE RESET IN THE OLD DRILL HOLES.
 FD1412'
 FD1412'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1412'
 FD1412'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHEAST OF MURFREESBORO AND
 FD1412'ABOUT 4 MILES NORTHEAST OF
 FD1412'WATER HILL ON THE NORTHEAST SLOPE OF THE HILL,
 FD1412'LOCALLY KNOWN AS MASONS KNOB, ABOUT
 FD1412'100 FEET FROM THE SUMMIT.
 FD1412'
 FD1412'TO REACH THE STATION FROM THE WATER HILL SCHOOL, WHICH IS ABOUT 8
 FD1412'MILES NORTH OF
 FD1412'MURFREESBORO, GO NORTH ON U S HIGHWAY 231 FOR 0.65 MILE TO A SIDE
 FD1412'ROAD ON THE RIGHT,
 FD1412'TURN RIGHT, EAST, ON AN OILED ROAD AND GO 3.6
 FD1412'MILES TO A SIDE ROAD ON THE LEFT AT A
 FD1412'CREEK, TURN LEFT, NORTH, UP THE
 FD1412'CREEK AND FOLLOW THE ROAD FOR 0.7 MILE TO A HOUSE ON THE
 FD1412'RIGHT AND A BARN
 FD1412'ON THE LEFT, CONTINUE NORTH, PASSING BETWEEN THE HOUSE AND BARN,
 FD1412'FOR 0.2 MILE TO A SMALL
 FD1412'STOCK POND, FROM HERE PACK NORTHWEST, TOWARD
 FD1412'THE CENTER OF THE WOODED KNOLL, TO THE
 FD1412'SUMMIT AND THE STATION.
 FD1412'
 FD1412'THE STATION IS 17 FEET SOUTH OF A 12-INCH TRIANGLE BLAZED TREE AND
 FD1412'10.1 FEET NORTHEAST OF A
 FD1412'WITNESS SIGN.  IT IS A STANDARD DISK CEMENTED IN A
 FD1412'DRILL HOLE IN A BURIED BOULDER,
 FD1412'FLUSH, AND STAMPED MASON 1934 1960.
 FD1412'
 FD1412'REFERENCE MARK NO 3 IS 9 FEET SOUTHEAST OF A 6-INCH TRIANGLE BLAZED
 FD1412'TREE AND 1 FOOT SOUTHEAST
 FD1412'OF A 1 FOOT CAIRN.  IT IS A STANDARD DISK CEMENTED IN
 FD1412'A DRILL HOLE IN OUTCROPPING
 FD1412'BEDROCK, FLUSH, AND STAMPED MASON NO 3
 FD1412'1934 1960.
 FD1412'
 FD1412'REFERENCE MARK NO 4 IS 9 FEET NORTHEAST OF A 12-INCH LEANING TREE.
 FD1412'IT IS A STANDARD DISK
 FD1412'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH,
 FD1412'AND STAMPED MASON NO 4 1934
 FD1412'1960.
 FD1412'
 FD1412'THE AZIMUTH MARK IS 15.2 FEET SOUTHWEST OF A WITNESS SIGN AND 10 FEET
 FD1412'SOUTH OF THE SOUTH EDGE OF
 FD1412'THE TIMBER.  IT IS A STANDARD DISK CEMENTED IN A
 FD1412'DRILL HOLE IN OUTCROPPING BEDROCK,
 FD1412'FLUSH, AND STAMPED MASON 1934
 FD1412'1960.
 FD1412'
 FD1412'THE AZIMUTH MARK IS ABOUT 300 FEET NORTH OF THE STATION.
 FD1412'
 FD1412'OLD OBSERVED DIRECTIONS BEFORE DISK WERE REMOVED BY UNKNOWN SOURCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1463 ***********************************************************************
 FE1463  DESIGNATION -  MASON RM 1
 FE1463  PID         -  FE1463
 FE1463  STATE/COUNTY-  TN/SHELBY
 FE1463  USGS QUAD   -  ELLENDALE (1993)
 FE1463
 FE1463                         *CURRENT SURVEY CONTROL
 FE1463  ___________________________________________________________________
 FE1463* NAD 83(1986)-  35 08 16.     (N)    089 52 09.     (W)     SCALED    
 FE1463* NAVD 88     -        75.475  (meters)     247.62   (feet)  ADJUSTED  
 FE1463  ___________________________________________________________________
 FE1463  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1463  DYNAMIC HT  -          75.406 (meters)     247.39  (feet)  COMP
 FE1463  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE1463
 FE1463  VERT ORDER  -  SECOND    CLASS 0
 FE1463
 FE1463.The horizontal coordinates were scaled from a topographic map and have
 FE1463.an estimated accuracy of +/- 6 seconds.
 FE1463
 FE1463.The orthometric height was determined by differential leveling
 FE1463.and adjusted by the National Geodetic Survey in June 1991..
 FE1463
 FE1463.The geoid height was determined by GEOID03.
 FE1463
 FE1463.The dynamic height is computed by dividing the NAVD 88
 FE1463.geopotential number by the normal gravity value computed on the
 FE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1463.degrees latitude (g = 980.6199 gals.).
 FE1463
 FE1463.The modeled gravity was interpolated from observed gravity values.
 FE1463
 FE1463;                    North         East    Units  Estimated Accuracy
 FE1463;SPC TN       -    96,220.      247,470.      MT  (+/- 180 meters Scaled)
 FE1463
 FE1463                          SUPERSEDED SURVEY CONTROL
 FE1463
 FE1463  NGVD 29 (??/??/??)   75.453  (m)          247.55   (f) ADJUSTED    2 0
 FE1463
 FE1463.Superseded values are not recommended for survey control.
 FE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1463.See file dsdata.txt to determine how the superseded data were derived.
 FE1463
 FE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385920(NAD 83)
 FE1463_MARKER: DR = REFERENCE MARK DISK
 FE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1463_STAMPING: MASON NO 1 1959
 FE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1463+STABILITY: SURFACE MOTION
 FE1463
 FE1463  HISTORY     - Date     Condition        Report By
 FE1463  HISTORY     - 1959     MONUMENTED       CGS
 FE1463  HISTORY     - 1959     GOOD             CGS
 FE1463  HISTORY     - 1982     MARK NOT FOUND   NGS
 FE1463
 FE1463                          STATION DESCRIPTION
 FE1463
 FE1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1463'IN MEMPHIS.
 FE1463'THE MARK IS LOCATED AT THE MASON 1959 STATION SITE, SET IN THE
 FE1463'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE1463'SURROUNDING SURFACE.  IT IS 34.7 FEET SOUTH-SOUTHWEST OF THE
 FE1463'STATION MARK, 33 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 FE1463'WEST OF A NORTH-SOUTH FENCE LINE.
 FE1463
 FE1463                          STATION RECOVERY (1982)
 FE1463
 FE1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FE1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1461 ***********************************************************************
 FE1461  DESIGNATION -  MASON RM 2
 FE1461  PID         -  FE1461
 FE1461  STATE/COUNTY-  TN/SHELBY
 FE1461  USGS QUAD   -  ELLENDALE (1993)
 FE1461
 FE1461                         *CURRENT SURVEY CONTROL
 FE1461  ___________________________________________________________________
 FE1461* NAD 83(1986)-  35 08 17.     (N)    089 52 09.     (W)     SCALED    
 FE1461* NAVD 88     -        75.311  (meters)     247.08   (feet)  ADJUSTED  
 FE1461  ___________________________________________________________________
 FE1461  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1461  DYNAMIC HT  -          75.242 (meters)     246.86  (feet)  COMP
 FE1461  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FE1461
 FE1461  VERT ORDER  -  SECOND    CLASS 0
 FE1461
 FE1461.The horizontal coordinates were scaled from a topographic map and have
 FE1461.an estimated accuracy of +/- 6 seconds.
 FE1461
 FE1461.The orthometric height was determined by differential leveling
 FE1461.and adjusted by the National Geodetic Survey in June 1991..
 FE1461
 FE1461.The geoid height was determined by GEOID03.
 FE1461
 FE1461.The dynamic height is computed by dividing the NAVD 88
 FE1461.geopotential number by the normal gravity value computed on the
 FE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1461.degrees latitude (g = 980.6199 gals.).
 FE1461
 FE1461.The modeled gravity was interpolated from observed gravity values.
 FE1461
 FE1461;                    North         East    Units  Estimated Accuracy
 FE1461;SPC TN       -    96,250.      247,470.      MT  (+/- 180 meters Scaled)
 FE1461
 FE1461                          SUPERSEDED SURVEY CONTROL
 FE1461
 FE1461  NGVD 29 (??/??/??)   75.289  (m)          247.01   (f) ADJUSTED    2 0
 FE1461
 FE1461.Superseded values are not recommended for survey control.
 FE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1461.See file dsdata.txt to determine how the superseded data were derived.
 FE1461
 FE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385921(NAD 83)
 FE1461_MARKER: DR = REFERENCE MARK DISK
 FE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1461_STAMPING: MASON NO 2 1959
 FE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1461+STABILITY: SURFACE MOTION
 FE1461
 FE1461  HISTORY     - Date     Condition        Report By
 FE1461  HISTORY     - 1959     MONUMENTED       CGS
 FE1461  HISTORY     - 1959     GOOD             CGS
 FE1461  HISTORY     - 1982     MARK NOT FOUND   NGS
 FE1461
 FE1461                          STATION DESCRIPTION
 FE1461
 FE1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1461'IN MEMPHIS.
 FE1461'THE MARK IS LOCATED AT THE MASON 1959 STATION SITE, SET IN THE
 FE1461'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE1461'SURROUNDING SURFACE.  IT IS 33 FEET WEST OF A NORTH-SOUTH FENCE
 FE1461'LINE, 30.5 FEET WEST-NORTHWEST OF THE STATION MARK.
 FE1461
 FE1461                          STATION RECOVERY (1982)
 FE1461
 FE1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FE1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1485 ***********************************************************************
 FD1485  DESIGNATION -  MATCH
 FD1485  PID         -  FD1485
 FD1485  STATE/COUNTY-  TN/MAURY
 FD1485  USGS QUAD   -  CARTERS CREEK (1982)
 FD1485
 FD1485                         *CURRENT SURVEY CONTROL
 FD1485  ___________________________________________________________________
 FD1485* NAD 83(1995)-  35 37 41.44110(N)    086 55 16.74376(W)     ADJUSTED  
 FD1485* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 FD1485  ___________________________________________________________________
 FD1485  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FD1485  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD1485
 FD1485  HORZ ORDER  -  SECOND
 FD1485
 FD1485.The horizontal coordinates were established by classical geodetic methods
 FD1485.and adjusted by the National Geodetic Survey in April 1999..
 FD1485
 FD1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1485
 FD1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1485
 FD1485.The geoid height was determined by GEOID03.
 FD1485
 FD1485;                    North         East     Units Scale Factor Converg.
 FD1485;SPC TN       -   144,054.598   516,547.412   MT  0.99995482   -0 32 21.8
 FD1485;SPC TN       -   472,619.13  1,694,705.97   sFT  0.99995482   -0 32 21.8
 FD1485;UTM  16      - 3,942,712.096   507,124.587   MT  0.99960063   +0 02 45.0
 FD1485
 FD1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1485!SPC TN       -   0.99995666  x   0.99995482  =   0.99991148
 FD1485!UTM  16      -   0.99995666  x   0.99960063  =   0.99955730
 FD1485
 FD1485|---------------------------------------------------------------------|
 FD1485| PID    Reference Object                     Distance      Geod. Az  |
 FD1485|                                                           dddmmss.s |
 FD1485| CG6873 MATCH RM 3                           27.082 METERS 13708     |
 FD1485| CG6872 MATCH RM 2                           34.750 METERS 18139     |
 FD1485| FD1513 COLUMBIA MAURY CO CTHSE DOME        APPROX.10.3 KM 2614643.2 |
 FD1485| CG6871 MATCH RM 1                           28.575 METERS 32242     |
 FD1485| CG6870 MATCH AZ MK                                        3260634.5 |
 FD1485|---------------------------------------------------------------------|
 FD1485
 FD1485                          SUPERSEDED SURVEY CONTROL
 FD1485
 FD1485  NAD 83(1995)-  35 37 41.44427(N)    086 55 16.74594(W) AD(       ) 2
 FD1485  NAD 83(1986)-  35 37 41.45208(N)    086 55 16.74500(W) AD(       ) 2
 FD1485  NAD 27      -  35 37 41.20000(N)    086 55 16.74300(W) AD(       ) 2
 FD1485  NGVD 29 (07/19/86)  304.1    (m)          998.     (f) VERT ANG       
 FD1485
 FD1485.Superseded values are not recommended for survey control.
 FD1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1485.See file dsdata.txt to determine how the superseded data were derived.
 FD1485
 FD1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0712542712(NAD 83)
 FD1485_MARKER: DS = TRIANGULATION STATION DISK
 FD1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1485
 FD1485  HISTORY     - Date     Condition        Report By
 FD1485  HISTORY     - 1934     MONUMENTED       CGS
 FD1485  HISTORY     - 1960     GOOD             CGS
 FD1485
 FD1485                          STATION DESCRIPTION
 FD1485
 FD1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1485'ABOUT 8.5 MILES SOUTH BY EAST OF SPRING HILL, 6.5 MILES EAST BY NORTH
 FD1485'OF COLUMBIA, IN
 FD1485'CULTIVATED FIELD, AND ON PROPERTY OF W C OGILVIE.  TO
 FD1485'REACH FROM COURTHOUSE IN COLUMBIA,
 FD1485'FOLLOW U S ROUTE 31 NORTH 1.8
 FD1485'MILES TO JUNCTION WITH STATE ROUTE 99, TURN RIGHT
 FD1485'ONTO ROUTE 99, GO
 FD1485'3.65 MILES, TURN RIGHT ONTO COUNTY ROAD ACROSS CONCRETE BRIDGE JUST
 FD1485'BEFORE REACHING
 FD1485'STORE OF W F COFFEY, FOLLOW MAIN ROAD STRAIGHT AHEAD
 FD1485'0.65 MILE, TURN RIGHT ONTO T-ROAD,
 FD1485'GO 0.35 MILE TO HOUSE ON LEFT,
 FD1485'TURN RIGHT ONTO T-ROAD, GO 1.4 MILES TO TOP OF GRADE,
 FD1485'TURN LEFT
 FD1485'THROUGH GATE, AND FOLLOW FARM ROAD 0.4 MILE TO TOP OF RIDGE AND
 FD1485'STATION SITE AT
 FD1485'SOUTHWEST EDGE OF HILL AND 20 FEET NORTHEAST OF
 FD1485'CENTER LINE OF FARM ROAD.  SURFACE
 FD1485'AND UNDERGROUND MARKS ARE STANDARD
 FD1485'STATION DISKS IN CONCRETE.  UPPER
 FD1485'MARK IS ABOUT 12
 FD1485'INCHES BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1485'STANDARD REFERENCE
 FD1485'DISKS IN CONCRETE.  NO 1 IS ALONG RIDGE,
 FD1485'8 FEET SOUTHWEST OF CENTER LINE OF
 FD1485'ROAD, AND 93.75 FEET FROM STATION
 FD1485'N 37 DEG 18 MIN W.  NO 2 IS ALONG SLOPE OF
 FD1485'RIDGE, 9 FEET
 FD1485'SOUTHWEST OF CENTER LINE OF ROAD, AND 114.28 FEET FROM STATION.
 FD1485'AZIMUTH MARK IS ON CLEARED RIDGE, NEAR LARGE
 FD1485'CLUMP OF BUSHES, 20 FEET SOUTHWEST
 FD1485'OF SMALL SYCAMORE, AND 0.15 MILE
 FD1485'FROM STATION.
 FD1485
 FD1485                          STATION RECOVERY (1960)
 FD1485
 FD1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1485'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1485'RECOVERED AND FOUND IN
 FD1485'GOOD CONDITION.  REFERENCE MARK NO 1 HAS BEEN DESTROYED BY
 FD1485'EXCAVATION OF GRAVEL FROM
 FD1485'NORTH SIDE OF HILL.  A NEW REFERENCE MARK
 FD1485'NO 3 WAS ESTABLISHED BY THIS PARTY.  A NEW
 FD1485'DESCRIPTION FOLLOWS.
 FD1485'
 FD1485'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF SPRING HILL, 6 MILES
 FD1485'EAST OF COLUMBIA AND
 FD1485'NEAR THE SOUTH EDGE OF A LARGE GRAVEL PIT.
 FD1485'
 FD1485'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 31 AND STATE
 FD1485'HIGHWAY NO 99 IN THE NORTH
 FD1485'EDGE OF COLUMBIA, GO EAST ON STATE HIGHWAY NO 99
 FD1485'FOR 3.5 MILES TO A SIDE ROAD ON THE
 FD1485'RIGHT JUST BEFORE REACHING
 FD1485'BRADLEYS STORE, TURN RIGHT, SOUTHEAST, CROSS BRIDGE
 FD1485'AND GO 0.1 MILE
 FD1485'TO FORKS, TAKE LEFT FORK, SOUTHEAST, FOR 0.5 MILE TO A T-ROAD, TURN
 FD1485'RIGHT, SOUTH, FOR
 FD1485'0.3 MILE TO A T-ROAD, TURN LEFT, EAST, FOR 1.3
 FD1485'MILES TO A SIDE ORAD ON THE LEFT,
 FD1485'TURN LEFT, NORTHEAST, FOR 0.15 MILE
 FD1485'TO THE TOP OF GRADE, TURN LEFT, NORTH, PASS THROUGH
 FD1485'GATE AND GO 0.25
 FD1485'MILE TO A DIM FORK, TAKE THE RIGHT FORK, NORTH, FOR ABOUT 75 YARDS TO
 FD1485'THE STATION.
 FD1485'
 FD1485'STATION MARK IS 25 FEET SOUTH OF THE SOUTH EDGE OF THE GRAVEL PIT AND
 FD1485'6.5 FEET EAST OF A WITNESS
 FD1485'SIGN.  THE MARK IS A STANDARD DISK SET IN THE TOP
 FD1485'OF A CONCRETE POST, SET 6 INCHES
 FD1485'BELOW THE GROUND AND IS STAMPED
 FD1485'MATCH 1934.
 FD1485'
 FD1485'REFERENCE MARK NO 2 IS 32 FEET EAST OF THE CENTER OF THE GRAVELED
 FD1485'ROAD.  THE MARK IS A
 FD1485'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS
 FD1485'12 INCHES AND IS STAMPED
 FD1485'MATCH NO 2 1934.
 FD1485'
 FD1485'REFERENCE MARK NO 3 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD1485'POST, SET FLUSH AND IS
 FD1485'STAMPED MATCH NO 3 1934.
 FD1485'
 FD1485'DISTANCE BETWEWN REFERENCE MARK NO 2 AND REFERENCE MARK NO 3 IS 80.32
 FD1485'FEET.
 FD1485'
 FD1485'AZIMUTH MARK IS 3.5 FEET SOUTH OF A WITNESS SIGN.  THE MARK IS A
 FD1485'STANDARD DISK SET IN THE
 FD1485'TOP OF A CONCRETE POST, PROJECTS 10 INCHES AND IS STAMPED
 FD1485'MATCH 1934.
 FD1485'
 FD1485'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHWEST FOR ABOUT
 FD1485'0.2 MILE TO THE MARK.
 FD1485'
 FD1485'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2414 ***********************************************************************
 FE2414  DESIGNATION -  MAURY
 FE2414  PID         -  FE2414
 FE2414  STATE/COUNTY-  TN/CROCKETT
 FE2414  USGS QUAD   -  MAURY CITY (1981)
 FE2414
 FE2414                         *CURRENT SURVEY CONTROL
 FE2414  ___________________________________________________________________
 FE2414* NAD 83(1995)-  35 48 56.55701(N)    089 13 09.86542(W)     ADJUSTED  
 FE2414* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FE2414  ___________________________________________________________________
 FE2414  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE2414  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE2414
 FE2414  HORZ ORDER  -  THIRD
 FE2414
 FE2414.The horizontal coordinates were established by classical geodetic methods
 FE2414.and adjusted by the National Geodetic Survey in April 1999..
 FE2414
 FE2414.The orthometric height was scaled from a topographic map.
 FE2414
 FE2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2414
 FE2414.The geoid height was determined by GEOID03.
 FE2414
 FE2414;                    North         East     Units Scale Factor Converg.
 FE2414;SPC TN       -   169,252.926   309,119.998   MT  0.99994845   -1 53 05.2
 FE2414;SPC TN       -   555,290.64  1,014,171.19   sFT  0.99994845   -1 53 05.2
 FE2414;UTM  16      - 3,965,781.541   299,489.821   MT  1.00009544   -1 17 57.1
 FE2414
 FE2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2414!SPC TN       -   0.99998666  x   0.99994845  =   0.99993511
 FE2414!UTM  16      -   0.99998666  x   1.00009544  =   1.00008210
 FE2414
 FE2414|---------------------------------------------------------------------|
 FE2414| PID    Reference Object                     Distance      Geod. Az  |
 FE2414|                                                           dddmmss.s |
 FE2414| CG4517 MAURY RM 1                           12.116 METERS 04516     |
 FE2414| CG4519 MAURY RM 3                           29.193 METERS 17155     |
 FE2414| FE2413 MAURY CITY MUN TANK                 APPROX. 0.7 KM 2692914.3 |
 FE2414| FE2451 MAURY CITY RAD STA KIS 93 MAST      APPROX. 4.7 KM 3011619.7 |
 FE2414| CG4518 MAURY RM 2                           15.011 METERS 31359     |
 FE2414|---------------------------------------------------------------------|
 FE2414
 FE2414                          SUPERSEDED SURVEY CONTROL
 FE2414
 FE2414  NAD 83(1995)-  35 48 56.56181(N)    089 13 09.86745(W) AD(       ) 3
 FE2414  NAD 83(1986)-  35 48 56.56815(N)    089 13 09.86571(W) AD(       ) 3
 FE2414  NAD 27      -  35 48 56.29960(N)    089 13 09.61460(W) AD(       ) 3
 FE2414
 FE2414.Superseded values are not recommended for survey control.
 FE2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2414.See file dsdata.txt to determine how the superseded data were derived.
 FE2414
 FE2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9949065782(NAD 83)
 FE2414_MARKER: DS = TRIANGULATION STATION DISK
 FE2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2414
 FE2414  HISTORY     - Date     Condition        Report By
 FE2414  HISTORY     - 1959     MONUMENTED       CGS
 FE2414  HISTORY     - 1967     GOOD             CGS
 FE2414
 FE2414                          STATION DESCRIPTION
 FE2414
 FE2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2414'THE STATION IS IN THE NORTHEAST PART OF MAURY CITY AND ON THE GROUNDS
 FE2414'OF THE MAURY CITY SCHOOL.  IT IS 269 FEET WEST OF THE CENTERLINE OF
 FE2414'STATE HIGHWAY 20, 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FE2414'BRICK SCHOOL BUILDING, 53 FEET SOUTH OF THE CENTERLINE OF A PAVED
 FE2414'STREET AND 47 FEET SOUTHWEST OF THE WEST POST OF A WIRE BACK STOP.
 FE2414'THE MONUMENT IS 4 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 FE2414'STAMPED MAURY 1959.
 FE2414'
 FE2414'REFERENCE MARK 1 IS 56 FEET SOUTHEAST OF A FENCE CORNER, 32 FEET WEST
 FE2414'OF A 10 INCH TREE, 23 FEET SOUTH OF THE CENTERLINE OF A PAVED STREET
 FE2414'AND 17 FEET WEST OF THE WEST POST OF THE WIRE BACK STOP.  THE
 FE2414'MONUMENT IS FLUSH AND THE DISK IS STAMPED MAURY NO 1 1959.
 FE2414'
 FE2414'REFERENCE MARK 2 IS 91 FEET EAST OF AN 18 INCH ELM TREE, 45 FEET
 FE2414'SOUTHWEST OF A FENCE CORNER AND 22 FEET SOUTH OF THE CENTERLINE OF
 FE2414'THE PAVED STREET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2414'MAURY NO 2 1959.
 FE2414'
 FE2414'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FE2414'
 FE2414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2414
 FE2414                          STATION RECOVERY (1967)
 FE2414
 FE2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2414'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 FE2414'EXCELLENT CONDITION.  REFERENCE MARK NO. 1 SHOWED EVIDENCE OF HAVING
 FE2414'BEEN STRUCK LIGHTLY BY GRADING EQUIPMENT, AND A DISCREPANCY OF 0.03
 FE2414'OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED DISTANCE, AND
 FE2414'THE HORIZONTAL ANGLE DID NOT CHECK THE OLD OBSERVED VALUE BY 00 DEG
 FE2414'01 MIN 14 SEC.  REFERENCE MARK NO. 2 WAS IN DANGER OF BEING STRUCK
 FE2414'BY TRAFFIC ENTERING THE SCHOOL PARKING LOT, AND WAS REMOVED UPON THE
 FE2414'REQUEST OF THE SCHOOL PRINCIPAL.  A NEW REFERENCE MARK NO. 3 WAS
 FE2414'ESTABLISHED THIS DATE.
 FE2414'
 FE2414'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2414'
 FE2414'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF MAURY CITY AND ON
 FE2414'THE GROUNDS OF THE MAURY CITY PUBLIC SCHOOLS.
 FE2414'
 FE2414'TO REACH FROM THE NEW POST OFFICE IN MAURY CITY, GO EASTERLY ON
 FE2414'COLLEGE STREET FOR 0.2 MILE TO SHARP STREET, TURN LEFT, NORTH, ON
 FE2414'SHARP STREET AND GO 0.1 MILE TO PARK STREET, TURN RIGHT, EAST, ON
 FE2414'PARK STREET AND GO 0.15 MILE TO THE PLAYGROUND AREA AT THE
 FE2414'REAR OF THE MAURY CITY PUBLIC SCHOOLS AND THE STATION AS DESCRIBED.
 FE2414'
 FE2414'THE STATION IS 269 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 FE2414'20, 129 FEET EAST OF AN 18-INCH ELM TREE, 117 FEET NORTHWEST OF THE
 FE2414'NORTHWEST CORNER OF THE SCHOOL BUILDING, 102 FEET NORTHEAST OF THE
 FE2414'NORTHEAST CORNER OF THE ENTRANCE DECK OF A NEW ADDITION, 82 FEET
 FE2414'NORTH OF THE APPROXIMATE CENTER OF A PAVED WALKWAY BETWEEN THE SCHOOL
 FE2414'BUILDING, 75 FEET WEST OF A GASOLINE PUMP, 53 FEET SOUTH OF THE
 FE2414'APPROXIMATE CENTER OF PARK STREET, AND 47 FEET SOUTHWEST OF THE WEST
 FE2414'POST OF A BASEBALL BACKSTOP.  IT IS A STANDARD DISK SET IN THE TOP
 FE2414'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 4 INCHES
 FE2414'BELOW THE SURFACE AND THE DISK IS STAMPED MAURY
 FE2414'1959.
 FE2414'
 FE2414'REFERENCE MARK NO. 1 IS 32 FEET WEST OF A 12-INCH, SILVER MAPLE TREE,
 FE2414'22 FEET SOUTH OF THE APPROXIMATE CENTER OF PARK STREET, 10.5 FEET
 FE2414'WEST OF THE WEST POST OF A BASEBALL BACKSTOP, AND ABOUT 1 FOOT BELOW
 FE2414'THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 FE2414'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FE2414'AND THE DISK IS STAMPED MAURY NO 1 1959.
 FE2414'
 FE2414'REFERENCE MARK NO. 3 IS 76 FEET WEST-SOUTHWEST OF THE NORTHWEST
 FE2414'CORNER OF THE SCHOOL BUILDING, 68 FEET EAST OF THE NORTHEAST
 FE2414'CORNER OF THE ENTRANCE DECK OF THE NEW ADDITION, 20 FEET NORTH OF A
 FE2414'POWERLINE TRANSFORMER AND LIGHT POLE, 7.5 FEET SOUTH OF THE
 FE2414'APPROXIMATE CENTER OF THE PAVED WALKWAY BETWEEN THE SCHOOL BUILDINGS,
 FE2414'AND ABOUT 2 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A
 FE2414'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FE2414'MONUMENT AND THE DISK IS STAMPED MAURY NO 3 1959 1967.
 FE2414'
 FE2414'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2414'REFERENCE MARK NO. 3 IS 123.70 FEET - 37.704 METERS.
 FE2414'
 FE2414'NO AZIMUTH MARK WAS EVER ESTABLISHED FOR THIS STATION.  INTERSECTION
 FE2414'STATION MAURY CITY, RADIO STATION KIS 93, MAST WILL SERVE AS AN
 FE2414'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2413 ***********************************************************************
 FE2413  DESIGNATION -  MAURY CITY MUN TANK
 FE2413  PID         -  FE2413
 FE2413  STATE/COUNTY-  TN/CROCKETT
 FE2413  USGS QUAD   -  MAURY CITY (1981)
 FE2413
 FE2413                         *CURRENT SURVEY CONTROL
 FE2413  ___________________________________________________________________
 FE2413* NAD 83(1995)-  35 48 56.34758(N)    089 13 38.47060(W)     ADJUSTED  
 FE2413* NAVD 88     -                                                        
 FE2413  ___________________________________________________________________
 FE2413  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2413  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE2413
 FE2413  HORZ ORDER  -  THIRD
 FE2413
 FE2413.The horizontal coordinates were established by classical geodetic methods
 FE2413.and adjusted by the National Geodetic Survey in April 1999..
 FE2413
 FE2413
 FE2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2413
 FE2413.The geoid height was determined by GEOID03.
 FE2413
 FE2413;                    North         East     Units Scale Factor Converg.
 FE2413;SPC TN       -   169,270.121   308,402.118   MT  0.99994845   -1 53 21.9
 FE2413;SPC TN       -   555,347.06  1,011,815.95   sFT  0.99994845   -1 53 21.9
 FE2413;UTM  16      - 3,965,791.400   298,771.696   MT  1.00009899   -1 18 13.8
 FE2413
 FE2413                          SUPERSEDED SURVEY CONTROL
 FE2413
 FE2413  NAD 83(1995)-  35 48 56.35238(N)    089 13 38.47257(W) AD(       ) 4
 FE2413  NAD 83(1986)-  35 48 56.35876(N)    089 13 38.47089(W) AD(       ) 4
 FE2413  NAD 27      -  35 48 56.09000(N)    089 13 38.21900(W) AD(       ) 3
 FE2413
 FE2413.Superseded values are not recommended for survey control.
 FE2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2413.See file dsdata.txt to determine how the superseded data were derived.
 FE2413
 FE2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9877265791(NAD 83)
 FE2413_MARKER: 53 = ELEVATED TANK
 FE2413
 FE2413  HISTORY     - Date     Condition        Report By
 FE2413  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2413  HISTORY     - 1967     GOOD             CGS
 FE2413  HISTORY     - 20050301 GOOD             GEOCAC
 FE2413
 FE2413                          STATION DESCRIPTION
 FE2413
 FE2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2413'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 FE2413'LOCATED ON FOURTH STREET BETWEEN MILL AND POSTON STREETS IN
 FE2413'THE WEST SECTION OF TOWN. IT IS A STEEL TANK SUPPORTED BY A FOUR
 FE2413'LEGGED STEEL STRUCTURE AND IS PAINTED SILVER. THE HEIGHT IS
 FE2413'ABOUT 135 FEET HIGH.
 FE2413
 FE2413                          STATION RECOVERY (1967)
 FE2413
 FE2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2413'THIS STATION WAS RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 FE2413'PUBLISHED SEPTEMBER 1960, QUAD 350891 - STATION 1062.
 FE2413
 FE2413                          STATION RECOVERY (2005)
 FE2413
 FE2413'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FE2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2451 ***********************************************************************
 FE2451  DESIGNATION -  MAURY CITY RAD STA KIS 93 MAST
 FE2451  PID         -  FE2451
 FE2451  STATE/COUNTY-  TN/CROCKETT
 FE2451  USGS QUAD   -  CHESTNUT BLUFF (1981)
 FE2451
 FE2451                         *CURRENT SURVEY CONTROL
 FE2451  ___________________________________________________________________
 FE2451* NAD 83(1995)-  35 50 15.89879(N)    089 15 50.36042(W)     ADJUSTED  
 FE2451* NAVD 88     -                                                        
 FE2451  ___________________________________________________________________
 FE2451  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FE2451  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE2451
 FE2451  HORZ ORDER  -  THIRD
 FE2451
 FE2451.The horizontal coordinates were established by classical geodetic methods
 FE2451.and adjusted by the National Geodetic Survey in April 1999..
 FE2451
 FE2451
 FE2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2451
 FE2451.The geoid height was determined by GEOID03.
 FE2451
 FE2451;                    North         East     Units Scale Factor Converg.
 FE2451;SPC TN       -   171,830.259   305,174.948   MT  0.99994840   -1 54 39.1
 FE2451;SPC TN       -   563,746.44  1,001,228.14   sFT  0.99994840   -1 54 39.1
 FE2451;UTM  16      - 3,968,318.844   295,518.029   MT  1.00011526   -1 19 33.6
 FE2451
 FE2451                          SUPERSEDED SURVEY CONTROL
 FE2451
 FE2451  NAD 83(1995)-  35 50 15.90359(N)    089 15 50.36222(W) AD(       ) 4
 FE2451  NAD 83(1986)-  35 50 15.91134(N)    089 15 50.36060(W) AD(       ) 4
 FE2451  NAD 27      -  35 50 15.64200(N)    089 15 50.10600(W) AD(       ) 3
 FE2451
 FE2451.Superseded values are not recommended for survey control.
 FE2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2451.See file dsdata.txt to determine how the superseded data were derived.
 FE2451
 FE2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9551868319(NAD 83)
 FE2451_MARKER: 42 = RADIO/TV MAST
 FE2451
 FE2451  HISTORY     - Date     Condition        Report By
 FE2451  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2451  HISTORY     - 1959     GOOD             CGS
 FE2451  HISTORY     - 1967     GOOD             CGS
 FE2451
 FE2451                          STATION DESCRIPTION
 FE2451
 FE2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2451'THE STATION WAS ESTABLISHED IN 1958, BUT NO DESCRIPTION WAS WRITTEN
 FE2451'FOR IT.  A DESCRIPTION FOLLOWS.
 FE2451'
 FE2451'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A GUYED MAST
 FE2451'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS 265 FEET HIGH.
 FE2451'IT IS OWNED BY THE TEXAS COMPANY.
 FE2451'
 FE2451'THE MAST IS LOCATED ABOUT 7-1/2 MILES EAST OF HALLS AND ABOUT 2-1/2
 FE2451'MILES WEST OF MAURY CITY.
 FE2451
 FE2451                          STATION RECOVERY (1967)
 FE2451
 FE2451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2451'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1959 RECOVERY NOTE.
 FE2451'
 FE2451'A TRAVERSE TIE WAS MADE IN 1958 TO TRIANGULATION STATION BROADVIEW
 FE2451'1958, THE DISTANCE BEING 112.5 FEET- (34.29) METERS.
 FE2451'
 FE2451'THE TO-REACH FOR THIS STATION IS THE SAME AS THE NEW TO-REACH FOR
 FE2451'TRIANGULATION STATION BROADVIEW 1958.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2319 ***********************************************************************
 GB2319  DESIGNATION -  MAY 2
 GB2319  PID         -  GB2319
 GB2319  STATE/COUNTY-  TN/CUMBERLAND
 GB2319  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2319
 GB2319                         *CURRENT SURVEY CONTROL
 GB2319  ___________________________________________________________________
 GB2319* NAD 83(1995)-  36 03 51.94510(N)    085 11 13.24545(W)     ADJUSTED  
 GB2319* NAVD 88     -       607.26   (meters)    1992.3    (feet)  RESET     
 GB2319  ___________________________________________________________________
 GB2319  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GB2319  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB2319
 GB2319  HORZ ORDER  -  THIRD
 GB2319  VERT ORDER  -  THIRD
 GB2319
 GB2319.The horizontal coordinates were established by classical geodetic methods
 GB2319.and adjusted by the National Geodetic Survey in April 1999..
 GB2319.No horizontal observational check was made to the station.
 GB2319
 GB2319.The orthometric height was computed from unverified reset data.
 GB2319.No vertical observational check was made to the station.
 GB2319
 GB2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2319
 GB2319.The geoid height was determined by GEOID03.
 GB2319
 GB2319;                    North         East     Units Scale Factor Converg.
 GB2319;SPC TN       -   192,368.351   673,238.237   MT  0.99995646   +0 28 33.4
 GB2319;SPC TN       -   631,128.50  2,208,782.45   sFT  0.99995646   +0 28 33.4
 GB2319;UTM  16      - 3,992,615.662   663,275.663   MT  0.99992849   +1 04 03.1
 GB2319
 GB2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2319!SPC TN       -   0.99990921  x   0.99995646  =   0.99986568
 GB2319!UTM  16      -   0.99990921  x   0.99992849  =   0.99983771
 GB2319
 GB2319|---------------------------------------------------------------------|
 GB2319| PID    Reference Object                     Distance      Geod. Az  |
 GB2319|                                                           dddmmss.s |
 GB2319| GB2320 MAY 2 RM 3                            8.861 METERS 02430     |
 GB2319| CG6879 MAY AZ MK                                          0281837.6 |
 GB2319| GB2321 MAY 2 RM 4                            7.599 METERS 13808     |
 GB2319| GB1638 MAY                                  34.324 METERS 20819     |
 GB2319|---------------------------------------------------------------------|
 GB2319
 GB2319                          SUPERSEDED SURVEY CONTROL
 GB2319
 GB2319  NAD 83(1995)-  36 03 51.94928(N)    085 11 13.24745(W) AD(       ) 3
 GB2319  NAD 83(1995)-  36 03 51.95101(N)    085 11 13.24672(W) AD(       ) 3
 GB2319  NAD 83(1986)-  36 03 51.95760(N)    085 11 13.24651(W) AD(       ) 3
 GB2319  NAD 27      -  36 03 51.72364(N)    085 11 13.36104(W) AD(       ) 3
 GB2319  NGVD 29 (10/12/01)  607.29   (m)         1992.4    (f) RESET       3  
 GB2319
 GB2319.Superseded values are not recommended for survey control.
 GB2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2319.See file dsdata.txt to determine how the superseded data were derived.
 GB2319
 GB2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE6327692616(NAD 83)
 GB2319_MARKER: DS = TRIANGULATION STATION DISK
 GB2319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2319_SP_SET: RAIL BASE
 GB2319_STAMPING: MAY 2 1973
 GB2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2319
 GB2319  HISTORY     - Date     Condition        Report By
 GB2319  HISTORY     - 1973     MONUMENTED       NGS
 GB2319  HISTORY     - 1973     GOOD             NGS
 GB2319
 GB2319                          STATION DESCRIPTION
 GB2319
 GB2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GB2319'MAY 2 1973 WAS ESTABLISHED ON LINE BETWEEN MAY RE-ESTABLISHED
 GB2319'POINT AND MAY 1960 AZIMUTH MARK.  ALSO REFERENCE MARKS 3 AND 4
 GB2319'WERE ESTABLISHED AT THIS TIME.  RECOVERY NOTE SUBMITTED FOR THIS
 GB2319'STATION IN 1966, AT WHICH TIME RANGE POINTS WERE ESTABLISHED AND
 GB2319'ELEVATIONS TRANSFERRED TO TBMS.
 GB2319'
 GB2319'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GB2319'
 GB2319'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF CROSSVILLE AND
 GB2319'ABOUT 2 MILES NORTH OF MAYLAND.
 GB2319'
 GB2319'TO REACH STATION FROM POST OFFICE AND RAILROAD DEPOT IN
 GB2319'MAYLAND GO NORTH ACROSS RAILROAD TRACKS TO CURVE ON LEFT THEN
 GB2319'WEST TO CROSSROADS FOR 0.2 MILE TURN RIGHT GO NORTH ON GRAVEL
 GB2319'ROAD, 1.3 MILES TO STATION ON LEFT.
 GB2319'
 GB2319'STATION MARK IS A STANDARD DISK STAMPED MAY 2 1973 CEMENTED IN A
 GB2319'DRILL HOLE NEAR THE WEST END OF SOUTH INTERSTATE ROUTE 40 AND
 GB2319'STATE ROUTE R5216, GRADE SEPARATION OVERPASS, 11 FEET NORTHWEST
 GB2319'OF APPROXIMATE CENTERLINE OF R5216, 6 FEET EAST OF SOUTHWEST
 GB2319'CORNER BULL NOSED ABUTMENT AND METAL WITNESS POST AND SIGN, 1.0
 GB2319'FEET SOUTHEAST OF EDGE CONCRETE RAIL BASE FLUSH WITH DECK.
 GB2319'
 GB2319'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MAY 2 NO. 3 1973,
 GB2319'CEMENTED IN A DRILL HOLE IN CONCRETE RAIL BASE OF OVERPASS.
 GB2319'IT IS 12 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF R5216, 33 FEET
 GB2319'NORTHEAST OF SOUTHWEST CORNER BULL NOSED ABUTMENT AND METAL
 GB2319'WITNESS POST AND SIGN, 0.8 FOOT ABOVE DECK OF BRIDGE.
 GB2319'
 GB2319'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MAY 2 NO. 4 1973,
 GB2319'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE RAIL BASE OF
 GB2319'OVERPASS.  IT IS 12 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF
 GB2319'R5216, 6 FEET NORTHWEST OF SOUTHEAST CORNER OF BULL NOSED
 GB2319'ABUTMENT, 0.8 FOOT ABOVE THE DECK.
 GB2319'
 GB2319'AZIMUTH MARK IS A STANDARD DISK STAMPED MAY 1960 FLUSH WITH THE
 GB2319'GROUND, 88 FEET NORTH-NORTHEAST OF APPROXIMATE CENTERLINE OF T
 GB2319'WOODS ROAD, 18 FEET WEST-NORTHWEST OF APPROXIMATE CENTERLINE OF
 GB2319'STATE ROUTE R5216, 18 FEET NORTHEAST OF A 10-INCH VIRGINIA PINE, 1.5
 GB2319'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 GB2319'
 GB2319'NEAREST TOWN--MAYLAND.
 GB2319
 GB2319                          STATION RECOVERY (1973)
 GB2319
 GB2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB2319'2.0 MI NORTH FROM MAYLAND.
 GB2319'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF CROSSVILLE, FROM THE
 GB2319'POST OFFICE AND RAILROAD DEPOT IN MAYLAND, GO NORTH ACROSS RAILROAD
 GB2319'TRACKS TO CURVE ON LEFT THEN WEST TO CROSSROADS FOR 0.2 MILE, TURN
 GB2319'RIGHT GO NORTH ON GRAVEL ROAD 1.3 MILES TO MARK ON LEFT,  IN THE
 GB2319'WEST END OF SOUTH INTERSTATE ROUTE 40 AND STATE ROUTE R5216, GRADE
 GB2319'SEPARATING OVERPASS, 11 FEET NORTHWEST OF APPROXIMATE CENTERLINE
 GB2319'OF R5216, 6 FEET EAST OF SOUTHWEST CORNER BULL NOSED ABUTMENT AND
 GB2319'METAL WITNESS FOOT WITH SIGN, 1.0 FEET SOUTHEAST OF EDGE CONCRETE
 GB2319'RAIL BASE.
 GB2319'THE MARK IS ABOVE LEVEL WITH DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2320 ***********************************************************************
 GB2320  DESIGNATION -  MAY 2 RM 3
 GB2320  PID         -  GB2320
 GB2320  STATE/COUNTY-  TN/CUMBERLAND
 GB2320  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2320
 GB2320                         *CURRENT SURVEY CONTROL
 GB2320  ___________________________________________________________________
 GB2320* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB2320* NAVD 88     -       607.65   (meters)    1993.6    (feet)  RESET     
 GB2320  ___________________________________________________________________
 GB2320  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB2320
 GB2320  VERT ORDER  -  THIRD
 GB2320
 GB2320.The horizontal coordinates were scaled from a topographic map and have
 GB2320.an estimated accuracy of +/- 6 seconds.
 GB2320
 GB2320.The orthometric height was computed from unverified reset data.
 GB2320.No vertical observational check was made to the station.
 GB2320
 GB2320.The geoid height was determined by GEOID03.
 GB2320
 GB2320;                    North         East    Units  Estimated Accuracy
 GB2320;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB2320
 GB2320                          SUPERSEDED SURVEY CONTROL
 GB2320
 GB2320  NGVD 29 (10/12/01)  607.67   (m)         1993.7    (f) RESET       3  
 GB2320
 GB2320.Superseded values are not recommended for survey control.
 GB2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2320.See file dsdata.txt to determine how the superseded data were derived.
 GB2320
 GB2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB2320_MARKER: DR = REFERENCE MARK DISK
 GB2320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2320_SP_SET: RAIL BASE
 GB2320_STAMPING: MAY 2 NO 3 1973
 GB2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2320
 GB2320  HISTORY     - Date     Condition        Report By
 GB2320  HISTORY     - 1973     MONUMENTED       NGS
 GB2320
 GB2320                          STATION DESCRIPTION
 GB2320
 GB2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GB2320'2.0 MI NORTH FROM MAYLAND.
 GB2320'FROM POST OFFICE AND RAILROAD DEPOT IN
 GB2320'MAYLAND, GO NORTH ACROSS RAILROAD TRACKS TO CURVE ON LEFT
 GB2320'THEN WEST TO CROSSROADS FOR 0.2 MILE, TURN RIGHT GO NORTH ON GRAVEL
 GB2320'ROAD, 1.3 MILES TO MARK ON LEFT, IN CONCRETE RAIL BASE OF OVERPASS,
 GB2320'12 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF R5216, 33 FEET
 GB2320'NORTHEAST OF SOUTHWEST CORNER BULL NOSED ABUTMENT AND METAL WITNESS
 GB2320'POST WITH SIGN.
 GB2320'THE MARK IS 0.8 FT ABOVE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2321 ***********************************************************************
 GB2321  DESIGNATION -  MAY 2 RM 4
 GB2321  PID         -  GB2321
 GB2321  STATE/COUNTY-  TN/CUMBERLAND
 GB2321  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2321
 GB2321                         *CURRENT SURVEY CONTROL
 GB2321  ___________________________________________________________________
 GB2321* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB2321* NAVD 88     -       607.45   (meters)    1992.9    (feet)  RESET     
 GB2321  ___________________________________________________________________
 GB2321  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB2321
 GB2321  VERT ORDER  -  THIRD
 GB2321
 GB2321.The horizontal coordinates were scaled from a topographic map and have
 GB2321.an estimated accuracy of +/- 6 seconds.
 GB2321
 GB2321.The orthometric height was computed from unverified reset data.
 GB2321.No vertical observational check was made to the station.
 GB2321
 GB2321.The geoid height was determined by GEOID03.
 GB2321
 GB2321;                    North         East    Units  Estimated Accuracy
 GB2321;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB2321
 GB2321                          SUPERSEDED SURVEY CONTROL
 GB2321
 GB2321  NGVD 29 (10/12/01)  607.48   (m)         1993.0    (f) RESET       3  
 GB2321
 GB2321.Superseded values are not recommended for survey control.
 GB2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2321.See file dsdata.txt to determine how the superseded data were derived.
 GB2321
 GB2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB2321_MARKER: DR = REFERENCE MARK DISK
 GB2321_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2321_SP_SET: RAIL BASE
 GB2321_STAMPING: MAY 2 NO 4 1973
 GB2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2321
 GB2321  HISTORY     - Date     Condition        Report By
 GB2321  HISTORY     - 1973     MONUMENTED       NGS
 GB2321
 GB2321                          STATION DESCRIPTION
 GB2321
 GB2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GB2321'2.0 MI NORTH FROM MAYLAND.
 GB2321'FROM POST OFFICE AND RAILROAD DEPOT IN
 GB2321'MAYLAND, GO NORTH ACROSS RAILROAD TRACKS TO CURVE ON LEFT
 GB2321'THEN WEST TO CROSSROADS FOR 0.2 MILE, TURN RIGHT GO NORTH ON GRAVEL
 GB2321'ROAD, 1.3 MILES TO MARK ON LEFT, IN THE SOUTHEAST CONCRETE RAIL
 GB2321'BASE OF OVERPASS, 12 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF
 GB2321'R5216, AND 6 FEET NORTHWEST OF SOUTHEAST CORNER OF BULL NOSED
 GB2321'ABUTMENT.
 GB2321'THE MARK IS 0.8 FT ABOVE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1637 ***********************************************************************
 GB1637  DESIGNATION -  MAY RM 1
 GB1637  PID         -  GB1637
 GB1637  STATE/COUNTY-  TN/CUMBERLAND
 GB1637  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1637
 GB1637                         *CURRENT SURVEY CONTROL
 GB1637  ___________________________________________________________________
 GB1637* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB1637* NAVD 88     -       602.214  (meters)    1975.76   (feet)  ADJUSTED  
 GB1637  ___________________________________________________________________
 GB1637  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB1637  DYNAMIC HT  -         601.654 (meters)    1973.93  (feet)  COMP
 GB1637  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GB1637
 GB1637  VERT ORDER  -  SECOND    CLASS 0
 GB1637
 GB1637.The horizontal coordinates were scaled from a topographic map and have
 GB1637.an estimated accuracy of +/- 6 seconds.
 GB1637
 GB1637.The orthometric height was determined by differential leveling
 GB1637.and adjusted by the National Geodetic Survey in June 1991..
 GB1637
 GB1637.The geoid height was determined by GEOID03.
 GB1637
 GB1637.The dynamic height is computed by dividing the NAVD 88
 GB1637.geopotential number by the normal gravity value computed on the
 GB1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1637.degrees latitude (g = 980.6199 gals.).
 GB1637
 GB1637.The modeled gravity was interpolated from observed gravity values.
 GB1637
 GB1637;                    North         East    Units  Estimated Accuracy
 GB1637;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB1637
 GB1637                          SUPERSEDED SURVEY CONTROL
 GB1637
 GB1637  NGVD 29 (??/??/92)  602.236  (m)         1975.84   (f) ADJ UNCH    2 0
 GB1637
 GB1637.Superseded values are not recommended for survey control.
 GB1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1637.See file dsdata.txt to determine how the superseded data were derived.
 GB1637
 GB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB1637_MARKER: DR = REFERENCE MARK DISK
 GB1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1637_STAMPING: MAY NO 1 1960
 GB1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1637+STABILITY: SURFACE MOTION
 GB1637
 GB1637  HISTORY     - Date     Condition        Report By
 GB1637  HISTORY     - 1960     MONUMENTED       CGS
 GB1637  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1637
 GB1637                          STATION DESCRIPTION
 GB1637
 GB1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1637'1.5 MI N FROM MAYLAND.
 GB1637'THIS MARK IS LOCATED AT THE MAY 1960 STATION SITE, 68.4 FT.
 GB1637'SOUTHEAST OF THE STATION MARK AND 41 FT. EAST OF THE CENTER OF
 GB1637'THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1637'THAT IS FLUSH WITH THE GROUND.
 GB1637
 GB1637                          STATION RECOVERY (1966)
 GB1637
 GB1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1639 ***********************************************************************
 GB1639  DESIGNATION -  MAY RM 2
 GB1639  PID         -  GB1639
 GB1639  STATE/COUNTY-  TN/CUMBERLAND
 GB1639  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1639
 GB1639                         *CURRENT SURVEY CONTROL
 GB1639  ___________________________________________________________________
 GB1639* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB1639* NAVD 88     -       602.818  (meters)    1977.75   (feet)  ADJUSTED  
 GB1639  ___________________________________________________________________
 GB1639  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB1639  DYNAMIC HT  -         602.258 (meters)    1975.91  (feet)  COMP
 GB1639  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GB1639
 GB1639  VERT ORDER  -  SECOND    CLASS 0
 GB1639
 GB1639.The horizontal coordinates were scaled from a topographic map and have
 GB1639.an estimated accuracy of +/- 6 seconds.
 GB1639
 GB1639.The orthometric height was determined by differential leveling
 GB1639.and adjusted by the National Geodetic Survey in June 1991..
 GB1639
 GB1639.The geoid height was determined by GEOID03.
 GB1639
 GB1639.The dynamic height is computed by dividing the NAVD 88
 GB1639.geopotential number by the normal gravity value computed on the
 GB1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1639.degrees latitude (g = 980.6199 gals.).
 GB1639
 GB1639.The modeled gravity was interpolated from observed gravity values.
 GB1639
 GB1639;                    North         East    Units  Estimated Accuracy
 GB1639;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB1639
 GB1639                          SUPERSEDED SURVEY CONTROL
 GB1639
 GB1639  NGVD 29 (??/??/92)  602.840  (m)         1977.82   (f) ADJ UNCH    2 0
 GB1639
 GB1639.Superseded values are not recommended for survey control.
 GB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1639.See file dsdata.txt to determine how the superseded data were derived.
 GB1639
 GB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB1639_MARKER: DR = REFERENCE MARK DISK
 GB1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1639_STAMPING: MAY NO 2 1960
 GB1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1639+STABILITY: SURFACE MOTION
 GB1639
 GB1639  HISTORY     - Date     Condition        Report By
 GB1639  HISTORY     - 1960     MONUMENTED       CGS
 GB1639  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1639
 GB1639                          STATION DESCRIPTION
 GB1639
 GB1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1639'1.5 MI N FROM MAYLAND.
 GB1639'THIS MARK IS LOCATED AT THE MAY 1960 STATION SITE, 61.2 FT.
 GB1639'SOUTHWEST OF THE STATION MARK AND 26 FT. WEST OF THE CENTER OF THE
 GB1639'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1639'IS FLUSH WITH THE GROUND.
 GB1639
 GB1639                          STATION RECOVERY (1966)
 GB1639
 GB1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1031 ***********************************************************************
 FD1031  DESIGNATION -  MAYBERRY
 FD1031  PID         -  FD1031
 FD1031  STATE/COUNTY-  TN/PERRY
 FD1031  USGS QUAD   -  CLIFTON (1972)
 FD1031
 FD1031                         *CURRENT SURVEY CONTROL
 FD1031  ___________________________________________________________________
 FD1031* NAD 83(1995)-  35 29 38.65681(N)    087 55 38.80995(W)     ADJUSTED  
 FD1031* NAVD 88     -       231.932  (meters)     760.93   (feet)  ADJUSTED  
 FD1031  ___________________________________________________________________
 FD1031  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FD1031  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1031  DYNAMIC HT  -         231.720 (meters)     760.23  (feet)  COMP
 FD1031  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD1031
 FD1031  HORZ ORDER  -  SECOND
 FD1031  VERT ORDER  -  FIRST     CLASS II
 FD1031
 FD1031.The horizontal coordinates were established by classical geodetic methods
 FD1031.and adjusted by the National Geodetic Survey in April 1999..
 FD1031
 FD1031.The orthometric height was determined by differential leveling
 FD1031.and adjusted by the National Geodetic Survey in June 1991..
 FD1031
 FD1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1031
 FD1031.The geoid height was determined by GEOID03.
 FD1031
 FD1031.The dynamic height is computed by dividing the NAVD 88
 FD1031.geopotential number by the normal gravity value computed on the
 FD1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1031.degrees latitude (g = 980.6199 gals.).
 FD1031
 FD1031.The modeled gravity was interpolated from observed gravity values.
 FD1031
 FD1031;                    North         East     Units Scale Factor Converg.
 FD1031;SPC TN       -   130,505.172   425,128.307   MT  0.99996590   -1 07 42.3
 FD1031;SPC TN       -   428,165.72  1,394,775.12   sFT  0.99996590   -1 07 42.3
 FD1031;UTM  16      - 3,928,231.258   415,879.550   MT  0.99968720   -0 32 18.7
 FD1031
 FD1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1031!SPC TN       -   0.99996802  x   0.99996590  =   0.99993392
 FD1031!UTM  16      -   0.99996802  x   0.99968720  =   0.99965523
 FD1031
 FD1031:                Primary Azimuth Mark                     Grid Az
 FD1031:SPC TN       -  FLATWOODS                                110 48 01.6
 FD1031:UTM  16      -  FLATWOODS                                110 12 38.0
 FD1031
 FD1031|---------------------------------------------------------------------|
 FD1031| PID    Reference Object                     Distance      Geod. Az  |
 FD1031|                                                           dddmmss.s |
 FD1031| FD1594 FLATWOODS                           APPROX. 6.2 KM 1094019.3 |
 FD1031| FD1030 MAYBERRY AZ MK                                     1363625.9 |
 FD1031| FD1032 MAYBERRY RM 1                        55.995 METERS 13913     |
 FD1031| FD1033 MAYBERRY RM 2                        60.619 METERS 28701     |
 FD1031|---------------------------------------------------------------------|
 FD1031
 FD1031                          SUPERSEDED SURVEY CONTROL
 FD1031
 FD1031  NAD 83(1995)-  35 29 38.66186(N)    087 55 38.81029(W) AD(       ) 2
 FD1031  NAD 83(1995)-  35 29 38.66194(N)    087 55 38.81049(W) AD(       ) 2
 FD1031  NAD 83(1986)-  35 29 38.66666(N)    087 55 38.81056(W) AD(       ) 2
 FD1031  NAD 27      -  35 29 38.40400(N)    087 55 38.71000(W) AD(       ) 2
 FD1031  NGVD 29 (??/??/92)  231.939  (m)          760.95   (f) ADJ UNCH    1 2
 FD1031
 FD1031.Superseded values are not recommended for survey control.
 FD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1031.See file dsdata.txt to determine how the superseded data were derived.
 FD1031
 FD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1588028231(NAD 83)
 FD1031_MARKER: DS = TRIANGULATION STATION DISK
 FD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1031_STAMPING: MAYBERRY 1934
 FD1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1031+STABILITY: SURFACE MOTION
 FD1031
 FD1031  HISTORY     - Date     Condition        Report By
 FD1031  HISTORY     - 1934     MONUMENTED       CGS
 FD1031  HISTORY     - 1950     GOOD             TVA
 FD1031  HISTORY     - 1950     GOOD             NGS
 FD1031  HISTORY     - 1962     GOOD             CGS
 FD1031
 FD1031                          STATION DESCRIPTION
 FD1031
 FD1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1031'ABOUT 7.5 MILES SOUTH-SOUTHWEST OF LINDEN, ABOUT 8.5 MILES
 FD1031'NORTH-NORTHEAST OF
 FD1031'CLIFTON, 5 MILES SLIGHTLY NORTH BY WEST OF
 FD1031'FLATWOODS, ON MAIN GRAVEL HIGHWAY
 FD1031'BETWEEN CLIFTON AND STATE ROUTE 13,
 FD1031'15 FEET NORTHWEST OF TRIANGLE-BLAZED 14-INCH OAK
 FD1031'TREE, 32 FEET NORTH
 FD1031'OF CENTER LINE OF HIGHWAY, AND 18 FEET NORTHEAST OF 6-INCH
 FD1031'TWIN-HICKORY
 FD1031'TREE.  TO REACH FROM POST OFFICE IN FLATWOODS, GO NORTH
 FD1031'3.15 MILES ON ROUTE 13 (THIS
 FD1031'POINT IS ABOUT 8.75 MILES SOUTH OF
 FD1031'LINDEN ON ROUTE 13) TURN LEFT (WEST) ONTO DIRT
 FD1031'SIDE ROAD, FOLLOW THIS
 FD1031'ROAD 3.9 MILES, TURN LEFT ONTO GRAVEL ROAD, GO 1.45 MILES, KEEP
 FD1031'TO MAIN LEFT
 FD1031'FORK, CONTINUE 0.6 MILE AND TAKE RIGHT FORK, AND FOLLOW
 FD1031'MAIN GRAVEL ROAD 2.45 MILES
 FD1031'TO TOP OF GRADE AND STATION SITE.
 FD1031'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1031'STATION DISKS IN CONCRETE.
 FD1031'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1031'REFERENCE DISKS
 FD1031'IN CONCRETE.  NO 1 IS 12 FEET SOUTH OF CENTER LINE OF
 FD1031'ROAD, 32 FEET NORTHWEST
 FD1031'OF 8-INCH OAK TREE, AND 183.71 FEET FROM
 FD1031'STATION S 40 DEG 47 MIN E. NO 2
 FD1031'IS 18 FEET SOUTH OF CENTER
 FD1031'LINE OF ROAD, 30 FEET NORTH-NORTHWEST OF 8-INCH TWIN-OAK
 FD1031'TREE, AND
 FD1031'198.88 FEET FROM STATION N 72 DEG 59 MIN W.   AZIMUTH MARK IS
 FD1031'5 YARDS SOUTH OF
 FD1031'CENTER LINE OF ROAD, 3 YARDS NORTHEAST OF 10-INCH
 FD1031'OAK TREE, 6 YARDS WEST-NORTHWEST OF
 FD1031'8-INCH HICKORY TREE, AND 0.15
 FD1031'MILE BY ROAD FROM STATION S 53 DEG 24 MIN E.
 FD1031
 FD1031                          STATION RECOVERY (1950)
 FD1031
 FD1031'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (BCM)
 FD1031'STATION FOUND IN GOOD CONDITION.
 FD1031'
 FD1031'REFERENCE MARK 1 HAD BEEN DISTURBED, MARKER IS LOOSE.  STEEL POSTS
 FD1031'WITH CONTROL
 FD1031'MARKER SIGNS SET AS FOLLOWS-2 FEET S OF STATION MARK, 2
 FD1031'FEET E OF AZIMUTH MARK.
 FD1031
 FD1031                          STATION RECOVERY (1950)
 FD1031
 FD1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FD1031'11.2 MI NE FROM CLIFTON.
 FD1031'IN PERRY COUNTY, 11.15 MILES NORTHEAST ALONG THE LINDEN ROAD
 FD1031'FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.2 MILE NORTHWEST
 FD1031'OF THE JUNCTION OF A ROAD LEADING SOUTH, 35 FEET NORTHEAST OF THE
 FD1031'CENTERLINE OF THE ROAD, 46 FEET NORTHWEST OF A TRIANGULAR-BLAZED
 FD1031'8-INCH HICKORY TREE, 19 FEET EAST OF TWO TWIN 6-INCH HICKORY TREES,
 FD1031'39 FEET WEST OF A TRIPLE-TRUNK 10-INCH OAK TREE, 2 FEET SOUTHEAST
 FD1031'OF A WHITE WOODEN WITNESS POST, 2 FEET NORTH OF A STEEL POST WITH
 FD1031'A CONTROL-MARKER SIGN, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 FD1031'STANDARD TRIANGULATION-STATION DISK, STAMPED MAYBERRY 1934
 FD1031'AND SET IN THE TOP OF A CONCRETE POST.
 FD1031
 FD1031                          STATION RECOVERY (1962)
 FD1031
 FD1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1031'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED AND FOUND IN GOOD
 FD1031'CONDITION.  REFERENCE MARK NO
 FD1031'1 AND THE AZIMUTH MARK WERE FOUND LYING ALONG SIDE
 FD1031'THE ROAD AND THE DISK WERE REMOVED
 FD1031'FOR SUBMISSION TO THE WASHINGTON
 FD1031'OFFICE.  THE ORIGINAL DESCRIPTION IS NO LONGER
 FD1031'ADEQUATE.  FOLLOWING
 FD1031'IS A NEW AND COMPLETE DESCRIPTION.
 FD1031'
 FD1031'THE STATION IS NEAR THE SUMMIT OF THE HARDIN RIDGE ABOUT 8.5 MILES
 FD1031'NORTH NORTHEAST OF
 FD1031'CLIFTON, 7.5 MILES SOUTH-SOUTHWEST OF LINDEN, 5 MILES
 FD1031'WEST-NORTHWEST OF FLAT WOODS,
 FD1031'ADN ALONG THE RIGHT-OF-WAY OF THE
 FD1031'LINDEN-CLIFTON ROAD.
 FD1031'
 FD1031'TO REACH FROM THE POST OFFICE IN CLIFTON, GO NORTH ON STATE ROUTE 114
 FD1031'FOR 0.15 MILE TO WHERE
 FD1031'STATE ROUTE 114 MEETS THE FERRY ON THE TENNESSEE RIVER
 FD1031'AND A PAVED CROSSROAD.  HERE
 FD1031'TURN RIGHT ON THE LINDEN-CLIFTON ROAD
 FD1031'AND GO EAST AND NORTH ALONG THE RIVER FOR 4.8
 FD1031'MILES TO A STEEL BRIDGE
 FD1031'ACROSS BEECH CREEK, CONTINUE NORTH AND NORTHEASTERLY ON THE
 FD1031'LINDEN-CLIFTON ROAD FOR 6.5 MILES TO WHERE THE ROAD STARTS CURVING
 FD1031'EAST AND SOUTHEAST
 FD1031'AND THE STATION ON THE LEFT.
 FD1031'
 FD1031'THE STATION IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FD1031'LINDEN-CLIFTON ROAD, 10
 FD1031'FEET WEST OF A 10-INCH PINE TREE, 2.0 FEET NORTH OF A METAL
 FD1031'WITNESS POST AND TVA SIGN,
 FD1031'AND 1.2 FEET EAST OF A WHITE, WOODEN
 FD1031'WITNESS POST.  IT IS A STANDARD DISK SET IN
 FD1031'THE TOP OF A 12-INCH,
 FD1031'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK
 FD1031'IS STAMPED  MAYBERRY 1934.
 FD1031'
 FD1031'REFERENCE MARK NO 2 IS ALONG THE SOUTH RIGHT-OF-WAY OF THE
 FD1031'LINDEN-CLIFTON ROAD, 27 FEET
 FD1031'NORTH OF A BLAZED, TWIN TRUNKED OAK TREE AND 18 FEET SOUTH OF
 FD1031'THE APPROXIMATE CENTER OF
 FD1031'THE LINDEN-CLIFTON ROAD.  IT IS A STANDARD
 FD1031'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1031'CONCRETE MONUMENT THAT
 FD1031'PROJECTS 10 INCHES AND THE DISK IS STAMPED MAYBERRY NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1030 ***********************************************************************
 FD1030  DESIGNATION -  MAYBERRY AZ MK
 FD1030  PID         -  FD1030
 FD1030  STATE/COUNTY-  TN/PERRY
 FD1030  USGS QUAD   -  CLIFTON (1972)
 FD1030
 FD1030                         *CURRENT SURVEY CONTROL
 FD1030  ___________________________________________________________________
 FD1030* NAD 83(1986)-  35 29 33.     (N)    087 55 30.     (W)     SCALED    
 FD1030* NAVD 88     -       230.746  (meters)     757.04   (feet)  ADJUSTED  
 FD1030  ___________________________________________________________________
 FD1030  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1030  DYNAMIC HT  -         230.535 (meters)     756.35  (feet)  COMP
 FD1030  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 FD1030
 FD1030  VERT ORDER  -  FIRST     CLASS II
 FD1030
 FD1030.The horizontal coordinates were scaled from a topographic map and have
 FD1030.an estimated accuracy of +/- 6 seconds.
 FD1030
 FD1030.The orthometric height was determined by differential leveling
 FD1030.and adjusted by the National Geodetic Survey in June 1991..
 FD1030
 FD1030.The geoid height was determined by GEOID03.
 FD1030
 FD1030.The dynamic height is computed by dividing the NAVD 88
 FD1030.geopotential number by the normal gravity value computed on the
 FD1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1030.degrees latitude (g = 980.6199 gals.).
 FD1030
 FD1030.The modeled gravity was interpolated from observed gravity values.
 FD1030
 FD1030;                    North         East    Units  Estimated Accuracy
 FD1030;SPC TN       -   130,330.      425,350.      MT  (+/- 180 meters Scaled)
 FD1030
 FD1030                          SUPERSEDED SURVEY CONTROL
 FD1030
 FD1030  NGVD 29 (??/??/92)  230.753  (m)          757.06   (f) ADJ UNCH    1 2
 FD1030
 FD1030.Superseded values are not recommended for survey control.
 FD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1030.See file dsdata.txt to determine how the superseded data were derived.
 FD1030
 FD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE161280(NAD 83)
 FD1030_MARKER: DR = REFERENCE MARK DISK
 FD1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1030_STAMPING: MAYBERRY AZI 1934
 FD1030_MARK LOGO: CGS   
 FD1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1030+STABILITY: SURFACE MOTION
 FD1030
 FD1030  HISTORY     - Date     Condition        Report By
 FD1030  HISTORY     - 1934     MONUMENTED       CGS
 FD1030  HISTORY     - 1950     GOOD             NGS
 FD1030
 FD1030                          STATION DESCRIPTION
 FD1030
 FD1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1030'11.2 MI NE FROM CLIFTON.
 FD1030'IN PERRY COUNTY, 11.25 MILES NORTHEAST ALONG THE LINDEN ROAD
 FD1030'FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.15 MILE
 FD1030'WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, 16 FEET SOUTHWEST
 FD1030'OF THE CENTERLINE OF THE ROAD, 20 FEET EAST OF A BLAZED 8-INCH
 FD1030'OAK TREE, 18 FEET NORTHWEST OF A BLAZED 10-INCH OAK TREE, 11 FEET
 FD1030'NORTHEAST OF A BLAZED 6-INCH OAK TREE, 2 FEET SOUTHEAST OF
 FD1030'A WHITE WOODEN WITNESS POST, 2 FEET WEST OF A STEEL POST WITH
 FD1030'A CONTROL-MARKER SIGN, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 FD1030'ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED MAYBERRY
 FD1030'AZI 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1032 ***********************************************************************
 FD1032  DESIGNATION -  MAYBERRY RM 1
 FD1032  PID         -  FD1032
 FD1032  STATE/COUNTY-  TN/PERRY
 FD1032  USGS QUAD   -  CLIFTON (1972)
 FD1032
 FD1032                         *CURRENT SURVEY CONTROL
 FD1032  ___________________________________________________________________
 FD1032* NAD 83(1986)-  35 29 38.     (N)    087 55 38.     (W)     SCALED    
 FD1032* NAVD 88     -       230.690  (meters)     756.86   (feet)  ADJUSTED  
 FD1032  ___________________________________________________________________
 FD1032  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1032  DYNAMIC HT  -         230.478 (meters)     756.16  (feet)  COMP
 FD1032  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD1032
 FD1032  VERT ORDER  -  FIRST     CLASS II
 FD1032
 FD1032.The horizontal coordinates were scaled from a topographic map and have
 FD1032.an estimated accuracy of +/- 6 seconds.
 FD1032
 FD1032.The orthometric height was determined by differential leveling
 FD1032.and adjusted by the National Geodetic Survey in June 1991..
 FD1032
 FD1032.The geoid height was determined by GEOID03.
 FD1032
 FD1032.The dynamic height is computed by dividing the NAVD 88
 FD1032.geopotential number by the normal gravity value computed on the
 FD1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1032.degrees latitude (g = 980.6199 gals.).
 FD1032
 FD1032.The modeled gravity was interpolated from observed gravity values.
 FD1032
 FD1032;                    North         East    Units  Estimated Accuracy
 FD1032;SPC TN       -   130,490.      425,150.      MT  (+/- 180 meters Scaled)
 FD1032
 FD1032                          SUPERSEDED SURVEY CONTROL
 FD1032
 FD1032  NGVD 29 (??/??/92)  230.697  (m)          756.88   (f) ADJ UNCH    1 2
 FD1032
 FD1032.Superseded values are not recommended for survey control.
 FD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1032.See file dsdata.txt to determine how the superseded data were derived.
 FD1032
 FD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE159282(NAD 83)
 FD1032_MARKER: DR = REFERENCE MARK DISK
 FD1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1032_STAMPING: MAYBERRY NO 1 1934
 FD1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1032+STABILITY: SURFACE MOTION
 FD1032
 FD1032  HISTORY     - Date     Condition        Report By
 FD1032  HISTORY     - 1934     MONUMENTED       CGS
 FD1032  HISTORY     - 1947     GOOD             NGS
 FD1032  HISTORY     - 1950     POOR             NGS
 FD1032
 FD1032                          STATION DESCRIPTION
 FD1032
 FD1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1032'11.2 MI NE FROM CLIFTON.
 FD1032'ABOUT 11.15 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1032'RIVERSIDE HOTEL AT CLIFTON, ABOUT 0.2 MILE NORTHWEST OF THE
 FD1032'JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 183 FEET SOUTHEAST AND
 FD1032'ACROSS THE ROAD FROM MAYBERRY STA., 15 FEET SOUTHWEST OF THE
 FD1032'CENTER LINE OF THE ROAD, 52 FEET EAST OF A 12-INCH TRIANGULAR
 FD1032'BLAZED OAK TREE, 35 FEET NORTHWEST OF A 10-INCH TRIANGULAR BLAZED
 FD1032'OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FD1032'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1032'8 INCHES.
 FD1032
 FD1032                          STATION RECOVERY (1950)
 FD1032
 FD1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FD1032'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1033 ***********************************************************************
 FD1033  DESIGNATION -  MAYBERRY RM 2
 FD1033  PID         -  FD1033
 FD1033  STATE/COUNTY-  TN/PERRY
 FD1033  USGS QUAD   -  CLIFTON (1972)
 FD1033
 FD1033                         *CURRENT SURVEY CONTROL
 FD1033  ___________________________________________________________________
 FD1033* NAD 83(1986)-  35 29 38.     (N)    087 55 38.     (W)     SCALED    
 FD1033* NAVD 88     -       230.560  (meters)     756.43   (feet)  ADJUSTED  
 FD1033  ___________________________________________________________________
 FD1033  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1033  DYNAMIC HT  -         230.349 (meters)     755.74  (feet)  COMP
 FD1033  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD1033
 FD1033  VERT ORDER  -  FIRST     CLASS II
 FD1033
 FD1033.The horizontal coordinates were scaled from a topographic map and have
 FD1033.an estimated accuracy of +/- 6 seconds.
 FD1033
 FD1033.The orthometric height was determined by differential leveling
 FD1033.and adjusted by the National Geodetic Survey in June 1991..
 FD1033
 FD1033.The geoid height was determined by GEOID03.
 FD1033
 FD1033.The dynamic height is computed by dividing the NAVD 88
 FD1033.geopotential number by the normal gravity value computed on the
 FD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1033.degrees latitude (g = 980.6199 gals.).
 FD1033
 FD1033.The modeled gravity was interpolated from observed gravity values.
 FD1033
 FD1033;                    North         East    Units  Estimated Accuracy
 FD1033;SPC TN       -   130,490.      425,150.      MT  (+/- 180 meters Scaled)
 FD1033
 FD1033                          SUPERSEDED SURVEY CONTROL
 FD1033
 FD1033  NGVD 29 (??/??/92)  230.567  (m)          756.45   (f) ADJ UNCH    1 2
 FD1033
 FD1033.Superseded values are not recommended for survey control.
 FD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1033.See file dsdata.txt to determine how the superseded data were derived.
 FD1033
 FD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE159282(NAD 83)
 FD1033_MARKER: DR = REFERENCE MARK DISK
 FD1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1033_STAMPING: MAYBERRY NO 2 1934
 FD1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1033+STABILITY: SURFACE MOTION
 FD1033
 FD1033  HISTORY     - Date     Condition        Report By
 FD1033  HISTORY     - 1934     MONUMENTED       CGS
 FD1033  HISTORY     - 1947     GOOD             NGS
 FD1033
 FD1033                          STATION DESCRIPTION
 FD1033
 FD1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1033'11.1 MI NE FROM CLIFTON.
 FD1033'ABOUT 11.1 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1033'RIVERSIDE HOTEL AT CLIFTON, ABOUT 0.25 MILE NORTHWEST OF THE
 FD1033'JUNCTION OF A ROAD LEADING SOUTH, 198 FEET NORTHWEST AND
 FD1033'ACROSS THE ROAD FROM THE STATION, 41 FEET NORTH OF AN 8-INCH
 FD1033'TRIANGULAR BLAZED 8-INCH OAK TREE, 27 FEET NORTHEAST OF A TWIN
 FD1033'8-INCH BLAZED OAK TREE, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 FD1033'THE ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1
 FD1033'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1033'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2301 ***********************************************************************
 GC2301  DESIGNATION -  MAYCHE
 GC2301  PID         -  GC2301
 GC2301  STATE/COUNTY-  TN/DAVIDSON
 GC2301  USGS QUAD   -  OAK HILL (1968)
 GC2301
 GC2301                         *CURRENT SURVEY CONTROL
 GC2301  ___________________________________________________________________
 GC2301* NAD 83(1995)-  36 02 49.01308(N)    086 49 46.80747(W)     ADJUSTED  
 GC2301* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 GC2301  ___________________________________________________________________
 GC2301  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2301  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2301
 GC2301  HORZ ORDER  -  FIRST
 GC2301
 GC2301.The horizontal coordinates were established by classical geodetic methods
 GC2301.and adjusted by the National Geodetic Survey in April 1999..
 GC2301
 GC2301.The orthometric height was scaled from a topographic map.
 GC2301
 GC2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2301
 GC2301.The geoid height was determined by GEOID03.
 GC2301
 GC2301;                    North         East     Units Scale Factor Converg.
 GC2301;SPC TN       -   190,441.413   525,242.609   MT  0.99995528   -0 29 08.6
 GC2301;SPC TN       -   624,806.54  1,723,233.46   sFT  0.99995528   -0 29 08.6
 GC2301;UTM  16      - 3,989,169.122   515,342.454   MT  0.99960290   +0 06 00.8
 GC2301
 GC2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2301!SPC TN       -   0.99994963  x   0.99995528  =   0.99990491
 GC2301!UTM  16      -   0.99994963  x   0.99960290  =   0.99955255
 GC2301
 GC2301:                Primary Azimuth Mark                     Grid Az
 GC2301:SPC TN       -  MAYCHE AZ MK                             129 29 04.5
 GC2301:UTM  16      -  MAYCHE AZ MK                             128 53 55.1
 GC2301
 GC2301|---------------------------------------------------------------------|
 GC2301| PID    Reference Object                     Distance      Geod. Az  |
 GC2301|                                                           dddmmss.s |
 GC2301| CG6881 MAYCHE AZ MK                                       1285955.9 |
 GC2301| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 6.4 KM 1470626.1 |
 GC2301| CG6882 MAYCHE RM 1                          37.225 METERS 19015     |
 GC2301| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.41.3 KM 2524234.8 |
 GC2301| GC2294 AIRWAY BEACON 63                    APPROX. 3.9 KM 2924834.9 |
 GC2301| CG6883 MAYCHE RM 2                          41.651 METERS 31953     |
 GC2301|---------------------------------------------------------------------|
 GC2301
 GC2301                          SUPERSEDED SURVEY CONTROL
 GC2301
 GC2301  NAD 83(1995)-  36 02 49.01544(N)    086 49 46.80920(W) AD(       ) 1
 GC2301  NAD 83(1995)-  36 02 49.01635(N)    086 49 46.80921(W) AD(       ) 1
 GC2301  NAD 83(1986)-  36 02 49.02354(N)    086 49 46.81051(W) AD(       ) 1
 GC2301  NAD 27      -  36 02 48.80500(N)    086 49 46.80900(W) AD(       ) 1
 GC2301
 GC2301.Superseded values are not recommended for survey control.
 GC2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2301.See file dsdata.txt to determine how the superseded data were derived.
 GC2301
 GC2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1534289169(NAD 83)
 GC2301_MARKER: DS = TRIANGULATION STATION DISK
 GC2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2301
 GC2301  HISTORY     - Date     Condition        Report By
 GC2301  HISTORY     - 1935     MONUMENTED       CGS
 GC2301  HISTORY     - 1948     GOOD             OMAN
 GC2301  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GC2301
 GC2301                          STATION DESCRIPTION
 GC2301
 GC2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 GC2301'ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF STATE CAPITOL IN NASHVILLE,
 GC2301'2-1/2 MILES WEST-NORTHWEST OF BRENTWOOD, 3/4 MILE NORTH OF
 GC2301'WILLIAMSON-DAVIDSON COUNTY LINE, ON FLAT TOP OF HIGH WOODED HILL, AND
 GC2301'ON PROPERTY OWNED BY ANDREW MAYCHE.  TO REACH FROM BROADWAY IN
 GC2301'NASHVILLE, GO SOUTH 8.65 MILES ON U.S. ROUTE 31 (EIGHTH STREET) TO
 GC2301'GRAVEL ROAD LEADING RIGHT AT SUMMIT OF HIGHWAY GRADE, TURN RIGHT,
 GC2301'PASS BETWEEN GULF SERVICE STATION AND INTERURBAN RAILROAD POWER
 GC2301'STATION, CROSS RAILROAD TRACKS, PROCEED WEST 1.9 MILES TO
 GC2301'CROSSROADS, CONTINUE WEST 0.15 MILE TO T-ROAD, TURN RIGHT, PROCEED
 GC2301'0.85 MILE TO MAYCHES HOUSE ON NORTH SIDE OF ROAD AND THEN
 GC2301'FOLLOW TRAIL UP HILL TO STATION SITE.  STATION IS ABOUT 0.3 MILE
 GC2301'NORTHEAST OF MAYCHES HOUSE AND 29.5 FEET SOUTH OF 15-INCH
 GC2301'HICKORY TREE WITH TRIANGULAR BLAZE ON SOUTH SIDE.  SURFACE AND
 GC2301'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2301'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.  REFERENCE
 GC2301'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2301'REFERENCE MARK NO. 1, PROJECTING 5 INCHES ABOVE GROUND, IS
 GC2301'ON SOUTH SLOPE OF HILL, 30 FEET SOUTH OF 30-INCH OAK TREE, AND ABOUT
 GC2301'4 FEET LOWER THAN AND 122.13 FEET FROM STATION, S 10 DEG 15 MIN W.
 GC2301'REFERENCE MARK NO. 2, PROJECTING 4 INCHES ABOVE GROUND, IS
 GC2301'ON CREST OF RIDGE NEAR CENTER OF LARGE CLEARING, 80 FEET NORTHWEST OF
 GC2301'DOUBLE HICKORY TREE, AND 136.65 FEET FROM STATION, N 40 DEG 07 MIN W.
 GC2301'AZIMUTH MARK, PROJECTING 4 INCHES ABOVE GROUND, IS VISIBLE
 GC2301'FROM GROUND THROUGH TREES IN WINTER, AND IS ABOUT 0.15 MILE EAST
 GC2301'OF CROSSROADS, 25 FEET NORTH OF CENTER LINE OF ROAD FROM BRENTWOOD TO
 GC2301'STATION, 9 FEET NORTH OF RIGHT-OF-WAY FENCE, 5 FEET EAST OF
 GC2301'FENCE, 8 FEET NORTHEAST OF 60-INCH MAPLE TREE, AND APPROXIMATELY 1.2
 GC2301'MILES FROM STATION, S 51 DEG 00 MIN 08 SEC E.  AIRWAY BEACON
 GC2301'NO. 63 (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS
 GC2301'VISIBLE FROM GROUND THROUGH TREES IN WINTER.  RADIO STATION WSM,
 GC2301'LIGHT ON TOWER, FLASHING RED, DISTANT 4 MILES, IS VISIBLE FROM
 GC2301'GROUND THROUGH TREES IN WINTER, S 32 DEG 53 MIN 23 SEC E.
 GC2301
 GC2301                          STATION RECOVERY (1948)
 GC2301
 GC2301'RECOVERY NOTE BY OMAN CONSTRUCTION COMPANY 1948 (BTR)
 GC2301'LETTERS OF B.T. RILEY AND R.H. GODWIN, OMAN CONSTRUCTION CO.,
 GC2301'NASHVILLE, TENN., DATED 3/7/47 AND 3/3/48-
 GC2301'
 GC2301'REFERENCE MARK 2 WAS DESTROYED DUE TO THE CONSTRUCTION OF A STATION
 GC2301'HOUSE OF WSIX BROADCASTING STATION.  REFERENCE MARK DISK STAMPED
 GC2301'MAYCHE NO 2 1933 WAS RECEIVED AT THIS OFFICE 3/5/48.
 GC2301'
 GC2301'A DISTANCE OF 116.28 FEET WAS MEASURED FROM THE STATION MARK TO THE
 GC2301'CORNER OF FIFTH BRICK ABOVE THE FOUNDATION WHERE THE NEW BUILDING AND
 GC2301'CAR SHED JOIN.  AN ANGLE OF 118 DEG. 31 MIN. 00 SEC. WAS MEASURED AT
 GC2301'THE STATION MARK FROM R.M. 1 TO THE CORNER OF FIFTH BRICK ABOVE
 GC2301'THE FOUNDATION.
 GC2301
 GC2301                          STATION RECOVERY (1953)
 GC2301
 GC2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2301'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK WAS FOUND IN GOOD
 GC2301'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED.
 GC2301'THE AZIMUTH MARK WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
 GC2301'THE STATION MARK WAS DESTROYED AT THE REQUEST OF THE PROPERTY
 GC2301'OWNER.  A NEW STATION, MAYCHE 2 1953, WAS ESTABLISHED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2302 ***********************************************************************
 GC2302  DESIGNATION -  MAYCHE 2
 GC2302  PID         -  GC2302
 GC2302  STATE/COUNTY-  TN/DAVIDSON
 GC2302  USGS QUAD   -  OAK HILL (1968)
 GC2302
 GC2302                         *CURRENT SURVEY CONTROL
 GC2302  ___________________________________________________________________
 GC2302* NAD 83(1995)-  36 02 49.13076(N)    086 49 47.21880(W)     ADJUSTED  
 GC2302* NAVD 88     -       339.3    (meters)    1113.     (feet)  VERTCON   
 GC2302  ___________________________________________________________________
 GC2302  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2302  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2302
 GC2302  HORZ ORDER  -  SECOND
 GC2302
 GC2302.The horizontal coordinates were established by classical geodetic methods
 GC2302.and adjusted by the National Geodetic Survey in April 1999..
 GC2302
 GC2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2302
 GC2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2302
 GC2302.The geoid height was determined by GEOID03.
 GC2302
 GC2302;                    North         East     Units Scale Factor Converg.
 GC2302;SPC TN       -   190,445.127   525,232.345   MT  0.99995528   -0 29 08.8
 GC2302;SPC TN       -   624,818.72  1,723,199.79   sFT  0.99995528   -0 29 08.8
 GC2302;UTM  16      - 3,989,172.729   515,332.156   MT  0.99960290   +0 06 00.6
 GC2302
 GC2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2302!SPC TN       -   0.99995131  x   0.99995528  =   0.99990659
 GC2302!UTM  16      -   0.99995131  x   0.99960290  =   0.99955423
 GC2302
 GC2302:                Primary Azimuth Mark                     Grid Az
 GC2302:SPC TN       -  DILLON                                   018 46 11.1
 GC2302:UTM  16      -  DILLON                                   018 11 01.7
 GC2302
 GC2302|---------------------------------------------------------------------|
 GC2302| PID    Reference Object                     Distance      Geod. Az  |
 GC2302|                                                           dddmmss.s |
 GC2302| GC2254 DILLON                              APPROX.13.5 KM 0181702.3 |
 GC2302| GC2263 NASHVILLE FERRO CORP STACK          APPROX.12.1 KM 0335304.0 |
 GC2302| GC2301 MAYCHE                               10.916 METERS 10924     |
 GC2302| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 6.5 KM 1470252.6 |
 GC2302| GC2308 STATE POLICE RADIO MAST              32.000 METERS 15151     |
 GC2302| CG6884 MAYCHE 2 RM 1                        26.113 METERS 19911     |
 GC2302| GC2314 AIRWAY BEACON 63                    APPROX. 5.3 KM 3001926.8 |
 GC2302| CG6885 MAYCHE 2 RM 2                        24.007 METERS 33517     |
 GC2302| GC2303 NASHVILLE RADIO WSIX FM MAST         42.121 METERS 33947     |
 GC2302|---------------------------------------------------------------------|
 GC2302
 GC2302                          SUPERSEDED SURVEY CONTROL
 GC2302
 GC2302  NAD 83(1995)-  36 02 49.13312(N)    086 49 47.22053(W) AD(       ) 2
 GC2302  NAD 83(1995)-  36 02 49.13403(N)    086 49 47.22053(W) AD(       ) 2
 GC2302  NAD 83(1986)-  36 02 49.14126(N)    086 49 47.22198(W) AD(       ) 2
 GC2302  NAD 27      -  36 02 48.92300(N)    086 49 47.22000(W) AD(       ) 2
 GC2302  NGVD 29 (07/19/86)  339.3    (m)         1113.     (f) VERT ANG       
 GC2302
 GC2302.Superseded values are not recommended for survey control.
 GC2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2302.See file dsdata.txt to determine how the superseded data were derived.
 GC2302
 GC2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1533289173(NAD 83)
 GC2302_MARKER: DS = TRIANGULATION STATION DISK
 GC2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2302
 GC2302  HISTORY     - Date     Condition        Report By
 GC2302  HISTORY     - 1953     MONUMENTED       CGS
 GC2302  HISTORY     - 1960     GOOD             CGS
 GC2302  HISTORY     - 1962     GOOD             CGS
 GC2302  HISTORY     - 1963     GOOD             TNHD
 GC2302
 GC2302                          STATION DESCRIPTION
 GC2302
 GC2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2302'STATION IS LOCATED IN A GRASSY PLOT OF GROUND AT THE FRONT OF THE
 GC2302'WSIX FM TRANSMITTER BUILDING ABOUT 7 MILES SOUTH OF NASHVILLE.  IT
 GC2302'IS 85 FEET SOUTH OF THE FRONT ENTRANCE TO THE BUILDING ON AN EXTENDED
 GC2302'LINE OF THE SIDEWALK LEADING FROM THE BUILDING, 25 FEET SOUTHWEST
 GC2302'OF A 15 INCH HICKORY TREE AND 23 FEET SOUTHEAST OF A 16 INCH WALNUT
 GC2302'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MAYCHE 2 1953.
 GC2302'
 GC2302'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE NORTHWEST CORNER OF A
 GC2302'CONCRETE BLOCK BUILDING, 17 FEET SOUTH OF A 20 INCH HICKORY TREE
 GC2302'AND 11 FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY.  THE MARK IS
 GC2302'FLUSH AND THE DISK IS STAMPED MAYCHE 2 1953.
 GC2302'
 GC2302'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE FRONT ENTRANCE OF THE
 GC2302'TRANSMITTER BUILDING.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 GC2302'THE CONCRETE SIDEWALK AND IT IS STAMPED MAYCHE 2 1953.
 GC2302'
 GC2302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70S AND STATE
 GC2302'HIGHWAY 100, AT THE WEST SIDE OF THE BELLEMEADE SECTION OF
 GC2302'NASHVILLE, GO WEST ON HIGHWAY 100 FOR 3.15 MILES TO A PAVED ROAD LEFT
 GC2302'(OLD HICKORY BOULEVARD).  TURN LEFT AND GO SOUTH FOR 2.7 MILES TO THE
 GC2302'JUNCTION OF STATE HIGHWAY 106.  CONTINUE SOUTH ON OLD HICKORY
 GC2302'BOULEVARD FOR 1.95 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GC2302'NORTH UP STEEP, WINDING ROAD FOR 0.55 MILE TO THE TRANSMITTER STATION
 GC2302'AND THE STATION AS DESCRIBED.
 GC2302'
 GC2302'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2302
 GC2302                          STATION RECOVERY (1960)
 GC2302
 GC2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2302'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 GC2302'EXCELLENT CONDITION.  THE AREA SURROUNDING THE STATION IS NOW A
 GC2302'PARKING AREA COVERED WITH OILED GRAVEL.  A NEW TRANSMITTER TOWER, 943
 GC2302'FEET IN HEIGHT, HAS BEEN ERECTED ON THE HILL AND WAS LOCATED BY
 GC2302'INTERSECTION.
 GC2302'
 GC2302'THE MEASUREMENTS AND OBSERVATIONS ON THE REFERENCE MARKS CHECKED
 GC2302'THOSE OF 1953.
 GC2302'
 GC2302'TO REACH FROM THE INTERSECTION OF FRANKLIN PIKE AND OLD HICKORY
 GC2302'BOULEVARD IN BRENTWOOD, GO WEST ON OLD HICKORY BOULEVARD FOR 2.1
 GC2302'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.6 MILE
 GC2302'TO THE TOP OF THE HILL AND STATION.
 GC2302
 GC2302                          STATION RECOVERY (1962)
 GC2302
 GC2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 GC2302'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2302'CONDITION AS DESCRIBED IN THE 1960 RECOVERY NOTE.  THE TO REACH IS
 GC2302'COMPLETELY ADEQUATE.
 GC2302
 GC2302                          STATION RECOVERY (1963)
 GC2302
 GC2302'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC2302'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 GC2302'1960 AND THE 1960 DESCRIPTION IS COMPLETELY ADEQUATE.  OBSERVATIONS
 GC2302'WERE MADE FROM A 64 AND A 74 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2583 ***********************************************************************
 GA2583  DESIGNATION -  MAYS
 GA2583  PID         -  GA2583
 GA2583  STATE/COUNTY-  TN/KNOX
 GA2583  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2583
 GA2583                         *CURRENT SURVEY CONTROL
 GA2583  ___________________________________________________________________
 GA2583* NAD 83(1995)-  36 03 12.12388(N)    083 55 24.36872(W)     ADJUSTED  
 GA2583* NAVD 88     -       383.231  (meters)    1257.32   (feet)  ADJUSTED  
 GA2583  ___________________________________________________________________
 GA2583  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA2583  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2583  DYNAMIC HT  -         382.875 (meters)    1256.15  (feet)  COMP
 GA2583  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 GA2583
 GA2583  HORZ ORDER  -  SECOND
 GA2583  VERT ORDER  -  SECOND    CLASS 0
 GA2583
 GA2583.The horizontal coordinates were established by classical geodetic methods
 GA2583.and adjusted by the National Geodetic Survey in April 1999..
 GA2583
 GA2583.The orthometric height was determined by differential leveling
 GA2583.and adjusted by the National Geodetic Survey in June 1991..
 GA2583
 GA2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2583
 GA2583.The geoid height was determined by GEOID03.
 GA2583
 GA2583.The dynamic height is computed by dividing the NAVD 88
 GA2583.geopotential number by the normal gravity value computed on the
 GA2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2583.degrees latitude (g = 980.6199 gals.).
 GA2583
 GA2583.The modeled gravity was interpolated from observed gravity values.
 GA2583
 GA2583;                    North         East     Units Scale Factor Converg.
 GA2583;SPC TN       -   192,821.661   787,082.133   MT  0.99995570   +1 12 56.5
 GA2583;SPC TN       -   632,615.73  2,582,285.30   sFT  0.99995570   +1 12 56.5
 GA2583;UTM  17      - 3,993,823.705   236,659.921   MT  1.00045458   -1 43 17.6
 GA2583;UTM  16      - 3,994,249.284   777,137.737   MT  1.00054649   +1 48 42.6
 GA2583
 GA2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2583!SPC TN       -   0.99994468  x   0.99995570  =   0.99990038
 GA2583!UTM  17      -   0.99994468  x   1.00045458  =   1.00039924
 GA2583!UTM  16      -   0.99994468  x   1.00054649  =   1.00049114
 GA2583
 GA2583|---------------------------------------------------------------------|
 GA2583| PID    Reference Object                     Distance      Geod. Az  |
 GA2583|                                                           dddmmss.s |
 GA2583| GA2584 MAYS RM 1                             5.121 METERS 00757     |
 GA2583| GA2582 MAYS RM 2                             3.986 METERS 19831     |
 GA2583| GA2578 LUCK                                APPROX. 2.1 KM 3492817.4 |
 GA2583|---------------------------------------------------------------------|
 GA2583
 GA2583                          SUPERSEDED SURVEY CONTROL
 GA2583
 GA2583  NAD 83(1995)-  36 03 12.13143(N)    083 55 24.36735(W) AD(       ) 2
 GA2583  NAD 83(1995)-  36 03 12.13168(N)    083 55 24.36714(W) AD(       ) 2
 GA2583  NAD 83(1995)-  36 03 12.13211(N)    083 55 24.36754(W) AD(       ) 2
 GA2583  NAD 83(1986)-  36 03 12.13744(N)    083 55 24.36555(W) AD(       ) 2
 GA2583  NAD 27      -  36 03 11.84368(N)    083 55 24.69753(W) AD(       ) 2
 GA2583  NGVD 29 (??/??/92)  383.349  (m)         1257.70   (f) ADJ UNCH    2 0
 GA2583
 GA2583.Superseded values are not recommended for survey control.
 GA2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2583.See file dsdata.txt to determine how the superseded data were derived.
 GA2583
 GA2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3666093824(NAD 83)
 GA2583_MARKER: DD = SURVEY DISK
 GA2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2583_STAMPING: MAYS 1964
 GA2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2583+STABILITY: SURFACE MOTION
 GA2583
 GA2583  HISTORY     - Date     Condition        Report By
 GA2583  HISTORY     - 1964     MONUMENTED       TNHD
 GA2583  HISTORY     - 1964     GOOD             TNHD
 GA2583  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2583  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2583
 GA2583                          STATION DESCRIPTION
 GA2583
 GA2583'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2583'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2583'
 GA2583'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 441 AND ST.
 GA2583'RT. 33 AT HALLS
 GA2583'CROSSROADS, GO 2.0 MILES SOUTH ON U.S.  HIGHWAY 441 TO A
 GA2583'BANK OF A HIGHWAY CUT ON
 GA2583'THE LEFT AND THE STATION ON THE TOP OF THE
 GA2583'BANK AS DESCRIBED.
 GA2583'
 GA2583'THE STATION IS ABOUT 50 FEET ABOVE THE ROAD, ABOUT 150 FEET EAST OF
 GA2583'THE APPROXIMATE
 GA2583'CENTER OF THE HIGHWAY, 14 FEET WEST OF A 12-INCH
 GA2583'TRIPLE-TRUNKED MAPLE TREE, 10
 GA2583'FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2583'A PAVED DRIVE, 3 FEET EAST OF THE EDGE OF THE
 GA2583'CUT, 3 FEET EAST OF THE
 GA2583'END OF A GUARDRAIL AND 2.9 FEET NORTH OF A WITNESS POST.  THE
 GA2583'SURFACE AND
 GA2583'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA2583'AND THE DISKS ARE
 GA2583'STAMPED MAYS 1964.  THE UNDERGROUND MARK IS ABOUT
 GA2583'36 INCHES BELOW THE SURFACE.  THE
 GA2583'SURFACE DISK IS SET IN A 10-INCH
 GA2583'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2583'
 GA2583'REFERENCE MARK NO.1 IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA2583'PAVED ROAD, 7 FEET
 GA2583'SOUTH OF A GUY WIRE POLE, 2 FEET EAST OF THE END OF A
 GA2583'GUARDRAIL AND 2 FEET EAST OF
 GA2583'THE EDGE OF THE CUT.  IT IS A STANDARD
 GA2583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2583'10-INCH SQUARE, FLUSH,
 GA2583'CONCRETE MONUMENT AND THE DISK IS STAMPED MAYS RM-1 1964.
 GA2583'
 GA2583'REFERENCE MARK NO. 2 IS 21 FEET SOUTHWEST OF A 12-INCH TRIPLE-TRUNKED
 GA2583'MAPLE TREE, 13 FEET
 GA2583'SOUTH OF THE END OF A GUARDRAIL, 10 FEET SOUTH OF A
 GA2583'WITNESS POST AND 3 FEET EAST OF
 GA2583'THE EDGE OF THE BANK.  IT IS A
 GA2583'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK AND THE
 GA2583'DISK IS STAMPED
 GA2583'MAYS RM-2 1964.
 GA2583'
 GA2583'THE TRAVERSE GROUND STATION LUCK WILL SERVE AS THE AZIMUTH.
 GA2583'
 GA2583'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2583'
 GA2583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2583
 GA2583                          STATION RECOVERY (1964)
 GA2583
 GA2583'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2583'5.5 MI N FROM KNOXVILLE.
 GA2583'FROM THE POST OFFICE IN HALLS CROSSROADS GO SOUTH ON STATE ROUTE
 GA2583'33 AND U.S. HIGHWAY 441 FOR 1.3 MILES TO A BANK OF A HIGHWAY CUT
 GA2583'ON THE LEFT AND THE STATION ON TOP OF THE BANK.  THE STATION MARK
 GA2583'IS ABOUT 50 FEET ABOVE THE PAVEMENT, ABOUT 150 FEET EAST OF THE
 GA2583'APPROXIMATE CENTER OF THE NORTH-BOUND LANE OF STATE ROUTE 33 AND
 GA2583'U.S. HIGHWAY 441, 14 FEET WEST OF A 12-INCH TRIPLE-TRUNKED MAPLE
 GA2583'TREE, 10 FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED DRIVE,
 GA2583'3 FEET EAST OF THE EDGE OF THE CUT, 3 FEET EAST OF THE END OF A
 GA2583'GUARDRAIL AND 2.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 GA2583'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2583'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2583
 GA2583                          STATION RECOVERY (1980)
 GA2583
 GA2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2583'A LONG SEARCH WAS MADE BUT NOTHING WAS FOUND.  A RESIDENT SAID THAT
 GA2583'THE BANK ON WHICH THE MARKS WERE SET HAD BROKEN OFF SEVERAL YEARS
 GA2583'AGO.  THE MARKS ARE ASSUMED DESTROYED.
 GA2583
 GA2583                          STATION RECOVERY (1982)
 GA2583
 GA2583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2584 ***********************************************************************
 GA2584  DESIGNATION -  MAYS RM 1
 GA2584  PID         -  GA2584
 GA2584  STATE/COUNTY-  TN/KNOX
 GA2584  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2584
 GA2584                         *CURRENT SURVEY CONTROL
 GA2584  ___________________________________________________________________
 GA2584* NAD 83(1986)-  36 03 11.     (N)    083 55 25.     (W)     SCALED    
 GA2584* NAVD 88     -       383.531  (meters)    1258.30   (feet)  ADJUSTED  
 GA2584  ___________________________________________________________________
 GA2584  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2584  DYNAMIC HT  -         383.176 (meters)    1257.14  (feet)  COMP
 GA2584  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2584
 GA2584  VERT ORDER  -  SECOND    CLASS 0
 GA2584
 GA2584.The horizontal coordinates were scaled from a topographic map and have
 GA2584.an estimated accuracy of +/- 6 seconds.
 GA2584
 GA2584.The orthometric height was determined by differential leveling
 GA2584.and adjusted by the National Geodetic Survey in June 1991..
 GA2584
 GA2584.The geoid height was determined by GEOID03.
 GA2584
 GA2584.The dynamic height is computed by dividing the NAVD 88
 GA2584.geopotential number by the normal gravity value computed on the
 GA2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2584.degrees latitude (g = 980.6199 gals.).
 GA2584
 GA2584.The modeled gravity was interpolated from observed gravity values.
 GA2584
 GA2584;                    North         East    Units  Estimated Accuracy
 GA2584;SPC TN       -   192,790.      787,070.      MT  (+/- 180 meters Scaled)
 GA2584
 GA2584                          SUPERSEDED SURVEY CONTROL
 GA2584
 GA2584  NGVD 29 (??/??/92)  383.649  (m)         1258.69   (f) ADJ UNCH    2 0
 GA2584
 GA2584.Superseded values are not recommended for survey control.
 GA2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2584.See file dsdata.txt to determine how the superseded data were derived.
 GA2584
 GA2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366937(NAD 83)
 GA2584_MARKER: DD = SURVEY DISK
 GA2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2584_STAMPING: MAYS RM-1 1964
 GA2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2584+STABILITY: SURFACE MOTION
 GA2584
 GA2584  HISTORY     - Date     Condition        Report By
 GA2584  HISTORY     - 1964     MONUMENTED       TNHD
 GA2584  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2584
 GA2584                          STATION DESCRIPTION
 GA2584
 GA2584'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2584'5.5 MI N FROM KNOXVILLE.
 GA2584'THIS MARK IS LOCATED AT THE MAYS 1964 STATION SITE, 8 FEET NORTH
 GA2584'OF THE APPROXIMATE CENTER OF A PAVED DRIVE, 7 FEET SOUTH OF A
 GA2584'GUY WIRE POLE, 2 FEET EAST OF A GUARDRAIL, 2.9 FEET NORTH OF A
 GA2584'METAL WITNESS POST WITH SIGN AND 17 FEET NORTH OF THE STATION.
 GA2584'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2584'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2584
 GA2584                          STATION RECOVERY (1980)
 GA2584
 GA2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2582 ***********************************************************************
 GA2582  DESIGNATION -  MAYS RM 2
 GA2582  PID         -  GA2582
 GA2582  STATE/COUNTY-  TN/KNOX
 GA2582  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2582
 GA2582                         *CURRENT SURVEY CONTROL
 GA2582  ___________________________________________________________________
 GA2582* NAD 83(1986)-  36 03 11.     (N)    083 55 25.     (W)     SCALED    
 GA2582* NAVD 88     -       382.812  (meters)    1255.94   (feet)  ADJUSTED  
 GA2582  ___________________________________________________________________
 GA2582  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2582  DYNAMIC HT  -         382.457 (meters)    1254.78  (feet)  COMP
 GA2582  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2582
 GA2582  VERT ORDER  -  SECOND    CLASS 0
 GA2582
 GA2582.The horizontal coordinates were scaled from a topographic map and have
 GA2582.an estimated accuracy of +/- 6 seconds.
 GA2582
 GA2582.The orthometric height was determined by differential leveling
 GA2582.and adjusted by the National Geodetic Survey in June 1991..
 GA2582
 GA2582.The geoid height was determined by GEOID03.
 GA2582
 GA2582.The dynamic height is computed by dividing the NAVD 88
 GA2582.geopotential number by the normal gravity value computed on the
 GA2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2582.degrees latitude (g = 980.6199 gals.).
 GA2582
 GA2582.The modeled gravity was interpolated from observed gravity values.
 GA2582
 GA2582;                    North         East    Units  Estimated Accuracy
 GA2582;SPC TN       -   192,790.      787,070.      MT  (+/- 180 meters Scaled)
 GA2582
 GA2582                          SUPERSEDED SURVEY CONTROL
 GA2582
 GA2582  NGVD 29 (??/??/92)  382.930  (m)         1256.33   (f) ADJ UNCH    2 0
 GA2582
 GA2582.Superseded values are not recommended for survey control.
 GA2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2582.See file dsdata.txt to determine how the superseded data were derived.
 GA2582
 GA2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366937(NAD 83)
 GA2582_MARKER: DD = SURVEY DISK
 GA2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2582_STAMPING: MAYS RM-2 1964
 GA2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2582+STABILITY: SURFACE MOTION
 GA2582
 GA2582  HISTORY     - Date     Condition        Report By
 GA2582  HISTORY     - 1964     MONUMENTED       TNHD
 GA2582  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2582
 GA2582                          STATION DESCRIPTION
 GA2582
 GA2582'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2582'5.5 MI N FROM KNOXVILLE.
 GA2582'THIS MARK IS LOCATED AT THE MAYS 1964 STATION SITE, 21 FEET
 GA2582'SOUTHWEST OF A 12-INCH TRIPLE-TRUNKED MAPLE TREE, 13 FEET SOUTH
 GA2582'OF THE END OF A GUARDRAIL, 10 FEET SOUTH OF A METAL WITNESS POST
 GA2582'WITH SIGN AND 13 FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD
 GA2582'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2582'MONUMENT FLUSH WITH THE GROUND.
 GA2582
 GA2582                          STATION RECOVERY (1982)
 GA2582
 GA2582'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2591 ***********************************************************************
 GC2591  DESIGNATION -  MC EWEN MUNICIPAL TANK
 GC2591  PID         -  GC2591
 GC2591  STATE/COUNTY-  TN/HUMPHREYS
 GC2591  USGS QUAD   -  MC EWEN (1982)
 GC2591
 GC2591                         *CURRENT SURVEY CONTROL
 GC2591  ___________________________________________________________________
 GC2591* NAD 83(1995)-  36 06 22.21802(N)    087 38 09.35715(W)     ADJUSTED  
 GC2591* NAVD 88     -                                                        
 GC2591  ___________________________________________________________________
 GC2591  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC2591  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2591
 GC2591  HORZ ORDER  -  THIRD
 GC2591
 GC2591.The horizontal coordinates were established by classical geodetic methods
 GC2591.and adjusted by the National Geodetic Survey in April 1999..
 GC2591
 GC2591
 GC2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2591
 GC2591.The geoid height was determined by GEOID03.
 GC2591
 GC2591;                    North         East     Units Scale Factor Converg.
 GC2591;SPC TN       -   197,926.796   452,709.059   MT  0.99995964   -0 57 27.9
 GC2591;SPC TN       -   649,364.83  1,485,262.97   sFT  0.99995964   -0 57 27.9
 GC2591;UTM  16      - 3,995,911.738   442,761.474   MT  0.99964037   -0 22 29.1
 GC2591
 GC2591                          SUPERSEDED SURVEY CONTROL
 GC2591
 GC2591  NAD 83(1995)-  36 06 22.21947(N)    087 38 09.36049(W) AD(       ) 4
 GC2591  NAD 83(1995)-  36 06 22.22074(N)    087 38 09.36126(W) AD(       ) 4
 GC2591  NAD 83(1986)-  36 06 22.22756(N)    087 38 09.35945(W) AD(       ) 4
 GC2591  NAD 27      -  36 06 22.01200(N)    087 38 09.29400(W) AD(       ) 3
 GC2591
 GC2591.Superseded values are not recommended for survey control.
 GC2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2591.See file dsdata.txt to determine how the superseded data were derived.
 GC2591
 GC2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4276195912(NAD 83)
 GC2591_MARKER: 53 = ELEVATED TANK
 GC2591_SETTING: 0 = UNSPECIFIED SETTING
 GC2591
 GC2591  HISTORY     - Date     Condition        Report By
 GC2591  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2591  HISTORY     - 1972     GOOD             LOCENG
 GC2591  HISTORY     - 1988     GOOD             USPSQD
 GC2591
 GC2591                          STATION DESCRIPTION
 GC2591
 GC2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2591'STATION IS LOCATED IN THE SOUTHWEST SECTION OF MC EWEN.  IT IS A
 GC2591'4-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A WATER TANK
 GC2591'ATOP PAINTED SILVER.  A TRAVERSE CONNECTION WAS MADE FROM
 GC2591'TRIANGULATION STATION EWEN AND THE DISTANCE IS 13.87 METERS
 GC2591'(45.5 FEET).  THE POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER
 GC2591'OF THE BASE OF THE TANK.
 GC2591
 GC2591                          STATION RECOVERY (1972)
 GC2591
 GC2591'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2591'WATER TANK RECOVERED IN GOOD CONDITION.
 GC2591'
 GC2591'TANK IN GOOD CONDITION.
 GC2591'
 GC2591'DISTANCE AND DIRECTION FROM NEAREST TOWN IN MCEWEN.
 GC2591
 GC2591                          STATION RECOVERY (1988)
 GC2591
 GC2591'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2170 ***********************************************************************
 FZ2170  DESIGNATION -  MC QUEEN LOOKOUT TOWER
 FZ2170  PID         -  FZ2170
 FZ2170  STATE/COUNTY-  TN/SULLIVAN
 FZ2170  USGS QUAD   -  SHADY VALLEY (1988)
 FZ2170
 FZ2170                         *CURRENT SURVEY CONTROL
 FZ2170  ___________________________________________________________________
 FZ2170* NAD 83(1995)-  36 34 19.14897(N)    081 55 17.26704(W)     ADJUSTED  
 FZ2170* NAVD 88     -                                                        
 FZ2170  ___________________________________________________________________
 FZ2170  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FZ2170  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ2170
 FZ2170  HORZ ORDER  -  THIRD
 FZ2170
 FZ2170.The horizontal coordinates were established by classical geodetic methods
 FZ2170.and adjusted by the National Geodetic Survey in April 1999..
 FZ2170
 FZ2170
 FZ2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2170
 FZ2170.The geoid height was determined by GEOID03.
 FZ2170
 FZ2170;                    North         East     Units Scale Factor Converg.
 FZ2170;SPC TN       -   255,990.331   964,967.832   MT  1.00003124   +2 23 15.9
 FZ2170;SPC TN       -   839,861.61  3,165,898.63   sFT  1.00003124   +2 23 15.9
 FZ2170;SPC VA S     - 1,032,033.876 3,193,805.819   MT  1.00004104   -2 04 35.7
 FZ2170;SPC VA S     - 3,385,931.14 10,478,344.59   sFT  1.00004104   -2 04 35.7
 FZ2170;UTM  17      - 4,047,788.122   417,553.543   MT  0.99968374   -0 32 56.6
 FZ2170
 FZ2170                          SUPERSEDED SURVEY CONTROL
 FZ2170
 FZ2170  NAD 83(1995)-  36 34 19.14896(N)    081 55 17.26612(W) AD(       ) 4
 FZ2170  NAD 83(1995)-  36 34 19.16011(N)    081 55 17.26729(W) AD(       ) 4
 FZ2170  NAD 83(1986)-  36 34 19.16004(N)    081 55 17.26524(W) AD(       ) 4
 FZ2170  NAD 27      -  36 34 18.74615(N)    081 55 17.83025(W) AD(       ) 3
 FZ2170
 FZ2170.Superseded values are not recommended for survey control.
 FZ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2170.See file dsdata.txt to determine how the superseded data were derived.
 FZ2170
 FZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1755447788(NAD 83)
 FZ2170_MARKER: 57 = LOOKOUT TOWER
 FZ2170
 FZ2170  HISTORY     - Date     Condition        Report By
 FZ2170  HISTORY     - 1934     FIRST OBSERVED   CGS
 FZ2170  HISTORY     - 1958     GOOD             CGS
 FZ2170
 FZ2170                          STATION DESCRIPTION
 FZ2170
 FZ2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2170'A 40-FOOT STEEL STRUCTURE NEAR STATION MCQUEEN.
 FZ2170
 FZ2170                          STATION RECOVERY (1958)
 FZ2170
 FZ2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ2170'STATION IS LOCATED ABOUT 13.5 MILES EAST OF BRISTOL AND ABOUT 9.5
 FZ2170'MILES SOUTHEAST OF
 FZ2170'ABINGDON ON THE HIGHEST PART OF MCQUEEN KNOB.  THE POINT
 FZ2170'OF INTERSECTION WAS THE APEX OF
 FZ2170'THE ROOF OF THE GLASS ENCLOSED CABIN
 FZ2170'THAT IS MOUNTED ON FOUR STEEL LEGS.  THE LOOKOUT
 FZ2170'TOWER IS ABOUT 50
 FZ2170'FEET IN HEIGHT AND IS MAINTAINED BY THE U.  S.  FOREST SERVICE.  IT
 FZ2170'IS 8.230 METERS
 FZ2170'SOUTH SOUTHWEST OF STATION MCQUEEN.  1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1484 ***********************************************************************
 GD1484  DESIGNATION -  MCADAMS
 GD1484  PID         -  GD1484
 GD1484  STATE/COUNTY-  TN/CARROLL
 GD1484  USGS QUAD   -  HUNTINGDON (1983)
 GD1484
 GD1484                         *CURRENT SURVEY CONTROL
 GD1484  ___________________________________________________________________
 GD1484* NAD 83(1995)-  36 05 56.29983(N)    088 26 55.54682(W)     ADJUSTED  
 GD1484* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 GD1484  ___________________________________________________________________
 GD1484  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GD1484  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1484
 GD1484  HORZ ORDER  -  SECOND
 GD1484
 GD1484.The horizontal coordinates were established by classical geodetic methods
 GD1484.and adjusted by the National Geodetic Survey in April 1999..
 GD1484
 GD1484.The orthometric height was scaled from a topographic map.
 GD1484
 GD1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1484
 GD1484.The geoid height was determined by GEOID03.
 GD1484
 GD1484;                    North         East     Units Scale Factor Converg.
 GD1484;SPC TN       -   198,655.385   379,518.742   MT  0.99995905   -1 26 01.0
 GD1484;SPC TN       -   651,755.21  1,245,137.74   sFT  0.99995905   -1 26 01.0
 GD1484;UTM  16      - 3,995,897.574   369,585.496   MT  0.99980956   -0 51 13.3
 GD1484
 GD1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1484!SPC TN       -   0.99997777  x   0.99995905  =   0.99993682
 GD1484!UTM  16      -   0.99997777  x   0.99980956  =   0.99978733
 GD1484
 GD1484|---------------------------------------------------------------------|
 GD1484| PID    Reference Object                     Distance      Geod. Az  |
 GD1484|                                                           dddmmss.s |
 GD1484| CG4543 MCADAMS RM 1                         37.402 METERS 06945     |
 GD1484| GD1477 BRUCETON MUNICIPAL TANK             APPROX.19.8 KM 1112001.4 |
 GD1484| CG4542 MCADAMS AZ MK                                      1233948.4 |
 GD1484| GD1482 ALLEN                               APPROX. 9.0 KM 1335622.4 |
 GD1484| CG4544 MCADAMS RM 2                         53.557 METERS 18751     |
 GD1484| GD1490 MCKENZIE MUNICIPAL TANK             APPROX. 7.2 KM 2983728.3 |
 GD1484|---------------------------------------------------------------------|
 GD1484
 GD1484                          SUPERSEDED SURVEY CONTROL
 GD1484
 GD1484  NAD 83(1995)-  36 05 56.30118(N)    088 26 55.55291(W) AD(       ) 2
 GD1484  NAD 83(1995)-  36 05 56.30129(N)    088 26 55.55265(W) AD(       ) 2
 GD1484  NAD 83(1986)-  36 05 56.31019(N)    088 26 55.54575(W) AD(       ) 2
 GD1484  NAD 27      -  36 05 56.08800(N)    088 26 55.36500(W) AD(       ) 2
 GD1484
 GD1484.Superseded values are not recommended for survey control.
 GD1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1484.See file dsdata.txt to determine how the superseded data were derived.
 GD1484
 GD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6958595898(NAD 83)
 GD1484_MARKER: DS = TRIANGULATION STATION DISK
 GD1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1484
 GD1484  HISTORY     - Date     Condition        Report By
 GD1484  HISTORY     - 1934     MONUMENTED       CGS
 GD1484  HISTORY     - 1951     GOOD             CGS
 GD1484  HISTORY     - 1968     GOOD             CGS
 GD1484  HISTORY     - 1971     GOOD             LOCENG
 GD1484  HISTORY     - 1985     GOOD             USPSQD
 GD1484
 GD1484                          STATION DESCRIPTION
 GD1484
 GD1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1484'ABOUT 11-1/2 MILES NORTHEAST OF TREZEVANT, 6-1/2 MILES NORTH BY WEST
 GD1484'OF HUNTINGDON, 4-3/4 MILES SOUTHEAST OF MC KENZIE, AND ON PROPERTY
 GD1484'OF WADE MC ADAMS.  TO REACH FROM COURTHOUSE IN HUNTINGDON, FOLLOW
 GD1484'ROUTE 22 WEST 6.0 MILES, 2.0 MILES PAST LONG CONCRETE BRIDGE, TURN
 GD1484'RIGHT ONTO DIRT SIDE ROAD AT DOUBLE WHITE OAK ON RIGHT WHICH
 GD1484'DIVIDES INTO TWO TRUNKS ABOUT 10 FEET FROM GROUND AND GO 2.6
 GD1484'MILES, FOLLOW RIGHT FORK 0.7 MILE, TURN LEFT AT MR. COZARTS STORE
 GD1484'AND ROAD INTERSECTION AND GO 0.5 MILE, 0.15 MILE PAST MR. MC ADAMS
 GD1484'WHITE HOUSE ON LEFT, TURN LEFT INTO LANE AND GO 0.15 MILE TO HOUSE AT
 GD1484'TOP OF GRADE AND STATION SITE ON TOP OF CLEARED KNOLL, ABOUT 0.1
 GD1484'MILE SOUTH OF HOUSE ALONG NORTH-SOUTH FENCE LINE, 19 YARDS
 GD1484'SOUTHEAST OF FENCE CORNER, 14 YARDS SOUTH-SOUTHEAST OF 48-INCH OAK,
 GD1484'AND 10 YARDS NORTH-NORTHWEST OF 12-INCH WALNUT TREE.  SURFACE
 GD1484'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1484'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GD1484'REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON EAST-WEST FENCE
 GD1484'LINE BETWEEN TWO FIELDS, 120 FEET EAST OF FENCE CORNER, AND
 GD1484'122.71 FEET FROM STATION N 69 DEG 45 MIN E.  NO. 2 IS ALONG
 GD1484'EAST-WEST FENCE LINE, 6 YARDS WEST OF INTERSECTION WITH
 GD1484'NORTH-SOUTH FENCE LINE ON WHICH STATION IS LOCATED, AND 175.71 FEET
 GD1484'FROM STATION S 7 DEG 50 MIN W.  AZIMUTH MARK IS ACROSS ROAD
 GD1484'FROM STATION AND 9 YARDS EAST OF CENTER LINE THEREOF, IN CENTER OF
 GD1484'THREE ROADS AT ENTRANCE OF MR. COZARTS DRIVEWAY TO HOUSE 30 YARDS
 GD1484'SOUTH OF 40-INCH OAK, AND 0.3 MILE, 0.55 MILE BY ROAD, FROM
 GD1484'STATION S 56 DEG 20 MIN E.
 GD1484
 GD1484                          STATION RECOVERY (1951)
 GD1484
 GD1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GD1484'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 GD1484'CONDITION, THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE, WITH
 GD1484'THE EXCEPTION OF THE TO REACH DESCRIPTION.
 GD1484'
 GD1484'A NEW TO REACH DESCRIPTION FOLLOWS.
 GD1484'
 GD1484'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 GD1484'HUNTINGDON, GO NORTH-NORTHWEST ON STATE HIGHWAY NO. 22 FOR 4.05
 GD1484'MILES TO THE WEST END OF A LONG CONCRETE BRIDGE, CONTINUE
 GD1484'NORTH-NORTHWEST ON HIGHWAY FOR 2.1 MILES TO A SIDE ROAD TO RIGHT, AT
 GD1484'A WHITE OAK TREE ON RIGHT THAT FORKS ABOUT 10 FT. ABOVE THE GROUND,
 GD1484'TURN RIGHT AND GO NORTHEAST AND EAST ON THE MAIN TRAVELED
 GD1484'GRAVELED ROAD FOR 2.3 MILES TO A T INTERSECTION AND A STORE, TURN
 GD1484'LEFT AND GO NORTH FOR 0.4 MILE TO MR. WADE MC ADAMS HOUSE ON LEFT,
 GD1484'TURN LEFT INTO BARNLOT, JUST NORTH OF HOUSE, AND GO WEST TO A GATE AT
 GD1484'SOUTHWEST CORNER OF BARNLOT, TURN LEFT THROUGH GATE AND GO SOUTH
 GD1484'THROUGH ORCHARD FOR ABOUT 50 YARDS, THEN TURN RIGHT AND GO UPHILL
 GD1484'THROUGH PASTURE FOR ABOUT 0.15 MILE TO STATION, JUST SOUTH OF
 GD1484'A LARGE TREE.
 GD1484
 GD1484                          STATION RECOVERY (1968)
 GD1484
 GD1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1484'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1484'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GD1484'DESTROYED BY COUNTY ROAD CONSTRUCTION IN 1952 AND THE CONCRETE
 GD1484'MONUMENT WITH THE DISK INTACT HAS BEEN RETAINED BY MR. C. A.
 GD1484'BARKSDALE SINCE THAT TIME.  THE DISK WAS RECOVERED.  POLARIS
 GD1484'OBSERVATIONS WILL BE NECESSARY TO ESTABLISH A NEW AZIMUTH MARK
 GD1484'FOR THIS STATION.
 GD1484'
 GD1484'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1484'
 GD1484'THE STATION IS LOCATED ATOP A LOW, FLAT HILL, ABOUT 11-1/2 MILES
 GD1484'NORTHEAST OF TREZEVANT, 6-1/2 MILES NORTH-NORTHWEST OF HUNTINGDON, 5
 GD1484'MILES SOUTHEAST OF MC KENZIE, AND ON THE PROPERTY OF MR. WADE
 GD1484'MC ADAMS.
 GD1484'
 GD1484'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE CARROLL COUNTY
 GD1484'COURTHOUSE IN HUNTINGDON, GO NORTH-NORTHWESTERLY ON STATE ROUTE 22
 GD1484'FOR 6.15 MILES TO A PAVED ROAD ON THE RIGHT DIRECTLY ACROSS THE
 GD1484'HIGHWAY FROM THE CARROLL DRIVE-IN MOVIE SCREEN.  HERE TURN RIGHT
 GD1484'ON THE PAVED ROAD AND GO EAST, NORTH, AND EAST-SOUTHEAST FOR 2.3
 GD1484'MILES TO A PAVED T CROSSROAD AND A STORE STRAIGHT AHEAD.  HERE TURN
 GD1484'LEFT ON THE PAVED ROAD AND GO NORTHERLY FOR 0.4 OF A MILE TO THE
 GD1484'WADE MC ADAMS FARM BUILDINGS AND A DRIVE ON THE LEFT, TURN LEFT
 GD1484'ONTO THIS DRIVE AND GO NORTHWEST FOR 0.05 OF A MILE TO A WOODEN
 GD1484'GATE JUST SOUTH OF A CONCRETE BLOCK BUILDING.  PASS THROUGH THIS GATE
 GD1484'AND FOLLOW THE MEANDERING TRACK ROAD IN A GENERAL WESTERLY
 GD1484'DIRECTION FOR 0.2 OF A MILE TO AN OLD ABANDONED HOUSE ON THE LEFT AND
 GD1484'A WIRE GATE ON THE LEFT JUST WEST OF THE HOUSE.  HERE TURN LEFT,
 GD1484'PASSING THROUGH THE WIRE GATE AND GO SOUTH ALONG THE WEST SIDE
 GD1484'OF THE FENCE FOR 0.15 OF A MILE TO A LARGE WHITE OAK TREE ON THE
 GD1484'LEFT AND THE STATION ON THE LEFT EAST OF THE FENCE AS DESCRIBED.
 GD1484'
 GD1484'THE STATION IS 180 FEET NORTH OF A SOUTHEAST FENCE CORNER POST, 39
 GD1484'FEET SOUTH OF A 55-INCH WHITE OAK TREE, 31.5 FEET NORTH OF AN
 GD1484'18-INCH BLACK WALNUT TREE, 11 FEET EAST OF A FENCE, 8 FEET WEST OF
 GD1484'AN 8-INCH BLACK WALNUT TREE, AND 0.9 OF A FOOT WEST OF A METAL
 GD1484'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1484'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 GD1484'THE DISK IS STAMPED MC ADAMS 1934.
 GD1484'
 GD1484'REFERENCE MARK NO. 1 IS IN A CULTIVATED FIELD, NOW OVERRIDDEN WITH
 GD1484'JOHNSON GRASS, 103 FEET EAST OF THE 55-INCH WHITE OAK TREE, 3 FEET
 GD1484'WEST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH, AND 0.9 OF A
 GD1484'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1484'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1484'4 INCHES AND THE DISK IS STAMPED MC ADAMS NO 1 1934.
 GD1484'
 GD1484'REFERENCE MARK NO. 2 IS ACROSS THE FENCE FROM THE STATION IN THE
 GD1484'SOUTHEAST CORNER OF A PASTURE, 5 FEET NORTHWEST OF THE SOUTHEAST
 GD1484'FENCE CORNER POST, 4.5 FEET NORTH OF A FENCE, 4 FEET WEST OF A
 GD1484'FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1484'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1484'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED MC ADAMS NO 2
 GD1484'1934.
 GD1484'
 GD1484'DUE TO THE DENSE STAND OF JOHNSON GRASS AND THICK VINES IN THE FENCE
 GD1484'ROW, THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND THE
 GD1484'REFERENCE MARKS WAS NOT VERIFIED, NOR THE REFERENCE MARKS MEASURED
 GD1484'BETWEEN.
 GD1484'
 GD1484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1484'SOUTHEAST OF MC KENZIE.
 GD1484
 GD1484                          STATION RECOVERY (1971)
 GD1484
 GD1484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1484'MCADAMS STATION MARK RECOVERED IN GOOD CONDITION.
 GD1484'
 GD1484'MCADAMS 1934 FOUND STAMPED ON THE POINT.
 GD1484'
 GD1484'REF. MKS. GOOD.
 GD1484'COULD NOT FIND AZ. MK.-BELIEVE DESTROYED BY RD. CONSTRUCTION.
 GD1484'
 GD1484'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.85 MI. S. E. OF MCKENZIE.
 GD1484
 GD1484                          STATION RECOVERY (1985)
 GD1484
 GD1484'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2528 ***********************************************************************
 GC2528  DESIGNATION -  MCADOO
 GC2528  PID         -  GC2528
 GC2528  STATE/COUNTY-  TN/MONTGOMERY
 GC2528  USGS QUAD   -  HENRIETTA (1983)
 GC2528
 GC2528                         *CURRENT SURVEY CONTROL
 GC2528  ___________________________________________________________________
 GC2528* NAD 83(1995)-  36 27 37.73197(N)    087 08 43.17050(W)     ADJUSTED  
 GC2528* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GC2528  ___________________________________________________________________
 GC2528  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GC2528  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2528
 GC2528  HORZ ORDER  -  THIRD
 GC2528
 GC2528.The horizontal coordinates were established by classical geodetic methods
 GC2528.and adjusted by the National Geodetic Survey in April 1999..
 GC2528
 GC2528.The orthometric height was scaled from a topographic map.
 GC2528
 GC2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2528
 GC2528.The geoid height was determined by GEOID03.
 GC2528
 GC2528;                    North         East     Units Scale Factor Converg.
 GC2528;SPC TN       -   236,611.373   497,338.457   MT  1.00000806   -0 40 13.9
 GC2528;SPC TN       -   776,282.48  1,631,684.59   sFT  1.00000806   -0 40 13.9
 GC2528;UTM  16      - 4,035,034.320   486,978.754   MT  0.99960209   -0 05 10.9
 GC2528
 GC2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2528!SPC TN       -   0.99997230  x   1.00000806  =   0.99998036
 GC2528!UTM  16      -   0.99997230  x   0.99960209  =   0.99957440
 GC2528
 GC2528|---------------------------------------------------------------------|
 GC2528| PID    Reference Object                     Distance      Geod. Az  |
 GC2528|                                                           dddmmss.s |
 GC2528| CG6887 MCADOO RM 1                          21.704 METERS 05109     |
 GC2528| CG6886 MCADOO AZ MK                                       2110622.8 |
 GC2528| CG6888 MCADOO RM 2                          27.713 METERS 27206     |
 GC2528|---------------------------------------------------------------------|
 GC2528
 GC2528                          SUPERSEDED SURVEY CONTROL
 GC2528
 GC2528  NAD 83(1995)-  36 27 37.73283(N)    087 08 43.17217(W) AD(       ) 3
 GC2528  NAD 83(1995)-  36 27 37.73661(N)    087 08 43.17361(W) AD(       ) 3
 GC2528  NAD 83(1986)-  36 27 37.74153(N)    087 08 43.17402(W) AD(       ) 3
 GC2528  NAD 27      -  36 27 37.56600(N)    087 08 43.15600(W) AD(       ) 3
 GC2528
 GC2528.Superseded values are not recommended for survey control.
 GC2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2528.See file dsdata.txt to determine how the superseded data were derived.
 GC2528
 GC2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8697935034(NAD 83)
 GC2528_MARKER: DS = TRIANGULATION STATION DISK
 GC2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2528
 GC2528  HISTORY     - Date     Condition        Report By
 GC2528  HISTORY     - 1953     MONUMENTED       CGS
 GC2528
 GC2528                          STATION DESCRIPTION
 GC2528
 GC2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2528'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF PLEASANT VIEW, ON
 GC2528'PROPERTY OWNED BY E.D. FORT.  IT IS 47 FEET SOUTHEAST OF THE
 GC2528'SOUTHEAST CORNER OF A BARN, 32 FEET WEST OF A 24 INCH OAK TREE, 16
 GC2528'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 11 FEET NORTH OF A
 GC2528'WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 GC2528'STAMPED MC ADOO 1953.
 GC2528'
 GC2528'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 GC2528'5 FEET SOUTH OF A FENCE LINE AND 4 FEET WEST OF A 24 INCH OAK TREE.
 GC2528'THE MARK IS FLUSH AND THE DISK IS STAMPED MC ADOO NO 1 1953.
 GC2528'
 GC2528'REFERENCE MARK NO. 2 IS 32 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2528'THE BARN, 9 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 4 FEET
 GC2528'NORTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2528'MC ADOO NO 2 1953.
 GC2528'
 GC2528'AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GC2528'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2528'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MC ADOO 1953.
 GC2528'
 GC2528'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 A AND STATE
 GC2528'HIGHWAY 49 IN PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41 A
 GC2528'FOR 7.45 MILES TO A SMALL HOUSE AND A DIM TRACK ROAD ON THE LEFT.
 GC2528'*TURN LEFT ON DIM TRACK ROAD FOR 0.1 MILE TO A BARN AND STATION
 GC2528'AS DESCRIBED.
 GC2528'
 GC2528'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO NORTHWEST ON HIGHWAY
 GC2528'41 A FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.2
 GC2528'MILE TO CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A SIDE
 GC2528'ROAD LEFT, TURN LEFT FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 GC2528'DESCRIBED.
 GC2528'
 GC2528'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0418 ***********************************************************************
 FD0418  DESIGNATION -  MCAFEE
 FD0418  PID         -  FD0418
 FD0418  STATE/COUNTY-  TN/GILES
 FD0418  USGS QUAD   -  TARPLEY (1982)
 FD0418
 FD0418                         *CURRENT SURVEY CONTROL
 FD0418  ___________________________________________________________________
 FD0418* NAD 83(1995)-  35 11 47.02602(N)    086 52 59.60540(W)     ADJUSTED  
 FD0418* NAVD 88     -       318.913  (meters)    1046.30   (feet)  ADJUSTED  
 FD0418  ___________________________________________________________________
 FD0418  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FD0418  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0418  DYNAMIC HT  -         318.616 (meters)    1045.33  (feet)  COMP
 FD0418  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0418
 FD0418  HORZ ORDER  -  SECOND
 FD0418  VERT ORDER  -  SECOND    CLASS 0
 FD0418
 FD0418.The horizontal coordinates were established by classical geodetic methods
 FD0418.and adjusted by the National Geodetic Survey in April 1999..
 FD0418
 FD0418.The orthometric height was determined by differential leveling
 FD0418.and adjusted by the National Geodetic Survey in June 1991..
 FD0418
 FD0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0418
 FD0418.The geoid height was determined by GEOID03.
 FD0418
 FD0418.The dynamic height is computed by dividing the NAVD 88
 FD0418.geopotential number by the normal gravity value computed on the
 FD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0418.degrees latitude (g = 980.6199 gals.).
 FD0418
 FD0418.The modeled gravity was interpolated from observed gravity values.
 FD0418
 FD0418;                    North         East     Units Scale Factor Converg.
 FD0418;SPC TN       -    96,120.399   519,565.541   MT  1.00000989   -0 31 01.5
 FD0418;SPC TN       -   315,355.01  1,704,607.95   sFT  1.00000989   -0 31 01.5
 FD0418;UTM  16      - 3,894,829.244   510,630.507   MT  0.99960139   +0 04 02.3
 FD0418
 FD0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0418!SPC TN       -   0.99995429  x   1.00000989  =   0.99996418
 FD0418!UTM  16      -   0.99995429  x   0.99960139  =   0.99955569
 FD0418
 FD0418:                Primary Azimuth Mark                     Grid Az
 FD0418:SPC TN       -  ROUND                                    114 51 17.1
 FD0418:UTM  16      -  ROUND                                    114 16 13.3
 FD0418
 FD0418|---------------------------------------------------------------------|
 FD0418| PID    Reference Object                     Distance      Geod. Az  |
 FD0418|                                                           dddmmss.s |
 FD0418| FD0421 ROUND                               APPROX. 0.9 KM 1142015.6 |
 FD0418| FD0419 MCAFEE RM 1                          25.744 METERS 15544     |
 FD0418| FD0417 MCAFEE RM 2                          22.251 METERS 34101     |
 FD0418|---------------------------------------------------------------------|
 FD0418
 FD0418                          SUPERSEDED SURVEY CONTROL
 FD0418
 FD0418  NAD 83(1995)-  35 11 47.02789(N)    086 52 59.60527(W) AD(       ) 2
 FD0418  NAD 83(1995)-  35 11 47.03082(N)    086 52 59.60822(W) AD(       ) 2
 FD0418  NAD 83(1986)-  35 11 47.03481(N)    086 52 59.60653(W) AD(       ) 2
 FD0418  NAD 27      -  35 11 46.74930(N)    086 52 59.59610(W) AD(       ) 2
 FD0418  NGVD 29 (??/??/92)  318.887  (m)         1046.22   (f) ADJ UNCH    2 0
 FD0418
 FD0418.Superseded values are not recommended for survey control.
 FD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0418.See file dsdata.txt to determine how the superseded data were derived.
 FD0418
 FD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1063194829(NAD 83)
 FD0418_MARKER: DE = TRAVERSE STATION DISK
 FD0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0418_STAMPING: MCAFEE 1960
 FD0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0418+STABILITY: SURFACE MOTION
 FD0418
 FD0418  HISTORY     - Date     Condition        Report By
 FD0418  HISTORY     - 1960     MONUMENTED       CGS
 FD0418  HISTORY     - 1960     GOOD             CGS
 FD0418
 FD0418                          STATION DESCRIPTION
 FD0418
 FD0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0418'THE STATION IS LOCATED ABOUT 8 MILES EAST OF PULASKI, 2 MILES WEST OF
 FD0418'FRANKEWING AND ON
 FD0418'PROPERTY OWNED BY MR T M MCAFEE.
 FD0418'
 FD0418'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEWING, GO SOUTHWEST
 FD0418'FOR 0.05 MILE TO U S
 FD0418'HIGHWAY 64, TURN RIGHT, WEST, FOR 2.0 MILES TO THE TOP OF
 FD0418'THE HILL, TURN SHARP LEFT,
 FD0418'EAST, FOR 0.05 MILE TO THE STATION ON THE
 FD0418'RIGHT.
 FD0418'
 FD0418'STATION MARK IS 33 FEET WEST OF THE CENTER OF THE OILED ROAD, 10 FEET
 FD0418'WEST OF THE WIRE FENCE,
 FD0418'2.4 FEET SOUTH OF THE WITNESS SIGN AND 1 FOOT EAST OF
 FD0418'THE WIRE FENCE.  THE MARK IS A
 FD0418'STANDARD TRAVERSE DISK SET IN THE TOP
 FD0418'OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 FD0418'MCAFEE 1960.
 FD0418'
 FD0418'REFERENCE MARK NO 1 IS 33 FEET WEST OF THE CENTER OF THE OILED ROAD,
 FD0418'10 FEET WEST OF THE WIRE
 FD0418'FENCE AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS
 FD0418'A STANDARD DISK SET IN THE TOP OF A
 FD0418'CONCRETE POST, PROJECTS 2 INCHES
 FD0418'AND IS STAMPED MCAFEE NO 1 1960.
 FD0418'
 FD0418'REFERENCE MARK NO 2 IS 33 FEET WEST OF THE CENTER OF THE OILED ROAD,
 FD0418'10 FEET WEST OF
 FD0418'THE WIRE FENCE AND 1 FOOT EAST OF A WIRE FENCE.  THE
 FD0418'MARK IS A STANDARD DISK SET IN THE
 FD0418'TOP OF A CONCRETE POST, PROJECTS 2
 FD0418'INCHES AND IS STAMPED MCAFEE NO 2 1960.
 FD0418'
 FD0418'TRAVERSE STATION ROUND WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD0418'DESCRIPTION THEREOF.
 FD0418'
 FD0418'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 FD0418
 FD0418                          STATION RECOVERY (1960)
 FD0418
 FD0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0418'4.4 MI N FROM BUNKER HILL.
 FD0418'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0418'FOR 4.35 MILES TO THE CREST OF A HILL.  THE STATION MARK IS
 FD0418'0.1 MILE SOUTH OF U.S. HIGHWAY 64, 33 FT. WEST OF THE CENTER
 FD0418'OF THE PAVED ROAD, 10 FT. WEST OF A WIRE FENCE, 2.4 FT. SOUTH
 FD0418'OF A WITNESS SIGN AND 1 FT. EAST OF A WIRE FENCE.  THE DISK IS
 FD0418'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0419 ***********************************************************************
 FD0419  DESIGNATION -  MCAFEE RM 1
 FD0419  PID         -  FD0419
 FD0419  STATE/COUNTY-  TN/GILES
 FD0419  USGS QUAD   -  TARPLEY (1982)
 FD0419
 FD0419                         *CURRENT SURVEY CONTROL
 FD0419  ___________________________________________________________________
 FD0419* NAD 83(1986)-  35 11 47.     (N)    086 52 59.     (W)     SCALED    
 FD0419* NAVD 88     -       317.562  (meters)    1041.87   (feet)  ADJUSTED  
 FD0419  ___________________________________________________________________
 FD0419  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0419  DYNAMIC HT  -         317.267 (meters)    1040.90  (feet)  COMP
 FD0419  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0419
 FD0419  VERT ORDER  -  SECOND    CLASS 0
 FD0419
 FD0419.The horizontal coordinates were scaled from a topographic map and have
 FD0419.an estimated accuracy of +/- 6 seconds.
 FD0419
 FD0419.The orthometric height was determined by differential leveling
 FD0419.and adjusted by the National Geodetic Survey in June 1991..
 FD0419
 FD0419.The geoid height was determined by GEOID03.
 FD0419
 FD0419.The dynamic height is computed by dividing the NAVD 88
 FD0419.geopotential number by the normal gravity value computed on the
 FD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0419.degrees latitude (g = 980.6199 gals.).
 FD0419
 FD0419.The modeled gravity was interpolated from observed gravity values.
 FD0419
 FD0419;                    North         East    Units  Estimated Accuracy
 FD0419;SPC TN       -    96,120.      519,580.      MT  (+/- 180 meters Scaled)
 FD0419
 FD0419                          SUPERSEDED SURVEY CONTROL
 FD0419
 FD0419  NGVD 29 (??/??/92)  317.536  (m)         1041.78   (f) ADJ UNCH    2 0
 FD0419
 FD0419.Superseded values are not recommended for survey control.
 FD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0419.See file dsdata.txt to determine how the superseded data were derived.
 FD0419
 FD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106948(NAD 83)
 FD0419_MARKER: DR = REFERENCE MARK DISK
 FD0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0419_STAMPING: MCAFEE NO 1 1960
 FD0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0419+STABILITY: SURFACE MOTION
 FD0419
 FD0419  HISTORY     - Date     Condition        Report By
 FD0419  HISTORY     - 1960     MONUMENTED       CGS
 FD0419
 FD0419                          STATION DESCRIPTION
 FD0419
 FD0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0419'4.4 MI N FROM BUNKER HILL.
 FD0419'THIS MARK IS LOCATED AT THE MCAFEE 1960 STATION SITE, 84.5 FT.
 FD0419'SOUTH OF THE STATION MARK, 33 FT. WEST OF THE CENTER OF THE PAVED
 FD0419'ROAD, 10 FT. WEST OF A WIRE FENCE AND 1 FT. EAST OF A WIRE
 FD0419'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS
 FD0419'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0417 ***********************************************************************
 FD0417  DESIGNATION -  MCAFEE RM 2
 FD0417  PID         -  FD0417
 FD0417  STATE/COUNTY-  TN/GILES
 FD0417  USGS QUAD   -  TARPLEY (1982)
 FD0417
 FD0417                         *CURRENT SURVEY CONTROL
 FD0417  ___________________________________________________________________
 FD0417* NAD 83(1986)-  35 11 47.     (N)    086 52 59.     (W)     SCALED    
 FD0417* NAVD 88     -       319.045  (meters)    1046.73   (feet)  ADJUSTED  
 FD0417  ___________________________________________________________________
 FD0417  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0417  DYNAMIC HT  -         318.749 (meters)    1045.76  (feet)  COMP
 FD0417  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0417
 FD0417  VERT ORDER  -  SECOND    CLASS 0
 FD0417
 FD0417.The horizontal coordinates were scaled from a topographic map and have
 FD0417.an estimated accuracy of +/- 6 seconds.
 FD0417
 FD0417.The orthometric height was determined by differential leveling
 FD0417.and adjusted by the National Geodetic Survey in June 1991..
 FD0417
 FD0417.The geoid height was determined by GEOID03.
 FD0417
 FD0417.The dynamic height is computed by dividing the NAVD 88
 FD0417.geopotential number by the normal gravity value computed on the
 FD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0417.degrees latitude (g = 980.6199 gals.).
 FD0417
 FD0417.The modeled gravity was interpolated from observed gravity values.
 FD0417
 FD0417;                    North         East    Units  Estimated Accuracy
 FD0417;SPC TN       -    96,120.      519,580.      MT  (+/- 180 meters Scaled)
 FD0417
 FD0417                          SUPERSEDED SURVEY CONTROL
 FD0417
 FD0417  NGVD 29 (??/??/92)  319.019  (m)         1046.65   (f) ADJ UNCH    2 0
 FD0417
 FD0417.Superseded values are not recommended for survey control.
 FD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0417.See file dsdata.txt to determine how the superseded data were derived.
 FD0417
 FD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106948(NAD 83)
 FD0417_MARKER: DR = REFERENCE MARK DISK
 FD0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0417_STAMPING: MCAFEE NO 2 1960
 FD0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0417+STABILITY: SURFACE MOTION
 FD0417
 FD0417  HISTORY     - Date     Condition        Report By
 FD0417  HISTORY     - 1960     MONUMENTED       CGS
 FD0417
 FD0417                          STATION DESCRIPTION
 FD0417
 FD0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0417'4.4 MI N FROM BUNKER HILL.
 FD0417'THIS MARK IS LOCATED AT THE MCAFEE 1960 STATION SITE, 73 FT.
 FD0417'NORTH OF THE STATION MARK, 33 FT. WEST OF THE CENTER OF THE
 FD0417'PAVED ROAD, 10 FT. WEST OF A WIRE FENCE AND 1 FT. EAST OF A
 FD0417'WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0417'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2627 ***********************************************************************
 FB2627  DESIGNATION -  MCBEE
 FB2627  PID         -  FB2627
 FB2627  STATE/COUNTY-  TN/SEVIER
 FB2627  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2627
 FB2627                         *CURRENT SURVEY CONTROL
 FB2627  ___________________________________________________________________
 FB2627* NAD 83(1995)-  35 57 23.55793(N)    083 34 43.52100(W)     ADJUSTED  
 FB2627* NAVD 88     -       418.4    (meters)    1373.     (feet)  VERTCON   
 FB2627  ___________________________________________________________________
 FB2627  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FB2627  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2627
 FB2627  HORZ ORDER  -  SECOND
 FB2627
 FB2627.The horizontal coordinates were established by classical geodetic methods
 FB2627.and adjusted by the National Geodetic Survey in April 1999..
 FB2627
 FB2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2627
 FB2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2627
 FB2627.The geoid height was determined by GEOID03.
 FB2627
 FB2627;                    North         East     Units Scale Factor Converg.
 FB2627;SPC TN       -   182,795.519   818,394.957   MT  0.99995068   +1 25 03.0
 FB2627;SPC TN       -   599,721.63  2,685,017.45   sFT  0.99995068   +1 25 03.0
 FB2627;UTM  17      - 3,982,202.846   267,430.838   MT  1.00026653   -1 30 53.5
 FB2627
 FB2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2627!SPC TN       -   0.99993915  x   0.99995068  =   0.99988984
 FB2627!UTM  17      -   0.99993915  x   1.00026653  =   1.00020567
 FB2627
 FB2627|---------------------------------------------------------------------|
 FB2627| PID    Reference Object                     Distance      Geod. Az  |
 FB2627|                                                           dddmmss.s |
 FB2627| CZ4915 MCBEE RM 3                           14.840 METERS 01014     |
 FB2627| CZ4913 MCBEE RM 1                           31.574 METERS 03250     |
 FB2627| FB2626 DOUGLAS DAM WATER TANK              APPROX. 3.5 KM 0714842.5 |
 FB2627| CZ4916 MCBEE RM 4                           12.304 METERS 10503     |
 FB2627| CZ4912 MCBEE AZ MK                                        1084853.6 |
 FB2627| CZ4914 MCBEE RM 2                           25.055 METERS 10946     |
 FB2627|---------------------------------------------------------------------|
 FB2627
 FB2627                          SUPERSEDED SURVEY CONTROL
 FB2627
 FB2627  NAD 83(1995)-  35 57 23.56512(N)    083 34 43.52278(W) AD(       ) 2
 FB2627  NAD 83(1986)-  35 57 23.56987(N)    083 34 43.52197(W) AD(       ) 2
 FB2627  NAD 27      -  35 57 23.25400(N)    083 34 43.91300(W) AD(       ) 2
 FB2627  NGVD 29 (07/19/86)  418.6    (m)         1373.     (f) VERT ANG       
 FB2627
 FB2627.Superseded values are not recommended for survey control.
 FB2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2627.See file dsdata.txt to determine how the superseded data were derived.
 FB2627
 FB2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6743182203(NAD 83)
 FB2627_MARKER: DS = TRIANGULATION STATION DISK
 FB2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB2627
 FB2627  HISTORY     - Date     Condition        Report By
 FB2627  HISTORY     - 1934     MONUMENTED       CGS
 FB2627  HISTORY     - 1947     GOOD             CGS
 FB2627  HISTORY     - 1949     GOOD             TVA
 FB2627  HISTORY     - 1961     GOOD             CGS
 FB2627  HISTORY     - 1972     GOOD             TVA
 FB2627
 FB2627                          STATION DESCRIPTION
 FB2627
 FB2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FB2627'ABOUT 7-3/4 MILES EAST-SOUTHEAST OF THORNGROVE, 6-1/4 MILES
 FB2627'NORTH-NORTHWEST OF SEVIERVILLE, 1-1/4 MILES NORTH OF FERRY ACROSS
 FB2627'FRENCH BROAD RIVER BETWEEN KODAK AND SEVIERVILLE, 3/4 MILE
 FB2627'EAST-SOUTHEAST OF KODAK POST OFFICE, ON HIGH KNOLL, ON PROPERTY OF
 FB2627'CLARA BRYANT MCBEE, AT WEST EDGE OF CULTIVATED FIELD, 30.5 FEET
 FB2627'EAST-NORTHEAST OF 24-INCH TRIANGLE-BLAZED OAK TREE, AND 26.3 FEET
 FB2627'SOUTH-SOUTHEAST OF FENCE CORNER.  TO REACH FROM JUNCTION OF U.S.
 FB2627'ROUTES 11E AND 70 ABOUT 10 MILES EAST OF KNOXVILLE, FOLLOW ROUTE
 FB2627'70 EAST 0.65 MILE TO TEXACO GAS STATION AND TOURIST STATION ON LEFT
 FB2627'AT GRAVEL CROSSROADS, TURN RIGHT AND GO 0.25 MILE, KEEP LEFT
 FB2627'FORK AND GO 0.85 MILE, KEEP TO LEFT ON GRAVEL ROAD AND GO 0.95 MILE,
 FB2627'TURN LEFT ONTO ASPHALT ROAD AT J.M. SMITHS STORE AT THORNGROVE AND GO
 FB2627'0.5 MILE, KEEP TO LEFT JUST AFTER PASSING 2-STORY HOUSE ON RIGHT,
 FB2627'FOLLOW MAIN ROAD AHEAD 5.1 MILES KEEPING STRAIGHT AHEAD AT CROSSROADS
 FB2627'AT WARRENS STORE AND OLD KODAK, GO 1.85 MILES AND TURN LEFT ONTO
 FB2627'GRAVEL ROAD AT SMALL COTTAGE ON RIGHT, GO 2.35 MILES (1.0 MILE BEYOND
 FB2627'KODAK POST OFFICE), TURN RIGHT ONTO GRAVEL ROAD JUST AFTER CROSSING
 FB2627'WOODEN BRIDGE AND GO 0.25 MILE TO J.W. CARMICHAELS HOME AND BARN ON
 FB2627'LEFT AT OLD FIELD ROAD, TURN RIGHT AND FOLLOW OLD FIELD ROAD 0.3
 FB2627'MILE TO TOP OF HILL AND STATION.  SURFACE AND UNDERGROUND
 FB2627'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FB2627'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FB2627'CONCRETE.  NO. 1 IS 88-1/2 FEET NORTH OF EAST-AND-WEST
 FB2627'FENCE, 61-1/2 FEET EAST OF NORTH- AND-SOUTH FENCE, AND ABOUT 4
 FB2627'FEET LOWER THAN AND 103.59 FEET FROM STATION 32 DEG 50 MIN E.
 FB2627'NO. 2 IS ON DOWN SLOPE OF HILL, 2-1/2 FEET NORTH OF WIRE
 FB2627'FENCE, AND 82.20 FEET FROM STATION S 70 DEG 14 MIN E.
 FB2627'AZIMUTH MARK IS 1/2 MILE ALONG MAIN ROAD FROM ROAD LEADING TO
 FB2627'STATION, 15 FEET WEST OF CENTER OF ROAD, DIRECTLY BELOW TELEPHONE
 FB2627'LINE, JUST INSIDE FENCE AT ENTRANCE TO MEADOW, AND ABOUT 0.6 MILE
 FB2627'FROM STATION.  STATION ENGLISH
 FB2627'(SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM
 FB2627'GROUND AT STATION.
 FB2627
 FB2627                          STATION RECOVERY (1947)
 FB2627
 FB2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JH)
 FB2627'STATION IS IN GOOD CONDITION, EXCEPT THE WOODEN TOWER AND FLAG.  THE
 FB2627'TOWER IS BEGINNING TO GET A LITTLE WEAK DUE TO THE WEATHER AND THE
 FB2627'FLAG HAS BEEN DESTROYED BY WIND AND RAIN.
 FB2627
 FB2627                          STATION RECOVERY (1949)
 FB2627
 FB2627'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (SL)
 FB2627'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 FB2627'CONDITION.  DESCRIPTION IS ADEQUATE.
 FB2627'
 FB2627'STATION IS LOCATED 6-1/4 MILES NNW OF SEVIERVILLE.  THE DISK IS
 FB2627'STAMPED MCBEE 1934.
 FB2627'
 FB2627'CONTROL MARKER SIGN IS SET 1.0 FOOT SW OF THE STATION.
 FB2627'
 FB2627'A 15-FOOT TRIANGULATION TOWER IS STILL STANDING.
 FB2627'
 FB2627'REFERENCE MARK 1 IS 62 FEET E OF THE WOODS LINE (N-S) INSTEAD OF E OF
 FB2627'THE N-S FENCE.
 FB2627'
 FB2627'REFERENCE MARK 2 IS 6 FEET S OF THE WIRE FENCE.
 FB2627'
 FB2627'AZIMUTH MARK IS 1.4 FEET W OF THE FENCE POST AT THE S END OF THE GAP,
 FB2627'24.5 FEET S OF THE FIRST POWER POLE ON THE W SIDE OF THE ROAD.  A
 FB2627'CONTROL MARKER SIGN IS SET 1.0 FOOT S OF THE MARK.  DELETE WORDS
 FB2627'DIRECTLY BELOW TELEPHONE LINE IN THE PREVIOUS DESCRIPTION.
 FB2627
 FB2627                          STATION RECOVERY (1961)
 FB2627
 FB2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2627'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 FB2627'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FB2627'WERE FOUND LAYING HORIZONTALLY NEAR THEIR ORIGINAL POSITION.  THIS
 FB2627'PARTY RESET THESE MONUMENTS AND EFFACED THE ORIGINAL NUMBERING AND
 FB2627'STAMPED THE DISKS NO. 3 AND NO. 4.  FOLLOWING IS A NEW AND COMPLETE
 FB2627'DESCRIPTION.
 FB2627'
 FB2627'THE STATION IS LOCATED ON THE PROPERTY OF MR. TROY CATE, ABOUT 7-3/4
 FB2627'MILES SOUTHEAST OF THORNGROVE, ABOUT 6 MILES NORTH OF SEVIERVILLE
 FB2627'AND ABOUT 3/4 MILE SOUTHEAST OF THE KODAK POST OFFICE.
 FB2627'
 FB2627'TO REACH THE STATION FROM THE KODAK POST OFFICE, GO EAST ON STATE
 FB2627'HIGHWAY 139 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 FB2627'THE GRAVELED ROAD AND GO 0.25 MILE TO A BARN ON THE LEFT AND A WIRE
 FB2627'GAP ON THE RIGHT, * TURN RIGHT AND PASS THROUGH WIRE GAP AND GO
 FB2627'WEST FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO 0.05 MILE
 FB2627'TO ANOTHER WIRE GATE, CONTINUE WESTERLY ALONG FENCE FOR 0.1
 FB2627'MILE TO THE EDGE OF TIMBER, TURN LEFT FOLLOWING ALONG THE EAST EDGE
 FB2627'OF TIMBER LINE TO THE TOP OF THE HILL AND THE STATION AS
 FB2627'DESCRIBED.
 FB2627'
 FB2627'THE STATION MARK IS A STANDARD DISK, STAMPED MCBEE 1934, SET IN A
 FB2627'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 53 FEET SOUTH OF
 FB2627'A TRIANGULAR BLAZED TWIN TRUNK TREE, 1 FOOT NORTH OF AN EAST-WEST
 FB2627'FENCE LINE, 1.0 FOOT NORTHEAST OF A WITNESS SIGN AND IN THE
 FB2627'SOUTHWEST CORNER OF A CULTIVATED FIELD.
 FB2627'
 FB2627'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MCBEE NO 3 1934, SET
 FB2627'IN A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 20 FEET EAST
 FB2627'OF A TRIANGULAR BLAZED TWIN TRUNK TREE, SET AT THE WEST EDGE OF THE
 FB2627'CULTIVATED FIELD AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FB2627'
 FB2627'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED MCBEE NO 4 1934, SET
 FB2627'IN A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 2.1 FEET
 FB2627'NORTHWEST OF A FENCE POST, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE
 FB2627'AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 FB2627'
 FB2627'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED MCBEE AZI
 FB2627'1934, SET IN A CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT
 FB2627'IS 24.5 FEET SOUTH OF TELEPHONE POLE NO. 9, 15 FEET WEST OF THE
 FB2627'CENTER OF A GRAVELED ROAD, 2.4 FEET NORTHWEST OF A FENCE
 FB2627'POST AND 1.1 FEET NORTH OF A WITNESS SIGN.
 FB2627'
 FB2627'*TO REACH THE AZIMUTH MARK FROM THE BARN ON THE LEFT AND A WIRE GAP
 FB2627'ON THE RIGHT, CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.45
 FB2627'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FB2627'
 FB2627'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FB2627
 FB2627                          STATION RECOVERY (1972)
 FB2627
 FB2627'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JW)
 FB2627'STATION RECOVERED IN GOOD CONDITION.
 FB2627'
 FB2627'DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1268 ***********************************************************************
 FC1268  DESIGNATION -  MCBRIEN
 FC1268  PID         -  FC1268
 FC1268  STATE/COUNTY-  TN/HAMILTON
 FC1268  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1268
 FC1268                         *CURRENT SURVEY CONTROL
 FC1268  ___________________________________________________________________
 FC1268* NAD 83(1995)-  35 00 21.10942(N)    085 13 51.95804(W)     ADJUSTED  
 FC1268* NAVD 88     -       211.128  (meters)     692.68   (feet)  ADJUSTED  
 FC1268  ___________________________________________________________________
 FC1268  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 FC1268  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1268  DYNAMIC HT  -         210.918 (meters)     691.99  (feet)  COMP
 FC1268  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1268
 FC1268  HORZ ORDER  -  SECOND
 FC1268  VERT ORDER  -  SECOND    CLASS 0
 FC1268
 FC1268.The horizontal coordinates were established by classical geodetic methods
 FC1268.and adjusted by the National Geodetic Survey in April 1999..
 FC1268
 FC1268.The orthometric height was determined by differential leveling
 FC1268.and adjusted by the National Geodetic Survey in June 1991..
 FC1268
 FC1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1268
 FC1268.The geoid height was determined by GEOID03.
 FC1268
 FC1268.The dynamic height is computed by dividing the NAVD 88
 FC1268.geopotential number by the normal gravity value computed on the
 FC1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1268.degrees latitude (g = 980.6199 gals.).
 FC1268
 FC1268.The modeled gravity was interpolated from observed gravity values.
 FC1268
 FC1268;                    North         East     Units Scale Factor Converg.
 FC1268;SPC TN       -    74,894.412   670,189.447   MT  1.00005205   +0 27 00.5
 FC1268;SPC TN       -   245,716.08  2,198,779.88   sFT  1.00005205   +0 27 00.5
 FC1268;UTM  16      - 3,875,122.961   661,412.426   MT  0.99992111   +1 00 53.9
 FC1268
 FC1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1268!SPC TN       -   0.99997154  x   1.00005205  =   1.00002358
 FC1268!UTM  16      -   0.99997154  x   0.99992111  =   0.99989265
 FC1268
 FC1268|---------------------------------------------------------------------|
 FC1268| PID    Reference Object                     Distance      Geod. Az  |
 FC1268|                                                           dddmmss.s |
 FC1268| FC1267 MCBRIEN RM 1                         11.864 METERS 11406     |
 FC1268| FC1266 MCBRIEN AZ MK                                      1142642.0 |
 FC1268| FC1269 MCBRIEN RM 2                          9.702 METERS 29408     |
 FC1268|---------------------------------------------------------------------|
 FC1268
 FC1268                          SUPERSEDED SURVEY CONTROL
 FC1268
 FC1268  NAD 83(1995)-  35 00 21.11025(N)    085 13 51.95881(W) AD(       ) 2
 FC1268  NAD 83(1995)-  35 00 21.10942(N)    085 13 51.96103(W) AD(       ) 2
 FC1268  NAD 83(1995)-  35 00 21.11001(N)    085 13 51.95900(W) AD(       ) 2
 FC1268  NAD 83(1986)-  35 00 21.11030(N)    085 13 51.95851(W) AD(       ) 2
 FC1268  NAD 27      -  35 00 20.84020(N)    085 13 52.11860(W) AD(       ) 2
 FC1268  NGVD 29 (??/??/92)  211.140  (m)          692.72   (f) ADJ UNCH    2 0
 FC1268
 FC1268.Superseded values are not recommended for survey control.
 FC1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1268.See file dsdata.txt to determine how the superseded data were derived.
 FC1268
 FC1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6141275123(NAD 83)
 FC1268_MARKER: DZ = AZIMUTH MARK DISK
 FC1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1268_SP_SET: CURB
 FC1268_STAMPING: MC BRIEN 1961
 FC1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1268
 FC1268  HISTORY     - Date     Condition        Report By
 FC1268  HISTORY     - 1961     MONUMENTED       CGS
 FC1268  HISTORY     - 1962     GOOD             NGS
 FC1268  HISTORY     - 1972     MARK NOT FOUND   NGS
 FC1268  HISTORY     - 1975     MARK NOT FOUND   NGS
 FC1268  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1268  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1268
 FC1268                          STATION DESCRIPTION
 FC1268
 FC1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1268'THE STATION IS LOCATED IN THE EAST PART OF CHATTANOOGA NEAR THE
 FC1268'BRAINERD STATION POST OFFICE.
 FC1268'
 FC1268'TO REACH FROM THE BRAINERD STATION POST OFFICE, GO SOUTHEAST ON U.S.
 FC1268'HIGHWAY 11 FOR 0.35 MILE TO MCBRIEN ROAD, TURN RIGHT AND GO 0.5
 FC1268'MILE TO A BRIDGE OVER THE INTERSTATE HIGHWAY AND THE AZIMUTH MARK,
 FC1268'TURN RIGHT ON THE ACCESS ROAD AT THE SOUTHWEST END OF THE BRIDGE
 FC1268'AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 FC1268'
 FC1268'THE STATION MARK IS 83 FEET NORTHEAST OF THE NORTH CORNER OF HOUSE
 FC1268'NUMBER 113, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FC1268'ACCESS ROAD, AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST. THE DISK
 FC1268'IS CEMENTED IN A DRILLED HOLE IN A CONCRETE CURB, FLUSH, AND IS
 FC1268'STAMPED MCBRIEN 1961.
 FC1268'
 FC1268'REFERENCE MARK NO. 1 IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1268'OF THE ACCESS ROAD. THE DISK IS CEMENTED IN A DRILLED HOLE IN
 FC1268'A CONCRETE CURB, FLUSH, AND IS STAMPED MCBRIEN NO 1 1961.
 FC1268'
 FC1268'REFERENCE MARK NO. 2 IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1268'OF THE ACCESS ROAD. THE DISK IS CEMENTED IN A DRILLED HOLE IN
 FC1268'A CONCRETE CURB, FLUSH, AND IS STAMPED MCBRIEN NO 2 1961.
 FC1268'
 FC1268'THE AZIMUTH MARK IS 81 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC1268'MCBRIEN ROAD, 24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FC1268'ACCESS ROAD, AND 5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 FC1268'SIDEWALK. THE DISK IS CEMENTED IN A DRILLED HOLE IN A CONCRETE
 FC1268'SIDEWALK, FLUSH, AND IS STAMPED MCBRIEN 1961.
 FC1268
 FC1268                          STATION RECOVERY (1962)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1268'2 MI SE FROM CHATTANOOGA.
 FC1268'TO REACH THE STATION FROM THE BRAINERD STATION POST OFFICE, GO
 FC1268'SOUTH ON U.S. HIGHWAY 11 FOR 0.35 MILE TO MC BRIEN ROAD, THENCE
 FC1268'SOUTH 0.5 MILE TO A BRIDGE OVER THE INTERSTATE HIGHWAY, THENCE
 FC1268'WEST ON THE ACCESS ROAD AT THE SOUTHWEST END OF THE BRIDGE AND
 FC1268'GO 0.1 MILE TO THE STATION ON THE RIGHT, 83 FEET NORTHEAST OF
 FC1268'THE NORTH CORNER OF HOUSE NUMBER 113, 19 FEET SOUTHWEST OF THE
 FC1268'CENTER OF THE ACCESS ROAD, 3.8 FEET NORTHEAST OF A METAL WITNESS
 FC1268'POST.  A STANDARD TRAVERSE STATION DISK DRILLED IN THE CURB OF
 FC1268'ACCESS ROAD AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1268
 FC1268                          STATION RECOVERY (1972)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1268'NOT FOUND
 FC1268'
 FC1268'DESTROYED BY NEW RD CONSTRUCTION.  REF. MARK 1 AND 2 DESTROYED.
 FC1268
 FC1268                          STATION RECOVERY (1975)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1268'A SEARCH WAS MADE FOR ALL MARKS BUT NOTHING WAS FOUND.  A NEW
 FC1268'FRONTAGE ROAD HAS BEEN CONSTRUCTED IN THE AREA AND ALL MARKS ARE
 FC1268'ASSUMED TO HAVE BEEN DESTROYED OR COVERED BY THE CONSTRUCTION.
 FC1268'
 FC1268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1268'EAST EDGE OF CHATTANOOGA.
 FC1268
 FC1268                          STATION RECOVERY (1983)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1268'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1268
 FC1268                          STATION RECOVERY (1996)
 FC1268
 FC1268'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1266 ***********************************************************************
 FC1266  DESIGNATION -  MCBRIEN AZ MK
 FC1266  PID         -  FC1266
 FC1266  STATE/COUNTY-  TN/HAMILTON
 FC1266  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1266
 FC1266                         *CURRENT SURVEY CONTROL
 FC1266  ___________________________________________________________________
 FC1266* NAD 83(1986)-  35 00 17.     (N)    085 13 41.     (W)     SCALED    
 FC1266* NAVD 88     -       210.514  (meters)     690.66   (feet)  ADJUSTED  
 FC1266  ___________________________________________________________________
 FC1266  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC1266  DYNAMIC HT  -         210.305 (meters)     689.98  (feet)  COMP
 FC1266  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FC1266
 FC1266  VERT ORDER  -  SECOND    CLASS 0
 FC1266
 FC1266.The horizontal coordinates were scaled from a topographic map and have
 FC1266.an estimated accuracy of +/- 6 seconds.
 FC1266
 FC1266.The orthometric height was determined by differential leveling
 FC1266.and adjusted by the National Geodetic Survey in June 1991..
 FC1266
 FC1266.The geoid height was determined by GEOID03.
 FC1266
 FC1266.The dynamic height is computed by dividing the NAVD 88
 FC1266.geopotential number by the normal gravity value computed on the
 FC1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1266.degrees latitude (g = 980.6199 gals.).
 FC1266
 FC1266.The modeled gravity was interpolated from observed gravity values.
 FC1266
 FC1266;                    North         East    Units  Estimated Accuracy
 FC1266;SPC TN       -    74,770.      670,470.      MT  (+/- 180 meters Scaled)
 FC1266
 FC1266                          SUPERSEDED SURVEY CONTROL
 FC1266
 FC1266  NGVD 29 (??/??/92)  210.525  (m)          690.70   (f) ADJ UNCH    2 0
 FC1266
 FC1266.Superseded values are not recommended for survey control.
 FC1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1266.See file dsdata.txt to determine how the superseded data were derived.
 FC1266
 FC1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD616750(NAD 83)
 FC1266_MARKER: DZ = AZIMUTH MARK DISK
 FC1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1266_SP_SET: SIDEWALK
 FC1266_STAMPING: MC BRIEN 1961
 FC1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1266
 FC1266  HISTORY     - Date     Condition        Report By
 FC1266  HISTORY     - 1961     MONUMENTED       CGS
 FC1266  HISTORY     - 1962     GOOD             NGS
 FC1266  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1266  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1266
 FC1266                          STATION DESCRIPTION
 FC1266
 FC1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1266'2 MI SE FROM CHATTANOOGA.
 FC1266'THE AZIMUTH MARK IS 0.1 MILE EAST OF THE MC BRIEN STATION SITE,
 FC1266'81 FEET NORTHWEST OF THE CENTER OF MC BRIEN ROAD, 24 FEET
 FC1266'SOUTHWEST OF THE CENTER OF THE ACCESS ROAD, 5 FEET SOUTHEAST
 FC1266'OF THE NORTHWEST EDGE OF THE SIDEWALK.  A STANDARD AZIMUTH MARK
 FC1266'DRILLED IN SIDEWALK OF ACCESS ROAD AND IS ABOUT 3 INCHES BELOW
 FC1266'THE LEVEL OF MC BRIEN ROAD.
 FC1266
 FC1266                          STATION RECOVERY (1983)
 FC1266
 FC1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1266'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1266
 FC1266                          STATION RECOVERY (1996)
 FC1266
 FC1266'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1267 ***********************************************************************
 FC1267  DESIGNATION -  MCBRIEN RM 1
 FC1267  PID         -  FC1267
 FC1267  STATE/COUNTY-  TN/HAMILTON
 FC1267  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1267
 FC1267                         *CURRENT SURVEY CONTROL
 FC1267  ___________________________________________________________________
 FC1267* NAD 83(1986)-  35 00 20.     (N)    085 13 52.     (W)     SCALED    
 FC1267* NAVD 88     -       210.580  (meters)     690.88   (feet)  ADJUSTED  
 FC1267  ___________________________________________________________________
 FC1267  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1267  DYNAMIC HT  -         210.371 (meters)     690.19  (feet)  COMP
 FC1267  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1267
 FC1267  VERT ORDER  -  SECOND    CLASS 0
 FC1267
 FC1267.The horizontal coordinates were scaled from a topographic map and have
 FC1267.an estimated accuracy of +/- 6 seconds.
 FC1267
 FC1267.The orthometric height was determined by differential leveling
 FC1267.and adjusted by the National Geodetic Survey in June 1991..
 FC1267
 FC1267.The geoid height was determined by GEOID03.
 FC1267
 FC1267.The dynamic height is computed by dividing the NAVD 88
 FC1267.geopotential number by the normal gravity value computed on the
 FC1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1267.degrees latitude (g = 980.6199 gals.).
 FC1267
 FC1267.The modeled gravity was interpolated from observed gravity values.
 FC1267
 FC1267;                    North         East    Units  Estimated Accuracy
 FC1267;SPC TN       -    74,860.      670,190.      MT  (+/- 180 meters Scaled)
 FC1267
 FC1267                          SUPERSEDED SURVEY CONTROL
 FC1267
 FC1267  NGVD 29 (??/??/92)  210.592  (m)          690.92   (f) ADJ UNCH    2 0
 FC1267
 FC1267.Superseded values are not recommended for survey control.
 FC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1267.See file dsdata.txt to determine how the superseded data were derived.
 FC1267
 FC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD614750(NAD 83)
 FC1267_MARKER: DR = REFERENCE MARK DISK
 FC1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1267_SP_SET: CURB
 FC1267_STAMPING: MC BRIEN NO 1 1961
 FC1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1267
 FC1267  HISTORY     - Date     Condition        Report By
 FC1267  HISTORY     - 1961     MONUMENTED       CGS
 FC1267  HISTORY     - 1962     GOOD             NGS
 FC1267  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1267  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1267
 FC1267                          STATION DESCRIPTION
 FC1267
 FC1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1267'2 MI SE FROM CHATTANOOGA.
 FC1267'AT THE MC BRIEN STATION SITE, 38.9 FEET EAST OF STATION, 19 FEET
 FC1267'SOUTHWEST OF THE CENTER OF ACCESS ROAD.  A STANDARD REFERENCE
 FC1267'MARK DISK DRILLED IN THE CURB OF ACCESS ROAD AND IS ABOUT 5
 FC1267'INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1267
 FC1267                          STATION RECOVERY (1983)
 FC1267
 FC1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1267'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1267
 FC1267                          STATION RECOVERY (1996)
 FC1267
 FC1267'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1269 ***********************************************************************
 FC1269  DESIGNATION -  MCBRIEN RM 2
 FC1269  PID         -  FC1269
 FC1269  STATE/COUNTY-  TN/HAMILTON
 FC1269  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1269
 FC1269                         *CURRENT SURVEY CONTROL
 FC1269  ___________________________________________________________________
 FC1269* NAD 83(1986)-  35 00 20.     (N)    085 13 52.     (W)     SCALED    
 FC1269* NAVD 88     -       211.564  (meters)     694.11   (feet)  ADJUSTED  
 FC1269  ___________________________________________________________________
 FC1269  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1269  DYNAMIC HT  -         211.354 (meters)     693.42  (feet)  COMP
 FC1269  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1269
 FC1269  VERT ORDER  -  SECOND    CLASS 0
 FC1269
 FC1269.The horizontal coordinates were scaled from a topographic map and have
 FC1269.an estimated accuracy of +/- 6 seconds.
 FC1269
 FC1269.The orthometric height was determined by differential leveling
 FC1269.and adjusted by the National Geodetic Survey in June 1991..
 FC1269
 FC1269.The geoid height was determined by GEOID03.
 FC1269
 FC1269.The dynamic height is computed by dividing the NAVD 88
 FC1269.geopotential number by the normal gravity value computed on the
 FC1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1269.degrees latitude (g = 980.6199 gals.).
 FC1269
 FC1269.The modeled gravity was interpolated from observed gravity values.
 FC1269
 FC1269;                    North         East    Units  Estimated Accuracy
 FC1269;SPC TN       -    74,860.      670,190.      MT  (+/- 180 meters Scaled)
 FC1269
 FC1269                          SUPERSEDED SURVEY CONTROL
 FC1269
 FC1269  NGVD 29 (??/??/92)  211.576  (m)          694.15   (f) ADJ UNCH    2 0
 FC1269
 FC1269.Superseded values are not recommended for survey control.
 FC1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1269.See file dsdata.txt to determine how the superseded data were derived.
 FC1269
 FC1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD614750(NAD 83)
 FC1269_MARKER: DR = REFERENCE MARK DISK
 FC1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1269_SP_SET: CURB
 FC1269_STAMPING: MC BRIEN NO 2 1961
 FC1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1269
 FC1269  HISTORY     - Date     Condition        Report By
 FC1269  HISTORY     - 1961     MONUMENTED       CGS
 FC1269  HISTORY     - 1962     GOOD             NGS
 FC1269  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1269  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1269
 FC1269                          STATION DESCRIPTION
 FC1269
 FC1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1269'2 MI SE FROM CHATTANOOGA.
 FC1269'AT THE MC BRIEN STATION SITE, 31.9 FEET WEST OF STATION, 19 FEET
 FC1269'SOUTHWEST OF THE CENTER OF ACCESS ROAD, A STANDARD REFERENCE
 FC1269'MARK DISK DRILLED IN THE CURB OF ACCESS ROAD AND IS ABOUT 5
 FC1269'INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1269
 FC1269                          STATION RECOVERY (1983)
 FC1269
 FC1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1269'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1269
 FC1269                          STATION RECOVERY (1996)
 FC1269
 FC1269'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1588 ***********************************************************************
 FD1588  DESIGNATION -  MCCALL
 FD1588  PID         -  FD1588
 FD1588  STATE/COUNTY-  TN/WAYNE
 FD1588  USGS QUAD   -  COLLINWOOD (1975)
 FD1588
 FD1588                         *CURRENT SURVEY CONTROL
 FD1588  ___________________________________________________________________
 FD1588* NAD 83(1995)-  35 13 03.86602(N)    087 43 10.86142(W)     ADJUSTED  
 FD1588* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FD1588  ___________________________________________________________________
 FD1588  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FD1588  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD1588
 FD1588  HORZ ORDER  -  FIRST
 FD1588
 FD1588.The horizontal coordinates were established by classical geodetic methods
 FD1588.and adjusted by the National Geodetic Survey in April 1999..
 FD1588
 FD1588.The orthometric height was scaled from a topographic map.
 FD1588
 FD1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1588
 FD1588.The geoid height was determined by GEOID03.
 FD1588
 FD1588;                    North         East     Units Scale Factor Converg.
 FD1588;SPC TN       -    99,501.068   443,437.356   MT  1.00000585   -1 00 24.4
 FD1588;SPC TN       -   326,446.42  1,454,844.06   sFT  1.00000585   -1 00 24.4
 FD1588;UTM  16      - 3,897,427.331   434,501.529   MT  0.99965287   -0 24 54.2
 FD1588
 FD1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1588!SPC TN       -   0.99995271  x   1.00000585  =   0.99995855
 FD1588!UTM  16      -   0.99995271  x   0.99965287  =   0.99960559
 FD1588
 FD1588|---------------------------------------------------------------------|
 FD1588| PID    Reference Object                     Distance      Geod. Az  |
 FD1588|                                                           dddmmss.s |
 FD1588| CG6891 MCCALL RM 1                          43.687 METERS 04328     |
 FD1588| CG6890 MCCALL AZ MK 2                                     1150925.6 |
 FD1588| CG6892 MCCALL RM 2                          37.289 METERS 11957     |
 FD1588| FD1587 COLLINGWOOD CONCRETE STACK          APPROX. 5.2 KM 1932709.2 |
 FD1588| CG6889 MCCALL AZ MK                                       3585729.4 |
 FD1588|---------------------------------------------------------------------|
 FD1588
 FD1588                          SUPERSEDED SURVEY CONTROL
 FD1588
 FD1588  NAD 83(1995)-  35 13 03.87027(N)    087 43 10.86206(W) AD(       ) 1
 FD1588  NAD 83(1995)-  35 13 03.87027(N)    087 43 10.86215(W) AD(       ) 1
 FD1588  NAD 83(1995)-  35 13 03.87176(N)    087 43 10.86245(W) AD(       ) 1
 FD1588  NAD 83(1986)-  35 13 03.87595(N)    087 43 10.86001(W) AD(       ) 1
 FD1588  NAD 27      -  35 13 03.58700(N)    087 43 10.77300(W) AD(       ) 1
 FD1588
 FD1588.Superseded values are not recommended for survey control.
 FD1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1588.See file dsdata.txt to determine how the superseded data were derived.
 FD1588
 FD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3450297427(NAD 83)
 FD1588_MARKER: DS = TRIANGULATION STATION DISK
 FD1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1588
 FD1588  HISTORY     - Date     Condition        Report By
 FD1588  HISTORY     - 1934     MONUMENTED       CGS
 FD1588  HISTORY     - 1948     GOOD             TVA
 FD1588  HISTORY     - 1950     GOOD             TVA
 FD1588  HISTORY     - 1962     GOOD             CGS
 FD1588  HISTORY     - 1974     GOOD             NGS
 FD1588
 FD1588                          STATION DESCRIPTION
 FD1588
 FD1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1588'ABOUT 7.5 MILES AIRLINE SOUTH-SOUTHEAST OF WAYNESBORO, 3.5 MILES
 FD1588'NORTH-NORTHEAST OF
 FD1588'COLLINWOOD, 1 MILE EAST OF HEAD OF CHALK CREEK,
 FD1588'0.75 MILE NORTH OF MCCALL
 FD1588'SCHOOLHOUSE, AND ON LAND OWNED BY BON AIR
 FD1588'CO (MANAGED BY MR MCCALL WHO LIVES ABOUT
 FD1588'0.25 MILE EAST OF STATION).
 FD1588'TO REACH FROM WAYNESBORO COURTHOUSE, GO SOUTH 9.1 MILES ON
 FD1588'STATE ROUTE
 FD1588'13 TO STATION SITE.  STATION IS IN PASTURE, 37 FEET EAST OF
 FD1588'STATE ROUTE 13 26 FEET
 FD1588'NORTHEAST OF GUY POLE ON EAST SIDE OF ROAD,
 FD1588'AND 20 FEET EAST OF FENCE LINE.  SURFACE
 FD1588'AND UNDERGROUND MARKS ARE
 FD1588'STANDARD STATION DISKS IN CONCRETE.
 FD1588'SURFACE MARK
 FD1588'PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1588'STANDARD REFERENCE
 FD1588'DISKS IN CONCRETE.  REFERENCE MARK NO 1,
 FD1588'PROJECTING 2 INCHES ABOVE GROUND, IS
 FD1588'12 FEET WEST OF CENTER LINE OF
 FD1588'DIRT ROAD, 1 FOOT WEST OF FENCE LINE, AND 143.33 FEET
 FD1588'FROM STATION N 43 DEG 28 MIN E.
 FD1588'REFERENCE MARK NO 2, PROJECTING 6 INCHES
 FD1588'ABOVE GROUND, IS
 FD1588'15 FEET WEST OF CENTER LINE OF DIRT ROAD, 1 FOOT
 FD1588'WEST OF FENCE LINE, AND 122.34 FEET
 FD1588'FROM STATION S 61 DEG 04 MIN E.
 FD1588'AZIMUTH MARK, PROJECTING 3 INCHES ABOVE
 FD1588'GROUND, IS 15 FEET
 FD1588'EAST OF FENCE CORNER, 1 FOOT SOUTH OF FENCE LINE, 27 FEET EAST OF
 FD1588'CENTER LINE OF
 FD1588'STATE ROUTE 13, AND ABOUT 0.15 MILE FROM STATION N 01 DEG 02 MIN W.
 FD1588
 FD1588                          STATION RECOVERY (1948)
 FD1588
 FD1588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948 (NHS)
 FD1588'LETTER FROM MR N H SAYFORD, CHIEF, MAP AND SURVEYS BRANCH, TENNESSEE
 FD1588'VALLEY AUTHORITY,
 FD1588'CHATTANOOGA, TENNESSEE, DATED SEPT 27, 1948-
 FD1588'
 FD1588'THE AZIMUTH MARK HAD BEEN MOVED ABOUT 8 FEET FROM ITS ORIGINAL
 FD1588'POSITION.  FOR A
 FD1588'NEW AZIMUTH FROM THE STATION TO THE AZIMUTH MARK, A
 FD1588'THIRD-ORDER AZIMUTH OBSERVATION ON
 FD1588'POLARIS WAS MADE WITH THE
 FD1588'FOLLOWING RESULTS-
 FD1588'
 FD1588'MCCALL TO AZIMUTH MARK
 FD1588'
 FD1588'N 0 DEG 54 MIN W.
 FD1588'
 FD1588'GRID (TENN LAMBERT) N 0 DEG 07 MIN E.
 FD1588'
 FD1588'THE DISTANCE FROM THE STATION TO THE AZIMUTH MARK WAS CHAINED.  THE
 FD1588'GRID DISTANCE
 FD1588'(TENN LAMBERT) IS 864.31 FEET.
 FD1588
 FD1588                          STATION RECOVERY (1950)
 FD1588
 FD1588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 FD1588'STATION AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 FD1588'IN GOOD CONDITION.
 FD1588'STEEL POST WITH CONTROL MARKER SIGN SET 2 FEET W
 FD1588'OF THE STATION.  ANOTHER MARKER WAS
 FD1588'SET 1 FOOT W OF THE AZIMUTH MARK.
 FD1588'
 FD1588'STATION IS LOCATED 3.5 MILES NNE OF COLLINWOOD.
 FD1588
 FD1588                          STATION RECOVERY (1962)
 FD1588
 FD1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1588'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1588'RECOVERED AND FOUND IN
 FD1588'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED, BUT THE
 FD1588'ARROW IS POINTING AWAY FROM
 FD1588'THE STATION, PROBABLY SO PLACED WHEN
 FD1588'MOVED BY NED H SAYFORD OF THE TENNESSEE VALLEY
 FD1588'AUTHORITY AS COVERED
 FD1588'IN THE 1948 RECOVERY NOTE BY THAT ORGANIZATION.
 FD1588'
 FD1588'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1588'
 FD1588'THE STATION AND THE AZIMUTH ARE ON THE PROPERTY OF THE HASSELL-HUGHES
 FD1588'LUMBER CO AND THE REFERENCE
 FD1588'MARKS ARE ON THE RIGHT-OF-WAY OF THE NATCHEZ TRACE
 FD1588'PARKWAY, ABOUT 7.5 MILES
 FD1588'SOUTH-SOUTHWEST OF WAYNESBORO, 3.5 MILES
 FD1588'NORTH-NORTHEAST OF COLLINWOOD AND 0.05 MILE
 FD1588'WEST OF THE NATCHEZ TRACE PARKWAY.
 FD1588'
 FD1588'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF THE POST
 FD1588'OFFICE IN COLLINWOOD, GO
 FD1588'EAST ON STATE ROUTE 13 FOR 0.15 MILE TO A TRAFFIC
 FD1588'LIGHT WHERE STATE ROUTE 13 TURNS
 FD1588'LEFT AND THE NATCHEZ TRACE PARKWAY
 FD1588'ACCESS ROAD CONTINUES STRAIGHT AHEAD.  HERE TURN
 FD1588'LEFT, NORTHERLY, ON
 FD1588'STATE ROUTE 13 AND GO 3.45 MILES TO A T ROAD RIGHT AND A CATTLE
 FD1588'SHED AND SMALL
 FD1588'CORRAL IN THE NORTHEAST ANGLE AND THE STATION JUST NORTH OF
 FD1588'THIS CORRAL.
 FD1588'
 FD1588'THE STATION IS 41 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 FD1588'CORRAL, 37 FEET EAST OF THE
 FD1588'APPROXIMATE CENTER OF STATE ROUTE 13, 32 FEET NORTHEAST
 FD1588'OF A GUYED TELEPHONE POLE, 19
 FD1588'FEET EAST OF THE CENTER OF A BOARD
 FD1588'GATE, 16 FEET EAST OF A FENCE, AND 2.4 FEET EAST
 FD1588'OF A METAL WITNESS
 FD1588'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1588'ROUND, CONCRETE
 FD1588'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 FD1588'STAMPED MCCALL 1934.
 FD1588'
 FD1588'REFERENCE MARK NO 1 IS IN OPEN GRASSLAND NORTHEAST OF THE STATION,
 FD1588'139 FEET NORTH OF THE
 FD1588'NORTHEAST CORNER OF THE CORRAL, 132 FEET EAST OF A WOVEN
 FD1588'WIRE FENCE AND 17 FEET EAST OF
 FD1588'THE APPROXIMATE CENTER OF A TRACK
 FD1588'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1588'12-INCH, ROUND,
 FD1588'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MCCALL NO 1 1934.
 FD1588'
 FD1588'REFERENCE MARK NO 2 IS IN OPEN GRASSLAND SOUTHEAST OF THE STATION,
 FD1588'104 FEET SOUTHEAST OF
 FD1588'THE SOUTHEAST CORNER OF A SHED, 80 FEET SOUTHEAST OF THE
 FD1588'NORTHEAST CORNER OF THE CORRAL,
 FD1588'79 FEET NORTH OF A WOVEN WIRE FENCE,
 FD1588'AND 75 FEET EAST OF THE CORRAL FENCE.  IT IS A
 FD1588'STANDARD DISK SET IN
 FD1588'THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 FD1588'DISK IS STAMPED
 FD1588'MCCALL NO 2 1934.
 FD1588'
 FD1588'THE AZIMUTH MARK IS AT THE WEST EDGE OF A CULTIVATED FIELD, 23 FEET
 FD1588'EAST OF THE APPROXIMATE
 FD1588'CENTER OF STATE ROUTE 13, 1 FOOT EAST OF A FENCE, AND 0.8
 FD1588'FOOT EAST OF A METAL WITNESS
 FD1588'POST AND TVA SIGN.  IT IS A STANDARD
 FD1588'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1588'CONCRETE MONUMENT THAT
 FD1588'PROJECTS 8 INCHES AND THE DISK IS STAMPED MCCALL AZIMUTH 1934.
 FD1588'
 FD1588'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON STATE
 FD1588'ROUTE 13 FOR 0.2 MILE TO
 FD1588'THE MARK ON THE RIGHT.
 FD1588
 FD1588                          STATION RECOVERY (1974)
 FD1588
 FD1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FEP)
 FD1588'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 FD1588'HIGHWAY CONSTRUCTION, THE AZIMUTH MARK WOULD BE DESTROYED.  A NEW
 FD1588'AZIMUTH MARK WAS ESTABLISHED AND AFTER OBSERVATIONS WERE MADE, THE
 FD1588'DISK WAS BROKEN FROM THE OLD MARK.
 FD1588'
 FD1588'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FD1588'
 FD1588'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF
 FD1588'WAYNESBORO, 3-1/2 MILES NORTH-NORTHEAST OF COLLINWOOD AND 0.05 MILE
 FD1588'WEST OF THE NATCHEZ TRACE PARKWAY.
 FD1588'
 FD1588'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF THE POST
 FD1588'OFFICE IN COLLINWOOD, GO EASTERLY ON STATE ROUTE 13 TO A TRAFFIC
 FD1588'LIGHT WHERE STATE ROUTE 13 TURNS LEFT AND AN ACCESS ROAD TO THE
 FD1588'NATCHEZ TRACE PARKWAY CONTINUES STRAIGHT AHEAD.  TURN LEFT,
 FD1588'NORTH, AND CONTINUE ON STATE ROUTE 13 FOR 3.45 MILES TO A
 FD1588'GRAVELED SIDE ROAD AND THE STATION ON THE RIGHT.*
 FD1588'
 FD1588'THE STATION IS 136 FEET NORTH OF AN EAST-WEST WIRE FENCE, 37 FEET
 FD1588'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 13, 32 FEET NORTH OF A
 FD1588'GUYED GUY POLE, 4 FEET WEST OF THE EAST RIGHT-OF-WAY LINE AND 2.7
 FD1588'FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1588'U. S. C. AND G. S. DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1588'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED MC
 FD1588'CALL 1934.
 FD1588'
 FD1588'REFERENCE MARK NO. 1 IS 242 FEET NORTH OF AN EAST-WEST WIRE FENCE
 FD1588'AND 144 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 13.  IT
 FD1588'IS A STANDARD U. S. C. AND G. S. DISK SET IN THE TOP OF A 12-INCH,
 FD1588'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC CALL NO 1
 FD1588'1934.
 FD1588'
 FD1588'REFERENCE MARK NO. 2 IS 134 FEET EAST OF THE APPROXIMATE CENTER OF
 FD1588'STATE ROUTE 13 AND 79 FEET NORTH OF AN EAST-WEST WIRE FENCE.  IT IS
 FD1588'A STANDARD U. S. C. AND G. S. DISK SET IN THE TOP OF A 12-INCH,
 FD1588'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC CALL NO 2
 FD1588'1934.
 FD1588'
 FD1588'THE AZIMUTH MARK IS 8.4 FEET SOUTH OF THE NORTH END OF THE EAST
 FD1588'SAFETY CURB OF A CONCRETE BRIDGE.  IT IS A STANDARD U. S. C. AND G.
 FD1588'S. DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE CURB AND THE
 FD1588'DISK IS STAMPED MC CALL 1934 1974.
 FD1588'
 FD1588'TO REACH THE AZIMUTH MARK*, TURN RIGHT ON THE GRAVELED ROAD AND GO
 FD1588'EASTERLY FOR ABOUT 0.1 MILE TO A CONCRETE BRIDGE OVER THE GRAVELED
 FD1588'ROAD AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2413 ***********************************************************************
 GB2413  DESIGNATION -  MCCOIN
 GB2413  PID         -  GB2413
 GB2413  STATE/COUNTY-  TN/JACKSON
 GB2413  USGS QUAD   -  GAINESBORO (1979)
 GB2413
 GB2413                         *CURRENT SURVEY CONTROL
 GB2413  ___________________________________________________________________
 GB2413* NAD 83(1995)-  36 18 40.20806(N)    085 37 42.35291(W)     ADJUSTED  
 GB2413* NAVD 88     -       312.0    (meters)    1024.     (feet)  VERTCON   
 GB2413  ___________________________________________________________________
 GB2413  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GB2413  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB2413
 GB2413  HORZ ORDER  -  SECOND
 GB2413
 GB2413.The horizontal coordinates were established by classical geodetic methods
 GB2413.and adjusted by the National Geodetic Survey in April 1999..
 GB2413
 GB2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2413
 GB2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2413
 GB2413.The geoid height was determined by GEOID03.
 GB2413
 GB2413;                    North         East     Units Scale Factor Converg.
 GB2413;SPC TN       -   219,505.481   633,369.244   MT  0.99998299   +0 13 03.1
 GB2413;SPC TN       -   720,160.90  2,077,978.93   sFT  0.99998299   +0 13 03.1
 GB2413;UTM  16      - 4,019,335.365   623,132.318   MT  0.99978681   +0 48 44.3
 GB2413
 GB2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2413!SPC TN       -   0.99995575  x   0.99998299  =   0.99993874
 GB2413!UTM  16      -   0.99995575  x   0.99978681  =   0.99974256
 GB2413
 GB2413:                Primary Azimuth Mark                     Grid Az
 GB2413:SPC TN       -  MCCOIN AZ MK                             085 42 34.4
 GB2413:UTM  16      -  MCCOIN AZ MK                             085 06 53.2
 GB2413
 GB2413|---------------------------------------------------------------------|
 GB2413| PID    Reference Object                     Distance      Geod. Az  |
 GB2413|                                                           dddmmss.s |
 GB2413| CG6893 MCCOIN AZ MK                                       0855537.5 |
 GB2413| CG6894 MCCOIN RM 1                          43.983 METERS 10318     |
 GB2413| CG6896 MCCOIN RM 3                          20.931 METERS 11155     |
 GB2413| CG6895 MCCOIN RM 2                          30.453 METERS 20430     |
 GB2413| CG6897 MCCOIN RM 4                          27.788 METERS 20938     |
 GB2413|---------------------------------------------------------------------|
 GB2413
 GB2413                          SUPERSEDED SURVEY CONTROL
 GB2413
 GB2413  NAD 83(1995)-  36 18 40.21012(N)    085 37 42.35487(W) AD(       ) 2
 GB2413  NAD 83(1995)-  36 18 40.21360(N)    085 37 42.35698(W) AD(       ) 2
 GB2413  NAD 83(1986)-  36 18 40.21909(N)    085 37 42.35588(W) AD(       ) 2
 GB2413  NAD 27      -  36 18 40.00300(N)    085 37 42.44000(W) AD(       ) 2
 GB2413  NGVD 29 (07/19/86)  312.1    (m)         1024.     (f) VERT ANG       
 GB2413
 GB2413.Superseded values are not recommended for survey control.
 GB2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2413.See file dsdata.txt to determine how the superseded data were derived.
 GB2413
 GB2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2313219335(NAD 83)
 GB2413_MARKER: DS = TRIANGULATION STATION DISK
 GB2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2413
 GB2413  HISTORY     - Date     Condition        Report By
 GB2413  HISTORY     - 1949     MONUMENTED       CGS
 GB2413  HISTORY     - 1966     GOOD             TNHD
 GB2413
 GB2413                          STATION DESCRIPTION
 GB2413
 GB2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2413'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF COOKEVILLE, 10 MILES
 GB2413'NORTH OF BAXTER AND 4 MILES SOUTHEAST OF GAINESBORO ABOUT 0.4 MILE
 GB2413'EAST OF STATE HIGHWAY 56. IT IS 43 FEET NORTH OF CENTER OF A GRAVEL
 GB2413'ROAD, 23 FEET EAST OF CENTER OF A DIRT ROAD AND 18 FEET NORTHEAST
 GB2413'OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE
 GB2413'DISK IS STAMPED MC COIN 1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 1 IS 32 FEET EAST OF A POWER LINE POLE, 15 FEET
 GB2413'NORTH OF CENTER OF GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE. THE MARK
 GB2413'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MC COIN NO 1 1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1
 GB2413'FOOT EAST OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GB2413'DISK IS STAMPED MC COIN NO 2 1949.
 GB2413'
 GB2413'AZIMUTH MARK IS 24 FEET SOUTH OF CENTER OF GRAVEL ROAD, 10 FEET WEST
 GB2413'OF CENTER OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF A WHITE WITNESS
 GB2413'POST AND 1 FOOT EAST OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND
 GB2413'THE DISK IS STAMPED MC COIN 1949.
 GB2413'
 GB2413'TO REACH STATION FROM THE JACKSON COUNTY COURTHOUSE IN GAINESBORO, GO
 GB2413'SOUTH ON STATE HIGHWAY 56 FOR 4.2 MILES TO A GRAVEL ROAD FORK
 GB2413'LEFT, TURN LEFT ON GRAVEL ROAD AND GO EAST FOR 0.4 MILE TO THE
 GB2413'STATION ON LEFT AS DESCRIBED.
 GB2413'
 GB2413'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD FOR
 GB2413'0.2 MILE TO A DIRT DRIVEWAY ON RIGHT AND MARK ON RIGHT AS
 GB2413'DESCRIBED.
 GB2413'
 GB2413'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2413
 GB2413                          STATION RECOVERY (1966)
 GB2413
 GB2413'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2413'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 GB2413'REFERENCE MARKS NO. 1 AND NO. 2 COULD NOT BE FOUND AND ARE PRESUMED
 GB2413'LOST DUE TO A ROADWAY CONSTRUCTION. REFERENCE MARKS NO. 3 AND NO. 4
 GB2413'WERE ESTABLISHED BY THIS PARTY. A NEW DESCRIPTION FOLLOWS.
 GB2413'
 GB2413'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF COOKEVILLE AND 3
 GB2413'1/2 MILES SOUTHEAST OF GAINESBORO.
 GB2413'
 GB2413'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB2413'GAINESBORO, GO SOUTHERLY ON OLD STATE ROUTE 56 FOR 4.2 MILES TO A
 GB2413'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY ON THE GRAVELED
 GB2413'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GB2413'
 GB2413'THE STATION IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2413'GRAVELED ROAD, 30 FEET NORTHEAST OF A FENCE CORNER AND 15.7 FEET
 GB2413'EAST OF A WITNESS POST. THE SURFACE MARK IS A STANDARD U.S.C. AND
 GB2413'G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH,
 GB2413'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC COIN
 GB2413'1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 3 IS 48 FEET WEST OF A POWER POLE AND 19 FEET
 GB2413'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.  THE MARK IS A
 GB2413'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2413'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2413'DISK IS STAMPED MC COIN NO 3 1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 4 IS 42 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2413'THE GRAVELED ROAD, 10 FEET WEST OF THE APPROXIMATE CENTER OF A
 GB2413'GRAVELED DRIVE AND 2 FEET EAST OF A WIRE FENCE. THE MARK IS A
 GB2413'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2413'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC
 GB2413'COIN NO 4 1949.
 GB2413'
 GB2413'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2413'GRAVELED ROAD, 9 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 GB2413'WIRE FENCE. THE MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK
 GB2413'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECT 6
 GB2413'INCHES AND THE DISK IS STAMPED MC COIN 1949.
 GB2413'
 GB2413'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE
 GB2413'GRAVELED ROAD FOR 0.2 MILE TO A DRIVE AND THE MARK ON THE RIGHT.
 GB2413'
 GB2413'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2413'
 GB2413'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1501 ***********************************************************************
 GC1501  DESIGNATION -  MCCORY
 GC1501  PID         -  GC1501
 GC1501  STATE/COUNTY-  TN/DAVIDSON
 GC1501  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1501
 GC1501                         *CURRENT SURVEY CONTROL
 GC1501  ___________________________________________________________________
 GC1501* NAD 83(1995)-  36 04 39.67833(N)    087 01 26.55866(W)     ADJUSTED  
 GC1501* NAVD 88     -       213.723  (meters)     701.19   (feet)  ADJUSTED  
 GC1501  ___________________________________________________________________
 GC1501  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GC1501  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1501  DYNAMIC HT  -         213.538 (meters)     700.58  (feet)  COMP
 GC1501  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC1501
 GC1501  HORZ ORDER  -  THIRD
 GC1501  VERT ORDER  -  SECOND    CLASS 0
 GC1501
 GC1501.The horizontal coordinates were established by classical geodetic methods
 GC1501.and adjusted by the National Geodetic Survey in April 1999..
 GC1501
 GC1501.The orthometric height was determined by differential leveling
 GC1501.and adjusted by the National Geodetic Survey in June 1991..
 GC1501
 GC1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1501
 GC1501.The geoid height was determined by GEOID03.
 GC1501
 GC1501.The dynamic height is computed by dividing the NAVD 88
 GC1501.geopotential number by the normal gravity value computed on the
 GC1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1501.degrees latitude (g = 980.6199 gals.).
 GC1501
 GC1501.The modeled gravity was interpolated from observed gravity values.
 GC1501
 GC1501;                    North         East     Units Scale Factor Converg.
 GC1501;SPC TN       -   194,017.898   507,764.666   MT  0.99995741   -0 35 58.3
 GC1501;SPC TN       -   636,540.39  1,665,891.24   sFT  0.99995741   -0 35 58.3
 GC1501;UTM  16      - 3,992,565.559   497,835.092   MT  0.99960006   -0 00 51.0
 GC1501
 GC1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1501!SPC TN       -   0.99997101  x   0.99995741  =   0.99992842
 GC1501!UTM  16      -   0.99997101  x   0.99960006  =   0.99957108
 GC1501
 GC1501:                Primary Azimuth Mark                     Grid Az
 GC1501:SPC TN       -  QUARRY                                   016 04 05.0
 GC1501:UTM  16      -  QUARRY                                   015 28 57.7
 GC1501
 GC1501|---------------------------------------------------------------------|
 GC1501| PID    Reference Object                     Distance      Geod. Az  |
 GC1501|                                                           dddmmss.s |
 GC1501| GC2537 QUARRY                              APPROX. 1.3 KM 0152806.7 |
 GC1501| CG6923 MCCORY RM 1                           7.806 METERS 17353     |
 GC1501| CG6924 MCCORY RM 2                           9.308 METERS 35811     |
 GC1501|---------------------------------------------------------------------|
 GC1501
 GC1501                          SUPERSEDED SURVEY CONTROL
 GC1501
 GC1501  NAD 83(1995)-  36 04 39.68024(N)    087 01 26.56083(W) AD(       ) 3
 GC1501  NAD 83(1995)-  36 04 39.68098(N)    087 01 26.56121(W) AD(       ) 3
 GC1501  NAD 83(1986)-  36 04 39.68865(N)    087 01 26.56194(W) AD(       ) 3
 GC1501  NAD 27      -  36 04 39.47080(N)    087 01 26.54820(W) AD(       ) 3
 GC1501  NGVD 29 (??/??/92)  213.743  (m)          701.26   (f) ADJ UNCH    2 0
 GC1501
 GC1501.Superseded values are not recommended for survey control.
 GC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1501.See file dsdata.txt to determine how the superseded data were derived.
 GC1501
 GC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9783592566(NAD 83)
 GC1501_MARKER: DS = TRIANGULATION STATION DISK
 GC1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1501_STAMPING: MCCORY 1959
 GC1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1501+STABILITY: SURFACE MOTION
 GC1501
 GC1501  HISTORY     - Date     Condition        Report By
 GC1501  HISTORY     - 1959     MONUMENTED       CGS
 GC1501  HISTORY     - 1959     GOOD             CGS
 GC1501  HISTORY     - 1961     GOOD             TNHD
 GC1501
 GC1501                          STATION DESCRIPTION
 GC1501
 GC1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1501'THE STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF NASHVILLE AND
 GC1501'ABOUT 1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE OF PEGRAM.
 GC1501'
 GC1501'TO REACH THE STATION FROM THE POST OFFICE IN PEGRAM, GO EAST ON U.S.
 GC1501'HIGHWAY NO. 70 FOR 1.8 MILES TO MCCORY LANE ON THE RIGHT, TURN
 GC1501'RIGHT, SOUTH ON MCCORY LANE FOR 0.95 MILE TO A WOODEN GATE ON THE
 GC1501'RIGHT, TURN RIGHT, PASSING THROUGH THE GATE AND GO SOUTHWEST
 GC1501'ACROSS A PASTURE FOR 0.3 MILE TO THE EDGE OF THE WOODS AND THE
 GC1501'STATION AS DESCRIBED.
 GC1501'
 GC1501'THE STATION IS ON THE EASTERN SLOPE OF THE HILL AT THE EDGE OF THE
 GC1501'WOODS, 5 FEET EAST-NORTHEAST OF A 10-INCH ELM TREE WITH A TRIANGLE
 GC1501'BLAZE AND 3 FEET EAST OF A WITNESS SIGN.  IT IS A STANDARD TRAVERSE
 GC1501'DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 GC1501'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 GC1501'STAMPED MCCORY 1959.
 GC1501'
 GC1501'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF A WITNESS SIGN, IS SET FLUSH
 GC1501'WITH THE SURROUNDING SURFACE AND IS STAMPED MCCORY NO. 1 1959.
 GC1501'
 GC1501'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF A WITNESS SIGN, IS SET FLUSH
 GC1501'WITH THE SURROUNDING SURFACE AND IS STAMPED MCCORY NO. 2 1959.
 GC1501'
 GC1501'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GC1501'56.07 FEET.
 GC1501'
 GC1501'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION
 GC1501'QUARRY WHICH WILL SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION
 GC1501'THEREOF.
 GC1501
 GC1501                          STATION RECOVERY (1959)
 GC1501
 GC1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1501'6.1 MI SE FROM KINGSTON SPRINGS.
 GC1501'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1501'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILES SOUTH ON A GRAVELED
 GC1501'ROAD, THENCE 4.4 MILES EAST ON THE INTERSTATE HIGHWAY, THE
 GC1501'STATION IS ON THE EASTER SLOPE OF A HILL AT THE EAST EDGE OF THE
 GC1501'WOODS, 5 FT. EAST-NORTHEAST OF A 10-INCH ELM TREE WITH A TRIANGLE
 GC1501'BLAZE AND 3 FEET EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1501'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GC1501
 GC1501                          STATION RECOVERY (1961)
 GC1501
 GC1501'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1501'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC1501'EXCELLENT CONDITION.  THE ORIGINAL TO REACH AND DESCRIPTION OF
 GC1501'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2, IS NO
 GC1501'LONGER ADEQUATE.  DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY 40 A NEW
 GC1501'DESCRIPTION AND TO REACH FOLLOWS.
 GC1501'
 GC1501'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 GC1501'PEGRAM, GO EAST ON U.S. HIGHWAY 70 FOR 1.8 MILES TO MCCORY LANE ON
 GC1501'THE RIGHT, TURN RIGHT, SOUTH, AND GO 1.25 MILES TO THE INTERSTATE
 GC1501'HIGHWAY 40 INTERCHANGE, AND UP THE NORTHWEST RAMP FOR 100 YARDS
 GC1501'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1501'
 GC1501'THE STATION IS 17 FEET EAST OF AN 8 INCH HACKBERRY TREE AND 1 FOOT
 GC1501'SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1500 ***********************************************************************
 GC1500  DESIGNATION -  MCCORY RM 1
 GC1500  PID         -  GC1500
 GC1500  STATE/COUNTY-  TN/DAVIDSON
 GC1500  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1500
 GC1500                         *CURRENT SURVEY CONTROL
 GC1500  ___________________________________________________________________
 GC1500* NAD 83(1986)-  36 04 39.     (N)    087 01 26.     (W)     SCALED    
 GC1500* NAVD 88     -       213.281  (meters)     699.74   (feet)  ADJUSTED  
 GC1500  ___________________________________________________________________
 GC1500  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1500  DYNAMIC HT  -         213.096 (meters)     699.13  (feet)  COMP
 GC1500  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC1500
 GC1500  VERT ORDER  -  SECOND    CLASS 0
 GC1500
 GC1500.The horizontal coordinates were scaled from a topographic map and have
 GC1500.an estimated accuracy of +/- 6 seconds.
 GC1500
 GC1500.The orthometric height was determined by differential leveling
 GC1500.and adjusted by the National Geodetic Survey in June 1991..
 GC1500
 GC1500.The geoid height was determined by GEOID03.
 GC1500
 GC1500.The dynamic height is computed by dividing the NAVD 88
 GC1500.geopotential number by the normal gravity value computed on the
 GC1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1500.degrees latitude (g = 980.6199 gals.).
 GC1500
 GC1500.The modeled gravity was interpolated from observed gravity values.
 GC1500
 GC1500;                    North         East    Units  Estimated Accuracy
 GC1500;SPC TN       -   194,000.      507,780.      MT  (+/- 180 meters Scaled)
 GC1500
 GC1500                          SUPERSEDED SURVEY CONTROL
 GC1500
 GC1500  NGVD 29 (??/??/92)  213.300  (m)          699.80   (f) ADJ UNCH    2 0
 GC1500
 GC1500.Superseded values are not recommended for survey control.
 GC1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1500.See file dsdata.txt to determine how the superseded data were derived.
 GC1500
 GC1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE978925(NAD 83)
 GC1500_MARKER: DR = REFERENCE MARK DISK
 GC1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1500_STAMPING: MCCORY NO 1 1959
 GC1500_MARK LOGO: CGS   
 GC1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1500+STABILITY: SURFACE MOTION
 GC1500
 GC1500  HISTORY     - Date     Condition        Report By
 GC1500  HISTORY     - 1959     MONUMENTED       CGS
 GC1500
 GC1500                          STATION DESCRIPTION
 GC1500
 GC1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1500'6.1 MI SE FROM KINGSTON SPRINGS.
 GC1500'THIS MARK IS LOCATED AT THE MC CORY 1959 STATION SITE, 25.6 FT.
 GC1500'SOUTH OF THE STATION MARK, AND 26 FT. SOUTH OF A WITNESS SIGN,
 GC1500'A DISK SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE
 GC1500'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1502 ***********************************************************************
 GC1502  DESIGNATION -  MCCORY RM 2
 GC1502  PID         -  GC1502
 GC1502  STATE/COUNTY-  TN/DAVIDSON
 GC1502  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1502
 GC1502                         *CURRENT SURVEY CONTROL
 GC1502  ___________________________________________________________________
 GC1502* NAD 83(1986)-  36 04 39.     (N)    087 01 26.     (W)     SCALED    
 GC1502* NAVD 88     -       214.027  (meters)     702.19   (feet)  ADJUSTED  
 GC1502  ___________________________________________________________________
 GC1502  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1502  DYNAMIC HT  -         213.841 (meters)     701.58  (feet)  COMP
 GC1502  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC1502
 GC1502  VERT ORDER  -  SECOND    CLASS 0
 GC1502
 GC1502.The horizontal coordinates were scaled from a topographic map and have
 GC1502.an estimated accuracy of +/- 6 seconds.
 GC1502
 GC1502.The orthometric height was determined by differential leveling
 GC1502.and adjusted by the National Geodetic Survey in June 1991..
 GC1502
 GC1502.The geoid height was determined by GEOID03.
 GC1502
 GC1502.The dynamic height is computed by dividing the NAVD 88
 GC1502.geopotential number by the normal gravity value computed on the
 GC1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1502.degrees latitude (g = 980.6199 gals.).
 GC1502
 GC1502.The modeled gravity was interpolated from observed gravity values.
 GC1502
 GC1502;                    North         East    Units  Estimated Accuracy
 GC1502;SPC TN       -   194,000.      507,780.      MT  (+/- 180 meters Scaled)
 GC1502
 GC1502                          SUPERSEDED SURVEY CONTROL
 GC1502
 GC1502  NGVD 29 (??/??/92)  214.047  (m)          702.25   (f) ADJ UNCH    2 0
 GC1502
 GC1502.Superseded values are not recommended for survey control.
 GC1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1502.See file dsdata.txt to determine how the superseded data were derived.
 GC1502
 GC1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE978925(NAD 83)
 GC1502_MARKER: DR = REFERENCE MARK DISK
 GC1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1502_STAMPING: MCCORY NO 2 1959
 GC1502_MARK LOGO: CGS   
 GC1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1502+STABILITY: SURFACE MOTION
 GC1502
 GC1502  HISTORY     - Date     Condition        Report By
 GC1502  HISTORY     - 1959     MONUMENTED       CGS
 GC1502
 GC1502                          STATION DESCRIPTION
 GC1502
 GC1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1502'6.1 MI SE FROM KINGSTON SPRINGS.
 GC1502'THIS MARK IS LOCATED AT THE MC CORY 1959 STATION SITE, 30.5 FT.
 GC1502'NORTH OF THE STATION MARK, AND 30 FT. NORTH OF A WITNESS SIGN, A
 GC1502'DISK SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE
 GC1502'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1844 ***********************************************************************
 FC1844  DESIGNATION -  MCDANIEL
 FC1844  PID         -  FC1844
 FC1844  STATE/COUNTY-  TN/HAMILTON
 FC1844  USGS QUAD   -  OOLTEWAH (1976)
 FC1844
 FC1844                         *CURRENT SURVEY CONTROL
 FC1844  ___________________________________________________________________
 FC1844* NAD 83(1995)-  35 03 05.95886(N)    085 03 45.40870(W)     ADJUSTED  
 FC1844* NAVD 88     -       383.4    (meters)    1258.     (feet)  VERTCON   
 FC1844  ___________________________________________________________________
 FC1844  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FC1844  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FC1844
 FC1844  HORZ ORDER  -  SECOND
 FC1844
 FC1844.The horizontal coordinates were established by classical geodetic methods
 FC1844.and adjusted by the National Geodetic Survey in April 1999..
 FC1844
 FC1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1844
 FC1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1844
 FC1844.The geoid height was determined by GEOID03.
 FC1844
 FC1844;                    North         East     Units Scale Factor Converg.
 FC1844;SPC TN       -    80,108.650   685,520.676   MT  1.00004092   +0 32 55.6
 FC1844;SPC TN       -   262,823.13  2,249,079.08   sFT  1.00004092   +0 32 55.6
 FC1844;UTM  16      - 3,880,487.483   676,690.105   MT  0.99998477   +1 06 46.6
 FC1844
 FC1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1844!SPC TN       -   0.99994453  x   1.00004092  =   0.99998544
 FC1844!UTM  16      -   0.99994453  x   0.99998477  =   0.99992930
 FC1844
 FC1844|---------------------------------------------------------------------|
 FC1844| PID    Reference Object                     Distance      Geod. Az  |
 FC1844|                                                           dddmmss.s |
 FC1844| CG6902 MCDANIEL RM 1                        12.175 METERS 03715     |
 FC1844| CG6903 MCDANIEL RM 2                        13.370 METERS 17153     |
 FC1844| CG6901 MCDANIEL AZ MK                                     1900636.9 |
 FC1844| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX.26.1 KM 2600738.6 |
 FC1844| FC1112 GOAT                                APPROX.16.6 KM 2800738.8 |
 FC1844|---------------------------------------------------------------------|
 FC1844
 FC1844                          SUPERSEDED SURVEY CONTROL
 FC1844
 FC1844  NAD 83(1995)-  35 03 05.95978(N)    085 03 45.40931(W) AD(       ) 2
 FC1844  NAD 83(1995)-  35 03 05.95897(N)    085 03 45.41134(W) AD(       ) 2
 FC1844  NAD 83(1995)-  35 03 05.95950(N)    085 03 45.40967(W) AD(       ) 2
 FC1844  NAD 83(1986)-  35 03 05.95998(N)    085 03 45.40839(W) AD(       ) 2
 FC1844  NAD 27      -  35 03 05.68900(N)    085 03 45.58600(W) AD(       ) 2
 FC1844  NGVD 29 (07/19/86)  383.4    (m)         1258.     (f) VERT ANG       
 FC1844
 FC1844.Superseded values are not recommended for survey control.
 FC1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1844.See file dsdata.txt to determine how the superseded data were derived.
 FC1844
 FC1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7669080487(NAD 83)
 FC1844_MARKER: DD = SURVEY DISK
 FC1844_SETTING: 80 = SET IN A BOULDER
 FC1844_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FC1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1844+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 FC1844
 FC1844  HISTORY     - Date     Condition        Report By
 FC1844  HISTORY     - 1934     MONUMENTED       CGS
 FC1844  HISTORY     - 1935     GOOD             CGS
 FC1844  HISTORY     - 1949     GOOD             TVA
 FC1844  HISTORY     - 1961     GOOD             CGS
 FC1844  HISTORY     - 1972     GOOD             LOCENG
 FC1844  HISTORY     - 20020915 GOOD             INDIV
 FC1844
 FC1844                          STATION DESCRIPTION
 FC1844
 FC1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1844'ABOUT 2-3/4 MILES NORTHWEST OF APPISON, 1-3/4 MILES SOUTH OF
 FC1844'OOLTEWAH, ABOUT 3/4 MILE SOUTH ALONG RIDGE FROM MCDANIEL GAP, AND
 FC1844'ON FIRST HIGH TOP OF SUMMIT ALONG WHITE OAK MOUNTAIN. TO REACH FROM
 FC1844'POST OFFICE IN OOLTEWAH, GO SOUTH 1.0 MILE ON ASPHALT ROAD TO
 FC1844'CROSSROADS, KEEP STRAIGHT AHEAD 0.15 MILE, TURN LEFT THROUGH YARD OF
 FC1844'FRED ROBINSON AND FOLLOW FARM ROAD ABOUT 0.3 MILE TO TOE OF RIDGE
 FC1844'(END OF TRUCK TRAVEL). STATION IS ON HIGH KNOB ABOUT 1/4 MILE TO
 FC1844'SOUTHEAST, AT WESTERN EDGE OF SUMMIT, ABOUT 40 FEET SOUTHWEST
 FC1844'OF HIGH MASS OF BOULDERS, 45 FEET NORTH OF 15-INCH TRIANGLE-BLAZED
 FC1844'PINE TREE, 19 FEET NORTH OF 9-INCH TRIANGLE-BLAZED WHITE OAK, AND
 FC1844'9.2 FEET WEST-SOUTHWEST OF 8-INCH TRIANGLE-BLAZED WHITE OAK. MARK
 FC1844'IS STANDARD STATION DISK IN BOULDER. REFERENCE AND AZIMUTH
 FC1844'MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS. NO. 1
 FC1844'IS ALONG RIDGE, IN HIGHEST MASS OF BOULDERS WHICH PROJECTS 4 FEET
 FC1844'ABOVE GROUND AND 12.175 METERS (39.95 FEET) FROM STATION
 FC1844'NO. 2 IS IN BOULDER WHICH PROJECTS 2 FEET
 FC1844'ABOVE GROUND, ALONG TOP OF RIDGE, AND 13.370 METERS (43.86 FEET)
 FC1844'FROM STATION. AZIMUTH MARK IS ALONG TOP OF
 FC1844'RIDGE, ON EASTERN EDGE OF WIDE SLOPING MASS OF BOULDERS, ABOUT 2 FEET
 FC1844'LOWER THAN HIGHEST POINT, AND ABOUT 85 YARDS FROM STATION,
 FC1844'S 10 DEG 07 MIN W. BEARING FROM STATION TO LOOKOUT MOUNTAIN, NEW YORK
 FC1844'MONUMENT, FLAGPOLE, DISTANT ABOUT 16 MILES, IS S 80 DEG 08 MIN W.
 FC1844
 FC1844                          STATION RECOVERY (1935)
 FC1844
 FC1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1844'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1844'
 FC1844'AZIMUTH MARK IS ABOUT 95 YARDS (INSTEAD OF 85 YARDS) SSW OF THE
 FC1844'STATION. THE CONCRETE HAS BEEN BROKEN AWAY AND THE DISK HAS BEEN
 FC1844'PARTIALLY DISFIGURED, BUT IS STILL IN ITS ORIGINAL POSITION.
 FC1844
 FC1844                          STATION RECOVERY (1949)
 FC1844
 FC1844'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WPM)
 FC1844'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE ALL RECOVERED
 FC1844'IN GOOD CONDITION.
 FC1844'
 FC1844'STEEL POST WITH CONTROL MARKER SIGN SET AT TRIANGULATION STATION.
 FC1844
 FC1844                          STATION RECOVERY (1961)
 FC1844
 FC1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1844'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FC1844'THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED DUE TO EXCESS
 FC1844'CLEARING. THE 1934 TO REACH IS ADEQUATE.
 FC1844'
 FC1844'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF OOLTEWAH, ABOUT 1/2
 FC1844'MILE SOUTH OF MCDANIEL GAP AND ON THE FIRST HIGH KNOB OF SUMMIT
 FC1844'ALONG WHITE OAK MOUNTAIN.
 FC1844'
 FC1844'THE STATION IS 40 FEET SOUTHWEST OF A HIGH MASS OF BOULDERS, 4.9 FEET
 FC1844'EAST OF THE WEST EDGE OF THE BOULDER IT IS SET IN AND 3.5 FEET SOUTH
 FC1844'OF A T. V. A. METAL WITNESS POST. THE MARK IS A STANDARD DISK
 FC1844'CEMENTED IN A DRILL HOLE IN A 8X5 FOOT BOULDER THAT PROJECTS 5 FEET
 FC1844'ON THE WEST SIDE AND IS STAMPED MCDANIEL 1934.
 FC1844'
 FC1844'REFERENCE MARK NO. 1 IS 3.8 FEET NORTH OF A METAL WITNESS POST. THE
 FC1844'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 9X6 FOOT
 FC1844'BOULDER THAT PROJECTS 7 FEET ON THE WEST SIDE AND IS STAMPED MCDANIEL
 FC1844'NO 1 1934.
 FC1844'
 FC1844'REFERENCE MARK NO. 2 IS 2.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 FC1844'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 9X5
 FC1844'FOOT BOULDER THAT PROJECTS 2 FEET AND IS STAMPED MCDANIEL NO 2 1934.
 FC1844'
 FC1844'AZIMUTH MARK IS ON THE EASTERN EDGE OF A WIDE SLOPEING BOULDER, ABOUT
 FC1844'95 YARDS SOUTH OF THE STATION, ABOUT 2 FEET LOWER THAN THE HIGHEST
 FC1844'PART OF RIDGE AND 1.5 FEET WEST OF A ROCK CAIRN. THE MARK IS A
 FC1844'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 FC1844'A LARGE BOULDER AND IS STAMPED MCDANIEL AZI 1934.
 FC1844
 FC1844                          STATION RECOVERY (1972)
 FC1844
 FC1844'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (FE)
 FC1844'RECOVERED BY ERVIN AND FINLEY.
 FC1844'
 FC1844'GOOD
 FC1844'
 FC1844'MC DANIEL
 FC1844'
 FC1844'ABOUT 2.75 MILES NORTHWEST OF APPISON AND ABOUT 0.75 MILES SOUTH
 FC1844'ALONG RIDGE FROM MC DANIEL GAP AND ON THE FIRST SUMMIT ALONG WHITE
 FC1844'OAK MOUNTAIN.
 FC1844'
 FC1844'RM 1, MC DANIEL AZ GOOD
 FC1844'
 FC1844'RM 2 GOOD
 FC1844
 FC1844                          STATION RECOVERY (2002)
 FC1844
 FC1844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AJP)
 FC1844'MARK FND. AS DESCRIBED. ONLY BLAZED HARDWOOD (16INCH) WITH WITNESS
 FC1844'SIGN (C AND GS)
 FC1844'RM1 FND. IN GOOD CONDITION. NO WITNESS POST.
 FC1844'RM2 FND. IN FAIR CONDITION. DISC HAS BEEN LOST, BUT STEEL ROD REMAINS
 FC1844'IN BOULDER. NO WITNESS POST.
 FC1844'AZM NOT FND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2380 ***********************************************************************
 GB2380  DESIGNATION -  MCDONALD
 GB2380  PID         -  GB2380
 GB2380  STATE/COUNTY-  TN/OVERTON
 GB2380  USGS QUAD   -  CRAWFORD (1979)
 GB2380
 GB2380                         *CURRENT SURVEY CONTROL
 GB2380  ___________________________________________________________________
 GB2380* NAD 83(1995)-  36 18 26.70400(N)    085 08 17.44688(W)     ADJUSTED  
 GB2380* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 GB2380  ___________________________________________________________________
 GB2380  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 GB2380  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB2380
 GB2380  HORZ ORDER  -  FIRST
 GB2380
 GB2380.The horizontal coordinates were established by classical geodetic methods
 GB2380.and adjusted by the National Geodetic Survey in April 1999..
 GB2380
 GB2380.The orthometric height was scaled from a topographic map.
 GB2380
 GB2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2380
 GB2380.The geoid height was determined by GEOID03.
 GB2380
 GB2380;                    North         East     Units Scale Factor Converg.
 GB2380;SPC TN       -   219,366.692   677,399.837   MT  0.99998245   +0 30 16.4
 GB2380;SPC TN       -   719,705.56  2,222,435.97   sFT  0.99998245   +0 30 16.4
 GB2380;UTM  16      - 4,019,654.897   667,156.634   MT  0.99994427   +1 06 09.6
 GB2380
 GB2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2380!SPC TN       -   0.99991440  x   0.99998245  =   0.99989685
 GB2380!UTM  16      -   0.99991440  x   0.99994427  =   0.99985868
 GB2380
 GB2380:                Primary Azimuth Mark                     Grid Az
 GB2380:SPC TN       -  MCDONALD AZ MK                           034 06 09.1
 GB2380:UTM  16      -  MCDONALD AZ MK                           033 30 15.9
 GB2380
 GB2380|---------------------------------------------------------------------|
 GB2380| PID    Reference Object                     Distance      Geod. Az  |
 GB2380|                                                           dddmmss.s |
 GB2380| CG6904 MCDONALD AZ MK                                     0343625.5 |
 GB2380| CG6905 MCDONALD RM 1                        27.892 METERS 16102     |
 GB2380| GB2384 PIERCE                              APPROX. 8.1 KM 1900256.5 |
 GB2380| CG6906 MCDONALD RM 2                        23.363 METERS 25827     |
 GB2380|---------------------------------------------------------------------|
 GB2380
 GB2380                          SUPERSEDED SURVEY CONTROL
 GB2380
 GB2380  NAD 83(1995)-  36 18 26.70500(N)    085 08 17.44942(W) AD(       ) 1
 GB2380  NAD 83(1995)-  36 18 26.71327(N)    085 08 17.44908(W) AD(       ) 1
 GB2380  NAD 83(1986)-  36 18 26.71660(N)    085 08 17.45077(W) AD(       ) 1
 GB2380  NAD 27      -  36 18 26.49200(N)    085 08 17.59700(W) AD(       ) 1
 GB2380
 GB2380.Superseded values are not recommended for survey control.
 GB2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2380.See file dsdata.txt to determine how the superseded data were derived.
 GB2380
 GB2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6715719655(NAD 83)
 GB2380_MARKER: DS = TRIANGULATION STATION DISK
 GB2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2380
 GB2380  HISTORY     - Date     Condition        Report By
 GB2380  HISTORY     - 1935     MONUMENTED       CGS
 GB2380
 GB2380                          STATION DESCRIPTION
 GB2380
 GB2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2380'STATION IS ON A HIGH DIVIDING RIDGE BETWEEN THE E AND W FORKS OF THE
 GB2380'OBEY RIVER, 12 MILES ESE OF LIVINGSTON, 13-1/2 MILES NE OF
 GB2380'MONTEREY, 1 MILE W OF THE COUNTY LINE, AND 1/2 MILE W OF THE
 GB2380'SETTLEMENT OF CRAVENSTOWN.
 GB2380'
 GB2380'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2380'DISKS SET IN CONCRETE.
 GB2380'
 GB2380'STATION MARK IS ON THE CREST OF RIDGE COVERED WITH SMALL TREES, ABOUT
 GB2380'100 YARDS, S OF CABIN, 37 FEET W OF A 24-INCH DOUBLE POPLAR
 GB2380'TREE, WITH A TRIANGULAR BLAZE, 11-1/2 FEET NE OF 6-INCH BLACK OAK,
 GB2380'AND 41-1/2 FEET E OF 3-FOOT STUMP.
 GB2380'
 GB2380'REFERENCE MARK NO. 1 IS SE OF STATION, 4 YARDS W OF A LARGE STUMP,
 GB2380'AND PROJECTS 3 INCHES.
 GB2380'
 GB2380'REFERENCE MARK NO. 2 IS WNW OF STATION 3-1/2 YARDS NW OF A 6-INCH
 GB2380'OAK, AND PROJECTS 3 INCHES.
 GB2380'
 GB2380'AZIMUTH MARK IS NE OF STATION ALONG THE N EDGE OF CULTIVATED FIELD, 6
 GB2380'YARDS SSW OF CENTER LINE OF ROAD, AND 40 YARDS ESE OF HOME OF
 GB2380'MRS. NORA DANIELS.  MARK PROJECTS 6 INCHES.
 GB2380'
 GB2380'TO REACH FROM THE POST OFFICE AT TWINTON, A SETTLEMENT ON STATE ROUTE
 GB2380'85, TURN LEFT AT CROSS ROADS JUST SE OF POST OFFICE AND GO 0.15
 GB2380'MILE, TAKE LEFT FORK AND GO 0.6 MILE, BEAR LEFT ACROSS CREEK AND
 GB2380'RAILROAD TRACKS AND GO 0.75 MILE TO FORKS.  TAKE RIGHT FORK AND
 GB2380'CONTINUE STRAIGHT FOR 0.35 MILE TO FORKS.  TAKE RIGHT FORK AND
 GB2380'CONTINUE STRAIGHT FOR 0.85 MILE TO CABIN ON LEFT AND STATION 100
 GB2380'YARDS S.
 GB2380'
 GB2380'A 77-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2592 ***********************************************************************
 GC2592  DESIGNATION -  MCEWEN RESET
 GC2592  PID         -  GC2592
 GC2592  STATE/COUNTY-  TN/HUMPHREYS
 GC2592  USGS QUAD   -  MC EWEN (1982)
 GC2592
 GC2592                         *CURRENT SURVEY CONTROL
 GC2592  ___________________________________________________________________
 GC2592* NAD 83(1995)-  36 04 46.60631(N)    087 38 59.98359(W)     ADJUSTED  
 GC2592* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 GC2592  ___________________________________________________________________
 GC2592  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GC2592  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC2592
 GC2592  HORZ ORDER  -  SECOND
 GC2592
 GC2592.The horizontal coordinates were established by classical geodetic methods
 GC2592.and adjusted by the National Geodetic Survey in April 1999..
 GC2592
 GC2592.The orthometric height was scaled from a topographic map.
 GC2592
 GC2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2592
 GC2592.The geoid height was determined by GEOID03.
 GC2592
 GC2592;                    North         East     Units Scale Factor Converg.
 GC2592;SPC TN       -   195,001.607   451,393.347   MT  0.99995755   -0 57 57.5
 GC2592;SPC TN       -   639,767.77  1,480,946.34   sFT  0.99995755   -0 57 57.5
 GC2592;UTM  16      - 3,992,974.244   441,476.006   MT  0.99964220   -0 22 58.1
 GC2592
 GC2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2592!SPC TN       -   0.99996465  x   0.99995755  =   0.99992220
 GC2592!UTM  16      -   0.99996465  x   0.99964220  =   0.99960686
 GC2592
 GC2592:                Primary Azimuth Mark                     Grid Az
 GC2592:SPC TN       -  MCEWEN AZ MK 2                           002 13 13.1
 GC2592:UTM  16      -  MCEWEN AZ MK 2                           001 38 13.7
 GC2592
 GC2592|---------------------------------------------------------------------|
 GC2592| PID    Reference Object                     Distance      Geod. Az  |
 GC2592|                                                           dddmmss.s |
 GC2592| CG6908 MCEWEN AZ MK 2                                     0011515.6 |
 GC2592| CG6909 MCEWEN RM 1                          34.168 METERS 01328     |
 GC2592| CG6907 MCEWEN AZ MK                                       0200221.7 |
 GC2592| CG6912 MCEWEN RM 4                          42.706 METERS 18105     |
 GC2592| CG6911 MCEWEN RM 3                          50.716 METERS 25554     |
 GC2592| CG6910 MCEWEN RM 2                          45.196 METERS 27810     |
 GC2592|---------------------------------------------------------------------|
 GC2592
 GC2592                          SUPERSEDED SURVEY CONTROL
 GC2592
 GC2592  NAD 83(1995)-  36 04 46.60806(N)    087 38 59.98691(W) AD(       ) 2
 GC2592  NAD 83(1995)-  36 04 46.60883(N)    087 38 59.98776(W) AD(       ) 2
 GC2592  NAD 83(1986)-  36 04 46.61631(N)    087 38 59.98527(W) AD(       ) 2
 GC2592  NAD 27      -  36 04 46.39700(N)    087 38 59.91900(W) AD(       ) 2
 GC2592
 GC2592.Superseded values are not recommended for survey control.
 GC2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2592.See file dsdata.txt to determine how the superseded data were derived.
 GC2592
 GC2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4147692974(NAD 83)
 GC2592_MARKER: DS = TRIANGULATION STATION DISK
 GC2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2592
 GC2592  HISTORY     - Date     Condition        Report By
 GC2592  HISTORY     - 1934     MONUMENTED       CGS
 GC2592  HISTORY     - 1952     GOOD             CGS
 GC2592  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GC2592  HISTORY     - 1972     GOOD             TVA
 GC2592
 GC2592                          STATION DESCRIPTION
 GC2592
 GC2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2592'ABOUT 3-1/2 MILES EAST-SOUTHEAST OF GORMAN RAILROAD STATION, ON LAND
 GC2592'OF W.O. PRIEST, ON HIGHEST GROUND ABOUT 125 YARDS SOUTHEAST OF MR.
 GC2592'PRIESTS HOUSE, DIRECTLY UNDER WIRE FENCE, AND 29 FEET NORTH OF BARN.
 GC2592'TO REACH FROM MAIN ROAD JUNCTION ALONG STATE ROUTE 70 AT SIDE ROAD
 GC2592'WITH ARROW RUSKIN 10 MILES, TAKE ROAD LEADING WEST BEHIND
 GC2592'PAN-AMERICAN GAS STATION, GO 0.2 MILE AND TURN LEFT TO STATE
 GC2592'HIGHWAY GARAGE, KEEP MAIN ROAD AHEAD 0.5 MILE, CONTINUE STRAIGHT
 GC2592'AHEAD WHERE MAIN ROAD TURNS RIGHT, CONTINUE ON MAIN-TRAVELED ROAD
 GC2592'1.55 MILES AND THEN BEAR LEFT TO HOUSE OF MR. PRIEST. SURFACE AND
 GC2592'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2592'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2592'IN CONCRETE.  NO. 1 IS IN WIRE FENCE LINE AND 112.1 FEET
 GC2592'FROM STATION.  NO. 2 IS AT EDGE
 GC2592'OF CHERRY TREE AND 148.28 FEET FROM STATION.
 GC2592'AZIMUTH MARK IS ON SOUTH SIDE OF DIRT ROAD, ON PROPERTY OF S.H.
 GC2592'HENRY JR. BETWEEN TWO SMALL OAKS AT NORTH EDGE OF CULTIVATED FIELD,
 GC2592'AND 0.4 MILE FROM STATION.
 GC2592
 GC2592                          STATION RECOVERY (1952)
 GC2592
 GC2592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2592'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2592'CONDITION. THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GC2592'AND THE AZIMUTH MARK CHECKED. THE STATION MARK WAS LOWERED TO 12
 GC2592'INCHES UNDERGROUND. REFERENCE MARK NO. 1 AND NO. 2 WERE
 GC2592'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER. REFERENCE MARK NO. 3
 GC2592'AND NO. 4 WERE ESTABLISHED BY THIS PARTY. A NEW DESCRIPTION FOLLOWS-
 GC2592'
 GC2592'STATION IS LOCATED ON THE PROPERTY OF DAVID HICKS ABOUT 2 MILES SOUTH
 GC2592'OF MC EWEN. IT IS 131 FEET NORTH OF THE CENTER OF A FARM LANE AND
 GC2592'29 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS 12 INCHES
 GC2592'UNDERGROUND AND THE DISK IS STAMPED MC EWEN 1934-1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 3 IS 22 FEET NORTH OF THE CENTER OF THE FARM LANE
 GC2592'AND 1 FOOT NORTH OF A FENCE. THE MARK PROJECTS ABOUT 3 INCHES
 GC2592'AND THE DISK IS STAMPED MC EWEN NO. 3 1934-1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 4 IS 9 FEET NORTH OF THE CENTER OF THE FARM LANE
 GC2592'AND 1 FOOT NORTH OF THE FENCE. THE MARK PROJECTS ABOUT 3 INCHES
 GC2592'AND THE DISK IS STAMPED MC EWEN NO. 4 1934-1952.
 GC2592'
 GC2592'AZIMUTH MARK IS 15 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 GC2592'3 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GC2592'ABOUT 4 INCHES AND THE DISK IS STAMPED MC EWEN AZI 1934.
 GC2592'
 GC2592'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN MC EWEN, GO
 GC2592'WEST ON A PAVED STREET FOR 0.65 MILE TO A SHARP TURN LEFT AND THE
 GC2592'BEGINNING OF GRAVEL ROAD. TURN LEFT AND GO SOUTHWEST AND WEST ON
 GC2592'GRAVEL ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GC2592'DESCRIBED. CONTINUE ON GRAVEL ROAD FOR 0.55 MILE TO A SHARP RIGHT
 GC2592'TURN AND MR. HICKS DRIVEWAY STRAIGHT AHEAD. KEEP ON THE
 GC2592'DRIVEWAY AND GO ABOUT 0.1 MILE TO A BARN. FROM THE BARN, GO EAST ON
 GC2592'FARM LANE FOR ABOUT 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2592'
 GC2592'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2592
 GC2592                          STATION RECOVERY (1971)
 GC2592
 GC2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC2592'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 GC2592'RECOVERED AND FOUND IN EXCELLENT CONDITION. THE AZIMUTH MARK
 GC2592'MONUMENT WAS FOUND UPROOTED BY GRADING EQUIPMENT, AND AS THE LOCATION
 GC2592'WAS NO LONGER VISIBLE WITH THE STATION DUE TO A PLANTING OF
 GC2592'PINES, THE DISK WAS REMOVED. A NEW AZIMUTH MARK MCEWEN 1934 1971 WAS
 GC2592'ESTABLISHED AT A NEW LOCATION. THE STATION WAS THEN OCCUPIED AND
 GC2592'THE HORIZONTAL ANGLES OBSERVED USING THE POSITIONED MCEWEN, MUNICIPAL
 GC2592'WATER TANK 1952 AS THE INITIAL. IN CHECKING THE HORIZONTAL ANGLES
 GC2592'OBSERVED THIS DATE AGAINST THE 1952 VALUES, THE REFERENCE MARK
 GC2592'ANGLES WERE WELL WITHIN THE REQUIERD LIMITS. VERTICAL ANGLE
 GC2592'OBSERVATIONS WERE MADE UPON THE REFERENCE MARKS AND SLOPE
 GC2592'MEASUREMENTS MADE. WHEN REDUCED TO HORIZONTAL, THE FOLLOWING
 GC2592'DISCREPANCIES WERE NOTED -0.38 OF A FOOT FOR R.M.  NO. 3 AND -0.16
 GC2592'OF A FOOT FOR R.M. NO. 4.
 GC2592'
 GC2592'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2592'
 GC2592'THE STATION IS LOCATED ON THE PROPERTY OF MR. C. C. GORDON ABOUT 2
 GC2592'MILES SOUTH OF MCEWEN.
 GC2592'
 GC2592'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 GC2592'HIGHWAY 70 AND WILLKE STREET IN MCEWEN (ABOUT 0.25 OF A MILE WEST
 GC2592'OF THE NEW POST OFFICE), GO SOUTHERLY ON WILLKE STREET FOR 0.1 OF A
 GC2592'MILE TO HIGH STREET ON THE RIGHT AND THE MUNICIPAL WATER TANK ON THE
 GC2592'LEFT. HERE TURN RIGHT ON HIGH STREET AND GO WEST-SOUTHWESTERLY FOR
 GC2592'0.35 OF A MILE TO WHERE THE PAVED ROAD TURNS LEFT, TURN LEFT ON
 GC2592'THIS PAVED ROAD AND GO SOUTHERLY FOR 0.2 OF A MILE TO A PAVED T ROAD
 GC2592'RIGHT, CONTINUE SOUTHERLY AND SOUTHWESTERLY ON THE OILED ROAD
 GC2592'FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2592'CONTINUE SOUTHWESTERLY ON THE OILED ROAD FOR 0.25 OF A MILE TO WHERE
 GC2592'THE OILED ROAD BEARS RIGHT AND A GRAVELED FARM DRIVE
 GC2592'CONTINUES STRAIGHT AHEAD. HERE CONTINUE SOUTH AND EAST ON THE
 GC2592'GRAVELED FARM DRIVE FOR 0.15 OF A MILE TO THE C.C. GORDON FARM HOME.
 GC2592'PASS THROUGH A GATE AT THE SOUTHWEST CORNER OF THE HOUSE, THEN BEAR
 GC2592'SHARP RIGHT ALONG A TRACK ROAD TO A WIRE GAP AND FARM LANE LEFT,
 GC2592'TURN LEFT TO A WIRE GATE FOR A TOTAL DISTANCE OF ABOUT 0.05 OF A
 GC2592'MILE. PASS THROUGH THIS WIRE GATE AND CONTINUE EAST-SOUTHEASTERLY ON
 GC2592'A TRACK ROAD FOR ABOUT 0.05 OF A MI TO THE TOP OF THE HILL AND THE
 GC2592'STATION ON THE LEFT ACROSS FENCE IN OPEN PASTURE AS DESCRIBED.
 GC2592'
 GC2592'THE STATION IS IN OPEN PASTURE LAND, 127 FEET NORTH-NORTHEAST OF THE
 GC2592'APPROXIMATE CENTER OF A TRACK ROAD, 120 FEET NORTH-NORTHEAST
 GC2592'OF A FENCE, AND 89 FEET NORTH OF A 28-INCH, FORKED TRUNKED MULBERRY
 GC2592'TREE. IT IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS
 GC2592'OF CONCRETE ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GC2592'DISK IS STAMPED MCEWEN 1934 1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 3 IS ON THE SOUTHWEST SLOPE OF THE HILL, 204 FEET
 GC2592'WEST OF THE 28-INCH, FORKED TRUNKED MULBERRY TREE, 32 FEET
 GC2592'NORTH-NORTHWEST OF A 10-INCH CEDAR TREE, 9 FEET NORTH-NORTHEAST OF
 GC2592'THE APPROXIMATE CENTER OF THE TRACK ROAD, 1.0 FOOT EAST OF A
 GC2592'METAL WITNESS POST AND SIGN, AND DIRECTLY UNDER A FENCE. IT IS A
 GC2592'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GC2592'MOMUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED MCEWEN NO. 3
 GC2592'1934 1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 4 IS ON THE SOUTH SLOPE OF THE HILL, 94 FEET EAST
 GC2592'OF AN 8-INCH BLACK CHERRY TREE, 73 FEET SOUTH- SOUTHWEST OF THE
 GC2592'28-INCH, FORKED TRUNKED MULBERRY TREE, 7 FEET NORTH-NORTHEAST OF THE
 GC2592'APPROXIMATE CENTER OF THE TRACK ROAD, 0.8 OF A FOOT
 GC2592'SOUTH-SOUTHWEST OF A FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GC2592'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2592'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GC2592'IS STAMPED MCEWEN NO. 4 1934 1952.
 GC2592'
 GC2592'DUE TO SMALL TREES ON LINE ALONG THE FENCE, THE REFERENCE MARKS COULD
 GC2592'NOT BE MEASURED BETWEEN.
 GC2592'
 GC2592'THE AZIMUTH MARK IS ABOUT 0.45 OF A MILE NORTH OF THE STATION, 60
 GC2592'FEET EAST-NORTHEAST OF A FENCE CORNER, 19 FEET NORTHWEST OF
 GC2592'THE APPROXIMATE CENTER OF AN OILED ROAD, 10 FEET SOUTHWEST OF A
 GC2592'10-INCH SHAGBARK HICKORY TREE IN A FENCE CORNER, 2 FEET
 GC2592'SOUTH-SOUTHEAST OF A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST
 GC2592'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GC2592'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GC2592'STAMPED MCEWEN 1934 1971.
 GC2592
 GC2592                          STATION RECOVERY (1972)
 GC2592
 GC2592'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 GC2592'MCEWEN 1934 1952 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2592'
 GC2592'RMS 3 AND 4 GOOD
 GC2592'
 GC2592'AZIMUTH MARK (1971) GOOD
 GC2592'
 GC2592'STATION IS ABOUT 1.0 FOOT BELOW GROUND SURFACE AND 89.0 FT. NW OF
 GC2592'TACK AND WASHER SET IN 30 INCH MULBERRY TREE. STATION SITE IS ON TOP
 GC2592'OF HILL IN OPEN FIELD. LOCATED ABOUT 3.5 MI. ESE OF GORMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0040 ***********************************************************************
 FE0040  DESIGNATION -  MCILLWAIN AZ MK
 FE0040  PID         -  FE0040
 FE0040  STATE/COUNTY-  TN/DECATUR
 FE0040  USGS QUAD   -  SUGAR TREE (1986)
 FE0040
 FE0040                         *CURRENT SURVEY CONTROL
 FE0040  ___________________________________________________________________
 FE0040* NAD 83(1986)-  35 50 48.     (N)    088 03 37.     (W)     SCALED    
 FE0040* NAVD 88     -       178.699  (meters)     586.28   (feet)  ADJUSTED  
 FE0040  ___________________________________________________________________
 FE0040  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE0040  DYNAMIC HT  -         178.544 (meters)     585.77  (feet)  COMP
 FE0040  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0040
 FE0040  VERT ORDER  -  SECOND    CLASS 0
 FE0040
 FE0040.The horizontal coordinates were scaled from a topographic map and have
 FE0040.an estimated accuracy of +/- 6 seconds.
 FE0040
 FE0040.The orthometric height was determined by differential leveling
 FE0040.and adjusted by the National Geodetic Survey in June 1991..
 FE0040
 FE0040.The geoid height was determined by GEOID03.
 FE0040
 FE0040.The dynamic height is computed by dividing the NAVD 88
 FE0040.geopotential number by the normal gravity value computed on the
 FE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0040.degrees latitude (g = 980.6199 gals.).
 FE0040
 FE0040.The modeled gravity was interpolated from observed gravity values.
 FE0040
 FE0040;                    North         East    Units  Estimated Accuracy
 FE0040;SPC TN       -   169,860.      413,900.      MT  (+/- 180 meters Scaled)
 FE0040
 FE0040                          SUPERSEDED SURVEY CONTROL
 FE0040
 FE0040  NGVD 29 (??/??/??)  178.720  (m)          586.35   (f) ADJUSTED    2 0
 FE0040
 FE0040.Superseded values are not recommended for survey control.
 FE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0040.See file dsdata.txt to determine how the superseded data were derived.
 FE0040
 FE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042674(NAD 83)
 FE0040_MARKER: DZ = AZIMUTH MARK DISK
 FE0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0040_STAMPING: MCILLWAIN 1959
 FE0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0040+STABILITY: SURFACE MOTION
 FE0040
 FE0040  HISTORY     - Date     Condition        Report By
 FE0040  HISTORY     - 1959     MONUMENTED       CGS
 FE0040
 FE0040                          STATION DESCRIPTION
 FE0040
 FE0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0040'1.8 MI SE FROM MC ILLWAIN.
 FE0040'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0040'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0040'MILES SOUTHEAST OF HOLLADAY, GO 1.8 MILES SOUTHEAST ON STATE
 FE0040'HIGHWAY 69, 33 FEET WEST OF THE CENTER OF STATE HIGHWAY 69, 2
 FE0040'FEET EAST OF A POWER LINE POLE, AND 2 FEET NORTH OF WITNESS POST.
 FE0040'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 FE0040'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0042 ***********************************************************************
 FE0042  DESIGNATION -  MCILLWAIN RM 1
 FE0042  PID         -  FE0042
 FE0042  STATE/COUNTY-  TN/BENTON
 FE0042  USGS QUAD   -  SUGAR TREE (1986)
 FE0042
 FE0042                         *CURRENT SURVEY CONTROL
 FE0042  ___________________________________________________________________
 FE0042* NAD 83(1986)-  35 51 00.     (N)    088 03 45.     (W)     SCALED    
 FE0042* NAVD 88     -       190.206  (meters)     624.03   (feet)  ADJUSTED  
 FE0042  ___________________________________________________________________
 FE0042  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE0042  DYNAMIC HT  -         190.042 (meters)     623.50  (feet)  COMP
 FE0042  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 FE0042
 FE0042  VERT ORDER  -  SECOND    CLASS 0
 FE0042
 FE0042.The horizontal coordinates were scaled from a topographic map and have
 FE0042.an estimated accuracy of +/- 6 seconds.
 FE0042
 FE0042.The orthometric height was determined by differential leveling
 FE0042.and adjusted by the National Geodetic Survey in June 1991..
 FE0042
 FE0042.The geoid height was determined by GEOID03.
 FE0042
 FE0042.The dynamic height is computed by dividing the NAVD 88
 FE0042.geopotential number by the normal gravity value computed on the
 FE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0042.degrees latitude (g = 980.6199 gals.).
 FE0042
 FE0042.The modeled gravity was interpolated from observed gravity values.
 FE0042
 FE0042;                    North         East    Units  Estimated Accuracy
 FE0042;SPC TN       -   170,240.      413,710.      MT  (+/- 180 meters Scaled)
 FE0042
 FE0042                          SUPERSEDED SURVEY CONTROL
 FE0042
 FE0042  NGVD 29 (??/??/??)  190.227  (m)          624.10   (f) ADJUSTED    2 0
 FE0042
 FE0042.Superseded values are not recommended for survey control.
 FE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0042.See file dsdata.txt to determine how the superseded data were derived.
 FE0042
 FE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE040678(NAD 83)
 FE0042_MARKER: DR = REFERENCE MARK DISK
 FE0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0042_STAMPING: MCILLWAIN NO 1 1959
 FE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0042+STABILITY: SURFACE MOTION
 FE0042
 FE0042  HISTORY     - Date     Condition        Report By
 FE0042  HISTORY     - 1959     MONUMENTED       CGS
 FE0042
 FE0042                          STATION DESCRIPTION
 FE0042
 FE0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0042'1.5 MI SE FROM MC ILLWAIN.
 FE0042'IT IS LOCATED AT THE MC ILLWAIN 1959 STATION SITE.  THE MARK IS
 FE0042'67.83 FEET WEST-SOUTHWEST OF THE STATION, 48 FEET EAST OF THE
 FE0042'CENTER OF STATE HIGHWAY 69, 6 FEET EAST OF A 6 INCH OAK TREE.
 FE0042'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 FE0042'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0041 ***********************************************************************
 FE0041  DESIGNATION -  MCILLWAIN RM 2
 FE0041  PID         -  FE0041
 FE0041  STATE/COUNTY-  TN/BENTON
 FE0041  USGS QUAD   -  SUGAR TREE (1986)
 FE0041
 FE0041                         *CURRENT SURVEY CONTROL
 FE0041  ___________________________________________________________________
 FE0041* NAD 83(1986)-  35 51 00.     (N)    088 03 45.     (W)     SCALED    
 FE0041* NAVD 88     -       191.059  (meters)     626.83   (feet)  ADJUSTED  
 FE0041  ___________________________________________________________________
 FE0041  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE0041  DYNAMIC HT  -         190.894 (meters)     626.29  (feet)  COMP
 FE0041  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 FE0041
 FE0041  VERT ORDER  -  SECOND    CLASS 0
 FE0041
 FE0041.The horizontal coordinates were scaled from a topographic map and have
 FE0041.an estimated accuracy of +/- 6 seconds.
 FE0041
 FE0041.The orthometric height was determined by differential leveling
 FE0041.and adjusted by the National Geodetic Survey in June 1991..
 FE0041
 FE0041.The geoid height was determined by GEOID03.
 FE0041
 FE0041.The dynamic height is computed by dividing the NAVD 88
 FE0041.geopotential number by the normal gravity value computed on the
 FE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0041.degrees latitude (g = 980.6199 gals.).
 FE0041
 FE0041.The modeled gravity was interpolated from observed gravity values.
 FE0041
 FE0041;                    North         East    Units  Estimated Accuracy
 FE0041;SPC TN       -   170,240.      413,710.      MT  (+/- 180 meters Scaled)
 FE0041
 FE0041                          SUPERSEDED SURVEY CONTROL
 FE0041
 FE0041  NGVD 29 (??/??/??)  191.080  (m)          626.90   (f) ADJUSTED    2 0
 FE0041
 FE0041.Superseded values are not recommended for survey control.
 FE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0041.See file dsdata.txt to determine how the superseded data were derived.
 FE0041
 FE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE040678(NAD 83)
 FE0041_MARKER: DR = REFERENCE MARK DISK
 FE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0041_STAMPING: MCILLWAIN NO 2 1959
 FE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0041+STABILITY: SURFACE MOTION
 FE0041
 FE0041  HISTORY     - Date     Condition        Report By
 FE0041  HISTORY     - 1959     MONUMENTED       CGS
 FE0041
 FE0041                          STATION DESCRIPTION
 FE0041
 FE0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0041'1.5 MI SE FROM MC ILLWAIN.
 FE0041'IT IS LOCATED AT THE MC ILLWAIN 1959 STATION SITE.  THE MARK IS
 FE0041'52.07 FEET WEST-NORTHWEST OF THE STATION, 8 FEET SOUTHEAST OF A
 FE0041'CULTIVATED FIELD AND THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0041'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1512 ***********************************************************************
 FD1512  DESIGNATION -  MCKEE
 FD1512  PID         -  FD1512
 FD1512  STATE/COUNTY-  TN/MAURY
 FD1512  USGS QUAD   -  GODWIN (1988)
 FD1512
 FD1512                         *CURRENT SURVEY CONTROL
 FD1512  ___________________________________________________________________
 FD1512* NAD 83(1995)-  35 42 17.62284(N)    087 05 56.90221(W)     ADJUSTED  
 FD1512* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 FD1512  ___________________________________________________________________
 FD1512  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FD1512  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1512
 FD1512  HORZ ORDER  -  FIRST
 FD1512
 FD1512.The horizontal coordinates were established by classical geodetic methods
 FD1512.and adjusted by the National Geodetic Survey in April 1999..
 FD1512
 FD1512.The orthometric height was scaled from a topographic map.
 FD1512
 FD1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1512
 FD1512.The geoid height was determined by GEOID03.
 FD1512
 FD1512;                    North         East     Units Scale Factor Converg.
 FD1512;SPC TN       -   152,731.906   500,536.598   MT  0.99995093   -0 38 36.5
 FD1512;SPC TN       -   501,087.93  1,642,177.16   sFT  0.99995093   -0 38 36.5
 FD1512;UTM  16      - 3,951,222.355   491,031.620   MT  0.99960099   -0 03 28.3
 FD1512
 FD1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1512!SPC TN       -   0.99996000  x   0.99995093  =   0.99991093
 FD1512!UTM  16      -   0.99996000  x   0.99960099  =   0.99956100
 FD1512
 FD1512|---------------------------------------------------------------------|
 FD1512| PID    Reference Object                     Distance      Geod. Az  |
 FD1512|                                                           dddmmss.s |
 FD1512| CG6914 MCKEE RM 1                                         10921     |
 FD1512| CG6915 MCKEE RM 2                                         16416     |
 FD1512| CG6913 MCKEE AZ MK                                        1985329.0 |
 FD1512|---------------------------------------------------------------------|
 FD1512
 FD1512                          SUPERSEDED SURVEY CONTROL
 FD1512
 FD1512  NAD 83(1995)-  35 42 17.62512(N)    087 05 56.90442(W) AD(       ) 1
 FD1512  NAD 83(1986)-  35 42 17.63403(N)    087 05 56.90438(W) AD(       ) 1
 FD1512  NAD 27      -  35 42 17.38300(N)    087 05 56.88400(W) AD(       ) 1
 FD1512
 FD1512.Superseded values are not recommended for survey control.
 FD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1512.See file dsdata.txt to determine how the superseded data were derived.
 FD1512
 FD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9103251222(NAD 83)
 FD1512_MARKER: DS = TRIANGULATION STATION DISK
 FD1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1512
 FD1512  HISTORY     - Date     Condition        Report By
 FD1512  HISTORY     - 1934     MONUMENTED       CGS
 FD1512  HISTORY     - 1958     GOOD             TVA
 FD1512  HISTORY     - 1962     GOOD             CGS
 FD1512
 FD1512                          STATION DESCRIPTION
 FD1512
 FD1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1512'ABOUT 7.5 MILES NORTHWEST BY NORTH OF COLUMBIA, 6.5 MILES EAST BY
 FD1512'NORTH OF
 FD1512'WILLIAMSPORT, 2.75 MILES SOUTHEAST OF SANTA FE, IN OPEN
 FD1512'FIELD ON HIGHEST PART OF
 FD1512'HILL, AND ON LAND OWNED BY R Y MCKEE AND
 FD1512'TENANTED BY MR HAYES.  TO REACH FROM
 FD1512'COURTHOUSE IN COLUMBIA, GO WEST
 FD1512'2 BLOCKS TO STREET JUST WEST OF POST OFFICE, TURN RIGHT
 FD1512'ONTO THIS
 FD1512'STREET AND GO NORTHWEST 8.2 MILES ON SANTE FE-COLUMBIA PIKE TO LANE
 FD1512'ON RIGHT, AND
 FD1512'FOLLOW LANE TO MCKEES HOUSE AND STATION SITE.  ALSO
 FD1512'REACHED FROM SANTE FE BY GOING
 FD1512'SOUTHEAST 3.0 MILES ON SANTE
 FD1512'FE-COLUMBIA PIKE TO LANE LEADING TO MCKEES HOUSE.
 FD1512'STATION IS 250
 FD1512'YARDS NORTH OF SANTE FE-COLUMBIA PIKE, 0.05 MILE EAST OF MCKEES
 FD1512'HOUSE, 170 FEET
 FD1512'EAST-SOUTHEAST OF HIS BARN, AND 150 FEET NORTH OF
 FD1512'FENCE ALONG NORTH EDGE OF WOODS.
 FD1512'SURFACE AND UNDERGROUND MARKS ARE
 FD1512'STANDARD STATION DISKS IN CONCRETE.
 FD1512'UPPER MARK
 FD1512'PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1512'STANDARD REFERENCE
 FD1512'DISKS IN CONCRETE.  NO 1, PROJECTING 6
 FD1512'INCHES ABOVE GROUND, IS 55 FEET
 FD1512'NORTHEAST OF FENCE CORNER AT CORNER
 FD1512'OF WOODS, 0.5 FOOT NORTHWEST OF FENCE ALONG
 FD1512'NORTHWEST EDGE OF WOODS,
 FD1512'AND 510.90 FEET (SLOPE DISTANCE) FROM STATION S 70 DEG 39 MIN E.
 FD1512'NO 2, PROJECTING 5 INCHES ABOVE GROUND, IS 3 FEET NORTH
 FD1512'OF FENCE ALONG NORTH EDGE
 FD1512'OF WOODS, AND 188.50 FEET (SLOPE DISTANCE)
 FD1512'FROM STATION S 15 DEG 44 MIN E.
 FD1512'AZIMUTH MARK, PROJECTING 5
 FD1512'INCHES ABOVE GROUND, IS ABOUT 0.15 MILE SOUTH OF MCKEES
 FD1512'HOUSE, 140 FEET
 FD1512'NORTHWEST OF CENTER OF GATE AT SUMMIT OF ROAD GRADE, 18 FEET
 FD1512'NORTHWEST OF 8-INCH ASH
 FD1512'TREE ON FENCE LINE, 15 FEET SOUTH WEST OF
 FD1512'CENTER LINE OF COLUMBIA-SANTE FE PIKE, 1
 FD1512'FOOT NORTHEAST OF
 FD1512'RIGHT-OF-WAY FENCE, AND ABOUT 0.2 MILE FROM STATION S 18 DEG 53 MIN W.
 FD1512'STATIONS KINCADE AND STEVENS (SEE DESCRIPTIONS AND
 FD1512'GEOGRAPHIC POSITIONS
 FD1512'THEREOF) ARE VISIBLE FROM GROUND AT THIS  STATION.
 FD1512
 FD1512                          STATION RECOVERY (1958)
 FD1512
 FD1512'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FD1512'STATION AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2 AND AZIMUTH MARK
 FD1512'WAS NOT FOUND.  RM
 FD1512'2 PROBABLY DESTROYED WHEN FENCE AND WOODS LINE WAS
 FD1512'MOVED FARTHER SOUTH.
 FD1512'
 FD1512'STATION IS 4.0 FEET S TO E-W FENCE LINE AND 25.0 FEET SE TO FENCE
 FD1512'CORNER.  A SIGN
 FD1512'SET 4 FEET SOUTH OF STATION.
 FD1512'
 FD1512'RM 1 IS NOW 90 FEET NE OF FENCE CORNER AT CORNER OF WOODS.  A SIGN
 FD1512'WAS SET 2 FEET E
 FD1512'OF MARK.
 FD1512
 FD1512                          STATION RECOVERY (1962)
 FD1512
 FD1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1512'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD1512'CONDITION.  THE T V A
 FD1512'RECOVERY NOTE 1953 STATED THAT REFERENCE MARK NO 2 AND THE
 FD1512'AZIMUTH MARK WERE NOT
 FD1512'FOUND AND WERE PROBABLY DESTROYED.  THIS
 FD1512'RECOVERY NOTE IS IN ERROR AND SHOULD BE
 FD1512'DISREGARDED IN THE FUTURE.
 FD1512'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1512'
 FD1512'THE STATION IS ABOUT 7.5 MILES NORTHWEST BY NORTH OF COLUMBIA, 6.5
 FD1512'MILES EAST BY NORTH OF
 FD1512'WILLIAMSPORT, 2.75 MILES SOUTHEAST OF SANTE FE, IN AN
 FD1512'OPEN FIELD AT THE SUMMIT OF A
 FD1512'HIGH HILL ON THE PROPERTY OF S S
 FD1512'WILLIS.
 FD1512'
 FD1512'TO REACH THE STATION FROM THE WEST SIDE OF THE MAURY COUNTY
 FD1512'COURTHOUSE SQUARE, IN
 FD1512'COLUMBIA, GO WEST ON WEST SEVENTH STREET (HIGHWAYS 43, 50 AND 99)
 FD1512'FOR 2 BLOCKS TO NORTH
 FD1512'HIGH STREET ON THE RIGHT, TURN RIGHT AND GO
 FD1512'WEST ON NORTH HIGH STREET AND STATE
 FD1512'ROUTE NO 7 (THIS IS THE OLD
 FD1512'SANTE-FE-COLUMBIA PIKE) FOR 2.2 MILES TO THE COMMADORE
 FD1512'D LOVELESS
 FD1512'BRIDGE OVER THE DUCK RIVER.  CONTINUE NORTHWEST ON STATE ROUTE 7 FOR
 FD1512'5.85 MILES TO THE
 FD1512'T C LOCKHART HOME ON THE LEFT AND THE AZIMUTH MARK
 FD1512'ON THE LEFT JUST AFTER PASSING THE
 FD1512'HOUSE.  CONTINUE WESTERLY ON STATE
 FD1512'ROUTE 7 FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT
 FD1512'LEADING INTO THE S S
 FD1512'WILLIS FARM BUILDINGS, TURN RIGHT, NORTH, ON THIS DRIVEWAY AND GO
 FD1512'0.1 MILE TO THE
 FD1512'FARM HOUSE ON THE LEFT AND A WOODEN GATE ON THE RIGHT
 FD1512'LEADING INTO THE BARN LOTS.
 FD1512'TURN RIGHT, EAST, PASSING SOUTH OF BARNS
 FD1512'AND THROUGH THREE WOODEN GATES FOR ABOUT 0.05
 FD1512'MILE TO THE TOP OF THE
 FD1512'HILL AND THE STATION.
 FD1512'
 FD1512'THE STATION IS ABOUT 55 YARDS SOUTHEAST OF A LARGE BARN, 132 FEET
 FD1512'EAST OF A T FENCE CORNER
 FD1512'AND GATE AT THE SOUTHEAST CORNER OF THE BARN LOT, 53
 FD1512'FEET WEST OF A NORTHEAST FENCE
 FD1512'CORNER POST, 5.2 FEET SOUTH OF A METAL
 FD1512'WITNESS POST AND TVA SIGN, AND 5 FEET SOUTH OF A
 FD1512'FENCE.  IT IS A
 FD1512'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FD1512'THAT PROJECTS 6
 FD1512'INCHES AND THE DISK IS STAMPED MCKEE 1934.
 FD1512'
 FD1512'REFERENCE MARK NO 1 IS ON THE EAST SLOPE OF THE HILL, NEAR THE SOUTH
 FD1512'END OF A THICKET OF LOCUST
 FD1512'TREES AT THE EAST EDGE OF THE CLEARING, 90 FEET
 FD1512'NORTHEAST OF A FENCE CORNER AT EDGE
 FD1512'OF WOODS, 8 FEET SOUTHWEST OF A
 FD1512'24-INCH ELM TREE, 2.0 FEET WEST OF A METAL WITNESS
 FD1512'POST AND TVA SIGN,
 FD1512'AND 0.5 FOOT NORTHWEST OF A FENCE.  IT IS A STANDARD DISK SET IN THE
 FD1512'TOP OF A 10-INCH,
 FD1512'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 FD1512'THE DISK IS STAMPED MCKEE NO 1 1934.
 FD1512'
 FD1512'REFERENCE MARK NO 2 IS ON THE SOUTH SLOPE OF THE HILL, NEAR THE SOUTH
 FD1512'EDGE OF THE CLEARING, 3
 FD1512'FEET NORTH OF A FENCE JUST SOUTH OF THE EDGE OF THE
 FD1512'WOODS AND 1.5 FEET EAST OF A METAL
 FD1512'WITNESS POST AND SIGN.  IT IS A
 FD1512'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1512'CONCRETE MONUMENT
 FD1512'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MCKEE
 FD1512'NO 2 1934.
 FD1512'
 FD1512'THE AZIMUTH MARK IS ON THE PROPERTY OF T C LOCKHART ALONG THE SOUTH
 FD1512'EDGE OF STATE ROUTE 7,
 FD1512'49 FEET NORTHWEST OF A FENCE CORNER POST, 48 FEET
 FD1512'SOUTHEAST OF A 14-INCH BLACK
 FD1512'WALNUT TREE, 42.5 FEET NORTH OF A
 FD1512'POWERLINE POLE NO 129, ACROSS THE HIGHWAY AND
 FD1512'32 FEET SOUTH OF
 FD1512'TELEPHONE POLE NO 183, 20 FEET NORTHWEST OF A 24-INCH HACKBERRY
 FD1512'TREE, 16 FEET
 FD1512'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 7, 1.5
 FD1512'FEET WEST OF A METAL
 FD1512'WITNESS POST AND SIGN, AND 1 FOOT SOUTHWEST OF A
 FD1512'FENCE.  IT IS A STANDARD REFERENCE MARK
 FD1512'DISK SET IN THE TOP OF A
 FD1512'10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 FD1512'OF THE
 FD1512'GROUND AND THE DISK IS STAMPED MCKEE AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2377 ***********************************************************************
 FE2377  DESIGNATION -  MCKELLAR
 FE2377  PID         -  FE2377
 FE2377  STATE/COUNTY-  TN/MADISON
 FE2377  USGS QUAD   -  WESTOVER (1981)
 FE2377
 FE2377                         *CURRENT SURVEY CONTROL
 FE2377  ___________________________________________________________________
 FE2377* NAD 83(1995)-  35 36 05.30174(N)    088 55 16.88972(W)     ADJUSTED  
 FE2377* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2377  ___________________________________________________________________
 FE2377  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FE2377  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2377
 FE2377  HORZ ORDER  -  THIRD
 FE2377
 FE2377.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE2377
 FE2377.The horizontal coordinates were established by classical geodetic methods
 FE2377.and adjusted by the National Geodetic Survey in April 1999..
 FE2377
 FE2377.The orthometric height was scaled from a topographic map.
 FE2377
 FE2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2377
 FE2377.The geoid height was determined by GEOID03.
 FE2377
 FE2377;                    North         East     Units Scale Factor Converg.
 FE2377;SPC TN       -   144,649.379   335,331.501   MT  0.99995660   -1 42 37.0
 FE2377;SPC TN       -   474,570.50  1,100,166.77   sFT  0.99995660   -1 42 37.0
 FE2377;UTM  16      - 3,941,446.615   325,954.885   MT  0.99997329   -1 07 07.6
 FE2377
 FE2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2377!SPC TN       -   0.99998465  x   0.99995660  =   0.99994125
 FE2377!UTM  16      -   0.99998465  x   0.99997329  =   0.99995794
 FE2377
 FE2377|---------------------------------------------------------------------|
 FE2377| PID    Reference Object                     Distance      Geod. Az  |
 FE2377|                                                           dddmmss.s |
 FE2377| FE0740 J 173                                69.086 METERS 00027     |
 FE2377| FE2375 MADISON JACKSON MUNICIPAL AIRPORT B APPROX. 0.8 KM 0391159.0 |
 FE2377| CG4531 MCKELLAR AZ MK                                     0422938.9 |
 FE2377| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 9.4 KM 0580509.8 |
 FE2377| FE2378 WESTOVER MUNICIPAL TANK             APPROX. 2.7 KM 0772539.3 |
 FE2377| FE2287 BRITTON LANE LOT WT 28              APPROX.13.5 KM 1915614.9 |
 FE2377| CG4532 MCKELLAR RM 1                        24.628 METERS 27321     |
 FE2377|---------------------------------------------------------------------|
 FE2377
 FE2377                          SUPERSEDED SURVEY CONTROL
 FE2377
 FE2377  NAD 83(1995)-  35 36 05.30682(N)    088 55 16.89403(W) AD(       ) 3
 FE2377  NAD 83(1986)-  35 36 05.31335(N)    088 55 16.89055(W) AD(       ) 3
 FE2377  NAD 27      -  35 36 05.04240(N)    088 55 16.67180(W) AD(       ) 3
 FE2377
 FE2377.Superseded values are not recommended for survey control.
 FE2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2377.See file dsdata.txt to determine how the superseded data were derived.
 FE2377
 FE2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2595541447(NAD 83)
 FE2377_MARKER: DS = TRIANGULATION STATION DISK
 FE2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2377
 FE2377  HISTORY     - Date     Condition        Report By
 FE2377  HISTORY     - 1958     MONUMENTED       CGS
 FE2377  HISTORY     - 1965     GOOD             CGS
 FE2377  HISTORY     - 1979     GOOD             NGS
 FE2377  HISTORY     - 1983     GOOD             NGS
 FE2377
 FE2377                          STATION DESCRIPTION
 FE2377
 FE2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2377'THE STATION IS ABOUT 6.5 MILES WEST OF JACKSON AND IS ON THE MADISON
 FE2377'COUNTY-JACKSON MUNICIPAL AIRPORT KNOWN AS MCKELLAR FIELD.
 FE2377'IT IS 46 FEET SOUTH OF THE SOUTHEAST CORNER OF A HANGAR, 30 FEET
 FE2377'NORTH OF THE CENTERLINE OF A PAVED STREET AND 15 FEET WEST
 FE2377'OF THE WEST EDGE OF A PAVED APRON. THE MONUMENT IS FLUSH AND THE DISK
 FE2377'IS STAMPED MCKELLAR 1958.
 FE2377'
 FE2377'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE2377'SQUARE IN JACKSON, GO WEST ON U.S. HIGHWAY 70 AND STATE
 FE2377'HIGHWAY 20 FOR 0.6 MILE TO THEIR JUNCTION. CONTINUE WESTERLY ON
 FE2377'HIGHWAY 70 FOR 5.0 MILES TO TT 39 (TVA) MARK ON THE LEFT.
 FE2377'CONTINUE WEST ON HIGHWAY 70 FOR 0.65 MILE TO A SIDE ROAD LEFT, JUST
 FE2377'AFTER PASSING BRICK STORE AND SERVICE STATION ON THE LEFT.
 FE2377'TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD
 FE2377'LEFT. TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.1 MILE TO
 FE2377'A SHARP CURVE RIGHT. TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 FE2377'SHARP CURVE LEFT. TURN LEFT AND GO EAST 0.15 MILE TO THE
 FE2377'SOUTHEAST CORNER OF A HANGAR AND THE STATION ON THE LEFT.
 FE2377'
 FE2377'TO REACH THE AZIMUTH MARK AND Y-174 (TNDG) MARK FROM THE STATION, GO
 FE2377'WEST ON PAVED ROAD FOR 0.15 MILE TO A
 FE2377'SHARP CURVE RIGHT. TURN RIGHT AND GO NORTH FOR 0.15 MILE TO A SHARP
 FE2377'CURVE LEFT. TURN LEFT AND GO WEST FOR 0.1 MILE TO A T-ROAD.
 FE2377'TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A T-ROAD. TURN RIGHT AND GO
 FE2377'EAST ON U.S.  HIGHWAY 70 FOR 0.55 MILE TO A DRIVEWAY RIGHT.
 FE2377'TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO Y-174 (TENNESSEE
 FE2377'DIV. OF GEOLOGY) MARK ON THE RIGHT. CONTINUE SOUTH FOR ABOUT 140
 FE2377'FEET TO THE AZIMUTH MARK ON THE RIGHT.
 FE2377'
 FE2377'REFERENCE MARK 1 IS 63 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FE2377'HANGAR, 49 FEET EAST OF A POWERLINE POLE AND 36 FEET NORTH OF
 FE2377'THE CENTERLINE OF A PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2377'STAMPED MCKELLAR NO 1 1958.
 FE2377'
 FE2377'BENCH MARK J-173 WAS USED AS REFERENCE MARK 2. IT IS 16 FEET SOUTH OF
 FE2377'THE NORTHEAST CORNER OF THE HANGAR AND 1 FOOT SOUTH OF THE
 FE2377'NORTH EDGE OF THE NORTH DOORWAY. THE MARK IS A STANDARD U.S. COAST
 FE2377'AND GEODETIC SURVEY BENCH MARK DISK STAMPED J-173 1948 SET
 FE2377'IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE NORTH DOORWAY TO THE
 FE2377'HANGAR.
 FE2377'
 FE2377'Y-174 (TNDG) IS 186 FEET NORTH OF THE NORTH EDGE OF A CONCRETE RUNWAY
 FE2377'AND 130 FEET WEST OF THE NORTHWEST
 FE2377'CORNER OF A HANGAR. THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY
 FE2377'BENCH MARK DISK STAMPED Y-174 1948 SET IN THE TOP OF A 6 X 6
 FE2377'INCH CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND SURFACE. THE
 FE2377'MARK IS IN THE APPROXIMATE CENTER OF THE MADISON
 FE2377'COUNTY-JACKSON MUNICIPAL AIRPORT BEACON TOWER.
 FE2377'
 FE2377'THE AZIMUTH MARK IS 74 FEET WEST OF THE SOUTHWEST CORNER OF A HANGAR,
 FE2377'49 FEET NORTH OF THE NORTH EDGE OF A CONCRETE RUNWAY,
 FE2377'18 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 1 FOOT
 FE2377'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 FE2377'DISK IS STAMPED MCKELLAR 1958.
 FE2377'
 FE2377'TT 39 (TVA) IS 36 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70 AND
 FE2377'4 FEET SOUTH OF A POWELINE GUY POLE. THE MARK IS A
 FE2377'TENNESSEE VALLEY AUTHORITY SURVEY MARKER DISK STAMPED TT 39 TVA 1947
 FE2377'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS
 FE2377'8 INCHES.
 FE2377'
 FE2377'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2377
 FE2377                          STATION RECOVERY (1965)
 FE2377
 FE2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2377'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE2377'CONDITION.
 FE2377
 FE2377                          STATION RECOVERY (1979)
 FE2377
 FE2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2377'THE STATION, R.M. 1, AND R.M. 2 (BM J-173) WERE RECOVERED IN GOOD
 FE2377'CONDITION AS DESCRIBED, EXCEPT THE REFERENCE MARK 1 IS
 FE2377'NOT 49 FEET EAST OF A POWERLINE POLE, BUT IS 50.5 FEET WEST OF
 FE2377'POWER POLE 2 - 30A.
 FE2377'
 FE2377'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 FE2377'
 FE2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2377'OF JACKSON.
 FE2377
 FE2377                          STATION RECOVERY (1983)
 FE2377
 FE2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2377'RECOVERED IN GOOD CONDITION AS DESCRIBED BY WTM IN THE 1979
 FE2377'RECOVERY NOTE.
 FE2377'
 FE2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2377'OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1493 ***********************************************************************
 GD1493  DESIGNATION -  MCKENZIE
 GD1493  PID         -  GD1493
 GD1493  STATE/COUNTY-  TN/CARROLL
 GD1493  USGS QUAD   -  TREZEVANT EAST (1985)
 GD1493
 GD1493                         *CURRENT SURVEY CONTROL
 GD1493  ___________________________________________________________________
 GD1493* NAD 83(1995)-  36 07 06.26153(N)    088 30 42.20159(W)     ADJUSTED  
 GD1493* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 GD1493  ___________________________________________________________________
 GD1493  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GD1493  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1493
 GD1493  HORZ ORDER  -  SECOND
 GD1493
 GD1493.The horizontal coordinates were established by classical geodetic methods
 GD1493.and adjusted by the National Geodetic Survey in April 1999..
 GD1493
 GD1493.The orthometric height was scaled from a topographic map.
 GD1493
 GD1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1493
 GD1493.The geoid height was determined by GEOID03.
 GD1493
 GD1493;                    North         East     Units Scale Factor Converg.
 GD1493;SPC TN       -   200,954.645   373,906.556   MT  0.99996068   -1 28 13.7
 GD1493;SPC TN       -   659,298.70  1,226,725.09   sFT  0.99996068   -1 28 13.7
 GD1493;UTM  16      - 3,998,139.631   363,951.134   MT  0.99982806   -0 53 28.4
 GD1493
 GD1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1493!SPC TN       -   0.99997886  x   0.99996068  =   0.99993954
 GD1493!UTM  16      -   0.99997886  x   0.99982806  =   0.99980693
 GD1493
 GD1493|---------------------------------------------------------------------|
 GD1493| PID    Reference Object                     Distance      Geod. Az  |
 GD1493|                                                           dddmmss.s |
 GD1493| CG4546 MCKENZIE RM 1                        28.621 METERS 06825     |
 GD1493| CG4547 MCKENZIE RM 2                        54.757 METERS 15700     |
 GD1493| CG4545 MCKENZIE AZ MK                                     2705253.2 |
 GD1493| GD1490 MCKENZIE MUNICIPAL TANK             APPROX. 1.4 KM 3331308.1 |
 GD1493|---------------------------------------------------------------------|
 GD1493
 GD1493                          SUPERSEDED SURVEY CONTROL
 GD1493
 GD1493  NAD 83(1995)-  36 07 06.26278(N)    088 30 42.20694(W) AD(       ) 2
 GD1493  NAD 83(1995)-  36 07 06.26295(N)    088 30 42.20697(W) AD(       ) 2
 GD1493  NAD 83(1986)-  36 07 06.27216(N)    088 30 42.19994(W) AD(       ) 2
 GD1493  NAD 27      -  36 07 06.04900(N)    088 30 42.01300(W) AD(       ) 2
 GD1493
 GD1493.Superseded values are not recommended for survey control.
 GD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1493.See file dsdata.txt to determine how the superseded data were derived.
 GD1493
 GD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6395198140(NAD 83)
 GD1493_MARKER: DS = TRIANGULATION STATION DISK
 GD1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1493
 GD1493  HISTORY     - Date     Condition        Report By
 GD1493  HISTORY     - 1934     MONUMENTED       CGS
 GD1493  HISTORY     - 1967     GOOD             CGS
 GD1493  HISTORY     - 1971     GOOD             LOCENG
 GD1493  HISTORY     - 20040816 POOR             GEOCAC
 GD1493
 GD1493                          STATION DESCRIPTION
 GD1493
 GD1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1493'ABOUT 1 MILE SOUTHEAST OF MC KENZIE, AT MOUNT OLIVE CEMETERY, 90 FEET
 GD1493'WEST OF FENCE LINE ALONG EAST SIDE OF CEMETERY, 6 YARDS NORTH OF
 GD1493'CENTER LINE OF ROAD ALONG NORTH SIDE OF CEMETERY, 16 YARDS
 GD1493'NORTH-NORTHWEST OF 10-INCH WALNUT TREE, AND 10 YARDS
 GD1493'NORTH-NORTHEAST OF 14-INCH MAPLE TREE.  TO REACH FROM HOTEL LYNN
 GD1493'IN MC KENZIE, FOLLOW STATE ROUTE 76 SOUTH 0.4 MILE, KEEP TO LEFT
 GD1493'ON GRAVEL ROAD WHERE HIGHWAY BENDS TO RIGHT AND GO 0.5 MILE,
 GD1493'TURN LEFT ALONG NORTH SIDE OF CEMETERY AND GO 0.25 MILE TO HIGHEST
 GD1493'GROUND NEAR NORTHEAST CORNER OF CEMETERY AND STATION.  SURFACE AND
 GD1493'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1493'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1493'DISKS IN CONCRETE.  NO. 1 IS 20 YARDS NORTH-NORTHEAST OF
 GD1493'NORTHEAST CORNER OF CEMETERY, 1 FOOT WEST OF FENCE LINE ON EAST
 GD1493'SIDE OF CEMETERY, 34 FEET NORTH OF TRIPLE OAK, AND 93.90 FEET FROM
 GD1493'STATION N 68 DEG 25 MIN E.  NO. 2 IS ALONG FENCE LINE ON
 GD1493'EAST SIDE OF CEMETERY, 6 FEET EAST OF CENTER LINE OF ROAD ALONG
 GD1493'EAST SIDE OF CEMETERY, 24 FEET NORTHEAST OF 8-INCH ELM, AND
 GD1493'179.65 FEET FROM STATION S 23 DEG 00 MIN E.  AZIMUTH
 GD1493'MARK IS 60 YARDS EAST OF CENTER LINE OF GRAVEL ROAD ALONG WEST
 GD1493'SIDE OF CEMETERY, 4 YARDS NORTH OF CENTER LINE OF ROAD LEADING INTO
 GD1493'CEMETERY, 5 FEET EAST-SOUTHEAST OF 10-INCH WILD CHERRY TREE, AND
 GD1493'0.2 MILE FROM STATION N 89 DEG 07 MIN W.
 GD1493
 GD1493                          STATION RECOVERY (1967)
 GD1493
 GD1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1493'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1493'CONDITION. FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1493'
 GD1493'THE STATION IS ABOUT 1.0 MILE SOUTHEAST OF MC KENZIE AT THE MOUNT
 GD1493'OLIVE CEMETERY.
 GD1493'
 GD1493'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTHEAST
 GD1493'CORNER OF THE SQUARE AND JUST NORTH OF THE POST OFFICE IN MC KENZIE,
 GD1493'GO EASTERLY ON STATE ROUTE 124 FOR 0.45 MILE TO THE JUNCTION OF
 GD1493'U.S.  HIGHWAY 79 AND STATE ROUTE 22.  HERE TURN RIGHT AND GO
 GD1493'SOUTHWESTERLY ON U.S. HIGHWAY 79 FOR 0.5 MILE TO CHERRYWOOD ROAD ON
 GD1493'THE LEFT, TURN LEFT
 GD1493'AND GO SOUTHEASTERLY ON CHERRYWOOD ROAD FOR 0.4
 GD1493'MILE TO THE ENTRANCE INTO MOUNT OLIVE CEMETERY ON THE LEFT.  TURN
 GD1493'LEFT ON THE CEMETERY DRIVE AND GO EAST ABOUT 55 YARDS TO THE
 GD1493'AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON THE DRIVE FOR 0.15
 GD1493'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GD1493'
 GD1493'THE STATION IS 84 FEET NORTHWEST OF A 20-INCH OAK TREE, 51 FEET
 GD1493'NORTH-NORTHWEST OF A 16-INCH BLACK WALNUT TREE, 45 FEET NORTHEAST OF
 GD1493'A 24-INCH OAK TREE, 43 FEET NORTH OF THE BELL GRAVE HEADSTONE, AND 14
 GD1493'FEET NORTH OF THE APPROXIMATE CENTER OF THE CEMETERY DRIVE.  IT IS
 GD1493'A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1493'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED MCKENZIE
 GD1493'1934.
 GD1493'
 GD1493'REFERENCE MARK NO. 1 IS IN A DENSE BRUSHY AREA 93.90 FEET
 GD1493'EAST-NORTHEAST OF THE STATION, 45 FEET NORTH OF A FENCE CORNER, 5
 GD1493'FEET EAST OF A FENCE, AND 0.6 OF A FOOT WEST OF A METAL WITNESS POST
 GD1493'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1493'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1493'STAMPED MCKENZIE NO 1 1934.
 GD1493'
 GD1493'REFERENCE MARK NO. 2 IS 179.65 FEET SOUTH-SOUTHEAST OF
 GD1493'THE STATION, 51 FEET SOUTH OF A 14-INCH SYCAMORE TREE, 47 FEET
 GD1493'EAST OF THE COULTER GRAVE HEADSTONE, 6 FEET EAST OF THE APPROXIMATE
 GD1493'CENTER OF THE EAST DRIVE OF THE CEMETERY, AND 1 FOOT WEST OF THE
 GD1493'CEMETERY FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1493'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 GD1493'STAMPED MCKENZIE NO 2 1934.
 GD1493'
 GD1493'DUE TO NUMEROUS GRAVE HEADSTONES ON LINE, NO EFFORT WAS MADE TO
 GD1493'MEASURE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 GD1493'
 GD1493'THE AZIMUTH MARK IS 167 FEET EAST OF THE NORTH PILLAR OF THE
 GD1493'CEMETERY ENTRANCE, 23 FEET NORTH OF A 24-INCH WHITE OAK TREE, 13
 GD1493'FEET NORTH OF THE APPROXIMATE CENTER OF THE CEMETERY DRIVE, 11 FEET
 GD1493'SOUTH-SOUTHWEST OF THE MYRICK GRAVE HEADSTONE, AND 11 FEET
 GD1493'SOUTH-SOUTHEAST OF THE ELINOR GRAVE HEADSTONE.  IT IS A
 GD1493'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1493'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK
 GD1493'IS STAMPED MCKENZIE AZI 1934.
 GD1493'
 GD1493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE
 GD1493'SOUTHEAST OF MC KENZIE.
 GD1493
 GD1493                          STATION RECOVERY (1971)
 GD1493
 GD1493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1493'MCKENZIE STATION MARK RECOVERED IN GOOD CONDITION.
 GD1493'
 GD1493'MCKENZIE 1934 FOUND STAMPED ON THE POINT.
 GD1493'
 GD1493'NOTE--CEM. EXTENDED N., YOU TURN INTO CEM. AT MAIN ENTRANCE GATE AND
 GD1493'CONTINUE E. TO TOP OF HILL AND STATION ON N. SIDE ROAD., OTHER
 GD1493'DESCRIPTION AS IN BULLETIN.
 GD1493'
 GD1493'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI. S. OF MCKENZIE.
 GD1493
 GD1493                          STATION RECOVERY (2004)
 GD1493
 GD1493'RECOVERY NOTE BY GEOCACHING 2004 (JC)
 GD1493'THE DISC HAS BEEN DAMAGED. ALMOST HALF OF IT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0497 ***********************************************************************
 FE0497  DESIGNATION -  MCKINNEY 2
 FE0497  PID         -  FE0497
 FE0497  STATE/COUNTY-  TN/CHESTER
 FE0497  USGS QUAD   -  HENDERSON (1983)
 FE0497
 FE0497                         *CURRENT SURVEY CONTROL
 FE0497  ___________________________________________________________________
 FE0497* NAD 83(1995)-  35 25 06.12915(N)    088 38 23.39568(W)     ADJUSTED  
 FE0497* NAVD 88     -       130.56   (+/-2cm)     428.3    (feet)  VERTCON   
 FE0497  ___________________________________________________________________
 FE0497  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FE0497  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0497
 FE0497  HORZ ORDER  -  SECOND
 FE0497  VERT ORDER  -  THIRD (See Below)
 FE0497
 FE0497.The horizontal coordinates were established by classical geodetic methods
 FE0497.and adjusted by the National Geodetic Survey in April 1999..
 FE0497
 FE0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0497.The vertical order pertains to the NGVD 29 superseded value.
 FE0497
 FE0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0497
 FE0497.The geoid height was determined by GEOID03.
 FE0497
 FE0497;                    North         East     Units Scale Factor Converg.
 FE0497;SPC TN       -   123,617.495   360,282.732   MT  0.99997456   -1 32 43.7
 FE0497;SPC TN       -   405,568.40  1,182,027.60   sFT  0.99997456   -1 32 43.7
 FE0497;UTM  16      - 3,920,675.129   351,121.496   MT  0.99987315   -0 57 01.9
 FE0497
 FE0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0497!SPC TN       -   0.99998391  x   0.99997456  =   0.99995847
 FE0497!UTM  16      -   0.99998391  x   0.99987315  =   0.99985707
 FE0497
 FE0497|---------------------------------------------------------------------|
 FE0497| PID    Reference Object                     Distance      Geod. Az  |
 FE0497|                                                           dddmmss.s |
 FE0497| FE0499 MCKINNEY 2 RM 3                      16.599 METERS 10234     |
 FE0497| FE0500 MCKINNEY 2 RM 4                      10.880 METERS 17012     |
 FE0497| CG4534 MCKINNEY 2 AZ MK                                   1821145.1 |
 FE0497| FE2267 HENDERSON BLACK TANK                APPROX. 2.4 KM 3583145.2 |
 FE0497|---------------------------------------------------------------------|
 FE0497
 FE0497                          SUPERSEDED SURVEY CONTROL
 FE0497
 FE0497  NAD 83(1995)-  35 25 06.13528(N)    088 38 23.40201(W) AD(       ) 2
 FE0497  NAD 83(1986)-  35 25 06.14095(N)    088 38 23.39710(W) AD(       ) 2
 FE0497  NAD 27      -  35 25 05.85997(N)    088 38 23.20472(W) AD(       ) 2
 FE0497  NGVD 29 (??/??/??)  130.57   (m)          428.4    (f) RESET       3  
 FE0497
 FE0497.Superseded values are not recommended for survey control.
 FE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0497.See file dsdata.txt to determine how the superseded data were derived.
 FE0497
 FE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5112120675(NAD 83)
 FE0497_MARKER: DS = TRIANGULATION STATION DISK
 FE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0497_STAMPING: MCKINNEY 2 1968
 FE0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0497+STABILITY: SURFACE MOTION
 FE0497
 FE0497  HISTORY     - Date     Condition        Report By
 FE0497  HISTORY     - 1968     MONUMENTED       CGS
 FE0497  HISTORY     - 1972     GOOD             TVA
 FE0497
 FE0497                          STATION DESCRIPTION
 FE0497
 FE0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE0497'1.5 MI S FROM HENDERSON.
 FE0497'ABOUT 0.25 OF A MILE WEST ALONG STATE ROUTE 100 (THIS IS E. MAIN
 FE0497'STREET) FROM THE SOUTHWEST CORNER OF THE CHESTER COUNTY COURTHOUSE
 FE0497'SQUARE IN HENDERSON, THENCE SOUTH ALONG U.S. HIGHWAY 45 FOR
 FE0497'1.4 MILES TO A GRAVELED CROSSROAD, THE R. R. STEPHENSON READY MIX
 FE0497'CONCRETE PLANT IN THE SOUTHEAST ANGLE AND THE MC KINNEY 2 1968
 FE0497'TRIANGULATION STATION SITE AS DESCRIBED.  THE MARK IS 79 FEET
 FE0497'NORTH OF A TELEPHONE POLE, 55 FEET WEST OF THE NORTHWEST CORNER
 FE0497'OF A CONCRETE SHED, 54.46 FEET WEST OF REFERENCE MARK NO. 3, 43
 FE0497'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE R.R. STEPHENSON
 FE0497'CO. OFFICE, 35.69 FEET NORTH-NORTHWEST OF REFERENCE MARK NO. 4,
 FE0497'30 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45, AND
 FE0497'1.2 FEET NORTH OF A METAL WITNESS POST AND SIGN.  A STANDARD
 FE0497'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FE0497'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES.
 FE0497
 FE0497                          STATION RECOVERY (1972)
 FE0497
 FE0497'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE0497'CONDITION OF POINT WHEN FOUND GOOD.
 FE0497'
 FE0497'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MCKINNEY STATION
 FE0497'MARK 2 1968.
 FE0497'
 FE0497'USC AND GS CONC. MON. 30 FEET E FROM CENTERLINE HWY 45 150 FEET S
 FE0497'FROM Y RD SE. SET + OR - 200 FEET SOUTH OF 1ST HILLTOP ALONG 45
 FE0497'HWY FROM HENDERSON.  75 FEET NW FROM READY MIX CONC. PLANT.  USC
 FE0497'AND GS POST AND SIGN SET 1.5 SOUTH OF STA.
 FE0497'
 FE0497'MC KINNEY 2 AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0497'
 FE0497'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MCKINNEY-2 AZI MARK
 FE0497'1968.
 FE0497'
 FE0497'30 FEET W FROM CENTERLINE RD.  350 FEET W FROM NEW LARGE BRICK
 FE0497'DWELLING DIRECTLY ACROSS RD TO EAST ON CREST OF HILL.  STA. IS
 FE0497'100 FEET S FROM CREST OF 2ND HILL LEAVING HENDERSON GOING S. ON
 FE0497'HWY 45.  2 FEET N FROM POWER POLE.  1 FOOT SOUTH FROM USC AND GS
 FE0497'POST AND SIGN.
 FE0497'
 FE0497'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.1 MI-SOUTH ALONG HWY
 FE0497'45 FROM HENDERSON TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0499 ***********************************************************************
 FE0499  DESIGNATION -  MCKINNEY 2 RM 3
 FE0499  PID         -  FE0499
 FE0499  STATE/COUNTY-  TN/CHESTER
 FE0499  USGS QUAD   -  HENDERSON (1983)
 FE0499
 FE0499                         *CURRENT SURVEY CONTROL
 FE0499  ___________________________________________________________________
 FE0499* NAD 83(1986)-  35 25 06.     (N)    088 38 24.     (W)     SCALED    
 FE0499* NAVD 88     -       132.17   (+/-2cm)     433.6    (feet)  VERTCON   
 FE0499  ___________________________________________________________________
 FE0499  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0499
 FE0499  VERT ORDER  -  THIRD (See Below)
 FE0499
 FE0499.The horizontal coordinates were scaled from a topographic map and have
 FE0499.an estimated accuracy of +/- 6 seconds.
 FE0499
 FE0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0499.The vertical order pertains to the NGVD 29 superseded value.
 FE0499
 FE0499.The geoid height was determined by GEOID03.
 FE0499
 FE0499;                    North         East    Units  Estimated Accuracy
 FE0499;SPC TN       -   123,610.      360,270.      MT  (+/- 180 meters Scaled)
 FE0499
 FE0499                          SUPERSEDED SURVEY CONTROL
 FE0499
 FE0499  NGVD 29 (??/??/??)  132.19   (m)          433.7    (f) RESET       3  
 FE0499
 FE0499.Superseded values are not recommended for survey control.
 FE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0499.See file dsdata.txt to determine how the superseded data were derived.
 FE0499
 FE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511206(NAD 83)
 FE0499_MARKER: DR = REFERENCE MARK DISK
 FE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0499_STAMPING: MC KINNEY 2 NO 3 1968
 FE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0499+STABILITY: SURFACE MOTION
 FE0499
 FE0499  HISTORY     - Date     Condition        Report By
 FE0499  HISTORY     - 1968     MONUMENTED       CGS
 FE0499
 FE0499                          STATION DESCRIPTION
 FE0499
 FE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE0499'1.5 MI S FROM HENDERSON.
 FE0499'ABOUT 0.25 OF A MILE WEST ALONG STATE ROUTE 100 (THIS IS E. MAIN
 FE0499'STREET) FROM THE SOUTHWEST CORNER OF THE CHESTER COUNTY COURTHOUSE
 FE0499'SQUARE IN HENDERSON, THENCE SOUTH ALONG U.S. HIGHWAY 45 FOR 1.4
 FE0499'MILES TO A GRAVELED CROSSROAD, THE R.R. STEPHENSON READY MIX
 FE0499'CONCRETE PLANT IN THE SOUTHEAST ANGLE AND THE MC KINNEY 2 1968
 FE0499'TRIANGULATION STATION SITE AS DESCRIBED.  THE MARK IS 54.46 FEET
 FE0499'EAST OF THE STATION MARK, 52.56 FEET EAST-NORTHEAST OF REFERENCE
 FE0499'MARK NO. 4, 34.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE0499'R.R. STEPHENSON CO. OFFICE, 14 FEET NORTH OF THE APPROXIMATE
 FE0499'CENTER OF THE LOADING RAMP, 7 FEET NORTH OF THE NORTH EDGE OF THE
 FE0499'CONCRETE RAMP WALL, 5 FEET SOUTH OF THE SOUTH EDGE OF A LARGE
 FE0499'CONCRETE FOOTING, AND 0.5 OF A FOOT EAST OF THE SOUTH EDGE OF THE
 FE0499'CONCRETE FOOTING.  A STANDARD REFERENCE MARK DISK CEMENTED IN A
 FE0499'DRILL HOLE IN THE CONCRETE FOOTING OF THE BATCHING PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0500 ***********************************************************************
 FE0500  DESIGNATION -  MCKINNEY 2 RM 4
 FE0500  PID         -  FE0500
 FE0500  STATE/COUNTY-  TN/CHESTER
 FE0500  USGS QUAD   -  HENDERSON (1983)
 FE0500
 FE0500                         *CURRENT SURVEY CONTROL
 FE0500  ___________________________________________________________________
 FE0500* NAD 83(1986)-  35 25 03.     (N)    088 38 24.     (W)     SCALED    
 FE0500* NAVD 88     -       130.66   (+/-2cm)     428.7    (feet)  VERTCON   
 FE0500  ___________________________________________________________________
 FE0500  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0500
 FE0500  VERT ORDER  -  THIRD (See Below)
 FE0500
 FE0500.The horizontal coordinates were scaled from a topographic map and have
 FE0500.an estimated accuracy of +/- 6 seconds.
 FE0500
 FE0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0500.The vertical order pertains to the NGVD 29 superseded value.
 FE0500
 FE0500.The geoid height was determined by GEOID03.
 FE0500
 FE0500;                    North         East    Units  Estimated Accuracy
 FE0500;SPC TN       -   123,520.      360,270.      MT  (+/- 180 meters Scaled)
 FE0500
 FE0500                          SUPERSEDED SURVEY CONTROL
 FE0500
 FE0500  NGVD 29 (??/??/??)  130.67   (m)          428.7    (f) RESET       3  
 FE0500
 FE0500.Superseded values are not recommended for survey control.
 FE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0500.See file dsdata.txt to determine how the superseded data were derived.
 FE0500
 FE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511205(NAD 83)
 FE0500_MARKER: DR = REFERENCE MARK DISK
 FE0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0500_SP_SET: BRIDGE
 FE0500_STAMPING: MC KINNEY 2 NO 4 1968
 FE0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0500
 FE0500  HISTORY     - Date     Condition        Report By
 FE0500  HISTORY     - 1968     MONUMENTED       CGS
 FE0500
 FE0500                          STATION DESCRIPTION
 FE0500
 FE0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE0500'1.5 MI S FROM HENDERSON.
 FE0500'ABOUT 0.25 OF A MILE WEST ALONG STATE ROUTE 100 (THIS IS E. MAIN
 FE0500'STREET) FROM THE SOUTHWEST CORNER OF THE CHESTER COUNTY COURTHOUSE
 FE0500'SQUARE IN HENDERSON, THENCE SOUTH ALONG U.S. HIGHWAY 45 FOR 1.4
 FE0500'MILES TO A GRAVELED CROSSROAD, THE R. R. STEPHENSON READY MIX
 FE0500'CONCRETE PLANT IN THE SOUTHEAST ANGLE AND THE MC KINNEY 2 1968
 FE0500'TRIANGULATION STATION SITE AS DESCRIBED.  THE MARK IS 52.56 FEET
 FE0500'WEST-SOUTHWEST OF REFERENCE MARK NO. 3, 44 FEET NORTH OF A
 FE0500'TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FE0500'HIGHWAY 45, 35.69 FEET SOUTH-SOUTHEAST OF THE STATION MARK, AND
 FE0500'32 FEET WEST OF THE WEST END OF THE SOUTH WALL OF THE RAMP.  IT
 FE0500'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 FE0500'THE CONCRETE HEADWALL OF A SMALL CONCRETE BRIDGE OVER A DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2325 ***********************************************************************
 GA2325  DESIGNATION -  MCLEAN AZ MK
 GA2325  PID         -  GA2325
 GA2325  STATE/COUNTY-  TN/CLAIBORNE
 GA2325  USGS QUAD   -  WELL SPRING (1980)
 GA2325
 GA2325                         *CURRENT SURVEY CONTROL
 GA2325  ___________________________________________________________________
 GA2325* NAD 83(1986)-  36 26 28.     (N)    083 58 07.     (W)     SCALED    
 GA2325* NAVD 88     -       323.989  (meters)    1062.95   (feet)  ADJUSTED  
 GA2325  ___________________________________________________________________
 GA2325  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2325  DYNAMIC HT  -         323.701 (meters)    1062.01  (feet)  COMP
 GA2325  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GA2325
 GA2325  VERT ORDER  -  SECOND    CLASS 0
 GA2325
 GA2325.The horizontal coordinates were scaled from a topographic map and have
 GA2325.an estimated accuracy of +/- 6 seconds.
 GA2325
 GA2325.The orthometric height was determined by differential leveling
 GA2325.and adjusted by the National Geodetic Survey in June 1991..
 GA2325
 GA2325.The geoid height was determined by GEOID03.
 GA2325
 GA2325.The dynamic height is computed by dividing the NAVD 88
 GA2325.geopotential number by the normal gravity value computed on the
 GA2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2325.degrees latitude (g = 980.6199 gals.).
 GA2325
 GA2325.The modeled gravity was interpolated from observed gravity values.
 GA2325
 GA2325;                    North         East    Units  Estimated Accuracy
 GA2325;SPC TN       -   235,750.      782,120.      MT  (+/- 180 meters Scaled)
 GA2325
 GA2325                          SUPERSEDED SURVEY CONTROL
 GA2325
 GA2325  NGVD 29 (??/??/92)  324.131  (m)         1063.42   (f) ADJ UNCH    2 0
 GA2325
 GA2325.Superseded values are not recommended for survey control.
 GA2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2325.See file dsdata.txt to determine how the superseded data were derived.
 GA2325
 GA2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA339369(NAD 83)
 GA2325_MARKER: DR = REFERENCE MARK DISK
 GA2325_SETTING: 66 = SET IN ROCK OUTCROP
 GA2325_SP_SET: BEDROCK
 GA2325_STAMPING: MC LEAN AZI 1935
 GA2325_MARK LOGO: CGS   
 GA2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2325+STABILITY: POSITION/ELEVATION WELL
 GA2325
 GA2325  HISTORY     - Date     Condition        Report By
 GA2325  HISTORY     - 1935     MONUMENTED       CGS
 GA2325  HISTORY     - 1965     GOOD             NGS
 GA2325
 GA2325                          STATION DESCRIPTION
 GA2325
 GA2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GA2325'9.8 MI NE FROM LA FOLLETTE.
 GA2325'THE MARK IS AT THE LAME 1964 STATION SITE ABOUT 9.75 MILES NORTHEAST
 GA2325'OF LA FOLLETTE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25W
 GA2325'AND STATE ROUTE 63 IN LA FOLLETTE, GO NORTHEAST ON STATE ROUTE 63
 GA2325'FOR 9.75 MILES TO THE TOP OF A RISE AT A CURVE AND THE MARK ON THE
 GA2325'RIGHT IN A SMALL PASTURE.  THE MARK IS ABOUT 250 FEET NORTHEAST
 GA2325'OF STATION LAME 1964, 87 FEET SOUTH OF THE APPROXIMATE CENTER
 GA2325'OF STATE ROUTE 63 AND 57 FEET SOUTH OF A FENCE.  IT IS A STANDARD
 GA2325'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL
 GA2325'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED MC LEAN AZI 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3567 ***********************************************************************
 GA3567  DESIGNATION -  MCLEAN RESET
 GA3567  PID         -  GA3567
 GA3567  STATE/COUNTY-  TN/CLAIBORNE
 GA3567  USGS QUAD   -  WELL SPRING (1980)
 GA3567
 GA3567                         *CURRENT SURVEY CONTROL
 GA3567  ___________________________________________________________________
 GA3567* NAD 83(1995)-  36 28 18.79199(N)    083 55 48.38805(W)     ADJUSTED  
 GA3567* NAVD 88     -       889.9    (meters)    2920.     (feet)  VERTCON   
 GA3567  ___________________________________________________________________
 GA3567  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GA3567  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA3567
 GA3567  HORZ ORDER  -  FIRST
 GA3567
 GA3567.The horizontal coordinates were established by classical geodetic methods
 GA3567.and adjusted by the National Geodetic Survey in April 1999..
 GA3567
 GA3567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3567
 GA3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3567
 GA3567.The geoid height was determined by GEOID03.
 GA3567
 GA3567;                    North         East     Units Scale Factor Converg.
 GA3567;SPC TN       -   239,238.026   785,499.010   MT  1.00001026   +1 12 42.5
 GA3567;SPC TN       -   784,900.09  2,577,091.34   sFT  1.00001026   +1 12 42.5
 GA3567;UTM  17      - 4,040,282.077   237,464.740   MT  1.00044928   -1 44 33.8
 GA3567;UTM  16      - 4,040,672.361   775,063.291   MT  1.00053228   +1 49 33.5
 GA3567
 GA3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3567!SPC TN       -   0.99986510  x   1.00001026  =   0.99987536
 GA3567!UTM  17      -   0.99986510  x   1.00044928  =   1.00031432
 GA3567!UTM  16      -   0.99986510  x   1.00053228  =   1.00039731
 GA3567
 GA3567|---------------------------------------------------------------------|
 GA3567| PID    Reference Object                     Distance      Geod. Az  |
 GA3567|                                                           dddmmss.s |
 GA3567| DB9723 MCLEAN RM                            11.095 METERS 01501     |
 GA3567| GA2337 WADE                                APPROX. 3.3 KM 1272045.2 |
 GA3567| DB9724 MCLEAN RM 1                           9.537 METERS 14940     |
 GA3567| GA2325 MCLEAN AZ MK                                       2251052.8 |
 GA3567| DB9725 MCLEAN RM 2                          11.338 METERS 22918     |
 GA3567|---------------------------------------------------------------------|
 GA3567
 GA3567                          SUPERSEDED SURVEY CONTROL
 GA3567
 GA3567  NAD 83(1995)-  36 28 18.79306(N)    083 55 48.38930(W) AD(       ) 1
 GA3567  NAD 83(1995)-  36 28 18.79917(N)    083 55 48.38872(W) AD(       ) 1
 GA3567  NAD 83(1995)-  36 28 18.79999(N)    083 55 48.39070(W) AD(       ) 1
 GA3567  NAD 83(1986)-  36 28 18.80256(N)    083 55 48.38938(W) AD(       ) 1
 GA3567  NAD 27      -  36 28 18.51900(N)    083 55 48.67740(W) AD(       ) 1
 GA3567  NGVD 29 (07/19/86)  890.0    (m)         2920.     (f) VERT ANG       
 GA3567
 GA3567.Superseded values are not recommended for survey control.
 GA3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3567.See file dsdata.txt to determine how the superseded data were derived.
 GA3567
 GA3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3746540282(NAD 83)
 GA3567_MARKER: H = DRILL HOLE
 GA3567_SETTING: 66 = SET IN ROCK OUTCROP
 GA3567_STAMPING: MC LEAN 1892 1928
 GA3567_MARK LOGO: CGS   
 GA3567
 GA3567  HISTORY     - Date     Condition        Report By
 GA3567  HISTORY     - 1892     MONUMENTED       CGS
 GA3567  HISTORY     - 1934     GOOD             CGS
 GA3567  HISTORY     - 1935     GOOD             CGS
 GA3567  HISTORY     - 1950     GOOD             CGS
 GA3567  HISTORY     - 1964     GOOD             TNHD
 GA3567
 GA3567                          STATION DESCRIPTION
 GA3567
 GA3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (AHB)
 GA3567'ORIGINAL STATION
 GA3567'MARK WAS DRILL HOLE AT INTERSECTION OF N-S, AND E-W GROOVES,
 GA3567'SURROUNDED BY
 GA3567'LETTERS U.S.C.S.  CUT IN LARGE FLAT ROCK.  REFERENCE
 GA3567'MARKS WERE DRILL HOLES IN ROCK
 GA3567'TWO INCHES DEEP, WITH ARROWHEADS WHICH
 GA3567'POINTED TOWARD STATION.
 GA3567
 GA3567                          STATION RECOVERY (1934)
 GA3567
 GA3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (AHB)
 GA3567'STATION IS ON CUMBERLAND MOUNTAINS, ABOUT 17 MILES SW OF CUMBERLAND
 GA3567'GAP, ABOUT 3 MILES
 GA3567'NE OF WELLS SPRING, ABOUT 3 MILES W BY N OF
 GA3567'SPEEDWELL, AND ON MCLEAN ROCK WHICH
 GA3567'HAS PRECIPITOUS BLUFF ON S SIDE
 GA3567'AND SLOPING TIMBERED GROUND ON N.  TO REACH FROM
 GA3567'INTERSECTION OF
 GA3567'TENNESSEE AVENUE AND CENTRAL AVENUE IN LAFOLLETTE, GO NE 14.3 MILES
 GA3567'ON STATE ROUTE
 GA3567'63 (LAFOLLETTE-CUMBERLAND GAP ROAD) , TURN N INTO LANE
 GA3567'AND GO ABOUT 1 MILE TO FOOT OF
 GA3567'MOUNTAIN AND END OF AUTO TRAVEL,
 GA3567'THENCE FOLLOW TRAIL UP MOUNTAIN TO STATION SITE.
 GA3567'NO. 1 IS ON EDGE OF BLUFF 9.54 METERS (31.3)
 GA3567'FEET) FROM STATION S 3 DEG 3 MIN E, NO 2 IS ON EDGE OF BLUFF,
 GA3567'44.24 FEET FROM
 GA3567'NO.1, AND 11.38 METERS (37.3 FEET) FROM STATION
 GA3567'S 49 DEG 36 MIN W. NO.  3 IS
 GA3567'IN LARGE FLAT ROCK, 11.09 METERS
 GA3567'(36.4 FEET) FROM STATION N 75 DEG 46 MIN E.
 GA3567'IN 1928 STATION
 GA3567'WAS REPORTED DESTROYED, BUT ITS LOCATION WAS REDETERMINED FROM
 GA3567'REFERENCE MARKS
 GA3567'WHICH WERE RECOVERED INTACT.  NEW STATION MARK (1928)
 GA3567'IS STANDARD STATION DISK IN
 GA3567'BEDROCK, STAMPED MCLEAN 1892-1928,
 GA3567'ABOUT 12 INCHES BELOW SURFACE OF GROUND.  IN
 GA3567'1928 STANDARD REFERENCE
 GA3567'DISKS WERE SET IN ORIGINAL DRILL HOLES OF REFERENCE MARKS.  IN
 GA3567'1934 IT WAS
 GA3567'REPORTED THAT REFERENCE DISKS OF NOS.  1 AND 2 HAD BEEN CUT
 GA3567'OUT WITH CHISEL.
 GA3567
 GA3567                          STATION RECOVERY (1935)
 GA3567
 GA3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GA3567'STATION IS ON LARGE ROCK CLIFF LOCALLY KNOWN AS MC LEANS ROCK AND IS
 GA3567'11 MILES NE OF
 GA3567'LAFOLLETTE, AND IS 32 FEET NNW OF EDGE OF CLIFF AND IS
 GA3567'SET IN BEDROCK ABOUT 16 INCHES
 GA3567'BELOW GROUND LEVEL.  STATION MARK IS A
 GA3567'STANDARD U.S.C.  AND G.S.  TRIANGULATION DISK.
 GA3567'
 GA3567'STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AS DESCRIBED AND
 GA3567'IN GOOD CONDITION.
 GA3567'REFERENCE MARKS NOS.  1 AND 2 WERE SET IN 1935 IN
 GA3567'OLD DRILL HOLES.
 GA3567'
 GA3567'REFERENCE MARK NO. 1 IS A STANDARD DIS5 SET IN ROCK LEDGE AT EDGE OF
 GA3567'CLIFF AND IS SSE
 GA3567'OF STATION.
 GA3567'
 GA3567'REFERENCE MARK NO.  2 IS A STANDARD DISK SET IN ROCK LEDGE AT EDGE OF
 GA3567'CLIFF AND SW OF
 GA3567'STATION.
 GA3567'
 GA3567'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN ROCK OUTCROP ABOUT 3
 GA3567'FEET IN DIAMETER
 GA3567'AND STAMPED 1892-1928.  IT IS N OF STATION.
 GA3567'
 GA3567'AZIMUTH MARK IS SW OF STATION ALONG ROUTE 63, 2.9 MILES W OF I.T.
 GA3567'ELLISONS GROCERY
 GA3567'STORE, 29 PACES S OF CENTER LINE OF ROUTE 63 ON LAND
 GA3567'OWNED BY THE TVA, AND JUST W OF THE
 GA3567'HOME OF WILL KIMBERLAIN.  IT IS A
 GA3567'STANDARD DISK SET IN ROCK OUTCROP.
 GA3567'
 GA3567'TO REACH FROM THE JUNCTION OF TENNESSEE ROUTE 63 AND US ROUTE 25W IN
 GA3567'LAFOLLETTE, GO NE
 GA3567'ON TENNESSEE ROUTE 63 FOR 12.7 MILES TO I.T.
 GA3567'ELLISONS GROCERY STORE AND SERVICE
 GA3567'STATION ON RIGHT.  CCNTINUE AHEAD
 GA3567'FOR 1.2 MILES TO T-ROAD LEFT.  TURN LEFT AND FOLLOW
 GA3567'MAIN-TRAVELED
 GA3567'ROAD FOR 1.0 MILE TO END OF TRUCK TRAVEL.  TAKE MAIN TRAIL, RIGHT,
 GA3567'FOR ABOUT 1-1/4
 GA3567'MILES TO GAP (WILSONS GAP).  TURN LEFT UP RIDGE FOR
 GA3567'ABOUT 1 MILE TO FARM HOUSE.  FROM
 GA3567'HERE BEAR SW ON TRAIL ALONG HIGHEST
 GA3567'PART OF RIDGE FOR 3/4 MILE TO ROCK LEDGE, TURN RIGHT
 GA3567'ON DIM TRAIL
 GA3567'THAT LEADS AROUND E SIDE OF ROCK AND THEN CONTINUE W ON TRAIL FOR
 GA3567'ABOUT 1/4 MILE TO
 GA3567'HIGHEST POINT ON MCLEANS ROCK AND STATION SITE.
 GA3567'
 GA3567'DIRECTIONS TO REFERENCE MARKS NO. 2 AND 3 DID NOT CHECK WITH OLD
 GA3567'VALUES.
 GA3567'
 GA3567'A 4-FOOT STAND REQUIRED.
 GA3567
 GA3567                          STATION RECOVERY (1950)
 GA3567
 GA3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3567'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GA3567'GOOD CONDITION.
 GA3567'DISTANCES AND DIRECTIONS TO ALL MARKS WERE CHECKED AS
 GA3567'STATION IS LOCATED ABOUT 10
 GA3567'MILES NORTHEAST OF LAFOLLETTE ON A LARGE HIGH ROCK
 GA3567'KNOW AS MCLEANS ROCK.  IT IS 22 FEET SOUTH OF
 GA3567'A TRIANGLE BLAZED OAK
 GA3567'TREE AND 18 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 GA3567'ABOUT 12
 GA3567'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 GA3567'STAMPED MC LEAN 1892 1928.
 GA3567'
 GA3567'REFERENCE MARK NO.  1 IS 31.29 FEET SOUTHEAST OF STATION.  THE DISK
 GA3567'IS SET FLUSH IN A
 GA3567'LARGE ROCK LEDGE AND IS STAMPED MC LEAN NO 1 1935.
 GA3567'
 GA3567'REFERENCE MARK NO. 2 IS 37.20 FEET SOUTHWEST OF STATION.  THE DISK IS
 GA3567'SET FLUSH IN THE WEST EDGE
 GA3567'OF A LARGE BOULDER AND IS STAMPED MC LEAN 1935.
 GA3567'
 GA3567'REFERENCE MARK NO. 3 IS 36.40 FEET NORTH OF STATION.  THE DISK IS SET
 GA3567'FLUSH IN OUTCROPPING
 GA3567'BEDROCK AND IS STAMPED MC LEAN 1892 1928.
 GA3567'
 GA3567'AZIMUTH MARK IS 87 FEET SOUTH OF CENTER OF STATE HIGHWAY 63 AND 60
 GA3567'FEET SOUTH OF A WHITE
 GA3567'WITNESS POST AND FENCE LINE.  THE DISK IS SET FLUSH IN A
 GA3567'LARGE OUTCROPPING BEDROCK AND
 GA3567'IS STAMPED MC LEAN AZI 1935.
 GA3567'(REFERENCE MARK DISK)
 GA3567'
 GA3567'S 132 (USC AND GS) BM IS 14 FEET SOUTH OF CENTER OF HIGHWAY 63.
 GA3567'THE DISK IS A STANDARD USC AND GS BM
 GA3567'DISK SET FLUSH IN THE TOP OF CONCRETE CULVERT AND
 GA3567'IS STAMPED S 132 1936.
 GA3567'
 GA3567'TO REACH STATION FROM THE JUNCTION OF U.S.HIGHWAY 25E AND STATE
 GA3567'HIGHWAY 63, IN LAFOLLETTE,
 GA3567'GO NORTHEAST ON HIGHWAY 63 FOR 9.85 MILES TO THE AZIMUTH
 GA3567'MARK ON RIGHT AS DESCRIBED,
 GA3567'CONTINUE AHEAD ON HIGHWAY FOR 2.0 MILES
 GA3567'TO S 132 (USC AND GS) BM ON RIGHT IN CULVERT AS
 GA3567'DESCRIBED, CONTINUE AHEAD
 GA3567'ON HIGHWAY FOR 2.15 MILES TO A CONCRETE BUILDING ON LEFT AND
 GA3567'GRAVEL ROAD LEFT
 GA3567'JUST BEYOND BUILDING, TURN LEFT ON GRAVEL ROAD AND GO 0.8
 GA3567'MILE TO A T ROAD LEFT, TURN
 GA3567'RIGHT, STRAIGHT AHEAD AND GO 0.25 MILE TO
 GA3567'A CREEK BED AND END OF TRUCK TRAVEL.  FROM
 GA3567'HERE PACK UP ROCKY WASH TO
 GA3567'THE EAST FOR ABOUT 45 MINUTES ON ROCKY WASH AND TRAIL WHICH
 GA3567'SLOWLY TURNS
 GA3567'NORTH TO THE TOP OF A LOW SADDLE AND FORK IN TRAIL, TURN LEFT
 GA3567'AND FOLLOW MAIN TRAIL
 GA3567'ALONG TOP OF RIDGE FOR ABOUT 30 MINUTES TO AN
 GA3567'OLD LOG HOUSE, CONTINUE ON MAIN TRAIL TO
 GA3567'THE SOUTH AND WEST FOR ABOUT
 GA3567'25 MINUTES TO A LARGE ROCK ON LEFT SIDE OF TRAIL, FOLLOW
 GA3567'TRAIL AROUND ROCK
 GA3567'ON THE NORTH SIDE TO TOP OF ROCK AND FORK IN TRAIL, TURN LEFT
 GA3567'AND FOLLOW MAIN TRAIL
 GA3567'FOR ABOUT 5 MINUTES TO A LARGE ROCK ON EDGE OF
 GA3567'HILL AND STATION AS DESCRIBED.  (THIS IS
 GA3567'ABOUT 3-1/2 MILES- 1-3/4
 GA3567'HOURS PACK.)
 GA3567'
 GA3567'DISTANCE AND DIRECTION TO REFERENCE MARKS AND OBJECTS VISIBLE FROM
 GA3567'THE GROUND-
 GA3567'
 GA3567'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 GA3567
 GA3567                          STATION RECOVERY (1964)
 GA3567
 GA3567'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3567'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 GA3567'IN GOOD CONDITION.
 GA3567'DISTANCES AND DIRECTIONS TO REFERENCE MARK NO.  1, NO.  2
 GA3567'AND NO.  3 WERE TAKEN.  THE
 GA3567'DIRECTION TO THE AZIMUTH MARK COULD NOT
 GA3567'BE TAKEN DUE TO THE GROWTH OF A LARGE TREE ON
 GA3567'LINE WITH AND NEAR THE
 GA3567'AZIMUTH MARK.  THE 1950 DESCRIPTION IS ADEQUATE, HOWEVER, A
 GA3567'LOGGING ROAD UP
 GA3567'THE NORTH SIDE OF THE MOUNTAIN WAS FOUND AND WILL OFFER A
 GA3567'BETTER ROUTE TO THE
 GA3567'STATION.  A NEW TO REACH FOLLOWS.
 GA3567'
 GA3567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GA3567'ROUTE 61 IN LA FOLLETTE,
 GA3567'GO NORTH ON U.S.  HIGHWAY 25W FOR 5.15 MILES TO WENNS
 GA3567'TRADING POST ON THE LEFT AND AN
 GA3567'OILED ROAD ON THE RIGHT, KEEP RIGHT
 GA3567'AND GO 2.55 MILES TO E.  FAULKNERS GROCERY ON THE
 GA3567'RIGHT.  HERE, THE
 GA3567'OILED ROAD TURNS LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.
 GA3567'CONTINUE STRAIGHT
 GA3567'AHEAD FOR 4.4 MILES TO A TRACK ROAD ON THE RIGHT,
 GA3567'TURN RIGHT AND GO 0.2 MILE TO A Y,
 GA3567'KEEP LEFT AND GO 1.1 MILES TO A
 GA3567'CREEK AND AN ABANDONED SAWMILL, KEEP RIGHT ALONG THE
 GA3567'EDGE OF A WOODS
 GA3567'FOR 0.05 MILE TO A TRACK ROAD LEADING LEFT AND UPHILL, TURN LEFT AND
 GA3567'GO 1.3 MILES TO A
 GA3567'Y, KEEP RIGHT AND GO 1.3 MILES TO A Y, KEEP RIGHT
 GA3567'AND GO 0.7 MILE TO THREE TRIANGLE
 GA3567'BLAZED TREES AND THE END OF TRUCK
 GA3567'TRAVEL.  HERE, PACK SOUTHEAST ALONG THE TOP OF A
 GA3567'RIDGE FOR 5 MINUTES TO TWO LARGE ROCKS, CROSS OVER THE SECOND
 GA3567'ROCK AND PACK FOR 5 MINUTES TO A ROCK CLIFF, FOLLOW ALONG THE
 GA3567'ROCK CLIFF FOR 10 MINUTES TO THE STATION.
 GA3567'
 GA3567'TRAVERSE STATION WADE WILL SERVE AS AN AZIMUTH,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2296 ***********************************************************************
 FE2296  DESIGNATION -  MCLEMORESVILLE
 FE2296  PID         -  FE2296
 FE2296  STATE/COUNTY-  TN/CARROLL
 FE2296  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2296
 FE2296                         *CURRENT SURVEY CONTROL
 FE2296  ___________________________________________________________________
 FE2296* NAD 83(1995)-  35 57 17.78900(N)    088 34 30.94263(W)     ADJUSTED  
 FE2296* NAVD 88     -       174.62   (+/-2cm)     572.9    (feet)  VERTCON   
 FE2296  ___________________________________________________________________
 FE2296  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FE2296  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2296
 FE2296  HORZ ORDER  -  THIRD
 FE2296  VERT ORDER  -  THIRD ? (See Below)
 FE2296
 FE2296.The horizontal coordinates were established by classical geodetic methods
 FE2296.and adjusted by the National Geodetic Survey in April 1999..
 FE2296
 FE2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2296.The vertical order pertains to the NGVD 29 superseded value.
 FE2296
 FE2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2296
 FE2296.The geoid height was determined by GEOID03.
 FE2296
 FE2296;                    North         East     Units Scale Factor Converg.
 FE2296;SPC TN       -   182,972.405   367,711.162   MT  0.99995062   -1 30 27.6
 FE2296;SPC TN       -   600,301.97  1,206,399.04   sFT  0.99995062   -1 30 27.6
 FE2296;UTM  16      - 3,980,097.611   357,939.068   MT  0.99984868   -0 55 30.2
 FE2296
 FE2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2296!SPC TN       -   0.99997703  x   0.99995062  =   0.99992765
 FE2296!UTM  16      -   0.99997703  x   0.99984868  =   0.99982572
 FE2296
 FE2296|---------------------------------------------------------------------|
 FE2296| PID    Reference Object                     Distance      Geod. Az  |
 FE2296|                                                           dddmmss.s |
 FE2296| CG4541 MCLEMORESVILLE RM 2                  16.920 METERS 14656     |
 FE2296| CG4539 MCLEMORESVILLE AZ MK                               1533318.5 |
 FE2296| CG4540 MCLEMORESVILLE RM 1                   9.646 METERS 22723     |
 FE2296|---------------------------------------------------------------------|
 FE2296
 FE2296                          SUPERSEDED SURVEY CONTROL
 FE2296
 FE2296  NAD 83(1995)-  35 57 17.79159(N)    088 34 30.94806(W) AD(       ) 3
 FE2296  NAD 83(1986)-  35 57 17.79992(N)    088 34 30.94250(W) AD(       ) 3
 FE2296  NAD 27      -  35 57 17.56890(N)    088 34 30.74360(W) AD(       ) 3
 FE2296  NGVD 29 (07/19/86)  174.66   (m)          573.0    (f) LEVELING    3  
 FE2296
 FE2296.Superseded values are not recommended for survey control.
 FE2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2296.See file dsdata.txt to determine how the superseded data were derived.
 FE2296
 FE2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5793980098(NAD 83)
 FE2296_MARKER: DS = TRIANGULATION STATION DISK
 FE2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2296
 FE2296  HISTORY     - Date     Condition        Report By
 FE2296  HISTORY     - 1958     MONUMENTED       CGS
 FE2296
 FE2296                          STATION DESCRIPTION
 FE2296
 FE2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2296'THE STATION IS ABOUT 6 MILES EAST OF ATWOOD, 2-1/4 MILES SOUTH OF MC
 FE2296'LEMORESVILLE, AND IS LOCATED ON THE NORTHEAST BANK OF A PAVED
 FE2296'ROAD. IT IS 4 FEET SOUTHEAST OF A WHITE WITNESS POST, 31 FEET
 FE2296'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, AND 21 FEET
 FE2296'SOUTHWEST OF THE CENTERLINE OF AN OLD GRAVEL ROAD. THE MONUMENT IS
 FE2296'FLUSH AND THE DISK IS STAMPED MCLEMORESVILLE 1958.
 FE2296'
 FE2296'TO REACH THE STATION FROM THE POST OFFICE IN MC LEMORESVILLE, GO
 FE2296'SOUTH ON U.S. HIGHWAY 70 ALT. FOR 0.15 MILE TO A PAVED ROAD
 FE2296'LEFT. TURN LEFT, SOUTH, ON PAVED ROAD FOR 2.15 MILES TO STATION ON
 FE2296'LEFT, NORTHEAST, SIDE OF ROAD AS DESCRIBED.
 FE2296'
 FE2296'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON THE PAVED
 FE2296'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE2296'DESCRIBED.
 FE2296'
 FE2296'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED
 FE2296'ROAD, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD GRAVEL
 FE2296'ROAD, AND 35 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MONUMENT
 FE2296'PROJECTS 2 INCHES AND THE DISK IS STAMPED MCLEMORESVILLE NO
 FE2296'1 1958.
 FE2296'
 FE2296'REFERENCE MARK 2 IS 21 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED
 FE2296'ROAD, 54 FEET NORTHWEST OF A POWERLINE POLE, AND IS ON THE
 FE2296'OPPOSITE SIDE OF THE ROAD FROM THE STATION. THE MONUMENT PROJECTS 2
 FE2296'INCHES AND THE DISK IS STAMPED MCLEMORESVILLE NO 2 1958.
 FE2296'
 FE2296'AZIMUTH MARK IS 2 FEET NORTHWEST OF A WHITE WITNESS POST, 3 FEET
 FE2296'NORTHWEST OF A POWERLINE POLE, AND 62 FEET SOUTHWEST OF
 FE2296'THE CENTERLINE OF THE PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK
 FE2296'IS STAMPED MCLEMORESVILLE 1958.
 FE2296'
 FE2296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1819 ***********************************************************************
 FC1819  DESIGNATION -  MCMINN RIDGE LOT 17
 FC1819  PID         -  FC1819
 FC1819  STATE/COUNTY-  TN/MCMINN
 FC1819  USGS QUAD   -  TRANQUILLITY (1990)
 FC1819
 FC1819                         *CURRENT SURVEY CONTROL
 FC1819  ___________________________________________________________________
 FC1819* NAD 83(1995)-  35 31 46.08501(N)    084 43 06.74309(W)     ADJUSTED  
 FC1819* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 FC1819  ___________________________________________________________________
 FC1819  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FC1819  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC1819
 FC1819  HORZ ORDER  -  SECOND
 FC1819
 FC1819.The horizontal coordinates were established by classical geodetic methods
 FC1819.and adjusted by the National Geodetic Survey in April 1999..
 FC1819
 FC1819.The orthometric height was scaled from a topographic map.
 FC1819
 FC1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1819
 FC1819.The geoid height was determined by GEOID03.
 FC1819
 FC1819;                    North         East     Units Scale Factor Converg.
 FC1819;SPC TN       -   133,471.111   716,215.945   MT  0.99996245   +0 45 00.8
 FC1819;SPC TN       -   437,896.47  2,349,785.15   sFT  0.99996245   +0 45 00.8
 FC1819;UTM  16      - 3,934,155.651   706,855.001   MT  1.00012732   +1 19 34.6
 FC1819
 FC1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1819!SPC TN       -   0.99994262  x   0.99996245  =   0.99990508
 FC1819!UTM  16      -   0.99994262  x   1.00012732  =   1.00006994
 FC1819
 FC1819                          SUPERSEDED SURVEY CONTROL
 FC1819
 FC1819  NAD 83(1995)-  35 31 46.08938(N)    084 43 06.74451(W) AD(       ) 2
 FC1819  NAD 83(1986)-  35 31 46.09347(N)    084 43 06.74258(W) AD(       ) 2
 FC1819  NAD 27      -  35 31 45.83440(N)    084 43 06.96430(W) AD(       ) 2
 FC1819
 FC1819.Superseded values are not recommended for survey control.
 FC1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1819.See file dsdata.txt to determine how the superseded data were derived.
 FC1819
 FC1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0685534156(NAD 83)
 FC1819_MARKER: 57 = LOOKOUT TOWER
 FC1819
 FC1819  HISTORY     - Date     Condition        Report By
 FC1819  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1819
 FC1819                          STATION DESCRIPTION
 FC1819
 FC1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1819'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ATHENS, 4 MILES
 FC1819'NORTHEAST OF DECATUR AND ON THE HIGHEST POINT OF MCMINN RIDGE.
 FC1819'
 FC1819'THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A METAL CAB AT THE TOP.
 FC1819'THE OVER ALL HEIGHT IS 80 FEET.
 FC1819'
 FC1819'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PONE 2 TO
 FC1819'AN IRON ROD DRIVEN IN THE GROUND AT THE CENTER OF THE LOOKOUT
 FC1819'TOWER.  THIS WAS THE POINT INTERSECTED.  THE DISTANCE IS 13.710
 FC1819'METERS- 44.98 FEET.
 FC1819'
 FC1819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1819'HIGHWAY 30 ABOUT 1 MILE WEST OF DOWNTOWN ATHENS, GO WEST ON STATE
 FC1819'HIGHWAY 30 FOR 5.6 MILES TO A CROSSROAD, ROGERS GROCERY ON THE LEFT
 FC1819'AND SIGN FIRE TOWER ON THE RIGHT, TURN RIGHT AND GO 1.8 MILES TO
 FC1819'A SIDE ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.35
 FC1819'MILE TO A FORK AND SIGN FIRE TOWER, KEEP LEFT AND GO 1.6 MILES TO
 FC1819'A SIDE ROAD ON THE RIGHT AND SIGN FIRE TOWER, TURN RIGHT AND GO 0.2
 FC1819'MILE TO THE AZIMUTH ON THE LEFT, CONTINUE FOR 1.3 MILES TO SIDE
 FC1819'ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.3 MILE TO
 FC1819'A SIDE ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.6
 FC1819'MILE TO THE FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1917 ***********************************************************************
 FC1917  DESIGNATION -  MCMINNVILLE
 FC1917  PID         -  FC1917
 FC1917  STATE/COUNTY-  TN/WARREN
 FC1917  USGS QUAD   -  MC MINNVILLE (1984)
 FC1917
 FC1917                         *CURRENT SURVEY CONTROL
 FC1917  ___________________________________________________________________
 FC1917* NAD 83(1995)-  35 41 38.00822(N)    085 46 02.81997(W)     ADJUSTED  
 FC1917* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 FC1917  ___________________________________________________________________
 FC1917  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FC1917  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1917
 FC1917  HORZ ORDER  -  SECOND
 FC1917
 FC1917.The horizontal coordinates were established by classical geodetic methods
 FC1917.and adjusted by the National Geodetic Survey in April 1999..
 FC1917
 FC1917.The orthometric height was scaled from a topographic map.
 FC1917
 FC1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1917
 FC1917.The geoid height was determined by GEOID03.
 FC1917
 FC1917;                    North         East     Units Scale Factor Converg.
 FC1917;SPC TN       -   150,977.499   621,047.254   MT  0.99995138   +0 08 10.1
 FC1917;SPC TN       -   495,332.01  2,037,552.53   sFT  0.99995138   +0 08 10.1
 FC1917;UTM  16      - 3,950,697.284   611,517.285   MT  0.99975325   +0 43 09.2
 FC1917
 FC1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1917!SPC TN       -   0.99995511  x   0.99995138  =   0.99990649
 FC1917!UTM  16      -   0.99995511  x   0.99975325  =   0.99970837
 FC1917
 FC1917|---------------------------------------------------------------------|
 FC1917| PID    Reference Object                     Distance      Geod. Az  |
 FC1917|                                                           dddmmss.s |
 FC1917| CG6916 MCMINNVILLE RM 1                     27.252 METERS 04406     |
 FC1917| CG6917 MCMINNVILLE RM 2                     37.947 METERS 15824     |
 FC1917| FC1916 MCMINNVILLE MUNICIPAL TANK          419.193 METERS 2430454.0 |
 FC1917| CG6918 MCMINNVILLE RM 3 AZIMUTH                           2721538.1 |
 FC1917|---------------------------------------------------------------------|
 FC1917
 FC1917                          SUPERSEDED SURVEY CONTROL
 FC1917
 FC1917  NAD 83(1995)-  35 41 38.01337(N)    085 46 02.82416(W) AD(       ) 2
 FC1917  NAD 83(1986)-  35 41 38.01994(N)    085 46 02.81967(W) AD(       ) 2
 FC1917  NAD 27      -  35 41 37.75900(N)    085 46 02.88300(W) AD(       ) 2
 FC1917
 FC1917.Superseded values are not recommended for survey control.
 FC1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1917.See file dsdata.txt to determine how the superseded data were derived.
 FC1917
 FC1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1151750697(NAD 83)
 FC1917_MARKER: DS = TRIANGULATION STATION DISK
 FC1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1917
 FC1917  HISTORY     - Date     Condition        Report By
 FC1917  HISTORY     - 1934     MONUMENTED       CGS
 FC1917  HISTORY     - 1941     GOOD             CGS
 FC1917
 FC1917                          STATION DESCRIPTION
 FC1917
 FC1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1917'ABOUT 1 MILE NORTH OF MCMINNVILLE, ON PROPERTY OF T.B. MOLLOY, ACROSS
 FC1917'COUNTY ROAD FROM MOLLOY HOME, 400 YARDS EAST- NORTHEAST OF CITY
 FC1917'WATER TANK, AND 8 YARDS WEST OF COUNTY ROAD.  SURFACE AND UNDERGROUND
 FC1917'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1917'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1917'NO. 1 IS DIAGONALLY ACROSS COUNTY ROAD FROM STATION, 6 YARDS EAST OF
 FC1917'CENTER LINE OF COUNTY ROAD, AND 27.252 METERS (89.41 FEET) FROM
 FC1917'STATION N 44 DEG 06 MIN E.  NO. 2 IS DIAGONALLY ACROSS COUNTY
 FC1917'ROAD FROM STATION, 6 YARDS EAST OF COUNTY ROAD, 6 YARDS SOUTH OF
 FC1917'26-INCH OAK TREE IN MOLLOYS YARD, AND 37.947 METERS (124.50 FEET)
 FC1917'FROM STATION S 21 DEG 36 MIN E.  NO. 3 (AZIMUTH MARK) IS ON
 FC1917'PROPERTY OF MR. WALLING, ALONGSIDE ROAD WHICH RUNS PARALLEL TO LINE
 FC1917'FROM STATION TO MARK, 16 FEET SOUTH OF CENTER LINE OF ROAD WHICH ENDS
 FC1917'ABOUT 200 YARDS BEFORE REACHING STATION, AND 300 YARDS FROM STATION
 FC1917'N 87 DEG 44 MIN W.  FOLLOWING DISTANCES AND BEARINGS
 FC1917'ARE FROM STATION- MCMINNVILLE, MUNICIPAL WATER TANK (ALUMINUM),
 FC1917'419.2 METERS (1,375 FEET), S 63 DEG 05 MIN W. AND PRESBYTERIAN
 FC1917'CHURCH, BALL ON SPIRE, 1 MILE, S 26 DEG 49 MIN W.
 FC1917
 FC1917                          STATION RECOVERY (1941)
 FC1917
 FC1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JAM)
 FC1917'STATION RECOVERED AS DESCRIBED IN PERFECT CONDITION.
 FC1917'
 FC1917'REFERENCE MARK 2 WAS FOUND TO CHECK IN POSITION, BUT HAS BEEN STAMPED
 FC1917'MCMINNVILLE 2 1934-1938.
 FC1917'
 FC1917'REFERENCE MARK 1 IS GONE, AND SET IN ITS POSITION IS REFERENCE MARK 5
 FC1917'1934-1941.
 FC1917'
 FC1917'REFERENCE MARK 3 (AZIMUTH MARK) IS NO LONGER CLEARLY VISIBLE DUE TO A
 FC1917'POLE OBSCURING ALL BUT THE EDGE OF THE BRONZE DISK.
 FC1917'
 FC1917'PRESBYTERIAN CHURCH USED IN THE DESCRIPTION IS NOT VISIBLE FROM THE
 FC1917'GROUND BECAUSE OF THE CONSTRUCTION OF A DWELLING ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1916 ***********************************************************************
 FC1916  DESIGNATION -  MCMINNVILLE MUNICIPAL TANK
 FC1916  PID         -  FC1916
 FC1916  STATE/COUNTY-  TN/WARREN
 FC1916  USGS QUAD   -  MC MINNVILLE (1984)
 FC1916
 FC1916                         *CURRENT SURVEY CONTROL
 FC1916  ___________________________________________________________________
 FC1916* NAD 83(1995)-  35 41 31.85045(N)    085 46 17.68624(W)     ADJUSTED  
 FC1916* NAVD 88     -                                                        
 FC1916  ___________________________________________________________________
 FC1916  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FC1916  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1916
 FC1916  HORZ ORDER  -  THIRD
 FC1916
 FC1916.The horizontal coordinates were established by classical geodetic methods
 FC1916.and adjusted by the National Geodetic Survey in April 1999..
 FC1916
 FC1916
 FC1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1916
 FC1916.The geoid height was determined by GEOID03.
 FC1916
 FC1916;                    North         East     Units Scale Factor Converg.
 FC1916;SPC TN       -   150,786.843   620,673.950   MT  0.99995145   +0 08 01.4
 FC1916;SPC TN       -   494,706.50  2,036,327.78   sFT  0.99995145   +0 08 01.4
 FC1916;UTM  16      - 3,950,502.879   611,146.014   MT  0.99975223   +0 43 00.4
 FC1916
 FC1916                          SUPERSEDED SURVEY CONTROL
 FC1916
 FC1916  NAD 83(1995)-  35 41 31.85566(N)    085 46 17.69033(W) AD(       ) 4
 FC1916  NAD 83(1986)-  35 41 31.86221(N)    085 46 17.68606(W) AD(       ) 4
 FC1916  NAD 27      -  35 41 31.60000(N)    085 46 17.75000(W) AD(       ) 3
 FC1916
 FC1916.Superseded values are not recommended for survey control.
 FC1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1916.See file dsdata.txt to determine how the superseded data were derived.
 FC1916
 FC1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1114650503(NAD 83)
 FC1916_MARKER: 53 = ELEVATED TANK
 FC1916
 FC1916  HISTORY     - Date     Condition        Report By
 FC1916  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1916
 FC1916                          STATION DESCRIPTION
 FC1916
 FC1916'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1977 ***********************************************************************
 FC1977  CBN         -  This is a Cooperative Base Network Control Station.
 FC1977  DESIGNATION -  MCMIPORT
 FC1977  PID         -  FC1977
 FC1977  STATE/COUNTY-  TN/MCMINN
 FC1977  USGS QUAD   -  ATHENS (1990)
 FC1977
 FC1977                         *CURRENT SURVEY CONTROL
 FC1977  ___________________________________________________________________
 FC1977* NAD 83(1995)-  35 23 44.09618(N)    084 33 46.76857(W)     ADJUSTED  
 FC1977* NAVD 88     -       248.0    (meters)     814.     (feet)  GPS OBS   
 FC1977  ___________________________________________________________________
 FC1977  X           -     493,209.936 (meters)                     COMP
 FC1977  Y           -  -5,181,888.839 (meters)                     COMP
 FC1977  Z           -   3,673,856.508 (meters)                     COMP
 FC1977  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FC1977  ELLIP HEIGHT-         217.88  (meters)          (08/03/04) GPS OBS
 FC1977  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC1977
 FC1977  HORZ ORDER  -  A
 FC1977  ELLP ORDER  -  FOURTH    CLASS I
 FC1977
 FC1977.This mark is at Mcminn County Airport (MMI)
 FC1977
 FC1977.The horizontal coordinates were established by GPS observations
 FC1977.and adjusted by the National Geodetic Survey in August 2004..
 FC1977
 FC1977.The orthometric height was determined by GPS observations and a
 FC1977.high-resolution geoid model.
 FC1977
 FC1977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1977
 FC1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1977
 FC1977.The ellipsoidal height was determined by GPS observations
 FC1977.and is referenced to NAD 83.
 FC1977
 FC1977.The geoid height was determined by GEOID03.
 FC1977
 FC1977;                    North         East     Units Scale Factor Converg.
 FC1977;SPC TN       -   118,814.581   730,539.812   MT  0.99997750   +0 50 28.6
 FC1977;SPC TN       -   389,810.84  2,396,779.37   sFT  0.99997750   +0 50 28.6
 FC1977;UTM  16      - 3,919,640.391   721,327.683   MT  1.00020372   +1 24 43.7
 FC1977
 FC1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1977!SPC TN       -   0.99996580  x   0.99997750  =   0.99994330
 FC1977!UTM  16      -   0.99996580  x   1.00020372  =   1.00016952
 FC1977
 FC1977                          SUPERSEDED SURVEY CONTROL
 FC1977
 FC1977  NAD 83(1995)-  35 23 44.09710(N)    084 33 46.76914(W) AD(       ) 3
 FC1977  ELLIP H (04/12/99)  217.77   (m)                       GP(       ) 4 1
 FC1977  NAD 83(1995)-  35 23 44.09975(N)    084 33 46.77367(W) AD(       ) 3
 FC1977  NAD 83(1995)-  35 23 44.09767(N)    084 33 46.77103(W) AD(       ) 3
 FC1977  NGVD 29 (09/17/90)  248.1    (m)          814.     (f) GPS OBS        
 FC1977
 FC1977.Superseded values are not recommended for survey control.
 FC1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1977.See file dsdata.txt to determine how the superseded data were derived.
 FC1977
 FC1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2132819640(NAD 83)
 FC1977_MARKER: I = METAL ROD
 FC1977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1977_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1977_MARK LOGO: NGS   
 FC1977_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1977+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1977
 FC1977  HISTORY     - Date     Condition        Report By
 FC1977  HISTORY     - 1987     MONUMENTED       NGS
 FC1977  HISTORY     - 19881215 GOOD
 FC1977  HISTORY     - 20031010 GOOD             TNDT
 FC1977
 FC1977                          STATION DESCRIPTION
 FC1977
 FC1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1977'4.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN ATHENS,
 FC1977'TO THE JUNCTION OF A BLACK TOP ROAD LEFT, THENCE 0.50 MILE NORTHEAST
 FC1977'ALONG THE BLACK TOP ROAD TO THE JUNCTION OF A PAVED ROAD TO THE OFFICE
 FC1977'OF MCMINN COUNTY AIRPORT, THENCE 0.05 MILE WESTERLY ALONG PAVED ROAD
 FC1977'TO THE OFFICE OF MCMINN AIRPORT, CONTINUE WESTERLY FOR ABOUT 0.05 MILE
 FC1977'TO MAIN IN OVAL SHAPED PATCH OF LAWN, A3-D MARK, A STAINLESS STEEL ROD
 FC1977'DRIVEN 11.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3
 FC1977'FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH
 FC1977'A LOGO CAP ---STAMPED MCMIPORT 1987, 1 INCH BELOW GROUND WITH A REBAR
 FC1977'CONCERT, 240.0 FEET SOUTHWEST OF SOUTHWEST EDGE OF TAXIWAY, 380.3
 FC1977'FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY, 165.9 FEET NORTHWEST OF
 FC1977'THE MOST SOUTHERN ONE OF TWO GAS TANKS, 43.7 FEET SOUTHEAST EDGE OF
 FC1977'RUNWAY, AND 1.0 FOOT NORTHEAST OF A FIBERGLASS WITNESS POST NOTE --
 FC1977'CONTACT MCMINN COUNTY EXECUTIVE OFFICE AT 745-7634 ABOUT GETTING ON
 FC1977'AIRPORT.
 FC1977
 FC1977                          STATION RECOVERY (1988)
 FC1977
 FC1977'RECOVERED 1988
 FC1977'RECOVERED IN GOOD CONDITION.
 FC1977
 FC1977                          STATION RECOVERY (2003)
 FC1977
 FC1977'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1977'RECVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1978 ***********************************************************************
 FC1978  DESIGNATION -  MCMIPORT AZ MK
 FC1978  PID         -  FC1978
 FC1978  STATE/COUNTY-  TN/MCMINN
 FC1978  USGS QUAD   -  ATHENS (1990)
 FC1978
 FC1978                         *CURRENT SURVEY CONTROL
 FC1978  ___________________________________________________________________
 FC1978* NAD 83(1995)-  35 23 26.49297(N)    084 33 54.19917(W)     ADJUSTED  
 FC1978* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 FC1978  ___________________________________________________________________
 FC1978  X           -     493,052.788 (meters)                     COMP
 FC1978  Y           -  -5,182,216.955 (meters)                     COMP
 FC1978  Z           -   3,673,412.485 (meters)                     COMP
 FC1978  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FC1978  ELLIP HEIGHT-         214.85  (meters)          (04/12/99) GPS OBS
 FC1978  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1978
 FC1978  HORZ ORDER  -  THIRD
 FC1978  ELLP ORDER  -  FOURTH    CLASS I
 FC1978
 FC1978.This mark is at Mcminn County Airport (MMI)
 FC1978
 FC1978.The horizontal coordinates were established by GPS observations
 FC1978.and adjusted by the National Geodetic Survey in April 1999..
 FC1978
 FC1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1978
 FC1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1978
 FC1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1978
 FC1978.The ellipsoidal height was determined by GPS observations
 FC1978.and is referenced to NAD 83.
 FC1978
 FC1978.The geoid height was determined by GEOID03.
 FC1978
 FC1978;                    North         East     Units Scale Factor Converg.
 FC1978;SPC TN       -   118,269.390   730,360.278   MT  0.99997815   +0 50 24.3
 FC1978;SPC TN       -   388,022.16  2,396,190.35   sFT  0.99997815   +0 50 24.3
 FC1978;UTM  16      - 3,919,093.315   721,153.549   MT  1.00020277   +1 24 38.8
 FC1978
 FC1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1978!SPC TN       -   0.99996628  x   0.99997815  =   0.99994443
 FC1978!UTM  16      -   0.99996628  x   1.00020277  =   1.00016904
 FC1978
 FC1978                          SUPERSEDED SURVEY CONTROL
 FC1978
 FC1978  NAD 83(1995)-  35 23 26.49566(N)    084 33 54.20358(W) AD(       ) 3
 FC1978  NAD 83(1995)-  35 23 26.49355(N)    084 33 54.20101(W) AD(       ) 3
 FC1978  NGVD 29 (09/17/90)  245.2    (m)          804.     (f) GPS OBS        
 FC1978
 FC1978.Superseded values are not recommended for survey control.
 FC1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1978.See file dsdata.txt to determine how the superseded data were derived.
 FC1978
 FC1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2115419093(NAD 83)
 FC1978_MARKER: I = METAL ROD
 FC1978_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1978_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1978+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 FC1978
 FC1978  HISTORY     - Date     Condition        Report By
 FC1978  HISTORY     - 1987     MONUMENTED       NGS
 FC1978  HISTORY     - 19881215 GOOD
 FC1978
 FC1978                          STATION DESCRIPTION
 FC1978
 FC1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1978'4.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN ATHENS,
 FC1978'TO THE JUNCTION OF A BLACK TOP ROAD LEFT, THENCE 0.50 MILE NORTHEAST
 FC1978'ALONG THE BLACK TOP ROAD TO THE JUNCTION OF A PAVED ROAD TO THE MCMINN
 FC1978'COUNTY AIRPORT, THENCE 0.05 MILE WESTERLY ALONG PAVED ROAD TO THE
 FC1978'OFFICE OF MCMINN AIRPORT, THENCE 0.15 MILE SOUTHWESTERLY ALONG TAXIWAY
 FC1978'TO THE JUNCTION OF RUNWAY, THENCE 0.25 MILE SOUTHWESTERLY ALONG
 FC1978'TAXIWAY TO THE JUNCTION OF RUNWAY, THENCE 0.25 MILE SOUTHWESTERLY
 FC1978'ALONG RUNWAY TO THE MARK JUST PASS THE END OF THE RUNWAY, A 3-D MARK,
 FC1978'A STAINLESS STEEL ROD DRIVEN 19.0 FEET THE REFUSAL, 3 INCHES BELOW
 FC1978'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN
 FC1978'A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED MCMIPORT AZ MK 1987, 1 INCH
 FC1978'BELOW GROUND, WITH A REBAR IN CONCERT, 36.8 FEET SOUTHEAST OF
 FC1978'CORNER OF RUNWAY, 18.8 FEET WEST OF A CONCRETE BASE
 FC1978'SUPPORTING A 1 FOOT PIPE, 32.5 FEET EAST-SOUTHEAST OF THE EXTENDED
 FC1978'EDGE OF SOUTHEAST EDGE OF RUNWAY, 23.8 FEET SOUTHEAST OF THE MOST
 FC1978'EASTERLY ONE OF THREE RUNLIGHTS, AND 1.0 FOOT NORTHEAST OF A
 FC1978'FIBERGLASS WITNESS POST.
 FC1978
 FC1978                          STATION RECOVERY (1988)
 FC1978
 FC1978'RECOVERED 1988
 FC1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2449 ***********************************************************************
 GC2449  DESIGNATION -  MCMURRY RESET
 GC2449  PID         -  GC2449
 GC2449  STATE/COUNTY-  TN/MONTGOMERY
 GC2449  USGS QUAD   -  GUTHRIE (1983)
 GC2449
 GC2449                         *CURRENT SURVEY CONTROL
 GC2449  ___________________________________________________________________
 GC2449* NAD 83(1995)-  36 37 32.61864(N)    087 08 12.17751(W)     ADJUSTED  
 GC2449* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GC2449  ___________________________________________________________________
 GC2449  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2449  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2449
 GC2449  HORZ ORDER  -  FIRST
 GC2449
 GC2449.The horizontal coordinates were established by classical geodetic methods
 GC2449.and adjusted by the National Geodetic Survey in April 1999..
 GC2449
 GC2449.The orthometric height was scaled from a topographic map.
 GC2449
 GC2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2449
 GC2449.The geoid height was determined by GEOID03.
 GC2449
 GC2449;                    North         East     Units Scale Factor Converg.
 GC2449;SPC TN       -   254,938.835   498,323.091   MT  1.00004376   -0 39 55.7
 GC2449;SPC TN       -   836,411.83  1,634,915.01   sFT  1.00004376   -0 39 55.7
 GC2449;UTM  16      - 4,053,363.105   487,776.185   MT  0.99960184   -0 04 53.6
 GC2449
 GC2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2449!SPC TN       -   0.99997640  x   1.00004376  =   1.00002016
 GC2449!UTM  16      -   0.99997640  x   0.99960184  =   0.99957825
 GC2449
 GC2449|---------------------------------------------------------------------|
 GC2449| PID    Reference Object                     Distance      Geod. Az  |
 GC2449|                                                           dddmmss.s |
 GC2449| CG6922 MCMURRY RM 4                         29.928 METERS 00723     |
 GC2449| CG6919 MCMURRY RM 1                         30.008 METERS 05030     |
 GC2449| CG6920 MCMURRY RM 2                                       1351250.3 |
 GC2449| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.28.1 KM 3284344.0 |
 GC2449|---------------------------------------------------------------------|
 GC2449
 GC2449                          SUPERSEDED SURVEY CONTROL
 GC2449
 GC2449  NAD 83(1995)-  36 37 32.61905(N)    087 08 12.17830(W) AD(       ) 1
 GC2449  NAD 83(1995)-  36 37 32.62448(N)    087 08 12.18143(W) AD(       ) 1
 GC2449  NAD 83(1986)-  36 37 32.62768(N)    087 08 12.18113(W) AD(       ) 1
 GC2449  NAD 27      -  36 37 32.47000(N)    087 08 12.17200(W) AD(       ) 1
 GC2449
 GC2449.Superseded values are not recommended for survey control.
 GC2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2449.See file dsdata.txt to determine how the superseded data were derived.
 GC2449
 GC2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8777653363(NAD 83)
 GC2449_MARKER: DS = TRIANGULATION STATION DISK
 GC2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2449
 GC2449  HISTORY     - Date     Condition        Report By
 GC2449  HISTORY     - 1930     MONUMENTED       CGS
 GC2449  HISTORY     - 1934     GOOD             CGS
 GC2449  HISTORY     - 1953     GOOD             CGS
 GC2449
 GC2449                          STATION DESCRIPTION
 GC2449
 GC2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2449'ABOUT 2.2 MILES BY ROAD SOUTHEAST OF GUTHRIE, KY., 5 MILES NORTHWEST
 GC2449'OF ADAMS, 1.75 MILES SOUTHEAST OF
 GC2449'KENTUCKY-TENNESSEE STATE LINE, ON U.S. ROUTE 41E., ON SUMMIT OF
 GC2449'GENTLE RISE OF GROUND, ON LAND OWNED BY H.J. MCMURRY AND FARMED BY
 GC2449'J.L. KING, ABOUT 170 YARDS SOUTHEAST ALONG HIGHWAY FROM RAILROAD
 GC2449'SEMAPHORE NO. 2132, AND 46.8 FEET SOUTHWEST OF CENTER LINE OF
 GC2449'HIGHWAY.  TO REACH FROM GUTHRIE, FOLLOW U.S. ROUTE 41E. SOUTHEAST TO
 GC2449'TOP OF GENTLE GRADE AND ABOUT 175 METERS (574 FEET) SOUTHEAST OF
 GC2449'SWAMPY STRIP OF TIMBER ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE
 GC2449'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GC2449'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2449
 GC2449                          STATION RECOVERY (1934)
 GC2449
 GC2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GC2449'STATION
 GC2449'RECOVERED IN 1934 AND ADDITIONAL REFERENCE MARK (NO. 3) WAS
 GC2449'ESTABLISHED.  NO. 1 (1930) IS IN FENCE LINE BETWEEN RAILROAD
 GC2449'AND HIGHWAY, 45 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, AND 29.99
 GC2449'METERS (98.4 FEET) FROM STATION.  NO. 2
 GC2449'(1930) (AZIMUTH MARK) IS IN SOUTH ANGLE OF DIRT-ROAD JUNCTION, AT
 GC2449'FENCE CORNER, ABOUT 30 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GC2449'AND ABOUT 0.35 MILE FROM STATION.
 GC2449'NO. 3 (1934) IS BETWEEN HIGHWAY AND WIRE FENCE, 30 FEET SOUTHWEST OF
 GC2449'CENTER LINE OF HIGHWAY, AND 180.49 FEET FROM STATION.
 GC2449
 GC2449                          STATION RECOVERY (1953)
 GC2449
 GC2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2449'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK, REFERENCE MARK NO.
 GC2449'1 AND REFERENCE MARK NO. 2 WERE IN GOOD CONDITION. REFERENCE MARK NO.
 GC2449'3 WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE DISTANCE AND
 GC2449'DIRECTION TO REFERENCE MARK NO.  2 CHECKED AND THE DISTANCE TO
 GC2449'REFERENCE MARK NO. 1 CHECKED.  THE DIRECTION TO REFERENCE MARK NO. 1
 GC2449'DID NOT CHECK.  THE STATION MARK WAS LOWERED 12 INCHES UNDERGROUND
 GC2449'AT THE REQUEST OF THE PROPERTY OWNER.  A NEW REFERENCE MARK WAS
 GC2449'ESTABLISHED BY THIS PARTY.
 GC2449'
 GC2449'STATION IS 60 FEET SOUTH OF A TELEPHONE POLE AND 47 FEET SOUTHWEST OF
 GC2449'THE CENTER OF U.S. HIGHWAY 41.  THE MARK IS 12 INCHES UNDERGROUND
 GC2449'AND THE DISK IS STAMPED MC MURRY 1930 1953.
 GC2449'
 GC2449'REFERENCE MARK NO. 4 IS 53 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 GC2449'THE L AND N RAILROAD TRACKS, 30 FEET NORTHEAST OF THE CENTER OF THE
 GC2449'HIGHWAY AND 24 FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 GC2449'ABOUT 4 INCHES AND THE DISK IS STAMPED MC MURRY NO 4 1930 1953.
 GC2449'
 GC2449'THE OLD DESCRIPTION IS ADEQUATE.
 GC2449'
 GC2449'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1197 ***********************************************************************
 FZ1197  DESIGNATION -  MCQUEEN
 FZ1197  PID         -  FZ1197
 FZ1197  STATE/COUNTY-  TN/JOHNSON
 FZ1197  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1197
 FZ1197                         *CURRENT SURVEY CONTROL
 FZ1197  ___________________________________________________________________
 FZ1197* NAD 83(1995)-  36 34 19.34065(N)    081 55 17.03579(W)     ADJUSTED  
 FZ1197* NAVD 88     -      1184.15   (+/-2cm)    3885.0    (feet)  VERTCON   
 FZ1197  ___________________________________________________________________
 FZ1197  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FZ1197  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1197
 FZ1197  HORZ ORDER  -  SECOND
 FZ1197  VERT ORDER  -  ? (See Below)
 FZ1197
 FZ1197.The horizontal coordinates were established by classical geodetic methods
 FZ1197.and adjusted by the National Geodetic Survey in April 1999..
 FZ1197
 FZ1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1197.The vertical order pertains to the NGVD 29 superseded value.
 FZ1197
 FZ1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1197
 FZ1197.The geoid height was determined by GEOID03.
 FZ1197
 FZ1197;                    North         East     Units Scale Factor Converg.
 FZ1197;SPC TN       -   255,996.474   964,973.331   MT  1.00003125   +2 23 16.0
 FZ1197;SPC TN       -   839,881.77  3,165,916.67   sFT  1.00003125   +2 23 16.0
 FZ1197;SPC VA S     - 1,032,039.572 3,193,811.780   MT  1.00004102   -2 04 35.5
 FZ1197;SPC VA S     - 3,385,949.83 10,478,364.15   sFT  1.00004102   -2 04 35.5
 FZ1197;UTM  17      - 4,047,793.973   417,559.347   MT  0.99968373   -0 32 56.5
 FZ1197
 FZ1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1197!SPC TN       -   0.99981905  x   1.00003125  =   0.99985030
 FZ1197!SPC VA S     -   0.99981905  x   1.00004102  =   0.99986007
 FZ1197!UTM  17      -   0.99981905  x   0.99968373  =   0.99950284
 FZ1197
 FZ1197:                Primary Azimuth Mark                     Grid Az
 FZ1197:SPC TN       -  MCQUEEN AZ MK                            073 36 26.5
 FZ1197:SPC VA S     -  MCQUEEN AZ MK                            078 04 18.0
 FZ1197:UTM  17      -  MCQUEEN AZ MK                            076 32 39.0
 FZ1197
 FZ1197|---------------------------------------------------------------------|
 FZ1197| PID    Reference Object                     Distance      Geod. Az  |
 FZ1197|                                                           dddmmss.s |
 FZ1197| FZ1196 MCQUEEN AZ MK                                      0755942.5 |
 FZ1197| DC4650 MCQUEEN RM 1                         32.379 METERS 21205     |
 FZ1197| FZ2170 MC QUEEN LOOKOUT TOWER                8.244 METERS 22413     |
 FZ1197| DC4651 MCQUEEN RM 2                         11.640 METERS 23833     |
 FZ1197| DC4649 MCQUEEN AZ MK RESET                                3441545.5 |
 FZ1197|---------------------------------------------------------------------|
 FZ1197
 FZ1197                          SUPERSEDED SURVEY CONTROL
 FZ1197
 FZ1197  NAD 83(1995)-  36 34 19.34065(N)    081 55 17.03487(W) AD(       ) 2
 FZ1197  NAD 83(1995)-  36 34 19.35180(N)    081 55 17.03605(W) AD(       ) 2
 FZ1197  NAD 83(1986)-  36 34 19.35293(N)    081 55 17.03603(W) AD(       ) 2
 FZ1197  NAD 27      -  36 34 18.93751(N)    081 55 17.59942(W) AD(       ) 2
 FZ1197  NGVD 29 (??/??/92) 1184.246  (m)         3885.31   (f) ADJ UNCH    ?  
 FZ1197
 FZ1197.Superseded values are not recommended for survey control.
 FZ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1197.See file dsdata.txt to determine how the superseded data were derived.
 FZ1197
 FZ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1755947794(NAD 83)
 FZ1197_MARKER: DB = BENCH MARK DISK
 FZ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1197_STAMPING: MC QUEEN
 FZ1197_MARK LOGO: CGS   
 FZ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1197+STABILITY: SURFACE MOTION
 FZ1197
 FZ1197  HISTORY     - Date     Condition        Report By
 FZ1197  HISTORY     - 1934     MONUMENTED       CGS
 FZ1197  HISTORY     - 1937     GOOD             TVA
 FZ1197  HISTORY     - 1958     GOOD             CGS
 FZ1197  HISTORY     - 1963     GOOD             CGS
 FZ1197
 FZ1197                          STATION DESCRIPTION
 FZ1197
 FZ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1197'STATION IS ON TOP OF HIGH WOODED ROCK RIDGE ON HOLSTON MOUNTAIN RANGE
 FZ1197'IN UNAKA NATIONAL
 FZ1197'FOREST, ABOUT 9-1/2 MILES SSE OF ABINGDON, VA., 2
 FZ1197'1/4 MILES NW OF CRANDULL, NEAR FOOT
 FZ1197'OF 40-FOOT STEEL FIRE TOWER, 20.7
 FZ1197'FEET FROM E LEG OF TOWER 20.4 FEET FROM N LEG, 4.7
 FZ1197'FEET FROM SHORT
 FZ1197'TELEPHONE POLE, AND 56.3 FEET (SLOPE) AND 20 FEET ABOVE 16-INCH
 FZ1197'HARDWOOD TREE.
 FZ1197'
 FZ1197'TO REACH FROM MOUNTAIN CITY COURTHOUSE, GO NW 10.7 MILES ON U.  S.
 FZ1197'HIGHWAY 421 TO
 FZ1197'CROSSROADS WITH WHITE BARN AND SILO ON LEFT, TURN
 FZ1197'RIGHT ONTO STONE ROAD AND GO 3.35
 FZ1197'MILES OR 0.15 MILE BEYOND SECOND OF
 FZ1197'TWO BRIDGES TO GREEN HOUSE ACROSS CREEK ON LEFT,
 FZ1197'TURN LEFT ACROSS
 FZ1197'BRIDGE, TURN SHARP RIGHT AND GO 0.2 MILE, TURN LEFT AND FOLLOW
 FZ1197'TELEPHONE LINE
 FZ1197'UP STEEP GRADE 2.55 MILES TO TOP OF RIDGE AND
 FZ1197'APPALACHIAN TRAIL, TURN SHARP
 FZ1197'LEFT UP STEEP GRADE AND CONTINUE 0.35
 FZ1197'MILE TO STATION SITE.
 FZ1197'
 FZ1197'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FZ1197'CONCRETE.
 FZ1197'
 FZ1197'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE, 67.2
 FZ1197'FEET FROM S LEG OF TOWER, 3.6 FEET FROM 12-INCH WHITE OAK
 FZ1197'USED AS TELEPHONE POLE, 26.3 FEET
 FZ1197'FROM 14-INCH WHITE OAK AND 105.61
 FZ1197'FEET FROM STATION.
 FZ1197'
 FZ1197'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE FOOTING
 FZ1197'OF W LEG OF TOWER,
 FZ1197'34.8 FEET FROM SHORT TELEPHONE POLE, AND 38.16
 FZ1197'FEET FROM STATION.
 FZ1197'
 FZ1197'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, 7.0
 FZ1197'FEET FROM CENTER
 FZ1197'LINE OF APPALACHIAN TRAIL, 10.8 FEET FROM 6-INCH
 FZ1197'WHITE OAK, 31.3 FEET FROM N CORNER
 FZ1197'OF CABIN FIREPLACE, AND 300 FEET
 FZ1197'FROM STATION N 76 DEG E.
 FZ1197'BEARING FROM STATION
 FZ1197'TO BETHEL HIGH SCHOOL, APEX OF BELL TOWER OF FRAME BUILDING, IS
 FZ1197'N 18 DEG 35 MIN E.
 FZ1197
 FZ1197                          STATION RECOVERY (1937)
 FZ1197
 FZ1197'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1197'3 MI NW FROM CRANDULL.
 FZ1197'3 MILES NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1197'JOHNSON COUNTY, 0.4 MILE SOUTHWEST ALONG THE APPALACHIAN TRAIL,
 FZ1197'ON THE JOHNSON-SULLIVAN COUNTY LINE, ON THE TOP OF A HIGH WOODED
 FZ1197'ROCK RIDGE ON HOLSTON MOUNTAIN, AT THE FOOT OF A 40-FOOT STEEL
 FZ1197'FIRE TOWER, 20.7 FEET FROM THE EAST LEG, 20.4 FEET FROM THE NORTH
 FZ1197'LEG, 56.3 FEET (GRADE SLOPE DISTANCE) FROM A 16-INCH HARDWOOD TREE,
 FZ1197'AND 4.7 FEET FROM A SHORT POLE.  A STANDARD TRIANGULATION-STATION
 FZ1197'DISK, STAMPED MC QUEEN AND SET IN THE TOP OF A CONCRETE POST.
 FZ1197
 FZ1197                          STATION RECOVERY (1958)
 FZ1197
 FZ1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1197'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 FZ1197'CONDITION.  DUE TO A LARGE
 FZ1197'AMOUNT OF CLEARING THE DIRECTION TO THE AZIMUTH MARK
 FZ1197'WAS NOT TAKEN.  THE 1934
 FZ1197'DESCRIPTION IS ADEQUATE EXCEPT FOR REACHING
 FZ1197'STATION THEREFORE NEW DIRECTIONS TO REACH
 FZ1197'FOLLOW-
 FZ1197'
 FZ1197'TO REACH STATION FROM THE COURTHOUSE IN ABINGDON GO WESTERLY ON U. S.
 FZ1197'HIGHWAY 11 FOR 0.1 MILE TO
 FZ1197'THE INTERSECTION OF STATE HIGHWAY 75.  TURN LEFT,
 FZ1197'ON STATE HIGHWAY 75, AND GO SOUTHERLY
 FZ1197'7.2 MILES TO THE JUNCTION OF
 FZ1197'COUNTY ROUTE 670.  CONTINUE, STRAIGHT AHEAD, ON COUNTY
 FZ1197'ROUTE 670 FOR 0.8
 FZ1197'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 2.0 MILES TO A FORK.
 FZ1197'TAKE THE LEFT FORK AND
 FZ1197'GO 1.1 MILES TO A FORK.  TAKE THE LEFT FORK
 FZ1197'AND GO 0.5 MILE TO THE END OF PAVED ROAD
 FZ1197'AND SIGN TENNESSEE.
 FZ1197'CONTINUE STRAIGHT AHEAD, ON GRAVELED ROAD, 0.6 MILE TO A
 FZ1197'FORK.  TAKE THE
 FZ1197'RIGHT FORK AND GO 0.35 MILE TO A T ROAD.  TURN LEFT AND GO ABOUT
 FZ1197'50 FEET TO A SIDE ROAD
 FZ1197'ON THE RIGHT AT SIGN MCQUEEN KNOB TOWER.  TURN RIGHT AND GO
 FZ1197'3.15 MILES TO A SIGN MCQUEEN TOWER US FOREST SERVICE AT TOP
 FZ1197'OF RIDGE.  TURN RIGHT AND GO 0.3 MILE RIGHT AT SIGN MCQUEEN KNOB
 FZ1197'TOWER.  TURN RIGHT AND GO 3.15 MILES A SIGN TO THE AZIMUTH
 FZ1197'MARK ON THE
 FZ1197'LEFT.  CONTINUE 0.05 MILE TO THE LOOKOUT TOWER AND STATION.
 FZ1197
 FZ1197                          STATION RECOVERY (1963)
 FZ1197
 FZ1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1197'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 FZ1197'DESCRIBED.  THE AZIMUTH MARK
 FZ1197'WAS FOUND OUT OF THE GROUND AND THE DISK WAS
 FZ1197'RECOVERED.  THIS PARTY ESTABLISHED
 FZ1197'A NEW AZIMUTH MARK.
 FZ1197'
 FZ1197'THE AZIMUTH MARK IS 28 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 FZ1197'DRIVEWAY, 16 FEET SOUTHWEST
 FZ1197'OF THE APPROXIMATE CENTER OF COUNTY ROAD 674, 2.9
 FZ1197'FEET SOUTHEAST OF A METAL WITNESS
 FZ1197'SIGN AND 2.2 FEET EAST OF TELEPHONE
 FZ1197'POLE NO.  98.  IT IS A STANDARD DISK SET IN A SQUARE
 FZ1197'FLUSH CONCRETE
 FZ1197'MONUMENT AND IS STAMPED MCQUEEN 1934 RESET 1963.
 FZ1197'
 FZ1197'TO REACH THE STATION FROM THE POST OFFICE IN ABINGDON, GO EASTERLY ON
 FZ1197'U. S.  HIGHWAY 11 AND 58
 FZ1197'FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 75,
 FZ1197'TURN RIGHT ON STATE HIGHWAY 75 AND
 FZ1197'GO 0.9 MILE TO INTERSTATE HIGHWAY
 FZ1197'81, CONTINUE ON STATE HIGHWAY 75 FOR 6.0 MILES TO THE
 FZ1197'JUNCTION OF
 FZ1197'COUNTY ROAD 670, STATE HIGHWAY 75 TURNS TO THE RIGHT OVER A BRIDGE,
 FZ1197'KEEP STRAIGHT AHEAD
 FZ1197'ON COUNTY ROAD 670 AND GO 2.8 MILES TO THE
 FZ1197'JUNCTION OF COUNTY ROAD 674, KEEP
 FZ1197'LEFT ON COUNTY ROAD 674 AND GO 1.1
 FZ1197'MILES TO THE AZIMUTH MARK ON THE RIGHT NEAR A WHITE
 FZ1197'FRAME HOUSE,
 FZ1197'CONTINUE FOR 0.05 MILE TO THE JUNCTION OF COUNTY ROAD 759, KEEP LEFT
 FZ1197'ON COUNTY ROAD 674
 FZ1197'FOR 0.9 MILE TO A FORK AT THE OFFSET CASH GROCERY,
 FZ1197'KEEP RIGHT ON A HARD SURFACE ROAD FOR
 FZ1197'0.35 MILE TO A T-ROAD, TURN
 FZ1197'LEFT AND GO ABOUT 25 YARDS TO A SIGN, MCQUEEN KNOB TOWER
 FZ1197'4, AT FORK, KEEP
 FZ1197'RIGHT AS PER SIGN ON THE FOREST SERVICE ROAD (NO.  69) FOR 3.6
 FZ1197'MILES TO AN ANGLING
 FZ1197'CROSSROAD, KEEP RIGHT UP HILL FOR 0.4 MILE TO THE
 FZ1197'LOOKOUT TOWER AND THE STATION.
 FZ1197'
 FZ1197'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2370 ***********************************************************************
 FE2370  DESIGNATION -  MEADOW
 FE2370  PID         -  FE2370
 FE2370  STATE/COUNTY-  TN/MADISON
 FE2370  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2370
 FE2370                         *CURRENT SURVEY CONTROL
 FE2370  ___________________________________________________________________
 FE2370* NAD 83(1995)-  35 36 39.65036(N)    088 50 06.23590(W)     ADJUSTED  
 FE2370* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 FE2370  ___________________________________________________________________
 FE2370  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FE2370  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2370
 FE2370  HORZ ORDER  -  FIRST
 FE2370
 FE2370.The horizontal coordinates were established by classical geodetic methods
 FE2370.and adjusted by the National Geodetic Survey in April 1999..
 FE2370
 FE2370.The orthometric height was scaled from a topographic map.
 FE2370
 FE2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2370
 FE2370.The geoid height was determined by GEOID03.
 FE2370
 FE2370;                    North         East     Units Scale Factor Converg.
 FE2370;SPC TN       -   145,477.591   343,177.869   MT  0.99995594   -1 39 35.1
 FE2370;SPC TN       -   477,287.73  1,125,909.39   sFT  0.99995594   -1 39 35.1
 FE2370;UTM  16      - 3,942,355.750   333,792.293   MT  0.99994043   -1 04 07.6
 FE2370
 FE2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2370!SPC TN       -   0.99998795  x   0.99995594  =   0.99994390
 FE2370!UTM  16      -   0.99998795  x   0.99994043  =   0.99992839
 FE2370
 FE2370:                Primary Azimuth Mark                     Grid Az
 FE2370:SPC TN       -  JACKSON RAD STA WTJS FM MAST             004 33 35.5
 FE2370:UTM  16      -  JACKSON RAD STA WTJS FM MAST             003 58 08.0
 FE2370
 FE2370|---------------------------------------------------------------------|
 FE2370| PID    Reference Object                     Distance      Geod. Az  |
 FE2370|                                                           dddmmss.s |
 FE2370| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 3.9 KM 0025400.4 |
 FE2370| CG4549 MEADOW RM 1                          26.346 METERS 04733     |
 FE2370| CG4548 MEADOW AZ MK                                       0903954.1 |
 FE2370| FE2358 JACKSON MORGAN LUMBER TANK          396.790 METERS 11609     |
 FE2370| CG4550 MEADOW RM 2                          35.421 METERS 12716     |
 FE2370| FE2360 JACKSON RAD STA WPLI MAST           APPROX. 1.1 KM 1563515.2 |
 FE2370| FE2351 JACKSON AMERICAN CREOSOTE STK        81.814 METERS 23305     |
 FE2370| FE2359 JACKSON PUBLIC COMPRESS TANK        APPROX. 0.7 KM 3590909.5 |
 FE2370|---------------------------------------------------------------------|
 FE2370
 FE2370                          SUPERSEDED SURVEY CONTROL
 FE2370
 FE2370  NAD 83(1995)-  35 36 39.65532(N)    088 50 06.24078(W) AD(       ) 1
 FE2370  NAD 83(1986)-  35 36 39.66190(N)    088 50 06.23676(W) AD(       ) 1
 FE2370  NAD 27      -  35 36 39.40600(N)    088 50 06.03000(W) AD(       ) 1
 FE2370
 FE2370.Superseded values are not recommended for survey control.
 FE2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2370.See file dsdata.txt to determine how the superseded data were derived.
 FE2370
 FE2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3379242356(NAD 83)
 FE2370_MARKER: DS = TRIANGULATION STATION DISK
 FE2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2370_STAMPING: MEADOW 1951
 FE2370_MARK LOGO: CGS   
 FE2370_PROJECTION: FLUSH
 FE2370_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2370+STABILITY: SURFACE MOTION
 FE2370
 FE2370  HISTORY     - Date     Condition        Report By
 FE2370  HISTORY     - 1951     MONUMENTED       CGS
 FE2370  HISTORY     - 19850114 GOOD             NGS
 FE2370
 FE2370                          STATION DESCRIPTION
 FE2370
 FE2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2370'STATION IS LOCATED ON THE SOUTH SIDE OF MEADOW AVE., 100 FEET EAST OF
 FE2370'STATE STREET IN THE CITY OF JACKSON AND ON PROPERTY OWNED BY
 FE2370'THE AMERICAN CREOSOTE WORKS. IT IS 118 FEET WEST OF THE NORTHWEST
 FE2370'CORNER OF THE OFFICE BUILDING, IN AN EAST-WEST BOARD FENCELINE AND
 FE2370'27 FEET SOUTH OF THE CENTER OF MEADOW AVE. THE MARK IS FLUSH WITH THE
 FE2370'GROUND AND THE DISK IS STAMPED MEADOW 1951.
 FE2370'
 FE2370'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF MEADOW AVE.,
 FE2370'17 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 12
 FE2370'FEET NORTH OF A FIRE HYDRANT. THE MARK IS FLUSH WITH THE GROUND AND
 FE2370'THE DISK IS STAMPED MEADOW NO 1 1951.
 FE2370'
 FE2370'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FE2370'PORCH OF THE OFFICE BUILDING, 11 FEET SOUTH OF THE FLAG POLE AND 27
 FE2370'FEET SOUTH OF SOUTH EDGE OF SIDEWALK LEADING TO THE BUILDING. THE
 FE2370'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MEADOW NO 2
 FE2370'1951.
 FE2370'
 FE2370'AZIMUTH MARK IS 14 FEET NORTH OF A FENCE CORNER, 12 FEET SOUTH OF THE
 FE2370'CENTER OF MEADOW AVE. AND 2 FEET WEST OF A POWER POLE. THE MARK IS
 FE2370'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MEADOW 1951.
 FE2370'
 FE2370'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2370
 FE2370                          STATION RECOVERY (1985)
 FE2370
 FE2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2370'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 FE2370'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED
 FE2370'BY ROAD WORK, THE DISTANCE AND DIRECTION TO RM 2 CHECKED WITH PREVIOUS
 FE2370'DATA.  RM 3 AND AZ MK 2 WERE ESTABLISHED AT THIS TIME.  A NEW
 FE2370'DESCRIPTION FOLLOWS.
 FE2370' 
 FE2370'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF JACKSON IN
 FE2370'AN EAST-WEST FENCE LINE MARKING THE NORTH EDGE OF PROPERTY OF THE NOW
 FE2370'ABANDONED AMERICAN CREOSOTE WORKS. TO REACH THE STATION FROM THE
 FE2370'JUNCTION OF U S HIGHWAY 45 BYPASS AND STATE STREET GO SOUTH 0.2 KM
 FE2370'(0.10 MI) ON STATE STREET TO MEADOW STREET ON THE LEFT AND THE
 FE2370'STATION.
 FE2370' 
 FE2370'THE STATION IS A STANDARD CGS DISK STAMPED---MEADOW 1951---, SET INTO
 FE2370'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 FE2370'FLUSH WITH GROUND.  THE STATION IS LOCATED 33.2 METERS (108.9 FT) EAST
 FE2370'FROM THE PROJECTED CENTERLINE OF STATE STREET, 26.2 METERS (86.0 FT)
 FE2370'SOUTHWEST FROM A FIRE HYDRANT, 21.0 METERS (68.9 FT) SOUTHEAST FROM A
 FE2370'POWER POLE WITH TRANSFORMER, 11.9 METERS (39.0 FT) SOUTH FROM THE
 FE2370'CENTERLINE OF MEADOW STREET, 0.5 METERS (1.6 FT) EAST FROM A
 FE2370'FIBERGLASS
 FE2370'WITNESS POST.
 FE2370' 
 FE2370'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MEADOW NO 2
 FE2370'1951--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 FE2370'(25 CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE
 FE2370'STATION IS LOCATED 32.0 METERS (105.0 FT) SOUTH FROM THE CENTERLINE OF
 FE2370'MEADOW STREET 7.3 METERS (24.0 FT) WEST NORTHWEST FROM THE SOUTHWEST
 FE2370'CORNER OF A PORCH, 3.0 METERS (9.8 FT) SOUTH FROM A FLAG POLE, 0.6
 FE2370'METER (2.0 FT) NORTHEAST FROM THE INSIDE CORNER OF A SIDEWALK AND
 FE2370'0.2 METER (0.7 FT) LOWER THAN THE STATION
 FE2370' 
 FE2370'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MEADOW 1951 NO 3
 FE2370'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 11 INCHES
 FE2370'(28 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. THE
 FE2370'STATION IS LOCATED 25.9 METERS (85.0 FT) SOUTHEAST FROM A POWER POLE
 FE2370'WITH A TRANSFORMER 20. 0 METERS (65.6 FT) SOUTH SOUTHWEST FROM A FIRE
 FE2370'HYDRANT 10.8 METERS (35.4 FT) SOUTH FROM THE CENTERLINE OF MEADOW
 FE2370'STREET AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 FE2370' 
 FE2370'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---MEADOW 1951 NO 2
 FE2370'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES
 FE2370'(28 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 FE2370'THE STATION IS LOCATED 12.8 METERS (42.0 FT) EAST FROM POWER POLE
 FE2370'NUMBER J 191, 5.8 METERS (19.0 FT) NORTH FROM THE CENTERLINE OF MEADOW
 FE2370'STREET, 1.1 METERS (3.6 FT) WEST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1843 ***********************************************************************
 FC1843  DESIGNATION -  MEADOW
 FC1843  PID         -  FC1843
 FC1843  STATE/COUNTY-  TN/HAMILTON
 FC1843  USGS QUAD   -  SNOW HILL (1980)
 FC1843
 FC1843                         *CURRENT SURVEY CONTROL
 FC1843  ___________________________________________________________________
 FC1843* NAD 83(1995)-  35 14 15.49894(N)    085 00 49.43494(W)     ADJUSTED  
 FC1843* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 FC1843  ___________________________________________________________________
 FC1843  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FC1843  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC1843
 FC1843  HORZ ORDER  -  THIRD
 FC1843
 FC1843.The horizontal coordinates were established by classical geodetic methods
 FC1843.and adjusted by the National Geodetic Survey in April 1999..
 FC1843
 FC1843.The orthometric height was scaled from a topographic map.
 FC1843
 FC1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1843
 FC1843.The geoid height was determined by GEOID03.
 FC1843
 FC1843;                    North         East     Units Scale Factor Converg.
 FC1843;SPC TN       -   100,785.451   689,772.212   MT  1.00000220   +0 34 38.6
 FC1843;SPC TN       -   330,660.27  2,263,027.67   sFT  1.00000220   +0 34 38.6
 FC1843;UTM  16      - 3,901,204.751   680,736.879   MT  1.00000258   +1 08 46.8
 FC1843
 FC1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1843!SPC TN       -   0.99996800  x   1.00000220  =   0.99997020
 FC1843!UTM  16      -   0.99996800  x   1.00000258  =   0.99997058
 FC1843
 FC1843|---------------------------------------------------------------------|
 FC1843| PID    Reference Object                     Distance      Geod. Az  |
 FC1843|                                                           dddmmss.s |
 FC1843| CG6926 MEADOW RM 1                          39.770 METERS 02854     |
 FC1843| CG6927 MEADOW RM 2                          32.751 METERS 17350     |
 FC1843| CG6925 MEADOW AZ MK                                       2103031.6 |
 FC1843|---------------------------------------------------------------------|
 FC1843
 FC1843                          SUPERSEDED SURVEY CONTROL
 FC1843
 FC1843  NAD 83(1995)-  35 14 15.50044(N)    085 00 49.43606(W) AD(       ) 3
 FC1843  NAD 83(1995)-  35 14 15.50042(N)    085 00 49.43735(W) AD(       ) 3
 FC1843  NAD 83(1995)-  35 14 15.50097(N)    085 00 49.43584(W) AD(       ) 3
 FC1843  NAD 83(1986)-  35 14 15.50246(N)    085 00 49.43453(W) AD(       ) 3
 FC1843  NAD 27      -  35 14 15.24200(N)    085 00 49.61000(W) AD(       ) 3
 FC1843
 FC1843.Superseded values are not recommended for survey control.
 FC1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1843.See file dsdata.txt to determine how the superseded data were derived.
 FC1843
 FC1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8073701205(NAD 83)
 FC1843_MARKER: DS = TRIANGULATION STATION DISK
 FC1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1843
 FC1843  HISTORY     - Date     Condition        Report By
 FC1843  HISTORY     - 1934     MONUMENTED       CGS
 FC1843  HISTORY     - 1949     GOOD             TVA
 FC1843  HISTORY     - 1972     MARK NOT FOUND   NGS
 FC1843  HISTORY     - 1975     MARK NOT FOUND   NGS
 FC1843  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC1843  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC1843
 FC1843                          STATION DESCRIPTION
 FC1843
 FC1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1843'ABOUT 9.5 MILES BY ROAD NORTH OF HARRISON, 5-1/4 MILES SOUTHWEST OF
 FC1843'GEORGETOWN, IN MEADOW VIEW SETTLEMENT, ABOUT 100 YARDS NORTH OF
 FC1843'SIDE ROAD LEADING TO SNOW HILL, 32 FEET WEST OF CENTER LINE OF STATE
 FC1843'ROUTE 58, AND 9 FEET EAST OF RIGHT-OF-WAY FENCE. SURFACE AND
 FC1843'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1843'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FC1843'CONCRETE. NO. 1 IS ON RIGHT-OF-WAY OF AND 12 YARDS WEST OF
 FC1843'CENTER LINE OF HIGHWAY AND 130.48 FEET FROM STATION
 FC1843'N 28 DEG 54 MIN E. NO. 2 IS ON RIGHT-OF-WAY OF AND 9 YARDS EAST OF
 FC1843'CENTER LINE OF HIGHWAY AND 107.45 FEET FROM STATION S 06 DEG 29
 FC1843'MIN E.  DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 FC1843'226.98 FEET. AZIMUTH MARK IS 36 FEET EAST OF CENTER LINE OF ROUTE 58,
 FC1843'2 FEET WEST OF FENCE LINE, AND 0.45 MILE BY ROAD FROM STATION
 FC1843'S 30 DEG 30 MIN W.
 FC1843
 FC1843                          STATION RECOVERY (1949)
 FC1843
 FC1843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1843'STATION WAS RECOVERED IN GOOD CONDITION. STATION DISK IS STAMPED
 FC1843'MEADOW 1934.
 FC1843'
 FC1843'A POST IS SET ON THE W SIDE OF THE MONUMENT.
 FC1843
 FC1843                          STATION RECOVERY (1972)
 FC1843
 FC1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JP)
 FC1843'SEARCHED FOR BUT NOT FOUND - APPARENTLY DESTROYED BY GRADING FOR
 FC1843'ROAD WIDENING.  NO REF. MARKS WERE FOUND.
 FC1843
 FC1843                          STATION RECOVERY (1975)
 FC1843
 FC1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1843'A SEARCH WAS MADE FOR THE STATION AND ALL MARKS, BUT NOTHING WAS
 FC1843'FOUND.  THE ROAD HAS BEEN WIDENED AND THE BANKS SLOPED AND THE
 FC1843'STATION IS ASSUMED TO HAVE BEEN DESTROYED BY THE WORK.
 FC1843'
 FC1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1843'ABOUT 5-1/4 MILES SOUTHWEST OF GEORGETOWN.
 FC1843
 FC1843                          STATION RECOVERY (1979)
 FC1843
 FC1843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979 (LM)
 FC1843'BELIEVE DESTROYED BY GRADING OF HIGHWAY RIGHT OF WAY.
 FC1843'
 FC1843'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5 MI N OF HARRISON.
 FC1843
 FC1843                          STATION RECOVERY (1979)
 FC1843
 FC1843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979 (JSL)
 FC1843'BELIEVE DESTROYED BY GRADING OF HWY. R.O.W.
 FC1843'
 FC1843'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5 MI. N. OF
 FC1843'HARRISON.
 FC1843'
 FC1843'CONDITION OF POINT WHEN FOUND.  NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2392 ***********************************************************************
 FE2392  DESIGNATION -  MEDINA
 FE2392  PID         -  FE2392
 FE2392  STATE/COUNTY-  TN/GIBSON
 FE2392  USGS QUAD   -  MEDINA (1981)
 FE2392
 FE2392                         *CURRENT SURVEY CONTROL
 FE2392  ___________________________________________________________________
 FE2392* NAD 83(1995)-  35 47 52.04949(N)    088 46 24.98228(W)     ADJUSTED  
 FE2392* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2392  ___________________________________________________________________
 FE2392  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FE2392  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2392
 FE2392  HORZ ORDER  -  SECOND
 FE2392
 FE2392.The horizontal coordinates were established by classical geodetic methods
 FE2392.and adjusted by the National Geodetic Survey in April 1999..
 FE2392
 FE2392.The orthometric height was scaled from a topographic map.
 FE2392
 FE2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2392
 FE2392.The geoid height was determined by GEOID03.
 FE2392
 FE2392;                    North         East     Units Scale Factor Converg.
 FE2392;SPC TN       -   166,032.358   349,331.030   MT  0.99994860   -1 37 25.6
 FE2392;SPC TN       -   544,724.49  1,146,096.89   sFT  0.99994860   -1 37 25.6
 FE2392;UTM  16      - 3,962,972.161   339,733.861   MT  0.99991651   -1 02 15.5
 FE2392
 FE2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2392!SPC TN       -   0.99997838  x   0.99994860  =   0.99992698
 FE2392!UTM  16      -   0.99997838  x   0.99991651  =   0.99989489
 FE2392
 FE2392:                Primary Azimuth Mark                     Grid Az
 FE2392:SPC TN       -  MILAN COMPRESS TANK                      008 30 21.3
 FE2392:UTM  16      -  MILAN COMPRESS TANK                      007 55 11.2
 FE2392
 FE2392|---------------------------------------------------------------------|
 FE2392| PID    Reference Object                     Distance      Geod. Az  |
 FE2392|                                                           dddmmss.s |
 FE2392| FE2383 MILAN COMPRESS TANK                 APPROX.14.0 KM 0065255.7 |
 FE2392| FE2309 MILAN ORDNANCE DEPOT C TANK         APPROX.15.0 KM 0260912.9 |
 FE2392| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX.12.9 KM 0263719.2 |
 FE2392| FE2301 MILAN ORDNANCE DEPOT HQ TANK        APPROX.11.1 KM 0591926.5 |
 FE2392| CG4555 MEDINA RM 1                          27.853 METERS 10831     |
 FE2392| CG4554 MEDINA AZ MK                                       1891609.6 |
 FE2392| CG4556 MEDINA RM 2                          26.636 METERS 22223     |
 FE2392| FE2391 MEDINA MUNICIPAL TANK               APPROX. 0.6 KM 3364917.0 |
 FE2392|---------------------------------------------------------------------|
 FE2392
 FE2392                          SUPERSEDED SURVEY CONTROL
 FE2392
 FE2392  NAD 83(1995)-  35 47 52.05340(N)    088 46 24.98711(W) AD(       ) 2
 FE2392  NAD 83(1986)-  35 47 52.06082(N)    088 46 24.98276(W) AD(       ) 2
 FE2392  NAD 27      -  35 47 51.81720(N)    088 46 24.76940(W) AD(       ) 2
 FE2392
 FE2392.Superseded values are not recommended for survey control.
 FE2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2392.See file dsdata.txt to determine how the superseded data were derived.
 FE2392
 FE2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3973462972(NAD 83)
 FE2392_MARKER: DS = TRIANGULATION STATION DISK
 FE2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2392
 FE2392  HISTORY     - Date     Condition        Report By
 FE2392  HISTORY     - 1958     MONUMENTED       CGS
 FE2392
 FE2392                          STATION DESCRIPTION
 FE2392
 FE2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2392'THE STATION IS ABOUT 0.4 MILE SOUTHEAST OF THE CENTER OF MEDINA.  IT
 FE2392'IS 25 FEET EAST THE CENTERLINE OF A FARM ROAD, 18 FEET SOUTHEAST OF
 FE2392'A WHITE WITNESS POST, 47 FEET SOUTH OF A 3 FOOT TREE, 22 FEET
 FE2392'NORTHEAST OF A TRIANGULAR BLAZED TREE AND 106 FEET WEST OF THE
 FE2392'CENTER OF A GATE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2392'MEDINA 1958.
 FE2392'
 FE2392'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MEDINA, GO SOUTHERLY
 FE2392'ON U.S. HIGHWAY 45E FOR 0.1 MILE TO CHURCH AVENUE.  TURN LEFT, EAST,
 FE2392'ON CHURCH AVENUE FOR 0.15 MILE.  TURN RIGHT, SOUTH, ON A SIDE STREET
 FE2392'FOR 0.25 MILE TO THE STATION ON THE LEFT.  CONTINUE AHEAD, SOUTH,
 FE2392'ON THE FARM ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2392'
 FE2392'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 34 FEET NORTH OF THE
 FE2392'CENTER OF A GATE AND 53 FEET SOUTHWEST OF A 3 FOOT TREE.  THE
 FE2392'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDINA NO 1 1958.
 FE2392'
 FE2392'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 28 FEET SOUTH OF A FENCE
 FE2392'CORNER AND 12 FEET WEST OF THE CENTERLINE OF A FARM ROAD.  THE
 FE2392'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDINA NO 2 1958.
 FE2392'
 FE2392'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WHITE WITNESS POST, 1 FOOT EAST
 FE2392'OF A FENCE, 24 FEET WEST OF THE CENTERLINE OF A FARM ROAD AND 17
 FE2392'FEET SOUTHEAST OF AN 8 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE
 FE2392'DISK IS STAMPED MEDINA 1958.
 FE2392'
 FE2392'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2391 ***********************************************************************
 FE2391  DESIGNATION -  MEDINA MUNICIPAL TANK
 FE2391  PID         -  FE2391
 FE2391  STATE/COUNTY-  TN/GIBSON
 FE2391  USGS QUAD   -  MEDINA (1981)
 FE2391
 FE2391                         *CURRENT SURVEY CONTROL
 FE2391  ___________________________________________________________________
 FE2391* NAD 83(1995)-  35 48 10.32304(N)    088 46 34.58667(W)     ADJUSTED  
 FE2391* NAVD 88     -                                                        
 FE2391  ___________________________________________________________________
 FE2391  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2391  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2391
 FE2391  HORZ ORDER  -  THIRD
 FE2391
 FE2391.The horizontal coordinates were established by classical geodetic methods
 FE2391.and adjusted by the National Geodetic Survey in April 1999..
 FE2391
 FE2391
 FE2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2391
 FE2391.The geoid height was determined by GEOID03.
 FE2391
 FE2391;                    North         East     Units Scale Factor Converg.
 FE2391;SPC TN       -   166,602.146   349,105.954   MT  0.99994855   -1 37 31.2
 FE2391;SPC TN       -   546,593.87  1,145,358.45   sFT  0.99994855   -1 37 31.2
 FE2391;UTM  16      - 3,963,539.599   339,502.976   MT  0.99991742   -1 02 21.6
 FE2391
 FE2391                          SUPERSEDED SURVEY CONTROL
 FE2391
 FE2391  NAD 83(1995)-  35 48 10.32693(N)    088 46 34.59143(W) AD(       ) 4
 FE2391  NAD 83(1986)-  35 48 10.33437(N)    088 46 34.58713(W) AD(       ) 4
 FE2391  NAD 27      -  35 48 10.09000(N)    088 46 34.37300(W) AD(       ) 3
 FE2391
 FE2391.Superseded values are not recommended for survey control.
 FE2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2391.See file dsdata.txt to determine how the superseded data were derived.
 FE2391
 FE2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3950363540(NAD 83)
 FE2391_MARKER: 53 = ELEVATED TANK
 FE2391
 FE2391  HISTORY     - Date     Condition        Report By
 FE2391  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2391
 FE2391                          STATION DESCRIPTION
 FE2391
 FE2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2391'THE STATION IS THE CENTER OF THE BALL AT THE TOP OF THE TANK.  THE
 FE2391'TANK IS A 4 LEGGED STEEL STRUCTURE, PAINTED BLACK.  IT HAS AN
 FE2391'OVERALL HEIGHT OF 92 FEET.
 FE2391'
 FE2391'IT IS LOCATED IN THE CENTER OF MEDINA, AT THE REAR OF THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2289 ***********************************************************************
 FE2289  DESIGNATION -  MEDON
 FE2289  PID         -  FE2289
 FE2289  STATE/COUNTY-  TN/MADISON
 FE2289  USGS QUAD   -  TEAGUE (1981)
 FE2289
 FE2289                         *CURRENT SURVEY CONTROL
 FE2289  ___________________________________________________________________
 FE2289* NAD 83(1995)-  35 28 07.62103(N)    088 54 05.64135(W)     ADJUSTED  
 FE2289* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 FE2289  ___________________________________________________________________
 FE2289  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FE2289  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2289
 FE2289  HORZ ORDER  -  THIRD
 FE2289
 FE2289.The horizontal coordinates were established by classical geodetic methods
 FE2289.and adjusted by the National Geodetic Survey in April 1999..
 FE2289
 FE2289.The orthometric height was scaled from a topographic map.
 FE2289
 FE2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2289
 FE2289.The geoid height was determined by GEOID03.
 FE2289
 FE2289;                    North         East     Units Scale Factor Converg.
 FE2289;SPC TN       -   129,881.157   336,687.622   MT  0.99996860   -1 41 55.3
 FE2289;SPC TN       -   426,118.43  1,104,615.97   sFT  0.99996860   -1 41 55.3
 FE2289;UTM  16      - 3,926,693.109   327,463.858   MT  0.99996686   -1 06 13.2
 FE2289
 FE2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2289!SPC TN       -   0.99997412  x   0.99996860  =   0.99994272
 FE2289!UTM  16      -   0.99997412  x   0.99996686  =   0.99994098
 FE2289
 FE2289:                Primary Azimuth Mark                     Grid Az
 FE2289:SPC TN       -  LACKEY                                   033 33 43.4
 FE2289:UTM  16      -  LACKEY                                   032 58 01.3
 FE2289
 FE2289|---------------------------------------------------------------------|
 FE2289| PID    Reference Object                     Distance      Geod. Az  |
 FE2289|                                                           dddmmss.s |
 FE2289| FE2368 LACKEY                              APPROX. 5.8 KM 0315148.1 |
 FE2289| CG4559 MEDON RM 1                           25.989 METERS 03400     |
 FE2289| FE2290 TT 14                                18.422 METERS 11147     |
 FE2289| CG4557 MEDON AZ MK                                        1214300.3 |
 FE2289| FE2287 BRITTON LANE LOT WT 28              APPROX. 4.8 KM 2882044.2 |
 FE2289|---------------------------------------------------------------------|
 FE2289
 FE2289                          SUPERSEDED SURVEY CONTROL
 FE2289
 FE2289  NAD 83(1995)-  35 28 07.62681(N)    088 54 05.64572(W) AD(       ) 3
 FE2289  NAD 83(1986)-  35 28 07.63276(N)    088 54 05.64216(W) AD(       ) 3
 FE2289  NAD 27      -  35 28 07.35220(N)    088 54 05.42910(W) AD(       ) 3
 FE2289
 FE2289.Superseded values are not recommended for survey control.
 FE2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2289.See file dsdata.txt to determine how the superseded data were derived.
 FE2289
 FE2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2746426693(NAD 83)
 FE2289_MARKER: DS = TRIANGULATION STATION DISK
 FE2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2289
 FE2289  HISTORY     - Date     Condition        Report By
 FE2289  HISTORY     - 1958     MONUMENTED       CGS
 FE2289
 FE2289                          STATION DESCRIPTION
 FE2289
 FE2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2289'THE STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF JACKSON AND
 FE2289'ABOUT 2 MILES WEST-NORTHWEST OF MEDON. IT IS 8 FEET NORTH OF A
 FE2289'WHITE WITNESS POST, 49 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2289'39 FEET SOUTHEAST OF A 3 FOOT OAK TREE, 58 FEET SOUTH OF THE
 FE2289'CENTERLINE OF A DIRT ROAD AND 135 FEET NORTHWEST OF THE CENTER OF THE
 FE2289'INTERSECTION. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDON
 FE2289'1958.
 FE2289'
 FE2289'TO REACH THE STATION FROM THE MEDON BAPTIST CHURCH IN MEDON, GO NORTH
 FE2289'STATE HIGHWAY 18 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FE2289'0.3 MILE TO A Y-INTERSECTION. BEAR RIGHT AND GO 1.75 MILES TO THE
 FE2289'AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR 0.15 MILE TO A
 FE2289'Y-INTERSECTION AND THE STATION IN THE FORK.
 FE2289'
 FE2289'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 31 FEET NORTH OF THE
 FE2289'CENTERLINE OF A DIRT ROAD AND 1 FOOT EAST OF A 4 FOOT OAK TREE. THE
 FE2289'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDON NO 1 1958.
 FE2289'
 FE2289'TT 14 1947 WAS USED AS A REFERENCE MARK. IT IS 14 FEET WEST OF THE
 FE2289'CENTERLINE OF A DIRT ROAD, 21 FEET SOUTHEAST OF A 2 FOOT OAK TREE
 FE2289'AND 46 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD. IT IS A
 FE2289'TENNESSEE VALLEY AUTHORITY MARK SET IN THE TOP OF A PRECAST
 FE2289'CONCRETE POST PROJECTING 1 FOOT AND STAMPED TT 14 TVA 1947.
 FE2289'
 FE2289'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2289'1 FOOT SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A
 FE2289'POWERLINE POLE AND 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2289'METAL SHED. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDON
 FE2289'1958.
 FE2289'
 FE2289'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1678 ***********************************************************************
 FC1678  DESIGNATION -  MELTON
 FC1678  PID         -  FC1678
 FC1678  STATE/COUNTY-  TN/ROANE
 FC1678  USGS QUAD   -  BETHEL VALLEY (1989)
 FC1678
 FC1678                         *CURRENT SURVEY CONTROL
 FC1678  ___________________________________________________________________
 FC1678* NAD 83(1995)-  35 54 34.48015(N)    084 18 18.64065(W)     ADJUSTED  
 FC1678* NAVD 88     -       413.0    (meters)    1355.     (feet)  VERTCON   
 FC1678  ___________________________________________________________________
 FC1678  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FC1678  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC1678
 FC1678  HORZ ORDER  -  FIRST
 FC1678
 FC1678.The horizontal coordinates were established by classical geodetic methods
 FC1678.and adjusted by the National Geodetic Survey in April 1999..
 FC1678
 FC1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1678
 FC1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1678
 FC1678.The geoid height was determined by GEOID03.
 FC1678
 FC1678;                    North         East     Units Scale Factor Converg.
 FC1678;SPC TN       -   176,207.419   752,970.252   MT  0.99994927   +0 59 32.0
 FC1678;SPC TN       -   578,107.17  2,470,369.90   sFT  0.99994927   +0 59 32.0
 FC1678;UTM  16      - 3,977,274.996   743,183.076   MT  1.00032877   +1 34 52.7
 FC1678
 FC1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1678!SPC TN       -   0.99993998  x   0.99994927  =   0.99988926
 FC1678!UTM  16      -   0.99993998  x   1.00032877  =   1.00026873
 FC1678
 FC1678:                Primary Azimuth Mark                     Grid Az
 FC1678:SPC TN       -  WEST                                     083 59 27.1
 FC1678:UTM  16      -  WEST                                     083 24 06.4
 FC1678
 FC1678|---------------------------------------------------------------------|
 FC1678| PID    Reference Object                     Distance      Geod. Az  |
 FC1678|                                                           dddmmss.s |
 FC1678| FC0240 WEST                                APPROX.23.6 KM 0845859.1 |
 FC1678| CZ4920 MELTON AZ MK                                       1412255.5 |
 FC1678| CZ4922 MELTON RM 2                          22.037 METERS 23108     |
 FC1678| CZ4921 MELTON RM 1                          16.517 METERS 30211     |
 FC1678|---------------------------------------------------------------------|
 FC1678
 FC1678                          SUPERSEDED SURVEY CONTROL
 FC1678
 FC1678  NAD 83(1995)-  35 54 34.48803(N)    084 18 18.64003(W) AD(       ) 1
 FC1678  NAD 83(1986)-  35 54 34.49374(N)    084 18 18.63809(W) AD(       ) 1
 FC1678  NAD 27      -  35 54 34.21300(N)    084 18 18.91600(W) AD(       ) 1
 FC1678  NGVD 29 (07/19/86)  413.1    (m)         1355.     (f) VERT ANG       
 FC1678
 FC1678.Superseded values are not recommended for survey control.
 FC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1678.See file dsdata.txt to determine how the superseded data were derived.
 FC1678
 FC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4318377275(NAD 83)
 FC1678_MARKER: DS = TRIANGULATION STATION DISK
 FC1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1678_SP_SET: CONCRETE POST
 FC1678_MARK LOGO: CGS   
 FC1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1678+STABILITY: SURFACE MOTION
 FC1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1678+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 FC1678
 FC1678  HISTORY     - Date     Condition        Report By
 FC1678  HISTORY     - 1884     MONUMENTED       CGS
 FC1678  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1678  HISTORY     - 1960     GOOD             CGS
 FC1678  HISTORY     - 1965     GOOD             CGS
 FC1678  HISTORY     - 19930513 GOOD             NOS
 FC1678
 FC1678                          STATION DESCRIPTION
 FC1678
 FC1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1678'ABOUT 8-1/2 MILES NORTH-NORTHWEST OF LENOIR CITY, ON HIGHEST POINT OF
 FC1678'MELTON HILL, ABOUT 200 YARDS WEST OF WEST EDGE OF CULTIVATED FIELD,
 FC1678'IN THICKET OF SMALL TREES, 18 FEET NORTHWEST OF DOUBLE BEECH TREE. TO
 FC1678'REACH FROM WHEAT, FOLLOW MAIN-TRAVELED ROAD NORTH FROM C.N.
 FC1678'MCKINNEYS STORE 1.25 MILES, TURN EAST ONTO GOOD STONE ROAD AND GO
 FC1678'5.6 MILES, TURN NORTH AROUND BARN (0.2 MILE BEFORE REACHING
 FC1678'BOUGLES FERRY), CONTINUE 1.45 MILES AND TURN WEST ONTO DIM FARM ROAD
 FC1678'(75 YARDS BEFORE REACHING HOME OF BOB FRITZ), CONTINUE GENERALLY
 FC1678'WEST ON THIS DIM ROAD THROUGH WOODS 0.5 MILE TO CULTIVATED FIELD AND
 FC1678'SKIRT NORTH EDGE OF FIELD THROUGH THICKET ABOUT 1,500 FEET TO SUMMIT
 FC1678'OF HILL AND STATION SITE. SURFACE MARK IS DRILL HOLE AT INTERSECTION
 FC1678'OF NORTH-SOUTH AND EAST-WEST GROOVES WITH LETTERS U.S.C.S. CUT IN TOP
 FC1678'OF HEAVY LIMESTONE POST 3-1/2 FEET LONG BY 1 FOOT THICK BY 1-1/2
 FC1678'FEET WIDE AND PROJECTING 4 INCHES ABOVE GROUND. UNDERGROUND MARK IS
 FC1678'CENTER OF MOUTH OF GLASS PICKLE JAR. IN 1934 STANDARD STATION DISK
 FC1678'WAS CEMENTED IN DRILL HOLE IN ORIGINAL SURFACE MARK, TWO STANDARD
 FC1678'REFERENCE DISKS WERE SET IN CONCRETE, AND AN AZIMUTH MARK
 FC1678'WAS ESTABLISHED. REFERENCE MARK NO. 1 IS SLIGHTLY DOWN GRADE AND
 FC1678'54.23 FEET (SLOPE DISTANCE) FROM STATION.
 FC1678'NO. 2 IS ALONG LEVEL SLOPE OF TOP AND 72.34 FEET FROM STATION
 FC1678'AZIMUTH MARK IS IN NORTHEAST CORNER OF
 FC1678'CULTIVATED FIELD, AT BEND IN FARM ROAD ALONG NORTH EDGE OF FIELD,
 FC1678'ABOUT 1/4 MILE FROM STATION S 38 DEG 37 MIN E.
 FC1678
 FC1678                          STATION RECOVERY (1960)
 FC1678
 FC1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1678'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1678'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR
 FC1678'DUE TO BEING LOCATED IN A POSTED RADIOACTIVE AREA. THE PROPERTY IS
 FC1678'NOW OWNED BY THE ATOMIC ENERGY COMMISSION. A NEW DESCRIPTION
 FC1678'FOLLOWS.
 FC1678'
 FC1678'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF LENOIR CITY AND ON
 FC1678'THE HIGHEST PART OF MELTON HILL.
 FC1678'
 FC1678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1678'HIGHWAY 95 IN EATON CROSSROADS, GO NORTH ON STATE HIGHWAY 95 FOR
 FC1678'4.2 MILES TO A PONTOON BRIDGE, CONTINUE STRAIGHT AHEAD, NORTH, FOR
 FC1678'2.5 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, EASTERLY, FOR 2.1
 FC1678'MILES TO A CHURCH ON THE LEFT AND A SIDE ROAD ON THE RIGHT, TURN
 FC1678'RIGHT, SOUTHERLY, FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK,
 FC1678'SOUTHERLY, FOR 0.75 TO WHERE THE OILED ROAD TURNS SHARP RIGHT AND A
 FC1678'GRAVELED ROAD GOES STRAIGHT AHEAD, TAKE THE GRAVELED ROAD,
 FC1678'SOUTHERLY, FOR 0.7 MILE TO A FORK, TURN RIGHT, WESTERLY, FOR 0.9 MILE
 FC1678'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY, FOR 1.8 MILES TO
 FC1678'THE END OF THE ROAD AND THE STATION.
 FC1678'
 FC1678'STATION MARK IS 25 FEET WEST OF A POWERLINE POLE AND 1 FOOT NORTH OF
 FC1678'A WITNESS SIGN. THE MARK IS A STANDARD DISK CEMENTED IN A
 FC1678'DRILL HOLE IN A STONE POST, PROJECTS 2 INCHES, AND IS STAMPED MELTON
 FC1678'1934. THE UNDERGROUND STATION MARK IS SAID TO BE THE CENTER OF A
 FC1678'GLASS PICKLE JAR.
 FC1678'
 FC1678'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION. THE MARK
 FC1678'IS A STANDARD DISK CEMENTED IN A CONCRETE POST, PROJECTS 6 INCHES,
 FC1678'AND IS STAMPED MELTON NO 1 1934.
 FC1678'
 FC1678'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION. THE MARK
 FC1678'IS A STANDARD DISK CEMENTED IN A CONCRETE POST, PROJECTS 6 INCHES,
 FC1678'AND IS STAMPED MELTON NO 2 1934.
 FC1678'
 FC1678'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 FC1678'
 FC1678'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 FC1678
 FC1678                          STATION RECOVERY (1965)
 FC1678
 FC1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1678'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 FC1678'CONDITION.  THE DESCRIPTION AS GIVEN IN THE 1960 RECOVERY NOTE IS
 FC1678'COMPLETELY ADEQUATE.
 FC1678
 FC1678                          STATION RECOVERY (1993)
 FC1678
 FC1678'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2885 ***********************************************************************
 FE2885  SACS        -  This is a Secondary Airport Control Station.
 FE2885  DESIGNATION -  MEM AP 1963 STA A2
 FE2885  PID         -  FE2885
 FE2885  STATE/COUNTY-  TN/SHELBY
 FE2885  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2885
 FE2885                         *CURRENT SURVEY CONTROL
 FE2885  ___________________________________________________________________
 FE2885* NAD 83(1995)-  35 03 29.49673(N)    089 57 21.10622(W)     ADJUSTED  
 FE2885* NAVD 88     -        87.97   (+/-2cm)     288.6    (feet)  VERTCON   
 FE2885  ___________________________________________________________________
 FE2885  X           -       4,026.384 (meters)                     COMP
 FE2885  Y           -  -5,226,769.127 (meters)                     COMP
 FE2885  Z           -   3,643,188.299 (meters)                     COMP
 FE2885  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2885  ELLIP HEIGHT-          60.55  (meters)          (09/21/01) GPS OBS
 FE2885  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2885
 FE2885  HORZ ORDER  -  FIRST
 FE2885  VERT ORDER  -  THIRD ? (See Below)
 FE2885  ELLP ORDER  -  FOURTH    CLASS II
 FE2885
 FE2885.This mark is at Memphis Intl Airport (MEM)
 FE2885
 FE2885.The horizontal coordinates were established by GPS observations
 FE2885.and adjusted by the National Geodetic Survey in February 1999..
 FE2885
 FE2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2885
 FE2885.GPS derived orthometric heights for airport stations designated as
 FE2885.PACS or SACS are published to 2 decimal places.  This maintains
 FE2885.centimeter relative accuracy between the PACS and SACS.  It does
 FE2885.not indicate centimeter accuracy relative to other marks which are
 FE2885.part of the NAVD 88 network.
 FE2885.The vertical order pertains to the NGVD 29 superseded value.
 FE2885
 FE2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2885
 FE2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2885
 FE2885.The ellipsoidal height was determined by GPS observations
 FE2885.and is referenced to NAD 83.
 FE2885
 FE2885.The geoid height was determined by GEOID03.
 FE2885
 FE2885;                    North         East     Units Scale Factor Converg.
 FE2885;SPC TN       -    87,716.988   239,216.424   MT  1.00003938   -2 18 57.3
 FE2885;SPC TN       -   287,784.82    784,829.22   sFT  1.00003938   -2 18 57.3
 FE2885;SPC MS W     -   616,394.014   734,432.541   MT  0.99996461   +0 13 00.6
 FE2885;SPC MS W     - 2,022,286.03  2,409,550.76   sFT  0.99996461   +0 13 00.6
 FE2885;UTM  16      - 3,883,492.883   230,422.727   MT  1.00049574   -1 41 56.0
 FE2885;UTM  15      - 3,883,735.316   777,630.526   MT  1.00055007   +1 44 58.9
 FE2885
 FE2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2885!SPC TN       -   0.99999050  x   1.00003938  =   1.00002988
 FE2885!SPC MS W     -   0.99999050  x   0.99996461  =   0.99995511
 FE2885!UTM  16      -   0.99999050  x   1.00049574  =   1.00048623
 FE2885!UTM  15      -   0.99999050  x   1.00055007  =   1.00054056
 FE2885
 FE2885                          SUPERSEDED SURVEY CONTROL
 FE2885
 FE2885  ELLIP H (02/18/99)   60.57   (m)                       GP(       ) 4 2
 FE2885  NAD 83(1995)-  35 03 29.49580(N)    089 57 21.10440(W) AD(       ) B
 FE2885  ELLIP H (07/15/94)   60.60   (m)                       GP(       ) 4 2
 FE2885  NGVD 29 (07/15/94)   87.94   (m)          288.5    (f) LEVELING    3  
 FE2885
 FE2885.Superseded values are not recommended for survey control.
 FE2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2885.See file dsdata.txt to determine how the superseded data were derived.
 FE2885
 FE2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3042383493(NAD 83)
 FE2885_MARKER: DT = TOPOGRAPHIC STATION DISK
 FE2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2885_SP_SET: CONCRETE POST
 FE2885_STAMPING: AP 1963 STA A2
 FE2885_MARK LOGO: CGS   
 FE2885_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2885+STABILITY: SURFACE MOTION
 FE2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2885+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1993
 FE2885
 FE2885  HISTORY     - Date     Condition        Report By
 FE2885  HISTORY     - 1963     MONUMENTED       CGS
 FE2885  HISTORY     - 19911231 GOOD             NGS
 FE2885  HISTORY     - 19930428 GOOD
 FE2885
 FE2885                          STATION DESCRIPTION
 FE2885
 FE2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FE2885'STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS SOUTH
 FE2885'OF INTERSTATE 240, ABOUT 6.0 MI (9.7 KM) SE OF THE JUNCTION OF
 FE2885'INTERSTATES 55 AND 240 AND 4.0 MI (6.4 KM) S OF THE JUNCTION OF
 FE2885'INTERSTATE 240 AND US HIGHWAY 78.  STATION IS LOCATED IN THE NW
 FE2885'SECTION OF THE AIRPORT NORTH OF THE WEST END OF AN EAST-WEST RUNWAY.
 FE2885'TO REACH FROM THE TERMINAL RAMP PROCEED TO THE NORTHWEST CORNER OF THE
 FE2885'RAMP THEN NORTH ON A NORTH-SOUTH TAXIWAY ACROSS RUNWAY 9/27 TO AN
 FE2885'EAST-WEST TAXIWAY.  TURN RIGHT ONTO TAXIWAY PROCEED EAST TO ITS EAST
 FE2885'END AND STATION EAST OF THE SHOULDER OF THE TAXIWAY AND NORTH OF THE
 FE2885'RUNWAY END.
 FE2885'IT IS 43.1 FT (13.1 M) SE OF THE THIRD TAXIWAY LIGHT (SHOWS BLUE)
 FE2885'NORTH OF THE RUNWAY, 40.4 FT (12.3 M) NW OF THE NORTHERNMOST
 FE2885'THRESHOLD LIGHT (SHOWS GREEN AND RED) AND 7.5 FT (2.3 M) E OF THE
 FE2885'EAST EDGE OF THE ASPHALT SHOULDER OF THE TAXIWAY.
 FE2885'ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR ROBERT A. BEESLEY,
 FE2885'MANAGER OF ENGINEERING, AT ADDRESS P.O. BOX 30168, MEMPHIS, TN
 FE2885'38130-0168 OR PHONE 901-922-8032.
 FE2885
 FE2885                          STATION RECOVERY (1991)
 FE2885
 FE2885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 FE2885'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 FE2885'GRASS AREA NORTH OF RUNWAY END 27.  THE STATION IS LOCATED 40.4 FT
 FE2885'(12.3 M) NORTHWEST OF THE NORTHERNMOST THRESHOLD LIGHT ON THE NORTH
 FE2885'SIDE OF RUNWAY END 27, 43.1 FT (13.1 M) SOUTHEAST OF THE THIRD TAXIWAY
 FE2885'LIGHT NORTH OF THE RUNWAY END, AND 7.5 FT (2.3 M) EAST OF THE EAST
 FE2885'EDGE OF THE ASPHALT SHOULDER FOR TAXIWAY V.  THE STATION IS A STANDARD
 FE2885'TOPOGRAPHIC DISK, STAMPED AP 1963 STA A2, SET IN THE TOP OF A CONCRETE
 FE2885'MONUMENT FLUSH WITH THE GROUND.
 FE2885
 FE2885                          STATION RECOVERY (1993)
 FE2885
 FE2885'RECOVERED 1993
 FE2885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB9812 ***********************************************************************
 AB9812  SACS        -  This is a Secondary Airport Control Station.
 AB9812  DESIGNATION -  MEM C
 AB9812  PID         -  AB9812
 AB9812  STATE/COUNTY-  TN/SHELBY
 AB9812  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AB9812
 AB9812                         *CURRENT SURVEY CONTROL
 AB9812  ___________________________________________________________________
 AB9812* NAD 83(1995)-  35 01 25.67760(N)    089 59 07.41175(W)     ADJUSTED  
 AB9812* NAVD 88     -        97.12   (meters)     318.6    (feet)  GPS OBS   
 AB9812  ___________________________________________________________________
 AB9812  X           -       1,333.152 (meters)                     COMP
 AB9812  Y           -  -5,228,968.917 (meters)                     COMP
 AB9812  Z           -   3,640,069.446 (meters)                     COMP
 AB9812  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AB9812  ELLIP HEIGHT-          69.75  (meters)          (05/18/00) GPS OBS
 AB9812  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AB9812
 AB9812  HORZ ORDER  -  FIRST
 AB9812  ELLP ORDER  -  FOURTH    CLASS II
 AB9812
 AB9812.This mark is at Memphis Intl Airport (MEM)
 AB9812
 AB9812.The horizontal coordinates were established by GPS observations
 AB9812.and adjusted by the National Geodetic Survey in May 2000..
 AB9812
 AB9812.The orthometric height was determined by GPS observations and a
 AB9812.high-resolution geoid model.
 AB9812
 AB9812.GPS derived orthometric heights for airport stations designated as
 AB9812.PACS or SACS are published to 2 decimal places.  This maintains
 AB9812.centimeter relative accuracy between the PACS and SACS.  It does
 AB9812.not indicate centimeter accuracy relative to other marks which are
 AB9812.part of the NAVD 88 network.
 AB9812
 AB9812.Photographs are available for this station.
 AB9812
 AB9812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9812
 AB9812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9812
 AB9812.The ellipsoidal height was determined by GPS observations
 AB9812.and is referenced to NAD 83.
 AB9812
 AB9812.The geoid height was determined by GEOID03.
 AB9812
 AB9812;                    North         East     Units Scale Factor Converg.
 AB9812;SPC TN       -    84,013.511   236,369.419   MT  1.00004762   -2 19 59.5
 AB9812;SPC TN       -   275,634.33    775,488.67   sFT  1.00004762   -2 19 59.5
 AB9812;UTM  16      - 3,879,757.195   227,614.530   MT  1.00051451   -1 42 51.9
 AB9812;UTM  15      - 3,879,837.397   775,051.934   MT  1.00053250   +1 43 52.4
 AB9812
 AB9812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9812!SPC TN       -   0.99998905  x   1.00004762  =   1.00003667
 AB9812!UTM  16      -   0.99998905  x   1.00051451  =   1.00050356
 AB9812!UTM  15      -   0.99998905  x   1.00053250  =   1.00052155
 AB9812
 AB9812                          SUPERSEDED SURVEY CONTROL
 AB9812
 AB9812.No superseded survey control is available for this station.
 AB9812
 AB9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2761579757(NAD 83)
 AB9812_MARKER: DD = SURVEY DISK
 AB9812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9812_STAMPING: MEM C 1991
 AB9812_MARK LOGO: NOS   
 AB9812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9812+STABILITY: SURFACE MOTION
 AB9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9812+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 AB9812
 AB9812  HISTORY     - Date     Condition        Report By
 AB9812  HISTORY     - 1991     MONUMENTED       NOS
 AB9812  HISTORY     - 20000421 GOOD             NGS
 AB9812
 AB9812                          STATION DESCRIPTION
 AB9812
 AB9812'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (DRM)
 AB9812'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 AB9812'GRASS AREA EAST OF RUNWAY END 36L.  THE STATION IS LOCATED ABOUT ON
 AB9812'LINE WITH THE EAST EDGE OF TAXIWAY AA, 57.1 FT (17.4 M) SOUTHEAST OF
 AB9812'THE FIRST TAXIWAY LIGHT WEST OF THE EAST EDGE OF TAXIWAY AA, 29.1 FT
 AB9812'(8.9 M) SOUTH OF THE FIRST TAXIWAY LIGHT EAST OF THE EAST EDGE OF
 AB9812'TAXIWAY AA, 48.4 FT (14.8 M) SOUTHWEST OF THE SECOND TAXIWAY LIGHT
 AB9812'EAST OF THE EAST EDGE OF TAXIWAY AA, AND 4.4 FT (1.3 M) SOUTH OF THE
 AB9812'SOUTH EDGE OF THE ASPHALT SHOULDER FOR THE RUNUP RAMP FOR RUNWAY END
 AB9812'36L.  THE STATION IS A STANDARD NOS DISK, STAMPED MEM C 1991, SET IN
 AB9812'THE TOP OF A 12 INCH CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 AB9812'GROUND.
 AB9812
 AB9812                          STATION RECOVERY (2000)
 AB9812
 AB9812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB9812'THE STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS
 AB9812'SOUTH OF INTERSTATE 240, ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF THE
 AB9812'JUNCTION OF INTERSTATES 55 AND 240 AND 6.4 KM (3.95 MI) SOUTH OF THE
 AB9812'JUNCTION OF INTERSTATE 240 AND US HIGHWAY 78.  THE STATION IS LOCATED
 AB9812'IN THE SOUTHWEST SECTION OF THE AIRPORT SOUTH OF A NORTH-SOUTH
 AB9812'TAXIWAY.  OWNERSHIP--MEMPHIS SHELBY COUNTY AIRPORT AUTHORITY, DIRECTOR
 AB9812'OF DEVELOPMENT ROBERT A BEESLEY, P.O.  BOX 30168, MEMPHIS, TN
 AB9812'38130-0168.  PHONE- 901-922-8032.  TO REACH FROM THE TERMINAL BUILDING
 AB9812'PROCEED TO THE NORTHWEST CORNER OF THE TERMINAL RAMP THEN VIA A
 AB9812'NORTH-SOUTH TAXIWAY, GO SOUTH ON TAXIWAY (N) FOR 0.98 KM (0.60 MI) TO
 AB9812'A CROSS TAXI (P) .  TURN RIGHT AND GO WEST ON TAXIWAY (P) FOR 0.08 KM
 AB9812'(0.05 MI) TO A NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY
 AB9812'FOR 0.94 KM (0.60 MI) TO THE STATION JUST SOUTH OF THE END OF THE
 AB9812'CONCRETE TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED MEM C
 AB9812'1991 ABOUT ON LINE WITH THE EAST EDGE OF TAXIWAY, 17.4 M (57.1 FT)
 AB9812'SOUTHEAST OF THE FIRST TAXIWAY LIGHT WEST OF THE EAST EDGE OF TAXIWAY
 AB9812', 14.75 M (48.39 FT) SOUTHWEST OF THE SECOND TAXIWAY LIGHT EAST OF THE
 AB9812'EAST EDGE OF TAXIWAY , 8.9 M (29.2 FT) SOUTH OF THE FIRST TAXIWAY
 AB9812'LIGHT EAST OF THE EAST EDGE OF TAXIWAY , 1.3 M (4.3 FT) SOUTH OF THE
 AB9812'SOUTH EDGE OF THE ASPHALT SHOULDER FOR THE RUN UP RAMP FOR RUNWAY END
 AB9812'36L.  NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AB9812'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2886 ***********************************************************************
 FE2886  SACS        -  This is a Secondary Airport Control Station.
 FE2886  DESIGNATION -  MEM D
 FE2886  PID         -  FE2886
 FE2886  STATE/COUNTY-  TN/SHELBY
 FE2886  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2886
 FE2886                         *CURRENT SURVEY CONTROL
 FE2886  ___________________________________________________________________
 FE2886* NAD 83(1995)-  35 01 50.53247(N)    089 58 36.30737(W)     ADJUSTED  
 FE2886* NAVD 88     -       100.67   (+/-2cm)     330.3    (feet)  VERTCON   
 FE2886  ___________________________________________________________________
 FE2886  X           -       2,121.494 (meters)                     COMP
 FE2886  Y           -  -5,228,531.895 (meters)                     COMP
 FE2886  Z           -   3,640,698.690 (meters)                     COMP
 FE2886  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2886  ELLIP HEIGHT-          73.26  (meters)          (09/21/01) GPS OBS
 FE2886  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2886
 FE2886  HORZ ORDER  -  FIRST
 FE2886  VERT ORDER  -  THIRD ? (See Below)
 FE2886  ELLP ORDER  -  FOURTH    CLASS II
 FE2886
 FE2886.This mark is at Memphis Intl Airport (MEM)
 FE2886
 FE2886.The horizontal coordinates were established by GPS observations
 FE2886.and adjusted by the National Geodetic Survey in February 1999..
 FE2886
 FE2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2886
 FE2886.GPS derived orthometric heights for airport stations designated as
 FE2886.PACS or SACS are published to 2 decimal places.  This maintains
 FE2886.centimeter relative accuracy between the PACS and SACS.  It does
 FE2886.not indicate centimeter accuracy relative to other marks which are
 FE2886.part of the NAVD 88 network.
 FE2886.The vertical order pertains to the NGVD 29 superseded value.
 FE2886
 FE2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2886
 FE2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2886
 FE2886.The ellipsoidal height was determined by GPS observations
 FE2886.and is referenced to NAD 83.
 FE2886
 FE2886.The geoid height was determined by GEOID03.
 FE2886
 FE2886;                    North         East     Units Scale Factor Converg.
 FE2886;SPC TN       -    84,746.798   237,188.432   MT  1.00004593   -2 19 41.3
 FE2886;SPC TN       -   278,040.12    778,175.71   sFT  1.00004593   -2 19 41.3
 FE2886;SPC MS W     -   613,337.348   732,537.934   MT  0.99996304   +0 12 16.9
 FE2886;SPC MS W     - 2,012,257.62  2,403,334.87   sFT  0.99996304   +0 12 16.9
 FE2886;UTM  16      - 3,880,499.627   228,425.956   MT  1.00050907   -1 42 35.1
 FE2886;UTM  15      - 3,880,627.277   775,817.285   MT  1.00053770   +1 44 11.3
 FE2886
 FE2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2886!SPC TN       -   0.99998850  x   1.00004593  =   1.00003443
 FE2886!SPC MS W     -   0.99998850  x   0.99996304  =   0.99995154
 FE2886!UTM  16      -   0.99998850  x   1.00050907  =   1.00049756
 FE2886!UTM  15      -   0.99998850  x   1.00053770  =   1.00052619
 FE2886
 FE2886                          SUPERSEDED SURVEY CONTROL
 FE2886
 FE2886  ELLIP H (02/18/99)   73.28   (m)                       GP(       ) 4 2
 FE2886  NAD 83(1995)-  35 01 50.53155(N)    089 58 36.30557(W) AD(       ) 1
 FE2886  ELLIP H (07/15/94)   73.31   (m)                       GP(       ) 4 2
 FE2886  NGVD 29 (07/15/94)  100.64   (m)          330.2    (f) LEVELING    3  
 FE2886
 FE2886.Superseded values are not recommended for survey control.
 FE2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2886.See file dsdata.txt to determine how the superseded data were derived.
 FE2886
 FE2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2842680500(NAD 83)
 FE2886_MARKER: DD = SURVEY DISK
 FE2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2886_SP_SET: CONCRETE POST
 FE2886_STAMPING: MEM D 1991
 FE2886_MARK LOGO: NOS   
 FE2886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2886+STABILITY: SURFACE MOTION
 FE2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2886+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1993
 FE2886
 FE2886  HISTORY     - Date     Condition        Report By
 FE2886  HISTORY     - 1991     MONUMENTED       NOS
 FE2886  HISTORY     - 19911231 GOOD             NGS
 FE2886  HISTORY     - 19930429 GOOD
 FE2886
 FE2886                          STATION DESCRIPTION
 FE2886
 FE2886'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 FE2886'STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS SOUTH
 FE2886'OF INTERSTATE 240, ABOUT 6.0 MI (9.7 KM) SE OF THE JUNCTION OF
 FE2886'INTERSTATES 55 AND 240 AND 4.0 MI (6.4 KM) S OF THE JUNCTION OF
 FE2886'INTERSTATE 240 AND US HIGHWAY 78.  STATION IS LOCATED IN THE NW
 FE2886'SECTION OF THE AIRPORT NORTH OF THE WEST END OF AN EAST-WEST RUNWAY.
 FE2886'TO REACH FROM THE TERMINAL BUILDING PROCEED TO THE SOUTHEAST CORNER OF
 FE2886'THE RAMP THEN S ON A NORTH-SOUTH TAXIWAY RUNNING PARALLEL WITH RUNWAY
 FE2886'18L/36R.  PROCEED TO THE SOUTH END OF THE TAXIWAY AND A CONCRETE
 FE2886'AIRCRAFT RUNUP PAD AND STATION SOUTH OF THE ASPHALT SHOULDER FOR THE
 FE2886'RUNUP PAD.
 FE2886'IT IS 63.5 FT (19.4 M) SW OF THE CENTER OF A SIGN INDICATING RUNWAY
 FE2886'36R, 48.5 FT (14.8 M) SE OF A TAXIWAY LIGHT (SHOWS BLUE) WEST OF THE
 FE2886'SE CORNER OF THE RUNUP PAD AND 6.0 FT (1.8 M) S OF THE S EDGE OF THE
 FE2886'ASPHALT SHOULDER OF THE RUNUP PAD.
 FE2886'ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR ROBERT A. BEESLEY,
 FE2886'MANAGER OF ENGINEERING, AT ADDRESS P.O. BOX 30168, MEMPHIS, TN
 FE2886'38130-0168 OR PHONE 901-922-8032.
 FE2886
 FE2886                          STATION RECOVERY (1991)
 FE2886
 FE2886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 FE2886'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT NEAR
 FE2886'RUNWAY END 36R IN THE GRASS AREA JUST SOUTH OF THE RUNUP RAMP FOR END
 FE2886'36R.  THE STATION IS LOCATED 63.5 FT (19.4 M) SW OF THE CENTER OF A
 FE2886'36R SIGN WHICH IS SW OF THE RUNWAY END, 40.8 FT (12.4 M) SOUTH OF THE
 FE2886'SOUTHEASTERLY CORNER OF THE RUNUP RAMP, 48.5 FT (14.8 M) SE OF A
 FE2886'TAXIWAY LIGHT WEST OF THE AFOREMENTIONED CORNER, AND 6 FT (1.8 M)
 FE2886'SOUTH OF THE SOUTH EDGE OF THE ASPHALT SHOULDER FOR THE RUNUP RAMP.
 FE2886'THE STATION IS A STANDARD NOS DISK, STAMPED MEM D 1991, SET IN THE TOP
 FE2886'OF A 12 INCH ROUND CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 FE2886
 FE2886                          STATION RECOVERY (1993)
 FE2886
 FE2886'RECOVERED 1993
 FE2886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2887 ***********************************************************************
 FE2887  PACS        -  This is a Primary Airport Control Station.
 FE2887  DESIGNATION -  MEM F
 FE2887  PID         -  FE2887
 FE2887  STATE/COUNTY-  TN/SHELBY
 FE2887  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2887
 FE2887                         *CURRENT SURVEY CONTROL
 FE2887  ___________________________________________________________________
 FE2887* NAD 83(1995)-  35 03 33.67611(N)    089 59 08.93410(W)     ADJUSTED  
 FE2887* NAVD 88     -        75.78   (meters)     248.6    (feet)  GPS OBS   
 FE2887  ___________________________________________________________________
 FE2887  X           -       1,293.994 (meters)                     COMP
 FE2887  Y           -  -5,226,686.589 (meters)                     COMP
 FE2887  Z           -   3,643,286.749 (meters)                     COMP
 FE2887  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2887  ELLIP HEIGHT-          48.40  (meters)          (09/21/01) GPS OBS
 FE2887  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2887
 FE2887  HORZ ORDER  -  B
 FE2887  ELLP ORDER  -  FOURTH    CLASS II
 FE2887
 FE2887.This mark is at Memphis Intl Airport (MEM)
 FE2887
 FE2887.The horizontal coordinates were established by GPS observations
 FE2887.and adjusted by the National Geodetic Survey in February 1999..
 FE2887
 FE2887.The orthometric height was determined by GPS observations and a
 FE2887.high-resolution geoid model.
 FE2887
 FE2887.GPS derived orthometric heights for airport stations designated as
 FE2887.PACS or SACS are published to 2 decimal places.  This maintains
 FE2887.centimeter relative accuracy between the PACS and SACS.  It does
 FE2887.not indicate centimeter accuracy relative to other marks which are
 FE2887.part of the NAVD 88 network.
 FE2887
 FE2887.Photographs are available for this station.
 FE2887
 FE2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2887
 FE2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2887
 FE2887.The ellipsoidal height was determined by GPS observations
 FE2887.and is referenced to NAD 83.
 FE2887
 FE2887.The geoid height was determined by GEOID03.
 FE2887
 FE2887;                    North         East     Units Scale Factor Converg.
 FE2887;SPC TN       -    87,956.517   236,491.466   MT  1.00003911   -2 20 00.4
 FE2887;SPC TN       -   288,570.67    775,889.08   sFT  1.00003911   -2 20 00.4
 FE2887;SPC MS W     -   616,512.876   731,699.866   MT  0.99996238   +0 11 58.6
 FE2887;SPC MS W     - 2,022,675.99  2,400,585.31   sFT  0.99996238   +0 11 58.6
 FE2887;UTM  16      - 3,883,703.145   227,694.077   MT  1.00051397   -1 42 58.3
 FE2887;UTM  15      - 3,883,781.060   774,894.072   MT  1.00053143   +1 43 57.0
 FE2887
 FE2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2887!SPC TN       -   0.99999240  x   1.00003911  =   1.00003151
 FE2887!SPC MS W     -   0.99999240  x   0.99996238  =   0.99995478
 FE2887!UTM  16      -   0.99999240  x   1.00051397  =   1.00050637
 FE2887!UTM  15      -   0.99999240  x   1.00053143  =   1.00052383
 FE2887
 FE2887                          SUPERSEDED SURVEY CONTROL
 FE2887
 FE2887  ELLIP H (02/18/99)   48.41   (m)                       GP(       ) 4 2
 FE2887  NAD 83(1995)-  35 03 33.67518(N)    089 59 08.93229(W) AD(       ) B
 FE2887  ELLIP H (07/15/94)   48.44   (m)                       GP(       ) 4 2
 FE2887  NGVD 29 (07/15/94)   75.75   (m)          248.5    (f) LEVELING    3  
 FE2887
 FE2887.Superseded values are not recommended for survey control.
 FE2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2887.See file dsdata.txt to determine how the superseded data were derived.
 FE2887
 FE2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2769483703(NAD 83)
 FE2887_MARKER: DD = SURVEY DISK
 FE2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2887_SP_SET: CONCRETE POST
 FE2887_STAMPING: MEM F 1991
 FE2887_MARK LOGO: NOS   
 FE2887_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2887+STABILITY: SURFACE MOTION
 FE2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2887+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 FE2887
 FE2887  HISTORY     - Date     Condition        Report By
 FE2887  HISTORY     - 1991     MONUMENTED       NOS
 FE2887  HISTORY     - 19911231 GOOD             NGS
 FE2887  HISTORY     - 19930428 GOOD
 FE2887  HISTORY     - 20000421 GOOD             NGS
 FE2887
 FE2887                          STATION DESCRIPTION
 FE2887
 FE2887'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 FE2887'STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS SOUTH
 FE2887'OF INTERSTATE 240, ABOUT 6.0 MI (9.7 KM) SE OF THE JUNCTION OF
 FE2887'INTERSTATES 55 AND 240 AND 4.0 MI (6.4 KM) S OF THE JUNCTION OF
 FE2887'INTERSTATE 240 AND US HIGHWAY 78.  STATION IS LOCATED IN THE NW
 FE2887'SECTION OF THE AIRPORT NORTH OF THE WEST END OF AN EAST-WEST RUNWAY.
 FE2887'TO REACH FROM THE TERMINAL BUILDING PROCEED TO THE NORTHWEST CORNER OF
 FE2887'THE TERMINAL RAMP THEN VIA A NORTH-SOUTH TAXIWAY NORTH ACROSS RUNWAY
 FE2887'END 9 TO THE STATION ON THE LEFT, NORTH OF THE RUNWAY, WEST OF THE
 FE2887'TAXIWAY, BETWEEN THE TAXIWAY AND AN ASPHALT SERVICE ROAD. STATION IS
 FE2887'0.1 MI (0.2 KM) S OF PERIMETER GATE BR-2.
 FE2887'IT IS 154.4 FT (47.1 M) NW OF THE NORTHERNMOST THRESHOLD LIGHT (SHOWS
 FE2887'GREEN AND RED), 125.3 FT (38.2 M) W OF AND ON LINE WITH TWO SIGNS ON
 FE2887'EITHER SIDE OF A PAINTED HOLD BAR ACROSS THE TAXIWAY AND 51.2 FT
 FE2887'(15.6 M) E OF THE E SHOULDER OF AN ASPHALT SERVICE ROAD.
 FE2887'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT MR ROBERT A. BEESLEY,
 FE2887'MANAGER OF ENGINEERING, AT ADDRESS P.O. BOX 30168, MEMPHIS, TN
 FE2887'38130-0168 OR PHONE 901-922-8032.
 FE2887
 FE2887                          STATION RECOVERY (1991)
 FE2887
 FE2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 FE2887'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 FE2887'GRASS AREA NORTHWEST OF RUNWAY END 9.  THE STATION IS LOCATED 154.4 FT
 FE2887'(47.1 M) NORTHEASTERLY OF THE NORTHERNMOST THRESHOLD LIGHT AT END 9,
 FE2887'125.3 FT (38.2 M) WEST OF AND ON LINE WITH TWO 118.3 SIGNS NORTH OF
 FE2887'RUNWAY END 9 AT THE NORTH HOLD BAR, AND 19.6 FT (6.0 M) EAST OF THE
 FE2887'PROLONGATION OF THE NORTH-SOUTH FENCE LINE THAT IS NORTHWEST OF THE
 FE2887'RUNWAY END 9.  THE STATION IS A STANDARD NOS DISK, STAMPED MEM F 1991,
 FE2887'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.
 FE2887
 FE2887                          STATION RECOVERY (1993)
 FE2887
 FE2887'RECOVERED 1993
 FE2887'RECOVERED IN GOOD CONDITION.
 FE2887
 FE2887                          STATION RECOVERY (2000)
 FE2887
 FE2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 FE2887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB9819 ***********************************************************************
 AB9819  SACS        -  This is a Secondary Airport Control Station.
 AB9819  DESIGNATION -  MEM N
 AB9819  PID         -  AB9819
 AB9819  STATE/COUNTY-  TN/SHELBY
 AB9819  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AB9819
 AB9819                         *CURRENT SURVEY CONTROL
 AB9819  ___________________________________________________________________
 AB9819* NAD 83(1995)-  35 02 54.63335(N)    089 59 12.24809(W)     ADJUSTED  
 AB9819* NAVD 88     -        86.65   (meters)     284.3    (feet)  GPS OBS   
 AB9819  ___________________________________________________________________
 AB9819  X           -       1,210.181 (meters)                     COMP
 AB9819  Y           -  -5,227,386.567 (meters)                     COMP
 AB9819  Z           -   3,642,308.048 (meters)                     COMP
 AB9819  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AB9819  ELLIP HEIGHT-          59.28  (meters)          (05/18/00) GPS OBS
 AB9819  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AB9819
 AB9819  HORZ ORDER  -  FIRST
 AB9819  ELLP ORDER  -  FOURTH    CLASS II
 AB9819
 AB9819.This mark is at Memphis Intl Airport (MEM)
 AB9819
 AB9819.The horizontal coordinates were established by GPS observations
 AB9819.and adjusted by the National Geodetic Survey in May 2000..
 AB9819
 AB9819.The orthometric height was determined by GPS observations and a
 AB9819.high-resolution geoid model.
 AB9819
 AB9819.GPS derived orthometric heights for airport stations designated as
 AB9819.PACS or SACS are published to 2 decimal places.  This maintains
 AB9819.centimeter relative accuracy between the PACS and SACS.  It does
 AB9819.not indicate centimeter accuracy relative to other marks which are
 AB9819.part of the NAVD 88 network.
 AB9819
 AB9819.Photographs are available for this station.
 AB9819
 AB9819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9819
 AB9819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9819
 AB9819.The ellipsoidal height was determined by GPS observations
 AB9819.and is referenced to NAD 83.
 AB9819
 AB9819.The geoid height was determined by GEOID03.
 AB9819
 AB9819;                    North         East     Units Scale Factor Converg.
 AB9819;SPC TN       -    86,757.701   236,358.557   MT  1.00004167   -2 20 02.4
 AB9819;SPC TN       -   284,637.56    775,453.03   sFT  1.00004167   -2 20 02.4
 AB9819;UTM  16      - 3,882,502.398   227,574.038   MT  1.00051478   -1 42 58.5
 AB9819;UTM  15      - 3,882,575.247   774,846.470   MT  1.00053111   +1 43 53.4
 AB9819
 AB9819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9819!SPC TN       -   0.99999070  x   1.00004167  =   1.00003236
 AB9819!UTM  16      -   0.99999070  x   1.00051478  =   1.00050547
 AB9819!UTM  15      -   0.99999070  x   1.00053111  =   1.00052180
 AB9819
 AB9819                          SUPERSEDED SURVEY CONTROL
 AB9819
 AB9819.No superseded survey control is available for this station.
 AB9819
 AB9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2757482502(NAD 83)
 AB9819_MARKER: DD = SURVEY DISK
 AB9819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9819_STAMPING: MEM-N 1975
 AB9819_MARK LOGO: NOS   
 AB9819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9819+STABILITY: SURFACE MOTION
 AB9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9819+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 AB9819
 AB9819  HISTORY     - Date     Condition        Report By
 AB9819  HISTORY     - 1975     MONUMENTED       NGS
 AB9819  HISTORY     - 19911213 GOOD             NGS
 AB9819  HISTORY     - 20000421 GOOD             NGS
 AB9819
 AB9819                          STATION DESCRIPTION
 AB9819
 AB9819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 AB9819'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF RUNWAY END 18R,
 AB9819'301.4 FEET (91.9 M) SOUTH OF AN EAST-WEST TAXIWAY (EE), 205.3 FEET
 AB9819'(62.6 M) EAST OF RUNWAY 18R-36L, 195.0 FEET (59.4 M) WEST OF A
 AB9819'NORTH-SOUTH TAXIWAY (AA), 177.6 FEET (54.1 M) SOUTHWEST OF THE
 AB9819'SOUTHWEST CORNER OF THE IRON GRATE OF A DRAIN, 156.0 FEET (47.5 M) OF
 AB9819'THE CENTER OF ANOTHER DRAIN, 136.2 FEET (41.5 M) NORTHEAST OF THE
 AB9819'SECOND RUNWAY LIGHT SOUTH OF THE END OF THE RUNWAY, AND 125.5 FEET
 AB9819'(38.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 AB9819'SIGN EE.  THE STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC
 AB9819'STATION DISK, STAMPED MEM-N 1975, SET IN A DRILL HOLE IN AN IRREGULAR
 AB9819'MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND.
 AB9819
 AB9819                          STATION RECOVERY (2000)
 AB9819
 AB9819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB9819'THE STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS
 AB9819'SOUTH OF INTERSTATE 240, ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF THE
 AB9819'JUNCTION OF INTERSTATES 55 AND 240 AND 6.4 KM (3.95 MI) SOUTH OF THE
 AB9819'JUNCTION OF INTERSTATE 240 AND US HIGHWAY 78.  THE STATION IS LOCATED
 AB9819'IN THE NORTHWEST SECTION OF THE AIRPORT BETWEEN A TAXIWAY AND RUNWAY
 AB9819'18R/36L, NEAR THE APPROACH END FOR RUNWAY 18R.  OWNERSHIP--MEMPHIS
 AB9819'SHELBY COUNTY AIRPORT AUTHORITY, DIRECTOR OF DEVELOPMENT ROBERT A
 AB9819'BEESLEY, P.O.  BOX 30168, MEMPHIS, TN 38130-0168.  PHONE-
 AB9819'901-922-8032.  TO REACH FROM THE TERMINAL BUILDING PROCEED TO THE
 AB9819'NORTHWEST CORNER OF THE TERMINAL RAMP.  GO NORTH ON THE NORTH-SOUTH
 AB9819'TAXIWAY (N) FOR 0.08 KM (0.05 MI) TO A CONNECTOR TAXIWAY.  TURN LEFT
 AB9819'AND GO WEST ON TAXIWAY (M6) FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN
 AB9819'RIGHT AND GO NORTH ON TAXIWAY FOR 0.18 KM (0.10 MI) TO THE STATION ON
 AB9819'THE LEFT BETWEEN THE TAXIWAY AND THE RUNWAY.  THE STATION IS A
 AB9819'STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED MEM-N 1975.  IT IS 91.9
 AB9819'M (301.5 FT) SOUTH OF THE CENTER OF TAXIWAY (M7) , 62.58 M (205.31 FT)
 AB9819'EAST OF THE CENTERLINE OF RUNWAY 18R/36L, 59.44 M (195.01 FT) WEST OF
 AB9819'A TAXIWAY , 54.13 M (177.59 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AB9819'AN IRON GRATE OF A DRAIN, 47.55 M (156.00 FT) NORTHWEST OF THE CENTER
 AB9819'OF ANOTHER DRAIN, 41.51 M (136.19 FT) NORTHEAST OF THE SECOND RUNWAY
 AB9819'LIGHT SOUTH OF THE END OF THE RUNWAY. NOTE--THIS STATION IS DESIGNATED
 AB9819'A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9669 ***********************************************************************
 DE9669  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9669  DESIGNATION -  MEMPHIS
 DE9669  PID         -  DE9669
 DE9669  STATE/COUNTY-  TN/SHELBY
 DE9669  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 DE9669
 DE9669                         *CURRENT SURVEY CONTROL
 DE9669  ___________________________________________________________________
 DE9669* NAD 83(1995)-  35 07 31.23068(N)    090 04 23.75013(W)     ADJUSTED  
 DE9669* NAVD 88     -        91.43   (meters)     300.0    (feet)  GPS OBS   
 DE9669  ___________________________________________________________________
 DE9669  X           -      -6,677.980 (meters)                     COMP
 DE9669  Y           -  -5,222,486.605 (meters)                     COMP
 DE9669  Z           -   3,649,285.897 (meters)                     COMP
 DE9669  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DE9669  ELLIP HEIGHT-          64.11  (meters)          (01/24/03) GPS OBS
 DE9669  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DE9669
 DE9669  HORZ ORDER  -  FIRST
 DE9669  ELLP ORDER  -  SECOND    CLASS II
 DE9669
 DE9669.The horizontal coordinates were established by GPS observations
 DE9669.and adjusted by the National Geodetic Survey in January 2003..
 DE9669
 DE9669.The orthometric height was determined by GPS observations and a
 DE9669.high-resolution geoid model using precise GPS observation and
 DE9669.processing techniques.
 DE9669
 DE9669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9669
 DE9669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9669
 DE9669.The ellipsoidal height was determined by GPS observations
 DE9669.and is referenced to NAD 83.
 DE9669
 DE9669.The geoid height was determined by GEOID03.
 DE9669
 DE9669;                    North         East     Units Scale Factor Converg.
 DE9669;SPC TN       -    95,599.568   228,825.248   MT  1.00002434   -2 23 04.7
 DE9669;SPC TN       -   313,646.25    750,737.50   sFT  1.00002434   -2 23 04.7
 DE9669;UTM  15      - 3,890,864.385   766,701.125   MT  1.00047671   +1 41 05.8
 DE9669;UTM  16      - 3,891,267.144   219,942.154   MT  1.00056674   -1 46 09.9
 DE9669
 DE9669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9669!SPC TN       -   0.99998994  x   1.00002434  =   1.00001428
 DE9669!UTM  15      -   0.99998994  x   1.00047671  =   1.00046664
 DE9669!UTM  16      -   0.99998994  x   1.00056674  =   1.00055667
 DE9669
 DE9669                          SUPERSEDED SURVEY CONTROL
 DE9669
 DE9669.No superseded survey control is available for this station.
 DE9669
 DE9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6670190864(NAD 83)
 DE9669_MARKER: F = FLANGE-ENCASED ROD
 DE9669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9669+WITH SETTING: INFORMATION.
 DE9669_STAMPING: MEMPHIS GAGE REF 2001
 DE9669_MARK LOGO: USACE 
 DE9669_PROJECTION: RECESSED 15 CENTIMETERS
 DE9669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9669+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9669_ROD/PIPE-DEPTH:  2.1 meters
 DE9669
 DE9669  HISTORY     - Date     Condition        Report By
 DE9669  HISTORY     - 20010607 MONUMENTED       USACE
 DE9669  HISTORY     - 20011014 GOOD             3001
 DE9669
 DE9669                          STATION DESCRIPTION
 DE9669
 DE9669'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9669'THE STATION IS LOCATED IN MEMPHIS, TN, 8.55 MILES NORTHWEST OF
 DE9669'OAKVILLE, TN.  3.31 MILES
 DE9669'NORTH-NORTHWEST OF JUNCTION OF I-55 EXIT 7 AND US 61, 0.2 MILES WEST
 DE9669'OF I-55 EXIT 12B, AT
 DE9669'CRUMP PARK.
 DE9669' 
 DE9669'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE DRIVE AND
 DE9669'GEORGIA AVE, IN SW
 DE9669'MEMPHIS, PROCEED SOUTH ON RIVERSIDE AS IT BECOMES S/B I-55, 0.25 MILES
 DE9669'TO AN EXIT, RIGHT, TO
 DE9669'ST. LOUIS.  PROCEED TO EXIT 12C APPROXIMATELY 0.25 MILES.  PROCEED 0.5
 DE9669'MILES TO ALSTON AOE,
 DE9669'AT ENTRANCE TO CRUMP PARK, ON ALSTON.  PROCEED APPROXIMATELY 300 FEET
 DE9669'TO MARK ON
 DE9669'RIGHT ON THE TOP OF BRIDGE EMBANKMENT.  (ALSO REACHED BY I-55 EXIT 12C
 DE9669'S/B, TAKE RIGHT AT Y,
 DE9669'TO DAYS INN AND CRUMP PARK.)
 DE9669' 
 DE9669'THE STATION IS A MEMPHIS DISTRICT COE ALUMINUM DISK, ON AN IRON ROD
 DE9669'DRIVEN 7 FEET IN
 DE9669'GROUND.  MONUMENT IS STAMPED MEMPHIS GAGE REF 2001.  MONUMENT IS 22
 DE9669'FEET SOUTH OF END
 DE9669'OF CHAIN LINK FENCE.  12.45 FEET SOUTHEAST OF A CARSONITE WITNESS
 DE9669'POST, AND SOUTH CORNER
 DE9669'OF LARGE CONCRETE BLOCK.  128 FEET EAST OF A 24 INCH OAK TREE, CLOSEST
 DE9669'TO THE BRIDGE.
 DE9669'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2020 ***********************************************************************
 FF2020  DESIGNATION -  MEMPHIS ALLEN ELEC STA W STK
 FF2020  PID         -  FF2020
 FF2020  STATE/COUNTY-  TN/SHELBY
 FF2020  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2020
 FF2020                         *CURRENT SURVEY CONTROL
 FF2020  ___________________________________________________________________
 FF2020* NAD 83(1995)-  35 04 27.24536(N)    090 08 57.78928(W)     ADJUSTED  
 FF2020* NAVD 88     -                                                        
 FF2020  ___________________________________________________________________
 FF2020  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FF2020  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF2020
 FF2020  HORZ ORDER  -  THIRD
 FF2020
 FF2020.The horizontal coordinates were established by classical geodetic methods
 FF2020.and adjusted by the National Geodetic Survey in April 1999..
 FF2020
 FF2020
 FF2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2020
 FF2020.The geoid height was determined by GEOID03.
 FF2020
 FF2020;                    North         East     Units Scale Factor Converg.
 FF2020;SPC TN       -    90,225.954   221,652.449   MT  1.00003567   -2 25 45.2
 FF2020;SPC TN       -   296,016.32    727,204.74   sFT  1.00003567   -2 25 45.2
 FF2020;SPC AR N     -    83,783.034   568,772.348   MT  0.99997529   +1 04 36.7
 FF2020;SPC AR N     -   274,878.17  1,866,047.28   sFT  0.99997529   +1 04 36.7
 FF2020;UTM  15      - 3,884,992.871   759,924.818   MT  1.00043273   +1 38 20.4
 FF2020
 FF2020                          SUPERSEDED SURVEY CONTROL
 FF2020
 FF2020  NAD 83(1995)-  35 04 27.24812(N)    090 08 57.78782(W) AD(       ) 4
 FF2020  NAD 83(1995)-  35 04 27.25284(N)    090 08 57.78739(W) AD(       ) 4
 FF2020  NAD 83(1986)-  35 04 27.25550(N)    090 08 57.79070(W) AD(       ) 4
 FF2020  NAD 27      -  35 04 26.91900(N)    090 08 57.44400(W) AD(       ) 3
 FF2020
 FF2020.Superseded values are not recommended for survey control.
 FF2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2020.See file dsdata.txt to determine how the superseded data were derived.
 FF2020
 FF2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5992584993(NAD 83)
 FF2020_MARKER: 63 = STACK
 FF2020
 FF2020  HISTORY     - Date     Condition        Report By
 FF2020  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2020
 FF2020                          STATION DESCRIPTION
 FF2020
 FF2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2020'THE STATION IS THE CENTER OF THE TOP OF THE THOMAS H. ALLEN
 FF2020'ELECTRIC GENERATING STATION, WEST STACK AND IS THE WESTERLY
 FF2020'ONE OF THREE IDENTICAL STACKS, OWNED BY THE MEMPHIS LIGHT,
 FF2020'GAS AND WATER DIVISION.  IT IS LOCATED ABOUT 5 MILES SOUTHWEST
 FF2020'OF THE BUSINESS CENTER OF MEMPHIS, ON THE SOUTH SIDE OF THE
 FF2020'MC KELLAR LAKE, ACROSS FROM THE PRESIDENTS ISLAND INDUSTRIAL
 FF2020'DEVELOPMENT CENTER.  THE STACK IS 400 FEET HIGH.
 FF2020'
 FF2020'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF2020'61 AND MITCHELL ROAD ABOUT 1.0 MILE SOUTH OF THE MEMPHIS CITY
 FF2020'LIMITS, GO WEST ON MITCHELL ROAD FOR 5.4 MILES TO THE STATION
 FF2020'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1997 ***********************************************************************
 FF1997  DESIGNATION -  MEMPHIS COLUMBUS TWR FLAGPOLE
 FF1997  PID         -  FF1997
 FF1997  STATE/COUNTY-  TN/SHELBY
 FF1997  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1997
 FF1997                         *CURRENT SURVEY CONTROL
 FF1997  ___________________________________________________________________
 FF1997* NAD 83(1995)-  35 08 48.34970(N)    090 03 07.13656(W)     ADJUSTED  
 FF1997* NAVD 88     -                                                        
 FF1997  ___________________________________________________________________
 FF1997  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FF1997  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1997
 FF1997  HORZ ORDER  -  THIRD
 FF1997
 FF1997.The horizontal coordinates were established by classical geodetic methods
 FF1997.and adjusted by the National Geodetic Survey in April 1999..
 FF1997
 FF1997
 FF1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1997
 FF1997.The geoid height was determined by GEOID03.
 FF1997
 FF1997;                    North         East     Units Scale Factor Converg.
 FF1997;SPC TN       -    97,893.699   230,861.782   MT  1.00001982   -2 22 19.9
 FF1997;SPC TN       -   321,172.91    757,419.03   sFT  1.00001982   -2 22 19.9
 FF1997;SPC AR N     -    91,999.120   577,495.049   MT  0.99996490   +1 08 00.8
 FF1997;SPC AR N     -   301,833.78  1,894,665.01   sFT  0.99996490   +1 08 00.8
 FF1997;UTM  15      - 3,893,298.393   768,570.561   MT  1.00048904   +1 41 53.2
 FF1997;UTM  16      - 3,893,584.236   221,955.042   MT  1.00055289   -1 45 29.1
 FF1997
 FF1997                          SUPERSEDED SURVEY CONTROL
 FF1997
 FF1997  NAD 83(1995)-  35 08 48.35304(N)    090 03 07.13589(W) AD(       ) 4
 FF1997  NAD 83(1995)-  35 08 48.35697(N)    090 03 07.13580(W) AD(       ) 4
 FF1997  NAD 83(1986)-  35 08 48.36013(N)    090 03 07.13765(W) AD(       ) 4
 FF1997  NAD 27      -  35 08 48.03500(N)    090 03 06.80600(W) AD(       ) 3
 FF1997
 FF1997.Superseded values are not recommended for survey control.
 FF1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1997.See file dsdata.txt to determine how the superseded data were derived.
 FF1997
 FF1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6857193298(NAD 83)
 FF1997_MARKER: 62 = FLAGPOLE
 FF1997
 FF1997  HISTORY     - Date     Condition        Report By
 FF1997  HISTORY     - 1929     FIRST OBSERVED   CGS
 FF1997  HISTORY     - 20050301 GOOD             GEOCAC
 FF1997
 FF1997                          STATION DESCRIPTION
 FF1997
 FF1997'DESCRIBED BY GEOCACHING 2005 (MFL)
 FF1997'BUILDING IS CURRENTLY THE LINCOLN AMERICAN TOWER, PREVIOUSLY THE
 FF1997'COLUMBIAN MUTUAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2576 ***********************************************************************
 FE2576  DESIGNATION -  MEMPHIS EVERGREEN PRESB CHURCH
 FE2576  PID         -  FE2576
 FE2576  STATE/COUNTY-  TN/SHELBY
 FE2576  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2576
 FE2576                         *CURRENT SURVEY CONTROL
 FE2576  ___________________________________________________________________
 FE2576* NAD 83(1995)-  35 09 14.19660(N)    089 59 33.72381(W)     ADJUSTED  
 FE2576* NAVD 88     -                                                        
 FE2576  ___________________________________________________________________
 FE2576  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FE2576  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2576
 FE2576  HORZ ORDER  -  THIRD
 FE2576
 FE2576.The horizontal coordinates were established by classical geodetic methods
 FE2576.and adjusted by the National Geodetic Survey in April 1999..
 FE2576
 FE2576
 FE2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2576
 FE2576.The geoid height was determined by GEOID03.
 FE2576
 FE2576;                    North         East     Units Scale Factor Converg.
 FE2576;SPC TN       -    98,467.628   236,291.818   MT  1.00001834   -2 20 14.9
 FE2576;SPC TN       -   323,055.88    775,234.07   sFT  1.00001834   -2 20 14.9
 FE2576;SPC AR N     -    92,903.955   582,879.535   MT  0.99996396   +1 10 05.0
 FE2576;SPC AR N     -   304,802.39  1,912,330.61   sFT  0.99996396   +1 10 05.0
 FE2576;UTM  16      - 3,894,216.619   227,381.413   MT  1.00051605   -1 43 27.1
 FE2576;UTM  15      - 3,894,256.758   773,948.787   MT  1.00052501   +1 43 57.4
 FE2576
 FE2576                          SUPERSEDED SURVEY CONTROL
 FE2576
 FE2576  NAD 83(1995)-  35 09 14.19905(N)    089 59 33.72331(W) AD(       ) 4
 FE2576  NAD 83(1995)-  35 09 14.20208(N)    089 59 33.72345(W) AD(       ) 4
 FE2576  NAD 83(1986)-  35 09 14.20697(N)    089 59 33.72481(W) AD(       ) 4
 FE2576  NAD 27      -  35 09 13.88400(N)    089 59 33.40100(W) AD(       ) 3
 FE2576
 FE2576.Superseded values are not recommended for survey control.
 FE2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2576.See file dsdata.txt to determine how the superseded data were derived.
 FE2576
 FE2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2738194217(NAD 83)
 FE2576_MARKER: 90 = CHURCH SPIRE
 FE2576
 FE2576  HISTORY     - Date     Condition        Report By
 FE2576  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2576
 FE2576                          STATION DESCRIPTION
 FE2576
 FE2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2576'THE STATION IS THE CENTER OF THE TOP OF THE EVERGREEN PRESBYTERIAN
 FE2576'CHURCH SPIRE, LOCATED IN THE SOUTHWEST CORNER OF UNIVERSITY
 FE2576'STREET AND TUTWILER AVENUE IN THE NORTH SECTION OF MEMPHIS. THE SPIRE
 FE2576'IS COVERED WITH WHITE SLATE AND IS OVER THE EAST ENTRANCE OF THE RED
 FE2576'BRICK CHURCH. THE OVERALL HEIGHT IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1983 ***********************************************************************
 FF1983  DESIGNATION -  MEMPHIS FIRESTONE TIRE CO STK
 FF1983  PID         -  FF1983
 FF1983  STATE/COUNTY-  TN/SHELBY
 FF1983  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1983
 FF1983                         *CURRENT SURVEY CONTROL
 FF1983  ___________________________________________________________________
 FF1983* NAD 83(1995)-  35 10 36.76801(N)    090 01 38.35360(W)     ADJUSTED  
 FF1983* NAVD 88     -                                                        
 FF1983  ___________________________________________________________________
 FF1983  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FF1983  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1983
 FF1983  HORZ ORDER  -  THIRD
 FF1983
 FF1983.The horizontal coordinates were established by classical geodetic methods
 FF1983.and adjusted by the National Geodetic Survey in April 1999..
 FF1983
 FF1983
 FF1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1983
 FF1983.The geoid height was determined by GEOID03.
 FF1983
 FF1983;                    North         East     Units Scale Factor Converg.
 FF1983;SPC TN       -   101,139.387   233,244.684   MT  1.00001371   -2 21 27.9
 FF1983;SPC TN       -   331,821.47    765,236.93   sFT  1.00001371   -2 21 27.9
 FF1983;SPC AR N     -    95,384.262   579,674.907   MT  0.99996105   +1 08 52.4
 FF1983;SPC AR N     -   312,939.87  1,901,816.76   sFT  0.99996105   +1 08 52.4
 FF1983;UTM  15      - 3,896,706.687   770,718.069   MT  1.00050331   +1 42 49.0
 FF1983;UTM  16      - 3,896,856.974   224,304.302   MT  1.00053684   -1 44 42.5
 FF1983
 FF1983                          SUPERSEDED SURVEY CONTROL
 FF1983
 FF1983  NAD 83(1995)-  35 10 36.77065(N)    090 01 38.35274(W) AD(       ) 4
 FF1983  NAD 83(1995)-  35 10 36.77376(N)    090 01 38.35236(W) AD(       ) 4
 FF1983  NAD 83(1986)-  35 10 36.77841(N)    090 01 38.35470(W) AD(       ) 4
 FF1983  NAD 27      -  35 10 36.45500(N)    090 01 38.03000(W) AD(       ) 3
 FF1983
 FF1983.Superseded values are not recommended for survey control.
 FF1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1983.See file dsdata.txt to determine how the superseded data were derived.
 FF1983
 FF1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7071896707(NAD 83)
 FF1983_MARKER: 63 = STACK
 FF1983
 FF1983  HISTORY     - Date     Condition        Report By
 FF1983  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1983  HISTORY     - 1957     GOOD             CGS
 FF1983
 FF1983                          STATION DESCRIPTION
 FF1983
 FF1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF1983'THE STATION IS LOCATED IN THE NORTHWEST PART OF TOWN, 2
 FF1983'BLOCKS WEST OF MOOREHEAD ST. AND 1 BLOCK NORTH OF FIRESTONE
 FF1983'AVE. AT THE POWER PLANT OF THE FIRESTONE RUBBER CO.  IT IS
 FF1983'A LARGE CONCRETE STACK, 15 FEET IN DIAMETER AT THE BASE AND
 FF1983'HAS AN OVERALL HEIGHT OF APPROXIMATELY 225 FEET.
 FF1983'
 FF1983'THE POINT OVSERVED WAS THE CENTER OF THE TOP OF STACK.
 FF1983
 FF1983                          STATION RECOVERY (1957)
 FF1983
 FF1983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1983'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  IN THE
 FF1983'1954 DESCRIPTION IT WAS CALLED THE FIRESTONE RUBBER CO.
 FF1983'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2019 ***********************************************************************
 FF2019  DESIGNATION -  MEMPHIS FORD MOTOR WATER TANK
 FF2019  PID         -  FF2019
 FF2019  STATE/COUNTY-  TN/SHELBY
 FF2019  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2019
 FF2019                         *CURRENT SURVEY CONTROL
 FF2019  ___________________________________________________________________
 FF2019* NAD 83(1995)-  35 06 33.69400(N)    090 04 38.58999(W)     ADJUSTED  
 FF2019* NAVD 88     -                                                        
 FF2019  ___________________________________________________________________
 FF2019  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FF2019  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2019
 FF2019  HORZ ORDER  -  THIRD
 FF2019
 FF2019.The horizontal coordinates were established by classical geodetic methods
 FF2019.and adjusted by the National Geodetic Survey in April 1999..
 FF2019
 FF2019
 FF2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2019
 FF2019.The geoid height was determined by GEOID03.
 FF2019
 FF2019;                    North         East     Units Scale Factor Converg.
 FF2019;SPC TN       -    93,843.570   228,375.979   MT  1.00002780   -2 23 13.4
 FF2019;SPC TN       -   307,885.11    749,263.52   sFT  1.00002780   -2 23 13.4
 FF2019;SPC AR N     -    87,804.802   575,261.686   MT  0.99997006   +1 07 07.6
 FF2019;SPC AR N     -   288,072.92  1,887,337.71   sFT  0.99997006   +1 07 07.6
 FF2019;UTM  15      - 3,889,080.131   766,377.454   MT  1.00047459   +1 40 54.8
 FF2019;UTM  16      - 3,889,505.465   219,511.546   MT  1.00056972   -1 46 15.9
 FF2019
 FF2019                          SUPERSEDED SURVEY CONTROL
 FF2019
 FF2019  NAD 83(1995)-  35 06 33.69623(N)    090 04 38.58935(W) AD(       ) 4
 FF2019  NAD 83(1995)-  35 06 33.70014(N)    090 04 38.58918(W) AD(       ) 4
 FF2019  NAD 83(1986)-  35 06 33.70421(N)    090 04 38.59122(W) AD(       ) 4
 FF2019  NAD 27      -  35 06 33.37300(N)    090 04 38.25500(W) AD(       ) 3
 FF2019
 FF2019.Superseded values are not recommended for survey control.
 FF2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2019.See file dsdata.txt to determine how the superseded data were derived.
 FF2019
 FF2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6637789080(NAD 83)
 FF2019_MARKER: 53 = ELEVATED TANK
 FF2019
 FF2019  HISTORY     - Date     Condition        Report By
 FF2019  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2019
 FF2019                          STATION DESCRIPTION
 FF2019
 FF2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2019'THE STATION IS THE CENTER OF THE APEX OF THE FORD MOTOR
 FF2019'COMPANY (MEMPHIS ASSEMBLEY PLANT) WATER TANK, LOCATED AT
 FF2019'THE SOUTHWEST SECTION OF MEMPHIS, BETWEEN THE OIL HOUSE AND
 FF2019'POWER HOUSE AND JUST NORTH OF THE MAIN ASSEMBLEY BUILDING
 FF2019'AT 1429 RIVERSIDE.  THE TANK IS SUPPORTED BY A FOUR LEGGED
 FF2019'STEEL STRUCTURE, HAS FORD IN NEON LIGHTS ON THE SIDES OF
 FF2019'THE TANK.  THE OVERALL HEIGHT IS 132 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1979 ***********************************************************************
 FF1979  DESIGNATION -  MEMPHIS FURNITURE MFG CO TANK
 FF1979  PID         -  FF1979
 FF1979  STATE/COUNTY-  TN/SHELBY
 FF1979  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1979
 FF1979                         *CURRENT SURVEY CONTROL
 FF1979  ___________________________________________________________________
 FF1979* NAD 83(1995)-  35 07 44.62563(N)    090 01 44.02946(W)     ADJUSTED  
 FF1979* NAVD 88     -                                                        
 FF1979  ___________________________________________________________________
 FF1979  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FF1979  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1979
 FF1979  HORZ ORDER  -  THIRD
 FF1979
 FF1979.The horizontal coordinates were established by classical geodetic methods
 FF1979.and adjusted by the National Geodetic Survey in April 1999..
 FF1979
 FF1979
 FF1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1979
 FF1979.The geoid height was determined by GEOID03.
 FF1979
 FF1979;                    North         East     Units Scale Factor Converg.
 FF1979;SPC TN       -    95,844.677   232,882.854   MT  1.00002354   -2 21 31.2
 FF1979;SPC TN       -   314,450.41    764,049.83   sFT  1.00002354   -2 21 31.2
 FF1979;SPC AR N     -    90,077.623   579,637.513   MT  0.99996729   +1 08 49.1
 FF1979;SPC AR N     -   295,529.67  1,901,694.07   sFT  0.99996729   +1 08 49.1
 FF1979;UTM  15      - 3,891,397.076   770,732.985   MT  1.00050342   +1 42 38.4
 FF1979;UTM  16      - 3,891,555.941   223,999.041   MT  1.00053893   -1 44 38.4
 FF1979
 FF1979                          SUPERSEDED SURVEY CONTROL
 FF1979
 FF1979  NAD 83(1995)-  35 07 44.62796(N)    090 01 44.02887(W) AD(       ) 4
 FF1979  NAD 83(1995)-  35 07 44.63144(N)    090 01 44.02880(W) AD(       ) 4
 FF1979  NAD 83(1986)-  35 07 44.63590(N)    090 01 44.03044(W) AD(       ) 4
 FF1979  NAD 27      -  35 07 44.31000(N)    090 01 43.70000(W) AD(       ) 3
 FF1979
 FF1979.Superseded values are not recommended for survey control.
 FF1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1979.See file dsdata.txt to determine how the superseded data were derived.
 FF1979
 FF1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7073391397(NAD 83)
 FF1979
 FF1979  HISTORY     - Date     Condition        Report By
 FF1979  HISTORY     - 1957     MONUMENTED       CGS
 FF1979
 FF1979                          STATION DESCRIPTION
 FF1979
 FF1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1979'THE STATION IS THE CENTER OF THE APEX OF THE MEMPHIS FURNITURE
 FF1979'MFG. CO., WATER TANK, LOCATED IN THE SOUTH CENTRAL SECTION
 FF1979'OF MEMPHIS, 658 SOUTH DUDLEY STREET AND IS AT EAST SIDE OF
 FF1979'THE PLANTS MACHINERY ROOM.  THE TANK IS SUPPORTED BY A FOUR
 FF1979'LEGGED STEEL STRUCTURE, PAINTED ALUMINUM AND HAS THE INSCRIPTION
 FF1979'MEMPHIS FURNITURE IN BLACK LETTERS ON THREE SIDES OF THE
 FF1979'TANK, OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2017 ***********************************************************************
 FF2017  DESIGNATION -  MEMPHIS ILL CENTRAL RR STK
 FF2017  PID         -  FF2017
 FF2017  STATE/COUNTY-  TN/SHELBY
 FF2017  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2017
 FF2017                         *CURRENT SURVEY CONTROL
 FF2017  ___________________________________________________________________
 FF2017* NAD 83(1995)-  35 07 14.16439(N)    090 03 28.79720(W)     ADJUSTED  
 FF2017* NAVD 88     -                                                        
 FF2017  ___________________________________________________________________
 FF2017  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FF2017  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2017
 FF2017  HORZ ORDER  -  THIRD
 FF2017
 FF2017.The horizontal coordinates were established by classical geodetic methods
 FF2017.and adjusted by the National Geodetic Survey in April 1999..
 FF2017
 FF2017
 FF2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2017
 FF2017.The geoid height was determined by GEOID03.
 FF2017
 FF2017;                    North         East     Units Scale Factor Converg.
 FF2017;SPC TN       -    95,016.283   230,193.638   MT  1.00002536   -2 22 32.6
 FF2017;SPC TN       -   311,732.59    755,226.96   sFT  1.00002536   -2 22 32.6
 FF2017;SPC AR N     -    89,086.396   577,004.132   MT  0.99996846   +1 07 48.2
 FF2017;SPC AR N     -   292,277.62  1,893,054.39   sFT  0.99996846   +1 07 48.2
 FF2017;UTM  15      - 3,890,379.457   768,108.100   MT  1.00048599   +1 41 36.7
 FF2017;UTM  16      - 3,890,698.281   221,317.467   MT  1.00055727   -1 45 37.4
 FF2017
 FF2017                          SUPERSEDED SURVEY CONTROL
 FF2017
 FF2017  NAD 83(1995)-  35 07 14.16661(N)    090 03 28.79662(W) AD(       ) 4
 FF2017  NAD 83(1995)-  35 07 14.17032(N)    090 03 28.79644(W) AD(       ) 4
 FF2017  NAD 83(1986)-  35 07 14.17463(N)    090 03 28.79835(W) AD(       ) 4
 FF2017  NAD 27      -  35 07 13.84400(N)    090 03 28.46500(W) AD(       ) 3
 FF2017
 FF2017.Superseded values are not recommended for survey control.
 FF2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2017.See file dsdata.txt to determine how the superseded data were derived.
 FF2017
 FF2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6810890379(NAD 83)
 FF2017_MARKER: 63 = STACK
 FF2017
 FF2017  HISTORY     - Date     Condition        Report By
 FF2017  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2017
 FF2017                          STATION DESCRIPTION
 FF2017
 FF2017'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2013 ***********************************************************************
 FF2013  DESIGNATION -  MEMPHIS INTL HARVESTER TANK
 FF2013  PID         -  FF2013
 FF2013  STATE/COUNTY-  TN/SHELBY
 FF2013  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2013
 FF2013                         *CURRENT SURVEY CONTROL
 FF2013  ___________________________________________________________________
 FF2013* NAD 83(1995)-  35 06 36.24823(N)    090 04 14.75478(W)     ADJUSTED  
 FF2013* NAVD 88     -                                                        
 FF2013  ___________________________________________________________________
 FF2013  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FF2013  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2013
 FF2013  HORZ ORDER  -  THIRD
 FF2013
 FF2013.The horizontal coordinates were established by classical geodetic methods
 FF2013.and adjusted by the National Geodetic Survey in April 1999..
 FF2013
 FF2013
 FF2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2013
 FF2013.The geoid height was determined by GEOID03.
 FF2013
 FF2013;                    North         East     Units Scale Factor Converg.
 FF2013;SPC TN       -    93,897.099   228,982.350   MT  1.00002764   -2 22 59.5
 FF2013;SPC TN       -   308,060.73    751,252.93   sFT  1.00002764   -2 22 59.5
 FF2013;SPC AR N     -    87,895.304   575,863.614   MT  0.99996996   +1 07 21.4
 FF2013;SPC AR N     -   288,369.84  1,889,312.54   sFT  0.99996996   +1 07 21.4
 FF2013;UTM  15      - 3,889,176.594   766,978.768   MT  1.00047854   +1 41 08.7
 FF2013;UTM  16      - 3,889,565.541   220,117.633   MT  1.00056553   -1 46 02.3
 FF2013
 FF2013                          SUPERSEDED SURVEY CONTROL
 FF2013
 FF2013  NAD 83(1995)-  35 06 36.25067(N)    090 04 14.75402(W) AD(       ) 4
 FF2013  NAD 83(1995)-  35 06 36.25475(N)    090 04 14.75391(W) AD(       ) 4
 FF2013  NAD 83(1986)-  35 06 36.25850(N)    090 04 14.75594(W) AD(       ) 4
 FF2013  NAD 27      -  35 06 35.92800(N)    090 04 14.42100(W) AD(       ) 3
 FF2013
 FF2013.Superseded values are not recommended for survey control.
 FF2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2013.See file dsdata.txt to determine how the superseded data were derived.
 FF2013
 FF2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6697989177(NAD 83)
 FF2013_MARKER: 53 = ELEVATED TANK
 FF2013
 FF2013  HISTORY     - Date     Condition        Report By
 FF2013  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2013  HISTORY     - 1957     GOOD             CGS
 FF2013
 FF2013                          STATION DESCRIPTION
 FF2013
 FF2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2013'THE STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN, 1 BLOCK
 FF2013'WEST OF LOUISIANA ST. AND 200 FEET SOUTH OF WEST OLIVE AVE.
 FF2013'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A ROUND SHAPED
 FF2013'TANK AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 FF2013'
 FF2013'THE POINT OBSERVED WAS A BALL AT THE CENTER OF THE TOP OF
 FF2013'TANK.
 FF2013
 FF2013                          STATION RECOVERY (1957)
 FF2013
 FF2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2013'THE STATION WAS RECOVERED AND THE 1954 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1996 ***********************************************************************
 FF1996  DESIGNATION -  MEMPHIS LOW CHIMNEY
 FF1996  PID         -  FF1996
 FF1996  STATE/COUNTY-  TN/SHELBY
 FF1996  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1996
 FF1996                         *CURRENT SURVEY CONTROL
 FF1996  ___________________________________________________________________
 FF1996* NAD 83(1995)-  35 07 35.26841(N)    090 02 59.87210(W)     ADJUSTED  
 FF1996* NAVD 88     -                                                        
 FF1996  ___________________________________________________________________
 FF1996  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF1996  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1996
 FF1996  HORZ ORDER  -  THIRD
 FF1996
 FF1996.The horizontal coordinates were established by classical geodetic methods
 FF1996.and adjusted by the National Geodetic Survey in April 1999..
 FF1996
 FF1996
 FF1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1996
 FF1996.The geoid height was determined by GEOID03.
 FF1996
 FF1996;                    North         East     Units Scale Factor Converg.
 FF1996;SPC TN       -    95,635.784   230,952.334   MT  1.00002410   -2 22 15.6
 FF1996;SPC TN       -   313,765.07    757,716.12   sFT  1.00002410   -2 22 15.6
 FF1996;SPC AR N     -    89,751.093   577,723.487   MT  0.99996765   +1 08 05.0
 FF1996;SPC AR N     -   294,458.38  1,895,414.47   sFT  0.99996765   +1 08 05.0
 FF1996;UTM  15      - 3,891,051.548   768,821.252   MT  1.00049071   +1 41 54.3
 FF1996;UTM  16      - 3,891,326.225   222,069.868   MT  1.00055210   -1 45 21.7
 FF1996
 FF1996                          SUPERSEDED SURVEY CONTROL
 FF1996
 FF1996  NAD 83(1995)-  35 07 35.26982(N)    090 02 59.87038(W) AD(       ) 4
 FF1996  NAD 83(1995)-  35 07 35.27273(N)    090 02 59.86966(W) AD(       ) 4
 FF1996  NAD 83(1986)-  35 07 35.27876(N)    090 02 59.87322(W) AD(       ) 4
 FF1996  NAD 27      -  35 07 34.95200(N)    090 02 59.54000(W) AD(       ) 3
 FF1996
 FF1996.Superseded values are not recommended for survey control.
 FF1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1996.See file dsdata.txt to determine how the superseded data were derived.
 FF1996
 FF1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6882191052(NAD 83)
 FF1996_MARKER: 85 = CHIMNEY
 FF1996
 FF1996  HISTORY     - Date     Condition        Report By
 FF1996  HISTORY     - 1914     FIRST OBSERVED   CGS
 FF1996
 FF1996                          STATION DESCRIPTION
 FF1996
 FF1996'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2577 ***********************************************************************
 FE2577  DESIGNATION -  MEMPHIS MC LEAN BAPTIST CH
 FE2577  PID         -  FE2577
 FE2577  STATE/COUNTY-  TN/SHELBY
 FE2577  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2577
 FE2577                         *CURRENT SURVEY CONTROL
 FE2577  ___________________________________________________________________
 FE2577* NAD 83(1995)-  35 09 36.57267(N)    089 59 47.97682(W)     ADJUSTED  
 FE2577* NAVD 88     -                                                        
 FE2577  ___________________________________________________________________
 FE2577  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FE2577  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2577
 FE2577  HORZ ORDER  -  THIRD
 FE2577
 FE2577.The horizontal coordinates were established by classical geodetic methods
 FE2577.and adjusted by the National Geodetic Survey in April 1999..
 FE2577
 FE2577
 FE2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2577
 FE2577.The geoid height was determined by GEOID03.
 FE2577
 FE2577;                    North         East     Units Scale Factor Converg.
 FE2577;SPC TN       -    99,171.364   235,959.518   MT  1.00001707   -2 20 23.3
 FE2577;SPC TN       -   325,364.72    774,143.85   sFT  1.00001707   -2 20 23.3
 FE2577;SPC AR N     -    93,586.018   582,504.847   MT  0.99996315   +1 09 56.7
 FE2577;SPC AR N     -   307,040.13  1,911,101.32   sFT  0.99996315   +1 09 56.7
 FE2577;UTM  16      - 3,894,917.108   227,041.431   MT  1.00051833   -1 43 36.2
 FE2577;UTM  15      - 3,894,935.476   773,567.181   MT  1.00052243   +1 43 50.1
 FE2577
 FE2577                          SUPERSEDED SURVEY CONTROL
 FE2577
 FE2577  NAD 83(1995)-  35 09 36.57509(N)    089 59 47.97633(W) AD(       ) 4
 FE2577  NAD 83(1995)-  35 09 36.57808(N)    089 59 47.97636(W) AD(       ) 4
 FE2577  NAD 83(1986)-  35 09 36.58305(N)    089 59 47.97788(W) AD(       ) 4
 FE2577  NAD 27      -  35 09 36.25900(N)    089 59 47.65500(W) AD(       ) 3
 FE2577
 FE2577.Superseded values are not recommended for survey control.
 FE2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2577.See file dsdata.txt to determine how the superseded data were derived.
 FE2577
 FE2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2704194917(NAD 83)
 FE2577_MARKER: 90 = CHURCH SPIRE
 FE2577
 FE2577  HISTORY     - Date     Condition        Report By
 FE2577  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2577  HISTORY     - 1959     GOOD             CGS
 FE2577
 FE2577                          STATION DESCRIPTION
 FE2577
 FE2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2577'THE STATION IS THE CENTER OF THE TOP OF THE MCLEAN BAPTIST CHURCH
 FE2577'SPIRE, LOCATED IN THE SOUTHWEST CORNER OF JACKSON AVENUE AND
 FE2577'MCLEAN BLVD. IN THE NORTH SECTION OF MEMPHIS. IT IS A WOODEN SPIRE,
 FE2577'PAINTED WHITE AND IS OVER THE EAST ENTRANCE OF THE WHITE BRICK
 FE2577'CHURCH. THE OVERALL HEIGHT IS 208 FEET.
 FE2577
 FE2577                          STATION RECOVERY (1959)
 FE2577
 FE2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2577'THE STATION WAS RECOVERED AS DESCRIBED.  THE 1957 DESCRIPTION IS
 FE2577'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1977 ***********************************************************************
 FF1977  DESIGNATION -  MEMPHIS N PARKWAY PUMP STA STK
 FF1977  PID         -  FF1977
 FF1977  STATE/COUNTY-  TN/SHELBY
 FF1977  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1977
 FF1977                         *CURRENT SURVEY CONTROL
 FF1977  ___________________________________________________________________
 FF1977* NAD 83(1995)-  35 09 11.61674(N)    090 01 48.92933(W)     ADJUSTED  
 FF1977* NAVD 88     -                                                        
 FF1977  ___________________________________________________________________
 FF1977  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FF1977  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1977
 FF1977  HORZ ORDER  -  THIRD
 FF1977
 FF1977.The horizontal coordinates were established by classical geodetic methods
 FF1977.and adjusted by the National Geodetic Survey in April 1999..
 FF1977
 FF1977
 FF1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1977
 FF1977.The geoid height was determined by GEOID03.
 FF1977
 FF1977;                    North         East     Units Scale Factor Converg.
 FF1977;SPC TN       -    98,528.419   232,869.272   MT  1.00001849   -2 21 34.1
 FF1977;SPC TN       -   323,255.32    764,005.27   sFT  1.00001849   -2 21 34.1
 FF1977;SPC AR N     -    92,755.365   579,459.863   MT  0.99996405   +1 08 46.3
 FF1977;SPC AR N     -   304,314.89  1,901,111.23   sFT  0.99996405   +1 08 46.3
 FF1977;UTM  15      - 3,894,074.376   770,528.866   MT  1.00050206   +1 42 39.3
 FF1977;UTM  16      - 3,894,240.774   223,956.670   MT  1.00053921   -1 44 45.0
 FF1977
 FF1977                          SUPERSEDED SURVEY CONTROL
 FF1977
 FF1977  NAD 83(1995)-  35 09 11.61906(N)    090 01 48.92895(W) AD(       ) 4
 FF1977  NAD 83(1995)-  35 09 11.62233(N)    090 01 48.92878(W) AD(       ) 4
 FF1977  NAD 83(1986)-  35 09 11.62705(N)    090 01 48.93040(W) AD(       ) 4
 FF1977  NAD 27      -  35 09 11.30300(N)    090 01 48.60300(W) AD(       ) 3
 FF1977
 FF1977.Superseded values are not recommended for survey control.
 FF1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1977.See file dsdata.txt to determine how the superseded data were derived.
 FF1977
 FF1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7052994074(NAD 83)
 FF1977_MARKER: 63 = STACK
 FF1977
 FF1977  HISTORY     - Date     Condition        Report By
 FF1977  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1977
 FF1977                          STATION DESCRIPTION
 FF1977
 FF1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1977'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, NORTH
 FF1977'PARKWAY PUMPING STATION STACK, OWNED BY MEMPHIS LIGHT, GAS
 FF1977'AND WATER DIVISION.  IT IS LOCATED IN THE NORTHWEST SECTION
 FF1977'OF MEMPHIS, 488 NORTH DUNLAP STREET AT THE SOUTHEAST CORNER
 FF1977'OF THE PUMPING STATION BUILDING.
 FF1977'
 FF1977'THE STACK IS 225 FEET HIGH AND IS CONSTRUCTED WITH RED BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2601 ***********************************************************************
 FE2601  DESIGNATION -  MEMPHIS NAS CENTER OF RUNWAY 3
 FE2601  PID         -  FE2601
 FE2601  STATE/COUNTY-  TN/SHELBY
 FE2601  USGS QUAD   -  MILLINGTON (1997)
 FE2601
 FE2601                         *CURRENT SURVEY CONTROL
 FE2601  ___________________________________________________________________
 FE2601* NAD 83(1995)-  35 20 53.11334(N)    089 52 43.85078(W)     ADJUSTED  
 FE2601* NAVD 88     -                                                        
 FE2601  ___________________________________________________________________
 FE2601  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2601  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2601
 FE2601  HORZ ORDER  -  THIRD
 FE2601
 FE2601.The horizontal coordinates were established by classical geodetic methods
 FE2601.and adjusted by the National Geodetic Survey in April 1999..
 FE2601
 FE2601
 FE2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2601
 FE2601.The geoid height was determined by GEOID03.
 FE2601
 FE2601;                    North         East     Units Scale Factor Converg.
 FE2601;SPC TN       -   119,572.923   247,511.059   MT  0.99998414   -2 16 15.0
 FE2601;SPC TN       -   392,298.83    812,042.53   sFT  0.99998414   -2 16 15.0
 FE2601;UTM  16      - 3,915,450.097   238,381.050   MT  1.00044357   -1 39 59.3
 FE2601
 FE2601                          SUPERSEDED SURVEY CONTROL
 FE2601
 FE2601  NAD 83(1995)-  35 20 53.12179(N)    089 52 43.85159(W) AD(       ) 4
 FE2601  NAD 83(1995)-  35 20 53.12179(N)    089 52 43.85155(W) AD(       ) 4
 FE2601  NAD 83(1986)-  35 20 53.12479(N)    089 52 43.85199(W) AD(       ) 4
 FE2601  NAD 27      -  35 20 52.81400(N)    089 52 43.54500(W) AD(       ) 3
 FE2601
 FE2601.Superseded values are not recommended for survey control.
 FE2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2601.See file dsdata.txt to determine how the superseded data were derived.
 FE2601
 FE2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3838115450(NAD 83)
 FE2601_MARKER: Z = SEE DESCRIPTION
 FE2601_SETTING: 0 = UNSPECIFIED SETTING
 FE2601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2601
 FE2601  HISTORY     - Date     Condition        Report By
 FE2601  HISTORY     - 1958     MONUMENTED       CGS
 FE2601
 FE2601                          STATION DESCRIPTION
 FE2601
 FE2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2601'THE STATION IS THE END OF THE CENTER EXPANSION JOINT OF THE CONCRETE
 FE2601'RUNWAY AT THE EXTREME SOUTHWEST END OF RUNWAY 3 OF THE MEMPHIS NAVAL
 FE2601'AIR STATION. THIS POINT IS ABOUT 2800 FEET WEST OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2587 ***********************************************************************
 FE2587  DESIGNATION -  MEMPHIS NAS COMPASS ROSE
 FE2587  PID         -  FE2587
 FE2587  STATE/COUNTY-  TN/SHELBY
 FE2587  USGS QUAD   -  BRUNSWICK (1993)
 FE2587
 FE2587                         *CURRENT SURVEY CONTROL
 FE2587  ___________________________________________________________________
 FE2587* NAD 83(1995)-  35 21 03.03145(N)    089 52 21.02627(W)     ADJUSTED  
 FE2587* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 FE2587  ___________________________________________________________________
 FE2587  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE2587  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2587
 FE2587  HORZ ORDER  -  THIRD
 FE2587
 FE2587.This mark is at Millington Mun Airport (NQA)
 FE2587
 FE2587.The horizontal coordinates were established by classical geodetic methods
 FE2587.and adjusted by the National Geodetic Survey in April 1999..
 FE2587
 FE2587.The orthometric height was scaled from a topographic map.
 FE2587
 FE2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2587
 FE2587.The geoid height was determined by GEOID03.
 FE2587
 FE2587;                    North         East     Units Scale Factor Converg.
 FE2587;SPC TN       -   119,855.524   248,099.007   MT  0.99998374   -2 16 01.6
 FE2587;SPC TN       -   393,226.00    813,971.49   sFT  0.99998374   -2 16 01.6
 FE2587;UTM  16      - 3,915,739.016   238,966.253   MT  1.00043980   -1 39 46.5
 FE2587
 FE2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2587!SPC TN       -   0.99998999  x   0.99998374  =   0.99997373
 FE2587!UTM  16      -   0.99998999  x   1.00043980  =   1.00042979
 FE2587
 FE2587:                Primary Azimuth Mark                     Grid Az
 FE2587:SPC TN       -  MEMPHIS NAS NE GCA                       007 21 52.4
 FE2587:UTM  16      -  MEMPHIS NAS NE GCA                       006 45 37.3
 FE2587
 FE2587|---------------------------------------------------------------------|
 FE2587| PID    Reference Object                     Distance      Geod. Az  |
 FE2587|                                                           dddmmss.s |
 FE2587| FE2588 MEMPHIS NAS NE GCA                  APPROX. 0.7 KM 0050550.8 |
 FE2587| FE2598 TACAN NAVY MEMPHIS NQA              449.822 METERS 0263613.5 |
 FE2587| FE2599 NAVY A STATION                      424.338 METERS 0714130.9 |
 FE2587| FE2594 NAVY                                374.764 METERS 09716     |
 FE2587| FE2601 MEMPHIS NAS CENTER OF RUNWAY 3      APPROX. 0.7 KM 2420340.5 |
 FE2587| FE2590 MEMPHIS NAS SW GCA                  173.186 METERS 33857     |
 FE2587|---------------------------------------------------------------------|
 FE2587
 FE2587                          SUPERSEDED SURVEY CONTROL
 FE2587
 FE2587  NAD 83(1995)-  35 21 03.03991(N)    089 52 21.02709(W) AD(       ) 3
 FE2587  NAD 83(1986)-  35 21 03.04287(N)    089 52 21.02758(W) AD(       ) 3
 FE2587  NAD 27      -  35 21 02.73200(N)    089 52 20.72100(W) AD(       ) 3
 FE2587
 FE2587.Superseded values are not recommended for survey control.
 FE2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2587.See file dsdata.txt to determine how the superseded data were derived.
 FE2587
 FE2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3896615739(NAD 83)
 FE2587_MARKER: Z = SEE DESCRIPTION
 FE2587_SETTING: 0 = UNSPECIFIED SETTING
 FE2587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2587
 FE2587  HISTORY     - Date     Condition        Report By
 FE2587  HISTORY     - 1958     MONUMENTED       CGS
 FE2587
 FE2587                          STATION DESCRIPTION
 FE2587
 FE2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2587'THE STATION IS THE CENTER OF THE METAL TURNTABLE OF THE COMPASS ROSE
 FE2587'OF THE MEMPHIS NAVAL AIR STATION. THIS POINT IS ABOUT 800 FEET
 FE2587'WEST, NORTHWEST OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2588 ***********************************************************************
 FE2588  DESIGNATION -  MEMPHIS NAS NE GCA
 FE2588  PID         -  FE2588
 FE2588  STATE/COUNTY-  TN/SHELBY
 FE2588  USGS QUAD   -  BRUNSWICK (1993)
 FE2588
 FE2588                         *CURRENT SURVEY CONTROL
 FE2588  ___________________________________________________________________
 FE2588* NAD 83(1995)-  35 21 25.02031(N)    089 52 18.63196(W)     ADJUSTED  
 FE2588* NAVD 88     -                                                        
 FE2588  ___________________________________________________________________
 FE2588  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FE2588  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2588
 FE2588  HORZ ORDER  -  THIRD
 FE2588
 FE2588.This mark is at Millington Mun Airport (NQA)
 FE2588
 FE2588.The horizontal coordinates were established by classical geodetic methods
 FE2588.and adjusted by the National Geodetic Survey in April 1999..
 FE2588
 FE2588
 FE2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2588
 FE2588.The geoid height was determined by GEOID03.
 FE2588
 FE2588;                    North         East     Units Scale Factor Converg.
 FE2588;SPC TN       -   120,530.258   248,186.216   MT  0.99998285   -2 16 00.2
 FE2588;SPC TN       -   395,439.69    814,257.61   sFT  0.99998285   -2 16 00.2
 FE2588;UTM  16      - 3,916,414.940   239,046.379   MT  1.00043928   -1 39 46.0
 FE2588
 FE2588                          SUPERSEDED SURVEY CONTROL
 FE2588
 FE2588  NAD 83(1995)-  35 21 25.02878(N)    089 52 18.63277(W) AD(       ) 4
 FE2588  NAD 83(1986)-  35 21 25.03164(N)    089 52 18.63330(W) AD(       ) 4
 FE2588  NAD 27      -  35 21 24.72100(N)    089 52 18.32700(W) AD(       ) 3
 FE2588
 FE2588.Superseded values are not recommended for survey control.
 FE2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2588.See file dsdata.txt to determine how the superseded data were derived.
 FE2588
 FE2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3904616415(NAD 83)
 FE2588_MARKER: Z = SEE DESCRIPTION
 FE2588_SETTING: 0 = UNSPECIFIED SETTING
 FE2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2588
 FE2588  HISTORY     - Date     Condition        Report By
 FE2588  HISTORY     - 1958     MONUMENTED       CGS
 FE2588
 FE2588                          STATION DESCRIPTION
 FE2588
 FE2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2588'THE STATION IS THE CENTER OF THE CONCRETE PARKING AREA OF THE
 FE2588'NORTHEAST ONE OF TWO GROUND CONTROL APPROACH STATIONS OF THE
 FE2588'MEMPHIS NAVAL AIR STATION. THIS POINT IS ABOUT 2600 FEET NORTH,
 FE2588'NORTHWEST OF THE CONTROL TOWER, ABOUT 300 FEET NORTHWEST OF
 FE2588'RUNWAY 3 AND ABOUT 300 FEET SOUTHWEST OF RUNWAY 14. THE CENTER WAS
 FE2588'TAKEN AS THE POINT WHERE THE CENTER EXPANSION JOINTS OF THE
 FE2588'CONCRETE INTERSECT IN THE CABLE TRENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2589 ***********************************************************************
 FE2589  DESIGNATION -  MEMPHIS NAS RECEIVING STA MAST
 FE2589  PID         -  FE2589
 FE2589  STATE/COUNTY-  TN/SHELBY
 FE2589  USGS QUAD   -  BRUNSWICK (1993)
 FE2589
 FE2589                         *CURRENT SURVEY CONTROL
 FE2589  ___________________________________________________________________
 FE2589* NAD 83(1995)-  35 21 20.79520(N)    089 50 55.06439(W)     ADJUSTED  
 FE2589* NAVD 88     -                                                        
 FE2589  ___________________________________________________________________
 FE2589  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FE2589  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2589
 FE2589  HORZ ORDER  -  THIRD
 FE2589
 FE2589.The horizontal coordinates were established by classical geodetic methods
 FE2589.and adjusted by the National Geodetic Survey in April 1999..
 FE2589
 FE2589
 FE2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2589
 FE2589.The geoid height was determined by GEOID03.
 FE2589
 FE2589;                    North         East     Units Scale Factor Converg.
 FE2589;SPC TN       -   120,316.953   250,289.268   MT  0.99998302   -2 15 11.3
 FE2589;SPC TN       -   394,739.87    821,157.37   sFT  0.99998302   -2 15 11.3
 FE2589;UTM  16      - 3,916,223.726   241,152.509   MT  1.00042579   -1 38 57.4
 FE2589
 FE2589                          SUPERSEDED SURVEY CONTROL
 FE2589
 FE2589  NAD 83(1995)-  35 21 20.80366(N)    089 50 55.06545(W) AD(       ) 4
 FE2589  NAD 83(1986)-  35 21 20.80669(N)    089 50 55.06575(W) AD(       ) 4
 FE2589  NAD 27      -  35 21 20.49700(N)    089 50 54.76200(W) AD(       ) 3
 FE2589
 FE2589.Superseded values are not recommended for survey control.
 FE2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2589.See file dsdata.txt to determine how the superseded data were derived.
 FE2589
 FE2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4115316224(NAD 83)
 FE2589_MARKER: 41 = ANTENNA MAST
 FE2589
 FE2589  HISTORY     - Date     Condition        Report By
 FE2589  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2589
 FE2589                          STATION DESCRIPTION
 FE2589
 FE2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2589'THE STATION IS THE CENTER OF THE TOP OF THE NORTHWEST ONE OF THREE
 FE2589'CONNECTED MASTS OF THE NAVY AIR STATION GROUND TO AIR RECEIVING
 FE2589'STATION. THIS MAST IS THE ONLY ONE OF THE THREE WHICH HAS A RED
 FE2589'OBSTRUCTION LIGHT ON TOP. THE MAST IS LOCATED 8 FEET SOUTH OF THE
 FE2589'SOUTHWEST CORNER OF BUILDING N-120.
 FE2589'
 FE2589'THE MASTS ARE 100 FEET HIGH, OF UNIFORM CROSS-SECTION STEEL
 FE2589'CONSTRUCTION AND CONNECTED BY STEEL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2590 ***********************************************************************
 FE2590  DESIGNATION -  MEMPHIS NAS SW GCA
 FE2590  PID         -  FE2590
 FE2590  STATE/COUNTY-  TN/SHELBY
 FE2590  USGS QUAD   -  BRUNSWICK (1993)
 FE2590
 FE2590                         *CURRENT SURVEY CONTROL
 FE2590  ___________________________________________________________________
 FE2590* NAD 83(1995)-  35 21 08.27571(N)    089 52 23.49078(W)     ADJUSTED  
 FE2590* NAVD 88     -                                                        
 FE2590  ___________________________________________________________________
 FE2590  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2590  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2590
 FE2590  HORZ ORDER  -  THIRD
 FE2590
 FE2590.This mark is at Millington Mun Airport (NQA)
 FE2590
 FE2590.The horizontal coordinates were established by classical geodetic methods
 FE2590.and adjusted by the National Geodetic Survey in April 1999..
 FE2590
 FE2590
 FE2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2590
 FE2590.The geoid height was determined by GEOID03.
 FE2590
 FE2590;                    North         East     Units Scale Factor Converg.
 FE2590;SPC TN       -   120,019.478   248,043.225   MT  0.99998352   -2 16 03.1
 FE2590;SPC TN       -   393,763.90    813,788.48   sFT  0.99998352   -2 16 03.1
 FE2590;UTM  16      - 3,915,902.446   238,908.718   MT  1.00044017   -1 39 48.2
 FE2590
 FE2590                          SUPERSEDED SURVEY CONTROL
 FE2590
 FE2590  NAD 83(1995)-  35 21 08.28417(N)    089 52 23.49157(W) AD(       ) 4
 FE2590  NAD 83(1986)-  35 21 08.28710(N)    089 52 23.49209(W) AD(       ) 4
 FE2590  NAD 27      -  35 21 07.97700(N)    089 52 23.18500(W) AD(       ) 3
 FE2590
 FE2590.Superseded values are not recommended for survey control.
 FE2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2590.See file dsdata.txt to determine how the superseded data were derived.
 FE2590
 FE2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3890915902(NAD 83)
 FE2590_MARKER: Z = SEE DESCRIPTION
 FE2590_SETTING: 0 = UNSPECIFIED SETTING
 FE2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2590
 FE2590  HISTORY     - Date     Condition        Report By
 FE2590  HISTORY     - 1958     MONUMENTED       CGS
 FE2590
 FE2590                          STATION DESCRIPTION
 FE2590
 FE2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2590'THE STATION IS THE CENTER OF THE CONCRETE PARKING AREA OF THE
 FE2590'SOUTHWEST ONE OF TWO GROUND CONTROL APPROACH STATIONS OF THE
 FE2590'MEMPHIS NAVAL AIR STATION. THIS POINT IS ABOUT 1400 FEET NORTHWEST OF
 FE2590'THE CONTROL TOWER AND ABOUT 300 FEET SOUTHEAST OF RUNWAY 3.
 FE2590'THE CENTER WAS TAKEN AS THE POINT WHERE THE CENTER EXPANSION JOINT OF
 FE2590'THE CONCRETE INTERSECTS THE CABLE TRENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2591 ***********************************************************************
 FE2591  DESIGNATION -  MEMPHIS NAS TRANS STA N MAST
 FE2591  PID         -  FE2591
 FE2591  STATE/COUNTY-  TN/SHELBY
 FE2591  USGS QUAD   -  BRUNSWICK (1993)
 FE2591
 FE2591                         *CURRENT SURVEY CONTROL
 FE2591  ___________________________________________________________________
 FE2591* NAD 83(1995)-  35 20 24.94337(N)    089 51 04.13035(W)     ADJUSTED  
 FE2591* NAVD 88     -                                                        
 FE2591  ___________________________________________________________________
 FE2591  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2591  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2591
 FE2591  HORZ ORDER  -  THIRD
 FE2591
 FE2591.This mark is at Millington Mun Airport (NQA)
 FE2591
 FE2591.The horizontal coordinates were established by classical geodetic methods
 FE2591.and adjusted by the National Geodetic Survey in April 1999..
 FE2591
 FE2591
 FE2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2591
 FE2591.The geoid height was determined by GEOID03.
 FE2591
 FE2591;                    North         East     Units Scale Factor Converg.
 FE2591;SPC TN       -   118,606.039   249,992.841   MT  0.99998530   -2 15 16.6
 FE2591;SPC TN       -   389,126.65    820,184.85   sFT  0.99998530   -2 15 16.6
 FE2591;UTM  16      - 3,914,509.023   240,874.016   MT  1.00042757   -1 39 00.4
 FE2591
 FE2591                          SUPERSEDED SURVEY CONTROL
 FE2591
 FE2591  NAD 83(1995)-  35 20 24.95188(N)    089 51 04.13125(W) AD(       ) 4
 FE2591  NAD 83(1995)-  35 20 24.95187(N)    089 51 04.13125(W) AD(       ) 4
 FE2591  NAD 83(1986)-  35 20 24.95485(N)    089 51 04.13166(W) AD(       ) 4
 FE2591  NAD 27      -  35 20 24.64300(N)    089 51 03.82700(W) AD(       ) 3
 FE2591
 FE2591.Superseded values are not recommended for survey control.
 FE2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2591.See file dsdata.txt to determine how the superseded data were derived.
 FE2591
 FE2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4087414509(NAD 83)
 FE2591_MARKER: 42 = RADIO/TV MAST
 FE2591
 FE2591  HISTORY     - Date     Condition        Report By
 FE2591  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2591
 FE2591                          STATION DESCRIPTION
 FE2591
 FE2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2591'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE THREE MASTS OF THE
 FE2591'MEMPHIS NAVY AIR STATION GROUND TO AIR COMMUNICATIONS CENTER, LOCATED
 FE2591'IN THE NORTH SECTION OF THE BASE AND SITUATED AROUND BUILDING N-100.
 FE2591'
 FE2591'THE MASTS ARE OF UNIFORM CROSS-SECTION CONSTRUCTION, UNPAINTED AND
 FE2591'HAVE TWO SMALL RED OBSTRUCTION LIGHTS ON TOP. THE OVERALL HEIGHTS
 FE2591'ARE 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2592 ***********************************************************************
 FE2592  DESIGNATION -  MEMPHIS NAS TRANS STA S MAST
 FE2592  PID         -  FE2592
 FE2592  STATE/COUNTY-  TN/SHELBY
 FE2592  USGS QUAD   -  BRUNSWICK (1993)
 FE2592
 FE2592                         *CURRENT SURVEY CONTROL
 FE2592  ___________________________________________________________________
 FE2592* NAD 83(1995)-  35 20 23.94435(N)    089 51 04.13477(W)     ADJUSTED  
 FE2592* NAVD 88     -                                                        
 FE2592  ___________________________________________________________________
 FE2592  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2592  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2592
 FE2592  HORZ ORDER  -  THIRD
 FE2592
 FE2592.This mark is at Millington Mun Airport (NQA)
 FE2592
 FE2592.The horizontal coordinates were established by classical geodetic methods
 FE2592.and adjusted by the National Geodetic Survey in April 1999..
 FE2592
 FE2592
 FE2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2592
 FE2592.The geoid height was determined by GEOID03.
 FE2592
 FE2592;                    North         East     Units Scale Factor Converg.
 FE2592;SPC TN       -   118,575.279   249,991.518   MT  0.99998534   -2 15 16.6
 FE2592;SPC TN       -   389,025.73    820,180.51   sFT  0.99998534   -2 15 16.6
 FE2592;UTM  16      - 3,914,478.237   240,873.018   MT  1.00042758   -1 39 00.4
 FE2592
 FE2592                          SUPERSEDED SURVEY CONTROL
 FE2592
 FE2592  NAD 83(1995)-  35 20 23.95285(N)    089 51 04.13567(W) AD(       ) 4
 FE2592  NAD 83(1995)-  35 20 23.95285(N)    089 51 04.13567(W) AD(       ) 4
 FE2592  NAD 83(1986)-  35 20 23.95582(N)    089 51 04.13609(W) AD(       ) 4
 FE2592  NAD 27      -  35 20 23.64400(N)    089 51 03.83200(W) AD(       ) 3
 FE2592
 FE2592.Superseded values are not recommended for survey control.
 FE2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2592.See file dsdata.txt to determine how the superseded data were derived.
 FE2592
 FE2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4087314478(NAD 83)
 FE2592_MARKER: 42 = RADIO/TV MAST
 FE2592
 FE2592  HISTORY     - Date     Condition        Report By
 FE2592  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2592
 FE2592                          STATION DESCRIPTION
 FE2592
 FE2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2592'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE THREE MASTS OF THE
 FE2592'MEMPHIS NAVY AIR STATION GROUND TO AIR COMMUNICATIONS CENTER, LOCATED
 FE2592'IN THE NORTH SECTION OF THE BASE AND SITUATED AROUND BUILDING N-100.
 FE2592'
 FE2592'THE MASTS ARE OF UNIFORM CROSS-SECTION CONSTRUCTION, UNPAINTED AND
 FE2592'HAVE TWO SMALL RED OBSTRUCTION LIGHTS ON TOP. THE OVERALL HEIGHTS
 FE2592'ARE 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2593 ***********************************************************************
 FE2593  DESIGNATION -  MEMPHIS NAS TRANS STA W MAST
 FE2593  PID         -  FE2593
 FE2593  STATE/COUNTY-  TN/SHELBY
 FE2593  USGS QUAD   -  BRUNSWICK (1993)
 FE2593
 FE2593                         *CURRENT SURVEY CONTROL
 FE2593  ___________________________________________________________________
 FE2593* NAD 83(1995)-  35 20 24.97347(N)    089 51 06.16548(W)     ADJUSTED  
 FE2593* NAVD 88     -                                                        
 FE2593  ___________________________________________________________________
 FE2593  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2593  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2593
 FE2593  HORZ ORDER  -  THIRD
 FE2593
 FE2593.This mark is at Millington Mun Airport (NQA)
 FE2593
 FE2593.The horizontal coordinates were established by classical geodetic methods
 FE2593.and adjusted by the National Geodetic Survey in April 1999..
 FE2593
 FE2593
 FE2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2593
 FE2593.The geoid height was determined by GEOID03.
 FE2593
 FE2593;                    North         East     Units Scale Factor Converg.
 FE2593;SPC TN       -   118,608.987   249,941.526   MT  0.99998530   -2 15 17.8
 FE2593;SPC TN       -   389,136.32    820,016.49   sFT  0.99998530   -2 15 17.8
 FE2593;UTM  16      - 3,914,511.431   240,822.650   MT  1.00042790   -1 39 01.6
 FE2593
 FE2593                          SUPERSEDED SURVEY CONTROL
 FE2593
 FE2593  NAD 83(1995)-  35 20 24.98198(N)    089 51 06.16640(W) AD(       ) 4
 FE2593  NAD 83(1995)-  35 20 24.98197(N)    089 51 06.16639(W) AD(       ) 4
 FE2593  NAD 83(1986)-  35 20 24.98494(N)    089 51 06.16680(W) AD(       ) 4
 FE2593  NAD 27      -  35 20 24.67300(N)    089 51 05.86200(W) AD(       ) 3
 FE2593
 FE2593.Superseded values are not recommended for survey control.
 FE2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2593.See file dsdata.txt to determine how the superseded data were derived.
 FE2593
 FE2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4082314511(NAD 83)
 FE2593_MARKER: 42 = RADIO/TV MAST
 FE2593
 FE2593  HISTORY     - Date     Condition        Report By
 FE2593  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2593
 FE2593                          STATION DESCRIPTION
 FE2593
 FE2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2593'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE THREE MASTS OF THE
 FE2593'MEMPHIS NAVY AIR STATION GROUND TO AIR COMMUNICATIONS CENTER, LOCATED
 FE2593'IN THE NORTH SECTION OF THE BASE AND SITUATED AROUND BUILDING N-100.
 FE2593'
 FE2593'THE MASTS ARE OF UNIFORM CROSS-SECTION CONSTRUCTION, UNPAINTED AND
 FE2593'HAVE TWO SMALL RED OBSTRUCTION LIGHTS ON TOP. THE OVERALL HEIGHTS
 FE2593'ARE 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1984 ***********************************************************************
 FF1984  DESIGNATION -  MEMPHIS POWER LIGHT CO TANK
 FF1984  PID         -  FF1984
 FF1984  STATE/COUNTY-  TN/SHELBY
 FF1984  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1984
 FF1984                         *CURRENT SURVEY CONTROL
 FF1984  ___________________________________________________________________
 FF1984* NAD 83(1995)-  35 12 20.52469(N)    090 02 31.63845(W)     ADJUSTED  
 FF1984* NAVD 88     -                                                        
 FF1984  ___________________________________________________________________
 FF1984  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FF1984  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1984
 FF1984  HORZ ORDER  -  THIRD
 FF1984
 FF1984.The horizontal coordinates were established by classical geodetic methods
 FF1984.and adjusted by the National Geodetic Survey in April 1999..
 FF1984
 FF1984
 FF1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1984
 FF1984.The geoid height was determined by GEOID03.
 FF1984
 FF1984;                    North         East     Units Scale Factor Converg.
 FF1984;SPC TN       -   104,389.817   232,029.565   MT  1.00000811   -2 21 59.1
 FF1984;SPC TN       -   342,485.59    761,250.33   sFT  1.00000811   -2 21 59.1
 FF1984;SPC AR N     -    98,554.144   578,263.380   MT  0.99995763   +1 08 21.4
 FF1984;SPC AR N     -   323,339.72  1,897,185.77   sFT  0.99995763   +1 08 21.4
 FF1984;UTM  15      - 3,899,864.164   769,274.500   MT  1.00049370   +1 42 22.6
 FF1984;UTM  16      - 3,900,095.955   223,053.869   MT  1.00054536   -1 45 17.8
 FF1984
 FF1984                          SUPERSEDED SURVEY CONTROL
 FF1984
 FF1984  NAD 83(1995)-  35 12 20.52714(N)    090 02 31.63838(W) AD(       ) 4
 FF1984  NAD 83(1995)-  35 12 20.53000(N)    090 02 31.63760(W) AD(       ) 4
 FF1984  NAD 83(1986)-  35 12 20.53496(N)    090 02 31.63963(W) AD(       ) 4
 FF1984  NAD 27      -  35 12 20.21400(N)    090 02 31.31300(W) AD(       ) 3
 FF1984
 FF1984.Superseded values are not recommended for survey control.
 FF1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1984.See file dsdata.txt to determine how the superseded data were derived.
 FF1984
 FF1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6927599864(NAD 83)
 FF1984_MARKER: 53 = ELEVATED TANK
 FF1984
 FF1984  HISTORY     - Date     Condition        Report By
 FF1984  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1984
 FF1984                          STATION DESCRIPTION
 FF1984
 FF1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1984'THE STATION IS THE CENTER OF THE APEX OF THE MEMPHIS POWER
 FF1984'AND LIGHT CO., WATER TANK, LOCATED IN THE NORTHWEST EDGE
 FF1984'OF MEMPHIS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 FF1984'MILLINGTON ROAD AND BRANDON ROAD AND THE STANDPIPE OF THE
 FF1984'STRUCTURE IS 117 FEET SOUTH OF THE CENTERLINE OF MILLINGTON
 FF1984'ROAD.  IT IS A MUSHROOM SHAPED STEEL TANK, SUPPORTED BY AN
 FF1984'EIGHT LEGGED STEEL STRUCTURE PAINTED ALUMINUM, HAS THE MONOGRAM
 FF1984'HI IN RED AND BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF
 FF1984'THE TANK.  OVERALL HEIGHT IS 137 FEET.
 FF1984'
 FF1984'THE TANK IS OWNED BY THE MEMPHIS POWER AND LIGHT CO. AND IS
 FF1984'MAINTAINED BY THE MEMPHIS INTERNATIONAL HARVESTER CO.
 FF1984'
 FF1984'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF1984'51 AND MILLINGTON ROAD 1.2 MILES NORTH OF THE WOLF RIVER
 FF1984'BRIDGE IN THE NORTH SECTION OF MEMPHIS, GO WEST ON MILLINGTON
 FF1984'ROAD FOR 0.5 MILE TO BRANDON ROAD AND THE STATION SOUTHWEST
 FF1984'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2578 ***********************************************************************
 FE2578  DESIGNATION -  MEMPHIS RAD STA KIH 209 MAST
 FE2578  PID         -  FE2578
 FE2578  STATE/COUNTY-  TN/SHELBY
 FE2578  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2578
 FE2578                         *CURRENT SURVEY CONTROL
 FE2578  ___________________________________________________________________
 FE2578* NAD 83(1995)-  35 09 46.25633(N)    089 58 16.50626(W)     ADJUSTED  
 FE2578* NAVD 88     -                                                        
 FE2578  ___________________________________________________________________
 FE2578  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE2578  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2578
 FE2578  HORZ ORDER  -  THIRD
 FE2578
 FE2578.The horizontal coordinates were established by classical geodetic methods
 FE2578.and adjusted by the National Geodetic Survey in April 1999..
 FE2578
 FE2578
 FE2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2578
 FE2578.The geoid height was determined by GEOID03.
 FE2578
 FE2578;                    North         East     Units Scale Factor Converg.
 FE2578;SPC TN       -    99,375.339   238,284.712   MT  1.00001652   -2 19 29.7
 FE2578;SPC TN       -   326,033.92    781,772.43   sFT  1.00001652   -2 19 29.7
 FE2578;UTM  16      - 3,895,146.056   229,365.457   MT  1.00050276   -1 42 43.9
 FE2578;UTM  15      - 3,895,304.170   775,873.215   MT  1.00053805   +1 44 43.3
 FE2578
 FE2578                          SUPERSEDED SURVEY CONTROL
 FE2578
 FE2578  NAD 83(1995)-  35 09 46.25892(N)    089 58 16.50574(W) AD(       ) 4
 FE2578  NAD 83(1995)-  35 09 46.26176(N)    089 58 16.50602(W) AD(       ) 4
 FE2578  NAD 83(1986)-  35 09 46.26677(N)    089 58 16.50732(W) AD(       ) 4
 FE2578  NAD 27      -  35 09 45.94600(N)    089 58 16.18600(W) AD(       ) 3
 FE2578
 FE2578.Superseded values are not recommended for survey control.
 FE2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2578.See file dsdata.txt to determine how the superseded data were derived.
 FE2578
 FE2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2936595146(NAD 83)
 FE2578_MARKER: 42 = RADIO/TV MAST
 FE2578
 FE2578  HISTORY     - Date     Condition        Report By
 FE2578  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2578
 FE2578                          STATION DESCRIPTION
 FE2578
 FE2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2578'THE STATION IS THE CENTER OF THE TOP OF RADIO STATION KIH 209, MAST,
 FE2578'OWNED BY MEMPHIS LIGHT, GAS AND WATER DIVISION. IT IS LOCATED IN THE
 FE2578'NORTH CENTRAL SECTION OF MEMPHIS AT THE INTERSECTION OF NORTH BINGHAM
 FE2578'STREET AND HOUCK AVE, 250 FEET SOUTH OF HOUCK AVE.
 FE2578'
 FE2578'THE MAST IS A FOUR LEGGED STEEL STRUCUTRE, PAINTED IN ALTERNATE
 FE2578'SECTIONS OF RED AND WHITE, HAS A BLINKING RED LIGHT AT THE TOP AND
 FE2578'TWO SETS OF OBSTRUCTION LIGHTS AT 100 FOOT INTERVALS. THE OVERALL
 FE2578'HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1943 ***********************************************************************
 FF1943  DESIGNATION -  MEMPHIS RAD STA WDIA S CEN MST
 FF1943  PID         -  FF1943
 FF1943  STATE/COUNTY-  TN/SHELBY
 FF1943  USGS QUAD   -  LOCKE (1970)
 FF1943
 FF1943                         *CURRENT SURVEY CONTROL
 FF1943  ___________________________________________________________________
 FF1943* NAD 83(1995)-  35 16 04.12120(N)    090 01 02.49609(W)     ADJUSTED  
 FF1943* NAVD 88     -                                                        
 FF1943  ___________________________________________________________________
 FF1943  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FF1943  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1943
 FF1943  HORZ ORDER  -  THIRD
 FF1943
 FF1943.The horizontal coordinates were established by classical geodetic methods
 FF1943.and adjusted by the National Geodetic Survey in April 1999..
 FF1943
 FF1943
 FF1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1943
 FF1943.The geoid height was determined by GEOID03.
 FF1943
 FF1943;                    North         East     Units Scale Factor Converg.
 FF1943;SPC TN       -   111,182.017   234,565.238   MT  0.99999690   -2 21 06.9
 FF1943;SPC TN       -   364,769.67    769,569.45   sFT  0.99999690   -2 21 06.9
 FF1943;SPC AR N     -   105,488.350   580,378.882   MT  0.99995110   +1 09 13.3
 FF1943;SPC AR N     -   346,089.69  1,904,126.38   sFT  0.99995110   +1 09 13.3
 FF1943;UTM  15      - 3,906,822.809   771,322.244   MT  1.00050733   +1 43 23.6
 FF1943;UTM  16      - 3,906,918.413   225,518.398   MT  1.00052859   -1 44 35.9
 FF1943
 FF1943                          SUPERSEDED SURVEY CONTROL
 FF1943
 FF1943  NAD 83(1995)-  35 16 04.12785(N)    090 01 02.49638(W) AD(       ) 4
 FF1943  NAD 83(1995)-  35 16 04.13066(N)    090 01 02.49638(W) AD(       ) 4
 FF1943  NAD 83(1986)-  35 16 04.13208(N)    090 01 02.49710(W) AD(       ) 4
 FF1943  NAD 27      -  35 16 03.81700(N)    090 01 02.17300(W) AD(       ) 3
 FF1943
 FF1943.Superseded values are not recommended for survey control.
 FF1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1943.See file dsdata.txt to determine how the superseded data were derived.
 FF1943
 FF1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7132206823(NAD 83)
 FF1943_MARKER: 42 = RADIO/TV MAST
 FF1943
 FF1943  HISTORY     - Date     Condition        Report By
 FF1943  HISTORY     - 1958     FIRST OBSERVED   CGS
 FF1943
 FF1943                          STATION DESCRIPTION
 FF1943
 FF1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FF1943'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH CENTER MAST
 FF1943'OF A GROUP OF 6 MASTS OF RADIO STATION WDIA, LOCATED ABOUT
 FF1943'9 MILES NORTH OF DOWNTOWN MEMPHIS AND 9 MILES SOUTHWEST
 FF1943'OF MILLINGTON AND ABOUT 0.1 MILE WEST OF THE OK ROBINSON ROAD.
 FF1943'
 FF1943'THE TOWER IS OF UNIFORM CROSS-SECTION CONSTRUCTION, SUPPORTED
 FF1943'BY GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS OF ORANGE
 FF1943'AND WHITE.  THE OVERALL HEIGHT IS 243 FEET.
 FF1943'
 FF1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 FF1943'AND MILLINGTON ROAD, GO SOUTHWEST ON MILLINGTON ROAD FOR
 FF1943'0.15 MILE TO THE OK ROBINSON ROAD.  TURN RIGHT AND GO
 FF1943'NORTHERLY ON THE OK ROBINSON ROAD FOR 2.05 MILES TO A GRAVELED
 FF1943'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 FF1943'FOR ABOUT 0.1 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1980 ***********************************************************************
 FF1980  DESIGNATION -  MEMPHIS RADIO STA KIC 477 MAST
 FF1980  PID         -  FF1980
 FF1980  STATE/COUNTY-  TN/SHELBY
 FF1980  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1980
 FF1980                         *CURRENT SURVEY CONTROL
 FF1980  ___________________________________________________________________
 FF1980* NAD 83(1995)-  35 08 16.39297(N)    090 02 03.25445(W)     ADJUSTED  
 FF1980* NAVD 88     -                                                        
 FF1980  ___________________________________________________________________
 FF1980  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FF1980  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1980
 FF1980  HORZ ORDER  -  THIRD
 FF1980
 FF1980.The horizontal coordinates were established by classical geodetic methods
 FF1980.and adjusted by the National Geodetic Survey in April 1999..
 FF1980
 FF1980
 FF1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1980
 FF1980.The geoid height was determined by GEOID03.
 FF1980
 FF1980;                    North         East     Units Scale Factor Converg.
 FF1980;SPC TN       -    96,842.903   232,436.863   MT  1.00002168   -2 21 42.5
 FF1980;SPC TN       -   317,725.42    762,586.61   sFT  1.00002168   -2 21 42.5
 FF1980;SPC AR N     -    91,046.656   579,131.346   MT  0.99996609   +1 08 38.0
 FF1980;SPC AR N     -   298,708.90  1,900,033.42   sFT  0.99996609   +1 08 38.0
 FF1980;UTM  15      - 3,892,361.596   770,217.030   MT  1.00049998   +1 42 28.7
 FF1980;UTM  16      - 3,892,549.841   223,542.132   MT  1.00054204   -1 44 50.8
 FF1980
 FF1980                          SUPERSEDED SURVEY CONTROL
 FF1980
 FF1980  NAD 83(1995)-  35 08 16.39530(N)    090 02 03.25387(W) AD(       ) 4
 FF1980  NAD 83(1995)-  35 08 16.39877(N)    090 02 03.25368(W) AD(       ) 4
 FF1980  NAD 83(1986)-  35 08 16.40328(N)    090 02 03.25544(W) AD(       ) 4
 FF1980  NAD 27      -  35 08 16.07900(N)    090 02 02.92600(W) AD(       ) 3
 FF1980
 FF1980.Superseded values are not recommended for survey control.
 FF1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1980.See file dsdata.txt to determine how the superseded data were derived.
 FF1980
 FF1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7021792362(NAD 83)
 FF1980_MARKER: 42 = RADIO/TV MAST
 FF1980
 FF1980  HISTORY     - Date     Condition        Report By
 FF1980  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1980
 FF1980                          STATION DESCRIPTION
 FF1980
 FF1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1980'THE STATION IS THE CENTER OF THE TOP OF MEMPHIS, RADIO STATION
 FF1980'KIC 477, MAST, OWNED BY THE MEMPHIS LIGHT, GAS AND WATER
 FF1980'DIVISION, LOCATED AT 822 BEALE STREET IN THE WEST CENTRAL
 FF1980'SECTION OF MEMPHIS.  THE MAST IS ON THE TOP OF THE SERVICE
 FF1980'BUILDING AND IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE,
 FF1980'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  OVERALL
 FF1980'HEIGHT IS 212 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1966 ***********************************************************************
 FF1966  DESIGNATION -  MEMPHIS RADIO STA WREC NE MAST
 FF1966  PID         -  FF1966
 FF1966  STATE/COUNTY-  TN/SHELBY
 FF1966  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1966
 FF1966                         *CURRENT SURVEY CONTROL
 FF1966  ___________________________________________________________________
 FF1966* NAD 83(1995)-  35 11 43.22481(N)    090 00 35.61325(W)     ADJUSTED  
 FF1966* NAVD 88     -                                                        
 FF1966  ___________________________________________________________________
 FF1966  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FF1966  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1966
 FF1966  HORZ ORDER  -  THIRD
 FF1966
 FF1966.The horizontal coordinates were established by classical geodetic methods
 FF1966.and adjusted by the National Geodetic Survey in April 1999..
 FF1966
 FF1966
 FF1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1966
 FF1966.The geoid height was determined by GEOID03.
 FF1966
 FF1966;                    North         East     Units Scale Factor Converg.
 FF1966;SPC TN       -   103,120.574   234,914.786   MT  1.00001010   -2 20 51.2
 FF1966;SPC TN       -   338,321.42    770,716.26   sFT  1.00001010   -2 20 51.2
 FF1966;SPC AR N     -    97,463.755   581,220.662   MT  0.99995883   +1 09 29.0
 FF1966;SPC AR N     -   319,762.34  1,906,888.12   sFT  0.99995883   +1 09 29.0
 FF1966;UTM  15      - 3,898,802.499   772,244.040   MT  1.00051352   +1 43 28.0
 FF1966;UTM  16      - 3,898,856.929   225,953.999   MT  1.00052566   -1 44 09.2
 FF1966
 FF1966                          SUPERSEDED SURVEY CONTROL
 FF1966
 FF1966  NAD 83(1995)-  35 11 43.22743(N)    090 00 35.61295(W) AD(       ) 4
 FF1966  NAD 83(1995)-  35 11 43.23028(N)    090 00 35.61251(W) AD(       ) 4
 FF1966  NAD 83(1986)-  35 11 43.23532(N)    090 00 35.61441(W) AD(       ) 4
 FF1966  NAD 27      -  35 11 42.91700(N)    090 00 35.29100(W) AD(       ) 3
 FF1966
 FF1966.Superseded values are not recommended for survey control.
 FF1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1966.See file dsdata.txt to determine how the superseded data were derived.
 FF1966
 FF1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7224498802(NAD 83)
 FF1966_MARKER: 42 = RADIO/TV MAST
 FF1966
 FF1966  HISTORY     - Date     Condition        Report By
 FF1966  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1966  HISTORY     - 1959     GOOD             CGS
 FF1966
 FF1966                          STATION DESCRIPTION
 FF1966
 FF1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1966'THE STATION IS THE TOP OF THE MAST WHICH IS PAINTED IN ALTERNATE
 FF1966'SECTIONS OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT
 FF1966'OF THE MAST IS 421 FEET.
 FF1966'
 FF1966'THE MAST IS LOCATED JUST NORTHWEST OF THE INTERSECTION OF
 FF1966'OVERTON CROSSING AND HINDMAN FERRY ROAD WHICH IS ABOUT A MILE
 FF1966'NORTH OF THE MEMPHIS CITY LIMITS.
 FF1966
 FF1966                          STATION RECOVERY (1959)
 FF1966
 FF1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1966'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION
 FF1966'WHICH IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1975 ***********************************************************************
 FF1975  DESIGNATION -  MEMPHIS RADIO STA WREC SW MAST
 FF1975  PID         -  FF1975
 FF1975  STATE/COUNTY-  TN/SHELBY
 FF1975  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1975
 FF1975                         *CURRENT SURVEY CONTROL
 FF1975  ___________________________________________________________________
 FF1975* NAD 83(1995)-  35 11 39.52632(N)    090 00 37.63054(W)     ADJUSTED  
 FF1975* NAVD 88     -                                                        
 FF1975  ___________________________________________________________________
 FF1975  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FF1975  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1975
 FF1975  HORZ ORDER  -  THIRD
 FF1975
 FF1975.The horizontal coordinates were established by classical geodetic methods
 FF1975.and adjusted by the National Geodetic Survey in April 1999..
 FF1975
 FF1975
 FF1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1975
 FF1975.The geoid height was determined by GEOID03.
 FF1975
 FF1975;                    North         East     Units Scale Factor Converg.
 FF1975;SPC TN       -   103,008.780   234,859.127   MT  1.00001029   -2 20 52.4
 FF1975;SPC TN       -   337,954.64    770,533.65   sFT  1.00001029   -2 20 52.4
 FF1975;SPC AR N     -    97,348.772   581,171.945   MT  0.99995895   +1 09 27.8
 FF1975;SPC AR N     -   319,385.10  1,906,728.29   sFT  0.99995895   +1 09 27.8
 FF1975;UTM  15      - 3,898,686.976   772,196.436   MT  1.00051320   +1 43 26.7
 FF1975;UTM  16      - 3,898,744.489   225,899.508   MT  1.00052603   -1 44 10.2
 FF1975
 FF1975                          SUPERSEDED SURVEY CONTROL
 FF1975
 FF1975  NAD 83(1995)-  35 11 39.52884(N)    090 00 37.63027(W) AD(       ) 4
 FF1975  NAD 83(1995)-  35 11 39.53161(N)    090 00 37.62988(W) AD(       ) 4
 FF1975  NAD 83(1986)-  35 11 39.53666(N)    090 00 37.63176(W) AD(       ) 4
 FF1975  NAD 27      -  35 11 39.21600(N)    090 00 37.31000(W) AD(       ) 3
 FF1975
 FF1975.Superseded values are not recommended for survey control.
 FF1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1975.See file dsdata.txt to determine how the superseded data were derived.
 FF1975
 FF1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7219698687(NAD 83)
 FF1975_MARKER: 42 = RADIO/TV MAST
 FF1975
 FF1975  HISTORY     - Date     Condition        Report By
 FF1975  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1975
 FF1975                          STATION DESCRIPTION
 FF1975
 FF1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1975'THE STATION IS THE TOP OF THE MAST WHICH IS PAINTED IN ALTERNATE
 FF1975'SECTION OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT
 FF1975'OF THE MAST IS 421 FEET.
 FF1975'
 FF1975'THE MAST IS LOCATED JUST WEST OF THE INTERSECTION OF OVERTON
 FF1975'CROSSING ROAD AND HINDMAN FERRY ROAD WHICH IS ABOUT A MILE
 FF1975'NORTH OF THE MEMPHIS CITY LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1988 ***********************************************************************
 FF1988  DESIGNATION -  MEMPHIS RADIO STA WMPS SE MAST
 FF1988  PID         -  FF1988
 FF1988  STATE/COUNTY-  TN/SHELBY
 FF1988  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1988
 FF1988                         *CURRENT SURVEY CONTROL
 FF1988  ___________________________________________________________________
 FF1988* NAD 83(1995)-  35 13 21.35179(N)    090 02 31.71010(W)     ADJUSTED  
 FF1988* NAVD 88     -                                                        
 FF1988  ___________________________________________________________________
 FF1988  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FF1988  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1988
 FF1988  HORZ ORDER  -  THIRD
 FF1988
 FF1988.The horizontal coordinates were established by classical geodetic methods
 FF1988.and adjusted by the National Geodetic Survey in April 1999..
 FF1988
 FF1988
 FF1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1988
 FF1988.The geoid height was determined by GEOID03.
 FF1988
 FF1988;                    North         East     Units Scale Factor Converg.
 FF1988;SPC TN       -   106,262.870   232,105.156   MT  1.00000495   -2 21 59.1
 FF1988;SPC TN       -   348,630.77    761,498.33   sFT  1.00000495   -2 21 59.1
 FF1988;SPC AR N     -   100,428.221   578,224.298   MT  0.99995573   +1 08 21.4
 FF1988;SPC AR N     -   329,488.26  1,897,057.55   sFT  0.99995573   +1 08 21.4
 FF1988;UTM  15      - 3,901,738.768   769,216.832   MT  1.00049331   +1 42 25.1
 FF1988;UTM  16      - 3,901,970.717   223,109.509   MT  1.00054497   -1 45 20.5
 FF1988
 FF1988                          SUPERSEDED SURVEY CONTROL
 FF1988
 FF1988  NAD 83(1995)-  35 13 21.35745(N)    090 02 31.71087(W) AD(       ) 4
 FF1988  NAD 83(1995)-  35 13 21.36084(N)    090 02 31.71011(W) AD(       ) 4
 FF1988  NAD 83(1986)-  35 13 21.36246(N)    090 02 31.71136(W) AD(       ) 4
 FF1988  NAD 27      -  35 13 21.05500(N)    090 02 31.38900(W) AD(       ) 3
 FF1988
 FF1988.Superseded values are not recommended for survey control.
 FF1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1988.See file dsdata.txt to determine how the superseded data were derived.
 FF1988
 FF1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6921701739(NAD 83)
 FF1988_MARKER: 42 = RADIO/TV MAST
 FF1988
 FF1988  HISTORY     - Date     Condition        Report By
 FF1988  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1988
 FF1988                          STATION DESCRIPTION
 FF1988
 FF1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1988'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, RADIO
 FF1988'STATION, SE MAST, OWNED BY WMPS INC. RADIO CENTER, 112 UNION
 FF1988'AVENUE MEMPHIS, TENN.  THE MAST IS LOCATED IN THE NORTHWEST
 FF1988'SECTION OF MEMPHIS, 3627 BENJESTOWN ROAD AND IS THE SOUTHEASTERLY
 FF1988'ONE OF FOUR MASTS THAT SET IN A NW,SW,NE,SE DIRECTION AND
 FF1988'IS THE RADIO STATIONS NO. 3 TOWER.
 FF1988'
 FF1988'THE MAST IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE,
 FF1988'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, HAS A BLINKING
 FF1988'RED LIGHT AT THE TOP AND TWO SETS OF OBSTRUCTION LIGHTS AT
 FF1988'INTERVALS DOWN THE SIDE, OVERALL HEIGHT IS 405 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2011 ***********************************************************************
 FF2011  DESIGNATION -  MEMPHIS RADIO STA WHHM MAST
 FF2011  PID         -  FF2011
 FF2011  STATE/COUNTY-  TN/SHELBY
 FF2011  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2011
 FF2011                         *CURRENT SURVEY CONTROL
 FF2011  ___________________________________________________________________
 FF2011* NAD 83(1995)-  35 07 20.00311(N)    090 01 31.20184(W)     ADJUSTED  
 FF2011* NAVD 88     -                                                        
 FF2011  ___________________________________________________________________
 FF2011  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FF2011  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2011
 FF2011  HORZ ORDER  -  THIRD
 FF2011
 FF2011.The horizontal coordinates were established by classical geodetic methods
 FF2011.and adjusted by the National Geodetic Survey in April 1999..
 FF2011
 FF2011
 FF2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2011
 FF2011.The geoid height was determined by GEOID03.
 FF2011
 FF2011;                    North         East     Units Scale Factor Converg.
 FF2011;SPC TN       -    95,073.136   233,176.154   MT  1.00002501   -2 21 23.7
 FF2011;SPC TN       -   311,919.11    765,012.10   sFT  1.00002501   -2 21 23.7
 FF2011;SPC AR N     -    89,325.503   579,977.422   MT  0.99996824   +1 08 56.6
 FF2011;SPC AR N     -   293,062.09  1,902,809.26   sFT  0.99996824   +1 08 56.6
 FF2011;UTM  15      - 3,890,647.933   771,080.462   MT  1.00050575   +1 42 44.8
 FF2011;UTM  16      - 3,890,787.197   224,300.757   MT  1.00053688   -1 44 29.9
 FF2011
 FF2011                          SUPERSEDED SURVEY CONTROL
 FF2011
 FF2011  NAD 83(1995)-  35 07 20.00542(N)    090 01 31.20123(W) AD(       ) 4
 FF2011  NAD 83(1995)-  35 07 20.00894(N)    090 01 31.20127(W) AD(       ) 4
 FF2011  NAD 83(1986)-  35 07 20.01337(N)    090 01 31.20281(W) AD(       ) 4
 FF2011  NAD 27      -  35 07 19.68700(N)    090 01 30.87300(W) AD(       ) 3
 FF2011
 FF2011.Superseded values are not recommended for survey control.
 FF2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2011.See file dsdata.txt to determine how the superseded data were derived.
 FF2011
 FF2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7108090648(NAD 83)
 FF2011_MARKER: 42 = RADIO/TV MAST
 FF2011
 FF2011  HISTORY     - Date     Condition        Report By
 FF2011  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2011
 FF2011                          STATION DESCRIPTION
 FF2011
 FF2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2011'THE STATION IS THE CENTER OF THE TOP OF MEMPHIS RADIO STATION WHHM
 FF2011'MAST, LOCATED AT 912 SOMERVILLE STREET, AT THE EAST SIDE OF
 FF2011'ELMWOOD CEMETERY, 0.15 MILE WEST OF SOUTH BELLEVUE BLVD.
 FF2011'AND 0.05 MILE NORTH OF RYDER AVE. AND BELLA PL.
 FF2011'
 FF2011'THE MAST IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE
 FF2011'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS A
 FF2011'BLINKING RED LIGHT AT THE TOP.  OVERALL HEIGHT IS 400 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1974 ***********************************************************************
 FF1974  DESIGNATION -  MEMPHIS SEARS ROEBUCK FLAGPOLE
 FF1974  PID         -  FF1974
 FF1974  STATE/COUNTY-  TN/SHELBY
 FF1974  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1974
 FF1974                         *CURRENT SURVEY CONTROL
 FF1974  ___________________________________________________________________
 FF1974* NAD 83(1995)-  35 09 07.94849(N)    090 00 47.02629(W)     ADJUSTED  
 FF1974* NAVD 88     -                                                        
 FF1974  ___________________________________________________________________
 FF1974  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF1974  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1974
 FF1974  HORZ ORDER  -  THIRD
 FF1974
 FF1974.The horizontal coordinates were established by classical geodetic methods
 FF1974.and adjusted by the National Geodetic Survey in April 1999..
 FF1974
 FF1974
 FF1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1974
 FF1974.The geoid height was determined by GEOID03.
 FF1974
 FF1974;                    North         East     Units Scale Factor Converg.
 FF1974;SPC TN       -    98,351.099   234,430.138   MT  1.00001870   -2 20 57.9
 FF1974;SPC TN       -   322,673.56    769,126.21   sFT  1.00001870   -2 20 57.9
 FF1974;SPC AR N     -    92,673.822   581,028.566   MT  0.99996418   +1 09 22.3
 FF1974;SPC AR N     -   304,047.36  1,906,257.89   sFT  0.99996418   +1 09 22.3
 FF1974;UTM  15      - 3,894,008.261   772,099.149   MT  1.00051256   +1 43 14.8
 FF1974;UTM  16      - 3,894,080.096   225,520.151   MT  1.00052860   -1 44 09.1
 FF1974
 FF1974                          SUPERSEDED SURVEY CONTROL
 FF1974
 FF1974  NAD 83(1995)-  35 09 07.95086(N)    090 00 47.02578(W) AD(       ) 4
 FF1974  NAD 83(1995)-  35 09 07.95402(N)    090 00 47.02571(W) AD(       ) 4
 FF1974  NAD 83(1986)-  35 09 07.95886(N)    090 00 47.02736(W) AD(       ) 4
 FF1974  NAD 27      -  35 09 07.63600(N)    090 00 46.70000(W) AD(       ) 3
 FF1974
 FF1974.Superseded values are not recommended for survey control.
 FF1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1974.See file dsdata.txt to determine how the superseded data were derived.
 FF1974
 FF1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7209994008(NAD 83)
 FF1974_MARKER: 62 = FLAGPOLE
 FF1974
 FF1974  HISTORY     - Date     Condition        Report By
 FF1974  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1974
 FF1974                          STATION DESCRIPTION
 FF1974
 FF1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1974'THE STATION IS THE CENTER OF THE FLAGPOLE THAT IS ON THE
 FF1974'TOP OF THE SEARS-ROEBUCK AND CO., BRICK TOWER, LOCATED AT
 FF1974'495 NORTH WATKINS STREET IN THE NORTH SECTION OF MEMPHIS.
 FF1974'THE OVERALL HEIGHT IS 280 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2568 ***********************************************************************
 FE2568  DESIGNATION -  MEMPHIS SHEAHAN PUMP STA STACK
 FE2568  PID         -  FE2568
 FE2568  STATE/COUNTY-  TN/SHELBY
 FE2568  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2568
 FE2568                         *CURRENT SURVEY CONTROL
 FE2568  ___________________________________________________________________
 FE2568* NAD 83(1995)-  35 06 59.88332(N)    089 55 52.14319(W)     ADJUSTED  
 FE2568* NAVD 88     -                                                        
 FE2568  ___________________________________________________________________
 FE2568  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2568  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2568
 FE2568  HORZ ORDER  -  THIRD
 FE2568
 FE2568.The horizontal coordinates were established by classical geodetic methods
 FE2568.and adjusted by the National Geodetic Survey in April 1999..
 FE2568
 FE2568
 FE2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2568
 FE2568.The geoid height was determined by GEOID03.
 FE2568
 FE2568;                    North         East     Units Scale Factor Converg.
 FE2568;SPC TN       -    94,104.696   241,729.363   MT  1.00002621   -2 18 05.2
 FE2568;SPC TN       -   308,741.82    793,073.75   sFT  1.00002621   -2 18 05.2
 FE2568;UTM  16      - 3,889,910.143   232,867.994   MT  1.00047955   -1 41 13.6
 FE2568;UTM  15      - 3,890,288.590   779,685.205   MT  1.00056417   +1 45 59.3
 FE2568
 FE2568                          SUPERSEDED SURVEY CONTROL
 FE2568
 FE2568  NAD 83(1995)-  35 06 59.88548(N)    089 55 52.14204(W) AD(       ) 4
 FE2568  NAD 83(1995)-  35 06 59.88824(N)    089 55 52.14291(W) AD(       ) 4
 FE2568  NAD 83(1986)-  35 06 59.89350(N)    089 55 52.14376(W) AD(       ) 4
 FE2568  NAD 27      -  35 06 59.57200(N)    089 55 51.83000(W) AD(       ) 3
 FE2568
 FE2568.Superseded values are not recommended for survey control.
 FE2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2568.See file dsdata.txt to determine how the superseded data were derived.
 FE2568
 FE2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3286889910(NAD 83)
 FE2568_MARKER: 63 = STACK
 FE2568
 FE2568  HISTORY     - Date     Condition        Report By
 FE2568  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2568  HISTORY     - 1975     GOOD             NGS
 FE2568
 FE2568                          STATION DESCRIPTION
 FE2568
 FE2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2568'THE STATION IS THE TOP OF THE STACK LOCATED IN THE SOUTHEAST SECTION
 FE2568'OF MEMPHIS AT THE SOUTH END OF GRANDVIEW STREET. IT IS CONSTRUCTED OF
 FE2568'YELLOW BRICK. IT IS 10 FEET SOUTH OF THE SOUTH SIDE OF THE MAIN PUMP
 FE2568'HOUSE. THE OVERALL HEIGHT IS 225 FEET.
 FE2568'
 FE2568'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN AVENUE AND
 FE2568'GOODLETT STREET LOCATED AT THE NORTHWEST CORNER OF AUDUBON PARK,
 FE2568'GO NORTH ON GOODLETT STREET FOR 0.2 MILE TO GRANDVIEW AVENUE. TURN
 FE2568'LEFT AND GO WEST ON GRANDVIEW AVENUE FOR 0.3 MILE TO GRANDVIEW
 FE2568'STREET. TURN LEFT AND GO SOUTH ON GRANDVIEW STREET FOR 0.15 MILE TO
 FE2568'THE PUMP HOUSE AND THE STATION.
 FE2568
 FE2568                          STATION RECOVERY (1975)
 FE2568
 FE2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FE2568'THIS INTERSECTION STATION WAS RECOVERED AS ORIGINALLY DESCRIBED
 FE2568'AND APPEARS TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1995 ***********************************************************************
 FF1995  DESIGNATION -  MEMPHIS SOUTH CHIMNEY
 FF1995  PID         -  FF1995
 FF1995  STATE/COUNTY-  TN/SHELBY
 FF1995  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1995
 FF1995                         *CURRENT SURVEY CONTROL
 FF1995  ___________________________________________________________________
 FF1995* NAD 83(1995)-  35 07 34.76738(N)    090 03 01.78534(W)     ADJUSTED  
 FF1995* NAVD 88     -                                                        
 FF1995  ___________________________________________________________________
 FF1995  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF1995  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1995
 FF1995  HORZ ORDER  -  THIRD
 FF1995
 FF1995.The horizontal coordinates were established by classical geodetic methods
 FF1995.and adjusted by the National Geodetic Survey in April 1999..
 FF1995
 FF1995
 FF1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1995
 FF1995.The geoid height was determined by GEOID03.
 FF1995
 FF1995;                    North         East     Units Scale Factor Converg.
 FF1995;SPC TN       -    95,622.361   230,903.295   MT  1.00002413   -2 22 16.8
 FF1995;SPC TN       -   313,721.03    757,555.23   sFT  1.00002413   -2 22 16.8
 FF1995;SPC AR N     -    89,734.697   577,675.363   MT  0.99996767   +1 08 03.9
 FF1995;SPC AR N     -   294,404.59  1,895,256.59   sFT  0.99996767   +1 08 03.9
 FF1995;UTM  15      - 3,891,034.671   768,773.267   MT  1.00049039   +1 41 53.2
 FF1995;UTM  16      - 3,891,312.268   222,020.949   MT  1.00055244   -1 45 22.8
 FF1995
 FF1995                          SUPERSEDED SURVEY CONTROL
 FF1995
 FF1995  NAD 83(1995)-  35 07 34.76878(N)    090 03 01.78363(W) AD(       ) 4
 FF1995  NAD 83(1995)-  35 07 34.77169(N)    090 03 01.78293(W) AD(       ) 4
 FF1995  NAD 83(1986)-  35 07 34.77771(N)    090 03 01.78645(W) AD(       ) 4
 FF1995  NAD 27      -  35 07 34.45100(N)    090 03 01.45200(W) AD(       ) 3
 FF1995
 FF1995.Superseded values are not recommended for survey control.
 FF1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1995.See file dsdata.txt to determine how the superseded data were derived.
 FF1995
 FF1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6877391035(NAD 83)
 FF1995_MARKER: 85 = CHIMNEY
 FF1995
 FF1995  HISTORY     - Date     Condition        Report By
 FF1995  HISTORY     - 1914     FIRST OBSERVED   CGS
 FF1995
 FF1995                          STATION DESCRIPTION
 FF1995
 FF1995'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1986 ***********************************************************************
 FF1986  DESIGNATION -  MEMPHIS ST MARYS CATHOLIC CH
 FF1986  PID         -  FF1986
 FF1986  STATE/COUNTY-  TN/SHELBY
 FF1986  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1986
 FF1986                         *CURRENT SURVEY CONTROL
 FF1986  ___________________________________________________________________
 FF1986* NAD 83(1995)-  35 09 04.85274(N)    090 02 51.88139(W)     ADJUSTED  
 FF1986* NAVD 88     -                                                        
 FF1986  ___________________________________________________________________
 FF1986  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FF1986  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1986
 FF1986  HORZ ORDER  -  THIRD
 FF1986
 FF1986.The horizontal coordinates were established by classical geodetic methods
 FF1986.and adjusted by the National Geodetic Survey in April 1999..
 FF1986
 FF1986
 FF1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1986
 FF1986.The geoid height was determined by GEOID03.
 FF1986
 FF1986;                    North         East     Units Scale Factor Converg.
 FF1986;SPC TN       -    98,385.883   231,268.634   MT  1.00001887   -2 22 11.0
 FF1986;SPC TN       -   322,787.68    758,753.84   sFT  1.00001887   -2 22 11.0
 FF1986;SPC AR N     -    92,515.233   577,871.023   MT  0.99996430   +1 08 09.7
 FF1986;SPC AR N     -   303,527.06  1,895,898.51   sFT  0.99996430   +1 08 09.7
 FF1986;UTM  15      - 3,893,818.459   768,941.625   MT  1.00049150   +1 42 02.7
 FF1986;UTM  16      - 3,894,081.015   222,356.810   MT  1.00055013   -1 45 21.0
 FF1986
 FF1986                          SUPERSEDED SURVEY CONTROL
 FF1986
 FF1986  NAD 83(1995)-  35 09 04.85509(N)    090 02 51.88088(W) AD(       ) 4
 FF1986  NAD 83(1995)-  35 09 04.85854(N)    090 02 51.88048(W) AD(       ) 4
 FF1986  NAD 83(1986)-  35 09 04.86306(N)    090 02 51.88250(W) AD(       ) 4
 FF1986  NAD 27      -  35 09 04.53800(N)    090 02 51.55100(W) AD(       ) 3
 FF1986
 FF1986.Superseded values are not recommended for survey control.
 FF1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1986.See file dsdata.txt to determine how the superseded data were derived.
 FF1986
 FF1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6894293818(NAD 83)
 FF1986_MARKER: 90 = CHURCH SPIRE
 FF1986
 FF1986  HISTORY     - Date     Condition        Report By
 FF1986  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1986
 FF1986                          STATION DESCRIPTION
 FF1986
 FF1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1986'THE STATION IS THE CENTER OF THE BASE OF THE CROSS AT THE
 FF1986'TOP OF THE MEMPHIS, ST. MARYS CATHOLIC CHURCH SPIRE, LOCATED
 FF1986'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH THIRD
 FF1986'STREET AND MARKET AVENUE IN DOWNTOWN MEMPHIS.  THE SPIRE
 FF1986'IS COVERED WITH WHITE SHINGLES, HAS A GOLD COLORED CROSS
 FF1986'AT THE TOP AND IS OVER THE MAIN ENTRANCE OF THE WHITE CONCRETE
 FF1986'CHURCH.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1985 ***********************************************************************
 FF1985  DESIGNATION -  MEMPHIS STERICK BUILDING STACK
 FF1985  PID         -  FF1985
 FF1985  STATE/COUNTY-  TN/SHELBY
 FF1985  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1985
 FF1985                         *CURRENT SURVEY CONTROL
 FF1985  ___________________________________________________________________
 FF1985* NAD 83(1995)-  35 08 41.26212(N)    090 02 59.58174(W)     ADJUSTED  
 FF1985* NAVD 88     -                                                        
 FF1985  ___________________________________________________________________
 FF1985  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF1985  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1985
 FF1985  HORZ ORDER  -  THIRD
 FF1985
 FF1985.The horizontal coordinates were established by classical geodetic methods
 FF1985.and adjusted by the National Geodetic Survey in April 1999..
 FF1985
 FF1985
 FF1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1985
 FF1985.The geoid height was determined by GEOID03.
 FF1985
 FF1985;                    North         East     Units Scale Factor Converg.
 FF1985;SPC TN       -    97,667.547   231,043.817   MT  1.00002023   -2 22 15.5
 FF1985;SPC TN       -   320,430.94    758,016.26   sFT  1.00002023   -2 22 15.5
 FF1985;SPC AR N     -    91,784.534   577,690.561   MT  0.99996516   +1 08 05.2
 FF1985;SPC AR N     -   301,129.76  1,895,306.45   sFT  0.99996516   +1 08 05.2
 FF1985;UTM  15      - 3,893,085.632   768,768.281   MT  1.00049035   +1 41 57.3
 FF1985;UTM  16      - 3,893,359.928   222,139.589   MT  1.00055162   -1 45 24.4
 FF1985
 FF1985                          SUPERSEDED SURVEY CONTROL
 FF1985
 FF1985  NAD 83(1995)-  35 08 41.26446(N)    090 02 59.58122(W) AD(       ) 4
 FF1985  NAD 83(1995)-  35 08 41.26799(N)    090 02 59.58081(W) AD(       ) 4
 FF1985  NAD 83(1986)-  35 08 41.27247(N)    090 02 59.58286(W) AD(       ) 4
 FF1985  NAD 27      -  35 08 40.95300(N)    090 02 59.26100(W) AD(       ) 3
 FF1985
 FF1985.Superseded values are not recommended for survey control.
 FF1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1985.See file dsdata.txt to determine how the superseded data were derived.
 FF1985
 FF1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6876893086(NAD 83)
 FF1985_MARKER: 63 = STACK
 FF1985
 FF1985  HISTORY     - Date     Condition        Report By
 FF1985  HISTORY     - 1929     FIRST OBSERVED   CGS
 FF1985  HISTORY     - 1957     GOOD             CGS
 FF1985
 FF1985                          STATION DESCRIPTION
 FF1985
 FF1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1985'THE STATION WAS RECOVERED, BUT HAS NOT BEEN DESCRIBED.  A
 FF1985'DESCRIPTION FOLLOWS-
 FF1985'
 FF1985'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, STERICK
 FF1985'BUILDING STACK, LOCATED ON THE ROOF OF THE STERICK BUILDING
 FF1985'AT 3 RD. AND MADISON IN DOWNTOWN MEMPHIS.  IT IS A 5X4 FOOT
 FF1985'IRON STACK, PAINTED ALUMINUM AND RISES ABOUT 20 FEET ABOVE
 FF1985'THE NORTHEAST CORNER OF THE ROOF.  OVERALL HEIGHT 385 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1981 ***********************************************************************
 FF1981  DESIGNATION -  MEMPHIS THE HUMKO CO TANK
 FF1981  PID         -  FF1981
 FF1981  STATE/COUNTY-  TN/SHELBY
 FF1981  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1981
 FF1981                         *CURRENT SURVEY CONTROL
 FF1981  ___________________________________________________________________
 FF1981* NAD 83(1995)-  35 11 13.27165(N)    090 01 54.15421(W)     ADJUSTED  
 FF1981* NAVD 88     -                                                        
 FF1981  ___________________________________________________________________
 FF1981  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FF1981  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1981
 FF1981  HORZ ORDER  -  THIRD
 FF1981
 FF1981.The horizontal coordinates were established by classical geodetic methods
 FF1981.and adjusted by the National Geodetic Survey in April 1999..
 FF1981
 FF1981
 FF1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1981
 FF1981.The geoid height was determined by GEOID03.
 FF1981
 FF1981;                    North         East     Units Scale Factor Converg.
 FF1981;SPC TN       -   102,279.864   232,891.543   MT  1.00001171   -2 21 37.2
 FF1981;SPC TN       -   335,563.19    764,078.34   sFT  1.00001171   -2 21 37.2
 FF1981;SPC AR N     -    96,500.952   579,252.712   MT  0.99995982   +1 08 43.2
 FF1981;SPC AR N     -   316,603.54  1,900,431.61   sFT  0.99995982   +1 08 43.2
 FF1981;UTM  15      - 3,897,819.755   770,284.630   MT  1.00050042   +1 42 41.4
 FF1981;UTM  16      - 3,897,994.208   223,938.799   MT  1.00053933   -1 44 53.2
 FF1981
 FF1981                          SUPERSEDED SURVEY CONTROL
 FF1981
 FF1981  NAD 83(1995)-  35 11 13.27408(N)    090 01 54.15401(W) AD(       ) 4
 FF1981  NAD 83(1995)-  35 11 13.27707(N)    090 01 54.15350(W) AD(       ) 4
 FF1981  NAD 83(1986)-  35 11 13.28198(N)    090 01 54.15542(W) AD(       ) 4
 FF1981  NAD 27      -  35 11 12.96000(N)    090 01 53.82900(W) AD(       ) 3
 FF1981
 FF1981.Superseded values are not recommended for survey control.
 FF1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1981.See file dsdata.txt to determine how the superseded data were derived.
 FF1981
 FF1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7028597820(NAD 83)
 FF1981_MARKER: 52 = STANDPIPE TANK
 FF1981
 FF1981  HISTORY     - Date     Condition        Report By
 FF1981  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1981
 FF1981                          STATION DESCRIPTION
 FF1981
 FF1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1981'THE STATION IS THE CENTER OF THE APEX OF THE HUMKO CO., WATER
 FF1981'TANK, LOCATED IN THE NORTHWEST SECTION OF MEMPHIS, 1702
 FF1981'THOMAS STREET IN THE NORTHEAST PART OF THE HUMKO CO. GROUNDS.
 FF1981'IT IS A SPHERE-SHAPED STEEL TANK, SUPPORTED BY A SINGLE
 FF1981'COLUMN, THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND HAS THE
 FF1981'INSCRIPTION HUMKO IN BLUE LETTERS ON THE EAST AND WEST SIDES
 FF1981'OF THE TANK.  THE OVERALL HEIGHT IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2552 ***********************************************************************
 FE2552  DESIGNATION -  MEMPHIS TV STA WHBQ MAST
 FE2552  PID         -  FE2552
 FE2552  STATE/COUNTY-  TN/SHELBY
 FE2552  USGS QUAD   -  ELLENDALE (1993)
 FE2552
 FE2552                         *CURRENT SURVEY CONTROL
 FE2552  ___________________________________________________________________
 FE2552* NAD 83(1995)-  35 10 28.94061(N)    089 50 42.62584(W)     ADJUSTED  
 FE2552* NAVD 88     -                                                        
 FE2552  ___________________________________________________________________
 FE2552  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FE2552  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2552
 FE2552  HORZ ORDER  -  THIRD
 FE2552
 FE2552.The horizontal coordinates were established by classical geodetic methods
 FE2552.and adjusted by the National Geodetic Survey in April 1999..
 FE2552
 FE2552
 FE2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2552
 FE2552.The geoid height was determined by GEOID03.
 FE2552
 FE2552;                    North         East     Units Scale Factor Converg.
 FE2552;SPC TN       -   100,231.189   249,813.984   MT  1.00001414   -2 15 04.0
 FE2552;SPC TN       -   328,841.83    819,598.05   sFT  1.00001414   -2 15 04.0
 FE2552;UTM  16      - 3,896,125.436   240,890.109   MT  1.00042750   -1 38 23.8
 FE2552
 FE2552                          SUPERSEDED SURVEY CONTROL
 FE2552
 FE2552  NAD 83(1995)-  35 10 28.94597(N)    089 50 42.62445(W) AD(       ) 4
 FE2552  NAD 83(1995)-  35 10 28.94723(N)    089 50 42.62559(W) AD(       ) 4
 FE2552  NAD 83(1986)-  35 10 28.95179(N)    089 50 42.62604(W) AD(       ) 4
 FE2552  NAD 27      -  35 10 28.61200(N)    089 50 42.31900(W) AD(       ) 3
 FE2552
 FE2552.Superseded values are not recommended for survey control.
 FE2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2552.See file dsdata.txt to determine how the superseded data were derived.
 FE2552
 FE2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4089096125(NAD 83)
 FE2552_MARKER: 42 = RADIO/TV MAST
 FE2552
 FE2552  HISTORY     - Date     Condition        Report By
 FE2552  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2552  HISTORY     - 1957     GOOD             CGS
 FE2552
 FE2552                          STATION DESCRIPTION
 FE2552
 FE2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2552'STATION IS A RED FLASHING LIGHT ON TOP OF WHBQ TV MAST WHICH IS
 FE2552'LOCATED ABOUT 12 MILES ENE OF THE DOWN TOWN SECTION OF MEMPHIS AND
 FE2552'2-1/2 MILES SE OF BARTLETT.
 FE2552'
 FE2552'THE MAST IS A SLENDER STEEL, FRAMEWORK STRUCTURE 1073 FEET HIGH ABOVE
 FE2552'THE GROUND AND 1338 FEET ABOVE MEAN SEA LEVEL.
 FE2552
 FE2552                          STATION RECOVERY (1957)
 FE2552
 FE2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2552'THE STATION WAS RECOVERED AS DESCRIBED. THE 1956 DESCRIPTION IS
 FE2552'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2553 ***********************************************************************
 FE2553  DESIGNATION -  MEMPHIS TV STA WKNO MAST
 FE2553  PID         -  FE2553
 FE2553  STATE/COUNTY-  TN/SHELBY
 FE2553  USGS QUAD   -  ELLENDALE (1993)
 FE2553
 FE2553                         *CURRENT SURVEY CONTROL
 FE2553  ___________________________________________________________________
 FE2553* NAD 83(1995)-  35 09 14.23924(N)    089 49 19.03136(W)     ADJUSTED  
 FE2553* NAVD 88     -                                                        
 FE2553  ___________________________________________________________________
 FE2553  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FE2553  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2553
 FE2553  HORZ ORDER  -  THIRD
 FE2553
 FE2553.The horizontal coordinates were established by classical geodetic methods
 FE2553.and adjusted by the National Geodetic Survey in April 1999..
 FE2553
 FE2553
 FE2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2553
 FE2553.The geoid height was determined by GEOID03.
 FE2553
 FE2553;                    North         East     Units Scale Factor Converg.
 FE2553;SPC TN       -    97,847.949   251,837.769   MT  1.00001834   -2 14 15.1
 FE2553;SPC TN       -   321,022.81    826,237.75   sFT  1.00001834   -2 14 15.1
 FE2553;UTM  16      - 3,893,762.975   242,940.043   MT  1.00041446   -1 37 32.5
 FE2553
 FE2553                          SUPERSEDED SURVEY CONTROL
 FE2553
 FE2553  NAD 83(1995)-  35 09 14.24320(N)    089 49 19.03049(W) AD(       ) 4
 FE2553  NAD 83(1995)-  35 09 14.24485(N)    089 49 19.03139(W) AD(       ) 4
 FE2553  NAD 83(1986)-  35 09 14.24999(N)    089 49 19.03184(W) AD(       ) 4
 FE2553  NAD 27      -  35 09 13.93100(N)    089 49 18.72400(W) AD(       ) 3
 FE2553
 FE2553.Superseded values are not recommended for survey control.
 FE2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2553.See file dsdata.txt to determine how the superseded data were derived.
 FE2553
 FE2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4294093763(NAD 83)
 FE2553_MARKER: 42 = RADIO/TV MAST
 FE2553
 FE2553  HISTORY     - Date     Condition        Report By
 FE2553  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2553
 FE2553                          STATION DESCRIPTION
 FE2553
 FE2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2553'THE STATION IS THE CENTER OF THE TOP OF MEMPHIS TELEVISION STATION
 FE2553'WKNO TOWER, LOCATED ABOUT 13 MILES EAST OF DOWNTOWN MEMPHIS AND 4
 FE2553'MILES NORTH OF GERMANTOWN.
 FE2553'
 FE2553'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE
 FE2553'SECTIONS OF RED AND WHITE AND IS SUPPORTED BY GUY WIRES. THE
 FE2553'OVERALL HEIGHT IS 1073 FEET.
 FE2553'
 FE2553'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79, 70 AND 64
 FE2553'ABOUT 15 MILES NORTHEAST OF MEMPHIS, GO SOUTH ON 79, 70 AND 64 FOR
 FE2553'1.3 MILES TO A CROSSROAD TURN LEFT AND GO SOUTHEAST FOR 0.75 MILE TO
 FE2553'A T INTERSECTION. TURN RIGHT AND GO 0.4 MILE TO A Y INTERSECTION.
 FE2553'TAKE THE RIGHT FORK AND GO 1.25 MILES TO A CROSSROAD. TURN LEFT AND
 FE2553'FOLLOW MACON ROAD FOR 1.3 MILES TO A GRAVELED SIDE ROAD LEFT. TURN
 FE2553'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2579 ***********************************************************************
 FE2579  DESIGNATION -  MEMPHIS TV STA WMCT MAST
 FE2579  PID         -  FE2579
 FE2579  STATE/COUNTY-  TN/SHELBY
 FE2579  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2579
 FE2579                         *CURRENT SURVEY CONTROL
 FE2579  ___________________________________________________________________
 FE2579* NAD 83(1995)-  35 10 09.25057(N)    089 53 10.22916(W)     ADJUSTED  
 FE2579* NAVD 88     -                                                        
 FE2579  ___________________________________________________________________
 FE2579  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2579  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2579
 FE2579  HORZ ORDER  -  THIRD
 FE2579
 FE2579.The horizontal coordinates were established by classical geodetic methods
 FE2579.and adjusted by the National Geodetic Survey in April 1999..
 FE2579
 FE2579
 FE2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2579
 FE2579.The geoid height was determined by GEOID03.
 FE2579
 FE2579;                    North         East     Units Scale Factor Converg.
 FE2579;SPC TN       -    99,772.346   246,057.829   MT  1.00001523   -2 16 30.4
 FE2579;SPC TN       -   327,336.44    807,274.73   sFT  1.00001523   -2 16 30.4
 FE2579;UTM  16      - 3,895,626.322   237,137.471   MT  1.00045165   -1 39 48.1
 FE2579
 FE2579                          SUPERSEDED SURVEY CONTROL
 FE2579
 FE2579  NAD 83(1995)-  35 10 09.25424(N)    089 53 10.22835(W) AD(       ) 4
 FE2579  NAD 83(1995)-  35 10 09.25657(N)    089 53 10.22909(W) AD(       ) 4
 FE2579  NAD 83(1986)-  35 10 09.26311(N)    089 53 10.22836(W) AD(       ) 4
 FE2579  NAD 27      -  35 10 08.92500(N)    089 53 09.91600(W) AD(       ) 3
 FE2579
 FE2579.Superseded values are not recommended for survey control.
 FE2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2579.See file dsdata.txt to determine how the superseded data were derived.
 FE2579
 FE2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3713795626(NAD 83)
 FE2579_MARKER: 42 = RADIO/TV MAST
 FE2579
 FE2579  HISTORY     - Date     Condition        Report By
 FE2579  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2579  HISTORY     - 1958     GOOD             CGS
 FE2579
 FE2579                          STATION DESCRIPTION
 FE2579
 FE2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2579'STATION IS THE RED FLASHING LIGHT ON TOP OF WMCT TV MAST WHICH IS
 FE2579'LOCATED ABOUT 9.5 MILES EAST NORTHEAST OF THE DOWN TOWN SECTION
 FE2579'OF MEMPHIS AND 2-1/2 MILES SSW OF BARTLETT.
 FE2579'
 FE2579'THE MAST IS A SLENDER STEEL, FRAMEWORK WHICH IS 1088 FEET ABOVE THE
 FE2579'GROUND AND 1335 FEET ABOVE MEAN SEA LEVEL.
 FE2579
 FE2579                          STATION RECOVERY (1958)
 FE2579
 FE2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2579'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION IS
 FE2579'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2554 ***********************************************************************
 FE2554  DESIGNATION -  MEMPHIS TV STA WREC MAST
 FE2554  PID         -  FE2554
 FE2554  STATE/COUNTY-  TN/SHELBY
 FE2554  USGS QUAD   -  ELLENDALE (1993)
 FE2554
 FE2554                         *CURRENT SURVEY CONTROL
 FE2554  ___________________________________________________________________
 FE2554* NAD 83(1995)-  35 10 52.53376(N)    089 49 56.38876(W)     ADJUSTED  
 FE2554* NAVD 88     -                                                        
 FE2554  ___________________________________________________________________
 FE2554  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FE2554  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2554
 FE2554  HORZ ORDER  -  THIRD
 FE2554
 FE2554.The horizontal coordinates were established by classical geodetic methods
 FE2554.and adjusted by the National Geodetic Survey in April 1999..
 FE2554
 FE2554
 FE2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2554
 FE2554.The geoid height was determined by GEOID03.
 FE2554
 FE2554;                    North         East     Units Scale Factor Converg.
 FE2554;SPC TN       -   100,911.850   251,011.539   MT  1.00001284   -2 14 37.0
 FE2554;SPC TN       -   331,074.96    823,527.02   sFT  1.00001284   -2 14 37.0
 FE2554;UTM  16      - 3,896,819.112   242,080.827   MT  1.00041991   -1 37 58.0
 FE2554
 FE2554                          SUPERSEDED SURVEY CONTROL
 FE2554
 FE2554  NAD 83(1995)-  35 10 52.53913(N)    089 49 56.38773(W) AD(       ) 4
 FE2554  NAD 83(1995)-  35 10 52.54035(N)    089 49 56.38854(W) AD(       ) 4
 FE2554  NAD 83(1986)-  35 10 52.54487(N)    089 49 56.38920(W) AD(       ) 4
 FE2554  NAD 27      -  35 10 52.21100(N)    089 49 56.08800(W) AD(       ) 3
 FE2554
 FE2554.Superseded values are not recommended for survey control.
 FE2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2554.See file dsdata.txt to determine how the superseded data were derived.
 FE2554
 FE2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4208196819(NAD 83)
 FE2554_MARKER: 42 = RADIO/TV MAST
 FE2554
 FE2554  HISTORY     - Date     Condition        Report By
 FE2554  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2554  HISTORY     - 1957     GOOD             CGS
 FE2554  HISTORY     - 20030730 GOOD             GEOCAC
 FE2554
 FE2554                          STATION DESCRIPTION
 FE2554
 FE2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2554'STATION IS A FLASHING RED LIGHT ON TOP OF WREC TV MAST WHICH IS
 FE2554'LOCATED ABOUT 13 MILES ENE OF THE DOWN TOWN SECTION OF MEMPHIS AND
 FE2554'2-1/2 MILES SE OF BARTLETT.
 FE2554'
 FE2554'THE MAST IS A SLENDER STEEL, FRAMEWORK STRUCTURE 1078 FEET HIGH ABOVE
 FE2554'THE GROUND AND 1343 FEET ABOVE THE MEAN SEA LEVEL.
 FE2554
 FE2554                          STATION RECOVERY (1957)
 FE2554
 FE2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2554'THE STATION WAS RECOVERED AS DESCRIBED. THE 1956 DESCRIPTION IS
 FE2554'ADEQUATE.
 FE2554
 FE2554                          STATION RECOVERY (2003)
 FE2554
 FE2554'RECOVERY NOTE BY GEOCACHING 2003
 FE2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2000 ***********************************************************************
 FF2000  DESIGNATION -  MEMPHIS TVA STEAM PLANT N STK
 FF2000  PID         -  FF2000
 FF2000  STATE/COUNTY-  TN/SHELBY
 FF2000  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF2000
 FF2000                         *CURRENT SURVEY CONTROL
 FF2000  ___________________________________________________________________
 FF2000* NAD 83(1995)-  35 07 35.31485(N)    090 03 01.76176(W)     ADJUSTED  
 FF2000* NAVD 88     -                                                        
 FF2000  ___________________________________________________________________
 FF2000  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF2000  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2000
 FF2000  HORZ ORDER  -  THIRD
 FF2000
 FF2000.The horizontal coordinates were established by classical geodetic methods
 FF2000.and adjusted by the National Geodetic Survey in April 1999..
 FF2000
 FF2000
 FF2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2000
 FF2000.The geoid height was determined by GEOID03.
 FF2000
 FF2000;                    North         East     Units Scale Factor Converg.
 FF2000;SPC TN       -    95,639.194   230,904.590   MT  1.00002410   -2 22 16.7
 FF2000;SPC TN       -   313,776.26    757,559.48   sFT  1.00002410   -2 22 16.7
 FF2000;SPC AR N     -    89,751.577   577,675.626   MT  0.99996765   +1 08 03.9
 FF2000;SPC AR N     -   294,459.97  1,895,257.45   sFT  0.99996765   +1 08 03.9
 FF2000;UTM  15      - 3,891,051.561   768,773.364   MT  1.00049039   +1 41 53.2
 FF2000;UTM  16      - 3,891,329.123   222,022.064   MT  1.00055243   -1 45 22.8
 FF2000
 FF2000                          SUPERSEDED SURVEY CONTROL
 FF2000
 FF2000  NAD 83(1995)-  35 07 35.31737(N)    090 03 01.76116(W) AD(       ) 4
 FF2000  NAD 83(1995)-  35 07 35.32130(N)    090 03 01.76102(W) AD(       ) 4
 FF2000  NAD 83(1986)-  35 07 35.32517(N)    090 03 01.76283(W) AD(       ) 4
 FF2000  NAD 27      -  35 07 34.99800(N)    090 03 01.43200(W) AD(       ) 3
 FF2000
 FF2000.Superseded values are not recommended for survey control.
 FF2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2000.See file dsdata.txt to determine how the superseded data were derived.
 FF2000
 FF2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6877391052(NAD 83)
 FF2000_MARKER: 63 = STACK
 FF2000
 FF2000  HISTORY     - Date     Condition        Report By
 FF2000  HISTORY     - 1914     FIRST OBSERVED   CGS
 FF2000  HISTORY     - 1954     GOOD             CGS
 FF2000  HISTORY     - 1957     GOOD             CGS
 FF2000
 FF2000                          STATION DESCRIPTION
 FF2000
 FF2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2000'THE STATION IS LOCATED IN THE WEST PART OF TOWN, 1 BLOCK NORTH
 FF2000'OF E.H. CRUMP BLVD. AND 100 FEET EAST OF SOUTH 4TH ST.  IT
 FF2000'IS A LARGE CONCRETE STACK 15 FEET IN DIAMETER AT THE BASE
 FF2000'AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 250 FEET.
 FF2000'
 FF2000'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF STACK.
 FF2000
 FF2000                          STATION RECOVERY (1957)
 FF2000
 FF2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2000'THIS STATION WAS LISTED IN 1914 AS MEMPHIS, NEXT CHIMNEY
 FF2000'AND IN 1954 AS MEMPHIS, LIGHT GAS AND WATER CO., NORTH STACK.
 FF2000'IN 1954 THE STATION WAS DESCRIBED AND THE DESCRIPTION IS
 FF2000'ADEQUATE WITH THE EXCEPTION OF THE NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8976 ***********************************************************************
 DF8976  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8976  DESIGNATION -  MEMPHIS WAAS 1 CORS ARP
 DF8976  CORS_ID     -  ZME1
 DF8976  PID         -  DF8976
 DF8976  STATE/COUNTY-  TN/SHELBY
 DF8976  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 DF8976
 DF8976                         *CURRENT SURVEY CONTROL
 DF8976  ___________________________________________________________________
 DF8976* NAD 83(CORS)-  35 04 02.59504(N)    089 57 19.30181(W)     ADJUSTED  
 DF8976* NAVD 88     -                                                        
 DF8976  ___________________________________________________________________
 DF8976  EPOCH DATE  -        2002.00
 DF8976  X           -       4,071.657 (meters)                     COMP
 DF8976  Y           -  -5,226,190.378 (meters)                     COMP
 DF8976  Z           -   3,644,028.287 (meters)                     COMP
 DF8976  ELLIP HEIGHT-          69.41  (meters)          (11/??/03) GPS OBS
 DF8976  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF8976
 DF8976  HORZ ORDER  -  SPECIAL (CORS)
 DF8976  ELLP ORDER  -  SPECIAL (CORS)
 DF8976
 DF8976.ITRF positions are available for this station.
 DF8976.The coordinates were established by GPS observations
 DF8976.and adjusted by the National Geodetic Survey in November 2003..
 DF8976.The coordinates are valid at the epoch date displayed above.
 DF8976.The epoch date for horizontal control is a decimal equivalence
 DF8976.of Year/Month/Day.
 DF8976
 DF8976
 DF8976.The PID for the CORS L1 Phase Center is DH8935.
 DF8976
 DF8976.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8976
 DF8976.The ellipsoidal height was determined by GPS observations
 DF8976.and is referenced to NAD 83.
 DF8976
 DF8976.The geoid height was determined by GEOID03.
 DF8976
 DF8976;                    North         East     Units Scale Factor Converg.
 DF8976;SPC TN       -    88,734.342   239,303.326   MT  1.00003724   -2 18 56.3
 DF8976;SPC TN       -   291,122.59    785,114.33   sFT  1.00003724   -2 18 56.3
 DF8976
 DF8976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8976!SPC TN       -   0.99998911  x   1.00003724  =   1.00002634
 DF8976
 DF8976                          SUPERSEDED SURVEY CONTROL
 DF8976
 DF8976.No superseded survey control is available for this station.
 DF8976
 DF8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3049984512(NAD 83)
 DF8976_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8976
 DF8976                          STATION DESCRIPTION
 DF8976
 DF8976'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8976'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8976'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8976'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8976'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8976'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH8935 ***********************************************************************
 DH8935  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8935  DESIGNATION -  MEMPHIS WAAS 1 CORS L1 PHASE CENTER
 DH8935  CORS_ID     -  ZME1
 DH8935  PID         -  DH8935
 DH8935  STATE/COUNTY-  TN/SHELBY
 DH8935  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 DH8935
 DH8935                         *CURRENT SURVEY CONTROL
 DH8935  ___________________________________________________________________
 DH8935* NAD 83(CORS)-  35 04 02.59504(N)    089 57 19.30195(W)     ADJUSTED  
 DH8935* NAVD 88     -                                                        
 DH8935  ___________________________________________________________________
 DH8935  EPOCH DATE  -        2002.00
 DH8935  X           -       4,071.654 (meters)                     COMP
 DH8935  Y           -  -5,226,190.754 (meters)                     COMP
 DH8935  Z           -   3,644,028.552 (meters)                     COMP
 DH8935  ELLIP HEIGHT-          69.87  (meters)          (11/??/03) GPS OBS
 DH8935  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DH8935
 DH8935  HORZ ORDER  -  SPECIAL (CORS)
 DH8935  ELLP ORDER  -  SPECIAL (CORS)
 DH8935
 DH8935.ITRF positions are available for this station.
 DH8935.The coordinates were established by GPS observations
 DH8935.and adjusted by the National Geodetic Survey in November 2003..
 DH8935.The coordinates are valid at the epoch date displayed above.
 DH8935.The epoch date for horizontal control is a decimal equivalence
 DH8935.of Year/Month/Day.
 DH8935
 DH8935
 DH8935.The PID for the CORS ARP is DF8976.
 DH8935
 DH8935.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8935
 DH8935.The ellipsoidal height was determined by GPS observations
 DH8935.and is referenced to NAD 83.
 DH8935
 DH8935.The geoid height was determined by GEOID03.
 DH8935
 DH8935;                    North         East     Units Scale Factor Converg.
 DH8935;SPC TN       -    88,734.342   239,303.322   MT  1.00003724   -2 18 56.3
 DH8935;SPC TN       -   291,122.59    785,114.32   sFT  1.00003724   -2 18 56.3
 DH8935
 DH8935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8935!SPC TN       -   0.99998903  x   1.00003724  =   1.00002627
 DH8935
 DH8935                          SUPERSEDED SURVEY CONTROL
 DH8935
 DH8935.No superseded survey control is available for this station.
 DH8935
 DH8935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3049984512(NAD 83)
 DH8935_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8935
 DH8935                          STATION DESCRIPTION
 DH8935
 DH8935'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8935'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8935'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8935'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8935'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8935'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2463 ***********************************************************************
 FE2463  DESIGNATION -  MERCER
 FE2463  PID         -  FE2463
 FE2463  STATE/COUNTY-  TN/MADISON
 FE2463  USGS QUAD   -  MERCER (1981)
 FE2463
 FE2463                         *CURRENT SURVEY CONTROL
 FE2463  ___________________________________________________________________
 FE2463* NAD 83(1995)-  35 28 18.34570(N)    089 02 11.47731(W)     ADJUSTED  
 FE2463* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 FE2463  ___________________________________________________________________
 FE2463  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2463  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2463
 FE2463  HORZ ORDER  -  THIRD
 FE2463
 FE2463.The horizontal coordinates were established by classical geodetic methods
 FE2463.and adjusted by the National Geodetic Survey in April 1999..
 FE2463
 FE2463.The orthometric height was scaled from a topographic map.
 FE2463
 FE2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2463
 FE2463.The geoid height was determined by GEOID03.
 FE2463
 FE2463;                    North         East     Units Scale Factor Converg.
 FE2463;SPC TN       -   130,583.048   324,454.828   MT  0.99996827   -1 46 39.7
 FE2463;SPC TN       -   428,421.22  1,064,482.21   sFT  0.99996827   -1 46 39.7
 FE2463;UTM  16      - 3,927,267.882   315,224.125   MT  1.00002076   -1 10 55.7
 FE2463
 FE2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2463!SPC TN       -   0.99998306  x   0.99996827  =   0.99995133
 FE2463!UTM  16      -   0.99998306  x   1.00002076  =   1.00000382
 FE2463
 FE2463|---------------------------------------------------------------------|
 FE2463| PID    Reference Object                     Distance      Geod. Az  |
 FE2463|                                                           dddmmss.s |
 FE2463| CG4568 MERCER RM 1                           9.612 METERS 07942     |
 FE2463| CG4567 MERCER AZ MK                                       0992037.0 |
 FE2463| CG4569 MERCER RM 2                           9.632 METERS 25615     |
 FE2463|---------------------------------------------------------------------|
 FE2463
 FE2463                          SUPERSEDED SURVEY CONTROL
 FE2463
 FE2463  NAD 83(1995)-  35 28 18.35137(N)    089 02 11.48095(W) AD(       ) 3
 FE2463  NAD 83(1986)-  35 28 18.35740(N)    089 02 11.47805(W) AD(       ) 3
 FE2463  NAD 27      -  35 28 18.07560(N)    089 02 11.24460(W) AD(       ) 3
 FE2463
 FE2463.Superseded values are not recommended for survey control.
 FE2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2463.See file dsdata.txt to determine how the superseded data were derived.
 FE2463
 FE2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1522427268(NAD 83)
 FE2463_MARKER: DS = TRIANGULATION STATION DISK
 FE2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2463
 FE2463  HISTORY     - Date     Condition        Report By
 FE2463  HISTORY     - 1958     MONUMENTED       CGS
 FE2463
 FE2463                          STATION DESCRIPTION
 FE2463
 FE2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2463'THE STATION IS LOCATED ON A PROMINENT KNOLL IN THE SOUTHEAST EDGE OF
 FE2463'THE TOWN OF MERCER ON THE PROPERTY OF MR. G.S.  YANDELL JR.,
 FE2463'ABOUT 200 FEET EAST OF HIS RESIDENCE.  IT IS 44 FEET SOUTH OF AN 8
 FE2463'INCH PEAR TREE, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 2
 FE2463'FEET NORTH OF A FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2463'STAMPED MERCER 1958.
 FE2463'
 FE2463'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE2463'SQUARE IN JACKSON, GO WEST ON U.S. HIGHWAY 70 AND STATE HIGHWAY
 FE2463'20 FOR 0.6 MILE TO THE JUNCTION OF HIGHWAYS 70 AND 20.  CONTINUE WEST
 FE2463'ON HIGHWAY 70 FOR 13.75 MILES TO A CROSSROAD (JUNCTION OF U.S.
 FE2463'HIGHWAY 70, STATE HIGHWAY 138 AND PROVIDENCE ROAD).  TURN LEFT AND GO
 FE2463'SOUTH ON STATE HIGHWAY 138 FOR 5.25 MILES TO WILLIAM HILL
 FE2463'SCHOOL ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 138 FOR 2.55 MILES TO
 FE2463'THE RAILROAD CROSSING IN THE TOWN OF MERCER.  CONTINUE SOUTH
 FE2463'UPGRADE FOR 0.55 MILE TO A GRAVELED ROAD RIGHT*.  TURN RIGHT AND GO
 FE2463'SOUTHEAST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE HOME OF MR. G.S.
 FE2463'YANDELL JR. AND STATION AS DESCRIBED.
 FE2463'
 FE2463'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD RIGHT, GO EASTERLY
 FE2463'ON STATE HIGHWAY 138 FOR 1.1 MILE TO THE MARK ON THE LEFT, NORTH
 FE2463'SIDE OF THE HIGHWAY.
 FE2463'
 FE2463'THE AZIMUTH MARK IS 65 FEET SOUTH OF A WIRE FENCE, 57 FEET NORTH OF
 FE2463'THE CENTERLINE OF STATE HIGHWAY 138 AND 2 FEET NORTHWEST OF A
 FE2463'WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2463'STAMPED MERCER 1958.
 FE2463'
 FE2463'REFERENCE MARK 1 IS 48 FEET WEST OF A FENCE CORNER, 40 FEET SOUTHWEST
 FE2463'OF A TWIN PEAR TREE, 36 FEET EAST OF A WHITE WITNESS POST AND 1
 FE2463'FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2463'MERCER NO 1 1958.
 FE2463'
 FE2463'REFERENCE MARK 2 IS 36 FEET SOUTH OF THE 8 INCH PEAR TREE, 27 FEET
 FE2463'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 FE2463'MONUMENT IS FLUSH AND THE DISK IS STAMPED MERCER NO 2 1958.
 FE2463'
 FE2463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2440 ***********************************************************************
 FE2440  DESIGNATION -  MERIDIAN
 FE2440  PID         -  FE2440
 FE2440  STATE/COUNTY-  TN/HAYWOOD
 FE2440  USGS QUAD   -  BROWNSVILLE (1983)
 FE2440
 FE2440                         *CURRENT SURVEY CONTROL
 FE2440  ___________________________________________________________________
 FE2440* NAD 83(1995)-  35 36 53.72957(N)    089 18 23.03283(W)     ADJUSTED  
 FE2440* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2440  ___________________________________________________________________
 FE2440  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 FE2440  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2440
 FE2440  HORZ ORDER  -  THIRD
 FE2440
 FE2440.The horizontal coordinates were established by classical geodetic methods
 FE2440.and adjusted by the National Geodetic Survey in April 1999..
 FE2440
 FE2440.The orthometric height was scaled from a topographic map.
 FE2440
 FE2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2440
 FE2440.The geoid height was determined by GEOID03.
 FE2440
 FE2440;                    North         East     Units Scale Factor Converg.
 FE2440;SPC TN       -   147,250.882   300,510.677   MT  0.99995568   -1 56 08.5
 FE2440;SPC TN       -   483,105.60    985,925.45   sFT  0.99995568   -1 56 08.5
 FE2440;UTM  16      - 3,943,688.533   291,105.670   MT  1.00013776   -1 20 36.9
 FE2440
 FE2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2440!SPC TN       -   0.99998506  x   0.99995568  =   0.99994074
 FE2440!UTM  16      -   0.99998506  x   1.00013776  =   1.00012282
 FE2440
 FE2440:                Primary Azimuth Mark                     Grid Az
 FE2440:SPC TN       -  BROWNSVILLE MUN TANK                     119 14 51.6
 FE2440:UTM  16      -  BROWNSVILLE MUN TANK                     118 39 20.0
 FE2440
 FE2440|---------------------------------------------------------------------|
 FE2440| PID    Reference Object                     Distance      Geod. Az  |
 FE2440|                                                           dddmmss.s |
 FE2440| FE2436 BROWNSVILLE MUN TANK                APPROX. 4.8 KM 1171843.1 |
 FE2440| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 4.7 KM 1181436.2 |
 FE2440| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 5.3 KM 1233522.0 |
 FE2440| CG4570 MERIDIAN AZ MK                                     1331118.7 |
 FE2440| CG4571 MERIDIAN RM 1                        29.751 METERS 15740     |
 FE2440| CG4572 MERIDIAN RM 2                        16.580 METERS 26029     |
 FE2440|---------------------------------------------------------------------|
 FE2440
 FE2440                          SUPERSEDED SURVEY CONTROL
 FE2440
 FE2440  NAD 83(1995)-  35 36 53.73530(N)    089 18 23.03465(W) AD(       ) 3
 FE2440  NAD 83(1986)-  35 36 53.74108(N)    089 18 23.03352(W) AD(       ) 3
 FE2440  NAD 27      -  35 36 53.45910(N)    089 18 22.78280(W) AD(       ) 3
 FE2440
 FE2440.Superseded values are not recommended for survey control.
 FE2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2440.See file dsdata.txt to determine how the superseded data were derived.
 FE2440
 FE2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9110643689(NAD 83)
 FE2440_MARKER: DS = TRIANGULATION STATION DISK
 FE2440_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2440
 FE2440  HISTORY     - Date     Condition        Report By
 FE2440  HISTORY     - 1958     MONUMENTED       CGS
 FE2440
 FE2440                          STATION DESCRIPTION
 FE2440
 FE2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2440'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF BROWNSVILLE ON THE
 FE2440'NORTHEAST SIDE OF STATE HIGHWAY 19, ON THE PROPERTY OF RAY
 FE2440'YELVERTON.  IT IS 2 FEET NORTHWEST OF A WIRE FENCE, 47 FEET NORTHEAST
 FE2440'OF A WHITE WITNESS POST, 79 FEET NORTHEAST OF THE CENTERLINE OF
 FE2440'STATE HIGHWAY 19 AND 193 FEET EAST OF THE EAST CORNER OF A FRAME
 FE2440'HOUSE.  THE MARK IS 16 INCHES UNDERGROUND AND THE DISK IS
 FE2440'STAMPED MERIDIAN 1958.
 FE2440'
 FE2440'TO REACH THE STATION FROM THE WEST SIDE OF BROWNSVILLE AND THE
 FE2440'JUNCTION OF U.S. HIGHWAY 70-79 AND STATE HIGHWAY 19-54, GO WEST ON
 FE2440'STATE HIGHWAY 19-54 FOR 0.3 MILE TO THE JUNCTION OF HIGHWAYS 19-54.
 FE2440'TURN RIGHT AND GO NORTHWEST ON HIGHWAY 19 FOR 2.9 MILES TO THE
 FE2440'STATION ON THE RIGHT.
 FE2440'
 FE2440'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 FE2440'19 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE
 FE2440'HIGHWAY.
 FE2440'
 FE2440'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2440'19, 89 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2440'FLUSH AND THE DISK IS STAMPED MERIDIAN NO 1 1958.
 FE2440'
 FE2440'REFERENCE MARK 2 IS 32 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2440'19, AND 54 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2440'FLUSH AND THE DISK IS STAMPED MERIDIAN NO 2 1958.
 FE2440'
 FE2440'THE AZIMUTH MARK IS 4 FEET NORTHWEST OF A WHITE WITNESS POST, 32 FEET
 FE2440'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 19 AND 37 FEET SOUTHEAST OF
 FE2440'A PAVED DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2440'MERIDIAN 1958.
 FE2440'
 FE2440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0691 ***********************************************************************
 FD0691  DESIGNATION -  MERIDIAN MK
 FD0691  PID         -  FD0691
 FD0691  STATE/COUNTY-  TN/HICKMAN
 FD0691  USGS QUAD   -  CENTERVILLE (1987)
 FD0691
 FD0691                         *CURRENT SURVEY CONTROL
 FD0691  ___________________________________________________________________
 FD0691* NAD 83(1986)-  35 46 43.     (N)    087 28 01.     (W)     SCALED    
 FD0691* NAVD 88     -       192.319  (meters)     630.97   (feet)  ADJUSTED  
 FD0691  ___________________________________________________________________
 FD0691  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0691  DYNAMIC HT  -         192.149 (meters)     630.41  (feet)  COMP
 FD0691  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FD0691
 FD0691  VERT ORDER  -  SECOND    CLASS 0
 FD0691
 FD0691.The horizontal coordinates were scaled from a topographic map and have
 FD0691.an estimated accuracy of +/- 6 seconds.
 FD0691
 FD0691.The orthometric height was determined by differential leveling
 FD0691.and adjusted by the National Geodetic Survey in June 1991..
 FD0691
 FD0691.The geoid height was determined by GEOID03.
 FD0691
 FD0691.The dynamic height is computed by dividing the NAVD 88
 FD0691.geopotential number by the normal gravity value computed on the
 FD0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0691.degrees latitude (g = 980.6199 gals.).
 FD0691
 FD0691.The modeled gravity was interpolated from observed gravity values.
 FD0691
 FD0691;                    North         East    Units  Estimated Accuracy
 FD0691;SPC TN       -   161,350.      467,380.      MT  (+/- 180 meters Scaled)
 FD0691
 FD0691                          SUPERSEDED SURVEY CONTROL
 FD0691
 FD0691  NGVD 29 (??/??/92)  192.308  (m)          630.93   (f) ADJ UNCH    2 0
 FD0691
 FD0691.Superseded values are not recommended for survey control.
 FD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0691.See file dsdata.txt to determine how the superseded data were derived.
 FD0691
 FD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE577594(NAD 83)
 FD0691_MARKER: DD = SURVEY DISK
 FD0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0691_SP_SET: BLOCK
 FD0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0691
 FD0691  HISTORY     - Date     Condition        Report By
 FD0691  HISTORY     - UNK      MONUMENTED       USGS
 FD0691  HISTORY     - 1943     GOOD             NGS
 FD0691
 FD0691                          STATION DESCRIPTION
 FD0691
 FD0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0691'AT CENTERVILLE.
 FD0691'AT CENTERVILLE, IN FRONT OF A DRUG STORE OCCUPYING THE BUILDING
 FD0691'NEXT TO THE POST OFFICE, AT THE NORTH EDGE OF THE WALK ON THE
 FD0691'SOUTH SIDE OF THE SQUARE, AND 8 FEET WEST OF A GASOLINE PUMP.
 FD0691'A U.S. GEOLOGICAL SURVEY STANDARD DISK, SET IN A STONE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1973 ***********************************************************************
 FF1973  DESIGNATION -  METHODIST
 FF1973  PID         -  FF1973
 FF1973  STATE/COUNTY-  TN/SHELBY
 FF1973  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1973
 FF1973                         *CURRENT SURVEY CONTROL
 FF1973  ___________________________________________________________________
 FF1973* NAD 83(1995)-  35 08 10.55972(N)    090 01 07.88431(W)     ADJUSTED  
 FF1973* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 FF1973  ___________________________________________________________________
 FF1973  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FF1973  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1973
 FF1973  HORZ ORDER  -  THIRD
 FF1973
 FF1973.The horizontal coordinates were established by classical geodetic methods
 FF1973.and adjusted by the National Geodetic Survey in April 1999..
 FF1973
 FF1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1973
 FF1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1973
 FF1973.The geoid height was determined by GEOID03.
 FF1973
 FF1973;                    North         East     Units Scale Factor Converg.
 FF1973;SPC TN       -    96,605.629   233,830.034   MT  1.00002202   -2 21 10.1
 FF1973;SPC TN       -   316,946.97    767,157.37   sFT  1.00002202   -2 21 10.1
 FF1973;SPC AR N     -    90,895.023   580,536.340   MT  0.99996630   +1 09 10.2
 FF1973;SPC AR N     -   298,211.42  1,904,642.98   sFT  0.99996630   +1 09 10.2
 FF1973;UTM  15      - 3,892,223.727   771,624.206   MT  1.00050938   +1 43 00.4
 FF1973;UTM  16      - 3,892,327.403   224,938.487   MT  1.00053255   -1 44 18.6
 FF1973
 FF1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1973!SPC TN       -   0.99998350  x   1.00002202  =   1.00000552
 FF1973!SPC AR N     -   0.99998350  x   0.99996630  =   0.99994980
 FF1973!UTM  15      -   0.99998350  x   1.00050938  =   1.00049287
 FF1973!UTM  16      -   0.99998350  x   1.00053255  =   1.00051604
 FF1973
 FF1973:                Primary Azimuth Mark                     Grid Az
 FF1973:SPC TN       -  BELL                                     204 18 07.7
 FF1973:SPC AR N     -  BELL                                     200 47 47.4
 FF1973:UTM  15      -  BELL                                     200 13 57.2
 FF1973:UTM  16      -  BELL                                     203 41 16.2
 FF1973
 FF1973|---------------------------------------------------------------------|
 FF1973| PID    Reference Object                     Distance      Geod. Az  |
 FF1973|                                                           dddmmss.s |
 FF1973| FF1993 BELL                                APPROX. 0.6 KM 2015657.6 |
 FF1973| FF1046 TS P 1                              376.589 METERS 23146     |
 FF1973| FF0360 PASADENA                            293.728 METERS 26318     |
 FF1973| FF1047 TS Q 1                              326.853 METERS 29813     |
 FF1973|---------------------------------------------------------------------|
 FF1973
 FF1973                          SUPERSEDED SURVEY CONTROL
 FF1973
 FF1973  NAD 83(1995)-  35 08 10.56206(N)    090 01 07.88378(W) AD(       ) 3
 FF1973  NAD 83(1995)-  35 08 10.56546(N)    090 01 07.88384(W) AD(       ) 3
 FF1973  NAD 83(1986)-  35 08 10.57010(N)    090 01 07.88533(W) AD(       ) 3
 FF1973  NAD 27      -  35 08 10.24530(N)    090 01 07.55820(W) AD(       ) 3
 FF1973  NGVD 29 (07/19/86)  132.4    (m)          434.     (f) VERT ANG       
 FF1973
 FF1973.Superseded values are not recommended for survey control.
 FF1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1973.See file dsdata.txt to determine how the superseded data were derived.
 FF1973
 FF1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7162492224(NAD 83)
 FF1973_MARKER: DS = TRIANGULATION STATION DISK
 FF1973_SETTING: 0 = UNSPECIFIED SETTING
 FF1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1973
 FF1973  HISTORY     - Date     Condition        Report By
 FF1973  HISTORY     - 1959     MONUMENTED       CGS
 FF1973
 FF1973                          STATION DESCRIPTION
 FF1973
 FF1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1973'THE STATION IS LOCATED ON THE TOP AND HIGHEST PART OF THE
 FF1973'METHODIST HOSPITAL WHICH IS LOCATED ABOUT 2.0 MILES EAST-SOUTHEAST
 FF1973'OF THE DOWNTOWN SECTION OF MEMPHIS AND IN THE SOUTHEAST
 FF1973'ANGLE OF THE INTERSECTION OF BELLEVUE BOULEVARD AND UNION AVENUE.
 FF1973'
 FF1973'THE STATION MARK, A STANDARD DISK STAMPED METHODIST 1959,
 FF1973'IS SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE HOSPITAL.
 FF1973'IT IS 7 FEET NORTH OF THE SOUTH EDGE OF THE BUILDING AND
 FF1973'3 FEET EAST OF THE WEST EDGE OF THE BUILDING.
 FF1973'
 FF1973'NOTE- WHEN VISITING THE STATION MR. P.E. GIESELMANN, CHIEF
 FF1973'ENGINEER OF THE METHODIST HOSPITAL, SHOULD BE CONTACTED
 FF1973'AND HE WILL ADVISE THE WAY TO THE STATION.
 FF1973'
 FF1973'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1831 ***********************************************************************
 FC1831  DESIGNATION -  MEYERS
 FC1831  PID         -  FC1831
 FC1831  STATE/COUNTY-  TN/BLEDSOE
 FC1831  USGS QUAD   -  BROCKDELL (1989)
 FC1831
 FC1831                         *CURRENT SURVEY CONTROL
 FC1831  ___________________________________________________________________
 FC1831* NAD 83(1995)-  35 34 10.69620(N)    085 18 10.32058(W)     ADJUSTED  
 FC1831* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 FC1831  ___________________________________________________________________
 FC1831  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 FC1831  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1831
 FC1831  HORZ ORDER  -  SECOND
 FC1831
 FC1831.The horizontal coordinates were established by classical geodetic methods
 FC1831.and adjusted by the National Geodetic Survey in April 1999..
 FC1831
 FC1831.The orthometric height was scaled from a topographic map.
 FC1831
 FC1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1831
 FC1831.The geoid height was determined by GEOID03.
 FC1831
 FC1831;                    North         East     Units Scale Factor Converg.
 FC1831;SPC TN       -   137,392.004   663,192.705   MT  0.99995899   +0 24 29.3
 FC1831;SPC TN       -   450,760.27  2,175,824.73   sFT  0.99995899   +0 24 29.3
 FC1831;UTM  16      - 3,937,541.866   653,792.643   MT  0.99989147   +0 59 14.6
 FC1831
 FC1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1831!SPC TN       -   0.99990362  x   0.99995899  =   0.99986262
 FC1831!UTM  16      -   0.99990362  x   0.99989147  =   0.99979510
 FC1831
 FC1831|---------------------------------------------------------------------|
 FC1831| PID    Reference Object                     Distance      Geod. Az  |
 FC1831|                                                           dddmmss.s |
 FC1831| CG6932 MEYERS RM 1                          29.081 METERS 07050     |
 FC1831| FC1832 SMART                               APPROX.11.9 KM 2741946.4 |
 FC1831| CG6933 MEYERS RM 2                          38.649 METERS 34123     |
 FC1831| CG6931 MEYERS AZ MK                                       3491524.1 |
 FC1831|---------------------------------------------------------------------|
 FC1831
 FC1831                          SUPERSEDED SURVEY CONTROL
 FC1831
 FC1831  NAD 83(1995)-  35 34 10.69679(N)    085 18 10.32220(W) AD(       ) 2
 FC1831  NAD 83(1986)-  35 34 10.70172(N)    085 18 10.32120(W) AD(       ) 2
 FC1831  NAD 27      -  35 34 10.46100(N)    085 18 10.44900(W) AD(       ) 2
 FC1831
 FC1831.Superseded values are not recommended for survey control.
 FC1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1831.See file dsdata.txt to determine how the superseded data were derived.
 FC1831
 FC1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5379337542(NAD 83)
 FC1831_MARKER: DD = SURVEY DISK
 FC1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1831
 FC1831  HISTORY     - Date     Condition        Report By
 FC1831  HISTORY     - 1934     MONUMENTED       CGS
 FC1831  HISTORY     - 1967     MARK NOT FOUND   CGS
 FC1831
 FC1831                          STATION DESCRIPTION
 FC1831
 FC1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1831'ABOUT 6.75 MILES WEST-SOUTHWEST OF PIKEVILLE, 1 MILE NORTH OF JOHN
 FC1831'MEYERS HOME, NEAR WEST END OF SUMMIT OF SPUR RIDGE OF
 FC1831'CUMBERLAND PLATEAU, AND ON PROPERTY OF THE INMAN CO. TO REACH FROM
 FC1831'JUNCTION OF STATE ROUTES 28 AND 30 AT PIKEVILLE, FOLLOW ROUTE
 FC1831'28 SOUTH 8.8 MILES, TURN RIGHT AT CROSSROAD AND GO 2.5 MILES UP
 FC1831'MOUNTAIN TO SUMMIT, FOLLOW MAIN LEFT FORK 2.95 MILES TO
 FC1831'BROCKBELL POST OFFICE, CONTINUE AHEAD 0.5 MILE ON MAIN ROAD TO
 FC1831'OBLIQUE CROSSROADS, TURN RIGHT AND GO 1.95 MILES TO HOME OF
 FC1831'JOHN MEYERS, TURN LEFT ONTO ROUGH WOODS ROAD JUST BEYOND MEYERS
 FC1831'HOUSE AND GO 0.25 MILE THROUGH WOODS, FOLLOW RIGHT FORK 0.7
 FC1831'MILE TO DIM CROSSROADS, TURN RIGHT AND GO 0.45 MILE UP
 FC1831'GRADE TO SUMMIT AT TRIANGLE-BLAZED TREE ON RIGHT AND STATION SITE.
 FC1831'STATION IS NEAR SOUTH EDGE OF SUMMIT, 100 FEET SOUTH OF RIDGE
 FC1831'ROAD, 100 FEET SOUTH OF TRIANGLE-BLAZED OAK, AND 25 FEET SOUTHWEST OF
 FC1831'LEANING 30-INCH OAK.  SURFACE AND UNDERGROUND MARKS ARE
 FC1831'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FC1831'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FC1831'NO. 1 IS ON SOUTH SIDE OF RIDGE ROAD, NEAR LARGE WHITE OAK,
 FC1831'AND 95.41 FEET FROM STATION. NO. 2
 FC1831'IS ON SOUTH SIDE OF RIDGE ROAD, NEAR LARGE OAK SNAG, AND
 FC1831'126.80 FEET FROM STATION. AZIMUTH MARK IS
 FC1831'OPPOSITE DIM T-ROAD LEADING NORTH, AT BASE OF SMALL TREE, 12
 FC1831'FEET SOUTH OF CENTER OF RIDGE ROAD, AND 200 YARDS FROM STATION
 FC1831'N 10 DEG 45 MIN W.
 FC1831
 FC1831                          STATION RECOVERY (1967)
 FC1831
 FC1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1831'A COMPLETE AND THOROUGH SEARCH WAS MADE IN THE ATTEMPT TO FIND THE
 FC1831'UNDERGROUND STATION MARK AT THIS STATION, BUT IT COULD NOT BE
 FC1831'FOUND. REFERENCE MARK NO. 1 WAS THE ONLY MARK FOUND AT THIS STATION
 FC1831'AND IT WAS IN NO WAY DISTURBED.  PIECES OF EITHER THE AZIMUTH
 FC1831'MARK OR REFERENCE MARK NO. 2 WERE FOUND SOME DISTANCE FROM THEIR
 FC1831'SUPPOSED LOCATION.
 FC1831'
 FC1831'IN THE LATE YEARS OF THE CIVILIAN CONSERVATION CORPS, A FIRE LOOKOUT
 FC1831'TOWER WAS BUILT AT THE SITE OF THE STATION, AND ACCORDING TO
 FC1831'LOCAL NATIVES, THE TOP OF THE HILL WAS GRADED OFF TO MAKE A LEVEL
 FC1831'PLACE FOR THE TOWER AND NECESSARY BUILDING. IT IS
 FC1831'ASSUMED THAT ALL BUT REFERENCE MARK NO. 1 ARE COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1516 ***********************************************************************
 EG1516  DESIGNATION -  MICHIE
 EG1516  PID         -  EG1516
 EG1516  STATE/COUNTY-  TN/MCNAIRY
 EG1516  USGS QUAD   -  KENDRICK (1991)
 EG1516
 EG1516                         *CURRENT SURVEY CONTROL
 EG1516  ___________________________________________________________________
 EG1516* NAD 83(1995)-  34 59 50.00687(N)    088 27 46.21053(W)     ADJUSTED  
 EG1516* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 EG1516  ___________________________________________________________________
 EG1516  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 EG1516  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1516
 EG1516  HORZ ORDER  -  THIRD
 EG1516
 EG1516.The horizontal coordinates were established by classical geodetic methods
 EG1516.and adjusted by the National Geodetic Survey in April 1999..
 EG1516
 EG1516.The orthometric height was scaled from a topographic map.
 EG1516
 EG1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1516
 EG1516.The geoid height was determined by GEOID03.
 EG1516
 EG1516;                    North         East     Units Scale Factor Converg.
 EG1516;SPC TN       -    76,489.139   375,176.134   MT  1.00005422   -1 26 30.6
 EG1516;SPC TN       -   250,948.12  1,230,890.37   sFT  1.00005422   -1 26 30.6
 EG1516;SPC MS E     -   609,627.907   333,821.532   MT  0.99996409   +0 12 45.0
 EG1516;SPC MS E     - 2,000,087.56  1,095,212.81   sFT  0.99996409   +0 12 45.0
 EG1516;UTM  16      - 3,873,712.755   366,504.259   MT  0.99981964   -0 50 20.8
 EG1516
 EG1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1516!SPC TN       -   0.99998000  x   1.00005422  =   1.00003422
 EG1516!SPC MS E     -   0.99998000  x   0.99996409  =   0.99994409
 EG1516!UTM  16      -   0.99998000  x   0.99981964  =   0.99979964
 EG1516
 EG1516|---------------------------------------------------------------------|
 EG1516| PID    Reference Object                     Distance      Geod. Az  |
 EG1516|                                                           dddmmss.s |
 EG1516| CG4574 MICHIE RM 1                          31.772 METERS 07446     |
 EG1516| CG4575 MICHIE RM 2                          57.507 METERS 18204     |
 EG1516| EG1601 CORINTH BLACK TANK                  APPROX. 8.0 KM 2145257.0 |
 EG1516| EG0887 CORINTH                             APPROX. 7.3 KM 2201725.1 |
 EG1516| CG4573 MICHIE AZ MK                                       2524128.1 |
 EG1516|---------------------------------------------------------------------|
 EG1516
 EG1516                          SUPERSEDED SURVEY CONTROL
 EG1516
 EG1516  NAD 83(1995)-  34 59 50.00689(N)    088 27 46.21055(W) AD(       ) 3
 EG1516  NAD 83(1995)-  34 59 50.01151(N)    088 27 46.20973(W) AD(       ) 3
 EG1516  NAD 83(1995)-  34 59 50.01651(N)    088 27 46.20910(W) AD(       ) 3
 EG1516  NAD 83(1986)-  34 59 50.01650(N)    088 27 46.20889(W) AD(       ) 3
 EG1516  NAD 27      -  34 59 49.70600(N)    088 27 46.04600(W) AD(       ) 3
 EG1516
 EG1516.Superseded values are not recommended for survey control.
 EG1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1516.See file dsdata.txt to determine how the superseded data were derived.
 EG1516
 EG1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6650473713(NAD 83)
 EG1516_MARKER: DS = TRIANGULATION STATION DISK
 EG1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1516
 EG1516  HISTORY     - Date     Condition        Report By
 EG1516  HISTORY     - 1934     MONUMENTED       CGS
 EG1516  HISTORY     - 1941     GOOD             CGS
 EG1516  HISTORY     - 1950     GOOD             TVA
 EG1516  HISTORY     - 1962     MARK NOT FOUND   CGS
 EG1516  HISTORY     - 1962     SEE DESCRIPTION  CGS
 EG1516
 EG1516                          STATION DESCRIPTION
 EG1516
 EG1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1516'ABOUT 5 MILES NORTH-NORTHEAST OF CORINTH, ABOUT 0.1 MILE NORTH OF
 EG1516'TENNESSEE-MISSISSIPPI STATE LINE, DIRECTLY ACROSS ROAD FROM
 EG1516'NORTHCORNER OF
 EG1516'HOME OF ELI TUCKER, ON PROPERTY OF P.A.  HOPKINS, 33.7
 EG1516'FEET WEST OF CENTER LINE OF
 EG1516'TENNESSEE ROUTE 22, AND 5.7 FEET WEST OF
 EG1516'WIRE FENCE.  TO REACH FROM POST OFFICE IN
 EG1516'CORINTH, FOLLOW MISSISSIPPI
 EG1516'ROUTE 2 NORTH 7.1 MILES TO STATE-LINE MARKER AND CONTINUE
 EG1516'0.1 MILE ALONG
 EG1516'TENNESSEE ROUTE 22, TO STATION.  SURFACE AND UNDERGROUND MARKS
 EG1516'ARE STANDARD STATION
 EG1516'DISKS IN CONCRETE.  REFERENCE
 EG1516'AND AZIMUTH MARKS ARE STANDARD
 EG1516'REFERENCE DISKS IN CONCRETE.
 EG1516'NO.  1 IS 60 FEET EAST OF CENTER OF ROUTE 22, AT
 EG1516'NORTH EDGE OF LANE,
 EG1516'AND 104.2 FEET FROM STATION.  NO.  2 IS
 EG1516'22 FEET WEST OF
 EG1516'CENTER OF ROUTE 22, 2 FEET EAST OF WIRE FENCE, 9 FEET
 EG1516'NORTH-NORTHWEST OF 6-INCH OAK
 EG1516'TREE, AND 108.68 FEET FROM STATION
 EG1516'AZIMUTH MARK IS AT SOUTH
 EG1516'EDGE OF COTTON FIELD,
 EG1516'12 FEET NORTH OF CENTER OF DIRT LANE, 0.25 MILE WEST ALONG LANE
 EG1516'FROM ROUTE 22, ON
 EG1516'PROPERTY OF P.A. HOPKINS, AND 0.25 MILE FROM STATION
 EG1516'S 72 DEG 42 MIN W.
 EG1516
 EG1516                          STATION RECOVERY (1941)
 EG1516
 EG1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (OSR)
 EG1516'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS- STATION
 EG1516'MARK IS NOW ON HIGHWAY
 EG1516'RIGHT-OF-WAY.  IT IS 33.3 FEET W OF CENTER LINE OF
 EG1516'PAVE HIGHWAY AND ABOUT 10 FEET E OF
 EG1516'THE W RIGHT-OF-WAY FENCE.
 EG1516'
 EG1516'AZIMUTH MARK WAS MOVED TO MAKE ROOM FOR A NEW HIGHWAY CONSTRUCTION
 EG1516'ALONG THE STATE
 EG1516'LINE.  IT IS NOW, 0.25 MILE W ALONG THE STATE LINE,
 EG1516'AT THE S EDGE OF A FIELD, 29.5 FEET
 EG1516'N OF THE CENTER LINE OF ROAD, ON
 EG1516'TOP OF A 7-FOOT BANK AND AT THE N SIDE OF N
 EG1516'RIGHT-OF-WAY FENCE.  IT
 EG1516'IS STAMPED MICHIE AZIMUTH 1934 - 1941.  THE NEW AZIMUTH FROM
 EG1516'STATION S 73 DEG 21 MIN W.
 EG1516
 EG1516                          STATION RECOVERY (1950)
 EG1516
 EG1516'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG1516'STEEL POST SET 2 FEET EAST OF MARKER.  REFERENCE MARKS GOOD.  AZIMUTH
 EG1516'MARK GOOD.  STEEL
 EG1516'POST SET 2 FEET SOUTH OF AZIMUTH MARK.
 EG1516
 EG1516                          STATION RECOVERY (1962)
 EG1516
 EG1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 EG1516'THIS STATION MARK WAS NOT RECOVERED.  THE REFERENCE MARKS WERE
 EG1516'RECOVERED IN GOOD
 EG1516'CONDITION.  A FARMER THAT LIVES ACROSS THE ROAD FROM THE STATION
 EG1516'REPORTED THAT THE
 EG1516'GROUND AT THE STATION LOCATION WAS GRADED OFF ABOUT
 EG1516'2 FEET AND THE STATION MARK WAS
 EG1516'GRADED OUT.  IT IS POSSIBLE THAT THE
 EG1516'SUB-SURFACE STATION MARK IS STILL IN PLACE.  THIS
 EG1516'FIELD OFFICE WAS
 EG1516'NOT FURNISHED WITH A DESCRIPTION.  IT WOULD BE DIFFICULT TO RECOVER
 EG1516'THE SUB-SURFACE
 EG1516'STATION MARK WITHOUT THE MEASUREMENT FROM THE
 EG1516'REFERENCE MARKS.
 EG1516
 EG1516                          STATION RECOVERY (1962)
 EG1516
 EG1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EG1516'THE UNDERGOUND STATION MARK, REFERENCE MRK NO. 1 AND REFERENCE NO. 2
 EG1516'WERE RECOVERED.  THE
 EG1516'SURFACE STATION MARK WAS FOUND LAYING IN AN OPEN PLOT
 EG1516'OF GROUND SOME DISTANCE FROM ITS
 EG1516'ORIGINAL LOCATION.  A THOROUGH AND
 EG1516'COMPLETE SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT
 EG1516'IT COULD NOT BE
 EG1516'FOUND.  THERE HAS BEEN EXTENSIVE GRADING ON THE ROAD ALONG WHICH THE
 EG1516'AZIMUTH MARK WAS
 EG1516'LOCATED IN 1941, AND THE MARK IS THOUGHT DESTROYED
 EG1516'BY THESE GRADING OPERATIONS.  A NEW
 EG1516'BRICK HOME HAS BEEN BUILT IN A
 EG1516'DIRECT LINE BETWEEN THE STATION AND THE AZIMUTH MARKS
 EG1516'1941 LOCATION,
 EG1516'AND IT WOULD HAVE BEEN OF NO VALUE FOR GROUND TO GROUND OBSERVATIONS.
 EG1516'A DISCREPANCY OF
 EG1516'80.01 FEET WAS FOUND IN THE ORIGINAL MEASUREMENT FROM
 EG1516'THE STATION TO REFERENCE MARK NO.
 EG1516'2, THE DISTANCE BEING 188.67 FEET
 EG1516'INSTEAD OF 108.68 FEET AS SHOWN IN THE ORIGINAL 1934
 EG1516'DESCRIPTION AND
 EG1516'THE 1941 RECOVERY NOTE.  UPON RECOVERY OF THE ORIGINAL UNDERGROUND
 EG1516'STATION MARK, THE
 EG1516'HORIZONTAL ANGLE WAS MEASURED BETWEEN REFERENCE
 EG1516'MARK NO.  1 AND REFERENCE MARK NO.
 EG1516'2 AS A CHECK ON ANY POSSIBLE
 EG1516'MOVEMENT PRIOR TO LOWERING AND RE-ESTABLISHING THE
 EG1516'STATION.  THIS
 EG1516'ANGLE WAS PREVIOUSLY PUBLISHED AS BEING 107 DEG 1, MIN.  THE ANGLE
 EG1516'MEASURED THIS DATE
 EG1516'WAS 107 DEG 17 MIN 11.8 SEC.  THE STATION WAS THEN
 EG1516'LOWERED IN ITS EXACT ORIGINAL
 EG1516'LOCATION AND THE ANGLE AGAIN MEASURED
 EG1516'AS A CHECK, THIS ANGLE BEING 107 DEG 17 MIN 13.8 SEC.
 EG1516'
 EG1516'A THIRD REFERENCE MARK WAS NOT ESTABLISHED AS NO PRACTICAL OR
 EG1516'SUITABLE LOCATION COULD BE FOUND.
 EG1516'
 EG1516'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 EG1516'
 EG1516'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF ACTON, ACOUT 5.5
 EG1516'MILES
 EG1516'NORTH-NORTHEAST OF CORINTH, MISSISSIPPI, ABOUT 4.5 MILES
 EG1516'SOUTH-SOUTHWEST OF
 EG1516'MICHIE, ABOUT 0.1 MILE NORTH OF THE
 EG1516'TENNESSEE-MISSISSIPPI STATE LINE, AND
 EG1516'ON THE PROPERTY OF MR.  B.J. GARRETT.
 EG1516'
 EG1516'TO REACH THE STATION FROM THE POST OFFICE IN MICHIE, GO SOUTHERLY ON
 EG1516'STATE ROUTE 22 FOR 4.65
 EG1516'MILES TO THE E.F.  TUCKER RESIDENCE ON THE LEFT AND
 EG1516'THE B.J.  GARRETT RESIDENCE AND THE
 EG1516'STATION ON THE RIGHT, NEAR THE
 EG1516'EAST EDGE OF GARRETTS YARD.
 EG1516'
 EG1516'THE STATION IS 76.8 FEET EAST OF THE NORTHEAST CORNER OF THE GARRETT
 EG1516'RESIDENCE, 71 FEET
 EG1516'SOUTH OF A 30-INCH OAK TREE, 53 FEET SOUTHEAST OF
 EG1516'A POWER LINE TRANSFORMER POLE NO.
 EG1516'1657A, AND 33 FEET WEST OF THE
 EG1516'APPROXIMATE CENTER OF STATE ROUTE 22.  THE SURFACE
 EG1516'MARK IS A STANDARD
 EG1516'STATION MARK DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EG1516'OF THE GROUND AND
 EG1516'THE DISK IS STAMPED MICHIE 1934 1962.
 EG1516'THE UNDERGROUND MARK IS ABOUT 40
 EG1516'INCHES BELOW THE SURFACE AND THE
 EG1516'DISK IS STAMPED MICHIE 1934 1962.
 EG1516'
 EG1516'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION ON THE
 EG1516'PROPERTY OF E.F.  TUCKER.
 EG1516'IT IS 64 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 EG1516'ROUTE 22, 41 FEET NORTH OF THE
 EG1516'NORTHWEST CORNER OF THE TUCKER
 EG1516'RESIDENCE AND 4.5 FEET EAST OF THE MOST EASTERLY
 EG1516'ONE OF THREE CEDAR
 EG1516'TREES GROUPED IN A SMALL TRIANGLE.  IT IS A STANDARD REFERENCE MARK
 EG1516'DISK SET IN THE
 EG1516'TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 12
 EG1516'INCHES AND THE DISK IS STAMPED
 EG1516'MICHIE NO 1 1934.
 EG1516'
 EG1516'REFERENCE MARK NO. 2 IS 149 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EG1516'B.J.  GARRETTS
 EG1516'RESIDENCE, 26 FEET WEST OF THE APPROXIMATE CENTER OF
 EG1516'STATE ROUTE 22, 8 FEET NORTH OF A
 EG1516'24-INCH OAK TREE, AND 7 FEET WEST
 EG1516'OF THE NORTH END OF A SMALL CONCRETE CULVERT.  IT IS
 EG1516'A STANDARD
 EG1516'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT
 EG1516'PROJECTS ABOUT 14
 EG1516'INCHES AND THE DISK IS STAMPED MICHIE NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2206 ***********************************************************************
 FE2206  DESIGNATION -  MID SOUTH
 FE2206  PID         -  FE2206
 FE2206  STATE/COUNTY-  TN/SHELBY
 FE2206  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2206
 FE2206                         *CURRENT SURVEY CONTROL
 FE2206  ___________________________________________________________________
 FE2206* NAD 83(1995)-  35 07 16.41306(N)    089 59 00.59356(W)     ADJUSTED  
 FE2206* NAVD 88     -        96.139  (meters)     315.42   (feet)  ADJUSTED  
 FE2206  ___________________________________________________________________
 FE2206  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2206  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2206  DYNAMIC HT  -          96.051 (meters)     315.13  (feet)  COMP
 FE2206  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE2206
 FE2206  HORZ ORDER  -  THIRD
 FE2206  VERT ORDER  -  FIRST     CLASS II
 FE2206
 FE2206.The horizontal coordinates were established by classical geodetic methods
 FE2206.and adjusted by the National Geodetic Survey in April 1999..
 FE2206
 FE2206.The orthometric height was determined by differential leveling
 FE2206.and adjusted by the National Geodetic Survey in June 1991..
 FE2206
 FE2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2206
 FE2206.The geoid height was determined by GEOID03.
 FE2206
 FE2206.The dynamic height is computed by dividing the NAVD 88
 FE2206.geopotential number by the normal gravity value computed on the
 FE2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2206.degrees latitude (g = 980.6199 gals.).
 FE2206
 FE2206.The modeled gravity was interpolated from observed gravity values.
 FE2206
 FE2206;                    North         East     Units Scale Factor Converg.
 FE2206;SPC TN       -    94,806.597   236,981.966   MT  1.00002522   -2 19 55.6
 FE2206;SPC TN       -   311,044.64    777,498.33   sFT  1.00002522   -2 19 55.6
 FE2206;SPC AR N     -    89,292.173   583,792.194   MT  0.99996838   +1 10 24.2
 FE2206;SPC AR N     -   292,952.74  1,915,324.89   sFT  0.99996838   +1 10 24.2
 FE2206;UTM  16      - 3,890,561.396   228,111.110   MT  1.00051116   -1 43 02.9
 FE2206;UTM  15      - 3,890,652.108   774,897.477   MT  1.00053144   +1 44 11.4
 FE2206
 FE2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2206!SPC TN       -   0.99998920  x   1.00002522  =   1.00001442
 FE2206!SPC AR N     -   0.99998920  x   0.99996838  =   0.99995758
 FE2206!UTM  16      -   0.99998920  x   1.00051116  =   1.00050035
 FE2206!UTM  15      -   0.99998920  x   1.00053144  =   1.00052063
 FE2206
 FE2206|---------------------------------------------------------------------|
 FE2206| PID    Reference Object                     Distance      Geod. Az  |
 FE2206|                                                           dddmmss.s |
 FE2206| FE2207 MID SOUTH RM 1                       29.307 METERS 01512     |
 FE2206| FE2209 MID SOUTH AZ MK                                    1043238.5 |
 FE2206| FE2208 MID SOUTH RM 2                       27.769 METERS 10508     |
 FE2206| FE2563 AIRPORT BCN MEMPHIS MUN APT         APPROX. 7.5 KM 1783706.3 |
 FE2206| FE2569 RNG MEMPHIS RADIO MEM               APPROX.10.8 KM 1813954.9 |
 FE2206| FF0368 PINE HILL                           APPROX. 5.4 KM 2352110.6 |
 FE2206| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX. 8.1 KM 2611052.3 |
 FE2206| FF2019 MEMPHIS FORD MOTOR WATER TANK       APPROX. 8.7 KM 2611656.9 |
 FE2206| FF2017 MEMPHIS ILL CENTRAL RR STK          APPROX. 6.8 KM 2692612.4 |
 FE2206| FF2011 MEMPHIS RADIO STA WHHM MAST         APPROX. 3.8 KM 2714025.8 |
 FE2206| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX. 6.1 KM 2752806.6 |
 FE2206| FF1968 RADIO STATION KWEM MAST             APPROX.10.2 KM 2774631.1 |
 FE2206| FF1979 MEMPHIS FURNITURE MFG CO TANK       APPROX. 4.2 KM 2815243.6 |
 FE2206| FF1980 MEMPHIS RADIO STA KIC 477 MAST      APPROX. 5.0 KM 2914803.9 |
 FE2206|---------------------------------------------------------------------|
 FE2206
 FE2206                          SUPERSEDED SURVEY CONTROL
 FE2206
 FE2206  NAD 83(1995)-  35 07 16.41523(N)    089 59 00.59284(W) AD(       ) 3
 FE2206  NAD 83(1995)-  35 07 16.41831(N)    089 59 00.59309(W) AD(       ) 3
 FE2206  NAD 83(1986)-  35 07 16.42327(N)    089 59 00.59438(W) AD(       ) 3
 FE2206  NAD 27      -  35 07 16.09840(N)    089 59 00.26880(W) AD(       ) 3
 FE2206
 FE2206.Superseded values are not recommended for survey control.
 FE2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2206.See file dsdata.txt to determine how the superseded data were derived.
 FE2206
 FE2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2811190561(NAD 83)
 FE2206_MARKER: DS = TRIANGULATION STATION DISK
 FE2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2206_SP_SET: CONCRETE POST
 FE2206_STAMPING: MID SOUTH 1957
 FE2206_MARK LOGO: CGS   
 FE2206_PROJECTION: FLUSH
 FE2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2206+STABILITY: SURFACE MOTION
 FE2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2206+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FE2206
 FE2206  HISTORY     - Date     Condition        Report By
 FE2206  HISTORY     - 1957     MONUMENTED       CGS
 FE2206  HISTORY     - 1983     GOOD             NGS
 FE2206  HISTORY     - 19950711 MARK NOT FOUND   TN1620
 FE2206  HISTORY     - 20030702 GOOD             EMCINC
 FE2206
 FE2206                          STATION DESCRIPTION
 FE2206
 FE2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2206'THE STATION IS LOCATED IN THE WEST SECTION OF THE MID-SOUTH
 FE2206'FAIRGROUNDS, WHICH IS LOCATED IN THE CENTRAL SECTION OF MEMPHIS.
 FE2206'IT IS 59 FEET WEST OF THE CENTERLINE OF TENNESSEE STREET, 17 FEET
 FE2206'NORTH OF A WHITE WITNESS POST, 92 FEET NORTH OF THE CENTERLINE OF THE
 FE2206'MAIN ENTRANCE TO THE FAIRGROUNDS AND 3 FEET NORTHWEST OF A POWER
 FE2206'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MID SOUTH
 FE2206'1957.
 FE2206'
 FE2206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TENNESSEE
 FE2206'STREET FOR 0.1 MILE TO MISSISSIPPI AVENUE.  TURN LEFT AND GO EAST ON
 FE2206'MISSISSIPPI AVENUE FOR 0.15 MILE TO LOUISIANA STREET.  TURN LEFT AND
 FE2206'GO NORTH ON LOUISIANA STREET FOR 95 FEET TO THE MARK ON THE LEFT.
 FE2206'
 FE2206'REFERENCE MARK 1 IS 7 FEET SOUTHWEST OF A POWER POLE, 34 FEET WEST OF
 FE2206'THE CENTERLINE OF TENNESSEE STREET AND 41 FEET NORTH NORTHWEST OF
 FE2206'A 16 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2206'MID SOUTH NO 1 1957.
 FE2206'
 FE2206'REFERENCE MARK 2 IS 31 FEET EAST OF THE CENTERLINE OF TENNESSEE
 FE2206'STREET, 130 FEET SOUTH OF THE CENTERLINE OF ARKANSAS AVENUE AND 6
 FE2206'INCHES EAST OF THE EAST EDGE OF A SIDEWALK.  THE MONUMENT IS FLUSH
 FE2206'AND THE DISK IS STAMPED MID SOUTH NO 2 1957.
 FE2206'
 FE2206'THE AZIMUTH MARK IS 2 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT
 FE2206'NORTH OF A POWER POLE, 20 FEET WEST OF THE CENTERLINE OF LOUISIANA
 FE2206'STREET AND 95 FEET NORTH OF THE CENTERLINE OF MISSISSIPPI AVENUE.
 FE2206'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MID SOUTH 1957.
 FE2206'
 FE2206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2206
 FE2206                          STATION RECOVERY (1983)
 FE2206
 FE2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2206'IN MEMPHIS.
 FE2206'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS WHICH IS
 FE2206'LOCATED IN THE CENTRAL SECTION OF MEMPHIS, 0.56 KM (0.35 MI) NORTH
 FE2206'ALONG EAST PARKWAY SOUTH FROM THE JUNCTION OF SOUTHERN AVENUE, THE
 FE2206'MARK IS A CONCRETE POST WHICH IS FLUSH WITH THE ASPHALT SURFACE OF THE
 FE2206'PARKING LOT AREA OF THE FAIRGROUNDS, THE MONUMENT IS VISIBLE,
 FE2206'23.3 METERS (76.5 FT) NORTH OF THE NORTH CURB OF MISSISSIPPI STREET
 FE2206'(WEST ENTRANCE ROAD), 17.5 METERS (57.5 FT) WEST OF THE APPROXIMATE
 FE2206'CENTER OF TENNESSEE STREET, 14.2 METERS (46.5 FT) NORTHWEST OF THE
 FE2206'NORTHWEST CORNER OF A 4.0 FOOT HIGH GRANITE TIME CAPSULE MONUMENT,
 FE2206'7.3 METERS (24.0 FT) NORTH-NORTHWEST OF A GUYED POWERLINE POLE WITH
 FE2206'THREE TRANSFORMER, AND 0.70 METER (2.3 FT) WEST OF AN ASPHALT PARKING
 FE2206'LOT CURB.
 FE2206'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2206
 FE2206                          STATION RECOVERY (1995)
 FE2206
 FE2206'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2206'MARK NOT FOUND.
 FE2206
 FE2206                          STATION RECOVERY (2003)
 FE2206
 FE2206'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2206'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2209 ***********************************************************************
 FE2209  DESIGNATION -  MID SOUTH AZ MK
 FE2209  PID         -  FE2209
 FE2209  STATE/COUNTY-  TN/SHELBY
 FE2209  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2209
 FE2209                         *CURRENT SURVEY CONTROL
 FE2209  ___________________________________________________________________
 FE2209* NAD 83(1986)-  35 07 15.     (N)    089 58 51.     (W)     SCALED    
 FE2209* NAVD 88     -        95.186  (meters)     312.29   (feet)  ADJUSTED  
 FE2209  ___________________________________________________________________
 FE2209  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2209  DYNAMIC HT  -          95.099 (meters)     312.00  (feet)  COMP
 FE2209  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FE2209
 FE2209  VERT ORDER  -  FIRST     CLASS II
 FE2209
 FE2209.The horizontal coordinates were scaled from a topographic map and have
 FE2209.an estimated accuracy of +/- 6 seconds.
 FE2209
 FE2209.The orthometric height was determined by differential leveling
 FE2209.and adjusted by the National Geodetic Survey in June 1991..
 FE2209
 FE2209.The geoid height was determined by GEOID03.
 FE2209
 FE2209.The dynamic height is computed by dividing the NAVD 88
 FE2209.geopotential number by the normal gravity value computed on the
 FE2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2209.degrees latitude (g = 980.6199 gals.).
 FE2209
 FE2209.The modeled gravity was interpolated from observed gravity values.
 FE2209
 FE2209;                    North         East    Units  Estimated Accuracy
 FE2209;SPC TN       -    94,750.      237,220.      MT  (+/- 180 meters Scaled)
 FE2209
 FE2209                          SUPERSEDED SURVEY CONTROL
 FE2209
 FE2209.No superseded survey control is available for this station.
 FE2209
 FE2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD283905(NAD 83)
 FE2209_MARKER: DZ = AZIMUTH MARK DISK
 FE2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2209_SP_SET: CONCRETE POST
 FE2209_STAMPING: MID SOUTH 1957
 FE2209_MARK LOGO: CGS   
 FE2209_PROJECTION: FLUSH
 FE2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2209+STABILITY: SURFACE MOTION
 FE2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2209+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2209
 FE2209  HISTORY     - Date     Condition        Report By
 FE2209  HISTORY     - 1957     MONUMENTED       CGS
 FE2209  HISTORY     - 1983     GOOD             NGS
 FE2209  HISTORY     - 19950711 GOOD             TN1620
 FE2209  HISTORY     - 20021016 GOOD             USACE
 FE2209
 FE2209                          STATION DESCRIPTION
 FE2209
 FE2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2209'IN MEMPHIS.
 FE2209'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS, 0.24 KM
 FE2209'(0.15 MI) EAST OF TRIANGULATION STATION MID SOUTH, AT THE JUNCTION OF
 FE2209'MISSISSIPPI STREET AND MAXWELL BOULEVARD, 29.9 METERS (98.0 FT) NORTH
 FE2209'OF THE APPROXIMATE CENTER OF MISSISSIPPI STREET, 9.1 METERS (30.0 FT)
 FE2209'WEST OF THE CENTERLINE OF MAXWELL BOULEVARD, 1.8 METERS (6.0 FT) WEST
 FE2209'OF PARKING LOT AND BOULEVARD CURB, AND 23.8 METERS (77.9 FT)
 FE2209'NORTH-NORTHEAST OF A FIRE HYDRANT.
 FE2209'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2209
 FE2209                          STATION RECOVERY (1995)
 FE2209
 FE2209'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2209'RECOVERED IN GOOD CONDITION.
 FE2209
 FE2209                          STATION RECOVERY (2002)
 FE2209
 FE2209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2207 ***********************************************************************
 FE2207  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2207  DESIGNATION -  MID SOUTH RM 1
 FE2207  PID         -  FE2207
 FE2207  STATE/COUNTY-  TN/SHELBY
 FE2207  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2207
 FE2207                         *CURRENT SURVEY CONTROL
 FE2207  ___________________________________________________________________
 FE2207* NAD 83(1995)-  35 07 17.33076(N)    089 59 00.28996(W)     ADJUSTED  
 FE2207* NAVD 88     -        96.24   (meters)     315.7    (feet)  GPS OBS   
 FE2207  ___________________________________________________________________
 FE2207  X           -       1,511.892 (meters)                     COMP
 FE2207  Y           -  -5,222,741.012 (meters)                     COMP
 FE2207  Z           -   3,648,938.276 (meters)                     COMP
 FE2207  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2207  ELLIP HEIGHT-          68.88  (meters)          (05/31/05) GPS OBS
 FE2207  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2207
 FE2207  HORZ ORDER  -  FIRST
 FE2207  ELLP ORDER  -  FOURTH    CLASS II
 FE2207
 FE2207.The horizontal coordinates were established by GPS observations
 FE2207.and adjusted by the National Geodetic Survey in May 2005..
 FE2207
 FE2207.The orthometric height was determined by GPS observations and a
 FE2207.high-resolution geoid model using precise GPS observation and
 FE2207.processing techniques. It supersedes the leveled height previously
 FE2207.determined for this station.
 FE2207
 FE2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2207
 FE2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2207
 FE2207.The ellipsoidal height was determined by GPS observations
 FE2207.and is referenced to NAD 83.
 FE2207
 FE2207.The geoid height was determined by GEOID03.
 FE2207
 FE2207;                    North         East     Units Scale Factor Converg.
 FE2207;SPC TN       -    94,834.543   236,990.798   MT  1.00002517   -2 19 55.4
 FE2207;SPC TN       -   311,136.33    777,527.31   sFT  1.00002517   -2 19 55.4
 FE2207;UTM  16      - 3,890,589.449   228,119.646   MT  1.00051110   -1 43 02.8
 FE2207;UTM  15      - 3,890,680.624   774,904.307   MT  1.00053148   +1 44 11.6
 FE2207
 FE2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2207!SPC TN       -   0.99998919  x   1.00002517  =   1.00001436
 FE2207!UTM  16      -   0.99998919  x   1.00051110  =   1.00050028
 FE2207!UTM  15      -   0.99998919  x   1.00053148  =   1.00052066
 FE2207
 FE2207                          SUPERSEDED SURVEY CONTROL
 FE2207
 FE2207  NAVD 88 (06/15/91)   96.248  (m)          315.77   (f) ADJUSTED    1 2
 FE2207
 FE2207.Superseded values are not recommended for survey control.
 FE2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2207.See file dsdata.txt to determine how the superseded data were derived.
 FE2207
 FE2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2812090589(NAD 83)
 FE2207_MARKER: DR = REFERENCE MARK DISK
 FE2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2207_SP_SET: CONCRETE POST
 FE2207_STAMPING: MID SOUTH NO 1 1957
 FE2207_MARK LOGO: CGS   
 FE2207_PROJECTION: FLUSH
 FE2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2207+STABILITY: SURFACE MOTION
 FE2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2207+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2207
 FE2207  HISTORY     - Date     Condition        Report By
 FE2207  HISTORY     - 1957     MONUMENTED       CGS
 FE2207  HISTORY     - 1983     GOOD             NGS
 FE2207  HISTORY     - 19950711 GOOD             TN1620
 FE2207  HISTORY     - 20021016 GOOD             USACE
 FE2207
 FE2207                          STATION DESCRIPTION
 FE2207
 FE2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2207'IN MEMPHIS.
 FE2207'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS WHICH IS
 FE2207'LOCATED IN THE CENTRAL SECTION OF MEMPHIS, 0.56 KM (0.35 MI) NORTH
 FE2207'ALONG EAST PARKWAY SOUTH FROM THE JUNCTION OF SOUTHERN AVENUE,
 FE2207'29.3 METERS (96.2 FT) NORTH OF TRIANGULATION STATION MID SOUTH,
 FE2207'1.8 METERS (6.0 FT) EAST-NORTHEAST OF A GUYED POWERLINE POLE,,
 FE2207'4.3 METERS (14.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 2.0 FOOT
 FE2207'SQUARE MANHOLE GRATE, AND 10.7 METERS (35.0 FT) WEST OF THE
 FE2207'APPROXIMATE CENTER OF TENNESSEE STREET.
 FE2207'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2207
 FE2207                          STATION RECOVERY (1995)
 FE2207
 FE2207'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2207'RECOVERED IN GOOD CONDITION.
 FE2207
 FE2207                          STATION RECOVERY (2002)
 FE2207
 FE2207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2208 ***********************************************************************
 FE2208  DESIGNATION -  MID SOUTH RM 2
 FE2208  PID         -  FE2208
 FE2208  STATE/COUNTY-  TN/SHELBY
 FE2208  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2208
 FE2208                         *CURRENT SURVEY CONTROL
 FE2208  ___________________________________________________________________
 FE2208* NAD 83(1986)-  35 07 16.     (N)    089 59 02.     (W)     SCALED    
 FE2208* NAVD 88     -        96.116  (meters)     315.34   (feet)  ADJUSTED  
 FE2208  ___________________________________________________________________
 FE2208  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2208  DYNAMIC HT  -          96.028 (meters)     315.05  (feet)  COMP
 FE2208  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE2208
 FE2208  VERT ORDER  -  FIRST     CLASS II
 FE2208
 FE2208.The horizontal coordinates were scaled from a topographic map and have
 FE2208.an estimated accuracy of +/- 6 seconds.
 FE2208
 FE2208.The orthometric height was determined by differential leveling
 FE2208.and adjusted by the National Geodetic Survey in June 1991..
 FE2208
 FE2208.The geoid height was determined by GEOID03.
 FE2208
 FE2208.The dynamic height is computed by dividing the NAVD 88
 FE2208.geopotential number by the normal gravity value computed on the
 FE2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2208.degrees latitude (g = 980.6199 gals.).
 FE2208
 FE2208.The modeled gravity was interpolated from observed gravity values.
 FE2208
 FE2208;                    North         East    Units  Estimated Accuracy
 FE2208;SPC TN       -    94,800.      236,950.      MT  (+/- 180 meters Scaled)
 FE2208
 FE2208                          SUPERSEDED SURVEY CONTROL
 FE2208
 FE2208.No superseded survey control is available for this station.
 FE2208
 FE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280905(NAD 83)
 FE2208_MARKER: DR = REFERENCE MARK DISK
 FE2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2208_SP_SET: CONCRETE POST
 FE2208_STAMPING: MID SOUTH NO 2 1957
 FE2208_MARK LOGO: CGS   
 FE2208_PROJECTION: FLUSH
 FE2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2208+STABILITY: SURFACE MOTION
 FE2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2208+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2208
 FE2208  HISTORY     - Date     Condition        Report By
 FE2208  HISTORY     - 1957     MONUMENTED       CGS
 FE2208  HISTORY     - 1983     GOOD             NGS
 FE2208  HISTORY     - 19950711 GOOD             TN1620
 FE2208  HISTORY     - 20021016 GOOD             USACE
 FE2208
 FE2208                          STATION DESCRIPTION
 FE2208
 FE2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2208'IN MEMPHIS.
 FE2208'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS WHICH IS
 FE2208'LOCATED IN THE CENTRAL SECTION OF MEMPHIS, 0.56 KM (0.35 MI) NORTH
 FE2208'ALONG EAST PARKWAY SOUTH FROM THE JUNCTION OF SOUTHERN AVENUE IN
 FE2208'MEMPHIS, 27.8 METERS (91.1 FT) EAST OF TRIANGULATION STATION MID
 FE2208'SOUTH, 10.1 METERS (33.0 FT) EAST OF THE APPROXIMATE CENTER OF
 FE2208'TENNESSEE STREET, 7.0 METERS (23.0 FT) SOUTHWEST OF A METAL STREET
 FE2208'LIGHTPOLE, AND 8.5 METERS (28.0 FT) WEST OF A POWERLINE POLE.
 FE2208'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2208
 FE2208                          STATION RECOVERY (1995)
 FE2208
 FE2208'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2208'RECOVERED IN GOOD CONDITION.
 FE2208
 FE2208                          STATION RECOVERY (2002)
 FE2208
 FE2208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0295 ***********************************************************************
 GC0295  DESIGNATION -  MIDDLETON
 GC0295  PID         -  GC0295
 GC0295  STATE/COUNTY-  TN/SMITH
 GC0295  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0295
 GC0295                         *CURRENT SURVEY CONTROL
 GC0295  ___________________________________________________________________
 GC0295* NAD 83(1995)-  36 10 33.19058(N)    086 01 17.65547(W)     ADJUSTED  
 GC0295* NAVD 88     -       235.032  (meters)     771.10   (feet)  ADJUSTED  
 GC0295  ___________________________________________________________________
 GC0295  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 GC0295  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0295  DYNAMIC HT  -         234.831 (meters)     770.44  (feet)  COMP
 GC0295  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0295
 GC0295  HORZ ORDER  -  SECOND
 GC0295  VERT ORDER  -  SECOND    CLASS 0
 GC0295
 GC0295.The horizontal coordinates were established by classical geodetic methods
 GC0295.and adjusted by the National Geodetic Survey in April 1999..
 GC0295
 GC0295.The orthometric height was determined by differential leveling
 GC0295.and adjusted by the National Geodetic Survey in June 1991..
 GC0295
 GC0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0295
 GC0295.The geoid height was determined by GEOID03.
 GC0295
 GC0295.The dynamic height is computed by dividing the NAVD 88
 GC0295.geopotential number by the normal gravity value computed on the
 GC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0295.degrees latitude (g = 980.6199 gals.).
 GC0295
 GC0295.The modeled gravity was interpolated from observed gravity values.
 GC0295
 GC0295;                    North         East     Units Scale Factor Converg.
 GC0295;SPC TN       -   204,431.301   598,059.476   MT  0.99996614   -0 00 45.5
 GC0295;SPC TN       -   670,705.03  1,962,133.46   sFT  0.99996614   -0 00 45.5
 GC0295;UTM  16      - 4,003,900.580   587,988.560   MT  0.99969539   +0 34 39.3
 GC0295
 GC0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0295!SPC TN       -   0.99996773  x   0.99996614  =   0.99993387
 GC0295!UTM  16      -   0.99996773  x   0.99969539  =   0.99966313
 GC0295
 GC0295:                Primary Azimuth Mark                     Grid Az
 GC0295:SPC TN       -  DYER                                     084 13 34.4
 GC0295:UTM  16      -  DYER                                     083 38 09.6
 GC0295
 GC0295|---------------------------------------------------------------------|
 GC0295| PID    Reference Object                     Distance      Geod. Az  |
 GC0295|                                                           dddmmss.s |
 GC0295| GB1830 DYER                                APPROX. 2.7 KM 0841248.9 |
 GC0295| GC0296 MIDDLETON RM 1                       10.814 METERS 09902     |
 GC0295| GC0294 MIDDLETON RM 2                       10.598 METERS 31703     |
 GC0295|---------------------------------------------------------------------|
 GC0295
 GC0295                          SUPERSEDED SURVEY CONTROL
 GC0295
 GC0295  NAD 83(1995)-  36 10 33.19346(N)    086 01 17.65901(W) AD(       ) 2
 GC0295  NAD 83(1995)-  36 10 33.19377(N)    086 01 17.66084(W) AD(       ) 2
 GC0295  NAD 83(1986)-  36 10 33.20239(N)    086 01 17.65654(W) AD(       ) 2
 GC0295  NAD 27      -  36 10 32.98950(N)    086 01 17.70270(W) AD(       ) 2
 GC0295  NGVD 29 (??/??/92)  235.093  (m)          771.30   (f) ADJ UNCH    2 0
 GC0295
 GC0295.Superseded values are not recommended for survey control.
 GC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0295.See file dsdata.txt to determine how the superseded data were derived.
 GC0295
 GC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8798903901(NAD 83)
 GC0295_MARKER: DE = TRAVERSE STATION DISK
 GC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0295_STAMPING: MIDDLETON 1960
 GC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0295+STABILITY: SURFACE MOTION
 GC0295
 GC0295  HISTORY     - Date     Condition        Report By
 GC0295  HISTORY     - 1960     MONUMENTED       CGS
 GC0295  HISTORY     - 1960     GOOD             CGS
 GC0295
 GC0295                          STATION DESCRIPTION
 GC0295
 GC0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0295'THE STATION IS LOCATED ON THE SOUTH SLOPE OF A TIMBERED HILL, ABOUT
 GC0295'5.0 MILES WEST OF GORDONSVILLE, 3.0 MILES EAST OF GRANT, 1.0 MILE
 GC0295'WEST OF NEW MIDDLETON, 0.05 MILE NORTH OF STATE HIGHWAY 141 AND ON
 GC0295'MR. BRADLEY CHILTONS PROPERTY.
 GC0295'
 GC0295'TO REACH THE STATION FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST
 GC0295'ON STATE HIGHWAY 141 FOR 0.9 MILE TO THE CREST OF A RIDGE AND THE
 GC0295'END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 0.05 MILE TO THE STATION
 GC0295'AS DESCRIBED.
 GC0295'
 GC0295'STATION MARK IS 24 FEET SOUTH OF A 36-INCH TRIANGLE BLAZED LOCUST
 GC0295'TREE AND 2.4 FEET NORTHEAST OF A WITNESS SIGN.  THE MARK IS A
 GC0295'STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH,
 GC0295'AND IS STAMPED MIDDLETON 1960.
 GC0295'
 GC0295'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0295'OUTCROPPING BEDROCK, WHICH PROJECTS 3 INCHES ON THE WEST SIDE, SET
 GC0295'FLUSH, AND IS STAMPED MIDDLETON NO. 1 1960.
 GC0295'
 GC0295'REFERENCE MARK NO. 2 IS 12 FEET WEST OF A 36-INCH TRIANGLE BLAZED
 GC0295'LOCUST TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 GC0295'HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 10 INCHES ON THE SOUTH
 GC0295'SIDE, SET FLUSH, AND IS STAMPED MIDDLETON NO 2 1960.
 GC0295'
 GC0295'TRAVERSE STATION DYER WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC0295'DESCRIPTION THEREOF.
 GC0295'
 GC0295'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GC0295
 GC0295                          STATION RECOVERY (1960)
 GC0295
 GC0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0295'1 MI W FROM NEW MIDDLETON.
 GC0295'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0295'141 FOR 0.95 MILES TO THE CREST OF A RIDGE, THEN GO NORTH FOR
 GC0295'ABOUT 0.05 MILE TO THE STATION AS DESCRIBED.  THE STATION MARK
 GC0295'IS 24 FT. SOUTH OF A 36-INCH TRIANGLE BLAZED LOCUST TREE AND
 GC0295'2.4 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GC0295'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2274 ***********************************************************************
 FE2274  DESIGNATION -  MIDDLETON FIRE TOWER
 FE2274  PID         -  FE2274
 FE2274  STATE/COUNTY-  TN/HARDEMAN
 FE2274  USGS QUAD   -  MIDDLETON (1980)
 FE2274
 FE2274                         *CURRENT SURVEY CONTROL
 FE2274  ___________________________________________________________________
 FE2274* NAD 83(1995)-  35 01 07.52924(N)    088 55 24.14793(W)     ADJUSTED  
 FE2274* NAVD 88     -                                                        
 FE2274  ___________________________________________________________________
 FE2274  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2274  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2274
 FE2274  HORZ ORDER  -  THIRD
 FE2274
 FE2274.The horizontal coordinates were established by classical geodetic methods
 FE2274.and adjusted by the National Geodetic Survey in April 1999..
 FE2274
 FE2274
 FE2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2274
 FE2274.The geoid height was determined by GEOID03.
 FE2274
 FE2274;                    North         East     Units Scale Factor Converg.
 FE2274;SPC TN       -    80,034.041   333,218.059   MT  1.00004885   -1 42 41.3
 FE2274;SPC TN       -   262,578.35  1,093,232.92   sFT  1.00004885   -1 42 41.3
 FE2274;SPC MS E     -   611,957.772   291,782.600   MT  0.99995083   -0 03 06.0
 FE2274;SPC MS E     - 2,007,731.46    957,290.08   sFT  0.99995083   -0 03 06.0
 FE2274;UTM  16      - 3,876,813.851   324,517.616   MT  0.99997953   -1 06 14.4
 FE2274
 FE2274                          SUPERSEDED SURVEY CONTROL
 FE2274
 FE2274  NAD 83(1995)-  35 01 07.52924(N)    088 55 24.14793(W) AD(       ) 4
 FE2274  NAD 83(1995)-  35 01 07.54006(N)    088 55 24.14622(W) AD(       ) 4
 FE2274  NAD 83(1995)-  35 01 07.54080(N)    088 55 24.14716(W) AD(       ) 4
 FE2274  NAD 83(1986)-  35 01 07.54146(N)    088 55 24.14622(W) AD(       ) 4
 FE2274  NAD 27      -  35 01 07.21897(N)    088 55 23.93285(W) AD(       ) 3
 FE2274
 FE2274.Superseded values are not recommended for survey control.
 FE2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2274.See file dsdata.txt to determine how the superseded data were derived.
 FE2274
 FE2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2451876814(NAD 83)
 FE2274_MARKER: 55 = TOWER
 FE2274_MARK LOGO: CGS   
 FE2274
 FE2274  HISTORY     - Date     Condition        Report By
 FE2274  HISTORY     - 1967     FIRST OBSERVED   CGS
 FE2274
 FE2274                          STATION DESCRIPTION
 FE2274
 FE2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 FE2274'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF WALNUT,
 FE2274'MISSISSIPPI, 4 MILES SOUTHWEST OF MIDDLETON AND ON HIGH RIDGE.
 FE2274'
 FE2274'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 57
 FE2274'IN MIDDLETON, GO WEST ON STATE HIGHWAY 57 FOR 1.9 MILES TO
 FE2274'CROSSROAD (NUBBIN RIDGE ROAD) AND SIGN ON LEFT FIRE TOWER.  TURN LEFT
 FE2274'AND GO SOUTH ON A SURFACED ROAD 1.4 MILES TO STATION ON RIGHT AS
 FE2274'DESCRIBED.
 FE2274'
 FE2274'THE FIRE TOWER IS A METAL CABIN ATOP A 4 LEGGED SKELETON STRUCTURE
 FE2274'THAT IS 110 FEET HIGH AND BELONGS TO THE TENNESSEE FOREST SERVICE.
 FE2274'
 FE2274'A TRAVERSE CONNECTION WAS MADE FROM STATION CHICK AND THE DISTANCE IS
 FE2274'(7.05 FT.) OR 2.150 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0296 ***********************************************************************
 GC0296  DESIGNATION -  MIDDLETON RM 1
 GC0296  PID         -  GC0296
 GC0296  STATE/COUNTY-  TN/SMITH
 GC0296  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0296
 GC0296                         *CURRENT SURVEY CONTROL
 GC0296  ___________________________________________________________________
 GC0296* NAD 83(1986)-  36 10 32.     (N)    086 01 17.     (W)     SCALED    
 GC0296* NAVD 88     -       234.935  (meters)     770.78   (feet)  ADJUSTED  
 GC0296  ___________________________________________________________________
 GC0296  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0296  DYNAMIC HT  -         234.734 (meters)     770.12  (feet)  COMP
 GC0296  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0296
 GC0296  VERT ORDER  -  SECOND    CLASS 0
 GC0296
 GC0296.The horizontal coordinates were scaled from a topographic map and have
 GC0296.an estimated accuracy of +/- 6 seconds.
 GC0296
 GC0296.The orthometric height was determined by differential leveling
 GC0296.and adjusted by the National Geodetic Survey in June 1991..
 GC0296
 GC0296.The geoid height was determined by GEOID03.
 GC0296
 GC0296.The dynamic height is computed by dividing the NAVD 88
 GC0296.geopotential number by the normal gravity value computed on the
 GC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0296.degrees latitude (g = 980.6199 gals.).
 GC0296
 GC0296.The modeled gravity was interpolated from observed gravity values.
 GC0296
 GC0296;                    North         East    Units  Estimated Accuracy
 GC0296;SPC TN       -   204,400.      598,080.      MT  (+/- 180 meters Scaled)
 GC0296
 GC0296                          SUPERSEDED SURVEY CONTROL
 GC0296
 GC0296  NGVD 29 (??/??/92)  234.996  (m)          770.98   (f) ADJ UNCH    2 0
 GC0296
 GC0296.Superseded values are not recommended for survey control.
 GC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0296.See file dsdata.txt to determine how the superseded data were derived.
 GC0296
 GC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF880038(NAD 83)
 GC0296_MARKER: DR = REFERENCE MARK DISK
 GC0296_SETTING: 66 = SET IN ROCK OUTCROP
 GC0296_SP_SET: BEDROCK
 GC0296_STAMPING: MIDDLETON NO 1 1960
 GC0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0296+STABILITY: POSITION/ELEVATION WELL
 GC0296
 GC0296  HISTORY     - Date     Condition        Report By
 GC0296  HISTORY     - 1960     MONUMENTED       CGS
 GC0296
 GC0296                          STATION DESCRIPTION
 GC0296
 GC0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0296'1 MI W FROM NEW MIDDLETON.
 GC0296'THIS MARK IS LOCATED AT THE MIDDLETON 1960 STATION SITE, 35.5
 GC0296'FT. EAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 GC0296'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES ON THE WEST
 GC0296'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0294 ***********************************************************************
 GC0294  DESIGNATION -  MIDDLETON RM 2
 GC0294  PID         -  GC0294
 GC0294  STATE/COUNTY-  TN/SMITH
 GC0294  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0294
 GC0294                         *CURRENT SURVEY CONTROL
 GC0294  ___________________________________________________________________
 GC0294* NAD 83(1986)-  36 10 32.     (N)    086 01 17.     (W)     SCALED    
 GC0294* NAVD 88     -       236.177  (meters)     774.86   (feet)  ADJUSTED  
 GC0294  ___________________________________________________________________
 GC0294  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0294  DYNAMIC HT  -         235.975 (meters)     774.19  (feet)  COMP
 GC0294  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0294
 GC0294  VERT ORDER  -  SECOND    CLASS 0
 GC0294
 GC0294.The horizontal coordinates were scaled from a topographic map and have
 GC0294.an estimated accuracy of +/- 6 seconds.
 GC0294
 GC0294.The orthometric height was determined by differential leveling
 GC0294.and adjusted by the National Geodetic Survey in June 1991..
 GC0294
 GC0294.The geoid height was determined by GEOID03.
 GC0294
 GC0294.The dynamic height is computed by dividing the NAVD 88
 GC0294.geopotential number by the normal gravity value computed on the
 GC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0294.degrees latitude (g = 980.6199 gals.).
 GC0294
 GC0294.The modeled gravity was interpolated from observed gravity values.
 GC0294
 GC0294;                    North         East    Units  Estimated Accuracy
 GC0294;SPC TN       -   204,400.      598,080.      MT  (+/- 180 meters Scaled)
 GC0294
 GC0294                          SUPERSEDED SURVEY CONTROL
 GC0294
 GC0294  NGVD 29 (??/??/92)  236.238  (m)          775.06   (f) ADJ UNCH    2 0
 GC0294
 GC0294.Superseded values are not recommended for survey control.
 GC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0294.See file dsdata.txt to determine how the superseded data were derived.
 GC0294
 GC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF880038(NAD 83)
 GC0294_MARKER: DR = REFERENCE MARK DISK
 GC0294_SETTING: 66 = SET IN ROCK OUTCROP
 GC0294_SP_SET: BEDROCK
 GC0294_STAMPING: MIDDLETON NO 2 1960
 GC0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0294+STABILITY: POSITION/ELEVATION WELL
 GC0294
 GC0294  HISTORY     - Date     Condition        Report By
 GC0294  HISTORY     - 1960     MONUMENTED       CGS
 GC0294
 GC0294                          STATION DESCRIPTION
 GC0294
 GC0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0294'1 MI W FROM NEW MIDDLETON.
 GC0294'THIS MARK IS LOCATED AT THE MIDDLETON 1960 STATION SITE, 34.8
 GC0294'FT. NORTHWEST OF THE STATION MARK AND 12 FT. WEST OF A 36-INCH
 GC0294'TRIANGLE BLAZED TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GC0294'OUTCROPPING BEDROCK THAT PROJECTS 10 INCHES ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1644 ***********************************************************************
 GD1644  DESIGNATION -  MIDWAY
 GD1644  PID         -  GD1644
 GD1644  STATE/COUNTY-  TN/DYER
 GD1644  USGS QUAD   -  NEWBERN (1983)
 GD1644
 GD1644                         *CURRENT SURVEY CONTROL
 GD1644  ___________________________________________________________________
 GD1644* NAD 83(1995)-  36 05 48.95248(N)    089 18 12.47966(W)     ADJUSTED  
 GD1644* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 GD1644  ___________________________________________________________________
 GD1644  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GD1644  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1644
 GD1644  HORZ ORDER  -  THIRD
 GD1644
 GD1644.The horizontal coordinates were established by classical geodetic methods
 GD1644.and adjusted by the National Geodetic Survey in April 1999..
 GD1644
 GD1644.The orthometric height was scaled from a topographic map.
 GD1644
 GD1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1644
 GD1644.The geoid height was determined by GEOID03.
 GD1644
 GD1644;                    North         East     Units Scale Factor Converg.
 GD1644;SPC TN       -   200,690.513   302,580.909   MT  0.99995889   -1 56 02.3
 GD1644;SPC TN       -   658,432.12    992,717.53   sFT  0.99995889   -1 56 02.3
 GD1644;UTM  16      - 3,997,156.247   292,631.156   MT  1.00012988   -1 21 27.3
 GD1644
 GD1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1644!SPC TN       -   0.99998716  x   0.99995889  =   0.99994605
 GD1644!UTM  16      -   0.99998716  x   1.00012988  =   1.00011704
 GD1644
 GD1644:                Primary Azimuth Mark                     Grid Az
 GD1644:SPC TN       -  MIDWAY AZ MK                             005 21 10.3
 GD1644:UTM  16      -  MIDWAY AZ MK                             004 46 35.3
 GD1644
 GD1644|---------------------------------------------------------------------|
 GD1644| PID    Reference Object                     Distance      Geod. Az  |
 GD1644|                                                           dddmmss.s |
 GD1644| CG4577 MIDWAY AZ MK                                       0032508.0 |
 GD1644| CG4578 MIDWAY RM 1                           8.693 METERS 02427     |
 GD1644| CG4579 MIDWAY RM 2                           6.988 METERS 19806     |
 GD1644|---------------------------------------------------------------------|
 GD1644
 GD1644                          SUPERSEDED SURVEY CONTROL
 GD1644
 GD1644  NAD 83(1995)-  36 05 48.95587(N)    089 18 12.48005(W) AD(       ) 3
 GD1644  NAD 83(1995)-  36 05 48.95608(N)    089 18 12.47952(W) AD(       ) 3
 GD1644  NAD 83(1986)-  36 05 48.96379(N)    089 18 12.47935(W) AD(       ) 3
 GD1644  NAD 27      -  36 05 48.71150(N)    089 18 12.22810(W) AD(       ) 3
 GD1644
 GD1644.Superseded values are not recommended for survey control.
 GD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1644.See file dsdata.txt to determine how the superseded data were derived.
 GD1644
 GD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9263197156(NAD 83)
 GD1644_MARKER: DS = TRIANGULATION STATION DISK
 GD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1644_STAMPING: MIDWAY 1959
 GD1644_MARK LOGO: CGS   
 GD1644
 GD1644  HISTORY     - Date     Condition        Report By
 GD1644  HISTORY     - 1959     MONUMENTED       CGS
 GD1644  HISTORY     - 1967     GOOD             CGS
 GD1644
 GD1644                          STATION DESCRIPTION
 GD1644
 GD1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1644'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF DYERSBURG, ABOUT 3 MILES
 GD1644'SOUTHWEST OF NEWBERN, ON THE WEST SIDE OF A GRAVELED ROAD AND IS ON
 GD1644'A BANK ABOUT 5 FEET HIGHER THAN THE ROAD LEVEL.  IT IS 24 FEET WEST
 GD1644'OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET WEST OF A WIRE FENCE
 GD1644'AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 GD1644'FLUSH AND THE DISK IS STAMPED MIDWAY 1959.
 GD1644'
 GD1644'TO REACH THE STATION FROM THE NORTH ENTRANCE TO THE FAIRGROUNDS ON
 GD1644'U.S. HIGHWAY 51 IN DYERSBURG, GO NORTH ON HIGHWAY 51 FOR 1.95 MILES
 GD1644'TO A GRAVEL CROSSROAD AND A STORE ON THE LEFT.  CONTINUE NORTHEAST ON
 GD1644'HIGHWAY 51 FOR 2.5 MILES TO AN ANGLING SIDE ROAD LEFT.  TURN LEFT
 GD1644'AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF A GRADE
 GD1644'AND THE STATION ON THE LEFT.
 GD1644'
 GD1644'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 GD1644'ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK
 GD1644'ABOUT 100 FEET WEST OF THE GRAVELED ROAD, ON THE SOUTH SIDE OF THE
 GD1644'DRIVEWAY.
 GD1644'
 GD1644'REFERENCE MARK 1 IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GD1644'ROAD, 24 FEET NORTH OF THE WHITE WITNESS POST AND 1 FOOT WEST OF A
 GD1644'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY
 GD1644'NO 1 1959.
 GD1644'
 GD1644'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GD1644'ROAD, 28 FEET SOUTH OF THE WHITE WITNESS POST AND 1 FOOT WEST OF THE
 GD1644'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY
 GD1644'NO 2 1959.
 GD1644'
 GD1644'THE AZIMUTH MARK IS 65 FEET EAST OF A 36 INCH OAK TREE, 37 FEET SOUTH
 GD1644'OF A WIRE FENCE, 10 FEET NORTH OF THE NORTH EDGE OF A POND, 90 FEET
 GD1644'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET SOUTH OF THE
 GD1644'CENTERLINE OF A DRIVEWAY AND 2 FEET EAST OF A WHITE WITNESS POST.
 GD1644'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY 1959.
 GD1644'
 GD1644'NO MEASUREMENT BETWEEN R.M. 1 AND 2 BECAUSE OF FENCE POST ON LINE.
 GD1644'
 GD1644'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1644
 GD1644                          STATION RECOVERY (1967)
 GD1644
 GD1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1644'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1644'THE OLD WOODEN WITNESS POSTS HAVE ROTTED AWAY AND NEW METAL WITNESS
 GD1644'POSTS AND SIGNS WERE SET.
 GD1644'
 GD1644'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1644'
 GD1644'THE STATION IS LOCATED ATOP A ROAD BANK ABOUT 4-1/2 MILES NORTHEAST
 GD1644'OF DYERSBURG AND 3 MILES SOUTHWEST OF NEWBERN.
 GD1644'
 GD1644'TO REACH THE STATION FROM THE NORTH ENTRANCE INTO THE DYER COUNTY
 GD1644'FAIRGROUNDS IN DYERSBURG, GO NORTH ON U.S. HIGHWAY 51 FOR 1.95 MILES
 GD1644'TO A CROSSROAD WHERE HIGHWAY BEARS TO THE RIGHT.  HERE CONTINUE
 GD1644'NORTHEASTERLY ON U.S. HIGHWAY 51 FOR 2.5 MILES TO A SIDE ROAD
 GD1644'LEFT, BEAR LEFT ONTO THIS SIDE ROAD AND GO NORTHERLY ON A GRAVELED
 GD1644'ROAD FOR 0.5 MILE TO A ROAD CUT AND THE STATION ON THE LEFT ATOP
 GD1644'BANK AS DESCRIBED.
 GD1644'
 GD1644'THE STATION IS 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1644'GRAVELED ROAD, 4.9 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN,
 GD1644'3 FEET WEST OF A WIRE FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 GD1644'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1644'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MIDWAY 1959.
 GD1644'
 GD1644'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1644'THE GRAVELED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD
 GD1644'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD1644'AND THE DISK IS STAMPED MIDWAY NO 1 1959.
 GD1644'
 GD1644'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1644'GRAVELED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD
 GD1644'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD1644'AND THE DISK IS STAMPED MIDWAY NO 2 1959.
 GD1644'
 GD1644'DUE TO LARGE BRACE POSTS ON LINE, THE REFERENCE MARKS COULD NOT BE
 GD1644'MEASURED BETWEEN.
 GD1644'
 GD1644'THE AZIMUTH MARK IS 92 FEET WEST OF THE APPROXIMATE CENTER OF A
 GD1644'GRAVELED ROAD, 65 FEET EAST OF A 36-INCH OAK TREE, 38 FEET SOUTH OF
 GD1644'A FENCE, 15 FEET SOUTH OF THE APPROXIMATE CENTER OF A FARM DRIVE AND
 GD1644'0.7 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1644'STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 GD1644'MONUMENT THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GD1644'MIDWAY 1959.
 GD1644'
 GD1644'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 GD1644'GRAVELED ROAD FOR 0.3 MILE TO A FARM DRIVE ON THE LEFT AND THE MARK
 GD1644'ABOUT 100 FEET WEST ALONG SOUTH SIDE OF DRIVEWAY.
 GD1644'
 GD1644'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0901 ***********************************************************************
 GD0901  DESIGNATION -  MIDWAY REF BOLT
 GD0901  PID         -  GD0901
 GD0901  STATE/COUNTY-  TN/DYER
 GD0901  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0901
 GD0901                         *CURRENT SURVEY CONTROL
 GD0901  ___________________________________________________________________
 GD0901* NAD 83(1986)-  36 00 23.     (N)    089 41 24.     (W)     SCALED    
 GD0901* NAVD 88     -        78.323  (meters)     256.96   (feet)  ADJUSTED  
 GD0901  ___________________________________________________________________
 GD0901  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0901  DYNAMIC HT  -          78.257 (meters)     256.75  (feet)  COMP
 GD0901  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GD0901
 GD0901  VERT ORDER  -  FIRST     CLASS II
 GD0901
 GD0901.The horizontal coordinates were scaled from a topographic map and have
 GD0901.an estimated accuracy of +/- 6 seconds.
 GD0901
 GD0901.The orthometric height was determined by differential leveling
 GD0901.and adjusted by the National Geodetic Survey in June 1991..
 GD0901
 GD0901.The geoid height was determined by GEOID03.
 GD0901
 GD0901.The dynamic height is computed by dividing the NAVD 88
 GD0901.geopotential number by the normal gravity value computed on the
 GD0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0901.degrees latitude (g = 980.6199 gals.).
 GD0901
 GD0901.The modeled gravity was interpolated from observed gravity values.
 GD0901
 GD0901;                    North         East    Units  Estimated Accuracy
 GD0901;SPC TN       -   191,900.      267,420.      MT  (+/- 180 meters Scaled)
 GD0901
 GD0901                          SUPERSEDED SURVEY CONTROL
 GD0901
 GD0901  NGVD 29 (??/??/??)   78.264  (m)          256.77   (f) ADJUSTED    1 2
 GD0901
 GD0901.Superseded values are not recommended for survey control.
 GD0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0901.See file dsdata.txt to determine how the superseded data were derived.
 GD0901
 GD0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE575880(NAD 83)
 GD0901_MARKER: B = BOLT
 GD0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0901_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0901_STAMPING: REF BM MIDWAY 1947
 GD0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0901
 GD0901  HISTORY     - Date     Condition        Report By
 GD0901  HISTORY     - 1947     MONUMENTED       DOD
 GD0901  HISTORY     - 1957     GOOD             CGS
 GD0901
 GD0901                          STATION DESCRIPTION
 GD0901
 GD0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0901'AT MIDWAY.
 GD0901'AT MIDWAY, ABOUT 0.15 MILE WEST-NORTHWEST OF THE BAPTIST CHURCH,
 GD0901'447 FEET WEST OF CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET
 GD0901'NORTH OF CENTER LINE OF A NARROW ROAD WEST TO A HOUSE, 38 FEET
 GD0901'SOUTHEAST OF A FENCE CORNER (FENCES EXTEND NORTH AND EAST),
 GD0901'20 FEET SOUTH OF FENCE LINE EAST, 15 1/2 FEET NORTH AND ACROSS
 GD0901'ROAD WEST FROM AN EAST WEST FENCE LINE, ABOUT 2 FEET ABOVE LEVEL
 GD0901'OF ROAD WEST (PIPE AND CAP) AND IS A U.S.E. CAP ON 3-INCH IRON
 GD0901'PIPE PROJECTING 20 INCHES AND SET DIRECTLY OVER A BOLT IN
 GD0901'CONCRETE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0900 ***********************************************************************
 GD0900  DESIGNATION -  MIDWAY REF CAP
 GD0900  PID         -  GD0900
 GD0900  STATE/COUNTY-  TN/DYER
 GD0900  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0900
 GD0900                         *CURRENT SURVEY CONTROL
 GD0900  ___________________________________________________________________
 GD0900* NAD 83(1986)-  36 00 23.     (N)    089 41 24.     (W)     SCALED    
 GD0900* NAVD 88     -        79.536  (meters)     260.94   (feet)  ADJUSTED  
 GD0900  ___________________________________________________________________
 GD0900  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0900  DYNAMIC HT  -          79.469 (meters)     260.72  (feet)  COMP
 GD0900  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GD0900
 GD0900  VERT ORDER  -  FIRST     CLASS II
 GD0900
 GD0900.The horizontal coordinates were scaled from a topographic map and have
 GD0900.an estimated accuracy of +/- 6 seconds.
 GD0900
 GD0900.The orthometric height was determined by differential leveling
 GD0900.and adjusted by the National Geodetic Survey in June 1991..
 GD0900
 GD0900.The geoid height was determined by GEOID03.
 GD0900
 GD0900.The dynamic height is computed by dividing the NAVD 88
 GD0900.geopotential number by the normal gravity value computed on the
 GD0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0900.degrees latitude (g = 980.6199 gals.).
 GD0900
 GD0900.The modeled gravity was interpolated from observed gravity values.
 GD0900
 GD0900;                    North         East    Units  Estimated Accuracy
 GD0900;SPC TN       -   191,900.      267,420.      MT  (+/- 180 meters Scaled)
 GD0900
 GD0900                          SUPERSEDED SURVEY CONTROL
 GD0900
 GD0900  NGVD 29 (??/??/??)   79.485  (m)          260.78   (f) ADJUSTED    1 2
 GD0900
 GD0900.Superseded values are not recommended for survey control.
 GD0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0900.See file dsdata.txt to determine how the superseded data were derived.
 GD0900
 GD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE575880(NAD 83)
 GD0900_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0900_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0900_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0900_STAMPING: REF BM MIDWAY 1947
 GD0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0900
 GD0900  HISTORY     - Date     Condition        Report By
 GD0900  HISTORY     - 1947     MONUMENTED       DOD
 GD0900  HISTORY     - 1957     GOOD             CGS
 GD0900  HISTORY     - 20020717 POOR             USACE
 GD0900
 GD0900                          STATION DESCRIPTION
 GD0900
 GD0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0900'AT MIDWAY.
 GD0900'AT MIDWAY, ABOUT 0.15 MILE WEST-NORTHWEST OF THE BAPTIST CHURCH,
 GD0900'447 FEET WEST OF CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET
 GD0900'NORTH OF CENTER LINE OF A NARROW ROAD WEST TO A HOUSE, 38 FEET
 GD0900'SOUTHEAST OF A FENCE CORNER (FENCES EXTEND NORTH AND EAST),
 GD0900'20 FEET SOUTH OF FENCE LINE EAST, 15 1/2 FEET NORTH AND ACROSS
 GD0900'ROAD WEST FROM AN EAST WEST FENCE LINE, ABOUT 2 FEET ABOVE LEVEL
 GD0900'OF ROAD WEST (PIPE AND CAP) AND IS A U.S.E. CAP ON 3-INCH IRON
 GD0900'PIPE PROJECTING 20 INCHES.
 GD0900
 GD0900                          STATION RECOVERY (2002)
 GD0900
 GD0900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0900'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2386 ***********************************************************************
 FE2386  DESIGNATION -  MILAN
 FE2386  PID         -  FE2386
 FE2386  STATE/COUNTY-  TN/GIBSON
 FE2386  USGS QUAD   -  MILAN (1983)
 FE2386
 FE2386                         *CURRENT SURVEY CONTROL
 FE2386  ___________________________________________________________________
 FE2386* NAD 83(1995)-  35 53 42.47709(N)    088 45 21.09285(W)     ADJUSTED  
 FE2386* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 FE2386  ___________________________________________________________________
 FE2386  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FE2386  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2386
 FE2386  HORZ ORDER  -  SECOND
 FE2386
 FE2386.The horizontal coordinates were established by classical geodetic methods
 FE2386.and adjusted by the National Geodetic Survey in April 1999..
 FE2386
 FE2386.The orthometric height was scaled from a topographic map.
 FE2386
 FE2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2386
 FE2386.The geoid height was determined by GEOID03.
 FE2386
 FE2386;                    North         East     Units Scale Factor Converg.
 FE2386;SPC TN       -   176,782.793   351,238.601   MT  0.99994897   -1 36 48.2
 FE2386;SPC TN       -   579,994.88  1,152,355.31   sFT  0.99994897   -1 36 48.2
 FE2386;UTM  16      - 3,973,741.127   341,531.522   MT  0.99990944   -1 01 46.9
 FE2386
 FE2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2386!SPC TN       -   0.99998074  x   0.99994897  =   0.99992971
 FE2386!UTM  16      -   0.99998074  x   0.99990944  =   0.99989018
 FE2386
 FE2386:                Primary Azimuth Mark                     Grid Az
 FE2386:SPC TN       -  MILAN COMPRESS TANK                      002 56 59.5
 FE2386:UTM  16      -  MILAN COMPRESS TANK                      002 21 58.2
 FE2386
 FE2386|---------------------------------------------------------------------|
 FE2386| PID    Reference Object                     Distance      Geod. Az  |
 FE2386|                                                           dddmmss.s |
 FE2386| FE2383 MILAN COMPRESS TANK                 APPROX. 3.1 KM 0012011.3 |
 FE2386| FE2309 MILAN ORDNANCE DEPOT C TANK         APPROX. 5.7 KM 0614739.4 |
 FE2386| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX. 4.3 KM 0795200.0 |
 FE2386| FE2310 MILAN ORDNANCE DEPOT D TANK         APPROX. 8.3 KM 0832212.7 |
 FE2386| FE2308 MILAN ORDNANCE DEPOT B TANK         APPROX. 6.7 KM 0923612.8 |
 FE2386| CG4583 MILAN RM 2                           26.385 METERS 10748     |
 FE2386| CG4584 MILAN RM 3                           26.386 METERS 10749     |
 FE2386| CG4580 MILAN AZ MK                                        1230743.7 |
 FE2386| FE2301 MILAN ORDNANCE DEPOT HQ TANK        APPROX. 9.4 KM 1230856.2 |
 FE2386| FE2391 MEDINA MUNICIPAL TANK               APPROX.10.4 KM 1901304.4 |
 FE2386| FE2385 MILAN RAD STA WKBJ MAST             APPROX. 2.4 KM 2874748.1 |
 FE2386| CG4581 MILAN AZ MK 2                                      3355608.2 |
 FE2386| FE2384 MILAN MUNICIPAL TANK                APPROX. 2.6 KM 3521825.1 |
 FE2386| CG4582 MILAN RM 1                           26.452 METERS 35610     |
 FE2386|---------------------------------------------------------------------|
 FE2386
 FE2386                          SUPERSEDED SURVEY CONTROL
 FE2386
 FE2386  NAD 83(1995)-  35 53 42.48044(N)    088 45 21.09743(W) AD(       ) 2
 FE2386  NAD 83(1986)-  35 53 42.48836(N)    088 45 21.09292(W) AD(       ) 2
 FE2386  NAD 27      -  35 53 42.25050(N)    088 45 20.87620(W) AD(       ) 2
 FE2386
 FE2386.Superseded values are not recommended for survey control.
 FE2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2386.See file dsdata.txt to determine how the superseded data were derived.
 FE2386
 FE2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4153273741(NAD 83)
 FE2386_MARKER: DS = TRIANGULATION STATION DISK
 FE2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2386
 FE2386  HISTORY     - Date     Condition        Report By
 FE2386  HISTORY     - 1958     MONUMENTED       CGS
 FE2386  HISTORY     - 1972     GOOD             NGS
 FE2386
 FE2386                          STATION DESCRIPTION
 FE2386
 FE2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2386'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MEDINA, ABOUT 1 MILE
 FE2386'SOUTH OF MILAN AND 0.3 MILE WEST OF U.S. HIGHWAY 45 E. IT IS ON
 FE2386'PROPERTY OWNED BY C.V. TAYLOR AND O.C. CLEMMER. IT IS 111 FEET
 FE2386'NORTHEAST OF THE SOUTHEAST CORNER OF A SHED, 108 FEET NORTHWEST
 FE2386'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 27 FEET NORTHEAST OF A
 FE2386'FENCE CORNER AND 12 INCH DOGWOOD TREE AND 8 FEET EAST OF A
 FE2386'FENCE AND WHITE WITNESS POST. THE MARK IS 14 INCHES UNDERGROUND AND
 FE2386'THE DISK IS STAMPED MILAN 1958.
 FE2386'
 FE2386'TO REACH THE STATION FROM THE POST OFFICE IN MILAN, GO SOUTH ON U.S.
 FE2386'HIGHWAY 45 E (BUSINESS ROUTE) FOR 0.6 MILE TO THE JUNCTION OF
 FE2386'HIGHWAY 45 E.  CONTINUE SOUTH ON HIGHWAY 45 E FOR 1.2 MILES TO A DIRT
 FE2386'CROSSROAD.* TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR 0.3 MILE TO
 FE2386'THE STATION AS DESCRIBED.
 FE2386'
 FE2386'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, CONTINUE SOUTH ON
 FE2386'HIGHWAY 45 E FOR 0.25 MILE TO THE MARK ON THE RIGHT, WEST SIDE OF
 FE2386'THE HIGHWAY.
 FE2386'
 FE2386'REFERENCE MARK 1 IS 87 FEET NORTH OF THE WHITE WITNESS POST, 25 FEET
 FE2386'SOUTH OF A 12 INCH ELM TREE AND 1 FOOT EAST OF A FENCE.  THE MARK
 FE2386'IS FLUSH AND THE DISK IS STAMPED MILAN NO 1 1958.
 FE2386'
 FE2386'REFERENCE MARK 2 IS 62 FEET EAST OF THE EAST SIDE OF A GATE, 19 FEET
 FE2386'NORTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTH OF A FENCE.
 FE2386'THE MARK IS FLUSH AND THE DISK IS STAMPED MILAN NO 2 1958.
 FE2386'
 FE2386'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF HIGHWAY 45 E
 FE2386'AND 1 FOOT NORTH OF A POWER LINE POLE AND WHITE WITNESS POST.
 FE2386'THE MARK IS FLUSH AND THE DISK IS STAMPED MILAN 1958.
 FE2386'
 FE2386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2386
 FE2386                          STATION RECOVERY (1972)
 FE2386
 FE2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2386'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FE2386'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISK FOR REFERENCE
 FE2386'MARK NO. 2 HAD BEEN SHEARED OFF BUT PART OF THE SHANK REMAINED.  THE
 FE2386'POINT WAS HELD AND THE CONCRETE MONUMENT WAS SQUARED OFF AND A NEW
 FE2386'DISK MILAN 1958 NO 3 1972 WAS CEMENTED IN A DRILL HOLE IN THE
 FE2386'ORIGINAL MONUMENT AND MARKS VERY NEARLY THE SAME HORIZONTAL
 FE2386'POSITION AS DID REFERENCE MARK NO. 2.  THE AZIMUTH MARK WAS
 FE2386'OBSTRUCTED BY THE CORNER OF A NEW BRICK HOME, AND AS IT WOULD BE
 FE2386'DESTROYED BY CONSTRUCTION ALONG U.S. HIGHWAY 45E, THE MARK WAS
 FE2386'DESTROYED AND THE DISK REMOVED.  A NEW AZIMUTH MARK WAS
 FE2386'ESTABLISHED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FE2386'OBSERVED ON ALL OBJECTS USING POSITIONED INTERSECTION STATION
 FE2386'MILAN, RADIO STATION WKBJ MAST (1958) AS THE INITIAL.  IN CHECKING
 FE2386'THE HORIZONTAL ANGLES OBSERVED THIS DATE ON ANGLES OBSERVED IN
 FE2386'1958 THEY ALL CHECKED WELL WITHIN THE REQUIRED LIMITS.
 FE2386'VERTICAL ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE
 FE2386'MEASUREMENTS MADE, AND WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY
 FE2386'OF MINUS 0.02 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1.
 FE2386'
 FE2386'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2386'
 FE2386'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MEDINA, ABOUT 1 MILE
 FE2386'SOUTH OF MILAN, ABOUT 0.35 OF A MILE WEST OF U.S.  HIGHWAY 45E,
 FE2386'AND IS ON THE PROPERTY OF MRS. J.H. ROYER OF MILAN.
 FE2386'
 FE2386'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE HUB INTERSECTION
 FE2386'OF U.S. HIGHWAYS 45E, 70 AND 79 AND STATE ROUTES 104 AND 77 IN
 FE2386'MILAN, GO EASTERLY ON U.S. HIGHWAY 45E AND STATE ROUTE 104 FOR ABOUT
 FE2386'0.1 OF A MILE TO WHERE STATE ROUTE 104 BEARS LEFT AND U.S. 45E
 FE2386'BEARS RIGHT.  HERE BEAR RIGHT ON U.S. HIGHWAY 45E AND GO SOUTHERLY
 FE2386'FOR 1.45 MILES TO CRAIG DRIVE ON THE RIGHT, HERE TURN RIGHT ON
 FE2386'CRAIG DRIVE AND GO WESTERLY FOR 0.35 OF A MILE TO THE TOP OF THE
 FE2386'HILL, THE HOME OF C.V. TAYLOR ON THE LEFT, AND THE STATION ON THE
 FE2386'RIGHT AS DESCRIBED.
 FE2386'
 FE2386'THE STATION IS 93 FEET WEST-NORTHWEST AND ACROSS CRAIG DRIVE FROM A
 FE2386'48-INCH BLACK OAK TREE, 89 FEET NORTHEAST AND ACROSS CRAIG
 FE2386'DRIVE FROM THE NORTHEAST CORNER OF A METAL BUILDING, 38 FEET NORTH OF
 FE2386'THE APPROXIMATE CENTER OF CRAIG DRIVE, 20 FEET NORTH OF A FIRE
 FE2386'HYDRANT, 16 FEET NORTH OF A GUYED POWERLINE POLE, AND 1.0 FOOT EAST
 FE2386'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE
 FE2386'TOP OF 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 14 INCHES BELOW THE
 FE2386'SURFACE OF THE SURROUNDING SURFACE, AND THE DISK IS STAMPED MILAN
 FE2386'1958.
 FE2386'
 FE2386'REFERENCE MARK NO. 1 IS 125 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE2386'CRAIG DRIVE, 105 FEET NORTH OF A FIRE HYDRANT, 99 FEET NORTH OF
 FE2386'THE GUYED POWERLINE POLE, 24 FEET SOUTH OF A 30-INCH ELM TREE, 1.5
 FE2386'FEET EAST OF AN OLD NORTH-SOUTH FENCE LINE, AND ABOUT 3 FEET BELOW
 FE2386'THE GROUND ELEVATION AT THE STATION.  IT IS A STANDARD DISK SET IN
 FE2386'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FE2386'INCHES AND THE DISK IS STAMPED MILAN NO 1 1958.
 FE2386'
 FE2386'REFERENCE MARK NO. 3 IS 92 FEET EAST OF THE GUYED POWERLINE POLE, 91
 FE2386'FEET EAST OF THE FIRE HYDRANT, 51 FEET NORTHWEST AND ACROSS CRAIG
 FE2386'DRIVE FROM A UTILITY AND LIGHT POLE, 35 FEET NORTH AND ACROSS CRAIG
 FE2386'DRIVE FROM THE 48-INCH BLACK OAK TREE, 17 FEET NORTH OF THE
 FE2386'APPROXIMATE CENTER OF CRAIG DRIVE, AND ABOUT 1 FOOT BELOW THE GROUND
 FE2386'ELEVATION AT THE STATION.  IT IS A STANDARD DISK SET IN THE
 FE2386'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2386'STAMPED MILAN 1958 NO 3 1972.
 FE2386'
 FE2386'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2386'REFERENCE MARK NO. 3 IS 143.39 FEET, (43.705) METERS.
 FE2386'
 FE2386'THE AZIMUTH MARK IS ABOUT 0.45 OF A MILE NORTHWEST OF THE STATION, 81
 FE2386'FEET WEST OF A LIGHT POLE, 74 FEET EAST OF THE PORTICO ENTRANCE
 FE2386'WALKS INTO THE ITT PLANT, 36 FEET WEST OF THE APPROXIMATE CENTER OF A
 FE2386'SERVICE DRIVE, 21 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE
 FE2386'DESIGNATION SIGN, 20 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FE2386'LARGE DESIGNATION SIGN, 12 FEET SOUTH OF THE APPROXIMATE CENTER
 FE2386'OF THE MAIN DRIVE INTO THE PLANT, NEAR THE POINT OF CURVE OF A
 FE2386'RETAINING WALL, AND ON THE PROPERTY OF ITT TELECOMMUNICATIONS
 FE2386'PLANT. MR. DAN ROBINSON, PLANT MANAGER GAVE PERMISSION TO ESTABLISH
 FE2386'THE MARK. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FE2386'CONCRETE RETAINING WALL AND CURB AROUND A LANDSCAPED AREA AT THE
 FE2386'PLANT ENTRANCE, AND THE DISK IS STAMPED MILAN 1958 1972.
 FE2386'
 FE2386'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON CRAIG
 FE2386'DRIVE FOR 0.1 OF A MILE TO TELCON ROAD. HERE TURN RIGHT ON TELCON
 FE2386'ROAD AND GO NORTHERLY FOR 0.4 OF A MILE TO THE MAIN ENTRANCE ROAD
 FE2386'LEADING INTO THE ITT PLANT COMPLEX. HERE TURN LEFT ONTO ENTRANCE
 FE2386'ROAD AND GO WESTERLY FOR 0.1 OF A MILE TO THE MARK ON THE LEFT AS
 FE2386'DESCRIBED.
 FE2386'
 FE2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.0 MILE SOUTH
 FE2386'OF MILAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2383 ***********************************************************************
 FE2383  DESIGNATION -  MILAN COMPRESS TANK
 FE2383  PID         -  FE2383
 FE2383  STATE/COUNTY-  TN/GIBSON
 FE2383  USGS QUAD   -  MILAN (1983)
 FE2383
 FE2383                         *CURRENT SURVEY CONTROL
 FE2383  ___________________________________________________________________
 FE2383* NAD 83(1995)-  35 55 21.80582(N)    088 45 18.24387(W)     ADJUSTED  
 FE2383* NAVD 88     -                                                        
 FE2383  ___________________________________________________________________
 FE2383  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FE2383  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2383
 FE2383  HORZ ORDER  -  THIRD
 FE2383
 FE2383.The horizontal coordinates were established by classical geodetic methods
 FE2383.and adjusted by the National Geodetic Survey in April 1999..
 FE2383
 FE2383
 FE2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2383
 FE2383.The geoid height was determined by GEOID03.
 FE2383
 FE2383;                    North         East     Units Scale Factor Converg.
 FE2383;SPC TN       -   179,840.872   351,396.184   MT  0.99994959   -1 36 46.5
 FE2383;SPC TN       -   590,027.93  1,152,872.31   sFT  0.99994959   -1 36 46.5
 FE2383;UTM  16      - 3,976,800.529   341,657.956   MT  0.99990895   -1 01 47.6
 FE2383
 FE2383                          SUPERSEDED SURVEY CONTROL
 FE2383
 FE2383  NAD 83(1995)-  35 55 21.80905(N)    088 45 18.24831(W) AD(       ) 4
 FE2383  NAD 83(1986)-  35 55 21.81708(N)    088 45 18.24384(W) AD(       ) 4
 FE2383  NAD 27      -  35 55 21.57900(N)    088 45 18.02700(W) AD(       ) 3
 FE2383
 FE2383.Superseded values are not recommended for survey control.
 FE2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2383.See file dsdata.txt to determine how the superseded data were derived.
 FE2383
 FE2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4165876801(NAD 83)
 FE2383_MARKER: 53 = ELEVATED TANK
 FE2383
 FE2383  HISTORY     - Date     Condition        Report By
 FE2383  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2383
 FE2383                          STATION DESCRIPTION
 FE2383
 FE2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2383'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE MILAN
 FE2383'COMPRESS COMPANY LOCATED AT THE SOUTHWEST CORNER OF THE COMPANY
 FE2383'PLANT ABOUT 200 FEET WEST OF THE INTERSECTION OF BROAD AND NORTH
 FE2383'STREETS IN THE NORTHEAST SECTION OF MILAN.  IT IS A STEEL TANK
 FE2383'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND PAINTED SILVER.  THE
 FE2383'HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2384 ***********************************************************************
 FE2384  DESIGNATION -  MILAN MUNICIPAL TANK
 FE2384  PID         -  FE2384
 FE2384  STATE/COUNTY-  TN/GIBSON
 FE2384  USGS QUAD   -  MILAN (1983)
 FE2384
 FE2384                         *CURRENT SURVEY CONTROL
 FE2384  ___________________________________________________________________
 FE2384* NAD 83(1995)-  35 55 06.61431(N)    088 45 35.06496(W)     ADJUSTED  
 FE2384* NAVD 88     -                                                        
 FE2384  ___________________________________________________________________
 FE2384  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FE2384  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2384
 FE2384  HORZ ORDER  -  THIRD
 FE2384
 FE2384.The horizontal coordinates were established by classical geodetic methods
 FE2384.and adjusted by the National Geodetic Survey in April 1999..
 FE2384
 FE2384
 FE2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2384
 FE2384.The geoid height was determined by GEOID03.
 FE2384
 FE2384;                    North         East     Units Scale Factor Converg.
 FE2384;SPC TN       -   179,384.735   350,961.469   MT  0.99994948   -1 36 56.4
 FE2384;SPC TN       -   588,531.42  1,151,446.09   sFT  0.99994948   -1 36 56.4
 FE2384;UTM  16      - 3,976,340.010   341,227.923   MT  0.99991063   -1 01 57.1
 FE2384
 FE2384                          SUPERSEDED SURVEY CONTROL
 FE2384
 FE2384  NAD 83(1995)-  35 55 06.61755(N)    088 45 35.06941(W) AD(       ) 4
 FE2384  NAD 83(1986)-  35 55 06.62559(N)    088 45 35.06492(W) AD(       ) 4
 FE2384  NAD 27      -  35 55 06.39000(N)    088 45 34.84800(W) AD(       ) 3
 FE2384
 FE2384.Superseded values are not recommended for survey control.
 FE2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2384.See file dsdata.txt to determine how the superseded data were derived.
 FE2384
 FE2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4122876340(NAD 83)
 FE2384_MARKER: 53 = ELEVATED TANK
 FE2384
 FE2384  HISTORY     - Date     Condition        Report By
 FE2384  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2384
 FE2384                          STATION DESCRIPTION
 FE2384
 FE2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2384'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 FE2384'LOCATED ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF WILLIAMSON
 FE2384'AND 2ND STREETS IN THE WEST-CENTRAL SECTION OF MILAN.  IT IS A STEEL
 FE2384'TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND PAINTED SILVER.
 FE2384'THE HEIGHT IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2301 ***********************************************************************
 FE2301  DESIGNATION -  MILAN ORDNANCE DEPOT HQ TANK
 FE2301  PID         -  FE2301
 FE2301  STATE/COUNTY-  TN/CARROLL
 FE2301  USGS QUAD   -  SPRING CREEK (1983)
 FE2301
 FE2301                         *CURRENT SURVEY CONTROL
 FE2301  ___________________________________________________________________
 FE2301* NAD 83(1995)-  35 50 54.86780(N)    088 40 06.09482(W)     ADJUSTED  
 FE2301* NAVD 88     -                                                        
 FE2301  ___________________________________________________________________
 FE2301  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FE2301  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2301
 FE2301  HORZ ORDER  -  THIRD
 FE2301
 FE2301.The horizontal coordinates were established by classical geodetic methods
 FE2301.and adjusted by the National Geodetic Survey in April 1999..
 FE2301
 FE2301
 FE2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2301
 FE2301.The geoid height was determined by GEOID03.
 FE2301
 FE2301;                    North         East     Units Scale Factor Converg.
 FE2301;SPC TN       -   171,400.168   358,994.045   MT  0.99994843   -1 33 43.8
 FE2301;SPC TN       -   562,335.38  1,177,799.63   sFT  0.99994843   -1 33 43.8
 FE2301;UTM  16      - 3,968,438.160   349,341.033   MT  0.99987970   -0 58 38.1
 FE2301
 FE2301                          SUPERSEDED SURVEY CONTROL
 FE2301
 FE2301  NAD 83(1995)-  35 50 54.87119(N)    088 40 06.10004(W) AD(       ) 4
 FE2301  NAD 83(1986)-  35 50 54.87892(N)    088 40 06.09506(W) AD(       ) 4
 FE2301  NAD 27      -  35 50 54.64000(N)    088 40 05.88800(W) AD(       ) 3
 FE2301
 FE2301.Superseded values are not recommended for survey control.
 FE2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2301.See file dsdata.txt to determine how the superseded data were derived.
 FE2301
 FE2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4934168438(NAD 83)
 FE2301_MARKER: 53 = ELEVATED TANK
 FE2301
 FE2301  HISTORY     - Date     Condition        Report By
 FE2301  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2301
 FE2301                          STATION DESCRIPTION
 FE2301
 FE2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2301'THE STATIONS ARE THE FINIALS OF THE WATER TANKS.  THE TANKS ARE
 FE2301'LOCATED IN THE WOLF CREEK DIVISION OF THE MILAN ORDNANCE
 FE2301'DEPOT.  THEY ARE ALL SUPPORTED BY SIX LEGGED STEEL STRUCTURES.  THEY
 FE2301'ARE DESIGNATED HEADQUARTERS, A, B, C, AND D.  THE HEADQUARTERS TANK
 FE2301'IS 181 FEET HIGH, TANK A IS 154.5 FEET HIGH, TANK B IS 159.5 FEET
 FE2301'HIGH, TANK C IS 209.5 FEET HIGH AND TANK D IS 209.5 FEET HIGH.  THE
 FE2301'LOCATION OF THE WATER TANKS ON THE BASE MAY BE OBTAINED FROM THE
 FE2301'ENGINEERING DEPARTMENT OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2307 ***********************************************************************
 FE2307  DESIGNATION -  MILAN ORDNANCE DEPOT A TANK
 FE2307  PID         -  FE2307
 FE2307  STATE/COUNTY-  TN/GIBSON
 FE2307  USGS QUAD   -  ATWOOD (1983)
 FE2307
 FE2307                         *CURRENT SURVEY CONTROL
 FE2307  ___________________________________________________________________
 FE2307* NAD 83(1995)-  35 54 06.72538(N)    088 42 34.11712(W)     ADJUSTED  
 FE2307* NAVD 88     -                                                        
 FE2307  ___________________________________________________________________
 FE2307  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FE2307  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE2307
 FE2307  HORZ ORDER  -  THIRD
 FE2307
 FE2307.The horizontal coordinates were established by classical geodetic methods
 FE2307.and adjusted by the National Geodetic Survey in April 1999..
 FE2307
 FE2307
 FE2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2307
 FE2307.The geoid height was determined by GEOID03.
 FE2307
 FE2307;                    North         East     Units Scale Factor Converg.
 FE2307;SPC TN       -   177,412.933   355,444.957   MT  0.99994910   -1 35 10.4
 FE2307;SPC TN       -   582,062.26  1,166,155.66   sFT  0.99994910   -1 35 10.4
 FE2307;UTM  16      - 3,974,414.050   345,731.041   MT  0.99989326   -1 00 09.5
 FE2307
 FE2307                          SUPERSEDED SURVEY CONTROL
 FE2307
 FE2307  NAD 83(1995)-  35 54 06.72857(N)    088 42 34.12193(W) AD(       ) 4
 FE2307  NAD 83(1986)-  35 54 06.73656(N)    088 42 34.11723(W) AD(       ) 4
 FE2307  NAD 27      -  35 54 06.50000(N)    088 42 33.90600(W) AD(       ) 3
 FE2307
 FE2307.Superseded values are not recommended for survey control.
 FE2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2307.See file dsdata.txt to determine how the superseded data were derived.
 FE2307
 FE2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4573174414(NAD 83)
 FE2307_MARKER: 51 = TANK
 FE2307
 FE2307  HISTORY     - Date     Condition        Report By
 FE2307  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2307
 FE2307                          STATION DESCRIPTION
 FE2307
 FE2307'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2308 ***********************************************************************
 FE2308  DESIGNATION -  MILAN ORDNANCE DEPOT B TANK
 FE2308  PID         -  FE2308
 FE2308  STATE/COUNTY-  TN/CARROLL
 FE2308  USGS QUAD   -  ATWOOD (1983)
 FE2308
 FE2308                         *CURRENT SURVEY CONTROL
 FE2308  ___________________________________________________________________
 FE2308* NAD 83(1995)-  35 53 32.53864(N)    088 40 54.70825(W)     ADJUSTED  
 FE2308* NAVD 88     -                                                        
 FE2308  ___________________________________________________________________
 FE2308  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FE2308  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2308
 FE2308  HORZ ORDER  -  THIRD
 FE2308
 FE2308.The horizontal coordinates were established by classical geodetic methods
 FE2308.and adjusted by the National Geodetic Survey in April 1999..
 FE2308
 FE2308
 FE2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2308
 FE2308.The geoid height was determined by GEOID03.
 FE2308
 FE2308;                    North         East     Units Scale Factor Converg.
 FE2308;SPC TN       -   176,291.049   357,907.839   MT  0.99994892   -1 34 12.2
 FE2308;SPC TN       -   578,381.55  1,174,235.97   sFT  0.99994892   -1 34 12.2
 FE2308;UTM  16      - 3,973,317.381   348,205.074   MT  0.99988393   -0 59 10.3
 FE2308
 FE2308                          SUPERSEDED SURVEY CONTROL
 FE2308
 FE2308  NAD 83(1995)-  35 53 32.54183(N)    088 40 54.71325(W) AD(       ) 4
 FE2308  NAD 83(1986)-  35 53 32.54975(N)    088 40 54.70831(W) AD(       ) 4
 FE2308  NAD 27      -  35 53 32.31200(N)    088 40 54.49900(W) AD(       ) 3
 FE2308
 FE2308.Superseded values are not recommended for survey control.
 FE2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2308.See file dsdata.txt to determine how the superseded data were derived.
 FE2308
 FE2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4820573317(NAD 83)
 FE2308_MARKER: 51 = TANK
 FE2308
 FE2308  HISTORY     - Date     Condition        Report By
 FE2308  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2308
 FE2308                          STATION DESCRIPTION
 FE2308
 FE2308'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2309 ***********************************************************************
 FE2309  DESIGNATION -  MILAN ORDNANCE DEPOT C TANK
 FE2309  PID         -  FE2309
 FE2309  STATE/COUNTY-  TN/GIBSON
 FE2309  USGS QUAD   -  ATWOOD (1983)
 FE2309
 FE2309                         *CURRENT SURVEY CONTROL
 FE2309  ___________________________________________________________________
 FE2309* NAD 83(1995)-  35 55 09.89032(N)    088 42 00.61617(W)     ADJUSTED  
 FE2309* NAVD 88     -                                                        
 FE2309  ___________________________________________________________________
 FE2309  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FE2309  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2309
 FE2309  HORZ ORDER  -  THIRD
 FE2309
 FE2309.The horizontal coordinates were established by classical geodetic methods
 FE2309.and adjusted by the National Geodetic Survey in April 1999..
 FE2309
 FE2309
 FE2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2309
 FE2309.The geoid height was determined by GEOID03.
 FE2309
 FE2309;                    North         East     Units Scale Factor Converg.
 FE2309;SPC TN       -   179,335.717   356,338.382   MT  0.99994951   -1 34 50.8
 FE2309;SPC TN       -   588,370.60  1,169,086.84   sFT  0.99994951   -1 34 50.8
 FE2309;UTM  16      - 3,976,345.719   346,604.791   MT  0.99988994   -0 59 51.3
 FE2309
 FE2309                          SUPERSEDED SURVEY CONTROL
 FE2309
 FE2309  NAD 83(1995)-  35 55 09.89338(N)    088 42 00.62098(W) AD(       ) 4
 FE2309  NAD 83(1986)-  35 55 09.90151(N)    088 42 00.61615(W) AD(       ) 4
 FE2309  NAD 27      -  35 55 09.66600(N)    088 42 00.40600(W) AD(       ) 3
 FE2309
 FE2309.Superseded values are not recommended for survey control.
 FE2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2309.See file dsdata.txt to determine how the superseded data were derived.
 FE2309
 FE2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4660576346(NAD 83)
 FE2309_MARKER: 51 = TANK
 FE2309
 FE2309  HISTORY     - Date     Condition        Report By
 FE2309  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2309
 FE2309                          STATION DESCRIPTION
 FE2309
 FE2309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2310 ***********************************************************************
 FE2310  DESIGNATION -  MILAN ORDNANCE DEPOT D TANK
 FE2310  PID         -  FE2310
 FE2310  STATE/COUNTY-  TN/CARROLL
 FE2310  USGS QUAD   -  ATWOOD (1983)
 FE2310
 FE2310                         *CURRENT SURVEY CONTROL
 FE2310  ___________________________________________________________________
 FE2310* NAD 83(1995)-  35 54 13.47086(N)    088 39 52.01380(W)     ADJUSTED  
 FE2310* NAVD 88     -                                                        
 FE2310  ___________________________________________________________________
 FE2310  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FE2310  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE2310
 FE2310  HORZ ORDER  -  THIRD
 FE2310
 FE2310.The horizontal coordinates were established by classical geodetic methods
 FE2310.and adjusted by the National Geodetic Survey in April 1999..
 FE2310
 FE2310
 FE2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2310
 FE2310.The geoid height was determined by GEOID03.
 FE2310
 FE2310;                    North         East     Units Scale Factor Converg.
 FE2310;SPC TN       -   177,509.167   359,513.855   MT  0.99994914   -1 33 35.5
 FE2310;SPC TN       -   582,377.99  1,179,505.04   sFT  0.99994914   -1 33 35.5
 FE2310;UTM  16      - 3,974,551.714   349,798.489   MT  0.99987800   -0 58 34.5
 FE2310
 FE2310                          SUPERSEDED SURVEY CONTROL
 FE2310
 FE2310  NAD 83(1995)-  35 54 13.47394(N)    088 39 52.01887(W) AD(       ) 4
 FE2310  NAD 83(1986)-  35 54 13.48191(N)    088 39 52.01383(W) AD(       ) 4
 FE2310  NAD 27      -  35 54 13.24500(N)    088 39 51.80600(W) AD(       ) 3
 FE2310
 FE2310.Superseded values are not recommended for survey control.
 FE2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2310.See file dsdata.txt to determine how the superseded data were derived.
 FE2310
 FE2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4979874552(NAD 83)
 FE2310_MARKER: 51 = TANK
 FE2310
 FE2310  HISTORY     - Date     Condition        Report By
 FE2310  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2310
 FE2310                          STATION DESCRIPTION
 FE2310
 FE2310'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2385 ***********************************************************************
 FE2385  DESIGNATION -  MILAN RAD STA WKBJ MAST
 FE2385  PID         -  FE2385
 FE2385  STATE/COUNTY-  TN/GIBSON
 FE2385  USGS QUAD   -  MILAN (1983)
 FE2385
 FE2385                         *CURRENT SURVEY CONTROL
 FE2385  ___________________________________________________________________
 FE2385* NAD 83(1995)-  35 54 05.80293(N)    088 46 50.44141(W)     ADJUSTED  
 FE2385* NAVD 88     -                                                        
 FE2385  ___________________________________________________________________
 FE2385  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2385  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2385
 FE2385  HORZ ORDER  -  THIRD
 FE2385
 FE2385.The horizontal coordinates were established by classical geodetic methods
 FE2385.and adjusted by the National Geodetic Survey in April 1999..
 FE2385
 FE2385
 FE2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2385
 FE2385.The geoid height was determined by GEOID03.
 FE2385
 FE2385;                    North         East     Units Scale Factor Converg.
 FE2385;SPC TN       -   177,564.771   349,019.299   MT  0.99994909   -1 37 40.5
 FE2385;SPC TN       -   582,560.42  1,145,074.15   sFT  0.99994909   -1 37 40.5
 FE2385;UTM  16      - 3,974,500.432   339,304.449   MT  0.99991820   -1 02 39.9
 FE2385
 FE2385                          SUPERSEDED SURVEY CONTROL
 FE2385
 FE2385  NAD 83(1995)-  35 54 05.80630(N)    088 46 50.44581(W) AD(       ) 4
 FE2385  NAD 83(1986)-  35 54 05.81425(N)    088 46 50.44140(W) AD(       ) 4
 FE2385  NAD 27      -  35 54 05.57600(N)    088 46 50.22100(W) AD(       ) 3
 FE2385
 FE2385.Superseded values are not recommended for survey control.
 FE2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2385.See file dsdata.txt to determine how the superseded data were derived.
 FE2385
 FE2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3930474500(NAD 83)
 FE2385_MARKER: 42 = RADIO/TV MAST
 FE2385
 FE2385  HISTORY     - Date     Condition        Report By
 FE2385  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2385
 FE2385                          STATION DESCRIPTION
 FE2385
 FE2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2385'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION
 FE2385'WKBJ, LOCATED ON THE SOUTHEAST SIDE OF U.S. HIGHWAY NOS. 79 AND 70
 FE2385'A ABOUT 1-1/2 MILES SOUTHWEST OF MILAN.  THE MAST IS A UNIFORM
 FE2385'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED IN
 FE2385'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE HEIGHT IS ABOUT 150
 FE2385'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2452 ***********************************************************************
 GB2452  DESIGNATION -  MILES
 GB2452  PID         -  GB2452
 GB2452  STATE/COUNTY-  TN/CLAY
 GB2452  USGS QUAD   -  UNION HILL (1968)
 GB2452
 GB2452                         *CURRENT SURVEY CONTROL
 GB2452  ___________________________________________________________________
 GB2452* NAD 83(1995)-  36 32 37.63936(N)    085 43 29.92406(W)     ADJUSTED  
 GB2452* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2452  ___________________________________________________________________
 GB2452  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GB2452  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB2452
 GB2452  HORZ ORDER  -  SECOND
 GB2452
 GB2452.The horizontal coordinates were established by classical geodetic methods
 GB2452.and adjusted by the National Geodetic Survey in April 1999..
 GB2452
 GB2452.The orthometric height was scaled from a topographic map.
 GB2452
 GB2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2452
 GB2452.The geoid height was determined by GEOID03.
 GB2452
 GB2452;                    North         East     Units Scale Factor Converg.
 GB2452;SPC TN       -   245,289.914   624,626.145   MT  1.00002502   +0 09 39.6
 GB2452;SPC TN       -   804,755.33  2,049,294.28   sFT  1.00002502   +0 09 39.6
 GB2452;SPC KY1Z     - 1,023,359.004 1,502,240.791   MT  1.00017271   +0 00 55.3
 GB2452;SPC KY1Z     - 3,357,470.33  4,928,601.66   sFT  1.00017271   +0 00 55.3
 GB2452;SPC KY S     -   523,355.498   502,240.494   MT  1.00003981   +0 00 54.6
 GB2452;SPC KY S     - 1,717,042.16  1,647,767.35   sFT  1.00003981   +0 00 54.6
 GB2452;UTM  16      - 4,045,021.480   614,123.290   MT  0.99976046   +0 45 33.4
 GB2452
 GB2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2452!SPC TN       -   0.99995549  x   1.00002502  =   0.99998050
 GB2452!SPC KY1Z     -   0.99995549  x   1.00017271  =   1.00012819
 GB2452!SPC KY S     -   0.99995549  x   1.00003981  =   0.99999529
 GB2452!UTM  16      -   0.99995549  x   0.99976046  =   0.99971596
 GB2452
 GB2452:                Primary Azimuth Mark                     Grid Az
 GB2452:SPC TN       -  MILES AZ MK                              022 55 17.2
 GB2452:SPC KY1Z     -  MILES AZ MK                              023 04 01.5
 GB2452:SPC KY S     -  MILES AZ MK                              023 04 02.2
 GB2452:UTM  16      -  MILES AZ MK                              022 19 23.4
 GB2452
 GB2452|---------------------------------------------------------------------|
 GB2452| PID    Reference Object                     Distance      Geod. Az  |
 GB2452|                                                           dddmmss.s |
 GB2452| CG6936 MILES AZ MK                                        0230456.8 |
 GB2452| CG6937 MILES RM 1                           25.012 METERS 07242     |
 GB2452| CG6938 MILES RM 2                           24.079 METERS 30851     |
 GB2452|---------------------------------------------------------------------|
 GB2452
 GB2452                          SUPERSEDED SURVEY CONTROL
 GB2452
 GB2452  NAD 83(1995)-  36 32 37.64006(N)    085 43 29.92455(W) AD(       ) 2
 GB2452  NAD 83(1995)-  36 32 37.64815(N)    085 43 29.92834(W) AD(       ) 2
 GB2452  NAD 83(1986)-  36 32 37.64984(N)    085 43 29.92836(W) AD(       ) 2
 GB2452  NAD 27      -  36 32 37.44000(N)    085 43 30.01300(W) AD(       ) 2
 GB2452
 GB2452.Superseded values are not recommended for survey control.
 GB2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2452.See file dsdata.txt to determine how the superseded data were derived.
 GB2452
 GB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1412345021(NAD 83)
 GB2452_MARKER: DS = TRIANGULATION STATION DISK
 GB2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2452
 GB2452  HISTORY     - Date     Condition        Report By
 GB2452  HISTORY     - 1950     MONUMENTED       CGS
 GB2452
 GB2452                          STATION DESCRIPTION
 GB2452
 GB2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2452'STATION IS LOCATED ABOUT 12 MILES WEST OF CELINA AND 11 MILES SOUTH
 GB2452'OF TOMPLINSVILLE ON THE HIGHEST POINT OF A SMALL KNOLL.  IT IS 24
 GB2452'FEET WEST OF A TRIANGULAR BLAZED OAK TREE AND 7 FEET SOUTH OF A WHITE
 GB2452'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2452'STAMPED MILES 1950.
 GB2452'
 GB2452'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2452'MILES NO 1 1950.
 GB2452'
 GB2452'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2452'MILES NO 2 1950.
 GB2452'
 GB2452'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF STATION, 22 FEET
 GB2452'NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET SOUTHWEST OF A
 GB2452'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB2452'STAMPED MILES 1950.
 GB2452'
 GB2452'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 63 IN
 GB2452'TOMPKINSVILLE, GO SOUTHEAST ON HIGHWAY 163 FOR 0.5 MILES TO THE
 GB2452'KENTUCKY - TENNESSEE STATE LINE, CONTINUE AHEAD ON STATE HIGHWAY 51
 GB2452'FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 52, TURN RIGHT ON
 GB2452'HIGHWAY 52 AND GO WEST FOR 6.8 MILES TO A T GRAVEL ROAD LEFT JUST
 GB2452'ACROSS A BRIDGE, TURN LEFT ON GRAVEL ROAD AND GO 0.85 MILE TO THE
 GB2452'AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD FOR ABOUT 100 FEET
 GB2452'TO A WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND GO ON MAIN
 GB2452'TRACK ROAD FOR 0.2 MILE TO THE TOP OF A SMALL GRADE.  FROM HERE
 GB2452'PACK UP DIM TRAIL TO THE RIGHT FOR ABOUT 100 YARDS TO THE TOP OF
 GB2452'SMALL KNOLL AND STATION AS DESCRIBED.
 GB2452'
 GB2452'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0732 ***********************************************************************
 GC0732  DESIGNATION -  MILL
 GC0732  PID         -  GC0732
 GC0732  STATE/COUNTY-  TN/DAVIDSON
 GC0732  USGS QUAD   -  ANTIOCH (1983)
 GC0732
 GC0732                         *CURRENT SURVEY CONTROL
 GC0732  ___________________________________________________________________
 GC0732* NAD 83(1995)-  36 03 55.24467(N)    086 41 10.47647(W)     ADJUSTED  
 GC0732* NAVD 88     -       188.338  (meters)     617.91   (feet)  ADJUSTED  
 GC0732  ___________________________________________________________________
 GC0732  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC0732  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0732  DYNAMIC HT  -         188.175 (meters)     617.37  (feet)  COMP
 GC0732  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0732
 GC0732  HORZ ORDER  -  SECOND
 GC0732  VERT ORDER  -  SECOND    CLASS 0
 GC0732
 GC0732.The horizontal coordinates were established by classical geodetic methods
 GC0732.and adjusted by the National Geodetic Survey in April 1999..
 GC0732
 GC0732.The orthometric height was determined by differential leveling
 GC0732.and adjusted by the National Geodetic Survey in June 1991..
 GC0732
 GC0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0732
 GC0732.The geoid height was determined by GEOID03.
 GC0732
 GC0732.The dynamic height is computed by dividing the NAVD 88
 GC0732.geopotential number by the normal gravity value computed on the
 GC0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0732.degrees latitude (g = 980.6199 gals.).
 GC0732
 GC0732.The modeled gravity was interpolated from observed gravity values.
 GC0732
 GC0732;                    North         East     Units Scale Factor Converg.
 GC0732;SPC TN       -   192,382.591   538,180.039   MT  0.99995652   -0 24 06.3
 GC0732;SPC TN       -   631,175.22  1,765,679.01   sFT  0.99995652   -0 24 06.3
 GC0732;UTM  16      - 3,991,241.835   528,254.827   MT  0.99960984   +0 11 05.0
 GC0732
 GC0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0732!SPC TN       -   0.99997501  x   0.99995652  =   0.99993153
 GC0732!UTM  16      -   0.99997501  x   0.99960984  =   0.99958486
 GC0732
 GC0732:                Primary Azimuth Mark                     Grid Az
 GC0732:SPC TN       -  NASHVILLE CENTRAL ST HOSP TANK           012 02 33.9
 GC0732:UTM  16      -  NASHVILLE CENTRAL ST HOSP TANK           011 27 22.6
 GC0732
 GC0732|---------------------------------------------------------------------|
 GC0732| PID    Reference Object                     Distance      Geod. Az  |
 GC0732|                                                           dddmmss.s |
 GC0732| GC2218 NASHVILLE CENTRAL ST HOSP TANK      APPROX. 4.2 KM 0113827.6 |
 GC0732| GC2219 NASHVILLE ST HOSP NEW TANK          APPROX. 4.2 KM 0114026.4 |
 GC0732| GC0733 MILL RM 1                            11.297 METERS 13945     |
 GC0732| GC0731 MILL RM 2                            10.134 METERS 32632     |
 GC0732|---------------------------------------------------------------------|
 GC0732
 GC0732                          SUPERSEDED SURVEY CONTROL
 GC0732
 GC0732  NAD 83(1995)-  36 03 55.24727(N)    086 41 10.47867(W) AD(       ) 2
 GC0732  NAD 83(1995)-  36 03 55.24886(N)    086 41 10.47786(W) AD(       ) 2
 GC0732  NAD 83(1986)-  36 03 55.25456(N)    086 41 10.47925(W) AD(       ) 2
 GC0732  NAD 27      -  36 03 55.04420(N)    086 41 10.48720(W) AD(       ) 2
 GC0732  NGVD 29 (??/??/92)  188.361  (m)          617.98   (f) ADJ UNCH    2 0
 GC0732
 GC0732.Superseded values are not recommended for survey control.
 GC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0732.See file dsdata.txt to determine how the superseded data were derived.
 GC0732
 GC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2825591242(NAD 83)
 GC0732_MARKER: DS = TRIANGULATION STATION DISK
 GC0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0732_STAMPING: MILL 1960
 GC0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0732+STABILITY: SURFACE MOTION
 GC0732
 GC0732  HISTORY     - Date     Condition        Report By
 GC0732  HISTORY     - 1960     MONUMENTED       CGS
 GC0732  HISTORY     - 1960     GOOD             CGS
 GC0732
 GC0732                          STATION DESCRIPTION
 GC0732
 GC0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0732'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL HILL, ABOUT 5.5 MILES
 GC0732'SOUTHEAST OF THE BUSINESS CENTER OF NASHVILLE, 1.0 MILE NORTHWEST
 GC0732'OF ANTIOCH, 100 YARDS SOUTH OF THE INTERSTATE HIGHWAY AND ON PROPERTY
 GC0732'OWNED BY MRS. LENNIS WALTON.
 GC0732'
 GC0732'TO REACH THE STATION FROM THE POST OFFICE IN ANTIOCH, GO SOUTHEAST ON
 GC0732'ANTIOCH PIKE FOR 0.1 MILE TO CAIN RIDGE ROAD, TURN RIGHT,
 GC0732'SOUTHEAST, AND FOLLOW CAIN RIDGE ROAD FOR 1.25 MILES TO OLD HICKORY
 GC0732'BLVD., TURN RIGHT, SOUTH, ON OLD HICKORY BLVD. FOR 0.2 MILE TO THE
 GC0732'INTERSTATE HIGHWAY, WHICH IS NOW UNDER CONSTRUCTION, TURN RIGHT,
 GC0732'WEST, FOR 2.0 MILES TO THE STATION ON THE LEFT.
 GC0732'
 GC0732'STATION MARK IS 51 FEET EAST OF A POWERLINE POLE, 40 FEET SOUTH OF
 GC0732'THE CENTER OF A GRAVELED ROAD AND 5.3 FEET EAST OF A WITNESS SIGN.
 GC0732'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH PIPE, SET
 GC0732'IN CONCRETE, PROJECTS 5 INCHES, AND IS STAMPED MILL 1959.
 GC0732'
 GC0732'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GC0732'ROAD.  THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON
 GC0732'PIPE, SET IN CONCRETE, PROJECTS 3 INCHES, AND IS STAMPED MILL NO 1
 GC0732'1959.
 GC0732'
 GC0732'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GC0732'ROAD AND 18 FEET EAST OF A POWERLINE POLE.  THE MARK IS A STANDARD
 GC0732'DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET IN CONCRETE,
 GC0732'PROJECTS 2 INCHES, AND IS STAMPED MILL NO 2 1959.
 GC0732'
 GC0732'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, AS NO SUITABLE
 GC0732'LOCATION COULD BE FOUND.
 GC0732'
 GC0732'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC0732
 GC0732                          STATION RECOVERY (1960)
 GC0732
 GC0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0732'1.3 MI NW FROM ANTIOCH.
 GC0732'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0732'FOR 0.1 MILE, THEN 1.1 MILES NORTHWEST ON INTERSTATE HIGHWAY 24
 GC0732'TO A SMALL HILL ON THE LEFT.  THE STATION MARK IS 51 FT. EAST OF
 GC0732'A POWER LINE POLE, 40 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD,
 GC0732'AND 5.3 FT. EAST OF A WITNESS SIGN.  THE DISK IS BRAZED TO THE
 GC0732'TOP OF A 2-INCH IRON PIPE, SET IN CONCRETE, AND PROJECTS 5 INCHES,
 GC0732'AND IS ABOUT 65 FT. ABOVE THE LEVEL OF INTERSTATE HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2091 ***********************************************************************
 FB2091  DESIGNATION -  MILL
 FB2091  PID         -  FB2091
 FB2091  STATE/COUNTY-  TN/KNOX
 FB2091  USGS QUAD   -  KNOXVILLE (1978)
 FB2091
 FB2091                         *CURRENT SURVEY CONTROL
 FB2091  ___________________________________________________________________
 FB2091* NAD 83(1986)-  35 56 52.     (N)    083 59 24.     (W)     SCALED    
 FB2091* NAVD 88     -       311.888  (meters)    1023.25   (feet)  ADJUSTED  
 FB2091  ___________________________________________________________________
 FB2091  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2091  DYNAMIC HT  -         311.598 (meters)    1022.30  (feet)  COMP
 FB2091  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FB2091
 FB2091  VERT ORDER  -  SECOND    CLASS 0
 FB2091
 FB2091.The horizontal coordinates were scaled from a topographic map and have
 FB2091.an estimated accuracy of +/- 6 seconds.
 FB2091
 FB2091.The orthometric height was determined by differential leveling
 FB2091.and adjusted by the National Geodetic Survey in June 1991..
 FB2091
 FB2091.The geoid height was determined by GEOID03.
 FB2091
 FB2091.The dynamic height is computed by dividing the NAVD 88
 FB2091.geopotential number by the normal gravity value computed on the
 FB2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2091.degrees latitude (g = 980.6199 gals.).
 FB2091
 FB2091.The modeled gravity was interpolated from observed gravity values.
 FB2091
 FB2091;                    North         East    Units  Estimated Accuracy
 FB2091;SPC TN       -   180,980.      781,330.      MT  (+/- 180 meters Scaled)
 FB2091
 FB2091                          SUPERSEDED SURVEY CONTROL
 FB2091
 FB2091  NGVD 29 (??/??/92)  312.021  (m)         1023.69   (f) ADJ UNCH    2 0
 FB2091
 FB2091.Superseded values are not recommended for survey control.
 FB2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2091.See file dsdata.txt to determine how the superseded data were derived.
 FB2091
 FB2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303822(NAD 83)
 FB2091_MARKER: DE = TRAVERSE STATION DISK
 FB2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2091_STAMPING: MILL 1960
 FB2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2091+STABILITY: SURFACE MOTION
 FB2091
 FB2091  HISTORY     - Date     Condition        Report By
 FB2091  HISTORY     - 1960     MONUMENTED       CGS
 FB2091  HISTORY     - 1961     GOOD             NGS
 FB2091
 FB2091                          STATION DESCRIPTION
 FB2091
 FB2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2091'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE DOWNTOWN SECTION OF
 FB2091'KNOXVILLE AND ON T.V.A. RIGHT-OF-WAY.
 FB2091'
 FB2091'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY STREET AND
 FB2091'MIDDLEBROOK PIKE, ON THE TRUCK ROUTE IN WESTERN KNOXVILLE, GO SOUTH
 FB2091'ACROSS THE RAILROAD TRACKS, TURN RIGHT, WEST, ON PAPER MILL DRIVE FOR
 FB2091'1.8 MILES TO FOREST HEIGHTS DRIVE, TURN LEFT, SOUTH, FOR 0.1 MILE
 FB2091'TO THE STATION ON THE LEFT.
 FB2091'
 FB2091'STATION MARK IS 60 FEET EAST OF THE CENTER OF FOREST HEIGHTS DRIVE,
 FB2091'43 FEET SOUTH OF THE SOUTHEAST CORNER OF MR.  DIETRICHS HOUSE,
 FB2091'AND 1.5 FEET WEST OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK SET
 FB2091'IN A CONCRETE POST, SET FLUSH, AND IS STAMPED MILL 1960.
 FB2091'
 FB2091'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF FOREST HEIGHTS
 FB2091'DRIVE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FB2091'NORTHWEST CORNER OF A 10 FOOT SQUARE FOUNDATION, FOR A WATER PUMP
 FB2091'STATION, AND IS STAMPED MILL NO 1 1960.
 FB2091'
 FB2091'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE CENTER OF FOREST HEIGHTS
 FB2091'DRIVE AND 2 FEET EAST OF A POWERLINE POLE.  THE MARK IS A
 FB2091'STANDARD DISK SET IN CONCRETE POST, SET FLUSH, AND IS STAMPED MILL NO
 FB2091'2 1960.
 FB2091'
 FB2091'TRAVERSE STATION PAPER WILL SERVE AS THE AZIMUTH MARK.  SEE
 FB2091'DESCRIPTION THEREOF.
 FB2091'
 FB2091'HEIGHT OF LIGHT ABOVE STATION MARK 10.2 METERS.
 FB2091
 FB2091                          STATION RECOVERY (1961)
 FB2091
 FB2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2091'2.7 MI NE FROM BEARDEN.
 FB2091'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FB2091'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 0.8 MILE EAST ON
 FB2091'PAPERMILL DRIVE, THEN 0.1 MILE SOUTH ON FOREST HEIGHTS DRIVE TO
 FB2091'THE STATION ON THE LEFT.  THE STATION MARK IS 60 FT. EAST OF THE
 FB2091'CENTER OF FOREST HEIGHTS DRIVE, 43 FT. SOUTH OF THE SOUTHEAST
 FB2091'CORNER OF MR. DEITRICHS HOUSE, AND 1.5 FT. WEST OF A WITNESS
 FB2091'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FB2091'GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0989 ***********************************************************************
 FD0989  DESIGNATION -  MILL
 FD0989  PID         -  FD0989
 FD0989  STATE/COUNTY-  TN/WAYNE
 FD0989  USGS QUAD   -  WAYNESBORO (1968)
 FD0989
 FD0989                         *CURRENT SURVEY CONTROL
 FD0989  ___________________________________________________________________
 FD0989* NAD 83(1986)-  35 18 47.     (N)    087 45 47.     (W)     SCALED    
 FD0989* NAVD 88     -       230.218  (meters)     755.31   (feet)  ADJUSTED  
 FD0989  ___________________________________________________________________
 FD0989  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0989  DYNAMIC HT  -         230.001 (meters)     754.59  (feet)  COMP
 FD0989  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD0989
 FD0989  VERT ORDER  -  SECOND    CLASS 0
 FD0989
 FD0989.The horizontal coordinates were scaled from a topographic map and have
 FD0989.an estimated accuracy of +/- 6 seconds.
 FD0989
 FD0989.The orthometric height was determined by differential leveling
 FD0989.and adjusted by the National Geodetic Survey in June 1991..
 FD0989
 FD0989.The geoid height was determined by GEOID03.
 FD0989
 FD0989.The dynamic height is computed by dividing the NAVD 88
 FD0989.geopotential number by the normal gravity value computed on the
 FD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0989.degrees latitude (g = 980.6199 gals.).
 FD0989
 FD0989.The modeled gravity was interpolated from observed gravity values.
 FD0989
 FD0989;                    North         East    Units  Estimated Accuracy
 FD0989;SPC TN       -   110,140.      439,680.      MT  (+/- 180 meters Scaled)
 FD0989
 FD0989                          SUPERSEDED SURVEY CONTROL
 FD0989
 FD0989  NGVD 29 (??/??/92)  230.192  (m)          755.22   (f) ADJ UNCH    2 0
 FD0989
 FD0989.Superseded values are not recommended for survey control.
 FD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0989.See file dsdata.txt to determine how the superseded data were derived.
 FD0989
 FD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306080(NAD 83)
 FD0989_MARKER: DD = SURVEY DISK
 FD0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0989_STAMPING: MILL 1962
 FD0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0989+STABILITY: SURFACE MOTION
 FD0989
 FD0989  HISTORY     - Date     Condition        Report By
 FD0989  HISTORY     - 1962     MONUMENTED       TNHD
 FD0989
 FD0989                          STATION DESCRIPTION
 FD0989
 FD0989'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0989'AT WAYNESBORO.
 FD0989'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO SOUTH ON
 FD0989'STATE ROUTE 13 0.4 MILE TO THE SCHOOL AND THE STATION ON THE
 FD0989'LEFT.  THE STATION MARK IS 41 FEET NORTH OF THE CENTERLINE OF
 FD0989'STATE ROUTE 13, 35 FEET EAST OF THE CENTERLINE OF A PAVED
 FD0989'DRIVEWAY TO THE SCHOOL, 20 FEET NORTH OF AN 18-INCH MAPLE TREE
 FD0989'AND 1.6 FEET WEST OF A WITNESS POST.  THE STATION MARK IS A
 FD0989'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0989'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0622 ***********************************************************************
 FC0622  DESIGNATION -  MILL
 FC0622  PID         -  FC0622
 FC0622  STATE/COUNTY-  TN/BRADLEY
 FC0622  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0622
 FC0622                         *CURRENT SURVEY CONTROL
 FC0622  ___________________________________________________________________
 FC0622* NAD 83(1995)-  35 09 03.92749(N)    084 57 21.67232(W)     ADJUSTED  
 FC0622* NAVD 88     -       306.265  (meters)    1004.80   (feet)  ADJUSTED  
 FC0622  ___________________________________________________________________
 FC0622  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FC0622  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0622  DYNAMIC HT  -         305.961 (meters)    1003.81  (feet)  COMP
 FC0622  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC0622
 FC0622  HORZ ORDER  -  SECOND
 FC0622  VERT ORDER  -  SECOND    CLASS 0
 FC0622
 FC0622.The horizontal coordinates were established by classical geodetic methods
 FC0622.and adjusted by the National Geodetic Survey in April 1999..
 FC0622
 FC0622.The orthometric height was determined by differential leveling
 FC0622.and adjusted by the National Geodetic Survey in June 1991..
 FC0622
 FC0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0622
 FC0622.The geoid height was determined by GEOID03.
 FC0622
 FC0622.The dynamic height is computed by dividing the NAVD 88
 FC0622.geopotential number by the normal gravity value computed on the
 FC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0622.degrees latitude (g = 980.6199 gals.).
 FC0622
 FC0622.The modeled gravity was interpolated from observed gravity values.
 FC0622
 FC0622;                    North         East     Units Scale Factor Converg.
 FC0622;SPC TN       -    91,238.433   695,127.498   MT  1.00001893   +0 36 40.3
 FC0622;SPC TN       -   299,338.09  2,280,597.47   sFT  1.00001893   +0 36 40.3
 FC0622;UTM  16      - 3,891,711.195   686,186.477   MT  1.00002724   +1 10 37.7
 FC0622
 FC0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0622!SPC TN       -   0.99995665  x   1.00001893  =   0.99997558
 FC0622!UTM  16      -   0.99995665  x   1.00002724  =   0.99998389
 FC0622
 FC0622:                Primary Azimuth Mark                     Grid Az
 FC0622:SPC TN       -  CLEVELAND RADIO STA WCLE MAST            053 57 32.5
 FC0622:UTM  16      -  CLEVELAND RADIO STA WCLE MAST            053 23 35.1
 FC0622
 FC0622|---------------------------------------------------------------------|
 FC0622| PID    Reference Object                     Distance      Geod. Az  |
 FC0622|                                                           dddmmss.s |
 FC0622| FC1798 CLEVELAND RADIO STA WCLE MAST       APPROX. 8.7 KM 0543412.8 |
 FC0622| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX. 7.5 KM 0694654.4 |
 FC0622| FC0623 MILL RM 1                            25.117 METERS 20125     |
 FC0622| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX. 6.2 KM 2684031.5 |
 FC0622| FC0625 MILL AZ MK                                         2691019.8 |
 FC0622| FC0621 MILL RM 2                            14.144 METERS 33409     |
 FC0622|---------------------------------------------------------------------|
 FC0622
 FC0622                          SUPERSEDED SURVEY CONTROL
 FC0622
 FC0622  NAD 83(1995)-  35 09 03.92894(N)    084 57 21.67302(W) AD(       ) 2
 FC0622  NAD 83(1995)-  35 09 03.92836(N)    084 57 21.67404(W) AD(       ) 2
 FC0622  NAD 83(1995)-  35 09 03.92879(N)    084 57 21.67268(W) AD(       ) 2
 FC0622  NAD 83(1986)-  35 09 03.93017(N)    084 57 21.67064(W) AD(       ) 2
 FC0622  NAD 27      -  35 09 03.66530(N)    084 57 21.85420(W) AD(       ) 2
 FC0622  NGVD 29 (??/??/92)  306.284  (m)         1004.87   (f) ADJ UNCH    2 0
 FC0622
 FC0622.Superseded values are not recommended for survey control.
 FC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0622.See file dsdata.txt to determine how the superseded data were derived.
 FC0622
 FC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8618691711(NAD 83)
 FC0622_MARKER: DE = TRAVERSE STATION DISK
 FC0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0622_STAMPING: MILL 1961
 FC0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0622+STABILITY: SURFACE MOTION
 FC0622
 FC0622  HISTORY     - Date     Condition        Report By
 FC0622  HISTORY     - 1961     MONUMENTED       CGS
 FC0622  HISTORY     - 1967     GOOD             CGS
 FC0622  HISTORY     - 1967     GOOD             NGS
 FC0622
 FC0622                          STATION DESCRIPTION
 FC0622
 FC0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0622'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CLEVELAND ON A HIGH,
 FC0622'WOODED, NORTH-SOUTH RIDGE AND IS ON THE PROPERTY OF THE HIAWASSEE
 FC0622'LAND COMPANY.
 FC0622'
 FC0622'TO REACH THE STATION FROM THE POST OFFICE IN MCDONALD, GO NORTHEAST
 FC0622'ON U.S. HIGHWAY 11 FOR 4.75 MILES TO A GRAVELED ROAD LEFT AND A
 FC0622'STOCK CAR RACE TRACK IN THE NORTHWEST ANGLE. HERE TURN LEFT AND GO
 FC0622'NORTH AND WEST ON A GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD AND
 FC0622'THE PLEASANT GROVE METHODIST CHURCH ON THE LEFT. CONTINUE WESTERLY ON
 FC0622'THE GRAVELED ROAD FOR 1.8 MILES TO THE SUMMIT OF A HIGH NORTH-SOUTH
 FC0622'RIDGE AND A TRACK CROSSROAD, TURN LEFT AND GO SOUTHERLY ALONG THE TOP
 FC0622'OF THE RIDGE ON THE TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE
 FC0622'LEFT.
 FC0622'
 FC0622'THE STATION IS 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 FC0622'ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST. IT IS A STANDARD
 FC0622'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE
 FC0622'DISK IS STAMPED MILL 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 5.5 FEET NORTH OF A 12-INCH PINE TREE AND ABOUT 2
 FC0622'FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN
 FC0622'A CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE
 FC0622'DISK IS STAMPED MILL NO 1 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 9.5 FEET EAST OF A TRIANGULAR BLAZED, 12-INCH, BURR OAK
 FC0622'TREE, AND ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 FC0622'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 FC0622'INCHES AND THE DISK IS STAMPED MILL NO 2 1961.
 FC0622'
 FC0622'THE AZIMUTH MARK IS IN A FARM YARD ON PROPERTY OWNED BY EDGAR G.
 FC0622'SHIPMAN, ABOUT 0.6 MILE WEST OF THE STATION. IT IS 63 FEET SOUTH OF
 FC0622'THE SOUTHWEST CORNER OF A LOG HOUSE, 54 FEET SOUTH OF THE SOUTHEAST
 FC0622'CORNER OF A LOG HOUSE, 13 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC0622'DRIVEWAY, AND 11.5 FEET NORTH OF A 16-INCH WHITE OAK TREE. IT IS A
 FC0622'STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND THE DISK IS
 FC0622'STAMPED MILL 1961.
 FC0622'
 FC0622'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE GRAVELED ROAD
 FC0622'AND THE TRACK CROSSROAD NORTH OF THE STATION, CONTINUE WESTERLY
 FC0622'ON THE GRAVELED ROAD FOR 0.1 MILE TO A ROAD RIGHT AT A REVERSE Y.
 FC0622'HERE CONTINUE LEFT, SOUTH AND WEST, ON THE GRAVELED ROAD FOR 0.8
 FC0622'MILE TO A FARM DRIVEWAY ON THE RIGHT LEADING INTO A RED LOG HOUSE,
 FC0622'TURN RIGHT ON THIS DRIVEWAY AND GO APPROXIMATELY 125 YARDS TO
 FC0622'THE MARK ON THE LEFT.
 FC0622'
 FC0622'ALL OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 FC0622
 FC0622                          STATION RECOVERY (1967)
 FC0622
 FC0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FC0622'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FC0622'CONDITION. HOWEVER, DUE TO HIGHWAY CONSTRUCTION, THE ORIGINAL
 FC0622'STATION TO-REACH IS NO LONGER POSSIBLE TO USE.
 FC0622'
 FC0622'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0622'
 FC0622'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CLEVELAND, ON A HIGH,
 FC0622'WOODED, NORTH-SOUTH RIDGE AND IS ON THE PROPERTY OF THE
 FC0622'HIAWASSEE LAND COMPANY.
 FC0622'
 FC0622'TO REACH THE STATION FROM THE POST OFFICE IN MCDONALD, GO
 FC0622'SOUTHWESTERLY ON U.S. HIGHWAY 11 FOR 1.1 MILES TO A ROADSIDE PARK
 FC0622'ON THE LEFT AND COUNTY ROAD S 4421 (2) ON THE RIGHT. HERE TURN RIGHT
 FC0622'AND GO NORTHERLY ON OILED ROAD FOR 1.0 MILE TO THE INTERSTATE
 FC0622'ROUTE 24 OVERPASS, CONTINUE NORTHERLY FOR 0.25 MILE TO A GRAVELED
 FC0622'ROAD RIGHT. HERE TURN RIGHT ON THIS GRAVELED ROAD AND GO EAST AND
 FC0622'NORTH FOR 0.8 MILE TO THE INTERSECTION OF AN OILED ROAD WHERE IT
 FC0622'CURVES RIGHT, HERE TURN RIGHT ON THE OILED ROAD AND GO EASTERLY FOR
 FC0622'0.25 MILE TO A FARM DRIVE ON THE LEFT AND THE AZIMUTH MARK ABOUT 125
 FC0622'YARDS NORTH.  CONTINUE EASTERLY AND NORTH ON THE OILED
 FC0622'ROAD FOR 0.85 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT ON THE
 FC0622'GRAVELED ROAD AND GO EAST FOR 0.1 MILE TO A ROAD CUT AND A 14-INCH,
 FC0622'TRIANGLE BLAZED OAK TREE ON THE RIGHT AND END OF TRUCK TRAVEL. FROM
 FC0622'THIS POINT PACK SOUTHERLY ALONG AN OLD TRACK ROAD ALONG THE TOP OF
 FC0622'THE RIDGE FOR ABOUT 0.25 MILE TO THE STATION. THIS IS
 FC0622'ABOUT A 5 MINUTE PACK.
 FC0622'
 FC0622'THE STATION IS 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 FC0622'ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC0622'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE MONUMENT
 FC0622'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED MILL 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 5.5 FEET NORTH OF A 12-INCH PINE TREE AND ABOUT 2 FEET
 FC0622'BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN THE
 FC0622'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 FC0622'INCHES AND THE DISK IS STAMPED MILL NO 1 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 9.5 FEET EAST OF A TRIANGLE BLAZED, 12 INCH, BURR OAK
 FC0622'TREE, AND ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 FC0622'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0622'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED MILL NO
 FC0622'2 1961.
 FC0622'
 FC0622'THE AZIMUTH MARK IS IN A FARM YARD ON PROPERTY OWNED BY EDGAR G.
 FC0622'SHIPMAN ABOUT 0.6 MILE WEST OF THE STATION. IT IS 63 FEET SOUTH OF
 FC0622'THE SOUTHWEST CORNER OF A LOG HOUSE, 54 FEET SOUTH OF THE SOUTHEAST
 FC0622'CORNER OF THE LOG HOUSE, 13 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC0622'GRAVELED DRIVEWAY, AND 6.0 FEET EAST OF A METAL WITNESS POST AND SIGN
 FC0622'IN FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FC0622'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MILL 1961.
 FC0622'
 FC0622'THIS WAS NOT AN OCCUPIED STATION.
 FC0622'
 FC0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 5 MILES WEST
 FC0622'OF CLEVELAND.
 FC0622
 FC0622                          STATION RECOVERY (1967)
 FC0622
 FC0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0622'5 MI W FROM CLEVELAND.
 FC0622'TO REACH FROM THE POST OFFICE IN MC DONALD, GO SOUTHWESTERY ON
 FC0622'U.S. HIGHWAY 11 FOR 1.1 MILES TO A ROADSIDE PARK ON THE LEFT
 FC0622'AND COUNTY ROAD S 4421(2) ON THE RIGHT, THENCE NORTHERLY ON AN
 FC0622'OILED ROAD FOR 1.25 MILES TO A GRAVELED ROAD RIGHT, THENCE RIGHT,
 FC0622'EAST AND NORTH ALONG THE GRAVELED ROAD FOR 0.8 MILE TO THE
 FC0622'INTERSECTION OF AN OILED ROAD AT CURVE, THENCE RIGHT, EAST AND
 FC0622'NORTH ALONG THE OILED ROAD FOR 1.1 MILES TO A GRAVELED ROAD
 FC0622'RIGHT, THENCE RIGHT, EAST ALONG THE GRAVELED ROAD TO TOP OF RIDGE
 FC0622'AT ROAD CUT AND A 14-INCH, TRIANGLE BLAZED OAK TREE ON THE
 FC0622'RIGHT, THENCE SOUTHERLY ALONG AN OLD TRACK ROAD ON TOP OF A
 FC0622'NORTH-SOUTH RIDGE FOR ABOUT 0.25 MILE TO THE MARK AS DESCRIBED.
 FC0622'IT IS 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 FC0622'AND 2.5 FEET WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 FC0622'TRAVERESE STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0622'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FC0622'MILL 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0379 ***********************************************************************
 FF0379  DESIGNATION -  MILL
 FF0379  PID         -  FF0379
 FF0379  STATE/COUNTY-  TN/SHELBY
 FF0379  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0379
 FF0379                         *CURRENT SURVEY CONTROL
 FF0379  ___________________________________________________________________
 FF0379* NAD 83(1995)-  35 02 15.35478(N)    090 00 27.92265(W)     ADJUSTED  
 FF0379* NAVD 88     -        92.635  (meters)     303.92   (feet)  ADJUSTED  
 FF0379  ___________________________________________________________________
 FF0379  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FF0379  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0379  DYNAMIC HT  -          92.550 (meters)     303.64  (feet)  COMP
 FF0379  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FF0379
 FF0379  HORZ ORDER  -  THIRD
 FF0379  VERT ORDER  -  SECOND    CLASS 0
 FF0379
 FF0379.The horizontal coordinates were established by classical geodetic methods
 FF0379.and adjusted by the National Geodetic Survey in April 1999..
 FF0379
 FF0379.The orthometric height was determined by differential leveling
 FF0379.and adjusted by the National Geodetic Survey in June 1991..
 FF0379
 FF0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0379
 FF0379.The geoid height was determined by GEOID03.
 FF0379
 FF0379.The dynamic height is computed by dividing the NAVD 88
 FF0379.geopotential number by the normal gravity value computed on the
 FF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0379.degrees latitude (g = 980.6199 gals.).
 FF0379
 FF0379.The modeled gravity was interpolated from observed gravity values.
 FF0379
 FF0379;                    North         East     Units Scale Factor Converg.
 FF0379;SPC TN       -    85,626.526   234,392.710   MT  1.00004427   -2 20 46.7
 FF0379;SPC TN       -   280,926.36    769,003.42   sFT  1.00004427   -2 20 46.7
 FF0379;SPC MS W     -   614,092.596   729,706.300   MT  0.99996087   +0 11 12.9
 FF0379;SPC MS W     - 2,014,735.46  2,394,044.75   sFT  0.99996087   +0 11 12.9
 FF0379;UTM  15      - 3,881,306.939   772,964.859   MT  1.00051840   +1 43 08.2
 FF0379;UTM  16      - 3,881,349.531   225,619.574   MT  1.00052795   -1 43 40.3
 FF0379
 FF0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0379!SPC TN       -   0.99998975  x   1.00004427  =   1.00003402
 FF0379!SPC MS W     -   0.99998975  x   0.99996087  =   0.99995062
 FF0379!UTM  15      -   0.99998975  x   1.00051840  =   1.00050815
 FF0379!UTM  16      -   0.99998975  x   1.00052795  =   1.00051770
 FF0379
 FF0379|---------------------------------------------------------------------|
 FF0379| PID    Reference Object                     Distance      Geod. Az  |
 FF0379|                                                           dddmmss.s |
 FF0379| FF0380 MILL RM 1                            26.180 METERS 02930     |
 FF0379| FF0378 MILL RM 2                            34.931 METERS 17120     |
 FF0379| FF0374 BROOKS                              APPROX. 2.7 KM 3335325.3 |
 FF0379|---------------------------------------------------------------------|
 FF0379
 FF0379                          SUPERSEDED SURVEY CONTROL
 FF0379
 FF0379  NAD 83(1995)-  35 02 15.35646(N)    090 00 27.92278(W) AD(       ) 3
 FF0379  NAD 83(1995)-  35 02 15.36004(N)    090 00 27.92392(W) AD(       ) 3
 FF0379  NAD 83(1986)-  35 02 15.36469(N)    090 00 27.92370(W) AD(       ) 3
 FF0379  NAD 27      -  35 02 15.03840(N)    090 00 27.59730(W) AD(       ) 3
 FF0379  NGVD 29 (??/??/??)   92.602  (m)          303.81   (f) ADJUSTED    2 0
 FF0379
 FF0379.Superseded values are not recommended for survey control.
 FF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0379.See file dsdata.txt to determine how the superseded data were derived.
 FF0379
 FF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7296581307(NAD 83)
 FF0379_MARKER: DE = TRAVERSE STATION DISK
 FF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0379_STAMPING: MILL 1959
 FF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0379+STABILITY: SURFACE MOTION
 FF0379
 FF0379  HISTORY     - Date     Condition        Report By
 FF0379  HISTORY     - 1959     MONUMENTED       CGS
 FF0379  HISTORY     - 1959     GOOD             CGS
 FF0379  HISTORY     - 1971     MARK NOT FOUND   NGS
 FF0379  HISTORY     - 1982     MARK NOT FOUND   NGS
 FF0379  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0379
 FF0379                          STATION DESCRIPTION
 FF0379
 FF0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0379'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF WHITEHAVEN,
 FF0379'0.15 MILE NORTH OF THE INTERSECTION OF RAINES ROAD AND MILL
 FF0379'BRANCH ROAD, 80 FEET WEST OF THE APPROXIMATE CENTER OF MILL
 FF0379'BRANCH ROAD AND 12 FEET WEST OF A SMALL CUT BANK.
 FF0379'
 FF0379'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHAVEN,
 FF0379'GO EAST ON SHELBY DRIVE FOR 1.0 MILE TO A CROSSROAD.  TURN
 FF0379'LEFT, NORTH, ONTO MILL BRANCH ROAD AND GO 1.0 MILE TO THE
 FF0379'INTERSECTION OF RAINES ROAD.  CONTINUE AHEAD FOR 0.15 MILE
 FF0379'TO THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 FF0379'
 FF0379'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0379'MILL 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0379'MONUMENT THAT IS FLUSH WITH THE GROUND.
 FF0379'
 FF0379'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0379'DISK STAMPED MILL 1959 AND IS SET ABOUT 30 INCHES BELOW THE
 FF0379'SURFACE OF THE GROUND.
 FF0379'
 FF0379'REFERENCE MARK 1, A STANDARD DISK STAMPED MILL NO 1 1959,
 FF0379'IS SET IN A DRILL HOLE IN THE WEST CURB ALONG MILL BRANCH
 FF0379'ROAD.  IT IS ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION
 FF0379'MARK.
 FF0379'
 FF0379'REFERENCE MARK 2, A STANDARD DISK STAMPED MILL NO 2 1959,
 FF0379'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0379'THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 70 FEET
 FF0379'WEST OF THE APPROXIMATE CENTER OF MILL BRANCH ROAD AND 4 FEET
 FF0379'WEST OF A CUTBANK.
 FF0379'
 FF0379'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK, A STANDARD
 FF0379'DISK STAMPED MILL 1959.  IT IS SET IN THE TOP OF A 10-INCH
 FF0379'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE
 FF0379'THE GROUND.  IT IS ABOUT 0.1 MILE SOUTH OF RAINES ROAD, 155
 FF0379'FEET SOUTH-SOUTHWEST OF THE WEST ONE OF FOUR POWER LINE
 FF0379'POLES, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 2 FEET
 FF0379'WEST OF A WITNESS SIGN.
 FF0379'
 FF0379'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR
 FF0379'0.15 MILE TO RAINES ROAD.  TURN LEFT, ONTO RAINES ROAD AND
 FF0379'GO 0.3 MILE TO A POWER LINE CROSSING.  PACK SOUTH ACROSS
 FF0379'A PASTURE FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 FF0379
 FF0379                          STATION RECOVERY (1959)
 FF0379
 FF0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0379'AT WHITEHAVEN.
 FF0379'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHAVEN, GO EAST
 FF0379'ON SHELBY DRIVE FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, NORTH,
 FF0379'ONTO MILL BRANCH ROAD AND GO 1.0 MILE TO THE INTERSECTION OF
 FF0379'RAINES ROAD.  CONTINUE AHEAD FOR 0.15 MILE TO THE STATION ON THE
 FF0379'LEFT, WEST, SIDE OF ROAD.  IT IS LOCATED ABOUT 1.5 MILES NORTHEAST
 FF0379'OF WHITEHAVEN, 0.15 MILE NORTH OF THE INTERSECTION OF RAINES ROAD
 FF0379'AND MILL BRANCH ROAD, 80 FEET WEST OF THE APPROXIMATE CENTER
 FF0379'OF MILL BRANCH ROAD AND 12 FEET WEST OF A SMALL CUT BANK.  THE
 FF0379'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0379'THAT IS FLUSH WITH THE GROUND.  IT IS APPROXIMATELY 0.8 MILE
 FF0379'SOUTH OF E 215.
 FF0379
 FF0379                          STATION RECOVERY (1971)
 FF0379
 FF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FF0379'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 1
 FF0379'WAS LOCATED AS DESCRIBED.  REFERENCE MARK
 FF0379'2 WAS ALSO SEARCHED FOR WITH NO RESULT.  THE AZIMUTH MARK COULD
 FF0379'NOT BE LOCATED EITHER BUT THIS IS DUE TO THE OUTDATED
 FF0379'DESCRIPTION.  THE STATION MARK AND REFERENCE MARK 2 WERE LOCATED
 FF0379'HIGH ON A BANK WHERE HOUSES HAVE BEEN BUILT AND HAVE EITHER
 FF0379'BEEN DESTROYED OR COVERED.
 FF0379'
 FF0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0379'ABOUT 1.5 MILES NORTHEAST OF WHITE HAVEN.
 FF0379
 FF0379                          STATION RECOVERY (1982)
 FF0379
 FF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FF0379'STATION, RM 2, AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  RM 2
 FF0379'RECOVERED AS DESCRIBED.
 FF0379'
 FF0379'THIS STATION WAS ALSO SEARCHED FOR BUT NOT FOUND IN 1971.
 FF0379'
 FF0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 FF0379'NORTHEAST OF WHITEHAVEN.
 FF0379
 FF0379                          STATION RECOVERY (1992)
 FF0379
 FF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0379'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2467 ***********************************************************************
 FE2467  DESIGNATION -  MILL
 FE2467  PID         -  FE2467
 FE2467  STATE/COUNTY-  TN/HARDEMAN
 FE2467  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2467
 FE2467                         *CURRENT SURVEY CONTROL
 FE2467  ___________________________________________________________________
 FE2467* NAD 83(1995)-  35 20 40.58980(N)    089 07 21.46635(W)     ADJUSTED  
 FE2467* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2467  ___________________________________________________________________
 FE2467  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FE2467  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2467
 FE2467  HORZ ORDER  -  SECOND
 FE2467
 FE2467.The horizontal coordinates were established by classical geodetic methods
 FE2467.and adjusted by the National Geodetic Survey in April 1999..
 FE2467
 FE2467.The orthometric height was scaled from a topographic map.
 FE2467
 FE2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2467
 FE2467.The geoid height was determined by GEOID03.
 FE2467
 FE2467;                    North         East     Units Scale Factor Converg.
 FE2467;SPC TN       -   116,728.901   316,193.643   MT  0.99998465   -1 49 41.2
 FE2467;SPC TN       -   382,968.07  1,037,378.64   sFT  0.99998465   -1 49 41.2
 FE2467;UTM  16      - 3,913,327.432   307,107.387   MT  1.00005855   -1 13 41.9
 FE2467
 FE2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2467!SPC TN       -   0.99997879  x   0.99998465  =   0.99996344
 FE2467!UTM  16      -   0.99997879  x   1.00005855  =   1.00003734
 FE2467
 FE2467|---------------------------------------------------------------------|
 FE2467| PID    Reference Object                     Distance      Geod. Az  |
 FE2467|                                                           dddmmss.s |
 FE2467| CG4586 MILL RM 1                            19.924 METERS 06432     |
 FE2467| FE2282 BOLIVAR N MUNICIPAL TANK            APPROX.15.3 KM 1285720.1 |
 FE2467| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX.11.6 KM 1320334.3 |
 FE2467| CG4585 MILL AZ MK                                         1970122.3 |
 FE2467| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 3.1 KM 2302306.6 |
 FE2467| CG4587 MILL RM 2                            24.372 METERS 29905     |
 FE2467|---------------------------------------------------------------------|
 FE2467
 FE2467                          SUPERSEDED SURVEY CONTROL
 FE2467
 FE2467  NAD 83(1995)-  35 20 40.59514(N)    089 07 21.46812(W) AD(       ) 2
 FE2467  NAD 83(1995)-  35 20 40.59598(N)    089 07 21.46863(W) AD(       ) 2
 FE2467  NAD 83(1986)-  35 20 40.60170(N)    089 07 21.46677(W) AD(       ) 2
 FE2467  NAD 27      -  35 20 40.30770(N)    089 07 21.23590(W) AD(       ) 2
 FE2467
 FE2467.Superseded values are not recommended for survey control.
 FE2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2467.See file dsdata.txt to determine how the superseded data were derived.
 FE2467
 FE2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0710713327(NAD 83)
 FE2467_MARKER: DS = TRIANGULATION STATION DISK
 FE2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2467
 FE2467  HISTORY     - Date     Condition        Report By
 FE2467  HISTORY     - 1958     MONUMENTED       CGS
 FE2467
 FE2467                          STATION DESCRIPTION
 FE2467
 FE2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2467'THE STATION IS ABOUT 2 MILES NORTHEAST OF WHITEVILLE AND ON PROPERTY
 FE2467'OWNED BY MR. JOHN ROBERTSON.  IT IS 1 FOOT WEST OF A FENCE, 8 FEET
 FE2467'NORTH OF A WHITE WITNESS POST, 30 FEET SOUTH OF THE CENTER OF A GATE
 FE2467'AND 34 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD WOODEN SHED.
 FE2467'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILL 1958.
 FE2467'
 FE2467'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO EAST
 FE2467'ON U.S. HIGHWAY 64 FOR 0.6 MILE TO A SIDE ROAD LEFT. TURN LEFT,
 FE2467'NORTH, AND GO 0.1 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT,
 FE2467'EASTERLY, FOR 0.65 MILE TO A Y-INTERSECTION.  BEAR LEFT FOR 1.15
 FE2467'MILES TO A Y-INTERSECTION.  *BEAR LEFT FOR 0.2 MILE TO DRIVEWAY ON
 FE2467'THE RIGHT, NEAR A WOODEN GATE.  TURN RIGHT UP THE DRIVEWAY,
 FE2467'PASSING TO THE NORTH OF THE HOUSE, AND FOLLOW A FIELD ROAD FOR 0.25
 FE2467'MILE TO THE STATION ON THE RIGHT.
 FE2467'
 FE2467'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH FOR 0.15
 FE2467'MILE TO THE MARK ON THE LEFT, WEST, SIDE OF THE ROAD.
 FE2467'
 FE2467'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 11 FEET NORTH OF THE
 FE2467'CENTERLINE OF A FIELD ROAD AND 41 FEET EAST OF THE SOUTHEAST
 FE2467'CORNER OF AN OLD WOODEN SHED.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2467'STAMPED MILL NO 1 1958.
 FE2467'
 FE2467'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE, 5 FEET NORTH OF THE
 FE2467'CENTERLINE OF THE FIELD ROAD AND 67 FEET WEST OF A FENCE CORNER
 FE2467'AND GATE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILL NO 2
 FE2467'1958.
 FE2467'
 FE2467'THE AZIMUTH MARK IS 1 FOOT WEST OF A WHITE WITNESS POST, 1 FOOT SOUTH
 FE2467'OF A FENCE AND 33 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.
 FE2467'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILL 1958.
 FE2467'
 FE2467'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1602 ***********************************************************************
 FD1602  DESIGNATION -  MILL
 FD1602  PID         -  FD1602
 FD1602  STATE/COUNTY-  TN/WAYNE
 FD1602  USGS QUAD   -  WAYNESBORO (1968)
 FD1602
 FD1602                         *CURRENT SURVEY CONTROL
 FD1602  ___________________________________________________________________
 FD1602* NAD 83(1995)-  35 18 47.29528(N)    087 45 47.03910(W)     ADJUSTED  
 FD1602* NAVD 88     -       230.4    (meters)     756.     (feet)  VERTCON   
 FD1602  ___________________________________________________________________
 FD1602  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD1602  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1602
 FD1602  HORZ ORDER  -  SECOND
 FD1602
 FD1602.The horizontal coordinates were established by classical geodetic methods
 FD1602.and adjusted by the National Geodetic Survey in April 1999..
 FD1602
 FD1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1602
 FD1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1602
 FD1602.The geoid height was determined by GEOID03.
 FD1602
 FD1602;                    North         East     Units Scale Factor Converg.
 FD1602;SPC TN       -   110,153.464   439,678.806   MT  0.99998946   -1 01 55.8
 FD1602;SPC TN       -   361,395.16  1,442,512.88   sFT  0.99998946   -1 01 55.8
 FD1602;UTM  16      - 3,908,036.741   430,634.548   MT  0.99965930   -0 26 28.0
 FD1602
 FD1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1602!SPC TN       -   0.99996821  x   0.99998946  =   0.99995767
 FD1602!UTM  16      -   0.99996821  x   0.99965930  =   0.99962752
 FD1602
 FD1602|---------------------------------------------------------------------|
 FD1602| PID    Reference Object                     Distance      Geod. Az  |
 FD1602|                                                           dddmmss.s |
 FD1602| FD0990 MILL RM 2                            21.643 METERS 19318     |
 FD1602| CG6942 MCMINNVILLE RM 1                                   1972446.7 |
 FD1602| FD0988 MILL RM 1                            21.945 METERS 35900     |
 FD1602|---------------------------------------------------------------------|
 FD1602
 FD1602                          SUPERSEDED SURVEY CONTROL
 FD1602
 FD1602  NAD 83(1995)-  35 18 47.29957(N)    087 45 47.04051(W) AD(       ) 2
 FD1602  NAD 83(1995)-  35 18 47.29957(N)    087 45 47.04052(W) AD(       ) 2
 FD1602  NAD 83(1995)-  35 18 47.30071(N)    087 45 47.03985(W) AD(       ) 2
 FD1602  NAD 83(1986)-  35 18 47.30505(N)    087 45 47.03882(W) AD(       ) 2
 FD1602  NAD 27      -  35 18 47.02440(N)    087 45 46.94900(W) AD(       ) 2
 FD1602  NGVD 29 (07/19/86)  230.4    (m)          756.     (f) VERT ANG       
 FD1602
 FD1602.Superseded values are not recommended for survey control.
 FD1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1602.See file dsdata.txt to determine how the superseded data were derived.
 FD1602
 FD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3063508037(NAD 83)
 FD1602_MARKER: DD = SURVEY DISK
 FD1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1602
 FD1602  HISTORY     - Date     Condition        Report By
 FD1602  HISTORY     - 1962     MONUMENTED       TNHD
 FD1602
 FD1602                          STATION DESCRIPTION
 FD1602
 FD1602'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1602'THE STATION IS LOCATED ON THE CAMPUS OF WAYNE COUNTY HIGH SCHOOL IN
 FD1602'WAYNESBORO.
 FD1602'
 FD1602'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1602'GO 0.4 MILE SOUTH ON
 FD1602'STATE ROUTE 13 TO SCHOOL ON THE LEFT AND THE STATION.
 FD1602'
 FD1602'THE STATION IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FD1602'13, 35 FEET EAST OF
 FD1602'THE APPROXIMATE CENTER OF THE PAVED DRIVEWAY TO THE
 FD1602'SCHOOL, 20 FEET NORTH OF AN
 FD1602'18-INCH MAPLE TREE, AND 1.6 FEET WEST OF
 FD1602'A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 FD1602'ARE STANDARD TENNESSEE
 FD1602'HIGHWAY DEPARTMENT DISKS STAMPED MILL 1962.  THE UNDERGROUND MARK
 FD1602'IS ABOUT 30
 FD1602'INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 FD1602'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1602'
 FD1602'REFERENCE MARK NO 1 IS 26 FEET EAST OF TEH APPROXIMATE CENTER OF
 FD1602'STATE ROUTE 13 AND
 FD1602'8 FEET SOUTH OF AN 18-INCH MAPLE TREE.  THE MARK IS A
 FD1602'STANDARD TENNESSEE HIGHWAY
 FD1602'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD1602'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1602'STAMPED MILL RM 1 1962.
 FD1602'
 FD1602'REFERENCE MARK NO 2 IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FD1602'PAVED DRIVEWAY TO
 FD1602'THE SCHOOL, 27 FEET EAST OF THE APPROXIMATE CENTER
 FD1602'OF STATE ROUTE 13, AND 15 FEET WEST
 FD1602'OF AN 18-INCH WALNUT TREE.  THE
 FD1602'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1602'SET IN A 10-INCH SQUARE,
 FD1602'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MILL RM 2 1962.
 FD1602'
 FD1602'THE AZIMUTH MARK IS 38 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN
 FD1602'BARN, 19 FEET WEST OF A
 FD1602'TRIPLE-TRUNK WALNUT TREE, 11 FEET EAST OF THE
 FD1602'NORTHEAST CORNER OF A SMALL WOODEN
 FD1602'SHED, AND 3 FEET NORTH OF A WIRE
 FD1602'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1602'DEPARTMENT DISK SET
 FD1602'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1602'STAMPED MILL AZI  1962.
 FD1602'
 FD1602'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.1 MILE SOUTH
 FD1602'ON STATE ROUTE 13
 FD1602'TO COPELAND STREET ON THE RIGHT, TURN RIGHT, AND GO 1
 FD1602'BLOCK WEST ON COPELAND STREET TO
 FD1602'SOUTH HIGH STREET ON THE LEFT, TURN
 FD1602'LEFT, AND GO 0.2 MILE SOUTH ON SOUTH HIGH STREET TO
 FD1602'A GRAVEL DRIVEWAY
 FD1602'RIGHT, TURN RIGHT, AND GO WEST ON THE GRAVEL DRIVEWAY, PASSING
 FD1602'THROUGH A BOARD
 FD1602'GATE, TO THE END OF THE DRIVEWAY AND THE MARK ON THE RIGHT.
 FD1602'
 FD1602'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 FD1602'
 FD1602'HEIGHT OF LIGHT ABOVE STATION MARK 22.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0625 ***********************************************************************
 FC0625  DESIGNATION -  MILL AZ MK
 FC0625  PID         -  FC0625
 FC0625  STATE/COUNTY-  TN/BRADLEY
 FC0625  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0625
 FC0625                         *CURRENT SURVEY CONTROL
 FC0625  ___________________________________________________________________
 FC0625* NAD 83(1986)-  35 09 04.     (N)    084 57 57.     (W)     SCALED    
 FC0625* NAVD 88     -       276.245  (meters)     906.31   (feet)  ADJUSTED  
 FC0625  ___________________________________________________________________
 FC0625  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0625  DYNAMIC HT  -         275.971 (meters)     905.41  (feet)  COMP
 FC0625  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 FC0625
 FC0625  VERT ORDER  -  SECOND    CLASS 0
 FC0625
 FC0625.The horizontal coordinates were scaled from a topographic map and have
 FC0625.an estimated accuracy of +/- 6 seconds.
 FC0625
 FC0625.The orthometric height was determined by differential leveling
 FC0625.and adjusted by the National Geodetic Survey in June 1991..
 FC0625
 FC0625.The geoid height was determined by GEOID03.
 FC0625
 FC0625.The dynamic height is computed by dividing the NAVD 88
 FC0625.geopotential number by the normal gravity value computed on the
 FC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0625.degrees latitude (g = 980.6199 gals.).
 FC0625
 FC0625.The modeled gravity was interpolated from observed gravity values.
 FC0625
 FC0625;                    North         East    Units  Estimated Accuracy
 FC0625;SPC TN       -    91,230.      694,230.      MT  (+/- 180 meters Scaled)
 FC0625
 FC0625                          SUPERSEDED SURVEY CONTROL
 FC0625
 FC0625  NGVD 29 (??/??/92)  276.263  (m)          906.37   (f) ADJ UNCH    2 0
 FC0625
 FC0625.Superseded values are not recommended for survey control.
 FC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0625.See file dsdata.txt to determine how the superseded data were derived.
 FC0625
 FC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD852916(NAD 83)
 FC0625_MARKER: DZ = AZIMUTH MARK DISK
 FC0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0625_STAMPING: MILL 1961
 FC0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0625+STABILITY: SURFACE MOTION
 FC0625
 FC0625  HISTORY     - Date     Condition        Report By
 FC0625  HISTORY     - 1961     MONUMENTED       CGS
 FC0625  HISTORY     - 1967     GOOD             NGS
 FC0625
 FC0625                          STATION DESCRIPTION
 FC0625
 FC0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0625'5.1 MI W FROM CLEVELAND.
 FC0625'TO REACH FROM THE POST OFFICE IN MC DONALD, GO SOUTHWESTERLY
 FC0625'ON U.S. HIGHWAY 11 FOR 1.1 MILES TO A ROADSIDE PARK ON THE LEFT
 FC0625'AND COUNTY ROAD S 4421 (2) ON THE RIGHT, THENCE NORTHERLY ON
 FC0625'AN OILED ROAD FOR 1.25 MILES TO A GRAVELED ROAD RIGHT, THENCE
 FC0625'RIGHT, EAST AND NORTH ALONG THE GRAVELED ROAD FOR 0.8 MILE TO
 FC0625'THE INTERSECTION OF AN OILED ROAD AT CURVE, THENCE RIGHT, EAST
 FC0625'ALONG THE OILED ROAD FOR 0.25 MILE TO A FARM DRIVE ON THE LEFT
 FC0625'LEADING INTO THE EDGAR G. SHIPMAN FARM.  HERE TURN LEFT ON THE
 FC0625'FARM DRIVE AND GO ABOUT 125 YARDS TO THE MARK ON THE LEFT, 63
 FC0625'FEET SOUTH OF THE SOUTHWEST CORNER OF A LOG HOUSE, 54 FEET SOUTH
 FC0625'OF THE SOUTHEAST CORNER OF THE LOG HOUSE, 13 FEET WEST OF THE
 FC0625'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, AND 6.0 FEET EAST OF
 FC0625'A METAL WITNESS POST AND SIGN IN FENCE.  IT IS A STANDARD DISK
 FC0625'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC0625'THE DISK IS STAMPED MILL 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0381 ***********************************************************************
 FF0381  DESIGNATION -  MILL AZ MK
 FF0381  PID         -  FF0381
 FF0381  STATE/COUNTY-  TN/SHELBY
 FF0381  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0381
 FF0381                         *CURRENT SURVEY CONTROL
 FF0381  ___________________________________________________________________
 FF0381* NAD 83(1995)-  35 02 03.66059(N)    090 00 07.15104(W)     ADJUSTED  
 FF0381* NAVD 88     -        78.882  (meters)     258.80   (feet)  ADJUSTED  
 FF0381  ___________________________________________________________________
 FF0381  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FF0381  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0381  DYNAMIC HT  -          78.809 (meters)     258.56  (feet)  COMP
 FF0381  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FF0381
 FF0381  HORZ ORDER  -  SECOND
 FF0381  VERT ORDER  -  SECOND    CLASS 0
 FF0381
 FF0381.The horizontal coordinates were established by classical geodetic methods
 FF0381.and adjusted by the National Geodetic Survey in April 1999..
 FF0381
 FF0381.The orthometric height was determined by differential leveling
 FF0381.and adjusted by the National Geodetic Survey in June 1991..
 FF0381
 FF0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0381
 FF0381.The geoid height was determined by GEOID03.
 FF0381
 FF0381.The dynamic height is computed by dividing the NAVD 88
 FF0381.geopotential number by the normal gravity value computed on the
 FF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0381.degrees latitude (g = 980.6199 gals.).
 FF0381
 FF0381.The modeled gravity was interpolated from observed gravity values.
 FF0381
 FF0381;                    North         East     Units Scale Factor Converg.
 FF0381;SPC TN       -    85,244.892   234,904.041   MT  1.00004505   -2 20 34.5
 FF0381;SPC TN       -   279,674.28    770,681.01   sFT  1.00004505   -2 20 34.5
 FF0381;SPC MS W     -   613,733.965   730,233.955   MT  0.99996126   +0 11 24.8
 FF0381;SPC MS W     - 2,013,558.85  2,395,775.90   sFT  0.99996126   +0 11 24.8
 FF0381;UTM  15      - 3,880,962.350   773,502.213   MT  1.00052202   +1 43 19.7
 FF0381;UTM  16      - 3,880,973.257   226,135.243   MT  1.00052447   -1 43 27.9
 FF0381
 FF0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0381!SPC TN       -   0.99999191  x   1.00004505  =   1.00003696
 FF0381!SPC MS W     -   0.99999191  x   0.99996126  =   0.99995317
 FF0381!UTM  15      -   0.99999191  x   1.00052202  =   1.00051393
 FF0381!UTM  16      -   0.99999191  x   1.00052447  =   1.00051638
 FF0381
 FF0381                          SUPERSEDED SURVEY CONTROL
 FF0381
 FF0381  NAD 83(1995)-  35 02 03.66220(N)    090 00 07.15122(W) AD(       ) 2
 FF0381  NAD 83(1995)-  35 02 03.66573(N)    090 00 07.15240(W) AD(       ) 2
 FF0381  NAD 83(1986)-  35 02 03.67049(N)    090 00 07.15210(W) AD(       ) 2
 FF0381  NAD 27      -  35 02 03.34450(N)    090 00 06.82690(W) AD(       ) 2
 FF0381  NGVD 29 (??/??/??)   78.850  (m)          258.69   (f) ADJUSTED    2 0
 FF0381
 FF0381.Superseded values are not recommended for survey control.
 FF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0381.See file dsdata.txt to determine how the superseded data were derived.
 FF0381
 FF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7350280962(NAD 83)
 FF0381_MARKER: DZ = AZIMUTH MARK DISK
 FF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0381_STAMPING: MILL 1959
 FF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0381+STABILITY: SURFACE MOTION
 FF0381
 FF0381  HISTORY     - Date     Condition        Report By
 FF0381  HISTORY     - 1959     MONUMENTED       CGS
 FF0381  HISTORY     - 1959     GOOD             CGS
 FF0381  HISTORY     - 19940822 MARK NOT FOUND   TN1620
 FF0381
 FF0381                          STATION DESCRIPTION
 FF0381
 FF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0381'SEE STATION MILL
 FF0381
 FF0381                          STATION RECOVERY (1959)
 FF0381
 FF0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0381'AT WHITEHAVEN.
 FF0381'TO REACH FROM THE MILL 1959 STATION SITE GO SOUTH FOR 0.15 MILE
 FF0381'TO RAINES ROAD.  TURN LEFT, ONTO RAINES ROAD AND GO 0.3 MILE TO
 FF0381'A POWER LINE CROSSING.  PACK SOUTH ACROSS PASTURE FOR 0.1 MILE
 FF0381'TO STATION.  IT IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0381'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FF0381'IT IS 2093.2 FEET EAST-SOUTHEAST OF MILL 1959, ABOUT 0.1 MILE
 FF0381'SOUTH OF RAINES ROAD, 155 FEET SOUTH-SOUTHWEST OF THE WEST ONE
 FF0381'OF FOUR POWER LINE POLES, 2 FEET NORTH OF AN EAST-WEST FENCE
 FF0381'LINE AND 2 FEET WEST OF A WITNESS POST.
 FF0381
 FF0381                          STATION RECOVERY (1994)
 FF0381
 FF0381'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2213 ***********************************************************************
 FB2213  DESIGNATION -  MILL RESET
 FB2213  PID         -  FB2213
 FB2213  STATE/COUNTY-  TN/KNOX
 FB2213  USGS QUAD   -  KNOXVILLE (1978)
 FB2213
 FB2213                         *CURRENT SURVEY CONTROL
 FB2213  ___________________________________________________________________
 FB2213* NAD 83(1995)-  35 56 52.11163(N)    083 59 23.98535(W)     ADJUSTED  
 FB2213* NAVD 88     -       311.86   (meters)    1023.2    (feet)  RESET     
 FB2213  ___________________________________________________________________
 FB2213  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FB2213  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2213
 FB2213  HORZ ORDER  -  SECOND
 FB2213  VERT ORDER  -  THIRD
 FB2213
 FB2213.The horizontal coordinates were established by classical geodetic methods
 FB2213.and adjusted by the National Geodetic Survey in April 1999..
 FB2213
 FB2213.The orthometric height was computed from unverified reset data.
 FB2213.No vertical observational check was made to the station.
 FB2213
 FB2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2213
 FB2213.The geoid height was determined by GEOID03.
 FB2213
 FB2213;                    North         East     Units Scale Factor Converg.
 FB2213;SPC TN       -   180,986.770   781,326.968   MT  0.99995036   +1 10 36.3
 FB2213;SPC TN       -   593,787.43  2,563,403.56   sFT  0.99995036   +1 10 36.3
 FB2213;UTM  17      - 3,982,293.017   230,302.967   MT  1.00049636   -1 45 22.8
 FB2213;UTM  16      - 3,982,348.557   771,502.281   MT  1.00050840   +1 46 05.1
 FB2213
 FB2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2213!SPC TN       -   0.99995588  x   0.99995036  =   0.99990624
 FB2213!UTM  17      -   0.99995588  x   1.00049636  =   1.00045221
 FB2213!UTM  16      -   0.99995588  x   1.00050840  =   1.00046425
 FB2213
 FB2213:                Primary Azimuth Mark                     Grid Az
 FB2213:SPC TN       -  KNOXVILLE RADIO STA WIVK MAST            024 45 13.4
 FB2213:UTM  17      -  KNOXVILLE RADIO STA WIVK MAST            027 41 12.5
 FB2213:UTM  16      -  KNOXVILLE RADIO STA WIVK MAST            024 09 44.6
 FB2213
 FB2213|---------------------------------------------------------------------|
 FB2213| PID    Reference Object                     Distance      Geod. Az  |
 FB2213|                                                           dddmmss.s |
 FB2213| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 1.7 KM 0255549.7 |
 FB2213| FB2092 MILL RM 1                            16.463 METERS 16717     |
 FB2213| FB2090 MILL RM 2                            12.122 METERS 23517     |
 FB2213| FC0248 PAPER                               APPROX. 1.4 KM 2371728.7 |
 FB2213|---------------------------------------------------------------------|
 FB2213
 FB2213                          SUPERSEDED SURVEY CONTROL
 FB2213
 FB2213  NAD 83(1995)-  35 56 52.11881(N)    083 59 23.98318(W) AD(       ) 2
 FB2213  NAD 83(1986)-  35 56 52.12459(N)    083 59 23.98151(W) AD(       ) 2
 FB2213  NGVD 29 (10/12/01)  311.99   (m)         1023.6    (f) RESET       3  
 FB2213
 FB2213.Superseded values are not recommended for survey control.
 FB2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2213.See file dsdata.txt to determine how the superseded data were derived.
 FB2213
 FB2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3030382293(NAD 83)
 FB2213_MARKER: DS = TRIANGULATION STATION DISK
 FB2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2213_STAMPING: MILL 1960 1966
 FB2213_MARK LOGO: TNHD  
 FB2213_PROJECTION: FLUSH
 FB2213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2213+STABILITY: SURFACE MOTION
 FB2213
 FB2213  HISTORY     - Date     Condition        Report By
 FB2213  HISTORY     - 1966     MONUMENTED       TNHD
 FB2213  HISTORY     - 1982     GOOD             LOCSUR
 FB2213  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2213  HISTORY     - 1982     GOOD             TNHD
 FB2213  HISTORY     - 19820615 GOOD             NGS
 FB2213
 FB2213                          STATION DESCRIPTION
 FB2213
 FB2213'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2213'MILL 1960 1966 RECOVERED IN GOOD CONDITION.  A RESET DESCRIPTION WAS
 FB2213'NOT RECEIVED WITH THE CURRENT CONTROL PUBLICATION.  HOWEVER, THE
 FB2213'TENN. D. O. T. DIV. 1 REPORTED THE MARK WAS RESET TO THE EXACT
 FB2213'ELEVATION IT (MILL 1960) HAD PREVIOUSLY BEEN REPORTED AS LEVELED
 FB2213'TO.  CHANGES IN THE DESCRIPTION AS REPORTED IN MILL ARE AS FOLLOWS--
 FB2213'THERE WAS NO WITNESS SIGN FOUND AS WAS REPORTED.  CHANGE 43
 FB2213'FT. S. OF THE S. E. CORNER OF MR. DIETRICHS HOUSE (WHICH WAS
 FB2213'DESTROYED BY CONSTRUCTION OF I-40) TO LOCATED AT THE
 FB2213'NORTHWESTERNMOST CORNER OF CHEROKEE WEST APTS. PROPERTY.  (CITY
 FB2213'BLOCK 49680).
 FB2213'
 FB2213'MILL NO. 2 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 FB2213'AND HEREWITH ADDITIONALLY NOTED--ADD THE FOLLOWING TO THE
 FB2213'DESCRIPTION--MILL 1960 1966 AND MILL R. M. 2 ARE BOTH LOCATED
 FB2213'DIRECTLY BELOW A HIGH TENSION POWER LINE CROSSING.  (CITY BLOCK
 FB2213'49680).
 FB2213'
 FB2213'MILL 1960 NO. 3 1982 RECOVERED IN GOOD CONDITION.  THIS IS A NEW
 FB2213'MARK SET THIS DATE (AUG. 82) BY FLOYD STUART OF U. S. C. G. S.
 FB2213'DESCRIPTION TO BE WRITTEN BY FLOYD STUART.  (CITY BLOCK 49680).
 FB2213
 FB2213                          STATION RECOVERY (1982)
 FB2213
 FB2213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2213'MARK NOT FOUND.
 FB2213
 FB2213                          STATION RECOVERY (1982)
 FB2213
 FB2213'RECOVERY NOTE BY TN HIGHWAY DEPT 1982
 FB2213'2.7 MI NE FROM BEARDEN.
 FB2213'1.2 MILES WEST ALONG KINGSTON PIKE FROM THE POST OFFICE IN BEARDEN,
 FB2213'THENCE 0.6 MILE NORTH ALONG BEARDEN ROAD, THENCE 0.8 MILE EAST ALONG
 FB2213'PAPERMILL DRIVE, THENCE 0.1 MILE SOUTH ALONG FOREST HEIGHTS DRIVE
 FB2213'TO MARK, 0.3 KM (0.15 MI) SOUTHEAST OF THE INTERSECTION OF PAPERMILL
 FB2213'AND FOREST HEIGHTS ROADS, ABOUT 0.16 KM (0.1 MI) SOUTHEAST OF
 FB2213'INTERSTATE HIGHWAY 75 AND 40, 17.7 METERS (58.0 FT) NORTHEAST OF THE
 FB2213'CENTERLINE OF FOREST HEIGHTS ROAD, 12.8 METERS (42.0 FT) NORTHEAST
 FB2213'OF A TELEPHONE POLE, 13.4 METERS (44.0 FT) EAST OF A FIRE HYDRANT,
 FB2213'AND 3.4 METERS (11.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF PAVED
 FB2213'PARKING AREA FOR THE CHEROKEE WEST APARTMENTS.
 FB2213
 FB2213                          STATION RECOVERY (1982)
 FB2213
 FB2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 FB2213'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS
 FB2213'DESTROYED AND A NEW ONE SET BY THE THD SEVERAL YEARS AGO AND IT WAS
 FB2213'FOUND IN GOOD CONDITION ALSO.  REFERENCE MARK 1 WAS NOT FOUND AND IS
 FB2213'ASSUMED DESTROYED.  REFERENCE MARK 3 WAS SET AND A NEW DESCRIPTION
 FB2213'FOLLOWS.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 FB2213' 
 FB2213'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) WEST OF DOWNTOWN KNOXVILLE,
 FB2213'0.3 KM (0.20 MI) SOUTHEAST OF THE INTERSECTION OF PAPERMILL AND FOREST
 FB2213'HEIGHTS ROADS, ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF FOREST HEIGHTS ROAD
 FB2213'OVERPASS OF INTERSTATE HIGHWAY 75 AND 40, 17.7 METERS (58.1 FT)
 FB2213'NORTHEAST OF THE CENTERLINE OF FOREST HEIGHTS ROAD, 12.8 METERS (42.0
 FB2213'FT) NORTHEAST OF A TELEPHONE POLE, 13.4 METERS (44.0 FT) EAST OF A
 FB2213'FIRE HYDRANT AND 3.4 METERS (11.2 FT) NORTHWEST OF THE NORTHWEST EDGE
 FB2213'OF PAVED PARKING AREA OF CHEROKEE WEST APARTMENTS.  THE MONUMENT IS
 FB2213'FLUSH AND THE STANDARD THD DISK IS STAMPED---MILL 1960 1966---.
 FB2213' 
 FB2213'REFERENCE MARK 2 IS 0.6 OF A METER NORTHEAST OF A TELEPHONE POLE, 5.5
 FB2213'METERS (18.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 4.9 METERS
 FB2213'(16.1 FT) SOUTHEAST OF A FIRE HYDRANT AND 1.2 METERS (3.9 FT)
 FB2213'NORTHWEST OF THE NORTHWEST EDGE OF CONCRETE CURBING.  THE MONUMENT
 FB2213'PROJECTS 3 INCHES AND THE DISK IS STAMPED---MILL NO 2 1960---.
 FB2213' 
 FB2213'REFERENCE MARK 3 IS 0.3 METER (1.0 FT) NORTHWEST OF TELEPHONE POLE,
 FB2213'5.8 METERS (19.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.6
 FB2213'METER (2.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF DRIVEWAY
 FB2213'SOUTHWEST AND ACROSS THE ROAD AND 12.5 METERS (41.0 FT) EAST OF A
 FB2213'POWER, LIGHT POLE AND UNDERGROUND CABLE BOX.  THE MONUMENT IS FLUSH
 FB2213'AND THE DISK IS STAMPED---MILL 1960 NO 3 1982--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0733 ***********************************************************************
 GC0733  DESIGNATION -  MILL RM 1
 GC0733  PID         -  GC0733
 GC0733  STATE/COUNTY-  TN/DAVIDSON
 GC0733  USGS QUAD   -  ANTIOCH (1983)
 GC0733
 GC0733                         *CURRENT SURVEY CONTROL
 GC0733  ___________________________________________________________________
 GC0733* NAD 83(1986)-  36 03 55.     (N)    086 41 10.     (W)     SCALED    
 GC0733* NAVD 88     -       188.499  (meters)     618.43   (feet)  ADJUSTED  
 GC0733  ___________________________________________________________________
 GC0733  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0733  DYNAMIC HT  -         188.337 (meters)     617.90  (feet)  COMP
 GC0733  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0733
 GC0733  VERT ORDER  -  SECOND    CLASS 0
 GC0733
 GC0733.The horizontal coordinates were scaled from a topographic map and have
 GC0733.an estimated accuracy of +/- 6 seconds.
 GC0733
 GC0733.The orthometric height was determined by differential leveling
 GC0733.and adjusted by the National Geodetic Survey in June 1991..
 GC0733
 GC0733.The geoid height was determined by GEOID03.
 GC0733
 GC0733.The dynamic height is computed by dividing the NAVD 88
 GC0733.geopotential number by the normal gravity value computed on the
 GC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0733.degrees latitude (g = 980.6199 gals.).
 GC0733
 GC0733.The modeled gravity was interpolated from observed gravity values.
 GC0733
 GC0733;                    North         East    Units  Estimated Accuracy
 GC0733;SPC TN       -   192,380.      538,190.      MT  (+/- 180 meters Scaled)
 GC0733
 GC0733                          SUPERSEDED SURVEY CONTROL
 GC0733
 GC0733  NGVD 29 (??/??/92)  188.523  (m)          618.51   (f) ADJ UNCH    2 0
 GC0733
 GC0733.Superseded values are not recommended for survey control.
 GC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0733.See file dsdata.txt to determine how the superseded data were derived.
 GC0733
 GC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE282912(NAD 83)
 GC0733_MARKER: DR = REFERENCE MARK DISK
 GC0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0733_STAMPING: MILL NO 1 1960
 GC0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0733+STABILITY: SURFACE MOTION
 GC0733
 GC0733  HISTORY     - Date     Condition        Report By
 GC0733  HISTORY     - 1960     MONUMENTED       CGS
 GC0733
 GC0733                          STATION DESCRIPTION
 GC0733
 GC0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0733'1.3 MI NW FROM ANTIOCH.
 GC0733'THIS MARK IS LOCATED AT THE MILL 1960 STATION SITE, 37 FT. EAST
 GC0733'OF THE STATION MARK, 41 FT. SOUTH OF THE CENTER OF THE GRAVELED
 GC0733'ROAD.  THE DISK IS BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET
 GC0733'IN CONCRETE AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2092 ***********************************************************************
 FB2092  DESIGNATION -  MILL RM 1
 FB2092  PID         -  FB2092
 FB2092  STATE/COUNTY-  TN/KNOX
 FB2092  USGS QUAD   -  KNOXVILLE (1978)
 FB2092
 FB2092                         *CURRENT SURVEY CONTROL
 FB2092  ___________________________________________________________________
 FB2092* NAD 83(1986)-  35 56 51.     (N)    083 59 24.     (W)     SCALED    
 FB2092* NAVD 88     -       313.965  (meters)    1030.07   (feet)  ADJUSTED  
 FB2092  ___________________________________________________________________
 FB2092  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2092  DYNAMIC HT  -         313.673 (meters)    1029.11  (feet)  COMP
 FB2092  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FB2092
 FB2092  VERT ORDER  -  SECOND    CLASS 0
 FB2092
 FB2092.The horizontal coordinates were scaled from a topographic map and have
 FB2092.an estimated accuracy of +/- 6 seconds.
 FB2092
 FB2092.The orthometric height was determined by differential leveling
 FB2092.and adjusted by the National Geodetic Survey in June 1991..
 FB2092
 FB2092.The geoid height was determined by GEOID03.
 FB2092
 FB2092.The dynamic height is computed by dividing the NAVD 88
 FB2092.geopotential number by the normal gravity value computed on the
 FB2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2092.degrees latitude (g = 980.6199 gals.).
 FB2092
 FB2092.The modeled gravity was interpolated from observed gravity values.
 FB2092
 FB2092;                    North         East    Units  Estimated Accuracy
 FB2092;SPC TN       -   180,950.      781,330.      MT  (+/- 180 meters Scaled)
 FB2092
 FB2092                          SUPERSEDED SURVEY CONTROL
 FB2092
 FB2092  NGVD 29 (??/??/92)  314.097  (m)         1030.50   (f) ADJ UNCH    2 0
 FB2092
 FB2092.Superseded values are not recommended for survey control.
 FB2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2092.See file dsdata.txt to determine how the superseded data were derived.
 FB2092
 FB2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303822(NAD 83)
 FB2092_MARKER: DR = REFERENCE MARK DISK
 FB2092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2092_SP_SET: FOUNDATION
 FB2092_STAMPING: MILL NO 1 1960
 FB2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2092
 FB2092  HISTORY     - Date     Condition        Report By
 FB2092  HISTORY     - 1960     MONUMENTED       CGS
 FB2092  HISTORY     - 1961     GOOD             NGS
 FB2092  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2092
 FB2092                          STATION DESCRIPTION
 FB2092
 FB2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2092'2.7 MI NE FROM BEARDEN.
 FB2092'THIS MARK IS LOCATED AT THE MILL 1960 STATION SITE, 54 FT.
 FB2092'SOUTHEAST OF THE STATION MARK, AND 28 FT. EAST OF THE CENTER OF
 FB2092'FOREST HEIGHTS DRIVE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 FB2092'NORTHWEST CORNER OF A 10-FT. SQUARE FOUNDATION FOR A WATER PUMP
 FB2092'STATION AND IS ABOUT LEVEL WITH THE ROAD.
 FB2092
 FB2092                          STATION RECOVERY (1982)
 FB2092
 FB2092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0988 ***********************************************************************
 FD0988  DESIGNATION -  MILL RM 1
 FD0988  PID         -  FD0988
 FD0988  STATE/COUNTY-  TN/WAYNE
 FD0988  USGS QUAD   -  WAYNESBORO (1968)
 FD0988
 FD0988                         *CURRENT SURVEY CONTROL
 FD0988  ___________________________________________________________________
 FD0988* NAD 83(1986)-  35 18 47.     (N)    087 45 47.     (W)     SCALED    
 FD0988* NAVD 88     -       230.665  (meters)     756.77   (feet)  ADJUSTED  
 FD0988  ___________________________________________________________________
 FD0988  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0988  DYNAMIC HT  -         230.448 (meters)     756.06  (feet)  COMP
 FD0988  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD0988
 FD0988  VERT ORDER  -  SECOND    CLASS 0
 FD0988
 FD0988.The horizontal coordinates were scaled from a topographic map and have
 FD0988.an estimated accuracy of +/- 6 seconds.
 FD0988
 FD0988.The orthometric height was determined by differential leveling
 FD0988.and adjusted by the National Geodetic Survey in June 1991..
 FD0988
 FD0988.The geoid height was determined by GEOID03.
 FD0988
 FD0988.The dynamic height is computed by dividing the NAVD 88
 FD0988.geopotential number by the normal gravity value computed on the
 FD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0988.degrees latitude (g = 980.6199 gals.).
 FD0988
 FD0988.The modeled gravity was interpolated from observed gravity values.
 FD0988
 FD0988;                    North         East    Units  Estimated Accuracy
 FD0988;SPC TN       -   110,140.      439,680.      MT  (+/- 180 meters Scaled)
 FD0988
 FD0988                          SUPERSEDED SURVEY CONTROL
 FD0988
 FD0988  NGVD 29 (??/??/92)  230.639  (m)          756.69   (f) ADJ UNCH    2 0
 FD0988
 FD0988.Superseded values are not recommended for survey control.
 FD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0988.See file dsdata.txt to determine how the superseded data were derived.
 FD0988
 FD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306080(NAD 83)
 FD0988_MARKER: DD = SURVEY DISK
 FD0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0988_STAMPING: MILL RM 1 1962
 FD0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0988+STABILITY: SURFACE MOTION
 FD0988
 FD0988  HISTORY     - Date     Condition        Report By
 FD0988  HISTORY     - 1962     MONUMENTED       TNHD
 FD0988
 FD0988                          STATION DESCRIPTION
 FD0988
 FD0988'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0988'AT WAYNESBORO.
 FD0988'THIS MARK IS LOCATED AT THE MILL 1962 STATION SITE, 26 FEET
 FD0988'EAST OF THE CENTERLINE OF STATE ROUTE 13, 8 FEET SOUTH OF AN
 FD0988'18-INCH MAPLE TREE AND 72 FEET NORTH OF THE STATION.  THE MARK
 FD0988'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FD0988'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0623 ***********************************************************************
 FC0623  DESIGNATION -  MILL RM 1
 FC0623  PID         -  FC0623
 FC0623  STATE/COUNTY-  TN/BRADLEY
 FC0623  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0623
 FC0623                         *CURRENT SURVEY CONTROL
 FC0623  ___________________________________________________________________
 FC0623* NAD 83(1986)-  35 09 03.     (N)    084 57 21.     (W)     SCALED    
 FC0623* NAVD 88     -       305.536  (meters)    1002.41   (feet)  ADJUSTED  
 FC0623  ___________________________________________________________________
 FC0623  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0623  DYNAMIC HT  -         305.234 (meters)    1001.42  (feet)  COMP
 FC0623  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC0623
 FC0623  VERT ORDER  -  SECOND    CLASS 0
 FC0623
 FC0623.The horizontal coordinates were scaled from a topographic map and have
 FC0623.an estimated accuracy of +/- 6 seconds.
 FC0623
 FC0623.The orthometric height was determined by differential leveling
 FC0623.and adjusted by the National Geodetic Survey in June 1991..
 FC0623
 FC0623.The geoid height was determined by GEOID03.
 FC0623
 FC0623.The dynamic height is computed by dividing the NAVD 88
 FC0623.geopotential number by the normal gravity value computed on the
 FC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0623.degrees latitude (g = 980.6199 gals.).
 FC0623
 FC0623.The modeled gravity was interpolated from observed gravity values.
 FC0623
 FC0623;                    North         East    Units  Estimated Accuracy
 FC0623;SPC TN       -    91,210.      695,150.      MT  (+/- 180 meters Scaled)
 FC0623
 FC0623                          SUPERSEDED SURVEY CONTROL
 FC0623
 FC0623  NGVD 29 (??/??/92)  305.555  (m)         1002.48   (f) ADJ UNCH    2 0
 FC0623
 FC0623.Superseded values are not recommended for survey control.
 FC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0623.See file dsdata.txt to determine how the superseded data were derived.
 FC0623
 FC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD862916(NAD 83)
 FC0623_MARKER: DR = REFERENCE MARK DISK
 FC0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0623_STAMPING: MILL NO 1 1961
 FC0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0623+STABILITY: SURFACE MOTION
 FC0623
 FC0623  HISTORY     - Date     Condition        Report By
 FC0623  HISTORY     - 1961     MONUMENTED       CGS
 FC0623  HISTORY     - 1962     GOOD             NGS
 FC0623  HISTORY     - 1967     GOOD             NGS
 FC0623
 FC0623                          STATION DESCRIPTION
 FC0623
 FC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0623'4.6 MI W FROM CLEVELAND.
 FC0623'THIS MARK IS AT THE SITE OF MILL TRAVERSE STATION 1961. 82.4
 FC0623'FEET SOUTH OF STATION MARK, 8 FEET WEST OF THE CENTER OF THE
 FC0623'TRACK ROAD, 5.5 FEET NORTH OF A 12 INCH PINE TREE, 2 FEET BELOW
 FC0623'THE LEVEL OF THE STATION.  A STANDARD DISK SET IN THE TOP OF A
 FC0623'CONCRETE POST PROJECTING 3 INCHES.
 FC0623
 FC0623                          STATION RECOVERY (1967)
 FC0623
 FC0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0380 ***********************************************************************
 FF0380  DESIGNATION -  MILL RM 1
 FF0380  PID         -  FF0380
 FF0380  STATE/COUNTY-  TN/SHELBY
 FF0380  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0380
 FF0380                         *CURRENT SURVEY CONTROL
 FF0380  ___________________________________________________________________
 FF0380* NAD 83(1986)-  35 02 14.     (N)    090 00 27.     (W)     SCALED    
 FF0380* NAVD 88     -        90.873  (meters)     298.14   (feet)  ADJUSTED  
 FF0380  ___________________________________________________________________
 FF0380  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0380  DYNAMIC HT  -          90.789 (meters)     297.86  (feet)  COMP
 FF0380  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FF0380
 FF0380  VERT ORDER  -  SECOND    CLASS 0
 FF0380
 FF0380.The horizontal coordinates were scaled from a topographic map and have
 FF0380.an estimated accuracy of +/- 6 seconds.
 FF0380
 FF0380.The orthometric height was determined by differential leveling
 FF0380.and adjusted by the National Geodetic Survey in June 1991..
 FF0380
 FF0380.The geoid height was determined by GEOID03.
 FF0380
 FF0380.The dynamic height is computed by dividing the NAVD 88
 FF0380.geopotential number by the normal gravity value computed on the
 FF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0380.degrees latitude (g = 980.6199 gals.).
 FF0380
 FF0380.The modeled gravity was interpolated from observed gravity values.
 FF0380
 FF0380;                    North         East    Units  Estimated Accuracy
 FF0380;SPC TN       -    85,580.      234,410.      MT  (+/- 180 meters Scaled)
 FF0380
 FF0380                          SUPERSEDED SURVEY CONTROL
 FF0380
 FF0380  NGVD 29 (??/??/??)   90.841  (m)          298.03   (f) ADJUSTED    2 0
 FF0380
 FF0380.Superseded values are not recommended for survey control.
 FF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0380.See file dsdata.txt to determine how the superseded data were derived.
 FF0380
 FF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU729812(NAD 83)
 FF0380_MARKER: DR = REFERENCE MARK DISK
 FF0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0380_SP_SET: CURB
 FF0380_STAMPING: MILL NO 1 1959
 FF0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0380
 FF0380  HISTORY     - Date     Condition        Report By
 FF0380  HISTORY     - 1959     MONUMENTED       CGS
 FF0380
 FF0380                          STATION DESCRIPTION
 FF0380
 FF0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0380'AT WHITEHAVEN.
 FF0380'IT IS LOCATED AT THE MILL 1959 STATION SITE.  IT IS SET IN A
 FF0380'DRILL HOLE IN THE WEST CURB ALONG MILL BRANCH ROAD.  IT IS
 FF0380'ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 FF0380'85.9 FEET NORTH-NORTHEAST OF MILL 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0731 ***********************************************************************
 GC0731  DESIGNATION -  MILL RM 2
 GC0731  PID         -  GC0731
 GC0731  STATE/COUNTY-  TN/DAVIDSON
 GC0731  USGS QUAD   -  ANTIOCH (1983)
 GC0731
 GC0731                         *CURRENT SURVEY CONTROL
 GC0731  ___________________________________________________________________
 GC0731* NAD 83(1986)-  36 03 55.     (N)    086 41 10.     (W)     SCALED    
 GC0731* NAVD 88     -       187.254  (meters)     614.35   (feet)  ADJUSTED  
 GC0731  ___________________________________________________________________
 GC0731  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0731  DYNAMIC HT  -         187.093 (meters)     613.82  (feet)  COMP
 GC0731  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0731
 GC0731  VERT ORDER  -  SECOND    CLASS 0
 GC0731
 GC0731.The horizontal coordinates were scaled from a topographic map and have
 GC0731.an estimated accuracy of +/- 6 seconds.
 GC0731
 GC0731.The orthometric height was determined by differential leveling
 GC0731.and adjusted by the National Geodetic Survey in June 1991..
 GC0731
 GC0731.The geoid height was determined by GEOID03.
 GC0731
 GC0731.The dynamic height is computed by dividing the NAVD 88
 GC0731.geopotential number by the normal gravity value computed on the
 GC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0731.degrees latitude (g = 980.6199 gals.).
 GC0731
 GC0731.The modeled gravity was interpolated from observed gravity values.
 GC0731
 GC0731;                    North         East    Units  Estimated Accuracy
 GC0731;SPC TN       -   192,380.      538,190.      MT  (+/- 180 meters Scaled)
 GC0731
 GC0731                          SUPERSEDED SURVEY CONTROL
 GC0731
 GC0731  NGVD 29 (??/??/92)  187.278  (m)          614.43   (f) ADJ UNCH    2 0
 GC0731
 GC0731.Superseded values are not recommended for survey control.
 GC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0731.See file dsdata.txt to determine how the superseded data were derived.
 GC0731
 GC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE282912(NAD 83)
 GC0731_MARKER: DR = REFERENCE MARK DISK
 GC0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0731_STAMPING: MILL NO 2 1960
 GC0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0731+STABILITY: SURFACE MOTION
 GC0731
 GC0731  HISTORY     - Date     Condition        Report By
 GC0731  HISTORY     - 1960     MONUMENTED       CGS
 GC0731
 GC0731                          STATION DESCRIPTION
 GC0731
 GC0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0731'1.3 MI NW FROM ANTIOCH.
 GC0731'THIS MARK IS LOCATED AT THE MILL 1960 STATION SITE, 33.2 FT.
 GC0731'NORTHWEST OF THE STATION MARK, 36 FT. SOUTH OF THE CENTER OF A
 GC0731'GRAVELED ROAD AND 18 FT. EAST OF A POWER LINE POLE.  THE DISK IS
 GC0731'BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET IN CONCRETE AND
 GC0731'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0990 ***********************************************************************
 FD0990  DESIGNATION -  MILL RM 2
 FD0990  PID         -  FD0990
 FD0990  STATE/COUNTY-  TN/WAYNE
 FD0990  USGS QUAD   -  WAYNESBORO (1968)
 FD0990
 FD0990                         *CURRENT SURVEY CONTROL
 FD0990  ___________________________________________________________________
 FD0990* NAD 83(1986)-  35 18 47.     (N)    087 45 47.     (W)     SCALED    
 FD0990* NAVD 88     -       229.802  (meters)     753.94   (feet)  ADJUSTED  
 FD0990  ___________________________________________________________________
 FD0990  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0990  DYNAMIC HT  -         229.586 (meters)     753.23  (feet)  COMP
 FD0990  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD0990
 FD0990  VERT ORDER  -  SECOND    CLASS 0
 FD0990
 FD0990.The horizontal coordinates were scaled from a topographic map and have
 FD0990.an estimated accuracy of +/- 6 seconds.
 FD0990
 FD0990.The orthometric height was determined by differential leveling
 FD0990.and adjusted by the National Geodetic Survey in June 1991..
 FD0990
 FD0990.The geoid height was determined by GEOID03.
 FD0990
 FD0990.The dynamic height is computed by dividing the NAVD 88
 FD0990.geopotential number by the normal gravity value computed on the
 FD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0990.degrees latitude (g = 980.6199 gals.).
 FD0990
 FD0990.The modeled gravity was interpolated from observed gravity values.
 FD0990
 FD0990;                    North         East    Units  Estimated Accuracy
 FD0990;SPC TN       -   110,140.      439,680.      MT  (+/- 180 meters Scaled)
 FD0990
 FD0990                          SUPERSEDED SURVEY CONTROL
 FD0990
 FD0990  NGVD 29 (??/??/92)  229.777  (m)          753.86   (f) ADJ UNCH    2 0
 FD0990
 FD0990.Superseded values are not recommended for survey control.
 FD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0990.See file dsdata.txt to determine how the superseded data were derived.
 FD0990
 FD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306080(NAD 83)
 FD0990_MARKER: DD = SURVEY DISK
 FD0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0990_STAMPING: MILL RM 2 1962
 FD0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0990+STABILITY: SURFACE MOTION
 FD0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0990+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD0990
 FD0990  HISTORY     - Date     Condition        Report By
 FD0990  HISTORY     - 1962     MONUMENTED       TNHD
 FD0990  HISTORY     - 20010727 GOOD             TNDT
 FD0990
 FD0990                          STATION DESCRIPTION
 FD0990
 FD0990'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0990'AT WAYNESBORO.
 FD0990'THIS MARK IS LOCATED AT THE MILL 1962 STATION SITE, 32 FEET SOUTH
 FD0990'OF THE CENTERLINE OF A PAVED DRIVEWAY TO THE SCHOOL, 27 FEET
 FD0990'EAST OF THE CENTERLINE OF STATE ROUTE 13, AND 15 FEET WEST OF A
 FD0990'18-INCH MAPLE TREE AND 71 FEET SOUTH OF THE STATION.  THE MARK
 FD0990'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0990'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0990
 FD0990                          STATION RECOVERY (2001)
 FD0990
 FD0990'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0621 ***********************************************************************
 FC0621  DESIGNATION -  MILL RM 2
 FC0621  PID         -  FC0621
 FC0621  STATE/COUNTY-  TN/BRADLEY
 FC0621  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0621
 FC0621                         *CURRENT SURVEY CONTROL
 FC0621  ___________________________________________________________________
 FC0621* NAD 83(1986)-  35 09 03.     (N)    084 57 21.     (W)     SCALED    
 FC0621* NAVD 88     -       305.980  (meters)    1003.87   (feet)  ADJUSTED  
 FC0621  ___________________________________________________________________
 FC0621  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0621  DYNAMIC HT  -         305.677 (meters)    1002.88  (feet)  COMP
 FC0621  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC0621
 FC0621  VERT ORDER  -  SECOND    CLASS 0
 FC0621
 FC0621.The horizontal coordinates were scaled from a topographic map and have
 FC0621.an estimated accuracy of +/- 6 seconds.
 FC0621
 FC0621.The orthometric height was determined by differential leveling
 FC0621.and adjusted by the National Geodetic Survey in June 1991..
 FC0621
 FC0621.The geoid height was determined by GEOID03.
 FC0621
 FC0621.The dynamic height is computed by dividing the NAVD 88
 FC0621.geopotential number by the normal gravity value computed on the
 FC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0621.degrees latitude (g = 980.6199 gals.).
 FC0621
 FC0621.The modeled gravity was interpolated from observed gravity values.
 FC0621
 FC0621;                    North         East    Units  Estimated Accuracy
 FC0621;SPC TN       -    91,210.      695,150.      MT  (+/- 180 meters Scaled)
 FC0621
 FC0621                          SUPERSEDED SURVEY CONTROL
 FC0621
 FC0621  NGVD 29 (??/??/92)  305.999  (m)         1003.93   (f) ADJ UNCH    2 0
 FC0621
 FC0621.Superseded values are not recommended for survey control.
 FC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0621.See file dsdata.txt to determine how the superseded data were derived.
 FC0621
 FC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD862916(NAD 83)
 FC0621_MARKER: DR = REFERENCE MARK DISK
 FC0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0621_STAMPING: MILL NO 2 1961
 FC0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0621+STABILITY: SURFACE MOTION
 FC0621
 FC0621  HISTORY     - Date     Condition        Report By
 FC0621  HISTORY     - 1961     MONUMENTED       CGS
 FC0621  HISTORY     - 1962     GOOD             NGS
 FC0621  HISTORY     - 1967     GOOD             NGS
 FC0621
 FC0621                          STATION DESCRIPTION
 FC0621
 FC0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0621'4.6 MI W FROM CLEVELAND.
 FC0621'THIS MARK IS AT THE SITE OF MILL TRAVERSE STATION 1961. 46.4 FEET
 FC0621'NORTHWEST OF STATION, 17 FEET WEST OF THE CENTER OF THE TRACK
 FC0621'ROAD, 9.5 FEET FROM A BLAZED OAK TREE, 2 FEET BELOW THE LEVEL
 FC0621'OF THE STATION.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC0621'PROJECTING 6 INCHES.
 FC0621
 FC0621                          STATION RECOVERY (1967)
 FC0621
 FC0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0378 ***********************************************************************
 FF0378  DESIGNATION -  MILL RM 2
 FF0378  PID         -  FF0378
 FF0378  STATE/COUNTY-  TN/SHELBY
 FF0378  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0378
 FF0378                         *CURRENT SURVEY CONTROL
 FF0378  ___________________________________________________________________
 FF0378* NAD 83(1986)-  35 02 13.     (N)    090 00 28.     (W)     SCALED    
 FF0378* NAVD 88     -        90.657  (meters)     297.43   (feet)  ADJUSTED  
 FF0378  ___________________________________________________________________
 FF0378  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0378  DYNAMIC HT  -          90.573 (meters)     297.15  (feet)  COMP
 FF0378  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FF0378
 FF0378  VERT ORDER  -  SECOND    CLASS 0
 FF0378
 FF0378.The horizontal coordinates were scaled from a topographic map and have
 FF0378.an estimated accuracy of +/- 6 seconds.
 FF0378
 FF0378.The orthometric height was determined by differential leveling
 FF0378.and adjusted by the National Geodetic Survey in June 1991..
 FF0378
 FF0378.The geoid height was determined by GEOID03.
 FF0378
 FF0378.The dynamic height is computed by dividing the NAVD 88
 FF0378.geopotential number by the normal gravity value computed on the
 FF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0378.degrees latitude (g = 980.6199 gals.).
 FF0378
 FF0378.The modeled gravity was interpolated from observed gravity values.
 FF0378
 FF0378;                    North         East    Units  Estimated Accuracy
 FF0378;SPC TN       -    85,550.      234,390.      MT  (+/- 180 meters Scaled)
 FF0378
 FF0378                          SUPERSEDED SURVEY CONTROL
 FF0378
 FF0378  NGVD 29 (??/??/??)   90.624  (m)          297.32   (f) ADJUSTED    2 0
 FF0378
 FF0378.Superseded values are not recommended for survey control.
 FF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0378.See file dsdata.txt to determine how the superseded data were derived.
 FF0378
 FF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU729812(NAD 83)
 FF0378_MARKER: DR = REFERENCE MARK DISK
 FF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0378_STAMPING: MILL NO 2 1959
 FF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0378+STABILITY: SURFACE MOTION
 FF0378
 FF0378  HISTORY     - Date     Condition        Report By
 FF0378  HISTORY     - 1959     MONUMENTED       CGS
 FF0378
 FF0378                          STATION DESCRIPTION
 FF0378
 FF0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0378'AT WHITEHAVEN.
 FF0378'IT IS LOCATED AT THE MILL 1959 STATION SITE 114.6 FEET SOUTH
 FF0378'OF MILL 1959, 70 FEET WEST OF THE APPROXIMATE CENTER OF MILL
 FF0378'BRANCH ROAD AND 4 FEET WEST OF A CUTBANK.  THE STATION IS SET
 FF0378'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FF0378'1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2214 ***********************************************************************
 FB2214  DESIGNATION -  MILL RM 3
 FB2214  PID         -  FB2214
 FB2214  STATE/COUNTY-  TN/KNOX
 FB2214  USGS QUAD   -  KNOXVILLE (1978)
 FB2214
 FB2214                         *CURRENT SURVEY CONTROL
 FB2214  ___________________________________________________________________
 FB2214* NAD 83(1986)-  35 56 51.     (N)    083 59 24.     (W)     SCALED    
 FB2214* NAVD 88     -       313.97   (meters)    1030.1    (feet)  RESET     
 FB2214  ___________________________________________________________________
 FB2214  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2214
 FB2214  VERT ORDER  -  THIRD
 FB2214
 FB2214.The horizontal coordinates were scaled from a topographic map and have
 FB2214.an estimated accuracy of +/- 6 seconds.
 FB2214
 FB2214.The orthometric height was computed from unverified reset data.
 FB2214.No vertical observational check was made to the station.
 FB2214
 FB2214.The geoid height was determined by GEOID03.
 FB2214
 FB2214;                    North         East    Units  Estimated Accuracy
 FB2214;SPC TN       -   180,950.      781,330.      MT  (+/- 180 meters Scaled)
 FB2214
 FB2214                          SUPERSEDED SURVEY CONTROL
 FB2214
 FB2214  NGVD 29 (10/12/01)  314.10   (m)         1030.5    (f) RESET       3  
 FB2214
 FB2214.Superseded values are not recommended for survey control.
 FB2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2214.See file dsdata.txt to determine how the superseded data were derived.
 FB2214
 FB2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303822(NAD 83)
 FB2214_MARKER: DR = REFERENCE MARK DISK
 FB2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2214_STAMPING: MILL 1960 NO 3 1982
 FB2214_PROJECTION: FLUSH
 FB2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2214+STABILITY: SURFACE MOTION
 FB2214
 FB2214  HISTORY     - Date     Condition        Report By
 FB2214  HISTORY     - 1982     MONUMENTED       NGS
 FB2214
 FB2214                          STATION DESCRIPTION
 FB2214
 FB2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FB2214'2.7 MI NE FROM BEARDEN.
 FB2214'1.2 MILES WEST ALONG KINGSTON PIKE FROM THE POST OFFICE IN BEARDEN,
 FB2214'THENCE 0.6 MILE NORTH ALONG BEARDEN ROAD, THENCE 0.8 MILE EAST
 FB2214'ALONG PAPERMILL DRIVE, THENCE 0.1 MILE SOUTH ALONG FOREST HEIGHTS
 FB2214'DRIVE TO MARK, 0.3 KM (0.15 MI) SOUTHEAST OF THE INTERSECTION OF
 FB2214'PAPERMILL AND FOREST HEIGHTS ROADS, ABOUT 0.16 KM (0.1 MI)
 FB2214'SOUTHEAST OF THE FOREST HEIGHTS ROAD OVERPASS OF INTERSTATE HIGHWAY
 FB2214'75 AND 40, 0.3 METER (1.0 FT) NORTHWEST OF A TELEPHONE POLE, 5.8
 FB2214'METERS (19.0 FT) NORTHEAST OF THE CENTERLINE OF FOREST HEIGHTS
 FB2214'ROAD, 0.6 METER (2.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF
 FB2214'DRIVEWAY SOUTHWEST AND ACROSS THE ROAD, AND 12.5 METERS (41.0 FT)
 FB2214'EAST OF A POWER LIGHT POLE AND UNDERGROUND CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0800 ***********************************************************************
 GA0800  DESIGNATION -  MILLER
 GA0800  PID         -  GA0800
 GA0800  STATE/COUNTY-  TN/SULLIVAN
 GA0800  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0800
 GA0800                         *CURRENT SURVEY CONTROL
 GA0800  ___________________________________________________________________
 GA0800* NAD 83(1995)-  36 27 06.70975(N)    082 31 00.55414(W)     ADJUSTED  
 GA0800* NAVD 88     -       510.025  (meters)    1673.31   (feet)  ADJUSTED  
 GA0800  ___________________________________________________________________
 GA0800  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA0800  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0800  DYNAMIC HT  -         509.554 (meters)    1671.76  (feet)  COMP
 GA0800  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0800
 GA0800  HORZ ORDER  -  SECOND
 GA0800  VERT ORDER  -  SECOND    CLASS 0
 GA0800
 GA0800.The horizontal coordinates were established by classical geodetic methods
 GA0800.and adjusted by the National Geodetic Survey in April 1999..
 GA0800
 GA0800.The orthometric height was determined by differential leveling
 GA0800.and adjusted by the National Geodetic Survey in June 1991..
 GA0800
 GA0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0800
 GA0800.The geoid height was determined by GEOID03.
 GA0800
 GA0800.The dynamic height is computed by dividing the NAVD 88
 GA0800.geopotential number by the normal gravity value computed on the
 GA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0800.degrees latitude (g = 980.6199 gals.).
 GA0800
 GA0800.The modeled gravity was interpolated from observed gravity values.
 GA0800
 GA0800;                    North         East     Units Scale Factor Converg.
 GA0800;SPC TN       -   240,610.530   912,191.014   MT  1.00000643   +2 02 21.1
 GA0800;SPC TN       -   789,403.05  2,992,746.69   sFT  1.00000643   +2 02 21.1
 GA0800;UTM  17      - 4,035,137.812   364,071.987   MT  0.99982764   -0 54 04.9
 GA0800
 GA0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0800!SPC TN       -   0.99992490  x   1.00000643  =   0.99993132
 GA0800!UTM  17      -   0.99992490  x   0.99982764  =   0.99975255
 GA0800
 GA0800|---------------------------------------------------------------------|
 GA0800| PID    Reference Object                     Distance      Geod. Az  |
 GA0800|                                                           dddmmss.s |
 GA0800| GA0802 MILLER RM 1                          26.078 METERS 15552     |
 GA0800| GA0799 MILLER AZ MK                                       2191813.5 |
 GA0800| GA0801 MILLER RM 2                          32.854 METERS 25428     |
 GA0800|---------------------------------------------------------------------|
 GA0800
 GA0800                          SUPERSEDED SURVEY CONTROL
 GA0800
 GA0800  NAD 83(1995)-  36 27 06.71269(N)    082 31 00.55584(W) AD(       ) 2
 GA0800  NAD 83(1995)-  36 27 06.72362(N)    082 31 00.57420(W) AD(       ) 2
 GA0800  NAD 83(1995)-  36 27 06.71579(N)    082 31 00.55678(W) AD(       ) 2
 GA0800  NAD 83(1986)-  36 27 06.71834(N)    082 31 00.55883(W) AD(       ) 2
 GA0800  NAD 27      -  36 27 06.34650(N)    082 31 01.02800(W) AD(       ) 2
 GA0800  NGVD 29 (??/??/92)  510.168  (m)         1673.78   (f) ADJ UNCH    2 0
 GA0800
 GA0800.Superseded values are not recommended for survey control.
 GA0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0800.See file dsdata.txt to determine how the superseded data were derived.
 GA0800
 GA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6407235138(NAD 83)
 GA0800_MARKER: DE = TRAVERSE STATION DISK
 GA0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0800_STAMPING: MILLER 1961
 GA0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0800
 GA0800  HISTORY     - Date     Condition        Report By
 GA0800  HISTORY     - 1961     MONUMENTED       CGS
 GA0800  HISTORY     - 1961     GOOD             CGS
 GA0800
 GA0800                          STATION DESCRIPTION
 GA0800
 GA0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0800'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.P. BAILEY, ABOUT 7
 GA0800'MILES NORTHEAST OF
 GA0800'HAW CROSSROAD, ABOUT 6 MILES EAST OF FALL BRANCH AND 4
 GA0800'1/2 MILES SOUTHEAST OF SULLIVAN
 GA0800'GARDENS.
 GA0800'
 GA0800'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 81,
 GA0800'HAW CROSSROAD, GO
 GA0800'NORTHEAST ON A HARD SURFACE ROAD FOR 7.3 MILES TO A
 GA0800'STAGGERED CROSSROAD AND THE
 GA0800'AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GA0800'EASTERLY ON HARD SURFACE ROAD FOR 0.2 MILE TO
 GA0800'A WIRE GATE ON THE
 GA0800'LEFT, TURN LEFT PASS THROUGH GATE AND FOLLOW FENCE LINE
 GA0800'NORTHERLY TO A
 GA0800'LOW RIDGE, TURN RIGHT FOLLOWING RIDGE FOR 0.1 MILE TO WOODS,
 GA0800'PROCEED ON DIM TRACK
 GA0800'ROAD FOR 0.2 MILE, THEN TURN LEFT JUST BEFORE
 GA0800'REACHING A WIRE FENCE AND GO ABOUT 40
 GA0800'YARDS TO THE TOP OF HILL AND
 GA0800'THE STATION.
 GA0800'
 GA0800'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED MILLER 1961,
 GA0800'SET IN A SQUARE CONCRETE
 GA0800'MONUMENT WHICH IS FLUSH.  IT IS 10 FEET SOUTH OF A
 GA0800'WIRE FENCE, 2.6 FEET NORTHEAST OF
 GA0800'A WITNESS POST AND SIGN AND SET ON
 GA0800'THE HIGHEST PART OF HILL.
 GA0800'
 GA0800'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1961,
 GA0800'CEMENTED IN A DRILLED HOLE
 GA0800'IN OUTCROPPING BEDROCK FLUSH.  THE BEDROCK PROJECTS
 GA0800'ABOUT 18 INCHES ON THE SOUTH
 GA0800'SIDE.  IT IS 95 FEET SOUTH OF A WIRE
 GA0800'FENCE, 40 FEET NORTH OF THE CENTER OF A TRACK
 GA0800'ROAD, 18 FEET SOUTHEAST
 GA0800'OF AN 18-INCH HICKORY TREE AND ABOUT 6 FEET BELOW THE STATION
 GA0800'ELEVATION.
 GA0800'
 GA0800'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1961,
 GA0800'SET IN A SQUARE CONCRETE
 GA0800'MONUMENT WHICH IS FLUSH.  IT IS 32 FEET SOUTHWEST OF
 GA0800'A 30-INCH TREE STUMP, 7 FEET
 GA0800'SOUTHEAST OF A WIRE FENCE, 6 FEET SOUTH
 GA0800'OF A FORKED TREE AND ABOUT 2 FEET BELOW THE
 GA0800'STATION ELEVATION.
 GA0800'
 GA0800'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1961, SET IN A
 GA0800'SQUARE CONCRETE
 GA0800'MONUMENT WHICH IS FLUSH.  IT IS 22 FEET EAST OF A STAGGERED
 GA0800'CROSSROAD, 1.6 FEET
 GA0800'NORTHEAST OF THE NORTH GATE POST, 1.6 FEET SOUTH
 GA0800'OF A WITNESS POST AND SIGN AND 1 FOOT
 GA0800'EAST OF A WIRE FENCE.
 GA0800'
 GA0800'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GA0800
 GA0800                          STATION RECOVERY (1961)
 GA0800
 GA0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0800'1.7 MI W FROM FORDTOWN.
 GA0800'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0800'OF FALL BRANCH), GO 1.4 MILE WEST ON A PAVED ROAD TO A WIRE
 GA0800'GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE AND FOLLOW FENCE
 GA0800'LINE NORTHERLY TO A LOW RIDGE, TURN RIGHT FOLLOWING RIDGE FOR
 GA0800'0.1 MILE TO WOODS, PROCEED ON DIM TRACK ROAD FOR 0.2 MILE, THEN
 GA0800'TURN LEFT JUST BEFORE REACHING A WIRE FENCE AND GO ABOUT 40
 GA0800'YARDS TO THE TOP OF HILL AND THE STATION.  THE STATION MARK IS
 GA0800'10 FT. SOUTH OF A WIRE FENCE, 2.6 FT. NORTHEAST OF A WITNESS
 GA0800'SIGN AND SET ON THE HIGHEST PART OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2205 ***********************************************************************
 GC2205  DESIGNATION -  MILLER
 GC2205  PID         -  GC2205
 GC2205  STATE/COUNTY-  TN/SUMNER
 GC2205  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2205
 GC2205                         *CURRENT SURVEY CONTROL
 GC2205  ___________________________________________________________________
 GC2205* NAD 83(1995)-  36 22 26.14715(N)    086 42 54.09500(W)     ADJUSTED  
 GC2205* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 GC2205  ___________________________________________________________________
 GC2205  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GC2205  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2205
 GC2205  HORZ ORDER  -  SECOND
 GC2205
 GC2205.The horizontal coordinates were established by classical geodetic methods
 GC2205.and adjusted by the National Geodetic Survey in April 1999..
 GC2205
 GC2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2205
 GC2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2205
 GC2205.The geoid height was determined by GEOID03.
 GC2205
 GC2205;                    North         East     Units Scale Factor Converg.
 GC2205;SPC TN       -   226,640.720   535,837.346   MT  0.99999270   -0 25 07.0
 GC2205;SPC TN       -   743,570.43  1,757,993.03   sFT  0.99999270   -0 25 07.0
 GC2205;UTM  16      - 4,025,461.728   525,562.229   MT  0.99960805   +0 10 08.4
 GC2205
 GC2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2205!SPC TN       -   0.99997085  x   0.99999270  =   0.99996355
 GC2205!UTM  16      -   0.99997085  x   0.99960805  =   0.99957891
 GC2205
 GC2205|---------------------------------------------------------------------|
 GC2205| PID    Reference Object                     Distance      Geod. Az  |
 GC2205|                                                           dddmmss.s |
 GC2205| CG6943 MILLER RM 1                           8.967 METERS 05327     |
 GC2205| CG6944 MILLER RM 2                           8.970 METERS 19040     |
 GC2205| GC2209 BETHEL RESET                        APPROX. 4.4 KM 3420811.3 |
 GC2205|---------------------------------------------------------------------|
 GC2205
 GC2205                          SUPERSEDED SURVEY CONTROL
 GC2205
 GC2205  NAD 83(1995)-  36 22 26.14820(N)    086 42 54.09651(W) AD(       ) 2
 GC2205  NAD 83(1995)-  36 22 26.15226(N)    086 42 54.09794(W) AD(       ) 2
 GC2205  NAD 83(1986)-  36 22 26.15649(N)    086 42 54.09825(W) AD(       ) 2
 GC2205  NAD 27      -  36 22 25.98360(N)    086 42 54.11170(W) AD(       ) 2
 GC2205  NGVD 29 (07/19/86)  215.3    (m)          706.     (f) VERT ANG       
 GC2205
 GC2205.Superseded values are not recommended for survey control.
 GC2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2205.See file dsdata.txt to determine how the superseded data were derived.
 GC2205
 GC2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2556225462(NAD 83)
 GC2205_MARKER: DE = TRAVERSE STATION DISK
 GC2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2205
 GC2205  HISTORY     - Date     Condition        Report By
 GC2205  HISTORY     - 1959     MONUMENTED       CGS
 GC2205
 GC2205                          STATION DESCRIPTION
 GC2205
 GC2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2205'THE STATION IS LOCATED ON THE CREST AND NEAR THE NORTHEAST END OF A
 GC2205'OPEN RIDGE TOP AND ONCE A CULTIVATED FIELD WHICH IS OWNED BY MR. C.
 GC2205'C. GREGORY, ABOUT 3.5 MILES NORTH OF GOODLETTSVILLE AND 0.4 MILE
 GC2205'NORTHWEST OF MILLERSVILLE.
 GC2205'
 GC2205'TO REACH THE STATION FROM THE HIGH SCHOOL IN MILLERSVILLE, GO NORTH
 GC2205'ON U. S. HIGHWAY NO. 31 W FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT
 GC2205'JUST AFTER PASSING A CONCRETE BRIDGE, TURN LEFT AND GO 0.1 MILE TO A
 GC2205'DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO MR. GREGORY
 GC2205'HOUSE AND THE END OF TRUCK TRAVEL IN WET WEATHER, PACK WESTERLY BY AN
 GC2205'OLD BARN ON A DIM TRACK ROAD FOR ABOUT 0.15 MILE TO THE CREST OF THE
 GC2205'FIRST RIDGE, BEAR RIGHT ALONG A TRAIL AND GO NORTHWEST FOR ABOUT A
 GC2205'100 YARDS TO A WIRE FENCE IN A SADDLE, CROSS THE FENCE AND GO
 GC2205'NORTHERLY TO THE TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 GC2205'
 GC2205'STATION IS 6 FEET EAST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GC2205'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE
 GC2205'SURFACE OF THE GROUND AND IS STAMPED MILLER 1959.
 GC2205'
 GC2205'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC2205'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED MILLER 1959.
 GC2205'
 GC2205'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC2205'GROUND AND IS STAMPED MILLER NO 1 1959.
 GC2205'
 GC2205'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC2205'GROUND AND IS STAMPED MILLER NO 2 1959.
 GC2205'
 GC2205'NO AZIMUTH MARK WAS ESTABLISHED.
 GC2205'
 GC2205'A 4-WHEEL DRIVE TRUCK MAY BE DRIVEN TO THE STATION IN DRY WEATHER.
 GC2205'
 GC2205'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0799 ***********************************************************************
 GA0799  DESIGNATION -  MILLER AZ MK
 GA0799  PID         -  GA0799
 GA0799  STATE/COUNTY-  TN/SULLIVAN
 GA0799  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0799
 GA0799                         *CURRENT SURVEY CONTROL
 GA0799  ___________________________________________________________________
 GA0799* NAD 83(1986)-  36 26 50.     (N)    082 31 18.     (W)     SCALED    
 GA0799* NAVD 88     -       462.052  (meters)    1515.92   (feet)  ADJUSTED  
 GA0799  ___________________________________________________________________
 GA0799  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0799  DYNAMIC HT  -         461.624 (meters)    1514.51  (feet)  COMP
 GA0799  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0799
 GA0799  VERT ORDER  -  SECOND    CLASS 0
 GA0799
 GA0799.The horizontal coordinates were scaled from a topographic map and have
 GA0799.an estimated accuracy of +/- 6 seconds.
 GA0799
 GA0799.The orthometric height was determined by differential leveling
 GA0799.and adjusted by the National Geodetic Survey in June 1991..
 GA0799
 GA0799.The geoid height was determined by GEOID03.
 GA0799
 GA0799.The dynamic height is computed by dividing the NAVD 88
 GA0799.geopotential number by the normal gravity value computed on the
 GA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0799.degrees latitude (g = 980.6199 gals.).
 GA0799
 GA0799.The modeled gravity was interpolated from observed gravity values.
 GA0799
 GA0799;                    North         East    Units  Estimated Accuracy
 GA0799;SPC TN       -   240,080.      911,780.      MT  (+/- 180 meters Scaled)
 GA0799
 GA0799                          SUPERSEDED SURVEY CONTROL
 GA0799
 GA0799  NGVD 29 (??/??/92)  462.192  (m)         1516.37   (f) ADJ UNCH    2 0
 GA0799
 GA0799.Superseded values are not recommended for survey control.
 GA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0799.See file dsdata.txt to determine how the superseded data were derived.
 GA0799
 GA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA636346(NAD 83)
 GA0799_MARKER: DZ = AZIMUTH MARK DISK
 GA0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0799_STAMPING: MILLER 1961
 GA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0799+STABILITY: SURFACE MOTION
 GA0799
 GA0799  HISTORY     - Date     Condition        Report By
 GA0799  HISTORY     - 1961     MONUMENTED       CGS
 GA0799
 GA0799                          STATION DESCRIPTION
 GA0799
 GA0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0799'1.6 MI W FROM FORDTOWN.
 GA0799'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0799'OF FALL BRANCH), GO 1.6 MILES WEST ON A PAVED ROAD TO A Y JUNCTION
 GA0799'OF FOUR ROADS.  THE AZIMUTH MARK IS 22 FT. EAST OF A STAGGERED
 GA0799'CROSSROAD, 1.6 FT. NORTHEAST OF THE NORTH GATE POST FOR FIELD
 GA0799'ROAD, 1.6 FT. SOUTH OF A WITNESS SIGN AND 1 FT. EAST OF A WIRE
 GA0799'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0799'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0802 ***********************************************************************
 GA0802  DESIGNATION -  MILLER RM 1
 GA0802  PID         -  GA0802
 GA0802  STATE/COUNTY-  TN/SULLIVAN
 GA0802  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0802
 GA0802                         *CURRENT SURVEY CONTROL
 GA0802  ___________________________________________________________________
 GA0802* NAD 83(1986)-  36 27 06.     (N)    082 31 01.     (W)     SCALED    
 GA0802* NAVD 88     -       504.384  (meters)    1654.80   (feet)  ADJUSTED  
 GA0802  ___________________________________________________________________
 GA0802  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0802  DYNAMIC HT  -         503.918 (meters)    1653.27  (feet)  COMP
 GA0802  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0802
 GA0802  VERT ORDER  -  SECOND    CLASS 0
 GA0802
 GA0802.The horizontal coordinates were scaled from a topographic map and have
 GA0802.an estimated accuracy of +/- 6 seconds.
 GA0802
 GA0802.The orthometric height was determined by differential leveling
 GA0802.and adjusted by the National Geodetic Survey in June 1991..
 GA0802
 GA0802.The geoid height was determined by GEOID03.
 GA0802
 GA0802.The dynamic height is computed by dividing the NAVD 88
 GA0802.geopotential number by the normal gravity value computed on the
 GA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0802.degrees latitude (g = 980.6199 gals.).
 GA0802
 GA0802.The modeled gravity was interpolated from observed gravity values.
 GA0802
 GA0802;                    North         East    Units  Estimated Accuracy
 GA0802;SPC TN       -   240,590.      912,180.      MT  (+/- 180 meters Scaled)
 GA0802
 GA0802                          SUPERSEDED SURVEY CONTROL
 GA0802
 GA0802  NGVD 29 (??/??/92)  504.526  (m)         1655.27   (f) ADJ UNCH    2 0
 GA0802
 GA0802.Superseded values are not recommended for survey control.
 GA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0802.See file dsdata.txt to determine how the superseded data were derived.
 GA0802
 GA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA640351(NAD 83)
 GA0802_MARKER: DR = REFERENCE MARK DISK
 GA0802_SETTING: 66 = SET IN ROCK OUTCROP
 GA0802_SP_SET: OUTCROPPING BEDROCK
 GA0802_STAMPING: MILLER NO 1 1961
 GA0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0802+STABILITY: POSITION/ELEVATION WELL
 GA0802
 GA0802  HISTORY     - Date     Condition        Report By
 GA0802  HISTORY     - 1961     MONUMENTED       CGS
 GA0802
 GA0802                          STATION DESCRIPTION
 GA0802
 GA0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0802'1.7 MI W FROM FORDTOWN.
 GA0802'THIS MARK IS LOCATED AT THE MILLER 1961 STATION SITE, 85.6 FT.
 GA0802'SOUTH OF THE STATION MARK, 95 FT. SOUTH OF A WIRE FENCE, 40 FT.
 GA0802'NORTH OF THE CENTER OF A TRACK ROAD, 18 FT. SOUTHEAST OF AN
 GA0802'18-INCH HICKORY TREE AND ABOUT 8 FT. BELOW THE LEVEL OF THE
 GA0802'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA0802'BEDROCK THAT PROJECTS 18 INCHES ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0801 ***********************************************************************
 GA0801  DESIGNATION -  MILLER RM 2
 GA0801  PID         -  GA0801
 GA0801  STATE/COUNTY-  TN/SULLIVAN
 GA0801  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0801
 GA0801                         *CURRENT SURVEY CONTROL
 GA0801  ___________________________________________________________________
 GA0801* NAD 83(1986)-  36 27 06.     (N)    082 31 01.     (W)     SCALED    
 GA0801* NAVD 88     -       508.779  (meters)    1669.22   (feet)  ADJUSTED  
 GA0801  ___________________________________________________________________
 GA0801  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0801  DYNAMIC HT  -         508.309 (meters)    1667.68  (feet)  COMP
 GA0801  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0801
 GA0801  VERT ORDER  -  SECOND    CLASS 0
 GA0801
 GA0801.The horizontal coordinates were scaled from a topographic map and have
 GA0801.an estimated accuracy of +/- 6 seconds.
 GA0801
 GA0801.The orthometric height was determined by differential leveling
 GA0801.and adjusted by the National Geodetic Survey in June 1991..
 GA0801
 GA0801.The geoid height was determined by GEOID03.
 GA0801
 GA0801.The dynamic height is computed by dividing the NAVD 88
 GA0801.geopotential number by the normal gravity value computed on the
 GA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0801.degrees latitude (g = 980.6199 gals.).
 GA0801
 GA0801.The modeled gravity was interpolated from observed gravity values.
 GA0801
 GA0801;                    North         East    Units  Estimated Accuracy
 GA0801;SPC TN       -   240,590.      912,180.      MT  (+/- 180 meters Scaled)
 GA0801
 GA0801                          SUPERSEDED SURVEY CONTROL
 GA0801
 GA0801  NGVD 29 (??/??/92)  508.921  (m)         1669.68   (f) ADJ UNCH    2 0
 GA0801
 GA0801.Superseded values are not recommended for survey control.
 GA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0801.See file dsdata.txt to determine how the superseded data were derived.
 GA0801
 GA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA640351(NAD 83)
 GA0801_MARKER: DR = REFERENCE MARK DISK
 GA0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0801_STAMPING: MILLER NO 2 1961
 GA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0801+STABILITY: SURFACE MOTION
 GA0801
 GA0801  HISTORY     - Date     Condition        Report By
 GA0801  HISTORY     - 1961     MONUMENTED       CGS
 GA0801
 GA0801                          STATION DESCRIPTION
 GA0801
 GA0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0801'1.7 MI W FROM FORDTOWN.
 GA0801'THIS MARK IS LOCATED AT THE MILLER 1961 STATION SITE, 108 FT.
 GA0801'WEST OF THE STATION MARK, 32 FT. SOUTHWEST OF A 30-INCH TREE
 GA0801'STUMP, 7 FT. SOUTHEAST OF A WIRE FENCE, 6 FT. SOUTH OF A FORKED
 GA0801'TREE AND ABOUT 3 FT. BELOW THE LEVEL OF THE STATION.  THE DISK
 GA0801'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2607 ***********************************************************************
 FE2607  DESIGNATION -  MILLINGTON
 FE2607  PID         -  FE2607
 FE2607  STATE/COUNTY-  TN/SHELBY
 FE2607  USGS QUAD   -  MILLINGTON (1997)
 FE2607
 FE2607                         *CURRENT SURVEY CONTROL
 FE2607  ___________________________________________________________________
 FE2607* NAD 83(1995)-  35 20 44.93979(N)    089 54 19.63923(W)     ADJUSTED  
 FE2607* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 FE2607  ___________________________________________________________________
 FE2607  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FE2607  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2607
 FE2607  HORZ ORDER  -  THIRD
 FE2607
 FE2607.The horizontal coordinates were established by classical geodetic methods
 FE2607.and adjusted by the National Geodetic Survey in April 1999..
 FE2607
 FE2607.The orthometric height was scaled from a topographic map.
 FE2607
 FE2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2607
 FE2607.The geoid height was determined by GEOID03.
 FE2607
 FE2607;                    North         East     Units Scale Factor Converg.
 FE2607;SPC TN       -   119,417.392   245,084.305   MT  0.99998447   -2 17 11.1
 FE2607;SPC TN       -   391,788.56    804,080.76   sFT  0.99998447   -2 17 11.1
 FE2607;UTM  16      - 3,915,268.888   235,954.939   MT  1.00045929   -1 40 54.5
 FE2607
 FE2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2607!SPC TN       -   0.99999078  x   0.99998447  =   0.99997525
 FE2607!UTM  16      -   0.99999078  x   1.00045929  =   1.00045006
 FE2607
 FE2607:                Primary Azimuth Mark                     Grid Az
 FE2607:SPC TN       -  MILLINGTON AZ MK                         045 12 26.1
 FE2607:UTM  16      -  MILLINGTON AZ MK                         044 36 09.5
 FE2607
 FE2607|---------------------------------------------------------------------|
 FE2607| PID    Reference Object                     Distance      Geod. Az  |
 FE2607|                                                           dddmmss.s |
 FE2607| CG4591 MILLINGTON AZ MK                                   0425515.0 |
 FE2607| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 1.0 KM 1115901.4 |
 FE2607| CG4593 MILLINGTON 2 RM 4                                  2194240.5 |
 FE2607| CG4592 MILLINGTON RM 1                       6.803 METERS 22005     |
 FE2607| FE1388 MILLINGTON 2 RM 3                    10.709 METERS 23930     |
 FE2607| FE1387 MILLINGTON 2                          5.511 METERS 27407     |
 FE2607| FE1389 MILLINGTON RM 2                       6.918 METERS 34806     |
 FE2607|---------------------------------------------------------------------|
 FE2607
 FE2607                          SUPERSEDED SURVEY CONTROL
 FE2607
 FE2607  NAD 83(1995)-  35 20 44.94728(N)    089 54 19.64046(W) AD(       ) 3
 FE2607  NAD 83(1995)-  35 20 44.94786(N)    089 54 19.63998(W) AD(       ) 3
 FE2607  NAD 83(1986)-  35 20 44.95105(N)    089 54 19.64062(W) AD(       ) 3
 FE2607  NAD 27      -  35 20 44.64430(N)    089 54 19.33090(W) AD(       ) 3
 FE2607
 FE2607.Superseded values are not recommended for survey control.
 FE2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2607.See file dsdata.txt to determine how the superseded data were derived.
 FE2607
 FE2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3595515269(NAD 83)
 FE2607_MARKER: DS = TRIANGULATION STATION DISK
 FE2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2607
 FE2607  HISTORY     - Date     Condition        Report By
 FE2607  HISTORY     - 1958     MONUMENTED       CGS
 FE2607  HISTORY     - 1969     MARK NOT FOUND   USGS
 FE2607  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FE2607
 FE2607                          STATION DESCRIPTION
 FE2607
 FE2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2607'THE STATION IS ON THE WEST SIDE OF MILLINGTON AND ON THE NORTHWEST
 FE2607'SIDE OF U.S. HIGHWAY 51.  IT IS 57 FEET NORTH OF THE INTERSECTION OF
 FE2607'U.S. HIGHWAY 51 AND THE NORTHEAST DRIVEWAY TO THE HOWARD MANOR
 FE2607'CHRISTIAN HOME, 37 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2607'51, 24 FEET NORTHEAST OF A TELEPHONE POLE AND 24 FEET NORTHEAST OF A
 FE2607'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2607'MILLINGTON 1958.
 FE2607'
 FE2607'TO REACH THE STATION FROM THE PEOPLES STATE BANK, AT THE WEST SIDE OF
 FE2607'MILLINGTON, GO NORTHEAST ON U.S. HIGHWAY 51 FOR 0.1 MILE TO THE
 FE2607'STATION ON THE LEFT, NORTHWEST, SIDE OF THE ROAD.
 FE2607'
 FE2607'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S.
 FE2607'HIGHWAY 51 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FE2607'SOUTHEAST, SIDE OF THE ROAD.
 FE2607'
 FE2607'REFERENCE MARK 1 IS 51 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 FE2607'51 AND THE NORTHEAST DRIVEWAY TO THE HOWARD MANOR CHRISTIAN HOME, 36
 FE2607'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 1 FOOT NORTHEAST
 FE2607'OF A TELEPHONE POLE AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.
 FE2607'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILLINGTON NO 1 1958.
 FE2607'
 FE2607'REFERENCE MARK 2 IS 54 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FE2607'HIGHWAY 51, 42 FEET NORTH OF A TELEPHONE POLE AND 42 FEET NORTH
 FE2607'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2607'STAMPED MILLINGTON NO 2 1958.
 FE2607'
 FE2607'THE AZIMUTH MARK IS 27 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE2607'HIGHWAY 51, 25 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE SHEET
 FE2607'METAL BUILDING, 2 FEET SOUTH OF A POWERLINE POLE AND 3 FEET SOUTH OF
 FE2607'A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2607'MILLINGTON 1958.
 FE2607'
 FE2607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2607
 FE2607                          STATION RECOVERY (1969)
 FE2607
 FE2607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FE2607'STATION REPORTED NOT FOUND.
 FE2607
 FE2607                          STATION RECOVERY (1972)
 FE2607
 FE2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2607'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH
 FE2607'MARK WERE RECOVERED IN APPARENT GOOD CONDITION.  THE SURFACE STATION
 FE2607'MARK AND REFERENCE MARK NO. 1 ARE KNOWN TO HAVE BEEN DESTROYED DURING
 FE2607'THE WIDENING AND FOUR-LANING OF U.S. HIGHWAY 51.  THE UNDERGROUND
 FE2607'STATION MARK WAS FOUND ABOUT 30-INCHES BELOW THE OILED SURFACE OF AN
 FE2607'EMERGENCY LANE ALONG THE HIGHWAY.  PERMISSION WAS OBTAINED FROM
 FE2607'THE TENNESSEE HIGHWAY DEPARTMENT TO DIG DOWN TO THE UNDERGROUND
 FE2607'STATION MARK, AFTER WHICH A NEW STATION MILLINGTON 2 1972, REFERENCE
 FE2607'MARK NO. 3, AND REFERENCE MARK NO. 4 (AZIMUTH MARK) WERE
 FE2607'ESTABLISHED.  THE TRIANGLE FORMED BY MILLINGTON 1958, MILLINGTON 2
 FE2607'1972 AND THE 1958 AZIMUTH MARK WAS THEN OCCUPIED AND CLOSED PLUS
 FE2607'01.9 SEC.  A TRAVERSE MEASUREMENT WAS MADE BETWEEN THE OLD STATION
 FE2607'MARK AND THE NEW STATION MARK, AND AFTER ALL WORK WAS COMPLETED, AND
 FE2607'THE RECORDS CHECKED, THE 1958 AZIMUTH MARK WHICH WOULD BE DESTROYED
 FE2607'BY FURTHER CONSTRUCTION WAS DESTROYED AND THE DISK REMOVED.  THE
 FE2607'ORIGINAL REFERENCE MARK NO. 2 WAS USED FOR THE NEW STATION, AND AN
 FE2607'ARROW WAS CHISELED ON IT POINTING TO THE NEW STATION, WHILE THE
 FE2607'CAST ARROW STILL POINTS TO THE MILLINGTON 1958 UNDERGROUND STATION
 FE2607'MARK.  IN CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE BETWEEN
 FE2607'THE 1958 AZIMUTH MARK AND REFERENCE MARK NO. 2 AT THE OLD STATION,
 FE2607'AGAINST THE 1958 OBSERVATIONS IT CHECKED MINUS 03.3 SEC.  IN CHECKING
 FE2607'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION AND
 FE2607'REFERENCE MARK NO. 2 A DISCREPANCY OF MINUS 0.01 OF A FOOT WAS NOTED.
 FE2607'
 FE2607'SEE DESCRIPTION FOR STATION MILLINGTON 2 1972.
 FE2607'
 FE2607'AZIMUTH MARK 1958 NOW DESTROYED.
 FE2607'
 FE2607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MILLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1387 ***********************************************************************
 FE1387  DESIGNATION -  MILLINGTON 2
 FE1387  PID         -  FE1387
 FE1387  STATE/COUNTY-  TN/SHELBY
 FE1387  USGS QUAD   -  MILLINGTON (1997)
 FE1387
 FE1387                         *CURRENT SURVEY CONTROL
 FE1387  ___________________________________________________________________
 FE1387* NAD 83(1995)-  35 20 44.95264(N)    089 54 19.85692(W)     ADJUSTED  
 FE1387* NAVD 88     -        86.084  (meters)     282.43   (feet)  ADJUSTED  
 FE1387  ___________________________________________________________________
 FE1387  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FE1387  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1387  DYNAMIC HT  -          86.008 (meters)     282.18  (feet)  COMP
 FE1387  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1387
 FE1387  HORZ ORDER  -  SECOND
 FE1387  VERT ORDER  -  FIRST     CLASS I
 FE1387
 FE1387.The horizontal coordinates were established by classical geodetic methods
 FE1387.and adjusted by the National Geodetic Survey in April 1999..
 FE1387
 FE1387.The orthometric height was determined by differential leveling
 FE1387.and adjusted by the National Geodetic Survey in June 1991..
 FE1387
 FE1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1387
 FE1387.The geoid height was determined by GEOID03.
 FE1387
 FE1387.The dynamic height is computed by dividing the NAVD 88
 FE1387.geopotential number by the normal gravity value computed on the
 FE1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1387.degrees latitude (g = 980.6199 gals.).
 FE1387
 FE1387.The modeled gravity was interpolated from observed gravity values.
 FE1387
 FE1387;                    North         East     Units Scale Factor Converg.
 FE1387;SPC TN       -   119,418.007   245,078.828   MT  0.99998447   -2 17 11.2
 FE1387;SPC TN       -   391,790.58    804,062.79   sFT  0.99998447   -2 17 11.2
 FE1387;UTM  16      - 3,915,269.445   235,949.453   MT  1.00045933   -1 40 54.6
 FE1387
 FE1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1387!SPC TN       -   0.99999077  x   0.99998447  =   0.99997524
 FE1387!UTM  16      -   0.99999077  x   1.00045933  =   1.00045010
 FE1387
 FE1387|---------------------------------------------------------------------|
 FE1387| PID    Reference Object                     Distance      Geod. Az  |
 FE1387|                                                           dddmmss.s |
 FE1387| FE1389 MILLINGTON RM 2                       7.566 METERS 03234     |
 FE1387| CG4591 MILLINGTON AZ MK                                   0431841.1 |
 FE1387| FE2607 MILLINGTON                            5.511 METERS 09407     |
 FE1387| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 1.0 KM 1115309.8 |
 FE1387| FE1388 MILLINGTON 2 RM 3                     6.918 METERS 21236     |
 FE1387| CG4593 MILLINGTON 2 RM 4                                  2192817.1 |
 FE1387|---------------------------------------------------------------------|
 FE1387
 FE1387                          SUPERSEDED SURVEY CONTROL
 FE1387
 FE1387  NAD 83(1995)-  35 20 44.96013(N)    089 54 19.85815(W) AD(       ) 2
 FE1387  NAD 83(1995)-  35 20 44.96071(N)    089 54 19.85766(W) AD(       ) 2
 FE1387  NAD 83(1986)-  35 20 44.96390(N)    089 54 19.85831(W) AD(       ) 2
 FE1387  NAD 27      -  35 20 44.65714(N)    089 54 19.54858(W) AD(       ) 2
 FE1387  NGVD 29 (??/??/??)   86.045  (m)          282.30   (f) ADJUSTED    1 1
 FE1387
 FE1387.Superseded values are not recommended for survey control.
 FE1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1387.See file dsdata.txt to determine how the superseded data were derived.
 FE1387
 FE1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3594915269(NAD 83)
 FE1387_MARKER: DS = TRIANGULATION STATION DISK
 FE1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1387_STAMPING: MILLINGTON 2 1972
 FE1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1387+STABILITY: SURFACE MOTION
 FE1387
 FE1387  HISTORY     - Date     Condition        Report By
 FE1387  HISTORY     - 1972     MONUMENTED       NGS
 FE1387  HISTORY     - 1974     GOOD             NGS
 FE1387  HISTORY     - 1974     GOOD             NGS
 FE1387  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1387
 FE1387                          STATION DESCRIPTION
 FE1387
 FE1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1387'THE STATION IS LOCATED AT THE WEST SIDE OF MILLINGTON ALONG THE
 FE1387'NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 51.
 FE1387'
 FE1387'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 51 AND NAVY
 FE1387'ROAD IN THE CENTER OF THE MAIN BUSINESS SECTION OF MILLINGTON, GO
 FE1387'NORTHEASTERLY ON U.S. HIGHWAY 51 FOR 0.3 OF A MILE TO EASLEY ROAD AND
 FE1387'THE PEOPLES STATE BANK IN THE SOUTH ANGLE, CONTINUE NORTHEASTERLY ON
 FE1387'U.S. HIGHWAY 51 FOR ABOUT 0.05 OF A MILE TO THE STATION ON THE LEFT
 FE1387'NORTHEAST OF THE ENTRANCE INTO THE CARA-ANN MOTEL.
 FE1387'
 FE1387'THE STATION IS 50.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 FE1387'HIGHWAY 51, 50 FEET NORTHEAST OF A GUYED POWERLINE POLE, 44 FEET
 FE1387'NORTH-NORTHEAST OF THE NORTH ENTRANCE PILLAR INTO THE CARA-ANN MOTEL,
 FE1387'31.5 FEET SOUTHWEST OF A TELEPHONE POLE, 22.5 FEET NORTH OF A LAMP
 FE1387'POLE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT
 FE1387'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD DISK SET
 FE1387'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1
 FE1387'INCH AND THE DISK IS STAMPED MILLINGTON 2 1972.
 FE1387'
 FE1387'MILLINGTON 1958 (UNDERGROUND MARK) IS 56 FEET NORTHEAST OF THE NORTH
 FE1387'ENTRANCE PILLAR OF THE CARA-ANN MOTEL, 36 FEET NORTHWEST OF THE
 FE1387'APPROXIMATE CENTER OF U.S. HIGHWAY 51, 34 FEET NORTHEAST OF THE LAMP
 FE1387'POLE, 24 FEET SOUTH OF THE TELEPHONE POLE, 1.5 FEET SOUTHEAST
 FE1387'OF THE NORTHWEST EDGE OF THE OILED PAVEMENT OF AN EMERGENCY LANE, AND
 FE1387'IS NOW ABOUT 30-INCHES BELOW THE SURFACE OF THE HIGHWAY.  A
 FE1387'STANDARD DISK STAMPED MILLINGTON 1958.
 FE1387'
 FE1387'REFERENCE MARK NO. 2 IS 73.5 FEET EAST-NORTHEAST OF A GUYED POWERLINE
 FE1387'POLE, 69 FEET NORTHEAST OF THE NORTH ENTRANCE PILLAR OF THE
 FE1387'CARA-ANN MOTEL, 47.5 FEET NORTHEAST OF THE LAMP POLE, 8.5 FEET
 FE1387'WEST-NORTHWEST OF THE TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF A METAL
 FE1387'WITNESS POST AND SIGN, AND NEAR THE SOUTHEAST EDGE OF A CULTIVATED
 FE1387'FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 FE1387'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MILLINGTON NO 2
 FE1387'1958.
 FE1387'
 FE1387'REFERENCE MARK NO. 3 IS 53.5 FEET SOUTHWEST OF THE TELEPHONE POLE, 47
 FE1387'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 51, 30
 FE1387'FEET EAST-NORTHEAST OF THE GUYED POWERLINE POLE, 22 FEET NORTHEAST OF
 FE1387'THE NORTH ENTRANCE PILLAR INTO THE CARA-ANN MOTEL, 2.5 FEET
 FE1387'NORTHWEST OF THE LAMP POLE, AND IN A TENDED AREA.  IT IS A STANDARD
 FE1387'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FE1387'PROJECTS 1 INCH AND THE DISK IS STAMPED MILLINGTON 2 NO 3 1972.
 FE1387'
 FE1387'DUE TO THE REFERENCE MARKS BEING VERY NEARLY IN A LINE ACROSS THE
 FE1387'STATION, THEY WERE NOT MEASURED BETWEEN.
 FE1387'
 FE1387'THE HORIZONTAL MEASURED DISTANCE BETWEEN MILLINGTON 1958 (UNDERGROUND
 FE1387'MARK) AND REFERENCE MARK NO. 2 IS 22.70 FEET-6.918 METERS.
 FE1387'
 FE1387'THE HORIZONTAL MEASURED DISTANCE BETWEEN MILLINGTON 1958 (UNDERGROUND
 FE1387'MARK) AND REFERENCE MARK NO. 3 IS 35.13 FEET - 10.709 METERS.
 FE1387'
 FE1387'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS ABOUT 0.65 OF A MILE SOUTHWEST
 FE1387'OF THE STATION, 52 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 FE1387'OF U.S. HIGHWAY 51, 51.5 FEET SOUTHWEST OF A POWERLINE TRANSFORMER
 FE1387'POLE (2 POTS) NO 129020, 17 FEET NORTH-NORTHWEST OF A POWERLINE
 FE1387'POLE WHICH SUPPORTS HIGH POWER FUSES AND A BREAKER SWITCH NO 86335,
 FE1387'1.5 FEET EAST- NORTHEAST OF A LARGE SIGN IN FRONT OF AN
 FE1387'AMERICAN SERVICE CENTER, AND 0.6 OF A FOOT SOUTH-SOUTHWEST OF THE
 FE1387'NORTHEAST CORNER OF THE CONCRETE BASE OF THE SIGN, AND IN FRONT
 FE1387'OF A LARGE SERVICE STATION.  IT IS A STANDARD DISK CEMENTED IN A
 FE1387'DRILL HOLE IN THE 4X5 FOOT CONCRETE FOOTING FOR A LARGE SIGN, AND THE
 FE1387'DISK IS STAMPED MILLINGTON 2 1972.
 FE1387'
 FE1387'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51
 FE1387'AND NAVY ROAD ABOUT 0.35 OF A MILE SOUTHWEST OF THE STATION, GO
 FE1387'SOUTHWESTERLY ON U.S. HIGHWAY 51 FOR 0.3 OF A MILE TO A LARGE
 FE1387'AMERICAN SERVICE CENTER ON THE LEFT AND THE MARK AS DESCRIBED.
 FE1387
 FE1387                          STATION RECOVERY (1974)
 FE1387
 FE1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1387'THE STATION, R.M. 2 AND 2 R.M. 3 WERE RECOVERED IN GOOD CONDITION AND
 FE1387'LEVELED OVER IN 1974.
 FE1387'
 FE1387'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND NAVY ROAD AT
 FE1387'MILLINGTON, GO 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51.
 FE1387'
 FE1387'THE STATION IS A NGS TRIANGULATION STATION DISK, STAMPED MILLINGTON 2
 FE1387'1972.  122 YARDS NORTHEAST OF THE INTERSECTION OF EASLEY STREET, 146
 FE1387'FEET EAST OF THE EAST CORNER OF A STONE PORCH OF THE CARA ANN MOTEL,
 FE1387'38.8 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES
 FE1387'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A WITNESS POST, IN A CONCRETE
 FE1387'POST.
 FE1387'
 FE1387'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED MILLINGTON NO 2
 FE1387'1958, 25 FEET NORTHEAST OF THE STATION, IN A CONCRETE POST.
 FE1387'
 FE1387'R.M. 3 IS A NGS REFERENCE MARK DISK, STAMPED MILLINGTON 2 NO 3 1972,
 FE1387'22.8 FEET SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 FE1387'
 FE1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MILLINGTON.
 FE1387
 FE1387                          STATION RECOVERY (1974)
 FE1387
 FE1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1387'AT MILLINGTON.
 FE1387'AT MILLINGTON, 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1387'JUNCTION WITH NAVY ROAD, 122 YARDS NORTHEAST OF THE INTERSECTION
 FE1387'OF EASLEY STREET, 146 FEET EAST OF THE EAST CORNER OF STONE
 FE1387'PORCH OF THE CARA-ANN MOTEL, 38.8 FEET NORTHWEST OF THE CENTER
 FE1387'LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 25 FEET SOUTHWEST
 FE1387'OF MILLINGTON 2 RM3, 22.8 FEET NORTHEAST OF MILLINGTON RM 2, 1
 FE1387'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 FE1387'HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1387
 FE1387                          STATION RECOVERY (2002)
 FE1387
 FE1387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1387'SUSPECTED DESTROYED DUE TO SHOPPING CENTER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1388 ***********************************************************************
 FE1388  DESIGNATION -  MILLINGTON 2 RM 3
 FE1388  PID         -  FE1388
 FE1388  STATE/COUNTY-  TN/SHELBY
 FE1388  USGS QUAD   -  MILLINGTON (1997)
 FE1388
 FE1388                         *CURRENT SURVEY CONTROL
 FE1388  ___________________________________________________________________
 FE1388* NAD 83(1986)-  35 20 44.     (N)    089 54 19.     (W)     SCALED    
 FE1388* NAVD 88     -        86.103  (meters)     282.49   (feet)  ADJUSTED  
 FE1388  ___________________________________________________________________
 FE1388  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1388  DYNAMIC HT  -          86.027 (meters)     282.24  (feet)  COMP
 FE1388  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1388
 FE1388  VERT ORDER  -  FIRST     CLASS I
 FE1388
 FE1388.The horizontal coordinates were scaled from a topographic map and have
 FE1388.an estimated accuracy of +/- 6 seconds.
 FE1388
 FE1388.The orthometric height was determined by differential leveling
 FE1388.and adjusted by the National Geodetic Survey in June 1991..
 FE1388
 FE1388.The geoid height was determined by GEOID03.
 FE1388
 FE1388.The dynamic height is computed by dividing the NAVD 88
 FE1388.geopotential number by the normal gravity value computed on the
 FE1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1388.degrees latitude (g = 980.6199 gals.).
 FE1388
 FE1388.The modeled gravity was interpolated from observed gravity values.
 FE1388
 FE1388;                    North         East    Units  Estimated Accuracy
 FE1388;SPC TN       -   119,390.      245,100.      MT  (+/- 180 meters Scaled)
 FE1388
 FE1388                          SUPERSEDED SURVEY CONTROL
 FE1388
 FE1388  NGVD 29 (??/??/??)   86.064  (m)          282.36   (f) ADJUSTED    1 1
 FE1388
 FE1388.Superseded values are not recommended for survey control.
 FE1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1388.See file dsdata.txt to determine how the superseded data were derived.
 FE1388
 FE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE359152(NAD 83)
 FE1388_MARKER: DR = REFERENCE MARK DISK
 FE1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1388_STAMPING: MILLINGTON 2 NO 3 1972
 FE1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1388+STABILITY: SURFACE MOTION
 FE1388
 FE1388  HISTORY     - Date     Condition        Report By
 FE1388  HISTORY     - 1972     MONUMENTED       NGS
 FE1388  HISTORY     - 1974     GOOD             NGS
 FE1388  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1388
 FE1388                          STATION DESCRIPTION
 FE1388
 FE1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1388'AT MILLINGTON.
 FE1388'AT MILLINGTON, 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1388'JUNCTION WITH NAVY ROAD, 114 YARDS NORTHEAST OF THE INTERSECTION
 FE1388'WITH EASLEY STREET, 130 FEET EAST OF THE EAST CORNER OF THE STONE
 FE1388'PORCH OF THE CARA-ANN MOTEL, 35 FEET NORTHWEST OF THE CENTER
 FE1388'LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 38.5 FEET
 FE1388'NORTHEAST OF THE CENTER LINE OF A PAVED DRIVE TO MOTEL, 30 FEET
 FE1388'EAST OF A POWER POLE AND TELEPHONE PEDASTAL, 22.8 FEET SOUTHWEST
 FE1388'OF MILLINGTON 2 1972 TRIANGULATION STATION, ABOUT LEVEL WITH THE
 FE1388'HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1388
 FE1388                          STATION RECOVERY (2002)
 FE1388
 FE1388'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1388'SUSPECTED DESTROYED DUE TO SHOPPING CENTER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2602 ***********************************************************************
 FE2602  DESIGNATION -  MILLINGTON DUPONT CHEM S STACK
 FE2602  PID         -  FE2602
 FE2602  STATE/COUNTY-  TN/SHELBY
 FE2602  USGS QUAD   -  MILLINGTON (1997)
 FE2602
 FE2602                         *CURRENT SURVEY CONTROL
 FE2602  ___________________________________________________________________
 FE2602* NAD 83(1995)-  35 20 56.38746(N)    089 57 07.49219(W)     ADJUSTED  
 FE2602* NAVD 88     -                                                        
 FE2602  ___________________________________________________________________
 FE2602  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FE2602  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2602
 FE2602  HORZ ORDER  -  THIRD
 FE2602
 FE2602.The horizontal coordinates were established by classical geodetic methods
 FE2602.and adjusted by the National Geodetic Survey in April 1999..
 FE2602
 FE2602
 FE2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2602
 FE2602.The geoid height was determined by GEOID03.
 FE2602
 FE2602;                    North         East     Units Scale Factor Converg.
 FE2602;SPC TN       -   119,939.996   240,863.627   MT  0.99998401   -2 18 49.3
 FE2602;SPC TN       -   393,503.14    790,233.42   sFT  0.99998401   -2 18 49.3
 FE2602;UTM  16      - 3,915,747.154   231,726.914   MT  1.00048704   -1 42 32.3
 FE2602;UTM  15      - 3,916,011.312   776,985.115   MT  1.00054559   +1 45 52.2
 FE2602
 FE2602                          SUPERSEDED SURVEY CONTROL
 FE2602
 FE2602  NAD 83(1995)-  35 20 56.39662(N)    089 57 07.49434(W) AD(       ) 4
 FE2602  NAD 83(1995)-  35 20 56.39721(N)    089 57 07.49291(W) AD(       ) 4
 FE2602  NAD 83(1986)-  35 20 56.39904(N)    089 57 07.49385(W) AD(       ) 4
 FE2602  NAD 27      -  35 20 56.08800(N)    089 57 07.17300(W) AD(       ) 3
 FE2602
 FE2602.Superseded values are not recommended for survey control.
 FE2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2602.See file dsdata.txt to determine how the superseded data were derived.
 FE2602
 FE2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3172715747(NAD 83)
 FE2602_MARKER: 63 = STACK
 FE2602
 FE2602  HISTORY     - Date     Condition        Report By
 FE2602  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2602
 FE2602                          STATION DESCRIPTION
 FE2602
 FE2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2602'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH ONE OF TWO STACKS
 FE2602'OF THE DUPONT CHEMICAL CORPORATION POWDER PLANT LOCATED ABOUT 3
 FE2602'MILES WEST OF MILLINGTON, 0.3 MILE SOUTH OF SHELBY DRIVE AND 0.05
 FE2602'MILE EAST OF SHAKERAG ROAD.
 FE2602'
 FE2602'THE POWDER PLANT HAS BEEN TORN DOWN, THE CONCRETE FOUNDATIONS AND THE
 FE2602'TWO STACKS IS ALL THAT REMAINS OF THE INSTALLATION.  THE
 FE2602'PROPERTY IS NOW OWNED BY E.R. TYSON WHO LIVES ON ROBIN-HOOD ROAD IN
 FE2602'MEMPHIS.
 FE2602'
 FE2602'THE STACKS ARE CONSTRUCTED OF GREY CONCRETE AND ARE ABOUT 200 FEET
 FE2602'HIGH.
 FE2602'
 FE2602'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE WITH U.S.
 FE2602'HIGHWAY 51 AT THE SOUTHWEST EDGE OF MILLINGTON, GO WEST ON SHELBY
 FE2602'DRIVE FOR 2.7 MILE TO A JUNCTION WITH SHAKERAG ROAD.  TURN LEFT AND
 FE2602'GO SOUTHEAST ON SHAKERAG ROAD FOR 0.3 MILE TO A DRIVEWAY LEFT.
 FE2602'TURN LEFT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2603 ***********************************************************************
 FE2603  DESIGNATION -  MILLINGTON MUNICIPAL TANK
 FE2603  PID         -  FE2603
 FE2603  STATE/COUNTY-  TN/SHELBY
 FE2603  USGS QUAD   -  MILLINGTON (1997)
 FE2603
 FE2603                         *CURRENT SURVEY CONTROL
 FE2603  ___________________________________________________________________
 FE2603* NAD 83(1995)-  35 20 32.94973(N)    089 53 43.39536(W)     ADJUSTED  
 FE2603* NAVD 88     -                                                        
 FE2603  ___________________________________________________________________
 FE2603  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE2603  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2603
 FE2603  HORZ ORDER  -  THIRD
 FE2603
 FE2603.The horizontal coordinates were established by classical geodetic methods
 FE2603.and adjusted by the National Geodetic Survey in April 1999..
 FE2603
 FE2603
 FE2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2603
 FE2603.The geoid height was determined by GEOID03.
 FE2603
 FE2603;                    North         East     Units Scale Factor Converg.
 FE2603;SPC TN       -   119,011.710   245,984.043   MT  0.99998497   -2 16 49.9
 FE2603;SPC TN       -   390,457.59    807,032.65   sFT  0.99998497   -2 16 49.9
 FE2603;UTM  16      - 3,914,872.536   236,859.334   MT  1.00045342   -1 40 33.0
 FE2603
 FE2603                          SUPERSEDED SURVEY CONTROL
 FE2603
 FE2603  NAD 83(1995)-  35 20 32.95764(N)    089 53 43.39684(W) AD(       ) 4
 FE2603  NAD 83(1995)-  35 20 32.95805(N)    089 53 43.39633(W) AD(       ) 4
 FE2603  NAD 83(1986)-  35 20 32.96105(N)    089 53 43.39677(W) AD(       ) 4
 FE2603  NAD 27      -  35 20 32.65400(N)    089 53 43.08200(W) AD(       ) 3
 FE2603
 FE2603.Superseded values are not recommended for survey control.
 FE2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2603.See file dsdata.txt to determine how the superseded data were derived.
 FE2603
 FE2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3685914873(NAD 83)
 FE2603_MARKER: 53 = ELEVATED TANK
 FE2603
 FE2603  HISTORY     - Date     Condition        Report By
 FE2603  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2603
 FE2603                          STATION DESCRIPTION
 FE2603
 FE2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2603'THE STATION IS THE FINIAL ON THE TOP OF THE WATER TANK.  THE TANK IS
 FE2603'PAINTED RED AND WHITE IN A CHECKERED PATTERN, 125 FEET HIGH AND
 FE2603'SUPPORTED BY A SEVEN LEGGED STRUCTURE THE SAME COLOR AS THE TANK.  IT
 FE2603'IS 118 FEET EAST OF THE NORTHEAST CORNER OF THE PUMPHOUSE, 74 FEET
 FE2603'NORTHEAST OF A FIVE FOOT OAK TREE AND IN AN L FORMED BY OAK PARK IN
 FE2603'MILLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1389 ***********************************************************************
 FE1389  DESIGNATION -  MILLINGTON RM 2
 FE1389  PID         -  FE1389
 FE1389  STATE/COUNTY-  TN/SHELBY
 FE1389  USGS QUAD   -  MILLINGTON (1997)
 FE1389
 FE1389                         *CURRENT SURVEY CONTROL
 FE1389  ___________________________________________________________________
 FE1389* NAD 83(1986)-  35 20 44.     (N)    089 54 19.     (W)     SCALED    
 FE1389* NAVD 88     -        86.274  (meters)     283.05   (feet)  ADJUSTED  
 FE1389  ___________________________________________________________________
 FE1389  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1389  DYNAMIC HT  -          86.198 (meters)     282.80  (feet)  COMP
 FE1389  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1389
 FE1389  VERT ORDER  -  FIRST     CLASS I
 FE1389
 FE1389.The horizontal coordinates were scaled from a topographic map and have
 FE1389.an estimated accuracy of +/- 6 seconds.
 FE1389
 FE1389.The orthometric height was determined by differential leveling
 FE1389.and adjusted by the National Geodetic Survey in June 1991..
 FE1389
 FE1389.The geoid height was determined by GEOID03.
 FE1389
 FE1389.The dynamic height is computed by dividing the NAVD 88
 FE1389.geopotential number by the normal gravity value computed on the
 FE1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1389.degrees latitude (g = 980.6199 gals.).
 FE1389
 FE1389.The modeled gravity was interpolated from observed gravity values.
 FE1389
 FE1389;                    North         East    Units  Estimated Accuracy
 FE1389;SPC TN       -   119,390.      245,100.      MT  (+/- 180 meters Scaled)
 FE1389
 FE1389                          SUPERSEDED SURVEY CONTROL
 FE1389
 FE1389  NGVD 29 (??/??/??)   86.235  (m)          282.92   (f) ADJUSTED    1 1
 FE1389
 FE1389.Superseded values are not recommended for survey control.
 FE1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1389.See file dsdata.txt to determine how the superseded data were derived.
 FE1389
 FE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE359152(NAD 83)
 FE1389_MARKER: DR = REFERENCE MARK DISK
 FE1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1389_STAMPING: MILLINGTON NO 2 1958
 FE1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1389+STABILITY: SURFACE MOTION
 FE1389
 FE1389  HISTORY     - Date     Condition        Report By
 FE1389  HISTORY     - 1958     MONUMENTED       CGS
 FE1389  HISTORY     - 1974     GOOD             NGS
 FE1389  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1389
 FE1389                          STATION DESCRIPTION
 FE1389
 FE1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1389'AT MILLINGTON.
 FE1389'AT MILLINGTON, 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1389'JUNCTION WITH NAVY ROAD, 166 FEET EAST-NORTHEAST OF THE EAST
 FE1389'CORNER OF STONE PORCH OF THE CARA-ANN MOTEL, 42 FEET NORTHWEST
 FE1389'OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 25
 FE1389'FEET NORTHEAST OF MILLINGTON 2 1972, 1 FOOT SOUTHEAST OF A METAL
 FE1389'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 FE1389'CONCRETE POST PROJECTING 1-INCH.
 FE1389
 FE1389                          STATION RECOVERY (2002)
 FE1389
 FE1389'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1389'SUSPECTED DESTROYED DUE TO SHOPPING CENTER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2604 ***********************************************************************
 FE2604  DESIGNATION -  MILLINGTON TANK
 FE2604  PID         -  FE2604
 FE2604  STATE/COUNTY-  TN/SHELBY
 FE2604  USGS QUAD   -  MILLINGTON (1997)
 FE2604
 FE2604                         *CURRENT SURVEY CONTROL
 FE2604  ___________________________________________________________________
 FE2604* NAD 83(1995)-  35 20 37.14487(N)    089 53 35.39101(W)     ADJUSTED  
 FE2604* NAVD 88     -                                                        
 FE2604  ___________________________________________________________________
 FE2604  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE2604  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2604
 FE2604  HORZ ORDER  -  THIRD
 FE2604
 FE2604.The horizontal coordinates were established by classical geodetic methods
 FE2604.and adjusted by the National Geodetic Survey in April 1999..
 FE2604
 FE2604
 FE2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2604
 FE2604.The geoid height was determined by GEOID03.
 FE2604
 FE2604;                    North         East     Units Scale Factor Converg.
 FE2604;SPC TN       -   119,132.853   246,191.145   MT  0.99998479   -2 16 45.2
 FE2604;SPC TN       -   390,855.04    807,712.11   sFT  0.99998479   -2 16 45.2
 FE2604;SPC AR N     -   114,134.777   591,496.425   MT  0.99994470   +1 13 33.5
 FE2604;SPC AR N     -   374,457.18  1,940,601.19   sFT  0.99994470   +1 13 33.5
 FE2604;UTM  16      - 3,914,995.916   237,065.242   MT  1.00045208   -1 40 28.5
 FE2604
 FE2604                          SUPERSEDED SURVEY CONTROL
 FE2604
 FE2604  NAD 83(1995)-  35 20 37.15658(N)    089 53 35.39352(W) AD(       ) 4
 FE2604  NAD 83(1995)-  35 20 37.15697(N)    089 53 35.39395(W) AD(       ) 4
 FE2604  NAD 83(1986)-  35 20 37.15723(N)    089 53 35.39264(W) AD(       ) 4
 FE2604  NAD 27      -  35 20 36.85100(N)    089 53 35.08000(W) AD(       ) 3
 FE2604
 FE2604.Superseded values are not recommended for survey control.
 FE2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2604.See file dsdata.txt to determine how the superseded data were derived.
 FE2604
 FE2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3706514996(NAD 83)
 FE2604_MARKER: 51 = TANK
 FE2604
 FE2604  HISTORY     - Date     Condition        Report By
 FE2604  HISTORY     - 1929     FIRST OBSERVED   CGS
 FE2604
 FE2604                          STATION DESCRIPTION
 FE2604
 FE2604'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0703 ***********************************************************************
 GC0703  DESIGNATION -  MILLS
 GC0703  PID         -  GC0703
 GC0703  STATE/COUNTY-  TN/DAVIDSON
 GC0703  USGS QUAD   -  HERMITAGE (1983)
 GC0703
 GC0703                         *CURRENT SURVEY CONTROL
 GC0703  ___________________________________________________________________
 GC0703* NAD 83(1995)-  36 10 03.57480(N)    086 36 08.89277(W)     ADJUSTED  
 GC0703* NAVD 88     -       178.488  (meters)     585.59   (feet)  ADJUSTED  
 GC0703  ___________________________________________________________________
 GC0703  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GC0703  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0703  DYNAMIC HT  -         178.337 (meters)     585.09  (feet)  COMP
 GC0703  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GC0703
 GC0703  HORZ ORDER  -  SECOND
 GC0703  VERT ORDER  -  SECOND    CLASS 0
 GC0703
 GC0703.The horizontal coordinates were established by classical geodetic methods
 GC0703.and adjusted by the National Geodetic Survey in April 1999..
 GC0703
 GC0703.The orthometric height was determined by differential leveling
 GC0703.and adjusted by the National Geodetic Survey in June 1991..
 GC0703
 GC0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0703
 GC0703.The geoid height was determined by GEOID03.
 GC0703
 GC0703.The dynamic height is computed by dividing the NAVD 88
 GC0703.geopotential number by the normal gravity value computed on the
 GC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0703.degrees latitude (g = 980.6199 gals.).
 GC0703
 GC0703.The modeled gravity was interpolated from observed gravity values.
 GC0703
 GC0703;                    North         East     Units Scale Factor Converg.
 GC0703;SPC TN       -   203,685.114   545,796.500   MT  0.99996530   -0 21 09.8
 GC0703;SPC TN       -   668,256.91  1,790,667.35   sFT  0.99996530   -0 21 09.8
 GC0703;UTM  16      - 4,002,617.818   535,752.511   MT  0.99961575   +0 14 04.6
 GC0703
 GC0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0703!SPC TN       -   0.99997658  x   0.99996530  =   0.99994188
 GC0703!UTM  16      -   0.99997658  x   0.99961575  =   0.99959234
 GC0703
 GC0703|---------------------------------------------------------------------|
 GC0703| PID    Reference Object                     Distance      Geod. Az  |
 GC0703|                                                           dddmmss.s |
 GC0703| GC0705 MILLS RM 1                           26.368 METERS 03901     |
 GC0703| GC0706 MILLS AZ MK                                        0475438.3 |
 GC0703| GC0704 MILLS RM 2                           27.146 METERS 16028     |
 GC0703| GC2231 DONELSON CLOVER BOTTOM HOME TK      APPROX. 3.6 KM 2632427.1 |
 GC0703|---------------------------------------------------------------------|
 GC0703
 GC0703                          SUPERSEDED SURVEY CONTROL
 GC0703
 GC0703  NAD 83(1995)-  36 10 03.57709(N)    086 36 08.89519(W) AD(       ) 2
 GC0703  NAD 83(1995)-  36 10 03.57956(N)    086 36 08.89448(W) AD(       ) 2
 GC0703  NAD 83(1986)-  36 10 03.58499(N)    086 36 08.89531(W) AD(       ) 2
 GC0703  NAD 27      -  36 10 03.38400(N)    086 36 08.91110(W) AD(       ) 2
 GC0703  NGVD 29 (??/??/92)  178.524  (m)          585.71   (f) ADJ UNCH    2 0
 GC0703
 GC0703.Superseded values are not recommended for survey control.
 GC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0703.See file dsdata.txt to determine how the superseded data were derived.
 GC0703
 GC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3575302618(NAD 83)
 GC0703_MARKER: DE = TRAVERSE STATION DISK
 GC0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0703_STAMPING: MILLS 1960
 GC0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0703+STABILITY: SURFACE MOTION
 GC0703
 GC0703  HISTORY     - Date     Condition        Report By
 GC0703  HISTORY     - 1960     MONUMENTED       CGS
 GC0703  HISTORY     - 1960     GOOD             CGS
 GC0703
 GC0703                          STATION DESCRIPTION
 GC0703
 GC0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0703'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.S. EARHART, ABOUT 3
 GC0703'1/2 MILES EAST OF DONELSON, ABOUT 0.8 MILE SOUTHEAST OF THE HERMITAGE
 GC0703'POST OFFICE, AND JUST NORTH OF THE GLEAVES CEMETERY.
 GC0703'
 GC0703'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0703'NORTHEAST ON U.S. HIGHWAY 70N FOR 2.5 MILES TO CENTRAL PIKE
 GC0703'ROAD ON THE RIGHT, JUST AFTER CROSSING STONES RIVER.  TURN RIGHT,
 GC0703'SOUTHEAST, AND GO 1.3 MILES TO A CROSSROAD, AND THE
 GC0703'HERMITAGE POST OFFICE ON THE RIGHT.  PROCEED EAST, ON CENTRAL PIKE
 GC0703'ROAD FOR 0.7 MILE TO AN ANGLING CROSSROAD*.  TURN RIGHT, SOUTH, ON
 GC0703'OLD HICKORY BOULEVARD AND GO 0.1 MILE TO A FORK.  KEEP RIGHT, ON
 GC0703'MILLS ROAD FOR 0.3 MILE AND STATION ON THE RIGHT.
 GC0703'
 GC0703'*TO REACH THE AZIMUTH MARK FROM ANGLING CROSSROAD, GO EAST, ON
 GC0703'CENTRAL PIKE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC0703'
 GC0703'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 GC0703'MONUMENT, STAMPED MILLS 1960, AND SET FLUSH.  IT IS 40 FEET NORTH
 GC0703'OF THE WIRE FENCE ON THE NORTH SIDE OF GLEAVES CEMETERY, 27 FEET WEST
 GC0703'OF THE CENTER OF MILLS ROAD, 10 FEET WEST OF A WIRE FENCE, AND 2.3
 GC0703'FEET NORTHEAST OF A WITNESS SIGN.
 GC0703'
 GC0703'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0703'STAMPED MILLS NO 1 1960, AND SET FLUSH.  IT IS 19 FEET EAST OF THE
 GC0703'CENTER OF MILLS ROAD, SET JUST WEST OF A WIRE FENCE, AND ABOUT 2 FEET
 GC0703'LOWER THAN THE STATION MARK.
 GC0703'
 GC0703'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0703'STAMPED MILLS NO 2 1960, AND SET FLUSH.  IT IS 14 FEET EAST OF THE
 GC0703'CENTER OF MILLS ROAD, 0.9 FEET WEST OF A FENCE CORNER POST, AND ABOUT
 GC0703'1 FOOT HIGHER THAN THE STATION MARK.
 GC0703'
 GC0703'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0703'STAMPED MILLS 1960, AND SET FLUSH.  IT IS 76 FEET WEST OF A POWER
 GC0703'LINE POLE, 36 FEET SOUTH OF THE CENTER OF CENTRAL PIKE ROAD, 1.6 FEET
 GC0703'SOUTH OF A WITNESS SIGN, AND SET JUST NORTH OF A WIRE FENCE.
 GC0703'
 GC0703'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 GC0703
 GC0703                          STATION RECOVERY (1960)
 GC0703
 GC0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0703'8.1 MI SW FROM MOUNT JULIET.
 GC0703'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0703'ON A PAVED ROAD, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN
 GC0703'1.2 MILES SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON
 GC0703'A GRAVELED ROAD, THEN 3.7 MILES WEST ON CENTRAL PIKE ROAD, THEN
 GC0703'0.1 MILE SOUTH OF OLD HICKORY BLVD., THEN 0.3 MILE SOUTH ON MILLS
 GC0703'ROAD AND THE STATION ON THE RIGHT.  THE STATION MARK IS 40 FT.
 GC0703'NORTH OF THE WIRE FENCE ON THE NORTH SIDE OF GLEAVES CEMETERY,
 GC0703'27 FT. WEST OF THE CENTER OF MILLS ROAD, SET JUST WEST OF A WIRE
 GC0703'FENCE, AND 2.3 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 GC0703'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0706 ***********************************************************************
 GC0706  DESIGNATION -  MILLS AZ MK
 GC0706  PID         -  GC0706
 GC0706  STATE/COUNTY-  TN/DAVIDSON
 GC0706  USGS QUAD   -  HERMITAGE (1983)
 GC0706
 GC0706                         *CURRENT SURVEY CONTROL
 GC0706  ___________________________________________________________________
 GC0706* NAD 83(1986)-  36 10 21.     (N)    086 35 45.     (W)     SCALED    
 GC0706* NAVD 88     -       159.756  (meters)     524.13   (feet)  ADJUSTED  
 GC0706  ___________________________________________________________________
 GC0706  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0706  DYNAMIC HT  -         159.621 (meters)     523.69  (feet)  COMP
 GC0706  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GC0706
 GC0706  VERT ORDER  -  SECOND    CLASS 0
 GC0706
 GC0706.The horizontal coordinates were scaled from a topographic map and have
 GC0706.an estimated accuracy of +/- 6 seconds.
 GC0706
 GC0706.The orthometric height was determined by differential leveling
 GC0706.and adjusted by the National Geodetic Survey in June 1991..
 GC0706
 GC0706.The geoid height was determined by GEOID03.
 GC0706
 GC0706.The dynamic height is computed by dividing the NAVD 88
 GC0706.geopotential number by the normal gravity value computed on the
 GC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0706.degrees latitude (g = 980.6199 gals.).
 GC0706
 GC0706.The modeled gravity was interpolated from observed gravity values.
 GC0706
 GC0706;                    North         East    Units  Estimated Accuracy
 GC0706;SPC TN       -   204,220.      546,400.      MT  (+/- 180 meters Scaled)
 GC0706
 GC0706                          SUPERSEDED SURVEY CONTROL
 GC0706
 GC0706  NGVD 29 (??/??/92)  159.793  (m)          524.25   (f) ADJ UNCH    2 0
 GC0706
 GC0706.Superseded values are not recommended for survey control.
 GC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0706.See file dsdata.txt to determine how the superseded data were derived.
 GC0706
 GC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF363031(NAD 83)
 GC0706_MARKER: DZ = AZIMUTH MARK DISK
 GC0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0706_STAMPING: MILLS 1960
 GC0706_MARK LOGO: CGS   
 GC0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0706+STABILITY: SURFACE MOTION
 GC0706
 GC0706  HISTORY     - Date     Condition        Report By
 GC0706  HISTORY     - 1960     MONUMENTED       CGS
 GC0706
 GC0706                          STATION DESCRIPTION
 GC0706
 GC0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0706'7.4 MI SW FROM MOUNT JULIET.
 GC0706'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0706'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0706'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0706'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0706'ROAD, THEN 3.35 MILES WEST ON CENTRAL PIKE ROAD.  THE AZIMUTH
 GC0706'MARK IS ABOUT 0.05 MILE WEST OF THE T JUNCTION OF TULIP GROVE
 GC0706'ROAD AND CENTRAL PIKE ROAD, 76 FT. WEST OF A POWER LINE POLE, 36
 GC0706'FT. SOUTH OF THE CENTER OF CENTRAL PIKE ROAD, 1.6 FT. SOUTH OF
 GC0706'A WITNESS SIGN, AND JUST NORTH OF A WIRE FENCE.  THE DISK IS
 GC0706'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0705 ***********************************************************************
 GC0705  DESIGNATION -  MILLS RM 1
 GC0705  PID         -  GC0705
 GC0705  STATE/COUNTY-  TN/DAVIDSON
 GC0705  USGS QUAD   -  HERMITAGE (1983)
 GC0705
 GC0705                         *CURRENT SURVEY CONTROL
 GC0705  ___________________________________________________________________
 GC0705* NAD 83(1986)-  36 10 03.     (N)    086 36 08.     (W)     SCALED    
 GC0705* NAVD 88     -       176.944  (meters)     580.52   (feet)  ADJUSTED  
 GC0705  ___________________________________________________________________
 GC0705  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0705  DYNAMIC HT  -         176.795 (meters)     580.03  (feet)  COMP
 GC0705  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GC0705
 GC0705  VERT ORDER  -  SECOND    CLASS 0
 GC0705
 GC0705.The horizontal coordinates were scaled from a topographic map and have
 GC0705.an estimated accuracy of +/- 6 seconds.
 GC0705
 GC0705.The orthometric height was determined by differential leveling
 GC0705.and adjusted by the National Geodetic Survey in June 1991..
 GC0705
 GC0705.The geoid height was determined by GEOID03.
 GC0705
 GC0705.The dynamic height is computed by dividing the NAVD 88
 GC0705.geopotential number by the normal gravity value computed on the
 GC0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0705.degrees latitude (g = 980.6199 gals.).
 GC0705
 GC0705.The modeled gravity was interpolated from observed gravity values.
 GC0705
 GC0705;                    North         East    Units  Estimated Accuracy
 GC0705;SPC TN       -   203,670.      545,820.      MT  (+/- 180 meters Scaled)
 GC0705
 GC0705                          SUPERSEDED SURVEY CONTROL
 GC0705
 GC0705  NGVD 29 (??/??/92)  176.981  (m)          580.65   (f) ADJ UNCH    2 0
 GC0705
 GC0705.Superseded values are not recommended for survey control.
 GC0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0705.See file dsdata.txt to determine how the superseded data were derived.
 GC0705
 GC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF357026(NAD 83)
 GC0705_MARKER: DR = REFERENCE MARK DISK
 GC0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0705_STAMPING: MILLS NO 1 1960
 GC0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0705+STABILITY: SURFACE MOTION
 GC0705
 GC0705  HISTORY     - Date     Condition        Report By
 GC0705  HISTORY     - 1960     MONUMENTED       CGS
 GC0705
 GC0705                          STATION DESCRIPTION
 GC0705
 GC0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0705'8.1 MI SW FROM MOUNT JULIET.
 GC0705'THIS MARK IS LOCATED AT THE MILLS 1960 STATION SITE, 86.5 FT.
 GC0705'NORTHEAST OF THE STATION MARK, 19 FT. EAST OF THE CENTER OF MILLS
 GC0705'ROAD, AND JUST WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GC0705'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0704 ***********************************************************************
 GC0704  DESIGNATION -  MILLS RM 2
 GC0704  PID         -  GC0704
 GC0704  STATE/COUNTY-  TN/DAVIDSON
 GC0704  USGS QUAD   -  HERMITAGE (1983)
 GC0704
 GC0704                         *CURRENT SURVEY CONTROL
 GC0704  ___________________________________________________________________
 GC0704* NAD 83(1986)-  36 10 03.     (N)    086 36 08.     (W)     SCALED    
 GC0704* NAVD 88     -       179.416  (meters)     588.63   (feet)  ADJUSTED  
 GC0704  ___________________________________________________________________
 GC0704  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0704  DYNAMIC HT  -         179.265 (meters)     588.14  (feet)  COMP
 GC0704  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GC0704
 GC0704  VERT ORDER  -  SECOND    CLASS 0
 GC0704
 GC0704.The horizontal coordinates were scaled from a topographic map and have
 GC0704.an estimated accuracy of +/- 6 seconds.
 GC0704
 GC0704.The orthometric height was determined by differential leveling
 GC0704.and adjusted by the National Geodetic Survey in June 1991..
 GC0704
 GC0704.The geoid height was determined by GEOID03.
 GC0704
 GC0704.The dynamic height is computed by dividing the NAVD 88
 GC0704.geopotential number by the normal gravity value computed on the
 GC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0704.degrees latitude (g = 980.6199 gals.).
 GC0704
 GC0704.The modeled gravity was interpolated from observed gravity values.
 GC0704
 GC0704;                    North         East    Units  Estimated Accuracy
 GC0704;SPC TN       -   203,670.      545,820.      MT  (+/- 180 meters Scaled)
 GC0704
 GC0704                          SUPERSEDED SURVEY CONTROL
 GC0704
 GC0704  NGVD 29 (??/??/92)  179.453  (m)          588.76   (f) ADJ UNCH    2 0
 GC0704
 GC0704.Superseded values are not recommended for survey control.
 GC0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0704.See file dsdata.txt to determine how the superseded data were derived.
 GC0704
 GC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF357026(NAD 83)
 GC0704_MARKER: DR = REFERENCE MARK DISK
 GC0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0704_STAMPING: MILLS NO 2 1960
 GC0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0704+STABILITY: SURFACE MOTION
 GC0704
 GC0704  HISTORY     - Date     Condition        Report By
 GC0704  HISTORY     - 1960     MONUMENTED       CGS
 GC0704
 GC0704                          STATION DESCRIPTION
 GC0704
 GC0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0704'8.1 MI SW FROM MOUNT JULIET.
 GC0704'THIS MARK IS LOCATED AT THE MILLS 1960 STATION SITE, 89.1 FT.
 GC0704'SOUTHEAST OF THE STATION MARK, 14 FT. EAST OF THE CENTER OF
 GC0704'MILLS ROAD, 0.9 FT. WEST OF A FENCE CORNER POST, AND ABOUT 1 FT.
 GC0704'HIGHER THAN THE STATION MARK.  THE DISK IS SET IN TOP OF A
 GC0704'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1655 ***********************************************************************
 GD1655  DESIGNATION -  MILLSFIELD
 GD1655  PID         -  GD1655
 GD1655  STATE/COUNTY-  TN/DYER
 GD1655  USGS QUAD   -  MISTON (1983)
 GD1655
 GD1655                         *CURRENT SURVEY CONTROL
 GD1655  ___________________________________________________________________
 GD1655* NAD 83(1995)-  36 08 35.01035(N)    089 22 57.90434(W)     ADJUSTED  
 GD1655* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 GD1655  ___________________________________________________________________
 GD1655  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1655  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1655
 GD1655  HORZ ORDER  -  SECOND
 GD1655
 GD1655.The horizontal coordinates were established by classical geodetic methods
 GD1655.and adjusted by the National Geodetic Survey in April 1999..
 GD1655
 GD1655.The orthometric height was scaled from a topographic map.
 GD1655
 GD1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1655
 GD1655.The geoid height was determined by GEOID03.
 GD1655
 GD1655;                    North         East     Units Scale Factor Converg.
 GD1655;SPC TN       -   206,049.420   295,622.401   MT  0.99996290   -1 58 49.4
 GD1655;SPC TN       -   676,013.81    969,887.83   sFT  0.99996290   -1 58 49.4
 GD1655;UTM  16      - 4,002,445.985   285,617.864   MT  1.00016632   -1 24 21.2
 GD1655
 GD1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1655!SPC TN       -   0.99997979  x   0.99996290  =   0.99994269
 GD1655!UTM  16      -   0.99997979  x   1.00016632  =   1.00014610
 GD1655
 GD1655|---------------------------------------------------------------------|
 GD1655| PID    Reference Object                     Distance      Geod. Az  |
 GD1655|                                                           dddmmss.s |
 GD1655| GD2056 MILLSFIELD RM 1                      21.818 METERS 20900     |
 GD1655| GD2057 MILLSFIELD RM 2                      24.986 METERS 27657     |
 GD1655| GD2058 MILLSFIELD AZ MK                                   3343141.5 |
 GD1655|---------------------------------------------------------------------|
 GD1655
 GD1655                          SUPERSEDED SURVEY CONTROL
 GD1655
 GD1655  NAD 83(1995)-  36 08 35.01393(N)    089 22 57.90468(W) AD(       ) 2
 GD1655  NAD 83(1995)-  36 08 35.01418(N)    089 22 57.90453(W) AD(       ) 2
 GD1655  NAD 83(1986)-  36 08 35.02179(N)    089 22 57.90409(W) AD(       ) 2
 GD1655  NAD 27      -  36 08 34.77110(N)    089 22 57.64540(W) AD(       ) 2
 GD1655
 GD1655.Superseded values are not recommended for survey control.
 GD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1655.See file dsdata.txt to determine how the superseded data were derived.
 GD1655
 GD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8561802446(NAD 83)
 GD1655_MARKER: DS = TRIANGULATION STATION DISK
 GD1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1655
 GD1655  HISTORY     - Date     Condition        Report By
 GD1655  HISTORY     - 1959     MONUMENTED       CGS
 GD1655  HISTORY     - 1967     GOOD             CGS
 GD1655
 GD1655                          STATION DESCRIPTION
 GD1655
 GD1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1655'THE STATION IS ABOUT 7-1/2 MILES WEST-NORTHWEST OF NEWBERN, ABOUT 7
 GD1655'MILES NORTH OF DYERSBURG, IN THE VILLAGE OF MILLSFIELD, ABOUT 0.3
 GD1655'MILE NORTH OF THE MILLSFIELD SCHOOL AND ON THE PROPERTY OF MR.
 GD1655'CHARLEY PRICE.  IT IS 115 FEET WEST OF THE CENTERLINE OF A
 GD1655'CONCRETE ROAD, 84 FEET EAST OF A FENCE CORNER, 78 FEET NORTHEAST OF
 GD1655'THE NORTHWEST CORNER OF A FRAME HOUSE, 4 FEET SOUTHWEST OF A
 GD1655'WHITE WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 GD1655'IS FLUSH AND THE DISK IS STAMPED MILLSFIELD 1959.
 GD1655'
 GD1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND U.S.
 GD1655'HIGHWAY 51 BYPASS, IN THE NORTH EDGE OF DYERSBURG, GO WESTERLY ON
 GD1655'HIGHWAY 51 BYPASS FOR 0.9 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 GD1655'NORTH ON A CONCRETE ROAD FOR 5.9 MILES TO THE HOME OF MR. CHARLEY
 GD1655'PRICE ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1655'
 GD1655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE CONCRETE
 GD1655'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST
 GD1655'ON A GRAVELED ROAD FOR 0.3 MILE TO THE HOME OF MR. DE WITT OZMENT ON
 GD1655'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1655'
 GD1655'REFERENCE MARK 1 IS 10 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 GD1655'HOUSE AND 4 FEET NORTH OF THE NORTH SIDE OF THE HOUSE.  THE MONUMENT
 GD1655'IS FLUSH AND THE DISK IS STAMPED MILLSFIELD NO 1 1959.
 GD1655'
 GD1655'REFERENCE MARK 2 IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1655'HOUSE AND 3 FEET SOUTHEAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH
 GD1655'AND THE DISK IS STAMPED MILLSFIELD NO 2 1959.
 GD1655'
 GD1655'THE AZIMUTH MARK IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD1655'FRAME HOUSE, 18 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 1
 GD1655'FOOT EAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1655'STAMPED MILLSFIELD 1959.
 GD1655'
 GD1655'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1655
 GD1655                          STATION RECOVERY (1967)
 GD1655
 GD1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1655'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1655'CONDITION.
 GD1655'
 GD1655'DUE TO CHANGES IN THE STATION AREA, THE ORIGINAL DESCRIPTION IS NO
 GD1655'LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1655'DESCRIPTION.
 GD1655'
 GD1655'THE STATION IS LOCATED ON THE PROPERTY OF MR. CHARLIE PRICE ABOUT 7.5
 GD1655'MILES WEST-NORTHWEST OF NEWBERN, 7 MILES NORTH OF DYERSBURG, 0.3
 GD1655'MILE NORTH OF THE MILLSFIELD SCHOOL IN THE SMALL COMMUNITY OF
 GD1655'MILLSFIELD.
 GD1655'
 GD1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND U.S.
 GD1655'HIGHWAY 51 BYPASS AT THE NORTH EDGE OF DYERSBURG, GO WESTERLY ON
 GD1655'U.S.  HIGHWAY 51 BYPASS FOR 0.9 MILE TO A CROSSROAD.  HERE TURN RIGHT
 GD1655'AND GO NORTH ON A PAVED ROAD FOR 5.9 MILES TO THE HOME OF MR.
 GD1655'CHARLEY PRICE ON THE LEFT IN THE SMALL COMMUNITY OF MILLSFIELD
 GD1655'AND THE STATION AS DESCRIBED.
 GD1655'
 GD1655'THE STATION IS 115 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED
 GD1655'ROAD, 78 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 50
 GD1655'FEET WEST OF A POWERLINE TRANSFORMER POLE, 24 FEET WEST-NORTHWEST
 GD1655'OF A 10-INCH MIMOSA TREE, AND 0.7 OF A FOOT EAST OF A METAL WITNESS
 GD1655'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1655'11-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1655'MILLSFIELD 1959.
 GD1655'
 GD1655'REFERENCE MARK NO. 1 IS 10 FEET NORTHEAST OF THE NORTHWEST CORNER
 GD1655'OF THE FRAME HOUSE AND 4 FEET NORTH OF THE NORTH SIDE OF THE HOUSE.
 GD1655'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH,
 GD1655'CONCRETE MONUMENT AND THE DISK IS STAMPED MILLSFIELD NO 1 1959.
 GD1655'
 GD1655'REFERENCE MARK NO. 2 IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GD1655'THE FRAME HOUSE AND 8 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 GD1655'SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1655'THE DISK IS STAMPED MILLSFIELD NO 2 1959.
 GD1655'
 GD1655'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1655'REFERENCE MARK NO. 2 IS 86.24 FEET - 26.286 METERS.
 GD1655'
 GD1655'THE AZIMUTH MARK IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD1655'FRAME HOUSE, 18 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1655'ROAD, 1 FOOT EAST OF A FENCE CORNER POST, AND 0.8 OF A FOOT EAST OF
 GD1655'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1655'OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 GD1655'THE DISK IS STAMPED MILLSFIELD 1959.
 GD1655'
 GD1655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A PAVED ROAD
 GD1655'FOR 0.1 MILE TO A GRAVELED SIDE ROAD LEFT, HERE TURN LEFT AND GO
 GD1655'NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.3 MILE TO A FARM HOME ON
 GD1655'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1655'
 GD1655'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2649 ***********************************************************************
 FB2649  DESIGNATION -  MILLSTONE GAP LOT
 FB2649  PID         -  FB2649
 FB2649  STATE/COUNTY-  TN/BLOUNT
 FB2649  USGS QUAD   -  WILDWOOD (1988)
 FB2649
 FB2649                         *CURRENT SURVEY CONTROL
 FB2649  ___________________________________________________________________
 FB2649* NAD 83(1995)-  35 45 54.22708(N)    083 45 30.96811(W)     ADJUSTED  
 FB2649* NAVD 88     -       868.8    (meters)    2850.     (feet)  VERTCON   
 FB2649  ___________________________________________________________________
 FB2649  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 FB2649  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB2649
 FB2649  HORZ ORDER  -  THIRD
 FB2649
 FB2649.The horizontal coordinates were established by classical geodetic methods
 FB2649.and adjusted by the National Geodetic Survey in April 1999..
 FB2649
 FB2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2649
 FB2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2649
 FB2649.The geoid height was determined by GEOID03.
 FB2649
 FB2649;                    North         East     Units Scale Factor Converg.
 FB2649;SPC TN       -   161,169.721   802,662.369   MT  0.99994912   +1 18 43.9
 FB2649;SPC TN       -   528,770.99  2,633,401.46   sFT  0.99994912   +1 18 43.9
 FB2649;UTM  17      - 3,961,401.556   250,607.615   MT  1.00036649   -1 36 47.3
 FB2649
 FB2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2649!SPC TN       -   0.99986838  x   0.99994912  =   0.99981751
 FB2649!UTM  17      -   0.99986838  x   1.00036649  =   1.00023483
 FB2649
 FB2649                          SUPERSEDED SURVEY CONTROL
 FB2649
 FB2649  NAD 83(1995)-  35 45 54.23101(N)    083 45 30.97626(W) AD(       ) 4
 FB2649  NAD 83(1986)-  35 45 54.22340(N)    083 45 30.97091(W) AD(       ) 4
 FB2649  NAD 27      -  35 45 53.88487(N)    083 45 31.35519(W) AD(       ) 3
 FB2649  NGVD 29 (07/19/86)  868.9    (m)         2851.     (f) VERT ANG       
 FB2649
 FB2649.Superseded values are not recommended for survey control.
 FB2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2649.See file dsdata.txt to determine how the superseded data were derived.
 FB2649
 FB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5060861402(NAD 83)
 FB2649_MARKER: 57 = LOOKOUT TOWER
 FB2649
 FB2649  HISTORY     - Date     Condition        Report By
 FB2649  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2649  HISTORY     - 20030622 POOR             GEOCAC
 FB2649
 FB2649                          STATION DESCRIPTION
 FB2649
 FB2649'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2649'WALLAND, 0.2 MI N. OF POST OFFICE, ALONG STATE HIGHWAY 73 TO T-RD.
 FB2649'NE., TURN NE. RIGHT FOR 0.3 MI TO T-RD. N., TURN N. LEFT FOR 2.7
 FB2649'MI TO T-RD. NE., TURN NE. LEFT ON STATE FOREST SERVICE ROAD FOR 2.6
 FB2649'MI TO TOP, 48 FT STEEL TOWER DESIGNATED---MILLSTONE GAP LOOKOUT
 FB2649'TOWER---.
 FB2649
 FB2649                          STATION RECOVERY (2003)
 FB2649
 FB2649'RECOVERY NOTE BY GEOCACHING 2003 (KDJ)
 FB2649'CAP REMOVED, BUT PIN IS STILL IN PLACE.  TOWER IN GOOD CONDITION AND
 FB2649'MARK'S LOCATION APPARENT IN CONCRETE OF SOUTHEASTERN CORNER OF TOWER'S
 FB2649'PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0303 ***********************************************************************
 GC0303  DESIGNATION -  MINCE
 GC0303  PID         -  GC0303
 GC0303  STATE/COUNTY-  TN/SUMNER
 GC0303  USGS QUAD   -  BETHPAGE (1994)
 GC0303
 GC0303                         *CURRENT SURVEY CONTROL
 GC0303  ___________________________________________________________________
 GC0303* NAD 83(1986)-  36 29 09.     (N)    086 16 15.     (W)     SCALED    
 GC0303* NAVD 88     -       191.391  (meters)     627.92   (feet)  ADJUSTED  
 GC0303  ___________________________________________________________________
 GC0303  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0303  DYNAMIC HT  -         191.237 (meters)     627.42  (feet)  COMP
 GC0303  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GC0303
 GC0303  VERT ORDER  -  SECOND    CLASS 0
 GC0303
 GC0303.The horizontal coordinates were scaled from a topographic map and have
 GC0303.an estimated accuracy of +/- 6 seconds.
 GC0303
 GC0303.The orthometric height was determined by differential leveling
 GC0303.and adjusted by the National Geodetic Survey in June 1991..
 GC0303
 GC0303.The geoid height was determined by GEOID03.
 GC0303
 GC0303.The dynamic height is computed by dividing the NAVD 88
 GC0303.geopotential number by the normal gravity value computed on the
 GC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0303.degrees latitude (g = 980.6199 gals.).
 GC0303
 GC0303.The modeled gravity was interpolated from observed gravity values.
 GC0303
 GC0303;                    North         East    Units  Estimated Accuracy
 GC0303;SPC TN       -   238,860.      575,730.      MT  (+/- 180 meters Scaled)
 GC0303
 GC0303                          SUPERSEDED SURVEY CONTROL
 GC0303
 GC0303  NGVD 29 (??/??/??)  191.50   (m)          628.3    (f) RESET       3  
 GC0303
 GC0303.Superseded values are not recommended for survey control.
 GC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0303.See file dsdata.txt to determine how the superseded data were derived.
 GC0303
 GC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653380(NAD 83)
 GC0303_MARKER: DD = SURVEY DISK
 GC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0303_STAMPING: MINCE 1961
 GC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0303+STABILITY: SURFACE MOTION
 GC0303
 GC0303  HISTORY     - Date     Condition        Report By
 GC0303  HISTORY     - 1961     MONUMENTED       TNHD
 GC0303
 GC0303                          STATION DESCRIPTION
 GC0303
 GC0303'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0303'1 MI SE FROM BRANSFORD.
 GC0303'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0303'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 1.15 MILES TO
 GC0303'THE STATION ON THE LEFT.  THE MARK IS LOCATED 33 FEET SOUTH OF
 GC0303'THE CENTERLINE OF A DRIVEWAY, 32 FEET NORTHEAST OF THE CENTERLINE
 GC0303'OF STATE ROUTE 10-A, 7 FEET WEST OF A POWER POLE, AND 2 FEET WEST
 GC0303'OF A WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0303'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2172 ***********************************************************************
 GC2172  DESIGNATION -  MINCE
 GC2172  PID         -  GC2172
 GC2172  STATE/COUNTY-  TN/SUMNER
 GC2172  USGS QUAD   -  BETHPAGE (1994)
 GC2172
 GC2172                         *CURRENT SURVEY CONTROL
 GC2172  ___________________________________________________________________
 GC2172* NAD 83(1995)-  36 29 09.54926(N)    086 16 14.99081(W)     ADJUSTED  
 GC2172* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 GC2172  ___________________________________________________________________
 GC2172  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GC2172  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2172
 GC2172  HORZ ORDER  -  SECOND
 GC2172
 GC2172.The horizontal coordinates were established by classical geodetic methods
 GC2172.and adjusted by the National Geodetic Survey in April 1999..
 GC2172
 GC2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2172
 GC2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2172
 GC2172.The geoid height was determined by GEOID03.
 GC2172
 GC2172;                    North         East     Units Scale Factor Converg.
 GC2172;SPC TN       -   238,874.476   575,731.315   MT  1.00001303   -0 09 30.8
 GC2172;SPC TN       -   783,707.34  1,888,878.49   sFT  1.00001303   -0 09 30.8
 GC2172;UTM  16      - 4,038,100.721   565,313.229   MT  0.99965256   +0 26 01.0
 GC2172
 GC2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2172!SPC TN       -   0.99997461  x   1.00001303  =   0.99998764
 GC2172!UTM  16      -   0.99997461  x   0.99965256  =   0.99962718
 GC2172
 GC2172|---------------------------------------------------------------------|
 GC2172| PID    Reference Object                     Distance      Geod. Az  |
 GC2172|                                                           dddmmss.s |
 GC2172| GC0304 MINCE RM 1                           19.748 METERS 17117     |
 GC2172| GC0301 MINCE AZ MK                                        3395459.3 |
 GC2172| GC0302 MINCE RM 2                           24.565 METERS 35807     |
 GC2172|---------------------------------------------------------------------|
 GC2172
 GC2172                          SUPERSEDED SURVEY CONTROL
 GC2172
 GC2172  NAD 83(1995)-  36 29 09.54996(N)    086 16 14.99172(W) AD(       ) 2
 GC2172  NAD 83(1995)-  36 29 09.55744(N)    086 16 14.99424(W) AD(       ) 2
 GC2172  NAD 83(1986)-  36 29 09.55921(N)    086 16 14.99422(W) AD(       ) 2
 GC2172  NAD 27      -  36 29 09.40220(N)    086 16 15.03270(W) AD(       ) 2
 GC2172  NGVD 29 (07/19/86)  191.3    (m)          628.     (f) VERT ANG       
 GC2172
 GC2172.Superseded values are not recommended for survey control.
 GC2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2172.See file dsdata.txt to determine how the superseded data were derived.
 GC2172
 GC2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6531338101(NAD 83)
 GC2172_MARKER: DD = SURVEY DISK
 GC2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2172
 GC2172  HISTORY     - Date     Condition        Report By
 GC2172  HISTORY     - 1961     MONUMENTED       TNHD
 GC2172
 GC2172                          STATION DESCRIPTION
 GC2172
 GC2172'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2172'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF BRANSFORD.
 GC2172'
 GC2172'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2172'ROUTE 10-A AT BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 1.15
 GC2172'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2172'
 GC2172'THE STATION IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 GC2172'32 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 10-A,
 GC2172'7 FEET WEST OF A POWER POLE, AND 2 FEET WEST OF A WITNESS POST.  THE
 GC2172'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2172'DEPARTMENT DISKS, STAMPED MINCE 1961.  THE UNDERGROUND MARK IS ABOUT
 GC2172'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC2172'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2172'
 GC2172'REFERENCE MARK NO. 1 IS 32 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2172'OF STATE ROUTE 10-A.  THE MARK IS A STANDARD TENNESSEE
 GC2172'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2172'MONUMENT, AND THE DISK IS STAMPED MINCE RM-1 1961.
 GC2172'
 GC2172'REFERENCE MARK NO. 2 IS 43 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2172'STATE ROUTE 10-A, 18 FEET NORTH OF A POWER POLE AND 7 FEET WEST OF A
 GC2172'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC2172'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2172'STAMPED MINCE RM-2 1961.
 GC2172'
 GC2172'THE AZIMUTH MARK IS IN A BRIDGE ABUTMENT AND 20 FEET NORTHEAST OF
 GC2172'APPROXIMATE CENTER OF STATE ROUTE 10-A.  THE MARK IS A STANDARD
 GC2172'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE FLUSH
 GC2172'WITH THE TOP OF THE ABUTMENT, AND THE DISK IS STAMPED MINCE AZI
 GC2172'1961.
 GC2172'
 GC2172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE
 GC2172'ROUTE 10-A FOR 0.35 MILE TO A BRIDGE AND THE MARK ON THE RIGHT AS
 GC2172'DESCRIBED.
 GC2172'
 GC2172'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0301 ***********************************************************************
 GC0301  DESIGNATION -  MINCE AZ MK
 GC0301  PID         -  GC0301
 GC0301  STATE/COUNTY-  TN/SUMNER
 GC0301  USGS QUAD   -  BETHPAGE (1994)
 GC0301
 GC0301                         *CURRENT SURVEY CONTROL
 GC0301  ___________________________________________________________________
 GC0301* NAD 83(1986)-  36 29 26.     (N)    086 16 22.     (W)     SCALED    
 GC0301* NAVD 88     -       184.269  (meters)     604.56   (feet)  ADJUSTED  
 GC0301  ___________________________________________________________________
 GC0301  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0301  DYNAMIC HT  -         184.121 (meters)     604.07  (feet)  COMP
 GC0301  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GC0301
 GC0301  VERT ORDER  -  SECOND    CLASS 0
 GC0301
 GC0301.The horizontal coordinates were scaled from a topographic map and have
 GC0301.an estimated accuracy of +/- 6 seconds.
 GC0301
 GC0301.The orthometric height was determined by differential leveling
 GC0301.and adjusted by the National Geodetic Survey in June 1991..
 GC0301
 GC0301.The geoid height was determined by GEOID03.
 GC0301
 GC0301.The dynamic height is computed by dividing the NAVD 88
 GC0301.geopotential number by the normal gravity value computed on the
 GC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0301.degrees latitude (g = 980.6199 gals.).
 GC0301
 GC0301.The modeled gravity was interpolated from observed gravity values.
 GC0301
 GC0301;                    North         East    Units  Estimated Accuracy
 GC0301;SPC TN       -   239,380.      575,560.      MT  (+/- 180 meters Scaled)
 GC0301
 GC0301                          SUPERSEDED SURVEY CONTROL
 GC0301
 GC0301  NGVD 29 (??/??/??)  184.38   (m)          604.9    (f) RESET       3  
 GC0301
 GC0301.Superseded values are not recommended for survey control.
 GC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0301.See file dsdata.txt to determine how the superseded data were derived.
 GC0301
 GC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF651386(NAD 83)
 GC0301_MARKER: DD = SURVEY DISK
 GC0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0301_SP_SET: BRIDGE
 GC0301_STAMPING: MINCE AZI 1961
 GC0301_MARK LOGO: TNHD  
 GC0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0301
 GC0301  HISTORY     - Date     Condition        Report By
 GC0301  HISTORY     - 1961     MONUMENTED       TNHD
 GC0301
 GC0301                          STATION DESCRIPTION
 GC0301
 GC0301'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0301'0.7 MI SE FROM BRANSFORD.
 GC0301'FROM THE JUNCTION STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0301'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 0.65 MILE TO A
 GC0301'BRIDGE ON THE LEFT.  THE MARK IS LOCATED 20 FEET NORTHEAST OF
 GC0301'THE CENTERLINE OF STATE ROUTE 10-A AND IS CEMENTED IN A DRILLED
 GC0301'HOLE IN THE TOP OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0304 ***********************************************************************
 GC0304  DESIGNATION -  MINCE RM 1
 GC0304  PID         -  GC0304
 GC0304  STATE/COUNTY-  TN/SUMNER
 GC0304  USGS QUAD   -  BETHPAGE (1994)
 GC0304
 GC0304                         *CURRENT SURVEY CONTROL
 GC0304  ___________________________________________________________________
 GC0304* NAD 83(1986)-  36 29 09.     (N)    086 16 15.     (W)     SCALED    
 GC0304* NAVD 88     -       191.523  (meters)     628.36   (feet)  ADJUSTED  
 GC0304  ___________________________________________________________________
 GC0304  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0304  DYNAMIC HT  -         191.369 (meters)     627.85  (feet)  COMP
 GC0304  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GC0304
 GC0304  VERT ORDER  -  SECOND    CLASS 0
 GC0304
 GC0304.The horizontal coordinates were scaled from a topographic map and have
 GC0304.an estimated accuracy of +/- 6 seconds.
 GC0304
 GC0304.The orthometric height was determined by differential leveling
 GC0304.and adjusted by the National Geodetic Survey in June 1991..
 GC0304
 GC0304.The geoid height was determined by GEOID03.
 GC0304
 GC0304.The dynamic height is computed by dividing the NAVD 88
 GC0304.geopotential number by the normal gravity value computed on the
 GC0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0304.degrees latitude (g = 980.6199 gals.).
 GC0304
 GC0304.The modeled gravity was interpolated from observed gravity values.
 GC0304
 GC0304;                    North         East    Units  Estimated Accuracy
 GC0304;SPC TN       -   238,860.      575,730.      MT  (+/- 180 meters Scaled)
 GC0304
 GC0304                          SUPERSEDED SURVEY CONTROL
 GC0304
 GC0304  NGVD 29 (??/??/92)  191.599  (m)          628.60   (f) ADJ UNCH    2 0
 GC0304
 GC0304.Superseded values are not recommended for survey control.
 GC0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0304.See file dsdata.txt to determine how the superseded data were derived.
 GC0304
 GC0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653380(NAD 83)
 GC0304_MARKER: DD = SURVEY DISK
 GC0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0304_STAMPING: MINCE RM-1 1961
 GC0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0304+STABILITY: SURFACE MOTION
 GC0304
 GC0304  HISTORY     - Date     Condition        Report By
 GC0304  HISTORY     - 1961     MONUMENTED       TNHD
 GC0304
 GC0304                          STATION DESCRIPTION
 GC0304
 GC0304'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0304'1 MI SE FROM BRANSFORD.
 GC0304'THIS MARK IS LOCATED AT THE MINCE 1961 STATION SITE, 32 FEET
 GC0304'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 10-A, AND 64.8 FEET
 GC0304'SOUTH OF THE STATION.  THE MARK IS SET IN TOP OF A 10-INCH
 GC0304'SQUARE, CONCRETE POST FLUSH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0302 ***********************************************************************
 GC0302  DESIGNATION -  MINCE RM 2
 GC0302  PID         -  GC0302
 GC0302  STATE/COUNTY-  TN/SUMNER
 GC0302  USGS QUAD   -  BETHPAGE (1994)
 GC0302
 GC0302                         *CURRENT SURVEY CONTROL
 GC0302  ___________________________________________________________________
 GC0302* NAD 83(1986)-  36 29 10.     (N)    086 16 15.     (W)     SCALED    
 GC0302* NAVD 88     -       190.201  (meters)     624.02   (feet)  ADJUSTED  
 GC0302  ___________________________________________________________________
 GC0302  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0302  DYNAMIC HT  -         190.048 (meters)     623.52  (feet)  COMP
 GC0302  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GC0302
 GC0302  VERT ORDER  -  SECOND    CLASS 0
 GC0302
 GC0302.The horizontal coordinates were scaled from a topographic map and have
 GC0302.an estimated accuracy of +/- 6 seconds.
 GC0302
 GC0302.The orthometric height was determined by differential leveling
 GC0302.and adjusted by the National Geodetic Survey in June 1991..
 GC0302
 GC0302.The geoid height was determined by GEOID03.
 GC0302
 GC0302.The dynamic height is computed by dividing the NAVD 88
 GC0302.geopotential number by the normal gravity value computed on the
 GC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0302.degrees latitude (g = 980.6199 gals.).
 GC0302
 GC0302.The modeled gravity was interpolated from observed gravity values.
 GC0302
 GC0302;                    North         East    Units  Estimated Accuracy
 GC0302;SPC TN       -   238,890.      575,730.      MT  (+/- 180 meters Scaled)
 GC0302
 GC0302                          SUPERSEDED SURVEY CONTROL
 GC0302
 GC0302  NGVD 29 (??/??/92)  190.277  (m)          624.27   (f) ADJ UNCH    2 0
 GC0302
 GC0302.Superseded values are not recommended for survey control.
 GC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0302.See file dsdata.txt to determine how the superseded data were derived.
 GC0302
 GC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653381(NAD 83)
 GC0302_MARKER: DD = SURVEY DISK
 GC0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0302_STAMPING: MINCE RM-2 1961
 GC0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0302+STABILITY: SURFACE MOTION
 GC0302
 GC0302  HISTORY     - Date     Condition        Report By
 GC0302  HISTORY     - 1961     MONUMENTED       TNHD
 GC0302
 GC0302                          STATION DESCRIPTION
 GC0302
 GC0302'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0302'1 MI SE FROM BRANSFORD.
 GC0302'THIS MARK IS LOCATED AT THE MINCE 1961 STATION SITE, 43 FEET
 GC0302'EAST OF THE CENTERLINE OF STATE ROUTE 10-A, 18 FEET NORTH OF A
 GC0302'POWER POLE, 7 FEET WEST OF A FENCE AND 80.6 FEET NORTH OF THE
 GC0302'STATION.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0302'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1276 ***********************************************************************
 FC1276  DESIGNATION -  MISSIONARY
 FC1276  PID         -  FC1276
 FC1276  STATE/COUNTY-  TN/HAMILTON
 FC1276  USGS QUAD   -  CHATTANOOGA (1976)
 FC1276
 FC1276                         *CURRENT SURVEY CONTROL
 FC1276  ___________________________________________________________________
 FC1276* NAD 83(1995)-  35 00 46.38264(N)    085 16 03.70367(W)     ADJUSTED  
 FC1276* NAVD 88     -       343.884  (meters)    1128.23   (feet)  ADJUSTED  
 FC1276  ___________________________________________________________________
 FC1276  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FC1276  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1276  DYNAMIC HT  -         343.546 (meters)    1127.12  (feet)  COMP
 FC1276  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FC1276
 FC1276  HORZ ORDER  -  THIRD
 FC1276  VERT ORDER  -  SECOND    CLASS 0
 FC1276
 FC1276.The horizontal coordinates were established by classical geodetic methods
 FC1276.and adjusted by the National Geodetic Survey in April 1999..
 FC1276
 FC1276.The orthometric height was determined by differential leveling
 FC1276.and adjusted by the National Geodetic Survey in June 1991..
 FC1276
 FC1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1276
 FC1276.The geoid height was determined by GEOID03.
 FC1276
 FC1276.The dynamic height is computed by dividing the NAVD 88
 FC1276.geopotential number by the normal gravity value computed on the
 FC1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1276.degrees latitude (g = 980.6199 gals.).
 FC1276
 FC1276.The modeled gravity was interpolated from observed gravity values.
 FC1276
 FC1276;                    North         East     Units Scale Factor Converg.
 FC1276;SPC TN       -    75,647.651   666,842.999   MT  1.00005030   +0 25 43.4
 FC1276;SPC TN       -   248,187.33  2,187,800.74   sFT  1.00005030   +0 25 43.4
 FC1276;SPC GA W     -   556,407.292   599,512.772   MT  1.00002441   -0 37 54.4
 FC1276;SPC GA W     - 1,825,479.59  1,966,901.49   sFT  1.00002441   -0 37 54.4
 FC1276;UTM  16      - 3,875,843.058   658,059.170   MT  0.99990791   +0 59 38.9
 FC1276
 FC1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1276!SPC TN       -   0.99995069  x   1.00005030  =   1.00000099
 FC1276!SPC GA W     -   0.99995069  x   1.00002441  =   0.99997510
 FC1276!UTM  16      -   0.99995069  x   0.99990791  =   0.99985860
 FC1276
 FC1276|---------------------------------------------------------------------|
 FC1276| PID    Reference Object                     Distance      Geod. Az  |
 FC1276|                                                           dddmmss.s |
 FC1276| FC1275 MISSIONARY RM 2                      22.506 METERS 00156     |
 FC1276| FC1277 MISSIONARY RM 1                      24.904 METERS 18347     |
 FC1276| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX.11.1 KM 2415230.1 |
 FC1276| FC1280 MISSIONARY AZ MK                                   2922535.0 |
 FC1276|---------------------------------------------------------------------|
 FC1276
 FC1276                          SUPERSEDED SURVEY CONTROL
 FC1276
 FC1276  NAD 83(1995)-  35 00 46.38315(N)    085 16 03.70377(W) AD(       ) 3
 FC1276  NAD 83(1995)-  35 00 46.38297(N)    085 16 03.70653(W) AD(       ) 3
 FC1276  NAD 83(1995)-  35 00 46.38361(N)    085 16 03.70449(W) AD(       ) 3
 FC1276  NAD 83(1986)-  35 00 46.38384(N)    085 16 03.70401(W) AD(       ) 3
 FC1276  NAD 27      -  35 00 46.11500(N)    085 16 03.86100(W) AD(       ) 3
 FC1276  NGVD 29 (??/??/92)  343.897  (m)         1128.27   (f) ADJ UNCH    2 0
 FC1276
 FC1276.Superseded values are not recommended for survey control.
 FC1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1276.See file dsdata.txt to determine how the superseded data were derived.
 FC1276
 FC1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5805975843(NAD 83)
 FC1276_MARKER: DS = TRIANGULATION STATION DISK
 FC1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1276_STAMPING: MISSIONARY 1934
 FC1276_MARK LOGO: CGS   
 FC1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1276+STABILITY: SURFACE MOTION
 FC1276
 FC1276  HISTORY     - Date     Condition        Report By
 FC1276  HISTORY     - 1934     MONUMENTED       CGS
 FC1276  HISTORY     - 1962     GOOD             CGS
 FC1276  HISTORY     - 1962     GOOD             NGS
 FC1276  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1276
 FC1276                          STATION DESCRIPTION
 FC1276
 FC1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1276'IN CHATTANOOGA, ON MISSIONARY RIDGE, ON CITY WATER COMPANY PROPERTY,
 FC1276'50 FEET WEST OF LARGE STEEL STANDPIPE, 40 FEET EAST-SOUTHEAST OF
 FC1276'18-INCH OAK TREE, AND ABOUT 2 FEET NORTH OF SOUTH PROPERTY LINE.
 FC1276'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1276'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1276'REFERENCE DISKS IN CONCRETE. NO. 1 IS IN FRONT YARD
 FC1276'OF JOHN CUNIO, 6 FEET NORTHWEST OF HIS HOUSE, AND 81.80 FEET FROM
 FC1276'STATION. NO. 2 IS IN SAME LOT AS STATION
 FC1276'AND ON DOWN-HILL SLOPE FROM IT, ON CITY WATER COMPANY PROPERTY, AND
 FC1276'73.84 FEET FROM STATION. AZIMUTH MARK IS
 FC1276'DIAGONALLY ACROSS STREET FROM UNITED CHURCH OF GOD, 85 YARDS SOUTH
 FC1276'OF TWENTY-THIRD STREET, 14 FEET WEST OF CENTER LINE OF LYLERY STREET,
 FC1276'AND ABOUT 1.0 MILE FROM STATION.
 FC1276'SEC.
 FC1276
 FC1276                          STATION RECOVERY (1962)
 FC1276
 FC1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1276'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE
 FC1276'RECOVERED IN GOOD CONDITION. MR. CUNEO REQUESTED THAT THE STATION
 FC1276'MARK BE LOWERED. THE STATION MARK WAS LOWERED BY THIS PARTY AND THE
 FC1276'EXACT POSITION WAS HELD.
 FC1276'
 FC1276'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS.
 FC1276'
 FC1276'THE STATION IS LOCATED IN CHATTANOOGA ON MISSIONARY RIDGE ABOUT 1/4
 FC1276'MILE NORTH OF THE U.S. HIGHWAY 41 TUNNELS ON THE PROPERTY OF MR.
 FC1276'JOHN CUNEO.
 FC1276'
 FC1276'TO REACH THE STATION FROM THE EAST RIDGE POST OFFICE ON U.S. HIGHWAY
 FC1276'41, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 0.75 MILE TO A Y, THIS IS
 FC1276'OLD U.S. HIGHWAY 41 WHICH GOES OVER MISSIONARY RIDGE, KEEP RIGHT AND
 FC1276'GO 0.35 MILE TO THE TOP OF THE RIDGE AND JUNCTION OF SOUTH CREST
 FC1276'ROAD, TURN RIGHT AND GO 0.25 MILE TO A Y, KEEP RIGHT UP HILL FOR 0.15
 FC1276'MILE TO A STANDPIPE AND THE STATION ON THE LEFT.
 FC1276'
 FC1276'THE STATION IS 62 FEET WEST OF A LARGE STANDPIPE, 57 FEET EAST OF THE
 FC1276'APPROXIMATE CENTER OF SOUTH CREST ROAD AND 56 FEET NORTHWEST OF
 FC1276'THE NORTHWEST CORNER OF MR. CUNEOS HOUSE. THE MARK IS SET IN A
 FC1276'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED MISSIONARY
 FC1276'1934 1962.
 FC1276'
 FC1276'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC1276'MR. CUNEOS FRONT PORCH. THE MARK IS SET IN A SQUARE CONCRETE
 FC1276'MONUMENT, PROJECTING 10 INCHES, AND THE DISK IS STAMPED MISSIONARY NO
 FC1276'1 1934.
 FC1276'
 FC1276'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1276'SOUTH CREST ROAD. THE MARK IS SET IN A SQUARE CONCRETE MONUMENT,
 FC1276'PROJECTING 4 INCHES, AND THE DISK IS STAMPED MISSIONARY NO 2 1934.
 FC1276'
 FC1276'THE AZIMUTH MARK IS ABOUT 85 YARDS SOUTH OF 23RD. STREET, 35 FEET
 FC1276'WEST OF POWER POLE NO. C 8171, 29 FEET NORTHEAST OF THE NORTHEAST
 FC1276'CORNER OF HOUSE NO. 2317 AND 14 FEET WEST OF THE APPROXIMATE CENTER
 FC1276'OF SEVENTH AVENUE. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1276'MONUMENT, FLUSH, AND IS STAMPED MISSIONARY 1934.
 FC1276'
 FC1276'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF DODDS AVENUE AND 23RD.
 FC1276'STREET, GO WEST ON 23RD. STREET FOR 0.2 MILE TO SEVENTH AVENUE ON
 FC1276'THE LEFT, TURN LEFT ON SEVENTH AVENUE AND GO 0.05 MILE TO TO THE
 FC1276'AZIMUTH MARK ON THE RIGHT.
 FC1276
 FC1276                          STATION RECOVERY (1962)
 FC1276
 FC1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1276'IN CHATTANOOGA.
 FC1276'TO REACH THE STATION FROM THE JUNCTION OF DODDS AVENUE AND EAST
 FC1276'MAIN STREET GO EAST ON EAST MAIN STREET FOR 1.0 MILE TO THE TOP
 FC1276'OF MISSIONARY RIDGE, THENCE SOUTH ON CREST ROAD FOR 0.65 MILE TO
 FC1276'THE STATION SET IN THE LAWN OF MR. JOHN CUNEO, 65 FEET WEST OF
 FC1276'A LARGE WATER TANK, 57 FEET EAST OF THE CENTER OF CREST ROAD, 56
 FC1276'FEET NORTHWEST OF THE NORTHWEST CORNER OF JOHN CUNEOS HOUSE, A
 FC1276'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 FC1276'POST, FLUSH WITH THE GROUND.
 FC1276
 FC1276                          STATION RECOVERY (2004)
 FC1276
 FC1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1276'NEITHER MARK NOR CONCRETE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1280 ***********************************************************************
 FC1280  DESIGNATION -  MISSIONARY AZ MK
 FC1280  PID         -  FC1280
 FC1280  STATE/COUNTY-  TN/HAMILTON
 FC1280  USGS QUAD   -  CHATTANOOGA (1976)
 FC1280
 FC1280                         *CURRENT SURVEY CONTROL
 FC1280  ___________________________________________________________________
 FC1280* NAD 83(1986)-  35 00 59.     (N)    085 16 38.     (W)     SCALED    
 FC1280* NAVD 88     -       202.807  (meters)     665.38   (feet)  ADJUSTED  
 FC1280  ___________________________________________________________________
 FC1280  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1280  DYNAMIC HT  -         202.607 (meters)     664.72  (feet)  COMP
 FC1280  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 FC1280
 FC1280  VERT ORDER  -  SECOND    CLASS 0
 FC1280
 FC1280.The horizontal coordinates were scaled from a topographic map and have
 FC1280.an estimated accuracy of +/- 6 seconds.
 FC1280
 FC1280.The orthometric height was determined by differential leveling
 FC1280.and adjusted by the National Geodetic Survey in June 1991..
 FC1280
 FC1280.The geoid height was determined by GEOID03.
 FC1280
 FC1280.The dynamic height is computed by dividing the NAVD 88
 FC1280.geopotential number by the normal gravity value computed on the
 FC1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1280.degrees latitude (g = 980.6199 gals.).
 FC1280
 FC1280.The modeled gravity was interpolated from observed gravity values.
 FC1280
 FC1280;                    North         East    Units  Estimated Accuracy
 FC1280;SPC TN       -    76,030.      665,970.      MT  (+/- 180 meters Scaled)
 FC1280
 FC1280                          SUPERSEDED SURVEY CONTROL
 FC1280
 FC1280  NGVD 29 (??/??/92)  202.826  (m)          665.44   (f) ADJ UNCH    2 0
 FC1280
 FC1280.Superseded values are not recommended for survey control.
 FC1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1280.See file dsdata.txt to determine how the superseded data were derived.
 FC1280
 FC1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD571762(NAD 83)
 FC1280_MARKER: DZ = AZIMUTH MARK DISK
 FC1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1280_STAMPING: MISSIONARY 1934
 FC1280_MARK LOGO: CGS   
 FC1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1280+STABILITY: SURFACE MOTION
 FC1280
 FC1280  HISTORY     - Date     Condition        Report By
 FC1280  HISTORY     - 1934     MONUMENTED       CGS
 FC1280  HISTORY     - 1962     GOOD             NGS
 FC1280  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1280
 FC1280                          STATION DESCRIPTION
 FC1280
 FC1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1280'IN CHATTANOOGA.
 FC1280'TO REACH THE MARK FROM THE BRIDGE OVER BROAD STREET ON THE
 FC1280'INTERSTATE HIGHWAY GO SOUTHEAST ON THE INTERSTATE HIGHWAY FOR 0.95
 FC1280'MILE TO 23RD STREET, THENCE SOUTHEAST 1.5 MILES TO 7TH AVENUE,
 FC1280'THENCE SOUTH ON 7TH AVENUE FOR 250 FEET TO HOUSE 2317 AND THE
 FC1280'MARK ON THE RIGHT, 34.9 FEET WEST OF POWER LINE POLE 8171,
 FC1280'29 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE 2317, 14 FEET WEST
 FC1280'OF 7TH AVENUE.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 FC1280'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE
 FC1280'TOP OF THE ROAD.
 FC1280
 FC1280                          STATION RECOVERY (2004)
 FC1280
 FC1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1280'MARK NOT FOUND.  7TH AVENUE AND HOUSE 2317 NO LONGER EXIST BETWEEN
 FC1280'23RD AND 24TH STREETS, AS A FREEWAY HAS BEEN CONSTRUCTED RIGHT THROUGH
 FC1280'THAT LOCATION.  250 FEET SOUTH OF 23RD STREET IS UNDER THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1871 ***********************************************************************
 FC1871  DESIGNATION -  MISSIONARY RIDGE LGE STANDPIPE
 FC1871  PID         -  FC1871
 FC1871  STATE/COUNTY-  TN/HAMILTON
 FC1871  USGS QUAD   -  CHATTANOOGA (1976)
 FC1871
 FC1871                         *CURRENT SURVEY CONTROL
 FC1871  ___________________________________________________________________
 FC1871* NAD 83(1995)-  35 00 45.97263(N)    085 16 02.95699(W)     ADJUSTED  
 FC1871* NAVD 88     -                                                        
 FC1871  ___________________________________________________________________
 FC1871  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FC1871  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1871
 FC1871  HORZ ORDER  -  THIRD
 FC1871
 FC1871.The horizontal coordinates were established by classical geodetic methods
 FC1871.and adjusted by the National Geodetic Survey in April 1999..
 FC1871
 FC1871
 FC1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1871
 FC1871.The geoid height was determined by GEOID03.
 FC1871
 FC1871;                    North         East     Units Scale Factor Converg.
 FC1871;SPC TN       -    75,635.157   666,862.025   MT  1.00005033   +0 25 43.8
 FC1871;SPC TN       -   248,146.34  2,187,863.16   sFT  1.00005033   +0 25 43.8
 FC1871;SPC GA W     -   556,394.449   599,531.563   MT  1.00002436   -0 37 54.0
 FC1871;SPC GA W     - 1,825,437.45  1,966,963.14   sFT  1.00002436   -0 37 54.0
 FC1871;UTM  16      - 3,875,830.754   658,078.316   MT  0.99990798   +0 59 39.3
 FC1871
 FC1871                          SUPERSEDED SURVEY CONTROL
 FC1871
 FC1871  NAD 83(1995)-  35 00 45.97300(N)    085 16 02.95708(W) AD(       ) 4
 FC1871  NAD 83(1995)-  35 00 45.97323(N)    085 16 02.95976(W) AD(       ) 4
 FC1871  NAD 83(1995)-  35 00 45.97378(N)    085 16 02.95758(W) AD(       ) 4
 FC1871  NAD 83(1986)-  35 00 45.97440(N)    085 16 02.95637(W) AD(       ) 4
 FC1871  NAD 27      -  35 00 45.70900(N)    085 16 03.11400(W) AD(       ) 3
 FC1871
 FC1871.Superseded values are not recommended for survey control.
 FC1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1871.See file dsdata.txt to determine how the superseded data were derived.
 FC1871
 FC1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5807875831(NAD 83)
 FC1871_MARKER: 52 = STANDPIPE TANK
 FC1871
 FC1871  HISTORY     - Date     Condition        Report By
 FC1871  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1871  HISTORY     - 1957     GOOD             CGS
 FC1871  HISTORY     - 1958     GOOD             CGS
 FC1871
 FC1871                          STATION DESCRIPTION
 FC1871
 FC1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 FC1871'THE STATION IS THE TALL SILVER STANDPIPE ON TOP OF MISSIONARY RIDGE,
 FC1871'JUST EAST OF THE TUNNEL ON U.S. HIGHWAY 76.
 FC1871
 FC1871                          STATION RECOVERY (1958)
 FC1871
 FC1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1871'THE STATION WAS RECOVERED. THERE IS A RED OBSTRUCTION LIGHT ON THE
 FC1871'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1277 ***********************************************************************
 FC1277  DESIGNATION -  MISSIONARY RM 1
 FC1277  PID         -  FC1277
 FC1277  STATE/COUNTY-  TN/HAMILTON
 FC1277  USGS QUAD   -  CHATTANOOGA (1976)
 FC1277
 FC1277                         *CURRENT SURVEY CONTROL
 FC1277  ___________________________________________________________________
 FC1277* NAD 83(1986)-  35 00 46.     (N)    085 16 03.     (W)     SCALED    
 FC1277* NAVD 88     -       345.364  (meters)    1133.08   (feet)  ADJUSTED  
 FC1277  ___________________________________________________________________
 FC1277  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1277  DYNAMIC HT  -         345.025 (meters)    1131.97  (feet)  COMP
 FC1277  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FC1277
 FC1277  VERT ORDER  -  SECOND    CLASS 0
 FC1277
 FC1277.The horizontal coordinates were scaled from a topographic map and have
 FC1277.an estimated accuracy of +/- 6 seconds.
 FC1277
 FC1277.The orthometric height was determined by differential leveling
 FC1277.and adjusted by the National Geodetic Survey in June 1991..
 FC1277
 FC1277.The geoid height was determined by GEOID03.
 FC1277
 FC1277.The dynamic height is computed by dividing the NAVD 88
 FC1277.geopotential number by the normal gravity value computed on the
 FC1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1277.degrees latitude (g = 980.6199 gals.).
 FC1277
 FC1277.The modeled gravity was interpolated from observed gravity values.
 FC1277
 FC1277;                    North         East    Units  Estimated Accuracy
 FC1277;SPC TN       -    75,640.      666,860.      MT  (+/- 180 meters Scaled)
 FC1277
 FC1277                          SUPERSEDED SURVEY CONTROL
 FC1277
 FC1277  NGVD 29 (??/??/92)  345.378  (m)         1133.13   (f) ADJ UNCH    2 0
 FC1277
 FC1277.Superseded values are not recommended for survey control.
 FC1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1277.See file dsdata.txt to determine how the superseded data were derived.
 FC1277
 FC1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD580758(NAD 83)
 FC1277_MARKER: DR = REFERENCE MARK DISK
 FC1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1277_STAMPING: MISSIONARY 1934 NO 1
 FC1277_MARK LOGO: CGS   
 FC1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1277+STABILITY: SURFACE MOTION
 FC1277
 FC1277  HISTORY     - Date     Condition        Report By
 FC1277  HISTORY     - 1934     MONUMENTED       CGS
 FC1277  HISTORY     - 1962     GOOD             NGS
 FC1277  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1277  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1277
 FC1277                          STATION DESCRIPTION
 FC1277
 FC1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1277'IN CHATTANOOGA.
 FC1277'AT THE MISSIONARY STATION SITE-- 81.7 FEET SOUTH OF THE STATION,
 FC1277'8 FEET NORTHWEST OF NORTHWEST CORNER OF JOHN CUNEOS FRONT PORCH.
 FC1277'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1277'PROJECTING 6 INCHES.
 FC1277
 FC1277                          STATION RECOVERY (1983)
 FC1277
 FC1277'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1277'MARK NOT FOUND.
 FC1277
 FC1277                          STATION RECOVERY (2004)
 FC1277
 FC1277'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1277'NEITHER MARK NOR CONCRETE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1275 ***********************************************************************
 FC1275  DESIGNATION -  MISSIONARY RM 2
 FC1275  PID         -  FC1275
 FC1275  STATE/COUNTY-  TN/HAMILTON
 FC1275  USGS QUAD   -  CHATTANOOGA (1976)
 FC1275
 FC1275                         *CURRENT SURVEY CONTROL
 FC1275  ___________________________________________________________________
 FC1275* NAD 83(1986)-  35 00 46.     (N)    085 16 03.     (W)     SCALED    
 FC1275* NAVD 88     -       340.901  (meters)    1118.44   (feet)  ADJUSTED  
 FC1275  ___________________________________________________________________
 FC1275  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1275  DYNAMIC HT  -         340.566 (meters)    1117.34  (feet)  COMP
 FC1275  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FC1275
 FC1275  VERT ORDER  -  SECOND    CLASS 0
 FC1275
 FC1275.The horizontal coordinates were scaled from a topographic map and have
 FC1275.an estimated accuracy of +/- 6 seconds.
 FC1275
 FC1275.The orthometric height was determined by differential leveling
 FC1275.and adjusted by the National Geodetic Survey in June 1991..
 FC1275
 FC1275.The geoid height was determined by GEOID03.
 FC1275
 FC1275.The dynamic height is computed by dividing the NAVD 88
 FC1275.geopotential number by the normal gravity value computed on the
 FC1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1275.degrees latitude (g = 980.6199 gals.).
 FC1275
 FC1275.The modeled gravity was interpolated from observed gravity values.
 FC1275
 FC1275;                    North         East    Units  Estimated Accuracy
 FC1275;SPC TN       -    75,640.      666,860.      MT  (+/- 180 meters Scaled)
 FC1275
 FC1275                          SUPERSEDED SURVEY CONTROL
 FC1275
 FC1275  NGVD 29 (??/??/92)  340.914  (m)         1118.48   (f) ADJ UNCH    2 0
 FC1275
 FC1275.Superseded values are not recommended for survey control.
 FC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1275.See file dsdata.txt to determine how the superseded data were derived.
 FC1275
 FC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD580758(NAD 83)
 FC1275_MARKER: DR = REFERENCE MARK DISK
 FC1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1275_STAMPING: MISSIONARY NO 2 1934
 FC1275_MARK LOGO: CGS   
 FC1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1275+STABILITY: SURFACE MOTION
 FC1275
 FC1275  HISTORY     - Date     Condition        Report By
 FC1275  HISTORY     - 1934     MONUMENTED       CGS
 FC1275  HISTORY     - 1962     GOOD             NGS
 FC1275  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1275  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1275
 FC1275                          STATION DESCRIPTION
 FC1275
 FC1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1275'IN CHATTANOOGA.
 FC1275'AT THE MISSIONARY STATION SITE-- 73.8 FEET NORTH OF THE STATION,
 FC1275'45 FEET SOUTH OF BAXTER C. DAVISS MAIL BOX, 21 FEET WEST OF CENTER
 FC1275'OF CREST ROAD.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FC1275'OF A CONCRETE POST PROJECTING 6 INCHES.
 FC1275
 FC1275                          STATION RECOVERY (1983)
 FC1275
 FC1275'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1275'MARK NOT FOUND.
 FC1275
 FC1275                          STATION RECOVERY (2004)
 FC1275
 FC1275'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1275'NEITHER MARK NOR CONCRETE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1656 ***********************************************************************
 GD1656  DESIGNATION -  MISTON
 GD1656  PID         -  GD1656
 GD1656  STATE/COUNTY-  TN/DYER
 GD1656  USGS QUAD   -  MISTON (1983)
 GD1656
 GD1656                         *CURRENT SURVEY CONTROL
 GD1656  ___________________________________________________________________
 GD1656* NAD 83(1995)-  36 09 52.09860(N)    089 29 23.99437(W)     ADJUSTED  
 GD1656* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GD1656  ___________________________________________________________________
 GD1656  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1656  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1656
 GD1656  HORZ ORDER  -  THIRD
 GD1656
 GD1656.The horizontal coordinates were established by classical geodetic methods
 GD1656.and adjusted by the National Geodetic Survey in April 1999..
 GD1656
 GD1656.The orthometric height was scaled from a topographic map.
 GD1656
 GD1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1656
 GD1656.The geoid height was determined by GEOID03.
 GD1656
 GD1656;                    North         East     Units Scale Factor Converg.
 GD1656;SPC TN       -   208,762.728   286,061.108   MT  0.99996498   -2 02 35.5
 GD1656;SPC TN       -   684,915.72    938,518.82   sFT  0.99996498   -2 02 35.5
 GD1656;SPC MO E     -    37,213.005   340,871.382   MT  1.00003504   +0 35 45.8
 GD1656;UTM  16      - 4,005,063.991   276,027.688   MT  1.00021813   -1 28 11.9
 GD1656
 GD1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1656!SPC TN       -   0.99999125  x   0.99996498  =   0.99995623
 GD1656!SPC MO E     -   0.99999125  x   1.00003504  =   1.00002629
 GD1656!UTM  16      -   0.99999125  x   1.00021813  =   1.00020938
 GD1656
 GD1656|---------------------------------------------------------------------|
 GD1656| PID    Reference Object                     Distance      Geod. Az  |
 GD1656|                                                           dddmmss.s |
 GD1656| GD0757 A 40.17 2                            24.171 METERS 23034     |
 GD1656| CG4603 MISTON RM 1                          20.321 METERS 28633     |
 GD1656| GD0756 L 12                                 45.031 METERS 31817     |
 GD1656| CG4601 MISTON AZ MK                                       3430733.8 |
 GD1656|---------------------------------------------------------------------|
 GD1656
 GD1656                          SUPERSEDED SURVEY CONTROL
 GD1656
 GD1656  NAD 83(1995)-  36 09 52.10236(N)    089 29 23.99476(W) AD(       ) 3
 GD1656  NAD 83(1995)-  36 09 52.10240(N)    089 29 23.99474(W) AD(       ) 3
 GD1656  NAD 83(1986)-  36 09 52.11012(N)    089 29 23.99406(W) AD(       ) 3
 GD1656  NAD 27      -  36 09 51.85780(N)    089 29 23.72780(W) AD(       ) 3
 GD1656
 GD1656.Superseded values are not recommended for survey control.
 GD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1656.See file dsdata.txt to determine how the superseded data were derived.
 GD1656
 GD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7602805064(NAD 83)
 GD1656_MARKER: DS = TRIANGULATION STATION DISK
 GD1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1656
 GD1656  HISTORY     - Date     Condition        Report By
 GD1656  HISTORY     - 1959     MONUMENTED       CGS
 GD1656  HISTORY     - 1967     GOOD             CGS
 GD1656  HISTORY     - 1970     GOOD             NGS
 GD1656
 GD1656                          STATION DESCRIPTION
 GD1656
 GD1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1656'THE STATION IS ABOUT 10 MILES NORTHWEST OF DYERSBURG, AND 9 MILES
 GD1656'SOUTH OF THE TOWN OF RIDGELY IN THE VILLAGE OF MISTON ON THE
 GD1656'PROPERTY OF EDNA PERRY.  IT IS 89 FEET NORTHEAST OF THE NORTHWEST
 GD1656'CORNER OF A FRAME HOUSE, 48 FEET EAST OF A NORTH GATEPOST, 27 FEET
 GD1656'NORTHWEST OF THE SOUTHWEST CORNER OF A SHED, AND 12 FEET SOUTH OF
 GD1656'A FENCE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 GD1656'STAMPED MISTON 1959.
 GD1656'
 GD1656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 20 AT
 GD1656'THE WESTERN EDGE OF DYERSBURG, GO NORTHWEST ON HIGHWAY 78 FOR 1.45
 GD1656'MILES TO A PAVED CROSSROAD.  CONTINUE NORTHWEST ON HIGHWAY 78 FOR
 GD1656'7.75 MILES TO THE JUNCTION OF STATE HIGHWAY 103.  TURN LEFT AND GO
 GD1656'WEST ON STATE HIGHWAY 103 FOR 3.0 MILES TO THE VILLAGE OF MISTON.*
 GD1656'TURN LEFT AND GO SOUTH ALONG RAILROAD FOR 0.05 MILE TO THE STATION
 GD1656'ON THE LEFT.
 GD1656'
 GD1656'*TO REACH THE AZIMUTH MARK FROM THE ILLINOIS CENTRAL RAILROAD
 GD1656'CROSSING IN MISTON, GO NORTH ALONG THE WEST SIDE OF THE RAILROAD FOR
 GD1656'0.4 MILE TO A T-INTERSECTION AND THE AZIMUTH MARK STRAIGHT AHEAD.
 GD1656'
 GD1656'REFERENCE MARK 1 IS 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK
 GD1656'OF THE RAILROAD, 1 FOOT SOUTH OF A FENCE CORNER, AND 1 FOOT SOUTHEAST
 GD1656'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 GD1656'IS STAMPED MISTON NO 1 1959.
 GD1656'
 GD1656'BENCH MARK L 12 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD1656'MARK DISK STAMPED L-12 1933 SET IN THE TOP OF A 10 INCH BY 10 INCH
 GD1656'CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS 62 FEET SOUTHEAST OF
 GD1656'THE NORTHEAST CORNER OF A FRAME BUILDING, 28 FEET WEST OF A FENCE
 GD1656'CORNER, AND 12 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 GD1656'RAILROAD.
 GD1656'
 GD1656'A 40 17-2 (USED) IS A STANDARD U.S. ENGINEERS DISK STAMPED A 40 17-2
 GD1656'SET IN THE TOP OF A 4 INCH PIPE PROJECTING 6 INCHES.  IT IS 29 FEET
 GD1656'EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE RAILROAD, 35 FEET
 GD1656'SOUTH OF A SOUTH GATEPOST, AND 8 FEET WEST OF A WIRE FENCE.
 GD1656'
 GD1656'THE AZIMUTH MARK IS 26 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 GD1656'CENTRAL RAILROAD TRACK, 7 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1656'ROAD, 2 FEET WEST OF A TELEPHONE POLE, AND 2 FEET SOUTHWEST OF A
 GD1656'WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 GD1656'STAMPED MISTON 1959.
 GD1656'
 GD1656'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1656
 GD1656                          STATION RECOVERY (1967)
 GD1656
 GD1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1656'THE STATION MARK, REFERENCE MARK NO. 1, A 40 17-2 (USED) AND THE
 GD1656'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK
 GD1656'L-12 WAS SEARCHED FOR, BUT COULD NOT BE FOUND.
 GD1656'
 GD1656'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1656'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND CORRECTED DESCRIPTION.
 GD1656'
 GD1656'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF MISTON ABOUT 10
 GD1656'MILES SOUTHWEST OF DYERSBURG AND 9 MILES SOUTH OF RIDGELY.
 GD1656'
 GD1656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 20
 GD1656'AT THE WEST EDGE OF DYERSBURG, GO NORTHWESTERLY ON STATE ROUTE 78
 GD1656'FOR 9.2 MILES TO THE JUNCTION OF STATE ROUTE 103.  HERE TURN LEFT
 GD1656'AND GO WESTERLY ON STATE ROUTE 103 FOR 3.0 MILES TO THE SMALL
 GD1656'COMMUNITY OF MISTON AT THE RAILROAD TRACKS, HERE TURN LEFT ALONG
 GD1656'THE WEST SIDE OF THE TRACKS AND GO ABOUT 0.05 MILE TO THE STATION
 GD1656'ON THE LEFT.
 GD1656'
 GD1656'THE STATION IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 GD1656'HOUSE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL SHED AND
 GD1656'12 FEET SOUTH OF A FENCE.  BECAUSE OF THE STATIONS LOCATION IN A
 GD1656'YARD, NO WITNESS POST WAS SET.  IT IS A STANDARD DISK SET IN THE
 GD1656'TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT ABOUT 5 INCHES BELOW
 GD1656'THE SURFACE AND THE DISK IS STAMPED MISTON
 GD1656'1959.
 GD1656'
 GD1656'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 GD1656'TRACK, 1 FOOT SOUTH OF A FENCE CORNER AND IN A MULTIFLORA ROSE
 GD1656'HEDGE.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE,
 GD1656'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MISTON NO 1
 GD1656'1959.
 GD1656'
 GD1656'A 40 17-2 (USED) IS A U.S. ENGINEERS BRASS CAP RIVETED TO THE TOP OF
 GD1656'A 4-INCH METAL PIPE PROJECTING ABOUT 6 INCHES AND THE CAP IS STAMPED
 GD1656'A 40 17-2.  IT IS 29 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 GD1656'TRACK AND 8 FEET WEST OF A WIRE FENCE.
 GD1656'
 GD1656'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1656'A 40 17-2 (USED) WAS NOT CHECKED BECAUSE OF THE HEDGE BETWEEN THE
 GD1656'MARKS.
 GD1656'
 GD1656'THE AZIMUTH MARK IS 26 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 GD1656'TRACKS, 7 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2
 GD1656'FEET WEST OF A POWERLINE POLE, AND 2 FEET WEST-SOUTHWEST OF A METAL
 GD1656'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1656'11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD1656'DISK IS STAMPED MISTON 1959.
 GD1656'
 GD1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE ROUTE
 GD1656'103 FOR 0.1 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 GD1656'NORTHERLY ON THIS PAVED ROAD FOR 0.4 MILE TO A GRAVELED ROAD ON THE
 GD1656'LEFT,
 GD1656'TURN LEFT ON THIS GRAVELED ROAD CROSSING THE RAILROAD TRACKS AND
 GD1656'GO WEST ABOUT 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GD1656'DESCRIBED.
 GD1656'
 GD1656'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1656
 GD1656                          STATION RECOVERY (1970)
 GD1656
 GD1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1656'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GD1656'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH THE DISK SHEARED OFF
 GD1656'THE SHANK.  A 40 17-2 (USED) USED AS A REFERENCE MARK AND TRAVERSED
 GD1656'TO IN 1959 WAS FOUND BROKEN OFF ABOUT 1 INCH BELOW GROUND LEVEL,
 GD1656'HOWEVER, THE PIPE TO WHICH THE BRASS CAP WAS FORMERLY RIVETED WAS
 GD1656'FOUND EMBEDDED IN AN IRREGULAR MASS OF CONCRETE AND DID NOT
 GD1656'APPEAR TO HAVE BEEN DISTURBED.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 GD1656'BY A SMALL STORE BUILDING NEAR THE STATION SITE.  BENCH MARK L-12
 GD1656'1933 TRAVERSED TO IN 1959 WAS FOUND COMPLETELY DESTROYED AND THE
 GD1656'DISK WAS NOT RECOVERED.  THE CENTER OF THE PIPE EMBEDDED IN THE
 GD1656'MASS OF CONCRETE AT THE ORIGINAL A 40 17-2 (USED) SITE WAS
 GD1656'DETERMINED AND A FIRM PLUMBING BENCH ERECTED OVER THE POINT
 GD1656'DETERMINED AND HELD.  THE HORIZONTAL DISTANCE BETWEEN THE
 GD1656'STATION AND THIS HELD POINT WAS THEN MEASURED AND CHECKED THE
 GD1656'1959 MEASUREMENT - 0.002 OF A FOOT AND - 0.0002 OF A METER.  A FIRM
 GD1656'PLUMBING BENCH WAS ERECTED OVER THE CENTER OF THE SHANK FOR
 GD1656'REFERENCE MARK NO. 1 AND THE POINT HELD.  THE HORIZONTAL DISTANCE
 GD1656'BETWEEN THE STATION AND THIS HELD POINT WAS THEN MEASURED AND A
 GD1656'DISCREPANCY OF - 0.08 OF A FOOT NOTED.  HOWEVER, THE HORIZONTAL
 GD1656'MEASURED DISTANCE BETWEEN THE TWO POINTS HELD ON THE PLUMBING
 GD1656'BENCHES, CHECKED THE 1959 MEASURED HORIZONTAL DISTANCE BETWEEN A 40
 GD1656'17-2 (USED) AND REFERENCE MARK NO. 1 FLAT IN FEET AND PLUS 0.002
 GD1656'METERS.  IT IS THOUGHT THAT REFERENCE MARK NO. 2 1959 1970 NOW
 GD1656'HOLDS THE EXACT HORIZONTAL POSITION AS DID TRAVERSE STATION A 40
 GD1656'17-2 (USED), AS A DISK WAS CEMENTED IN REMAINING PIPE FILLED
 GD1656'WITH CONCRETE, DIRECTLY BELOW THE POINT HELD ON THE PLUMBING BENCH.
 GD1656'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GD1656'BETWEEN NEWLY SET REFERENCE MARK NO. 2 AND THE POINT HELD ON THE
 GD1656'PLUMB BENCH OVER THE SHANK FOR FORMER REFERENCE MARK NO. 1.  THIS
 GD1656'ANGLE CHECKED THE 1959 OBSERVED ANGLE BETWEEN A 40 17-2 (USED) AND
 GD1656'REFERENCE MARK NO. 1 PLUS 01 FOOT 39.4 INCHES.  A NEW DISK STAMPED
 GD1656'MISTON 1959 NO 3 1970 WAS CEMENTED IN THE TOP OF THE ORIGINAL
 GD1656'CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 1959, DIRECTLY UNDER
 GD1656'THE POINT HELD ON THE PLUMBING BENCH.
 GD1656'
 GD1656'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1656'
 GD1656'THE STATION IS LOCATED ON THE PROPERTY OF MR. HAROLD HURD IN THE
 GD1656'SMALL COMMUNITY OF MISTON, ABOUT 10 MILES NORTHWEST OF DYERSBURG AND
 GD1656'9 MILES SOUTH OF RIDGELY.
 GD1656'
 GD1656'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 78 AND 20 AT
 GD1656'THE WEST EDGE OF DYERSBURG, GO NORTHWESTERLY ON STATE 78 FOR 9.2
 GD1656'MILES TO THE JUNCTION OF STATE ROUTE 103.  HERE TURN LEFT AND GO
 GD1656'WESTERLY ON STATE ROUTE 103 FOR 3.0 MILES TO THE SMALL COMMUNITY
 GD1656'OF MISTON AND THE RAILROAD TRACKS, HERE TURN LEFT ALONG THE WEST
 GD1656'SIDE OF THE RAILROAD TRACKS AND GO SOUTH ABOUT 0.05 OF A MILE TO TWO
 GD1656'LARGE METAL GRAIN BINS ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1656'
 GD1656'THE STATION IS 75.3 FEET EAST OF THE EAST RAIL OF A RAILROAD SIDING,
 GD1656'50 FEET NORTHEAST OF THE EDGE OF THE MOST NORTHERLY GRAIN BIN, 28
 GD1656'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF AN OLD BARN, 28 FEET
 GD1656'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE OLD BARN, 13 FEET
 GD1656'SOUTH OF AN OLD FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GD1656'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1656'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND THE
 GD1656'DISK IS STAMPED MISTON 1959.
 GD1656'
 GD1656'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE WEST EDGE OF THE MOST
 GD1656'NORTHERLY GRAIN BIN, 10.4 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 GD1656'SIDING, AND 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 GD1656'A STANDARD DISK CEMENTED IN THE TOP OF A 3-INCH IRON PIPE EMBEDDED
 GD1656'IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE SURFACE OF THE
 GD1656'GROUND AND THE DISK IS STAMPED MISTON 1959 NO 2 1970.  THIS
 GD1656'POINT IS THE CENTER OF THE ORIGINAL IRON PIPE TO WHICH THE BRASS
 GD1656'CAP FOR THE TRAVERSE STATION A 17-2 (USED) WAS ORIGINALLY RIVETED,
 GD1656'AND IS THOUGHT TO MARK THE EXACT, ORIGINAL, HORIZONTAL POSITION FOR
 GD1656'THAT STATION.
 GD1656'
 GD1656'REFERENCE MARK NO. 3 IS 40 FEET SOUTHWEST OF A 10-INCH, TWIN TRUNKED
 GD1656'ASH TREE, 16 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1656'DRIVE, 13 FEET WEST OF THE WEST END OF AN OLD FENCE, 12.2 FEET EAST
 GD1656'OF THE EAST RAIL OF THE RAILROAD SIDING, AND 0.8 OF A FOOT
 GD1656'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1656'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1656'THE DISK IS STAMPED MISTON 1959 NO 3 1970.
 GD1656'
 GD1656'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1656'REFERENCE MARK NO. 3 IS 69.40 FEET - 21.154 METERS.
 GD1656'
 GD1656'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE NORTH-NORTHWEST FROM THE
 GD1656'STATION, 26 FEET WEST OF THE WEST RAIL OF THE MAIN LINE OF THE
 GD1656'LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 7 FEET NORTH OF THE
 GD1656'APPROXIMATE CENTER OF A GRAVELED ROAD, 2 FEET WEST OF A POWERLINE
 GD1656'POLE AND 2.0 FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1656'STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 GD1656'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED MISTON
 GD1656'1959.
 GD1656'
 GD1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE WEST
 GD1656'SIDE OF THE RAILROAD TRACKS FOR 0.05 OF A MILE TO STATE ROUTE 103.
 GD1656'HERE TURN RIGHT ON STATE ROUTE 103 AND GO EAST 0.1 OF A MILE TO A
 GD1656'PAVED T ROAD ON THE LEFT.  HERE TURN LEFT ON THIS PAVED ROAD AND
 GD1656'GO NORTHERLY FOR 0.4 OF A MILE TO A GRAVELED ROAD ON THE LEFT,
 GD1656'TURN LEFT ON THIS GRAVELED ROAD CROSSING OVER THE RAILROAD TRACKS
 GD1656'AND GO WEST ABOUT 0.05 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT
 GD1656'AS DESCRIBED.
 GD1656'
 GD1656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2370 ***********************************************************************
 GB2370  DESIGNATION -  MITCHELL
 GB2370  PID         -  GB2370
 GB2370  STATE/COUNTY-  TN/CLAY
 GB2370  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2370
 GB2370                         *CURRENT SURVEY CONTROL
 GB2370  ___________________________________________________________________
 GB2370* NAD 83(1995)-  36 32 23.41139(N)    085 24 43.24463(W)     ADJUSTED  
 GB2370* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 GB2370  ___________________________________________________________________
 GB2370  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GB2370  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB2370
 GB2370  HORZ ORDER  -  SECOND
 GB2370
 GB2370.The horizontal coordinates were established by classical geodetic methods
 GB2370.and adjusted by the National Geodetic Survey in April 1999..
 GB2370
 GB2370.The orthometric height was scaled from a topographic map.
 GB2370
 GB2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2370
 GB2370.The geoid height was determined by GEOID03.
 GB2370
 GB2370;                    North         East     Units Scale Factor Converg.
 GB2370;SPC TN       -   244,974.896   652,652.415   MT  1.00002417   +0 20 39.2
 GB2370;SPC TN       -   803,721.80  2,141,243.80   sFT  1.00002417   +0 20 39.2
 GB2370;UTM  16      - 4,044,999.885   642,145.113   MT  0.99984894   +0 56 44.2
 GB2370
 GB2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2370!SPC TN       -   0.99995004  x   1.00002417  =   0.99997420
 GB2370!UTM  16      -   0.99995004  x   0.99984894  =   0.99979898
 GB2370
 GB2370|---------------------------------------------------------------------|
 GB2370| PID    Reference Object                     Distance      Geod. Az  |
 GB2370|                                                           dddmmss.s |
 GB2370| CG6954 MITCHELL RM 1                        10.296 METERS 05550     |
 GB2370| CG6955 MITCHELL RM 2                        11.704 METERS 17624     |
 GB2370| CG6953 MITCHELL AZ MK                                     1852103.6 |
 GB2370|---------------------------------------------------------------------|
 GB2370
 GB2370                          SUPERSEDED SURVEY CONTROL
 GB2370
 GB2370  NAD 83(1995)-  36 32 23.41193(N)    085 24 43.24512(W) AD(       ) 2
 GB2370  NAD 83(1995)-  36 32 23.42095(N)    085 24 43.24916(W) AD(       ) 2
 GB2370  NAD 83(1986)-  36 32 23.42223(N)    085 24 43.24938(W) AD(       ) 2
 GB2370  NAD 27      -  36 32 23.19700(N)    085 24 43.37500(W) AD(       ) 2
 GB2370
 GB2370.Superseded values are not recommended for survey control.
 GB2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2370.See file dsdata.txt to determine how the superseded data were derived.
 GB2370
 GB2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4214545000(NAD 83)
 GB2370_MARKER: DS = TRIANGULATION STATION DISK
 GB2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2370
 GB2370  HISTORY     - Date     Condition        Report By
 GB2370  HISTORY     - 1950     MONUMENTED       CGS
 GB2370
 GB2370                          STATION DESCRIPTION
 GB2370
 GB2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2370'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF LIVINGSTON AND 4 MILES
 GB2370'EAST OF CELINA. IT IS 34 FEET WEST OF AN 18 INCH TREE AND 5 FEET
 GB2370'EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK
 GB2370'IS STAMPED MITCHELL 1949.
 GB2370'
 GB2370'REFERENCE MARK NO. 1 IS 11 FEET NORTHWEST OF AN 18 INCH TREE. THE
 GB2370'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MITCHELL NO 1
 GB2370'1949.
 GB2370'
 GB2370'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF AN 18 INCH TREE. THE
 GB2370'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MITCHELL NO 2
 GB2370'1949.
 GB2370'
 GB2370'AZIMUTH MARK IS 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 GB2370'8 FEET SOUTH OF THE CENTER OF DIRT ROAD, 2 FEET NORTHEAST OF A
 GB2370'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE. THE MARK PROJECTS
 GB2370'6 INCHES AND THE DISK IS STAMPED MITCHELL 1949.
 GB2370'
 GB2370'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2370'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 11.4 MILE TO
 GB2370'A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO NORTHEAST ON GRAVEL ROAD FOR
 GB2370'0.4 MILE TO A FORK IN ROAD, TAKE LEFT FORK AND GO NORTH FOR 2.8 MILE
 GB2370'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO A DIM ROAD
 GB2370'RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE TOP OF HILL AND THE STATION
 GB2370'AS DESCRIBED.
 GB2370'
 GB2370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2879 ***********************************************************************
 FE2879  SACS        -  This is a Secondary Airport Control Station.
 FE2879  DESIGNATION -  MKL AP STA A
 FE2879  PID         -  FE2879
 FE2879  STATE/COUNTY-  TN/MADISON
 FE2879  USGS QUAD   -  WESTOVER (1981)
 FE2879
 FE2879                         *CURRENT SURVEY CONTROL
 FE2879  ___________________________________________________________________
 FE2879* NAD 83(1995)-  35 36 20.24612(N)    088 54 42.27421(W)     ADJUSTED  
 FE2879* NAVD 88     -       124.89   (meters)     409.7    (feet)  LEVELING  
 FE2879  ___________________________________________________________________
 FE2879  X           -      98,603.050 (meters)                     COMP
 FE2879  Y           -  -5,190,739.304 (meters)                     COMP
 FE2879  Z           -   3,692,758.661 (meters)                     COMP
 FE2879  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2879  ELLIP HEIGHT-          96.70  (meters)          (02/18/99) GPS OBS
 FE2879  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2879
 FE2879  HORZ ORDER  -  FIRST
 FE2879  VERT ORDER  -  THIRD ?
 FE2879  ELLP ORDER  -  FOURTH    CLASS I
 FE2879
 FE2879.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE2879
 FE2879.The horizontal coordinates were established by GPS observations
 FE2879.and adjusted by the National Geodetic Survey in February 1999..
 FE2879
 FE2879.The orthometric height was determined by differential leveling.
 FE2879.The vertical network tie was performed by a horz. field party for horz.
 FE2879.obs reductions. Reset procedures were used to establish the elevation.
 FE2879
 FE2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2879
 FE2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2879
 FE2879.The ellipsoidal height was determined by GPS observations
 FE2879.and is referenced to NAD 83.
 FE2879
 FE2879.The geoid height was determined by GEOID03.
 FE2879
 FE2879;                    North         East     Units Scale Factor Converg.
 FE2879;SPC TN       -   145,083.779   336,216.080   MT  0.99995631   -1 42 16.7
 FE2879;SPC TN       -   475,995.70  1,103,068.92   sFT  0.99995631   -1 42 16.7
 FE2879;UTM  16      - 3,941,890.129   326,834.946   MT  0.99996953   -1 06 47.9
 FE2879
 FE2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2879!SPC TN       -   0.99998482  x   0.99995631  =   0.99994113
 FE2879!UTM  16      -   0.99998482  x   0.99996953  =   0.99995435
 FE2879
 FE2879:                Primary Azimuth Mark                     Grid Az
 FE2879:SPC TN       -  MKL AP STA B                             203 56 15.9
 FE2879:UTM  16      -  MKL AP STA B                             203 20 47.1
 FE2879
 FE2879|---------------------------------------------------------------------|
 FE2879| PID    Reference Object                     Distance      Geod. Az  |
 FE2879|                                                           dddmmss.s |
 FE2879| FE2880 MKL AP STA B                        APPROX. 1.6 KM 2021359.2 |
 FE2879|---------------------------------------------------------------------|
 FE2879
 FE2879                          SUPERSEDED SURVEY CONTROL
 FE2879
 FE2879  NAD 83(1995)-  35 36 20.24579(N)    088 54 42.27425(W) AD(       ) 1
 FE2879  ELLIP H (04/19/95)   96.71   (m)                       GP(       ) 4 1
 FE2879  NAD 27      -  35 36 19.99227(N)    088 54 42.04273(W) AD(       ) 3
 FE2879  NGVD 29 (07/19/86)  124.92   (m)          409.8    (f) LEVELING    3  
 FE2879
 FE2879.Superseded values are not recommended for survey control.
 FE2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2879.See file dsdata.txt to determine how the superseded data were derived.
 FE2879
 FE2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2683541890(NAD 83)
 FE2879_MARKER: Z = SEE DESCRIPTION
 FE2879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2879_SP_SET: CONCRETE BASE
 FE2879_MARK LOGO: CGS   
 FE2879_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2879+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 FE2879
 FE2879  HISTORY     - Date     Condition        Report By
 FE2879  HISTORY     - 1965     MONUMENTED       CGS
 FE2879  HISTORY     - 1979     SEE DESCRIPTION  NGS
 FE2879  HISTORY     - 1983     GOOD             NGS
 FE2879  HISTORY     - 19870630 POOR             NGS
 FE2879  HISTORY     - 19930427 GOOD             NOS
 FE2879  HISTORY     - 19990810 GOOD             NGS
 FE2879  HISTORY     - 20050225 GOOD             CAS
 FE2879
 FE2879                          STATION DESCRIPTION
 FE2879
 FE2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2879'LOCATED AT MCKELLAR FIELD, 55.05 FEET SOUTHEAST OF THE INSET
 FE2879'THRESHOLD BAR, 110.13 EAST OF THE SOUTHEAST CORNER OF NUMERAL 2,
 FE2879'AND 25.0 FEET SW OF THE SE ONE OF FOUR THRESHOLD LIGHTS.  TOPO DISK
 FE2879'STAMPED AP 1965 STA. A, SET FLUSH WITH THE GROUND.
 FE2879
 FE2879                          STATION RECOVERY (1979)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2879'THE STATION WAS RECOVERED WITH THE DISK SHEARED OFF, BUT WITH
 FE2879'CONCRETE BASE AND DISK SHAFT INTACT.
 FE2879'
 FE2879'DUE TO RUNWAY CONSTRUCTION, THE OLD DESCRIPTION IS NO LONGER
 FE2879'CORRECT.  THE STATION IS LOCATED AT MCKELLAR FIELD, 105 FEET
 FE2879'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 20, 22.38 FEET SOUTHEAST OF
 FE2879'THE EASTERN-MOST OF FOUR THRESHOLD LIGHTS, AND 13.2 FEET
 FE2879'SOUTHWEST OF A REIL.
 FE2879'
 FE2879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 FE2879'JACKSON.
 FE2879
 FE2879                          STATION RECOVERY (1983)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2879'RECOVERED AS DESCRIBED BY WTM IN THE 1979 RECOVERY NOTE.
 FE2879'
 FE2879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2879'OF JACKSON.
 FE2879
 FE2879                          STATION RECOVERY (1987)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2879'MARK RECOVERED IN POOR CONDITION.
 FE2879
 FE2879                          STATION RECOVERY (1993)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2879'STATION IS LOCATED ON THE MCKELLAR-SIPES REGIONAL AIRPORT WHICH IS 4.2
 FE2879'MI (6.8 KM) WEST OF THE JUNCTION OF BYPASS US HIGHWAY 45 AND US
 FE2879'HIGHWAY 70 IN THE SOUTHWEST PORTION OF THE CITY OF JACKSON,TN. AIRPORT
 FE2879'IS SOUTH OF US HIGHWAY 70 AND EAST OF STATE HIGHWAY 223. STATION IS
 FE2879'LOCATED IN THE NORTH SECTION OF THE FIELD EAST OF RUNWAY END 20.
 FE2879' 
 FE2879'TO REACH PROCEED VIA TAXIWAYS TO RUNWAY END 20, CROSS RUNWAY TO EAST
 FE2879'SIDE AND STATION ROUGHLY ON LINE WITH THE END OF RUNWAY 20.
 FE2879' 
 FE2879'IT IS 105 FT (32.0 M) SE OF THE CENTERLINE END OF RUNWAY 20, 22.38 FT
 FE2879'(6.82 M) SE OF THE EASTERNMOST OF THRESHOLD LIGHTS (SHOW GREEN AND
 FE2879'RED) AND 13.2 FT (4.0 M) SW OF A STROBE LIGHT (REIL).
 FE2879' 
 FE2879'STATION DISK HAD BEEN SHEARED OFF, A PK NAIL WAS FOUND SET INTO THE
 FE2879'SHANK OF THE FORMER DISK.  CONCRETE MONUMENT IS INTACT.
 FE2879
 FE2879                          STATION RECOVERY (1999)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 FE2879'THE STATION IS LOCATED AT THE MCKELLAR-SIPES REGIONAL AIRPORT (MKL) AT
 FE2879'THE NORTH END OF THE FIELD SOUTHEAST OF AND ON RANGE WITH APPROACH END
 FE2879'RUNWAY 20.  THE STATION IS 30.4 FT (9.3 M) SOUTHEAST OF THE RUNWAY
 FE2879'EDGE.  OWNERSHIP--JACKSON-MADISON COUNTY AIRPORT AUTHORITY, C/O RODNEY
 FE2879'HENDRIX EXECUTIVE DIRECTOR, MCKELLAR-SIPES REGIONAL AIRPORT, 308 GRADY
 FE2879'MONTGOMERY DRIVE, JACKSON, TN 38301, PHONE (901) 423-0995.  ENTER THE
 FE2879'FIELD AT THE GATE LOCATED NORTHEAST OF AND ADJACENT TO THE FIRE
 FE2879'STATION.  PASS THRU THE GATE AND CONTINUE EAST FOR 0.04 MI (0.06 KM)
 FE2879'TO TAXIWAY D ON THE RIGHT, TURN RIGHT AND CONTINUE SOUTHEAST FOR 0.26
 FE2879'MI (0.42 KM) TO THE PARALLEL TAXIWAY A, TURN LEFT AND CONTINUE
 FE2879'NORTHEAST FOR 0.27 MI (0.43 KM) TO THE RUNWAY HOLD BAR SOUTHWEST OF
 FE2879'RUNWAY 11/29.  WITH CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER CROSS
 FE2879'RUNWAY 11/29 ON TAXIWAY A AND CONTINUE NORTHEAST FOR 0.25 MI (0.40 KM)
 FE2879'TO A RUNWAY HOLD BAR ON TAXIWAY A SOUTHWEST OF A RIGHT ANGLED FEEDER
 FE2879'TAXIWAY.  WITH CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER TURN RIGHT
 FE2879'ON THE FEEDER TAXIWAY AND CROSS THE APPROACH END RUNWAY 20 TO THE
 FE2879'SOUTHEAST SIDE AND THE STATION ON THE LEFT.  THE STATION IS 22.5 FT
 FE2879'(6.9 M) SOUTHEAST OF THE SOUTHEAST MOST THRESHOLD LIGHT, 12.7 FT (3.9
 FE2879'M) SOUTHWEST OF A RUNWAY END IDENTIFIER LIGHT, AND 142.3 FT (43.4 M)
 FE2879'NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE APPROACH END
 FE2879'RUNWAY 20.  THE STATION IS A NAIL STAMPED PK AND SET IN THE SHAFT OF
 FE2879'AN OLD TOPOGRAPHIC DISK AND CONCRETE POST FLUSH WITH THE GROUND.  THIS
 FE2879'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 FE2879
 FE2879                          STATION RECOVERY (2005)
 FE2879
 FE2879'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FE2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2880 ***********************************************************************
 FE2880  PACS        -  This is a Primary Airport Control Station.
 FE2880  DESIGNATION -  MKL AP STA B
 FE2880  PID         -  FE2880
 FE2880  STATE/COUNTY-  TN/MADISON
 FE2880  USGS QUAD   -  WESTOVER (1981)
 FE2880
 FE2880                         *CURRENT SURVEY CONTROL
 FE2880  ___________________________________________________________________
 FE2880* NAD 83(1995)-  35 35 32.65138(N)    088 55 06.09261(W)     ADJUSTED  
 FE2880* NAVD 88     -       130.86   (meters)     429.3    (feet)  LEVELING  
 FE2880  ___________________________________________________________________
 FE2880  X           -      98,019.860 (meters)                     COMP
 FE2880  Y           -  -5,191,609.237 (meters)                     COMP
 FE2880  Z           -   3,691,569.388 (meters)                     COMP
 FE2880  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FE2880  ELLIP HEIGHT-         102.66  (meters)          (02/18/99) GPS OBS
 FE2880  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2880
 FE2880  HORZ ORDER  -  B
 FE2880  VERT ORDER  -  THIRD ?
 FE2880  ELLP ORDER  -  FOURTH    CLASS I
 FE2880
 FE2880.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE2880
 FE2880.The horizontal coordinates were established by GPS observations
 FE2880.and adjusted by the National Geodetic Survey in February 1999..
 FE2880
 FE2880.The orthometric height was determined by differential leveling.
 FE2880.The vertical network tie was performed by a horz. field party for horz.
 FE2880.obs reductions. Reset procedures were used to establish the elevation.
 FE2880
 FE2880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2880
 FE2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2880
 FE2880.The ellipsoidal height was determined by GPS observations
 FE2880.and is referenced to NAD 83.
 FE2880
 FE2880.The geoid height was determined by GEOID03.
 FE2880
 FE2880;                    North         East     Units Scale Factor Converg.
 FE2880;SPC TN       -   143,635.483   335,573.141   MT  0.99995725   -1 42 30.7
 FE2880;SPC TN       -   471,244.08  1,100,959.55   sFT  0.99995725   -1 42 30.7
 FE2880;UTM  16      - 3,940,435.252   326,206.984   MT  0.99997221   -1 07 00.5
 FE2880
 FE2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2880!SPC TN       -   0.99998389  x   0.99995725  =   0.99994114
 FE2880!UTM  16      -   0.99998389  x   0.99997221  =   0.99995610
 FE2880
 FE2880:                Primary Azimuth Mark                     Grid Az
 FE2880:SPC TN       -  MKL AP STA A                             023 56 16.1
 FE2880:UTM  16      -  MKL AP STA A                             023 20 45.9
 FE2880
 FE2880|---------------------------------------------------------------------|
 FE2880| PID    Reference Object                     Distance      Geod. Az  |
 FE2880|                                                           dddmmss.s |
 FE2880| FE2879 MKL AP STA A                        APPROX. 1.6 KM 0221345.4 |
 FE2880|---------------------------------------------------------------------|
 FE2880
 FE2880                          SUPERSEDED SURVEY CONTROL
 FE2880
 FE2880  NAD 83(1995)-  35 35 32.65105(N)    088 55 06.09266(W) AD(       ) B
 FE2880  ELLIP H (04/19/95)  102.67   (m)                       GP(       ) 4 1
 FE2880  NAD 27      -  35 35 32.38498(N)    088 55 05.86351(W) AD(       ) 3
 FE2880  NGVD 29 (07/19/86)  130.89   (m)          429.4    (f) LEVELING    3  
 FE2880
 FE2880.Superseded values are not recommended for survey control.
 FE2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2880.See file dsdata.txt to determine how the superseded data were derived.
 FE2880
 FE2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2620740435(NAD 83)
 FE2880_MARKER: DT = TOPOGRAPHIC STATION DISK
 FE2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2880_STAMPING: AP 1965 STA B
 FE2880_MARK LOGO: CGS   
 FE2880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2880+STABILITY: SURFACE MOTION
 FE2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2880+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 FE2880
 FE2880  HISTORY     - Date     Condition        Report By
 FE2880  HISTORY     - 1965     MONUMENTED       CGS
 FE2880  HISTORY     - 1979     GOOD             NGS
 FE2880  HISTORY     - 1983     GOOD             NGS
 FE2880  HISTORY     - 19920408 GOOD             NGS
 FE2880  HISTORY     - 19930427 GOOD             NOS
 FE2880  HISTORY     - 19990810 GOOD             NGS
 FE2880  HISTORY     - 20050225 GOOD             CAS
 FE2880
 FE2880                          STATION DESCRIPTION
 FE2880
 FE2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2880'LOCATED AT MCKELLAR FIELD, 55.0 FEET SE OF THE SE CORNER OF RUNWAY
 FE2880'END 2, AND 25.6 FEET NE OF THE SE 1 OF 4 THRESHOLD LIGHTS.  A
 FE2880'STANDARD TOPO DISK STAMPED AP 1965 STA. B AND SET IN THE TOP OF A
 FE2880'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FE2880
 FE2880                          STATION RECOVERY (1979)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2880'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO RUNWAY
 FE2880'CONSTRUCTION, THE OLD DESCRIPTION IS NO LONGER CORRECT.  THE STATION
 FE2880'IS AT MCKELLAR FIELD, 30.4 FEET SOUTHEAST OF THE EASTERN EDGE OF
 FE2880'RUNWAY 2-20, OPPOSITE THE SOUTH EDGE OF THE SECOND TAXIWAY FROM
 FE2880'THE SOUTH CONNECTING THE RUNWAY AND ITS PARALLEL TAXIWAY.  IT IS
 FE2880'APPROXIMATELY 20.7 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FE2880'TAXIWAY EXTENDED, AND 21.9 FEET SOUTHEAST OF A RUNWAY LIGHT.
 FE2880'
 FE2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 FE2880'JACKSON.
 FE2880
 FE2880                          STATION RECOVERY (1983)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2880'RECOVERED AS DESCRIBED BY WTM IN THE 1979 RECOVERY NOTE.
 FE2880'
 FE2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2880'OF JACKSON.
 FE2880
 FE2880                          STATION RECOVERY (1992)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2880'THE STATION IS AT MCKELLAR FIELD, 30.4 FEET (9.3 M) SOUTHEAST OF THE
 FE2880'EASTERN EDGE OF RWY 2-20, OPPOSITE THE SOUTH EDGE OF THE SECOND
 FE2880'TAXIWAY FROM THE SOUTH CONNECTING THE RUNWAY AND ITS PARALLEL TAXIWAY.
 FE2880'IT IS APPROXIMATELY 20.7 FEET (6.3 M) SOUTHWEST OF THE CENTERLINE OF
 FE2880'THE TAXIWAY EXTENDED, 21.9 FEET (6.7 M) SOUTHEAST OF THE RUNWAY LIGHT
 FE2880'OPPOSITE THE TAXIWAY, AND 196.2 FEET (59.8 M) NORTHEAST OF THE NEXT
 FE2880'TAXIWAY LIGHT TO THE SOUTH.  A STANDARD TOPOGRAPHIC DISK STAMPED AP
 FE2880'1965 STA B SET IN A 10 INCH CONCREETE MONUMENT 0.5 FEET (15.2 CM)
 FE2880'BELOW THE SURFACE.
 FE2880
 FE2880                          STATION RECOVERY (1993)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2880'STATION IS LOCATED ON THE MCKELLAR-SIPES REGIONAL AIRPORT WHICH IS 4.2
 FE2880'MI (6.8 KM) WEST OF THE JUNCTION OF BYPASS US HIGHWAY 45 AND US
 FE2880'HIGHWAY 70 IN THE SOUTHWEST PORTION OF THE CITY OF JACKSON,TN. AIRPORT
 FE2880'IS SOUTH OF US HIGHWAY 70 AND EAST OF STATE HIGHWAY 223. STATION IS IN
 FE2880'THE SOUTH PORTION OF THE FIELD ON THE EAST SIDE OF RUNWAY 2 ABOUT 500
 FE2880'FT (152.4 M) NORTH OF THE END OF THE RUNWAY.
 FE2880' 
 FE2880'TO REACH PROCEED VIA TAXIWAYS TO RUNWAY END 2, FROM THE RUNWAY END
 FE2880'PROCEED NORTH ON THE TAXIWAY RUNNING PARALLEL TO RUNWAY 2/20 TO THE
 FE2880'FIRST TAXIWAY RUNNING EAST-WEST NORTH OF THE RUNWAY END.  TURN EAST
 FE2880'CROSS RUNWAY TO STATION ROUGHTLY ON LINE WITH THE SOUTH EDGE OF THE
 FE2880'CONNECTING TAXIWAY ON THE EAST SIDE OF THE RUNWAY.
 FE2880' 
 FE2880'IT IS 30.4 FT (9.3 M) SE OF THE EAST EDGE OF RUNWAY 2/20, 20.7 FT (6.3
 FE2880'M) SW OF THE CENTERLINE EXTENDED OF THE TAXIWAY, 21.9 FT (6.7 M) SE OF
 FE2880'THE RUNWAY LIGHT (SHOWS WHITE) CLOSEST TO THE PROJECTION OF THE
 FE2880'TAXIWAY AND 196.2 FT (59.8 M) NE OF THE FIRST RUNWAY LIGHT SOUTH OF
 FE2880'THE PROJECTION OF THE TAXIWAY.
 FE2880' 
 FE2880'STATION IS ABOUT 0.5 FT (15.2 CM) BELOW SURFACE.
 FE2880
 FE2880                          STATION RECOVERY (1999)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 FE2880'THE STATION IS LOCATED AT THE MCKELLAR-SIPES REGIONAL AIRPORT (MKL) AT
 FE2880'THE SOUTH END OF THE FIELD SOUTHEAST OF THE INTERSECTION RUNWAY 2/20
 FE2880'AND THE SECOND RIGHT ANGLED FEEDER TAXIWAY (A2) NORTHEAST OF APPROACH
 FE2880'END RUNWAY 2.  THE STATION IS 31.0 FT (9.4 M) SOUTHEAST OF THE RUNWAY
 FE2880'EDGE AND SET ON RANGE WITH THE SOUTHWEST EDGE OF TAXIWAY A2 PROJECTED
 FE2880'TO THE SOUTHEAST.  OWNERSHIP--JACKSON-MADISON COUNTY AIRPORT
 FE2880'AUTHORITY, C/O RODNEY HENDRIX EXECUTIVE DIRECTOR, MCKELLAR-SIPES
 FE2880'REGIONAL AIRPORT, 308 GRADY MONTGOMERY DRIVE, JACKSON, TN 38301, PHONE
 FE2880'(901) 423-0995.  ENTER THE FIELD AT THE GATE LOCATED NORTHEAST OF AND
 FE2880'ADJACENT TO THE FIRE STATION.  PASS THRU THE GATE AND CONTINUE EAST
 FE2880'FOR 0.04 MI (0.06 KM) TO TAXIWAY D ON THE RIGHT, TURN RIGHT AND
 FE2880'CONTINUE SOUTHEAST FOR 0.26 MI (0.42 KM) TO THE PARALLEL TAXIWAY A,
 FE2880'TURN RIGHT AND CONTINUE SOUTHWEST FOR 0.4 MI (0.6 KM) TO THE FEEDER
 FE2880'TAXIWAY A2 ON THE LEFT, TURN LEFT AND CONTINUE 0.02 MI (0.03 KM) TO
 FE2880'THE RUNWAY HOLD BAR ON THE NORTHWEST SIDE OF RUNWAY 2/20.  WITH
 FE2880'CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER CROSS RUNWAY 2/20 ON
 FE2880'TAXIWAY A2 TO THE SOUTHEAST SIDE OF THE RUNWAY AND THE STATION.  THE
 FE2880'STATION IS 21.8 FT (6.6 M) SOUTHEAST OF A RUNWAY LIGHT AND 0.5 FT
 FE2880'(15.2 CM) BELOW GROUND.  THIS STATION IS DESIGNATED AS THE PRIMARY
 FE2880'AIRPORT CONTROL STATION.
 FE2880
 FE2880                          STATION RECOVERY (2005)
 FE2880
 FE2880'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FE2880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3880 ***********************************************************************
 AA3880  SACS        -  This is a Secondary Airport Control Station.
 AA3880  DESIGNATION -  MKL C
 AA3880  PID         -  AA3880
 AA3880  STATE/COUNTY-  TN/MADISON
 AA3880  USGS QUAD   -  WESTOVER (1981)
 AA3880
 AA3880                         *CURRENT SURVEY CONTROL
 AA3880  ___________________________________________________________________
 AA3880* NAD 83(1995)-  35 35 55.93860(N)    088 55 01.15026(W)     ADJUSTED  
 AA3880* NAVD 88     -       126.95   (meters)     416.5    (feet)  LEVELING  
 AA3880  ___________________________________________________________________
 AA3880  X           -      98,136.301 (meters)                     COMP
 AA3880  Y           -  -5,191,186.025 (meters)                     COMP
 AA3880  Z           -   3,692,150.723 (meters)                     COMP
 AA3880  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA3880  ELLIP HEIGHT-          98.75  (meters)          (02/18/99) GPS OBS
 AA3880  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA3880
 AA3880  HORZ ORDER  -  FIRST
 AA3880  VERT ORDER  -  THIRD ?
 AA3880  ELLP ORDER  -  FOURTH    CLASS I
 AA3880
 AA3880.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 AA3880
 AA3880.The horizontal coordinates were established by GPS observations
 AA3880.and adjusted by the National Geodetic Survey in February 1999..
 AA3880
 AA3880.The orthometric height was determined by differential leveling.
 AA3880.The vertical network tie was performed by a horz. field party for horz.
 AA3880.obs reductions. Reset procedures were used to establish the elevation.
 AA3880
 AA3880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3880
 AA3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3880
 AA3880.The ellipsoidal height was determined by GPS observations
 AA3880.and is referenced to NAD 83.
 AA3880
 AA3880.The geoid height was determined by GEOID03.
 AA3880
 AA3880;                    North         East     Units Scale Factor Converg.
 AA3880;SPC TN       -   144,349.134   335,718.885   MT  0.99995678   -1 42 27.8
 AA3880;SPC TN       -   473,585.45  1,101,437.71   sFT  0.99995678   -1 42 27.8
 AA3880;UTM  16      - 3,941,150.381   326,345.354   MT  0.99997162   -1 06 58.2
 AA3880
 AA3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3880!SPC TN       -   0.99998450  x   0.99995678  =   0.99994128
 AA3880!UTM  16      -   0.99998450  x   0.99997162  =   0.99995612
 AA3880
 AA3880                          SUPERSEDED SURVEY CONTROL
 AA3880
 AA3880  NAD 83(1995)-  35 35 55.93826(N)    088 55 01.15038(W) AD(       ) 1
 AA3880  ELLIP H (04/19/95)   98.76   (m)                       GP(       ) 4 1
 AA3880  NGVD 29 (04/19/95)  126.98   (m)          416.6    (f) LEVELING    3  
 AA3880
 AA3880.Superseded values are not recommended for survey control.
 AA3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3880.See file dsdata.txt to determine how the superseded data were derived.
 AA3880
 AA3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2634541150(NAD 83)
 AA3880_MARKER: DD = SURVEY DISK
 AA3880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3880_STAMPING: MKL C 1993
 AA3880_MARK LOGO: NOS   
 AA3880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3880+STABILITY: SURFACE MOTION
 AA3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3880+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 AA3880
 AA3880  HISTORY     - Date     Condition        Report By
 AA3880  HISTORY     - 1993     MONUMENTED       NOS
 AA3880  HISTORY     - 19931231 GOOD             NGS
 AA3880  HISTORY     - 19990810 GOOD             NGS
 AA3880  HISTORY     - 20050225 GOOD             CAS
 AA3880
 AA3880                          STATION DESCRIPTION
 AA3880
 AA3880'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA3880'STATION IS LOCATED ON THE MCKELLAR-SIPES REGIONAL AIRPORT WHICH IS 4.2
 AA3880'MI (6.8 KM) WEST OF THE JUNCTION OF BYPASS US HIGHWAY 45 AND US
 AA3880'HIGHWAY 70 IN THE SOUTHWEST PORTION OF THE CITY OF JACKSON,TN. AIRPORT
 AA3880'IS SOUTH OF US HIGHWAY 70 AND EAST OF STATE HIGHWAY 223. STATION IS
 AA3880'LOCATED IN THE SOUTH CENTRAL SECTION OF THE AIRPORT SOUTHWEST OF THE
 AA3880'INTERSECTION OF RUNWAYS AND NORTHWEST OF THE INTERSECTION OF THE
 AA3880'TAXIWAY RUNNING PARALLEL TO RUNWAY 2/20 AND THE SECOND EAST WEST
 AA3880'TAXIWAY SOUTH OF THE INTERSECTION OF RUNWAYS.
 AA3880' 
 AA3880'TO REACH FROM THE FIRE STATION OF THE WEST SIDE OF THE FIELD GO
 AA3880'SOUTHEAST TO TAXIWAY RUNNING PARALLEL WITH RUNWAY 2/20, TAKE THE
 AA3880'PARALLEL TAXIWAY SOUTH ACROSS RUNWAY 11/29 TO THE JUNCTION OF THE
 AA3880'SECOND TAXIWAY SOUTH OF RUNWAY 11/29 AND THE STATION ON RIGHT IN GRASS
 AA3880'NORTHWEST OF THE JUNCTION OF TAXIWAYS.
 AA3880' 
 AA3880'IT IS 140.7 FT (42.9 M) NW OF THE INTERSECTION OF TAXIWAYS, 993.4 FT
 AA3880'(302.8 M) NE OF THE FIRST TAXIWAY LIGHT (SHOWS BLUE) WEST OF THE
 AA3880'INTERSECTION OF TAXIWAYS, 66.4 FT (20.2 M) NNE OF THE TAXIWAY LIGHT AT
 AA3880'JUNCTION OF TAXIWAYS AND 30.7 FT (9.4 M) W OF THE CENTER OF A LIGHTED
 AA3880'SIGN INDICATING - RAMP.
 AA3880
 AA3880                          STATION RECOVERY (1993)
 AA3880
 AA3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA3880'THE STATION IS LOCATED NEAR MIDFIELD AND NORTHWEST OF THE INTERSECTION
 AA3880'OF TAXIWAYS A AND D.  140.7 FT (42.9 M) NORTH-NORTHWEST OF THE
 AA3880'INTERSECTION OF TAXIWAYS A AND D, 93.4 FT (28.5 M) NORTHEAST OF THE
 AA3880'2ND TAXIWAY LIGHT WEST OF TAXIWAY A, 66.4 FT (20.2 M) NORTH-NORTHEAST
 AA3880'OF THE TAXIWAY LIGHT AT THE INTERSECTION OF THE TAXIWAYS, AND 30.7 FT
 AA3880'(9.4 M) WEST OF THE CENTER OF A RAMP SIGN.  THE STATION IS A STANDARD
 AA3880'NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED MKL C 1993 AND
 AA3880'FLUSH WITH THE GROUND.
 AA3880
 AA3880                          STATION RECOVERY (1999)
 AA3880
 AA3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 AA3880'THE STATION IS LOCATED AT THE MCKELLAR-SIPES REGIONAL AIRPORT (MKL)
 AA3880'NEAR MIDFIELD AND NORTH OF THE INTERSECTION TAXIWAYS D AND A.  THE
 AA3880'STATION IS 78.0 FT (23.8 M) NORTHWEST OF PARALLEL TAXIWAY A
 AA3880'CENTERLINE, AND 111.0 FT (33.8 M) NORTHEAST OF TAXIWAY D CENTERLINE.
 AA3880'OWNERSHIP--JACKSON-MADISON COUNTY AIRPORT AUTHORITY, C/O RODNEY
 AA3880'HENDRIX EXECUTIVE DIRECTOR, MCKELLAR-SIPES REGIONAL AIRPORT, 308 GRADY
 AA3880'MONTGOMERY DRIVE, JACKSON, TN 38301, PHONE (901) 423-0995. ENTER THE
 AA3880'FIELD AT THE GATE LOCATED NORTHEAST OF AND ADJACENT TO THE FIRE
 AA3880'STATION.  PASS THRU THE GATE AND CONTINUE EAST FOR 0.04 MI (0.06 KM)
 AA3880'TO TAXIWAY D ON THE RIGHT, TURN RIGHT AND CONTINUE SOUTHEAST FOR 0.26
 AA3880'MI (0.42 KM) TO THE PARALLEL TAXIWAY A AND THE STATION ON THE LEFT
 AA3880'NORTH OF THE INTERSECTION.  THE STATION IS 44.0 FT (13.4 M) SOUTHWEST
 AA3880'OF THE FIRST TAXIWAY LIGHT NORTHEAST OF THE TAXIWAY INTERSECTION
 AA3880'(LIGHT NO.  N45) , 66.5 FT (20.3 M) NORTH OF THE TAXIWAY LIGHT
 AA3880'ADJACENT TO THE CURVE AT TAXIWAY D AND A (LIGHT NO. S25) , AND 75.8 FT
 AA3880'(23.1 M) NORTHEAST OF A TAXIWAY INDICATOR SIGN ADJACENT TO TAXIWAY D.
 AA3880'THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN THE TOP
 AA3880'OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS STATION IS DESIGNATED
 AA3880'A SECONDARY AIRPORT CONTROL STATION.
 AA3880
 AA3880                          STATION RECOVERY (2005)
 AA3880
 AA3880'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 AA3880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0515 ***********************************************************************
 FD0515  DESIGNATION -  MLB
 FD0515  PID         -  FD0515
 FD0515  STATE/COUNTY-  TN/WILLIAMSON
 FD0515  USGS QUAD   -  FRANKLIN (1981)
 FD0515
 FD0515                         *CURRENT SURVEY CONTROL
 FD0515  ___________________________________________________________________
 FD0515* NAD 83(1986)-  35 59 52.     (N)    086 47 52.     (W)     SCALED    
 FD0515* NAVD 88     -       210.716  (meters)     691.32   (feet)  ADJUSTED  
 FD0515  ___________________________________________________________________
 FD0515  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FD0515  DYNAMIC HT  -         210.532 (meters)     690.72  (feet)  COMP
 FD0515  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD0515
 FD0515  VERT ORDER  -  SECOND    CLASS 0
 FD0515
 FD0515.The horizontal coordinates were scaled from a topographic map and have
 FD0515.an estimated accuracy of +/- 6 seconds.
 FD0515
 FD0515.The orthometric height was determined by differential leveling
 FD0515.and adjusted by the National Geodetic Survey in June 1991..
 FD0515
 FD0515.The geoid height was determined by GEOID03.
 FD0515
 FD0515.The dynamic height is computed by dividing the NAVD 88
 FD0515.geopotential number by the normal gravity value computed on the
 FD0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0515.degrees latitude (g = 980.6199 gals.).
 FD0515
 FD0515.The modeled gravity was interpolated from observed gravity values.
 FD0515
 FD0515;                    North         East    Units  Estimated Accuracy
 FD0515;SPC TN       -   184,960.      528,070.      MT  (+/- 180 meters Scaled)
 FD0515
 FD0515                          SUPERSEDED SURVEY CONTROL
 FD0515
 FD0515  NGVD 29 (??/??/92)  210.715  (m)          691.32   (f) ADJ UNCH    2 0
 FD0515
 FD0515.Superseded values are not recommended for survey control.
 FD0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0515.See file dsdata.txt to determine how the superseded data were derived.
 FD0515
 FD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE182837(NAD 83)
 FD0515_MARKER: DD = SURVEY DISK
 FD0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0515_STAMPING: MLB 1946
 FD0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0515+STABILITY: SURFACE MOTION
 FD0515
 FD0515  HISTORY     - Date     Condition        Report By
 FD0515  HISTORY     - 1946     MONUMENTED       TNGS
 FD0515  HISTORY     - 1960     GOOD             NGS
 FD0515
 FD0515                          STATION DESCRIPTION
 FD0515
 FD0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0515'3.4 MI S FROM BRENTWOOD.
 FD0515'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0515'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN 1.8
 FD0515'MILE SOUTH ON INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF
 FD0515'CALLENDAR ROAD, THEN 0.2 MILE WEST ON CALLENDAR ROAD.  THE BENCH
 FD0515'MARK IS 60 FT. NORTHWEST OF A POWER LINE POLE, 46 FT. NORTH OF
 FD0515'THE CENTER OF CALLENDAR ROAD, 25 FT. NORTH OF THE CENTER OF A
 FD0515'GATE AND ROAD LEADING TO A BARN, AND 1.5 FT. EAST OF A WITNESS
 FD0515'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 FD0515'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2642 ***********************************************************************
 GC2642  DESIGNATION -  MLB 1290
 GC2642  PID         -  GC2642
 GC2642  STATE/COUNTY-  TN/STEWART
 GC2642  USGS QUAD   -  STANDING ROCK (1986)
 GC2642
 GC2642                         *CURRENT SURVEY CONTROL
 GC2642  ___________________________________________________________________
 GC2642* NAD 83(1995)-  36 29 49.39674(N)    087 53 53.49177(W)     ADJUSTED  
 GC2642* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 GC2642  ___________________________________________________________________
 GC2642  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2642  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2642
 GC2642  HORZ ORDER  -  SECOND
 GC2642
 GC2642.The horizontal coordinates were established by classical geodetic methods
 GC2642.and adjusted by the National Geodetic Survey in April 1999..
 GC2642
 GC2642.The orthometric height was scaled from a topographic map.
 GC2642
 GC2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2642
 GC2642.The geoid height was determined by GEOID03.
 GC2642
 GC2642;                    North         East     Units Scale Factor Converg.
 GC2642;SPC TN       -   241,718.433   429,940.505   MT  1.00001525   -1 06 40.6
 GC2642;SPC TN       -   793,037.89  1,410,563.14   sFT  1.00001525   -1 06 40.6
 GC2642;UTM  16      - 4,039,456.412   419,558.145   MT  0.99967972   -0 32 03.3
 GC2642
 GC2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2642!SPC TN       -   0.99997490  x   1.00001525  =   0.99999015
 GC2642!UTM  16      -   0.99997490  x   0.99967972  =   0.99965463
 GC2642
 GC2642                          SUPERSEDED SURVEY CONTROL
 GC2642
 GC2642  NAD 83(1995)-  36 29 49.39856(N)    087 53 53.49250(W) AD(       ) 2
 GC2642  NAD 83(1995)-  36 29 49.40187(N)    087 53 53.49757(W) AD(       ) 2
 GC2642  NAD 83(1986)-  36 29 49.40601(N)    087 53 53.49392(W) AD(       ) 2
 GC2642  NAD 27      -  36 29 49.21800(N)    087 53 53.40200(W) AD(       ) 2
 GC2642
 GC2642.Superseded values are not recommended for survey control.
 GC2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2642.See file dsdata.txt to determine how the superseded data were derived.
 GC2642
 GC2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1955839456(NAD 83)
 GC2642_MARKER: DD = SURVEY DISK
 GC2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2642_STAMPING: MLB 1290 1947
 GC2642_MARK LOGO: TVA   
 GC2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2642+STABILITY: SURFACE MOTION
 GC2642
 GC2642  HISTORY     - Date     Condition        Report By
 GC2642  HISTORY     - 1947     MONUMENTED       TVA
 GC2642  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GC2642
 GC2642                          STATION DESCRIPTION
 GC2642
 GC2642'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1947
 GC2642'SEE STATION FAIR
 GC2642
 GC2642                          STATION RECOVERY (1986)
 GC2642
 GC2642'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2602 ***********************************************************************
 GC2602  DESIGNATION -  MLB 1340
 GC2602  PID         -  GC2602
 GC2602  STATE/COUNTY-  TN/HUMPHREYS
 GC2602  USGS QUAD   -  HALLS CREEK (1973)
 GC2602
 GC2602                         *CURRENT SURVEY CONTROL
 GC2602  ___________________________________________________________________
 GC2602* NAD 83(1995)-  36 07 37.09064(N)    087 46 46.75373(W)     ADJUSTED  
 GC2602* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 GC2602  ___________________________________________________________________
 GC2602  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GC2602  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2602
 GC2602  HORZ ORDER  -  SECOND
 GC2602
 GC2602.The horizontal coordinates were established by classical geodetic methods
 GC2602.and adjusted by the National Geodetic Survey in April 1999..
 GC2602
 GC2602.The orthometric height was scaled from a topographic map.
 GC2602
 GC2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2602
 GC2602.The geoid height was determined by GEOID03.
 GC2602
 GC2602;                    North         East     Units Scale Factor Converg.
 GC2602;SPC TN       -   200,459.888   439,812.465   MT  0.99996143   -1 02 30.8
 GC2602;SPC TN       -   657,675.48  1,442,951.40   sFT  0.99996143   -1 02 30.8
 GC2602;UTM  16      - 3,998,312.820   429,843.801   MT  0.99966064   -0 27 34.9
 GC2602
 GC2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2602!SPC TN       -   0.99997031  x   0.99996143  =   0.99993174
 GC2602!UTM  16      -   0.99997031  x   0.99966064  =   0.99963096
 GC2602
 GC2602                          SUPERSEDED SURVEY CONTROL
 GC2602
 GC2602  NAD 83(1995)-  36 07 37.09243(N)    087 46 46.75750(W) AD(       ) 2
 GC2602  NAD 83(1995)-  36 07 37.09330(N)    087 46 46.75877(W) AD(       ) 2
 GC2602  NAD 83(1986)-  36 07 37.10048(N)    087 46 46.75561(W) AD(       ) 2
 GC2602  NAD 27      -  36 07 36.88600(N)    087 46 46.66700(W) AD(       ) 2
 GC2602
 GC2602.Superseded values are not recommended for survey control.
 GC2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2602.See file dsdata.txt to determine how the superseded data were derived.
 GC2602
 GC2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2984498313(NAD 83)
 GC2602_MARKER: DD = SURVEY DISK
 GC2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2602_MARK LOGO: TVA   
 GC2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2602+STABILITY: SURFACE MOTION
 GC2602
 GC2602  HISTORY     - Date     Condition        Report By
 GC2602  HISTORY     - 1947     MONUMENTED       TVA
 GC2602
 GC2602                          STATION DESCRIPTION
 GC2602
 GC2602'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1947 (LWS)
 GC2602'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WAVERLY ACROSS THE
 GC2602'HIGHWAY FROM THE HOME OF MR. ROBERT E. BROWNING. IT IS 36 FEET EAST
 GC2602'OF THE CENTER OF STATE HIGHWAY 13, 56 FEET NORTH OF A TELEPHONE POLE
 GC2602'AND 3 FEET WEST OF A FENCE. THE MARK IS A 6 X 6 INCH CONCRETE POST
 GC2602'WITH A BRONZE TVA DISK IN THE TOP. THE MARK PROJECTS ABOUT 6 INCHES
 GC2602'AND THE DISK IS STAMPED MLB 1340 1947. A TRAVERSE CONNECTION
 GC2602'WAS MADE FROM TRIANGULATION STATION RICHLAND AND THE DISTANCE IS
 GC2602'38.346 METERS (125.81 FEET).
 GC2602'
 GC2602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2602'HIGHWAY 13 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN WAVERLY, GO
 GC2602'NORTHEAST ON HIGHWAY 13 FOR 3.15 MILES TO THE STATION ON THE RIGHT AS
 GC2602'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1657 ***********************************************************************
 FD1657  DESIGNATION -  MLB 863
 FD1657  PID         -  FD1657
 FD1657  STATE/COUNTY-  TN/BEDFORD
 FD1657  USGS QUAD   -  UNIONVILLE (1981)
 FD1657
 FD1657                         *CURRENT SURVEY CONTROL
 FD1657  ___________________________________________________________________
 FD1657* NAD 83(1986)-  35 35 56.     (N)    086 32 47.     (W)     SCALED    
 FD1657* NAVD 88     -       216.48   (+/-2cm)     710.2    (feet)  VERTCON   
 FD1657  ___________________________________________________________________
 FD1657  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1657
 FD1657  VERT ORDER  -  THIRD (See Below)
 FD1657
 FD1657.The horizontal coordinates were scaled from a topographic map and have
 FD1657.an estimated accuracy of +/- 6 seconds.
 FD1657
 FD1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1657.The vertical order pertains to the NGVD 29 superseded value.
 FD1657
 FD1657.The geoid height was determined by GEOID03.
 FD1657
 FD1657;                    North         East    Units  Estimated Accuracy
 FD1657;SPC TN       -   140,550.      550,490.      MT  (+/- 180 meters Scaled)
 FD1657
 FD1657                          SUPERSEDED SURVEY CONTROL
 FD1657
 FD1657  NGVD 29 (??/??/??)  216.48   (m)          710.2    (f) N HEIGHT    3  
 FD1657
 FD1657.Superseded values are not recommended for survey control.
 FD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1657.See file dsdata.txt to determine how the superseded data were derived.
 FD1657
 FD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE410395(NAD 83)
 FD1657_MARKER: DB = BENCH MARK DISK
 FD1657_SETTING: 66 = SET IN ROCK OUTCROP
 FD1657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1657_STAMPING: MLB 863 1946
 FD1657_MARK LOGO: TVA   
 FD1657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FD1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1657+STABILITY: POSITION/ELEVATION WELL
 FD1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1657+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1987
 FD1657
 FD1657  HISTORY     - Date     Condition        Report By
 FD1657  HISTORY     - 1946     MONUMENTED       TVA
 FD1657  HISTORY     - 19870204 GOOD             TNDT
 FD1657
 FD1657                          STATION DESCRIPTION
 FD1657
 FD1657'DESCRIBED BY TN DEPT OF TRANSP 1987
 FD1657'LOCATED 10.1 MILES NORTHWEST OF COURTHOUSE IN SHELBYVILLE, ON
 FD1657'VERSAILLES PIKE, ON THE PROPERTY OF JOHN PRICE, 21 FEET WEST OF
 FD1657'CENTERLINE OF ROAD, AND 55 FEET SOUTH OF T FENCE WEST.  A STANDARD
 FD1657'TVA DISK STAMPED MLB 863 1946 AND SET IN LIMESTONE ROCK.  REFERENCE
 FD1657'MARK 1 7.65 FEET NORTH 30 DEG.  WEST OF NAIL AND WASHER IN 8 INCH
 FD1657'CEDAR.  REFERENCE MARK 2 50.53 FEET NORTH 32 DEG.  EAST TO NAIL AND
 FD1657'WASHER IN TELEPHONE POLE.  REFERENCE MARK 3 35.0 FEET NORTH 80 DEG.
 FD1657'EAST TO NAIL AND WASHER IN FENCE POST.  ELEVATION 710.245 FEET OR
 FD1657'216.483 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0321 ***********************************************************************
 FD0321  DESIGNATION -  MLB 941
 FD0321  PID         -  FD0321
 FD0321  STATE/COUNTY-  TN/MARSHALL
 FD0321  USGS QUAD   -  PETERSBURG (1980)
 FD0321
 FD0321                         *CURRENT SURVEY CONTROL
 FD0321  ___________________________________________________________________
 FD0321* NAD 83(1986)-  35 19 12.     (N)    086 38 25.     (W)     SCALED    
 FD0321* NAVD 88     -       235.466  (meters)     772.52   (feet)  ADJUSTED  
 FD0321  ___________________________________________________________________
 FD0321  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0321  DYNAMIC HT  -         235.252 (meters)     771.82  (feet)  COMP
 FD0321  MODELED GRAV-     979,718.5   (mgal)                       NAVD 88
 FD0321
 FD0321  VERT ORDER  -  FIRST     CLASS II
 FD0321
 FD0321.The horizontal coordinates were scaled from a topographic map and have
 FD0321.an estimated accuracy of +/- 6 seconds.
 FD0321
 FD0321.The orthometric height was determined by differential leveling
 FD0321.and adjusted by the National Geodetic Survey in June 1991..
 FD0321
 FD0321.The geoid height was determined by GEOID03.
 FD0321
 FD0321.The dynamic height is computed by dividing the NAVD 88
 FD0321.geopotential number by the normal gravity value computed on the
 FD0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0321.degrees latitude (g = 980.6199 gals.).
 FD0321
 FD0321.The modeled gravity was interpolated from observed gravity values.
 FD0321
 FD0321;                    North         East    Units  Estimated Accuracy
 FD0321;SPC TN       -   109,660.      541,780.      MT  (+/- 180 meters Scaled)
 FD0321
 FD0321                          SUPERSEDED SURVEY CONTROL
 FD0321
 FD0321  NGVD 29 (??/??/92)  235.445  (m)          772.46   (f) ADJ UNCH    1 2
 FD0321
 FD0321.Superseded values are not recommended for survey control.
 FD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0321.See file dsdata.txt to determine how the superseded data were derived.
 FD0321
 FD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE326085(NAD 83)
 FD0321_MARKER: DD = SURVEY DISK
 FD0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0321_STAMPING: MLB 941 1946
 FD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0321+STABILITY: SURFACE MOTION
 FD0321
 FD0321  HISTORY     - Date     Condition        Report By
 FD0321  HISTORY     - 1946     MONUMENTED       TVA
 FD0321  HISTORY     - 1949     GOOD             NGS
 FD0321
 FD0321                          STATION DESCRIPTION
 FD0321
 FD0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0321'AT PETERSBURG.
 FD0321'AT PETERSBURG, ABOUT 0.2 MILE WEST ALONG A BLACK TOP STREET FROM
 FD0321'THE CITY SQUARE, SET IN THE SOUTHEAST CORNER OF THE LAWN AT
 FD0321'THE M.E. CHURCH, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FD0321'THE CHURCH BUILDING, 17 FEET NORTH OF THE CENTER LINE OF THE
 FD0321'STREET, 1 1/2 FEET NORTH OF THE NORTH EDGE OF A SIDE WALK, 1/2
 FD0321'FEET WEST OF THE WEST EDGE OF A STONE TERRACE AROUND LAWN, AND
 FD0321'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0318 ***********************************************************************
 FD0318  DESIGNATION -  MLB 943
 FD0318  PID         -  FD0318
 FD0318  STATE/COUNTY-  TN/MARSHALL
 FD0318  USGS QUAD   -  PETERSBURG (1980)
 FD0318
 FD0318                         *CURRENT SURVEY CONTROL
 FD0318  ___________________________________________________________________
 FD0318* NAD 83(1986)-  35 20 15.     (N)    086 40 10.     (W)     SCALED    
 FD0318* NAVD 88     -       239.231  (meters)     784.88   (feet)  ADJUSTED  
 FD0318  ___________________________________________________________________
 FD0318  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0318  DYNAMIC HT  -         239.012 (meters)     784.16  (feet)  COMP
 FD0318  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 FD0318
 FD0318  VERT ORDER  -  FIRST     CLASS II
 FD0318
 FD0318.The horizontal coordinates were scaled from a topographic map and have
 FD0318.an estimated accuracy of +/- 6 seconds.
 FD0318
 FD0318.The orthometric height was determined by differential leveling
 FD0318.and adjusted by the National Geodetic Survey in June 1991..
 FD0318
 FD0318.The geoid height was determined by GEOID03.
 FD0318
 FD0318.The dynamic height is computed by dividing the NAVD 88
 FD0318.geopotential number by the normal gravity value computed on the
 FD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0318.degrees latitude (g = 980.6199 gals.).
 FD0318
 FD0318.The modeled gravity was interpolated from observed gravity values.
 FD0318
 FD0318;                    North         East    Units  Estimated Accuracy
 FD0318;SPC TN       -   111,620.      539,140.      MT  (+/- 180 meters Scaled)
 FD0318
 FD0318                          SUPERSEDED SURVEY CONTROL
 FD0318
 FD0318  NGVD 29 (??/??/92)  239.207  (m)          784.80   (f) ADJ UNCH    1 2
 FD0318
 FD0318.Superseded values are not recommended for survey control.
 FD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0318.See file dsdata.txt to determine how the superseded data were derived.
 FD0318
 FD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE300105(NAD 83)
 FD0318_MARKER: DD = SURVEY DISK
 FD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0318_STAMPING: MLB 943 1946
 FD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0318+STABILITY: SURFACE MOTION
 FD0318
 FD0318  HISTORY     - Date     Condition        Report By
 FD0318  HISTORY     - 1946     MONUMENTED       TVA
 FD0318  HISTORY     - 1949     GOOD             NGS
 FD0318
 FD0318                          STATION DESCRIPTION
 FD0318
 FD0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0318'2.4 MI NW FROM PETERSBURG.
 FD0318'2.15 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0318'RAILWAY FROM THE STATION AT PETERSBURG, THENCE ABOUT 0.3 MILE
 FD0318'NORTHWEST ALONG STATE HIGHWAY 50, ABOUT 0.2 MILE NORTHWEST OF A
 FD0318'KRAFT FOOD PLANT ON NORTHEAST SIDE OF HIGHWAY, AT THE
 FD0318'NORTH CORNER OF A CULTIVATED FIELD, 146 FEET SOUTHEAST OF THE
 FD0318'CENTER OF THE SOUTHWEST END OF A 4-FOOT CONCRETE CULVERT UNDER
 FD0318'HIGHWAY, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FD0318'3 1/2 FEET SOUTHEAST OF A HIGHWAY R/W MARKER POST, 1 FOOT NORTHEAST
 FD0318'OF A FENCE LINE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 FD0318'POST, 2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FD0318'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0314 ***********************************************************************
 FD0314  DESIGNATION -  MLB 944
 FD0314  PID         -  FD0314
 FD0314  STATE/COUNTY-  TN/MARSHALL
 FD0314  USGS QUAD   -  PETERSBURG (1980)
 FD0314
 FD0314                         *CURRENT SURVEY CONTROL
 FD0314  ___________________________________________________________________
 FD0314* NAD 83(1986)-  35 21 29.     (N)    086 41 05.     (W)     SCALED    
 FD0314* NAVD 88     -       245.334  (meters)     804.90   (feet)  ADJUSTED  
 FD0314  ___________________________________________________________________
 FD0314  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0314  DYNAMIC HT  -         245.107 (meters)     804.16  (feet)  COMP
 FD0314  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FD0314
 FD0314  VERT ORDER  -  FIRST     CLASS II
 FD0314
 FD0314.The horizontal coordinates were scaled from a topographic map and have
 FD0314.an estimated accuracy of +/- 6 seconds.
 FD0314
 FD0314.The orthometric height was determined by differential leveling
 FD0314.and adjusted by the National Geodetic Survey in June 1991..
 FD0314
 FD0314.The geoid height was determined by GEOID03.
 FD0314
 FD0314.The dynamic height is computed by dividing the NAVD 88
 FD0314.geopotential number by the normal gravity value computed on the
 FD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0314.degrees latitude (g = 980.6199 gals.).
 FD0314
 FD0314.The modeled gravity was interpolated from observed gravity values.
 FD0314
 FD0314;                    North         East    Units  Estimated Accuracy
 FD0314;SPC TN       -   113,910.      537,770.      MT  (+/- 180 meters Scaled)
 FD0314
 FD0314                          SUPERSEDED SURVEY CONTROL
 FD0314
 FD0314  NGVD 29 (??/??/92)  245.306  (m)          804.81   (f) ADJ UNCH    1 2
 FD0314
 FD0314.Superseded values are not recommended for survey control.
 FD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0314.See file dsdata.txt to determine how the superseded data were derived.
 FD0314
 FD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE286127(NAD 83)
 FD0314_MARKER: DD = SURVEY DISK
 FD0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0314_STAMPING: MLB 944 1946
 FD0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0314+STABILITY: SURFACE MOTION
 FD0314
 FD0314  HISTORY     - Date     Condition        Report By
 FD0314  HISTORY     - 1946     MONUMENTED       TVA
 FD0314  HISTORY     - 1949     GOOD             NGS
 FD0314
 FD0314                          STATION DESCRIPTION
 FD0314
 FD0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0314'4.1 MI NW FROM PETERSBURG.
 FD0314'4.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0314'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT TALLEY, ABOUT
 FD0314'0.15 MILE NORTHWEST OF THE ROAD CROSSING, 210 FEET NORTHWEST OF
 FD0314'THE NORTH CORNER OF THE R.B. CONRAD STORE BUILDING, 105 FEET
 FD0314'SOUTHWEST AND ACROSS STATE HIGHWAY 50 FROM THE SOUTHWEST RAIL,
 FD0314'44 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 50, 1.3
 FD0314'FEET NORTHWEST OF TELEPHONE POLE NO. 2582, 1 FOOT SOUTHWEST OF A
 FD0314'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND
 FD0314'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0163 ***********************************************************************
 FD0163  DESIGNATION -  MLB 980
 FD0163  PID         -  FD0163
 FD0163  STATE/COUNTY-  TN/LINCOLN
 FD0163  USGS QUAD   -  HUNTLAND (1972)
 FD0163
 FD0163                         *CURRENT SURVEY CONTROL
 FD0163  ___________________________________________________________________
 FD0163* NAD 83(1986)-  35 00 23.     (N)    086 22 01.     (W)     SCALED    
 FD0163* NAVD 88     -       284.268  (meters)     932.64   (feet)  ADJUSTED  
 FD0163  ___________________________________________________________________
 FD0163  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0163  DYNAMIC HT  -         283.986 (meters)     931.71  (feet)  COMP
 FD0163  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 FD0163
 FD0163  VERT ORDER  -  FIRST     CLASS II
 FD0163
 FD0163.The horizontal coordinates were scaled from a topographic map and have
 FD0163.an estimated accuracy of +/- 6 seconds.
 FD0163
 FD0163.The orthometric height was determined by differential leveling
 FD0163.and adjusted by the National Geodetic Survey in June 1991..
 FD0163
 FD0163.The geoid height was determined by GEOID03.
 FD0163
 FD0163.The dynamic height is computed by dividing the NAVD 88
 FD0163.geopotential number by the normal gravity value computed on the
 FD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0163.degrees latitude (g = 980.6199 gals.).
 FD0163
 FD0163.The modeled gravity was interpolated from observed gravity values.
 FD0163
 FD0163;                    North         East    Units  Estimated Accuracy
 FD0163;SPC TN       -    74,740.      566,500.      MT  (+/- 180 meters Scaled)
 FD0163
 FD0163                          SUPERSEDED SURVEY CONTROL
 FD0163
 FD0163  NGVD 29 (??/??/92)  284.228  (m)          932.50   (f) ADJ UNCH    1 2
 FD0163
 FD0163.Superseded values are not recommended for survey control.
 FD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0163.See file dsdata.txt to determine how the superseded data were derived.
 FD0163
 FD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED577739(NAD 83)
 FD0163_MARKER: DD = SURVEY DISK
 FD0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0163_STAMPING: MLB 980 TVA 1949
 FD0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0163+STABILITY: SURFACE MOTION
 FD0163
 FD0163  HISTORY     - Date     Condition        Report By
 FD0163  HISTORY     - 1949     MONUMENTED       TVA
 FD0163
 FD0163                          STATION DESCRIPTION
 FD0163
 FD0163'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FD0163'0.8 MI SW FROM ELORA.
 FD0163'0.75 MILE SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0163'LOUIS RAILWAY FROM THE STATION AT ELORA, ABOUT 125 FEET
 FD0163'SOUTH-SOUTHEAST AND ACROSS THE TRACK AND HIGHWAY FROM THE
 FD0163'SOUTH CORNER OF A SMALL FARM HOUSE, 70.5 FEET SOUTHEAST AND
 FD0163'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 25.3 FEET
 FD0163'SOUTHEAST OF THE SOUTHEAST RAIL, 9.6 FEET SOUTHEAST OF POLE NO.
 FD0163'22/15, 10.6 FEET NORTHWEST OF AN 18-INCH PIN OAK TREE, ABOUT 3
 FD0163'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0163'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1333 ***********************************************************************
 GC1333  DESIGNATION -  MM 3
 GC1333  PID         -  GC1333
 GC1333  STATE/COUNTY-  TN/CHEATHAM
 GC1333  USGS QUAD   -  WHITE BLUFF (1983)
 GC1333
 GC1333                         *CURRENT SURVEY CONTROL
 GC1333  ___________________________________________________________________
 GC1333* NAD 83(1986)-  36 05 42.     (N)    087 08 59.     (W)     SCALED    
 GC1333* NAVD 88     -       169.644  (meters)     556.57   (feet)  ADJUSTED  
 GC1333  ___________________________________________________________________
 GC1333  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC1333  DYNAMIC HT  -         169.500 (meters)     556.10  (feet)  COMP
 GC1333  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GC1333
 GC1333  VERT ORDER  -  FIRST     CLASS II
 GC1333
 GC1333.The horizontal coordinates were scaled from a topographic map and have
 GC1333.an estimated accuracy of +/- 6 seconds.
 GC1333
 GC1333.The orthometric height was determined by differential leveling
 GC1333.and adjusted by the National Geodetic Survey in June 1991..
 GC1333
 GC1333.The geoid height was determined by GEOID03.
 GC1333
 GC1333.The dynamic height is computed by dividing the NAVD 88
 GC1333.geopotential number by the normal gravity value computed on the
 GC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1333.degrees latitude (g = 980.6199 gals.).
 GC1333
 GC1333.The modeled gravity was interpolated from observed gravity values.
 GC1333
 GC1333;                    North         East    Units  Estimated Accuracy
 GC1333;SPC TN       -   196,060.      496,470.      MT  (+/- 180 meters Scaled)
 GC1333
 GC1333                          SUPERSEDED SURVEY CONTROL
 GC1333
 GC1333  NGVD 29 (??/??/92)  169.666  (m)          556.65   (f) ADJ UNCH    1 2
 GC1333
 GC1333.Superseded values are not recommended for survey control.
 GC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1333.See file dsdata.txt to determine how the superseded data were derived.
 GC1333
 GC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE865944(NAD 83)
 GC1333_MARKER: DD = SURVEY DISK
 GC1333_SETTING: 66 = SET IN ROCK OUTCROP
 GC1333_SP_SET: BEDROCK
 GC1333_STAMPING: MM 3 1930 556.912
 GC1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1333+STABILITY: POSITION/ELEVATION WELL
 GC1333
 GC1333  HISTORY     - Date     Condition        Report By
 GC1333  HISTORY     - 1930     MONUMENTED       USGS
 GC1333  HISTORY     - 1948     GOOD             NGS
 GC1333
 GC1333                          STATION DESCRIPTION
 GC1333
 GC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1333'IN CRAGGIE HOPE.
 GC1333'AT CRAGGIE HOPE, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1333'RAILWAY, IN THE NORTHWEST ANGLE OF A ROAD CROSSING, IN THE TOP OF
 GC1333'A LEDGE OF BED ROCK IN FRONT OF H.O. PARKERS STOREN, 30.5 FEET
 GC1333'NORTH OF THE NORTH RAIL, 20 FEET NORTHEAST OF MILE POST 26, 13
 GC1333'FEET NORTH OF POLE 25+46, 17 FEET SOUTHEAST OF THE SOUTHWEST
 GC1333'CORNER OF THE STORE BUILDING, ABOUT LEVEL WITH THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7703 ***********************************************************************
 DG7703  CBN         -  This is a Cooperative Base Network Control Station.
 DG7703  DESIGNATION -  MNAA ARF
 DG7703  PID         -  DG7703
 DG7703  STATE/COUNTY-  TN/DAVIDSON
 DG7703  USGS QUAD   -  ANTIOCH (1983)
 DG7703
 DG7703                         *CURRENT SURVEY CONTROL
 DG7703  ___________________________________________________________________
 DG7703* NAD 83(1995)-  36 07 26.08035(N)    086 39 56.75784(W)     ADJUSTED  
 DG7703* NAVD 88     -       173.7    (meters)     570.     (feet)  GPS OBS   
 DG7703  ___________________________________________________________________
 DG7703  X           -     299,993.239 (meters)                     COMP
 DG7703  Y           -  -5,149,290.623 (meters)                     COMP
 DG7703  Z           -   3,739,391.457 (meters)                     COMP
 DG7703  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DG7703  ELLIP HEIGHT-         144.50  (meters)          (08/03/04) GPS OBS
 DG7703  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG7703
 DG7703  HORZ ORDER  -  A
 DG7703  ELLP ORDER  -  FOURTH    CLASS I
 DG7703
 DG7703.The horizontal coordinates were established by GPS observations
 DG7703.and adjusted by the National Geodetic Survey in August 2004..
 DG7703
 DG7703.The orthometric height was determined by GPS observations and a
 DG7703.high-resolution geoid model.
 DG7703
 DG7703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7703
 DG7703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7703
 DG7703.The ellipsoidal height was determined by GPS observations
 DG7703.and is referenced to NAD 83.
 DG7703
 DG7703.The geoid height was determined by GEOID03.
 DG7703
 DG7703;                    North         East     Units Scale Factor Converg.
 DG7703;SPC TN       -   198,867.899   540,068.913   MT  0.99996116   -0 23 23.2
 DG7703;SPC TN       -   652,452.43  1,771,876.09   sFT  0.99996116   -0 23 23.2
 DG7703;UTM  16      - 3,997,743.877   530,076.567   MT  0.99961115   +0 11 49.4
 DG7703
 DG7703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7703!SPC TN       -   0.99997732  x   0.99996116  =   0.99993848
 DG7703!UTM  16      -   0.99997732  x   0.99961115  =   0.99958848
 DG7703
 DG7703                          SUPERSEDED SURVEY CONTROL
 DG7703
 DG7703.No superseded survey control is available for this station.
 DG7703
 DG7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3007797744(NAD 83)
 DG7703_MARKER: DD = SURVEY DISK
 DG7703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7703_STAMPING: MNAA ARF
 DG7703_MARK LOGO: NASHAP
 DG7703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7703+STABILITY: SURFACE MOTION
 DG7703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7703+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7703
 DG7703  HISTORY     - Date     Condition        Report By
 DG7703  HISTORY     - 20031010 MONUMENTED       NASHAP
 DG7703
 DG7703                          STATION DESCRIPTION
 DG7703
 DG7703'DESCRIBED BY METRO NASHVILLE APT AUTH 2003 (MDF)
 DG7703'THE STATION IS LOCATED IN THE EAST, CENTER PORTION OF THE AIRPORT.
 DG7703' 
 DG7703'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7703'DRIVE,NASHVILLE, TN  37214.
 DG7703' 
 DG7703'TO REACH FROM THE INTERSECTION OF MURFREESBORO ROAD AND DONELSON PIKE,
 DG7703'PROCEED NORTH ON DONELSON PIKE.  AT THE INTERSECTION OF DONELSON PIKE
 DG7703'AND HANGER LANE TURN LEFT ONTO HANGER LANE.  AT THE INTERSECTION OF
 DG7703'HANGER LANE AND AIR SERVICE DR TURN RIGHT.  THE STATION IS NEAR THE
 DG7703'NORTHEAST CORNER OF THE AAARF BUILDING.  THE STATION IS INDICATED WITH
 DG7703'A FIBERGLASS WITNESS POST ADJACENT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1872 ***********************************************************************
 FC1872  DESIGNATION -  MOCCASIN
 FC1872  PID         -  FC1872
 FC1872  STATE/COUNTY-  TN/HAMILTON
 FC1872  USGS QUAD   -  CHATTANOOGA (1976)
 FC1872
 FC1872                         *CURRENT SURVEY CONTROL
 FC1872  ___________________________________________________________________
 FC1872* NAD 83(1995)-  35 01 46.21552(N)    085 19 47.61080(W)     ADJUSTED  
 FC1872* NAVD 88     -       260.9    (meters)     856.     (feet)  VERTCON   
 FC1872  ___________________________________________________________________
 FC1872  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FC1872  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FC1872
 FC1872  HORZ ORDER  -  SECOND
 FC1872
 FC1872.The horizontal coordinates were established by classical geodetic methods
 FC1872.and adjusted by the National Geodetic Survey in April 1999..
 FC1872
 FC1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1872
 FC1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1872
 FC1872.The geoid height was determined by GEOID03.
 FC1872
 FC1872;                    North         East     Units Scale Factor Converg.
 FC1872;SPC TN       -    77,450.886   661,153.326   MT  1.00004623   +0 23 32.3
 FC1872;SPC TN       -   254,103.45  2,169,133.87   sFT  1.00004623   +0 23 32.3
 FC1872;UTM  16      - 3,877,589.740   652,352.826   MT  0.99988607   +0 57 31.8
 FC1872
 FC1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1872!SPC TN       -   0.99996370  x   1.00004623  =   1.00000993
 FC1872!UTM  16      -   0.99996370  x   0.99988607  =   0.99984977
 FC1872
 FC1872:                Primary Azimuth Mark                     Grid Az
 FC1872:SPC TN       -  CHATTANOOGA FIRST METH CHURCH            045 25 39.6
 FC1872:UTM  16      -  CHATTANOOGA FIRST METH CHURCH            044 51 40.1
 FC1872
 FC1872|---------------------------------------------------------------------|
 FC1872| PID    Reference Object                     Distance      Geod. Az  |
 FC1872|                                                           dddmmss.s |
 FC1872| FC1862 CHATTANOOGA FIRST METH CHURCH       APPROX. 2.9 KM 0454911.9 |
 FC1872| FC1632 MOCCASIN AZ MK                                     0834644.5 |
 FC1872| CG6960 MOCCASIN RM 1                        20.948 METERS 13902     |
 FC1872| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 4.4 KM 1594538.1 |
 FC1872| CG6961 MOCCASIN RM 2                        21.545 METERS 23117     |
 FC1872| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 5.5 KM 3215115.2 |
 FC1872| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX.11.1 KM 3580912.3 |
 FC1872|---------------------------------------------------------------------|
 FC1872
 FC1872                          SUPERSEDED SURVEY CONTROL
 FC1872
 FC1872  NAD 83(1995)-  35 01 46.21596(N)    085 19 47.61075(W) AD(       ) 2
 FC1872  NAD 83(1995)-  35 01 46.21600(N)    085 19 47.61325(W) AD(       ) 2
 FC1872  NAD 83(1995)-  35 01 46.21673(N)    085 19 47.61124(W) AD(       ) 2
 FC1872  NAD 83(1986)-  35 01 46.21696(N)    085 19 47.61093(W) AD(       ) 2
 FC1872  NAD 27      -  35 01 45.95190(N)    085 19 47.76180(W) AD(       ) 2
 FC1872  NGVD 29 (07/19/86)  260.9    (m)          856.     (f) VERT ANG       
 FC1872
 FC1872.Superseded values are not recommended for survey control.
 FC1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1872.See file dsdata.txt to determine how the superseded data were derived.
 FC1872
 FC1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5235377590(NAD 83)
 FC1872_MARKER: DE = TRAVERSE STATION DISK
 FC1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1872
 FC1872  HISTORY     - Date     Condition        Report By
 FC1872  HISTORY     - 1962     MONUMENTED       CGS
 FC1872
 FC1872                          STATION DESCRIPTION
 FC1872
 FC1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1872'THE STATION IS LOCATED ON THE PROPERTY OF THE MOCCASIN BEND
 FC1872'PSYCHIATRIC HOSPITAL, ABOUT 2 MILES SOUTHWEST OF THE BUSINESS
 FC1872'DISTRICT OF CHATTANOOGA, 0.3 MILE NORTH OF THE HOSPITAL AND ON THE
 FC1872'TOE OF MOCCASIN BEND.
 FC1872'
 FC1872'TO REACH THE STATION FROM THE SIGN, MOCCASIN BEND PSYCHIATRIC
 FC1872'HOSPITAL AT THE HOSPITAL ENTRANCE, GO SOUTHERLY ON A HARD
 FC1872'SURFACE ROAD TOWARD THE HOSPITAL FOR 0.4 MILE TO A DIM FORK JUST
 FC1872'BEFORE REACHING THE HOSPITAL, KEEP LEFT ON AN OILED ROAD FOR 0.3
 FC1872'MILE TO A DIM FORK, KEEP RIGHT ON A TRACK ROAD AND GO 0.45 MILE TO
 FC1872'THE END OF THE TRACK ROAD NEAR THE SUMMIT, A MOUND OF DIRT AND THE
 FC1872'STATION.
 FC1872'
 FC1872'THE STATION MARK IS 30 FEET SOUTH OF A MOUND OF DIRT AND 2.8 FEET
 FC1872'SOUTH OF A METAL WITNESS POST. IT IS A STANDARD TRAVERSE DISK
 FC1872'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND IS
 FC1872'STAMPED MOCCASIN 1962.
 FC1872'
 FC1872'REFERENCE MARK NO. 1 IS 4 FEET SOUTHWEST OF A 20-INCH OAK TREE AND
 FC1872'SET ON THE SOUTHEAST SLOPE OF HILL WHICH IS ABOUT 5 FEET LOWER THAN
 FC1872'THE STATION ELEVATION.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1872'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED MOCCASIN NO
 FC1872'1 1962.
 FC1872'
 FC1872'REFERENCE MARK NO. 2 IS 13 FEET WEST OF A 12-INCH PINE TREE AND SET
 FC1872'ON THE SOUTHWEST SLOPE OF HILL WHICH IS ABOUT 6 FEET LOWER THAN
 FC1872'THE STATION ELEVATION.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1872'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED MOCCASIN NO
 FC1872'2 1962.
 FC1872'
 FC1872'THE AZIMUTH MARK IS ON THE SOUTH OVERPASS WHICH CROSSES OVER U.S.
 FC1872'HIGHWAY 11 AND BROAD STREET BETWEEN 21ST AND 25TH STREET, 40
 FC1872'FEET NORTHWEST OF THE MEDIAN, 1.4 FEET SOUTH OF THE HEAD WALL AND SET
 FC1872'AT THE NORTHWEST CORNER OF THE OVERPASS.  IT IS A STANDARD
 FC1872'DISK CEMENTED IN A DRILLED HOLE IN THE CONCRETE WALK-WAY OF OVERPASS,
 FC1872'FLUSH AND IS STAMPED MOCCASIN 1962.
 FC1872'
 FC1872'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1632 ***********************************************************************
 FC1632  DESIGNATION -  MOCCASIN AZ MK
 FC1632  PID         -  FC1632
 FC1632  STATE/COUNTY-  TN/HAMILTON
 FC1632  USGS QUAD   -  CHATTANOOGA (1976)
 FC1632
 FC1632                         *CURRENT SURVEY CONTROL
 FC1632  ___________________________________________________________________
 FC1632* NAD 83(1986)-  35 01 50.     (N)    085 18 54.     (W)     SCALED    
 FC1632* NAVD 88     -       210.193  (meters)     689.61   (feet)  ADJUSTED  
 FC1632  ___________________________________________________________________
 FC1632  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1632  DYNAMIC HT  -         209.985 (meters)     688.93  (feet)  COMP
 FC1632  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC1632
 FC1632  VERT ORDER  -  FIRST     CLASS II
 FC1632
 FC1632.The horizontal coordinates were scaled from a topographic map and have
 FC1632.an estimated accuracy of +/- 6 seconds.
 FC1632
 FC1632.The orthometric height was determined by differential leveling
 FC1632.and adjusted by the National Geodetic Survey in June 1991..
 FC1632
 FC1632.The geoid height was determined by GEOID03.
 FC1632
 FC1632.The dynamic height is computed by dividing the NAVD 88
 FC1632.geopotential number by the normal gravity value computed on the
 FC1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1632.degrees latitude (g = 980.6199 gals.).
 FC1632
 FC1632.The modeled gravity was interpolated from observed gravity values.
 FC1632
 FC1632;                    North         East    Units  Estimated Accuracy
 FC1632;SPC TN       -    77,580.      662,510.      MT  (+/- 180 meters Scaled)
 FC1632
 FC1632                          SUPERSEDED SURVEY CONTROL
 FC1632
 FC1632.No superseded survey control is available for this station.
 FC1632
 FC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537777(NAD 83)
 FC1632_MARKER: DZ = AZIMUTH MARK DISK
 FC1632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1632_SP_SET: BRIDGE OVERPASS
 FC1632_STAMPING: MOCCASIN 1962
 FC1632_MARK LOGO: CGS   
 FC1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1632
 FC1632  HISTORY     - Date     Condition        Report By
 FC1632  HISTORY     - 1962     MONUMENTED       CGS
 FC1632  HISTORY     - 1983     GOOD             NGS
 FC1632
 FC1632                          STATION DESCRIPTION
 FC1632
 FC1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1632'IN CHATTANOOGA.
 FC1632'IN CHATTANOOGA, AT THE SOUTH INTERSTATE HIGHWAY 24 OVERPASS WHICH
 FC1632'CROSSES OVER U.S. HIGHWAY 11 (BROAD STREET), SET AT THE NORTHWEST
 FC1632'CORNER OF THE OVERPASS, IN THE WALKWAY, 12.19 METERS (40.0 FT)
 FC1632'NORTHWEST OF THE MEDIAN, AND 0.43 METERS (1.4 FT) SOUTH OF THE
 FC1632'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0800 ***********************************************************************
 GB0800  DESIGNATION -  MOCK
 GB0800  PID         -  GB0800
 GB0800  STATE/COUNTY-  TN/ANDERSON
 GB0800  USGS QUAD   -  POWELL (1976)
 GB0800
 GB0800                         *CURRENT SURVEY CONTROL
 GB0800  ___________________________________________________________________
 GB0800* NAD 83(1995)-  36 00 30.92304(N)    084 00 24.18724(W)     ADJUSTED  
 GB0800* NAVD 88     -       369.596  (meters)    1212.58   (feet)  ADJUSTED  
 GB0800  ___________________________________________________________________
 GB0800  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GB0800  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0800  DYNAMIC HT  -         369.249 (meters)    1211.44  (feet)  COMP
 GB0800  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB0800
 GB0800  HORZ ORDER  -  SECOND
 GB0800  VERT ORDER  -  SECOND    CLASS 0
 GB0800
 GB0800.The horizontal coordinates were established by classical geodetic methods
 GB0800.and adjusted by the National Geodetic Survey in April 1999..
 GB0800
 GB0800.The orthometric height was determined by differential leveling
 GB0800.and adjusted by the National Geodetic Survey in June 1991..
 GB0800
 GB0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0800
 GB0800.The geoid height was determined by GEOID03.
 GB0800
 GB0800.The dynamic height is computed by dividing the NAVD 88
 GB0800.geopotential number by the normal gravity value computed on the
 GB0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0800.degrees latitude (g = 980.6199 gals.).
 GB0800
 GB0800.The modeled gravity was interpolated from observed gravity values.
 GB0800
 GB0800;                    North         East     Units Scale Factor Converg.
 GB0800;SPC TN       -   187,698.359   779,681.238   MT  0.99995302   +1 10 01.0
 GB0800;SPC TN       -   615,807.03  2,558,004.20   sFT  0.99995302   +1 10 01.0
 GB0800;UTM  16      - 3,989,046.454   769,786.275   MT  1.00049694   +1 45 39.0
 GB0800;UTM  17      - 3,989,083.781   229,002.262   MT  1.00050501   -1 46 07.5
 GB0800
 GB0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0800!SPC TN       -   0.99994682  x   0.99995302  =   0.99989984
 GB0800!UTM  16      -   0.99994682  x   1.00049694  =   1.00044373
 GB0800!UTM  17      -   0.99994682  x   1.00050501  =   1.00045180
 GB0800
 GB0800:                Primary Azimuth Mark                     Grid Az
 GB0800:SPC TN       -  MOCK AZ MK                               069 50 02.7
 GB0800:UTM  16      -  MOCK AZ MK                               069 14 24.7
 GB0800:UTM  17      -  MOCK AZ MK                               072 46 11.2
 GB0800
 GB0800|---------------------------------------------------------------------|
 GB0800| PID    Reference Object                     Distance      Geod. Az  |
 GB0800|                                                           dddmmss.s |
 GB0800| GB0802 MOCK AZ MK                                         0710003.7 |
 GB0800| GB0801 MOCK RM 1                            12.298 METERS 08017     |
 GB0800| GB0799 MOCK RM 2                            18.619 METERS 25609     |
 GB0800| GB2545 NOE                                 APPROX. 2.4 KM 2674212.9 |
 GB0800|---------------------------------------------------------------------|
 GB0800
 GB0800                          SUPERSEDED SURVEY CONTROL
 GB0800
 GB0800  NAD 83(1995)-  36 00 30.92971(N)    084 00 24.18570(W) AD(       ) 2
 GB0800  NAD 83(1995)-  36 00 30.92963(N)    084 00 24.18574(W) AD(       ) 2
 GB0800  NAD 83(1986)-  36 00 30.93581(N)    084 00 24.18384(W) AD(       ) 2
 GB0800  NAD 27      -  36 00 30.64366(N)    084 00 24.50807(W) AD(       ) 2
 GB0800  NGVD 29 (??/??/92)  369.722  (m)         1213.00   (f) ADJ UNCH    2 0
 GB0800
 GB0800.Superseded values are not recommended for survey control.
 GB0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0800.See file dsdata.txt to determine how the superseded data were derived.
 GB0800
 GB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6978689046(NAD 83)
 GB0800_MARKER: DD = SURVEY DISK
 GB0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0800_STAMPING: MOCK 1964
 GB0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0800+STABILITY: SURFACE MOTION
 GB0800
 GB0800  HISTORY     - Date     Condition        Report By
 GB0800  HISTORY     - 1964     MONUMENTED       TNHD
 GB0800  HISTORY     - 1965     GOOD             TNHD
 GB0800  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GB0800
 GB0800                          STATION DESCRIPTION
 GB0800
 GB0800'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0800'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KNOXVILLE AND 9-1/2
 GB0800'MILES SOUTHWEST OF
 GB0800'CLINTON.
 GB0800'
 GB0800'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE
 GB0800'SOUTHWEST ON U.S.  HIGHWAY
 GB0800'25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0800'AND GO 11.5 MILES SOUTHEAST ON
 GB0800'U.S.  HIGHWAY 25W TO THE STATION MARK
 GB0800'ON THE RIGHT.
 GB0800'
 GB0800'THE STATION MARK IS 37 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GB0800'HIGHWAY 25W, 1.7 FEET
 GB0800'NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF A
 GB0800'HIGHWAY SIGN.  THE SURFACE AND
 GB0800'UNDERGROUND MARKS ARE STANDARD
 GB0800'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0800'ARE STAMPED MOCK
 GB0800'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0800'THE SURFACE DISK
 GB0800'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0800'MONUMENT.
 GB0800'
 GB0800'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE APPROXIMATE CENTEROF
 GB0800'U.S.  HIGHWAY 25W
 GB0800'AND 2 FEET NORTH OF A UTILITY POLE.  IT IS A STANDARD
 GB0800'TENNESSEE HIGHWAY DEPARTMENT
 GB0800'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0800'CONCRETE MONUMENT AND THE DISK IS STAMPED MOCK
 GB0800'RM-1 1964.
 GB0800'
 GB0800'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0800'U.S.  HIGHWAY 25W, 13
 GB0800'FEET NORTH OF THE NORTHEAST CORNER OF THE MOCKING
 GB0800'BIRD COURT AND 4 FEET NORTH OF
 GB0800'UTILITY POLE NO.  S 105.  IT IS A
 GB0800'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0800'A 10-INCH SQUARE,
 GB0800'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MOCK RM-2 1964.
 GB0800'
 GB0800'THE AZIMUTH MARK IS 58 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB0800'WEST BOUND LANE OF U.S.
 GB0800'HIGHWAY 25W, 13 FEET EAST OF THE APPROXIMATE CENTER OF
 GB0800'A GRAVELED ROAD, 1.5 FEET SOUTH
 GB0800'OF A WITNESS POST AND 1.3 FEET WEST
 GB0800'OF A POWER LINE RIGHT-OF-WAY MARKER.  IT IS A
 GB0800'STANDARD TENNESSEE
 GB0800'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0800'MONUMENT AND
 GB0800'THE DISK IS STAMPED MOCK AZI 1964.
 GB0800'
 GB0800'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 GB0800'U.S.  HIGHWAY 25W
 GB0800'FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB0800'
 GB0800'THE TRIANGULATION INTERSECTION STATION WATE-TV MAST MAY BE USED AS AN
 GB0800'AZIMUTH MARK.  SEE
 GB0800'DESCRIPTION THEREOF.
 GB0800'
 GB0800'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0800'
 GB0800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0800
 GB0800                          STATION RECOVERY (1965)
 GB0800
 GB0800'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0800'12.1 MI SW FROM CLINTON.
 GB0800'FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE SOUTHWEST ON U.S.
 GB0800'HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT AND
 GB0800'GO 11.5 MILES SOUTHEASTERLY ON U.S. HIGHWAY 25W TO THE STATION
 GB0800'ON THE RIGHT.  THE STATION MARK IS 37 FEET SOUTH OF THE APPROXIMATE
 GB0800'CENTER OF U.S. HIGHWAY 25W, 1.7 FEET NORTHEAST OF A METAL
 GB0800'WITNESS POST WITH SIGN AND 1 FOOT NORTH OF A HIGHWAY SIGN.  THE
 GB0800'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0800'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0800'GROUND.
 GB0800
 GB0800                          STATION RECOVERY (1982)
 GB0800
 GB0800'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GB0800'MOCK 1964 SEARCHED FOR, NOT RECOVERED.  THE MARK HAS LIKELY BEEN
 GB0800'PAVED OVER WITH ASPHALT AS SOME CONSTRUCTION HAS OCCURRED IN THE AREA
 GB0800'SINCE THE LEVELING OF THE MARK.  THE CURRENT DESCRIPTION IDENTIFIES
 GB0800'THE COUNTY AS ANDERSON WHICH SHOULD BE LISTED AS KNOX (CITY
 GB0800'BLOCK 40100).
 GB0800'
 GB0800'MOCK AZI 1964 GOOD.  RECOVERED AS DESCRIBED AND NOTED HEREWITH--THE
 GB0800'DESCRIPTION SHOULD ALSO NOTE THE MARK IS ALSO LOCATED DIRECTLY UNDER
 GB0800'A T. V. A. HIGH TRANSMISSION POWER LINE.  ALSO, THE CURRENT
 GB0800'DESCRIPTION IDENTIFIES THE COUNTY AS ANDERSON WHICH IS INCORRECT
 GB0800'AND SHOULD BE LISTED AS KNOX (CITY BLOCK 39900).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0802 ***********************************************************************
 GB0802  DESIGNATION -  MOCK AZ MK
 GB0802  PID         -  GB0802
 GB0802  STATE/COUNTY-  TN/ANDERSON
 GB0802  USGS QUAD   -  POWELL (1976)
 GB0802
 GB0802                         *CURRENT SURVEY CONTROL
 GB0802  ___________________________________________________________________
 GB0802* NAD 83(1986)-  36 00 32.     (N)    084 00 17.     (W)     SCALED    
 GB0802* NAVD 88     -       365.235  (meters)    1198.28   (feet)  ADJUSTED  
 GB0802  ___________________________________________________________________
 GB0802  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0802  DYNAMIC HT  -         364.892 (meters)    1197.15  (feet)  COMP
 GB0802  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 GB0802
 GB0802  VERT ORDER  -  SECOND    CLASS 0
 GB0802
 GB0802.The horizontal coordinates were scaled from a topographic map and have
 GB0802.an estimated accuracy of +/- 6 seconds.
 GB0802
 GB0802.The orthometric height was determined by differential leveling
 GB0802.and adjusted by the National Geodetic Survey in June 1991..
 GB0802
 GB0802.The geoid height was determined by GEOID03.
 GB0802
 GB0802.The dynamic height is computed by dividing the NAVD 88
 GB0802.geopotential number by the normal gravity value computed on the
 GB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0802.degrees latitude (g = 980.6199 gals.).
 GB0802
 GB0802.The modeled gravity was interpolated from observed gravity values.
 GB0802
 GB0802;                    North         East    Units  Estimated Accuracy
 GB0802;SPC TN       -   187,740.      779,860.      MT  (+/- 180 meters Scaled)
 GB0802
 GB0802                          SUPERSEDED SURVEY CONTROL
 GB0802
 GB0802  NGVD 29 (??/??/??)  365.42   (m)         1198.9    (f) RESET       3  
 GB0802
 GB0802.Superseded values are not recommended for survey control.
 GB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0802.See file dsdata.txt to determine how the superseded data were derived.
 GB0802
 GB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE699890(NAD 83)
 GB0802_MARKER: DZ = AZIMUTH MARK DISK
 GB0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0802+STABILITY: SURFACE MOTION
 GB0802
 GB0802  HISTORY     - Date     Condition        Report By
 GB0802  HISTORY     - 1964     MONUMENTED       TNHD
 GB0802  HISTORY     - 1965     GOOD             TNHD
 GB0802
 GB0802                          STATION DESCRIPTION
 GB0802
 GB0802'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0802'12.2 MI SW FROM CLINTON.
 GB0802'FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE SOUTHWEST ON
 GB0802'U.S. HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61, TURN
 GB0802'LEFT AND GO 11.6 MILES SOUTHEASTERLY ON U.S. HIGHWAY 25W TO
 GB0802'THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS 58 FEET
 GB0802'NORTH OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF U.S.
 GB0802'HIGHWAY 25W, 13 FEET EAST OF THE APPROXIMATE CENTER OF A
 GB0802'GRAVELED ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 GB0802'AND 1.3 FEET WEST OF A POWER LINE RIGHT-OF-WAY MARKER.  THE
 GB0802'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0802'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0802'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2331 ***********************************************************************
 GB2331  DESIGNATION -  MOCK RESET
 GB2331  PID         -  GB2331
 GB2331  STATE/COUNTY-  TN/KNOX
 GB2331  USGS QUAD   -  POWELL (1976)
 GB2331
 GB2331                         *CURRENT SURVEY CONTROL
 GB2331  ___________________________________________________________________
 GB2331* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB2331* NAVD 88     -       369.64   (meters)    1212.7    (feet)  RESET     
 GB2331  ___________________________________________________________________
 GB2331  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2331
 GB2331  VERT ORDER  -  THIRD
 GB2331
 GB2331.The horizontal coordinates were scaled from a topographic map and have
 GB2331.an estimated accuracy of +/- 6 seconds.
 GB2331
 GB2331.The orthometric height was computed from unverified reset data.
 GB2331.No vertical observational check was made to the station.
 GB2331
 GB2331.The geoid height was determined by GEOID03.
 GB2331
 GB2331;                    North         East    Units  Estimated Accuracy
 GB2331;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB2331
 GB2331                          SUPERSEDED SURVEY CONTROL
 GB2331
 GB2331  NGVD 29 (10/12/01)  369.76   (m)         1213.1    (f) RESET       3  
 GB2331
 GB2331.Superseded values are not recommended for survey control.
 GB2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2331.See file dsdata.txt to determine how the superseded data were derived.
 GB2331
 GB2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB2331_MARKER: DS = TRIANGULATION STATION DISK
 GB2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2331_STAMPING: MOCK THD 1964 1982
 GB2331_MARK LOGO: NGS   
 GB2331_PROJECTION: FLUSH
 GB2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2331+STABILITY: SURFACE MOTION
 GB2331
 GB2331  HISTORY     - Date     Condition        Report By
 GB2331  HISTORY     - 1982     MONUMENTED       NGS
 GB2331  HISTORY     - 19820615 GOOD             NGS
 GB2331
 GB2331                          STATION DESCRIPTION
 GB2331
 GB2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2331'IN KNOXVILLE.
 GB2331'LOCATED IN THE 40100 BLOCK OF KNOXVILLE, ABOUT 4 MILES WEST OF
 GB2331'DOWNTOWN SECTION, 66.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB2331'THE MOCKING BIRD MOTEL (BRITTAIN APTS.) , 43.0 FEET NORTHEAST OF A
 GB2331'POWER POLE WITH A TRANSFORMER, AND 36.0 FEET SOUTH OF THE CENTERLINE
 GB2331'OF CLINTON HIGHWAY (U.S. HIGHWAY 25W) AND SURROUNDED BY PAVEMENT.
 GB2331
 GB2331                          STATION RECOVERY (1982)
 GB2331
 GB2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GB2331'THE UNDERGROUND STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE
 GB2331'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED
 GB2331'BY PAVING.  REFERENCE MARK 1 WAS NOT FOUND AND THOUGHT PAVED OVER OR
 GB2331'DESTROYED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 GB2331'BY 0.05 OF A FOOT, BUT THE DIRECTION CHECKED.  THE STATION WAS FOUND
 GB2331'TO BE IN KNOX INSTEAD OF ANDERSON COUNTY.  A NEW SURFACE STATION MARK
 GB2331'AND REFERENCE MARK 3 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GB2331' 
 GB2331'THE STATION IS LOCATED IN THE 40100 BLOCK OF KNOXVILLE, ABOUT 4 MILES
 GB2331'(6.4 KM) WEST OF DOWNTOWN, 66 FT (20.1 M) NORTHEAST OF THE NORTHEAST
 GB2331'CORNER OF THE BRITTAIN APTS (MOCKING BIRD MOTEL) , 43 FT (13.1 M)
 GB2331'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 36 FT (11.0 M) SOUTH OF
 GB2331'THE CENTERLINE OF CLINTON HIGHWAY (U.S HIGHWAY 25W) AND SURROUNDED BY
 GB2331'PAVEMENT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---MOCK THD
 GB2331'1964 1982---.
 GB2331' 
 GB2331'REFERENCE MARK NO 2 IS A STANDARD THD DISK SET IN TOP OF A SQUARE
 GB2331'CONCRETE POST FLUSH WITH THE GROUND, STAMPED--MOCK RM 2 1964--, 5 FT
 GB2331'(1.5 M) NORTH OF A POWER POLE 13 FT (4.0 M) NORTH OF THE NORTHEAST
 GB2331'CORNER OF THE MOTEL, 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF THE
 GB2331'HIGHWAY AND 4 FT (1.2 M) NORTHEAST OF A CONCRETE BLOCK RETAINING WALL.
 GB2331'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF A
 GB2331'CONCRETE SLAB STAMPED--MOCK THD 1964 NO 3 1982--, 44 FT (13.4 M) SOUTH
 GB2331'OF THE CENTERLINE OF THE HIGHWAY 11.5 FT (3.5 M) SOUTHWEST OF A POWER
 GB2331'POLE WITH A TRANSFORMER AND 5.6 FT (1.7 M) SOUTHEAST OF A METAL
 GB2331'COVERED WATER METERS.
 GB2331' 
 GB2331'THE AZIMUTH MARK IS A STANDARD THD DISK SET IN TOP OF A SQUARE
 GB2331'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---MOCK AZ 1 1964---,
 GB2331'13 FT (4.0 M) EAST OF THE CENTELINE OF A PAVED DRIVEWAY, 4 FT (1.2 M)
 GB2331'NORTH OF A WITNESS POST, 58 FT (17.7 M) NORTH OF THE CENTERLINE OF THE
 GB2331'WEST BOUND LANE OF THE HIGHWAY, 8 FT (2.4 M) SOUTH OF A CONCRETE
 GB2331'RIGHT-OF-WAY POST AND DIRECTLY UNDER A HIGH TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0801 ***********************************************************************
 GB0801  DESIGNATION -  MOCK RM 1
 GB0801  PID         -  GB0801
 GB0801  STATE/COUNTY-  TN/ANDERSON
 GB0801  USGS QUAD   -  POWELL (1976)
 GB0801
 GB0801                         *CURRENT SURVEY CONTROL
 GB0801  ___________________________________________________________________
 GB0801* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB0801* NAVD 88     -       369.388  (meters)    1211.90   (feet)  ADJUSTED  
 GB0801  ___________________________________________________________________
 GB0801  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0801  DYNAMIC HT  -         369.042 (meters)    1210.77  (feet)  COMP
 GB0801  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB0801
 GB0801  VERT ORDER  -  SECOND    CLASS 0
 GB0801
 GB0801.The horizontal coordinates were scaled from a topographic map and have
 GB0801.an estimated accuracy of +/- 6 seconds.
 GB0801
 GB0801.The orthometric height was determined by differential leveling
 GB0801.and adjusted by the National Geodetic Survey in June 1991..
 GB0801
 GB0801.The geoid height was determined by GEOID03.
 GB0801
 GB0801.The dynamic height is computed by dividing the NAVD 88
 GB0801.geopotential number by the normal gravity value computed on the
 GB0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0801.degrees latitude (g = 980.6199 gals.).
 GB0801
 GB0801.The modeled gravity was interpolated from observed gravity values.
 GB0801
 GB0801;                    North         East    Units  Estimated Accuracy
 GB0801;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB0801
 GB0801                          SUPERSEDED SURVEY CONTROL
 GB0801
 GB0801  NGVD 29 (??/??/92)  369.513  (m)         1212.31   (f) ADJ UNCH    2 0
 GB0801
 GB0801.Superseded values are not recommended for survey control.
 GB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0801.See file dsdata.txt to determine how the superseded data were derived.
 GB0801
 GB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB0801_MARKER: DR = REFERENCE MARK DISK
 GB0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0801_STAMPING: MOCK RM 1 1964
 GB0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0801+STABILITY: SURFACE MOTION
 GB0801
 GB0801  HISTORY     - Date     Condition        Report By
 GB0801  HISTORY     - 1964     MONUMENTED       TNHD
 GB0801  HISTORY     - 1965     GOOD             TNHD
 GB0801
 GB0801                          STATION DESCRIPTION
 GB0801
 GB0801'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0801'12.1 MI SW FROM CLINTON.
 GB0801'THE MARK IS LOCATED AT THE MOCK 1964 STATION SITE.  THE MARK IS
 GB0801'38 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W
 GB0801'AND 2 FEET NORTH OF A UTILITY POLE.  THE MARK IS A
 GB0801'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0801'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0799 ***********************************************************************
 GB0799  DESIGNATION -  MOCK RM 2
 GB0799  PID         -  GB0799
 GB0799  STATE/COUNTY-  TN/ANDERSON
 GB0799  USGS QUAD   -  POWELL (1976)
 GB0799
 GB0799                         *CURRENT SURVEY CONTROL
 GB0799  ___________________________________________________________________
 GB0799* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB0799* NAVD 88     -       370.132  (meters)    1214.34   (feet)  ADJUSTED  
 GB0799  ___________________________________________________________________
 GB0799  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0799  DYNAMIC HT  -         369.785 (meters)    1213.20  (feet)  COMP
 GB0799  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB0799
 GB0799  VERT ORDER  -  SECOND    CLASS 0
 GB0799
 GB0799.The horizontal coordinates were scaled from a topographic map and have
 GB0799.an estimated accuracy of +/- 6 seconds.
 GB0799
 GB0799.The orthometric height was determined by differential leveling
 GB0799.and adjusted by the National Geodetic Survey in June 1991..
 GB0799
 GB0799.The geoid height was determined by GEOID03.
 GB0799
 GB0799.The dynamic height is computed by dividing the NAVD 88
 GB0799.geopotential number by the normal gravity value computed on the
 GB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0799.degrees latitude (g = 980.6199 gals.).
 GB0799
 GB0799.The modeled gravity was interpolated from observed gravity values.
 GB0799
 GB0799;                    North         East    Units  Estimated Accuracy
 GB0799;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB0799
 GB0799                          SUPERSEDED SURVEY CONTROL
 GB0799
 GB0799  NGVD 29 (??/??/92)  370.257  (m)         1214.75   (f) ADJ UNCH    2 0
 GB0799
 GB0799.Superseded values are not recommended for survey control.
 GB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0799.See file dsdata.txt to determine how the superseded data were derived.
 GB0799
 GB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB0799_MARKER: DR = REFERENCE MARK DISK
 GB0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0799_STAMPING: MOCK RM-2 1964
 GB0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0799+STABILITY: SURFACE MOTION
 GB0799
 GB0799  HISTORY     - Date     Condition        Report By
 GB0799  HISTORY     - 1964     MONUMENTED       TNHD
 GB0799  HISTORY     - 1965     GOOD             TNHD
 GB0799
 GB0799                          STATION DESCRIPTION
 GB0799
 GB0799'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0799'12.1 MI SW FROM CLINTON.
 GB0799'THE MARK IS LOCATED AT THE MOCK 1964 STATION SITE.  THE MARK
 GB0799'IS 37 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W,
 GB0799'13 FEET NORTH OF THE NORTHEAST CORNER OF THE MOCKING BIRD COURT
 GB0799'AND 4 FEET NORTH OF UTILITY POLE NO. S 105.  THE MARK IS A
 GB0799'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0799'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2332 ***********************************************************************
 GB2332  DESIGNATION -  MOCK RM 3
 GB2332  PID         -  GB2332
 GB2332  STATE/COUNTY-  TN/KNOX
 GB2332  USGS QUAD   -  POWELL (1976)
 GB2332
 GB2332                         *CURRENT SURVEY CONTROL
 GB2332  ___________________________________________________________________
 GB2332* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB2332* NAVD 88     -       369.56   (meters)    1212.5    (feet)  RESET     
 GB2332  ___________________________________________________________________
 GB2332  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2332
 GB2332  VERT ORDER  -  THIRD
 GB2332
 GB2332.The horizontal coordinates were scaled from a topographic map and have
 GB2332.an estimated accuracy of +/- 6 seconds.
 GB2332
 GB2332.The orthometric height was computed from unverified reset data.
 GB2332.No vertical observational check was made to the station.
 GB2332
 GB2332.The geoid height was determined by GEOID03.
 GB2332
 GB2332;                    North         East    Units  Estimated Accuracy
 GB2332;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB2332
 GB2332                          SUPERSEDED SURVEY CONTROL
 GB2332
 GB2332  NGVD 29 (10/12/01)  369.68   (m)         1212.9    (f) RESET       3  
 GB2332
 GB2332.Superseded values are not recommended for survey control.
 GB2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2332.See file dsdata.txt to determine how the superseded data were derived.
 GB2332
 GB2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB2332_MARKER: DR = REFERENCE MARK DISK
 GB2332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2332_SP_SET: SLAB
 GB2332_STAMPING: MOCK THD 1964 NO 3 1982
 GB2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2332
 GB2332  HISTORY     - Date     Condition        Report By
 GB2332  HISTORY     - 1982     MONUMENTED       NGS
 GB2332
 GB2332                          STATION DESCRIPTION
 GB2332
 GB2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2332'IN KNOXVILLE.
 GB2332'LOCATED IN THE 40100 BLOCK OF KNOXVILLE, ABOUT 4 MILES WEST OF
 GB2332'DOWNTOWN, IN TOP OF A CONCRETE SLAB, 44.0 FEET SOUTH OF THE
 GB2332'CENTERLINE OF CLINTON HIGHWAY (U.S. HIGHWAY 25W), 11.5 FEET
 GB2332'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 5.6 FEET
 GB2332'SOUTHEAST OF A METAL COVERED WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1407 ***********************************************************************
 FD1407  DESIGNATION -  MODEL
 FD1407  PID         -  FD1407
 FD1407  STATE/COUNTY-  TN/COFFEE
 FD1407  USGS QUAD   -  NOAH (1976)
 FD1407
 FD1407                         *CURRENT SURVEY CONTROL
 FD1407  ___________________________________________________________________
 FD1407* NAD 83(1995)-  35 32 29.12313(N)    086 12 54.20159(W)     ADJUSTED  
 FD1407* NAVD 88     -       362.3    (meters)    1189.     (feet)  VERTCON   
 FD1407  ___________________________________________________________________
 FD1407  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FD1407  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD1407
 FD1407  HORZ ORDER  -  SECOND
 FD1407
 FD1407.The horizontal coordinates were established by classical geodetic methods
 FD1407.and adjusted by the National Geodetic Survey in April 1999..
 FD1407
 FD1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1407
 FD1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1407
 FD1407.The geoid height was determined by GEOID03.
 FD1407
 FD1407;                    North         East     Units Scale Factor Converg.
 FD1407;SPC TN       -   134,058.039   580,498.892   MT  0.99996137   -0 07 33.2
 FD1407;SPC TN       -   439,822.08  1,904,520.11   sFT  0.99996137   -0 07 33.2
 FD1407;UTM  16      - 3,933,370.844   571,153.166   MT  0.99966239   +0 27 22.7
 FD1407
 FD1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1407!SPC TN       -   0.99994763  x   0.99996137  =   0.99990900
 FD1407!UTM  16      -   0.99994763  x   0.99966239  =   0.99961004
 FD1407
 FD1407|---------------------------------------------------------------------|
 FD1407| PID    Reference Object                     Distance      Geod. Az  |
 FD1407|                                                           dddmmss.s |
 FD1407| CG6963 MODEL RM 1                           61.250 METERS 07747     |
 FD1407| CG6964 MODEL RM 2 AZIMUTH                                 09710     |
 FD1407| CG6962 MODEL AZ MK                                        1064532.5 |
 FD1407| FD1429 AIRWAY BEACON 16                    APPROX.21.3 KM 1181756.7 |
 FD1407| FD1426 MANCHESTER WHITE WATER TANK         APPROX.13.1 KM 1182831.7 |
 FD1407| CG6966 MODEL RM 4                           30.901 METERS 13137     |
 FD1407| CG6965 MODEL RM 3                           36.866 METERS 19450     |
 FD1407| CG6967 MODEL RM 5                           37.804 METERS 24412     |
 FD1407|---------------------------------------------------------------------|
 FD1407
 FD1407                          SUPERSEDED SURVEY CONTROL
 FD1407
 FD1407  NAD 83(1995)-  35 32 29.12974(N)    086 12 54.20232(W) AD(       ) 2
 FD1407  NAD 83(1986)-  35 32 29.13364(N)    086 12 54.20013(W) AD(       ) 2
 FD1407  NAD 27      -  35 32 28.86700(N)    086 12 54.22600(W) AD(       ) 2
 FD1407  NGVD 29 (07/19/86)  362.3    (m)         1189.     (f) VERT ANG       
 FD1407
 FD1407.Superseded values are not recommended for survey control.
 FD1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1407.See file dsdata.txt to determine how the superseded data were derived.
 FD1407
 FD1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7115333371(NAD 83)
 FD1407_MARKER: DS = TRIANGULATION STATION DISK
 FD1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1407
 FD1407  HISTORY     - Date     Condition        Report By
 FD1407  HISTORY     - 1934     MONUMENTED       CGS
 FD1407  HISTORY     - 1960     GOOD             CGS
 FD1407  HISTORY     - 20060702 MARK NOT FOUND   GEOCAC
 FD1407
 FD1407                          STATION DESCRIPTION
 FD1407
 FD1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1407'ABOUT 6 MILES SOUTH-SOUTHEAST OF BEECH GROVE, 8.5 MILES
 FD1407'WEST-NORTHWEST OF
 FD1407'MANCHESTER, IN YARD OF SIXTEENTH MODEL SCHOOL, 32.5
 FD1407'FEET EAST OF SOUTHEAST CORNER OF
 FD1407'SCHOOLHOUSE, 137 FEET NORTH OF
 FD1407'CENTER LINE OF DIRT ROAD, AND 35 FEET SOUTH OF
 FD1407'10-INCH MAPLE TREE.
 FD1407'TO REACH FROM MANCHESTER COURTHOUSE, GO NORTHWEST 5.15 MILES ON U
 FD1407'S ROUTE 41, TURN
 FD1407'LEFT ONTO DIRT ROAD AT BUSY CORNER FILLING STATION AND
 FD1407'PROCEED 3.45 MILES TO WHITE
 FD1407'SCHOOLHOUSE ON RIGHT WHICH IS AT END OF
 FD1407'TRUCK TRAVEL.  SURFACE AND UNDERGROUND MARKS
 FD1407'ARE STANDARD DISK
 FD1407'STATION MARKS IN CONCRETE.  REFERENCE MARKS
 FD1407'ARE STANDARD
 FD1407'REFERENCE DISKS IN CONCRETE.  NO 1 IS 20 FEET
 FD1407'NORTH OF SHED GARAGE IN
 FD1407'SCHOOL YARD AND 200.95 FEET FROM STATION
 FD1407'N 77 DEG 47 MIN E.  NO 2 (AZIMUTH
 FD1407'MARK) IS IN CULTIVATED FIELD
 FD1407'ON PROPERTY OF MR COLLINS, 15 FEET SOUTH OF CENTER LINE
 FD1407'OF DIRT ROAD, 100
 FD1407'YARDS SOUTH OF RED HOUSE OF MR COLLINS, AND 0.35 MILE FROM
 FD1407'STATION S 82 DEG 50 MIN E.
 FD1407'NO 3 IS IN SCHOOL YARD, 22
 FD1407'FEET NORTH OF CENTER LINE OF DIRT ROAD,
 FD1407'AND 120.95 FEET FROM STATION
 FD1407'S 14 DEG 50 MIN W.  FOLLOWING DISTANCES AND
 FD1407'BEARINGS ARE FROM
 FD1407'STATION- MANCHESTER, WHITE WATER TANK, 8.1 MILES, S 61 DEG 31 MIN E.
 FD1407'AIRWAY BEACON
 FD1407'NO 18, ABOUT 10 MILES, N 17 DEG 35 MIN W, AND
 FD1407'AIRWAY BEACON NO 16 (SEE DESCRIPTION
 FD1407'THEREOF), 13.2 MILES, S 61 DEG 42 MIN E.
 FD1407
 FD1407                          STATION RECOVERY (1960)
 FD1407
 FD1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1407'THE STATION MARK WAS RECOVERED.  REFERENCE MARKS NO 1, 2 (AZIMUTH
 FD1407'MARK) AND 3 WERE SEARCHED
 FD1407'FOR BUT NOT FOUND.  REFERENCE MARKS NO 4, 5 AND THE
 FD1407'AZIMUTH MARK WERE ESTABLISHED.
 FD1407'
 FD1407'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1407'
 FD1407'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF BEECH GROVE AND 8.5
 FD1407'MILES NORTHWEST OF
 FD1407'MANCHESTER, IN THE YARD OF THE SIXTEENTH MODEL SCHOOL.
 FD1407'
 FD1407'TO REACH THE STATION FROM THE COURTHOUSE IN MANCHESTER, GO NORTHWEST
 FD1407'ON U S HIGHWAY 41 FOR
 FD1407'5.15 MILES TO A CROSSROAD, BUSY CORNER, TURN LEFT,
 FD1407'WEST, AND GO 2.6 MILES TO THE
 FD1407'AZIMUTH MARK ON THE LEFT, CONTINUE WEST
 FD1407'FOR 0.7 MILE TO THE STATION.
 FD1407'
 FD1407'THE STATION IS 27 FEET EAST OF THE SOUTHEAST CORNER OF A SCHOOL. IT
 FD1407'IS A STANDARD DISK
 FD1407'SET IN A 10-INCH SQUARE CONCRETE POST, PROJECTING 6
 FD1407'INCHES, AND STAMPED MODEL 1934.
 FD1407'
 FD1407'REFERENCE MARK NO 4 IS 58 FEET NORTH OF CENTER OF AN OILED ROAD.  IT
 FD1407'IS A STANDARD DISK SET
 FD1407'IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FD1407'STAMPED MODEL NO 4 1934.
 FD1407'
 FD1407'REFERENCE MARK NO 5 IS 86 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FD1407'SCHOOL AND 1 FOOT EAST OF A
 FD1407'POWER LINE POLE.  IT IS A STANDARD DISK SET IN A
 FD1407'10-INCH SQUARE CONCRETE POST,
 FD1407'FLUSH, AND STAMPED MODEL NO 5 1934.
 FD1407'
 FD1407'THE DISTANCE BETWEEN REFERENCE MARKS NO 4 AND 5 IS 187.9 FEET.
 FD1407'
 FD1407'THE AZIMUTH MARK IS 173 FEET SOUTH OF THE CENTER OF AN OILED ROAD, 33
 FD1407'FEET EAST OF A TRACK ROAD, 5
 FD1407'FEET WEST OF A LARGE CEDAR TREE AND 2.5 FEET SOUTH
 FD1407'OF A WITNESS POST.  IT IS A STANDARD
 FD1407'DISK SET IN A 10-INCH SQUARE
 FD1407'CONCRETE POST, FLUSH, AND STAMPED MODEL 1934 RESET
 FD1407'1960.
 FD1407
 FD1407                          STATION RECOVERY (2006)
 FD1407
 FD1407'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 FD1407'MODEL RM 3 AND MODEL RM 4 WERE FOUND IN GOOD CONDITION. THE ACTUAL
 FD1407'MONUMENT WAS NOT FOUND. IT APPEARS TO BE VERY NEAR TO WHERE THE CHURCH
 FD1407'BUILDING CURRENTLY RESIDES. IT IS MOST LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2696 ***********************************************************************
 GC2696  DESIGNATION -  MODEL
 GC2696  PID         -  GC2696
 GC2696  STATE/COUNTY-  TN/STEWART
 GC2696  USGS QUAD   -  LINTON (1981)
 GC2696
 GC2696                         *CURRENT SURVEY CONTROL
 GC2696  ___________________________________________________________________
 GC2696* NAD 83(1995)-  36 40 12.60867(N)    087 59 48.44730(W)     ADJUSTED  
 GC2696* NAVD 88     -       191.04   (+/-2cm)     626.8    (feet)  VERTCON   
 GC2696  ___________________________________________________________________
 GC2696  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2696  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC2696
 GC2696  HORZ ORDER  -  SECOND
 GC2696  VERT ORDER  -  THIRD ? (See Below)
 GC2696
 GC2696.The horizontal coordinates were established by classical geodetic methods
 GC2696.and adjusted by the National Geodetic Survey in April 1999..
 GC2696
 GC2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2696.The vertical order pertains to the NGVD 29 superseded value.
 GC2696
 GC2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2696
 GC2696.The geoid height was determined by GEOID03.
 GC2696
 GC2696;                    North         East     Units Scale Factor Converg.
 GC2696;SPC TN       -   261,101.354   421,500.150   MT  1.00005479   -1 10 08.4
 GC2696;SPC TN       -   856,630.03  1,382,871.74   sFT  1.00005479   -1 10 08.4
 GC2696;SPC KY1Z     - 1,039,803.256 1,299,143.289   MT  1.00012445   -1 22 46.0
 GC2696;SPC KY1Z     - 3,411,421.18  4,262,272.61   sFT  1.00012445   -1 22 46.0
 GC2696;SPC KY S     -   539,768.237   299,165.388   MT  1.00001207   -1 21 45.3
 GC2696;SPC KY S     - 1,770,889.62    981,511.78   sFT  1.00001207   -1 21 45.3
 GC2696;UTM  16      - 4,058,746.926   410,926.553   MT  0.99969775   -0 35 43.2
 GC2696
 GC2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2696!SPC TN       -   0.99997456  x   1.00005479  =   1.00002935
 GC2696!SPC KY1Z     -   0.99997456  x   1.00012445  =   1.00009900
 GC2696!SPC KY S     -   0.99997456  x   1.00001207  =   0.99998663
 GC2696!UTM  16      -   0.99997456  x   0.99969775  =   0.99967232
 GC2696
 GC2696|---------------------------------------------------------------------|
 GC2696| PID    Reference Object                     Distance      Geod. Az  |
 GC2696|                                                           dddmmss.s |
 GC2696| CG6963 MODEL RM 1                           39.999 METERS 06147     |
 GC2696| CG6964 MODEL RM 2 AZIMUTH                   34.753 METERS 14107     |
 GC2696| GC2695 THARPE                              APPROX. 8.1 KM 1621625.5 |
 GC2696| CG6962 MODEL AZ MK                                        1625527.8 |
 GC2696|---------------------------------------------------------------------|
 GC2696
 GC2696                          SUPERSEDED SURVEY CONTROL
 GC2696
 GC2696  NAD 83(1995)-  36 40 12.60900(N)    087 59 48.44678(W) AD(       ) 2
 GC2696  NAD 83(1995)-  36 40 12.61646(N)    087 59 48.45251(W) AD(       ) 2
 GC2696  NAD 83(1986)-  36 40 12.61674(N)    087 59 48.44987(W) AD(       ) 2
 GC2696  NAD 27      -  36 40 12.42900(N)    087 59 48.35300(W) AD(       ) 2
 GC2696  NGVD 29 (07/19/86)  191.10   (m)          627.0    (f) LEVELING    3  
 GC2696
 GC2696.Superseded values are not recommended for survey control.
 GC2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2696.See file dsdata.txt to determine how the superseded data were derived.
 GC2696
 GC2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1092758747(NAD 83)
 GC2696_MARKER: DS = TRIANGULATION STATION DISK
 GC2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2696_STAMPING: MODEL 1934
 GC2696_MARK LOGO: CGS   
 GC2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2696+STABILITY: SURFACE MOTION
 GC2696
 GC2696  HISTORY     - Date     Condition        Report By
 GC2696  HISTORY     - 1934     MONUMENTED       CGS
 GC2696  HISTORY     - 1948     GOOD             USGS
 GC2696  HISTORY     - 1957     GOOD             CGS
 GC2696  HISTORY     - 1972     GOOD             NGS
 GC2696  HISTORY     - 1972     GOOD             LOCENG
 GC2696
 GC2696                          STATION DESCRIPTION
 GC2696
 GC2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2696'ABOUT 13 MILES NORTHWEST OF DOVER, 2.55 MILES NORTH-NORTHWEST OF
 GC2696'MODEL, AND ON PROPERTY OF ABNER WHITE OF CADIZ.  TO REACH FROM
 GC2696'JUNCTION OF ROUTES 76 AND 49 (ABOUT 3 MILES WEST OF DOVER), FOLLOW
 GC2696'ROUTE 49 NORTH 13.4 MILES TO POST OFFICE AT MODEL AND
 GC2696'CONTINUE 2.55 MILES ON ROUTE 49 TO STATION WHICH IS 45 FEET WEST OF
 GC2696'CENTER LINE OF HIGHWAY, IN SMALL CLEARED SPACE IN WOODS,
 GC2696'AND 45.9 FEET NORTH-NORTHWEST OF LARGE OAK WITH TRIANGULAR BLAZE.
 GC2696'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 GC2696'MARKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GC2696'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 12
 GC2696'FEET EAST OF CENTER LINE OF ROAD AND 131.23 FEET FROM STATION,
 GC2696'N 61 DEG 47 MIN E.  NO. 2 IS 12 FEET EAST OF CENTER LINE OF
 GC2696'ROAD, 5 FEET NORTH OF SMALL TWIN OAK TREE, AND 114.02 FEET
 GC2696'FROM STATION, S 38 DEG 53 MIN E.  AZIMUTH MARK IS 15 FEET WEST
 GC2696'OF CENTER LINE OF ROAD AND 0.15 MILE FROM STATION,
 GC2696'S 17 DEG 04 MIN 36 SEC E.
 GC2696
 GC2696                          STATION RECOVERY (1948)
 GC2696
 GC2696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GC2696'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION ADEQUATE, STAMPED
 GC2696'MODEL 1934.
 GC2696'
 GC2696'REFERENCE MARK NO 1 IS 135 FEET NE OF STATION, 62 FEET E OF
 GC2696'CENTERLINE OF HWY NO. 49 (TVA ROAD) IN CONCRETE POST.  STANDARD
 GC2696'USC AND GS DISK STAMPED MODEL NO 1 1934.
 GC2696'
 GC2696'REFERENCE MARK NO. 2 WAS FOUND OUT OF GROUND.
 GC2696'
 GC2696'AZIMUTH MARK WAS FOUND OUT OF GROUND.
 GC2696
 GC2696                          STATION RECOVERY (1957)
 GC2696
 GC2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2696'STATION RECOVERED AS DESCRIBED.
 GC2696'
 GC2696'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.
 GC2696'
 GC2696'AZIMUTH MARK OUT OF GROUND.
 GC2696
 GC2696                          STATION RECOVERY (1972)
 GC2696
 GC2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (KKB)
 GC2696'RECOVERED.
 GC2696
 GC2696                          STATION RECOVERY (1972)
 GC2696
 GC2696'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2696'MODEL STATION MARK FOUND IN GOOD CONDITION.
 GC2696'
 GC2696'MODEL STATION MARK 1934 USC AND GS FOUND STAMPED ON POINT.
 GC2696'
 GC2696'SEE ORIGINAL DESCRIPTION.  POST AND SIGN AT MON.
 GC2696'
 GC2696'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.55 N. N. W. OF MODEL
 GC2696'TENN.
 GC2696'
 GC2696'MODEL NO 1 1934 RECOVERED IN GOOD CONDITION.
 GC2696'
 GC2696'MODEL NO. 1 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GC2696'
 GC2696'POST AND SIGN SET AT MON.
 GC2696'
 GC2696'MODEL AZ MARK ARMY M. S. RECOVERED IN GOOD CONDITION.
 GC2696'
 GC2696'AZ. MARK-ARMY MAP SERVICE 1956 FOUND STAMPED ON THE POINT.
 GC2696'
 GC2696'NOTE--IT IS A U. S. G. S. BENCH MARK.  SEE ORIGINAL DESCRIPTION.
 GC2696'POST AND SIGN AT MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0298 ***********************************************************************
 FC0298  DESIGNATION -  MODON
 FC0298  PID         -  FC0298
 FC0298  STATE/COUNTY-  TN/LOUDON
 FC0298  USGS QUAD   -  PHILADELPHIA (1974)
 FC0298
 FC0298                         *CURRENT SURVEY CONTROL
 FC0298  ___________________________________________________________________
 FC0298* NAD 83(1995)-  35 39 56.64040(N)    084 27 20.44482(W)     ADJUSTED  
 FC0298* NAVD 88     -       297.661  (meters)     976.58   (feet)  ADJUSTED  
 FC0298  ___________________________________________________________________
 FC0298  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FC0298  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0298  DYNAMIC HT  -         297.376 (meters)     975.64  (feet)  COMP
 FC0298  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0298
 FC0298  HORZ ORDER  -  SECOND
 FC0298  VERT ORDER  -  SECOND    CLASS 0
 FC0298
 FC0298.The horizontal coordinates were established by classical geodetic methods
 FC0298.and adjusted by the National Geodetic Survey in April 1999..
 FC0298
 FC0298.The orthometric height was determined by differential leveling
 FC0298.and adjusted by the National Geodetic Survey in June 1991..
 FC0298
 FC0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0298
 FC0298.The geoid height was determined by GEOID03.
 FC0298
 FC0298.The dynamic height is computed by dividing the NAVD 88
 FC0298.geopotential number by the normal gravity value computed on the
 FC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0298.degrees latitude (g = 980.6199 gals.).
 FC0298
 FC0298.The modeled gravity was interpolated from observed gravity values.
 FC0298
 FC0298;                    North         East     Units Scale Factor Converg.
 FC0298;SPC TN       -   148,931.590   739,814.480   MT  0.99995269   +0 54 14.8
 FC0298;SPC TN       -   488,619.72  2,427,208.01   sFT  0.99995269   +0 54 14.8
 FC0298;UTM  16      - 3,949,857.030   730,301.828   MT  1.00025363   +1 29 02.9
 FC0298
 FC0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0298!SPC TN       -   0.99995807  x   0.99995269  =   0.99991076
 FC0298!UTM  16      -   0.99995807  x   1.00025363  =   1.00021169
 FC0298
 FC0298|---------------------------------------------------------------------|
 FC0298| PID    Reference Object                     Distance      Geod. Az  |
 FC0298|                                                           dddmmss.s |
 FC0298| FC0297 MODON RM 1                            9.275 METERS 00622     |
 FC0298| FC0296 MODON AZ MK                                        0802027.1 |
 FC0298| FC0299 MODON RM 2                            8.537 METERS 26811     |
 FC0298|---------------------------------------------------------------------|
 FC0298
 FC0298                          SUPERSEDED SURVEY CONTROL
 FC0298
 FC0298  NAD 83(1995)-  35 39 56.64649(N)    084 27 20.44473(W) AD(       ) 2
 FC0298  NAD 83(1986)-  35 39 56.65154(N)    084 27 20.44303(W) AD(       ) 2
 FC0298  NAD 27      -  35 39 56.38460(N)    084 27 20.70000(W) AD(       ) 2
 FC0298  NGVD 29 (??/??/92)  297.744  (m)          976.85   (f) ADJ UNCH    2 0
 FC0298
 FC0298.Superseded values are not recommended for survey control.
 FC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0298.See file dsdata.txt to determine how the superseded data were derived.
 FC0298
 FC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3030249857(NAD 83)
 FC0298_MARKER: DE = TRAVERSE STATION DISK
 FC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0298_STAMPING: MODON 1961
 FC0298_MARK LOGO: CGS   
 FC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0298+STABILITY: SURFACE MOTION
 FC0298
 FC0298  HISTORY     - Date     Condition        Report By
 FC0298  HISTORY     - 1961     MONUMENTED       CGS
 FC0298  HISTORY     - 1961     GOOD             CGS
 FC0298
 FC0298                          STATION DESCRIPTION
 FC0298
 FC0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0298'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SWEETWATER, 3 MILES
 FC0298'SOUTHWEST OF PHILADELPHIA, AND NEAR THE MONROE-LOUDON COUNTY LINE.
 FC0298'
 FC0298'TO REACH FROM THE POST OFFICE IN PHILADELPHIA, GO WEST ONE BLOCK,
 FC0298'0.05 MILE, TO A STOP SIGN AND A CROSS STREET.  TURN LEFT, SOUTH,
 FC0298'AND GO 0.25 MILE TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD.
 FC0298'TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK.  TAKE THE LEFT FORK
 FC0298'AND GO 1.35 MILES TO ANOTHER FORK.  TAKE THE LEFT FORK AND GO 0.35
 FC0298'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH THEN WEST FOR
 FC0298'0.3 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 FC0298'TO THE STATION ON THE LEFT.
 FC0298'
 FC0298'STATION MARK IS 15 FEET SOUTH OF THE CENTER OF THE ROAD, 3.2 FEET
 FC0298'NORTHEAST OF A WITNESS SIGN, AND 2 FEET NORTH OF A FENCE LINE.
 FC0298'THE MARK IS A STANDARD TRAVERSE DISK, FLUSH AND IS STAMPED MODON
 FC0298'1961.
 FC0298'
 FC0298'REFERENCE MARK NO. 1 IS A STANDARD DISK, PROJECTING 2 INCHES AND IS
 FC0298'STAMPED MODON NO 1 1961.  IT IS 14 FEET NORTH OF THE CENTER OF THE
 FC0298'ROAD AND 2 FEET SOUTHEAST OF A T FENCE CORNER.
 FC0298'
 FC0298'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET FLUSH AND IS STAMPED
 FC0298'MODON NO 2 1961.  IT IS 16 FEET SOUTH OF THE CENTER OF THE ROAD
 FC0298'AND AT THE WEST END OF AN OPENING IN THE FENCE LINE.
 FC0298'
 FC0298'AZIMUTH MARK IS 21 FEET NORTH OF A WALNUT TREE, 13 FEET NORTHWEST OF
 FC0298'THE CENTER OF THE ROAD, 1.7 FEET SOUTH OF A WITNESS SIGN AND 0.8 FEET
 FC0298'SOUTHEAST OF A FENCE LINE.  THE MARK IS A STANDARD DISK, SET FLUSH
 FC0298'AND IS STAMPED MODON 1961.
 FC0298'
 FC0298'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FC0298
 FC0298                          STATION RECOVERY (1961)
 FC0298
 FC0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0298'3.5 MI W FROM PHILADELPHIA.
 FC0298'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0298'0.25 MILE SOUTH TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD,
 FC0298'TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE THE LEFT
 FC0298'FORK AND GO 2.0 MILES WEST TO A T JUNCTION, CONTINUE STRAIGHT
 FC0298'AHEAD, WEST, FOR 0.25 MILE TO THE STATION ON THE LEFT.  THE
 FC0298'STATION MARK IS 15 FT. SOUTH OF THE CENTER OF THE ROAD, 3.2 FT.
 FC0298'NORTHEAST OF A WITNESS SIGN, AND 2 FT. NORTH OF A FENCE.  THE
 FC0298'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC0298'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0296 ***********************************************************************
 FC0296  DESIGNATION -  MODON AZ MK
 FC0296  PID         -  FC0296
 FC0296  STATE/COUNTY-  TN/LOUDON
 FC0296  USGS QUAD   -  PHILADELPHIA (1974)
 FC0296
 FC0296                         *CURRENT SURVEY CONTROL
 FC0296  ___________________________________________________________________
 FC0296* NAD 83(1986)-  35 40 01.     (N)    084 26 47.     (W)     SCALED    
 FC0296* NAVD 88     -       316.348  (meters)    1037.89   (feet)  ADJUSTED  
 FC0296  ___________________________________________________________________
 FC0296  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0296  DYNAMIC HT  -         316.045 (meters)    1036.89  (feet)  COMP
 FC0296  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 FC0296
 FC0296  VERT ORDER  -  SECOND    CLASS 0
 FC0296
 FC0296.The horizontal coordinates were scaled from a topographic map and have
 FC0296.an estimated accuracy of +/- 6 seconds.
 FC0296
 FC0296.The orthometric height was determined by differential leveling
 FC0296.and adjusted by the National Geodetic Survey in June 1991..
 FC0296
 FC0296.The geoid height was determined by GEOID03.
 FC0296
 FC0296.The dynamic height is computed by dividing the NAVD 88
 FC0296.geopotential number by the normal gravity value computed on the
 FC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0296.degrees latitude (g = 980.6199 gals.).
 FC0296
 FC0296.The modeled gravity was interpolated from observed gravity values.
 FC0296
 FC0296;                    North         East    Units  Estimated Accuracy
 FC0296;SPC TN       -   149,080.      740,650.      MT  (+/- 180 meters Scaled)
 FC0296
 FC0296                          SUPERSEDED SURVEY CONTROL
 FC0296
 FC0296  NGVD 29 (??/??/92)  316.431  (m)         1038.16   (f) ADJ UNCH    2 0
 FC0296
 FC0296.Superseded values are not recommended for survey control.
 FC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0296.See file dsdata.txt to determine how the superseded data were derived.
 FC0296
 FC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE311500(NAD 83)
 FC0296_MARKER: DZ = AZIMUTH MARK DISK
 FC0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0296_STAMPING: MODON 1961
 FC0296_MARK LOGO: CGS   
 FC0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0296+STABILITY: SURFACE MOTION
 FC0296
 FC0296  HISTORY     - Date     Condition        Report By
 FC0296  HISTORY     - 1961     MONUMENTED       CGS
 FC0296
 FC0296                          STATION DESCRIPTION
 FC0296
 FC0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0296'3 MI W FROM PHILADELPHIA.
 FC0296'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0296'0.25 MILE SOUTH TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD,
 FC0296'TURN RIGHT, WEST AND GO 0.9 MILE TO A FORK, TAKE LEFT FORK
 FC0296'AND GO 1.7 MILES WEST ON A GRAVELED ROAD TO THE AZIMUTH ON THE
 FC0296'RIGHT.  THE MARK IS 21 FT. NORTH OF A WALNUT TREE, 13 FT.
 FC0296'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 1.7 FT. SOUTH
 FC0296'OF A WITNESS SIGN, AND 0.8 FT. SOUTHEAST OF A FENCE.  THE DISK
 FC0296'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0297 ***********************************************************************
 FC0297  DESIGNATION -  MODON RM 1
 FC0297  PID         -  FC0297
 FC0297  STATE/COUNTY-  TN/LOUDON
 FC0297  USGS QUAD   -  PHILADELPHIA (1974)
 FC0297
 FC0297                         *CURRENT SURVEY CONTROL
 FC0297  ___________________________________________________________________
 FC0297* NAD 83(1986)-  35 39 57.     (N)    084 27 20.     (W)     SCALED    
 FC0297* NAVD 88     -       297.769  (meters)     976.93   (feet)  ADJUSTED  
 FC0297  ___________________________________________________________________
 FC0297  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0297  DYNAMIC HT  -         297.483 (meters)     975.99  (feet)  COMP
 FC0297  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0297
 FC0297  VERT ORDER  -  SECOND    CLASS 0
 FC0297
 FC0297.The horizontal coordinates were scaled from a topographic map and have
 FC0297.an estimated accuracy of +/- 6 seconds.
 FC0297
 FC0297.The orthometric height was determined by differential leveling
 FC0297.and adjusted by the National Geodetic Survey in June 1991..
 FC0297
 FC0297.The geoid height was determined by GEOID03.
 FC0297
 FC0297.The dynamic height is computed by dividing the NAVD 88
 FC0297.geopotential number by the normal gravity value computed on the
 FC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0297.degrees latitude (g = 980.6199 gals.).
 FC0297
 FC0297.The modeled gravity was interpolated from observed gravity values.
 FC0297
 FC0297;                    North         East    Units  Estimated Accuracy
 FC0297;SPC TN       -   148,940.      739,830.      MT  (+/- 180 meters Scaled)
 FC0297
 FC0297                          SUPERSEDED SURVEY CONTROL
 FC0297
 FC0297  NGVD 29 (??/??/92)  297.852  (m)          977.20   (f) ADJ UNCH    2 0
 FC0297
 FC0297.Superseded values are not recommended for survey control.
 FC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0297.See file dsdata.txt to determine how the superseded data were derived.
 FC0297
 FC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE303498(NAD 83)
 FC0297_MARKER: DR = REFERENCE MARK DISK
 FC0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0297_STAMPING: MODON NO 1 1961
 FC0297_MARK LOGO: CGS   
 FC0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0297+STABILITY: SURFACE MOTION
 FC0297
 FC0297  HISTORY     - Date     Condition        Report By
 FC0297  HISTORY     - 1961     MONUMENTED       CGS
 FC0297
 FC0297                          STATION DESCRIPTION
 FC0297
 FC0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0297'3.5 MI W FROM PHILADELPHIA.
 FC0297'THIS MARK IS LOCATED AT THE MODON 1961 STATION SITE, 30.4 FT.
 FC0297'NORTH OF THE STATION MARK, 14 FT. NORTH OF THE CENTER OF THE
 FC0297'GRAVELED ROAD, AND 2 FT. SOUTHEAST OF A T FENCE CORNER.  THE
 FC0297'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0299 ***********************************************************************
 FC0299  DESIGNATION -  MODON RM 2
 FC0299  PID         -  FC0299
 FC0299  STATE/COUNTY-  TN/LOUDON
 FC0299  USGS QUAD   -  PHILADELPHIA (1974)
 FC0299
 FC0299                         *CURRENT SURVEY CONTROL
 FC0299  ___________________________________________________________________
 FC0299* NAD 83(1986)-  35 39 56.     (N)    084 27 20.     (W)     SCALED    
 FC0299* NAVD 88     -       297.620  (meters)     976.44   (feet)  ADJUSTED  
 FC0299  ___________________________________________________________________
 FC0299  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0299  DYNAMIC HT  -         297.335 (meters)     975.51  (feet)  COMP
 FC0299  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0299
 FC0299  VERT ORDER  -  SECOND    CLASS 0
 FC0299
 FC0299.The horizontal coordinates were scaled from a topographic map and have
 FC0299.an estimated accuracy of +/- 6 seconds.
 FC0299
 FC0299.The orthometric height was determined by differential leveling
 FC0299.and adjusted by the National Geodetic Survey in June 1991..
 FC0299
 FC0299.The geoid height was determined by GEOID03.
 FC0299
 FC0299.The dynamic height is computed by dividing the NAVD 88
 FC0299.geopotential number by the normal gravity value computed on the
 FC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0299.degrees latitude (g = 980.6199 gals.).
 FC0299
 FC0299.The modeled gravity was interpolated from observed gravity values.
 FC0299
 FC0299;                    North         East    Units  Estimated Accuracy
 FC0299;SPC TN       -   148,910.      739,830.      MT  (+/- 180 meters Scaled)
 FC0299
 FC0299                          SUPERSEDED SURVEY CONTROL
 FC0299
 FC0299  NGVD 29 (??/??/92)  297.703  (m)          976.71   (f) ADJ UNCH    2 0
 FC0299
 FC0299.Superseded values are not recommended for survey control.
 FC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0299.See file dsdata.txt to determine how the superseded data were derived.
 FC0299
 FC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE303498(NAD 83)
 FC0299_MARKER: DR = REFERENCE MARK DISK
 FC0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0299_STAMPING: MODON NO 2 1961
 FC0299_MARK LOGO: CGS   
 FC0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0299+STABILITY: SURFACE MOTION
 FC0299
 FC0299  HISTORY     - Date     Condition        Report By
 FC0299  HISTORY     - 1961     MONUMENTED       CGS
 FC0299
 FC0299                          STATION DESCRIPTION
 FC0299
 FC0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0299'3.5 MI W FROM PHILADELPHIA.
 FC0299'THIS MARK IS LOCATED AT THE MODON 1961 STATION SITE, 28 FT.
 FC0299'WEST OF THE STATION MARK, 16 FT. SOUTH OF THE CENTER OF THE
 FC0299'ROAD AND AT THE WEST END OF AN OPENING IN THE FENCE LINE.  THE
 FC0299'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2087 ***********************************************************************
 GA2087  DESIGNATION -  MOHAWK
 GA2087  PID         -  GA2087
 GA2087  STATE/COUNTY-  TN/GREENE
 GA2087  USGS QUAD   -  MOHAWK (1980)
 GA2087
 GA2087                         *CURRENT SURVEY CONTROL
 GA2087  ___________________________________________________________________
 GA2087* NAD 83(1995)-  36 12 33.21468(N)    083 03 27.81905(W)     ADJUSTED  
 GA2087* NAVD 88     -       356.257  (meters)    1168.82   (feet)  ADJUSTED  
 GA2087  ___________________________________________________________________
 GA2087  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GA2087  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2087  DYNAMIC HT  -         355.929 (meters)    1167.74  (feet)  COMP
 GA2087  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2087
 GA2087  HORZ ORDER  -  SECOND
 GA2087  VERT ORDER  -  SECOND    CLASS 0
 GA2087
 GA2087.The horizontal coordinates were established by classical geodetic methods
 GA2087.and adjusted by the National Geodetic Survey in April 1999..
 GA2087
 GA2087.The orthometric height was determined by differential leveling
 GA2087.and adjusted by the National Geodetic Survey in June 1991..
 GA2087
 GA2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2087
 GA2087.The geoid height was determined by GEOID03.
 GA2087
 GA2087.The dynamic height is computed by dividing the NAVD 88
 GA2087.geopotential number by the normal gravity value computed on the
 GA2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2087.degrees latitude (g = 980.6199 gals.).
 GA2087
 GA2087.The modeled gravity was interpolated from observed gravity values.
 GA2087
 GA2087;                    North         East     Units Scale Factor Converg.
 GA2087;SPC TN       -   212,107.225   864,535.775   MT  0.99996978   +1 43 21.1
 GA2087;SPC TN       -   695,888.45  2,836,397.79   sFT  0.99996978   +1 43 21.1
 GA2087;UTM  17      - 4,009,117.839   315,020.910   MT  1.00002162   -1 12 57.3
 GA2087
 GA2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2087!SPC TN       -   0.99994900  x   0.99996978  =   0.99991878
 GA2087!UTM  17      -   0.99994900  x   1.00002162  =   0.99997062
 GA2087
 GA2087:                Primary Azimuth Mark                     Grid Az
 GA2087:SPC TN       -  MOHAWK AZ MK                             176 51 39.7
 GA2087:UTM  17      -  MOHAWK AZ MK                             179 47 58.1
 GA2087
 GA2087|---------------------------------------------------------------------|
 GA2087| PID    Reference Object                     Distance      Geod. Az  |
 GA2087|                                                           dddmmss.s |
 GA2087| GA2085 MOHAWK AZ MK                                       1783500.8 |
 GA2087| GA2086 MOHAWK RM 1                           7.099 METERS 20419     |
 GA2087| GA2076 RED                                 APPROX. 5.9 KM 2570805.2 |
 GA2087| GA2088 MOHAWK RM 2                           7.993 METERS 31325     |
 GA2087|---------------------------------------------------------------------|
 GA2087
 GA2087                          SUPERSEDED SURVEY CONTROL
 GA2087
 GA2087  NAD 83(1995)-  36 12 33.21875(N)    083 03 27.82310(W) AD(       ) 2
 GA2087  NAD 83(1995)-  36 12 33.22641(N)    083 03 27.82699(W) AD(       ) 2
 GA2087  NAD 83(1995)-  36 12 33.22024(N)    083 03 27.82209(W) AD(       ) 2
 GA2087  NAD 83(1986)-  36 12 33.22310(N)    083 03 27.82243(W) AD(       ) 2
 GA2087  NAD 27      -  36 12 32.87170(N)    083 03 28.24400(W) AD(       ) 2
 GA2087  NGVD 29 (??/??/92)  356.420  (m)         1169.35   (f) ADJ UNCH    2 0
 GA2087
 GA2087.Superseded values are not recommended for survey control.
 GA2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2087.See file dsdata.txt to determine how the superseded data were derived.
 GA2087
 GA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1502109118(NAD 83)
 GA2087_MARKER: DE = TRAVERSE STATION DISK
 GA2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2087_STAMPING: MOHAWK 1961
 GA2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2087+STABILITY: SURFACE MOTION
 GA2087
 GA2087  HISTORY     - Date     Condition        Report By
 GA2087  HISTORY     - 1961     MONUMENTED       CGS
 GA2087  HISTORY     - 1961     GOOD             CGS
 GA2087  HISTORY     - 1980     GOOD             NGS
 GA2087  HISTORY     - 1980     GOOD             NGS
 GA2087
 GA2087                          STATION DESCRIPTION
 GA2087
 GA2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2087'STATION IS LOCATED ABOUT 1 MILE NORTH OF MOHAWK, 2 MILES SOUTHWEST OF
 GA2087'MOHAWK CROSSROAD ON THE
 GA2087'EAST SIDE OF A BLACK TOP ROAD.
 GA2087'
 GA2087'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO A
 GA2087'T JUNCTION, JUST
 GA2087'AFTER CROSSING RAILROAD TRACK, TURN LEFT AND FOLLOW
 GA2087'BLACK TOP ROAD NORTHERLY FOR 0.45
 GA2087'MILE TO THE AZIMUTH MARK ON THE
 GA2087'LEFT, CONTINUE NORTHERLY ON BLACK TOP ROAD FOR 0.15
 GA2087'MILE TO THE
 GA2087'STATION ON THE RIGHT.
 GA2087'
 GA2087'STATION IS 35 FEET EAST OF THE CENTER OF BLACK TOP ROAD, 15 FEET EAST
 GA2087'OF SOUTHWEST CORNER
 GA2087'POST OF BARN LOT, 4.4 FEET WEST OF TRANSFORMER POWER
 GA2087'POLE AND 3 FEET SOUTH OF BARN LOT
 GA2087'FENCE.  MARK IS A STANDARD TRAVERSE
 GA2087'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 GA2087'AND IS STAMPED
 GA2087'MOHAWK 1961.  IT PROJECTS 5 INCHES.
 GA2087'
 GA2087'REFERENCE MARK NO. 1 IS 26 FEET SOUTHWEST OF TRANSFORMER POWER POLE,
 GA2087'22 FEET EAST OF CENTER OF
 GA2087'BLACK TOP ROAD AND 21 FEET SOUTH OF SOUTHWEST
 GA2087'CORNER POST OF BARN LOT.  IT IS A
 GA2087'STANDARD DISK SET IN THE TOP OF A
 GA2087'SQUARE CONCRETE MONUMENT AND IS STAMPED MOHAWK NO 1
 GA2087'1961.  IT
 GA2087'PROJECTS 1 INCH.
 GA2087'
 GA2087'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF TRANSFORMER POWER POLE,
 GA2087'22 FEET EAST OF CENTER OF
 GA2087'BLACK TOP ROAD AND 19.5 FEET NORTH OF SOUTHWEST
 GA2087'CORNER POST OF BARN LOT.  IT IS A
 GA2087'STANDARD DISK SET IN THE TOP OF A
 GA2087'SQUARE CONCRETE MONUMENT AND IS STAMPED MOHAWK NO 2
 GA2087'1961.  IT
 GA2087'PROJECTS 2 INCHES.
 GA2087'
 GA2087'AZIMUTH MARK IS 23 FEET SOUTHWEST OF THE CENTER OF BLACK TOP ROAD, 8
 GA2087'FEET SOUTHEAST OF THE
 GA2087'NORTHEAST CORNER POST OF THE YARD OF PAUL RILEY AND
 GA2087'4 FEET SOUTHWEST OF TWIN 16-INCH
 GA2087'OAK TREES.  IT IS A STANDARD DISK
 GA2087'SET IN THE TOP OF A SQUARE CONCRETE POST AND IS
 GA2087'STAMPED MOHAWK 1961.
 GA2087'IT PROJECTS 3 INCHES.
 GA2087
 GA2087                          STATION RECOVERY (1961)
 GA2087
 GA2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2087'0.6 MI N FROM MOHAWK.
 GA2087'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO
 GA2087'A T JUNCTION, THEN GO 0.6 MILE NORTH ON A PAVED ROAD TO THE CREST
 GA2087'OF A SMALL HILL TO A HOUSE ON THE LEFT AND STATION ON THE RIGHT.
 GA2087'THE STATION MARK IS 35 FT. EAST OF THE CENTER OF BLACK TOP
 GA2087'ROAD, 15 FT. EAST OF SOUTHWEST CORNER POST OF BARN LOT, 4.4 FT.
 GA2087'WEST OF A POWER LINE POLE WITH TRANSFORMER AND 3 FT. SOUTH
 GA2087'OF BARN LOT FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2087'PROJECTING 5 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE
 GA2087'ROAD.
 GA2087
 GA2087                          STATION RECOVERY (1980)
 GA2087
 GA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2087'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GA2087'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED BY
 GA2087'GRADING.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 GA2087'BY 6 MINUTES AND 19 SECONDS BUT THE DISTANCE WAS FOUND TO BE
 GA2087'ACCURATE.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2087'
 GA2087'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF MOHAWK, ABOUT 2 MILES
 GA2087'SOUTHWEST OF MOHAWK CROSSROADS, ON THE PROPERTY OF GLENN BARNARD JR,
 GA2087'ROUTE NO 2, MOHAWK, TENN., 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GA2087'OF A CONCRETE BLOCK WELL HOUSE, 74 FEET NORTHWEST OF THE NORTHWEST
 GA2087'CORNER OF THE CARPORT OF HOUSE, 5 FEET WEST OF POWER POLE C 61 E 98,
 GA2087'1 FOOT SOUTH OF A METAL WITNESS POST, 17 FEET EAST OF FENCE CORNER
 GA2087'AND 36 FEET OF THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT PROJECTS
 GA2087'4 INCHES AND THE DISK IS STAMPED---MOHAWK 1961---.
 GA2087'
 GA2087'REFERENCE MARK 2 IS 20 FEET NORTH OF THE FENCE CORNER, 28 FEET
 GA2087'NORTHWEST OF THE POWER POLE, 22 FEET EAST OF THE CENTERLINE OF THE
 GA2087'ROAD AND 14 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WELL HOUSE.  THE
 GA2087'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED---MOHAWK NO 2
 GA2087'1961---.
 GA2087'
 GA2087'REFERENCE MARK 3 IS 24 FEET SOUTHWEST OF THE POWER POLE, 19 FEET
 GA2087'SOUTH OF THE FENCE CORNER, 23 FEET EAST OF THE CENTERLINE OF THE
 GA2087'ROAD AND 85 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT
 GA2087'PROJECTS 2 INCHES AND THE DISK IS STAMPED---MOHAWK 1961 NO 3 1980---.
 GA2087'
 GA2087'THE AZIMUTH MARK IS 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA2087'PORCH OF FRAME HOUSE, 14 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 GA2087'24 FEET WEST OF THE CENTERLINE OF THE ROAD AND 16 FEET EAST OF
 GA2087'TELEPHONE POLE NO. 39.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GA2087'IS STAMPED---MOHAWK 1961---.
 GA2087'
 GA2087'TO REACH THE STATION FROM THE POST OFFICE AT MOHAWK, GO EAST FOR
 GA2087'0.05 MILE TO A T ROAD JUST AFTER CROSSING RAILROAD TRACKS.  TURN
 GA2087'LEFT AND FOLLOW PAVED ROAD NORTHERLY FOR 0.45 MILE TO THE AZIMUTH
 GA2087'MARK ON THE LEFT.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.15 MILE
 GA2087'TO THE STATION ON THE RIGHT.
 GA2087
 GA2087                          STATION RECOVERY (1980)
 GA2087
 GA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2087'IT IS 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 GA2087'WELL HOUSE 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CARPORT OF
 GA2087'A HOUSE AND 1 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2085 ***********************************************************************
 GA2085  DESIGNATION -  MOHAWK AZ MK
 GA2085  PID         -  GA2085
 GA2085  STATE/COUNTY-  TN/GREENE
 GA2085  USGS QUAD   -  MOHAWK (1980)
 GA2085
 GA2085                         *CURRENT SURVEY CONTROL
 GA2085  ___________________________________________________________________
 GA2085* NAD 83(1986)-  36 12 22.     (N)    083 03 28.     (W)     SCALED    
 GA2085* NAVD 88     -       343.818  (meters)    1128.01   (feet)  ADJUSTED  
 GA2085  ___________________________________________________________________
 GA2085  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2085  DYNAMIC HT  -         343.501 (meters)    1126.97  (feet)  COMP
 GA2085  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 GA2085
 GA2085  VERT ORDER  -  SECOND    CLASS 0
 GA2085
 GA2085.The horizontal coordinates were scaled from a topographic map and have
 GA2085.an estimated accuracy of +/- 6 seconds.
 GA2085
 GA2085.The orthometric height was determined by differential leveling
 GA2085.and adjusted by the National Geodetic Survey in June 1991..
 GA2085
 GA2085.The geoid height was determined by GEOID03.
 GA2085
 GA2085.The dynamic height is computed by dividing the NAVD 88
 GA2085.geopotential number by the normal gravity value computed on the
 GA2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2085.degrees latitude (g = 980.6199 gals.).
 GA2085
 GA2085.The modeled gravity was interpolated from observed gravity values.
 GA2085
 GA2085;                    North         East    Units  Estimated Accuracy
 GA2085;SPC TN       -   211,760.      864,540.      MT  (+/- 180 meters Scaled)
 GA2085
 GA2085                          SUPERSEDED SURVEY CONTROL
 GA2085
 GA2085  NGVD 29 (??/??/92)  343.980  (m)         1128.54   (f) ADJ UNCH    2 0
 GA2085
 GA2085.Superseded values are not recommended for survey control.
 GA2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2085.See file dsdata.txt to determine how the superseded data were derived.
 GA2085
 GA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150087(NAD 83)
 GA2085_MARKER: DZ = AZIMUTH MARK DISK
 GA2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2085_STAMPING: MOHAWK 1961
 GA2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2085+STABILITY: SURFACE MOTION
 GA2085
 GA2085  HISTORY     - Date     Condition        Report By
 GA2085  HISTORY     - 1961     MONUMENTED       CGS
 GA2085
 GA2085                          STATION DESCRIPTION
 GA2085
 GA2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2085'0.4 MI N FROM MOHAWK.
 GA2085'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE
 GA2085'TO A T JUNCTION, THEN GO 0.45 MILE NORTH ON A PAVED ROAD, 8 FT.
 GA2085'SOUTHEAST OF THE NORTHEAST CORNER POST OF THE YARD OF PAUL RILEY
 GA2085'AND 4 FT. SOUTHWEST OF TWIN 16-INCH OAK TREES.  THE DISK IS SET IN
 GA2085'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2086 ***********************************************************************
 GA2086  DESIGNATION -  MOHAWK RM 1
 GA2086  PID         -  GA2086
 GA2086  STATE/COUNTY-  TN/GREENE
 GA2086  USGS QUAD   -  MOHAWK (1980)
 GA2086
 GA2086                         *CURRENT SURVEY CONTROL
 GA2086  ___________________________________________________________________
 GA2086* NAD 83(1986)-  36 12 32.     (N)    083 03 28.     (W)     SCALED    
 GA2086* NAVD 88     -       355.889  (meters)    1167.61   (feet)  ADJUSTED  
 GA2086  ___________________________________________________________________
 GA2086  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2086  DYNAMIC HT  -         355.560 (meters)    1166.53  (feet)  COMP
 GA2086  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2086
 GA2086  VERT ORDER  -  SECOND    CLASS 0
 GA2086
 GA2086.The horizontal coordinates were scaled from a topographic map and have
 GA2086.an estimated accuracy of +/- 6 seconds.
 GA2086
 GA2086.The orthometric height was determined by differential leveling
 GA2086.and adjusted by the National Geodetic Survey in June 1991..
 GA2086
 GA2086.The geoid height was determined by GEOID03.
 GA2086
 GA2086.The dynamic height is computed by dividing the NAVD 88
 GA2086.geopotential number by the normal gravity value computed on the
 GA2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2086.degrees latitude (g = 980.6199 gals.).
 GA2086
 GA2086.The modeled gravity was interpolated from observed gravity values.
 GA2086
 GA2086;                    North         East    Units  Estimated Accuracy
 GA2086;SPC TN       -   212,070.      864,530.      MT  (+/- 180 meters Scaled)
 GA2086
 GA2086                          SUPERSEDED SURVEY CONTROL
 GA2086
 GA2086  NGVD 29 (??/??/92)  356.051  (m)         1168.14   (f) ADJ UNCH    2 0
 GA2086
 GA2086.Superseded values are not recommended for survey control.
 GA2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2086.See file dsdata.txt to determine how the superseded data were derived.
 GA2086
 GA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150090(NAD 83)
 GA2086_MARKER: DR = REFERENCE MARK DISK
 GA2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2086_STAMPING: MOHAWK NO 1 1961
 GA2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2086+STABILITY: SURFACE MOTION
 GA2086
 GA2086  HISTORY     - Date     Condition        Report By
 GA2086  HISTORY     - 1961     MONUMENTED       CGS
 GA2086
 GA2086                          STATION DESCRIPTION
 GA2086
 GA2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2086'0.6 MI N FROM MOHAWK.
 GA2086'THIS MARK IS LOCATED AT THE MOHAWK 1961 STATION SITE, 23.3 FT.
 GA2086'SOUTH OF THE STATION MARK, 26 FT. SOUTHWEST OF POWER LINE POLE
 GA2086'WITH TRANSFORMER, 22 FT. EAST OF THE CENTER OF PAVED ROAD AND 21
 GA2086'FT. SOUTH OF THE SOUTHWEST CORNER OF A BARN LOT.  THE DISK IS SET
 GA2086'IN TOP OF A CONCRETE POST PROJECTING 1 INCH AND IS ABOUT 5 FT.
 GA2086'ABOVE THE LEVEL OF THE ROAD.  NOTE-- FOR DESCR. SEE STATION
 GA2086'MOHAWK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2088 ***********************************************************************
 GA2088  DESIGNATION -  MOHAWK RM 2
 GA2088  PID         -  GA2088
 GA2088  STATE/COUNTY-  TN/GREENE
 GA2088  USGS QUAD   -  MOHAWK (1980)
 GA2088
 GA2088                         *CURRENT SURVEY CONTROL
 GA2088  ___________________________________________________________________
 GA2088* NAD 83(1986)-  36 12 32.     (N)    083 03 28.     (W)     SCALED    
 GA2088* NAVD 88     -       356.183  (meters)    1168.58   (feet)  ADJUSTED  
 GA2088  ___________________________________________________________________
 GA2088  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2088  DYNAMIC HT  -         355.854 (meters)    1167.50  (feet)  COMP
 GA2088  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2088
 GA2088  VERT ORDER  -  SECOND    CLASS 0
 GA2088
 GA2088.The horizontal coordinates were scaled from a topographic map and have
 GA2088.an estimated accuracy of +/- 6 seconds.
 GA2088
 GA2088.The orthometric height was determined by differential leveling
 GA2088.and adjusted by the National Geodetic Survey in June 1991..
 GA2088
 GA2088.The geoid height was determined by GEOID03.
 GA2088
 GA2088.The dynamic height is computed by dividing the NAVD 88
 GA2088.geopotential number by the normal gravity value computed on the
 GA2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2088.degrees latitude (g = 980.6199 gals.).
 GA2088
 GA2088.The modeled gravity was interpolated from observed gravity values.
 GA2088
 GA2088;                    North         East    Units  Estimated Accuracy
 GA2088;SPC TN       -   212,070.      864,530.      MT  (+/- 180 meters Scaled)
 GA2088
 GA2088                          SUPERSEDED SURVEY CONTROL
 GA2088
 GA2088  NGVD 29 (??/??/92)  356.345  (m)         1169.11   (f) ADJ UNCH    2 0
 GA2088
 GA2088.Superseded values are not recommended for survey control.
 GA2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2088.See file dsdata.txt to determine how the superseded data were derived.
 GA2088
 GA2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150090(NAD 83)
 GA2088_MARKER: DR = REFERENCE MARK DISK
 GA2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2088_STAMPING: MOHAWK NO 2 1961
 GA2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2088+STABILITY: SURFACE MOTION
 GA2088
 GA2088  HISTORY     - Date     Condition        Report By
 GA2088  HISTORY     - 1961     MONUMENTED       CGS
 GA2088  HISTORY     - 1980     GOOD             NGS
 GA2088
 GA2088                          STATION DESCRIPTION
 GA2088
 GA2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2088'0.6 MI N FROM MOHAWK.
 GA2088'THIS MARK IS LOCATED AT THE MOHAWK 1961 STATION SITE, 26.2 FT.
 GA2088'SOUTHWEST OF THE STATION MARK, 28 FT. NORTHWEST OF A POWER LINE
 GA2088'POLE WITH TRANSFORMER, 22 FT. EAST OF THE CENTER OF PAVED ROAD AND
 GA2088'19.5 FT. NORTH OF SOUTHWEST CORNER POST OF BARN LOT.  THE DISK IS
 GA2088'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- FOR
 GA2088'DESCR. SEE STATION MOHAWK.
 GA2088
 GA2088                          STATION RECOVERY (1980)
 GA2088
 GA2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2088'IT IS 20 FEET NORTH OF A FENCE CORNER, 14 FEET SOUTH OF THE SOUTHWEST
 GA2088'CORNER OF A CONCRETE BLOCK WELL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3253 ***********************************************************************
 GA3253  DESIGNATION -  MOHAWK RM 3
 GA3253  PID         -  GA3253
 GA3253  STATE/COUNTY-  TN/GREENE
 GA3253  USGS QUAD   -  MOHAWK (1980)
 GA3253
 GA3253                         *CURRENT SURVEY CONTROL
 GA3253  ___________________________________________________________________
 GA3253* NAD 83(1986)-  36 12 32.     (N)    083 03 28.     (W)     SCALED    
 GA3253* NAVD 88     -       355.41   (meters)    1166.0    (feet)  RESET     
 GA3253  ___________________________________________________________________
 GA3253  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3253
 GA3253  VERT ORDER  -  THIRD
 GA3253
 GA3253.The horizontal coordinates were scaled from a topographic map and have
 GA3253.an estimated accuracy of +/- 6 seconds.
 GA3253
 GA3253.The orthometric height was computed from unverified reset data.
 GA3253.No vertical observational check was made to the station.
 GA3253
 GA3253.The geoid height was determined by GEOID03.
 GA3253
 GA3253;                    North         East    Units  Estimated Accuracy
 GA3253;SPC TN       -   212,070.      864,530.      MT  (+/- 180 meters Scaled)
 GA3253
 GA3253                          SUPERSEDED SURVEY CONTROL
 GA3253
 GA3253  NGVD 29 (10/12/01)  355.58   (m)         1166.6    (f) RESET       3  
 GA3253
 GA3253.Superseded values are not recommended for survey control.
 GA3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3253.See file dsdata.txt to determine how the superseded data were derived.
 GA3253
 GA3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150090(NAD 83)
 GA3253_MARKER: DR = REFERENCE MARK DISK
 GA3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3253_STAMPING: MOHAWK 1961 NO 3 1980
 GA3253_PROJECTION: PROJECTING 5 CENTIMETERS
 GA3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3253+STABILITY: SURFACE MOTION
 GA3253
 GA3253  HISTORY     - Date     Condition        Report By
 GA3253  HISTORY     - 1980     MONUMENTED       NGS
 GA3253
 GA3253                          STATION DESCRIPTION
 GA3253
 GA3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3253'0.6 MI NORTH FROM MOHAWK.
 GA3253'FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO A
 GA3253'T JUNCTION, THENCE 0.6 MILE NORTH ON A PAVED ROAD TO THE
 GA3253'CREST OF A SMALL HILL, TO A HOUSE ON THE LEFT, AND THE STATION
 GA3253'ON THE RIGHT, 24 FEET SOUTHWEST OF A POWERPOLE NO
 GA3253'C 61 EAST 98, 19 FEET SOUTH OF A FENCE CORNER, 23 FEET EASTOF THE
 GA3253'CENTERLINE OF PAVED ROAD AND 85 FEET NORTH OF THE CENTERLINE OF A
 GA3253'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1682 ***********************************************************************
 GC1682  DESIGNATION -  MOLLY
 GC1682  PID         -  GC1682
 GC1682  STATE/COUNTY-  TN/HUMPHREYS
 GC1682  USGS QUAD   -  MC EWEN (1982)
 GC1682
 GC1682                         *CURRENT SURVEY CONTROL
 GC1682  ___________________________________________________________________
 GC1682* NAD 83(1995)-  36 05 14.80050(N)    087 44 33.41731(W)     ADJUSTED  
 GC1682* NAVD 88     -       176.534  (meters)     579.18   (feet)  ADJUSTED  
 GC1682  ___________________________________________________________________
 GC1682  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC1682  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1682  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 GC1682  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1682
 GC1682  HORZ ORDER  -  SECOND
 GC1682  VERT ORDER  -  SECOND    CLASS 0
 GC1682
 GC1682.The horizontal coordinates were established by classical geodetic methods
 GC1682.and adjusted by the National Geodetic Survey in April 1999..
 GC1682
 GC1682.The orthometric height was determined by differential leveling
 GC1682.and adjusted by the National Geodetic Survey in June 1991..
 GC1682
 GC1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1682
 GC1682.The geoid height was determined by GEOID03.
 GC1682
 GC1682.The dynamic height is computed by dividing the NAVD 88
 GC1682.geopotential number by the normal gravity value computed on the
 GC1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1682.degrees latitude (g = 980.6199 gals.).
 GC1682
 GC1682.The modeled gravity was interpolated from observed gravity values.
 GC1682
 GC1682;                    North         East     Units Scale Factor Converg.
 GC1682;SPC TN       -   196,015.031   443,067.825   MT  0.99995815   -1 01 12.7
 GC1682;SPC TN       -   643,092.65  1,453,631.69   sFT  0.99995815   -1 01 12.7
 GC1682;UTM  16      - 3,993,902.619   433,143.182   MT  0.99965507   -0 26 14.8
 GC1682
 GC1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1682!SPC TN       -   0.99997681  x   0.99995815  =   0.99993496
 GC1682!UTM  16      -   0.99997681  x   0.99965507  =   0.99963189
 GC1682
 GC1682|---------------------------------------------------------------------|
 GC1682| PID    Reference Object                     Distance      Geod. Az  |
 GC1682|                                                           dddmmss.s |
 GC1682| GC1681 MOLLY RM 1                           18.806 METERS 06800     |
 GC1682| GC1683 MOLLY RM 2                           16.977 METERS 24911     |
 GC1682| GC1684 MOLLY AZ MK                                        2585318.6 |
 GC1682|---------------------------------------------------------------------|
 GC1682
 GC1682                          SUPERSEDED SURVEY CONTROL
 GC1682
 GC1682  NAD 83(1995)-  36 05 14.80218(N)    087 44 33.42094(W) AD(       ) 2
 GC1682  NAD 83(1995)-  36 05 14.80295(N)    087 44 33.42224(W) AD(       ) 2
 GC1682  NAD 83(1986)-  36 05 14.81034(N)    087 44 33.41934(W) AD(       ) 2
 GC1682  NAD 27      -  36 05 14.59355(N)    087 44 33.34046(W) AD(       ) 2
 GC1682  NGVD 29 (??/??/??)  176.56   (m)          579.3    (f) RESET       3  
 GC1682
 GC1682.Superseded values are not recommended for survey control.
 GC1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1682.See file dsdata.txt to determine how the superseded data were derived.
 GC1682
 GC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3314393903(NAD 83)
 GC1682_MARKER: DD = SURVEY DISK
 GC1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1682_STAMPING: MOLLY 1961
 GC1682_MARK LOGO: TNHD  
 GC1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1682+STABILITY: SURFACE MOTION
 GC1682
 GC1682  HISTORY     - Date     Condition        Report By
 GC1682  HISTORY     - 1961     MONUMENTED       TNHD
 GC1682  HISTORY     - 1961     GOOD             TNHD
 GC1682
 GC1682                          STATION DESCRIPTION
 GC1682
 GC1682'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1682'3 MI E FROM WAVERLY.
 GC1682'FROM THE COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY 70 FOR
 GC1682'2.9 MILES TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 GC1682'27 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 12 FEET WEST
 GC1682'OF A FENCE CORNER, AND 2.5 FEET NORTHWEST OF A WITNESS POST.  THE
 GC1682'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC1682'THE GROUND.
 GC1682
 GC1682                          STATION RECOVERY (1961)
 GC1682
 GC1682'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1682'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WAVERLY.
 GC1682'
 GC1682'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC1682'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY
 GC1682'70 FOR 2.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1682'
 GC1682'THE STATION IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC1682'U.S. HIGHWAY 70, 12 FEET WEST OF A FENCE CORNER, AND 2.5 FEET
 GC1682'NORTHWEST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 GC1682'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED MOLLY
 GC1682'1961.  THE UNDERGROUND DISK IS ABOUT 30 INCHES BELOW THE
 GC1682'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC1682'FLUSH, CONCRETE MONUMENT.
 GC1682'
 GC1682'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE
 GC1682'CENTER OF U.S. HIGHWAY 70, 22 FEET WEST OF THE APPROXIMATE
 GC1682'CENTER OF A DRIVEWAY, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 GC1682'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC1682'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1682'MOLLY RM-1 1961.
 GC1682'
 GC1682'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE APPROXIMATE
 GC1682'CENTER OF U.S. HIGHWAY 70 AND 68 FEET WEST OF A FENCE
 GC1682'CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1682'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC1682'THE DISK IS STAMPED MOLLY RM-2 1961.
 GC1682'
 GC1682'THE AZIMUTH MARK IS 19 FEET NORTHWEST OF A POWER POLE AND 15
 GC1682'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70.  THE
 GC1682'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1682'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1682'STAMPED MOLLY AZI 1961.
 GC1682'
 GC1682'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 GC1682'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC1682'
 GC1682'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1684 ***********************************************************************
 GC1684  DESIGNATION -  MOLLY AZ MK
 GC1684  PID         -  GC1684
 GC1684  STATE/COUNTY-  TN/HUMPHREYS
 GC1684  USGS QUAD   -  MC EWEN (1982)
 GC1684
 GC1684                         *CURRENT SURVEY CONTROL
 GC1684  ___________________________________________________________________
 GC1684* NAD 83(1986)-  36 05 13.     (N)    087 44 47.     (W)     SCALED    
 GC1684* NAVD 88     -       175.472  (meters)     575.69   (feet)  ADJUSTED  
 GC1684  ___________________________________________________________________
 GC1684  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1684  DYNAMIC HT  -         175.320 (meters)     575.20  (feet)  COMP
 GC1684  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 GC1684
 GC1684  VERT ORDER  -  SECOND    CLASS 0
 GC1684
 GC1684.The horizontal coordinates were scaled from a topographic map and have
 GC1684.an estimated accuracy of +/- 6 seconds.
 GC1684
 GC1684.The orthometric height was determined by differential leveling
 GC1684.and adjusted by the National Geodetic Survey in June 1991..
 GC1684
 GC1684.The geoid height was determined by GEOID03.
 GC1684
 GC1684.The dynamic height is computed by dividing the NAVD 88
 GC1684.geopotential number by the normal gravity value computed on the
 GC1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1684.degrees latitude (g = 980.6199 gals.).
 GC1684
 GC1684.The modeled gravity was interpolated from observed gravity values.
 GC1684
 GC1684;                    North         East    Units  Estimated Accuracy
 GC1684;SPC TN       -   195,970.      442,730.      MT  (+/- 180 meters Scaled)
 GC1684
 GC1684                          SUPERSEDED SURVEY CONTROL
 GC1684
 GC1684  NGVD 29 (??/??/??)  175.52   (m)          575.9    (f) RESET       3  
 GC1684
 GC1684.Superseded values are not recommended for survey control.
 GC1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1684.See file dsdata.txt to determine how the superseded data were derived.
 GC1684
 GC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE328938(NAD 83)
 GC1684_MARKER: DZ = AZIMUTH MARK DISK
 GC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1684_STAMPING: MOLLY AZI 1961
 GC1684_MARK LOGO: TNHD  
 GC1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1684+STABILITY: SURFACE MOTION
 GC1684
 GC1684  HISTORY     - Date     Condition        Report By
 GC1684  HISTORY     - 1961     MONUMENTED       TNHD
 GC1684
 GC1684                          STATION DESCRIPTION
 GC1684
 GC1684'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1684'2.7 MI E FROM WAVERLY.
 GC1684'FROM THE COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY 70 FOR
 GC1684'2.7 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 15 FEET
 GC1684'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, AND 19 FEET NORTHWEST
 GC1684'OF A POWER POLE.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1684'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1681 ***********************************************************************
 GC1681  DESIGNATION -  MOLLY RM 1
 GC1681  PID         -  GC1681
 GC1681  STATE/COUNTY-  TN/HUMPHREYS
 GC1681  USGS QUAD   -  MC EWEN (1982)
 GC1681
 GC1681                         *CURRENT SURVEY CONTROL
 GC1681  ___________________________________________________________________
 GC1681* NAD 83(1986)-  36 05 15.     (N)    087 44 32.     (W)     SCALED    
 GC1681* NAVD 88     -       176.944  (meters)     580.52   (feet)  ADJUSTED  
 GC1681  ___________________________________________________________________
 GC1681  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1681  DYNAMIC HT  -         176.791 (meters)     580.02  (feet)  COMP
 GC1681  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1681
 GC1681  VERT ORDER  -  SECOND    CLASS 0
 GC1681
 GC1681.The horizontal coordinates were scaled from a topographic map and have
 GC1681.an estimated accuracy of +/- 6 seconds.
 GC1681
 GC1681.The orthometric height was determined by differential leveling
 GC1681.and adjusted by the National Geodetic Survey in June 1991..
 GC1681
 GC1681.The geoid height was determined by GEOID03.
 GC1681
 GC1681.The dynamic height is computed by dividing the NAVD 88
 GC1681.geopotential number by the normal gravity value computed on the
 GC1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1681.degrees latitude (g = 980.6199 gals.).
 GC1681
 GC1681.The modeled gravity was interpolated from observed gravity values.
 GC1681
 GC1681;                    North         East    Units  Estimated Accuracy
 GC1681;SPC TN       -   196,020.      443,100.      MT  (+/- 180 meters Scaled)
 GC1681
 GC1681                          SUPERSEDED SURVEY CONTROL
 GC1681
 GC1681  NGVD 29 (??/??/??)  176.97   (m)          580.6    (f) RESET       3  
 GC1681
 GC1681.Superseded values are not recommended for survey control.
 GC1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1681.See file dsdata.txt to determine how the superseded data were derived.
 GC1681
 GC1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE331939(NAD 83)
 GC1681_MARKER: DR = REFERENCE MARK DISK
 GC1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1681_STAMPING: MOLLY RM-1 1961
 GC1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1681+STABILITY: SURFACE MOTION
 GC1681
 GC1681  HISTORY     - Date     Condition        Report By
 GC1681  HISTORY     - 1961     MONUMENTED       TNHD
 GC1681
 GC1681                          STATION DESCRIPTION
 GC1681
 GC1681'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1681'3 MI E FROM WAVERLY.
 GC1681'THIS MARK IS LOCATED AT THE MOLLY 1961 STATION SITE, 28 FEET
 GC1681'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 22 FEET WEST OF THE
 GC1681'CENTERLINE OF A DRIVEWAY, AND 1 FOOT NORTH OF A FENCE.  THE
 GC1681'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC1681'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1683 ***********************************************************************
 GC1683  DESIGNATION -  MOLLY RM 2
 GC1683  PID         -  GC1683
 GC1683  STATE/COUNTY-  TN/HUMPHREYS
 GC1683  USGS QUAD   -  MC EWEN (1982)
 GC1683
 GC1683                         *CURRENT SURVEY CONTROL
 GC1683  ___________________________________________________________________
 GC1683* NAD 83(1986)-  36 05 15.     (N)    087 44 32.     (W)     SCALED    
 GC1683* NAVD 88     -       176.528  (meters)     579.16   (feet)  ADJUSTED  
 GC1683  ___________________________________________________________________
 GC1683  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1683  DYNAMIC HT  -         176.374 (meters)     578.65  (feet)  COMP
 GC1683  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1683
 GC1683  VERT ORDER  -  SECOND    CLASS 0
 GC1683
 GC1683.The horizontal coordinates were scaled from a topographic map and have
 GC1683.an estimated accuracy of +/- 6 seconds.
 GC1683
 GC1683.The orthometric height was determined by differential leveling
 GC1683.and adjusted by the National Geodetic Survey in June 1991..
 GC1683
 GC1683.The geoid height was determined by GEOID03.
 GC1683
 GC1683.The dynamic height is computed by dividing the NAVD 88
 GC1683.geopotential number by the normal gravity value computed on the
 GC1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1683.degrees latitude (g = 980.6199 gals.).
 GC1683
 GC1683.The modeled gravity was interpolated from observed gravity values.
 GC1683
 GC1683;                    North         East    Units  Estimated Accuracy
 GC1683;SPC TN       -   196,020.      443,100.      MT  (+/- 180 meters Scaled)
 GC1683
 GC1683                          SUPERSEDED SURVEY CONTROL
 GC1683
 GC1683  NGVD 29 (??/??/??)  176.55   (m)          579.2    (f) RESET       3  
 GC1683
 GC1683.Superseded values are not recommended for survey control.
 GC1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1683.See file dsdata.txt to determine how the superseded data were derived.
 GC1683
 GC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE331939(NAD 83)
 GC1683_MARKER: DR = REFERENCE MARK DISK
 GC1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1683_STAMPING: MOLLY RM-2 1961
 GC1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1683+STABILITY: SURFACE MOTION
 GC1683
 GC1683  HISTORY     - Date     Condition        Report By
 GC1683  HISTORY     - 1961     MONUMENTED       TNHD
 GC1683
 GC1683                          STATION DESCRIPTION
 GC1683
 GC1683'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1683'3 MI E FROM WAVERLY.
 GC1683'THIS MARK IS LOCATED AT THE MOLLY 1961 STATION SITE, 26 FEET
 GC1683'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, AND 68 FEET WEST OF
 GC1683'A FENCE CORNER.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1683'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2537 ***********************************************************************
 GA2537  DESIGNATION -  MONROE
 GA2537  PID         -  GA2537
 GA2537  STATE/COUNTY-  TN/UNION
 GA2537  USGS QUAD   -  GRAVESTON (1987)
 GA2537
 GA2537                         *CURRENT SURVEY CONTROL
 GA2537  ___________________________________________________________________
 GA2537* NAD 83(1995)-  36 14 49.93272(N)    083 47 43.00997(W)     ADJUSTED  
 GA2537* NAVD 88     -       384.892  (meters)    1262.77   (feet)  ADJUSTED  
 GA2537  ___________________________________________________________________
 GA2537  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GA2537  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2537  DYNAMIC HT  -         384.541 (meters)    1261.61  (feet)  COMP
 GA2537  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2537
 GA2537  HORZ ORDER  -  SECOND
 GA2537  VERT ORDER  -  SECOND    CLASS 0
 GA2537
 GA2537.The horizontal coordinates were established by classical geodetic methods
 GA2537.and adjusted by the National Geodetic Survey in April 1999..
 GA2537
 GA2537.The orthometric height was determined by differential leveling
 GA2537.and adjusted by the National Geodetic Survey in June 1991..
 GA2537
 GA2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2537
 GA2537.The geoid height was determined by GEOID03.
 GA2537
 GA2537.The dynamic height is computed by dividing the NAVD 88
 GA2537.geopotential number by the normal gravity value computed on the
 GA2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2537.degrees latitude (g = 980.6199 gals.).
 GA2537
 GA2537.The modeled gravity was interpolated from observed gravity values.
 GA2537
 GA2537;                    North         East     Units Scale Factor Converg.
 GA2537;SPC TN       -   214,576.333   798,141.544   MT  0.99997433   +1 17 26.6
 GA2537;SPC TN       -   703,989.19  2,618,569.38   sFT  0.99997433   +1 17 26.6
 GA2537;UTM  17      - 4,014,991.878   248,826.387   MT  1.00037739   -1 39 13.1
 GA2537
 GA2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2537!SPC TN       -   0.99994442  x   0.99997433  =   0.99991875
 GA2537!UTM  17      -   0.99994442  x   1.00037739  =   1.00032179
 GA2537
 GA2537:                Primary Azimuth Mark                     Grid Az
 GA2537:SPC TN       -  MONROE AZ MK                             010 32 00.4
 GA2537:UTM  17      -  MONROE AZ MK                             013 28 40.1
 GA2537
 GA2537|---------------------------------------------------------------------|
 GA2537| PID    Reference Object                     Distance      Geod. Az  |
 GA2537|                                                           dddmmss.s |
 GA2537| GA2536 MONROE AZ MK                        APPROX. 0.5 KM 0114927.0 |
 GA2537| GA2538 MONROE RM 1                          14.305 METERS 15547     |
 GA2537| GA2539 MONROE RM 2                          18.906 METERS 33454     |
 GA2537|---------------------------------------------------------------------|
 GA2537
 GA2537                          SUPERSEDED SURVEY CONTROL
 GA2537
 GA2537  NAD 83(1995)-  36 14 49.93694(N)    083 47 43.01155(W) AD(       ) 2
 GA2537  NAD 83(1995)-  36 14 49.93775(N)    083 47 43.00941(W) AD(       ) 2
 GA2537  NAD 83(1995)-  36 14 49.94020(N)    083 47 43.01125(W) AD(       ) 2
 GA2537  NAD 83(1986)-  36 14 49.94380(N)    083 47 43.00992(W) AD(       ) 2
 GA2537  NAD 27      -  36 14 49.65257(N)    083 47 43.33426(W) AD(       ) 2
 GA2537  NGVD 29 (??/??/92)  384.962  (m)         1263.00   (f) ADJ UNCH    2 0
 GA2537
 GA2537.Superseded values are not recommended for survey control.
 GA2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2537.See file dsdata.txt to determine how the superseded data were derived.
 GA2537
 GA2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4882614992(NAD 83)
 GA2537_MARKER: DD = SURVEY DISK
 GA2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2537_STAMPING: MONROE 1964
 GA2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2537+STABILITY: SURFACE MOTION
 GA2537
 GA2537  HISTORY     - Date     Condition        Report By
 GA2537  HISTORY     - 1964     MONUMENTED       TNHD
 GA2537  HISTORY     - 1964     GOOD             TNHD
 GA2537
 GA2537                          STATION DESCRIPTION
 GA2537
 GA2537'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2537'THE STATION IS LOCATED JUST SOUTH OF MAYNARDVILLE.
 GA2537'
 GA2537'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON
 GA2537'STATE ROUTE 33 FOR 0.1
 GA2537'MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND
 GA2537'GO 0.2 MILE TO THE STATION ON THE
 GA2537'LEFT.
 GA2537'
 GA2537'THE STATION IS 48 FEET EAST OF A GRAVELED ROAD, 6 FEET WEST OF A WIRE
 GA2537'FENCE AND 5.5 FEET
 GA2537'SOUTHWEST OF A WITNESS POST.  THE SURFACE AND
 GA2537'UNDERGROUND MARKS ARE STANDARD
 GA2537'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2537'ARE STAMPED MONROE 1964.  THE UNDERGROUND MARK IS
 GA2537'ABOUT 30 INCHES
 GA2537'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA2537'FLUSH, CONCRETE
 GA2537'MONUMENT.
 GA2537'
 GA2537'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF THE NORTHWEST CORNER OF A
 GA2537'BARN AND 2 FEET WEST OF
 GA2537'A WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2537'DEPARTMENT DISK SET IN A 10-INCH
 GA2537'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2537'THE DISK IS STAMPED MONROE RM-1 1964.
 GA2537'
 GA2537'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF A UTILITY POLE NO. 25, 23
 GA2537'FEET NORTHWEST OF A
 GA2537'FENCE CORNER AND 11 FEET EAST OF THE TOP OF A CUT.  IT
 GA2537'IS A STANDARD TENNESSEE HIGHWAY
 GA2537'DEPARTMENT DISK SET IN A 10-INCH
 GA2537'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2537'STAMPED MONROE RM-2
 GA2537'1964.
 GA2537'
 GA2537'THE AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2537'ROUTE 33 AND 4 FEET WEST
 GA2537'OF TELEPHONE POLE NO.53 AND 2.9 FEET SOUTH A WITNESS
 GA2537'POST.  IT IS A STANDARD TENNESSEE
 GA2537'HIGHWAY DEPARTMENT DISK SET IN A
 GA2537'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2537'DISK IS STAMPED
 GA2537'MONROE AZI 1964.
 GA2537'
 GA2537'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2537'EAST ON STATE ROUTE 33
 GA2537'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GA2537'
 GA2537'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT TOWER.
 GA2537'
 GA2537'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 GA2537
 GA2537                          STATION RECOVERY (1964)
 GA2537
 GA2537'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2537'AT MAYNARDVILLE.
 GA2537'FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON STATE ROUTE 33
 GA2537'FOR 0.1 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THE
 GA2537'GRAVELED ROAD AND GO 0.2 MILE TO THE STATION ON THE LEFT.  THE
 GA2537'STATION MARK IS 48 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2537'GRAVELED ROAD, 6 FEET WEST OF A WIRE FENCE AND 5.5 FEET SOUTHWEST
 GA2537'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2537'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2537'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0923 ***********************************************************************
 FC0923  CBN         -  This is a Cooperative Base Network Control Station.
 FC0923  DESIGNATION -  MONROE
 FC0923  PID         -  FC0923
 FC0923  STATE/COUNTY-  TN/MONROE
 FC0923  USGS QUAD   -  NIOTA (1990)
 FC0923
 FC0923                         *CURRENT SURVEY CONTROL
 FC0923  ___________________________________________________________________
 FC0923* NAD 83(1995)-  35 36 09.81668(N)    084 30 49.23256(W)     ADJUSTED  
 FC0923* NAVD 88     -       302.255  (meters)     991.65   (feet)  ADJUSTED  
 FC0923  ___________________________________________________________________
 FC0923  X           -     496,398.087 (meters)                     COMP
 FC0923  Y           -  -5,168,220.979 (meters)                     COMP
 FC0923  Z           -   3,692,599.289 (meters)                     COMP
 FC0923  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FC0923  ELLIP HEIGHT-         271.87  (meters)          (08/03/04) GPS OBS
 FC0923  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0923  DYNAMIC HT  -         301.961 (meters)     990.68  (feet)  COMP
 FC0923  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0923
 FC0923  HORZ ORDER  -  A
 FC0923  VERT ORDER  -  SECOND    CLASS 0
 FC0923  ELLP ORDER  -  FOURTH    CLASS I
 FC0923
 FC0923.The horizontal coordinates were established by GPS observations
 FC0923.and adjusted by the National Geodetic Survey in August 2004..
 FC0923
 FC0923.The orthometric height was determined by differential leveling
 FC0923.and adjusted by the National Geodetic Survey in June 1991..
 FC0923
 FC0923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0923
 FC0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0923
 FC0923.The ellipsoidal height was determined by GPS observations
 FC0923.and is referenced to NAD 83.
 FC0923
 FC0923.The geoid height was determined by GEOID03.
 FC0923
 FC0923.The dynamic height is computed by dividing the NAVD 88
 FC0923.geopotential number by the normal gravity value computed on the
 FC0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0923.degrees latitude (g = 980.6199 gals.).
 FC0923
 FC0923.The modeled gravity was interpolated from observed gravity values.
 FC0923
 FC0923;                    North         East     Units Scale Factor Converg.
 FC0923;SPC TN       -   141,860.694   734,670.352   MT  0.99995651   +0 52 12.6
 FC0923;SPC TN       -   465,421.29  2,410,330.98   sFT  0.99995651   +0 52 12.6
 FC0923;UTM  16      - 3,942,732.488   725,227.966   MT  1.00022516   +1 26 53.0
 FC0923
 FC0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0923!SPC TN       -   0.99995733  x   0.99995651  =   0.99991384
 FC0923!UTM  16      -   0.99995733  x   1.00022516  =   1.00018248
 FC0923
 FC0923:                Primary Azimuth Mark                     Grid Az
 FC0923:SPC TN       -  MONROE AZ MK 2                           111 21 07.5
 FC0923:UTM  16      -  MONROE AZ MK 2                           110 46 27.1
 FC0923
 FC0923|---------------------------------------------------------------------|
 FC0923| PID    Reference Object                     Distance      Geod. Az  |
 FC0923|                                                           dddmmss.s |
 FC0923| CZ4943 MONROE AZ MK 2                                     1121320.1 |
 FC0923| FC0921 MONROE AZ MK                                       1121322.7 |
 FC0923| FC0922 MONROE RM 1                          10.008 METERS 25300     |
 FC0923| FC0924 MONROE RM 2                          19.750 METERS 32834     |
 FC0923|---------------------------------------------------------------------|
 FC0923
 FC0923                          SUPERSEDED SURVEY CONTROL
 FC0923
 FC0923  NAD 83(1995)-  35 36 09.82061(N)    084 30 49.21947(W) AD(       ) 2
 FC0923  NAD 83(1995)-  35 36 09.82607(N)    084 30 49.21962(W) AD(       ) 2
 FC0923  NAD 83(1986)-  35 36 09.83098(N)    084 30 49.21783(W) AD(       ) 2
 FC0923  NAD 27      -  35 36 09.56430(N)    084 30 49.46960(W) AD(       ) 2
 FC0923  NAVD 88 (08/03/04)  302.25   (m)          991.6    (f) LEVELING    3  
 FC0923  NGVD 29 (??/??/92)  302.334  (m)          991.91   (f) ADJ UNCH    2 0
 FC0923
 FC0923.Superseded values are not recommended for survey control.
 FC0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0923.See file dsdata.txt to determine how the superseded data were derived.
 FC0923
 FC0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2522842732(NAD 83)
 FC0923_MARKER: DE = TRAVERSE STATION DISK
 FC0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0923_SP_SET: MONUMENT
 FC0923_STAMPING: MONROE 1961
 FC0923_MARK LOGO: CGS   
 FC0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0923+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC0923
 FC0923  HISTORY     - Date     Condition        Report By
 FC0923  HISTORY     - 1961     MONUMENTED       CGS
 FC0923  HISTORY     - 1969     GOOD             CGS
 FC0923  HISTORY     - 1969     GOOD             NGS
 FC0923  HISTORY     - 1980     GOOD             NGS
 FC0923  HISTORY     - 20031010 GOOD             TNDT
 FC0923
 FC0923                          STATION DESCRIPTION
 FC0923
 FC0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0923'THE STATION IS LOCATED ON THE EAST SIDE OF A GRAVELED ROAD ABOUT
 FC0923'2-1/4 MILES WEST OF SWEETWATER AND 3 MILES
 FC0923'SOUTH-SOUTHEAST OF LUTTRELL.
 FC0923'
 FC0923'THE STATION IS REACHED FROM THE POST OFFICE IN SWEETWATER BY GOING
 FC0923'SOUTH ON U.S. HIGHWAY 11 FOR 0.25 MILE TO THE JUNCTION OF
 FC0923'STATE ROUTE 68, TURN RIGHT AND FOLLOW STATE ROUTE 68 FOR 2.55 MILES
 FC0923'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 FC0923'0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE
 FC0923'STATION ON THE RIGHT JUST INSIDE THE FENCE.
 FC0923'
 FC0923'THE STATION IS 41 FEET SOUTH OF A MAIL BOX WITH THE NAME, JOE P.
 FC0923'BILDERBACK, 17 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC0923'GRAVELED ROAD, 3.6 FEET NORTHEAST OF A WITNESS SIGN POST AND 3 FEET
 FC0923'SOUTHEAST OF A POWER LINE POLE MARKED WITH A NUMBER 3. THE
 FC0923'MARK IS SET FLUSH, IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC0923'MONUMENT AND IS STAMPED MONROE 1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 1 IS 56 FEET SOUTH OF THE MAIL BOX, 15 FEET WEST
 FC0923'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A
 FC0923'NORTH-SOUTH FENCE LINE. IT IS A FLUSH MARK AND IS A STANDARD DISK SET
 FC0923'IN A SQUARE CONCRETE MONUMENT.  THE MARK IS STAMPED MONROE NO 1
 FC0923'1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE MAIL BOX, 20 FEET NORTH
 FC0923'OF THE APPROXIMATE CENTER OF DRIVEWAY LEADING TO JOE P. BILDERBACKS
 FC0923'RESIDENCE AND 14 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0923'ROAD. IT IS A FLUSH MARK AND IS A STANDARD DISK SET IN A SQUARE
 FC0923'CONCRETE MONUMENT. THE MARK IS STAMPED MONROE NO 2 1961.
 FC0923'
 FC0923'THE AZIMUTH MARK IS 36 FEET EAST OF A POWER LINE POLE, 25 FEET NORTH
 FC0923'OF THE APPROXIMATE CENTER OF STATE ROUTE 68 AND 2.3 FEET WEST
 FC0923'OF A WITNESS SIGN POST. IT IS IN THE SOUTH EDGE OF CHARLES LANCES
 FC0923'YARD. THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC0923'MONUMENT WHICH PROJECTS 2 INCHES, IT IS STAMPED MONROE 1961.
 FC0923'
 FC0923'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FC0923
 FC0923                          STATION RECOVERY (1969)
 FC0923
 FC0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0923'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC0923'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. IN
 FC0923'1968 THE AZIMUTH MARK WAS STRUCK BY A CAR DURING AN ACCIDENT AND WAS
 FC0923'BADLY TILTED. THE MARK WAS REPLUMBED AND CEMENTED AROUND IN 1968 BY
 FC0923'THE TENNESSEE HIGHWAY DEPARTMENT DISTRICT NO. 1 GEODETIC SECTION AND
 FC0923'THE DISK ALTERED TO READ MONROE 1961 1968, BUT THE STATION WAS NEVER
 FC0923'OCCUPIED TO CHECK THE DIRECTION. THE STATION WAS OCCUPIED THIS DATE
 FC0923'AND THE ANGLES OBSERVED ON THE AZIMUTH MARK AND THE REFERENCE MARKS
 FC0923'USING TRAVERSE STATION SOUTHERLAND AS THE INITIAL. WHEN THE OBS WERE
 FC0923'COMPLETED A DIFFERENCE OF ONLY MINUS 00 DEG 00 MIN 01.6 SEC WAS NOTED
 FC0923'IN THE DIRECTION OF THE AZIMUTH MARK AND THE REFERENCE MARKS CHECKED
 FC0923'WELL WITHIN THE REQUIRED LIMITS. IN CHECKING THE HORIZONTAL MEASURED
 FC0923'DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS THE FOLLOWING
 FC0923'DISCREPANCIES WERE NOTED. STATION TO REFERENCE MARK NO. 1 MINUS 0.03
 FC0923'OF A FOOT AND STATION TO REFERENCE MARK NO. 2 MINUS 0.04 OF A FOOT.
 FC0923'
 FC0923'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0923'
 FC0923'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF LUTRELL,
 FC0923'ABOUT 2-1/2 MILES WEST OF SWEETWATER, ALONG THE EAST SIDE OF
 FC0923'A GRAVELED ROAD, AND NEAR THE NORTH RIGHT-OF-WAY OF INTERSTATE ROUTE
 FC0923'75.
 FC0923'
 FC0923'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO SOUTHWEST
 FC0923'ON U. S. HIGHWAY 11E FOR 0.25 OF A MILE TO THE JUNCTION WITH
 FC0923'STATE ROUTE 68. HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 68 FOR
 FC0923'2.55 MILES TO A GRAVELED T ROAD RIGHT AND THE AZIMUTH MARK IN
 FC0923'THE NORTHEAST ANGLE AS DESCRIBED. CONTINUE WESTERLY ON STATE ROUTE 68
 FC0923'FOR 0.4 OF A MILE TO A GRAVELED T ROAD RIGHT, TURN RIGHT ON
 FC0923'THIS GRAVELED ROAD AND GO NORTHERLY FOR 0.2 OF A MILE TO A
 FC0923'GRAVELED DRIVEWAY LEFT LEADING INTO THE JOE P. BILDERBACK FARM AND
 FC0923'THE STATION ON THE RIGHT JUST EAST OF A FENCE
 FC0923'
 FC0923'THE STATION IS 62 FEET NORTH-NORTHEAST AND ACROSS THE GRAVELED ROAD
 FC0923'FROM AN 18-INCH CEDAR TREE, 34 FEET SOUTH- SOUTHEAST OF THE
 FC0923'APPROXIMATE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND THE
 FC0923'DRIVEWAY WEST, 26 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC0923'FIELD GATE, 18 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0923'ROAD, 3.7 FEET NORTHEAST OF A STEEL POST, 3.0 FEET EAST OF
 FC0923'GUYED UTILITY POLE NO 3, 2.5 FEET EAST OF A FENCE, AND 1.0 FOOT NORTH
 FC0923'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FC0923'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1
 FC0923'INCH BELOW THE SURFACE AND THE DISK IS STAMPED MONROE 1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 1 IS 44 FEET NORTH OF AN 18-INCH CEDAR TREE, 43
 FC0923'FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 37 FEET SOUTH-SOUTHWEST
 FC0923'OF THE APPROXIMATE INTERSECTION OF THE GRAVELED ROAD AND THE DRIVEWAY
 FC0923'WEST, 27 FEET SOUTH OF A NORTH EAST FENCE CORNER POST, 14 FEET
 FC0923'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.0 FOOT
 FC0923'EAST OF A METAL WITNESS POST AND SIGN IN A NORTH-SOUTH FENCE.
 FC0923'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC0923'CONCRETE MONUMENT AND THE DISK IS STAMPED MONROE NO 1 1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FC0923'OF THE INTERSECTION OF THE GRAVELED ROAD AND THE DRIVEWAY WEST,
 FC0923'30 FEET NORTH-NORTHEAST OF A GUYED POWERLINE POLE, 21 FEET NORTH OF
 FC0923'THE APPROXIMATE CENTER OF THE DRIVEWAY, 16 FEET WEST OF THE
 FC0923'APPROXIMATE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A FENCE, AND
 FC0923'0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A
 FC0923'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0923'MONUMENT AND THE DISK IS STAMPED MONROE NO 2 1961.
 FC0923'
 FC0923'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC0923'REFERENCE MARK NO. 2 IS 64.95 FEET - 19.795 METERS.
 FC0923'
 FC0923'THE AZIMUTH MARK IS 67 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC0923'INTERSECTION OF STATE ROUTE 68 AND A T ROAD NORTH, 45 FEET
 FC0923'NORTH AND ACROSS STATE ROUTE 68 FROM A GUYED POWERLINE POLE, 38 FEET
 FC0923'WEST OF A 24-INCH WHITE OAK TREE, 34 FEET EAST OF A GUYED
 FC0923'TELEPHONE POLE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 FC0923'ROUTE 68, 12 FEET SOUTH OF A GUYED POWERLINE TRANSFORMER
 FC0923'POLE, 2.3 FEET WEST OF A METAL WITNESS POST AND SIGN, AND IN THE YARD
 FC0923'OF MR. CHARLES LANCE. IT IS A STANDARD DISK SET IN THE TOP
 FC0923'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 FC0923'INCHES AND THE DISK IS STAMPED MONROE 1961 1968.
 FC0923'
 FC0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2-1/2 MILES
 FC0923'WEST OF SWEETWATER.
 FC0923
 FC0923                          STATION RECOVERY (1969)
 FC0923
 FC0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0923'2.5 MI W FROM SWEETWATER.
 FC0923'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 FC0923'THE MARK FROM THE POST OFFICE IN SWEETWATER, GO SOUTHWEST ON
 FC0923'U.S. HIGHWAY 11E FOR 0.25 OF A MILE TO THE JUNCTION OF STATE ROUTE
 FC0923'68.  HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 68 FOR 2.95
 FC0923'MILES TO A GRAVELED T ROAD RIGHT, TURN RIGHT ON THIS GRAVELED
 FC0923'ROAD AND GO NORTHERLY FOR 0.2 OF A MILE TO A GRAVELED DRIVEWAY
 FC0923'LEFT LEADING INTO THE JOE P. BILDERBACK FARM AND TRAVERSE STATION
 FC0923'MONROE 1961 ON THE RIGHT.  THE MARK IS 64.80 FEET SOUTHEAST OF
 FC0923'MONROE R.M. 2, 64 FEET NORTH-NORTHEAST AND ACROSS THE GRAVELED ROAD
 FC0923'FROM AN 18-INCH CEDAR TREE, 34 FEET SOUTH-SOUTHEAST OF THE
 FC0923'APPROXIMATE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND THE
 FC0923'DRIVEWAY WEST, 32.84 FEET EAST OF MONROE R.M. 1, 26 FEET SOUTH
 FC0923'OF THE APPROXIMATE CENTER OF A FIELD GATE, 18 FEET EAST OF THE
 FC0923'APPROXIMATE CENTER OF THE GRAVELED ROAD, 3.7 FEET NORTHEAST OF A
 FC0923'STEEL POST, 3.0 FEET EAST OF A GUYED UTILITY POLE NO. 3, 2.5
 FC0923'FEET EAST OF A FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS
 FC0923'POST AND SIGN.  IT IS A STANDARD TRAVERSE STATION DISK SET IN
 FC0923'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH
 FC0923'BELOW THE SURFACE AND THE DISK IS STAMPED MONROE 1961.
 FC0923
 FC0923                          STATION RECOVERY (1980)
 FC0923
 FC0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC0923'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AFTER
 FC0923'A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND UPROOTED AND THE DISK WAS
 FC0923'SALVAGED.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY
 FC0923'GRADING.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS
 FC0923'
 FC0923'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF SWEETWATE, ALONG THE
 FC0923'WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 75, 99 FEET SOUTHEAST OF THE
 FC0923'SOUTHEAST CORNER OF BILDERBACK ANIMAL CLINIC, 1 FOOT EAST OF THE
 FC0923'RIGHT-OF-WAY FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET
 FC0923'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 62 FEET NORTH OF A 20
 FC0923'INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FC0923'STAMPED---MONROE 1961---.
 FC0923'
 FC0923'TO REACH THE STATION FROM THE STATE HIGHWAY 68 OVERPASS OF INTERSTATE
 FC0923'HIGHWAY 75, GO NORTH ON I 75 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 FC0923'
 FC0923'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 FC0923'STAMPED---MONROE 1961 NO 3 1980, PROJECTING 3 INCHES, 6 FEET EAST OF
 FC0923'THE FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 84 FEET EAST OF
 FC0923'THE SOUTHEAST CORNER OF THE CLINIC.
 FC0923'
 FC0923'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 FC0923'STAMPED---MONROE 1961 NO 3 1980---PROJECTING 1 INCH, 19 FEET EAST
 FC0923'OF THE SOUTHEAST CORNER OF THE CLINIC, 6 INCHES SOUTHEAST OF THE
 FC0923'SOUTHEAST CORNER OF A CONCRETE SLAB FOR AN ANIMAL RUN, 16 FEET NORTH
 FC0923'OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND 78 FEET WEST OF THE
 FC0923'RIGHT-OF-WAY FENCE.
 FC0923'
 FC0923'THE AZIMUTH MARK IS 0.35 MILE EAST, ACROSS I 75 AND ALONG OLD
 FC0923'HIGHWAY 68, 45 FEET NORTH OF A GUYED POWER POLE, 34 FEET EAST OF A
 FC0923'TELEPHONE POLE, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67 FEET
 FC0923'EAST OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD NORTH, 2
 FC0923'FEET WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 FC0923'AND THE DISK IS STAMPED---MONROE 1961 1968---.
 FC0923
 FC0923                          STATION RECOVERY (2003)
 FC0923
 FC0923'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC0923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2397 ***********************************************************************
 GB2397  DESIGNATION -  MONROE
 GB2397  PID         -  GB2397
 GB2397  STATE/COUNTY-  TN/OVERTON
 GB2397  USGS QUAD   -  LIVINGSTON (1986)
 GB2397
 GB2397                         *CURRENT SURVEY CONTROL
 GB2397  ___________________________________________________________________
 GB2397* NAD 83(1995)-  36 26 21.56853(N)    085 16 28.54717(W)     ADJUSTED  
 GB2397* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 GB2397  ___________________________________________________________________
 GB2397  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GB2397  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB2397
 GB2397  HORZ ORDER  -  THIRD
 GB2397
 GB2397.The horizontal coordinates were established by classical geodetic methods
 GB2397.and adjusted by the National Geodetic Survey in April 1999..
 GB2397
 GB2397.The orthometric height was scaled from a topographic map.
 GB2397
 GB2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2397
 GB2397.The geoid height was determined by GEOID03.
 GB2397
 GB2397;                    North         East     Units Scale Factor Converg.
 GB2397;SPC TN       -   233,904.000   665,040.044   MT  1.00000410   +0 25 28.8
 GB2397;SPC TN       -   767,400.04  2,181,885.54   sFT  1.00000410   +0 25 28.8
 GB2397;UTM  16      - 4,034,061.072   654,646.387   MT  0.99989466   +1 01 30.2
 GB2397
 GB2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2397!SPC TN       -   0.99995156  x   1.00000410  =   0.99995566
 GB2397!UTM  16      -   0.99995156  x   0.99989466  =   0.99984622
 GB2397
 GB2397|---------------------------------------------------------------------|
 GB2397| PID    Reference Object                     Distance      Geod. Az  |
 GB2397|                                                           dddmmss.s |
 GB2397| CG6114 MONROE RM 1                          15.072 METERS 06948     |
 GB2397| CG6115 MONROE RM 2                          14.939 METERS 26732     |
 GB2397| CG6113 MONROE AZ MK                                       3262009.2 |
 GB2397|---------------------------------------------------------------------|
 GB2397
 GB2397                          SUPERSEDED SURVEY CONTROL
 GB2397
 GB2397  NAD 83(1995)-  36 26 21.56887(N)    085 16 28.54810(W) AD(       ) 3
 GB2397  NAD 83(1995)-  36 26 21.57884(N)    085 16 28.55125(W) AD(       ) 3
 GB2397  NAD 83(1986)-  36 26 21.57960(N)    085 16 28.55179(W) AD(       ) 3
 GB2397  NAD 27      -  36 26 21.34700(N)    085 16 28.69100(W) AD(       ) 3
 GB2397
 GB2397.Superseded values are not recommended for survey control.
 GB2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2397.See file dsdata.txt to determine how the superseded data were derived.
 GB2397
 GB2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5464634061(NAD 83)
 GB2397_MARKER: DS = TRIANGULATION STATION DISK
 GB2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2397
 GB2397  HISTORY     - Date     Condition        Report By
 GB2397  HISTORY     - 1949     MONUMENTED       CGS
 GB2397
 GB2397                          STATION DESCRIPTION
 GB2397
 GB2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2397'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF LIVINGSTON AND 1
 GB2397'MILE SOUTHWEST OF MONROE ON THE SOUTH SIDE OF STATE HIGHWAY NO. 42.
 GB2397'IT IS 34 FEET OF THE CENTER OF HIGHWAY, 21 FEET NORTHEAST OF A
 GB2397'POWERLINE POLE AND 5 FEET EAST OF A WHITE WITNESS POST.  THE
 GB2397'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MONROE 1949.
 GB2397'
 GB2397'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF HIGHWAY.  THE
 GB2397'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MONROE NO 1 1949.
 GB2397'
 GB2397'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER OF HIGHWAY.  THE
 GB2397'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MONROE NO 2 1949.
 GB2397'
 GB2397'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET
 GB2397'SOUTHEAST OF AN 18 INCH OAK TREE, 7 FEET EAST OF A FENCELINE AND 3
 GB2397'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GB2397'AND THE DISK IS STAMPED MONROE 1949.
 GB2397'
 GB2397'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2397'LIVINGSTON, GO NORTHEAST ON STATE HIGHWAY NO. 42 FOR 5.1 MILES TO
 GB2397'A GRAVEL T-ROAD LEFT, (*) CONTINUE ON HIGHWAY FOR 0.1 MILE TO THE
 GB2397'STATION ON THE RIGHT AS DESCRIBED.
 GB2397'
 GB2397'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO NORTH ON GRAVEL
 GB2397'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2397'
 GB2397'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2536 ***********************************************************************
 GA2536  DESIGNATION -  MONROE AZ MK
 GA2536  PID         -  GA2536
 GA2536  STATE/COUNTY-  TN/UNION
 GA2536  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2536
 GA2536                         *CURRENT SURVEY CONTROL
 GA2536  ___________________________________________________________________
 GA2536* NAD 83(1995)-  36 15 06.77074(N)    083 47 38.65782(W)     ADJUSTED  
 GA2536* NAVD 88     -       367.641  (meters)    1206.17   (feet)  ADJUSTED  
 GA2536  ___________________________________________________________________
 GA2536  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GA2536  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2536  DYNAMIC HT  -         367.305 (meters)    1205.07  (feet)  COMP
 GA2536  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 GA2536
 GA2536  HORZ ORDER  -  SECOND
 GA2536  VERT ORDER  -  SECOND    CLASS 0
 GA2536
 GA2536.The horizontal coordinates were established by classical geodetic methods
 GA2536.and adjusted by the National Geodetic Survey in April 1999..
 GA2536
 GA2536.The orthometric height was determined by differential leveling
 GA2536.and adjusted by the National Geodetic Survey in June 1991..
 GA2536
 GA2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2536
 GA2536.The geoid height was determined by GEOID03.
 GA2536
 GA2536.The dynamic height is computed by dividing the NAVD 88
 GA2536.geopotential number by the normal gravity value computed on the
 GA2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2536.degrees latitude (g = 980.6199 gals.).
 GA2536
 GA2536.The modeled gravity was interpolated from observed gravity values.
 GA2536
 GA2536;                    North         East     Units Scale Factor Converg.
 GA2536;SPC TN       -   215,097.639   798,238.477   MT  0.99997492   +1 17 29.2
 GA2536;SPC TN       -   705,699.50  2,618,887.40   sFT  0.99997492   +1 17 29.2
 GA2536;UTM  17      - 4,015,507.723   248,950.021   MT  1.00037663   -1 39 11.2
 GA2536
 GA2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2536!SPC TN       -   0.99994712  x   0.99997492  =   0.99992204
 GA2536!UTM  17      -   0.99994712  x   1.00037663  =   1.00032373
 GA2536
 GA2536                          SUPERSEDED SURVEY CONTROL
 GA2536
 GA2536  NAD 83(1995)-  36 15 06.77495(N)    083 47 38.65940(W) AD(       ) 2
 GA2536  NAD 83(1995)-  36 15 06.77576(N)    083 47 38.65721(W) AD(       ) 2
 GA2536  NAD 83(1995)-  36 15 06.77827(N)    083 47 38.65909(W) AD(       ) 2
 GA2536  NAD 83(1986)-  36 15 06.78185(N)    083 47 38.65776(W) AD(       ) 2
 GA2536  NAD 27      -  36 15 06.49074(N)    083 47 38.98196(W) AD(       ) 2
 GA2536  NGVD 29 (??/??/??)  367.77   (m)         1206.6    (f) RESET       3  
 GA2536
 GA2536.Superseded values are not recommended for survey control.
 GA2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2536.See file dsdata.txt to determine how the superseded data were derived.
 GA2536
 GA2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4895015508(NAD 83)
 GA2536_MARKER: DD = SURVEY DISK
 GA2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2536_STAMPING: MONROE AZI 1964
 GA2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2536+STABILITY: SURFACE MOTION
 GA2536
 GA2536  HISTORY     - Date     Condition        Report By
 GA2536  HISTORY     - 1964     MONUMENTED       TNHD
 GA2536  HISTORY     - 1964     GOOD             TNHD
 GA2536
 GA2536                          STATION DESCRIPTION
 GA2536
 GA2536'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2536'THE AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2536'ROUTE 33 AND 4 FEET WEST
 GA2536'OF TELEPHONE POLE NO.53 AND 2.9 FEET SOUTH A WITNESS
 GA2536'POST.  IT IS A STANDARD TENNESSEE
 GA2536'HIGHWAY DEPARTMENT DISK SET IN A
 GA2536'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2536'DISK IS STAMPED
 GA2536'MONROE AZI 1964.
 GA2536'
 GA2536'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2536'EAST ON STATE ROUTE 33
 GA2536'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GA2536
 GA2536                          STATION RECOVERY (1964)
 GA2536
 GA2536'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2536'AT MAYNARDVILLE.
 GA2536'FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON STATE ROUTE 33
 GA2536'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 GA2536'IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 4
 GA2536'FEET WEST OF TELEPHONE POLE NO. 53 AND 2.9 FEET SOUTH OF A METAL
 GA2536'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2536'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2536'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2538 ***********************************************************************
 GA2538  DESIGNATION -  MONROE RM 1
 GA2538  PID         -  GA2538
 GA2538  STATE/COUNTY-  TN/UNION
 GA2538  USGS QUAD   -  GRAVESTON (1987)
 GA2538
 GA2538                         *CURRENT SURVEY CONTROL
 GA2538  ___________________________________________________________________
 GA2538* NAD 83(1986)-  36 14 50.     (N)    083 47 43.     (W)     SCALED    
 GA2538* NAVD 88     -       386.038  (meters)    1266.53   (feet)  ADJUSTED  
 GA2538  ___________________________________________________________________
 GA2538  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2538  DYNAMIC HT  -         385.686 (meters)    1265.37  (feet)  COMP
 GA2538  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2538
 GA2538  VERT ORDER  -  SECOND    CLASS 0
 GA2538
 GA2538.The horizontal coordinates were scaled from a topographic map and have
 GA2538.an estimated accuracy of +/- 6 seconds.
 GA2538
 GA2538.The orthometric height was determined by differential leveling
 GA2538.and adjusted by the National Geodetic Survey in June 1991..
 GA2538
 GA2538.The geoid height was determined by GEOID03.
 GA2538
 GA2538.The dynamic height is computed by dividing the NAVD 88
 GA2538.geopotential number by the normal gravity value computed on the
 GA2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2538.degrees latitude (g = 980.6199 gals.).
 GA2538
 GA2538.The modeled gravity was interpolated from observed gravity values.
 GA2538
 GA2538;                    North         East    Units  Estimated Accuracy
 GA2538;SPC TN       -   214,580.      798,140.      MT  (+/- 180 meters Scaled)
 GA2538
 GA2538                          SUPERSEDED SURVEY CONTROL
 GA2538
 GA2538  NGVD 29 (??/??/92)  386.108  (m)         1266.76   (f) ADJ UNCH    2 0
 GA2538
 GA2538.Superseded values are not recommended for survey control.
 GA2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2538.See file dsdata.txt to determine how the superseded data were derived.
 GA2538
 GA2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488149(NAD 83)
 GA2538_MARKER: DD = SURVEY DISK
 GA2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2538_STAMPING: MONROE RM-1 1964
 GA2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2538+STABILITY: SURFACE MOTION
 GA2538
 GA2538  HISTORY     - Date     Condition        Report By
 GA2538  HISTORY     - 1964     MONUMENTED       TNHD
 GA2538
 GA2538                          STATION DESCRIPTION
 GA2538
 GA2538'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2538'AT MAYNARDVILLE.
 GA2538'THIS MARK IS LOCATED AT THE MONROE 1964 STATION SITE, 9 FEET NORTH
 GA2538'OF THE NORTHWEST CORNER OF A BARN, 2 FEET WEST OF A WIRE FENCE AND
 GA2538'62 FEET NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSE
 GA2538'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2538'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0922 ***********************************************************************
 FC0922  DESIGNATION -  MONROE RM 1
 FC0922  PID         -  FC0922
 FC0922  STATE/COUNTY-  TN/MONROE
 FC0922  USGS QUAD   -  NIOTA (1990)
 FC0922
 FC0922                         *CURRENT SURVEY CONTROL
 FC0922  ___________________________________________________________________
 FC0922* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC0922* NAVD 88     -       302.306  (meters)     991.82   (feet)  ADJUSTED  
 FC0922  ___________________________________________________________________
 FC0922  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0922  DYNAMIC HT  -         302.012 (meters)     990.85  (feet)  COMP
 FC0922  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0922
 FC0922  VERT ORDER  -  SECOND    CLASS 0
 FC0922
 FC0922.The horizontal coordinates were scaled from a topographic map and have
 FC0922.an estimated accuracy of +/- 6 seconds.
 FC0922
 FC0922.The orthometric height was determined by differential leveling
 FC0922.and adjusted by the National Geodetic Survey in June 1991..
 FC0922
 FC0922.The geoid height was determined by GEOID03.
 FC0922
 FC0922.The dynamic height is computed by dividing the NAVD 88
 FC0922.geopotential number by the normal gravity value computed on the
 FC0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0922.degrees latitude (g = 980.6199 gals.).
 FC0922
 FC0922.The modeled gravity was interpolated from observed gravity values.
 FC0922
 FC0922;                    North         East    Units  Estimated Accuracy
 FC0922;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC0922
 FC0922                          SUPERSEDED SURVEY CONTROL
 FC0922
 FC0922  NGVD 29 (??/??/92)  302.384  (m)          992.07   (f) ADJ UNCH    2 0
 FC0922
 FC0922.Superseded values are not recommended for survey control.
 FC0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0922.See file dsdata.txt to determine how the superseded data were derived.
 FC0922
 FC0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC0922_MARKER: DR = REFERENCE MARK DISK
 FC0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0922_SP_SET: MONUMENT
 FC0922_STAMPING: MONROE NO 1 1961
 FC0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0922
 FC0922  HISTORY     - Date     Condition        Report By
 FC0922  HISTORY     - 1961     MONUMENTED       CGS
 FC0922  HISTORY     - 1969     GOOD             NGS
 FC0922  HISTORY     - 1980     GOOD             NGS
 FC0922
 FC0922                          STATION DESCRIPTION
 FC0922
 FC0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0922'2.5 MI W FROM SWEETWATER.
 FC0922'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC0922'IS AT THE MONROE 1961 TRAVERSE STATION SITE, 64.95 FEET SOUTH OF
 FC0922'MONROE R.M. 2, 44 FEET NORTH OF AN 18-INCH CEDAR TREE, 43 FEET
 FC0922'SOUTH-SOUTHEAST OF A POWERLINE POLE, 37 FEET SOUTH-SOUTHWEST OF
 FC0922'THE APPROXIMATE CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND
 FC0922'A DRIVEWAY WEST, 32.84 FEET WEST OF MONROE 1961, 27 FEET SOUTH
 FC0922'OF A NORTHEAST FENCE CORNER POST, 14 FEET WEST OF THE APPROXIMATE
 FC0922'CENTER OF A GRAVELED ROAD, AND 1.0 FOOT EAST OF A METAL WITNESS
 FC0922'POST AND SIGN IN A NORTH-SOUTH FENCE.  IT IS A STANDARD REFERENCE
 FC0922'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0922'MONUMENT AND THE DISK IS STAMPED MONROE NO 1 1961.
 FC0922
 FC0922                          STATION RECOVERY (1980)
 FC0922
 FC0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0922'0.2 MILE NORTH ALONG INTERSTATE HIGHWAY 75 FROM THE OVERPASS OF STATE
 FC0922'HIGHWAY 68, ALONG THE WEST RIGHT OF-WAY, 99 FEET SOUTHEAST OF THE
 FC0922'SOUTHEAST CORNER OF BILDERBACK ANIMAL CLINIC, 1 FOOT EAST OF THE
 FC0922'RIGHT-OF-WAY FENCE,3FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAYPOST,
 FC0922'AND 62 FEET NORTH OF A 20 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2539 ***********************************************************************
 GA2539  DESIGNATION -  MONROE RM 2
 GA2539  PID         -  GA2539
 GA2539  STATE/COUNTY-  TN/UNION
 GA2539  USGS QUAD   -  GRAVESTON (1987)
 GA2539
 GA2539                         *CURRENT SURVEY CONTROL
 GA2539  ___________________________________________________________________
 GA2539* NAD 83(1986)-  36 14 50.     (N)    083 47 43.     (W)     SCALED    
 GA2539* NAVD 88     -       383.836  (meters)    1259.30   (feet)  ADJUSTED  
 GA2539  ___________________________________________________________________
 GA2539  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2539  DYNAMIC HT  -         383.486 (meters)    1258.15  (feet)  COMP
 GA2539  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2539
 GA2539  VERT ORDER  -  SECOND    CLASS 0
 GA2539
 GA2539.The horizontal coordinates were scaled from a topographic map and have
 GA2539.an estimated accuracy of +/- 6 seconds.
 GA2539
 GA2539.The orthometric height was determined by differential leveling
 GA2539.and adjusted by the National Geodetic Survey in June 1991..
 GA2539
 GA2539.The geoid height was determined by GEOID03.
 GA2539
 GA2539.The dynamic height is computed by dividing the NAVD 88
 GA2539.geopotential number by the normal gravity value computed on the
 GA2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2539.degrees latitude (g = 980.6199 gals.).
 GA2539
 GA2539.The modeled gravity was interpolated from observed gravity values.
 GA2539
 GA2539;                    North         East    Units  Estimated Accuracy
 GA2539;SPC TN       -   214,580.      798,140.      MT  (+/- 180 meters Scaled)
 GA2539
 GA2539                          SUPERSEDED SURVEY CONTROL
 GA2539
 GA2539  NGVD 29 (??/??/92)  383.907  (m)         1259.53   (f) ADJ UNCH    2 0
 GA2539
 GA2539.Superseded values are not recommended for survey control.
 GA2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2539.See file dsdata.txt to determine how the superseded data were derived.
 GA2539
 GA2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488149(NAD 83)
 GA2539_MARKER: DD = SURVEY DISK
 GA2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2539_STAMPING: MONROE RM-2 1964
 GA2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2539+STABILITY: SURFACE MOTION
 GA2539
 GA2539  HISTORY     - Date     Condition        Report By
 GA2539  HISTORY     - 1964     MONUMENTED       TNHD
 GA2539
 GA2539                          STATION DESCRIPTION
 GA2539
 GA2539'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2539'AT MAYNARDVILLE.
 GA2539'THIS MARK IS LOCATED AT THE MONROE 1964 STATION SITE, 60 FEET
 GA2539'SOUTH OF UTILITY POLE NO. 25, 23 FEET NORTHWEST OF A FENCE CORNER,
 GA2539'11 FEET EAST OF THE TOP OF A CUT AND 47 FEET SOUTHEAST OF THE
 GA2539'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2539'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0924 ***********************************************************************
 FC0924  DESIGNATION -  MONROE RM 2
 FC0924  PID         -  FC0924
 FC0924  STATE/COUNTY-  TN/MONROE
 FC0924  USGS QUAD   -  NIOTA (1990)
 FC0924
 FC0924                         *CURRENT SURVEY CONTROL
 FC0924  ___________________________________________________________________
 FC0924* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC0924* NAVD 88     -       302.440  (meters)     992.26   (feet)  ADJUSTED  
 FC0924  ___________________________________________________________________
 FC0924  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0924  DYNAMIC HT  -         302.146 (meters)     991.29  (feet)  COMP
 FC0924  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0924
 FC0924  VERT ORDER  -  SECOND    CLASS 0
 FC0924
 FC0924.The horizontal coordinates were scaled from a topographic map and have
 FC0924.an estimated accuracy of +/- 6 seconds.
 FC0924
 FC0924.The orthometric height was determined by differential leveling
 FC0924.and adjusted by the National Geodetic Survey in June 1991..
 FC0924
 FC0924.The geoid height was determined by GEOID03.
 FC0924
 FC0924.The dynamic height is computed by dividing the NAVD 88
 FC0924.geopotential number by the normal gravity value computed on the
 FC0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0924.degrees latitude (g = 980.6199 gals.).
 FC0924
 FC0924.The modeled gravity was interpolated from observed gravity values.
 FC0924
 FC0924;                    North         East    Units  Estimated Accuracy
 FC0924;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC0924
 FC0924                          SUPERSEDED SURVEY CONTROL
 FC0924
 FC0924  NGVD 29 (??/??/92)  302.519  (m)          992.51   (f) ADJ UNCH    2 0
 FC0924
 FC0924.Superseded values are not recommended for survey control.
 FC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0924.See file dsdata.txt to determine how the superseded data were derived.
 FC0924
 FC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC0924_MARKER: DR = REFERENCE MARK DISK
 FC0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0924_SP_SET: MONUMENT
 FC0924_STAMPING: MONROE NO 2 1961
 FC0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0924
 FC0924  HISTORY     - Date     Condition        Report By
 FC0924  HISTORY     - 1961     MONUMENTED       CGS
 FC0924  HISTORY     - 1969     GOOD             NGS
 FC0924
 FC0924                          STATION DESCRIPTION
 FC0924
 FC0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0924'2.5 MI W FROM SWEETWATER.
 FC0924'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC0924'IS AT THE MONROE 1961 TRAVERSE STATION SITE, 64.95 FEET NORTH
 FC0924'OF MONROE R.M. 1, 64.80 FEET NORTHWEST OF MONROE 1961, 32 FEET
 FC0924'NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A
 FC0924'GRAVELED ROAD AND A DRIVEWAY WEST, 30 FEET NORTH-NORTHEAST OF A
 FC0924'GUYED POWERLINE POLE, 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0924'THE DRIVEWAY, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0924'ROAD, 1 FOOT EAST OF A FENCE, AND 0.8 OF A FOOT SOUTH OF A METAL
 FC0924'WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 FC0924'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC0924'AND THE DISK IS STAMPED MONROE NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1593 ***********************************************************************
 FC1593  DESIGNATION -  MONROE RM 3
 FC1593  PID         -  FC1593
 FC1593  STATE/COUNTY-  TN/MONROE
 FC1593  USGS QUAD   -  NIOTA (1990)
 FC1593
 FC1593                         *CURRENT SURVEY CONTROL
 FC1593  ___________________________________________________________________
 FC1593* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC1593* NAVD 88     -       302.46   (meters)     992.3    (feet)  RESET     
 FC1593  ___________________________________________________________________
 FC1593  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC1593
 FC1593  VERT ORDER  -  THIRD
 FC1593
 FC1593.The horizontal coordinates were scaled from a topographic map and have
 FC1593.an estimated accuracy of +/- 6 seconds.
 FC1593
 FC1593.The orthometric height was computed from unverified reset data.
 FC1593.No vertical observational check was made to the station.
 FC1593
 FC1593.The geoid height was determined by GEOID03.
 FC1593
 FC1593;                    North         East    Units  Estimated Accuracy
 FC1593;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC1593
 FC1593                          SUPERSEDED SURVEY CONTROL
 FC1593
 FC1593  NGVD 29 (10/12/01)  302.54   (m)          992.6    (f) RESET       3  
 FC1593
 FC1593.Superseded values are not recommended for survey control.
 FC1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1593.See file dsdata.txt to determine how the superseded data were derived.
 FC1593
 FC1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC1593_MARKER: DR = REFERENCE MARK DISK
 FC1593_SETTING: 0 = UNSPECIFIED SETTING
 FC1593_STAMPING: MONROE 1961 NO 3 1980
 FC1593_MARK LOGO: NGS   
 FC1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1593
 FC1593  HISTORY     - Date     Condition        Report By
 FC1593  HISTORY     - 1980     MONUMENTED       NGS
 FC1593
 FC1593                          STATION DESCRIPTION
 FC1593
 FC1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FC1593'3.3 MI WEST FROM SWEETWATER.
 FC1593'0.25 MILE SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FC1593'IN SWEETWATER, TO THE JUNCTION OF STATE HIGHWAY 68, TURN
 FC1593'RIGHT AND GO 2.9 MILES WEST ALONG STATE HIGHWAY 68 TO A
 FC1593'SIDE ROAD RIGHT, THENCE RIGHT FOR 0.15 MILE NORTH ALONG
 FC1593'GRAVELED ROAD TO STATION, 6 FEET EAST OF RIGHT-OF-WAY
 FC1593'FENCE, AND 84 FEET EAST OF THE SOUTHEAST CORNER OF THE BILDER BACK
 FC1593'ANIMAL CLINIC, IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
 FC1593'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1594 ***********************************************************************
 FC1594  DESIGNATION -  MONROE RM 4
 FC1594  PID         -  FC1594
 FC1594  STATE/COUNTY-  TN/MONROE
 FC1594  USGS QUAD   -  NIOTA (1990)
 FC1594
 FC1594                         *CURRENT SURVEY CONTROL
 FC1594  ___________________________________________________________________
 FC1594* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC1594* NAVD 88     -       302.27   (meters)     991.7    (feet)  RESET     
 FC1594  ___________________________________________________________________
 FC1594  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC1594
 FC1594  VERT ORDER  -  THIRD
 FC1594
 FC1594.The horizontal coordinates were scaled from a topographic map and have
 FC1594.an estimated accuracy of +/- 6 seconds.
 FC1594
 FC1594.The orthometric height was computed from unverified reset data.
 FC1594.No vertical observational check was made to the station.
 FC1594
 FC1594.The geoid height was determined by GEOID03.
 FC1594
 FC1594;                    North         East    Units  Estimated Accuracy
 FC1594;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC1594
 FC1594                          SUPERSEDED SURVEY CONTROL
 FC1594
 FC1594  NGVD 29 (10/12/01)  302.35   (m)          992.0    (f) RESET       3  
 FC1594
 FC1594.Superseded values are not recommended for survey control.
 FC1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1594.See file dsdata.txt to determine how the superseded data were derived.
 FC1594
 FC1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC1594_MARKER: DR = REFERENCE MARK DISK
 FC1594_SETTING: 0 = UNSPECIFIED SETTING
 FC1594_STAMPING: MONROE 1961 NO 4 1980
 FC1594_MARK LOGO: NGS   
 FC1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1594
 FC1594  HISTORY     - Date     Condition        Report By
 FC1594  HISTORY     - 1980     MONUMENTED       NGS
 FC1594
 FC1594                          STATION DESCRIPTION
 FC1594
 FC1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FC1594'3.3 MI WEST FROM SWEETWATER.
 FC1594'0.25 MILE SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FC1594'IN SWEETWATER, TO THE JUNCTION OF STATE HIGHWAY 68, TURN
 FC1594'RIGHT AND GO 2.9 MILES WEST ALONG STATE HIGHWAY 68 TO A
 FC1594'SIDE ROAD RIGHT, THENCE RIGHT FOR 0.15 MILE NORTH ALONG
 FC1594'GRAVELED ROAD TO STATION, 19 FEET EAST OF THE SOUTHEAST
 FC1594'CORNER OF THE BILDERBACK ANIMAL CLINIC, 6 INCHES SOUTHEAST OF THE
 FC1594'SOUTHEAST CORNER OF A CONCRETE SLAB FOR AN ANIMAL RUN, 16 FEET NORTH
 FC1594'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 78 FEET WEST OF THE WEST
 FC1594'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 75, IN TOP OF A PRE-CAST
 FC1594'ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0791 ***********************************************************************
 GC0791  DESIGNATION -  MONTAGUE
 GC0791  PID         -  GC0791
 GC0791  STATE/COUNTY-  TN/DAVIDSON
 GC0791  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0791
 GC0791                         *CURRENT SURVEY CONTROL
 GC0791  ___________________________________________________________________
 GC0791* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0791* NAVD 88     -       154.314  (meters)     506.28   (feet)  ADJUSTED  
 GC0791  ___________________________________________________________________
 GC0791  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0791  DYNAMIC HT  -         154.183 (meters)     505.85  (feet)  COMP
 GC0791  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GC0791
 GC0791  VERT ORDER  -  SECOND    CLASS 0
 GC0791
 GC0791.The horizontal coordinates were scaled from a topographic map and have
 GC0791.an estimated accuracy of +/- 6 seconds.
 GC0791
 GC0791.The orthometric height was determined by differential leveling
 GC0791.and adjusted by the National Geodetic Survey in June 1991..
 GC0791
 GC0791.The geoid height was determined by GEOID03.
 GC0791
 GC0791.The dynamic height is computed by dividing the NAVD 88
 GC0791.geopotential number by the normal gravity value computed on the
 GC0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0791.degrees latitude (g = 980.6199 gals.).
 GC0791
 GC0791.The modeled gravity was interpolated from observed gravity values.
 GC0791
 GC0791;                    North         East    Units  Estimated Accuracy
 GC0791;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0791
 GC0791                          SUPERSEDED SURVEY CONTROL
 GC0791
 GC0791  NGVD 29 (??/??/92)  154.356  (m)          506.42   (f) ADJ UNCH    2 0
 GC0791
 GC0791.Superseded values are not recommended for survey control.
 GC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0791.See file dsdata.txt to determine how the superseded data were derived.
 GC0791
 GC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0791_MARKER: DD = SURVEY DISK
 GC0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0791_STAMPING: MONTAGUE 1961
 GC0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0791+STABILITY: SURFACE MOTION
 GC0791
 GC0791  HISTORY     - Date     Condition        Report By
 GC0791  HISTORY     - 1961     MONUMENTED       TNHD
 GC0791
 GC0791                          STATION DESCRIPTION
 GC0791
 GC0791'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0791'1 MI S FROM MADISON.
 GC0791'FROM THE POST OFFICE IN MADISON, GO SOUTH ON U.S. HIGHWAY 31E
 GC0791'FOR 1.0 MILE TO THE INTERSECTION OF DUE WEST AVENUE, TURN RIGHT
 GC0791'ON DUE WEST AVENUE AND THE STATION ON THE LEFT ABOUT 200 FEET
 GC0791'FROM THE INTERSECTION BEHIND A SERVICE STATION.  THE MARK IS
 GC0791'LOCATED 78 FEET SOUTH OF THE CENTERLINE OF DUE WEST AVENUE, 45
 GC0791'FEET NORTHEAST OF A 10-INCH HACKBERRY TREE, 36 FEET SOUTHWEST OF A
 GC0791'10-INCH CEDAR TREE, AND 25 FEET EAST OF A FENCE.  THE MARK IS
 GC0791'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0791'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2236 ***********************************************************************
 GC2236  DESIGNATION -  MONTAGUE
 GC2236  PID         -  GC2236
 GC2236  STATE/COUNTY-  TN/DAVIDSON
 GC2236  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2236
 GC2236                         *CURRENT SURVEY CONTROL
 GC2236  ___________________________________________________________________
 GC2236* NAD 83(1995)-  36 14 52.45127(N)    086 43 16.32977(W)     ADJUSTED  
 GC2236* NAVD 88     -       154.32   (+/-2cm)     506.3    (feet)  VERTCON   
 GC2236  ___________________________________________________________________
 GC2236  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GC2236  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2236
 GC2236  HORZ ORDER  -  SECOND
 GC2236  VERT ORDER  -  THIRD ? (See Below)
 GC2236
 GC2236.The horizontal coordinates were established by classical geodetic methods
 GC2236.and adjusted by the National Geodetic Survey in April 1999..
 GC2236
 GC2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2236.The vertical order pertains to the NGVD 29 superseded value.
 GC2236
 GC2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2236
 GC2236.The geoid height was determined by GEOID03.
 GC2236
 GC2236;                    North         East     Units Scale Factor Converg.
 GC2236;SPC TN       -   212,660.885   535,180.074   MT  0.99997442   -0 25 20.0
 GC2236;SPC TN       -   697,704.92  1,755,836.63   sFT  0.99997442   -0 25 20.0
 GC2236;UTM  16      - 4,011,481.138   525,048.489   MT  0.99960773   +0 09 53.5
 GC2236
 GC2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2236!SPC TN       -   0.99998040  x   0.99997442  =   0.99995482
 GC2236!UTM  16      -   0.99998040  x   0.99960773  =   0.99958814
 GC2236
 GC2236|---------------------------------------------------------------------|
 GC2236| PID    Reference Object                     Distance      Geod. Az  |
 GC2236|                                                           dddmmss.s |
 GC2236| GC0788 MONTAGUE RM 1                        20.039 METERS 04103     |
 GC2236| GC0796 MONTAGUE RM 6                        11.543 METERS 05315     |
 GC2236| GC0793 MONTAGUE RM 3                        18.273 METERS 05938     |
 GC2236| GC0795 MONTAGUE RM 5                        21.727 METERS 07141     |
 GC2236| GC0790 MONTAGUE AZ MK                                     0874125.3 |
 GC2236| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 6.4 KM 2903240.7 |
 GC2236| GC0794 MONTAGUE RM 4                        25.760 METERS 29354     |
 GC2236| GC0789 MONTAGUE RM 2                        21.883 METERS 32003     |
 GC2236|---------------------------------------------------------------------|
 GC2236
 GC2236                          SUPERSEDED SURVEY CONTROL
 GC2236
 GC2236  NAD 83(1995)-  36 14 52.45298(N)    086 43 16.33168(W) AD(       ) 2
 GC2236  NAD 83(1995)-  36 14 52.45610(N)    086 43 16.33182(W) AD(       ) 2
 GC2236  NAD 83(1986)-  36 14 52.46155(N)    086 43 16.33256(W) AD(       ) 2
 GC2236  NAD 27      -  36 14 52.26850(N)    086 43 16.34620(W) AD(       ) 2
 GC2236  NGVD 29 (07/19/86)  154.36   (m)          506.4    (f) LEVELING    3  
 GC2236
 GC2236.Superseded values are not recommended for survey control.
 GC2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2236.See file dsdata.txt to determine how the superseded data were derived.
 GC2236
 GC2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2504811481(NAD 83)
 GC2236_MARKER: DD = SURVEY DISK
 GC2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2236_MARK LOGO: TNHD  
 GC2236
 GC2236  HISTORY     - Date     Condition        Report By
 GC2236  HISTORY     - 1961     MONUMENTED       TNHD
 GC2236  HISTORY     - 1967     POOR             CGS
 GC2236  HISTORY     - 1969     GOOD             CGS
 GC2236
 GC2236                          STATION DESCRIPTION
 GC2236
 GC2236'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2236'THE STATION IS ABOUT 1 MILE SOUTH OF MADISON.
 GC2236'
 GC2236'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO SOUTH ON
 GC2236'U.S. HIGHWAY 31E FOR 0.8 MILE TO DUE WEST AVENUE ON THE RIGHT,
 GC2236'TURN RIGHT, WEST, ON DUE WEST AVENUE FOR APPROXIMATELY 200 FEET TO
 GC2236'THE STATION ON THE LEFT AS DESCRIBED.
 GC2236'
 GC2236'THE STATION IS 45 FEET NORTHEAST OF A 10-INCH HACKBERRY TREE, 36 FEET
 GC2236'SOUTHWEST OF A 10-INCH CEDAR TREE, 25 FEET EAST OF A FENCE, AND
 GC2236'12.4 FEET SOUTHWEST OF A WITNESS POST.  THE SURFACE AND UNDERGROUND
 GC2236'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED
 GC2236'MONTAGUE 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2236'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2236'CONCRETE MONUMENT.
 GC2236'
 GC2236'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2236'DUE WEST AVENUE AND 3 FEET SOUTHWEST OF A POWER POLE. THE MARK IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC2236'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE RM-1 1961.
 GC2236'
 GC2236'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A 24-INCH HACKBERRY TREE AND
 GC2236'19 FEET SOUTH OF THE APPROXIMATE CENTER OF DUE WEST AVENUE.  THE MARK
 GC2236'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2236'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE
 GC2236'RM-2 1961.
 GC2236'
 GC2236'THE AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF DUE
 GC2236'WEST AVENUE, 10 FEET WEST OF A 10-INCH HACKBERRY TREE AND 2.3
 GC2236'FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC2236'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2236'CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE AZI 1961.
 GC2236'
 GC2236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DUE WEST
 GC2236'AVENUE CROSSING U.S. HIGHWAY 31E FOR ABOUT 0.1 MILE TO THE MARK ON
 GC2236'THE LEFT AS DESCRIBED.
 GC2236'
 GC2236'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 GC2236
 GC2236                          STATION RECOVERY (1967)
 GC2236
 GC2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2236'THE SURFACE STATION MARK WAS FOUND DISTURBED BY GRADING OPERATIONS.
 GC2236'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 GC2236'NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GC2236'CONDITION.  CHECK MEASUREMENTS WERE MADE FROM THE UNDERGROUND
 GC2236'STATION MARK TO THE REFERENCE MARKS AND THE DISTANCE TO REFERENCE
 GC2236'MARK NO. 2 CHECKED THE 1961 MEASUREMENT FLAT.  HOWEVER, A
 GC2236'DISCREPANCY WAS NOTED IN THE MEASUREMENT BETWEEN THE STATION MARK AND
 GC2236'REFERENCE MARK NO. 1 OF 0.04 FOOT.
 GC2236'
 GC2236'THIS STATION WAS LOCATED IN THE PARKING LOT OF A NEW SHOPPING CENTER
 GC2236'BEING DEVELOPED, AND COULD NOT BE MOVED INTO ANY SUITABLE LOCATION
 GC2236'WHERE IT WOULD NOT BE IN DANGER OF BEING DESTROYED BY FUTURE
 GC2236'DEVELOPMENT.  THEREFORE, A WEIGHTED PLUMBING BENCH WAS
 GC2236'ESTABLISHED OVER THE UNDERGROUND STATION MARK AND THE POINT HELD.  A
 GC2236'BELL-SHAPED EXCAVATION ABOUT 6 INCHES IN DIAMETER WAS THEN CHISELED
 GC2236'INTO SOLID LIMESTONE, AND THE STATION MARK DISK CEMENTED INTO THIS
 GC2236'HOLE, IN ITS EXACT, ORIGINAL, HORIZONTAL POSITION.  NO
 GC2236'UNDERGROUND MARK WAS ESTABLISHED.  A SECTION OF 8-INCH, LOK-TITE TILE
 GC2236'ABOUT ONE FOOT IN LENGTH WAS THEN CENTERED AROUND AND OVER THE
 GC2236'DISK, AND CEMENTED AROUND TO A DEPTH OF ABOUT 6 INCHES.  THE
 GC2236'WEATHERPROOF STOPPER IN THE TOP OF THIS TILE WILL BE FLUSH WITH THE
 GC2236'FINISHED SURFACE OF THE PAVED PARKING LOT.  THE INSIDE OF THE
 GC2236'TILE WAS THEN LINED WITH HEAVY WHITE PLASTIC, TO AID IN THE LIGHTING
 GC2236'OF THE DISK FOR FUTURE USE.
 GC2236'
 GC2236'THE ORIGINAL REFERENCE MARKS NO. 1 AND NO. 2 WILL BE DESTROYED IN THE
 GC2236'UNDETERMINED FUTURE BY THE WIDENING OF DUE WEST AVENUE.
 GC2236'THEREFORE, TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 GC2236'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 GC2236'BETWEEN THE AZIMUTH MARK AND THE FOUR REFERENCE MARKS.
 GC2236'
 GC2236'ALL MARKS AT THIS STATION WERE BENCH MARKS.  THE ELEVATION BETWEEN
 GC2236'THE ORIGINAL REFERENCE MARKS WAS CHECKED, AND NEW ELEVATIONS
 GC2236'DETERMINED FOR THE LOWERED STATION MARK, REFERENCE MARK NO. 3 AND
 GC2236'REFERENCE MARK NO. 4.
 GC2236'
 GC2236'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2236'
 GC2236'THE STATION IS LOCATED IN A LARGE, PAVED, PARKING LOT OF THE SEARS
 GC2236'ROEBUCK AND H.G. HILL STORES, IN THE SOUTHWEST ANGLE OF THE
 GC2236'INTERSECTION OF GALLATIN ROAD (U.S. HIGHWAY 31E) AND DUE WEST AVENUE
 GC2236'IN MADISON.
 GC2236'
 GC2236'THE STATION IS 76.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC2236'LARGE CONCRETE BASE FOR A LAMP POST AT THE DUE WEST AVENUE ENTRANCE
 GC2236'INTO THE LOT, 62 FEET EAST-NORTHEAST OF THE WEST END OF AN IRREGULAR
 GC2236'SHAPED, LANDSCAPED, TRAFFIC ISLAND, 30 FEET SOUTH OF THE SOUTH EDGE
 GC2236'OF THE SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST AVENUE, AND 15.4
 GC2236'FEET NORTH-NORTHWEST OF THE EAST END OF THE LANDSCAPED TRAFFIC
 GC2236'ISLAND AT POINT OF V.  IT IS A STANDARD DISK STAMPED MONTAGUE 1961
 GC2236'1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE NORTH EDGE OF THE
 GC2236'SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST AVENUE, 15 FEET SOUTH OF
 GC2236'THE APPROXIMATE CENTER OF DUE WEST AVENUE, 2 FEET SOUTHWEST OF A
 GC2236'POWERLINE POLE, 0.8 OF A FOOT WEST OF A TRAFFIC CONTROL BOX,
 GC2236'AND 0.6 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2236'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2236'MONTAGUE RM-1 1961.
 GC2236'
 GC2236'REFERENCE MARK NO. 2 IS 64 FEET EAST OF POWERLINE POLE NO. 673-45, 29
 GC2236'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 GC2236'THE LAMP POST, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF DUE WEST
 GC2236'AVENUE, 15.5 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG
 GC2236'THE SOUTH SIDE OF DUE WEST AVENUE, AND 1.0 FOOT SOUTH OF A METAL
 GC2236'WITNESS POST AND SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2236'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1
 GC2236'FOOT BELOW THE SURFACE AND THE DISK IS STAMPED MONTAGUE RM-2 1961.
 GC2236'
 GC2236'REFERENCE MARK NO. 3 IS 122 FEET EAST OF THE WEST END OF THE CONCRETE
 GC2236'CURB AT LAMP POST, 79 FEET WEST OF A POINT ON TANGENT OF THE
 GC2236'CURB OVER A LARGE STORM DRAIN, 21.4 FEET SOUTH-SOUTHEAST OF A
 GC2236'POWERLINE POLE, AND 19.4 FEET SOUTH-SOUTHEAST OF THE
 GC2236'TRAFFIC CONTROL BOX.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GC2236'IN THE TOP OF THE CONCRETE CURB ALONG THE SOUTH SIDE OF DUE WEST
 GC2236'AVENUE, AND THE DISK IS STAMPED MONTAGUE 1961 NO. 3 1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 4 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC2236'DUE WEST AVENUE ENTRANCE INTO THE LOT, 6.6 FEET WEST OF THE
 GC2236'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE LAMP POST, AND AT THE
 GC2236'CENTER POINT OF WHERE THREE CONCRETE CURBS JUNCTION AT THE EAST
 GC2236'SIDE OF THE ENTRANCE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GC2236'IN THE TOP OF THE CURBS AND THE DISK IS STAMPED MONTAGUE 1961
 GC2236'NO. 4 1967 BM RESET.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2236'REFERENCE MARK NO. 2 IS 89.49 FEET - 27.278 METERS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2236'REFERENCE MARK NO. 3 IS 21.07 FEET - 6.424 METERS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GC2236'REFERENCE MARK NO. 4 IS 37.47 FEET - 11.420 METERS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2236'REFERENCE MARK NO. 4 IS 129.14 FEET - (39.362) METERS.
 GC2236'
 GC2236'THE AZIMUTH MARK IS 53 FEET WEST OF THE CONCRETE STEPS OF A SIDEWALK
 GC2236'LEADING INTO A WHITE FRAME HOUSE, 40 FEET EAST OF A POWERLINE
 GC2236'TRANSFORMER POLE, 20 FEET NORTH OF THE APPROXIMATE CENTER OF DUE WEST
 GC2236'AVENUE, 3 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER POST,
 GC2236'AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2236'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2236'MONTAGUE AZI 1961.
 GC2236'
 GC2236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON DUE WEST
 GC2236'AVENUE FOR ABOUT 0.15 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 GC2236
 GC2236                          STATION RECOVERY (1969)
 GC2236
 GC2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC2236'THE STATION MARK, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 GC2236'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1,
 GC2236'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE ALL DESTROYED BY
 GC2236'THE WIDENING OF DUE WEST AVENUE AND BY A NEW DRIVE INTO THE MADISON
 GC2236'BRANCH OF THE THIRD NATIONAL BANK.  A NEW REFERENCE MARK NO. 5 AND
 GC2236'REFERENCE MARK NO. 6 WERE ESTABLISHED THIS DATE.  THE STATION WAS
 GC2236'OCCUPIED AND ALL HORI-ANGLES OBSERVED AND MEASUREMENTS MADE.
 GC2236'
 GC2236'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2236'
 GC2236'THE STATION IS LOCATED IN A LARGE, PAVED, PARKING LOT OF THE SEARS
 GC2236'STORE, H.G. HILL STORES, AND THIRD NATIONAL BANK, IN THE
 GC2236'SOUTHWEST ANGLE OF THE INTERSECTION OF GALLATIN ROAD (U.S. HIGHWAY
 GC2236'31E) AND DUE WEST AVENUE IN MADISON.
 GC2236'
 GC2236'THE STATION IS 76.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2236'THE CONCRETE BASE FOR A LAMP POST AT THE WEST ENTRANCE INTO
 GC2236'THE PARKING LOT FROM DUE WEST AVENUE, 62 FEET EAST-NORTHEAST OF THE
 GC2236'WEST END OF AN IRREGULAR SHAPED, LANDSCAPED, TRAFFIC ISLAND, 58
 GC2236'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF DUE
 GC2236'WEST AVENUE AND THE BANK DRIVEWAY AT CURB, 46 FEET WEST-NORTHWEST
 GC2236'OF THE NORTHWEST CORNER OF THE MAIN BUILDING OF THE THIRD NATIONAL
 GC2236'BANK, 30 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG THE
 GC2236'SOUTH SIDE OF DUE WEST AVENUE, AND 15.4 FEET NORTH-NORTHWEST OF THE
 GC2236'EAST END OF THE LANDSCAPED TRAFFIC ISLAND AT POINT OF V.  IT IS A
 GC2236'STANDARD DISK CEMENTED IN A DRILL HOLE IN SOLID LIMESTONE BEDROCK
 GC2236'ABOUT 1.0 FOOT BELOW THE SURFACE OF THE PAVED PARKING LOT, AND
 GC2236'SURROUNDED WITH AN 8-INCH, LOK-TITE TILE WITH A WEATHERPROOF
 GC2236'STOPPER FLUSH WITH THE SURFACE OF THE PARKING LOT.  THE DISK IS
 GC2236'STAMPED MONTAGUE 1961 1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 4 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC2236'WEST ENTRANCE INTO THE PARKING LOT FROM DUE WEST AVENUE, 6.6 FEET
 GC2236'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR A LAMP POST,
 GC2236'AND AT THE CENTER POINT OF WHERE THREE CONCRETE CURBS JUNCTION AT
 GC2236'THE EAST SIDE OF THE ENTRANCE.  IT IS A STANDARD DISK CEMENTED IN A
 GC2236'DRILL HOLE IN THE TOP OF THE CURBS AND THE DISK IS STAMPED MONTAGUE
 GC2236'1961 NO. 4 1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 5 IS 68 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GC2236'MAIN BUILDING OF THE THIRD NATIONAL BANK, 31 FEET SOUTH OF THE
 GC2236'APPROXIMATE CENTER OF DUE WEST AVENUE, 16 FEET EAST OF THE
 GC2236'APPROXIMATE CENTER OF THE BANK DRIVE, AND 1.8 FEET SOUTH OF THE
 GC2236'SOUTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST AVENUE.
 GC2236'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GC2236'EAST CURB OF THE BANK DRIVEIN ENTRANCE FROM DUE WEST AVENUE, AND THE
 GC2236'DISK IS STAMPED MONTAGUE 1961 1967 NO. 5 1969.
 GC2236'
 GC2236'REFERENCE MARK NO. 6 IS A CHISELED ARROW AND CROSS IN THE STEEL FOOT
 GC2236'PLATE OF A SECURITY LIGHT POLE AT THE ENTRANCE INTO THE BANK
 GC2236'DRIVEIN FROM DUE WEST AVENUE AND AT THE EAST END OF A CONCRETE
 GC2236'PLANTER ALONG THE WEST EDGE OF THE DRIVE.  THE STEEL PLATE IS
 GC2236'STAMPED MONTAGUE 1961 1967 NO. 6 1969.
 GC2236'
 GC2236'DUE TO LANDSCAPING, NO HORIZONTAL MEASUREMENTS COULD BE MADE BETWEEN
 GC2236'REFERENCE MARK NO. 4 AND THE OTHER REFERENCE MARKS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 GC2236'REFERENCE MARK NO. 6 IS 37.32 FEET - 11.377 METERS.
 GC2236'
 GC2236'THE AZIMUTH MARK IS 53 FEET WEST OF THE CONCRETE STEPS OF A SIDEWALK
 GC2236'LEADING INTO A WHITE FRAME HOUSE, 40 FEET EAST OF A POWERLINE
 GC2236'TRANSFORMER POLE, 20 FEET NORTH OF THE APPROXIMATE CENTER OF DUE WEST
 GC2236'AVENUE, 3 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER POST,
 GC2236'AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2236'10-INCH, SQUARE, FLUSH, COMCRETE MONUMENT AND THE DISK IS STAMPED
 GC2236'MONTAGUE AZI 1961.  ABOUT 0.15 OF A MILE EAST ALONG DUE
 GC2236'WEST AVENUE FROM STATION.
 GC2236'
 GC2236'NOTE - ALL MARKS AT THIS STATION WERE BENCH MARKS.  ELEVATIONS WERE
 GC2236'TRANSFERRED FROM MONTAGUE 1961 NO. 4 1967 TO THE NEWLY
 GC2236'ESTABLISHED REFERENCE MARKS MONTAGUE 1961 1967 NO. 5 1969 AND
 GC2236'MONTAGUE 1961 1967 NO. 6 1969.  THE ELEVATION BETWEEN NONTAGUE
 GC2236'1961 1967 BM RESET AND MONTAGUE 1961 NO. 4 1967 BM RESET WAS CHECKED
 GC2236'THIS DATE AND AGREED WITH THE 1967 ELEVATION - 0.001 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0790 ***********************************************************************
 GC0790  DESIGNATION -  MONTAGUE AZ MK
 GC0790  PID         -  GC0790
 GC0790  STATE/COUNTY-  TN/DAVIDSON
 GC0790  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0790
 GC0790                         *CURRENT SURVEY CONTROL
 GC0790  ___________________________________________________________________
 GC0790* NAD 83(1986)-  36 14 53.     (N)    086 43 07.     (W)     SCALED    
 GC0790* NAVD 88     -       151.049  (meters)     495.57   (feet)  ADJUSTED  
 GC0790  ___________________________________________________________________
 GC0790  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0790  DYNAMIC HT  -         150.921 (meters)     495.15  (feet)  COMP
 GC0790  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0790
 GC0790  VERT ORDER  -  SECOND    CLASS 0
 GC0790
 GC0790.The horizontal coordinates were scaled from a topographic map and have
 GC0790.an estimated accuracy of +/- 6 seconds.
 GC0790
 GC0790.The orthometric height was determined by differential leveling
 GC0790.and adjusted by the National Geodetic Survey in June 1991..
 GC0790
 GC0790.The geoid height was determined by GEOID03.
 GC0790
 GC0790.The dynamic height is computed by dividing the NAVD 88
 GC0790.geopotential number by the normal gravity value computed on the
 GC0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0790.degrees latitude (g = 980.6199 gals.).
 GC0790
 GC0790.The modeled gravity was interpolated from observed gravity values.
 GC0790
 GC0790;                    North         East    Units  Estimated Accuracy
 GC0790;SPC TN       -   212,680.      535,410.      MT  (+/- 180 meters Scaled)
 GC0790
 GC0790                          SUPERSEDED SURVEY CONTROL
 GC0790
 GC0790  NGVD 29 (??/??/92)  151.091  (m)          495.70   (f) ADJ UNCH    2 0
 GC0790
 GC0790.Superseded values are not recommended for survey control.
 GC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0790.See file dsdata.txt to determine how the superseded data were derived.
 GC0790
 GC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF252114(NAD 83)
 GC0790_MARKER: DD = SURVEY DISK
 GC0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0790_STAMPING: MONTAGUE AZI 1961
 GC0790_MARK LOGO: TNHD  
 GC0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0790+STABILITY: SURFACE MOTION
 GC0790
 GC0790  HISTORY     - Date     Condition        Report By
 GC0790  HISTORY     - 1961     MONUMENTED       TNHD
 GC0790  HISTORY     - 1967     GOOD             NGS
 GC0790  HISTORY     - 1969     GOOD             TNHD
 GC0790
 GC0790                          STATION DESCRIPTION
 GC0790
 GC0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GC0790'1 MI S FROM MADISON.
 GC0790'FROM THE POST OFFICE IN MADISON, GO SOUTH ON GALLATIN ROAD
 GC0790'(U.S. HWY. 31E) FOR 1.0 MILE TO THE INTERSECTION OF DUE WEST
 GC0790'AVENUE, HERE TURN LEFT AND GO EAST ON DUE WEST AVENUE FOR 0.1
 GC0790'MILE TO THE MARK ON THE LEFT.  IT IS 35 FEET WEST OF THE
 GC0790'CONCRETE STEPS LEADING TO THE SIDEWALK INTO A WHITE FRAME HOUSE,
 GC0790'40 FEET EAST OF A POWERLINE TRANSFORMER POLE, 20 FEET NORTH OF
 GC0790'THE APPROXIMATE CENTER OF DUE WEST AVENUE, 3 FEET SOUTHEAST OF
 GC0790'A SOUTHWEST FENCE CORNER POST, AND 0.8 OF A FOOT SOUTH OF A METAL
 GC0790'WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0790'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0790'CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE AZI 1961.
 GC0790
 GC0790                          STATION RECOVERY (1969)
 GC0790
 GC0790'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 GC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0792 ***********************************************************************
 GC0792  DESIGNATION -  MONTAGUE RESET
 GC0792  PID         -  GC0792
 GC0792  STATE/COUNTY-  TN/DAVIDSON
 GC0792  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0792
 GC0792                         *CURRENT SURVEY CONTROL
 GC0792  ___________________________________________________________________
 GC0792* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0792* NAVD 88     -       153.59   (+/-2cm)     503.9    (feet)  VERTCON   
 GC0792  ___________________________________________________________________
 GC0792  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0792
 GC0792  VERT ORDER  -  THIRD (See Below)
 GC0792
 GC0792.The horizontal coordinates were scaled from a topographic map and have
 GC0792.an estimated accuracy of +/- 6 seconds.
 GC0792
 GC0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0792.The vertical order pertains to the NGVD 29 superseded value.
 GC0792
 GC0792.The geoid height was determined by GEOID03.
 GC0792
 GC0792;                    North         East    Units  Estimated Accuracy
 GC0792;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0792
 GC0792                          SUPERSEDED SURVEY CONTROL
 GC0792
 GC0792  NGVD 29 (??/??/??)  153.64   (m)          504.1    (f) RESET       3  
 GC0792
 GC0792.Superseded values are not recommended for survey control.
 GC0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0792.See file dsdata.txt to determine how the superseded data were derived.
 GC0792
 GC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0792_MARKER: DE = TRAVERSE STATION DISK
 GC0792_SETTING: 66 = SET IN ROCK OUTCROP
 GC0792_SP_SET: BEDROCK
 GC0792_STAMPING: MONTAGUE 1961 1967 BM RESET
 GC0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0792+STABILITY: POSITION/ELEVATION WELL
 GC0792
 GC0792  HISTORY     - Date     Condition        Report By
 GC0792  HISTORY     - 1967     MONUMENTED       CGS
 GC0792  HISTORY     - 1969     GOOD             NGS
 GC0792
 GC0792                          STATION DESCRIPTION
 GC0792
 GC0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0792'1 MI S FROM MADISON.
 GC0792'IT IS IN A PAVED PARKING LOT OF THE SEARS STORE, H.G. HILL STORES,
 GC0792'AND THE THIRD NATIONAL BANK, IN THE SOUTHWEST ANGLE OF THE
 GC0792'INTERSECTION OF DUE WEST AVENUE AND GALLATIN ROAD (U.S. HIGHWAY
 GC0792'31E), AT THE MONTAGUE 1961 1967 TRAVERSE STATION SITE.  IT IS
 GC0792'84.51 FEET EAST-SOUTHEAST OF MONTAGUE 1961 NO 4 1967, 71.28
 GC0792'FEET WEST-SOUTHWEST OF MONTAGUE 1961 R.M. 5 1969, 76.5 FEET
 GC0792'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A
 GC0792'LAMP POST AT THE WEST ENTRANCE INTO THE PARKING LOT, 62 FEET
 GC0792'EAST-NORTHEAST OF THE WEST END OF AN IRREGULAR SHAPED, LANDSCAPED,
 GC0792'TRAFFIC ISLAND, 58 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC0792'THE SOUTH EDGE OF DUE WEST AVENUE AND THE BANK DRIVEWAY
 GC0792'INTERSECTION, 46 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 GC0792'THE MAIN BANK BUILDING, 37.87 FEET SOUTHWEST OF MONTAGUE 1961
 GC0792'R.M. 6 1969, 30 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 GC0792'ALONG THE SOUTH EDGE OF DUE WEST AVENUE, AND 15.4 FEET
 GC0792'NORTH-NORTHWEST OF THE EAST END OF THE LANDSCAPED TRAFFIC ISLAND
 GC0792'AT POINT OF V.  A STANDARD TRAVERSE STATION DISK CEMENTED IN
 GC0792'BEDROCK ABOUT 1 FOOT BELOW THE SURFACE OF THE PARKING LOT
 GC0792'SURFACE, AND IS ACCESSIBLE THROUGH AN 8-INCH LOK-TITE TILE
 GC0792'WITH A WEATHERPROOF STOPPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0793 ***********************************************************************
 GC0793  DESIGNATION -  MONTAGUE RM 3
 GC0793  PID         -  GC0793
 GC0793  STATE/COUNTY-  TN/DAVIDSON
 GC0793  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0793
 GC0793                         *CURRENT SURVEY CONTROL
 GC0793  ___________________________________________________________________
 GC0793* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0793* NAVD 88     -       154.30   (+/-2cm)     506.2    (feet)  VERTCON   
 GC0793  ___________________________________________________________________
 GC0793  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0793
 GC0793  VERT ORDER  -  THIRD (See Below)
 GC0793
 GC0793.The horizontal coordinates were scaled from a topographic map and have
 GC0793.an estimated accuracy of +/- 6 seconds.
 GC0793
 GC0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0793.The vertical order pertains to the NGVD 29 superseded value.
 GC0793
 GC0793.The geoid height was determined by GEOID03.
 GC0793
 GC0793;                    North         East    Units  Estimated Accuracy
 GC0793;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0793
 GC0793                          SUPERSEDED SURVEY CONTROL
 GC0793
 GC0793  NGVD 29 (??/??/??)  154.35   (m)          506.4    (f) RESET       3  
 GC0793
 GC0793.Superseded values are not recommended for survey control.
 GC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0793.See file dsdata.txt to determine how the superseded data were derived.
 GC0793
 GC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0793_MARKER: DR = REFERENCE MARK DISK
 GC0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0793_SP_SET: CURB
 GC0793_STAMPING: MONTAGUE 1961 NO 3 1967 BM RESET
 GC0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0793
 GC0793  HISTORY     - Date     Condition        Report By
 GC0793  HISTORY     - 1967     MONUMENTED       CGS
 GC0793
 GC0793                          STATION DESCRIPTION
 GC0793
 GC0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0793'1 MI S FROM MADISON.
 GC0793'ABOUT 1.2 MILES SOUTH OF THE POST OFFICE IN MADISON ALONG
 GC0793'GALLATIN ROAD (U.S. HIGHWAY 31E), AT THE SITE OF TRAVERSE STATION
 GC0793'MONTAGUE 1961 1967, IN THE PARKING LOT OF SEARS ROEBUCK AND H.G.
 GC0793'HILL STORES IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 GC0793'GALLATIN ROAD AND DUE WEST AVENUE.  IT IS 129.14 FEET EAST OF
 GC0793'REFERENCE MARK NO. 4, 122 FEET EAST OF THE WEST END OF THE
 GC0793'CONCRETE CURB AT LAMP POST, 79 FEET WEST OF A POINT ON TANGENT
 GC0793'OF THE CURB OVER A LARGE STORM DRAIN, 59.95 FEET EAST-NORTHEAST
 GC0793'OF THE STATION, 21.4 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 GC0793'21.07 FEET EAST OF REFERENCE MARK NO. 1, AND 19.4 FEET
 GC0793'SOUTH-SOUTHEAST OF A TRAFFIC CONTROL BOX.  IT IS A STANDARD
 GC0793'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GC0793'CONCRETE CURB ALONG THE SOUTH SIDE OF DUE WEST AVENUE, AND THE
 GC0793'DISK IS STAMPED MONTAGUE 1961 NO 3 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0794 ***********************************************************************
 GC0794  DESIGNATION -  MONTAGUE RM 4
 GC0794  PID         -  GC0794
 GC0794  STATE/COUNTY-  TN/DAVIDSON
 GC0794  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0794
 GC0794                         *CURRENT SURVEY CONTROL
 GC0794  ___________________________________________________________________
 GC0794* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0794* NAVD 88     -       154.52   (+/-2cm)     507.0    (feet)  VERTCON   
 GC0794  ___________________________________________________________________
 GC0794  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0794
 GC0794  VERT ORDER  -  THIRD (See Below)
 GC0794
 GC0794.The horizontal coordinates were scaled from a topographic map and have
 GC0794.an estimated accuracy of +/- 6 seconds.
 GC0794
 GC0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0794.The vertical order pertains to the NGVD 29 superseded value.
 GC0794
 GC0794.The geoid height was determined by GEOID03.
 GC0794
 GC0794;                    North         East    Units  Estimated Accuracy
 GC0794;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0794
 GC0794                          SUPERSEDED SURVEY CONTROL
 GC0794
 GC0794  NGVD 29 (??/??/??)  154.56   (m)          507.1    (f) RESET       3  
 GC0794
 GC0794.Superseded values are not recommended for survey control.
 GC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0794.See file dsdata.txt to determine how the superseded data were derived.
 GC0794
 GC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0794_MARKER: DR = REFERENCE MARK DISK
 GC0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0794_SP_SET: CURB
 GC0794_STAMPING: MONTAGUE 1961 NO 4 1967 BM RESET
 GC0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0794
 GC0794  HISTORY     - Date     Condition        Report By
 GC0794  HISTORY     - 1967     MONUMENTED       CGS
 GC0794  HISTORY     - 1969     GOOD             NGS
 GC0794
 GC0794                          STATION DESCRIPTION
 GC0794
 GC0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0794'1 MI S FROM MADISON.
 GC0794'ABOUT 1.2 MILES SOUTH OF THE POST OFFICE IN MADISON ALONG
 GC0794'GALLATIN ROAD (U.S. HIGHWAY 31E), AT THE SITE OF TRAVERSE
 GC0794'STATION MONTAGUE 1961 1967, IN THE PARKING LOT OF SEARS
 GC0794'ROEBUCK AND H.G. HILL STORES IN THE SOUTHWEST ANGLE OF THE
 GC0794'INTERSECTION OF GALLATIN ROAD AND DUE WEST AVE.  IT IS 129.14
 GC0794'FEET WEST OF REFERENCE MARK NO. 3, 84.51 FEET WEST-NORTHWEST OF
 GC0794'THE STATION, 37.47 FEET SOUTHWEST OF REFERENCE MARK NO. 2,
 GC0794'16 FEET EAST OF THE APPROXIMATE CENTER OF THE DUE WEST AVENUE
 GC0794'ENTRANCE INTO THE PARKING LOT, 6.6 FEET WEST OF THE SOUTHWEST
 GC0794'CORNER OF A LARGE CONCRETE BASE FOR A LAMP POST, AND AT THE
 GC0794'CENTER POINT OF WHERE THREE CONCRETE CURBS JUNCTION AT THE
 GC0794'EAST SIDE OF THE ENTRANCE.  IT IS A STANDARD REFERENCE MARK DISK
 GC0794'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CURBS AND THE DISK IS
 GC0794'STAMPED MONTAGUE 1961 NO 4 1967 BM RESET.
 GC0794
 GC0794                          STATION RECOVERY (1969)
 GC0794
 GC0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GC0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0795 ***********************************************************************
 GC0795  DESIGNATION -  MONTAGUE RM 5
 GC0795  PID         -  GC0795
 GC0795  STATE/COUNTY-  TN/DAVIDSON
 GC0795  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0795
 GC0795                         *CURRENT SURVEY CONTROL
 GC0795  ___________________________________________________________________
 GC0795* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0795* NAVD 88     -       153.98   (+/-2cm)     505.2    (feet)  VERTCON   
 GC0795  ___________________________________________________________________
 GC0795  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0795
 GC0795  VERT ORDER  -  THIRD (See Below)
 GC0795
 GC0795.The horizontal coordinates were scaled from a topographic map and have
 GC0795.an estimated accuracy of +/- 6 seconds.
 GC0795
 GC0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0795.The vertical order pertains to the NGVD 29 superseded value.
 GC0795
 GC0795.The geoid height was determined by GEOID03.
 GC0795
 GC0795;                    North         East    Units  Estimated Accuracy
 GC0795;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0795
 GC0795                          SUPERSEDED SURVEY CONTROL
 GC0795
 GC0795  NGVD 29 (??/??/??)  154.03   (m)          505.3    (f) RESET       3  
 GC0795
 GC0795.Superseded values are not recommended for survey control.
 GC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0795.See file dsdata.txt to determine how the superseded data were derived.
 GC0795
 GC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0795_MARKER: DR = REFERENCE MARK DISK
 GC0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0795_SP_SET: CURB
 GC0795_STAMPING: MONTAGUE 1961 1967 NO 5 1969
 GC0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0795
 GC0795  HISTORY     - Date     Condition        Report By
 GC0795  HISTORY     - 1969     MONUMENTED       CGS
 GC0795
 GC0795                          STATION DESCRIPTION
 GC0795
 GC0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0795'1 MI S FROM MADISON.
 GC0795'THIS MARK IS AT THE MONTAGUE 1961 1967 TRAVERSE STATION SITE,
 GC0795'71.28 FEET EAST-NORTHEAST OF MONTAGUE 1961 1967, 68 FEET NORTH
 GC0795'OF THE NORTHWEST CORNER OF THE MAIN BUILDING OF THE THIRD
 GC0795'NATIONAL BANK, 37.32 FEET EAST OF MONTAGUE 1961 R.M. 6 1969,
 GC0795'31 FEET SOUTH OF THE APPROXIMATE CENTER OF DUE WEST AVENUE, 16 FEET
 GC0795'EAST OF THE APPROXIMATE CENTER OF THE BANK DRIVE, AND 1.8 FEET SOUTH
 GC0795'OF THE SOUTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST
 GC0795'AVENUE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 GC0795'IN THE TOP OF THE EAST CURB OF THE BANK DRIVE-IN ENTRANCE FROM DUE
 GC0795'WEST AVENUE, AND THE DISK IS STAMPED MONTAGUE 1961 1967 NO 5
 GC0795'1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0796 ***********************************************************************
 GC0796  DESIGNATION -  MONTAGUE RM 6
 GC0796  PID         -  GC0796
 GC0796  STATE/COUNTY-  TN/DAVIDSON
 GC0796  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0796
 GC0796                         *CURRENT SURVEY CONTROL
 GC0796  ___________________________________________________________________
 GC0796* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0796* NAVD 88     -       154.43   (+/-2cm)     506.7    (feet)  VERTCON   
 GC0796  ___________________________________________________________________
 GC0796  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0796
 GC0796  VERT ORDER  -  THIRD (See Below)
 GC0796
 GC0796.The horizontal coordinates were scaled from a topographic map and have
 GC0796.an estimated accuracy of +/- 6 seconds.
 GC0796
 GC0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0796.The vertical order pertains to the NGVD 29 superseded value.
 GC0796
 GC0796.The geoid height was determined by GEOID03.
 GC0796
 GC0796;                    North         East    Units  Estimated Accuracy
 GC0796;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0796
 GC0796                          SUPERSEDED SURVEY CONTROL
 GC0796
 GC0796  NGVD 29 (??/??/??)  154.48   (m)          506.8    (f) RESET       3  
 GC0796
 GC0796.Superseded values are not recommended for survey control.
 GC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0796.See file dsdata.txt to determine how the superseded data were derived.
 GC0796
 GC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0796_MARKER: X = CHISELED CROSS
 GC0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0796_SP_SET: STEEL FOOT PLATE
 GC0796_STAMPING: MONTAGUE 1961 1967 NO 6 1969
 GC0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0796
 GC0796  HISTORY     - Date     Condition        Report By
 GC0796  HISTORY     - 1969     MONUMENTED       CGS
 GC0796
 GC0796                          STATION DESCRIPTION
 GC0796
 GC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0796'1 MI S FROM MADISON.
 GC0796'THIS MARK IS AT THE MONTAGUE 1961 1967 TRAVERSE STATION SITE,
 GC0796'37.87 FEET NORTHEAST OF MONTAGUE 1961 1967, 37.32 FEET WEST OF
 GC0796'MONTAGUE 1961 R.M. 5 1969, AND IN THE STEEL FOOT PLATE OF A
 GC0796'SECURITY LIGHT POLE AT THE ENTRANCE INTO THE THIRD NATIONAL
 GC0796'BANK DRIVE-IN FROM DUE WEST AVENUE, AND AT THE EAST END OF A
 GC0796'CONCRETE PLANTER ALONG THE WEST EDGE OF THE DRIVE.  A CHISELED
 GC0796'ARROW AND CROSS IN THE STEEL FOOT PLATE AND STAMPED MONTAGUE
 GC0796'1961 1967 NO 6 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1396 ***********************************************************************
 FC1396  DESIGNATION -  MONTEAGLE
 FC1396  PID         -  FC1396
 FC1396  STATE/COUNTY-  TN/MARION
 FC1396  USGS QUAD   -  MONTEAGLE (1982)
 FC1396
 FC1396                         *CURRENT SURVEY CONTROL
 FC1396  ___________________________________________________________________
 FC1396* NAD 83(1995)-  35 14 23.21437(N)    085 50 53.34124(W)     ADJUSTED  
 FC1396* NAVD 88     -       584.740  (meters)    1918.43   (feet)  ADJUSTED  
 FC1396  ___________________________________________________________________
 FC1396  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FC1396  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1396  DYNAMIC HT  -         584.144 (meters)    1916.48  (feet)  COMP
 FC1396  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FC1396
 FC1396  HORZ ORDER  -  SECOND
 FC1396  VERT ORDER  -  SECOND    CLASS 0
 FC1396
 FC1396.The horizontal coordinates were established by classical geodetic methods
 FC1396.and adjusted by the National Geodetic Survey in April 1999..
 FC1396
 FC1396.The orthometric height was determined by differential leveling
 FC1396.and adjusted by the National Geodetic Survey in June 1991..
 FC1396
 FC1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1396
 FC1396.The geoid height was determined by GEOID03.
 FC1396
 FC1396.The dynamic height is computed by dividing the NAVD 88
 FC1396.geopotential number by the normal gravity value computed on the
 FC1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1396.degrees latitude (g = 980.6199 gals.).
 FC1396
 FC1396.The modeled gravity was interpolated from observed gravity values.
 FC1396
 FC1396;                    North         East     Units Scale Factor Converg.
 FC1396;SPC TN       -   100,581.603   613,821.537   MT  1.00000182   +0 05 20.0
 FC1396;SPC TN       -   329,991.48  2,013,846.16   sFT  1.00000182   +0 05 20.0
 FC1396;UTM  16      - 3,900,242.371   604,803.027   MT  0.99973536   +0 39 52.8
 FC1396
 FC1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1396!SPC TN       -   0.99991274  x   1.00000182  =   0.99991456
 FC1396!UTM  16      -   0.99991274  x   0.99973536  =   0.99964812
 FC1396
 FC1396:                Primary Azimuth Mark                     Grid Az
 FC1396:SPC TN       -  MONTEAGLE MUNICIPAL TANK                 084 04 24.1
 FC1396:UTM  16      -  MONTEAGLE MUNICIPAL TANK                 083 29 51.3
 FC1396
 FC1396|---------------------------------------------------------------------|
 FC1396| PID    Reference Object                     Distance      Geod. Az  |
 FC1396|                                                           dddmmss.s |
 FC1396| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 0.8 KM 0840944.1 |
 FC1396| FC1397 MONTEAGLE RM 1                       26.670 METERS 28421     |
 FC1396| FC1896 MONTEAGLE WIT MARK                   35.119 METERS 33735     |
 FC1396|---------------------------------------------------------------------|
 FC1396
 FC1396                          SUPERSEDED SURVEY CONTROL
 FC1396
 FC1396  NAD 83(1995)-  35 14 23.21667(N)    085 50 53.34082(W) AD(       ) 2
 FC1396  NAD 83(1995)-  35 14 23.21701(N)    085 50 53.34166(W) AD(       ) 2
 FC1396  NAD 83(1995)-  35 14 23.22086(N)    085 50 53.33861(W) AD(       ) 2
 FC1396  NAD 83(1986)-  35 14 23.22190(N)    085 50 53.33766(W) AD(       ) 2
 FC1396  NAD 27      -  35 14 22.92690(N)    085 50 53.42680(W) AD(       ) 2
 FC1396  NGVD 29 (??/??/92)  584.723  (m)         1918.38   (f) ADJ UNCH    2 0
 FC1396
 FC1396.Superseded values are not recommended for survey control.
 FC1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1396.See file dsdata.txt to determine how the superseded data were derived.
 FC1396
 FC1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0480300242(NAD 83)
 FC1396_MARKER: DE = TRAVERSE STATION DISK
 FC1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1396_SP_SET: SQUARE CONCRETE MONUMENT
 FC1396_STAMPING: MONTEAGLE 1962
 FC1396_MARK LOGO: CGS   
 FC1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1396+STABILITY: SURFACE MOTION
 FC1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1396+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1986
 FC1396
 FC1396  HISTORY     - Date     Condition        Report By
 FC1396  HISTORY     - 1962     MONUMENTED       CGS
 FC1396  HISTORY     - 1962     GOOD             CGS
 FC1396  HISTORY     - 19861221 GOOD             TNDT
 FC1396
 FC1396                          STATION DESCRIPTION
 FC1396
 FC1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1396'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF MONTEAGLE AND IN THE
 FC1396'SOUTHWEST SECTION OF THE JUNCTION OF U.S.  HIGHWAY 64 AND
 FC1396'INTERSTATE HIGHWAY 24 ON STATE PROPERTY.
 FC1396'
 FC1396'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON
 FC1396'U.S. HIGHWAY 64 FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT,
 FC1396'CONTINUE ON U.S. HIGHWAY 64 FOR 0.5 MILE TO THE JUNCTION OF
 FC1396'INTERSTATE HIGHWAY 24 AND THE STATION ON THE LEFT JUST AFTER
 FC1396'CROSSING OVERPASS.
 FC1396'
 FC1396'THE STATION IS 81 FEET SOUTH OF THE APPROXIMATE CENTER OF THE SOUTH
 FC1396'LANE OF U.S. HIGHWAY 64 AND 77 FEET SOUTHWEST OF THE
 FC1396'SOUTHWEST END OF THE SOUTH OVERPASS. IT IS A STANDARD TRAVERSE DISK
 FC1396'SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND IS STAMPED MONTEAGLE
 FC1396'1962.
 FC1396'
 FC1396'REFERENCE MARK NO. 1 IS 111 FEET WEST OF THE SOUTHWEST END OF THE
 FC1396'SOUTH OVERPASS. IT IS STANDARD DISK CEMENTED IN A DRILLED HOLE
 FC1396'IN THE CURB OF AN ISLAND ON THE EAST END, FLUSH, AND IS STAMPED
 FC1396'MONTEAGLE NO 1 1962.
 FC1396'
 FC1396'STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS MARK IS SET IN THE CONCRETE
 FC1396'OF THE SOUTHWEST END OF THE NORTH OVERPASS, FLUSH, NO
 FC1396'STAMPING.
 FC1396'
 FC1396'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND STATE OF TENNESSEE
 FC1396'DEPARTMENT OF HIGHWAYS MARK IS 94.20 FEET.
 FC1396'
 FC1396'MONTEAGLE, MUNICIPAL WATER TANK WILL SERVE AS AN AZIMUTH. SEE
 FC1396'DESCRIPTION THEREOF.
 FC1396'
 FC1396'HEIGHT OF LIGHT ABOVE STATION MARK 26.30 METERS.
 FC1396
 FC1396                          STATION RECOVERY (1962)
 FC1396
 FC1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1396'0.6 MI W FROM MONTEAGLE.
 FC1396'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE GO
 FC1396'WEST ON U.S. HIGHWAY 64 FOR 0.65 MILE TO THE JUNCTION OF
 FC1396'INTERSTATE HIGHWAY 24 AND THE STATION ON THE LEFT JUST AFTER
 FC1396'CROSSING AN OVERPASS, 115.2 FEET SOUTHEAST OF TENNESSEE DEPARTMENT
 FC1396'OF HIGHWAYS MARK 5, 87.5 FEET EAST OF REFERENCE MARK NO. 1,
 FC1396'81 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S. HIGHWAY
 FC1396'64, AND 77 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTH
 FC1396'OVERPASS.  A STANDARD TRAVERSE STATION DISK SET IN THE TOP
 FC1396'OF A CONCRETE POST, FLUSH WITH THE GROUND.
 FC1396
 FC1396                          STATION RECOVERY (1986)
 FC1396
 FC1396'RECOVERY NOTE BY TN DEPT OF TRANSP 1986
 FC1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1895 ***********************************************************************
 FC1895  DESIGNATION -  MONTEAGLE MUNICIPAL TANK
 FC1895  PID         -  FC1895
 FC1895  STATE/COUNTY-  TN/GRUNDY
 FC1895  USGS QUAD   -  MONTEAGLE (1982)
 FC1895
 FC1895                         *CURRENT SURVEY CONTROL
 FC1895  ___________________________________________________________________
 FC1895* NAD 83(1995)-  35 14 25.98462(N)    085 50 20.30008(W)     ADJUSTED  
 FC1895* NAVD 88     -                                                        
 FC1895  ___________________________________________________________________
 FC1895  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FC1895  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1895
 FC1895  HORZ ORDER  -  THIRD
 FC1895
 FC1895.The horizontal coordinates were established by classical geodetic methods
 FC1895.and adjusted by the National Geodetic Survey in April 1999..
 FC1895
 FC1895
 FC1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1895
 FC1895.The geoid height was determined by GEOID03.
 FC1895
 FC1895;                    North         East     Units Scale Factor Converg.
 FC1895;SPC TN       -   100,668.313   614,656.798   MT  1.00000168   +0 05 39.4
 FC1895;SPC TN       -   330,275.96  2,016,586.51   sFT  1.00000168   +0 05 39.4
 FC1895;UTM  16      - 3,900,337.443   605,637.153   MT  0.99973752   +0 40 12.0
 FC1895
 FC1895                          SUPERSEDED SURVEY CONTROL
 FC1895
 FC1895  NAD 83(1995)-  35 14 25.98692(N)    085 50 20.29974(W) AD(       ) 4
 FC1895  NAD 83(1995)-  35 14 25.98718(N)    085 50 20.30042(W) AD(       ) 4
 FC1895  NAD 83(1995)-  35 14 25.99095(N)    085 50 20.29709(W) AD(       ) 4
 FC1895  NAD 83(1986)-  35 14 25.99208(N)    085 50 20.29636(W) AD(       ) 4
 FC1895  NAD 27      -  35 14 25.69800(N)    085 50 20.38800(W) AD(       ) 3
 FC1895
 FC1895.Superseded values are not recommended for survey control.
 FC1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1895.See file dsdata.txt to determine how the superseded data were derived.
 FC1895
 FC1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0563700337(NAD 83)
 FC1895_MARKER: 53 = ELEVATED TANK
 FC1895
 FC1895  HISTORY     - Date     Condition        Report By
 FC1895  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1895
 FC1895                          STATION DESCRIPTION
 FC1895
 FC1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1895'THE STATION IS LOCATED IN THE WESTERN SECTION OF MONTEAGLE AND ALONG
 FC1895'THE NORTH SIDE OF U.S. HIGHWAY 41.
 FC1895'
 FC1895'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON
 FC1895'U.S. HIGHWAY 41 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FC1895'
 FC1895'IT IS A CYLINDER TYPE TANK WITH A BALL AT THE TOP AND CENTER,
 FC1895'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND IS ABOUT
 FC1895'100 FEET HIGH.  THE BALL AT THE TOP AND CENTER WAS THE POINT
 FC1895'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1397 ***********************************************************************
 FC1397  DESIGNATION -  MONTEAGLE RM 1
 FC1397  PID         -  FC1397
 FC1397  STATE/COUNTY-  TN/MARION
 FC1397  USGS QUAD   -  MONTEAGLE (1982)
 FC1397
 FC1397                         *CURRENT SURVEY CONTROL
 FC1397  ___________________________________________________________________
 FC1397* NAD 83(1986)-  35 14 22.     (N)    085 50 53.     (W)     SCALED    
 FC1397* NAVD 88     -       585.102  (meters)    1919.62   (feet)  ADJUSTED  
 FC1397  ___________________________________________________________________
 FC1397  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1397  DYNAMIC HT  -         584.507 (meters)    1917.67  (feet)  COMP
 FC1397  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FC1397
 FC1397  VERT ORDER  -  SECOND    CLASS 0
 FC1397
 FC1397.The horizontal coordinates were scaled from a topographic map and have
 FC1397.an estimated accuracy of +/- 6 seconds.
 FC1397
 FC1397.The orthometric height was determined by differential leveling
 FC1397.and adjusted by the National Geodetic Survey in June 1991..
 FC1397
 FC1397.The geoid height was determined by GEOID03.
 FC1397
 FC1397.The dynamic height is computed by dividing the NAVD 88
 FC1397.geopotential number by the normal gravity value computed on the
 FC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1397.degrees latitude (g = 980.6199 gals.).
 FC1397
 FC1397.The modeled gravity was interpolated from observed gravity values.
 FC1397
 FC1397;                    North         East    Units  Estimated Accuracy
 FC1397;SPC TN       -   100,540.      613,830.      MT  (+/- 180 meters Scaled)
 FC1397
 FC1397                          SUPERSEDED SURVEY CONTROL
 FC1397
 FC1397  NGVD 29 (??/??/92)  585.086  (m)         1919.57   (f) ADJ UNCH    2 0
 FC1397
 FC1397.Superseded values are not recommended for survey control.
 FC1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1397.See file dsdata.txt to determine how the superseded data were derived.
 FC1397
 FC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE048002(NAD 83)
 FC1397_MARKER: DR = REFERENCE MARK DISK
 FC1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1397_SP_SET: CURB
 FC1397_STAMPING: MONTEAGLE NO 1 1962
 FC1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1397
 FC1397  HISTORY     - Date     Condition        Report By
 FC1397  HISTORY     - 1962     MONUMENTED       CGS
 FC1397
 FC1397                          STATION DESCRIPTION
 FC1397
 FC1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1397'0.6 MI W FROM MONTEAGLE.
 FC1397'AT THE MONTEAGLE STATION SITE, 111 FEET WEST OF THE SOUTHWEST
 FC1397'END OF THE SOUTH OVERPASS OF U.S. HIGHWAY 64, 87.5 FEET WEST
 FC1397'OF THE STATION MARK, AND 94.2 FEET SOUTH OF TENNESSEE DEPARTMENT
 FC1397'OF HIGHWAYS MARK 5.  A STANDARD REFERENCE MARK DISK DRILLED
 FC1397'IN A CONCRETE CURB AT THE EAST END OF A HIGHWAY ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1912 ***********************************************************************
 FC1912  DESIGNATION -  MONTEAGLE TN HWY PATROL TOWER
 FC1912  PID         -  FC1912
 FC1912  STATE/COUNTY-  TN/FRANKLIN
 FC1912  USGS QUAD   -  SEWANEE (1974)
 FC1912
 FC1912                         *CURRENT SURVEY CONTROL
 FC1912  ___________________________________________________________________
 FC1912* NAD 83(1995)-  35 13 11.75647(N)    085 53 18.21338(W)     ADJUSTED  
 FC1912* NAVD 88     -       620.0    (meters)    2034.     (feet)  VERTCON   
 FC1912  ___________________________________________________________________
 FC1912  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FC1912  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1912
 FC1912  HORZ ORDER  -  THIRD
 FC1912
 FC1912.The horizontal coordinates were established by classical geodetic methods
 FC1912.and adjusted by the National Geodetic Survey in April 1999..
 FC1912
 FC1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1912
 FC1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1912
 FC1912.The geoid height was determined by GEOID03.
 FC1912
 FC1912;                    North         East     Units Scale Factor Converg.
 FC1912;SPC TN       -    98,374.477   610,161.152   MT  1.00000544   +0 03 55.2
 FC1912;SPC TN       -   322,750.26  2,001,837.05   sFT  1.00000544   +0 03 55.2
 FC1912;UTM  16      - 3,897,999.184   601,165.999   MT  0.99972613   +0 38 28.1
 FC1912
 FC1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1912!SPC TN       -   0.99990720  x   1.00000544  =   0.99991264
 FC1912!UTM  16      -   0.99990720  x   0.99972613  =   0.99963336
 FC1912
 FC1912                          SUPERSEDED SURVEY CONTROL
 FC1912
 FC1912  NAD 83(1995)-  35 13 11.75885(N)    085 53 18.21343(W) AD(       ) 4
 FC1912  NAD 83(1995)-  35 13 11.75908(N)    085 53 18.21432(W) AD(       ) 4
 FC1912  NAD 83(1995)-  35 13 11.76314(N)    085 53 18.21118(W) AD(       ) 4
 FC1912  NAD 83(1986)-  35 13 11.76441(N)    085 53 18.21053(W) AD(       ) 4
 FC1912  NAD 27      -  35 13 11.46768(N)    085 53 18.29164(W) AD(       ) 3
 FC1912  NGVD 29 (07/19/86)  620.0    (m)         2034.     (f) VERT ANG       
 FC1912
 FC1912.Superseded values are not recommended for survey control.
 FC1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1912.See file dsdata.txt to determine how the superseded data were derived.
 FC1912
 FC1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0116697999(NAD 83)
 FC1912_MARKER: 43 = RADIO/TV TOWER
 FC1912
 FC1912  HISTORY     - Date     Condition        Report By
 FC1912  HISTORY     - 1979     FIRST OBSERVED   TNDT
 FC1912
 FC1912                          STATION DESCRIPTION
 FC1912
 FC1912'DESCRIBED BY TN DEPT OF TRANSP 1979 (JRS)
 FC1912'THE STATION, MONTEAGLE TENNESSEE STATE HIGHWAY PATROL REPEATER
 FC1912'TOWER KUQ 892 KFO 717, IS THE RED LIGHT ATOP A 3-LEGGED STEEL
 FC1912'STRUCTURE PAINTED WITH ALTERNATE BANDS OF RED AND WHITE AND A
 FC1912'OVERALL HEIGHT OF 180 FEET.
 FC1912'
 FC1912'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF
 FC1912'MONTEAGLE, 2-1/2 MILES NORTHEAST OF SEWANEE, AND NEAR A FORESTRY
 FC1912'SERVICE COMPLEX.
 FC1912'
 FC1912'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO
 FC1912'WEST ON U.S. HIGHWAY 64 FOR 3.75 MILES TO A PAVED SIDE ROAD
 FC1912'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO A GRAVELED
 FC1912'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE
 FC1912'TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1896 ***********************************************************************
 FC1896  DESIGNATION -  MONTEAGLE WIT MARK
 FC1896  PID         -  FC1896
 FC1896  STATE/COUNTY-  TN/MARION
 FC1896  USGS QUAD   -  MONTEAGLE (1982)
 FC1896
 FC1896                         *CURRENT SURVEY CONTROL
 FC1896  ___________________________________________________________________
 FC1896* NAD 83(1995)-  35 14 24.26783(N)    085 50 53.87091(W)     ADJUSTED  
 FC1896* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 FC1896  ___________________________________________________________________
 FC1896  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FC1896  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1896
 FC1896  HORZ ORDER  -  SECOND
 FC1896
 FC1896.The horizontal coordinates were established by classical geodetic methods
 FC1896.and adjusted by the National Geodetic Survey in April 1999..
 FC1896
 FC1896.The orthometric height was scaled from a topographic map.
 FC1896
 FC1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1896
 FC1896.The geoid height was determined by GEOID03.
 FC1896
 FC1896;                    North         East     Units Scale Factor Converg.
 FC1896;SPC TN       -   100,614.048   613,808.095   MT  1.00000177   +0 05 19.7
 FC1896;SPC TN       -   330,097.92  2,013,802.06   sFT  1.00000177   +0 05 19.7
 FC1896;UTM  16      - 3,900,274.670   604,789.263   MT  0.99973533   +0 39 52.5
 FC1896
 FC1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1896!SPC TN       -   0.99991270  x   1.00000177  =   0.99991447
 FC1896!UTM  16      -   0.99991270  x   0.99973533  =   0.99964805
 FC1896
 FC1896                          SUPERSEDED SURVEY CONTROL
 FC1896
 FC1896  NAD 83(1995)-  35 14 24.27013(N)    085 50 53.87049(W) AD(       ) 2
 FC1896  NAD 83(1995)-  35 14 24.27046(N)    085 50 53.87133(W) AD(       ) 2
 FC1896  NAD 83(1995)-  35 14 24.27432(N)    085 50 53.86828(W) AD(       ) 2
 FC1896  NAD 83(1986)-  35 14 24.27535(N)    085 50 53.86733(W) AD(       ) 2
 FC1896  NAD 27      -  35 14 23.98040(N)    085 50 53.95650(W) AD(       ) 2
 FC1896
 FC1896.Superseded values are not recommended for survey control.
 FC1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1896.See file dsdata.txt to determine how the superseded data were derived.
 FC1896
 FC1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0478900275(NAD 83)
 FC1896_MARKER: Z = SEE DESCRIPTION
 FC1896_SETTING: 0 = UNSPECIFIED SETTING
 FC1896_MARK LOGO: TNHD  
 FC1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1896
 FC1896  HISTORY     - Date     Condition        Report By
 FC1896  HISTORY     - 1962     MONUMENTED       TNHD
 FC1896
 FC1896                          STATION DESCRIPTION
 FC1896
 FC1896'DESCRIBED BY TN HIGHWAY DEPT 1962
 FC1896'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON
 FC1896'U.S. HIGHWAY 64 FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT,
 FC1896'CONTINUE ON U.S. HIGHWAY 64 FOR 0.5 MILE TO THE JUNCTION OF
 FC1896'INTERSTATE HIGHWAY 24 AND THE STATION ON THE
 FC1896'CROSSING OVERPASS.
 FC1896'
 FC1896'STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS MARK IS SET IN THE CONCRETE
 FC1896'OF THE SOUTHWEST END OF THE NORTH OVERPASS, FLUSH, NO
 FC1896'STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2387 ***********************************************************************
 GB2387  DESIGNATION -  MONTEREY LOOKOUT TOWER NC 7
 GB2387  PID         -  GB2387
 GB2387  STATE/COUNTY-  TN/PUTNAM
 GB2387  USGS QUAD   -  MONTEREY (1981)
 GB2387
 GB2387                         *CURRENT SURVEY CONTROL
 GB2387  ___________________________________________________________________
 GB2387* NAD 83(1995)-  36 07 33.49110(N)    085 17 33.58242(W)     ADJUSTED  
 GB2387* NAVD 88     -                                                        
 GB2387  ___________________________________________________________________
 GB2387  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GB2387  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB2387
 GB2387  HORZ ORDER  -  THIRD
 GB2387
 GB2387.The horizontal coordinates were established by classical geodetic methods
 GB2387.and adjusted by the National Geodetic Survey in April 1999..
 GB2387
 GB2387
 GB2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2387
 GB2387.The geoid height was determined by GEOID03.
 GB2387
 GB2387;                    North         East     Units Scale Factor Converg.
 GB2387;SPC TN       -   199,122.555   663,671.625   MT  0.99996134   +0 24 50.8
 GB2387;SPC TN       -   653,287.92  2,177,395.99   sFT  0.99996134   +0 24 50.8
 GB2387;UTM  16      - 3,999,270.309   653,640.235   MT  0.99989086   +1 00 24.4
 GB2387
 GB2387                          SUPERSEDED SURVEY CONTROL
 GB2387
 GB2387  NAD 83(1995)-  36 07 33.49432(N)    085 17 33.58456(W) AD(       ) 4
 GB2387  NAD 83(1995)-  36 07 33.49727(N)    085 17 33.58473(W) AD(       ) 4
 GB2387  NAD 83(1986)-  36 07 33.50430(N)    085 17 33.58482(W) AD(       ) 4
 GB2387  NAD 27      -  36 07 33.27600(N)    085 17 33.68100(W) AD(       ) 3
 GB2387
 GB2387.Superseded values are not recommended for survey control.
 GB2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2387.See file dsdata.txt to determine how the superseded data were derived.
 GB2387
 GB2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5364099270(NAD 83)
 GB2387_MARKER: 57 = LOOKOUT TOWER
 GB2387
 GB2387  HISTORY     - Date     Condition        Report By
 GB2387  HISTORY     - 1960     FIRST OBSERVED   CGS
 GB2387
 GB2387                          STATION DESCRIPTION
 GB2387
 GB2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2387'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF MONTEREY.
 GB2387'
 GB2387'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 N AND
 GB2387'STATE HIGHWAY 84 IN MONTEREY, GO WEST ON U. S. HIGHWAY 70 N FOR 0.7
 GB2387'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, SOUTH, FOR 0.5 MILE TO A
 GB2387'FORK, TAKE THE RIGHT FORK, SOUTH, FOR 0.6 MILE TO THE STATION.
 GB2387'
 GB2387'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 GB2387'CAB, COLORED GRAY AND IS ABOUT 65 FEET IN OVERALL HEIGHT. THE TOP
 GB2387'AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2388 ***********************************************************************
 GB2388  DESIGNATION -  MONTEREY MUNICIPAL TANK
 GB2388  PID         -  GB2388
 GB2388  STATE/COUNTY-  TN/PUTNAM
 GB2388  USGS QUAD   -  MONTEREY (1981)
 GB2388
 GB2388                         *CURRENT SURVEY CONTROL
 GB2388  ___________________________________________________________________
 GB2388* NAD 83(1995)-  36 08 51.31354(N)    085 16 01.51279(W)     ADJUSTED  
 GB2388* NAVD 88     -                                                        
 GB2388  ___________________________________________________________________
 GB2388  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 GB2388  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB2388
 GB2388  HORZ ORDER  -  THIRD
 GB2388
 GB2388.The horizontal coordinates were established by classical geodetic methods
 GB2388.and adjusted by the National Geodetic Survey in April 1999..
 GB2388
 GB2388
 GB2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2388
 GB2388.The geoid height was determined by GEOID03.
 GB2388
 GB2388;                    North         East     Units Scale Factor Converg.
 GB2388;SPC TN       -   201,538.030   665,955.765   MT  0.99996333   +0 25 44.7
 GB2388;SPC TN       -   661,212.69  2,184,889.87   sFT  0.99996333   +0 25 44.7
 GB2388;UTM  16      - 4,001,709.131   655,899.102   MT  0.99989947   +1 01 20.6
 GB2388
 GB2388                          SUPERSEDED SURVEY CONTROL
 GB2388
 GB2388  NAD 83(1995)-  36 08 51.31675(N)    085 16 01.51528(W) AD(       ) 4
 GB2388  NAD 83(1995)-  36 08 51.32003(N)    085 16 01.51499(W) AD(       ) 4
 GB2388  NAD 83(1986)-  36 08 51.32691(N)    085 16 01.51512(W) AD(       ) 4
 GB2388  NAD 27      -  36 08 51.09800(N)    085 16 01.61600(W) AD(       ) 3
 GB2388
 GB2388.Superseded values are not recommended for survey control.
 GB2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2388.See file dsdata.txt to determine how the superseded data were derived.
 GB2388
 GB2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5589901709(NAD 83)
 GB2388_MARKER: 52 = STANDPIPE TANK
 GB2388
 GB2388  HISTORY     - Date     Condition        Report By
 GB2388  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2388  HISTORY     - 1960     GOOD             CGS
 GB2388
 GB2388                          STATION DESCRIPTION
 GB2388
 GB2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2388'STATION IS LOCATED IN THE TOWN OF MONTEREY ABOUT 0.05 MILE SOUTH OF
 GB2388'CENTER OF TOWN, 150 FEET NORTH OF CHESTNUT STREET AND 125 FEET
 GB2388'EAST OF COMMERCIAL STREET.  IT IS ABOUT 120 FEET HIGH, OF STEEL
 GB2388'CONSTRUCTION, HAS FOUR LEGS, PAINTED BLACK AND HAS MONTEREY IN
 GB2388'WHITE LETTERS ON FOUR SIDES.  POINT OF INTERSECTION WAS THE CENTER OF
 GB2388'STANDPIPE WHERE IT ENTERS THE TANK.
 GB2388
 GB2388                          STATION RECOVERY (1960)
 GB2388
 GB2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2388'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT IT IS NOW PAINTED
 GB2388'SILVER AND HAS MONTEREY PAINTED IN BLACK LETTERS ON FOUR SIDES.  A
 GB2388'NEW DESCRIPTION FOLLOWS.
 GB2388'
 GB2388'THE STATION IS LOCATED ABOUT 0.05 MILE SOUTH OF THE CENTER OF
 GB2388'MONTEREY, 150 FEET NORTH OF CHESTNUT STREET AND 125 FEET EAST
 GB2388'OF COMMERCIAL STREET.  IT IS ABOUT 120 FEET IN OVERALL HEIGHT, OF
 GB2388'STEEL CONSTRUCTION, HAS FOUR LEGS, PAINTED SILVER AND HAS MONTEREY
 GB2388'IN BLACK LETTERS ON FOUR SIDES.  THE TOP AND CENTER WAS THE POINT
 GB2388'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2561 ***********************************************************************
 GC2561  DESIGNATION -  MONTGOMERY
 GC2561  PID         -  GC2561
 GC2561  STATE/COUNTY-  TN/DICKSON
 GC2561  USGS QUAD   -  BURNS (1986)
 GC2561
 GC2561                         *CURRENT SURVEY CONTROL
 GC2561  ___________________________________________________________________
 GC2561* NAD 83(1995)-  36 06 25.69665(N)    087 15 50.30966(W)     ADJUSTED  
 GC2561* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 GC2561  ___________________________________________________________________
 GC2561  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GC2561  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC2561
 GC2561  HORZ ORDER  -  THIRD
 GC2561
 GC2561.The horizontal coordinates were established by classical geodetic methods
 GC2561.and adjusted by the National Geodetic Survey in April 1999..
 GC2561
 GC2561.The orthometric height was scaled from a topographic map.
 GC2561
 GC2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2561
 GC2561.The geoid height was determined by GEOID03.
 GC2561
 GC2561;                    North         East     Units Scale Factor Converg.
 GC2561;SPC TN       -   197,537.842   486,197.458   MT  0.99995972   -0 44 23.9
 GC2561;SPC TN       -   648,088.74  1,595,132.83   sFT  0.99995972   -0 44 23.9
 GC2561;UTM  16      - 3,995,863.979   476,240.766   MT  0.99960696   -0 09 20.0
 GC2561
 GC2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2561!SPC TN       -   0.99996530  x   0.99995972  =   0.99992502
 GC2561!UTM  16      -   0.99996530  x   0.99960696  =   0.99957227
 GC2561
 GC2561:                Primary Azimuth Mark                     Grid Az
 GC2561:SPC TN       -  MONTGOMERY AZ MK                         078 51 07.5
 GC2561:UTM  16      -  MONTGOMERY AZ MK                         078 16 03.6
 GC2561
 GC2561|---------------------------------------------------------------------|
 GC2561| PID    Reference Object                     Distance      Geod. Az  |
 GC2561|                                                           dddmmss.s |
 GC2561| CG6121 MONTGOMERY AZ MK                                   0780643.6 |
 GC2561| CG6122 MONTGOMERY RM 1                      22.232 METERS 08352     |
 GC2561| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 4.0 KM 0923314.4 |
 GC2561| CG6123 MONTGOMERY RM 2                      27.121 METERS 17845     |
 GC2561| GC2556 PROMISE                             APPROX.13.2 KM 3342827.6 |
 GC2561|---------------------------------------------------------------------|
 GC2561
 GC2561                          SUPERSEDED SURVEY CONTROL
 GC2561
 GC2561  NAD 83(1995)-  36 06 25.69839(N)    087 15 50.31260(W) AD(       ) 3
 GC2561  NAD 83(1995)-  36 06 25.69944(N)    087 15 50.31303(W) AD(       ) 3
 GC2561  NAD 83(1986)-  36 06 25.70678(N)    087 15 50.31259(W) AD(       ) 3
 GC2561  NAD 27      -  36 06 25.49300(N)    087 15 50.28100(W) AD(       ) 3
 GC2561
 GC2561.Superseded values are not recommended for survey control.
 GC2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2561.See file dsdata.txt to determine how the superseded data were derived.
 GC2561
 GC2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7624195864(NAD 83)
 GC2561_MARKER: DS = TRIANGULATION STATION DISK
 GC2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2561
 GC2561  HISTORY     - Date     Condition        Report By
 GC2561  HISTORY     - 1953     MONUMENTED       CGS
 GC2561
 GC2561                          STATION DESCRIPTION
 GC2561
 GC2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2561'THE STATION IS ALONG U.S. HIGHWAY 70 ABOUT 2 MILES WEST OF WHITE
 GC2561'BLUFF AND ABOUT 1 MILE EAST OF THE ENTRANCE TO MONTGOMERY
 GC2561'BELL STATE PARK.  IT IS 85 FEET SOUTH OF THE CENTER OF HIGHWAY 70, 21
 GC2561'FEET SOUTH OF EDGE OF ROAD CUT AND 4 FEET SOUTH OF A WHITE WITNESS
 GC2561'POST.  THE MARK IS FLUSH AND THE DISK STAMPED MONTGOMERY 1953.
 GC2561'
 GC2561'REFERENCE MARK NO. 1 IS 79 FEET SOUTH OF THE CENTER OF HIGHWAY 70 AND
 GC2561'17 FEET SOUTH OF THE EDGE OF THE ROAD CUT.  THE MARK IS FLUSH AND
 GC2561'THE DISK STAMPED MONTGOMERY NO 1 1953.
 GC2561'
 GC2561'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF THE CENTER OF A WOODS
 GC2561'ROAD AND 14 FEET NORTHEAST OF A 3 INCH OAK TREE.  THE MARK IS
 GC2561'FLUSH AND THE DISK STAMPED MONTGOMERY NO 2 1953.
 GC2561'
 GC2561'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF HIGHWAY 70, 59 FEET
 GC2561'SOUTHEAST OF A TELEPHONE POLE AND 3 FEET WEST OF A WHITE WITNESS
 GC2561'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED MONTGOMERY
 GC2561'1953.
 GC2561'
 GC2561'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 70 AND
 GC2561'STATE HIGHWAY 47 IN WHITE BLUFF, GO WEST ON HIGHWAY 70 FOR 1.35
 GC2561'MILES TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON
 GC2561'HIGHWAY 70 FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2561'
 GC2561'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2560 ***********************************************************************
 GC2560  DESIGNATION -  MONTGOMERY BELL ST FOREST LOT
 GC2560  PID         -  GC2560
 GC2560  STATE/COUNTY-  TN/DICKSON
 GC2560  USGS QUAD   -  BURNS (1986)
 GC2560
 GC2560                         *CURRENT SURVEY CONTROL
 GC2560  ___________________________________________________________________
 GC2560* NAD 83(1995)-  36 03 51.98130(N)    087 16 57.93076(W)     ADJUSTED  
 GC2560* NAVD 88     -                                                        
 GC2560  ___________________________________________________________________
 GC2560  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC2560  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2560
 GC2560  HORZ ORDER  -  THIRD
 GC2560
 GC2560.The horizontal coordinates were established by classical geodetic methods
 GC2560.and adjusted by the National Geodetic Survey in April 1999..
 GC2560
 GC2560
 GC2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2560
 GC2560.The geoid height was determined by GEOID03.
 GC2560
 GC2560;                    North         East     Units Scale Factor Converg.
 GC2560;SPC TN       -   192,822.578   484,444.265   MT  0.99995646   -0 45 03.5
 GC2560;SPC TN       -   632,618.74  1,589,380.89   sFT  0.99995646   -0 45 03.5
 GC2560;UTM  16      - 3,991,132.736   474,536.361   MT  0.99960799   -0 09 59.3
 GC2560
 GC2560                          SUPERSEDED SURVEY CONTROL
 GC2560
 GC2560  NAD 83(1995)-  36 03 51.98318(N)    087 16 57.93403(W) AD(       ) 4
 GC2560  NAD 83(1995)-  36 03 51.98388(N)    087 16 57.93411(W) AD(       ) 4
 GC2560  NAD 83(1986)-  36 03 51.99164(N)    087 16 57.93353(W) AD(       ) 4
 GC2560  NAD 27      -  36 03 51.77400(N)    087 16 57.90100(W) AD(       ) 3
 GC2560
 GC2560.Superseded values are not recommended for survey control.
 GC2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2560.See file dsdata.txt to determine how the superseded data were derived.
 GC2560
 GC2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7453691133(NAD 83)
 GC2560_MARKER: 57 = LOOKOUT TOWER
 GC2560
 GC2560  HISTORY     - Date     Condition        Report By
 GC2560  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2560  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GC2560
 GC2560                          STATION DESCRIPTION
 GC2560
 GC2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2560'STATION IS THE CENTER OF THE BASE OF THE STATE FOREST LOOKOUT TOWER,
 GC2560'LOCATED IN THE MONTGOMERY BELL STATE PARK ABOUT 5 MILES EAST OF
 GC2560'DICKSON AND ABOUT 5 MILES SOUTHWEST OF WHITE BLUFF.  THE TOWER IS A 4
 GC2560'LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH AND HAS AN ENCLOSED
 GC2560'OBSERVATION PLATFORM AT THE TOP.
 GC2560'
 GC2560'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BELL.  THE
 GC2560'DISTANCE IS 58.6 FEET, 17.86 METERS.
 GC2560'
 GC2560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2560'HIGHWAY 47, ABOUT 1/2 MILE WEST OF WHITE BLUFF, GO SOUTHWEST AND
 GC2560'WEST ON HIGHWAY 47 FOR 4.65 MILE TO A GRAVEL ROAD RIGHT THROUGH A
 GC2560'RAILROAD UNDERPASS.  TURN RIGHT THROUGH UNDERPASS AND GO 0.25
 GC2560'MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.35 MILE TO THE LOOKOUT
 GC2560'TOWER.
 GC2560
 GC2560                          STATION RECOVERY (1959)
 GC2560
 GC2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2560'THE STATION IS THE CENTER OF THE BASE OF THE STATE FOREST LOOKOUT
 GC2560'TOWER, LOCATED IN THE MONTGOMERY BELL STATE PARK ABOUT 5 MILES
 GC2560'EAST OF DICKSON AND ABOUT 5 MILES SOUTHWEST OF WHITE BLUFF.  THE
 GC2560'TOWER IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 GC2560'OBSERVATION PLATFORM AND HAS AN OVER-ALL HEIGHT OF ABOUT 90 FEET.
 GC2560'
 GC2560'THE TOP AND CENTER OF THE TOWER WAS THE POINT OBSERVED UPON.
 GC2560'
 GC2560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 GC2560'STATE HIGHWAY NO. 47, ABOUT 1/2 MILE WEST OF WHITE BLUFF, GO
 GC2560'SOUTHWEST AND WEST ON STATE HIGHWAY NO. 47 FOR 4.65 MILES TO A
 GC2560'GRAVELED ROAD RIGHT THROUGH A RAILROAD UNDERPASS.  HERE TURN
 GC2560'RIGHT THROUGH THE UNDERPASS AND GO 0.25 MILE TO A FORK, TAKE THE
 GC2560'RIGHT FORK AND GO 0.35 MILE TO THE LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3360 ***********************************************************************
 GA3360  DESIGNATION -  MOODY
 GA3360  PID         -  GA3360
 GA3360  STATE/COUNTY-  TN/SULLIVAN
 GA3360  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA3360
 GA3360                         *CURRENT SURVEY CONTROL
 GA3360  ___________________________________________________________________
 GA3360* NAD 83(1995)-  36 32 27.76100(N)    082 28 35.48251(W)     ADJUSTED  
 GA3360* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 GA3360  ___________________________________________________________________
 GA3360  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GA3360  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA3360
 GA3360  HORZ ORDER  -  SECOND
 GA3360
 GA3360.The horizontal coordinates were established by classical geodetic methods
 GA3360.and adjusted by the National Geodetic Survey in April 1999..
 GA3360
 GA3360.The orthometric height was scaled from a topographic map.
 GA3360
 GA3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3360
 GA3360.The geoid height was determined by GEOID03.
 GA3360
 GA3360;                    North         East     Units Scale Factor Converg.
 GA3360;SPC TN       -   250,629.804   915,445.052   MT  1.00002443   +2 03 46.0
 GA3360;SPC TN       -   822,274.62  3,003,422.64   sFT  1.00002443   +2 03 46.0
 GA3360;SPC VA S     - 1,030,549.528 3,144,015.042   MT  1.00004861   -2 24 48.4
 GA3360;SPC VA S     - 3,381,061.24 10,314,989.35   sFT  1.00004861   -2 24 48.4
 GA3360;UTM  17      - 4,044,975.007   367,835.126   MT  0.99981521   -0 52 45.3
 GA3360
 GA3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3360!SPC TN       -   0.99991754  x   1.00002443  =   0.99994197
 GA3360!SPC VA S     -   0.99991754  x   1.00004861  =   0.99996615
 GA3360!UTM  17      -   0.99991754  x   0.99981521  =   0.99973276
 GA3360
 GA3360|---------------------------------------------------------------------|
 GA3360| PID    Reference Object                     Distance      Geod. Az  |
 GA3360|                                                           dddmmss.s |
 GA3360| DB9758 MOODY RM 2                           22.365 METERS 03218     |
 GA3360| DB9759 MOODY RM 3 AZIMUTH                                 1384331.2 |
 GA3360| DB9757 MOODY RM 1                           17.807 METERS 25312     |
 GA3360|---------------------------------------------------------------------|
 GA3360
 GA3360                          SUPERSEDED SURVEY CONTROL
 GA3360
 GA3360  NAD 83(1995)-  36 32 27.76076(N)    082 28 35.48198(W) AD(       ) 2
 GA3360  NAD 83(1995)-  36 32 27.75989(N)    082 28 35.48999(W) AD(       ) 2
 GA3360  NAD 83(1995)-  36 32 27.76809(N)    082 28 35.48559(W) AD(       ) 2
 GA3360  NAD 83(1986)-  36 32 27.76820(N)    082 28 35.48568(W) AD(       ) 2
 GA3360  NAD 27      -  36 32 27.41710(N)    082 28 35.94893(W) AD(       ) 2
 GA3360
 GA3360.Superseded values are not recommended for survey control.
 GA3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3360.See file dsdata.txt to determine how the superseded data were derived.
 GA3360
 GA3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6783544975(NAD 83)
 GA3360_MARKER: DS = TRIANGULATION STATION DISK
 GA3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3360
 GA3360  HISTORY     - Date     Condition        Report By
 GA3360  HISTORY     - 1933     MONUMENTED       CGS
 GA3360  HISTORY     - 1964     MARK NOT FOUND   CGS
 GA3360
 GA3360                          STATION DESCRIPTION
 GA3360
 GA3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3360'STATION IS ABOUT 4 MILES E OF KINGSPORT, ON SUMMIT OF CHESTNUT RIDGE,
 GA3360'ON PROPERTY OF
 GA3360'E.A.  MOODY, IN OPEN FIELD 35 FEET SE OF CENTER LINE
 GA3360'OF ROAD, 10-1/2 FEET SE OF
 GA3360'10-INCH LOCUST TREE, AND 25 FEET SE OF
 GA3360'BARBEDWIRE FENCE.
 GA3360'
 GA3360'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD
 GA3360'BRONZE DISKS SET IN CONCRETE.
 GA3360'
 GA3360'REFERENCE MARK NO. 1 IS 12 FEET SE OF CENTER LINE OF DIRT ROAD, 2.2
 GA3360'FEET SE OF WIRE
 GA3360'FENCE, AND 17.807 METERS (58.42 FEET) FROM STATION S 73 DEG 12 MIN W.
 GA3360'
 GA3360'REFERENCE MARK NO. 2 IS 11FEET SE OF CENTER LINE OF ROAD, 1-1/2 FEET
 GA3360'SE OF WIRE FENCE,
 GA3360'AND 22.365 METERS (73.38 FEET) FROM STATION N 32 DEG 18 MIN E.
 GA3360'
 GA3360'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE REFERENCE
 GA3360'DISK IN DRILL HOLE
 GA3360'IN OUTCROPPING BEDROCK IN FRONT YARD OF OLD HOUSE
 GA3360'OWNED BY C.B.  HOBBS, ABOUT 100 FEET
 GA3360'S OF CENTER LINE OF COUNTY ROAD,
 GA3360'80 FEET NE OF NE CORNER OF HOUSE, 25 FEET W OF N-S WIRE
 GA3360'FENCE ALONG W SIDE
 GA3360'OF CULTIVATED FIELD, AND ABOUT 0.8 MILE FROM STATION
 GA3360'S 41 DEG 16 MIN E.
 GA3360'
 GA3360'TO REACH AZIMUTH MARK FROM NORRIS TOURIST CAMP, GO TOWARD BRISTOL
 GA3360'ABOUT 1-1/2 MILES TO UNPAINTED BARN WITH DOBBINS HDWE CO ON IT,
 GA3360'TURN RIGHT AT FIRST ROAD BEYOND BARN AND GO ABOUT 3/4 MILE TO HOBBS
 GA3360'HOME.
 GA3360'
 GA3360'TO REACH THE STATION FROM KINGSPORT, GO E 4.8 MILES ON U.S.  HIGHWAYS
 GA3360'11 W AND 23 TO
 GA3360'NORRIS TOURIST CAMP, CONTINUE 200 FEET, TURN LEFT ONTO
 GA3360'DIRT ROAD AND FOLLOW 0.6 MILE TO
 GA3360'STATION SITE.
 GA3360
 GA3360                          STATION RECOVERY (1964)
 GA3360
 GA3360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3360'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE FOUND DESTROYED BY
 GA3360'THE CONSTRUCTION OF A
 GA3360'NEW HOUSE.  REFERENCE MARK NO.  3 (AZIMUTH MARK)
 GA3360'WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1707 ***********************************************************************
 GD1707  DESIGNATION -  MOON
 GD1707  PID         -  GD1707
 GD1707  STATE/COUNTY-  TN/DYER
 GD1707  USGS QUAD   -  TENNEMO (1983)
 GD1707
 GD1707                         *CURRENT SURVEY CONTROL
 GD1707  ___________________________________________________________________
 GD1707* NAD 83(1995)-  36 09 39.61920(N)    089 34 15.72839(W)     ADJUSTED  
 GD1707* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 GD1707  ___________________________________________________________________
 GD1707  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GD1707  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1707
 GD1707  HORZ ORDER  -  THIRD
 GD1707
 GD1707.The horizontal coordinates were established by classical geodetic methods
 GD1707.and adjusted by the National Geodetic Survey in April 1999..
 GD1707
 GD1707.The orthometric height was scaled from a topographic map.
 GD1707
 GD1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1707
 GD1707.The geoid height was determined by GEOID03.
 GD1707
 GD1707;                    North         East     Units Scale Factor Converg.
 GD1707;SPC TN       -   208,641.314   278,760.662   MT  0.99996463   -2 05 26.3
 GD1707;SPC TN       -   684,517.38    914,567.27   sFT  0.99996463   -2 05 26.3
 GD1707;SPC MO E     -    36,755.555   333,583.815   MT  1.00001938   +0 32 53.4
 GD1707;UTM  16      - 4,004,869.514   268,726.824   MT  1.00025909   -1 31 03.8
 GD1707
 GD1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1707!SPC TN       -   0.99999157  x   0.99996463  =   0.99995620
 GD1707!SPC MO E     -   0.99999157  x   1.00001938  =   1.00001095
 GD1707!UTM  16      -   0.99999157  x   1.00025909  =   1.00025065
 GD1707
 GD1707|---------------------------------------------------------------------|
 GD1707| PID    Reference Object                     Distance      Geod. Az  |
 GD1707|                                                           dddmmss.s |
 GD1707| GD0872 P 95                                 36.861 METERS 07406     |
 GD1707| CG4610 MOON AZ MK                                         1714357.7 |
 GD1707| CG4611 MOON RM 1                            13.355 METERS 18123     |
 GD1707| GD0869 X 95 CAP                             28.725 METERS 28846     |
 GD1707|---------------------------------------------------------------------|
 GD1707
 GD1707                          SUPERSEDED SURVEY CONTROL
 GD1707
 GD1707  NAD 83(1995)-  36 09 39.62336(N)    089 34 15.72956(W) AD(       ) 3
 GD1707  NAD 83(1995)-  36 09 39.62344(N)    089 34 15.73042(W) AD(       ) 3
 GD1707  NAD 83(1986)-  36 09 39.63063(N)    089 34 15.72787(W) AD(       ) 3
 GD1707  NAD 27      -  36 09 39.37930(N)    089 34 15.45030(W) AD(       ) 3
 GD1707
 GD1707.Superseded values are not recommended for survey control.
 GD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1707.See file dsdata.txt to determine how the superseded data were derived.
 GD1707
 GD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6872704870(NAD 83)
 GD1707_MARKER: DS = TRIANGULATION STATION DISK
 GD1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1707
 GD1707  HISTORY     - Date     Condition        Report By
 GD1707  HISTORY     - 1959     MONUMENTED       CGS
 GD1707
 GD1707                          STATION DESCRIPTION
 GD1707
 GD1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1707'THE STATION IS ABOUT 4 MILES WEST OF THE SMALL VILLAGE OF MISTON,
 GD1707'ABOUT 2 MILES EAST OF THE MISSISSIPPI RIVER, ON THE NORTH SIDE OF
 GD1707'STATE HIGHWAY 103.  IT IS 21 FEET NORTH OF THE CENTERLINE OF STATE
 GD1707'HIGHWAY 103, 10 INCHES SOUTH OF A WIRE FENCE, 3 FEET WEST OF A
 GD1707'WHITE WITNESS POST AND 309 FEET EAST OF THE CENTER OF HIGHWAY 103,
 GD1707'A SIDE ROAD SOUTH AND A DIM ROAD NORTH.  THE MONUMENT IS FLUSH AND
 GD1707'THE DISK IS STAMPED MOON 1959.
 GD1707'
 GD1707'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD CROSSING IN
 GD1707'MISTON, GO WEST ON STATE HIGHWAY 103 FOR 3.9 MILES TO THE STATION ON
 GD1707'THE RIGHT, ON THE NORTH SIDE OF THE ROAD.
 GD1707'
 GD1707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 103
 GD1707'FOR 0.05 MILE TO A SIDE ROAD LEFT AND A DIM ROAD RIGHT.  TURN LEFT
 GD1707'AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A DRIVEWAY LEFT,
 GD1707'AT A POINT WHERE THE GRAVELED ROAD CURVES TO THE WEST.  TURN
 GD1707'LEFT ON THE GRAVELED DRIVEWAY AND GO EAST FOR 0.05 MILE TO THE
 GD1707'AZIMUTH MARK ON THE RIGHT.
 GD1707'
 GD1707'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 103,
 GD1707'62 FEET WEST OF A FENCE CORNER AND 6 INCHES NORTH OF A WIRE FENCE.
 GD1707'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED MOON NO 1
 GD1707'1959.
 GD1707'
 GD1707'X 95 USED IS A STANDARD U.S. ENGINEER DEPARTMENT DISK RIVITED TO THE
 GD1707'TOP OF A 4 INCH PIPE THAT PROJECTS 14 INCHES.  THE DISK IS STAMPED
 GD1707'X 95 1957.  IT IS 26 FEET NORTH OF A WIRE FENCE, 48 FEET NORTH OF
 GD1707'THE CENTERLINE OF HIGHWAY 103, 64 FEET SOUTH OF AN 18 INCH HICKORY
 GD1707'TREE AND 54 FEET WEST OF A 24 INCH SYCAMORE TREE.
 GD1707'
 GD1707'BENCH MARK P 95 IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK SET
 GD1707'IN THE TOP OF A 4 INCH TILE THAT PROJECTS 1 INCH.  THE DISK IS
 GD1707'STAMPED P 95 1957.  IT IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST,
 GD1707'13 FEET NORTHWEST OF A TWIN TRUNK TREE, 38 FEET NORTH OF A WIRE
 GD1707'FENCE AND 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 103.
 GD1707'
 GD1707'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WIRE FENCE, 1 FOOT WEST OF A
 GD1707'WHITE WITNESS POST AND 23 FEET EAST OF AN EAST GATE POST.  THE
 GD1707'MONUMENT IS FLUSH AND THE DISK IS STAMPED MOON 1959.
 GD1707'
 GD1707'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1559 ***********************************************************************
 FC1559  DESIGNATION -  MOONEY
 FC1559  PID         -  FC1559
 FC1559  STATE/COUNTY-  TN/MCMINN
 FC1559  USGS QUAD   -  RICEVILLE (1990)
 FC1559
 FC1559                         *CURRENT SURVEY CONTROL
 FC1559  ___________________________________________________________________
 FC1559* NAD 83(1995)-  35 25 59.45307(N)    084 40 59.48956(W)     ADJUSTED  
 FC1559* NAVD 88     -       245.076  (meters)     804.05   (feet)  ADJUSTED  
 FC1559  ___________________________________________________________________
 FC1559  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FC1559  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1559  DYNAMIC HT  -         244.837 (meters)     803.27  (feet)  COMP
 FC1559  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC1559
 FC1559  HORZ ORDER  -  SECOND
 FC1559  VERT ORDER  -  SECOND    CLASS 0
 FC1559
 FC1559.The horizontal coordinates were established by classical geodetic methods
 FC1559.and adjusted by the National Geodetic Survey in April 1999..
 FC1559
 FC1559.The orthometric height was determined by differential leveling
 FC1559.and adjusted by the National Geodetic Survey in June 1991..
 FC1559
 FC1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1559
 FC1559.The geoid height was determined by GEOID03.
 FC1559
 FC1559.The dynamic height is computed by dividing the NAVD 88
 FC1559.geopotential number by the normal gravity value computed on the
 FC1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1559.degrees latitude (g = 980.6199 gals.).
 FC1559
 FC1559.The modeled gravity was interpolated from observed gravity values.
 FC1559
 FC1559;                    North         East     Units Scale Factor Converg.
 FC1559;SPC TN       -   122,832.033   719,565.221   MT  0.99997273   +0 46 15.3
 FC1559;SPC TN       -   402,991.43  2,360,773.56   sFT  0.99997273   +0 46 15.3
 FC1559;UTM  16      - 3,923,548.895   710,311.352   MT  1.00014510   +1 20 37.2
 FC1559
 FC1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1559!SPC TN       -   0.99996629  x   0.99997273  =   0.99993902
 FC1559!UTM  16      -   0.99996629  x   1.00014510  =   1.00011139
 FC1559
 FC1559:                Primary Azimuth Mark                     Grid Az
 FC1559:SPC TN       -  MOONEY AZ MK 2                           089 09 11.7
 FC1559:UTM  16      -  MOONEY AZ MK 2                           088 34 49.8
 FC1559
 FC1559|---------------------------------------------------------------------|
 FC1559| PID    Reference Object                     Distance      Geod. Az  |
 FC1559|                                                           dddmmss.s |
 FC1559| CZ4945 MOONEY AZ MK 2                                     0895527.0 |
 FC1559| FC0541 MOONEY RM 1                          21.565 METERS 10734     |
 FC1559| FC0545 MOONEY AZ MK                                       1151505.2 |
 FC1559| FC0543 MOONEY 2                             17.948 METERS 14029     |
 FC1559| FC1588 MOONEY RM 3                          16.812 METERS 18721     |
 FC1559| FC1589 MOONEY RM 4                          20.880 METERS 28946     |
 FC1559| FC0544 MOONEY RM 2                          36.497 METERS 32244     |
 FC1559|---------------------------------------------------------------------|
 FC1559
 FC1559                          SUPERSEDED SURVEY CONTROL
 FC1559
 FC1559  NAD 83(1995)-  35 25 59.45691(N)    084 40 59.48996(W) AD(       ) 2
 FC1559  NAD 83(1995)-  35 25 59.45620(N)    084 40 59.49007(W) AD(       ) 2
 FC1559  NAD 83(1995)-  35 25 59.45675(N)    084 40 59.48993(W) AD(       ) 2
 FC1559  NAD 83(1986)-  35 25 59.46085(N)    084 40 59.48770(W) AD(       ) 2
 FC1559  NAD 27      -  35 25 59.19680(N)    084 40 59.71600(W) AD(       ) 2
 FC1559  NGVD 29 (??/??/92)  245.142  (m)          804.27   (f) ADJ UNCH    2 0
 FC1559
 FC1559.Superseded values are not recommended for survey control.
 FC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1559.See file dsdata.txt to determine how the superseded data were derived.
 FC1559
 FC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1031123549(NAD 83)
 FC1559_MARKER: DE = TRAVERSE STATION DISK
 FC1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1559
 FC1559  HISTORY     - Date     Condition        Report By
 FC1559  HISTORY     - 1961     MONUMENTED       CGS
 FC1559  HISTORY     - 1964     GOOD             TVA
 FC1559  HISTORY     - 1969     GOOD             CGS
 FC1559  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FC1559
 FC1559                          STATION DESCRIPTION
 FC1559
 FC1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1559'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ATHENS, ABOUT 3-1/2
 FC1559'MILES NORTH OF RICEVILLE AND ON THE PROPERTY OF MR. E. D.
 FC1559'MOONEYHAMM.
 FC1559'
 FC1559'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON
 FC1559'AN OILED ROAD, CROSSING A RAILROAD TRACKS, FOR 0.1 MILE TO THE
 FC1559'JUNCTION OF U.S. HIGHWAY 11, TURN RIGHT, ON U.S. HIGHWAY 11 AND GO
 FC1559'3.65 MILES TO A CROSSROAD, TURN LEFT, ON A GRAVELED ROAD AND GO
 FC1559'0.5 MILE TO A FORK, TAKE RIGHT FORK, AND GO 0.7 MILE TO A FORK AND
 FC1559'THE AZIMUTH MARK ON THE LEFT, TAKE RIGHT FORK, AND GO 0.5 MILE TO A
 FC1559'REVERSE Y AND THE STATION ON THE LEFT.
 FC1559'
 FC1559'STATION MARK IS 39 FEET SOUTHEAST OF FLOYD FOWSTS MAIL BOX, 31 FEET
 FC1559'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 19 FEET
 FC1559'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 3.9 FEET
 FC1559'NORTHEAST OF A METAL WITNESS POST. THE MARK IS A STANDARD
 FC1559'TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH, AND IS STAMPED
 FC1559'MOONEY 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC1559'GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A
 FC1559'STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH, AND IS STAMPED
 FC1559'MOONEY NO 1 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 2 IS 80 FEET SOUTHEAST OF FLOYD FOWSTS MAIL BOX
 FC1559'AND 12 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 FC1559'THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH, AND
 FC1559'IS STAMPED MOONEY NO 2 1961.
 FC1559'
 FC1559'AZIMUTH MARK IS 34 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1559'ROAD, 11 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1559'ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST AND WIRE FENCE. THE
 FC1559'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH,
 FC1559'AND IS STAMPED MOONEY 1961.
 FC1559'
 FC1559'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FC1559
 FC1559                          STATION RECOVERY (1964)
 FC1559
 FC1559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 FC1559'STATION, R.M. 1 AND R.M. 2, AZIMUTH MARK FOUND IN GOOD CONDITION.
 FC1559
 FC1559                          STATION RECOVERY (1969)
 FC1559
 FC1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC1559'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FC1559'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 HAD
 FC1559'BEEN STRUCK BY A ROAD GRADER AND WAS FOUND LAYING IN THE DITCH, AND
 FC1559'THE DISK WAS REMOVED. THE ORIGINAL AZIMUTH MARK FOR THIS
 FC1559'STATION WILL BE OBSTRUCTED BY THE FILL FOR A GRADE SEPERATION WHEN
 FC1559'INTERSTATE ROUTE 75 IS BUILT.  THEREFORE, ANOTHER AZIMUTH MARK NO. 2
 FC1559'WAS ESTABLISHED AND TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.
 FC1559'THE STATION WAS THEN OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED
 FC1559'USING THE 1961 AZIMUTH MARK AS THE INITIAL. AS ALL MARKS AT THIS
 FC1559'STATION WERE BENCH MARKS, ELEVATIONS WERE TRANSFERRED TO THE NEWLY
 FC1559'ESTABLISHED REFERENCE MARKS FROM BENCH MARK MOONEY 1961. IN
 FC1559'RUNNING THESE LEVELS, A DISCREPANCY OF PLUS 0.041 OF A FOOT WAS NOTED
 FC1559'IN THE ELEVATION FOR MOONEY R.M. 1 1961.  IN CHECKING THE HORIZONTAL
 FC1559'DISTANCE MEASUREMENT BETWEEN THE STA AND REFERENCE MARK NO 1 A
 FC1559'DISCREPANCY OF MINUS 0.10 FOOT WAS NOTED, HOWEVER, THE HORIZONTAL
 FC1559'ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 1 CHECKED
 FC1559'WITHIN 18.6 SEC.  THERE DOES NOT APPEAR TO HAVE BEEN ANY
 FC1559'DISTURBANCE OF THIS MARK, AND THERE SURELY HAS BEEN NONE AT THE
 FC1559'STATION MARK AS IT WAS LOCATED IN A SMALL FENCED TRIANGLE AT THE
 FC1559'INTERSECTION OF A Y AND SEVERAL FEET ABOVE THE ROADS.
 FC1559'
 FC1559'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1559'
 FC1559'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ATHENS, 3-1/2 MILES
 FC1559'NORTH OF RICEVILLE, AND IN THE CENTER OF A VERY WIDE PLOT OF
 FC1559'GROUND SEPERATING THE NORTH AND SOUTH BOUND LANES OF PROPOSED
 FC1559'INTERSTATE ROUTE 75.
 FC1559'
 FC1559'THE STATION IS 84 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE Y
 FC1559'INTERSECTION OF A GRAVELED ROAD AND A GRADED ROAD, 31 FEET
 FC1559'SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 19 FEET
 FC1559'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRADED ROAD, AND 0.7 OF
 FC1559'A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FC1559'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1559'PROJECTS 1 INCH AND THE DISK IS STAMPED MOONEY 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 1 IS 61 FEET SOUTHEAST OF A FENCE CORNER POST, 16
 FC1559'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FC1559'ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION, AND 0.9 OF A FOOT
 FC1559'NORTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FC1559'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC1559'AND THE DISK IS STAMPED MOONEY NO 1 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 3 IS ACROSS THE GRADED ROAD FORM THE STATION, 19
 FC1559'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 7
 FC1559'FEET SOUTH OF A 14-INCH VIRGINIA PINE TREE, 1.2 FEET NORTHEAST OF A
 FC1559'METAL WITNESS POST AND SIGN, ABOUT 1.2 FEET BELOW THE ELEVATION OF
 FC1559'THE STATION, AND NEAR THE NORTHEAST EDGE OF A WOODS, IT IS A STANDARD
 FC1559'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FC1559'PROJECTS 3 INCHES AND THE DISK IS STAMPED MOONEY 1961 NO 3 1969.
 FC1559'
 FC1559'REFERENCE MARK NO. 4 IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC1559'THE INTERSECTION OF THE GRAVELED ROAD AND THE GRADED ROAD,
 FC1559'ABOUT 3.2 FEET ABOVE THE ELEVATION OF THE STATION, 1.0 FOOT NORTHEAST
 FC1559'OF A METAL WITNESS POST AND SIGN, AND NEAR THE NORTHEAST EDGE OF A
 FC1559'SMALL CLEARING. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 FC1559'ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK
 FC1559'IS STAMPED MOONEY 1961 NO 4 1969.
 FC1559'
 FC1559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC1559'REFERENCE MARK NO. 3 IS 81.66 FEET-24.891 METERS.
 FC1559'
 FC1559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC1559'REFERENCE MARK NO. 4 IS 139.24 FEET-42.441 METERS.
 FC1559'
 FC1559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC1559'REFERENCE MARK NO. 4 IS 96.74 FEET-29.487 METERS.
 FC1559'
 FC1559'THE 1961 AZIMUTH MARK IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER
 FC1559'OF A FRAME HOUSE, 33 FEET SOUTHWEST OF THE APPROXIMATE
 FC1559'CENTER OF A GRAVELED ROAD, 26 FEET SOUTHEAST OF THE APPROXIMATE
 FC1559'CENTER OF THE INTERSECTION OF TWO GRAVELED ROADS, 11 FEET EAST
 FC1559'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED T ROAD, AND 0.8
 FC1559'OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1559'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC1559'MONUMENT AND THE DISK IS STAMPED MOONEY 1961.
 FC1559'
 FC1559'THE AZIMUTH MARK NO 2 1969 IS 48 FEET EAST AND ACROSS A GRAVELED
 FC1559'ROAD FROM TRANSFORMER POLE NO. T4OMT10, 33 FEET NORTH OF THE
 FC1559'NORTH CORNER OF A WHITE, CEMENT BLOCK HOUSE, 18 FEET SOUTHEAST OF THE
 FC1559'APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET SOUTHWEST OF A
 FC1559'24-INCH MAPLE TREE, AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST
 FC1559'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 FC1559'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MOONEY 1961
 FC1559'NO 2 1969.
 FC1559'
 FC1559'TO REACH THE STATION FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC1559'NORTHEASTERLY ON U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD.
 FC1559'HERE TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR 0.5 OF A
 FC1559'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE NORTHWESTERLY
 FC1559'FOR 0.7 OF A MILE TO A GRAVELED ROAD SHARP LEFT AND THE 1961 AZIMUTH
 FC1559'MRK ON THE LEFT.  CONTINUE NORTHWESTERLY ON THE GRAVELED ROAD
 FC1559'FOR 0.5 OF A MILE TO A POINT WHERE A GRADED ROAD SHARP LEFT FORMS A
 FC1559'REVERSE Y AND THE STATION ON THE LEFT IN THE Y FORMED BY THE TWO
 FC1559'ROADS.
 FC1559'
 FC1559'TO REACH THE NO 2 1969 AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 FC1559'ON THE GRAVELED ROAD FOR 0.75 OF A MILE TO A GRAVELED T ROAD
 FC1559'LEFT, TURN LEFT AND GO NORTHEASTERLY ALONG THE GRAVELED ROAD FOR 0.3
 FC1559'OF A MILE TO A WHITE, CONCRETE BLOCK HOUSE ON THE RIGHT AND THE
 FC1559'MARK ON THE RIGHT ATOP A BANK.
 FC1559'
 FC1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3-1/2 MILES
 FC1559'NORTH OF RICEVILLE.
 FC1559
 FC1559                          STATION RECOVERY (1971)
 FC1559
 FC1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC1559'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1969
 FC1559'RECOVERY NOTE, HOWEVER, DUE TO CONSTRUCTION CHANGES FOR A GRADE
 FC1559'SEPARATION NEAR THE STATION SITE, THE STATION MARK AND REFERENCE MARK
 FC1559'NO. 4 1969 WOULD BE DESTROYED. A NEW STATION MOONEY 2 1971 AND
 FC1559'REFERENCE MARK NO. 5 WERE ESTABLISHED THIS DATE, AND A TRAVERSE TIE
 FC1559'MADE, THE DISTANCE BEING 55.888 FEET AND 17.9491 METERS. THE
 FC1559'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK
 FC1559'NO. 3 AND REFERENCE MARK NO. 4 WERE VERIFIED. THE CONCRETE
 FC1559'MONUMENT FOR REFERENCE MARK NO 1 1961 WAS FOUND TILTED AND THE
 FC1559'MONUMENT WAS REMOVED AND RESET AND THE DISK ALTERED TO READ MOONEY
 FC1559'2 NO 5 1971. THE STATION WAS OCCUPIED AND ALL HORIZONTAL
 FC1559'ANGLES OBSERVED USING MOONEY 1961 AZIMUTH MARK AS THE INITIAL, AND
 FC1559'THE HORIZONTAL ANGLES AS OBSERVED THIS DATE BETWEEN
 FC1559'THE 1961 AZIMUTH MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 FC1559'CHECKED THE 1969 OBSERVATIONS WITHIN THE
 FC1559'REQUIRED LIMITS. THE TRIANGLE MOONEY 1961-MOONEY 1961 AZIMUTH MARK
 FC1559'AND MOONEY 2 1971 WAS CLOSED. AS ALL MARKS AT THIS STATION WERE
 FC1559'BENCH MARKS, AN ELEVATION WAS TRANSFERRED FROM BENCH MARK MOONEY
 FC1559'1961 TO THE NEWLY SET MARKS MOONEY 2 1971 AND MOONEY 2 R.M. NO 5
 FC1559'1971. AFTER ALL OBSERVATIONS WERE COMPLETED AND THE RECORDS
 FC1559'CHECKED, THE ORIGINAL STATION MOONEY 1961 AND REFERENCE MARK MOONEY
 FC1559'1961 NO 4 1969 WERE DESTROYED AND THE DISK REMOVED.
 FC1559'
 FC1559'SEE DESCRIPTION FOR MOONEY 2 1971.
 FC1559'
 FC1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3.5 MILES
 FC1559'NORTH OF RICEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0543 ***********************************************************************
 FC0543  DESIGNATION -  MOONEY 2
 FC0543  PID         -  FC0543
 FC0543  STATE/COUNTY-  TN/MCMINN
 FC0543  USGS QUAD   -  RICEVILLE (1990)
 FC0543
 FC0543                         *CURRENT SURVEY CONTROL
 FC0543  ___________________________________________________________________
 FC0543* NAD 83(1995)-  35 25 59.00380(N)    084 40 59.03680(W)     ADJUSTED  
 FC0543* NAVD 88     -       245.21   (+/-2cm)     804.5    (feet)  VERTCON   
 FC0543  ___________________________________________________________________
 FC0543  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FC0543  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC0543
 FC0543  HORZ ORDER  -  THIRD
 FC0543  VERT ORDER  -  THIRD (See Below)
 FC0543
 FC0543.The horizontal coordinates were established by classical geodetic methods
 FC0543.and adjusted by the National Geodetic Survey in April 1999..
 FC0543.No horizontal observational check was made to the station.
 FC0543
 FC0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0543.The vertical order pertains to the NGVD 29 superseded value.
 FC0543
 FC0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0543
 FC0543.The geoid height was determined by GEOID03.
 FC0543
 FC0543;                    North         East     Units Scale Factor Converg.
 FC0543;SPC TN       -   122,818.342   719,576.826   MT  0.99997274   +0 46 15.5
 FC0543;SPC TN       -   402,946.51  2,360,811.64   sFT  0.99997274   +0 46 15.5
 FC0543;UTM  16      - 3,923,535.319   710,323.095   MT  1.00014517   +1 20 37.5
 FC0543
 FC0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0543!SPC TN       -   0.99996627  x   0.99997274  =   0.99993901
 FC0543!UTM  16      -   0.99996627  x   1.00014517  =   1.00011144
 FC0543
 FC0543:                Primary Azimuth Mark                     Grid Az
 FC0543:SPC TN       -  MOONEY AZ MK 2                           088 38 25.3
 FC0543:UTM  16      -  MOONEY AZ MK 2                           088 04 03.3
 FC0543
 FC0543|---------------------------------------------------------------------|
 FC0543| PID    Reference Object                     Distance      Geod. Az  |
 FC0543|                                                           dddmmss.s |
 FC0543| CZ4945 MOONEY AZ MK 2                                     0892440.8 |
 FC0543| FC0545 MOONEY AZ MK                                       1144224.2 |
 FC0543| FC0542 MOONEY 2 RM 5                         5.907 METERS 13618     |
 FC0543| FC1588 MOONEY RM 3                          13.863 METERS 25814     |
 FC0543| FC1559 MOONEY                               17.948 METERS 32029     |
 FC0543|---------------------------------------------------------------------|
 FC0543
 FC0543                          SUPERSEDED SURVEY CONTROL
 FC0543
 FC0543  NAD 83(1995)-  35 25 59.00764(N)    084 40 59.03720(W) AD(       ) 3
 FC0543  NAD 83(1995)-  35 25 59.00693(N)    084 40 59.03731(W) AD(       ) 3
 FC0543  NAD 83(1995)-  35 25 59.00748(N)    084 40 59.03717(W) AD(       ) 3
 FC0543  NAD 83(1986)-  35 25 59.01158(N)    084 40 59.03494(W) AD(       ) 3
 FC0543  NAD 27      -  35 25 58.74749(N)    084 40 59.26330(W) AD(       ) 3
 FC0543  NGVD 29 (??/??/??)  245.27   (m)          804.7    (f) RESET       3  
 FC0543
 FC0543.Superseded values are not recommended for survey control.
 FC0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0543.See file dsdata.txt to determine how the superseded data were derived.
 FC0543
 FC0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1032323535(NAD 83)
 FC0543_MARKER: DE = TRAVERSE STATION DISK
 FC0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0543_STAMPING: MOONEY 2 1971
 FC0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0543+STABILITY: SURFACE MOTION
 FC0543
 FC0543  HISTORY     - Date     Condition        Report By
 FC0543  HISTORY     - 1971     MONUMENTED       NGS
 FC0543  HISTORY     - 1971     GOOD             NGS
 FC0543
 FC0543                          STATION DESCRIPTION
 FC0543
 FC0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC0543'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF ATHENS, 3.5 MILES
 FC0543'NORTH OF RICEVILLE, NEAR A GRADE SEPARATION OVERPASS OF
 FC0543'THE INTERSTATE ROUTE 75, AND BETWEEN THE NORTH AND SOUTH BOUND LANES
 FC0543'OF THE INTERSTATE.
 FC0543'
 FC0543'TO REACH THE STATION FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC0543'NORTHEASTERLY ON U. S. HIGHWAY 11 FOR 3.65 MILES TO A
 FC0543'CROSSROAD. HERE TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR
 FC0543'0.5 OF A MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 FC0543'NORTHWESTERLY FOR 0.7 OF A MILE TO A GRAVELED ROAD SHARP LEFT AND THE
 FC0543'1961 AZIMUTH MARK ON THE LEFT. CONTINUE NORTHWESTERLY ON THE
 FC0543'GRAVELED ROAD FOR 0.5 OF A MILE TO A POINT WHERE A GRADED ROAD SHARP
 FC0543'LEFT FORMS A REVERSE Y, AND THE STATION EAST-SOUTHEAST
 FC0543'BETWEEN THE NORTH AND SOUTH BOUND LANES OF THE INTERSTATE
 FC0543'
 FC0543'THE STATION IS 52 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FC0543'GRAVELED ROAD, 24 FEET NORTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE OLD GRADED ROAD, 19 FEET NORTH OF AN 8-INCH CEDAR TREE,
 FC0543'AND 1.0 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.
 FC0543'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FC0543'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FC0543'MOONEY 2 1971. THE UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE
 FC0543'SURFACE.
 FC0543'
 FC0543'REFERENCE MARK NO. 3 IS ACROSS THE OLD GRADED ROAD WEST-SOUTHWEST OF
 FC0543'THE STATION, 19 FEET SOUTHWEST OF THE APPROXIMATE
 FC0543'CENTER OF THE GRADED ROAD, 7 FEET SOUTH OF A 14-INCH VIRGINIA PINE
 FC0543'TREE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, AND
 FC0543'ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 FC0543'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC0543'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED MOONEY 1961 NO 3 1969.
 FC0543'THE ARROW ON THIS MARK POINTS ABOUT 67 DEG LEFT OF MOONEY 2
 FC0543'1971 AND TO THE SITE OF OLD STATION MOONEY 1961.
 FC0543'
 FC0543'REFERENCE MARK NO. 5 IS 57 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC0543'OF THE GRAVELED ROAD, 26 FEET NORTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE OLD GRADED ROAD, 17 FEET EAST OF THE 8-INCH CEDAR TREE,
 FC0543'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT THE
 FC0543'SAME ELEVATION AS THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 FC0543'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FC0543'INCHES AND THE DISK IS STAMPED MOONEY 2 NO 5 1971.
 FC0543'
 FC0543'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC0543'REFERENCE MARK NO. 5 IS 58.11 FEET-17.710 METERS.
 FC0543'
 FC0543'THE 1961 AZIMUTH MARK IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER
 FC0543'OF A FRAME HOUSE, 33 FEET SOUTHWEST OF THE APPROXIMATE
 FC0543'CENTER OF THE GRAVELED ROAD LEADING TO THE STATION, 26 FEET SOUTHEAST
 FC0543'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A GRAVELED
 FC0543'T ROAD LEADING SOUTHEAST, 11 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE T ROAD, AND 0.8 OF A FOOT NORTH OF A METAL
 FC0543'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0543'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0543'STAMPED MOONEY 1961. NOTE-THIS MARK WILL BE OBSTRUCTED FROM
 FC0543'MOONEY 2 1971 BY FILL ON INTERSTATE ROUTE 75 WHEN THE WORK IS
 FC0543'COMPLETED. THE MARK WAS NOT REMOVED AS IT IS A BENCH MARK.
 FC0543'
 FC0543'THE AZIMUTH MARK MOONEY NO 2 1969 IS 48 FEET EAST AND ACROSS A
 FC0543'GRAVELED ROAD FROM POWERLINE TRANSFORMER POLE NO T40MT10, 33
 FC0543'FEET NORTH OF THE NORTH CORNER OF A CONCRETE BLOCK HOUSE, 18 FEET
 FC0543'SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6
 FC0543'FEET SOUTHWEST OF A 24-INCH MAPLE TREE, AND 1.0 FOOT SOUTHWEST OF A
 FC0543'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FC0543'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0543'IS STAMPED MOONEY 1961 NO 2 1969.
 FC0543'
 FC0543'TO REACH THE MOONEY NO 2 1969 AZIMUTH MARK FROM THE STATION, GO
 FC0543'SOUTHEAST ON THE GRAVELED ROAD FOR 0.75 OF A MILE TO A
 FC0543'GRAVELED T ROAD LEFT, TURN LEFT ON THIS GRAVELED ROAD AND GO
 FC0543'NORTHEASTERLY FOR 0.3 OF A MILE TO A WHITE, CONCRETE BLOCK
 FC0543'HOUSE ON THE RIGHT AND THE MARK ON THE RIGHT ATOP A BANK
 FC0543
 FC0543                          STATION RECOVERY (1971)
 FC0543
 FC0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0543'3.5 MI N FROM RICEVILLE.
 FC0543'FROM THE NEW POST OFFICE IN RICEVILLE, GO NORTHEASTERLY ON
 FC0543'U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD, THENCE LEFT,
 FC0543'NORTHWESTERLY FOR 0.5 OF A MILE ALONG A GRAVELED ROAD TO A FORK,
 FC0543'KEEP RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 1.2 MILES TO A
 FC0543'GRADED ROAD SHARP LEFT JUST AFTER CROSSING OVER INTERSTATE
 FC0543'ROUTE 75 AND THE MOONEY 2 1971 TRAVERSE STATION SITE EAST-SOUTHEAST
 FC0543'BETWEEN THE INTERSTATE LANES.  IT IS 52 FEET SOUTHWEST OF THE
 FC0543'APPROXIMATE CENTER OF THE GRAVELED ROAD, 45.48 FEET NORTH-NORTHEAST
 FC0543'OF MOONEY 1961 R.M. 3 1961, 24 FEET NORTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE GRADED ROAD, 19.38 FEET NORTHWEST OF MOONEY 2
 FC0543'R.M. 5 1971, 19 FEET NORTH OF AN 18-INCH CEDAR TREE, AND 1.0 FOOT
 FC0543'NORTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE
 FC0543'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC0543'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED MOONEY 2 1971.
 FC0543'AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK MOONEY
 FC0543'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0542 ***********************************************************************
 FC0542  DESIGNATION -  MOONEY 2 RM 5
 FC0542  PID         -  FC0542
 FC0542  STATE/COUNTY-  TN/MCMINN
 FC0542  USGS QUAD   -  RICEVILLE (1990)
 FC0542
 FC0542                         *CURRENT SURVEY CONTROL
 FC0542  ___________________________________________________________________
 FC0542* NAD 83(1986)-  35 25 59.     (N)    084 41 00.     (W)     SCALED    
 FC0542* NAVD 88     -       245.14   (+/-2cm)     804.3    (feet)  VERTCON   
 FC0542  ___________________________________________________________________
 FC0542  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC0542
 FC0542  VERT ORDER  -  THIRD (See Below)
 FC0542
 FC0542.The horizontal coordinates were scaled from a topographic map and have
 FC0542.an estimated accuracy of +/- 6 seconds.
 FC0542
 FC0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0542.The vertical order pertains to the NGVD 29 superseded value.
 FC0542
 FC0542.The geoid height was determined by GEOID03.
 FC0542
 FC0542;                    North         East    Units  Estimated Accuracy
 FC0542;SPC TN       -   122,820.      719,550.      MT  (+/- 180 meters Scaled)
 FC0542
 FC0542                          SUPERSEDED SURVEY CONTROL
 FC0542
 FC0542  NGVD 29 (??/??/??)  245.20   (m)          804.5    (f) RESET       3  
 FC0542
 FC0542.Superseded values are not recommended for survey control.
 FC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0542.See file dsdata.txt to determine how the superseded data were derived.
 FC0542
 FC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE102235(NAD 83)
 FC0542_MARKER: DR = REFERENCE MARK DISK
 FC0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0542_STAMPING: MOONEY 2 NO 5 1971
 FC0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0542+STABILITY: SURFACE MOTION
 FC0542
 FC0542  HISTORY     - Date     Condition        Report By
 FC0542  HISTORY     - 1971     MONUMENTED       NGS
 FC0542  HISTORY     - 1971     GOOD             NGS
 FC0542
 FC0542                          STATION DESCRIPTION
 FC0542
 FC0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0542'3.5 MI N FROM RICEVILLE.
 FC0542'THIS MARK IS LOCATED AT THE MOONEY 2 1971 TRAVERSE STATION
 FC0542'SITE, 58.11 FEET EAST OF MOONEY 1961 R.M. 3 1969, 57 FEET
 FC0542'SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET
 FC0542'NORTHEAST OF THE APPROXIMATE CENTER OF AN OLD GRADED ROAD,
 FC0542'19.38 FEET SOUTHEAST OF MOONEY 2 1971, 17 FEET EAST OF AN 8-INCH
 FC0542'CEDAR TREE, AND 1.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 FC0542'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 10-INCH,
 FC0542'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FC0542'STAMPED MOONEY 2 NO 5 1971.  AN ELEVATION WAS TRANSFERRED TO THIS
 FC0542'MARK FROM BENCH MARK MOONEY 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0545 ***********************************************************************
 FC0545  DESIGNATION -  MOONEY AZ MK
 FC0545  PID         -  FC0545
 FC0545  STATE/COUNTY-  TN/MCMINN
 FC0545  USGS QUAD   -  RICEVILLE (1990)
 FC0545
 FC0545                         *CURRENT SURVEY CONTROL
 FC0545  ___________________________________________________________________
 FC0545* NAD 83(1986)-  35 25 48.     (N)    084 40 31.     (W)     SCALED    
 FC0545* NAVD 88     -       236.851  (meters)     777.07   (feet)  ADJUSTED  
 FC0545  ___________________________________________________________________
 FC0545  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0545  DYNAMIC HT  -         236.619 (meters)     776.31  (feet)  COMP
 FC0545  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0545
 FC0545  VERT ORDER  -  SECOND    CLASS 0
 FC0545
 FC0545.The horizontal coordinates were scaled from a topographic map and have
 FC0545.an estimated accuracy of +/- 6 seconds.
 FC0545
 FC0545.The orthometric height was determined by differential leveling
 FC0545.and adjusted by the National Geodetic Survey in June 1991..
 FC0545
 FC0545.The geoid height was determined by GEOID03.
 FC0545
 FC0545.The dynamic height is computed by dividing the NAVD 88
 FC0545.geopotential number by the normal gravity value computed on the
 FC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0545.degrees latitude (g = 980.6199 gals.).
 FC0545
 FC0545.The modeled gravity was interpolated from observed gravity values.
 FC0545
 FC0545;                    North         East    Units  Estimated Accuracy
 FC0545;SPC TN       -   122,490.      720,290.      MT  (+/- 180 meters Scaled)
 FC0545
 FC0545                          SUPERSEDED SURVEY CONTROL
 FC0545
 FC0545  NGVD 29 (??/??/92)  236.916  (m)          777.28   (f) ADJ UNCH    2 0
 FC0545
 FC0545.Superseded values are not recommended for survey control.
 FC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0545.See file dsdata.txt to determine how the superseded data were derived.
 FC0545
 FC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE110232(NAD 83)
 FC0545_MARKER: DZ = AZIMUTH MARK DISK
 FC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0545_STAMPING: MOONEY 1961
 FC0545_MARK LOGO: CGS   
 FC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0545+STABILITY: SURFACE MOTION
 FC0545
 FC0545  HISTORY     - Date     Condition        Report By
 FC0545  HISTORY     - 1961     MONUMENTED       CGS
 FC0545  HISTORY     - 1969     GOOD             USGS
 FC0545  HISTORY     - 1971     GOOD             NGS
 FC0545
 FC0545                          STATION DESCRIPTION
 FC0545
 FC0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0545'5 MI N FROM RICEVILLE.
 FC0545'THIS MARK IS LOCATED 0.5 MILES EAST OF THE MOONEY 1961 STATION
 FC0545'SITE, AND AT A Y INTERSECTION, 34 FEET EAST OF THE APPROXIMATE
 FC0545'CENTER OF TWO GRAVELED ROADS THAT MAKE THE Y INTERSECTION,
 FC0545'11 FEET SOUTHEAST OF THE APPROXIMATE OF A GRAVELED ROAD, 2.5
 FC0545'FEET WEST OF A WITNESS SIGN AND WIRE FENCE.  THE DISK IS SET IN
 FC0545'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FC0545
 FC0545                          STATION RECOVERY (1969)
 FC0545
 FC0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0545'TO REACH THE MARK FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC0545'NORTHEASTERLY ON U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD. HERE
 FC0545'TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR 0.5 OF A MILE
 FC0545'TO A FORK, KEEP THE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 0.7 OF
 FC0545'A MILE TO A GRAVELED ROAD SHARP LEFT AND THE MARK ON THE LEFT AS
 FC0545'DESCRIBED. THIS POINT IS ABOUT 0.5 OF A MILE EAST-SOUTHEAST FROM THE
 FC0545'MOONEY 1961 TRAVERSE STATION SITE, 107 FEET NORTHEAST CORNER OF A
 FC0545'FRAME HOUSE, 33 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FC0545'GRAVELED ROAD, 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FC0545'INTERSECTION OF TWO GRAVELED ROADS, 11 FEET EAST-SOUTHEAST OF THE
 FC0545'APPROXIMATE CENTER OF THE GRAVELED "T" ROAD, AND 0.8 OF A FOOT NORTH
 FC0545'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD AZIMUTH MARK DISK
 FC0545'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FC0545'DISK IS STAMPED MOONEY 1961.
 FC0545
 FC0545                          STATION RECOVERY (1971)
 FC0545
 FC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1588 ***********************************************************************
 FC1588  DESIGNATION -  MOONEY RM 3
 FC1588  PID         -  FC1588
 FC1588  STATE/COUNTY-  TN/MCMINN
 FC1588  USGS QUAD   -  RICEVILLE (1990)
 FC1588
 FC1588                         *CURRENT SURVEY CONTROL
 FC1588  ___________________________________________________________________
 FC1588* NAD 83(1986)-  35 25 59.     (N)    084 41 00.     (W)     SCALED    
 FC1588* NAVD 88     -       244.73   (meters)     802.9    (feet)  RESET     
 FC1588  ___________________________________________________________________
 FC1588  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1588
 FC1588  VERT ORDER  -  THIRD
 FC1588
 FC1588.The horizontal coordinates were scaled from a topographic map and have
 FC1588.an estimated accuracy of +/- 6 seconds.
 FC1588
 FC1588.The orthometric height was computed from unverified reset data.
 FC1588
 FC1588.The geoid height was determined by GEOID03.
 FC1588
 FC1588;                    North         East    Units  Estimated Accuracy
 FC1588;SPC TN       -   122,820.      719,550.      MT  (+/- 180 meters Scaled)
 FC1588
 FC1588                          SUPERSEDED SURVEY CONTROL
 FC1588
 FC1588.No superseded survey control is available for this station.
 FC1588
 FC1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE102235(NAD 83)
 FC1588_MARKER: DR = REFERENCE MARK DISK
 FC1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1588_STAMPING: MOONEY 1961 NO 3 1969
 FC1588_PROJECTION: PROJECTING 8 CENTIMETERS
 FC1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1588+STABILITY: SURFACE MOTION
 FC1588
 FC1588  HISTORY     - Date     Condition        Report By
 FC1588  HISTORY     - 1969     MONUMENTED       CGS
 FC1588
 FC1588                          STATION DESCRIPTION
 FC1588
 FC1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC1588'5.0 MI NORTH FROM RICEVILLE.
 FC1588'3.65 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 11 FROM THE
 FC1588'POST OFFICE IN RICEVILLE, TO A CROSSROAD, THENCE LEFT,
 FC1588'NORTHWESTERLY FOR 0.15 MILE ALONG A GRAVELED ROAD TO A FORK,
 FC1588'THENCE TAKE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 1.2
 FC1588'MILES TO A GRADED ROAD SHARP LEFT, JUST AFTER CROSSING
 FC1588'OVER INTERSTATE HIGHWAY 75, AT THE STATION SITE, 96.7  FEET
 FC1588'SOUTHEAST OF MOONEY 1961 RM 4 1969, 81.66 FEET SOUTHWEST OFMOONEY
 FC1588'RM 1, 55.15 FEET SOUTH OF MOONEY 1961, 19 FEET SOUTHWEST OFTHE
 FC1588'APPROXIMATE CENTER OF A GRADED ROAD, AND 7 FEET SOUTH OF A 14-INCH
 FC1588'VIRGINIA PINE TREE, AND NEAR THE NORTHEAST EDGE OF A WOODS.
 FC1588'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1589 ***********************************************************************
 FC1589  DESIGNATION -  MOONEY RM 4
 FC1589  PID         -  FC1589
 FC1589  STATE/COUNTY-  TN/MCMINN
 FC1589  USGS QUAD   -  RICEVILLE (1990)
 FC1589
 FC1589                         *CURRENT SURVEY CONTROL
 FC1589  ___________________________________________________________________
 FC1589* NAD 83(1986)-  35 25 59.     (N)    084 41 00.     (W)     SCALED    
 FC1589* NAVD 88     -       246.06   (meters)     807.3    (feet)  RESET     
 FC1589  ___________________________________________________________________
 FC1589  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1589
 FC1589  VERT ORDER  -  THIRD
 FC1589
 FC1589.The horizontal coordinates were scaled from a topographic map and have
 FC1589.an estimated accuracy of +/- 6 seconds.
 FC1589
 FC1589.The orthometric height was computed from unverified reset data.
 FC1589
 FC1589.The geoid height was determined by GEOID03.
 FC1589
 FC1589;                    North         East    Units  Estimated Accuracy
 FC1589;SPC TN       -   122,820.      719,550.      MT  (+/- 180 meters Scaled)
 FC1589
 FC1589                          SUPERSEDED SURVEY CONTROL
 FC1589
 FC1589.No superseded survey control is available for this station.
 FC1589
 FC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE102235(NAD 83)
 FC1589_MARKER: DR = REFERENCE MARK DISK
 FC1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1589_STAMPING: MOONEY 1961 NO 4 1969
 FC1589_PROJECTION: PROJECTING 13 CENTIMETERS
 FC1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1589+STABILITY: SURFACE MOTION
 FC1589
 FC1589  HISTORY     - Date     Condition        Report By
 FC1589  HISTORY     - 1969     MONUMENTED       CGS
 FC1589
 FC1589                          STATION DESCRIPTION
 FC1589
 FC1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC1589'5.0 MI NORTH FROM RICEVILLE.
 FC1589'3.65 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 11 FROM THE
 FC1589'POST OFFICE IN RICEVILLE, TO A CROSSROAD, THENCE LEFT,
 FC1589'NORTHWESTERLY FOR 0.15 MILE ALONG A GRAVELED ROAD TO A FORK,
 FC1589'THENCE TAKE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 1.2
 FC1589'MILES TO A GRADED ROAD SHARP LEFT, JUST AFTER CROSSING
 FC1589'OVER INTERSTATE HIGHWAY 75, AT THE STATION SITE, 139.2 FEET
 FC1589'WEST-NORTHWEST OF MOONEY RM 1, 96.74 FEET NORTHWEST OF MOONEY
 FC1589'1961 RM 3 1969, 68.50 FEET WEST-NORTHWEST OF MOONEY 1961, 41 FEET
 FC1589'SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION OF THE
 FC1589'GRAVELED ROAD AND THE GRADED ROAD, AND NEAR THE NORTHEAST EDGE OF A
 FC1589'SMALL CLEARING.
 FC1589'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0608 ***********************************************************************
 FD0608  DESIGNATION -  MOOR
 FD0608  PID         -  FD0608
 FD0608  STATE/COUNTY-  TN/RUTHERFORD
 FD0608  USGS QUAD   -  SMYRNA (1998)
 FD0608
 FD0608                         *CURRENT SURVEY CONTROL
 FD0608  ___________________________________________________________________
 FD0608* NAD 83(1995)-  35 57 32.26853(N)    086 33 38.11762(W)     ADJUSTED  
 FD0608* NAVD 88     -       214.141  (meters)     702.56   (feet)  ADJUSTED  
 FD0608  ___________________________________________________________________
 FD0608  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FD0608  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0608  DYNAMIC HT  -         213.955 (meters)     701.95  (feet)  COMP
 FD0608  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0608
 FD0608  HORZ ORDER  -  SECOND
 FD0608  VERT ORDER  -  SECOND    CLASS 0
 FD0608
 FD0608.The horizontal coordinates were established by classical geodetic methods
 FD0608.and adjusted by the National Geodetic Survey in April 1999..
 FD0608
 FD0608.The orthometric height was determined by differential leveling
 FD0608.and adjusted by the National Geodetic Survey in June 1991..
 FD0608
 FD0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0608
 FD0608.The geoid height was determined by GEOID03.
 FD0608
 FD0608.The dynamic height is computed by dividing the NAVD 88
 FD0608.geopotential number by the normal gravity value computed on the
 FD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0608.degrees latitude (g = 980.6199 gals.).
 FD0608
 FD0608.The modeled gravity was interpolated from observed gravity values.
 FD0608
 FD0608;                    North         East     Units Scale Factor Converg.
 FD0608;SPC TN       -   180,507.136   549,431.891   MT  0.99995077   -0 19 41.5
 FD0608;SPC TN       -   592,213.83  1,802,594.46   sFT  0.99995077   -0 19 41.5
 FD0608;UTM  16      - 3,979,486.141   539,623.767   MT  0.99961935   +0 15 28.9
 FD0608
 FD0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0608!SPC TN       -   0.99997092  x   0.99995077  =   0.99992169
 FD0608!UTM  16      -   0.99997092  x   0.99961935  =   0.99959028
 FD0608
 FD0608|---------------------------------------------------------------------|
 FD0608| PID    Reference Object                     Distance      Geod. Az  |
 FD0608|                                                           dddmmss.s |
 FD0608| FD0610 MOOR RM 1                            19.813 METERS 08845     |
 FD0608| FD0607 MOOR AZ MK                                         1974103.1 |
 FD0608| FD1472 BENNETT                             APPROX. 6.2 KM 2403550.8 |
 FD0608| FD0609 MOOR RM 2                            15.892 METERS 30746     |
 FD0608|---------------------------------------------------------------------|
 FD0608
 FD0608                          SUPERSEDED SURVEY CONTROL
 FD0608
 FD0608  NAD 83(1995)-  35 57 32.27456(N)    086 33 38.12066(W) AD(       ) 2
 FD0608  NAD 83(1986)-  35 57 32.27954(N)    086 33 38.11925(W) AD(       ) 2
 FD0608  NAD 27      -  35 57 32.05140(N)    086 33 38.13700(W) AD(       ) 2
 FD0608  NGVD 29 (??/??/92)  214.157  (m)          702.61   (f) ADJ UNCH    2 0
 FD0608
 FD0608.Superseded values are not recommended for survey control.
 FD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0608.See file dsdata.txt to determine how the superseded data were derived.
 FD0608
 FD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3962479486(NAD 83)
 FD0608_MARKER: DE = TRAVERSE STATION DISK
 FD0608_SETTING: 66 = SET IN ROCK OUTCROP
 FD0608_SP_SET: ROCK OUTCROP
 FD0608_STAMPING: MOOR 1960
 FD0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0608+STABILITY: POSITION/ELEVATION WELL
 FD0608
 FD0608  HISTORY     - Date     Condition        Report By
 FD0608  HISTORY     - 1960     MONUMENTED       CGS
 FD0608  HISTORY     - 1960     GOOD             CGS
 FD0608
 FD0608                          STATION DESCRIPTION
 FD0608
 FD0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0608'THE STATION IS LOCATED IN PASTURE LAND, ABOUT 2.5 MILES SOUTHWEST OF
 FD0608'SMYRNA, AND 0.5 MILE
 FD0608'SOUTH OF THE HIGHEST PEAK IN THE VICINITY KNOWN AS MOOR
 FD0608'HILL.
 FD0608'
 FD0608'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO WEST ON ROCK
 FD0608'SPRING ROAD FOR 1.7
 FD0608'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD,
 FD0608'SOUTHWEST, FOR 2.0 MILES TO A
 FD0608'SIDE ROAD ON THE LEFT AT H E WARNACKS
 FD0608'MAIL BOX.  HERE TURN LEFT, SOUTHERLY, FOR 0.45
 FD0608'MILE TO A WIRE GATE,
 FD0608'CONTINUE SOUTHERLY FOR 0.1 MILE TO A FORK, TURN LEFT, SOUTH, FOR
 FD0608'0.05 MILE TO A DIM
 FD0608'T-ROAD, TURN LEFT, EAST, FOR 0.1 MILE TO A WIRE GATE ON
 FD0608'THE LEFT, AND THE AZIMUTH MARK
 FD0608'ON THE RIGHT.  TURN LEFT, NORTH,
 FD0608'ACROSS PASTURE FOR 0.1 MILE TO THE STATION.
 FD0608'
 FD0608'STATION MARK IS 2.4 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 FD0608'STANDARD TRAVERSE
 FD0608'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, WHICH IS 6 INCHES
 FD0608'BELOW THE SURFACE, AND IS
 FD0608'STAMPED MOOR 1960.
 FD0608'
 FD0608'REFERENCE MARK NO 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0608'OUTCROPPING BEDROCK, SET
 FD0608'FLUSH, AND IS STAMPED MOOR NO 1 1960.
 FD0608'
 FD0608'REFERENCE MARK NO 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0608'OUTCROPPING BEDROCK, SET
 FD0608'FLUSH, AND IS STAMPED MOOR NO 2 1960.
 FD0608'
 FD0608'AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF A TRACK ROAD, 8 FEET
 FD0608'NORTH OF A WIRE FENCE, AND
 FD0608'5.2 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 FD0608'STANDARD DISK CEMENTED IN A DRILL
 FD0608'HOLE IN OUTCROPPING BEDROCK, SET
 FD0608'FLUSH, AND IS STAMPED MOOR 1960.
 FD0608'
 FD0608'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FD0608
 FD0608                          STATION RECOVERY (1960)
 FD0608
 FD0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0608'8.8 MI SE FROM ANTIOCH.
 FD0608'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0608'ROAD FOR 0.1 MILE, THEN 7.55 MILES SOUTHEAST ON INTERSTATE
 FD0608'HIGHWAY 24 TO THE INTERSECTION OF ROCK SPRING ROAD, THEN GO
 FD0608'0.3 MILE SOUTH ON ROCK SPRING ROAD TO H.E. WARNACKS MAIL BOX, THEN
 FD0608'GO SOUTHERLY FOR 0.45 MILE TO A WIRE GATE, CONTINUE SOUTHERLY
 FD0608'FOR 0.1 MILE TO A FORK, TURN LEFT, SOUTH, FOR 0.05 MILE TO A DIM
 FD0608'T-ROAD, GO EAST FOR 0.1 MILE TO A WIRE GATE ON THE LEFT, THEN GO
 FD0608'NORTH, ACROSS PASTURE FOR 0.1 MILE TO THE STATION.  THE STATION
 FD0608'MARK IS 2.4 FT. WEST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 FD0608'A DRILL HOLE IN BEDROCK, WHICH IS 6 INCHES BELOW THE SURFACE OF
 FD0608'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0607 ***********************************************************************
 FD0607  DESIGNATION -  MOOR AZ MK
 FD0607  PID         -  FD0607
 FD0607  STATE/COUNTY-  TN/RUTHERFORD
 FD0607  USGS QUAD   -  SMYRNA (1998)
 FD0607
 FD0607                         *CURRENT SURVEY CONTROL
 FD0607  ___________________________________________________________________
 FD0607* NAD 83(1986)-  35 57 27.     (N)    086 33 41.     (W)     SCALED    
 FD0607* NAVD 88     -       205.514  (meters)     674.26   (feet)  ADJUSTED  
 FD0607  ___________________________________________________________________
 FD0607  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0607  DYNAMIC HT  -         205.336 (meters)     673.67  (feet)  COMP
 FD0607  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FD0607
 FD0607  VERT ORDER  -  SECOND    CLASS 0
 FD0607
 FD0607.The horizontal coordinates were scaled from a topographic map and have
 FD0607.an estimated accuracy of +/- 6 seconds.
 FD0607
 FD0607.The orthometric height was determined by differential leveling
 FD0607.and adjusted by the National Geodetic Survey in June 1991..
 FD0607
 FD0607.The geoid height was determined by GEOID03.
 FD0607
 FD0607.The dynamic height is computed by dividing the NAVD 88
 FD0607.geopotential number by the normal gravity value computed on the
 FD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0607.degrees latitude (g = 980.6199 gals.).
 FD0607
 FD0607.The modeled gravity was interpolated from observed gravity values.
 FD0607
 FD0607;                    North         East    Units  Estimated Accuracy
 FD0607;SPC TN       -   180,350.      549,360.      MT  (+/- 180 meters Scaled)
 FD0607
 FD0607                          SUPERSEDED SURVEY CONTROL
 FD0607
 FD0607  NGVD 29 (??/??/92)  205.530  (m)          674.31   (f) ADJ UNCH    2 0
 FD0607
 FD0607.Superseded values are not recommended for survey control.
 FD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0607.See file dsdata.txt to determine how the superseded data were derived.
 FD0607
 FD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE395793(NAD 83)
 FD0607_MARKER: DZ = AZIMUTH MARK DISK
 FD0607_SETTING: 66 = SET IN ROCK OUTCROP
 FD0607_SP_SET: ROCK OUTCROP
 FD0607_STAMPING: MOOR 1960
 FD0607_MARK LOGO: CGS   
 FD0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0607+STABILITY: POSITION/ELEVATION WELL
 FD0607
 FD0607  HISTORY     - Date     Condition        Report By
 FD0607  HISTORY     - 1960     MONUMENTED       CGS
 FD0607
 FD0607                          STATION DESCRIPTION
 FD0607
 FD0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0607'8.6 MI SE FROM ANTIOCH.
 FD0607'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0607'ROAD FOR 0.1 MILE, THEN 7.55 MILES SOUTHEAST ON INTERSTATE
 FD0607'HIGHWAY 24 TO THE INTERSECTION OF ROCK SPRING ROAD, THEN GO 0.3
 FD0607'MILE SOUTH ON ROCK SPRING ROAD TO H.E. WARNACKS MAIL BOX, THEN GO
 FD0607'SOUTHERLY FOR 0.45 MILE TO A WIRE GATE, CONTINUE SOUTHERLY FOR 0.1
 FD0607'MILE TO A FORK, TURN LEFT, SOUTH, FOR 0.05 MILE TO A DIM T-ROAD,
 FD0607'GO EAST FOR 0.1 MILE TO A WIRE GATE ON THE LEFT AND THE AZIMUTH
 FD0607'MARK.  THE AZIMUTH MARK IS 17 FT. EAST OF THE CENTER OF A TRACK
 FD0607'ROAD, 8 FT. NORTH OF A WIRE FENCE, AND 5.2 FT. NORTH OF A WITNESS
 FD0607'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FD0607'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0610 ***********************************************************************
 FD0610  DESIGNATION -  MOOR RM 1
 FD0610  PID         -  FD0610
 FD0610  STATE/COUNTY-  TN/RUTHERFORD
 FD0610  USGS QUAD   -  SMYRNA (1998)
 FD0610
 FD0610                         *CURRENT SURVEY CONTROL
 FD0610  ___________________________________________________________________
 FD0610* NAD 83(1986)-  35 57 32.     (N)    086 33 38.     (W)     SCALED    
 FD0610* NAVD 88     -       214.659  (meters)     704.26   (feet)  ADJUSTED  
 FD0610  ___________________________________________________________________
 FD0610  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0610  DYNAMIC HT  -         214.473 (meters)     703.65  (feet)  COMP
 FD0610  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0610
 FD0610  VERT ORDER  -  SECOND    CLASS 0
 FD0610
 FD0610.The horizontal coordinates were scaled from a topographic map and have
 FD0610.an estimated accuracy of +/- 6 seconds.
 FD0610
 FD0610.The orthometric height was determined by differential leveling
 FD0610.and adjusted by the National Geodetic Survey in June 1991..
 FD0610
 FD0610.The geoid height was determined by GEOID03.
 FD0610
 FD0610.The dynamic height is computed by dividing the NAVD 88
 FD0610.geopotential number by the normal gravity value computed on the
 FD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0610.degrees latitude (g = 980.6199 gals.).
 FD0610
 FD0610.The modeled gravity was interpolated from observed gravity values.
 FD0610
 FD0610;                    North         East    Units  Estimated Accuracy
 FD0610;SPC TN       -   180,500.      549,440.      MT  (+/- 180 meters Scaled)
 FD0610
 FD0610                          SUPERSEDED SURVEY CONTROL
 FD0610
 FD0610  NGVD 29 (??/??/92)  214.675  (m)          704.31   (f) ADJ UNCH    2 0
 FD0610
 FD0610.Superseded values are not recommended for survey control.
 FD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0610.See file dsdata.txt to determine how the superseded data were derived.
 FD0610
 FD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE396794(NAD 83)
 FD0610_MARKER: DR = REFERENCE MARK DISK
 FD0610_SETTING: 66 = SET IN ROCK OUTCROP
 FD0610_SP_SET: ROCK OUTCROP
 FD0610_STAMPING: MOOR NO 1 1960
 FD0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0610+STABILITY: POSITION/ELEVATION WELL
 FD0610
 FD0610  HISTORY     - Date     Condition        Report By
 FD0610  HISTORY     - 1960     MONUMENTED       CGS
 FD0610
 FD0610                          STATION DESCRIPTION
 FD0610
 FD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0610'8.8 MI SE FROM ANTIOCH.
 FD0610'THIS MARK IS LOCATED AT THE MOOR 1960 STATION SITE, 65 FT. EAST
 FD0610'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0610'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0609 ***********************************************************************
 FD0609  DESIGNATION -  MOOR RM 2
 FD0609  PID         -  FD0609
 FD0609  STATE/COUNTY-  TN/RUTHERFORD
 FD0609  USGS QUAD   -  SMYRNA (1998)
 FD0609
 FD0609                         *CURRENT SURVEY CONTROL
 FD0609  ___________________________________________________________________
 FD0609* NAD 83(1986)-  35 57 32.     (N)    086 33 38.     (W)     SCALED    
 FD0609* NAVD 88     -       214.106  (meters)     702.45   (feet)  ADJUSTED  
 FD0609  ___________________________________________________________________
 FD0609  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0609  DYNAMIC HT  -         213.921 (meters)     701.84  (feet)  COMP
 FD0609  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0609
 FD0609  VERT ORDER  -  SECOND    CLASS 0
 FD0609
 FD0609.The horizontal coordinates were scaled from a topographic map and have
 FD0609.an estimated accuracy of +/- 6 seconds.
 FD0609
 FD0609.The orthometric height was determined by differential leveling
 FD0609.and adjusted by the National Geodetic Survey in June 1991..
 FD0609
 FD0609.The geoid height was determined by GEOID03.
 FD0609
 FD0609.The dynamic height is computed by dividing the NAVD 88
 FD0609.geopotential number by the normal gravity value computed on the
 FD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0609.degrees latitude (g = 980.6199 gals.).
 FD0609
 FD0609.The modeled gravity was interpolated from observed gravity values.
 FD0609
 FD0609;                    North         East    Units  Estimated Accuracy
 FD0609;SPC TN       -   180,500.      549,440.      MT  (+/- 180 meters Scaled)
 FD0609
 FD0609                          SUPERSEDED SURVEY CONTROL
 FD0609
 FD0609  NGVD 29 (??/??/92)  214.122  (m)          702.50   (f) ADJ UNCH    2 0
 FD0609
 FD0609.Superseded values are not recommended for survey control.
 FD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0609.See file dsdata.txt to determine how the superseded data were derived.
 FD0609
 FD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE396794(NAD 83)
 FD0609_MARKER: DR = REFERENCE MARK DISK
 FD0609_SETTING: 66 = SET IN ROCK OUTCROP
 FD0609_SP_SET: ROCK OUTCROP
 FD0609_STAMPING: MOOR NO 2 1960
 FD0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0609+STABILITY: POSITION/ELEVATION WELL
 FD0609
 FD0609  HISTORY     - Date     Condition        Report By
 FD0609  HISTORY     - 1960     MONUMENTED       CGS
 FD0609
 FD0609                          STATION DESCRIPTION
 FD0609
 FD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0609'8.8 MI SE FROM ANTIOCH.
 FD0609'THIS MARK IS LOCATED AT THE MOOR 1960 STATION SITE, 52 FT.
 FD0609'NORTHWEST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0609'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2482 ***********************************************************************
 FE2482  DESIGNATION -  MOORE
 FE2482  PID         -  FE2482
 FE2482  STATE/COUNTY-  TN/HARDEMAN
 FE2482  USGS QUAD   -  SAULSBURY (1981)
 FE2482
 FE2482                         *CURRENT SURVEY CONTROL
 FE2482  ___________________________________________________________________
 FE2482* NAD 83(1995)-  35 00 54.02926(N)    089 00 22.80483(W)     ADJUSTED  
 FE2482* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2482  ___________________________________________________________________
 FE2482  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2482  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2482
 FE2482  HORZ ORDER  -  THIRD
 FE2482
 FE2482.The horizontal coordinates were established by classical geodetic methods
 FE2482.and adjusted by the National Geodetic Survey in April 1999..
 FE2482
 FE2482.The orthometric height was scaled from a topographic map.
 FE2482
 FE2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2482
 FE2482.The geoid height was determined by GEOID03.
 FE2482
 FE2482;                    North         East     Units Scale Factor Converg.
 FE2482;SPC TN       -    79,847.541   325,636.825   MT  1.00004978   -1 45 36.1
 FE2482;SPC TN       -   261,966.47  1,068,360.15   sFT  1.00004978   -1 45 36.1
 FE2482;SPC MS E     -   611,551.737   284,210.690   MT  0.99995307   -0 05 57.4
 FE2482;SPC MS E     - 2,006,399.32    932,447.91   sFT  0.99995307   -0 05 57.4
 FE2482;UTM  16      - 3,876,546.932   316,939.190   MT  1.00001302   -1 09 05.5
 FE2482
 FE2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2482!SPC TN       -   0.99997233  x   1.00004978  =   1.00002211
 FE2482!SPC MS E     -   0.99997233  x   0.99995307  =   0.99992540
 FE2482!UTM  16      -   0.99997233  x   1.00001302  =   0.99998535
 FE2482
 FE2482|---------------------------------------------------------------------|
 FE2482| PID    Reference Object                     Distance      Geod. Az  |
 FE2482|                                                           dddmmss.s |
 FE2482| CG4613 MOORE RM 2                           21.415 METERS 03632     |
 FE2482| EG1647 CAMPHILL                            APPROX. 7.4 KM 1773839.3 |
 FE2482| EG1649 BENTON FIRE TOWER                   APPROX. 7.3 KM 1990349.0 |
 FE2482| CG4612 MOORE RM 1                           22.275 METERS 28336     |
 FE2482|---------------------------------------------------------------------|
 FE2482
 FE2482                          SUPERSEDED SURVEY CONTROL
 FE2482
 FE2482  NAD 83(1995)-  35 00 54.02925(N)    089 00 22.80483(W) AD(       ) 3
 FE2482  NAD 83(1995)-  35 00 54.04045(N)    089 00 22.80462(W) AD(       ) 3
 FE2482  NAD 83(1986)-  35 00 54.04042(N)    089 00 22.80446(W) AD(       ) 3
 FE2482  NAD 27      -  35 00 53.71681(N)    089 00 22.58078(W) AD(       ) 3
 FE2482
 FE2482.Superseded values are not recommended for survey control.
 FE2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2482.See file dsdata.txt to determine how the superseded data were derived.
 FE2482
 FE2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1693976547(NAD 83)
 FE2482_MARKER: DS = TRIANGULATION STATION DISK
 FE2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2482
 FE2482  HISTORY     - Date     Condition        Report By
 FE2482  HISTORY     - 1966     MONUMENTED       CGS
 FE2482
 FE2482                          STATION DESCRIPTION
 FE2482
 FE2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2482'STATION IS ABOUT 10-1/2 MILES EAST-SOUTHEAST OF GRAND JUNCTION, 7-1/2
 FE2482'MILES SOUTHWEST OF MIDDLETON, 7-1/2 MILES NORTHWEST OF
 FE2482'WALNUT AND 1-1/2 MILES NORTH OF THE MISSISSIPPI-TENNESSEE STATE LINE.
 FE2482'
 FE2482'TO REACH THE STATION FROM THE POST OFFICE IN WALNUT, GO WEST ON STATE
 FE2482'HIGHWAY 354 FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAYS 354 AND
 FE2482'15. TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 0.35 MILE TO THE
 FE2482'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 72. TURN LEFT ON U.S.
 FE2482'HIGHWAY 72 AND GO WEST FOR 3.5 MILES TO A SIDE ROAD RIGHT. TURN RIGHT
 FE2482'AND GO NORTHWEST ON A SAND ROAD FOR ABOUT 100 FEET TO A SIDE
 FE2482'ROAD RIGHT. CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.0 MILE TO A
 FE2482'SIDE ROAD RIGHT. CONTINUE WEST ON THE SAND ROAD FOR 0.2 MILE TO A
 FE2482'SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON A SAND ROAD FOR 0.85
 FE2482'MILE TO A FORK. KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON THE
 FE2482'SAND ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT. CONTINUE NORTHWEST ON
 FE2482'THE SAND ROAD FOR 0.15 MILE TO A FORK. TAKE THE LEFT FORK AND
 FE2482'CONTINUE WEST ON THE SAND ROAD FOR 0.55 MILE TO A FORK. TAKE THE
 FE2482'RIGHT FORK AND CONTINUE NORTHWEST ON THE SAND ROAD FOR 0.7 MILE TO A
 FE2482'REVERSE FORK. CONTINUE NORTHERLY ON THE SAND ROAD FOR 0.5 MILE
 FE2482'TO A DIAGONAL CROSSROADS. CONTINUE NORTH ON A DIRT ROAD FOR 1.0
 FE2482'MILE TO A FORK. TAKE THE RIGHT FORK AND GO NORTHWEST ON A DIRT ROAD
 FE2482'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FE2482'
 FE2482'STATION MARKS ARE STANDARD DISKS STAMPED MOORE 1966. THE SURFACE DISK
 FE2482'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 FE2482'IT IS 44 FEET WEST OF THE CENTER OF A DIRT ROAD, 43 FEET NORTHWEST OF
 FE2482'A 9-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 26
 FE2482'FEET NORTHEAST OF A 13-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 FE2482'NORTHEAST SIDE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST. THE
 FE2482'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES
 FE2482'BELOW THE SURFACE OF THE GROUND.
 FE2482'
 FE2482'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOORE NO 1 1966, IS SET
 FE2482'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES. IT IS 54
 FE2482'FEET NORTH OF THE CENTER OF A DIRT ROAD, 12 FEET SOUTH OF A 10-INCH
 FE2482'OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 1.8 FEET
 FE2482'NORTHEAST OF A METAL WITNESS POST.
 FE2482'
 FE2482'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOORE NO 2 1966, IS SET
 FE2482'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS 28
 FE2482'FEET WEST OF THE CENTER OF THE DIRT ROAD, 26 FEET SOUTHEAST OF A
 FE2482'9-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 1.6 FEET
 FE2482'SOUTHWEST OF A METAL WITNESS POST.
 FE2482'
 FE2482'NOTE- NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 FE2482'
 FE2482'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2327 ***********************************************************************
 GC2327  DESIGNATION -  MOORE
 GC2327  PID         -  GC2327
 GC2327  STATE/COUNTY-  TN/DAVIDSON
 GC2327  USGS QUAD   -  SCOTTSBORO (1983)
 GC2327
 GC2327                         *CURRENT SURVEY CONTROL
 GC2327  ___________________________________________________________________
 GC2327* NAD 83(1995)-  36 11 27.66620(N)    086 55 29.88256(W)     ADJUSTED  
 GC2327* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 GC2327  ___________________________________________________________________
 GC2327  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GC2327  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2327
 GC2327  HORZ ORDER  -  FIRST
 GC2327
 GC2327.The horizontal coordinates were established by classical geodetic methods
 GC2327.and adjusted by the National Geodetic Survey in April 1999..
 GC2327
 GC2327.The orthometric height was scaled from a topographic map.
 GC2327
 GC2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2327
 GC2327.The geoid height was determined by GEOID03.
 GC2327
 GC2327;                    North         East     Units Scale Factor Converg.
 GC2327;SPC TN       -   206,503.266   516,807.038   MT  0.99996775   -0 32 29.4
 GC2327;SPC TN       -   677,502.80  1,695,557.76   sFT  0.99996775   -0 32 29.4
 GC2327;UTM  16      - 4,005,138.131   506,746.166   MT  0.99960056   +0 02 39.5
 GC2327
 GC2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2327!SPC TN       -   0.99996772  x   0.99996775  =   0.99993547
 GC2327!UTM  16      -   0.99996772  x   0.99960056  =   0.99956830
 GC2327
 GC2327:                Primary Azimuth Mark                     Grid Az
 GC2327:SPC TN       -  AIRWAY BEACON 23                         022 02 17.9
 GC2327:UTM  16      -  AIRWAY BEACON 23                         021 27 09.0
 GC2327
 GC2327|---------------------------------------------------------------------|
 GC2327| PID    Reference Object                     Distance      Geod. Az  |
 GC2327|                                                           dddmmss.s |
 GC2327| GC2357 AIRWAY BEACON 23                    APPROX.11.6 KM 0212948.5 |
 GC2327| CG6126 MOORE RM 1                           19.242 METERS 19949     |
 GC2327| CG6125 MOORE AZ MK                                        2292551.4 |
 GC2327| CG6127 MOORE RM 2                           21.778 METERS 32227     |
 GC2327|---------------------------------------------------------------------|
 GC2327
 GC2327                          SUPERSEDED SURVEY CONTROL
 GC2327
 GC2327  NAD 83(1995)-  36 11 27.66823(N)    086 55 29.88435(W) AD(       ) 1
 GC2327  NAD 83(1995)-  36 11 27.66974(N)    086 55 29.88506(W) AD(       ) 1
 GC2327  NAD 83(1986)-  36 11 27.67651(N)    086 55 29.88573(W) AD(       ) 1
 GC2327  NAD 27      -  36 11 27.47400(N)    086 55 29.88200(W) AD(       ) 1
 GC2327
 GC2327.Superseded values are not recommended for survey control.
 GC2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2327.See file dsdata.txt to determine how the superseded data were derived.
 GC2327
 GC2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0674605138(NAD 83)
 GC2327_MARKER: DS = TRIANGULATION STATION DISK
 GC2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2327
 GC2327  HISTORY     - Date     Condition        Report By
 GC2327  HISTORY     - 1934     MONUMENTED       CGS
 GC2327  HISTORY     - 1953     GOOD             CGS
 GC2327  HISTORY     - 1959     GOOD             CGS
 GC2327
 GC2327                          STATION DESCRIPTION
 GC2327
 GC2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2327'ABOUT 8 MILES WEST-NORTHWEST OF CAPITOL IN NASHVILLE, 1 MILE SOUTH OF
 GC2327'STATE ROUTE 12, ON SOUTHWESTERN AND LOWER OF TWO WOODED KNOBS, ON
 GC2327'RIDGE OF HILLS IN BELLS BEND OF CUMBERLAND RIVER, AND ON LAND OWNED
 GC2327'BY J. L. MOORE.  TO REACH FROM NASHVILLE, GO NORTHWEST ON STATE
 GC2327'ROUTE 12 TO CUMBERLAND RIVER BRIDGE, CONTINUE 6.2 MILES FROM WEST END
 GC2327'OF BRIDGE TO MACADAM ROAD, TURN LEFT ONTO MACADAM ROAD, GO 1.2
 GC2327'MILES TO POINT OPPOSITE KNOB (END OF TRUCK TRAVEL), AND THEN GO UP
 GC2327'RIDGE TO STATION SITE.  STATION IS ON HIGHEST POINT OF KNOB, 50 FEET
 GC2327'SOUTHEAST OF 3-FOOT BEECH TREE, AND 36 FEET NORTH OF OLD DEAD 3
 GC2327'1/2-FOOT OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2327'STATION DISKS IN CONCRETE.  SURFACE MARK PROJECTS 2
 GC2327'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC2327'REFERENCE DISKS IN CONCRETE.  REFERENCE MARK NO. 1,
 GC2327'PROJECTING 5 INCHES ABOVE GROUND, IS 30 FEET SOUTHWEST OF DEAD OAK
 GC2327'TREE, 3 FEET NORTH OF 10-INCH LOCUST TREE, AND 63.13 FEET FROM
 GC2327'STATION, S 19 DEG 49 MIN W.  REFERENCE MARK NO. 2, PROJECTING
 GC2327'3 INCHES ABOVE GROUND, IS 24 FEET WEST OF BEECH TREE AND 71.45 FEET
 GC2327'FROM STATION, N 37 DEG 53 MIN W.  AZIMUTH MARK,
 GC2327'PROJECTING 6 INCHES ABOVE GROUND, IS BETWEEN PASTURE ROAD AND SMALL
 GC2327'CREEK IN DRAW, 0.1 MILE WEST OF HIGHWAY PAST STATION, 500
 GC2327'FEET NORTHWEST OF BARN, AND ABOUT 0.6 MILE FROM STATION, S 49 DEG
 GC2327'25 MIN 42 SEC W.   TO REACH AZIMUTH MARK FROM POINT ON
 GC2327'HIGHWAY OPPOSITE STATION, GO SOUTH 1/2 MILE TO FIRST BUILDING ON
 GC2327'RIGHT AND THENCE OUT THROUGH BARN LOT AND PASTURE ROAD TO MARK.
 GC2327'AIRWAY BEACON NO. 23 (SEE
 GC2327'DESCRIPTION THEREOF), DISTANT 7.2 MILES, N 21 DEG 2 MIN 47 SEC E.
 GC2327
 GC2327                          STATION RECOVERY (1953)
 GC2327
 GC2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2327'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2327'CONDITION.  DISTANCE TO ALL MARKS CHECKED.  DIRECTION TO
 GC2327'REFERENCE MARK NO. 2 CHECKED.  DIRECTION TO THE AZIMUTH MARK AND
 GC2327'REFERENCE MARK NO. 1 FAILED TO CHECK.  A COMPLETE NEW DESCRIPTION
 GC2327'FOLLOWS.
 GC2327'
 GC2327'STATION IS LOCATED 8 MILES WEST OF NASHVILLE, 1.5 MILE SOUTH OF STATE
 GC2327'HIGHWAY 12, ON SOUTHWESTERN AND LOWER OF TWO KNOBS AND ON RIDGE OF
 GC2327'HILLS IN BELLS BEND OF THE CUMBERLAND RIVER, AND ON PROPERTY OWNED BY
 GC2327'T.E. ROGERS.  IT IS 30 FEET WEST OF A FENCE LINE AND AN 8 INCH OAK
 GC2327'TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE, 20 FEET NORTH OF A 24
 GC2327'INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 8
 GC2327'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 GC2327'AND THE DISK IS STAMPED MOORE 1933.
 GC2327'
 GC2327'REFERENCE MARK NO. 1 IS 63.13 FEET SOUTH OF THE STATION.  IT IS 3
 GC2327'FEET WEST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST
 GC2327'SIDE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MOORE NO 1
 GC2327'1933.
 GC2327'
 GC2327'REFERENCE MARK NO. 2 IS 71.45 FEET NORTHWEST OF THE STATION.  IT IS 5
 GC2327'FEET NORTH OF A 24 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH
 GC2327'SIDE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MOORE NO 2
 GC2327'1933.
 GC2327'
 GC2327'AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF THE STATION.  IT IS 10 FEET
 GC2327'NORTH OF THE CENTER OF A FARM LANE AND 2 FEET EAST OF A WHITE
 GC2327'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2327'MOORE 1933.  CONSIDERABLE CLEARING IS NEEDED TO SEE THIS
 GC2327'MARK.
 GC2327'
 GC2327'NO 25318 (TENN. GEOD. S.) IS 0.5 MILE NORTHWEST OF THE STATION.  IT
 GC2327'IS 0.1 MILE WEST OF OLD HICKORY BLVD. 500 FEET SOUTHWEST OF A
 GC2327'HOUSE AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6
 GC2327'INCH CONCRETE POST, WHICH PROJECTS 2 INCHES, WITH A STANDARD USC AND
 GC2327'G S AND SS DISK ATOP STAMPED 25318.  CONSIDERABLE CLEARING NEEDED TO
 GC2327'SEE THIS MARK.
 GC2327'
 GC2327'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND
 GC2327'49 IN ASHLAND CITY, GO SOUTHEAST ON HIGHWAY 12 FOR 10.5 MILES TO
 GC2327'THE INTERSECTION OF OLD HICKORY BLVD.  TURN RIGHT AND GO SOUTH ON OLD
 GC2327'HICKORY BLVD. FOR 1.45 MILES TO THE USC AND GS AND SS MARK ON THE
 GC2327'RIGHT AS DESCRIBED.  CONTINUE ON THE BLVD. FOR 0.1 MILE TO A DRIVEWAY
 GC2327'LEFT. (*) TURN LEFT AND GO 200 FEET TO THE REAR OF A HOUSE AND ETT.
 GC2327'PACK EAST UP FOR 0.2 MILE TO A FENCE LINE.  TURN LEFT AND PACK NORTH
 GC2327'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2327'
 GC2327'(*) FROM THIS POINT CONTINUE FOR 0.6 MILE TO A FARM LANE RIGHT, TURN
 GC2327'RIGHT AND FOLLOW THE FARM LANE FOR 0.05 MILE TO THE AZIMUTH MARK AS
 GC2327'DESCRIBED.
 GC2327'
 GC2327'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GC2327
 GC2327                          STATION RECOVERY (1959)
 GC2327
 GC2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 GC2327'THE STATION WAS RECOVERED.  ALL MARKS WERE LOCATED AND THEY ARE IN
 GC2327'GOOD CONDITION.  THE PROPERTY AT THE STATION IS OWNED BY THOMAS
 GC2327'ROGERS.  A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THE STATION
 GC2327'SITE.
 GC2327'
 GC2327'THE 1953 DESCRIPTION FOR REACHING THE AZIMUTH MARK IS NOT ADEQUATE.
 GC2327'THE MARK IS REACHED AS FOLLOWS- FROM THE DRIVEWAY ENTRANCE TO THE
 GC2327'THOMAS ROGERS RESIDENCE, DRIVE SOUTH ON OLD HICKORY BLVD. FOR 0.5
 GC2327'MILE TO BOARD GATE ON RIGHT.  TURN RIGHT ON FARM ROAD AND GO
 GC2327'WESTERLY, PASSING BARN AND SILO, FOR 0.15 MILE TO AZIMUTH MARK AT
 GC2327'RIGHT OR NORTH SIDE OF FARM ROAD.  THE WHITE WITNESS POST HAS
 GC2327'ROTTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2033 ***********************************************************************
 GA2033  DESIGNATION -  MOORE AZ MK
 GA2033  PID         -  GA2033
 GA2033  STATE/COUNTY-  TN/JEFFERSON
 GA2033  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2033
 GA2033                         *CURRENT SURVEY CONTROL
 GA2033  ___________________________________________________________________
 GA2033* NAD 83(1986)-  36 02 20.     (N)    083 26 28.     (W)     SCALED    
 GA2033* NAVD 88     -       396.461  (meters)    1300.72   (feet)  ADJUSTED  
 GA2033  ___________________________________________________________________
 GA2033  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2033  DYNAMIC HT  -         396.087 (meters)    1299.50  (feet)  COMP
 GA2033  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 GA2033
 GA2033  VERT ORDER  -  SECOND    CLASS 0
 GA2033
 GA2033.The horizontal coordinates were scaled from a topographic map and have
 GA2033.an estimated accuracy of +/- 6 seconds.
 GA2033
 GA2033.The orthometric height was determined by differential leveling
 GA2033.and adjusted by the National Geodetic Survey in June 1991..
 GA2033
 GA2033.The geoid height was determined by GEOID03.
 GA2033
 GA2033.The dynamic height is computed by dividing the NAVD 88
 GA2033.geopotential number by the normal gravity value computed on the
 GA2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2033.degrees latitude (g = 980.6199 gals.).
 GA2033
 GA2033.The modeled gravity was interpolated from observed gravity values.
 GA2033
 GA2033;                    North         East    Units  Estimated Accuracy
 GA2033;SPC TN       -   192,250.      830,570.      MT  (+/- 180 meters Scaled)
 GA2033
 GA2033                          SUPERSEDED SURVEY CONTROL
 GA2033
 GA2033  NGVD 29 (??/??/92)  396.617  (m)         1301.23   (f) ADJ UNCH    2 0
 GA2033
 GA2033.Superseded values are not recommended for survey control.
 GA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2033.See file dsdata.txt to determine how the superseded data were derived.
 GA2033
 GA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV800910(NAD 83)
 GA2033_MARKER: DZ = AZIMUTH MARK DISK
 GA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2033_STAMPING: MOORE 1961
 GA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2033+STABILITY: SURFACE MOTION
 GA2033
 GA2033  HISTORY     - Date     Condition        Report By
 GA2033  HISTORY     - 1961     MONUMENTED       CGS
 GA2033  HISTORY     - 1969     GOOD             NGS
 GA2033
 GA2033                          STATION DESCRIPTION
 GA2033
 GA2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2033'2.2 MI NW FROM DANDRIDGE.
 GA2033'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 25W
 GA2033'AND STATE ROUTE 92, GO NORTHWESTERLY ALONG STATE ROUTE 92 FOR
 GA2033'2.25 MILES TO THE INTERSTATE ROUTE 40 OVERPASS AT THE STATE ROUTE
 GA2033'92 INTERCHANGE AND THE MARK JUST PAST THE STRUCTURE AND ON THE
 GA2033'RIGHT AS DESCRIBED.  IT IS 365 FEET NORTHWEST OF THE APPROXIMATE
 GA2033'CENTER OF THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE 40, 132 FEET
 GA2033'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 92, 71 FEET
 GA2033'NORTHEAST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND EXIT LANE
 GA2033'ONTO STATE ROUTE 92, 70 FEET NORTHWEST OF A 12-INCH CEDAR TREE,
 GA2033'23 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.9 FEET EAST OF A
 GA2033'METAL WITNESS POST AND SIGN, AND 0.9 OF A FOOT SOUTHWEST OF A
 GA2033'FENCE.  IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 GA2033'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 GA2033'THE DISK IS STAMPED MOORE 1961.  NOTE-- THIS MARK IS ABOUT 0.6 OF
 GA2033'A MILE NORTHEAST OF TRAVERSE STATION MOORE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2032 ***********************************************************************
 GA2032  DESIGNATION -  MOORE RESET
 GA2032  PID         -  GA2032
 GA2032  STATE/COUNTY-  TN/JEFFERSON
 GA2032  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2032
 GA2032                         *CURRENT SURVEY CONTROL
 GA2032  ___________________________________________________________________
 GA2032* NAD 83(1995)-  36 02 05.12900(N)    083 27 09.05622(W)     ADJUSTED  
 GA2032* NAVD 88     -       438.34   (meters)    1438.1    (feet)  RESET     
 GA2032  ___________________________________________________________________
 GA2032  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GA2032  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2032
 GA2032  HORZ ORDER  -  SECOND
 GA2032  VERT ORDER  -  THIRD
 GA2032
 GA2032.The horizontal coordinates were established by classical geodetic methods
 GA2032.and adjusted by the National Geodetic Survey in April 1999..
 GA2032
 GA2032.The orthometric height was computed from unverified reset data.
 GA2032
 GA2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2032
 GA2032.The geoid height was determined by GEOID03.
 GA2032
 GA2032;                    North         East     Units Scale Factor Converg.
 GA2032;SPC TN       -   191,759.779   829,553.385   MT  0.99995451   +1 29 29.0
 GA2032;SPC TN       -   629,131.87  2,721,626.40   sFT  0.99995451   +1 29 29.0
 GA2032;UTM  17      - 3,990,586.651   279,036.681   MT  1.00020165   -1 26 36.0
 GA2032
 GA2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2032!SPC TN       -   0.99993605  x   0.99995451  =   0.99989057
 GA2032!UTM  17      -   0.99993605  x   1.00020165  =   1.00013769
 GA2032
 GA2032|---------------------------------------------------------------------|
 GA2032| PID    Reference Object                     Distance      Geod. Az  |
 GA2032|                                                           dddmmss.s |
 GA2032| GA2030 MOORE RM 1                           30.258 METERS 01502     |
 GA2032| GA2039 MANIS                               APPROX. 5.0 KM 0563842.7 |
 GA2032| GA2033 MOORE AZ MK                                        0652003.7 |
 GA2032| GA2029 MOORE RM 2                           16.391 METERS 14301     |
 GA2032|---------------------------------------------------------------------|
 GA2032
 GA2032                          SUPERSEDED SURVEY CONTROL
 GA2032
 GA2032  NAD 83(1995)-  36 02 05.13485(N)    083 27 09.05926(W) AD(       ) 2
 GA2032  NAD 83(1995)-  36 02 05.13582(N)    083 27 09.06136(W) AD(       ) 2
 GA2032  NAD 83(1995)-  36 02 05.13508(N)    083 27 09.05991(W) AD(       ) 2
 GA2032  NAD 83(1986)-  36 02 05.13942(N)    083 27 09.05880(W) AD(       ) 2
 GA2032
 GA2032.Superseded values are not recommended for survey control.
 GA2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2032.See file dsdata.txt to determine how the superseded data were derived.
 GA2032
 GA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7903790587(NAD 83)
 GA2032_MARKER: DE = TRAVERSE STATION DISK
 GA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2032_STAMPING: MOORE 1961 1969
 GA2032_MARK LOGO: CGS   
 GA2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2032+STABILITY: SURFACE MOTION
 GA2032
 GA2032  HISTORY     - Date     Condition        Report By
 GA2032  HISTORY     - 1969     MONUMENTED       CGS
 GA2032  HISTORY     - 1969     GOOD             CGS
 GA2032  HISTORY     - 1980     GOOD             NGS
 GA2032  HISTORY     - 1980     GOOD             NGS
 GA2032
 GA2032                          STATION DESCRIPTION
 GA2032
 GA2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GA2032'3 MI NW FROM DANDRIDGE.
 GA2032'THE MARK IS ABOUT 3.05 MILES NORTHWEST OF DANDRIDGE ON THE PROPERTY
 GA2032'OF MR. JAMES MOORE.  TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS
 GA2032'25W AND 70 AND STATE ROUTES 66 AND 92 JUST NORTHWEST OF THE
 GA2032'JEFFERSON COUNTY COURTHOUSE IN DANDRIDGE, GO NORTHWESTERLY ON STATE
 GA2032'ROUTE 92 FOR 2.2 MILES TO THE INTERSTATE 40 OVERPASS, CONTINUE
 GA2032'NORTHWESTERLY ON STATE ROUTE 92 FOR 0.2 OF A MILE TO AN OILED ROAD
 GA2032'LEFT, TURN LEFT ON THE OILED ROAD AND GO SOUTH-SOUTHWESTERLY FOR
 GA2032'0.55 OF A MILE TO A GRAVELED DRIVEWAY ON THE RIGHT, TURN RIGHT ON
 GA2032'THE DRIVEWAY, PASSING BETWEEN SMALL OUT BUILDINGS AND A WHITE FRAME
 GA2032'HOUSE FOR ABOUT 0.1 OF A MILE TO A BARN AND THE MARK.  IT IS 167
 GA2032'FEET SOUTHWEST OF THE WEST CORNER OF THE WHITE HOUSE, 99.27 FEET
 GA2032'SOUTH-SOUTHWEST OF MOORE R.M. 1, 53.78 FEET NORTHWEST OF MOORE
 GA2032'R.M. 2, 20 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GA2032'MACHINE SHED, 19 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF
 GA2032'THE MACHINE SHED, 6 FEET EAST OF A METAL WITNESS POST ATTACHED TO
 GA2032'A WOODEN STANCHION, AND DIRECTLY UNDER THE MACHINE SHEDS ROOF EDGE.
 GA2032'A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH,
 GA2032'ROUND, CONCRETE MONUMENT THAT IS ABOUT 1 INCH BELOW THE SURFACE
 GA2032'AND STAMPED MOORE 1961 1969.
 GA2032
 GA2032                          STATION RECOVERY (1969)
 GA2032
 GA2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA2032'THE SURFACE STATION MARK WAS BROKEN OFF DURING GRADING OPERATIONS FOR
 GA2032'A NEW MACHINE SHED AT THE STATION SITE.  THE UNDERGROUND STATION
 GA2032'MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 GA2032'MARK WERE RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  HOWEVER,
 GA2032'THE AZIMUTH MARK DOES NOT NOW, NOR NEVER DID SEE THE STATION
 GA2032'GROUND TO GROUND.  DUE TO THE STATIONS LOCATION DIRECTLY UNDER THE
 GA2032'EDGE OF THE NEW MACHINE SHED, IT WILL NOT BE POSSIBLE TO OBSERVE
 GA2032'POLARIS.  THE 1961 MEASUREMENTS BETWEEN THE STATION AND THE
 GA2032'REFERENCE MARKS COULD NOT BE CHECKED.  VERTICAL ANGLES WERE OBSERVED
 GA2032'BETWEEN THE STATION AND THE REFERENCE MARKS, AND SLOPE DISTANCES
 GA2032'MEASURED.  WHEN THE SLOPE MEASUREMENTS WERE REDUCED TO HORIZONTAL A
 GA2032'A DISCREPANCY OF-0.19 OF A FOOT WAS NOTED IN THE MEASUREMENT BETWEEN
 GA2032'THE STATION AND R.M. NO. 2.  IT SHOULD BE NOTED THAT THE FEET AND
 GA2032'METER DISTANCES GIVEN FOR REFERENCE MARK NO. 1 IN THE 1961
 GA2032'DESCRIPTION ARE NOT IN AGREEMENT, AND WHEN REMEASURED A DISCREPANCY
 GA2032'OF ONLY-0.007 OF A METER WAS NOTED FOR THIS MARK.  IT APPEARS THAT A
 GA2032'TYPOGRAPHICAL ERROR WAS MADE IN THE DESCRIPTION.  THE STATION AND
 GA2032'MARKS WERE BENCH MARKS AND BEFORE ANY WORK WAS DONE RE-ESTABLISH THE
 GA2032'STATION, THE LEVELS BETWEEN R.M. NO. 1 AND R.M. NO. 2 WERE CHECKED
 GA2032'AND A DISCREPANCY OF PLUS 0.035 OF A FOOT NOTED.  THE UNDERGROUND
 GA2032'STATION MARK WAS THEN OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GA2032'BETWEEN THE REFERENCE MARKS AND CHECKED THE ORIGINAL ANGLE MARKS
 GA2032'AND CHECKED THE ORIGINAL ANGLE WITHIN THE REQUIRED LIMITS.  A FIRM
 GA2032'PLUMBING BENCH WAS THEN ERECTED AND THE POINT OVER THE UNDERGROUND
 GA2032'MARK HELD AND A NEW SURFACE STATION MARK SET.
 GA2032'
 GA2032'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA2032'
 GA2032'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DANDRIDGE ON THE
 GA2032'PROPERTY OF MR. JAMES MOORE.
 GA2032'
 GA2032'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 25W AND 70
 GA2032'AND STATE ROUTES 66 AND 92 JUST NORTHWEST OF THE JEFFERSON COUNTY
 GA2032'COURTHOUSE IN DANDRIDGE, GO NORTHWESTERLY ON STATE ROUTE 92 FOR
 GA2032'2.2 MILES TO WHERE STATE ROUTE 92 PASSES UNDER INTERSTATE ROUTE 40
 GA2032'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY ON
 GA2032'STATE ROUTE 92 FOR 0.2 OF A MILE TO AN OILED ROAD LEFT, TURN LEFT
 GA2032'ON THIS OILED ROAD AND GO SOUTH-SOUTHWESTERLY FOR 0.55 OF A MILE TO
 GA2032'A GRAVELED DRIVEWAY ON THE RIGHT.  HERE TURN RIGHT ON THIS DRIVEWAY,
 GA2032'PASSING BETWEEN SMALL OUT-BUILDINGS AND A WHITE FRAME HOUSE FOR
 GA2032'ABOUT 0.1 OF A MILE TO A BARN AND THE STATION AS DESCRIBED.
 GA2032'
 GA2032'THE STATION IS 167 FEET SOUTHWEST OF THE WEST CORNER OF MR. MOORES
 GA2032'HOUSE, 20 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A LEAN-TO
 GA2032'MACHINE SHED, 19 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 GA2032'MACHINE SHED, 6.0 FEET EAST OF A METAL WITNESS SIGN ATTACHED TO A
 GA2032'WOODEN STANCHION, AND ABOUT DIRECTLY UNDER THE ROOF EDGE OF THE
 GA2032'MACHINE SHED.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GA2032'ROUND, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE AND THE
 GA2032'DISK IS STAMPED--MOORE 1961 1969--.
 GA2032'
 GA2032'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 GA2032'MACHINE SHED, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 GA2032'BARN STRUCTURE, ABOUT 2 FEET ABOVE THE LEVEL OF THE STATION, AND 1.3
 GA2032'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA2032'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2032'AND THE DISK IS STAMPED--MOORE NO 1 1961--.
 GA2032'
 GA2032'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF A HILL ABOUT 5 FEET
 GA2032'BELOW THE ELEVATION OF THE STATION, 58 FEET SOUTHEAST OF THE
 GA2032'SOUTHWEST CORNER OF THE MACHINE SHED, 1.2 FEET NORTHWEST OF A METAL
 GA2032'WITNESS POST AND SIGN, AND 1.0 FOOT NORTHEAST OF A SOUTHEAST FENCE
 GA2032'CORNER POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GA2032'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED--MOORE NO 2
 GA2032'1961--.
 GA2032'
 GA2032'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2032'REFERENCE MARK NO. 2 IS 138.94 FEET-(42.349) METERS.
 GA2032'
 GA2032'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE EAST-NORTHEAST OF THE
 GA2032'STATION, 365 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GA2032'SOUTH BBOUND TRAFFIC LANE OF INTERSTATE ROUTE 40, 132 FEET
 GA2032'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 92, 71 FEET
 GA2032'NORTHEAST OF A APPROXIMATE CENTER OF THE EXIT LANE ONTO STATE
 GA2032'ROUTE 92, 70 FEET NORTHWEST OF A 12-INCH CEDAR TREE, 23 FEET
 GA2032'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.9 FEET EAST OF A METAL
 GA2032'WITNESS POST AND SIGN, AND 0.9 OF A FOOT SOUTHWEST OF A FENCE.
 GA2032'IT IS A STANDARD DISK SET IN HE TOP OF A 12-INCH, SQUARE,
 GA2032'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 GA2032'STAMPED--MOORE 1961--.
 GA2032
 GA2032                          STATION RECOVERY (1980)
 GA2032
 GA2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2032'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GA2032'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ACCORDING TO PROPERTY
 GA2032'OWNER THE MARK WAS DESTROYED BY GRADING.  THE DISTANCE TO REFERENCE
 GA2032'MARK 2 CHECKED.  THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED
 GA2032'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS
 GA2032'ESTABLISHED.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA2032'
 GA2032'REFERENCE MARK 2 IS 42 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GA2032'13 FEET EAST OF A FENCE CORNER AND A 4 INCH TWIN CEDAR TREE.
 GA2032'
 GA2032'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA2032'MAGNETS, STAMPED---MOORE 1961 NO 3 1980---FLUSH WITH THE GROUND,
 GA2032'1 FOOT NORTH OF A METAL WITNESS POST, 6 INCHES EAST OF A FENCE,
 GA2032'1 FOOT SOUTH OF SOUTH GATE POST AND 16 FEET SOUTH OF SOUTHWEST
 GA2032'CORNER OF THE BARN.
 GA2032
 GA2032                          STATION RECOVERY (1980)
 GA2032
 GA2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2032'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2030 ***********************************************************************
 GA2030  DESIGNATION -  MOORE RM 1
 GA2030  PID         -  GA2030
 GA2030  STATE/COUNTY-  TN/JEFFERSON
 GA2030  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2030
 GA2030                         *CURRENT SURVEY CONTROL
 GA2030  ___________________________________________________________________
 GA2030* NAD 83(1986)-  36 02 04.     (N)    083 27 09.     (W)     SCALED    
 GA2030* NAVD 88     -       438.923  (meters)    1440.03   (feet)  ADJUSTED  
 GA2030  ___________________________________________________________________
 GA2030  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2030  DYNAMIC HT  -         438.513 (meters)    1438.69  (feet)  COMP
 GA2030  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA2030
 GA2030  VERT ORDER  -  SECOND    CLASS 0
 GA2030
 GA2030.The horizontal coordinates were scaled from a topographic map and have
 GA2030.an estimated accuracy of +/- 6 seconds.
 GA2030
 GA2030.The orthometric height was determined by differential leveling
 GA2030.and adjusted by the National Geodetic Survey in June 1991..
 GA2030
 GA2030.The geoid height was determined by GEOID03.
 GA2030
 GA2030.The dynamic height is computed by dividing the NAVD 88
 GA2030.geopotential number by the normal gravity value computed on the
 GA2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2030.degrees latitude (g = 980.6199 gals.).
 GA2030
 GA2030.The modeled gravity was interpolated from observed gravity values.
 GA2030
 GA2030;                    North         East    Units  Estimated Accuracy
 GA2030;SPC TN       -   191,730.      829,560.      MT  (+/- 180 meters Scaled)
 GA2030
 GA2030                          SUPERSEDED SURVEY CONTROL
 GA2030
 GA2030  NGVD 29 (??/??/92)  439.084  (m)         1440.56   (f) ADJ UNCH    2 0
 GA2030
 GA2030.Superseded values are not recommended for survey control.
 GA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2030.See file dsdata.txt to determine how the superseded data were derived.
 GA2030
 GA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV790905(NAD 83)
 GA2030_MARKER: DR = REFERENCE MARK DISK
 GA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2030_STAMPING: MOORE NO 1 1961
 GA2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2030+STABILITY: SURFACE MOTION
 GA2030
 GA2030  HISTORY     - Date     Condition        Report By
 GA2030  HISTORY     - 1961     MONUMENTED       CGS
 GA2030  HISTORY     - 1969     GOOD             NGS
 GA2030  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2030
 GA2030                          STATION DESCRIPTION
 GA2030
 GA2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2030'3 MI NW FROM DANDRIDGE.
 GA2030'THE MARK IS AT THE MOORE 1961 1969 TRAVERSE STATION SITE, 139.94
 GA2030'FEET NORTH OF MOORE R.M. 2, 99.27 FEET NORTH-NORTHEAST OF MOORE
 GA2030'1961 1969, 83 FEET NORTH OF THE SOUTHEAST CORNER OF A MACHINE
 GA2030'SHED, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN BARN
 GA2030'STRUCTURE, AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GA2030'SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GA2030'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2030'STAMPED MOORE NO 1 1961.  NOTE-- SEE DESCR. FOR STATION MOORE.
 GA2030
 GA2030                          STATION RECOVERY (1980)
 GA2030
 GA2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2029 ***********************************************************************
 GA2029  DESIGNATION -  MOORE RM 2
 GA2029  PID         -  GA2029
 GA2029  STATE/COUNTY-  TN/JEFFERSON
 GA2029  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2029
 GA2029                         *CURRENT SURVEY CONTROL
 GA2029  ___________________________________________________________________
 GA2029* NAD 83(1986)-  36 02 04.     (N)    083 27 09.     (W)     SCALED    
 GA2029* NAVD 88     -       436.815  (meters)    1433.12   (feet)  ADJUSTED  
 GA2029  ___________________________________________________________________
 GA2029  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2029  DYNAMIC HT  -         436.407 (meters)    1431.78  (feet)  COMP
 GA2029  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA2029
 GA2029  VERT ORDER  -  SECOND    CLASS 0
 GA2029
 GA2029.The horizontal coordinates were scaled from a topographic map and have
 GA2029.an estimated accuracy of +/- 6 seconds.
 GA2029
 GA2029.The orthometric height was determined by differential leveling
 GA2029.and adjusted by the National Geodetic Survey in June 1991..
 GA2029
 GA2029.The geoid height was determined by GEOID03.
 GA2029
 GA2029.The dynamic height is computed by dividing the NAVD 88
 GA2029.geopotential number by the normal gravity value computed on the
 GA2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2029.degrees latitude (g = 980.6199 gals.).
 GA2029
 GA2029.The modeled gravity was interpolated from observed gravity values.
 GA2029
 GA2029;                    North         East    Units  Estimated Accuracy
 GA2029;SPC TN       -   191,730.      829,560.      MT  (+/- 180 meters Scaled)
 GA2029
 GA2029                          SUPERSEDED SURVEY CONTROL
 GA2029
 GA2029  NGVD 29 (??/??/92)  436.976  (m)         1433.65   (f) ADJ UNCH    2 0
 GA2029
 GA2029.Superseded values are not recommended for survey control.
 GA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2029.See file dsdata.txt to determine how the superseded data were derived.
 GA2029
 GA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV790905(NAD 83)
 GA2029_MARKER: DR = REFERENCE MARK DISK
 GA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2029_STAMPING: MOORE NO 2 1961
 GA2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2029+STABILITY: SURFACE MOTION
 GA2029
 GA2029  HISTORY     - Date     Condition        Report By
 GA2029  HISTORY     - 1961     MONUMENTED       CGS
 GA2029  HISTORY     - 1969     GOOD             NGS
 GA2029  HISTORY     - 1980     GOOD             NGS
 GA2029
 GA2029                          STATION DESCRIPTION
 GA2029
 GA2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2029'3 MI NW FROM DANDRIDGE.
 GA2029'THE MARK IS AT THE MOORE 1961 1969 TRAVERSE STATION SITE, 139.94
 GA2029'FEET SOUTH OF MOORE R.M. 1, 58 FEET SOUTHEAST OF THE SOUTHEAST
 GA2029'CORNER OF A MACHINE SHED, 53.78 FEET SOUTHEAST OF MOORE 1961 1969,
 GA2029'1.2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 1.0 FOOT
 GA2029'NORTHEAST OF A SOUTHEAST FENCE CORNER POST.  IT IS A STANDARD
 GA2029'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA2029'CONCRETE MONUMENT AND THE DISK IS STAMPED MOORE NO 2 1961.
 GA2029'NOTE-- SEE DESCR. FOR STATION MOORE.
 GA2029
 GA2029                          STATION RECOVERY (1980)
 GA2029
 GA2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2029'IT IS 42 FEET SOUTHEAST OF A METAL WITNESS POST AND 13 FEET EAST OF A
 GA2029'FENCE CORNER AND A 4 INCH TWIN CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1683 ***********************************************************************
 GD1683  DESIGNATION -  MOORING
 GD1683  PID         -  GD1683
 GD1683  STATE/COUNTY-  TN/LAKE
 GD1683  USGS QUAD   -  MOORING (1983)
 GD1683
 GD1683                         *CURRENT SURVEY CONTROL
 GD1683  ___________________________________________________________________
 GD1683* NAD 83(1995)-  36 19 33.14528(N)    089 32 21.10100(W)     ADJUSTED  
 GD1683* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GD1683  ___________________________________________________________________
 GD1683  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GD1683  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD1683
 GD1683  HORZ ORDER  -  SECOND
 GD1683
 GD1683.The horizontal coordinates were established by classical geodetic methods
 GD1683.and adjusted by the National Geodetic Survey in April 1999..
 GD1683
 GD1683.The orthometric height was scaled from a topographic map.
 GD1683
 GD1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1683
 GD1683.The geoid height was determined by GEOID03.
 GD1683
 GD1683;                    North         East     Units Scale Factor Converg.
 GD1683;SPC TN       -   226,819.206   282,285.138   MT  0.99998516   -2 04 19.1
 GD1683;SPC TN       -   744,156.01    926,130.49   sFT  0.99998516   -2 04 19.1
 GD1683;SPC MO E     -    55,077.371   336,267.405   MT  1.00002499   +0 34 09.1
 GD1683;UTM  16      - 4,023,086.586   272,071.202   MT  1.00024014   -1 30 17.3
 GD1683
 GD1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1683!SPC TN       -   0.99999127  x   0.99998516  =   0.99997643
 GD1683!SPC MO E     -   0.99999127  x   1.00002499  =   1.00001626
 GD1683!UTM  16      -   0.99999127  x   1.00024014  =   1.00023140
 GD1683
 GD1683|---------------------------------------------------------------------|
 GD1683| PID    Reference Object                     Distance      Geod. Az  |
 GD1683|                                                           dddmmss.s |
 GD1683| GD1995 MOORING RM 1                         28.600 METERS 11653     |
 GD1683| GD1997 MOORING AZ MK                                      1985241.5 |
 GD1683| GD1996 MOORING RM 2                         28.687 METERS 22545     |
 GD1683|---------------------------------------------------------------------|
 GD1683
 GD1683                          SUPERSEDED SURVEY CONTROL
 GD1683
 GD1683  NAD 83(1995)-  36 19 33.15055(N)    089 32 21.10117(W) AD(       ) 2
 GD1683  NAD 83(1995)-  36 19 33.15214(N)    089 32 21.10369(W) AD(       ) 2
 GD1683  NAD 83(1986)-  36 19 33.15659(N)    089 32 21.10091(W) AD(       ) 2
 GD1683  NAD 27      -  36 19 32.91870(N)    089 32 20.82600(W) AD(       ) 2
 GD1683
 GD1683.Superseded values are not recommended for survey control.
 GD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1683.See file dsdata.txt to determine how the superseded data were derived.
 GD1683
 GD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7207123087(NAD 83)
 GD1683_MARKER: DS = TRIANGULATION STATION DISK
 GD1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1683+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 GD1683
 GD1683  HISTORY     - Date     Condition        Report By
 GD1683  HISTORY     - 1959     MONUMENTED       CGS
 GD1683  HISTORY     - 20041020 GOOD             USE
 GD1683
 GD1683                          STATION DESCRIPTION
 GD1683
 GD1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1683'THE STATION IS ABOUT 5 MILES SOUTHWEST OF TIPTONVILLE, ABOUT 3-1/2
 GD1683'MILES WEST OF WYNNBURG AND ON PROPERTY BELONGING TO THE U.S.
 GD1683'GOVERNMENT.  IT IS 112 FEET NORTH OF THE NORTHWEST CORNER OF A
 GD1683'FRAME HOUSE, 95 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 GD1683'CONCRETE BUILDING, 45 FEET EAST OF THE CENTER OF THE TOP OF
 GD1683'THE LEVEE, 35 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 3 FEET
 GD1683'EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 GD1683'DISK IS STAMPED MOORING 1959.
 GD1683'
 GD1683'TO REACH THE STATION FROM THE MAIN INTERSECTION AND BLINKER LIGHT IN
 GD1683'WYNNBURG, GO WEST ON A PAVED ROAD FOR 1.2 MILES TO A T-ROAD.  TURN
 GD1683'LEFT AND GO SOUTH AND THEN WEST FOR 0.6 MILE TO A SIDE ROAD LEFT.
 GD1683'CONTINUE AHEAD WEST ON THE PAVED ROAD FOR 0.6 MILE TO A T-ROAD.
 GD1683'TURN RIGHT AND GO NORTH FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 GD1683'LEFT AND GO WEST ON A PAVED ROAD FOR 1.1 MILES TO A FORK.  TAKE THE
 GD1683'LEFT FORK AND GO SOUTHWEST ON THE PAVED ROAD FOR 0.25 MILE TO THE
 GD1683'STATION AS DESCRIBED.
 GD1683'
 GD1683'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON THE PAVED
 GD1683'ROAD FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON A
 GD1683'GRAVELED ROAD TO THE TOP OF THE LEVEE AND A SIDE ROAD LEFT.  TURN
 GD1683'LEFT AND FOLLOW THE ROAD SOUTH ALONG THE TOP OF THE LEVEE FOR
 GD1683'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1683'
 GD1683'REFERENCE MARK 1 IS 56 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1683'10 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK BUILDING
 GD1683'AND 9 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GD1683'DISK IS STAMPED MOORING NO 1 1959.
 GD1683'
 GD1683'REFERENCE MARK 2 IS 85 FEET NORTH OF A FENCE CORNER, 41 FEET WEST OF
 GD1683'THE CENTERLINE OF THE PAVED ROAD AND 32 FEET EAST OF THE CENTER OF
 GD1683'THE TOP OF THE LEVEE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1683'MOORING NO 2 1959.
 GD1683'
 GD1683'THE AZIMUTH MARK IS 126 FEET WEST OF A POWER POLE, 107 FEET NORTHWEST
 GD1683'OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 4 FEET NORTH OF A
 GD1683'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1683'MOORING 1959.
 GD1683'
 GD1683'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1683
 GD1683                          STATION RECOVERY (2004)
 GD1683
 GD1683'RECOVERY NOTE BY US ENGINEERS 2004 (ZC)
 GD1683'RECOVERED AS DESCRIBED.  REFERENCE MARKS 1 AND 2 SEARCHED FOR BUT NOT
 GD1683'FOUND.  MARK IS SUITABLE FOR GPS OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2511 ***********************************************************************
 FE2511  DESIGNATION -  MOORMAN
 FE2511  PID         -  FE2511
 FE2511  STATE/COUNTY-  TN/FAYETTE
 FE2511  USGS QUAD   -  LACONIA (1983)
 FE2511
 FE2511                         *CURRENT SURVEY CONTROL
 FE2511  ___________________________________________________________________
 FE2511* NAD 83(1995)-  35 17 01.23861(N)    089 21 45.35513(W)     ADJUSTED  
 FE2511* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FE2511  ___________________________________________________________________
 FE2511  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FE2511  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2511
 FE2511  HORZ ORDER  -  THIRD
 FE2511
 FE2511.The horizontal coordinates were established by classical geodetic methods
 FE2511.and adjusted by the National Geodetic Survey in April 1999..
 FE2511
 FE2511.The orthometric height was scaled from a topographic map.
 FE2511
 FE2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2511
 FE2511.The geoid height was determined by GEOID03.
 FE2511
 FE2511;                    North         East     Units Scale Factor Converg.
 FE2511;SPC TN       -   110,695.517   294,159.636   MT  0.99999423   -1 58 07.0
 FE2511;SPC TN       -   363,173.54    965,088.74   sFT  0.99999423   -1 58 07.0
 FE2511;UTM  16      - 3,907,062.272   285,135.227   MT  1.00016899   -1 21 54.8
 FE2511
 FE2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2511!SPC TN       -   0.99998377  x   0.99999423  =   0.99997800
 FE2511!UTM  16      -   0.99998377  x   1.00016899  =   1.00015276
 FE2511
 FE2511:                Primary Azimuth Mark                     Grid Az
 FE2511:SPC TN       -  LACONIA LOT WT 27                        092 31 52.5
 FE2511:UTM  16      -  LACONIA LOT WT 27                        091 55 40.3
 FE2511
 FE2511|---------------------------------------------------------------------|
 FE2511| PID    Reference Object                     Distance      Geod. Az  |
 FE2511|                                                           dddmmss.s |
 FE2511| FE2509 LACONIA LOT WT 27                   APPROX. 8.2 KM 0903345.5 |
 FE2511| CG4614 MOORMAN AZ MK                                      1404027.1 |
 FE2511| CG4615 MOORMAN RM 1                         28.772 METERS 14148     |
 FE2511| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX. 4.6 KM 1623136.0 |
 FE2511| CG4616 MOORMAN RM 2                         27.022 METERS 26316     |
 FE2511|---------------------------------------------------------------------|
 FE2511
 FE2511                          SUPERSEDED SURVEY CONTROL
 FE2511
 FE2511  NAD 83(1995)-  35 17 01.24269(N)    089 21 45.35742(W) AD(       ) 3
 FE2511  NAD 83(1995)-  35 17 01.24352(N)    089 21 45.35673(W) AD(       ) 3
 FE2511  NAD 83(1986)-  35 17 01.25056(N)    089 21 45.35534(W) AD(       ) 3
 FE2511  NAD 27      -  35 17 00.94590(N)    089 21 45.10020(W) AD(       ) 3
 FE2511
 FE2511.Superseded values are not recommended for survey control.
 FE2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2511.See file dsdata.txt to determine how the superseded data were derived.
 FE2511
 FE2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8513507062(NAD 83)
 FE2511_MARKER: DS = TRIANGULATION STATION DISK
 FE2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2511
 FE2511  HISTORY     - Date     Condition        Report By
 FE2511  HISTORY     - 1958     MONUMENTED       CGS
 FE2511
 FE2511                          STATION DESCRIPTION
 FE2511
 FE2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2511'THE STATION IS ABOUT 2-1/2 MILES NORTH-NORTHWEST OF SOMERVILLE, ABOUT
 FE2511'2-1/2 MILES SOUTHEAST OF MOORMAN AND IS ON HIGHWAY
 FE2511'RIGHT-OF-WAY.  IT IS 47 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE2511'HIGHWAY 59, 70 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 FE2511'DRIVEWAY, 82 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 59 AND
 FE2511'THE DIRT DRIVEWAY AND 7 FEET NORTH OF A WHITE WITNESS POST.  THE
 FE2511'MONUMENT IS FLUSH AND THE DISK IS STAMPED MOORMAN 1958.
 FE2511'
 FE2511'TO REACH THE STATION FROM THE NORTH SIDE OF THE SQUARE IN SOMERVILLE,
 FE2511'GO NORTH AND NORTHWEST ON STATE HIGHWAY 59 AND 76 FOR 2.25 MILES TO
 FE2511'THE JUNCTION OF HIGHWAYS 59 AND 76.  CONTINUE NORTHWEST ON HIGHWAY 59
 FE2511'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON HIGHWAY
 FE2511'59 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FE2511'
 FE2511'REFERENCE MARK 1 IS 43 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE2511'HIGHWAY 59 AND 170 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2511'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MOORMAN NO 1
 FE2511'1958.
 FE2511'
 FE2511'REFERENCE MARK 2 IS 40 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 FE2511'DRIVEWAY, 19 FEET SOUTHEAST OF A TELEPHONE POLE AND 38 FEET NORTH
 FE2511'OF AN 18 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2511'STAMPED MOORMAN NO 2 1958.
 FE2511'
 FE2511'THE AZIMUTH MARK IS 49 FEET NORTHEAST OF THE CENTERLINE OF STATE
 FE2511'HIGHWAY 59, 1 FOOT NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 FE2511'SOUTHWEST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2511'STAMPED MOORMAN 1958.
 FE2511'
 FE2511'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5459 ***********************************************************************
 DE5459  SACS        -  This is a Secondary Airport Control Station.
 DE5459  DESIGNATION -  MOR A
 DE5459  PID         -  DE5459
 DE5459  STATE/COUNTY-  TN/HAMBLEN
 DE5459  USGS QUAD   -  MORRISTOWN (1979)
 DE5459
 DE5459                         *CURRENT SURVEY CONTROL
 DE5459  ___________________________________________________________________
 DE5459* NAD 83(1995)-  36 10 57.69432(N)    083 22 16.46923(W)     ADJUSTED  
 DE5459* NAVD 88     -       390.83   (meters)    1282.2    (feet)  GPS OBS   
 DE5459  ___________________________________________________________________
 DE5459  X           -     594,995.940 (meters)                     COMP
 DE5459  Y           -  -5,119,890.581 (meters)                     COMP
 DE5459  Z           -   3,744,785.247 (meters)                     COMP
 DE5459  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DE5459  ELLIP HEIGHT-         359.82  (meters)          (06/06/02) GPS OBS
 DE5459  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE5459
 DE5459  HORZ ORDER  -  FIRST
 DE5459  ELLP ORDER  -  THIRD     CLASS II
 DE5459
 DE5459.This mark is at Moore-Murrell Airport (MOR)
 DE5459
 DE5459.The horizontal coordinates were established by GPS observations
 DE5459.and adjusted by the National Geodetic Survey in June 2002..
 DE5459
 DE5459.The orthometric height was determined by GPS observations and a
 DE5459.high-resolution geoid model.
 DE5459
 DE5459.GPS derived orthometric heights for airport stations designated as
 DE5459.PACS or SACS are published to 2 decimal places.  This maintains
 DE5459.centimeter relative accuracy between the PACS and SACS.  It does
 DE5459.not indicate centimeter accuracy relative to other marks which are
 DE5459.part of the NAVD 88 network.
 DE5459
 DE5459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5459
 DE5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5459
 DE5459.The ellipsoidal height was determined by GPS observations
 DE5459.and is referenced to NAD 83.
 DE5459
 DE5459.The geoid height was determined by GEOID03.
 DE5459
 DE5459;                    North         East     Units Scale Factor Converg.
 DE5459;SPC TN       -   208,361.873   836,434.411   MT  0.99996686   +1 32 20.3
 DE5459;SPC TN       -   683,600.58  2,744,201.90   sFT  0.99996686   +1 32 20.3
 DE5459;UTM  17      - 4,006,817.938   286,761.057   MT  1.00016029   -1 24 01.5
 DE5459
 DE5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5459!SPC TN       -   0.99994353  x   0.99996686  =   0.99991039
 DE5459!UTM  17      -   0.99994353  x   1.00016029  =   1.00010381
 DE5459
 DE5459:                Primary Azimuth Mark                     Grid Az
 DE5459:SPC TN       -  MORRPORT                                 227 33 50.8
 DE5459:UTM  17      -  MORRPORT                                 230 30 12.6
 DE5459
 DE5459|---------------------------------------------------------------------|
 DE5459| PID    Reference Object                     Distance      Geod. Az  |
 DE5459|                                                           dddmmss.s |
 DE5459| GA3658 MORRPORT                            APPROX. 0.5 KM 2290611.1 |
 DE5459|---------------------------------------------------------------------|
 DE5459
 DE5459                          SUPERSEDED SURVEY CONTROL
 DE5459
 DE5459.No superseded survey control is available for this station.
 DE5459
 DE5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8676106818(NAD 83)
 DE5459_MARKER: DD = SURVEY DISK
 DE5459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE5459_STAMPING: MOR A 1996
 DE5459_MARK LOGO: NGS   
 DE5459_PROJECTION: FLUSH
 DE5459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5459+STABILITY: SURFACE MOTION
 DE5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5459+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE5459_ROD/PIPE-DEPTH: 1.0  meters
 DE5459
 DE5459  HISTORY     - Date     Condition        Report By
 DE5459  HISTORY     - 1996     MONUMENTED       NGS
 DE5459
 DE5459                          STATION DESCRIPTION
 DE5459
 DE5459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 DE5459'THIS STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT BETWEEN
 DE5459'THE RUNWAY AND
 DE5459'TAXIWAY AT THE MOORE-MURRELL AIRPORT.   THIS AIRPORT IS LOCATED ABOUT
 DE5459'5 MILES
 DE5459'SOUTHWEST OF MORRISTOWN ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE CITY OF
 DE5459'MORRISTOWN.
 DE5459'AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O. BOX 1013, MORRISTOWN,
 DE5459'TENNESSEE 37816,
 DE5459'PHONE (615)  586 2483  OR 586 2483.  PERMISSION SHOULD BE OBTAINED
 DE5459'FROM ON SIGHT AIRPORT
 DE5459'PERSONNEL BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 DE5459' 
 DE5459'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 DE5459'U.S. HWY 11E,  GO
 DE5459'SOUTHEAST ON U.S. OLD HIGHWAY 11E FOR 0.45 MILES TO AIRPORT ENTRANCE
 DE5459'ROAD.   TURN LEFT,
 DE5459'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN
 DE5459'LEFT, NORTHEAST, ON
 DE5459'PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTHEAST,
 DE5459'ON RAMP FOR 0.05
 DE5459'MILES TO PARALLEL TAXIWAY.  TURN LEFT, NORTHEAST, ON THE PARALLEL
 DE5459'TAXIWAY FOR 0.35 MILES
 DE5459'TO STATION ON RIGHT.
 DE5459' 
 DE5459'THE STATION IS THE CENTER OF A  2-INCH SURVEY DISK SET INTO THE TOP OF
 DE5459'A 1 M (3.3 FT) LONG
 DE5459'FENO PIPE ENCASED IN PVC PIPE WITH  NGS LOGO COVER SURROUNDED BY
 DE5459'CONCRETE FLUSH WITH
 DE5459'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 DE5459'PIPE. THE
 DE5459'STATION IS 26.8 M (87.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DE5459'TAXIWAY, 21.7 M (71.2 FT)
 DE5459'SOUTHWEST OF THE TAXIWAY CROSSOVER RAMP, AND 17.2 M (56.4 FT)
 DE5459'NORTHWEST OF THE
 DE5459'NORTHWEST EDGE OF THE RUNWAY.
 DE5459' 
 DE5459'THIS STATION HAS BEEN DESIGNATED AS A  SECONDARY AIRPORT CONTROL
 DE5459'STATION (SACS).
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1063 ***********************************************************************
 GA1063  DESIGNATION -  MORELOCK
 GA1063  PID         -  GA1063
 GA1063  STATE/COUNTY-  TN/GREENE
 GA1063  USGS QUAD   -  BAILEYTON (1971)
 GA1063
 GA1063                         *CURRENT SURVEY CONTROL
 GA1063  ___________________________________________________________________
 GA1063* NAD 83(1995)-  36 21 28.15699(N)    082 45 07.24893(W)     ADJUSTED  
 GA1063* NAVD 88     -       395.474  (meters)    1297.48   (feet)  ADJUSTED  
 GA1063  ___________________________________________________________________
 GA1063  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GA1063  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1063  DYNAMIC HT  -         395.105 (meters)    1296.27  (feet)  COMP
 GA1063  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA1063
 GA1063  HORZ ORDER  -  SECOND
 GA1063  VERT ORDER  -  SECOND    CLASS 0
 GA1063
 GA1063.The horizontal coordinates were established by classical geodetic methods
 GA1063.and adjusted by the National Geodetic Survey in April 1999..
 GA1063
 GA1063.The orthometric height was determined by differential leveling
 GA1063.and adjusted by the National Geodetic Survey in June 1991..
 GA1063
 GA1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1063
 GA1063.The geoid height was determined by GEOID03.
 GA1063
 GA1063.The dynamic height is computed by dividing the NAVD 88
 GA1063.geopotential number by the normal gravity value computed on the
 GA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1063.degrees latitude (g = 980.6199 gals.).
 GA1063
 GA1063.The modeled gravity was interpolated from observed gravity values.
 GA1063
 GA1063;                    North         East     Units Scale Factor Converg.
 GA1063;SPC TN       -   229,455.807   891,465.380   MT  0.99999009   +1 54 05.4
 GA1063;SPC TN       -   752,806.26  2,924,749.33   sFT  0.99999009   +1 54 05.4
 GA1063;UTM  17      - 4,025,062.318   342,804.245   MT  0.99990446   -1 02 19.9
 GA1063
 GA1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1063!SPC TN       -   0.99994286  x   0.99999009  =   0.99993295
 GA1063!UTM  17      -   0.99994286  x   0.99990446  =   0.99984733
 GA1063
 GA1063:                Primary Azimuth Mark                     Grid Az
 GA1063:SPC TN       -  AIRWAY BEACON 23                         035 13 46.2
 GA1063:UTM  17      -  AIRWAY BEACON 23                         038 10 11.5
 GA1063
 GA1063|---------------------------------------------------------------------|
 GA1063| PID    Reference Object                     Distance      Geod. Az  |
 GA1063|                                                           dddmmss.s |
 GA1063| GA3392 AIRWAY BEACON 23                    APPROX. 7.3 KM 0370751.6 |
 GA1063| GA1062 MORELOCK RM 1                        16.077 METERS 11815     |
 GA1063| GA1061 MORELOCK AZ MK                                     2055517.3 |
 GA1063| GA1064 MORELOCK RM 2                        26.627 METERS 22754     |
 GA1063| GA1055 CANEY                               APPROX. 3.9 KM 2560426.0 |
 GA1063|---------------------------------------------------------------------|
 GA1063
 GA1063                          SUPERSEDED SURVEY CONTROL
 GA1063
 GA1063  NAD 83(1995)-  36 21 28.15911(N)    082 45 07.25171(W) AD(       ) 2
 GA1063  NAD 83(1995)-  36 21 28.16628(N)    082 45 07.26494(W) AD(       ) 2
 GA1063  NAD 83(1995)-  36 21 28.16152(N)    082 45 07.25182(W) AD(       ) 2
 GA1063  NAD 83(1986)-  36 21 28.16405(N)    082 45 07.25287(W) AD(       ) 2
 GA1063  NAD 27      -  36 21 27.80210(N)    082 45 07.68200(W) AD(       ) 2
 GA1063  NGVD 29 (??/??/92)  395.611  (m)         1297.93   (f) ADJ UNCH    2 0
 GA1063
 GA1063.Superseded values are not recommended for survey control.
 GA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1063.See file dsdata.txt to determine how the superseded data were derived.
 GA1063
 GA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4280425062(NAD 83)
 GA1063_MARKER: DB = BENCH MARK DISK
 GA1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1063_STAMPING: MORELOCK 1961
 GA1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1063+STABILITY: SURFACE MOTION
 GA1063
 GA1063  HISTORY     - Date     Condition        Report By
 GA1063  HISTORY     - 1961     MONUMENTED       CGS
 GA1063  HISTORY     - 1961     GOOD             CGS
 GA1063
 GA1063                          STATION DESCRIPTION
 GA1063
 GA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1063'THE STATION IS LOCATED IN OPEN PASTURE LAND ON THE PROPERTY OF MR.
 GA1063'SAM MORELOCK , ABOUT 4-1/2
 GA1063'MILES EAST OF BAILEYTON AND 3 MILES WEST OF
 GA1063'JEAROLDSTOWN.
 GA1063'
 GA1063'TO REACH FROM THE CROSSROAD, JUST WEST OF THE V. E. JONES GROCERY IN
 GA1063'THE CANEY CREEK COMMUNITY,
 GA1063'ABOUT 2.8 MILES EAST OF BAILEYTON, GO EASTERLY ON AN
 GA1063'OILED ROAD FOR 1.95 MILES TO A SIDE
 GA1063'ROAD RIGHT AND THE AZIMUTH MARK
 GA1063'ABOUT 0.05 MILE EAST OF THIS SIDE ROAD ALONG THE SOUTH
 GA1063'RIGHT-OF-WAY.
 GA1063'HERE CONTINUE EAST ON THE OILED ROAD FOR 0.15 MILE TO A GRAVELED FARM
 GA1063'LANE ON THE LEFT,
 GA1063'TURN LEFT, NORTH, AND GO 0.1 MILE TO THE TOP OF A
 GA1063'LOW RISE AND THE STATION ON THE
 GA1063'RIGHT AS DESCRIBED.
 GA1063'
 GA1063'THE STATION IS 74 FEET NORTHWEST OF A LONE CEDAR TREE, 22 FEET EAST
 GA1063'OF THE CENTER OF THE
 GA1063'FARM LANE AND 11.5 FEET EAST OF A WITNESS POST AND WIRE
 GA1063'FENCE.  IT IS A STANDARD DISK,
 GA1063'SET IN A CONCRETE MONUMENT ABOUT 2
 GA1063'INCHES BELOW THE SURFACE OF THE GROUND AND IS
 GA1063'STAMPED MORELOCK 1961.
 GA1063'
 GA1063'REFERENCE MARK NO. 1 IS 50 FEET EAST OF A WIRE FENCE, 21 FEET
 GA1063'NORTHWEST OF A LONE CEDAR
 GA1063'TREE AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 GA1063'IT IS A STANDARD DISK, SET IN
 GA1063'A CONCRETE MONUMENT ABOUT 2 INCHES
 GA1063'BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 GA1063'MORELOCK NO 1 1961.
 GA1063'
 GA1063'REFERENCE MA RK NO. 2 IS ACROSS THE FARM LANE FROM THE STATION, 113
 GA1063'FEET SOUTH OF A WIRE FENCE
 GA1063'AND 48 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD
 GA1063'DISK, SET IN A CONCRETE MONUMENT
 GA1063'ABOUT 2 INCHES BELOW THE SURFACE OF
 GA1063'THE GROUND AND IS STAMPED MORELOCK NO 2 1961.
 GA1063'
 GA1063'THE AZIMUTH MARK IS 24 FEET SOUTHEAST OF THE CENTER OF AN OILED ROAD,
 GA1063'22 FEET EAST OF POWER POLE
 GA1063'NO.  101, 21 FEET WEST OF A FENCE CORNER POST AT
 GA1063'THE NORTHWEST CORNER OF A GARDEN
 GA1063'PLOT, 2.2 FEET WEST OF A WITNESS
 GA1063'POST, AND 1.5 FEET NORTH OF A WOVEN WIRE FENCE
 GA1063'ALONG THE NORTH SIDE
 GA1063'OF A GARDEN PLOT.  IT IS A STANDARD DISK, SET IN A CONCRETE
 GA1063'MONUMENT THAT
 GA1063'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GA1063'STAMPED MORELOCK 1961.
 GA1063'
 GA1063'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GA1063
 GA1063                          STATION RECOVERY (1961)
 GA1063
 GA1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1063'5.2 MI E FROM BAILEYTON.
 GA1063'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 5.15 MILES EAST ON
 GA1063'ROMEO ROAD TO THE T JUNCTION OF A GRAVELED FARM LANE TO THE LEFT,
 GA1063'TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE TOP OF A LOW RISE AND
 GA1063'THE STATION ON THE RIGHT.  74 FT. NORTHWEST OF A LONE CEDAR TREE,
 GA1063'22 FT. EAST OF THE CENTER OF THE FARM LANE AND 11.5 FT. EAST OF
 GA1063'A WITNESS SIGN AND WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GA1063'CONCRETE POST THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1061 ***********************************************************************
 GA1061  DESIGNATION -  MORELOCK AZ MK
 GA1061  PID         -  GA1061
 GA1061  STATE/COUNTY-  TN/GREENE
 GA1061  USGS QUAD   -  BAILEYTON (1971)
 GA1061
 GA1061                         *CURRENT SURVEY CONTROL
 GA1061  ___________________________________________________________________
 GA1061* NAD 83(1986)-  36 21 17.     (N)    082 45 14.     (W)     SCALED    
 GA1061* NAVD 88     -       379.369  (meters)    1244.65   (feet)  ADJUSTED  
 GA1061  ___________________________________________________________________
 GA1061  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1061  DYNAMIC HT  -         379.016 (meters)    1243.49  (feet)  COMP
 GA1061  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 GA1061
 GA1061  VERT ORDER  -  SECOND    CLASS 0
 GA1061
 GA1061.The horizontal coordinates were scaled from a topographic map and have
 GA1061.an estimated accuracy of +/- 6 seconds.
 GA1061
 GA1061.The orthometric height was determined by differential leveling
 GA1061.and adjusted by the National Geodetic Survey in June 1991..
 GA1061
 GA1061.The geoid height was determined by GEOID03.
 GA1061
 GA1061.The dynamic height is computed by dividing the NAVD 88
 GA1061.geopotential number by the normal gravity value computed on the
 GA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1061.degrees latitude (g = 980.6199 gals.).
 GA1061
 GA1061.The modeled gravity was interpolated from observed gravity values.
 GA1061
 GA1061;                    North         East    Units  Estimated Accuracy
 GA1061;SPC TN       -   229,110.      891,310.      MT  (+/- 180 meters Scaled)
 GA1061
 GA1061                          SUPERSEDED SURVEY CONTROL
 GA1061
 GA1061  NGVD 29 (??/??/92)  379.506  (m)         1245.10   (f) ADJ UNCH    2 0
 GA1061
 GA1061.Superseded values are not recommended for survey control.
 GA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1061.See file dsdata.txt to determine how the superseded data were derived.
 GA1061
 GA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA426247(NAD 83)
 GA1061_MARKER: DZ = AZIMUTH MARK DISK
 GA1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1061_STAMPING: MORELOCK 1961
 GA1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1061+STABILITY: SURFACE MOTION
 GA1061
 GA1061  HISTORY     - Date     Condition        Report By
 GA1061  HISTORY     - 1961     MONUMENTED       CGS
 GA1061
 GA1061                          STATION DESCRIPTION
 GA1061
 GA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1061'5 MI E FROM BAILEYTON.
 GA1061'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 5.0 MILES EAST ON
 GA1061'ROMEO ROAD TO THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTH.
 GA1061'THE AZIMUTH MARK IS ABOUT 0.05 MILE EAST OF THE T JUNCTION, 24
 GA1061'FT. SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 22 FT. EAST OF
 GA1061'POWER POLE NO. 101, 21 FT. EAST OF A FENCE CORNER POST AT THE
 GA1061'NORTHWEST CORNER OF A GARDEN PLOT, 2.2 FT. WEST OF A WITNESS SIGN,
 GA1061'AND 1.5 FT. NORTH OF A WOVEN WIRE FENCE ALONG THE NORTH SIDE OF
 GA1061'A GARDEN PLOT.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1061'3 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1062 ***********************************************************************
 GA1062  DESIGNATION -  MORELOCK RM 1
 GA1062  PID         -  GA1062
 GA1062  STATE/COUNTY-  TN/GREENE
 GA1062  USGS QUAD   -  BAILEYTON (1971)
 GA1062
 GA1062                         *CURRENT SURVEY CONTROL
 GA1062  ___________________________________________________________________
 GA1062* NAD 83(1986)-  36 21 27.     (N)    082 45 07.     (W)     SCALED    
 GA1062* NAVD 88     -       394.773  (meters)    1295.18   (feet)  ADJUSTED  
 GA1062  ___________________________________________________________________
 GA1062  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1062  DYNAMIC HT  -         394.405 (meters)    1293.98  (feet)  COMP
 GA1062  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA1062
 GA1062  VERT ORDER  -  SECOND    CLASS 0
 GA1062
 GA1062.The horizontal coordinates were scaled from a topographic map and have
 GA1062.an estimated accuracy of +/- 6 seconds.
 GA1062
 GA1062.The orthometric height was determined by differential leveling
 GA1062.and adjusted by the National Geodetic Survey in June 1991..
 GA1062
 GA1062.The geoid height was determined by GEOID03.
 GA1062
 GA1062.The dynamic height is computed by dividing the NAVD 88
 GA1062.geopotential number by the normal gravity value computed on the
 GA1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1062.degrees latitude (g = 980.6199 gals.).
 GA1062
 GA1062.The modeled gravity was interpolated from observed gravity values.
 GA1062
 GA1062;                    North         East    Units  Estimated Accuracy
 GA1062;SPC TN       -   229,420.      891,470.      MT  (+/- 180 meters Scaled)
 GA1062
 GA1062                          SUPERSEDED SURVEY CONTROL
 GA1062
 GA1062  NGVD 29 (??/??/92)  394.911  (m)         1295.64   (f) ADJ UNCH    2 0
 GA1062
 GA1062.Superseded values are not recommended for survey control.
 GA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1062.See file dsdata.txt to determine how the superseded data were derived.
 GA1062
 GA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA428250(NAD 83)
 GA1062_MARKER: DR = REFERENCE MARK DISK
 GA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1062_STAMPING: MORELOCK NO 1 1961
 GA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1062+STABILITY: SURFACE MOTION
 GA1062
 GA1062  HISTORY     - Date     Condition        Report By
 GA1062  HISTORY     - 1961     MONUMENTED       CGS
 GA1062
 GA1062                          STATION DESCRIPTION
 GA1062
 GA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1062'5.2 MI E FROM BAILEYTON.
 GA1062'THIS MARK IS LOCATED AT THE MORELOCK 1961 STATION SITE, 52.7 FT.
 GA1062'SOUTHEAST OF THE STATION MARK, 50 FT. EAST OF A WIRE FENCE, 21 FT.
 GA1062'NORTHWEST OF A LONE CEDAR TREE AND 1 FT. BELOW THE LEVEL OF THE
 GA1062'STATION.  THE DISK IS SET IN TOP OF A CONCRETE POST 2 INCHES
 GA1062'BELOW THE SURFACE OF THE GROUND.  NOTE-- SEE DESCRIPTION FOR
 GA1062'STATION MORELOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1064 ***********************************************************************
 GA1064  DESIGNATION -  MORELOCK RM 2
 GA1064  PID         -  GA1064
 GA1064  STATE/COUNTY-  TN/GREENE
 GA1064  USGS QUAD   -  BAILEYTON (1971)
 GA1064
 GA1064                         *CURRENT SURVEY CONTROL
 GA1064  ___________________________________________________________________
 GA1064* NAD 83(1986)-  36 21 27.     (N)    082 45 07.     (W)     SCALED    
 GA1064* NAVD 88     -       394.934  (meters)    1295.71   (feet)  ADJUSTED  
 GA1064  ___________________________________________________________________
 GA1064  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1064  DYNAMIC HT  -         394.566 (meters)    1294.51  (feet)  COMP
 GA1064  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA1064
 GA1064  VERT ORDER  -  SECOND    CLASS 0
 GA1064
 GA1064.The horizontal coordinates were scaled from a topographic map and have
 GA1064.an estimated accuracy of +/- 6 seconds.
 GA1064
 GA1064.The orthometric height was determined by differential leveling
 GA1064.and adjusted by the National Geodetic Survey in June 1991..
 GA1064
 GA1064.The geoid height was determined by GEOID03.
 GA1064
 GA1064.The dynamic height is computed by dividing the NAVD 88
 GA1064.geopotential number by the normal gravity value computed on the
 GA1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1064.degrees latitude (g = 980.6199 gals.).
 GA1064
 GA1064.The modeled gravity was interpolated from observed gravity values.
 GA1064
 GA1064;                    North         East    Units  Estimated Accuracy
 GA1064;SPC TN       -   229,420.      891,470.      MT  (+/- 180 meters Scaled)
 GA1064
 GA1064                          SUPERSEDED SURVEY CONTROL
 GA1064
 GA1064  NGVD 29 (??/??/92)  395.072  (m)         1296.17   (f) ADJ UNCH    2 0
 GA1064
 GA1064.Superseded values are not recommended for survey control.
 GA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1064.See file dsdata.txt to determine how the superseded data were derived.
 GA1064
 GA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA428250(NAD 83)
 GA1064_MARKER: DR = REFERENCE MARK DISK
 GA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1064_STAMPING: MORELOCK NO 2 1961
 GA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1064+STABILITY: SURFACE MOTION
 GA1064
 GA1064  HISTORY     - Date     Condition        Report By
 GA1064  HISTORY     - 1961     MONUMENTED       CGS
 GA1064
 GA1064                          STATION DESCRIPTION
 GA1064
 GA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1064'5.2 MI E FROM BAILEYTON.
 GA1064'THIS MARK IS LOCATED AT THE MORELOCK 1961 STATION SITE, 87.4 FT.
 GA1064'SOUTHWEST OF THE STATION MARK, 113 FT. SOUTH OF A WIRE FENCE AND
 GA1064'48 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1064'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- SEE
 GA1064'DESCRIPTION FOR STATION MORELOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1490 ***********************************************************************
 FE1490  DESIGNATION -  MORIAH
 FE1490  PID         -  FE1490
 FE1490  STATE/COUNTY-  TN/SHELBY
 FE1490  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1490
 FE1490                         *CURRENT SURVEY CONTROL
 FE1490  ___________________________________________________________________
 FE1490* NAD 83(1995)-  35 05 00.63340(N)    089 53 36.27113(W)     ADJUSTED  
 FE1490* NAVD 88     -        89.100  (meters)     292.32   (feet)  ADJUSTED  
 FE1490  ___________________________________________________________________
 FE1490  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE1490  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1490  DYNAMIC HT  -          89.018 (meters)     292.05  (feet)  COMP
 FE1490  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FE1490
 FE1490  HORZ ORDER  -  SECOND
 FE1490  VERT ORDER  -  SECOND    CLASS 0
 FE1490
 FE1490.The horizontal coordinates were established by classical geodetic methods
 FE1490.and adjusted by the National Geodetic Survey in April 1999..
 FE1490
 FE1490.The orthometric height was determined by differential leveling
 FE1490.and adjusted by the National Geodetic Survey in June 1991..
 FE1490
 FE1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1490
 FE1490.The geoid height was determined by GEOID03.
 FE1490
 FE1490.The dynamic height is computed by dividing the NAVD 88
 FE1490.geopotential number by the normal gravity value computed on the
 FE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1490.degrees latitude (g = 980.6199 gals.).
 FE1490
 FE1490.The modeled gravity was interpolated from observed gravity values.
 FE1490
 FE1490;                    North         East     Units Scale Factor Converg.
 FE1490;SPC TN       -    90,295.027   245,021.064   MT  1.00003355   -2 16 45.7
 FE1490;SPC TN       -   296,242.93    803,873.27   sFT  1.00003355   -2 16 45.7
 FE1490;UTM  16      - 3,886,134.360   236,201.848   MT  1.00045774   -1 39 50.4
 FE1490
 FE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1490!SPC TN       -   0.99999032  x   1.00003355  =   1.00002387
 FE1490!UTM  16      -   0.99999032  x   1.00045774  =   1.00044805
 FE1490
 FE1490:                Primary Azimuth Mark                     Grid Az
 FE1490:SPC TN       -  TS H 1                                   021 08 35.0
 FE1490:UTM  16      -  TS H 1                                   020 31 39.7
 FE1490
 FE1490|---------------------------------------------------------------------|
 FE1490| PID    Reference Object                     Distance      Geod. Az  |
 FE1490|                                                           dddmmss.s |
 FE1490| FE2570 TS H 1                              APPROX. 1.3 KM 0185149.3 |
 FE1490| FE1491 MORIAH RM 1                          23.934 METERS 05718     |
 FE1490| FE1492 MORIAH RM 2                          64.511 METERS 12649     |
 FE1490|---------------------------------------------------------------------|
 FE1490
 FE1490                          SUPERSEDED SURVEY CONTROL
 FE1490
 FE1490  NAD 83(1995)-  35 05 00.63526(N)    089 53 36.26967(W) AD(       ) 2
 FE1490  NAD 83(1995)-  35 05 00.63789(N)    089 53 36.27083(W) AD(       ) 2
 FE1490  NAD 83(1986)-  35 05 00.64339(N)    089 53 36.27159(W) AD(       ) 2
 FE1490  NAD 27      -  35 05 00.31750(N)    089 53 35.96020(W) AD(       ) 2
 FE1490  NGVD 29 (??/??/??)   89.069  (m)          292.22   (f) ADJUSTED    2 0
 FE1490
 FE1490.Superseded values are not recommended for survey control.
 FE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1490.See file dsdata.txt to determine how the superseded data were derived.
 FE1490
 FE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3620286134(NAD 83)
 FE1490_MARKER: DE = TRAVERSE STATION DISK
 FE1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1490_SP_SET: BRIDGE
 FE1490_STAMPING: MORIAH 1959
 FE1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1490
 FE1490  HISTORY     - Date     Condition        Report By
 FE1490  HISTORY     - 1959     MONUMENTED       CGS
 FE1490  HISTORY     - 1959     GOOD             CGS
 FE1490  HISTORY     - 19940912 MARK NOT FOUND   TN1620
 FE1490
 FE1490                          STATION DESCRIPTION
 FE1490
 FE1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1490'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE MAIN
 FE1490'BUSINESS CENTER OF MEMPHIS AND ON THE MT. MORIAH ROAD AND EXPRESS
 FE1490'HIGHWAY INTERCHANGE, WHICH IS NOW UNDER CONSTRUCTION.
 FE1490'
 FE1490'TO REACH THE STATION FROM THE T-INTERSECTION OF WHITE STATION ROAD
 FE1490'AND POPLAR AVENUE, GO WESTERLY ON POPLAR AVENUE FOR 0.45 MILE, TURN
 FE1490'LEFT AND GO SOUTH ON MT. MORIAH ROAD FOR 1.9 MILES TO THE
 FE1490'INTERSECTION OF WILLOW ROAD, CONTINUE SOUTHEAST ON MT.
 FE1490'MORIAH ROAD FOR 0.25 MILE TO BRIDGE AND STATION AS DESCRIBED.
 FE1490'
 FE1490'THE STATION IS A STANDARD TRAVERSE STATION DISK, STAMPED MORIAH 1959,
 FE1490'WHICH IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE
 FE1490'CONCRETE WALK-WAY OF BRIDGE.  IT IS 62 FEET EAST-NORTHEAST OF THE
 FE1490'SOUTHWEST WING WALL OF BRIDGE, 33 FEET SOUTHWEST OF THE CENTER OF
 FE1490'BRIDGE AND 2.5 FEET NORTHEAST OF THE SOUTH GUARD RAIL.
 FE1490'
 FE1490'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED MORIAH NO
 FE1490'1 1959, WHICH IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE
 FE1490'OF THE CONCRETE WALK-WAY OF BRIDGE.  IT IS 29 FEET EAST-SOUTHEAST OF
 FE1490'THE NORTHWEST WING WALL OF BRIDGE, 41 FEET NORTHEAST OF THE CENTER OF
 FE1490'BRIDGE AND 3 FEET SOUTH-SOUTHEAST OF THE NORTH GUARD RAIL.
 FE1490'
 FE1490'REFERENCE MARK NO. 2 IS A STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS
 FE1490'DISK, NO STAMPING AT PRESENT.  IT IS CEMENTED IN THE CONCRETE
 FE1490'WALK-WAY OF BRIDGE, FLUSH WITH THE SURFACE OF WALK-WAY.  THE MARK IS
 FE1490'29.5 FEET SOUTHWEST OF THE CENTER OF BRIDGE, 7.6 FEET NORTHEAST
 FE1490'OF THE SOUTH OUTER EDGE OF BRIDGE AND 2 FEET WEST OF THE EAST EDGE OF
 FE1490'BRIDGE.
 FE1490'
 FE1490'NO AZIMUTH MARK WAS ESTABLISHED.
 FE1490
 FE1490                          STATION RECOVERY (1959)
 FE1490
 FE1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1490'IN MEMPHIS.
 FE1490'TO REACH THE STATION FROM THE T-INTERSECTION OF WHITE STATION
 FE1490'ROAD AND POPLAR AVENUE, GO WESTERLY ON POPLAR AVENUE FOR 0.45
 FE1490'MILE, TURN LEFT AND GO SOUTH ON MT. MORIAH ROAD FOR 1.9 MILES TO
 FE1490'THE INTERSECTION OF WILLOW ROAD, CONTINUE SOUTHEAST ON MT. MORIAH
 FE1490'ROAD FOR 0.25 MILE TO BRIDGE AND STATION SITE.  IT IS LOCATED
 FE1490'ABOUT 10 MILES EAST-SOUTHEAST OF THE MAIN BUSINESS CENTER OF
 FE1490'MEMPHIS AND ON THE MT. MORIAH ROAD AND EXPRESS HIGHWAY
 FE1490'INTERCHANGE, WHICH IS NOW UNDER CONSTRUCTION.  IT IS CEMENTED
 FE1490'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE WALK-WAY
 FE1490'OF BRIDGE, 62 FEET EAST-NORTHEAST OF THE SOUTHWEST WING WALL OF
 FE1490'BRIDGE, 33 FEET SOUTHWEST OF THE CENTER OF BRIDGE AND 2.5 FEET
 FE1490'NORTHEAST OF THE SOUTH GUARD RAIL.  IT IS 0.7 MILE WEST OF TS-G1.
 FE1490
 FE1490                          STATION RECOVERY (1994)
 FE1490
 FE1490'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1491 ***********************************************************************
 FE1491  DESIGNATION -  MORIAH RM 1
 FE1491  PID         -  FE1491
 FE1491  STATE/COUNTY-  TN/SHELBY
 FE1491  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1491
 FE1491                         *CURRENT SURVEY CONTROL
 FE1491  ___________________________________________________________________
 FE1491* NAD 83(1986)-  35 05 00.     (N)    089 53 35.     (W)     SCALED    
 FE1491* NAVD 88     -        89.120  (meters)     292.39   (feet)  ADJUSTED  
 FE1491  ___________________________________________________________________
 FE1491  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1491  DYNAMIC HT  -          89.037 (meters)     292.12  (feet)  COMP
 FE1491  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FE1491
 FE1491  VERT ORDER  -  SECOND    CLASS 0
 FE1491
 FE1491.The horizontal coordinates were scaled from a topographic map and have
 FE1491.an estimated accuracy of +/- 6 seconds.
 FE1491
 FE1491.The orthometric height was determined by differential leveling
 FE1491.and adjusted by the National Geodetic Survey in June 1991..
 FE1491
 FE1491.The geoid height was determined by GEOID03.
 FE1491
 FE1491.The dynamic height is computed by dividing the NAVD 88
 FE1491.geopotential number by the normal gravity value computed on the
 FE1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1491.degrees latitude (g = 980.6199 gals.).
 FE1491
 FE1491.The modeled gravity was interpolated from observed gravity values.
 FE1491
 FE1491;                    North         East    Units  Estimated Accuracy
 FE1491;SPC TN       -    90,270.      245,050.      MT  (+/- 180 meters Scaled)
 FE1491
 FE1491                          SUPERSEDED SURVEY CONTROL
 FE1491
 FE1491  NGVD 29 (??/??/??)   89.089  (m)          292.29   (f) ADJUSTED    2 0
 FE1491
 FE1491.Superseded values are not recommended for survey control.
 FE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1491.See file dsdata.txt to determine how the superseded data were derived.
 FE1491
 FE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD362861(NAD 83)
 FE1491_MARKER: DR = REFERENCE MARK DISK
 FE1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1491_SP_SET: BRIDGE
 FE1491_STAMPING: MORIAH NO 1 1959
 FE1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1491
 FE1491  HISTORY     - Date     Condition        Report By
 FE1491  HISTORY     - 1959     MONUMENTED       CGS
 FE1491  HISTORY     - 1959     GOOD             CGS
 FE1491  HISTORY     - 19940912 MARK NOT FOUND   TN1620
 FE1491
 FE1491                          STATION DESCRIPTION
 FE1491
 FE1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1491'IN MEMPHIS.
 FE1491'IT IS LOCATED AT THE MORIAH 1959 STATION SITE.  IT IS CEMENTED
 FE1491'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE WALK-WAY
 FE1491'OF BRIDGE.  IT IS 78.5 FEET NORTHEAST OF MORIAH 1959, 29 FEET
 FE1491'EAST-SOUTHEAST OF THE NORTHWEST WING WALL OF BRIDGE, 41 FEET
 FE1491'NORTHEAST OF THE CENTER OF BRIDGE AND 3 FEET SOUTH-SOUTHEAST OF
 FE1491'THE NORTH GUARD RAIL.
 FE1491
 FE1491                          STATION RECOVERY (1994)
 FE1491
 FE1491'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1492 ***********************************************************************
 FE1492  DESIGNATION -  MORIAH RM 2
 FE1492  PID         -  FE1492
 FE1492  STATE/COUNTY-  TN/SHELBY
 FE1492  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1492
 FE1492                         *CURRENT SURVEY CONTROL
 FE1492  ___________________________________________________________________
 FE1492* NAD 83(1986)-  35 04 59.     (N)    089 53 35.     (W)     SCALED    
 FE1492* NAVD 88     -        88.817  (meters)     291.39   (feet)  ADJUSTED  
 FE1492  ___________________________________________________________________
 FE1492  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1492  DYNAMIC HT  -          88.735 (meters)     291.12  (feet)  COMP
 FE1492  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FE1492
 FE1492  VERT ORDER  -  SECOND    CLASS 0
 FE1492
 FE1492.The horizontal coordinates were scaled from a topographic map and have
 FE1492.an estimated accuracy of +/- 6 seconds.
 FE1492
 FE1492.The orthometric height was determined by differential leveling
 FE1492.and adjusted by the National Geodetic Survey in June 1991..
 FE1492
 FE1492.The geoid height was determined by GEOID03.
 FE1492
 FE1492.The dynamic height is computed by dividing the NAVD 88
 FE1492.geopotential number by the normal gravity value computed on the
 FE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1492.degrees latitude (g = 980.6199 gals.).
 FE1492
 FE1492.The modeled gravity was interpolated from observed gravity values.
 FE1492
 FE1492;                    North         East    Units  Estimated Accuracy
 FE1492;SPC TN       -    90,240.      245,050.      MT  (+/- 180 meters Scaled)
 FE1492
 FE1492                          SUPERSEDED SURVEY CONTROL
 FE1492
 FE1492  NGVD 29 (??/??/??)   88.786  (m)          291.29   (f) ADJUSTED    2 0
 FE1492
 FE1492.Superseded values are not recommended for survey control.
 FE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1492.See file dsdata.txt to determine how the superseded data were derived.
 FE1492
 FE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD362860(NAD 83)
 FE1492_MARKER: DR = REFERENCE MARK DISK
 FE1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1492_SP_SET: BRIDGE
 FE1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1492
 FE1492  HISTORY     - Date     Condition        Report By
 FE1492  HISTORY     - UNK      MONUMENTED       TNHD
 FE1492  HISTORY     - 1959     GOOD             TNHD
 FE1492  HISTORY     - 19940912 MARK NOT FOUND   TN1620
 FE1492
 FE1492                          STATION DESCRIPTION
 FE1492
 FE1492'DESCRIBED BY TN HIGHWAY DEPT 1959
 FE1492'IN MEMPHIS.
 FE1492'IT IS LOCATED AT THE MORIAH 1959 STATION SITE.  IT IS CEMENTED
 FE1492'IN THE CONCRETE WALK-WAY OF BRIDGE, FLUSH WITH THE SURFACE OF
 FE1492'WALK-WAY.  IT IS 211.6 FEET SOUTHWEST OF MORIAH 1959, 29.5 FEET
 FE1492'SOUTHWEST OF THE CENTER OF BRIDGE, 7.6 FEET NORTHEAST OF THE
 FE1492'SOUTH OUTER EDGE OF BRIDGE AND 2 FEET WEST OF THE EAST EDGE OF
 FE1492'BRIDGE.
 FE1492
 FE1492                          STATION RECOVERY (1994)
 FE1492
 FE1492'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2547 ***********************************************************************
 FE2547  DESIGNATION -  MORRIS LOT
 FE2547  PID         -  FE2547
 FE2547  STATE/COUNTY-  TN/FAYETTE
 FE2547  USGS QUAD   -  EADS (1983)
 FE2547
 FE2547                         *CURRENT SURVEY CONTROL
 FE2547  ___________________________________________________________________
 FE2547* NAD 83(1995)-  35 07 40.14863(N)    089 37 31.33889(W)     ADJUSTED  
 FE2547* NAVD 88     -                                                        
 FE2547  ___________________________________________________________________
 FE2547  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FE2547  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2547
 FE2547  HORZ ORDER  -  THIRD
 FE2547
 FE2547.The horizontal coordinates were established by classical geodetic methods
 FE2547.and adjusted by the National Geodetic Survey in April 1999..
 FE2547
 FE2547
 FE2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2547
 FE2547.The geoid height was determined by GEOID03.
 FE2547
 FE2547;                    North         East     Units Scale Factor Converg.
 FE2547;SPC TN       -    94,268.881   269,629.605   MT  1.00002381   -2 07 20.8
 FE2547;SPC TN       -   309,280.49    884,609.80   sFT  1.00002381   -2 07 20.8
 FE2547;UTM  16      - 3,890,372.835   260,775.091   MT  1.00030536   -1 30 40.9
 FE2547
 FE2547                          SUPERSEDED SURVEY CONTROL
 FE2547
 FE2547  NAD 83(1995)-  35 07 40.15313(N)    089 37 31.33915(W) AD(       ) 4
 FE2547  NAD 83(1995)-  35 07 40.15340(N)    089 37 31.33985(W) AD(       ) 4
 FE2547  NAD 83(1986)-  35 07 40.16007(N)    089 37 31.33899(W) AD(       ) 4
 FE2547  NAD 27      -  35 07 39.83600(N)    089 37 31.04800(W) AD(       ) 3
 FE2547
 FE2547.Superseded values are not recommended for survey control.
 FE2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2547.See file dsdata.txt to determine how the superseded data were derived.
 FE2547
 FE2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6077590373(NAD 83)
 FE2547_MARKER: 57 = LOOKOUT TOWER
 FE2547
 FE2547  HISTORY     - Date     Condition        Report By
 FE2547  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2547
 FE2547                          STATION DESCRIPTION
 FE2547
 FE2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2547'THE STATION IS THE APEX OF THE ROOF OF THE OBSERVATION PLATFORM.  IT
 FE2547'IS ABOUT 6 MILES NORTH-NORTHEAST OF COLLIERVILLE, ABOUT 3 MILES
 FE2547'SOUTHEAST OF FISHERVILLE AND AT THE SOUTH EDGE OF THE FISHERVILLE
 FE2547'LAKE.
 FE2547'
 FE2547'THE LOOKOUT TOWER IS A 4 LEGGED STEEL STRUCTURE 93 FEET HIGH WITH AN
 FE2547'ENCLOSED OBSERVATION PLATFORM ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2537 ***********************************************************************
 FE2537  DESIGNATION -  MORRIS RESET
 FE2537  PID         -  FE2537
 FE2537  STATE/COUNTY-  TN/FAYETTE
 FE2537  USGS QUAD   -  OAKLAND (1983)
 FE2537
 FE2537                         *CURRENT SURVEY CONTROL
 FE2537  ___________________________________________________________________
 FE2537* NAD 83(1995)-  35 08 49.03692(N)    089 37 25.92910(W)     ADJUSTED  
 FE2537* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 FE2537  ___________________________________________________________________
 FE2537  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2537  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2537
 FE2537  HORZ ORDER  -  FIRST
 FE2537
 FE2537.The horizontal coordinates were established by classical geodetic methods
 FE2537.and adjusted by the National Geodetic Survey in April 1999..
 FE2537
 FE2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2537
 FE2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2537
 FE2537.The geoid height was determined by GEOID03.
 FE2537
 FE2537;                    North         East     Units Scale Factor Converg.
 FE2537;SPC TN       -    96,385.367   269,845.074   MT  1.00001978   -2 07 17.6
 FE2537;SPC TN       -   316,224.32    885,316.71   sFT  1.00001978   -2 07 17.6
 FE2537;UTM  16      - 3,892,492.097   260,968.044   MT  1.00030421   -1 30 40.4
 FE2537
 FE2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2537!SPC TN       -   0.99998294  x   1.00001978  =   1.00000272
 FE2537!UTM  16      -   0.99998294  x   1.00030421  =   1.00028714
 FE2537
 FE2537:                Primary Azimuth Mark                     Grid Az
 FE2537:SPC TN       -  MORRIS AZ MK                             010 25 43.7
 FE2537:UTM  16      -  MORRIS AZ MK                             009 49 06.5
 FE2537
 FE2537|---------------------------------------------------------------------|
 FE2537| PID    Reference Object                     Distance      Geod. Az  |
 FE2537|                                                           dddmmss.s |
 FE2537| CG4620 MORRIS AZ MK                                       0081826.1 |
 FE2537| FE2536 MACON RAD STA KID 58 MAST           APPROX.11.0 KM 0772033.0 |
 FE2537| FE2547 MORRIS LOT                          APPROX. 2.1 KM 1834129.1 |
 FE2537| CG4621 MORRIS RM 1                          56.960 METERS 19350     |
 FE2537| CG4623 MORRIS RM 3                          29.471 METERS 23403     |
 FE2537| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX.18.2 KM 2474714.7 |
 FE2537| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.13.4 KM 2610354.6 |
 FE2537| FE2553 MEMPHIS TV STA WKNO MAST            APPROX.18.1 KM 2723115.4 |
 FE2537| CG4622 MORRIS RM 2                           9.350 METERS 27627     |
 FE2537| CG4624 MORRIS RM 4                          28.152 METERS 32403     |
 FE2537|---------------------------------------------------------------------|
 FE2537
 FE2537                          SUPERSEDED SURVEY CONTROL
 FE2537
 FE2537  NAD 83(1995)-  35 08 49.03827(N)    089 37 25.92948(W) AD(       ) 1
 FE2537  NAD 83(1995)-  35 08 49.03918(N)    089 37 25.93003(W) AD(       ) 1
 FE2537  NAD 83(1986)-  35 08 49.04873(N)    089 37 25.92927(W) AD(       ) 1
 FE2537  NAD 27      -  35 08 48.72700(N)    089 37 25.64000(W) AD(       ) 1
 FE2537  NGVD 29 (07/19/86)  136.2    (m)          447.     (f) VERT ANG       
 FE2537
 FE2537.Superseded values are not recommended for survey control.
 FE2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2537.See file dsdata.txt to determine how the superseded data were derived.
 FE2537
 FE2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6096892492(NAD 83)
 FE2537_MARKER: DS = TRIANGULATION STATION DISK
 FE2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2537
 FE2537  HISTORY     - Date     Condition        Report By
 FE2537  HISTORY     - 1957     MONUMENTED       CGS
 FE2537  HISTORY     - 1989     MARK NOT FOUND   USE
 FE2537
 FE2537                          STATION DESCRIPTION
 FE2537
 FE2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2537'THE STATION MONUMENT WAS RECOVERED PROJECTING ABOUT 1 FOOT WITH THE
 FE2537'DISK MISSING.  THE UNDERGROUND MARK WAS FOUND 2 FEET BELOW THE
 FE2537'SURFACE AND DIRECTLY UNDER THE HOLE IN THE SURFACE MONUMENT.  A NEW
 FE2537'UNDERGROUND MARK WAS SET 3-1/2 FEET BELOW THE SURFACE AND A NEW
 FE2537'SURFACE MARK WAS SET 14 INCHES BELOW THE GROUND.  REFERENCE MARK 1
 FE2537'WAS FOUND IN POOR CONDITION WITH THE DISK MISSING AND IT WAS
 FE2537'DESTROYED.  REFERENCE MARK 2 WAS NOT RECOVERED.  AN AZIMUTH MARK AND
 FE2537'TWO NEW REFERENCE MARKS, NOS. 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 FE2537'A NEW DESCRIPTION FOLLOWS.
 FE2537'
 FE2537'THE STATION IS ABOUT 11.5 MILES NORTHEAST OF GEORGETOWN, 7.5 MILES
 FE2537'NORTH OF COLLIERVILLE, 2.5 MILES EAST OF FISHERVILLE AND ON PROPERTY
 FE2537'OWNED BY C.E. ISHEE.  IT IS 206 FEET NORTH-NORTHEAST OF A SMALL BUSHY
 FE2537'TREE, 94 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND
 FE2537'68 FEET EAST OF A FENCE.  THE MONUMENT IS 14 INCHES BELOW THE SURFACE
 FE2537'OF THE GROUND AND THE DISK IS STAMPED MORRIS 1914 1957.
 FE2537'
 FE2537'REFERENCE MARK 3 IS 1 FOOT EAST OF THE FENCE AND 27 FEET EAST OF THE
 FE2537'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2537'DISK IS STAMPED MORRIS NO 3 1914 1957.
 FE2537'
 FE2537'REFERENCE MARK 4 IS 1 FOOT EAST OF THE FENCE AND 27 FEET EAST OF THE
 FE2537'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2537'DISK IS STAMPED MORRIS NO 4 1914 1957.
 FE2537'
 FE2537'THE AZIMUTH MARK IS 2 FEET EAST OF A FENCE, 1 FOOT WEST OF A
 FE2537'POWERLINE POLE, 27 FEET EAST OF THE CENTERLINE OF A GRAVELED
 FE2537'ROAD AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2537'FLUSH AND THE DISK IS STAMPED MORRIS 1914 1957.
 FE2537'
 FE2537'TO REACH THE STATION FROM THE CROSSROADS IN FISHERVILLE, GO EAST ON
 FE2537'PAVED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 FE2537'SOUTH, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF
 FE2537'THE ROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE
 FE2537'STATION ON THE EAST SIDE OF THE ROAD.
 FE2537
 FE2537                          STATION RECOVERY (1989)
 FE2537
 FE2537'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE2537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3511 ***********************************************************************
 GA3511  DESIGNATION -  MORRISTOWN
 GA3511  PID         -  GA3511
 GA3511  STATE/COUNTY-  TN/HAMBLEN
 GA3511  USGS QUAD   -  MORRISTOWN (1979)
 GA3511
 GA3511                         *CURRENT SURVEY CONTROL
 GA3511  ___________________________________________________________________
 GA3511* NAD 83(1995)-  36 13 04.16469(N)    083 18 09.41919(W)     ADJUSTED  
 GA3511* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 GA3511  ___________________________________________________________________
 GA3511  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GA3511  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA3511
 GA3511  HORZ ORDER  -  THIRD
 GA3511
 GA3511.The horizontal coordinates were established by classical geodetic methods
 GA3511.and adjusted by the National Geodetic Survey in April 1999..
 GA3511
 GA3511.The orthometric height was scaled from a topographic map.
 GA3511
 GA3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3511
 GA3511.The geoid height was determined by GEOID03.
 GA3511
 GA3511;                    North         East     Units Scale Factor Converg.
 GA3511;SPC TN       -   212,426.416   842,497.680   MT  0.99997077   +1 34 45.0
 GA3511;SPC TN       -   696,935.67  2,764,094.47   sFT  0.99997077   +1 34 45.0
 GA3511;UTM  17      - 4,010,566.825   293,025.899   MT  1.00012785   -1 21 39.6
 GA3511
 GA3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3511!SPC TN       -   0.99993318  x   0.99997077  =   0.99990395
 GA3511!UTM  17      -   0.99993318  x   1.00012785  =   1.00006102
 GA3511
 GA3511|---------------------------------------------------------------------|
 GA3511| PID    Reference Object                     Distance      Geod. Az  |
 GA3511|                                                           dddmmss.s |
 GA3511| DB9779 MORRISTOWN RM 1                      23.777 METERS 14756     |
 GA3511| DB9780 MORRISTOWN RM 2                      14.082 METERS 21344     |
 GA3511| DB9778 MORRISTOWN AZ MK                                   2594812.2 |
 GA3511|---------------------------------------------------------------------|
 GA3511
 GA3511                          SUPERSEDED SURVEY CONTROL
 GA3511
 GA3511  NAD 83(1995)-  36 13 04.16946(N)    083 18 09.42337(W) AD(       ) 3
 GA3511  NAD 83(1995)-  36 13 04.17487(N)    083 18 09.42613(W) AD(       ) 3
 GA3511  NAD 83(1995)-  36 13 04.17096(N)    083 18 09.42230(W) AD(       ) 3
 GA3511  NAD 83(1986)-  36 13 04.17431(N)    083 18 09.42137(W) AD(       ) 3
 GA3511  NAD 27      -  36 13 03.83900(N)    083 18 09.79700(W) AD(       ) 3
 GA3511
 GA3511.Superseded values are not recommended for survey control.
 GA3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3511.See file dsdata.txt to determine how the superseded data were derived.
 GA3511
 GA3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9302610567(NAD 83)
 GA3511_MARKER: DS = TRIANGULATION STATION DISK
 GA3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3511
 GA3511  HISTORY     - Date     Condition        Report By
 GA3511  HISTORY     - 1934     MONUMENTED       CGS
 GA3511  HISTORY     - 1949     GOOD             TVA
 GA3511  HISTORY     - 1964     MARK NOT FOUND   CGS
 GA3511
 GA3511                          STATION DESCRIPTION
 GA3511
 GA3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3511'IN NORTHERN EDGE OF CITY OF MORRISTOWN, INSIDE WIRE FENCE ENCLOSING
 GA3511'GROUNDS AROUND NEW
 GA3511'WATER RESERVOIR, 20.24 FEET NORTHWEST OF NORTHEAST
 GA3511'CORNER OF RESEVOIR, AND 13.6 FEET
 GA3511'SOUTH OF NORTHWEST FENCE CORNER.
 GA3511'RESERVOIR IS AT HEAD OF JACKSON STREET, AND TRUCK
 GA3511'CAN BE DRIVEN TO
 GA3511'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GA3511'IN CONCRETE.
 GA3511'REFERENCE MARKS ARE STANDARD REFERENCE
 GA3511'DISKS.  NO. 1 IS IN TOP OF NORTH
 GA3511'WALL OF RESEVOIR, 78.01 FEET FROM
 GA3511'STATION S 32 DEG 04 MIN E. NO.  2
 GA3511'IS IN TOP OF WEST
 GA3511'WALL OF RESERVOIR, 46.20 FEET FROM STATION S 33 DEG 44 MIN W.
 GA3511'AZIMUTH
 GA3511'MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 GA3511'15 FEET SOUTH OF CENTER OF
 GA3511'ROAD, ACROSS ROAD FROM JOHN SHIPLEYS
 GA3511'HOME, AND 0.25 MILE FROM STATION S 79 DEG 48 MIN W.
 GA3511
 GA3511                          STATION RECOVERY (1949)
 GA3511
 GA3511'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3511'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  STATION DISK
 GA3511'IS STAMPED
 GA3511'MORRISTOWN 1934.  STEEL POST WITH CONTROL MARKER SIGN SET
 GA3511'AT STATION AND AZIMUTH MARK.
 GA3511'
 GA3511'REFERENCE MARK 1 IN TOP OF N WALL OF RESERVOIR, 98.20 FEET FROM
 GA3511'STATION.
 GA3511'
 GA3511'REFERENCE MARK 2 IN TOP OF W WALL OF RESERVOIR, 52.02 FEET FROM
 GA3511'STATION.
 GA3511'
 GA3511'STATION IS LOCATED IN THE N EDGE OF THE CITY OF MORRISTOWN.
 GA3511
 GA3511                          STATION RECOVERY (1964)
 GA3511
 GA3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GA3511'A COMPLETE AND EXTENDED SEARCH WAS MADE IN THE ATTEMPT TO RECOVER
 GA3511'THIS STATION.  HOWEVER, NO EVIDENCE OF THE STATION, REFERENCE MARK
 GA3511'NO. 1 OR REFERENCE MARK NO. 2 AS DESCRIBED IN EITHER THE ORIGINAL
 GA3511'1934 DESCRIPTION, OR THE 1949 RECOVERY NOTE, COULD BE FOUND.
 GA3511'THE ORIGINAL AZIMUTH MARK WAS RECOVERED.
 GA3511'
 GA3511'AN EXTENSION WAS BUILT ONTO THE RESERVOIR ON THE WEST SIDE AND A
 GA3511'CONCRETE ROOF WAS BUILT ONTO THE ENTIRE RESERVOIR IN THE EARLY
 GA3511'1950S.  THE OLD REFERENCE MARKS ARE NOW IN THE CONCRETE WALL
 GA3511'BETWEEN THE EXTENSION TO RAISE THE SIDES OF THE RESERVOIR AND
 GA3511'CANNOT BE USED OR RECOVERED.  CONSIDERABLE GRADING HAS BEEN DONE IN
 GA3511'THE AREA, AND IT IS PRESUMED THAT THE STATION MARK WAS DESTROYED
 GA3511'BY SUCH GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3658 ***********************************************************************
 GA3658  CBN         -  This is a Cooperative Base Network Control Station.
 GA3658  PACS        -  This is a Primary Airport Control Station.
 GA3658  DESIGNATION -  MORRPORT
 GA3658  PID         -  GA3658
 GA3658  STATE/COUNTY-  TN/HAMBLEN
 GA3658  USGS QUAD   -  TALBOTT (1980)
 GA3658
 GA3658                         *CURRENT SURVEY CONTROL
 GA3658  ___________________________________________________________________
 GA3658* NAD 83(1995)-  36 10 46.38553(N)    083 22 32.57389(W)     ADJUSTED  
 GA3658* NAVD 88     -       392.69   (meters)    1288.4    (feet)  GPS OBS   
 GA3658  ___________________________________________________________________
 GA3658  X           -     594,620.103 (meters)                     COMP
 GA3658  Y           -  -5,120,142.933 (meters)                     COMP
 GA3658  Z           -   3,744,504.986 (meters)                     COMP
 GA3658  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GA3658  ELLIP HEIGHT-         361.69  (meters)          (06/06/02) GPS OBS
 GA3658  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA3658
 GA3658  HORZ ORDER  -  B
 GA3658  ELLP ORDER  -  FIRST     CLASS II
 GA3658
 GA3658.This mark is at Moore-Murrell Airport (MOR)
 GA3658
 GA3658.The horizontal coordinates were established by GPS observations
 GA3658.and adjusted by the National Geodetic Survey in June 2002..
 GA3658
 GA3658.The orthometric height was determined by GPS observations and a
 GA3658.high-resolution geoid model.
 GA3658
 GA3658.GPS derived orthometric heights for airport stations designated as
 GA3658.PACS or SACS are published to 2 decimal places.  This maintains
 GA3658.centimeter relative accuracy between the PACS and SACS.  It does
 GA3658.not indicate centimeter accuracy relative to other marks which are
 GA3658.part of the NAVD 88 network.
 GA3658
 GA3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3658
 GA3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3658
 GA3658.The ellipsoidal height was determined by GPS observations
 GA3658.and is referenced to NAD 83.
 GA3658
 GA3658.The geoid height was determined by GEOID03.
 GA3658
 GA3658;                    North         East     Units Scale Factor Converg.
 GA3658;SPC TN       -   208,002.643   836,041.499   MT  0.99996653   +1 32 10.9
 GA3658;SPC TN       -   682,422.00  2,742,912.82   sFT  0.99996653   +1 32 10.9
 GA3658;UTM  17      - 4,006,479.262   286,350.160   MT  1.00016246   -1 24 10.6
 GA3658
 GA3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3658!SPC TN       -   0.99994324  x   0.99996653  =   0.99990977
 GA3658!UTM  17      -   0.99994324  x   1.00016246  =   1.00010569
 GA3658
 GA3658:                Primary Azimuth Mark                     Grid Az
 GA3658:SPC TN       -  MOR A                                    047 33 50.6
 GA3658:UTM  17      -  MOR A                                    050 30 12.1
 GA3658
 GA3658|---------------------------------------------------------------------|
 GA3658| PID    Reference Object                     Distance      Geod. Az  |
 GA3658|                                                           dddmmss.s |
 GA3658| DE5459 MOR A                               APPROX. 0.5 KM 0490601.5 |
 GA3658| GA3659 MORRPORT AZ MK                      499.732 METERS 2302429.8 |
 GA3658| GA1808 D 247                               126.274 METERS 25622     |
 GA3658|---------------------------------------------------------------------|
 GA3658
 GA3658                          SUPERSEDED SURVEY CONTROL
 GA3658
 GA3658  NAD 83(1995)-  36 10 46.38580(N)    083 22 32.57312(W) AD(       ) 3
 GA3658  ELLIP H (04/12/99)  361.64   (m)                       GP(       ) 4 1
 GA3658  NAD 83(1995)-  36 10 46.38911(N)    083 22 32.58023(W) AD(       ) 3
 GA3658  NAD 83(1995)-  36 10 46.38911(N)    083 22 32.58023(W) AD(       ) 3
 GA3658  NAD 83(1995)-  36 10 46.38867(N)    083 22 32.57975(W) AD(       ) 3
 GA3658  NGVD 29 (09/17/90)  392.8    (m)         1289.     (f) GPS OBS        
 GA3658
 GA3658.Superseded values are not recommended for survey control.
 GA3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3658.See file dsdata.txt to determine how the superseded data were derived.
 GA3658
 GA3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8635006479(NAD 83)
 GA3658_MARKER: I = METAL ROD
 GA3658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3658_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3658_STAMPING: MORRPORT 1987
 GA3658_MARK LOGO: NGS   
 GA3658_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3658+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 GA3658
 GA3658  HISTORY     - Date     Condition        Report By
 GA3658  HISTORY     - 1987     MONUMENTED       NGS
 GA3658  HISTORY     - 19881209 GOOD
 GA3658  HISTORY     - 19890607 GOOD             NGS
 GA3658  HISTORY     - 20020118 GOOD             NGS
 GA3658  HISTORY     - 20020118 GOOD             NGS
 GA3658  HISTORY     - 20031010 GOOD             TNDT
 GA3658  HISTORY     - 20050726 GOOD             CAS
 GA3658
 GA3658                          STATION DESCRIPTION
 GA3658
 GA3658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3658'FROM THE JUNCTION OF US HIGHWAY 11E NORTH AND STATE HIGHWAY 342 ABOUT
 GA3658'5.0 MILES SOUTHWEST OF MORRISTOWN, GO 0.25 MILE EAST ALONG STATE
 GA3658'HIGHWAY 342 TO THE JUNCTION OF OLD HIGHWAY 11E, THENCE 0.80 MILE
 GA3658'NORTHEAST ALONG OLD HIGHWAY 11E TO THE JUNCTION OF AIRPORT ENTRANCE
 GA3658'ROAD, THENCE 0.1 MILE SOUTHEAST TO THE MORRISTOWN AIRPORT OFFICE
 GA3658'BUILDING ABOUT 200 FEET SOUTHEAST ACROSS TAXIWAY FROM OFFICE BUILDING
 GA3658'TO MARK BETWEEN RUNWAY AND TAXIWAY, A 3-D MARK, A STAINLESS
 GA3658'STEEL ROD DRIVEN 24.0 FEET TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED
 GA3658'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCHES PVC
 GA3658'PIPE WITH LOGO CAP AND ---STAMPED MORRPORT 1987 RECESSED 1 INCH BELOW
 GA3658'GROUND, WITH A REBAR IN CONCRETE, 46.5 FEET EAST OF A PIPE CULVERT
 GA3658'WITH A THIN HEADWALL, 51.0 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 GA3658'TAXIWAY, 46.5 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY, AND 1.6 FEET
 GA3658'SOUTHWEST OF A FIBERGLASS WITNESS POST. ALSO 0.3 MILE NORTHEAST OF
 GA3658'MORRPORT AZ MK.
 GA3658
 GA3658                          STATION RECOVERY (1988)
 GA3658
 GA3658'RECOVERED 1988
 GA3658'RECOVERED IN GOOD CONDITION.
 GA3658
 GA3658                          STATION RECOVERY (1989)
 GA3658
 GA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3658'THE STATION IS LOCATED MIDFIELD BETWEEN THE RUNWAY AND TAXIWAY AT
 GA3658'MOORE-MURRELL AIRPORT.  THE STATION IS 97.1 FEET (29.6 M) NORTHWEST OF
 GA3658'THE CENTERLINE OF RUNWAY 5-23, 112.9 FEET (34.4 M) NORTHEAST OF THE
 GA3658'SECOND RUNWAY LIGHT SOUTHWEST OF THE DIAGONAL TAXIWAY, 44.4 FEET (13.5
 GA3658'M) SOUTHEAST OF THE SOUTHEAST CORNER OF BOX CULVERT, 97.3 FEET (29.7
 GA3658'M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 66.2 FEET (20.2 M)
 GA3658'SOUTHWEST OF THE CENTERLINE OF THE DIAGONAL TAXIWAY, AND 79.3 FEET
 GA3658'(24.2 M) NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE DIAGONAL
 GA3658'TAXIWAY.  THE STATION IS ON LINE WITH THE AIRPORT ENTRANCE ROAD AND
 GA3658'THE AIRPORT DEDICATION MONUMENT.  THE STATION IS AN NGS STAINLESS
 GA3658'STEEL ROD ENCASED IN A STANDARD FLANGE COVER STAMPED MORRPORT 1987.
 GA3658
 GA3658                          STATION RECOVERY (2002)
 GA3658
 GA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3658'THIS STATION IS LOCATED MID FIELD BETWEEN THE RUNWAY AND TAXIWAY AT
 GA3658'THE
 GA3658'MOORE-MURRELL AIRPORT.  THIS AIRPORT IS LOCATED ABOUT 5 MILES
 GA3658'SOUTHWEST OF
 GA3658'MORRISTOWN  ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE CITY OF MORRISTOWN.
 GA3658'AIRPORT
 GA3658'MANAGER IS EVELYN BRYAN JOHNSON P.O. BOX 1013, MORRISTOWN, TENNESSEE
 GA3658'37816, PHONE
 GA3658'(615)  586 2483  586 2483.  PERMISSION SHOULD BE OBTAINED FROM ON
 GA3658'SIGHT AIRPORT PERSONNEL
 GA3658'BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 GA3658' 
 GA3658'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 GA3658'U.S. HWY 11E, GO
 GA3658'SOUTHEAST ON U.S. OLD HIGHWAY 11 FOR 0.45 MILES TO AIRPORT ENTRANCE
 GA3658'ROAD.   TURN LEFT,
 GA3658'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN
 GA3658'LEFT, NORTHEAST, ON
 GA3658'PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTH, ON
 GA3658'THE RAMP TO THE
 GA3658'PARALLEL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON PARLLEL TAXIWAY FOR 0.1
 GA3658'MILES TO STATION  IN
 GA3658'GRASS AREA ON LEFT.
 GA3658' 
 GA3658'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS ROD IN A 2.5 CM
 GA3658'GREASE FILLED SLEEVE
 GA3658'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 GA3658'CONCRETE SET
 GA3658'FLUSH WITH THE GROUND.  IT IS 97.1 FEET (29.6 M) NORTHWEST OF THE
 GA3658'CENTERLINE OF RUNWAY
 GA3658'5-23, 112.9 FEET (34.4 M) NORTHEAST OF THE SECOND RUNWAY LIGHT
 GA3658'SOUTHWEST OF THE DIAGONAL
 GA3658'TAXIWAY, 44.4 FEET (13.5 METERS) SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA3658'BOX CULVERT, 97.3
 GA3658'FEET (29.7METERS SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 66.2 FEET
 GA3658'(20.2 METERS)
 GA3658'SOUTHWEST OF THE CENTERLINE OF THE DIAGONAL TAXIWAY, AND 79.3 FEET
 GA3658'(24.2 METERS)
 GA3658'NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE DIAGONAL TAXIWAY.
 GA3658'THE STATION
 GA3658'IS ON LINE WITH THE AIRPORT ENTRANCE ROAD AND THE AIRPORT DEDICATION
 GA3658'MONUMENT.
 GA3658' 
 GA3658'THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 GA3658'STATION (PACS).
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658'
 GA3658
 GA3658                          STATION RECOVERY (2002)
 GA3658
 GA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3658'RECOVERED AS DESCRIBED.
 GA3658
 GA3658                          STATION RECOVERY (2003)
 GA3658
 GA3658'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3658'RECOVERED IN GOOD CONDITION.
 GA3658
 GA3658                          STATION RECOVERY (2005)
 GA3658
 GA3658'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA3658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3659 ***********************************************************************
 GA3659  SACS        -  This is a Secondary Airport Control Station.
 GA3659  DESIGNATION -  MORRPORT AZ MK
 GA3659  PID         -  GA3659
 GA3659  STATE/COUNTY-  TN/HAMBLEN
 GA3659  USGS QUAD   -  TALBOTT (1980)
 GA3659
 GA3659                         *CURRENT SURVEY CONTROL
 GA3659  ___________________________________________________________________
 GA3659* NAD 83(1995)-  36 10 36.05248(N)    083 22 47.98422(W)     ADJUSTED  
 GA3659* NAVD 88     -       395.67   (meters)    1298.1    (feet)  GPS OBS   
 GA3659  ___________________________________________________________________
 GA3659  X           -     594,259.522 (meters)                     COMP
 GA3659  Y           -  -5,120,376.504 (meters)                     COMP
 GA3659  Z           -   3,744,249.652 (meters)                     COMP
 GA3659  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GA3659  ELLIP HEIGHT-         364.68  (meters)          (06/06/02) GPS OBS
 GA3659  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA3659
 GA3659  HORZ ORDER  -  FIRST
 GA3659  ELLP ORDER  -  THIRD     CLASS II
 GA3659
 GA3659.This mark is at Moore-Murrell Airport (MOR)
 GA3659
 GA3659.The horizontal coordinates were established by GPS observations
 GA3659.and adjusted by the National Geodetic Survey in June 2002..
 GA3659
 GA3659.The orthometric height was determined by GPS observations and a
 GA3659.high-resolution geoid model.
 GA3659
 GA3659.GPS derived orthometric heights for airport stations designated as
 GA3659.PACS or SACS are published to 2 decimal places.  This maintains
 GA3659.centimeter relative accuracy between the PACS and SACS.  It does
 GA3659.not indicate centimeter accuracy relative to other marks which are
 GA3659.part of the NAVD 88 network.
 GA3659
 GA3659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3659
 GA3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3659
 GA3659.The ellipsoidal height was determined by GPS observations
 GA3659.and is referenced to NAD 83.
 GA3659
 GA3659.The geoid height was determined by GEOID03.
 GA3659
 GA3659;                    North         East     Units Scale Factor Converg.
 GA3659;SPC TN       -   207,673.958   835,665.093   MT  0.99996623   +1 32 01.9
 GA3659;SPC TN       -   681,343.64  2,741,677.89   sFT  0.99996623   +1 32 01.9
 GA3659;UTM  17      - 4,006,170.249   285,957.318   MT  1.00016453   -1 24 19.4
 GA3659
 GA3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3659!SPC TN       -   0.99994277  x   0.99996623  =   0.99990900
 GA3659!UTM  17      -   0.99994277  x   1.00016453  =   1.00010729
 GA3659
 GA3659:                Primary Azimuth Mark                     Grid Az
 GA3659:SPC TN       -  MORRPORT                                 048 52 18.8
 GA3659:UTM  17      -  MORRPORT                                 051 48 40.1
 GA3659
 GA3659|---------------------------------------------------------------------|
 GA3659| PID    Reference Object                     Distance      Geod. Az  |
 GA3659|                                                           dddmmss.s |
 GA3659| GA3658 MORRPORT                            499.732 METERS 0502420.7 |
 GA3659|---------------------------------------------------------------------|
 GA3659
 GA3659                          SUPERSEDED SURVEY CONTROL
 GA3659
 GA3659  NAD 83(1995)-  36 10 36.05235(N)    083 22 47.98328(W) AD(       ) 3
 GA3659  ELLIP H (04/12/99)  364.63   (m)                       GP(       ) 4 1
 GA3659  NAD 83(1995)-  36 10 36.05563(N)    083 22 47.99039(W) AD(       ) 3
 GA3659  NAD 83(1995)-  36 10 36.05563(N)    083 22 47.99039(W) AD(       ) 3
 GA3659  NAD 83(1995)-  36 10 36.05523(N)    083 22 47.98991(W) AD(       ) 3
 GA3659  NGVD 29 (09/17/90)  395.8    (m)         1299.     (f) GPS OBS        
 GA3659
 GA3659.Superseded values are not recommended for survey control.
 GA3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3659.See file dsdata.txt to determine how the superseded data were derived.
 GA3659
 GA3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8595706170(NAD 83)
 GA3659_MARKER: I = METAL ROD
 GA3659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3659_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3659_STAMPING: MORRPORT AZ MK 1987
 GA3659_MARK LOGO: NGS   
 GA3659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GA3659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3659+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 GA3659
 GA3659  HISTORY     - Date     Condition        Report By
 GA3659  HISTORY     - 1987     MONUMENTED       NGS
 GA3659  HISTORY     - 19881209 GOOD
 GA3659  HISTORY     - 19890607 GOOD             NGS
 GA3659  HISTORY     - 20010418 GOOD             NGS
 GA3659
 GA3659                          STATION DESCRIPTION
 GA3659
 GA3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3659'FROM THE JUNCTION OF US HIGHWAY 11E NORTH AND STATE HIGHWAY 34.2,
 GA3659'ABOUT 5.0 MILES SOUTHWEST OF MORRISTOWN, GO 0.25 MILE EAST ALONG STATE
 GA3659'HIGHWAY 342 TO THE JUNCTION OF OLD HIGHWAY 11E, THENCE 0.80 MILE
 GA3659'NORTHEAST ALONG OLD HIGHWAY 11E TO THE JUNCTION OF AIRPORT ENTRANCE
 GA3659'ROAD, THENCE 0.1 MILE SOUTHEAST TO THE MORRISTOWN AIRPORT OFFICE
 GA3659'BUILDING, THENCE 0.3 MILE SOUTHWEST ALONG TAXIWAY TO THE MARK NEAR 2
 GA3659'VASI, AND JUST PAST A TAXIWAY CROSSOVER, A 3-D MARK, A STAINLESS
 GA3659'STEEL ROD DRIVEN 18.0 FEET TO REFUSAL 3 INCHES BELOW GROUND, ENCASED
 GA3659'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE
 GA3659'WITH LOGO CAP AND ---STAMPED MORRPORT AZ MK 1987, FLUSH WITH GROUD
 GA3659'WITH A REBAR IN CONCRETE, 43.0 FEET NORTHEAST OF THE NORTHERN ONE OF
 GA3659'2 VASI, 54.0 FEET SOUTHEAST OF SOUTHEAST EDGE OF NORTHEAST-SOUTHWEST
 GA3659'TAXIWAY, 74.0 FEET NORTHWEST OF NORTHWEST EDGE OF NORTHEAST-SOUTHWEST
 GA3659'RUNWAY, 36.0 FEET SOUTHWEST OF SOUTHWEST EDGE OF NORTHWEST-SOUTHEAST
 GA3659'TAXIWAY CROSSOVER AND 1.5 FEET NORTH OF A FIBERGLASS WITNESS POST.
 GA3659'ALSO 0.3 MILE SOUTHWEST OF MORRPORT.
 GA3659
 GA3659                          STATION RECOVERY (1988)
 GA3659
 GA3659'RECOVERED 1988
 GA3659'RECOVERED IN GOOD CONDITION.
 GA3659
 GA3659                          STATION RECOVERY (1989)
 GA3659
 GA3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3659'THE STATION IS LOCATED TOWARDS THE WEST END OF MOORE-MURRELL AIRPORT.
 GA3659'THE STATION IS 125.2 FEET (38.2 M) NORTHWEST OF THE CENTERLINE OF
 GA3659'RUNWAY 5-23, 40.5 FEET (12.3 M) NORTHEAST OF THE NORTHEAST CORNER OF
 GA3659'VASI, 75.8 FEET (23.1 M) SOUTH OF THE EAST CENTERLINE OF TAXIWAY, 57.9
 GA3659'FEET (17.6 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 66.6
 GA3659'FEET (20.3 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTHWEST OF TAXIWAY.
 GA3659'THE STATION IS 1198.6 FEET (365.3 M) NORTHEAST OF THE CENTERLINE END
 GA3659'OF RUNWAY 5.  THE STATION IS AN NGS STAINLESS STEEL ROD ENCASED IN A
 GA3659'STANDARD FLANGE COVER STAMPED MORRPORT AZ MK 1987.
 GA3659
 GA3659                          STATION RECOVERY (2001)
 GA3659
 GA3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 GA3659'THIS STATION LOCATED IN A GRASS ISLAND BETWEEN THE RUNWAY AND PARALLEL
 GA3659'TAXIWAY IN THE
 GA3659'SOUTHWEST PART OF THE MOORE-MURRELL AIRPORT .  THIS AIRPORT IS LOCATED
 GA3659'ABOUT 5 MILES
 GA3659'SOUTHWEST OF MORRISTOWN  ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE CITY
 GA3659'OF MORRISTOWN.
 GA3659'AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O. BOX 1013, MORRISTOWN,
 GA3659'TENNESSEE 7816.
 GA3659'PHONE (615)  586 2483  OR 586 2483.  PERMISSION SHOULD BE OBTAINED
 GA3659'FROM ON SIGHT AIRPORT
 GA3659'PERSONNEL BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 GA3659' 
 GA3659'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 GA3659'U.S. HWY 11E,  GO
 GA3659'SOUTHEAST ON OLD  U.S. HIGHWAY 11 FOR 0.45 MILES TO AIRPORT ENTRANCE
 GA3659'ROAD.   TURN LEFT,
 GA3659'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN
 GA3659'LEFT, NORTHEAST, ON
 GA3659'PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTH,  ON
 GA3659'THE RAMP TO THE
 GA3659'PARALLEL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON PARALLEL TAXIWAY FOR O.3
 GA3659'MILES TO STATION
 GA3659'IN GRASS AREA ON LEFT.
 GA3659' 
 GA3659'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 GA3659'2.5 CM GREASE
 GA3659'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 GA3659'SURROUNDED BY
 GA3659'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 125.2 FEET (38.2 METERS)
 GA3659'NORTHWEST OF THE
 GA3659'CENTERLINE OF RUNWAY 5-23, 40.5 FEET (12.3 METERS) NORTHEAST OF THE
 GA3659'NORTHEAST CORNER OF
 GA3659'A VASI, 75.8 FEET (23.1 METERS) SOUTH OF THE EAST CENTERLINE OF
 GA3659'TAXIWAY, 57.9  FEET (17.6
 GA3659'METERS) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 66.6  FEET
 GA3659'(20.3 METERS) NORTH
 GA3659'OF THE FIRST RUNWAY LIGHT SOUTHWEST OF TAXIWAY.  THE STATION IS 1198.6
 GA3659'FEET (365.3 METERS)
 GA3659'NORTHEAST OF THE CENTERLINE END OF RUNWAY 5.
 GA3659' 
 GA3659'THIS STATION HAS BEEN DESIGNATED THE SECONDARY AIRPORT CONTROL STATION
 GA3659'(SACS).
 GA3659' 
 GA3659' 
 GA3659' 
 GA3659' 
 GA3659'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1119 ***********************************************************************
 FE1119  DESIGNATION -  MORTON
 FE1119  PID         -  FE1119
 FE1119  STATE/COUNTY-  TN/HAYWOOD
 FE1119  USGS QUAD   -  DANCYVILLE (1981)
 FE1119
 FE1119                         *CURRENT SURVEY CONTROL
 FE1119  ___________________________________________________________________
 FE1119* NAD 83(1995)-  35 28 11.62450(N)    089 17 14.73053(W)     ADJUSTED  
 FE1119* NAVD 88     -       116.031  (meters)     380.68   (feet)  ADJUSTED  
 FE1119  ___________________________________________________________________
 FE1119  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FE1119  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1119  DYNAMIC HT  -         115.929 (meters)     380.34  (feet)  COMP
 FE1119  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1119
 FE1119  HORZ ORDER  -  SECOND
 FE1119  VERT ORDER  -  SECOND    CLASS 0
 FE1119
 FE1119.The horizontal coordinates were established by classical geodetic methods
 FE1119.and adjusted by the National Geodetic Survey in April 1999..
 FE1119
 FE1119.The orthometric height was determined by differential leveling
 FE1119.and adjusted by the National Geodetic Survey in June 1991..
 FE1119
 FE1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1119
 FE1119.The geoid height was determined by GEOID03.
 FE1119
 FE1119.The dynamic height is computed by dividing the NAVD 88
 FE1119.geopotential number by the normal gravity value computed on the
 FE1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1119.degrees latitude (g = 980.6199 gals.).
 FE1119
 FE1119.The modeled gravity was interpolated from observed gravity values.
 FE1119
 FE1119;                    North         East     Units Scale Factor Converg.
 FE1119;SPC TN       -   131,111.618   301,688.183   MT  0.99996848   -1 55 28.5
 FE1119;SPC TN       -   430,155.37    989,788.65   sFT  0.99996848   -1 55 28.5
 FE1119;UTM  16      - 3,927,559.567   292,450.790   MT  1.00013088   -1 19 40.1
 FE1119
 FE1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1119!SPC TN       -   0.99998615  x   0.99996848  =   0.99995463
 FE1119!UTM  16      -   0.99998615  x   1.00013088  =   1.00011703
 FE1119
 FE1119:                Primary Azimuth Mark                     Grid Az
 FE1119:SPC TN       -  BROWNSVILLE MUN TANK                     012 22 27.2
 FE1119:UTM  16      -  BROWNSVILLE MUN TANK                     011 46 38.8
 FE1119
 FE1119|---------------------------------------------------------------------|
 FE1119| PID    Reference Object                     Distance      Geod. Az  |
 FE1119|                                                           dddmmss.s |
 FE1119| FE2436 BROWNSVILLE MUN TANK                APPROX.14.1 KM 0102658.7 |
 FE1119| FE1120 MORTON AZ MK                                       0261324.6 |
 FE1119| FE1118 MORTON RM 1                          20.818 METERS 20935     |
 FE1119| FE1116 MORTON RM 3                          24.857 METERS 24919     |
 FE1119| FE1117 MORTON RM 2                          32.534 METERS 29532     |
 FE1119|---------------------------------------------------------------------|
 FE1119
 FE1119                          SUPERSEDED SURVEY CONTROL
 FE1119
 FE1119  NAD 83(1995)-  35 28 11.63036(N)    089 17 14.73239(W) AD(       ) 2
 FE1119  NAD 83(1986)-  35 28 11.63631(N)    089 17 14.73113(W) AD(       ) 2
 FE1119  NAD 27      -  35 28 11.34650(N)    089 17 14.48330(W) AD(       ) 2
 FE1119  NGVD 29 (??/??/??)  116.034  (m)          380.69   (f) ADJUSTED    2 0
 FE1119
 FE1119.Superseded values are not recommended for survey control.
 FE1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1119.See file dsdata.txt to determine how the superseded data were derived.
 FE1119
 FE1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9245127560(NAD 83)
 FE1119_MARKER: DS = TRIANGULATION STATION DISK
 FE1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1119_STAMPING: MORTON 1958
 FE1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1119+STABILITY: SURFACE MOTION
 FE1119
 FE1119  HISTORY     - Date     Condition        Report By
 FE1119  HISTORY     - 1958     MONUMENTED       CGS
 FE1119  HISTORY     - 1959     GOOD             CGS
 FE1119  HISTORY     - 1961     GOOD             TNHD
 FE1119  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1119
 FE1119                          STATION DESCRIPTION
 FE1119
 FE1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1119'THE STATION IS LOCATED 8.5 MILES AIRLINE SOUTH OF BROWNSVILLE, 6.6
 FE1119'MILES EAST OF STANTON AND 4.3 MILES AIRLINE NORTH OF DANCYVILLE
 FE1119'ON PROPERTY OWNED BY MR. FRANK WILLIS AND ABOUT 0.25 MILE SOUTHWEST
 FE1119'OF THE WILLIS RESIDENCE, NEAR THE HIGHEST POINT IN PASTURE LAND.
 FE1119'IT IS 119 FEET EAST OF A FENCE CORNER AND 111 FEET WEST OF A LONE
 FE1119'CEDAR TREE. THE MARK IS IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE1119'AND IS STAMPED MORTON 1958.
 FE1119'
 FE1119'REFERENCE MARK NO. 1 IS 106 FEET EAST-SOUTHEAST OF A SOUTHEAST FENCE
 FE1119'CORNER. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE1119'IS STAMPED MORTON NO 1 1958.
 FE1119'
 FE1119'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A CEDAR TREE AND 6 INCHES
 FE1119'EAST OF A FENCE LINE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1119'GROUND AND IS STAMPED MORTON NO 2 1958.
 FE1119'
 FE1119'THE AZIMUTH MARK IS 23 FEET NORTHWEST OF THE CENTER OF AN OIL ROAD,
 FE1119'15 FEET SOUTHWEST OF A BOARD GATE AND 6 INCHES SOUTHEAST OF A
 FE1119'FENCE LINE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE1119'IS STAMPED MORTON 1958.
 FE1119'
 FE1119'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST ON
 FE1119'U.S. HIGHWAY 70 FOR 0.6 MILE TO THE JUNCTION WITH STATE HIGHWAY
 FE1119'76. TURN RIGHT ON STATE HIGHWAY 76 AND GO 4 MILES TO THE SUNNY HILL
 FE1119'GROCERY ON THE LEFT. CONTINUE STRAIGHT AHEAD SOUTHEAST ON STATE
 FE1119'HIGHWAY 76 AND GO 4 MILES TO A SIDE ROAD RIGHT. TURN RIGHT ON AN OIL
 FE1119'ROAD AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE1119'DESCRIBED. FROM THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON THE OIL
 FE1119'ROAD AND GO 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO 0.05
 FE1119'MILE TO A DRIVEWAY ON THE LEFT AND A FENCE CORNER. FROM THE FENCE
 FE1119'CORNER LET DOWN THE FENCE AND GO SOUTHEAST FOLLOWING ALONG THE FENCE
 FE1119'LINE THENCE LEFT TO THE HIGHEST POINT OF THE HILL AND THE STATION
 FE1119'AS DESCRIBED.
 FE1119'
 FE1119'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1119
 FE1119                          STATION RECOVERY (1959)
 FE1119
 FE1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1119'9.6 MI S FROM BROWNSVILLE.
 FE1119'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1119'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1119'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1119'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL.  IT IS ABOUT
 FE1119'0.25 MILE SOUTHWEST OF THE WILLIS RESIDENCE.  IT IS 119 FEET
 FE1119'EAST OF A FENCE CORNER AND 111 FEET WEST OF A LONG CEDAR TREE.
 FE1119'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 FE1119
 FE1119                          STATION RECOVERY (1961)
 FE1119
 FE1119'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1119'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE1119'CONDITION. THE TO-REACH FOR THE STATION AND AZIMUTH MARK, AND
 FE1119'THE DESCRIPTION OF THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO.
 FE1119'2 ARE COMPLETELY ADEQUATE. THE HORIZONTAL DISTANCE WAS MEASURED
 FE1119'BETWEEN REFERENCE MARK NO. 2 AND THE STATION MARK AND WAS FOUND TO
 FE1119'CHECK THE 1958 MEASUREMENT.
 FE1119'
 FE1119'DUE TO THE RELOCATION OF A PRIMARY STATE ROUTE, REFERENCE MARK NO. 1
 FE1119'WOULD BE DESTROYED BY CONSTRUCTION.
 FE1119'
 FE1119'A NEW REFERENCE MARK MORTON NO 3 1958, WAS ESTABLISHED BY THE
 FE1119'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE. SEE
 FE1119'DESCRIPTION OF THE NEW REFERENCE MARK BELOW.
 FE1119'
 FE1119'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE1119'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARK, THE
 FE1119'OLD REFERENCE MARK MORTON NO 1 1958 WAS DESTROYED, AND THE DISK
 FE1119'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY
 FE1119'OFFICE.
 FE1119'
 FE1119'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MORTON NO 3 1958,
 FE1119'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS
 FE1119'25 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CLUMP OF CEDAR TREES AND
 FE1119'IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE1119
 FE1119                          STATION RECOVERY (2002)
 FE1119
 FE1119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1119'SUSPECTED DESTROYED DUE TO I 40 RIGHT OF WAY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1120 ***********************************************************************
 FE1120  DESIGNATION -  MORTON AZ MK
 FE1120  PID         -  FE1120
 FE1120  STATE/COUNTY-  TN/HAYWOOD
 FE1120  USGS QUAD   -  DANCYVILLE (1981)
 FE1120
 FE1120                         *CURRENT SURVEY CONTROL
 FE1120  ___________________________________________________________________
 FE1120* NAD 83(1986)-  35 28 11.     (N)    089 17 14.     (W)     SCALED    
 FE1120* NAVD 88     -        99.579  (meters)     326.70   (feet)  ADJUSTED  
 FE1120  ___________________________________________________________________
 FE1120  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1120  DYNAMIC HT  -          99.491 (meters)     326.41  (feet)  COMP
 FE1120  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1120
 FE1120  VERT ORDER  -  SECOND    CLASS 0
 FE1120
 FE1120.The horizontal coordinates were scaled from a topographic map and have
 FE1120.an estimated accuracy of +/- 6 seconds.
 FE1120
 FE1120.The orthometric height was determined by differential leveling
 FE1120.and adjusted by the National Geodetic Survey in June 1991..
 FE1120
 FE1120.The geoid height was determined by GEOID03.
 FE1120
 FE1120.The dynamic height is computed by dividing the NAVD 88
 FE1120.geopotential number by the normal gravity value computed on the
 FE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1120.degrees latitude (g = 980.6199 gals.).
 FE1120
 FE1120.The modeled gravity was interpolated from observed gravity values.
 FE1120
 FE1120;                    North         East    Units  Estimated Accuracy
 FE1120;SPC TN       -   131,090.      301,710.      MT  (+/- 180 meters Scaled)
 FE1120
 FE1120                          SUPERSEDED SURVEY CONTROL
 FE1120
 FE1120  NGVD 29 (??/??/??)   99.582  (m)          326.71   (f) ADJUSTED    2 0
 FE1120
 FE1120.Superseded values are not recommended for survey control.
 FE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1120.See file dsdata.txt to determine how the superseded data were derived.
 FE1120
 FE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924275(NAD 83)
 FE1120_MARKER: DZ = AZIMUTH MARK DISK
 FE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1120_STAMPING: MORTON 1958
 FE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1120+STABILITY: SURFACE MOTION
 FE1120
 FE1120  HISTORY     - Date     Condition        Report By
 FE1120  HISTORY     - 1958     MONUMENTED       CGS
 FE1120  HISTORY     - 1959     GOOD             CGS
 FE1120
 FE1120                          STATION DESCRIPTION
 FE1120
 FE1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1120'9.4 MI S FROM BROWNSVILLE.
 FE1120'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1120'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1120'MILE WEST-SOUTHWEST ON A PAVED ROAD.  THE MARK IS 126 FEET
 FE1120'NORTHEAST OF THE EAST END OF A SMALL WOODEN BRIDGE, 48 FEET
 FE1120'EAST OF A LARGE OAK TREE, 21.6 FEET NORTHWEST OF THE CENTER
 FE1120'LINE OF A PAVED ROAD AND 8.5 FEET WEST-SOUTHWEST OF THE WEST
 FE1120'GATE POST OF A WOOD GATE.  THE MARK IS A C AND GS AZIMUTH
 FE1120'DISK SET IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE
 FE1120'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1118 ***********************************************************************
 FE1118  DESIGNATION -  MORTON RM 1
 FE1118  PID         -  FE1118
 FE1118  STATE/COUNTY-  TN/HAYWOOD
 FE1118  USGS QUAD   -  DANCYVILLE (1981)
 FE1118
 FE1118                         *CURRENT SURVEY CONTROL
 FE1118  ___________________________________________________________________
 FE1118* NAD 83(1986)-  35 28 10.     (N)    089 17 14.     (W)     SCALED    
 FE1118* NAVD 88     -       115.754  (meters)     379.77   (feet)  ADJUSTED  
 FE1118  ___________________________________________________________________
 FE1118  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1118  DYNAMIC HT  -         115.651 (meters)     379.43  (feet)  COMP
 FE1118  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1118
 FE1118  VERT ORDER  -  SECOND    CLASS 0
 FE1118
 FE1118.The horizontal coordinates were scaled from a topographic map and have
 FE1118.an estimated accuracy of +/- 6 seconds.
 FE1118
 FE1118.The orthometric height was determined by differential leveling
 FE1118.and adjusted by the National Geodetic Survey in June 1991..
 FE1118
 FE1118.The geoid height was determined by GEOID03.
 FE1118
 FE1118.The dynamic height is computed by dividing the NAVD 88
 FE1118.geopotential number by the normal gravity value computed on the
 FE1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1118.degrees latitude (g = 980.6199 gals.).
 FE1118
 FE1118.The modeled gravity was interpolated from observed gravity values.
 FE1118
 FE1118;                    North         East    Units  Estimated Accuracy
 FE1118;SPC TN       -   131,060.      301,710.      MT  (+/- 180 meters Scaled)
 FE1118
 FE1118                          SUPERSEDED SURVEY CONTROL
 FE1118
 FE1118  NGVD 29 (??/??/??)  115.756  (m)          379.78   (f) ADJUSTED    2 0
 FE1118
 FE1118.Superseded values are not recommended for survey control.
 FE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1118.See file dsdata.txt to determine how the superseded data were derived.
 FE1118
 FE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924275(NAD 83)
 FE1118_MARKER: DR = REFERENCE MARK DISK
 FE1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1118_STAMPING: MORTON NO 1 1958
 FE1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1118+STABILITY: SURFACE MOTION
 FE1118
 FE1118  HISTORY     - Date     Condition        Report By
 FE1118  HISTORY     - 1958     MONUMENTED       CGS
 FE1118  HISTORY     - 1959     GOOD             CGS
 FE1118
 FE1118                          STATION DESCRIPTION
 FE1118
 FE1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1118'9.6 MI S FROM BROWNSVILLE.
 FE1118'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1118'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8 MILE
 FE1118'WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1118'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL.  IT IS ABOUT
 FE1118'0.25 MILE SOUTHWEST OF THE WILLIS RESIDENCE.  THE MARK IS 106
 FE1118'FEET EAST-SOUTHEAST OF A SOUTHEAST FENCE CORNER AND 68.3 FEET
 FE1118'SOUTH-SOUTHWEST OF THE STATION MARK.  THE MARK IS SET FLUSH
 FE1118'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1117 ***********************************************************************
 FE1117  DESIGNATION -  MORTON RM 2
 FE1117  PID         -  FE1117
 FE1117  STATE/COUNTY-  TN/HAYWOOD
 FE1117  USGS QUAD   -  DANCYVILLE (1981)
 FE1117
 FE1117                         *CURRENT SURVEY CONTROL
 FE1117  ___________________________________________________________________
 FE1117* NAD 83(1986)-  35 28 10.     (N)    089 17 16.     (W)     SCALED    
 FE1117* NAVD 88     -       114.731  (meters)     376.41   (feet)  ADJUSTED  
 FE1117  ___________________________________________________________________
 FE1117  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1117  DYNAMIC HT  -         114.629 (meters)     376.08  (feet)  COMP
 FE1117  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1117
 FE1117  VERT ORDER  -  SECOND    CLASS 0
 FE1117
 FE1117.The horizontal coordinates were scaled from a topographic map and have
 FE1117.an estimated accuracy of +/- 6 seconds.
 FE1117
 FE1117.The orthometric height was determined by differential leveling
 FE1117.and adjusted by the National Geodetic Survey in June 1991..
 FE1117
 FE1117.The geoid height was determined by GEOID03.
 FE1117
 FE1117.The dynamic height is computed by dividing the NAVD 88
 FE1117.geopotential number by the normal gravity value computed on the
 FE1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1117.degrees latitude (g = 980.6199 gals.).
 FE1117
 FE1117.The modeled gravity was interpolated from observed gravity values.
 FE1117
 FE1117;                    North         East    Units  Estimated Accuracy
 FE1117;SPC TN       -   131,060.      301,660.      MT  (+/- 180 meters Scaled)
 FE1117
 FE1117                          SUPERSEDED SURVEY CONTROL
 FE1117
 FE1117  NGVD 29 (??/??/??)  114.733  (m)          376.42   (f) ADJUSTED    2 0
 FE1117
 FE1117.Superseded values are not recommended for survey control.
 FE1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1117.See file dsdata.txt to determine how the superseded data were derived.
 FE1117
 FE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924275(NAD 83)
 FE1117_MARKER: DR = REFERENCE MARK DISK
 FE1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1117_STAMPING: MORTON NO 2 1958
 FE1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1117+STABILITY: SURFACE MOTION
 FE1117
 FE1117  HISTORY     - Date     Condition        Report By
 FE1117  HISTORY     - 1958     MONUMENTED       CGS
 FE1117  HISTORY     - 1959     GOOD             CGS
 FE1117  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1117
 FE1117                          STATION DESCRIPTION
 FE1117
 FE1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1117'9.6 MI S FROM BROWNSVILLE.
 FE1117'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1117'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1117'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1117'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL.  IT IS ABOUT
 FE1117'0.25 MILE SOUTHWEST OF THE WILLIS RESIDENCE.  THE MARK IS
 FE1117'106.7 FEET WEST-NORTHWEST OF THE STATION, 2 FEET NORTH OF A
 FE1117'CEDAR TREE AND 6 INCHES EAST OF A FENCE LINE.  THE MARK IS SET
 FE1117'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1117
 FE1117                          STATION RECOVERY (2002)
 FE1117
 FE1117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1117'SUSPECTED DESTROYED DUE TO I 40 RIGHT OF WAY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1116 ***********************************************************************
 FE1116  DESIGNATION -  MORTON RM 3
 FE1116  PID         -  FE1116
 FE1116  STATE/COUNTY-  TN/HAYWOOD
 FE1116  USGS QUAD   -  DANCYVILLE (1981)
 FE1116
 FE1116                         *CURRENT SURVEY CONTROL
 FE1116  ___________________________________________________________________
 FE1116* NAD 83(1986)-  35 28 09.     (N)    089 17 15.     (W)     SCALED    
 FE1116* NAVD 88     -       115.44   (+/-2cm)     378.7    (feet)  VERTCON   
 FE1116  ___________________________________________________________________
 FE1116  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1116
 FE1116  VERT ORDER  -  THIRD (See Below)
 FE1116
 FE1116.The horizontal coordinates were scaled from a topographic map and have
 FE1116.an estimated accuracy of +/- 6 seconds.
 FE1116
 FE1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1116.The vertical order pertains to the NGVD 29 superseded value.
 FE1116
 FE1116.The geoid height was determined by GEOID03.
 FE1116
 FE1116;                    North         East    Units  Estimated Accuracy
 FE1116;SPC TN       -   131,030.      301,680.      MT  (+/- 180 meters Scaled)
 FE1116
 FE1116                          SUPERSEDED SURVEY CONTROL
 FE1116
 FE1116  NGVD 29 (??/??/??)  115.44   (m)          378.7    (f) RESET       3  
 FE1116
 FE1116.Superseded values are not recommended for survey control.
 FE1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1116.See file dsdata.txt to determine how the superseded data were derived.
 FE1116
 FE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924274(NAD 83)
 FE1116_MARKER: DR = REFERENCE MARK DISK
 FE1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1116_STAMPING: MORTON NO 3 1958
 FE1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1116+STABILITY: SURFACE MOTION
 FE1116
 FE1116  HISTORY     - Date     Condition        Report By
 FE1116  HISTORY     - 1961     MONUMENTED       TNHD
 FE1116  HISTORY     - 1961     GOOD             CGS
 FE1116
 FE1116                          STATION DESCRIPTION
 FE1116
 FE1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1116'0.6 MI E FROM BROWNSVILLE.
 FE1116'THIS MARK IS LOCATED 0.6 MILE EAST ALONG HIGHWAY 70 FROM THE
 FE1116'COURTHOUSE IN BROWNSVILLE, THENCE 8.0 MILES SOUTH-SOUTHWEST
 FE1116'ON HIGHWAY 76, THENCE 0.8 MILE WEST-SOUTHWEST ON A PAVED ROAD,
 FE1116'THENCE 0.25 MILE SOUTHWEST ACROSS COUNTRY TO THE HIGHEST POINT
 FE1116'OF A HILL.  THIS MARK IS 81.5 FT. WEST OF THE STATION AND 25
 FE1116'FT. NORTHEAST OF THE NORTHEAST EDGE OF A CLUMP OF CEDAR TREES.
 FE1116'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2453 ***********************************************************************
 GB2453  DESIGNATION -  MOSS
 GB2453  PID         -  GB2453
 GB2453  STATE/COUNTY-  TN/CLAY
 GB2453  USGS QUAD   -  UNION HILL (1968)
 GB2453
 GB2453                         *CURRENT SURVEY CONTROL
 GB2453  ___________________________________________________________________
 GB2453* NAD 83(1995)-  36 35 44.05700(N)    085 37 45.60030(W)     ADJUSTED  
 GB2453* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 GB2453  ___________________________________________________________________
 GB2453  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GB2453  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB2453
 GB2453  HORZ ORDER  -  THIRD
 GB2453
 GB2453.The horizontal coordinates were established by classical geodetic methods
 GB2453.and adjusted by the National Geodetic Survey in April 1999..
 GB2453
 GB2453.The orthometric height was scaled from a topographic map.
 GB2453
 GB2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2453
 GB2453.The geoid height was determined by GEOID03.
 GB2453
 GB2453;                    North         East     Units Scale Factor Converg.
 GB2453;SPC TN       -   251,064.604   633,168.706   MT  1.00003663   +0 13 01.2
 GB2453;SPC TN       -   823,701.12  2,077,321.00   sFT  1.00003663   +0 13 01.2
 GB2453;SPC KY1Z     - 1,029,112.921 1,510,798.993   MT  1.00015236   +0 04 26.7
 GB2453;SPC KY1Z     - 3,376,347.97  4,956,679.70   sFT  1.00015236   +0 04 26.7
 GB2453;SPC KY S     -   529,108.594   510,797.649   MT  1.00002786   +0 04 23.4
 GB2453;SPC KY S     - 1,735,917.11  1,675,841.95   sFT  1.00002786   +0 04 23.4
 GB2453;UTM  16      - 4,050,883.684   622,602.799   MT  0.99978519   +0 49 02.1
 GB2453
 GB2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2453!SPC TN       -   0.99995081  x   1.00003663  =   0.99998743
 GB2453!SPC KY1Z     -   0.99995081  x   1.00015236  =   1.00010316
 GB2453!SPC KY S     -   0.99995081  x   1.00002786  =   0.99997866
 GB2453!UTM  16      -   0.99995081  x   0.99978519  =   0.99973601
 GB2453
 GB2453|---------------------------------------------------------------------|
 GB2453| PID    Reference Object                     Distance      Geod. Az  |
 GB2453|                                                           dddmmss.s |
 GB2453| CG6134 MOSS RM 1                             4.215 METERS 04253     |
 GB2453| CG6133 MOSS AZ MK                                         1275136.2 |
 GB2453| CG6135 MOSS RM 2                             7.830 METERS 31124     |
 GB2453|---------------------------------------------------------------------|
 GB2453
 GB2453                          SUPERSEDED SURVEY CONTROL
 GB2453
 GB2453  NAD 83(1995)-  36 35 44.05696(N)    085 37 45.60040(W) AD(       ) 3
 GB2453  NAD 83(1995)-  36 35 44.06758(N)    085 37 45.60518(W) AD(       ) 3
 GB2453  NAD 83(1986)-  36 35 44.06760(N)    085 37 45.60520(W) AD(       ) 3
 GB2453  NAD 27      -  36 35 43.85400(N)    085 37 45.70500(W) AD(       ) 3
 GB2453
 GB2453.Superseded values are not recommended for survey control.
 GB2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2453.See file dsdata.txt to determine how the superseded data were derived.
 GB2453
 GB2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2260350884(NAD 83)
 GB2453_MARKER: DS = TRIANGULATION STATION DISK
 GB2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2453
 GB2453  HISTORY     - Date     Condition        Report By
 GB2453  HISTORY     - 1950     MONUMENTED       CGS
 GB2453  HISTORY     - 1974     GOOD             TVA
 GB2453
 GB2453                          STATION DESCRIPTION
 GB2453
 GB2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2453'STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF MOSS AND 0.25 MILE
 GB2453'WEST OF THE INTERSECTION OF STATE HIGHWAYS 52 AND 51 ON PROPERTY
 GB2453'OWNED BY MR. J.S. GASS.  IT IS 18 FEET NORTH OF THE NORTH CORNER OF
 GB2453'THE RESIDENCE OF MR. GASS.  THE MARK IS FLUSH AND THE DISK IS
 GB2453'STAMPED MOSS 1950.
 GB2453'
 GB2453'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF THE NORTH CORNER OF MR.
 GB2453'GASS RESIDENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOSS
 GB2453'NO 1 1950.
 GB2453'
 GB2453'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE NORTH CORNER OF MR. GASS
 GB2453'RESIDENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOSS NO 2
 GB2453'1950.
 GB2453'
 GB2453'AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GB2453'HOUSE, 22 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 52 AND 4
 GB2453'FEET NORTHEAST OF A WHITE WITNESS POST AND A TRIPLE POWER LINE POLE.
 GB2453'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOSS 1950.
 GB2453'
 GB2453'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 52 AND
 GB2453'51, 1 MILE NORTHWEST OF MOSS GO WEST ON HIGHWAY 52 FOR 0.05 MILE TO
 GB2453'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON THE
 GB2453'HIGHWAY FOR 0.2 MILE TO THE RESIDENCE OF MR. J.S. GASS AND THE
 GB2453'STATION AS DESCRIBED.
 GB2453'
 GB2453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2453
 GB2453                          STATION RECOVERY (1974)
 GB2453
 GB2453'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NOD)
 GB2453'MOSS A STA. RECOVERED IN GOOD CONDITION.
 GB2453'
 GB2453'MOSS STATION MARK 1950 USC AND CS FOUND STAMPED ON THE POINT.
 GB2453'
 GB2453'REFS. 36.9 S 85 E TO NW COR OF WELL HOUSE 6 FEET X 6 FEET CONC.
 GB2453'15.7 N 85 W TO POWER POLE.
 GB2453'N 15 E 354 FEET TO SW COR OF FRAME BLDG.
 GB2453'
 GB2453'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MASS, TN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3518 ***********************************************************************
 GA3518  DESIGNATION -  MOSSY
 GA3518  PID         -  GA3518
 GA3518  STATE/COUNTY-  TN/JEFFERSON
 GA3518  USGS QUAD   -  TALBOTT (1980)
 GA3518
 GA3518                         *CURRENT SURVEY CONTROL
 GA3518  ___________________________________________________________________
 GA3518* NAD 83(1995)-  36 09 09.73425(N)    083 27 50.71645(W)     ADJUSTED  
 GA3518* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 GA3518  ___________________________________________________________________
 GA3518  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GA3518  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3518
 GA3518  HORZ ORDER  -  SECOND
 GA3518
 GA3518.The horizontal coordinates were established by classical geodetic methods
 GA3518.and adjusted by the National Geodetic Survey in April 1999..
 GA3518
 GA3518.The orthometric height was scaled from a topographic map.
 GA3518
 GA3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3518
 GA3518.The geoid height was determined by GEOID03.
 GA3518
 GA3518;                    North         East     Units Scale Factor Converg.
 GA3518;SPC TN       -   204,815.130   828,171.780   MT  0.99996382   +1 29 04.6
 GA3518;SPC TN       -   671,964.31  2,717,093.58   sFT  0.99996382   +1 29 04.6
 GA3518;UTM  17      - 4,003,698.850   278,325.600   MT  1.00020551   -1 27 15.3
 GA3518
 GA3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3518!SPC TN       -   0.99994446  x   0.99996382  =   0.99990828
 GA3518!UTM  17      -   0.99994446  x   1.00020551  =   1.00014996
 GA3518
 GA3518|---------------------------------------------------------------------|
 GA3518| PID    Reference Object                     Distance      Geod. Az  |
 GA3518|                                                           dddmmss.s |
 GA3518| DB9782 MOSSY RM 1                           20.132 METERS 02829     |
 GA3518| DB9783 MOSSY RM 2                           11.918 METERS 14454     |
 GA3518| DB9781 MOSSY AZ MK                                        2081800.0 |
 GA3518|---------------------------------------------------------------------|
 GA3518
 GA3518                          SUPERSEDED SURVEY CONTROL
 GA3518
 GA3518  NAD 83(1995)-  36 09 09.73919(N)    083 27 50.71891(W) AD(       ) 2
 GA3518  NAD 83(1995)-  36 09 09.74160(N)    083 27 50.72176(W) AD(       ) 2
 GA3518  NAD 83(1995)-  36 09 09.74088(N)    083 27 50.72003(W) AD(       ) 2
 GA3518  NAD 83(1986)-  36 09 09.74472(N)    083 27 50.71886(W) AD(       ) 2
 GA3518  NAD 27      -  36 09 09.41900(N)    083 27 51.08400(W) AD(       ) 2
 GA3518
 GA3518.Superseded values are not recommended for survey control.
 GA3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3518.See file dsdata.txt to determine how the superseded data were derived.
 GA3518
 GA3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7832603699(NAD 83)
 GA3518_MARKER: DS = TRIANGULATION STATION DISK
 GA3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3518
 GA3518  HISTORY     - Date     Condition        Report By
 GA3518  HISTORY     - 1934     MONUMENTED       CGS
 GA3518  HISTORY     - 1949     GOOD             TVA
 GA3518
 GA3518                          STATION DESCRIPTION
 GA3518
 GA3518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3518'ABOUT 2 MILES NORTHEAST OF JEFFERSON CITY, ON WEST EDGE OF WHAT IS
 GA3518'LOCALLY KNOWN AS
 GA3518'GREEN BRIAR ROAD, AND ON PROPERTY OF J. P.
 GA3518'ELLISON.  TO REACH FROM JUNCTION OF
 GA3518'ROUTES 25E AND 11E IN MORRISTOWN,
 GA3518'FOLLOW ROUTE 11E SOUTHWEST 11.45 MILES (2.75 MILES
 GA3518'SOUTHWEST OF
 GA3518'HAMBLEN-JEFFERSON COUNTY LINE) TO T-ROAD AT TELEPHONE POLE NO.  3311,
 GA3518'TURN RIGHT AND GO
 GA3518'0.75 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO 0.4
 GA3518'MILE TO T-ROAD LEFT JUST PAST HOUSE
 GA3518'ON LEFT, TURN LEFT AND GO 0.15
 GA3518'MILE TO STATION SITE IN CULTIVATED FIELD, 12.5 FEET
 GA3518'WEST OF CENTER
 GA3518'LINE OF ROAD, AND 3.4 FEET WEST OF FENCE LINE.  SURFACE AND
 GA3518'UNDERGROUND MARKS
 GA3518'ARE STANDARD STATION DISKS IN CONCRETE.
 GA3518'REFERENCE MARKS ARE
 GA3518'STANDARD REFERENCE DISKS IN CONCRETE.
 GA3518'NO.  1 IS IN EDGE OF FIELD ACROSS
 GA3518'ROAD FROM STATION, 13.0
 GA3518'FEET EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF FENCE LINE,
 GA3518'AND 66.05
 GA3518'FEET FROM STATION N 28 DEG 29 MIN E. NO.  2 IS
 GA3518'IN EDGE OF FIELD ACROSS
 GA3518'ROAD FROM STATION, 12.4 FEET EAST OF CENTER
 GA3518'LINE OF ROAD, 1 FOOT EAST OF FENCE LINE,
 GA3518'AND 39.10 FEET FROM STATION
 GA3518'S 35 DEG 06 MIN E. DISTANCE BETWEEN
 GA3518'REFERENCE MARKS
 GA3518'NO.  1 AND NO.  2 IS 87.70 FEET.  AZIMUTH MARK IS STANDARD REFERENCE
 GA3518'DISK IN CONCRETE,
 GA3518'200 FEET EAST OF ROAD LEADING TO STATION
 GA3518'23.7 FEET SOUTHEAST OF CENTER LINE
 GA3518'OF U.S.  ROUTE 11E, 6.6 FEET EAST
 GA3518'OF TELEPHONE POLE NO.  3309, IN FRONT OF J.S.  REEVES
 GA3518'RED BRICK HOME, IN
 GA3518'EDGE OF FIELD, AND ABOUT 1.2 MILES FROM STATION S 28 DEG 18 MIN W.
 GA3518'BEARINGS FROM STATION TO JEFFERSON
 GA3518'CITY, WATER TANK, WHITE WOOD TOP,
 GA3518'DISTANT 2.0 MILES, IS S 31 DEG 06 MIN W.
 GA3518
 GA3518                          STATION RECOVERY (1949)
 GA3518
 GA3518'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3518'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED MOSSY 1934.  STEEL
 GA3518'POST WITH CONTROL
 GA3518'MARKER SIGN SET AT MONUMENT.  DESCRIPTION IS
 GA3518'ADEQUATE.
 GA3518'
 GA3518'STATION IS LOCATED 2.0 MILES NE OF JEFFERSON CITY (AIRLINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1913 ***********************************************************************
 FC1913  DESIGNATION -  MOUNT LORE RESET
 FC1913  PID         -  FC1913
 FC1913  STATE/COUNTY-  TN/WHITE
 FC1913  USGS QUAD   -  CASSVILLE (1979)
 FC1913
 FC1913                         *CURRENT SURVEY CONTROL
 FC1913  ___________________________________________________________________
 FC1913* NAD 83(1995)-  35 54 54.42686(N)    085 32 27.17468(W)     ADJUSTED  
 FC1913* NAVD 88     -       513.0    (meters)    1683.     (feet)  VERTCON   
 FC1913  ___________________________________________________________________
 FC1913  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FC1913  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FC1913
 FC1913  HORZ ORDER  -  FIRST
 FC1913
 FC1913.The horizontal coordinates were established by classical geodetic methods
 FC1913.and adjusted by the National Geodetic Survey in April 1999..
 FC1913
 FC1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1913
 FC1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1913
 FC1913.The geoid height was determined by GEOID03.
 FC1913
 FC1913;                    North         East     Units Scale Factor Converg.
 FC1913;SPC TN       -   175,594.812   641,437.851   MT  0.99994940   +0 16 07.6
 FC1913;SPC TN       -   576,097.31  2,104,450.68   sFT  0.99994940   +0 16 07.6
 FC1913;UTM  16      - 3,975,517.379   631,652.107   MT  0.99981357   +0 51 21.7
 FC1913
 FC1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1913!SPC TN       -   0.99992405  x   0.99994940  =   0.99987346
 FC1913!UTM  16      -   0.99992405  x   0.99981357  =   0.99973764
 FC1913
 FC1913:                Primary Azimuth Mark                     Grid Az
 FC1913:SPC TN       -  SPARTA                                   077 16 27.5
 FC1913:UTM  16      -  SPARTA                                   076 41 13.4
 FC1913
 FC1913|---------------------------------------------------------------------|
 FC1913| PID    Reference Object                     Distance      Geod. Az  |
 FC1913|                                                           dddmmss.s |
 FC1913| FC1836 SPARTA                              APPROX. 7.6 KM 0773235.1 |
 FC1913| CG6140 MOUNT LORE RM 3 AZIMUTH                            0880550.9 |
 FC1913| CG6139 MOUNT LORE RM 2                      15.999 METERS 17821     |
 FC1913| CG6138 MOUNT LORE RM 1                      18.319 METERS 25855     |
 FC1913|---------------------------------------------------------------------|
 FC1913
 FC1913                          SUPERSEDED SURVEY CONTROL
 FC1913
 FC1913  NAD 83(1995)-  35 54 54.43081(N)    085 32 27.17846(W) AD(       ) 1
 FC1913  NAD 83(1986)-  35 54 54.43824(N)    085 32 27.17682(W) AD(       ) 1
 FC1913  NAD 27      -  35 54 54.19900(N)    085 32 27.25800(W) AD(       ) 1
 FC1913  NGVD 29 (07/19/86)  513.0    (m)         1683.     (f) VERT ANG       
 FC1913
 FC1913.Superseded values are not recommended for survey control.
 FC1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1913.See file dsdata.txt to determine how the superseded data were derived.
 FC1913
 FC1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3165275517(NAD 83)
 FC1913_MARKER: X = CHISELED CROSS
 FC1913_SETTING: 0 = UNSPECIFIED SETTING
 FC1913
 FC1913  HISTORY     - Date     Condition        Report By
 FC1913  HISTORY     - 1934     MONUMENTED       CGS
 FC1913  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1913  HISTORY     - 1935     GOOD             CGS
 FC1913  HISTORY     - 1958     GOOD             USGS
 FC1913
 FC1913                          STATION DESCRIPTION
 FC1913
 FC1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1913'STATION IS ABOUT 4.75 MILES WSW OF SPARTA, ON HIGHEST PART OF LONG
 FC1913'SHARP-TOPPED HILL KNOWN AS GUM SPRING MOUNTAIN, ON SUMMIT OF SMALL
 FC1913'KNOLL AT N END OF MOUNTAIN, LOCALLY KNOWN AS HIGH POINT, AND IN
 FC1913'CENTER OF SUMMIT, WHICH IS ABOUT 100 FEET LONG BY 40 FEET WIDE.
 FC1913'TO REACH FROM COURTHOUSE AT SPARTA, FOLLOW ROUTE 70 W 0.8 MILE, TURN
 FC1913'RIGHT ON TO ROUTE 70N AND GO 0.55 MILE, TURN LEFT ONTO GRAVEL ROAD
 FC1913'AT CLARKS OLD WATER MILL AND GO 1.55 MILES TO SCHOOL ON RIGHT, TURN
 FC1913'LEFT ON TO T-ROAD, GO 1.0 MILE, TURN RIGHT AT GRAVEL T-ROAD
 FC1913'JUNCTION, PROCEED 0.45 MILE TO T-ROAD TO RIGHT, CONTINUE STRAIGHT
 FC1913'AHEAD 0.80 MILE AND AGAIN KEEP STRAIGHT AHEAD AT GROUP OF SIX MAIL
 FC1913'BOXES ON LEFT, GO 100 YARDS, TURN ONTO RIGHT FORK, WHICH IS ABOUT
 FC1913'200 YARDS SE OF EARNEST KNOWLES HOUSE, GO 0.2 MILE AND THEN CONTINUE
 FC1913'ON FOOT NW UP HILL ABOUT 1/2 MILE TO SUMMIT AND STATION SITE, WHICH
 FC1913'IS 30 FEET SE OF 10-INCH OAK WITH TRIANGULAR BLAZE.  SURFACE MARK IS
 FC1913'INTERSECTION OF N-S AND E-W GROOVES SURROUNDED WITH LETTERS
 FC1913'U.S.G.S. CUT IN TOP OF STONE POST, 8 INCHES SQUARE BY 22 INCHES LONG,
 FC1913'WITH BOTTOM RESTING ON SOLID ROCK.  UNDERGROUND MARK IS CROSS ON
 FC1913'LEAD IN DRILL HOLE IN SOLID ROCK ABOUT 18 INCHES BELOW GROUND.
 FC1913'IN 1907 SURFACE MARK WAS RECOVERED BROKEN OFF, UNDERGROUND MARK WAS
 FC1913'IN GOOD CONDITION.  SURFACE MARK WAS RESET AND NEW CROSS LINE CUT IN
 FC1913'TOP.  RECOVERED IN 1934 IN GOOD CONDITION, AND STANDARD DISK STATION
 FC1913'MARK SET IN STONE POST (SURFACE MARK).  IN 1934 THREE REFERENCE
 FC1913'MARKS WERE ESTABLISHED AS FOLLOWS- REFERENCE MARKS NOS. 1 AND 2 ARE
 FC1913'STANDARD REFERENCE DISKS IN ROCK.  NO. 1 IS ALONG LONGITUDINAL
 FC1913'CENTER OF HILL, AT N END OF KNOLL, AND 60.10 FEET FROM STATION
 FC1913'N 01 DEG 05 MIN W. NO. 2 IS AT S END, ALONG CENTER OF KNOLL,
 FC1913'AND 52.49 FEET FROM STATION S 01 DEG 39 MIN E. REFERENCE
 FC1913'MARK NO. 3 (AZIMUTH MARK) IS STANDARD REFERENCE DISK IN ROCK, DOWN
 FC1913'EASTERN LONG SLOPE OF KNOLL, ABOUT 20 FEET NW OF 18-INCH GUM TREE,
 FC1913'AND 175 YARDS FROM STATION N 88 DEG 06 MIN E.
 FC1913
 FC1913                          STATION RECOVERY (1935)
 FC1913
 FC1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1913'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL, LOCALLY KNOWN
 FC1913'AS HIGH POINT, AT THE N END OF GUM SPRING MOUNTAIN, IN THE CENTER OF
 FC1913'THE SUMMIT WHICH IS ABOUT 100 FEET LONG AND 40 FEET WIDE, AND ABOUT
 FC1913'4.75 MILES WSW OF SPARTA.
 FC1913'
 FC1913'THE DISTANCES TO THE REFERENCE MARKS WERE REMEASURED AND FOUND TO
 FC1913'CHECK THE OLD MEASUREMENTS.  THE MARKS WERE FOUND IN GOOD
 FC1913'CONDITION.
 FC1913'
 FC1913'REFERENCE MARK NO. 1 IS 60.10 FEET N OF THE STATION ALONG THE
 FC1913'LONGITUDINAL CENTER OF THE HILL.
 FC1913'
 FC1913'REFERENCE MARK NO. 2 IS 52.49 FEET S OF THE STATION ALONG THE CENTER
 FC1913'OF THE KNOLL.
 FC1913'
 FC1913'THE DIRECTIONS WERE NOT REMEASURED SINCE CONSIDERABLE CLEARING WOULD
 FC1913'HAVE BEEN NECESSARY TO SEE THE MARKS FROM THE TOP OF THE TOWER
 FC1913'USED.
 FC1913'
 FC1913'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 175 YARDS E OF STATION ALONG
 FC1913'EASTERN SLOPE OF KNOLL, ABOUT 20 FEET NW OF 18-INCH GUM TREE.
 FC1913'
 FC1913'TO REACH THE STATION FROM THE COURTHOUSE IN SPARTA, GO W ON U.S.
 FC1913'HIGHWAY 70 FOR 0.8 MILE TO ITS JUNCTION WITH U.S.  HIGHWAY 70 N.
 FC1913'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 70 N FOR 0.55 MILE AND TURN
 FC1913'LEFT ON TO GRAVEL ROAD AT CLARKS OLD WATER MILL.  GO 1.55 MILES
 FC1913'TO A SCHOOL ON THE RIGHT AND HERE TURN LEFT ON TO T-ROAD, GO 1.0 MILE
 FC1913'AND TURN RIGHT AT T-ROAD, CONTINUE STRAIGHT AHEAD FOR 1.3 MILES AND
 FC1913'TURN ONTO RIGHT FORK (WHICH IS ABOUT 100 YARDS PAST A GROUP OF SIX
 FC1913'MAIL BOXES ON LEFT).  FOLLOW THIS ROUGH WAGON ROAD FOR ABOUT 0.5
 FC1913'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW DIM WAGON ROAD UP
 FC1913'THE W SIDE OF THE HILL TO THE SUMMIT AND STATION SITE.
 FC1913'
 FC1913'A 64-FOOT TOWER REQUIRED.
 FC1913
 FC1913                          STATION RECOVERY (1958)
 FC1913
 FC1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FC1913'STATION WAS FOUND.  R.M. 2 WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0741 ***********************************************************************
 GC0741  DESIGNATION -  MOUNT RESET
 GC0741  PID         -  GC0741
 GC0741  STATE/COUNTY-  TN/DAVIDSON
 GC0741  USGS QUAD   -  ANTIOCH (1983)
 GC0741
 GC0741                         *CURRENT SURVEY CONTROL
 GC0741  ___________________________________________________________________
 GC0741* NAD 83(1986)-  36 02 11.     (N)    086 38 41.     (W)     SCALED    
 GC0741* NAVD 88     -       202.77   (+/-2cm)     665.3    (feet)  VERTCON   
 GC0741  ___________________________________________________________________
 GC0741  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0741
 GC0741  VERT ORDER  -  THIRD (See Below)
 GC0741
 GC0741.The horizontal coordinates were scaled from a topographic map and have
 GC0741.an estimated accuracy of +/- 6 seconds.
 GC0741
 GC0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0741.The vertical order pertains to the NGVD 29 superseded value.
 GC0741
 GC0741.The geoid height was determined by GEOID03.
 GC0741
 GC0741;                    North         East    Units  Estimated Accuracy
 GC0741;SPC TN       -   189,140.      541,900.      MT  (+/- 180 meters Scaled)
 GC0741
 GC0741                          SUPERSEDED SURVEY CONTROL
 GC0741
 GC0741  NGVD 29 (??/??/??)  202.79   (m)          665.3    (f) RESET       3  
 GC0741
 GC0741.Superseded values are not recommended for survey control.
 GC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0741.See file dsdata.txt to determine how the superseded data were derived.
 GC0741
 GC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE320880(NAD 83)
 GC0741_MARKER: DE = TRAVERSE STATION DISK
 GC0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0741_STAMPING: MOUNT 1960 1971
 GC0741_MARK LOGO: NGS   
 GC0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0741+STABILITY: SURFACE MOTION
 GC0741
 GC0741  HISTORY     - Date     Condition        Report By
 GC0741  HISTORY     - 1971     MONUMENTED       NGS
 GC0741
 GC0741                          STATION DESCRIPTION
 GC0741
 GC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0741'2 MI SE FROM ANTIOCH.
 GC0741'THE MARK IS LOCATED ATOP A ROCK CUT ALONG THE NORTH RIGHT-OF-WAY
 GC0741'OF INTERSTATE ROUTE 24 ABOUT 2.5 MILES SOUTHEAST OF ANTIOCH.
 GC0741'TO REACH THE MARK FROM THE INTERSTATE ROUTE 24 AND BELL ROAD
 GC0741'INTERCHANGE ABOUT 1.0 MILE EAST OF THE ANTIOCH CONSOLIDATED
 GC0741'SCHOOL, GO SOUTHEASTERLY ON INTERSTATE ROUTE 24 FOR 1.0 MILE TO
 GC0741'A ROCK CUT AND THE MOUNT 1960 1971 TRAVERSE STATION SITE ON THE
 GC0741'LEFT ON TOP OF THE CUT ABOUT 20 FEET ABOVE THE LEVEL OF THE
 GC0741'HIGHWAY.  IT IS 53 FEET NORTHWEST OF AN 18-INCH WHITE OAK TREE,
 GC0741'55 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 24.24 FEET NORTHWEST
 GC0741'OF MOUNT R.M. 2 1960, 19 FEET NORTHEAST OF THE EDGE OF A ROCK CUT,
 GC0741'18.98 FEET SOUTHWEST OF MOUNT R.M. 1 1960, 16 FEET SOUTH OF A
 GC0741'TRIANGLE BLAZED 24-INCH ELM TREE, AND 1.1 FEET SOUTH OF A METAL
 GC0741'WITNESS POST AND SIGN.  A STANDARD TRAVERSE STATION DISK SET IN
 GC0741'THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 GC0741'INCHES AND THE DISK IS STAMPED MOUNT 1960 1971.  AN ELEVATION WAS
 GC0741'TRANSFERRED TO THIS MARK FROM BENCH MARK MOUNT R.M. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0742 ***********************************************************************
 GC0742  DESIGNATION -  MOUNT RM 1
 GC0742  PID         -  GC0742
 GC0742  STATE/COUNTY-  TN/DAVIDSON
 GC0742  USGS QUAD   -  ANTIOCH (1983)
 GC0742
 GC0742                         *CURRENT SURVEY CONTROL
 GC0742  ___________________________________________________________________
 GC0742* NAD 83(1986)-  36 02 11.     (N)    086 38 41.     (W)     SCALED    
 GC0742* NAVD 88     -       202.837  (meters)     665.47   (feet)  ADJUSTED  
 GC0742  ___________________________________________________________________
 GC0742  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0742  DYNAMIC HT  -         202.662 (meters)     664.90  (feet)  COMP
 GC0742  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GC0742
 GC0742  VERT ORDER  -  SECOND    CLASS 0
 GC0742
 GC0742.The horizontal coordinates were scaled from a topographic map and have
 GC0742.an estimated accuracy of +/- 6 seconds.
 GC0742
 GC0742.The orthometric height was determined by differential leveling
 GC0742.and adjusted by the National Geodetic Survey in June 1991..
 GC0742
 GC0742.The geoid height was determined by GEOID03.
 GC0742
 GC0742.The dynamic height is computed by dividing the NAVD 88
 GC0742.geopotential number by the normal gravity value computed on the
 GC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0742.degrees latitude (g = 980.6199 gals.).
 GC0742
 GC0742.The modeled gravity was interpolated from observed gravity values.
 GC0742
 GC0742;                    North         East    Units  Estimated Accuracy
 GC0742;SPC TN       -   189,140.      541,900.      MT  (+/- 180 meters Scaled)
 GC0742
 GC0742                          SUPERSEDED SURVEY CONTROL
 GC0742
 GC0742  NGVD 29 (??/??/92)  202.856  (m)          665.54   (f) ADJ UNCH    2 0
 GC0742
 GC0742.Superseded values are not recommended for survey control.
 GC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0742.See file dsdata.txt to determine how the superseded data were derived.
 GC0742
 GC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE320880(NAD 83)
 GC0742_MARKER: DR = REFERENCE MARK DISK
 GC0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0742_STAMPING: MOUNT NO 1 1960
 GC0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0742+STABILITY: SURFACE MOTION
 GC0742
 GC0742  HISTORY     - Date     Condition        Report By
 GC0742  HISTORY     - 1960     MONUMENTED       CGS
 GC0742  HISTORY     - 1971     GOOD             NGS
 GC0742
 GC0742                          STATION DESCRIPTION
 GC0742
 GC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0742'2 MI SE FROM ANTIOCH.
 GC0742'IT IS LOCATED AT THE MOUNT 1960 1971 TRAVERSE STATION SITE, 37
 GC0742'FEET NORTHEAST OF THE EDGE OF A ROCK CUT, 32 FEET SOUTHWEST OF
 GC0742'THE RIGHT-OF-WAY FENCE, 29.83 FEET NORTH OF MOUNT R.M. 2 1960,
 GC0742'18.98 FEET NORTHEAST OF MOUNT 1960 1971, 6 FEET EAST OF A TRIANGLE
 GC0742'BLAZED 24-INCH ELM TREE, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 GC0742'POST AND SIGN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GC0742'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0742'STAMPED MOUNT NO 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0743 ***********************************************************************
 GC0743  DESIGNATION -  MOUNT RM 2
 GC0743  PID         -  GC0743
 GC0743  STATE/COUNTY-  TN/DAVIDSON
 GC0743  USGS QUAD   -  ANTIOCH (1983)
 GC0743
 GC0743                         *CURRENT SURVEY CONTROL
 GC0743  ___________________________________________________________________
 GC0743* NAD 83(1986)-  36 02 11.     (N)    086 38 41.     (W)     SCALED    
 GC0743* NAVD 88     -       202.933  (meters)     665.79   (feet)  ADJUSTED  
 GC0743  ___________________________________________________________________
 GC0743  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0743  DYNAMIC HT  -         202.758 (meters)     665.22  (feet)  COMP
 GC0743  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GC0743
 GC0743  VERT ORDER  -  SECOND    CLASS 0
 GC0743
 GC0743.The horizontal coordinates were scaled from a topographic map and have
 GC0743.an estimated accuracy of +/- 6 seconds.
 GC0743
 GC0743.The orthometric height was determined by differential leveling
 GC0743.and adjusted by the National Geodetic Survey in June 1991..
 GC0743
 GC0743.The geoid height was determined by GEOID03.
 GC0743
 GC0743.The dynamic height is computed by dividing the NAVD 88
 GC0743.geopotential number by the normal gravity value computed on the
 GC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0743.degrees latitude (g = 980.6199 gals.).
 GC0743
 GC0743.The modeled gravity was interpolated from observed gravity values.
 GC0743
 GC0743;                    North         East    Units  Estimated Accuracy
 GC0743;SPC TN       -   189,140.      541,900.      MT  (+/- 180 meters Scaled)
 GC0743
 GC0743                          SUPERSEDED SURVEY CONTROL
 GC0743
 GC0743  NGVD 29 (??/??/92)  202.953  (m)          665.86   (f) ADJ UNCH    2 0
 GC0743
 GC0743.Superseded values are not recommended for survey control.
 GC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0743.See file dsdata.txt to determine how the superseded data were derived.
 GC0743
 GC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE320880(NAD 83)
 GC0743_MARKER: DR = REFERENCE MARK DISK
 GC0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0743_STAMPING: MOUNT NO 2 1960
 GC0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0743+STABILITY: SURFACE MOTION
 GC0743
 GC0743  HISTORY     - Date     Condition        Report By
 GC0743  HISTORY     - 1960     MONUMENTED       CGS
 GC0743  HISTORY     - 1971     GOOD             NGS
 GC0743
 GC0743                          STATION DESCRIPTION
 GC0743
 GC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0743'2 MI SE FROM ANTIOCH.
 GC0743'IT IS LOCATED AT THE MOUNT 1960 1971 TRAVERSE STATION SITE, 48
 GC0743'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 33 FEET SOUTH-SOUTHWEST
 GC0743'OF A TRIANGLE BLAZED 24-INCH ELM TREE, 29.83 FEET SOUTH OF MOUNT
 GC0743'R.M. 1 1960, 29 FEET SOUTHWEST OF AN 18-INCH WHITE OAK TREE, 29
 GC0743'FEET NORTHEAST OF THE EDGE OF A ROCK CUT, 24.7 FEET SOUTHEAST OF
 GC0743'A METAL WITNESS POST AND SIGN, AND 24.24 FEET SOUTHEAST OF MOUNT
 GC0743'1960 1971.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC0743'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0743'MOUNT NO 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0780 ***********************************************************************
 FC0780  DESIGNATION -  MS 264
 FC0780  PID         -  FC0780
 FC0780  STATE/COUNTY-  TN/MCMINN
 FC0780  USGS QUAD   -  TRANQUILLITY (1990)
 FC0780
 FC0780                         *CURRENT SURVEY CONTROL
 FC0780  ___________________________________________________________________
 FC0780* NAD 83(1986)-  35 37 02.     (N)    084 37 31.     (W)     SCALED    
 FC0780* NAVD 88     -       288.498  (meters)     946.51   (feet)  ADJUSTED  
 FC0780  ___________________________________________________________________
 FC0780  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0780  DYNAMIC HT  -         288.219 (meters)     945.60  (feet)  COMP
 FC0780  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FC0780
 FC0780  VERT ORDER  -  FIRST     CLASS II
 FC0780
 FC0780.The horizontal coordinates were scaled from a topographic map and have
 FC0780.an estimated accuracy of +/- 6 seconds.
 FC0780
 FC0780.The orthometric height was determined by differential leveling
 FC0780.and adjusted by the National Geodetic Survey in June 1991..
 FC0780
 FC0780.The geoid height was determined by GEOID03.
 FC0780
 FC0780.The dynamic height is computed by dividing the NAVD 88
 FC0780.geopotential number by the normal gravity value computed on the
 FC0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0780.degrees latitude (g = 980.6199 gals.).
 FC0780
 FC0780.The modeled gravity was interpolated from observed gravity values.
 FC0780
 FC0780;                    North         East    Units  Estimated Accuracy
 FC0780;SPC TN       -   143,320.      724,540.      MT  (+/- 180 meters Scaled)
 FC0780
 FC0780                          SUPERSEDED SURVEY CONTROL
 FC0780
 FC0780  NGVD 29 (??/??/92)  288.577  (m)          946.77   (f) ADJ UNCH    1 2
 FC0780
 FC0780.Superseded values are not recommended for survey control.
 FC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0780.See file dsdata.txt to determine how the superseded data were derived.
 FC0780
 FC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE150440(NAD 83)
 FC0780_MARKER: DD = SURVEY DISK
 FC0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0780_STAMPING: MS 264 1939
 FC0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0780+STABILITY: SURFACE MOTION
 FC0780
 FC0780  HISTORY     - Date     Condition        Report By
 FC0780  HISTORY     - 1939     MONUMENTED       TVA
 FC0780  HISTORY     - 1950     GOOD             NGS
 FC0780
 FC0780                          STATION DESCRIPTION
 FC0780
 FC0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0780'10 MI W FROM SWEETWATER.
 FC0780'9.95 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 FC0780'U.S. HIGHWAY 11 AT SWEETWATER, ABOUT 0.9 MILE WEST OF BEULAH
 FC0780'CHURCH AND CEMETERY, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A
 FC0780'GRAVEL ROAD SOUTH AND HEISKELL STORE, AT MT. PISGAH CHURCH AND THE
 FC0780'JUNCTION OF A GRAVEL ROAD NORTH, 25 FEET SOUTHWEST OF THE CENTER
 FC0780'LINE OF THE HIGHWAY, 3 FEET WEST OF THE PROLONGED CENTER LINE OF
 FC0780'THE ROAD NORTH, 11 FEET EAST OF THE NORTHWEST CORNER OF THE
 FC0780'CHURCH BUILDING, 3 FEET NORTH OF THE NORTH WALL OF CHURCH, ABOUT
 FC0780'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0780'ABOUT FLUSH WITH THE GROUND.  NOTE-- POST IS LEANING NORTHEAST BUT
 FC0780'APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0781 ***********************************************************************
 FC0781  DESIGNATION -  MS 265
 FC0781  PID         -  FC0781
 FC0781  STATE/COUNTY-  TN/MCMINN
 FC0781  USGS QUAD   -  NIOTA (1990)
 FC0781
 FC0781                         *CURRENT SURVEY CONTROL
 FC0781  ___________________________________________________________________
 FC0781* NAD 83(1986)-  35 37 00.     (N)    084 37 26.     (W)     SCALED    
 FC0781* NAVD 88     -       285.887  (meters)     937.95   (feet)  ADJUSTED  
 FC0781  ___________________________________________________________________
 FC0781  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0781  DYNAMIC HT  -         285.611 (meters)     937.04  (feet)  COMP
 FC0781  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC0781
 FC0781  VERT ORDER  -  FIRST     CLASS II
 FC0781
 FC0781.The horizontal coordinates were scaled from a topographic map and have
 FC0781.an estimated accuracy of +/- 6 seconds.
 FC0781
 FC0781.The orthometric height was determined by differential leveling
 FC0781.and adjusted by the National Geodetic Survey in June 1991..
 FC0781
 FC0781.The geoid height was determined by GEOID03.
 FC0781
 FC0781.The dynamic height is computed by dividing the NAVD 88
 FC0781.geopotential number by the normal gravity value computed on the
 FC0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0781.degrees latitude (g = 980.6199 gals.).
 FC0781
 FC0781.The modeled gravity was interpolated from observed gravity values.
 FC0781
 FC0781;                    North         East    Units  Estimated Accuracy
 FC0781;SPC TN       -   143,260.      724,660.      MT  (+/- 180 meters Scaled)
 FC0781
 FC0781                          SUPERSEDED SURVEY CONTROL
 FC0781
 FC0781  NGVD 29 (??/??/92)  285.966  (m)          938.21   (f) ADJ UNCH    1 2
 FC0781
 FC0781.Superseded values are not recommended for survey control.
 FC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0781.See file dsdata.txt to determine how the superseded data were derived.
 FC0781
 FC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE152440(NAD 83)
 FC0781_MARKER: DD = SURVEY DISK
 FC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0781_STAMPING: MS 265 1939
 FC0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0781+STABILITY: SURFACE MOTION
 FC0781
 FC0781  HISTORY     - Date     Condition        Report By
 FC0781  HISTORY     - 1939     MONUMENTED       TVA
 FC0781  HISTORY     - 1950     GOOD             NGS
 FC0781
 FC0781                          STATION DESCRIPTION
 FC0781
 FC0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0781'9.8 MI W FROM SWEETWATER.
 FC0781'9.85 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0781'HIGHWAY 11 AT SWEETWATER, ABOUT 0.8 MILE WEST OF BEULAH CHURCH AND
 FC0781'CEMETERY, ABOUT 0.1 MILE EAST OF MT. PISGAH CHURCH, AT THE
 FC0781'JUNCTION OF A GRAVEL ROAD SOUTH AND HEISKELL STORE, 30 FEET SOUTH
 FC0781'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE
 FC0781'OF THE ROAD SOUTH, 10 FEET NORTHWEST OF THE NORTHWEST CORNER
 FC0781'OF THE STORE BUILDING, ABOUT IN LINE WITH THE NORTH EDGE OF THE
 FC0781'FRONT PORCH OF STORE, 46.5 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 FC0781'THE CENTER OF THE BOTTOM STEP OF CONCRETE STEPS ON HIGHWAY
 FC0781'CUT LEADING TO A HOUSE, ABOUT 1/2 FOOT BELOW THE HIGHWAY AND
 FC0781'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 FC0781'MARK IS IN A POOR LOCATION AS IT IS DRIVEN OVER BY CARS AND
 FC0781'TRUCKS.  MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0303 ***********************************************************************
 FC0303  DESIGNATION -  MS 290
 FC0303  PID         -  FC0303
 FC0303  STATE/COUNTY-  TN/MONROE
 FC0303  USGS QUAD   -  SWEETWATER (1989)
 FC0303
 FC0303                         *CURRENT SURVEY CONTROL
 FC0303  ___________________________________________________________________
 FC0303* NAD 83(1986)-  35 37 29.     (N)    084 29 56.     (W)     SCALED    
 FC0303* NAVD 88     -       281.681  (meters)     924.15   (feet)  ADJUSTED  
 FC0303  ___________________________________________________________________
 FC0303  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0303  DYNAMIC HT  -         281.408 (meters)     923.25  (feet)  COMP
 FC0303  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 FC0303
 FC0303  VERT ORDER  -  SECOND    CLASS 0
 FC0303
 FC0303.The horizontal coordinates were scaled from a topographic map and have
 FC0303.an estimated accuracy of +/- 6 seconds.
 FC0303
 FC0303.The orthometric height was determined by differential leveling
 FC0303.and adjusted by the National Geodetic Survey in June 1991..
 FC0303
 FC0303.The geoid height was determined by GEOID03.
 FC0303
 FC0303.The dynamic height is computed by dividing the NAVD 88
 FC0303.geopotential number by the normal gravity value computed on the
 FC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0303.degrees latitude (g = 980.6199 gals.).
 FC0303
 FC0303.The modeled gravity was interpolated from observed gravity values.
 FC0303
 FC0303;                    North         East    Units  Estimated Accuracy
 FC0303;SPC TN       -   144,320.      735,970.      MT  (+/- 180 meters Scaled)
 FC0303
 FC0303                          SUPERSEDED SURVEY CONTROL
 FC0303
 FC0303  NGVD 29 (??/??/92)  281.761  (m)          924.41   (f) ADJ UNCH    2 0
 FC0303
 FC0303.Superseded values are not recommended for survey control.
 FC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0303.See file dsdata.txt to determine how the superseded data were derived.
 FC0303
 FC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE265452(NAD 83)
 FC0303_MARKER: DD = SURVEY DISK
 FC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0303_STAMPING: MS 290 1939
 FC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0303+STABILITY: SURFACE MOTION
 FC0303
 FC0303  HISTORY     - Date     Condition        Report By
 FC0303  HISTORY     - 1939     MONUMENTED       TVA
 FC0303  HISTORY     - 1961     GOOD             NGS
 FC0303
 FC0303                          STATION DESCRIPTION
 FC0303
 FC0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0303'3.4 MI NW FROM SWEETWATER.
 FC0303'FROM THE POST OFFICE IN SWEETWATER, GO 0.5 MILE NORTH ON U.S.
 FC0303'HIGHWAY 11 TO OAKLAND DRIVE, THEN GO 2.9 MILES WESTERLY ON
 FC0303'OAKLAND DRIVE TO A Y JUNCTION.  THE BENCH MARK IS AT THE Y
 FC0303'JUNCTION, 39 FT. SOUTH OF A LONE 30-INCH CEDAR TREE IN A YARD,
 FC0303'29 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 6 FT. NORTHEAST OF
 FC0303'A FENCE, 0.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0303'OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 10 FT. ABOVE
 FC0303'THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0608 ***********************************************************************
 FC0608  DESIGNATION -  MS 574
 FC0608  PID         -  FC0608
 FC0608  STATE/COUNTY-  TN/BRADLEY
 FC0608  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0608
 FC0608                         *CURRENT SURVEY CONTROL
 FC0608  ___________________________________________________________________
 FC0608* NAD 83(1986)-  35 11 32.     (N)    084 53 06.     (W)     SCALED    
 FC0608* NAVD 88     -       270.233  (meters)     886.59   (feet)  ADJUSTED  
 FC0608  ___________________________________________________________________
 FC0608  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0608  DYNAMIC HT  -         269.966 (meters)     885.71  (feet)  COMP
 FC0608  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 FC0608
 FC0608  VERT ORDER  -  SECOND    CLASS 0
 FC0608
 FC0608.The horizontal coordinates were scaled from a topographic map and have
 FC0608.an estimated accuracy of +/- 6 seconds.
 FC0608
 FC0608.The orthometric height was determined by differential leveling
 FC0608.and adjusted by the National Geodetic Survey in June 1991..
 FC0608
 FC0608.The geoid height was determined by GEOID03.
 FC0608
 FC0608.The dynamic height is computed by dividing the NAVD 88
 FC0608.geopotential number by the normal gravity value computed on the
 FC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0608.degrees latitude (g = 980.6199 gals.).
 FC0608
 FC0608.The modeled gravity was interpolated from observed gravity values.
 FC0608
 FC0608;                    North         East    Units  Estimated Accuracy
 FC0608;SPC TN       -    95,870.      701,550.      MT  (+/- 180 meters Scaled)
 FC0608
 FC0608                          SUPERSEDED SURVEY CONTROL
 FC0608
 FC0608  NGVD 29 (??/??/92)  270.258  (m)          886.67   (f) ADJ UNCH    2 0
 FC0608
 FC0608.Superseded values are not recommended for survey control.
 FC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0608.See file dsdata.txt to determine how the superseded data were derived.
 FC0608
 FC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD925964(NAD 83)
 FC0608_MARKER: DS = TRIANGULATION STATION DISK
 FC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0608_STAMPING: MS 574
 FC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0608+STABILITY: SURFACE MOTION
 FC0608
 FC0608  HISTORY     - Date     Condition        Report By
 FC0608  HISTORY     - UNK      MONUMENTED       TVA
 FC0608  HISTORY     - 1962     GOOD             NGS
 FC0608  HISTORY     - 1967     GOOD             NGS
 FC0608
 FC0608                          STATION DESCRIPTION
 FC0608
 FC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0608'2.9 MI NW FROM CLEVELAND.
 FC0608'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0608'(GEORGETOWN PIKE) FOR 2.9 MILES TO A FORK AND THE MARK ABOUT 50
 FC0608'FEET NORTH, 25 FEET EAST OF THE CENTER OF STATE HIGHWAY 60,
 FC0608'3.9 FEET SOUTHEAST OF POWER LINE POLE, 0.6 FEET WEST OF A
 FC0608'WITNESS SIGN.  A DISK SET IN THE TOP OF CONCRETE POST ABOUT 3
 FC0608'FEET ABOVE THE ROAD.
 FC0608
 FC0608                          STATION RECOVERY (1967)
 FC0608
 FC0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5173 ***********************************************************************
 AI5173  DESIGNATION -  MSCAA CONTROL PT 58
 AI5173  PID         -  AI5173
 AI5173  STATE/COUNTY-  TN/SHELBY
 AI5173  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AI5173
 AI5173                         *CURRENT SURVEY CONTROL
 AI5173  ___________________________________________________________________
 AI5173* NAD 83(1995)-  35 03 31.98211(N)    089 57 13.88826(W)     ADJUSTED  
 AI5173* NAVD 88     -        89.1    (meters)     292.     (feet)  GPS OBS   
 AI5173  ___________________________________________________________________
 AI5173  X           -       4,209.253 (meters)                     COMP
 AI5173  Y           -  -5,226,725.912 (meters)                     COMP
 AI5173  Z           -   3,643,251.645 (meters)                     COMP
 AI5173  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AI5173  ELLIP HEIGHT-          61.68  (meters)          (05/18/00) GPS OBS
 AI5173  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AI5173
 AI5173  HORZ ORDER  -  THIRD
 AI5173  ELLP ORDER  -  FOURTH    CLASS II
 AI5173
 AI5173.This mark is at Memphis Intl Airport (MEM)
 AI5173
 AI5173.The horizontal coordinates were established by GPS observations
 AI5173.and adjusted by the National Geodetic Survey in May 2000..
 AI5173
 AI5173.The orthometric height was determined by GPS observations and a
 AI5173.high-resolution geoid model.
 AI5173
 AI5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5173
 AI5173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5173
 AI5173.The ellipsoidal height was determined by GPS observations
 AI5173.and is referenced to NAD 83.
 AI5173
 AI5173.The geoid height was determined by GEOID03.
 AI5173
 AI5173;                    North         East     Units Scale Factor Converg.
 AI5173;SPC TN       -    87,786.131   239,402.278   MT  1.00003922   -2 18 53.1
 AI5173;SPC TN       -   288,011.66    785,438.97   sFT  1.00003922   -2 18 53.1
 AI5173;UTM  16      - 3,883,564.056   230,607.909   MT  1.00049451   -1 41 52.0
 AI5173;UTM  15      - 3,883,817.504   777,811.102   MT  1.00055130   +1 45 03.2
 AI5173
 AI5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5173!SPC TN       -   0.99999032  x   1.00003922  =   1.00002954
 AI5173!UTM  16      -   0.99999032  x   1.00049451  =   1.00048482
 AI5173!UTM  15      -   0.99999032  x   1.00055130  =   1.00054161
 AI5173
 AI5173                          SUPERSEDED SURVEY CONTROL
 AI5173
 AI5173.No superseded survey control is available for this station.
 AI5173
 AI5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3060883564(NAD 83)
 AI5173_MARKER: DD = SURVEY DISK
 AI5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5173_STAMPING: MSCAA PRIMARY CONTROL PT 58 1997
 AI5173_MARK LOGO: LOCENG
 AI5173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5173+STABILITY: SURFACE MOTION
 AI5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5173+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI5173
 AI5173  HISTORY     - Date     Condition        Report By
 AI5173  HISTORY     - 1997     MONUMENTED       LOCENG
 AI5173
 AI5173                          STATION DESCRIPTION
 AI5173
 AI5173'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 AI5173'THE STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS
 AI5173'SOUTH OF INTERSTATE 240, ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF THE
 AI5173'JUNCTION OF INTERSTATES 55 AND 240 AND 6.4 KM (3.95 MI) SOUTH OF THE
 AI5173'JUNCTION OF INTERSTATE 240 AND US HIGHWAY 78.  THE STATION IS LOCATED
 AI5173'IN THE NORTHEAST SECTION OF THE AIRPORT NORTHEAST OF THE APPROACH END
 AI5173'OF RUNWAY 27.  OWNERSHIP--MEMPHIS SHELBY COUNTY AIRPORT AUTHORITY,
 AI5173'DIRECTOR OF DEVELOPMENT ROBERT A BEESLEY, P.O.  BOX 30168, MEMPHIS, TN
 AI5173'38130-0168.  PHONE- 901-922-8032.  TO REACH FROM THE TERMINAL BUILDING
 AI5173'PROCEED TO THE NORTHWEST CORNER OF THE TERMINAL RAMP. PROCEED NORTH ON
 AI5173'TAXIWAY (N) FOR 1.1 KM (0.70 MI) TO AN EAST-WEST PARALLEL TAXIWAY.
 AI5173'TURN RIGHT AND GO EAST ON TAXIWAY (A) FOR 2.6 KM (1.60 MI) TO THE EAST
 AI5173'END OF THE TAXIWAY AND RUNWAY 9/27.  CROSS THE APPROACH END OF RUNWAY
 AI5173'9/27 ON TAXIWAY (V) FOR 0.37 KM (0.20 MI) TO A PAVED ROAD ON THE
 AI5173'RIGHT.  TURN RIGHT AND GO EAST ON PAVED AIRPORT ACCESS ROAD FOR 0.08
 AI5173'KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A ALUMINUM
 AI5173'SURVEY DISK STAMPED--MSCAA PRIMARY CONTROL PT 58, A/H 1998-- SET IN
 AI5173'THE TOP OF A ROUND CONCRETE POST.  IT IS 177.8 M (583.3 FT) EAST OF
 AI5173'THE RUNWAY 27 THRESHOLD, 128.7 M (422.2 FT) NORTH OF THE EXTENDED
 AI5173'CENTER LINE OF RUNWAY 9/27, 12.3 FEET (3.7 M) SOUTH OF THE CENTER THE
 AI5173'PAVED ROAD AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2444 ***********************************************************************
 FB2444  DESIGNATION -  MT CAMMERER LOOKOUT TOWER
 FB2444  PID         -  FB2444
 FB2444  STATE/COUNTY-  TN/COCKE
 FB2444  USGS QUAD   -  HARTFORD (1968)
 FB2444
 FB2444                         *CURRENT SURVEY CONTROL
 FB2444  ___________________________________________________________________
 FB2444* NAD 83(1995)-  35 45 48.71734(N)    083 09 40.75456(W)     ADJUSTED  
 FB2444* NAVD 88     -      1503.1    (meters)    4931.     (feet)  VERTCON   
 FB2444  ___________________________________________________________________
 FB2444  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 FB2444  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FB2444
 FB2444  HORZ ORDER  -  THIRD
 FB2444
 FB2444.The horizontal coordinates were established by classical geodetic methods
 FB2444.and adjusted by the National Geodetic Survey in April 1999..
 FB2444
 FB2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2444
 FB2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2444
 FB2444.The geoid height was determined by GEOID03.
 FB2444
 FB2444;                    North         East     Units Scale Factor Converg.
 FB2444;SPC TN       -   162,401.579   856,658.655   MT  0.99994916   +1 39 42.8
 FB2444;SPC TN       -   532,812.51  2,810,554.27   sFT  0.99994916   +1 39 42.8
 FB2444;UTM  17      - 3,959,875.692   304,610.623   MT  1.00007046   -1 15 48.8
 FB2444
 FB2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2444!SPC TN       -   0.99976878  x   0.99994916  =   0.99971795
 FB2444!UTM  17      -   0.99976878  x   1.00007046  =   0.99983922
 FB2444
 FB2444                          SUPERSEDED SURVEY CONTROL
 FB2444
 FB2444  NAD 83(1995)-  35 45 48.72234(N)    083 09 40.75967(W) AD(       ) 4
 FB2444  NAD 83(1986)-  35 45 48.72799(N)    083 09 40.75500(W) AD(       ) 4
 FB2444  NAD 27      -  35 45 48.37500(N)    083 09 41.21300(W) AD(       ) 3
 FB2444  NGVD 29 (07/19/86) 1503.2    (m)         4932.     (f) VERT ANG       
 FB2444
 FB2444.Superseded values are not recommended for survey control.
 FB2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2444.See file dsdata.txt to determine how the superseded data were derived.
 FB2444
 FB2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0461159876(NAD 83)
 FB2444_MARKER: 57 = LOOKOUT TOWER
 FB2444
 FB2444  HISTORY     - Date     Condition        Report By
 FB2444  HISTORY     - 1961     FIRST OBSERVED   CGS
 FB2444
 FB2444                          STATION DESCRIPTION
 FB2444
 FB2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2444'THE STATION IS LOCATED IN THE EASTERN SECTION OF THE SMOKY MOUNTAIN
 FB2444'NATIONAL PARK. IT IS ABOUT 6 MILES SOUTHEAST OF COSBY, 4 MILES
 FB2444'SOUTH OF HARTFORD AND ON THE TOP OF MOUNT CAMMERER.
 FB2444'
 FB2444'THE STATION IS A ROUND BALL AT THE TOP AND CENTER OF A STONE, WOOD
 FB2444'AND GLASS BUILDING. THE BUILDING IS ABOUT 20 FEET HIGH AND
 FB2444'CIRCULAR IN SHAPE WITH A CONICAL ROOF.
 FB2444'
 FB2444'THE STATION IS AT THE SITE OF TRIANGULATION STATION CAMMERER.  FOR A
 FB2444'TO REACH SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2535 ***********************************************************************
 FE2535  DESIGNATION -  MT CARMEL
 FE2535  PID         -  FE2535
 FE2535  STATE/COUNTY-  TN/TIPTON
 FE2535  USGS QUAD   -  BRIGHTON (1981)
 FE2535
 FE2535                         *CURRENT SURVEY CONTROL
 FE2535  ___________________________________________________________________
 FE2535* NAD 83(1995)-  35 29 48.25514(N)    089 38 52.17798(W)     ADJUSTED  
 FE2535* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 FE2535  ___________________________________________________________________
 FE2535  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FE2535  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2535
 FE2535  HORZ ORDER  -  SECOND
 FE2535
 FE2535.The horizontal coordinates were established by classical geodetic methods
 FE2535.and adjusted by the National Geodetic Survey in April 1999..
 FE2535
 FE2535.The orthometric height was scaled from a topographic map.
 FE2535
 FE2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2535
 FE2535.The geoid height was determined by GEOID03.
 FE2535
 FE2535;                    North         East     Units Scale Factor Converg.
 FE2535;SPC TN       -   135,246.275   269,109.479   MT  0.99996563   -2 08 08.1
 FE2535;SPC TN       -   443,720.49    882,903.35   sFT  0.99996563   -2 08 08.1
 FE2535;UTM  16      - 3,931,355.446   259,822.557   MT  1.00031093   -1 32 17.6
 FE2535
 FE2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2535!SPC TN       -   0.99998403  x   0.99996563  =   0.99994966
 FE2535!UTM  16      -   0.99998403  x   1.00031093  =   1.00029495
 FE2535
 FE2535:                Primary Azimuth Mark                     Grid Az
 FE2535:SPC TN       -  COVINGTON MUNICIPAL TANK                 002 51 41.7
 FE2535:UTM  16      -  COVINGTON MUNICIPAL TANK                 002 15 51.2
 FE2535
 FE2535|---------------------------------------------------------------------|
 FE2535| PID    Reference Object                     Distance      Geod. Az  |
 FE2535|                                                           dddmmss.s |
 FE2535| FE2643 COVINGTON MUNICIPAL TANK            APPROX. 7.6 KM 0004333.6 |
 FE2535| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 8.3 KM 0044639.3 |
 FE2535| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX. 7.6 KM 0050054.6 |
 FE2535| CG4626 MT CARMEL RM 1                       26.239 METERS 03827     |
 FE2535| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX. 6.7 KM 0631745.2 |
 FE2535| CG4625 MT CARMEL AZ MK                                    1862837.0 |
 FE2535| CG4627 MT CARMEL RM 2                       24.548 METERS 26854     |
 FE2535|---------------------------------------------------------------------|
 FE2535
 FE2535                          SUPERSEDED SURVEY CONTROL
 FE2535
 FE2535  NAD 83(1995)-  35 29 48.26225(N)    089 38 52.17885(W) AD(       ) 2
 FE2535  NAD 83(1986)-  35 29 48.26688(N)    089 38 52.17912(W) AD(       ) 2
 FE2535  NAD 27      -  35 29 47.97130(N)    089 38 51.89770(W) AD(       ) 2
 FE2535
 FE2535.Superseded values are not recommended for survey control.
 FE2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2535.See file dsdata.txt to determine how the superseded data were derived.
 FE2535
 FE2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5982331355(NAD 83)
 FE2535_MARKER: DS = TRIANGULATION STATION DISK
 FE2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2535
 FE2535  HISTORY     - Date     Condition        Report By
 FE2535  HISTORY     - 1958     MONUMENTED       CGS
 FE2535
 FE2535                          STATION DESCRIPTION
 FE2535
 FE2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2535'THE STATION IS ABOUT 4 MILES EAST OF BRIGHTON, ABOUT 4 MILES SOUTH OF
 FE2535'COVINGTON AND ON PROPERTY OWNED BY THE MT. CARMEL PRESBYTERIAN
 FE2535'CHURCH.  IT IS 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE2535'HOUSE, 58 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET
 FE2535'SOUTHEAST OF A 36 INCH MAPLE TREE AND 24 FEET NORTH OF THE CENTERLINE
 FE2535'OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MT
 FE2535'CARMEL 1958.
 FE2535'
 FE2535'TO REACH THE STATION FROM THE COVINGTON HIGH SCHOOL IN COVINGTON, GO
 FE2535'SOUTH ON COLLEGE STREET FOR 4.2 MILES TO THE MT.  CARMEL
 FE2535'PRESBYTERIAN CHURCH AND THE STATION ON THE LEFT AS DESCRIBED.
 FE2535'
 FE2535'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 FE2535'PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE2535'DESCRIBED.
 FE2535'
 FE2535'REFERENCE MARK 1 IS 64 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2535'CHURCH AND 16 FEET NORTH OF A 20 INCH CEDAR TREE.  THE MONUMENT IS
 FE2535'FLUSH AND THE DISK IS STAMPED MT CARMEL NO 1 1958.
 FE2535'
 FE2535'REFERENCE MARK 2 IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FE2535'CHURCH AND 12 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.
 FE2535'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MT CARMEL NO 2 1958.
 FE2535'
 FE2535'THE AZIMUTH MARK IS 59 FEET SOUTHWEST OF THE INTERSECTION OF A
 FE2535'GRAVELED SIDE ROAD EAST AND THE PAVED ROAD SOUTH, 23 FEET WEST OF THE
 FE2535'CENTERLINE OF THE PAVED ROAD, 1 FOOT NORTH OF A WHITE WITNESS POST
 FE2535'AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2535'STAMPED MT CARMEL 1958.
 FE2535'
 FE2535'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2415 ***********************************************************************
 GC2415  DESIGNATION -  MT DENSON
 GC2415  PID         -  GC2415
 GC2415  STATE/COUNTY-  TN/ROBERTSON
 GC2415  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2415
 GC2415                         *CURRENT SURVEY CONTROL
 GC2415  ___________________________________________________________________
 GC2415* NAD 83(1995)-  36 32 34.07849(N)    086 53 21.71171(W)     ADJUSTED  
 GC2415* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 GC2415  ___________________________________________________________________
 GC2415  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2415  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC2415
 GC2415  HORZ ORDER  -  THIRD
 GC2415
 GC2415.The horizontal coordinates were established by classical geodetic methods
 GC2415.and adjusted by the National Geodetic Survey in April 1999..
 GC2415
 GC2415.The orthometric height was scaled from a topographic map.
 GC2415
 GC2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2415
 GC2415.The geoid height was determined by GEOID03.
 GC2415
 GC2415;                    North         East     Units Scale Factor Converg.
 GC2415;SPC TN       -   245,507.392   520,363.862   MT  1.00002480   -0 31 14.4
 GC2415;SPC TN       -   805,468.84  1,707,227.10   sFT  1.00002480   -0 31 14.4
 GC2415;UTM  16      - 4,044,161.289   509,902.550   MT  0.99960121   +0 03 57.2
 GC2415
 GC2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2415!SPC TN       -   0.99996998  x   1.00002480  =   0.99999478
 GC2415!UTM  16      -   0.99996998  x   0.99960121  =   0.99957120
 GC2415
 GC2415|---------------------------------------------------------------------|
 GC2415| PID    Reference Object                     Distance      Geod. Az  |
 GC2415|                                                           dddmmss.s |
 GC2415| CG6143 MT DENSON RM 1                       28.663 METERS 03414     |
 GC2415| CG6144 MT DENSON RM 2                       28.195 METERS 11144     |
 GC2415| GC2416 SPRINGFIELD N MUNICIPAL TANK        APPROX. 4.2 KM 1670850.0 |
 GC2415| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 4.7 KM 1804602.6 |
 GC2415| CG6142 MT DENSON AZ MK                                    1991813.3 |
 GC2415|---------------------------------------------------------------------|
 GC2415
 GC2415                          SUPERSEDED SURVEY CONTROL
 GC2415
 GC2415  NAD 83(1995)-  36 32 34.08044(N)    086 53 21.71421(W) AD(       ) 3
 GC2415  NAD 83(1995)-  36 32 34.08020(N)    086 53 21.71592(W) AD(       ) 3
 GC2415  NAD 83(1986)-  36 32 34.08787(N)    086 53 21.71621(W) AD(       ) 3
 GC2415  NAD 27      -  36 32 33.93300(N)    086 53 21.72500(W) AD(       ) 3
 GC2415
 GC2415.Superseded values are not recommended for survey control.
 GC2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2415.See file dsdata.txt to determine how the superseded data were derived.
 GC2415
 GC2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0990344161(NAD 83)
 GC2415_MARKER: DS = TRIANGULATION STATION DISK
 GC2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2415
 GC2415  HISTORY     - Date     Condition        Report By
 GC2415  HISTORY     - 1953     MONUMENTED       CGS
 GC2415
 GC2415                          STATION DESCRIPTION
 GC2415
 GC2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2415'STATION IS LOCATED 2.5 MILES NORTH OF SPRINGFIELD ON THE GROUNDS OF
 GC2415'THE MT. DENSON COLUMBIA PRESBYTERIAN CHURCH.  IT IS 106 FEET
 GC2415'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 29 FEET WEST OF THE
 GC2415'CENTER OF A GRAVEL ROAD, 22 FEET SOUTHWEST OF THE SOUTHWEST
 GC2415'CORNER OF A BUILDING AND 12 FEET EAST OF A FENCE LINE AND WHITE
 GC2415'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT.
 GC2415'DENSON 1953.
 GC2415'
 GC2415'REFERENCE MARK NO. 1 IS 43 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 GC2415'ROAD AND 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2415'CHURCH.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT. DENSON NO. 1
 GC2415'1953.
 GC2415'
 GC2415'REFERENCE MARK NO. 2 IS 68 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GC2415'A HOUSE AND 52 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GC2415'HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT. DENSON NO. 2
 GC2415'1953.
 GC2415'
 GC2415'AZIMUTH MARK IS 10 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 6
 GC2415'FEET WEST OF A 24 INCH OAK TREE AND 2 FEET EAST OF A WHITE
 GC2415'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT. DENSON
 GC2415'1953.
 GC2415'
 GC2415'TO REACH THE STATION FROM THE ROBERTSON COUNTY COURTHOUSE IN
 GC2415'SPRINGFIELD, GO NORTH ON U.S. HIGHWAY 41 FOR 2.8 MILES TO A GRAVEL
 GC2415'T-ROAD LEFT AT THE MT. DENSON COLUMBIA PRESBYTERIAN CHURCH AND THE
 GC2415'STATION AS DESCRIBED.  TURN LEFT ON GRAVEL ROAD AND GO 0.2 MILE TO
 GC2415'THE AZIMUTH MARK AS DESCRIBED.
 GC2415'
 GC2415'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2297 ***********************************************************************
 FE2297  DESIGNATION -  MT GILEAD LOT WT 14
 FE2297  PID         -  FE2297
 FE2297  STATE/COUNTY-  TN/HENDERSON
 FE2297  USGS QUAD   -  CEDAR GROVE (1983)
 FE2297
 FE2297                         *CURRENT SURVEY CONTROL
 FE2297  ___________________________________________________________________
 FE2297* NAD 83(1995)-  35 46 48.60109(N)    088 32 12.85283(W)     ADJUSTED  
 FE2297* NAVD 88     -                                                        
 FE2297  ___________________________________________________________________
 FE2297  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE2297  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2297
 FE2297  HORZ ORDER  -  THIRD
 FE2297
 FE2297.The horizontal coordinates were established by classical geodetic methods
 FE2297.and adjusted by the National Geodetic Survey in April 1999..
 FE2297
 FE2297
 FE2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2297
 FE2297.The geoid height was determined by GEOID03.
 FE2297
 FE2297;                    North         East     Units Scale Factor Converg.
 FE2297;SPC TN       -   163,497.178   370,667.700   MT  0.99994884   -1 29 06.7
 FE2297;SPC TN       -   536,406.99  1,216,098.95   sFT  0.99994884   -1 29 06.7
 FE2297;UTM  16      - 3,960,655.617   361,093.806   MT  0.99983776   -0 53 55.4
 FE2297
 FE2297                          SUPERSEDED SURVEY CONTROL
 FE2297
 FE2297  NAD 83(1995)-  35 46 48.60464(N)    088 32 12.85901(W) AD(       ) 4
 FE2297  NAD 83(1986)-  35 46 48.61218(N)    088 32 12.85366(W) AD(       ) 4
 FE2297  NAD 27      -  35 46 48.37400(N)    088 32 12.66500(W) AD(       ) 3
 FE2297
 FE2297.Superseded values are not recommended for survey control.
 FE2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2297.See file dsdata.txt to determine how the superseded data were derived.
 FE2297
 FE2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6109460656(NAD 83)
 FE2297_MARKER: 57 = LOOKOUT TOWER
 FE2297
 FE2297  HISTORY     - Date     Condition        Report By
 FE2297  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2297
 FE2297                          STATION DESCRIPTION
 FE2297
 FE2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2297'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF CEDAR GROVE. THE
 FE2297'STATION IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB,
 FE2297'COLORED GRAY AND IS ABOUT 100 FEET IN OVERALL HEIGHT. THE TOP AND
 FE2297'CENTER WAS THE POINT INTERSECTED.
 FE2297'
 FE2297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 FE2297'STATE HIGHWAY NO. 104 IN CEDAR GROVE, GO SOUTHEAST ON STATE
 FE2297'HIGHWAY NO. 104 FOR 5.0 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 FE2297'AND GO WESTERLY FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 FE2297'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1811 ***********************************************************************
 FC1811  DESIGNATION -  MT ROOSEVELT TNGS LOT NC 1
 FC1811  PID         -  FC1811
 FC1811  STATE/COUNTY-  TN/ROANE
 FC1811  USGS QUAD   -  ROCKWOOD (1980)
 FC1811
 FC1811                         *CURRENT SURVEY CONTROL
 FC1811  ___________________________________________________________________
 FC1811* NAD 83(1995)-  35 51 59.46550(N)    084 42 51.55254(W)     ADJUSTED  
 FC1811* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 FC1811  ___________________________________________________________________
 FC1811  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FC1811  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1811
 FC1811  HORZ ORDER  -  THIRD
 FC1811
 FC1811.The horizontal coordinates were established by classical geodetic methods
 FC1811.and adjusted by the National Geodetic Survey in April 1999..
 FC1811
 FC1811.The orthometric height was scaled from a topographic map.
 FC1811
 FC1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1811
 FC1811.The geoid height was determined by GEOID03.
 FC1811
 FC1811;                    North         East     Units Scale Factor Converg.
 FC1811;SPC TN       -   170,867.995   716,107.359   MT  0.99994856   +0 45 09.7
 FC1811;SPC TN       -   560,589.41  2,349,428.89   sFT  0.99994856   +0 45 09.7
 FC1811;UTM  16      - 3,971,555.993   706,366.790   MT  1.00012480   +1 20 22.7
 FC1811
 FC1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1811!SPC TN       -   0.99990771  x   0.99994856  =   0.99985627
 FC1811!UTM  16      -   0.99990771  x   1.00012480  =   1.00003250
 FC1811
 FC1811                          SUPERSEDED SURVEY CONTROL
 FC1811
 FC1811  NAD 83(1995)-  35 51 59.47212(N)    084 42 51.55254(W) AD(       ) 4
 FC1811  NAD 83(1986)-  35 51 59.47777(N)    084 42 51.55049(W) AD(       ) 4
 FC1811  NAD 27      -  35 51 59.21400(N)    084 42 51.76700(W) AD(       ) 3
 FC1811
 FC1811.Superseded values are not recommended for survey control.
 FC1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1811.See file dsdata.txt to determine how the superseded data were derived.
 FC1811
 FC1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0636771556(NAD 83)
 FC1811_MARKER: 57 = LOOKOUT TOWER
 FC1811
 FC1811  HISTORY     - Date     Condition        Report By
 FC1811  HISTORY     - 1960     FIRST OBSERVED   TNGS
 FC1811
 FC1811                          STATION DESCRIPTION
 FC1811
 FC1811'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1960
 FC1811'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST
 FC1811'ON ROCKWOOD STREET FOR 0.6 OF A MILE TO SPRING STREET ON THE
 FC1811'RIGHT.  TURN RIGHT ON SPRING STREET AND GO EAST-NORTHEAST FOR 0.65 OF
 FC1811'A MILE TO A RAILROAD CROSSING, CONTINUE ABOUT 0.1 OF A MILE TO
 FC1811'COUNTY ROUTE 2590 SHARP LEFT.  HERE TURN SHARP LEFT AND FOLLOW
 FC1811'WINDING COUNTY ROUTE 2590 IN A GENERAL NORTHERLY DIRECTION FOR 2.0
 FC1811'MILES TO WHERE COUNTY ROUTE 2590 BEARS LEFT AND A GRAVELED ROAD
 FC1811'CONTINUES AHEAD JUST AFTER PASSING UNDER INTERSTATE ROUTE 40.  HERE
 FC1811'CONTINUE AHEAD ON GRAVELED AND GRADED SWITCH-BACK ROAD IN A GENERAL
 FC1811'EASTERLY DIRECTION FOR 0.8 OF A MILE TO TOP OF NARROW, ROCKY RIDGE AT
 FC1811'EDGE OF ROCK BLUFF WHERE LARGE POWER TRANSMISSION LINES BREAK SHARP
 FC1811'INTO THE VALLEY AND THE STATION NEAR A LARGE STEEL TOWER
 FC1811'
 FC1811'SET UNDER THE CENTER OF THE T.S.F.S.L.O.T.
 FC1811'NO. NC 1.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS
 FC1811'ENCLOSED CAB, COLORED GRAY AND THE OVER-ALL HEIGHT IS 60 FEET.  THE
 FC1811'MARK IS A STANDARD TENN. GEOD. S. MARK SET IN A CONCRETE POST,
 FC1811'PROJECTS 15 INCHES, AND BEARS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1436 ***********************************************************************
 GC1436  DESIGNATION -  MT SINAI
 GC1436  PID         -  GC1436
 GC1436  STATE/COUNTY-  TN/DICKSON
 GC1436  USGS QUAD   -  DICKSON (1986)
 GC1436
 GC1436                         *CURRENT SURVEY CONTROL
 GC1436  ___________________________________________________________________
 GC1436* NAD 83(1995)-  36 00 17.18659(N)    087 24 17.99967(W)     ADJUSTED  
 GC1436* NAVD 88     -       251.325  (meters)     824.56   (feet)  ADJUSTED  
 GC1436  ___________________________________________________________________
 GC1436  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GC1436  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1436  DYNAMIC HT  -         251.104 (meters)     823.83  (feet)  COMP
 GC1436  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GC1436
 GC1436  HORZ ORDER  -  THIRD
 GC1436  VERT ORDER  -  SECOND    CLASS 0
 GC1436
 GC1436.The horizontal coordinates were established by classical geodetic methods
 GC1436.and adjusted by the National Geodetic Survey in April 1999..
 GC1436
 GC1436.The orthometric height was determined by differential leveling
 GC1436.and adjusted by the National Geodetic Survey in June 1991..
 GC1436
 GC1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1436
 GC1436.The geoid height was determined by GEOID03.
 GC1436
 GC1436.The dynamic height is computed by dividing the NAVD 88
 GC1436.geopotential number by the normal gravity value computed on the
 GC1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1436.degrees latitude (g = 980.6199 gals.).
 GC1436
 GC1436.The modeled gravity was interpolated from observed gravity values.
 GC1436
 GC1436;                    North         East     Units Scale Factor Converg.
 GC1436;SPC TN       -   186,354.343   473,337.989   MT  0.99995282   -0 49 21.2
 GC1436;SPC TN       -   611,397.54  1,552,943.05   sFT  0.99995282   -0 49 21.2
 GC1436;UTM  16      - 3,984,553.799   463,500.427   MT  0.99961641   -0 14 17.1
 GC1436
 GC1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1436!SPC TN       -   0.99996505  x   0.99995282  =   0.99991788
 GC1436!UTM  16      -   0.99996505  x   0.99961641  =   0.99958148
 GC1436
 GC1436:                Primary Azimuth Mark                     Grid Az
 GC1436:SPC TN       -  DICKSON MUNICIPAL TANK                   009 15 16.9
 GC1436:UTM  16      -  DICKSON MUNICIPAL TANK                   008 40 12.8
 GC1436
 GC1436|---------------------------------------------------------------------|
 GC1436| PID    Reference Object                     Distance      Geod. Az  |
 GC1436|                                                           dddmmss.s |
 GC1436| GC2562 DICKSON MUNICIPAL TANK              APPROX. 7.8 KM 0082555.7 |
 GC1436| GC1439 MT SINAI AZ MK                                     0580224.0 |
 GC1436| GC1438 MT SINAI RM 2                        26.039 METERS 17111     |
 GC1436| GC1437 MT SINAI RM 1                        25.893 METERS 34652     |
 GC1436|---------------------------------------------------------------------|
 GC1436
 GC1436                          SUPERSEDED SURVEY CONTROL
 GC1436
 GC1436  NAD 83(1995)-  36 00 17.18878(N)    087 24 18.00314(W) AD(       ) 3
 GC1436  NAD 83(1995)-  36 00 17.18895(N)    087 24 18.00329(W) AD(       ) 3
 GC1436  NAD 83(1986)-  36 00 17.19698(N)    087 24 18.00215(W) AD(       ) 3
 GC1436  NAD 27      -  36 00 16.97200(N)    087 24 17.95900(W) AD(       ) 3
 GC1436  NGVD 29 (??/??/92)  251.318  (m)          824.53   (f) ADJ UNCH    2 0
 GC1436
 GC1436.Superseded values are not recommended for survey control.
 GC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1436.See file dsdata.txt to determine how the superseded data were derived.
 GC1436
 GC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6350084554(NAD 83)
 GC1436_MARKER: DS = TRIANGULATION STATION DISK
 GC1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1436_STAMPING: MT SINAI 1953
 GC1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1436+STABILITY: SURFACE MOTION
 GC1436
 GC1436  HISTORY     - Date     Condition        Report By
 GC1436  HISTORY     - 1953     MONUMENTED       CGS
 GC1436  HISTORY     - 1959     GOOD             CGS
 GC1436  HISTORY     - 1959     GOOD             NGS
 GC1436
 GC1436                          STATION DESCRIPTION
 GC1436
 GC1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1436'STATION IS LOCATED 5 MILES SOUTH OF DICKSON AND 0.15 MILE SOUTH OF
 GC1436'THE MT. SINAI SCHOOL AND COMMUNITY CENTER AND ON PROPERTY OWNED
 GC1436'BY J.A. MOORE.  IT IS 49 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 11
 GC1436'FEET WEST OF A WHITE WITNESS POST AND 3 FEET NORTH OF A FENCE LINE.
 GC1436'THE MARK IS FLUSH AND THE DISK IS STAMPED MT SINAI 1953.
 GC1436'
 GC1436'REFERENCE MARK NO. 1 IS 85 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC1436'AND 20 FEET EAST OF THE CENTER OF A WOODS ROAD.  THE MARK PROJECTS
 GC1436'2 INCHES AND THE DISK IS STAMPED MT SINAI NO 1 1953.
 GC1436'
 GC1436'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC1436'AND 2 FEET NORTH OF A RAIL FENCE.  THE MARK IS FLUSH AND THE DISK
 GC1436'IS STAMPED MT SINAI NO 2 1953.
 GC1436'
 GC1436'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 GC1436'SOUTH OF A FENCE LINE AND 2 FEET WEST OF A WHITE WITNESS POST.
 GC1436'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MT SINAI 1953.
 GC1436'
 GC1436'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC1436'STATE HIGHWAY 48, IN DICKSON, GO SOUTH ON HIGHWAY 48 FOR 1.0 MILE
 GC1436'TO A SMALL CONCRETE BRIDGE AND A PAVED ROAD LEFT.  TURN LEFT AND GO
 GC1436'4.9 MILES TO A CROSSROAD (*) AT THE MT. SINAI SCHOOL AND COMMUNITY
 GC1436'CENTER.  CONTINUE FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 GC1436'DESCRIBED.
 GC1436'
 GC1436'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO 0.15
 GC1436'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC1436'
 GC1436'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC1436
 GC1436                          STATION RECOVERY (1959)
 GC1436
 GC1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1436'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GC1436'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC1436'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1436'
 GC1436'THE STATION IS LOCATED 5 MILES SOUTH OF DICKSON AND 0.15 MILE SOUTH
 GC1436'OF THE MT. SINAI SCHOOL.
 GC1436'
 GC1436'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC1436'STATE HIGHWAY 48 IN DICKSON, GO SOUTHERLY ON STATE HIGHWAY 48 FOR
 GC1436'1.0 MILE TO A SMALL CONCRETE BRIDGE AND A PAVED ROAD LEFT, TURN LEFT
 GC1436'AND GO 4.9 MILES TO A CROSSROAD (*) AT THE MT. SINAI SCHOOL,
 GC1436'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 GC1436'RIGHT AS DESCRIBED.
 GC1436'
 GC1436'THE STATION MARK IS A STANDARD STATION DISK STAMPED MT SINAI 1953.
 GC1436'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST, WHICH IS
 GC1436'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET WEST OF THE
 GC1436'CENTER OF A GRAVELED ROAD, 11 FEET WEST OF WITNESS POST AND 3 FEET
 GC1436'NORTH OF A FENCE LINE.
 GC1436'
 GC1436'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED MT SINAI NO
 GC1436'1 1953.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND
 GC1436'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 92 FEET
 GC1436'WEST OF THE CENTER OF A GRAVELED ROAD AND 20 FEET EAST OF THE
 GC1436'CENTER OF A WOODS ROAD.
 GC1436'
 GC1436'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED MT SINAI NO
 GC1436'2 1953.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST,
 GC1436'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22 FEET WEST OF
 GC1436'THE CENTER OF A GRAVELED ROAD AND 2 FEET WEST OF A FENCE LINE.
 GC1436'11A
 GC1436'
 GC1436'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED MT SINAI 1953.
 GC1436'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND
 GC1436'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET
 GC1436'NORTH OF THE CENTER OF A GRAVELED ROAD, 4 FEET SOUTH OF A FENCE
 GC1436'LINE AND 2 FEET WEST OF A WITNESS POST.
 GC1436'
 GC1436'TO REACH AZIMUTH MARK FROM CROSSROAD (*), TURN LEFT AND GO 0.15 MILE
 GC1436'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC1436'
 GC1436'HEIGHT OF LIGHT ABOVE STATION MARK-30.4-METERS.
 GC1436
 GC1436                          STATION RECOVERY (1959)
 GC1436
 GC1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GC1436'5.1 MI W FROM TIDWELL.
 GC1436'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46
 GC1436'IN TIDWELL, GO WEST ON THE GRAVELED ROAD 2.7 MILES, THENCE 0.5
 GC1436'MILES SOUTH ON A GRAVELED ROAD, THENCE 1.8 MILES WEST ON A GRAVELED
 GC1436'ROAD TO THE MT. SINAI SCHOOL, THENCE 0.1 MILE SOUTH ON A GRAVELED
 GC1436'ROAD TO THE CREST OF A HILL, 49 FT. WEST OF THE CENTER OF THE
 GC1436'GRAVELED ROAD, 11 FT. WEST OF A WITNESS SIGN, AND 3 FT. NORTH
 GC1436'OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 GC1436'WITH THE SURFACE OF THE GROUND, AND ABOUT 8 FT. ABOVE THE
 GC1436'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1439 ***********************************************************************
 GC1439  DESIGNATION -  MT SINAI AZ MK
 GC1439  PID         -  GC1439
 GC1439  STATE/COUNTY-  TN/DICKSON
 GC1439  USGS QUAD   -  DICKSON (1986)
 GC1439
 GC1439                         *CURRENT SURVEY CONTROL
 GC1439  ___________________________________________________________________
 GC1439* NAD 83(1986)-  36 00 23.     (N)    087 24 05.     (W)     SCALED    
 GC1439* NAVD 88     -       244.908  (meters)     803.50   (feet)  ADJUSTED  
 GC1439  ___________________________________________________________________
 GC1439  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1439  DYNAMIC HT  -         244.693 (meters)     802.80  (feet)  COMP
 GC1439  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 GC1439
 GC1439  VERT ORDER  -  SECOND    CLASS 0
 GC1439
 GC1439.The horizontal coordinates were scaled from a topographic map and have
 GC1439.an estimated accuracy of +/- 6 seconds.
 GC1439
 GC1439.The orthometric height was determined by differential leveling
 GC1439.and adjusted by the National Geodetic Survey in June 1991..
 GC1439
 GC1439.The geoid height was determined by GEOID03.
 GC1439
 GC1439.The dynamic height is computed by dividing the NAVD 88
 GC1439.geopotential number by the normal gravity value computed on the
 GC1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1439.degrees latitude (g = 980.6199 gals.).
 GC1439
 GC1439.The modeled gravity was interpolated from observed gravity values.
 GC1439
 GC1439;                    North         East    Units  Estimated Accuracy
 GC1439;SPC TN       -   186,530.      473,670.      MT  (+/- 180 meters Scaled)
 GC1439
 GC1439                          SUPERSEDED SURVEY CONTROL
 GC1439
 GC1439  NGVD 29 (??/??/92)  244.901  (m)          803.48   (f) ADJ UNCH    2 0
 GC1439
 GC1439.Superseded values are not recommended for survey control.
 GC1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1439.See file dsdata.txt to determine how the superseded data were derived.
 GC1439
 GC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE638847(NAD 83)
 GC1439_MARKER: DZ = AZIMUTH MARK DISK
 GC1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1439_STAMPING: MT SINAI 1953
 GC1439_MARK LOGO: CGS   
 GC1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1439+STABILITY: SURFACE MOTION
 GC1439
 GC1439  HISTORY     - Date     Condition        Report By
 GC1439  HISTORY     - 1953     MONUMENTED       CGS
 GC1439  HISTORY     - 1959     GOOD             CGS
 GC1439
 GC1439                          STATION DESCRIPTION
 GC1439
 GC1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1439'4.6 MI W FROM TIDWELL.
 GC1439'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1439'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1439'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD
 GC1439'2.7 MILES, THENCE 0.5 MILES SOUTH ON A GRAVELED ROAD, THENCE
 GC1439'1.6 MILES WEST ON A GRAVELED ROAD, 19 FT. NORTH OF THE CENTER OF
 GC1439'THE GRAVELED ROAD, 4 FT. SOUTH OF A FENCE, AND 2 FT. WEST OF A
 GC1439'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC1439'3 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1437 ***********************************************************************
 GC1437  DESIGNATION -  MT SINAI RM 1
 GC1437  PID         -  GC1437
 GC1437  STATE/COUNTY-  TN/DICKSON
 GC1437  USGS QUAD   -  DICKSON (1986)
 GC1437
 GC1437                         *CURRENT SURVEY CONTROL
 GC1437  ___________________________________________________________________
 GC1437* NAD 83(1986)-  36 00 16.     (N)    087 24 17.     (W)     SCALED    
 GC1437* NAVD 88     -       250.904  (meters)     823.17   (feet)  ADJUSTED  
 GC1437  ___________________________________________________________________
 GC1437  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1437  DYNAMIC HT  -         250.684 (meters)     822.45  (feet)  COMP
 GC1437  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GC1437
 GC1437  VERT ORDER  -  SECOND    CLASS 0
 GC1437
 GC1437.The horizontal coordinates were scaled from a topographic map and have
 GC1437.an estimated accuracy of +/- 6 seconds.
 GC1437
 GC1437.The orthometric height was determined by differential leveling
 GC1437.and adjusted by the National Geodetic Survey in June 1991..
 GC1437
 GC1437.The geoid height was determined by GEOID03.
 GC1437
 GC1437.The dynamic height is computed by dividing the NAVD 88
 GC1437.geopotential number by the normal gravity value computed on the
 GC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1437.degrees latitude (g = 980.6199 gals.).
 GC1437
 GC1437.The modeled gravity was interpolated from observed gravity values.
 GC1437
 GC1437;                    North         East    Units  Estimated Accuracy
 GC1437;SPC TN       -   186,320.      473,360.      MT  (+/- 180 meters Scaled)
 GC1437
 GC1437                          SUPERSEDED SURVEY CONTROL
 GC1437
 GC1437  NGVD 29 (??/??/92)  250.898  (m)          823.15   (f) ADJ UNCH    2 0
 GC1437
 GC1437.Superseded values are not recommended for survey control.
 GC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1437.See file dsdata.txt to determine how the superseded data were derived.
 GC1437
 GC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE635845(NAD 83)
 GC1437_MARKER: DR = REFERENCE MARK DISK
 GC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1437_STAMPING: MT SINAI NO 1 1953
 GC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1437+STABILITY: SURFACE MOTION
 GC1437
 GC1437  HISTORY     - Date     Condition        Report By
 GC1437  HISTORY     - 1953     MONUMENTED       CGS
 GC1437  HISTORY     - 1959     GOOD             NGS
 GC1437
 GC1437                          STATION DESCRIPTION
 GC1437
 GC1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1437'5.1 MI W FROM TIDWELL.
 GC1437'THIS MARK IS LOCATED AT THE MT SINAI 1953 STATION SITE, 84.9
 GC1437'FT. NORTH OF THE STATION MARK, 92 FT. WEST OF THE CENTER OF THE
 GC1437'GRAVELED ROAD, AND 20 FT. EAST OF THE CENTER OF A WOODS ROAD,
 GC1437'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND
 GC1437'ABOUT 10 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1438 ***********************************************************************
 GC1438  DESIGNATION -  MT SINAI RM 2
 GC1438  PID         -  GC1438
 GC1438  STATE/COUNTY-  TN/DICKSON
 GC1438  USGS QUAD   -  DICKSON (1986)
 GC1438
 GC1438                         *CURRENT SURVEY CONTROL
 GC1438  ___________________________________________________________________
 GC1438* NAD 83(1986)-  36 00 16.     (N)    087 24 17.     (W)     SCALED    
 GC1438* NAVD 88     -       251.229  (meters)     824.24   (feet)  ADJUSTED  
 GC1438  ___________________________________________________________________
 GC1438  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1438  DYNAMIC HT  -         251.009 (meters)     823.52  (feet)  COMP
 GC1438  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GC1438
 GC1438  VERT ORDER  -  SECOND    CLASS 0
 GC1438
 GC1438.The horizontal coordinates were scaled from a topographic map and have
 GC1438.an estimated accuracy of +/- 6 seconds.
 GC1438
 GC1438.The orthometric height was determined by differential leveling
 GC1438.and adjusted by the National Geodetic Survey in June 1991..
 GC1438
 GC1438.The geoid height was determined by GEOID03.
 GC1438
 GC1438.The dynamic height is computed by dividing the NAVD 88
 GC1438.geopotential number by the normal gravity value computed on the
 GC1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1438.degrees latitude (g = 980.6199 gals.).
 GC1438
 GC1438.The modeled gravity was interpolated from observed gravity values.
 GC1438
 GC1438;                    North         East    Units  Estimated Accuracy
 GC1438;SPC TN       -   186,320.      473,360.      MT  (+/- 180 meters Scaled)
 GC1438
 GC1438                          SUPERSEDED SURVEY CONTROL
 GC1438
 GC1438  NGVD 29 (??/??/92)  251.222  (m)          824.22   (f) ADJ UNCH    2 0
 GC1438
 GC1438.Superseded values are not recommended for survey control.
 GC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1438.See file dsdata.txt to determine how the superseded data were derived.
 GC1438
 GC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE635845(NAD 83)
 GC1438_MARKER: DR = REFERENCE MARK DISK
 GC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1438_STAMPING: MT SINAI NO 2 1953
 GC1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1438+STABILITY: SURFACE MOTION
 GC1438
 GC1438  HISTORY     - Date     Condition        Report By
 GC1438  HISTORY     - 1953     MONUMENTED       CGS
 GC1438  HISTORY     - 1959     GOOD             NGS
 GC1438
 GC1438                          STATION DESCRIPTION
 GC1438
 GC1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1438'5.1 MI W FROM TIDWELL.
 GC1438'THIS MARK IS LOCATED AT THE MT SINAI 1953 STATION SITE, 85.4
 GC1438'FT. SOUTH OF THE STATION MARK, 22 FT. WEST OF THE CENTER OF THE
 GC1438'GRAVELED ROAD, AND 2 FT. WEST OF A FENCE, A DISK SET IN TOP
 GC1438'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND
 GC1438'ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2411 ***********************************************************************
 GB2411  DESIGNATION -  MT UNION
 GB2411  PID         -  GB2411
 GB2411  STATE/COUNTY-  TN/JACKSON
 GB2411  USGS QUAD   -  DODSON BRANCH (1968)
 GB2411
 GB2411                         *CURRENT SURVEY CONTROL
 GB2411  ___________________________________________________________________
 GB2411* NAD 83(1995)-  36 16 17.32304(N)    085 31 29.97875(W)     ADJUSTED  
 GB2411* NAVD 88     -       330.2    (meters)    1083.     (feet)  VERTCON   
 GB2411  ___________________________________________________________________
 GB2411  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GB2411  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB2411
 GB2411  HORZ ORDER  -  SECOND
 GB2411
 GB2411.The horizontal coordinates were established by classical geodetic methods
 GB2411.and adjusted by the National Geodetic Survey in April 1999..
 GB2411
 GB2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2411
 GB2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2411
 GB2411.The geoid height was determined by GEOID03.
 GB2411
 GB2411;                    North         East     Units Scale Factor Converg.
 GB2411;SPC TN       -   215,141.588   642,679.884   MT  0.99997747   +0 16 41.1
 GB2411;SPC TN       -   705,843.69  2,108,525.59   sFT  0.99997747   +0 16 41.1
 GB2411;UTM  16      - 4,015,069.114   632,486.079   MT  0.99981627   +0 52 21.9
 GB2411
 GB2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2411!SPC TN       -   0.99995287  x   0.99997747  =   0.99993034
 GB2411!UTM  16      -   0.99995287  x   0.99981627  =   0.99976915
 GB2411
 GB2411:                Primary Azimuth Mark                     Grid Az
 GB2411:SPC TN       -  MT UNION AZ MK                           003 02 48.5
 GB2411:UTM  16      -  MT UNION AZ MK                           002 27 07.7
 GB2411
 GB2411|---------------------------------------------------------------------|
 GB2411| PID    Reference Object                     Distance      Geod. Az  |
 GB2411|                                                           dddmmss.s |
 GB2411| CG6152 MT UNION AZ MK                                     0031929.6 |
 GB2411| CG6153 MT UNION RM 1                        23.552 METERS 06338     |
 GB2411| CG6154 MT UNION RM 2                        22.723 METERS 15325     |
 GB2411| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX.12.8 KM 1671221.1 |
 GB2411| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.11.1 KM 1755054.5 |
 GB2411| GB2427 BAXTER MUNICIPAL TANK               APPROX.16.2 KM 2185127.1 |
 GB2411|---------------------------------------------------------------------|
 GB2411
 GB2411                          SUPERSEDED SURVEY CONTROL
 GB2411
 GB2411  NAD 83(1995)-  36 16 17.32513(N)    085 31 29.98064(W) AD(       ) 2
 GB2411  NAD 83(1995)-  36 16 17.32868(N)    085 31 29.98203(W) AD(       ) 2
 GB2411  NAD 83(1986)-  36 16 17.33464(N)    085 31 29.98115(W) AD(       ) 2
 GB2411  NAD 27      -  36 16 17.12000(N)    085 31 30.07300(W) AD(       ) 2
 GB2411  NGVD 29 (07/19/86)  330.3    (m)         1084.     (f) VERT ANG       
 GB2411
 GB2411.Superseded values are not recommended for survey control.
 GB2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2411.See file dsdata.txt to determine how the superseded data were derived.
 GB2411
 GB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3248615069(NAD 83)
 GB2411_MARKER: DS = TRIANGULATION STATION DISK
 GB2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2411
 GB2411  HISTORY     - Date     Condition        Report By
 GB2411  HISTORY     - 1949     MONUMENTED       CGS
 GB2411  HISTORY     - 1966     GOOD             TNHD
 GB2411
 GB2411                          STATION DESCRIPTION
 GB2411
 GB2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2411'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF BAXTER AND 8 MILES
 GB2411'NORTH OF COOKEVILLE NEAR THE MT. UNION METHODIST CHURCH. IT IS
 GB2411'52 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH, 28 FEET NORTH OF
 GB2411'CENTER OF A DIRT ROAD AND 5 FEET NORTHEAST OF A WHITE WITNESS
 GB2411'POST. THE MARK IS ABOUT 2 INCHES UNDER THE SURFACE OF THE GROUND AND
 GB2411'THE DISK IS STAMPED MT UNION 1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF CENTER OF DIRT ROAD. THE
 GB2411'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT UNION NO 1
 GB2411'1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF CENTER OF DIRT ROAD. THE
 GB2411'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT UNION NO 2
 GB2411'1949.
 GB2411'
 GB2411'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH OF STATION, 21 FEET
 GB2411'NORTH OF CENTER OF GRAVEL ROAD AND 2 FEET EAST OF A WHITE WITNESS
 GB2411'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT
 GB2411'UNION 1949.
 GB2411'
 GB2411'TO REACH STATION FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO
 GB2411'ALONG THE NORTH SIDE OF COURTHOUSE FOR 0.1 MILE TO WHERE STATE
 GB2411'HIGHWAY 135 GOES NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 135 FOR
 GB2411'8.0 MILES TO THE MT. UNION METHODIST CHURCH ON RIGHT AND STATION
 GB2411'AS DESCRIBED.
 GB2411'
 GB2411'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 135 FOR
 GB2411'0.6 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB2411'
 GB2411'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2411
 GB2411                          STATION RECOVERY (1966)
 GB2411
 GB2411'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2411'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. A SLIGHT
 GB2411'DISCREPANCY WAS NOTED IN THE DISTANCE TO REFERENCE MARK NO. 1. DUE
 GB2411'TO MINOR CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GB2411'
 GB2411'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF COOKEVILLE.
 GB2411'
 GB2411'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY
 GB2411'COURT HOUSE IN COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE
 GB2411'135 (DIXIE AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135
 GB2411'FOR 8.2 MILES TO THE MT UNION METHODIST CHURCH AND THE
 GB2411'STATION ON THE RIGHT.
 GB2411'
 GB2411'THE STATION IS 165 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2411'135, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 25
 GB2411'FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVE AT THE SOUTH EDGE OF
 GB2411'A SMALL PLOWED FIELD AND 21 FEET EAST OF A 24-INCH OAK TREE, THE
 GB2411'SURFACE MARK IS A STANDARD U.S.C. AND G.S. TRIANGULATION STATION DISK
 GB2411'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2411'THE DISK IS STAMPED MT UNION 1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 1 IS 101 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GB2411'CHURCH, 58 FEET NORTH OF THE APPROXIMATE CENTER OF THE DRIVE, 50
 GB2411'FEET WEST OF A 12-INCH APPLE TREE AND 39 FEET SOUTHEAST OF A 16-INCH
 GB2411'OAK TREE. THE MARK IS A STANDARD U.S. C. AND G.S. REFERENCE MARK DISK
 GB2411'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2411'DISK IS STAMPED MT UNION NO 1 1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2411'THE DRIVE. 27 FEET EAST OF A WIRE FENCE, 17 FEET EAST OF A 10-INCH,
 GB2411'APPLE TREE AND IN A SMALL PASTURE. THE MARK IS A STANDARD U.S.C. AND
 GB2411'G.S. REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2411'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MT UNION NO 2 1949.
 GB2411'
 GB2411'THE AZIMUTH MARK IS 55 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GB2411'GRAVELED DRIVE, 31 FEET NORTHEAST OF A UTILITY AND LIGHT POLE, 23
 GB2411'FEET EAST OF A 10-INCH, PINE TREE AND 22 FEET NORTHWEST OF THE
 GB2411'APPROXIMATE CENTER OF STATE ROUTE 135.  THE MARK IS A STANDARD
 GB2411'U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GB2411'SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GB2411'STAMPED MT UNION 1949.
 GB2411'
 GB2411'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHERLY ON
 GB2411'STATE ROUTE 135 FOR 0.6 MILE TO A WHITE FRAME HOUSE OCCUPIED BY
 GB2411'ARTHUR ALLEN AND THE MARK ON THE LEFT.
 GB2411'
 GB2411'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2411'
 GB2411'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GB2411'
 GB2411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2599 ***********************************************************************
 GC2599  DESIGNATION -  MT ZION
 GC2599  PID         -  GC2599
 GC2599  STATE/COUNTY-  TN/HUMPHREYS
 GC2599  USGS QUAD   -  WOOLWORTH (1973)
 GC2599
 GC2599                         *CURRENT SURVEY CONTROL
 GC2599  ___________________________________________________________________
 GC2599* NAD 83(1995)-  36 10 21.88048(N)    087 40 44.90276(W)     ADJUSTED  
 GC2599* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GC2599  ___________________________________________________________________
 GC2599  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GC2599  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC2599
 GC2599  HORZ ORDER  -  SECOND
 GC2599
 GC2599.The horizontal coordinates were established by classical geodetic methods
 GC2599.and adjusted by the National Geodetic Survey in April 1999..
 GC2599
 GC2599.The orthometric height was scaled from a topographic map.
 GC2599
 GC2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2599
 GC2599.The geoid height was determined by GEOID03.
 GC2599
 GC2599;                    North         East     Units Scale Factor Converg.
 GC2599;SPC TN       -   205,378.353   448,946.020   MT  0.99996582   -0 58 58.9
 GC2599;SPC TN       -   673,812.15  1,472,917.07   sFT  0.99996582   -0 58 58.9
 GC2599;UTM  16      - 4,003,322.279   438,924.088   MT  0.99964596   -0 24 03.1
 GC2599
 GC2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2599!SPC TN       -   0.99996577  x   0.99996582  =   0.99993159
 GC2599!UTM  16      -   0.99996577  x   0.99964596  =   0.99961174
 GC2599
 GC2599|---------------------------------------------------------------------|
 GC2599| PID    Reference Object                     Distance      Geod. Az  |
 GC2599|                                                           dddmmss.s |
 GC2599| CG6157 MT ZION RM 2                         23.350 METERS 06411     |
 GC2599| CG6156 MT ZION RM 1                         21.310 METERS 15920     |
 GC2599| CG6155 MT ZION AZ MK                                      2734454.2 |
 GC2599|---------------------------------------------------------------------|
 GC2599
 GC2599                          SUPERSEDED SURVEY CONTROL
 GC2599
 GC2599  NAD 83(1995)-  36 10 21.88206(N)    087 40 44.90574(W) AD(       ) 2
 GC2599  NAD 83(1995)-  36 10 21.88343(N)    087 40 44.90726(W) AD(       ) 2
 GC2599  NAD 83(1986)-  36 10 21.89036(N)    087 40 44.90469(W) AD(       ) 2
 GC2599  NAD 27      -  36 10 21.67900(N)    087 40 44.83700(W) AD(       ) 2
 GC2599
 GC2599.Superseded values are not recommended for survey control.
 GC2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2599.See file dsdata.txt to determine how the superseded data were derived.
 GC2599
 GC2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3892403322(NAD 83)
 GC2599_MARKER: DS = TRIANGULATION STATION DISK
 GC2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2599
 GC2599  HISTORY     - Date     Condition        Report By
 GC2599  HISTORY     - 1952     MONUMENTED       CGS
 GC2599  HISTORY     - 1972     GOOD             LOCENG
 GC2599  HISTORY     - 1975     GOOD             NGS
 GC2599
 GC2599                          STATION DESCRIPTION
 GC2599
 GC2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2599'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WAVERLY AND 5 MILES
 GC2599'NORTHWEST OF MC EWEN ON PROPERTY OWNED BY MAGIE KANE.  IT IS 10 FEET
 GC2599'WEST OF THE CENTER OF A FARM ROAD, 9 FEET SOUTH OF A WHITE WITNESS
 GC2599'POST AND IS IN A NORTH-SOUTH FENCE LINE. THE MARK PROJECTS ABOUT
 GC2599'4 INCHES AND THE DISK IS STAMPED MT. ZION 1952.
 GC2599'
 GC2599'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTER OF THE FARM ROAD
 GC2599'AND 12 FEET SOUTHEAST OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE
 GC2599'ON THE NORTHWEST SIDE. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GC2599'IS STAMPED MT. ZION NO. 1 1952.
 GC2599'
 GC2599'REFERENCE MARK NO. 2 IS IN A CLEARING 60 FEET EAST OF THE CENTER OF
 GC2599'THE FARM ROAD. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2599'STAMPED MT. ZION NO. 2 1952.
 GC2599'
 GC2599'AZIMUTH MARK IS 150 FEET EAST OF THE NORTHEAST CORNER OF THE MT. ZION
 GC2599'PENTACOSTAL-HOLINESS CHURCH, 98 FEET NORTHEAST OF THE CENTER OF A
 GC2599'GRAVEL ROAD, 32 FEET NORTHEAST OF A 12 INCH OAK TREE AND 2 FEET NORTH
 GC2599'OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2599'DISK IS STAMPED MT. ZION 1952.
 GC2599'
 GC2599'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2599'HIGHWAY 13 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN WAVERLY, GO
 GC2599'NORTHEAST ON HIGHWAY 13 FOR 8.4 MILES TO A GRAVEL CROSSROAD JUST
 GC2599'AFTER PASSING A CHURCH ON THE LEFT, TURN RIGHT ON GRAVEL ROAD FOR 0.6
 GC2599'MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 2.0 MILE TO
 GC2599'A REVERSE Y-FORK.  KEEP RIGHT ON GRAVEL ROAD FOR 0.3 MILE TO THE
 GC2599'MT. ZION CHURCH ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS
 GC2599'DESCRIBED, CONTINUE ON GRAVEL ROAD FOR 0.3 MILE TO A FARM HOUSE ON
 GC2599'THE LEFT, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO A FARM ROAD ON THE
 GC2599'LEFT, TURN LEFT AND GO NORTH ON FARM ROAD KEEPING ON THE EAST SIDE OF
 GC2599'FENCE FOR 0.1 MILE TO THE TOP OF A SMALL HILL AND THE STATION ON THE
 GC2599'LEFT AS DESCRIBED.
 GC2599'
 GC2599'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2599
 GC2599                          STATION RECOVERY (1972)
 GC2599
 GC2599'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JEV)
 GC2599'MT. ZION STATION MARK RECOVERED IN GOOD CONDITION.
 GC2599'
 GC2599'MT. ZION 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2599'
 GC2599'SEE ORIGINAL DESCRIPTION.
 GC2599'
 GC2599'ADD TO DESCRIPTION.  18.8 FT. NORTH OF 10 INCH POST OAK.
 GC2599'18.6 FT. NORTH 60 WEST FROM 8 INCH HICKORY.
 GC2599'1/2 STEEL POST AND SIGN SET AT STATION.
 GC2599'
 GC2599'DISTANCE AND DIRECTION FROM NEAREST TOWN 8 MI. N. E. OF WAVERLY.
 GC2599'
 GC2599'R. M. NO 1 RECOVERED IN GOOD CONDITION.
 GC2599'
 GC2599'MT. ZION NO 1 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2599'
 GC2599'SEE ORIGINAL DESCRIPTION.
 GC2599'ADD--7.4 FT. N. W. OF 8 INCH POST OAK.
 GC2599'1/2 F. POST AND SIGN SET AT MARKER.
 GC2599'
 GC2599'R. M. NO 2 RECOVERED IN GOOD CONDITION.
 GC2599'
 GC2599'MT. ZION NO 2 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2599'
 GC2599'SEE ORIGINAL DESCRIPTION.
 GC2599'
 GC2599'ADD--14.5 FT. N 35 E FROM 10 INCH WHITE OAK.
 GC2599'19.0 FT. S 65 E FROM 3 INCH CEDAR.
 GC2599'1/2 STEEL POST AND SIGN SET AT MARKER.
 GC2599'
 GC2599'MT. ZION, AZI NOT FOUND.  SEARCHED FOR BUT COULD NOT FIND ANY
 GC2599'EVIDENCE OF MARKER REF. FROM CENTERLINE ROAD AND N. W. COR OF CHURCH
 GC2599'HIT IN EDGE OF CULTIVATED FIELD.  WE USED WHAT WAS OLD PART OF
 GC2599'CHURCH.  NEW ADDITION HAS BEEN ADDED.
 GC2599'
 GC2599'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.0 MI. N. E. OF WAVERLY.
 GC2599
 GC2599                          STATION RECOVERY (1975)
 GC2599
 GC2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2599'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GC2599'AZIMUTH MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GC2599'DESCRIPTION IS GOOD WITH THE BELOW.
 GC2599'
 GC2599'THE STATION MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 GC2599'
 GC2599'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST.
 GC2599'
 GC2599'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 GC2599'
 GC2599'THE AZIMUTH MARK IS 98 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED
 GC2599'ROAD, 32 FEET NORTH OF A 12 INCH OAK TREE, 136 FEET SOUTHEAST OF THE
 GC2599'NORTHEAST CORNER OF BRICK CHURCH, 37 FEET NORTHEAST OF A 48 INCH
 GC2599'OAK TREE AND THE MONUMENT IS FLUSH WITH THE GROUND AND 1 FOOT SOUTH
 GC2599'OF A METAL WITNESS POST.
 GC2599'
 GC2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 GC2599'OF MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0843 ***********************************************************************
 FE0843  DESIGNATION -  MUD
 FE0843  PID         -  FE0843
 FE0843  STATE/COUNTY-  TN/HAYWOOD
 FE0843  USGS QUAD   -  DENMARK (1981)
 FE0843
 FE0843                         *CURRENT SURVEY CONTROL
 FE0843  ___________________________________________________________________
 FE0843* NAD 83(1995)-  35 35 05.97792(N)    089 07 21.38019(W)     ADJUSTED  
 FE0843* NAVD 88     -       132.756  (meters)     435.55   (feet)  ADJUSTED  
 FE0843  ___________________________________________________________________
 FE0843  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FE0843  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0843  DYNAMIC HT  -         132.638 (meters)     435.16  (feet)  COMP
 FE0843  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FE0843
 FE0843  HORZ ORDER  -  SECOND
 FE0843  VERT ORDER  -  SECOND    CLASS 0
 FE0843
 FE0843.The horizontal coordinates were established by classical geodetic methods
 FE0843.and adjusted by the National Geodetic Survey in April 1999..
 FE0843
 FE0843.The orthometric height was determined by differential leveling
 FE0843.and adjusted by the National Geodetic Survey in June 1991..
 FE0843
 FE0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0843
 FE0843.The geoid height was determined by GEOID03.
 FE0843
 FE0843.The dynamic height is computed by dividing the NAVD 88
 FE0843.geopotential number by the normal gravity value computed on the
 FE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0843.degrees latitude (g = 980.6199 gals.).
 FE0843
 FE0843.The modeled gravity was interpolated from observed gravity values.
 FE0843
 FE0843;                    North         East     Units Scale Factor Converg.
 FE0843;SPC TN       -   143,385.019   317,046.608   MT  0.99995780   -1 49 41.2
 FE0843;SPC TN       -   470,422.35  1,040,177.08   sFT  0.99995780   -1 49 41.2
 FE0843;UTM  16      - 3,939,993.312   307,682.996   MT  1.00005579   -1 14 08.0
 FE0843
 FE0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0843!SPC TN       -   0.99998356  x   0.99995780  =   0.99994136
 FE0843!UTM  16      -   0.99998356  x   1.00005579  =   1.00003935
 FE0843
 FE0843|---------------------------------------------------------------------|
 FE0843| PID    Reference Object                     Distance      Geod. Az  |
 FE0843|                                                           dddmmss.s |
 FE0843| FE0844 MUD RM 1                             10.377 METERS 09008     |
 FE0843| CG4628 MUD AZ MK                                          0961121.9 |
 FE0843| FE0842 MUD RM 2                              8.929 METERS 27434     |
 FE0843|---------------------------------------------------------------------|
 FE0843
 FE0843                          SUPERSEDED SURVEY CONTROL
 FE0843
 FE0843  NAD 83(1995)-  35 35 05.98329(N)    089 07 21.38340(W) AD(       ) 2
 FE0843  NAD 83(1986)-  35 35 05.98944(N)    089 07 21.38116(W) AD(       ) 2
 FE0843  NAD 27      -  35 35 05.71240(N)    089 07 21.14450(W) AD(       ) 2
 FE0843  NGVD 29 (??/??/??)  132.772  (m)          435.60   (f) ADJUSTED    2 0
 FE0843
 FE0843.Superseded values are not recommended for survey control.
 FE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0843.See file dsdata.txt to determine how the superseded data were derived.
 FE0843
 FE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0768339993(NAD 83)
 FE0843_MARKER: DS = TRIANGULATION STATION DISK
 FE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0843_STAMPING: MUD 1958
 FE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0843+STABILITY: SURFACE MOTION
 FE0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0843+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0843
 FE0843  HISTORY     - Date     Condition        Report By
 FE0843  HISTORY     - 1958     MONUMENTED       CGS
 FE0843  HISTORY     - 1959     GOOD             CGS
 FE0843  HISTORY     - 1959     GOOD             CGS
 FE0843  HISTORY     - 20020603 GOOD             USACE
 FE0843
 FE0843                          STATION DESCRIPTION
 FE0843
 FE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0843'THE STATION IS ABOUT 8 MILES EAST OF BROWNSVILLE, ON THE NORTH SIDE
 FE0843'OF U.S. HIGHWAY 70, ON THE ROAD RIGHT-OF-WAY AND IS 0.25 MILE
 FE0843'WEST OF THE UNION GROVE METHODIST CHURCH.  IT IS 47 FEET NORTH OF THE
 FE0843'CENTERLINE OF HIGHWAY 70, 2 FEET SOUTH OF A WIRE FENCE AND 5
 FE0843'FEET EAST SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE0843'AND THE DISK IS STAMPED MUD 1958.
 FE0843'
 FE0843'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN BROWNSVILLE,
 FE0843'GO EAST ON U.S. HIGHWAY 70 FOR 3.1 MILES TO A SMALL CONCRETE
 FE0843'BRIDGE.  CONTINUE EAST ON HIGHWAY 70 FOR 4.7 MILES TO THE STATION ON
 FE0843'THE LEFT.
 FE0843'
 FE0843'TO REACH THE AZIMUTH MARK AND 39 (USGS) FROM THE STATION, GO EAST ON
 FE0843'HIGHWAY 70 FOR 0.25 MILE TO THE UNION GROVE METHODIST CHURCH
 FE0843'AND THE 39 (USGS) MARK ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 70 FOR
 FE0843'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE0843'
 FE0843'REFERENCE MARK 1 IS 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 70, 33
 FE0843'FEET EAST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF THE WIRE
 FE0843'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MUD NO 1 1958.
 FE0843'
 FE0843'REFERENCE MARK 2 IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY 70, 30
 FE0843'FEET WEST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF THE WIRE
 FE0843'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MUD NO 2 1958.
 FE0843'
 FE0843'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 70, 8
 FE0843'FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET WEST OF A WHITE WITNESS
 FE0843'POST AND 6 INCHES NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 FE0843'INCHES AND THE DISK IS STAMPED MUD 1958.
 FE0843'
 FE0843'39 (USGS) BENCH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FE0843'DISK STAMPED 39 RHP 1949 413 (FEET ELEVATION) SET IN THE TOP OF A 6
 FE0843'X 6 INCH CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 1 FOOT
 FE0843'SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNION GROVE METHODIST
 FE0843'CHURCH AND 5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 FE0843'
 FE0843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE0843
 FE0843                          STATION RECOVERY (1959)
 FE0843
 FE0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0843'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE0843'GOOD CONDITION.  THE DESCRIPTION IS COMPLETELY ADEQUATE.
 FE0843
 FE0843                          STATION RECOVERY (1959)
 FE0843
 FE0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0843'8.2 MI E FROM BROWNSVILLE.
 FE0843'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0843'BROWNSVILLE, 0.2 MILE WEST OF THE CENTER GROVE METHODIST CHURCH.
 FE0843'IT IS 47 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 2
 FE0843'FEET SOUTH OF A EAST-WEST WIRE FENCE, AND 5 FEET SOUTHEAST OF A
 FE0843'WHITE WOODEN WITNESS POST, WHICH IS FLUSH WITH THE GROUND.
 FE0843
 FE0843                          STATION RECOVERY (2002)
 FE0843
 FE0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2674 ***********************************************************************
 AJ2674  DESIGNATION -  MUD
 AJ2674  PID         -  AJ2674
 AJ2674  STATE/COUNTY-  TN/SHELBY
 AJ2674  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2674
 AJ2674                         *CURRENT SURVEY CONTROL
 AJ2674  ___________________________________________________________________
 AJ2674* NAD 83(1995)-  35 08 42.14572(N)    090 03 32.66540(W)     ADJUSTED  
 AJ2674* NAVD 88     -        70.49   (meters)     231.3    (feet)  LEVELING  
 AJ2674  ___________________________________________________________________
 AJ2674  X           -      -5,383.234 (meters)                     COMP
 AJ2674  Y           -  -5,221,213.284 (meters)                     COMP
 AJ2674  Z           -   3,651,061.129 (meters)                     COMP
 AJ2674  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AJ2674  ELLIP HEIGHT-          43.23  (meters)          (04/26/01) GPS OBS
 AJ2674  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2674
 AJ2674  HORZ ORDER  -  FIRST
 AJ2674  VERT ORDER  -  THIRD ?
 AJ2674  ELLP ORDER  -  FOURTH    CLASS I
 AJ2674
 AJ2674.The horizontal coordinates were established by GPS observations
 AJ2674.and adjusted by the National Geodetic Survey in April 2001..
 AJ2674
 AJ2674.The orthometric height was determined by differential leveling.
 AJ2674.The vertical network tie was performed by a horz. field party for horz.
 AJ2674.obs reductions. Reset procedures were used to establish the elevation.
 AJ2674
 AJ2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2674
 AJ2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2674
 AJ2674.The ellipsoidal height was determined by GPS observations
 AJ2674.and is referenced to NAD 83.
 AJ2674
 AJ2674.The geoid height was determined by GEOID03.
 AJ2674
 AJ2674;                    North         East     Units Scale Factor Converg.
 AJ2674;SPC TN       -    97,729.439   230,208.199   MT  1.00002018   -2 22 34.8
 AJ2674;SPC TN       -   320,634.00    755,274.73   sFT  1.00002018   -2 22 34.8
 AJ2674;UTM  15      - 3,893,088.057   767,929.986   MT  1.00048481   +1 41 38.2
 AJ2674;UTM  16      - 3,893,412.887   221,302.908   MT  1.00055736   -1 45 43.5
 AJ2674
 AJ2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2674!SPC TN       -   0.99999321  x   1.00002018  =   1.00001339
 AJ2674!UTM  15      -   0.99999321  x   1.00048481  =   1.00047802
 AJ2674!UTM  16      -   0.99999321  x   1.00055736  =   1.00055057
 AJ2674
 AJ2674                          SUPERSEDED SURVEY CONTROL
 AJ2674
 AJ2674.No superseded survey control is available for this station.
 AJ2674
 AJ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6793093088(NAD 83)
 AJ2674_MARKER: DD = SURVEY DISK
 AJ2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2674_MARK LOGO: TN1620
 AJ2674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2674+STABILITY: SURFACE MOTION
 AJ2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2674+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 AJ2674
 AJ2674  HISTORY     - Date     Condition        Report By
 AJ2674  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2674  HISTORY     - 20050818 GOOD             TN1620
 AJ2674
 AJ2674                          STATION DESCRIPTION
 AJ2674
 AJ2674'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2674'THE STATION IS LOCATED IN THE DOWNTOWN MEMPHIS AREA ON THE SOUTH END
 AJ2674'OF MUD ISLAND CITY PARK.
 AJ2674'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2674'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2674'CROSSING OVER WOLF RIVER HARBOR TO T-INTERSECTION, ISLAND DRIVE.  TURN
 AJ2674'LEFT AND CONTINUE SOUTH ON ISLAND DRIVE FOR 0.25 MILE (0.40 KM) TO
 AJ2674'GUARD SHACK AT ENTRANCE TO MUD ISLAND PARK, CONTINUE SOUTH INTO PARK
 AJ2674'FOLLOWING CONCRETE DRIVEWAY TO THE SOUTH SIDE OF VOLLEYBALL COURT.
 AJ2674'THE STATION IS ON THE RIGHT.
 AJ2674'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2674'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2674'THE GROUND.  THE STATION IS LOCATED JUST NORTH OF THE FLAG POLES ON
 AJ2674'THE SOUTH END OF MUD ISLAND, 109.50 FEET (33.38 M) SOUTHEAST OF WOOD
 AJ2674'LIGHT POLE NO.  127879, 135.70 FEET (41.36 M) NORTHWEST OF THE NORTH
 AJ2674'END OF AN ELECTRIC PANEL SET AT THE BACK OF A SIDEWALK, 74.30 FEET
 AJ2674'(22.65 M) SOUTHWEST OF THE SOUTHEAST CORNER OF VOLLEYBALL COURT, 39.00
 AJ2674'FEET (11.89 M) WEST OF THE WEST EDGE OF CONCRETE DRIVEWAY/SIDEWALK.
 AJ2674'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2674
 AJ2674                          STATION RECOVERY (2005)
 AJ2674
 AJ2674'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (KG)
 AJ2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0844 ***********************************************************************
 FE0844  DESIGNATION -  MUD RM 1
 FE0844  PID         -  FE0844
 FE0844  STATE/COUNTY-  TN/HAYWOOD
 FE0844  USGS QUAD   -  DENMARK (1981)
 FE0844
 FE0844                         *CURRENT SURVEY CONTROL
 FE0844  ___________________________________________________________________
 FE0844* NAD 83(1986)-  35 35 05.     (N)    089 07 22.     (W)     SCALED    
 FE0844* NAVD 88     -       132.941  (meters)     436.16   (feet)  ADJUSTED  
 FE0844  ___________________________________________________________________
 FE0844  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0844  DYNAMIC HT  -         132.823 (meters)     435.77  (feet)  COMP
 FE0844  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FE0844
 FE0844  VERT ORDER  -  SECOND    CLASS 0
 FE0844
 FE0844.The horizontal coordinates were scaled from a topographic map and have
 FE0844.an estimated accuracy of +/- 6 seconds.
 FE0844
 FE0844.The orthometric height was determined by differential leveling
 FE0844.and adjusted by the National Geodetic Survey in June 1991..
 FE0844
 FE0844.The geoid height was determined by GEOID03.
 FE0844
 FE0844.The dynamic height is computed by dividing the NAVD 88
 FE0844.geopotential number by the normal gravity value computed on the
 FE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0844.degrees latitude (g = 980.6199 gals.).
 FE0844
 FE0844.The modeled gravity was interpolated from observed gravity values.
 FE0844
 FE0844;                    North         East    Units  Estimated Accuracy
 FE0844;SPC TN       -   143,360.      317,030.      MT  (+/- 180 meters Scaled)
 FE0844
 FE0844                          SUPERSEDED SURVEY CONTROL
 FE0844
 FE0844  NGVD 29 (??/??/??)  132.957  (m)          436.21   (f) ADJUSTED    2 0
 FE0844
 FE0844.Superseded values are not recommended for survey control.
 FE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0844.See file dsdata.txt to determine how the superseded data were derived.
 FE0844
 FE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE076399(NAD 83)
 FE0844_MARKER: DR = REFERENCE MARK DISK
 FE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0844_STAMPING: MUD NO 1 1958
 FE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0844+STABILITY: SURFACE MOTION
 FE0844
 FE0844  HISTORY     - Date     Condition        Report By
 FE0844  HISTORY     - 1958     MONUMENTED       CGS
 FE0844  HISTORY     - 1959     GOOD             CGS
 FE0844
 FE0844                          STATION DESCRIPTION
 FE0844
 FE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0844'8.2 MI E FROM BROWNSVILLE.
 FE0844'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0844'BROWNSVILLE, 0.2 MILE WEST OF THE CENTER GROVE METHODIST CHURCH.
 FE0844'IT IS 49 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 34.0
 FE0844'FEET EAST OF THE TRIANGULATION-STATION MUD 1958, 33 FEET EAST
 FE0844'OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF A EAST-WEST WIRE
 FE0844'FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH
 FE0844'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0842 ***********************************************************************
 FE0842  DESIGNATION -  MUD RM 2
 FE0842  PID         -  FE0842
 FE0842  STATE/COUNTY-  TN/HAYWOOD
 FE0842  USGS QUAD   -  DENMARK (1981)
 FE0842
 FE0842                         *CURRENT SURVEY CONTROL
 FE0842  ___________________________________________________________________
 FE0842* NAD 83(1986)-  35 35 05.     (N)    089 07 21.     (W)     SCALED    
 FE0842* NAVD 88     -       132.504  (meters)     434.72   (feet)  ADJUSTED  
 FE0842  ___________________________________________________________________
 FE0842  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0842  DYNAMIC HT  -         132.386 (meters)     434.34  (feet)  COMP
 FE0842  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FE0842
 FE0842  VERT ORDER  -  SECOND    CLASS 0
 FE0842
 FE0842.The horizontal coordinates were scaled from a topographic map and have
 FE0842.an estimated accuracy of +/- 6 seconds.
 FE0842
 FE0842.The orthometric height was determined by differential leveling
 FE0842.and adjusted by the National Geodetic Survey in June 1991..
 FE0842
 FE0842.The geoid height was determined by GEOID03.
 FE0842
 FE0842.The dynamic height is computed by dividing the NAVD 88
 FE0842.geopotential number by the normal gravity value computed on the
 FE0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0842.degrees latitude (g = 980.6199 gals.).
 FE0842
 FE0842.The modeled gravity was interpolated from observed gravity values.
 FE0842
 FE0842;                    North         East    Units  Estimated Accuracy
 FE0842;SPC TN       -   143,360.      317,060.      MT  (+/- 180 meters Scaled)
 FE0842
 FE0842                          SUPERSEDED SURVEY CONTROL
 FE0842
 FE0842  NGVD 29 (??/??/??)  132.520  (m)          434.78   (f) ADJUSTED    2 0
 FE0842
 FE0842.Superseded values are not recommended for survey control.
 FE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0842.See file dsdata.txt to determine how the superseded data were derived.
 FE0842
 FE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE076399(NAD 83)
 FE0842_MARKER: DR = REFERENCE MARK DISK
 FE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0842_STAMPING: MUD NO 2 1958
 FE0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0842+STABILITY: SURFACE MOTION
 FE0842
 FE0842  HISTORY     - Date     Condition        Report By
 FE0842  HISTORY     - 1958     MONUMENTED       CGS
 FE0842  HISTORY     - 1959     GOOD             CGS
 FE0842
 FE0842                          STATION DESCRIPTION
 FE0842
 FE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0842'8.2 MI E FROM BROWNSVILLE.
 FE0842'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0842'BROWNSVILLE, 0.2 MILE WEST OF THE CENTER GROVE METHODIST CHURCH.
 FE0842'IT IS 48 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 30
 FE0842'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF A
 FE0842'EAST-WEST WIRE FENCE, AND 29.3 FEET WEST OF THE TRIANGULATION
 FE0842'MUD 1958.  THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH
 FE0842'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1099 ***********************************************************************
 FE1099  DESIGNATION -  MUDDY
 FE1099  PID         -  FE1099
 FE1099  STATE/COUNTY-  TN/HAYWOOD
 FE1099  USGS QUAD   -  DANCYVILLE (1981)
 FE1099
 FE1099                         *CURRENT SURVEY CONTROL
 FE1099  ___________________________________________________________________
 FE1099* NAD 83(1995)-  35 25 05.74329(N)    089 22 29.55826(W)     ADJUSTED  
 FE1099* NAVD 88     -       106.043  (meters)     347.91   (feet)  ADJUSTED  
 FE1099  ___________________________________________________________________
 FE1099  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FE1099  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1099  DYNAMIC HT  -         105.948 (meters)     347.60  (feet)  COMP
 FE1099  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FE1099
 FE1099  HORZ ORDER  -  THIRD
 FE1099  VERT ORDER  -  SECOND    CLASS 0
 FE1099
 FE1099.The horizontal coordinates were established by classical geodetic methods
 FE1099.and adjusted by the National Geodetic Survey in April 1999..
 FE1099
 FE1099.The orthometric height was determined by differential leveling
 FE1099.and adjusted by the National Geodetic Survey in June 1991..
 FE1099
 FE1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1099
 FE1099.The geoid height was determined by GEOID03.
 FE1099
 FE1099.The dynamic height is computed by dividing the NAVD 88
 FE1099.geopotential number by the normal gravity value computed on the
 FE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1099.degrees latitude (g = 980.6199 gals.).
 FE1099
 FE1099.The modeled gravity was interpolated from observed gravity values.
 FE1099
 FE1099;                    North         East     Units Scale Factor Converg.
 FE1099;SPC TN       -   125,656.605   293,558.088   MT  0.99997457   -1 58 32.8
 FE1099;SPC TN       -   412,258.38    963,115.16   sFT  0.99997457   -1 58 32.8
 FE1099;UTM  16      - 3,922,019.022   284,376.599   MT  1.00017299   -1 22 36.7
 FE1099
 FE1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1099!SPC TN       -   0.99998769  x   0.99997457  =   0.99996226
 FE1099!UTM  16      -   0.99998769  x   1.00017299  =   1.00016068
 FE1099
 FE1099|---------------------------------------------------------------------|
 FE1099| PID    Reference Object                     Distance      Geod. Az  |
 FE1099|                                                           dddmmss.s |
 FE1099| FE1098 MUDDY RM 2                           26.843 METERS 04306     |
 FE1099| FE1097 MUDDY AZ MK                         APPROX. 0.5 KM 1051448.8 |
 FE1099| FE1100 MUDDY RM 1                           22.175 METERS 18705     |
 FE1099| FE2518 STANTON                             APPROX. 6.7 KM 3292736.2 |
 FE1099|---------------------------------------------------------------------|
 FE1099
 FE1099                          SUPERSEDED SURVEY CONTROL
 FE1099
 FE1099  NAD 83(1995)-  35 25 05.74901(N)    089 22 29.55975(W) AD(       ) 3
 FE1099  NAD 83(1986)-  35 25 05.75510(N)    089 22 29.55886(W) AD(       ) 3
 FE1099  NAD 27      -  35 25 05.45930(N)    089 22 29.30160(W) AD(       ) 3
 FE1099  NGVD 29 (??/??/??)  106.037  (m)          347.89   (f) ADJUSTED    2 0
 FE1099
 FE1099.Superseded values are not recommended for survey control.
 FE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1099.See file dsdata.txt to determine how the superseded data were derived.
 FE1099
 FE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8437722019(NAD 83)
 FE1099_MARKER: DS = TRIANGULATION STATION DISK
 FE1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1099_STAMPING: MUDDY 1958
 FE1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1099+STABILITY: SURFACE MOTION
 FE1099
 FE1099  HISTORY     - Date     Condition        Report By
 FE1099  HISTORY     - 1958     MONUMENTED       CGS
 FE1099  HISTORY     - 1959     GOOD             CGS
 FE1099  HISTORY     - 1961     GOOD             TNHD
 FE1099
 FE1099                          STATION DESCRIPTION
 FE1099
 FE1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1099'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF STANTON, ABOUT 4
 FE1099'MILES WEST OF DANCYVILLE, 25 FEET WEST OF THE WEST EDGE OF THE
 FE1099'FIELD, 98 FEET EAST OF A STOCK POND, 10 FEET EAST OF A WIRE FENCE, 9
 FE1099'FEET EAST OF A WITNESS POST AND ON THE PROPERTY OF MR. C.W.
 FE1099'SCOTT. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FE1099'IS STAMPED MUDDY 1958.
 FE1099'
 FE1099'REFERENCE MARK NO. 1 IS 11 FEET WEST OF THE FIELD AND 1 FOOT EAST OF
 FE1099'THE WIRE FENCE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1099'GROUND AND IS STAMPED MUDDY NO 1 1958.
 FE1099'
 FE1099'REFERENCE MARK NO. 2 IS 141 FEET SOUTH OF THE CENTER OF THE WOODEN
 FE1099'GATE AND 20 FEET WEST OF THE FIELD. THE MARK PROJECTS 2 INCHES ABOVE
 FE1099'THE SURFACE OF THE GROUND AND IS STAMPED MUDDY NO 2 1958.
 FE1099'
 FE1099'AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF THE OILED ROAD, 4
 FE1099'FEET NORTH WEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A
 FE1099'WIRE FENCE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 FE1099'GROUND AND IS STAMPED MUDDY 1958.
 FE1099'
 FE1099'TO REACH THE STATION FROM RAILROAD STATION IN STANTON, GO NORTH FOR
 FE1099'ABOUT 200 FEET TO A PAVED STREET, TURN LEFT ON THE PAVED STREET
 FE1099'AND GO WEST FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH
 FE1099'ON THE OILED ROAD FOR 1.3 MILES TO WHERE THE OILED ROAD TURNS
 FE1099'LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD, TURN LEFT ON THE OILED
 FE1099'ROAD AND GO SOUTH-SOUTHEAST FOR 3.0 MILES TO A CURVE IN THE ROAD
 FE1099'AND A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO A
 FE1099'WOODEN GATE, PASS THROUGH THE GATE AND GO SOUTHERLY FOR 0.05 MILE TO
 FE1099'THE STATION AS DESCRIBED.
 FE1099'
 FE1099'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE OILED ROAD
 FE1099'AND TURN RIGHT AND FOLLOW THE OILED ROAD FOR 0.35 MILE TO THE
 FE1099'MARK ON THE RIGHT AS DESCRIBED.
 FE1099'
 FE1099'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 FE1099
 FE1099                          STATION RECOVERY (1959)
 FE1099
 FE1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1099'9.4 MI SE FROM STANTON.
 FE1099'3.65 MILE EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1099'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1099'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1099'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1099'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT
 FE1099'0.9 MILE SOUTHWEST ACROSS COUNTY, THENCE 1.0 MILE NORTHWEST
 FE1099'ALONG A PAVED ROAD.  THE MARK IS 98 FEET EAST OF A STOCK POND,
 FE1099'25 FEET WEST OF THE WEST EDGE OF THE FIELD, 10 FEET EAST OF A
 FE1099'WIRE FENCE AND 9 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 FE1099'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE1099
 FE1099                          STATION RECOVERY (1961)
 FE1099
 FE1099'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1099'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND APPEARED TO BE
 FE1099'AS DESCRIBED. NO HORIZONTAL MEASUREMENTS WERE TAKEN. THE AZIMUTH
 FE1099'MARK WAS DESTROYED BY CONSTRUCTION AND THE DISK IS FORWARDED TO THE
 FE1099'WASHINGTON COAST SURVEY OFFICE.  THE 1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2271 ***********************************************************************
 FE2271  DESIGNATION -  MUDDY
 FE2271  PID         -  FE2271
 FE2271  STATE/COUNTY-  TN/HARDEMAN
 FE2271  USGS QUAD   -  POCAHONTAS (1950)
 FE2271
 FE2271                         *CURRENT SURVEY CONTROL
 FE2271  ___________________________________________________________________
 FE2271* NAD 83(1995)-  35 01 35.23632(N)    088 50 02.90224(W)     ADJUSTED  
 FE2271* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FE2271  ___________________________________________________________________
 FE2271  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FE2271  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2271
 FE2271  HORZ ORDER  -  SECOND
 FE2271
 FE2271.The horizontal coordinates were established by classical geodetic methods
 FE2271.and adjusted by the National Geodetic Survey in April 1999..
 FE2271
 FE2271.The orthometric height was scaled from a topographic map.
 FE2271
 FE2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2271
 FE2271.The geoid height was determined by GEOID03.
 FE2271
 FE2271;                    North         East     Units Scale Factor Converg.
 FE2271;SPC TN       -    80,648.034   341,383.890   MT  1.00004697   -1 39 33.2
 FE2271;SPC TN       -   264,592.76  1,120,023.65   sFT  1.00004697   -1 39 33.2
 FE2271;UTM  16      - 3,877,514.238   332,675.787   MT  0.99994506   -1 03 10.6
 FE2271
 FE2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2271!SPC TN       -   0.99998004  x   1.00004697  =   1.00002701
 FE2271!UTM  16      -   0.99998004  x   0.99994506  =   0.99992510
 FE2271
 FE2271|---------------------------------------------------------------------|
 FE2271| PID    Reference Object                     Distance      Geod. Az  |
 FE2271|                                                           dddmmss.s |
 FE2271| CG4630 MUDDY RM 1                           20.760 METERS 02029     |
 FE2271| CG4629 MUDDY AZ MK                                        1265327.6 |
 FE2271| CG4631 MUDDY RM 2                           25.719 METERS 18816     |
 FE2271| EG1637 CHALYBEATE MUNICIPAL TANK           APPROX.11.0 KM 1934923.9 |
 FE2271| EG1641 FALKNER MUNICIPAL TANK              APPROX.22.1 KM 2041850.0 |
 FE2271| EG1645 WALNUT MUNICIPAL TANK               APPROX.10.5 KM 2151938.4 |
 FE2271|---------------------------------------------------------------------|
 FE2271
 FE2271                          SUPERSEDED SURVEY CONTROL
 FE2271
 FE2271  NAD 83(1995)-  35 01 35.23632(N)    088 50 02.90224(W) AD(       ) 2
 FE2271  NAD 83(1995)-  35 01 35.24679(N)    088 50 02.89966(W) AD(       ) 2
 FE2271  NAD 83(1995)-  35 01 35.24799(N)    088 50 02.90100(W) AD(       ) 2
 FE2271  NAD 83(1986)-  35 01 35.24852(N)    088 50 02.89968(W) AD(       ) 2
 FE2271  NAD 27      -  35 01 34.92856(N)    088 50 02.69689(W) AD(       ) 2
 FE2271
 FE2271.Superseded values are not recommended for survey control.
 FE2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2271.See file dsdata.txt to determine how the superseded data were derived.
 FE2271
 FE2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD3267677514(NAD 83)
 FE2271_MARKER: DS = TRIANGULATION STATION DISK
 FE2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2271
 FE2271  HISTORY     - Date     Condition        Report By
 FE2271  HISTORY     - 1967     MONUMENTED       CGS
 FE2271
 FE2271                          STATION DESCRIPTION
 FE2271
 FE2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 FE2271'STATION IS ABOUT 6-1/2 MILES NORTHEAST OF WALNUT, MISSISSIPPI, 4-1/2
 FE2271'MILES SOUTHEAST OF MIDDLETON, TENNESSEE, 3 MILES SOUTHWEST OF
 FE2271'POCAHONTAS, TENNESSEE, 2 MILES NORTH OF THE TENNESSEE-MISSISSIPPI
 FE2271'STATE LINE, IN A BARN LOT JUST EAST OF A BARN, IN THE HIGHEST POINT
 FE2271'OF RIDGE LOCALLY KNOWN AS MUDDY RIDGE AND ON PROPERTY OWNED BY MR.
 FE2271'THORN N. EDWARDS.
 FE2271'
 FE2271'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 125 AND 57
 FE2271'IN MIDDLETON, GO EAST ON STATE HIGHWAY 57 FOR 4.05 MILES TO A SIDE
 FE2271'ROAD RIGHT AT SIGN MUDDY RIDGE ROAD.  TURN RIGHT AND GO SOUTH ON A
 FE2271'BLACKTOP ROAD AS PER SIGN FOR 0.7 MILE TO A Y-FORK.  TAKE THE
 FE2271'RIGHT FORK AND GO WEST AND SOUTH ON THE BLACK TOP ROAD FOR 0.55 MILE
 FE2271'TO THE END OF THE BLACK TOP.  CONTINUE SOUTH ON A DIRT ROAD FOR
 FE2271'0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON
 FE2271'A DIRT ROAD FOR 0.8 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 FE2271'SOUTHEAST ON A DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE
 FE2271'RIGHT.
 FE2271'
 FE2271'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 FE2271'
 FE2271'STATION MARK, STAMPED MUDDY 1967, IS FLUSH WITH THE GROUND SURFACE.
 FE2271'IT IS 96 FEET
 FE2271'SOUTH OF THE CENTER OF A DIRT ROAD, 40 FEET EAST OF THE NORTHEAST
 FE2271'CORNER OF A BARN, 24 FEET SOUTH OF A 12-INCH CEDAR TREE, 13 FEET
 FE2271'WEST OF A FENCE AND 10.8 FEET WEST OF A METAL WITNESS POST.
 FE2271'
 FE2271'REFERENCE MARK NO. 1, STAMPED MUDDY NO 1 1967, PROJECTS 4 INCHES.
 FE2271'IT IS 46 FEET
 FE2271'NORTH-NORTHEAST OF THE 12-INCH CEDAR TREE, 29 FEET SOUTH OF THE
 FE2271'CENTER OF THE DIRT ROAD, 1.7 FEET SOUTH-SOUTHEAST OF A METAL
 FE2271'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 FE2271'
 FE2271'REFERENCE MARK NO. 2, STAMPED MUDDY NO 2 1967, PROJECTS 4 INCHES.
 FE2271'IT IS 42 FEET
 FE2271'SOUTHWEST OF A POWER POLE, 8 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 FE2271'NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 FE2271'
 FE2271'AZIMUTH MARK, STAMPED MUDDY 1967, PROJECTS 3 INCHES.  IT IS 82 FEET
 FE2271'SOUTHEAST OF A 8-INCH OAK TREE, 17 FEET SOUTHWEST OF THE
 FE2271'CENTER OF THE DIRT ROAD, 3 FEET SOUTHWEST OF A FENCE AND 2 FT
 FE2271'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 FE2271'
 FE2271'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEAST ON A DIRT ROAD
 FE2271'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2271'
 FE2271'NOTE- A FOUR WHEEL DRIVE VEHICLE IS REQUIRED IN EXTREME WET WEATHER.
 FE2271'
 FE2271'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1097 ***********************************************************************
 FE1097  DESIGNATION -  MUDDY AZ MK
 FE1097  PID         -  FE1097
 FE1097  STATE/COUNTY-  TN/HAYWOOD
 FE1097  USGS QUAD   -  DANCYVILLE (1981)
 FE1097
 FE1097                         *CURRENT SURVEY CONTROL
 FE1097  ___________________________________________________________________
 FE1097* NAD 83(1995)-  35 25 01.42779(N)    089 22 10.21935(W)     ADJUSTED  
 FE1097* NAVD 88     -        91.481  (meters)     300.13   (feet)  ADJUSTED  
 FE1097  ___________________________________________________________________
 FE1097  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FE1097  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1097  DYNAMIC HT  -          91.400 (meters)     299.87  (feet)  COMP
 FE1097  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE1097
 FE1097  HORZ ORDER  -  SECOND
 FE1097  VERT ORDER  -  SECOND    CLASS 0
 FE1097
 FE1097.The horizontal coordinates were established by classical geodetic methods
 FE1097.and adjusted by the National Geodetic Survey in April 1999..
 FE1097
 FE1097.The orthometric height was determined by differential leveling
 FE1097.and adjusted by the National Geodetic Survey in June 1991..
 FE1097
 FE1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1097
 FE1097.The geoid height was determined by GEOID03.
 FE1097
 FE1097.The dynamic height is computed by dividing the NAVD 88
 FE1097.geopotential number by the normal gravity value computed on the
 FE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1097.degrees latitude (g = 980.6199 gals.).
 FE1097
 FE1097.The modeled gravity was interpolated from observed gravity values.
 FE1097
 FE1097;                    North         East     Units Scale Factor Converg.
 FE1097;SPC TN       -   125,506.881   294,041.092   MT  0.99997472   -1 58 21.5
 FE1097;SPC TN       -   411,767.16    964,699.82   sFT  0.99997472   -1 58 21.5
 FE1097;UTM  16      - 3,921,874.327   284,861.238   MT  1.00017042   -1 22 25.4
 FE1097
 FE1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1097!SPC TN       -   0.99998998  x   0.99997472  =   0.99996470
 FE1097!UTM  16      -   0.99998998  x   1.00017042  =   1.00016040
 FE1097
 FE1097                          SUPERSEDED SURVEY CONTROL
 FE1097
 FE1097  NAD 83(1995)-  35 25 01.43352(N)    089 22 10.22083(W) AD(       ) 2
 FE1097  NAD 83(1986)-  35 25 01.43960(N)    089 22 10.21994(W) AD(       ) 2
 FE1097  NAD 27      -  35 25 01.14310(N)    089 22 09.96040(W) AD(       ) 2
 FE1097  NGVD 29 (??/??/??)   91.476  (m)          300.12   (f) ADJUSTED    2 0
 FE1097
 FE1097.Superseded values are not recommended for survey control.
 FE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1097.See file dsdata.txt to determine how the superseded data were derived.
 FE1097
 FE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8486121874(NAD 83)
 FE1097_MARKER: DZ = AZIMUTH MARK DISK
 FE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1097_STAMPING: MUDDY 1958
 FE1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1097+STABILITY: SURFACE MOTION
 FE1097
 FE1097  HISTORY     - Date     Condition        Report By
 FE1097  HISTORY     - 1958     MONUMENTED       CGS
 FE1097  HISTORY     - 1959     GOOD             CGS
 FE1097
 FE1097                          STATION DESCRIPTION
 FE1097
 FE1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1097'TO REACH THE STATION FROM RAILROAD STATION IN STANTON, GO NORTH FOR
 FE1097'ABOUT 200 FEET TO A PAVED STREET, TURN LEFT ON THE PAVED STREET
 FE1097'AND GO WEST FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH
 FE1097'ON THE OILED ROAD FOR 1.3 MILES TO WHERE THE OILED ROAD TURNS
 FE1097'LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD, TURN LEFT ON THE OILED
 FE1097'ROAD AND GO SOUTH-SOUTHEAST FOR 3.0 MILES TO A CURVE IN THE ROAD
 FE1097'AND A DRIVEWAY ON THE RIGHT.
 FE1097'FOLLOW THE OILED ROAD FOR 0.35 MILE TO THE
 FE1097'MARK ON THE RIGHT AS DESCRIBED.
 FE1097'
 FE1097'AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF THE OILED ROAD, 4
 FE1097'FEET NORTH WEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A
 FE1097'WIRE FENCE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 FE1097'GROUND AND IS STAMPED MUDDY 1958.
 FE1097
 FE1097                          STATION RECOVERY (1959)
 FE1097
 FE1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1097'9 MI SE FROM STANTON.
 FE1097'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1097'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1097'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1097'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1097'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT
 FE1097'0.9 MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE NORTHWEST
 FE1097'ALONG A PAVED ROAD.  THE MARK IS 21 FEET SOUTHWEST OF THE
 FE1097'CENTER OF THE OILED ROAD, 4 FEET NORTHWEST OF A WITNESS POST
 FE1097'AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THIS MARK PROJECTS
 FE1097'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1100 ***********************************************************************
 FE1100  DESIGNATION -  MUDDY RM 1
 FE1100  PID         -  FE1100
 FE1100  STATE/COUNTY-  TN/HAYWOOD
 FE1100  USGS QUAD   -  STANTON (1983)
 FE1100
 FE1100                         *CURRENT SURVEY CONTROL
 FE1100  ___________________________________________________________________
 FE1100* NAD 83(1986)-  35 25 04.     (N)    089 22 30.     (W)     SCALED    
 FE1100* NAVD 88     -       106.626  (meters)     349.82   (feet)  ADJUSTED  
 FE1100  ___________________________________________________________________
 FE1100  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1100  DYNAMIC HT  -         106.531 (meters)     349.51  (feet)  COMP
 FE1100  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FE1100
 FE1100  VERT ORDER  -  SECOND    CLASS 0
 FE1100
 FE1100.The horizontal coordinates were scaled from a topographic map and have
 FE1100.an estimated accuracy of +/- 6 seconds.
 FE1100
 FE1100.The orthometric height was determined by differential leveling
 FE1100.and adjusted by the National Geodetic Survey in June 1991..
 FE1100
 FE1100.The geoid height was determined by GEOID03.
 FE1100
 FE1100.The dynamic height is computed by dividing the NAVD 88
 FE1100.geopotential number by the normal gravity value computed on the
 FE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1100.degrees latitude (g = 980.6199 gals.).
 FE1100
 FE1100.The modeled gravity was interpolated from observed gravity values.
 FE1100
 FE1100;                    North         East    Units  Estimated Accuracy
 FE1100;SPC TN       -   125,600.      293,550.      MT  (+/- 180 meters Scaled)
 FE1100
 FE1100                          SUPERSEDED SURVEY CONTROL
 FE1100
 FE1100  NGVD 29 (??/??/??)  106.620  (m)          349.80   (f) ADJUSTED    2 0
 FE1100
 FE1100.Superseded values are not recommended for survey control.
 FE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1100.See file dsdata.txt to determine how the superseded data were derived.
 FE1100
 FE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843219(NAD 83)
 FE1100_MARKER: DR = REFERENCE MARK DISK
 FE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1100_STAMPING: MUDDY NO 1 1958
 FE1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1100+STABILITY: SURFACE MOTION
 FE1100
 FE1100  HISTORY     - Date     Condition        Report By
 FE1100  HISTORY     - 1958     MONUMENTED       CGS
 FE1100  HISTORY     - 1959     GOOD             CGS
 FE1100
 FE1100                          STATION DESCRIPTION
 FE1100
 FE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1100'9.4 MI SE FROM STANTON.
 FE1100'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1100'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1100'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1100'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1100'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT
 FE1100'0.9 MILE SOUTHWEST ACROSS COUNTRY, THENCE 1.0 MILE NORTHWEST
 FE1100'ALONG A PAVED ROAD.  THE MARK IS 72.7 FEET SOUTH OF THE STATION,
 FE1100'11 FEET WEST OF THE FIELD AND 1 FOOT EAST OF A WIRE FENCE.
 FE1100'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1098 ***********************************************************************
 FE1098  DESIGNATION -  MUDDY RM 2
 FE1098  PID         -  FE1098
 FE1098  STATE/COUNTY-  TN/HAYWOOD
 FE1098  USGS QUAD   -  DANCYVILLE (1981)
 FE1098
 FE1098                         *CURRENT SURVEY CONTROL
 FE1098  ___________________________________________________________________
 FE1098* NAD 83(1986)-  35 25 04.     (N)    089 22 29.     (W)     SCALED    
 FE1098* NAVD 88     -       105.410  (meters)     345.83   (feet)  ADJUSTED  
 FE1098  ___________________________________________________________________
 FE1098  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1098  DYNAMIC HT  -         105.316 (meters)     345.52  (feet)  COMP
 FE1098  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FE1098
 FE1098  VERT ORDER  -  SECOND    CLASS 0
 FE1098
 FE1098.The horizontal coordinates were scaled from a topographic map and have
 FE1098.an estimated accuracy of +/- 6 seconds.
 FE1098
 FE1098.The orthometric height was determined by differential leveling
 FE1098.and adjusted by the National Geodetic Survey in June 1991..
 FE1098
 FE1098.The geoid height was determined by GEOID03.
 FE1098
 FE1098.The dynamic height is computed by dividing the NAVD 88
 FE1098.geopotential number by the normal gravity value computed on the
 FE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1098.degrees latitude (g = 980.6199 gals.).
 FE1098
 FE1098.The modeled gravity was interpolated from observed gravity values.
 FE1098
 FE1098;                    North         East    Units  Estimated Accuracy
 FE1098;SPC TN       -   125,600.      293,570.      MT  (+/- 180 meters Scaled)
 FE1098
 FE1098                          SUPERSEDED SURVEY CONTROL
 FE1098
 FE1098  NGVD 29 (??/??/??)  105.404  (m)          345.81   (f) ADJUSTED    2 0
 FE1098
 FE1098.Superseded values are not recommended for survey control.
 FE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1098.See file dsdata.txt to determine how the superseded data were derived.
 FE1098
 FE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843219(NAD 83)
 FE1098_MARKER: DR = REFERENCE MARK DISK
 FE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1098_STAMPING: MUDDY NO 2 1958
 FE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1098+STABILITY: SURFACE MOTION
 FE1098
 FE1098  HISTORY     - Date     Condition        Report By
 FE1098  HISTORY     - 1958     MONUMENTED       CGS
 FE1098  HISTORY     - 1959     GOOD             CGS
 FE1098
 FE1098                          STATION DESCRIPTION
 FE1098
 FE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1098'9.4 MI SE FROM STANTON.
 FE1098'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1098'RR CROSSING STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1098'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 FE1098'THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE
 FE1098'SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT 0.9
 FE1098'MILE SOUTHWEST ACROSS COUNTRY, THENCE 1.0 MILE NORTHWEST ALONG
 FE1098'A PAVED ROAD.  THE MARK IS 88.0 FEET NORTHEAST OF THE STATION,
 FE1098'141 FEET SOUTH OF THE CENTER OF THE WOODEN GATE AND 20 FEET WEST
 FE1098'OF THE FIELD AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 FE1098'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2398 ***********************************************************************
 GC2398  DESIGNATION -  MULLOY
 GC2398  PID         -  GC2398
 GC2398  STATE/COUNTY-  TN/ROBERTSON
 GC2398  USGS QUAD   -  PORTLAND (1981)
 GC2398
 GC2398                         *CURRENT SURVEY CONTROL
 GC2398  ___________________________________________________________________
 GC2398* NAD 83(1995)-  36 33 11.05269(N)    086 37 15.81699(W)     ADJUSTED  
 GC2398* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 GC2398  ___________________________________________________________________
 GC2398  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GC2398  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2398
 GC2398  HORZ ORDER  -  SECOND
 GC2398
 GC2398.The horizontal coordinates were established by classical geodetic methods
 GC2398.and adjusted by the National Geodetic Survey in April 1999..
 GC2398
 GC2398.The orthometric height was scaled from a topographic map.
 GC2398
 GC2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2398
 GC2398.The geoid height was determined by GEOID03.
 GC2398
 GC2398;                    North         East     Units Scale Factor Converg.
 GC2398;SPC TN       -   246,461.729   544,395.391   MT  1.00002704   -0 21 48.9
 GC2398;SPC TN       -   808,599.86  1,786,070.55   sFT  1.00002704   -0 21 48.9
 GC2398;UTM  16      - 4,045,361.653   533,912.947   MT  0.99961417   +0 13 32.5
 GC2398
 GC2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2398!SPC TN       -   0.99996623  x   1.00002704  =   0.99999327
 GC2398!UTM  16      -   0.99996623  x   0.99961417  =   0.99958042
 GC2398
 GC2398:                Primary Azimuth Mark                     Grid Az
 GC2398:SPC TN       -  MULLOY AZ MK                             034 58 26.3
 GC2398:UTM  16      -  MULLOY AZ MK                             034 23 04.9
 GC2398
 GC2398|---------------------------------------------------------------------|
 GC2398| PID    Reference Object                     Distance      Geod. Az  |
 GC2398|                                                           dddmmss.s |
 GC2398| GC1045 MULLOY AZ MK                                       0343637.4 |
 GC2398| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.9 KM 0722950.0 |
 GC2398| GC1042 MULLOY 2                             10.650 METERS 21437     |
 GC2398| GC1040 MULLOY RM 1                          30.655 METERS 21523     |
 GC2398| GC1044 MULLOY RM 2                          29.124 METERS 30835     |
 GC2398|---------------------------------------------------------------------|
 GC2398
 GC2398                          SUPERSEDED SURVEY CONTROL
 GC2398
 GC2398  NAD 83(1995)-  36 33 11.05309(N)    086 37 15.81730(W) AD(       ) 2
 GC2398  NAD 83(1995)-  36 33 11.05980(N)    086 37 15.82116(W) AD(       ) 2
 GC2398  NAD 83(1986)-  36 33 11.06179(N)    086 37 15.82054(W) AD(       ) 2
 GC2398  NAD 27      -  36 33 10.91220(N)    086 37 15.84050(W) AD(       ) 2
 GC2398
 GC2398.Superseded values are not recommended for survey control.
 GC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2398.See file dsdata.txt to determine how the superseded data were derived.
 GC2398
 GC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3391345362(NAD 83)
 GC2398_MARKER: DS = TRIANGULATION STATION DISK
 GC2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2398_STAMPING: MULLOY 1951
 GC2398_MARK LOGO: CGS   
 GC2398
 GC2398  HISTORY     - Date     Condition        Report By
 GC2398  HISTORY     - 1951     MONUMENTED       CGS
 GC2398  HISTORY     - 1959     GOOD             CGS
 GC2398  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GC2398
 GC2398                          STATION DESCRIPTION
 GC2398
 GC2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2398'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF PORTLAND AND ABOUT
 GC2398'6 MILES NORTH OF WHITE HOUSE ALONG THE NORTHWEST SIDE OF U.S.
 GC2398'HIGHWAY 31W.  IT IS 54 FEET NORTHWEST OF THE CENTER OF HIGHWAY, 20
 GC2398'FEET SOUTHWEST OF A HEDGE ROW AND 5.4 FEET NORTHWEST OF A WHITE
 GC2398'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MULLOY 1951.
 GC2398'
 GC2398'REFERENCE MARK NO. 1 IS 56 FEET NORTHWEST OF THE CENTER OF HIGHWAY.
 GC2398'THE MARK IS FLUSH AND THE DISK IS STAMPED MULLOY NO. 1 1951.
 GC2398'
 GC2398'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF THE HEDGE ROW.  THE MARK
 GC2398'PROJECTS 6 INCHES AND THE DISK IS STAMPED MULLOY NO. 2 1951.
 GC2398'
 GC2398'AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 31W,
 GC2398'14 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD AND 3.6 FEET
 GC2398'NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS A STANDARD
 GC2398'TRIANGULATION AZIMUTH MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 GC2398'SOUTH ABUTMENT OF A CONCRETE CULVERT AND IS STAMPED MULLOY 1951.
 GC2398'
 GC2398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2398'HIGHWAY 31W, WHICH IS ABOUT 4 MILES NORTH OF WHITE HOUSE, GO NORTH
 GC2398'ON U.S. HIGHWAY 31W FOR 2.0 MILES TO THE STATION ON THE LEFT AS
 GC2398'DESCRIBED, CONTINUE ON HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON
 GC2398'THE RIGHT.
 GC2398'
 GC2398'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2398
 GC2398                          STATION RECOVERY (1959)
 GC2398
 GC2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2398'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2398'THE ORIGINAL DESCRIPTION IS COMPLETELY ADEQUATE WITH THE EXCEPTION
 GC2398'THAT THE WITNESS POST AT THE AZIMUTH MARK HAS BEEN DESTROYED AND A
 GC2398'WITNESS SIGN WAS PLACED 2 FEET SOUTHWEST OF THE STATION MARK.
 GC2398'
 GC2398'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC2398
 GC2398                          STATION RECOVERY (1964)
 GC2398
 GC2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC2398'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2398'HOWEVER, DUE TO CONSTRUCTION OF A NEW PRIMARY ROAD IN THE AREA, THE
 GC2398'STATION AND REFERENCE MARK NO. 2 WOULD BE DESTROYED. A NEW STATION
 GC2398'MULLOY 2 1964 WAS ESTABLISHED ON AN EXTENDED LINE BETWEEN THE
 GC2398'ORIGINAL STATION AND THE AZIMUTH MARK AND ONE NEW REFERENCE MARK WAS
 GC2398'SET. AFTER ALL HORIZONTAL AND VERTICAL OBSERVATIONS WERE COMPLETED
 GC2398'AND MEASUREMENTS TAKEN, THE ORIGIONAL SURFACE STATION MARK AND
 GC2398'REFERENCE MARK NO. 2 WERE DESTROYED AND THE DISK REMOVED FOR
 GC2398'SUBMISSION TO THE WASHINGTON OFFICE.
 GC2398'
 GC2398'SEE DESCRIPTION OF STATION MULLOY 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1042 ***********************************************************************
 GC1042  DESIGNATION -  MULLOY 2
 GC1042  PID         -  GC1042
 GC1042  STATE/COUNTY-  TN/ROBERTSON
 GC1042  USGS QUAD   -  PORTLAND (1981)
 GC1042
 GC1042                         *CURRENT SURVEY CONTROL
 GC1042  ___________________________________________________________________
 GC1042* NAD 83(1995)-  36 33 10.76833(N)    086 37 16.06023(W)     ADJUSTED  
 GC1042* NAVD 88     -       245.39   (+/-2cm)     805.1    (feet)  VERTCON   
 GC1042  ___________________________________________________________________
 GC1042  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GC1042  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC1042
 GC1042  HORZ ORDER  -  THIRD
 GC1042  VERT ORDER  -  THIRD (See Below)
 GC1042
 GC1042.The horizontal coordinates were established by classical geodetic methods
 GC1042.and adjusted by the National Geodetic Survey in April 1999..
 GC1042.No horizontal observational check was made to the station.
 GC1042
 GC1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1042.The vertical order pertains to the NGVD 29 superseded value.
 GC1042
 GC1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1042
 GC1042.The geoid height was determined by GEOID03.
 GC1042
 GC1042;                    North         East     Units Scale Factor Converg.
 GC1042;SPC TN       -   246,453.002   544,389.286   MT  1.00002702   -0 21 49.1
 GC1042;SPC TN       -   808,571.22  1,786,050.52   sFT  1.00002702   -0 21 49.1
 GC1042;UTM  16      - 4,045,352.867   533,906.934   MT  0.99961416   +0 13 32.3
 GC1042
 GC1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1042!SPC TN       -   0.99996616  x   1.00002702  =   0.99999318
 GC1042!UTM  16      -   0.99996616  x   0.99961416  =   0.99958033
 GC1042
 GC1042                          SUPERSEDED SURVEY CONTROL
 GC1042
 GC1042  NAD 83(1995)-  36 33 10.76873(N)    086 37 16.06054(W) AD(       ) 3
 GC1042  NAD 83(1995)-  36 33 10.77544(N)    086 37 16.06440(W) AD(       ) 3
 GC1042  NAD 83(1986)-  36 33 10.77743(N)    086 37 16.06378(W) AD(       ) 3
 GC1042  NAD 27      -  36 33 10.62780(N)    086 37 16.08370(W) AD(       ) 3
 GC1042  NGVD 29 (??/??/??)  245.46   (m)          805.3    (f) RESET       3  
 GC1042
 GC1042.Superseded values are not recommended for survey control.
 GC1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1042.See file dsdata.txt to determine how the superseded data were derived.
 GC1042
 GC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3390745353(NAD 83)
 GC1042_MARKER: DS = TRIANGULATION STATION DISK
 GC1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1042_STAMPING: MULLOY 2 1964
 GC1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1042+STABILITY: SURFACE MOTION
 GC1042
 GC1042  HISTORY     - Date     Condition        Report By
 GC1042  HISTORY     - 1964     MONUMENTED       CGS
 GC1042  HISTORY     - 1964     GOOD             CGS
 GC1042
 GC1042                          STATION DESCRIPTION
 GC1042
 GC1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC1042'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF PORTLAND AND
 GC1042'ABOUT 6 MILES NORTH OF WHITE HOUSE ALONG THE NORTHWEST
 GC1042'RIGHT-OF-WAY OF U.S. HIGHWAY 31W.
 GC1042'
 GC1042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC1042'ROUTE 25 4 MILES NORTH OF THE POST OFFICE IN WHITE HOUSE, GO
 GC1042'NORTH AND NORTHEASTERLY ON U.S. HIGHWAY 31W FOR 2.0 MILES TO A T ROAD
 GC1042'ON THE LEFT AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 GC1042'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GC1042'U.S. HIGHWAY 31 W FOR 0.5 MILE TO A FIELD DRIVE AND GATE ON THE RIGHT
 GC1042'AND THE AZIMUTH MARK AS DESCRIBED.
 GC1042'
 GC1042'THE STATION IS 56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC1042'HIGHWAY 31W, 44 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A NEW
 GC1042'PRIMARY ROAD AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 GC1042'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GC1042'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MULLOY 2 1964.  THE
 GC1042'SUBSURFACE MARK IS ABOUT 34 INCHES BELOW THE SURFACE.
 GC1042'
 GC1042'REFERENCE MARK NO. 1 IS 59 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC1042'OF U.S. HIGHWAY 31W, 17.5 FEET NORTHEAST OF A 6 X 6 INCH SQUARE
 GC1042'CONCRETE RIGHT-OF-WAY MARKER AND 1.4 FEET NORTHEAST OF A METAL
 GC1042'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN A 12-INCH,
 GC1042'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MULLOY NO. 1
 GC1042'1951.
 GC1042'
 GC1042'REFERENCE MARK NO. 3 IS 109 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC1042'OF U.S. HIGHWAY 31W, 31 FEET SOUTHWEST OF THE APPROXIMATE
 GC1042'CENTER OF THE NEW PRIMARY ROAD AND 1.1 FEET SOUTHEAST OF A METAL
 GC1042'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC1042'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1042'MULLOY 2 NO. 3 1964.
 GC1042'
 GC1042'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC1042'REFERENCE MARK NO. 3 IS 96.10 FEET.
 GC1042'
 GC1042'THE AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC1042'U.S. HIGHWAY 31W, 14 FEET SOUTHWEST OF THE CENTER OF A FIELD DRIVE
 GC1042'AND IN THE SOUTH ABUTMENT OF A SMALL CONCRETE CULVERT. IT IS A
 GC1042'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE ABUTMENT OF THE
 GC1042'CONCRETE CULVERT AND THE DISK IS STAMPED MULLOY 1951.
 GC1042
 GC1042                          STATION RECOVERY (1964)
 GC1042
 GC1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GC1042'6 MI N FROM WHITE HOUSE.
 GC1042'THIS MARK IS AT THE MULLOY 2 TRIANGULATION STATION ABOUT 6 MILES
 GC1042'NORTH ALONG U.S. HIGHWAY 31W FROM WHITE HOUSE.  TO REACH FROM THE
 GC1042'JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 25, 4 MILES NORTH
 GC1042'OF THE POST OFFICE IN WHITE HOUSE, GO NORTH AND NORTHEASTERLY
 GC1042'ON U.S. HIGHWAY 31W FOR 2.0 MILES TO A T ROAD ON THE LEFT AND
 GC1042'THE MARK IN THE SOUTHWEST ANGLE.  IT IS 56 FEET NORTHWEST OF THE
 GC1042'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 44 FEET SOUTHWEST OF THE
 GC1042'APPROXIMATE CENTER OF A NEW PRIMARY ROAD, 1.5 FEET NORTHEAST OF
 GC1042'A METAL WITNESS POST AND SIGN, AND ABOUT 4 FEET ABOVE THE LEVEL
 GC1042'OF THE HIGHWAY.  IT IS A STANDARD TRIANGULATION STATION DISK SET
 GC1042'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1042'DISK IS STAMPED MULLOY 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1041 ***********************************************************************
 GC1041  DESIGNATION -  MULLOY 2 RM 3
 GC1041  PID         -  GC1041
 GC1041  STATE/COUNTY-  TN/ROBERTSON
 GC1041  USGS QUAD   -  PORTLAND (1981)
 GC1041
 GC1041                         *CURRENT SURVEY CONTROL
 GC1041  ___________________________________________________________________
 GC1041* NAD 83(1986)-  36 33 11.     (N)    086 37 15.     (W)     SCALED    
 GC1041* NAVD 88     -       245.41   (+/-2cm)     805.1    (feet)  VERTCON   
 GC1041  ___________________________________________________________________
 GC1041  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC1041
 GC1041  VERT ORDER  -  THIRD (See Below)
 GC1041
 GC1041.The horizontal coordinates were scaled from a topographic map and have
 GC1041.an estimated accuracy of +/- 6 seconds.
 GC1041
 GC1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1041.The vertical order pertains to the NGVD 29 superseded value.
 GC1041
 GC1041.The geoid height was determined by GEOID03.
 GC1041
 GC1041;                    North         East    Units  Estimated Accuracy
 GC1041;SPC TN       -   246,460.      544,420.      MT  (+/- 180 meters Scaled)
 GC1041
 GC1041                          SUPERSEDED SURVEY CONTROL
 GC1041
 GC1041  NGVD 29 (??/??/??)  245.49   (m)          805.4    (f) RESET       3  
 GC1041
 GC1041.Superseded values are not recommended for survey control.
 GC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1041.See file dsdata.txt to determine how the superseded data were derived.
 GC1041
 GC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF339453(NAD 83)
 GC1041_MARKER: DR = REFERENCE MARK DISK
 GC1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1041_STAMPING: MULLOY 2 NO 3 1964
 GC1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1041+STABILITY: SURFACE MOTION
 GC1041
 GC1041  HISTORY     - Date     Condition        Report By
 GC1041  HISTORY     - 1964     MONUMENTED       CGS
 GC1041
 GC1041                          STATION DESCRIPTION
 GC1041
 GC1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GC1041'6 MI N FROM WHITE HOUSE.
 GC1041'THIS MARK IS AT THE MULLOY 2 1964 STATION SITE ABOUT 6 MILES
 GC1041'NORTH OF WHITE HOUSE.  IT IS 109 FEET NORTHWEST OF THE
 GC1041'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 96.10 FEET NORTH OF
 GC1041'REFERENCE MARK NO. 1, 55.98 FEET NORTHWEST OF MULLOY 2 1964, 31
 GC1041'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A NEW PRIMARY ROAD,
 GC1041'AND 1.1 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1041'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GC1041'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MULLOY
 GC1041'2 NO 3 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1045 ***********************************************************************
 GC1045  DESIGNATION -  MULLOY AZ MK
 GC1045  PID         -  GC1045
 GC1045  STATE/COUNTY-  TN/ROBERTSON
 GC1045  USGS QUAD   -  PORTLAND (1981)
 GC1045
 GC1045                         *CURRENT SURVEY CONTROL
 GC1045  ___________________________________________________________________
 GC1045* NAD 83(1986)-  36 33 33.     (N)    086 36 57.     (W)     SCALED    
 GC1045* NAVD 88     -       233.741  (meters)     766.87   (feet)  ADJUSTED  
 GC1045  ___________________________________________________________________
 GC1045  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC1045  DYNAMIC HT  -         233.544 (meters)     766.22  (feet)  COMP
 GC1045  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GC1045
 GC1045  VERT ORDER  -  SECOND    CLASS 0
 GC1045
 GC1045.The horizontal coordinates were scaled from a topographic map and have
 GC1045.an estimated accuracy of +/- 6 seconds.
 GC1045
 GC1045.The orthometric height was determined by differential leveling
 GC1045.and adjusted by the National Geodetic Survey in June 1991..
 GC1045
 GC1045.The geoid height was determined by GEOID03.
 GC1045
 GC1045.The dynamic height is computed by dividing the NAVD 88
 GC1045.geopotential number by the normal gravity value computed on the
 GC1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1045.degrees latitude (g = 980.6199 gals.).
 GC1045
 GC1045.The modeled gravity was interpolated from observed gravity values.
 GC1045
 GC1045;                    North         East    Units  Estimated Accuracy
 GC1045;SPC TN       -   247,140.      544,870.      MT  (+/- 180 meters Scaled)
 GC1045
 GC1045                          SUPERSEDED SURVEY CONTROL
 GC1045
 GC1045  NGVD 29 (??/??/92)  233.813  (m)          767.10   (f) ADJ UNCH    2 0
 GC1045
 GC1045.Superseded values are not recommended for survey control.
 GC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1045.See file dsdata.txt to determine how the superseded data were derived.
 GC1045
 GC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF343460(NAD 83)
 GC1045_MARKER: DZ = AZIMUTH MARK DISK
 GC1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1045_SP_SET: CULVERT
 GC1045_STAMPING: MULLOY 1951
 GC1045_MARK LOGO: CGS   
 GC1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1045
 GC1045  HISTORY     - Date     Condition        Report By
 GC1045  HISTORY     - 1951     MONUMENTED       CGS
 GC1045  HISTORY     - 1964     GOOD             NGS
 GC1045
 GC1045                          STATION DESCRIPTION
 GC1045
 GC1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC1045'6.5 MI N FROM WHITE HOUSE.
 GC1045'THIS MARK IS ABOUT 0.5 MILE NORTHEAST OF TRIANGULATION STATION
 GC1045'MULLOY 2 1964.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31W
 GC1045'AND STATE ROUTE 25, 4 MILES NORTH OF THE POST OFFICE IN WHITE
 GC1045'HOUSE, GO NORTH AND NORTHEASTERLY ON U.S. HIGHWAY 31W FOR 6.5
 GC1045'MILES TO THE MARK ON THE RIGHT.  IT IS 29 FEET SOUTHEAST OF THE
 GC1045'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 14 FEET SOUTHWEST OF THE
 GC1045'CENTER OF A FIELD DRIVE AND IN THE SOUTH ABUTMENT OF A SMALL
 GC1045'CONCRETE CULVERT.  A STANDARD AZIMUTH MARK DISK CEMENTED IN A
 GC1045'DRILL HOLE IN THE ABUTMENT OF THE CONCRETE CULVERT AND THE DISK
 GC1045'IS STAMPED MULLOY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1040 ***********************************************************************
 GC1040  DESIGNATION -  MULLOY RM 1
 GC1040  PID         -  GC1040
 GC1040  STATE/COUNTY-  TN/ROBERTSON
 GC1040  USGS QUAD   -  PORTLAND (1981)
 GC1040
 GC1040                         *CURRENT SURVEY CONTROL
 GC1040  ___________________________________________________________________
 GC1040* NAD 83(1986)-  36 33 10.     (N)    086 37 15.     (W)     SCALED    
 GC1040* NAVD 88     -       245.471  (meters)     805.35   (feet)  ADJUSTED  
 GC1040  ___________________________________________________________________
 GC1040  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC1040  DYNAMIC HT  -         245.265 (meters)     804.67  (feet)  COMP
 GC1040  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 GC1040
 GC1040  VERT ORDER  -  SECOND    CLASS 0
 GC1040
 GC1040.The horizontal coordinates were scaled from a topographic map and have
 GC1040.an estimated accuracy of +/- 6 seconds.
 GC1040
 GC1040.The orthometric height was determined by differential leveling
 GC1040.and adjusted by the National Geodetic Survey in June 1991..
 GC1040
 GC1040.The geoid height was determined by GEOID03.
 GC1040
 GC1040.The dynamic height is computed by dividing the NAVD 88
 GC1040.geopotential number by the normal gravity value computed on the
 GC1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1040.degrees latitude (g = 980.6199 gals.).
 GC1040
 GC1040.The modeled gravity was interpolated from observed gravity values.
 GC1040
 GC1040;                    North         East    Units  Estimated Accuracy
 GC1040;SPC TN       -   246,430.      544,420.      MT  (+/- 180 meters Scaled)
 GC1040
 GC1040                          SUPERSEDED SURVEY CONTROL
 GC1040
 GC1040  NGVD 29 (??/??/92)  245.543  (m)          805.59   (f) ADJ UNCH    2 0
 GC1040
 GC1040.Superseded values are not recommended for survey control.
 GC1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1040.See file dsdata.txt to determine how the superseded data were derived.
 GC1040
 GC1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF339453(NAD 83)
 GC1040_MARKER: DR = REFERENCE MARK DISK
 GC1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1040_STAMPING: MULLOY NO 1 1951
 GC1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1040+STABILITY: SURFACE MOTION
 GC1040
 GC1040  HISTORY     - Date     Condition        Report By
 GC1040  HISTORY     - 1951     MONUMENTED       CGS
 GC1040  HISTORY     - 1964     GOOD             NGS
 GC1040
 GC1040                          STATION DESCRIPTION
 GC1040
 GC1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC1040'6 MI N FROM WHITE HOUSE.
 GC1040'THIS MARK IS LOCATED AT THE MULLOY 2 1964 STATION SITE, 65.77
 GC1040'FEET SOUTHWEST OF THE STATION, 59 FEET NORTHWEST OF THE APPROXIMATE
 GC1040'CENTER OF U.S. HIGHWAY 31W, 17.5 FEET NORTHEAST OF A 6 BY 6
 GC1040'INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER, AND 1.4 FEET NORTHEAST
 GC1040'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 GC1040'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2585 ***********************************************************************
 FE2585  DESIGNATION -  MUNFORD MUNICIPAL TANK
 FE2585  PID         -  FE2585
 FE2585  STATE/COUNTY-  TN/TIPTON
 FE2585  USGS QUAD   -  MUNFORD (1983)
 FE2585
 FE2585                         *CURRENT SURVEY CONTROL
 FE2585  ___________________________________________________________________
 FE2585* NAD 83(1995)-  35 26 52.37508(N)    089 48 33.49184(W)     ADJUSTED  
 FE2585* NAVD 88     -                                                        
 FE2585  ___________________________________________________________________
 FE2585  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FE2585  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE2585
 FE2585  HORZ ORDER  -  THIRD
 FE2585
 FE2585.The horizontal coordinates were established by classical geodetic methods
 FE2585.and adjusted by the National Geodetic Survey in April 1999..
 FE2585
 FE2585
 FE2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2585
 FE2585.The geoid height was determined by GEOID03.
 FE2585
 FE2585;                    North         East     Units Scale Factor Converg.
 FE2585;SPC TN       -   130,388.090   254,258.476   MT  0.99997098   -2 13 48.4
 FE2585;SPC TN       -   427,781.59    834,179.68   sFT  0.99997098   -2 13 48.4
 FE2585;UTM  16      - 3,926,340.420   245,017.389   MT  1.00040129   -1 37 48.6
 FE2585
 FE2585                          SUPERSEDED SURVEY CONTROL
 FE2585
 FE2585  NAD 83(1995)-  35 26 52.38353(N)    089 48 33.49299(W) AD(       ) 4
 FE2585  NAD 83(1986)-  35 26 52.38697(N)    089 48 33.49334(W) AD(       ) 4
 FE2585  NAD 27      -  35 26 52.08800(N)    089 48 33.19400(W) AD(       ) 3
 FE2585
 FE2585.Superseded values are not recommended for survey control.
 FE2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2585.See file dsdata.txt to determine how the superseded data were derived.
 FE2585
 FE2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4501726340(NAD 83)
 FE2585_MARKER: 53 = ELEVATED TANK
 FE2585
 FE2585  HISTORY     - Date     Condition        Report By
 FE2585  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2585
 FE2585                          STATION DESCRIPTION
 FE2585
 FE2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2585'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK.  THE TANK IS
 FE2585'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, SILVER COLORED AND THE
 FE2585'TOTAL HEIGHT IS ABOUT 85 FEET.  IT IS IN THE EASTERN PART OF THE
 FE2585'VILLAGE, 0.1 MILE NORTH OF THE MUNFORD-CROSSTOWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0686 ***********************************************************************
 GC0686  DESIGNATION -  MURF
 GC0686  PID         -  GC0686
 GC0686  STATE/COUNTY-  TN/DAVIDSON
 GC0686  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0686
 GC0686                         *CURRENT SURVEY CONTROL
 GC0686  ___________________________________________________________________
 GC0686* NAD 83(1995)-  36 08 08.25787(N)    086 43 43.75202(W)     ADJUSTED  
 GC0686* NAVD 88     -       170.764  (meters)     560.25   (feet)  ADJUSTED  
 GC0686  ___________________________________________________________________
 GC0686  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC0686  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0686  DYNAMIC HT  -         170.618 (meters)     559.77  (feet)  COMP
 GC0686  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0686
 GC0686  HORZ ORDER  -  SECOND
 GC0686  VERT ORDER  -  SECOND    CLASS 0
 GC0686
 GC0686.The horizontal coordinates were established by classical geodetic methods
 GC0686.and adjusted by the National Geodetic Survey in April 1999..
 GC0686
 GC0686.The orthometric height was determined by differential leveling
 GC0686.and adjusted by the National Geodetic Survey in June 1991..
 GC0686
 GC0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0686
 GC0686.The geoid height was determined by GEOID03.
 GC0686
 GC0686.The dynamic height is computed by dividing the NAVD 88
 GC0686.geopotential number by the normal gravity value computed on the
 GC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0686.degrees latitude (g = 980.6199 gals.).
 GC0686
 GC0686.The modeled gravity was interpolated from observed gravity values.
 GC0686
 GC0686;                    North         East     Units Scale Factor Converg.
 GC0686;SPC TN       -   200,208.275   534,402.689   MT  0.99996221   -0 25 36.0
 GC0686;SPC TN       -   656,849.98  1,753,286.16   sFT  0.99996221   -0 25 36.0
 GC0686;UTM  16      - 3,999,025.710   524,398.918   MT  0.99960733   +0 09 35.7
 GC0686
 GC0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0686!SPC TN       -   0.99997779  x   0.99996221  =   0.99994000
 GC0686!UTM  16      -   0.99997779  x   0.99960733  =   0.99958513
 GC0686
 GC0686|---------------------------------------------------------------------|
 GC0686| PID    Reference Object                     Distance      Geod. Az  |
 GC0686|                                                           dddmmss.s |
 GC0686| GC0687 MURF RM 1                                          10642     |
 GC0686| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 2.4 KM 2745641.6 |
 GC0686| GC0653 NEGLEY                              APPROX. 4.2 KM 2844407.9 |
 GC0686| GC0685 MURF RM 2                            24.826 METERS 35822     |
 GC0686|---------------------------------------------------------------------|
 GC0686
 GC0686                          SUPERSEDED SURVEY CONTROL
 GC0686
 GC0686  NAD 83(1995)-  36 08 08.26001(N)    086 43 43.75420(W) AD(       ) 2
 GC0686  NAD 83(1995)-  36 08 08.26209(N)    086 43 43.75385(W) AD(       ) 2
 GC0686  NAD 83(1986)-  36 08 08.26798(N)    086 43 43.75506(W) AD(       ) 2
 GC0686  NAD 27      -  36 08 08.06170(N)    086 43 43.76190(W) AD(       ) 2
 GC0686  NGVD 29 (??/??/92)  170.781  (m)          560.30   (f) ADJ UNCH    2 0
 GC0686
 GC0686.Superseded values are not recommended for survey control.
 GC0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0686.See file dsdata.txt to determine how the superseded data were derived.
 GC0686
 GC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2439999026(NAD 83)
 GC0686_MARKER: DE = TRAVERSE STATION DISK
 GC0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0686_STAMPING: MURF 1959
 GC0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0686+STABILITY: SURFACE MOTION
 GC0686
 GC0686  HISTORY     - Date     Condition        Report By
 GC0686  HISTORY     - 1959     MONUMENTED       CGS
 GC0686  HISTORY     - 1960     GOOD             NGS
 GC0686  HISTORY     - 1970     MARK NOT FOUND   NGS
 GC0686
 GC0686                          STATION DESCRIPTION
 GC0686
 GC0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0686'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF THE BUSINESS
 GC0686'SECTION OF NASHVILLE, 2 MILES SOUTH OF THE CUMBERLAND RIVER, AND 0.15
 GC0686'MILE SOUTH OF U.S. HIGHWAY 70 SOUTH.
 GC0686'
 GC0686'TO REACH THE STATION FROM THE INTERSECTION OF MURFREESBORO PIKE AND
 GC0686'ARLINGTON AVENUE (ABOUT 1.4 MILES SOUTHEAST OF THE EASTERN CITY
 GC0686'LIMITS OF NASHVILLE) GO SOUTHEASTERLY ON MURFREESBORO PIKE (U.S.
 GC0686'HIGHWAY 70 SOUTH) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 GC0686'ONTO CRUCHFIELD AVENUE AND GO SOUTH FOR 0.05 MILE TO A SIDE ROAD LEFT
 GC0686'AT SIGN HIX TOURIST.  TURN LEFT AND GO 0.05 MILE TO A FORK.
 GC0686'TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO 0.05 MILE TO A WIRE GATE
 GC0686'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 GC0686'0.05 MILE TO A WOODEN GATE AND THE STATION AS DESCRIBED BELOW.
 GC0686'
 GC0686'THE STATION MARK, A STANDARD DISK STAMPED MURF 1959, IS SET IN THE
 GC0686'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0686'SURFACE OF THE GROUND.  IT IS 52 FEET SOUTH OF A WOODEN GATE, 51 FEET
 GC0686'EAST OF THE SOUTHEAST CORNER OF A BUILDING THAT IS PAINTED
 GC0686'RED IN COLOR, 27 FEET WEST OF A TREE, AND 10 FEET WEST OF A WITNESS
 GC0686'SIGN.
 GC0686'
 GC0686'THE UNDERGROUND STATION MARK IS A STANDARD DISK SAMPED MURF 1959 AND
 GC0686'IS SET ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0686'
 GC0686'REFERENCE MARK 1, A STANDARD DISK STAMPED MURF NO. 1 1959, IS SET IN
 GC0686'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GC0686'SURFACE OF THE GROUND.  IT IS 25 FEET SOUTH OF A LARGE TREE AND 2
 GC0686'FEET SOUTH OF A WIRE FENCE.
 GC0686'
 GC0686'REFERENCE MARK 2, A STANDARD DISK STAMPED MURF NO. 2 1959, IS SET IN
 GC0686'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GC0686'SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF THE NORTHEAST CORNER
 GC0686'OF A SHED THAT IS PAINTED RED IN COLOR, 7 FEET NORTH OF A GATE
 GC0686'AND 2 FEET SOUTH OF A WIRE FENCE.
 GC0686'
 GC0686'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0686
 GC0686                          STATION RECOVERY (1960)
 GC0686
 GC0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0686'5.2 MI SE FROM NASHVILLE.
 GC0686'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0686'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0686'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.6 MILE EAST ON
 GC0686'U.S. HIGHWAY 70S, THEN 0.1 MILE SOUTH ON CRUTCHFIELD AVENUE TO
 GC0686'THE HIX COURTS SIGN, THEN 0.15 MILE EAST ON A TRACK ROAD, THEN
 GC0686'ABOUT 100 YARDS SOUTH.  THE STATION MARK IS 65.4 FT. SOUTH OF
 GC0686'THE NORTHEAST CORNER OF A SHED, 52 FT. SOUTHWEST OF A FENCE, 30
 GC0686'FT. NORTHWEST OF A 24-INCH TREE, 14 FT. NORTHWEST OF A FENCE
 GC0686'CORNER, AND 11.3 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS
 GC0686'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0686
 GC0686                          STATION RECOVERY (1970)
 GC0686
 GC0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC0686'A THOROUGH AND EXTENDED SEARCH HAS BEEN MADE FOR THIS STATION AND
 GC0686'THE REFERENCE MARKS, AND THEY CANNOT BE FOUND.  IT IS THOUGHT THAT
 GC0686'THE ENTIRE STATION HAS BEEN DESTROYED BY THE GRADING FOR A
 GC0686'CONSTRUCTION CAMP SITE.  PIECES OF CONCRETE HAVE BEEN FOUND IN THE
 GC0686'AREA, BUT THEIR IDENTIFICATION AS PART OF THE CONCRETE MONUMENTS
 GC0686'IS NOT CERTAIN.  THE STATION WAS USED BY THE TENNESSEE HIGHWAY
 GC0686'DEPARTMENT IN OBTAINING THE CO-ORDINATES FOR RIGHT-OF-WAY
 GC0686'MARKERS ALONG THE INTERSTATE, BUT THE COMPUTATIONS MADE FROM
 GC0686'THESE POSITIONS BACK TO THE STATION SITE HAVE PRODUCED NO RESULTS.
 GC0686'
 GC0686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.75 SOUTHEAST OF
 GC0686'DOWNTOWN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0687 ***********************************************************************
 GC0687  DESIGNATION -  MURF RM 1
 GC0687  PID         -  GC0687
 GC0687  STATE/COUNTY-  TN/DAVIDSON
 GC0687  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0687
 GC0687                         *CURRENT SURVEY CONTROL
 GC0687  ___________________________________________________________________
 GC0687* NAD 83(1986)-  36 08 08.     (N)    086 43 43.     (W)     SCALED    
 GC0687* NAVD 88     -       170.028  (meters)     557.83   (feet)  ADJUSTED  
 GC0687  ___________________________________________________________________
 GC0687  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0687  DYNAMIC HT  -         169.883 (meters)     557.36  (feet)  COMP
 GC0687  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0687
 GC0687  VERT ORDER  -  SECOND    CLASS 0
 GC0687
 GC0687.The horizontal coordinates were scaled from a topographic map and have
 GC0687.an estimated accuracy of +/- 6 seconds.
 GC0687
 GC0687.The orthometric height was determined by differential leveling
 GC0687.and adjusted by the National Geodetic Survey in June 1991..
 GC0687
 GC0687.The geoid height was determined by GEOID03.
 GC0687
 GC0687.The dynamic height is computed by dividing the NAVD 88
 GC0687.geopotential number by the normal gravity value computed on the
 GC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0687.degrees latitude (g = 980.6199 gals.).
 GC0687
 GC0687.The modeled gravity was interpolated from observed gravity values.
 GC0687
 GC0687;                    North         East    Units  Estimated Accuracy
 GC0687;SPC TN       -   200,200.      534,420.      MT  (+/- 180 meters Scaled)
 GC0687
 GC0687                          SUPERSEDED SURVEY CONTROL
 GC0687
 GC0687  NGVD 29 (??/??/92)  170.046  (m)          557.89   (f) ADJ UNCH    2 0
 GC0687
 GC0687.Superseded values are not recommended for survey control.
 GC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0687.See file dsdata.txt to determine how the superseded data were derived.
 GC0687
 GC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE244990(NAD 83)
 GC0687_MARKER: DR = REFERENCE MARK DISK
 GC0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0687_STAMPING: MARF NO 1 1959
 GC0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0687+STABILITY: SURFACE MOTION
 GC0687
 GC0687  HISTORY     - Date     Condition        Report By
 GC0687  HISTORY     - 1959     MONUMENTED       CGS
 GC0687  HISTORY     - 1960     GOOD             NGS
 GC0687
 GC0687                          STATION DESCRIPTION
 GC0687
 GC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0687'5.2 MI SE FROM NASHVILLE.
 GC0687'THIS MARK IS LOCATED AT THE MURF 1959 STATION SITE, 125 FT. EAST
 GC0687'OF THE STATION MARK, 50 FT. NORTHWEST OF A HEDGE AND FENCE
 GC0687'CORNER, 27 FT. NORTHEAST OF A 40-INCH HACKBERRY TREE, AND 1.5
 GC0687'FT. SOUTHWEST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0687'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1669 ***********************************************************************
 FD1669  DESIGNATION -  MURFPORT
 FD1669  PID         -  FD1669
 FD1669  STATE/COUNTY-  TN/RUTHERFORD
 FD1669  USGS QUAD   -  WALTERHILL (1998)
 FD1669
 FD1669                         *CURRENT SURVEY CONTROL
 FD1669  ___________________________________________________________________
 FD1669* NAD 83(1995)-  35 52 36.85252(N)    086 22 44.34554(W)     ADJUSTED  
 FD1669* NAVD 88     -       185.9    (meters)     610.     (feet)  VERTCON   
 FD1669  ___________________________________________________________________
 FD1669  X           -     326,781.113 (meters)                     COMP
 FD1669  Y           -  -5,163,812.929 (meters)                     COMP
 FD1669  Z           -   3,717,225.113 (meters)                     COMP
 FD1669  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FD1669  ELLIP HEIGHT-         157.04  (meters)          (04/12/99) GPS OBS
 FD1669  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD1669
 FD1669  HORZ ORDER  -  THIRD
 FD1669  ELLP ORDER  -  FOURTH    CLASS I
 FD1669
 FD1669.This mark is at Murfreesboro Airport (MBT)
 FD1669
 FD1669.The horizontal coordinates were established by GPS observations
 FD1669.and adjusted by the National Geodetic Survey in April 1999..
 FD1669
 FD1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1669
 FD1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1669
 FD1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1669
 FD1669.The ellipsoidal height was determined by GPS observations
 FD1669.and is referenced to NAD 83.
 FD1669
 FD1669.The geoid height was determined by GEOID03.
 FD1669
 FD1669;                    North         East     Units Scale Factor Converg.
 FD1669;SPC TN       -   171,323.857   565,778.143   MT  0.99994868   -0 13 18.7
 FD1669;SPC TN       -   562,085.02  1,856,223.79   sFT  0.99994868   -0 13 18.7
 FD1669;UTM  16      - 3,970,473.434   556,057.817   MT  0.99963872   +0 21 50.2
 FD1669
 FD1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1669!SPC TN       -   0.99997535  x   0.99994868  =   0.99992403
 FD1669!UTM  16      -   0.99997535  x   0.99963872  =   0.99961408
 FD1669
 FD1669                          SUPERSEDED SURVEY CONTROL
 FD1669
 FD1669  NAD 83(1995)-  35 52 36.85441(N)    086 22 44.34948(W) AD(       ) 3
 FD1669  NGVD 29 (09/17/90)  185.9    (m)          610.     (f) GPS OBS        
 FD1669
 FD1669.Superseded values are not recommended for survey control.
 FD1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1669.See file dsdata.txt to determine how the superseded data were derived.
 FD1669
 FD1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5605870473(NAD 83)
 FD1669_MARKER: F = FLANGE-ENCASED ROD
 FD1669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1669+WITH SETTING: INFORMATION.
 FD1669_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1669_MARK LOGO: NGS   
 FD1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1669+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
 FD1669
 FD1669  HISTORY     - Date     Condition        Report By
 FD1669  HISTORY     - 1987     MONUMENTED       NGS
 FD1669  HISTORY     - 19900105 GOOD
 FD1669  HISTORY     - 19930619 GOOD             WOOLPT
 FD1669
 FD1669                          STATION DESCRIPTION
 FD1669
 FD1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1669'1.15 MILES NORTH ALONG US HIGHWAY 231 FROM THE JUNCTION OF STATE
 FD1669'HIGHWAY 96 EAST, JUST NORTH OF MURFREESBORO, TO THE JUNCTION OF A
 FD1669'PAVED ROAD EAST TO THE MURFREESBORO MUNICIPAL AIRPORT, THENCE 0.25
 FD1669'MILE EAST ALONG PAVED ROAD TO THE AIRPORT OFFICE, CONTINUE 0.1 MILE
 FD1669'EASTERLY ACROSS TAXIWAY TO A WIND SOCK AND MARK, A 3-D MARK, A STAIN
 FD1669'LESS STEEL ROD DRIVEN 5.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND,
 FD1669'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INC
 FD1669'PVC PIPE WITH LOGO CAP ---STAMPED MURFPORT 1987, 1 INCH BELOW GROUND A
 FD1669'REBAR WAS PLACED IN CONCRETE, 0.05 MILE NORTHEAST OF NORTHEAST EDGE OF
 FD1669'TAXIWAY, 0.10 MILE EAST OF OFFICE, 29.5 FEET NORTHWEST OF CENTER POLE
 FD1669'OF THREE SUPPORTING WIND SOCK, 135.1 FEET SOUTHWEST OF A STEEL PIPE
 FD1669'SUPPORTING A WIND INDICATOR, AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS
 FD1669'WITNESS POST.  NOTE--  NO CONTACT NEEDED.
 FD1669
 FD1669                          STATION RECOVERY (1990)
 FD1669
 FD1669'RECOVERED 1990
 FD1669'RECOVERED IN GOOD CONDITION.
 FD1669
 FD1669                          STATION RECOVERY (1993)
 FD1669
 FD1669'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TFM)
 FD1669'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1670 ***********************************************************************
 FD1670  DESIGNATION -  MURFPORT AZ MK
 FD1670  PID         -  FD1670
 FD1670  STATE/COUNTY-  TN/RUTHERFORD
 FD1670  USGS QUAD   -  MURFREESBORO (1983)
 FD1670
 FD1670                         *CURRENT SURVEY CONTROL
 FD1670  ___________________________________________________________________
 FD1670* NAD 83(1995)-  35 52 26.14418(N)    086 22 40.69478(W)     ADJUSTED  
 FD1670* NAVD 88     -       186.3    (meters)     611.     (feet)  VERTCON   
 FD1670  ___________________________________________________________________
 FD1670  X           -     326,884.753 (meters)                     COMP
 FD1670  Y           -  -5,164,000.566 (meters)                     COMP
 FD1670  Z           -   3,716,957.954 (meters)                     COMP
 FD1670  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 FD1670  ELLIP HEIGHT-         157.52  (meters)          (04/12/99) GPS OBS
 FD1670  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD1670
 FD1670  HORZ ORDER  -  THIRD
 FD1670  ELLP ORDER  -  FOURTH    CLASS I
 FD1670
 FD1670.This mark is at Murfreesboro Airport (MBT)
 FD1670
 FD1670.The horizontal coordinates were established by GPS observations
 FD1670.and adjusted by the National Geodetic Survey in April 1999..
 FD1670
 FD1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1670
 FD1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1670
 FD1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1670
 FD1670.The ellipsoidal height was determined by GPS observations
 FD1670.and is referenced to NAD 83.
 FD1670
 FD1670.The geoid height was determined by GEOID03.
 FD1670
 FD1670;                    North         East     Units Scale Factor Converg.
 FD1670;SPC TN       -   170,993.477   565,868.440   MT  0.99994864   -0 13 16.6
 FD1670;SPC TN       -   561,001.10  1,856,520.04   sFT  0.99994864   -0 13 16.6
 FD1670;UTM  16      - 3,970,144.097   556,151.458   MT  0.99963885   +0 21 52.3
 FD1670
 FD1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1670!SPC TN       -   0.99997528  x   0.99994864  =   0.99992392
 FD1670!UTM  16      -   0.99997528  x   0.99963885  =   0.99961414
 FD1670
 FD1670                          SUPERSEDED SURVEY CONTROL
 FD1670
 FD1670  NAD 83(1995)-  35 52 26.14608(N)    086 22 40.69875(W) AD(       ) 3
 FD1670  NGVD 29 (09/17/90)  186.3    (m)          611.     (f) GPS OBS        
 FD1670
 FD1670.Superseded values are not recommended for survey control.
 FD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1670.See file dsdata.txt to determine how the superseded data were derived.
 FD1670
 FD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5615170144(NAD 83)
 FD1670_MARKER: I = METAL ROD
 FD1670_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1670_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1670+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
 FD1670
 FD1670  HISTORY     - Date     Condition        Report By
 FD1670  HISTORY     - 1987     MONUMENTED       NGS
 FD1670  HISTORY     - 19900105 GOOD
 FD1670
 FD1670                          STATION DESCRIPTION
 FD1670
 FD1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1670'1.15 MILES NORTH ALONG US HIGHWAY 231 FROM THE JUNCTION OF STATE
 FD1670'HIGHWAY 96 EAST JUST NORTH OF MURFREESBORO, TO THE JUNCTION OF A
 FD1670'PAVED ROAD EAST TO THE MURFREESBORO MUNICIPAL AIRPORT THENCE 0.25
 FD1670'MILE EAST ALONG PAVED ROAD TO THE AIRPORT OFFICE, THENCE 0.35 MILE
 FD1670'SOUTHEASTERLY ALONG TAXIWAY PASSING MURFPORT 1987, TO THE MARK ON LEFT
 FD1670'BETWEEN TAXIWAY AND RUNWAY DIRECTLY ACROSS RUNWAY FROM THE MOST
 FD1670'NORTHERLY ONE OF TWO VASI, ALSO JUST PAST THE 5TH BLUE RUNLIGHT ON
 FD1670'EAST SIDE OF TAXIWAY, NORTH OF THE TAXIWAY CROSSOVER, A 3-D MARK, A
 FD1670'STAINLESS STEEL ROD DRIVEN 1.0. FEET TO REFUSAL, 3 INCHES BELOW
 FD1670'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN
 FD1670'A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED MURFPORT AZ MK 1987, 1 INCH
 FD1670'BELOW GROUND WITH A REBAR IN CONCRETE, 25.9 FEET EAST OF EAST EDGE OF
 FD1670'TAXIWAY, 24.8 FEET WEST OF WEST EDGE OF RUNWAY, 188.0 FEET SOUTHWEST
 FD1670'OF TAXIWAY CROSSOVER, AND 1.1 FEET NORTHEAST OF A FIBERGLASS WITNESS
 FD1670'POST.
 FD1670
 FD1670                          STATION RECOVERY (1990)
 FD1670
 FD1670'RECOVERED 1990
 FD1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1421 ***********************************************************************
 FD1421  DESIGNATION -  MURFREESBORO
 FD1421  PID         -  FD1421
 FD1421  STATE/COUNTY-  TN/RUTHERFORD
 FD1421  USGS QUAD   -  MURFREESBORO (1983)
 FD1421
 FD1421                         *CURRENT SURVEY CONTROL
 FD1421  ___________________________________________________________________
 FD1421* NAD 83(1995)-  35 49 42.39139(N)    086 22 48.34872(W)     ADJUSTED  
 FD1421* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 FD1421  ___________________________________________________________________
 FD1421  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FD1421  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD1421
 FD1421  HORZ ORDER  -  SECOND
 FD1421
 FD1421.The horizontal coordinates were established by classical geodetic methods
 FD1421.and adjusted by the National Geodetic Survey in April 1999..
 FD1421
 FD1421.The orthometric height was scaled from a topographic map.
 FD1421
 FD1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1421
 FD1421.The geoid height was determined by GEOID03.
 FD1421
 FD1421;                    North         East     Units Scale Factor Converg.
 FD1421;SPC TN       -   165,947.465   565,656.850   MT  0.99994841   -0 13 21.1
 FD1421;SPC TN       -   544,445.97  1,855,825.85   sFT  0.99994841   -0 13 21.1
 FD1421;UTM  16      - 3,965,097.749   555,991.501   MT  0.99963863   +0 21 46.4
 FD1421
 FD1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1421!SPC TN       -   0.99997359  x   0.99994841  =   0.99992200
 FD1421!UTM  16      -   0.99997359  x   0.99963863  =   0.99961223
 FD1421
 FD1421:                Primary Azimuth Mark                     Grid Az
 FD1421:SPC TN       -  MURFREESBORO S MUNICIPAL TANK            002 20 50.4
 FD1421:UTM  16      -  MURFREESBORO S MUNICIPAL TANK            001 45 42.9
 FD1421
 FD1421|---------------------------------------------------------------------|
 FD1421| PID    Reference Object                     Distance      Geod. Az  |
 FD1421|                                                           dddmmss.s |
 FD1421| FD1420 MURFREESBORO S MUNICIPAL TANK       APPROX. 2.3 KM 0020729.3 |
 FD1421| FD1413 AIRWAY BEACON 19                    APPROX. 7.0 KM 1892800.8 |
 FD1421| CG6163 MURFREESBORO RM 1                    12.552 METERS 23033     |
 FD1421| CG6164 MURFREESBORO RM 2                    23.585 METERS 32551     |
 FD1421| CG6162 MURFREESBORO AZ MK                                 3284621.0 |
 FD1421|---------------------------------------------------------------------|
 FD1421
 FD1421                          SUPERSEDED SURVEY CONTROL
 FD1421
 FD1421  NAD 83(1995)-  35 49 42.39725(N)    086 22 48.35135(W) AD(       ) 2
 FD1421  NAD 83(1986)-  35 49 42.40246(N)    086 22 48.34916(W) AD(       ) 2
 FD1421  NAD 27      -  35 49 42.16500(N)    086 22 48.39000(W) AD(       ) 2
 FD1421
 FD1421.Superseded values are not recommended for survey control.
 FD1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1421.See file dsdata.txt to determine how the superseded data were derived.
 FD1421
 FD1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5599265098(NAD 83)
 FD1421_MARKER: DS = TRIANGULATION STATION DISK
 FD1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1421
 FD1421  HISTORY     - Date     Condition        Report By
 FD1421  HISTORY     - 1934     MONUMENTED       CGS
 FD1421  HISTORY     - 1937     SEE DESCRIPTION  TNHD
 FD1421  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FD1421
 FD1421                          STATION DESCRIPTION
 FD1421
 FD1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1421'ABOUT 1.45 MILES SOUTHEAST OF JAMES K POLK HOTEL IN MURFREESBORO, ON
 FD1421'RIGHT-OF-WAY OF U
 FD1421'S ROUTE 41, 21.0 FEET EAST OF CENTER LINE OF ROAD,
 FD1421'3.5 FEET SOUTHWEST OF FENCE LINE,
 FD1421'AND 90.47 FEET SOUTHEAST OF
 FD1421'TELEPHONE POLE NO 21.  SURFACE AND UNDERGROUND MARKS
 FD1421'ARE STANDARD
 FD1421'DISK STATION MARKS IN CONCRETE.  REFERENCE AND
 FD1421'AZIMUTH MARKS ARE
 FD1421'STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1421'1 IS ON RIGHT-OF-WAY OF ROUTE 41,
 FD1421'20.0 FEET SOUTHWEST OF CENTER LINE
 FD1421'OF ROAD, 1.0 FOOT EAST OF FENCE LINE, AND 41.18 FEET
 FD1421'FROM STATION
 FD1421'S 50 DEG 33 MIN W.  NO 2 ON RIGHT-OF-WAY OF ROUTE 41, IS 23.0
 FD1421'FEET NORTHEAST OF
 FD1421'CENTER LINE OF ROAD, 1.5 FEET SOUTHWEST OF FENCE
 FD1421'LINE, 13.09 FEET SOUTHWEST OF
 FD1421'TELEPHONE POLE NO 21, AND 77.38 FEET
 FD1421'FROM STATION N 34 DEG 09 MIN W.  AZIMUTH
 FD1421'MARK IS ON
 FD1421'RIGHT-OF-WAY OF ROUTE 41, 20.0 FEET SOUTHWEST OF CENTER LINE OF
 FD1421'ROAD, 2 FEET
 FD1421'NORTHEAST OF FENCE LINE, AND 0.4 MILE FROM STATION
 FD1421'N 31 DEG 13 MIN W.
 FD1421'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 FD1421'STATION-MURFREESBORO, FIRST METHODIST
 FD1421'CHURCH, STEEPLE, 0.75 MILE, N 25 DEG 34 MIN W.
 FD1421'MURFREESBORO, BLACK WATER TANK, BALL
 FD1421'ON TOP, 1.5
 FD1421'MILES, N 02 DEG 08 MIN E, TEACHERS COLLEGE CAMPUS, BRICK STACK,
 FD1421'1.0 MILE, N 22 DEG 48 MIN E.
 FD1421'AND AIRWAY BEACON NO 19 (SEE
 FD1421'DESCRIPTION THEREOF), 4.3 MILES, S 9
 FD1421'DEG 28 MIN W.
 FD1421
 FD1421                          STATION RECOVERY (1937)
 FD1421
 FD1421'RECOVERY NOTE BY TN HIGHWAY DEPT 1937
 FD1421'LETTER FROM JOHN P BROWN, RESIDENT ENGINEER, DEPARTMENT OF HIGHWAYS
 FD1421'AND PUBLIC WORKS,
 FD1421'MURFREESBORO, TENNESSEE, DATED NOVEMBER 18, 1937-
 FD1421'
 FD1421'WE SHIFTED BOTH STATION AND MARKER NW ON THE ORIGINAL LINE, SO THE
 FD1421'AZIMUTH OF THE
 FD1421'LINE REMAINS THE SAME.  THE LOCATION AND DESCRIPTION
 FD1421'OF THESE POINTS SHOULD BE GIVEN
 FD1421'AS FOLLOWS-
 FD1421'
 FD1421'ABOUT 1.45 MILES SE OF THE JAMES K POLK HOTEL IN MURFREESBORO ON
 FD1421'RIGHT-OF-WAY OF U
 FD1421'S HIGHWAY 41, 37.5 FEET NE OF CENTER LINE.
 FD1421'
 FD1421'STATION, REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 FD1421'SET IN CONCRETE.
 FD1421'
 FD1421'REFERENCE MARK NO 1 IS ON SW RIGHT-OF-WAY LINE, 77.2 FEET FROM
 FD1421'STATION
 FD1421'S 59 DEG 31 MIN W, AND REFERENCE MARK NO 2 IS
 FD1421'ON NE RIGHT-OF-WAY LINE 73.85 FEET
 FD1421'FROM STATION N 32 DEG 38 MIN W.
 FD1421'
 FD1421'AZIMUTH MARK IS 40 FEET SW OF CENTER LINE OF HIGHWAY 41, AND 0.35
 FD1421'MILE FROM STATION
 FD1421'N 31 DEG 13 MIN W.
 FD1421'
 FD1421'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION-FIRST METHODIST
 FD1421'CHURCH STEEPLE,
 FD1421'MURFREESBORO, 1.5 MILES, N 25 DEG 11 MIN W.
 FD1421'MURFREESBORO WATER TANK, BALL ON
 FD1421'TOP, 1.5 MILES, N 04 DEG 19 MIN E.
 FD1421'TEACHERS COLLEGE CAMPUS, BRICK STACK, 1.0
 FD1421'MILE, N 25 DEG 36 MIN E.
 FD1421'AIRWAY BEACON NO 19, 4.3 MILES, S 8 DEG 39 MIN W.
 FD1421
 FD1421                          STATION RECOVERY (1959)
 FD1421
 FD1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FD1421'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  A NEW
 FD1421'STREET HAS BEEN
 FD1421'CONSTRUCTED AND THE STATION MARK WAS DESTROYED DURING THE
 FD1421'CONSTRUCTION.
 FD1421'
 FD1421'THE AZIMUTH MARK IS SITUATED ALONG THE SOUTHWEST SIDE OF U S HIGHWAY
 FD1421'41 AND A SHORT
 FD1421'DISTANCE SOUTH OF THE INTERSECTION OF TREMEONT DRIVE.
 FD1421'REFERENCE MARK 1 IS SITUATED
 FD1421'ALONG THE SOUTHWEST SIDE OF U S HIGHWAY
 FD1421'41 AND A SHORT DISTANCE SOUTH OF PRIVATE DRIVE
 FD1421'LEADING INTO BRICK
 FD1421'HOUSE NO 1202.  REFERENCE MARK 2 IS SITUATED ALONG THE NORTHEAST
 FD1421'SIDE OF U S
 FD1421'HIGHWAY 41 AND DIRECTLY ACROSS HIGHWAY FROM THE BRICK HOUSE NO
 FD1421'1202.  THE MARK IS 3 FEET
 FD1421'NORTHWEST OF A KIWANIS SIGN.
 FD1421'
 FD1421'NO ATTEMPT WAS MADE TO RECOVER THE UNDERGROUND STATION MARK.  THE
 FD1421'STATION SITE IS NOW NEAR
 FD1421'THE CENTER OF NEW CONSTRUCTED STREET WHICH LEADS
 FD1421'NORTHEAST FROM THE HIGHWAY.
 FD1421'
 FD1421'ALL MARKS RECOVERED ARE STAMPED MURFREESBORO 2 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0060 ***********************************************************************
 FD0060  DESIGNATION -  MURFREESBORO 2
 FD0060  PID         -  FD0060
 FD0060  STATE/COUNTY-  TN/RUTHERFORD
 FD0060  USGS QUAD   -  MURFREESBORO (1983)
 FD0060
 FD0060                         *CURRENT SURVEY CONTROL
 FD0060  ___________________________________________________________________
 FD0060* NAD 83(1986)-  35 49 46.     (N)    086 22 52.     (W)     SCALED    
 FD0060* NAVD 88     -       195.727  (meters)     642.15   (feet)  ADJUSTED  
 FD0060  ___________________________________________________________________
 FD0060  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0060  DYNAMIC HT  -         195.555 (meters)     641.58  (feet)  COMP
 FD0060  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0060
 FD0060  VERT ORDER  -  FIRST     CLASS II
 FD0060
 FD0060.The horizontal coordinates were scaled from a topographic map and have
 FD0060.an estimated accuracy of +/- 6 seconds.
 FD0060
 FD0060.The orthometric height was determined by differential leveling
 FD0060.and adjusted by the National Geodetic Survey in June 1991..
 FD0060
 FD0060.The geoid height was determined by GEOID03.
 FD0060
 FD0060.The dynamic height is computed by dividing the NAVD 88
 FD0060.geopotential number by the normal gravity value computed on the
 FD0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0060.degrees latitude (g = 980.6199 gals.).
 FD0060
 FD0060.The modeled gravity was interpolated from observed gravity values.
 FD0060
 FD0060;                    North         East    Units  Estimated Accuracy
 FD0060;SPC TN       -   166,060.      565,570.      MT  (+/- 180 meters Scaled)
 FD0060
 FD0060                          SUPERSEDED SURVEY CONTROL
 FD0060
 FD0060  NGVD 29 (??/??/92)  195.735  (m)          642.17   (f) ADJ UNCH    1 2
 FD0060
 FD0060.Superseded values are not recommended for survey control.
 FD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0060.See file dsdata.txt to determine how the superseded data were derived.
 FD0060
 FD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558652(NAD 83)
 FD0060_MARKER: DS = TRIANGULATION STATION DISK
 FD0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0060_STAMPING: MURFREESBORO 2 1937
 FD0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0060+STABILITY: SURFACE MOTION
 FD0060
 FD0060  HISTORY     - Date     Condition        Report By
 FD0060  HISTORY     - 1937     MONUMENTED       CGS
 FD0060
 FD0060                          STATION DESCRIPTION
 FD0060
 FD0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FD0060'1.4 MI SE FROM MURFREESBORO.
 FD0060'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT
 FD0060'HOUSE AT MURFREESBORO, 308 FEET NORTHWEST OF THE CENTER OF THE
 FD0060'JUNCTION OF A DRIVE EAST TO A 2-STORY RED BRICK HOUSE, 66 FEET
 FD0060'EAST OF THE CENTER OF THE JUNCTION OF A DRIVE SOUTHWEST TO A
 FD0060'2-STORY RED BRICK HOUSE, 74 FEET SOUTHEAST OF R.M. NO. 2,
 FD0060'77 1/2 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM R.M. NO. 1,
 FD0060'4 1/2 FEET SOUTHEAST OF TELEPHONE POLE 21, 4 FEET SOUTHWEST OF
 FD0060'A FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FD0060'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FD0060'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0061 ***********************************************************************
 FD0061  DESIGNATION -  MURFREESBORO 2 RM 1
 FD0061  PID         -  FD0061
 FD0061  STATE/COUNTY-  TN/RUTHERFORD
 FD0061  USGS QUAD   -  MURFREESBORO (1983)
 FD0061
 FD0061                         *CURRENT SURVEY CONTROL
 FD0061  ___________________________________________________________________
 FD0061* NAD 83(1986)-  35 49 46.     (N)    086 22 52.     (W)     SCALED    
 FD0061* NAVD 88     -       195.833  (meters)     642.50   (feet)  ADJUSTED  
 FD0061  ___________________________________________________________________
 FD0061  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0061  DYNAMIC HT  -         195.661 (meters)     641.93  (feet)  COMP
 FD0061  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0061
 FD0061  VERT ORDER  -  FIRST     CLASS II
 FD0061
 FD0061.The horizontal coordinates were scaled from a topographic map and have
 FD0061.an estimated accuracy of +/- 6 seconds.
 FD0061
 FD0061.The orthometric height was determined by differential leveling
 FD0061.and adjusted by the National Geodetic Survey in June 1991..
 FD0061
 FD0061.The geoid height was determined by GEOID03.
 FD0061
 FD0061.The dynamic height is computed by dividing the NAVD 88
 FD0061.geopotential number by the normal gravity value computed on the
 FD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0061.degrees latitude (g = 980.6199 gals.).
 FD0061
 FD0061.The modeled gravity was interpolated from observed gravity values.
 FD0061
 FD0061;                    North         East    Units  Estimated Accuracy
 FD0061;SPC TN       -   166,060.      565,570.      MT  (+/- 180 meters Scaled)
 FD0061
 FD0061                          SUPERSEDED SURVEY CONTROL
 FD0061
 FD0061  NGVD 29 (??/??/92)  195.841  (m)          642.52   (f) ADJ UNCH    1 2
 FD0061
 FD0061.Superseded values are not recommended for survey control.
 FD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0061.See file dsdata.txt to determine how the superseded data were derived.
 FD0061
 FD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558652(NAD 83)
 FD0061_MARKER: DR = REFERENCE MARK DISK
 FD0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0061_STAMPING: MURFREESBORO 2 NO 1 1937
 FD0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0061+STABILITY: SURFACE MOTION
 FD0061
 FD0061  HISTORY     - Date     Condition        Report By
 FD0061  HISTORY     - 1937     MONUMENTED       CGS
 FD0061
 FD0061                          STATION DESCRIPTION
 FD0061
 FD0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FD0061'1.4 MI SE FROM MURFREESBORO.
 FD0061'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT
 FD0061'HOUSE AT MURFREESBORO, 154 FEET EAST OF THE EAST CORNER OF A
 FD0061'2-STORY RED BRICK HOUSE, 105 FEET SOUTH-SOUTHWEST AND ACROSS
 FD0061'THE HIGHWAY FROM R.M. NO. 2, 77 1/2 FEET SOUTHWEST AND ACROSS
 FD0061'THE HIGHWAY FROM THE STATION MARK, 40 1/2 FEET SOUTHWEST OF
 FD0061'THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTHEAST OF THE CENTER
 FD0061'LINE OF THE DRIVE TO HOUSE, 22 FEET SOUTHEAST OF A FENCE CORNER,
 FD0061'18 FEET SOUTHEAST OF POWER POLE NO. MED 2027, 1 FOOT SOUTHWEST
 FD0061'OF A FENCE LINE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 FD0061'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD0061'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0059 ***********************************************************************
 FD0059  DESIGNATION -  MURFREESBORO 2 RM 2
 FD0059  PID         -  FD0059
 FD0059  STATE/COUNTY-  TN/RUTHERFORD
 FD0059  USGS QUAD   -  MURFREESBORO (1983)
 FD0059
 FD0059                         *CURRENT SURVEY CONTROL
 FD0059  ___________________________________________________________________
 FD0059* NAD 83(1986)-  35 49 46.     (N)    086 22 52.     (W)     SCALED    
 FD0059* NAVD 88     -       195.592  (meters)     641.70   (feet)  ADJUSTED  
 FD0059  ___________________________________________________________________
 FD0059  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0059  DYNAMIC HT  -         195.420 (meters)     641.14  (feet)  COMP
 FD0059  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0059
 FD0059  VERT ORDER  -  FIRST     CLASS II
 FD0059
 FD0059.The horizontal coordinates were scaled from a topographic map and have
 FD0059.an estimated accuracy of +/- 6 seconds.
 FD0059
 FD0059.The orthometric height was determined by differential leveling
 FD0059.and adjusted by the National Geodetic Survey in June 1991..
 FD0059
 FD0059.The geoid height was determined by GEOID03.
 FD0059
 FD0059.The dynamic height is computed by dividing the NAVD 88
 FD0059.geopotential number by the normal gravity value computed on the
 FD0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0059.degrees latitude (g = 980.6199 gals.).
 FD0059
 FD0059.The modeled gravity was interpolated from observed gravity values.
 FD0059
 FD0059;                    North         East    Units  Estimated Accuracy
 FD0059;SPC TN       -   166,060.      565,570.      MT  (+/- 180 meters Scaled)
 FD0059
 FD0059                          SUPERSEDED SURVEY CONTROL
 FD0059
 FD0059  NGVD 29 (??/??/92)  195.600  (m)          641.73   (f) ADJ UNCH    1 2
 FD0059
 FD0059.Superseded values are not recommended for survey control.
 FD0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0059.See file dsdata.txt to determine how the superseded data were derived.
 FD0059
 FD0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558652(NAD 83)
 FD0059_MARKER: DR = REFERENCE MARK DISK
 FD0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0059_STAMPING: MURFREESBORO 2 NO 2 1937
 FD0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0059+STABILITY: SURFACE MOTION
 FD0059
 FD0059  HISTORY     - Date     Condition        Report By
 FD0059  HISTORY     - 1937     MONUMENTED       CGS
 FD0059  HISTORY     - 1949     GOOD             NGS
 FD0059
 FD0059                          STATION DESCRIPTION
 FD0059
 FD0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0059'1.4 MI SE FROM MURFREESBORO.
 FD0059'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT HOUSE
 FD0059'AT MURFREESBORO, 105 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY
 FD0059'FROM R.M. NO. 1, 74 FEET NORTHWEST OF THE STATION MARK, 71 FEET
 FD0059'NORTHWEST OF TELEPHONE POLE NO. 21, 41 FEET NORTH-NORTHEAST
 FD0059'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE
 FD0059'SOUTHWEST TO A 2-STORY RED BRICK HOUSE, 37 FEET NORTHEAST OF THE
 FD0059'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A FENCE LINE,
 FD0059'1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FD0059'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0059'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1415 ***********************************************************************
 FD1415  DESIGNATION -  MURFREESBORO CARNATION CO STK
 FD1415  PID         -  FD1415
 FD1415  STATE/COUNTY-  TN/RUTHERFORD
 FD1415  USGS QUAD   -  MURFREESBORO (1983)
 FD1415
 FD1415                         *CURRENT SURVEY CONTROL
 FD1415  ___________________________________________________________________
 FD1415* NAD 83(1995)-  35 50 55.96616(N)    086 24 08.01379(W)     ADJUSTED  
 FD1415* NAVD 88     -                                                        
 FD1415  ___________________________________________________________________
 FD1415  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FD1415  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1415
 FD1415  HORZ ORDER  -  THIRD
 FD1415
 FD1415.The horizontal coordinates were established by classical geodetic methods
 FD1415.and adjusted by the National Geodetic Survey in April 1999..
 FD1415
 FD1415
 FD1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1415
 FD1415.The geoid height was determined by GEOID03.
 FD1415
 FD1415;                    North         East     Units Scale Factor Converg.
 FD1415;SPC TN       -   168,222.977   563,666.727   MT  0.99994843   -0 14 07.7
 FD1415;SPC TN       -   551,911.55  1,849,296.59   sFT  0.99994843   -0 14 07.7
 FD1415;UTM  16      - 3,967,352.104   553,978.856   MT  0.99963590   +0 21 00.3
 FD1415
 FD1415                          SUPERSEDED SURVEY CONTROL
 FD1415
 FD1415  NAD 83(1995)-  35 50 55.97248(N)    086 24 08.01632(W) AD(       ) 4
 FD1415  NAD 83(1986)-  35 50 55.97766(N)    086 24 08.01409(W) AD(       ) 4
 FD1415  NAD 27      -  35 50 55.74400(N)    086 24 08.05400(W) AD(       ) 3
 FD1415
 FD1415.Superseded values are not recommended for survey control.
 FD1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1415.See file dsdata.txt to determine how the superseded data were derived.
 FD1415
 FD1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5397967352(NAD 83)
 FD1415_MARKER: 63 = STACK
 FD1415
 FD1415  HISTORY     - Date     Condition        Report By
 FD1415  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1415
 FD1415                          STATION DESCRIPTION
 FD1415
 FD1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1415'IT IS A REINFORCED CONCRETE STRUCTURE, PAINTED WHITE WITH A 20 FOOT
 FD1415'SECTION AT THE TOP PAINTED
 FD1415'BLACK.  IT IS 20 FEET IN DIAMETER AT THE BASE AND 5.5
 FD1415'FEET INSIDE DIAMETER AT THE TOP.
 FD1415'THE OVER-ALL HEIGHT IS 180 FEET.
 FD1415'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 FD1415'
 FD1415'IT IS LOCATED AT THE CARNATION PLANT, 0.2 MILE SOUTHWEST OF U S
 FD1415'HIGHWAY 70S, ON CARNATION
 FD1415'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1416 ***********************************************************************
 FD1416  DESIGNATION -  MURFREESBORO MID TENN ELEC MST
 FD1416  PID         -  FD1416
 FD1416  STATE/COUNTY-  TN/RUTHERFORD
 FD1416  USGS QUAD   -  MURFREESBORO (1983)
 FD1416
 FD1416                         *CURRENT SURVEY CONTROL
 FD1416  ___________________________________________________________________
 FD1416* NAD 83(1995)-  35 50 59.53393(N)    086 23 33.19022(W)     ADJUSTED  
 FD1416* NAVD 88     -                                                        
 FD1416  ___________________________________________________________________
 FD1416  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FD1416  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1416
 FD1416  HORZ ORDER  -  THIRD
 FD1416
 FD1416.The horizontal coordinates were established by classical geodetic methods
 FD1416.and adjusted by the National Geodetic Survey in April 1999..
 FD1416
 FD1416
 FD1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1416
 FD1416.The geoid height was determined by GEOID03.
 FD1416
 FD1416;                    North         East     Units Scale Factor Converg.
 FD1416;SPC TN       -   168,329.385   564,540.949   MT  0.99994844   -0 13 47.3
 FD1416;SPC TN       -   552,260.66  1,852,164.76   sFT  0.99994844   -0 13 47.3
 FD1416;UTM  16      - 3,967,467.406   554,851.672   MT  0.99963707   +0 21 20.8
 FD1416
 FD1416                          SUPERSEDED SURVEY CONTROL
 FD1416
 FD1416  NAD 83(1995)-  35 50 59.54029(N)    086 23 33.19276(W) AD(       ) 4
 FD1416  NAD 83(1986)-  35 50 59.54549(N)    086 23 33.19049(W) AD(       ) 4
 FD1416  NAD 27      -  35 50 59.31200(N)    086 23 33.23200(W) AD(       ) 3
 FD1416
 FD1416.Superseded values are not recommended for survey control.
 FD1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1416.See file dsdata.txt to determine how the superseded data were derived.
 FD1416
 FD1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5485267467(NAD 83)
 FD1416_MARKER: 42 = RADIO/TV MAST
 FD1416
 FD1416  HISTORY     - Date     Condition        Report By
 FD1416  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1416
 FD1416                          STATION DESCRIPTION
 FD1416
 FD1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1416'IT IS A 4-LEGGED SELF SUPPORTING STEEL STRUCTURE, PAINTED RED AND
 FD1416'WHITE ALTERNATELY,
 FD1416'WITH A RED LIGHT AT THE TOP AND CENTER.  THE OVER-ALL
 FD1416'HEIGHT IS 150 FEET.  THE RED
 FD1416'LIGHT AT THE TOP AND CENTER WAS THE
 FD1416'POINT INTERSECTED.
 FD1416'
 FD1416'IT IS LOCATED AT 415 N MAPLE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1417 ***********************************************************************
 FD1417  DESIGNATION -  MURFREESBORO N MUNICIPAL TANK
 FD1417  PID         -  FD1417
 FD1417  STATE/COUNTY-  TN/RUTHERFORD
 FD1417  USGS QUAD   -  MURFREESBORO (1983)
 FD1417
 FD1417                         *CURRENT SURVEY CONTROL
 FD1417  ___________________________________________________________________
 FD1417* NAD 83(1995)-  35 51 39.54820(N)    086 23 57.84103(W)     ADJUSTED  
 FD1417* NAVD 88     -                                                        
 FD1417  ___________________________________________________________________
 FD1417  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FD1417  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD1417
 FD1417  HORZ ORDER  -  THIRD
 FD1417
 FD1417.The horizontal coordinates were established by classical geodetic methods
 FD1417.and adjusted by the National Geodetic Survey in April 1999..
 FD1417
 FD1417
 FD1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1417
 FD1417.The geoid height was determined by GEOID03.
 FD1417
 FD1417;                    North         East     Units Scale Factor Converg.
 FD1417;SPC TN       -   169,565.102   563,927.460   MT  0.99994851   -0 14 01.8
 FD1417;SPC TN       -   556,314.84  1,850,152.01   sFT  0.99994851   -0 14 01.8
 FD1417;UTM  16      - 3,968,696.404   554,225.780   MT  0.99963623   +0 21 06.7
 FD1417
 FD1417                          SUPERSEDED SURVEY CONTROL
 FD1417
 FD1417  NAD 83(1995)-  35 51 39.55455(N)    086 23 57.84366(W) AD(       ) 4
 FD1417  NAD 83(1986)-  35 51 39.55978(N)    086 23 57.84140(W) AD(       ) 4
 FD1417  NAD 27      -  35 51 39.32700(N)    086 23 57.88300(W) AD(       ) 3
 FD1417
 FD1417.Superseded values are not recommended for survey control.
 FD1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1417.See file dsdata.txt to determine how the superseded data were derived.
 FD1417
 FD1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5422668696(NAD 83)
 FD1417_MARKER: 53 = ELEVATED TANK
 FD1417
 FD1417  HISTORY     - Date     Condition        Report By
 FD1417  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1417
 FD1417                          STATION DESCRIPTION
 FD1417
 FD1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1417'IT IS AN 8-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1417'SILVER, WITH A DOMED ROOF
 FD1417'AND HAS A 3 FOOT FINIAL AT THE TOP AND CENTER.  THE
 FD1417'OVER-ALL HEIGHT IS 156 FEET.  THE
 FD1417'FINIAL AT THE TOP AND CENTER WAS
 FD1417'THE POINT INTERSECTED.
 FD1417'
 FD1417'IT IS LOCATED ON THE EAST SIDE OF JONES BLVD, MIDWAY BETWEEN LYNN ST
 FD1417'AND CLARK BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1418 ***********************************************************************
 FD1418  DESIGNATION -  MURFREESBORO RAD STA WGNS MAST
 FD1418  PID         -  FD1418
 FD1418  STATE/COUNTY-  TN/RUTHERFORD
 FD1418  USGS QUAD   -  MURFREESBORO (1983)
 FD1418
 FD1418                         *CURRENT SURVEY CONTROL
 FD1418  ___________________________________________________________________
 FD1418* NAD 83(1995)-  35 50 23.97224(N)    086 23 25.09628(W)     ADJUSTED  
 FD1418* NAVD 88     -                                                        
 FD1418  ___________________________________________________________________
 FD1418  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FD1418  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1418
 FD1418  HORZ ORDER  -  THIRD
 FD1418
 FD1418.The horizontal coordinates were established by classical geodetic methods
 FD1418.and adjusted by the National Geodetic Survey in April 1999..
 FD1418
 FD1418
 FD1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1418
 FD1418.The geoid height was determined by GEOID03.
 FD1418
 FD1418;                    North         East     Units Scale Factor Converg.
 FD1418;SPC TN       -   167,232.586   564,739.666   MT  0.99994841   -0 13 42.6
 FD1418;SPC TN       -   548,662.24  1,852,816.72   sFT  0.99994841   -0 13 42.6
 FD1418;UTM  16      - 3,966,373.035   555,061.522   MT  0.99963736   +0 21 25.2
 FD1418
 FD1418                          SUPERSEDED SURVEY CONTROL
 FD1418
 FD1418  NAD 83(1995)-  35 50 23.97857(N)    086 23 25.09868(W) AD(       ) 4
 FD1418  NAD 83(1986)-  35 50 23.98376(N)    086 23 25.09644(W) AD(       ) 4
 FD1418  NAD 27      -  35 50 23.75000(N)    086 23 25.13800(W) AD(       ) 3
 FD1418
 FD1418.Superseded values are not recommended for survey control.
 FD1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1418.See file dsdata.txt to determine how the superseded data were derived.
 FD1418
 FD1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5506266373(NAD 83)
 FD1418_MARKER: 42 = RADIO/TV MAST
 FD1418
 FD1418  HISTORY     - Date     Condition        Report By
 FD1418  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1418
 FD1418                          STATION DESCRIPTION
 FD1418
 FD1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1418'IT IS A 4-LEGGED, SELF-SUPPORTING STEEL STRUCTURE, PAINTED
 FD1418'ALTERNATELY RED AND WHITE,
 FD1418'WITH A RED LIGHT AT THE TOP.  THE OVER-ALL HEIGHT IS 328 FEET.
 FD1418'THE RED LIGHT AT THE TOP
 FD1418'WAS THE POINT INTERSECTED.
 FD1418'
 FD1418'IT IS LOCATED ABOUT 600 FEET SOUTHEAST OF THE INTERSECTION OF BROAD
 FD1418'STREET AND CHRUCH STREET,
 FD1418'AND IS THE MOST EASTERLY AND TALLEST MAST IN THE
 FD1418'SOUTHWEST SECTION OF
 FD1418'MURFREESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1419 ***********************************************************************
 FD1419  DESIGNATION -  MURFREESBORO RAD STA WMTS MAST
 FD1419  PID         -  FD1419
 FD1419  STATE/COUNTY-  TN/RUTHERFORD
 FD1419  USGS QUAD   -  MURFREESBORO (1983)
 FD1419
 FD1419                         *CURRENT SURVEY CONTROL
 FD1419  ___________________________________________________________________
 FD1419* NAD 83(1995)-  35 50 13.30410(N)    086 24 59.98416(W)     ADJUSTED  
 FD1419* NAVD 88     -                                                        
 FD1419  ___________________________________________________________________
 FD1419  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FD1419  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD1419
 FD1419  HORZ ORDER  -  THIRD
 FD1419
 FD1419.The horizontal coordinates were established by classical geodetic methods
 FD1419.and adjusted by the National Geodetic Survey in April 1999..
 FD1419
 FD1419
 FD1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1419
 FD1419.The geoid height was determined by GEOID03.
 FD1419
 FD1419;                    North         East     Units Scale Factor Converg.
 FD1419;SPC TN       -   166,913.619   562,357.107   MT  0.99994840   -0 14 38.2
 FD1419;SPC TN       -   547,615.77  1,844,999.94   sFT  0.99994840   -0 14 38.2
 FD1419;UTM  16      - 3,966,029.846   552,683.091   MT  0.99963420   +0 20 29.5
 FD1419
 FD1419                          SUPERSEDED SURVEY CONTROL
 FD1419
 FD1419  NAD 83(1995)-  35 50 13.31036(N)    086 24 59.98666(W) AD(       ) 4
 FD1419  NAD 83(1986)-  35 50 13.31550(N)    086 24 59.98444(W) AD(       ) 4
 FD1419  NAD 27      -  35 50 13.08100(N)    086 25 00.02300(W) AD(       ) 3
 FD1419
 FD1419.Superseded values are not recommended for survey control.
 FD1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1419.See file dsdata.txt to determine how the superseded data were derived.
 FD1419
 FD1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5268366030(NAD 83)
 FD1419_MARKER: 42 = RADIO/TV MAST
 FD1419
 FD1419  HISTORY     - Date     Condition        Report By
 FD1419  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1419
 FD1419                          STATION DESCRIPTION
 FD1419
 FD1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1419'IT IS A STEEL TRUSSED STRUCTURE BY NUMEROUS GUY CABLES, IS PAINTED
 FD1419'ALTERNATELY RED
 FD1419'AND WHITE, AND HAS A RED LIGHT AT THE TOP.  THE
 FD1419'OVER-ALL HEIGHT IS 251 FEET.  THE
 FD1419'RED LIGHT AT THE TOP WAS THE POINT
 FD1419'INTERSECTED.
 FD1419'
 FD1419'IT IS LOCATED 0.45 MILE SOUTH OF THE INTERSECTION OF FRANKLIN ROAD
 FD1419'AND MALLORY LANE, AND IS
 FD1419'THE MOST WESTERLY MAST IN TE SOUTHWEST SECTION OF
 FD1419'MURFREESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1420 ***********************************************************************
 FD1420  DESIGNATION -  MURFREESBORO S MUNICIPAL TANK
 FD1420  PID         -  FD1420
 FD1420  STATE/COUNTY-  TN/RUTHERFORD
 FD1420  USGS QUAD   -  MURFREESBORO (1983)
 FD1420
 FD1420                         *CURRENT SURVEY CONTROL
 FD1420  ___________________________________________________________________
 FD1420* NAD 83(1995)-  35 50 58.16413(N)    086 22 44.89564(W)     ADJUSTED  
 FD1420* NAVD 88     -                                                        
 FD1420  ___________________________________________________________________
 FD1420  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FD1420  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD1420
 FD1420  HORZ ORDER  -  THIRD
 FD1420
 FD1420.The horizontal coordinates were established by classical geodetic methods
 FD1420.and adjusted by the National Geodetic Survey in April 1999..
 FD1420
 FD1420
 FD1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1420
 FD1420.The geoid height was determined by GEOID03.
 FD1420
 FD1420;                    North         East     Units Scale Factor Converg.
 FD1420;SPC TN       -   168,282.391   565,752.563   MT  0.99994844   -0 13 19.1
 FD1420;SPC TN       -   552,106.48  1,856,139.87   sFT  0.99994844   -0 13 19.1
 FD1420;UTM  16      - 3,967,432.808   556,063.326   MT  0.99963873   +0 21 49.0
 FD1420
 FD1420                          SUPERSEDED SURVEY CONTROL
 FD1420
 FD1420  NAD 83(1995)-  35 50 58.17048(N)    086 22 44.89825(W) AD(       ) 4
 FD1420  NAD 83(1986)-  35 50 58.17570(N)    086 22 44.89599(W) AD(       ) 4
 FD1420  NAD 27      -  35 50 57.94200(N)    086 22 44.93700(W) AD(       ) 3
 FD1420
 FD1420.Superseded values are not recommended for survey control.
 FD1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1420.See file dsdata.txt to determine how the superseded data were derived.
 FD1420
 FD1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5606367433(NAD 83)
 FD1420_MARKER: 53 = ELEVATED TANK
 FD1420
 FD1420  HISTORY     - Date     Condition        Report By
 FD1420  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1420  HISTORY     - 1960     GOOD             CGS
 FD1420
 FD1420                          STATION DESCRIPTION
 FD1420
 FD1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1420'IT IS AN 8-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1420'SILVER, WITH A CONICAL
 FD1420'ROOF AND HAS A BALL AT THE APEX.  THE OVER-ALL HEIGHT
 FD1420'IS 160 FEET.  THE BALL AT THE
 FD1420'APEX WAS THE POINT INTERSECTED.
 FD1420'
 FD1420'IT IS AT THE INTERSECTION OF CROSSWAY AVE AND EWING BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2519 ***********************************************************************
 GC2519  DESIGNATION -  MURPHY
 GC2519  PID         -  GC2519
 GC2519  STATE/COUNTY-  TN/ROBERTSON
 GC2519  USGS QUAD   -  PLEASANT VIEW (1983)
 GC2519
 GC2519                         *CURRENT SURVEY CONTROL
 GC2519  ___________________________________________________________________
 GC2519* NAD 83(1995)-  36 24 35.47360(N)    087 00 49.06623(W)     ADJUSTED  
 GC2519* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 GC2519  ___________________________________________________________________
 GC2519  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GC2519  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2519
 GC2519  HORZ ORDER  -  SECOND
 GC2519
 GC2519.The horizontal coordinates were established by classical geodetic methods
 GC2519.and adjusted by the National Geodetic Survey in April 1999..
 GC2519
 GC2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2519
 GC2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2519
 GC2519.The geoid height was determined by GEOID03.
 GC2519
 GC2519;                    North         East     Units Scale Factor Converg.
 GC2519;SPC TN       -   230,863.485   509,084.398   MT  0.99999880   -0 35 36.3
 GC2519;SPC TN       -   757,424.62  1,670,221.06   sFT  0.99999880   -0 35 36.3
 GC2519;UTM  16      - 4,029,408.873   498,777.992   MT  0.99960002   -0 00 29.1
 GC2519
 GC2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2519!SPC TN       -   0.99996708  x   0.99999880  =   0.99996588
 GC2519!UTM  16      -   0.99996708  x   0.99960002  =   0.99956711
 GC2519
 GC2519:                Primary Azimuth Mark                     Grid Az
 GC2519:SPC TN       -  MURPHY AZ MK                             052 29 13.2
 GC2519:UTM  16      -  MURPHY AZ MK                             051 54 06.0
 GC2519
 GC2519|---------------------------------------------------------------------|
 GC2519| PID    Reference Object                     Distance      Geod. Az  |
 GC2519|                                                           dddmmss.s |
 GC2519| CG6165 MURPHY AZ MK                                       0515336.9 |
 GC2519| CG6166 MURPHY RM 1                          28.446 METERS 07141     |
 GC2519| CG6167 MURPHY RM 2                          23.487 METERS 30126     |
 GC2519|---------------------------------------------------------------------|
 GC2519
 GC2519                          SUPERSEDED SURVEY CONTROL
 GC2519
 GC2519  NAD 83(1995)-  36 24 35.47485(N)    087 00 49.06827(W) AD(       ) 2
 GC2519  NAD 83(1995)-  36 24 35.47758(N)    087 00 49.06980(W) AD(       ) 2
 GC2519  NAD 83(1986)-  36 24 35.48334(N)    087 00 49.06983(W) AD(       ) 2
 GC2519  NAD 27      -  36 24 35.30500(N)    087 00 49.06620(W) AD(       ) 2
 GC2519  NGVD 29 (07/19/86)  239.3    (m)          785.     (f) VERT ANG       
 GC2519
 GC2519.Superseded values are not recommended for survey control.
 GC2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2519.See file dsdata.txt to determine how the superseded data were derived.
 GC2519
 GC2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9877829409(NAD 83)
 GC2519_MARKER: DS = TRIANGULATION STATION DISK
 GC2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2519
 GC2519  HISTORY     - Date     Condition        Report By
 GC2519  HISTORY     - 1953     MONUMENTED       CGS
 GC2519  HISTORY     - 1965     GOOD             TNHD
 GC2519
 GC2519                          STATION DESCRIPTION
 GC2519
 GC2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2519'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SPRINGFIELD AND 1 MILE
 GC2519'NORTHEAST OF PLEASANT VIEW ON PROPERTY OWNED BY MR. LON MURPHY.
 GC2519'IT IS 66 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 49, 13 FEET
 GC2519'WEST OF A FENCE CORNER AND 13 FEET NORTH OF A WHITE WITNESS POST.
 GC2519'THE MARK IS FLUSH AND THE DISK IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE CENTER OF THE
 GC2519'HIGHWAY AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS FLUSH AND
 GC2519'THE DISK IS STAMPED MURPHY NO 1 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 2 IS 5 FEET NORTHEAST OF A 14 INCH OAK TREE AND 1
 GC2519'FOOT NORTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GC2519'STAMPED MURPHY NO 2 1953.
 GC2519'
 GC2519'AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 49,
 GC2519'19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET SOUTHWEST OF
 GC2519'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GC2519'IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2519'HIGHWAY 49 IN THE VILLAGE OF PLEASANT VIEW, GO NORTHEAST ON
 GC2519'HIGHWAY 49 FOR 1.1 MILE TO THE STATION ON THE LEFT.  CONTINUE
 GC2519'NORTHEAST ON HIGHWAY FOR 1.0 MILE TO A CROSSROAD AND THE
 GC2519'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2519'
 GC2519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2519
 GC2519                          STATION RECOVERY (1965)
 GC2519
 GC2519'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (TAG)
 GC2519'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GC2519'DESCRIBED.  DUE TO MINOR CHANGES, A NEW DESCRIPTION FOLLOWS-
 GC2519'
 GC2519'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SPRINGFIELD AND
 GC2519'ABOUT 1 MILE NORTHEAST OF PLEASANT VIEW.
 GC2519'
 GC2519'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 41A AND
 GC2519'STATE ROUTE 49 AT PLEASANT VIEW, GO 1.1 MILES NORTHEASTERLY ON
 GC2519'STATE ROUTE 49 TO A TRACK ROAD AND THE STATION ON THE LEFT.
 GC2519'
 GC2519'THE STATION IS 66 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GC2519'ROUTE 49, 14 FEET WEST OF A TWIN-TRUNKED OAK TREE, 13 FEET
 GC2519'NORTHWEST OF A FENCE CORNER, 12 FEET NORTHEAST OF THE APPROXIMATE
 GC2519'CENTER OF THE TRACK ROAD, AND 11 FEET NORTHWEST OF A WHITE,
 GC2519'WOODEN, WITNESS POST.  THE SURFACE MARK IS A STANDARD U.S.C. AND G.S.
 GC2519'TRIANGULATION STATION DISK DISK SET IN THE TOP OF A 10-INCH,
 GC2519'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2519'OF STATE ROUTE 49 AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK
 GC2519'IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2519'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2519'MURPHY NO 1 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 2 IS 18 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 16
 GC2519'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 1
 GC2519'FOOT NORTHEAST OF A FENCE.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC2519'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2519'CONCRETE MONUMENT AND THE DISK IS STAMPED MURPHY NO 2 1953.
 GC2519'
 GC2519'THE AZIMUTH MARK IS 23 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2519'STATE ROUTE 49, 19 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GC2519'GRAVELED ROAD AND 1.7 FEET WEST OF A METAL WITNESS POST AND SIGN.
 GC2519'THE MARK IS A STANDARD U.S.C. AND G.S.  AZIMUTH MARK DISK SET IN
 GC2519'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GC2519'2 INCHES AND THE DISK IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GC2519'STATE ROUTE 49 FOR 1.0 MILE TO A GRAVELED CROSSROAD AND THE
 GC2519'MARK ON THE RIGHT.
 GC2519'
 GC2519'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2519'
 GC2519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3552 ***********************************************************************
 GA3552  DESIGNATION -  MYNATT
 GA3552  PID         -  GA3552
 GA3552  STATE/COUNTY-  TN/KNOX
 GA3552  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3552
 GA3552                         *CURRENT SURVEY CONTROL
 GA3552  ___________________________________________________________________
 GA3552* NAD 83(1995)-  36 07 11.39290(N)    083 55 25.23080(W)     ADJUSTED  
 GA3552* NAVD 88     -       468.8    (meters)    1538.     (feet)  VERTCON   
 GA3552  ___________________________________________________________________
 GA3552  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GA3552  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3552
 GA3552  HORZ ORDER  -  SECOND
 GA3552
 GA3552.The horizontal coordinates were established by classical geodetic methods
 GA3552.and adjusted by the National Geodetic Survey in April 1999..
 GA3552
 GA3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3552
 GA3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3552
 GA3552.The geoid height was determined by GEOID03.
 GA3552
 GA3552;                    North         East     Units Scale Factor Converg.
 GA3552;SPC TN       -   200,194.078   786,904.119   MT  0.99996080   +1 12 56.0
 GA3552;SPC TN       -   656,803.40  2,581,701.26   sFT  0.99996080   +1 12 56.0
 GA3552;UTM  17      - 4,001,199.209   236,860.196   MT  1.00045326   -1 43 27.9
 GA3552;UTM  16      - 4,001,623.773   776,882.693   MT  1.00054473   +1 48 52.5
 GA3552
 GA3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3552!SPC TN       -   0.99993125  x   0.99996080  =   0.99989206
 GA3552!UTM  17      -   0.99993125  x   1.00045326  =   1.00038448
 GA3552!UTM  16      -   0.99993125  x   1.00054473  =   1.00047594
 GA3552
 GA3552|---------------------------------------------------------------------|
 GA3552| PID    Reference Object                     Distance      Geod. Az  |
 GA3552|                                                           dddmmss.s |
 GA3552| DB9809 MYNATT RM 1                          23.446 METERS 01504     |
 GA3552| GA2569 MYNATT AZ MK                        APPROX. 1.5 KM 0324859.9 |
 GA3552| DB9810 MYNATT RM 2                          21.320 METERS 25401     |
 GA3552|---------------------------------------------------------------------|
 GA3552
 GA3552                          SUPERSEDED SURVEY CONTROL
 GA3552
 GA3552  NAD 83(1995)-  36 07 11.39894(N)    083 55 25.23031(W) AD(       ) 2
 GA3552  NAD 83(1995)-  36 07 11.39993(N)    083 55 25.22989(W) AD(       ) 2
 GA3552  NAD 83(1995)-  36 07 11.40021(N)    083 55 25.23062(W) AD(       ) 2
 GA3552  NAD 83(1986)-  36 07 11.40522(N)    083 55 25.22847(W) AD(       ) 2
 GA3552  NAD 27      -  36 07 11.11489(N)    083 55 25.55453(W) AD(       ) 2
 GA3552  NGVD 29 (07/19/86)  468.9    (m)         1538.     (f) VERT ANG       
 GA3552
 GA3552.Superseded values are not recommended for survey control.
 GA3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3552.See file dsdata.txt to determine how the superseded data were derived.
 GA3552
 GA3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3686001199(NAD 83)
 GA3552_MARKER: DD = SURVEY DISK
 GA3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3552
 GA3552  HISTORY     - Date     Condition        Report By
 GA3552  HISTORY     - 1964     MONUMENTED       TNHD
 GA3552
 GA3552                          STATION DESCRIPTION
 GA3552
 GA3552'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3552'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF DOWNTOWN KNOXVILLE ON
 GA3552'THE PROPERTY OF W.H.
 GA3552'MYNATT.
 GA3552'
 GA3552'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA3552'AT HALLS CROSSROADS, GO
 GA3552'3.0 MILES NORTH ON ST.  RT.  33 TO FOUST HOLLOW RD.
 GA3552'ON THE LEFT*, TURN LEFT AND GO
 GA3552'0.4 MILE NORTH ON THE PAVED ROAD TO
 GA3552'FR.  SUMPTER RD.  AND A CREEK FORD ON THE LEFT,
 GA3552'TURN LEFT AND GO 0.6
 GA3552'MILE WEST ON THE PAVED ROAD TO A WOOD GATE ON THE LEFT, TURN LEFT,
 GA3552'PASSING THROUGH
 GA3552'THE GATE, AND GO 0.1 MILE SOUTH ON THE TRACK ROAD
 GA3552'THROUGH THE WOODS TO A FORK, TAKE
 GA3552'THE LEFT FORK AND GO 0.45 MILE
 GA3552'SOUTH TO A GAP AND A CLEARED FIELD, TURN RIGHT AND
 GA3552'GO 0.1 MILE NORTH
 GA3552'TO THE STATION AT THE WEST EDGE OF THE FIELD.
 GA3552'
 GA3552'THE STATION IS 20 FEET NORTHEAST OF A 4-INCH PINE TREE AND 3.2 FEET
 GA3552'EAST OF A WITNESS POST.
 GA3552'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3552'TENNESSEE HIGHWAY DEPARTMENT
 GA3552'DISKS AND THE DISKS ARE STAMPED MYNATT
 GA3552'1964.  THE SURFACE DISK IS SET IN A 10-INCH
 GA3552'SQUARE, FLUSH, CONCRETE
 GA3552'MONUMENT.
 GA3552'
 GA3552'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE FIELD AND IT IS 34
 GA3552'FEET EAST OF A 4-INCH PINE
 GA3552'TREE AND 24 FEET SOUTHWEST OF A FENCE.  IT IS A
 GA3552'STANDARD TENNESSEE HIGHWAY
 GA3552'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3552'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3552'STAMPED MYNATT RM-1 1964.
 GA3552'
 GA3552'REFERENCE MARK NO. 2 IS 15 FEET EAST OF A 4-INCH PINE TREE AND 9 FEET
 GA3552'SOUTH OF A 4-INCH PINE
 GA3552'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3552'DISK AND THE DISK IS STAMPED
 GA3552'MYNATT RM-2 1964.
 GA3552'
 GA3552'THE AZIMUTH MARK IS 19 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 GA3552'ROAD, 8 FEET WEST OF THE
 GA3552'EDGE OF THE BANK OF A HIGHWAY CUT AND 2.7 FEET WEST
 GA3552'OF A WITNESS POST.  IT IS A
 GA3552'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3552'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3552'MONUMENT AND THE DISK
 GA3552'IS STAMPED MYNATT AZI 1964.
 GA3552'
 GA3552'TO REACH THE AZIMUTH MARK*, CONTINUE STRAIGHT AHEAD ON ST. RT. 33 FOR
 GA3552'0.4 MILE NORTH TO A PAVED
 GA3552'DRIVE ON THE LEFT, TURN LEFT AND GO 0.2 MILE NORTH
 GA3552'TO THE MARK ON THE RIGHT AS
 GA3552'DESCRIBED.
 GA3552'
 GA3552'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3552'
 GA3552'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA3552'
 GA3552'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2569 ***********************************************************************
 GA2569  DESIGNATION -  MYNATT AZ MK
 GA2569  PID         -  GA2569
 GA2569  STATE/COUNTY-  TN/KNOX
 GA2569  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2569
 GA2569                         *CURRENT SURVEY CONTROL
 GA2569  ___________________________________________________________________
 GA2569* NAD 83(1995)-  36 07 53.24843(N)    083 54 51.95727(W)     ADJUSTED  
 GA2569* NAVD 88     -       386.984  (meters)    1269.63   (feet)  ADJUSTED  
 GA2569  ___________________________________________________________________
 GA2569  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GA2569  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2569  DYNAMIC HT  -         386.627 (meters)    1268.46  (feet)  COMP
 GA2569  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA2569
 GA2569  HORZ ORDER  -  SECOND
 GA2569  VERT ORDER  -  SECOND    CLASS 0
 GA2569
 GA2569.The horizontal coordinates were established by classical geodetic methods
 GA2569.and adjusted by the National Geodetic Survey in April 1999..
 GA2569
 GA2569.The orthometric height was determined by differential leveling
 GA2569.and adjusted by the National Geodetic Survey in June 1991..
 GA2569
 GA2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2569
 GA2569.The geoid height was determined by GEOID03.
 GA2569
 GA2569.The dynamic height is computed by dividing the NAVD 88
 GA2569.geopotential number by the normal gravity value computed on the
 GA2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2569.degrees latitude (g = 980.6199 gals.).
 GA2569
 GA2569.The modeled gravity was interpolated from observed gravity values.
 GA2569
 GA2569;                    North         East     Units Scale Factor Converg.
 GA2569;SPC TN       -   201,501.521   787,708.498   MT  0.99996183   +1 13 15.5
 GA2569;SPC TN       -   661,092.91  2,584,340.30   sFT  0.99996183   +1 13 15.5
 GA2569;UTM  17      - 4,002,464.290   237,731.005   MT  1.00044762   -1 43 10.0
 GA2569
 GA2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2569!SPC TN       -   0.99994409  x   0.99996183  =   0.99990592
 GA2569!UTM  17      -   0.99994409  x   1.00044762  =   1.00039168
 GA2569
 GA2569                          SUPERSEDED SURVEY CONTROL
 GA2569
 GA2569  NAD 83(1995)-  36 07 53.25454(N)    083 54 51.95693(W) AD(       ) 2
 GA2569  NAD 83(1995)-  36 07 53.25551(N)    083 54 51.95646(W) AD(       ) 2
 GA2569  NAD 83(1995)-  36 07 53.25596(N)    083 54 51.95716(W) AD(       ) 2
 GA2569  NAD 83(1986)-  36 07 53.26091(N)    083 54 51.95503(W) AD(       ) 2
 GA2569  NAD 27      -  36 07 52.97100(N)    083 54 52.28103(W) AD(       ) 2
 GA2569  NGVD 29 (??/??/??)  387.14   (m)         1270.1    (f) RESET       3  
 GA2569
 GA2569.Superseded values are not recommended for survey control.
 GA2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2569.See file dsdata.txt to determine how the superseded data were derived.
 GA2569
 GA2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3773102464(NAD 83)
 GA2569_MARKER: DD = SURVEY DISK
 GA2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2569_STAMPING: MYNATT AZI 1964
 GA2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2569+STABILITY: SURFACE MOTION
 GA2569
 GA2569  HISTORY     - Date     Condition        Report By
 GA2569  HISTORY     - 1964     MONUMENTED       TNHD
 GA2569  HISTORY     - 1964     GOOD             TNHD
 GA2569  HISTORY     - 1980     GOOD             NGS
 GA2569
 GA2569                          STATION DESCRIPTION
 GA2569
 GA2569'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2569'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA2569'AT HALLS CROSSROADS, GO
 GA2569'3.0 MILES NORTH ON ST.  RT.  33 TO FOUST HOLLOW RD.
 GA2569'ON THE LEFT.
 GA2569'CONTINUE STRAIGHT AHEAD ON ST. RT. 33 FOR
 GA2569'0.4 MILE NORTH TO A PAVED
 GA2569'DRIVE ON THE LEFT, TURN LEFT AND GO 0.2 MILE NORTH
 GA2569'TO THE MARK ON THE RIGHT AS
 GA2569'DESCRIBED.
 GA2569'
 GA2569'THE AZIMUTH MARK IS 19 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 GA2569'ROAD, 8 FEET WEST OF THE
 GA2569'EDGE OF THE BANK OF A HIGHWAY CUT AND 2.7 FEET WEST
 GA2569'OF A WITNESS POST.  IT IS A
 GA2569'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2569'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2569'MONUMENT AND THE DISK
 GA2569'IS STAMPED MYNATT AZI 1964.
 GA2569
 GA2569                          STATION RECOVERY (1964)
 GA2569
 GA2569'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2569'15 MI N FROM KNOXVILLE.
 GA2569'FROM THE JUNCTION OF STATE ROUTE 33 AND STATE ROUTE 131 NEAR HALLS
 GA2569'CROSSROADS, GO 3.0 MILES NORTH ON STATE ROUTE 33 TO FOUST HOLLOW
 GA2569'ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 33 FOR
 GA2569'0.4 MILE NORTH TO A PAVED DRIVE ON THE LEFT, TURN LEFT AND GO 0.2
 GA2569'MILE NORTH ON THE PAVED DRIVE TO THE AZIMUTH MARK ON THE RIGHT.
 GA2569'THE AZIMUTH MARK IS 19 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2569'PAVED DRIVE, 8 FEET WEST OF THE EDGE OF THE BANK OF A HIGHWAY CUT
 GA2569'AND 2.7 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS
 GA2569'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2569'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2569
 GA2569                          STATION RECOVERY (1980)
 GA2569
 GA2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1510 ***********************************************************************
 GD1510  DESIGNATION -  MYRTLE
 GD1510  PID         -  GD1510
 GD1510  STATE/COUNTY-  TN/GIBSON
 GD1510  USGS QUAD   -  DYER (1985)
 GD1510
 GD1510                         *CURRENT SURVEY CONTROL
 GD1510  ___________________________________________________________________
 GD1510* NAD 83(1995)-  36 02 26.62083(N)    088 57 33.16891(W)     ADJUSTED  
 GD1510* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 GD1510  ___________________________________________________________________
 GD1510  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GD1510  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1510
 GD1510  HORZ ORDER  -  SECOND
 GD1510
 GD1510.The horizontal coordinates were established by classical geodetic methods
 GD1510.and adjusted by the National Geodetic Survey in April 1999..
 GD1510
 GD1510.The orthometric height was scaled from a topographic map.
 GD1510
 GD1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1510
 GD1510.The geoid height was determined by GEOID03.
 GD1510
 GD1510;                    North         East     Units Scale Factor Converg.
 GD1510;SPC TN       -   193,465.620   333,376.313   MT  0.99995488   -1 43 56.8
 GD1510;SPC TN       -   634,728.45  1,093,752.12   sFT  0.99995488   -1 43 56.8
 GD1510;UTM  16      - 3,990,241.679   323,500.900   MT  0.99998386   -1 09 10.9
 GD1510
 GD1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1510!SPC TN       -   0.99998214  x   0.99995488  =   0.99993702
 GD1510!UTM  16      -   0.99998214  x   0.99998386  =   0.99996600
 GD1510
 GD1510|---------------------------------------------------------------------|
 GD1510| PID    Reference Object                     Distance      Geod. Az  |
 GD1510|                                                           dddmmss.s |
 GD1510| CG4638 MYRTLE RM 1                          25.355 METERS 02204     |
 GD1510| FE2401 TRENTON COUNTY CTHSE TOWER          APPROX. 6.8 KM 1663205.0 |
 GD1510| FE2400 TRENTON BROWN SHOE TANK             APPROX. 8.2 KM 1732621.4 |
 GD1510| CG4639 MYRTLE RM 2                          25.036 METERS 22828     |
 GD1510| CG4637 MYRTLE AZ MK                                       3453945.2 |
 GD1510|---------------------------------------------------------------------|
 GD1510
 GD1510                          SUPERSEDED SURVEY CONTROL
 GD1510
 GD1510  NAD 83(1995)-  36 02 26.62403(N)    088 57 33.17175(W) AD(       ) 2
 GD1510  NAD 83(1995)-  36 02 26.62423(N)    088 57 33.17179(W) AD(       ) 2
 GD1510  NAD 83(1986)-  36 02 26.63240(N)    088 57 33.16874(W) AD(       ) 2
 GD1510  NAD 27      -  36 02 26.38760(N)    088 57 32.92970(W) AD(       ) 2
 GD1510
 GD1510.Superseded values are not recommended for survey control.
 GD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1510.See file dsdata.txt to determine how the superseded data were derived.
 GD1510
 GD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2350190242(NAD 83)
 GD1510_MARKER: DS = TRIANGULATION STATION DISK
 GD1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1510
 GD1510  HISTORY     - Date     Condition        Report By
 GD1510  HISTORY     - 1958     MONUMENTED       CGS
 GD1510  HISTORY     - 1959     GOOD             CGS
 GD1510  HISTORY     - 1967     GOOD             CGS
 GD1510
 GD1510                          STATION DESCRIPTION
 GD1510
 GD1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1510'THE STATION IS ABOUT 4-1/2 MILES NORTH OF TRENTON, ABOUT 3 MILES
 GD1510'SOUTHEAST OF DYER AND ON PROPERTY OWNED BY MR. JOHN B. OWENS.  IT IS
 GD1510'90.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. OWENS FRAME
 GD1510'HOUSE, 31 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 21 FEET
 GD1510'SOUTH OF A WHITE WITNESS POST AND 16 FEET SOUTHEAST OF A FENCE.  THE
 GD1510'MONUMENT IS FLUSH AND THE DISK IS STAMPED MYRTLE 1958.
 GD1510'
 GD1510'TO REACH THE STATION FROM THE COURTHOUSE IN TRENTON, GO NORTH AND
 GD1510'NORTHWEST ON U.S. HIGHWAY 45W FOR 3.9 MILES TO A SIDE ROAD RIGHT.
 GD1510'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO A
 GD1510'CHURCH CRIERS CHAPEL ON THE LEFT AND A SIDE ROAD LEFT.  TURN LEFT
 GD1510'AND GO NORTH ON THE GRAVELED ROAD FOR 0.7 MILE TO A HOUSE ON THE
 GD1510'RIGHT AND THE STATION AS DESCRIBED.
 GD1510'
 GD1510'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 GD1510'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1510'
 GD1510'REFERENCE MARK 1 IS 62 FEET NORTHEAST OF THE WHITE WITNESS POST, 25
 GD1510'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT WEST OF
 GD1510'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MYRTLE NO 1
 GD1510'1958.
 GD1510'
 GD1510'REFERENCE MARK 2 IS 19 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 1 FOOT
 GD1510'SOUTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1510'MYRTLE NO 2 1958.
 GD1510'
 GD1510'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1510'FRAME HOUSE, 59 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 30
 GD1510'FEET WEST OF THE NORTHWEST CORNER OF A BARN, 3 FEET WEST OF A WHITE
 GD1510'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH
 GD1510'AND THE DISK IS STAMPED MYRTLE 1958.
 GD1510
 GD1510                          STATION RECOVERY (1959)
 GD1510
 GD1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1510'THE STATION WAS RECOVERED AS DESCRIBED AND THE ONLY DIFFERENCE NOTED
 GD1510'WAS IN THE DISTANCE TO REFERENCE MARK 1, THE DISTANCE BEING 0.05
 GD1510'FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DIRECTIONS TO ALL MARKS
 GD1510'CHECKED.
 GD1510
 GD1510                          STATION RECOVERY (1967)
 GD1510
 GD1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1510'THIS STATION RECOVERED AS DESCRIBED
 GD1510'WITH THE
 GD1510'FOLLOWING ADDED NOTATIONS.
 GD1510'
 GD1510'THE STATION IS NOW 0.7 OF A FOOT NORTH OF A METAL WITNESS POST AND
 GD1510'SIGN.
 GD1510'
 GD1510'THE AZIMUTH MARK IS NOW 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GD1510'AND SIGN.
 GD1510'
 GD1510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1510'NORTHEAST OF DYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0468 ***********************************************************************
 FE0468  DESIGNATION -  N
 FE0468  PID         -  FE0468
 FE0468  STATE/COUNTY-  TN/HARDEMAN
 FE0468  USGS QUAD   -  POCAHONTAS (1950)
 FE0468
 FE0468                         *CURRENT SURVEY CONTROL
 FE0468  ___________________________________________________________________
 FE0468* NAD 83(1986)-  35 03 12.     (N)    088 48 17.     (W)     SCALED    
 FE0468* NAVD 88     -       122.167  (meters)     400.81   (feet)  ADJUSTED  
 FE0468  ___________________________________________________________________
 FE0468  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0468  DYNAMIC HT  -         122.051 (meters)     400.43  (feet)  COMP
 FE0468  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FE0468
 FE0468  VERT ORDER  -  FIRST     CLASS II
 FE0468
 FE0468.The horizontal coordinates were scaled from a topographic map and have
 FE0468.an estimated accuracy of +/- 6 seconds.
 FE0468
 FE0468.The orthometric height was determined by differential leveling
 FE0468.and adjusted by the National Geodetic Survey in June 1991..
 FE0468
 FE0468.The geoid height was determined by GEOID03.
 FE0468
 FE0468.The dynamic height is computed by dividing the NAVD 88
 FE0468.geopotential number by the normal gravity value computed on the
 FE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0468.degrees latitude (g = 980.6199 gals.).
 FE0468
 FE0468.The modeled gravity was interpolated from observed gravity values.
 FE0468
 FE0468;                    North         East    Units  Estimated Accuracy
 FE0468;SPC TN       -    83,550.      344,150.      MT  (+/- 180 meters Scaled)
 FE0468
 FE0468                          SUPERSEDED SURVEY CONTROL
 FE0468
 FE0468  NGVD 29 (??/??/??)  122.146  (m)          400.74   (f) ADJUSTED    1 2
 FE0468
 FE0468.Superseded values are not recommended for survey control.
 FE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0468.See file dsdata.txt to determine how the superseded data were derived.
 FE0468
 FE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD354804(NAD 83)
 FE0468_MARKER: B = BOLT
 FE0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0468_SP_SET: BUILDING
 FE0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0468
 FE0468  HISTORY     - Date     Condition        Report By
 FE0468  HISTORY     - UNK      MONUMENTED       CGS
 FE0468  HISTORY     - 1944     GOOD             CGS
 FE0468  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0468
 FE0468                          STATION DESCRIPTION
 FE0468
 FE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0468'AT POCAHONTAS.
 FE0468'AT POCAHONTAS, HARDEMAN COUNTY, 300 FEET NORTH ALONG A ROAD
 FE0468'FROM THE SOUTHERN RAILWAY STATION, 50 FEET EAST OF THE ROAD, IN
 FE0468'THE SOUTH WALL OF A BRICK HOUSE, IN THE TWELFTH COURSE OF BRICK
 FE0468'ABOVE THE GROUND AND THE THIRD BRICK EAST OF THE SOUTHWEST
 FE0468'CORNER.  A CHISELED CROSS ON THE END OF A COPPER BOLT.  NOTE-- THE
 FE0468'END OF THE BOLT IS BATTERED SO THAT THE CROSS IS NOT DISTINCT.
 FE0468
 FE0468                          STATION RECOVERY (1983)
 FE0468
 FE0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0468'NOT RECOVERED.  PROBABLY DESTROYED.  HOUSE HAS BEEN RENOVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0483 ***********************************************************************
 FC0483  DESIGNATION -  N 1
 FC0483  PID         -  FC0483
 FC0483  STATE/COUNTY-  TN/MCMINN
 FC0483  USGS QUAD   -  ATHENS (1990)
 FC0483
 FC0483                         *CURRENT SURVEY CONTROL
 FC0483  ___________________________________________________________________
 FC0483* NAD 83(1986)-  35 27 09.     (N)    084 32 25.     (W)     SCALED    
 FC0483* NAVD 88     -       286.242  (meters)     939.11   (feet)  ADJUSTED  
 FC0483  ___________________________________________________________________
 FC0483  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0483  DYNAMIC HT  -         285.964 (meters)     938.20  (feet)  COMP
 FC0483  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 FC0483
 FC0483  VERT ORDER  -  SECOND    CLASS 0
 FC0483
 FC0483.The horizontal coordinates were scaled from a topographic map and have
 FC0483.an estimated accuracy of +/- 6 seconds.
 FC0483
 FC0483.The orthometric height was determined by differential leveling
 FC0483.and adjusted by the National Geodetic Survey in June 1991..
 FC0483
 FC0483.The geoid height was determined by GEOID03.
 FC0483
 FC0483.The dynamic height is computed by dividing the NAVD 88
 FC0483.geopotential number by the normal gravity value computed on the
 FC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0483.degrees latitude (g = 980.6199 gals.).
 FC0483
 FC0483.The modeled gravity was interpolated from observed gravity values.
 FC0483
 FC0483;                    North         East    Units  Estimated Accuracy
 FC0483;SPC TN       -   125,160.      732,510.      MT  (+/- 180 meters Scaled)
 FC0483
 FC0483                          SUPERSEDED SURVEY CONTROL
 FC0483
 FC0483  NGVD 29 (??/??/92)  286.313  (m)          939.35   (f) ADJ UNCH    2 0
 FC0483
 FC0483.Superseded values are not recommended for survey control.
 FC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0483.See file dsdata.txt to determine how the superseded data were derived.
 FC0483
 FC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232260(NAD 83)
 FC0483_MARKER: DD = SURVEY DISK
 FC0483_SETTING: 66 = SET IN ROCK OUTCROP
 FC0483_SP_SET: SET IN ROCK OUTCROP
 FC0483_STAMPING: N 1 1932
 FC0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0483+STABILITY: POSITION/ELEVATION WELL
 FC0483
 FC0483  HISTORY     - Date     Condition        Report By
 FC0483  HISTORY     - 1932     MONUMENTED       USGS
 FC0483  HISTORY     - 1949     GOOD             NGS
 FC0483
 FC0483                          STATION DESCRIPTION
 FC0483
 FC0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0483'3.5 MI NE FROM ATHENS.
 FC0483'3.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0483'FROM ATHENS, MC MINN COUNTY, 1.4 MILES NORTHWEST OF MASHBURN, 0.3
 FC0483'MILE EAST OF MILEPOST L 331, NORTH OF A SMALL CREEK, 3.5 RAILS
 FC0483'WEST OF A CATTLE GUARD, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 FC0483'AND IN THE TOP OF A ROCK LEDGE, 3.5 FEET HIGHER THAN THE RAIL.
 FC0483'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 1 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1755 ***********************************************************************
 FB1755  DESIGNATION -  N 10
 FB1755  PID         -  FB1755
 FB1755  STATE/COUNTY-  TN/KNOX
 FB1755  USGS QUAD   -  KNOXVILLE (1978)
 FB1755
 FB1755                         *CURRENT SURVEY CONTROL
 FB1755  ___________________________________________________________________
 FB1755* NAD 83(1986)-  35 53 41.     (N)    083 55 42.     (W)     SCALED    
 FB1755* NAVD 88     -       265.804  (meters)     872.06   (feet)  ADJUSTED  
 FB1755  ___________________________________________________________________
 FB1755  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1755  DYNAMIC HT  -         265.558 (meters)     871.25  (feet)  COMP
 FB1755  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FB1755
 FB1755  VERT ORDER  -  FIRST     CLASS II
 FB1755
 FB1755.The horizontal coordinates were scaled from a topographic map and have
 FB1755.an estimated accuracy of +/- 6 seconds.
 FB1755
 FB1755.The orthometric height was determined by differential leveling
 FB1755.and adjusted by the National Geodetic Survey in June 1991..
 FB1755
 FB1755.The geoid height was determined by GEOID03.
 FB1755
 FB1755.The dynamic height is computed by dividing the NAVD 88
 FB1755.geopotential number by the normal gravity value computed on the
 FB1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1755.degrees latitude (g = 980.6199 gals.).
 FB1755
 FB1755.The modeled gravity was interpolated from observed gravity values.
 FB1755
 FB1755;                    North         East    Units  Estimated Accuracy
 FB1755;SPC TN       -   175,210.      787,010.      MT  (+/- 180 meters Scaled)
 FB1755
 FB1755                          SUPERSEDED SURVEY CONTROL
 FB1755
 FB1755  NGVD 29 (??/??/92)  265.932  (m)          872.48   (f) ADJ UNCH    1 2
 FB1755
 FB1755.Superseded values are not recommended for survey control.
 FB1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1755.See file dsdata.txt to determine how the superseded data were derived.
 FB1755
 FB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV356762(NAD 83)
 FB1755_MARKER: DB = BENCH MARK DISK
 FB1755_SETTING: 66 = SET IN ROCK OUTCROP
 FB1755_SP_SET: ROCK CUT
 FB1755_STAMPING: 872.712 N 10 1932
 FB1755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1755+STABILITY: POSITION/ELEVATION WELL
 FB1755
 FB1755  HISTORY     - Date     Condition        Report By
 FB1755  HISTORY     - 1932     MONUMENTED       CGS
 FB1755  HISTORY     - 1950     MARK NOT FOUND   NGS
 FB1755  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1755
 FB1755                          STATION DESCRIPTION
 FB1755
 FB1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1755'1.3 MI S FROM MOUNT OLIVE.
 FB1755'1.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1755'MOUNT OLIVE, KNOX COUNTY, 0.3 MILE NORTH OF MILEPOST 6, 6 FEET
 FB1755'WEST OF THE WEST RAIL, IN A ROCK CUT, AND ABOUT 3 FEET ABOVE
 FB1755'THE GROUND.  A STANDARD DISK, STAMPED 872.712 N 10 1932.
 FB1755
 FB1755                          STATION RECOVERY (1982)
 FB1755
 FB1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0953 ***********************************************************************
 GA0953  DESIGNATION -  N 100
 GA0953  PID         -  GA0953
 GA0953  STATE/COUNTY-  TN/WASHINGTON
 GA0953  USGS QUAD   -  LEESBURG (1971)
 GA0953
 GA0953                         *CURRENT SURVEY CONTROL
 GA0953  ___________________________________________________________________
 GA0953* NAD 83(1986)-  36 15 11.     (N)    082 36 14.     (W)     SCALED    
 GA0953* NAVD 88     -       425.837  (meters)    1397.10   (feet)  ADJUSTED  
 GA0953  ___________________________________________________________________
 GA0953  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0953  DYNAMIC HT  -         425.430 (meters)    1395.76  (feet)  COMP
 GA0953  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 GA0953
 GA0953  VERT ORDER  -  SECOND    CLASS 0
 GA0953
 GA0953.The horizontal coordinates were scaled from a topographic map and have
 GA0953.an estimated accuracy of +/- 6 seconds.
 GA0953
 GA0953.The orthometric height was determined by differential leveling
 GA0953.and adjusted by the National Geodetic Survey in June 1991..
 GA0953
 GA0953.The geoid height was determined by GEOID03.
 GA0953
 GA0953.The dynamic height is computed by dividing the NAVD 88
 GA0953.geopotential number by the normal gravity value computed on the
 GA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0953.degrees latitude (g = 980.6199 gals.).
 GA0953
 GA0953.The modeled gravity was interpolated from observed gravity values.
 GA0953
 GA0953;                    North         East    Units  Estimated Accuracy
 GA0953;SPC TN       -   218,290.      905,160.      MT  (+/- 180 meters Scaled)
 GA0953
 GA0953                          SUPERSEDED SURVEY CONTROL
 GA0953
 GA0953  NGVD 29 (??/??/92)  425.978  (m)         1397.56   (f) ADJ UNCH    2 0
 GA0953
 GA0953.Superseded values are not recommended for survey control.
 GA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0953.See file dsdata.txt to determine how the superseded data were derived.
 GA0953
 GA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA559132(NAD 83)
 GA0953_MARKER: DB = BENCH MARK DISK
 GA0953_SETTING: 66 = SET IN ROCK OUTCROP
 GA0953_SP_SET: LIMESTONE OUTCROP
 GA0953_STAMPING: N 100 1935
 GA0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0953+STABILITY: POSITION/ELEVATION WELL
 GA0953
 GA0953  HISTORY     - Date     Condition        Report By
 GA0953  HISTORY     - 1935     MONUMENTED       CGS
 GA0953
 GA0953                          STATION DESCRIPTION
 GA0953
 GA0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0953'2.5 MI NE FROM LIMESTONE.
 GA0953'2.5 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0953'AT LIMESTONE, WASHINGTON COUNTY, 21 FEET NORTHWEST OF THE CENTERLINE
 GA0953'OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GA0953'CONCRETE BRIDGE, 8 FEET NORTH OF A POLE, 60 YARDS SOUTHWEST OF
 GA0953'THE SOUTHWEST CORNER OF THE MARY PENCE RESIDENCE, AND IN THE
 GA0953'TOP OF A LIMESTONE OUTCROP PROJECTING 8 INCHES ABOVE GROUND.
 GA0953'A STANDARD DISK, STAMPED N 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0285 ***********************************************************************
 GA0285  DESIGNATION -  N 101
 GA0285  PID         -  GA0285
 GA0285  STATE/COUNTY-  TN/SULLIVAN
 GA0285  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0285
 GA0285                         *CURRENT SURVEY CONTROL
 GA0285  ___________________________________________________________________
 GA0285* NAD 83(1986)-  36 32 00.     (N)    082 24 53.     (W)     SCALED    
 GA0285* NAVD 88     -       504.886  (meters)    1656.45   (feet)  ADJUSTED  
 GA0285  ___________________________________________________________________
 GA0285  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0285  DYNAMIC HT  -         504.422 (meters)    1654.92  (feet)  COMP
 GA0285  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 GA0285
 GA0285  VERT ORDER  -  SECOND    CLASS 0
 GA0285
 GA0285.The horizontal coordinates were scaled from a topographic map and have
 GA0285.an estimated accuracy of +/- 6 seconds.
 GA0285
 GA0285.The orthometric height was determined by differential leveling
 GA0285.and adjusted by the National Geodetic Survey in June 1991..
 GA0285
 GA0285.The geoid height was determined by GEOID03.
 GA0285
 GA0285.The dynamic height is computed by dividing the NAVD 88
 GA0285.geopotential number by the normal gravity value computed on the
 GA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0285.degrees latitude (g = 980.6199 gals.).
 GA0285
 GA0285.The modeled gravity was interpolated from observed gravity values.
 GA0285
 GA0285;                    North         East    Units  Estimated Accuracy
 GA0285;SPC TN       -   249,980.      921,010.      MT  (+/- 180 meters Scaled)
 GA0285
 GA0285                          SUPERSEDED SURVEY CONTROL
 GA0285
 GA0285  NGVD 29 (??/??/92)  505.019  (m)         1656.88   (f) ADJ UNCH    2 0
 GA0285
 GA0285.Superseded values are not recommended for survey control.
 GA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0285.See file dsdata.txt to determine how the superseded data were derived.
 GA0285
 GA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA733440(NAD 83)
 GA0285_MARKER: DB = BENCH MARK DISK
 GA0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0285_STAMPING: N 101 1935
 GA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0285+STABILITY: SURFACE MOTION
 GA0285
 GA0285  HISTORY     - Date     Condition        Report By
 GA0285  HISTORY     - 1935     MONUMENTED       CGS
 GA0285
 GA0285                          STATION DESCRIPTION
 GA0285
 GA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0285'1.1 MI S FROM INDIAN SPRINGS.
 GA0285'1.1 MILES SOUTH ALONG THE HOLSTON ROAD FROM THE POST OFFICE AT
 GA0285'INDIAN SPRINGS, SULLIVAN COUNTY, AT THE FANNY SMITH RESIDENCE, 16
 GA0285'YARDS SOUTHEAST OF THE CORNER OF THE HOUSE, 18 FEET WEST OF THE
 GA0285'CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF A FENCE LINE.  A
 GA0285'STANDARD DISK, STAMPED N 101 1935 AND SET IN THE TOP OF A CONCRETE
 GA0285'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0495 ***********************************************************************
 GA0495  DESIGNATION -  N 102
 GA0495  PID         -  GA0495
 GA0495  STATE/COUNTY-  TN/SULLIVAN
 GA0495  USGS QUAD   -  KEENBURG (1960)
 GA0495
 GA0495                         *CURRENT SURVEY CONTROL
 GA0495  ___________________________________________________________________
 GA0495* NAD 83(1986)-  36 27 08.     (N)    082 12 39.     (W)     SCALED    
 GA0495* NAVD 88     -       453.258  (meters)    1487.06   (feet)  ADJUSTED  
 GA0495  ___________________________________________________________________
 GA0495  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0495  DYNAMIC HT  -         452.837 (meters)    1485.68  (feet)  COMP
 GA0495  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0495
 GA0495  VERT ORDER  -  SECOND    CLASS 0
 GA0495
 GA0495.The horizontal coordinates were scaled from a topographic map and have
 GA0495.an estimated accuracy of +/- 6 seconds.
 GA0495
 GA0495.The orthometric height was determined by differential leveling
 GA0495.and adjusted by the National Geodetic Survey in June 1991..
 GA0495
 GA0495.The geoid height was determined by GEOID03.
 GA0495
 GA0495.The dynamic height is computed by dividing the NAVD 88
 GA0495.geopotential number by the normal gravity value computed on the
 GA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0495.degrees latitude (g = 980.6199 gals.).
 GA0495
 GA0495.The modeled gravity was interpolated from observed gravity values.
 GA0495
 GA0495;                    North         East    Units  Estimated Accuracy
 GA0495;SPC TN       -   241,670.      939,600.      MT  (+/- 180 meters Scaled)
 GA0495
 GA0495                          SUPERSEDED SURVEY CONTROL
 GA0495
 GA0495  NGVD 29 (??/??/92)  453.400  (m)         1487.53   (f) ADJ UNCH    2 0
 GA0495
 GA0495.Superseded values are not recommended for survey control.
 GA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0495.See file dsdata.txt to determine how the superseded data were derived.
 GA0495
 GA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA914347(NAD 83)
 GA0495_MARKER: DB = BENCH MARK DISK
 GA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0495_STAMPING: N 102 1935
 GA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0495+STABILITY: SURFACE MOTION
 GA0495
 GA0495  HISTORY     - Date     Condition        Report By
 GA0495  HISTORY     - 1935     MONUMENTED       CGS
 GA0495  HISTORY     - 1960     GOOD             TVA
 GA0495
 GA0495                          STATION DESCRIPTION
 GA0495
 GA0495'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0495'AT BARNETTS.
 GA0495'AT BARNETTS (FORMERLY DRY BRANCH), SULLIVAN COUNTY, ON THE CEDAR
 GA0495'GROVE-CHINQUAPIN GROVE ROAD, AT THE JUNCTION OF A ROAD LEADING
 GA0495'NORTHWEST, 33 YARDS WEST OF THE CHINQUAPIN GROVE ROAD, 29 YARDS
 GA0495'SOUTH OF THE SIDE ROAD, AT THE MOLLIE HICKS RESIDENCE, 20 YARDS
 GA0495'NORTH OF THE NORTHWEST CORNER OF THE HOUSE, AT THE NORTHWEST
 GA0495'CORNER OF THE LAWN, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD
 GA0495'DISK, STAMPED N 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0495'NOTE-- MARY MAY BE REACHED FROM CHINQUAPIN GROVE BAPTIST CHURCH,
 GA0495'GO NORTH 0.9 MILE TO ROAD TO RIGHT, GO EAST 0.1 MILE TO MARK ON
 GA0495'SOUTH SIDE OF ROAD IN NORTHWEST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1194 ***********************************************************************
 FZ1194  DESIGNATION -  N 103
 FZ1194  PID         -  FZ1194
 FZ1194  STATE/COUNTY-  TN/JOHNSON
 FZ1194  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1194
 FZ1194                         *CURRENT SURVEY CONTROL
 FZ1194  ___________________________________________________________________
 FZ1194* NAD 83(1986)-  36 33 44.     (N)    081 54 39.     (W)     SCALED    
 FZ1194* NAVD 88     -       985.49   (+/-2cm)    3233.2    (feet)  VERTCON   
 FZ1194  ___________________________________________________________________
 FZ1194  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1194
 FZ1194  VERT ORDER  -  ? (See Below)
 FZ1194
 FZ1194.The horizontal coordinates were scaled from a topographic map and have
 FZ1194.an estimated accuracy of +/- 6 seconds.
 FZ1194
 FZ1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1194.The vertical order pertains to the NGVD 29 superseded value.
 FZ1194
 FZ1194.The geoid height was determined by GEOID03.
 FZ1194
 FZ1194;                    North         East    Units  Estimated Accuracy
 FZ1194;SPC TN       -   254,950.      965,960.      MT  (+/- 180 meters Scaled)
 FZ1194
 FZ1194                          SUPERSEDED SURVEY CONTROL
 FZ1194
 FZ1194  NGVD 29 (??/??/92)  985.578  (m)         3233.52   (f) ADJ UNCH    ?  
 FZ1194
 FZ1194.Superseded values are not recommended for survey control.
 FZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1194.See file dsdata.txt to determine how the superseded data were derived.
 FZ1194
 FZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA184466(NAD 83)
 FZ1194_MARKER: DB = BENCH MARK DISK
 FZ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1194_STAMPING: N 103 1935
 FZ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1194+STABILITY: SURFACE MOTION
 FZ1194
 FZ1194  HISTORY     - Date     Condition        Report By
 FZ1194  HISTORY     - 1935     MONUMENTED       CGS
 FZ1194  HISTORY     - 1937     GOOD             TVA
 FZ1194
 FZ1194                          STATION DESCRIPTION
 FZ1194
 FZ1194'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1194'2 MI NW FROM CRANDULL.
 FZ1194'2 MILES NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1194'JOHNSON COUNTY, IN THE CHEROKEE NATIONAL FOREST, ON THE OUTSIDE OF
 FZ1194'A SHARP CURVE (THE LAST ONE OF A SERIES OF SHARP CURVES), 200
 FZ1194'FEET EAST OF A 26-INCH CHESTNUT OAK TREE, 135 FEET NORTH OF A
 FZ1194'40-INCH DEAD CHESTNUT OAK TREE, 58.4 FEET NORTHEAST OF A 22-INCH
 FZ1194'PINE TREE ON THE INSIDE OF THE CURVE, 20.6 FEET EAST OF A 24-INCH
 FZ1194'PINE TREE, ON THE NORTHEAST SIDE OF THE ROAD, AND IN A SMALL DRAW.
 FZ1194'A STANDARD DISK, STAMPED N 103 1935 AND SET IN THE TOP OF A
 FZ1194'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0982 ***********************************************************************
 FZ0982  DESIGNATION -  N 104
 FZ0982  PID         -  FZ0982
 FZ0982  STATE/COUNTY-  TN/JOHNSON
 FZ0982  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0982
 FZ0982                         *CURRENT SURVEY CONTROL
 FZ0982  ___________________________________________________________________
 FZ0982* NAD 83(1986)-  36 23 21.     (N)    081 52 10.     (W)     SCALED    
 FZ0982* NAVD 88     -       657.084  (meters)    2155.78   (feet)  ADJUSTED  
 FZ0982  ___________________________________________________________________
 FZ0982  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ0982  DYNAMIC HT  -         656.423 (meters)    2153.61  (feet)  COMP
 FZ0982  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 FZ0982
 FZ0982  VERT ORDER  -  SECOND    CLASS 0
 FZ0982
 FZ0982.The horizontal coordinates were scaled from a topographic map and have
 FZ0982.an estimated accuracy of +/- 6 seconds.
 FZ0982
 FZ0982.The orthometric height was determined by differential leveling
 FZ0982.and adjusted by the National Geodetic Survey in June 1991..
 FZ0982
 FZ0982.The geoid height was determined by GEOID03.
 FZ0982
 FZ0982.The dynamic height is computed by dividing the NAVD 88
 FZ0982.geopotential number by the normal gravity value computed on the
 FZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0982.degrees latitude (g = 980.6199 gals.).
 FZ0982
 FZ0982.The modeled gravity was interpolated from observed gravity values.
 FZ0982
 FZ0982;                    North         East    Units  Estimated Accuracy
 FZ0982;SPC TN       -   235,920.      970,480.      MT  (+/- 180 meters Scaled)
 FZ0982
 FZ0982                          SUPERSEDED SURVEY CONTROL
 FZ0982
 FZ0982  NGVD 29 (??/??/92)  657.160  (m)         2156.03   (f) ADJ UNCH    2 0
 FZ0982
 FZ0982.Superseded values are not recommended for survey control.
 FZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0982.See file dsdata.txt to determine how the superseded data were derived.
 FZ0982
 FZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA220274(NAD 83)
 FZ0982_MARKER: DB = BENCH MARK DISK
 FZ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0982_STAMPING: N 104 1935
 FZ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0982+STABILITY: SURFACE MOTION
 FZ0982
 FZ0982  HISTORY     - Date     Condition        Report By
 FZ0982  HISTORY     - 1935     MONUMENTED       CGS
 FZ0982
 FZ0982                          STATION DESCRIPTION
 FZ0982
 FZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0982'0.5 MI SW FROM NEVA.
 FZ0982'0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0982'AT NEVA, JOHNSON COUNTY, ON THE JIM SHOUNS PROPERTY, AT THE
 FZ0982'CROSSING OF THE PINE GROVE CHURCH ROAD, 0.2 MILE NORTH OF A
 FZ0982'TWO-STORY FARMHOUSE, 1,000 FEET EAST OF A LARGE BARN, 75 FEET
 FZ0982'SOUTH OF POWERLINE JUNCTION-POLE 179, 60 FEET SOUTH OF A ROAD
 FZ0982'INTERSECTION, 32 FEET SOUTHWEST OF THE RAILROAD CROSSING, 11
 FZ0982'FEET WEST OF A POWERLINE POLE AT THE SOUTH FENCE CORNER, 15.7
 FZ0982'FEET SOUTH OF THE SOUTH RAIL, BETWEEN THE TRACK AND THE FENCE
 FZ0982'LINE, AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 FZ0982'STAMPED N 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0613 ***********************************************************************
 GA0613  DESIGNATION -  N 105
 GA0613  PID         -  GA0613
 GA0613  STATE/COUNTY-  TN/UNICOI
 GA0613  USGS QUAD   -  UNICOI (1978)
 GA0613
 GA0613                         *CURRENT SURVEY CONTROL
 GA0613  ___________________________________________________________________
 GA0613* NAD 83(1986)-  36 10 57.     (N)    082 15 27.     (W)     SCALED    
 GA0613* NAVD 88     -       724.553  (meters)    2377.14   (feet)  ADJUSTED  
 GA0613  ___________________________________________________________________
 GA0613  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA0613  DYNAMIC HT  -         723.819 (meters)    2374.73  (feet)  COMP
 GA0613  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 GA0613
 GA0613  VERT ORDER  -  SECOND    CLASS 0
 GA0613
 GA0613.The horizontal coordinates were scaled from a topographic map and have
 GA0613.an estimated accuracy of +/- 6 seconds.
 GA0613
 GA0613.The orthometric height was determined by differential leveling
 GA0613.and adjusted by the National Geodetic Survey in June 1991..
 GA0613
 GA0613.The geoid height was determined by GEOID03.
 GA0613
 GA0613.The dynamic height is computed by dividing the NAVD 88
 GA0613.geopotential number by the normal gravity value computed on the
 GA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0613.degrees latitude (g = 980.6199 gals.).
 GA0613
 GA0613.The modeled gravity was interpolated from observed gravity values.
 GA0613
 GA0613;                    North         East    Units  Estimated Accuracy
 GA0613;SPC TN       -   211,600.      936,570.      MT  (+/- 180 meters Scaled)
 GA0613
 GA0613                          SUPERSEDED SURVEY CONTROL
 GA0613
 GA0613  NGVD 29 (??/??/92)  724.641  (m)         2377.43   (f) ADJ UNCH    2 0
 GA0613
 GA0613.Superseded values are not recommended for survey control.
 GA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0613.See file dsdata.txt to determine how the superseded data were derived.
 GA0613
 GA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869049(NAD 83)
 GA0613_MARKER: DB = BENCH MARK DISK
 GA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0613_STAMPING: N 105 1935
 GA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0613+STABILITY: SURFACE MOTION
 GA0613
 GA0613  HISTORY     - Date     Condition        Report By
 GA0613  HISTORY     - 1935     MONUMENTED       CGS
 GA0613
 GA0613                          STATION DESCRIPTION
 GA0613
 GA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0613'AT LIMESTONE COVE.
 GA0613'AT LIMESTONE COVE, UNICOI COUNTY, ON THE UNICOI ROAD, 0.3 MILE
 GA0613'EAST OF A CHURCH AT A Y-ROAD JUNCTION, 75 YARDS WEST OF THE HORACE
 GA0613'BLEVINS STORE, 41 FEET EAST OF A FRAME BUILDING, 33 FEET NORTH OF
 GA0613'THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0613'DISK, STAMPED N 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0778 ***********************************************************************
 GA0778  DESIGNATION -  N 106
 GA0778  PID         -  GA0778
 GA0778  STATE/COUNTY-  TN/HAWKINS
 GA0778  USGS QUAD   -  MC CLOUD (1961)
 GA0778
 GA0778                         *CURRENT SURVEY CONTROL
 GA0778  ___________________________________________________________________
 GA0778* NAD 83(1986)-  36 20 32.     (N)    082 56 38.     (W)     SCALED    
 GA0778* NAVD 88     -       359.317  (meters)    1178.86   (feet)  ADJUSTED  
 GA0778  ___________________________________________________________________
 GA0778  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0778  DYNAMIC HT  -         358.988 (meters)    1177.78  (feet)  COMP
 GA0778  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 GA0778
 GA0778  VERT ORDER  -  SECOND    CLASS 0
 GA0778
 GA0778.The horizontal coordinates were scaled from a topographic map and have
 GA0778.an estimated accuracy of +/- 6 seconds.
 GA0778
 GA0778.The orthometric height was determined by differential leveling
 GA0778.and adjusted by the National Geodetic Survey in June 1991..
 GA0778
 GA0778.The geoid height was determined by GEOID03.
 GA0778
 GA0778.The dynamic height is computed by dividing the NAVD 88
 GA0778.geopotential number by the normal gravity value computed on the
 GA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0778.degrees latitude (g = 980.6199 gals.).
 GA0778
 GA0778.The modeled gravity was interpolated from observed gravity values.
 GA0778
 GA0778;                    North         East    Units  Estimated Accuracy
 GA0778;SPC TN       -   227,170.      874,310.      MT  (+/- 180 meters Scaled)
 GA0778
 GA0778                          SUPERSEDED SURVEY CONTROL
 GA0778
 GA0778  NGVD 29 (??/??/92)  359.470  (m)         1179.36   (f) ADJ UNCH    2 0
 GA0778
 GA0778.Superseded values are not recommended for survey control.
 GA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0778.See file dsdata.txt to determine how the superseded data were derived.
 GA0778
 GA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA255236(NAD 83)
 GA0778_MARKER: DB = BENCH MARK DISK
 GA0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0778_STAMPING: N 106 1935
 GA0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0778+STABILITY: SURFACE MOTION
 GA0778
 GA0778  HISTORY     - Date     Condition        Report By
 GA0778  HISTORY     - 1935     MONUMENTED       CGS
 GA0778  HISTORY     - 1950     GOOD             TVA
 GA0778
 GA0778                          STATION DESCRIPTION
 GA0778
 GA0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0778'1.4 MI S FROM STRAHL.
 GA0778'1.4 MILES SOUTH ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0778'HAWKINS COUNTY, AT THE MARY GILLHAM PROPERTY, 30 FEET SOUTHEAST
 GA0778'OF THE CENTERLINE OF THE HIGHWAY, 18 YARDS WEST OF A 36-INCH
 GA0778'OAK TREE, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0778'STAMPED N 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0778
 GA0778                          STATION RECOVERY (1950)
 GA0778
 GA0778'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0929 ***********************************************************************
 GA0929  DESIGNATION -  N 107
 GA0929  PID         -  GA0929
 GA0929  STATE/COUNTY-  TN/SULLIVAN
 GA0929  USGS QUAD   -  LOVELACE (1971)
 GA0929
 GA0929                         *CURRENT SURVEY CONTROL
 GA0929  ___________________________________________________________________
 GA0929* NAD 83(1986)-  36 27 01.     (N)    082 37 52.     (W)     SCALED    
 GA0929* NAVD 88     -       388.545  (meters)    1274.75   (feet)  ADJUSTED  
 GA0929  ___________________________________________________________________
 GA0929  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0929  DYNAMIC HT  -         388.186 (meters)    1273.57  (feet)  COMP
 GA0929  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GA0929
 GA0929  VERT ORDER  -  SECOND    CLASS 0
 GA0929
 GA0929.The horizontal coordinates were scaled from a topographic map and have
 GA0929.an estimated accuracy of +/- 6 seconds.
 GA0929
 GA0929.The orthometric height was determined by differential leveling
 GA0929.and adjusted by the National Geodetic Survey in June 1991..
 GA0929
 GA0929.The geoid height was determined by GEOID03.
 GA0929
 GA0929.The dynamic height is computed by dividing the NAVD 88
 GA0929.geopotential number by the normal gravity value computed on the
 GA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0929.degrees latitude (g = 980.6199 gals.).
 GA0929
 GA0929.The modeled gravity was interpolated from observed gravity values.
 GA0929
 GA0929;                    North         East    Units  Estimated Accuracy
 GA0929;SPC TN       -   240,080.      901,960.      MT  (+/- 180 meters Scaled)
 GA0929
 GA0929                          SUPERSEDED SURVEY CONTROL
 GA0929
 GA0929  NGVD 29 (??/??/92)  388.683  (m)         1275.20   (f) ADJ UNCH    2 0
 GA0929
 GA0929.Superseded values are not recommended for survey control.
 GA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0929.See file dsdata.txt to determine how the superseded data were derived.
 GA0929
 GA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA538351(NAD 83)
 GA0929_MARKER: DB = BENCH MARK DISK
 GA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0929_STAMPING: N 107 1935
 GA0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0929+STABILITY: SURFACE MOTION
 GA0929
 GA0929  HISTORY     - Date     Condition        Report By
 GA0929  HISTORY     - 1935     MONUMENTED       CGS
 GA0929
 GA0929                          STATION DESCRIPTION
 GA0929
 GA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0929'3 MI NW FROM FALL BRANCH.
 GA0929'IN SULLIVAN COUNTY, 1-3/4 MILES NORTH ALONG STATE HIGHWAY 81
 GA0929'FROM THE POST OFFICE AT FALL BRANCH, WASHINGTON COUNTY, THENCE
 GA0929'1-1/4 MILES NORTHWEST ALONG THE BLAIR GAP ROAD, AT THE J.M.
 GA0929'PHILLIPS RESIDENCE, 30 FEET NORTH OF THE HOUSE, 17 FEET EAST OF
 GA0929'THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A WIRE FENCE.  A
 GA0929'STANDARD DISK, STAMPED N 107 1935 AND SET IN THE TOP OF A CONCRETE
 GA0929'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0548 ***********************************************************************
 GA0548  DESIGNATION -  N 108
 GA0548  PID         -  GA0548
 GA0548  STATE/COUNTY-  TN/WASHINGTON
 GA0548  USGS QUAD   -  JONESBOROUGH (1968)
 GA0548
 GA0548                         *CURRENT SURVEY CONTROL
 GA0548  ___________________________________________________________________
 GA0548* NAD 83(1986)-  36 22 28.     (N)    082 26 45.     (W)     SCALED    
 GA0548* NAVD 88     -       519.552  (meters)    1704.56   (feet)  ADJUSTED  
 GA0548  ___________________________________________________________________
 GA0548  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0548  DYNAMIC HT  -         519.064 (meters)    1702.96  (feet)  COMP
 GA0548  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 GA0548
 GA0548  VERT ORDER  -  SECOND    CLASS 0
 GA0548
 GA0548.The horizontal coordinates were scaled from a topographic map and have
 GA0548.an estimated accuracy of +/- 6 seconds.
 GA0548
 GA0548.The orthometric height was determined by differential leveling
 GA0548.and adjusted by the National Geodetic Survey in June 1991..
 GA0548
 GA0548.The geoid height was determined by GEOID03.
 GA0548
 GA0548.The dynamic height is computed by dividing the NAVD 88
 GA0548.geopotential number by the normal gravity value computed on the
 GA0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0548.degrees latitude (g = 980.6199 gals.).
 GA0548
 GA0548.The modeled gravity was interpolated from observed gravity values.
 GA0548
 GA0548;                    North         East    Units  Estimated Accuracy
 GA0548;SPC TN       -   232,250.      918,860.      MT  (+/- 180 meters Scaled)
 GA0548
 GA0548                          SUPERSEDED SURVEY CONTROL
 GA0548
 GA0548  NGVD 29 (??/??/92)  519.698  (m)         1705.04   (f) ADJ UNCH    2 0
 GA0548
 GA0548.Superseded values are not recommended for survey control.
 GA0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0548.See file dsdata.txt to determine how the superseded data were derived.
 GA0548
 GA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA703264(NAD 83)
 GA0548_MARKER: DB = BENCH MARK DISK
 GA0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0548_STAMPING: N 108 1935
 GA0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0548+STABILITY: SURFACE MOTION
 GA0548
 GA0548  HISTORY     - Date     Condition        Report By
 GA0548  HISTORY     - 1935     MONUMENTED       CGS
 GA0548  HISTORY     - 1979     POOR             LOCSUR
 GA0548
 GA0548                          STATION DESCRIPTION
 GA0548
 GA0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0548'0.4 MI W FROM BOONE.
 GA0548'0.4 MILE WEST ALONG A COUNTY ROAD LEADING TO COUNTY HIGHWAY 508
 GA0548'FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT
 GA0548'BOONE, WASHINGTON COUNTY, 16 FEET NORTH OF THE CENTERLINE OF
 GA0548'THE ROAD, 2 FEET WEST OF A FENCE, AND LEVEL WITH THE ROAD.  A
 GA0548'STANDARD DISK, STAMPED N 108 1935 AND SET IN THE TOP OF A
 GA0548'CONCRETE POST.
 GA0548
 GA0548                          STATION RECOVERY (1979)
 GA0548
 GA0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0548'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0211 ***********************************************************************
 GA0211  DESIGNATION -  N 109
 GA0211  PID         -  GA0211
 GA0211  STATE/COUNTY-  TN/SULLIVAN
 GA0211  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0211
 GA0211                         *CURRENT SURVEY CONTROL
 GA0211  ___________________________________________________________________
 GA0211* NAD 83(1986)-  36 32 30.     (N)    082 18 24.     (W)     SCALED    
 GA0211* NAVD 88     -       478.658  (meters)    1570.40   (feet)  ADJUSTED  
 GA0211  ___________________________________________________________________
 GA0211  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0211  DYNAMIC HT  -         478.215 (meters)    1568.94  (feet)  COMP
 GA0211  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0211
 GA0211  VERT ORDER  -  SECOND    CLASS 0
 GA0211
 GA0211.The horizontal coordinates were scaled from a topographic map and have
 GA0211.an estimated accuracy of +/- 6 seconds.
 GA0211
 GA0211.The orthometric height was determined by differential leveling
 GA0211.and adjusted by the National Geodetic Survey in June 1991..
 GA0211
 GA0211.The geoid height was determined by GEOID03.
 GA0211
 GA0211.The dynamic height is computed by dividing the NAVD 88
 GA0211.geopotential number by the normal gravity value computed on the
 GA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0211.degrees latitude (g = 980.6199 gals.).
 GA0211
 GA0211.The modeled gravity was interpolated from observed gravity values.
 GA0211
 GA0211;                    North         East    Units  Estimated Accuracy
 GA0211;SPC TN       -   251,260.      930,640.      MT  (+/- 180 meters Scaled)
 GA0211
 GA0211                          SUPERSEDED SURVEY CONTROL
 GA0211
 GA0211  NGVD 29 (??/??/92)  478.804  (m)         1570.88   (f) ADJ UNCH    2 0
 GA0211
 GA0211.Superseded values are not recommended for survey control.
 GA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0211.See file dsdata.txt to determine how the superseded data were derived.
 GA0211
 GA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA830448(NAD 83)
 GA0211_MARKER: DB = BENCH MARK DISK
 GA0211_SETTING: 66 = SET IN ROCK OUTCROP
 GA0211_SP_SET: ROCK OUTCROP
 GA0211_STAMPING: N 109 1935
 GA0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0211+STABILITY: POSITION/ELEVATION WELL
 GA0211
 GA0211  HISTORY     - Date     Condition        Report By
 GA0211  HISTORY     - 1935     MONUMENTED       CGS
 GA0211
 GA0211                          STATION DESCRIPTION
 GA0211
 GA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0211'1.2 MI NE FROM BLOUNTVILLE.
 GA0211'ON U.S. HIGHWAY 11 W.  100 YARDS NORTHEAST OF NORTHEAST SIDE OF
 GA0211'THE HOME OF P.H. BAILY.  38.1 FEET NORTHWEST OF CENTER LINE OF
 GA0211'HIGHWAY.  37.3 FEET WEST OF TELEPHONE POLE.  32.5 FEET NORTH OF
 GA0211'TENNESSEE CURVE SIGN.  2.0 FEET ABOVE LEVEL OF SURFACE OF HIGHWAY.
 GA0211'SET IN OUT-CROPPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0212 ***********************************************************************
 GA0212  DESIGNATION -  N 109 RESET
 GA0212  PID         -  GA0212
 GA0212  STATE/COUNTY-  TN/SULLIVAN
 GA0212  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0212
 GA0212                         *CURRENT SURVEY CONTROL
 GA0212  ___________________________________________________________________
 GA0212* NAD 83(1986)-  36 32 30.     (N)    082 18 24.     (W)     SCALED    
 GA0212* NAVD 88     -       477.500  (meters)    1566.60   (feet)  ADJUSTED  
 GA0212  ___________________________________________________________________
 GA0212  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0212  DYNAMIC HT  -         477.058 (meters)    1565.15  (feet)  COMP
 GA0212  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0212
 GA0212  VERT ORDER  -  SECOND    CLASS 0
 GA0212
 GA0212.The horizontal coordinates were scaled from a topographic map and have
 GA0212.an estimated accuracy of +/- 6 seconds.
 GA0212
 GA0212.The orthometric height was determined by differential leveling
 GA0212.and adjusted by the National Geodetic Survey in June 1991..
 GA0212
 GA0212.The geoid height was determined by GEOID03.
 GA0212
 GA0212.The dynamic height is computed by dividing the NAVD 88
 GA0212.geopotential number by the normal gravity value computed on the
 GA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0212.degrees latitude (g = 980.6199 gals.).
 GA0212
 GA0212.The modeled gravity was interpolated from observed gravity values.
 GA0212
 GA0212;                    North         East    Units  Estimated Accuracy
 GA0212;SPC TN       -   251,260.      930,640.      MT  (+/- 180 meters Scaled)
 GA0212
 GA0212                          SUPERSEDED SURVEY CONTROL
 GA0212
 GA0212  NGVD 29 (??/??/92)  477.646  (m)         1567.08   (f) ADJ UNCH    2 0
 GA0212
 GA0212.Superseded values are not recommended for survey control.
 GA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0212.See file dsdata.txt to determine how the superseded data were derived.
 GA0212
 GA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA830448(NAD 83)
 GA0212_MARKER: DB = BENCH MARK DISK
 GA0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0212_SP_SET: CULVERT
 GA0212_STAMPING: N 109 1935 RESET 1961
 GA0212_MARK LOGO: CGS   
 GA0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0212
 GA0212  HISTORY     - Date     Condition        Report By
 GA0212  HISTORY     - 1961     MONUMENTED       CGS
 GA0212
 GA0212                          STATION DESCRIPTION
 GA0212
 GA0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0212'1.3 MI E FROM BLOUNTVILLE.
 GA0212'FROM THE POST OFFICE IN BLOUNTVILLE, GO 1.3 MILES EAST ON U.S.
 GA0212'HIGHWAY 11W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH
 GA0212'MARK IS 0.05 MILE EAST OF A SHELL SERVICE STATION, JUST SOUTH
 GA0212'OF THE MOTTERN FURNITURE CO., 14 FT. NORTH OF THE CENTER OF U.S.
 GA0212'HIGHWAY 11W, AND 0.4 FT. WEST OF THE EAST END OF THE CONCRETE
 GA0212'HEADWALL OF THE CULVERT.  THE DISK IS CEMENTED IN TOP OF THE
 GA0212'NORTH HEADWALL OF THE CULVERT AND IS ABOUT 1 FT. BELOW THE LEVEL
 GA0212'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0037 ***********************************************************************
 GA0037  DESIGNATION -  N 11
 GA0037  PID         -  GA0037
 GA0037  STATE/COUNTY-  TN/SULLIVAN
 GA0037  USGS QUAD   -  BRISTOL (1991)
 GA0037
 GA0037                         *CURRENT SURVEY CONTROL
 GA0037  ___________________________________________________________________
 GA0037* NAD 83(1986)-  36 30 17.     (N)    082 13 18.     (W)     SCALED    
 GA0037* NAVD 88     -       486.954  (meters)    1597.61   (feet)  ADJUSTED  
 GA0037  ___________________________________________________________________
 GA0037  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0037  DYNAMIC HT  -         486.508 (meters)    1596.15  (feet)  COMP
 GA0037  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA0037
 GA0037  VERT ORDER  -  FIRST     CLASS II
 GA0037
 GA0037.The horizontal coordinates were scaled from a topographic map and have
 GA0037.an estimated accuracy of +/- 6 seconds.
 GA0037
 GA0037.The orthometric height was determined by differential leveling
 GA0037.and adjusted by the National Geodetic Survey in June 1991..
 GA0037
 GA0037.The geoid height was determined by GEOID03.
 GA0037
 GA0037.The dynamic height is computed by dividing the NAVD 88
 GA0037.geopotential number by the normal gravity value computed on the
 GA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0037.degrees latitude (g = 980.6199 gals.).
 GA0037
 GA0037.The modeled gravity was interpolated from observed gravity values.
 GA0037
 GA0037;                    North         East    Units  Estimated Accuracy
 GA0037;SPC TN       -   247,450.      938,410.      MT  (+/- 180 meters Scaled)
 GA0037
 GA0037                          SUPERSEDED SURVEY CONTROL
 GA0037
 GA0037  NGVD 29 (??/??/92)  487.109  (m)         1598.12   (f) ADJ UNCH    1 2
 GA0037
 GA0037.Superseded values are not recommended for survey control.
 GA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0037.See file dsdata.txt to determine how the superseded data were derived.
 GA0037
 GA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA905406(NAD 83)
 GA0037_MARKER: DB = BENCH MARK DISK
 GA0037_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0037_SP_SET: UNSPECIFIED ROCK
 GA0037_STAMPING: 1598.320 N 1 1933
 GA0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0037
 GA0037  HISTORY     - Date     Condition        Report By
 GA0037  HISTORY     - 1933     MONUMENTED       CGS
 GA0037  HISTORY     - 1934     GOOD             NGS
 GA0037
 GA0037                          STATION DESCRIPTION
 GA0037
 GA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0037'3.3 MI N FROM BLUFF CITY.
 GA0037'3.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0037'SULLIVAN COUNTY, 429 YARDS NORTH OF MILEPOST 8, 10 RAILS
 GA0037'SOUTHWEST OF SIGNAL POST 76 A, 75 FEET NORTHWEST OF THE
 GA0037'NORTHWEST RAIL, AND IN THE TOP OF A ROCK IN THE SOUTH SIDE OF
 GA0037'A HILL.  A STANDARD DISK, STAMPED 1598.320 N 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0181 ***********************************************************************
 GA0181  DESIGNATION -  N 110
 GA0181  PID         -  GA0181
 GA0181  STATE/COUNTY-  TN/SULLIVAN
 GA0181  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0181
 GA0181                         *CURRENT SURVEY CONTROL
 GA0181  ___________________________________________________________________
 GA0181* NAD 83(1986)-  36 33 59.     (N)    082 00 28.     (W)     SCALED    
 GA0181* NAVD 88     -       510.736  (meters)    1675.64   (feet)  ADJUSTED  
 GA0181  ___________________________________________________________________
 GA0181  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0181  DYNAMIC HT  -         510.256 (meters)    1674.06  (feet)  COMP
 GA0181  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 GA0181
 GA0181  VERT ORDER  -  SECOND    CLASS 0
 GA0181
 GA0181.The horizontal coordinates were scaled from a topographic map and have
 GA0181.an estimated accuracy of +/- 6 seconds.
 GA0181
 GA0181.The orthometric height was determined by differential leveling
 GA0181.and adjusted by the National Geodetic Survey in June 1991..
 GA0181
 GA0181.The geoid height was determined by GEOID03.
 GA0181
 GA0181.The dynamic height is computed by dividing the NAVD 88
 GA0181.geopotential number by the normal gravity value computed on the
 GA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0181.degrees latitude (g = 980.6199 gals.).
 GA0181
 GA0181.The modeled gravity was interpolated from observed gravity values.
 GA0181
 GA0181;                    North         East    Units  Estimated Accuracy
 GA0181;SPC TN       -   255,050.      957,270.      MT  (+/- 180 meters Scaled)
 GA0181
 GA0181                          SUPERSEDED SURVEY CONTROL
 GA0181
 GA0181  NGVD 29 (??/??/92)  510.841  (m)         1675.98   (f) ADJ UNCH    2 0
 GA0181
 GA0181.Superseded values are not recommended for survey control.
 GA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0181.See file dsdata.txt to determine how the superseded data were derived.
 GA0181
 GA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA098472(NAD 83)
 GA0181_MARKER: DB = BENCH MARK DISK
 GA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0181_STAMPING: N 110 1935
 GA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0181+STABILITY: SURFACE MOTION
 GA0181
 GA0181  HISTORY     - Date     Condition        Report By
 GA0181  HISTORY     - 1935     MONUMENTED       CGS
 GA0181
 GA0181                          STATION DESCRIPTION
 GA0181
 GA0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0181'4.5 MI SE FROM HOLSTON VALLEY.
 GA0181'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0181'AT HOLSTON VALLEY, SULLIVAN COUNTY, AT FLEENORA PARK, 15 YARDS
 GA0181'SOUTHWEST ACROSS THE HIGHWAY FROM THE ENTRANCE TO THE PARK, ON THE
 GA0181'MILES ROGERS PROPERTY, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA0181'HIGHWAY, 9 YARDS EAST OF THE SOUTHEAST CORNER OF A SHACK, 2 FEET
 GA0181'SOUTHWEST OF A FENCE LINE, AND 3 FEET HIGHER THAN THE HIGHWAY.
 GA0181'A STANDARD DISK, STAMPED N 110 1935 AND SET IN THE TOP OF A
 GA0181'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0668 ***********************************************************************
 GA0668  DESIGNATION -  N 112
 GA0668  PID         -  GA0668
 GA0668  STATE/COUNTY-  TN/UNICOI
 GA0668  USGS QUAD   -  CHESTOA (1978)
 GA0668
 GA0668                         *CURRENT SURVEY CONTROL
 GA0668  ___________________________________________________________________
 GA0668* NAD 83(1986)-  36 02 19.     (N)    082 29 05.     (W)     SCALED    
 GA0668* NAVD 88     -       714.04   (+/-2cm)    2342.6    (feet)  VERTCON   
 GA0668  ___________________________________________________________________
 GA0668  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA0668
 GA0668  VERT ORDER  -  ? (See Below)
 GA0668
 GA0668.The horizontal coordinates were scaled from a topographic map and have
 GA0668.an estimated accuracy of +/- 6 seconds.
 GA0668
 GA0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0668.The vertical order pertains to the NGVD 29 superseded value.
 GA0668
 GA0668.The geoid height was determined by GEOID03.
 GA0668
 GA0668;                    North         East    Units  Estimated Accuracy
 GA0668;SPC TN       -   194,890.      916,710.      MT  (+/- 180 meters Scaled)
 GA0668
 GA0668                          SUPERSEDED SURVEY CONTROL
 GA0668
 GA0668  NGVD 29 (??/??/92)  714.138  (m)         2342.97   (f) ADJ UNCH    ?  
 GA0668
 GA0668.Superseded values are not recommended for survey control.
 GA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0668.See file dsdata.txt to determine how the superseded data were derived.
 GA0668
 GA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV662892(NAD 83)
 GA0668_MARKER: DB = BENCH MARK DISK
 GA0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0668_SP_SET: CULVERT
 GA0668_STAMPING: N 112 1935
 GA0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0668
 GA0668  HISTORY     - Date     Condition        Report By
 GA0668  HISTORY     - 1935     MONUMENTED       CGS
 GA0668  HISTORY     - 1935     GOOD             TVA
 GA0668
 GA0668                          STATION DESCRIPTION
 GA0668
 GA0668'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1935
 GA0668'3.1 MI SE FROM ERNESTVILLE.
 GA0668'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0668'UNICOI COUNTY, 90 FEET NORTHEAST OF THE Y-JUNCTION OF A ROAD
 GA0668'LEADING SOUTH, AT A SMALL BEND IN THE HIGHWAY, AT A 30-INCH
 GA0668'PIPE CULVERT UNDER THE HIGHWAY, IN THE EAST CONCRETE HEADWALL,
 GA0668'2 FEET SOUTH OF THE NORTH EDGE, AND 10 FEET EAST OF THE HIGHWAY.
 GA0668'A STANDARD DISK, STAMPED N 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1897 ***********************************************************************
 GA1897  DESIGNATION -  N 113
 GA1897  PID         -  GA1897
 GA1897  STATE/COUNTY-  TN/HAMBLEN
 GA1897  USGS QUAD   -  SPRINGVALE (1980)
 GA1897
 GA1897                         *CURRENT SURVEY CONTROL
 GA1897  ___________________________________________________________________
 GA1897* NAD 83(1986)-  36 14 15.     (N)    083 12 23.     (W)     SCALED    
 GA1897* NAVD 88     -       410.284  (meters)    1346.07   (feet)  ADJUSTED  
 GA1897  ___________________________________________________________________
 GA1897  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1897  DYNAMIC HT  -         409.910 (meters)    1344.85  (feet)  COMP
 GA1897  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA1897
 GA1897  VERT ORDER  -  SECOND    CLASS 0
 GA1897
 GA1897.The horizontal coordinates were scaled from a topographic map and have
 GA1897.an estimated accuracy of +/- 6 seconds.
 GA1897
 GA1897.The orthometric height was determined by differential leveling
 GA1897.and adjusted by the National Geodetic Survey in June 1991..
 GA1897
 GA1897.The geoid height was determined by GEOID03.
 GA1897
 GA1897.The dynamic height is computed by dividing the NAVD 88
 GA1897.geopotential number by the normal gravity value computed on the
 GA1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1897.degrees latitude (g = 980.6199 gals.).
 GA1897
 GA1897.The modeled gravity was interpolated from observed gravity values.
 GA1897
 GA1897;                    North         East    Units  Estimated Accuracy
 GA1897;SPC TN       -   214,850.      851,080.      MT  (+/- 180 meters Scaled)
 GA1897
 GA1897                          SUPERSEDED SURVEY CONTROL
 GA1897
 GA1897  NGVD 29 (??/??/92)  410.429  (m)         1346.55   (f) ADJ UNCH    2 0
 GA1897
 GA1897.Superseded values are not recommended for survey control.
 GA1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1897.See file dsdata.txt to determine how the superseded data were derived.
 GA1897
 GA1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA017125(NAD 83)
 GA1897_MARKER: DB = BENCH MARK DISK
 GA1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1897_STAMPING: N 113 1935
 GA1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1897+STABILITY: SURFACE MOTION
 GA1897
 GA1897  HISTORY     - Date     Condition        Report By
 GA1897  HISTORY     - 1935     MONUMENTED       CGS
 GA1897  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1897
 GA1897                          STATION DESCRIPTION
 GA1897
 GA1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1897'1.1 MI SW FROM RUSSELLVILLE.
 GA1897'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM RUSSELLVILLE,
 GA1897'THENCE 1.0 MILE SOUTH ALONG THE CHEEK CROSS ROADS-BEULAH ROAD,
 GA1897'AT THE WHITE PINE BOARD PROPERTY, 132 FEET WEST OF THE NORTHWEST
 GA1897'CORNER OF A BARN, 11.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA1897'37.5 FEET WEST OF A FENCE CORNER, ACROSS THE ROAD FROM A 20-INCH
 GA1897'MAPLE TREE, 1 FOOT SOUTH OF A FENCE LINE, AND LEVEL WITH THE
 GA1897'ROAD, 41 FEET SOUTHWEST OF A 10 IN MULBERRY TREE AND 1.9 FEET
 GA1897'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1897'N 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1897
 GA1897                          STATION RECOVERY (1978)
 GA1897
 GA1897'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0901 ***********************************************************************
 GA0901  DESIGNATION -  N 114
 GA0901  PID         -  GA0901
 GA0901  STATE/COUNTY-  TN/GREENE
 GA0901  USGS QUAD   -  CEDAR CREEK (1980)
 GA0901
 GA0901                         *CURRENT SURVEY CONTROL
 GA0901  ___________________________________________________________________
 GA0901* NAD 83(1986)-  36 02 43.     (N)    082 59 05.     (W)     SCALED    
 GA0901* NAVD 88     -       376.508  (meters)    1235.26   (feet)  ADJUSTED  
 GA0901  ___________________________________________________________________
 GA0901  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0901  DYNAMIC HT  -         376.148 (meters)    1234.08  (feet)  COMP
 GA0901  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 GA0901
 GA0901  VERT ORDER  -  SECOND    CLASS 0
 GA0901
 GA0901.The horizontal coordinates were scaled from a topographic map and have
 GA0901.an estimated accuracy of +/- 6 seconds.
 GA0901
 GA0901.The orthometric height was determined by differential leveling
 GA0901.and adjusted by the National Geodetic Survey in June 1991..
 GA0901
 GA0901.The geoid height was determined by GEOID03.
 GA0901
 GA0901.The dynamic height is computed by dividing the NAVD 88
 GA0901.geopotential number by the normal gravity value computed on the
 GA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0901.degrees latitude (g = 980.6199 gals.).
 GA0901
 GA0901.The modeled gravity was interpolated from observed gravity values.
 GA0901
 GA0901;                    North         East    Units  Estimated Accuracy
 GA0901;SPC TN       -   194,120.      871,660.      MT  (+/- 180 meters Scaled)
 GA0901
 GA0901                          SUPERSEDED SURVEY CONTROL
 GA0901
 GA0901  NGVD 29 (??/??/92)  376.661  (m)         1235.76   (f) ADJ UNCH    2 0
 GA0901
 GA0901.Superseded values are not recommended for survey control.
 GA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0901.See file dsdata.txt to determine how the superseded data were derived.
 GA0901
 GA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV212907(NAD 83)
 GA0901_MARKER: DB = BENCH MARK DISK
 GA0901_SETTING: 0 = UNSPECIFIED SETTING
 GA0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0901
 GA0901  HISTORY     - Date     Condition        Report By
 GA0901  HISTORY     - UNK      MONUMENTED       CGS
 GA0901  HISTORY     - 1935     GOOD             NGS
 GA0901  HISTORY     - 1950     GOOD             TVA
 GA0901
 GA0901                          STATION DESCRIPTION
 GA0901
 GA0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0901'AT CANEY BRANCH.
 GA0901'65 YARDS NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF U.S.
 GA0901'HIGHWAY 411 AND ROAD EAST, 39.5 FEET NORTHEAST OF NORTHEAST
 GA0901'CORNER OF SMALL CONCRETE BLOCK BUILDING, 23.5 FEET NORTHWEST OF
 GA0901'THE CENTERLINE OF U.S. HIGHWAY 411 AND 31.4 FEET NORTH OF NORTHWEST
 GA0901'CORNER OF BARN.
 GA0901
 GA0901                          STATION RECOVERY (1950)
 GA0901
 GA0901'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0693 ***********************************************************************
 GA0693  DESIGNATION -  N 115
 GA0693  PID         -  GA0693
 GA0693  STATE/COUNTY-  TN/GREENE
 GA0693  USGS QUAD   -  GREYSTONE (1978)
 GA0693
 GA0693                         *CURRENT SURVEY CONTROL
 GA0693  ___________________________________________________________________
 GA0693* NAD 83(1986)-  36 06 30.     (N)    082 41 30.     (W)     SCALED    
 GA0693* NAVD 88     -       514.450  (meters)    1687.82   (feet)  ADJUSTED  
 GA0693  ___________________________________________________________________
 GA0693  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0693  DYNAMIC HT  -         513.951 (meters)    1686.19  (feet)  COMP
 GA0693  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 GA0693
 GA0693  VERT ORDER  -  SECOND    CLASS 0
 GA0693
 GA0693.The horizontal coordinates were scaled from a topographic map and have
 GA0693.an estimated accuracy of +/- 6 seconds.
 GA0693
 GA0693.The orthometric height was determined by differential leveling
 GA0693.and adjusted by the National Geodetic Survey in June 1991..
 GA0693
 GA0693.The geoid height was determined by GEOID03.
 GA0693
 GA0693.The dynamic height is computed by dividing the NAVD 88
 GA0693.geopotential number by the normal gravity value computed on the
 GA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0693.degrees latitude (g = 980.6199 gals.).
 GA0693
 GA0693.The modeled gravity was interpolated from observed gravity values.
 GA0693
 GA0693;                    North         East    Units  Estimated Accuracy
 GA0693;SPC TN       -   201,970.      897,810.      MT  (+/- 180 meters Scaled)
 GA0693
 GA0693                          SUPERSEDED SURVEY CONTROL
 GA0693
 GA0693  NGVD 29 (??/??/92)  514.572  (m)         1688.22   (f) ADJ UNCH    2 0
 GA0693
 GA0693.Superseded values are not recommended for survey control.
 GA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0693.See file dsdata.txt to determine how the superseded data were derived.
 GA0693
 GA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV477972(NAD 83)
 GA0693_MARKER: DB = BENCH MARK DISK
 GA0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0693_STAMPING: N 115 1935
 GA0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0693+STABILITY: SURFACE MOTION
 GA0693
 GA0693  HISTORY     - Date     Condition        Report By
 GA0693  HISTORY     - 1935     MONUMENTED       CGS
 GA0693  HISTORY     - 1955     GOOD             NGS
 GA0693
 GA0693                          STATION DESCRIPTION
 GA0693
 GA0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0693'4.2 MI W FROM PLEASANT HILL.
 GA0693'4.2 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 GA0693'PLEASANT HILL, GREENE COUNTY, 0.9 MILE NORTHEAST OF A LOG CHURCH,
 GA0693'0.8 MILE EAST OF THE DANIEL HOPSON RESIDENCE, 0.2 MILE EAST OF
 GA0693'THE JUNCTION OF A ROAD LEADING NORTHWEST, AT THE JUNCTION OF A
 GA0693'DIRT ROAD LEADING SOUTH, 31 YARDS WEST OF THE DIRT ROAD, 18 FEET
 GA0693'NORTH OF THE CENTERLINE OF THE MAIN ROAD, 4.5 FEET NORTHWEST OF
 GA0693'A POLE, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0693'N 115 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GA0693'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1962 ***********************************************************************
 GA1962  DESIGNATION -  N 118
 GA1962  PID         -  GA1962
 GA1962  STATE/COUNTY-  TN/COCKE
 GA1962  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1962
 GA1962                         *CURRENT SURVEY CONTROL
 GA1962  ___________________________________________________________________
 GA1962* NAD 83(1986)-  36 01 20.     (N)    083 02 31.     (W)     SCALED    
 GA1962* NAVD 88     -       382.15   (+/-2cm)    1253.8    (feet)  VERTCON   
 GA1962  ___________________________________________________________________
 GA1962  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1962
 GA1962  VERT ORDER  -  ? (See Below)
 GA1962
 GA1962.The horizontal coordinates were scaled from a topographic map and have
 GA1962.an estimated accuracy of +/- 6 seconds.
 GA1962
 GA1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1962.The vertical order pertains to the NGVD 29 superseded value.
 GA1962
 GA1962.The geoid height was determined by GEOID03.
 GA1962
 GA1962;                    North         East    Units  Estimated Accuracy
 GA1962;SPC TN       -   191,410.      866,580.      MT  (+/- 180 meters Scaled)
 GA1962
 GA1962                          SUPERSEDED SURVEY CONTROL
 GA1962
 GA1962  NGVD 29 (??/??/92)  382.304  (m)         1254.28   (f) ADJ UNCH    ?  
 GA1962
 GA1962.Superseded values are not recommended for survey control.
 GA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1962.See file dsdata.txt to determine how the superseded data were derived.
 GA1962
 GA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV160883(NAD 83)
 GA1962_MARKER: DB = BENCH MARK DISK
 GA1962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1962_SP_SET: BRIDGE
 GA1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1962
 GA1962  HISTORY     - Date     Condition        Report By
 GA1962  HISTORY     - UNK      MONUMENTED       CGS
 GA1962  HISTORY     - 1937     GOOD             TVA
 GA1962
 GA1962                          STATION DESCRIPTION
 GA1962
 GA1962'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1962'AT SALEM.
 GA1962'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 GA1962'COUNTY, AT SALEM, 300 FEET WEST OF THE INTERSECTION OF THE
 GA1962'JONESBORO ROAD, 145 FEET WEST OF THE W.L. OTTINGER GENERAL STORE,
 GA1962'AT MRS. NOGA HOGANS RESIDENCE, 48 FEET SOUTHWEST OF THE SOUTHWEST
 GA1962'CORNER OF THE HOUSE, 47.5 FEET EAST OF A 20-INCH SYCAMORE TREE,
 GA1962'AT A BRIDGE OVER CLEAR CREEK, IN THE TOP OF THE NORTHEAST CONCRETE
 GA1962'ABUTMENT, AND 5 FEET NORTH OF THE HIGHWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1108 ***********************************************************************
 FB1108  DESIGNATION -  N 121
 FB1108  PID         -  FB1108
 FB1108  STATE/COUNTY-  TN/COCKE
 FB1108  USGS QUAD   -  PAINT ROCK (1991)
 FB1108
 FB1108                         *CURRENT SURVEY CONTROL
 FB1108  ___________________________________________________________________
 FB1108* NAD 83(1986)-  35 55 24.     (N)    082 58 35.     (W)     SCALED    
 FB1108* NAVD 88     -       358.04   (+/-2cm)    1174.7    (feet)  VERTCON   
 FB1108  ___________________________________________________________________
 FB1108  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1108
 FB1108  VERT ORDER  -  ? (See Below)
 FB1108
 FB1108.The horizontal coordinates were scaled from a topographic map and have
 FB1108.an estimated accuracy of +/- 6 seconds.
 FB1108
 FB1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1108.The vertical order pertains to the NGVD 29 superseded value.
 FB1108
 FB1108.The geoid height was determined by GEOID03.
 FB1108
 FB1108;                    North         East    Units  Estimated Accuracy
 FB1108;SPC TN       -   180,620.      872,830.      MT  (+/- 180 meters Scaled)
 FB1108
 FB1108                          SUPERSEDED SURVEY CONTROL
 FB1108
 FB1108  NGVD 29 (??/??/92)  358.185  (m)         1175.15   (f) ADJ UNCH    ?  
 FB1108
 FB1108.Superseded values are not recommended for survey control.
 FB1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1108.See file dsdata.txt to determine how the superseded data were derived.
 FB1108
 FB1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV216772(NAD 83)
 FB1108_MARKER: DB = BENCH MARK DISK
 FB1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1108_STAMPING: N 121 1935
 FB1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1108+STABILITY: SURFACE MOTION
 FB1108
 FB1108  HISTORY     - Date     Condition        Report By
 FB1108  HISTORY     - 1935     MONUMENTED       CGS
 FB1108  HISTORY     - 1955     GOOD             NGS
 FB1108
 FB1108                          STATION DESCRIPTION
 FB1108
 FB1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1108'2.1 MI W FROM WOLF CREEK.
 FB1108'2.1 MILES WEST ALONG U.S. HIGHWAYS 25 AND 70 FROM WOLF CREEK,
 FB1108'250 FEET NORTHEAST OF THE INTERSECTION OF THE COVE CREEK ROAD,
 FB1108'ON THE PROPERTY OF MRS. NELLIE BOYER, 30.2 FEET NORTHWEST OF THE
 FB1108'SOUTHWEST CORNER OF A LARGE BARN, 20.2 FEET SOUTHEAST OF THE EDGE
 FB1108'OF THE HIGHWAY AT THE SOUTH END OF A FIELD ROAD, 16 FEET NORTH OF
 FB1108'A POLE, 6 FEET SOUTH OF THE FIELD ROAD LEADING TO THE HOUSE, AND
 FB1108'4 FEET EAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE TOP OF A
 FB1108'CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1337 ***********************************************************************
 FB1337  DESIGNATION -  N 122
 FB1337  PID         -  FB1337
 FB1337  STATE/COUNTY-  TN/COCKE
 FB1337  USGS QUAD   -  HARTFORD (1968)
 FB1337
 FB1337                         *CURRENT SURVEY CONTROL
 FB1337  ___________________________________________________________________
 FB1337* NAD 83(1986)-  35 47 02.     (N)    083 13 09.     (W)     SCALED    
 FB1337* NAVD 88     -       504.09   (+/-2cm)    1653.8    (feet)  VERTCON   
 FB1337  ___________________________________________________________________
 FB1337  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FB1337
 FB1337  VERT ORDER  -  ? (See Below)
 FB1337
 FB1337.The horizontal coordinates were scaled from a topographic map and have
 FB1337.an estimated accuracy of +/- 6 seconds.
 FB1337
 FB1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1337.The vertical order pertains to the NGVD 29 superseded value.
 FB1337
 FB1337.The geoid height was determined by GEOID03.
 FB1337
 FB1337;                    North         East    Units  Estimated Accuracy
 FB1337;SPC TN       -   164,510.      851,370.      MT  (+/- 180 meters Scaled)
 FB1337
 FB1337                          SUPERSEDED SURVEY CONTROL
 FB1337
 FB1337  NGVD 29 (??/??/92)  504.204  (m)         1654.21   (f) ADJ UNCH    ?  
 FB1337
 FB1337.Superseded values are not recommended for survey control.
 FB1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1337.See file dsdata.txt to determine how the superseded data were derived.
 FB1337
 FB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV994622(NAD 83)
 FB1337_MARKER: DB = BENCH MARK DISK
 FB1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1337_SP_SET: BRIDGE
 FB1337_STAMPING: N 122 1935
 FB1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1337
 FB1337  HISTORY     - Date     Condition        Report By
 FB1337  HISTORY     - 1935     MONUMENTED       CGS
 FB1337  HISTORY     - 1949     GOOD             NGS
 FB1337
 FB1337                          STATION DESCRIPTION
 FB1337
 FB1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1337'3.4 MI SE FROM COSBY.
 FB1337'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1337'COUNTY, 0.5 MILE SOUTHWEST OF THE JUNCTION OF THE GROUNDHOG
 FB1337'ROAD, 131 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SERVICE
 FB1337'STATION AND STORE AT THE PARK ENTRANCE, 61.4 FEET SOUTHWEST OF
 FB1337'A CURVE SIGN, AT A CONCRETE BRIDGE OVER COSBY CREEK, IN THE
 FB1337'NORTHEAST CORNER OF THE ABUTMENT, 46.3 FEET NORTH OF THE SOUTHWEST
 FB1337'CORNER OF THE BRIDGE, 20 FEET SOUTHEAST OF A PIGPEN, 4 FEET
 FB1337'NORTH OF THE HIGHWAY, AND 3.5 FEET SOUTHWEST OF A STEEL POST
 FB1337'WITH A CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED N 122 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0483 ***********************************************************************
 GA0483  DESIGNATION -  N 123
 GA0483  PID         -  GA0483
 GA0483  STATE/COUNTY-  TN/SULLIVAN
 GA0483  USGS QUAD   -  BLUFF CITY (1968)
 GA0483
 GA0483                         *CURRENT SURVEY CONTROL
 GA0483  ___________________________________________________________________
 GA0483* NAD 83(1986)-  36 25 36.     (N)    082 18 57.     (W)     SCALED    
 GA0483* NAVD 88     -       487.677  (meters)    1599.99   (feet)  POSTED    
 GA0483  ___________________________________________________________________
 GA0483  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0483  DYNAMIC HT  -         487.230 (meters)    1598.52  (feet)  COMP
 GA0483  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA0483
 GA0483  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0483
 GA0483.The horizontal coordinates were scaled from a topographic map and have
 GA0483.an estimated accuracy of +/- 6 seconds.
 GA0483
 GA0483.The orthometric height was determined by differential leveling
 GA0483.and adjusted by the National Geodetic Survey in 1992..
 GA0483.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0483.rate of 2.1 thru 3.0 mm/km.
 GA0483
 GA0483.The geoid height was determined by GEOID03.
 GA0483
 GA0483.The dynamic height is computed by dividing the NAVD 88
 GA0483.geopotential number by the normal gravity value computed on the
 GA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0483.degrees latitude (g = 980.6199 gals.).
 GA0483
 GA0483.The modeled gravity was interpolated from observed gravity values.
 GA0483
 GA0483;                    North         East    Units  Estimated Accuracy
 GA0483;SPC TN       -   238,480.      930,300.      MT  (+/- 180 meters Scaled)
 GA0483
 GA0483                          SUPERSEDED SURVEY CONTROL
 GA0483
 GA0483  NGVD 29 (??/??/92)  487.824  (m)         1600.47   (f) ADJ UNCH    2 0
 GA0483
 GA0483.Superseded values are not recommended for survey control.
 GA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0483.See file dsdata.txt to determine how the superseded data were derived.
 GA0483
 GA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA820320(NAD 83)
 GA0483_MARKER: DB = BENCH MARK DISK
 GA0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0483_SP_SET: CULVERT
 GA0483_STAMPING: N 123 1935
 GA0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0483
 GA0483  HISTORY     - Date     Condition        Report By
 GA0483  HISTORY     - 1935     MONUMENTED       CGS
 GA0483  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0483
 GA0483                          STATION DESCRIPTION
 GA0483
 GA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0483'9.3 MI N FROM JOHNSON CITY.
 GA0483'IN SULLIVAN COUNTY, 9.3 MILES NORTH ALONG U.S. HIGHWAY 11 E FROM
 GA0483'THE SOUTHERN RAILWAY STATION AT JOHNSON CITY, WASHINGTON COUNTY,
 GA0483'26 YARDS NORTH OF THE JUNCTION OF THE OLD BRISTIL HIGHWAY, 46
 GA0483'YARDS NORTH OF THE D.O. CARR SERVICE STATION, AT A CONCRETE
 GA0483'CULVERT, 16 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 11
 GA0483'E, IN THE TOP OF THE SOUTH END OF THE CULVERT, AND 6 INCHES LOWER
 GA0483'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 123 1935.
 GA0483
 GA0483                          STATION RECOVERY (1984)
 GA0483
 GA0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0937 ***********************************************************************
 FB0937  DESIGNATION -  N 125
 FB0937  PID         -  FB0937
 FB0937  STATE/COUNTY-  TN/COCKE
 FB0937  USGS QUAD   -  PAINT ROCK (1991)
 FB0937
 FB0937                         *CURRENT SURVEY CONTROL
 FB0937  ___________________________________________________________________
 FB0937* NAD 83(1986)-  35 52 59.     (N)    082 59 14.     (W)     SCALED    
 FB0937* NAVD 88     -       405.10   (+/-2cm)    1329.1    (feet)  VERTCON   
 FB0937  ___________________________________________________________________
 FB0937  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB0937
 FB0937  VERT ORDER  -  ? (See Below)
 FB0937
 FB0937.The horizontal coordinates were scaled from a topographic map and have
 FB0937.an estimated accuracy of +/- 6 seconds.
 FB0937
 FB0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0937.The vertical order pertains to the NGVD 29 superseded value.
 FB0937
 FB0937.The geoid height was determined by GEOID03.
 FB0937
 FB0937;                    North         East    Units  Estimated Accuracy
 FB0937;SPC TN       -   176,130.      871,990.      MT  (+/- 180 meters Scaled)
 FB0937
 FB0937                          SUPERSEDED SURVEY CONTROL
 FB0937
 FB0937  NGVD 29 (??/??/92)  405.236  (m)         1329.51   (f) ADJ UNCH    ?  
 FB0937
 FB0937.Superseded values are not recommended for survey control.
 FB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0937.See file dsdata.txt to determine how the superseded data were derived.
 FB0937
 FB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV206728(NAD 83)
 FB0937_MARKER: DB = BENCH MARK DISK
 FB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0937_STAMPING: N 125 1935
 FB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0937+STABILITY: SURFACE MOTION
 FB0937
 FB0937  HISTORY     - Date     Condition        Report By
 FB0937  HISTORY     - 1935     MONUMENTED       CGS
 FB0937  HISTORY     - 1955     GOOD             NGS
 FB0937
 FB0937                          STATION DESCRIPTION
 FB0937
 FB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0937'2.8 MI SE FROM DEL RIO.
 FB0937'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING OF
 FB0937'THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE ONE MILE
 FB0937'SOUTHEAST ALONG THE JONESTOWN ROAD, 0.75 MILE SOUTHEAST OF
 FB0937'HARMONY GROVE, 105 FEET NORTH OF THE J. JONES HOUSE, 37 FEET
 FB0937'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 30.4 FEET SOUTH
 FB0937'OF THE NORTHEAST CORNER OF THE BARNYARD FENCE, 50 FEET NORTH OF
 FB0937'GRANNY BRANCH, AND 40 FEET SOUTHWEST OF THE ROAD.  A STANDARD
 FB0937'DISK, STAMPED N 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0937'NOTE-- CAP WAS SOMEWHAT BATTERED BUT SHOULD HAVE A GOOD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2050 ***********************************************************************
 FB2050  DESIGNATION -  N 127
 FB2050  PID         -  FB2050
 FB2050  STATE/COUNTY-  TN/SEVIER
 FB2050  USGS QUAD   -  GATLINBURG (1979)
 FB2050
 FB2050                         *CURRENT SURVEY CONTROL
 FB2050  ___________________________________________________________________
 FB2050* NAD 83(1986)-  35 41 54.     (N)    083 33 24.     (W)     SCALED    
 FB2050* NAVD 88     -       486.79   (+/-2cm)    1597.1    (feet)  VERTCON   
 FB2050  ___________________________________________________________________
 FB2050  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FB2050
 FB2050  VERT ORDER  -  ? (See Below)
 FB2050
 FB2050.The horizontal coordinates were scaled from a topographic map and have
 FB2050.an estimated accuracy of +/- 6 seconds.
 FB2050
 FB2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2050.The vertical order pertains to the NGVD 29 superseded value.
 FB2050
 FB2050.The geoid height was determined by GEOID03.
 FB2050
 FB2050;                    North         East    Units  Estimated Accuracy
 FB2050;SPC TN       -   154,210.      821,100.      MT  (+/- 180 meters Scaled)
 FB2050
 FB2050                          SUPERSEDED SURVEY CONTROL
 FB2050
 FB2050  NGVD 29 (??/??/92)  486.888  (m)         1597.40   (f) ADJ UNCH    ?  
 FB2050
 FB2050.Superseded values are not recommended for survey control.
 FB2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2050.See file dsdata.txt to determine how the superseded data were derived.
 FB2050
 FB2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV686535(NAD 83)
 FB2050_MARKER: DB = BENCH MARK DISK
 FB2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2050_STAMPING: N 127 1935
 FB2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2050+STABILITY: SURFACE MOTION
 FB2050
 FB2050  HISTORY     - Date     Condition        Report By
 FB2050  HISTORY     - 1935     MONUMENTED       CGS
 FB2050
 FB2050                          STATION DESCRIPTION
 FB2050
 FB2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2050'0.9 MI E FROM TOWNSEND.
 FB2050'IN SEVIER COUNTY, 0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM
 FB2050'TOWNSEND, BLOUNT COUNTY, THENCE 3.9 MILES NORTHEAST ALONG THE
 FB2050'WEAR VALLEY ROAD, 500 FEET NORTHEAST OF THE BLOUNT-SEVIER COUNTY
 FB2050'LINE, AT HEADRICK CHAPEL, 60 FEET WEST OF THE CEMETERY, 63.4
 FB2050'FEET NORTHEAST OF A 12-INCH TWIN WHITE-OAK TREE, 45.7 FEET
 FB2050'SOUTHEAST OF A 20-INCH WHITE-OAK TREE, AND 2 FEET SOUTHWEST OF
 FB2050'THE CHAPEL.  A STANDARD DISK, STAMPED N 127 1935 AND SET IN THE
 FB2050'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1827 ***********************************************************************
 GA1827  DESIGNATION -  N 129
 GA1827  PID         -  GA1827
 GA1827  STATE/COUNTY-  TN/JEFFERSON
 GA1827  USGS QUAD   -  TALBOTT (1980)
 GA1827
 GA1827                         *CURRENT SURVEY CONTROL
 GA1827  ___________________________________________________________________
 GA1827* NAD 83(1986)-  36 07 49.     (N)    083 28 55.     (W)     SCALED    
 GA1827* NAVD 88     -       347.309  (meters)    1139.46   (feet)  ADJUSTED  
 GA1827  ___________________________________________________________________
 GA1827  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1827  DYNAMIC HT  -         346.988 (meters)    1138.41  (feet)  COMP
 GA1827  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 GA1827
 GA1827  VERT ORDER  -  FIRST     CLASS I
 GA1827
 GA1827.The horizontal coordinates were scaled from a topographic map and have
 GA1827.an estimated accuracy of +/- 6 seconds.
 GA1827
 GA1827.The orthometric height was determined by differential leveling
 GA1827.and adjusted by the National Geodetic Survey in June 1991..
 GA1827
 GA1827.The geoid height was determined by GEOID03.
 GA1827
 GA1827.The dynamic height is computed by dividing the NAVD 88
 GA1827.geopotential number by the normal gravity value computed on the
 GA1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1827.degrees latitude (g = 980.6199 gals.).
 GA1827
 GA1827.The modeled gravity was interpolated from observed gravity values.
 GA1827
 GA1827;                    North         East    Units  Estimated Accuracy
 GA1827;SPC TN       -   202,290.      826,630.      MT  (+/- 180 meters Scaled)
 GA1827
 GA1827                          SUPERSEDED SURVEY CONTROL
 GA1827
 GA1827  NGVD 29 (??/??/92)  347.435  (m)         1139.88   (f) ADJ UNCH    1 1
 GA1827
 GA1827.Superseded values are not recommended for survey control.
 GA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1827.See file dsdata.txt to determine how the superseded data were derived.
 GA1827
 GA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA766012(NAD 83)
 GA1827_MARKER: DB = BENCH MARK DISK
 GA1827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1827_SP_SET: OVERPASS
 GA1827_STAMPING: N 129 1936
 GA1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1827
 GA1827  HISTORY     - Date     Condition        Report By
 GA1827  HISTORY     - 1936     MONUMENTED       CGS
 GA1827  HISTORY     - 1967     GOOD             NGS
 GA1827
 GA1827                          STATION DESCRIPTION
 GA1827
 GA1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1827'0.6 MI E FROM JEFFERSON CITY.
 GA1827'ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA1827'AT JEFFERSON CITY, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 GA1827'PIER SOUTH OF THE MAIN TRACK FOR THE ANDREW JOHNSON OVERPASS OVER
 GA1827'THE TRACK, 8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 GA1827'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE
 GA1827'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0778 ***********************************************************************
 GD0778  DESIGNATION -  N 13
 GD0778  PID         -  GD0778
 GD0778  STATE/COUNTY-  TN/OBION
 GD0778  USGS QUAD   -  OBION (1983)
 GD0778
 GD0778                         *CURRENT SURVEY CONTROL
 GD0778  ___________________________________________________________________
 GD0778* NAD 83(1986)-  36 20 11.     (N)    089 11 13.     (W)     SCALED    
 GD0778* NAVD 88     -       110.324  (meters)     361.95   (feet)  ADJUSTED  
 GD0778  ___________________________________________________________________
 GD0778  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD0778  DYNAMIC HT  -         110.233 (meters)     361.66  (feet)  COMP
 GD0778  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GD0778
 GD0778  VERT ORDER  -  SECOND    CLASS 0
 GD0778
 GD0778.The horizontal coordinates were scaled from a topographic map and have
 GD0778.an estimated accuracy of +/- 6 seconds.
 GD0778
 GD0778.The orthometric height was determined by differential leveling
 GD0778.and adjusted by the National Geodetic Survey in June 1991..
 GD0778
 GD0778.The geoid height was determined by GEOID03.
 GD0778
 GD0778.The dynamic height is computed by dividing the NAVD 88
 GD0778.geopotential number by the normal gravity value computed on the
 GD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0778.degrees latitude (g = 980.6199 gals.).
 GD0778
 GD0778.The modeled gravity was interpolated from observed gravity values.
 GD0778
 GD0778;                    North         East    Units  Estimated Accuracy
 GD0778;SPC TN       -   226,900.      313,930.      MT  (+/- 180 meters Scaled)
 GD0778
 GD0778                          SUPERSEDED SURVEY CONTROL
 GD0778
 GD0778  NGVD 29 (??/??/??)  110.290  (m)          361.84   (f) ADJUSTED    2 0
 GD0778
 GD0778.Superseded values are not recommended for survey control.
 GD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0778.See file dsdata.txt to determine how the superseded data were derived.
 GD0778
 GD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF037234(NAD 83)
 GD0778_MARKER: DB = BENCH MARK DISK
 GD0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0778_STAMPING: N 13 1935
 GD0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0778+STABILITY: SURFACE MOTION
 GD0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0778+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 GD0778
 GD0778  HISTORY     - Date     Condition        Report By
 GD0778  HISTORY     - 1935     MONUMENTED       CGS
 GD0778  HISTORY     - 1967     GOOD             CGS
 GD0778  HISTORY     - 20020729 GOOD             USACE
 GD0778
 GD0778                          STATION DESCRIPTION
 GD0778
 GD0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0778'1.3 MI W FROM TROY.
 GD0778'THE MARK IS ABOUT 1.3 MILES WEST ALONG STATE ROUTE 21 FROM THE
 GD0778'SOUTHEAST CORNER OF THE PUBLIC SQUARE IN TROY, IN THE NORTHWEST
 GD0778'CORNER OF A FARMHOUSE YARD, 39 FEET NORTH OF THE APPROXIMATE
 GD0778'CENTER OF STATE ROUTE 21, 9 FEET SOUTH OF A FENCE CORNER POST,
 GD0778'AND 0.5 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN IN A
 GD0778'FENCE.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 GD0778'6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD0778'N 13 1935.
 GD0778
 GD0778                          STATION RECOVERY (2002)
 GD0778
 GD0778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0778'DESCRIPTION IN DATABASE STATES MARK IS 39 FT N OF HWY 21.
 GD0778'THIS SHOULD BE CHANGED TO 39 FT S OF HWY 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0608 ***********************************************************************
 GB0608  DESIGNATION -  N 131
 GB0608  PID         -  GB0608
 GB0608  STATE/COUNTY-  TN/CAMPBELL
 GB0608  USGS QUAD   -  LA FOLLETTE (1990)
 GB0608
 GB0608                         *CURRENT SURVEY CONTROL
 GB0608  ___________________________________________________________________
 GB0608* NAD 83(1986)-  36 22 56.     (N)    084 07 15.     (W)     SCALED    
 GB0608* NAVD 88     -       323.411  (meters)    1061.06   (feet)  ADJUSTED  
 GB0608  ___________________________________________________________________
 GB0608  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0608  DYNAMIC HT  -         323.121 (meters)    1060.11  (feet)  COMP
 GB0608  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 GB0608
 GB0608  VERT ORDER  -  SECOND    CLASS 0
 GB0608
 GB0608.The horizontal coordinates were scaled from a topographic map and have
 GB0608.an estimated accuracy of +/- 6 seconds.
 GB0608
 GB0608.The orthometric height was determined by differential leveling
 GB0608.and adjusted by the National Geodetic Survey in June 1991..
 GB0608
 GB0608.The geoid height was determined by GEOID03.
 GB0608
 GB0608.The dynamic height is computed by dividing the NAVD 88
 GB0608.geopotential number by the normal gravity value computed on the
 GB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0608.degrees latitude (g = 980.6199 gals.).
 GB0608
 GB0608.The modeled gravity was interpolated from observed gravity values.
 GB0608
 GB0608;                    North         East    Units  Estimated Accuracy
 GB0608;SPC TN       -   228,950.      768,600.      MT  (+/- 180 meters Scaled)
 GB0608
 GB0608                          SUPERSEDED SURVEY CONTROL
 GB0608
 GB0608  NGVD 29 (??/??/92)  323.532  (m)         1061.45   (f) ADJ UNCH    2 0
 GB0608
 GB0608.Superseded values are not recommended for survey control.
 GB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0608.See file dsdata.txt to determine how the superseded data were derived.
 GB0608
 GB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582301(NAD 83)
 GB0608_MARKER: DB = BENCH MARK DISK
 GB0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0608_SP_SET: ABUTMENT
 GB0608_STAMPING: N 131 1936
 GB0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0608
 GB0608  HISTORY     - Date     Condition        Report By
 GB0608  HISTORY     - 1936     MONUMENTED       CGS
 GB0608  HISTORY     - 1949     GOOD             NGS
 GB0608  HISTORY     - 1952     GOOD             TVA
 GB0608  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0608
 GB0608                          STATION DESCRIPTION
 GB0608
 GB0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0608'AT LA FOLLETTE.
 GB0608'AT LA FOLLETTE, CAMPBELL COUNTY, ON STATE HIGHWAY 63, ABOUT 0.1
 GB0608'MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25 W (CROSSING
 GB0608'OF TENNESSEE STREET AND CENTRAL AVENUE) AT THE CENTRAL AVENUE
 GB0608'BRIDGE OVER BIG CREEK, IN THE TOP OF THE NORTHEAST WINGWALL OF
 GB0608'THE NORTH ABUTMENT, ABOUT 16 YARDS NORTH OF THE CENTERLINE OF
 GB0608'STATE HIGHWAY 63, AND 5 FEET NORTHEAST OF A DEDICATION TABLET.
 GB0608'A STANDARD DISK, STAMPED N 131 1936.
 GB0608
 GB0608                          STATION RECOVERY (1952)
 GB0608
 GB0608'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0608'RECOVERED IN GOOD CONDITION.
 GB0608
 GB0608                          STATION RECOVERY (1980)
 GB0608
 GB0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0729 ***********************************************************************
 FC0729  DESIGNATION -  N 133
 FC0729  PID         -  FC0729
 FC0729  STATE/COUNTY-  TN/ROANE
 FC0729  USGS QUAD   -  HARRIMAN (1980)
 FC0729
 FC0729                         *CURRENT SURVEY CONTROL
 FC0729  ___________________________________________________________________
 FC0729* NAD 83(1986)-  35 53 39.     (N)    084 34 03.     (W)     SCALED    
 FC0729* NAVD 88     -       289.959  (meters)     951.31   (feet)  ADJUSTED  
 FC0729  ___________________________________________________________________
 FC0729  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0729  DYNAMIC HT  -         289.691 (meters)     950.43  (feet)  COMP
 FC0729  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FC0729
 FC0729  VERT ORDER  -  SECOND    CLASS 0
 FC0729
 FC0729.The horizontal coordinates were scaled from a topographic map and have
 FC0729.an estimated accuracy of +/- 6 seconds.
 FC0729
 FC0729.The orthometric height was determined by differential leveling
 FC0729.and adjusted by the National Geodetic Survey in June 1991..
 FC0729
 FC0729.The geoid height was determined by GEOID03.
 FC0729
 FC0729.The dynamic height is computed by dividing the NAVD 88
 FC0729.geopotential number by the normal gravity value computed on the
 FC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0729.degrees latitude (g = 980.6199 gals.).
 FC0729
 FC0729.The modeled gravity was interpolated from observed gravity values.
 FC0729
 FC0729;                    North         East    Units  Estimated Accuracy
 FC0729;SPC TN       -   174,120.      729,320.      MT  (+/- 180 meters Scaled)
 FC0729
 FC0729                          SUPERSEDED SURVEY CONTROL
 FC0729
 FC0729  NGVD 29 (??/??/92)  290.071  (m)          951.67   (f) ADJ UNCH    2 0
 FC0729
 FC0729.Superseded values are not recommended for survey control.
 FC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0729.See file dsdata.txt to determine how the superseded data were derived.
 FC0729
 FC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195749(NAD 83)
 FC0729_MARKER: DD = SURVEY DISK
 FC0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0729_STAMPING: N 133 1936
 FC0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0729+STABILITY: SURFACE MOTION
 FC0729
 FC0729  HISTORY     - Date     Condition        Report By
 FC0729  HISTORY     - 1936     MONUMENTED       TVA
 FC0729  HISTORY     - 1949     GOOD             NGS
 FC0729
 FC0729                          STATION DESCRIPTION
 FC0729
 FC0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0729'3.5 MI S FROM HARRIMAN.
 FC0729'3.5 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL, AT
 FC0729'HARRIMAN, ROANE COUNTY, 1.0 MILE SOUTH OF THE MONKS SERVICE
 FC0729'STATION, 1.2 MILES NORTH OF A SHELLEY SERVICE STATION, 14 YARDS
 FC0729'SOUTHEAST OF THE DOOR OF THE P.D. MOORE FRAMEHOUSE, 34 YARDS
 FC0729'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER.
 FC0729'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED N 133 1936
 FC0729'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0944 ***********************************************************************
 FE0944  DESIGNATION -  N 134
 FE0944  PID         -  FE0944
 FE0944  STATE/COUNTY-  TN/LAUDERDALE
 FE0944  USGS QUAD   -  GATES (1983)
 FE0944
 FE0944                         *CURRENT SURVEY CONTROL
 FE0944  ___________________________________________________________________
 FE0944* NAD 83(1986)-  35 48 01.     (N)    089 27 54.     (W)     SCALED    
 FE0944* NAVD 88     -       128.833  (meters)     422.68   (feet)  ADJUSTED  
 FE0944  ___________________________________________________________________
 FE0944  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0944  DYNAMIC HT  -         128.722 (meters)     422.32  (feet)  COMP
 FE0944  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 FE0944
 FE0944  VERT ORDER  -  FIRST     CLASS I
 FE0944
 FE0944.The horizontal coordinates were scaled from a topographic map and have
 FE0944.an estimated accuracy of +/- 6 seconds.
 FE0944
 FE0944.The orthometric height was determined by differential leveling
 FE0944.and adjusted by the National Geodetic Survey in June 1991..
 FE0944
 FE0944.The geoid height was determined by GEOID03.
 FE0944
 FE0944.The dynamic height is computed by dividing the NAVD 88
 FE0944.geopotential number by the normal gravity value computed on the
 FE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0944.degrees latitude (g = 980.6199 gals.).
 FE0944
 FE0944.The modeled gravity was interpolated from observed gravity values.
 FE0944
 FE0944;                    North         East    Units  Estimated Accuracy
 FE0944;SPC TN       -   168,300.      286,880.      MT  (+/- 180 meters Scaled)
 FE0944
 FE0944                          SUPERSEDED SURVEY CONTROL
 FE0944
 FE0944  NGVD 29 (??/??/??)  128.783  (m)          422.52   (f) ADJUSTED    1 1
 FE0944
 FE0944.Superseded values are not recommended for survey control.
 FE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0944.See file dsdata.txt to determine how the superseded data were derived.
 FE0944
 FE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE772646(NAD 83)
 FE0944_MARKER: DB = BENCH MARK DISK
 FE0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0944_SP_SET: CULVERT
 FE0944_STAMPING: N 134 1957
 FE0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0944+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 FE0944
 FE0944  HISTORY     - Date     Condition        Report By
 FE0944  HISTORY     - 1957     MONUMENTED       CGS
 FE0944  HISTORY     - 1974     GOOD             NGS
 FE0944  HISTORY     - 20020803 GOOD             USACE
 FE0944
 FE0944                          STATION DESCRIPTION
 FE0944
 FE0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0944'4.2 MI SW FROM GATES.
 FE0944'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE0944'JUNCTION OF STATE HIGHWAY 88 AT GATES, 0.55 MILE SOUTHWEST OF
 FE0944'THE INTERSECTION OF CURVE-NANKIPOO ROAD AND SCHOOL HOUSE IN
 FE0944'SMALL COMMUNITY OF CURVE, 66 1/2 FEET EAST OF THE SOUTHWEST
 FE0944'CORNER OF A SMALL SHACK LIKE HOUSE WITH IMITATION BRICK SIDING,
 FE0944'82.8 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE
 FE0944'CABLE MARKER N60, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FE0944'SET IN TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 FE0944'4-FOOT BOX CULVERT, 2 FEET BELOW LEVEL OF THE HIGHWAY.
 FE0944
 FE0944                          STATION RECOVERY (2002)
 FE0944
 FE0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0944'OLD HWY 51 IS NOW STATE HWY 209.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0805 ***********************************************************************
 FE0805  DESIGNATION -  N 14
 FE0805  PID         -  FE0805
 FE0805  STATE/COUNTY-  TN/GIBSON
 FE0805  USGS QUAD   -  TRENTON (1981)
 FE0805
 FE0805                         *CURRENT SURVEY CONTROL
 FE0805  ___________________________________________________________________
 FE0805* NAD 83(1986)-  35 56 45.     (N)    088 57 08.     (W)     SCALED    
 FE0805* NAVD 88     -       100.848  (meters)     330.87   (feet)  ADJUSTED  
 FE0805  ___________________________________________________________________
 FE0805  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0805  DYNAMIC HT  -         100.762 (meters)     330.58  (feet)  COMP
 FE0805  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 FE0805
 FE0805  VERT ORDER  -  SECOND    CLASS 0
 FE0805
 FE0805.The horizontal coordinates were scaled from a topographic map and have
 FE0805.an estimated accuracy of +/- 6 seconds.
 FE0805
 FE0805.The orthometric height was determined by differential leveling
 FE0805.and adjusted by the National Geodetic Survey in June 1991..
 FE0805
 FE0805.The geoid height was determined by GEOID03.
 FE0805
 FE0805.The dynamic height is computed by dividing the NAVD 88
 FE0805.geopotential number by the normal gravity value computed on the
 FE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0805.degrees latitude (g = 980.6199 gals.).
 FE0805
 FE0805.The modeled gravity was interpolated from observed gravity values.
 FE0805
 FE0805;                    North         East    Units  Estimated Accuracy
 FE0805;SPC TN       -   182,920.      333,690.      MT  (+/- 180 meters Scaled)
 FE0805
 FE0805                          SUPERSEDED SURVEY CONTROL
 FE0805
 FE0805  NGVD 29 (??/??/??)  100.887  (m)          330.99   (f) ADJUSTED    2 0
 FE0805
 FE0805.Superseded values are not recommended for survey control.
 FE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0805.See file dsdata.txt to determine how the superseded data were derived.
 FE0805
 FE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE239797(NAD 83)
 FE0805_MARKER: DB = BENCH MARK DISK
 FE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0805_STAMPING: N 14 1935
 FE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0805+STABILITY: SURFACE MOTION
 FE0805
 FE0805  HISTORY     - Date     Condition        Report By
 FE0805  HISTORY     - 1935     MONUMENTED       CGS
 FE0805  HISTORY     - 20020419 MARK NOT FOUND   USACE
 FE0805
 FE0805                          STATION DESCRIPTION
 FE0805
 FE0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0805'2.4 MI S FROM TRENTON.
 FE0805'2.4 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0805'CITY WATER WORKS AT TRENTON, GIBSON COUNTY, AT MILEAGE 411.9,
 FE0805'45 FEET SOUTH OF BRIDGE 411.92, 39 FEET EAST OF THE CENTERLINE
 FE0805'OF THE TRACK, AND 1 FOOT FROM THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE0805'DISK, STAMPED N 14 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0805
 FE0805                          STATION RECOVERY (2002)
 FE0805
 FE0805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0805'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0471 ***********************************************************************
 FC0471  DESIGNATION -  N 15
 FC0471  PID         -  FC0471
 FC0471  STATE/COUNTY-  TN/MCMINN
 FC0471  USGS QUAD   -  RICEVILLE (1990)
 FC0471
 FC0471                         *CURRENT SURVEY CONTROL
 FC0471  ___________________________________________________________________
 FC0471* NAD 83(1986)-  35 28 52.     (N)    084 41 54.     (W)     SCALED    
 FC0471* NAVD 88     -       236.520  (meters)     775.98   (feet)  ADJUSTED  
 FC0471  ___________________________________________________________________
 FC0471  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0471  DYNAMIC HT  -         236.290 (meters)     775.23  (feet)  COMP
 FC0471  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC0471
 FC0471  VERT ORDER  -  SECOND    CLASS 0
 FC0471
 FC0471.The horizontal coordinates were scaled from a topographic map and have
 FC0471.an estimated accuracy of +/- 6 seconds.
 FC0471
 FC0471.The orthometric height was determined by differential leveling
 FC0471.and adjusted by the National Geodetic Survey in June 1991..
 FC0471
 FC0471.The geoid height was determined by GEOID03.
 FC0471
 FC0471.The dynamic height is computed by dividing the NAVD 88
 FC0471.geopotential number by the normal gravity value computed on the
 FC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0471.degrees latitude (g = 980.6199 gals.).
 FC0471
 FC0471.The modeled gravity was interpolated from observed gravity values.
 FC0471
 FC0471;                    North         East    Units  Estimated Accuracy
 FC0471;SPC TN       -   128,130.      718,120.      MT  (+/- 180 meters Scaled)
 FC0471
 FC0471                          SUPERSEDED SURVEY CONTROL
 FC0471
 FC0471  NGVD 29 (??/??/92)  236.588  (m)          776.21   (f) ADJ UNCH    2 0
 FC0471
 FC0471.Superseded values are not recommended for survey control.
 FC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0471.See file dsdata.txt to determine how the superseded data were derived.
 FC0471
 FC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE088288(NAD 83)
 FC0471_MARKER: DB = BENCH MARK DISK
 FC0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0471_SP_SET: BRIDGE
 FC0471_STAMPING: N 15 1933
 FC0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0471
 FC0471  HISTORY     - Date     Condition        Report By
 FC0471  HISTORY     - 1933     MONUMENTED       CGS
 FC0471  HISTORY     - 1949     GOOD             NGS
 FC0471
 FC0471                          STATION DESCRIPTION
 FC0471
 FC0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0471'6.2 MI E FROM DECATUR.
 FC0471'IN MC MINN COUNTY, 6.2 MILES EAST ALONG STATE HIGHWAY 30 FROM
 FC0471'THE COUNTY COURTHOUSE AT DECATUR, MEIGS COUNTY, AT THE EAST END
 FC0471'OF A 5-SPAN CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 FC0471'NORTH WINGWALL, 14.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 FC0471'A STANDARD DISK, STAMPED N 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0819 ***********************************************************************
 GD0819  DESIGNATION -  N 151
 GD0819  PID         -  GD0819
 GD0819  STATE/COUNTY-  TN/DYER
 GD0819  USGS QUAD   -  DYERSBURG (1983)
 GD0819
 GD0819                         *CURRENT SURVEY CONTROL
 GD0819  ___________________________________________________________________
 GD0819* NAD 83(1986)-  36 00 42.     (N)    089 23 44.     (W)     SCALED    
 GD0819* NAVD 88     -        82.987  (meters)     272.27   (feet)  ADJUSTED  
 GD0819  ___________________________________________________________________
 GD0819  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0819  DYNAMIC HT  -          82.917 (meters)     272.04  (feet)  COMP
 GD0819  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0819
 GD0819  VERT ORDER  -  SECOND    CLASS 0
 GD0819
 GD0819.The horizontal coordinates were scaled from a topographic map and have
 GD0819.an estimated accuracy of +/- 6 seconds.
 GD0819
 GD0819.The orthometric height was determined by differential leveling
 GD0819.and adjusted by the National Geodetic Survey in June 1991..
 GD0819
 GD0819.The geoid height was determined by GEOID03.
 GD0819
 GD0819.The dynamic height is computed by dividing the NAVD 88
 GD0819.geopotential number by the normal gravity value computed on the
 GD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0819.degrees latitude (g = 980.6199 gals.).
 GD0819
 GD0819.The modeled gravity was interpolated from observed gravity values.
 GD0819
 GD0819;                    North         East    Units  Estimated Accuracy
 GD0819;SPC TN       -   191,520.      293,970.      MT  (+/- 180 meters Scaled)
 GD0819
 GD0819                          SUPERSEDED SURVEY CONTROL
 GD0819
 GD0819  NGVD 29 (??/??/??)   82.998  (m)          272.30   (f) ADJUSTED    2 0
 GD0819
 GD0819.Superseded values are not recommended for survey control.
 GD0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0819.See file dsdata.txt to determine how the superseded data were derived.
 GD0819
 GD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE841878(NAD 83)
 GD0819_MARKER: DB = BENCH MARK DISK
 GD0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0819_STAMPING: N 151 1943
 GD0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0819+STABILITY: SURFACE MOTION
 GD0819
 GD0819  HISTORY     - Date     Condition        Report By
 GD0819  HISTORY     - 1943     MONUMENTED       CGS
 GD0819  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0819
 GD0819                          STATION DESCRIPTION
 GD0819
 GD0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0819'1.5 MI S FROM DYERSBURG.
 GD0819'1.5 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE AT
 GD0819'DYERSBURG, DYER COUNTY, TO THE INTERSECTION OF A GRAVEL ROAD
 GD0819'LEADING WEST AND TO THE BENCH MARK.  THE BENCH MARK IS 70 FEET
 GD0819'NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING WEST, 31.8 FEET
 GD0819'WEST OF AND 1 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY, 2.3 FEET
 GD0819'WEST OF TELEPHONE POLE NO. 19 AND 1.7 FOOT NORTH OF A 4 IN X 4 IN
 GD0819'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 151 1943
 GD0819'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 GD0819'NOTE-- CONDITIONS AT THE SITE OF THE STATION INDICATES THAT THIS
 GD0819'MARK MAY HAVE BEEN DESTROYED BY NEW LANDSCAPING.  THE STATION IS
 GD0819'NEAR THE LOCATION OF THE DYERSBURG PLAZA COURT.  A GOOD SIZE
 GD0819'BLOCK OF CONCRETE WAS FOUND AT THIS SITE, WHICH MAY HAVE BEEN A
 GD0819'PORTION OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1758 ***********************************************************************
 FE1758  DESIGNATION -  N 152
 FE1758  PID         -  FE1758
 FE1758  STATE/COUNTY-  TN/DYER
 FE1758  USGS QUAD   -  KNOB CREEK (1972)
 FE1758
 FE1758                         *CURRENT SURVEY CONTROL
 FE1758  ___________________________________________________________________
 FE1758* NAD 83(1986)-  35 56 19.     (N)    089 34 40.     (W)     SCALED    
 FE1758* NAVD 88     -        79.240  (meters)     259.97   (feet)  ADJUSTED  
 FE1758  ___________________________________________________________________
 FE1758  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1758  DYNAMIC HT  -          79.173 (meters)     259.75  (feet)  COMP
 FE1758  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1758
 FE1758  VERT ORDER  -  SECOND    CLASS 0
 FE1758
 FE1758.The horizontal coordinates were scaled from a topographic map and have
 FE1758.an estimated accuracy of +/- 6 seconds.
 FE1758
 FE1758.The orthometric height was determined by differential leveling
 FE1758.and adjusted by the National Geodetic Survey in June 1991..
 FE1758
 FE1758.The geoid height was determined by GEOID03.
 FE1758
 FE1758.The dynamic height is computed by dividing the NAVD 88
 FE1758.geopotential number by the normal gravity value computed on the
 FE1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1758.degrees latitude (g = 980.6199 gals.).
 FE1758
 FE1758.The modeled gravity was interpolated from observed gravity values.
 FE1758
 FE1758;                    North         East    Units  Estimated Accuracy
 FE1758;SPC TN       -   184,000.      277,250.      MT  (+/- 180 meters Scaled)
 FE1758
 FE1758                          SUPERSEDED SURVEY CONTROL
 FE1758
 FE1758  NGVD 29 (??/??/??)   79.179  (m)          259.77   (f) ADJUSTED    2 0
 FE1758
 FE1758.Superseded values are not recommended for survey control.
 FE1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1758.See file dsdata.txt to determine how the superseded data were derived.
 FE1758
 FE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE674802(NAD 83)
 FE1758_MARKER: DB = BENCH MARK DISK
 FE1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1758_STAMPING: N 152 1943
 FE1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1758+STABILITY: SURFACE MOTION
 FE1758
 FE1758  HISTORY     - Date     Condition        Report By
 FE1758  HISTORY     - 1943     MONUMENTED       CGS
 FE1758  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1758
 FE1758                          STATION DESCRIPTION
 FE1758
 FE1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1758'4.6 MI NE FROM HALES POINT.
 FE1758'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE
 FE1758'PUBLIC SCHOOL AT HALES POINT, LAUDERDALE COUNTY, THENCE 1.5 MILES
 FE1758'NORTH ALONG A PAVED ROAD, AT A LARGE TWO-STORY FRAMEHOUSE, 30 FEET
 FE1758'NORTHWEST OF THE CENTERLINE OF THE ROAD, 4.5 FEET EAST OF THE
 FE1758'SOUTHEAST CORNER OF THE HOUSE, 2.5 FEET NORTH OF A WHITE WOODEN
 FE1758'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FE1758'N 152 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 FE1758'FOOT ABOVE GROUND.
 FE1758
 FE1758                          STATION RECOVERY (2002)
 FE1758
 FE1758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0924 ***********************************************************************
 GD0924  DESIGNATION -  N 154
 GD0924  PID         -  GD0924
 GD0924  STATE/COUNTY-  TN/DYER
 GD0924  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0924
 GD0924                         *CURRENT SURVEY CONTROL
 GD0924  ___________________________________________________________________
 GD0924* NAD 83(1986)-  36 02 09.     (N)    089 30 00.     (W)     SCALED    
 GD0924* NAVD 88     -        82.197  (meters)     269.67   (feet)  ADJUSTED  
 GD0924  ___________________________________________________________________
 GD0924  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0924  DYNAMIC HT  -          82.127 (meters)     269.44  (feet)  COMP
 GD0924  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 GD0924
 GD0924  VERT ORDER  -  SECOND    CLASS 0
 GD0924
 GD0924.The horizontal coordinates were scaled from a topographic map and have
 GD0924.an estimated accuracy of +/- 6 seconds.
 GD0924
 GD0924.The orthometric height was determined by differential leveling
 GD0924.and adjusted by the National Geodetic Survey in June 1991..
 GD0924
 GD0924.The geoid height was determined by GEOID03.
 GD0924
 GD0924.The dynamic height is computed by dividing the NAVD 88
 GD0924.geopotential number by the normal gravity value computed on the
 GD0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0924.degrees latitude (g = 980.6199 gals.).
 GD0924
 GD0924.The modeled gravity was interpolated from observed gravity values.
 GD0924
 GD0924;                    North         East    Units  Estimated Accuracy
 GD0924;SPC TN       -   194,530.      284,650.      MT  (+/- 180 meters Scaled)
 GD0924
 GD0924                          SUPERSEDED SURVEY CONTROL
 GD0924
 GD0924  NGVD 29 (??/??/??)   82.125  (m)          269.44   (f) ADJUSTED    2 0
 GD0924
 GD0924.Superseded values are not recommended for survey control.
 GD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0924.See file dsdata.txt to determine how the superseded data were derived.
 GD0924
 GD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE747908(NAD 83)
 GD0924_MARKER: DB = BENCH MARK DISK
 GD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0924_STAMPING: N 154 1943
 GD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0924+STABILITY: SURFACE MOTION
 GD0924
 GD0924  HISTORY     - Date     Condition        Report By
 GD0924  HISTORY     - 1943     MONUMENTED       CGS
 GD0924  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0924
 GD0924                          STATION DESCRIPTION
 GD0924
 GD0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0924'1 MI W FROM FINLEY.
 GD0924'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0924'FINLEY, AT A CROSSROADS KNOWN AS BIG BOY JUNCTION, 60.5 FEET
 GD0924'WEST OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE PAVED
 GD0924'ROAD LEADING SOUTH, 52.6 FEET SOUTH OF THE CENTERLINE OF THE
 GD0924'HIGHWAY, NEAR A COTTON GIN, 9.8 FEET WEST OF THE NORTH CORNER OF
 GD0924'A HOUSE BELONGING TO THE COTTON GIN, 4.9 FEET SOUTHWEST OF A
 GD0924'TELEPHONE POLE AT AN ANGLE IN THE TELEPHONE LINE AND POINT WHERE
 GD0924'A POWERLINE CROSSES, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 GD0924'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GD0924'N 154 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0471 ***********************************************************************
 FE0471  DESIGNATION -  N 154
 FE0471  PID         -  FE0471
 FE0471  STATE/COUNTY-  TN/MCNAIRY
 FE0471  USGS QUAD   -  POCAHONTAS (1950)
 FE0471
 FE0471                         *CURRENT SURVEY CONTROL
 FE0471  ___________________________________________________________________
 FE0471* NAD 83(1986)-  35 02 48.     (N)    088 45 54.     (W)     SCALED    
 FE0471* NAVD 88     -       115.789  (meters)     379.88   (feet)  ADJUSTED  
 FE0471  ___________________________________________________________________
 FE0471  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0471  DYNAMIC HT  -         115.678 (meters)     379.52  (feet)  COMP
 FE0471  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FE0471
 FE0471  VERT ORDER  -  FIRST     CLASS II
 FE0471
 FE0471.The horizontal coordinates were scaled from a topographic map and have
 FE0471.an estimated accuracy of +/- 6 seconds.
 FE0471
 FE0471.The orthometric height was determined by differential leveling
 FE0471.and adjusted by the National Geodetic Survey in June 1991..
 FE0471
 FE0471.The geoid height was determined by GEOID03.
 FE0471
 FE0471.The dynamic height is computed by dividing the NAVD 88
 FE0471.geopotential number by the normal gravity value computed on the
 FE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0471.degrees latitude (g = 980.6199 gals.).
 FE0471
 FE0471.The modeled gravity was interpolated from observed gravity values.
 FE0471
 FE0471;                    North         East    Units  Estimated Accuracy
 FE0471;SPC TN       -    82,710.      347,760.      MT  (+/- 180 meters Scaled)
 FE0471
 FE0471                          SUPERSEDED SURVEY CONTROL
 FE0471
 FE0471  NGVD 29 (??/??/??)  115.770  (m)          379.82   (f) ADJUSTED    1 2
 FE0471
 FE0471.Superseded values are not recommended for survey control.
 FE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0471.See file dsdata.txt to determine how the superseded data were derived.
 FE0471
 FE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD390796(NAD 83)
 FE0471_MARKER: DB = BENCH MARK DISK
 FE0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0471_SP_SET: CONCRETE BASE
 FE0471_STAMPING: N 154 1944
 FE0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0471
 FE0471  HISTORY     - Date     Condition        Report By
 FE0471  HISTORY     - 1944     MONUMENTED       CGS
 FE0471  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0471
 FE0471                          STATION DESCRIPTION
 FE0471
 FE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0471'2.2 MI E FROM POCAHONTAS.
 FE0471'IN MCNAIRY  COUNTY, 2.2 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0471'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0471'4753 A, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 FE0471'BASE, 9.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE0471'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 154 1944.
 FE0471
 FE0471                          STATION RECOVERY (1983)
 FE0471
 FE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0471'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0270 ***********************************************************************
 FE0270  DESIGNATION -  N 155
 FE0270  PID         -  FE0270
 FE0270  STATE/COUNTY-  TN/HARDIN
 FE0270  USGS QUAD   -  PICKWICK (1972)
 FE0270
 FE0270                         *CURRENT SURVEY CONTROL
 FE0270  ___________________________________________________________________
 FE0270* NAD 83(1986)-  35 01 37.     (N)    088 14 07.     (W)     SCALED    
 FE0270* NAVD 88     -       176.698  (meters)     579.72   (feet)  ADJUSTED  
 FE0270  ___________________________________________________________________
 FE0270  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE0270  DYNAMIC HT  -         176.535 (meters)     579.18  (feet)  COMP
 FE0270  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FE0270
 FE0270  VERT ORDER  -  FIRST     CLASS II
 FE0270
 FE0270.The horizontal coordinates were scaled from a topographic map and have
 FE0270.an estimated accuracy of +/- 6 seconds.
 FE0270
 FE0270.The orthometric height was determined by differential leveling
 FE0270.and adjusted by the National Geodetic Survey in June 1991..
 FE0270
 FE0270.The geoid height was determined by GEOID03.
 FE0270
 FE0270.The dynamic height is computed by dividing the NAVD 88
 FE0270.geopotential number by the normal gravity value computed on the
 FE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0270.degrees latitude (g = 980.6199 gals.).
 FE0270
 FE0270.The modeled gravity was interpolated from observed gravity values.
 FE0270
 FE0270;                    North         East    Units  Estimated Accuracy
 FE0270;SPC TN       -    79,290.      396,020.      MT  (+/- 180 meters Scaled)
 FE0270
 FE0270                          SUPERSEDED SURVEY CONTROL
 FE0270
 FE0270  NGVD 29 (??/??/??)  176.706  (m)          579.74   (f) ADJUSTED    1 2
 FE0270
 FE0270.Superseded values are not recommended for survey control.
 FE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0270.See file dsdata.txt to determine how the superseded data were derived.
 FE0270
 FE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD873767(NAD 83)
 FE0270_MARKER: DB = BENCH MARK DISK
 FE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0270_STAMPING: N 155 1944
 FE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0270+STABILITY: SURFACE MOTION
 FE0270
 FE0270  HISTORY     - Date     Condition        Report By
 FE0270  HISTORY     - 1944     MONUMENTED       CGS
 FE0270  HISTORY     - 1949     GOOD             CGS
 FE0270  HISTORY     - 1972     GOOD             TVA
 FE0270
 FE0270                          STATION DESCRIPTION
 FE0270
 FE0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0270'1.9 MI S FROM PICKWICK DAM.
 FE0270'1.9 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0270'PICKWICK DAM, HARDIN COUNTY, AT A TRACK-ROAD INTERSECTION, 37
 FE0270'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 FE0270'SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 2 FEET NORTH OF
 FE0270'A WHITE WOODEN WITNESS POST, 2 FEET WEST OF A STEEL POST, AND
 FE0270'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 155 1944 AND
 FE0270'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FE0270'GROUND.  NOTE-- MONUMENT IS .44 FT NW FROM CENTERLINE OF HWY 57,
 FE0270'37.0 FT NE AND ABOUT THE SAME ELEVATION AS CENTERLINE OF OLD HWY
 FE0270'57.  180 FT N FROM INTERSECTION OLD HWY AND HWY 57.  2.0 S FROM
 FE0270'POWER POLE.
 FE0270
 FE0270                          STATION RECOVERY (1972)
 FE0270
 FE0270'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0991 ***********************************************************************
 FE0991  DESIGNATION -  N 156
 FE0991  PID         -  FE0991
 FE0991  STATE/COUNTY-  TN/FAYETTE
 FE0991  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0991
 FE0991                         *CURRENT SURVEY CONTROL
 FE0991  ___________________________________________________________________
 FE0991* NAD 83(1986)-  35 02 55.     (N)    089 12 27.     (W)     SCALED    
 FE0991* NAVD 88     -       180.426  (meters)     591.95   (feet)  ADJUSTED  
 FE0991  ___________________________________________________________________
 FE0991  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0991  DYNAMIC HT  -         180.255 (meters)     591.39  (feet)  COMP
 FE0991  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FE0991
 FE0991  VERT ORDER  -  FIRST     CLASS II
 FE0991
 FE0991.The horizontal coordinates were scaled from a topographic map and have
 FE0991.an estimated accuracy of +/- 6 seconds.
 FE0991
 FE0991.The orthometric height was determined by differential leveling
 FE0991.and adjusted by the National Geodetic Survey in June 1991..
 FE0991
 FE0991.The geoid height was determined by GEOID03.
 FE0991
 FE0991.The dynamic height is computed by dividing the NAVD 88
 FE0991.geopotential number by the normal gravity value computed on the
 FE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0991.degrees latitude (g = 980.6199 gals.).
 FE0991
 FE0991.The modeled gravity was interpolated from observed gravity values.
 FE0991
 FE0991;                    North         East    Units  Estimated Accuracy
 FE0991;SPC TN       -    84,160.      307,410.      MT  (+/- 180 meters Scaled)
 FE0991
 FE0991                          SUPERSEDED SURVEY CONTROL
 FE0991
 FE0991  NGVD 29 (??/??/??)  180.364  (m)          591.74   (f) ADJUSTED    1 2
 FE0991
 FE0991.Superseded values are not recommended for survey control.
 FE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0991.See file dsdata.txt to determine how the superseded data were derived.
 FE0991
 FE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD986806(NAD 83)
 FE0991_MARKER: DB = BENCH MARK DISK
 FE0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0991_SP_SET: OVERPASS
 FE0991_STAMPING: N 156 1944
 FE0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0991
 FE0991  HISTORY     - Date     Condition        Report By
 FE0991  HISTORY     - 1944     MONUMENTED       CGS
 FE0991  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0991  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE0991
 FE0991                          STATION DESCRIPTION
 FE0991
 FE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0991'1.2 MI W FROM GRAND JUNCTION.
 FE0991'1.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0991'GRAND JUNCTION, HARDEMAN COUNTY, AT THE STATE HIGHWAY 18 OVERPASS,
 FE0991'IN THE NORTH SIDE OF THE FOOTING OF THE EAST CONCRETE COLUMN,
 FE0991'10.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER
 FE0991'THAN THE TRACK.  A STANDARD DISK, STAMPED N 156 1944 AND SET
 FE0991'VERTICALLY.
 FE0991
 FE0991                          STATION RECOVERY (1983)
 FE0991
 FE0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0991'NOT RECOVERED.  A NEW BRIDGE HAS BEEN BUILT.
 FE0991
 FE0991                          STATION RECOVERY (2006)
 FE0991
 FE0991'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0991'A PREVIOUSLY LOGGED THE BRIDGE AT THIS LOCATION IS TOO NEW TO CONTAIN
 FE0991'A 1944 MARK.  MARK NOT FOUND.  SEE FE2158 IN THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1141 ***********************************************************************
 FE1141  DESIGNATION -  N 157
 FE1141  PID         -  FE1141
 FE1141  STATE/COUNTY-  TN/SHELBY
 FE1141  USGS QUAD   -  COLLIERVILLE (1965)
 FE1141
 FE1141                         *CURRENT SURVEY CONTROL
 FE1141  ___________________________________________________________________
 FE1141* NAD 83(1986)-  35 02 27.     (N)    089 39 03.     (W)     SCALED    
 FE1141* NAVD 88     -       104.793  (meters)     343.81   (feet)  ADJUSTED  
 FE1141  ___________________________________________________________________
 FE1141  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1141  DYNAMIC HT  -         104.695 (meters)     343.49  (feet)  COMP
 FE1141  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FE1141
 FE1141  VERT ORDER  -  FIRST     CLASS II
 FE1141
 FE1141.The horizontal coordinates were scaled from a topographic map and have
 FE1141.an estimated accuracy of +/- 6 seconds.
 FE1141
 FE1141.The orthometric height was determined by differential leveling
 FE1141.and adjusted by the National Geodetic Survey in June 1991..
 FE1141
 FE1141.The geoid height was determined by GEOID03.
 FE1141
 FE1141.The dynamic height is computed by dividing the NAVD 88
 FE1141.geopotential number by the normal gravity value computed on the
 FE1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1141.degrees latitude (g = 980.6199 gals.).
 FE1141
 FE1141.The modeled gravity was interpolated from observed gravity values.
 FE1141
 FE1141;                    North         East    Units  Estimated Accuracy
 FE1141;SPC TN       -    84,710.      266,950.      MT  (+/- 180 meters Scaled)
 FE1141
 FE1141                          SUPERSEDED SURVEY CONTROL
 FE1141
 FE1141  NGVD 29 (??/??/??)  104.749  (m)          343.66   (f) ADJUSTED    1 2
 FE1141
 FE1141.Superseded values are not recommended for survey control.
 FE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1141.See file dsdata.txt to determine how the superseded data were derived.
 FE1141
 FE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD581807(NAD 83)
 FE1141_MARKER: DB = BENCH MARK DISK
 FE1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1141_STAMPING: N 157 1944
 FE1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1141+STABILITY: SURFACE MOTION
 FE1141
 FE1141  HISTORY     - Date     Condition        Report By
 FE1141  HISTORY     - 1944     MONUMENTED       CGS
 FE1141  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1141  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1141  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1141
 FE1141                          STATION DESCRIPTION
 FE1141
 FE1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1141'0.9 MI E FROM COLLIERVILLE.
 FE1141'0.9 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1141'COLLIERVILLE, SHELBY COUNTY, 270 FEET SOUTHEAST ACROSS THE
 FE1141'TRACK FROM MILEPOST 527, 258 FEET SOUTH OF THE CENTERLINE OF THE
 FE1141'TRACK, IN LINE WITH THE EAST SIDE OF A FARMHOUSE, 2 FEET EAST OF
 FE1141'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 FE1141'TRACK.  A STANDARD DISK, STAMPED N 157 1944 AND SET IN THE TOP
 FE1141'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1141
 FE1141                          STATION RECOVERY (1983)
 FE1141
 FE1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1141'NOT RECOVERED, PROBABLY DESTROYED BY NEW LANDSCAPING.
 FE1141
 FE1141                          STATION RECOVERY (1989)
 FE1141
 FE1141'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FE1141'MARK NOT FOUND.
 FE1141
 FE1141                          STATION RECOVERY (2006)
 FE1141
 FE1141'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1141'NOT FOUND, NOTHING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0524 ***********************************************************************
 FE0524  DESIGNATION -  N 158
 FE0524  PID         -  FE0524
 FE0524  STATE/COUNTY-  TN/MCNAIRY
 FE0524  USGS QUAD   -  PURDY (1984)
 FE0524
 FE0524                         *CURRENT SURVEY CONTROL
 FE0524  ___________________________________________________________________
 FE0524* NAD 83(1986)-  35 14 32.     (N)    088 36 44.     (W)     SCALED    
 FE0524* NAVD 88     -       141.519  (meters)     464.30   (feet)  ADJUSTED  
 FE0524  ___________________________________________________________________
 FE0524  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE0524  DYNAMIC HT  -         141.389 (meters)     463.87  (feet)  COMP
 FE0524  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0524
 FE0524  VERT ORDER  -  FIRST     CLASS II
 FE0524
 FE0524.The horizontal coordinates were scaled from a topographic map and have
 FE0524.an estimated accuracy of +/- 6 seconds.
 FE0524
 FE0524.The orthometric height was determined by differential leveling
 FE0524.and adjusted by the National Geodetic Survey in June 1991..
 FE0524
 FE0524.The geoid height was determined by GEOID03.
 FE0524
 FE0524.The dynamic height is computed by dividing the NAVD 88
 FE0524.geopotential number by the normal gravity value computed on the
 FE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0524.degrees latitude (g = 980.6199 gals.).
 FE0524
 FE0524.The modeled gravity was interpolated from observed gravity values.
 FE0524
 FE0524;                    North         East    Units  Estimated Accuracy
 FE0524;SPC TN       -   104,020.      362,270.      MT  (+/- 180 meters Scaled)
 FE0524
 FE0524                          SUPERSEDED SURVEY CONTROL
 FE0524
 FE0524  NGVD 29 (??/??/??)  141.521  (m)          464.31   (f) ADJUSTED    1 2
 FE0524
 FE0524.Superseded values are not recommended for survey control.
 FE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0524.See file dsdata.txt to determine how the superseded data were derived.
 FE0524
 FE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE533010(NAD 83)
 FE0524_MARKER: DB = BENCH MARK DISK
 FE0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0524_STAMPING: N 158 1944
 FE0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0524+STABILITY: SURFACE MOTION
 FE0524
 FE0524  HISTORY     - Date     Condition        Report By
 FE0524  HISTORY     - 1944     MONUMENTED       CGS
 FE0524  HISTORY     - 1948     GOOD             CGS
 FE0524  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0524
 FE0524                          STATION DESCRIPTION
 FE0524
 FE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0524'0.6 MI NW FROM BETHEL SPRINGS.
 FE0524'ABOUT 0.65 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0524'RAILROAD FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.45 MILE
 FE0524'NORTHWEST OF MILE POST 353, AT A DIRT ROAD CROSSING, 63 FEET
 FE0524'EAST OF THE CENTER LINE OF THE SOUTHEAST END OF TRESTLE NO.
 FE0524'353.47, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 12 FEET NORTH
 FE0524'OF A TELEPHONE POLE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE0524'ROAD, 2 FEET NORTH WEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FE0524'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0524'3 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET WEST OF MARKER.
 FE0524'THE RR TRESTLE IN THE DESCRIPTION HAS BEEN REMOVED.  A NEW
 FE0524'DRAINAGE DITCH HAS BEEN DUG ON BOTH SIDES OF RR.  THE GROUND AT
 FE0524'THE DESCRIBED SPOT IS PLUS OR MINUS 2 FT LOWER THAN ORIGINAL
 FE0524'GROUND.
 FE0524
 FE0524                          STATION RECOVERY (1972)
 FE0524
 FE0524'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0486 ***********************************************************************
 FE0486  DESIGNATION -  N 159
 FE0486  PID         -  FE0486
 FE0486  STATE/COUNTY-  TN/MADISON
 FE0486  USGS QUAD   -  HENDERSON (1983)
 FE0486
 FE0486                         *CURRENT SURVEY CONTROL
 FE0486  ___________________________________________________________________
 FE0486* NAD 83(1986)-  35 29 17.     (N)    088 43 06.     (W)     SCALED    
 FE0486* NAVD 88     -       117.474  (meters)     385.41   (feet)  ADJUSTED  
 FE0486  ___________________________________________________________________
 FE0486  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0486  DYNAMIC HT  -         117.367 (meters)     385.06  (feet)  COMP
 FE0486  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FE0486
 FE0486  VERT ORDER  -  FIRST     CLASS II
 FE0486
 FE0486.The horizontal coordinates were scaled from a topographic map and have
 FE0486.an estimated accuracy of +/- 6 seconds.
 FE0486
 FE0486.The orthometric height was determined by differential leveling
 FE0486.and adjusted by the National Geodetic Survey in June 1991..
 FE0486
 FE0486.The geoid height was determined by GEOID03.
 FE0486
 FE0486.The dynamic height is computed by dividing the NAVD 88
 FE0486.geopotential number by the normal gravity value computed on the
 FE0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0486.degrees latitude (g = 980.6199 gals.).
 FE0486
 FE0486.The modeled gravity was interpolated from observed gravity values.
 FE0486
 FE0486;                    North         East    Units  Estimated Accuracy
 FE0486;SPC TN       -   131,540.      353,370.      MT  (+/- 180 meters Scaled)
 FE0486
 FE0486                          SUPERSEDED SURVEY CONTROL
 FE0486
 FE0486  NGVD 29 (??/??/??)  117.498  (m)          385.49   (f) ADJUSTED    1 2
 FE0486
 FE0486.Superseded values are not recommended for survey control.
 FE0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0486.See file dsdata.txt to determine how the superseded data were derived.
 FE0486
 FE0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE441285(NAD 83)
 FE0486_MARKER: DB = BENCH MARK DISK
 FE0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0486_SP_SET: BUILDING
 FE0486_STAMPING: N 159 1944
 FE0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0486+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0486
 FE0486  HISTORY     - Date     Condition        Report By
 FE0486  HISTORY     - 1944     MONUMENTED       CGS
 FE0486  HISTORY     - 1948     GOOD             CGS
 FE0486  HISTORY     - 1972     GOOD             TVA
 FE0486  HISTORY     - 20020920 GOOD             USACE
 FE0486
 FE0486                          STATION DESCRIPTION
 FE0486
 FE0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0486'AT PINSON.
 FE0486'AT PINSON, SET VERTICALLY IN THE NORTHEAST WALL OF THE PINSON
 FE0486'HIGH SCHOOL BUILDING, 6 FEET NORTHWEST OF THE CENTER OF THE
 FE0486'NORTHEAST (FRONT) ENTRANCE AND 3 FEET ABOVE THE GROUND.
 FE0486'NOTE-- SCHOOL IS NOW PINSON ELEM. SCHOOL.
 FE0486
 FE0486                          STATION RECOVERY (1972)
 FE0486
 FE0486'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0486'RECOVERED IN GOOD CONDITION.
 FE0486
 FE0486                          STATION RECOVERY (2002)
 FE0486
 FE0486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0486'OLD SCHOOL BUILDING ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0700 ***********************************************************************
 FE0700  DESIGNATION -  N 160
 FE0700  PID         -  FE0700
 FE0700  STATE/COUNTY-  TN/GIBSON
 FE0700  USGS QUAD   -  MEDINA (1981)
 FE0700
 FE0700                         *CURRENT SURVEY CONTROL
 FE0700  ___________________________________________________________________
 FE0700* NAD 83(1986)-  35 50 00.     (N)    088 45 05.     (W)     SCALED    
 FE0700* NAVD 88     -       154.929  (meters)     508.30   (feet)  ADJUSTED  
 FE0700  ___________________________________________________________________
 FE0700  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0700  DYNAMIC HT  -         154.794 (meters)     507.85  (feet)  COMP
 FE0700  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FE0700
 FE0700  VERT ORDER  -  FIRST     CLASS II
 FE0700
 FE0700.The horizontal coordinates were scaled from a topographic map and have
 FE0700.an estimated accuracy of +/- 6 seconds.
 FE0700
 FE0700.The orthometric height was determined by differential leveling
 FE0700.and adjusted by the National Geodetic Survey in June 1991..
 FE0700
 FE0700.The geoid height was determined by GEOID03.
 FE0700
 FE0700.The dynamic height is computed by dividing the NAVD 88
 FE0700.geopotential number by the normal gravity value computed on the
 FE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0700.degrees latitude (g = 980.6199 gals.).
 FE0700
 FE0700.The modeled gravity was interpolated from observed gravity values.
 FE0700
 FE0700;                    North         East    Units  Estimated Accuracy
 FE0700;SPC TN       -   169,920.      351,450.      MT  (+/- 180 meters Scaled)
 FE0700
 FE0700                          SUPERSEDED SURVEY CONTROL
 FE0700
 FE0700  NGVD 29 (??/??/??)  154.980  (m)          508.46   (f) ADJUSTED    1 2
 FE0700
 FE0700.Superseded values are not recommended for survey control.
 FE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0700.See file dsdata.txt to determine how the superseded data were derived.
 FE0700
 FE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418668(NAD 83)
 FE0700_MARKER: DB = BENCH MARK DISK
 FE0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0700_SP_SET: CONCRETE BASE
 FE0700_STAMPING: N 160 1944
 FE0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0700
 FE0700  HISTORY     - Date     Condition        Report By
 FE0700  HISTORY     - 1944     MONUMENTED       CGS
 FE0700  HISTORY     - 1948     GOOD             CGS
 FE0700
 FE0700                          STATION DESCRIPTION
 FE0700
 FE0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0700'2.6 MI N FROM MEDINA.
 FE0700'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0700'FROM THE STATION AT MEDINA, ABOUT 0.4 MILE SOUTH OF MILE POST
 FE0700'C 454, AT THE SOUTH END OF WEST SIDING, SET IN THE TOP OF THE
 FE0700'NORTHEAST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 454/4,
 FE0700'7 FEET WEST OF THE WEST RAIL AND 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0364 ***********************************************************************
 GD0364  DESIGNATION -  N 161
 GD0364  PID         -  GD0364
 GD0364  STATE/COUNTY-  TN/WEAKLEY
 GD0364  USGS QUAD   -  GREENFIELD (1985)
 GD0364
 GD0364                         *CURRENT SURVEY CONTROL
 GD0364  ___________________________________________________________________
 GD0364* NAD 83(1986)-  36 07 48.     (N)    088 47 48.     (W)     SCALED    
 GD0364* NAVD 88     -       109.064  (meters)     357.82   (feet)  ADJUSTED  
 GD0364  ___________________________________________________________________
 GD0364  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0364  DYNAMIC HT  -         108.973 (meters)     357.52  (feet)  COMP
 GD0364  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GD0364
 GD0364  VERT ORDER  -  FIRST     CLASS II
 GD0364
 GD0364.The horizontal coordinates were scaled from a topographic map and have
 GD0364.an estimated accuracy of +/- 6 seconds.
 GD0364
 GD0364.The orthometric height was determined by differential leveling
 GD0364.and adjusted by the National Geodetic Survey in June 1991..
 GD0364
 GD0364.The geoid height was determined by GEOID03.
 GD0364
 GD0364.The dynamic height is computed by dividing the NAVD 88
 GD0364.geopotential number by the normal gravity value computed on the
 GD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0364.degrees latitude (g = 980.6199 gals.).
 GD0364
 GD0364.The modeled gravity was interpolated from observed gravity values.
 GD0364
 GD0364;                    North         East    Units  Estimated Accuracy
 GD0364;SPC TN       -   202,940.      348,300.      MT  (+/- 180 meters Scaled)
 GD0364
 GD0364                          SUPERSEDED SURVEY CONTROL
 GD0364
 GD0364  NGVD 29 (??/??/??)  109.098  (m)          357.93   (f) ADJUSTED    1 2
 GD0364
 GD0364.Superseded values are not recommended for survey control.
 GD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0364.See file dsdata.txt to determine how the superseded data were derived.
 GD0364
 GD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE383998(NAD 83)
 GD0364_MARKER: DB = BENCH MARK DISK
 GD0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0364_STAMPING: N 161 1944
 GD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0364+STABILITY: SURFACE MOTION
 GD0364
 GD0364  HISTORY     - Date     Condition        Report By
 GD0364  HISTORY     - 1944     MONUMENTED       CGS
 GD0364  HISTORY     - 1967     GOOD             CGS
 GD0364
 GD0364                          STATION DESCRIPTION
 GD0364
 GD0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0364'1.6 MI S FROM GREENFIELD.
 GD0364'THIS BENCH MARK IS ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS
 GD0364'CENTRAL RAILROAD FROM THE NEW STATION IN GREENFIELD, 123 YARDS
 GD0364'SOUTH OF MILE POST C 433, 24 YARDS AND ACROSS THE TRACK SOUTHWEST
 GD0364'OF A WHISTLE POST, 46.5 FEET WEST OF THE WEST RAIL, 24 FEET
 GD0364'WEST-NORTHWEST OF A TELEPHONE POLE, 10 FEET SOUTH OF A SOUTH
 GD0364'GATE POST, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 0.6 OF A FOOT
 GD0364'EAST OF A METAL WITNESS POST AND SIGN, AND NEAR THE NORTH END
 GD0364'OF A 3 FOOT CUT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0364'7-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE
 GD0364'DISK IS STAMPED N 161 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1282 ***********************************************************************
 GA1282  DESIGNATION -  N 162
 GA1282  PID         -  GA1282
 GA1282  STATE/COUNTY-  TN/HAWKINS
 GA1282  USGS QUAD   -  PLUM GROVE (1991)
 GA1282
 GA1282                         *CURRENT SURVEY CONTROL
 GA1282  ___________________________________________________________________
 GA1282* NAD 83(1995)-  36 30 49.43845(N)    082 45 27.25743(W)     ADJUSTED  
 GA1282* NAVD 88     -       362.480  (meters)    1189.24   (feet)  ADJUSTED  
 GA1282  ___________________________________________________________________
 GA1282  X           -     647,049.868 (meters)                     COMP
 GA1282  Y           -  -5,091,602.027 (meters)                     COMP
 GA1282  Z           -   3,774,356.491 (meters)                     COMP
 GA1282  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GA1282  ELLIP HEIGHT-         331.15  (meters)          (10/23/02) GPS OBS
 GA1282  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1282  DYNAMIC HT  -         362.154 (meters)    1188.17  (feet)  COMP
 GA1282  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA1282
 GA1282  HORZ ORDER  -  FIRST
 GA1282  VERT ORDER  -  FIRST     CLASS I
 GA1282  ELLP ORDER  -  FIRST     CLASS II
 GA1282
 GA1282.The horizontal coordinates were established by GPS observations
 GA1282.and adjusted by the National Geodetic Survey in October 2002..
 GA1282
 GA1282.The orthometric height was determined by differential leveling
 GA1282.and adjusted by the National Geodetic Survey in June 1991..
 GA1282
 GA1282.Photographs are available for this station.
 GA1282
 GA1282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1282
 GA1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1282
 GA1282.The ellipsoidal height was determined by GPS observations
 GA1282.and is referenced to NAD 83.
 GA1282
 GA1282.The geoid height was determined by GEOID03.
 GA1282
 GA1282.The dynamic height is computed by dividing the NAVD 88
 GA1282.geopotential number by the normal gravity value computed on the
 GA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1282.degrees latitude (g = 980.6199 gals.).
 GA1282
 GA1282.The modeled gravity was interpolated from observed gravity values.
 GA1282
 GA1282;                    North         East     Units Scale Factor Converg.
 GA1282;SPC TN       -   246,730.888   890,393.718   MT  1.00001866   +1 53 53.7
 GA1282;SPC TN       -   809,482.92  2,921,233.39   sFT  1.00001866   +1 53 53.7
 GA1282;UTM  17      - 4,042,367.922   342,620.747   MT  0.99990516   -1 02 45.6
 GA1282
 GA1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1282!SPC TN       -   0.99994803  x   1.00001866  =   0.99996669
 GA1282!UTM  17      -   0.99994803  x   0.99990516  =   0.99985320
 GA1282
 GA1282                          SUPERSEDED SURVEY CONTROL
 GA1282
 GA1282  NAVD 88 (10/23/02)  362.48   (m)         1189.2    (f) LEVELING    3  
 GA1282  NGVD 29 (??/??/92)  362.626  (m)         1189.72   (f) ADJ UNCH    1 1
 GA1282
 GA1282.Superseded values are not recommended for survey control.
 GA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1282.See file dsdata.txt to determine how the superseded data were derived.
 GA1282
 GA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4262142368(NAD 83)
 GA1282_MARKER: DB = BENCH MARK DISK
 GA1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1282_STAMPING: N 162 1967
 GA1282_MARK LOGO: CGS   
 GA1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1282+STABILITY: SURFACE MOTION
 GA1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1282+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 GA1282
 GA1282  HISTORY     - Date     Condition        Report By
 GA1282  HISTORY     - 1967     MONUMENTED       CGS
 GA1282  HISTORY     - 20020114 GOOD             NGS
 GA1282  HISTORY     - 20050620 GOOD             CAS
 GA1282
 GA1282                          STATION DESCRIPTION
 GA1282
 GA1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1282'3 MI W FROM CHURCH HILL.
 GA1282'ABOUT 3.05 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1282'FROM THE STATION AT CHURCH HILL, 59 1/2 FEET SOUTH OF THE SOUTH
 GA1282'RAIL OF THE TRACK, 76 FEET SOUTHWEST OF MILEPOST 57, 21 FEET
 GA1282'WEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE HOLLISTON
 GA1282'MILLS INC. PLANT, 44 1/2 FEET WEST OF THE SOUTHWEST CORNER OF
 GA1282'A GUARD HOUSE FOR THE PLANT, 5 FEET NORTHWEST OF A SIGN WHICH
 GA1282'READS NO ADMITTANCE EMPLOYEES ONLY, 4 1/2 FEET WEST OF THE WEST
 GA1282'CURB OF THE ENTRANCE ROAD, ABOUT LEVEL WITH THE TRACK, AND
 GA1282'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 GA1282'OF THE GROUND.
 GA1282
 GA1282                          STATION RECOVERY (2002)
 GA1282
 GA1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1282'THE STATION IS LOCATED ABOUT  3 MI WEST-SOUTHWEST OF CHURH HILL, IN A
 GA1282'GRASSY AREA
 GA1282'BETWEEN A RAILROAD AND THE PERIMETER FENCE FOR THE HOLLISTON MILLS
 GA1282'INC. PLANT,  JUST
 GA1282'ACROSS THE PAVED ENTRANCE ROAD TO THE PLANT FROM A GUARD HOUSE, AND IN
 GA1282'THE RAILROAD
 GA1282'RIGHT-OF-WAY.  OWNERSHIP--SOUTHERN RAILWAY.
 GA1282' 
 GA1282'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 346
 GA1282'NEAR THE
 GA1282'SOUTHWEST SIDE OF CHURCH HILL, GO WESTERLY ON HIGHWAY 11 FOR 1.9 MI TO
 GA1282'A PAVED ROAD
 GA1282'LEFT.  TURN LEFT, SOUTH AND DOWNHILL, ON THE ROAD FOR 0.05 MI TO A
 GA1282'PAVED T-JUNCTION.  TURN
 GA1282'RIGHT, SOUTHWEST, ON HOLLISTON MILLS ROAD FOR 0.15 MI TO THE ENTRANCE
 GA1282'ROAD TO THE PLANT
 GA1282'AND THE STATION ON THE LEFT.
 GA1282' 
 GA1282'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH
 GA1282'WITH THE GROUND.
 GA1282'IT IS 76.0 FT SOUTHWEST OF RAILROAD MILEPOST 57, 59.5 FT SOUTH OF THE
 GA1282'SOUTH RAIL OF THE
 GA1282'TRACKS, 44.5 FT WEST OF THE SOUTHWEST CORNER OF THE GUARD HOUSE FOR
 GA1282'THE PLANT, 5.0 FT
 GA1282'NORTHWEST OF A SIGN WHICH READS NO ADMITTANCE EMPLOYEES ONLY, AND 4.5
 GA1282'FT WEST OF THE
 GA1282'WEST CURB FOR THE ENTRANCE ROAD TO THE PLANT.
 GA1282'
 GA1282
 GA1282                          STATION RECOVERY (2005)
 GA1282
 GA1282'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1865 ***********************************************************************
 GA1865  DESIGNATION -  N 163
 GA1865  PID         -  GA1865
 GA1865  STATE/COUNTY-  TN/HAMBLEN
 GA1865  USGS QUAD   -  SPRINGVALE (1980)
 GA1865
 GA1865                         *CURRENT SURVEY CONTROL
 GA1865  ___________________________________________________________________
 GA1865* NAD 83(1986)-  36 14 34.     (N)    083 13 34.     (W)     SCALED    
 GA1865* NAVD 88     -       386.384  (meters)    1267.66   (feet)  ADJUSTED  
 GA1865  ___________________________________________________________________
 GA1865  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1865  DYNAMIC HT  -         386.031 (meters)    1266.50  (feet)  COMP
 GA1865  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA1865
 GA1865  VERT ORDER  -  FIRST     CLASS I
 GA1865
 GA1865.The horizontal coordinates were scaled from a topographic map and have
 GA1865.an estimated accuracy of +/- 6 seconds.
 GA1865
 GA1865.The orthometric height was determined by differential leveling
 GA1865.and adjusted by the National Geodetic Survey in June 1991..
 GA1865
 GA1865.The geoid height was determined by GEOID03.
 GA1865
 GA1865.The dynamic height is computed by dividing the NAVD 88
 GA1865.geopotential number by the normal gravity value computed on the
 GA1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1865.degrees latitude (g = 980.6199 gals.).
 GA1865
 GA1865.The modeled gravity was interpolated from observed gravity values.
 GA1865
 GA1865;                    North         East    Units  Estimated Accuracy
 GA1865;SPC TN       -   215,390.      849,300.      MT  (+/- 180 meters Scaled)
 GA1865
 GA1865                          SUPERSEDED SURVEY CONTROL
 GA1865
 GA1865  NGVD 29 (??/??/92)  386.523  (m)         1268.12   (f) ADJ UNCH    1 1
 GA1865
 GA1865.Superseded values are not recommended for survey control.
 GA1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1865.See file dsdata.txt to determine how the superseded data were derived.
 GA1865
 GA1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA999131(NAD 83)
 GA1865_MARKER: DB = BENCH MARK DISK
 GA1865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1865_SP_SET: 21 FEET
 GA1865_STAMPING: N 163 1967
 GA1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1865
 GA1865  HISTORY     - Date     Condition        Report By
 GA1865  HISTORY     - 1967     MONUMENTED       CGS
 GA1865
 GA1865                          STATION DESCRIPTION
 GA1865
 GA1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1865'1.9 MI SW FROM RUSSELLVILLE.
 GA1865'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1865'POST OFFICE AT RUSSELLVILLE, 0.35 MILE NORTHEAST OF MILEPOST
 GA1865'85 WHICH IS LOCATED ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1865'TRACK, SOUTHEAST OF THE HIGHWAY, 81 FEET NORTHEAST OF THE CENTER
 GA1865'OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 27 1/2 FEET
 GA1865'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 48 1/2 FEET
 GA1865'NORTHWEST AND ACROSS THE TRACK FROM A POLE, 4 1/2 FEET SOUTHWEST
 GA1865'OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A FENCE, 1.6 FEET
 GA1865'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 GA1865'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 GA1865'THAT IS DRIVEN TO A DEPTH OF 21 FEET AND IS ENCASED IN A 5-INCH
 GA1865'IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1168 ***********************************************************************
 FB1168  DESIGNATION -  N 164
 FB1168  PID         -  FB1168
 FB1168  STATE/COUNTY-  TN/COCKE
 FB1168  USGS QUAD   -  NEWPORT (1992)
 FB1168
 FB1168                         *CURRENT SURVEY CONTROL
 FB1168  ___________________________________________________________________
 FB1168* NAD 83(1986)-  35 58 11.     (N)    083 11 49.     (W)     SCALED    
 FB1168* NAVD 88     -       318.025  (meters)    1043.39   (feet)  ADJUSTED  
 FB1168  ___________________________________________________________________
 FB1168  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1168  DYNAMIC HT  -         317.724 (meters)    1042.40  (feet)  COMP
 FB1168  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FB1168
 FB1168  VERT ORDER  -  FIRST     CLASS I
 FB1168
 FB1168.The horizontal coordinates were scaled from a topographic map and have
 FB1168.an estimated accuracy of +/- 6 seconds.
 FB1168
 FB1168.The orthometric height was determined by differential leveling
 FB1168.and adjusted by the National Geodetic Survey in June 1991..
 FB1168
 FB1168.The geoid height was determined by GEOID03.
 FB1168
 FB1168.The dynamic height is computed by dividing the NAVD 88
 FB1168.geopotential number by the normal gravity value computed on the
 FB1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1168.degrees latitude (g = 980.6199 gals.).
 FB1168
 FB1168.The modeled gravity was interpolated from observed gravity values.
 FB1168
 FB1168;                    North         East    Units  Estimated Accuracy
 FB1168;SPC TN       -   185,180.      852,780.      MT  (+/- 180 meters Scaled)
 FB1168
 FB1168                          SUPERSEDED SURVEY CONTROL
 FB1168
 FB1168  NGVD 29 (??/??/92)  318.170  (m)         1043.86   (f) ADJ UNCH    1 1
 FB1168
 FB1168.Superseded values are not recommended for survey control.
 FB1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1168.See file dsdata.txt to determine how the superseded data were derived.
 FB1168
 FB1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV019828(NAD 83)
 FB1168_MARKER: DB = BENCH MARK DISK
 FB1168_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FB1168_SP_SET: 16 FT
 FB1168_STAMPING: N 164 1967
 FB1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1168
 FB1168  HISTORY     - Date     Condition        Report By
 FB1168  HISTORY     - 1967     MONUMENTED       CGS
 FB1168
 FB1168                          STATION DESCRIPTION
 FB1168
 FB1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1168'0.6 MI NW FROM NEWPORT.
 FB1168'ABOUT 0.55 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1168'RAILROAD FROM THE STATION AT NEWPORT, 115 FEET NORTHWEST AND
 FB1168'ACROSS THE TRACK FROM MILEPOST 207, 21 1/2 FEET SOUTHWEST OF THE
 FB1168'SOUTHWEST RAIL OF THE MAIN TRACK, 8 FEET SOUTHWEST OF THE
 FB1168'SOUTHWEST RAIL OF A SIDETRACK, 59 1/2 FEET NORTHEAST OF THE
 FB1168'NORTHEAST CORNER OF A BRICK BUILDING WHICH IS OCCUPIED BY THE
 FB1168'RHYME LUMBER COMPANY, 1 1/2 FEET NORTHEAST OF A CHAIN LINK FENCE,
 FB1168'1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 FB1168'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 FB1168'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 FB1168'ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1589 ***********************************************************************
 GC1589  DESIGNATION -  N 166
 GC1589  PID         -  GC1589
 GC1589  STATE/COUNTY-  TN/STEWART
 GC1589  USGS QUAD   -  STANDING ROCK (1986)
 GC1589
 GC1589                         *CURRENT SURVEY CONTROL
 GC1589  ___________________________________________________________________
 GC1589* NAD 83(1986)-  36 25 16.     (N)    087 58 01.     (W)     SCALED    
 GC1589* NAVD 88     -       188.573  (meters)     618.68   (feet)  ADJUSTED  
 GC1589  ___________________________________________________________________
 GC1589  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1589  DYNAMIC HT  -         188.416 (meters)     618.16  (feet)  COMP
 GC1589  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 GC1589
 GC1589  VERT ORDER  -  FIRST     CLASS II
 GC1589
 GC1589.The horizontal coordinates were scaled from a topographic map and have
 GC1589.an estimated accuracy of +/- 6 seconds.
 GC1589
 GC1589.The orthometric height was determined by differential leveling
 GC1589.and adjusted by the National Geodetic Survey in June 1991..
 GC1589
 GC1589.The geoid height was determined by GEOID03.
 GC1589
 GC1589.The dynamic height is computed by dividing the NAVD 88
 GC1589.geopotential number by the normal gravity value computed on the
 GC1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1589.degrees latitude (g = 980.6199 gals.).
 GC1589
 GC1589.The modeled gravity was interpolated from observed gravity values.
 GC1589
 GC1589;                    North         East    Units  Estimated Accuracy
 GC1589;SPC TN       -   233,410.      423,610.      MT  (+/- 180 meters Scaled)
 GC1589
 GC1589                          SUPERSEDED SURVEY CONTROL
 GC1589
 GC1589  NGVD 29 (??/??/92)  188.609  (m)          618.79   (f) ADJ UNCH    1 2
 GC1589
 GC1589.Superseded values are not recommended for survey control.
 GC1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1589.See file dsdata.txt to determine how the superseded data were derived.
 GC1589
 GC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF133310(NAD 83)
 GC1589_MARKER: DB = BENCH MARK DISK
 GC1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1589_STAMPING: N 166 1947
 GC1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1589+STABILITY: SURFACE MOTION
 GC1589
 GC1589  HISTORY     - Date     Condition        Report By
 GC1589  HISTORY     - 1947     MONUMENTED       CGS
 GC1589  HISTORY     - 1972     GOOD             TVA
 GC1589  HISTORY     - 1987     GOOD             USPSQD
 GC1589
 GC1589                          STATION DESCRIPTION
 GC1589
 GC1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1589'12.6 MI SW FROM DOVER.
 GC1589'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1589'DOVER, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG THE T.V.A. ROAD
 GC1589'LEADING TO MC KINNON, ABOUT 0.9 MILE SOUTHEAST OF THE JUNCTION
 GC1589'OF A GRAVEL ROAD LEADING NORTHEAST, 0.1 MILE NORTHWEST AROUND A
 GC1589'CURVE FROM A ROW OF WHITE GUARD RAIL POSTS ALONG THE WEST SIDE
 GC1589'OF THE ROAD, AT A CURVE WITH TANGENTS LEADING EAST AND NORTHWEST,
 GC1589'36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 41 FEET
 GC1589'NORTHEAST OF A 14-INCH BLAZED OAK TREE, 13.5 FEET SOUTHEAST OF A
 GC1589'10-INCH BLAZED OAK TREE, 9 FEET NORTHWEST OF AN 8-INCH BLAZED
 GC1589'OAK TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1589'POST PROJECTING ABOUT 4 INCHES.  NOTE-- STATION IS 37 FT SW OF
 GC1589'CENTERLINE OF HWY 36.0 FT N 55 W FROM POWER POLE (ANGLE POLE),
 GC1589'13.5 FT S 50 E OF A 16 IN WHITE OAK, 9.5 N 45 W OF 14 IN WHITE
 GC1589'OAK 40.6 N 55 E OF 18 IN WHITE OAK.  TVA POST AND SIGN SET.
 GC1589
 GC1589                          STATION RECOVERY (1972)
 GC1589
 GC1589'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1589'RECOVERED IN GOOD CONDITION.
 GC1589
 GC1589                          STATION RECOVERY (1987)
 GC1589
 GC1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1617 ***********************************************************************
 GC1617  DESIGNATION -  N 167
 GC1617  PID         -  GC1617
 GC1617  STATE/COUNTY-  TN/HUMPHREYS
 GC1617  USGS QUAD   -  HALLS CREEK (1973)
 GC1617
 GC1617                         *CURRENT SURVEY CONTROL
 GC1617  ___________________________________________________________________
 GC1617* NAD 83(1986)-  36 12 41.     (N)    087 49 51.     (W)     SCALED    
 GC1617* NAVD 88     -       181.954  (meters)     596.96   (feet)  ADJUSTED  
 GC1617  ___________________________________________________________________
 GC1617  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1617  DYNAMIC HT  -         181.801 (meters)     596.46  (feet)  COMP
 GC1617  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 GC1617
 GC1617  VERT ORDER  -  FIRST     CLASS II
 GC1617
 GC1617.The horizontal coordinates were scaled from a topographic map and have
 GC1617.an estimated accuracy of +/- 6 seconds.
 GC1617
 GC1617.The orthometric height was determined by differential leveling
 GC1617.and adjusted by the National Geodetic Survey in June 1991..
 GC1617
 GC1617.The geoid height was determined by GEOID03.
 GC1617
 GC1617.The dynamic height is computed by dividing the NAVD 88
 GC1617.geopotential number by the normal gravity value computed on the
 GC1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1617.degrees latitude (g = 980.6199 gals.).
 GC1617
 GC1617.The modeled gravity was interpolated from observed gravity values.
 GC1617
 GC1617;                    North         East    Units  Estimated Accuracy
 GC1617;SPC TN       -   209,910.      435,380.      MT  (+/- 180 meters Scaled)
 GC1617
 GC1617                          SUPERSEDED SURVEY CONTROL
 GC1617
 GC1617  NGVD 29 (??/??/92)  181.988  (m)          597.07   (f) ADJ UNCH    1 2
 GC1617
 GC1617.Superseded values are not recommended for survey control.
 GC1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1617.See file dsdata.txt to determine how the superseded data were derived.
 GC1617
 GC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF253077(NAD 83)
 GC1617_MARKER: DB = BENCH MARK DISK
 GC1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1617_STAMPING: N 167 1947
 GC1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1617+STABILITY: SURFACE MOTION
 GC1617
 GC1617  HISTORY     - Date     Condition        Report By
 GC1617  HISTORY     - 1947     MONUMENTED       CGS
 GC1617  HISTORY     - 1973     MARK NOT FOUND   TVA
 GC1617
 GC1617                          STATION DESCRIPTION
 GC1617
 GC1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1617'10.6 MI N FROM WAVERLY.
 GC1617'0.3 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1617'WAVERLY, THENCE ABOUT 10.2 MILES NORTH ALONG THE GRAVEL ROAD
 GC1617'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 3.6 MILES
 GC1617'NORTH OF THE GENERAL STORE AT TRINITY, ABOUT 1.7 MILES NORTH OF
 GC1617'THE FORD OVER HALLS CREEK, ABOUT 0.95 MILE SOUTH OF THE CHURCH OF
 GC1617'CHRIST OF LATTER-DAY SAINTS, ABOUT 0.2 MILE SOUTH OF KNIGHTS
 GC1617'CEMETERY, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 37 FEET
 GC1617'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 31 FEET
 GC1617'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 13 FEET
 GC1617'SOUTHEAST OF A 20-INCH BLAZED OAK TREE, 10 FEET NORTH OF ANOTHER
 GC1617'20-INCH BLAZED OAK TREE, ABOUT LEVEL WITH THE JUNCTION, AND IN
 GC1617'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1617'NOTE-- GRADING WORK HAS BEEN DONE AND THE MONUMENT MAY HAVE BEEN
 GC1617'PUSHED OUT.
 GC1617
 GC1617                          STATION RECOVERY (1973)
 GC1617
 GC1617'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GC1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0243 ***********************************************************************
 GD0243  DESIGNATION -  N 168
 GD0243  PID         -  GD0243
 GD0243  STATE/COUNTY-  TN/BENTON
 GD0243  USGS QUAD   -  CAMDEN (1984)
 GD0243
 GD0243                         *CURRENT SURVEY CONTROL
 GD0243  ___________________________________________________________________
 GD0243* NAD 83(1986)-  36 02 03.     (N)    088 02 52.     (W)     SCALED    
 GD0243* NAVD 88     -       111.722  (meters)     366.54   (feet)  ADJUSTED  
 GD0243  ___________________________________________________________________
 GD0243  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0243  DYNAMIC HT  -         111.627 (meters)     366.23  (feet)  COMP
 GD0243  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GD0243
 GD0243  VERT ORDER  -  FIRST     CLASS II
 GD0243
 GD0243.The horizontal coordinates were scaled from a topographic map and have
 GD0243.an estimated accuracy of +/- 6 seconds.
 GD0243
 GD0243.The orthometric height was determined by differential leveling
 GD0243.and adjusted by the National Geodetic Survey in June 1991..
 GD0243
 GD0243.The geoid height was determined by GEOID03.
 GD0243
 GD0243.The dynamic height is computed by dividing the NAVD 88
 GD0243.geopotential number by the normal gravity value computed on the
 GD0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0243.degrees latitude (g = 980.6199 gals.).
 GD0243
 GD0243.The modeled gravity was interpolated from observed gravity values.
 GD0243
 GD0243;                    North         East    Units  Estimated Accuracy
 GD0243;SPC TN       -   190,640.      415,470.      MT  (+/- 180 meters Scaled)
 GD0243
 GD0243                          SUPERSEDED SURVEY CONTROL
 GD0243
 GD0243  NGVD 29 (??/??/??)  111.754  (m)          366.65   (f) ADJUSTED    1 2
 GD0243
 GD0243.Superseded values are not recommended for survey control.
 GD0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0243.See file dsdata.txt to determine how the superseded data were derived.
 GD0243
 GD0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE056882(NAD 83)
 GD0243_MARKER: DB = BENCH MARK DISK
 GD0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0243_SP_SET: CULVERT
 GD0243_STAMPING: N 168 1947
 GD0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0243
 GD0243  HISTORY     - Date     Condition        Report By
 GD0243  HISTORY     - 1947     MONUMENTED       CGS
 GD0243  HISTORY     - 1969     GOOD             CGS
 GD0243
 GD0243                          STATION DESCRIPTION
 GD0243
 GD0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0243'3 MI E FROM CAMDEN.
 GD0243'THE MARK IS ABOUT 3.0 MILES EAST ALONG THE OLD NASHVILLE,
 GD0243'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN CAMDEN.
 GD0243'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS
 GD0243'APPROXIMATELY 0.3 OF A MILE WEST OF MILEPOST 83, 19 1/2 RAILS
 GD0243'WEST-NORTHWEST OF BLOCK SIGNALS 83.0 AND 83.1, 2 POLES WEST OF
 GD0243'TELEGRAPH POLE NO. 83-15, 43 FEET SOUTH OF THE SOUTH RAIL OF THE
 GD0243'RAILROAD, 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN, AND
 GD0243'ABOUT 15 FEET BELOW THE LEVEL OF THE TRACKS.  IT IS A STANDARD
 GD0243'DISK CEMENTED IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 GD0243'HEADWALL OF A 12-FOOT, DOUBLE, CONCRETE BOX CULVERT AND THE
 GD0243'DISK IS STAMPED N 168 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0113 ***********************************************************************
 FE0113  DESIGNATION -  N 169
 FE0113  PID         -  FE0113
 FE0113  STATE/COUNTY-  TN/DECATUR
 FE0113  USGS QUAD   -  JEANNETTE (1986)
 FE0113
 FE0113                         *CURRENT SURVEY CONTROL
 FE0113  ___________________________________________________________________
 FE0113* NAD 83(1986)-  35 37 59.     (N)    088 03 18.     (W)     SCALED    
 FE0113* NAVD 88     -       123.246  (meters)     404.35   (feet)  ADJUSTED  
 FE0113  ___________________________________________________________________
 FE0113  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0113  DYNAMIC HT  -         123.137 (meters)     403.99  (feet)  COMP
 FE0113  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FE0113
 FE0113  VERT ORDER  -  FIRST     CLASS II
 FE0113
 FE0113.The horizontal coordinates were scaled from a topographic map and have
 FE0113.an estimated accuracy of +/- 6 seconds.
 FE0113
 FE0113.The orthometric height was determined by differential leveling
 FE0113.and adjusted by the National Geodetic Survey in June 1991..
 FE0113
 FE0113.The geoid height was determined by GEOID03.
 FE0113
 FE0113.The dynamic height is computed by dividing the NAVD 88
 FE0113.geopotential number by the normal gravity value computed on the
 FE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0113.degrees latitude (g = 980.6199 gals.).
 FE0113
 FE0113.The modeled gravity was interpolated from observed gravity values.
 FE0113
 FE0113;                    North         East    Units  Estimated Accuracy
 FE0113;SPC TN       -   146,160.      413,880.      MT  (+/- 180 meters Scaled)
 FE0113
 FE0113                          SUPERSEDED SURVEY CONTROL
 FE0113
 FE0113  NGVD 29 (??/??/??)  123.262  (m)          404.40   (f) ADJUSTED    1 2
 FE0113
 FE0113.Superseded values are not recommended for survey control.
 FE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0113.See file dsdata.txt to determine how the superseded data were derived.
 FE0113
 FE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044437(NAD 83)
 FE0113_MARKER: DB = BENCH MARK DISK
 FE0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0113_SP_SET: CULVERT
 FE0113_STAMPING: N 169 1947
 FE0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0113
 FE0113  HISTORY     - Date     Condition        Report By
 FE0113  HISTORY     - 1947     MONUMENTED       CGS
 FE0113
 FE0113                          STATION DESCRIPTION
 FE0113
 FE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0113'4.2 MI E FROM PARSONS.
 FE0113'4.25 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0113'OFFICE AT PARSONS, ABOUT 0.4 MILE WEST OF THE JUNCTION OF A
 FE0113'GRAVEL ROAD LEADING SOUTH TO PERRYVILLE, ABOUT 0.1 MILE WEST OF A
 FE0113'DIM ROAD SOUTH, ABOUT 100 YARDS SOUTHEAST AND ACROSS THE HIGHWAY
 FE0113'FROM A SMALL IMITATION BRICK FARM HOUSE, SET IN THE TOP OF THE
 FE0113'WEST END OF THE SOUTH HEAD WALL OF A 18-FOOT DOUBLE CONCRETE
 FE0113'BOX CULVERT, 21 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTER
 FE0113'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1124 ***********************************************************************
 FE1124  DESIGNATION -  N 17
 FE1124  PID         -  FE1124
 FE1124  STATE/COUNTY-  TN/SHELBY
 FE1124  USGS QUAD   -  GERMANTOWN (1997)
 FE1124
 FE1124                         *CURRENT SURVEY CONTROL
 FE1124  ___________________________________________________________________
 FE1124* NAD 83(1986)-  35 05 59.     (N)    089 52 14.     (W)     SCALED    
 FE1124* NAVD 88     -       102.272  (meters)     335.54   (feet)  ADJUSTED  
 FE1124  ___________________________________________________________________
 FE1124  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1124  DYNAMIC HT  -         102.178 (meters)     335.23  (feet)  COMP
 FE1124  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FE1124
 FE1124  VERT ORDER  -  SECOND    CLASS 0
 FE1124
 FE1124.The horizontal coordinates were scaled from a topographic map and have
 FE1124.an estimated accuracy of +/- 6 seconds.
 FE1124
 FE1124.The orthometric height was determined by differential leveling
 FE1124.and adjusted by the National Geodetic Survey in June 1991..
 FE1124
 FE1124.The geoid height was determined by GEOID03.
 FE1124
 FE1124.The dynamic height is computed by dividing the NAVD 88
 FE1124.geopotential number by the normal gravity value computed on the
 FE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1124.degrees latitude (g = 980.6199 gals.).
 FE1124
 FE1124.The modeled gravity was interpolated from observed gravity values.
 FE1124
 FE1124;                    North         East    Units  Estimated Accuracy
 FE1124;SPC TN       -    92,010.      247,180.      MT  (+/- 180 meters Scaled)
 FE1124
 FE1124                          SUPERSEDED SURVEY CONTROL
 FE1124
 FE1124  NGVD 29 (??/??/??)  102.242  (m)          335.44   (f) ADJUSTED    2 0
 FE1124
 FE1124.Superseded values are not recommended for survey control.
 FE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1124.See file dsdata.txt to determine how the superseded data were derived.
 FE1124
 FE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD383878(NAD 83)
 FE1124_MARKER: DB = BENCH MARK DISK
 FE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1124_STAMPING: N 17 1934
 FE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1124+STABILITY: SURFACE MOTION
 FE1124
 FE1124  HISTORY     - Date     Condition        Report By
 FE1124  HISTORY     - 1934     MONUMENTED       CGS
 FE1124  HISTORY     - 1965     POOR             CGS
 FE1124  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1124
 FE1124                          STATION DESCRIPTION
 FE1124
 FE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1124'11.2 MI E FROM MEMPHIS.
 FE1124'ABOUT 11.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE UNION
 FE1124'STATION AT MEMPHIS, SHELBY COUNTY, ABOUT 151 FEET NORTHWEST OF
 FE1124'MILEPOST 541, 84 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 FE1124'1 FOOT SOUTHWEST OF A FENCE, AND 88 FEET WEST OF THE CENTERLINE
 FE1124'OF A NORTH-SOUTH ROAD.  A STANDARD DISK, STAMPED N 17 1934 AND
 FE1124'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DISK HAS BEEN
 FE1124'BADLY MUTILATED.
 FE1124
 FE1124                          STATION RECOVERY (1983)
 FE1124
 FE1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1124'NOT RECOVERED, TWO USE BENCH MARK DISKS WERE FOUND LYING BEHIND A SHED
 FE1124'IN THIS AREA, NO STAMPING EVIDENT, N 17 HAS PROBABLY BEEN GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1039 ***********************************************************************
 FD1039  DESIGNATION -  N 170
 FD1039  PID         -  FD1039
 FD1039  STATE/COUNTY-  TN/WAYNE
 FD1039  USGS QUAD   -  CLIFTON (1972)
 FD1039
 FD1039                         *CURRENT SURVEY CONTROL
 FD1039  ___________________________________________________________________
 FD1039* NAD 83(1986)-  35 25 40.     (N)    087 58 00.     (W)     SCALED    
 FD1039* NAVD 88     -       115.718  (meters)     379.65   (feet)  ADJUSTED  
 FD1039  ___________________________________________________________________
 FD1039  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1039  DYNAMIC HT  -         115.612 (meters)     379.30  (feet)  COMP
 FD1039  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FD1039
 FD1039  VERT ORDER  -  FIRST     CLASS II
 FD1039
 FD1039.The horizontal coordinates were scaled from a topographic map and have
 FD1039.an estimated accuracy of +/- 6 seconds.
 FD1039
 FD1039.The orthometric height was determined by differential leveling
 FD1039.and adjusted by the National Geodetic Survey in June 1991..
 FD1039
 FD1039.The geoid height was determined by GEOID03.
 FD1039
 FD1039.The dynamic height is computed by dividing the NAVD 88
 FD1039.geopotential number by the normal gravity value computed on the
 FD1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1039.degrees latitude (g = 980.6199 gals.).
 FD1039
 FD1039.The modeled gravity was interpolated from observed gravity values.
 FD1039
 FD1039;                    North         East    Units  Estimated Accuracy
 FD1039;SPC TN       -   123,220.      421,420.      MT  (+/- 180 meters Scaled)
 FD1039
 FD1039                          SUPERSEDED SURVEY CONTROL
 FD1039
 FD1039  NGVD 29 (??/??/92)  115.728  (m)          379.68   (f) ADJ UNCH    1 2
 FD1039
 FD1039.Superseded values are not recommended for survey control.
 FD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1039.See file dsdata.txt to determine how the superseded data were derived.
 FD1039
 FD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE122209(NAD 83)
 FD1039_MARKER: DD = SURVEY DISK
 FD1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1039_SP_SET: CONCRETE
 FD1039_STAMPING: N 170 1947
 FD1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1039
 FD1039  HISTORY     - Date     Condition        Report By
 FD1039  HISTORY     - 1947     MONUMENTED       TVA
 FD1039  HISTORY     - 1950     GOOD             NGS
 FD1039
 FD1039                          STATION DESCRIPTION
 FD1039
 FD1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1039'4.6 MI NE FROM CLIFTON.
 FD1039'4.6 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1039'HOTEL AT CLIFTON, AT THE SOUTH END OF THE DOUBLE-APAN STEEL-TRUSS
 FD1039'BRIDGE OVER BEECH CREEK, IN THE CONCRETE BASE OF THE EAST
 FD1039'CONCRETE RAILING, 6 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FD1039'9 FEET NORTH OF THE SOUTH END OF THE CONCRETE RAIL, AND 0.5
 FD1039'FOOT ABOVE THE BRIDGE FLOOR.  A TENNESSEE VALLEY AUTHORITY
 FD1039'STANDARD DISK, STAMPED N 170 1947.  NOTE-- THIS MARK WAS FOUND
 FD1039'UNSTAMPED AND WAS ASSIGNED A DESIGNATION BY A PARTY FROM THIS
 FD1039'BUREAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0276 ***********************************************************************
 FE0276  DESIGNATION -  N 171
 FE0276  PID         -  FE0276
 FE0276  STATE/COUNTY-  TN/HARDIN
 FE0276  USGS QUAD   -  COUNCE (1984)
 FE0276
 FE0276                         *CURRENT SURVEY CONTROL
 FE0276  ___________________________________________________________________
 FE0276* NAD 83(1986)-  35 03 54.     (N)    088 15 07.     (W)     SCALED    
 FE0276* NAVD 88     -       121.905  (meters)     399.95   (feet)  ADJUSTED  
 FE0276  ___________________________________________________________________
 FE0276  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0276  DYNAMIC HT  -         121.793 (meters)     399.58  (feet)  COMP
 FE0276  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FE0276
 FE0276  VERT ORDER  -  FIRST     CLASS II
 FE0276
 FE0276.The horizontal coordinates were scaled from a topographic map and have
 FE0276.an estimated accuracy of +/- 6 seconds.
 FE0276
 FE0276.The orthometric height was determined by differential leveling
 FE0276.and adjusted by the National Geodetic Survey in June 1991..
 FE0276
 FE0276.The geoid height was determined by GEOID03.
 FE0276
 FE0276.The dynamic height is computed by dividing the NAVD 88
 FE0276.geopotential number by the normal gravity value computed on the
 FE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0276.degrees latitude (g = 980.6199 gals.).
 FE0276
 FE0276.The modeled gravity was interpolated from observed gravity values.
 FE0276
 FE0276;                    North         East    Units  Estimated Accuracy
 FE0276;SPC TN       -    83,540.      394,600.      MT  (+/- 180 meters Scaled)
 FE0276
 FE0276                          SUPERSEDED SURVEY CONTROL
 FE0276
 FE0276  NGVD 29 (??/??/??)  121.914  (m)          399.98   (f) ADJUSTED    1 2
 FE0276
 FE0276.Superseded values are not recommended for survey control.
 FE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0276.See file dsdata.txt to determine how the superseded data were derived.
 FE0276
 FE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD858809(NAD 83)
 FE0276_MARKER: DB = BENCH MARK DISK
 FE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0276_STAMPING: N 171 1947
 FE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0276+STABILITY: SURFACE MOTION
 FE0276
 FE0276  HISTORY     - Date     Condition        Report By
 FE0276  HISTORY     - 1947     MONUMENTED       CGS
 FE0276  HISTORY     - 1949     GOOD             CGS
 FE0276
 FE0276                          STATION DESCRIPTION
 FE0276
 FE0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0276'AT PICKWICK DAM.
 FE0276'AT PICKWICK DAM, SET IN THE CONCRETE FLOOR AT THE NORTHEAST
 FE0276'CORNER OF THE LOWER LOCK CONCRETE GAGE HOUSE, 1 FOOT NORTHEAST
 FE0276'OF THE NORTHEAST CORNER OF THE CONCRETE GATE HOUSE, AT THE
 FE0276'EXTREME WEST END OF SOUTH LOCKWALL.
 FE0276
 FE0276                          STATION RECOVERY (1949)
 FE0276
 FE0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1347 ***********************************************************************
 GC1347  DESIGNATION -  N 172
 GC1347  PID         -  GC1347
 GC1347  STATE/COUNTY-  TN/DICKSON
 GC1347  USGS QUAD   -  BURNS (1986)
 GC1347
 GC1347                         *CURRENT SURVEY CONTROL
 GC1347  ___________________________________________________________________
 GC1347* NAD 83(1986)-  36 03 40.     (N)    087 17 27.     (W)     SCALED    
 GC1347* NAVD 88     -       238.990  (meters)     784.09   (feet)  ADJUSTED  
 GC1347  ___________________________________________________________________
 GC1347  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1347  DYNAMIC HT  -         238.781 (meters)     783.40  (feet)  COMP
 GC1347  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GC1347
 GC1347  VERT ORDER  -  FIRST     CLASS II
 GC1347
 GC1347.The horizontal coordinates were scaled from a topographic map and have
 GC1347.an estimated accuracy of +/- 6 seconds.
 GC1347
 GC1347.The orthometric height was determined by differential leveling
 GC1347.and adjusted by the National Geodetic Survey in June 1991..
 GC1347
 GC1347.The geoid height was determined by GEOID03.
 GC1347
 GC1347.The dynamic height is computed by dividing the NAVD 88
 GC1347.geopotential number by the normal gravity value computed on the
 GC1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1347.degrees latitude (g = 980.6199 gals.).
 GC1347
 GC1347.The modeled gravity was interpolated from observed gravity values.
 GC1347
 GC1347;                    North         East    Units  Estimated Accuracy
 GC1347;SPC TN       -   192,460.      483,710.      MT  (+/- 180 meters Scaled)
 GC1347
 GC1347                          SUPERSEDED SURVEY CONTROL
 GC1347
 GC1347  NGVD 29 (??/??/92)  238.988  (m)          784.08   (f) ADJ UNCH    1 2
 GC1347
 GC1347.Superseded values are not recommended for survey control.
 GC1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1347.See file dsdata.txt to determine how the superseded data were derived.
 GC1347
 GC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE738907(NAD 83)
 GC1347_MARKER: DB = BENCH MARK DISK
 GC1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1347_SP_SET: OVERPASS
 GC1347_STAMPING: N 172 1948
 GC1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1347
 GC1347  HISTORY     - Date     Condition        Report By
 GC1347  HISTORY     - 1948     MONUMENTED       CGS
 GC1347
 GC1347                          STATION DESCRIPTION
 GC1347
 GC1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1347'1.4 MI E FROM BURNS.
 GC1347'1.4 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1347'RAILWAY FROM THE STATION AT BURNS, AT POLE 35+25, ABOUT 30 FEET
 GC1347'EAST OF SIGNAL NO. 35/6, SET IN THE TOP OF THE TOP STEP OF THE
 GC1347'NORTHWEST WINGWALL OF A CONCRETE OVER PASS OVER A NARROW GRAVEL
 GC1347'ROAD, 13.5 FEET NORTH OF THE NORTH RAIL AND 3 FEET BELOW THE
 GC1347'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0372 ***********************************************************************
 GD0372  DESIGNATION -  N 173
 GD0372  PID         -  GD0372
 GD0372  STATE/COUNTY-  TN/GIBSON
 GD0372  USGS QUAD   -  BRADFORD (1985)
 GD0372
 GD0372                         *CURRENT SURVEY CONTROL
 GD0372  ___________________________________________________________________
 GD0372* NAD 83(1986)-  36 03 12.     (N)    088 48 27.     (W)     SCALED    
 GD0372* NAVD 88     -       127.960  (meters)     419.82   (feet)  ADJUSTED  
 GD0372  ___________________________________________________________________
 GD0372  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0372  DYNAMIC HT  -         127.852 (meters)     419.46  (feet)  COMP
 GD0372  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GD0372
 GD0372  VERT ORDER  -  FIRST     CLASS II
 GD0372
 GD0372.The horizontal coordinates were scaled from a topographic map and have
 GD0372.an estimated accuracy of +/- 6 seconds.
 GD0372
 GD0372.The orthometric height was determined by differential leveling
 GD0372.and adjusted by the National Geodetic Survey in June 1991..
 GD0372
 GD0372.The geoid height was determined by GEOID03.
 GD0372
 GD0372.The dynamic height is computed by dividing the NAVD 88
 GD0372.geopotential number by the normal gravity value computed on the
 GD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0372.degrees latitude (g = 980.6199 gals.).
 GD0372
 GD0372.The modeled gravity was interpolated from observed gravity values.
 GD0372
 GD0372;                    North         East    Units  Estimated Accuracy
 GD0372;SPC TN       -   194,460.      347,080.      MT  (+/- 180 meters Scaled)
 GD0372
 GD0372                          SUPERSEDED SURVEY CONTROL
 GD0372
 GD0372  NGVD 29 (??/??/??)  127.999  (m)          419.94   (f) ADJUSTED    1 2
 GD0372
 GD0372.Superseded values are not recommended for survey control.
 GD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0372.See file dsdata.txt to determine how the superseded data were derived.
 GD0372
 GD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE371913(NAD 83)
 GD0372_MARKER: DB = BENCH MARK DISK
 GD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0372_STAMPING: N 173 1948
 GD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0372+STABILITY: SURFACE MOTION
 GD0372
 GD0372  HISTORY     - Date     Condition        Report By
 GD0372  HISTORY     - 1948     MONUMENTED       CGS
 GD0372  HISTORY     - 1967     GOOD             CGS
 GD0372  HISTORY     - 1990     GOOD             USPSQD
 GD0372
 GD0372                          STATION DESCRIPTION
 GD0372
 GD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0372'1.6 MI S FROM BRADFORD.
 GD0372'THIS BENCH MARK IS LOCATED ABOUT 1.55 MILES SOUTH ALONG THE
 GD0372'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT BRADFORD, ABOUT
 GD0372'MIDWAY BETWEEN MILE POSTS C 438 AND C439, AT A SMALL (ABANDONED)
 GD0372'ROAD CROSSING, 47 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD0372'ROAD, 25 FEET WEST OF THE WEST RAIL, 21 FEET NORTHWEST OF USC
 GD0372'AND GS BENCH MARK F 161 1944, 20.5 FEET NORTHWEST OF BLOCK SIGNAL
 GD0372'NO. 438/5, 17.8 FEET EAST OF THE RIGHT-OF-WAY FENCE, 7.8 FEET
 GD0372'NORTHWEST OF A TELEPHONE POLE, AND 0.7 OF A FOOT EAST OF A
 GD0372'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0372'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD0372'AND THE DISK IS STAMPED N 173 1948.
 GD0372
 GD0372                          STATION RECOVERY (1990)
 GD0372
 GD0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0310 ***********************************************************************
 GD0310  DESIGNATION -  N 174
 GD0310  PID         -  GD0310
 GD0310  STATE/COUNTY-  TN/OBION
 GD0310  USGS QUAD   -  MC CONNELL (1983)
 GD0310
 GD0310                         *CURRENT SURVEY CONTROL
 GD0310  ___________________________________________________________________
 GD0310* NAD 83(1995)-  36 24 46.81474(N)    088 51 03.91684(W)     ADJUSTED  
 GD0310* NAVD 88     -       102.922  (meters)     337.67   (feet)  ADJUSTED  
 GD0310  ___________________________________________________________________
 GD0310  X           -     103,041.617 (meters)                     COMP
 GD0310  Y           -  -5,137,955.310 (meters)                     COMP
 GD0310  Z           -   3,765,214.356 (meters)                     COMP
 GD0310  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GD0310  ELLIP HEIGHT-          74.75  (meters)          (02/20/01) GPS OBS
 GD0310  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0310  DYNAMIC HT  -         102.840 (meters)     337.40  (feet)  COMP
 GD0310  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GD0310
 GD0310  HORZ ORDER  -  FIRST
 GD0310  VERT ORDER  -  FIRST     CLASS II
 GD0310  ELLP ORDER  -  SECOND    CLASS I
 GD0310
 GD0310.The horizontal coordinates were established by GPS observations
 GD0310.and adjusted by the National Geodetic Survey in February 2001..
 GD0310
 GD0310.The orthometric height was determined by differential leveling
 GD0310.and adjusted by the National Geodetic Survey in June 1991..
 GD0310
 GD0310.Photographs are available for this station.
 GD0310
 GD0310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0310
 GD0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0310
 GD0310.The ellipsoidal height was determined by GPS observations
 GD0310.and is referenced to NAD 83.
 GD0310
 GD0310.The geoid height was determined by GEOID03.
 GD0310
 GD0310.The dynamic height is computed by dividing the NAVD 88
 GD0310.geopotential number by the normal gravity value computed on the
 GD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0310.degrees latitude (g = 980.6199 gals.).
 GD0310
 GD0310.The modeled gravity was interpolated from observed gravity values.
 GD0310
 GD0310;                    North         East     Units Scale Factor Converg.
 GD0310;SPC TN       -   234,466.764   344,318.775   MT  0.99999935   -1 40 08.9
 GD0310;SPC TN       -   769,246.37  1,129,652.51   sFT  0.99999935   -1 40 08.9
 GD0310;UTM  16      - 4,031,350.006   334,031.467   MT  0.99993939   -1 05 56.6
 GD0310
 GD0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0310!SPC TN       -   0.99998827  x   0.99999935  =   0.99998762
 GD0310!UTM  16      -   0.99998827  x   0.99993939  =   0.99992766
 GD0310
 GD0310                          SUPERSEDED SURVEY CONTROL
 GD0310
 GD0310  NAVD 88 (02/20/01)  102.92   (m)          337.7    (f) LEVELING    3  
 GD0310  NGVD 29 (??/??/??)  102.919  (m)          337.66   (f) ADJUSTED    1 2
 GD0310
 GD0310.Superseded values are not recommended for survey control.
 GD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0310.See file dsdata.txt to determine how the superseded data were derived.
 GD0310
 GD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3403131350(NAD 83)
 GD0310_MARKER: DB = BENCH MARK DISK
 GD0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0310_STAMPING: N 174 1948
 GD0310_MARK LOGO: NONE  
 GD0310_PROJECTION: PROJECTING 7 CENTIMETERS
 GD0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0310+STABILITY: SURFACE MOTION
 GD0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0310+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0310
 GD0310  HISTORY     - Date     Condition        Report By
 GD0310  HISTORY     - 1948     MONUMENTED       CGS
 GD0310  HISTORY     - 1967     GOOD             CGS
 GD0310  HISTORY     - 1999     GOOD             LOWE
 GD0310  HISTORY     - 20020820 GOOD             USACE
 GD0310
 GD0310                          STATION DESCRIPTION
 GD0310
 GD0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0310'4.6 MI N FROM MARTIN.
 GD0310'ABOUT 4.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0310'THE UNION STATION AT MARTIN, ABOUT 0.7 MILE SOUTH OF THE FLAG
 GD0310'STATION AT MC CONNELL, ABOUT 0.15 MILE NORTH OF MILE POST C 413,
 GD0310'AT A PUBLIC GRAVEL ROAD CROSSING, 33.5 FEET WEST OF THE WEST
 GD0310'RAIL, 112 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 93
 GD0310'FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 GD0310'41 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 GD0310'WOODEN WITNESS POST, 1.5 FEET ABOVE THE TRACK AND SET IN THE
 GD0310'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK
 GD0310'IS NOW 0.7 OF A FOOT E OF A METAL WITNESS POST AND SIGN.
 GD0310
 GD0310                          STATION RECOVERY (1967)
 GD0310
 GD0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0310'RECOVERED IN GOOD CONDITION.
 GD0310
 GD0310                          STATION RECOVERY (1999)
 GD0310
 GD0310'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0310'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0310'RECOVERED IN GOOD CONDITION, ALTHOUGH THE STATION IS BEING
 GD0310'OVERGROWN BY TREES AND BRUSH AND WILL BE UNSUITABLE AS A GPS
 GD0310'POINT WITHOUT CLEARING.
 GD0310' 
 GD0310'THE STATION IS LOCATED ABOUT 7.40 KM (4.6 MI) NORTH OF MARTIN, ABOUT
 GD0310'7.48 KM (4.65 MI) NORTH ALONG ICRR FROM THE SITE OF THE UNION STATION
 GD0310'AT MARTIN AND ABOUT 0.24 KM (0.15 MI) NORTH OF MP 413.
 GD0310' 
 GD0310'TO REACH THE STATION FROM THE HIGHWAY 22 OVERPASS OF HIGHWAY
 GD0310'45E, GO NORTH ON HIGHWAY 45E FOR 4.83 KM (3.0 MI) TO A PAVED LANE, OLD
 GD0310'SAW MILL ROAD, ON THE RIGHT. OLD SAW MILL ROAD IS LOCATED 0.16 KM
 GD0310'(0.10 MI) NORTH OF THE NORTHERNMOST OF FOUR CONCRETE HIGHWAY
 GD0310'BRIDGES LOCATED CLOSE TOGETHER ON HIGHWAY 45E. TURN RIGHT ON
 GD0310'OLD SAW MILL ROAD AND GO EAST FOR 0.40 KM (0.25 MI) TO A DEADEND AND
 GD0310'T-JUNCTION WITH FARM FIELD ROADS IMMEDIATELY ACROSS ICRR. THE
 GD0310'STATION IS 30.48 M (100 FT) SOUTH ON THE WEST SIDE OF THE RAILROAD IN
 GD0310'THE RIGHT-OF-WAY/FIELD LINE WHICH IS OVERGROWN.
 GD0310' 
 GD0310'THE STATION IS A DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 GD0310'IS PROJECTING APPROXIMATELY 0.07 M (0.25 FT) ABOVE GROUND, AND IS
 GD0310'MARKED BY A METAL WITNESS POST. THE STATION IS 34.14 M (112 FT)
 GD0310'SOUTH OF THE CENTERLINE OF THE ROAD AT THE RAILROAD CROSSING,
 GD0310'28.65 M (94 FT) SOUTH OF A UTILITY POLE, 10.21 M (33.5 FT) WEST OF THE
 GD0310'WEST RAIL, AND ABOUT 0.45 M (1.5 FT) ABOVE THE RAILROAD AT THE TOP OF
 GD0310'A BANK.
 GD0310' 
 GD0310' 
 GD0310' 
 GD0310' 
 GD0310'
 GD0310
 GD0310                          STATION RECOVERY (2002)
 GD0310
 GD0310'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0685 ***********************************************************************
 FE0685  DESIGNATION -  N 174
 FE0685  PID         -  FE0685
 FE0685  STATE/COUNTY-  TN/GIBSON
 FE0685  USGS QUAD   -  MILAN (1983)
 FE0685
 FE0685                         *CURRENT SURVEY CONTROL
 FE0685  ___________________________________________________________________
 FE0685* NAD 83(1986)-  35 55 13.     (N)    088 45 36.     (W)     SCALED    
 FE0685* NAVD 88     -       127.737  (meters)     419.08   (feet)  ADJUSTED  
 FE0685  ___________________________________________________________________
 FE0685  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0685  DYNAMIC HT  -         127.627 (meters)     418.72  (feet)  COMP
 FE0685  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0685
 FE0685  VERT ORDER  -  FIRST     CLASS II
 FE0685
 FE0685.The horizontal coordinates were scaled from a topographic map and have
 FE0685.an estimated accuracy of +/- 6 seconds.
 FE0685
 FE0685.The orthometric height was determined by differential leveling
 FE0685.and adjusted by the National Geodetic Survey in June 1991..
 FE0685
 FE0685.The geoid height was determined by GEOID03.
 FE0685
 FE0685.The dynamic height is computed by dividing the NAVD 88
 FE0685.geopotential number by the normal gravity value computed on the
 FE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0685.degrees latitude (g = 980.6199 gals.).
 FE0685
 FE0685.The modeled gravity was interpolated from observed gravity values.
 FE0685
 FE0685;                    North         East    Units  Estimated Accuracy
 FE0685;SPC TN       -   179,580.      350,940.      MT  (+/- 180 meters Scaled)
 FE0685
 FE0685                          SUPERSEDED SURVEY CONTROL
 FE0685
 FE0685  NGVD 29 (??/??/??)  127.790  (m)          419.26   (f) ADJUSTED    1 2
 FE0685
 FE0685.Superseded values are not recommended for survey control.
 FE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0685.See file dsdata.txt to determine how the superseded data were derived.
 FE0685
 FE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE412765(NAD 83)
 FE0685_MARKER: DD = SURVEY DISK
 FE0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0685_STAMPING: N 174 1948
 FE0685_MARK LOGO: TNDG  
 FE0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0685+STABILITY: SURFACE MOTION
 FE0685
 FE0685  HISTORY     - Date     Condition        Report By
 FE0685  HISTORY     - 1948     MONUMENTED       TNDG
 FE0685  HISTORY     - 1948     GOOD             CGS
 FE0685  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0685
 FE0685                          STATION DESCRIPTION
 FE0685
 FE0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0685'AT MILAN.
 FE0685'AT MILAN, GIBSON COUNTY, AT THE INTERSECTION OF THE LOUISVILLE
 FE0685'AND NASHVILLE RAILROAD AND MAIN STREET (HIGHWAYS 45E, 77 AND
 FE0685'104), 19 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FE0685'4 FEET SOUTHWEST OF THE SOUTHWEST CURB OF MAIN STREET, 7 FEET
 FE0685'NORTHEAST OF THE EAST CORNER OF AN OPEN LOADING SHED, 6.6 FEET
 FE0685'SOUTH OF A CROSSING SIGN AND SET IN THE TOP OF A CONCRETE POST
 FE0685'ABOUT FLUSH WITH THE SIDEWALK.
 FE0685
 FE0685                          STATION RECOVERY (2002)
 FE0685
 FE0685'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0685'SUSPECTED DESTROYED. MAIN ST. WIDENED, CURB AND SIDEWALK GONE. AREA
 FE0685'NOW ASPHALT PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1220 ***********************************************************************
 FD1220  DESIGNATION -  N 175
 FD1220  PID         -  FD1220
 FD1220  STATE/COUNTY-  TN/LEWIS
 FD1220  USGS QUAD   -  GRAVES SPRING (1968)
 FD1220
 FD1220                         *CURRENT SURVEY CONTROL
 FD1220  ___________________________________________________________________
 FD1220* NAD 83(1986)-  35 33 34.     (N)    087 39 07.     (W)     SCALED    
 FD1220* NAVD 88     -       287.127  (meters)     942.02   (feet)  ADJUSTED  
 FD1220  ___________________________________________________________________
 FD1220  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1220  DYNAMIC HT  -         286.861 (meters)     941.14  (feet)  COMP
 FD1220  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD1220
 FD1220  VERT ORDER  -  FIRST     CLASS II
 FD1220
 FD1220.The horizontal coordinates were scaled from a topographic map and have
 FD1220.an estimated accuracy of +/- 6 seconds.
 FD1220
 FD1220.The orthometric height was determined by differential leveling
 FD1220.and adjusted by the National Geodetic Survey in June 1991..
 FD1220
 FD1220.The geoid height was determined by GEOID03.
 FD1220
 FD1220.The dynamic height is computed by dividing the NAVD 88
 FD1220.geopotential number by the normal gravity value computed on the
 FD1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1220.degrees latitude (g = 980.6199 gals.).
 FD1220
 FD1220.The modeled gravity was interpolated from observed gravity values.
 FD1220
 FD1220;                    North         East    Units  Estimated Accuracy
 FD1220;SPC TN       -   137,300.      450,240.      MT  (+/- 180 meters Scaled)
 FD1220
 FD1220                          SUPERSEDED SURVEY CONTROL
 FD1220
 FD1220  NGVD 29 (??/??/92)  287.106  (m)          941.95   (f) ADJ UNCH    1 2
 FD1220
 FD1220.Superseded values are not recommended for survey control.
 FD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1220.See file dsdata.txt to determine how the superseded data were derived.
 FD1220
 FD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE409352(NAD 83)
 FD1220_MARKER: DB = BENCH MARK DISK
 FD1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1220_STAMPING: N 175 1949
 FD1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1220+STABILITY: SURFACE MOTION
 FD1220
 FD1220  HISTORY     - Date     Condition        Report By
 FD1220  HISTORY     - 1949     MONUMENTED       CGS
 FD1220  HISTORY     - 1953     GOOD             NGS
 FD1220
 FD1220                          STATION DESCRIPTION
 FD1220
 FD1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1220'6 MI W FROM HOHENWALD.
 FD1220'ABOUT 6.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1220'NATIONAL BANK AT HOHENWALD, ABOUT 0.9 MILE WEST OF THE JUNCTION
 FD1220'OF A GRAVEL ROAD SOUTH, 156 FEET SOUTH-SOUTHEAST OF THE CENTER
 FD1220'OF THE JUNCTION OF A GRAVEL ROAD NORTH AND THE TOP OF A GRADE,
 FD1220'46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET
 FD1220'WEST-SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH WHITE OAK TREE,
 FD1220'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW
 FD1220'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1220'3 INCHES.
 FD1220
 FD1220                          STATION RECOVERY (1953)
 FD1220
 FD1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0291 ***********************************************************************
 GD0291  DESIGNATION -  N 177
 GD0291  PID         -  GD0291
 GD0291  STATE/COUNTY-  TN/WEAKLEY
 GD0291  USGS QUAD   -  DRESDEN (1981)
 GD0291
 GD0291                         *CURRENT SURVEY CONTROL
 GD0291  ___________________________________________________________________
 GD0291* NAD 83(1986)-  36 17 30.     (N)    088 39 52.     (W)     SCALED    
 GD0291* NAVD 88     -       145.627  (meters)     477.78   (feet)  ADJUSTED  
 GD0291  ___________________________________________________________________
 GD0291  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0291  DYNAMIC HT  -         145.507 (meters)     477.38  (feet)  COMP
 GD0291  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GD0291
 GD0291  VERT ORDER  -  FIRST     CLASS II
 GD0291
 GD0291.The horizontal coordinates were scaled from a topographic map and have
 GD0291.an estimated accuracy of +/- 6 seconds.
 GD0291
 GD0291.The orthometric height was determined by differential leveling
 GD0291.and adjusted by the National Geodetic Survey in June 1991..
 GD0291
 GD0291.The geoid height was determined by GEOID03.
 GD0291
 GD0291.The dynamic height is computed by dividing the NAVD 88
 GD0291.geopotential number by the normal gravity value computed on the
 GD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0291.degrees latitude (g = 980.6199 gals.).
 GD0291
 GD0291.The modeled gravity was interpolated from observed gravity values.
 GD0291
 GD0291;                    North         East    Units  Estimated Accuracy
 GD0291;SPC TN       -   220,540.      360,690.      MT  (+/- 180 meters Scaled)
 GD0291
 GD0291                          SUPERSEDED SURVEY CONTROL
 GD0291
 GD0291  NGVD 29 (??/??/??)  145.652  (m)          477.86   (f) ADJUSTED    1 2
 GD0291
 GD0291.Superseded values are not recommended for survey control.
 GD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0291.See file dsdata.txt to determine how the superseded data were derived.
 GD0291
 GD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF505175(NAD 83)
 GD0291_MARKER: DB = BENCH MARK DISK
 GD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0291_STAMPING: N 177 1949
 GD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0291+STABILITY: SURFACE MOTION
 GD0291
 GD0291  HISTORY     - Date     Condition        Report By
 GD0291  HISTORY     - 1949     MONUMENTED       CGS
 GD0291  HISTORY     - 1967     GOOD             CGS
 GD0291  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0291
 GD0291                          STATION DESCRIPTION
 GD0291
 GD0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0291'2.4 MI E FROM DRESDEN.
 GD0291'ABOUT 2.45 MILES EAST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0291'HOUSE AT DRESDEN, ABOUT 60 FEET SOUTHWEST OF THE WEST END OF A
 GD0291'12-FOOT CUT, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GD0291'94.5 FEET WEST-SOUTHWEST OF A POWER POLE, 55 FEET SOUTH-SOUTHEAST
 GD0291'OF THE CENTER OF THE SOUTH END OF A 16-INCH PIPE CULVERT WITH
 GD0291'CONCRETE HEAD WALLS, 81.5 FEET WEST OF A FENCE CORNER, 2 FEET
 GD0291'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GD0291'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0291'INCHES.  NOTE-- THIS MARK IS NOW 0.7 OF A FOOT N OF A METAL
 GD0291'WITNESS POST AND SIGN.
 GD0291
 GD0291                          STATION RECOVERY (1967)
 GD0291
 GD0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0291'RECOVERED IN GOOD CONDITION.
 GD0291
 GD0291                          STATION RECOVERY (2002)
 GD0291
 GD0291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0203 ***********************************************************************
 FD0203  DESIGNATION -  N 178
 FD0203  PID         -  FD0203
 FD0203  STATE/COUNTY-  TN/FRANKLIN
 FD0203  USGS QUAD   -  BELVIDERE (1982)
 FD0203
 FD0203                         *CURRENT SURVEY CONTROL
 FD0203  ___________________________________________________________________
 FD0203* NAD 83(1986)-  35 07 45.     (N)    086 11 11.     (W)     SCALED    
 FD0203* NAVD 88     -       302.406  (meters)     992.14   (feet)  ADJUSTED  
 FD0203  ___________________________________________________________________
 FD0203  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0203  DYNAMIC HT  -         302.109 (meters)     991.17  (feet)  COMP
 FD0203  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 FD0203
 FD0203  VERT ORDER  -  FIRST     CLASS II
 FD0203
 FD0203.The horizontal coordinates were scaled from a topographic map and have
 FD0203.an estimated accuracy of +/- 6 seconds.
 FD0203
 FD0203.The orthometric height was determined by differential leveling
 FD0203.and adjusted by the National Geodetic Survey in June 1991..
 FD0203
 FD0203.The geoid height was determined by GEOID03.
 FD0203
 FD0203.The dynamic height is computed by dividing the NAVD 88
 FD0203.geopotential number by the normal gravity value computed on the
 FD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0203.degrees latitude (g = 980.6199 gals.).
 FD0203
 FD0203.The modeled gravity was interpolated from observed gravity values.
 FD0203
 FD0203;                    North         East    Units  Estimated Accuracy
 FD0203;SPC TN       -    88,320.      583,010.      MT  (+/- 180 meters Scaled)
 FD0203
 FD0203                          SUPERSEDED SURVEY CONTROL
 FD0203
 FD0203  NGVD 29 (??/??/92)  302.373  (m)          992.04   (f) ADJ UNCH    1 2
 FD0203
 FD0203.Superseded values are not recommended for survey control.
 FD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0203.See file dsdata.txt to determine how the superseded data were derived.
 FD0203
 FD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED741876(NAD 83)
 FD0203_MARKER: DB = BENCH MARK DISK
 FD0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0203_STAMPING: N 178 1949
 FD0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0203+STABILITY: SURFACE MOTION
 FD0203
 FD0203  HISTORY     - Date     Condition        Report By
 FD0203  HISTORY     - 1949     MONUMENTED       CGS
 FD0203
 FD0203                          STATION DESCRIPTION
 FD0203
 FD0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0203'0.5 MI NE FROM BELVIDERE.
 FD0203'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0203'RAILWAY FROM THE STATION AT BELVIDERE, AT A NORTH-SOUTH ROAD
 FD0203'CROSSING, 78 FEET NORTHEAST OF POLE 8/15, 104 1/2 FEET NORTH OF
 FD0203'THE NORTHEAST CORNER OF A HOUSE, 72 FEET SOUTH-SOUTHWEST OF THE
 FD0203'CENTER OF THE CROSSING, 32 FEET WEST OF THE CENTER LINE OF THE
 FD0203'ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET
 FD0203'NORTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE TRACK
 FD0203'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0351 ***********************************************************************
 FD0351  DESIGNATION -  N 179
 FD0351  PID         -  FD0351
 FD0351  STATE/COUNTY-  TN/LINCOLN
 FD0351  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0351
 FD0351                         *CURRENT SURVEY CONTROL
 FD0351  ___________________________________________________________________
 FD0351* NAD 83(1986)-  35 09 22.     (N)    086 30 13.     (W)     SCALED    
 FD0351* NAVD 88     -       212.900  (meters)     698.49   (feet)  ADJUSTED  
 FD0351  ___________________________________________________________________
 FD0351  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD0351  DYNAMIC HT  -         212.702 (meters)     697.84  (feet)  COMP
 FD0351  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FD0351
 FD0351  VERT ORDER  -  FIRST     CLASS II
 FD0351
 FD0351.The horizontal coordinates were scaled from a topographic map and have
 FD0351.an estimated accuracy of +/- 6 seconds.
 FD0351
 FD0351.The orthometric height was determined by differential leveling
 FD0351.and adjusted by the National Geodetic Survey in June 1991..
 FD0351
 FD0351.The geoid height was determined by GEOID03.
 FD0351
 FD0351.The dynamic height is computed by dividing the NAVD 88
 FD0351.geopotential number by the normal gravity value computed on the
 FD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0351.degrees latitude (g = 980.6199 gals.).
 FD0351
 FD0351.The modeled gravity was interpolated from observed gravity values.
 FD0351
 FD0351;                    North         East    Units  Estimated Accuracy
 FD0351;SPC TN       -    91,410.      554,110.      MT  (+/- 180 meters Scaled)
 FD0351
 FD0351                          SUPERSEDED SURVEY CONTROL
 FD0351
 FD0351  NGVD 29 (??/??/92)  212.881  (m)          698.43   (f) ADJ UNCH    1 2
 FD0351
 FD0351.Superseded values are not recommended for survey control.
 FD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0351.See file dsdata.txt to determine how the superseded data were derived.
 FD0351
 FD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED452904(NAD 83)
 FD0351_MARKER: DB = BENCH MARK DISK
 FD0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0351_STAMPING: N 179 1949
 FD0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0351+STABILITY: SURFACE MOTION
 FD0351
 FD0351  HISTORY     - Date     Condition        Report By
 FD0351  HISTORY     - 1949     MONUMENTED       CGS
 FD0351  HISTORY     - 1980     GOOD             LOCSUR
 FD0351
 FD0351                          STATION DESCRIPTION
 FD0351
 FD0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0351'3 MI NW FROM KELSO.
 FD0351'3.0 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0351'LOUIS RAILWAY FROM THE STATION AT KELSO, ABOUT 3.55 MILES SOUTHWEST
 FD0351'OF THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE, ABOUT 1.65
 FD0351'MILES NORTHWEST OF THE BRIDGE OVER ELK RIVER, ABOUT 0.1 MILE
 FD0351'NORTHWEST OF A SMALL RAILROAD BRIDGE, ABOUT 0.1 MILE SOUTHEAST
 FD0351'OF MILE POST 35, AT THE SOUTHEAST END OF A LOW CUT, 40 FEET
 FD0351'SOUTH-SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 64, 35 1/2
 FD0351'FEET WEST OF TELEPHONE POLE NO. 49, 27 1/2 FEET NORTHWEST OF
 FD0351'A WHISTLE SIGN POST, 21 FEET NORTH-NORTHEAST OF THE NEAR RAIL,
 FD0351'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 FD0351'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0351'3 INCHES.
 FD0351
 FD0351                          STATION RECOVERY (1980)
 FD0351
 FD0351'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FD0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0225 ***********************************************************************
 GD0225  DESIGNATION -  N 18
 GD0225  PID         -  GD0225
 GD0225  STATE/COUNTY-  TN/HENRY
 GD0225  USGS QUAD   -  MANSFIELD (1985)
 GD0225
 GD0225                         *CURRENT SURVEY CONTROL
 GD0225  ___________________________________________________________________
 GD0225* NAD 83(1986)-  36 14 27.     (N)    088 17 44.     (W)     SCALED    
 GD0225* NAVD 88     -       126.115  (meters)     413.76   (feet)  ADJUSTED  
 GD0225  ___________________________________________________________________
 GD0225  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0225  DYNAMIC HT  -         126.011 (meters)     413.42  (feet)  COMP
 GD0225  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GD0225
 GD0225  VERT ORDER  -  FIRST     CLASS II
 GD0225
 GD0225.The horizontal coordinates were scaled from a topographic map and have
 GD0225.an estimated accuracy of +/- 6 seconds.
 GD0225
 GD0225.The orthometric height was determined by differential leveling
 GD0225.and adjusted by the National Geodetic Survey in June 1991..
 GD0225
 GD0225.The geoid height was determined by GEOID03.
 GD0225
 GD0225.The dynamic height is computed by dividing the NAVD 88
 GD0225.geopotential number by the normal gravity value computed on the
 GD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0225.degrees latitude (g = 980.6199 gals.).
 GD0225
 GD0225.The modeled gravity was interpolated from observed gravity values.
 GD0225
 GD0225;                    North         East    Units  Estimated Accuracy
 GD0225;SPC TN       -   214,060.      393,680.      MT  (+/- 180 meters Scaled)
 GD0225
 GD0225                          SUPERSEDED SURVEY CONTROL
 GD0225
 GD0225  NGVD 29 (??/??/??)  126.153  (m)          413.89   (f) ADJUSTED    1 2
 GD0225
 GD0225.Superseded values are not recommended for survey control.
 GD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0225.See file dsdata.txt to determine how the superseded data were derived.
 GD0225
 GD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF835114(NAD 83)
 GD0225_MARKER: DB = BENCH MARK DISK
 GD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0225_STAMPING: 414.107 N 18 1934
 GD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0225+STABILITY: SURFACE MOTION
 GD0225
 GD0225  HISTORY     - Date     Condition        Report By
 GD0225  HISTORY     - 1934     MONUMENTED       CGS
 GD0225  HISTORY     - 1935     GOOD             CGS
 GD0225  HISTORY     - 1971     GOOD             NGS
 GD0225
 GD0225                          STATION DESCRIPTION
 GD0225
 GD0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0225'5 MI S FROM PARIS.
 GD0225'5.0 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0225'RAILWAY FROM THE STATION AT PARIS, HENRY COUNTY, 5 RAILS SOUTH
 GD0225'OF MILEPOST 69, AT A ROAD CROSSING, 45 FEET EAST OF THE TRACK, AND
 GD0225'25 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED 414.107 N 18
 GD0225'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0225
 GD0225                          STATION RECOVERY (1971)
 GD0225
 GD0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0311 ***********************************************************************
 FD0311  DESIGNATION -  N 180
 FD0311  PID         -  FD0311
 FD0311  STATE/COUNTY-  TN/MARSHALL
 FD0311  USGS QUAD   -  BELFAST (1982)
 FD0311
 FD0311                         *CURRENT SURVEY CONTROL
 FD0311  ___________________________________________________________________
 FD0311* NAD 83(1986)-  35 24 04.     (N)    086 40 54.     (W)     SCALED    
 FD0311* NAVD 88     -       276.495  (meters)     907.13   (feet)  ADJUSTED  
 FD0311  ___________________________________________________________________
 FD0311  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0311  DYNAMIC HT  -         276.242 (meters)     906.30  (feet)  COMP
 FD0311  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FD0311
 FD0311  VERT ORDER  -  FIRST     CLASS II
 FD0311
 FD0311.The horizontal coordinates were scaled from a topographic map and have
 FD0311.an estimated accuracy of +/- 6 seconds.
 FD0311
 FD0311.The orthometric height was determined by differential leveling
 FD0311.and adjusted by the National Geodetic Survey in June 1991..
 FD0311
 FD0311.The geoid height was determined by GEOID03.
 FD0311
 FD0311.The dynamic height is computed by dividing the NAVD 88
 FD0311.geopotential number by the normal gravity value computed on the
 FD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0311.degrees latitude (g = 980.6199 gals.).
 FD0311
 FD0311.The modeled gravity was interpolated from observed gravity values.
 FD0311
 FD0311;                    North         East    Units  Estimated Accuracy
 FD0311;SPC TN       -   118,690.      538,080.      MT  (+/- 180 meters Scaled)
 FD0311
 FD0311                          SUPERSEDED SURVEY CONTROL
 FD0311
 FD0311  NGVD 29 (??/??/92)  276.465  (m)          907.04   (f) ADJ UNCH    1 2
 FD0311
 FD0311.Superseded values are not recommended for survey control.
 FD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0311.See file dsdata.txt to determine how the superseded data were derived.
 FD0311
 FD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE289175(NAD 83)
 FD0311_MARKER: DB = BENCH MARK DISK
 FD0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0311_SP_SET: ABUTMENT
 FD0311_STAMPING: N 180 1949
 FD0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0311
 FD0311  HISTORY     - Date     Condition        Report By
 FD0311  HISTORY     - 1949     MONUMENTED       CGS
 FD0311
 FD0311                          STATION DESCRIPTION
 FD0311
 FD0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0311'1.8 MI SE FROM BELFAST.
 FD0311'1.8 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0311'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0311'ABOUT 0.25 MILE NORTHWEST OF A ROAD CROSSING, SET IN THE TOP OF
 FD0311'THE WEST END OF THE SOUTH ABUTMENT OF STONE RAILROAD BRIDGE NO.
 FD0311'59.4, 8 FEET WEST OF THE WEST RAIL AND ABOUT 2 1/2 FEET BELOW THE
 FD0311'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0192 ***********************************************************************
 GD0192  DESIGNATION -  N 181
 GD0192  PID         -  GD0192
 GD0192  STATE/COUNTY-  TN/HENRY
 GD0192  USGS QUAD   -  PARIS (1986)
 GD0192
 GD0192                         *CURRENT SURVEY CONTROL
 GD0192  ___________________________________________________________________
 GD0192* NAD 83(1986)-  36 18 08.     (N)    088 20 13.     (W)     SCALED    
 GD0192* NAVD 88     -       153.320  (meters)     503.02   (feet)  ADJUSTED  
 GD0192  ___________________________________________________________________
 GD0192  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0192  DYNAMIC HT  -         153.194 (meters)     502.60  (feet)  COMP
 GD0192  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GD0192
 GD0192  VERT ORDER  -  FIRST     CLASS II
 GD0192
 GD0192.The horizontal coordinates were scaled from a topographic map and have
 GD0192.an estimated accuracy of +/- 6 seconds.
 GD0192
 GD0192.The orthometric height was determined by differential leveling
 GD0192.and adjusted by the National Geodetic Survey in June 1991..
 GD0192
 GD0192.The geoid height was determined by GEOID03.
 GD0192
 GD0192.The dynamic height is computed by dividing the NAVD 88
 GD0192.geopotential number by the normal gravity value computed on the
 GD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0192.degrees latitude (g = 980.6199 gals.).
 GD0192
 GD0192.The modeled gravity was interpolated from observed gravity values.
 GD0192
 GD0192;                    North         East    Units  Estimated Accuracy
 GD0192;SPC TN       -   220,960.      390,120.      MT  (+/- 180 meters Scaled)
 GD0192
 GD0192                          SUPERSEDED SURVEY CONTROL
 GD0192
 GD0192  NGVD 29 (??/??/??)  153.361  (m)          503.15   (f) ADJUSTED    1 2
 GD0192
 GD0192.Superseded values are not recommended for survey control.
 GD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0192.See file dsdata.txt to determine how the superseded data were derived.
 GD0192
 GD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF799182(NAD 83)
 GD0192_MARKER: DB = BENCH MARK DISK
 GD0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0192_SP_SET: OVERPASS
 GD0192_STAMPING: N 181 1949
 GD0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0192+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0192
 GD0192  HISTORY     - Date     Condition        Report By
 GD0192  HISTORY     - 1949     MONUMENTED       CGS
 GD0192  HISTORY     - 1968     GOOD             CGS
 GD0192  HISTORY     - 1971     GOOD             NGS
 GD0192  HISTORY     - 20040508 GOOD             USACE
 GD0192
 GD0192                          STATION DESCRIPTION
 GD0192
 GD0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0192'AT PARIS.
 GD0192'THE MARK IS ABOUT 0.6 OF A MILE ALONG STATE ROUTES 54 AND 69 FROM
 GD0192'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0192'PARIS, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 GD0192'CONCRETE OVERPASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0192'TRACKS.  IT IS 215 FEET WEST OF THE APPROXIMATE CENTER OF IRWIN
 GD0192'STREET AT A POINT WHERE IT INTERSECTS WEST WOOD STREET, 26
 GD0192'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTES 54 AND 69,
 GD0192'19 FEET WEST OF A LIGHT POLE, 15.5 FEET WEST OF THE EAST END OF
 GD0192'THE OVERPASS HANDRAIL, AND 1 FOOT SOUTH OF THE CONCRETE BANISTER.
 GD0192'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GD0192'EAST ABUTMENT OF THE OVERPASS AND THE DISK IS STAMPED N 181
 GD0192'1949.  DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
 GD0192
 GD0192                          STATION RECOVERY (1971)
 GD0192
 GD0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0192'RECOVERED IN GOOD CONDITION.
 GD0192
 GD0192                          STATION RECOVERY (2004)
 GD0192
 GD0192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0843 ***********************************************************************
 EE0843  DESIGNATION -  N 183
 EE0843  PID         -  EE0843
 EE0843  STATE/COUNTY-  TN/MARION
 EE0843  USGS QUAD   -  NEW HOME (1982)
 EE0843
 EE0843                         *CURRENT SURVEY CONTROL
 EE0843  ___________________________________________________________________
 EE0843* NAD 83(1986)-  34 59 59.     (N)    085 35 59.     (W)     SCALED    
 EE0843* NAVD 88     -       186.527  (meters)     611.96   (feet)  ADJUSTED  
 EE0843  ___________________________________________________________________
 EE0843  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE0843  DYNAMIC HT  -         186.344 (meters)     611.36  (feet)  COMP
 EE0843  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EE0843
 EE0843  VERT ORDER  -  FIRST     CLASS II
 EE0843
 EE0843.The horizontal coordinates were scaled from a topographic map and have
 EE0843.an estimated accuracy of +/- 6 seconds.
 EE0843
 EE0843.The orthometric height was determined by differential leveling
 EE0843.and adjusted by the National Geodetic Survey in June 1991..
 EE0843
 EE0843.The geoid height was determined by GEOID03.
 EE0843
 EE0843.The dynamic height is computed by dividing the NAVD 88
 EE0843.geopotential number by the normal gravity value computed on the
 EE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0843.degrees latitude (g = 980.6199 gals.).
 EE0843
 EE0843.The modeled gravity was interpolated from observed gravity values.
 EE0843
 EE0843;                    North         East    Units  Estimated Accuracy
 EE0843;SPC TN       -    74,010.      636,540.      MT  (+/- 180 meters Scaled)
 EE0843
 EE0843                          SUPERSEDED SURVEY CONTROL
 EE0843
 EE0843  NGVD 29 (??/??/92)  186.526  (m)          611.96   (f) ADJ UNCH    1 2
 EE0843
 EE0843.Superseded values are not recommended for survey control.
 EE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0843.See file dsdata.txt to determine how the superseded data were derived.
 EE0843
 EE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD277739(NAD 83)
 EE0843_MARKER: DB = BENCH MARK DISK
 EE0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0843_SP_SET: WALL
 EE0843_STAMPING: N 183 1950
 EE0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0843
 EE0843  HISTORY     - Date     Condition        Report By
 EE0843  HISTORY     - 1950     MONUMENTED       CGS
 EE0843  HISTORY     - 1963     GOOD             NGS
 EE0843
 EE0843                          STATION DESCRIPTION
 EE0843
 EE0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0843'3.2 MI W FROM LADDS.
 EE0843'ABOUT 8.0 MILES NORTHEASTERLY ALONG LOUISVILLE AND NASHVILLE
 EE0843'RAILROAD FROM THE STATION AT BRIDGEPORT, ALABAMA, ABOUT 3.2
 EE0843'MILES WESTERLY ALONG SAME FROM THE UNDERPASS OF NO. 156 TENNESSEE
 EE0843'HWY. IN LADDS, ABOUT 0.6 MILE EASTERLY FROM THE FLAGSTOP STATION
 EE0843'AT SHELLMOUND, ABOUT 80 YARDS W OF NO. 130 RAILROAD MILEPOST,
 EE0843'97-1/2 FEET NNW OF NW RAIL OF MAIN LINE DOUBLE TRACKS, ABOUT
 EE0843'18-1/2 FEET LOWER THAN TOP OF SAME, 0.4 FOOT SSE OF MOST WESTERLY
 EE0843'CORNER OF 6-FOOT SQUARE 30-FOOT HIGH CONCRETE TOWER THAT HOUSES
 EE0843'A RIVER GAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1099 ***********************************************************************
 FC1099  DESIGNATION -  N 184
 FC1099  PID         -  FC1099
 FC1099  STATE/COUNTY-  TN/HAMILTON
 FC1099  USGS QUAD   -  DAISY (1976)
 FC1099
 FC1099                         *CURRENT SURVEY CONTROL
 FC1099  ___________________________________________________________________
 FC1099* NAD 83(1986)-  35 11 08.     (N)    085 14 18.     (W)     SCALED    
 FC1099* NAVD 88     -       208.846  (meters)     685.19   (feet)  ADJUSTED  
 FC1099  ___________________________________________________________________
 FC1099  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1099  DYNAMIC HT  -         208.638 (meters)     684.51  (feet)  COMP
 FC1099  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FC1099
 FC1099  VERT ORDER  -  FIRST     CLASS II
 FC1099
 FC1099.The horizontal coordinates were scaled from a topographic map and have
 FC1099.an estimated accuracy of +/- 6 seconds.
 FC1099
 FC1099.The orthometric height was determined by differential leveling
 FC1099.and adjusted by the National Geodetic Survey in June 1991..
 FC1099
 FC1099.The geoid height was determined by GEOID03.
 FC1099
 FC1099.The dynamic height is computed by dividing the NAVD 88
 FC1099.geopotential number by the normal gravity value computed on the
 FC1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1099.degrees latitude (g = 980.6199 gals.).
 FC1099
 FC1099.The modeled gravity was interpolated from observed gravity values.
 FC1099
 FC1099;                    North         East    Units  Estimated Accuracy
 FC1099;SPC TN       -    94,830.      669,370.      MT  (+/- 180 meters Scaled)
 FC1099
 FC1099                          SUPERSEDED SURVEY CONTROL
 FC1099
 FC1099  NGVD 29 (??/??/92)  208.889  (m)          685.33   (f) ADJ UNCH    1 2
 FC1099
 FC1099.Superseded values are not recommended for survey control.
 FC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1099.See file dsdata.txt to determine how the superseded data were derived.
 FC1099
 FC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD604950(NAD 83)
 FC1099_MARKER: DB = BENCH MARK DISK
 FC1099_SETTING: 66 = SET IN ROCK OUTCROP
 FC1099_SP_SET: ROCK OUTCROP
 FC1099_STAMPING: N 184 1950
 FC1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1099+STABILITY: POSITION/ELEVATION WELL
 FC1099
 FC1099  HISTORY     - Date     Condition        Report By
 FC1099  HISTORY     - 1950     MONUMENTED       CGS
 FC1099  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1099
 FC1099                          STATION DESCRIPTION
 FC1099
 FC1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1099'3.2 MI N FROM HIXON.
 FC1099'ABOUT 3.15 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1099'STATION AT HIXON, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF A
 FC1099'POWER TRANSMISSION LINE, ABOUT 0.45 MILE NORTH OF RAILWAY BRIDGE
 FC1099'NO. 326.0 OVER NORTH CHICKAMAUGA CREEK, SET VERTICALLY IN A
 FC1099'LIMESTONE OUTCROP PROTRUDING OUT OF CUT BANK, DIRECTLY ACROSS
 FC1099'THE TRACK FROM A POINT WHERE NORTH CHICKAMAUGA CREEK BENDS
 FC1099'SHARPLY WEST AWAY FROM TRACK AND PARALLELS THE TRACK TO THE SOUTH,
 FC1099'84 1/2 FEET SOUTH OF A SIGN STATION ONE MILE, 33 FEET SOUTHEAST
 FC1099'OF A SIGNAL BATTERY BOX, 33 FEET EAST OF THE EAST RAIL, 14.8 FEET
 FC1099'NORTH OF AN 8-INCH CHISELED TRIANGLE ON ANOTHER LIMESTONE OUTCROP
 FC1099'IN CUT, ABOUT 1 1/2 FEET ABOVE THE TRACK.
 FC1099
 FC1099                          STATION RECOVERY (1958)
 FC1099
 FC1099'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0469 ***********************************************************************
 FD0469  DESIGNATION -  N 185
 FD0469  PID         -  FD0469
 FD0469  STATE/COUNTY-  TN/MAURY
 FD0469  USGS QUAD   -  GLENDALE (1981)
 FD0469
 FD0469                         *CURRENT SURVEY CONTROL
 FD0469  ___________________________________________________________________
 FD0469* NAD 83(1986)-  35 33 56.     (N)    086 58 41.     (W)     SCALED    
 FD0469* NAVD 88     -       193.715  (meters)     635.55   (feet)  ADJUSTED  
 FD0469  ___________________________________________________________________
 FD0469  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0469  DYNAMIC HT  -         193.544 (meters)     634.99  (feet)  COMP
 FD0469  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FD0469
 FD0469  VERT ORDER  -  FIRST     CLASS II
 FD0469
 FD0469.The horizontal coordinates were scaled from a topographic map and have
 FD0469.an estimated accuracy of +/- 6 seconds.
 FD0469
 FD0469.The orthometric height was determined by differential leveling
 FD0469.and adjusted by the National Geodetic Survey in June 1991..
 FD0469
 FD0469.The geoid height was determined by GEOID03.
 FD0469
 FD0469.The dynamic height is computed by dividing the NAVD 88
 FD0469.geopotential number by the normal gravity value computed on the
 FD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0469.degrees latitude (g = 980.6199 gals.).
 FD0469
 FD0469.The modeled gravity was interpolated from observed gravity values.
 FD0469
 FD0469;                    North         East    Units  Estimated Accuracy
 FD0469;SPC TN       -   137,160.      511,340.      MT  (+/- 180 meters Scaled)
 FD0469
 FD0469                          SUPERSEDED SURVEY CONTROL
 FD0469
 FD0469  NGVD 29 (??/??/92)  193.698  (m)          635.49   (f) ADJ UNCH    1 2
 FD0469
 FD0469.Superseded values are not recommended for survey control.
 FD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0469.See file dsdata.txt to determine how the superseded data were derived.
 FD0469
 FD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE019357(NAD 83)
 FD0469_MARKER: DB = BENCH MARK DISK
 FD0469_SETTING: 66 = SET IN ROCK OUTCROP
 FD0469_SP_SET: ROCK OUTCROP
 FD0469_STAMPING: N 185 1949
 FD0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0469+STABILITY: POSITION/ELEVATION WELL
 FD0469
 FD0469  HISTORY     - Date     Condition        Report By
 FD0469  HISTORY     - 1949     MONUMENTED       CGS
 FD0469
 FD0469                          STATION DESCRIPTION
 FD0469
 FD0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0469'5.2 MI SE FROM COLUMBIA.
 FD0469'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE COURT HOUSE
 FD0469'AT COLUMBIA, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG A ROAD
 FD0469'FOLLOWING OLD ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA
 FD0469'AND ST. LOUIS RAILWAY, ABOUT 0.55 MILE SOUTHEAST OF A BRIDGE
 FD0469'OVER GOOSE CREEK, ABOUT 2.4 MILES NORTHWEST OF THE CROSSROAD AND
 FD0469'STORE AT HILL, AT A FARM HOUSE NORTH OF ROAD, ABOUT 0.15 MILE
 FD0469'WEST-NORTHWEST OF A ROAD CROSSING, 58 FEET NORTHWEST OF THE
 FD0469'STONE CHIMNEY OF HOUSE, 92 FEET NORTH OF THE CENTER OF THE
 FD0469'JUNCTION OF ROAD AND DRIVE WAY TO HOUSE, 86 FEET NORTHEAST
 FD0469'OF THE CENTER LINE OF THE ROAD, 31 1/2 FEET NORTHEAST OF A
 FD0469'28-INCH OAK TREE, 7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FD0469'OF A GARAGE AND SET IN THE TOP OF A FLAT OUTCROP OF ROCK ABOUT
 FD0469'3 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0244 ***********************************************************************
 GA0244  DESIGNATION -  N 185
 GA0244  PID         -  GA0244
 GA0244  STATE/COUNTY-  TN/SULLIVAN
 GA0244  USGS QUAD   -  BRISTOL (1991)
 GA0244
 GA0244                         *CURRENT SURVEY CONTROL
 GA0244  ___________________________________________________________________
 GA0244* NAD 83(1986)-  36 35 43.     (N)    082 14 35.     (W)     SCALED    
 GA0244* NAVD 88     -       540.872  (meters)    1774.51   (feet)  ADJUSTED  
 GA0244  ___________________________________________________________________
 GA0244  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0244  DYNAMIC HT  -         540.372 (meters)    1772.87  (feet)  COMP
 GA0244  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA0244
 GA0244  VERT ORDER  -  SECOND    CLASS 0
 GA0244
 GA0244.The horizontal coordinates were scaled from a topographic map and have
 GA0244.an estimated accuracy of +/- 6 seconds.
 GA0244
 GA0244.The orthometric height was determined by differential leveling
 GA0244.and adjusted by the National Geodetic Survey in June 1991..
 GA0244
 GA0244.The geoid height was determined by GEOID03.
 GA0244
 GA0244.The dynamic height is computed by dividing the NAVD 88
 GA0244.geopotential number by the normal gravity value computed on the
 GA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0244.degrees latitude (g = 980.6199 gals.).
 GA0244
 GA0244.The modeled gravity was interpolated from observed gravity values.
 GA0244
 GA0244;                    North         East    Units  Estimated Accuracy
 GA0244;SPC TN       -   257,420.      936,110.      MT  (+/- 180 meters Scaled)
 GA0244
 GA0244                          SUPERSEDED SURVEY CONTROL
 GA0244
 GA0244  NGVD 29 (??/??/92)  540.996  (m)         1774.92   (f) ADJ UNCH    2 0
 GA0244
 GA0244.Superseded values are not recommended for survey control.
 GA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0244.See file dsdata.txt to determine how the superseded data were derived.
 GA0244
 GA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA888506(NAD 83)
 GA0244_MARKER: DB = BENCH MARK DISK
 GA0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0244_STAMPING: N 185 1935
 GA0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0244+STABILITY: SURFACE MOTION
 GA0244
 GA0244  HISTORY     - Date     Condition        Report By
 GA0244  HISTORY     - 1935     MONUMENTED       CGS
 GA0244  HISTORY     - 1961     GOOD             NGS
 GA0244
 GA0244                          STATION DESCRIPTION
 GA0244
 GA0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0244'AT BRISTOL.
 GA0244'FROM A POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0244'HIGHWAY 81 IN WEST BRISTOL, GO 0.9 MILE NORTHEAST ON INTERSTATE
 GA0244'81.  THE BENCH MARK IS ABOUT 450 FT. WEST OF THE
 GA0244'TENNESSEE-VIRGINIA STATE LINE, 131 FT. SOUTH OF THE CENTER OF
 GA0244'THE EAST BOUND TRAFFIC LANES OF INTERSTATE 81, 32.4 FT. SOUTH
 GA0244'OF THE RIGHT-OF-WAY FENCE, 17.6 FT. NORTH OF THE CENTER OF A
 GA0244'GRAVELED ROAD, AND 0.8 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 GA0244'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS
 GA0244'ABOUT 20 FT. BELOW THE LEVEL OF INTERSTATE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0507 ***********************************************************************
 FD0507  DESIGNATION -  N 186
 FD0507  PID         -  FD0507
 FD0507  STATE/COUNTY-  TN/RUTHERFORD
 FD0507  USGS QUAD   -  SMYRNA (1998)
 FD0507
 FD0507                         *CURRENT SURVEY CONTROL
 FD0507  ___________________________________________________________________
 FD0507* NAD 83(1986)-  35 58 50.     (N)    086 31 05.     (W)     SCALED    
 FD0507* NAVD 88     -       165.487  (meters)     542.94   (feet)  ADJUSTED  
 FD0507  ___________________________________________________________________
 FD0507  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0507  DYNAMIC HT  -         165.345 (meters)     542.47  (feet)  COMP
 FD0507  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FD0507
 FD0507  VERT ORDER  -  FIRST     CLASS II
 FD0507
 FD0507.The horizontal coordinates were scaled from a topographic map and have
 FD0507.an estimated accuracy of +/- 6 seconds.
 FD0507
 FD0507.The orthometric height was determined by differential leveling
 FD0507.and adjusted by the National Geodetic Survey in June 1991..
 FD0507
 FD0507.The geoid height was determined by GEOID03.
 FD0507
 FD0507.The dynamic height is computed by dividing the NAVD 88
 FD0507.geopotential number by the normal gravity value computed on the
 FD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0507.degrees latitude (g = 980.6199 gals.).
 FD0507
 FD0507.The modeled gravity was interpolated from observed gravity values.
 FD0507
 FD0507;                    North         East    Units  Estimated Accuracy
 FD0507;SPC TN       -   182,880.      553,280.      MT  (+/- 180 meters Scaled)
 FD0507
 FD0507                          SUPERSEDED SURVEY CONTROL
 FD0507
 FD0507  NGVD 29 (??/??/92)  165.506  (m)          543.00   (f) ADJ UNCH    1 2
 FD0507
 FD0507.Superseded values are not recommended for survey control.
 FD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0507.See file dsdata.txt to determine how the superseded data were derived.
 FD0507
 FD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE434818(NAD 83)
 FD0507_MARKER: DB = BENCH MARK DISK
 FD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0507_STAMPING: N 186 1949
 FD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0507+STABILITY: SURFACE MOTION
 FD0507
 FD0507  HISTORY     - Date     Condition        Report By
 FD0507  HISTORY     - 1949     MONUMENTED       CGS
 FD0507  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0507
 FD0507                          STATION DESCRIPTION
 FD0507
 FD0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0507'AT SMYRNA.
 FD0507'AT SMYRNA, ABOUT 0.15 MILE SOUTHEAST ALONG THE NASHVILLE,
 FD0507'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, 99 FEET
 FD0507'WEST AND ACROSS THE TRACK FROM POLE NO. 20/10, 123 FEET
 FD0507'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE OLD SMYRNA ROAD
 FD0507'AND A STREET SOUTHWEST TO THE WATER TANK, 35 FEET SOUTHWEST OF
 FD0507'THE SOUTHWEST RAIL OF THE MAIN TRACK, 10 FEET SOUTHEAST OF A
 FD0507'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 39 FEET EAST
 FD0507'OF THE SOUTHEAST CORNER OF A FEED AND COAL COMPANY BUILDING,
 FD0507'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FD0507'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0507'1 INCH.
 FD0507
 FD0507                          STATION RECOVERY (2001)
 FD0507
 FD0507'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0408 ***********************************************************************
 GC0408  DESIGNATION -  N 187
 GC0408  PID         -  GC0408
 GC0408  STATE/COUNTY-  TN/DAVIDSON
 GC0408  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0408
 GC0408                         *CURRENT SURVEY CONTROL
 GC0408  ___________________________________________________________________
 GC0408* NAD 83(1986)-  36 07 46.     (N)    086 40 57.     (W)     SCALED    
 GC0408* NAVD 88     -       174.426  (meters)     572.26   (feet)  ADJUSTED  
 GC0408  ___________________________________________________________________
 GC0408  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0408  DYNAMIC HT  -         174.277 (meters)     571.77  (feet)  COMP
 GC0408  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GC0408
 GC0408  VERT ORDER  -  FIRST     CLASS II
 GC0408
 GC0408.This mark is at Nashville Intl Airport (BNA)
 GC0408
 GC0408.The horizontal coordinates were scaled from a topographic map and have
 GC0408.an estimated accuracy of +/- 6 seconds.
 GC0408
 GC0408.The orthometric height was determined by differential leveling
 GC0408.and adjusted by the National Geodetic Survey in June 1991..
 GC0408.WARNING-Repeat measurements at this control monument indicate possible
 GC0408.vertical movement.
 GC0408
 GC0408.The geoid height was determined by GEOID03.
 GC0408
 GC0408.The dynamic height is computed by dividing the NAVD 88
 GC0408.geopotential number by the normal gravity value computed on the
 GC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0408.degrees latitude (g = 980.6199 gals.).
 GC0408
 GC0408.The modeled gravity was interpolated from observed gravity values.
 GC0408
 GC0408;                    North         East    Units  Estimated Accuracy
 GC0408;SPC TN       -   199,490.      538,570.      MT  (+/- 180 meters Scaled)
 GC0408
 GC0408                          SUPERSEDED SURVEY CONTROL
 GC0408
 GC0408  NGVD 29 (??/??/92)  174.448  (m)          572.33   (f) ADJ UNCH    1 2
 GC0408
 GC0408.Superseded values are not recommended for survey control.
 GC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0408.See file dsdata.txt to determine how the superseded data were derived.
 GC0408
 GC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE285983(NAD 83)
 GC0408_MARKER: DB = BENCH MARK DISK
 GC0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0408_STAMPING: N 187 1949
 GC0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0408+STABILITY: SURFACE MOTION
 GC0408
 GC0408  HISTORY     - Date     Condition        Report By
 GC0408  HISTORY     - 1949     MONUMENTED       CGS
 GC0408  HISTORY     - 1958     GOOD             NGS
 GC0408
 GC0408                          STATION DESCRIPTION
 GC0408
 GC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0408'7.2 MI SE FROM NASHVILLE.
 GC0408'6.0 MILES SOUTHEAST OF NASHVILLE, DAVIDSON COUNTY, AT BERRY
 GC0408'FIELD, IN THE NORTHEAST SIDE OF THE FIELD, 316 FEET WEST-NORTHWEST
 GC0408'OF THE CENTER OF THE JUNCTION OF A TAXI STRIP LEADING EAST AND
 GC0408'RUNWAY 20 SOUTH, 317 FEET WEST OF THE PROLONGED CENTERLINE OF
 GC0408'RUNWAY 20, 33 FEET NORTH OF THE CENTER OF A 9 BY 9-FOOT CONCRETE
 GC0408'DRAINAGE TRAP, 8-1/2 FEET SOUTH OF THE SOUTH EDGE OF A ROCK WALLED
 GC0408'SLOPE DESCENDING NORTH TO AN OLD BLACK TOP ROAD, AND SET IN THE
 GC0408'TOP OF A CONCRETE POST.  NOTE-- CHECK LEVELS WERE RUN FROM M 187
 GC0408'THROUGH N 187 TO P 187.  A CHECK WAS NOT OBTAINED ON THIS
 GC0408'MARK.  A DESCREPANCY OF 0.015 METERS WAS FOUND FROM THE PUBLISHED
 GC0408'ELEVATION.  THE AREA IN WHICH THE MARK IS SET IS FILL LAND AND
 GC0408'IT IS PROBABLE THAT THE MARK HAS SETTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0374 ***********************************************************************
 GC0374  DESIGNATION -  N 188
 GC0374  PID         -  GC0374
 GC0374  STATE/COUNTY-  TN/DAVIDSON
 GC0374  USGS QUAD   -  SCOTTSBORO (1983)
 GC0374
 GC0374                         *CURRENT SURVEY CONTROL
 GC0374  ___________________________________________________________________
 GC0374* NAD 83(1986)-  36 12 31.     (N)    086 54 57.     (W)     SCALED    
 GC0374* NAVD 88     -       139.762  (meters)     458.54   (feet)  ADJUSTED  
 GC0374  ___________________________________________________________________
 GC0374  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0374  DYNAMIC HT  -         139.642 (meters)     458.14  (feet)  COMP
 GC0374  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GC0374
 GC0374  VERT ORDER  -  FIRST     CLASS II
 GC0374
 GC0374.The horizontal coordinates were scaled from a topographic map and have
 GC0374.an estimated accuracy of +/- 6 seconds.
 GC0374
 GC0374.The orthometric height was determined by differential leveling
 GC0374.and adjusted by the National Geodetic Survey in June 1991..
 GC0374
 GC0374.The geoid height was determined by GEOID03.
 GC0374
 GC0374.The dynamic height is computed by dividing the NAVD 88
 GC0374.geopotential number by the normal gravity value computed on the
 GC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0374.degrees latitude (g = 980.6199 gals.).
 GC0374
 GC0374.The modeled gravity was interpolated from observed gravity values.
 GC0374
 GC0374;                    North         East    Units  Estimated Accuracy
 GC0374;SPC TN       -   208,450.      517,650.      MT  (+/- 180 meters Scaled)
 GC0374
 GC0374                          SUPERSEDED SURVEY CONTROL
 GC0374
 GC0374  NGVD 29 (??/??/92)  139.792  (m)          458.63   (f) ADJ UNCH    1 2
 GC0374
 GC0374.Superseded values are not recommended for survey control.
 GC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0374.See file dsdata.txt to determine how the superseded data were derived.
 GC0374
 GC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF075070(NAD 83)
 GC0374_MARKER: DB = BENCH MARK DISK
 GC0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0374_STAMPING: N 188 1949
 GC0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0374+STABILITY: SURFACE MOTION
 GC0374
 GC0374  HISTORY     - Date     Condition        Report By
 GC0374  HISTORY     - 1949     MONUMENTED       CGS
 GC0374  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0374
 GC0374                          STATION DESCRIPTION
 GC0374
 GC0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0374'7.4 MI NW FROM NASHVILLE.
 GC0374'7.4 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC0374'THE OVERPASS OVER JEFFERSON STREET AT NASHVILLE, ABOUT 0.7 MILE
 GC0374'EAST OF THE ROAD CROSSING AT SCOTTSBORO, AT THE CROSSING OF A
 GC0374'PRIVATE DRIVE WAY LEADING TO 4 HOUSES ON NORTH SIDE OF TRACK, 45
 GC0374'FEET NORTH OF THE NORTH RAIL, 16 FEET EAST OF THE CENTER LINE OF
 GC0374'THE DRIVE, 22 FEET NORTH-NORTHEAST OF THE EAST END OF A 24-INCH
 GC0374'PIPE CULVERT UNDER DRIVE, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2
 GC0374'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 GC0374'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC0374
 GC0374                          STATION RECOVERY (1984)
 GC0374
 GC0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0374'SEARCHED FOR BUT NOT RECOVERED, YARD WORK HAS BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2367 ***********************************************************************
 GA2367  DESIGNATION -  N 189
 GA2367  PID         -  GA2367
 GA2367  STATE/COUNTY-  TN/KNOX
 GA2367  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2367
 GA2367                         *CURRENT SURVEY CONTROL
 GA2367  ___________________________________________________________________
 GA2367* NAD 83(1986)-  36 01 17.     (N)    083 58 42.     (W)     SCALED    
 GA2367* NAVD 88     -       334.838  (meters)    1098.55   (feet)  ADJUSTED  
 GA2367  ___________________________________________________________________
 GA2367  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2367  DYNAMIC HT  -         334.525 (meters)    1097.52  (feet)  COMP
 GA2367  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2367
 GA2367  VERT ORDER  -  FIRST     CLASS I
 GA2367
 GA2367.The horizontal coordinates were scaled from a topographic map and have
 GA2367.an estimated accuracy of +/- 6 seconds.
 GA2367
 GA2367.The orthometric height was determined by differential leveling
 GA2367.and adjusted by the National Geodetic Survey in June 1991..
 GA2367
 GA2367.The geoid height was determined by GEOID03.
 GA2367
 GA2367.The dynamic height is computed by dividing the NAVD 88
 GA2367.geopotential number by the normal gravity value computed on the
 GA2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2367.degrees latitude (g = 980.6199 gals.).
 GA2367
 GA2367.The modeled gravity was interpolated from observed gravity values.
 GA2367
 GA2367;                    North         East    Units  Estimated Accuracy
 GA2367;SPC TN       -   189,170.      782,210.      MT  (+/- 180 meters Scaled)
 GA2367
 GA2367                          SUPERSEDED SURVEY CONTROL
 GA2367
 GA2367  NGVD 29 (??/??/92)  334.949  (m)         1098.91   (f) ADJ UNCH    1 1
 GA2367
 GA2367.Superseded values are not recommended for survey control.
 GA2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2367.See file dsdata.txt to determine how the superseded data were derived.
 GA2367
 GA2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV316904(NAD 83)
 GA2367_MARKER: DB = BENCH MARK DISK
 GA2367_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA2367_SP_SET: UNSPECIFIED ROCK
 GA2367_STAMPING: N 189 1950
 GA2367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2367
 GA2367  HISTORY     - Date     Condition        Report By
 GA2367  HISTORY     - 1950     MONUMENTED       CGS
 GA2367  HISTORY     - 1967     GOOD             NGS
 GA2367  HISTORY     - 1982     GOOD             LOCENG
 GA2367
 GA2367                          STATION DESCRIPTION
 GA2367
 GA2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2367'3.2 MI SE FROM POWELL.
 GA2367'ABOUT 3.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2367'STATION AT POWELL, ABOUT 0.1 MILE NORTHWEST OF THE DRY GAP PIKE
 GA2367'OVERPASS OVER THE TRACK, 40 FEET SOUTHEAST OF MILEPOST 5, SET
 GA2367'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS ABOUT 40 FEET
 GA2367'LONG AND 15 FEET HIGH, 10.6 FEET NORTHEAST OF THE NORTHEAST
 GA2367'RAIL, ABOUT 10 FEET NORTHWEST OF THE HIGHEST POINT OF THE ROCK
 GA2367'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GA2367
 GA2367                          STATION RECOVERY (1982)
 GA2367
 GA2367'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0062 ***********************************************************************
 FE0062  DESIGNATION -  N 19
 FE0062  PID         -  FE0062
 FE0062  STATE/COUNTY-  TN/HENDERSON
 FE0062  USGS QUAD   -  LEXINGTON (1992)
 FE0062
 FE0062                         *CURRENT SURVEY CONTROL
 FE0062  ___________________________________________________________________
 FE0062* NAD 83(1986)-  35 42 36.     (N)    088 22 53.     (W)     SCALED    
 FE0062* NAVD 88     -       171.842  (meters)     563.78   (feet)  ADJUSTED  
 FE0062  ___________________________________________________________________
 FE0062  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0062  DYNAMIC HT  -         171.690 (meters)     563.29  (feet)  COMP
 FE0062  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FE0062
 FE0062  VERT ORDER  -  FIRST     CLASS II
 FE0062
 FE0062.The horizontal coordinates were scaled from a topographic map and have
 FE0062.an estimated accuracy of +/- 6 seconds.
 FE0062
 FE0062.The orthometric height was determined by differential leveling
 FE0062.and adjusted by the National Geodetic Survey in June 1991..
 FE0062
 FE0062.The geoid height was determined by GEOID03.
 FE0062
 FE0062.The dynamic height is computed by dividing the NAVD 88
 FE0062.geopotential number by the normal gravity value computed on the
 FE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0062.degrees latitude (g = 980.6199 gals.).
 FE0062
 FE0062.The modeled gravity was interpolated from observed gravity values.
 FE0062
 FE0062;                    North         East    Units  Estimated Accuracy
 FE0062;SPC TN       -   155,360.      384,530.      MT  (+/- 180 meters Scaled)
 FE0062
 FE0062                          SUPERSEDED SURVEY CONTROL
 FE0062
 FE0062  NGVD 29 (??/??/??)  171.859  (m)          563.84   (f) ADJUSTED    1 2
 FE0062
 FE0062.Superseded values are not recommended for survey control.
 FE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0062.See file dsdata.txt to determine how the superseded data were derived.
 FE0062
 FE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE750526(NAD 83)
 FE0062_MARKER: DB = BENCH MARK DISK
 FE0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0062_STAMPING: 563.972 N 19 1934
 FE0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0062+STABILITY: SURFACE MOTION
 FE0062
 FE0062  HISTORY     - Date     Condition        Report By
 FE0062  HISTORY     - 1934     MONUMENTED       CGS
 FE0062  HISTORY     - 1937     GOOD             CGS
 FE0062
 FE0062                          STATION DESCRIPTION
 FE0062
 FE0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0062'AT TIMBERLAKE.
 FE0062'AT TIMBERLAKE, HENDERSON COUNTY, OPPOSITE THE NASHVILLE, CHATTANOOGA
 FE0062'AND ST. LOUIS RAILWAY STATION, 20-1/2 POLES SOUTH OF MILEPOST
 FE0062'112, OPPOSITE SURVEY STATION 694+30, AT A ROAD CROSSING, 60 FEET
 FE0062'EAST OF THE EAST RAIL, 40 FEET NORTH OF THE CENTERLINE OF THE
 FE0062'ROAD, AND 6 INCHES WEST OF A PICKET FENCE.  A STANDARD DISK,
 FE0062'STAMPED 563.972 N 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0498 ***********************************************************************
 GB0498  DESIGNATION -  N 190
 GB0498  PID         -  GB0498
 GB0498  STATE/COUNTY-  TN/ANDERSON
 GB0498  USGS QUAD   -  CLINTON (1990)
 GB0498
 GB0498                         *CURRENT SURVEY CONTROL
 GB0498  ___________________________________________________________________
 GB0498* NAD 83(1986)-  36 05 20.     (N)    084 10 38.     (W)     SCALED    
 GB0498* NAVD 88     -       297.744  (meters)     976.85   (feet)  ADJUSTED  
 GB0498  ___________________________________________________________________
 GB0498  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB0498  DYNAMIC HT  -         297.473 (meters)     975.96  (feet)  COMP
 GB0498  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 GB0498
 GB0498  VERT ORDER  -  FIRST     CLASS I
 GB0498
 GB0498.The horizontal coordinates were scaled from a topographic map and have
 GB0498.an estimated accuracy of +/- 6 seconds.
 GB0498
 GB0498.The orthometric height was determined by differential leveling
 GB0498.and adjusted by the National Geodetic Survey in June 1991..
 GB0498
 GB0498.The geoid height was determined by GEOID03.
 GB0498
 GB0498.The dynamic height is computed by dividing the NAVD 88
 GB0498.geopotential number by the normal gravity value computed on the
 GB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0498.degrees latitude (g = 980.6199 gals.).
 GB0498
 GB0498.The modeled gravity was interpolated from observed gravity values.
 GB0498
 GB0498;                    North         East    Units  Estimated Accuracy
 GB0498;SPC TN       -   196,310.      764,150.      MT  (+/- 180 meters Scaled)
 GB0498
 GB0498                          SUPERSEDED SURVEY CONTROL
 GB0498
 GB0498  NGVD 29 (??/??/92)  297.874  (m)          977.27   (f) ADJ UNCH    1 1
 GB0498
 GB0498.Superseded values are not recommended for survey control.
 GB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0498.See file dsdata.txt to determine how the superseded data were derived.
 GB0498
 GB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE541974(NAD 83)
 GB0498_MARKER: DB = BENCH MARK DISK
 GB0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0498_STAMPING: N 190 1950
 GB0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0498+STABILITY: SURFACE MOTION
 GB0498
 GB0498  HISTORY     - Date     Condition        Report By
 GB0498  HISTORY     - 1950     MONUMENTED       CGS
 GB0498  HISTORY     - 1967     GOOD             NGS
 GB0498  HISTORY     - 1972     GOOD             TVA
 GB0498
 GB0498                          STATION DESCRIPTION
 GB0498
 GB0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0498'3.4 MI SW FROM CLINTON.
 GB0498'ABOUT 3.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0498'STATION AT CLINTON, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 24,
 GB0498'AT A PRIVATE ROAD CROSSING TO A ONE STORY WHITE FRAME HOUSE, 50.8
 GB0498'FEET NORTHWEST OF THE NORTHWEST RAIL AT THE CENTER LINE OF THE
 GB0498'ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 GB0498'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, NEAR THE EDGE OF A
 GB0498'SMALL RAVINE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND
 GB0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GB0498'LEVEL OF THE GROUND.
 GB0498
 GB0498                          STATION RECOVERY (1972)
 GB0498
 GB0498'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0864 ***********************************************************************
 GB0864  DESIGNATION -  N 191
 GB0864  PID         -  GB0864
 GB0864  STATE/COUNTY-  TN/MORGAN
 GB0864  USGS QUAD   -  LANCING (1984)
 GB0864
 GB0864                         *CURRENT SURVEY CONTROL
 GB0864  ___________________________________________________________________
 GB0864* NAD 83(1986)-  36 04 55.     (N)    084 38 28.     (W)     SCALED    
 GB0864* NAVD 88     -       295.942  (meters)     970.94   (feet)  ADJUSTED  
 GB0864  ___________________________________________________________________
 GB0864  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB0864  DYNAMIC HT  -         295.675 (meters)     970.06  (feet)  COMP
 GB0864  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 GB0864
 GB0864  VERT ORDER  -  FIRST     CLASS II
 GB0864
 GB0864.The horizontal coordinates were scaled from a topographic map and have
 GB0864.an estimated accuracy of +/- 6 seconds.
 GB0864
 GB0864.The orthometric height was determined by differential leveling
 GB0864.and adjusted by the National Geodetic Survey in June 1991..
 GB0864
 GB0864.The geoid height was determined by GEOID03.
 GB0864
 GB0864.The dynamic height is computed by dividing the NAVD 88
 GB0864.geopotential number by the normal gravity value computed on the
 GB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0864.degrees latitude (g = 980.6199 gals.).
 GB0864
 GB0864.The modeled gravity was interpolated from observed gravity values.
 GB0864
 GB0864;                    North         East    Units  Estimated Accuracy
 GB0864;SPC TN       -   194,860.      722,390.      MT  (+/- 180 meters Scaled)
 GB0864
 GB0864                          SUPERSEDED SURVEY CONTROL
 GB0864
 GB0864  NGVD 29 (??/??/92)  296.060  (m)          971.32   (f) ADJ UNCH    1 2
 GB0864
 GB0864.Superseded values are not recommended for survey control.
 GB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0864.See file dsdata.txt to determine how the superseded data were derived.
 GB0864
 GB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE123956(NAD 83)
 GB0864_MARKER: DB = BENCH MARK DISK
 GB0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0864_SP_SET: ABUTMENT
 GB0864_STAMPING: N 191 1950
 GB0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0864
 GB0864  HISTORY     - Date     Condition        Report By
 GB0864  HISTORY     - 1950     MONUMENTED       CGS
 GB0864  HISTORY     - 1968     GOOD             NGS
 GB0864
 GB0864                          STATION DESCRIPTION
 GB0864
 GB0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0864'3.5 MI S FROM LANCING.
 GB0864'ABOUT 3.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0864'AT LANCING, THENCE 0.3 MILE SOUTHEAST ALONG AN ABANDONED RAILROAD
 GB0864'GRADE, 40 YARDS SOUTH OF THE SOUTH END OF ABANDONED TUNNEL NUMBER
 GB0864'22, SET IN THE TOP OF THE EAST END OF THE NORTH ABANDONED CONCRETE
 GB0864'ABUTMENT OF A RAILROAD BRIDGE OVER EMORY RIVER, 9 FEET EAST OF THE
 GB0864'CENTERLINE OF THE RAILROAD GRADE, AND ABOUT 1 FOOT BELOW THE LEVEL
 GB0864'OF THE GRADE.  NOTE-- THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN
 GB0864'1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0703 ***********************************************************************
 FC0703  DESIGNATION -  N 192
 FC0703  PID         -  FC0703
 FC0703  STATE/COUNTY-  TN/RHEA
 FC0703  USGS QUAD   -  EVENSVILLE (1990)
 FC0703
 FC0703                         *CURRENT SURVEY CONTROL
 FC0703  ___________________________________________________________________
 FC0703* NAD 83(1986)-  35 32 16.     (N)    084 58 47.     (W)     SCALED    
 FC0703* NAVD 88     -       223.466  (meters)     733.15   (feet)  ADJUSTED  
 FC0703  ___________________________________________________________________
 FC0703  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0703  DYNAMIC HT  -         223.252 (meters)     732.45  (feet)  COMP
 FC0703  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FC0703
 FC0703  VERT ORDER  -  FIRST     CLASS II
 FC0703
 FC0703.The horizontal coordinates were scaled from a topographic map and have
 FC0703.an estimated accuracy of +/- 6 seconds.
 FC0703
 FC0703.The orthometric height was determined by differential leveling
 FC0703.and adjusted by the National Geodetic Survey in June 1991..
 FC0703
 FC0703.The geoid height was determined by GEOID03.
 FC0703
 FC0703.The dynamic height is computed by dividing the NAVD 88
 FC0703.geopotential number by the normal gravity value computed on the
 FC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0703.degrees latitude (g = 980.6199 gals.).
 FC0703
 FC0703.The modeled gravity was interpolated from observed gravity values.
 FC0703
 FC0703;                    North         East    Units  Estimated Accuracy
 FC0703;SPC TN       -   134,110.      692,520.      MT  (+/- 180 meters Scaled)
 FC0703
 FC0703                          SUPERSEDED SURVEY CONTROL
 FC0703
 FC0703  NGVD 29 (??/??/92)  223.541  (m)          733.40   (f) ADJ UNCH    1 2
 FC0703
 FC0703.Superseded values are not recommended for survey control.
 FC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0703.See file dsdata.txt to determine how the superseded data were derived.
 FC0703
 FC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE831345(NAD 83)
 FC0703_MARKER: DB = BENCH MARK DISK
 FC0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0703_STAMPING: N 192 1950
 FC0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0703+STABILITY: SURFACE MOTION
 FC0703
 FC0703  HISTORY     - Date     Condition        Report By
 FC0703  HISTORY     - 1950     MONUMENTED       CGS
 FC0703
 FC0703                          STATION DESCRIPTION
 FC0703
 FC0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0703'2.5 MI SW FROM EVENSVILLE.
 FC0703'2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0703'AT EVENSVILLE, AT A PRIVATE FIELD ROAD CROSSING, ABOUT 0.1 MILE
 FC0703'NORTH OF A LARGE FARM HOUSE, 69 FEET NORTH OF THE NORTH CORNER OF
 FC0703'THE CONCRETE BASE OF SEMAPHORE TOWER NO. 296.1, 47 FEET NORTHWEST
 FC0703'OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE, 43 FEET
 FC0703'SOUTHWEST OF THE SOUTHWEST GATE POST OF A GATE IN FENCE LINE,
 FC0703'70 FEET WEST OF THE CENTER OF THE CROSSING, 2 FEET NORTHEAST OF
 FC0703'A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 FC0703'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0784 ***********************************************************************
 FC0784  DESIGNATION -  N 193
 FC0784  PID         -  FC0784
 FC0784  STATE/COUNTY-  TN/MCMINN
 FC0784  USGS QUAD   -  NIOTA (1990)
 FC0784
 FC0784                         *CURRENT SURVEY CONTROL
 FC0784  ___________________________________________________________________
 FC0784* NAD 83(1986)-  35 36 59.     (N)    084 35 06.     (W)     SCALED    
 FC0784* NAVD 88     -       288.282  (meters)     945.81   (feet)  ADJUSTED  
 FC0784  ___________________________________________________________________
 FC0784  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0784  DYNAMIC HT  -         288.001 (meters)     944.88  (feet)  COMP
 FC0784  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 FC0784
 FC0784  VERT ORDER  -  FIRST     CLASS II
 FC0784
 FC0784.The horizontal coordinates were scaled from a topographic map and have
 FC0784.an estimated accuracy of +/- 6 seconds.
 FC0784
 FC0784.The orthometric height was determined by differential leveling
 FC0784.and adjusted by the National Geodetic Survey in June 1991..
 FC0784
 FC0784.The geoid height was determined by GEOID03.
 FC0784
 FC0784.The dynamic height is computed by dividing the NAVD 88
 FC0784.geopotential number by the normal gravity value computed on the
 FC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0784.degrees latitude (g = 980.6199 gals.).
 FC0784
 FC0784.The modeled gravity was interpolated from observed gravity values.
 FC0784
 FC0784;                    North         East    Units  Estimated Accuracy
 FC0784;SPC TN       -   143,280.      728,190.      MT  (+/- 180 meters Scaled)
 FC0784
 FC0784                          SUPERSEDED SURVEY CONTROL
 FC0784
 FC0784  NGVD 29 (??/??/92)  288.360  (m)          946.06   (f) ADJ UNCH    1 2
 FC0784
 FC0784.Superseded values are not recommended for survey control.
 FC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0784.See file dsdata.txt to determine how the superseded data were derived.
 FC0784
 FC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187440(NAD 83)
 FC0784_MARKER: DB = BENCH MARK DISK
 FC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0784_STAMPING: N 193 1950
 FC0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0784+STABILITY: SURFACE MOTION
 FC0784
 FC0784  HISTORY     - Date     Condition        Report By
 FC0784  HISTORY     - 1950     MONUMENTED       CGS
 FC0784
 FC0784                          STATION DESCRIPTION
 FC0784
 FC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0784'7.5 MI W FROM SWEETWATER.
 FC0784'7.5 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION  OF U.S.
 FC0784'HIGHWAY 11 AT SWEETWATER, ABOUT 1.55 MILES EAST OF BEULAH CHURCH
 FC0784'AND CEMETERY, ABOUT 1.1 MILES WEST OF THE JUNCTION OF A GRAVEL ROAD
 FC0784'SOUTH AT PRIGMORE, AT THE EAST END OF A GRAVEL PIT, 53 YARDS
 FC0784'EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST AND A
 FC0784'DRIVE SOUTH TO THE GRAVEL PIT, ON THE OUTSIDE OF A CURVE WITH
 FC0784'TANGENTS NORTHWEST AND EAST, 31 FEET SOUTH OF THE CENTER LINE
 FC0784'OF THE HIGHWAY, 23 FEET NORTH OF A LOW FORKED 20-INCH PINE TREE,
 FC0784'84 FEET WEST-SOUTHWEST OF THE SOUTH END OF A PIPE CULVERT, 2 FEET
 FC0784'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE
 FC0784'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0652 ***********************************************************************
 FC0652  DESIGNATION -  N 194
 FC0652  PID         -  FC0652
 FC0652  STATE/COUNTY-  TN/ROANE
 FC0652  USGS QUAD   -  ROCKWOOD (1980)
 FC0652
 FC0652                         *CURRENT SURVEY CONTROL
 FC0652  ___________________________________________________________________
 FC0652* NAD 83(1986)-  35 52 10.     (N)    084 41 18.     (W)     SCALED    
 FC0652* NAVD 88     -       269.062  (meters)     882.75   (feet)  ADJUSTED  
 FC0652  ___________________________________________________________________
 FC0652  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FC0652  DYNAMIC HT  -         268.811 (meters)     881.92  (feet)  COMP
 FC0652  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0652
 FC0652  VERT ORDER  -  FIRST     CLASS II
 FC0652
 FC0652.The horizontal coordinates were scaled from a topographic map and have
 FC0652.an estimated accuracy of +/- 6 seconds.
 FC0652
 FC0652.The orthometric height was determined by differential leveling
 FC0652.and adjusted by the National Geodetic Survey in June 1991..
 FC0652
 FC0652.The geoid height was determined by GEOID03.
 FC0652
 FC0652.The dynamic height is computed by dividing the NAVD 88
 FC0652.geopotential number by the normal gravity value computed on the
 FC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0652.degrees latitude (g = 980.6199 gals.).
 FC0652
 FC0652.The modeled gravity was interpolated from observed gravity values.
 FC0652
 FC0652;                    North         East    Units  Estimated Accuracy
 FC0652;SPC TN       -   171,220.      718,450.      MT  (+/- 180 meters Scaled)
 FC0652
 FC0652                          SUPERSEDED SURVEY CONTROL
 FC0652
 FC0652  NGVD 29 (??/??/92)  269.167  (m)          883.09   (f) ADJ UNCH    1 2
 FC0652
 FC0652.Superseded values are not recommended for survey control.
 FC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0652.See file dsdata.txt to determine how the superseded data were derived.
 FC0652
 FC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087719(NAD 83)
 FC0652_MARKER: DB = BENCH MARK DISK
 FC0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0652_SP_SET: BUILDING
 FC0652_STAMPING: N 194 1950
 FC0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0652
 FC0652  HISTORY     - Date     Condition        Report By
 FC0652  HISTORY     - 1950     MONUMENTED       CGS
 FC0652  HISTORY     - 1969     GOOD             NGS
 FC0652
 FC0652                          STATION DESCRIPTION
 FC0652
 FC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0652'AT ROCKWOOD.
 FC0652'AT ROCKWOOD, AT THE INTERSECTION OF ROCKWOOD AVENUE AND WILDER
 FC0652'STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE POST OFFICE
 FC0652'BUILDING, 1 FOOT NORTHWEST OF THE SOUTH CORNER OF THE BUILDING,
 FC0652'27.9 FEET NORTHEAST OF THE NORTHEAST CURB OF ROCKWOOD AVENUE,
 FC0652'82 FEET SOUTHEAST OF THE SOUTHEAST CURB OF WILDER STREET AND
 FC0652'ABOUT 2 FEET ABOVE THE GROUND.
 FC0652
 FC0652                          STATION RECOVERY (1969)
 FC0652
 FC0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0900 ***********************************************************************
 GB0900  DESIGNATION -  N 196
 GB0900  PID         -  GB0900
 GB0900  STATE/COUNTY-  TN/MORGAN
 GB0900  USGS QUAD   -  RUGBY (1984)
 GB0900
 GB0900                         *CURRENT SURVEY CONTROL
 GB0900  ___________________________________________________________________
 GB0900* NAD 83(1986)-  36 17 02.     (N)    084 38 46.     (W)     SCALED    
 GB0900* NAVD 88     -       428.202  (meters)    1404.86   (feet)  ADJUSTED  
 GB0900  ___________________________________________________________________
 GB0900  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0900  DYNAMIC HT  -         427.829 (meters)    1403.64  (feet)  COMP
 GB0900  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 GB0900
 GB0900  VERT ORDER  -  FIRST     CLASS I
 GB0900
 GB0900.The horizontal coordinates were scaled from a topographic map and have
 GB0900.an estimated accuracy of +/- 6 seconds.
 GB0900
 GB0900.The orthometric height was determined by differential leveling
 GB0900.and adjusted by the National Geodetic Survey in June 1991..
 GB0900
 GB0900.The geoid height was determined by GEOID03.
 GB0900
 GB0900.The dynamic height is computed by dividing the NAVD 88
 GB0900.geopotential number by the normal gravity value computed on the
 GB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0900.degrees latitude (g = 980.6199 gals.).
 GB0900
 GB0900.The modeled gravity was interpolated from observed gravity values.
 GB0900
 GB0900;                    North         East    Units  Estimated Accuracy
 GB0900;SPC TN       -   217,260.      721,630.      MT  (+/- 180 meters Scaled)
 GB0900
 GB0900                          SUPERSEDED SURVEY CONTROL
 GB0900
 GB0900  NGVD 29 (??/??/92)  428.318  (m)         1405.24   (f) ADJ UNCH    1 1
 GB0900
 GB0900.Superseded values are not recommended for survey control.
 GB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0900.See file dsdata.txt to determine how the superseded data were derived.
 GB0900
 GB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF114180(NAD 83)
 GB0900_MARKER: DB = BENCH MARK DISK
 GB0900_SETTING: 66 = SET IN ROCK OUTCROP
 GB0900_SP_SET: ROCK CUT
 GB0900_STAMPING: N 196 1950
 GB0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0900+STABILITY: POSITION/ELEVATION WELL
 GB0900
 GB0900  HISTORY     - Date     Condition        Report By
 GB0900  HISTORY     - 1950     MONUMENTED       CGS
 GB0900  HISTORY     - 1968     GOOD             NGS
 GB0900
 GB0900                          STATION DESCRIPTION
 GB0900
 GB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0900'4.2 MI NE FROM SUNBRIGHT.
 GB0900'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0900'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0900'SOUTHERN RAILWAY, THENCE 3.8 MILES NORTHEAST ALONG THE MAIN
 GB0900'TRACK, 10 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET
 GB0900'VERTICALLY IN THE NORTH FACE OF THE SOUTH ROCK WALL OF A CUT FOR
 GB0900'THE RAILROAD, 1.0 FOOT EAST OF THE LETTERS B M WHICH ARE CUT IN
 GB0900'THE NORTH FACE OF THE WALL, 55 FEET NORTH OF A MARKER POST FOR AN
 GB0900'UNDERGROUND TELEPHONE CABLE, 45 FEET NORTHWEST OF TELEPHONE
 GB0900'POLE NUMBER G 63, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 GB0900'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0943 ***********************************************************************
 GB0943  DESIGNATION -  N 197
 GB0943  PID         -  GB0943
 GB0943  STATE/COUNTY-  TN/SCOTT
 GB0943  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0943
 GB0943                         *CURRENT SURVEY CONTROL
 GB0943  ___________________________________________________________________
 GB0943* NAD 83(1986)-  36 28 31.     (N)    084 32 30.     (W)     SCALED    
 GB0943* NAVD 88     -       458.321  (meters)    1503.67   (feet)  ADJUSTED  
 GB0943  ___________________________________________________________________
 GB0943  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0943  DYNAMIC HT  -         457.930 (meters)    1502.39  (feet)  COMP
 GB0943  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 GB0943
 GB0943  VERT ORDER  -  FIRST     CLASS I
 GB0943
 GB0943.The horizontal coordinates were scaled from a topographic map and have
 GB0943.an estimated accuracy of +/- 6 seconds.
 GB0943
 GB0943.The orthometric height was determined by differential leveling
 GB0943.and adjusted by the National Geodetic Survey in June 1991..
 GB0943
 GB0943.The geoid height was determined by GEOID03.
 GB0943
 GB0943.The dynamic height is computed by dividing the NAVD 88
 GB0943.geopotential number by the normal gravity value computed on the
 GB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0943.degrees latitude (g = 980.6199 gals.).
 GB0943
 GB0943.The modeled gravity was interpolated from observed gravity values.
 GB0943
 GB0943;                    North         East    Units  Estimated Accuracy
 GB0943;SPC TN       -   238,630.      730,690.      MT  (+/- 180 meters Scaled)
 GB0943
 GB0943                          SUPERSEDED SURVEY CONTROL
 GB0943
 GB0943  NGVD 29 (??/??/92)  458.442  (m)         1504.07   (f) ADJ UNCH    1 1
 GB0943
 GB0943.Superseded values are not recommended for survey control.
 GB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0943.See file dsdata.txt to determine how the superseded data were derived.
 GB0943
 GB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202394(NAD 83)
 GB0943_MARKER: DB = BENCH MARK DISK
 GB0943_SETTING: 0 = UNSPECIFIED SETTING
 GB0943_STAMPING: N 197 1950
 GB0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0943
 GB0943  HISTORY     - Date     Condition        Report By
 GB0943  HISTORY     - 1950     MONUMENTED       CGS
 GB0943  HISTORY     - 1968     GOOD             NGS
 GB0943
 GB0943                          STATION DESCRIPTION
 GB0943
 GB0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0943'2.2 MI SW FROM ONEIDA.
 GB0943'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0943'STATION AT ONEIDA, 0.2 MILE NORTHEAST OF MILEPOST 212, 33 FEET
 GB0943'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 27 FEET
 GB0943'SOUTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY, 12 FEET SOUTHEAST
 GB0943'OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE TRACK, 152
 GB0943'FEET NORTHWEST AND ACROSS THE TRACKS FROM THE WEST CORNER OF
 GB0943'A STONE HOUSE, 30 1/2 FEET SOUTHEAST OF A TELEPHONE POLE WHICH
 GB0943'BEARS A TRANSFORMER AND IS BRACED BY TWO GUY WIRES, 1 FOOT
 GB0943'SOUTHEAST OF A FENCE, 9 1/2 FEET EAST OF A 10-INCH PINE TREE
 GB0943'WHICH BEARS A METAL WITNESS SHIELD, AND ABOUT 2 FEET BELOW THE
 GB0943'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1149 ***********************************************************************
 GC1149  DESIGNATION -  N 198
 GC1149  PID         -  GC1149
 GC1149  STATE/COUNTY-  TN/MONTGOMERY
 GC1149  USGS QUAD   -  GUTHRIE (1983)
 GC1149
 GC1149                         *CURRENT SURVEY CONTROL
 GC1149  ___________________________________________________________________
 GC1149* NAD 83(1986)-  36 37 33.     (N)    087 12 11.     (W)     SCALED    
 GC1149* NAVD 88     -       170.782  (meters)     560.31   (feet)  ADJUSTED  
 GC1149  ___________________________________________________________________
 GC1149  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1149  DYNAMIC HT  -         170.644 (meters)     559.85  (feet)  COMP
 GC1149  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GC1149
 GC1149  VERT ORDER  -  FIRST     CLASS II
 GC1149
 GC1149.The horizontal coordinates were scaled from a topographic map and have
 GC1149.an estimated accuracy of +/- 6 seconds.
 GC1149
 GC1149.The orthometric height was determined by differential leveling
 GC1149.and adjusted by the National Geodetic Survey in June 1991..
 GC1149
 GC1149.The geoid height was determined by GEOID03.
 GC1149
 GC1149.The dynamic height is computed by dividing the NAVD 88
 GC1149.geopotential number by the normal gravity value computed on the
 GC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1149.degrees latitude (g = 980.6199 gals.).
 GC1149
 GC1149.The modeled gravity was interpolated from observed gravity values.
 GC1149
 GC1149;                    North         East    Units  Estimated Accuracy
 GC1149;SPC TN       -   255,020.      492,390.      MT  (+/- 180 meters Scaled)
 GC1149
 GC1149                          SUPERSEDED SURVEY CONTROL
 GC1149
 GC1149  NGVD 29 (??/??/92)  170.858  (m)          560.56   (f) ADJ UNCH    1 2
 GC1149
 GC1149.Superseded values are not recommended for survey control.
 GC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1149.See file dsdata.txt to determine how the superseded data were derived.
 GC1149
 GC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF818533(NAD 83)
 GC1149_MARKER: DB = BENCH MARK DISK
 GC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1149_STAMPING: N 198 1954
 GC1149_MARK LOGO: CGS   
 GC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1149+STABILITY: SURFACE MOTION
 GC1149
 GC1149  HISTORY     - Date     Condition        Report By
 GC1149  HISTORY     - 1954     MONUMENTED       CGS
 GC1149  HISTORY     - 1984     GOOD             NGS
 GC1149
 GC1149                          STATION DESCRIPTION
 GC1149
 GC1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1149'6.6 MI NE FROM ST BETHLEHEM.
 GC1149'6.65 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1149'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1149'1.55 MILES NORTHEAST OF THE ROAD CROSSING AT BELDON (HAMPTON
 GC1149'STATION), ABOUT 0.45 MILE NORTHEAST OF MILE POST 167, 29 FEET
 GC1149'NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GC1149'76 1/2 FEET NORTHEAST OF THE CENTER OF A GATE IN FENCE LINE,
 GC1149'86 FEET NORTH OF CENTER OF CROSSING OF A PRIVATE ROAD LEADING
 GC1149'NORTHWEST TO A FARM HOUSE, 55 FEET SOUTH-SOUTHEAST OF POWER POLE NO.
 GC1149'1024, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 GC1149'ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1149'PROJECTING 4 INCHES.
 GC1149
 GC1149                          STATION RECOVERY (1984)
 GC1149
 GC1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1149'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0126 ***********************************************************************
 FE0126  DESIGNATION -  N 20
 FE0126  PID         -  FE0126
 FE0126  STATE/COUNTY-  TN/HENDERSON
 FE0126  USGS QUAD   -  REAGAN (1988)
 FE0126
 FE0126                         *CURRENT SURVEY CONTROL
 FE0126  ___________________________________________________________________
 FE0126* NAD 83(1986)-  35 36 42.     (N)    088 18 50.     (W)     SCALED    
 FE0126* NAVD 88     -       122.862  (meters)     403.09   (feet)  ADJUSTED  
 FE0126  ___________________________________________________________________
 FE0126  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0126  DYNAMIC HT  -         122.753 (meters)     402.73  (feet)  COMP
 FE0126  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FE0126
 FE0126  VERT ORDER  -  SECOND    CLASS 0
 FE0126
 FE0126.The horizontal coordinates were scaled from a topographic map and have
 FE0126.an estimated accuracy of +/- 6 seconds.
 FE0126
 FE0126.The orthometric height was determined by differential leveling
 FE0126.and adjusted by the National Geodetic Survey in June 1991..
 FE0126
 FE0126.The geoid height was determined by GEOID03.
 FE0126
 FE0126.The dynamic height is computed by dividing the NAVD 88
 FE0126.geopotential number by the normal gravity value computed on the
 FE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0126.degrees latitude (g = 980.6199 gals.).
 FE0126
 FE0126.The modeled gravity was interpolated from observed gravity values.
 FE0126
 FE0126;                    North         East    Units  Estimated Accuracy
 FE0126;SPC TN       -   144,310.      390,380.      MT  (+/- 180 meters Scaled)
 FE0126
 FE0126                          SUPERSEDED SURVEY CONTROL
 FE0126
 FE0126  NGVD 29 (??/??/??)  122.882  (m)          403.16   (f) ADJUSTED    2 0
 FE0126
 FE0126.Superseded values are not recommended for survey control.
 FE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0126.See file dsdata.txt to determine how the superseded data were derived.
 FE0126
 FE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE810416(NAD 83)
 FE0126_MARKER: DB = BENCH MARK DISK
 FE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0126_STAMPING: 403.251 N 20 1934
 FE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0126+STABILITY: SURFACE MOTION
 FE0126
 FE0126  HISTORY     - Date     Condition        Report By
 FE0126  HISTORY     - 1934     MONUMENTED       CGS
 FE0126  HISTORY     - 1935     GOOD             CGS
 FE0126
 FE0126                          STATION DESCRIPTION
 FE0126
 FE0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0126'0.2 MI E FROM BLUFF.
 FE0126'0.25 MILE EAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA AND
 FE0126'ST. LOUIS RAILWAY FROM THE STATION AT BLUFF, HENDERSON COUNTY, 200
 FE0126'YARDS EAST OF AN ABANDONED GIN, 35 FEET WEST OF A PRIVATE-ROAD
 FE0126'CROSSING, AT THE EDGE OF A FIELD, AND 20 FEET SOUTH OF THE OLD
 FE0126'ROADBED.  A STANDARD DISK, STAMPED 403.251 N 20 1934 AND SET IN
 FE0126'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0667 ***********************************************************************
 GB0667  DESIGNATION -  N 201
 GB0667  PID         -  GB0667
 GB0667  STATE/COUNTY-  TN/CAMPBELL
 GB0667  USGS QUAD   -  PIONEER (1979)
 GB0667
 GB0667                         *CURRENT SURVEY CONTROL
 GB0667  ___________________________________________________________________
 GB0667* NAD 83(1986)-  36 25 15.     (N)    084 18 57.     (W)     SCALED    
 GB0667* NAVD 88     -       470.937  (meters)    1545.07   (feet)  ADJUSTED  
 GB0667  ___________________________________________________________________
 GB0667  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GB0667  DYNAMIC HT  -         470.518 (meters)    1543.69  (feet)  COMP
 GB0667  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 GB0667
 GB0667  VERT ORDER  -  SECOND    CLASS 0
 GB0667
 GB0667.The horizontal coordinates were scaled from a topographic map and have
 GB0667.an estimated accuracy of +/- 6 seconds.
 GB0667
 GB0667.The orthometric height was determined by differential leveling
 GB0667.and adjusted by the National Geodetic Survey in June 1991..
 GB0667
 GB0667.The geoid height was determined by GEOID03.
 GB0667
 GB0667.The dynamic height is computed by dividing the NAVD 88
 GB0667.geopotential number by the normal gravity value computed on the
 GB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0667.degrees latitude (g = 980.6199 gals.).
 GB0667
 GB0667.The modeled gravity was interpolated from observed gravity values.
 GB0667
 GB0667;                    North         East    Units  Estimated Accuracy
 GB0667;SPC TN       -   232,910.      751,030.      MT  (+/- 180 meters Scaled)
 GB0667
 GB0667                          SUPERSEDED SURVEY CONTROL
 GB0667
 GB0667  NGVD 29 (??/??/92)  471.036  (m)         1545.39   (f) ADJ UNCH    2 0
 GB0667
 GB0667.Superseded values are not recommended for survey control.
 GB0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0667.See file dsdata.txt to determine how the superseded data were derived.
 GB0667
 GB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF406339(NAD 83)
 GB0667_MARKER: DB = BENCH MARK DISK
 GB0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0667_SP_SET: TUNNEL
 GB0667_STAMPING: N 201 1951 1545.391
 GB0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0667
 GB0667  HISTORY     - Date     Condition        Report By
 GB0667  HISTORY     - 1951     MONUMENTED       CGS
 GB0667  HISTORY     - 1957     GOOD             NGS
 GB0667
 GB0667                          STATION DESCRIPTION
 GB0667
 GB0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0667'0.4 MI N FROM PIONEER.
 GB0667'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0667'AT PIONEER, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH END
 GB0667'OF THE FIRST TUNNEL NORTH OF THE STATION AT PIONEER, 6 FEET WEST
 GB0667'OF THE WEST RAIL AND ABOUT 2 FEET ABOVE THE GROUND.
 GB0667
 GB0667                          STATION RECOVERY (1957)
 GB0667
 GB0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0668 ***********************************************************************
 GB0668  DESIGNATION -  N 202
 GB0668  PID         -  GB0668
 GB0668  STATE/COUNTY-  TN/CAMPBELL
 GB0668  USGS QUAD   -  PIONEER (1979)
 GB0668
 GB0668                         *CURRENT SURVEY CONTROL
 GB0668  ___________________________________________________________________
 GB0668* NAD 83(1986)-  36 29 47.     (N)    084 15 46.     (W)     SCALED    
 GB0668* NAVD 88     -       419.995  (meters)    1377.93   (feet)  ADJUSTED  
 GB0668  ___________________________________________________________________
 GB0668  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0668  DYNAMIC HT  -         419.629 (meters)    1376.73  (feet)  COMP
 GB0668  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 GB0668
 GB0668  VERT ORDER  -  SECOND    CLASS 0
 GB0668
 GB0668.The horizontal coordinates were scaled from a topographic map and have
 GB0668.an estimated accuracy of +/- 6 seconds.
 GB0668
 GB0668.The orthometric height was determined by differential leveling
 GB0668.and adjusted by the National Geodetic Survey in June 1991..
 GB0668
 GB0668.The geoid height was determined by GEOID03.
 GB0668
 GB0668.The dynamic height is computed by dividing the NAVD 88
 GB0668.geopotential number by the normal gravity value computed on the
 GB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0668.degrees latitude (g = 980.6199 gals.).
 GB0668
 GB0668.The modeled gravity was interpolated from observed gravity values.
 GB0668
 GB0668;                    North         East    Units  Estimated Accuracy
 GB0668;SPC TN       -   241,380.      755,640.      MT  (+/- 180 meters Scaled)
 GB0668
 GB0668                          SUPERSEDED SURVEY CONTROL
 GB0668
 GB0668  NGVD 29 (??/??/92)  420.120  (m)         1378.34   (f) ADJ UNCH    2 0
 GB0668
 GB0668.Superseded values are not recommended for survey control.
 GB0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0668.See file dsdata.txt to determine how the superseded data were derived.
 GB0668
 GB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF451424(NAD 83)
 GB0668_MARKER: DB = BENCH MARK DISK
 GB0668_SETTING: 66 = SET IN ROCK OUTCROP
 GB0668_SP_SET: ROCK OUTCROP
 GB0668_STAMPING: N 202 1951 1378.344
 GB0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0668+STABILITY: POSITION/ELEVATION WELL
 GB0668
 GB0668  HISTORY     - Date     Condition        Report By
 GB0668  HISTORY     - 1951     MONUMENTED       CGS
 GB0668  HISTORY     - 1957     GOOD             NGS
 GB0668
 GB0668                          STATION DESCRIPTION
 GB0668
 GB0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0668'1.4 MI NW FROM ELK VALLEY.
 GB0668'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0668'VALLEY, THENCE ABOUT 0.7 MILE NORTHWEST ALONG A MOUNTAIN ROAD,
 GB0668'ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A LOGGING ROAD
 GB0668'LEADING SOUTHWEST, ON THE INSIDE OF A CURVE WITH TANGENTS
 GB0668'EXTENDING NORTHWEST AND NORTHEAST AND AT A FORD ACROSS SMALL
 GB0668'STREAM, SET IN THE TOP OF THE NORTHEAST SIDE OF A LARGE
 GB0668'OVERHANGING OUTCROP OF ROCK, 54 FEET NORTH OF THE CENTER LINE
 GB0668'OF ROAD AT CENTER OF SMALL STREAM, 3 FEET SOUTHWEST OF THE
 GB0668'NORTHEAST EDGE OF ROCK AND ABOUT LEVEL WITH THE ROAD.
 GB0668
 GB0668                          STATION RECOVERY (1957)
 GB0668
 GB0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1084 ***********************************************************************
 GB1084  DESIGNATION -  N 203
 GB1084  PID         -  GB1084
 GB1084  STATE/COUNTY-  TN/FENTRESS
 GB1084  USGS QUAD   -  SHARP PLACE (1981)
 GB1084
 GB1084                         *CURRENT SURVEY CONTROL
 GB1084  ___________________________________________________________________
 GB1084* NAD 83(1986)-  36 32 21.     (N)    084 49 30.     (W)     SCALED    
 GB1084* NAVD 88     -       514.541  (meters)    1688.12   (feet)  ADJUSTED  
 GB1084  ___________________________________________________________________
 GB1084  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB1084  DYNAMIC HT  -         514.110 (meters)    1686.71  (feet)  COMP
 GB1084  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GB1084
 GB1084  VERT ORDER  -  SECOND    CLASS 0
 GB1084
 GB1084.The horizontal coordinates were scaled from a topographic map and have
 GB1084.an estimated accuracy of +/- 6 seconds.
 GB1084
 GB1084.The orthometric height was determined by differential leveling
 GB1084.and adjusted by the National Geodetic Survey in June 1991..
 GB1084
 GB1084.The geoid height was determined by GEOID03.
 GB1084
 GB1084.The dynamic height is computed by dividing the NAVD 88
 GB1084.geopotential number by the normal gravity value computed on the
 GB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1084.degrees latitude (g = 980.6199 gals.).
 GB1084
 GB1084.The modeled gravity was interpolated from observed gravity values.
 GB1084
 GB1084;                    North         East    Units  Estimated Accuracy
 GB1084;SPC TN       -   245,370.      705,220.      MT  (+/- 180 meters Scaled)
 GB1084
 GB1084                          SUPERSEDED SURVEY CONTROL
 GB1084
 GB1084  NGVD 29 (??/??/92)  514.672  (m)         1688.55   (f) ADJ UNCH    2 0
 GB1084
 GB1084.Superseded values are not recommended for survey control.
 GB1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1084.See file dsdata.txt to determine how the superseded data were derived.
 GB1084
 GB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF946459(NAD 83)
 GB1084_MARKER: DB = BENCH MARK DISK
 GB1084_SETTING: 66 = SET IN ROCK OUTCROP
 GB1084_SP_SET: ROCK OUTCROP
 GB1084_STAMPING: N 203 1951 1688.553
 GB1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1084+STABILITY: POSITION/ELEVATION WELL
 GB1084
 GB1084  HISTORY     - Date     Condition        Report By
 GB1084  HISTORY     - 1951     MONUMENTED       CGS
 GB1084  HISTORY     - 1958     GOOD             NGS
 GB1084
 GB1084                          STATION DESCRIPTION
 GB1084
 GB1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1084'7.6 MI NE FROM EAST JAMESTOWN.
 GB1084'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1084'AT EAST JAMESTOWN, THENCE ABOUT 1.45 MILES NORTHWEST ALONG A
 GB1084'GRAVEL ROAD, IN THE TOP OF A LARGE PROMINENT OUTCROP OF SANDSTONE
 GB1084'ABOUT 70 BY 20 FEET, 22 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 GB1084'86 FEET SOUTH AND ACROSS ROAD FROM A TRIANGULAR BLAZED 20-INCH
 GB1084'OAK TREE, 11 FEET SOUTHEAST OF NORTHWEST END OF OUTCROP, 5
 GB1084'FEET SOUTHWEST OF NORTHEAST EDGE OF OUTCROP AND ABOUT 4 FEET
 GB1084'ABOVE ROAD.
 GB1084
 GB1084                          STATION RECOVERY (1958)
 GB1084
 GB1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1991 ***********************************************************************
 GB1991  DESIGNATION -  N 204
 GB1991  PID         -  GB1991
 GB1991  STATE/COUNTY-  TN/CLAY
 GB1991  USGS QUAD   -  CELINA (1981)
 GB1991
 GB1991                         *CURRENT SURVEY CONTROL
 GB1991  ___________________________________________________________________
 GB1991* NAD 83(1986)-  36 33 49.     (N)    085 31 19.     (W)     SCALED    
 GB1991* NAVD 88     -       167.438  (meters)     549.34   (feet)  ADJUSTED  
 GB1991  ___________________________________________________________________
 GB1991  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1991  DYNAMIC HT  -         167.297 (meters)     548.87  (feet)  COMP
 GB1991  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GB1991
 GB1991  VERT ORDER  -  SECOND    CLASS 0
 GB1991
 GB1991.The horizontal coordinates were scaled from a topographic map and have
 GB1991.an estimated accuracy of +/- 6 seconds.
 GB1991
 GB1991.The orthometric height was determined by differential leveling
 GB1991.and adjusted by the National Geodetic Survey in June 1991..
 GB1991
 GB1991.The geoid height was determined by GEOID03.
 GB1991
 GB1991.The dynamic height is computed by dividing the NAVD 88
 GB1991.geopotential number by the normal gravity value computed on the
 GB1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1991.degrees latitude (g = 980.6199 gals.).
 GB1991
 GB1991.The modeled gravity was interpolated from observed gravity values.
 GB1991
 GB1991;                    North         East    Units  Estimated Accuracy
 GB1991;SPC TN       -   247,560.      642,800.      MT  (+/- 180 meters Scaled)
 GB1991
 GB1991                          SUPERSEDED SURVEY CONTROL
 GB1991
 GB1991  NGVD 29 (??/??/92)  167.555  (m)          549.72   (f) ADJ UNCH    2 0
 GB1991
 GB1991.Superseded values are not recommended for survey control.
 GB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1991.See file dsdata.txt to determine how the superseded data were derived.
 GB1991
 GB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF322474(NAD 83)
 GB1991_MARKER: DB = BENCH MARK DISK
 GB1991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1991_SP_SET: ABUTMENT
 GB1991_STAMPING: N 204 1951
 GB1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1991
 GB1991  HISTORY     - Date     Condition        Report By
 GB1991  HISTORY     - 1951     MONUMENTED       CGS
 GB1991
 GB1991                          STATION DESCRIPTION
 GB1991
 GB1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1991'1.3 MI NW FROM CELINA.
 GB1991'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1991'HOUSE AT CELINA, ABOUT 0.55 MILE NORTHWEST OF NORTHWEST END OF
 GB1991'A BRIDGE OVER CUMBERLAND RIVER, ABOUT 0.15 MILE SOUTHEAST OF JUNCTION
 GB1991'OF A ROAD LEADING EAST, IN THE TOP OF THE EAST END OF THE NORTH
 GB1991'ABUTMENT OF A 150-FOOT CONCRETE BRIDGE OVER PROCTOR CREEK, 12
 GB1991'FEET EAST OF CENTER LINE OF HIGHWAY, 0.6 FOOT EAST OF CONCRETE
 GB1991'BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0182 ***********************************************************************
 FE0182  DESIGNATION -  N 21
 FE0182  PID         -  FE0182
 FE0182  STATE/COUNTY-  TN/DECATUR
 FE0182  USGS QUAD   -  BATH SPRINGS (1972)
 FE0182
 FE0182                         *CURRENT SURVEY CONTROL
 FE0182  ___________________________________________________________________
 FE0182* NAD 83(1986)-  35 23 49.     (N)    088 07 27.     (W)     SCALED    
 FE0182* NAVD 88     -       131.913  (meters)     432.78   (feet)  ADJUSTED  
 FE0182  ___________________________________________________________________
 FE0182  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0182  DYNAMIC HT  -         131.794 (meters)     432.39  (feet)  COMP
 FE0182  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FE0182
 FE0182  VERT ORDER  -  FIRST     CLASS II
 FE0182
 FE0182.The horizontal coordinates were scaled from a topographic map and have
 FE0182.an estimated accuracy of +/- 6 seconds.
 FE0182
 FE0182.The orthometric height was determined by differential leveling
 FE0182.and adjusted by the National Geodetic Survey in June 1991..
 FE0182
 FE0182.The geoid height was determined by GEOID03.
 FE0182
 FE0182.The dynamic height is computed by dividing the NAVD 88
 FE0182.geopotential number by the normal gravity value computed on the
 FE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0182.degrees latitude (g = 980.6199 gals.).
 FE0182
 FE0182.The modeled gravity was interpolated from observed gravity values.
 FE0182
 FE0182;                    North         East    Units  Estimated Accuracy
 FE0182;SPC TN       -   120,100.      407,050.      MT  (+/- 180 meters Scaled)
 FE0182
 FE0182                          SUPERSEDED SURVEY CONTROL
 FE0182
 FE0182  NGVD 29 (??/??/??)  131.922  (m)          432.81   (f) ADJUSTED    1 2
 FE0182
 FE0182.Superseded values are not recommended for survey control.
 FE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0182.See file dsdata.txt to determine how the superseded data were derived.
 FE0182
 FE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE979176(NAD 83)
 FE0182_MARKER: DB = BENCH MARK DISK
 FE0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0182_STAMPING: 433.047 N 21 1934
 FE0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0182+STABILITY: SURFACE MOTION
 FE0182
 FE0182  HISTORY     - Date     Condition        Report By
 FE0182  HISTORY     - 1934     MONUMENTED       CGS
 FE0182  HISTORY     - 1949     GOOD             CGS
 FE0182
 FE0182                          STATION DESCRIPTION
 FE0182
 FE0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0182'3.7 MI SW FROM BATH SPRINGS.
 FE0182'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE PUBLIC
 FE0182'SCHOOL AND THE JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS,
 FE0182'DECATUR COUNTY, 0.2 MILE SOUTHWEST OF THE L.O. GOODMANS GENERAL
 FE0182'STORE, IN THE FRONT YARD OF A TWO-STORY STONE MASONRY HOUSE
 FE0182'(THE RESIDENCE OF LOIS WYATT IN 1949), 99 FEET SOUTHWEST OF THE
 FE0182'NORTHWEST CORNER OF THE HOUSE, 80 FEET NORTHWEST OF THE SOUTHWEST
 FE0182'CORNER, 35 FEET NORTH OF THE CORNER OF THE YARD, 27 FEET EAST
 FE0182'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 FE0182'CENTERLINE OF THE SOUTH DRIVEWAY, 2 FEET NORTH OF A WHITE
 FE0182'WOODEN WITNESS POST, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 FE0182'HIGHWAY.  A STANDARD DISK, STAMPED 433.047 N 21 1934 AND SET IN
 FE0182'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1262 ***********************************************************************
 FE1262  DESIGNATION -  N 212
 FE1262  PID         -  FE1262
 FE1262  STATE/COUNTY-  TN/SHELBY
 FE1262  USGS QUAD   -  EADS (1983)
 FE1262
 FE1262                         *CURRENT SURVEY CONTROL
 FE1262  ___________________________________________________________________
 FE1262* NAD 83(1986)-  35 12 57.     (N)    089 44 52.     (W)     SCALED    
 FE1262* NAVD 88     -       126.025  (meters)     413.47   (feet)  ADJUSTED  
 FE1262  ___________________________________________________________________
 FE1262  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1262  DYNAMIC HT  -         125.912 (meters)     413.10  (feet)  COMP
 FE1262  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FE1262
 FE1262  VERT ORDER  -  SECOND    CLASS 0
 FE1262
 FE1262.The horizontal coordinates were scaled from a topographic map and have
 FE1262.an estimated accuracy of +/- 6 seconds.
 FE1262
 FE1262.The orthometric height was determined by differential leveling
 FE1262.and adjusted by the National Geodetic Survey in June 1991..
 FE1262
 FE1262.The geoid height was determined by GEOID03.
 FE1262
 FE1262.The dynamic height is computed by dividing the NAVD 88
 FE1262.geopotential number by the normal gravity value computed on the
 FE1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1262.degrees latitude (g = 980.6199 gals.).
 FE1262
 FE1262.The modeled gravity was interpolated from observed gravity values.
 FE1262
 FE1262;                    North         East    Units  Estimated Accuracy
 FE1262;SPC TN       -   104,450.      258,850.      MT  (+/- 180 meters Scaled)
 FE1262
 FE1262                          SUPERSEDED SURVEY CONTROL
 FE1262
 FE1262  NGVD 29 (??/??/??)  126.012  (m)          413.42   (f) ADJUSTED    2 0
 FE1262
 FE1262.Superseded values are not recommended for survey control.
 FE1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1262.See file dsdata.txt to determine how the superseded data were derived.
 FE1262
 FE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE498004(NAD 83)
 FE1262_MARKER: DB = BENCH MARK DISK
 FE1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1262_STAMPING: N 212 1958
 FE1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1262+STABILITY: SURFACE MOTION
 FE1262
 FE1262  HISTORY     - Date     Condition        Report By
 FE1262  HISTORY     - 1958     MONUMENTED       CGS
 FE1262  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1262
 FE1262                          STATION DESCRIPTION
 FE1262
 FE1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1262'8.4 MI ENE FROM BARTLETT.
 FE1262'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1262'BARTLETT, 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES NORTH ALONG
 FE1262'BRUNSWICK RD., THENCE 1.4 MILES EAST ALONG THE DAVIS PLANTATION
 FE1262'RD., 147 FT. SOUTHEAST OF THE CENTER LINE OF INTERSTATE HIGHWAY,
 FE1262'63 FT. EAST OF THE CENTER LINE OF A CATTLE GUARD, 13.7 FT.
 FE1262'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, SET AT THE SOUTH
 FE1262'EDGE OF A WOODED AREA, 2.5 FT. SOUTHEAST OF A WHITE WOODEN WITNESS
 FE1262'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3
 FE1262'INCHES, ABOUT LEVEL WITH THE ROAD.
 FE1262
 FE1262                          STATION RECOVERY (1992)
 FE1262
 FE1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1262'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1091 ***********************************************************************
 FE1091  DESIGNATION -  N 213
 FE1091  PID         -  FE1091
 FE1091  STATE/COUNTY-  TN/HAYWOOD
 FE1091  USGS QUAD   -  STANTON (1983)
 FE1091
 FE1091                         *CURRENT SURVEY CONTROL
 FE1091  ___________________________________________________________________
 FE1091* NAD 83(1986)-  35 24 12.     (N)    089 24 40.     (W)     SCALED    
 FE1091* NAVD 88     -       103.965  (meters)     341.09   (feet)  ADJUSTED  
 FE1091  ___________________________________________________________________
 FE1091  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1091  DYNAMIC HT  -         103.873 (meters)     340.79  (feet)  COMP
 FE1091  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE1091
 FE1091  VERT ORDER  -  SECOND    CLASS 0
 FE1091
 FE1091.The horizontal coordinates were scaled from a topographic map and have
 FE1091.an estimated accuracy of +/- 6 seconds.
 FE1091
 FE1091.The orthometric height was determined by differential leveling
 FE1091.and adjusted by the National Geodetic Survey in June 1991..
 FE1091
 FE1091.The geoid height was determined by GEOID03.
 FE1091
 FE1091.The dynamic height is computed by dividing the NAVD 88
 FE1091.geopotential number by the normal gravity value computed on the
 FE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1091.degrees latitude (g = 980.6199 gals.).
 FE1091
 FE1091.The modeled gravity was interpolated from observed gravity values.
 FE1091
 FE1091;                    North         East    Units  Estimated Accuracy
 FE1091;SPC TN       -   124,120.      290,210.      MT  (+/- 180 meters Scaled)
 FE1091
 FE1091                          SUPERSEDED SURVEY CONTROL
 FE1091
 FE1091  NGVD 29 (??/??/??)  103.956  (m)          341.06   (f) ADJUSTED    2 0
 FE1091
 FE1091.Superseded values are not recommended for survey control.
 FE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1091.See file dsdata.txt to determine how the superseded data were derived.
 FE1091
 FE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE810204(NAD 83)
 FE1091_MARKER: DB = BENCH MARK DISK
 FE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1091_STAMPING: N 213 1959
 FE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1091+STABILITY: SURFACE MOTION
 FE1091
 FE1091  HISTORY     - Date     Condition        Report By
 FE1091  HISTORY     - 1959     MONUMENTED       CGS
 FE1091  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1091
 FE1091                          STATION DESCRIPTION
 FE1091
 FE1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1091'13.8 MI ESE FROM BRADEN.
 FE1091'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1091'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1091'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1091'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1091'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1091'THENCE 3.1 MILES EAST ALONG GRAVEL ROAD, THENCE 1.45 MILES
 FE1091'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.65 MILE
 FE1091'NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES EAST, THENCE 0.6
 FE1091'MILE NORTH ALONG A GRAVEL ROAD, 40 FT. SOUTHWEST OF THE CENTER
 FE1091'LINE OF A T JUNCTION, 41 FT. SOUTH OF A FENCE, 21 FT. WEST OF THE
 FE1091'CENTER LINE OF A GRAVEL ROAD, 2 FT. SOUTHWEST OF A WITNESS
 FE1091'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE1091'3 INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1091
 FE1091                          STATION RECOVERY (2002)
 FE1091
 FE1091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0598 ***********************************************************************
 FE0598  DESIGNATION -  N 215
 FE0598  PID         -  FE0598
 FE0598  STATE/COUNTY-  TN/MADISON
 FE0598  USGS QUAD   -  ADAIR (1979)
 FE0598
 FE0598                         *CURRENT SURVEY CONTROL
 FE0598  ___________________________________________________________________
 FE0598* NAD 83(1986)-  35 37 33.     (N)    088 58 16.     (W)     SCALED    
 FE0598* NAVD 88     -       121.948  (meters)     400.09   (feet)  ADJUSTED  
 FE0598  ___________________________________________________________________
 FE0598  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0598  DYNAMIC HT  -         121.839 (meters)     399.73  (feet)  COMP
 FE0598  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0598
 FE0598  VERT ORDER  -  SECOND    CLASS 0
 FE0598
 FE0598.The horizontal coordinates were scaled from a topographic map and have
 FE0598.an estimated accuracy of +/- 6 seconds.
 FE0598
 FE0598.The orthometric height was determined by differential leveling
 FE0598.and adjusted by the National Geodetic Survey in June 1991..
 FE0598
 FE0598.The geoid height was determined by GEOID03.
 FE0598
 FE0598.The dynamic height is computed by dividing the NAVD 88
 FE0598.geopotential number by the normal gravity value computed on the
 FE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0598.degrees latitude (g = 980.6199 gals.).
 FE0598
 FE0598.The modeled gravity was interpolated from observed gravity values.
 FE0598
 FE0598;                    North         East    Units  Estimated Accuracy
 FE0598;SPC TN       -   147,490.      330,910.      MT  (+/- 180 meters Scaled)
 FE0598
 FE0598                          SUPERSEDED SURVEY CONTROL
 FE0598
 FE0598  NGVD 29 (??/??/??)  121.974  (m)          400.18   (f) ADJUSTED    2 0
 FE0598
 FE0598.Superseded values are not recommended for survey control.
 FE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0598.See file dsdata.txt to determine how the superseded data were derived.
 FE0598
 FE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE215442(NAD 83)
 FE0598_MARKER: DB = BENCH MARK DISK
 FE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0598_STAMPING: N 215 1959
 FE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0598+STABILITY: SURFACE MOTION
 FE0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0598+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0598
 FE0598  HISTORY     - Date     Condition        Report By
 FE0598  HISTORY     - 1959     MONUMENTED       CGS
 FE0598  HISTORY     - 20020910 GOOD             USACE
 FE0598
 FE0598                          STATION DESCRIPTION
 FE0598
 FE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0598'17 MI ENE FROM BROWNSVILLE.
 FE0598'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0598'BROWNSVILLE, THENCE 7.3 MILES NORTHEAST ON INTERSTATE HIGHWAY 40,
 FE0598'0.65 MILE NORTHEAST OF TRAVERSE STATION CUB.  THE MARK IS 107
 FE0598'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE EAST BOUND TRAFFIC
 FE0598'LANE AND 1.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, IT IS 2.1 FEET
 FE0598'WEST OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 FE0598'AND IS SET IN THE TOP OF A CONCRETE POST, WHICH PROJECTS ABOUT
 FE0598'2 INCHES.
 FE0598
 FE0598                          STATION RECOVERY (2002)
 FE0598
 FE0598'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0151 ***********************************************************************
 FE0151  DESIGNATION -  N 216
 FE0151  PID         -  FE0151
 FE0151  STATE/COUNTY-  TN/HENDERSON
 FE0151  USGS QUAD   -  CLARKSBURG (1986)
 FE0151
 FE0151                         *CURRENT SURVEY CONTROL
 FE0151  ___________________________________________________________________
 FE0151* NAD 83(1986)-  35 45 46.     (N)    088 28 15.     (W)     SCALED    
 FE0151* NAVD 88     -       158.444  (meters)     519.83   (feet)  ADJUSTED  
 FE0151  ___________________________________________________________________
 FE0151  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0151  DYNAMIC HT  -         158.303 (meters)     519.37  (feet)  COMP
 FE0151  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE0151
 FE0151  VERT ORDER  -  SECOND    CLASS 0
 FE0151
 FE0151.The horizontal coordinates were scaled from a topographic map and have
 FE0151.an estimated accuracy of +/- 6 seconds.
 FE0151
 FE0151.The orthometric height was determined by differential leveling
 FE0151.and adjusted by the National Geodetic Survey in June 1991..
 FE0151
 FE0151.The geoid height was determined by GEOID03.
 FE0151
 FE0151.The dynamic height is computed by dividing the NAVD 88
 FE0151.geopotential number by the normal gravity value computed on the
 FE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0151.degrees latitude (g = 980.6199 gals.).
 FE0151
 FE0151.The modeled gravity was interpolated from observed gravity values.
 FE0151
 FE0151;                    North         East    Units  Estimated Accuracy
 FE0151;SPC TN       -   161,420.      376,590.      MT  (+/- 180 meters Scaled)
 FE0151
 FE0151                          SUPERSEDED SURVEY CONTROL
 FE0151
 FE0151  NGVD 29 (??/??/??)  158.468  (m)          519.91   (f) ADJUSTED    2 0
 FE0151
 FE0151.Superseded values are not recommended for survey control.
 FE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0151.See file dsdata.txt to determine how the superseded data were derived.
 FE0151
 FE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE670586(NAD 83)
 FE0151_MARKER: DB = BENCH MARK DISK
 FE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0151_STAMPING: N 216 1959
 FE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0151+STABILITY: SURFACE MOTION
 FE0151
 FE0151  HISTORY     - Date     Condition        Report By
 FE0151  HISTORY     - 1959     MONUMENTED       CGS
 FE0151  HISTORY     - 1972     GOOD             TVA
 FE0151
 FE0151                          STATION DESCRIPTION
 FE0151
 FE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0151'13.7 MI SW FROM YUMA.
 FE0151'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0151'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0151'SOUTH ON A GRAVELED AND ASPHALT ROAD, THENCE 3.25 MILES WEST
 FE0151'ON AN ASPHALT ROAD, THENCE 2.1 MILES SOUTH ON AN ASPHALT ROAD TO A
 FE0151'DRIVEWAY ON THE RIGHT, THENCE CROSS COUNTRY FOR 0.3 MILES
 FE0151'SOUTHWEST TO A TRACK ROAD, THENCE 0.4 MILE SOUTH ALONG A TRACK
 FE0151'ROAD, THENCE 0.7 MILES WEST ALONG A GRAVELED ROAD.  IT IS 30
 FE0151'FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 47 FEET
 FE0151'WEST OF THE CENTER OF THE ENTRANCE TO A FIELD ROAD, 27 FEET
 FE0151'SOUTHEAST OF A 30-INCH OAK TREE, 2.8 FEET NORTH-NORTHWEST OF A
 FE0151'WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0151'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET IN
 FE0151'A SHARP CURVE IN THE ROAD.  TO REACH STATION BEAVER 1959 FROM THIS
 FE0151'MARK GO EAST FOR 0.7 MILES ON A GRAVELED ROAD THENCE NORTH FOR 0.4
 FE0151'ALONG A TRACK ROAD, THENCE CROSS COUNTRY FOR 0.1 MILE NORTHEAST.
 FE0151'NOTE-- 4.8 MI W OF I-40-HWY 22 INTERCHANGE, 0.12 MI S OF I-40
 FE0151'REST AREA, 1.25 MI W-NW OF UNION CROSS, 32 FT NS O W OF T
 FE0151'DRIVE SE INTERCHANGE.  8.7 N 70 W OF CORNER FENCE POST.
 FE0151
 FE0151                          STATION RECOVERY (1972)
 FE0151
 FE0151'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1165 ***********************************************************************
 FD1165  DESIGNATION -  N 218
 FD1165  PID         -  FD1165
 FD1165  STATE/COUNTY-  TN/HICKMAN
 FD1165  USGS QUAD   -  SPOT (1942)
 FD1165
 FD1165                         *CURRENT SURVEY CONTROL
 FD1165  ___________________________________________________________________
 FD1165* NAD 83(1986)-  35 55 01.     (N)    087 36 27.     (W)     SCALED    
 FD1165* NAVD 88     -       164.628  (meters)     540.12   (feet)  ADJUSTED  
 FD1165  ___________________________________________________________________
 FD1165  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD1165  DYNAMIC HT  -         164.483 (meters)     539.64  (feet)  COMP
 FD1165  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FD1165
 FD1165  VERT ORDER  -  SECOND    CLASS 0
 FD1165
 FD1165.The horizontal coordinates were scaled from a topographic map and have
 FD1165.an estimated accuracy of +/- 6 seconds.
 FD1165
 FD1165.The orthometric height was determined by differential leveling
 FD1165.and adjusted by the National Geodetic Survey in June 1991..
 FD1165
 FD1165.The geoid height was determined by GEOID03.
 FD1165
 FD1165.The dynamic height is computed by dividing the NAVD 88
 FD1165.geopotential number by the normal gravity value computed on the
 FD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1165.degrees latitude (g = 980.6199 gals.).
 FD1165
 FD1165.The modeled gravity was interpolated from observed gravity values.
 FD1165
 FD1165;                    North         East    Units  Estimated Accuracy
 FD1165;SPC TN       -   176,890.      454,920.      MT  (+/- 180 meters Scaled)
 FD1165
 FD1165                          SUPERSEDED SURVEY CONTROL
 FD1165
 FD1165  NGVD 29 (??/??/92)  164.644  (m)          540.17   (f) ADJ UNCH    2 0
 FD1165
 FD1165.Superseded values are not recommended for survey control.
 FD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1165.See file dsdata.txt to determine how the superseded data were derived.
 FD1165
 FD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE451749(NAD 83)
 FD1165_MARKER: DB = BENCH MARK DISK
 FD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1165_STAMPING: N 218 1959
 FD1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1165+STABILITY: SURFACE MOTION
 FD1165
 FD1165  HISTORY     - Date     Condition        Report By
 FD1165  HISTORY     - 1959     MONUMENTED       CGS
 FD1165
 FD1165                          STATION DESCRIPTION
 FD1165
 FD1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1165'8.8 MI NE FROM ONLY.
 FD1165'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1165'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1165'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1165'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1165'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE 0.55
 FD1165'MILE WEST AND NORTH ON A GRAVELED ROAD TO A SHARP CURVE AND THE
 FD1165'MARK, 23 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 1 FT. WEST
 FD1165'OF A FENCE, 2.6 FT. EAST OF A WITNESS SIGN, THE MARK IS SET ON THE
 FD1165'INSIDE OF A SHARP CURVE ABOUT 0.1 MILE NORTH OF A LARGE HOUSE WITH
 FD1165'A TIN ROOF, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4
 FD1165'INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1166 ***********************************************************************
 FD1166  DESIGNATION -  N 218 RESET
 FD1166  PID         -  FD1166
 FD1166  STATE/COUNTY-  TN/HICKMAN
 FD1166  USGS QUAD   -  SPOT (1942)
 FD1166
 FD1166                         *CURRENT SURVEY CONTROL
 FD1166  ___________________________________________________________________
 FD1166* NAD 83(1986)-  35 55 01.     (N)    087 36 27.     (W)     SCALED    
 FD1166* NAVD 88     -       166.30   (+/-2cm)     545.6    (feet)  VERTCON   
 FD1166  ___________________________________________________________________
 FD1166  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD1166
 FD1166  VERT ORDER  -  THIRD (See Below)
 FD1166
 FD1166.The horizontal coordinates were scaled from a topographic map and have
 FD1166.an estimated accuracy of +/- 6 seconds.
 FD1166
 FD1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1166.The vertical order pertains to the NGVD 29 superseded value.
 FD1166
 FD1166.The geoid height was determined by GEOID03.
 FD1166
 FD1166;                    North         East    Units  Estimated Accuracy
 FD1166;SPC TN       -   176,890.      454,920.      MT  (+/- 180 meters Scaled)
 FD1166
 FD1166                          SUPERSEDED SURVEY CONTROL
 FD1166
 FD1166  NGVD 29 (??/??/??)  166.32   (m)          545.7    (f) RESET       3  
 FD1166
 FD1166.Superseded values are not recommended for survey control.
 FD1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1166.See file dsdata.txt to determine how the superseded data were derived.
 FD1166
 FD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE451749(NAD 83)
 FD1166_MARKER: DB = BENCH MARK DISK
 FD1166_SETTING: 0 = UNSPECIFIED SETTING
 FD1166_STAMPING: N 218 1959 RESET 1963
 FD1166_MARK LOGO: TNHD  
 FD1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1166
 FD1166  HISTORY     - Date     Condition        Report By
 FD1166  HISTORY     - 1963     MONUMENTED       TNHD
 FD1166
 FD1166                          STATION DESCRIPTION
 FD1166
 FD1166'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD1166'8.9 MI NE FROM ONLY.
 FD1166'THIS MARK CAN BE REACHED FROM THE MT. ZION CHURCH IN ONLY,
 FD1166'LOCATED ON STATE HIGHWAY 6173, BY GOING 0.9 MILE NORTHEAST ON
 FD1166'STATE HIGHWAY 6173, THENCE 1.4 MILES NORTHWEST ON A GRAVELED
 FD1166'ROAD, THENCE 2.65 MILES EAST ON A GRAVELED ROAD, THENCE 0.8
 FD1166'MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE 2.6 MILES NORTHEAST
 FD1166'ON A GRAVELED ROAD TO A Y JUNCTION, THENCE 0.55 MILE WEST AND
 FD1166'NORTH ON A GRAVELED ROAD TO A SHARP CURVE AND THE MARK, 21 FEET
 FD1166'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 18 FEET
 FD1166'NORTH OF A TRIPLE TRUNKED CEDAR TREE, 8 FEET SOUTH OF AN 8-INCH
 FD1166'PINE TREE, 5 FEET WEST OF A WIRE FENCE AND 2.5 FEET EAST OF A
 FD1166'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1464 ***********************************************************************
 GC1464  DESIGNATION -  N 219
 GC1464  PID         -  GC1464
 GC1464  STATE/COUNTY-  TN/DICKSON
 GC1464  USGS QUAD   -  WHITE BLUFF (1983)
 GC1464
 GC1464                         *CURRENT SURVEY CONTROL
 GC1464  ___________________________________________________________________
 GC1464* NAD 83(1986)-  36 00 54.     (N)    087 13 43.     (W)     SCALED    
 GC1464* NAVD 88     -       226.079  (meters)     741.73   (feet)  ADJUSTED  
 GC1464  ___________________________________________________________________
 GC1464  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1464  DYNAMIC HT  -         225.883 (meters)     741.08  (feet)  COMP
 GC1464  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GC1464
 GC1464  VERT ORDER  -  SECOND    CLASS 0
 GC1464
 GC1464.The horizontal coordinates were scaled from a topographic map and have
 GC1464.an estimated accuracy of +/- 6 seconds.
 GC1464
 GC1464.The orthometric height was determined by differential leveling
 GC1464.and adjusted by the National Geodetic Survey in June 1991..
 GC1464
 GC1464.The geoid height was determined by GEOID03.
 GC1464
 GC1464.The dynamic height is computed by dividing the NAVD 88
 GC1464.geopotential number by the normal gravity value computed on the
 GC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1464.degrees latitude (g = 980.6199 gals.).
 GC1464
 GC1464.The modeled gravity was interpolated from observed gravity values.
 GC1464
 GC1464;                    North         East    Units  Estimated Accuracy
 GC1464;SPC TN       -   187,280.      489,250.      MT  (+/- 180 meters Scaled)
 GC1464
 GC1464                          SUPERSEDED SURVEY CONTROL
 GC1464
 GC1464  NGVD 29 (??/??/92)  226.081  (m)          741.73   (f) ADJ UNCH    2 0
 GC1464
 GC1464.Superseded values are not recommended for survey control.
 GC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1464.See file dsdata.txt to determine how the superseded data were derived.
 GC1464
 GC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE794856(NAD 83)
 GC1464_MARKER: DB = BENCH MARK DISK
 GC1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1464_STAMPING: N 219 1959
 GC1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1464+STABILITY: SURFACE MOTION
 GC1464
 GC1464  HISTORY     - Date     Condition        Report By
 GC1464  HISTORY     - 1959     MONUMENTED       CGS
 GC1464
 GC1464                          STATION DESCRIPTION
 GC1464
 GC1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1464'9.2 MI E FROM TIDWELL.
 GC1464'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1464'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1464'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1464'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1464'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96,
 GC1464'THENCE 1.0 MILE NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 GC1464'61 FT. NORTH OF THE CENTER OF THE Y JUNCTION, 44 FT. SOUTH OF
 GC1464'THE SOUTHEAST CORNER OF A WOOD SHED, 33 FT. WEST OF THE CENTER OF
 GC1464'THE GRAVELED ROAD, 2.4 FT. EAST OF A TELEPHONE POLE, 2 FT.
 GC1464'WEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1464'PROJECTING 4 INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1061 ***********************************************************************
 GC1061  DESIGNATION -  N 220
 GC1061  PID         -  GC1061
 GC1061  STATE/COUNTY-  TN/SUMNER
 GC1061  USGS QUAD   -  FRANKLIN (1994)
 GC1061
 GC1061                         *CURRENT SURVEY CONTROL
 GC1061  ___________________________________________________________________
 GC1061* NAD 83(1986)-  36 37 57.     (N)    086 34 24.     (W)     SCALED    
 GC1061* NAVD 88     -       224.290  (meters)     735.86   (feet)  ADJUSTED  
 GC1061  ___________________________________________________________________
 GC1061  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1061  DYNAMIC HT  -         224.102 (meters)     735.24  (feet)  COMP
 GC1061  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC1061
 GC1061  VERT ORDER  -  SECOND    CLASS 0
 GC1061
 GC1061.The horizontal coordinates were scaled from a topographic map and have
 GC1061.an estimated accuracy of +/- 6 seconds.
 GC1061
 GC1061.The orthometric height was determined by differential leveling
 GC1061.and adjusted by the National Geodetic Survey in June 1991..
 GC1061
 GC1061.The geoid height was determined by GEOID03.
 GC1061
 GC1061.The dynamic height is computed by dividing the NAVD 88
 GC1061.geopotential number by the normal gravity value computed on the
 GC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1061.degrees latitude (g = 980.6199 gals.).
 GC1061
 GC1061.The modeled gravity was interpolated from observed gravity values.
 GC1061
 GC1061;                    North         East    Units  Estimated Accuracy
 GC1061;SPC TN       -   255,250.      548,720.      MT  (+/- 180 meters Scaled)
 GC1061
 GC1061                          SUPERSEDED SURVEY CONTROL
 GC1061
 GC1061  NGVD 29 (??/??/92)  224.371  (m)          736.12   (f) ADJ UNCH    2 0
 GC1061
 GC1061.Superseded values are not recommended for survey control.
 GC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1061.See file dsdata.txt to determine how the superseded data were derived.
 GC1061
 GC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF381541(NAD 83)
 GC1061_MARKER: DB = BENCH MARK DISK
 GC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1061_STAMPING: N 220 1959
 GC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1061+STABILITY: SURFACE MOTION
 GC1061
 GC1061  HISTORY     - Date     Condition        Report By
 GC1061  HISTORY     - 1959     MONUMENTED       CGS
 GC1061  HISTORY     - 1964     GOOD             PAS
 GC1061
 GC1061                          STATION DESCRIPTION
 GC1061
 GC1061'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1061'2.6 MI W FROM MITCHELLVILLE.
 GC1061'FROM THE INTERSECTION OF THE PAVED ROAD AND THE LOUISVILLE AND
 GC1061'NASHVILLE RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD
 GC1061'FOR 1.3 MILES, THENCE 0.85 MILE WEST AND NORTH ON A GRAVELED
 GC1061'ROAD, THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, 97 FEET
 GC1061'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 22 FEET WEST OF THE
 GC1061'CENTER OF A GRAVELED ROAD, 13 FEET NORTHWEST OF A 48 INCH OAK
 GC1061'TREE, 2 FEET WEST OF A WITNESS SIGN, AND 1 FOOT EAST OF A FENCE.
 GC1061'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 GC1061'AND ABOUT LEVEL WITH THE GRAVELED ROAD.  MARK IS STAMPED N 220
 GC1061'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0521 ***********************************************************************
 GC0521  DESIGNATION -  N 221 RESET
 GC0521  PID         -  GC0521
 GC0521  STATE/COUNTY-  TN/SUMNER
 GC0521  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0521
 GC0521                         *CURRENT SURVEY CONTROL
 GC0521  ___________________________________________________________________
 GC0521* NAD 83(1986)-  36 20 58.     (N)    086 42 56.     (W)     SCALED    
 GC0521* NAVD 88     -       141.43   (+/-2cm)     464.0    (feet)  VERTCON   
 GC0521  ___________________________________________________________________
 GC0521  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0521
 GC0521  VERT ORDER  -  THIRD (See Below)
 GC0521
 GC0521.The horizontal coordinates were scaled from a topographic map and have
 GC0521.an estimated accuracy of +/- 6 seconds.
 GC0521
 GC0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0521.The vertical order pertains to the NGVD 29 superseded value.
 GC0521
 GC0521.The geoid height was determined by GEOID03.
 GC0521
 GC0521;                    North         East    Units  Estimated Accuracy
 GC0521;SPC TN       -   223,920.      535,770.      MT  (+/- 180 meters Scaled)
 GC0521
 GC0521                          SUPERSEDED SURVEY CONTROL
 GC0521
 GC0521  NGVD 29 (??/??/??)  141.48   (m)          464.2    (f) RESET       3  
 GC0521
 GC0521.Superseded values are not recommended for survey control.
 GC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0521.See file dsdata.txt to determine how the superseded data were derived.
 GC0521
 GC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF255227(NAD 83)
 GC0521_MARKER: DB = BENCH MARK DISK
 GC0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0521_STAMPING: N 221 RESET 1968
 GC0521_MARK LOGO: CGS   
 GC0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0521+STABILITY: SURFACE MOTION
 GC0521
 GC0521  HISTORY     - Date     Condition        Report By
 GC0521  HISTORY     - 1968     MONUMENTED       CGS
 GC0521
 GC0521                          STATION DESCRIPTION
 GC0521
 GC0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0521'1.4 MI S FROM MILLERSVILLE.
 GC0521'TO REACH THE MARK FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE,
 GC0521'GO SOUTHERLY ON U.S. HIGHWAY 31W FOR 1.4 MILES TO THE MARK ON
 GC0521'THE RIGHT AS DESCRIBED.  THE MARK IS 77 FEET WEST OF THE
 GC0521'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 73 FEET EAST OF THE
 GC0521'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 72 FEET NORTH OF THE
 GC0521'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 24 FEET SOUTH OF
 GC0521'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 2 FEET SOUTH OF
 GC0521'GUYE UTILITY POLE NO. 21, 1.5 FEET NORTH OF A CONCRETE
 GC0521'RIGHT-OF-WAY MARKER POST, AND 0.9 OF A FOOT EAST OF A METAL
 GC0521'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET
 GC0521'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GC0521'ABOUT 4 INCHES AND THE DISK IS STAMPED N 221 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0652 ***********************************************************************
 GC0652  DESIGNATION -  N 222
 GC0652  PID         -  GC0652
 GC0652  STATE/COUNTY-  TN/DAVIDSON
 GC0652  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0652
 GC0652                         *CURRENT SURVEY CONTROL
 GC0652  ___________________________________________________________________
 GC0652* NAD 83(1986)-  36 08 03.     (N)    086 46 31.     (W)     SCALED    
 GC0652* NAVD 88     -       152.294  (meters)     499.65   (feet)  ADJUSTED  
 GC0652  ___________________________________________________________________
 GC0652  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0652  DYNAMIC HT  -         152.163 (meters)     499.22  (feet)  COMP
 GC0652  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0652
 GC0652  VERT ORDER  -  SECOND    CLASS 0
 GC0652
 GC0652.The horizontal coordinates were scaled from a topographic map and have
 GC0652.an estimated accuracy of +/- 6 seconds.
 GC0652
 GC0652.The orthometric height was determined by differential leveling
 GC0652.and adjusted by the National Geodetic Survey in June 1991..
 GC0652
 GC0652.The geoid height was determined by GEOID03.
 GC0652
 GC0652.The dynamic height is computed by dividing the NAVD 88
 GC0652.geopotential number by the normal gravity value computed on the
 GC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0652.degrees latitude (g = 980.6199 gals.).
 GC0652
 GC0652.The modeled gravity was interpolated from observed gravity values.
 GC0652
 GC0652;                    North         East    Units  Estimated Accuracy
 GC0652;SPC TN       -   200,080.      530,220.      MT  (+/- 180 meters Scaled)
 GC0652
 GC0652                          SUPERSEDED SURVEY CONTROL
 GC0652
 GC0652  NGVD 29 (??/??/92)  152.315  (m)          499.72   (f) ADJ UNCH    2 0
 GC0652
 GC0652.Superseded values are not recommended for survey control.
 GC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0652.See file dsdata.txt to determine how the superseded data were derived.
 GC0652
 GC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE202988(NAD 83)
 GC0652_MARKER: DB = BENCH MARK DISK
 GC0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0652_STAMPING: N 222 1960
 GC0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0652+STABILITY: SURFACE MOTION
 GC0652
 GC0652  HISTORY     - Date     Condition        Report By
 GC0652  HISTORY     - 1960     MONUMENTED       CGS
 GC0652
 GC0652                          STATION DESCRIPTION
 GC0652
 GC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0652'AT NASHVILLE.
 GC0652'THIS BENCH MARK IS SET IN THE EAST CORNER OF THE INTERSECTION
 GC0652'OF RIDLEY BLVD. AND WEDGEWOOD AVE, 27 FT. SOUTHEAST OF THE
 GC0652'CENTER OF RIDLEY BLVD., 23 FT. NORTHEAST OF THE WEDGEWOOD
 GC0652'AVE., 5 FT. SOUTHWEST OF A POWER LINE POLE, AND 1.8 FT. NORTHWEST
 GC0652'OF A WITNESS SIGN, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0652'THE GROUND AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0567 ***********************************************************************
 FD0567  DESIGNATION -  N 223
 FD0567  PID         -  FD0567
 FD0567  STATE/COUNTY-  TN/WILLIAMSON
 FD0567  USGS QUAD   -  RALLY HILL (1981)
 FD0567
 FD0567                         *CURRENT SURVEY CONTROL
 FD0567  ___________________________________________________________________
 FD0567* NAD 83(1986)-  35 44 28.     (N)    086 52 22.     (W)     SCALED    
 FD0567* NAVD 88     -       216.055  (meters)     708.84   (feet)  ADJUSTED  
 FD0567  ___________________________________________________________________
 FD0567  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD0567  DYNAMIC HT  -         215.864 (meters)     708.21  (feet)  COMP
 FD0567  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0567
 FD0567  VERT ORDER  -  SECOND    CLASS 0
 FD0567
 FD0567.The horizontal coordinates were scaled from a topographic map and have
 FD0567.an estimated accuracy of +/- 6 seconds.
 FD0567
 FD0567.The orthometric height was determined by differential leveling
 FD0567.and adjusted by the National Geodetic Survey in June 1991..
 FD0567
 FD0567.The geoid height was determined by GEOID03.
 FD0567
 FD0567.The dynamic height is computed by dividing the NAVD 88
 FD0567.geopotential number by the normal gravity value computed on the
 FD0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0567.degrees latitude (g = 980.6199 gals.).
 FD0567
 FD0567.The modeled gravity was interpolated from observed gravity values.
 FD0567
 FD0567;                    North         East    Units  Estimated Accuracy
 FD0567;SPC TN       -   156,540.      521,060.      MT  (+/- 180 meters Scaled)
 FD0567
 FD0567                          SUPERSEDED SURVEY CONTROL
 FD0567
 FD0567  NGVD 29 (??/??/92)  216.028  (m)          708.75   (f) ADJ UNCH    2 0
 FD0567
 FD0567.Superseded values are not recommended for survey control.
 FD0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0567.See file dsdata.txt to determine how the superseded data were derived.
 FD0567
 FD0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE115552(NAD 83)
 FD0567_MARKER: DB = BENCH MARK DISK
 FD0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0567_STAMPING: N 223 1960
 FD0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0567+STABILITY: SURFACE MOTION
 FD0567
 FD0567  HISTORY     - Date     Condition        Report By
 FD0567  HISTORY     - 1960     MONUMENTED       CGS
 FD0567
 FD0567                          STATION DESCRIPTION
 FD0567
 FD0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0567'4.3 MI SE FROM SPRING HILL.
 FD0567'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0567'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0567'31, THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 0.7 MILE SOUTH ON
 FD0567'INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF A TRACK ROAD.
 FD0567'THE BENCH MARK IS ABOUT 225 FT. SOUTH OF THE CENTER OF INTERSTATE
 FD0567'HIGHWAY 65, 115 FT. WEST OF THE NORTHWEST CORNER OF A BARN, 3
 FD0567'FT. NORTH OF A POWER LINE POLE AND 1.5 FT. NORTH OF A WITNESS
 FD0567'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0567'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0362 ***********************************************************************
 FD0362  DESIGNATION -  N 224
 FD0362  PID         -  FD0362
 FD0362  STATE/COUNTY-  TN/MAURY
 FD0362  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0362
 FD0362                         *CURRENT SURVEY CONTROL
 FD0362  ___________________________________________________________________
 FD0362* NAD 83(1986)-  35 29 52.     (N)    086 53 29.     (W)     SCALED    
 FD0362* NAVD 88     -       236.689  (meters)     776.54   (feet)  ADJUSTED  
 FD0362  ___________________________________________________________________
 FD0362  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0362  DYNAMIC HT  -         236.477 (meters)     775.84  (feet)  COMP
 FD0362  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FD0362
 FD0362  VERT ORDER  -  SECOND    CLASS 0
 FD0362
 FD0362.The horizontal coordinates were scaled from a topographic map and have
 FD0362.an estimated accuracy of +/- 6 seconds.
 FD0362
 FD0362.The orthometric height was determined by differential leveling
 FD0362.and adjusted by the National Geodetic Survey in June 1991..
 FD0362
 FD0362.The geoid height was determined by GEOID03.
 FD0362
 FD0362.The dynamic height is computed by dividing the NAVD 88
 FD0362.geopotential number by the normal gravity value computed on the
 FD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0362.degrees latitude (g = 980.6199 gals.).
 FD0362
 FD0362.The modeled gravity was interpolated from observed gravity values.
 FD0362
 FD0362;                    North         East    Units  Estimated Accuracy
 FD0362;SPC TN       -   129,560.      519,130.      MT  (+/- 180 meters Scaled)
 FD0362
 FD0362                          SUPERSEDED SURVEY CONTROL
 FD0362
 FD0362  NGVD 29 (??/??/92)  236.673  (m)          776.48   (f) ADJ UNCH    2 0
 FD0362
 FD0362.Superseded values are not recommended for survey control.
 FD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0362.See file dsdata.txt to determine how the superseded data were derived.
 FD0362
 FD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE098282(NAD 83)
 FD0362_MARKER: DB = BENCH MARK DISK
 FD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0362_STAMPING: N 224 1960
 FD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0362+STABILITY: SURFACE MOTION
 FD0362
 FD0362  HISTORY     - Date     Condition        Report By
 FD0362  HISTORY     - 1960     MONUMENTED       CGS
 FD0362
 FD0362                          STATION DESCRIPTION
 FD0362
 FD0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0362'1.2 MI S FROM BRYANT.
 FD0362'FROM THE BRYANT SCHOOL IN BRYANT, GO SOUTH ON A PAVED ROAD FOR
 FD0362'1.1 MILES, THEN 0.1 MILE EAST ON A GRAVELED ROAD.  THE BENCH
 FD0362'MARK IS ABOUT 225 FT. SOUTHEAST OF THE CENTER OF INTERSTATE
 FD0362'HIGHWAY 65, 29 FT. SOUTHWEST OF A POWER LINE POLE, 17 FT. NORTH
 FD0362'OF THE CENTER OF A GRAVELED ROAD, 1 FT. NORTH OF A FENCE, AND
 FD0362'1.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0362'CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE GRAVEL
 FD0362'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0444 ***********************************************************************
 FD0444  DESIGNATION -  N 225
 FD0444  PID         -  FD0444
 FD0444  STATE/COUNTY-  TN/GILES
 FD0444  USGS QUAD   -  ELKTON (1982)
 FD0444
 FD0444                         *CURRENT SURVEY CONTROL
 FD0444  ___________________________________________________________________
 FD0444* NAD 83(1986)-  35 04 48.     (N)    086 53 09.     (W)     SCALED    
 FD0444* NAVD 88     -       194.583  (meters)     638.39   (feet)  ADJUSTED  
 FD0444  ___________________________________________________________________
 FD0444  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0444  DYNAMIC HT  -         194.401 (meters)     637.80  (feet)  COMP
 FD0444  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FD0444
 FD0444  VERT ORDER  -  SECOND    CLASS 0
 FD0444
 FD0444.The horizontal coordinates were scaled from a topographic map and have
 FD0444.an estimated accuracy of +/- 6 seconds.
 FD0444
 FD0444.The orthometric height was determined by differential leveling
 FD0444.and adjusted by the National Geodetic Survey in June 1991..
 FD0444
 FD0444.The geoid height was determined by GEOID03.
 FD0444
 FD0444.The dynamic height is computed by dividing the NAVD 88
 FD0444.geopotential number by the normal gravity value computed on the
 FD0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0444.degrees latitude (g = 980.6199 gals.).
 FD0444
 FD0444.The modeled gravity was interpolated from observed gravity values.
 FD0444
 FD0444;                    North         East    Units  Estimated Accuracy
 FD0444;SPC TN       -    83,210.      519,210.      MT  (+/- 180 meters Scaled)
 FD0444
 FD0444                          SUPERSEDED SURVEY CONTROL
 FD0444
 FD0444  NGVD 29 (??/??/92)  194.553  (m)          638.30   (f) ADJ UNCH    2 0
 FD0444
 FD0444.Superseded values are not recommended for survey control.
 FD0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0444.See file dsdata.txt to determine how the superseded data were derived.
 FD0444
 FD0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104819(NAD 83)
 FD0444_MARKER: DB = BENCH MARK DISK
 FD0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0444_STAMPING: N 225 1960
 FD0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0444+STABILITY: SURFACE MOTION
 FD0444
 FD0444  HISTORY     - Date     Condition        Report By
 FD0444  HISTORY     - 1960     MONUMENTED       CGS
 FD0444
 FD0444                          STATION DESCRIPTION
 FD0444
 FD0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0444'2.5 MI NE FROM ELKTON.
 FD0444'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED ROAD,
 FD0444'THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE EAST ON
 FD0444'A GRAVELED ROAD, THEN 1.9 MILE NORTH ON INTERSTATE HIGHWAY 65
 FD0444'TO THE INTERSECTION OF A PAVED ROAD.  THE BENCH MARK IS ABOUT
 FD0444'0.15 MILE NORTHEAST OF THE PROPOSED INTERSTATE HIGHWAY, 40 FT.
 FD0444'NORTHWEST OF THE CENTER OF THE PAVED ROAD AND AT A SHARP CURVE
 FD0444'IN THE ROAD, 10 FT. EAST OF A FENCE CORNER, 7.5 FT. NORTHEAST OF
 FD0444'A TELEPHONE POLE, AND 2.7 FT. NORTH OF A WITNESS SIGN.  THE DISK
 FD0444'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 FD0444'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0258 ***********************************************************************
 GC0258  DESIGNATION -  N 226
 GC0258  PID         -  GC0258
 GC0258  STATE/COUNTY-  TN/WILSON
 GC0258  USGS QUAD   -  LEBANON (1983)
 GC0258
 GC0258                         *CURRENT SURVEY CONTROL
 GC0258  ___________________________________________________________________
 GC0258* NAD 83(1986)-  36 11 06.     (N)    086 21 03.     (W)     SCALED    
 GC0258* NAVD 88     -       181.193  (meters)     594.46   (feet)  ADJUSTED  
 GC0258  ___________________________________________________________________
 GC0258  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0258  DYNAMIC HT  -         181.041 (meters)     593.97  (feet)  COMP
 GC0258  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GC0258
 GC0258  VERT ORDER  -  SECOND    CLASS 0
 GC0258
 GC0258.The horizontal coordinates were scaled from a topographic map and have
 GC0258.an estimated accuracy of +/- 6 seconds.
 GC0258
 GC0258.The orthometric height was determined by differential leveling
 GC0258.and adjusted by the National Geodetic Survey in June 1991..
 GC0258
 GC0258.The geoid height was determined by GEOID03.
 GC0258
 GC0258.The dynamic height is computed by dividing the NAVD 88
 GC0258.geopotential number by the normal gravity value computed on the
 GC0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0258.degrees latitude (g = 980.6199 gals.).
 GC0258
 GC0258.The modeled gravity was interpolated from observed gravity values.
 GC0258
 GC0258;                    North         East    Units  Estimated Accuracy
 GC0258;SPC TN       -   205,500.      568,440.      MT  (+/- 180 meters Scaled)
 GC0258
 GC0258                          SUPERSEDED SURVEY CONTROL
 GC0258
 GC0258  NGVD 29 (??/??/92)  181.250  (m)          594.65   (f) ADJ UNCH    2 0
 GC0258
 GC0258.Superseded values are not recommended for survey control.
 GC0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0258.See file dsdata.txt to determine how the superseded data were derived.
 GC0258
 GC0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF583046(NAD 83)
 GC0258_MARKER: DB = BENCH MARK DISK
 GC0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0258_STAMPING: N 226 1960
 GC0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0258+STABILITY: SURFACE MOTION
 GC0258
 GC0258  HISTORY     - Date     Condition        Report By
 GC0258  HISTORY     - 1960     MONUMENTED       CGS
 GC0258  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0258
 GC0258                          STATION DESCRIPTION
 GC0258
 GC0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0258'6.3 MI SW FROM LEBANON.
 GC0258'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0258'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 4.5 MILES WEST
 GC0258'ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF A TRACK ROAD.  THE
 GC0258'BENCH MARK IS ABOUT 200 FT. NORTH OF THE PROPOSED INTERSTATE
 GC0258'HIGHWAY 40, ABOUT 0.05 MILE SOUTH OF A SHARP CURVE IN THE TRACK
 GC0258'ROAD, 80 FT. SOUTHWEST AND ACROSS THE TRACK ROAD FROM A T JUNCTION
 GC0258'OF 2 FENCES, 10 FT. WEST OF THE CENTER OF THE TRACK ROAD,
 GC0258'1.7 FT. WEST OF A FENCE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.
 GC0258'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0258'AND IS ABOUT LEVEL WITH THE TRACK ROAD.
 GC0258
 GC0258                          STATION RECOVERY (2001)
 GC0258
 GC0258'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0258'AREA HAS BEEN CHANGED DRASTICALLY BY CONSTRUCTION OF THE I-40/ST. RTE.
 GC0258'840 INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1832 ***********************************************************************
 GB1832  DESIGNATION -  N 227
 GB1832  PID         -  GB1832
 GB1832  STATE/COUNTY-  TN/SMITH
 GB1832  USGS QUAD   -  GORDONSVILLE (1986)
 GB1832
 GB1832                         *CURRENT SURVEY CONTROL
 GB1832  ___________________________________________________________________
 GB1832* NAD 83(1986)-  36 10 47.     (N)    085 58 13.     (W)     SCALED    
 GB1832* NAVD 88     -       152.031  (meters)     498.79   (feet)  ADJUSTED  
 GB1832  ___________________________________________________________________
 GB1832  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1832  DYNAMIC HT  -         151.901 (meters)     498.36  (feet)  COMP
 GB1832  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GB1832
 GB1832  VERT ORDER  -  SECOND    CLASS 0
 GB1832
 GB1832.The horizontal coordinates were scaled from a topographic map and have
 GB1832.an estimated accuracy of +/- 6 seconds.
 GB1832
 GB1832.The orthometric height was determined by differential leveling
 GB1832.and adjusted by the National Geodetic Survey in June 1991..
 GB1832
 GB1832.The geoid height was determined by GEOID03.
 GB1832
 GB1832.The dynamic height is computed by dividing the NAVD 88
 GB1832.geopotential number by the normal gravity value computed on the
 GB1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1832.degrees latitude (g = 980.6199 gals.).
 GB1832
 GB1832.The modeled gravity was interpolated from observed gravity values.
 GB1832
 GB1832;                    North         East    Units  Estimated Accuracy
 GB1832;SPC TN       -   204,860.      602,670.      MT  (+/- 180 meters Scaled)
 GB1832
 GB1832                          SUPERSEDED SURVEY CONTROL
 GB1832
 GB1832  NGVD 29 (??/??/92)  152.095  (m)          499.00   (f) ADJ UNCH    2 0
 GB1832
 GB1832.Superseded values are not recommended for survey control.
 GB1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1832.See file dsdata.txt to determine how the superseded data were derived.
 GB1832
 GB1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF925043(NAD 83)
 GB1832_MARKER: DB = BENCH MARK DISK
 GB1832_SETTING: 66 = SET IN ROCK OUTCROP
 GB1832_SP_SET: BEDROCK
 GB1832_STAMPING: N 227 1960
 GB1832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1832+STABILITY: POSITION/ELEVATION WELL
 GB1832
 GB1832  HISTORY     - Date     Condition        Report By
 GB1832  HISTORY     - 1960     MONUMENTED       CGS
 GB1832
 GB1832                          STATION DESCRIPTION
 GB1832
 GB1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1832'2.2 MI E FROM NEW MIDDLETON.
 GB1832'FROM THE POST OFFICE IN NEW MIDDLETON, GO EAST ON STATE HIGHWAY
 GB1832'141 FOR 2.2 MILES TO A WOODEN BRIDGE OVER A SMALL CREEK.  THE BENCH
 GB1832'MARK IS ABOUT 200 FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE
 GB1832'HIGHWAY 40, 50.3 FT. EAST OF THE CENTER OF THE EAST END OF THE
 GB1832'BRIDGE, 31 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 141, 30 FT.
 GB1832'SOUTH OF THE CENTER OF A GATE AND TRACK ROAD, 10 FT. WEST OF THE
 GB1832'NORTHWEST CORNER OF A SHED, 6.5 FT. EAST OF A FENCE, AND ABOUT 3 FT.
 GB1832'BELOW THE LEVEL OF STATE HIGHWAY 141.  THE DISK IS CEMENTED IN A
 GB1832'DRILL HOLE IN OUTCROPPING BEDROCK.  NOTE-- THIS MARK IS ABOUT 1.7
 GB1832'MILES WEST ALONG STATE HIGHWAY 141 AND 0.25 MILES SOUTH ALONG STATE
 GB1832'HIGHWAY 53 FROM B.M. M 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0086 ***********************************************************************
 FD0086  DESIGNATION -  N 228
 FD0086  PID         -  FD0086
 FD0086  STATE/COUNTY-  TN/RUTHERFORD
 FD0086  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0086
 FD0086                         *CURRENT SURVEY CONTROL
 FD0086  ___________________________________________________________________
 FD0086* NAD 83(1986)-  35 43 41.     (N)    086 19 31.     (W)     SCALED    
 FD0086* NAVD 88     -       199.008  (meters)     652.91   (feet)  ADJUSTED  
 FD0086  ___________________________________________________________________
 FD0086  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0086  DYNAMIC HT  -         198.829 (meters)     652.32  (feet)  COMP
 FD0086  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FD0086
 FD0086  VERT ORDER  -  SECOND    CLASS 0
 FD0086
 FD0086.The horizontal coordinates were scaled from a topographic map and have
 FD0086.an estimated accuracy of +/- 6 seconds.
 FD0086
 FD0086.The orthometric height was determined by differential leveling
 FD0086.and adjusted by the National Geodetic Survey in June 1991..
 FD0086
 FD0086.The geoid height was determined by GEOID03.
 FD0086
 FD0086.The dynamic height is computed by dividing the NAVD 88
 FD0086.geopotential number by the normal gravity value computed on the
 FD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0086.degrees latitude (g = 980.6199 gals.).
 FD0086
 FD0086.The modeled gravity was interpolated from observed gravity values.
 FD0086
 FD0086;                    North         East    Units  Estimated Accuracy
 FD0086;SPC TN       -   154,790.      570,570.      MT  (+/- 180 meters Scaled)
 FD0086
 FD0086                          SUPERSEDED SURVEY CONTROL
 FD0086
 FD0086  NGVD 29 (??/??/92)  199.014  (m)          652.93   (f) ADJ UNCH    2 0
 FD0086
 FD0086.Superseded values are not recommended for survey control.
 FD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0086.See file dsdata.txt to determine how the superseded data were derived.
 FD0086
 FD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE610539(NAD 83)
 FD0086_MARKER: DB = BENCH MARK DISK
 FD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0086_STAMPING: N 228 1960
 FD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0086+STABILITY: SURFACE MOTION
 FD0086
 FD0086  HISTORY     - Date     Condition        Report By
 FD0086  HISTORY     - 1930     MONUMENTED       CGS
 FD0086
 FD0086                          STATION DESCRIPTION
 FD0086
 FD0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 FD0086'10.2 MI SE FROM MURFREESBORO.
 FD0086'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0086'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.6 MILES, THEN
 FD0086'1.3 MILES EAST ON A GRAVELED ROAD, THEN 2.9 MILES SOUTH ON A
 FD0086'GRAVELED ROAD TO A T JUNCTION, THEN 1.5 MILES EAST ON RIVERLAND
 FD0086'ROAD, THEN 1.95 MILES SOUTH AND EAST ON A GRAVELED ROAD, THEN
 FD0086'1.35 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24.  THE BENCH MARK
 FD0086'IS ABOUT 175 FT. SOUTHWEST OF THE CENTER OF THE PROPOSED
 FD0086'INTERSTATE HIGHWAY 24, 19 FT. NORTHWEST OF THE CENTER OF A FIELD
 FD0086'ROAD, 16 FT. NORTHEAST OF THE CENTER OF A GATE AND ROAD LEADING
 FD0086'TO A FIELD, 1 FT. SOUTHEAST OF A FENCE, AND 1.7 FT. SOUTHWEST
 FD0086'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0086'PROJECTING 2 INCHES.  NOTE-- THIS MARK IS ABOUT 0.5 MILE NORTHWEST
 FD0086'ALONG INTERSTATE HIGHWAY 24 FROM WAYSIDE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0114 ***********************************************************************
 FD0114  DESIGNATION -  N 229
 FD0114  PID         -  FD0114
 FD0114  STATE/COUNTY-  TN/BEDFORD
 FD0114  USGS QUAD   -  WARTRACE (1980)
 FD0114
 FD0114                         *CURRENT SURVEY CONTROL
 FD0114  ___________________________________________________________________
 FD0114* NAD 83(1986)-  35 32 53.     (N)    086 19 12.     (W)     SCALED    
 FD0114* NAVD 88     -       275.965  (meters)     905.40   (feet)  ADJUSTED  
 FD0114  ___________________________________________________________________
 FD0114  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD0114  DYNAMIC HT  -         275.712 (meters)     904.57  (feet)  COMP
 FD0114  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 FD0114
 FD0114  VERT ORDER  -  SECOND    CLASS 0
 FD0114
 FD0114.The horizontal coordinates were scaled from a topographic map and have
 FD0114.an estimated accuracy of +/- 6 seconds.
 FD0114
 FD0114.The orthometric height was determined by differential leveling
 FD0114.and adjusted by the National Geodetic Survey in June 1991..
 FD0114
 FD0114.The geoid height was determined by GEOID03.
 FD0114
 FD0114.The dynamic height is computed by dividing the NAVD 88
 FD0114.geopotential number by the normal gravity value computed on the
 FD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0114.degrees latitude (g = 980.6199 gals.).
 FD0114
 FD0114.The modeled gravity was interpolated from observed gravity values.
 FD0114
 FD0114;                    North         East    Units  Estimated Accuracy
 FD0114;SPC TN       -   134,820.      570,990.      MT  (+/- 180 meters Scaled)
 FD0114
 FD0114                          SUPERSEDED SURVEY CONTROL
 FD0114
 FD0114  NGVD 29 (??/??/92)  275.964  (m)          905.39   (f) ADJ UNCH    2 0
 FD0114
 FD0114.Superseded values are not recommended for survey control.
 FD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0114.See file dsdata.txt to determine how the superseded data were derived.
 FD0114
 FD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE616340(NAD 83)
 FD0114_MARKER: DB = BENCH MARK DISK
 FD0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0114_STAMPING: N 229 1960
 FD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0114+STABILITY: SURFACE MOTION
 FD0114
 FD0114  HISTORY     - Date     Condition        Report By
 FD0114  HISTORY     - 1960     MONUMENTED       CGS
 FD0114
 FD0114                          STATION DESCRIPTION
 FD0114
 FD0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0114'2 MI NW FROM WARTRACE.
 FD0114'FROM THE RAILROAD DEPOT IN WARTRACE, GO 2.0 MILES NORTHWEST ON
 FD0114'STATE HIGHWAY 64.  THE BENCH MARK IS ABOUT 0.05 MILE EAST OF A
 FD0114'PRIVATE DRIVE LEADING NORTH, 109 FT. EAST OF A GUY POLE FOR A
 FD0114'TELEPHONE POLE, 123 FT. WEST OF A CURVE SIGN, 26 FT. NORTH OF
 FD0114'THE CENTER OF STATE HIGHWAY 64, 2 FT. NORTH OF A FENCE, 2 FT.
 FD0114'WEST OF A WITNESS SIGN, AND DIRECTLY UNDER A TRANSMISSION HIGH
 FD0114'LINE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FD0114'INCHES AND ABOUT 4 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0283 ***********************************************************************
 GD0283  DESIGNATION -  N 23
 GD0283  PID         -  GD0283
 GD0283  STATE/COUNTY-  TN/WEAKLEY
 GD0283  USGS QUAD   -  MC KENZIE (1985)
 GD0283
 GD0283                         *CURRENT SURVEY CONTROL
 GD0283  ___________________________________________________________________
 GD0283* NAD 83(1986)-  36 09 48.     (N)    088 33 26.     (W)     SCALED    
 GD0283* NAVD 88     -       130.172  (meters)     427.07   (feet)  ADJUSTED  
 GD0283  ___________________________________________________________________
 GD0283  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0283  DYNAMIC HT  -         130.063 (meters)     426.71  (feet)  COMP
 GD0283  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GD0283
 GD0283  VERT ORDER  -  SECOND    CLASS 0
 GD0283
 GD0283.The horizontal coordinates were scaled from a topographic map and have
 GD0283.an estimated accuracy of +/- 6 seconds.
 GD0283
 GD0283.The orthometric height was determined by differential leveling
 GD0283.and adjusted by the National Geodetic Survey in June 1991..
 GD0283
 GD0283.The geoid height was determined by GEOID03.
 GD0283
 GD0283.The dynamic height is computed by dividing the NAVD 88
 GD0283.geopotential number by the normal gravity value computed on the
 GD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0283.degrees latitude (g = 980.6199 gals.).
 GD0283
 GD0283.The modeled gravity was interpolated from observed gravity values.
 GD0283
 GD0283;                    North         East    Units  Estimated Accuracy
 GD0283;SPC TN       -   206,040.      369,940.      MT  (+/- 180 meters Scaled)
 GD0283
 GD0283                          SUPERSEDED SURVEY CONTROL
 GD0283
 GD0283  NGVD 29 (??/??/??)  130.222  (m)          427.24   (f) ADJUSTED    2 0
 GD0283
 GD0283.Superseded values are not recommended for survey control.
 GD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0283.See file dsdata.txt to determine how the superseded data were derived.
 GD0283
 GD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF599031(NAD 83)
 GD0283_MARKER: DB = BENCH MARK DISK
 GD0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0283_STAMPING: N 23 1934 427.352
 GD0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0283+STABILITY: SURFACE MOTION
 GD0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0283+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0283
 GD0283  HISTORY     - Date     Condition        Report By
 GD0283  HISTORY     - 1934     MONUMENTED       CGS
 GD0283  HISTORY     - 1967     GOOD             CGS
 GD0283  HISTORY     - 20020826 GOOD             USACE
 GD0283
 GD0283                          STATION DESCRIPTION
 GD0283
 GD0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0283'3.1 MI NW FROM MC KENZIE.
 GD0283'IT IS ABOUT 3.1 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0283'RAILROAD FROM THE STATION IN MC KENZIE, 28 POLES NORTHWEST OF
 GD0283'MILEPOST 119, 25.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GD0283'RAILROAD TRACK, 19 FEET SOUTHWEST OF A TELEGRAPH POLE, 16 FEET
 GD0283'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.8 FEET
 GD0283'SOUTHWEST OF A FENCE CORNER POST, AND 0.6 OF A FOOT NORTHWEST
 GD0283'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 GD0283'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD0283'AND IS ABOUT LEVEL WITH THE TRACK.  NOTE-- THIS MARK WAS RECOVERED
 GD0283'AND SHOWS EVIDENCE OF BEING SLIGHTLY TILTED AND HAS BEEN STRUCK
 GD0283'BY SOME TYPE OF HEAVY EQUIPMENT, HOWEVER, THE MARK IS NOW
 GD0283'COMPLETELY FIRM IN THE GROUND.
 GD0283
 GD0283                          STATION RECOVERY (2002)
 GD0283
 GD0283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0283'GRAVEL ROAD AT CROSSING IS UNION GROVE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1754 ***********************************************************************
 GB1754  DESIGNATION -  N 230
 GB1754  PID         -  GB1754
 GB1754  STATE/COUNTY-  TN/SMITH
 GB1754  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1754
 GB1754                         *CURRENT SURVEY CONTROL
 GB1754  ___________________________________________________________________
 GB1754* NAD 83(1986)-  36 07 49.     (N)    085 48 54.     (W)     SCALED    
 GB1754* NAVD 88     -       165.562  (meters)     543.18   (feet)  ADJUSTED  
 GB1754  ___________________________________________________________________
 GB1754  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB1754  DYNAMIC HT  -         165.418 (meters)     542.71  (feet)  COMP
 GB1754  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GB1754
 GB1754  VERT ORDER  -  SECOND    CLASS 0
 GB1754
 GB1754.The horizontal coordinates were scaled from a topographic map and have
 GB1754.an estimated accuracy of +/- 6 seconds.
 GB1754
 GB1754.The orthometric height was determined by differential leveling
 GB1754.and adjusted by the National Geodetic Survey in June 1991..
 GB1754
 GB1754.The geoid height was determined by GEOID03.
 GB1754
 GB1754.The dynamic height is computed by dividing the NAVD 88
 GB1754.geopotential number by the normal gravity value computed on the
 GB1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1754.degrees latitude (g = 980.6199 gals.).
 GB1754
 GB1754.The modeled gravity was interpolated from observed gravity values.
 GB1754
 GB1754;                    North         East    Units  Estimated Accuracy
 GB1754;SPC TN       -   199,390.      616,650.      MT  (+/- 180 meters Scaled)
 GB1754
 GB1754                          SUPERSEDED SURVEY CONTROL
 GB1754
 GB1754  NGVD 29 (??/??/92)  165.630  (m)          543.40   (f) ADJ UNCH    2 0
 GB1754
 GB1754.Superseded values are not recommended for survey control.
 GB1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1754.See file dsdata.txt to determine how the superseded data were derived.
 GB1754
 GB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE066990(NAD 83)
 GB1754_MARKER: DB = BENCH MARK DISK
 GB1754_SETTING: 66 = SET IN ROCK OUTCROP
 GB1754_SP_SET: ROCK OUTCROP
 GB1754_STAMPING: N 230 1960
 GB1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1754+STABILITY: POSITION/ELEVATION WELL
 GB1754
 GB1754  HISTORY     - Date     Condition        Report By
 GB1754  HISTORY     - 1960     MONUMENTED       CGS
 GB1754
 GB1754                          STATION DESCRIPTION
 GB1754
 GB1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1754'1.7 MI W FROM BUFFALO VALLEY.
 GB1754'FROM THE POST OFFICE IN BUFFALO VALLEY, TO 1.7 MILES WEST ON THE
 GB1754'TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 13 FT. SOUTHEAST
 GB1754'OF TELEGRAPH POLE NO 68, 6.6 FT. WEST OF THE WEST RAIL.  THE DISK
 GB1754'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 3 FT.
 GB1754'ON THE EAST SIDE AND ABOUT 2 FT. ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1723 ***********************************************************************
 GB1723  DESIGNATION -  N 231
 GB1723  PID         -  GB1723
 GB1723  STATE/COUNTY-  TN/CUMBERLAND
 GB1723  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1723
 GB1723                         *CURRENT SURVEY CONTROL
 GB1723  ___________________________________________________________________
 GB1723* NAD 83(1986)-  36 03 03.     (N)    085 09 48.     (W)     SCALED    
 GB1723* NAVD 88     -       610.383  (meters)    2002.56   (feet)  ADJUSTED  
 GB1723  ___________________________________________________________________
 GB1723  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GB1723  DYNAMIC HT  -         609.817 (meters)    2000.71  (feet)  COMP
 GB1723  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 GB1723
 GB1723  VERT ORDER  -  SECOND    CLASS 0
 GB1723
 GB1723.The horizontal coordinates were scaled from a topographic map and have
 GB1723.an estimated accuracy of +/- 6 seconds.
 GB1723
 GB1723.The orthometric height was determined by differential leveling
 GB1723.and adjusted by the National Geodetic Survey in June 1991..
 GB1723
 GB1723.The geoid height was determined by GEOID03.
 GB1723
 GB1723.The dynamic height is computed by dividing the NAVD 88
 GB1723.geopotential number by the normal gravity value computed on the
 GB1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1723.degrees latitude (g = 980.6199 gals.).
 GB1723
 GB1723.The modeled gravity was interpolated from observed gravity values.
 GB1723
 GB1723;                    North         East    Units  Estimated Accuracy
 GB1723;SPC TN       -   190,880.      675,380.      MT  (+/- 180 meters Scaled)
 GB1723
 GB1723                          SUPERSEDED SURVEY CONTROL
 GB1723
 GB1723  NGVD 29 (??/??/92)  610.415  (m)         2002.67   (f) ADJ UNCH    2 0
 GB1723
 GB1723.Superseded values are not recommended for survey control.
 GB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1723.See file dsdata.txt to determine how the superseded data were derived.
 GB1723
 GB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE654911(NAD 83)
 GB1723_MARKER: DB = BENCH MARK DISK
 GB1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1723_STAMPING: N 231 1960
 GB1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1723+STABILITY: SURFACE MOTION
 GB1723
 GB1723  HISTORY     - Date     Condition        Report By
 GB1723  HISTORY     - 1960     MONUMENTED       CGS
 GB1723
 GB1723                          STATION DESCRIPTION
 GB1723
 GB1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1723'2.2 MI E FROM MAYLAND.
 GB1723'FROM THE POST OFFICE IN MAYLAND, GO 1.35 MILES EAST ON U.S.
 GB1723'HIGHWAY 70N, THEN 0.8 MILE NORTH AND EAST ON A GRAVELED ROAD TO A
 GB1723'Y JUNCTION.  THE BENCH MARK IS 29 FT. SOUTH OF THE CENTER OF THE
 GB1723'Y JUNCTION, 17 FT. SOUTHWEST OF A FENCE CORNER, 1 FT. NORTHEAST OF
 GB1723'A FENCE, AND 2.1 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS
 GB1723'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 1
 GB1723'FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0823 ***********************************************************************
 FC0823  DESIGNATION -  N 232
 FC0823  PID         -  FC0823
 FC0823  STATE/COUNTY-  TN/CUMBERLAND
 FC0823  USGS QUAD   -  OZONE (1989)
 FC0823
 FC0823                         *CURRENT SURVEY CONTROL
 FC0823  ___________________________________________________________________
 FC0823* NAD 83(1986)-  35 53 42.     (N)    084 46 12.     (W)     SCALED    
 FC0823* NAVD 88     -       468.715  (meters)    1537.78   (feet)  ADJUSTED  
 FC0823  ___________________________________________________________________
 FC0823  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC0823  DYNAMIC HT  -         468.271 (meters)    1536.32  (feet)  COMP
 FC0823  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FC0823
 FC0823  VERT ORDER  -  SECOND    CLASS 0
 FC0823
 FC0823.The horizontal coordinates were scaled from a topographic map and have
 FC0823.an estimated accuracy of +/- 6 seconds.
 FC0823
 FC0823.The orthometric height was determined by differential leveling
 FC0823.and adjusted by the National Geodetic Survey in June 1991..
 FC0823
 FC0823.The geoid height was determined by GEOID03.
 FC0823
 FC0823.The dynamic height is computed by dividing the NAVD 88
 FC0823.geopotential number by the normal gravity value computed on the
 FC0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0823.degrees latitude (g = 980.6199 gals.).
 FC0823
 FC0823.The modeled gravity was interpolated from observed gravity values.
 FC0823
 FC0823;                    North         East    Units  Estimated Accuracy
 FC0823;SPC TN       -   173,960.      711,040.      MT  (+/- 180 meters Scaled)
 FC0823
 FC0823                          SUPERSEDED SURVEY CONTROL
 FC0823
 FC0823  NGVD 29 (??/??/92)  468.802  (m)         1538.06   (f) ADJ UNCH    2 0
 FC0823
 FC0823.Superseded values are not recommended for survey control.
 FC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0823.See file dsdata.txt to determine how the superseded data were derived.
 FC0823
 FC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE012746(NAD 83)
 FC0823_MARKER: DB = BENCH MARK DISK
 FC0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0823_STAMPING: N 232 1960
 FC0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0823+STABILITY: SURFACE MOTION
 FC0823
 FC0823  HISTORY     - Date     Condition        Report By
 FC0823  HISTORY     - 1960     MONUMENTED       CGS
 FC0823  HISTORY     - 1967     GOOD             NGS
 FC0823
 FC0823                          STATION DESCRIPTION
 FC0823
 FC0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0823'AT DAYSVILLE.
 FC0823'THIS BENCH MARK IS LOCATED AT THE ONLY RAILROAD CROSSING IN
 FC0823'DAYSVILLE, 48 FT. NORTHWEST OF THE CENTER OF THE CROSSING, 31
 FC0823'FT. WEST OF THE WEST RAIL OF THE MAIN TRACK, 26 FT. NORTH OF THE
 FC0823'CENTER OF A GRAVELED ROAD 4 FT. NORTH OF A POWER LINE POLE, AND
 FC0823'2 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FC0823'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 FC0823'GRAVELED ROAD.
 FC0823
 FC0823                          STATION RECOVERY (1967)
 FC0823
 FC0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0198 ***********************************************************************
 FC0198  DESIGNATION -  N 233
 FC0198  PID         -  FC0198
 FC0198  STATE/COUNTY-  TN/ROANE
 FC0198  USGS QUAD   -  LENOIR CITY (1986)
 FC0198
 FC0198                         *CURRENT SURVEY CONTROL
 FC0198  ___________________________________________________________________
 FC0198* NAD 83(1986)-  35 52 22.     (N)    084 22 29.     (W)     SCALED    
 FC0198* NAVD 88     -       231.587  (meters)     759.80   (feet)  ADJUSTED  
 FC0198  ___________________________________________________________________
 FC0198  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0198  DYNAMIC HT  -         231.367 (meters)     759.08  (feet)  COMP
 FC0198  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 FC0198
 FC0198  VERT ORDER  -  SECOND    CLASS 0
 FC0198
 FC0198.The horizontal coordinates were scaled from a topographic map and have
 FC0198.an estimated accuracy of +/- 6 seconds.
 FC0198
 FC0198.The orthometric height was determined by differential leveling
 FC0198.and adjusted by the National Geodetic Survey in June 1991..
 FC0198
 FC0198.The geoid height was determined by GEOID03.
 FC0198
 FC0198.The dynamic height is computed by dividing the NAVD 88
 FC0198.geopotential number by the normal gravity value computed on the
 FC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0198.degrees latitude (g = 980.6199 gals.).
 FC0198
 FC0198.The modeled gravity was interpolated from observed gravity values.
 FC0198
 FC0198;                    North         East    Units  Estimated Accuracy
 FC0198;SPC TN       -   172,020.      746,760.      MT  (+/- 180 meters Scaled)
 FC0198
 FC0198                          SUPERSEDED SURVEY CONTROL
 FC0198
 FC0198  NGVD 29 (??/??/92)  231.696  (m)          760.16   (f) ADJ UNCH    2 0
 FC0198
 FC0198.Superseded values are not recommended for survey control.
 FC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0198.See file dsdata.txt to determine how the superseded data were derived.
 FC0198
 FC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE370730(NAD 83)
 FC0198_MARKER: DB = BENCH MARK DISK
 FC0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0198_SP_SET: CULVERT
 FC0198_STAMPING: N 233 1960
 FC0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0198
 FC0198  HISTORY     - Date     Condition        Report By
 FC0198  HISTORY     - 1960     MONUMENTED       CGS
 FC0198
 FC0198                          STATION DESCRIPTION
 FC0198
 FC0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0198'8.9 MI SE FROM KINGSTON.
 FC0198'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0198'ST. FOR 0.8 MILE, THEN 8.1 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0198'40 TO THE FIRST CULVERT EAST OF AN OVERPASS.  THE BENCH MARK
 FC0198'IS 18 FT. NORTH OF THE CENTER OF A ROAD WHICH LEADS ONTO THE
 FC0198'OVERPASS.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 FC0198'NORTH CONCRETE HEADWALL OF A CULVERT UNDER INTERSTATE HIGHWAY
 FC0198'40, AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS 0.9
 FC0198'MILE SOUTHWEST OF TOWER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0238 ***********************************************************************
 FC0238  DESIGNATION -  N 234
 FC0238  PID         -  FC0238
 FC0238  STATE/COUNTY-  TN/KNOX
 FC0238  USGS QUAD   -  BEARDEN (1990)
 FC0238
 FC0238                         *CURRENT SURVEY CONTROL
 FC0238  ___________________________________________________________________
 FC0238* NAD 83(1986)-  35 55 27.     (N)    084 03 43.     (W)     SCALED    
 FC0238* NAVD 88     -       295.433  (meters)     969.27   (feet)  ADJUSTED  
 FC0238  ___________________________________________________________________
 FC0238  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0238  DYNAMIC HT  -         295.158 (meters)     968.36  (feet)  COMP
 FC0238  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0238
 FC0238  VERT ORDER  -  SECOND    CLASS 0
 FC0238
 FC0238.The horizontal coordinates were scaled from a topographic map and have
 FC0238.an estimated accuracy of +/- 6 seconds.
 FC0238
 FC0238.The orthometric height was determined by differential leveling
 FC0238.and adjusted by the National Geodetic Survey in June 1991..
 FC0238
 FC0238.The geoid height was determined by GEOID03.
 FC0238
 FC0238.The dynamic height is computed by dividing the NAVD 88
 FC0238.geopotential number by the normal gravity value computed on the
 FC0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0238.degrees latitude (g = 980.6199 gals.).
 FC0238
 FC0238.The modeled gravity was interpolated from observed gravity values.
 FC0238
 FC0238;                    North         East    Units  Estimated Accuracy
 FC0238;SPC TN       -   178,230.      774,890.      MT  (+/- 180 meters Scaled)
 FC0238
 FC0238                          SUPERSEDED SURVEY CONTROL
 FC0238
 FC0238  NGVD 29 (??/??/92)  295.560  (m)          969.68   (f) ADJ UNCH    2 0
 FC0238
 FC0238.Superseded values are not recommended for survey control.
 FC0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0238.See file dsdata.txt to determine how the superseded data were derived.
 FC0238
 FC0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE650795(NAD 83)
 FC0238_MARKER: DB = BENCH MARK DISK
 FC0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0238_SP_SET: CULVERT
 FC0238_STAMPING: N 234 1960
 FC0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0238
 FC0238  HISTORY     - Date     Condition        Report By
 FC0238  HISTORY     - 1960     MONUMENTED       CGS
 FC0238  HISTORY     - 1982     GOOD             LOCENG
 FC0238
 FC0238                          STATION DESCRIPTION
 FC0238
 FC0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0238'5.2 MI W FROM BEARDEN.
 FC0238'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON PIKE,
 FC0238'THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 3.35 MILES WEST ON
 FC0238'INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 0.2 MILE EAST OF
 FC0238'AN OVERPASS OVER INTERSTATE 40 AND 45 FT. SOUTH OF THE CENTER OF
 FC0238'THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL
 FC0238'HOLE IN TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 FC0238'CONCRETE CULVERT UNDER INTERSTATE 40 AND IS ABOUT 2 FT. BELOW
 FC0238'THE LEVEL OF THE HIGHWAY.
 FC0238
 FC0238                          STATION RECOVERY (1982)
 FC0238
 FC0238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0238'THIS MARK IS APPROXIMATELY 1/10TH MILE WEST ALONG I-40 FORM CITY
 FC0238'BLOCK 46102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0686 ***********************************************************************
 GB0686  DESIGNATION -  N 235
 GB0686  PID         -  GB0686
 GB0686  STATE/COUNTY-  TN/KNOX
 GB0686  USGS QUAD   -  POWELL (1976)
 GB0686
 GB0686                         *CURRENT SURVEY CONTROL
 GB0686  ___________________________________________________________________
 GB0686* NAD 83(1986)-  36 06 20.     (N)    084 01 32.     (W)     SCALED    
 GB0686* NAVD 88     -       289.096  (meters)     948.48   (feet)  ADJUSTED  
 GB0686  ___________________________________________________________________
 GB0686  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GB0686  DYNAMIC HT  -         288.829 (meters)     947.60  (feet)  COMP
 GB0686  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 GB0686
 GB0686  VERT ORDER  -  SECOND    CLASS 0
 GB0686
 GB0686.The horizontal coordinates were scaled from a topographic map and have
 GB0686.an estimated accuracy of +/- 6 seconds.
 GB0686
 GB0686.The orthometric height was determined by differential leveling
 GB0686.and adjusted by the National Geodetic Survey in June 1991..
 GB0686
 GB0686.The geoid height was determined by GEOID03.
 GB0686
 GB0686.The dynamic height is computed by dividing the NAVD 88
 GB0686.geopotential number by the normal gravity value computed on the
 GB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0686.degrees latitude (g = 980.6199 gals.).
 GB0686
 GB0686.The modeled gravity was interpolated from observed gravity values.
 GB0686
 GB0686;                    North         East    Units  Estimated Accuracy
 GB0686;SPC TN       -   198,420.      777,770.      MT  (+/- 180 meters Scaled)
 GB0686
 GB0686                          SUPERSEDED SURVEY CONTROL
 GB0686
 GB0686  NGVD 29 (??/??/92)  289.206  (m)          948.84   (f) ADJ UNCH    2 0
 GB0686
 GB0686.Superseded values are not recommended for survey control.
 GB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0686.See file dsdata.txt to determine how the superseded data were derived.
 GB0686
 GB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677997(NAD 83)
 GB0686_MARKER: DB = BENCH MARK DISK
 GB0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0686_STAMPING: N 235 1961
 GB0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0686+STABILITY: SURFACE MOTION
 GB0686
 GB0686  HISTORY     - Date     Condition        Report By
 GB0686  HISTORY     - 1961     MONUMENTED       CGS
 GB0686  HISTORY     - 1973     GOOD             TVA
 GB0686
 GB0686                          STATION DESCRIPTION
 GB0686
 GB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0686'9.8 MI S FROM NORRIS.
 GB0686'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0686'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0686'THEN 4.3 MILES SOUTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THEN
 GB0686'GO 0.5 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 1.2 MILES SOUTHEAST
 GB0686'ON A GRAVELED ROAD TO A CROSSROADS, CONTINUE SOUTHEAST FOR 0.55
 GB0686'MILE, THEN GO 0.3 MILE SOUTHWEST ON RACCOON VALLEY DRIVE.  THE
 GB0686'BENCH MARK IS ABOUT 300 YARDS SOUTHWEST OF INTERSTATE HIGHWAY 75,
 GB0686'ABOUT 150 FT. NORTHEAST OF A HOUSE ON THE SOUTHWEST SIDE OF THE
 GB0686'ROAD, 40 FT. SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 16 FT.
 GB0686'NORTHEAST OF THE CENTER OF RACCOON VALLEY DRIVE, 13 FT. SOUTHWEST
 GB0686'OF AN OAK TREE THAT FORKS THREE WAYS AT THE BOTTOM, 3 FT. NORTHEAST
 GB0686'OF A WITNESS SIGN, AND SET IN A FENCE LINE.  THE DISK IS SET IN
 GB0686'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH
 GB0686'THE ROAD.
 GB0686
 GB0686                          STATION RECOVERY (1973)
 GB0686
 GB0686'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0560 ***********************************************************************
 GB0560  DESIGNATION -  N 236
 GB0560  PID         -  GB0560
 GB0560  STATE/COUNTY-  TN/CAMPBELL
 GB0560  USGS QUAD   -  PIONEER (1979)
 GB0560
 GB0560                         *CURRENT SURVEY CONTROL
 GB0560  ___________________________________________________________________
 GB0560* NAD 83(1986)-  36 23 03.     (N)    084 15 13.     (W)     SCALED    
 GB0560* NAVD 88     -       526.486  (meters)    1727.31   (feet)  ADJUSTED  
 GB0560  ___________________________________________________________________
 GB0560  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB0560  DYNAMIC HT  -         526.020 (meters)    1725.78  (feet)  COMP
 GB0560  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 GB0560
 GB0560  VERT ORDER  -  SECOND    CLASS 0
 GB0560
 GB0560.The horizontal coordinates were scaled from a topographic map and have
 GB0560.an estimated accuracy of +/- 6 seconds.
 GB0560
 GB0560.The orthometric height was determined by differential leveling
 GB0560.and adjusted by the National Geodetic Survey in June 1991..
 GB0560
 GB0560.The geoid height was determined by GEOID03.
 GB0560
 GB0560.The dynamic height is computed by dividing the NAVD 88
 GB0560.geopotential number by the normal gravity value computed on the
 GB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0560.degrees latitude (g = 980.6199 gals.).
 GB0560
 GB0560.The modeled gravity was interpolated from observed gravity values.
 GB0560
 GB0560;                    North         East    Units  Estimated Accuracy
 GB0560;SPC TN       -   228,940.      756,680.      MT  (+/- 180 meters Scaled)
 GB0560
 GB0560                          SUPERSEDED SURVEY CONTROL
 GB0560
 GB0560  NGVD 29 (??/??/92)  526.596  (m)         1727.67   (f) ADJ UNCH    2 0
 GB0560
 GB0560.Superseded values are not recommended for survey control.
 GB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0560.See file dsdata.txt to determine how the superseded data were derived.
 GB0560
 GB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF463300(NAD 83)
 GB0560_MARKER: DB = BENCH MARK DISK
 GB0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0560_SP_SET: BRIDGE
 GB0560_STAMPING: N 236 1961
 GB0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0560
 GB0560  HISTORY     - Date     Condition        Report By
 GB0560  HISTORY     - 1961     MONUMENTED       CGS
 GB0560  HISTORY     - 1968     GOOD             NGS
 GB0560
 GB0560                          STATION DESCRIPTION
 GB0560
 GB0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0560'4.9 MI SE FROM PIONEER.
 GB0560'THIS MARK IS ABOUT 6.35 MILES NORTH ALONG INTERSTATE ROUTE 75
 GB0560'FROM THE U.S. HIGHWAY 25W INTERCHANGE AT CARYVILLE TO THE ROYAL
 GB0560'BLUE ROAD INTERCHANGE, THENCE 0.1 OF A MILE NORTHERLY ON ROYAL
 GB0560'BLUE ROAD TO A FORK, THENCE RIGHT CONTINUING NORTHERLY ON ROYAL
 GB0560'BLUE ROAD 0.5 TO WHERE THE ROAD CURVES WEST AT A SMALL CONCRETE
 GB0560'BRIDGE AND THE MARK IN THE SOUTH CONCRETE HEADWALL OF THIS
 GB0560'BRIDGE.  IT IS NEAR THE WEST END OF THE SOUTH HEADWALL OF THE
 GB0560'BRIDGE APPROXIMATELY 300 FEET WEST OF THE MEDIAN OF INTERSTATE
 GB0560'ROUTE 75 NEAR STATION 792 + 50, 10 FEET SOUTH OF THE APPROXIMATE
 GB0560'CENTER OF ROYAL BLUE ROAD, 1.8 FEET EAST OF A METAL WITNESS
 GB0560'POST AND SIGN, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
 GB0560'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 GB0560'THE HEADWALL AND THE DISK IS STAMPED N 236 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2026 ***********************************************************************
 GA2026  DESIGNATION -  N 237
 GA2026  PID         -  GA2026
 GA2026  STATE/COUNTY-  TN/JEFFERSON
 GA2026  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2026
 GA2026                         *CURRENT SURVEY CONTROL
 GA2026  ___________________________________________________________________
 GA2026* NAD 83(1986)-  36 01 22.     (N)    083 28 24.     (W)     SCALED    
 GA2026* NAVD 88     -       371.481  (meters)    1218.77   (feet)  ADJUSTED  
 GA2026  ___________________________________________________________________
 GA2026  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2026  DYNAMIC HT  -         371.135 (meters)    1217.63  (feet)  COMP
 GA2026  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 GA2026
 GA2026  VERT ORDER  -  SECOND    CLASS 0
 GA2026
 GA2026.The horizontal coordinates were scaled from a topographic map and have
 GA2026.an estimated accuracy of +/- 6 seconds.
 GA2026
 GA2026.The orthometric height was determined by differential leveling
 GA2026.and adjusted by the National Geodetic Survey in June 1991..
 GA2026
 GA2026.The geoid height was determined by GEOID03.
 GA2026
 GA2026.The dynamic height is computed by dividing the NAVD 88
 GA2026.geopotential number by the normal gravity value computed on the
 GA2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2026.degrees latitude (g = 980.6199 gals.).
 GA2026
 GA2026.The modeled gravity was interpolated from observed gravity values.
 GA2026
 GA2026;                    North         East    Units  Estimated Accuracy
 GA2026;SPC TN       -   190,380.      827,710.      MT  (+/- 180 meters Scaled)
 GA2026
 GA2026                          SUPERSEDED SURVEY CONTROL
 GA2026
 GA2026  NGVD 29 (??/??/92)  371.646  (m)         1219.31   (f) ADJ UNCH    2 0
 GA2026
 GA2026.Superseded values are not recommended for survey control.
 GA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2026.See file dsdata.txt to determine how the superseded data were derived.
 GA2026
 GA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV771893(NAD 83)
 GA2026_MARKER: DB = BENCH MARK DISK
 GA2026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2026_SP_SET: CULVERT
 GA2026_STAMPING: N 237 1961
 GA2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2026
 GA2026  HISTORY     - Date     Condition        Report By
 GA2026  HISTORY     - 1961     MONUMENTED       CGS
 GA2026
 GA2026                          STATION DESCRIPTION
 GA2026
 GA2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2026'4.3 MI W FROM DANDRIDGE.
 GA2026'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2026'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN 2.2
 GA2026'MILES WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 300
 GA2026'FT. SOUTH OF INTERSTATE HIGHWAY 40, 23 FT. NORTH OF THE CENTER OF
 GA2026'U.S. HIGHWAY 70 AND 25W.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA2026'IN TOP OF THE MIDDLE OF THE NORTH CONCRETE HEADWALL OF A CONCRETE
 GA2026'CULVERT UNDER U.S. HIGHWAY 40 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0300 ***********************************************************************
 FC0300  DESIGNATION -  N 238
 FC0300  PID         -  FC0300
 FC0300  STATE/COUNTY-  TN/LOUDON
 FC0300  USGS QUAD   -  PHILADELPHIA (1974)
 FC0300
 FC0300                         *CURRENT SURVEY CONTROL
 FC0300  ___________________________________________________________________
 FC0300* NAD 83(1986)-  35 39 31.     (N)    084 27 37.     (W)     SCALED    
 FC0300* NAVD 88     -       284.703  (meters)     934.06   (feet)  ADJUSTED  
 FC0300  ___________________________________________________________________
 FC0300  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC0300  DYNAMIC HT  -         284.430 (meters)     933.17  (feet)  COMP
 FC0300  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 FC0300
 FC0300  VERT ORDER  -  SECOND    CLASS 0
 FC0300
 FC0300.The horizontal coordinates were scaled from a topographic map and have
 FC0300.an estimated accuracy of +/- 6 seconds.
 FC0300
 FC0300.The orthometric height was determined by differential leveling
 FC0300.and adjusted by the National Geodetic Survey in June 1991..
 FC0300
 FC0300.The geoid height was determined by GEOID03.
 FC0300
 FC0300.The dynamic height is computed by dividing the NAVD 88
 FC0300.geopotential number by the normal gravity value computed on the
 FC0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0300.degrees latitude (g = 980.6199 gals.).
 FC0300
 FC0300.The modeled gravity was interpolated from observed gravity values.
 FC0300
 FC0300;                    North         East    Units  Estimated Accuracy
 FC0300;SPC TN       -   148,140.      739,410.      MT  (+/- 180 meters Scaled)
 FC0300
 FC0300                          SUPERSEDED SURVEY CONTROL
 FC0300
 FC0300  NGVD 29 (??/??/92)  284.785  (m)          934.33   (f) ADJ UNCH    2 0
 FC0300
 FC0300.Superseded values are not recommended for survey control.
 FC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0300.See file dsdata.txt to determine how the superseded data were derived.
 FC0300
 FC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE299490(NAD 83)
 FC0300_MARKER: DB = BENCH MARK DISK
 FC0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0300_SP_SET: CULVERT
 FC0300_STAMPING: N 238 1961
 FC0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0300
 FC0300  HISTORY     - Date     Condition        Report By
 FC0300  HISTORY     - 1961     MONUMENTED       CGS
 FC0300
 FC0300                          STATION DESCRIPTION
 FC0300
 FC0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0300'4.2 MI SW FROM PHILADELPHIA.
 FC0300'FROM THE POST OFFICE IN  PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0300'0.25 MILE SOUTH TO A SIDE ROAD RIGHT JUST BEFORE CROSSING A
 FC0300'RAILROAD, TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE
 FC0300'LEFT FORK AND GO 1.95 MILES TO A T JUNCTION, THEN GO 0.9 MILE
 FC0300'SOUTHWEST ON A GRAVELED ROAD TO A CONCRETE CULVERT UNDER THE
 FC0300'GRAVELED ROAD.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE
 FC0300'IN TOP OF THE MIDDLE OF THE NORTH CONCRETE HEADWALL OF THE
 FC0300'CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.  THIS
 FC0300'BENCH MARK IS ABOUT 400 FT. EAST OF PROPOSED INTERSTATE HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2192 ***********************************************************************
 FB2192  DESIGNATION -  N 239
 FB2192  PID         -  FB2192
 FB2192  STATE/COUNTY-  TN/JEFFERSON
 FB2192  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2192
 FB2192                         *CURRENT SURVEY CONTROL
 FB2192  ___________________________________________________________________
 FB2192* NAD 83(1986)-  35 59 56.     (N)    083 17 17.     (W)     SCALED    
 FB2192* NAVD 88     -       324.068  (meters)    1063.21   (feet)  ADJUSTED  
 FB2192  ___________________________________________________________________
 FB2192  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB2192  DYNAMIC HT  -         323.764 (meters)    1062.22  (feet)  COMP
 FB2192  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FB2192
 FB2192  VERT ORDER  -  SECOND    CLASS 0
 FB2192
 FB2192.The horizontal coordinates were scaled from a topographic map and have
 FB2192.an estimated accuracy of +/- 6 seconds.
 FB2192
 FB2192.The orthometric height was determined by differential leveling
 FB2192.and adjusted by the National Geodetic Survey in June 1991..
 FB2192
 FB2192.The geoid height was determined by GEOID03.
 FB2192
 FB2192.The dynamic height is computed by dividing the NAVD 88
 FB2192.geopotential number by the normal gravity value computed on the
 FB2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2192.degrees latitude (g = 980.6199 gals.).
 FB2192
 FB2192.The modeled gravity was interpolated from observed gravity values.
 FB2192
 FB2192;                    North         East    Units  Estimated Accuracy
 FB2192;SPC TN       -   188,180.      844,480.      MT  (+/- 180 meters Scaled)
 FB2192
 FB2192                          SUPERSEDED SURVEY CONTROL
 FB2192
 FB2192  NGVD 29 (??/??/92)  324.229  (m)         1063.74   (f) ADJ UNCH    2 0
 FB2192
 FB2192.Superseded values are not recommended for survey control.
 FB2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2192.See file dsdata.txt to determine how the superseded data were derived.
 FB2192
 FB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV937862(NAD 83)
 FB2192_MARKER: DB = BENCH MARK DISK
 FB2192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2192_SP_SET: CULVERT
 FB2192_STAMPING: N 239 1961
 FB2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2192
 FB2192  HISTORY     - Date     Condition        Report By
 FB2192  HISTORY     - 1961     MONUMENTED       CGS
 FB2192
 FB2192                          STATION DESCRIPTION
 FB2192
 FB2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2192'7.2 MI NW FROM NEWPORT.
 FB2192'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 FB2192'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 2.7 MILES
 FB2192'NORTHWEST ON INTERSTATE 40 TO THREE 4 BY 4 CONCRETE CULVERT DRAINS
 FB2192'LOCATED BETWEEN THE TWO TRAFFIC LANES.  THE BENCH MARK DISK IS
 FB2192'CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST CORNER OF THE
 FB2192'MOST SOUTHERLY ONE OF THE THREE CULVERT DRAINS AND IS ABOUT 2 FT.
 FB2192'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1029 ***********************************************************************
 GA1029  DESIGNATION -  N 240
 GA1029  PID         -  GA1029
 GA1029  STATE/COUNTY-  TN/GREENE
 GA1029  USGS QUAD   -  MOHAWK (1980)
 GA1029
 GA1029                         *CURRENT SURVEY CONTROL
 GA1029  ___________________________________________________________________
 GA1029* NAD 83(1986)-  36 14 13.     (N)    083 00 10.     (W)     SCALED    
 GA1029* NAVD 88     -       365.004  (meters)    1197.52   (feet)  ADJUSTED  
 GA1029  ___________________________________________________________________
 GA1029  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1029  DYNAMIC HT  -         364.667 (meters)    1196.41  (feet)  COMP
 GA1029  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA1029
 GA1029  VERT ORDER  -  SECOND    CLASS 0
 GA1029
 GA1029.The horizontal coordinates were scaled from a topographic map and have
 GA1029.an estimated accuracy of +/- 6 seconds.
 GA1029
 GA1029.The orthometric height was determined by differential leveling
 GA1029.and adjusted by the National Geodetic Survey in June 1991..
 GA1029
 GA1029.The geoid height was determined by GEOID03.
 GA1029
 GA1029.The dynamic height is computed by dividing the NAVD 88
 GA1029.geopotential number by the normal gravity value computed on the
 GA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1029.degrees latitude (g = 980.6199 gals.).
 GA1029
 GA1029.The modeled gravity was interpolated from observed gravity values.
 GA1029
 GA1029;                    North         East    Units  Estimated Accuracy
 GA1029;SPC TN       -   215,330.      869,380.      MT  (+/- 180 meters Scaled)
 GA1029
 GA1029                          SUPERSEDED SURVEY CONTROL
 GA1029
 GA1029  NGVD 29 (??/??/92)  365.160  (m)         1198.03   (f) ADJ UNCH    2 0
 GA1029
 GA1029.Superseded values are not recommended for survey control.
 GA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1029.See file dsdata.txt to determine how the superseded data were derived.
 GA1029
 GA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200120(NAD 83)
 GA1029_MARKER: DB = BENCH MARK DISK
 GA1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1029_STAMPING: N 240 1961
 GA1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1029+STABILITY: SURFACE MOTION
 GA1029
 GA1029  HISTORY     - Date     Condition        Report By
 GA1029  HISTORY     - 1961     MONUMENTED       CGS
 GA1029  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1029
 GA1029                          STATION DESCRIPTION
 GA1029
 GA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1029'4.2 MI SW FROM MT CARMEL.
 GA1029'FROM THE ONLY JUNCTION OF A NORTH-SOUTH PAVED ROAD AND AN
 GA1029'EAST-WEST GRAVELED ROAD IN MT. CARMEL, GO 2.8 MILES WEST ON A
 GA1029'GRAVELED ROAD TO A T JUNCTION, TURN RIGHT AND GO SOUTHERLY FOR
 GA1029'0.4 MILE TO A Y JUNCTION, TURN RIGHT AND GO 0.65 MILE TO A FARM
 GA1029'LANE LEADING WEST THROUGH A PATCH OF WOODS, FOLLOW THE FARM LANE
 GA1029'FOR ABOUT 0.4 MILE TO A BARN AT THE SOUTH EDGE OF THE WOODS AND
 GA1029'THE BENCH MARK.  THE BENCH MARK IS 34.6 FT. SOUTHEAST OF A WHITE
 GA1029'OAK TREE AT A FENCE CORNER, 25.2 FT. SOUTHWEST OF THE NORTHWEST
 GA1029'CORNER OF THE BARN, 23 FT. NORTHWEST OF A LONE TREE, 0.7 FT.
 GA1029'NORTHEAST OF A FENCE, AND 1.5 FT. NORTHWEST OF A WITNESS SIGN.  THE
 GA1029'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 GA1029'TO REACH BENCH MARK M 240 FROM THIS POINT, GO ABOUT 0.9 MILE
 GA1029'SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF A PAVED
 GA1029'ROAD.
 GA1029
 GA1029                          STATION RECOVERY (1980)
 GA1029
 GA1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1074 ***********************************************************************
 GA1074  DESIGNATION -  N 241
 GA1074  PID         -  GA1074
 GA1074  STATE/COUNTY-  TN/GREENE
 GA1074  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1074
 GA1074                         *CURRENT SURVEY CONTROL
 GA1074  ___________________________________________________________________
 GA1074* NAD 83(1986)-  36 22 17.     (N)    082 41 06.     (W)     SCALED    
 GA1074* NAVD 88     -       452.354  (meters)    1484.10   (feet)  ADJUSTED  
 GA1074  ___________________________________________________________________
 GA1074  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1074  DYNAMIC HT  -         451.928 (meters)    1482.70  (feet)  COMP
 GA1074  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 GA1074
 GA1074  VERT ORDER  -  SECOND    CLASS 0
 GA1074
 GA1074.The horizontal coordinates were scaled from a topographic map and have
 GA1074.an estimated accuracy of +/- 6 seconds.
 GA1074
 GA1074.The orthometric height was determined by differential leveling
 GA1074.and adjusted by the National Geodetic Survey in June 1991..
 GA1074
 GA1074.The geoid height was determined by GEOID03.
 GA1074
 GA1074.The dynamic height is computed by dividing the NAVD 88
 GA1074.geopotential number by the normal gravity value computed on the
 GA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1074.degrees latitude (g = 980.6199 gals.).
 GA1074
 GA1074.The modeled gravity was interpolated from observed gravity values.
 GA1074
 GA1074;                    North         East    Units  Estimated Accuracy
 GA1074;SPC TN       -   231,160.      897,430.      MT  (+/- 180 meters Scaled)
 GA1074
 GA1074                          SUPERSEDED SURVEY CONTROL
 GA1074
 GA1074  NGVD 29 (??/??/92)  452.489  (m)         1484.54   (f) ADJ UNCH    2 0
 GA1074
 GA1074.Superseded values are not recommended for survey control.
 GA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1074.See file dsdata.txt to determine how the superseded data were derived.
 GA1074
 GA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA488264(NAD 83)
 GA1074_MARKER: DB = BENCH MARK DISK
 GA1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1074_STAMPING: N 241 1961
 GA1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1074+STABILITY: SURFACE MOTION
 GA1074
 GA1074  HISTORY     - Date     Condition        Report By
 GA1074  HISTORY     - 1961     MONUMENTED       CGS
 GA1074
 GA1074                          STATION DESCRIPTION
 GA1074
 GA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1074'1.2 MI E FROM JEAROLDSTOWN.
 GA1074'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1074'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1074'FALL BRANCH), GO 1.2 MILES EAST ON A GRAVELED ROAD TO A TWO
 GA1074'STORY HOUSE ON THE RIGHT.  THE BENCH MARK IS ABOUT 80 FT. WEST
 GA1074'OF THE WEST CORNER OF THE HOUSE, 42 FT. SOUTHEAST OF THE CENTER
 GA1074'OF THE GRAVELED ROAD, 27 FT. WEST OF THE CENTER OF PRIVATE DRIVE
 GA1074'LEADING TO THE HOUSE, 24 FT. SOUTHEAST OF POWER LINE POLE
 GA1074'LB-50-58-24, AND 2 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK
 GA1074'IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS ABOUT
 GA1074'7 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0926 ***********************************************************************
 FC0926  DESIGNATION -  N 242
 FC0926  PID         -  FC0926
 FC0926  STATE/COUNTY-  TN/MONROE
 FC0926  USGS QUAD   -  NIOTA (1990)
 FC0926
 FC0926                         *CURRENT SURVEY CONTROL
 FC0926  ___________________________________________________________________
 FC0926* NAD 83(1986)-  35 35 11.     (N)    084 31 28.     (W)     SCALED    
 FC0926* NAVD 88     -       313.997  (meters)    1030.17   (feet)  ADJUSTED  
 FC0926  ___________________________________________________________________
 FC0926  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0926  DYNAMIC HT  -         313.691 (meters)    1029.17  (feet)  COMP
 FC0926  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FC0926
 FC0926  VERT ORDER  -  SECOND    CLASS 0
 FC0926
 FC0926.The horizontal coordinates were scaled from a topographic map and have
 FC0926.an estimated accuracy of +/- 6 seconds.
 FC0926
 FC0926.The orthometric height was determined by differential leveling
 FC0926.and adjusted by the National Geodetic Survey in June 1991..
 FC0926
 FC0926.The geoid height was determined by GEOID03.
 FC0926
 FC0926.The dynamic height is computed by dividing the NAVD 88
 FC0926.geopotential number by the normal gravity value computed on the
 FC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0926.degrees latitude (g = 980.6199 gals.).
 FC0926
 FC0926.The modeled gravity was interpolated from observed gravity values.
 FC0926
 FC0926;                    North         East    Units  Estimated Accuracy
 FC0926;SPC TN       -   140,030.      733,720.      MT  (+/- 180 meters Scaled)
 FC0926
 FC0926                          SUPERSEDED SURVEY CONTROL
 FC0926
 FC0926  NGVD 29 (??/??/92)  314.074  (m)         1030.42   (f) ADJ UNCH    2 0
 FC0926
 FC0926.Superseded values are not recommended for survey control.
 FC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0926.See file dsdata.txt to determine how the superseded data were derived.
 FC0926
 FC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE242408(NAD 83)
 FC0926_MARKER: DB = BENCH MARK DISK
 FC0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0926_STAMPING: N 242 1961
 FC0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0926+STABILITY: SURFACE MOTION
 FC0926
 FC0926  HISTORY     - Date     Condition        Report By
 FC0926  HISTORY     - 1961     MONUMENTED       CGS
 FC0926
 FC0926                          STATION DESCRIPTION
 FC0926
 FC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0926'4.1 MI SW FROM SWEETWATER.
 FC0926'FROM THE POST OFFICE IN SWEETWATER, GO SOUTH ON U.S. HIGHWAY 11
 FC0926'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 68, TURN RIGHT AND
 FC0926'GO 2.95 MILES WEST ON STATE HIGHWAY 68, THEN GO 0.9 MILE SOUTHWEST
 FC0926'ON PROPOSED INTERSTATE HIGHWAY 75 TO THE INTERSECTION OF A GRAVELED
 FC0926'ROAD.  THE BENCH MARK IS ABOUT 0.2 MILE SOUTH ALONG THE GRAVELED
 FC0926'ROAD FROM PROPOSED INTERSTATE 75, ABOUT 150 FT. NORTH OF A T
 FC0926'JUNCTION, 36 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 20 FT.
 FC0926'NORTH OF THE CENTER OF A PRIVATE DRIVE LEADING TO A FARM HOUSE,
 FC0926'1.8 FT. WEST OF THE SOUTHWEST CORNER OF A SHED, AND 2.0 FT. SOUTH
 FC0926'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0926'PROJECTING 4 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FC0926'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0597 ***********************************************************************
 FC0597  DESIGNATION -  N 243
 FC0597  PID         -  FC0597
 FC0597  STATE/COUNTY-  TN/BRADLEY
 FC0597  USGS QUAD   -  CHARLESTON (1980)
 FC0597
 FC0597                         *CURRENT SURVEY CONTROL
 FC0597  ___________________________________________________________________
 FC0597* NAD 83(1986)-  35 15 45.     (N)    084 49 38.     (W)     SCALED    
 FC0597* NAVD 88     -       239.418  (meters)     785.49   (feet)  ADJUSTED  
 FC0597  ___________________________________________________________________
 FC0597  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0597  DYNAMIC HT  -         239.184 (meters)     784.72  (feet)  COMP
 FC0597  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 FC0597
 FC0597  VERT ORDER  -  SECOND    CLASS 0
 FC0597
 FC0597.The horizontal coordinates were scaled from a topographic map and have
 FC0597.an estimated accuracy of +/- 6 seconds.
 FC0597
 FC0597.The orthometric height was determined by differential leveling
 FC0597.and adjusted by the National Geodetic Survey in June 1991..
 FC0597
 FC0597.The geoid height was determined by GEOID03.
 FC0597
 FC0597.The dynamic height is computed by dividing the NAVD 88
 FC0597.geopotential number by the normal gravity value computed on the
 FC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0597.degrees latitude (g = 980.6199 gals.).
 FC0597
 FC0597.The modeled gravity was interpolated from observed gravity values.
 FC0597
 FC0597;                    North         East    Units  Estimated Accuracy
 FC0597;SPC TN       -   103,730.      706,720.      MT  (+/- 180 meters Scaled)
 FC0597
 FC0597                          SUPERSEDED SURVEY CONTROL
 FC0597
 FC0597  NGVD 29 (??/??/92)  239.459  (m)          785.63   (f) ADJ UNCH    2 0
 FC0597
 FC0597.Superseded values are not recommended for survey control.
 FC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0597.See file dsdata.txt to determine how the superseded data were derived.
 FC0597
 FC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE976043(NAD 83)
 FC0597_MARKER: DB = BENCH MARK DISK
 FC0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0597_STAMPING: N 243 1961
 FC0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0597+STABILITY: SURFACE MOTION
 FC0597
 FC0597  HISTORY     - Date     Condition        Report By
 FC0597  HISTORY     - 1961     MONUMENTED       CGS
 FC0597  HISTORY     - 1967     GOOD             NGS
 FC0597
 FC0597                          STATION DESCRIPTION
 FC0597
 FC0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0597'8.8 MI N FROM CLEVELAND.
 FC0597'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY
 FC0597'60 (GEORGETOWN PIKE), GO NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR
 FC0597'3.3 MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING A BRIDGE AND
 FC0597'JUST BEFORE REACHING THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND
 FC0597'U.S. HIGHWAY 11, TURN LEFT AND GO NORTHWEST FOR 1.0 MILE ON AN
 FC0597'OILED ROAD TO A SHARP RIGHT TURN AND THE VALLEY HEAD SCHOOL ON
 FC0597'THE RIGHT, FOLLOW OILED ROAD RIGHT, NORTHEAST FOR 4.5 MILES TO
 FC0597'THE MARK ON THE LEFT IN THE SOUTH CORNER OF THE FRONT YARD OF
 FC0597'A FRAME HOUSE, 85 FEET SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE,
 FC0597'24 FEET NORTHWEST OF THE CENTER OF THE OIL ROAD, 20 FEET NORTHEAST
 FC0597'OF THE CENTER OF DRIVEWAY LEADING TO THE HOUSE, 8.0 FEET WEST
 FC0597'OF A MAIL BOX.  A DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FC0597'THE GROUND AND ABOUT ONE FOOT ABOVE THE ROAD LEVEL.
 FC0597
 FC0597                          STATION RECOVERY (1967)
 FC0597
 FC0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0626 ***********************************************************************
 FC0626  DESIGNATION -  N 244
 FC0626  PID         -  FC0626
 FC0626  STATE/COUNTY-  TN/BRADLEY
 FC0626  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0626
 FC0626                         *CURRENT SURVEY CONTROL
 FC0626  ___________________________________________________________________
 FC0626* NAD 83(1986)-  35 08 52.     (N)    084 58 11.     (W)     SCALED    
 FC0626* NAVD 88     -       259.966  (meters)     852.91   (feet)  ADJUSTED  
 FC0626  ___________________________________________________________________
 FC0626  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0626  DYNAMIC HT  -         259.708 (meters)     852.06  (feet)  COMP
 FC0626  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FC0626
 FC0626  VERT ORDER  -  SECOND    CLASS 0
 FC0626
 FC0626.The horizontal coordinates were scaled from a topographic map and have
 FC0626.an estimated accuracy of +/- 6 seconds.
 FC0626
 FC0626.The orthometric height was determined by differential leveling
 FC0626.and adjusted by the National Geodetic Survey in June 1991..
 FC0626
 FC0626.The geoid height was determined by GEOID03.
 FC0626
 FC0626.The dynamic height is computed by dividing the NAVD 88
 FC0626.geopotential number by the normal gravity value computed on the
 FC0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0626.degrees latitude (g = 980.6199 gals.).
 FC0626
 FC0626.The modeled gravity was interpolated from observed gravity values.
 FC0626
 FC0626;                    North         East    Units  Estimated Accuracy
 FC0626;SPC TN       -    90,860.      693,880.      MT  (+/- 180 meters Scaled)
 FC0626
 FC0626                          SUPERSEDED SURVEY CONTROL
 FC0626
 FC0626  NGVD 29 (??/??/92)  259.984  (m)          852.96   (f) ADJ UNCH    2 0
 FC0626
 FC0626.Superseded values are not recommended for survey control.
 FC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0626.See file dsdata.txt to determine how the superseded data were derived.
 FC0626
 FC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD849913(NAD 83)
 FC0626_MARKER: DB = BENCH MARK DISK
 FC0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0626_STAMPING: N 244 1961
 FC0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0626+STABILITY: SURFACE MOTION
 FC0626
 FC0626  HISTORY     - Date     Condition        Report By
 FC0626  HISTORY     - 1961     MONUMENTED       CGS
 FC0626  HISTORY     - 1962     GOOD             NGS
 FC0626  HISTORY     - 1967     GOOD             NGS
 FC0626
 FC0626                          STATION DESCRIPTION
 FC0626
 FC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0626'4.4 MI SW FROM MC DONALD.
 FC0626'FROM THE POST OFFICE IN MC DONALD GO SOUTHWEST ON U.S. HIGHWAY
 FC0626'11 FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.75
 FC0626'MILES TO A CROSSROAD (R 244 AT THIS POINT) CONTINUE STRAIGHT
 FC0626'AHEAD FOR 0.5 MILES TO A SIDE ROAD RIGHT, CONTINUE AHEAD FOR 0.9
 FC0626'MILE TO A SIDE ROAD RIGHT (P 244 AT THIS POINT), TURN RIGHT AND
 FC0626'GO 0.95 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.3 MILES
 FC0626'TO A SHARP TURN TO THE LEFT AND THE MARK ON THE RIGHT, ABOUT
 FC0626'300 FEET NORTH OF THE INTERSTATE HIGHWAY, 39 FEET EAST OF THE
 FC0626'CENTER OF A GRAVELED ROAD, 15.4 FEET NORTH OF THE CENTER OF
 FC0626'TRACK ROAD AND WIRE GATE, 2.4 FEET EAST OF 12 INCH WHITE OAK
 FC0626'TREE WITH ONE END OF THE WIRE GATE TIED TO IT AND 1.7 FEET WEST
 FC0626'OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC0626'POST PROJECTING 5 INCHES AND ABOUT 3 FEET ABOVE THE LEVEL OF
 FC0626'THE ROAD.  NOTE-- M244, WHICH IS THE NEXT MARK ON THE LINE IS
 FC0626'DESCRIBED FROM CLEVELAND, TENNESSEE.  SEE DESCRIPTION THEREOF.
 FC0626
 FC0626                          STATION RECOVERY (1967)
 FC0626
 FC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1288 ***********************************************************************
 FC1288  DESIGNATION -  N 245
 FC1288  PID         -  FC1288
 FC1288  STATE/COUNTY-  TN/HAMILTON
 FC1288  USGS QUAD   -  CHATTANOOGA (1976)
 FC1288
 FC1288                         *CURRENT SURVEY CONTROL
 FC1288  ___________________________________________________________________
 FC1288* NAD 83(1986)-  35 02 46.     (N)    085 18 51.     (W)     SCALED    
 FC1288* NAVD 88     -       213.686  (meters)     701.07   (feet)  ADJUSTED  
 FC1288  ___________________________________________________________________
 FC1288  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1288  DYNAMIC HT  -         213.474 (meters)     700.37  (feet)  COMP
 FC1288  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 FC1288
 FC1288  VERT ORDER  -  SECOND    CLASS 0
 FC1288
 FC1288.The horizontal coordinates were scaled from a topographic map and have
 FC1288.an estimated accuracy of +/- 6 seconds.
 FC1288
 FC1288.The orthometric height was determined by differential leveling
 FC1288.and adjusted by the National Geodetic Survey in June 1991..
 FC1288
 FC1288.The geoid height was determined by GEOID03.
 FC1288
 FC1288.The dynamic height is computed by dividing the NAVD 88
 FC1288.geopotential number by the normal gravity value computed on the
 FC1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1288.degrees latitude (g = 980.6199 gals.).
 FC1288
 FC1288.The modeled gravity was interpolated from observed gravity values.
 FC1288
 FC1288;                    North         East    Units  Estimated Accuracy
 FC1288;SPC TN       -    79,300.      662,580.      MT  (+/- 180 meters Scaled)
 FC1288
 FC1288                          SUPERSEDED SURVEY CONTROL
 FC1288
 FC1288  NGVD 29 (??/??/92)  213.723  (m)          701.19   (f) ADJ UNCH    2 0
 FC1288
 FC1288.Superseded values are not recommended for survey control.
 FC1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1288.See file dsdata.txt to determine how the superseded data were derived.
 FC1288
 FC1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537794(NAD 83)
 FC1288_MARKER: DB = BENCH MARK DISK
 FC1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1288_SP_SET: BRIDGE
 FC1288_STAMPING: N 245 1961
 FC1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1288
 FC1288  HISTORY     - Date     Condition        Report By
 FC1288  HISTORY     - 1961     MONUMENTED       CGS
 FC1288  HISTORY     - 1962     GOOD             NGS
 FC1288  HISTORY     - 1983     GOOD             USPSQD
 FC1288  HISTORY     - 1990     GOOD             USPSQD
 FC1288
 FC1288                          STATION DESCRIPTION
 FC1288
 FC1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1288'IN CHATTANOOGA.
 FC1288'TO REACH THE MARK FROM THE BRIDGE ON THE INTERSTATE HIGHWAY OVER
 FC1288'BROAD STREET GO NORTHWEST ON THE EXPRESSWAY TO THE MARK SET IN
 FC1288'THE SOUTHEAST WINGWALL OF A BRIDGE OVER WEST 9TH STREET, 25
 FC1288'FEET EAST OF CENTER LINE OF NORTHWEST BOUND LANES, 0.8 FEET
 FC1288'EAST OF GUARD RAIL.  A STANDARD DISK DRILLED IN A CEMENT BRIDGE
 FC1288'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1288
 FC1288                          STATION RECOVERY (1983)
 FC1288
 FC1288'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1288'RECOVERED IN GOOD CONDITION.
 FC1288
 FC1288                          STATION RECOVERY (1990)
 FC1288
 FC1288'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1421 ***********************************************************************
 FC1421  DESIGNATION -  N 246
 FC1421  PID         -  FC1421
 FC1421  STATE/COUNTY-  TN/COFFEE
 FC1421  USGS QUAD   -  ALTO (1947)
 FC1421
 FC1421                         *CURRENT SURVEY CONTROL
 FC1421  ___________________________________________________________________
 FC1421* NAD 83(1986)-  35 19 48.     (N)    085 55 12.     (W)     SCALED    
 FC1421* NAVD 88     -       309.025  (meters)    1013.86   (feet)  ADJUSTED  
 FC1421  ___________________________________________________________________
 FC1421  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1421  DYNAMIC HT  -         308.726 (meters)    1012.88  (feet)  COMP
 FC1421  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 FC1421
 FC1421  VERT ORDER  -  SECOND    CLASS 0
 FC1421
 FC1421.The horizontal coordinates were scaled from a topographic map and have
 FC1421.an estimated accuracy of +/- 6 seconds.
 FC1421
 FC1421.The orthometric height was determined by differential leveling
 FC1421.and adjusted by the National Geodetic Survey in June 1991..
 FC1421
 FC1421.The geoid height was determined by GEOID03.
 FC1421
 FC1421.The dynamic height is computed by dividing the NAVD 88
 FC1421.geopotential number by the normal gravity value computed on the
 FC1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1421.degrees latitude (g = 980.6199 gals.).
 FC1421
 FC1421.The modeled gravity was interpolated from observed gravity values.
 FC1421
 FC1421;                    North         East    Units  Estimated Accuracy
 FC1421;SPC TN       -   110,580.      607,270.      MT  (+/- 180 meters Scaled)
 FC1421
 FC1421                          SUPERSEDED SURVEY CONTROL
 FC1421
 FC1421  NGVD 29 (??/??/92)  309.020  (m)         1013.84   (f) ADJ UNCH    2 0
 FC1421
 FC1421.Superseded values are not recommended for survey control.
 FC1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1421.See file dsdata.txt to determine how the superseded data were derived.
 FC1421
 FC1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE981101(NAD 83)
 FC1421_MARKER: DB = BENCH MARK DISK
 FC1421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1421_SP_SET: BRIDGE
 FC1421_STAMPING: N 246 1962
 FC1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1421
 FC1421  HISTORY     - Date     Condition        Report By
 FC1421  HISTORY     - 1962     MONUMENTED       CGS
 FC1421
 FC1421                          STATION DESCRIPTION
 FC1421
 FC1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1421'2.7 MI NW FROM PELHAM.
 FC1421'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1421'50 AND U.S. HIGHWAY 41 IN PELHAM, GO NORTHWEST ON U.S. HIGHWAY
 FC1421'41 FOR 2.7 MILES TO THE MARK SET IN THE NORTHEAST WINGWALL
 FC1421'OF A BRIDGE OVER BETSY WILLIS CREEK, 600.0 FEET EAST OF NORTHEAST
 FC1421'CORNER OF BETSY WILLIS CHURCH, AND 17.8 FEET NORTHEAST OF CENTER
 FC1421'LINE OF HIGHWAY.  A STANDARD DISK DRILLED IN A BRIDGE AND IS
 FC1421'ABOUT ONE FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1825 ***********************************************************************
 GA1825  DESIGNATION -  N 247
 GA1825  PID         -  GA1825
 GA1825  STATE/COUNTY-  TN/JEFFERSON
 GA1825  USGS QUAD   -  TALBOTT (1980)
 GA1825
 GA1825                         *CURRENT SURVEY CONTROL
 GA1825  ___________________________________________________________________
 GA1825* NAD 83(1986)-  36 07 35.     (N)    083 28 08.     (W)     SCALED    
 GA1825* NAVD 88     -       346.084  (meters)    1135.44   (feet)  ADJUSTED  
 GA1825  ___________________________________________________________________
 GA1825  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1825  DYNAMIC HT  -         345.764 (meters)    1134.39  (feet)  COMP
 GA1825  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 GA1825
 GA1825  VERT ORDER  -  FIRST     CLASS I
 GA1825
 GA1825.The horizontal coordinates were scaled from a topographic map and have
 GA1825.an estimated accuracy of +/- 6 seconds.
 GA1825
 GA1825.The orthometric height was determined by differential leveling
 GA1825.and adjusted by the National Geodetic Survey in June 1991..
 GA1825
 GA1825.The geoid height was determined by GEOID03.
 GA1825
 GA1825.The dynamic height is computed by dividing the NAVD 88
 GA1825.geopotential number by the normal gravity value computed on the
 GA1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1825.degrees latitude (g = 980.6199 gals.).
 GA1825
 GA1825.The modeled gravity was interpolated from observed gravity values.
 GA1825
 GA1825;                    North         East    Units  Estimated Accuracy
 GA1825;SPC TN       -   201,890.      827,820.      MT  (+/- 180 meters Scaled)
 GA1825
 GA1825                          SUPERSEDED SURVEY CONTROL
 GA1825
 GA1825  NGVD 29 (??/??/92)  346.211  (m)         1135.86   (f) ADJ UNCH    1 1
 GA1825
 GA1825.Superseded values are not recommended for survey control.
 GA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1825.See file dsdata.txt to determine how the superseded data were derived.
 GA1825
 GA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA778007(NAD 83)
 GA1825_MARKER: DB = BENCH MARK DISK
 GA1825_SETTING: 66 = SET IN ROCK OUTCROP
 GA1825_SP_SET: ROCK OUTCROP
 GA1825_STAMPING: N 247 1967
 GA1825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1825+STABILITY: POSITION/ELEVATION WELL
 GA1825
 GA1825  HISTORY     - Date     Condition        Report By
 GA1825  HISTORY     - 1967     MONUMENTED       CGS
 GA1825
 GA1825                          STATION DESCRIPTION
 GA1825
 GA1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1825'1.4 MI NE FROM JEFFERSON CITY.
 GA1825'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE INTERSECTION
 GA1825'OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 0.4 MILE SOUTHWEST
 GA1825'OF THE MALOY THEATRE, NEAR A BLACK TOPPED ROAD INTERSECTION, SET
 GA1825'ON THE TOP OF A ROCK OUTCROP WHICH IS 36 FEET LONG-2 FEET WIDE
 GA1825'AND PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 135 FEET
 GA1825'NORTHEAST OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 57 FEET
 GA1825'NORTHWEST OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY,
 GA1825'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2244 ***********************************************************************
 GA2244  DESIGNATION -  N 248
 GA2244  PID         -  GA2244
 GA2244  STATE/COUNTY-  TN/KNOX
 GA2244  USGS QUAD   -  JOHN SEVIER (1992)
 GA2244
 GA2244                         *CURRENT SURVEY CONTROL
 GA2244  ___________________________________________________________________
 GA2244* NAD 83(1986)-  36 00 36.     (N)    083 52 28.     (W)     SCALED    
 GA2244* NAVD 88     -       280.786  (meters)     921.21   (feet)  ADJUSTED  
 GA2244  ___________________________________________________________________
 GA2244  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2244  DYNAMIC HT  -         280.527 (meters)     920.36  (feet)  COMP
 GA2244  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA2244
 GA2244  VERT ORDER  -  FIRST     CLASS I
 GA2244
 GA2244.The horizontal coordinates were scaled from a topographic map and have
 GA2244.an estimated accuracy of +/- 6 seconds.
 GA2244
 GA2244.The orthometric height was determined by differential leveling
 GA2244.and adjusted by the National Geodetic Survey in June 1991..
 GA2244
 GA2244.The geoid height was determined by GEOID03.
 GA2244
 GA2244.The dynamic height is computed by dividing the NAVD 88
 GA2244.geopotential number by the normal gravity value computed on the
 GA2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2244.degrees latitude (g = 980.6199 gals.).
 GA2244
 GA2244.The modeled gravity was interpolated from observed gravity values.
 GA2244
 GA2244;                    North         East    Units  Estimated Accuracy
 GA2244;SPC TN       -   188,110.      791,600.      MT  (+/- 180 meters Scaled)
 GA2244
 GA2244                          SUPERSEDED SURVEY CONTROL
 GA2244
 GA2244  NGVD 29 (??/??/92)  280.922  (m)          921.66   (f) ADJ UNCH    1 1
 GA2244
 GA2244.Superseded values are not recommended for survey control.
 GA2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2244.See file dsdata.txt to determine how the superseded data were derived.
 GA2244
 GA2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409888(NAD 83)
 GA2244_MARKER: DB = BENCH MARK DISK
 GA2244_SETTING: 66 = SET IN ROCK OUTCROP
 GA2244_SP_SET: ROCK OUTCROP
 GA2244_STAMPING: N 248 1967
 GA2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2244+STABILITY: POSITION/ELEVATION WELL
 GA2244
 GA2244  HISTORY     - Date     Condition        Report By
 GA2244  HISTORY     - 1967     MONUMENTED       CGS
 GA2244  HISTORY     - 1982     GOOD             LOCENG
 GA2244  HISTORY     - 20020612 GOOD             INDIV
 GA2244
 GA2244                          STATION DESCRIPTION
 GA2244
 GA2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2244'4.2 MI NE FROM KNOXVILLE.
 GA2244'ABOUT 4.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2244'STATION AT KNOXVILLE, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 GA2244'127, AT THE CROSSING OF AULT ROAD, SET ON THE TOP OF AN OUTCROPPING
 GA2244'ROCK WHICH IS 6 FEET LONG AND TWO FEET WIDE, 36.2 FEET NORTHWEST
 GA2244'OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK, 16 FEET SOUTHWEST
 GA2244'OF THE CENTER LINE OF THE ROAD AND 1 FOOT ABOVE THE LEVEL OF
 GA2244'THE ROAD.
 GA2244
 GA2244                          STATION RECOVERY (1982)
 GA2244
 GA2244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2244'RECOVERED IN GOOD CONDITION.
 GA2244
 GA2244                          STATION RECOVERY (2002)
 GA2244
 GA2244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSL)
 GA2244'RECOVERED AS DESCRIBED EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0518 ***********************************************************************
 GB0518  DESIGNATION -  N 249
 GB0518  PID         -  GB0518
 GB0518  STATE/COUNTY-  TN/ANDERSON
 GB0518  USGS QUAD   -  WINDROCK (1975)
 GB0518
 GB0518                         *CURRENT SURVEY CONTROL
 GB0518  ___________________________________________________________________
 GB0518* NAD 83(1986)-  36 02 42.     (N)    084 20 06.     (W)     SCALED    
 GB0518* NAVD 88     -       247.292  (meters)     811.32   (feet)  ADJUSTED  
 GB0518  ___________________________________________________________________
 GB0518  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0518  DYNAMIC HT  -         247.068 (meters)     810.59  (feet)  COMP
 GB0518  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GB0518
 GB0518  VERT ORDER  -  FIRST     CLASS I
 GB0518
 GB0518.The horizontal coordinates were scaled from a topographic map and have
 GB0518.an estimated accuracy of +/- 6 seconds.
 GB0518
 GB0518.The orthometric height was determined by differential leveling
 GB0518.and adjusted by the National Geodetic Survey in June 1991..
 GB0518
 GB0518.The geoid height was determined by GEOID03.
 GB0518
 GB0518.The dynamic height is computed by dividing the NAVD 88
 GB0518.geopotential number by the normal gravity value computed on the
 GB0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0518.degrees latitude (g = 980.6199 gals.).
 GB0518
 GB0518.The modeled gravity was interpolated from observed gravity values.
 GB0518
 GB0518;                    North         East    Units  Estimated Accuracy
 GB0518;SPC TN       -   191,190.      750,020.      MT  (+/- 180 meters Scaled)
 GB0518
 GB0518                          SUPERSEDED SURVEY CONTROL
 GB0518
 GB0518  NGVD 29 (??/??/92)  247.367  (m)          811.57   (f) ADJ UNCH    1 1
 GB0518
 GB0518.Superseded values are not recommended for survey control.
 GB0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0518.See file dsdata.txt to determine how the superseded data were derived.
 GB0518
 GB0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE400922(NAD 83)
 GB0518_MARKER: DB = BENCH MARK DISK
 GB0518_SETTING: 66 = SET IN ROCK OUTCROP
 GB0518_SP_SET: ROCK LEDGE
 GB0518_STAMPING: N 249 1967
 GB0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0518+STABILITY: POSITION/ELEVATION WELL
 GB0518
 GB0518  HISTORY     - Date     Condition        Report By
 GB0518  HISTORY     - 1967     MONUMENTED       CGS
 GB0518
 GB0518                          STATION DESCRIPTION
 GB0518
 GB0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0518'AT OLIVER SPRINGS.
 GB0518'AT OLIVER SPRINGS, ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY
 GB0518'FROM THE STATION, ABOUT 0.3 MILE EAST ALONG SPRING STREET
 GB0518'FROM THE JUNCTION OF STATE HIGHWAY 61 AND 62, ABOUT 60 YARDS
 GB0518'SOUTH OF MILEPOST 35, ABOUT 55 YARDS SOUTH OF THE TRACK, AT
 GB0518'THE BASE OF A 100-YARD BY 12-FOOT HIGH CUT, SET IN THE TOP OF
 GB0518'THE EAST END OF A ROCK LEDGE THAT IS ABOUT 45 FEET LONG AND
 GB0518'2 FEET HIGH, 60 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 GB0518'OF A BLACK TOP ROAD LEADING NORTH, 14 1/2 FEET SOUTH OF THE
 GB0518'CENTER LINE OF SPRING STREET AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1425 ***********************************************************************
 GC1425  DESIGNATION -  N 25
 GC1425  PID         -  GC1425
 GC1425  STATE/COUNTY-  TN/MONTGOMERY
 GC1425  USGS QUAD   -  PALMYRA (1983)
 GC1425
 GC1425                         *CURRENT SURVEY CONTROL
 GC1425  ___________________________________________________________________
 GC1425* NAD 83(1986)-  36 27 00.     (N)    087 27 13.     (W)     SCALED    
 GC1425* NAVD 88     -       119.286  (meters)     391.36   (feet)  ADJUSTED  
 GC1425  ___________________________________________________________________
 GC1425  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC1425  DYNAMIC HT  -         119.186 (meters)     391.03  (feet)  COMP
 GC1425  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GC1425
 GC1425  VERT ORDER  -  SECOND    CLASS 0
 GC1425
 GC1425.The horizontal coordinates were scaled from a topographic map and have
 GC1425.an estimated accuracy of +/- 6 seconds.
 GC1425
 GC1425.The orthometric height was determined by differential leveling
 GC1425.and adjusted by the National Geodetic Survey in June 1991..
 GC1425
 GC1425.The geoid height was determined by GEOID03.
 GC1425
 GC1425.The dynamic height is computed by dividing the NAVD 88
 GC1425.geopotential number by the normal gravity value computed on the
 GC1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1425.degrees latitude (g = 980.6199 gals.).
 GC1425
 GC1425.The modeled gravity was interpolated from observed gravity values.
 GC1425
 GC1425;                    North         East    Units  Estimated Accuracy
 GC1425;SPC TN       -   235,820.      469,690.      MT  (+/- 180 meters Scaled)
 GC1425
 GC1425                          SUPERSEDED SURVEY CONTROL
 GC1425
 GC1425  NGVD 29 (??/??/92)  119.345  (m)          391.55   (f) ADJ UNCH    2 0
 GC1425
 GC1425.Superseded values are not recommended for survey control.
 GC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1425.See file dsdata.txt to determine how the superseded data were derived.
 GC1425
 GC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF593339(NAD 83)
 GC1425_MARKER: DB = BENCH MARK DISK
 GC1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1425_STAMPING: N 25 1934
 GC1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1425+STABILITY: SURFACE MOTION
 GC1425
 GC1425  HISTORY     - Date     Condition        Report By
 GC1425  HISTORY     - 1934     MONUMENTED       CGS
 GC1425
 GC1425                          STATION DESCRIPTION
 GC1425
 GC1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1425'2 MI NE FROM PALMYRA.
 GC1425'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1425'FROM PALMYRA, MONTGOMERY COUNTY, 1/2 MILE SOUTHWEST OF HEMATITE,
 GC1425'250 YARDS NORTHEAST OF MILEPOST 187, 7 YARDS SOUTHWEST OF THE
 GC1425'CENTER OF A FARM-ROAD CROSSING, 9 YARDS SOUTHEAST OF THE CENTER
 GC1425'LINE OF THE TRACK, 1 YARDS NORTHWEST OF A FENCE, AND 5 YARDS
 GC1425'SOUTHWEST OF A GATE.  A STANDARD DISK, STAMPED N 25 1934 AND
 GC1425'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0385 ***********************************************************************
 FC0385  DESIGNATION -  N 256
 FC0385  PID         -  FC0385
 FC0385  STATE/COUNTY-  TN/BRADLEY
 FC0385  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0385
 FC0385                         *CURRENT SURVEY CONTROL
 FC0385  ___________________________________________________________________
 FC0385* NAD 83(1986)-  35 10 19.     (N)    084 49 43.     (W)     SCALED    
 FC0385* NAVD 88     -       269.722  (meters)     884.91   (feet)  ADJUSTED  
 FC0385  ___________________________________________________________________
 FC0385  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0385  DYNAMIC HT  -         269.456 (meters)     884.04  (feet)  COMP
 FC0385  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 FC0385
 FC0385  VERT ORDER  -  FIRST     CLASS I
 FC0385
 FC0385.The horizontal coordinates were scaled from a topographic map and have
 FC0385.an estimated accuracy of +/- 6 seconds.
 FC0385
 FC0385.The orthometric height was determined by differential leveling
 FC0385.and adjusted by the National Geodetic Survey in June 1991..
 FC0385
 FC0385.The geoid height was determined by GEOID03.
 FC0385
 FC0385.The dynamic height is computed by dividing the NAVD 88
 FC0385.geopotential number by the normal gravity value computed on the
 FC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0385.degrees latitude (g = 980.6199 gals.).
 FC0385
 FC0385.The modeled gravity was interpolated from observed gravity values.
 FC0385
 FC0385;                    North         East    Units  Estimated Accuracy
 FC0385;SPC TN       -    93,680.      706,710.      MT  (+/- 180 meters Scaled)
 FC0385
 FC0385                          SUPERSEDED SURVEY CONTROL
 FC0385
 FC0385  NGVD 29 (??/??/92)  269.741  (m)          884.98   (f) ADJ UNCH    1 1
 FC0385
 FC0385.Superseded values are not recommended for survey control.
 FC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0385.See file dsdata.txt to determine how the superseded data were derived.
 FC0385
 FC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD977942(NAD 83)
 FC0385_MARKER: DB = BENCH MARK DISK
 FC0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0385_SP_SET: FOUNDATION
 FC0385_STAMPING: N 256 1968
 FC0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0385
 FC0385  HISTORY     - Date     Condition        Report By
 FC0385  HISTORY     - 1968     MONUMENTED       CGS
 FC0385  HISTORY     - 1983     GOOD             USPSQD
 FC0385
 FC0385                          STATION DESCRIPTION
 FC0385
 FC0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0385'2.9 MI NE FROM CLEVELAND.
 FC0385'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0385'STATION AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF
 FC0385'BLYTHE FERRY ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FC0385'EAST CORNER OF THE CONCRETE FOUNDATION OF A LARGE ONE STORY BUILDING
 FC0385'WITH METAL SIDING BELONGING TO COLLINS MANUFACTURING COMPANY,
 FC0385'75 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 1.2
 FC0385'FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 3 FEET ABOVE
 FC0385'THE LEVEL OF THE GROUND AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FC0385'MAIN TRACK.
 FC0385
 FC0385                          STATION RECOVERY (1983)
 FC0385
 FC0385'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0427 ***********************************************************************
 FC0427  DESIGNATION -  N 257
 FC0427  PID         -  FC0427
 FC0427  STATE/COUNTY-  TN/MCMINN
 FC0427  USGS QUAD   -  RICEVILLE (1990)
 FC0427
 FC0427                         *CURRENT SURVEY CONTROL
 FC0427  ___________________________________________________________________
 FC0427* NAD 83(1986)-  35 24 11.     (N)    084 40 32.     (W)     SCALED    
 FC0427* NAVD 88     -       254.703  (meters)     835.64   (feet)  ADJUSTED  
 FC0427  ___________________________________________________________________
 FC0427  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0427  DYNAMIC HT  -         254.454 (meters)     834.82  (feet)  COMP
 FC0427  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0427
 FC0427  VERT ORDER  -  FIRST     CLASS I
 FC0427
 FC0427.The horizontal coordinates were scaled from a topographic map and have
 FC0427.an estimated accuracy of +/- 6 seconds.
 FC0427
 FC0427.The orthometric height was determined by differential leveling
 FC0427.and adjusted by the National Geodetic Survey in June 1991..
 FC0427
 FC0427.The geoid height was determined by GEOID03.
 FC0427
 FC0427.The dynamic height is computed by dividing the NAVD 88
 FC0427.geopotential number by the normal gravity value computed on the
 FC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0427.degrees latitude (g = 980.6199 gals.).
 FC0427
 FC0427.The modeled gravity was interpolated from observed gravity values.
 FC0427
 FC0427;                    North         East    Units  Estimated Accuracy
 FC0427;SPC TN       -   119,500.      720,300.      MT  (+/- 180 meters Scaled)
 FC0427
 FC0427                          SUPERSEDED SURVEY CONTROL
 FC0427
 FC0427  NGVD 29 (??/??/92)  254.748  (m)          835.79   (f) ADJ UNCH    1 1
 FC0427
 FC0427.Superseded values are not recommended for survey control.
 FC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0427.See file dsdata.txt to determine how the superseded data were derived.
 FC0427
 FC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE110202(NAD 83)
 FC0427_MARKER: DB = BENCH MARK DISK
 FC0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0427_SP_SET: CULVERT
 FC0427_STAMPING: N 257 1968
 FC0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0427
 FC0427  HISTORY     - Date     Condition        Report By
 FC0427  HISTORY     - 1968     MONUMENTED       CGS
 FC0427
 FC0427                          STATION DESCRIPTION
 FC0427
 FC0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0427'1.8 MI NE FROM RICEVILLE.
 FC0427'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0427'OFFICE AT RICEVILLE, SET IN THE TOP OF THE NORTHEAST END OF THE
 FC0427'NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER
 FC0427'BOTH LANES OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER LINE
 FC0427'OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 1 FOOT SOUTHWEST
 FC0427'OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW
 FC0427'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0871 ***********************************************************************
 FC0871  DESIGNATION -  N 258
 FC0871  PID         -  FC0871
 FC0871  STATE/COUNTY-  TN/MCMINN
 FC0871  USGS QUAD   -  NIOTA (1990)
 FC0871
 FC0871                         *CURRENT SURVEY CONTROL
 FC0871  ___________________________________________________________________
 FC0871* NAD 83(1986)-  35 32 54.     (N)    084 30 59.     (W)     SCALED    
 FC0871* NAVD 88     -       294.822  (meters)     967.26   (feet)  ADJUSTED  
 FC0871  ___________________________________________________________________
 FC0871  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0871  DYNAMIC HT  -         294.534 (meters)     966.32  (feet)  COMP
 FC0871  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 FC0871
 FC0871  VERT ORDER  -  FIRST     CLASS I
 FC0871
 FC0871.The horizontal coordinates were scaled from a topographic map and have
 FC0871.an estimated accuracy of +/- 6 seconds.
 FC0871
 FC0871.The orthometric height was determined by differential leveling
 FC0871.and adjusted by the National Geodetic Survey in June 1991..
 FC0871
 FC0871.The geoid height was determined by GEOID03.
 FC0871
 FC0871.The dynamic height is computed by dividing the NAVD 88
 FC0871.geopotential number by the normal gravity value computed on the
 FC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0871.degrees latitude (g = 980.6199 gals.).
 FC0871
 FC0871.The modeled gravity was interpolated from observed gravity values.
 FC0871
 FC0871;                    North         East    Units  Estimated Accuracy
 FC0871;SPC TN       -   135,820.      734,520.      MT  (+/- 180 meters Scaled)
 FC0871
 FC0871                          SUPERSEDED SURVEY CONTROL
 FC0871
 FC0871  NGVD 29 (??/??/92)  294.886  (m)          967.47   (f) ADJ UNCH    1 1
 FC0871
 FC0871.Superseded values are not recommended for survey control.
 FC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0871.See file dsdata.txt to determine how the superseded data were derived.
 FC0871
 FC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE251366(NAD 83)
 FC0871_MARKER: DB = BENCH MARK DISK
 FC0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0871_SP_SET: CULVERT
 FC0871_STAMPING: N 258 1968
 FC0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0871
 FC0871  HISTORY     - Date     Condition        Report By
 FC0871  HISTORY     - 1968     MONUMENTED       CGS
 FC0871
 FC0871                          STATION DESCRIPTION
 FC0871
 FC0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0871'3.2 MI NE FROM NIOTA.
 FC0871'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0871'CORNER OF A LARGE CEMETERY AT NIOTA, 78 1/2 FEET SOUTHWEST OF
 FC0871'THE SOUTH CORNER OF A 24-FOOT CONCRETE CULVERT OVER A SMALL
 FC0871'STREAM, SET IN THE TOP OF A ROCK LEDGE THAT THE EXPOSED PART IS
 FC0871'ABOUT 12 FEET LONG BY 1 1/2 FEET HIGH AND IS IN A 3-FOOT HIGH
 FC0871'BANK OF THE ROAD DITCH, 23 FEET SOUTHEAST OF THE CENTER LINE OF
 FC0871'THE HIGHWAY, 4 FEET NORTHEAST OF THE SOUTHWEST END OF THE LEDGE
 FC0871'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0057 ***********************************************************************
 FC0057  DESIGNATION -  N 259
 FC0057  PID         -  FC0057
 FC0057  STATE/COUNTY-  TN/LOUDON
 FC0057  USGS QUAD   -  LENOIR CITY (1986)
 FC0057
 FC0057                         *CURRENT SURVEY CONTROL
 FC0057  ___________________________________________________________________
 FC0057* NAD 83(1986)-  35 46 17.     (N)    084 17 57.     (W)     SCALED    
 FC0057* NAVD 88     -       244.740  (meters)     802.95   (feet)  ADJUSTED  
 FC0057  ___________________________________________________________________
 FC0057  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0057  DYNAMIC HT  -         244.506 (meters)     802.18  (feet)  COMP
 FC0057  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FC0057
 FC0057  VERT ORDER  -  FIRST     CLASS I
 FC0057
 FC0057.The horizontal coordinates were scaled from a topographic map and have
 FC0057.an estimated accuracy of +/- 6 seconds.
 FC0057
 FC0057.The orthometric height was determined by differential leveling
 FC0057.and adjusted by the National Geodetic Survey in June 1991..
 FC0057
 FC0057.The geoid height was determined by GEOID03.
 FC0057
 FC0057.The dynamic height is computed by dividing the NAVD 88
 FC0057.geopotential number by the normal gravity value computed on the
 FC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0057.degrees latitude (g = 980.6199 gals.).
 FC0057
 FC0057.The modeled gravity was interpolated from observed gravity values.
 FC0057
 FC0057;                    North         East    Units  Estimated Accuracy
 FC0057;SPC TN       -   160,890.      753,780.      MT  (+/- 180 meters Scaled)
 FC0057
 FC0057                          SUPERSEDED SURVEY CONTROL
 FC0057
 FC0057  NGVD 29 (??/??/92)  244.848  (m)          803.31   (f) ADJ UNCH    1 1
 FC0057
 FC0057.Superseded values are not recommended for survey control.
 FC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0057.See file dsdata.txt to determine how the superseded data were derived.
 FC0057
 FC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE441619(NAD 83)
 FC0057_MARKER: DB = BENCH MARK DISK
 FC0057_SETTING: 66 = SET IN ROCK OUTCROP
 FC0057_SP_SET: LEDGE
 FC0057_STAMPING: N 259 1968
 FC0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0057+STABILITY: POSITION/ELEVATION WELL
 FC0057
 FC0057  HISTORY     - Date     Condition        Report By
 FC0057  HISTORY     - 1968     MONUMENTED       CGS
 FC0057
 FC0057                          STATION DESCRIPTION
 FC0057
 FC0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0057'2.2 MI SW FROM LENOIR CITY.
 FC0057'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0057'STATION AT LENOIR CITY, ALSO ABOUT 3.2 MILES NORTHEAST ALONG THE
 FC0057'SOUTHERN RAILWAY FROM THE STATION AT LOUDON, ABOUT 0.3 MILE
 FC0057'SOUTHWEST OF MILEPOST 156, SET IN THE TOP OF A VERY NARROW
 FC0057'LEDGE AT THE BASE OF A ROCK CUT THAT IS ABOUT 45 FEET LONG BY
 FC0057'20 FEET HIGH AND IS PART OF A LARGE ROCK BLUFF ALONG THE NORTHWEST
 FC0057'SIDE OF THE TENNESSEE RIVER, 8.2 FEET SOUTH OF THE SOUTH RAIL,
 FC0057'8 FEET EAST OF THE EAST END OF AN OVERHANGING ROCK AT THE
 FC0057'TOP OF THE WEST END OF THE CUT AND ABOUT 1/2 FOOT ABOVE THE
 FC0057'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1892 ***********************************************************************
 FB1892  DESIGNATION -  N 260
 FB1892  PID         -  FB1892
 FB1892  STATE/COUNTY-  TN/KNOX
 FB1892  USGS QUAD   -  KNOXVILLE (1978)
 FB1892
 FB1892                         *CURRENT SURVEY CONTROL
 FB1892  ___________________________________________________________________
 FB1892* NAD 83(1986)-  35 57 44.     (N)    083 56 06.     (W)     SCALED    
 FB1892* NAVD 88     -       272.666  (meters)     894.57   (feet)  ADJUSTED  
 FB1892  ___________________________________________________________________
 FB1892  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1892  DYNAMIC HT  -         272.414 (meters)     893.74  (feet)  COMP
 FB1892  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FB1892
 FB1892  VERT ORDER  -  FIRST     CLASS I
 FB1892
 FB1892.The horizontal coordinates were scaled from a topographic map and have
 FB1892.an estimated accuracy of +/- 6 seconds.
 FB1892
 FB1892.The orthometric height was determined by differential leveling
 FB1892.and adjusted by the National Geodetic Survey in June 1991..
 FB1892
 FB1892.The geoid height was determined by GEOID03.
 FB1892
 FB1892.The dynamic height is computed by dividing the NAVD 88
 FB1892.geopotential number by the normal gravity value computed on the
 FB1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1892.degrees latitude (g = 980.6199 gals.).
 FB1892
 FB1892.The modeled gravity was interpolated from observed gravity values.
 FB1892
 FB1892;                    North         East    Units  Estimated Accuracy
 FB1892;SPC TN       -   182,690.      786,250.      MT  (+/- 180 meters Scaled)
 FB1892
 FB1892                          SUPERSEDED SURVEY CONTROL
 FB1892
 FB1892  NGVD 29 (??/??/92)  272.802  (m)          895.02   (f) ADJ UNCH    1 1
 FB1892
 FB1892.Superseded values are not recommended for survey control.
 FB1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1892.See file dsdata.txt to determine how the superseded data were derived.
 FB1892
 FB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV353837(NAD 83)
 FB1892_MARKER: DB = BENCH MARK DISK
 FB1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1892_SP_SET: PIER
 FB1892_STAMPING: N 260 1968
 FB1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1892+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1892
 FB1892  HISTORY     - Date     Condition        Report By
 FB1892  HISTORY     - 1968     MONUMENTED       CGS
 FB1892  HISTORY     - 20010323 GOOD             USPSQD
 FB1892  HISTORY     - 20060112 GOOD             USPSQD
 FB1892
 FB1892                          STATION DESCRIPTION
 FB1892
 FB1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1892'AT KNOXVILLE.
 FB1892'AT KNOXVILLE, ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FB1892'FROM THE STATION, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FB1892'SOUTHWEST END OF THE NORTHWEST PIER UNDER THE SEVENTEENTH STREET
 FB1892'SW OVERPASS OVER THE TRACK, 7 FEET NORTHWEST OF THE NORTHWEST
 FB1892'RAIL OF THE NORTHWEST ONE OF TWO TRACKS, 1.2 FEET NORTHEAST OF
 FB1892'THE SOUTHWEST END OF THE PIER, 2 1/2 FEET ABOVE THE LEVEL OF
 FB1892'THE GROUND AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1892
 FB1892                          STATION RECOVERY (2001)
 FB1892
 FB1892'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1892'RECOVERED IN GOOD CONDITION.
 FB1892
 FB1892                          STATION RECOVERY (2006)
 FB1892
 FB1892'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1416 ***********************************************************************
 FE1416  DESIGNATION -  N 261
 FE1416  PID         -  FE1416
 FE1416  STATE/COUNTY-  TN/SHELBY
 FE1416  USGS QUAD   -  MILLINGTON (1997)
 FE1416
 FE1416                         *CURRENT SURVEY CONTROL
 FE1416  ___________________________________________________________________
 FE1416* NAD 83(1986)-  35 15 33.     (N)    089 59 40.     (W)     SCALED    
 FE1416* NAVD 88     -        72.484  (meters)     237.81   (feet)  ADJUSTED  
 FE1416  ___________________________________________________________________
 FE1416  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1416  DYNAMIC HT  -          72.420 (meters)     237.60  (feet)  COMP
 FE1416  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 FE1416
 FE1416  VERT ORDER  -  FIRST     CLASS I
 FE1416
 FE1416.The horizontal coordinates were scaled from a topographic map and have
 FE1416.an estimated accuracy of +/- 6 seconds.
 FE1416
 FE1416.The orthometric height was determined by differential leveling
 FE1416.and adjusted by the National Geodetic Survey in June 1991..
 FE1416
 FE1416.The geoid height was determined by GEOID03.
 FE1416
 FE1416.The dynamic height is computed by dividing the NAVD 88
 FE1416.geopotential number by the normal gravity value computed on the
 FE1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1416.degrees latitude (g = 980.6199 gals.).
 FE1416
 FE1416.The modeled gravity was interpolated from observed gravity values.
 FE1416
 FE1416;                    North         East    Units  Estimated Accuracy
 FE1416;SPC TN       -   110,140.      236,610.      MT  (+/- 180 meters Scaled)
 FE1416
 FE1416                          SUPERSEDED SURVEY CONTROL
 FE1416
 FE1416  NGVD 29 (??/??/??)   72.439  (m)          237.66   (f) ADJUSTED    1 1
 FE1416
 FE1416.Superseded values are not recommended for survey control.
 FE1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1416.See file dsdata.txt to determine how the superseded data were derived.
 FE1416
 FE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE275058(NAD 83)
 FE1416_MARKER: DB = BENCH MARK DISK
 FE1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1416_SP_SET: BRIDGE
 FE1416_STAMPING: N 261 1974
 FE1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1416
 FE1416  HISTORY     - Date     Condition        Report By
 FE1416  HISTORY     - 1974     MONUMENTED       NGS
 FE1416  HISTORY     - 20021007 POOR             USACE
 FE1416
 FE1416                          STATION DESCRIPTION
 FE1416
 FE1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1416'2.8 MI NE FROM FRAYSER.
 FE1416'ABOUT 2.75 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY
 FE1416'OF SORROWS CHURCH AND SCHOOL AT FRAYSER, AT THE SOUTHWEST END OF
 FE1416'A LONG CONCRETE BRIDGE OVER LOOSAHATCHIE RIVER, 23 FEET NORTHWEST
 FE1416'OF THE CENTER LINE OF THE NORTHWEST LANE OF THE 4 LANES OF
 FE1416'HIGHWAY, SET IN THE TOP NORTHWEST END OF THE SOUTHWEST CONCRETE
 FE1416'SEAT OF BRIDGE, 4.5 FEET NORTHWEST OF CONCRETE BANNISTER AND
 FE1416'2 FEET BELOW LEVEL OF THE HIGHWAY.
 FE1416
 FE1416                          STATION RECOVERY (2002)
 FE1416
 FE1416'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1416'MARK DESTROYED DUE TO BRIDGE REBUILD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1342 ***********************************************************************
 FE1342  DESIGNATION -  N 262
 FE1342  PID         -  FE1342
 FE1342  STATE/COUNTY-  TN/TIPTON
 FE1342  USGS QUAD   -  BRIGHTON (1981)
 FE1342
 FE1342                         *CURRENT SURVEY CONTROL
 FE1342  ___________________________________________________________________
 FE1342* NAD 83(1986)-  35 29 00.     (N)    089 43 49.     (W)     SCALED    
 FE1342* NAVD 88     -       109.021  (meters)     357.68   (feet)  ADJUSTED  
 FE1342  ___________________________________________________________________
 FE1342  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1342  DYNAMIC HT  -         108.927 (meters)     357.37  (feet)  COMP
 FE1342  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FE1342
 FE1342  VERT ORDER  -  FIRST     CLASS I
 FE1342
 FE1342.The horizontal coordinates were scaled from a topographic map and have
 FE1342.an estimated accuracy of +/- 6 seconds.
 FE1342
 FE1342.The orthometric height was determined by differential leveling
 FE1342.and adjusted by the National Geodetic Survey in June 1991..
 FE1342
 FE1342.The geoid height was determined by GEOID03.
 FE1342
 FE1342.The dynamic height is computed by dividing the NAVD 88
 FE1342.geopotential number by the normal gravity value computed on the
 FE1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1342.degrees latitude (g = 980.6199 gals.).
 FE1342
 FE1342.The modeled gravity was interpolated from observed gravity values.
 FE1342
 FE1342;                    North         East    Units  Estimated Accuracy
 FE1342;SPC TN       -   134,040.      261,580.      MT  (+/- 180 meters Scaled)
 FE1342
 FE1342                          SUPERSEDED SURVEY CONTROL
 FE1342
 FE1342  NGVD 29 (??/??/??)  108.995  (m)          357.59   (f) ADJUSTED    1 1
 FE1342
 FE1342.Superseded values are not recommended for survey control.
 FE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1342.See file dsdata.txt to determine how the superseded data were derived.
 FE1342
 FE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE523300(NAD 83)
 FE1342_MARKER: DB = BENCH MARK DISK
 FE1342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1342_SP_SET: 33 FEET
 FE1342_STAMPING: N 262 1674
 FE1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1342+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1342
 FE1342  HISTORY     - Date     Condition        Report By
 FE1342  HISTORY     - 1974     MONUMENTED       NGS
 FE1342  HISTORY     - 20021001 GOOD             USACE
 FE1342
 FE1342                          STATION DESCRIPTION
 FE1342
 FE1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1342'AT BRIGHTON.
 FE1342'AT THE INTERSECTION OF KENTWOOD AND OLD U.S. HIGHWAY 51 IN
 FE1342'BRIGHTON, ON PROPERTY OF MRS. J.V. HOWARD OF COVINGTON, 57 FEET
 FE1342'EAST-SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 41 FEET SOUTH OF
 FE1342'THE CENTER LINE OF KENTWOOD, 40.6 FEET NORTH OF A 15-INCH GUM
 FE1342'TREE IN FENCE LINE, 15 FEET SOUTH OF A 15-INCH PECAN TREE AT
 FE1342'NORTH END OF A FENCE LINE, 19 FEET WEST OF THE CENTER LINE OF
 FE1342'A GRAVEL DRIVEWAY ON EAST SIDE OF FENCE TO THE TROTTERS
 FE1342'RESIDENCE, 0.6 FOOT WEST OF A FENCE, 0.5 FOOT EAST OF A METAL
 FE1342'WITNESS POST, 2 1/2 FEET ABOVE STREET LEVEL AND ON TOP OF A
 FE1342'COPPER COATED STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY
 FE1342'A 4-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 FE1342'REFUSAL DEPTH OF 33 FEET.
 FE1342
 FE1342                          STATION RECOVERY (2002)
 FE1342
 FE1342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1692 ***********************************************************************
 FE1692  DESIGNATION -  N 263
 FE1692  PID         -  FE1692
 FE1692  STATE/COUNTY-  TN/LAUDERDALE
 FE1692  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1692
 FE1692                         *CURRENT SURVEY CONTROL
 FE1692  ___________________________________________________________________
 FE1692* NAD 83(1986)-  35 46 57.     (N)    089 30 15.     (W)     SCALED    
 FE1692* NAVD 88     -       106.934  (meters)     350.83   (feet)  ADJUSTED  
 FE1692  ___________________________________________________________________
 FE1692  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1692  DYNAMIC HT  -         106.843 (meters)     350.53  (feet)  COMP
 FE1692  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 FE1692
 FE1692  VERT ORDER  -  FIRST     CLASS I
 FE1692
 FE1692.The horizontal coordinates were scaled from a topographic map and have
 FE1692.an estimated accuracy of +/- 6 seconds.
 FE1692
 FE1692.The orthometric height was determined by differential leveling
 FE1692.and adjusted by the National Geodetic Survey in June 1991..
 FE1692
 FE1692.The geoid height was determined by GEOID03.
 FE1692
 FE1692.The dynamic height is computed by dividing the NAVD 88
 FE1692.geopotential number by the normal gravity value computed on the
 FE1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1692.degrees latitude (g = 980.6199 gals.).
 FE1692
 FE1692.The modeled gravity was interpolated from observed gravity values.
 FE1692
 FE1692;                    North         East    Units  Estimated Accuracy
 FE1692;SPC TN       -   166,450.      283,270.      MT  (+/- 180 meters Scaled)
 FE1692
 FE1692                          SUPERSEDED SURVEY CONTROL
 FE1692
 FE1692  NGVD 29 (??/??/??)  106.891  (m)          350.69   (f) ADJUSTED    1 1
 FE1692
 FE1692.Superseded values are not recommended for survey control.
 FE1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1692.See file dsdata.txt to determine how the superseded data were derived.
 FE1692
 FE1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE736627(NAD 83)
 FE1692_MARKER: DB = BENCH MARK DISK
 FE1692_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1692+WITH SETTING: INTO GROUND
 FE1692_STAMPING: N 263 1974
 FE1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1692+STABILITY: SURFACE MOTION
 FE1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1692+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1692
 FE1692  HISTORY     - Date     Condition        Report By
 FE1692  HISTORY     - 1974     MONUMENTED       NGS
 FE1692  HISTORY     - 20020809 GOOD             USACE
 FE1692
 FE1692                          STATION DESCRIPTION
 FE1692
 FE1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1692'2.8 MI NE FROM RIPLEY.
 FE1692'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE1692'AT RIPLEY, THENCE 2.6 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 51,
 FE1692'113 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION WITH
 FE1692'AN ASPHALT ROAD LEADING NORTH, 92 FEET SOUTHWEST OF A POWER POLE
 FE1692'BEARING A STREET LIGHT, 46.5 FEET NORTHWEST OF THE CENTER LINE
 FE1692'OF U.S. HIGHWAY 51, 40.8 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER
 FE1692'OF A STUCCO STORE BUILDING (MRS. C.C. KIRBY), 33 FEET EAST OF THE
 FE1692'CENTER LINE OF AN ASPHALT ROAD, 34.5 FEET NORTHEAST OF THE
 FE1692'NORTHEAST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER ASPHALT
 FE1692'ROAD, 2 FEET WEST OF A 4-INCH PIPE SUPPORTING A BEER SIGN, 1 1/2
 FE1692'FEET ABOVE ROAD AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE1692'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH
 FE1692'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 FE1692'FLUSH WITH THE GROUND.
 FE1692
 FE1692                          STATION RECOVERY (2002)
 FE1692
 FE1692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0953 ***********************************************************************
 FE0953  DESIGNATION -  N 264
 FE0953  PID         -  FE0953
 FE0953  STATE/COUNTY-  TN/LAUDERDALE
 FE0953  USGS QUAD   -  FOWLKES (1983)
 FE0953
 FE0953                         *CURRENT SURVEY CONTROL
 FE0953  ___________________________________________________________________
 FE0953* NAD 83(1986)-  35 52 34.     (N)    089 23 49.     (W)     SCALED    
 FE0953* NAVD 88     -        95.763  (meters)     314.18   (feet)  ADJUSTED  
 FE0953  ___________________________________________________________________
 FE0953  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0953  DYNAMIC HT  -          95.681 (meters)     313.91  (feet)  COMP
 FE0953  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 FE0953
 FE0953  VERT ORDER  -  FIRST     CLASS I
 FE0953
 FE0953.The horizontal coordinates were scaled from a topographic map and have
 FE0953.an estimated accuracy of +/- 6 seconds.
 FE0953
 FE0953.The orthometric height was determined by differential leveling
 FE0953.and adjusted by the National Geodetic Survey in June 1991..
 FE0953
 FE0953.The geoid height was determined by GEOID03.
 FE0953
 FE0953.The dynamic height is computed by dividing the NAVD 88
 FE0953.geopotential number by the normal gravity value computed on the
 FE0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0953.degrees latitude (g = 980.6199 gals.).
 FE0953
 FE0953.The modeled gravity was interpolated from observed gravity values.
 FE0953
 FE0953;                    North         East    Units  Estimated Accuracy
 FE0953;SPC TN       -   176,490.      293,320.      MT  (+/- 180 meters Scaled)
 FE0953
 FE0953                          SUPERSEDED SURVEY CONTROL
 FE0953
 FE0953  NGVD 29 (??/??/??)   95.705  (m)          313.99   (f) ADJUSTED    1 1
 FE0953
 FE0953.Superseded values are not recommended for survey control.
 FE0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0953.See file dsdata.txt to determine how the superseded data were derived.
 FE0953
 FE0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE836728(NAD 83)
 FE0953_MARKER: DB = BENCH MARK DISK
 FE0953_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE0953_SP_SET: 48 FEET
 FE0953_STAMPING: N 264 1974
 FE0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0953
 FE0953  HISTORY     - Date     Condition        Report By
 FE0953  HISTORY     - 1974     MONUMENTED       NGS
 FE0953  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0953
 FE0953                          STATION DESCRIPTION
 FE0953
 FE0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0953'AT HALLS.
 FE0953'AT HALLS, AT THE MUNICIPAL BUILDING (WHICH INCLUDES THE WATER
 FE0953'PLANT, CITY HALL AND THE FIRE DEPARTMENT), SET NEAR THE NORTHWEST
 FE0953'CORNER OF THE BUILDING, 70.2 FEET EAST OF THE CENTER LINE OF OLD
 FE0953'HIGHWAY 51 (CHURCH STREET), 37.1 FEET NORTH OF THE CENTER OF THE
 FE0953'ENTRANCE TO THE WATER PLANT, 6.9 FEET WEST OF THE NORTHWEST
 FE0953'CORNER OF THE BUILDING, 4.3 FEET WEST OF THE WEST FACE OF THE
 FE0953'BUILDING, 1 FOOT ABOVE HIGHWAY AND ON TOP OF A COPPER COATED
 FE0953'STEEL ROD, 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH IRON
 FE0953'PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 FE0953'DEPTH OF 48 FEET.
 FE0953
 FE0953                          STATION RECOVERY (2002)
 FE0953
 FE0953'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1139 ***********************************************************************
 GD1139  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1139  DESIGNATION -  N 265
 GD1139  PID         -  GD1139
 GD1139  STATE/COUNTY-  TN/LAKE
 GD1139  USGS QUAD   -  RIDGELY (1981)
 GD1139
 GD1139                         *CURRENT SURVEY CONTROL
 GD1139  ___________________________________________________________________
 GD1139* NAD 83(1995)-  36 20 20.90474(N)    089 28 17.16864(W)     ADJUSTED  
 GD1139* NAVD 88     -        88.46   (meters)     290.2    (feet)  GPS OBS   
 GD1139  ___________________________________________________________________
 GD1139  X           -      47,452.191 (meters)                     COMP
 GD1139  Y           -  -5,143,618.930 (meters)                     COMP
 GD1139  Z           -   3,758,606.329 (meters)                     COMP
 GD1139  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GD1139  ELLIP HEIGHT-          60.06  (meters)          (05/31/05) GPS OBS
 GD1139  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1139  DYNAMIC HT  -          88.39  (meters)     290.0   (feet)  COMP
 GD1139  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 GD1139
 GD1139  HORZ ORDER  -  FIRST
 GD1139  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1139  ELLP ORDER  -  FOURTH    CLASS II
 GD1139
 GD1139.The horizontal coordinates were established by GPS observations
 GD1139.and adjusted by the National Geodetic Survey in May 2005..
 GD1139
 GD1139.The orthometric height was determined by GPS observations and a
 GD1139.high-resolution geoid model using precise GPS observation and
 GD1139.processing techniques. It supersedes the leveled height previously
 GD1139.determined for this station.
 GD1139.The vertical order pertains to the first NAVD 88 superseded value.
 GD1139
 GD1139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1139
 GD1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1139
 GD1139.The ellipsoidal height was determined by GPS observations
 GD1139.and is referenced to NAD 83.
 GD1139
 GD1139.The geoid height was determined by GEOID03.
 GD1139
 GD1139.The dynamic height is computed by dividing the NAVD 88
 GD1139.geopotential number by the normal gravity value computed on the
 GD1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1139.degrees latitude (g = 980.6199 gals.).
 GD1139
 GD1139.The modeled gravity was interpolated from observed gravity values.
 GD1139
 GD1139;                    North         East     Units Scale Factor Converg.
 GD1139;SPC TN       -   228,072.516   288,417.518   MT  0.99998717   -2 01 56.3
 GD1139;SPC TN       -   748,267.91    946,249.81   sFT  0.99998717   -2 01 56.3
 GD1139;UTM  16      - 4,024,400.853   278,192.324   MT  1.00020621   -1 27 54.3
 GD1139
 GD1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1139!SPC TN       -   0.99999057  x   0.99998717  =   0.99997774
 GD1139!UTM  16      -   0.99999057  x   1.00020621  =   1.00019678
 GD1139
 GD1139                          SUPERSEDED SURVEY CONTROL
 GD1139
 GD1139  NAVD 88 (06/15/91)   88.399  (m)          290.02   (f) ADJUSTED    1 1
 GD1139  NGVD 29 (??/??/??)   88.325  (m)          289.78   (f) ADJUSTED    1 1
 GD1139
 GD1139.Superseded values are not recommended for survey control.
 GD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1139.See file dsdata.txt to determine how the superseded data were derived.
 GD1139
 GD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7819224401(NAD 83)
 GD1139_MARKER: DB = BENCH MARK DISK
 GD1139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1139+WITH SETTING: INTO GROUND
 GD1139_STAMPING: N 265 1974
 GD1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1139+STABILITY: SURFACE MOTION
 GD1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1139+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1139
 GD1139  HISTORY     - Date     Condition        Report By
 GD1139  HISTORY     - 1974     MONUMENTED       NGS
 GD1139  HISTORY     - 20020802 GOOD             USACE
 GD1139  HISTORY     - 20030709 GOOD             EMCINC
 GD1139
 GD1139                          STATION DESCRIPTION
 GD1139
 GD1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1139'2.60 MI S FROM TIPTONVILLE.
 GD1139'ABOUT 2.60 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1139'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE.  ALSO 5.15 MILES NORTH
 GD1139'ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY HIGHWAY COMMISSION OFFICE
 GD1139'BUILDING AT RIDGELY, ABOUT 0.7 MILE NORTH OF THE COMMUNITY OF
 GD1139'WYNNBURG, 99 FEET WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 78
 GD1139'AND A PAVED ROAD LEADING WEST, 91.4 FEET WEST OF THE CENTER LINE OF
 GD1139'STATE HIGHWAY 78, 24.6 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 GD1139'CROSSING OF TRACKS AND A PAVED ROAD, 21 FEET SOUTH OF THE CENTER LINE
 GD1139'OF THE PAVED ROAD, 15.3 FEET EAST OF THE EAST RAIL OF THE TRACKS OF
 GD1139'THE ILLINOIS CENTRAL RAILROAD, 3.4 FEET SOUTH OF A POWER POLE, 0.5
 GD1139'FOOT ABOVE HIGHWAY, 1 FOOT BELOW LEVEL OF TRACKS AND ON THE TOP OF A
 GD1139'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 GD1139'THE DISK IS 0.2 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 GD1139'PIPE FLUSH WITH THE GROUND.
 GD1139
 GD1139                          STATION RECOVERY (2002)
 GD1139
 GD1139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1139'RECOVERED IN GOOD CONDITION.
 GD1139
 GD1139                          STATION RECOVERY (2003)
 GD1139
 GD1139'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1139'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1551 ***********************************************************************
 GC1551  DESIGNATION -  N 27
 GC1551  PID         -  GC1551
 GC1551  STATE/COUNTY-  TN/HUMPHREYS
 GC1551  USGS QUAD   -  MC EWEN (1982)
 GC1551
 GC1551                         *CURRENT SURVEY CONTROL
 GC1551  ___________________________________________________________________
 GC1551* NAD 83(1986)-  36 06 17.     (N)    087 42 32.     (W)     SCALED    
 GC1551* NAVD 88     -       191.403  (meters)     627.96   (feet)  ADJUSTED  
 GC1551  ___________________________________________________________________
 GC1551  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1551  DYNAMIC HT  -         191.237 (meters)     627.42  (feet)  COMP
 GC1551  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GC1551
 GC1551  VERT ORDER  -  FIRST     CLASS II
 GC1551
 GC1551.The horizontal coordinates were scaled from a topographic map and have
 GC1551.an estimated accuracy of +/- 6 seconds.
 GC1551
 GC1551.The orthometric height was determined by differential leveling
 GC1551.and adjusted by the National Geodetic Survey in June 1991..
 GC1551
 GC1551.The geoid height was determined by GEOID03.
 GC1551
 GC1551.The dynamic height is computed by dividing the NAVD 88
 GC1551.geopotential number by the normal gravity value computed on the
 GC1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1551.degrees latitude (g = 980.6199 gals.).
 GC1551
 GC1551.The modeled gravity was interpolated from observed gravity values.
 GC1551
 GC1551;                    North         East    Units  Estimated Accuracy
 GC1551;SPC TN       -   197,880.      446,140.      MT  (+/- 180 meters Scaled)
 GC1551
 GC1551                          SUPERSEDED SURVEY CONTROL
 GC1551
 GC1551  NGVD 29 (??/??/92)  191.424  (m)          628.03   (f) ADJ UNCH    1 2
 GC1551
 GC1551.Superseded values are not recommended for survey control.
 GC1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1551.See file dsdata.txt to determine how the superseded data were derived.
 GC1551
 GC1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE361957(NAD 83)
 GC1551_MARKER: DB = BENCH MARK DISK
 GC1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1551_STAMPING: 628.198 N 27 1934
 GC1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1551+STABILITY: SURFACE MOTION
 GC1551
 GC1551  HISTORY     - Date     Condition        Report By
 GC1551  HISTORY     - 1934     MONUMENTED       CGS
 GC1551  HISTORY     - 1948     GOOD             NGS
 GC1551  HISTORY     - 1961     GOOD             USGS
 GC1551  HISTORY     - 1972     GOOD             TVA
 GC1551
 GC1551                          STATION DESCRIPTION
 GC1551
 GC1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1551'4.5 MI W FROM MC EWEN.
 GC1551'4.5 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1551'RAILWAY FROM THE STATION AT MC EWEN, AT GORMAN, IN THE SOUTHWEST
 GC1551'ANGLE OF THE MAIN NORTHWEST-SOUTHEAST GRAVEL ROAD CROSSING, AT
 GC1551'POLE 61+18 1/2.  IN YARD AT LARGE 2-STORY WHITE FRAME HOUSE, 37
 GC1551'FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 22 FEET
 GC1551'SOUTHEAST OF THE SOUTHEAST RAIL, 23 FEET SOUTHWEST OF NORTH YARD
 GC1551'FENCE CORNER, 60 FEET NORTHWEST OF THE NORTH CORNER OF THE HOUSE,
 GC1551'1 FOOT SOUTHEAST OF FENCE LINE, ABOUT LEVEL WITH THE TRACK AND
 GC1551'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS
 GC1551'ABOUT 5.1 MILES EAST OF THE STATION AT WAVERLY.  NOTE-- 86.6 FT
 GC1551'N 35 DEG W OF BROWN HOUSE.
 GC1551
 GC1551                          STATION RECOVERY (1961)
 GC1551
 GC1551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1551'RECOVERED IN GOOD CONDITION.
 GC1551
 GC1551                          STATION RECOVERY (1972)
 GC1551
 GC1551'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0477 ***********************************************************************
 GC0477  DESIGNATION -  N 28
 GC0477  PID         -  GC0477
 GC0477  STATE/COUNTY-  TN/DAVIDSON
 GC0477  USGS QUAD   -  BELLEVUE (1983)
 GC0477
 GC0477                         *CURRENT SURVEY CONTROL
 GC0477  ___________________________________________________________________
 GC0477* NAD 83(1986)-  36 04 44.     (N)    086 59 44.     (W)     SCALED    
 GC0477* NAVD 88     -       169.437  (meters)     555.89   (feet)  ADJUSTED  
 GC0477  ___________________________________________________________________
 GC0477  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0477  DYNAMIC HT  -         169.289 (meters)     555.41  (feet)  COMP
 GC0477  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 GC0477
 GC0477  VERT ORDER  -  FIRST     CLASS II
 GC0477
 GC0477.The horizontal coordinates were scaled from a topographic map and have
 GC0477.an estimated accuracy of +/- 6 seconds.
 GC0477
 GC0477.The orthometric height was determined by differential leveling
 GC0477.and adjusted by the National Geodetic Survey in June 1991..
 GC0477
 GC0477.The geoid height was determined by GEOID03.
 GC0477
 GC0477.The dynamic height is computed by dividing the NAVD 88
 GC0477.geopotential number by the normal gravity value computed on the
 GC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0477.degrees latitude (g = 980.6199 gals.).
 GC0477
 GC0477.The modeled gravity was interpolated from observed gravity values.
 GC0477
 GC0477;                    North         East    Units  Estimated Accuracy
 GC0477;SPC TN       -   194,130.      510,330.      MT  (+/- 180 meters Scaled)
 GC0477
 GC0477                          SUPERSEDED SURVEY CONTROL
 GC0477
 GC0477  NGVD 29 (??/??/92)  169.458  (m)          555.96   (f) ADJ UNCH    1 2
 GC0477
 GC0477.Superseded values are not recommended for survey control.
 GC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0477.See file dsdata.txt to determine how the superseded data were derived.
 GC0477
 GC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE004926(NAD 83)
 GC0477_MARKER: DB = BENCH MARK DISK
 GC0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0477_STAMPING: 556.242 N 28 1934
 GC0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0477+STABILITY: SURFACE MOTION
 GC0477
 GC0477  HISTORY     - Date     Condition        Report By
 GC0477  HISTORY     - 1934     MONUMENTED       CGS
 GC0477  HISTORY     - 1959     GOOD             NGS
 GC0477
 GC0477                          STATION DESCRIPTION
 GC0477
 GC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0477'8.5 MI E FROM KINGSTON SPRINGS.
 GC0477'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC0477'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC0477'ROAD, THENCE 4.5 MILES EAST ON THE INTERSTATE HIGHWAY, THENCE 0.5
 GC0477'MILES SOUTHEAST ON A PAVED ROAD, THENCE 1.8 MILE NORTH AND EAST
 GC0477'ON A PAVED ROAD TO A RAILROAD OVERPASS, THENCE 0.1 MILE EAST ON
 GC0477'THE RAILROAD, AT NEWSOM SIDING, 24.5 FT. NORTHEAST OF THE
 GC0477'NORTHEAST RAIL OF THE MAIN TRACK, 87.5 FT. SOUTHEAST OF THE EAST
 GC0477'CORNER OF A TELEPHONE HOUSE, 39.5 FT. WEST OF POLE 15+38, 19 FT.
 GC0477'SOUTHWEST OF THE CENTER OF A DIM ROAD PARALLELING THE TRACK, A
 GC0477'DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 GC0477'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2398 ***********************************************************************
 FB2398  DESIGNATION -  N 292
 FB2398  PID         -  FB2398
 FB2398  STATE/COUNTY-  TN/BLOUNT
 FB2398  USGS QUAD   -  MARYVILLE (1979)
 FB2398
 FB2398                         *CURRENT SURVEY CONTROL
 FB2398  ___________________________________________________________________
 FB2398* NAD 83(1986)-  35 49 27.     (N)    083 56 21.     (W)     SCALED    
 FB2398* NAVD 88     -       254.101  (meters)     833.66   (feet)  ADJUSTED  
 FB2398  ___________________________________________________________________
 FB2398  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB2398  DYNAMIC HT  -         253.864 (meters)     832.89  (feet)  COMP
 FB2398  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 FB2398
 FB2398  VERT ORDER  -  FIRST     CLASS II
 FB2398
 FB2398.The horizontal coordinates were scaled from a topographic map and have
 FB2398.an estimated accuracy of +/- 6 seconds.
 FB2398
 FB2398.The orthometric height was determined by differential leveling
 FB2398.and adjusted by the National Geodetic Survey in June 1991..
 FB2398
 FB2398.The geoid height was determined by GEOID03.
 FB2398
 FB2398.The dynamic height is computed by dividing the NAVD 88
 FB2398.geopotential number by the normal gravity value computed on the
 FB2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2398.degrees latitude (g = 980.6199 gals.).
 FB2398
 FB2398.The modeled gravity was interpolated from observed gravity values.
 FB2398
 FB2398;                    North         East    Units  Estimated Accuracy
 FB2398;SPC TN       -   167,370.      786,200.      MT  (+/- 180 meters Scaled)
 FB2398
 FB2398                          SUPERSEDED SURVEY CONTROL
 FB2398
 FB2398  NGVD 29 (12/12/91)  254.234  (m)          834.10   (f) ADJUSTED    1 2
 FB2398
 FB2398.Superseded values are not recommended for survey control.
 FB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2398.See file dsdata.txt to determine how the superseded data were derived.
 FB2398
 FB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV344684(NAD 83)
 FB2398_MARKER: DB = BENCH MARK DISK
 FB2398_SETTING: 66 = SET IN ROCK OUTCROP
 FB2398_SP_SET: ROCK OUTCROP
 FB2398_STAMPING: N 292 1983
 FB2398_MARK LOGO: NGS   
 FB2398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2398+STABILITY: POSITION/ELEVATION WELL
 FB2398
 FB2398  HISTORY     - Date     Condition        Report By
 FB2398  HISTORY     - 1983     MONUMENTED       NGS
 FB2398
 FB2398                          STATION DESCRIPTION
 FB2398
 FB2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2398'7.9 KM (4.9 MI) NNE FROM MARYVILLE.
 FB2398'7.9 KM (4.9 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2398'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE MARK ON THE
 FB2398'RIGHT, 40.84 METERS (134.0 FT) NORTH-NORTHWEST OF THE CENTER OF MARTIN
 FB2398'MILL PIKE, 5.90 METERS (19.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 FB2398'HIGHWAY.
 FB2398'THE MARK IS 0.63 METERS  NNW FROM A WITNESS POST.
 FB2398'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1513 ***********************************************************************
 EE1513  DESIGNATION -  N 293
 EE1513  PID         -  EE1513
 EE1513  STATE/COUNTY-  TN/MARION
 EE1513  USGS QUAD   -  NEW HOME (1982)
 EE1513
 EE1513                         *CURRENT SURVEY CONTROL
 EE1513  ___________________________________________________________________
 EE1513* NAD 83(1986)-  34 59 40.     (N)    085 30 34.     (W)     SCALED    
 EE1513* NAVD 88     -       224.570  (meters)     736.78   (feet)  ADJUSTED  
 EE1513  ___________________________________________________________________
 EE1513  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EE1513  DYNAMIC HT  -         224.350 (meters)     736.05  (feet)  COMP
 EE1513  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EE1513
 EE1513  VERT ORDER  -  FIRST     CLASS II
 EE1513
 EE1513.The horizontal coordinates were scaled from a topographic map and have
 EE1513.an estimated accuracy of +/- 6 seconds.
 EE1513
 EE1513.The orthometric height was determined by differential leveling
 EE1513.and adjusted by the National Geodetic Survey in June 1991..
 EE1513
 EE1513.The geoid height was determined by GEOID03.
 EE1513
 EE1513.The dynamic height is computed by dividing the NAVD 88
 EE1513.geopotential number by the normal gravity value computed on the
 EE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1513.degrees latitude (g = 980.6199 gals.).
 EE1513
 EE1513.The modeled gravity was interpolated from observed gravity values.
 EE1513
 EE1513;                    North         East    Units  Estimated Accuracy
 EE1513;SPC TN       -    73,460.      644,790.      MT  (+/- 180 meters Scaled)
 EE1513
 EE1513                          SUPERSEDED SURVEY CONTROL
 EE1513
 EE1513.No superseded survey control is available for this station.
 EE1513
 EE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD360734(NAD 83)
 EE1513_MARKER: I = METAL ROD
 EE1513_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EE1513+WITH SETTING: INFORMATION.
 EE1513_SP_SET: SHALLOW SET METAL ROD
 EE1513_STAMPING: N 293 1983
 EE1513_MARK LOGO: NGS   
 EE1513_PROJECTION: FLUSH
 EE1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1513_ROD/PIPE-DEPTH: 2.7  meters
 EE1513
 EE1513  HISTORY     - Date     Condition        Report By
 EE1513  HISTORY     - 1983     MONUMENTED       NGS
 EE1513
 EE1513                          STATION DESCRIPTION
 EE1513
 EE1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1513'1.5 KM (0.95 MI) NW FROM WHITESIDE.
 EE1513'1.5 KM (0.95 MI) NORTHWEST ALONG STATE HIGHWAY 134 FROM THE POST
 EE1513'OFFICE IN WHITESIDE, 13.29 METERS (43.6 FT) EAST OF THE CENTERLINE OF
 EE1513'THE HIGHWAY, 38.59 METERS (126.6 FT) NORTH OF THE NORTHEAST EDGE OF A
 EE1513'LARGE CULVERT HEADWALL UNDER THE HIGHWAY, 13.11 METERS (43.0 FT) WEST
 EE1513'OF THE WEST SIDE OF A SMALL STREAM, 12.37 METERS (40.6 FT) WEST OF THE
 EE1513'CENTER OF AN 18-INCH DIAMETER OAK TREE, AND 1.82 METERS (6.0 FT)
 EE1513'NORTH-NORTHWEST OF POWERLINE POLE NUMBER HB4122T.  NOTE, THE ROD WAS
 EE1513'DRIVEN TO REFUSAL.
 EE1513'THE MARK IS 0.9 METERS  SSE FROM A WITNESS POST.
 EE1513'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1652 ***********************************************************************
 FC1652  DESIGNATION -  N 294
 FC1652  PID         -  FC1652
 FC1652  STATE/COUNTY-  TN/BRADLEY
 FC1652  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1652
 FC1652                         *CURRENT SURVEY CONTROL
 FC1652  ___________________________________________________________________
 FC1652* NAD 83(1986)-  35 08 31.     (N)    084 55 29.     (W)     SCALED    
 FC1652* NAVD 88     -       236.192  (meters)     774.91   (feet)  ADJUSTED  
 FC1652  ___________________________________________________________________
 FC1652  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1652  DYNAMIC HT  -         235.958 (meters)     774.14  (feet)  COMP
 FC1652  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 FC1652
 FC1652  VERT ORDER  -  FIRST     CLASS II
 FC1652
 FC1652.The horizontal coordinates were scaled from a topographic map and have
 FC1652.an estimated accuracy of +/- 6 seconds.
 FC1652
 FC1652.The orthometric height was determined by differential leveling
 FC1652.and adjusted by the National Geodetic Survey in June 1991..
 FC1652
 FC1652.The geoid height was determined by GEOID03.
 FC1652
 FC1652.The dynamic height is computed by dividing the NAVD 88
 FC1652.geopotential number by the normal gravity value computed on the
 FC1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1652.degrees latitude (g = 980.6199 gals.).
 FC1652
 FC1652.The modeled gravity was interpolated from observed gravity values.
 FC1652
 FC1652;                    North         East    Units  Estimated Accuracy
 FC1652;SPC TN       -    90,260.      697,990.      MT  (+/- 180 meters Scaled)
 FC1652
 FC1652                          SUPERSEDED SURVEY CONTROL
 FC1652
 FC1652.No superseded survey control is available for this station.
 FC1652
 FC1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD890907(NAD 83)
 FC1652_MARKER: I = METAL ROD
 FC1652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1652_SP_SET: STAINLESS STEEL ROD
 FC1652_STAMPING: N 294 1983
 FC1652_MARK LOGO: NGS   
 FC1652_PROJECTION: FLUSH
 FC1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1652_ROD/PIPE-DEPTH: 4.3  meters
 FC1652
 FC1652  HISTORY     - Date     Condition        Report By
 FC1652  HISTORY     - 1983     MONUMENTED       NGS
 FC1652
 FC1652                          STATION DESCRIPTION
 FC1652
 FC1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1652'3.2 KM (2.0 MI) SW FROM CLEVELAND.
 FC1652'3.2 KM (2.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1652'HIGHWAY) FROM THE UNITED CHRISTIAN CHURCH IN CLEVELAND, SET IN THE
 FC1652'SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 11 AND 64 AND U.S.
 FC1652'HIGHWAY 64 BY-PASS, 18.34 METERS (60.2 FT) SOUTH-SOUTHEAST OF THE
 FC1652'CENTERLINE OF U.S. HIGHWAY 11 AND 64 NORTHEAST BOUND, 20.72 METERS
 FC1652'(68.0 FT) SOUTH OF THE CENTER OF AN ON-RAMP (U.S. HIGHWAY 64 BY-PASS),
 FC1652'12.50 METERS (41.0 FT) EAST OF THE NORTHEAST CORNER OF A WIRE FENCE,
 FC1652'12.10 METERS (39.6 FT) EAST OF THE CENTER OF A BELL SYSTEM MANHOLE
 FC1652'COVER, AND 0.80 METERS (2.5 FT) WEST OF A POWERLINE POLE WITH FOUR GUY
 FC1652'WIRES.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1652'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FC1652'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2389 ***********************************************************************
 FB2389  DESIGNATION -  N 295
 FB2389  PID         -  FB2389
 FB2389  STATE/COUNTY-  TN/BLOUNT
 FB2389  USGS QUAD   -  CALDERWOOD (1964)
 FB2389
 FB2389                         *CURRENT SURVEY CONTROL
 FB2389  ___________________________________________________________________
 FB2389* NAD 83(1986)-  35 33 19.     (N)    083 59 55.     (W)     SCALED    
 FB2389* NAVD 88     -       269.522  (meters)     884.26   (feet)  ADJUSTED  
 FB2389  ___________________________________________________________________
 FB2389  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FB2389  DYNAMIC HT  -         269.261 (meters)     883.40  (feet)  COMP
 FB2389  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FB2389
 FB2389  VERT ORDER  -  FIRST     CLASS II
 FB2389
 FB2389.The horizontal coordinates were scaled from a topographic map and have
 FB2389.an estimated accuracy of +/- 6 seconds.
 FB2389
 FB2389.The orthometric height was determined by differential leveling
 FB2389.and adjusted by the National Geodetic Survey in June 1991..
 FB2389
 FB2389.The geoid height was determined by GEOID03.
 FB2389
 FB2389.The dynamic height is computed by dividing the NAVD 88
 FB2389.geopotential number by the normal gravity value computed on the
 FB2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2389.degrees latitude (g = 980.6199 gals.).
 FB2389
 FB2389.The modeled gravity was interpolated from observed gravity values.
 FB2389
 FB2389;                    North         East    Units  Estimated Accuracy
 FB2389;SPC TN       -   137,430.      781,440.      MT  (+/- 180 meters Scaled)
 FB2389
 FB2389                          SUPERSEDED SURVEY CONTROL
 FB2389
 FB2389  NGVD 29 (12/12/91)  269.631  (m)          884.61   (f) ADJUSTED    1 2
 FB2389
 FB2389.Superseded values are not recommended for survey control.
 FB2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2389.See file dsdata.txt to determine how the superseded data were derived.
 FB2389
 FB2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV281387(NAD 83)
 FB2389_MARKER: DB = BENCH MARK DISK
 FB2389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2389_SP_SET: BRIDGE ABUTMENT
 FB2389_STAMPING: N 295 1983
 FB2389_MARK LOGO: NGS   
 FB2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2389+STABILITY: SURFACE MOTION
 FB2389
 FB2389  HISTORY     - Date     Condition        Report By
 FB2389  HISTORY     - 1983     MONUMENTED       NGS
 FB2389
 FB2389                          STATION DESCRIPTION
 FB2389
 FB2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2389'7.2 KM (4.5 MI) EAST FROM TALLASSEE.
 FB2389'7.2 KM (4.5 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2389'TALLASSEE TO THE MARK ON THE RIGHT, AT THE SOUTHEAST END OF THE
 FB2389'HIGHWAY BRIDGE OVER ABRAMS CREEK, 5.49 METERS (18.0 FT) SOUTH OF THE
 FB2389'CENTERLINE OF THE HIGHWAY, 3.29 METERS (10.8 FT) NORTHWEST OF
 FB2389'TELEPHONE POLE WITH JUNCTION BOX 106 WITH ONE GUY WIRE.
 FB2389'THE MARK IS 0.20 METERS  W FROM A WITNESS POST.
 FB2389'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2125 ***********************************************************************
 FE2125  DESIGNATION -  N 297
 FE2125  PID         -  FE2125
 FE2125  STATE/COUNTY-  TN/MCNAIRY
 FE2125  USGS QUAD   -  CHEWALLA (1983)
 FE2125
 FE2125                         *CURRENT SURVEY CONTROL
 FE2125  ___________________________________________________________________
 FE2125* NAD 83(1986)-  35 04 09.     (N)    088 40 40.     (W)     SCALED    
 FE2125* NAVD 88     -       130.479  (meters)     428.08   (feet)  ADJUSTED  
 FE2125  ___________________________________________________________________
 FE2125  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2125  DYNAMIC HT  -         130.355 (meters)     427.67  (feet)  COMP
 FE2125  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FE2125
 FE2125  VERT ORDER  -  FIRST     CLASS II
 FE2125
 FE2125.The horizontal coordinates were scaled from a topographic map and have
 FE2125.an estimated accuracy of +/- 6 seconds.
 FE2125
 FE2125.The orthometric height was determined by differential leveling
 FE2125.and adjusted by the National Geodetic Survey in June 1991..
 FE2125
 FE2125.The geoid height was determined by GEOID03.
 FE2125
 FE2125.The dynamic height is computed by dividing the NAVD 88
 FE2125.geopotential number by the normal gravity value computed on the
 FE2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2125.degrees latitude (g = 980.6199 gals.).
 FE2125
 FE2125.The modeled gravity was interpolated from observed gravity values.
 FE2125
 FE2125;                    North         East    Units  Estimated Accuracy
 FE2125;SPC TN       -    84,980.      355,780.      MT  (+/- 180 meters Scaled)
 FE2125
 FE2125                          SUPERSEDED SURVEY CONTROL
 FE2125
 FE2125.No superseded survey control is available for this station.
 FE2125
 FE2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD470820(NAD 83)
 FE2125_MARKER: I = METAL ROD
 FE2125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2125_SP_SET: STAINLESS STEEL ROD
 FE2125_STAMPING: N 297 1983
 FE2125_MARK LOGO: NGS   
 FE2125_PROJECTION: FLUSH
 FE2125_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2125+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2125_ROD/PIPE-DEPTH: 9.75 meters
 FE2125
 FE2125  HISTORY     - Date     Condition        Report By
 FE2125  HISTORY     - 1983     MONUMENTED       NGS
 FE2125  HISTORY     - 19970430 GOOD             USE
 FE2125  HISTORY     - 20020918 GOOD             USACE
 FE2125
 FE2125                          STATION DESCRIPTION
 FE2125
 FE2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2125'5.3 KM (3.3 MI) WEST FROM RAMER.
 FE2125'5.3 KM (3.3 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2125'RAMER, TO THE MARK ON THE RIGHT, 12.41 METERS (40.7 FT) NORTH OF THE
 FE2125'CENTERLINE OF THE HIGHWAY, 19.69 METERS (64.6 FT) SOUTHEAST OF THE
 FE2125'SOUTHEAST CORNER OF A SMALL SHED, 8.32 METERS (27.3 FT) EAST-NORTHEAST
 FE2125'OF A 1 FOOT DIAMETER METAL CULVERT, 0.91 METER (3.0 FT) SOUTH OF
 FE2125'POWERLINE POLE NUMBER 142, AND 4.42 METERS (14.5 FT) NORTH OF A GUY
 FE2125'WIRE ANCHOR FOR POWERLINE POLE.
 FE2125'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2125'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2125
 FE2125                          STATION RECOVERY (1997)
 FE2125
 FE2125'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2125'AS DESCRIBED.
 FE2125
 FE2125                          STATION RECOVERY (2002)
 FE2125
 FE2125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2151 ***********************************************************************
 FE2151  CBN         -  This is a Cooperative Base Network Control Station.
 FE2151  DESIGNATION -  N 298
 FE2151  PID         -  FE2151
 FE2151  STATE/COUNTY-  TN/HARDEMAN
 FE2151  USGS QUAD   -  SAULSBURY (1981)
 FE2151
 FE2151                         *CURRENT SURVEY CONTROL
 FE2151  ___________________________________________________________________
 FE2151* NAD 83(1995)-  35 03 05.08828(N)    089 04 42.70521(W)     ADJUSTED  
 FE2151* NAVD 88     -       148.937  (meters)     488.64   (feet)  ADJUSTED  
 FE2151  ___________________________________________________________________
 FE2151  X           -      84,064.702 (meters)                     COMP
 FE2151  Y           -  -5,226,576.332 (meters)                     COMP
 FE2151  Z           -   3,642,607.357 (meters)                     COMP
 FE2151  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2151  ELLIP HEIGHT-         121.17  (meters)          (08/03/04) GPS OBS
 FE2151  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2151  DYNAMIC HT  -         148.795 (meters)     488.17  (feet)  COMP
 FE2151  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 FE2151
 FE2151  HORZ ORDER  -  A
 FE2151  VERT ORDER  -  FIRST     CLASS II
 FE2151  ELLP ORDER  -  FOURTH    CLASS I
 FE2151
 FE2151.The horizontal coordinates were established by GPS observations
 FE2151.and adjusted by the National Geodetic Survey in August 2004..
 FE2151
 FE2151.The orthometric height was determined by differential leveling
 FE2151.and adjusted by the National Geodetic Survey in June 1991..
 FE2151
 FE2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2151
 FE2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2151
 FE2151.The ellipsoidal height was determined by GPS observations
 FE2151.and is referenced to NAD 83.
 FE2151
 FE2151.The geoid height was determined by GEOID03.
 FE2151
 FE2151.The dynamic height is computed by dividing the NAVD 88
 FE2151.geopotential number by the normal gravity value computed on the
 FE2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2151.degrees latitude (g = 980.6199 gals.).
 FE2151
 FE2151.The modeled gravity was interpolated from observed gravity values.
 FE2151
 FE2151;                    North         East     Units Scale Factor Converg.
 FE2151;SPC TN       -    84,089.391   319,177.406   MT  1.00004098   -1 48 08.3
 FE2151;SPC TN       -   275,883.28  1,047,167.87   sFT  1.00004098   -1 48 08.3
 FE2151;UTM  16      - 3,880,719.886   310,435.211   MT  1.00004289   -1 11 38.7
 FE2151
 FE2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2151!SPC TN       -   0.99998098  x   1.00004098  =   1.00002196
 FE2151!UTM  16      -   0.99998098  x   1.00004289  =   1.00002387
 FE2151
 FE2151                          SUPERSEDED SURVEY CONTROL
 FE2151
 FE2151  NAVD 88 (08/03/04)  148.94   (m)          488.6    (f) LEVELING    3  
 FE2151
 FE2151.Superseded values are not recommended for survey control.
 FE2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2151.See file dsdata.txt to determine how the superseded data were derived.
 FE2151
 FE2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1043580720(NAD 83)
 FE2151_MARKER: I = METAL ROD
 FE2151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2151_SP_SET: STAINLESS STEEL ROD
 FE2151_STAMPING: N 298 1983
 FE2151_MARK LOGO: NGS   
 FE2151_PROJECTION: FLUSH
 FE2151_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2151+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2151_ROD/PIPE-DEPTH: 6.70 meters
 FE2151
 FE2151  HISTORY     - Date     Condition        Report By
 FE2151  HISTORY     - 1983     MONUMENTED       NGS
 FE2151  HISTORY     - 20020923 GOOD             USACE
 FE2151  HISTORY     - 20031010 GOOD             TNDT
 FE2151  HISTORY     - 20040712 GOOD             USPSQD
 FE2151
 FE2151                          STATION DESCRIPTION
 FE2151
 FE2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2151'1.4 KM (0.8 MI) EAST FROM SAULSBURY.
 FE2151'1.4 KM (0.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2151'SAULSBURY TO THE MARK ON THE RIGHT, 15.03 METERS (49.3 FT) SOUTH OF
 FE2151'THE CENTERLINE OF THE HIGHWAY, 22.92 METERS (75.2 FT) EAST OF A
 FE2151'CONCRETE RIGHT OF WAY MARKER, 22.28 METERS (73.1 FT) EAST OF THE
 FE2151'NORTHWEST CORNER OF A CHAIN LINK FENCE, 7.47 METERS (24.5 FT) SOUTH OF
 FE2151'A 2 FOOT DIAMETER CONCRETE CULVERT UNDER THE DRIVE TO A METAL
 FE2151'BUILDING, 3.84 METERS (12.6 FT) WEST OF THE APPROXIMATE CENTER OF THE
 FE2151'DRIVE TO THE BUILDING, AND 0.46 METER (1.5 FT) NORTH OF THE CHAIN
 FE2151'LINK FENCE.
 FE2151'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2151'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2151
 FE2151                          STATION RECOVERY (2002)
 FE2151
 FE2151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2151'RECOVERED IN GOOD CONDITION.
 FE2151
 FE2151                          STATION RECOVERY (2003)
 FE2151
 FE2151'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2151'RECOVERED AS DESCRIBED.
 FE2151
 FE2151                          STATION RECOVERY (2004)
 FE2151
 FE2151'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2178 ***********************************************************************
 FE2178  DESIGNATION -  N 299
 FE2178  PID         -  FE2178
 FE2178  STATE/COUNTY-  TN/FAYETTE
 FE2178  USGS QUAD   -  ROSSVILLE (1981)
 FE2178
 FE2178                         *CURRENT SURVEY CONTROL
 FE2178  ___________________________________________________________________
 FE2178* NAD 83(1986)-  35 02 39.     (N)    089 35 29.     (W)     SCALED    
 FE2178* NAVD 88     -        98.869  (meters)     324.37   (feet)  ADJUSTED  
 FE2178  ___________________________________________________________________
 FE2178  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2178  DYNAMIC HT  -          98.776 (meters)     324.07  (feet)  COMP
 FE2178  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 FE2178
 FE2178  VERT ORDER  -  FIRST     CLASS II
 FE2178
 FE2178.The horizontal coordinates were scaled from a topographic map and have
 FE2178.an estimated accuracy of +/- 6 seconds.
 FE2178
 FE2178.The orthometric height was determined by differential leveling
 FE2178.and adjusted by the National Geodetic Survey in June 1991..
 FE2178
 FE2178.The geoid height was determined by GEOID03.
 FE2178
 FE2178.The dynamic height is computed by dividing the NAVD 88
 FE2178.geopotential number by the normal gravity value computed on the
 FE2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2178.degrees latitude (g = 980.6199 gals.).
 FE2178
 FE2178.The modeled gravity was interpolated from observed gravity values.
 FE2178
 FE2178;                    North         East    Units  Estimated Accuracy
 FE2178;SPC TN       -    84,880.      272,380.      MT  (+/- 180 meters Scaled)
 FE2178
 FE2178                          SUPERSEDED SURVEY CONTROL
 FE2178
 FE2178.No superseded survey control is available for this station.
 FE2178
 FE2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD636810(NAD 83)
 FE2178_MARKER: I = METAL ROD
 FE2178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2178_SP_SET: STAINLESS STEEL ROD
 FE2178_STAMPING: N 299 1983
 FE2178_MARK LOGO: NGS   
 FE2178_PROJECTION: FLUSH
 FE2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2178_ROD/PIPE-DEPTH: 12.2 meters
 FE2178
 FE2178  HISTORY     - Date     Condition        Report By
 FE2178  HISTORY     - 1983     MONUMENTED       NGS
 FE2178  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2178
 FE2178                          STATION DESCRIPTION
 FE2178
 FE2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2178'5.0 KM (3.1 MI) WEST FROM ROSSVILLE.
 FE2178'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2178'ROSSVILLE, THENCE 4.4 KM (2.75 MI) WEST ALONG STATE HIGHWAY 57, AT A
 FE2178'BRIDGE OVER RUSSELL CREEK, 5.27 METERS (17.3 FT) NORTH OF THE
 FE2178'CENTERLINE OF THE HIGHWAY, AND 1.46 METERS (4.8 FT) WEST-NORTHWEST OF
 FE2178'THE NORTHWEST CORNER OF THE BRIDGE.
 FE2178'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2178'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2178
 FE2178                          STATION RECOVERY (2002)
 FE2178
 FE2178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2178'SUSPECTED DESTROYED DUE TO NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1192 ***********************************************************************
 FD1192  DESIGNATION -  N 30
 FD1192  PID         -  FD1192
 FD1192  STATE/COUNTY-  TN/PERRY
 FD1192  USGS QUAD   -  POPE (1973)
 FD1192
 FD1192                         *CURRENT SURVEY CONTROL
 FD1192  ___________________________________________________________________
 FD1192* NAD 83(1986)-  35 37 19.     (N)    087 55 57.     (W)     SCALED    
 FD1192* NAVD 88     -       141.478  (meters)     464.17   (feet)  ADJUSTED  
 FD1192  ___________________________________________________________________
 FD1192  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1192  DYNAMIC HT  -         141.352 (meters)     463.75  (feet)  COMP
 FD1192  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FD1192
 FD1192  VERT ORDER  -  FIRST     CLASS II
 FD1192
 FD1192.The horizontal coordinates were scaled from a topographic map and have
 FD1192.an estimated accuracy of +/- 6 seconds.
 FD1192
 FD1192.The orthometric height was determined by differential leveling
 FD1192.and adjusted by the National Geodetic Survey in June 1991..
 FD1192
 FD1192.The geoid height was determined by GEOID03.
 FD1192
 FD1192.The dynamic height is computed by dividing the NAVD 88
 FD1192.geopotential number by the normal gravity value computed on the
 FD1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1192.degrees latitude (g = 980.6199 gals.).
 FD1192
 FD1192.The modeled gravity was interpolated from observed gravity values.
 FD1192
 FD1192;                    North         East    Units  Estimated Accuracy
 FD1192;SPC TN       -   144,700.      424,950.      MT  (+/- 180 meters Scaled)
 FD1192
 FD1192                          SUPERSEDED SURVEY CONTROL
 FD1192
 FD1192  NGVD 29 (??/??/92)  141.483  (m)          464.18   (f) ADJ UNCH    1 2
 FD1192
 FD1192.Superseded values are not recommended for survey control.
 FD1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1192.See file dsdata.txt to determine how the superseded data were derived.
 FD1192
 FD1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE155424(NAD 83)
 FD1192_MARKER: DB = BENCH MARK DISK
 FD1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1192_STAMPING: N 30 1934
 FD1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1192+STABILITY: SURFACE MOTION
 FD1192
 FD1192  HISTORY     - Date     Condition        Report By
 FD1192  HISTORY     - 1934     MONUMENTED       CGS
 FD1192  HISTORY     - 1949     GOOD             NGS
 FD1192  HISTORY     - 1975     GOOD             TVA
 FD1192
 FD1192                          STATION DESCRIPTION
 FD1192
 FD1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1192'3.7 MI E FROM POPE.
 FD1192'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1192'CEMETERY AT POPE, ABOUT 0.1 MILE EAST OF A CONCRETE BRIDGE WITH
 FD1192'BANISTERS, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FD1192'1 FOOT NORTH OF THE R/W FENCE LINE, 11 FEET WEST OF A FENCE
 FD1192'CORNER (RAIL FENCE NORTH), 25.5 FEET WEST OF THE CENTER OF A
 FD1192'GATE, ABOUT 20 YARDS WEST OF THE WEST END OF A LARGE BENCH CUT,
 FD1192'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1192'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 FD1192'INCHES.
 FD1192
 FD1192                          STATION RECOVERY (1975)
 FD1192
 FD1192'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1192'IN DESCRIPTION OF MARKER. DELETE THE FOLLOWING PORTIONS. 1. 11 FT.
 FD1192'WEST OF FENCE COR (RAIL FENCE NORTH) 2. 1.5 FT. N OF A WHITE WOOD
 FD1192'WITNESS POST. ADD TO DESCRIPTION-- STEEL FENCE POST AND SIGN SET IN
 FD1192'F/L 1.0 FT. S OF MARKER. REFS-- 2.6 E TO 6 IN. CEDAR 8.7 W TO 10 IN.
 FD1192'HACKBERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1365 ***********************************************************************
 FD1365  DESIGNATION -  N 301
 FD1365  PID         -  FD1365
 FD1365  STATE/COUNTY-  TN/LAWRENCE
 FD1365  USGS QUAD   -  ETHRIDGE (1988)
 FD1365
 FD1365                         *CURRENT SURVEY CONTROL
 FD1365  ___________________________________________________________________
 FD1365* NAD 83(1986)-  35 15 08.     (N)    087 19 36.     (W)     SCALED    
 FD1365* NAVD 88     -       277.904  (meters)     911.76   (feet)  ADJUSTED  
 FD1365  ___________________________________________________________________
 FD1365  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD1365  DYNAMIC HT  -         277.640 (meters)     910.89  (feet)  COMP
 FD1365  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 FD1365
 FD1365  VERT ORDER  -  FIRST     CLASS II
 FD1365
 FD1365.The horizontal coordinates were scaled from a topographic map and have
 FD1365.an estimated accuracy of +/- 6 seconds.
 FD1365
 FD1365.The orthometric height was determined by differential leveling
 FD1365.and adjusted by the National Geodetic Survey in June 1991..
 FD1365
 FD1365.The geoid height was determined by GEOID03.
 FD1365
 FD1365.The dynamic height is computed by dividing the NAVD 88
 FD1365.geopotential number by the normal gravity value computed on the
 FD1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1365.degrees latitude (g = 980.6199 gals.).
 FD1365
 FD1365.The modeled gravity was interpolated from observed gravity values.
 FD1365
 FD1365;                    North         East    Units  Estimated Accuracy
 FD1365;SPC TN       -   102,770.      479,270.      MT  (+/- 180 meters Scaled)
 FD1365
 FD1365                          SUPERSEDED SURVEY CONTROL
 FD1365
 FD1365.No superseded survey control is available for this station.
 FD1365
 FD1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE702010(NAD 83)
 FD1365_MARKER: I = METAL ROD
 FD1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1365_SP_SET: STAINLESS STEEL ROD
 FD1365_STAMPING: N 301 1984
 FD1365_MARK LOGO: NGS   
 FD1365_PROJECTION: FLUSH
 FD1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1365_ROD/PIPE-DEPTH: 6.10 meters
 FD1365
 FD1365  HISTORY     - Date     Condition        Report By
 FD1365  HISTORY     - 1984     MONUMENTED       NGS
 FD1365
 FD1365                          STATION DESCRIPTION
 FD1365
 FD1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1365'1.7 KM (1.05 MI) NORTH FROM LAWRENCEBURG.
 FD1365'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1365'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1365'THENCE 1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE
 FD1365'LAWRENCEBURG MONUMENT COMPANY AND THE MARK ON THE LEFT, 20.15 METERS
 FD1365'(66.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.19 METERS
 FD1365'(56.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING (AT
 FD1365'PRESENT A CAR WASH), 8.17 METERS (26.8 FT) NORTH OF THE APPROXIMATE
 FD1365'CENTER OF THE NORTH ENTRANCE TO THE MONUMENT COMPANY, AND 0.61 METERS
 FD1365'(2.0 FT) SOUTH OF A LIGHT POLE.
 FD1365'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 FD1365'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1396 ***********************************************************************
 FD1396  DESIGNATION -  N 302
 FD1396  PID         -  FD1396
 FD1396  STATE/COUNTY-  TN/WILLIAMSON
 FD1396  USGS QUAD   -  SPRING HILL (1979)
 FD1396
 FD1396                         *CURRENT SURVEY CONTROL
 FD1396  ___________________________________________________________________
 FD1396* NAD 83(1986)-  35 52 22.     (N)    086 53 01.     (W)     SCALED    
 FD1396* NAVD 88     -       237.076  (meters)     777.81   (feet)  ADJUSTED  
 FD1396  ___________________________________________________________________
 FD1396  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1396  DYNAMIC HT  -         236.867 (meters)     777.12  (feet)  COMP
 FD1396  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FD1396
 FD1396  VERT ORDER  -  FIRST     CLASS II
 FD1396
 FD1396.The horizontal coordinates were scaled from a topographic map and have
 FD1396.an estimated accuracy of +/- 6 seconds.
 FD1396
 FD1396.The orthometric height was determined by differential leveling
 FD1396.and adjusted by the National Geodetic Survey in June 1991..
 FD1396
 FD1396.The geoid height was determined by GEOID03.
 FD1396
 FD1396.The dynamic height is computed by dividing the NAVD 88
 FD1396.geopotential number by the normal gravity value computed on the
 FD1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1396.degrees latitude (g = 980.6199 gals.).
 FD1396
 FD1396.The modeled gravity was interpolated from observed gravity values.
 FD1396
 FD1396;                    North         East    Units  Estimated Accuracy
 FD1396;SPC TN       -   171,160.      520,210.      MT  (+/- 180 meters Scaled)
 FD1396
 FD1396                          SUPERSEDED SURVEY CONTROL
 FD1396
 FD1396.No superseded survey control is available for this station.
 FD1396
 FD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105698(NAD 83)
 FD1396_MARKER: DB = BENCH MARK DISK
 FD1396_SETTING: 66 = SET IN ROCK OUTCROP
 FD1396_SP_SET: ROCK OUTCROP
 FD1396_STAMPING: N 302 1984
 FD1396_MARK LOGO: NGS   
 FD1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1396+STABILITY: POSITION/ELEVATION WELL
 FD1396
 FD1396  HISTORY     - Date     Condition        Report By
 FD1396  HISTORY     - 1984     MONUMENTED       NGS
 FD1396
 FD1396                          STATION DESCRIPTION
 FD1396
 FD1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1396'6.0 KM (3.7 MI) SOUTH FROM FRANKLIN.
 FD1396'6.0 KM (3.7 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1396'FRANKLIN, SET IN TOP OF ROCK OUTCROP AT THE SOUTHEAST CORNER OF THE
 FD1396'BUILDING BY COLEMAN ROAD AT THE WEST HARPETH PRIMITIVE BAPTIST CHURCH,
 FD1396'16.97 METERS (55.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1396'10.97 METERS (36.0 FT) NORTH OF THE CENTER OF COLEMAN ROAD,
 FD1396'4.17 METERS (13.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD1396'BUILDING, 29.07 METERS (95.4 FT) SOUTH OF THE CENTER OF TWO DOORS AT
 FD1396'THE MAIN ENTRANCE TO THE MAIN CHURCH, AND 7.52 METERS (24.7 FT)
 FD1396'WEST-SOUTHWEST OF A TELEPHONE POLE NUMBER 943.
 FD1396'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2023 ***********************************************************************
 GC2023  DESIGNATION -  N 303
 GC2023  PID         -  GC2023
 GC2023  STATE/COUNTY-  TN/MONTGOMERY
 GC2023  USGS QUAD   -  CLARKSVILLE (1984)
 GC2023
 GC2023                         *CURRENT SURVEY CONTROL
 GC2023  ___________________________________________________________________
 GC2023* NAD 83(1986)-  36 32 29.     (N)    087 20 14.     (W)     SCALED    
 GC2023* NAVD 88     -       120.108  (meters)     394.05   (feet)  ADJUSTED  
 GC2023  ___________________________________________________________________
 GC2023  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2023  DYNAMIC HT  -         120.008 (meters)     393.73  (feet)  COMP
 GC2023  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GC2023
 GC2023  VERT ORDER  -  FIRST     CLASS II
 GC2023
 GC2023.The horizontal coordinates were scaled from a topographic map and have
 GC2023.an estimated accuracy of +/- 6 seconds.
 GC2023
 GC2023.The orthometric height was determined by differential leveling
 GC2023.and adjusted by the National Geodetic Survey in June 1991..
 GC2023
 GC2023.The geoid height was determined by GEOID03.
 GC2023
 GC2023.The dynamic height is computed by dividing the NAVD 88
 GC2023.geopotential number by the normal gravity value computed on the
 GC2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2023.degrees latitude (g = 980.6199 gals.).
 GC2023
 GC2023.The modeled gravity was interpolated from observed gravity values.
 GC2023
 GC2023;                    North         East    Units  Estimated Accuracy
 GC2023;SPC TN       -   245,810.      480,260.      MT  (+/- 180 meters Scaled)
 GC2023
 GC2023                          SUPERSEDED SURVEY CONTROL
 GC2023
 GC2023.No superseded survey control is available for this station.
 GC2023
 GC2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF698440(NAD 83)
 GC2023_MARKER: I = METAL ROD
 GC2023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2023_SP_SET: STAINLESS STEEL ROD
 GC2023_STAMPING: N 303 1984
 GC2023_MARK LOGO: NGS   
 GC2023_PROJECTION: FLUSH
 GC2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2023_ROD/PIPE-DEPTH: 8.53 meters
 GC2023
 GC2023  HISTORY     - Date     Condition        Report By
 GC2023  HISTORY     - 1984     MONUMENTED       NGS
 GC2023
 GC2023                          STATION DESCRIPTION
 GC2023
 GC2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2023'4.9 KM (3.05 MI) NE FROM CLARKSVILLE.
 GC2023'0.6 KM (0.4 MI) NORTH-NORTHWEST ALONG THIRD STREET FROM THE POST
 GC2023'OFFICE IN CLARKSVILLE, THENCE 0.1 KM (0.05 MI) WEST SOUTHWEST ALONG
 GC2023'COLLEGE STREET, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG SECOND STREET,
 GC2023'THENCE 2.6 KM (1.6 MI) EAST ALONG KROFT STREET, THENCE 0.3 KM (0.2 MI)
 GC2023'NORTHEAST ALONG U.S. HIGHWAY 79 TO THE MARK ON THE LEFT, ALSO 3.4 KM
 GC2023'(2.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE IN ST.
 GC2023'BETHLEHEM, 15.18 METERS (49.8 FT) WEST OF THE CENTERLINE OF THE
 GC2023'HIGHWAY, 33.13 METERS (108.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 GC2023'A GAS STATION BUILDING, 9.57 METERS (31.4 FT) EAST-NORTHEAST OF THE
 GC2023'EAST END OF A CHAIN LINK FENCE, AND 3.29 METERS (10.8 FT) SOUTHWEST OF
 GC2023'THE METAL POST SUPPORTING THE KAYO GAS STATION SIGN.
 GC2023'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 GC2023'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1984 ***********************************************************************
 GC1984  DESIGNATION -  N 304
 GC1984  PID         -  GC1984
 GC1984  STATE/COUNTY-  TN/CHEATHAM
 GC1984  USGS QUAD   -  ASHLAND CITY (1987)
 GC1984
 GC1984                         *CURRENT SURVEY CONTROL
 GC1984  ___________________________________________________________________
 GC1984* NAD 83(1986)-  36 16 46.     (N)    087 04 03.     (W)     SCALED    
 GC1984* NAVD 88     -       131.507  (meters)     431.45   (feet)  ADJUSTED  
 GC1984  ___________________________________________________________________
 GC1984  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1984  DYNAMIC HT  -         131.397 (meters)     431.09  (feet)  COMP
 GC1984  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GC1984
 GC1984  VERT ORDER  -  FIRST     CLASS II
 GC1984
 GC1984.The horizontal coordinates were scaled from a topographic map and have
 GC1984.an estimated accuracy of +/- 6 seconds.
 GC1984
 GC1984.The orthometric height was determined by differential leveling
 GC1984.and adjusted by the National Geodetic Survey in June 1991..
 GC1984
 GC1984.The geoid height was determined by GEOID03.
 GC1984
 GC1984.The dynamic height is computed by dividing the NAVD 88
 GC1984.geopotential number by the normal gravity value computed on the
 GC1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1984.degrees latitude (g = 980.6199 gals.).
 GC1984
 GC1984.The modeled gravity was interpolated from observed gravity values.
 GC1984
 GC1984;                    North         East    Units  Estimated Accuracy
 GC1984;SPC TN       -   216,450.      504,100.      MT  (+/- 180 meters Scaled)
 GC1984
 GC1984                          SUPERSEDED SURVEY CONTROL
 GC1984
 GC1984.No superseded survey control is available for this station.
 GC1984
 GC1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF939149(NAD 83)
 GC1984_MARKER: I = METAL ROD
 GC1984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1984_SP_SET: STAINLESS STEEL ROD
 GC1984_STAMPING: N 304 1984
 GC1984_MARK LOGO: NGS   
 GC1984_PROJECTION: RECESSED 3 CENTIMETERS
 GC1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1984_ROD/PIPE-DEPTH: 3.66 meters
 GC1984
 GC1984  HISTORY     - Date     Condition        Report By
 GC1984  HISTORY     - 1984     MONUMENTED       NGS
 GC1984
 GC1984                          STATION DESCRIPTION
 GC1984
 GC1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1984'IN ASHLAND CITY.
 GC1984'IN ASHLAND CITY, 0.7 KM (0.45 MI) NORTHWEST ALONG STATE HIGHWAY 12
 GC1984'FROM THE COUNTY COURTHOUSE IN ASHLAND CITY TO THE FIRST BAPTIST CHURCH
 GC1984'AND THE MARK ON THE RIGHT, 17.71 METERS (58.1 FT) NORTHEAST OF THE
 GC1984'CENTERLINE OF THE HIGHWAY, 47.30 METERS (155.2 FT) SOUTHWEST OF THE
 GC1984'NORTHWEST CORNER OF THE CHURCH PORTION OF THE FIRST BAPTIST CHURCH,
 GC1984'11.08 METERS (62.6 FT) NORTHWEST OF THE APPROXIMATE CENTER OF
 GC1984'SOUTHEAST DRIVEWAY LEADING TO THE CHURCH, 9.66 METERS (31.7 FT)
 GC1984'SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTHWEST DRIVEWAY TO THE
 GC1984'CHURCH, AND 0.49 METERS 1.6 FT) NORTHWEST OF THE NORTHWEST END OF A
 GC1984'2.5 FT HIGH BRICK WALL WITH A BELL BEHIND IT.
 GC1984'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2011 ***********************************************************************
 GC2011  DESIGNATION -  N 305
 GC2011  PID         -  GC2011
 GC2011  STATE/COUNTY-  TN/MONTGOMERY
 GC2011  USGS QUAD   -  EXCELL (1983)
 GC2011
 GC2011                         *CURRENT SURVEY CONTROL
 GC2011  ___________________________________________________________________
 GC2011* NAD 83(1986)-  36 29 28.     (N)    087 15 56.     (W)     SCALED    
 GC2011* NAVD 88     -       174.947  (meters)     573.97   (feet)  ADJUSTED  
 GC2011  ___________________________________________________________________
 GC2011  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2011  DYNAMIC HT  -         174.802 (meters)     573.50  (feet)  COMP
 GC2011  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GC2011
 GC2011  VERT ORDER  -  FIRST     CLASS II
 GC2011
 GC2011.The horizontal coordinates were scaled from a topographic map and have
 GC2011.an estimated accuracy of +/- 6 seconds.
 GC2011
 GC2011.The orthometric height was determined by differential leveling
 GC2011.and adjusted by the National Geodetic Survey in June 1991..
 GC2011
 GC2011.The geoid height was determined by GEOID03.
 GC2011
 GC2011.The dynamic height is computed by dividing the NAVD 88
 GC2011.geopotential number by the normal gravity value computed on the
 GC2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2011.degrees latitude (g = 980.6199 gals.).
 GC2011
 GC2011.The modeled gravity was interpolated from observed gravity values.
 GC2011
 GC2011;                    North         East    Units  Estimated Accuracy
 GC2011;SPC TN       -   240,140.      486,610.      MT  (+/- 180 meters Scaled)
 GC2011
 GC2011                          SUPERSEDED SURVEY CONTROL
 GC2011
 GC2011.No superseded survey control is available for this station.
 GC2011
 GC2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF762384(NAD 83)
 GC2011_MARKER: I = METAL ROD
 GC2011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2011_SP_SET: STAINLESS STEEL ROD
 GC2011_STAMPING: N 305 1984
 GC2011_MARK LOGO: NGS   
 GC2011_PROJECTION: FLUSH
 GC2011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2011_ROD/PIPE-DEPTH: 6.10 meters
 GC2011
 GC2011  HISTORY     - Date     Condition        Report By
 GC2011  HISTORY     - 1984     MONUMENTED       NGS
 GC2011
 GC2011                          STATION DESCRIPTION
 GC2011
 GC2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2011'22.1 KM (13.8 MI) NW FROM CHEAP HILL.
 GC2011'22.1 KM (13.75 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2011'OFFICE IN CHEAP HILL TO THE JUNCTION OF FAWN DRIVE ON THE RIGHT AND
 GC2011'THE MARK ON THE LEFT, ACROSS THE HIGHWAY (SOUTHWEST) FROM THE LAST ONE
 GC2011'LEVEL BRICK HOUSE ON THE SOUTHEAST END, ALSO 5.5 KM (3.45 MI)
 GC2011'SOUTHEAST OF CLARKSVILLE, 17.71 METERS (58.1 FT) SOUTHWEST OF THE
 GC2011'CENTERLINE OF THE HIGHWAY, 23.74 METERS (77.9 FT) NORTHWEST OF A
 GC2011'POWERLINE POLE, 6.92 METERS (22.7 FT) SOUTH-SOUTHEAST OF A POLE
 GC2011'ANCHORING THE GUY WIRE FOR A POWERLINE POLE ACROSS THE HIGHWAY, AND
 GC2011'0.30 METERS (1.0 FT) NORTHEAST OF A WIRE FENCE.
 GC2011'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2011'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2929 ***********************************************************************
 AJ2929  DESIGNATION -  N 307
 AJ2929  PID         -  AJ2929
 AJ2929  STATE/COUNTY-  TN/TROUSDALE
 AJ2929  USGS QUAD   -  HARTSVILLE (1994)
 AJ2929
 AJ2929                         *CURRENT SURVEY CONTROL
 AJ2929  ___________________________________________________________________
 AJ2929* NAD 83(1986)-  36 24 04.     (N)    086 12 36.     (W)     SCALED    
 AJ2929* NAVD 88     -       170.654  (meters)     559.89   (feet)  ADJUSTED  
 AJ2929  ___________________________________________________________________
 AJ2929  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ2929  DYNAMIC HT  -         170.514 (meters)     559.43  (feet)  COMP
 AJ2929  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 AJ2929
 AJ2929  VERT ORDER  -  SECOND    CLASS I
 AJ2929
 AJ2929.The horizontal coordinates were scaled from a topographic map and have
 AJ2929.an estimated accuracy of +/- 6 seconds.
 AJ2929
 AJ2929.The orthometric height was determined by differential leveling
 AJ2929.and adjusted by the National Geodetic Survey in July 2002..
 AJ2929.No vertical observational check was made to the station.
 AJ2929
 AJ2929.The geoid height was determined by GEOID03.
 AJ2929
 AJ2929.The dynamic height is computed by dividing the NAVD 88
 AJ2929.geopotential number by the normal gravity value computed on the
 AJ2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2929.degrees latitude (g = 980.6199 gals.).
 AJ2929
 AJ2929.The modeled gravity was interpolated from observed gravity values.
 AJ2929
 AJ2929;                    North         East    Units  Estimated Accuracy
 AJ2929;SPC TN       -   229,440.      581,160.      MT  (+/- 180 meters Scaled)
 AJ2929
 AJ2929                          SUPERSEDED SURVEY CONTROL
 AJ2929
 AJ2929.No superseded survey control is available for this station.
 AJ2929
 AJ2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF708287(NAD 83)
 AJ2929_MARKER: DV = VERTICAL CONTROL DISK
 AJ2929_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2929_STAMPING: N 307 2001
 AJ2929_MARK LOGO: NGS   
 AJ2929_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2929+STABILITY: POSITION/ELEVATION WELL
 AJ2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2929+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2929
 AJ2929  HISTORY     - Date     Condition        Report By
 AJ2929  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2929
 AJ2929                          STATION DESCRIPTION
 AJ2929
 AJ2929'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2929'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2929'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2929'HIGHWAY 141), THENCE 4.2 KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2929'THE CENTER OF A 3 BY 5-FOOT EXPOSED ROCK OUTCROP, 44.7 M WEST OF
 AJ2929'THE CENTERLINE OF CRENSHAW ROAD, 11.2 NORTH OF THE HIGHWAY
 AJ2929'CENTERLINE, 4.7 M SOUTH OF A WITNESS POST, AND 0.3 M ABOVE THE LEVEL
 AJ2929'OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2929'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1236 ***********************************************************************
 FD1236  DESIGNATION -  N 31
 FD1236  PID         -  FD1236
 FD1236  STATE/COUNTY-  TN/LEWIS
 FD1236  USGS QUAD   -  HOHENWALD (1991)
 FD1236
 FD1236                         *CURRENT SURVEY CONTROL
 FD1236  ___________________________________________________________________
 FD1236* NAD 83(1986)-  35 32 08.     (N)    087 33 47.     (W)     SCALED    
 FD1236* NAVD 88     -       262.306  (meters)     860.58   (feet)  ADJUSTED  
 FD1236  ___________________________________________________________________
 FD1236  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1236  DYNAMIC HT  -         262.062 (meters)     859.78  (feet)  COMP
 FD1236  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FD1236
 FD1236  VERT ORDER  -  FIRST     CLASS II
 FD1236
 FD1236.The horizontal coordinates were scaled from a topographic map and have
 FD1236.an estimated accuracy of +/- 6 seconds.
 FD1236
 FD1236.The orthometric height was determined by differential leveling
 FD1236.and adjusted by the National Geodetic Survey in June 1991..
 FD1236
 FD1236.The geoid height was determined by GEOID03.
 FD1236
 FD1236.The dynamic height is computed by dividing the NAVD 88
 FD1236.geopotential number by the normal gravity value computed on the
 FD1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1236.degrees latitude (g = 980.6199 gals.).
 FD1236
 FD1236.The modeled gravity was interpolated from observed gravity values.
 FD1236
 FD1236;                    North         East    Units  Estimated Accuracy
 FD1236;SPC TN       -   134,520.      458,260.      MT  (+/- 180 meters Scaled)
 FD1236
 FD1236                          SUPERSEDED SURVEY CONTROL
 FD1236
 FD1236  NGVD 29 (??/??/92)  262.282  (m)          860.50   (f) ADJ UNCH    1 2
 FD1236
 FD1236.Superseded values are not recommended for survey control.
 FD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1236.See file dsdata.txt to determine how the superseded data were derived.
 FD1236
 FD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE489325(NAD 83)
 FD1236_MARKER: DB = BENCH MARK DISK
 FD1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1236_STAMPING: N 31 1934
 FD1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1236+STABILITY: SURFACE MOTION
 FD1236
 FD1236  HISTORY     - Date     Condition        Report By
 FD1236  HISTORY     - 1934     MONUMENTED       CGS
 FD1236  HISTORY     - 1953     GOOD             NGS
 FD1236
 FD1236                          STATION DESCRIPTION
 FD1236
 FD1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1236'1.3 MI SW FROM HOHENWALD.
 FD1236'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE FIRST
 FD1236'NATIONAL BANK AT HOHENWALD, LEWIS COUNTY, AT THE JUNCTION OF A
 FD1236'TRAIL LEADING NORTH-NORTHWEST, 48 FEET NORTH OF HIGHWAY 48, 18
 FD1236'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE TRAIL, 38 FEET
 FD1236'NORTHWEST OF THE SOUTHWEST END OF THE NORTH-NORTHWEST HEADWALL
 FD1236'OF A 3-FOOT SKEW CULVERT, 150 FEET NORTHWEST OF A ONE-STORY
 FD1236'FRAME HOUSE, 125 FEET SOUTHWEST OF A ONE-STORY FRAME HOUSE, 75
 FD1236'FEET SOUTHWEST TO A POWER POLE, 1.5 FEET NORTHEAST OF A WHITE
 FD1236'WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL POST WITH CONTROL
 FD1236'MARKER SIGN, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FD1236'A STANDARD DISK, STAMPED N 31 1934 AND SET IN THE TOP OF A
 FD1236'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0355 ***********************************************************************
 FD0355  CBN         -  This is a Cooperative Base Network Control Station.
 FD0355  DESIGNATION -  N 32
 FD0355  PID         -  FD0355
 FD0355  STATE/COUNTY-  TN/MARSHALL
 FD0355  USGS QUAD   -  BELFAST (1982)
 FD0355
 FD0355                         *CURRENT SURVEY CONTROL
 FD0355  ___________________________________________________________________
 FD0355* NAD 83(1995)-  35 29 43.87700(N)    086 43 44.79903(W)     ADJUSTED  
 FD0355* NAVD 88     -       210.578  (meters)     690.87   (feet)  ADJUSTED  
 FD0355  ___________________________________________________________________
 FD0355  X           -     296,629.561 (meters)                     COMP
 FD0355  Y           -  -5,190,379.161 (meters)                     COMP
 FD0355  Z           -   3,682,869.469 (meters)                     COMP
 FD0355  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FD0355  ELLIP HEIGHT-         182.62  (meters)          (08/03/04) GPS OBS
 FD0355  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0355  DYNAMIC HT  -         210.390 (meters)     690.25  (feet)  COMP
 FD0355  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FD0355
 FD0355  HORZ ORDER  -  A
 FD0355  VERT ORDER  -  SECOND    CLASS 0
 FD0355  ELLP ORDER  -  FOURTH    CLASS I
 FD0355
 FD0355.The horizontal coordinates were established by GPS observations
 FD0355.and adjusted by the National Geodetic Survey in August 2004..
 FD0355
 FD0355.The orthometric height was determined by differential leveling
 FD0355.and adjusted by the National Geodetic Survey in June 1991..
 FD0355
 FD0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0355
 FD0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0355
 FD0355.The ellipsoidal height was determined by GPS observations
 FD0355.and is referenced to NAD 83.
 FD0355
 FD0355.The geoid height was determined by GEOID03.
 FD0355
 FD0355.The dynamic height is computed by dividing the NAVD 88
 FD0355.geopotential number by the normal gravity value computed on the
 FD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0355.degrees latitude (g = 980.6199 gals.).
 FD0355
 FD0355.The modeled gravity was interpolated from observed gravity values.
 FD0355
 FD0355;                    North         East     Units Scale Factor Converg.
 FD0355;SPC TN       -   129,190.418   533,847.423   MT  0.99996575   -0 25 36.7
 FD0355;SPC TN       -   423,852.23  1,751,464.42   sFT  0.99996575   -0 25 36.7
 FD0355;UTM  16      - 3,928,030.478   524,569.171   MT  0.99960744   +0 09 26.2
 FD0355
 FD0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0355!SPC TN       -   0.99997134  x   0.99996575  =   0.99993709
 FD0355!UTM  16      -   0.99997134  x   0.99960744  =   0.99957879
 FD0355
 FD0355                          SUPERSEDED SURVEY CONTROL
 FD0355
 FD0355  NAVD 88 (08/03/04)  210.58   (m)          690.9    (f) LEVELING    3  
 FD0355  NGVD 29 (??/??/92)  210.561  (m)          690.82   (f) ADJ UNCH    2 0
 FD0355
 FD0355.Superseded values are not recommended for survey control.
 FD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0355.See file dsdata.txt to determine how the superseded data were derived.
 FD0355
 FD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2456928030(NAD 83)
 FD0355_MARKER: DB = BENCH MARK DISK
 FD0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0355_STAMPING: N 32 1934
 FD0355_MARK LOGO: CGS   
 FD0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0355+STABILITY: SURFACE MOTION
 FD0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0355+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0355
 FD0355  HISTORY     - Date     Condition        Report By
 FD0355  HISTORY     - 1934     MONUMENTED       CGS
 FD0355  HISTORY     - 1934     GOOD             NGS
 FD0355  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0355  HISTORY     - 20020520 GOOD             TNDT
 FD0355  HISTORY     - 20031010 GOOD             TNDT
 FD0355
 FD0355                          STATION DESCRIPTION
 FD0355
 FD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0355'1.1 MI SW FROM FARMINGTON.
 FD0355'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FD0355'AT FARMINGTON, MARSHALL COUNTY, 150 FEET NORTH OF THE NORTH END
 FD0355'OF A BORROW PIT, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FD0355'14.2 FEET SOUTHWEST OF AN ANGLE IN THE RIGHT-OF-WAY FENCE, AND 9
 FD0355'FEET NORTHEAST OF POWER POLE 6-AL-77.  A STANDARD DISK, STAMPED N
 FD0355'32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0355
 FD0355                          STATION RECOVERY (2001)
 FD0355
 FD0355'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355
 FD0355                          STATION RECOVERY (2002)
 FD0355
 FD0355'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0355'RECOVERED IN GOOD CONDITION.
 FD0355
 FD0355                          STATION RECOVERY (2003)
 FD0355
 FD0355'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0355'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0271 ***********************************************************************
 FD0271  DESIGNATION -  N 33
 FD0271  PID         -  FD0271
 FD0271  STATE/COUNTY-  TN/GILES
 FD0271  USGS QUAD   -  TARPLEY (1982)
 FD0271
 FD0271                         *CURRENT SURVEY CONTROL
 FD0271  ___________________________________________________________________
 FD0271* NAD 83(1986)-  35 11 50.     (N)    086 53 00.     (W)     SCALED    
 FD0271* NAVD 88     -       316.015  (meters)    1036.79   (feet)  ADJUSTED  
 FD0271  ___________________________________________________________________
 FD0271  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0271  DYNAMIC HT  -         315.721 (meters)    1035.83  (feet)  COMP
 FD0271  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0271
 FD0271  VERT ORDER  -  SECOND    CLASS 0
 FD0271
 FD0271.The horizontal coordinates were scaled from a topographic map and have
 FD0271.an estimated accuracy of +/- 6 seconds.
 FD0271
 FD0271.The orthometric height was determined by differential leveling
 FD0271.and adjusted by the National Geodetic Survey in June 1991..
 FD0271
 FD0271.The geoid height was determined by GEOID03.
 FD0271
 FD0271.The dynamic height is computed by dividing the NAVD 88
 FD0271.geopotential number by the normal gravity value computed on the
 FD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0271.degrees latitude (g = 980.6199 gals.).
 FD0271
 FD0271.The modeled gravity was interpolated from observed gravity values.
 FD0271
 FD0271;                    North         East    Units  Estimated Accuracy
 FD0271;SPC TN       -    96,210.      519,560.      MT  (+/- 180 meters Scaled)
 FD0271
 FD0271                          SUPERSEDED SURVEY CONTROL
 FD0271
 FD0271  NGVD 29 (??/??/92)  315.989  (m)         1036.71   (f) ADJ UNCH    2 0
 FD0271
 FD0271.Superseded values are not recommended for survey control.
 FD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0271.See file dsdata.txt to determine how the superseded data were derived.
 FD0271
 FD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106949(NAD 83)
 FD0271_MARKER: DB = BENCH MARK DISK
 FD0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0271_STAMPING: N 33 1933
 FD0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0271+STABILITY: SURFACE MOTION
 FD0271
 FD0271  HISTORY     - Date     Condition        Report By
 FD0271  HISTORY     - 1933     MONUMENTED       CGS
 FD0271  HISTORY     - 1960     GOOD             NGS
 FD0271
 FD0271                          STATION DESCRIPTION
 FD0271
 FD0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0271'4.4 MI N FROM BUNKER HILL.
 FD0271'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0271'FOR 4.4 MILES TO THE INTERSECTION OF U.S. HIGHWAY 64.  THE BENCH
 FD0271'MARK IS 150 FT. SOUTHEAST OF THE T.M. MC AFEE STORE, 30 FT. SOUTH
 FD0271'OF THE CENTER OF U.S. HIGHWAY 64, 25 FT. EAST OF THE PAVED
 FD0271'ROAD, AND 1.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 FD0271'TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES, AND ABOUT LEVEL
 FD0271'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0287 ***********************************************************************
 FD0287  DESIGNATION -  N 34
 FD0287  PID         -  FD0287
 FD0287  STATE/COUNTY-  TN/GILES
 FD0287  USGS QUAD   -  ELKTON (1982)
 FD0287
 FD0287                         *CURRENT SURVEY CONTROL
 FD0287  ___________________________________________________________________
 FD0287* NAD 83(1986)-  35 00 52.     (N)    086 59 52.     (W)     SCALED    
 FD0287* NAVD 88     -       183.266  (meters)     601.27   (feet)  ADJUSTED  
 FD0287  ___________________________________________________________________
 FD0287  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD0287  DYNAMIC HT  -         183.092 (meters)     600.69  (feet)  COMP
 FD0287  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 FD0287
 FD0287  VERT ORDER  -  SECOND    CLASS 0
 FD0287
 FD0287.The horizontal coordinates were scaled from a topographic map and have
 FD0287.an estimated accuracy of +/- 6 seconds.
 FD0287
 FD0287.The orthometric height was determined by differential leveling
 FD0287.and adjusted by the National Geodetic Survey in June 1991..
 FD0287
 FD0287.The geoid height was determined by GEOID03.
 FD0287
 FD0287.The dynamic height is computed by dividing the NAVD 88
 FD0287.geopotential number by the normal gravity value computed on the
 FD0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0287.degrees latitude (g = 980.6199 gals.).
 FD0287
 FD0287.The modeled gravity was interpolated from observed gravity values.
 FD0287
 FD0287;                    North         East    Units  Estimated Accuracy
 FD0287;SPC TN       -    76,040.      508,930.      MT  (+/- 180 meters Scaled)
 FD0287
 FD0287                          SUPERSEDED SURVEY CONTROL
 FD0287
 FD0287  NGVD 29 (??/??/92)  183.223  (m)          601.12   (f) ADJ UNCH    2 0
 FD0287
 FD0287.Superseded values are not recommended for survey control.
 FD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0287.See file dsdata.txt to determine how the superseded data were derived.
 FD0287
 FD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED002746(NAD 83)
 FD0287_MARKER: DB = BENCH MARK DISK
 FD0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0287_SP_SET: BRIDGE
 FD0287_STAMPING: N 34 1934
 FD0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0287
 FD0287  HISTORY     - Date     Condition        Report By
 FD0287  HISTORY     - 1934     MONUMENTED       CGS
 FD0287  HISTORY     - 1960     GOOD             NGS
 FD0287
 FD0287                          STATION DESCRIPTION
 FD0287
 FD0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0287'1 MI S FROM PROSPECT.
 FD0287'1.0 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0287'FROM PROSPECT, GILES COUNTY, AT MILEAGE L 278.5, AT BRIDGE
 FD0287'31 OVER ELK RIVER, ON THE EAST SIDE OF THE NORTH ABUTMENT, AND
 FD0287'IN THE TOP OF THE WALL.  A STANDARD DISK, STAMPED N 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0864 ***********************************************************************
 FD0864  DESIGNATION -  N 37
 FD0864  PID         -  FD0864
 FD0864  STATE/COUNTY-  TN/GILES
 FD0864  USGS QUAD   -  PULASKI (1984)
 FD0864
 FD0864                         *CURRENT SURVEY CONTROL
 FD0864  ___________________________________________________________________
 FD0864* NAD 83(1986)-  35 09 07.     (N)    087 01 22.     (W)     SCALED    
 FD0864* NAVD 88     -       204.631  (meters)     671.36   (feet)  ADJUSTED  
 FD0864  ___________________________________________________________________
 FD0864  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD0864  DYNAMIC HT  -         204.438 (meters)     670.73  (feet)  COMP
 FD0864  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FD0864
 FD0864  VERT ORDER  -  SECOND    CLASS 0
 FD0864
 FD0864.The horizontal coordinates were scaled from a topographic map and have
 FD0864.an estimated accuracy of +/- 6 seconds.
 FD0864
 FD0864.The orthometric height was determined by differential leveling
 FD0864.and adjusted by the National Geodetic Survey in June 1991..
 FD0864
 FD0864.The geoid height was determined by GEOID03.
 FD0864
 FD0864.The dynamic height is computed by dividing the NAVD 88
 FD0864.geopotential number by the normal gravity value computed on the
 FD0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0864.degrees latitude (g = 980.6199 gals.).
 FD0864
 FD0864.The modeled gravity was interpolated from observed gravity values.
 FD0864
 FD0864;                    North         East    Units  Estimated Accuracy
 FD0864;SPC TN       -    91,310.      506,810.      MT  (+/- 180 meters Scaled)
 FD0864
 FD0864                          SUPERSEDED SURVEY CONTROL
 FD0864
 FD0864  NGVD 29 (??/??/92)  204.592  (m)          671.23   (f) ADJ UNCH    2 0
 FD0864
 FD0864.Superseded values are not recommended for survey control.
 FD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0864.See file dsdata.txt to determine how the superseded data were derived.
 FD0864
 FD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD979898(NAD 83)
 FD0864_MARKER: DB = BENCH MARK DISK
 FD0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0864_STAMPING: N 37 1934
 FD0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0864+STABILITY: SURFACE MOTION
 FD0864
 FD0864  HISTORY     - Date     Condition        Report By
 FD0864  HISTORY     - 1934     MONUMENTED       CGS
 FD0864  HISTORY     - 1953     GOOD             TVA
 FD0864
 FD0864                          STATION DESCRIPTION
 FD0864
 FD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0864'3.1 MI SE FROM PULASKI.
 FD0864'3.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0864'FROM THE STATION AT PULASKI, GILES COUNTY, 100 FEET SOUTHEAST
 FD0864'OF THE STATION AT CRESCENT VIEW, 15 POLES SOUTHEAST OF MILEPOST
 FD0864'L 268, 25 FEET SOUTHWEST OF THE EWING FARM ENTRANCE IN 1934,
 FD0864'AND 25 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FD0864'DISK, STAMPED N 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0864'NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2 FEET
 FD0864'SOUTH OF MONUMENT.  THERE IS A PAINTED WHITE CROSS ON TELEPHONE
 FD0864'POLE.  IT IS 42 FEET NORTHEAST OF TELEPHONE POLE.
 FD0864
 FD0864                          STATION RECOVERY (1953)
 FD0864
 FD0864'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1309 ***********************************************************************
 FC1309  DESIGNATION -  N 38
 FC1309  PID         -  FC1309
 FC1309  STATE/COUNTY-  TN/MARION
 FC1309  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1309
 FC1309                         *CURRENT SURVEY CONTROL
 FC1309  ___________________________________________________________________
 FC1309* NAD 83(1986)-  35 04 02.     (N)    085 43 40.     (W)     SCALED    
 FC1309* NAVD 88     -       190.738  (meters)     625.78   (feet)  ADJUSTED  
 FC1309  ___________________________________________________________________
 FC1309  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1309  DYNAMIC HT  -         190.552 (meters)     625.17  (feet)  COMP
 FC1309  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 FC1309
 FC1309  VERT ORDER  -  SECOND    CLASS 0
 FC1309
 FC1309.The horizontal coordinates were scaled from a topographic map and have
 FC1309.an estimated accuracy of +/- 6 seconds.
 FC1309
 FC1309.The orthometric height was determined by differential leveling
 FC1309.and adjusted by the National Geodetic Survey in June 1991..
 FC1309
 FC1309.The geoid height was determined by GEOID03.
 FC1309
 FC1309.The dynamic height is computed by dividing the NAVD 88
 FC1309.geopotential number by the normal gravity value computed on the
 FC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1309.degrees latitude (g = 980.6199 gals.).
 FC1309
 FC1309.The modeled gravity was interpolated from observed gravity values.
 FC1309
 FC1309;                    North         East    Units  Estimated Accuracy
 FC1309;SPC TN       -    81,460.      624,830.      MT  (+/- 180 meters Scaled)
 FC1309
 FC1309                          SUPERSEDED SURVEY CONTROL
 FC1309
 FC1309  NGVD 29 (??/??/92)  190.745  (m)          625.80   (f) ADJ UNCH    2 0
 FC1309
 FC1309.Superseded values are not recommended for survey control.
 FC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1309.See file dsdata.txt to determine how the superseded data were derived.
 FC1309
 FC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD160812(NAD 83)
 FC1309_MARKER: DB = BENCH MARK DISK
 FC1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1309_STAMPING: N 38 1934
 FC1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1309+STABILITY: SURFACE MOTION
 FC1309
 FC1309  HISTORY     - Date     Condition        Report By
 FC1309  HISTORY     - 1934     MONUMENTED       CGS
 FC1309  HISTORY     - 1963     GOOD             NGS
 FC1309  HISTORY     - 1965     MARK NOT FOUND   USGS
 FC1309  HISTORY     - 1980     GOOD             LOCSUR
 FC1309
 FC1309                          STATION DESCRIPTION
 FC1309
 FC1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1309'3 MI NW FROM DIXIE LEE.
 FC1309'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1309'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1309'41-64 FOR 3.0 MILES TO THE MARK SET AT THE SOUTHEAST END OF A
 FC1309'FILL, 130 FEET NORTH OF THE JUNCTION OF U.S. HIGHWAYS 41-64 AND
 FC1309'A DIRT ROAD, 75.3 FEET EAST OF A POWER LINE POLE, 37 FEET
 FC1309'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, 36.0 FEET
 FC1309'EAST OF THE EAST END OF A METAL GUARDRAIL, 26 FEET WEST OF
 FC1309'THE CENTER OF A DIRT ROAD, 2.0 FEET SOUTHWEST OF A WIRE FENCE,
 FC1309'AND 1.2 FEET SOUTHWEST OF A METAL WITNESS POST.  A STANDARD
 FC1309'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL
 FC1309'WITH THE HIGHWAY.
 FC1309
 FC1309                          STATION RECOVERY (1965)
 FC1309
 FC1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FC1309'MARK NOT FOUND.
 FC1309
 FC1309                          STATION RECOVERY (1980)
 FC1309
 FC1309'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FC1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0444 ***********************************************************************
 EE0444  DESIGNATION -  N 39
 EE0444  PID         -  EE0444
 EE0444  STATE/COUNTY-  TN/HAMILTON
 EE0444  USGS QUAD   -  EAST RIDGE (1982)
 EE0444
 EE0444                         *CURRENT SURVEY CONTROL
 EE0444  ___________________________________________________________________
 EE0444* NAD 83(1986)-  34 59 21.     (N)    085 09 32.     (W)     SCALED    
 EE0444* NAVD 88     -       210.701  (meters)     691.27   (feet)  ADJUSTED  
 EE0444  ___________________________________________________________________
 EE0444  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EE0444  DYNAMIC HT  -         210.492 (meters)     690.59  (feet)  COMP
 EE0444  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 EE0444
 EE0444  VERT ORDER  -  SECOND    CLASS 0
 EE0444
 EE0444.The horizontal coordinates were scaled from a topographic map and have
 EE0444.an estimated accuracy of +/- 6 seconds.
 EE0444
 EE0444.The orthometric height was determined by differential leveling
 EE0444.and adjusted by the National Geodetic Survey in June 1991..
 EE0444.WARNING-Repeat measurements at this control monument indicate possible
 EE0444.vertical movement.
 EE0444
 EE0444.The geoid height was determined by GEOID03.
 EE0444
 EE0444.The dynamic height is computed by dividing the NAVD 88
 EE0444.geopotential number by the normal gravity value computed on the
 EE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0444.degrees latitude (g = 980.6199 gals.).
 EE0444
 EE0444.The modeled gravity was interpolated from observed gravity values.
 EE0444
 EE0444;                    North         East    Units  Estimated Accuracy
 EE0444;SPC TN       -    73,100.      676,800.      MT  (+/- 180 meters Scaled)
 EE0444
 EE0444                          SUPERSEDED SURVEY CONTROL
 EE0444
 EE0444  NGVD 29 (??/??/92)  210.718  (m)          691.33   (f) ADJ UNCH    2 0
 EE0444
 EE0444.Superseded values are not recommended for survey control.
 EE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0444.See file dsdata.txt to determine how the superseded data were derived.
 EE0444
 EE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD680733(NAD 83)
 EE0444_MARKER: DB = BENCH MARK DISK
 EE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0444_STAMPING: N 39 1934
 EE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0444+STABILITY: SURFACE MOTION
 EE0444
 EE0444  HISTORY     - Date     Condition        Report By
 EE0444  HISTORY     - 1934     MONUMENTED       CGS
 EE0444  HISTORY     - 1972     GOOD             NGS
 EE0444
 EE0444                          STATION DESCRIPTION
 EE0444
 EE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0444'1.2 MI NW FROM GRAYSVILLE.
 EE0444'ABOUT 1.25 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0444'RAILROAD FROM THE CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 EE0444'GRAYSVILLE, 10 POLES NORTHWEST OF THE TENNESSEE-GEORGIA STATE
 EE0444'LINE, 53 1/2 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 EE0444'AND A PAVED ROAD, 69 FEET SOUTHWEST OF MILEPOST 121/20, 43 FEET
 EE0444'SOUTHWEST OF THE SOUTHWEST RAIL, 12 FEET SOUTHWEST OF THE CENTER
 EE0444'LINE OF A PAVED ROAD, 10 FEET SOUTHEAST OF THE CENTER OF A
 EE0444'JUNCTION OF THE PAVED ROAD AND A DRIVEWAY, IN THE NORTH CORNER
 EE0444'OF A LAWN AT A FARMHOUSE, 59.8 FEET NORTH OF THE NORTH CORNER
 EE0444'OF THE FARMHOUSE, 23 FEET EAST-NORTHEAST OF A 5-FOOT OAK TREE,
 EE0444'19 1/2 FEET NORTHWEST OF AN 8-INCH CEDAR TREE, ABOUT 2 FEET BELOW
 EE0444'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST THAT
 EE0444'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1155 ***********************************************************************
 FC1155  DESIGNATION -  N 40
 FC1155  PID         -  FC1155
 FC1155  STATE/COUNTY-  TN/MARION
 FC1155  USGS QUAD   -  KETNER GAP (1976)
 FC1155
 FC1155                         *CURRENT SURVEY CONTROL
 FC1155  ___________________________________________________________________
 FC1155* NAD 83(1986)-  35 09 35.     (N)    085 24 22.     (W)     SCALED    
 FC1155* NAVD 88     -       471.374  (meters)    1546.50   (feet)  ADJUSTED  
 FC1155  ___________________________________________________________________
 FC1155  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1155  DYNAMIC HT  -         470.902 (meters)    1544.95  (feet)  COMP
 FC1155  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 FC1155
 FC1155  VERT ORDER  -  SECOND    CLASS 0
 FC1155
 FC1155.The horizontal coordinates were scaled from a topographic map and have
 FC1155.an estimated accuracy of +/- 6 seconds.
 FC1155
 FC1155.The orthometric height was determined by differential leveling
 FC1155.and adjusted by the National Geodetic Survey in June 1991..
 FC1155
 FC1155.The geoid height was determined by GEOID03.
 FC1155
 FC1155.The dynamic height is computed by dividing the NAVD 88
 FC1155.geopotential number by the normal gravity value computed on the
 FC1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1155.degrees latitude (g = 980.6199 gals.).
 FC1155
 FC1155.The modeled gravity was interpolated from observed gravity values.
 FC1155
 FC1155;                    North         East    Units  Estimated Accuracy
 FC1155;SPC TN       -    91,850.      654,110.      MT  (+/- 180 meters Scaled)
 FC1155
 FC1155                          SUPERSEDED SURVEY CONTROL
 FC1155
 FC1155  NGVD 29 (??/??/92)  471.402  (m)         1546.59   (f) ADJ UNCH    2 0
 FC1155
 FC1155.Superseded values are not recommended for survey control.
 FC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1155.See file dsdata.txt to determine how the superseded data were derived.
 FC1155
 FC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD451919(NAD 83)
 FC1155_MARKER: DB = BENCH MARK DISK
 FC1155_SETTING: 66 = SET IN ROCK OUTCROP
 FC1155_SP_SET: BEDROCK
 FC1155_STAMPING: N 40 1934
 FC1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1155+STABILITY: POSITION/ELEVATION WELL
 FC1155
 FC1155  HISTORY     - Date     Condition        Report By
 FC1155  HISTORY     - 1934     MONUMENTED       CGS
 FC1155
 FC1155                          STATION DESCRIPTION
 FC1155
 FC1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1155'11.5 MI W FROM CHATTANOOGA.
 FC1155'IN MARION COUNTY, 11.5 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1155'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1155'HAMILTON COUNTY, 2.5 MILES WEST OF THE MARION-HAMILTON COUNTY
 FC1155'LINE, 15 FEET WEST OF A CULVERT, 10 FEET SOUTH OF THE HIGHWAY,
 FC1155'AND IN THE TOP OF A LEDGE OF BEDROCK.  A STANDARD DISK, STAMPED
 FC1155'N 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0981 ***********************************************************************
 FC0981  DESIGNATION -  N 42
 FC0981  PID         -  FC0981
 FC0981  STATE/COUNTY-  TN/BLEDSOE
 FC0981  USGS QUAD   -  MELVINE (1977)
 FC0981
 FC0981                         *CURRENT SURVEY CONTROL
 FC0981  ___________________________________________________________________
 FC0981* NAD 83(1986)-  35 43 57.     (N)    085 03 27.     (W)     SCALED    
 FC0981* NAVD 88     -       294.213  (meters)     965.26   (feet)  ADJUSTED  
 FC0981  ___________________________________________________________________
 FC0981  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FC0981  DYNAMIC HT  -         293.937 (meters)     964.36  (feet)  COMP
 FC0981  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FC0981
 FC0981  VERT ORDER  -  SECOND    CLASS 0
 FC0981
 FC0981.The horizontal coordinates were scaled from a topographic map and have
 FC0981.an estimated accuracy of +/- 6 seconds.
 FC0981
 FC0981.The orthometric height was determined by differential leveling
 FC0981.and adjusted by the National Geodetic Survey in June 1991..
 FC0981
 FC0981.The geoid height was determined by GEOID03.
 FC0981
 FC0981.The dynamic height is computed by dividing the NAVD 88
 FC0981.geopotential number by the normal gravity value computed on the
 FC0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0981.degrees latitude (g = 980.6199 gals.).
 FC0981
 FC0981.The modeled gravity was interpolated from observed gravity values.
 FC0981
 FC0981;                    North         East    Units  Estimated Accuracy
 FC0981;SPC TN       -   155,650.      685,260.      MT  (+/- 180 meters Scaled)
 FC0981
 FC0981                          SUPERSEDED SURVEY CONTROL
 FC0981
 FC0981  NGVD 29 (??/??/92)  294.264  (m)          965.43   (f) ADJ UNCH    2 0
 FC0981
 FC0981.Superseded values are not recommended for survey control.
 FC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0981.See file dsdata.txt to determine how the superseded data were derived.
 FC0981
 FC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE756560(NAD 83)
 FC0981_MARKER: DB = BENCH MARK DISK
 FC0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0981_STAMPING: N 42 1934
 FC0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0981+STABILITY: SURFACE MOTION
 FC0981
 FC0981  HISTORY     - Date     Condition        Report By
 FC0981  HISTORY     - 1934     MONUMENTED       CGS
 FC0981  HISTORY     - 1934     GOOD             NGS
 FC0981
 FC0981                          STATION DESCRIPTION
 FC0981
 FC0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0981'AT MELVINE.
 FC0981'AT MELVINE, BLEDSOE COUNTY, ON STATE HIGHWAY 28, 38 YARDS
 FC0981'SOUTHEAST OF THE SOUTHWEST CORNER OF THE PATTON HIGH SCHOOL,
 FC0981'38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST
 FC0981'OF THE EAST EDGE OF A FENCE STILE, AND 7 FEET NORTH OF A WOODEN
 FC0981'FENCE.  A STANDARD DISK, STAMPED N 42 1934 AND SET IN THE TOP
 FC0981'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1026 ***********************************************************************
 FC1026  DESIGNATION -  N 43
 FC1026  PID         -  FC1026
 FC1026  STATE/COUNTY-  TN/VAN BUREN
 FC1026  USGS QUAD   -  SPENCER (1974)
 FC1026
 FC1026                         *CURRENT SURVEY CONTROL
 FC1026  ___________________________________________________________________
 FC1026* NAD 83(1986)-  35 44 00.     (N)    085 23 13.     (W)     SCALED    
 FC1026* NAVD 88     -       364.670  (meters)    1196.42   (feet)  ADJUSTED  
 FC1026  ___________________________________________________________________
 FC1026  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FC1026  DYNAMIC HT  -         364.329 (meters)    1195.30  (feet)  COMP
 FC1026  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC1026
 FC1026  VERT ORDER  -  SECOND    CLASS 0
 FC1026
 FC1026.The horizontal coordinates were scaled from a topographic map and have
 FC1026.an estimated accuracy of +/- 6 seconds.
 FC1026
 FC1026.The orthometric height was determined by differential leveling
 FC1026.and adjusted by the National Geodetic Survey in June 1991..
 FC1026
 FC1026.The geoid height was determined by GEOID03.
 FC1026
 FC1026.The dynamic height is computed by dividing the NAVD 88
 FC1026.geopotential number by the normal gravity value computed on the
 FC1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1026.degrees latitude (g = 980.6199 gals.).
 FC1026
 FC1026.The modeled gravity was interpolated from observed gravity values.
 FC1026
 FC1026;                    North         East    Units  Estimated Accuracy
 FC1026;SPC TN       -   155,500.      655,460.      MT  (+/- 180 meters Scaled)
 FC1026
 FC1026                          SUPERSEDED SURVEY CONTROL
 FC1026
 FC1026  NGVD 29 (??/??/92)  364.719  (m)         1196.58   (f) ADJ UNCH    2 0
 FC1026
 FC1026.Superseded values are not recommended for survey control.
 FC1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1026.See file dsdata.txt to determine how the superseded data were derived.
 FC1026
 FC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE458555(NAD 83)
 FC1026_MARKER: DB = BENCH MARK DISK
 FC1026_SETTING: 66 = SET IN ROCK OUTCROP
 FC1026_SP_SET: BEDROCK
 FC1026_STAMPING: N 43 1934
 FC1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1026+STABILITY: POSITION/ELEVATION WELL
 FC1026
 FC1026  HISTORY     - Date     Condition        Report By
 FC1026  HISTORY     - 1934     MONUMENTED       CGS
 FC1026  HISTORY     - 1953     GOOD             NGS
 FC1026
 FC1026                          STATION DESCRIPTION
 FC1026
 FC1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1026'6.1 MI SE FROM SPENCER.
 FC1026'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM SPENCER, VAN
 FC1026'BUREN COUNTY, 0.9 MILE EAST UP THE MOUNTAIN FROM CANEY CREEK,
 FC1026'JUST NORTH OF A RAVINE, IN BEDROCK, AND 30 FEET NORTHEAST OF THE
 FC1026'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2307 ***********************************************************************
 GA2307  DESIGNATION -  N 45
 GA2307  PID         -  GA2307
 GA2307  STATE/COUNTY-  TN/UNION
 GA2307  USGS QUAD   -  GRAVESTON (1987)
 GA2307
 GA2307                         *CURRENT SURVEY CONTROL
 GA2307  ___________________________________________________________________
 GA2307* NAD 83(1986)-  36 10 34.     (N)    083 46 08.     (W)     SCALED    
 GA2307* NAVD 88     -       306.821  (meters)    1006.63   (feet)  ADJUSTED  
 GA2307  ___________________________________________________________________
 GA2307  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2307  DYNAMIC HT  -         306.540 (meters)    1005.71  (feet)  COMP
 GA2307  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GA2307
 GA2307  VERT ORDER  -  SECOND    CLASS 0
 GA2307
 GA2307.The horizontal coordinates were scaled from a topographic map and have
 GA2307.an estimated accuracy of +/- 6 seconds.
 GA2307
 GA2307.The orthometric height was determined by differential leveling
 GA2307.and adjusted by the National Geodetic Survey in June 1991..
 GA2307
 GA2307.The geoid height was determined by GEOID03.
 GA2307
 GA2307.The dynamic height is computed by dividing the NAVD 88
 GA2307.geopotential number by the normal gravity value computed on the
 GA2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2307.degrees latitude (g = 980.6199 gals.).
 GA2307
 GA2307.The modeled gravity was interpolated from observed gravity values.
 GA2307
 GA2307;                    North         East    Units  Estimated Accuracy
 GA2307;SPC TN       -   206,740.      800,690.      MT  (+/- 180 meters Scaled)
 GA2307
 GA2307                          SUPERSEDED SURVEY CONTROL
 GA2307
 GA2307  NGVD 29 (??/??/92)  306.893  (m)         1006.86   (f) ADJ UNCH    2 0
 GA2307
 GA2307.Superseded values are not recommended for survey control.
 GA2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2307.See file dsdata.txt to determine how the superseded data were derived.
 GA2307
 GA2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA509070(NAD 83)
 GA2307_MARKER: DB = BENCH MARK DISK
 GA2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2307_STAMPING: N 45 1934
 GA2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2307+STABILITY: SURFACE MOTION
 GA2307
 GA2307  HISTORY     - Date     Condition        Report By
 GA2307  HISTORY     - 1934     MONUMENTED       CGS
 GA2307  HISTORY     - 1950     GOOD             NGS
 GA2307
 GA2307                          STATION DESCRIPTION
 GA2307
 GA2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2307'2.3 MI SW FROM LUTTRELL.
 GA2307'2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2307'AT LUTTRELL, UNION COUNTY, 13-3/4 RAILS NORTH OF MILEPOST 19, AT
 GA2307'A FARM-ROAD CROSSING AT THE POINT WHERE A GRADED ROAD TURNS WEST
 GA2307'AWAY FROM THE TRACK, 20 FEET SOUTH OF THE CROSSING, 16 FEET WEST
 GA2307'OF THE WEST RAIL, AND NEAR A STEEL POST WITH A CONTROL-MARKER
 GA2307'SIGN.  A STANDARD DISK, STAMPED N 45 1934 AND SET IN THE TOP OF A
 GA2307'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2685 ***********************************************************************
 GA2685  DESIGNATION -  N 46
 GA2685  PID         -  GA2685
 GA2685  STATE/COUNTY-  TN/CLAIBORNE
 GA2685  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2685
 GA2685                         *CURRENT SURVEY CONTROL
 GA2685  ___________________________________________________________________
 GA2685* NAD 83(1986)-  36 35 35.     (N)    083 40 24.     (W)     SCALED    
 GA2685* NAVD 88     -       395.190  (meters)    1296.55   (feet)  ADJUSTED  
 GA2685  ___________________________________________________________________
 GA2685  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2685  DYNAMIC HT  -         394.843 (meters)    1295.41  (feet)  COMP
 GA2685  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 GA2685
 GA2685  VERT ORDER  -  SECOND    CLASS 0
 GA2685
 GA2685.The horizontal coordinates were scaled from a topographic map and have
 GA2685.an estimated accuracy of +/- 6 seconds.
 GA2685
 GA2685.The orthometric height was determined by differential leveling
 GA2685.and adjusted by the National Geodetic Survey in June 1991..
 GA2685
 GA2685.The geoid height was determined by GEOID03.
 GA2685
 GA2685.The dynamic height is computed by dividing the NAVD 88
 GA2685.geopotential number by the normal gravity value computed on the
 GA2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2685.degrees latitude (g = 980.6199 gals.).
 GA2685
 GA2685.The modeled gravity was interpolated from observed gravity values.
 GA2685
 GA2685;                    North         East    Units  Estimated Accuracy
 GA2685;SPC TN       -   253,200.      808,190.      MT  (+/- 180 meters Scaled)
 GA2685
 GA2685                          SUPERSEDED SURVEY CONTROL
 GA2685
 GA2685  NGVD 29 (??/??/92)  395.330  (m)         1297.01   (f) ADJ UNCH    2 0
 GA2685
 GA2685.Superseded values are not recommended for survey control.
 GA2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2685.See file dsdata.txt to determine how the superseded data were derived.
 GA2685
 GA2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA608530(NAD 83)
 GA2685_MARKER: DB = BENCH MARK DISK
 GA2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2685_STAMPING: N 46 1934
 GA2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2685+STABILITY: SURFACE MOTION
 GA2685
 GA2685  HISTORY     - Date     Condition        Report By
 GA2685  HISTORY     - 1934     MONUMENTED       CGS
 GA2685  HISTORY     - 1959     MARK NOT FOUND   USGS
 GA2685
 GA2685                          STATION DESCRIPTION
 GA2685
 GA2685'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GA2685'0.5 MI S FROM CUMBERLAND GAP.
 GA2685'0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2685'AT CUMBERLAND GAP, CLAIBORNE COUNTY, 1.0 MILE NORTH OF TIPRELL, NEAR
 GA2685'MILEAGE 64.2, 7 RAILS SOUTH OF A COAL TIPPLE INCLINED-TRACK
 GA2685'SWITCH, 3 RAILS NORTH OF A ROAD CROSSING, AND 20 FEET EAST OF THE
 GA2685'TRACK.  A STANDARD DISK, STAMPED N 46 1934 AND SET IN THE TOP OF
 GA2685'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0969 ***********************************************************************
 GB0969  DESIGNATION -  N 48
 GB0969  PID         -  GB0969
 GB0969  STATE/COUNTY-  TN/FENTRESS
 GB0969  USGS QUAD   -  JAMESTOWN (1979)
 GB0969
 GB0969                         *CURRENT SURVEY CONTROL
 GB0969  ___________________________________________________________________
 GB0969* NAD 83(1986)-  36 23 18.     (N)    084 56 16.     (W)     SCALED    
 GB0969* NAVD 88     -       521.628  (meters)    1711.37   (feet)  ADJUSTED  
 GB0969  ___________________________________________________________________
 GB0969  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB0969  DYNAMIC HT  -         521.168 (meters)    1709.87  (feet)  COMP
 GB0969  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 GB0969
 GB0969  VERT ORDER  -  SECOND    CLASS 0
 GB0969
 GB0969.The horizontal coordinates were scaled from a topographic map and have
 GB0969.an estimated accuracy of +/- 6 seconds.
 GB0969
 GB0969.The orthometric height was determined by differential leveling
 GB0969.and adjusted by the National Geodetic Survey in June 1991..
 GB0969
 GB0969.The geoid height was determined by GEOID03.
 GB0969
 GB0969.The dynamic height is computed by dividing the NAVD 88
 GB0969.geopotential number by the normal gravity value computed on the
 GB0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0969.degrees latitude (g = 980.6199 gals.).
 GB0969
 GB0969.The modeled gravity was interpolated from observed gravity values.
 GB0969
 GB0969;                    North         East    Units  Estimated Accuracy
 GB0969;SPC TN       -   228,520.      695,300.      MT  (+/- 180 meters Scaled)
 GB0969
 GB0969                          SUPERSEDED SURVEY CONTROL
 GB0969
 GB0969  NGVD 29 (??/??/92)  521.730  (m)         1711.71   (f) ADJ UNCH    2 0
 GB0969
 GB0969.Superseded values are not recommended for survey control.
 GB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0969.See file dsdata.txt to determine how the superseded data were derived.
 GB0969
 GB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF849289(NAD 83)
 GB0969_MARKER: DB = BENCH MARK DISK
 GB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0969_STAMPING: N 48 1934
 GB0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0969+STABILITY: SURFACE MOTION
 GB0969
 GB0969  HISTORY     - Date     Condition        Report By
 GB0969  HISTORY     - 1934     MONUMENTED       CGS
 GB0969  HISTORY     - 1935     GOOD             NGS
 GB0969
 GB0969                          STATION DESCRIPTION
 GB0969
 GB0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0969'AT JAMESTOWN.
 GB0969'AT JAMESTOWN, FENTRESS COUNTY, AT THE JUNCTION OF STATE HIGHWAYS
 GB0969'28 AND 52, 70 FEET SOUTH OF THE W.H. SEWELL STORE AND FILLING
 GB0969'STATION, 35 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 28,
 GB0969'AND 1-1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 GB0969'N 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0537 ***********************************************************************
 GB0537  DESIGNATION -  N 49
 GB0537  PID         -  GB0537
 GB0537  STATE/COUNTY-  TN/SCOTT
 GB0537  USGS QUAD   -  HUNTSVILLE (1987)
 GB0537
 GB0537                         *CURRENT SURVEY CONTROL
 GB0537  ___________________________________________________________________
 GB0537* NAD 83(1986)-  36 24 11.     (N)    084 26 01.     (W)     SCALED    
 GB0537* NAVD 88     -       460.875  (meters)    1512.05   (feet)  ADJUSTED  
 GB0537  ___________________________________________________________________
 GB0537  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0537  DYNAMIC HT  -         460.479 (meters)    1510.75  (feet)  COMP
 GB0537  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 GB0537
 GB0537  VERT ORDER  -  SECOND    CLASS 0
 GB0537
 GB0537.The horizontal coordinates were scaled from a topographic map and have
 GB0537.an estimated accuracy of +/- 6 seconds.
 GB0537
 GB0537.The orthometric height was determined by differential leveling
 GB0537.and adjusted by the National Geodetic Survey in June 1991..
 GB0537
 GB0537.The geoid height was determined by GEOID03.
 GB0537
 GB0537.The dynamic height is computed by dividing the NAVD 88
 GB0537.geopotential number by the normal gravity value computed on the
 GB0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0537.degrees latitude (g = 980.6199 gals.).
 GB0537
 GB0537.The modeled gravity was interpolated from observed gravity values.
 GB0537
 GB0537;                    North         East    Units  Estimated Accuracy
 GB0537;SPC TN       -   230,760.      740,500.      MT  (+/- 180 meters Scaled)
 GB0537
 GB0537                          SUPERSEDED SURVEY CONTROL
 GB0537
 GB0537  NGVD 29 (??/??/92)  461.000  (m)         1512.46   (f) ADJ UNCH    2 0
 GB0537
 GB0537.Superseded values are not recommended for survey control.
 GB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0537.See file dsdata.txt to determine how the superseded data were derived.
 GB0537
 GB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF301317(NAD 83)
 GB0537_MARKER: DB = BENCH MARK DISK
 GB0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0537_STAMPING: N 49 1934
 GB0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0537+STABILITY: SURFACE MOTION
 GB0537
 GB0537  HISTORY     - Date     Condition        Report By
 GB0537  HISTORY     - 1934     MONUMENTED       CGS
 GB0537
 GB0537                          STATION DESCRIPTION
 GB0537
 GB0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0537'3.4 MI E FROM HUNTSVILLE.
 GB0537'3.4 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0537'COUNTY, 155 FEET NORTHEAST OF A FARMHOUSE, 90 FEET WEST OF THE
 GB0537'TIMBERLINE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ON
 GB0537'THE TOP OF A HILL.  A STANDARD DISK, STAMPED N 49 1934 AND SET
 GB0537'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0492 ***********************************************************************
 GB0492  DESIGNATION -  N 50
 GB0492  PID         -  GB0492
 GB0492  STATE/COUNTY-  TN/ANDERSON
 GB0492  USGS QUAD   -  POWELL (1976)
 GB0492
 GB0492                         *CURRENT SURVEY CONTROL
 GB0492  ___________________________________________________________________
 GB0492* NAD 83(1986)-  36 06 54.     (N)    084 07 15.     (W)     SCALED    
 GB0492* NAVD 88     -       259.885  (meters)     852.64   (feet)  ADJUSTED  
 GB0492  ___________________________________________________________________
 GB0492  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0492  DYNAMIC HT  -         259.648 (meters)     851.86  (feet)  COMP
 GB0492  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 GB0492
 GB0492  VERT ORDER  -  FIRST     CLASS II
 GB0492
 GB0492.The horizontal coordinates were scaled from a topographic map and have
 GB0492.an estimated accuracy of +/- 6 seconds.
 GB0492
 GB0492.The orthometric height was determined by differential leveling
 GB0492.and adjusted by the National Geodetic Survey in June 1991..
 GB0492
 GB0492.The geoid height was determined by GEOID03.
 GB0492
 GB0492.The dynamic height is computed by dividing the NAVD 88
 GB0492.geopotential number by the normal gravity value computed on the
 GB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0492.degrees latitude (g = 980.6199 gals.).
 GB0492
 GB0492.The modeled gravity was interpolated from observed gravity values.
 GB0492
 GB0492;                    North         East    Units  Estimated Accuracy
 GB0492;SPC TN       -   199,300.      769,170.      MT  (+/- 180 meters Scaled)
 GB0492
 GB0492                          SUPERSEDED SURVEY CONTROL
 GB0492
 GB0492  NGVD 29 (??/??/92)  260.020  (m)          853.08   (f) ADJ UNCH    1 2
 GB0492
 GB0492.Superseded values are not recommended for survey control.
 GB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0492.See file dsdata.txt to determine how the superseded data were derived.
 GB0492
 GB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF591005(NAD 83)
 GB0492_MARKER: DB = BENCH MARK DISK
 GB0492_SETTING: 0 = UNSPECIFIED SETTING
 GB0492_STAMPING: N 50 1934
 GB0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0492
 GB0492  HISTORY     - Date     Condition        Report By
 GB0492  HISTORY     - 1934     MONUMENTED       CGS
 GB0492  HISTORY     - 1950     GOOD             NGS
 GB0492  HISTORY     - 1973     GOOD             TVA
 GB0492
 GB0492                          STATION DESCRIPTION
 GB0492
 GB0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0492'0.9 MI N FROM CLINTON.
 GB0492'0.9 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GB0492'CLINTON, 600 FEET SOUTH OF MILEPOST 22, 14 FEET EAST OF TRACK
 GB0492'AND 4 1/4 RAILS SOUTH OF GRADE CROSSING.
 GB0492
 GB0492                          STATION RECOVERY (1973)
 GB0492
 GB0492'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2615 ***********************************************************************
 GA2615  DESIGNATION -  N 51
 GA2615  PID         -  GA2615
 GA2615  STATE/COUNTY-  TN/CLAIBORNE
 GA2615  USGS QUAD   -  EAGAN (1953)
 GA2615
 GA2615                         *CURRENT SURVEY CONTROL
 GA2615  ___________________________________________________________________
 GA2615* NAD 83(1986)-  36 33 06.     (N)    083 58 38.     (W)     SCALED    
 GA2615* NAVD 88     -       333.262  (meters)    1093.38   (feet)  ADJUSTED  
 GA2615  ___________________________________________________________________
 GA2615  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GA2615  DYNAMIC HT  -         332.972 (meters)    1092.43  (feet)  COMP
 GA2615  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 GA2615
 GA2615  VERT ORDER  -  SECOND    CLASS 0
 GA2615
 GA2615.The horizontal coordinates were scaled from a topographic map and have
 GA2615.an estimated accuracy of +/- 6 seconds.
 GA2615
 GA2615.The orthometric height was determined by differential leveling
 GA2615.and adjusted by the National Geodetic Survey in June 1991..
 GA2615
 GA2615.The geoid height was determined by GEOID03.
 GA2615
 GA2615.The dynamic height is computed by dividing the NAVD 88
 GA2615.geopotential number by the normal gravity value computed on the
 GA2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2615.degrees latitude (g = 980.6199 gals.).
 GA2615
 GA2615.The modeled gravity was interpolated from observed gravity values.
 GA2615
 GA2615;                    North         East    Units  Estimated Accuracy
 GA2615;SPC TN       -   248,000.      781,090.      MT  (+/- 180 meters Scaled)
 GA2615
 GA2615                          SUPERSEDED SURVEY CONTROL
 GA2615
 GA2615  NGVD 29 (??/??/92)  333.407  (m)         1093.85   (f) ADJ UNCH    2 0
 GA2615
 GA2615.Superseded values are not recommended for survey control.
 GA2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2615.See file dsdata.txt to determine how the superseded data were derived.
 GA2615
 GA2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA335492(NAD 83)
 GA2615_MARKER: DB = BENCH MARK DISK
 GA2615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2615_SP_SET: WALL
 GA2615_STAMPING: N 51 1934
 GA2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2615
 GA2615  HISTORY     - Date     Condition        Report By
 GA2615  HISTORY     - 1934     MONUMENTED       CGS
 GA2615
 GA2615                          STATION DESCRIPTION
 GA2615
 GA2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2615'AT EAGAN.
 GA2615'AT EAGAN, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, NEAR MILEAGE
 GA2615'77.2, AT THE BLUE DIAMOND COAL COMPANY PROPERTY, IN THE TOP OF
 GA2615'THE SOUTH CONCRETE RETAINING WALL EXTENDING FROM THE OFFICE TO
 GA2615'THE TRACK, JUST SOUTHWEST OF THE EAST END OF THE GUARDRAIL, AND 20
 GA2615'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED N 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0384 ***********************************************************************
 GA0384  DESIGNATION -  N 52
 GA0384  PID         -  GA0384
 GA0384  STATE/COUNTY-  TN/CARTER
 GA0384  USGS QUAD   -  JOHNSON CITY (1968)
 GA0384
 GA0384                         *CURRENT SURVEY CONTROL
 GA0384  ___________________________________________________________________
 GA0384* NAD 83(1986)-  36 16 58.     (N)    082 19 18.     (W)     SCALED    
 GA0384* NAVD 88     -       511.160  (meters)    1677.03   (feet)  ADJUSTED  
 GA0384  ___________________________________________________________________
 GA0384  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0384  DYNAMIC HT  -         510.670 (meters)    1675.42  (feet)  COMP
 GA0384  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 GA0384
 GA0384  VERT ORDER  -  SECOND    CLASS 0
 GA0384
 GA0384.The horizontal coordinates were scaled from a topographic map and have
 GA0384.an estimated accuracy of +/- 6 seconds.
 GA0384
 GA0384.The orthometric height was determined by differential leveling
 GA0384.and adjusted by the National Geodetic Survey in June 1991..
 GA0384
 GA0384.The geoid height was determined by GEOID03.
 GA0384
 GA0384.The dynamic height is computed by dividing the NAVD 88
 GA0384.geopotential number by the normal gravity value computed on the
 GA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0384.degrees latitude (g = 980.6199 gals.).
 GA0384
 GA0384.The modeled gravity was interpolated from observed gravity values.
 GA0384
 GA0384;                    North         East    Units  Estimated Accuracy
 GA0384;SPC TN       -   222,500.      930,380.      MT  (+/- 180 meters Scaled)
 GA0384
 GA0384                          SUPERSEDED SURVEY CONTROL
 GA0384
 GA0384  NGVD 29 (??/??/92)  511.298  (m)         1677.48   (f) ADJ UNCH    2 0
 GA0384
 GA0384.Superseded values are not recommended for survey control.
 GA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0384.See file dsdata.txt to determine how the superseded data were derived.
 GA0384
 GA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA813161(NAD 83)
 GA0384_MARKER: DB = BENCH MARK DISK
 GA0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0384_STAMPING: N 52 1934
 GA0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0384+STABILITY: SURFACE MOTION
 GA0384
 GA0384  HISTORY     - Date     Condition        Report By
 GA0384  HISTORY     - 1934     MONUMENTED       CGS
 GA0384  HISTORY     - 1934     GOOD             TVA
 GA0384
 GA0384                          STATION DESCRIPTION
 GA0384
 GA0384'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1934
 GA0384'3.8 MI S FROM JOHNSON CITY.
 GA0384'IN CARTER COUNTY, 3.8 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD
 GA0384'FROM THE STATION AT JOHNSON CITY, WASHINGTON COUNTY, 15 RAILS
 GA0384'SOUTH OF MILEPOST 124, 20 FEET NORTH OF A PRIVATE GRADE CROSSING,
 GA0384'30 FEET WEST OF THE CENTERLINE OF THE TRACK, 18 FEET NORTHWEST OF
 GA0384'A POLE, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED
 GA0384'N 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION
 GA0384'WAS COVERED WITH 2 INCHES OF SAND WASHED OFF HILL SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1207 ***********************************************************************
 FB1207  DESIGNATION -  N 53
 FB1207  PID         -  FB1207
 FB1207  STATE/COUNTY-  TN/SEVIER
 FB1207  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1207
 FB1207                         *CURRENT SURVEY CONTROL
 FB1207  ___________________________________________________________________
 FB1207* NAD 83(1986)-  35 38 07.     (N)    083 27 56.     (W)     SCALED    
 FB1207* NAVD 88     -      1097.515  (meters)    3600.76   (feet)  ADJUSTED  
 FB1207  ___________________________________________________________________
 FB1207  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FB1207  DYNAMIC HT  -        1096.298 (meters)    3596.77  (feet)  COMP
 FB1207  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 FB1207
 FB1207  VERT ORDER  -  SECOND    CLASS 0
 FB1207
 FB1207.The horizontal coordinates were scaled from a topographic map and have
 FB1207.an estimated accuracy of +/- 6 seconds.
 FB1207
 FB1207.The orthometric height was determined by differential leveling
 FB1207.and adjusted by the National Geodetic Survey in June 1991..
 FB1207
 FB1207.The geoid height was determined by GEOID03.
 FB1207
 FB1207.The dynamic height is computed by dividing the NAVD 88
 FB1207.geopotential number by the normal gravity value computed on the
 FB1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1207.degrees latitude (g = 980.6199 gals.).
 FB1207
 FB1207.The modeled gravity was interpolated from observed gravity values.
 FB1207
 FB1207;                    North         East    Units  Estimated Accuracy
 FB1207;SPC TN       -   147,420.      829,530.      MT  (+/- 180 meters Scaled)
 FB1207
 FB1207                          SUPERSEDED SURVEY CONTROL
 FB1207
 FB1207  NGVD 29 (??/??/92) 1097.536  (m)         3600.83   (f) ADJ UNCH    2 0
 FB1207
 FB1207.Superseded values are not recommended for survey control.
 FB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1207.See file dsdata.txt to determine how the superseded data were derived.
 FB1207
 FB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV767462(NAD 83)
 FB1207_MARKER: DB = BENCH MARK DISK
 FB1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1207_STAMPING: N 53 1934
 FB1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1207+STABILITY: SURFACE MOTION
 FB1207
 FB1207  HISTORY     - Date     Condition        Report By
 FB1207  HISTORY     - 1934     MONUMENTED       CGS
 FB1207  HISTORY     - 1934     GOOD             NGS
 FB1207
 FB1207                          STATION DESCRIPTION
 FB1207
 FB1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1207'9.8 MI SE FROM GATLINBURG.
 FB1207'9.8 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1207'SEVIER COUNTY, 100 FEET EAST OF A HORSESHOE CURVE, 10 FEET NORTH
 FB1207'OF A 36-INCH SPRUCE TREE, AND 35 FEET SOUTH OF THE CENTERLINE
 FB1207'OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 53 1934 AND SET IN
 FB1207'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2366 ***********************************************************************
 GA2366  DESIGNATION -  N 54
 GA2366  PID         -  GA2366
 GA2366  STATE/COUNTY-  TN/KNOX
 GA2366  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2366
 GA2366                         *CURRENT SURVEY CONTROL
 GA2366  ___________________________________________________________________
 GA2366* NAD 83(1986)-  36 00 57.     (N)    083 58 01.     (W)     SCALED    
 GA2366* NAVD 88     -       323.423  (meters)    1061.10   (feet)  ADJUSTED  
 GA2366  ___________________________________________________________________
 GA2366  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2366  DYNAMIC HT  -         323.120 (meters)    1060.10  (feet)  COMP
 GA2366  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 GA2366
 GA2366  VERT ORDER  -  FIRST     CLASS I
 GA2366
 GA2366.The horizontal coordinates were scaled from a topographic map and have
 GA2366.an estimated accuracy of +/- 6 seconds.
 GA2366
 GA2366.The orthometric height was determined by differential leveling
 GA2366.and adjusted by the National Geodetic Survey in June 1991..
 GA2366.WARNING-Repeat measurements at this control monument indicate possible
 GA2366.vertical movement.
 GA2366
 GA2366.The geoid height was determined by GEOID03.
 GA2366
 GA2366.The dynamic height is computed by dividing the NAVD 88
 GA2366.geopotential number by the normal gravity value computed on the
 GA2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2366.degrees latitude (g = 980.6199 gals.).
 GA2366
 GA2366.The modeled gravity was interpolated from observed gravity values.
 GA2366
 GA2366;                    North         East    Units  Estimated Accuracy
 GA2366;SPC TN       -   188,580.      783,250.      MT  (+/- 180 meters Scaled)
 GA2366
 GA2366                          SUPERSEDED SURVEY CONTROL
 GA2366
 GA2366  NGVD 29 (??/??/92)  323.537  (m)         1061.47   (f) ADJ UNCH    1 1
 GA2366
 GA2366.Superseded values are not recommended for survey control.
 GA2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2366.See file dsdata.txt to determine how the superseded data were derived.
 GA2366
 GA2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV326897(NAD 83)
 GA2366_MARKER: DB = BENCH MARK DISK
 GA2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2366_STAMPING: N 54 1934
 GA2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2366+STABILITY: SURFACE MOTION
 GA2366
 GA2366  HISTORY     - Date     Condition        Report By
 GA2366  HISTORY     - 1934     MONUMENTED       CGS
 GA2366  HISTORY     - 1967     GOOD             NGS
 GA2366  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2366
 GA2366                          STATION DESCRIPTION
 GA2366
 GA2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2366'4.5 MI NW FROM KNOXVILLE.
 GA2366'ABOUT 4.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2366'STATION AT KNOXVILLE, 3.9 MILES EAST OF THE STATION AT POWELL,
 GA2366'ABOUT 0.3 MILE NORTHWEST OF MILEPOST 4, 35 FEET NORTH OF THE
 GA2366'CENTER OF THE CROSSING OF CEDAR ROAD, 17.4 FEET NORTHEAST OF THE
 GA2366'NORTHEAST RAIL, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 GA2366'ROAD, 18.2 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF A 10-INCH
 GA2366'PIPE CULVERT UNDER THE ROAD, 15 FEET NORTH-NORTHWEST OF A
 GA2366'STEEL POST SUPPORTING A FLASHING CROSSING SIGN, 2.7 FEET NORTHEAST
 GA2366'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GA2366'TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 GA2366'LEVEL OF THE GROUND.
 GA2366
 GA2366                          STATION RECOVERY (1982)
 GA2366
 GA2366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1568 ***********************************************************************
 GA1568  DESIGNATION -  N 55
 GA1568  PID         -  GA1568
 GA1568  STATE/COUNTY-  TN/HAWKINS
 GA1568  USGS QUAD   -  KYLES FORD (1969)
 GA1568
 GA1568                         *CURRENT SURVEY CONTROL
 GA1568  ___________________________________________________________________
 GA1568* NAD 83(1986)-  36 30 40.     (N)    083 01 44.     (W)     SCALED    
 GA1568* NAVD 88     -       464.073  (meters)    1522.55   (feet)  ADJUSTED  
 GA1568  ___________________________________________________________________
 GA1568  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1568  DYNAMIC HT  -         463.650 (meters)    1521.16  (feet)  COMP
 GA1568  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GA1568
 GA1568  VERT ORDER  -  SECOND    CLASS 0
 GA1568
 GA1568.The horizontal coordinates were scaled from a topographic map and have
 GA1568.an estimated accuracy of +/- 6 seconds.
 GA1568
 GA1568.The orthometric height was determined by differential leveling
 GA1568.and adjusted by the National Geodetic Survey in June 1991..
 GA1568
 GA1568.The geoid height was determined by GEOID03.
 GA1568
 GA1568.The dynamic height is computed by dividing the NAVD 88
 GA1568.geopotential number by the normal gravity value computed on the
 GA1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1568.degrees latitude (g = 980.6199 gals.).
 GA1568
 GA1568.The modeled gravity was interpolated from observed gravity values.
 GA1568
 GA1568;                    North         East    Units  Estimated Accuracy
 GA1568;SPC TN       -   245,670.      866,110.      MT  (+/- 180 meters Scaled)
 GA1568
 GA1568                          SUPERSEDED SURVEY CONTROL
 GA1568
 GA1568  NGVD 29 (??/??/92)  464.212  (m)         1523.00   (f) ADJ UNCH    2 0
 GA1568
 GA1568.Superseded values are not recommended for survey control.
 GA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1568.See file dsdata.txt to determine how the superseded data were derived.
 GA1568
 GA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA183425(NAD 83)
 GA1568_MARKER: DB = BENCH MARK DISK
 GA1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1568_STAMPING: N 55 1934
 GA1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1568+STABILITY: SURFACE MOTION
 GA1568
 GA1568  HISTORY     - Date     Condition        Report By
 GA1568  HISTORY     - 1934     MONUMENTED       CGS
 GA1568  HISTORY     - 1935     GOOD             NGS
 GA1568
 GA1568                          STATION DESCRIPTION
 GA1568
 GA1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1568'AT EIDSON.
 GA1568'14.7 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, AT
 GA1568'EIDSON, 50 YARDS NORTHWEST OF THE POST OFFICE AND STORE, 50
 GA1568'YARDS NORTH OF ULA LONGS HOUSE, (50 FEET NORTH OF C.C. BROOKS
 GA1568'HOUSE) 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 5
 GA1568'FEET SOUTH OF THE WIRE FENCE ON THE BANK OF A STREAM.  A
 GA1568'STANDARD DISK, STAMPED N 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA1568'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0751 ***********************************************************************
 GA0751  DESIGNATION -  N 56
 GA0751  PID         -  GA0751
 GA0751  STATE/COUNTY-  TN/GREENE
 GA0751  USGS QUAD   -  CHUCKEY (1971)
 GA0751
 GA0751                         *CURRENT SURVEY CONTROL
 GA0751  ___________________________________________________________________
 GA0751* NAD 83(1986)-  36 11 39.     (N)    082 44 24.     (W)     SCALED    
 GA0751* NAVD 88     -       446.973  (meters)    1466.44   (feet)  ADJUSTED  
 GA0751  ___________________________________________________________________
 GA0751  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0751  DYNAMIC HT  -         446.547 (meters)    1465.05  (feet)  COMP
 GA0751  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 GA0751
 GA0751  VERT ORDER  -  SECOND    CLASS 0
 GA0751
 GA0751.The horizontal coordinates were scaled from a topographic map and have
 GA0751.an estimated accuracy of +/- 6 seconds.
 GA0751
 GA0751.The orthometric height was determined by differential leveling
 GA0751.and adjusted by the National Geodetic Survey in June 1991..
 GA0751
 GA0751.The geoid height was determined by GEOID03.
 GA0751
 GA0751.The dynamic height is computed by dividing the NAVD 88
 GA0751.geopotential number by the normal gravity value computed on the
 GA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0751.degrees latitude (g = 980.6199 gals.).
 GA0751
 GA0751.The modeled gravity was interpolated from observed gravity values.
 GA0751
 GA0751;                    North         East    Units  Estimated Accuracy
 GA0751;SPC TN       -   211,340.      893,150.      MT  (+/- 180 meters Scaled)
 GA0751
 GA0751                          SUPERSEDED SURVEY CONTROL
 GA0751
 GA0751  NGVD 29 (??/??/92)  447.103  (m)         1466.87   (f) ADJ UNCH    2 0
 GA0751
 GA0751.Superseded values are not recommended for survey control.
 GA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0751.See file dsdata.txt to determine how the superseded data were derived.
 GA0751
 GA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA435068(NAD 83)
 GA0751_MARKER: DB = BENCH MARK DISK
 GA0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0751_SP_SET: BRIDGE
 GA0751_STAMPING: N 56 1934
 GA0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0751
 GA0751  HISTORY     - Date     Condition        Report By
 GA0751  HISTORY     - 1934     MONUMENTED       CGS
 GA0751  HISTORY     - 1955     GOOD             NGS
 GA0751
 GA0751                          STATION DESCRIPTION
 GA0751
 GA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0751'6 MI E FROM GREENEVILLE.
 GA0751'6.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0751'GREENEVILLE, GREENE COUNTY, AT MILEAGE 50.7, IN THE TOP OF THE
 GA0751'BACK WALL OF THE EAST ABUTMENT OF BRIDGE 50.7, AND 6 FEET SOUTH
 GA0751'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GA0751'N 56 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0636 ***********************************************************************
 GA0636  DESIGNATION -  N 57
 GA0636  PID         -  GA0636
 GA0636  STATE/COUNTY-  TN/WASHINGTON
 GA0636  USGS QUAD   -  BOONE DAM (1968)
 GA0636
 GA0636                         *CURRENT SURVEY CONTROL
 GA0636  ___________________________________________________________________
 GA0636* NAD 83(1986)-  36 25 07.     (N)    082 28 22.     (W)     SCALED    
 GA0636* NAVD 88     -       465.803  (meters)    1528.22   (feet)  ADJUSTED  
 GA0636  ___________________________________________________________________
 GA0636  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0636  DYNAMIC HT  -         465.366 (meters)    1526.79  (feet)  COMP
 GA0636  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 GA0636
 GA0636  VERT ORDER  -  SECOND    CLASS 0
 GA0636
 GA0636.The horizontal coordinates were scaled from a topographic map and have
 GA0636.an estimated accuracy of +/- 6 seconds.
 GA0636
 GA0636.The orthometric height was determined by differential leveling
 GA0636.and adjusted by the National Geodetic Survey in June 1991..
 GA0636
 GA0636.The geoid height was determined by GEOID03.
 GA0636
 GA0636.The dynamic height is computed by dividing the NAVD 88
 GA0636.geopotential number by the normal gravity value computed on the
 GA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0636.degrees latitude (g = 980.6199 gals.).
 GA0636
 GA0636.The modeled gravity was interpolated from observed gravity values.
 GA0636
 GA0636;                    North         East    Units  Estimated Accuracy
 GA0636;SPC TN       -   237,060.      916,270.      MT  (+/- 180 meters Scaled)
 GA0636
 GA0636                          SUPERSEDED SURVEY CONTROL
 GA0636
 GA0636  NGVD 29 (??/??/92)  465.945  (m)         1528.69   (f) ADJ UNCH    2 0
 GA0636
 GA0636.Superseded values are not recommended for survey control.
 GA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0636.See file dsdata.txt to determine how the superseded data were derived.
 GA0636
 GA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679313(NAD 83)
 GA0636_MARKER: DB = BENCH MARK DISK
 GA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0636_STAMPING: N 57 1934
 GA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0636+STABILITY: SURFACE MOTION
 GA0636
 GA0636  HISTORY     - Date     Condition        Report By
 GA0636  HISTORY     - 1934     MONUMENTED       CGS
 GA0636  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 GA0636
 GA0636                          STATION DESCRIPTION
 GA0636
 GA0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0636'12.4 MI NW FROM JOHNSON CITY.
 GA0636'12.4 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0636'CITY, WASHINGTON COUNTY, 5 RAILS SOUTH OF THE STATION AT GRAY,
 GA0636'30 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHEAST
 GA0636'OF THE SOUTHEAST CORNER OF A FEED STORE.  A STANDARD DISK,
 GA0636'STAMPED N 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0636
 GA0636                          STATION RECOVERY (1979)
 GA0636
 GA0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0636'THE FEED STORE GONE AND NEW WHAREHOUSE HAS BEEN BULIT NEAR SITE OF
 GA0636'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0950 ***********************************************************************
 FZ0950  DESIGNATION -  N 58
 FZ0950  PID         -  FZ0950
 FZ0950  STATE/COUNTY-  TN/JOHNSON
 FZ0950  USGS QUAD   -  SHERWOOD (1994)
 FZ0950
 FZ0950                         *CURRENT SURVEY CONTROL
 FZ0950  ___________________________________________________________________
 FZ0950* NAD 83(1986)-  36 21 41.     (N)    081 45 24.     (W)     SCALED    
 FZ0950* NAVD 88     -       909.675  (meters)    2984.49   (feet)  ADJUSTED  
 FZ0950  ___________________________________________________________________
 FZ0950  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ0950  DYNAMIC HT  -         908.732 (meters)    2981.40  (feet)  COMP
 FZ0950  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 FZ0950
 FZ0950  VERT ORDER  -  SECOND    CLASS 0
 FZ0950
 FZ0950.The horizontal coordinates were scaled from a topographic map and have
 FZ0950.an estimated accuracy of +/- 6 seconds.
 FZ0950
 FZ0950.The orthometric height was determined by differential leveling
 FZ0950.and adjusted by the National Geodetic Survey in June 1991..
 FZ0950
 FZ0950.The geoid height was determined by GEOID03.
 FZ0950
 FZ0950.The dynamic height is computed by dividing the NAVD 88
 FZ0950.geopotential number by the normal gravity value computed on the
 FZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0950.degrees latitude (g = 980.6199 gals.).
 FZ0950
 FZ0950.The modeled gravity was interpolated from observed gravity values.
 FZ0950
 FZ0950;                    North         East    Units  Estimated Accuracy
 FZ0950;SPC TN       -   233,270.      980,720.      MT  (+/- 180 meters Scaled)
 FZ0950
 FZ0950                          SUPERSEDED SURVEY CONTROL
 FZ0950
 FZ0950  NGVD 29 (??/??/92)  909.725  (m)         2984.66   (f) ADJ UNCH    2 0
 FZ0950
 FZ0950.Superseded values are not recommended for survey control.
 FZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0950.See file dsdata.txt to determine how the superseded data were derived.
 FZ0950
 FZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA321242(NAD 83)
 FZ0950_MARKER: DB = BENCH MARK DISK
 FZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0950_STAMPING: 2984.827 N 58 1934
 FZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0950+STABILITY: SURFACE MOTION
 FZ0950
 FZ0950  HISTORY     - Date     Condition        Report By
 FZ0950  HISTORY     - 1934     MONUMENTED       CGS
 FZ0950  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ0950
 FZ0950                          STATION DESCRIPTION
 FZ0950
 FZ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0950'1.2 MI N FROM TRADE.
 FZ0950'1.2 MILES NORTH ALONG U.S. HIGHWAY 421 FROM TRADE, JOHNSON
 FZ0950'COUNTY, ON THE PROPERTY OF REED THOMAS, 11 YARDS NORTH OF A POINT
 FZ0950'30 YARDS EAST OF THE NORTHEAST CORNER OF THE HOUSE, 27 FEET
 FZ0950'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST OF THE
 FZ0950'FENCE CORNER OF THE FIRST FIELD NORTH OF THE HOUSE.  A STANDARD
 FZ0950'DISK, STAMPED 2984.827 N 58 1934 AND SET IN THE TOP OF A CONCRETE
 FZ0950'POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ0950
 FZ0950                          STATION RECOVERY (2003)
 FZ0950
 FZ0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ0950'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIPTION POOR. HIGHWAY IS NOW
 FZ0950'GRADED WELL ABOVE 1930'S LEVEL, STATION IS BURIED OR GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0812 ***********************************************************************
 GD0812  DESIGNATION -  N 59
 GD0812  PID         -  GD0812
 GD0812  STATE/COUNTY-  TN/DYER
 GD0812  USGS QUAD   -  DYERSBURG (1983)
 GD0812
 GD0812                         *CURRENT SURVEY CONTROL
 GD0812  ___________________________________________________________________
 GD0812* NAD 83(1986)-  36 02 06.     (N)    089 23 50.     (W)     SCALED    
 GD0812* NAVD 88     -        88.482  (meters)     290.29   (feet)  ADJUSTED  
 GD0812  ___________________________________________________________________
 GD0812  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0812  DYNAMIC HT  -          88.407 (meters)     290.05  (feet)  COMP
 GD0812  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GD0812
 GD0812  VERT ORDER  -  SECOND    CLASS 0
 GD0812
 GD0812.The horizontal coordinates were scaled from a topographic map and have
 GD0812.an estimated accuracy of +/- 6 seconds.
 GD0812
 GD0812.The orthometric height was determined by differential leveling
 GD0812.and adjusted by the National Geodetic Survey in June 1991..
 GD0812
 GD0812.The geoid height was determined by GEOID03.
 GD0812
 GD0812.The dynamic height is computed by dividing the NAVD 88
 GD0812.geopotential number by the normal gravity value computed on the
 GD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0812.degrees latitude (g = 980.6199 gals.).
 GD0812
 GD0812.The modeled gravity was interpolated from observed gravity values.
 GD0812
 GD0812;                    North         East    Units  Estimated Accuracy
 GD0812;SPC TN       -   194,110.      293,910.      MT  (+/- 180 meters Scaled)
 GD0812
 GD0812                          SUPERSEDED SURVEY CONTROL
 GD0812
 GD0812  NGVD 29 (??/??/??)   88.407  (m)          290.05   (f) ADJUSTED    2 0
 GD0812
 GD0812.Superseded values are not recommended for survey control.
 GD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0812.See file dsdata.txt to determine how the superseded data were derived.
 GD0812
 GD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE840904(NAD 83)
 GD0812_MARKER: DB = BENCH MARK DISK
 GD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0812_STAMPING: N 59 1935
 GD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0812+STABILITY: SURFACE MOTION
 GD0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0812+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0812
 GD0812  HISTORY     - Date     Condition        Report By
 GD0812  HISTORY     - 1935     MONUMENTED       CGS
 GD0812  HISTORY     - 1974     GOOD             NGS
 GD0812  HISTORY     - 20020730 GOOD             USACE
 GD0812
 GD0812                          STATION DESCRIPTION
 GD0812
 GD0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0812'IN DYERSBURG.
 GD0812'AT DYERSBURG, 0.15 MILE NORTH ALONG NORTH MILL STREET FROM THE
 GD0812'COURTHOUSE, THENCE 0.70 MILE WEST ALONG FOREST STREET (STATE HIGHWAY
 GD0812'20 AND STATE HIGHWAY 78), SET IN THE Y OF THE JUNCTION OF STATE
 GD0812'HIGHWAY 20 AND A PAVED ROAD LEADING WEST-NORTHWEST, 34 FEET
 GD0812'SOUTH-SOUTHWEST OF THE CENTER LINE OF PAVED ROAD, 25 FEET NORTH OF THE
 GD0812'CENTER LINE OF HIGHWAY 20, 170 FEET EAST OF THE CONCRETE ARCH ENTRANCE
 GD0812'TO OLD FAIRGROUNDS, 42.2 FEET WEST-NORTHWEST OF A POWER POLE WITH TWO
 GD0812'GUY WIRES AND SEVERAL BRANCH LINES, 1 FOOT EAST OF A METAL WITNESS
 GD0812'POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD0812'PROJECTING 0.1 FOOT.  NOTE-- EXTRA TIE MARK.
 GD0812
 GD0812                          STATION RECOVERY (2002)
 GD0812
 GD0812'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0755 ***********************************************************************
 GA0755  DESIGNATION -  N 59
 GA0755  PID         -  GA0755
 GA0755  STATE/COUNTY-  TN/GREENE
 GA0755  USGS QUAD   -  CHUCKEY (1971)
 GA0755
 GA0755                         *CURRENT SURVEY CONTROL
 GA0755  ___________________________________________________________________
 GA0755* NAD 83(1986)-  36 12 42.     (N)    082 41 15.     (W)     SCALED    
 GA0755* NAVD 88     -       445.183  (meters)    1460.57   (feet)  ADJUSTED  
 GA0755  ___________________________________________________________________
 GA0755  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0755  DYNAMIC HT  -         444.758 (meters)    1459.18  (feet)  COMP
 GA0755  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0755
 GA0755  VERT ORDER  -  SECOND    CLASS 0
 GA0755
 GA0755.The horizontal coordinates were scaled from a topographic map and have
 GA0755.an estimated accuracy of +/- 6 seconds.
 GA0755
 GA0755.The orthometric height was determined by differential leveling
 GA0755.and adjusted by the National Geodetic Survey in June 1991..
 GA0755
 GA0755.The geoid height was determined by GEOID03.
 GA0755
 GA0755.The dynamic height is computed by dividing the NAVD 88
 GA0755.geopotential number by the normal gravity value computed on the
 GA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0755.degrees latitude (g = 980.6199 gals.).
 GA0755
 GA0755.The modeled gravity was interpolated from observed gravity values.
 GA0755
 GA0755;                    North         East    Units  Estimated Accuracy
 GA0755;SPC TN       -   213,440.      897,800.      MT  (+/- 180 meters Scaled)
 GA0755
 GA0755                          SUPERSEDED SURVEY CONTROL
 GA0755
 GA0755  NGVD 29 (??/??/92)  445.313  (m)         1461.00   (f) ADJ UNCH    2 0
 GA0755
 GA0755.Superseded values are not recommended for survey control.
 GA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0755.See file dsdata.txt to determine how the superseded data were derived.
 GA0755
 GA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA483087(NAD 83)
 GA0755_MARKER: DB = BENCH MARK DISK
 GA0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0755_STAMPING: N 59 1934
 GA0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0755+STABILITY: SURFACE MOTION
 GA0755
 GA0755  HISTORY     - Date     Condition        Report By
 GA0755  HISTORY     - 1934     MONUMENTED       CGS
 GA0755  HISTORY     - 1955     GOOD             NGS
 GA0755
 GA0755                          STATION DESCRIPTION
 GA0755
 GA0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0755'9.6 MI E FROM GREENEVILLE.
 GA0755'9.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0755'GREENEVILLE, GREENE COUNTY, 45 FEET WEST OF THE WEST SIDE OF THE
 GA0755'STATION AT CHUCKEY, AT MILEAGE 47.1, 12 FEET WEST OF THE CENTER
 GA0755'OF A CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0755'AND 6 FEET NORTH AND 2 FEET WEST OF A FENCE CORNER.  A STANDARD
 GA0755'DISK, STAMPED N 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0149 ***********************************************************************
 FD0149  DESIGNATION -  N 6
 FD0149  PID         -  FD0149
 FD0149  STATE/COUNTY-  TN/COFFEE
 FD0149  USGS QUAD   -  TULLAHOMA (1982)
 FD0149
 FD0149                         *CURRENT SURVEY CONTROL
 FD0149  ___________________________________________________________________
 FD0149* NAD 83(1986)-  35 22 05.     (N)    086 12 54.     (W)     SCALED    
 FD0149* NAVD 88     -       323.339  (meters)    1060.82   (feet)  ADJUSTED  
 FD0149  ___________________________________________________________________
 FD0149  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0149  DYNAMIC HT  -         323.028 (meters)    1059.80  (feet)  COMP
 FD0149  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 FD0149
 FD0149  VERT ORDER  -  FIRST     CLASS II
 FD0149
 FD0149.The horizontal coordinates were scaled from a topographic map and have
 FD0149.an estimated accuracy of +/- 6 seconds.
 FD0149
 FD0149.The orthometric height was determined by differential leveling
 FD0149.and adjusted by the National Geodetic Survey in June 1991..
 FD0149
 FD0149.The geoid height was determined by GEOID03.
 FD0149
 FD0149.The dynamic height is computed by dividing the NAVD 88
 FD0149.geopotential number by the normal gravity value computed on the
 FD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0149.degrees latitude (g = 980.6199 gals.).
 FD0149
 FD0149.The modeled gravity was interpolated from observed gravity values.
 FD0149
 FD0149;                    North         East    Units  Estimated Accuracy
 FD0149;SPC TN       -   114,820.      580,460.      MT  (+/- 180 meters Scaled)
 FD0149
 FD0149                          SUPERSEDED SURVEY CONTROL
 FD0149
 FD0149  NGVD 29 (??/??/92)  323.315  (m)         1060.74   (f) ADJ UNCH    1 2
 FD0149
 FD0149.Superseded values are not recommended for survey control.
 FD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0149.See file dsdata.txt to determine how the superseded data were derived.
 FD0149
 FD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE713141(NAD 83)
 FD0149_MARKER: DB = BENCH MARK DISK
 FD0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0149_STAMPING: 1061.084 N 6 1930
 FD0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0149+STABILITY: SURFACE MOTION
 FD0149
 FD0149  HISTORY     - Date     Condition        Report By
 FD0149  HISTORY     - 1930     MONUMENTED       CGS
 FD0149  HISTORY     - 1941     GOOD             NGS
 FD0149  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0149
 FD0149                          STATION DESCRIPTION
 FD0149
 FD0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FD0149'AT TULLAHOMA.
 FD0149'AT TULLAHOMA, COFFEE COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0149'AND ST. LOUIS RAILWAY, 1/4 MILE NORTHWEST OF THE STATION, 6
 FD0149'RAILS NORTHWEST OF BLOCK SIGNAL 68/5, AND 34 FEET NORTHEAST OF
 FD0149'THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED 1061.084 N 6 1930
 FD0149'AND SET IN THE TOP OF A CONCRETE POST.
 FD0149
 FD0149                          STATION RECOVERY (1999)
 FD0149
 FD0149'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0149'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0890 ***********************************************************************
 FE0890  DESIGNATION -  N 61
 FE0890  PID         -  FE0890
 FE0890  STATE/COUNTY-  TN/HAYWOOD
 FE0890  USGS QUAD   -  BROWNSVILLE (1983)
 FE0890
 FE0890                         *CURRENT SURVEY CONTROL
 FE0890  ___________________________________________________________________
 FE0890* NAD 83(1986)-  35 36 24.     (N)    089 17 43.     (W)     SCALED    
 FE0890* NAVD 88     -       114.947  (meters)     377.12   (feet)  ADJUSTED  
 FE0890  ___________________________________________________________________
 FE0890  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0890  DYNAMIC HT  -         114.846 (meters)     376.79  (feet)  COMP
 FE0890  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 FE0890
 FE0890  VERT ORDER  -  SECOND    CLASS 0
 FE0890
 FE0890.The horizontal coordinates were scaled from a topographic map and have
 FE0890.an estimated accuracy of +/- 6 seconds.
 FE0890
 FE0890.The orthometric height was determined by differential leveling
 FE0890.and adjusted by the National Geodetic Survey in June 1991..
 FE0890
 FE0890.The geoid height was determined by GEOID03.
 FE0890
 FE0890.The dynamic height is computed by dividing the NAVD 88
 FE0890.geopotential number by the normal gravity value computed on the
 FE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0890.degrees latitude (g = 980.6199 gals.).
 FE0890
 FE0890.The modeled gravity was interpolated from observed gravity values.
 FE0890
 FE0890;                    North         East    Units  Estimated Accuracy
 FE0890;SPC TN       -   146,300.      301,490.      MT  (+/- 180 meters Scaled)
 FE0890
 FE0890                          SUPERSEDED SURVEY CONTROL
 FE0890
 FE0890  NGVD 29 (??/??/??)  114.951  (m)          377.14   (f) ADJUSTED    2 0
 FE0890
 FE0890.Superseded values are not recommended for survey control.
 FE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0890.See file dsdata.txt to determine how the superseded data were derived.
 FE0890
 FE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE920427(NAD 83)
 FE0890_MARKER: DB = BENCH MARK DISK
 FE0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0890_STAMPING: N 61 1935
 FE0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0890+STABILITY: SURFACE MOTION
 FE0890
 FE0890  HISTORY     - Date     Condition        Report By
 FE0890  HISTORY     - 1935     MONUMENTED       CGS
 FE0890  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0890
 FE0890                          STATION DESCRIPTION
 FE0890
 FE0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0890'2.2 MI NW FROM BROWNSVILLE.
 FE0890'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 FE0890'COURTHOUSE AT BROWNSVILLE, HAYWOOD COUNTY, ABOUT 290 FEET EAST
 FE0890'OF THE JUNCTION OF A ROAD LEADING SOUTH, 28 FEET NORTH OF THE
 FE0890'CENTERLINE OF THE HIGHWAY, AND AT A FENCE.  A STANDARD DISK,
 FE0890'STAMPED N 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0890
 FE0890                          STATION RECOVERY (1958)
 FE0890
 FE0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0789 ***********************************************************************
 FE0789  DESIGNATION -  N 62
 FE0789  PID         -  FE0789
 FE0789  STATE/COUNTY-  TN/GIBSON
 FE0789  USGS QUAD   -  MILAN (1983)
 FE0789
 FE0789                         *CURRENT SURVEY CONTROL
 FE0789  ___________________________________________________________________
 FE0789* NAD 83(1986)-  35 54 40.     (N)    088 46 43.     (W)     SCALED    
 FE0789* NAVD 88     -       123.753  (meters)     406.01   (feet)  ADJUSTED  
 FE0789  ___________________________________________________________________
 FE0789  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0789  DYNAMIC HT  -         123.646 (meters)     405.66  (feet)  COMP
 FE0789  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 FE0789
 FE0789  VERT ORDER  -  SECOND    CLASS 0
 FE0789
 FE0789.The horizontal coordinates were scaled from a topographic map and have
 FE0789.an estimated accuracy of +/- 6 seconds.
 FE0789
 FE0789.The orthometric height was determined by differential leveling
 FE0789.and adjusted by the National Geodetic Survey in June 1991..
 FE0789
 FE0789.The geoid height was determined by GEOID03.
 FE0789
 FE0789.The dynamic height is computed by dividing the NAVD 88
 FE0789.geopotential number by the normal gravity value computed on the
 FE0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0789.degrees latitude (g = 980.6199 gals.).
 FE0789
 FE0789.The modeled gravity was interpolated from observed gravity values.
 FE0789
 FE0789;                    North         East    Units  Estimated Accuracy
 FE0789;SPC TN       -   178,610.      349,240.      MT  (+/- 180 meters Scaled)
 FE0789
 FE0789                          SUPERSEDED SURVEY CONTROL
 FE0789
 FE0789  NGVD 29 (??/??/??)  123.805  (m)          406.18   (f) ADJUSTED    2 0
 FE0789
 FE0789.Superseded values are not recommended for survey control.
 FE0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0789.See file dsdata.txt to determine how the superseded data were derived.
 FE0789
 FE0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE395755(NAD 83)
 FE0789_MARKER: DB = BENCH MARK DISK
 FE0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0789_STAMPING: N 62 1935
 FE0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0789+STABILITY: SURFACE MOTION
 FE0789
 FE0789  HISTORY     - Date     Condition        Report By
 FE0789  HISTORY     - 1935     MONUMENTED       CGS
 FE0789  HISTORY     - 1948     GOOD             CGS
 FE0789  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0789
 FE0789                          STATION DESCRIPTION
 FE0789
 FE0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0789'1.2 MI SW FROM MILAN.
 FE0789'ABOUT 1.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE0789'RAILROAD FROM THE STATION AT MILAN, ABOUT 0.5 MILE SOUTHWEST OF
 FE0789'MILE POST 284, 77 YARDS NORTHEAST OF A BLOCK SIGNAL, 30.5 FEET
 FE0789'NORTHWEST OF THE NORTHWEST RAIL, 28 FEET NORTHEAST OF THE
 FE0789'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 30 YARDS
 FE0789'SOUTHWEST OF THE TOP OF A GRADE IN THE GRAVEL ROAD AT A POINT
 FE0789'WHERE IT TURNS NORTH AND LEAVES TRACK, 52.5 FEET SOUTHWEST OF
 FE0789'A TELEPHONE POLE AND 10 FEET SOUTHEAST OF BEING IN LINE WITH THE
 FE0789'ROW OF POLES, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0789'4.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0789'PROJECTING 6 INCHES.
 FE0789
 FE0789                          STATION RECOVERY (2002)
 FE0789
 FE0789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0876 ***********************************************************************
 FE0876  DESIGNATION -  N 63
 FE0876  PID         -  FE0876
 FE0876  STATE/COUNTY-  TN/HAYWOOD
 FE0876  USGS QUAD   -  BROWNSVILLE (1983)
 FE0876
 FE0876                         *CURRENT SURVEY CONTROL
 FE0876  ___________________________________________________________________
 FE0876* NAD 83(1986)-  35 35 13.     (N)    089 16 11.     (W)     SCALED    
 FE0876* NAVD 88     -       102.711  (meters)     336.98   (feet)  ADJUSTED  
 FE0876  ___________________________________________________________________
 FE0876  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0876  DYNAMIC HT  -         102.620 (meters)     336.68  (feet)  COMP
 FE0876  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FE0876
 FE0876  VERT ORDER  -  SECOND    CLASS 0
 FE0876
 FE0876.The horizontal coordinates were scaled from a topographic map and have
 FE0876.an estimated accuracy of +/- 6 seconds.
 FE0876
 FE0876.The orthometric height was determined by differential leveling
 FE0876.and adjusted by the National Geodetic Survey in June 1991..
 FE0876
 FE0876.The geoid height was determined by GEOID03.
 FE0876
 FE0876.The dynamic height is computed by dividing the NAVD 88
 FE0876.geopotential number by the normal gravity value computed on the
 FE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0876.degrees latitude (g = 980.6199 gals.).
 FE0876
 FE0876.The modeled gravity was interpolated from observed gravity values.
 FE0876
 FE0876;                    North         East    Units  Estimated Accuracy
 FE0876;SPC TN       -   144,040.      303,730.      MT  (+/- 180 meters Scaled)
 FE0876
 FE0876                          SUPERSEDED SURVEY CONTROL
 FE0876
 FE0876  NGVD 29 (??/??/??)  102.718  (m)          337.00   (f) ADJUSTED    2 0
 FE0876
 FE0876.Superseded values are not recommended for survey control.
 FE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0876.See file dsdata.txt to determine how the superseded data were derived.
 FE0876
 FE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE943405(NAD 83)
 FE0876_MARKER: DB = BENCH MARK DISK
 FE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0876_STAMPING: N 63 1935
 FE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0876+STABILITY: SURFACE MOTION
 FE0876
 FE0876  HISTORY     - Date     Condition        Report By
 FE0876  HISTORY     - 1935     MONUMENTED       CGS
 FE0876  HISTORY     - 1949     GOOD             CGS
 FE0876  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0876
 FE0876                          STATION DESCRIPTION
 FE0876
 FE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0876'0.5 MI W FROM BROWNSVILLE.
 FE0876'0.5 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0876'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, 14-1/2 RAILS
 FE0876'WEST OF MILEPOST 321, AT THE WEST EDGE OF TOWN, AT A ROAD
 FE0876'CROSSING, 5-1/2 RAILS WEST OF THE ROAD, 55 FEET SOUTH OF THE
 FE0876'CENTERLINE OF THE TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 FE0876'FENCE.  A STANDARD DISK, STAMPED N 63 1935 AND SET IN THE TOP OF
 FE0876'A CONCRETE POST.
 FE0876
 FE0876                          STATION RECOVERY (1958)
 FE0876
 FE0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1068 ***********************************************************************
 FE1068  DESIGNATION -  N 64
 FE1068  PID         -  FE1068
 FE1068  STATE/COUNTY-  TN/HARDEMAN
 FE1068  USGS QUAD   -  MIDDLEBURG (1980)
 FE1068
 FE1068                         *CURRENT SURVEY CONTROL
 FE1068  ___________________________________________________________________
 FE1068* NAD 83(1986)-  35 14 18.     (N)    089 01 11.     (W)     SCALED    
 FE1068* NAVD 88     -       152.206  (meters)     499.36   (feet)  ADJUSTED  
 FE1068  ___________________________________________________________________
 FE1068  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE1068  DYNAMIC HT  -         152.064 (meters)     498.90  (feet)  COMP
 FE1068  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 FE1068
 FE1068  VERT ORDER  -  SECOND    CLASS 0
 FE1068
 FE1068.The horizontal coordinates were scaled from a topographic map and have
 FE1068.an estimated accuracy of +/- 6 seconds.
 FE1068
 FE1068.The orthometric height was determined by differential leveling
 FE1068.and adjusted by the National Geodetic Survey in June 1991..
 FE1068
 FE1068.The geoid height was determined by GEOID03.
 FE1068
 FE1068.The dynamic height is computed by dividing the NAVD 88
 FE1068.geopotential number by the normal gravity value computed on the
 FE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1068.degrees latitude (g = 980.6199 gals.).
 FE1068
 FE1068.The modeled gravity was interpolated from observed gravity values.
 FE1068
 FE1068;                    North         East    Units  Estimated Accuracy
 FE1068;SPC TN       -   104,650.      325,180.      MT  (+/- 180 meters Scaled)
 FE1068
 FE1068                          SUPERSEDED SURVEY CONTROL
 FE1068
 FE1068  NGVD 29 (??/??/??)  152.188  (m)          499.30   (f) ADJUSTED    2 0
 FE1068
 FE1068.Superseded values are not recommended for survey control.
 FE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1068.See file dsdata.txt to determine how the superseded data were derived.
 FE1068
 FE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE162013(NAD 83)
 FE1068_MARKER: DB = BENCH MARK DISK
 FE1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1068_STAMPING: N 64 1935
 FE1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1068+STABILITY: SURFACE MOTION
 FE1068
 FE1068  HISTORY     - Date     Condition        Report By
 FE1068  HISTORY     - 1935     MONUMENTED       CGS
 FE1068  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1068
 FE1068                          STATION DESCRIPTION
 FE1068
 FE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1068'1.8 MI S FROM BOLIVAR.
 FE1068'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1068'STATION AT BOLIVAR, HARDEMAN COUNTY, ABOUT 11 RAILS SOUTH OF
 FE1068'MILEPOST 411, AT A ROAD CROSSING, 40 FEET EAST OF THE TRACK,
 FE1068'AND 10 FEET NORTH OF THE ROAD.  A STANDARD DISK, STAMPED N 64
 FE1068'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1068
 FE1068                          STATION RECOVERY (1987)
 FE1068
 FE1068'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0785 ***********************************************************************
 FE0785  DESIGNATION -  N 65
 FE0785  PID         -  FE0785
 FE0785  STATE/COUNTY-  TN/MADISON
 FE0785  USGS QUAD   -  ADAIR (1979)
 FE0785
 FE0785                         *CURRENT SURVEY CONTROL
 FE0785  ___________________________________________________________________
 FE0785* NAD 83(1986)-  35 40 32.     (N)    088 59 40.     (W)     SCALED    
 FE0785* NAVD 88     -        99.892  (meters)     327.73   (feet)  ADJUSTED  
 FE0785  ___________________________________________________________________
 FE0785  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0785  DYNAMIC HT  -          99.803 (meters)     327.44  (feet)  COMP
 FE0785  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0785
 FE0785  VERT ORDER  -  SECOND    CLASS 0
 FE0785
 FE0785.The horizontal coordinates were scaled from a topographic map and have
 FE0785.an estimated accuracy of +/- 6 seconds.
 FE0785
 FE0785.The orthometric height was determined by differential leveling
 FE0785.and adjusted by the National Geodetic Survey in June 1991..
 FE0785
 FE0785.The geoid height was determined by GEOID03.
 FE0785
 FE0785.The dynamic height is computed by dividing the NAVD 88
 FE0785.geopotential number by the normal gravity value computed on the
 FE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0785.degrees latitude (g = 980.6199 gals.).
 FE0785
 FE0785.The modeled gravity was interpolated from observed gravity values.
 FE0785
 FE0785;                    North         East    Units  Estimated Accuracy
 FE0785;SPC TN       -   153,070.      328,960.      MT  (+/- 180 meters Scaled)
 FE0785
 FE0785                          SUPERSEDED SURVEY CONTROL
 FE0785
 FE0785  NGVD 29 (??/??/??)   99.928  (m)          327.85   (f) ADJUSTED    2 0
 FE0785
 FE0785.Superseded values are not recommended for survey control.
 FE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0785.See file dsdata.txt to determine how the superseded data were derived.
 FE0785
 FE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE195497(NAD 83)
 FE0785_MARKER: DB = BENCH MARK DISK
 FE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0785_STAMPING: N 65 1935
 FE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0785+STABILITY: SURFACE MOTION
 FE0785
 FE0785  HISTORY     - Date     Condition        Report By
 FE0785  HISTORY     - 1935     MONUMENTED       CGS
 FE0785  HISTORY     - 1959     MARK NOT FOUND   CGS
 FE0785
 FE0785                          STATION DESCRIPTION
 FE0785
 FE0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0785'6 MI E FROM BELLS.
 FE0785'IN MADISON COUNTY, 6.0 MILES EAST ALONG THE GULF, MOBILE AND
 FE0785'OHIO RAILROAD FROM THE STATION AT BELLS, CROCKETT COUNTY, 48
 FE0785'FEET EAST OF THE STATION AT ROBERTS, AND 18 FEET NORTH OF THE
 FE0785'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 65 1935 AND
 FE0785'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1179 ***********************************************************************
 FE1179  DESIGNATION -  N 67
 FE1179  PID         -  FE1179
 FE1179  STATE/COUNTY-  TN/SHELBY
 FE1179  USGS QUAD   -  ARLINGTON (1973)
 FE1179
 FE1179                         *CURRENT SURVEY CONTROL
 FE1179  ___________________________________________________________________
 FE1179* NAD 83(1986)-  35 17 09.     (N)    089 41 19.     (W)     SCALED    
 FE1179* NAVD 88     -        82.059  (meters)     269.22   (feet)  ADJUSTED  
 FE1179  ___________________________________________________________________
 FE1179  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1179  DYNAMIC HT  -          81.986 (meters)     268.98  (feet)  COMP
 FE1179  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 FE1179
 FE1179  VERT ORDER  -  SECOND    CLASS 0
 FE1179
 FE1179.The horizontal coordinates were scaled from a topographic map and have
 FE1179.an estimated accuracy of +/- 6 seconds.
 FE1179
 FE1179.The orthometric height was determined by differential leveling
 FE1179.and adjusted by the National Geodetic Survey in June 1991..
 FE1179
 FE1179.The geoid height was determined by GEOID03.
 FE1179
 FE1179.The dynamic height is computed by dividing the NAVD 88
 FE1179.geopotential number by the normal gravity value computed on the
 FE1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1179.degrees latitude (g = 980.6199 gals.).
 FE1179
 FE1179.The modeled gravity was interpolated from observed gravity values.
 FE1179
 FE1179;                    North         East    Units  Estimated Accuracy
 FE1179;SPC TN       -   112,000.      264,530.      MT  (+/- 180 meters Scaled)
 FE1179
 FE1179                          SUPERSEDED SURVEY CONTROL
 FE1179
 FE1179  NGVD 29 (??/??/??)   82.050  (m)          269.19   (f) ADJUSTED    2 0
 FE1179
 FE1179.Superseded values are not recommended for survey control.
 FE1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1179.See file dsdata.txt to determine how the superseded data were derived.
 FE1179
 FE1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE554080(NAD 83)
 FE1179_MARKER: DB = BENCH MARK DISK
 FE1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1179_STAMPING: N 67 1935
 FE1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1179+STABILITY: SURFACE MOTION
 FE1179
 FE1179  HISTORY     - Date     Condition        Report By
 FE1179  HISTORY     - 1935     MONUMENTED       CGS
 FE1179  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1179
 FE1179                          STATION DESCRIPTION
 FE1179
 FE1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1179'1.7 MI S FROM ARLINGTON.
 FE1179'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1179'THE STATION AT ARLINGTON, SHELBY COUNTY, ABOUT 1/4 MILE NORTH OF A
 FE1179'U.S. HIGHWAY 70 OVERPASS, AT A PRIVATE-ROAD CROSSING, 15 FEET NORTH
 FE1179'OF THE CENTERLINE OF THE ROAD, AND 18 FEET EAST OF THE CENTERLINE
 FE1179'OF THE TRACK.  A STANDARD DISK, STAMPED N 67 1935 AND SET IN THE
 FE1179'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FE1179
 FE1179                          STATION RECOVERY (1963)
 FE1179
 FE1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0330 ***********************************************************************
 FF0330  DESIGNATION -  N 68
 FF0330  PID         -  FF0330
 FF0330  STATE/COUNTY-  TN/SHELBY
 FF0330  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0330
 FF0330                         *CURRENT SURVEY CONTROL
 FF0330  ___________________________________________________________________
 FF0330* NAD 83(1986)-  35 10 50.     (N)    090 02 25.     (W)     SCALED    
 FF0330* NAVD 88     -        73.733  (meters)     241.91   (feet)  ADJUSTED  
 FF0330  ___________________________________________________________________
 FF0330  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0330  DYNAMIC HT  -          73.667 (meters)     241.69  (feet)  COMP
 FF0330  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0330
 FF0330  VERT ORDER  -  FIRST     CLASS II
 FF0330
 FF0330.The horizontal coordinates were scaled from a topographic map and have
 FF0330.an estimated accuracy of +/- 6 seconds.
 FF0330
 FF0330.The orthometric height was determined by differential leveling
 FF0330.and adjusted by the National Geodetic Survey in June 1991..
 FF0330
 FF0330.The geoid height was determined by GEOID03.
 FF0330
 FF0330.The dynamic height is computed by dividing the NAVD 88
 FF0330.geopotential number by the normal gravity value computed on the
 FF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0330.degrees latitude (g = 980.6199 gals.).
 FF0330
 FF0330.The modeled gravity was interpolated from observed gravity values.
 FF0330
 FF0330;                    North         East    Units  Estimated Accuracy
 FF0330;SPC TN       -   101,600.      232,080.      MT  (+/- 180 meters Scaled)
 FF0330
 FF0330                          SUPERSEDED SURVEY CONTROL
 FF0330
 FF0330  NGVD 29 (??/??/??)   73.693  (m)          241.77   (f) ADJUSTED    1 2
 FF0330
 FF0330.Superseded values are not recommended for survey control.
 FF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0330.See file dsdata.txt to determine how the superseded data were derived.
 FF0330
 FF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695970(NAD 83)
 FF0330_MARKER: DB = BENCH MARK DISK
 FF0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0330_STAMPING: N 68 1935
 FF0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0330+STABILITY: SURFACE MOTION
 FF0330
 FF0330  HISTORY     - Date     Condition        Report By
 FF0330  HISTORY     - 1935     MONUMENTED       CGS
 FF0330  HISTORY     - 1957     GOOD             CGS
 FF0330  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0330
 FF0330                          STATION DESCRIPTION
 FF0330
 FF0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0330'AT MEMPHIS.
 FF0330'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, ALONG THE ILLINOIS
 FF0330'CENTRAL RAILROAD, AT THE CROSSING OF PLUM STREET, ABOUT 0.6 MILE
 FF0330'SOUTH OF THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER THE WOLF RIVER,
 FF0330'ABOUT 0.15 MILE SOUTH-SOUTHWEST OF MILEPOST NO. 388, 21 FEET
 FF0330'WEST OF THE WEST RAIL OF THE MAIN TRACK, 31 FEET NORTH-NORTHWEST
 FF0330'OF THE CENTER OF THE CROSSING OF PLUM STREET AND THE MAIN TRACK,
 FF0330'27 FEET NORTH OF THE CENTER LINE OF PLUM STREET, 25 1/2 FEET SOUTH
 FF0330'OF THE SOUTH CORNER OF CONCRETE BASE OF THE SOUTHEAST LEG OF THE
 FF0330'JAMES E. STARK WATER TANK, 11 1/2 FEET SOUTH-SOUTHWEST OF THE
 FF0330'SOUTHWEST LEG OF OVERHEAD SIGNAL NO. J 3882, 14 FEET
 FF0330'NORTH-NORTHEAST OF A FENCE CORNER, 1 FOOT EAST-SOUTHEAST OF A
 FF0330'FENCE LINE, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 FF0330'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FF0330'NOTE--LARGE BANK OF DIRT PILED UP ALONG CHAIN LINK FENCE AND
 FF0330'ALONG A SIDE TRACK THAT IS BETWEEN THE FENCE AND MAIN TRACK.
 FF0330'CONCRETE FOUND 2 FEET BELOW GROUND AT EXACT MEASUREMENT FOR
 FF0330'MARK.
 FF0330
 FF0330                          STATION RECOVERY (1974)
 FF0330
 FF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1716 ***********************************************************************
 FE1716  DESIGNATION -  N 69
 FE1716  PID         -  FE1716
 FE1716  STATE/COUNTY-  TN/LAUDERDALE
 FE1716  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1716
 FE1716                         *CURRENT SURVEY CONTROL
 FE1716  ___________________________________________________________________
 FE1716* NAD 83(1986)-  35 40 20.     (N)    089 34 24.     (W)     SCALED    
 FE1716* NAVD 88     -        90.998  (meters)     298.55   (feet)  ADJUSTED  
 FE1716  ___________________________________________________________________
 FE1716  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1716  DYNAMIC HT  -          90.921 (meters)     298.30  (feet)  COMP
 FE1716  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FE1716
 FE1716  VERT ORDER  -  FIRST     CLASS I
 FE1716
 FE1716.The horizontal coordinates were scaled from a topographic map and have
 FE1716.an estimated accuracy of +/- 6 seconds.
 FE1716
 FE1716.The orthometric height was determined by differential leveling
 FE1716.and adjusted by the National Geodetic Survey in June 1991..
 FE1716
 FE1716.The geoid height was determined by GEOID03.
 FE1716
 FE1716.The dynamic height is computed by dividing the NAVD 88
 FE1716.geopotential number by the normal gravity value computed on the
 FE1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1716.degrees latitude (g = 980.6199 gals.).
 FE1716
 FE1716.The modeled gravity was interpolated from observed gravity values.
 FE1716
 FE1716;                    North         East    Units  Estimated Accuracy
 FE1716;SPC TN       -   154,450.      276,570.      MT  (+/- 180 meters Scaled)
 FE1716
 FE1716                          SUPERSEDED SURVEY CONTROL
 FE1716
 FE1716  NGVD 29 (??/??/??)   90.961  (m)          298.43   (f) ADJUSTED    1 1
 FE1716
 FE1716.Superseded values are not recommended for survey control.
 FE1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1716.See file dsdata.txt to determine how the superseded data were derived.
 FE1716
 FE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE670506(NAD 83)
 FE1716_MARKER: DB = BENCH MARK DISK
 FE1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1716_STAMPING: N 69 1935
 FE1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1716+STABILITY: SURFACE MOTION
 FE1716
 FE1716  HISTORY     - Date     Condition        Report By
 FE1716  HISTORY     - 1935     MONUMENTED       CGS
 FE1716  HISTORY     - 1974     GOOD             NGS
 FE1716  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1716
 FE1716                          STATION DESCRIPTION
 FE1716
 FE1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1716'AT HENNING.
 FE1716'AT HENNING, SOUTHEAST OF AND ACROSS THREE TRACKS OF THE ILLINOIS
 FE1716'CENTRAL RAILROAD FROM THE BRICK CITY HALL BUILDING, 36.3 FEET
 FE1716'SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL
 FE1716'OF AN OLD ARCH TYPE UNDERPASS (SIXTH STREET), 23.7 FEET SOUTHEAST
 FE1716'OF THE SOUTHEAST RAIL OF MAIN TRACK (NORTHBOUND), 10 FEET
 FE1716'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 1.1 FEET
 FE1716'NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW LEVEL OF
 FE1716'RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1716
 FE1716                          STATION RECOVERY (2002)
 FE1716
 FE1716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1468 ***********************************************************************
 FC1468  DESIGNATION -  N 7
 FC1468  PID         -  FC1468
 FC1468  STATE/COUNTY-  TN/WARREN
 FC1468  USGS QUAD   -  CARDWELL MOUNTAIN (1987)
 FC1468
 FC1468                         *CURRENT SURVEY CONTROL
 FC1468  ___________________________________________________________________
 FC1468* NAD 83(1986)-  35 43 05.     (N)    085 43 42.     (W)     SCALED    
 FC1468* NAVD 88     -       290.494  (meters)     953.06   (feet)  ADJUSTED  
 FC1468  ___________________________________________________________________
 FC1468  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FC1468  DYNAMIC HT  -         290.226 (meters)     952.18  (feet)  COMP
 FC1468  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FC1468
 FC1468  VERT ORDER  -  SECOND    CLASS 0
 FC1468
 FC1468.The horizontal coordinates were scaled from a topographic map and have
 FC1468.an estimated accuracy of +/- 6 seconds.
 FC1468
 FC1468.The orthometric height was determined by differential leveling
 FC1468.and adjusted by the National Geodetic Survey in June 1991..
 FC1468
 FC1468.The geoid height was determined by GEOID03.
 FC1468
 FC1468.The dynamic height is computed by dividing the NAVD 88
 FC1468.geopotential number by the normal gravity value computed on the
 FC1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1468.degrees latitude (g = 980.6199 gals.).
 FC1468
 FC1468.The modeled gravity was interpolated from observed gravity values.
 FC1468
 FC1468;                    North         East    Units  Estimated Accuracy
 FC1468;SPC TN       -   153,670.      624,580.      MT  (+/- 180 meters Scaled)
 FC1468
 FC1468                          SUPERSEDED SURVEY CONTROL
 FC1468
 FC1468  NGVD 29 (??/??/92)  290.526  (m)          953.17   (f) ADJ UNCH    2 0
 FC1468
 FC1468.Superseded values are not recommended for survey control.
 FC1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1468.See file dsdata.txt to determine how the superseded data were derived.
 FC1468
 FC1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE150534(NAD 83)
 FC1468_MARKER: DB = BENCH MARK DISK
 FC1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1468_STAMPING: 953.400 N 7 1930
 FC1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1468+STABILITY: SURFACE MOTION
 FC1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1468+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 FC1468
 FC1468  HISTORY     - Date     Condition        Report By
 FC1468  HISTORY     - 1930     MONUMENTED       CGS
 FC1468  HISTORY     - 1934     GOOD             NGS
 FC1468  HISTORY     - 20030208 GOOD             TNDT
 FC1468
 FC1468                          STATION DESCRIPTION
 FC1468
 FC1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1468'3.9 MI NE FROM MC MINNVILLE.
 FC1468'3.9 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1468'LOUIS RAILWAY FROM THE STATION AT MC MINNVILLE, WARREN COUNTY,
 FC1468'BETWEEN POLES 38/3 AND 38/4, NEAR A ROAD CROSSING, 21 FEET
 FC1468'WEST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE NORTH
 FC1468'RAIL, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER, AND 2 FEET
 FC1468'SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED 953.400 N 7 1930
 FC1468'AND SET IN THE TOP OF A CONCRETE POST.
 FC1468
 FC1468                          STATION RECOVERY (2003)
 FC1468
 FC1468'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1040 ***********************************************************************
 FE1040  DESIGNATION -  N 72
 FE1040  PID         -  FE1040
 FE1040  STATE/COUNTY-  TN/HARDEMAN
 FE1040  USGS QUAD   -  WHITEVILLE (1981)
 FE1040
 FE1040                         *CURRENT SURVEY CONTROL
 FE1040  ___________________________________________________________________
 FE1040* NAD 83(1986)-  35 19 33.     (N)    089 08 35.     (W)     SCALED    
 FE1040* NAVD 88     -       144.554  (meters)     474.26   (feet)  ADJUSTED  
 FE1040  ___________________________________________________________________
 FE1040  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE1040  DYNAMIC HT  -         144.421 (meters)     473.82  (feet)  COMP
 FE1040  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 FE1040
 FE1040  VERT ORDER  -  SECOND    CLASS 0
 FE1040
 FE1040.The horizontal coordinates were scaled from a topographic map and have
 FE1040.an estimated accuracy of +/- 6 seconds.
 FE1040
 FE1040.The orthometric height was determined by differential leveling
 FE1040.and adjusted by the National Geodetic Survey in June 1991..
 FE1040
 FE1040.The geoid height was determined by GEOID03.
 FE1040
 FE1040.The dynamic height is computed by dividing the NAVD 88
 FE1040.geopotential number by the normal gravity value computed on the
 FE1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1040.degrees latitude (g = 980.6199 gals.).
 FE1040
 FE1040.The modeled gravity was interpolated from observed gravity values.
 FE1040
 FE1040;                    North         East    Units  Estimated Accuracy
 FE1040;SPC TN       -   114,710.      314,270.      MT  (+/- 180 meters Scaled)
 FE1040
 FE1040                          SUPERSEDED SURVEY CONTROL
 FE1040
 FE1040  NGVD 29 (??/??/??)  144.537  (m)          474.20   (f) ADJUSTED    2 0
 FE1040
 FE1040.Superseded values are not recommended for survey control.
 FE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1040.See file dsdata.txt to determine how the superseded data were derived.
 FE1040
 FE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE052112(NAD 83)
 FE1040_MARKER: DB = BENCH MARK DISK
 FE1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1040_STAMPING: N 72 1935
 FE1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1040+STABILITY: SURFACE MOTION
 FE1040
 FE1040  HISTORY     - Date     Condition        Report By
 FE1040  HISTORY     - 1935     MONUMENTED       CGS
 FE1040  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1040
 FE1040                          STATION DESCRIPTION
 FE1040
 FE1040'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1040'AT WHITEVILLE.
 FE1040'AT WHITEVILLE, HARDEMAN COUNTY, ON U.S. HIGHWAY 64, AT THE EAST
 FE1040'END OF TOWN, 100 YARDS EAST OF THE CITY SERVICE STATION IN 1935,
 FE1040'60 FEET NORTH OF THE LELAND BLAISARD HOUSE IN 1935, AT THE
 FE1040'INTERSECTION OF A NORTH-AND-SOUTH STREET, 60 FEET EAST OF THE
 FE1040'CENTERLINE OF THE STREET, AND 35 FEET NORTH OF THE CENTERLINE
 FE1040'OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 72 1935 AND SET IN
 FE1040'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1015 ***********************************************************************
 FE1015  DESIGNATION -  N 73
 FE1015  PID         -  FE1015
 FE1015  STATE/COUNTY-  TN/FAYETTE
 FE1015  USGS QUAD   -  LAMBERT (1983)
 FE1015
 FE1015                         *CURRENT SURVEY CONTROL
 FE1015  ___________________________________________________________________
 FE1015* NAD 83(1986)-  35 19 25.     (N)    089 27 17.     (W)     SCALED    
 FE1015* NAVD 88     -        98.473  (meters)     323.07   (feet)  ADJUSTED  
 FE1015  ___________________________________________________________________
 FE1015  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1015  DYNAMIC HT  -          98.385 (meters)     322.78  (feet)  COMP
 FE1015  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FE1015
 FE1015  VERT ORDER  -  SECOND    CLASS 0
 FE1015
 FE1015.The horizontal coordinates were scaled from a topographic map and have
 FE1015.an estimated accuracy of +/- 6 seconds.
 FE1015
 FE1015.The orthometric height was determined by differential leveling
 FE1015.and adjusted by the National Geodetic Survey in June 1991..
 FE1015
 FE1015.The geoid height was determined by GEOID03.
 FE1015
 FE1015.The dynamic height is computed by dividing the NAVD 88
 FE1015.geopotential number by the normal gravity value computed on the
 FE1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1015.degrees latitude (g = 980.6199 gals.).
 FE1015
 FE1015.The modeled gravity was interpolated from observed gravity values.
 FE1015
 FE1015;                    North         East    Units  Estimated Accuracy
 FE1015;SPC TN       -   115,420.      285,940.      MT  (+/- 180 meters Scaled)
 FE1015
 FE1015                          SUPERSEDED SURVEY CONTROL
 FE1015
 FE1015  NGVD 29 (??/??/??)   98.456  (m)          323.02   (f) ADJUSTED    2 0
 FE1015
 FE1015.Superseded values are not recommended for survey control.
 FE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1015.See file dsdata.txt to determine how the superseded data were derived.
 FE1015
 FE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE768116(NAD 83)
 FE1015_MARKER: DB = BENCH MARK DISK
 FE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1015_STAMPING: N 73 1935
 FE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1015+STABILITY: SURFACE MOTION
 FE1015
 FE1015  HISTORY     - Date     Condition        Report By
 FE1015  HISTORY     - 1935     MONUMENTED       CGS
 FE1015  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1015
 FE1015                          STATION DESCRIPTION
 FE1015
 FE1015'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1015'8.8 MI NW FROM SOMERVILLE.
 FE1015'8.8 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1015'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 0.2 MILE NORTH OF A
 FE1015'BRIDGE OVER A CREEK, 0.1 MILE SOUTH OF A TIN-ROOFED HOUSE AT THE
 FE1015'TOP OF A HILL, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 FE1015'HIGHWAY.  A STANDARD DISK, STAMPED N 73 1935 AND SET IN THE TOP
 FE1015'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1429 ***********************************************************************
 FE1429  DESIGNATION -  N 74 RESET
 FE1429  PID         -  FE1429
 FE1429  STATE/COUNTY-  TN/SHELBY
 FE1429  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1429
 FE1429                         *CURRENT SURVEY CONTROL
 FE1429  ___________________________________________________________________
 FE1429* NAD 83(1986)-  35 03 01.     (N)    089 52 40.     (W)     SCALED    
 FE1429* NAVD 88     -        92.53   (+/-2cm)     303.6    (feet)  VERTCON   
 FE1429  ___________________________________________________________________
 FE1429  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1429
 FE1429  VERT ORDER  -  THIRD (See Below)
 FE1429
 FE1429.The horizontal coordinates were scaled from a topographic map and have
 FE1429.an estimated accuracy of +/- 6 seconds.
 FE1429
 FE1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1429.The vertical order pertains to the NGVD 29 superseded value.
 FE1429
 FE1429.The geoid height was determined by GEOID03.
 FE1429
 FE1429;                    North         East    Units  Estimated Accuracy
 FE1429;SPC TN       -    86,550.      246,300.      MT  (+/- 180 meters Scaled)
 FE1429
 FE1429                          SUPERSEDED SURVEY CONTROL
 FE1429
 FE1429  NGVD 29 (??/??/??)   92.49   (m)          303.4    (f) RESET       3  
 FE1429
 FE1429.Superseded values are not recommended for survey control.
 FE1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1429.See file dsdata.txt to determine how the superseded data were derived.
 FE1429
 FE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD375824(NAD 83)
 FE1429_MARKER: DB = BENCH MARK DISK
 FE1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1429_SP_SET: CURB
 FE1429_STAMPING: N 74 RESET 1970
 FE1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1429
 FE1429  HISTORY     - Date     Condition        Report By
 FE1429  HISTORY     - 1970     MONUMENTED       NGS
 FE1429  HISTORY     - 19950711 GOOD             TN1620
 FE1429
 FE1429                          STATION DESCRIPTION
 FE1429
 FE1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FE1429'2.8 MI E FROM OAKVILLE.
 FE1429'ABOUT 2.75 MILES EAST ALONG WINCHESTER ROAD FROM THE INTERSECTION
 FE1429'WITH U.S. HIGHWAY 78 AT OAKVILLE, ABOUT 0.1 OF A MILE
 FE1429'SOUTH-SOUTHEAST OF THE HILL-TOP FARM, 90 FEET WEST OF GUYED
 FE1429'UTILITY POLE NO. 34844, 77 FEET EAST OF THE APPROXIMATE CENTER
 FE1429'OF A GRAVELED DRIVEWAY LEADING NORTH INTO RESIDENCE NO. 5542, 63
 FE1429'FEET EAST OF THE WEST END OF A CHAIN LINK FENCE, 40 FEET NORTH
 FE1429'OF THE APPROXIMATE CENTER OF EXISTING WINCHESTER ROAD, 26 FEET
 FE1429'NORTH OF THE APPROXIMATE CENTER OF PROPOSED WINCHESTER ROAD, 9.5
 FE1429'FEET SOUTH OF THE CHAIN LINK FENCE, AND 4.5 FEET SOUTH OF THE
 FE1429'SOUTH EDGE OF A CONCRETE SIDEWALK.  A STANDARD DISK CEMENTED IN
 FE1429'A DRILL HOLE IN THE 8-INCH CONCRETE CURB OF THE GUTTER ALONG THE
 FE1429'NORTH SIDE OF WINCHESTER ROAD, AND THE DISK IS STAMPED N 74 RESET
 FE1429'1970.  NO WITNESS POST SET DUE TO THE MARKS LOCATION IN A TENDED
 FE1429'AREA.
 FE1429
 FE1429                          STATION RECOVERY (1995)
 FE1429
 FE1429'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0465 ***********************************************************************
 FF0465  DESIGNATION -  N 75
 FF0465  PID         -  FF0465
 FF0465  STATE/COUNTY-  TN/SHELBY
 FF0465  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0465
 FF0465                         *CURRENT SURVEY CONTROL
 FF0465  ___________________________________________________________________
 FF0465* NAD 83(1986)-  35 05 11.     (N)    090 03 14.     (W)     SCALED    
 FF0465* NAVD 88     -        69.807  (meters)     229.03   (feet)  ADJUSTED  
 FF0465  ___________________________________________________________________
 FF0465  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0465  DYNAMIC HT  -          69.743 (meters)     228.82  (feet)  COMP
 FF0465  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FF0465
 FF0465  VERT ORDER  -  FIRST     CLASS I
 FF0465
 FF0465.The horizontal coordinates were scaled from a topographic map and have
 FF0465.an estimated accuracy of +/- 6 seconds.
 FF0465
 FF0465.The orthometric height was determined by differential leveling
 FF0465.and adjusted by the National Geodetic Survey in July 1994..
 FF0465.WARNING-Repeat measurements at this control monument indicate possible
 FF0465.vertical movement.
 FF0465
 FF0465.The geoid height was determined by GEOID03.
 FF0465
 FF0465.The dynamic height is computed by dividing the NAVD 88
 FF0465.geopotential number by the normal gravity value computed on the
 FF0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0465.degrees latitude (g = 980.6199 gals.).
 FF0465
 FF0465.The modeled gravity was interpolated from observed gravity values.
 FF0465
 FF0465;                    North         East    Units  Estimated Accuracy
 FF0465;SPC TN       -    91,210.      230,410.      MT  (+/- 180 meters Scaled)
 FF0465
 FF0465                          SUPERSEDED SURVEY CONTROL
 FF0465
 FF0465  NAVD 88 (06/15/91)   69.802  (m)          229.01   (f) UNKNOWN     1 1
 FF0465  NGVD 29 (??/??/??)   69.776  (m)          228.92   (f) ADJUSTED    1 1
 FF0465
 FF0465.Superseded values are not recommended for survey control.
 FF0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0465.See file dsdata.txt to determine how the superseded data were derived.
 FF0465
 FF0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU685865(NAD 83)
 FF0465_MARKER: DB = BENCH MARK DISK
 FF0465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0465_SP_SET: PIER
 FF0465_STAMPING: N 75 1956
 FF0465_MARK LOGO: CGS   
 FF0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0465+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0465
 FF0465  HISTORY     - Date     Condition        Report By
 FF0465  HISTORY     - 1956     MONUMENTED       CGS
 FF0465  HISTORY     - 1974     GOOD             NGS
 FF0465  HISTORY     - 1976     GOOD             NGS
 FF0465  HISTORY     - 19911112 GOOD             NGS
 FF0465  HISTORY     - 19950306 GOOD             TN1620
 FF0465  HISTORY     - 20021028 GOOD             USACE
 FF0465
 FF0465                          STATION DESCRIPTION
 FF0465
 FF0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0465'AT MEMPHIS.
 FF0465'AT MEMPHIS, 0.5 MILE EAST ALONG MALLORY AVENUE FROM THE INTERSECTION
 FF0465'OF FLORIDA STREET, THENCE 0.2 MILE EAST OF THE INTERSECTION
 FF0465'OF SOUTH THIRD STREET (U.S. HIGHWAY 61), AT THE OVERPASS OF THE
 FF0465'ILLINOIS CENTRAL RAILROAD OVER MALLORY AVENUE, 2 1/2 FEET NORTH
 FF0465'OF THE NORTH CURB OF MALLORY AVENUE, SET VERTICALLY IN THE EAST
 FF0465'FACE OF THE NORTH CONCRETE PIER OF OVERPASS, 2.2 FEET ABOVE LEVEL
 FF0465'OF THE SIDEWALK.
 FF0465
 FF0465                          STATION RECOVERY (1976)
 FF0465
 FF0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0465'RECOVERED IN GOOD CONDITION.
 FF0465
 FF0465                          STATION RECOVERY (1991)
 FF0465
 FF0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0465'IN MEMPHIS, AT THE INTERSECTION OF MALLORY AVENUE AND THE ILLINOIS
 FF0465'CENTRAL GULF RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE FIRST
 FF0465'CONCRETE PIER SOUTH OF THE NORTH ABUTMENT OF THE RAILROAD OVERPASS OF
 FF0465'THE AVENUE, 7.0 M (23.0 FT) NORTH OF THE AVENUE CENTERLINE, 0.8 M
 FF0465'(2.6 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.6 M (2.0 FT) ABOVE THE
 FF0465'LEVEL OF A SIDEWALK.
 FF0465
 FF0465                          STATION RECOVERY (1995)
 FF0465
 FF0465'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0465'RECOVERED IN GOOD CONDITION.
 FF0465
 FF0465                          STATION RECOVERY (2002)
 FF0465
 FF0465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1378 ***********************************************************************
 GB1378  DESIGNATION -  N 77
 GB1378  PID         -  GB1378
 GB1378  STATE/COUNTY-  TN/PICKETT
 GB1378  USGS QUAD   -  MOODYVILLE (1962)
 GB1378
 GB1378                         *CURRENT SURVEY CONTROL
 GB1378  ___________________________________________________________________
 GB1378* NAD 83(1986)-  36 37 18.     (N)    085 05 12.     (W)     SCALED    
 GB1378* NAVD 88     -       304.262  (meters)     998.23   (feet)  ADJUSTED  
 GB1378  ___________________________________________________________________
 GB1378  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB1378  DYNAMIC HT  -         303.997 (meters)     997.36  (feet)  COMP
 GB1378  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1378
 GB1378  VERT ORDER  -  SECOND    CLASS 0
 GB1378
 GB1378.The horizontal coordinates were scaled from a topographic map and have
 GB1378.an estimated accuracy of +/- 6 seconds.
 GB1378
 GB1378.The orthometric height was determined by differential leveling
 GB1378.and adjusted by the National Geodetic Survey in June 1991..
 GB1378
 GB1378.The geoid height was determined by GEOID03.
 GB1378
 GB1378.The dynamic height is computed by dividing the NAVD 88
 GB1378.geopotential number by the normal gravity value computed on the
 GB1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1378.degrees latitude (g = 980.6199 gals.).
 GB1378
 GB1378.The modeled gravity was interpolated from observed gravity values.
 GB1378
 GB1378;                    North         East    Units  Estimated Accuracy
 GB1378;SPC TN       -   254,280.      681,700.      MT  (+/- 180 meters Scaled)
 GB1378
 GB1378                          SUPERSEDED SURVEY CONTROL
 GB1378
 GB1378  NGVD 29 (??/??/92)  304.388  (m)          998.65   (f) ADJ UNCH    2 0
 GB1378
 GB1378.Superseded values are not recommended for survey control.
 GB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1378.See file dsdata.txt to determine how the superseded data were derived.
 GB1378
 GB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF710546(NAD 83)
 GB1378_MARKER: DB = BENCH MARK DISK
 GB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1378_STAMPING: N 77 1935
 GB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1378+STABILITY: SURFACE MOTION
 GB1378
 GB1378  HISTORY     - Date     Condition        Report By
 GB1378  HISTORY     - 1935     MONUMENTED       CGS
 GB1378  HISTORY     - 1951     GOOD             NGS
 GB1378
 GB1378                          STATION DESCRIPTION
 GB1378
 GB1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1378'AT STATIC.
 GB1378'AT STATIC, 112 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF
 GB1378'TENNESSEE STATE HIGHWAYS 28 AND 42 AND KENTUCKY STATE HIGHWAY
 GB1378'35, 27 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 42, 152 FEET
 GB1378'SOUTHEAST AND ACROSS HIGHWAY 42 FROM THE SOUTH CORNER OF GENES
 GB1378'PLACE AND ABOUT 1 FOOT SOUTHWEST OF BEING IN LINE WITH SOUTHWEST
 GB1378'FACE OF BUILDING, 21 FEET SOUTH-SOUTHWEST OF NORTHWEST CORNER OF
 GB1378'NICHOLAS FURNITURE STORE BUILDING, 19 FEET WEST OF WEST FACE
 GB1378'OF FURNITURE STORE BUILDING, ABOUT 1/2 FOOT BELOW HIGHWAY AND
 GB1378'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0992 ***********************************************************************
 GB0992  DESIGNATION -  N 78
 GB0992  PID         -  GB0992
 GB0992  STATE/COUNTY-  TN/FENTRESS
 GB0992  USGS QUAD   -  JAMESTOWN (1979)
 GB0992
 GB0992                         *CURRENT SURVEY CONTROL
 GB0992  ___________________________________________________________________
 GB0992* NAD 83(1986)-  36 28 49.     (N)    084 57 23.     (W)     SCALED    
 GB0992* NAVD 88     -       526.427  (meters)    1727.12   (feet)  ADJUSTED  
 GB0992  ___________________________________________________________________
 GB0992  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB0992  DYNAMIC HT  -         525.964 (meters)    1725.60  (feet)  COMP
 GB0992  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 GB0992
 GB0992  VERT ORDER  -  SECOND    CLASS 0
 GB0992
 GB0992.The horizontal coordinates were scaled from a topographic map and have
 GB0992.an estimated accuracy of +/- 6 seconds.
 GB0992
 GB0992.The orthometric height was determined by differential leveling
 GB0992.and adjusted by the National Geodetic Survey in June 1991..
 GB0992
 GB0992.The geoid height was determined by GEOID03.
 GB0992
 GB0992.The dynamic height is computed by dividing the NAVD 88
 GB0992.geopotential number by the normal gravity value computed on the
 GB0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0992.degrees latitude (g = 980.6199 gals.).
 GB0992
 GB0992.The modeled gravity was interpolated from observed gravity values.
 GB0992
 GB0992;                    North         East    Units  Estimated Accuracy
 GB0992;SPC TN       -   238,710.      693,520.      MT  (+/- 180 meters Scaled)
 GB0992
 GB0992                          SUPERSEDED SURVEY CONTROL
 GB0992
 GB0992  NGVD 29 (??/??/92)  526.538  (m)         1727.48   (f) ADJ UNCH    2 0
 GB0992
 GB0992.Superseded values are not recommended for survey control.
 GB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0992.See file dsdata.txt to determine how the superseded data were derived.
 GB0992
 GB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF830391(NAD 83)
 GB0992_MARKER: DB = BENCH MARK DISK
 GB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0992_STAMPING: N 78 1935
 GB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0992+STABILITY: SURFACE MOTION
 GB0992
 GB0992  HISTORY     - Date     Condition        Report By
 GB0992  HISTORY     - 1935     MONUMENTED       CGS
 GB0992
 GB0992                          STATION DESCRIPTION
 GB0992
 GB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB0992'4.2 MI N FROM JAMESTOWN.
 GB0992'4.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE COUNTY COURTHOUSE
 GB0992'AT JAMESTOWN, FENTRESS COUNTY, 74 FEET SOUTHWEST OF THE SOUTHWEST
 GB0992'CORNER OF A SMALL YELLOW FARMHOUSE, 32 FEET EAST OF THE CENTERLINE
 GB0992'OF THE HIGHWAY, 32 FEET NORTH OF AN 18-INCH PINE TREE, 3 FEET
 GB0992'WEST OF A WIRE FENCE AROUND A SMALL GARDEN, AND ABOUT 2 FEET
 GB0992'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 78 1935
 GB0992'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0116 ***********************************************************************
 GB0116  DESIGNATION -  N 79
 GB0116  PID         -  GB0116
 GB0116  STATE/COUNTY-  TN/CAMPBELL
 GB0116  USGS QUAD   -  JELLICO EAST (1982)
 GB0116
 GB0116                         *CURRENT SURVEY CONTROL
 GB0116  ___________________________________________________________________
 GB0116* NAD 83(1986)-  36 33 07.     (N)    084 00 28.     (W)     SCALED    
 GB0116* NAVD 88     -       328.587  (meters)    1078.04   (feet)  ADJUSTED  
 GB0116  ___________________________________________________________________
 GB0116  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB0116  DYNAMIC HT  -         328.301 (meters)    1077.10  (feet)  COMP
 GB0116  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 GB0116
 GB0116  VERT ORDER  -  SECOND    CLASS 0
 GB0116
 GB0116.The horizontal coordinates were scaled from a topographic map and have
 GB0116.an estimated accuracy of +/- 6 seconds.
 GB0116
 GB0116.The orthometric height was determined by differential leveling
 GB0116.and adjusted by the National Geodetic Survey in June 1991..
 GB0116
 GB0116.The geoid height was determined by GEOID03.
 GB0116
 GB0116.The dynamic height is computed by dividing the NAVD 88
 GB0116.geopotential number by the normal gravity value computed on the
 GB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0116.degrees latitude (g = 980.6199 gals.).
 GB0116
 GB0116.The modeled gravity was interpolated from observed gravity values.
 GB0116
 GB0116;                    North         East    Units  Estimated Accuracy
 GB0116;SPC TN       -   247,980.      778,360.      MT  (+/- 180 meters Scaled)
 GB0116
 GB0116                          SUPERSEDED SURVEY CONTROL
 GB0116
 GB0116  NGVD 29 (??/??/92)  328.732  (m)         1078.51   (f) ADJ UNCH    2 0
 GB0116
 GB0116.Superseded values are not recommended for survey control.
 GB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0116.See file dsdata.txt to determine how the superseded data were derived.
 GB0116
 GB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF678493(NAD 83)
 GB0116_MARKER: DB = BENCH MARK DISK
 GB0116_SETTING: 80 = SET IN A BOULDER
 GB0116_SP_SET: BOULDER
 GB0116_STAMPING: N 79 1935 1078.515
 GB0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0116+STABILITY: SURFACE MOTION
 GB0116
 GB0116  HISTORY     - Date     Condition        Report By
 GB0116  HISTORY     - 1935     MONUMENTED       CGS
 GB0116  HISTORY     - 1957     POOR             NGS
 GB0116
 GB0116                          STATION DESCRIPTION
 GB0116
 GB0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0116'2.8 MI SE FROM HOLTON.
 GB0116'2.8 MILES SOUTHEAST ALONG A BRANCH LINE OF THE LOUISVILLE AND
 GB0116'NASHVILLE RAILROAD, (NOW LEASED BY THE SOUTHERN RAILROAD)
 GB0116'RUNNING BETWEEN HOLTON AND ANTHRAS, FROM THE STATION AT HOLTON,
 GB0116'10-1/2 RAILS EAST OF THE SECOND BRIDGE EAST OF HOLTON, SET IN
 GB0116'THE TOP OF A LARGE BOULDER, 10 FEET NORTH OF THE NORTH RAIL, AND
 GB0116'ABOUT 2 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0803 ***********************************************************************
 FC0803  DESIGNATION -  N 8
 FC0803  PID         -  FC0803
 FC0803  STATE/COUNTY-  TN/CUMBERLAND
 FC0803  USGS QUAD   -  DORTON (1991)
 FC0803
 FC0803                         *CURRENT SURVEY CONTROL
 FC0803  ___________________________________________________________________
 FC0803* NAD 83(1986)-  35 55 40.     (N)    084 55 15.     (W)     SCALED    
 FC0803* NAVD 88     -       514.372  (meters)    1687.57   (feet)  ADJUSTED  
 FC0803  ___________________________________________________________________
 FC0803  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC0803  DYNAMIC HT  -         513.896 (meters)    1686.01  (feet)  COMP
 FC0803  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FC0803
 FC0803  VERT ORDER  -  SECOND    CLASS 0
 FC0803
 FC0803.The horizontal coordinates were scaled from a topographic map and have
 FC0803.an estimated accuracy of +/- 6 seconds.
 FC0803
 FC0803.The orthometric height was determined by differential leveling
 FC0803.and adjusted by the National Geodetic Survey in June 1991..
 FC0803
 FC0803.The geoid height was determined by GEOID03.
 FC0803
 FC0803.The dynamic height is computed by dividing the NAVD 88
 FC0803.geopotential number by the normal gravity value computed on the
 FC0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0803.degrees latitude (g = 980.6199 gals.).
 FC0803
 FC0803.The modeled gravity was interpolated from observed gravity values.
 FC0803
 FC0803;                    North         East    Units  Estimated Accuracy
 FC0803;SPC TN       -   177,440.      697,380.      MT  (+/- 180 meters Scaled)
 FC0803
 FC0803                          SUPERSEDED SURVEY CONTROL
 FC0803
 FC0803  NGVD 29 (??/??/92)  514.458  (m)         1687.85   (f) ADJ UNCH    2 0
 FC0803
 FC0803.Superseded values are not recommended for survey control.
 FC0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0803.See file dsdata.txt to determine how the superseded data were derived.
 FC0803
 FC0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE875779(NAD 83)
 FC0803_MARKER: DB = BENCH MARK DISK
 FC0803_SETTING: 66 = SET IN ROCK OUTCROP
 FC0803_SP_SET: ROCK OUTCROP
 FC0803_STAMPING: N 8 1931
 FC0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0803+STABILITY: POSITION/ELEVATION WELL
 FC0803
 FC0803  HISTORY     - Date     Condition        Report By
 FC0803  HISTORY     - 1931     MONUMENTED       CGS
 FC0803  HISTORY     - 1960     GOOD             NGS
 FC0803
 FC0803                          STATION DESCRIPTION
 FC0803
 FC0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0803'3.8 MI NW FROM CRAB ORCHARD.
 FC0803'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST ON
 FC0803'A PAVED ROAD AND GRAVELED ROAD TO A SHARP CURVE, THEN 0.9 MILE
 FC0803'NORTHWEST ON INTERSTATE HIGHWAY 40, THEN ABOUT 0.2 MILE SOUTH
 FC0803'ACROSS COUNTRY TO THE TENNESSEE CENTRAL RAILWAY, THEN 0.4 MILE
 FC0803'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS AT
 FC0803'THE SOUTH END OF A CUT, 12 1/2 RAILS SOUTH OF MILE POST 138, AND
 FC0803'12 FT. WEST OF THE WEST RAIL.  THE DISK IS CEMENTED IN A DRILL
 FC0803'HOLE IN OUTCROPPING BEDROCK AND ABOUT 2 FT. ABOVE THE LEVEL OF
 FC0803'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1973 ***********************************************************************
 GB1973  DESIGNATION -  N 82
 GB1973  PID         -  GB1973
 GB1973  STATE/COUNTY-  TN/CLAY
 GB1973  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1973
 GB1973                         *CURRENT SURVEY CONTROL
 GB1973  ___________________________________________________________________
 GB1973* NAD 83(1986)-  36 33 40.     (N)    085 47 56.     (W)     SCALED    
 GB1973* NAVD 88     -       287.800  (meters)     944.22   (feet)  ADJUSTED  
 GB1973  ___________________________________________________________________
 GB1973  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB1973  DYNAMIC HT  -         287.557 (meters)     943.43  (feet)  COMP
 GB1973  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GB1973
 GB1973  VERT ORDER  -  SECOND    CLASS 0
 GB1973
 GB1973.The horizontal coordinates were scaled from a topographic map and have
 GB1973.an estimated accuracy of +/- 6 seconds.
 GB1973
 GB1973.The orthometric height was determined by differential leveling
 GB1973.and adjusted by the National Geodetic Survey in June 1991..
 GB1973
 GB1973.The geoid height was determined by GEOID03.
 GB1973
 GB1973.The dynamic height is computed by dividing the NAVD 88
 GB1973.geopotential number by the normal gravity value computed on the
 GB1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1973.degrees latitude (g = 980.6199 gals.).
 GB1973
 GB1973.The modeled gravity was interpolated from observed gravity values.
 GB1973
 GB1973;                    North         East    Units  Estimated Accuracy
 GB1973;SPC TN       -   247,200.      618,000.      MT  (+/- 180 meters Scaled)
 GB1973
 GB1973                          SUPERSEDED SURVEY CONTROL
 GB1973
 GB1973  NGVD 29 (??/??/92)  287.903  (m)          944.56   (f) ADJ UNCH    2 0
 GB1973
 GB1973.Superseded values are not recommended for survey control.
 GB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1973.See file dsdata.txt to determine how the superseded data were derived.
 GB1973
 GB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF074468(NAD 83)
 GB1973_MARKER: DB = BENCH MARK DISK
 GB1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1973_STAMPING: N 82 1935
 GB1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1973+STABILITY: SURFACE MOTION
 GB1973
 GB1973  HISTORY     - Date     Condition        Report By
 GB1973  HISTORY     - 1935     MONUMENTED       CGS
 GB1973
 GB1973                          STATION DESCRIPTION
 GB1973
 GB1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1973'4.1 MI E FROM RED BOILING SPRINGS.
 GB1973'IN CLAY COUNTY, 4.1 MILES EAST ALONG STATE HIGHWAY 52 FROM RED
 GB1973'BOILING SPRINGS, MACON COUNTY, 97 YARDS WEST OF THE RESIDENCE
 GB1973'OF H.L. WOOD, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GB1973'2.5 FEET WEST OF A GARDEN FENCE, AND 0.5 FOOT LOWER THAN THE
 GB1973'HIGHWAY.  A STANDARD DISK, STAMPED N 82 1935 AND SET IN THE TOP
 GB1973'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0203 ***********************************************************************
 GC0203  DESIGNATION -  N 83
 GC0203  PID         -  GC0203
 GC0203  STATE/COUNTY-  TN/SUMNER
 GC0203  USGS QUAD   -  BETHPAGE (1994)
 GC0203
 GC0203                         *CURRENT SURVEY CONTROL
 GC0203  ___________________________________________________________________
 GC0203* NAD 83(1986)-  36 23 49.     (N)    086 19 34.     (W)     SCALED    
 GC0203* NAVD 88     -       166.131  (meters)     545.05   (feet)  ADJUSTED  
 GC0203  ___________________________________________________________________
 GC0203  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0203  DYNAMIC HT  -         165.996 (meters)     544.61  (feet)  COMP
 GC0203  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GC0203
 GC0203  VERT ORDER  -  SECOND    CLASS 0
 GC0203
 GC0203.The horizontal coordinates were scaled from a topographic map and have
 GC0203.an estimated accuracy of +/- 6 seconds.
 GC0203
 GC0203.The orthometric height was determined by differential leveling
 GC0203.and adjusted by the National Geodetic Survey in June 1991..
 GC0203
 GC0203.The geoid height was determined by GEOID03.
 GC0203
 GC0203.The dynamic height is computed by dividing the NAVD 88
 GC0203.geopotential number by the normal gravity value computed on the
 GC0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0203.degrees latitude (g = 980.6199 gals.).
 GC0203
 GC0203.The modeled gravity was interpolated from observed gravity values.
 GC0203
 GC0203;                    North         East    Units  Estimated Accuracy
 GC0203;SPC TN       -   229,010.      570,750.      MT  (+/- 180 meters Scaled)
 GC0203
 GC0203                          SUPERSEDED SURVEY CONTROL
 GC0203
 GC0203  NGVD 29 (??/??/92)  166.198  (m)          545.27   (f) ADJ UNCH    2 0
 GC0203
 GC0203.Superseded values are not recommended for survey control.
 GC0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0203.See file dsdata.txt to determine how the superseded data were derived.
 GC0203
 GC0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF604281(NAD 83)
 GC0203_MARKER: DB = BENCH MARK DISK
 GC0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0203_STAMPING: N 83 1935
 GC0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0203+STABILITY: SURFACE MOTION
 GC0203
 GC0203  HISTORY     - Date     Condition        Report By
 GC0203  HISTORY     - 1935     MONUMENTED       CGS
 GC0203
 GC0203                          STATION DESCRIPTION
 GC0203
 GC0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0203'0.8 MI W FROM CASTALIAN SPRINGS.
 GC0203'0.8 MILE WEST ALONG STATE HIGHWAY 25 FROM CASTALIAN SPRINGS,
 GC0203'SUMNER COUNTY, 29 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0203'BLEDSOE SCHOOL, 18 FEET NORTHWEST OF AN 18-INCH OAK TREE, 27
 GC0203'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 GC0203'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 83 1935
 GC0203'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1622 ***********************************************************************
 GB1622  DESIGNATION -  N 84
 GB1622  PID         -  GB1622
 GB1622  STATE/COUNTY-  TN/PUTNAM
 GB1622  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1622
 GB1622                         *CURRENT SURVEY CONTROL
 GB1622  ___________________________________________________________________
 GB1622* NAD 83(1986)-  36 11 20.     (N)    085 22 46.     (W)     SCALED    
 GB1622* NAVD 88     -       433.013  (meters)    1420.64   (feet)  POSTED    
 GB1622  ___________________________________________________________________
 GB1622  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1622  DYNAMIC HT  -         432.620 (meters)    1419.35  (feet)  COMP
 GB1622  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 GB1622
 GB1622  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB1622
 GB1622.The horizontal coordinates were scaled from a topographic map and have
 GB1622.an estimated accuracy of +/- 6 seconds.
 GB1622
 GB1622.The orthometric height was determined by differential leveling
 GB1622.and adjusted by the National Geodetic Survey in 1992..
 GB1622.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB1622.rate of 3.1 thru 4.0 mm/km.
 GB1622
 GB1622.The geoid height was determined by GEOID03.
 GB1622
 GB1622.The dynamic height is computed by dividing the NAVD 88
 GB1622.geopotential number by the normal gravity value computed on the
 GB1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1622.degrees latitude (g = 980.6199 gals.).
 GB1622
 GB1622.The modeled gravity was interpolated from observed gravity values.
 GB1622
 GB1622;                    North         East    Units  Estimated Accuracy
 GB1622;SPC TN       -   206,050.      655,820.      MT  (+/- 180 meters Scaled)
 GB1622
 GB1622                          SUPERSEDED SURVEY CONTROL
 GB1622
 GB1622  NGVD 29 (??/??/92)  433.072  (m)         1420.84   (f) ADJ UNCH    2 0
 GB1622
 GB1622.Superseded values are not recommended for survey control.
 GB1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1622.See file dsdata.txt to determine how the superseded data were derived.
 GB1622
 GB1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF457061(NAD 83)
 GB1622_MARKER: DB = BENCH MARK DISK
 GB1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1622_STAMPING: N 84 1935
 GB1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1622+STABILITY: SURFACE MOTION
 GB1622
 GB1622  HISTORY     - Date     Condition        Report By
 GB1622  HISTORY     - 1935     MONUMENTED       CGS
 GB1622  HISTORY     - 1950     GOOD             NGS
 GB1622
 GB1622                          STATION DESCRIPTION
 GB1622
 GB1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1622'AT BROTHERTON.
 GB1622'AT BROTHERTON, PUTNAM COUNTY, 0.1 MILE EAST OF THE TENNESSEE
 GB1622'CENTRAL RAILWAY STATION, 25 FEET NORTHWEST OF THE INTERSECTION OF
 GB1622'THE NORTH RAIL WITH THE CENTERLINE OF A DIRT ROAD, 15 FEET WEST
 GB1622'OF THE CENTERLINE OF THE ROAD, 11 FEET NORTH OF THE NORTH RAIL,
 GB1622'AND ABOUT 0.5 FOOT LOWER THAN THE RAIL.  A STANDARD DISK,
 GB1622'STAMPED N 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0361 ***********************************************************************
 GC0361  DESIGNATION -  N 85
 GC0361  PID         -  GC0361
 GC0361  STATE/COUNTY-  TN/DAVIDSON
 GC0361  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0361
 GC0361                         *CURRENT SURVEY CONTROL
 GC0361  ___________________________________________________________________
 GC0361* NAD 83(1986)-  36 10 39.     (N)    086 40 43.     (W)     SCALED    
 GC0361* NAVD 88     -       158.674  (meters)     520.58   (feet)  ADJUSTED  
 GC0361  ___________________________________________________________________
 GC0361  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0361  DYNAMIC HT  -         158.539 (meters)     520.14  (feet)  COMP
 GC0361  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GC0361
 GC0361  VERT ORDER  -  SECOND    CLASS 0
 GC0361
 GC0361.The horizontal coordinates were scaled from a topographic map and have
 GC0361.an estimated accuracy of +/- 6 seconds.
 GC0361
 GC0361.The orthometric height was determined by differential leveling
 GC0361.and adjusted by the National Geodetic Survey in June 1991..
 GC0361
 GC0361.The geoid height was determined by GEOID03.
 GC0361
 GC0361.The dynamic height is computed by dividing the NAVD 88
 GC0361.geopotential number by the normal gravity value computed on the
 GC0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0361.degrees latitude (g = 980.6199 gals.).
 GC0361
 GC0361.The modeled gravity was interpolated from observed gravity values.
 GC0361
 GC0361;                    North         East    Units  Estimated Accuracy
 GC0361;SPC TN       -   204,820.      538,950.      MT  (+/- 180 meters Scaled)
 GC0361
 GC0361                          SUPERSEDED SURVEY CONTROL
 GC0361
 GC0361  NGVD 29 (??/??/92)  158.713  (m)          520.71   (f) ADJ UNCH    2 0
 GC0361
 GC0361.Superseded values are not recommended for survey control.
 GC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0361.See file dsdata.txt to determine how the superseded data were derived.
 GC0361
 GC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF289036(NAD 83)
 GC0361_MARKER: DB = BENCH MARK DISK
 GC0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0361_STAMPING: N 85 1935
 GC0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0361+STABILITY: SURFACE MOTION
 GC0361
 GC0361  HISTORY     - Date     Condition        Report By
 GC0361  HISTORY     - 1935     MONUMENTED       CGS
 GC0361  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0361
 GC0361                          STATION DESCRIPTION
 GC0361
 GC0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0361'1.2 MI W FROM DONELSON.
 GC0361'1.2 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0361'AT DONELSON, DAVIDSON COUNTY, 55 FEET NORTHWEST OF THE CENTERLINE
 GC0361'OF A ROAD, 21 FEET NORTHEAST OF THE NORTHEAST RAIL, AND LEVEL
 GC0361'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 85 1935 AND
 GC0361'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0349 ***********************************************************************
 GC0349  DESIGNATION -  N 86
 GC0349  PID         -  GC0349
 GC0349  STATE/COUNTY-  TN/SUMNER
 GC0349  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0349
 GC0349                         *CURRENT SURVEY CONTROL
 GC0349  ___________________________________________________________________
 GC0349* NAD 83(1986)-  36 21 16.     (N)    086 32 02.     (W)     SCALED    
 GC0349* NAVD 88     -       144.619  (meters)     474.47   (feet)  ADJUSTED  
 GC0349  ___________________________________________________________________
 GC0349  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0349  DYNAMIC HT  -         144.498 (meters)     474.07  (feet)  COMP
 GC0349  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GC0349
 GC0349  VERT ORDER  -  SECOND    CLASS 0
 GC0349
 GC0349.The horizontal coordinates were scaled from a topographic map and have
 GC0349.an estimated accuracy of +/- 6 seconds.
 GC0349
 GC0349.The orthometric height was determined by differential leveling
 GC0349.and adjusted by the National Geodetic Survey in June 1991..
 GC0349
 GC0349.The geoid height was determined by GEOID03.
 GC0349
 GC0349.The dynamic height is computed by dividing the NAVD 88
 GC0349.geopotential number by the normal gravity value computed on the
 GC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0349.degrees latitude (g = 980.6199 gals.).
 GC0349
 GC0349.The modeled gravity was interpolated from observed gravity values.
 GC0349
 GC0349;                    North         East    Units  Estimated Accuracy
 GC0349;SPC TN       -   224,380.      552,080.      MT  (+/- 180 meters Scaled)
 GC0349
 GC0349                          SUPERSEDED SURVEY CONTROL
 GC0349
 GC0349  NGVD 29 (??/??/92)  144.678  (m)          474.66   (f) ADJ UNCH    2 0
 GC0349
 GC0349.Superseded values are not recommended for survey control.
 GC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0349.See file dsdata.txt to determine how the superseded data were derived.
 GC0349
 GC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF418233(NAD 83)
 GC0349_MARKER: DB = BENCH MARK DISK
 GC0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0349_STAMPING: N 86 1935
 GC0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0349+STABILITY: SURFACE MOTION
 GC0349
 GC0349  HISTORY     - Date     Condition        Report By
 GC0349  HISTORY     - 1935     MONUMENTED       CGS
 GC0349
 GC0349                          STATION DESCRIPTION
 GC0349
 GC0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0349'AT PILOT KNOB.
 GC0349'AT PILOT KNOB, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0349'RAILROAD, 100 YARDS SOUTH OF THE STATION, 2.0 MILES NORTH OF THE
 GC0349'STATION AT AVONDALE, 130 YARDS NORTH OF THE NORTH END OF BRIDGE
 GC0349'NO. 33 OVER A CREEK AND A DIRT ROAD, 22 FEET NORTHWEST OF THE
 GC0349'NORTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE BASE OF THE RAIL.
 GC0349'A STANDARD DISK, STAMPED N 86 1935 AND SET IN THE TOP OF A
 GC0349'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1020 ***********************************************************************
 GC1020  DESIGNATION -  N 87
 GC1020  PID         -  GC1020
 GC1020  STATE/COUNTY-  TN/ROBERTSON
 GC1020  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1020
 GC1020                         *CURRENT SURVEY CONTROL
 GC1020  ___________________________________________________________________
 GC1020* NAD 83(1986)-  36 31 08.     (N)    086 55 58.     (W)     SCALED    
 GC1020* NAVD 88     -       194.317  (meters)     637.52   (feet)  ADJUSTED  
 GC1020  ___________________________________________________________________
 GC1020  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC1020  DYNAMIC HT  -         194.155 (meters)     636.99  (feet)  COMP
 GC1020  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GC1020
 GC1020  VERT ORDER  -  SECOND    CLASS 0
 GC1020
 GC1020.The horizontal coordinates were scaled from a topographic map and have
 GC1020.an estimated accuracy of +/- 6 seconds.
 GC1020
 GC1020.The orthometric height was determined by differential leveling
 GC1020.and adjusted by the National Geodetic Survey in June 1991..
 GC1020
 GC1020.The geoid height was determined by GEOID03.
 GC1020
 GC1020.The dynamic height is computed by dividing the NAVD 88
 GC1020.geopotential number by the normal gravity value computed on the
 GC1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1020.degrees latitude (g = 980.6199 gals.).
 GC1020
 GC1020.The modeled gravity was interpolated from observed gravity values.
 GC1020
 GC1020;                    North         East    Units  Estimated Accuracy
 GC1020;SPC TN       -   242,890.      516,450.      MT  (+/- 180 meters Scaled)
 GC1020
 GC1020                          SUPERSEDED SURVEY CONTROL
 GC1020
 GC1020  NGVD 29 (??/??/92)  194.369  (m)          637.69   (f) ADJ UNCH    2 0
 GC1020
 GC1020.Superseded values are not recommended for survey control.
 GC1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1020.See file dsdata.txt to determine how the superseded data were derived.
 GC1020
 GC1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF060415(NAD 83)
 GC1020_MARKER: DB = BENCH MARK DISK
 GC1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1020_STAMPING: N 87 1935
 GC1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1020+STABILITY: SURFACE MOTION
 GC1020
 GC1020  HISTORY     - Date     Condition        Report By
 GC1020  HISTORY     - 1935     MONUMENTED       CGS
 GC1020
 GC1020                          STATION DESCRIPTION
 GC1020
 GC1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1020'2.5 MI NW FROM SPRINGFIELD.
 GC1020'2.5 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1020'FROM THE STATION AT SPRINGFIELD, ROBERTSON COUNTY, 0.3 MILE
 GC1020'WEST OF A WOODEN OVERHEAD HIGHWAY BRIDGE, 60 FEET SOUTHEAST
 GC1020'OF MILEPOST L 200, 35 FEET SOUTH OF THE SOUTH RAIL, AND 0.5
 GC1020'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC1020'N 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0298 ***********************************************************************
 FF0298  DESIGNATION -  N 88
 FF0298  PID         -  FF0298
 FF0298  STATE/COUNTY-  TN/SHELBY
 FF0298  USGS QUAD   -  LOCKE (1970)
 FF0298
 FF0298                         *CURRENT SURVEY CONTROL
 FF0298  ___________________________________________________________________
 FF0298* NAD 83(1986)-  35 17 02.     (N)    090 02 21.     (W)     SCALED    
 FF0298* NAVD 88     -        97.793  (meters)     320.84   (feet)  ADJUSTED  
 FF0298  ___________________________________________________________________
 FF0298  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0298  DYNAMIC HT  -          97.706 (meters)     320.56  (feet)  COMP
 FF0298  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FF0298
 FF0298  VERT ORDER  -  FIRST     CLASS II
 FF0298
 FF0298.The horizontal coordinates were scaled from a topographic map and have
 FF0298.an estimated accuracy of +/- 6 seconds.
 FF0298
 FF0298.The orthometric height was determined by differential leveling
 FF0298.and adjusted by the National Geodetic Survey in June 1991..
 FF0298
 FF0298.The geoid height was determined by GEOID03.
 FF0298
 FF0298.The dynamic height is computed by dividing the NAVD 88
 FF0298.geopotential number by the normal gravity value computed on the
 FF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0298.degrees latitude (g = 980.6199 gals.).
 FF0298
 FF0298.The modeled gravity was interpolated from observed gravity values.
 FF0298
 FF0298;                    North         East    Units  Estimated Accuracy
 FF0298;SPC TN       -   113,050.      232,660.      MT  (+/- 180 meters Scaled)
 FF0298
 FF0298                          SUPERSEDED SURVEY CONTROL
 FF0298
 FF0298  NGVD 29 (??/??/??)   97.757  (m)          320.72   (f) ADJUSTED    1 2
 FF0298
 FF0298.Superseded values are not recommended for survey control.
 FF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0298.See file dsdata.txt to determine how the superseded data were derived.
 FF0298
 FF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692085(NAD 83)
 FF0298_MARKER: DB = BENCH MARK DISK
 FF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0298_STAMPING: N 88 1957
 FF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0298+STABILITY: SURFACE MOTION
 FF0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0298+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0298
 FF0298  HISTORY     - Date     Condition        Report By
 FF0298  HISTORY     - 1957     MONUMENTED       CGS
 FF0298  HISTORY     - 20021021 GOOD             USACE
 FF0298
 FF0298                          STATION DESCRIPTION
 FF0298
 FF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0298'4.6 MI SW FROM LOCKE.
 FF0298'4.65 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0298'JETER SCHOOL AT LOCKE, NEAR THE JUNCTION OF FITE ROAD LEADING
 FF0298'EAST AND THE MT. VERNON METHODIST CHURCH AND CEMETERY, 143 FEET
 FF0298'EAST OF THE CENTER LINE OF BENJESTOWN ROAD, 158 FEET SOUTH OF
 FF0298'THE CENTER LINE OF FITE ROAD, 112 1/2 FEET NORTH OF THE NORTHWEST
 FF0298'CORNER OF THE NEW ADDITION OF THE MT. VERNON METHODIST CHURCH,
 FF0298'36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PARSONAGE, 6 3/4
 FF0298'FEET WEST OF THE NORTHWEST CORNER OF GRAVESTONE OF CLARENCE
 FF0298'CLEVELAND AND IDA LAURA NELSON, 94 FEET NORTH OF THE CENTER OF
 FF0298'THE STEEL GATE AT ENTRANCE TO CEMETERY, 1 FOOT WEST OF THE WIRE
 FF0298'FENCE ALONG THE WEST BOUNDARY OF THE CEMETERY, 8 FEET SOUTH OF A
 FF0298'POWER LINE POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 FF0298'A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FF0298
 FF0298                          STATION RECOVERY (2002)
 FF0298
 FF0298'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1658 ***********************************************************************
 FE1658  DESIGNATION -  N 89
 FE1658  PID         -  FE1658
 FE1658  STATE/COUNTY-  TN/TIPTON
 FE1658  USGS QUAD   -  NODENA (1983)
 FE1658
 FE1658                         *CURRENT SURVEY CONTROL
 FE1658  ___________________________________________________________________
 FE1658* NAD 83(1986)-  35 33 49.     (N)    089 53 07.     (W)     SCALED    
 FE1658* NAVD 88     -        73.559  (meters)     241.33   (feet)  ADJUSTED  
 FE1658  ___________________________________________________________________
 FE1658  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1658  DYNAMIC HT  -          73.496 (meters)     241.13  (feet)  COMP
 FE1658  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 FE1658
 FE1658  VERT ORDER  -  FIRST     CLASS II
 FE1658
 FE1658.The horizontal coordinates were scaled from a topographic map and have
 FE1658.an estimated accuracy of +/- 6 seconds.
 FE1658
 FE1658.The orthometric height was determined by differential leveling
 FE1658.and adjusted by the National Geodetic Survey in June 1991..
 FE1658
 FE1658.The geoid height was determined by GEOID03.
 FE1658
 FE1658.The dynamic height is computed by dividing the NAVD 88
 FE1658.geopotential number by the normal gravity value computed on the
 FE1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1658.degrees latitude (g = 980.6199 gals.).
 FE1658
 FE1658.The modeled gravity was interpolated from observed gravity values.
 FE1658
 FE1658;                    North         East    Units  Estimated Accuracy
 FE1658;SPC TN       -   143,490.      247,880.      MT  (+/- 180 meters Scaled)
 FE1658
 FE1658                          SUPERSEDED SURVEY CONTROL
 FE1658
 FE1658  NGVD 29 (??/??/??)   73.530  (m)          241.24   (f) ADJUSTED    1 2
 FE1658
 FE1658.Superseded values are not recommended for survey control.
 FE1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1658.See file dsdata.txt to determine how the superseded data were derived.
 FE1658
 FE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE384393(NAD 83)
 FE1658_MARKER: DB = BENCH MARK DISK
 FE1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1658_STAMPING: N 89 1957
 FE1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1658+STABILITY: SURFACE MOTION
 FE1658
 FE1658  HISTORY     - Date     Condition        Report By
 FE1658  HISTORY     - 1957     MONUMENTED       CGS
 FE1658  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1658
 FE1658                          STATION DESCRIPTION
 FE1658
 FE1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1658'5.1 MI N FROM RANDOLPH.
 FE1658'3.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE RANDOLPH
 FE1658'METHODIST CHURCH AT RANDOLPH, THENCE 1.55 MILES NORTHWEST ALONG
 FE1658'A GRADED ROAD, THENCE 0.35 MILE NORTH ALONG A DIRT FARM ROAD, 0.9
 FE1658'MILE SOUTH OF THE SOUTH BANK OF THE HATCHIE RIVER, ABOUT 1.0
 FE1658'MILE SOUTH AND ACROSS THE HATCHIE RIVER FROM BENCH MARK 30-12-B
 FE1658'(USE), ABOUT 0.15 MILE EAST OF THE LEFT BANK OF THE MISSISSIPPI
 FE1658'RIVER, 0.3 MILE NORTH OF A Y JUNCTION OF FARM ROADS, NEAR THE
 FE1658'PROPERTY LINE OF THE FARMS OF BLAIN ROBERTS AND M. MAC MILLIAN,
 FE1658'NEAR THE WEST EDGE OF A SMALL THORN THICKET, 373 FEET EAST OF
 FE1658'A WELL PUMP AT AN ABANDONED HOME SITE, 99 FEET NORTH OF THE
 FE1658'JUNCTION OF A FARM ROAD LEADING WEST TO ABOVE HOMESITE AND ROAD
 FE1658'LEADING NORTHEAST AROUND THE EAST SIDE OF THICKET, 14 FEET
 FE1658'SOUTH-SOUTHWEST OF AN 8-INCH THORN TREE, 20 FEET NORTHWEST OF A
 FE1658'6 INCH THORN TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FE1658'ABOUT LEVEL WITH THE FARM ROAD LEADING TO HOMESITE AND SET IN
 FE1658'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE1658
 FE1658                          STATION RECOVERY (2002)
 FE1658
 FE1658'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1334 ***********************************************************************
 FE1334  DESIGNATION -  N 90
 FE1334  PID         -  FE1334
 FE1334  STATE/COUNTY-  TN/TIPTON
 FE1334  USGS QUAD   -  DRUMMONDS (1983)
 FE1334
 FE1334                         *CURRENT SURVEY CONTROL
 FE1334  ___________________________________________________________________
 FE1334* NAD 83(1986)-  35 25 58.     (N)    089 57 57.     (W)     SCALED    
 FE1334* NAVD 88     -        77.824  (meters)     255.33   (feet)  ADJUSTED  
 FE1334  ___________________________________________________________________
 FE1334  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1334  DYNAMIC HT  -          77.755 (meters)     255.10  (feet)  COMP
 FE1334  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE1334
 FE1334  VERT ORDER  -  FIRST     CLASS II
 FE1334
 FE1334.The horizontal coordinates were scaled from a topographic map and have
 FE1334.an estimated accuracy of +/- 6 seconds.
 FE1334
 FE1334.The orthometric height was determined by differential leveling
 FE1334.and adjusted by the National Geodetic Survey in June 1991..
 FE1334
 FE1334.The geoid height was determined by GEOID03.
 FE1334
 FE1334.The dynamic height is computed by dividing the NAVD 88
 FE1334.geopotential number by the normal gravity value computed on the
 FE1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1334.degrees latitude (g = 980.6199 gals.).
 FE1334
 FE1334.The modeled gravity was interpolated from observed gravity values.
 FE1334
 FE1334;                    North         East    Units  Estimated Accuracy
 FE1334;SPC TN       -   129,280.      239,990.      MT  (+/- 180 meters Scaled)
 FE1334
 FE1334                          SUPERSEDED SURVEY CONTROL
 FE1334
 FE1334  NGVD 29 (??/??/??)   77.791  (m)          255.22   (f) ADJUSTED    1 2
 FE1334
 FE1334.Superseded values are not recommended for survey control.
 FE1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1334.See file dsdata.txt to determine how the superseded data were derived.
 FE1334
 FE1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE307250(NAD 83)
 FE1334_MARKER: DB = BENCH MARK DISK
 FE1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1334_STAMPING: N 90 1957
 FE1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1334+STABILITY: SURFACE MOTION
 FE1334
 FE1334  HISTORY     - Date     Condition        Report By
 FE1334  HISTORY     - 1957     MONUMENTED       CGS
 FE1334  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1334
 FE1334                          STATION DESCRIPTION
 FE1334
 FE1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1334'3.5 MI NW FROM DIXONVILLE.
 FE1334'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1334'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1334'GRAVEL ROAD, THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FE1334'ABOUT 0.45 MILE NORTH-NORTHEAST OF THE JUNCTION OF A ROAD
 FE1334'LEADING SOUTHEAST, 23 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FE1334'280 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 FE1334'ROAD AND A DRIVEWAY LEADING EAST TO A TARPAPER COVERED HOUSE, 52
 FE1334'FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE,
 FE1334'22 FEET WEST-NORTHWEST OF A BLAZED 28-INCH DOUBLE BODIED ELM
 FE1334'TREE, 9 FEET NORTHEAST OF A 10-INCH ELM TREE, 1 FOOT EAST OF A
 FE1334'FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 FE1334'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1334'POST PROJECTING 3 INCHES.
 FE1334
 FE1334                          STATION RECOVERY (2002)
 FE1334
 FE1334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1334'SUSPECTED DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1763 ***********************************************************************
 FE1763  DESIGNATION -  N 91
 FE1763  PID         -  FE1763
 FE1763  STATE/COUNTY-  TN/LAUDERDALE
 FE1763  USGS QUAD   -  CHIC (1983)
 FE1763
 FE1763                         *CURRENT SURVEY CONTROL
 FE1763  ___________________________________________________________________
 FE1763* NAD 83(1986)-  35 54 56.     (N)    089 37 38.     (W)     SCALED    
 FE1763* NAVD 88     -        78.320  (meters)     256.95   (feet)  ADJUSTED  
 FE1763  ___________________________________________________________________
 FE1763  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1763  DYNAMIC HT  -          78.254 (meters)     256.74  (feet)  COMP
 FE1763  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1763
 FE1763  VERT ORDER  -  FIRST     CLASS I
 FE1763
 FE1763.The horizontal coordinates were scaled from a topographic map and have
 FE1763.an estimated accuracy of +/- 6 seconds.
 FE1763
 FE1763.The orthometric height was determined by differential leveling
 FE1763.and adjusted by the National Geodetic Survey in June 1991..
 FE1763
 FE1763.The geoid height was determined by GEOID03.
 FE1763
 FE1763.The dynamic height is computed by dividing the NAVD 88
 FE1763.geopotential number by the normal gravity value computed on the
 FE1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1763.degrees latitude (g = 980.6199 gals.).
 FE1763
 FE1763.The modeled gravity was interpolated from observed gravity values.
 FE1763
 FE1763;                    North         East    Units  Estimated Accuracy
 FE1763;SPC TN       -   181,610.      272,700.      MT  (+/- 180 meters Scaled)
 FE1763
 FE1763                          SUPERSEDED SURVEY CONTROL
 FE1763
 FE1763  NGVD 29 (??/??/??)   78.260  (m)          256.76   (f) ADJUSTED    1 1
 FE1763
 FE1763.Superseded values are not recommended for survey control.
 FE1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1763.See file dsdata.txt to determine how the superseded data were derived.
 FE1763
 FE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE629777(NAD 83)
 FE1763_MARKER: DB = BENCH MARK DISK
 FE1763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1763_SP_SET: 56 FEET
 FE1763_STAMPING: N 91 1957
 FE1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1763+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1763
 FE1763  HISTORY     - Date     Condition        Report By
 FE1763  HISTORY     - 1957     MONUMENTED       CGS
 FE1763  HISTORY     - 1974     GOOD             NGS
 FE1763  HISTORY     - 20020809 GOOD             USACE
 FE1763
 FE1763                          STATION DESCRIPTION
 FE1763
 FE1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1763'13.8 MI W FROM HALLS.
 FE1763'ABOUT 13.75 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1763'BAPTIST CHURCH AT HALLS, SET IN THE SOUTHWEST LAWN OF JAMES
 FE1763'C. MOORE PROPERTY, WEST AND ACROSS A GRAVEL ROAD LEADING SOUTH
 FE1763'FROM HALES POINT BAPTIST CHURCH, 95.2 FEET WEST OF THE CENTER
 FE1763'LINE OF GRAVEL ROAD LEADING SOUTH, 88.5 FEET SOUTH OF THE CENTER
 FE1763'LINE OF THE HIGHWAY, 62.6 FEET SOUTH OF POWER POLE WITH
 FE1763'TRANSFORMER AND TWO GUY WIRES, 40.7 FEET WEST-SOUTHWEST OF THE
 FE1763'SOUTHWEST CORNER OF THE HOME OF JAMES C. MOORE, 15.6 FEET SOUTH
 FE1763'OF THE SOUTHWEST CORNER OF PUMP HOUSE, 3.5 FEET BELOW LEVEL OF
 FE1763'THE HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, 0.3 FOOT
 FE1763'BELOW GROUND AND PROTECTED BY A 4-INCH TILE, 0.4 FOOT BELOW
 FE1763'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1763
 FE1763                          STATION RECOVERY (2002)
 FE1763
 FE1763'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1392 ***********************************************************************
 FE1392  DESIGNATION -  N 92
 FE1392  PID         -  FE1392
 FE1392  STATE/COUNTY-  TN/SHELBY
 FE1392  USGS QUAD   -  MILLINGTON (1997)
 FE1392
 FE1392                         *CURRENT SURVEY CONTROL
 FE1392  ___________________________________________________________________
 FE1392* NAD 83(1986)-  35 19 56.     (N)    089 54 04.     (W)     SCALED    
 FE1392* NAVD 88     -        79.478  (meters)     260.75   (feet)  ADJUSTED  
 FE1392  ___________________________________________________________________
 FE1392  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1392  DYNAMIC HT  -          79.407 (meters)     260.52  (feet)  COMP
 FE1392  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FE1392
 FE1392  VERT ORDER  -  SECOND    CLASS 0
 FE1392
 FE1392.The horizontal coordinates were scaled from a topographic map and have
 FE1392.an estimated accuracy of +/- 6 seconds.
 FE1392
 FE1392.The orthometric height was determined by differential leveling
 FE1392.and adjusted by the National Geodetic Survey in June 1991..
 FE1392
 FE1392.The geoid height was determined by GEOID03.
 FE1392
 FE1392.The dynamic height is computed by dividing the NAVD 88
 FE1392.geopotential number by the normal gravity value computed on the
 FE1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1392.degrees latitude (g = 980.6199 gals.).
 FE1392
 FE1392.The modeled gravity was interpolated from observed gravity values.
 FE1392
 FE1392;                    North         East    Units  Estimated Accuracy
 FE1392;SPC TN       -   117,900.      245,420.      MT  (+/- 180 meters Scaled)
 FE1392
 FE1392                          SUPERSEDED SURVEY CONTROL
 FE1392
 FE1392  NGVD 29 (??/??/??)   79.458  (m)          260.69   (f) ADJUSTED    2 0
 FE1392
 FE1392.Superseded values are not recommended for survey control.
 FE1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1392.See file dsdata.txt to determine how the superseded data were derived.
 FE1392
 FE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE363137(NAD 83)
 FE1392_MARKER: DB = BENCH MARK DISK
 FE1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1392_SP_SET: BRIDGE
 FE1392_STAMPING: N 92 1957
 FE1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1392+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1392
 FE1392  HISTORY     - Date     Condition        Report By
 FE1392  HISTORY     - 1957     MONUMENTED       CGS
 FE1392  HISTORY     - 20021007 GOOD             USACE
 FE1392
 FE1392                          STATION DESCRIPTION
 FE1392
 FE1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1392'1 MI SW FROM MILLINGTON.
 FE1392'ABOUT 0.95 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1392'FROM THE STATION AT MILLINGTON, ABOUT 0.2 MILE NORTH OF MILEPOST
 FE1392'NO. 375, ON TOP OF THE EAST END OF THE NORTH ONE OF TWO CONCRETE
 FE1392'PIER OF THE RAILROAD BRIDGE OVER BIG CREEK, 9 1/2 FEET EAST OF
 FE1392'THE EAST RAIL OF 3 TRACKS, 3/4 FEET WEST OF THE EAST END OF THE
 FE1392'PIER AND 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 FE1392
 FE1392                          STATION RECOVERY (2002)
 FE1392
 FE1392'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1327 ***********************************************************************
 FE1327  DESIGNATION -  N 93
 FE1327  PID         -  FE1327
 FE1327  STATE/COUNTY-  TN/TIPTON
 FE1327  USGS QUAD   -  MUNFORD (1983)
 FE1327
 FE1327                         *CURRENT SURVEY CONTROL
 FE1327  ___________________________________________________________________
 FE1327* NAD 83(1986)-  35 26 44.     (N)    089 47 36.     (W)     SCALED    
 FE1327* NAVD 88     -       134.363  (meters)     440.82   (feet)  ADJUSTED  
 FE1327  ___________________________________________________________________
 FE1327  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1327  DYNAMIC HT  -         134.246 (meters)     440.44  (feet)  COMP
 FE1327  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FE1327
 FE1327  VERT ORDER  -  FIRST     CLASS I
 FE1327
 FE1327.The horizontal coordinates were scaled from a topographic map and have
 FE1327.an estimated accuracy of +/- 6 seconds.
 FE1327
 FE1327.The orthometric height was determined by differential leveling
 FE1327.and adjusted by the National Geodetic Survey in June 1991..
 FE1327
 FE1327.The geoid height was determined by GEOID03.
 FE1327
 FE1327.The dynamic height is computed by dividing the NAVD 88
 FE1327.geopotential number by the normal gravity value computed on the
 FE1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1327.degrees latitude (g = 980.6199 gals.).
 FE1327
 FE1327.The modeled gravity was interpolated from observed gravity values.
 FE1327
 FE1327;                    North         East    Units  Estimated Accuracy
 FE1327;SPC TN       -   130,070.      255,700.      MT  (+/- 180 meters Scaled)
 FE1327
 FE1327                          SUPERSEDED SURVEY CONTROL
 FE1327
 FE1327  NGVD 29 (??/??/??)  134.338  (m)          440.74   (f) ADJUSTED    1 1
 FE1327
 FE1327.Superseded values are not recommended for survey control.
 FE1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1327.See file dsdata.txt to determine how the superseded data were derived.
 FE1327
 FE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE464260(NAD 83)
 FE1327_MARKER: DB = BENCH MARK DISK
 FE1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1327_STAMPING: N 93 1957
 FE1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1327+STABILITY: SURFACE MOTION
 FE1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1327+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1327
 FE1327  HISTORY     - Date     Condition        Report By
 FE1327  HISTORY     - 1957     MONUMENTED       CGS
 FE1327  HISTORY     - 1974     GOOD             NGS
 FE1327  HISTORY     - 20021003 GOOD             USACE
 FE1327
 FE1327                          STATION DESCRIPTION
 FE1327
 FE1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1327'0.3 MI W FROM CROSSTOWN.
 FE1327'ABOUT 0.3 MILE WEST ALONG ATOKA-MUNFORD ROAD FROM THE
 FE1327'INTERSECTION WITH U.S. HIGHWAY 51 AT CROSSTOWN, 46 FEET NORTH OF
 FE1327'THE CENTER LINE OF ATOKA-MUNFORD ROAD, 88 FEET SOUTHEAST OF THE
 FE1327'SOUTHEAST CORNER OF AN IMITATION STONE HOUSE, 60.2 FEET SOUTH
 FE1327'OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 16.5 FEET WEST OF A
 FE1327'POWER POLE, 11 FEET EAST OF THE CENTER LINE OF A GRAVEL DRIVEWAY,
 FE1327'3 FEET ABOVE THE ROAD AND SET IN THE THE TOP OF A CONCRETE POST
 FE1327'PROJECTING 3-INCHES.
 FE1327
 FE1327                          STATION RECOVERY (2002)
 FE1327
 FE1327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1327'POWERPOLE HAS BEEN MOVED. MARK IS NOW 1.5 FT W OF A POWERPOLE WITH
 FE1327'TRANSFORMER AND STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1706 ***********************************************************************
 FE1706  DESIGNATION -  N 94
 FE1706  PID         -  FE1706
 FE1706  STATE/COUNTY-  TN/LAUDERDALE
 FE1706  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1706
 FE1706                         *CURRENT SURVEY CONTROL
 FE1706  ___________________________________________________________________
 FE1706* NAD 83(1986)-  35 42 06.     (N)    089 33 13.     (W)     SCALED    
 FE1706* NAVD 88     -       108.959  (meters)     357.48   (feet)  ADJUSTED  
 FE1706  ___________________________________________________________________
 FE1706  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1706  DYNAMIC HT  -         108.865 (meters)     357.17  (feet)  COMP
 FE1706  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FE1706
 FE1706  VERT ORDER  -  SECOND    CLASS 0
 FE1706
 FE1706.The horizontal coordinates were scaled from a topographic map and have
 FE1706.an estimated accuracy of +/- 6 seconds.
 FE1706
 FE1706.The orthometric height was determined by differential leveling
 FE1706.and adjusted by the National Geodetic Survey in June 1991..
 FE1706
 FE1706.The geoid height was determined by GEOID03.
 FE1706
 FE1706.The dynamic height is computed by dividing the NAVD 88
 FE1706.geopotential number by the normal gravity value computed on the
 FE1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1706.degrees latitude (g = 980.6199 gals.).
 FE1706
 FE1706.The modeled gravity was interpolated from observed gravity values.
 FE1706
 FE1706;                    North         East    Units  Estimated Accuracy
 FE1706;SPC TN       -   157,650.      278,480.      MT  (+/- 180 meters Scaled)
 FE1706
 FE1706                          SUPERSEDED SURVEY CONTROL
 FE1706
 FE1706  NGVD 29 (??/??/??)  108.943  (m)          357.42   (f) ADJUSTED    2 0
 FE1706
 FE1706.Superseded values are not recommended for survey control.
 FE1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1706.See file dsdata.txt to determine how the superseded data were derived.
 FE1706
 FE1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE689538(NAD 83)
 FE1706_MARKER: DB = BENCH MARK DISK
 FE1706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1706_STAMPING: N 94 1957
 FE1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1706
 FE1706  HISTORY     - Date     Condition        Report By
 FE1706  HISTORY     - 1957     MONUMENTED       CGS
 FE1706
 FE1706                          STATION DESCRIPTION
 FE1706
 FE1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1706'2.3 MI NE FROM HENNING.
 FE1706'2.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1706'STATION AT HENNING, ABOUT 0.45 MILE NORTHEAST OF MILEPOST NO. 342,
 FE1706'66 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 51 FEET SOUTH OF
 FE1706'TELEPHONE POLE NO. 5165, 1/2 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 FE1706'FENCE LINE AND AT THE SOUTHWEST END OF A SMALL CUT, 40 FEET
 FE1706'NORTHWEST OF AN 18-INCH GUM TREE, 9 RAILS NORTHEAST OF THE
 FE1706'SOUTHEAST END OF A 30-INCH IRON PIPE CULVERT UNDER THE TRACK,
 FE1706'ABOUT LEVEL WITH THE TRACK, A DISK WELDED ON THE TOP OF A 2 1/2
 FE1706'INCH IRON PIPE PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0877 ***********************************************************************
 GD0877  DESIGNATION -  N 95
 GD0877  PID         -  GD0877
 GD0877  STATE/COUNTY-  TN/DYER
 GD0877  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0877
 GD0877                         *CURRENT SURVEY CONTROL
 GD0877  ___________________________________________________________________
 GD0877* NAD 83(1986)-  36 06 46.     (N)    089 35 34.     (W)     SCALED    
 GD0877* NAVD 88     -        80.947  (meters)     265.57   (feet)  ADJUSTED  
 GD0877  ___________________________________________________________________
 GD0877  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0877  DYNAMIC HT  -          80.879 (meters)     265.35  (feet)  COMP
 GD0877  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GD0877
 GD0877  VERT ORDER  -  FIRST     CLASS II
 GD0877
 GD0877.The horizontal coordinates were scaled from a topographic map and have
 GD0877.an estimated accuracy of +/- 6 seconds.
 GD0877
 GD0877.The orthometric height was determined by differential leveling
 GD0877.and adjusted by the National Geodetic Survey in June 1991..
 GD0877
 GD0877.The geoid height was determined by GEOID03.
 GD0877
 GD0877.The dynamic height is computed by dividing the NAVD 88
 GD0877.geopotential number by the normal gravity value computed on the
 GD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0877.degrees latitude (g = 980.6199 gals.).
 GD0877
 GD0877.The modeled gravity was interpolated from observed gravity values.
 GD0877
 GD0877;                    North         East    Units  Estimated Accuracy
 GD0877;SPC TN       -   203,370.      276,610.      MT  (+/- 180 meters Scaled)
 GD0877
 GD0877                          SUPERSEDED SURVEY CONTROL
 GD0877
 GD0877  NGVD 29 (??/??/??)   80.878  (m)          265.35   (f) ADJUSTED    1 2
 GD0877
 GD0877.Superseded values are not recommended for survey control.
 GD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0877.See file dsdata.txt to determine how the superseded data were derived.
 GD0877
 GD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE666995(NAD 83)
 GD0877_MARKER: DB = BENCH MARK DISK
 GD0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0877_SP_SET: 88 FEET
 GD0877_STAMPING: N 95 1957
 GD0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0877
 GD0877  HISTORY     - Date     Condition        Report By
 GD0877  HISTORY     - 1957     MONUMENTED       CGS
 GD0877
 GD0877                          STATION DESCRIPTION
 GD0877
 GD0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0877'7.5 MI NE FROM HELOISE.
 GD0877'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0877'LANDING AT HELOISE, THENCE ABOUT 5.5 MILES NORTH AND NORTHEAST
 GD0877'ALONG A GRAVEL ROAD, AT BOOTHSPOINT, ABOUT 0.1 MILE WEST OF
 GD0877'CROSSING OF ROAD AND OLD LEVEE, 52 FEET NORTH OF CENTER LINE
 GD0877'OF ROAD, 42 1/2 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A
 GD0877'HOUSE OWNED IN 1957 BY FRED TUBBS, 23 FEET NORTH-NORTHWEST OF A
 GD0877'LONE 30-INCH PECAN TREE, 44 FEET NORTHWEST OF A POWER LINE
 GD0877'BRANCH POLE, 3 1/2 FEET SOUTHEAST OF A FENCE CORNER, 3/4 FEET
 GD0877'SOUTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A CONCRETE
 GD0877'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND IS A DISK
 GD0877'ON COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED
 GD0877'BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN
 GD0877'TO A DEPTH OF 88 FEET.  MARK IS REACHED FROM TENNEMO, DYER COUNTY
 GD0877'BY GOING 3.2 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF
 GD0877'LEVEE FROM JUNCTION OF STATE HIGHWAY 103, THENCE 0.15 MILE
 GD0877'EAST ALONG ROAD FOLLOWING LEVEE, THENCE 0.75 MILE SOUTH ALONG
 GD0877'ROAD FOLLOWING LEVEE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1761 ***********************************************************************
 FE1761  DESIGNATION -  N 96
 FE1761  PID         -  FE1761
 FE1761  STATE/COUNTY-  TN/LAUDERDALE
 FE1761  USGS QUAD   -  KNOB CREEK (1972)
 FE1761
 FE1761                         *CURRENT SURVEY CONTROL
 FE1761  ___________________________________________________________________
 FE1761* NAD 83(1986)-  35 55 06.     (N)    089 36 42.     (W)     SCALED    
 FE1761* NAVD 88     -        79.394  (meters)     260.48   (feet)  ADJUSTED  
 FE1761  ___________________________________________________________________
 FE1761  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1761  DYNAMIC HT  -          79.327 (meters)     260.26  (feet)  COMP
 FE1761  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1761
 FE1761  VERT ORDER  -  FIRST     CLASS I
 FE1761
 FE1761.The horizontal coordinates were scaled from a topographic map and have
 FE1761.an estimated accuracy of +/- 6 seconds.
 FE1761
 FE1761.The orthometric height was determined by differential leveling
 FE1761.and adjusted by the National Geodetic Survey in June 1991..
 FE1761.WARNING-Repeat measurements at this control monument indicate possible
 FE1761.vertical movement.
 FE1761
 FE1761.The geoid height was determined by GEOID03.
 FE1761
 FE1761.The dynamic height is computed by dividing the NAVD 88
 FE1761.geopotential number by the normal gravity value computed on the
 FE1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1761.degrees latitude (g = 980.6199 gals.).
 FE1761
 FE1761.The modeled gravity was interpolated from observed gravity values.
 FE1761
 FE1761;                    North         East    Units  Estimated Accuracy
 FE1761;SPC TN       -   181,870.      274,110.      MT  (+/- 180 meters Scaled)
 FE1761
 FE1761                          SUPERSEDED SURVEY CONTROL
 FE1761
 FE1761  NGVD 29 (??/??/??)   79.334  (m)          260.28   (f) ADJUSTED    1 1
 FE1761
 FE1761.Superseded values are not recommended for survey control.
 FE1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1761.See file dsdata.txt to determine how the superseded data were derived.
 FE1761
 FE1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE643780(NAD 83)
 FE1761_MARKER: DB = BENCH MARK DISK
 FE1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1761_STAMPING: N 96 1957
 FE1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1761+STABILITY: SURFACE MOTION
 FE1761
 FE1761  HISTORY     - Date     Condition        Report By
 FE1761  HISTORY     - 1957     MONUMENTED       CGS
 FE1761  HISTORY     - 1974     GOOD             NGS
 FE1761  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1761
 FE1761                          STATION DESCRIPTION
 FE1761
 FE1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1761'12.7 MI W FROM HALLS.
 FE1761'ABOUT 12.70 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1761'BAPTIST CHURCH AT HALLS, ABOUT 0.8 MILE EAST OF THE ABANDONED
 FE1761'HALES POINT BAPTIST CHURCH, 73 FEET EAST OF AN 18-INCH SYCAMORE
 FE1761'TREE, 68 FEET NORTH AND ACROSS HIGHWAY FROM A POWER POLE, 22.9
 FE1761'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT BELOW LEVEL
 FE1761'OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1761'GROUND.
 FE1761
 FE1761                          STATION RECOVERY (2002)
 FE1761
 FE1761'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1761'NEW ROAD COSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0925 ***********************************************************************
 GA0925  DESIGNATION -  N 97
 GA0925  PID         -  GA0925
 GA0925  STATE/COUNTY-  TN/HAWKINS
 GA0925  USGS QUAD   -  LOVELACE (1971)
 GA0925
 GA0925                         *CURRENT SURVEY CONTROL
 GA0925  ___________________________________________________________________
 GA0925* NAD 83(1986)-  36 27 49.     (N)    082 42 13.     (W)     SCALED    
 GA0925* NAVD 88     -       524.291  (meters)    1720.11   (feet)  ADJUSTED  
 GA0925  ___________________________________________________________________
 GA0925  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0925  DYNAMIC HT  -         523.817 (meters)    1718.56  (feet)  COMP
 GA0925  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA0925
 GA0925  VERT ORDER  -  SECOND    CLASS 0
 GA0925
 GA0925.The horizontal coordinates were scaled from a topographic map and have
 GA0925.an estimated accuracy of +/- 6 seconds.
 GA0925
 GA0925.The orthometric height was determined by differential leveling
 GA0925.and adjusted by the National Geodetic Survey in June 1991..
 GA0925
 GA0925.The geoid height was determined by GEOID03.
 GA0925
 GA0925.The dynamic height is computed by dividing the NAVD 88
 GA0925.geopotential number by the normal gravity value computed on the
 GA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0925.degrees latitude (g = 980.6199 gals.).
 GA0925
 GA0925.The modeled gravity was interpolated from observed gravity values.
 GA0925
 GA0925;                    North         East    Units  Estimated Accuracy
 GA0925;SPC TN       -   241,330.      895,410.      MT  (+/- 180 meters Scaled)
 GA0925
 GA0925                          SUPERSEDED SURVEY CONTROL
 GA0925
 GA0925  NGVD 29 (??/??/92)  524.437  (m)         1720.59   (f) ADJ UNCH    2 0
 GA0925
 GA0925.Superseded values are not recommended for survey control.
 GA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0925.See file dsdata.txt to determine how the superseded data were derived.
 GA0925
 GA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA473367(NAD 83)
 GA0925_MARKER: DB = BENCH MARK DISK
 GA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0925_STAMPING: N 97 1935
 GA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0925+STABILITY: SURFACE MOTION
 GA0925
 GA0925  HISTORY     - Date     Condition        Report By
 GA0925  HISTORY     - 1935     MONUMENTED       CGS
 GA0925
 GA0925                          STATION DESCRIPTION
 GA0925
 GA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0925'6.4 MI S FROM CHURCH HILL.
 GA0925'6.4 MILES SOUTH ALONG THE BLAIR GAP ROAD FROM THE POST OFFICE AT
 GA0925'CHURCH HILL, HAWKINS COUNTY, AT A CROSSROADS, 45 FEET SOUTHWEST
 GA0925'OF AN INTERSECTION, 21 FEET WEST OF THE H.E. BARNETT MAIL BOX,
 GA0925'AND 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED N 97
 GA0925'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0851 ***********************************************************************
 GA0851  DESIGNATION -  N 98
 GA0851  PID         -  GA0851
 GA0851  STATE/COUNTY-  TN/GREENE
 GA0851  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0851
 GA0851                         *CURRENT SURVEY CONTROL
 GA0851  ___________________________________________________________________
 GA0851* NAD 83(1986)-  36 16 19.     (N)    082 44 40.     (W)     SCALED    
 GA0851* NAVD 88     -       472.192  (meters)    1549.18   (feet)  ADJUSTED  
 GA0851  ___________________________________________________________________
 GA0851  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0851  DYNAMIC HT  -         471.746 (meters)    1547.72  (feet)  COMP
 GA0851  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 GA0851
 GA0851  VERT ORDER  -  SECOND    CLASS 0
 GA0851
 GA0851.The horizontal coordinates were scaled from a topographic map and have
 GA0851.an estimated accuracy of +/- 6 seconds.
 GA0851
 GA0851.The orthometric height was determined by differential leveling
 GA0851.and adjusted by the National Geodetic Survey in June 1991..
 GA0851
 GA0851.The geoid height was determined by GEOID03.
 GA0851
 GA0851.The dynamic height is computed by dividing the NAVD 88
 GA0851.geopotential number by the normal gravity value computed on the
 GA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0851.degrees latitude (g = 980.6199 gals.).
 GA0851
 GA0851.The modeled gravity was interpolated from observed gravity values.
 GA0851
 GA0851;                    North         East    Units  Estimated Accuracy
 GA0851;SPC TN       -   219,950.      892,460.      MT  (+/- 180 meters Scaled)
 GA0851
 GA0851                          SUPERSEDED SURVEY CONTROL
 GA0851
 GA0851  NGVD 29 (??/??/92)  472.326  (m)         1549.62   (f) ADJ UNCH    2 0
 GA0851
 GA0851.Superseded values are not recommended for survey control.
 GA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0851.See file dsdata.txt to determine how the superseded data were derived.
 GA0851
 GA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA433155(NAD 83)
 GA0851_MARKER: DB = BENCH MARK DISK
 GA0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0851_STAMPING: N 98 1935
 GA0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0851+STABILITY: SURFACE MOTION
 GA0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0851+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0851
 GA0851  HISTORY     - Date     Condition        Report By
 GA0851  HISTORY     - 1935     MONUMENTED       CGS
 GA0851  HISTORY     - 1935     GOOD             NGS
 GA0851  HISTORY     - 20041214 GOOD             TVA
 GA0851
 GA0851                          STATION DESCRIPTION
 GA0851
 GA0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0851'AT NEWMANSVILLE.
 GA0851'AT NEWMANSVILLE, GREENE COUNTY, 25 YARDS SOUTH OF THE JUNCTION OF
 GA0851'THE LOCUST SPRING ROAD AND STATE HIGHWAY 93, 100 YARDS EAST OF
 GA0851'THE CENTERLINE OF THE HIGHWAY, 35 YARDS SOUTHEAST OF THE J.B.
 GA0851'MORELL SERVICE STATION, 59 FEET SOUTHWEST OF THE RESIDENCE, 10
 GA0851'FEET EAST OF A SOUTHWEST FENCE CORNER AND 6 INCHES HIGHER THAN
 GA0851'THE HIGHWAY.  A STANDARD DISK, STAMPED N 98 1935 AND SET IN THE
 GA0851'TOP OF A CONCRETE POST.
 GA0851
 GA0851                          STATION RECOVERY (2004)
 GA0851
 GA0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0776 ***********************************************************************
 GA0776  DESIGNATION -  N 99
 GA0776  PID         -  GA0776
 GA0776  STATE/COUNTY-  TN/HAWKINS
 GA0776  USGS QUAD   -  MC CLOUD (1961)
 GA0776
 GA0776                         *CURRENT SURVEY CONTROL
 GA0776  ___________________________________________________________________
 GA0776* NAD 83(1986)-  36 20 30.     (N)    082 58 33.     (W)     SCALED    
 GA0776* NAVD 88     -       333.273  (meters)    1093.41   (feet)  ADJUSTED  
 GA0776  ___________________________________________________________________
 GA0776  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0776  DYNAMIC HT  -         332.967 (meters)    1092.41  (feet)  COMP
 GA0776  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 GA0776
 GA0776  VERT ORDER  -  SECOND    CLASS 0
 GA0776
 GA0776.The horizontal coordinates were scaled from a topographic map and have
 GA0776.an estimated accuracy of +/- 6 seconds.
 GA0776
 GA0776.The orthometric height was determined by differential leveling
 GA0776.and adjusted by the National Geodetic Survey in June 1991..
 GA0776
 GA0776.The geoid height was determined by GEOID03.
 GA0776
 GA0776.The dynamic height is computed by dividing the NAVD 88
 GA0776.geopotential number by the normal gravity value computed on the
 GA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0776.degrees latitude (g = 980.6199 gals.).
 GA0776
 GA0776.The modeled gravity was interpolated from observed gravity values.
 GA0776
 GA0776;                    North         East    Units  Estimated Accuracy
 GA0776;SPC TN       -   227,020.      871,440.      MT  (+/- 180 meters Scaled)
 GA0776
 GA0776                          SUPERSEDED SURVEY CONTROL
 GA0776
 GA0776  NGVD 29 (??/??/92)  333.430  (m)         1093.93   (f) ADJ UNCH    2 0
 GA0776
 GA0776.Superseded values are not recommended for survey control.
 GA0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0776.See file dsdata.txt to determine how the superseded data were derived.
 GA0776
 GA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA226236(NAD 83)
 GA0776_MARKER: DB = BENCH MARK DISK
 GA0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0776_STAMPING: N 99 1935
 GA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0776+STABILITY: SURFACE MOTION
 GA0776
 GA0776  HISTORY     - Date     Condition        Report By
 GA0776  HISTORY     - 1935     MONUMENTED       CGS
 GA0776  HISTORY     - 1950     GOOD             TVA
 GA0776
 GA0776                          STATION DESCRIPTION
 GA0776
 GA0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0776'2.2 MI E FROM PERSIA.
 GA0776'2.2 MILES EAST ALONG THE STRAHL ROAD FROM THE SOUTHERN RAILWAY
 GA0776'STATION AT PERSIA, HAWKINS COUNTY, 35 YARDS SOUTH OF A WOODEN
 GA0776'BRIDGE OVER DODSON CREEK, 24 FEET EAST OF THE CENTERLINE OF THE
 GA0776'ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND LEVEL WITH THE ROAD.
 GA0776'A STANDARD DISK, STAMPED N 99 1935 AND SET IN THE TOP OF A
 GA0776'CONCRETE POST.
 GA0776
 GA0776                          STATION RECOVERY (1950)
 GA0776
 GA0776'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1461 ***********************************************************************
 GC1461  DESIGNATION -  NAILS
 GC1461  PID         -  GC1461
 GC1461  STATE/COUNTY-  TN/DICKSON
 GC1461  USGS QUAD   -  WHITE BLUFF (1983)
 GC1461
 GC1461                         *CURRENT SURVEY CONTROL
 GC1461  ___________________________________________________________________
 GC1461* NAD 83(1995)-  36 00 50.86439(N)    087 14 30.21007(W)     ADJUSTED  
 GC1461* NAVD 88     -       230.338  (meters)     755.70   (feet)  ADJUSTED  
 GC1461  ___________________________________________________________________
 GC1461  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GC1461  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1461  DYNAMIC HT  -         230.138 (meters)     755.04  (feet)  COMP
 GC1461  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1461
 GC1461  HORZ ORDER  -  SECOND
 GC1461  VERT ORDER  -  SECOND    CLASS 0
 GC1461
 GC1461.The horizontal coordinates were established by classical geodetic methods
 GC1461.and adjusted by the National Geodetic Survey in April 1999..
 GC1461
 GC1461.The orthometric height was determined by differential leveling
 GC1461.and adjusted by the National Geodetic Survey in June 1991..
 GC1461
 GC1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1461
 GC1461.The geoid height was determined by GEOID03.
 GC1461
 GC1461.The dynamic height is computed by dividing the NAVD 88
 GC1461.geopotential number by the normal gravity value computed on the
 GC1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1461.degrees latitude (g = 980.6199 gals.).
 GC1461
 GC1461.The modeled gravity was interpolated from observed gravity values.
 GC1461
 GC1461;                    North         East     Units Scale Factor Converg.
 GC1461;SPC TN       -   187,193.193   488,069.695   MT  0.99995332   -0 43 37.0
 GC1461;SPC TN       -   614,149.67  1,601,275.32   sFT  0.99995332   -0 43 37.0
 GC1461;UTM  16      - 3,985,542.585   478,217.765   MT  0.99960585   -0 08 31.7
 GC1461
 GC1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1461!SPC TN       -   0.99996835  x   0.99995332  =   0.99992167
 GC1461!UTM  16      -   0.99996835  x   0.99960585  =   0.99957421
 GC1461
 GC1461:                Primary Azimuth Mark                     Grid Az
 GC1461:SPC TN       -  NAILS AZ MK                              158 17 49.1
 GC1461:UTM  16      -  NAILS AZ MK                              157 42 43.8
 GC1461
 GC1461|---------------------------------------------------------------------|
 GC1461| PID    Reference Object                     Distance      Geod. Az  |
 GC1461|                                                           dddmmss.s |
 GC1461| GC1463 NAILS AZ MK                                        1573412.1 |
 GC1461| GC1462 NAILS RM 1                           18.904 METERS 22415     |
 GC1461| GC1460 NAILS RM 2                           24.536 METERS 30639     |
 GC1461|---------------------------------------------------------------------|
 GC1461
 GC1461                          SUPERSEDED SURVEY CONTROL
 GC1461
 GC1461  NAD 83(1995)-  36 00 50.86615(N)    087 14 30.21331(W) AD(       ) 2
 GC1461  NAD 83(1995)-  36 00 50.86667(N)    087 14 30.21320(W) AD(       ) 2
 GC1461  NAD 83(1986)-  36 00 50.87468(N)    087 14 30.21293(W) AD(       ) 2
 GC1461  NAD 27      -  36 00 50.65080(N)    087 14 30.18020(W) AD(       ) 2
 GC1461  NGVD 29 (??/??/92)  230.338  (m)          755.70   (f) ADJ UNCH    2 0
 GC1461
 GC1461.Superseded values are not recommended for survey control.
 GC1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1461.See file dsdata.txt to determine how the superseded data were derived.
 GC1461
 GC1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7821885543(NAD 83)
 GC1461_MARKER: DE = TRAVERSE STATION DISK
 GC1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1461_STAMPING: NAILS 1959
 GC1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1461+STABILITY: SURFACE MOTION
 GC1461
 GC1461  HISTORY     - Date     Condition        Report By
 GC1461  HISTORY     - 1959     MONUMENTED       CGS
 GC1461  HISTORY     - 1959     GOOD             CGS
 GC1461
 GC1461                          STATION DESCRIPTION
 GC1461
 GC1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1461'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF DICKSON, ABOUT
 GC1461'SOUTHWEST OF BURNS.
 GC1461'
 GC1461'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 47
 GC1461'AND STATE HIGHWAY NO. 96 IN BURNS, WHICH IS ABOUT 4 MILES SOUTHEAST
 GC1461'OF DICKSON, GO SOUTH ON STATE HIGHWAY NO. 96 FOR 0.25 MILE TO A T
 GC1461'INTERSECTION AND STATE HIGHWAY NO. 96 TURNS TO THE LEFT. TURN LEFT,
 GC1461'EAST, AND GO 2.1 MILES TO A CROSSROAD JUST AFTER CROSSING BEAVER DAM
 GC1461'CREEK BRIDGE, TURN RIGHT, SOUTH, ON A BLACK TOPPED ROAD FOR 1.3
 GC1461'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.15 MILES TO A
 GC1461'DRIVEWAY ON THE RIGHT,* TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE TO
 GC1461'A DIM TRACK ROAD ON THE LEFT, TURN LEFT, UPHILL, PICKING WAY ALONG
 GC1461'THE EDGE OF THE WOODS FOR 0.1 MILE TO THE SUMMIT AND THE STATION AS
 GC1461'DESCRIBED.
 GC1461'
 GC1461'THE STATION IS 15 FEET WEST OF A TRIANGLE BLAZED ELM TREE. IT IS A
 GC1461'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST
 GC1461'WITH AN UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE
 GC1461'AND IS STAMPED NAILS 1959.
 GC1461'
 GC1461'REFERENCE MARK NO. 1 IS 4 FEET NORTHWEST OF A SMALL TREE, IS SET
 GC1461'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED NAILS NO 1
 GC1461'1959.
 GC1461'
 GC1461'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 GC1461'STAMPED NAILS NO 2 1959.
 GC1461'
 GC1461'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF A BLACK TOPPED
 GC1461'ROAD, 31 FEET WEST OF A POWER LINE POLE NO. 208 AND 2 FEET SOUTH OF
 GC1461'A WITNESS POST. IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 GC1461'STAMPED NAILS 1959.
 GC1461'
 GC1461'* TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY ON THE RIGHT, CONTINUE
 GC1461'STRAIGHT AHEAD FOR 0.35 MILE TO THE MARK ON THE LEFT AS
 GC1461'DESCRIBED.
 GC1461'
 GC1461'HEIGHT OF LIGHT ABOVE STATION MARK 22.25 METERS.
 GC1461
 GC1461                          STATION RECOVERY (1959)
 GC1461
 GC1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1461'7.8 MI E FROM TIDWELL.
 GC1461'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1461'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1461'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1461'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1461'GRAVELED ROAD, THENCE 2.2 MILES SOUTHEAST ON STATE HIGHWAY 96
 GC1461'TO A PRIVATE DRIVEWAY, THENCE 0.05 MILE ON THE DRIVEWAY TO A DIM
 GC1461'TRACK ROAD ON THE LEFT, TURN LEFT, UPHILL, PICKING WAY ALONG
 GC1461'THE EDGE OF THE WOODS FOR 0.1 MILE TO THE SUMMIT AND THE STATION
 GC1461'AS DESCRIBED, 15 FT. WEST OF A TRIANGLE BLAZED ELM TREE, A DISK
 GC1461'SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE
 GC1461'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1463 ***********************************************************************
 GC1463  DESIGNATION -  NAILS AZ MK
 GC1463  PID         -  GC1463
 GC1463  STATE/COUNTY-  TN/DICKSON
 GC1463  USGS QUAD   -  WHITE BLUFF (1983)
 GC1463
 GC1463                         *CURRENT SURVEY CONTROL
 GC1463  ___________________________________________________________________
 GC1463* NAD 83(1986)-  36 01 02.     (N)    087 14 36.     (W)     SCALED    
 GC1463* NAVD 88     -       233.269  (meters)     765.32   (feet)  ADJUSTED  
 GC1463  ___________________________________________________________________
 GC1463  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1463  DYNAMIC HT  -         233.068 (meters)     764.66  (feet)  COMP
 GC1463  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GC1463
 GC1463  VERT ORDER  -  SECOND    CLASS 0
 GC1463
 GC1463.The horizontal coordinates were scaled from a topographic map and have
 GC1463.an estimated accuracy of +/- 6 seconds.
 GC1463
 GC1463.The orthometric height was determined by differential leveling
 GC1463.and adjusted by the National Geodetic Survey in June 1991..
 GC1463
 GC1463.The geoid height was determined by GEOID03.
 GC1463
 GC1463.The dynamic height is computed by dividing the NAVD 88
 GC1463.geopotential number by the normal gravity value computed on the
 GC1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1463.degrees latitude (g = 980.6199 gals.).
 GC1463
 GC1463.The modeled gravity was interpolated from observed gravity values.
 GC1463
 GC1463;                    North         East    Units  Estimated Accuracy
 GC1463;SPC TN       -   187,540.      487,930.      MT  (+/- 180 meters Scaled)
 GC1463
 GC1463                          SUPERSEDED SURVEY CONTROL
 GC1463
 GC1463  NGVD 29 (??/??/92)  233.270  (m)          765.32   (f) ADJ UNCH    2 0
 GC1463
 GC1463.Superseded values are not recommended for survey control.
 GC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1463.See file dsdata.txt to determine how the superseded data were derived.
 GC1463
 GC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE780858(NAD 83)
 GC1463_MARKER: DZ = AZIMUTH MARK DISK
 GC1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1463_STAMPING: NAILS 1959
 GC1463_MARK LOGO: CGS   
 GC1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1463+STABILITY: SURFACE MOTION
 GC1463
 GC1463  HISTORY     - Date     Condition        Report By
 GC1463  HISTORY     - 1959     MONUMENTED       CGS
 GC1463
 GC1463                          STATION DESCRIPTION
 GC1463
 GC1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1463'8.2 MI E FROM TIDWELL.
 GC1463'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1463'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1463'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1463'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1463'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96 TO A
 GC1463'T JUNCTION 40 FT. EAST OF THE CENTER OF THE HIGHWAY, 31 FT. WEST
 GC1463'OF A POWER LINE POLE NO. 208, AND 2 FT. SOUTH OF A WITNESS SIGN,
 GC1463'A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 GC1463'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1462 ***********************************************************************
 GC1462  DESIGNATION -  NAILS RM 1
 GC1462  PID         -  GC1462
 GC1462  STATE/COUNTY-  TN/DICKSON
 GC1462  USGS QUAD   -  WHITE BLUFF (1983)
 GC1462
 GC1462                         *CURRENT SURVEY CONTROL
 GC1462  ___________________________________________________________________
 GC1462* NAD 83(1986)-  36 00 50.     (N)    087 14 30.     (W)     SCALED    
 GC1462* NAVD 88     -       229.447  (meters)     752.78   (feet)  ADJUSTED  
 GC1462  ___________________________________________________________________
 GC1462  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1462  DYNAMIC HT  -         229.248 (meters)     752.12  (feet)  COMP
 GC1462  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1462
 GC1462  VERT ORDER  -  SECOND    CLASS 0
 GC1462
 GC1462.The horizontal coordinates were scaled from a topographic map and have
 GC1462.an estimated accuracy of +/- 6 seconds.
 GC1462
 GC1462.The orthometric height was determined by differential leveling
 GC1462.and adjusted by the National Geodetic Survey in June 1991..
 GC1462
 GC1462.The geoid height was determined by GEOID03.
 GC1462
 GC1462.The dynamic height is computed by dividing the NAVD 88
 GC1462.geopotential number by the normal gravity value computed on the
 GC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1462.degrees latitude (g = 980.6199 gals.).
 GC1462
 GC1462.The modeled gravity was interpolated from observed gravity values.
 GC1462
 GC1462;                    North         East    Units  Estimated Accuracy
 GC1462;SPC TN       -   187,170.      488,080.      MT  (+/- 180 meters Scaled)
 GC1462
 GC1462                          SUPERSEDED SURVEY CONTROL
 GC1462
 GC1462  NGVD 29 (??/??/92)  229.447  (m)          752.78   (f) ADJ UNCH    2 0
 GC1462
 GC1462.Superseded values are not recommended for survey control.
 GC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1462.See file dsdata.txt to determine how the superseded data were derived.
 GC1462
 GC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE782855(NAD 83)
 GC1462_MARKER: DR = REFERENCE MARK DISK
 GC1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1462_STAMPING: NAILS NO 1 1959
 GC1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1462+STABILITY: SURFACE MOTION
 GC1462
 GC1462  HISTORY     - Date     Condition        Report By
 GC1462  HISTORY     - 1959     MONUMENTED       CGS
 GC1462
 GC1462                          STATION DESCRIPTION
 GC1462
 GC1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1462'7.8 MI E FROM TIDWELL.
 GC1462'THIS MARK IS LOCATED AT THE NAILS 1959 STATION SITE, 62 FT.
 GC1462'SOUTH-SOUTHWEST OF THE STATION MARK, 4 FT. NORTHWEST OF A SMALL
 GC1462'TREE, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 GC1462'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1460 ***********************************************************************
 GC1460  DESIGNATION -  NAILS RM 2
 GC1460  PID         -  GC1460
 GC1460  STATE/COUNTY-  TN/DICKSON
 GC1460  USGS QUAD   -  WHITE BLUFF (1983)
 GC1460
 GC1460                         *CURRENT SURVEY CONTROL
 GC1460  ___________________________________________________________________
 GC1460* NAD 83(1986)-  36 00 50.     (N)    087 14 30.     (W)     SCALED    
 GC1460* NAVD 88     -       228.313  (meters)     749.06   (feet)  ADJUSTED  
 GC1460  ___________________________________________________________________
 GC1460  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1460  DYNAMIC HT  -         228.115 (meters)     748.41  (feet)  COMP
 GC1460  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1460
 GC1460  VERT ORDER  -  SECOND    CLASS 0
 GC1460
 GC1460.The horizontal coordinates were scaled from a topographic map and have
 GC1460.an estimated accuracy of +/- 6 seconds.
 GC1460
 GC1460.The orthometric height was determined by differential leveling
 GC1460.and adjusted by the National Geodetic Survey in June 1991..
 GC1460
 GC1460.The geoid height was determined by GEOID03.
 GC1460
 GC1460.The dynamic height is computed by dividing the NAVD 88
 GC1460.geopotential number by the normal gravity value computed on the
 GC1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1460.degrees latitude (g = 980.6199 gals.).
 GC1460
 GC1460.The modeled gravity was interpolated from observed gravity values.
 GC1460
 GC1460;                    North         East    Units  Estimated Accuracy
 GC1460;SPC TN       -   187,170.      488,080.      MT  (+/- 180 meters Scaled)
 GC1460
 GC1460                          SUPERSEDED SURVEY CONTROL
 GC1460
 GC1460  NGVD 29 (??/??/92)  228.313  (m)          749.06   (f) ADJ UNCH    2 0
 GC1460
 GC1460.Superseded values are not recommended for survey control.
 GC1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1460.See file dsdata.txt to determine how the superseded data were derived.
 GC1460
 GC1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE782855(NAD 83)
 GC1460_MARKER: DR = REFERENCE MARK DISK
 GC1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1460_STAMPING: NAILS NO 2 1959
 GC1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1460+STABILITY: SURFACE MOTION
 GC1460
 GC1460  HISTORY     - Date     Condition        Report By
 GC1460  HISTORY     - 1959     MONUMENTED       CGS
 GC1460
 GC1460                          STATION DESCRIPTION
 GC1460
 GC1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1460'7.8 MI E FROM TIDWELL.
 GC1460'THIS MARK IS LOCATED AT THE NAILS 1959 STATION SITE, 80.5 FT.
 GC1460'NORTHWEST OF THE STATION MARK, A DISK SET IN TOP OF A CONCRETE
 GC1460'POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2414 ***********************************************************************
 GB2414  DESIGNATION -  NAMELESS
 GB2414  PID         -  GB2414
 GB2414  STATE/COUNTY-  TN/JACKSON
 GB2414  USGS QUAD   -  GAINESBORO (1979)
 GB2414
 GB2414                         *CURRENT SURVEY CONTROL
 GB2414  ___________________________________________________________________
 GB2414* NAD 83(1995)-  36 15 15.82234(N)    085 42 38.05047(W)     ADJUSTED  
 GB2414* NAVD 88     -       317.80   (+/-2cm)    1042.6    (feet)  VERTCON   
 GB2414  ___________________________________________________________________
 GB2414  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GB2414  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB2414
 GB2414  HORZ ORDER  -  SECOND
 GB2414  VERT ORDER  -  THIRD ? (See Below)
 GB2414
 GB2414.The horizontal coordinates were established by classical geodetic methods
 GB2414.and adjusted by the National Geodetic Survey in April 1999..
 GB2414
 GB2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2414.The vertical order pertains to the NGVD 29 superseded value.
 GB2414
 GB2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2414
 GB2414.The geoid height was determined by GEOID03.
 GB2414
 GB2414;                    North         East     Units Scale Factor Converg.
 GB2414;SPC TN       -   213,180.867   626,011.362   MT  0.99997524   +0 10 10.0
 GB2414;SPC TN       -   699,410.89  2,053,838.94   sFT  0.99997524   +0 10 10.0
 GB2414;UTM  16      - 4,012,936.116   615,841.875   MT  0.99976534   +0 45 45.4
 GB2414
 GB2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2414!SPC TN       -   0.99995481  x   0.99997524  =   0.99993005
 GB2414!UTM  16      -   0.99995481  x   0.99976534  =   0.99972016
 GB2414
 GB2414|---------------------------------------------------------------------|
 GB2414| PID    Reference Object                     Distance      Geod. Az  |
 GB2414|                                                           dddmmss.s |
 GB2414| GB2415 TT 29 RCD                            28.591 METERS 06700     |
 GB2414| CG6174 NAMELESS RM 1                        24.390 METERS 14342     |
 GB2414| GB2427 BAXTER MUNICIPAL TANK               APPROX.12.6 KM 1484756.8 |
 GB2414| CG6173 NAMELESS AZ MK                                     3110402.5 |
 GB2414|---------------------------------------------------------------------|
 GB2414
 GB2414                          SUPERSEDED SURVEY CONTROL
 GB2414
 GB2414  NAD 83(1995)-  36 15 15.82459(N)    085 42 38.05325(W) AD(       ) 2
 GB2414  NAD 83(1995)-  36 15 15.82702(N)    085 42 38.05413(W) AD(       ) 2
 GB2414  NAD 83(1986)-  36 15 15.83383(N)    085 42 38.05207(W) AD(       ) 2
 GB2414  NAD 27      -  36 15 15.61700(N)    085 42 38.12000(W) AD(       ) 2
 GB2414  NGVD 29 (07/19/86)  317.89   (m)         1042.9    (f) LEVELING    3  
 GB2414
 GB2414.Superseded values are not recommended for survey control.
 GB2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2414.See file dsdata.txt to determine how the superseded data were derived.
 GB2414
 GB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1584212936(NAD 83)
 GB2414_MARKER: DS = TRIANGULATION STATION DISK
 GB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2414
 GB2414  HISTORY     - Date     Condition        Report By
 GB2414  HISTORY     - 1950     MONUMENTED       CGS
 GB2414  HISTORY     - 1963     GOOD             CGS
 GB2414
 GB2414                          STATION DESCRIPTION
 GB2414
 GB2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2414'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF GAINESBORO AND 7 MILES
 GB2414'NORTHWEST OF BAXTER ON THE GROUNDS OF THE NAMELESS SCHOOL. IT IS 73
 GB2414'FEET SOUTH OF CENTER OF A GRAVEL ROAD, 43 FEET WEST OF THE NORTHWEST
 GB2414'CORNER OF SCHOOL BUILDING AND 43 FEET SOUTH OF A WHITE WITNESS
 GB2414'POST. THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 GB2414'THE DISK IS STAMPED NAMELESS 1950.
 GB2414'
 GB2414'REFERENCE MARK NO. 1 IS 153 FEET SOUTH OF CENTER OF GRAVEL ROAD AND
 GB2414'20 FEET SOUTH OF THE SOUTHWEST CORNER OF SCHOOL BUILDING. THE
 GB2414'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NAMELESS NO 1
 GB2414'1950.
 GB2414'
 GB2414'TT 29 (USGS) BM IS 101 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 32
 GB2414'FEET EAST OF THE NORTHEAST CORNER OF SCHOOL BUILDING.  THE MARK IS AN
 GB2414'8X8 INCHES CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK
 GB2414'IS A STANDARD USGS BM DISK STAMPED TT 29 RCD 1949.
 GB2414'
 GB2414'AZIMUTH MARK IS 17 FEET EAST OF CENTER OF A GRAVEL ROAD, 3 FEET EAST
 GB2414'OF A POWER LINE POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE
 GB2414'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NAMELESS 1950.
 GB2414'
 GB2414'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 N AND STATE
 GB2414'HIGHWAY 53 IN CHESTNUT MOUND, GO NORTH AND EAST ON HIGHWAY 53 FOR
 GB2414'9.8 MILES TO A GRAVEL T ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO
 GB2414'SOUTH FOR 2.6 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED,
 GB2414'CONTINUE AHEAD ON GRAVEL ROAD FOR 0.35 MILE TO THE STATION ON THE
 GB2414'SCHOOL GROUNDS ON RIGHT AS DESCRIBED.
 GB2414'
 GB2414'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2414
 GB2414                          STATION RECOVERY (1963)
 GB2414
 GB2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2414'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 GB2414'CONDITION.  A METAL WITNESS POST IS INTACT.  STATION IS 18 FEET
 GB2414'SOUTH OF THE STATION.  TT 29 (USGS) BM NOT FOUND.  NO SEARCH WAS
 GB2414'MADE FOR THE AZIMUTH MARK.
 GB2414'
 GB2414'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 GB2414'
 GB2414'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND STATE HIGHWAY 56
 GB2414'(2 MILES SOUTH OF BAXTER), GO NORTH ON HIGHWAY 56 FOR 6.3
 GB2414'MILES TO A PAVED ROAD LEFT.  TURN LEFT (WEST) ON THE PAVED
 GB2414'ROAD FOR 8.1 MILES TO THE VILLAGE OF NAMELESS, AND THE ABANDONED
 GB2414'SCHOOL HOUSE ON THE LEFT (SOUTH) SIDE OF THE ROAD, AND THE
 GB2414'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0586 ***********************************************************************
 FD0586  DESIGNATION -  NANCY
 FD0586  PID         -  FD0586
 FD0586  STATE/COUNTY-  TN/MAURY
 FD0586  USGS QUAD   -  GLENDALE (1981)
 FD0586
 FD0586                         *CURRENT SURVEY CONTROL
 FD0586  ___________________________________________________________________
 FD0586* NAD 83(1995)-  35 35 56.34853(N)    086 54 13.77956(W)     ADJUSTED  
 FD0586* NAVD 88     -       225.147  (meters)     738.67   (feet)  ADJUSTED  
 FD0586  ___________________________________________________________________
 FD0586  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FD0586  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0586  DYNAMIC HT  -         224.949 (meters)     738.02  (feet)  COMP
 FD0586  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0586
 FD0586  HORZ ORDER  -  SECOND
 FD0586  VERT ORDER  -  SECOND    CLASS 0
 FD0586
 FD0586.The horizontal coordinates were established by classical geodetic methods
 FD0586.and adjusted by the National Geodetic Survey in April 1999..
 FD0586
 FD0586.The orthometric height was determined by differential leveling
 FD0586.and adjusted by the National Geodetic Survey in June 1991..
 FD0586
 FD0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0586
 FD0586.The geoid height was determined by GEOID03.
 FD0586
 FD0586.The dynamic height is computed by dividing the NAVD 88
 FD0586.geopotential number by the normal gravity value computed on the
 FD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0586.degrees latitude (g = 980.6199 gals.).
 FD0586
 FD0586.The modeled gravity was interpolated from observed gravity values.
 FD0586
 FD0586;                    North         East     Units Scale Factor Converg.
 FD0586;SPC TN       -   140,801.159   518,101.698   MT  0.99995677   -0 31 44.9
 FD0586;SPC TN       -   461,945.14  1,699,805.32   sFT  0.99995677   -0 31 44.9
 FD0586;UTM  16      - 3,939,475.850   508,711.456   MT  0.99960094   +0 03 21.5
 FD0586
 FD0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0586!SPC TN       -   0.99996905  x   0.99995677  =   0.99992582
 FD0586!UTM  16      -   0.99996905  x   0.99960094  =   0.99957000
 FD0586
 FD0586|---------------------------------------------------------------------|
 FD0586| PID    Reference Object                     Distance      Geod. Az  |
 FD0586|                                                           dddmmss.s |
 FD0586| FD0587 NANCY RM 1                           20.586 METERS 18905     |
 FD0586| FD0588 NANCY AZ MK                         APPROX. 1.0 KM 1900328.5 |
 FD0586| FD0585 NANCY RM 2                           23.452 METERS 34952     |
 FD0586|---------------------------------------------------------------------|
 FD0586
 FD0586                          SUPERSEDED SURVEY CONTROL
 FD0586
 FD0586  NAD 83(1995)-  35 35 56.35171(N)    086 54 13.78166(W) AD(       ) 2
 FD0586  NAD 83(1986)-  35 35 56.35935(N)    086 54 13.78067(W) AD(       ) 2
 FD0586  NAD 27      -  35 35 56.10490(N)    086 54 13.77890(W) AD(       ) 2
 FD0586  NGVD 29 (??/??/92)  225.128  (m)          738.61   (f) ADJ UNCH    2 0
 FD0586
 FD0586.Superseded values are not recommended for survey control.
 FD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0586.See file dsdata.txt to determine how the superseded data were derived.
 FD0586
 FD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0871139476(NAD 83)
 FD0586_MARKER: DE = TRAVERSE STATION DISK
 FD0586_SETTING: 66 = SET IN ROCK OUTCROP
 FD0586_SP_SET: BEDROCK
 FD0586_STAMPING: NANCY 1960
 FD0586_MARK LOGO: CGS   
 FD0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0586+STABILITY: POSITION/ELEVATION WELL
 FD0586
 FD0586  HISTORY     - Date     Condition        Report By
 FD0586  HISTORY     - 1960     MONUMENTED       CGS
 FD0586  HISTORY     - 1960     GOOD             CGS
 FD0586
 FD0586                          STATION DESCRIPTION
 FD0586
 FD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0586'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF COLUMBIA, ON A ROCK
 FD0586'COVERED HILL WITH SCATTERED
 FD0586'TREES AND BRUSH AND ON PROPERTY OWNED BY MR F C
 FD0586'PILKINTON.
 FD0586'
 FD0586'TO REACH THE STATION FROM THE INTERSECTION OF GLADE STREET AND STATE
 FD0586'HIGHWAY 50 IN THE EAST
 FD0586'PART OF COLUMBIA, GO SOUTHEAST ON STATE HIGHWAY 50 FOR
 FD0586'2.1 MILES TO A SIDE ROAD ON THE
 FD0586'LEFT AT CHEEKS STORE, TURN LEFT,
 FD0586'EAST, FOR 4.8 MILES TO ROCK SPRINGS CHURCH ON THE
 FD0586'LEFT, CONTINUE EAST
 FD0586'FOR 0.8 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT, NORTH, FOR 0.2
 FD0586'MILE TO A WOODEN
 FD0586'GATE, CONTINUE NORTH FOR 0.2 MILE TO AN OLD
 FD0586'ABANDONED FARM HOUSE AND THE END OF
 FD0586'TRUCK TRAVEL.  PACK NORTHEAST FOR
 FD0586'ABOUT 0.4 MILE TO THE STATION.
 FD0586'
 FD0586'STATION MARK IS ON THE WEST SLOPE OF THE HILL, 30 FEET EAST OF A
 FD0586'30-INCH TREE AND 2.8 FEET
 FD0586'NORTH OF A CAIRN.  THE MARK IS A STANDARD DISK CEMENTED
 FD0586'IN A DRILL HOLE IN BEDROCK, SET
 FD0586'6 INCHES BELOW THE GROUND AND IS
 FD0586'STAMPED NANCY 1960.
 FD0586'
 FD0586'REFERENCE MARK NO 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0586'OUTCROPPING BEDROCK, SET
 FD0586'FLUSH AND IS STAMPED NANCY NO 1 1960.
 FD0586'
 FD0586'REFERENCE MARK NO 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0586'OUTCROPPING BEDROCK, SET
 FD0586'FLUSH AND IS STAMPED NANCY NO 2 1960.
 FD0586'
 FD0586'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 5.2
 FD0586'FEET NORTHEAST OF A
 FD0586'WITNESS SIGN AND 3 FEET NORTH OF A WIRE FENCE.  THE
 FD0586'MARK IS A STANDARD DISK CEMENTED
 FD0586'IN A DRILL HOLE IN OUTCROPPING
 FD0586'BEDROCK, SET FLUSH AND IS STAMPED NANCY 1960.
 FD0586'
 FD0586'TO REACH THE AZIMUTH MARK FROM THE ROCK SPRINGS CHURCH, CONTINUE EAST
 FD0586'FOR 0.8 MILE TO A TRACK
 FD0586'ROAD ON THE LEFT, CONTINUE EAST FOR 0.15 MILE TO THE
 FD0586'MARK ON THE LEFT.
 FD0586'
 FD0586'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0586'
 FD0586'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FD0586
 FD0586                          STATION RECOVERY (1960)
 FD0586
 FD0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0586'6.2 MI N FROM BRYANT.
 FD0586'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0586'FOR 0.7 MILE, THEN 5.5 MILES NORTH ON INTERSTATE HIGHWAY 65,
 FD0586'THEN ABOUT 0.1 MILE WEST TO THE HIGHEST POINT OF A HILL.  THE
 FD0586'STATION MARK IS ON THE WEST SLOPE OF THE HILL, 30 FT. EAST OF A
 FD0586'30-INCH TREE AND 2.8 FT. NORTH OF A CAIRN.  THE DISK IS CEMENTED
 FD0586'IN A DRILL HOLE IN A BEDROCK SET 6 INCHES BELOW THE SURFACE OF
 FD0586'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0588 ***********************************************************************
 FD0588  DESIGNATION -  NANCY AZ MK
 FD0588  PID         -  FD0588
 FD0588  STATE/COUNTY-  TN/MAURY
 FD0588  USGS QUAD   -  GLENDALE (1981)
 FD0588
 FD0588                         *CURRENT SURVEY CONTROL
 FD0588  ___________________________________________________________________
 FD0588* NAD 83(1995)-  35 35 25.56786(N)    086 54 20.46345(W)     ADJUSTED  
 FD0588* NAVD 88     -       207.062  (meters)     679.34   (feet)  ADJUSTED  
 FD0588  ___________________________________________________________________
 FD0588  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD0588  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0588  DYNAMIC HT  -         206.880 (meters)     678.74  (feet)  COMP
 FD0588  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FD0588
 FD0588  HORZ ORDER  -  SECOND
 FD0588  VERT ORDER  -  SECOND    CLASS 0
 FD0588
 FD0588.The horizontal coordinates were established by classical geodetic methods
 FD0588.and adjusted by the National Geodetic Survey in April 1999..
 FD0588
 FD0588.The orthometric height was determined by differential leveling
 FD0588.and adjusted by the National Geodetic Survey in June 1991..
 FD0588
 FD0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0588
 FD0588.The geoid height was determined by GEOID03.
 FD0588
 FD0588.The dynamic height is computed by dividing the NAVD 88
 FD0588.geopotential number by the normal gravity value computed on the
 FD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0588.degrees latitude (g = 980.6199 gals.).
 FD0588
 FD0588.The modeled gravity was interpolated from observed gravity values.
 FD0588
 FD0588;                    North         East     Units Scale Factor Converg.
 FD0588;SPC TN       -   139,854.139   517,924.690   MT  0.99995739   -0 31 48.8
 FD0588;SPC TN       -   458,838.12  1,699,224.59   sFT  0.99995739   -0 31 48.8
 FD0588;UTM  16      - 3,938,527.410   508,544.187   MT  0.99960090   +0 03 17.6
 FD0588
 FD0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0588!SPC TN       -   0.99997188  x   0.99995739  =   0.99992927
 FD0588!UTM  16      -   0.99997188  x   0.99960090  =   0.99957279
 FD0588
 FD0588:                Primary Azimuth Mark                     Grid Az
 FD0588:SPC TN       -  NANCY                                    010 35 13.4
 FD0588:UTM  16      -  NANCY                                    010 00 07.0
 FD0588
 FD0588|---------------------------------------------------------------------|
 FD0588| PID    Reference Object                     Distance      Geod. Az  |
 FD0588|                                                           dddmmss.s |
 FD0588| FD0586 NANCY                               APPROX. 1.0 KM 0100324.6 |
 FD0588|---------------------------------------------------------------------|
 FD0588
 FD0588                          SUPERSEDED SURVEY CONTROL
 FD0588
 FD0588  NAD 83(1995)-  35 35 25.57112(N)    086 54 20.46551(W) AD(       ) 2
 FD0588  NAD 83(1986)-  35 35 25.57863(N)    086 54 20.46456(W) AD(       ) 2
 FD0588  NAD 27      -  35 35 25.32500(N)    086 54 20.46180(W) AD(       ) 2
 FD0588  NGVD 29 (??/??/92)  207.044  (m)          679.28   (f) ADJ UNCH    2 0
 FD0588
 FD0588.Superseded values are not recommended for survey control.
 FD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0588.See file dsdata.txt to determine how the superseded data were derived.
 FD0588
 FD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0854438527(NAD 83)
 FD0588_MARKER: DZ = AZIMUTH MARK DISK
 FD0588_SETTING: 66 = SET IN ROCK OUTCROP
 FD0588_SP_SET: OUTCROPPING BEDROCK
 FD0588_STAMPING: NANCY 1960
 FD0588_MARK LOGO: CGS   
 FD0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0588+STABILITY: POSITION/ELEVATION WELL
 FD0588
 FD0588  HISTORY     - Date     Condition        Report By
 FD0588  HISTORY     - 1960     MONUMENTED       CGS
 FD0588  HISTORY     - 1960     GOOD             CGS
 FD0588
 FD0588                          STATION DESCRIPTION
 FD0588
 FD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0588'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF COLUMBIA, ON A ROCK
 FD0588'COVERED HILL WITH SCATTERED
 FD0588'TREES AND BRUSH AND ON PROPERTY OWNED BY MR F C
 FD0588'PILKINTON.
 FD0588'
 FD0588'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 5.2
 FD0588'FEET NORTHEAST OF A
 FD0588'WITNESS SIGN AND 3 FEET NORTH OF A WIRE FENCE.  THE
 FD0588'MARK IS A STANDARD DISK CEMENTED
 FD0588'IN A DRILL HOLE IN OUTCROPPING
 FD0588'BEDROCK, SET FLUSH AND IS STAMPED NANCY 1960.
 FD0588'
 FD0588'TO REACH THE AZIMUTH MARK FROM THE ROCK SPRINGS CHURCH, CONTINUE EAST
 FD0588'FOR 0.8 MILE TO A TRACK
 FD0588'ROAD ON THE LEFT, CONTINUE EAST FOR 0.15 MILE TO THE
 FD0588'MARK ON THE LEFT.
 FD0588
 FD0588                          STATION RECOVERY (1960)
 FD0588
 FD0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0588'5.6 MI N FROM BRYANT.
 FD0588'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0588'50 FOR 0.7 MILE, THEN 4.9 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0588'TO THE INTERSECTION OF SOWELL MILL PIKE ROAD.  THE AZIMUTH MARK IS
 FD0588'ABOUT 300 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 40 FT.
 FD0588'NORTH OF THE CENTER OF SOWELL MILL PIKE ROAD, 5.2 FT. NORTHEAST OF
 FD0588'A WITNESS SIGN AND 3 FT. NORTH OF A WIRE FENCE.  THE DISK IS
 FD0588'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS FLUSH
 FD0588'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0587 ***********************************************************************
 FD0587  DESIGNATION -  NANCY RM 1
 FD0587  PID         -  FD0587
 FD0587  STATE/COUNTY-  TN/MAURY
 FD0587  USGS QUAD   -  GLENDALE (1981)
 FD0587
 FD0587                         *CURRENT SURVEY CONTROL
 FD0587  ___________________________________________________________________
 FD0587* NAD 83(1986)-  35 35 56.     (N)    086 54 13.     (W)     SCALED    
 FD0587* NAVD 88     -       224.951  (meters)     738.03   (feet)  ADJUSTED  
 FD0587  ___________________________________________________________________
 FD0587  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0587  DYNAMIC HT  -         224.753 (meters)     737.38  (feet)  COMP
 FD0587  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0587
 FD0587  VERT ORDER  -  SECOND    CLASS 0
 FD0587
 FD0587.The horizontal coordinates were scaled from a topographic map and have
 FD0587.an estimated accuracy of +/- 6 seconds.
 FD0587
 FD0587.The orthometric height was determined by differential leveling
 FD0587.and adjusted by the National Geodetic Survey in June 1991..
 FD0587
 FD0587.The geoid height was determined by GEOID03.
 FD0587
 FD0587.The dynamic height is computed by dividing the NAVD 88
 FD0587.geopotential number by the normal gravity value computed on the
 FD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0587.degrees latitude (g = 980.6199 gals.).
 FD0587
 FD0587.The modeled gravity was interpolated from observed gravity values.
 FD0587
 FD0587;                    North         East    Units  Estimated Accuracy
 FD0587;SPC TN       -   140,790.      518,120.      MT  (+/- 180 meters Scaled)
 FD0587
 FD0587                          SUPERSEDED SURVEY CONTROL
 FD0587
 FD0587  NGVD 29 (??/??/92)  224.932  (m)          737.96   (f) ADJ UNCH    2 0
 FD0587
 FD0587.Superseded values are not recommended for survey control.
 FD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0587.See file dsdata.txt to determine how the superseded data were derived.
 FD0587
 FD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE087394(NAD 83)
 FD0587_MARKER: DR = REFERENCE MARK DISK
 FD0587_SETTING: 66 = SET IN ROCK OUTCROP
 FD0587_SP_SET: OUTCROPPING BEDROCK
 FD0587_STAMPING: NANCY NO 1 1960
 FD0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0587+STABILITY: POSITION/ELEVATION WELL
 FD0587
 FD0587  HISTORY     - Date     Condition        Report By
 FD0587  HISTORY     - 1960     MONUMENTED       CGS
 FD0587
 FD0587                          STATION DESCRIPTION
 FD0587
 FD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0587'6.2 MI N FROM BRYANT.
 FD0587'THIS MARK IS LOCATED AT THE NANCY 1960 STATION SITE, 67.5 FT.
 FD0587'SOUTH OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0587'IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0585 ***********************************************************************
 FD0585  DESIGNATION -  NANCY RM 2
 FD0585  PID         -  FD0585
 FD0585  STATE/COUNTY-  TN/MAURY
 FD0585  USGS QUAD   -  GLENDALE (1981)
 FD0585
 FD0585                         *CURRENT SURVEY CONTROL
 FD0585  ___________________________________________________________________
 FD0585* NAD 83(1986)-  35 35 56.     (N)    086 54 13.     (W)     SCALED    
 FD0585* NAVD 88     -       223.909  (meters)     734.61   (feet)  ADJUSTED  
 FD0585  ___________________________________________________________________
 FD0585  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0585  DYNAMIC HT  -         223.712 (meters)     733.96  (feet)  COMP
 FD0585  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0585
 FD0585  VERT ORDER  -  SECOND    CLASS 0
 FD0585
 FD0585.The horizontal coordinates were scaled from a topographic map and have
 FD0585.an estimated accuracy of +/- 6 seconds.
 FD0585
 FD0585.The orthometric height was determined by differential leveling
 FD0585.and adjusted by the National Geodetic Survey in June 1991..
 FD0585
 FD0585.The geoid height was determined by GEOID03.
 FD0585
 FD0585.The dynamic height is computed by dividing the NAVD 88
 FD0585.geopotential number by the normal gravity value computed on the
 FD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0585.degrees latitude (g = 980.6199 gals.).
 FD0585
 FD0585.The modeled gravity was interpolated from observed gravity values.
 FD0585
 FD0585;                    North         East    Units  Estimated Accuracy
 FD0585;SPC TN       -   140,790.      518,120.      MT  (+/- 180 meters Scaled)
 FD0585
 FD0585                          SUPERSEDED SURVEY CONTROL
 FD0585
 FD0585  NGVD 29 (??/??/92)  223.890  (m)          734.55   (f) ADJ UNCH    2 0
 FD0585
 FD0585.Superseded values are not recommended for survey control.
 FD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0585.See file dsdata.txt to determine how the superseded data were derived.
 FD0585
 FD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE087394(NAD 83)
 FD0585_MARKER: DR = REFERENCE MARK DISK
 FD0585_SETTING: 66 = SET IN ROCK OUTCROP
 FD0585_SP_SET: OUTCROPPING BEDROCK
 FD0585_STAMPING: NANCY NO 2 1960
 FD0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0585+STABILITY: POSITION/ELEVATION WELL
 FD0585
 FD0585  HISTORY     - Date     Condition        Report By
 FD0585  HISTORY     - 1960     MONUMENTED       CGS
 FD0585
 FD0585                          STATION DESCRIPTION
 FD0585
 FD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0585'6.2 MI N FROM BRYANT.
 FD0585'THIS MARK IS LOCATED AT THE NANCY 1960 STATION SITE, 77 FT. NORTH
 FD0585'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0585'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2510 ***********************************************************************
 GB2510  DESIGNATION -  NAP
 GB2510  PID         -  GB2510
 GB2510  STATE/COUNTY-  TN/SCOTT
 GB2510  USGS QUAD   -  WINFIELD (1982)
 GB2510
 GB2510                         *CURRENT SURVEY CONTROL
 GB2510  ___________________________________________________________________
 GB2510* NAD 83(1995)-  36 31 25.78262(N)    084 29 55.14575(W)     ADJUSTED  
 GB2510* NAVD 88     -       501.8    (meters)    1646.     (feet)  VERTCON   
 GB2510  ___________________________________________________________________
 GB2510  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GB2510  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB2510
 GB2510  HORZ ORDER  -  SECOND
 GB2510
 GB2510.The horizontal coordinates were established by classical geodetic methods
 GB2510.and adjusted by the National Geodetic Survey in April 1999..
 GB2510
 GB2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2510
 GB2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2510
 GB2510.The geoid height was determined by GEOID03.
 GB2510
 GB2510;                    North         East     Units Scale Factor Converg.
 GB2510;SPC TN       -   244,071.694   734,463.748   MT  1.00002076   +0 52 44.2
 GB2510;SPC TN       -   800,758.55  2,409,653.15   sFT  1.00002076   +0 52 44.2
 GB2510;UTM  16      - 4,044,961.858   723,961.188   MT  1.00021802   +1 29 21.5
 GB2510
 GB2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2510!SPC TN       -   0.99992580  x   1.00002076  =   0.99994656
 GB2510!UTM  16      -   0.99992580  x   1.00021802  =   1.00014380
 GB2510
 GB2510|---------------------------------------------------------------------|
 GB2510| PID    Reference Object                     Distance      Geod. Az  |
 GB2510|                                                           dddmmss.s |
 GB2510| DB9818 NAP RM 2                              8.350 METERS 00301     |
 GB2510| GB2507 BEAR                                APPROX. 2.2 KM 0484653.8 |
 GB2510| DB9816 NAP AZ MK                                          0513528.8 |
 GB2510| DB9817 NAP RM 1                              8.969 METERS 17212     |
 GB2510|---------------------------------------------------------------------|
 GB2510
 GB2510                          SUPERSEDED SURVEY CONTROL
 GB2510
 GB2510  NAD 83(1995)-  36 31 25.78327(N)    084 29 55.14562(W) AD(       ) 2
 GB2510  NAD 83(1995)-  36 31 25.79175(N)    084 29 55.14915(W) AD(       ) 2
 GB2510  NAD 83(1986)-  36 31 25.79204(N)    084 29 55.14777(W) AD(       ) 2
 GB2510  NAD 27      -  36 31 25.50993(N)    084 29 55.37084(W) AD(       ) 2
 GB2510  NGVD 29 (07/19/86)  501.9    (m)         1647.     (f) VERT ANG       
 GB2510
 GB2510.Superseded values are not recommended for survey control.
 GB2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2510.See file dsdata.txt to determine how the superseded data were derived.
 GB2510
 GB2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2396144962(NAD 83)
 GB2510_MARKER: DS = TRIANGULATION STATION DISK
 GB2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2510
 GB2510  HISTORY     - Date     Condition        Report By
 GB2510  HISTORY     - 1966     MONUMENTED       CGS
 GB2510  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2510
 GB2510                          STATION DESCRIPTION
 GB2510
 GB2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2510'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ONEIDA ATOP THE
 GB2510'NORTHWEST BANK OF A
 GB2510'200-FOOT HIGHWAY CUT.
 GB2510'
 GB2510'TO REACH THE STATION FROM THE POST OFFICE IN ONEIDA, GO NORTHERLY ON
 GB2510'U.S.  HIGHWAY 27 FOR
 GB2510'1.85 MILES TO THE CUT AND THE STATION ON THE LEFT.
 GB2510'
 GB2510'THE STATION IS 25 FEET NORTHWEST OF THE EDGE OF THE BANK OF THE CUT,
 GB2510'22 FEET EAST OF AN 8-INCH
 GB2510'PINE TREE AND 17.5 FEET SOUTH OF A METAL WITNESS
 GB2510'POST AND SIGN.  THE SURFACE AND
 GB2510'UNDERGROUND MARKS ARE STANDARD
 GB2510'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2510'ARE STAMPED NAP
 GB2510'1966.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2510'THE SURFACE DISK
 GB2510'IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2510'CONCRETE MONUMENT.
 GB2510'
 GB2510'REFERENCE MARK NO. 1 IS 2 FEET NORTHWEST OF THE EDGE OF THE BANK.  IT
 GB2510'IS A STANDARD TENNESSEE
 GB2510'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2510'10-INCH, SQUARE, FLUSH, CONCRETE
 GB2510'MONUMENT AND THE DISK IS STAMPED NAP RM-1 1966.
 GB2510'
 GB2510'REFERENCE MARK NO. 2 IS 16 FEET NORTHEAST OF A METAL WITNESS POST AND
 GB2510'SIGN AND AT THE
 GB2510'NORTHWEST EDGE OF THE HIGHWAY RIGHT-OF-WAY CLEARING.  IT
 GB2510'IS A STANDARD TENNESSEE
 GB2510'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2510'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2
 GB2510'INCHES BELOW THE SURFACE
 GB2510'AND THE DISK IS STAMPED NAP RM-2 1966.
 GB2510'
 GB2510'THE AZIMUTH MARK IS 57 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB2510'GRAVELED DRIVE, 29 FEET
 GB2510'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY
 GB2510'27, 4.4 FEET NORTHWEST OF A METAL
 GB2510'WITNESS POST AND SIGN AND 2 FEET
 GB2510'SOUTHWEST OF A HIGHWAY SIGN.  IT IS A STANDARD
 GB2510'TENNESSEE HIGHWAY
 GB2510'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2510'CONCRETE MONUMENT
 GB2510'AND THE DISK IS STAMPED NAP AZI 1966.
 GB2510'
 GB2510'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GB2510'U.S.  HIGHWAY 27 TO THE
 GB2510'MARK ON THE RIGHT, 0.15 MILE NORTHEAST OF THE STATION.
 GB2510'
 GB2510'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2510'
 GB2510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2510
 GB2510                          STATION RECOVERY (1980)
 GB2510
 GB2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2510'A LONG SEARCH WAS MADE BUT NOTHING WAS FOUND WITH EXISTING TIES.  THE
 GB2510'METAL WITNESS POST WAS FOUND AT THE AZIMUTH MARK BUT MEASUREMENT
 GB2510'WOULD PUT THE MARK IN A GRADER DITCH AND IT IS THOUGHT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1885 ***********************************************************************
 GC1885  DESIGNATION -  NASHVILLE
 GC1885  PID         -  GC1885
 GC1885  STATE/COUNTY-  TN/DAVIDSON
 GC1885  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1885
 GC1885                         *CURRENT SURVEY CONTROL
 GC1885  ___________________________________________________________________
 GC1885* NAD 83(1986)-  36 09 33.     (N)    086 46 54.     (W)     SCALED    
 GC1885* NAVD 88     -       151.471  (meters)     496.95   (feet)  ADJUSTED  
 GC1885  ___________________________________________________________________
 GC1885  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1885  DYNAMIC HT  -         151.341 (meters)     496.52  (feet)  COMP
 GC1885  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC1885
 GC1885  VERT ORDER  -  FIRST     CLASS II
 GC1885
 GC1885.The horizontal coordinates were scaled from a topographic map and have
 GC1885.an estimated accuracy of +/- 6 seconds.
 GC1885
 GC1885.The orthometric height was determined by differential leveling
 GC1885.and adjusted by the National Geodetic Survey in June 1991..
 GC1885
 GC1885.The geoid height was determined by GEOID03.
 GC1885
 GC1885.The dynamic height is computed by dividing the NAVD 88
 GC1885.geopotential number by the normal gravity value computed on the
 GC1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1885.degrees latitude (g = 980.6199 gals.).
 GC1885
 GC1885.The modeled gravity was interpolated from observed gravity values.
 GC1885
 GC1885;                    North         East    Units  Estimated Accuracy
 GC1885;SPC TN       -   202,860.      529,670.      MT  (+/- 180 meters Scaled)
 GC1885
 GC1885                          SUPERSEDED SURVEY CONTROL
 GC1885
 GC1885.No superseded survey control is available for this station.
 GC1885
 GC1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF196016(NAD 83)
 GC1885_MARKER: DB = BENCH MARK DISK
 GC1885_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC1885_STAMPING: NASHVILLE 1899
 GC1885_MARK LOGO: USGS  
 GC1885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1885+STABILITY: POSITION/ELEVATION WELL
 GC1885
 GC1885  HISTORY     - Date     Condition        Report By
 GC1885  HISTORY     - UNK      MONUMENTED       USGS
 GC1885  HISTORY     - 1949     GOOD             NGS
 GC1885  HISTORY     - 1984     GOOD             NGS
 GC1885
 GC1885                          STATION DESCRIPTION
 GC1885
 GC1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1885'AT NASHVILLE.
 GC1885'AT NASHVILLE, DAVIDSON COUNTY, ON THE SOUTH SIDE OF BROADWAY,
 GC1885'SET VERTICALLY IN THE NORTH FACE OF THE STONE PILLAR ON THE WEST
 GC1885'SIDE OF THE CENTER ENTRANCE TO THE CUSTOMS BUILDING, 3.5 FEET
 GC1885'ABOVE THE SIDEWALK.  NOTE-- STAMPING ON DISK IS SLIGHTLY DISFIGURED
 GC1885'BUT APPEARS TO BE 1899 AND NOT 1901.  THE 495 OF STAMPING IS NOT
 GC1885'LEGIBLE.
 GC1885
 GC1885                          STATION RECOVERY (1984)
 GC1885
 GC1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1885'RECOVERED IN GOOD CONDITION.  LOCATED IN NASHVILLE ON THE SOUTH SIDE
 GC1885'OF BROADWAY, BETWEEN 7TH AND 8TH STREETS, DISK SET VERTICALLY IN THE
 GC1885'NORTH FACE OF THE SECOND STONE PILLAR PIER EAST OF THE WESTERNMOST ONE
 GC1885'OF FOUR, AND AT THE MAIN NORTH ENTRANCE TO THE CUSTOMS BUILDING (BUILT
 GC1885'IN 1877).  NOTE--ACCORDING TO THE USGS, THIS BM WAS TO BE RESET IN
 GC1885'1982 AT THE SAME ELEVATION.  THE DAMAGED USGS DISK HAS BEEN REPLACED
 GC1885'BY A NATIONAL GEODETIC SURVEY BENCH MARK DISK.  THE STAMPING NOW
 GC1885'READS--NASHVILLE USGS 1901.
 GC1885'THE MARK IS 1.1 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2259 ***********************************************************************
 GC2259  DESIGNATION -  NASHVILLE ATT CO RELAY TOWER
 GC2259  PID         -  GC2259
 GC2259  STATE/COUNTY-  TN/DAVIDSON
 GC2259  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2259
 GC2259                         *CURRENT SURVEY CONTROL
 GC2259  ___________________________________________________________________
 GC2259* NAD 83(1995)-  36 09 50.40306(N)    086 46 38.15509(W)     ADJUSTED  
 GC2259* NAVD 88     -                                                        
 GC2259  ___________________________________________________________________
 GC2259  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC2259  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2259
 GC2259  HORZ ORDER  -  THIRD
 GC2259
 GC2259.The horizontal coordinates were established by classical geodetic methods
 GC2259.and adjusted by the National Geodetic Survey in April 1999..
 GC2259
 GC2259
 GC2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2259
 GC2259.The geoid height was determined by GEOID03.
 GC2259
 GC2259;                    North         East     Units Scale Factor Converg.
 GC2259;SPC TN       -   203,390.003   530,067.471   MT  0.99996493   -0 27 18.2
 GC2259;SPC TN       -   667,288.70  1,739,063.03   sFT  0.99996493   -0 27 18.2
 GC2259;UTM  16      - 4,002,161.772   520,032.918   MT  0.99960494   +0 07 53.2
 GC2259
 GC2259                          SUPERSEDED SURVEY CONTROL
 GC2259
 GC2259  NAD 83(1995)-  36 09 50.40507(N)    086 46 38.15709(W) AD(       ) 4
 GC2259  NAD 83(1995)-  36 09 50.40717(N)    086 46 38.15716(W) AD(       ) 4
 GC2259  NAD 83(1986)-  36 09 50.41328(N)    086 46 38.15821(W) AD(       ) 4
 GC2259  NAD 27      -  36 09 50.20800(N)    086 46 38.16300(W) AD(       ) 3
 GC2259
 GC2259.Superseded values are not recommended for survey control.
 GC2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2259.See file dsdata.txt to determine how the superseded data were derived.
 GC2259
 GC2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2003302162(NAD 83)
 GC2259_MARKER: 45 = MICROWAVE TOWER
 GC2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2259+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2259
 GC2259  HISTORY     - Date     Condition        Report By
 GC2259  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2259  HISTORY     - 20060404 GOOD             GEOCAC
 GC2259
 GC2259                          STATION DESCRIPTION
 GC2259
 GC2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2259'THE STATION IS LOCATED ATOP THE SOUTHERN BELL TELEPHONE CO. BUILDING
 GC2259'AT THE CORNER OF THIRD AVENUE AND CHURCH STREET IN DOWNTOWN
 GC2259'NASHVILLE.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING FOUR,
 GC2259'LARGE, DIRECTIONAL ANTENNAE, HAS A LARGE RED LIGHT ON THE WEST SIDE
 GC2259'AND IS 96.0 FEET ABOVE THE TOP OF THE BUILDING.
 GC2259'
 GC2259'THE POINT OBSERVED UPON WAS THE CENTER OF THE LARGE RED LIGHT ON THE
 GC2259'WEST SIDE OF THE STRUCTURE.
 GC2259
 GC2259                          STATION RECOVERY (2006)
 GC2259
 GC2259'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2260 ***********************************************************************
 GC2260  DESIGNATION -  NASHVILLE BAPTIST HOSPITAL STK
 GC2260  PID         -  GC2260
 GC2260  STATE/COUNTY-  TN/DAVIDSON
 GC2260  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2260
 GC2260                         *CURRENT SURVEY CONTROL
 GC2260  ___________________________________________________________________
 GC2260* NAD 83(1995)-  36 09 17.32222(N)    086 48 08.94563(W)     ADJUSTED  
 GC2260* NAVD 88     -                                                        
 GC2260  ___________________________________________________________________
 GC2260  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2260  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2260
 GC2260  HORZ ORDER  -  THIRD
 GC2260
 GC2260.The horizontal coordinates were established by classical geodetic methods
 GC2260.and adjusted by the National Geodetic Survey in April 1999..
 GC2260
 GC2260
 GC2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2260
 GC2260.The geoid height was determined by GEOID03.
 GC2260
 GC2260;                    North         East     Units Scale Factor Converg.
 GC2260;SPC TN       -   202,388.744   527,790.090   MT  0.99996402   -0 28 11.3
 GC2260;SPC TN       -   664,003.74  1,731,591.32   sFT  0.99996402   -0 28 11.3
 GC2260;UTM  16      - 4,001,137.626   517,766.720   MT  0.99960389   +0 06 59.5
 GC2260
 GC2260                          SUPERSEDED SURVEY CONTROL
 GC2260
 GC2260  NAD 83(1995)-  36 09 17.32428(N)    086 48 08.94757(W) AD(       ) 4
 GC2260  NAD 83(1995)-  36 09 17.32620(N)    086 48 08.94773(W) AD(       ) 4
 GC2260  NAD 83(1986)-  36 09 17.33249(N)    086 48 08.94878(W) AD(       ) 4
 GC2260  NAD 27      -  36 09 17.12600(N)    086 48 08.95100(W) AD(       ) 3
 GC2260
 GC2260.Superseded values are not recommended for survey control.
 GC2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2260.See file dsdata.txt to determine how the superseded data were derived.
 GC2260
 GC2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1776701138(NAD 83)
 GC2260_MARKER: 63 = STACK
 GC2260
 GC2260  HISTORY     - Date     Condition        Report By
 GC2260  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2260
 GC2260                          STATION DESCRIPTION
 GC2260
 GC2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2260'THE STATION IS LOCATED NEAR THE POWER PLANT AT THE BAPTIST HOSPITAL.
 GC2260'IT IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF 20TH AVE. NORTH
 GC2260'AND PATTERSON ST. WHICH IS ABOUT 1-1/4 MILES WEST-SOUTHWEST OF THE
 GC2260'CENTER OF NASHVILLE.  IT IS A RED BRICK STRUCTURE, 193 FEET IN
 GC2260'HEIGHT, 20 FEET WIDE AT THE BASE, AND 10 FEET 4 INCHES WIDE AT THE
 GC2260'TOP.  THE CONSTRUCTION WAS COMPLETED THIS YEAR.  THE POINT OF
 GC2260'INTERSECTION WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2261 ***********************************************************************
 GC2261  DESIGNATION -  NASHVILLE CITY GEN HOSP STACK
 GC2261  PID         -  GC2261
 GC2261  STATE/COUNTY-  TN/DAVIDSON
 GC2261  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2261
 GC2261                         *CURRENT SURVEY CONTROL
 GC2261  ___________________________________________________________________
 GC2261* NAD 83(1995)-  36 09 25.25290(N)    086 45 56.87318(W)     ADJUSTED  
 GC2261* NAVD 88     -                                                        
 GC2261  ___________________________________________________________________
 GC2261  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GC2261  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2261
 GC2261  HORZ ORDER  -  THIRD
 GC2261
 GC2261.The horizontal coordinates were established by classical geodetic methods
 GC2261.and adjusted by the National Geodetic Survey in April 1999..
 GC2261
 GC2261
 GC2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2261
 GC2261.The geoid height was determined by GEOID03.
 GC2261
 GC2261;                    North         East     Units Scale Factor Converg.
 GC2261;SPC TN       -   202,606.723   531,093.117   MT  0.99996424   -0 26 54.0
 GC2261;SPC TN       -   664,718.89  1,742,428.00   sFT  0.99996424   -0 26 54.0
 GC2261;UTM  16      - 4,001,389.309   521,066.156   MT  0.99960547   +0 08 17.4
 GC2261
 GC2261                          SUPERSEDED SURVEY CONTROL
 GC2261
 GC2261  NAD 83(1995)-  36 09 25.25494(N)    086 45 56.87522(W) AD(       ) 4
 GC2261  NAD 83(1995)-  36 09 25.25704(N)    086 45 56.87515(W) AD(       ) 4
 GC2261  NAD 83(1986)-  36 09 25.26313(N)    086 45 56.87627(W) AD(       ) 4
 GC2261  NAD 27      -  36 09 25.05900(N)    086 45 56.88100(W) AD(       ) 3
 GC2261
 GC2261.Superseded values are not recommended for survey control.
 GC2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2261.See file dsdata.txt to determine how the superseded data were derived.
 GC2261
 GC2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2106601389(NAD 83)
 GC2261_MARKER: 63 = STACK
 GC2261
 GC2261  HISTORY     - Date     Condition        Report By
 GC2261  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2261
 GC2261                          STATION DESCRIPTION
 GC2261
 GC2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2261'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE CAPITOL BUILDING IN
 GC2261'NASHVILLE AT THE SITE OF THE NASHVILLE CITY GENERAL HOSPITAL
 GC2261'LOCATED ON HERMITAGE AVENUE AT MIDDLETON STREET.  IT IS A RED-BRICK
 GC2261'STACK AND HAS AN OVER-ALL HEIGHT OF 117 FEET.
 GC2261'
 GC2261'THE TOP AND CENTER OF THE STACK WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2262 ***********************************************************************
 GC2262  DESIGNATION -  NASHVILLE CITY POLICE RAD TWR
 GC2262  PID         -  GC2262
 GC2262  STATE/COUNTY-  TN/DAVIDSON
 GC2262  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2262
 GC2262                         *CURRENT SURVEY CONTROL
 GC2262  ___________________________________________________________________
 GC2262* NAD 83(1995)-  36 08 16.98178(N)    086 48 58.10037(W)     ADJUSTED  
 GC2262* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 GC2262  ___________________________________________________________________
 GC2262  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GC2262  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2262
 GC2262  HORZ ORDER  -  SECOND
 GC2262
 GC2262.The horizontal coordinates were established by classical geodetic methods
 GC2262.and adjusted by the National Geodetic Survey in April 1999..
 GC2262
 GC2262.The orthometric height was scaled from a topographic map.
 GC2262
 GC2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2262
 GC2262.The geoid height was determined by GEOID03.
 GC2262
 GC2262;                    North         East     Units Scale Factor Converg.
 GC2262;SPC TN       -   200,539.182   526,545.975   MT  0.99996243   -0 28 40.1
 GC2262;SPC TN       -   657,935.63  1,727,509.59   sFT  0.99996243   -0 28 40.1
 GC2262;UTM  16      - 3,999,276.100   516,542.035   MT  0.99960337   +0 06 30.3
 GC2262
 GC2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2262!SPC TN       -   0.99994967  x   0.99996243  =   0.99991210
 GC2262!UTM  16      -   0.99994967  x   0.99960337  =   0.99955305
 GC2262
 GC2262                          SUPERSEDED SURVEY CONTROL
 GC2262
 GC2262  NAD 83(1995)-  36 08 16.98386(N)    086 48 58.10227(W) AD(       ) 2
 GC2262  NAD 83(1995)-  36 08 16.98568(N)    086 48 58.10245(W) AD(       ) 2
 GC2262  NAD 83(1986)-  36 08 16.99193(N)    086 48 58.10372(W) AD(       ) 2
 GC2262  NAD 27      -  36 08 16.78400(N)    086 48 58.10300(W) AD(       ) 2
 GC2262
 GC2262.Superseded values are not recommended for survey control.
 GC2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2262.See file dsdata.txt to determine how the superseded data were derived.
 GC2262
 GC2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1654299276(NAD 83)
 GC2262_MARKER: 42 = RADIO/TV MAST
 GC2262
 GC2262  HISTORY     - Date     Condition        Report By
 GC2262  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2262  HISTORY     - 1959     GOOD             CGS
 GC2262
 GC2262                          STATION DESCRIPTION
 GC2262
 GC2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2262'STATION IS THE CENTER OF THE TOP OF THE NASHVILLE CITY POLICE RADIO
 GC2262'STATION MAST, KIA 231, LOCATED ATOP LOVE CIRCLE RESERVOIR IN THE
 GC2262'WEST SECTION OF NASHVILLE.  IT IS A 4-LEGGED STEEL MAST, PAINTED IN
 GC2262'ALTERNATE RED AND WHITE SECTIONS AND IS 185 FEET HIGH.
 GC2262
 GC2262                          STATION RECOVERY (1959)
 GC2262
 GC2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2262'THE STATION IS THE CENTER OF THE BASE OF THE NASHVILLE CITY POLICE
 GC2262'RADIO MAST, LOCATED ON A PROMINENT HILL KNOWN AS LOVE CIRCLE
 GC2262'RESERVOIR, ABOUT 5 MILES SOUTHWEST OF THE TENNESSEE STATE CAPITOL
 GC2262'BUILDING AND 1.0 MILE WEST OF VANDERBILT UNIVERSITY.
 GC2262'
 GC2262'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE
 GC2262'AND HAS AN OVER-ALL HEIGHT OF 235 FEET.  A TRAVERSE CONNECTION WAS
 GC2262'MADE TO TRIANGULATION STATION LOVE 1933, DISTANCE BEING 202.42 FEET,
 GC2262'(61.698 METERS) WEST-SOUTHWEST OF LOVE 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9288 ***********************************************************************
 DG9288  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9288  DESIGNATION -  NASHVILLE COOP CORS ARP
 DG9288  CORS_ID     -  EDAN
 DG9288  PID         -  DG9288
 DG9288  STATE/COUNTY-  TN/DAVIDSON
 DG9288  USGS QUAD   -  NASHVILLE EAST (1983)
 DG9288
 DG9288                         *CURRENT SURVEY CONTROL
 DG9288  ___________________________________________________________________
 DG9288* NAD 83(CORS)-  36 08 54.62189(N)    086 42 15.79421(W)     ADJUSTED  
 DG9288* NAVD 88     -                                                        
 DG9288  ___________________________________________________________________
 DG9288  EPOCH DATE  -        2002.00
 DG9288  X           -     296,428.481 (meters)                     COMP
 DG9288  Y           -  -5,147,864.070 (meters)                     COMP
 DG9288  Z           -   3,741,580.297 (meters)                     COMP
 DG9288  ELLIP HEIGHT-         118.62  (meters)          (03/??/05) GPS OBS
 DG9288  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG9288
 DG9288  HORZ ORDER  -  SPECIAL (CORS)
 DG9288  ELLP ORDER  -  SPECIAL (CORS)
 DG9288
 DG9288.ITRF positions are available for this station.
 DG9288.The coordinates were established by GPS observations
 DG9288.and adjusted by the National Geodetic Survey in March 2005..
 DG9288.The coordinates are valid at the epoch date displayed above.
 DG9288.The epoch date for horizontal control is a decimal equivalence
 DG9288.of Year/Month/Day.
 DG9288
 DG9288
 DG9288.The PID for the CORS L1 Phase Center is DG9289.
 DG9288
 DG9288.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9288
 DG9288.The ellipsoidal height was determined by GPS observations
 DG9288.and is referenced to NAD 83.
 DG9288
 DG9288.The geoid height was determined by GEOID03.
 DG9288
 DG9288;                    North         East     Units Scale Factor Converg.
 DG9288;SPC TN       -   201,621.146   536,611.999   MT  0.99996341   -0 24 44.6
 DG9288;SPC TN       -   661,485.38  1,760,534.53   sFT  0.99996341   -0 24 44.6
 DG9288
 DG9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9288!SPC TN       -   0.99998138  x   0.99996341  =   0.99994479
 DG9288
 DG9288                          SUPERSEDED SURVEY CONTROL
 DG9288
 DG9288.No superseded survey control is available for this station.
 DG9288
 DG9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2659300461(NAD 83)
 DG9288_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9288
 DG9288                          STATION DESCRIPTION
 DG9288
 DG9288'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9288'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9288'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9288'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9288'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9288'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9289 ***********************************************************************
 DG9289  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9289  DESIGNATION -  NASHVILLE COOP CORS L1 PHASE CENTER
 DG9289  CORS_ID     -  EDAN
 DG9289  PID         -  DG9289
 DG9289  STATE/COUNTY-  TN/DAVIDSON
 DG9289  USGS QUAD   -  NASHVILLE EAST (1983)
 DG9289
 DG9289                         *CURRENT SURVEY CONTROL
 DG9289  ___________________________________________________________________
 DG9289* NAD 83(CORS)-  36 08 54.62197(N)    086 42 15.79416(W)     ADJUSTED  
 DG9289* NAVD 88     -                                                        
 DG9289  ___________________________________________________________________
 DG9289  EPOCH DATE  -        2002.00
 DG9289  X           -     296,428.487 (meters)                     COMP
 DG9289  Y           -  -5,147,864.149 (meters)                     COMP
 DG9289  Z           -   3,741,580.358 (meters)                     COMP
 DG9289  ELLIP HEIGHT-         118.72  (meters)          (03/??/05) GPS OBS
 DG9289  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG9289
 DG9289  HORZ ORDER  -  SPECIAL (CORS)
 DG9289  ELLP ORDER  -  SPECIAL (CORS)
 DG9289
 DG9289.ITRF positions are available for this station.
 DG9289.The coordinates were established by GPS observations
 DG9289.and adjusted by the National Geodetic Survey in March 2005..
 DG9289.The coordinates are valid at the epoch date displayed above.
 DG9289.The epoch date for horizontal control is a decimal equivalence
 DG9289.of Year/Month/Day.
 DG9289
 DG9289
 DG9289.The PID for the CORS ARP is DG9288.
 DG9289
 DG9289.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9289
 DG9289.The ellipsoidal height was determined by GPS observations
 DG9289.and is referenced to NAD 83.
 DG9289
 DG9289.The geoid height was determined by GEOID03.
 DG9289
 DG9289;                    North         East     Units Scale Factor Converg.
 DG9289;SPC TN       -   201,621.148   536,612.000   MT  0.99996341   -0 24 44.6
 DG9289;SPC TN       -   661,485.38  1,760,534.54   sFT  0.99996341   -0 24 44.6
 DG9289
 DG9289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9289!SPC TN       -   0.99998137  x   0.99996341  =   0.99994478
 DG9289
 DG9289                          SUPERSEDED SURVEY CONTROL
 DG9289
 DG9289.No superseded survey control is available for this station.
 DG9289
 DG9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2659300461(NAD 83)
 DG9289_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9289
 DG9289                          STATION DESCRIPTION
 DG9289
 DG9289'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9289'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9289'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9289'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9289'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9289'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2237 ***********************************************************************
 GC2237  DESIGNATION -  NASHVILLE D W SWINDLE CO TANK
 GC2237  PID         -  GC2237
 GC2237  STATE/COUNTY-  TN/DAVIDSON
 GC2237  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2237
 GC2237                         *CURRENT SURVEY CONTROL
 GC2237  ___________________________________________________________________
 GC2237* NAD 83(1995)-  36 12 08.97369(N)    086 44 57.66040(W)     ADJUSTED  
 GC2237* NAVD 88     -                                                        
 GC2237  ___________________________________________________________________
 GC2237  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GC2237  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2237
 GC2237  HORZ ORDER  -  THIRD
 GC2237
 GC2237.The horizontal coordinates were established by classical geodetic methods
 GC2237.and adjusted by the National Geodetic Survey in April 1999..
 GC2237
 GC2237
 GC2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2237
 GC2237.The geoid height was determined by GEOID03.
 GC2237
 GC2237;                    North         East     Units Scale Factor Converg.
 GC2237;SPC TN       -   207,641.295   532,611.724   MT  0.99996902   -0 26 19.3
 GC2237;SPC TN       -   681,236.48  1,747,410.30   sFT  0.99996902   -0 26 19.3
 GC2237;UTM  16      - 4,006,437.343   522,532.608   MT  0.99960626   +0 08 53.0
 GC2237
 GC2237                          SUPERSEDED SURVEY CONTROL
 GC2237
 GC2237  NAD 83(1995)-  36 12 08.97552(N)    086 44 57.66244(W) AD(       ) 4
 GC2237  NAD 83(1995)-  36 12 08.97808(N)    086 44 57.66252(W) AD(       ) 4
 GC2237  NAD 83(1986)-  36 12 08.98391(N)    086 44 57.66351(W) AD(       ) 4
 GC2237  NAD 27      -  36 12 08.78000(N)    086 44 57.67000(W) AD(       ) 3
 GC2237
 GC2237.Superseded values are not recommended for survey control.
 GC2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2237.See file dsdata.txt to determine how the superseded data were derived.
 GC2237
 GC2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2253306437(NAD 83)
 GC2237_MARKER: 53 = ELEVATED TANK
 GC2237
 GC2237  HISTORY     - Date     Condition        Report By
 GC2237  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2237
 GC2237                          STATION DESCRIPTION
 GC2237
 GC2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2237'STATION IS THE RED LIGHT AT THE APEX OF THE ROOF OF THE TANK WHICH IS
 GC2237'LOCATED NEAR THE NASHVILLE CITY LIMITS IN THE EAST NASHVILLE
 GC2237'SECTION OF THE CITY, ON THE WEST SIDE OF THE LOUISVILLE AND NASHVILLE
 GC2237'RAILROAD MAIN LINE AND AT THE WEST END OF DELMAS AVENUE. IT IS A
 GC2237'LARGE STEEL TANK ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND
 GC2237'IS ABOUT 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2263 ***********************************************************************
 GC2263  DESIGNATION -  NASHVILLE FERRO CORP STACK
 GC2263  PID         -  GC2263
 GC2263  STATE/COUNTY-  TN/DAVIDSON
 GC2263  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2263
 GC2263                         *CURRENT SURVEY CONTROL
 GC2263  ___________________________________________________________________
 GC2263* NAD 83(1995)-  36 08 14.82684(N)    086 45 17.49804(W)     ADJUSTED  
 GC2263* NAVD 88     -                                                        
 GC2263  ___________________________________________________________________
 GC2263  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC2263  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2263
 GC2263  HORZ ORDER  -  THIRD
 GC2263
 GC2263.The horizontal coordinates were established by classical geodetic methods
 GC2263.and adjusted by the National Geodetic Survey in April 1999..
 GC2263
 GC2263
 GC2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2263
 GC2263.The geoid height was determined by GEOID03.
 GC2263
 GC2263;                    North         East     Units Scale Factor Converg.
 GC2263;SPC TN       -   200,428.500   532,060.521   MT  0.99996238   -0 26 30.9
 GC2263;SPC TN       -   657,572.50  1,745,601.89   sFT  0.99996238   -0 26 30.9
 GC2263;UTM  16      - 3,999,221.878   522,055.452   MT  0.99960599   +0 08 40.4
 GC2263
 GC2263                          SUPERSEDED SURVEY CONTROL
 GC2263
 GC2263  NAD 83(1995)-  36 08 14.82896(N)    086 45 17.50018(W) AD(       ) 4
 GC2263  NAD 83(1995)-  36 08 14.83095(N)    086 45 17.49985(W) AD(       ) 4
 GC2263  NAD 83(1986)-  36 08 14.83706(N)    086 45 17.50109(W) AD(       ) 4
 GC2263  NAD 27      -  36 08 14.63300(N)    086 45 17.50500(W) AD(       ) 3
 GC2263
 GC2263.Superseded values are not recommended for survey control.
 GC2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2263.See file dsdata.txt to determine how the superseded data were derived.
 GC2263
 GC2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2205599222(NAD 83)
 GC2263_MARKER: 63 = STACK
 GC2263
 GC2263  HISTORY     - Date     Condition        Report By
 GC2263  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2263  HISTORY     - 1959     GOOD             CGS
 GC2263
 GC2263                          STATION DESCRIPTION
 GC2263
 GC2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2263'STATION IS THE CENTER OF THE TOP OF A ROUND YELLOW BRICK STACK, ABOUT
 GC2263'300 FEET HIGH, LOCATED AT THE PLANT OF THE FERRO CORPORATION, IN
 GC2263'THE SOUTHEAST SECTION OF NASHVILLE, ABOUT 300 FEET SOUTH OF CULVERT
 GC2263'STREET AND 250 FEET NORTH OF THE LOUISVILLE AND NASHVILLE
 GC2263'RAILROAD TRACKS. THE TOP 1/3 SECTION OF THE STACK IS PAINTED BLACK.
 GC2263
 GC2263                          STATION RECOVERY (1959)
 GC2263
 GC2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2263'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2264 ***********************************************************************
 GC2264  DESIGNATION -  NASHVILLE FIRST BAP CH SPIRE
 GC2264  PID         -  GC2264
 GC2264  STATE/COUNTY-  TN/DAVIDSON
 GC2264  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2264
 GC2264                         *CURRENT SURVEY CONTROL
 GC2264  ___________________________________________________________________
 GC2264* NAD 83(1995)-  36 09 33.30294(N)    086 46 50.67384(W)     ADJUSTED  
 GC2264* NAVD 88     -                                                        
 GC2264  ___________________________________________________________________
 GC2264  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2264  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2264
 GC2264  HORZ ORDER  -  THIRD
 GC2264
 GC2264.The horizontal coordinates were established by classical geodetic methods
 GC2264.and adjusted by the National Geodetic Survey in April 1999..
 GC2264
 GC2264
 GC2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2264
 GC2264.The geoid height was determined by GEOID03.
 GC2264
 GC2264;                    North         East     Units Scale Factor Converg.
 GC2264;SPC TN       -   202,865.456   529,750.400   MT  0.99996446   -0 27 25.5
 GC2264;SPC TN       -   665,567.75  1,738,022.77   sFT  0.99996446   -0 27 25.5
 GC2264;UTM  16      - 4,001,634.196   519,721.344   MT  0.99960479   +0 07 45.7
 GC2264
 GC2264                          SUPERSEDED SURVEY CONTROL
 GC2264
 GC2264  NAD 83(1995)-  36 09 33.30496(N)    086 46 50.67581(W) AD(       ) 4
 GC2264  NAD 83(1995)-  36 09 33.30702(N)    086 46 50.67583(W) AD(       ) 4
 GC2264  NAD 83(1986)-  36 09 33.31323(N)    086 46 50.67696(W) AD(       ) 4
 GC2264  NAD 27      -  36 09 33.10900(N)    086 46 50.68300(W) AD(       ) 3
 GC2264
 GC2264.Superseded values are not recommended for survey control.
 GC2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2264.See file dsdata.txt to determine how the superseded data were derived.
 GC2264
 GC2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1972101634(NAD 83)
 GC2264_MARKER: 90 = CHURCH SPIRE
 GC2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2264+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2264
 GC2264  HISTORY     - Date     Condition        Report By
 GC2264  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2264  HISTORY     - 1949     GOOD             AMS
 GC2264  HISTORY     - 1953     GOOD             CGS
 GC2264  HISTORY     - 20060404 GOOD             GEOCAC
 GC2264
 GC2264                          STATION DESCRIPTION
 GC2264
 GC2264'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2264'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2264
 GC2264                          STATION RECOVERY (1953)
 GC2264
 GC2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2264'STATION WAS RECOVERED IN GOOD CONDITION, AN ORIGINAL DESCRIPTION
 GC2264'FOLLOWS-
 GC2264'
 GC2264'STATION IS THE BASE OF A LIGHTNING ROD ATOP THE SPIRE OF THE FIRST
 GC2264'BAPTIST CHURCH. THE CHURCH IS LOCATED AT THE SOUTHEAST
 GC2264'CORNER OF THE INTERSECTION OF BROADWAY AND 7TH AVENUE SOUTH NEAR THE
 GC2264'CENTER OF NASHVILLE. IT IS A RED BRICK STRUCTURE WITH A TALL
 GC2264'COPPER COVERED SPIRE ATOP, THERE IS A LARGE METAL BALL NEAR THE TOP
 GC2264'OF THE SPIRE. THE HEIGHT OF THE STRUCTURE IS ABOUT 125 FEET.
 GC2264
 GC2264                          STATION RECOVERY (2006)
 GC2264
 GC2264'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2265 ***********************************************************************
 GC2265  DESIGNATION -  NASHVILLE FISK UNIV CUPOLA
 GC2265  PID         -  GC2265
 GC2265  STATE/COUNTY-  TN/DAVIDSON
 GC2265  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2265
 GC2265                         *CURRENT SURVEY CONTROL
 GC2265  ___________________________________________________________________
 GC2265* NAD 83(1995)-  36 10 08.14995(N)    086 48 17.42836(W)     ADJUSTED  
 GC2265* NAVD 88     -                                                        
 GC2265  ___________________________________________________________________
 GC2265  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GC2265  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2265
 GC2265  HORZ ORDER  -  THIRD
 GC2265
 GC2265.The horizontal coordinates were established by classical geodetic methods
 GC2265.and adjusted by the National Geodetic Survey in April 1999..
 GC2265
 GC2265
 GC2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2265
 GC2265.The geoid height was determined by GEOID03.
 GC2265
 GC2265;                    North         East     Units Scale Factor Converg.
 GC2265;SPC TN       -   203,957.029   527,590.950   MT  0.99996543   -0 28 16.3
 GC2265;SPC TN       -   669,149.02  1,730,937.98   sFT  0.99996543   -0 28 16.3
 GC2265;UTM  16      - 4,002,703.225   517,551.618   MT  0.99960380   +0 06 54.6
 GC2265
 GC2265                          SUPERSEDED SURVEY CONTROL
 GC2265
 GC2265  NAD 83(1995)-  36 10 08.15198(N)    086 48 17.43027(W) AD(       ) 4
 GC2265  NAD 83(1995)-  36 10 08.15399(N)    086 48 17.43055(W) AD(       ) 4
 GC2265  NAD 83(1986)-  36 10 08.16023(N)    086 48 17.43146(W) AD(       ) 4
 GC2265  NAD 27      -  36 10 07.95600(N)    086 48 17.43200(W) AD(       ) 3
 GC2265
 GC2265.Superseded values are not recommended for survey control.
 GC2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2265.See file dsdata.txt to determine how the superseded data were derived.
 GC2265
 GC2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1755202703(NAD 83)
 GC2265_MARKER: 86 = CUPOLA
 GC2265
 GC2265  HISTORY     - Date     Condition        Report By
 GC2265  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2265
 GC2265                          STATION DESCRIPTION
 GC2265
 GC2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2265'THE STATION IS LOCATED ON THE TOP OF THE JUBILLE HALL AT THE FISK
 GC2265'UNIVERSITY WHICH IS LOCATED ABOUT 1-1/4 MILES WEST OF THE CENTER OF
 GC2265'NASHVILLE.  THE POINT OF INTERSECTION WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2266 ***********************************************************************
 GC2266  DESIGNATION -  NASHVILLE FISK UNIV MEM CHAPEL
 GC2266  PID         -  GC2266
 GC2266  STATE/COUNTY-  TN/DAVIDSON
 GC2266  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2266
 GC2266                         *CURRENT SURVEY CONTROL
 GC2266  ___________________________________________________________________
 GC2266* NAD 83(1995)-  36 10 03.79234(N)    086 48 13.84466(W)     ADJUSTED  
 GC2266* NAVD 88     -                                                        
 GC2266  ___________________________________________________________________
 GC2266  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2266  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2266
 GC2266  HORZ ORDER  -  THIRD
 GC2266
 GC2266.The horizontal coordinates were established by classical geodetic methods
 GC2266.and adjusted by the National Geodetic Survey in April 1999..
 GC2266
 GC2266
 GC2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2266
 GC2266.The geoid height was determined by GEOID03.
 GC2266
 GC2266;                    North         East     Units Scale Factor Converg.
 GC2266;SPC TN       -   203,821.988   527,679.405   MT  0.99996531   -0 28 14.2
 GC2266;SPC TN       -   668,705.97  1,731,228.18   sFT  0.99996531   -0 28 14.2
 GC2266;UTM  16      - 4,002,569.146   517,641.418   MT  0.99960383   +0 06 56.7
 GC2266
 GC2266                          SUPERSEDED SURVEY CONTROL
 GC2266
 GC2266  NAD 83(1995)-  36 10 03.79437(N)    086 48 13.84659(W) AD(       ) 4
 GC2266  NAD 83(1995)-  36 10 03.79638(N)    086 48 13.84683(W) AD(       ) 4
 GC2266  NAD 83(1986)-  36 10 03.80260(N)    086 48 13.84773(W) AD(       ) 4
 GC2266  NAD 27      -  36 10 03.59800(N)    086 48 13.84700(W) AD(       ) 3
 GC2266
 GC2266.Superseded values are not recommended for survey control.
 GC2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2266.See file dsdata.txt to determine how the superseded data were derived.
 GC2266
 GC2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1764102569(NAD 83)
 GC2266_MARKER: 91 = CHURCH CROSS
 GC2266
 GC2266  HISTORY     - Date     Condition        Report By
 GC2266  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2266
 GC2266                          STATION DESCRIPTION
 GC2266
 GC2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2266'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF DOWNTOWN NASHVILLE ON
 GC2266'TOP OF THE MEMORIAL CHAPEL BUILDING AT THE INTERSECTION OF
 GC2266'PHILLIPS STREET AND 17 AVE N.  THE ROOF ON THE BUILDING IS RED AND
 GC2266'THE OVERALL HEIGHT OF THE CROSS IS ABOUT 110 FEET.  THE CENTER OF
 GC2266'THE CROSS WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2289 ***********************************************************************
 GC2289  DESIGNATION -  NASHVILLE HERBERT RAD TWR 1959
 GC2289  PID         -  GC2289
 GC2289  STATE/COUNTY-  TN/DAVIDSON
 GC2289  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2289
 GC2289                         *CURRENT SURVEY CONTROL
 GC2289  ___________________________________________________________________
 GC2289* NAD 83(1995)-  36 09 17.68732(N)    086 49 28.17696(W)     ADJUSTED  
 GC2289* NAVD 88     -                                                        
 GC2289  ___________________________________________________________________
 GC2289  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2289  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2289
 GC2289  HORZ ORDER  -  THIRD
 GC2289
 GC2289.The horizontal coordinates were established by classical geodetic methods
 GC2289.and adjusted by the National Geodetic Survey in April 1999..
 GC2289
 GC2289
 GC2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2289
 GC2289.The geoid height was determined by GEOID03.
 GC2289
 GC2289;                    North         East     Units Scale Factor Converg.
 GC2289;SPC TN       -   202,416.458   525,809.825   MT  0.99996403   -0 28 57.7
 GC2289;SPC TN       -   664,094.66  1,725,094.40   sFT  0.99996403   -0 28 57.7
 GC2289;UTM  16      - 4,001,145.073   515,786.988   MT  0.99960307   +0 06 12.8
 GC2289
 GC2289                          SUPERSEDED SURVEY CONTROL
 GC2289
 GC2289  NAD 83(1995)-  36 09 17.68938(N)    086 49 28.17886(W) AD(       ) 4
 GC2289  NAD 83(1995)-  36 09 17.69128(N)    086 49 28.17917(W) AD(       ) 4
 GC2289  NAD 83(1986)-  36 09 17.69755(N)    086 49 28.18009(W) AD(       ) 4
 GC2289  NAD 27      -  36 09 17.49100(N)    086 49 28.17800(W) AD(       ) 3
 GC2289
 GC2289.Superseded values are not recommended for survey control.
 GC2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2289.See file dsdata.txt to determine how the superseded data were derived.
 GC2289
 GC2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1578701145(NAD 83)
 GC2289_MARKER: 43 = RADIO/TV TOWER
 GC2289
 GC2289  HISTORY     - Date     Condition        Report By
 GC2289  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2289
 GC2289                          STATION DESCRIPTION
 GC2289
 GC2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2289'STATION IS THE CENTER OF THE BASE OF THE T. L. HERBERT RADIO
 GC2289'TRANSMISSION TOWER. IT IS LOCATED ON THE SUMMIT OF A PROMINENT
 GC2289'KNOLL ABOUT 2-1/2 MILES WEST OF THE CENTER OF NASHVILLE, ABOUT 0.15
 GC2289'MILE NORTH OF CHARLOTTE ROAD AND JUST WEST OF 33RD. STREET WHERE
 GC2289'IT COMES TO A DEAD END.
 GC2289'
 GC2289'IT IS A 4-LEGGED STEEL STUCTURE PAINTED ALTERNATELY RED AND WHITE AND
 GC2289'HAS AN OVER-ALL HEIGHT OF 145.0 FEET. A TRAVERSE CONNECTION WAS
 GC2289'MADE TO TRAVERSE STATION HERBERT, DISTANCE BEING 16.09 FEET, 4.906
 GC2289'METERS EAST-SOUTHEAST OF HERBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2267 ***********************************************************************
 GC2267  DESIGNATION -  NASHVILLE L AND N RR STA BALL
 GC2267  PID         -  GC2267
 GC2267  STATE/COUNTY-  TN/DAVIDSON
 GC2267  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2267
 GC2267                         *CURRENT SURVEY CONTROL
 GC2267  ___________________________________________________________________
 GC2267* NAD 83(1995)-  36 09 26.56271(N)    086 47 05.68477(W)     ADJUSTED  
 GC2267* NAVD 88     -                                                        
 GC2267  ___________________________________________________________________
 GC2267  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2267  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2267
 GC2267  HORZ ORDER  -  THIRD
 GC2267
 GC2267.The horizontal coordinates were established by classical geodetic methods
 GC2267.and adjusted by the National Geodetic Survey in April 1999..
 GC2267
 GC2267
 GC2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2267
 GC2267.The geoid height was determined by GEOID03.
 GC2267
 GC2267;                    North         East     Units Scale Factor Converg.
 GC2267;SPC TN       -   202,660.718   529,373.561   MT  0.99996427   -0 27 34.3
 GC2267;SPC TN       -   664,896.04  1,736,786.42   sFT  0.99996427   -0 27 34.3
 GC2267;UTM  16      - 4,001,425.688   519,346.755   MT  0.99960461   +0 07 36.9
 GC2267
 GC2267                          SUPERSEDED SURVEY CONTROL
 GC2267
 GC2267  NAD 83(1995)-  36 09 26.56473(N)    086 47 05.68675(W) AD(       ) 4
 GC2267  NAD 83(1995)-  36 09 26.56677(N)    086 47 05.68679(W) AD(       ) 4
 GC2267  NAD 83(1986)-  36 09 26.57297(N)    086 47 05.68790(W) AD(       ) 4
 GC2267  NAD 27      -  36 09 26.36700(N)    086 47 05.69200(W) AD(       ) 3
 GC2267
 GC2267.Superseded values are not recommended for survey control.
 GC2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2267.See file dsdata.txt to determine how the superseded data were derived.
 GC2267
 GC2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1934701426(NAD 83)
 GC2267_MARKER: 55 = TOWER
 GC2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2267+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2267
 GC2267  HISTORY     - Date     Condition        Report By
 GC2267  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2267  HISTORY     - 1949     GOOD             AMS
 GC2267  HISTORY     - 1953     GOOD             CGS
 GC2267  HISTORY     - 20060404 GOOD             GEOCAC
 GC2267
 GC2267                          STATION DESCRIPTION
 GC2267
 GC2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2267'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE UNION DEPOT
 GC2267'TOWER, LOCATED AT THE SOUTHWEST CORNER OF 10TH AVENUE AND
 GC2267'BROADWAY IN NASHVILLE. THE TOWER IS A LIMESTONE STRUCTURE, ABOUT 25
 GC2267'FEET SQUARE, WHICH RISES ABOUT 75 FEET ABOVE THE MAIN DEPOT
 GC2267'BUILDING. IT HAS A SMALL ROUND WINDOW ON EACH OF THE FOUR SIDES OF
 GC2267'THE TOWER ABOUT 25 FEET BELOW THE TOP.
 GC2267
 GC2267                          STATION RECOVERY (1949)
 GC2267
 GC2267'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2267'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2267
 GC2267                          STATION RECOVERY (1953)
 GC2267
 GC2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2267'STATION WAS RECOVERED WITH THE FOLLOWING CHANGES. IT IS NOW THE UNION
 GC2267'DEPOT, THE STATUE (WINGED MERCURY) WAS BLOWN DOWN ABOUT 2 YEARS AGO,
 GC2267'BUT THE METAL BALL WHICH SUPPORTED THE STATUE IS STILL INTACT. IT IS
 GC2267'NOW CALLED UNION DEPOT, TOWER.
 GC2267
 GC2267                          STATION RECOVERY (2006)
 GC2267
 GC2267'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2238 ***********************************************************************
 GC2238  DESIGNATION -  NASHVILLE MAIN PUMPING STA STK
 GC2238  PID         -  GC2238
 GC2238  STATE/COUNTY-  TN/DAVIDSON
 GC2238  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2238
 GC2238                         *CURRENT SURVEY CONTROL
 GC2238  ___________________________________________________________________
 GC2238* NAD 83(1995)-  36 09 44.24266(N)    086 43 29.71422(W)     ADJUSTED  
 GC2238* NAVD 88     -                                                        
 GC2238  ___________________________________________________________________
 GC2238  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GC2238  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2238
 GC2238  HORZ ORDER  -  THIRD
 GC2238
 GC2238.The horizontal coordinates were established by classical geodetic methods
 GC2238.and adjusted by the National Geodetic Survey in April 1999..
 GC2238
 GC2238
 GC2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2238
 GC2238.The geoid height was determined by GEOID03.
 GC2238
 GC2238;                    North         East     Units Scale Factor Converg.
 GC2238;SPC TN       -   203,163.990   534,775.560   MT  0.99996476   -0 25 27.8
 GC2238;SPC TN       -   666,547.19  1,754,509.48   sFT  0.99996476   -0 25 27.8
 GC2238;UTM  16      - 4,001,984.035   524,741.384   MT  0.99960754   +0 09 44.3
 GC2238
 GC2238                          SUPERSEDED SURVEY CONTROL
 GC2238
 GC2238  NAD 83(1995)-  36 09 44.24467(N)    086 43 29.71655(W) AD(       ) 4
 GC2238  NAD 83(1995)-  36 09 44.24702(N)    086 43 29.71600(W) AD(       ) 4
 GC2238  NAD 83(1986)-  36 09 44.25291(N)    086 43 29.71721(W) AD(       ) 4
 GC2238  NAD 27      -  36 09 44.05000(N)    086 43 29.72400(W) AD(       ) 3
 GC2238
 GC2238.Superseded values are not recommended for survey control.
 GC2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2238.See file dsdata.txt to determine how the superseded data were derived.
 GC2238
 GC2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2474101984(NAD 83)
 GC2238_MARKER: 63 = STACK
 GC2238
 GC2238  HISTORY     - Date     Condition        Report By
 GC2238  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2238
 GC2238                          STATION DESCRIPTION
 GC2238
 GC2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2238'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK, LOCATED
 GC2238'ABOUT 4 MILES EAST OF THE CENTER OF NASHVILLE ON THE GROUNDS OF THE
 GC2238'GEORGE REYER PUMPING STATION WHICH IS THE MAIN WATER PUMPING STATION
 GC2238'FOR THE MUNICIPAL WATER WORKS.  IT IS ON THE SOUTH BANK OF THE
 GC2238'CUMBERLAND RIVER ALONG PUMPING STATION ROAD AND ABOUT 0.1 MILE WEST
 GC2238'OF THE L AND N RAILROAD TRACKS.  THE STACK IS ABOUT 140 FEET
 GC2238'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2268 ***********************************************************************
 GC2268  DESIGNATION -  NASHVILLE NHA CHEATAM PL STK
 GC2268  PID         -  GC2268
 GC2268  STATE/COUNTY-  TN/DAVIDSON
 GC2268  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2268
 GC2268                         *CURRENT SURVEY CONTROL
 GC2268  ___________________________________________________________________
 GC2268* NAD 83(1995)-  36 10 39.66463(N)    086 47 41.60697(W)     ADJUSTED  
 GC2268* NAVD 88     -                                                        
 GC2268  ___________________________________________________________________
 GC2268  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC2268  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC2268
 GC2268  HORZ ORDER  -  THIRD
 GC2268
 GC2268.The horizontal coordinates were established by classical geodetic methods
 GC2268.and adjusted by the National Geodetic Survey in April 1999..
 GC2268
 GC2268
 GC2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2268
 GC2268.The geoid height was determined by GEOID03.
 GC2268
 GC2268;                    North         East     Units Scale Factor Converg.
 GC2268;SPC TN       -   204,921.019   528,494.025   MT  0.99996633   -0 27 55.3
 GC2268;SPC TN       -   672,311.71  1,733,900.81   sFT  0.99996633   -0 27 55.3
 GC2268;UTM  16      - 4,003,676.055   518,444.457   MT  0.99960419   +0 07 15.9
 GC2268
 GC2268                          SUPERSEDED SURVEY CONTROL
 GC2268
 GC2268  NAD 83(1995)-  36 10 39.66663(N)    086 47 41.60889(W) AD(       ) 4
 GC2268  NAD 83(1995)-  36 10 39.66874(N)    086 47 41.60917(W) AD(       ) 4
 GC2268  NAD 83(1986)-  36 10 39.67491(N)    086 47 41.61009(W) AD(       ) 4
 GC2268  NAD 27      -  36 10 39.47100(N)    086 47 41.61300(W) AD(       ) 3
 GC2268
 GC2268.Superseded values are not recommended for survey control.
 GC2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2268.See file dsdata.txt to determine how the superseded data were derived.
 GC2268
 GC2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1844403676(NAD 83)
 GC2268_MARKER: 63 = STACK
 GC2268
 GC2268  HISTORY     - Date     Condition        Report By
 GC2268  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2268
 GC2268                          STATION DESCRIPTION
 GC2268
 GC2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2268'THE STATION IS LOCATED ABOUT 1-1/4 MILES NW OF THE DOWNTOWN SECTION
 GC2268'OF NASHVILLE AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 GC2268'8TH AVE. NORTH AND CHEATAM PLACE.  IT IS A ROUND RED BRICK STACK AND
 GC2268'IS 130 FEET IN HEIGHT.  THE POINT OF INTERSECTION WAS THE TOP AND
 GC2268'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2269 ***********************************************************************
 GC2269  DESIGNATION -  NASHVILLE OLD PO BLDG CLOCKTWR
 GC2269  PID         -  GC2269
 GC2269  STATE/COUNTY-  TN/DAVIDSON
 GC2269  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2269
 GC2269                         *CURRENT SURVEY CONTROL
 GC2269  ___________________________________________________________________
 GC2269* NAD 83(1995)-  36 09 32.17628(N)    086 46 53.12143(W)     ADJUSTED  
 GC2269* NAVD 88     -                                                        
 GC2269  ___________________________________________________________________
 GC2269  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GC2269  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2269
 GC2269  HORZ ORDER  -  THIRD
 GC2269
 GC2269.The horizontal coordinates were established by classical geodetic methods
 GC2269.and adjusted by the National Geodetic Survey in April 1999..
 GC2269
 GC2269
 GC2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2269
 GC2269.The geoid height was determined by GEOID03.
 GC2269
 GC2269;                    North         East     Units Scale Factor Converg.
 GC2269;SPC TN       -   202,831.220   529,688.950   MT  0.99996443   -0 27 26.9
 GC2269;SPC TN       -   665,455.43  1,737,821.16   sFT  0.99996443   -0 27 26.9
 GC2269;UTM  16      - 4,001,599.345   519,660.269   MT  0.99960476   +0 07 44.3
 GC2269
 GC2269                          SUPERSEDED SURVEY CONTROL
 GC2269
 GC2269  NAD 83(1995)-  36 09 32.17831(N)    086 46 53.12340(W) AD(       ) 4
 GC2269  NAD 83(1995)-  36 09 32.18037(N)    086 46 53.12343(W) AD(       ) 4
 GC2269  NAD 83(1986)-  36 09 32.18653(N)    086 46 53.12454(W) AD(       ) 4
 GC2269  NAD 27      -  36 09 31.98300(N)    086 46 53.13000(W) AD(       ) 3
 GC2269
 GC2269.Superseded values are not recommended for survey control.
 GC2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2269.See file dsdata.txt to determine how the superseded data were derived.
 GC2269
 GC2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1966001599(NAD 83)
 GC2269_MARKER: 55 = TOWER
 GC2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2269+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2269
 GC2269  HISTORY     - Date     Condition        Report By
 GC2269  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2269  HISTORY     - 1949     GOOD             AMS
 GC2269  HISTORY     - 1953     GOOD             CGS
 GC2269  HISTORY     - 20060404 GOOD             GEOCAC
 GC2269
 GC2269                          STATION DESCRIPTION
 GC2269
 GC2269'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2269'NO PREVIOUS DESCRIPTION
 GC2269'
 GC2269'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2269
 GC2269                          STATION RECOVERY (1953)
 GC2269
 GC2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2269'STATION WAS RECOVERED IN GOOD CONDITION, AN ORIGINAL DESCRIPTION
 GC2269'FOLLOWS-
 GC2269'
 GC2269'STATION IS THE FINIAL OF THE CLOCK TOWER ATOP THE OLD POST OFFICE
 GC2269'BUILDING WHICH IS LOCATED ON THE SOUTH SIDE OF BROADWAY
 GC2269'BETWEEN 7TH. AND 8TH. AVENUES SOUTH, NEAR THE CENTER OF NASHVILLE. IT
 GC2269'IS A LIMESTONE STRUCTURE WITH A SQUARE LIMESTONE CLOCK TOWER ATOP,
 GC2269'THE TOWER EXTENDS ABOUT 75 FEET ABOVE THE MAIN BUILDING THEN SLOPES
 GC2269'RATHER SHARPLY TO AN APEX AT ABOUT A 45 DEGREE ANGLE. THERE IS AN
 GC2269'ORNATE STRUCTURE AT THE TOP OF THE TOWER.
 GC2269'
 GC2269'THE NAME OF THE STATION WAS CHANGED TO NASHVILLE, OLD POST OFFICE
 GC2269'BLDG. CLOCK TOWER.
 GC2269
 GC2269                          STATION RECOVERY (2006)
 GC2269
 GC2269'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2239 ***********************************************************************
 GC2239  DESIGNATION -  NASHVILLE RAD WSIX AM MID MAST
 GC2239  PID         -  GC2239
 GC2239  STATE/COUNTY-  TN/DAVIDSON
 GC2239  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2239
 GC2239                         *CURRENT SURVEY CONTROL
 GC2239  ___________________________________________________________________
 GC2239* NAD 83(1995)-  36 12 56.23380(N)    086 41 44.73136(W)     ADJUSTED  
 GC2239* NAVD 88     -                                                        
 GC2239  ___________________________________________________________________
 GC2239  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GC2239  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2239
 GC2239  HORZ ORDER  -  THIRD
 GC2239
 GC2239.The horizontal coordinates were established by classical geodetic methods
 GC2239.and adjusted by the National Geodetic Survey in April 1999..
 GC2239
 GC2239
 GC2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2239
 GC2239.The geoid height was determined by GEOID03.
 GC2239
 GC2239;                    North         East     Units Scale Factor Converg.
 GC2239;SPC TN       -   209,062.332   537,441.414   MT  0.99997051   -0 24 26.4
 GC2239;SPC TN       -   685,898.67  1,763,255.71   sFT  0.99997051   -0 24 26.4
 GC2239;UTM  16      - 4,007,907.246   527,345.745   MT  0.99960921   +0 10 47.1
 GC2239
 GC2239                          SUPERSEDED SURVEY CONTROL
 GC2239
 GC2239  NAD 83(1995)-  36 12 56.23560(N)    086 41 44.73374(W) AD(       ) 4
 GC2239  NAD 83(1995)-  36 12 56.23853(N)    086 41 44.73351(W) AD(       ) 4
 GC2239  NAD 83(1986)-  36 12 56.24437(N)    086 41 44.73471(W) AD(       ) 4
 GC2239  NAD 27      -  36 12 56.04300(N)    086 41 44.73900(W) AD(       ) 3
 GC2239
 GC2239.Superseded values are not recommended for survey control.
 GC2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2239.See file dsdata.txt to determine how the superseded data were derived.
 GC2239
 GC2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2734607907(NAD 83)
 GC2239_MARKER: 42 = RADIO/TV MAST
 GC2239
 GC2239  HISTORY     - Date     Condition        Report By
 GC2239  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2239
 GC2239                          STATION DESCRIPTION
 GC2239
 GC2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2239'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2239'SUPPORTING GUYED ANTENNA AND IS THE MIDDLE MAST OF THREE, LOCATED
 GC2239'ABOUT 7 MILES NORTHEAST OF THE CENTER OF NASHVILLE AT 2626 MC GAVOCK
 GC2239'PIKE. THE MAST IS PAINTED IN ALTERNATE RED AND WHITE
 GC2239'SECTIONS, IS 265 FEET IN HEIGHT AND IS 5 FEET ABOVE SEA LEVEL HIGHER
 GC2239'THAN THE NORTH AND SOUTH MASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1491 ***********************************************************************
 FD1491  DESIGNATION -  NASHVILLE RADIO STA WSM MAST
 FD1491  PID         -  FD1491
 FD1491  STATE/COUNTY-  TN/WILLIAMSON
 FD1491  USGS QUAD   -  FRANKLIN (1981)
 FD1491
 FD1491                         *CURRENT SURVEY CONTROL
 FD1491  ___________________________________________________________________
 FD1491* NAD 83(1995)-  35 59 53.37153(N)    086 47 27.03242(W)     ADJUSTED  
 FD1491* NAVD 88     -                                                        
 FD1491  ___________________________________________________________________
 FD1491  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FD1491  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FD1491
 FD1491  HORZ ORDER  -  THIRD
 FD1491
 FD1491.The horizontal coordinates were established by classical geodetic methods
 FD1491.and adjusted by the National Geodetic Survey in April 1999..
 FD1491
 FD1491
 FD1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1491
 FD1491.The geoid height was determined by GEOID03.
 FD1491
 FD1491;                    North         East     Units Scale Factor Converg.
 FD1491;SPC TN       -   184,999.241   528,697.245   MT  0.99995249   -0 27 46.8
 FD1491;SPC TN       -   606,951.68  1,734,567.54   sFT  0.99995249   -0 27 46.8
 FD1491;UTM  16      - 3,983,764.457   518,851.334   MT  0.99960438   +0 07 22.6
 FD1491
 FD1491                          SUPERSEDED SURVEY CONTROL
 FD1491
 FD1491  NAD 83(1995)-  35 59 53.37470(N)    086 47 27.03349(W) AD(       ) 4
 FD1491  NAD 83(1986)-  35 59 53.38221(N)    086 47 27.03516(W) AD(       ) 4
 FD1491  NAD 27      -  35 59 53.15400(N)    086 47 27.03400(W) AD(       ) 3
 FD1491
 FD1491.Superseded values are not recommended for survey control.
 FD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1491.See file dsdata.txt to determine how the superseded data were derived.
 FD1491
 FD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1885183764(NAD 83)
 FD1491_MARKER: 42 = RADIO/TV MAST
 FD1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1491+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 FD1491
 FD1491  HISTORY     - Date     Condition        Report By
 FD1491  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1491  HISTORY     - 1953     GOOD             CGS
 FD1491  HISTORY     - 1958     GOOD             CGS
 FD1491  HISTORY     - 1960     GOOD             CGS
 FD1491  HISTORY     - 20060326 GOOD             GEOCAC
 FD1491
 FD1491                          STATION DESCRIPTION
 FD1491
 FD1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1491'STATION WAS RECOVERED IN GOOD CONDITION.  AN ORIGINAL DESCRIPTION
 FD1491'FOLLOWS-
 FD1491'
 FD1491'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF THE WSN
 FD1491'MAST LOCATED ABOUT 8
 FD1491'MILES SOUTH OF THE CENTER OF NASHVILLE AND 6 MILES
 FD1491'NORTH OF FRANKLIN AND ABOUT 0.75
 FD1491'MILE EAST OF U S HIGHWAY 31.  IT IS
 FD1491'A SQUARE SUPPORTING MAST, SMALL AT THE BOTTOM AND
 FD1491'TOP AND LARGE IN
 FD1491'THE MIDDLE.  IT IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND
 FD1491'IS 808 FEET HIGH.
 FD1491
 FD1491                          STATION RECOVERY (1958)
 FD1491
 FD1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 FD1491'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 FD1491'GOOD CONDITION.
 FD1491
 FD1491                          STATION RECOVERY (1960)
 FD1491
 FD1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1491'THE STATION WAS RECOVERED AS DESCRIBED AND THE ORIGINAL DESCRIPTION
 FD1491'IS ADEQUATE.
 FD1491
 FD1491                          STATION RECOVERY (2006)
 FD1491
 FD1491'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 FD1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2272 ***********************************************************************
 GC2272  DESIGNATION -  NASHVILLE RADIO STA WKDA MAST
 GC2272  PID         -  GC2272
 GC2272  STATE/COUNTY-  TN/DAVIDSON
 GC2272  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2272
 GC2272                         *CURRENT SURVEY CONTROL
 GC2272  ___________________________________________________________________
 GC2272* NAD 83(1995)-  36 09 23.85807(N)    086 46 15.86010(W)     ADJUSTED  
 GC2272* NAVD 88     -                                                        
 GC2272  ___________________________________________________________________
 GC2272  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GC2272  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2272
 GC2272  HORZ ORDER  -  THIRD
 GC2272
 GC2272.The horizontal coordinates were established by classical geodetic methods
 GC2272.and adjusted by the National Geodetic Survey in April 1999..
 GC2272
 GC2272
 GC2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2272
 GC2272.The geoid height was determined by GEOID03.
 GC2272
 GC2272;                    North         East     Units Scale Factor Converg.
 GC2272;SPC TN       -   202,567.460   530,618.219   MT  0.99996420   -0 27 05.1
 GC2272;SPC TN       -   664,590.08  1,740,869.94   sFT  0.99996420   -0 27 05.1
 GC2272;UTM  16      - 4,001,345.202   520,591.854   MT  0.99960522   +0 08 06.2
 GC2272
 GC2272                          SUPERSEDED SURVEY CONTROL
 GC2272
 GC2272  NAD 83(1995)-  36 09 23.86011(N)    086 46 15.86213(W) AD(       ) 4
 GC2272  NAD 83(1995)-  36 09 23.86218(N)    086 46 15.86209(W) AD(       ) 4
 GC2272  NAD 83(1986)-  36 09 23.86829(N)    086 46 15.86318(W) AD(       ) 4
 GC2272  NAD 27      -  36 09 23.66300(N)    086 46 15.86800(W) AD(       ) 3
 GC2272
 GC2272.Superseded values are not recommended for survey control.
 GC2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2272.See file dsdata.txt to determine how the superseded data were derived.
 GC2272
 GC2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2059201345(NAD 83)
 GC2272_MARKER: 42 = RADIO/TV MAST
 GC2272
 GC2272  HISTORY     - Date     Condition        Report By
 GC2272  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2272  HISTORY     - 1959     GOOD             CGS
 GC2272
 GC2272                          STATION DESCRIPTION
 GC2272
 GC2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2272'STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE WKDA MAST OWNED
 GC2272'AND OPERATED BY THE CAPITOL BROADCASTING COMPANY, LOCATED AT THE
 GC2272'SOUTHEAST CORNER OF 2D AVENUE SOUTH AND PEABODY AVENUE NEAR THE
 GC2272'CENTER OF NASHVILLE. IT IS A SELF SUPPORTING GUYED MAST, 344
 GC2272'FEET HIGH AND IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
 GC2272
 GC2272                          STATION RECOVERY (1959)
 GC2272
 GC2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2272'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2273 ***********************************************************************
 GC2273  DESIGNATION -  NASHVILLE RADIO STA WNAH MAST
 GC2273  PID         -  GC2273
 GC2273  STATE/COUNTY-  TN/DAVIDSON
 GC2273  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2273
 GC2273                         *CURRENT SURVEY CONTROL
 GC2273  ___________________________________________________________________
 GC2273* NAD 83(1995)-  36 11 31.64940(N)    086 46 28.82980(W)     ADJUSTED  
 GC2273* NAVD 88     -                                                        
 GC2273  ___________________________________________________________________
 GC2273  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GC2273  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2273
 GC2273  HORZ ORDER  -  THIRD
 GC2273
 GC2273.The horizontal coordinates were established by classical geodetic methods
 GC2273.and adjusted by the National Geodetic Survey in April 1999..
 GC2273
 GC2273
 GC2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2273
 GC2273.The geoid height was determined by GEOID03.
 GC2273
 GC2273;                    North         East     Units Scale Factor Converg.
 GC2273;SPC TN       -   206,508.655   530,325.229   MT  0.99996787   -0 27 12.7
 GC2273;SPC TN       -   677,520.48  1,739,908.69   sFT  0.99996787   -0 27 12.7
 GC2273;UTM  16      - 4,005,281.770   520,258.655   MT  0.99960506   +0 07 59.0
 GC2273
 GC2273                          SUPERSEDED SURVEY CONTROL
 GC2273
 GC2273  NAD 83(1995)-  36 11 31.65131(N)    086 46 28.83177(W) AD(       ) 4
 GC2273  NAD 83(1995)-  36 11 31.65364(N)    086 46 28.83199(W) AD(       ) 4
 GC2273  NAD 83(1986)-  36 11 31.65964(N)    086 46 28.83292(W) AD(       ) 4
 GC2273  NAD 27      -  36 11 31.45900(N)    086 46 28.83900(W) AD(       ) 3
 GC2273
 GC2273.Superseded values are not recommended for survey control.
 GC2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2273.See file dsdata.txt to determine how the superseded data were derived.
 GC2273
 GC2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2025905282(NAD 83)
 GC2273_MARKER: 42 = RADIO/TV MAST
 GC2273
 GC2273  HISTORY     - Date     Condition        Report By
 GC2273  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2273
 GC2273                          STATION DESCRIPTION
 GC2273
 GC2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2273'THE STATION IS LOCATED IN THE NORTHERN SECTION OF NASHVILLE ABOUT 2
 GC2273'MILES NORTH OF THE BUSINESS SECTION OF NASHVILLE AND 0.2 MILE
 GC2273'NORTH-NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAYS 431, 41, AND
 GC2273'31W.  IT IS A 3 LEGGED STEEL STRUCTURE PAINTED RED AND WHITE
 GC2273'IN COLOR IN ALTERNATING SECTIONS WITH A RED LIGHT MOUNTED ON THE TOP.
 GC2273'THE OVERALL HEIGHT IS 206 FEET.  THE POINT OF INTERSECTION WAS THE
 GC2273'CENTER OF THE LIGHT MOUNTED ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2274 ***********************************************************************
 GC2274  DESIGNATION -  NASHVILLE RADIO STA WSOK MAST
 GC2274  PID         -  GC2274
 GC2274  STATE/COUNTY-  TN/DAVIDSON
 GC2274  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2274
 GC2274                         *CURRENT SURVEY CONTROL
 GC2274  ___________________________________________________________________
 GC2274* NAD 83(1995)-  36 09 36.14192(N)    086 45 52.85765(W)     ADJUSTED  
 GC2274* NAVD 88     -                                                        
 GC2274  ___________________________________________________________________
 GC2274  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC2274  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2274
 GC2274  HORZ ORDER  -  THIRD
 GC2274
 GC2274.The horizontal coordinates were established by classical geodetic methods
 GC2274.and adjusted by the National Geodetic Survey in April 1999..
 GC2274
 GC2274
 GC2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2274
 GC2274.The geoid height was determined by GEOID03.
 GC2274
 GC2274;                    North         East     Units Scale Factor Converg.
 GC2274;SPC TN       -   202,941.546   531,196.104   MT  0.99996454   -0 26 51.6
 GC2274;SPC TN       -   665,817.39  1,742,765.88   sFT  0.99996454   -0 26 51.6
 GC2274;UTM  16      - 4,001,725.048   521,165.674   MT  0.99960552   +0 08 19.9
 GC2274
 GC2274                          SUPERSEDED SURVEY CONTROL
 GC2274
 GC2274  NAD 83(1995)-  36 09 36.14394(N)    086 45 52.85964(W) AD(       ) 4
 GC2274  NAD 83(1995)-  36 09 36.14609(N)    086 45 52.85961(W) AD(       ) 4
 GC2274  NAD 83(1986)-  36 09 36.15220(N)    086 45 52.86084(W) AD(       ) 4
 GC2274  NAD 27      -  36 09 35.95000(N)    086 45 52.87000(W) AD(       ) 3
 GC2274
 GC2274.Superseded values are not recommended for survey control.
 GC2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2274.See file dsdata.txt to determine how the superseded data were derived.
 GC2274
 GC2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2116601725(NAD 83)
 GC2274_MARKER: 42 = RADIO/TV MAST
 GC2274
 GC2274  HISTORY     - Date     Condition        Report By
 GC2274  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2274
 GC2274                          STATION DESCRIPTION
 GC2274
 GC2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2274'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2274'SUPPORTING GUYED ANTENNEA LOCATED ABOUT 1 MILE EAST OF THE CENTER OF
 GC2274'NASHVILLE AT THE SOUTH END OF THE INTERSECTION OF SECOND STREET AND
 GC2274'DAVIDSON STREET. THE MAST IS PAINTED IN ALTERNATE RED AND
 GC2274'WHITE SECTIONS AND IS 194 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2344 ***********************************************************************
 GC2344  DESIGNATION -  NASHVILLE RADIO STA WLAC MAST
 GC2344  PID         -  GC2344
 GC2344  STATE/COUNTY-  TN/DAVIDSON
 GC2344  USGS QUAD   -  WHITES CREEK (1994)
 GC2344
 GC2344                         *CURRENT SURVEY CONTROL
 GC2344  ___________________________________________________________________
 GC2344* NAD 83(1995)-  36 16 16.59002(N)    086 45 28.25375(W)     ADJUSTED  
 GC2344* NAVD 88     -                                                        
 GC2344  ___________________________________________________________________
 GC2344  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GC2344  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2344
 GC2344  HORZ ORDER  -  THIRD
 GC2344
 GC2344.The horizontal coordinates were established by classical geodetic methods
 GC2344.and adjusted by the National Geodetic Survey in April 1999..
 GC2344
 GC2344
 GC2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2344
 GC2344.The geoid height was determined by GEOID03.
 GC2344
 GC2344;                    North         East     Units Scale Factor Converg.
 GC2344;SPC TN       -   215,279.065   531,906.608   MT  0.99997744   -0 26 37.2
 GC2344;SPC TN       -   706,294.73  1,745,096.93   sFT  0.99997744   -0 26 37.2
 GC2344;UTM  16      - 4,014,064.690   521,749.590   MT  0.99960583   +0 08 35.7
 GC2344
 GC2344                          SUPERSEDED SURVEY CONTROL
 GC2344
 GC2344  NAD 83(1995)-  36 16 16.59168(N)    086 45 28.25555(W) AD(       ) 4
 GC2344  NAD 83(1995)-  36 16 16.59469(N)    086 45 28.25620(W) AD(       ) 4
 GC2344  NAD 83(1986)-  36 16 16.60022(N)    086 45 28.25676(W) AD(       ) 4
 GC2344  NAD 27      -  36 16 16.40800(N)    086 45 28.26600(W) AD(       ) 3
 GC2344
 GC2344.Superseded values are not recommended for survey control.
 GC2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2344.See file dsdata.txt to determine how the superseded data were derived.
 GC2344
 GC2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2175014065(NAD 83)
 GC2344_MARKER: 42 = RADIO/TV MAST
 GC2344
 GC2344  HISTORY     - Date     Condition        Report By
 GC2344  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2344  HISTORY     - 1959     GOOD             CGS
 GC2344
 GC2344                          STATION DESCRIPTION
 GC2344
 GC2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2344'STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TALLEST OF THREE
 GC2344'MASTS, LOCATED ABOUT 8 MILES NORTH OF NASHVILLE AND ABOUT 0.15
 GC2344'MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 41 AND OLD HICKORY
 GC2344'BOULEVARD. IT IS SELF SUPPORTING GUYED MAST, 356 FEET AND PAINTED
 GC2344'IN ALTERNATE RED AND WHITE SECTIONS.
 GC2344
 GC2344                          STATION RECOVERY (1959)
 GC2344
 GC2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2344'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2240 ***********************************************************************
 GC2240  DESIGNATION -  NASHVILLE RADIO WSIX AM N MAST
 GC2240  PID         -  GC2240
 GC2240  STATE/COUNTY-  TN/DAVIDSON
 GC2240  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2240
 GC2240                         *CURRENT SURVEY CONTROL
 GC2240  ___________________________________________________________________
 GC2240* NAD 83(1995)-  36 12 58.27602(N)    086 41 42.76651(W)     ADJUSTED  
 GC2240* NAVD 88     -                                                        
 GC2240  ___________________________________________________________________
 GC2240  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GC2240  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2240
 GC2240  HORZ ORDER  -  THIRD
 GC2240
 GC2240.The horizontal coordinates were established by classical geodetic methods
 GC2240.and adjusted by the National Geodetic Survey in April 1999..
 GC2240
 GC2240
 GC2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2240
 GC2240.The geoid height was determined by GEOID03.
 GC2240
 GC2240;                    North         East     Units Scale Factor Converg.
 GC2240;SPC TN       -   209,124.927   537,490.934   MT  0.99997058   -0 24 25.2
 GC2240;SPC TN       -   686,104.03  1,763,418.17   sFT  0.99997058   -0 24 25.2
 GC2240;UTM  16      - 4,007,970.322   527,394.604   MT  0.99960925   +0 10 48.3
 GC2240
 GC2240                          SUPERSEDED SURVEY CONTROL
 GC2240
 GC2240  NAD 83(1995)-  36 12 58.27782(N)    086 41 42.76889(W) AD(       ) 4
 GC2240  NAD 83(1995)-  36 12 58.28076(N)    086 41 42.76866(W) AD(       ) 4
 GC2240  NAD 83(1986)-  36 12 58.28660(N)    086 41 42.76985(W) AD(       ) 4
 GC2240  NAD 27      -  36 12 58.08700(N)    086 41 42.77600(W) AD(       ) 3
 GC2240
 GC2240.Superseded values are not recommended for survey control.
 GC2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2240.See file dsdata.txt to determine how the superseded data were derived.
 GC2240
 GC2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2739507970(NAD 83)
 GC2240_MARKER: 42 = RADIO/TV MAST
 GC2240
 GC2240  HISTORY     - Date     Condition        Report By
 GC2240  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2240
 GC2240                          STATION DESCRIPTION
 GC2240
 GC2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2240'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2240'SUPPORTING GUYED ANTENNA AND IS THE MOST NORTHERLY OF THREE MASTS,
 GC2240'LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER OF NASHVILLE AT 2626 MC
 GC2240'GAVOCK PIKE. THE MAST IS PAINTED IN ALTERNATE RED AND WHITE
 GC2240'SECTIONS, IS 265 FEET IN HEIGHT AND IS THE SAME HEIGHT ABOVE SEA
 GC2240'LEVEL AS THE SOUTH MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2241 ***********************************************************************
 GC2241  DESIGNATION -  NASHVILLE RADIO WSIX AM S MAST
 GC2241  PID         -  GC2241
 GC2241  STATE/COUNTY-  TN/DAVIDSON
 GC2241  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2241
 GC2241                         *CURRENT SURVEY CONTROL
 GC2241  ___________________________________________________________________
 GC2241* NAD 83(1995)-  36 12 55.00272(N)    086 41 47.35163(W)     ADJUSTED  
 GC2241* NAVD 88     -                                                        
 GC2241  ___________________________________________________________________
 GC2241  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GC2241  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2241
 GC2241  HORZ ORDER  -  THIRD
 GC2241
 GC2241.The horizontal coordinates were established by classical geodetic methods
 GC2241.and adjusted by the National Geodetic Survey in April 1999..
 GC2241
 GC2241
 GC2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2241
 GC2241.The geoid height was determined by GEOID03.
 GC2241
 GC2241;                    North         East     Units Scale Factor Converg.
 GC2241;SPC TN       -   209,024.854   537,375.700   MT  0.99997047   -0 24 27.9
 GC2241;SPC TN       -   685,775.71  1,763,040.11   sFT  0.99997047   -0 24 27.9
 GC2241;UTM  16      - 4,007,869.110   527,280.443   MT  0.99960917   +0 10 45.6
 GC2241
 GC2241                          SUPERSEDED SURVEY CONTROL
 GC2241
 GC2241  NAD 83(1995)-  36 12 55.00453(N)    086 41 47.35400(W) AD(       ) 4
 GC2241  NAD 83(1995)-  36 12 55.00745(N)    086 41 47.35378(W) AD(       ) 4
 GC2241  NAD 83(1986)-  36 12 55.01331(N)    086 41 47.35497(W) AD(       ) 4
 GC2241  NAD 27      -  36 12 54.81400(N)    086 41 47.36200(W) AD(       ) 3
 GC2241
 GC2241.Superseded values are not recommended for survey control.
 GC2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2241.See file dsdata.txt to determine how the superseded data were derived.
 GC2241
 GC2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2728007869(NAD 83)
 GC2241_MARKER: 42 = RADIO/TV MAST
 GC2241
 GC2241  HISTORY     - Date     Condition        Report By
 GC2241  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2241
 GC2241                          STATION DESCRIPTION
 GC2241
 GC2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2241'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2241'SUPPORTING GUYED ANTENNA AND IS THE MOST SOUTHERLY OF THREE MASTS,
 GC2241'LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER OF NASHVILLE AT 2626 MC
 GC2241'GAVOCK PIKE. THE MAST IS PAINTED IN ALTERNATE RED AND WHITE
 GC2241'SECTIONS, IS 265 FEET IN HEIGHT AND IS THE SAME HEIGHT ABOVE SEA
 GC2241'LEVEL AS THE NORTH MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2303 ***********************************************************************
 GC2303  DESIGNATION -  NASHVILLE RADIO WSIX FM MAST
 GC2303  PID         -  GC2303
 GC2303  STATE/COUNTY-  TN/DAVIDSON
 GC2303  USGS QUAD   -  OAK HILL (1968)
 GC2303
 GC2303                         *CURRENT SURVEY CONTROL
 GC2303  ___________________________________________________________________
 GC2303* NAD 83(1995)-  36 02 50.41308(N)    086 49 47.80055(W)     ADJUSTED  
 GC2303* NAVD 88     -                                                        
 GC2303  ___________________________________________________________________
 GC2303  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2303  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2303
 GC2303  HORZ ORDER  -  THIRD
 GC2303
 GC2303.The horizontal coordinates were established by classical geodetic methods
 GC2303.and adjusted by the National Geodetic Survey in April 1999..
 GC2303
 GC2303
 GC2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2303
 GC2303.The geoid height was determined by GEOID03.
 GC2303
 GC2303;                    North         East     Units Scale Factor Converg.
 GC2303;SPC TN       -   190,484.771   525,218.120   MT  0.99995530   -0 29 09.2
 GC2303;SPC TN       -   624,948.79  1,723,153.12   sFT  0.99995530   -0 29 09.2
 GC2303;UTM  16      - 3,989,212.212   515,317.531   MT  0.99960289   +0 06 00.3
 GC2303
 GC2303                          SUPERSEDED SURVEY CONTROL
 GC2303
 GC2303  NAD 83(1995)-  36 02 50.41544(N)    086 49 47.80229(W) AD(       ) 4
 GC2303  NAD 83(1995)-  36 02 50.41635(N)    086 49 47.80228(W) AD(       ) 4
 GC2303  NAD 83(1986)-  36 02 50.42344(N)    086 49 47.80417(W) AD(       ) 4
 GC2303  NAD 27      -  36 02 50.20500(N)    086 49 47.80200(W) AD(       ) 3
 GC2303
 GC2303.Superseded values are not recommended for survey control.
 GC2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2303.See file dsdata.txt to determine how the superseded data were derived.
 GC2303
 GC2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1531889212(NAD 83)
 GC2303_MARKER: 42 = RADIO/TV MAST
 GC2303
 GC2303  HISTORY     - Date     Condition        Report By
 GC2303  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2303
 GC2303                          STATION DESCRIPTION
 GC2303
 GC2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2303'STATION IS THE CENTER OF THE BASE OF THE RADIO STATION WSIX FM MAST,
 GC2303'LOCATED ABOUT 7 MILES SOUTH OF NASHVILLE. IT IS A 3 LEGGED STEEL
 GC2303'STRUCTURE SUPPORTING A SINGLE MAST ANTENNA AND IS ABOUT 292 FEET
 GC2303'HIGH.
 GC2303'
 GC2303'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAYCHE 2.
 GC2303'THE DISTANCE IS 138.2 FEET, 42.12 METERS.
 GC2303'
 GC2303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70S AND STATE
 GC2303'HIGHWAY 100, AT THE WEST SIDE OF THE BELLEMEADE SECTION OF
 GC2303'NASHVILLE, GO WEST ON HIGHWAY 100 FOR 3.15 MILES TO A PAVED ROAD LEFT
 GC2303'(OLD HICKORY BOULEVARD). TURN LEFT AND GO SOUTH FOR 2.7 MILES TO
 GC2303'THE JUNCTION OF STATE HIGHWAY 106. CONTINUE SOUTH ON OLD HICKORY
 GC2303'BOULEVARD FOR 1.95 MILES TO A PAVED ROAD LEFT. TURN LEFT AND GO
 GC2303'NORTH UP STEEP, WINDING ROAD FOR 0.55 MILE TO THE TOP OF THE HILL AND
 GC2303'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2219 ***********************************************************************
 GC2219  DESIGNATION -  NASHVILLE ST HOSP NEW TANK
 GC2219  PID         -  GC2219
 GC2219  STATE/COUNTY-  TN/DAVIDSON
 GC2219  USGS QUAD   -  ANTIOCH (1983)
 GC2219
 GC2219                         *CURRENT SURVEY CONTROL
 GC2219  ___________________________________________________________________
 GC2219* NAD 83(1995)-  36 06 07.79871(N)    086 40 36.72743(W)     ADJUSTED  
 GC2219* NAVD 88     -                                                        
 GC2219  ___________________________________________________________________
 GC2219  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GC2219  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2219
 GC2219  HORZ ORDER  -  THIRD
 GC2219
 GC2219.The horizontal coordinates were established by classical geodetic methods
 GC2219.and adjusted by the National Geodetic Survey in April 1999..
 GC2219
 GC2219
 GC2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2219
 GC2219.The geoid height was determined by GEOID03.
 GC2219
 GC2219;                    North         East     Units Scale Factor Converg.
 GC2219;SPC TN       -   196,462.070   539,052.799   MT  0.99995931   -0 23 46.6
 GC2219;SPC TN       -   644,559.31  1,768,542.39   sFT  0.99995931   -0 23 46.6
 GC2219;UTM  16      - 3,995,328.614   529,085.490   MT  0.99961042   +0 11 25.4
 GC2219
 GC2219                          SUPERSEDED SURVEY CONTROL
 GC2219
 GC2219  NAD 83(1995)-  36 06 07.80110(N)    086 40 36.73000(W) AD(       ) 4
 GC2219  NAD 83(1995)-  36 06 07.80314(N)    086 40 36.72894(W) AD(       ) 4
 GC2219  NAD 83(1986)-  36 06 07.80892(N)    086 40 36.73034(W) AD(       ) 4
 GC2219  NAD 27      -  36 06 07.60100(N)    086 40 36.74100(W) AD(       ) 3
 GC2219
 GC2219.Superseded values are not recommended for survey control.
 GC2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2219.See file dsdata.txt to determine how the superseded data were derived.
 GC2219
 GC2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2908595329(NAD 83)
 GC2219_MARKER: 53 = ELEVATED TANK
 GC2219
 GC2219  HISTORY     - Date     Condition        Report By
 GC2219  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2219  HISTORY     - 1961     GOOD             CGS
 GC2219  HISTORY     - 1964     GOOD             CGS
 GC2219  HISTORY     - 1980     GOOD             NGS
 GC2219  HISTORY     - 1982     GOOD             NGS
 GC2219
 GC2219                          STATION DESCRIPTION
 GC2219
 GC2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2219'THE STATION IS LOCATED NEAR THE SOUTHEAST SECTION OF THE CENTRAL
 GC2219'STATE HOSPITAL, ABOUT 5.0 MILES SOUTHEAST OF THE BUSINESS
 GC2219'CENTER OF NASHVILLE AND 0.3 MILE SOUTH OF U.S. HIGHWAY 70 SOUTH.
 GC2219'
 GC2219'THE TANK, PAINTED RED AND WHITE IN COLOR IN A CHECKERBOARD PATTERN,
 GC2219'IS SUPPORTED BY A 8-LEGGED STEEL STRUCTURE PAINTED RED AND WHITE IN
 GC2219'ALTERNATING SECTIONS.  THE OVER ALL HEIGHT IS ABOUT 145 FEET.  THE
 GC2219'POINT OF INTERSECTION IS THE VENT ON THE TOP OF THE TANK.
 GC2219
 GC2219                          STATION RECOVERY (1961)
 GC2219
 GC2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETO)
 GC2219'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 GC2219'IS ADEQUATE AND COMPLETE.
 GC2219
 GC2219                          STATION RECOVERY (1964)
 GC2219
 GC2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2219'STATION RECOVERED AS DESCRIBED.
 GC2219
 GC2219                          STATION RECOVERY (1980)
 GC2219
 GC2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2219'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2219'
 GC2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 GC2219'OF DOWNTOWN NASHVILLE.
 GC2219
 GC2219                          STATION RECOVERY (1982)
 GC2219
 GC2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2219'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 GC2219'CONDITION.
 GC2219'
 GC2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF
 GC2219'NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2275 ***********************************************************************
 GC2275  DESIGNATION -  NASHVILLE ST THOMAS HOSP STACK
 GC2275  PID         -  GC2275
 GC2275  STATE/COUNTY-  TN/DAVIDSON
 GC2275  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2275
 GC2275                         *CURRENT SURVEY CONTROL
 GC2275  ___________________________________________________________________
 GC2275* NAD 83(1995)-  36 09 08.37889(N)    086 48 07.93860(W)     ADJUSTED  
 GC2275* NAVD 88     -                                                        
 GC2275  ___________________________________________________________________
 GC2275  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2275  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC2275
 GC2275  HORZ ORDER  -  THIRD
 GC2275
 GC2275.The horizontal coordinates were established by classical geodetic methods
 GC2275.and adjusted by the National Geodetic Survey in April 1999..
 GC2275
 GC2275
 GC2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2275
 GC2275.The geoid height was determined by GEOID03.
 GC2275
 GC2275;                    North         East     Units Scale Factor Converg.
 GC2275;SPC TN       -   202,112.899   527,813.001   MT  0.99996378   -0 28 10.7
 GC2275;SPC TN       -   663,098.74  1,731,666.49   sFT  0.99996378   -0 28 10.7
 GC2275;UTM  16      - 4,000,862.129   517,792.443   MT  0.99960390   +0 07 00.1
 GC2275
 GC2275                          SUPERSEDED SURVEY CONTROL
 GC2275
 GC2275  NAD 83(1995)-  36 09 08.38095(N)    086 48 07.94054(W) AD(       ) 4
 GC2275  NAD 83(1995)-  36 09 08.38286(N)    086 48 07.94067(W) AD(       ) 4
 GC2275  NAD 83(1986)-  36 09 08.38916(N)    086 48 07.94173(W) AD(       ) 4
 GC2275  NAD 27      -  36 09 08.18100(N)    086 48 07.94700(W) AD(       ) 3
 GC2275
 GC2275.Superseded values are not recommended for survey control.
 GC2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2275.See file dsdata.txt to determine how the superseded data were derived.
 GC2275
 GC2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1779200862(NAD 83)
 GC2275_MARKER: 63 = STACK
 GC2275
 GC2275  HISTORY     - Date     Condition        Report By
 GC2275  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2275  HISTORY     - 1949     GOOD             AMS
 GC2275  HISTORY     - 1953     GOOD             CGS
 GC2275  HISTORY     - 1959     GOOD             CGS
 GC2275
 GC2275                          STATION DESCRIPTION
 GC2275
 GC2275'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2275'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2275
 GC2275                          STATION RECOVERY (1953)
 GC2275
 GC2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2275'STATION WAS RECOVERED IN GOOD CONDITION. AN ORIGINAL DESCRIPTION
 GC2275'FOLLOWS-
 GC2275'
 GC2275'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK LOCATED
 GC2275'AT THE ST. THOMAS HOSPITAL, ABOUT 100 FEET SOUTHEAST OF THE
 GC2275'INTERSECTION OF CHURCH AND 21ST. AVENUE NORTH IN NASHVILLE. THE STACK
 GC2275'IS ABOUT 125 FEET HIGH.
 GC2275
 GC2275                          STATION RECOVERY (1959)
 GC2275
 GC2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2275'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE 1953
 GC2275'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2290 ***********************************************************************
 GC2290  DESIGNATION -  NASHVILLE STATE CAPITOL FLAGPOLE
 GC2290  PID         -  GC2290
 GC2290  STATE/COUNTY-  TN/DAVIDSON
 GC2290  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2290
 GC2290                         *CURRENT SURVEY CONTROL
 GC2290  ___________________________________________________________________
 GC2290* NAD 83(1995)-  36 09 56.95751(N)    086 47 03.22404(W)     ADJUSTED  
 GC2290* NAVD 88     -                                                        
 GC2290  ___________________________________________________________________
 GC2290  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GC2290  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2290
 GC2290  HORZ ORDER  -  THIRD
 GC2290
 GC2290.The horizontal coordinates were established by classical geodetic methods
 GC2290.and adjusted by the National Geodetic Survey in April 1999..
 GC2290
 GC2290
 GC2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2290
 GC2290.The geoid height was determined by GEOID03.
 GC2290
 GC2290;                    North         East     Units Scale Factor Converg.
 GC2290;SPC TN       -   203,597.014   529,442.571   MT  0.99996511   -0 27 32.8
 GC2290;SPC TN       -   667,967.87  1,737,012.84   sFT  0.99996511   -0 27 32.8
 GC2290;UTM  16      - 4,002,362.304   519,406.157   MT  0.99960464   +0 07 38.4
 GC2290
 GC2290                          SUPERSEDED SURVEY CONTROL
 GC2290
 GC2290  NAD 83(1995)-  36 09 56.95953(N)    086 47 03.22602(W) AD(       ) 4
 GC2290  NAD 83(1995)-  36 09 56.96161(N)    086 47 03.22615(W) AD(       ) 4
 GC2290  NAD 83(1986)-  36 09 56.96775(N)    086 47 03.22711(W) AD(       ) 4
 GC2290  NAD 27      -  36 09 56.76300(N)    086 47 03.23200(W) AD(       ) 3
 GC2290
 GC2290.Superseded values are not recommended for survey control.
 GC2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2290.See file dsdata.txt to determine how the superseded data were derived.
 GC2290
 GC2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1940602362(NAD 83)
 GC2290_MARKER: 62 = FLAGPOLE
 GC2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2290+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 GC2290
 GC2290  HISTORY     - Date     Condition        Report By
 GC2290  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2290  HISTORY     - 20060415 GOOD             GEOCAC
 GC2290
 GC2290                          STATION DESCRIPTION
 GC2290
 GC2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2290'THE STATION IS LOCATED ON CEDAR HILL ON TOP OF THE TENNESSEE STATE
 GC2290'CAPITOL BUILDING IN DOWNTOWN NASHVILLE. THE CAPITOL BUILDING HAS
 GC2290'BEEN REMODELED AND THE DOME WAS DISMANTLED AND RECONSTRUCTED. THE
 GC2290'DOME IS 220 FEET IN HEIGHT AND THE TOP OF THE FLAGPOLE IS 250 FEET
 GC2290'IN OVER-ALL HEIGHT. THE TOP OF THE FLAGPOLE WAS THE POINT
 GC2290'INTERSECTED.
 GC2290
 GC2290                          STATION RECOVERY (2006)
 GC2290
 GC2290'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2276 ***********************************************************************
 GC2276  DESIGNATION -  NASHVILLE TV STA WSM MICROWAVE
 GC2276  PID         -  GC2276
 GC2276  STATE/COUNTY-  TN/DAVIDSON
 GC2276  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2276
 GC2276                         *CURRENT SURVEY CONTROL
 GC2276  ___________________________________________________________________
 GC2276* NAD 83(1995)-  36 07 48.45004(N)    086 47 28.37108(W)     ADJUSTED  
 GC2276* NAVD 88     -                                                        
 GC2276  ___________________________________________________________________
 GC2276  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GC2276  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC2276
 GC2276  HORZ ORDER  -  THIRD
 GC2276
 GC2276.The horizontal coordinates were established by classical geodetic methods
 GC2276.and adjusted by the National Geodetic Survey in April 1999..
 GC2276
 GC2276
 GC2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2276
 GC2276.The geoid height was determined by GEOID03.
 GC2276
 GC2276;                    North         East     Units Scale Factor Converg.
 GC2276;SPC TN       -   199,641.399   528,782.094   MT  0.99996171   -0 27 47.5
 GC2276;SPC TN       -   654,990.16  1,734,845.92   sFT  0.99996171   -0 27 47.5
 GC2276;UTM  16      - 3,998,401.558   518,786.420   MT  0.99960435   +0 07 23.2
 GC2276
 GC2276                          SUPERSEDED SURVEY CONTROL
 GC2276
 GC2276  NAD 83(1995)-  36 07 48.45213(N)    086 47 28.37309(W) AD(       ) 4
 GC2276  NAD 83(1995)-  36 07 48.45398(N)    086 47 28.37297(W) AD(       ) 4
 GC2276  NAD 83(1986)-  36 07 48.46024(N)    086 47 28.37420(W) AD(       ) 4
 GC2276  NAD 27      -  36 07 48.25300(N)    086 47 28.37400(W) AD(       ) 3
 GC2276
 GC2276.Superseded values are not recommended for survey control.
 GC2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2276.See file dsdata.txt to determine how the superseded data were derived.
 GC2276
 GC2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1878698402(NAD 83)
 GC2276_MARKER: 42 = RADIO/TV MAST
 GC2276
 GC2276  HISTORY     - Date     Condition        Report By
 GC2276  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2276  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GC2276  HISTORY     - 1970     GOOD             NGS
 GC2276
 GC2276                          STATION DESCRIPTION
 GC2276
 GC2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2276'STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE WSM TELEVISION
 GC2276'STATION MAST, LOCATED AT THE INTERSECTION OF 15TH AVENUE SOUTH
 GC2276'AND COMPTON AVENUE IN NASHVILLE.  IT IS A 4 LEGGED STEEL STRUCTURE,
 GC2276'589 FEET HIGH AND IS PAINTED IN ALTERNATE RED AND WHITE
 GC2276'SECTIONS.
 GC2276
 GC2276                          STATION RECOVERY (1959)
 GC2276
 GC2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2276'THIS STATION IS NO LONGER IN USE AS A TELEVISION TRANSMITTING MAST.
 GC2276'A NEW MAST WAS CONSTRUCTED A FEW MILES WEST OF NASHVILLE AND IS
 GC2276'NOW THE TRANSMITTING MAST.  THE NEW MAST WAS LOCATED AND NOW CARRIES
 GC2276'THE SAME NAME AS THIS STATION.
 GC2276'
 GC2276'THIS STATION IS NOW USED AS A MICRO-WAVE PICK-UP MAST AND AS A
 GC2276'STAND-BY MAST.  TO DIFFERENTIATE THESE STATIONS, THIS STATION
 GC2276'NAME WILL BE CHANGED TO THE FOLLOWING TO CORRESPOND TO THE FUNCTION
 GC2276'OF THE MAST, NASHVILLE, WSM MICRO-WAVE PICK-UP STATION, MAST.
 GC2276'A NEW DESCRIPTION IS BEING SUBMITTED FOR THIS STATION.
 GC2276'
 GC2276'THE STATION IS THE FLASHING RED LIGHT LOCATED ON THE TOP OF THE MAST.
 GC2276'THIS MAST IS OWNED AND OPERATED BY THE WSM TELEVISION STUDIO.
 GC2276'IT IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE DOWNTOWN SECTION OF
 GC2276'NASHVILLE, 0.5 MILE EAST OF U.S.  HIGHWAY 431, AND 100 YARDS EAST
 GC2276'OF THE INTERSECTION OF COMPTON AVE. AND 15TH. AVE. SOUTH.  IT IS A 4
 GC2276'LEGGED STEEL STRUCTURE, 589 FEET IN OVER-ALL HEIGHT, PAINTED
 GC2276'RED AND WHITE IN COLOR IN ALTERNATING SECTIONS.
 GC2276
 GC2276                          STATION RECOVERY (1970)
 GC2276
 GC2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2276'THE STATION NO LONGER BELONGS TO THE WSM TELEVISION STATION AS STATED
 GC2276'IN 1953, NOR DOES IT BELONG TO THE WSM MICROWAVE PICK-UP STATION AS
 GC2276'STATED IN 1959.  THE TOWER IS NOW OWNED AND OPERATED BY THE
 GC2276'NASHVILLE, TELEVISION STATION WDCM CHANELL 2 EDUCATIONAL TELEVISION
 GC2276'COMPANY.
 GC2276'
 GC2276'THE 1959 DESCRIPTION OF THE TOWER IS ADEQUATE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2277 ***********************************************************************
 GC2277  DESIGNATION -  NASHVILLE TV STA WSM NEW MAST
 GC2277  PID         -  GC2277
 GC2277  STATE/COUNTY-  TN/DAVIDSON
 GC2277  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2277
 GC2277                         *CURRENT SURVEY CONTROL
 GC2277  ___________________________________________________________________
 GC2277* NAD 83(1995)-  36 08 27.43316(N)    086 51 56.48966(W)     ADJUSTED  
 GC2277* NAVD 88     -                                                        
 GC2277  ___________________________________________________________________
 GC2277  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GC2277  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2277
 GC2277  HORZ ORDER  -  THIRD
 GC2277
 GC2277.The horizontal coordinates were established by classical geodetic methods
 GC2277.and adjusted by the National Geodetic Survey in April 1999..
 GC2277
 GC2277
 GC2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2277
 GC2277.The geoid height was determined by GEOID03.
 GC2277
 GC2277;                    North         East     Units Scale Factor Converg.
 GC2277;SPC TN       -   200,899.617   522,089.113   MT  0.99996270   -0 30 24.5
 GC2277;SPC TN       -   659,118.16  1,712,887.36   sFT  0.99996270   -0 30 24.5
 GC2277;UTM  16      - 3,999,590.811   512,083.325   MT  0.99960180   +0 04 45.2
 GC2277
 GC2277                          SUPERSEDED SURVEY CONTROL
 GC2277
 GC2277  NAD 83(1995)-  36 08 27.43522(N)    086 51 56.49165(W) AD(       ) 4
 GC2277  NAD 83(1995)-  36 08 27.43682(N)    086 51 56.49208(W) AD(       ) 4
 GC2277  NAD 83(1986)-  36 08 27.44353(N)    086 51 56.49315(W) AD(       ) 4
 GC2277  NAD 27      -  36 08 27.23600(N)    086 51 56.49000(W) AD(       ) 3
 GC2277
 GC2277.Superseded values are not recommended for survey control.
 GC2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2277.See file dsdata.txt to determine how the superseded data were derived.
 GC2277
 GC2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1208399591(NAD 83)
 GC2277_MARKER: 42 = RADIO/TV MAST
 GC2277
 GC2277  HISTORY     - Date     Condition        Report By
 GC2277  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2277  HISTORY     - 1970     GOOD             NGS
 GC2277
 GC2277                          STATION DESCRIPTION
 GC2277
 GC2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2277'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL ABOUT 5 MILES WEST
 GC2277'OF THE CENTER OF NASHVILLE AND 0.4 MILE SOUTH OF CHARLOTTE ROAD
 GC2277'(U.S. HIGHWAY 70).
 GC2277'
 GC2277'IT IS A 4-LEGGED STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES,
 GC2277'IS PAINTED ALTERNATELY RED AND WHITE, HAS RED FLASHING LIGHT
 GC2277'THROUGHOUT ITS HEIGHT AND AN OVERALL HEIGHT OF 1368 FEET.  THE
 GC2277'FLASHING RED LIGHT 1.0 FOOT BELOW THE TOP OF THE MAST WAS THE POINT
 GC2277'OBSERVED UPON.
 GC2277'
 GC2277'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC2277'CHARLOTTE ROAD IN NASHVILLE, GO WEST AND SOUTHWEST ON CHARLOTTE
 GC2277'ROAD (U.S. HIGHWAY 70) FOR 1.9 MILES TO WATTS LANE ON THE LEFT, TURN
 GC2277'LEFT AND GO SOUTH ON WATTS LANE FOR 0.4 MILE TO A LOCKED GATE AND
 GC2277'THE STATION ABOUT 100 YARDS SOUTH.
 GC2277
 GC2277                          STATION RECOVERY (1970)
 GC2277
 GC2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2277'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2304 ***********************************************************************
 GC2304  DESIGNATION -  NASHVILLE TV STATION WSIX MAST
 GC2304  PID         -  GC2304
 GC2304  STATE/COUNTY-  TN/DAVIDSON
 GC2304  USGS QUAD   -  OAK HILL (1968)
 GC2304
 GC2304                         *CURRENT SURVEY CONTROL
 GC2304  ___________________________________________________________________
 GC2304* NAD 83(1995)-  36 02 50.42495(N)    086 49 48.92832(W)     ADJUSTED  
 GC2304* NAVD 88     -                                                        
 GC2304  ___________________________________________________________________
 GC2304  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2304  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2304
 GC2304  HORZ ORDER  -  THIRD
 GC2304
 GC2304.The horizontal coordinates were established by classical geodetic methods
 GC2304.and adjusted by the National Geodetic Survey in April 1999..
 GC2304
 GC2304
 GC2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2304
 GC2304.The geoid height was determined by GEOID03.
 GC2304
 GC2304;                    North         East     Units Scale Factor Converg.
 GC2304;SPC TN       -   190,485.376   525,189.896   MT  0.99995531   -0 29 09.8
 GC2304;SPC TN       -   624,950.77  1,723,060.52   sFT  0.99995531   -0 29 09.8
 GC2304;UTM  16      - 3,989,212.528   515,289.313   MT  0.99960288   +0 05 59.6
 GC2304
 GC2304                          SUPERSEDED SURVEY CONTROL
 GC2304
 GC2304  NAD 83(1995)-  36 02 50.42719(N)    086 49 48.93025(W) AD(       ) 4
 GC2304  NAD 83(1995)-  36 02 50.42813(N)    086 49 48.93007(W) AD(       ) 4
 GC2304  NAD 83(1986)-  36 02 50.43538(N)    086 49 48.93161(W) AD(       ) 4
 GC2304  NAD 27      -  36 02 50.21700(N)    086 49 48.92800(W) AD(       ) 3
 GC2304
 GC2304.Superseded values are not recommended for survey control.
 GC2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2304.See file dsdata.txt to determine how the superseded data were derived.
 GC2304
 GC2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1528989213(NAD 83)
 GC2304_MARKER: 42 = RADIO/TV MAST
 GC2304
 GC2304  HISTORY     - Date     Condition        Report By
 GC2304  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2304  HISTORY     - 1970     GOOD             NGS
 GC2304
 GC2304                          STATION DESCRIPTION
 GC2304
 GC2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2304'THE STATION IS LOCATED ON TOP OF A HIGH HILL KNOWN LOCALLY AS
 GC2304'DRAUGHANS MTN., ABOUT 8 MILES SOUTH OF THE CENTER OF NASHVILLE
 GC2304'AT THE SITE OF THE WSIX TRANSMITTER BUILDING. IT IS WEST-NORTHWEST OF
 GC2304'THE TRANSMITTER BUILDING, WEST OF A 3- LEGGED SELF SUPPORTING MAST
 GC2304'(FORMERLY WSIX FM RADIO MAST) AND ABOUT 200 FEET NORTHWEST OF
 GC2304'TRIANGULATION STATION MAYCHE 2 1953. IT IS A 3-LEGGED STEEL TRUSS
 GC2304'STRUCTURE SUPPORTED BY MANY GUY CABLES, IS PAINTED ALTERNATELY RED
 GC2304'AND WHITE, HAS RED FLASHING LIGHTS THROUGHOUT ITS HEIGHT WITH A
 GC2304'FLASHING RED LIGHT AT THE EXTREME TIP OF THE ANTENNAE AND AN OVER-ALL
 GC2304'HEIGHT OF 940.6 FEET. THE RED LIGHT AT THE TIP OF THE ANTENNAE WAS
 GC2304'THE POINT INTERSECTED.
 GC2304'
 GC2304'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 S AND U.
 GC2304'S. HIGHWAY 31 AT THE INTERSECTION OF 8TH AVENUE AND BROADWAY IN
 GC2304'DOWNTOWN NASHVILLE, GO SOUTHERLY ON U. S. HIGHWAY 31 (8TH AVENUE AND
 GC2304'FRANKLIN PIKE) FOR 8.8 MILES TO OLD HICKORY BOULEVARD. HERE TURN
 GC2304'RIGHT AND GO WESTERLY ON OLD HICKORY BOULEVARD FOR 2.4 MILES TO AN
 GC2304'OILED ROAD ON THE RIGHT AND A SIGN WSIX-TV, TURN RIGHT ON THIS
 GC2304'OILED ROAD AND GO UPHILL ON A WINDING ROAD FOR 0.6 MILE TO THE TOP OF
 GC2304'THE HILL AND THE STATION AS DESCRIBED.
 GC2304
 GC2304                          STATION RECOVERY (1970)
 GC2304
 GC2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2304'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2345 ***********************************************************************
 GC2345  DESIGNATION -  NASHVILLE TV STATION WLAC MAST
 GC2345  PID         -  GC2345
 GC2345  STATE/COUNTY-  TN/DAVIDSON
 GC2345  USGS QUAD   -  WHITES CREEK (1994)
 GC2345
 GC2345                         *CURRENT SURVEY CONTROL
 GC2345  ___________________________________________________________________
 GC2345* NAD 83(1995)-  36 16 05.04033(N)    086 47 15.73162(W)     ADJUSTED  
 GC2345* NAVD 88     -                                                        
 GC2345  ___________________________________________________________________
 GC2345  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC2345  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2345
 GC2345  HORZ ORDER  -  THIRD
 GC2345
 GC2345.The horizontal coordinates were established by classical geodetic methods
 GC2345.and adjusted by the National Geodetic Survey in April 1999..
 GC2345
 GC2345
 GC2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2345
 GC2345.The geoid height was determined by GEOID03.
 GC2345
 GC2345;                    North         East     Units Scale Factor Converg.
 GC2345;SPC TN       -   214,944.266   529,221.303   MT  0.99997702   -0 27 40.1
 GC2345;SPC TN       -   705,196.31  1,736,286.89   sFT  0.99997702   -0 27 40.1
 GC2345;UTM  16      - 4,013,702.540   519,068.852   MT  0.99960448   +0 07 32.1
 GC2345
 GC2345                          SUPERSEDED SURVEY CONTROL
 GC2345
 GC2345  NAD 83(1995)-  36 16 05.04196(N)    086 47 15.73337(W) AD(       ) 4
 GC2345  NAD 83(1995)-  36 16 05.04479(N)    086 47 15.73413(W) AD(       ) 4
 GC2345  NAD 83(1986)-  36 16 05.05048(N)    086 47 15.73458(W) AD(       ) 4
 GC2345  NAD 27      -  36 16 04.86964(N)    086 47 15.76029(W) AD(       ) 3
 GC2345
 GC2345.Superseded values are not recommended for survey control.
 GC2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2345.See file dsdata.txt to determine how the superseded data were derived.
 GC2345
 GC2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1906913703(NAD 83)
 GC2345_MARKER: 42 = RADIO/TV MAST
 GC2345
 GC2345  HISTORY     - Date     Condition        Report By
 GC2345  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2345  HISTORY     - 1965     GOOD             CGS
 GC2345  HISTORY     - 1970     GOOD             NGS
 GC2345
 GC2345                          STATION DESCRIPTION
 GC2345
 GC2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2345'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE CENTER OF NASHVILLE
 GC2345'AND ABOUT 5-1/2 MILES SOUTHWEST OF GOODLETTSVILLE. IT IS A 3-LEGGED
 GC2345'STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE, HAS A RED
 GC2345'FLASHING LIGHT AT THE TOP OF THE ANTENNA AND AN OVER-ALL HEIGHT OF
 GC2345'1,179 FEET.
 GC2345'
 GC2345'THE RED FLASHING LIGHT AT THE TOP OF THE MAST WAS THE POINT
 GC2345'INTERSECTED.
 GC2345'
 GC2345'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS 31W, 41 AND
 GC2345'431, GO NORTH ON U.S. HWYS NO. 31W AND 41 FOR 5.9 MILES TO OLD
 GC2345'HICKORY BLVD., TURN LEFT AND GO WEST FOR 1.9 MILES TO BRICK CHURCH
 GC2345'PK., TURN LEFT AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD ON THE
 GC2345'RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.2 MILE TO A LOCKED GATE,
 GC2345'PASS THROUGH THIS GATE AND CONTINUE SOUTHWEST FOR 0.5 MILE AND THE
 GC2345'STATION.
 GC2345
 GC2345                          STATION RECOVERY (1965)
 GC2345
 GC2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2345'THE STATION WAS RECOVERED AS DESCRIBED. THE 1959 DESCRIPTION IS
 GC2345'ADEQUATE.
 GC2345
 GC2345                          STATION RECOVERY (1970)
 GC2345
 GC2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2345'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2242 ***********************************************************************
 GC2242  DESIGNATION -  NASHVILLE TVA MICROWAVE TOWER
 GC2242  PID         -  GC2242
 GC2242  STATE/COUNTY-  TN/DAVIDSON
 GC2242  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2242
 GC2242                         *CURRENT SURVEY CONTROL
 GC2242  ___________________________________________________________________
 GC2242* NAD 83(1995)-  36 09 21.40477(N)    086 44 43.29098(W)     ADJUSTED  
 GC2242* NAVD 88     -                                                        
 GC2242  ___________________________________________________________________
 GC2242  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GC2242  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2242
 GC2242  HORZ ORDER  -  THIRD
 GC2242
 GC2242.The horizontal coordinates were established by classical geodetic methods
 GC2242.and adjusted by the National Geodetic Survey in April 1999..
 GC2242
 GC2242
 GC2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2242
 GC2242.The geoid height was determined by GEOID03.
 GC2242
 GC2242;                    North         East     Units Scale Factor Converg.
 GC2242;SPC TN       -   202,473.922   532,931.334   MT  0.99996413   -0 26 10.9
 GC2242;SPC TN       -   664,283.19  1,748,458.88   sFT  0.99996413   -0 26 10.9
 GC2242;UTM  16      - 4,001,275.374   522,904.977   MT  0.99960646   +0 09 00.8
 GC2242
 GC2242                          SUPERSEDED SURVEY CONTROL
 GC2242
 GC2242  NAD 83(1995)-  36 09 21.40683(N)    086 44 43.29313(W) AD(       ) 4
 GC2242  NAD 83(1995)-  36 09 21.40898(N)    086 44 43.29291(W) AD(       ) 4
 GC2242  NAD 83(1986)-  36 09 21.41499(N)    086 44 43.29408(W) AD(       ) 4
 GC2242  NAD 27      -  36 09 21.21200(N)    086 44 43.30100(W) AD(       ) 3
 GC2242
 GC2242.Superseded values are not recommended for survey control.
 GC2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2242.See file dsdata.txt to determine how the superseded data were derived.
 GC2242
 GC2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2290501275(NAD 83)
 GC2242_MARKER: 45 = MICROWAVE TOWER
 GC2242
 GC2242  HISTORY     - Date     Condition        Report By
 GC2242  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2242
 GC2242                          STATION DESCRIPTION
 GC2242
 GC2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2242'THE STATION IS ABOUT 2 MILES SOUTHEAST OF THE CAPITOL BUILDING IN
 GC2242'NASHVILLE AND AT THE T.V.A. RELAY STATION LOCATED AT 730 LEBANON
 GC2242'ROAD.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED AND
 GC2242'WHITE, HAS A BLINKING RED LIGHT AT THE TOP OF THE TOWER AND AN
 GC2242'OVER-ALL HEIGHT OF 240 FEET.
 GC2242'
 GC2242'THE BLINKING RED LIGHT AT THE TOP OF THE MAST WAS THE POINT OBSERVED
 GC2242'UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2220 ***********************************************************************
 GC2220  DESIGNATION -  NASHVILLE WOODBINE MUN TANK
 GC2220  PID         -  GC2220
 GC2220  STATE/COUNTY-  TN/DAVIDSON
 GC2220  USGS QUAD   -  ANTIOCH (1983)
 GC2220
 GC2220                         *CURRENT SURVEY CONTROL
 GC2220  ___________________________________________________________________
 GC2220* NAD 83(1995)-  36 06 05.45977(N)    086 44 40.23980(W)     ADJUSTED  
 GC2220* NAVD 88     -                                                        
 GC2220  ___________________________________________________________________
 GC2220  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2220  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2220
 GC2220  HORZ ORDER  -  THIRD
 GC2220
 GC2220.The horizontal coordinates were established by classical geodetic methods
 GC2220.and adjusted by the National Geodetic Survey in April 1999..
 GC2220
 GC2220
 GC2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2220
 GC2220.The geoid height was determined by GEOID03.
 GC2220
 GC2220;                    North         East     Units Scale Factor Converg.
 GC2220;SPC TN       -   196,434.212   532,961.654   MT  0.99995926   -0 26 09.1
 GC2220;SPC TN       -   644,467.91  1,748,558.36   sFT  0.99995926   -0 26 09.1
 GC2220;UTM  16      - 3,995,238.435   522,997.087   MT  0.99960652   +0 09 01.9
 GC2220
 GC2220                          SUPERSEDED SURVEY CONTROL
 GC2220
 GC2220  NAD 83(1995)-  36 06 05.46204(N)    086 44 40.24202(W) AD(       ) 4
 GC2220  NAD 83(1995)-  36 06 05.46388(N)    086 44 40.24141(W) AD(       ) 4
 GC2220  NAD 83(1986)-  36 06 05.46987(N)    086 44 40.24279(W) AD(       ) 4
 GC2220  NAD 27      -  36 06 05.26000(N)    086 44 40.24800(W) AD(       ) 3
 GC2220
 GC2220.Superseded values are not recommended for survey control.
 GC2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2220.See file dsdata.txt to determine how the superseded data were derived.
 GC2220
 GC2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2299795238(NAD 83)
 GC2220_MARKER: 51 = TANK
 GC2220
 GC2220  HISTORY     - Date     Condition        Report By
 GC2220  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2220
 GC2220                          STATION DESCRIPTION
 GC2220
 GC2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2220'STATION IS A METAL BALL AT THE APEX OF THE ROOF OF THE NASHVILLE
 GC2220'MUNICIPAL WATER TANK, LOCATED ON A HIGH HILL IN THE SOUTHEAST
 GC2220'(WOODBINE) SECTION OF NASHVILLE AND IS ABOUT 300 FEET EAST OF THE
 GC2220'INTERSECTION OF DRAKE AND MEADE AVENUES.  IT IS A LARGE STEEL TANK,
 GC2220'ABOUT 100 FEET IN DIAMETER AND 45 FEET HIGH, PAINTED SILVER AND RESTS
 GC2220'ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2305 ***********************************************************************
 GC2305  DESIGNATION -  NASHVILLE WOODMNT CHRISTIAN CH
 GC2305  PID         -  GC2305
 GC2305  STATE/COUNTY-  TN/DAVIDSON
 GC2305  USGS QUAD   -  OAK HILL (1968)
 GC2305
 GC2305                         *CURRENT SURVEY CONTROL
 GC2305  ___________________________________________________________________
 GC2305* NAD 83(1995)-  36 06 46.99717(N)    086 48 41.33357(W)     ADJUSTED  
 GC2305* NAVD 88     -                                                        
 GC2305  ___________________________________________________________________
 GC2305  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GC2305  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2305
 GC2305  HORZ ORDER  -  THIRD
 GC2305
 GC2305.The horizontal coordinates were established by classical geodetic methods
 GC2305.and adjusted by the National Geodetic Survey in April 1999..
 GC2305
 GC2305
 GC2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2305
 GC2305.The geoid height was determined by GEOID03.
 GC2305
 GC2305;                    North         East     Units Scale Factor Converg.
 GC2305;SPC TN       -   197,762.340   526,942.148   MT  0.99996022   -0 28 30.3
 GC2305;SPC TN       -   648,825.28  1,728,809.36   sFT  0.99996022   -0 28 30.3
 GC2305;UTM  16      - 3,996,504.449   516,966.445   MT  0.99960355   +0 06 40.0
 GC2305
 GC2305                          SUPERSEDED SURVEY CONTROL
 GC2305
 GC2305  NAD 83(1995)-  36 06 46.99932(N)    086 48 41.33553(W) AD(       ) 4
 GC2305  NAD 83(1995)-  36 06 47.00095(N)    086 48 41.33542(W) AD(       ) 4
 GC2305  NAD 83(1986)-  36 06 47.00736(N)    086 48 41.33673(W) AD(       ) 4
 GC2305  NAD 27      -  36 06 46.79600(N)    086 48 41.33600(W) AD(       ) 3
 GC2305
 GC2305.Superseded values are not recommended for survey control.
 GC2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2305.See file dsdata.txt to determine how the superseded data were derived.
 GC2305
 GC2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1696696504(NAD 83)
 GC2305_MARKER: 91 = CHURCH CROSS
 GC2305
 GC2305  HISTORY     - Date     Condition        Report By
 GC2305  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2305
 GC2305                          STATION DESCRIPTION
 GC2305
 GC2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2305'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHWEST OF THE
 GC2305'DOWNTOWN SECTION OF NASHVILLE AND NEAR THE INTERSECTION OF WOODMONT
 GC2305'BLVD. AND U.S. HIGHWAY 431.  THE SPIRE IS PAINTED WHITE IN COLOR AND
 GC2305'IS 210 FEET IN OVERALL HEIGHT.  THE TOP OF THE CROSS WAS THE POINT OF
 GC2305'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1590 ***********************************************************************
 FC1590  DESIGNATION -  NAT 2
 FC1590  PID         -  FC1590
 FC1590  STATE/COUNTY-  TN/BRADLEY
 FC1590  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1590
 FC1590                         *CURRENT SURVEY CONTROL
 FC1590  ___________________________________________________________________
 FC1590* NAD 83(1995)-  35 14 13.65587(N)    084 50 50.63270(W)     ADJUSTED  
 FC1590* NAVD 88     -       241.82   (meters)     793.4    (feet)  RESET     
 FC1590  ___________________________________________________________________
 FC1590  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FC1590  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1590
 FC1590  HORZ ORDER  -  THIRD
 FC1590  VERT ORDER  -  THIRD
 FC1590
 FC1590.The horizontal coordinates were established by classical geodetic methods
 FC1590.and adjusted by the National Geodetic Survey in April 1999..
 FC1590.No horizontal observational check was made to the station.
 FC1590
 FC1590.The orthometric height was computed from unverified reset data.
 FC1590.No vertical observational check was made to the station.
 FC1590
 FC1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1590
 FC1590.The geoid height was determined by GEOID03.
 FC1590
 FC1590;                    North         East     Units Scale Factor Converg.
 FC1590;SPC TN       -   100,894.095   704,912.301   MT  1.00000230   +0 40 29.2
 FC1590;SPC TN       -   331,016.71  2,312,699.77   sFT  1.00000230   +0 40 29.2
 FC1590;UTM  16      - 3,901,463.554   695,875.676   MT  1.00007286   +1 14 32.5
 FC1590
 FC1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1590!SPC TN       -   0.99996677  x   1.00000230  =   0.99996907
 FC1590!UTM  16      -   0.99996677  x   1.00007286  =   1.00003963
 FC1590
 FC1590|---------------------------------------------------------------------|
 FC1590| PID    Reference Object                     Distance      Geod. Az  |
 FC1590|                                                           dddmmss.s |
 FC1590| FC1796 NAT 2 AZ MK                         299.364 METERS 04110     |
 FC1590| FC1591 NAT 2 RM 3                            5.586 METERS 14832     |
 FC1590| FC0601 NAT                                  45.442 METERS 19827     |
 FC1590| FC1592 NAT 2 RM 4                           12.148 METERS 29546     |
 FC1590|---------------------------------------------------------------------|
 FC1590
 FC1590                          SUPERSEDED SURVEY CONTROL
 FC1590
 FC1590  NAD 83(1995)-  35 14 13.65819(N)    084 50 50.63346(W) AD(       ) 3
 FC1590  NAD 83(1995)-  35 14 13.65731(N)    084 50 50.63369(W) AD(       ) 3
 FC1590  NAD 83(1995)-  35 14 13.65758(N)    084 50 50.63258(W) AD(       ) 3
 FC1590  NAD 83(1986)-  35 14 13.66045(N)    084 50 50.63038(W) AD(       ) 3
 FC1590  NAD 27      -  35 14 13.39761(N)    084 50 50.83165(W) AD(       ) 3
 FC1590  NGVD 29 (10/12/01)  241.86   (m)          793.5    (f) RESET       3  
 FC1590
 FC1590.Superseded values are not recommended for survey control.
 FC1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1590.See file dsdata.txt to determine how the superseded data were derived.
 FC1590
 FC1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9587601464(NAD 83)
 FC1590_MARKER: DS = TRIANGULATION STATION DISK
 FC1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1590_STAMPING: NAT 2 1979
 FC1590_PROJECTION: FLUSH
 FC1590_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FC1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1590+STABILITY: SURFACE MOTION
 FC1590
 FC1590  HISTORY     - Date     Condition        Report By
 FC1590  HISTORY     - 1979     MONUMENTED       CGS
 FC1590  HISTORY     - 1979     GOOD             NGS
 FC1590
 FC1590                          STATION DESCRIPTION
 FC1590
 FC1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1979 (CLN)
 FC1590'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CLEVELAND, ON ROAD RIGHT
 FC1590'OF WAY, 40 FEET SOUTHEAST OF POWER POLE NO 046AT12-69, 21 FEET
 FC1590'SOUTHEAST OF THE CENTERLINE OF MOUSE CREEK ROAD, 9 FEET NORTHWEST OF A
 FC1590'20 INCH MAPLE TREE, 7 FEET SOUTHWEST OF A METAL WATER COVER AND 1 FOOT
 FC1590'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 FC1590'IS STAMPED---NAT 2 1979---.
 FC1590'
 FC1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1590'HIGHWAY 60 AT CLEVELAND, GO NORTHEAST ON HIGHWAY 11 FOR 1.75 MILES TO
 FC1590'THE INTERSECTION OF MOUSE CREEK ROAD.  TURN LEFT AND FOLLOW MOUSE
 FC1590'CREEK ROAD NORTH AND NORTHEAST FOR 3.15 MILES TO TOP OF SLIGHT GRADE
 FC1590'AND THE STATION ON THE RIGHT.  CONTINUE NORTHEAST ON THE ROAD FOR 0.2
 FC1590'MILE TO THE AZIMUTH MARK ON THE LEFT.
 FC1590'
 FC1590'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 FC1590'2 INCHES, STAMPED---NAT 2 NO 3 1979---39 FEET SOUTHEAST OF THE
 FC1590'CENTERLINE OF THE ROAD, 9 FEET SOUTHEAST OF A 20 INCH MAPLE TREE AND
 FC1590'18 FEET NORTHWEST OF A 10 INCH MAPLE TREE.
 FC1590'
 FC1590'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 FC1590'2 INCHES, STAMPED---NAT 2 NO 4 1979---17 FEET NORTHWEST OF THE
 FC1590'CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE POWER POLE AND 75
 FC1590'FEET SOUTH OF THE SOUTH CORNER OF A SPLIT LEVEL HOUSE.
 FC1590'
 FC1590'THE AZIMUTH MARK IS 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FC1590'2 FEET SOUTHEAST OF POWER POLE NO 72, 4 FEET SOUTH OF A WATER METER,
 FC1590'45 FEET EAST OF THE SOUTHEAST CORNER OF A SPLIT LEVEL HOUSE AND 21
 FC1590'FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH
 FC1590'AND THE DISK IS STAMPED---NAT 2 1979---.
 FC1590
 FC1590                          STATION RECOVERY (1979)
 FC1590
 FC1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FC1590'5.8 MI NORTH FROM CLEVELAND.
 FC1590'1.75 MILES NORTHEAST ON HIGHWAY 11 FROM ITS JUNCTION WITH STATE
 FC1590'HIGHWAY 60 IN CLEVELAND, THENCE NORTH AND NORTHEAST ALONG MOUSE CREEK
 FC1590'ROAD FOR 3.15 MILES TO A SLIGHT RISE IN GRADE AND TO THE MARK,
 FC1590'40 FEET SOUTHEAST OF POWER POLE NO 046AT12-69, 21 FEET
 FC1590'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET NORTHWEST OF A
 FC1590'20-INCH MAPLE TREE, AND 7 FEET SOUTHWEST OF A METAL WATER COVER.
 FC1590'THE MARK IS 1 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1591 ***********************************************************************
 FC1591  DESIGNATION -  NAT 2 RM 3
 FC1591  PID         -  FC1591
 FC1591  STATE/COUNTY-  TN/BRADLEY
 FC1591  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1591
 FC1591                         *CURRENT SURVEY CONTROL
 FC1591  ___________________________________________________________________
 FC1591* NAD 83(1986)-  35 14 11.     (N)    084 50 51.     (W)     SCALED    
 FC1591* NAVD 88     -       241.91   (meters)     793.7    (feet)  RESET     
 FC1591  ___________________________________________________________________
 FC1591  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1591
 FC1591  VERT ORDER  -  THIRD
 FC1591
 FC1591.The horizontal coordinates were scaled from a topographic map and have
 FC1591.an estimated accuracy of +/- 6 seconds.
 FC1591
 FC1591.The orthometric height was computed from unverified reset data.
 FC1591.No vertical observational check was made to the station.
 FC1591
 FC1591.The geoid height was determined by GEOID03.
 FC1591
 FC1591;                    North         East    Units  Estimated Accuracy
 FC1591;SPC TN       -   100,810.      704,900.      MT  (+/- 180 meters Scaled)
 FC1591
 FC1591                          SUPERSEDED SURVEY CONTROL
 FC1591
 FC1591  NGVD 29 (10/12/01)  241.95   (m)          793.8    (f) RESET       3  
 FC1591
 FC1591.Superseded values are not recommended for survey control.
 FC1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1591.See file dsdata.txt to determine how the superseded data were derived.
 FC1591
 FC1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE958013(NAD 83)
 FC1591_MARKER: DR = REFERENCE MARK DISK
 FC1591_SETTING: 0 = UNSPECIFIED SETTING
 FC1591_STAMPING: NAT 2 NO 3 1979
 FC1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1591
 FC1591  HISTORY     - Date     Condition        Report By
 FC1591  HISTORY     - 1979     MONUMENTED       NGS
 FC1591
 FC1591                          STATION DESCRIPTION
 FC1591
 FC1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FC1591'5.8 MI NORTH FROM CLEVELAND.
 FC1591'1.75 MILES NORTHEAST ON HIGHWAY 11 FROM ITS JUNCTION WITH STATE
 FC1591'HIGHWAY 60 IN CLEVELAND, THENCE NORTH AND NORTHEAST ALONG MOUSE CREEK
 FC1591'ROAD FOR 3.15 MILES TO A SLIGHT RISE IN GRADE AND TO THE MARK,
 FC1591'18.3 FEET SOUTHEAST OF STATION NAT 2 1979, 39 FEET SOUTHEAST OF THE
 FC1591'CENTERLINE OF MOUSE CREEK ROAD, 9 FEET SOUTHEAST OF A 20-INCH
 FC1591'MAPLE TREE AND 18 FEET NORTHWEST OF A 10-INCH MAPLE TREE.  A
 FC1591'PRE-CAST ALUMINUM MONUMENT, WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1592 ***********************************************************************
 FC1592  DESIGNATION -  NAT 2 RM 4
 FC1592  PID         -  FC1592
 FC1592  STATE/COUNTY-  TN/BRADLEY
 FC1592  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1592
 FC1592                         *CURRENT SURVEY CONTROL
 FC1592  ___________________________________________________________________
 FC1592* NAD 83(1986)-  35 14 11.     (N)    084 50 51.     (W)     SCALED    
 FC1592* NAVD 88     -       241.90   (meters)     793.6    (feet)  RESET     
 FC1592  ___________________________________________________________________
 FC1592  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1592
 FC1592  VERT ORDER  -  THIRD
 FC1592
 FC1592.The horizontal coordinates were scaled from a topographic map and have
 FC1592.an estimated accuracy of +/- 6 seconds.
 FC1592
 FC1592.The orthometric height was computed from unverified reset data.
 FC1592.No vertical observational check was made to the station.
 FC1592
 FC1592.The geoid height was determined by GEOID03.
 FC1592
 FC1592;                    North         East    Units  Estimated Accuracy
 FC1592;SPC TN       -   100,810.      704,900.      MT  (+/- 180 meters Scaled)
 FC1592
 FC1592                          SUPERSEDED SURVEY CONTROL
 FC1592
 FC1592  NGVD 29 (10/12/01)  241.94   (m)          793.8    (f) RESET       3  
 FC1592
 FC1592.Superseded values are not recommended for survey control.
 FC1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1592.See file dsdata.txt to determine how the superseded data were derived.
 FC1592
 FC1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE958013(NAD 83)
 FC1592_MARKER: DR = REFERENCE MARK DISK
 FC1592_SETTING: 0 = UNSPECIFIED SETTING
 FC1592_STAMPING: NAT 2 NO 4 1979
 FC1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1592
 FC1592  HISTORY     - Date     Condition        Report By
 FC1592  HISTORY     - 1979     MONUMENTED       NGS
 FC1592
 FC1592                          STATION DESCRIPTION
 FC1592
 FC1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FC1592'5.8 MI NORTH FROM CLEVELAND.
 FC1592'1.75 MILES NORTHEAST ON HIGHWAY 11 FROM ITS JUNCTION WITH STATE
 FC1592'HIGHWAY 60 IN CLEVELAND, THENCE NORTH AND NORTHEAST ALONG MOUSE CREEK
 FC1592'ROAD FOR 3.15 MILES TO A SLIGHT RISE IN GRADE AND TO THE MARK,
 FC1592'39.9 FEET WEST OF STATION NAT 2 1979, A PRE-CAST ALUMINUM MONUMENT,
 FC1592'17 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST
 FC1592'OF POWER POLE NO 046AT12-69, AND 75 FEET SOUTH OF THE SOUTHCORNER
 FC1592'OF A SPLIT LEVEL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0603 ***********************************************************************
 FC0603  DESIGNATION -  NAT AZ MK
 FC0603  PID         -  FC0603
 FC0603  STATE/COUNTY-  TN/BRADLEY
 FC0603  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0603
 FC0603                         *CURRENT SURVEY CONTROL
 FC0603  ___________________________________________________________________
 FC0603* NAD 83(1986)-  35 13 54.     (N)    084 51 04.     (W)     SCALED    
 FC0603* NAVD 88     -       242.153  (meters)     794.46   (feet)  ADJUSTED  
 FC0603  ___________________________________________________________________
 FC0603  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0603  DYNAMIC HT  -         241.915 (meters)     793.68  (feet)  COMP
 FC0603  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 FC0603
 FC0603  VERT ORDER  -  SECOND    CLASS 0
 FC0603
 FC0603.The horizontal coordinates were scaled from a topographic map and have
 FC0603.an estimated accuracy of +/- 6 seconds.
 FC0603
 FC0603.The orthometric height was determined by differential leveling
 FC0603.and adjusted by the National Geodetic Survey in June 1991..
 FC0603
 FC0603.The geoid height was determined by GEOID03.
 FC0603
 FC0603.The dynamic height is computed by dividing the NAVD 88
 FC0603.geopotential number by the normal gravity value computed on the
 FC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0603.degrees latitude (g = 980.6199 gals.).
 FC0603
 FC0603.The modeled gravity was interpolated from observed gravity values.
 FC0603
 FC0603;                    North         East    Units  Estimated Accuracy
 FC0603;SPC TN       -   100,280.      704,580.      MT  (+/- 180 meters Scaled)
 FC0603
 FC0603                          SUPERSEDED SURVEY CONTROL
 FC0603
 FC0603  NGVD 29 (??/??/92)  242.188  (m)          794.58   (f) ADJ UNCH    2 0
 FC0603
 FC0603.Superseded values are not recommended for survey control.
 FC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0603.See file dsdata.txt to determine how the superseded data were derived.
 FC0603
 FC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE955008(NAD 83)
 FC0603_MARKER: DZ = AZIMUTH MARK DISK
 FC0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0603_STAMPING: NAT 1961
 FC0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0603+STABILITY: SURFACE MOTION
 FC0603
 FC0603  HISTORY     - Date     Condition        Report By
 FC0603  HISTORY     - 1961     MONUMENTED       CGS
 FC0603  HISTORY     - 1967     GOOD             NGS
 FC0603  HISTORY     - 1983     GOOD             USPSQD
 FC0603
 FC0603                          STATION DESCRIPTION
 FC0603
 FC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0603'5.4 MI N FROM CLEVELAND.
 FC0603'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0603'ROUTE 60 AT THE WEST EDGE OF CLEVELAND, GO NORTHEASTERLY ON U.S.
 FC0603'HIGHWAY 11 FOR 3.1 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE
 FC0603'NORTHEASTERLY ON THE HIGHWAY FOR 0.1 MILE TO A CROSSROAD.  HERE
 FC0603'TURN LEFT AND GO NORTHWESTERLY ON AN OILED ROAD FOR 0.85 MILE TO
 FC0603'THE VALLEY HEAD SCHOOL ON THE RIGHT AND A CHURCH ON THE LEFT.
 FC0603'HERE TURN RIGHT ON AN OILED ROAD AND GO NORTHEASTERLY FOR 1.8
 FC0603'MILES TO THE MARK ON THE LEFT.  IT IS 34 FEET WEST OF THE
 FC0603'APPROXIMATE CENTER OF THE OILED ROAD, 26 FEET SOUTH OF THE
 FC0603'APPROXIMATE CENTER OF A FARM DRIVE, 11.3 FEET WEST OF A METAL
 FC0603'WITNESS POST AND SIGN IN FENCE LINE, AND 1.3 FEET EAST OF A
 FC0603'POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0603'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0603'STAMPED NAT 1961.
 FC0603
 FC0603                          STATION RECOVERY (1983)
 FC0603
 FC0603'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1015 ***********************************************************************
 FD1015  DESIGNATION -  NATCHEZ
 FD1015  PID         -  FD1015
 FD1015  STATE/COUNTY-  TN/WAYNE
 FD1015  USGS QUAD   -  OVILLA (1976)
 FD1015
 FD1015                         *CURRENT SURVEY CONTROL
 FD1015  ___________________________________________________________________
 FD1015* NAD 83(1995)-  35 19 15.17141(N)    087 34 50.28218(W)     ADJUSTED  
 FD1015* NAVD 88     -       308.977  (meters)    1013.70   (feet)  ADJUSTED  
 FD1015  ___________________________________________________________________
 FD1015  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FD1015  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1015  DYNAMIC HT  -         308.685 (meters)    1012.74  (feet)  COMP
 FD1015  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FD1015
 FD1015  HORZ ORDER  -  SECOND
 FD1015  VERT ORDER  -  SECOND    CLASS 0
 FD1015
 FD1015.The horizontal coordinates were established by classical geodetic methods
 FD1015.and adjusted by the National Geodetic Survey in April 1999..
 FD1015
 FD1015.The orthometric height was determined by differential leveling
 FD1015.and adjusted by the National Geodetic Survey in June 1991..
 FD1015
 FD1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1015
 FD1015.The geoid height was determined by GEOID03.
 FD1015
 FD1015.The dynamic height is computed by dividing the NAVD 88
 FD1015.geopotential number by the normal gravity value computed on the
 FD1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1015.degrees latitude (g = 980.6199 gals.).
 FD1015
 FD1015.The modeled gravity was interpolated from observed gravity values.
 FD1015
 FD1015;                    North         East     Units Scale Factor Converg.
 FD1015;SPC TN       -   110,729.052   456,280.316   MT  0.99998825   -0 55 31.3
 FD1015;SPC TN       -   363,283.56  1,496,979.67   sFT  0.99998825   -0 55 31.3
 FD1015;UTM  16      - 3,908,783.097   447,223.561   MT  0.99963432   -0 20 08.5
 FD1015
 FD1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1015!SPC TN       -   0.99995587  x   0.99998825  =   0.99994412
 FD1015!UTM  16      -   0.99995587  x   0.99963432  =   0.99959021
 FD1015
 FD1015|---------------------------------------------------------------------|
 FD1015| PID    Reference Object                     Distance      Geod. Az  |
 FD1015|                                                           dddmmss.s |
 FD1015| FD1014 NATCHEZ RM 2                         55.236 METERS 01256     |
 FD1015| FD1342 NATCHEZ RM 3                          5.340 METERS 06925     |
 FD1015| FD1016 NATCHEZ RM 1                         28.122 METERS 14926     |
 FD1015| FD1341 NATCHEZ AZ MK RESET                                1811715.6 |
 FD1015| FD1013 NATCHEZ AZ MK                                      3130613.7 |
 FD1015|---------------------------------------------------------------------|
 FD1015
 FD1015                          SUPERSEDED SURVEY CONTROL
 FD1015
 FD1015  NAD 83(1995)-  35 19 15.17563(N)    087 34 50.28428(W) AD(       ) 2
 FD1015  NAD 83(1995)-  35 19 15.17560(N)    087 34 50.28419(W) AD(       ) 2
 FD1015  NAD 83(1995)-  35 19 15.17664(N)    087 34 50.28406(W) AD(       ) 2
 FD1015  NAD 83(1986)-  35 19 15.18193(N)    087 34 50.28276(W) AD(       ) 2
 FD1015  NAD 27      -  35 19 14.90080(N)    087 34 50.21250(W) AD(       ) 2
 FD1015  NGVD 29 (??/??/92)  308.936  (m)         1013.57   (f) ADJ UNCH    2 0
 FD1015
 FD1015.Superseded values are not recommended for survey control.
 FD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1015.See file dsdata.txt to determine how the superseded data were derived.
 FD1015
 FD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4722408783(NAD 83)
 FD1015_MARKER: DD = SURVEY DISK
 FD1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1015_STAMPING: NATCHEZ 1962
 FD1015_MARK LOGO: TNHD  
 FD1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1015+STABILITY: SURFACE MOTION
 FD1015
 FD1015  HISTORY     - Date     Condition        Report By
 FD1015  HISTORY     - 1962     MONUMENTED       TNHD
 FD1015  HISTORY     - 1962     GOOD             CGS
 FD1015  HISTORY     - 1978     GOOD             NGS
 FD1015  HISTORY     - 1978     GOOD             TNDT
 FD1015
 FD1015                          STATION DESCRIPTION
 FD1015
 FD1015'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1015'THE STATION IS LOCATED ABOUT 12 MILES EAST OF WAYNESBORO.
 FD1015'
 FD1015'TO REACH THE STATION FROM WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO
 FD1015'12.1 MILES EAST ON U S
 FD1015'HIGHWAY 64 TO THE NATCHEZ TRACE PARKWAY BRIDGE AND THE
 FD1015'STATION ON THE RIGHT.
 FD1015'
 FD1015'THE STATION IS 53 FEET EAST OF A 24-INCH OAK TREE, 33 FEET WEST OF
 FD1015'THE APPROXIMATE
 FD1015'CENTER OF THE SOUTH END OF THE NATCHEZ TRACE PARKWAY
 FD1015'BRIDGE, 18.9 FEET SOUTH OF A
 FD1015'WITNESS POST, AND 14.5 FEET WEST OF THE
 FD1015'SOUTHWEST CORNER OF THE BRIDGE.  SURFACE AND
 FD1015'UNDERGROUND MARKS ARE
 FD1015'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FD1015'SURFACE MARK DISK IS SET
 FD1015'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1015'
 FD1015'REFERENCE MARK NO 1 IS 65 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1015'THE SOUTH END OF THE NATCHEZ
 FD1015'TRACE PARKWAY BRIDGE AND 27 FEET EAST OF THE
 FD1015'APPROXIMATE CENTER OF NATCHEZ TRACE
 FD1015'PARKWAY.  THE MARK IS A STANDARD
 FD1015'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 FD1015'SQUARE, FLUSH,
 FD1015'CONCRETE MONUMENT AND THE DISK IS STAMPED NATCHEZ RM 1 1962.
 FD1015'
 FD1015'REFERENCE MARK NO 2 IS 90 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD1015'HIGHWAY 64 AND 32 FEET
 FD1015'WEST OF THE APPROXIMATE CENTER OF THE NATCHEZ TRACE
 FD1015'PARKWAY BRIDGE.  THE MARK IS A
 FD1015'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1015'DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT
 FD1015'THAT PROJECTS 2
 FD1015'INCHES AND THE DISK IS STAMPED NATCHEZ RM 2 1962.
 FD1015'
 FD1015'THE AZIMUTH MARK IS 60 FEET NORTHWEST OF THE NATCHEZ TRACE PARKWAY
 FD1015'SIGN, 43 FEET NORTH OF
 FD1015'THE APPROXIMATE CENTER OF U S HIGHWAY 64 AND 42 FEET
 FD1015'SOUTHEAST OF A WITNESS POST.
 FD1015'THE MARK IS A STANDARD TENNESSEE
 FD1015'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 FD1015'SQUARE, FLUSH, CONCRETE
 FD1015'MONUMENT AND THE DISK IS STAMPED NATCHEZ AZI 1962.
 FD1015'
 FD1015'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE WEST ON U S
 FD1015'HIGHWAY 64 TO THE MARK ON THE RIGHT.
 FD1015'
 FD1015'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1015'
 FD1015'HEIGHT OF LIGHT ABOVE STATION MARK 31.03 METERS.
 FD1015
 FD1015                          STATION RECOVERY (1962)
 FD1015
 FD1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FD1015'12 MI E FROM WAYNESBORO.
 FD1015'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1015'HIGHWAY 64 FOR 12.1 MILES TO THE NATCHEZ TRACE PARKWAY BRIDGE
 FD1015'AND THE MARK ON THE RIGHT.  THE STATION MARK IS 33 FEET WEST OF
 FD1015'THE CENTERLINE OF A PAVED ROAD AT THE SOUTH END OF THE NATCHEZ
 FD1015'TRACE PARKWAY BRIDGE, 53 FEET EAST OF A 24-INCH OAK TREE, 14.5
 FD1015'FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE AND 19 FEET
 FD1015'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1015'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD1015'FLUSH WITH THE GROUND.
 FD1015
 FD1015                          STATION RECOVERY (1978)
 FD1015
 FD1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FD1015'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FD1015'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 FD1015'DESTROYED BY GRADING.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 FD1015'BUT THE 1962 DISTANCE HAD TO BE USED DUE TO HEAVY TRAFFIC.
 FD1015'REFERENCE MARK 3 WAS SET.  THE AZIMUTH MARK WAS IN THE WAY OF
 FD1015'ROAD WORK AND WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.  A NEW
 FD1015'DESCRIPTION FOLLOWS--
 FD1015'
 FD1015'THE STATION IS LOCATED 12.1 MILES EAST OF WAYNESBORO, IN THE
 FD1015'SOUTHWEST ANGLE OF THE INTERSECTION OF U. S. HIGHWAY 64 AND THE
 FD1015'NATCHEZ TRACE PARKWAY, 53 FEET EAST OF A 24 INCH OAK TREE, 15 FEET
 FD1015'WEST OF THE SOUTHWEST CORNER OF BRIDGE (OVERPASS OF NATCHEZ TRACE
 FD1015'PARKWAY OVER HIGHWAY 64) AND 33 FEET WEST OF THE CENTERLINE OF
 FD1015'THE PARKWAY.  THE MONUMENT IS FLUSH AND THE DISK A STANDARD TENN.
 FD1015'HWY.  DEPT. IS STAMPED NATCHEZ 1962.
 FD1015'
 FD1015'REFERENCE MARK 1 IS A STANDARD TENN. HWY. DEPT. DISK SET IN THE TOP
 FD1015'OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND, STAMPED NATCHEZ
 FD1015'RM-1 1962, 65 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF THE
 FD1015'OVERPASS AND 27 FEET EAST OF THE CENTERLINE OF THE PARKWAY.
 FD1015'
 FD1015'REFERENCE MARK 3 IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE
 FD1015'TOP OF THE CONCRETE WALK OF THE SOUTHWEST ABUTTMENT OF THE OVERPASS,
 FD1015'15 FEET NORTH OF THE SOUTHWEST END OF THE OVERPASS AND 15 FEET WEST
 FD1015'OF THE CENTERLINE OF THE OVERPASS.  THE DISK IS STAMPED NATCHEZ
 FD1015'THD 1962 NO 3 1978.
 FD1015'
 FD1015'THE AZIMUTH MARK IS LOCATED 0.25 MILE SOUTH ALONG THE PARKWAY FROM
 FD1015'THE STATION, A STANDARD NGS DISK STAMPED NATCHEZ THD 1962 NO 2 1978,
 FD1015'SET ON THE TOP AND IN THE EAST END OF A CONCRETE HEADWALL, 1 FOOT
 FD1015'WEST OF THE EAST END, 54 FEET EAST OF THE CENTERLINE OF THE
 FD1015'PARKWAY AND 32 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 64
 FD1015'EXIT RAMP.
 FD1015'
 FD1015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES EAST OF
 FD1015'WAYNESBORO.
 FD1015'
 FD1015'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD1015
 FD1015                          STATION RECOVERY (1978)
 FD1015
 FD1015'RECOVERY NOTE BY TN DEPT OF TRANSP 1978
 FD1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2229 ***********************************************************************
 FE2229  DESIGNATION -  NATCHEZ
 FE2229  PID         -  FE2229
 FE2229  STATE/COUNTY-  TN/HENDERSON
 FE2229  USGS QUAD   -  YUMA (1986)
 FE2229
 FE2229                         *CURRENT SURVEY CONTROL
 FE2229  ___________________________________________________________________
 FE2229* NAD 83(1995)-  35 47 04.48666(N)    088 16 31.04113(W)     ADJUSTED  
 FE2229* NAVD 88     -       214.5    (meters)     704.     (feet)  VERTCON   
 FE2229  ___________________________________________________________________
 FE2229  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2229  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2229
 FE2229  HORZ ORDER  -  SECOND
 FE2229
 FE2229.The horizontal coordinates were established by classical geodetic methods
 FE2229.and adjusted by the National Geodetic Survey in April 1999..
 FE2229
 FE2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2229
 FE2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2229
 FE2229.The geoid height was determined by GEOID03.
 FE2229
 FE2229;                    North         East     Units Scale Factor Converg.
 FE2229;SPC TN       -   163,405.193   394,324.123   MT  0.99994877   -1 19 55.4
 FE2229;SPC TN       -   536,105.20  1,293,711.73   sFT  0.99994877   -1 19 55.4
 FE2229;UTM  16      - 3,960,805.707   384,746.402   MT  0.99976368   -0 44 44.9
 FE2229
 FE2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2229!SPC TN       -   0.99997077  x   0.99994877  =   0.99991954
 FE2229!UTM  16      -   0.99997077  x   0.99976368  =   0.99973445
 FE2229
 FE2229:                Primary Azimuth Mark                     Grid Az
 FE2229:SPC TN       -  NATCHEZ AZ MK                            009 24 59.4
 FE2229:UTM  16      -  NATCHEZ AZ MK                            008 49 48.9
 FE2229
 FE2229|---------------------------------------------------------------------|
 FE2229| PID    Reference Object                     Distance      Geod. Az  |
 FE2229|                                                           dddmmss.s |
 FE2229| CG4645 NATCHEZ AZ MK                                      0080504.0 |
 FE2229| FE2227 AMS 232                              45.583 METERS 01329     |
 FE2229| CG4646 NATCHEZ RM 1                         24.822 METERS 08311     |
 FE2229| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX. 1.9 KM 1851616.1 |
 FE2229| FE2231 DOUGLAS                             APPROX.15.8 KM 2740717.9 |
 FE2229|---------------------------------------------------------------------|
 FE2229
 FE2229                          SUPERSEDED SURVEY CONTROL
 FE2229
 FE2229  NAD 83(1995)-  35 47 04.48873(N)    088 16 31.04758(W) AD(       ) 2
 FE2229  NAD 83(1986)-  35 47 04.49678(N)    088 16 31.04199(W) AD(       ) 2
 FE2229  NAD 27      -  35 47 04.26220(N)    088 16 30.88280(W) AD(       ) 2
 FE2229  NGVD 29 (07/19/86)  214.5    (m)          704.     (f) VERT ANG       
 FE2229
 FE2229.Superseded values are not recommended for survey control.
 FE2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2229.See file dsdata.txt to determine how the superseded data were derived.
 FE2229
 FE2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8474660806(NAD 83)
 FE2229_MARKER: DS = TRIANGULATION STATION DISK
 FE2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2229
 FE2229  HISTORY     - Date     Condition        Report By
 FE2229  HISTORY     - 1959     MONUMENTED       CGS
 FE2229  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FE2229  HISTORY     - 1972     GOOD             TVA
 FE2229
 FE2229                          STATION DESCRIPTION
 FE2229
 FE2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2229'THE STATION IS LOCATED IN THE NATCHEZ STATE FOREST ABOUT 21 MILES
 FE2229'SOUTH-SOUTHWEST OF CAMDEN AND 1 MILE NORTH OF THE STATE FOREST
 FE2229'PARK HEADQUARTERS. IT IS 132 FEET EAST OF THE CENTER OF A GRAVELED
 FE2229'ROAD, 25 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 2 FEET
 FE2229'NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK SET IN THE TOP OF
 FE2229'A SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE2229'IS STAMPED NATCHEZ 1959.
 FE2229'
 FE2229'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF A GRAVELED ROAD. IT IS A
 FE2229'STANDARD DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 FE2229'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED NATCHEZ NO 1
 FE2229'1959.
 FE2229'
 FE2229'AMS 232 1946 US-TVA MARK WAS USED AS REFERENCE MARK NO. 2. IT IS 60
 FE2229'FEET EAST OF A GRAVELED ROAD AND 21 FEET SOUTHWEST OF A GRAVELED
 FE2229'ROAD. IT IS A SQUARE BRONZE TABLET SET IN THE TOP OF A SQUARE
 FE2229'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 FE2229'STAMPED AMS 232 1946 US-TVA.
 FE2229'
 FE2229'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 FE2229'2 FEET SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK SET
 FE2229'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 FE2229'GROUND AND IS STAMPED NATCHEZ 1959.
 FE2229'
 FE2229'TO REACH THE STATION FROM THE NATCHEZ STATE FOREST PARK HEADQUARTERS,
 FE2229'GO NORTH ON THE CAMDEN ROAD FOR 0.15 MILE TO A FORK, TAKE RIGHT
 FE2229'FORK AND GO 1.2 MILES TO A T ROAD RIGHT AND SIGN TAYLOR TRAIL, TURN
 FE2229'RIGHT AND GO ABOUT 40 YARDS TO THE MARK AS DESCRIBED.
 FE2229'
 FE2229'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 FE2229'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE2229'
 FE2229'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE2229
 FE2229                          STATION RECOVERY (1968)
 FE2229
 FE2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2229'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2229'CONDITION. THE STATION AND ALL MARKS WERE IN DANGER OF BEING
 FE2229'DESTROYED BY THE CONSTRUCTION OF A NEW ROAD LEADING INTO THE NATCHEZ
 FE2229'TRACE STATE FOREST PARK HEADQUARTERS FROM INTERSTATE ROUTE 40.
 FE2229'A MINOR CHANGE WAS REQUESTED IN THE ALIGNMENT FOR THIS ROAD AND THE
 FE2229'CHANGE ALLOWED. THIS STATION AND ALL MARKS ARE NOW COMPLETELY
 FE2229'SAFE FOR FUTURE USE IN THEIR EXACT ORIGINAL POSITIONS.
 FE2229'
 FE2229'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2229'
 FE2229'THE STATION IS LOCATED IN THE NATCHEZ TRACE STATE FOREST PARK ABOUT
 FE2229'21 MILES SOUTH-SOUTHWEST OF CAMDEN, 17 MILES SOUTHEAST OF
 FE2229'HUNTINGDON, 11 MILES NORTH-NORTHWEST OF PARSONS, 11 MILES
 FE2229'NORTH-NORTHEAST OF LEXINGTON, 2.6 MILES SOUTH OF THE NATCHEZ
 FE2229'TRACE PARK HEADQUARTERS ROAD AND INTERSTATE ROUTE 40 INTERCHANGE, AND
 FE2229'1.35 MILES NORTH OF THE PARK HEADQUARTERS COMPLEX.
 FE2229'
 FE2229'TO REACH THE STATION FROM THE NATCHEZ TRACE STATE FOREST PARK
 FE2229'HEADQUARTERS OFFICE, GO NORTHERLY ON A PAVED ROAD FOR 0.15 OF A
 FE2229'MILE TO A FORK. HERE KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FE2229'THE PAVED ROAD FOR 1.2 MILES TO A GRADED T ROAD RIGHT AND SIGN
 FE2229'TAYLORS TRAIL, AND THE STATION ABOUT 45 YARDS ON THE RIGHT IN THE
 FE2229'SOUTHEAST ANGLE OF THIS INTERSECTION.
 FE2229'
 FE2229'THE STATION IS 136 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 FE2229'THE INTERSECTION OF THE PAVED ROAD AND TAYLORS TRAIL, 28 FEET
 FE2229'SOUTH OF THE APPROXIMATE CENTER OF TAYLORS TRAIL, ABOUT 5 FEET ABOVE
 FE2229'THE LEVEL OF THE ROAD, AND 0.7 OF A FOOT NORTH OF A METAL WITNESS
 FE2229'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2229'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2229'NATCHEZ 1959.
 FE2229'
 FE2229'REFERENCE MARK NO. 1 IS 217 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FE2229'CENTER OF THE INTERSECTION OF THE PAVED ROAD AND TAYLORS TRAIL,
 FE2229'18 FEET SOUTH OF THE APPROXIMATE CENTER OF TAYLORS TRAIL, ABOUT 3
 FE2229'FEET ABOVE THE LEVEL OF THE ROAD, AND 0.7 OF A FOOT NORTH OF A
 FE2229'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FE2229'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 FE2229'THE DISK IS STAMPED NATCHEZ NO 1 1959.
 FE2229'
 FE2229'AMS 232 1946 US-TVA MARK WAS USED AS REFERENCE MARK NO. 2. IT IS IN A
 FE2229'SMALL WOODED TRIANGLE FORMED BY A LEAD-IN SHUNT ROAD, TAYLORS
 FE2229'TRAIL AND THE PAVED ROAD NORTH OF THE STATION, 49 FEET EAST OF THE
 FE2229'APPROXIMATE CENTER OF THE PAVED ROAD, 19 FEET SOUTHWEST OF THE
 FE2229'APPROXIMATE CENTER OF THE SHUNT ROAD, AND 0.8 OF A FOOT NORTH OF A
 FE2229'METAL WITNESS POST AND SIGN. IT IS A 2-1/2 X 2-1/2 INCH SQUARE BRONZE
 FE2229'TABLET SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2229'PROJECTS 5 INCHES AND THE TABLET IS STAMPED AMS 232 1946 US-TVA.
 FE2229'
 FE2229'THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY OF THE PAVED ROAD
 FE2229'ABOUT 0.15 OF A MILE NORTH OF THE STATION, 48 FEET EAST OF A
 FE2229'16-INCH WHITE OAK TREE, 38 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE2229'PAVED ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND 0.9
 FE2229'OF A FOOT EAST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2229'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2229'PROJECTS 2 INCHES AND THE DISK IS STAMPED NATCHEZ 1959.
 FE2229'
 FE2229'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON THE
 FE2229'PAVED ROAD FOR 0.15 OF A MILE TO THE MARK ON THE LEFT AS
 FE2229'DESCRIBED.
 FE2229'
 FE2229'DUE TO THE DENSE WOODS ON LINE BETWEEN REFERENCE MARK NO. 1 AND AMS
 FE2229'232 1946 US-TVA MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN
 FE2229'THESE MARKS.
 FE2229'
 FE2229'NOTE- THE ROAD REFERRED TO AS THE PAVED ROAD IN THIS DESCRIPTION IS
 FE2229'UNDER CONSTRUCTION AND WILL BE PAVED IN ITS ENTIRETY WHEN
 FE2229'CONSTRUCTION IS COMPLETED.
 FE2229'
 FE2229'THIS WAS NOT AN OCCUPIED STATION.
 FE2229'
 FE2229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 11 MILES NNE.
 FE2229'OF LEXINGTON.
 FE2229
 FE2229                          STATION RECOVERY (1972)
 FE2229
 FE2229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (LT)
 FE2229'CONDITION OF POINT WHEN FOUND GOOD.
 FE2229'
 FE2229'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT NATCHEZ 1959.
 FE2229'
 FE2229'ORIG DESC IS GOOD.
 FE2229'
 FE2229'NATCHEZ AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2229'
 FE2229'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT NATCHEZ 1959.
 FE2229'
 FE2229'ADD--
 FE2229'5 FT HIGHER THAN ROAD.
 FE2229'
 FE2229'NATCHEZ RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2229'
 FE2229'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT NATCHEZ NO. 1
 FE2229'1959.
 FE2229'
 FE2229'ADD--
 FE2229'19.6 S 65 W OF 10 INCH POST OAK.
 FE2229'
 FE2229'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.4 MILES NORTH OF
 FE2229'NATCHEZ TRACE PARK HDQRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1016 ***********************************************************************
 FD1016  DESIGNATION -  NATCHEZ RM 1
 FD1016  PID         -  FD1016
 FD1016  STATE/COUNTY-  TN/WAYNE
 FD1016  USGS QUAD   -  OVILLA (1976)
 FD1016
 FD1016                         *CURRENT SURVEY CONTROL
 FD1016  ___________________________________________________________________
 FD1016* NAD 83(1986)-  35 19 16.     (N)    087 34 51.     (W)     SCALED    
 FD1016* NAVD 88     -       308.941  (meters)    1013.58   (feet)  ADJUSTED  
 FD1016  ___________________________________________________________________
 FD1016  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1016  DYNAMIC HT  -         308.649 (meters)    1012.63  (feet)  COMP
 FD1016  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FD1016
 FD1016  VERT ORDER  -  SECOND    CLASS 0
 FD1016
 FD1016.The horizontal coordinates were scaled from a topographic map and have
 FD1016.an estimated accuracy of +/- 6 seconds.
 FD1016
 FD1016.The orthometric height was determined by differential leveling
 FD1016.and adjusted by the National Geodetic Survey in June 1991..
 FD1016
 FD1016.The geoid height was determined by GEOID03.
 FD1016
 FD1016.The dynamic height is computed by dividing the NAVD 88
 FD1016.geopotential number by the normal gravity value computed on the
 FD1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1016.degrees latitude (g = 980.6199 gals.).
 FD1016
 FD1016.The modeled gravity was interpolated from observed gravity values.
 FD1016
 FD1016;                    North         East    Units  Estimated Accuracy
 FD1016;SPC TN       -   110,760.      456,260.      MT  (+/- 180 meters Scaled)
 FD1016
 FD1016                          SUPERSEDED SURVEY CONTROL
 FD1016
 FD1016  NGVD 29 (??/??/92)  308.900  (m)         1013.45   (f) ADJ UNCH    2 0
 FD1016
 FD1016.Superseded values are not recommended for survey control.
 FD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1016.See file dsdata.txt to determine how the superseded data were derived.
 FD1016
 FD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE472088(NAD 83)
 FD1016_MARKER: DD = SURVEY DISK
 FD1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1016_STAMPING: NATCHEZ RM 1 1962
 FD1016_MARK LOGO: TNHD  
 FD1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1016+STABILITY: SURFACE MOTION
 FD1016
 FD1016  HISTORY     - Date     Condition        Report By
 FD1016  HISTORY     - 1962     MONUMENTED       TNHD
 FD1016  HISTORY     - 1978     GOOD
 FD1016
 FD1016                          STATION DESCRIPTION
 FD1016
 FD1016'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1016'12 MI E FROM WAYNESBORO.
 FD1016'THIS MARK IS LOCATED AT THE NATCHEZ 1962 STATION SITE, 27 FEET
 FD1016'EAST OF THE CENTERLINE OF NATCHEZ TRACE PARKWAY, 65 FEET SOUTHEAST
 FD1016'OF THE SOUTH END OF THE NATCHEZ TRACE PARKWAY BRIDGE AND 92 FEET
 FD1016'SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD1016'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD1016'MONUMENT, FLUSH WITH THE GROUND.
 FD1016
 FD1016                          STATION RECOVERY (1978)
 FD1016
 FD1016'RECOVERED 1978
 FD1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1014 ***********************************************************************
 FD1014  DESIGNATION -  NATCHEZ RM 2
 FD1014  PID         -  FD1014
 FD1014  STATE/COUNTY-  TN/WAYNE
 FD1014  USGS QUAD   -  OVILLA (1976)
 FD1014
 FD1014                         *CURRENT SURVEY CONTROL
 FD1014  ___________________________________________________________________
 FD1014* NAD 83(1986)-  35 19 20.     (N)    087 34 57.     (W)     SCALED    
 FD1014* NAVD 88     -       304.466  (meters)     998.90   (feet)  ADJUSTED  
 FD1014  ___________________________________________________________________
 FD1014  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1014  DYNAMIC HT  -         304.178 (meters)     997.96  (feet)  COMP
 FD1014  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FD1014
 FD1014  VERT ORDER  -  SECOND    CLASS 0
 FD1014
 FD1014.The horizontal coordinates were scaled from a topographic map and have
 FD1014.an estimated accuracy of +/- 6 seconds.
 FD1014
 FD1014.The orthometric height was determined by differential leveling
 FD1014.and adjusted by the National Geodetic Survey in June 1991..
 FD1014
 FD1014.The geoid height was determined by GEOID03.
 FD1014
 FD1014.The dynamic height is computed by dividing the NAVD 88
 FD1014.geopotential number by the normal gravity value computed on the
 FD1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1014.degrees latitude (g = 980.6199 gals.).
 FD1014
 FD1014.The modeled gravity was interpolated from observed gravity values.
 FD1014
 FD1014;                    North         East    Units  Estimated Accuracy
 FD1014;SPC TN       -   110,880.      456,110.      MT  (+/- 180 meters Scaled)
 FD1014
 FD1014                          SUPERSEDED SURVEY CONTROL
 FD1014
 FD1014  NGVD 29 (??/??/92)  304.426  (m)          998.77   (f) ADJ UNCH    2 0
 FD1014
 FD1014.Superseded values are not recommended for survey control.
 FD1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1014.See file dsdata.txt to determine how the superseded data were derived.
 FD1014
 FD1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE470089(NAD 83)
 FD1014_MARKER: DD = SURVEY DISK
 FD1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1014_STAMPING: NATCHEZ RM 2 1962
 FD1014_MARK LOGO: TNHD  
 FD1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1014+STABILITY: SURFACE MOTION
 FD1014
 FD1014  HISTORY     - Date     Condition        Report By
 FD1014  HISTORY     - 1962     MONUMENTED       TNHD
 FD1014  HISTORY     - 1978     MARK NOT FOUND
 FD1014
 FD1014                          STATION DESCRIPTION
 FD1014
 FD1014'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1014'12 MI E FROM WAYNESBORO.
 FD1014'THIS MARK IS LOCATED AT THE NATCHEZ 1962 STATION SITE, 90 FEET
 FD1014'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 32 FEET WEST OF THE
 FD1014'CENTER OF THE NATCHEZ TRACE PARKWAY BRIDGE AND 181 FEET NORTH
 FD1014'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1014'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT
 FD1014'THAT PROJECTS 2-INCHES ABOVE THE GROUND.
 FD1014
 FD1014                          STATION RECOVERY (1978)
 FD1014
 FD1014'RECOVERED 1978
 FD1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1342 ***********************************************************************
 FD1342  DESIGNATION -  NATCHEZ RM 3
 FD1342  PID         -  FD1342
 FD1342  STATE/COUNTY-  TN/WAYNE
 FD1342  USGS QUAD   -  OVILLA (1976)
 FD1342
 FD1342                         *CURRENT SURVEY CONTROL
 FD1342  ___________________________________________________________________
 FD1342* NAD 83(1986)-  35 19 20.     (N)    087 34 57.     (W)     SCALED    
 FD1342* NAVD 88     -       309.97   (meters)    1017.0    (feet)  RESET     
 FD1342  ___________________________________________________________________
 FD1342  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1342
 FD1342  VERT ORDER  -  THIRD
 FD1342
 FD1342.The horizontal coordinates were scaled from a topographic map and have
 FD1342.an estimated accuracy of +/- 6 seconds.
 FD1342
 FD1342.The orthometric height was computed from unverified reset data.
 FD1342.No vertical observational check was made to the station.
 FD1342
 FD1342.The geoid height was determined by GEOID03.
 FD1342
 FD1342;                    North         East    Units  Estimated Accuracy
 FD1342;SPC TN       -   110,880.      456,110.      MT  (+/- 180 meters Scaled)
 FD1342
 FD1342                          SUPERSEDED SURVEY CONTROL
 FD1342
 FD1342  NGVD 29 (10/12/01)  309.93   (m)         1016.8    (f) RESET       3  
 FD1342
 FD1342.Superseded values are not recommended for survey control.
 FD1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1342.See file dsdata.txt to determine how the superseded data were derived.
 FD1342
 FD1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE470089(NAD 83)
 FD1342_MARKER: DB = BENCH MARK DISK
 FD1342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1342_SP_SET: ABUTMENT
 FD1342_STAMPING: NATCHEZ THD 1962 NO 3 1978
 FD1342_MARK LOGO: NGS   
 FD1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1342+STABILITY: SURFACE MOTION
 FD1342
 FD1342  HISTORY     - Date     Condition        Report By
 FD1342  HISTORY     - 1978     MONUMENTED       NGS
 FD1342
 FD1342                          STATION DESCRIPTION
 FD1342
 FD1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FD1342'12.1 MI EAST FROM WAYNESBORO.
 FD1342'12.1 MILES EAST OF WAYNESBORO, IN THE CONCRETE WALK OF THE SOUTHWEST
 FD1342'ABUTMENT OF THE OVERPASS BRIDGE OF THE NATCHEZ TRACE PARKWAY OF
 FD1342'U.S. HIGHWAY 64, 15 FEET NORTH OF THE SOUTHWEST END OF THE OVERPASS
 FD1342'AND 15 FEET WEST OF THE CENTER OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2228 ***********************************************************************
 FE2228  DESIGNATION -  NATCHEZ STATE PARK LOT WT 21
 FE2228  PID         -  FE2228
 FE2228  STATE/COUNTY-  TN/HENDERSON
 FE2228  USGS QUAD   -  YUMA (1986)
 FE2228
 FE2228                         *CURRENT SURVEY CONTROL
 FE2228  ___________________________________________________________________
 FE2228* NAD 83(1995)-  35 46 01.55380(N)    088 16 38.16521(W)     ADJUSTED  
 FE2228* NAVD 88     -                                                        
 FE2228  ___________________________________________________________________
 FE2228  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FE2228  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2228
 FE2228  HORZ ORDER  -  THIRD
 FE2228
 FE2228.The horizontal coordinates were established by classical geodetic methods
 FE2228.and adjusted by the National Geodetic Survey in April 1999..
 FE2228
 FE2228
 FE2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2228
 FE2228.The geoid height was determined by GEOID03.
 FE2228
 FE2228;                    North         East     Units Scale Factor Converg.
 FE2228;SPC TN       -   161,470.337   394,100.144   MT  0.99994908   -1 19 59.5
 FE2228;SPC TN       -   529,757.26  1,292,976.89   sFT  0.99994908   -1 19 59.5
 FE2228;UTM  16      - 3,958,869.019   384,542.275   MT  0.99976426   -0 44 47.9
 FE2228
 FE2228                          SUPERSEDED SURVEY CONTROL
 FE2228
 FE2228  NAD 83(1995)-  35 46 01.55595(N)    088 16 38.17181(W) AD(       ) 4
 FE2228  NAD 83(1986)-  35 46 01.56404(N)    088 16 38.16617(W) AD(       ) 4
 FE2228  NAD 27      -  35 46 01.32500(N)    088 16 38.00700(W) AD(       ) 3
 FE2228
 FE2228.Superseded values are not recommended for survey control.
 FE2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2228.See file dsdata.txt to determine how the superseded data were derived.
 FE2228
 FE2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8454258869(NAD 83)
 FE2228_MARKER: 57 = LOOKOUT TOWER
 FE2228
 FE2228  HISTORY     - Date     Condition        Report By
 FE2228  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2228  HISTORY     - 1972     GOOD             TVA
 FE2228
 FE2228                          STATION DESCRIPTION
 FE2228
 FE2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2228'THE STATION IS LOCATED AT THE NATCHEZ STATE FOREST PARK HEADQUARTERS
 FE2228'ABOUT 25 MILES SOUTHWEST OF CAMDEN AND 9 MILES SOUTHEAST OF
 FE2228'CLARKSVILLE.
 FE2228'
 FE2228'THE TOWER IS A GLASS ENCLOSED CAGE SUPPORTED BY A FOUR-LEGGED STEEL
 FE2228'STRUCTURE, IS PAINTED GREY AND HAS AN OVER-ALL HEIGHT OF 100
 FE2228'FEET. THE TOP AND CENTER OF THE CAGE WAS THE POINT INTERSECTED.
 FE2228
 FE2228                          STATION RECOVERY (1972)
 FE2228
 FE2228'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (LT)
 FE2228'CONDITION OF POINT WHEN FOUND GOOD.
 FE2228'
 FE2228'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT APEX OF TOWER.
 FE2228'
 FE2228'ORIG DESC IS GOOD.
 FE2228'
 FE2228'DISTANCE AND DIRECTION FROM NEAREST TOWN NATCHEZ TRACE PARK HDQRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2620 ***********************************************************************
 GC2620  DESIGNATION -  NATHAN FORREST MON PILOT KNOB
 GC2620  PID         -  GC2620
 GC2620  STATE/COUNTY-  TN/BENTON
 GC2620  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2620
 GC2620                         *CURRENT SURVEY CONTROL
 GC2620  ___________________________________________________________________
 GC2620* NAD 83(1995)-  36 05 18.46665(N)    087 58 26.49660(W)     ADJUSTED  
 GC2620* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2620  ___________________________________________________________________
 GC2620  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2620  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GC2620
 GC2620  HORZ ORDER  -  SECOND
 GC2620
 GC2620.The horizontal coordinates were established by classical geodetic methods
 GC2620.and adjusted by the National Geodetic Survey in April 1999..
 GC2620
 GC2620.The orthometric height was scaled from a topographic map.
 GC2620
 GC2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2620
 GC2620.The geoid height was determined by GEOID03.
 GC2620
 GC2620;                    North         East     Units Scale Factor Converg.
 GC2620;SPC TN       -   196,523.707   422,232.935   MT  0.99995823   -1 09 20.4
 GC2620;SPC TN       -   644,761.53  1,385,275.89   sFT  0.99995823   -1 09 20.4
 GC2620;UTM  16      - 3,994,199.429   412,310.121   MT  0.99969475   -0 34 25.6
 GC2620
 GC2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2620!SPC TN       -   0.99997247  x   0.99995823  =   0.99993070
 GC2620!UTM  16      -   0.99997247  x   0.99969475  =   0.99966723
 GC2620
 GC2620                          SUPERSEDED SURVEY CONTROL
 GC2620
 GC2620  NAD 83(1995)-  36 05 18.46887(N)    087 58 26.50115(W) AD(       ) 2
 GC2620  NAD 83(1995)-  36 05 18.46891(N)    087 58 26.50239(W) AD(       ) 2
 GC2620  NAD 83(1986)-  36 05 18.47631(N)    087 58 26.49779(W) AD(       ) 2
 GC2620  NAD 27      -  36 05 18.26200(N)    087 58 26.38200(W) AD(       ) 2
 GC2620
 GC2620.Superseded values are not recommended for survey control.
 GC2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2620.See file dsdata.txt to determine how the superseded data were derived.
 GC2620
 GC2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1231094199(NAD 83)
 GC2620_MARKER: 70 = MONUMENT
 GC2620
 GC2620  HISTORY     - Date     Condition        Report By
 GC2620  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2620  HISTORY     - 1968     GOOD             CGS
 GC2620  HISTORY     - 1987     GOOD             USPSQD
 GC2620
 GC2620                          STATION DESCRIPTION
 GC2620
 GC2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC2620'SEE STATION PILOT
 GC2620
 GC2620                          STATION RECOVERY (1968)
 GC2620
 GC2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2620'THIS STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 GC2620'
 GC2620'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM TRIANGULATION STATION
 GC2620'PILOT 1934, THE MEASURED DISTANCE BEING 57.32 FEET (17.471 METERS).
 GC2620'
 GC2620'THE STATION IS AT THE PILOT 1934 TRIANGULATION STATION SITE AND IS A
 GC2620'WHITE MARBLE OBELISK SETTING ON A LARGE GRANITE BASE AND HAS AN
 GC2620'OVER-ALL HEIGHT OF ABOUT 20 FEET.
 GC2620'
 GC2620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES
 GC2620'NORTHEAST OF EVA.
 GC2620
 GC2620                          STATION RECOVERY (1987)
 GC2620
 GC2620'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2371 ***********************************************************************
 FE2371  DESIGNATION -  NATIONAL
 FE2371  PID         -  FE2371
 FE2371  STATE/COUNTY-  TN/MADISON
 FE2371  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2371
 FE2371                         *CURRENT SURVEY CONTROL
 FE2371  ___________________________________________________________________
 FE2371* NAD 83(1995)-  35 36 52.54138(N)    088 49 08.80459(W)     ADJUSTED  
 FE2371* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2371  ___________________________________________________________________
 FE2371  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2371  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2371
 FE2371  HORZ ORDER  -  FIRST
 FE2371
 FE2371.The horizontal coordinates were established by classical geodetic methods
 FE2371.and adjusted by the National Geodetic Survey in April 1999..
 FE2371
 FE2371.The orthometric height was scaled from a topographic map.
 FE2371
 FE2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2371
 FE2371.The geoid height was determined by GEOID03.
 FE2371
 FE2371;                    North         East     Units Scale Factor Converg.
 FE2371;SPC TN       -   145,832.964   344,634.070   MT  0.99995570   -1 39 01.5
 FE2371;SPC TN       -   478,453.65  1,130,686.94   sFT  0.99995570   -1 39 01.5
 FE2371;UTM  16      - 3,942,726.115   335,244.724   MT  0.99993450   -1 03 34.4
 FE2371
 FE2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2371!SPC TN       -   0.99998513  x   0.99995570  =   0.99994083
 FE2371!UTM  16      -   0.99998513  x   0.99993450  =   0.99991963
 FE2371
 FE2371|---------------------------------------------------------------------|
 FE2371| PID    Reference Object                     Distance      Geod. Az  |
 FE2371|                                                           dddmmss.s |
 FE2371| FE2357 JACKSON FIRST BAP CH DOME           271.048 METERS 08450     |
 FE2371| FE2353 JACKSON CITY POLICE RADIO MAST      240.039 METERS 10515     |
 FE2371| CG4647 NATIONAL RM 1                         4.222 METERS 13709     |
 FE2371| CG4648 NATIONAL RM 2                         3.682 METERS 21809     |
 FE2371| FE2327 HOSPITAL                            APPROX. 2.7 KM 3344913.6 |
 FE2371|---------------------------------------------------------------------|
 FE2371
 FE2371                          SUPERSEDED SURVEY CONTROL
 FE2371
 FE2371  NAD 83(1995)-  35 36 52.54631(N)    088 49 08.80948(W) AD(       ) 1
 FE2371  NAD 83(1986)-  35 36 52.55291(N)    088 49 08.80547(W) AD(       ) 1
 FE2371  NAD 27      -  35 36 52.29800(N)    088 49 08.60000(W) AD(       ) 1
 FE2371
 FE2371.Superseded values are not recommended for survey control.
 FE2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2371.See file dsdata.txt to determine how the superseded data were derived.
 FE2371
 FE2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3524542726(NAD 83)
 FE2371_MARKER: DS = TRIANGULATION STATION DISK
 FE2371_SETTING: 0 = UNSPECIFIED SETTING
 FE2371
 FE2371  HISTORY     - Date     Condition        Report By
 FE2371  HISTORY     - 1951     MONUMENTED       CGS
 FE2371
 FE2371                          STATION DESCRIPTION
 FE2371
 FE2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2371'STATION IS LOCATED ON THE ROOF OF THE ELEVATOR SHAFT, ON TOP OF THE
 FE2371'FIRST NATIONAL BANK OF JACKSON BUILDING, LOCATED AT THE NORTHEAST
 FE2371'CORNER OF MARKET AND MAIN STREETS IN THE CITY OF JACKSON. IT IS 10.7
 FE2371'FEET WEST OF THE EAST EDGE OF THE ROOF, 8.3 FEET EAST OF THE WEST
 FE2371'EDGE OF THE ROOF AND 10.5 FEET NORTH OF THE SOUTH EDGE OF THE ROOF.
 FE2371'THE DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF AND
 FE2371'STAMPED NATIONAL 1951.
 FE2371'
 FE2371'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST CORNER OF THE ROOF OF THE
 FE2371'ELEVATOR SHAFT.  IT IS 0.9 FEET WEST OF THE EAST WALL OF THE ROOF
 FE2371'AND 0.7 FEET NORTH OF THE SOUTH WALL OF THE ROOF.  THE DISK IS
 FE2371'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF AND STAMPED NATIONAL NO
 FE2371'1 1951.
 FE2371'
 FE2371'REFERENCE MARK NO. 2 IS NEAR THE SOUTHWEST CORNER OF THE ROOF OF THE
 FE2371'ELEVATOR SHAFT.  IT IS 0.9 FEET NORTH OF THE SOUTH WALL OF THE ROOF
 FE2371'AND 0.9 FEET EAST OF THE WEST WALL OF THE ROOF.  THE DISK IS CEMENTED
 FE2371'IN A DRILL HOLE IN THE CONCRETE ROOF AND STAMPED NATIONAL NO 2
 FE2371'1951.
 FE2371'
 FE2371'AZIMUTH MARK IS IN THE SIDEWALK IN FRONT OF NO. 217 LAFAYETTE STREET.
 FE2371'IT IS 22.7 FEET EAST OF THE CENTER OF AN ALLEY, 7.4 FEET NORTH OF
 FE2371'THE CURB ON LAFAYETTE STREET AND 5.7 FEET SOUTH OF THE WEST ENTRANCE
 FE2371'TO THE BUILDING.  THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND
 FE2371'STAMPED NATIONAL 1951.
 FE2371'
 FE2371'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2372 ***********************************************************************
 FE2372  DESIGNATION -  NATIONAL AZ MK
 FE2372  PID         -  FE2372
 FE2372  STATE/COUNTY-  TN/MADISON
 FE2372  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2372
 FE2372                         *CURRENT SURVEY CONTROL
 FE2372  ___________________________________________________________________
 FE2372* NAD 83(1995)-  35 36 55.19764(N)    088 49 16.17675(W)     ADJUSTED  
 FE2372* NAVD 88     -       119.78   (meters)     393.0    (feet)  RESET     
 FE2372  ___________________________________________________________________
 FE2372  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FE2372  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2372
 FE2372  HORZ ORDER  -  SECOND
 FE2372  VERT ORDER  -  THIRD
 FE2372
 FE2372.The horizontal coordinates were established by classical geodetic methods
 FE2372.and adjusted by the National Geodetic Survey in April 1999..
 FE2372
 FE2372.The orthometric height was computed from unverified reset data.
 FE2372.No vertical observational check was made to the station.
 FE2372
 FE2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2372
 FE2372.The geoid height was determined by GEOID03.
 FE2372
 FE2372;                    North         East     Units Scale Factor Converg.
 FE2372;SPC TN       -   145,920.137   344,450.981   MT  0.99995565   -1 39 05.8
 FE2372;SPC TN       -   478,739.65  1,130,086.26   sFT  0.99995565   -1 39 05.8
 FE2372;UTM  16      - 3,942,811.394   335,060.750   MT  0.99993525   -1 03 38.8
 FE2372
 FE2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2372!SPC TN       -   0.99998563  x   0.99995565  =   0.99994128
 FE2372!UTM  16      -   0.99998563  x   0.99993525  =   0.99992088
 FE2372
 FE2372                          SUPERSEDED SURVEY CONTROL
 FE2372
 FE2372  NAD 83(1995)-  35 36 55.20258(N)    088 49 16.18164(W) AD(       ) 2
 FE2372  NAD 83(1986)-  35 36 55.20913(N)    088 49 16.17763(W) AD(       ) 2
 FE2372  NAD 27      -  35 36 54.95400(N)    088 49 15.97200(W) AD(       ) 2
 FE2372  NGVD 29 (10/12/01)  119.81   (m)          393.1    (f) RESET       3  
 FE2372
 FE2372.Superseded values are not recommended for survey control.
 FE2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2372.See file dsdata.txt to determine how the superseded data were derived.
 FE2372
 FE2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3506142811(NAD 83)
 FE2372_MARKER: DZ = AZIMUTH MARK DISK
 FE2372_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2372_SP_SET: SIDEWALK
 FE2372_STAMPING: NATIONAL 1951
 FE2372_MARK LOGO: CGS   
 FE2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2372
 FE2372  HISTORY     - Date     Condition        Report By
 FE2372  HISTORY     - 1951     MONUMENTED       CGS
 FE2372  HISTORY     - 1985     GOOD             NGS
 FE2372  HISTORY     - 1985     GOOD             NGS
 FE2372
 FE2372                          STATION DESCRIPTION
 FE2372
 FE2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2372'STATION IS LOCATED IN THE SIDEWALK IN FRONT OF NO. 217 LAFAYETTE
 FE2372'STREET IN DOWNTOWN JACKSON.  IT IS 22.7 FEET EAST OF THE CENTER OF
 FE2372'AN ALLEY, 7.4 FEET NORTH OF THE CURB ON LAFAYETTE STREET AND 5.7 FEET
 FE2372'SOUTH OF THE WEST ENTRANCE TO THE BUILDING.  THE DISK IS SET IN A
 FE2372'DRILL HOLE IN THE SIDEWALK AND STAMPED NATIONAL 1951.
 FE2372
 FE2372                          STATION RECOVERY (1985)
 FE2372
 FE2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2372'IN JACKSON.
 FE2372'IN DOWNTOWN JACKSON, IN FRONT OF 217 LAFAYETTE STREET, 2.3 M (7.5 FT)
 FE2372'NORTH OF THE CURB ON LAFAYETTE STREET AND 1.7 M (5.6 FT) SOUTH OF THE
 FE2372'WEST ENTRANCE TO THE BUILDING.
 FE2372'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 FE2372
 FE2372                          STATION RECOVERY (1985)
 FE2372
 FE2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2372'IN DOWNTOWN JACKSON, IN FRONT OF 217 LAFAYETTE STREET, 2.3 M (7.5 FT)
 FE2372'NORTH OF THE CURB ON LAFAYETTE STREET AND 1.7 M (5.6 FT) SOUTH OF THE
 FE2372'WEST ENTRANCE TO THE BUILDING.
 FE2372'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1107 ***********************************************************************
 GD1107  DESIGNATION -  NAUVOO
 GD1107  PID         -  GD1107
 GD1107  STATE/COUNTY-  TN/DYER
 GD1107  USGS QUAD   -  DYERSBURG (1983)
 GD1107
 GD1107                         *CURRENT SURVEY CONTROL
 GD1107  ___________________________________________________________________
 GD1107* NAD 83(1995)-  36 05 57.20415(N)    089 25 12.54899(W)     ADJUSTED  
 GD1107* NAVD 88     -       125.443  (meters)     411.56   (feet)  ADJUSTED  
 GD1107  ___________________________________________________________________
 GD1107  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1107  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1107  DYNAMIC HT  -         125.337 (meters)     411.21  (feet)  COMP
 GD1107  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1107
 GD1107  HORZ ORDER  -  THIRD
 GD1107  VERT ORDER  -  FIRST     CLASS I
 GD1107
 GD1107.The horizontal coordinates were established by classical geodetic methods
 GD1107.and adjusted by the National Geodetic Survey in April 1999..
 GD1107
 GD1107.The orthometric height was determined by differential leveling
 GD1107.and adjusted by the National Geodetic Survey in June 1991..
 GD1107
 GD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1107
 GD1107.The geoid height was determined by GEOID03.
 GD1107
 GD1107.The dynamic height is computed by dividing the NAVD 88
 GD1107.geopotential number by the normal gravity value computed on the
 GD1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1107.degrees latitude (g = 980.6199 gals.).
 GD1107
 GD1107.The modeled gravity was interpolated from observed gravity values.
 GD1107
 GD1107;                    North         East     Units Scale Factor Converg.
 GD1107;SPC TN       -   201,305.551   292,088.482   MT  0.99995907   -2 00 08.3
 GD1107;SPC TN       -   660,449.96    958,293.63   sFT  0.99995907   -2 00 08.3
 GD1107;UTM  16      - 3,997,665.855   282,130.996   MT  1.00018490   -1 25 35.3
 GD1107
 GD1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1107!SPC TN       -   0.99998475  x   0.99995907  =   0.99994382
 GD1107!UTM  16      -   0.99998475  x   1.00018490  =   1.00016964
 GD1107
 GD1107|---------------------------------------------------------------------|
 GD1107| PID    Reference Object                     Distance      Geod. Az  |
 GD1107|                                                           dddmmss.s |
 GD1107| GD1108 NAUVOO RM 1                          27.395 METERS 00804     |
 GD1107| GD1109 NAUVOO AZ MK                                       1400004.7 |
 GD1107| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX. 8.4 KM 1455509.0 |
 GD1107| GD1106 23 8 7                               21.370 METERS 15732     |
 GD1107| GD1105 S 8 5                                59.541 METERS 31219     |
 GD1107|---------------------------------------------------------------------|
 GD1107
 GD1107                          SUPERSEDED SURVEY CONTROL
 GD1107
 GD1107  NAD 83(1995)-  36 05 57.20762(N)    089 25 12.54963(W) AD(       ) 3
 GD1107  NAD 83(1995)-  36 05 57.20757(N)    089 25 12.54957(W) AD(       ) 3
 GD1107  NAD 83(1986)-  36 05 57.21554(N)    089 25 12.54886(W) AD(       ) 3
 GD1107  NAD 27      -  36 05 56.96020(N)    089 25 12.28550(W) AD(       ) 3
 GD1107  NGVD 29 (??/??/??)  125.370  (m)          411.32   (f) ADJUSTED    1 1
 GD1107
 GD1107.Superseded values are not recommended for survey control.
 GD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1107.See file dsdata.txt to determine how the superseded data were derived.
 GD1107
 GD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8213197666(NAD 83)
 GD1107_MARKER: DS = TRIANGULATION STATION DISK
 GD1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1107_STAMPING: NAUVOO 1959
 GD1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1107+STABILITY: SURFACE MOTION
 GD1107
 GD1107  HISTORY     - Date     Condition        Report By
 GD1107  HISTORY     - 1959     MONUMENTED       CGS
 GD1107  HISTORY     - 1967     GOOD             CGS
 GD1107  HISTORY     - 1974     GOOD             NGS
 GD1107  HISTORY     - 1974     GOOD             NGS
 GD1107  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1107
 GD1107                          STATION DESCRIPTION
 GD1107
 GD1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1107'THE STATION IS ABOUT 9 MILES SOUTHWEST OF NEWBERN AND 5 MILES
 GD1107'NORTHWEST OF DYERSBURG ON THE PROPERTY OF MR. E. Z. TICKLE.  IT IS
 GD1107'73 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FRIENDSHIP
 GD1107'METHODIST CHURCH, 50 FEET NORTHEAST OF THE CENTERLINE OF STATE
 GD1107'HIGHWAY 78, 36 FEET EAST OF A 45 INCH OAK TREE, 24 FEET SOUTH OF A
 GD1107'50 INCH OAK TREE, AND 18 FEET NORTHEAST OF A FENCE CORNER.  THE
 GD1107'MONUMENT IS FLUSH AND THE DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND
 GD1107'20 IN THE WESTERN SECTION OF DYERSBURG, GO NORTHWEST ON HIGHWAY 78
 GD1107'FOR 4.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ON
 GD1107'HIGHWAY 78 FOR 0.7 MILE TO THE FRIENDSHIP METHODIST CHURCH AND
 GD1107'THE STATION ON THE RIGHT.
 GD1107'
 GD1107'REFERENCE MARK 1 IS 17 FEET EAST OF THE NORTHEAST CORNER OF THE
 GD1107'CHURCH, 8 FEET SOUTHEAST OF AN 8 INCH WALNUT TREE, AND 1 FOOT EAST
 GD1107'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GD1107'STAMPED NAUVOO NO 1 1959.
 GD1107'
 GD1107'THE MARK IS A STANDARD TENNESSEE DIVISION OF GEOLOGY DISK STAMPED
 GD1107'WPA 23/8/7 SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST
 GD1107'PROJECTING 4 INCHES.  IT IS 28 FEET NORTHEAST OF THE CENTERLINE OF
 GD1107'HIGHWAY 78, 4 FEET WEST OF A FENCE CORNER, AND 2 FEET NORTHEAST OF
 GD1107'A TELEPHONE POLE.
 GD1107'
 GD1107'THE MARK IS A STANDARD U.S. ENGINEER DEPARTMENT (MEMPHIS ENGINEERING
 GD1107'DISTRICT) DISK STAMPED S-8-5 SET IN THE TOP OF AN 8 INCH BY 8 INCH
 GD1107'CONCRETE POST PROJECTING 5 INCHES.  IT IS 45 FEET EAST OF THE
 GD1107'CENTERLINE OF A GRAVELED DRIVEWAY, 41 FEET WEST OF A TELEPHONE
 GD1107'POLE, AND 34 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78.
 GD1107'
 GD1107'THE AZIMUTH MARK IS 29 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 GD1107'78, 2 FEET NORTHWEST OF A WHITE WITNESS POST, AND 1 FOOT NORTHWEST OF
 GD1107'A TELEPHONE POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GD1107'DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1107
 GD1107                          STATION RECOVERY (1967)
 GD1107
 GD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1107'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1107'HOWEVER, DUE TO MANY CHANGES IN THE AREA, THE ORIGINAL DESCRIPTION
 GD1107'IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1107'
 GD1107'THE STATION IS LOCATED ON THE PROPERTY OF MR. E. Z. TICKLE, ABOUT
 GD1107'9 MILES SOUTHWEST OF NEWBERN AND 5 MILES NORTHWEST OF DYERSBURG.
 GD1107'
 GD1107'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BYPASS AND
 GD1107'STATE ROUTE 78 IN THE NORTHWEST SECTION OF DYERSBURG, GO NORTHWEST
 GD1107'ON STATE ROUTE 78 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GD1107'CONTINUE NORTHWESTERLY ON STATE ROUTE 78 FOR 0.7 MILE TO A
 GD1107'GRAVELED ROAD SHARP RIGHT AND TWO GRAVELED ROADS ON THE LEFT AND
 GD1107'THE STATION ON THE RIGHT ABOUT MIDWAY BETWEEN THE GRAVELED ROADS.
 GD1107'
 GD1107'THE STATION IS 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 GD1107'ROUTE 78, 36 FEET EAST OF A 50-INCH OAK TREE, 24 FEET SOUTH OF A
 GD1107'54-INCH OAK TREE, 18 FEET NORTHEAST OF A FENCE CORNER, AND 0.8 OF A
 GD1107'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1107'DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1107'PROJECTS 1 INCH AND THE DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'REFERENCE MARK NO. 1 IS 8 FEET NORTHEAST OF A 10-INCH WALNUT TREE
 GD1107'AND 1 FOOT EAST OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE
 GD1107'TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD1107'AND THE DISK IS STAMPED NAUVOO NO 1 1959.
 GD1107'
 GD1107'23/8/7 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1107'78, 4 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHEAST OF A
 GD1107'TELEPHONE POLE.  IT IS A TENNESSEE DIVISION OF GEOLOGY DISK SET IN
 GD1107'THE TOP OF A 4-INCH, SQUARE, CONCRETE POST THAT PROJECTS ABOUT 3
 GD1107'INCHES AND THE DISK IS STAMPED WPA 23/8/7.
 GD1107'
 GD1107'S-8-5 (USED) IS 45 FEET EAST OF THE CENTER OF A GRAVELED DRIVE, 41
 GD1107'FEET WEST OF A TELEPHONE POLE AND 34 FEET NORTHEAST OF THE
 GD1107'APPROXIMATE CENTER OF STATE ROUTE 78.  IT IS A U.S. ENGINEERING
 GD1107'DEPARTMENT DISK SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE
 GD1107'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED S-8-5.
 GD1107'
 GD1107'THE AZIMUTH MARK IS 29 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GD1107'STATE ROUTE 78, 1 FOOT NORTHWEST OF A TELEPHONE POLE AND 0.7 OF A
 GD1107'FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1107'DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1107'PROJECTS 1 INCH AND THE DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1107
 GD1107                          STATION RECOVERY (1974)
 GD1107
 GD1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1107'THE STATION, R. M. 1 AND S-8-5 (USE), WERE RECOVERED IN GOOD
 GD1107'CONDITION ALSO THE AZIMUTH MARK AND WAS LEVELED OVER DURING THE 1974
 GD1107'RELEVELING.  TO REACH GO 3.2 MILES NORTHWEST ALONG STATE HIGHWAY 78
 GD1107'FROM THE INTERSECTION OF U. S. HIGHWAY 51 BY-PASS.
 GD1107'
 GD1107'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1107'NAUVOO 1959.  52.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GD1107'36 FEET EAST OF AN OAK TREE, 22.4 FEET SOUTH-SOUTHWEST OF A 50-INCH
 GD1107'OAK TREE, 18 FEET NORTHEAST OF A FENCE CORNER, IN A CONCRETE POST.
 GD1107'
 GD1107'R. M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED NAUVOO NO 1 1959.
 GD1107'90.7 FEET NORTH OF THE STATION, IN A CONCRETE POST.
 GD1107'
 GD1107'S-8-5 (USE) IS A USE TRIANGULATION STATION DISK, STAMPED S-8-5.
 GD1107'198.3 FEET NORTHWEST OF THE STATION, IN A CONCRETE POST.
 GD1107'
 GD1107'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED NAUVOO
 GD1107'1959.  ABOUT 0.7 MILE SOUTHEAST OF THE STATION, 29.5 FEET SOUTHWEST
 GD1107'OF THE CENTER LINE OF STATE HIGHWAY 78, 1 FOOT NORTHWEST OF A
 GD1107'TELEPHONE POLE WITH A GUY WIRE, 2.4 FEET NORTHWEST OF A WITNESS
 GD1107'POST, IN A CONCRETE POST.
 GD1107'
 GD1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GD1107'NORTHWEST OF DYERSBURG.
 GD1107
 GD1107                          STATION RECOVERY (1974)
 GD1107
 GD1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1107'3.20 MI NW FROM DYERSBURG.
 GD1107'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1107'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE MIDDLE OF A
 GD1107'FIELD ENTRANCE AT A PAVED ROAD LEADING EAST, 52.2 FEET NORTHEAST OF
 GD1107'THE CENTER LINE OF THE HIGHWAY, 90.7 FEET SOUTH OF RM 1, 70.6 FEET
 GD1107'NORTHWEST OF WPA 23/8/7, 36 FEET EAST OF A 45-INCH OAK TREE, 22.4 FEET
 GD1107'SOUTH-SOUTHWEST OF A 50-INCH OAK TREE, 18 FEET NORTHEAST OF A FENCE
 GD1107'CORNER, 2 FEET ABOVE THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD1107'FLUSH WITH THE GROUND.
 GD1107
 GD1107                          STATION RECOVERY (2002)
 GD1107
 GD1107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1107'NEW DRIVEWAY TO HOUSE IN AREA. LOOKS LIKE DIRT WORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1109 ***********************************************************************
 GD1109  DESIGNATION -  NAUVOO AZ MK
 GD1109  PID         -  GD1109
 GD1109  STATE/COUNTY-  TN/DYER
 GD1109  USGS QUAD   -  DYERSBURG (1983)
 GD1109
 GD1109                         *CURRENT SURVEY CONTROL
 GD1109  ___________________________________________________________________
 GD1109* NAD 83(1986)-  36 05 27.     (N)    089 24 43.     (W)     SCALED    
 GD1109* NAVD 88     -       108.436  (meters)     355.76   (feet)  ADJUSTED  
 GD1109  ___________________________________________________________________
 GD1109  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1109  DYNAMIC HT  -         108.344 (meters)     355.46  (feet)  COMP
 GD1109  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GD1109
 GD1109  VERT ORDER  -  FIRST     CLASS I
 GD1109
 GD1109.The horizontal coordinates were scaled from a topographic map and have
 GD1109.an estimated accuracy of +/- 6 seconds.
 GD1109
 GD1109.The orthometric height was determined by differential leveling
 GD1109.and adjusted by the National Geodetic Survey in June 1991..
 GD1109
 GD1109.The geoid height was determined by GEOID03.
 GD1109
 GD1109.The dynamic height is computed by dividing the NAVD 88
 GD1109.geopotential number by the normal gravity value computed on the
 GD1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1109.degrees latitude (g = 980.6199 gals.).
 GD1109
 GD1109.The modeled gravity was interpolated from observed gravity values.
 GD1109
 GD1109;                    North         East    Units  Estimated Accuracy
 GD1109;SPC TN       -   200,350.      292,800.      MT  (+/- 180 meters Scaled)
 GD1109
 GD1109                          SUPERSEDED SURVEY CONTROL
 GD1109
 GD1109  NGVD 29 (??/??/??)  108.364  (m)          355.52   (f) ADJUSTED    1 1
 GD1109
 GD1109.Superseded values are not recommended for survey control.
 GD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1109.See file dsdata.txt to determine how the superseded data were derived.
 GD1109
 GD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE828967(NAD 83)
 GD1109_MARKER: DZ = AZIMUTH MARK DISK
 GD1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1109_STAMPING: NAUVOO 1959
 GD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1109+STABILITY: SURFACE MOTION
 GD1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1109+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1109
 GD1109  HISTORY     - Date     Condition        Report By
 GD1109  HISTORY     - 1959     MONUMENTED       CGS
 GD1109  HISTORY     - 1974     GOOD             NGS
 GD1109  HISTORY     - 20020730 GOOD             USACE
 GD1109
 GD1109                          STATION DESCRIPTION
 GD1109
 GD1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1109'2.50 MI NW FROM DYERSBURG.
 GD1109'ABOUT 2.50 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1109'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, 153 FEET NORTHWEST OF THE
 GD1109'JUNCTION OF A ROAD LEADING NORTH AND STATE HIGHWAY 78, 29.5 FEET
 GD1109'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A
 GD1109'TELEPHONE POLE WITH GUY WIRE AND WITNESS SIGN, 2.4 FEET NORTHWEST OF A
 GD1109'WOODEN WITNESS POST, 1 FOOT ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 GD1109'POST FLUSH WITH THE GROUND.
 GD1109
 GD1109                          STATION RECOVERY (2002)
 GD1109
 GD1109'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1108 ***********************************************************************
 GD1108  DESIGNATION -  NAUVOO RM 1
 GD1108  PID         -  GD1108
 GD1108  STATE/COUNTY-  TN/DYER
 GD1108  USGS QUAD   -  DYERSBURG (1983)
 GD1108
 GD1108                         *CURRENT SURVEY CONTROL
 GD1108  ___________________________________________________________________
 GD1108* NAD 83(1986)-  36 05 56.     (N)    089 25 12.     (W)     SCALED    
 GD1108* NAVD 88     -       125.826  (meters)     412.81   (feet)  ADJUSTED  
 GD1108  ___________________________________________________________________
 GD1108  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1108  DYNAMIC HT  -         125.720 (meters)     412.47  (feet)  COMP
 GD1108  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1108
 GD1108  VERT ORDER  -  FIRST     CLASS I
 GD1108
 GD1108.The horizontal coordinates were scaled from a topographic map and have
 GD1108.an estimated accuracy of +/- 6 seconds.
 GD1108
 GD1108.The orthometric height was determined by differential leveling
 GD1108.and adjusted by the National Geodetic Survey in June 1991..
 GD1108
 GD1108.The geoid height was determined by GEOID03.
 GD1108
 GD1108.The dynamic height is computed by dividing the NAVD 88
 GD1108.geopotential number by the normal gravity value computed on the
 GD1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1108.degrees latitude (g = 980.6199 gals.).
 GD1108
 GD1108.The modeled gravity was interpolated from observed gravity values.
 GD1108
 GD1108;                    North         East    Units  Estimated Accuracy
 GD1108;SPC TN       -   201,270.      292,100.      MT  (+/- 180 meters Scaled)
 GD1108
 GD1108                          SUPERSEDED SURVEY CONTROL
 GD1108
 GD1108  NGVD 29 (??/??/??)  125.753  (m)          412.57   (f) ADJUSTED    1 1
 GD1108
 GD1108.Superseded values are not recommended for survey control.
 GD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1108.See file dsdata.txt to determine how the superseded data were derived.
 GD1108
 GD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE821976(NAD 83)
 GD1108_MARKER: DR = REFERENCE MARK DISK
 GD1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1108_STAMPING: NAUVOO NO 1 1959
 GD1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1108+STABILITY: SURFACE MOTION
 GD1108
 GD1108  HISTORY     - Date     Condition        Report By
 GD1108  HISTORY     - 1959     MONUMENTED       CGS
 GD1108  HISTORY     - 1974     GOOD             NGS
 GD1108  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1108
 GD1108                          STATION DESCRIPTION
 GD1108
 GD1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1108'3.20 MI NW FROM DYERSBURG.
 GD1108'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1108'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE MIDDLE OF A
 GD1108'FIELD ENTRANCE AT A PAVED ROAD LEADING EAST, 142.9 FEET NORTHEAST OF
 GD1108'THE CENTER LINE OF THE HIGHWAY, 90.7 FEET NORTH OF NAUVOO
 GD1108'TRIANGULATION STATION, 8 FEET SOUTHWEST OF A 12-INCH WALNUT TREE, 1
 GD1108'FOOT EAST OF A WIRE FENCE, 2 FEET ABOVE THE HIGHWAY AND IN THE TOP OF
 GD1108'A CONCRETE POST PROJECTING 0.2 FOOT.
 GD1108
 GD1108                          STATION RECOVERY (2002)
 GD1108
 GD1108'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1108'NEW POLE AND PHONE RELAY BOX NOW IN SITE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2594 ***********************************************************************
 FE2594  DESIGNATION -  NAVY
 FE2594  PID         -  FE2594
 FE2594  STATE/COUNTY-  TN/SHELBY
 FE2594  USGS QUAD   -  BRUNSWICK (1993)
 FE2594
 FE2594                         *CURRENT SURVEY CONTROL
 FE2594  ___________________________________________________________________
 FE2594* NAD 83(1995)-  35 21 01.49293(N)    089 52 06.30291(W)     ADJUSTED  
 FE2594* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 FE2594  ___________________________________________________________________
 FE2594  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 FE2594  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2594
 FE2594  HORZ ORDER  -  THIRD
 FE2594
 FE2594.This mark is at Millington Mun Airport (NQA)
 FE2594
 FE2594.The horizontal coordinates were established by classical geodetic methods
 FE2594.and adjusted by the National Geodetic Survey in April 1999..
 FE2594
 FE2594.The orthometric height was scaled from a topographic map.
 FE2594
 FE2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2594
 FE2594.The geoid height was determined by GEOID03.
 FE2594
 FE2594;                    North         East     Units Scale Factor Converg.
 FE2594;SPC TN       -   119,793.449   248,468.589   MT  0.99998380   -2 15 53.0
 FE2594;SPC TN       -   393,022.34    815,184.03   sFT  0.99998380   -2 15 53.0
 FE2594;UTM  16      - 3,915,680.815   239,336.637   MT  1.00043742   -1 39 37.9
 FE2594
 FE2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2594!SPC TN       -   0.99999015  x   0.99998380  =   0.99997395
 FE2594!UTM  16      -   0.99999015  x   1.00043742  =   1.00042757
 FE2594
 FE2594|---------------------------------------------------------------------|
 FE2594| PID    Reference Object                     Distance      Geod. Az  |
 FE2594|                                                           dddmmss.s |
 FE2594| FE2599 NAVY A STATION                      183.361 METERS 00946     |
 FE2594| CG4649 NAVY AZ MK                                         1572627.9 |
 FE2594| CG4651 NAVY RM 2                            28.712 METERS 20243     |
 FE2594| FE2586 AIRPORT BEACON MEMPHIS NAS          459.211 METERS 2194102.3 |
 FE2594| FE2601 MEMPHIS NAS CENTER OF RUNWAY 3      APPROX. 1.0 KM 2544556.6 |
 FE2594| FE2587 MEMPHIS NAS COMPASS ROSE            374.764 METERS 27716     |
 FE2594| FE2590 MEMPHIS NAS SW GCA                  481.696 METERS 2954313.4 |
 FE2594| FE2588 MEMPHIS NAS NE GCA                  APPROX. 0.8 KM 3364559.5 |
 FE2594| FE2598 TACAN NAVY MEMPHIS NQA              480.782 METERS 3391518.3 |
 FE2594| CG4650 NAVY RM 1                            27.843 METERS 34820     |
 FE2594|---------------------------------------------------------------------|
 FE2594
 FE2594                          SUPERSEDED SURVEY CONTROL
 FE2594
 FE2594  NAD 83(1995)-  35 21 01.50140(N)    089 52 06.30372(W) AD(       ) 3
 FE2594  NAD 83(1986)-  35 21 01.50436(N)    089 52 06.30428(W) AD(       ) 3
 FE2594  NAD 27      -  35 21 01.19360(N)    089 52 05.99810(W) AD(       ) 3
 FE2594
 FE2594.Superseded values are not recommended for survey control.
 FE2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2594.See file dsdata.txt to determine how the superseded data were derived.
 FE2594
 FE2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3933715681(NAD 83)
 FE2594_MARKER: DS = TRIANGULATION STATION DISK
 FE2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2594_STAMPING: NAVY 1958
 FE2594_MARK LOGO: CGS   
 FE2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2594+STABILITY: SURFACE MOTION
 FE2594
 FE2594  HISTORY     - Date     Condition        Report By
 FE2594  HISTORY     - 1958     MONUMENTED       CGS
 FE2594  HISTORY     - 19950613 GOOD             USE
 FE2594
 FE2594                          STATION DESCRIPTION
 FE2594
 FE2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2594'THE STATION IS NEAR THE CONTROL TOWER ON THE NORTH BASE OF THE
 FE2594'MEMPHIS, NAVY AIR STATION.  IT IS 455 FEET NORTHEAST OF THE CONTROL
 FE2594'TOWER, 200 FEET NORTH OF THE V FORMED BY THE NORTH TAXI-WAY AND THE
 FE2594'EAST WARM-UP APRON AND 61 FEET EAST OF THE EAST EDGE OF THE
 FE2594'TAXI-WAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NAVY 1958.
 FE2594'
 FE2594'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE EAST
 FE2594'WARM-UP APRON FOR 0.5 MILE TO THE END OF THE CONCRETE AND THE
 FE2594'AZIMUTH MARK AS DESCRIBED.
 FE2594'
 FE2594'REFERENCE MARK 1 IS 485 FEET NORTHEAST OF THE CONTROL TOWER AND 34
 FE2594'FEET EAST OF THE EAST EDGE OF THE TAXI-WAY.  THE MONUMENT IS
 FE2594'FLUSH AND THE DISK IS STAMPED NAVY NO 1 1958.
 FE2594'
 FE2594'REFERENCE MARK 2 IS 397 FEET EAST OF THE CONTROL TOWER AND 36 FEET
 FE2594'EAST OF THE EAST EDGE OF THE TAXI-WAY.  THE MONUMENT IS FLUSH AND
 FE2594'THE DISK IS STAMPED NAVY NO 2 1958.
 FE2594'
 FE2594'THE AZIMUTH MARK IS 548 FEET SOUTH OF THE INTERSECTION OF THE EAST
 FE2594'WARM-UP APRON AND A TAXI-WAY LEADING TO RUNWAY 18 AND 36 AND 165 FEET
 FE2594'EAST OF THE SOUTH END OF THE EAST WARM-UP APRON.  THE MONUMENT IS
 FE2594'FLUSH AND THE DISK IS STAMPED NAVY 1958.
 FE2594'
 FE2594'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2594
 FE2594                          STATION RECOVERY (1995)
 FE2594
 FE2594'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 FE2594'FOUND AS DESCRIBED.  DROVE ORANGE WITNESS POST 1.5 FT (0.5 M) EAST OF
 FE2594'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3532 ***********************************************************************
 GA3532  DESIGNATION -  NC 41
 GA3532  PID         -  GA3532
 GA3532  STATE/COUNTY-  TN/CLAIBORNE
 GA3532  USGS QUAD   -  TAZEWELL (1971)
 GA3532
 GA3532                         *CURRENT SURVEY CONTROL
 GA3532  ___________________________________________________________________
 GA3532* NAD 83(1995)-  36 26 16.38280(N)    083 30 17.15708(W)     ADJUSTED  
 GA3532* NAVD 88     -       700.4    (meters)    2298.     (feet)  VERTCON   
 GA3532  ___________________________________________________________________
 GA3532  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GA3532  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA3532
 GA3532  HORZ ORDER  -  SECOND
 GA3532
 GA3532.The horizontal coordinates were established by classical geodetic methods
 GA3532.and adjusted by the National Geodetic Survey in April 1999..
 GA3532
 GA3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3532
 GA3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3532
 GA3532.The geoid height was determined by GEOID03.
 GA3532
 GA3532;                    North         East     Units Scale Factor Converg.
 GA3532;SPC TN       -   236,355.060   823,705.818   MT  1.00000383   +1 27 38.9
 GA3532;SPC TN       -   775,441.56  2,702,441.50   sFT  1.00000383   +1 27 38.9
 GA3532;UTM  17      - 4,035,433.871   275,484.753   MT  1.00022109   -1 29 18.0
 GA3532
 GA3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3532!SPC TN       -   0.99989493  x   1.00000383  =   0.99989876
 GA3532!UTM  17      -   0.99989493  x   1.00022109  =   1.00011600
 GA3532
 GA3532|---------------------------------------------------------------------|
 GA3532| PID    Reference Object                     Distance      Geod. Az  |
 GA3532|                                                           dddmmss.s |
 GA3532| DC2816 NC 41 RM 2                           26.670 METERS 12444     |
 GA3532| GA3523 SCARCE                              APPROX.13.5 KM 1354220.4 |
 GA3532| DC2815 NC 41 RM 1                           28.050 METERS 16908     |
 GA3532| DC2817 NC 41 RM 3                           42.150 METERS 22109     |
 GA3532|---------------------------------------------------------------------|
 GA3532
 GA3532                          SUPERSEDED SURVEY CONTROL
 GA3532
 GA3532  NAD 83(1995)-  36 26 16.38566(N)    083 30 17.15924(W) AD(       ) 2
 GA3532  NAD 83(1995)-  36 26 16.38475(N)    083 30 17.15113(W) AD(       ) 2
 GA3532  NAD 83(1995)-  36 26 16.39119(N)    083 30 17.15776(W) AD(       ) 2
 GA3532  NAD 83(1986)-  36 26 16.39310(N)    083 30 17.15746(W) AD(       ) 2
 GA3532  NAD 27      -  36 26 16.08865(N)    083 30 17.50394(W) AD(       ) 2
 GA3532  NGVD 29 (07/19/86)  700.5    (m)         2298.     (f) VERT ANG       
 GA3532
 GA3532.Superseded values are not recommended for survey control.
 GA3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3532.See file dsdata.txt to determine how the superseded data were derived.
 GA3532
 GA3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7548535434(NAD 83)
 GA3532_MARKER: DD = SURVEY DISK
 GA3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3532
 GA3532  HISTORY     - Date     Condition        Report By
 GA3532  HISTORY     - 1963     MONUMENTED       TNHD
 GA3532
 GA3532                          STATION DESCRIPTION
 GA3532
 GA3532'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3532'THE STATION IS LOCATED AT THE SITE OF THE TENNESSEE STATE FORESTRY
 GA3532'LOOKOUT TOWER NC 41,
 GA3532'NEAR THE SOUTHWEST END OF POWELL MOUNTAIN ABOUT 4 MILES
 GA3532'EAST-SOUTHEAST OF TAZEWELL.
 GA3532'
 GA3532'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3532'ROUTE 33 IN TAZEWELL, GO
 GA3532'SOUTHEASTERLY ON U.  S.  HIGHWAY 25E AND STATE ROUTE
 GA3532'33 FOR 5.6 MILES TO WHERE STATE
 GA3532'ROUTE 33 TURNS LEFT.  HERE TURN LEFT
 GA3532'ON STATE ROUTE 33 AND GO EASTERLY FOR 0.5 MILE TO
 GA3532'A GRAVELED T
 GA3532'ROAD LEFT, TURN LEFT AND GO NORTHEASTERLY FOR 0.2 MILE TO AT ROAD
 GA3532'LEFT, TURN LEFT
 GA3532'AND GO NORTHWESTERLY FOR 0.35 MILE TO A FORK, KEEP
 GA3532'LEFT FORK AND FOLLOW WINDING ROAD
 GA3532'UPHILL IN A GENERALLY NORTHERLY
 GA3532'DIRECTION FOR 1.85 MILES TO THE FORESTRY LOOKOUT
 GA3532'TOWER AND THE
 GA3532'STATION AS DESCRIBED.
 GA3532'
 GA3532'THE STATION IS 124 FEET NORTHEAST OF THE NORTHEAST LEG OF A FOREST
 GA3532'LOOKOUT TOWER, 25 FEET
 GA3532'WEST OF A TWIN-TRUNKED OAK TREE AND 20 FEET SOUTH OF
 GA3532'AN 18-INCH OAK TREE.  THE SURFACE
 GA3532'AND UNDERGROUND MARKS ARE STANDARD
 GA3532'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA3532'NC 41 1963.  THE
 GA3532'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA3532'DISK IS SET IN A
 GA3532'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3532'
 GA3532'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE EAST CORNER OF A METAL
 GA3532'BUILDING AND 17 FEET
 GA3532'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 GA3532'IT IS A STANDARD TENNESSEE
 GA3532'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3532'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3532'IS STAMPED NC 41 RM-1
 GA3532'1963.
 GA3532'
 GA3532'REFERENCE MARK NO. 2 IS 69 FEET SOUTHEAST OF A TWIN-TRUNKED OAK TREE
 GA3532'AND 8 FEET SOUTHEAST OF
 GA3532'THE APPROXIMATE CENTER OF A GRAVELED ROAD.  IT IS A
 GA3532'STANDARD TENNESSEE HIGHWAY
 GA3532'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3532'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3532'STAMPED NC 41 RM-2 1963.
 GA3532'
 GA3532'REFERENCE MARK NO. 3 IS LOCATED UNDER THE STATE FORESTRY LOOKOUT
 GA3532'TOWER NC 41, 1.8 FEET WEST
 GA3532'OF THE CONCRETE BASE OF THE TOWER STEPS.  IT IS A
 GA3532'STANDARD TENNESSEE HIGHWAY
 GA3532'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3532'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3532'STAMPED NC 41 RM-3 1963.
 GA3532'
 GA3532'TRAVERSE STATION SCARCE WILL SERVE AS AN AZIMUTH MARK.
 GA3532'
 GA3532'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2572 ***********************************************************************
 GC2572  DESIGNATION -  NEED
 GC2572  PID         -  GC2572
 GC2572  STATE/COUNTY-  TN/MONTGOMERY
 GC2572  USGS QUAD   -  NEEDMORE (1983)
 GC2572
 GC2572                         *CURRENT SURVEY CONTROL
 GC2572  ___________________________________________________________________
 GC2572* NAD 83(1995)-  36 27 47.01658(N)    087 35 04.23394(W)     ADJUSTED  
 GC2572* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2572  ___________________________________________________________________
 GC2572  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GC2572  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2572
 GC2572  HORZ ORDER  -  SECOND
 GC2572
 GC2572.The horizontal coordinates were established by classical geodetic methods
 GC2572.and adjusted by the National Geodetic Survey in April 1999..
 GC2572
 GC2572.The orthometric height was scaled from a topographic map.
 GC2572
 GC2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2572
 GC2572.The geoid height was determined by GEOID03.
 GC2572
 GC2572;                    North         East     Units Scale Factor Converg.
 GC2572;SPC TN       -   237,446.549   457,979.645   MT  1.00000856   -0 55 39.5
 GC2572;SPC TN       -   779,022.55  1,502,554.89   sFT  1.00000856   -0 55 39.5
 GC2572;UTM  16      - 4,035,469.346   447,628.981   MT  0.99963379   -0 20 50.6
 GC2572
 GC2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2572!SPC TN       -   0.99997072  x   1.00000856  =   0.99997928
 GC2572!UTM  16      -   0.99997072  x   0.99963379  =   0.99960452
 GC2572
 GC2572|---------------------------------------------------------------------|
 GC2572| PID    Reference Object                     Distance      Geod. Az  |
 GC2572|                                                           dddmmss.s |
 GC2572| CG6179 NEED RM 1                            21.463 METERS 05728     |
 GC2572| CG6180 NEED RM 2                            18.992 METERS 17438     |
 GC2572| CG6178 NEED AZ MK                                         2613730.9 |
 GC2572|---------------------------------------------------------------------|
 GC2572
 GC2572                          SUPERSEDED SURVEY CONTROL
 GC2572
 GC2572  NAD 83(1995)-  36 27 47.01749(N)    087 35 04.23693(W) AD(       ) 2
 GC2572  NAD 83(1995)-  36 27 47.01983(N)    087 35 04.23795(W) AD(       ) 2
 GC2572  NAD 83(1986)-  36 27 47.02601(N)    087 35 04.23892(W) AD(       ) 2
 GC2572  NAD 27      -  36 27 46.84200(N)    087 35 04.18600(W) AD(       ) 2
 GC2572
 GC2572.Superseded values are not recommended for survey control.
 GC2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2572.See file dsdata.txt to determine how the superseded data were derived.
 GC2572
 GC2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4762935469(NAD 83)
 GC2572_MARKER: DS = TRIANGULATION STATION DISK
 GC2572_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2572
 GC2572  HISTORY     - Date     Condition        Report By
 GC2572  HISTORY     - 1953     MONUMENTED       CGS
 GC2572
 GC2572                          STATION DESCRIPTION
 GC2572
 GC2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2572'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CUMBERLAND CITY ON
 GC2572'PROPERTY OWNED BY MR. WILLIAM BROADBENT. IT IS IN A CULTIVATED
 GC2572'FIELD ABOUT 300 FEET SOUTH OF A GRAVEL ROAD, 63 FEET NORTH OF THE
 GC2572'NORTHEAST CORNER OF A LARGE BARN AND 19 FEET EAST OF THE CENTER
 GC2572'OF A FARM LANE. THE MARK IS ABOUT 12 INCHES BELOW THE GROUND AND THE
 GC2572'DISK IS STAMPED NEED 1953.
 GC2572'
 GC2572'REFERENCE MARK NO. 1 IS IN AN OPEN FIELD ABOUT 2 FEET LOWER IN
 GC2572'ELEVATION THAN THE STATION. THE MARK PROJECTS ABOUT 6 INCHES AND
 GC2572'THE DISK IS STAMPED NEED NO. 1 1953.
 GC2572'
 GC2572'REFERENCE MARK NO. 2 IS 4 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC2572'BARN. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GC2572'NEED NO. 2 1953.
 GC2572'
 GC2572'AZIMUTH MARK IS 54 FEET EAST OF THE SOUTHEAST CORNER OF THE HOME OF
 GC2572'MR. J.J. JACKSON 35 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD
 GC2572'AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GC2572'INCHES AND THE DISK IS STAMPED NEED 1953.
 GC2572'
 GC2572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41A AND 79,
 GC2572'ABOUT 3 MILES NORTHWEST OF CLARKSVILLE, GO WEST ON HIGHWAY 79
 GC2572'FOR 8.65 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON
 GC2572'PAVED ROAD FOR 2.3 MILE TO A FORK, KEEP RIGHT AND FOLLOW PAVED
 GC2572'ROAD FOR 1.7 MILES TO A T INTERSECTION AT THE BOTTOM OF A HILL, TURN
 GC2572'LEFT ON PAVED ROAD AND GO 0.15 MILE TO A FORK, TURN RIGHT ACROSS
 GC2572'BRIDGE AND FOLLOW MAIN GRAVEL ROAD FOR 1.5 MILES TO A CROSSROAD,
 GC2572'CONTINUE AHEAD FOR 1.5 MILES TO A T INTERSECTION IN THE VILLAGE
 GC2572'OF NEEDMORE, TURN RIGHT AND GO 0.1 MILE TO A FORK, KEEP LEFT
 GC2572'AND GO 0.3 MILE TO A FARM LANE ON THE LEFT(*) TURN LEFT THROUGH GATE
 GC2572'AND GO SOUTH ON DIRT LANE FOR ABOUT 300 FEET TO THE STATION ON THE
 GC2572'LEFT AS DESCRIBED.
 GC2572'
 GC2572'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE AHEAD ON
 GC2572'GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2572'
 GC2572'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2470 ***********************************************************************
 GC2470  DESIGNATION -  NEEDMORE RESET
 GC2470  PID         -  GC2470
 GC2470  STATE/COUNTY-  TN/MONTGOMERY
 GC2470  USGS QUAD   -  CLARKSVILLE (1984)
 GC2470
 GC2470                         *CURRENT SURVEY CONTROL
 GC2470  ___________________________________________________________________
 GC2470* NAD 83(1995)-  36 34 57.83655(N)    087 19 54.00147(W)     ADJUSTED  
 GC2470* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 GC2470  ___________________________________________________________________
 GC2470  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GC2470  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2470
 GC2470  HORZ ORDER  -  SECOND
 GC2470
 GC2470.The horizontal coordinates were established by classical geodetic methods
 GC2470.and adjusted by the National Geodetic Survey in April 1999..
 GC2470
 GC2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2470
 GC2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2470
 GC2470.The geoid height was determined by GEOID03.
 GC2470
 GC2470;                    North         East     Units Scale Factor Converg.
 GC2470;SPC TN       -   250,387.829   480,821.192   MT  1.00003367   -0 46 46.6
 GC2470;SPC TN       -   821,480.74  1,577,494.19   sFT  1.00003367   -0 46 46.6
 GC2470;UTM  16      - 4,048,636.327   470,329.049   MT  0.99961085   -0 11 51.6
 GC2470
 GC2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2470!SPC TN       -   0.99997722  x   1.00003367  =   1.00001089
 GC2470!UTM  16      -   0.99997722  x   0.99961085  =   0.99958808
 GC2470
 GC2470:                Primary Azimuth Mark                     Grid Az
 GC2470:SPC TN       -  FAIRVIEW JEFFERSON DAVIS MON             006 20 18.5
 GC2470:UTM  16      -  FAIRVIEW JEFFERSON DAVIS MON             005 45 23.5
 GC2470
 GC2470|---------------------------------------------------------------------|
 GC2470| PID    Reference Object                     Distance      Geod. Az  |
 GC2470|                                                           dddmmss.s |
 GC2470| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.28.9 KM 0053331.9 |
 GC2470| GC2450 TRENTON                             APPROX.15.9 KM 0292756.1 |
 GC2470| CG6186 NEEDMORE RM 4                        35.390 METERS 05011     |
 GC2470| CG6182 NEEDMORE AZ MK 2                                   0573238.5 |
 GC2470| CG6181 NEEDMORE AZ MK                                     0680630.1 |
 GC2470| CG6183 NEEDMORE AZ MK RESET                               0713140.2 |
 GC2470| GC2471 NEEDMORE RM 1                        37.628 METERS 09947     |
 GC2470| CG6185 NEEDMORE RM 3                        29.300 METERS 12548     |
 GC2470| GC2463 CLARKSVILLE MONTGOMERY CTHSE        APPROX. 6.6 KM 2004832.0 |
 GC2470| GC2460 CLARKSVILLE FIRST PRESB SPIRE       APPROX. 6.4 KM 2015715.5 |
 GC2470| CG6184 NEEDMORE RM 2                        52.556 METERS 32241     |
 GC2470|---------------------------------------------------------------------|
 GC2470
 GC2470                          SUPERSEDED SURVEY CONTROL
 GC2470
 GC2470  NAD 83(1995)-  36 34 57.83692(N)    087 19 54.00195(W) AD(       ) 2
 GC2470  NAD 83(1995)-  36 34 57.84329(N)    087 19 54.00523(W) AD(       ) 2
 GC2470  NAD 83(1986)-  36 34 57.84577(N)    087 19 54.00449(W) AD(       ) 2
 GC2470  NAD 27      -  36 34 57.67900(N)    087 19 53.97800(W) AD(       ) 2
 GC2470  NGVD 29 (07/19/86)  174.8    (m)          573.     (f) VERT ANG       
 GC2470
 GC2470.Superseded values are not recommended for survey control.
 GC2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2470.See file dsdata.txt to determine how the superseded data were derived.
 GC2470
 GC2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7032948636(NAD 83)
 GC2470_MARKER: DS = TRIANGULATION STATION DISK
 GC2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2470_STAMPING: NEEDMORE 1934 1953
 GC2470_MARK LOGO: CGS   
 GC2470
 GC2470  HISTORY     - Date     Condition        Report By
 GC2470  HISTORY     - 1953     MONUMENTED       CGS
 GC2470  HISTORY     - 1965     GOOD             CGS
 GC2470  HISTORY     - 1967     GOOD             CGS
 GC2470
 GC2470                          STATION DESCRIPTION
 GC2470
 GC2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2470'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WITH THE EXCEPTION
 GC2470'OF THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO
 GC2470'R.M. NO. 2 DID NOT CHECK.  THE DISTANCE TO R.M. NO. 1 WAS CHECKED AND
 GC2470'FOUND CORRECT.  A NEW AZIMUTH MARK WAS ESTABLISHED.  AT THE
 GC2470'PROPERTY OWNERS REQUEST THE STATION MARK WAS LOWERED.  A NEW
 GC2470'DESCRIPTION FOLLOWS.
 GC2470'
 GC2470'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GUTHRIE AND 4 MILES
 GC2470'NORTHEAST OF CLARKSVILLE ON PROPERTY OWNED BY BUEFORD WAHL.  IT IS
 GC2470'102 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET SOUTHWEST OF
 GC2470'THE SOUTHEAST CORNER AND 29 FEET SOUTHWEST OF THE SOUTHWEST
 GC2470'CORNER OF A FRAME HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2470'NEEDMORE 1934 1953.
 GC2470'
 GC2470'REFERENCE MARK NO. 1 IS 123.45 FEET EAST OF THE STATION, 100 FEET
 GC2470'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 78 FEET SW OF THE NW
 GC2470'CORNER OF A FRAME CHURCH.  THE MARK PROJECTS ABOUT 8 IN AND THE DISK
 GC2470'IS STAMPED NEEDMORE NO 1 1934.
 GC2470'
 GC2470'REFERENCE MARK NO. 2 IS 172.43 FEET NORTHWEST OF THE STATION, 123
 GC2470'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 12
 GC2470'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT
 GC2470'8 INCHES AND THE DISK IS STAMPED NEEDMORE NO 2 1934.
 GC2470'
 GC2470'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 25 FEET NORTHWEST
 GC2470'OF THE CENTER OF A GRAVEL ROAD, 13 FEET SOUTHWEST OF THE CENTER OF
 GC2470'A DIRT ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 GC2470'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED NEEDMORE 1934 1953.
 GC2470'
 GC2470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2470'HIGHWAY 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTH ON
 GC2470'HIGHWAY 48 FOR 2.5 MILES TO A JOGGED CROSSROAD AND A STORE ON THE
 GC2470'LEFT.  TURN LEFT ON GRAVEL ROAD AND GO WEST AND NORTHWEST FOR
 GC2470'0.95 MILE TO A DIRT SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 GC2470'AS DESCRIBED.  CONTINUE ON GRAVEL ROAD FOR 0.2 MILE TO A HOUSE ON
 GC2470'THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 GC2470
 GC2470                          STATION RECOVERY (1965)
 GC2470
 GC2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2470'THE STATION MARK WAS FOUND IN GOOD CONDTION.  REFERENCE MARK NO. 1
 GC2470'WAS FOUND TORN FROM THE GROUND.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 GC2470'MARK COULD NOT BE FOUND AND ARE PRESUMED LOST.  REFERENCE MARKS NO.
 GC2470'3, NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 GC2470'
 GC2470'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 GC2470'
 GC2470'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CLARKSVILLE.
 GC2470'
 GC2470'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 79 AND STATE
 GC2470'ROUTE 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTHWEST ON
 GC2470'STATE ROUTE 48 FOR 1.55 MILES TO A PAVED ROAD ON THE LEFT AT THE G.
 GC2470'H. BALTHROP STORE.  TURN LEFT, WEST, AND GO 1.0 MILE ON THE PAVED
 GC2470'ROAD TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE PAVED ROAD FOR
 GC2470'0.15 MILE TO AN OLD, WHITE, FRAME SCHOOL BUILDING NOW BEING USED AS
 GC2470'A DWELLING AND THE STATION BEHIND THIS BUILDING AS DESCRIBED.
 GC2470'
 GC2470'THE STATION MARK IS 29 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GC2470'WHITE FRAME BUILDING, 28 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GC2470'OF THE WHITE FRAME BUILDING AND 28.0 FEET SOUTHWEST OF A METAL
 GC2470'WITNESS POST AND SIGN.  THE SURFACE MARK IS A STANDARD U.S.C.
 GC2470'AND G. S. TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH,
 GC2470'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2470'NEEDMORE 1934 1953.
 GC2470'
 GC2470'REFERENCE MARK NO. 3 IS SET IN THE WEST EDGE OF A WOODED AREA AND 25
 GC2470'FEET NORTH OF A FENCE LINE.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC2470'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GC2470'MONUMENT PROJECTING 1 INCH AND THE DISK IS STAMPED NEEDMORE NO 3
 GC2470'1934 1953.
 GC2470'
 GC2470'REFERENCE MARK NO. 4 IS 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2470'THE PAVED ROAD AND 7 FEET NORTH OF UTILITY POLE NO.  D19.  THE MARK
 GC2470'IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2470'12-INCH, ROUND, CONCRETE MONUMENT PROJECTING 2 INCHES AND THE DISK
 GC2470'IS STAMPED NEEDMORE NO 4 1934 1953.
 GC2470'
 GC2470'THE AZIMUTH MARK IS ABOUT 55 PACES NORTH OF POWER POLE NO. P11, 20
 GC2470'FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 2.0
 GC2470'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS A STANDARD
 GC2470'U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GC2470'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NEEDMORE
 GC2470'1934 RESET 1953 RESET 1965.
 GC2470'
 GC2470'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2470'
 GC2470'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2470
 GC2470                          STATION RECOVERY (1967)
 GC2470
 GC2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HB)
 GC2470'STATION RECOVERED AS DESCRIBED.  STATION IN GOOD
 GC2470'CONDITION.  REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.
 GC2470'
 GC2470'TO REACH IS ADEQUATE.
 GC2470'
 GC2470'HEIGHT OF LIGHT ABOVE STATION MARK 15.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1572 ***********************************************************************
 GB1572  DESIGNATION -  NEELEY
 GB1572  PID         -  GB1572
 GB1572  STATE/COUNTY-  TN/CLAY
 GB1572  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1572
 GB1572                         *CURRENT SURVEY CONTROL
 GB1572  ___________________________________________________________________
 GB1572* NAD 83(1995)-  36 33 45.81244(N)    085 26 41.31874(W)     ADJUSTED  
 GB1572* NAVD 88     -       307.333  (meters)    1008.31   (feet)  ADJUSTED  
 GB1572  ___________________________________________________________________
 GB1572  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GB1572  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1572  DYNAMIC HT  -         307.069 (meters)    1007.44  (feet)  COMP
 GB1572  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GB1572
 GB1572  HORZ ORDER  -  THIRD
 GB1572  VERT ORDER  -  SECOND    CLASS 0
 GB1572
 GB1572.The horizontal coordinates were established by classical geodetic methods
 GB1572.and adjusted by the National Geodetic Survey in April 1999..
 GB1572
 GB1572.The orthometric height was determined by differential leveling
 GB1572.and adjusted by the National Geodetic Survey in June 1991..
 GB1572
 GB1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1572
 GB1572.The geoid height was determined by GEOID03.
 GB1572
 GB1572.The dynamic height is computed by dividing the NAVD 88
 GB1572.geopotential number by the normal gravity value computed on the
 GB1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1572.degrees latitude (g = 980.6199 gals.).
 GB1572
 GB1572.The modeled gravity was interpolated from observed gravity values.
 GB1572
 GB1572;                    North         East     Units Scale Factor Converg.
 GB1572;SPC TN       -   247,497.765   649,701.049   MT  1.00002917   +0 19 30.1
 GB1572;SPC TN       -   811,998.92  2,131,560.86   sFT  1.00002917   +0 19 30.1
 GB1572;UTM  16      - 4,047,491.177   639,167.970   MT  0.99983862   +0 55 35.7
 GB1572
 GB1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1572!SPC TN       -   0.99995656  x   1.00002917  =   0.99998573
 GB1572!UTM  16      -   0.99995656  x   0.99983862  =   0.99979519
 GB1572
 GB1572:                Primary Azimuth Mark                     Grid Az
 GB1572:SPC TN       -  MITCHELL                                 130 31 26.8
 GB1572:UTM  16      -  MITCHELL                                 129 55 21.2
 GB1572
 GB1572|---------------------------------------------------------------------|
 GB1572| PID    Reference Object                     Distance      Geod. Az  |
 GB1572|                                                           dddmmss.s |
 GB1572| GB2370 MITCHELL                            APPROX. 3.9 KM 1305056.9 |
 GB1572| GB1573 NEELEY RM 1                           8.732 METERS 21903     |
 GB1572| GB1571 NEELEY RM 2                           6.105 METERS 32753     |
 GB1572|---------------------------------------------------------------------|
 GB1572
 GB1572                          SUPERSEDED SURVEY CONTROL
 GB1572
 GB1572  NAD 83(1995)-  36 33 45.81297(N)    085 26 41.31907(W) AD(       ) 3
 GB1572  NAD 83(1995)-  36 33 45.82206(N)    085 26 41.32374(W) AD(       ) 3
 GB1572  NAD 83(1986)-  36 33 45.82315(N)    085 26 41.32357(W) AD(       ) 3
 GB1572  NAD 27      -  36 33 45.59800(N)    085 26 41.44400(W) AD(       ) 3
 GB1572  NGVD 29 (??/??/92)  307.437  (m)         1008.65   (f) ADJ UNCH    2 0
 GB1572
 GB1572.Superseded values are not recommended for survey control.
 GB1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1572.See file dsdata.txt to determine how the superseded data were derived.
 GB1572
 GB1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3916847491(NAD 83)
 GB1572_MARKER: DS = TRIANGULATION STATION DISK
 GB1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1572_STAMPING: NEELEY 1949
 GB1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1572+STABILITY: SURFACE MOTION
 GB1572
 GB1572  HISTORY     - Date     Condition        Report By
 GB1572  HISTORY     - 1950     MONUMENTED       CGS
 GB1572  HISTORY     - 1966     GOOD             CGS
 GB1572  HISTORY     - 1966     GOOD             NGS
 GB1572
 GB1572                          STATION DESCRIPTION
 GB1572
 GB1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1572'STATION IS LOCATED ABOUT 10 MILES NORTH OF HILHAM AND 3 MILES EAST OF
 GB1572'CELINA ON A BARE RIDGE. IT IS 35 FEET EAST OF CENTER OF STATE
 GB1572'HIGHWAY 53 AND 21 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 GB1572'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED NEELY 1949.
 GB1572'
 GB1572'REFERENCE MARK NO. 1 IS 20 FEET EAST OF CENTER OF HIGHWAY. THE MARK
 GB1572'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED NEELEY NO 1
 GB1572'1949.
 GB1572'
 GB1572'REFERENCE MARK NO.2 IS 23 FEET EAST OF CENTER OF HIGHWAY AND 1 FOOT
 GB1572'SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES
 GB1572'AND THE DISK IS STAMPED NEELEY NO 2 1949.
 GB1572'
 GB1572'TRIANGULATION STATION MITCHELL WAS USED AS AN AZIMUTH MARK.
 GB1572'
 GB1572'TO REACH STATION FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO EAST
 GB1572'AND NORTH ON STATE HIGHWAY 53 FOR 5.2 MILES TO THE STATION ON RIGHT
 GB1572'AS DESCRIBED.
 GB1572'
 GB1572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1572
 GB1572                          STATION RECOVERY (1966)
 GB1572
 GB1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB1572'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1950
 GB1572'DESCRIPTION IS COMPLETELY ADEQUATE.
 GB1572
 GB1572                          STATION RECOVERY (1966)
 GB1572
 GB1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1572'5.1 MI NE FROM CELINA.
 GB1572'THIS MARK IS LOCATED AT THE NEELEY 1949 TRIANGULATION STATION
 GB1572'SITE, ABOUT 5.1 MILES EAST AND NORTHEAST ALONG STATE ROUTE 53
 GB1572'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, 36 FEET EAST OF THE
 GB1572'APPROXIMATE CENTER OF STATE ROUTE 53, 28.65 FEET NORTHEAST OF
 GB1572'REFERENCE MARK NO. 1, 28.1 FEET NORTHEAST OF A METAL WITNESS POST
 GB1572'AND SIGN, 20.03 FEET SOUTHEAST OF REFERENCE MARK NO. 2, 23 FEET
 GB1572'SOUTH OF A TELEPHONE POLE, AND ABOUT 2 FEET BELOW THE ELEVATION
 GB1572'OF THE HIGHWAY.  IT IS A STANDARD TRIANGULATION STATION DISK
 GB1572'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GB1572'PROJECTS 6 INCHES AND THE DISK IS STAMPED NEELEY 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1573 ***********************************************************************
 GB1573  DESIGNATION -  NEELEY RM 1
 GB1573  PID         -  GB1573
 GB1573  STATE/COUNTY-  TN/CLAY
 GB1573  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1573
 GB1573                         *CURRENT SURVEY CONTROL
 GB1573  ___________________________________________________________________
 GB1573* NAD 83(1986)-  36 33 45.     (N)    085 26 41.     (W)     SCALED    
 GB1573* NAVD 88     -       307.956  (meters)    1010.35   (feet)  ADJUSTED  
 GB1573  ___________________________________________________________________
 GB1573  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1573  DYNAMIC HT  -         307.691 (meters)    1009.48  (feet)  COMP
 GB1573  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GB1573
 GB1573  VERT ORDER  -  SECOND    CLASS 0
 GB1573
 GB1573.The horizontal coordinates were scaled from a topographic map and have
 GB1573.an estimated accuracy of +/- 6 seconds.
 GB1573
 GB1573.The orthometric height was determined by differential leveling
 GB1573.and adjusted by the National Geodetic Survey in June 1991..
 GB1573
 GB1573.The geoid height was determined by GEOID03.
 GB1573
 GB1573.The dynamic height is computed by dividing the NAVD 88
 GB1573.geopotential number by the normal gravity value computed on the
 GB1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1573.degrees latitude (g = 980.6199 gals.).
 GB1573
 GB1573.The modeled gravity was interpolated from observed gravity values.
 GB1573
 GB1573;                    North         East    Units  Estimated Accuracy
 GB1573;SPC TN       -   247,470.      649,710.      MT  (+/- 180 meters Scaled)
 GB1573
 GB1573                          SUPERSEDED SURVEY CONTROL
 GB1573
 GB1573  NGVD 29 (??/??/92)  308.060  (m)         1010.69   (f) ADJ UNCH    2 0
 GB1573
 GB1573.Superseded values are not recommended for survey control.
 GB1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1573.See file dsdata.txt to determine how the superseded data were derived.
 GB1573
 GB1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF391474(NAD 83)
 GB1573_MARKER: DR = REFERENCE MARK DISK
 GB1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1573_STAMPING: NEELEY NO 1 1949
 GB1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1573+STABILITY: SURFACE MOTION
 GB1573
 GB1573  HISTORY     - Date     Condition        Report By
 GB1573  HISTORY     - 1949     MONUMENTED       CGS
 GB1573  HISTORY     - 1951     GOOD             NGS
 GB1573  HISTORY     - 1966     GOOD             NGS
 GB1573
 GB1573                          STATION DESCRIPTION
 GB1573
 GB1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1573'5.1 MI NE FROM CELINA.
 GB1573'ABOUT 5.1 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 53 FROM
 GB1573'THE COURT HOUSE AT CELINA, ABOUT 1.1 MILES NORTH OF JUNCTION OF
 GB1573'A ROAD NORTHEAST TO CALINA BOAT DOCK, 21 FEET EAST OF CENTER
 GB1573'LINE OF HIGHWAY, 28.65 FEET SOUTHWEST OF STATION MARK, 40
 GB1573'FEET SOUTH OF RM NO. 2, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 GB1573'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK
 GB1573'IS 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GB1573
 GB1573                          STATION RECOVERY (1966)
 GB1573
 GB1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1571 ***********************************************************************
 GB1571  DESIGNATION -  NEELEY RM 2
 GB1571  PID         -  GB1571
 GB1571  STATE/COUNTY-  TN/CLAY
 GB1571  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1571
 GB1571                         *CURRENT SURVEY CONTROL
 GB1571  ___________________________________________________________________
 GB1571* NAD 83(1986)-  36 33 45.     (N)    085 26 41.     (W)     SCALED    
 GB1571* NAVD 88     -       307.586  (meters)    1009.14   (feet)  ADJUSTED  
 GB1571  ___________________________________________________________________
 GB1571  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1571  DYNAMIC HT  -         307.321 (meters)    1008.27  (feet)  COMP
 GB1571  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GB1571
 GB1571  VERT ORDER  -  SECOND    CLASS 0
 GB1571
 GB1571.The horizontal coordinates were scaled from a topographic map and have
 GB1571.an estimated accuracy of +/- 6 seconds.
 GB1571
 GB1571.The orthometric height was determined by differential leveling
 GB1571.and adjusted by the National Geodetic Survey in June 1991..
 GB1571
 GB1571.The geoid height was determined by GEOID03.
 GB1571
 GB1571.The dynamic height is computed by dividing the NAVD 88
 GB1571.geopotential number by the normal gravity value computed on the
 GB1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1571.degrees latitude (g = 980.6199 gals.).
 GB1571
 GB1571.The modeled gravity was interpolated from observed gravity values.
 GB1571
 GB1571;                    North         East    Units  Estimated Accuracy
 GB1571;SPC TN       -   247,470.      649,710.      MT  (+/- 180 meters Scaled)
 GB1571
 GB1571                          SUPERSEDED SURVEY CONTROL
 GB1571
 GB1571  NGVD 29 (??/??/92)  307.688  (m)         1009.47   (f) ADJ UNCH    2 0
 GB1571
 GB1571.Superseded values are not recommended for survey control.
 GB1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1571.See file dsdata.txt to determine how the superseded data were derived.
 GB1571
 GB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF391474(NAD 83)
 GB1571_MARKER: DR = REFERENCE MARK DISK
 GB1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1571_STAMPING: NEELEY NO 2 1949
 GB1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1571+STABILITY: SURFACE MOTION
 GB1571
 GB1571  HISTORY     - Date     Condition        Report By
 GB1571  HISTORY     - 1949     MONUMENTED       CGS
 GB1571  HISTORY     - 1966     GOOD             NGS
 GB1571
 GB1571                          STATION DESCRIPTION
 GB1571
 GB1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1571'5.1 MI NE FROM CELINA.
 GB1571'THIS MARK IS LOCATED AT THE NEELEY 1949 TRIANGULATION STATION
 GB1571'SITE, ABOUT 5.1 MILES EAST AND NORTHEAST ALONG STATE ROUTE 53
 GB1571'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, 40 FEET SOUTH OF A
 GB1571'METAL WITNESS POST AND SIGN, 24 FEET EAST OF THE APPROXIMATE
 GB1571'CENTER OF STATE ROUTE 53, 20.03 FEET NORTHWEST OF THE STATION,
 GB1571'14 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND ABOUT LEVEL
 GB1571'WITH THE SURFACE OF THE HIGHWAY.  IT IS A STANDARD REFERENCE
 GB1571'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 GB1571'THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED NEELEY NO 2
 GB1571'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0653 ***********************************************************************
 GC0653  DESIGNATION -  NEGLEY
 GC0653  PID         -  GC0653
 GC0653  STATE/COUNTY-  TN/DAVIDSON
 GC0653  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0653
 GC0653                         *CURRENT SURVEY CONTROL
 GC0653  ___________________________________________________________________
 GC0653* NAD 83(1995)-  36 08 43.17590(N)    086 46 27.58754(W)     ADJUSTED  
 GC0653* NAVD 88     -       190.531  (meters)     625.10   (feet)  ADJUSTED  
 GC0653  ___________________________________________________________________
 GC0653  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC0653  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0653  DYNAMIC HT  -         190.368 (meters)     624.57  (feet)  COMP
 GC0653  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0653
 GC0653  HORZ ORDER  -  SECOND
 GC0653  VERT ORDER  -  SECOND    CLASS 0
 GC0653
 GC0653.The horizontal coordinates were established by classical geodetic methods
 GC0653.and adjusted by the National Geodetic Survey in April 1999..
 GC0653
 GC0653.The orthometric height was determined by differential leveling
 GC0653.and adjusted by the National Geodetic Survey in June 1991..
 GC0653
 GC0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0653
 GC0653.The geoid height was determined by GEOID03.
 GC0653
 GC0653.The dynamic height is computed by dividing the NAVD 88
 GC0653.geopotential number by the normal gravity value computed on the
 GC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0653.degrees latitude (g = 980.6199 gals.).
 GC0653
 GC0653.The modeled gravity was interpolated from observed gravity values.
 GC0653
 GC0653;                    North         East     Units Scale Factor Converg.
 GC0653;SPC TN       -   201,315.924   530,315.180   MT  0.99996311   -0 27 12.0
 GC0653;SPC TN       -   660,483.99  1,739,875.72   sFT  0.99996311   -0 27 12.0
 GC0653;UTM  16      - 4,000,091.080   520,301.746   MT  0.99960508   +0 07 59.2
 GC0653
 GC0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0653!SPC TN       -   0.99997469  x   0.99996311  =   0.99993780
 GC0653!UTM  16      -   0.99997469  x   0.99960508  =   0.99957978
 GC0653
 GC0653:                Primary Azimuth Mark                     Grid Az
 GC0653:SPC TN       -  NASHVILLE RADIO STA WKDA MAST            013 36 40.5
 GC0653:UTM  16      -  NASHVILLE RADIO STA WKDA MAST            013 01 29.3
 GC0653
 GC0653|---------------------------------------------------------------------|
 GC0653| PID    Reference Object                     Distance      Geod. Az  |
 GC0653|                                                           dddmmss.s |
 GC0653| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 1.3 KM 0130928.5 |
 GC0653| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 2.0 KM 1162952.2 |
 GC0653| GC0654 NEGLEY RM 1                          14.448 METERS 19423     |
 GC0653| GC0655 NEGLEY RM 2                          15.566 METERS 25342     |
 GC0653| GC0658 ROSE                                APPROX. 1.7 KM 2935255.4 |
 GC0653|---------------------------------------------------------------------|
 GC0653
 GC0653                          SUPERSEDED SURVEY CONTROL
 GC0653
 GC0653  NAD 83(1995)-  36 08 43.17798(N)    086 46 27.58954(W) AD(       ) 2
 GC0653  NAD 83(1995)-  36 08 43.17997(N)    086 46 27.58950(W) AD(       ) 2
 GC0653  NAD 83(1986)-  36 08 43.18602(N)    086 46 27.59066(W) AD(       ) 2
 GC0653  NAD 27      -  36 08 42.97930(N)    086 46 27.59420(W) AD(       ) 2
 GC0653  NGVD 29 (??/??/92)  190.553  (m)          625.17   (f) ADJ UNCH    2 0
 GC0653
 GC0653.Superseded values are not recommended for survey control.
 GC0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0653.See file dsdata.txt to determine how the superseded data were derived.
 GC0653
 GC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2030200091(NAD 83)
 GC0653_MARKER: DS = TRIANGULATION STATION DISK
 GC0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0653_STAMPING: NEGLEY 1959
 GC0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0653+STABILITY: SURFACE MOTION
 GC0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0653+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0653
 GC0653  HISTORY     - Date     Condition        Report By
 GC0653  HISTORY     - 1959     MONUMENTED       CGS
 GC0653  HISTORY     - 1960     GOOD             NGS
 GC0653  HISTORY     - 20030122 GOOD             TNDT
 GC0653
 GC0653                          STATION DESCRIPTION
 GC0653
 GC0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0653'THE STATION IS LOCATED IN FORT NEGLEY PARK ABOUT 1-1/2 MILES
 GC0653'SOUTH-SOUTHEAST OF THE NASHVILLE STATE CAPITOL BUILDING AND IN
 GC0653'THE NORTHEAST CORNER OF THE INNER WALL OF THE FORT.
 GC0653'
 GC0653'TO REACH FROM THE INTERSECTION OF EIGHTH AVE. S. AND BROADWAY, GO
 GC0653'SOUTHERLY ON EIGHTH AVE. S. FOR 1.05 MILES TO OLYMPIC ST.,
 GC0653'TURN LEFT AND GO EAST ON OLYMPIC ST. FOR 0.1 MILE TO RIDLEY BLVD.,
 GC0653'CONTINUE ACROSS RIDLEY BLVD. AND INTO THE ENTRANCE OF THE FORT
 GC0653'NEGLEY PARK, KEEP LEFT FORK GOING AROUND THE WEST AND NORTH SIDE OF
 GC0653'THE HILL FOR 0.25 MILE TO A WIDE PLACE IN THE ROAD AND A TRACK ROAD
 GC0653'RIGHT, TURN SHARP RIGHT AND GO UP HILL FOR 0.05 MILE TO A FORK AT THE
 GC0653'TOP OF HILL AND STATION SITE ON THE LEFT ABOUT 75 FEET.
 GC0653'
 GC0653'THE STATION MARK IS A STANDARD STATION DISK STAMPED NEGLEY 1959.  THE
 GC0653'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC0653'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 11 FEET SOUTH OF THE
 GC0653'NORTH EDGE OF THE FORTS INNER WALL, 11 FEET WEST OF THE EAST
 GC0653'EDGE OF THE FORTS INNER WALL AND 8 FEET SOUTH OF A WITNESS SIGN.
 GC0653'
 GC0653'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 GC0653'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED NEGLEY
 GC0653'1959.
 GC0653'
 GC0653'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED NEGLEY NO.
 GC0653'1 1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0653'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS PLACED ON THE
 GC0653'EASTERN INNER WALL OF THE FORT, 9 FEET WEST OF THE EAST EDGE OF
 GC0653'THE INNER WALL AND 6 FEET EAST OF THE WEST EDGE OF THE INNER WALL.
 GC0653'
 GC0653'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED NEGLEY NO.
 GC0653'2 1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0653'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS PLACED ON THE
 GC0653'NORTHERN INNER WALL OF THE FORT, 12 FEET SOUTH OF THE NORTH EDGE
 GC0653'OF THE INNER WALL AND 4 FEET NORTH OF THE SOUTH EDGE OF THE INNER
 GC0653'WALL.
 GC0653'
 GC0653'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 GC0653'SUITABLE LOCATION FOUND.
 GC0653'
 GC0653'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 GC0653
 GC0653                          STATION RECOVERY (1960)
 GC0653
 GC0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0653'AT NASHVILLE.
 GC0653'THE STATION IS LOCATED IN FORT NEGLEY PARK ABOUT 1 1/2 MILES
 GC0653'SOUTH-SOUTHEAST OF THE STATE CAPITOL BUILDING AND IN THE NORTHEAST
 GC0653'CORNER OF THE INNER WALL OF THE FORT.  TO REACH FROM THE
 GC0653'INTERSECTION OF EIGHTH AVE. S. AND BROADWAY, GO SOUTHERLY ON
 GC0653'EIGHTH AVE. S. FOR 1.05 MILES TO OLYMPIC ST., TURN LEFT AND
 GC0653'GO EAST ON OLYMPIC ST. FOR 0.1 MILE TO RIDLEY BLVD. CONTINUE
 GC0653'ACROSS RIDLEY BLVD. AND INTO THE ENTRANCE OF THE FORT NEGLEY
 GC0653'PARK, KEEP LEFT FORK GOING AROUND THE WEST AND NORTH SIDE OF THE
 GC0653'HILL FOR 0.25 MILE TO A WIDE PLACE IN THE ROAD AND A TRACK ROAD
 GC0653'RIGHT, TURN SHARP RIGHT AND GO UP HILL FOR 0.05 MILE TO A FORK
 GC0653'AT THE TOP OF HILL, AND THE STATION SITE ON THE LEFT ABOUT
 GC0653'75 FT..  THE STATION MARK IS 11 FT. SOUTH OF THE NORTH EDGE
 GC0653'OF THE FORTS INNER WALL, 11 FT. WEST OF THE EAST EDGE OF THE
 GC0653'FORTS INNER WALL AND 8 FT. SOUTH OF A WITNESS SIGN, IN THE TOP OF
 GC0653'A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0653
 GC0653                          STATION RECOVERY (2003)
 GC0653
 GC0653'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0654 ***********************************************************************
 GC0654  DESIGNATION -  NEGLEY RM 1
 GC0654  PID         -  GC0654
 GC0654  STATE/COUNTY-  TN/DAVIDSON
 GC0654  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0654
 GC0654                         *CURRENT SURVEY CONTROL
 GC0654  ___________________________________________________________________
 GC0654* NAD 83(1986)-  36 08 42.     (N)    086 46 27.     (W)     SCALED    
 GC0654* NAVD 88     -       190.733  (meters)     625.76   (feet)  ADJUSTED  
 GC0654  ___________________________________________________________________
 GC0654  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0654  DYNAMIC HT  -         190.570 (meters)     625.23  (feet)  COMP
 GC0654  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0654
 GC0654  VERT ORDER  -  SECOND    CLASS 0
 GC0654
 GC0654.The horizontal coordinates were scaled from a topographic map and have
 GC0654.an estimated accuracy of +/- 6 seconds.
 GC0654
 GC0654.The orthometric height was determined by differential leveling
 GC0654.and adjusted by the National Geodetic Survey in June 1991..
 GC0654
 GC0654.The geoid height was determined by GEOID03.
 GC0654
 GC0654.The dynamic height is computed by dividing the NAVD 88
 GC0654.geopotential number by the normal gravity value computed on the
 GC0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0654.degrees latitude (g = 980.6199 gals.).
 GC0654
 GC0654.The modeled gravity was interpolated from observed gravity values.
 GC0654
 GC0654;                    North         East    Units  Estimated Accuracy
 GC0654;SPC TN       -   201,280.      530,330.      MT  (+/- 180 meters Scaled)
 GC0654
 GC0654                          SUPERSEDED SURVEY CONTROL
 GC0654
 GC0654  NGVD 29 (??/??/92)  190.755  (m)          625.84   (f) ADJ UNCH    2 0
 GC0654
 GC0654.Superseded values are not recommended for survey control.
 GC0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0654.See file dsdata.txt to determine how the superseded data were derived.
 GC0654
 GC0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF203000(NAD 83)
 GC0654_MARKER: DR = REFERENCE MARK DISK
 GC0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0654_STAMPING: NEGLEY NO 1 1959
 GC0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0654+STABILITY: SURFACE MOTION
 GC0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0654+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0654
 GC0654  HISTORY     - Date     Condition        Report By
 GC0654  HISTORY     - 1959     MONUMENTED       CGS
 GC0654  HISTORY     - 1960     GOOD             NGS
 GC0654  HISTORY     - 20030122 GOOD             TNDT
 GC0654
 GC0654                          STATION DESCRIPTION
 GC0654
 GC0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0654'AT NASHVILLE.
 GC0654'THIS MARK IS LOCATED AT THE NEGLEY 1959 STATION SITE, 47.4 FT.
 GC0654'SOUTH OF THE STATION MARK, AT THE EASTERN INNER WALL OF THE
 GC0654'FORT, 9 FT. WEST OF THE EAST EDGE OF THE INNER WALL AND 6 FT.
 GC0654'EAST OF THE WEST EDGE OF THE INNER WALL, IN THE TOP OF A CONCRETE
 GC0654'POST THAT IS FLUSH WITH THE GROUND.
 GC0654
 GC0654                          STATION RECOVERY (2003)
 GC0654
 GC0654'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0655 ***********************************************************************
 GC0655  DESIGNATION -  NEGLEY RM 2
 GC0655  PID         -  GC0655
 GC0655  STATE/COUNTY-  TN/DAVIDSON
 GC0655  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0655
 GC0655                         *CURRENT SURVEY CONTROL
 GC0655  ___________________________________________________________________
 GC0655* NAD 83(1986)-  36 08 42.     (N)    086 46 27.     (W)     SCALED    
 GC0655* NAVD 88     -       190.546  (meters)     625.15   (feet)  ADJUSTED  
 GC0655  ___________________________________________________________________
 GC0655  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0655  DYNAMIC HT  -         190.382 (meters)     624.61  (feet)  COMP
 GC0655  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0655
 GC0655  VERT ORDER  -  SECOND    CLASS 0
 GC0655
 GC0655.The horizontal coordinates were scaled from a topographic map and have
 GC0655.an estimated accuracy of +/- 6 seconds.
 GC0655
 GC0655.The orthometric height was determined by differential leveling
 GC0655.and adjusted by the National Geodetic Survey in June 1991..
 GC0655
 GC0655.The geoid height was determined by GEOID03.
 GC0655
 GC0655.The dynamic height is computed by dividing the NAVD 88
 GC0655.geopotential number by the normal gravity value computed on the
 GC0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0655.degrees latitude (g = 980.6199 gals.).
 GC0655
 GC0655.The modeled gravity was interpolated from observed gravity values.
 GC0655
 GC0655;                    North         East    Units  Estimated Accuracy
 GC0655;SPC TN       -   201,280.      530,330.      MT  (+/- 180 meters Scaled)
 GC0655
 GC0655                          SUPERSEDED SURVEY CONTROL
 GC0655
 GC0655  NGVD 29 (??/??/92)  190.568  (m)          625.22   (f) ADJ UNCH    2 0
 GC0655
 GC0655.Superseded values are not recommended for survey control.
 GC0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0655.See file dsdata.txt to determine how the superseded data were derived.
 GC0655
 GC0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF203000(NAD 83)
 GC0655_MARKER: DR = REFERENCE MARK DISK
 GC0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0655_STAMPING: NEGLEY NO 2 1959
 GC0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0655+STABILITY: SURFACE MOTION
 GC0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0655+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0655
 GC0655  HISTORY     - Date     Condition        Report By
 GC0655  HISTORY     - 1959     MONUMENTED       CGS
 GC0655  HISTORY     - 1960     GOOD             NGS
 GC0655  HISTORY     - 20030122 GOOD             TNDT
 GC0655
 GC0655                          STATION DESCRIPTION
 GC0655
 GC0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0655'AT NASHVILLE.
 GC0655'THIS MARK IS LOCATED AT THE NEGLEY 1959 STATION SITE, 51 FT.
 GC0655'SOUTHWEST OF THE STATION MARK, ON THE NORTHERN INNER WALL OF THE
 GC0655'FORT, 12 FT. NORTH OF THE NORTH EDGE OF THE INNER WALL AND
 GC0655'4 FT. NORTH OF THE SOUTH EDGE OF THE INNER WALL, IN THE TOP OF
 GC0655'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0655
 GC0655                          STATION RECOVERY (2003)
 GC0655
 GC0655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1455 ***********************************************************************
 FD1455  DESIGNATION -  NEIL
 FD1455  PID         -  FD1455
 FD1455  STATE/COUNTY-  TN/MARSHALL
 FD1455  USGS QUAD   -  BELFAST (1982)
 FD1455
 FD1455                         *CURRENT SURVEY CONTROL
 FD1455  ___________________________________________________________________
 FD1455* NAD 83(1995)-  35 26 48.51659(N)    086 41 24.03184(W)     ADJUSTED  
 FD1455* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 FD1455  ___________________________________________________________________
 FD1455  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FD1455  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1455
 FD1455  HORZ ORDER  -  SECOND
 FD1455
 FD1455.The horizontal coordinates were established by classical geodetic methods
 FD1455.and adjusted by the National Geodetic Survey in April 1999..
 FD1455
 FD1455.The orthometric height was scaled from a topographic map.
 FD1455
 FD1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1455
 FD1455.The geoid height was determined by GEOID03.
 FD1455
 FD1455;                    North         East     Units Scale Factor Converg.
 FD1455;SPC TN       -   123,760.529   537,357.003   MT  0.99997110   -0 24 14.3
 FD1455;SPC TN       -   406,037.67  1,762,978.77   sFT  0.99997110   -0 24 14.3
 FD1455;UTM  16      - 3,922,638.580   528,132.626   MT  0.99960975   +0 10 47.2
 FD1455
 FD1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1455!SPC TN       -   0.99995697  x   0.99997110  =   0.99992807
 FD1455!UTM  16      -   0.99995697  x   0.99960975  =   0.99956673
 FD1455
 FD1455:                Primary Azimuth Mark                     Grid Az
 FD1455:SPC TN       -  NEIL AZ MK                               017 34 02.1
 FD1455:UTM  16      -  NEIL AZ MK                               016 59 00.6
 FD1455
 FD1455|---------------------------------------------------------------------|
 FD1455| PID    Reference Object                     Distance      Geod. Az  |
 FD1455|                                                           dddmmss.s |
 FD1455| CG6187 NEIL AZ MK                                         0170947.8 |
 FD1455| FD1452 SHELBYVILLE MUNICIPAL TANK          APPROX.22.2 KM 0805939.7 |
 FD1455| CG6188 NEIL RM 1                            20.454 METERS 10925     |
 FD1455| CG6189 NEIL RM 2                            10.998 METERS 21504     |
 FD1455| FD1462 LEWISBURG MUNICIPAL TANK            APPROX. 9.3 KM 2725243.9 |
 FD1455|---------------------------------------------------------------------|
 FD1455
 FD1455                          SUPERSEDED SURVEY CONTROL
 FD1455
 FD1455  NAD 83(1995)-  35 26 48.52092(N)    086 41 24.03258(W) AD(       ) 2
 FD1455  NAD 83(1995)-  35 26 48.52135(N)    086 41 24.03278(W) AD(       ) 2
 FD1455  NAD 83(1986)-  35 26 48.52711(N)    086 41 24.03140(W) AD(       ) 2
 FD1455  NAD 27      -  35 26 48.26200(N)    086 41 24.04100(W) AD(       ) 2
 FD1455
 FD1455.Superseded values are not recommended for survey control.
 FD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1455.See file dsdata.txt to determine how the superseded data were derived.
 FD1455
 FD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2813322639(NAD 83)
 FD1455_MARKER: DS = TRIANGULATION STATION DISK
 FD1455_SETTING: 66 = SET IN ROCK OUTCROP
 FD1455_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FD1455
 FD1455  HISTORY     - Date     Condition        Report By
 FD1455  HISTORY     - 1934     MONUMENTED       CGS
 FD1455  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FD1455
 FD1455                          STATION DESCRIPTION
 FD1455
 FD1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1455'ABOUT 5.5 MILES EAST OF LEWISBURG, 2.5 MILES EAST-NORTHEAST OF
 FD1455'BELFAST, ON SMALL
 FD1455'FLAT-TOPPED HILL KNOWN LOCALLY AS GLENN HILL, AND
 FD1455'ON PROPERTY OF MRS MARY NEIL.  TO
 FD1455'REACH FROM COURTHOUSE AT LEWISBURG,
 FD1455'GO EAST ON STREET ON NORTH SIDE OF COURTHOUSE 0.2
 FD1455'MILE, CROSS CREEK
 FD1455'BRIDGE, TURN LEFT AND THEN RIGHT BETWEEN STONE WALLS, GO 0.6 MILE TO
 FD1455'THE HARWELL AND
 FD1455'FINLEY STORE, KEEP STRAIGHT AHEAD ON MAIN ROAD 3.8
 FD1455'MILES TO STONE WALL, FOLLOW RIGHT
 FD1455'FORK 0.55 MILE, FOLLOW LEFT FORK
 FD1455'0.1 MILE, AND FOLLOW LEFT FORK 0.3 MILE TO HOME OF
 FD1455'OTIS LUNA.
 FD1455'STATION IS ON PROMINENT KNOB ABOUT 0.5 MILE EAST.  GO BY WAY OF
 FD1455'SPRING ABOUT 0.25
 FD1455'MILE SOUTH OF STATION AND THEN LEFT (NORTH) UP
 FD1455'DIVIDE TO STATION SITE.  STATION IS
 FD1455'AT SOUTH END OF RIDGE, 19 FEET
 FD1455'NORTHEAST OF BLAZED 9-INCH HACKBERRY TREE, 24 FEET
 FD1455'SOUTHEAST OF
 FD1455'BLAZED ASH, 24 FEET SOUTH OF BLAZED WHITE OAK, AND 27.3 FEET
 FD1455'NORTHWEST OF
 FD1455'ANOTHER BLAZED HACKBERRY TREE.  MARK IS STANDARD STATION
 FD1455'DISK IN FLAT-TOPPED ROCK
 FD1455'OUTCROP.  REFERENCE AND AZIMUTH
 FD1455'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1455'OUTCROPPING BEDROCK.
 FD1455'NO 1 IS ABOUT 2 FEET LOWER THAN AND 20.454 METERS (67.11
 FD1455'FEET) FROM
 FD1455'STATION S 70 DEG 35 MIN E.  NO 2 IS ALONG TOP OF RIDGE AND
 FD1455'10.998 METERS
 FD1455'(36.08 FEET) FROM STATION S 35 DEG 04 MIN W.
 FD1455'AZIMUTH MARK IS IN LARGE FLAT
 FD1455'ROCK OUTCROP AND SLIGHTLY HIGHER THAN
 FD1455'AND 150 YARDS FROM STATION N 17 DEG 10 MIN E.
 FD1455
 FD1455                          STATION RECOVERY (1962)
 FD1455
 FD1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1455'THE STATION MARK WAS FOUND IN FAIR CONDITION.  THE GROUTING AROUND
 FD1455'THE MARK HAD BEEN BROKEN
 FD1455'AWAY BUT THE DISK WAS STILL VERY FIRM IN THE DRILL HOLE
 FD1455'AND WAS REGROUTED IN THE EXACT
 FD1455'ORIGINAL POSITION.  REFERENCE MARK NO
 FD1455'1, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1455'RECOVERED IN GOOD
 FD1455'CONDITION.  THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 FD1455'FOLLOWING IS A
 FD1455'NEW AND COMPLETE DESCRIPTION.
 FD1455'
 FD1455'THE STATION IS ON THE TOP OF A SMALL, FLAT-TOPPED HILL KNOWN LOCALLY
 FD1455'AS GLENN HILL ON THE
 FD1455'PROPERTY OF MR PAUL JONES, ABOUT 5.5 MILES EAST OF
 FD1455'LEWISBURG, AND 2.5 MILES
 FD1455'EAST-NORTHEAST OF BELFAST.
 FD1455'
 FD1455'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF BELFAST, GO
 FD1455'NORTH ON THE FARMINGTON
 FD1455'ROAD (COUNTY ROAD R 7109) FOR 1.55 MILES TO AN ANGLING
 FD1455'CROSSROAD, KEEP LEFT, NORTHERLY
 FD1455'ON FARMINGTON ROAD FOR 0.65 MILE TO A
 FD1455'TRACK ROAD ON THE RIGHT JUST AFTER PASSING OTIS
 FD1455'LUNAS FARM.  HERE
 FD1455'TURN RIGHT ON THIS TRACK ROAD AND GO EASTERLY FOR 0.05 MILE TO A
 FD1455'POLE GATE AT LARGE
 FD1455'CEDAR TREE, PASS THROUGH THIS GATE AND CONTINUE
 FD1455'EASTERLY ACROSS PASTURE FOR 0.4
 FD1455'MILE TO A FENCE JUST EAST OF A SMALL
 FD1455'STOCK POND END OF TRUCK TRAVEL.  FROM THIS POINT,
 FD1455'CROSS FENCE AND
 FD1455'PACK EASTERLY, UPHILL, THROUGH DENSE WOODS FOR ABOUT 0.15 MILE TO
 FD1455'THE TOP OF THE
 FD1455'HILL AT A NORTH-SOUTH FENCE AND THE STATION JUST WEST OF
 FD1455'THIS FENCE.  THIS IS ABOUT A
 FD1455'5 MINUTE PACK.
 FD1455'
 FD1455'THE STATION IS 38 FEET WEST OF A WOVEN WIRE FENCE, 30 FEET SOUTHEAST
 FD1455'OF A 16-INCH, TRIANGLE
 FD1455'BLAZED ASH TREE, 19 FEET NORTHEAST OF A 10-INCH,
 FD1455'TRIANGLE BLAZED HACKBERRY TREE, AND
 FD1455'IS SURROUNDED BY A CIRCULAR WALL
 FD1455'OF STONE.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 FD1455'HOLE IN
 FD1455'OUTCROPPING BEDROCK AND THE DISK IS STAMPED NEIL 1934.
 FD1455'
 FD1455'REFERENCE MARK NO 1 IS ACROSS THE FENCE FROM THE STATION ON THE
 FD1455'PROPERTY OF MR ROY BEECH,
 FD1455'27 FEET EAST OF A WOVEN WIRE FENCE, 25 FEET SOUTH OF A
 FD1455'20-INCH, TRIANGLE BLAZED ELM
 FD1455'TREE, AND 11,5 FEET WEST OF AN 8-INCH,
 FD1455'TRIANGLE BLAZED HICKORY TREE.  IT IS A STANDARD
 FD1455'DISK CEMENTED IN A
 FD1455'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED NEIL NO
 FD1455'1 1934.
 FD1455'
 FD1455'REFERENCE MARK NO 2 IS ON THE SAME SIDE OF THE FENCE AS THE STATION,
 FD1455'19 FEET SOUTH OF A
 FD1455'10-INCH, TRIANGLE BLAZED HACKBERRY TREE, 16.5 FEET NORTH
 FD1455'OF AN 8-INCH, TRIANGLE BLAZED
 FD1455'ASH TREE, AND 16 FEET WEST OF AN
 FD1455'8-INCH, TRIANGLE BLAZED BOXELDER TREE.  IT IS A
 FD1455'STANDARD DISK
 FD1455'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 FD1455'STAMPED NEIL NO
 FD1455'2 1934.
 FD1455'
 FD1455'THE AZIMUTH MARK IS ACROSS THE FENCE AND ABOUT 4 FEET ABOVE THE
 FD1455'ELEVATION OF THE STATION
 FD1455'ON THE PROPERTY OF MR ROY BEECH, 35 FEET SOUTH OF A
 FD1455'36-INCH, TRIANGLE BLAZED
 FD1455'BOXELDER TREE, 28.5 FEET EAST OF A WOVEN
 FD1455'WIRE FENCE, AND 11 FEET EAST OF AN 8-INCH,
 FD1455'TRIANGLE BLAZED ASH TREE.
 FD1455'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 FD1455'IN
 FD1455'OUTCROPPING BEDROCK AND THE DISK IS STAMPED NEIL AZI 1934.
 FD1455'
 FD1455'NOTE.  THIS STATION COULD BE DRIVEN TO WITH FOUR-WHEEL DRIVE TRUCK BY
 FD1455'GOIND TO THE NORTH END OF
 FD1455'THE HILL AND PICKING WAY ALONG SLOPE TO THE SUMMIT
 FD1455'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1430 ***********************************************************************
 FC1430  DESIGNATION -  NEVILL
 FC1430  PID         -  FC1430
 FC1430  STATE/COUNTY-  TN/COFFEE
 FC1430  USGS QUAD   -  ALTO (1947)
 FC1430
 FC1430                         *CURRENT SURVEY CONTROL
 FC1430  ___________________________________________________________________
 FC1430* NAD 83(1995)-  35 21 46.84272(N)    085 57 48.11250(W)     ADJUSTED  
 FC1430* NAVD 88     -       324.799  (meters)    1065.61   (feet)  ADJUSTED  
 FC1430  ___________________________________________________________________
 FC1430  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FC1430  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1430  DYNAMIC HT  -         324.487 (meters)    1064.59  (feet)  COMP
 FC1430  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1430
 FC1430  HORZ ORDER  -  SECOND
 FC1430  VERT ORDER  -  SECOND    CLASS 0
 FC1430
 FC1430.The horizontal coordinates were established by classical geodetic methods
 FC1430.and adjusted by the National Geodetic Survey in April 1999..
 FC1430
 FC1430.The orthometric height was determined by differential leveling
 FC1430.and adjusted by the National Geodetic Survey in June 1991..
 FC1430
 FC1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1430
 FC1430.The geoid height was determined by GEOID03.
 FC1430
 FC1430.The dynamic height is computed by dividing the NAVD 88
 FC1430.geopotential number by the normal gravity value computed on the
 FC1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1430.degrees latitude (g = 980.6199 gals.).
 FC1430
 FC1430.The modeled gravity was interpolated from observed gravity values.
 FC1430
 FC1430;                    North         East     Units Scale Factor Converg.
 FC1430;SPC TN       -   114,243.287   603,329.483   MT  0.99998198   +0 01 17.2
 FC1430;SPC TN       -   374,813.18  1,979,423.48   sFT  0.99998198   +0 01 17.2
 FC1430;UTM  16      - 3,913,794.013   594,176.743   MT  0.99970930   +0 36 00.0
 FC1430
 FC1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1430!SPC TN       -   0.99995355  x   0.99998198  =   0.99993553
 FC1430!UTM  16      -   0.99995355  x   0.99970930  =   0.99966287
 FC1430
 FC1430|---------------------------------------------------------------------|
 FC1430| PID    Reference Object                     Distance      Geod. Az  |
 FC1430|                                                           dddmmss.s |
 FC1430| FC1431 NEVILL RM 1                          20.980 METERS 01840     |
 FC1430| CG6190 NEVILL AZ MK                                       0733930.6 |
 FC1430| FC1429 NEVILL RM 2                          25.572 METERS 10430     |
 FC1430|---------------------------------------------------------------------|
 FC1430
 FC1430                          SUPERSEDED SURVEY CONTROL
 FC1430
 FC1430  NAD 83(1995)-  35 21 46.84855(N)    085 57 48.11297(W) AD(       ) 2
 FC1430  NAD 83(1995)-  35 21 46.84815(N)    085 57 48.11335(W) AD(       ) 2
 FC1430  NAD 83(1995)-  35 21 46.85035(N)    085 57 48.11031(W) AD(       ) 2
 FC1430  NAD 83(1986)-  35 21 46.85269(N)    085 57 48.10891(W) AD(       ) 2
 FC1430  NAD 27      -  35 21 46.56660(N)    085 57 48.17430(W) AD(       ) 2
 FC1430  NGVD 29 (??/??/92)  324.794  (m)         1065.60   (f) ADJ UNCH    2 0
 FC1430
 FC1430.Superseded values are not recommended for survey control.
 FC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1430.See file dsdata.txt to determine how the superseded data were derived.
 FC1430
 FC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9417713794(NAD 83)
 FC1430_MARKER: DE = TRAVERSE STATION DISK
 FC1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1430_STAMPING: NEVILL 1962
 FC1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1430+STABILITY: SURFACE MOTION
 FC1430
 FC1430  HISTORY     - Date     Condition        Report By
 FC1430  HISTORY     - 1962     MONUMENTED       CGS
 FC1430  HISTORY     - 1962     GOOD             CGS
 FC1430
 FC1430                          STATION DESCRIPTION
 FC1430
 FC1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1430'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PELHAM, 3 MILES
 FC1430'SOUTH OF HILLSBORO AND 1-1/4 MILE NORTH OF PRAIRIE PLAINS ON
 FC1430'PROPERTY OF MR. STROUD NEVILL.
 FC1430'
 FC1430'TO REACH THE STATION FROM THE CROSSROAD AND POST OFFICE IN HILLSBORO,
 FC1430'GO SOUTH ON A BLACK TOPPED ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT
 FC1430'AND GO 2.95 MILE TO A BOARD GATE ON THE RIGHT, OPPOSITE THE HOME OF
 FC1430'MR. W.A. LONG, TURN RIGHT THROUGH GATE AND GO 0.05 MILE TO A FORK
 FC1430'AND THE MARK ON THE LEFT.
 FC1430'
 FC1430'THE STATION IS 33 FEET WEST OF A ROAD FORK, 12 FEET NORTH OF EDGE OF
 FC1430'BANK OF A DITCH AND 2.1 FEET EAST OF A METAL WITNESS SIGN.  IT
 FC1430'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1430'PROJECTS 1 INCH AND IS STAMPED NEVILL 1962.
 FC1430'
 FC1430'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF A TRACK ROAD.  IT IS A
 FC1430'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FC1430'FLUSH AND IS STAMPED NEVILL NO 1 1962.
 FC1430'
 FC1430'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF A TRACK ROAD.  IT IS A
 FC1430'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FC1430'FLUSH AND IS STAMPED NEVILL NO 2 1962.
 FC1430'
 FC1430'THE AZIMUTH MARK IS 225 FEET NORTH OF A GRAVELED ROAD RIGHT, 67 FEET
 FC1430'SOUTH OF A POWER POLE, 50 FEET EAST OF THE APPROXIMATE
 FC1430'CENTER OF U.S. HIGHWAY NO. 41, 1.9 FEET NORTH OF A METAL WITNESS POST
 FC1430'AND 1 FOOT WEST OF A FENCE.
 FC1430'
 FC1430'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AND POST OFFICE IN
 FC1430'HILLSBORO, GO SOUTH EAST ON U.S. HIGHWAY NO. 41 FOR 3.25 MILE TO
 FC1430'THE MARK ON THE LEFT.
 FC1430'
 FC1430'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FC1430
 FC1430                          STATION RECOVERY (1962)
 FC1430
 FC1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1430'3.4 MI S FROM HILLSBORO.
 FC1430'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PELHAM, 3.4
 FC1430'MILES SOUTH OF HILLSBORO AND 1 1/4 MILE NORTH OF PRAIRIE PLAINS
 FC1430'ON THE PROPERTY OF MR. STROUD NEVILL.  TO REACH THE STATION
 FC1430'FROM THE CROSSROAD AND POST OFFICE IN HILLSBORO, GO SOUTH ON
 FC1430'A BLACK TOPPED ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT AND GO
 FC1430'2.95 MILE TO A BOARD GATE ON THE RIGHT, OPPOSITE THE HOME OF
 FC1430'MR. W.A. LONG, TURN RIGHT THROUGH GATE AND GO 0.05 MILE TO A
 FC1430'FORK AND THE MARK ON THE LEFT, 33 FEET WEST OF A ROAD FORK,
 FC1430'12 FEET NORTH OF A BANK OF A DITCH AND 2.1 FEET EAST OF A METAL
 FC1430'WITNESS SIGN.  A STANDARD TRAVERSE STATION DISK SET IN THE
 FC1430'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1431 ***********************************************************************
 FC1431  DESIGNATION -  NEVILL RM 1
 FC1431  PID         -  FC1431
 FC1431  STATE/COUNTY-  TN/COFFEE
 FC1431  USGS QUAD   -  ALTO (1947)
 FC1431
 FC1431                         *CURRENT SURVEY CONTROL
 FC1431  ___________________________________________________________________
 FC1431* NAD 83(1986)-  35 21 46.     (N)    085 57 48.     (W)     SCALED    
 FC1431* NAVD 88     -       324.016  (meters)    1063.04   (feet)  ADJUSTED  
 FC1431  ___________________________________________________________________
 FC1431  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1431  DYNAMIC HT  -         323.705 (meters)    1062.02  (feet)  COMP
 FC1431  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1431
 FC1431  VERT ORDER  -  SECOND    CLASS 0
 FC1431
 FC1431.The horizontal coordinates were scaled from a topographic map and have
 FC1431.an estimated accuracy of +/- 6 seconds.
 FC1431
 FC1431.The orthometric height was determined by differential leveling
 FC1431.and adjusted by the National Geodetic Survey in June 1991..
 FC1431
 FC1431.The geoid height was determined by GEOID03.
 FC1431
 FC1431.The dynamic height is computed by dividing the NAVD 88
 FC1431.geopotential number by the normal gravity value computed on the
 FC1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1431.degrees latitude (g = 980.6199 gals.).
 FC1431
 FC1431.The modeled gravity was interpolated from observed gravity values.
 FC1431
 FC1431;                    North         East    Units  Estimated Accuracy
 FC1431;SPC TN       -   114,220.      603,330.      MT  (+/- 180 meters Scaled)
 FC1431
 FC1431                          SUPERSEDED SURVEY CONTROL
 FC1431
 FC1431  NGVD 29 (??/??/92)  324.011  (m)         1063.03   (f) ADJ UNCH    2 0
 FC1431
 FC1431.Superseded values are not recommended for survey control.
 FC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1431.See file dsdata.txt to determine how the superseded data were derived.
 FC1431
 FC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE941137(NAD 83)
 FC1431_MARKER: DR = REFERENCE MARK DISK
 FC1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1431_STAMPING: NEVILL NO 1 1962
 FC1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1431+STABILITY: SURFACE MOTION
 FC1431
 FC1431  HISTORY     - Date     Condition        Report By
 FC1431  HISTORY     - 1962     MONUMENTED       CGS
 FC1431
 FC1431                          STATION DESCRIPTION
 FC1431
 FC1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1431'3.4 MI S FROM HILLSBORO.
 FC1431'AT THE NEVILL STATION SITE, 68.84 FEET NORTH OF THE STATION,
 FC1431'30 FEET NORTH OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK
 FC1431'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1429 ***********************************************************************
 FC1429  DESIGNATION -  NEVILL RM 2
 FC1429  PID         -  FC1429
 FC1429  STATE/COUNTY-  TN/COFFEE
 FC1429  USGS QUAD   -  ALTO (1947)
 FC1429
 FC1429                         *CURRENT SURVEY CONTROL
 FC1429  ___________________________________________________________________
 FC1429* NAD 83(1986)-  35 21 46.     (N)    085 57 48.     (W)     SCALED    
 FC1429* NAVD 88     -       323.366  (meters)    1060.91   (feet)  ADJUSTED  
 FC1429  ___________________________________________________________________
 FC1429  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1429  DYNAMIC HT  -         323.055 (meters)    1059.89  (feet)  COMP
 FC1429  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1429
 FC1429  VERT ORDER  -  SECOND    CLASS 0
 FC1429
 FC1429.The horizontal coordinates were scaled from a topographic map and have
 FC1429.an estimated accuracy of +/- 6 seconds.
 FC1429
 FC1429.The orthometric height was determined by differential leveling
 FC1429.and adjusted by the National Geodetic Survey in June 1991..
 FC1429
 FC1429.The geoid height was determined by GEOID03.
 FC1429
 FC1429.The dynamic height is computed by dividing the NAVD 88
 FC1429.geopotential number by the normal gravity value computed on the
 FC1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1429.degrees latitude (g = 980.6199 gals.).
 FC1429
 FC1429.The modeled gravity was interpolated from observed gravity values.
 FC1429
 FC1429;                    North         East    Units  Estimated Accuracy
 FC1429;SPC TN       -   114,220.      603,330.      MT  (+/- 180 meters Scaled)
 FC1429
 FC1429                          SUPERSEDED SURVEY CONTROL
 FC1429
 FC1429  NGVD 29 (??/??/92)  323.361  (m)         1060.89   (f) ADJ UNCH    2 0
 FC1429
 FC1429.Superseded values are not recommended for survey control.
 FC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1429.See file dsdata.txt to determine how the superseded data were derived.
 FC1429
 FC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE941137(NAD 83)
 FC1429_MARKER: DR = REFERENCE MARK DISK
 FC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1429_STAMPING: NEVILL NO 2 1962
 FC1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1429+STABILITY: SURFACE MOTION
 FC1429
 FC1429  HISTORY     - Date     Condition        Report By
 FC1429  HISTORY     - 1962     MONUMENTED       CGS
 FC1429
 FC1429                          STATION DESCRIPTION
 FC1429
 FC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1429'3.4 MI S FROM HILLSBORO.
 FC1429'AT THE NEVILL STATION SITE, 83.90 FEET EAST OF THE STATION,
 FC1429'9 FEET NORTH OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK SET
 FC1429'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2493 ***********************************************************************
 GA2493  DESIGNATION -  NEW
 GA2493  PID         -  GA2493
 GA2493  STATE/COUNTY-  TN/CLAIBORNE
 GA2493  USGS QUAD   -  TAZEWELL (1971)
 GA2493
 GA2493                         *CURRENT SURVEY CONTROL
 GA2493  ___________________________________________________________________
 GA2493* NAD 83(1995)-  36 26 45.08723(N)    083 35 39.36339(W)     ADJUSTED  
 GA2493* NAVD 88     -       457.445  (meters)    1500.80   (feet)  ADJUSTED  
 GA2493  ___________________________________________________________________
 GA2493  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 GA2493  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2493  DYNAMIC HT  -         457.030 (meters)    1499.44  (feet)  COMP
 GA2493  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 GA2493
 GA2493  HORZ ORDER  -  SECOND
 GA2493  VERT ORDER  -  SECOND    CLASS 0
 GA2493
 GA2493.The horizontal coordinates were established by classical geodetic methods
 GA2493.and adjusted by the National Geodetic Survey in April 1999..
 GA2493
 GA2493.The orthometric height was determined by differential leveling
 GA2493.and adjusted by the National Geodetic Survey in June 1991..
 GA2493
 GA2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2493
 GA2493.The geoid height was determined by GEOID03.
 GA2493
 GA2493.The dynamic height is computed by dividing the NAVD 88
 GA2493.geopotential number by the normal gravity value computed on the
 GA2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2493.degrees latitude (g = 980.6199 gals.).
 GA2493
 GA2493.The modeled gravity was interpolated from observed gravity values.
 GA2493
 GA2493;                    North         East     Units Scale Factor Converg.
 GA2493;SPC TN       -   237,038.674   815,661.595   MT  1.00000531   +1 24 30.3
 GA2493;SPC TN       -   777,684.38  2,676,049.75   sFT  1.00000531   +1 24 30.3
 GA2493;UTM  17      - 4,036,530.791   267,484.456   MT  1.00026615   -1 32 30.7
 GA2493
 GA2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2493!SPC TN       -   0.99993303  x   1.00000531  =   0.99993834
 GA2493!UTM  17      -   0.99993303  x   1.00026615  =   1.00019917
 GA2493
 GA2493|---------------------------------------------------------------------|
 GA2493| PID    Reference Object                     Distance      Geod. Az  |
 GA2493|                                                           dddmmss.s |
 GA2493| GA2494 NEW RM 1                             10.997 METERS 04914     |
 GA2493| DC2562 TAZWELL MUN WATER TANK                             0593259.6 |
 GA2493| GA2492 NEW RM 2                             10.750 METERS 22848     |
 GA2493|---------------------------------------------------------------------|
 GA2493
 GA2493                          SUPERSEDED SURVEY CONTROL
 GA2493
 GA2493  NAD 83(1995)-  36 26 45.09015(N)    083 35 39.36547(W) AD(       ) 2
 GA2493  NAD 83(1995)-  36 26 45.08900(N)    083 35 39.35771(W) AD(       ) 2
 GA2493  NAD 83(1995)-  36 26 45.09609(N)    083 35 39.36494(W) AD(       ) 2
 GA2493  NAD 83(1986)-  36 26 45.09802(N)    083 35 39.36441(W) AD(       ) 2
 GA2493  NAD 27      -  36 26 44.79923(N)    083 35 39.69809(W) AD(       ) 2
 GA2493  NGVD 29 (??/??/92)  457.550  (m)         1501.15   (f) ADJ UNCH    2 0
 GA2493
 GA2493.Superseded values are not recommended for survey control.
 GA2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2493.See file dsdata.txt to determine how the superseded data were derived.
 GA2493
 GA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6748436531(NAD 83)
 GA2493_MARKER: DD = SURVEY DISK
 GA2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2493_STAMPING: NEW 1963
 GA2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2493+STABILITY: SURFACE MOTION
 GA2493
 GA2493  HISTORY     - Date     Condition        Report By
 GA2493  HISTORY     - 1963     MONUMENTED       TNHD
 GA2493  HISTORY     - 1964     GOOD             TNHD
 GA2493  HISTORY     - 1975     GOOD             NGS
 GA2493
 GA2493                          STATION DESCRIPTION
 GA2493
 GA2493'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2493'THE STATION IS LOCATED IN NEW TAZEWELL.
 GA2493'
 GA2493'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO 0.2
 GA2493'MILE NORTHEAST OF
 GA2493'STATE ROUTE 33 TO FIFTH STREET ON THE LEFT, TURN LEFT
 GA2493'ONTO FIFTH STREET, THEN TURN
 GA2493'RIGHT ONTO NEW STREET AND GO 0.05 MILE
 GA2493'NORTHWEST ON NEW STREET TO THE STATION ON THE
 GA2493'RIGHT AS DESCRIBED.
 GA2493'
 GA2493'THE STATION IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF NEW
 GA2493'STREET, 5 FEET NORTH OF
 GA2493'A CUT BANK, 4 FEET SOUTH OF A FENCE POST, AND 2.5 FEET
 GA2493'WEST OF A WITNESS POST.
 GA2493'
 GA2493'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2493'DEPARTMENT DISKS AND THE
 GA2493'DISKS ARE STAMPED NEW 1963.  THE UNDERGROUND MARK IS
 GA2493'ABOUT 30 INCHES BELOW THE
 GA2493'SURFACE.  THE SURFACE DISK IS SET IN A
 GA2493'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2493'
 GA2493'REFERENCE MARK NO. 1 IS 49 FEET SOUTHWEST OF A TELEPHONE POLE, 13
 GA2493'FEET SOUTHEAST OF
 GA2493'THE APPROXIMATE CENTER OF NEW STREET, 5 FEET NORTH OF A
 GA2493'CUT BANK, AND 4 FEET SOUTHWEST
 GA2493'OF A FENCE POST.  IT IS A STANDARD
 GA2493'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2493'10-INCH SQUARE, FLUSH,
 GA2493'CONCRETE MONUMENT AND THE DISK IS STAMPED NEW RM-1 1963.
 GA2493'
 GA2493'REFERENCE MARK NO. 2 IS 48 FEET NORTHEAST OF THE TELEPHONE POLE 1213,
 GA2493'14 FEET SOUTHEAST OF
 GA2493'THE APPROXIMATE CENTER OF NEW STREET, 4 FEET
 GA2493'NORTHWEST OF A CUT BANK, AND 3 FEET
 GA2493'SOUTH OF A FENCE POST.  IT IS A
 GA2493'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2493'10-INCH SQUARE,
 GA2493'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NEW RM-2 1963.
 GA2493'
 GA2493'THE TAZEWELL MUNICIPAL WATER TANK WILL SERVE AS THE AZIMUTH MARK.  IT
 GA2493'IS A 4 LEGGED STEEL
 GA2493'STRUCTURE, PAINTED ALUMINUM, WITH AN OVERALL HEIGHT OF
 GA2493'ABOUT 60 FEET.  THE POINT
 GA2493'INTERSECTED WAS THE BALL AT THE TOP.
 GA2493'
 GA2493'TO REACH THE WATER TANK FROM THE STATION, GO 0.4 MILE NORTHWEST ON
 GA2493'NEW STREET TO A DRIVE WAY
 GA2493'ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE NORTHEAST TO
 GA2493'THE TOP OF A SMALL KNOLL AND THE
 GA2493'TANK.
 GA2493'
 GA2493'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2493
 GA2493                          STATION RECOVERY (1964)
 GA2493
 GA2493'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2493'AT NEW TAZEWELL.
 GA2493'FROM THE POST OFFICE IN NEW TAZEWELL, GO NORTHEAST ON STATE
 GA2493'ROUTE 33 FOR 0.2 MILE TO THE INTERSECTION OF FIFTH STREET ON THE
 GA2493'LEFT, TURN LEFT ONTO FIFTH STREET, THEN TURN RIGHT ONTO NEW
 GA2493'STREET AND GO 0.05 MILE NORTHWEST ON NEW STREET TO THE STATION ON
 GA2493'THE RIGHT.  THE STATION MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE
 GA2493'CENTER OF NEW STREET, 5 FEET NORTH OF A CUT BANK, 4 FEET SOUTH OF
 GA2493'A FENCE POST AND 2.5 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 GA2493'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2493'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2493
 GA2493                          STATION RECOVERY (1975)
 GA2493
 GA2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA2493'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA2493'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A COMPLETE
 GA2493'NEW DESCRIPTION FOLLOWS--
 GA2493'
 GA2493'THE STATION IS 1 FOOT EAST OF A METAL WITNESS POST, 82 FEET EAST OF A
 GA2493'TELEPHONE POLE, 59 FEET EAST OF THE EXTENDED CENTERLINE OF A
 GA2493'DRIVEWAY NORTH, 12 FEET SOUTH OF THE CENTERLINE OF NEW STREET, 80
 GA2493'FEET WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH AND 85 FEET
 GA2493'WEST OF A GUYED TELEPHONE POLE.  THE MONUMENT IS 8 INCHES
 GA2493'UNDERGROUND AND THE DISK IS STAMPED NEW 1963.
 GA2493'
 GA2493'TO REACH THE STATION FROM THE U. S. POST OFFICE AT NEW TAZEWELL, GO
 GA2493'NORTHEAST ON STATE HIGHWAY 33 FOR 0.2 MILE TO A STREET LEFT.  TURN
 GA2493'LEFT ON FIFTH STREET FOR ABOUT 100 FEET, THEN RIGHT ON NEW STREET
 GA2493'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 GA2493'
 GA2493'REFERENCE MARK 1 IS 11 FEET SOUTH OF THE CENTERLINE OF NEW STREET, 44
 GA2493'FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH AND 49
 GA2493'FEET SOUTHWEST OF THE GUYED TELEPHONE POLE.  THE MONUMENT IS 12
 GA2493'INCHES UNDERGROUND AND THE DISK IS STAMPED NEW RM-1 1963.
 GA2493'
 GA2493'REFERENCE MARK 2 IS 47 FEET EAST OF A TELEPHONE POLE, 34 FEET EAST OF
 GA2493'THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH AND 12 FEET SOUTH OF THE
 GA2493'CENTERLINE OF NEW STREET.  THE MONUMENT IS 6 INCHES UNDERGROUND AND
 GA2493'THE DISK IS STAMPED NEW RM-2 1963.
 GA2493'
 GA2493'NOTE--ALL DISK ARE THD DISK.
 GA2493'
 GA2493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW TAZEWELL.
 GA2493'
 GA2493'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2603 ***********************************************************************
 GC2603  DESIGNATION -  NEW HOPE
 GC2603  PID         -  GC2603
 GC2603  STATE/COUNTY-  TN/HUMPHREYS
 GC2603  USGS QUAD   -  HALLS CREEK (1973)
 GC2603
 GC2603                         *CURRENT SURVEY CONTROL
 GC2603  ___________________________________________________________________
 GC2603* NAD 83(1995)-  36 13 52.85678(N)    087 50 54.42402(W)     ADJUSTED  
 GC2603* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 GC2603  ___________________________________________________________________
 GC2603  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 GC2603  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC2603
 GC2603  HORZ ORDER  -  THIRD
 GC2603
 GC2603.The horizontal coordinates were established by classical geodetic methods
 GC2603.and adjusted by the National Geodetic Survey in April 1999..
 GC2603
 GC2603.The orthometric height was scaled from a topographic map.
 GC2603
 GC2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2603
 GC2603.The geoid height was determined by GEOID03.
 GC2603
 GC2603;                    North         East     Units Scale Factor Converg.
 GC2603;SPC TN       -   212,154.408   433,839.443   MT  0.99997238   -1 04 55.8
 GC2603;SPC TN       -   696,043.25  1,423,354.91   sFT  0.99997238   -1 04 55.8
 GC2603;UTM  16      - 4,009,942.627   423,754.242   MT  0.99967163   -0 30 05.4
 GC2603
 GC2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2603!SPC TN       -   0.99997204  x   0.99997238  =   0.99994442
 GC2603!UTM  16      -   0.99997204  x   0.99967163  =   0.99964368
 GC2603
 GC2603:                Primary Azimuth Mark                     Grid Az
 GC2603:SPC TN       -  STEWART                                  001 26 58.9
 GC2603:UTM  16      -  STEWART                                  000 52 08.5
 GC2603
 GC2603|---------------------------------------------------------------------|
 GC2603| PID    Reference Object                     Distance      Geod. Az  |
 GC2603|                                                           dddmmss.s |
 GC2603| GC2637 STEWART                             APPROX. 7.2 KM 0002203.1 |
 GC2603| GC1615 L 167                                12.756 METERS 03853     |
 GC2603| CG6191 NEW HOPE AZ MK                                     1073154.5 |
 GC2603| CG6192 NEW HOPE RM 1                        20.548 METERS 30033     |
 GC2603|---------------------------------------------------------------------|
 GC2603
 GC2603                          SUPERSEDED SURVEY CONTROL
 GC2603
 GC2603  NAD 83(1995)-  36 13 52.85878(N)    087 50 54.42706(W) AD(       ) 3
 GC2603  NAD 83(1995)-  36 13 52.85987(N)    087 50 54.42963(W) AD(       ) 3
 GC2603  NAD 83(1986)-  36 13 52.86622(N)    087 50 54.42579(W) AD(       ) 3
 GC2603  NAD 27      -  36 13 52.66500(N)    087 50 54.33100(W) AD(       ) 3
 GC2603
 GC2603.Superseded values are not recommended for survey control.
 GC2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2603.See file dsdata.txt to determine how the superseded data were derived.
 GC2603
 GC2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2375409943(NAD 83)
 GC2603_MARKER: DS = TRIANGULATION STATION DISK
 GC2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2603
 GC2603  HISTORY     - Date     Condition        Report By
 GC2603  HISTORY     - 1952     MONUMENTED       CGS
 GC2603  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 GC2603  HISTORY     - 1975     MARK NOT FOUND   NGS
 GC2603
 GC2603                          STATION DESCRIPTION
 GC2603
 GC2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2603'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ERIN, 10 MILES NORTH
 GC2603'OF WAVERLY AND 2 MILES SOUTH OF NEW HOPE ON PROPERTY OWNED BY MR.
 GC2603'D.L. BISHOP. IT IS 45 FEET SOUTHEAST OF A GRAVEL T ROAD INTERSECTION,
 GC2603'20 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 8 FEET EAST OF
 GC2603'A WHITE WITNESS POST AND FENCE LINE. THE MARK IS FLUSH AND THE DISK
 GC2603'IS STAMPED NEW HOPE 1952.
 GC2603'
 GC2603'REFERENCE MARK NO. 1 IS 23 FEET SOUTHWEST OF THE INTERSECTION, 18
 GC2603'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 17 FEET EAST OF
 GC2603'THE CENTER OF A FARM LANE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2603'DISK IS STAMPED NEW HOPE NO. 1 1952.
 GC2603'
 GC2603'BENCH MARK L 167 IS 53 FEET EAST OF THE INTERSECTION, 20 FEET NORTH
 GC2603'OF THE CENTER OF A GRAVEL ROAD AND 21 FEET SOUTHEAST OF
 GC2603'TWIN 12 INCH OAK TREES. THE MARK IS A 12X12 INCH CONCRETE POST WITH A
 GC2603'STANDARD BRONZE BENCH MARK DISK IN THE TOP. THE MARK PROJECTS
 GC2603'ABOUT 2 INCHES AND THE DISK IS STAMPED L 167 1947.
 GC2603'
 GC2603'AZIMUTH MARK IS 12 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 5
 GC2603'FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 GC2603'AND THE DISK IS STAMPED NEW HOPE 1952.
 GC2603'
 GC2603'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2603'COUNTY COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 0.4
 GC2603'MILE TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND
 GC2603'NORTHWEST FOR 5.6 MILES TO A T INTERSECTION JUST AFTER CROSSING
 GC2603'A BRIDGE, TURN LEFT ON GRAVEL ROAD FOR 0.85 MILE TO A FORK, KEEP LEFT
 GC2603'ON GRAVEL ROAD FOR 1.85 MILES TO A SIDE ROAD RIGHT AFTER CROSSING A
 GC2603'SMALL BRIDGE, TURN RIGHT ON GRAVEL ROAD FOR 1.25 MILES TO A SIDE ROAD
 GC2603'LEFT, TURN LEFT ON GRAVEL ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT,
 GC2603'TURN RIGHT ON GRAVEL ROAD FOR 2.0 MILES TO A FORK, KEEP LEFT ON
 GC2603'GRAVEL ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2603'DESCRIBED, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT
 GC2603'AND THE STATION ON THE LEFT AS DESCRIBED.
 GC2603'
 GC2603'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2603
 GC2603                          STATION RECOVERY (1972)
 GC2603
 GC2603'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2603'NEW HOPE STATION MARK DESTROYED.
 GC2603'
 GC2603'NEW HOPE 1952 FOUND STAMPED ON THE POINT.
 GC2603'
 GC2603'MONUMENT PUSHED OVER.  CAP KNOCKED OUT AND RECOVERED.
 GC2603'
 GC2603'NEW HOPE AZIMUTH DESTROYED.
 GC2603'
 GC2603'MONUMENT PUSHED OUT.  TOP KNOCKED OFF.
 GC2603'CAP MISSING.  A PORTION OF THE SHANK IS IN THE MONUMENT.
 GC2603'
 GC2603'NEW HOPE RM 1 DESTROYED.
 GC2603'
 GC2603'NEW HOPE NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2603'
 GC2603'MONUMENT PUSHED OVER.  CAP RECOVERED.
 GC2603'
 GC2603'DISTANCE AND DIRECTION FROM NEAREST TOWN 9.5 MILES SOUTH OF MCKINNON.
 GC2603
 GC2603                          STATION RECOVERY (1975)
 GC2603
 GC2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2603'A LONG SEARCH WAS MADE FOR THE STATION, REFERENCE MARKS AND AZIMUTH
 GC2603'MARK BUT NOTHING WAS FOUND.  THERE HAS BEEN SOME ROAD WORK IN THE
 GC2603'AREA AND ALSO GRADING FOR A LAWN AT THE SITE OF THE STATION MARK.
 GC2603'IT IS POSSIBLE THAT THE UNDERGROUND STATION MARK MAY STILL BE
 GC2603'INTACT BUT IT WAS NOT FOUND USING EXISTING REFERENCE MEASUREMENTS.
 GC2603'
 GC2603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 GC2603'NORTH OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2621 ***********************************************************************
 GC2621  DESIGNATION -  NEW JOHNSONVILLE RAD KID 282
 GC2621  PID         -  GC2621
 GC2621  STATE/COUNTY-  TN/HUMPHREYS
 GC2621  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2621
 GC2621                         *CURRENT SURVEY CONTROL
 GC2621  ___________________________________________________________________
 GC2621* NAD 83(1995)-  36 02 16.60020(N)    087 56 56.42278(W)     ADJUSTED  
 GC2621* NAVD 88     -                                                        
 GC2621  ___________________________________________________________________
 GC2621  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GC2621  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC2621
 GC2621  HORZ ORDER  -  THIRD
 GC2621
 GC2621.The horizontal coordinates were established by classical geodetic methods
 GC2621.and adjusted by the National Geodetic Survey in April 1999..
 GC2621
 GC2621
 GC2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2621
 GC2621.The geoid height was determined by GEOID03.
 GC2621
 GC2621;                    North         East     Units Scale Factor Converg.
 GC2621;SPC TN       -   190,874.367   424,374.187   MT  0.99995471   -1 08 27.7
 GC2621;SPC TN       -   626,226.99  1,392,300.98   sFT  0.99995471   -1 08 27.7
 GC2621;UTM  16      - 3,988,573.628   414,508.094   MT  0.99969006   -0 33 30.1
 GC2621
 GC2621                          SUPERSEDED SURVEY CONTROL
 GC2621
 GC2621  NAD 83(1995)-  36 02 16.60207(N)    087 56 56.42740(W) AD(       ) 4
 GC2621  NAD 83(1995)-  36 02 16.60225(N)    087 56 56.42836(W) AD(       ) 4
 GC2621  NAD 83(1986)-  36 02 16.61013(N)    087 56 56.42384(W) AD(       ) 4
 GC2621  NAD 27      -  36 02 16.39600(N)    087 56 56.31200(W) AD(       ) 3
 GC2621
 GC2621.Superseded values are not recommended for survey control.
 GC2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2621.See file dsdata.txt to determine how the superseded data were derived.
 GC2621
 GC2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1450888574(NAD 83)
 GC2621_MARKER: 42 = RADIO/TV MAST
 GC2621
 GC2621  HISTORY     - Date     Condition        Report By
 GC2621  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2621  HISTORY     - 1968     GOOD             CGS
 GC2621
 GC2621                          STATION DESCRIPTION
 GC2621
 GC2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2621'STATION IS THE CENTER OF TWO VERTICAL STEEL MASTS, LOCATED ABOUT 9
 GC2621'MILES SOUTHWEST OF WAVERLY AND 2 MILES NORTHEAST OF NEW
 GC2621'JOHNSONVILLE, ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 70 AND IS OWNED BY
 GC2621'THE MID-VALLEY PIPELINE CO.  THE MASTS ARE ABOUT 200 FEET HIGH,
 GC2621'SET IN A NORTH-SOUTH DIRECTION AND ARE ABOUT 10 FEET APART, THEY ARE
 GC2621'PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND HAVE 2 RECTANGULAR
 GC2621'MICRO-WAVE REFLECTORS SUSPENDED BETWEEN THEM.
 GC2621'
 GC2621'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2621'COUNTY COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S.  HIGHWAY 70
 GC2621'FOR 9.5 MILES TO THE MID-VALLEY PIPELINE CO. PUMPING STATION ON THE
 GC2621'RIGHT, THE MASTS ARE ON A HIGH HILL ABOUT 1/2 MILE NORTH OF THIS
 GC2621'STATION.
 GC2621'
 GC2621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2 MILES NE OF
 GC2621'NEW JOHNSONVILLE.
 GC2621
 GC2621                          STATION RECOVERY (1968)
 GC2621
 GC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2621'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2622 ***********************************************************************
 GC2622  DESIGNATION -  NEW JOHNSONVILLE TVA PLT N STK
 GC2622  PID         -  GC2622
 GC2622  STATE/COUNTY-  TN/HUMPHREYS
 GC2622  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2622
 GC2622                         *CURRENT SURVEY CONTROL
 GC2622  ___________________________________________________________________
 GC2622* NAD 83(1995)-  36 01 38.52335(N)    087 59 10.65915(W)     ADJUSTED  
 GC2622* NAVD 88     -                                                        
 GC2622  ___________________________________________________________________
 GC2622  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC2622  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GC2622
 GC2622  HORZ ORDER  -  THIRD
 GC2622
 GC2622.The horizontal coordinates were established by classical geodetic methods
 GC2622.and adjusted by the National Geodetic Survey in April 1999..
 GC2622
 GC2622
 GC2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2622
 GC2622.The geoid height was determined by GEOID03.
 GC2622
 GC2622;                    North         East     Units Scale Factor Converg.
 GC2622;SPC TN       -   189,768.607   420,990.800   MT  0.99995407   -1 09 46.3
 GC2622;SPC TN       -   622,599.17  1,381,200.65   sFT  0.99995407   -1 09 46.3
 GC2622;UTM  16      - 3,987,433.814   411,137.007   MT  0.99969730   -0 34 48.5
 GC2622
 GC2622                          SUPERSEDED SURVEY CONTROL
 GC2622
 GC2622  NAD 83(1995)-  36 01 38.52540(N)    087 59 10.66450(W) AD(       ) 4
 GC2622  NAD 83(1995)-  36 01 38.52532(N)    087 59 10.66447(W) AD(       ) 4
 GC2622  NAD 83(1986)-  36 01 38.53331(N)    087 59 10.66013(W) AD(       ) 4
 GC2622  NAD 27      -  36 01 38.31500(N)    087 59 10.54000(W) AD(       ) 3
 GC2622
 GC2622.Superseded values are not recommended for survey control.
 GC2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2622.See file dsdata.txt to determine how the superseded data were derived.
 GC2622
 GC2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1113787434(NAD 83)
 GC2622_MARKER: 63 = STACK
 GC2622
 GC2622  HISTORY     - Date     Condition        Report By
 GC2622  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2622  HISTORY     - 1968     GOOD             CGS
 GC2622
 GC2622                          STATION DESCRIPTION
 GC2622
 GC2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2622'THE STATION IS LOCATED ON THE NEW JOHNSONVILLE, TVA STEAM PLANT SITE,
 GC2622'ABOUT MIDWAY BETWEEN WAVERLY AND CAMDEN ON U. S.  HIGHWAY NO. 70 AND
 GC2622'ON THE EAST BANK OF THE TENNESSEE RIVER.
 GC2622'
 GC2622'IT IS THE NORTH ONE OF THE TWO TALLEST AND IDENTICAL STACKS, COLORED
 GC2622'GRAY, WHITE AND RED AND HAS AN ANTENNA ON THE EAST SIDE OF THE
 GC2622'STACK.  IT HAS RED FLASHING LIGHT NEAR THE TOP AND HAS AN OVER-ALL
 GC2622'HEIGHT OF 397.5 FEET.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 GC2622
 GC2622                          STATION RECOVERY (1968)
 GC2622
 GC2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2622'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2623 ***********************************************************************
 GC2623  DESIGNATION -  NEW JOHNSONVILLE TVA PWR N TK
 GC2623  PID         -  GC2623
 GC2623  STATE/COUNTY-  TN/HUMPHREYS
 GC2623  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2623
 GC2623                         *CURRENT SURVEY CONTROL
 GC2623  ___________________________________________________________________
 GC2623* NAD 83(1995)-  36 01 50.21447(N)    087 58 59.09355(W)     ADJUSTED  
 GC2623* NAVD 88     -                                                        
 GC2623  ___________________________________________________________________
 GC2623  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GC2623  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GC2623
 GC2623  HORZ ORDER  -  THIRD
 GC2623
 GC2623.The horizontal coordinates were established by classical geodetic methods
 GC2623.and adjusted by the National Geodetic Survey in April 1999..
 GC2623
 GC2623
 GC2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2623
 GC2623.The geoid height was determined by GEOID03.
 GC2623
 GC2623;                    North         East     Units Scale Factor Converg.
 GC2623;SPC TN       -   190,122.990   421,287.594   MT  0.99995426   -1 09 39.5
 GC2623;SPC TN       -   623,761.84  1,382,174.38   sFT  0.99995426   -1 09 39.5
 GC2623;UTM  16      - 3,987,791.105   411,430.106   MT  0.99969666   -0 34 41.9
 GC2623
 GC2623                          SUPERSEDED SURVEY CONTROL
 GC2623
 GC2623  NAD 83(1995)-  36 01 50.21638(N)    087 58 59.09840(W) AD(       ) 4
 GC2623  NAD 83(1995)-  36 01 50.21647(N)    087 58 59.09928(W) AD(       ) 4
 GC2623  NAD 83(1986)-  36 01 50.22437(N)    087 58 59.09453(W) AD(       ) 4
 GC2623  NAD 27      -  36 01 50.01100(N)    087 58 58.97800(W) AD(       ) 3
 GC2623
 GC2623.Superseded values are not recommended for survey control.
 GC2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2623.See file dsdata.txt to determine how the superseded data were derived.
 GC2623
 GC2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1143087791(NAD 83)
 GC2623_MARKER: 53 = ELEVATED TANK
 GC2623
 GC2623  HISTORY     - Date     Condition        Report By
 GC2623  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2623  HISTORY     - 1968     GOOD             CGS
 GC2623
 GC2623                          STATION DESCRIPTION
 GC2623
 GC2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2623'THE STATION IS AN ANTENNA AT THE TOP OF THE NORTH ONE OF TWO WATER
 GC2623'TANKS, LOCATED IN THE NORTH PART OF THE GROUNDS OF THE NEW
 GC2623'JOHNSONVILLE PLANT OF T.V.A. ABOUT 150 FEET EAST OF A RAILROAD
 GC2623'UNLOADING BUILDING.  IT IS A FOUR-LEGGED STRUCTURE ABOUT 125
 GC2623'FEET HIGH, BUILT OF STEEL AND IS PAINTED SILVER.
 GC2623
 GC2623                          STATION RECOVERY (1968)
 GC2623
 GC2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2623'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2494 ***********************************************************************
 GA2494  DESIGNATION -  NEW RM 1
 GA2494  PID         -  GA2494
 GA2494  STATE/COUNTY-  TN/CLAIBORNE
 GA2494  USGS QUAD   -  TAZEWELL (1971)
 GA2494
 GA2494                         *CURRENT SURVEY CONTROL
 GA2494  ___________________________________________________________________
 GA2494* NAD 83(1986)-  36 26 45.     (N)    083 35 40.     (W)     SCALED    
 GA2494* NAVD 88     -       457.082  (meters)    1499.61   (feet)  ADJUSTED  
 GA2494  ___________________________________________________________________
 GA2494  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2494  DYNAMIC HT  -         456.666 (meters)    1498.24  (feet)  COMP
 GA2494  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA2494
 GA2494  VERT ORDER  -  SECOND    CLASS 0
 GA2494
 GA2494.The horizontal coordinates were scaled from a topographic map and have
 GA2494.an estimated accuracy of +/- 6 seconds.
 GA2494
 GA2494.The orthometric height was determined by differential leveling
 GA2494.and adjusted by the National Geodetic Survey in June 1991..
 GA2494
 GA2494.The geoid height was determined by GEOID03.
 GA2494
 GA2494.The dynamic height is computed by dividing the NAVD 88
 GA2494.geopotential number by the normal gravity value computed on the
 GA2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2494.degrees latitude (g = 980.6199 gals.).
 GA2494
 GA2494.The modeled gravity was interpolated from observed gravity values.
 GA2494
 GA2494;                    North         East    Units  Estimated Accuracy
 GA2494;SPC TN       -   237,040.      815,650.      MT  (+/- 180 meters Scaled)
 GA2494
 GA2494                          SUPERSEDED SURVEY CONTROL
 GA2494
 GA2494  NGVD 29 (??/??/92)  457.186  (m)         1499.95   (f) ADJ UNCH    2 0
 GA2494
 GA2494.Superseded values are not recommended for survey control.
 GA2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2494.See file dsdata.txt to determine how the superseded data were derived.
 GA2494
 GA2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA674365(NAD 83)
 GA2494_MARKER: DD = SURVEY DISK
 GA2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2494_STAMPING: NEW RM-1 1963
 GA2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2494+STABILITY: SURFACE MOTION
 GA2494
 GA2494  HISTORY     - Date     Condition        Report By
 GA2494  HISTORY     - 1963     MONUMENTED       TNHD
 GA2494  HISTORY     - 1964     GOOD             TNHD
 GA2494
 GA2494                          STATION DESCRIPTION
 GA2494
 GA2494'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2494'AT NEW TAZEWELL.
 GA2494'THIS MARK IS LOCATED AT THE NEW 1963 STATION SITE, 49 FEET
 GA2494'SOUTHWEST OF A TELEPHONE POLE, 13 FEET SOUTHEAST OF THE APPROXIMATE
 GA2494'CENTER OF NEW STREET, 5 FEET NORTH OF A CUT BANK, 4 FEET SOUTHWEST
 GA2494'OF A FENCE POST AND 36 FEET NORTHEAST OF THE STATION.  THE MARK
 GA2494'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2494'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2492 ***********************************************************************
 GA2492  DESIGNATION -  NEW RM 2
 GA2492  PID         -  GA2492
 GA2492  STATE/COUNTY-  TN/CLAIBORNE
 GA2492  USGS QUAD   -  TAZEWELL (1971)
 GA2492
 GA2492                         *CURRENT SURVEY CONTROL
 GA2492  ___________________________________________________________________
 GA2492* NAD 83(1986)-  36 26 45.     (N)    083 35 40.     (W)     SCALED    
 GA2492* NAVD 88     -       457.582  (meters)    1501.25   (feet)  ADJUSTED  
 GA2492  ___________________________________________________________________
 GA2492  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2492  DYNAMIC HT  -         457.166 (meters)    1499.89  (feet)  COMP
 GA2492  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA2492
 GA2492  VERT ORDER  -  SECOND    CLASS 0
 GA2492
 GA2492.The horizontal coordinates were scaled from a topographic map and have
 GA2492.an estimated accuracy of +/- 6 seconds.
 GA2492
 GA2492.The orthometric height was determined by differential leveling
 GA2492.and adjusted by the National Geodetic Survey in June 1991..
 GA2492
 GA2492.The geoid height was determined by GEOID03.
 GA2492
 GA2492.The dynamic height is computed by dividing the NAVD 88
 GA2492.geopotential number by the normal gravity value computed on the
 GA2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2492.degrees latitude (g = 980.6199 gals.).
 GA2492
 GA2492.The modeled gravity was interpolated from observed gravity values.
 GA2492
 GA2492;                    North         East    Units  Estimated Accuracy
 GA2492;SPC TN       -   237,040.      815,650.      MT  (+/- 180 meters Scaled)
 GA2492
 GA2492                          SUPERSEDED SURVEY CONTROL
 GA2492
 GA2492  NGVD 29 (??/??/92)  457.687  (m)         1501.59   (f) ADJ UNCH    2 0
 GA2492
 GA2492.Superseded values are not recommended for survey control.
 GA2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2492.See file dsdata.txt to determine how the superseded data were derived.
 GA2492
 GA2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA674365(NAD 83)
 GA2492_MARKER: DD = SURVEY DISK
 GA2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2492_STAMPING: NEW RM-2 1963
 GA2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2492+STABILITY: SURFACE MOTION
 GA2492
 GA2492  HISTORY     - Date     Condition        Report By
 GA2492  HISTORY     - 1963     MONUMENTED       TNHD
 GA2492  HISTORY     - 1964     GOOD             TNHD
 GA2492
 GA2492                          STATION DESCRIPTION
 GA2492
 GA2492'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2492'AT NEW TAZEWELL.
 GA2492'THIS MARK IS LOCATED AT THE NEW 1963 STATION SITE, 48 FEET
 GA2492'NORTHEAST OF TELEPHONE POLE NO. 1213, 14 FEET SOUTHEAST OF THE
 GA2492'APPROXIMATE CENTER OF NEW STREET, 4 FEET NORTHWEST OF A CUT BANK,
 GA2492'3 FEET SOUTH OF A FENCE POST AND 35 FEET SOUTHWEST OF THE STATION.
 GA2492'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2492'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1646 ***********************************************************************
 GD1646  DESIGNATION -  NEWBERN
 GD1646  PID         -  GD1646
 GD1646  STATE/COUNTY-  TN/DYER
 GD1646  USGS QUAD   -  NEWBERN (1983)
 GD1646
 GD1646                         *CURRENT SURVEY CONTROL
 GD1646  ___________________________________________________________________
 GD1646* NAD 83(1995)-  36 07 05.83734(N)    089 15 34.62075(W)     ADJUSTED  
 GD1646* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1646  ___________________________________________________________________
 GD1646  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GD1646  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1646
 GD1646  HORZ ORDER  -  THIRD
 GD1646
 GD1646.The horizontal coordinates were established by classical geodetic methods
 GD1646.and adjusted by the National Geodetic Survey in April 1999..
 GD1646
 GD1646.The orthometric height was scaled from a topographic map.
 GD1646
 GD1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1646
 GD1646.The geoid height was determined by GEOID03.
 GD1646
 GD1646;                    North         East     Units Scale Factor Converg.
 GD1646;SPC TN       -   202,926.513   306,606.244   MT  0.99996067   -1 54 29.9
 GD1646;SPC TN       -   665,768.07  1,005,923.99   sFT  0.99996067   -1 54 29.9
 GD1646;UTM  16      - 3,999,432.975   296,634.444   MT  1.00010961   -1 19 56.6
 GD1646
 GD1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1646!SPC TN       -   0.99998653  x   0.99996067  =   0.99994720
 GD1646!UTM  16      -   0.99998653  x   1.00010961  =   1.00009614
 GD1646
 GD1646:                Primary Azimuth Mark                     Grid Az
 GD1646:SPC TN       -  NEWBERN AZ MK                            019 44 20.3
 GD1646:UTM  16      -  NEWBERN AZ MK                            019 09 47.0
 GD1646
 GD1646|---------------------------------------------------------------------|
 GD1646| PID    Reference Object                     Distance      Geod. Az  |
 GD1646|                                                           dddmmss.s |
 GD1646| CG4676 NEWBERN AZ MK                                      0174950.4 |
 GD1646| CG4677 NEWBERN RM 1                         30.691 METERS 06220     |
 GD1646| CG4678 NEWBERN RM 2                         25.460 METERS 10808     |
 GD1646| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX.12.7 KM 2303718.6 |
 GD1646| GD1645 NEWBERN MUNICIPAL TANK              APPROX. 0.7 KM 2322430.8 |
 GD1646| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX.12.4 KM 2323532.8 |
 GD1646|---------------------------------------------------------------------|
 GD1646
 GD1646                          SUPERSEDED SURVEY CONTROL
 GD1646
 GD1646  NAD 83(1995)-  36 07 05.84030(N)    089 15 34.62154(W) AD(       ) 3
 GD1646  NAD 83(1995)-  36 07 05.84028(N)    089 15 34.62151(W) AD(       ) 3
 GD1646  NAD 83(1986)-  36 07 05.84853(N)    089 15 34.62062(W) AD(       ) 3
 GD1646  NAD 27      -  36 07 05.59970(N)    089 15 34.36820(W) AD(       ) 3
 GD1646
 GD1646.Superseded values are not recommended for survey control.
 GD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1646.See file dsdata.txt to determine how the superseded data were derived.
 GD1646
 GD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9663499433(NAD 83)
 GD1646_MARKER: DS = TRIANGULATION STATION DISK
 GD1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1646_STAMPING: NEWBERN 1959
 GD1646_PROJECTION: FLUSH
 GD1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1646
 GD1646  HISTORY     - Date     Condition        Report By
 GD1646  HISTORY     - 1959     MONUMENTED       CGS
 GD1646  HISTORY     - 1967     GOOD             CGS
 GD1646  HISTORY     - 19961105 GOOD             USE
 GD1646
 GD1646                          STATION DESCRIPTION
 GD1646
 GD1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1646'THE STATION IS IN THE NORTHEAST RESIDENTIAL SECTION OF NEWBERN, ON
 GD1646'THE PROPERTY
 GD1646'OF THE NEWBERN HIGH SCHOOL, AT THE SOUTH END OF THE FOOTBALL
 GD1646'FIELD.  IT IS 121 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GD1646'FOOTBALL FIELD FENCE, 94 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GD1646'THE FOOTBALL FIELD FENCE, 51 FEET SOUTH OF A WIRE FENCE AND 27 FEET
 GD1646'NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1646'STAMPED NEWBERN 1959.
 GD1646'
 GD1646'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 77 AND
 GD1646'U.S. HIGHWAY 51 AT THE NORTH EDGE OF NEWBERN AND ABOUT 0.05 MILE
 GD1646'SOUTHWEST OF THE NEWBERN HIGH SCHOOL, GO NORTH ON U.S. HIGHWAY 51
 GD1646'FOR 0.6 MILE TO A SERVICE STATION ON THE LEFT AND THE AZIMUTH MARK
 GD1646'ON THE RIGHT, AT A POWER POLE WITH A TRANSFORMER.
 GD1646'
 GD1646'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE AND 16 FEET WEST OF
 GD1646'THE CENTER OF A GATE LEADING TO THE FOOTBALL FIELD.  THE MONUMENT IS
 GD1646'FLUSH AND THE DISK IS STAMPED NEWBERN NO 1 1959.
 GD1646'
 GD1646'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE, 23 FEET WEST OF THE
 GD1646'CENTER OF A GATE AND 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1646'SMALL BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1646'NEWBERN NO 2 1959.
 GD1646'
 GD1646'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GD1646'51, 31 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 3 FEET EAST OF A
 GD1646'WHITE WITNESS POST AND 2 FEET EAST OF A POWER POLE WITH A
 GD1646'TRANSFORMER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NEWBERN
 GD1646'1959.
 GD1646'
 GD1646'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1646
 GD1646                          STATION RECOVERY (1967)
 GD1646
 GD1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1646'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED
 GD1646'WITH THE FOLLOWING ADDED NOTATIONS.
 GD1646'
 GD1646'THE STATION IS 28.3 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GD1646'
 GD1646'THE AZIMUTH MARK IS 0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND
 GD1646'SIGN.
 GD1646'
 GD1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEWBERN.
 GD1646
 GD1646                          STATION RECOVERY (1996)
 GD1646
 GD1646'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 GD1646'AS DESCRIBED.  OLD NEWBERN HIGH SCHOOL IS NOW NEWBERN ELEMENTARY
 GD1646'SCHOOL.  FOUND RM 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1645 ***********************************************************************
 GD1645  DESIGNATION -  NEWBERN MUNICIPAL TANK
 GD1645  PID         -  GD1645
 GD1645  STATE/COUNTY-  TN/DYER
 GD1645  USGS QUAD   -  NEWBERN (1983)
 GD1645
 GD1645                         *CURRENT SURVEY CONTROL
 GD1645  ___________________________________________________________________
 GD1645* NAD 83(1995)-  36 06 52.19051(N)    089 15 56.46654(W)     ADJUSTED  
 GD1645* NAVD 88     -                                                        
 GD1645  ___________________________________________________________________
 GD1645  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1645  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1645
 GD1645  HORZ ORDER  -  THIRD
 GD1645
 GD1645.The horizontal coordinates were established by classical geodetic methods
 GD1645.and adjusted by the National Geodetic Survey in April 1999..
 GD1645
 GD1645
 GD1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1645
 GD1645.The geoid height was determined by GEOID03.
 GD1645
 GD1645;                    North         East     Units Scale Factor Converg.
 GD1645;SPC TN       -   202,524.342   306,046.217   MT  0.99996034   -1 54 42.7
 GD1645;SPC TN       -   664,448.61  1,004,086.63   sFT  0.99996034   -1 54 42.7
 GD1645;UTM  16      - 3,999,025.134   296,078.404   MT  1.00011240   -1 20 09.1
 GD1645
 GD1645                          SUPERSEDED SURVEY CONTROL
 GD1645
 GD1645  NAD 83(1995)-  36 06 52.19370(N)    089 15 56.46720(W) AD(       ) 4
 GD1645  NAD 83(1995)-  36 06 52.19384(N)    089 15 56.46699(W) AD(       ) 4
 GD1645  NAD 83(1986)-  36 06 52.20186(N)    089 15 56.46627(W) AD(       ) 4
 GD1645  NAD 27      -  36 06 51.95100(N)    089 15 56.21500(W) AD(       ) 3
 GD1645
 GD1645.Superseded values are not recommended for survey control.
 GD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1645.See file dsdata.txt to determine how the superseded data were derived.
 GD1645
 GD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9607899025(NAD 83)
 GD1645_MARKER: 53 = ELEVATED TANK
 GD1645
 GD1645  HISTORY     - Date     Condition        Report By
 GD1645  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1645  HISTORY     - 1967     GOOD             CGS
 GD1645
 GD1645                          STATION DESCRIPTION
 GD1645
 GD1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1645'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 GD1645'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF JACKSON AND
 GD1645'TYLER STREETS IN THE NORTH SECTION OF NEWBERN.  IT IS A STEEL TANK
 GD1645'SUPPORTED BY SIX TUBULAR STEEL LEGS AND PAINTED SILVER WITH THE
 GD1645'NAME NEWBERN ON THE SOUTH AND NORTHEAST SIDES IN BLACK LETTERS.
 GD1645'THE HEIGHT IS ABOUT 135 FEET.
 GD1645
 GD1645                          STATION RECOVERY (1967)
 GD1645
 GD1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1645'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1645'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1645'DESCRIPTION.
 GD1645'
 GD1645'THE STATION IS LOCATED IN THE NORTH SECTION OF NEWBERN, IN THE
 GD1645'NORTHEAST ANGLE OF THE INTERSECTION OF JACKSON STREET AND TYLER
 GD1645'STREET, 178 FEET NORTH OF THE APPROXIMATE CENTER OF TYLER STREET,
 GD1645'85 FEET EAST OF THE APPROXIMATE CENTER OF JACKSON STREET AND
 GD1645'DIRECTLY ACROSS THE STREET EAST FROM RESIDENCE NO. 203.
 GD1645'
 GD1645'IT IS A SIX LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 GD1645'PROPER WHICH HAS A COVERED VENT AT THE TOP AND CENTER OF THE DOMED
 GD1645'ROOF, IS PAINTED SILVER WITH THE LEGEND NEWBERN PAINTED IN BLACK ON
 GD1645'THE SOUTH AND NORTHEAST SIDES OF THE TANK, AND HAS AN OVER-ALL
 GD1645'HEIGHT OF 137 FEET.
 GD1645'
 GD1645'THE POINT INTERSECTED WAS THE COVERED VENT AT THE TOP AND CENTER OF
 GD1645'THE DOMED ROOF.
 GD1645'
 GD1645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEWBERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1169 ***********************************************************************
 FB1169  DESIGNATION -  NEWPORT
 FB1169  PID         -  FB1169
 FB1169  STATE/COUNTY-  TN/COCKE
 FB1169  USGS QUAD   -  NEWPORT (1992)
 FB1169
 FB1169                         *CURRENT SURVEY CONTROL
 FB1169  ___________________________________________________________________
 FB1169* NAD 83(1986)-  35 58 02.     (N)    083 11 36.     (W)     SCALED    
 FB1169* NAVD 88     -       327.315  (meters)    1073.87   (feet)  ADJUSTED  
 FB1169  ___________________________________________________________________
 FB1169  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FB1169  DYNAMIC HT  -         327.006 (meters)    1072.85  (feet)  COMP
 FB1169  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FB1169
 FB1169  VERT ORDER  -  FIRST     CLASS I
 FB1169
 FB1169.The horizontal coordinates were scaled from a topographic map and have
 FB1169.an estimated accuracy of +/- 6 seconds.
 FB1169
 FB1169.The orthometric height was determined by differential leveling
 FB1169.and adjusted by the National Geodetic Survey in June 1991..
 FB1169
 FB1169.The geoid height was determined by GEOID03.
 FB1169
 FB1169.The dynamic height is computed by dividing the NAVD 88
 FB1169.geopotential number by the normal gravity value computed on the
 FB1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1169.degrees latitude (g = 980.6199 gals.).
 FB1169
 FB1169.The modeled gravity was interpolated from observed gravity values.
 FB1169
 FB1169;                    North         East    Units  Estimated Accuracy
 FB1169;SPC TN       -   184,910.      853,120.      MT  (+/- 180 meters Scaled)
 FB1169
 FB1169                          SUPERSEDED SURVEY CONTROL
 FB1169
 FB1169  NGVD 29 (??/??/92)  327.461  (m)         1074.35   (f) ADJ UNCH    1 1
 FB1169
 FB1169.Superseded values are not recommended for survey control.
 FB1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1169.See file dsdata.txt to determine how the superseded data were derived.
 FB1169
 FB1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV022825(NAD 83)
 FB1169_MARKER: DB = BENCH MARK DISK
 FB1169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1169_SP_SET: BRIDGE
 FB1169_STAMPING: NEWPORT 1933
 FB1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1169
 FB1169  HISTORY     - Date     Condition        Report By
 FB1169  HISTORY     - 1933     MONUMENTED       CGS
 FB1169  HISTORY     - 1967     GOOD             NGS
 FB1169
 FB1169                          STATION DESCRIPTION
 FB1169
 FB1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1169'0.4 MI SW FROM NEWPORT.
 FB1169'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1169'FROM THE STATION AT NEWPORT, THENCE 0.05 MILE SOUTH ALONG
 FB1169'PROSPECT AVENUE, 140 FEET WEST OF THE CENTERLINE OF THE AVENUE,
 FB1169'SET VERTICALLY IN THE EAST FACE AND 1.7 FEET NORTH OF THE
 FB1169'SOUTHEAST CORNER OF THE CONCRETE CORNERSTONE OF THE COCKE COUNTY
 FB1169'MEMORIAL BUILDING, 42 1/2 FEET NORTH OF THE CENTERLINE OF
 FB1169'U.S. HIGHWAYS 411 N, 25 S, AND 70 E, ABOUT 6 1/2 FEET ABOVE THE
 FB1169'LEVEL OF THE HIGHWAYS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FB1169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0557 ***********************************************************************
 GC0557  DESIGNATION -  NEWSOM
 GC0557  PID         -  GC0557
 GC0557  STATE/COUNTY-  TN/DAVIDSON
 GC0557  USGS QUAD   -  BELLEVUE (1983)
 GC0557
 GC0557                         *CURRENT SURVEY CONTROL
 GC0557  ___________________________________________________________________
 GC0557* NAD 83(1995)-  36 04 36.80084(N)    086 59 14.78294(W)     ADJUSTED  
 GC0557* NAVD 88     -       168.970  (meters)     554.36   (feet)  ADJUSTED  
 GC0557  ___________________________________________________________________
 GC0557  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GC0557  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0557  DYNAMIC HT  -         168.823 (meters)     553.88  (feet)  COMP
 GC0557  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0557
 GC0557  HORZ ORDER  -  SECOND
 GC0557  VERT ORDER  -  SECOND    CLASS 0
 GC0557
 GC0557.The horizontal coordinates were established by classical geodetic methods
 GC0557.and adjusted by the National Geodetic Survey in April 1999..
 GC0557
 GC0557.The orthometric height was determined by differential leveling
 GC0557.and adjusted by the National Geodetic Survey in June 1991..
 GC0557
 GC0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0557
 GC0557.The geoid height was determined by GEOID03.
 GC0557
 GC0557.The dynamic height is computed by dividing the NAVD 88
 GC0557.geopotential number by the normal gravity value computed on the
 GC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0557.degrees latitude (g = 980.6199 gals.).
 GC0557
 GC0557.The modeled gravity was interpolated from observed gravity values.
 GC0557
 GC0557;                    North         East     Units Scale Factor Converg.
 GC0557;SPC TN       -   193,895.334   511,060.601   MT  0.99995735   -0 34 41.1
 GC0557;SPC TN       -   636,138.27  1,676,704.66   sFT  0.99995735   -0 34 41.1
 GC0557;UTM  16      - 3,992,476.709   501,130.930   MT  0.99960002   +0 00 26.6
 GC0557
 GC0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0557!SPC TN       -   0.99997804  x   0.99995735  =   0.99993539
 GC0557!UTM  16      -   0.99997804  x   0.99960002  =   0.99957807
 GC0557
 GC0557|---------------------------------------------------------------------|
 GC0557| PID    Reference Object                     Distance      Geod. Az  |
 GC0557|                                                           dddmmss.s |
 GC0557| GC0558 NEWSOM RM 1                          10.401 METERS 00056     |
 GC0557| GC0560 HOWS                                APPROX. 0.9 KM 1113033.0 |
 GC0557| GC0556 NEWSOM RM 2                           9.788 METERS 17850     |
 GC0557|---------------------------------------------------------------------|
 GC0557
 GC0557                          SUPERSEDED SURVEY CONTROL
 GC0557
 GC0557  NAD 83(1995)-  36 04 36.80279(N)    086 59 14.78507(W) AD(       ) 2
 GC0557  NAD 83(1995)-  36 04 36.80363(N)    086 59 14.78527(W) AD(       ) 2
 GC0557  NAD 83(1986)-  36 04 36.81122(N)    086 59 14.78610(W) AD(       ) 2
 GC0557  NAD 27      -  36 04 36.59380(N)    086 59 14.77590(W) AD(       ) 2
 GC0557  NGVD 29 (??/??/92)  168.992  (m)          554.43   (f) ADJ UNCH    2 0
 GC0557
 GC0557.Superseded values are not recommended for survey control.
 GC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0557.See file dsdata.txt to determine how the superseded data were derived.
 GC0557
 GC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0113192477(NAD 83)
 GC0557_MARKER: DE = TRAVERSE STATION DISK
 GC0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0557_STAMPING: NEWSOM 1959
 GC0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0557+STABILITY: SURFACE MOTION
 GC0557
 GC0557  HISTORY     - Date     Condition        Report By
 GC0557  HISTORY     - 1959     MONUMENTED       CGS
 GC0557  HISTORY     - 1964     GOOD             CGS
 GC0557  HISTORY     - 1964     GOOD             NGS
 GC0557
 GC0557                          STATION DESCRIPTION
 GC0557
 GC0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0557'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF NASHVILLE AND
 GC0557'ABOUT 3 MILES SOUTHEAST OF THE SMALL VILLAGE OF PEGRAM.
 GC0557'
 GC0557'TO REACH THE STATION FROM THE Y INTERSECTION OF U.S. HIGHWAY NO. 70N
 GC0557'AND 70S, WHICH IS ABOUT 12 MILES SOUTHWEST OF NASHVILLE, GO
 GC0557'WEST ON U.S. HIGHWAY NO. 70 FOR 0.35 MILE TO NEWSOM STATION ROAD ON
 GC0557'THE LEFT, TURN LEFT ON NEWSOM STATION ROAD AND GO SOUTH FOR 1.3
 GC0557'MILES TO A RAILROAD UNDERPASS, PASS THROUGH THIS UNDERPASS AND TURN
 GC0557'SHARP LEFT, EAST, ON A TRACK ROAD ALONG THE SOUTH SIDE OF THE
 GC0557'RAILROAD TRACKS FOR 0.5 MILE TO A WOODEN GATE STRAIGHT AHEAD AND A
 GC0557'ROAD LEFT ACROSS THE RAILROAD TRACKS, TURN LEFT, NORTH, ACROSS
 GC0557'THE RAILROAD TRACKS TO A GATE, PASS THROUGH THIS GATE AND GO
 GC0557'NORTHWEST ACROSS AN OPEN PASTURE FOR 0.25 MILE TO THE EAST SIDE OF
 GC0557'THE PASTURE AND THE STATION AS DESCRIBED.
 GC0557'
 GC0557'THE STATION IS 4 FEET WEST OF A FENCE AND HEDGEROW AND 3 FEET WEST OF
 GC0557'A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 GC0557'SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. IT IS SET FLUSH WITH
 GC0557'THE SURROUNDING SURFACE AND IS STAMPED NEWSOM 1959.
 GC0557'
 GC0557'REFERENCE MARK NO. 1 IS 3 FEET WEST OF THE FENCE. IT IS SET FLUSH
 GC0557'WITH THE SURROUNDING SURFACE AND IS STAMPED NEWSOM NO. 1 1959.
 GC0557'
 GC0557'REFERENCE MARK NO. 2 IS 4 FEET WEST OF THE FENCE. IT IS SET FLUSH
 GC0557'WITH THE SURROUNDING SURFACE AND IS STAMPED NEWSOM NO. 2 1959.
 GC0557'
 GC0557'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION HOWS
 GC0557'WHICH WILL SERVE AS AN AZIMUTH MARK. SEE DESCRIPTION
 GC0557'THEREOF.
 GC0557
 GC0557                          STATION RECOVERY (1964)
 GC0557
 GC0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC0557'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1959 AND THE
 GC0557'STATION TO-REACH IS COMPLETELY ADEQUATE. THE HORIZONTAL
 GC0557'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS WERE CHECKED
 GC0557'AND AGREED WITH THE 1959 MEASUREMENTS.
 GC0557
 GC0557                          STATION RECOVERY (1964)
 GC0557
 GC0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC0557'9.2 MI E FROM KINGSTON SPRINGS.
 GC0557'THIS MARK IS AT THE NEWSOM TRAVERSE STATION SITE.  TO REACH FROM
 GC0557'THE Y INTERSECTION OF U.S. HIGHWAY 70N AND 70S, WHICH IS ABOUT
 GC0557'12 MILES SOUTHWEST OF NASHVILLE, GO WEST ON U.S. HIGHWAY 70
 GC0557'FOR 0.35 MILE TO NEWSOM STATION ROAD ON THE LEFT, TURN LEFT ON
 GC0557'NEWSOM STATION ROAD AND GO SOUTH FOR 1.3 MILES TO A RAILROAD
 GC0557'UNDERPASS, PASS THROUGH THIS UNDERPASS AND TURN SHARP LEFT, EAST, ON A
 GC0557'TRACK ROAD ALONG THE SOUTH SIDE OF THE RAILROAD TRACK AND GO 0.5 MILE
 GC0557'TO A WOODEN GATE STRAIGHT AHEAD AND A ROAD LEFT CROSSING THE RAILROAD
 GC0557'TRACKS, TURN LEFT, NORTH, ACROSS THE RAILROAD TRACKS TO A GATE,
 GC0557'PASS THROUGH THIS GATE AND GO NORTHWEST ACROSS AN OPEN PASTURE
 GC0557'FOR 0.25 MILE TO THE EAST SIDE OF THE PASTURE AND THE STATION
 GC0557'AS DESCRIBED.  THE STATION IS A STANDARD TRAVERSE DISK SET IN A
 GC0557'10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 GC0557'THE GROUND.  IT IS 4 FEET WEST OF A FENCE AND HEDGEROW AND 3 FEET
 GC0557'WEST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0558 ***********************************************************************
 GC0558  DESIGNATION -  NEWSOM RM 1
 GC0558  PID         -  GC0558
 GC0558  STATE/COUNTY-  TN/DAVIDSON
 GC0558  USGS QUAD   -  BELLEVUE (1983)
 GC0558
 GC0558                         *CURRENT SURVEY CONTROL
 GC0558  ___________________________________________________________________
 GC0558* NAD 83(1986)-  36 04 36.     (N)    086 59 14.     (W)     SCALED    
 GC0558* NAVD 88     -       169.175  (meters)     555.03   (feet)  ADJUSTED  
 GC0558  ___________________________________________________________________
 GC0558  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0558  DYNAMIC HT  -         169.027 (meters)     554.55  (feet)  COMP
 GC0558  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0558
 GC0558  VERT ORDER  -  SECOND    CLASS 0
 GC0558
 GC0558.The horizontal coordinates were scaled from a topographic map and have
 GC0558.an estimated accuracy of +/- 6 seconds.
 GC0558
 GC0558.The orthometric height was determined by differential leveling
 GC0558.and adjusted by the National Geodetic Survey in June 1991..
 GC0558
 GC0558.The geoid height was determined by GEOID03.
 GC0558
 GC0558.The dynamic height is computed by dividing the NAVD 88
 GC0558.geopotential number by the normal gravity value computed on the
 GC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0558.degrees latitude (g = 980.6199 gals.).
 GC0558
 GC0558.The modeled gravity was interpolated from observed gravity values.
 GC0558
 GC0558;                    North         East    Units  Estimated Accuracy
 GC0558;SPC TN       -   193,870.      511,080.      MT  (+/- 180 meters Scaled)
 GC0558
 GC0558                          SUPERSEDED SURVEY CONTROL
 GC0558
 GC0558  NGVD 29 (??/??/92)  169.197  (m)          555.11   (f) ADJ UNCH    2 0
 GC0558
 GC0558.Superseded values are not recommended for survey control.
 GC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0558.See file dsdata.txt to determine how the superseded data were derived.
 GC0558
 GC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011924(NAD 83)
 GC0558_MARKER: DR = REFERENCE MARK DISK
 GC0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0558_STAMPING: NEWSOM NO 1 1959
 GC0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0558+STABILITY: SURFACE MOTION
 GC0558
 GC0558  HISTORY     - Date     Condition        Report By
 GC0558  HISTORY     - 1959     MONUMENTED       CGS
 GC0558  HISTORY     - 1964     GOOD             NGS
 GC0558
 GC0558                          STATION DESCRIPTION
 GC0558
 GC0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0558'9.2 MI E FROM KINGSTON SPRINGS.
 GC0558'THIS MARK IS AT THE NEWSOM 1959 TRAVERSE STATION.  IT IS 34.12
 GC0558'FEET NORTH OF THE STATION NEWSOM 1959 AND 3 FEET WEST OF THE
 GC0558'FENCE AND HEDGEROW.  IT IS A STANDARD REFERENCE MARK DISK SET
 GC0558'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0558'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0556 ***********************************************************************
 GC0556  DESIGNATION -  NEWSOM RM 2
 GC0556  PID         -  GC0556
 GC0556  STATE/COUNTY-  TN/DAVIDSON
 GC0556  USGS QUAD   -  BELLEVUE (1983)
 GC0556
 GC0556                         *CURRENT SURVEY CONTROL
 GC0556  ___________________________________________________________________
 GC0556* NAD 83(1986)-  36 04 36.     (N)    086 59 14.     (W)     SCALED    
 GC0556* NAVD 88     -       168.769  (meters)     553.70   (feet)  ADJUSTED  
 GC0556  ___________________________________________________________________
 GC0556  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0556  DYNAMIC HT  -         168.622 (meters)     553.22  (feet)  COMP
 GC0556  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0556
 GC0556  VERT ORDER  -  SECOND    CLASS 0
 GC0556
 GC0556.The horizontal coordinates were scaled from a topographic map and have
 GC0556.an estimated accuracy of +/- 6 seconds.
 GC0556
 GC0556.The orthometric height was determined by differential leveling
 GC0556.and adjusted by the National Geodetic Survey in June 1991..
 GC0556
 GC0556.The geoid height was determined by GEOID03.
 GC0556
 GC0556.The dynamic height is computed by dividing the NAVD 88
 GC0556.geopotential number by the normal gravity value computed on the
 GC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0556.degrees latitude (g = 980.6199 gals.).
 GC0556
 GC0556.The modeled gravity was interpolated from observed gravity values.
 GC0556
 GC0556;                    North         East    Units  Estimated Accuracy
 GC0556;SPC TN       -   193,870.      511,080.      MT  (+/- 180 meters Scaled)
 GC0556
 GC0556                          SUPERSEDED SURVEY CONTROL
 GC0556
 GC0556  NGVD 29 (??/??/92)  168.791  (m)          553.78   (f) ADJ UNCH    2 0
 GC0556
 GC0556.Superseded values are not recommended for survey control.
 GC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0556.See file dsdata.txt to determine how the superseded data were derived.
 GC0556
 GC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011924(NAD 83)
 GC0556_MARKER: DR = REFERENCE MARK DISK
 GC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0556_STAMPING: NEWSOM NO 2 1959
 GC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0556+STABILITY: SURFACE MOTION
 GC0556
 GC0556  HISTORY     - Date     Condition        Report By
 GC0556  HISTORY     - 1959     MONUMENTED       CGS
 GC0556  HISTORY     - 1964     GOOD             NGS
 GC0556
 GC0556                          STATION DESCRIPTION
 GC0556
 GC0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0556'9.2 MI E FROM KINGSTON SPRINGS.
 GC0556'THIS MARK IS AT THE NEWSOM 1959 TRAVERSE STATION SITE.  IT IS
 GC0556'32.11 FEET SOUTH OF THE STATION NEWSOM 1959 AND 4 FEET WEST OF
 GC0556'THE FENCE AND HEDGEROW.  IT IS A STANDARD REFERENCE MARK DISK
 GC0556'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0556'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1888 ***********************************************************************
 FC1888  DESIGNATION -  NICKAJACK
 FC1888  PID         -  FC1888
 FC1888  STATE/COUNTY-  TN/MARION
 FC1888  USGS QUAD   -  SEQUATCHIE (1982)
 FC1888
 FC1888                         *CURRENT SURVEY CONTROL
 FC1888  ___________________________________________________________________
 FC1888* NAD 83(1995)-  35 01 55.64448(N)    085 35 35.96110(W)     ADJUSTED  
 FC1888* NAVD 88     -       285.2    (meters)     936.     (feet)  VERTCON   
 FC1888  ___________________________________________________________________
 FC1888  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FC1888  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1888
 FC1888  HORZ ORDER  -  SECOND
 FC1888
 FC1888.The horizontal coordinates were established by classical geodetic methods
 FC1888.and adjusted by the National Geodetic Survey in April 1999..
 FC1888
 FC1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1888
 FC1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1888
 FC1888.The geoid height was determined by GEOID03.
 FC1888
 FC1888;                    North         East     Units Scale Factor Converg.
 FC1888;SPC TN       -    77,609.218   637,111.913   MT  1.00004559   +0 14 17.1
 FC1888;SPC TN       -   254,622.91  2,090,258.00   sFT  1.00004559   +0 14 17.1
 FC1888;UTM  16      - 3,877,509.745   628,315.895   MT  0.99980292   +0 48 27.3
 FC1888
 FC1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1888!SPC TN       -   0.99995980  x   1.00004559  =   1.00000539
 FC1888!UTM  16      -   0.99995980  x   0.99980292  =   0.99976273
 FC1888
 FC1888:                Primary Azimuth Mark                     Grid Az
 FC1888:SPC TN       -  NICKAJACK AZ MK                          091 03 01.5
 FC1888:UTM  16      -  NICKAJACK AZ MK                          090 28 51.3
 FC1888
 FC1888|---------------------------------------------------------------------|
 FC1888| PID    Reference Object                     Distance      Geod. Az  |
 FC1888|                                                           dddmmss.s |
 FC1888| CG6195 NICKAJACK AZ MK                                    0911718.6 |
 FC1888| CG6196 NICKAJACK RM 1                       17.308 METERS 10545     |
 FC1888| CG6197 NICKAJACK RM 2                       16.570 METERS 24121     |
 FC1888|---------------------------------------------------------------------|
 FC1888
 FC1888                          SUPERSEDED SURVEY CONTROL
 FC1888
 FC1888  NAD 83(1995)-  35 01 55.64481(N)    085 35 35.96115(W) AD(       ) 2
 FC1888  NAD 83(1995)-  35 01 55.64515(N)    085 35 35.96258(W) AD(       ) 2
 FC1888  NAD 83(1995)-  35 01 55.64667(N)    085 35 35.96037(W) AD(       ) 2
 FC1888  NAD 83(1986)-  35 01 55.64689(N)    085 35 35.96025(W) AD(       ) 2
 FC1888  NAD 27      -  35 01 55.36670(N)    085 35 36.08430(W) AD(       ) 2
 FC1888  NGVD 29 (07/19/86)  285.2    (m)          936.     (f) VERT ANG       
 FC1888
 FC1888.Superseded values are not recommended for survey control.
 FC1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1888.See file dsdata.txt to determine how the superseded data were derived.
 FC1888
 FC1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2831677510(NAD 83)
 FC1888_MARKER: DS = TRIANGULATION STATION DISK
 FC1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1888
 FC1888  HISTORY     - Date     Condition        Report By
 FC1888  HISTORY     - 1962     MONUMENTED       CGS
 FC1888
 FC1888                          STATION DESCRIPTION
 FC1888
 FC1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1888'NOTE- THIS STATION WAS FORMERLY TRAVERSE STATION ACUFF 1962.  ALL
 FC1888'SURFACE MARKS WERE ALTERED TO READ NICKAJACK 1962 AT THE REQUEST
 FC1888'OF THE LANDOWNERS.  SEE RECOVERY NOTE FOR ACUFF 1962.
 FC1888'
 FC1888'THE STATION IS LOCATED ATOP A HEAVILY WOODED HILL KNOWN LOCALLY AS
 FC1888'ANDERSON HILL, ABOUT 2-1/2 MILES SOUTHEAST OF JASPER AND
 FC1888'2-1/2 MILES WEST OF HALETOWN.  IT IS NEAR THE LINE SEPARATING THE
 FC1888'HUNLEY W. ACUFF AND GEORGE B. BOLTON PROPERTIES.  PERMISSION
 FC1888'WAS GRANTED BY BOTH PROPERTY OWNERS.
 FC1888'
 FC1888'TO REACH THE STATION FROM THE WEST END OF THE TENNESSEE RIVER BRIDGE
 FC1888'AT HALETOWN (OLD GUILD), GO WEST ON U. S. HIGHWAYS 41, 64 AND 72 FOR
 FC1888'0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 FC1888'HIGHWAYS FOR 1.0 MILE TO COUNTY ROAD 5041 (2) ON THE LEFT, TURN
 FC1888'LEFT, SOUTHERLY, CROSSING INTERSTATE ROUTE 24 AND GO 1.2 MILES TO A
 FC1888'DRIVEWAY ON THE RIGHT AT A SMALL GARAGE.  HERE TURN RIGHT TOWARD
 FC1888'THE GARAGE, THEN SHARP RIGHT ONTO A WOODS ROAD AND GO NORTHERLY
 FC1888'FOR 0.2 MILE TO A SMALL CEMETERY ON THE RIGHT, CONTINUE NORTHERLY
 FC1888'AND WEST ON THE WOODS ROAD FOR 0.3 MILE TO A DIM TRACK ROAD ON
 FC1888'THE LEFT, TURN LEFT ON THIS DIM TRACK ROAD AND GO SOUTHWESTERLY FOR
 FC1888'ABOUT 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 FC1888'
 FC1888'THE STATION IS 45 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE DIM
 FC1888'TRACK ROAD, 21 FEET NORTH OF A 12-INCH OAK TREE AND 1.4 FEET
 FC1888'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 FC1888'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 FC1888'INCH AND THE DISK IS STAMPED NICKAJACK 1962.
 FC1888'
 FC1888'REFERENCE MARK NO. 1 IS 57 FEET SOUTHEAST OF THE METAL WITNESS POST
 FC1888'AND SIGN, 12 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FC1888'TRACK ROAD AND ABOUT 1-1/2 FEET BELOW THE STATION ELEVATION.  A
 FC1888'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC1888'CONCRETE MONUMENT AND THE DISK IS STAMPED NICKAJACK NO 1 1962.
 FC1888'
 FC1888'REFERENCE MARK NO. 2 IS 56.5 FEET SOUTHWEST OF THE METAL WITNESS POST
 FC1888'AND SIGN AND ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  A
 FC1888'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC1888'MONUMENT AND THE DISK IS STAMPED NICKAJACK NO 2 1962.
 FC1888'
 FC1888'THE AZIMUTH MARK IS 45 FEET NORTH OF THE APPROXIMATE CENTER OF U. S.
 FC1888'HIGHWAYS 41, 64 AND 72, 43 FEET WEST OF A 16-INCH, TWIN
 FC1888'TRUNKED OAK TREE, 4 FEET SOUTH OF A WOVEN WIRE FENCE, AND 1.6 FEET
 FC1888'NORTH OF A METAL WITNESS POST AND SIGN (T.V.A.).  A STANDARD
 FC1888'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 6-INCH, SQUARE,
 FC1888'CONCRETE POST THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FC1888'NICKAJACK 1962.
 FC1888'
 FC1888'DUE TO A BITTER DISPUTE BETWEEN MR. HUNLEY W. ACUFF AND MR. GEORGE B.
 FC1888'BOLTON, OVER THE OWNERSHIP OF THE PROPERTY WHERE THIS STATION
 FC1888'EXISTED, THE STATION WAS IN DANGER OF BEING TORN OUT.  AFTER A PERIOD
 FC1888'OF DISCUSSION WITH BOTH THE PARTIES INVOLVED, AN AGREEMENT
 FC1888'WAS FINALLY REACHED, IN WHICH EACH PARTY AGREED THAT IF THE STATION
 FC1888'NAME WAS SO CHANGED THAT IT BORE NEITHER OF THEIR NAMES, IT
 FC1888'WOULD BE PERMITTED TO REMAIN.  IT WAS FURTHER AGREED BY BOTH
 FC1888'PARTIES THAT WHEN THE DISPUTE IS FINALLY SETTLED, WHICHEVER ONE
 FC1888'THAT LEGALLY OWNS THE PROPERTY HAS GRANTED PERMISSION.  THEREFORE,
 FC1888'ALL SURFACE MARKS FOR TRAVERSE STATION ACUFF 1962 HAVE BEEN ALTERED
 FC1888'TO READ NICKAJACK 1962 AND ALL C AND GS RECORDS AND DATA
 FC1888'SHOULD BE REVISED ACCORDINGLY.  THE UNDERGROUND STATION MARK DISK WAS
 FC1888'NOT ALTERED.
 FC1888'
 FC1888'TRAVERSE STATION ACUFF 1962 DESIGNATED AS SUCH NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2429 ***********************************************************************
 FE2429  DESIGNATION -  NIXON
 FE2429  PID         -  FE2429
 FE2429  STATE/COUNTY-  TN/HAYWOOD
 FE2429  USGS QUAD   -  TIBBS (1981)
 FE2429
 FE2429                         *CURRENT SURVEY CONTROL
 FE2429  ___________________________________________________________________
 FE2429* NAD 83(1995)-  35 39 16.78259(N)    089 17 42.92764(W)     ADJUSTED  
 FE2429* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2429  ___________________________________________________________________
 FE2429  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FE2429  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE2429
 FE2429  HORZ ORDER  -  THIRD
 FE2429
 FE2429.The horizontal coordinates were established by classical geodetic methods
 FE2429.and adjusted by the National Geodetic Survey in April 1999..
 FE2429
 FE2429.The orthometric height was scaled from a topographic map.
 FE2429
 FE2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2429
 FE2429.The geoid height was determined by GEOID03.
 FE2429
 FE2429;                    North         East     Units Scale Factor Converg.
 FE2429;SPC TN       -   151,623.053   301,667.787   MT  0.99995328   -1 55 45.0
 FE2429;SPC TN       -   497,449.97    989,721.73   sFT  0.99995328   -1 55 45.0
 FE2429;UTM  16      - 3,948,073.206   292,217.787   MT  1.00013205   -1 20 18.2
 FE2429
 FE2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2429!SPC TN       -   0.99998554  x   0.99995328  =   0.99993882
 FE2429!UTM  16      -   0.99998554  x   1.00013205  =   1.00011759
 FE2429
 FE2429:                Primary Azimuth Mark                     Grid Az
 FE2429:SPC TN       -  BROWNSVILLE MUN TANK                     155 38 25.7
 FE2429:UTM  16      -  BROWNSVILLE MUN TANK                     155 02 58.9
 FE2429
 FE2429|---------------------------------------------------------------------|
 FE2429| PID    Reference Object                     Distance      Geod. Az  |
 FE2429|                                                           dddmmss.s |
 FE2429| FE2436 BROWNSVILLE MUN TANK                APPROX. 7.4 KM 1534240.7 |
 FE2429| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 7.3 KM 1544958.5 |
 FE2429| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 8.1 KM 1550832.6 |
 FE2429| CG4679 NIXON AZ MK                                        1555548.1 |
 FE2429| CG4681 NIXON RM 2                           15.700 METERS 22919     |
 FE2429| CG4680 NIXON RM 1                           14.018 METERS 34042     |
 FE2429|---------------------------------------------------------------------|
 FE2429
 FE2429                          SUPERSEDED SURVEY CONTROL
 FE2429
 FE2429  NAD 83(1995)-  35 39 16.78786(N)    089 17 42.92914(W) AD(       ) 3
 FE2429  NAD 83(1986)-  35 39 16.79405(N)    089 17 42.92829(W) AD(       ) 3
 FE2429  NAD 27      -  35 39 16.52070(N)    089 17 42.68410(W) AD(       ) 3
 FE2429
 FE2429.Superseded values are not recommended for survey control.
 FE2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2429.See file dsdata.txt to determine how the superseded data were derived.
 FE2429
 FE2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9221848073(NAD 83)
 FE2429_MARKER: DS = TRIANGULATION STATION DISK
 FE2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2429
 FE2429  HISTORY     - Date     Condition        Report By
 FE2429  HISTORY     - 1958     MONUMENTED       CGS
 FE2429
 FE2429                          STATION DESCRIPTION
 FE2429
 FE2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2429'THE STATION IS ABOUT 14 MILES SOUTHWEST OF ALAMO, 12 MILES SOUTHWEST
 FE2429'OF BELLS, AND 4.5 MILES NORTH OF BROWNSVILLE.  THE MONUMENT IS 23
 FE2429'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 3 FEET WEST OF A BOARD
 FE2429'FENCE, 6 FEET SOUTH OF A WHITE WITNESS POST, AND 88 FEET
 FE2429'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME SHED.  THE
 FE2429'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED NIXON 1958.
 FE2429'
 FE2429'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN BROWNSVILLE, GO
 FE2429'WEST ON U.S. HIGHWAY 79 AND STATE HIGHWAY 19 FOR 0.25 MILE TO A CROSS
 FE2429'STREET.  TURN RIGHT, NORTH, ON MCLEMORE STREET AND GO 0.25 MILE TO A
 FE2429'CROSS STREET, JOG LEFT AND CONTINUE NORTH ON MCLEMORE STREET
 FE2429'AND ITS CONTINUATION AS A PAVED ROAD FOR 4.0 MILES TO THE AZIMUTH
 FE2429'MARK ON THE LEFT, WEST SIDE OF ROAD, AT THE TOP OF A SMALL RIDGE.
 FE2429'CONTINUE NORTH ON PAVED ROAD FOR 0.4 MILES TO THE STATION ON THE
 FE2429'RIGHT, EAST SIDE OF ROAD, AT THE HIGH PART OF KNOLL.
 FE2429'
 FE2429'REFERENCE MARK 1 IS 41 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT
 FE2429'WEST OF A BOARD FENCE, AND 24 FEET EAST OF THE CENTERLINE OF
 FE2429'THE PAVED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2429'NIXON NO 1 1958.  THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS
 FE2429'80.62 FEET, 24.570 METERS.
 FE2429'
 FE2429'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 28 FEET WEST OF
 FE2429'CENTERLINE OF THE PAVED ROAD, 50 FEET NORTH OF A TELEPHONE POLE AND
 FE2429'63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME SHED.  THE
 FE2429'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED NIXON NO 2 1958.
 FE2429'
 FE2429'THE AZIMUTH MARK IS 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTHEAST OF
 FE2429'SOUTH GATE POST, 2 FEET NORTH OF A WHITE WITNESS POST, 26 FEET WEST
 FE2429'OF THE CENTERLINE OF THE PAVED ROAD, AND 40 FEET NORTH OF A TELEPHONE
 FE2429'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED NIXON
 FE2429'1958.
 FE2429'
 FE2429'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1709 ***********************************************************************
 GC1709  DESIGNATION -  NJ 1
 GC1709  PID         -  GC1709
 GC1709  STATE/COUNTY-  TN/HUMPHREYS
 GC1709  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1709
 GC1709                         *CURRENT SURVEY CONTROL
 GC1709  ___________________________________________________________________
 GC1709* NAD 83(1986)-  36 01 19.     (N)    087 57 53.     (W)     SCALED    
 GC1709* NAVD 88     -       143.581  (meters)     471.07   (feet)  ADJUSTED  
 GC1709  ___________________________________________________________________
 GC1709  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GC1709  DYNAMIC HT  -         143.459 (meters)     470.67  (feet)  COMP
 GC1709  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GC1709
 GC1709  VERT ORDER  -  SECOND    CLASS 0
 GC1709
 GC1709.The horizontal coordinates were scaled from a topographic map and have
 GC1709.an estimated accuracy of +/- 6 seconds.
 GC1709
 GC1709.The orthometric height was determined by differential leveling
 GC1709.and adjusted by the National Geodetic Survey in June 1991..
 GC1709
 GC1709.The geoid height was determined by GEOID03.
 GC1709
 GC1709.The dynamic height is computed by dividing the NAVD 88
 GC1709.geopotential number by the normal gravity value computed on the
 GC1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1709.degrees latitude (g = 980.6199 gals.).
 GC1709
 GC1709.The modeled gravity was interpolated from observed gravity values.
 GC1709
 GC1709;                    North         East    Units  Estimated Accuracy
 GC1709;SPC TN       -   189,130.      422,920.      MT  (+/- 180 meters Scaled)
 GC1709
 GC1709                          SUPERSEDED SURVEY CONTROL
 GC1709
 GC1709  NGVD 29 (??/??/??)  143.61   (m)          471.2    (f) RESET       3  
 GC1709
 GC1709.Superseded values are not recommended for survey control.
 GC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1709.See file dsdata.txt to determine how the superseded data were derived.
 GC1709
 GC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE130868(NAD 83)
 GC1709_MARKER: DD = SURVEY DISK
 GC1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1709_STAMPING: NJ-1 1961
 GC1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1709+STABILITY: SURFACE MOTION
 GC1709
 GC1709  HISTORY     - Date     Condition        Report By
 GC1709  HISTORY     - 1961     MONUMENTED       CGS
 GC1709  HISTORY     - 1972     GOOD             TVA
 GC1709  HISTORY     - 1988     GOOD             USPSQD
 GC1709
 GC1709                          STATION DESCRIPTION
 GC1709
 GC1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GC1709'0.8 MI NE FROM JOHNSONVILLE.
 GC1709'FROM THE R.R. STATION AT JOHNSONVILLE GO 0.8 MILES NORTHEAST ON
 GC1709'U.S. 70 TO A CONCRETE HIGHWAY BRIDGE PASSING OVER U.S. 70.  THE
 GC1709'MARK IS LOCATED IN THE SOUTH END OF THE EAST WALKWAY OF THE
 GC1709'CONCRETE BRIDGE, 4 INCHES NORTH OF THE SOUTH CORNER OF THE
 GC1709'WALKWAY, 4 INCHES EAST OF THE WEST CORNER OF THE WALKWAY, 15
 GC1709'FEET EAST OF THE CENTER LINE OF THE PAVEMENT AND 1.5 FEET WEST
 GC1709'OF THE CONCRETE HAND RAIL.  THE MARK IS A TENNESSEE HIGHWAY DEPT.
 GC1709'SURVEY MARK SET FLUSH WITH THE CONCRETE AND ABOUT 7 INCHES ABOVE
 GC1709'THE PAVEMENT.  NOTE-- STA IS 1.1 MI NE JOHNSONVILLE RR STATION.
 GC1709
 GC1709                          STATION RECOVERY (1972)
 GC1709
 GC1709'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1709'RECOVERED IN GOOD CONDITION.
 GC1709
 GC1709                          STATION RECOVERY (1988)
 GC1709
 GC1709'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1626 ***********************************************************************
 FC1626  DESIGNATION -  NJ 75 RESET
 FC1626  PID         -  FC1626
 FC1626  STATE/COUNTY-  TN/MARION
 FC1626  USGS QUAD   -  SEQUATCHIE (1982)
 FC1626
 FC1626                         *CURRENT SURVEY CONTROL
 FC1626  ___________________________________________________________________
 FC1626* NAD 83(1986)-  35 01 08.     (N)    085 32 18.     (W)     SCALED    
 FC1626* NAVD 88     -       196.183  (meters)     643.64   (feet)  ADJUSTED  
 FC1626  ___________________________________________________________________
 FC1626  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1626  DYNAMIC HT  -         195.992 (meters)     643.02  (feet)  COMP
 FC1626  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC1626
 FC1626  VERT ORDER  -  FIRST     CLASS II
 FC1626
 FC1626.The horizontal coordinates were scaled from a topographic map and have
 FC1626.an estimated accuracy of +/- 6 seconds.
 FC1626
 FC1626.The orthometric height was determined by differential leveling
 FC1626.and adjusted by the National Geodetic Survey in June 1991..
 FC1626
 FC1626.The geoid height was determined by GEOID03.
 FC1626
 FC1626.The dynamic height is computed by dividing the NAVD 88
 FC1626.geopotential number by the normal gravity value computed on the
 FC1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1626.degrees latitude (g = 980.6199 gals.).
 FC1626
 FC1626.The modeled gravity was interpolated from observed gravity values.
 FC1626
 FC1626;                    North         East    Units  Estimated Accuracy
 FC1626;SPC TN       -    76,160.      642,140.      MT  (+/- 180 meters Scaled)
 FC1626
 FC1626                          SUPERSEDED SURVEY CONTROL
 FC1626
 FC1626.No superseded survey control is available for this station.
 FC1626
 FC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD333761(NAD 83)
 FC1626_MARKER: DD = SURVEY DISK
 FC1626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1626_SP_SET: BRIDGE ABUTMENT
 FC1626_STAMPING: NJ 75 TVA RESET 1967
 FC1626_MARK LOGO: TVA   
 FC1626_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1626+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FC1626
 FC1626  HISTORY     - Date     Condition        Report By
 FC1626  HISTORY     - 1967     MONUMENTED       TVA
 FC1626  HISTORY     - 1983     GOOD             NGS
 FC1626  HISTORY     - 19990629 GOOD             GEOD
 FC1626  HISTORY     - 20060119 GOOD             CAS
 FC1626
 FC1626                          STATION DESCRIPTION
 FC1626
 FC1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1626'1.3 KM (0.8 MI) SOUTH FROM HALETOWN.
 FC1626'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 41, 64, AND 72 FROM THE
 FC1626'POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM (0.45 MI)
 FC1626'SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 0.2 KM (0.1 MI)
 FC1626'SOUTHWEST ALONG STATE HIGHWAY 156, SET IN THE NORTHEAST BRIDGE
 FC1626'ABUTMENT (WALKWAY) ON THE NORTH END OF THE EAST SIDE OF THE BRIDGE ON
 FC1626'STATE HIGHWAY 156, 4.69 METERS (15.4 FT) EAST OF THE CENTERLINE OF THE
 FC1626'HIGHWAY, 15.94 METERS (52.3 FT) SOUTHWEST OF POWERLINE POLE NUMBER
 FC1626'HB3101, 2.10 METERS (6.9 FT) NORTH OF THE CENTER OF AN EXPANSIVE JOINT
 FC1626'IN BRIDGE (WALKWAY), 0.76 METERS (2.5 FT) SOUTH-SOUTHWEST OF THE
 FC1626'NORTHWEST EDGE OF THE NORTH END OF ABUTMENT ON THE EAST SIDE OF
 FC1626'BRIDGE.
 FC1626'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FC1626
 FC1626                          STATION RECOVERY (1999)
 FC1626
 FC1626'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FC1626'RECOVERED IN GOOD CONDITION.
 FC1626
 FC1626                          STATION RECOVERY (2006)
 FC1626
 FC1626'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1511 ***********************************************************************
 EE1511  DESIGNATION -  NJ 77 RESET
 EE1511  PID         -  EE1511
 EE1511  STATE/COUNTY-  TN/MARION
 EE1511  USGS QUAD   -  NEW HOME (1982)
 EE1511
 EE1511                         *CURRENT SURVEY CONTROL
 EE1511  ___________________________________________________________________
 EE1511* NAD 83(1986)-  34 59 37.     (N)    085 36 01.     (W)     SCALED    
 EE1511* NAVD 88     -       196.362  (meters)     644.23   (feet)  ADJUSTED  
 EE1511  ___________________________________________________________________
 EE1511  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE1511  DYNAMIC HT  -         196.169 (meters)     643.60  (feet)  COMP
 EE1511  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EE1511
 EE1511  VERT ORDER  -  FIRST     CLASS II
 EE1511
 EE1511.The horizontal coordinates were scaled from a topographic map and have
 EE1511.an estimated accuracy of +/- 6 seconds.
 EE1511
 EE1511.The orthometric height was determined by differential leveling
 EE1511.and adjusted by the National Geodetic Survey in June 1991..
 EE1511
 EE1511.The geoid height was determined by GEOID03.
 EE1511
 EE1511.The dynamic height is computed by dividing the NAVD 88
 EE1511.geopotential number by the normal gravity value computed on the
 EE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1511.degrees latitude (g = 980.6199 gals.).
 EE1511
 EE1511.The modeled gravity was interpolated from observed gravity values.
 EE1511
 EE1511;                    North         East    Units  Estimated Accuracy
 EE1511;SPC TN       -    73,330.      636,500.      MT  (+/- 180 meters Scaled)
 EE1511
 EE1511                          SUPERSEDED SURVEY CONTROL
 EE1511
 EE1511.No superseded survey control is available for this station.
 EE1511
 EE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD277732(NAD 83)
 EE1511_MARKER: DD = SURVEY DISK
 EE1511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE1511_SP_SET: BRIDGE ABUTMENT
 EE1511_STAMPING: RESET NJ 77
 EE1511_MARK LOGO: TVA   
 EE1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1511
 EE1511  HISTORY     - Date     Condition        Report By
 EE1511  HISTORY     - UNK      MONUMENTED       TVA
 EE1511  HISTORY     - 1983     GOOD             NGS
 EE1511
 EE1511                          STATION DESCRIPTION
 EE1511
 EE1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1511'9.5 KM (5.9 MI) EAST FROM SOUTH PITTSBURG.
 EE1511'9.5 KM (5.9 MI) EAST ALONG STATE HIGHWAY 156 FROM THE JUNCTION OF U.S.
 EE1511'HIGHWAY 72 IN SOUTH PITTSBURG, SET IN THE SOUTHEAST ABUTMENT OF A
 EE1511'BRIDGE, 0.3 KM (0.2 MI) WEST OF A ROAD LEADING SOUTH TO THE MACEDONIA
 EE1511'BAPTIST CHURCH, 4.88 METERS (16.0 FT) SOUTH OF THE CENTERLINE OF THE
 EE1511'HIGHWAY.  NOTE, NO DATE ON THE MARK.
 EE1511'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1510 ***********************************************************************
 EE1510  DESIGNATION -  NJ 78 RESET
 EE1510  PID         -  EE1510
 EE1510  STATE/COUNTY-  TN/MARION
 EE1510  USGS QUAD   -  NEW HOME (1982)
 EE1510
 EE1510                         *CURRENT SURVEY CONTROL
 EE1510  ___________________________________________________________________
 EE1510* NAD 83(1986)-  34 59 47.     (N)    085 37 28.     (W)     SCALED    
 EE1510* NAVD 88     -       210.161  (meters)     689.50   (feet)  ADJUSTED  
 EE1510  ___________________________________________________________________
 EE1510  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE1510  DYNAMIC HT  -         209.955 (meters)     688.83  (feet)  COMP
 EE1510  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EE1510
 EE1510  VERT ORDER  -  FIRST     CLASS II
 EE1510
 EE1510.The horizontal coordinates were scaled from a topographic map and have
 EE1510.an estimated accuracy of +/- 6 seconds.
 EE1510
 EE1510.The orthometric height was determined by differential leveling
 EE1510.and adjusted by the National Geodetic Survey in June 1991..
 EE1510
 EE1510.The geoid height was determined by GEOID03.
 EE1510
 EE1510.The dynamic height is computed by dividing the NAVD 88
 EE1510.geopotential number by the normal gravity value computed on the
 EE1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1510.degrees latitude (g = 980.6199 gals.).
 EE1510
 EE1510.The modeled gravity was interpolated from observed gravity values.
 EE1510
 EE1510;                    North         East    Units  Estimated Accuracy
 EE1510;SPC TN       -    73,630.      634,290.      MT  (+/- 180 meters Scaled)
 EE1510
 EE1510                          SUPERSEDED SURVEY CONTROL
 EE1510
 EE1510.No superseded survey control is available for this station.
 EE1510
 EE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD255735(NAD 83)
 EE1510_MARKER: DD = SURVEY DISK
 EE1510_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE1510_SP_SET: BRIDGE ABUTMENT
 EE1510_STAMPING: RESET NJ 78 FIELD E
 EE1510_MARK LOGO: TVA   
 EE1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1510
 EE1510  HISTORY     - Date     Condition        Report By
 EE1510  HISTORY     - 1967     MONUMENTED       TVA
 EE1510  HISTORY     - 1983     GOOD             NGS
 EE1510
 EE1510                          STATION DESCRIPTION
 EE1510
 EE1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1510'8.0 KM (4.95 MI) EAST FROM SOUTH PITTSBURG.
 EE1510'8.0 KM (4.95 MI) EAST ALONG STATE HIGHWAY 156 FROM THE JUNCTION OF
 EE1510'U.S. HIGHWAY 72 AT SOUTH PITTSBURG, SET IN THE SOUTHEAST BRIDGE
 EE1510'ABUTMENT WALKWAY OVERPASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE1510'ALSO ABOUT 1.8 KM (1.1 MI) EAST OF THE RAILROAD CROSSING OF STATE
 EE1510'HIGHWAY 156, 4.57 METERS (15.0 FT) EAST OF THE CENTER OF THE OVERPASS,
 EE1510'AND 16.16 METERS (53.0 FT) NORTH-NORTHEAST OF THE CENTER OF STATE
 EE1510'HIGHWAY 156.  NOTE, NO DATE ON THE MARK.
 EE1510'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0761 ***********************************************************************
 GB0761  DESIGNATION -  NO 102
 GB0761  PID         -  GB0761
 GB0761  STATE/COUNTY-  TN/ANDERSON
 GB0761  USGS QUAD   -  NORRIS (1990)
 GB0761
 GB0761                         *CURRENT SURVEY CONTROL
 GB0761  ___________________________________________________________________
 GB0761* NAD 83(1986)-  36 11 00.     (N)    084 04 06.     (W)     SCALED    
 GB0761* NAVD 88     -       292.413  (meters)     959.36   (feet)  ADJUSTED  
 GB0761  ___________________________________________________________________
 GB0761  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0761  DYNAMIC HT  -         292.149 (meters)     958.49  (feet)  COMP
 GB0761  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 GB0761
 GB0761  VERT ORDER  -  SECOND    CLASS 0
 GB0761
 GB0761.The horizontal coordinates were scaled from a topographic map and have
 GB0761.an estimated accuracy of +/- 6 seconds.
 GB0761
 GB0761.The orthometric height was determined by differential leveling
 GB0761.and adjusted by the National Geodetic Survey in June 1991..
 GB0761
 GB0761.The geoid height was determined by GEOID03.
 GB0761
 GB0761.The dynamic height is computed by dividing the NAVD 88
 GB0761.geopotential number by the normal gravity value computed on the
 GB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0761.degrees latitude (g = 980.6199 gals.).
 GB0761
 GB0761.The modeled gravity was interpolated from observed gravity values.
 GB0761
 GB0761;                    North         East    Units  Estimated Accuracy
 GB0761;SPC TN       -   206,970.      773,750.      MT  (+/- 180 meters Scaled)
 GB0761
 GB0761                          SUPERSEDED SURVEY CONTROL
 GB0761
 GB0761  NGVD 29 (??/??/92)  292.546  (m)          959.79   (f) ADJ UNCH    2 0
 GB0761
 GB0761.Superseded values are not recommended for survey control.
 GB0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0761.See file dsdata.txt to determine how the superseded data were derived.
 GB0761
 GB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF636082(NAD 83)
 GB0761_MARKER: DD = SURVEY DISK
 GB0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0761_STAMPING: NO 102 EL 95954
 GB0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0761+STABILITY: SURFACE MOTION
 GB0761
 GB0761  HISTORY     - Date     Condition        Report By
 GB0761  HISTORY     - UNK      MONUMENTED       TVA
 GB0761  HISTORY     - 1964     GOOD             TNHD
 GB0761
 GB0761                          STATION DESCRIPTION
 GB0761
 GB0761'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0761'4.9 MI E FROM NORRIS.
 GB0761'FROM THE NORTH END OF NORRIS DAM BRIDGE, GO EASTERLY ON U.S.
 GB0761'HIGHWAY 441, FOR 4.9 MILES TO A GRAVELED ROAD LEADING SOUTH,
 GB0761'TURN RIGHT AND GO APPROXIMATELY 150 FEET SOUTHERLY TO THE MARK
 GB0761'ON THE LEFT.  THE MARK IS 150 FEET EAST OF A NORRIS MEMORIAL
 GB0761'GARDENS MONUMENT, 15 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB0761'GRAVELED ROAD AND 0.7 FOOT WEST OF A METAL WITNESS POST WITH
 GB0761'SIGN.  THE MARK IS A TVA SURVEY MARKER SET IN THE TOP OF A
 GB0761'6-INCH CONCRETE MONUMENT, PROJECTING 5-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0829 ***********************************************************************
 GB0829  DESIGNATION -  NO 121
 GB0829  PID         -  GB0829
 GB0829  STATE/COUNTY-  TN/ANDERSON
 GB0829  USGS QUAD   -  LAKE CITY (1973)
 GB0829
 GB0829                         *CURRENT SURVEY CONTROL
 GB0829  ___________________________________________________________________
 GB0829* NAD 83(1986)-  36 09 32.     (N)    084 08 46.     (W)     SCALED    
 GB0829* NAVD 88     -       264.640  (meters)     868.24   (feet)  ADJUSTED  
 GB0829  ___________________________________________________________________
 GB0829  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GB0829  DYNAMIC HT  -         264.401 (meters)     867.46  (feet)  COMP
 GB0829  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0829
 GB0829  VERT ORDER  -  SECOND    CLASS 0
 GB0829
 GB0829.The horizontal coordinates were scaled from a topographic map and have
 GB0829.an estimated accuracy of +/- 6 seconds.
 GB0829
 GB0829.The orthometric height was determined by differential leveling
 GB0829.and adjusted by the National Geodetic Survey in June 1991..
 GB0829
 GB0829.The geoid height was determined by GEOID03.
 GB0829
 GB0829.The dynamic height is computed by dividing the NAVD 88
 GB0829.geopotential number by the normal gravity value computed on the
 GB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0829.degrees latitude (g = 980.6199 gals.).
 GB0829
 GB0829.The modeled gravity was interpolated from observed gravity values.
 GB0829
 GB0829;                    North         East    Units  Estimated Accuracy
 GB0829;SPC TN       -   204,130.      766,800.      MT  (+/- 180 meters Scaled)
 GB0829
 GB0829                          SUPERSEDED SURVEY CONTROL
 GB0829
 GB0829  NGVD 29 (??/??/92)  264.773  (m)          868.68   (f) ADJ UNCH    2 0
 GB0829
 GB0829.Superseded values are not recommended for survey control.
 GB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0829.See file dsdata.txt to determine how the superseded data were derived.
 GB0829
 GB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567053(NAD 83)
 GB0829_MARKER: DD = SURVEY DISK
 GB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0829_STAMPING: NO 121
 GB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0829+STABILITY: SURFACE MOTION
 GB0829
 GB0829  HISTORY     - Date     Condition        Report By
 GB0829  HISTORY     - UNK      MONUMENTED       TNGS
 GB0829  HISTORY     - 1964     GOOD             TNGS
 GB0829
 GB0829                          STATION DESCRIPTION
 GB0829
 GB0829'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GB0829'4.8 MI S FROM LAKE CITY.
 GB0829'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0829'AT LAKE CITY, GO SOUTH FOR 4.75 MILES ON U.S. HIGHWAY 25W TO
 GB0829'THE MARK ON THE RIGHT.  THE MARK IS APPROXIMATELY 12 FEET
 GB0829'ABOVE THE HIGHWAY, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GB0829'A SMALL BRICK HOUSE, 35 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0829'OF U.S. HIGHWAY 25W AND 1.0 FOOT EAST OF A METAL WITNESS POST
 GB0829'WITH SIGN.  THE MARK IS A STANDARD COAST AND GEODETIC AND STATE
 GB0829'SURVEY DISK, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0829'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2028 ***********************************************************************
 GA2028  DESIGNATION -  NO 415
 GA2028  PID         -  GA2028
 GA2028  STATE/COUNTY-  TN/JEFFERSON
 GA2028  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2028
 GA2028                         *CURRENT SURVEY CONTROL
 GA2028  ___________________________________________________________________
 GA2028* NAD 83(1986)-  36 01 30.     (N)    083 27 39.     (W)     SCALED    
 GA2028* NAVD 88     -       411.769  (meters)    1350.95   (feet)  ADJUSTED  
 GA2028  ___________________________________________________________________
 GA2028  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2028  DYNAMIC HT  -         411.385 (meters)    1349.69  (feet)  COMP
 GA2028  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GA2028
 GA2028  VERT ORDER  -  SECOND    CLASS 0
 GA2028
 GA2028.The horizontal coordinates were scaled from a topographic map and have
 GA2028.an estimated accuracy of +/- 6 seconds.
 GA2028
 GA2028.The orthometric height was determined by differential leveling
 GA2028.and adjusted by the National Geodetic Survey in June 1991..
 GA2028
 GA2028.The geoid height was determined by GEOID03.
 GA2028
 GA2028.The dynamic height is computed by dividing the NAVD 88
 GA2028.geopotential number by the normal gravity value computed on the
 GA2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2028.degrees latitude (g = 980.6199 gals.).
 GA2028
 GA2028.The modeled gravity was interpolated from observed gravity values.
 GA2028
 GA2028;                    North         East    Units  Estimated Accuracy
 GA2028;SPC TN       -   190,660.      828,830.      MT  (+/- 180 meters Scaled)
 GA2028
 GA2028                          SUPERSEDED SURVEY CONTROL
 GA2028
 GA2028  NGVD 29 (??/??/92)  411.932  (m)         1351.48   (f) ADJ UNCH    2 0
 GA2028
 GA2028.Superseded values are not recommended for survey control.
 GA2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2028.See file dsdata.txt to determine how the superseded data were derived.
 GA2028
 GA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV782895(NAD 83)
 GA2028_MARKER: DD = SURVEY DISK
 GA2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2028_STAMPING: NO 415
 GA2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2028+STABILITY: SURFACE MOTION
 GA2028
 GA2028  HISTORY     - Date     Condition        Report By
 GA2028  HISTORY     - UNK      MONUMENTED       TNGS
 GA2028  HISTORY     - 1961     GOOD             NGS
 GA2028
 GA2028                          STATION DESCRIPTION
 GA2028
 GA2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2028'3.6 MI W FROM DANDRIDGE.
 GA2028'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2028'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2028'1.5 MILES WEST ON INTERSTATE HIGHWAY 40 TO A BARN THAT IS ABOUT
 GA2028'0.1 MILE SOUTH OF INTERSTATE HIGHWAY 40 AND ON THE TOP OF A HILL.
 GA2028'THE BENCH MARK IS 63 FT. SOUTH OF THE SOUTHWEST CORNER OF THE BARN,
 GA2028'15 FT. WEST OF A FENCE, AND 0.5 FT. WEST OF A WITNESS SIGN.  THE
 GA2028'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0769 ***********************************************************************
 GB0769  DESIGNATION -  NO 99
 GB0769  PID         -  GB0769
 GB0769  STATE/COUNTY-  TN/ANDERSON
 GB0769  USGS QUAD   -  NORRIS (1990)
 GB0769
 GB0769                         *CURRENT SURVEY CONTROL
 GB0769  ___________________________________________________________________
 GB0769* NAD 83(1986)-  36 10 52.     (N)    084 04 03.     (W)     SCALED    
 GB0769* NAVD 88     -       277.820  (meters)     911.48   (feet)  ADJUSTED  
 GB0769  ___________________________________________________________________
 GB0769  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0769  DYNAMIC HT  -         277.568 (meters)     910.65  (feet)  COMP
 GB0769  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GB0769
 GB0769  VERT ORDER  -  SECOND    CLASS 0
 GB0769
 GB0769.The horizontal coordinates were scaled from a topographic map and have
 GB0769.an estimated accuracy of +/- 6 seconds.
 GB0769
 GB0769.The orthometric height was determined by differential leveling
 GB0769.and adjusted by the National Geodetic Survey in June 1991..
 GB0769
 GB0769.The geoid height was determined by GEOID03.
 GB0769
 GB0769.The dynamic height is computed by dividing the NAVD 88
 GB0769.geopotential number by the normal gravity value computed on the
 GB0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0769.degrees latitude (g = 980.6199 gals.).
 GB0769
 GB0769.The modeled gravity was interpolated from observed gravity values.
 GB0769
 GB0769;                    North         East    Units  Estimated Accuracy
 GB0769;SPC TN       -   206,730.      773,830.      MT  (+/- 180 meters Scaled)
 GB0769
 GB0769                          SUPERSEDED SURVEY CONTROL
 GB0769
 GB0769  NGVD 29 (??/??/92)  277.953  (m)          911.92   (f) ADJ UNCH    2 0
 GB0769
 GB0769.Superseded values are not recommended for survey control.
 GB0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0769.See file dsdata.txt to determine how the superseded data were derived.
 GB0769
 GB0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF637080(NAD 83)
 GB0769_MARKER: DD = SURVEY DISK
 GB0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0769_STAMPING: NO 99 (EL) 91169
 GB0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0769+STABILITY: SURFACE MOTION
 GB0769
 GB0769  HISTORY     - Date     Condition        Report By
 GB0769  HISTORY     - UNK      MONUMENTED       TVA
 GB0769  HISTORY     - 1964     GOOD             TNHD
 GB0769
 GB0769                          STATION DESCRIPTION
 GB0769
 GB0769'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0769'3 MI S FROM NORRIS.
 GB0769'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61, GO
 GB0769'3.0 MILE SOUTH ON STATE ROUTE 61 TO THE MARK ON THE RIGHT.  THE
 GB0769'MARK IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GB0769'OF THE ENTRANCE TO THE NORRIS MEMORIAL GARDENS AND A ROAD
 GB0769'LEADING EAST, 24 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0769'STATE ROUTE 61, 9 FEET NORTHEAST OF A UTILITY POLE NO. D3R AND
 GB0769'0.6 FOOT NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0769'IS A T.V.A. DISK SET IN THE TOP OF A 5-INCH SQUARE, CONCRETE
 GB0769'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0122 ***********************************************************************
 FD0122  DESIGNATION -  NOAH
 FD0122  PID         -  FD0122
 FD0122  STATE/COUNTY-  TN/COFFEE
 FD0122  USGS QUAD   -  NOAH (1976)
 FD0122
 FD0122                         *CURRENT SURVEY CONTROL
 FD0122  ___________________________________________________________________
 FD0122* NAD 83(1995)-  35 34 14.62973(N)    086 14 00.08044(W)     ADJUSTED  
 FD0122* NAVD 88     -       289.786  (meters)     950.74   (feet)  ADJUSTED  
 FD0122  ___________________________________________________________________
 FD0122  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FD0122  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0122  DYNAMIC HT  -         289.516 (meters)     949.85  (feet)  COMP
 FD0122  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0122
 FD0122  HORZ ORDER  -  SECOND
 FD0122  VERT ORDER  -  SECOND    CLASS 0
 FD0122
 FD0122.The horizontal coordinates were established by classical geodetic methods
 FD0122.and adjusted by the National Geodetic Survey in April 1999..
 FD0122
 FD0122.The orthometric height was determined by differential leveling
 FD0122.and adjusted by the National Geodetic Survey in June 1991..
 FD0122
 FD0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0122
 FD0122.The geoid height was determined by GEOID03.
 FD0122
 FD0122.The dynamic height is computed by dividing the NAVD 88
 FD0122.geopotential number by the normal gravity value computed on the
 FD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0122.degrees latitude (g = 980.6199 gals.).
 FD0122
 FD0122.The modeled gravity was interpolated from observed gravity values.
 FD0122
 FD0122;                    North         East     Units Scale Factor Converg.
 FD0122;SPC TN       -   137,313.380   578,847.247   MT  0.99995890   -0 08 11.8
 FD0122;SPC TN       -   450,502.31  1,899,101.34   sFT  0.99995890   -0 08 11.8
 FD0122;UTM  16      - 3,936,608.259   569,469.021   MT  0.99965947   +0 26 45.5
 FD0122
 FD0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0122!SPC TN       -   0.99995901  x   0.99995890  =   0.99991791
 FD0122!UTM  16      -   0.99995901  x   0.99965947  =   0.99961849
 FD0122
 FD0122|---------------------------------------------------------------------|
 FD0122| PID    Reference Object                     Distance      Geod. Az  |
 FD0122|                                                           dddmmss.s |
 FD0122| FD0123 NOAH RM 1                             8.596 METERS 00746     |
 FD0122| FD0124 NOAH RM 2                             7.541 METERS 27218     |
 FD0122| FD1406 COFFEE                              APPROX. 2.6 KM 3433007.8 |
 FD0122|---------------------------------------------------------------------|
 FD0122
 FD0122                          SUPERSEDED SURVEY CONTROL
 FD0122
 FD0122  NAD 83(1995)-  35 34 14.63646(N)    086 14 00.08148(W) AD(       ) 2
 FD0122  NAD 83(1986)-  35 34 14.64045(N)    086 14 00.07921(W) AD(       ) 2
 FD0122  NAD 27      -  35 34 14.37440(N)    086 14 00.10190(W) AD(       ) 2
 FD0122  NGVD 29 (??/??/92)  289.783  (m)          950.73   (f) ADJ UNCH    2 0
 FD0122
 FD0122.Superseded values are not recommended for survey control.
 FD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0122.See file dsdata.txt to determine how the superseded data were derived.
 FD0122
 FD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6946936608(NAD 83)
 FD0122_MARKER: DE = TRAVERSE STATION DISK
 FD0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0122_STAMPING: NOAH 1960
 FD0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0122+STABILITY: SURFACE MOTION
 FD0122
 FD0122  HISTORY     - Date     Condition        Report By
 FD0122  HISTORY     - 1960     MONUMENTED       CGS
 FD0122  HISTORY     - 1960     GOOD             CGS
 FD0122
 FD0122                          STATION DESCRIPTION
 FD0122
 FD0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0122'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF MANCHESTER AND
 FD0122'ABOUT 4 MILES SOUTHEAST OF
 FD0122'BEECH GROVE.
 FD0122'
 FD0122'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0122'SOUTHEAST ON U S HIGHWAY
 FD0122'41 FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 FD0122'SOUTHEAST, AND GO 1.85
 FD0122'MILES TO A T ROAD, TURN RIGHT AND GO 0.45 MILE
 FD0122'TO A T ROAD, TURN LEFT, SOUTHEAST, AND GO
 FD0122'0.45 MILE TO A FORK AND A
 FD0122'HOUSE ON THE RIGHT, TURN RIGHT, WEST, ALONG THE NORTH SIDE
 FD0122'OF THE HOUSE
 FD0122'AND FOLLOW A DIM ROAD ALONG THE SOUTH SIDE OF FIELD FOR 0.3
 FD0122'MILE TO A BARN AND THE
 FD0122'STATION.
 FD0122'
 FD0122'THE STATION IS 55 FEET EAST OF A BARN, 10 FEET SOUTHWEST OF A WOOD
 FD0122'GATE AND 3.1 FEET NORTHEAST
 FD0122'OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET
 FD0122'IN A 10-INCH SQUARE CONCRETE
 FD0122'POST, FLUSH, AND STAMPED NOAH 1960.
 FD0122'
 FD0122'REFERENCE MARK NO 1 IS 60 FEET EAST OF A BARN, 23 FEET NORTH OF A
 FD0122'WOOD GATE AND 3 FEET WEST OF
 FD0122'A FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH
 FD0122'SQUARE CONCRETE POST, FLUSH, AND
 FD0122'STAMPED NOAH NO 1 1960.
 FD0122'
 FD0122'REFERENCE MARK NO 2 IS 35 FEET WEST OF A WOOD GATE, 30 FEET EAST OF A
 FD0122'BARN AND 5 FEET NORTH OF A
 FD0122'FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH
 FD0122'SQUARE CONCRETE POST, FLUSH, AND
 FD0122'STAMPED NOAH NO 2 1960.
 FD0122'
 FD0122'TRAVERSE STATION COFFEE WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 FD0122'TRAVERSE CONNECTION WAS
 FD0122'MADE.  SEE DESCRIPTION THEREOF.
 FD0122
 FD0122                          STATION RECOVERY (1960)
 FD0122
 FD0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0122'5.2 MI S FROM BEECH GROVE.
 FD0122'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0122'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0122'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE SOUTHEAST
 FD0122'ON A GRAVELED ROAD TO A FORK AND A HOUSE ON THE RIGHT, TURN RIGHT,
 FD0122'WEST, ALONG THE NORTH SIDE OF THE HOUSE AND FOLLOW A DIM ROAD
 FD0122'ROAD ALONG THE SOUTH SIDE OF FIELD FOR 0.3 MILE TO A BARN AND
 FD0122'THE STATION.  THE STATION MARK IS 55 FT. EAST OF A BARN, 10 FT.
 FD0122'SOUTHWEST OF A WOOD GATE AND 3.1 FT. NORTHEAST OF A WITNESS
 FD0122'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0122'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0123 ***********************************************************************
 FD0123  DESIGNATION -  NOAH RM 1
 FD0123  PID         -  FD0123
 FD0123  STATE/COUNTY-  TN/COFFEE
 FD0123  USGS QUAD   -  NOAH (1976)
 FD0123
 FD0123                         *CURRENT SURVEY CONTROL
 FD0123  ___________________________________________________________________
 FD0123* NAD 83(1986)-  35 34 14.     (N)    086 14 00.     (W)     SCALED    
 FD0123* NAVD 88     -       289.530  (meters)     949.90   (feet)  ADJUSTED  
 FD0123  ___________________________________________________________________
 FD0123  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0123  DYNAMIC HT  -         289.259 (meters)     949.01  (feet)  COMP
 FD0123  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0123
 FD0123  VERT ORDER  -  SECOND    CLASS 0
 FD0123
 FD0123.The horizontal coordinates were scaled from a topographic map and have
 FD0123.an estimated accuracy of +/- 6 seconds.
 FD0123
 FD0123.The orthometric height was determined by differential leveling
 FD0123.and adjusted by the National Geodetic Survey in June 1991..
 FD0123
 FD0123.The geoid height was determined by GEOID03.
 FD0123
 FD0123.The dynamic height is computed by dividing the NAVD 88
 FD0123.geopotential number by the normal gravity value computed on the
 FD0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0123.degrees latitude (g = 980.6199 gals.).
 FD0123
 FD0123.The modeled gravity was interpolated from observed gravity values.
 FD0123
 FD0123;                    North         East    Units  Estimated Accuracy
 FD0123;SPC TN       -   137,290.      578,850.      MT  (+/- 180 meters Scaled)
 FD0123
 FD0123                          SUPERSEDED SURVEY CONTROL
 FD0123
 FD0123  NGVD 29 (??/??/92)  289.526  (m)          949.89   (f) ADJ UNCH    2 0
 FD0123
 FD0123.Superseded values are not recommended for survey control.
 FD0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0123.See file dsdata.txt to determine how the superseded data were derived.
 FD0123
 FD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE694365(NAD 83)
 FD0123_MARKER: DR = REFERENCE MARK DISK
 FD0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0123_STAMPING: NOAH NO 1 1960
 FD0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0123+STABILITY: SURFACE MOTION
 FD0123
 FD0123  HISTORY     - Date     Condition        Report By
 FD0123  HISTORY     - 1960     MONUMENTED       CGS
 FD0123
 FD0123                          STATION DESCRIPTION
 FD0123
 FD0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0123'5.2 MI S FROM BEECH GROVE.
 FD0123'THIS MARK IS LOCATED AT THE NOAH 1960 STATION SITE, 28.2 FT.
 FD0123'NORTH OF THE STATION MARK, 60 FT. EAST OF A BARN, 23 FT. NORTH
 FD0123'OF A WOOD GATE AND 3 FT. WEST OF A FENCE.  THE DISK IS SET IN
 FD0123'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0124 ***********************************************************************
 FD0124  DESIGNATION -  NOAH RM 2
 FD0124  PID         -  FD0124
 FD0124  STATE/COUNTY-  TN/COFFEE
 FD0124  USGS QUAD   -  NOAH (1976)
 FD0124
 FD0124                         *CURRENT SURVEY CONTROL
 FD0124  ___________________________________________________________________
 FD0124* NAD 83(1986)-  35 34 14.     (N)    086 14 00.     (W)     SCALED    
 FD0124* NAVD 88     -       290.015  (meters)     951.49   (feet)  ADJUSTED  
 FD0124  ___________________________________________________________________
 FD0124  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0124  DYNAMIC HT  -         289.744 (meters)     950.60  (feet)  COMP
 FD0124  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0124
 FD0124  VERT ORDER  -  SECOND    CLASS 0
 FD0124
 FD0124.The horizontal coordinates were scaled from a topographic map and have
 FD0124.an estimated accuracy of +/- 6 seconds.
 FD0124
 FD0124.The orthometric height was determined by differential leveling
 FD0124.and adjusted by the National Geodetic Survey in June 1991..
 FD0124
 FD0124.The geoid height was determined by GEOID03.
 FD0124
 FD0124.The dynamic height is computed by dividing the NAVD 88
 FD0124.geopotential number by the normal gravity value computed on the
 FD0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0124.degrees latitude (g = 980.6199 gals.).
 FD0124
 FD0124.The modeled gravity was interpolated from observed gravity values.
 FD0124
 FD0124;                    North         East    Units  Estimated Accuracy
 FD0124;SPC TN       -   137,290.      578,850.      MT  (+/- 180 meters Scaled)
 FD0124
 FD0124                          SUPERSEDED SURVEY CONTROL
 FD0124
 FD0124  NGVD 29 (??/??/92)  290.011  (m)          951.48   (f) ADJ UNCH    2 0
 FD0124
 FD0124.Superseded values are not recommended for survey control.
 FD0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0124.See file dsdata.txt to determine how the superseded data were derived.
 FD0124
 FD0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE694365(NAD 83)
 FD0124_MARKER: DR = REFERENCE MARK DISK
 FD0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0124_STAMPING: NOAH NO 2 1960
 FD0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0124+STABILITY: SURFACE MOTION
 FD0124
 FD0124  HISTORY     - Date     Condition        Report By
 FD0124  HISTORY     - 1960     MONUMENTED       CGS
 FD0124
 FD0124                          STATION DESCRIPTION
 FD0124
 FD0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0124'5.2 MI S FROM BEECH GROVE.
 FD0124'THIS MARK IS LOCATED AT THE NOAH 1960 STATION SITE, 24.7 FT.
 FD0124'WEST OF THE STATION MARK, 35 FT. WEST OF A WOOD GATE, 30 FT. EAST
 FD0124'OF A BARN AND 5 FT. NORTH OF A FENCE LINE.  THE DISK IS SET IN
 FD0124'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1514 ***********************************************************************
 FD1514  DESIGNATION -  NOD
 FD1514  PID         -  FD1514
 FD1514  STATE/COUNTY-  TN/MAURY
 FD1514  USGS QUAD   -  COLUMBIA (1989)
 FD1514
 FD1514                         *CURRENT SURVEY CONTROL
 FD1514  ___________________________________________________________________
 FD1514* NAD 83(1995)-  35 33 30.51741(N)    087 03 14.70848(W)     ADJUSTED  
 FD1514* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 FD1514  ___________________________________________________________________
 FD1514  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FD1514  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1514
 FD1514  HORZ ORDER  -  SECOND
 FD1514
 FD1514.The horizontal coordinates were established by classical geodetic methods
 FD1514.and adjusted by the National Geodetic Survey in April 1999..
 FD1514
 FD1514.The orthometric height was scaled from a topographic map.
 FD1514
 FD1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1514
 FD1514.The geoid height was determined by GEOID03.
 FD1514
 FD1514;                    North         East     Units Scale Factor Converg.
 FD1514;SPC TN       -   136,443.315   504,438.490   MT  0.99995990   -0 37 01.6
 FD1514;SPC TN       -   447,647.78  1,654,978.61   sFT  0.99995990   -0 37 01.6
 FD1514;UTM  16      - 3,934,980.254   495,098.359   MT  0.99960030   -0 01 53.2
 FD1514
 FD1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1514!SPC TN       -   0.99995603  x   0.99995990  =   0.99991593
 FD1514!UTM  16      -   0.99995603  x   0.99960030  =   0.99955635
 FD1514
 FD1514:                Primary Azimuth Mark                     Grid Az
 FD1514:SPC TN       -  COLUMBIA MAURY CO CTHSE DOME             016 56 44.7
 FD1514:UTM  16      -  COLUMBIA MAURY CO CTHSE DOME             016 21 36.3
 FD1514
 FD1514|---------------------------------------------------------------------|
 FD1514| PID    Reference Object                     Distance      Geod. Az  |
 FD1514|                                                           dddmmss.s |
 FD1514| FD1513 COLUMBIA MAURY CO CTHSE DOME        APPROX. 6.5 KM 0161943.1 |
 FD1514| CG6206 NOD AZ MK                                          0320611.5 |
 FD1514| CG6207 NOD RM 1                             29.730 METERS 07406     |
 FD1514| CG6208 NOD RM 2                             25.698 METERS 16327     |
 FD1514|---------------------------------------------------------------------|
 FD1514
 FD1514                          SUPERSEDED SURVEY CONTROL
 FD1514
 FD1514  NAD 83(1995)-  35 33 30.52036(N)    087 03 14.71035(W) AD(       ) 2
 FD1514  NAD 83(1986)-  35 33 30.52822(N)    087 03 14.71032(W) AD(       ) 2
 FD1514  NAD 27      -  35 33 30.26600(N)    087 03 14.68800(W) AD(       ) 2
 FD1514
 FD1514.Superseded values are not recommended for survey control.
 FD1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1514.See file dsdata.txt to determine how the superseded data were derived.
 FD1514
 FD1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9509834980(NAD 83)
 FD1514_MARKER: DS = TRIANGULATION STATION DISK
 FD1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1514
 FD1514  HISTORY     - Date     Condition        Report By
 FD1514  HISTORY     - 1934     MONUMENTED       CGS
 FD1514  HISTORY     - 1953     GOOD             TVA
 FD1514  HISTORY     - 1962     GOOD             CGS
 FD1514  HISTORY     - 1962     GOOD             TNHD
 FD1514
 FD1514                          STATION DESCRIPTION
 FD1514
 FD1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1514'ABOUT 9 MILES EAST-NORTHEAST OF MOUNTPLEASANT, 3.75 MILES SOUTHWEST
 FD1514'OF COLUMBIA, ON
 FD1514'SUMMIT OF NODGRASS HILL, AND ON PROPERTY OF MRS DAWS
 FD1514'FRIERSON.  TO REACH FROM
 FD1514'COURTHOUSE AT COLUMBIA, FOLLOW U S ROUTE 31
 FD1514'SOUTH 0.65 MILE, CONTINUE SOUTH ON HIGHLAND
 FD1514'AVENUE AND MAIN ROAD 2.6
 FD1514'MILES, TURN LEFT ONTO ROUGH, ROCKY ROAD AFTER PASSING LARGE
 FD1514'HOUSE ON LEFT,
 FD1514'CONTINUE 0.9 MILE TO TOP OF GRADE, TURN LEFT INTO LANE THROUGH
 FD1514'FIELD AND GO ABOUT 0.5
 FD1514'MILE TO HOME OF J C POLLOCK, THEN SOUTHEAST
 FD1514'THROUGH CLEARED FIELD 250 YARDS TO SUMMIT
 FD1514'AND STATION SITE 150 YARDS
 FD1514'WEST OF FENCE ROW AT EAST END OF SUMMIT AND 80 YARDS NORTH
 FD1514'OF NORTH FENCE
 FD1514'LINE OF FIELD AT SOUTH EDGE OF SUMMIT.  SURFACE AND UNDERGROUND
 FD1514'MARKS ARE STANDARD
 FD1514'STATION DISKS IN CONCRETE.
 FD1514'REFERENCE MARKS ARE STANDARD
 FD1514'REFERENCE DISKS IN CONCRETE.
 FD1514'NO 1 IS ALONG LONGITUDINAL CENTER OF SUMMIT AND
 FD1514'85.55 FEET FROM
 FD1514'STATION.  NO 2 IS IN CENTER OF SMALL
 FD1514'DEPRESSION ON
 FD1514'SUMMIT AND 84.31 FEET FROM STATION.
 FD1514'AZIMUTH MARK IS
 FD1514'STANDARD REFERENCE DISK IN BOULDER.
 FD1514'IN GROUP OF SMALL BOULDERS AT NORTH
 FD1514'CORNER OF FIELD, 64 FEET
 FD1514'CLEAR OF LOCAL TIMBER, 40 FEET SOUTH OF FENCE CORNER, NEAR
 FD1514'6-INCH TWIN
 FD1514'TREE, 25 FEET SOUTHEAST OF WIRE FENCE LINE, 20 FEET WEST OF WIRE
 FD1514'FENCE LINE, AND ABOUT
 FD1514'350 YARDS FROM STATION.
 FD1514
 FD1514                          STATION RECOVERY (1953)
 FD1514
 FD1514'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1514'ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1514'
 FD1514'SIGNS WERE SET 2 FEET N OF RM 1 AND 2 AND THE STATION MARK.  A SIGN
 FD1514'WAS 2 FEET WEST OF
 FD1514'THE AZIMUTH MARK WITH A POINTED CROSS ON TREE.
 FD1514
 FD1514                          STATION RECOVERY (1962)
 FD1514
 FD1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1514'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1514'RECOVERED AND FOUND IN
 FD1514'EXCELLENT CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN FAIR
 FD1514'CONDITION, THE CEMENT WHICH
 FD1514'HELD THE DISK IN THE DRILL HOLE WAS
 FD1514'DETERIORATING AND ALL THE LOOSE MATERIAL WAS
 FD1514'REMOVED AND THE GROUTING
 FD1514'RENEWED.  THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 FD1514'FOLLOWING IS A
 FD1514'NEW AND COMPLETE DESCRIPTION.
 FD1514'
 FD1514'THE STATION IS ABOUT 9 MILES EAST-NORTHEAST OF MOUNT PLEASANT, 3.75
 FD1514'MILES SOUTHWEST OF
 FD1514'COLUMBIA, IN AN OPEN PASTURE NEAR THE SUMMIT OF WHAT IS
 FD1514'LOCALLY KNOWN AS NODGRASS HILL,
 FD1514'AND ON THE PROPERTY OF G G PINKSTON.
 FD1514'
 FD1514'TO REACH FROM THE SOUTH SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD1514'COLUMBIA, GO SOUTH ON SOUTH
 FD1514'MAIN STREET FOR 0.65 MILE TO A Y INTERSECTION WHERE
 FD1514'SOUTH MAIN STREET BEARS LEFT AND
 FD1514'HIGHLAND AVENUE CONTINUES STRAIGHT
 FD1514'AHEAD SOUTH.  CONTINUE SOUTH ON HIGHLAND AVENUE AND
 FD1514'THE MAIN ROAD FOR
 FD1514'2.6 MILES TO A POINT WHERE THE ROAD CURVES TO THE RIGHT AT THE J W
 FD1514'SATTERWHITE
 FD1514'RESIDENCE ON THE LEFT, AND A SIDE ROAD LEFT JUST AFTER
 FD1514'PASSING THIS RESIDENCE.  HERE
 FD1514'TURN LEFT, SOUTH, ON THE GRAVELED SIDE
 FD1514'ROAD AND GO 0.55 MILE TO A FARM LANE ON THE
 FD1514'RIGHT AND A GATE STRAIGHT
 FD1514'AHEAD, PASS THROUGH THIS GATE AND CONTINUE SOUTH, UPHILL, ON A
 FD1514'ROCKY ROAD FOR
 FD1514'0.35 MILE TO THE TOP OF THE GRADE AND A FARM LANE AND GATE
 FD1514'ON THE LEFT.  HERE TURN
 FD1514'LEFT ON THIS FARM LANE AND GO EASTERLY FOR
 FD1514'0.5 MILE TO A LARGE TOBACCO BARN ON THE
 FD1514'LEFT AND THE REMAINS OF A
 FD1514'BURNED HOUSE, PASS TO THE RIGHT OF THE OLD HOME SITE AND
 FD1514'CONTINUE 0.1 MILE
 FD1514'TO A WIRE GATE IN A NORTH-SOUTH FENCE, PASS THROUGH THIS GATE
 FD1514'AND BEAR SHARP RIGHT,
 FD1514'SOUTH, ALONG THE EAST SIDE OF A FENCE FOR 0.05
 FD1514'MILE TO A WIRE GATE AT A T FENCE CORNER,
 FD1514'PASS THROUGH THIS GATE AND
 FD1514'ANGLE SOUTHEAST ACROSS OPEN PASTURE FOR 0.05 MILE TO THE
 FD1514'TOP OF THE HILL
 FD1514'AND THE STATION NEAR THE EAST EDGE OF THE SUMMIT.
 FD1514'
 FD1514'THE STATION IS 190 FEET EAST OF A NORTH-SOUTH FENCE, 185 FEET SOUTH
 FD1514'OF AN EAST- WEST FENCE AND
 FD1514'1.7 FEET NORTH OF A METAL WITNESS POST AND TVA SIGN.
 FD1514'IT IS A STANDARD DISK SET IN THE
 FD1514'TOP OF A 10-INCH, ROUND, CONCRETE
 FD1514'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1514'STAMPED NOD 1934.
 FD1514'
 FD1514'REFERENCE MARK NO 1 IS ALONG THE LONGITUDINAL CENTER OF THE SUMMIT,
 FD1514'167 FEET SOUTH OF AN
 FD1514'EAST-WEST FENCE AND 1.3 FEET NORTH OF A METAL WITNESS
 FD1514'POST AND TVA SIGN.  IT IS A
 FD1514'STANDARD DISK SET IN THE TOP OF A
 FD1514'10-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1514'PROJECTS 5 INCHES AND THE DISK
 FD1514'IS STAMPED NOD NO 1 1934.
 FD1514'
 FD1514'REFERENCE MARK NO 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 3 FEET
 FD1514'BELOW THE ELEVATION OF
 FD1514'THE STATION, 156 FEET NORTH OF AN EAST-WEST FENCE AND
 FD1514'1.0 FOOT SOUTH OF A METAL
 FD1514'WITNESS POST AND TVA SIGN.  IT IS A
 FD1514'STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1514'ROUND, CONCRETE MONUMENT
 FD1514'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED NOD NO 2 1934.
 FD1514'
 FD1514'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 FD1514'MARK NO 2 IS 128.14 FEET.
 FD1514'
 FD1514'THE AZIMUTH MARK IS LOCATED NEAR THE NORTHEAST CORNER OF A PASTURE,
 FD1514'54 FEET SOUTH OF A FENCE
 FD1514'CORNER POST, 29 FEET SOUTHEAST OF A FENCE, 19 FEET
 FD1514'WEST OF A FENCE, 2.1 FEET EAST OF A
 FD1514'METAL WITNESS POST AND TVA SIGN,
 FD1514'1.8 FEET WEST OF AN 8-INCH HACKBERRY TREE, AND 1.4
 FD1514'FEET SOUTH OF A
 FD1514'TWIN TRUNKED HACKBERRY TREE.  IT IS A STANDARD DISK CEMENTED IN A
 FD1514'DRILL HOLE IN A
 FD1514'BOULDER THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FD1514'STAMPED NOD AZI 1934.
 FD1514'
 FD1514'TO REACH THE AZIMUTH MARK FROM THE GATE IN THE NORTH-SOUTH FENCE JUST
 FD1514'AFTER PASSING THE OLD
 FD1514'HOME SITE, GO EAST AND NORTHEAST ALONG THE SOUTH EDGE
 FD1514'OF PASTURE FENCE FOR 0.2 MILE TO
 FD1514'THE NORTHEAST CORNER OF THE PASTURE
 FD1514'AND THE MARK.
 FD1514
 FD1514                          STATION RECOVERY (1962)
 FD1514
 FD1514'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD1514'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1514'THE DESCRIPTION IS
 FD1514'COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN AND THE
 FD1514'1934 OBSERVATIONS WERE CHECKED.
 FD1514'A DISCREPANCY WAS FOUND IN THE
 FD1514'DISTANCE TO REFERENCE MARK NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2545 ***********************************************************************
 GB2545  DESIGNATION -  NOE
 GB2545  PID         -  GB2545
 GB2545  STATE/COUNTY-  TN/KNOX
 GB2545  USGS QUAD   -  POWELL (1976)
 GB2545
 GB2545                         *CURRENT SURVEY CONTROL
 GB2545  ___________________________________________________________________
 GB2545* NAD 83(1995)-  36 00 27.78803(N)    084 02 00.07754(W)     ADJUSTED  
 GB2545* NAVD 88     -       393.2    (meters)    1290.     (feet)  VERTCON   
 GB2545  ___________________________________________________________________
 GB2545  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GB2545  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2545
 GB2545  HORZ ORDER  -  SECOND
 GB2545
 GB2545.The horizontal coordinates were established by classical geodetic methods
 GB2545.and adjusted by the National Geodetic Survey in April 1999..
 GB2545
 GB2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2545
 GB2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2545
 GB2545.The geoid height was determined by GEOID03.
 GB2545
 GB2545;                    North         East     Units Scale Factor Converg.
 GB2545;SPC TN       -   187,553.180   777,282.427   MT  0.99995298   +1 09 04.9
 GB2545;SPC TN       -   615,330.72  2,550,134.10   sFT  0.99995298   +1 09 04.9
 GB2545;UTM  16      - 3,988,876.330   767,387.813   MT  1.00048106   +1 44 42.4
 GB2545;UTM  17      - 3,989,061.636   226,597.818   MT  1.00052115   -1 47 03.8
 GB2545
 GB2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2545!SPC TN       -   0.99994312  x   0.99995298  =   0.99989610
 GB2545!UTM  16      -   0.99994312  x   1.00048106  =   1.00042415
 GB2545!UTM  17      -   0.99994312  x   1.00052115  =   1.00046424
 GB2545
 GB2545:                Primary Azimuth Mark                     Grid Az
 GB2545:SPC TN       -  NOE AZ MK                                010 18 08.9
 GB2545:UTM  16      -  NOE AZ MK                                009 42 31.4
 GB2545:UTM  17      -  NOE AZ MK                                013 14 17.6
 GB2545
 GB2545|---------------------------------------------------------------------|
 GB2545| PID    Reference Object                     Distance      Geod. Az  |
 GB2545|                                                           dddmmss.s |
 GB2545| GB0797 NOE AZ MK                                          0112713.8 |
 GB2545| DC2847 NOE RM 1                              9.044 METERS 06753     |
 GB2545| DC2848 NOE RM 2                              6.304 METERS 28645     |
 GB2545|---------------------------------------------------------------------|
 GB2545
 GB2545                          SUPERSEDED SURVEY CONTROL
 GB2545
 GB2545  NAD 83(1995)-  36 00 27.79412(N)    084 02 00.07615(W) AD(       ) 2
 GB2545  NAD 83(1995)-  36 00 27.79398(N)    084 02 00.07639(W) AD(       ) 2
 GB2545  NAD 83(1986)-  36 00 27.80041(N)    084 02 00.07414(W) AD(       ) 2
 GB2545  NAD 27      -  36 00 27.50976(N)    084 02 00.39466(W) AD(       ) 2
 GB2545  NGVD 29 (07/19/86)  393.3    (m)         1290.     (f) VERT ANG       
 GB2545
 GB2545.Superseded values are not recommended for survey control.
 GB2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2545.See file dsdata.txt to determine how the superseded data were derived.
 GB2545
 GB2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6738888876(NAD 83)
 GB2545_MARKER: DD = SURVEY DISK
 GB2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2545
 GB2545  HISTORY     - Date     Condition        Report By
 GB2545  HISTORY     - 1964     MONUMENTED       TNHD
 GB2545
 GB2545                          STATION DESCRIPTION
 GB2545
 GB2545'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2545'THE STATION IS ABOUT 6 MILES NORTHWEST OF KNOXVILLE AND 10 MILES
 GB2545'SOUTHEAST OF CLINTON.
 GB2545'
 GB2545'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2545'U.S.  HIGHWAY 25W TO
 GB2545'THE INTERSECTION OF U.S.  HIGHWAY 25W AND STATE ROUTE
 GB2545'61.  TURN LEFT ON U.S.  HIGHWAY
 GB2545'25W AND CONTINUE SOUTHERLY FOR 9.8
 GB2545'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GB2545'STRAIGHT AHEAD FOR
 GB2545'0.25 MILE TO A GRAVELED DRIVE UP A STEEP HILL ON THE RIGHT.  TURN
 GB2545'RIGHT UPHILL
 GB2545'AND FOLLOW THE DRIVE TO A HOUSE ON THE RIGHT AND THE
 GB2545'STATION NEAR A WATER TANK.
 GB2545'
 GB2545'THE STATION IS ABOUT 25 YARDS WEST OF A WATER TANK, 20 FEET SOUTHWEST
 GB2545'OF THE APPROXIMATE CENTER
 GB2545'OF A GRAVELED DRIVE, 12 FEET NORTHWEST OF THE
 GB2545'SOUTHWEST CORNER OF A WOODEN SHED, 11
 GB2545'FEET SOUTHWEST OF AN 18-INCH
 GB2545'PINE TREE, 5 FEET NORTHEAST OF A FENCE AND 2.3 FEET
 GB2545'NORTHEAST OF A
 GB2545'METAL WITNESS POST WITH SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB2545'STANDARD TENNESSEE
 GB2545'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2545'NOE 1964.  THE UNDERGROUND MARK IS
 GB2545'ABOUT 30 INCHES BELOW THE SURFACE.
 GB2545'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB2545'CONCRETE
 GB2545'MONUMENT.
 GB2545'
 GB2545'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE NORTHEAST CORNER OF A
 GB2545'WOODEN SHED, 19 FEET EAST
 GB2545'OF AN 18-INCH PINE TREE, 17 FEET SOUTH OF THE SOUTHWEST
 GB2545'CORNER OF A CONCRETE BLOCK
 GB2545'WELL-HOUSE, 16 FEET NORTHEAST OF A 20-INCH
 GB2545'PINE TREE AND 2 FEET SOUTHWEST OF A
 GB2545'TWIN-TRUNKED BLACK GUM TREE.  IT
 GB2545'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2545'A 10-INCH
 GB2545'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NOE RM-1
 GB2545'1964.
 GB2545'
 GB2545'REFERENCE MARK NO. 2 IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB2545'OF A GRAVELED DRIVE,
 GB2545'22 FEET EAST OF A 6-INCH DOGWOOD TREE AND 3 FEET
 GB2545'NORTH OF A FENCE.  IT IS A
 GB2545'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2545'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2545'MONUMENT AND THE DISK IS
 GB2545'STAMPED NOE RM-2 1964.
 GB2545'
 GB2545'THE AZIMUTH MARK IS 37 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2545'HIGHWAY 25W, 13 FEET WEST OF
 GB2545'A TWIN-TRUNKED MIMOSA TREE, 4 FEET SOUTH OF A HIGHWAY
 GB2545'SIGN AND 2.1 FEET WEST OF A METAL
 GB2545'WITNESS POST WITH SIGN.  IT IS A
 GB2545'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2545'10-INCH SQUARE,
 GB2545'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NOE AZI 1964.
 GB2545'
 GB2545'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2545'
 GB2545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0797 ***********************************************************************
 GB0797  DESIGNATION -  NOE AZ MK
 GB0797  PID         -  GB0797
 GB0797  STATE/COUNTY-  TN/KNOX
 GB0797  USGS QUAD   -  POWELL (1976)
 GB0797
 GB0797                         *CURRENT SURVEY CONTROL
 GB0797  ___________________________________________________________________
 GB0797* NAD 83(1986)-  36 00 40.     (N)    084 01 58.     (W)     SCALED    
 GB0797* NAVD 88     -       338.144  (meters)    1109.39   (feet)  ADJUSTED  
 GB0797  ___________________________________________________________________
 GB0797  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0797  DYNAMIC HT  -         337.827 (meters)    1108.35  (feet)  COMP
 GB0797  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GB0797
 GB0797  VERT ORDER  -  SECOND    CLASS 0
 GB0797
 GB0797.The horizontal coordinates were scaled from a topographic map and have
 GB0797.an estimated accuracy of +/- 6 seconds.
 GB0797
 GB0797.The orthometric height was determined by differential leveling
 GB0797.and adjusted by the National Geodetic Survey in June 1991..
 GB0797
 GB0797.The geoid height was determined by GEOID03.
 GB0797
 GB0797.The dynamic height is computed by dividing the NAVD 88
 GB0797.geopotential number by the normal gravity value computed on the
 GB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0797.degrees latitude (g = 980.6199 gals.).
 GB0797
 GB0797.The modeled gravity was interpolated from observed gravity values.
 GB0797
 GB0797;                    North         East    Units  Estimated Accuracy
 GB0797;SPC TN       -   187,930.      777,330.      MT  (+/- 180 meters Scaled)
 GB0797
 GB0797                          SUPERSEDED SURVEY CONTROL
 GB0797
 GB0797  NGVD 29 (??/??/??)  338.32   (m)         1110.0    (f) RESET       3  
 GB0797
 GB0797.Superseded values are not recommended for survey control.
 GB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0797.See file dsdata.txt to determine how the superseded data were derived.
 GB0797
 GB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE674892(NAD 83)
 GB0797_MARKER: DZ = AZIMUTH MARK DISK
 GB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0797_STAMPING: NOE AZI 1964
 GB0797_MARK LOGO: TNHD  
 GB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0797+STABILITY: SURFACE MOTION
 GB0797
 GB0797  HISTORY     - Date     Condition        Report By
 GB0797  HISTORY     - 1964     MONUMENTED       TNHD
 GB0797  HISTORY     - 1965     GOOD             TNHD
 GB0797
 GB0797                          STATION DESCRIPTION
 GB0797
 GB0797'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0797'10.4 MI SW FROM NORWOOD.
 GB0797'FROM THE POST OFFICE IN CLINTON, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GB0797'25W FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAY 25W AND
 GB0797'STATE ROUTE 61.  TURN LEFT ON U.S. HIGHWAY 25W AND GO SOUTHERLY
 GB0797'FOR 9.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS
 GB0797'37 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W,
 GB0797'13 FEET WEST OF A TWIN-TRUNKED MIMOSA TREE, 4 FEET SOUTH OF A
 GB0797'HIGHWAY SIGN AND 2.1 FEET WEST OF A METAL WITNESS POST WITH
 GB0797'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0797'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GB0797'WITH TH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2226 ***********************************************************************
 GC2226  DESIGNATION -  NOLEN
 GC2226  PID         -  GC2226
 GC2226  STATE/COUNTY-  TN/DAVIDSON
 GC2226  USGS QUAD   -  ANTIOCH (1983)
 GC2226
 GC2226                         *CURRENT SURVEY CONTROL
 GC2226  ___________________________________________________________________
 GC2226* NAD 83(1995)-  36 06 06.06434(N)    086 44 39.33856(W)     ADJUSTED  
 GC2226* NAVD 88     -       209.0    (meters)     686.     (feet)  VERTCON   
 GC2226  ___________________________________________________________________
 GC2226  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2226  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2226
 GC2226  HORZ ORDER  -  SECOND
 GC2226
 GC2226.The horizontal coordinates were established by classical geodetic methods
 GC2226.and adjusted by the National Geodetic Survey in April 1999..
 GC2226
 GC2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2226
 GC2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2226
 GC2226.The geoid height was determined by GEOID03.
 GC2226
 GC2226;                    North         East     Units Scale Factor Converg.
 GC2226;SPC TN       -   196,452.674   532,984.338   MT  0.99995927   -0 26 08.6
 GC2226;SPC TN       -   644,528.48  1,748,632.78   sFT  0.99995927   -0 26 08.6
 GC2226;UTM  16      - 3,995,257.121   523,019.572   MT  0.99960653   +0 09 02.5
 GC2226
 GC2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2226!SPC TN       -   0.99997178  x   0.99995927  =   0.99993105
 GC2226!UTM  16      -   0.99997178  x   0.99960653  =   0.99957832
 GC2226
 GC2226|---------------------------------------------------------------------|
 GC2226| PID    Reference Object                     Distance      Geod. Az  |
 GC2226|                                                           dddmmss.s |
 GC2226| GC2224 2100                                  4.678 METERS 01504     |
 GC2226| CG6209 NOLEN RM 1                           21.962 METERS 28212     |
 GC2226| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 5.3 KM 3064522.1 |
 GC2226|---------------------------------------------------------------------|
 GC2226
 GC2226                          SUPERSEDED SURVEY CONTROL
 GC2226
 GC2226  NAD 83(1995)-  36 06 06.06665(N)    086 44 39.34064(W) AD(       ) 2
 GC2226  NAD 83(1995)-  36 06 06.06852(N)    086 44 39.34025(W) AD(       ) 2
 GC2226  NAD 83(1986)-  36 06 06.07444(N)    086 44 39.34163(W) AD(       ) 2
 GC2226  NAD 27      -  36 06 05.86500(N)    086 44 39.34590(W) AD(       ) 2
 GC2226  NGVD 29 (07/19/86)  209.0    (m)          686.     (f) VERT ANG       
 GC2226
 GC2226.Superseded values are not recommended for survey control.
 GC2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2226.See file dsdata.txt to determine how the superseded data were derived.
 GC2226
 GC2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2302095257(NAD 83)
 GC2226_MARKER: DS = TRIANGULATION STATION DISK
 GC2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2226
 GC2226  HISTORY     - Date     Condition        Report By
 GC2226  HISTORY     - 1959     MONUMENTED       CGS
 GC2226
 GC2226                          STATION DESCRIPTION
 GC2226
 GC2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2226'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF DOWNTOWN
 GC2226'NASHVILLE IN THE RADNOR DISTRICT.  IT IS AT THE SITE OF THE RADNOR
 GC2226'WATER DISTRICT STANDPIPE AT THE WEST END OF MCCLELLEN STREET.
 GC2226'
 GC2226'TO REACH FROM THE JUNCTION OF THOMPSON LANE AND NOLENSVILLE PIKE, GO
 GC2226'SOUTHEAST ON NOLENSVILLE PIKE FOR 0.65 MILE TO THE JUNCTION OF
 GC2226'MCCLELLEN STREET ON THE RIGHT, TURN RIGHT ON MCCLELLEN STREET AND GO
 GC2226'WESTERLY FOR 0.2 MILE TO THE END OF THE STREET AND THE STATION AS
 GC2226'DESCRIBED.
 GC2226'
 GC2226'IT IS 49.8 FEET NORTHEAST OF THE STANDPIPE, 30 FEET SOUTH OF THE
 GC2226'CENTER OF MCCLELLEN STREET AND 20 FEET WEST OF A 4 FOOT BANK AT THE
 GC2226'END OF MCCLELLEN STREET.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2226'SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2226'THE DISK IS STAMPED NOLEN 1959.
 GC2226'
 GC2226'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 GC2226'CIRCULAR SLAB OF CONCRETE WHICH FORMERLY SERVED AS A BASE FOR A
 GC2226'STANDPIPE.  IT IS 18 FEET NORTH OF THE FENCE SURROUNDING THE PRESENT
 GC2226'STANDPIPE AND 18 INCHES WEST OF THE EASTERN EDGE OF THE SLAB.  IT
 GC2226'PROJECTS 18 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC2226'STAMPED NOLEN NO. 1 1959.
 GC2226'
 GC2226'NO. 2100 (TENN. GEOD. S.) MARK WAS USED AS REFERENCE MARK NO. 2.  IT
 GC2226'IS A BRONZE DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 GC2226'PROJECTING 8 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC2226'STAMPED NO. 2100.
 GC2226'
 GC2226'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS A SUITABLE
 GC2226'LOCATION COULD NOT BE FOUND.  NASHVILLE, WSM MICRO-WAVE PICKUP
 GC2226'STATION MAST WILL SERVE AS A GROUND AZIMUTH.
 GC2226'
 GC2226'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2201 ***********************************************************************
 FE2201  DESIGNATION -  NORMAL
 FE2201  PID         -  FE2201
 FE2201  STATE/COUNTY-  TN/SHELBY
 FE2201  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2201
 FE2201                         *CURRENT SURVEY CONTROL
 FE2201  ___________________________________________________________________
 FE2201* NAD 83(1995)-  35 07 08.68486(N)    089 56 25.62110(W)     ADJUSTED  
 FE2201* NAVD 88     -        95.314  (meters)     312.71   (feet)  ADJUSTED  
 FE2201  ___________________________________________________________________
 FE2201  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FE2201  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2201  DYNAMIC HT  -          95.227 (meters)     312.42  (feet)  COMP
 FE2201  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FE2201
 FE2201  HORZ ORDER  -  THIRD
 FE2201  VERT ORDER  -  FIRST     CLASS II
 FE2201
 FE2201.The horizontal coordinates were established by classical geodetic methods
 FE2201.and adjusted by the National Geodetic Survey in April 1999..
 FE2201
 FE2201.The orthometric height was determined by differential leveling
 FE2201.and adjusted by the National Geodetic Survey in June 1991..
 FE2201
 FE2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2201
 FE2201.The geoid height was determined by GEOID03.
 FE2201
 FE2201.The dynamic height is computed by dividing the NAVD 88
 FE2201.geopotential number by the normal gravity value computed on the
 FE2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2201.degrees latitude (g = 980.6199 gals.).
 FE2201
 FE2201.The modeled gravity was interpolated from observed gravity values.
 FE2201
 FE2201;                    North         East     Units Scale Factor Converg.
 FE2201;SPC TN       -    94,409.807   240,893.223   MT  1.00002568   -2 18 24.8
 FE2201;SPC TN       -   309,742.84    790,330.52   sFT  1.00002568   -2 18 24.8
 FE2201;UTM  16      - 3,890,206.406   232,028.248   MT  1.00048509   -1 41 33.3
 FE2201;UTM  15      - 3,890,533.747   778,829.069   MT  1.00055827   +1 45 40.4
 FE2201
 FE2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2201!SPC TN       -   0.99998933  x   1.00002568  =   1.00001501
 FE2201!UTM  16      -   0.99998933  x   1.00048509  =   1.00047442
 FE2201!UTM  15      -   0.99998933  x   1.00055827  =   1.00054760
 FE2201
 FE2201|---------------------------------------------------------------------|
 FE2201| PID    Reference Object                     Distance      Geod. Az  |
 FE2201|                                                           dddmmss.s |
 FE2201| FE2202 NORMAL RM 2                          29.330 METERS 00005     |
 FE2201| FE1220 GRAHAMWOOD                          APPROX. 3.5 KM 0180545.4 |
 FE2201| FE2568 MEMPHIS SHEAHAN PUMP STA STACK      APPROX. 0.9 KM 1074425.5 |
 FE2201| CG4684 NORMAL RM 1                          28.293 METERS 13117     |
 FE2201| FE2203 NORMAL RM 3                          86.611 METERS 13628     |
 FE2201|---------------------------------------------------------------------|
 FE2201
 FE2201                          SUPERSEDED SURVEY CONTROL
 FE2201
 FE2201  NAD 83(1995)-  35 07 08.68713(N)    089 56 25.62022(W) AD(       ) 3
 FE2201  NAD 83(1995)-  35 07 08.68993(N)    089 56 25.62106(W) AD(       ) 3
 FE2201  NAD 83(1986)-  35 07 08.69511(N)    089 56 25.62189(W) AD(       ) 3
 FE2201  NAD 27      -  35 07 08.37220(N)    089 56 25.30390(W) AD(       ) 3
 FE2201
 FE2201.Superseded values are not recommended for survey control.
 FE2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2201.See file dsdata.txt to determine how the superseded data were derived.
 FE2201
 FE2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3202890206(NAD 83)
 FE2201_MARKER: DS = TRIANGULATION STATION DISK
 FE2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2201_SP_SET: CONCRETE POST
 FE2201_STAMPING: NORMAL 1957
 FE2201_MARK LOGO: CGS   
 FE2201_PROJECTION: FLUSH
 FE2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2201+STABILITY: SURFACE MOTION
 FE2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2201+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE2201
 FE2201  HISTORY     - Date     Condition        Report By
 FE2201  HISTORY     - 1957     MONUMENTED       CGS
 FE2201  HISTORY     - 1959     GOOD             CGS
 FE2201  HISTORY     - 1962     GOOD             CGS
 FE2201  HISTORY     - 1983     GOOD             NGS
 FE2201  HISTORY     - 19951220 GOOD             TN1620
 FE2201  HISTORY     - 20021015 GOOD             USACE
 FE2201
 FE2201                          STATION DESCRIPTION
 FE2201
 FE2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2201'THE STATION IS IN THE SOUTH EAST PART OF THE CITY OF MEMPHIS, AT THE
 FE2201'EAST END OF MIDLAND AVENUE, ON THE GROUNDS OF MEMPHIS STATE
 FE2201'COLLEGE, JUST WEST OF THE WEST ENTRANCE TO MYNDERS HALL.  IT IS 109
 FE2201'FEET WEST OF THE SOUTH END OF THE STEPS OF THE WEST ENTRANCE TO
 FE2201'MYNDERS HALL, 46 FEET EAST OF THE EAST CURB OF PATTERSON STREET, 21
 FE2201'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE WEST
 FE2201'ENTRANCE OF MYNDERS HALL AND 63 FEET EAST OF THE INTERSECTION OF
 FE2201'MIDLAND AVENUE WITH PATTERSON STREET.  THE MONUMENT IS FLUSH AND THE
 FE2201'DISK IS STAMPED NORMAL 1957.
 FE2201'
 FE2201'REFERENCE MARK 1 IS 77 FEET SOUTHWEST OF THE SOUTH END OF THE STEPS
 FE2201'OF THE WEST ENTRANCE TO MYNDERS HALL, 80 FEET NORTHWEST OF THE
 FE2201'SOUTHWEST CORNER OF THE BUILDING AND 35 FEET WEST OF THE WEST EDGE OF
 FE2201'THE SIDEWALK AROUND THE BUILDING. THE MONUMENT IS FLUSH AND THE DISK
 FE2201'IS STAMPED NORMAL NO 1 1957.
 FE2201'
 FE2201'REFERENCE MARK 2 IS 69 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 FE2201'THAT LEADS TO THE WEST ENTRANCE TO THE BUILDING, 42 FEET EAST OF THE
 FE2201'EAST CURB OF PATTERSON STREET AND 37 FEET NORTHEAST OF A 16 INCH OAK
 FE2201'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NORMAL NO 2
 FE2201'1957.
 FE2201'
 FE2201'REFERENCE MARK 3 IS SET NEAR THE CURB OF AN EAST-WEST STREET, 77 FEET
 FE2201'SOUTHEAST OF THE EAST END OF THE STEPS OF THE SOUTH ENTRANCE TO
 FE2201'MYNDERS HALL, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2201'BUILDING AND 51 FEET EAST OF THE EAST EDGE OF THE SIDEWALK LEADING
 FE2201'TO THE SOUTH ENTRANCE OF THE BUILDING.  THE MONUMENT IS FLUSH AND THE
 FE2201'DISK IS STAMPED NORMAL NO 3 1957.
 FE2201'
 FE2201'NOTE- NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  A
 FE2201'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE
 FE2201'POSSIBLE AND LOCATED WITH PRECISE PROCEDURES SO THAT AN AZIMUTH
 FE2201'BETTER THAN THE ORDINARY REFERENCE MARK WOULD BE AVAILABLE.
 FE2201'
 FE2201'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2201
 FE2201                          STATION RECOVERY (1959)
 FE2201
 FE2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FE2201'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AND AS
 FE2201'DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FE2201
 FE2201                          STATION RECOVERY (1962)
 FE2201
 FE2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2201'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AS
 FE2201'DESCRIBED IN TENN. QUAD 350893 STATION 1079 AND FOUND TO BE IN
 FE2201'GOOD CONDITION.
 FE2201
 FE2201                          STATION RECOVERY (1983)
 FE2201
 FE2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2201'IN MEMPHIS.
 FE2201'IN MEMPHIS, NEAR THE SOUTHEAST PART OF THE CITY OF MEMPHIS AT THE EAST
 FE2201'END OF MIDLAND AVENUE AND ON THE PROPERTY OF MEMPHIS STATE UNIVERSITY,
 FE2201'AT THE WEST ENTRANCE TO MYNDORS HALL, 33.2 METERS (109.0 FT) WEST OF
 FE2201'THE SOUTH END OF THE WEST ENTRANCE STEPS, 14.0 METERS (46.0 FT) EAST
 FE2201'OF THE EAST CURB OF PATTERSON STREET, 6.4 METERS (21.0 FT) SOUTH OF
 FE2201'AND EAST-WEST SIDEWALK, 19.2 METERS (63.0 FT) EAST OF THE INTERSECTION
 FE2201'OF MIDLAND AVENUE AND PATTERSON STREET, 29.3 METERS (96.2 FT) SOUTH OF
 FE2201'RM 2, AND 86.6 METERS (284.1 FT) NORTHWEST OF RM 3.
 FE2201
 FE2201                          STATION RECOVERY (1995)
 FE2201
 FE2201'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE2201'RECOVERED IN GOOD CONDITION.
 FE2201
 FE2201                          STATION RECOVERY (2002)
 FE2201
 FE2201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2202 ***********************************************************************
 FE2202  DESIGNATION -  NORMAL RM 2
 FE2202  PID         -  FE2202
 FE2202  STATE/COUNTY-  TN/SHELBY
 FE2202  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2202
 FE2202                         *CURRENT SURVEY CONTROL
 FE2202  ___________________________________________________________________
 FE2202* NAD 83(1986)-  35 07 09.     (N)    089 56 26.     (W)     SCALED    
 FE2202* NAVD 88     -        95.300  (meters)     312.66   (feet)  ADJUSTED  
 FE2202  ___________________________________________________________________
 FE2202  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2202  DYNAMIC HT  -          95.212 (meters)     312.37  (feet)  COMP
 FE2202  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE2202
 FE2202  VERT ORDER  -  FIRST     CLASS II
 FE2202
 FE2202.The horizontal coordinates were scaled from a topographic map and have
 FE2202.an estimated accuracy of +/- 6 seconds.
 FE2202
 FE2202.The orthometric height was determined by differential leveling
 FE2202.and adjusted by the National Geodetic Survey in June 1991..
 FE2202
 FE2202.The geoid height was determined by GEOID03.
 FE2202
 FE2202.The dynamic height is computed by dividing the NAVD 88
 FE2202.geopotential number by the normal gravity value computed on the
 FE2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2202.degrees latitude (g = 980.6199 gals.).
 FE2202
 FE2202.The modeled gravity was interpolated from observed gravity values.
 FE2202
 FE2202;                    North         East    Units  Estimated Accuracy
 FE2202;SPC TN       -    94,420.      240,880.      MT  (+/- 180 meters Scaled)
 FE2202
 FE2202                          SUPERSEDED SURVEY CONTROL
 FE2202
 FE2202.No superseded survey control is available for this station.
 FE2202
 FE2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD320902(NAD 83)
 FE2202_MARKER: DR = REFERENCE MARK DISK
 FE2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2202_SP_SET: CONCRETE POST
 FE2202_STAMPING: NORMAL NO 2 1957
 FE2202_MARK LOGO: CGS   
 FE2202_PROJECTION: FLUSH
 FE2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2202+STABILITY: SURFACE MOTION
 FE2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2202+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE2202
 FE2202  HISTORY     - Date     Condition        Report By
 FE2202  HISTORY     - 1957     MONUMENTED       CGS
 FE2202  HISTORY     - 1983     GOOD             NGS
 FE2202  HISTORY     - 19951220 GOOD             TN1620
 FE2202  HISTORY     - 20021015 GOOD             USACE
 FE2202
 FE2202                          STATION DESCRIPTION
 FE2202
 FE2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2202'IN MEMPHIS.
 FE2202'IN MEMPHIS, NEAR THE SOUTHEAST PART OF THE CITY OF MEMPHIS AT THE EAST
 FE2202'END OF MIDLAND AVENUE AND ON THE PROPERTY OF MEMPHIS STATE UNIVERSITY,
 FE2202'AT THE WEST ENTRANCE TO MYNDERS HALL, 12.8 METERS (42.0 FT) EAST OF
 FE2202'THE EAST CURB OF PATTERSON STREET, 21.0 METERS (69.0 FT) NORTH OF THE
 FE2202'NORTH EDGE OF AN EAST-WEST SIDEWALK, 29.3 METERS (96.2 FT) NORTH OF
 FE2202'TRIANGULATION STATION NORMAL, 11.3 METERS (37.0 FT) NORTHEAST OF A 30
 FE2202'INCH OAK TREE.
 FE2202
 FE2202                          STATION RECOVERY (1995)
 FE2202
 FE2202'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE2202'RECOVERED IN GOOD CONDITION.
 FE2202
 FE2202                          STATION RECOVERY (2002)
 FE2202
 FE2202'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2203 ***********************************************************************
 FE2203  DESIGNATION -  NORMAL RM 3
 FE2203  PID         -  FE2203
 FE2203  STATE/COUNTY-  TN/SHELBY
 FE2203  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2203
 FE2203                         *CURRENT SURVEY CONTROL
 FE2203  ___________________________________________________________________
 FE2203* NAD 83(1986)-  35 07 05.     (N)    089 56 23.     (W)     SCALED    
 FE2203* NAVD 88     -        93.697  (meters)     307.40   (feet)  ADJUSTED  
 FE2203  ___________________________________________________________________
 FE2203  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2203  DYNAMIC HT  -          93.612 (meters)     307.13  (feet)  COMP
 FE2203  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE2203
 FE2203  VERT ORDER  -  FIRST     CLASS II
 FE2203
 FE2203.The horizontal coordinates were scaled from a topographic map and have
 FE2203.an estimated accuracy of +/- 6 seconds.
 FE2203
 FE2203.The orthometric height was determined by differential leveling
 FE2203.and adjusted by the National Geodetic Survey in June 1991..
 FE2203
 FE2203.The geoid height was determined by GEOID03.
 FE2203
 FE2203.The dynamic height is computed by dividing the NAVD 88
 FE2203.geopotential number by the normal gravity value computed on the
 FE2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2203.degrees latitude (g = 980.6199 gals.).
 FE2203
 FE2203.The modeled gravity was interpolated from observed gravity values.
 FE2203
 FE2203;                    North         East    Units  Estimated Accuracy
 FE2203;SPC TN       -    94,290.      240,960.      MT  (+/- 180 meters Scaled)
 FE2203
 FE2203                          SUPERSEDED SURVEY CONTROL
 FE2203
 FE2203.No superseded survey control is available for this station.
 FE2203
 FE2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD320900(NAD 83)
 FE2203_MARKER: DR = REFERENCE MARK DISK
 FE2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2203_SP_SET: CONCRETE POST
 FE2203_STAMPING: NORMAL NO 3 1957
 FE2203_MARK LOGO: CGS   
 FE2203_PROJECTION: FLUSH
 FE2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2203+STABILITY: SURFACE MOTION
 FE2203
 FE2203  HISTORY     - Date     Condition        Report By
 FE2203  HISTORY     - 1957     MONUMENTED       CGS
 FE2203  HISTORY     - 1983     GOOD             NGS
 FE2203  HISTORY     - 19951220 MARK NOT FOUND   TN1620
 FE2203
 FE2203                          STATION DESCRIPTION
 FE2203
 FE2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2203'IN MEMPHIS.
 FE2203'IN MEMPHIS, NEAR THE SOUTHEAST PART OF THE CITY OF MEMPHIS, AT THE
 FE2203'SOUTH ENTRANCE TO MYNDERS HALL ON THE PROPERTY OF MEMPHIS STATE
 FE2203'UNIVERSITY AND AT THE NORTH CURB OF AN EAST-WEST STREET, 23.5 METERS
 FE2203'(77.0 FT) SOUTHEAST OF THE EAST EDGE OF THE STEPS TO THE SOUTH
 FE2203'ENTRANCE OF THE HALL, 27.4 METERS (90.0 FT) SOUTHEAST OF THE SOUTHEAST
 FE2203'CORNER OF THE BUILDING, 15.5 METERS (51.0 FT) EAST OF NORTH-SOUTH
 FE2203'SIDEWALK, 5.2 METERS (17.0 FT) EAST OF A STREET LIGHT, 0.30 METER
 FE2203'(1.0 FT) NORTH OF A STREET CURB, AND 2.7 METERS (9.0 FT) SOUTH OF THE
 FE2203'SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 FE2203'THE MARK IS 0.15 M ABOVE STREET.
 FE2203
 FE2203                          STATION RECOVERY (1995)
 FE2203
 FE2203'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE2203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0645 ***********************************************************************
 GB0645  DESIGNATION -  NORRIS
 GB0645  PID         -  GB0645
 GB0645  STATE/COUNTY-  TN/ANDERSON
 GB0645  USGS QUAD   -  NORRIS (1990)
 GB0645
 GB0645                         *CURRENT SURVEY CONTROL
 GB0645  ___________________________________________________________________
 GB0645* NAD 83(1986)-  36 13 32.     (N)    084 05 23.     (W)     SCALED    
 GB0645* NAVD 88     -       323.512  (meters)    1061.39   (feet)  ADJUSTED  
 GB0645  ___________________________________________________________________
 GB0645  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GB0645  DYNAMIC HT  -         323.221 (meters)    1060.43  (feet)  COMP
 GB0645  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 GB0645
 GB0645  VERT ORDER  -  SECOND    CLASS 0
 GB0645
 GB0645.The horizontal coordinates were scaled from a topographic map and have
 GB0645.an estimated accuracy of +/- 6 seconds.
 GB0645
 GB0645.The orthometric height was determined by differential leveling
 GB0645.and adjusted by the National Geodetic Survey in June 1991..
 GB0645
 GB0645.The geoid height was determined by GEOID03.
 GB0645
 GB0645.The dynamic height is computed by dividing the NAVD 88
 GB0645.geopotential number by the normal gravity value computed on the
 GB0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0645.degrees latitude (g = 980.6199 gals.).
 GB0645
 GB0645.The modeled gravity was interpolated from observed gravity values.
 GB0645
 GB0645;                    North         East    Units  Estimated Accuracy
 GB0645;SPC TN       -   211,620.      771,730.      MT  (+/- 180 meters Scaled)
 GB0645
 GB0645                          SUPERSEDED SURVEY CONTROL
 GB0645
 GB0645  NGVD 29 (??/??/92)  323.645  (m)         1061.83   (f) ADJ UNCH    2 0
 GB0645
 GB0645.Superseded values are not recommended for survey control.
 GB0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0645.See file dsdata.txt to determine how the superseded data were derived.
 GB0645
 GB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF615128(NAD 83)
 GB0645_MARKER: DB = BENCH MARK DISK
 GB0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0645_SP_SET: CONCRETE WALK
 GB0645_STAMPING: NORRIS 1936
 GB0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0645
 GB0645  HISTORY     - Date     Condition        Report By
 GB0645  HISTORY     - 1936     MONUMENTED       CGS
 GB0645  HISTORY     - 1949     GOOD             NGS
 GB0645  HISTORY     - 1964     GOOD             NGS
 GB0645
 GB0645                          STATION DESCRIPTION
 GB0645
 GB0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0645'1.3 MI N FROM NORRIS.
 GB0645'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0645'NORRIS, ANDERSON COUNTY, THENCE 3.4 MILES NORTH ALONG T.V.A.
 GB0645'FREEWAY, 150 FEET WEST OF THE EAST END OF NORRIS DAM, AT THE
 GB0645'UPSTREAM SIDE, AT THE EAST OBSERVATION STAND, AND IN THE TOP OF
 GB0645'THE CONCRETE WALK.  A STANDARD DISK, STAMPED NORRIS 1936.
 GB0645
 GB0645                          STATION RECOVERY (1964)
 GB0645
 GB0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GB0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0372 ***********************************************************************
 FF0372  DESIGNATION -  NORRIS
 FF0372  PID         -  FF0372
 FF0372  STATE/COUNTY-  TN/SHELBY
 FF0372  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0372
 FF0372                         *CURRENT SURVEY CONTROL
 FF0372  ___________________________________________________________________
 FF0372* NAD 83(1995)-  35 05 03.34931(N)    090 01 29.39713(W)     ADJUSTED  
 FF0372* NAVD 88     -        87.201  (meters)     286.09   (feet)  ADJUSTED  
 FF0372  ___________________________________________________________________
 FF0372  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF0372  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0372  DYNAMIC HT  -          87.121 (meters)     285.83  (feet)  COMP
 FF0372  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FF0372
 FF0372  HORZ ORDER  -  SECOND
 FF0372  VERT ORDER  -  SECOND    CLASS 0
 FF0372
 FF0372.The horizontal coordinates were established by classical geodetic methods
 FF0372.and adjusted by the National Geodetic Survey in April 1999..
 FF0372
 FF0372.The orthometric height was determined by differential leveling
 FF0372.and adjusted by the National Geodetic Survey in June 1991..
 FF0372
 FF0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0372
 FF0372.The geoid height was determined by GEOID03.
 FF0372
 FF0372.The dynamic height is computed by dividing the NAVD 88
 FF0372.geopotential number by the normal gravity value computed on the
 FF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0372.degrees latitude (g = 980.6199 gals.).
 FF0372
 FF0372.The modeled gravity was interpolated from observed gravity values.
 FF0372
 FF0372;                    North         East     Units Scale Factor Converg.
 FF0372;SPC TN       -    90,863.387   233,048.665   MT  1.00003338   -2 21 22.7
 FF0372;SPC TN       -   298,107.63    764,593.83   sFT  1.00003338   -2 21 22.7
 FF0372;SPC AR N     -    85,116.081   580,107.577   MT  0.99997376   +1 08 57.7
 FF0372;SPC AR N     -   279,251.68  1,903,236.28   sFT  0.99997376   +1 08 57.7
 FF0372;UTM  15      - 3,886,437.739   771,252.033   MT  1.00050690   +1 42 40.0
 FF0372;UTM  16      - 3,886,574.182   224,218.476   MT  1.00053745   -1 44 23.0
 FF0372
 FF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0372!SPC TN       -   0.99999060  x   1.00003338  =   1.00002398
 FF0372!SPC AR N     -   0.99999060  x   0.99997376  =   0.99996436
 FF0372!UTM  15      -   0.99999060  x   1.00050690  =   1.00049750
 FF0372!UTM  16      -   0.99999060  x   1.00053745  =   1.00052805
 FF0372
 FF0372|---------------------------------------------------------------------|
 FF0372| PID    Reference Object                     Distance      Geod. Az  |
 FF0372|                                                           dddmmss.s |
 FF0372| FF0373 NORRIS AZ MK                        241.555 METERS 18623     |
 FF0372| FF0371 NORRIS RM 1                          27.188 METERS 21920     |
 FF0372| FF0370 NORRIS RM 2                          27.917 METERS 32549     |
 FF0372| FF0365 GAITHER                             APPROX. 2.9 KM 3475513.9 |
 FF0372|---------------------------------------------------------------------|
 FF0372
 FF0372                          SUPERSEDED SURVEY CONTROL
 FF0372
 FF0372  NAD 83(1995)-  35 05 03.35133(N)    090 01 29.39673(W) AD(       ) 2
 FF0372  NAD 83(1995)-  35 05 03.35491(N)    090 01 29.39719(W) AD(       ) 2
 FF0372  NAD 83(1986)-  35 05 03.35933(N)    090 01 29.39814(W) AD(       ) 2
 FF0372  NAD 27      -  35 05 03.03050(N)    090 01 29.06800(W) AD(       ) 2
 FF0372  NGVD 29 (??/??/??)   87.169  (m)          285.99   (f) ADJUSTED    2 0
 FF0372
 FF0372.Superseded values are not recommended for survey control.
 FF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0372.See file dsdata.txt to determine how the superseded data were derived.
 FF0372
 FF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7125286438(NAD 83)
 FF0372_MARKER: DE = TRAVERSE STATION DISK
 FF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0372_STAMPING: NORRIS 1959
 FF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0372+STABILITY: SURFACE MOTION
 FF0372
 FF0372  HISTORY     - Date     Condition        Report By
 FF0372  HISTORY     - 1959     MONUMENTED       CGS
 FF0372  HISTORY     - 1959     GOOD             CGS
 FF0372  HISTORY     - 19960413 MARK NOT FOUND   TN1620
 FF0372
 FF0372                          STATION DESCRIPTION
 FF0372
 FF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0372'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF THE
 FF0372'DOWNTOWN BUSINESS CENTER OF MENPHIS, ALONG THE EASTERN SIDE OF
 FF0372'MISSISSIPPI BLVD. AND ABOUT MIDWAY BETWEEN NORRIS ROAD AND
 FF0372'DEMPSTER ROAD IN A VACANT LOT OWNED BY MRS LAVONIA RANDY OF
 FF0372'1947 MADISON AVE.  THE MARK IS ABOUT 0.15 MILE NORTH OF THE MAIN
 FF0372'BUILDING AT THE PROSPECT SCHOOL, 110 FEET SOUTH OF DEMPSTER
 FF0372'ROAD, 86 FEET EAST OF MISSISSIPPI BLVD. AND 35 FEET NORTH OF A
 FF0372'18-INCH TREE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE
 FF0372'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 FF0372'SURROUNDING SURFACE AND IS STAMPED NORRIS 1959.  A
 FF0372'IDENTICAL MARK IS ABOUT 30 INCHES BELOW THE STATION MARK.
 FF0372'
 FF0372'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF0372'
 FF0372'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 FF0372'MISSISSIPPI BLVD. FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 FF0372'DESCRIBED.
 FF0372'
 FF0372'REFERENCE MARK NO. 1 IS 68 FEET WEST-SOUTHWEST OF A 18-INCH
 FF0372'TREE, 32 FEET EAST OF MISSISSIPPI BLVD. AND 26 FEET SOUTH OF
 FF0372'A POWERLINE POLE.  THE MARK IS SET FLUSH WITH THE SURROUNDING
 FF0372'SURFACE AND IS STAMPED NORRIS NO 1 1959.
 FF0372'
 FF0372'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF DEMPSTER ROAD, 30
 FF0372'FEET EAST OF MISSISSIPPI BLVD. AND 25 FEET SOUTHWEST OF A FIRE
 FF0372'PLUG.  THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 FF0372'STAMPED NORRIS NO 2 1959.
 FF0372'
 FF0372'AZIMUTH MARK IS 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FF0372'MAIN SCHOOL BUILDING, 24 FEET EAST OF MISSISSIPPI BLVD. AND
 FF0372'8 FEET WEST OF A IRON POST.  THE MARK IS A STANDARD DISK CEMENTED
 FF0372'IN A DRILL HOLE IN THE SIDE WALK.  THE MARK IS SET FLUSH WITH
 FF0372'THE SIDE WALK AND IS STAMPED NORRIS 1959.
 FF0372'
 FF0372'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF0372
 FF0372                          STATION RECOVERY (1959)
 FF0372
 FF0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0372'AT MEMPHIS.
 FF0372'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF THE
 FF0372'DOWNTOWN BUSINESS CENTER OF MEMPHIS, ALONG THE EASTERN SIDE OF
 FF0372'MISSISSIPPI BLVD. AND ABOUT MIDWAY BETWEEN NORRIS ROAD AND
 FF0372'DEMPSTER ROAD IN A VACANT LOT OWNED BY MRS. LAVONIA RANDY OF
 FF0372'1947 MADISON AVE.  THE MARK IS ABOUT 0.15 MILE NORTH OF THE MAIN
 FF0372'BUILDING AT THE PROSPECT SCHOOL, 110 FEET SOUTH OF DEMPSTER ROAD,
 FF0372'86 FEET EAST OF MISSISSIPPI BLVD. AND 35 FEET NORTH OF A 18-INCH
 FF0372'TREE.  THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT THAT
 FF0372'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 FF0372'APPROXIMATE 0.15 MILE NORTH OF NORRIS AZIMUTH.
 FF0372
 FF0372                          STATION RECOVERY (1996)
 FF0372
 FF0372'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (RS)
 FF0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2540 ***********************************************************************
 GB2540  DESIGNATION -  NORRIS
 GB2540  PID         -  GB2540
 GB2540  STATE/COUNTY-  TN/ANDERSON
 GB2540  USGS QUAD   -  NORRIS (1990)
 GB2540
 GB2540                         *CURRENT SURVEY CONTROL
 GB2540  ___________________________________________________________________
 GB2540* NAD 83(1995)-  36 11 28.99932(N)    084 04 48.71551(W)     ADJUSTED  
 GB2540* NAVD 88     -       347.7    (meters)    1141.     (feet)  VERTCON   
 GB2540  ___________________________________________________________________
 GB2540  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GB2540  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB2540
 GB2540  HORZ ORDER  -  SECOND
 GB2540
 GB2540.The horizontal coordinates were established by classical geodetic methods
 GB2540.and adjusted by the National Geodetic Survey in April 1999..
 GB2540
 GB2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2540
 GB2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2540
 GB2540.The geoid height was determined by GEOID03.
 GB2540
 GB2540;                    North         East     Units Scale Factor Converg.
 GB2540;SPC TN       -   207,844.746   772,660.512   MT  0.99996779   +1 07 26.1
 GB2540;SPC TN       -   681,903.97  2,534,970.36   sFT  0.99996779   +1 07 26.1
 GB2540;UTM  16      - 4,009,128.834   762,552.110   MT  1.00044944   +1 43 30.3
 GB2540;UTM  17      - 4,009,575.304   223,020.623   MT  1.00054538   -1 49 11.9
 GB2540
 GB2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2540!SPC TN       -   0.99995022  x   0.99996779  =   0.99991801
 GB2540!UTM  16      -   0.99995022  x   1.00044944  =   1.00039963
 GB2540!UTM  17      -   0.99995022  x   1.00054538  =   1.00049557
 GB2540
 GB2540:                Primary Azimuth Mark                     Grid Az
 GB2540:SPC TN       -  TELL                                     125 13 21.7
 GB2540:UTM  16      -  TELL                                     124 37 17.5
 GB2540:UTM  17      -  TELL                                     128 09 59.7
 GB2540
 GB2540|---------------------------------------------------------------------|
 GB2540| PID    Reference Object                     Distance      Geod. Az  |
 GB2540|                                                           dddmmss.s |
 GB2540| GB2541 TELL                                APPROX. 4.8 KM 1262047.8 |
 GB2540| DC2851 NORRIS AZ MK                                       2272140.0 |
 GB2540| DC2853 NORRIS RM 2                          23.426 METERS 27021     |
 GB2540| DC2852 NORRIS RM 1                          28.848 METERS 35116     |
 GB2540|---------------------------------------------------------------------|
 GB2540
 GB2540                          SUPERSEDED SURVEY CONTROL
 GB2540
 GB2540  NAD 83(1995)-  36 11 29.00349(N)    084 04 48.71912(W) AD(       ) 2
 GB2540  NAD 83(1995)-  36 11 29.00443(N)    084 04 48.71847(W) AD(       ) 2
 GB2540  NAD 83(1986)-  36 11 29.01141(N)    084 04 48.71448(W) AD(       ) 2
 GB2540  NAD 27      -  36 11 28.73440(N)    084 04 49.00908(W) AD(       ) 2
 GB2540  NGVD 29 (07/19/86)  347.8    (m)         1141.     (f) VERT ANG       
 GB2540
 GB2540.Superseded values are not recommended for survey control.
 GB2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2540.See file dsdata.txt to determine how the superseded data were derived.
 GB2540
 GB2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6255209129(NAD 83)
 GB2540_MARKER: DD = SURVEY DISK
 GB2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2540
 GB2540  HISTORY     - Date     Condition        Report By
 GB2540  HISTORY     - 1964     MONUMENTED       TNHD
 GB2540
 GB2540                          STATION DESCRIPTION
 GB2540
 GB2540'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2540'THE STATION IS LOCATED IN NORRIS.
 GB2540'
 GB2540'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO 0.7 MILE WEST
 GB2540'ON WEST NORRIS ROAD TO
 GB2540'RIDGEWAY DRIVE ON THE LEFT, TURN LEFT AND GO 0.1 MILE
 GB2540'SOUTHWEST ON THE PAVED ROAD TO
 GB2540'THE STATION ON THE LEFT.
 GB2540'
 GB2540'THE STATION IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER OF A T.V.A.
 GB2540'OFFICE BUILDING, 49 FEET
 GB2540'SOUTHEAST OF THE APPROXIMATE CENTER OF RIDGEWAY
 GB2540'DRIVE, 36 FEET SOUTH OF A 24-INCH
 GB2540'OAK TREE, 29 FEET NORTHEAST OF AN
 GB2540'18-INCH OAK TREE AND 19.5 FEET NORTH OF A WITNESS
 GB2540'POST.  THE SURFACE
 GB2540'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2540'DISKS AND THE
 GB2540'DISKS ARE STAMPED NORRIS 1964.  THE UNDERGROUND MARK IS ABOUT
 GB2540'30 INCHES BELOW THE
 GB2540'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB2540'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2540'
 GB2540'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF A POWER POLE, 17 FEET
 GB2540'NORTHWEST OF THE APPROXIMATE
 GB2540'CENTER OF THE PAVED ROAD, 7 FEET EAST OF AN 18-INCH OAK
 GB2540'TREE AND 2 FEET EAST OF A
 GB2540'7-INCH PINE TREE.  IT IS A STANDARD
 GB2540'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2540'10-INCH SQUARE, FLUSH,
 GB2540'CONCRETE MONUMENT AND THE DISK IS STAMPED NORRIS RM-1 1964.
 GB2540'
 GB2540'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2540'OF THE PAVED ROAD, 12
 GB2540'FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2540'DRIVE AND 10 FEET SOUTH OF A
 GB2540'GROUP OF 8-INCH SASSAFRAS TREES.  IT IS
 GB2540'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2540'SET IN A 10-INCH SQUARE,
 GB2540'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NORRIS RM-2
 GB2540'1964.
 GB2540'
 GB2540'THE AZIMUTH MARK IS 29 FEET EAST OF THE NORTHEAST CORNER OF A BROWN
 GB2540'FRAME BUILDING, 26
 GB2540'FEET WEST OF THE APPROXIMATE CENTER OF ROCK AND CEMENT
 GB2540'STEPS, 3 FEET NORTH OF A 6-INCH
 GB2540'MAPLE TREE AND 2.2 FEET NORTHWEST OF
 GB2540'A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GB2540'HIGHWAY DEPARTMENT DISK
 GB2540'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2540'IS STAMPED
 GB2540'NORRIS AZI 1964.
 GB2540'
 GB2540'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 GB2540'RIDGEWAY DRIVE FOR 0.1
 GB2540'MILE TO THE MARK ON THE RIGHT.
 GB2540'
 GB2540'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB2540'
 GB2540'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0373 ***********************************************************************
 FF0373  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0373  DESIGNATION -  NORRIS AZ MK
 FF0373  PID         -  FF0373
 FF0373  STATE/COUNTY-  TN/SHELBY
 FF0373  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0373
 FF0373                         *CURRENT SURVEY CONTROL
 FF0373  ___________________________________________________________________
 FF0373* NAD 83(1995)-  35 04 55.55953(N)    090 01 30.45660(W)     ADJUSTED  
 FF0373* NAVD 88     -        83.72   (meters)     274.7    (feet)  GPS OBS   
 FF0373  ___________________________________________________________________
 FF0373  X           -      -2,291.509 (meters)                     COMP
 FF0373  Y           -  -5,225,242.827 (meters)                     COMP
 FF0373  Z           -   3,645,356.613 (meters)                     COMP
 FF0373  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF0373  ELLIP HEIGHT-          56.36  (meters)          (05/31/05) GPS OBS
 FF0373  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0373  DYNAMIC HT  -          83.64  (meters)     274.4   (feet)  COMP
 FF0373  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FF0373
 FF0373  HORZ ORDER  -  FIRST
 FF0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FF0373  ELLP ORDER  -  FOURTH    CLASS II
 FF0373
 FF0373.The horizontal coordinates were established by GPS observations
 FF0373.and adjusted by the National Geodetic Survey in May 2005..
 FF0373
 FF0373.The orthometric height was determined by GPS observations and a
 FF0373.high-resolution geoid model using precise GPS observation and
 FF0373.processing techniques. It supersedes the leveled height previously
 FF0373.determined for this station.
 FF0373.The vertical order pertains to the first NAVD 88 superseded value.
 FF0373
 FF0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0373
 FF0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0373
 FF0373.The ellipsoidal height was determined by GPS observations
 FF0373.and is referenced to NAD 83.
 FF0373
 FF0373.The geoid height was determined by GEOID03.
 FF0373
 FF0373.The dynamic height is computed by dividing the NAVD 88
 FF0373.geopotential number by the normal gravity value computed on the
 FF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0373.degrees latitude (g = 980.6199 gals.).
 FF0373
 FF0373.The modeled gravity was interpolated from observed gravity values.
 FF0373
 FF0373;                    North         East     Units Scale Factor Converg.
 FF0373;SPC TN       -    90,624.626   233,011.978   MT  1.00003387   -2 21 23.3
 FF0373;SPC TN       -   297,324.29    764,473.46   sFT  1.00003387   -2 21 23.3
 FF0373;UTM  15      - 3,886,196.863   771,232.364   MT  1.00050677   +1 42 39.1
 FF0373;UTM  16      - 3,886,334.919   224,184.343   MT  1.00053768   -1 44 23.2
 FF0373
 FF0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0373!SPC TN       -   0.99999115  x   1.00003387  =   1.00002502
 FF0373!UTM  15      -   0.99999115  x   1.00050677  =   1.00049792
 FF0373!UTM  16      -   0.99999115  x   1.00053768  =   1.00052883
 FF0373
 FF0373                          SUPERSEDED SURVEY CONTROL
 FF0373
 FF0373  NAVD 88 (06/15/91)   83.752  (m)          274.78   (f) ADJUSTED    2 0
 FF0373  NGVD 29 (??/??/??)   83.721  (m)          274.67   (f) ADJUSTED    2 0
 FF0373
 FF0373.Superseded values are not recommended for survey control.
 FF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0373.See file dsdata.txt to determine how the superseded data were derived.
 FF0373
 FF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7123286197(NAD 83)
 FF0373_MARKER: DZ = AZIMUTH MARK DISK
 FF0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0373_SP_SET: SIDEWALK
 FF0373_STAMPING: NORRIS 1959
 FF0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0373+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF0373
 FF0373  HISTORY     - Date     Condition        Report By
 FF0373  HISTORY     - 1959     MONUMENTED       CGS
 FF0373  HISTORY     - 19960413 GOOD             TN1620
 FF0373  HISTORY     - 20021030 GOOD             USACE
 FF0373  HISTORY     - 20030701 GOOD             EMCINC
 FF0373
 FF0373                          STATION DESCRIPTION
 FF0373
 FF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0373'AT MEMPHIS.
 FF0373'TO REACH FROM THE NORRIS 1959 STATION SITE, GO SOUTH ON MISSISSIPPI
 FF0373'BLVD. FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS APPROXIMATE
 FF0373'0.15 MILE SOUTH OF NORRIS 1959, 96 FEET SOUTHWEST OF THE SOUTHWEST
 FF0373'CORNER OF THE MAIN SCHOOL BUILDING, 24 FEET EAST OF MISSISSIPPI
 FF0373'BLVD. AND 8 FEET WEST OF A IRON POST.  THE STATION IS CEMENTED
 FF0373'IN A DRILL HOLE IN THE SIDE WALK SET FLUSH WITH THE SIDE WALK.
 FF0373
 FF0373                          STATION RECOVERY (1996)
 FF0373
 FF0373'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (RS)
 FF0373'RECOVERED IN GOOD CONDITION.
 FF0373
 FF0373                          STATION RECOVERY (2002)
 FF0373
 FF0373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0373'PROSPECT SCHOOL IS NOW MEMPHIS CITY SCHOOLS SOUTH AREA ADMINISTRAION
 FF0373'BUILDING.
 FF0373
 FF0373                          STATION RECOVERY (2003)
 FF0373
 FF0373'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0373'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0371 ***********************************************************************
 FF0371  DESIGNATION -  NORRIS RM 1
 FF0371  PID         -  FF0371
 FF0371  STATE/COUNTY-  TN/SHELBY
 FF0371  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0371
 FF0371                         *CURRENT SURVEY CONTROL
 FF0371  ___________________________________________________________________
 FF0371* NAD 83(1986)-  35 05 03.     (N)    090 01 29.     (W)     SCALED    
 FF0371* NAVD 88     -        87.873  (meters)     288.30   (feet)  ADJUSTED  
 FF0371  ___________________________________________________________________
 FF0371  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0371  DYNAMIC HT  -          87.792 (meters)     288.03  (feet)  COMP
 FF0371  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FF0371
 FF0371  VERT ORDER  -  SECOND    CLASS 0
 FF0371
 FF0371.The horizontal coordinates were scaled from a topographic map and have
 FF0371.an estimated accuracy of +/- 6 seconds.
 FF0371
 FF0371.The orthometric height was determined by differential leveling
 FF0371.and adjusted by the National Geodetic Survey in June 1991..
 FF0371
 FF0371.The geoid height was determined by GEOID03.
 FF0371
 FF0371.The dynamic height is computed by dividing the NAVD 88
 FF0371.geopotential number by the normal gravity value computed on the
 FF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0371.degrees latitude (g = 980.6199 gals.).
 FF0371
 FF0371.The modeled gravity was interpolated from observed gravity values.
 FF0371
 FF0371;                    North         East    Units  Estimated Accuracy
 FF0371;SPC TN       -    90,850.      233,060.      MT  (+/- 180 meters Scaled)
 FF0371
 FF0371                          SUPERSEDED SURVEY CONTROL
 FF0371
 FF0371  NGVD 29 (??/??/??)   87.841  (m)          288.19   (f) ADJUSTED    2 0
 FF0371
 FF0371.Superseded values are not recommended for survey control.
 FF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0371.See file dsdata.txt to determine how the superseded data were derived.
 FF0371
 FF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712864(NAD 83)
 FF0371_MARKER: DR = REFERENCE MARK DISK
 FF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0371_STAMPING: NORRIS NO 1 1959
 FF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0371+STABILITY: SURFACE MOTION
 FF0371
 FF0371  HISTORY     - Date     Condition        Report By
 FF0371  HISTORY     - 1959     MONUMENTED       CGS
 FF0371  HISTORY     - 19960413 MARK NOT FOUND   TN1620
 FF0371
 FF0371                          STATION DESCRIPTION
 FF0371
 FF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0371'AT MEMPHIS.
 FF0371'IT IS LOCATED AT THE NORRIS 1959 STATION SITE.  IT IS SET IN THE
 FF0371'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 FF0371'SURFACE OF THE GROUND.  IT IS 89.2 FEET SOUTH-SOUTHWEST OF
 FF0371'NORRIS 1959, 68 FEET WEST-SOUTHWEST OF A 18-INCH TREE, 32 FEET
 FF0371'EAST OF MISSISSIPPI BLVD. AND 26 FEET SOUTH OF A POWER LINE
 FF0371'POLE.
 FF0371
 FF0371                          STATION RECOVERY (1996)
 FF0371
 FF0371'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (RS)
 FF0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0370 ***********************************************************************
 FF0370  DESIGNATION -  NORRIS RM 2
 FF0370  PID         -  FF0370
 FF0370  STATE/COUNTY-  TN/SHELBY
 FF0370  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0370
 FF0370                         *CURRENT SURVEY CONTROL
 FF0370  ___________________________________________________________________
 FF0370* NAD 83(1986)-  35 05 03.     (N)    090 01 29.     (W)     SCALED    
 FF0370* NAVD 88     -        84.929  (meters)     278.64   (feet)  ADJUSTED  
 FF0370  ___________________________________________________________________
 FF0370  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0370  DYNAMIC HT  -          84.851 (meters)     278.38  (feet)  COMP
 FF0370  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FF0370
 FF0370  VERT ORDER  -  SECOND    CLASS 0
 FF0370
 FF0370.The horizontal coordinates were scaled from a topographic map and have
 FF0370.an estimated accuracy of +/- 6 seconds.
 FF0370
 FF0370.The orthometric height was determined by differential leveling
 FF0370.and adjusted by the National Geodetic Survey in June 1991..
 FF0370
 FF0370.The geoid height was determined by GEOID03.
 FF0370
 FF0370.The dynamic height is computed by dividing the NAVD 88
 FF0370.geopotential number by the normal gravity value computed on the
 FF0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0370.degrees latitude (g = 980.6199 gals.).
 FF0370
 FF0370.The modeled gravity was interpolated from observed gravity values.
 FF0370
 FF0370;                    North         East    Units  Estimated Accuracy
 FF0370;SPC TN       -    90,850.      233,060.      MT  (+/- 180 meters Scaled)
 FF0370
 FF0370                          SUPERSEDED SURVEY CONTROL
 FF0370
 FF0370  NGVD 29 (??/??/??)   84.897  (m)          278.53   (f) ADJUSTED    2 0
 FF0370
 FF0370.Superseded values are not recommended for survey control.
 FF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0370.See file dsdata.txt to determine how the superseded data were derived.
 FF0370
 FF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712864(NAD 83)
 FF0370_MARKER: DR = REFERENCE MARK DISK
 FF0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0370_STAMPING: NORRIS NO 2 1959
 FF0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0370+STABILITY: SURFACE MOTION
 FF0370
 FF0370  HISTORY     - Date     Condition        Report By
 FF0370  HISTORY     - 1959     MONUMENTED       CGS
 FF0370  HISTORY     - 19960413 MARK NOT FOUND   TN1620
 FF0370
 FF0370                          STATION DESCRIPTION
 FF0370
 FF0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0370'AT MEMPHIS.
 FF0370'IT IS LOCATED AT THE NORRIS 1959 STATION SITE.  IT IS SET IN THE
 FF0370'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 FF0370'SURFACE OF THE GROUND.  IT IS 91.6 FEET NORTH-NORTHWEST OF
 FF0370'NORRIS 1959, 36 FEET SOUTH OF DEMPSTER ROAD, 30 FEET EAST OF
 FF0370'MISSISSIPPI BLVD. AND 25 FEET SOUTHWEST OF A FIRE PLUG.
 FF0370
 FF0370                          STATION RECOVERY (1996)
 FF0370
 FF0370'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (KG)
 FF0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2675 ***********************************************************************
 AJ2675  DESIGNATION -  NORTH LAKE
 AJ2675  PID         -  AJ2675
 AJ2675  STATE/COUNTY-  TN/SHELBY
 AJ2675  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2675
 AJ2675                         *CURRENT SURVEY CONTROL
 AJ2675  ___________________________________________________________________
 AJ2675* NAD 83(1995)-  35 00 43.56162(N)    090 09 03.18751(W)     ADJUSTED  
 AJ2675* NAVD 88     -        72.37   (meters)     237.4    (feet)  LEVELING  
 AJ2675  ___________________________________________________________________
 AJ2675  X           -     -13,772.107 (meters)                     COMP
 AJ2675  Y           -  -5,229,675.574 (meters)                     COMP
 AJ2675  Z           -   3,638,992.383 (meters)                     COMP
 AJ2675  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ2675  ELLIP HEIGHT-          45.14  (meters)          (04/26/01) GPS OBS
 AJ2675  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ2675
 AJ2675  HORZ ORDER  -  FIRST
 AJ2675  VERT ORDER  -  THIRD ?
 AJ2675  ELLP ORDER  -  FOURTH    CLASS I
 AJ2675
 AJ2675.The horizontal coordinates were established by GPS observations
 AJ2675.and adjusted by the National Geodetic Survey in April 2001..
 AJ2675
 AJ2675.The orthometric height was determined by differential leveling.
 AJ2675.The vertical network tie was performed by a horz. field party for horz.
 AJ2675.obs reductions. Reset procedures were used to establish the elevation.
 AJ2675
 AJ2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2675
 AJ2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2675
 AJ2675.The ellipsoidal height was determined by GPS observations
 AJ2675.and is referenced to NAD 83.
 AJ2675
 AJ2675.The geoid height was determined by GEOID03.
 AJ2675
 AJ2675;                    North         East     Units Scale Factor Converg.
 AJ2675;SPC TN       -    83,344.383   221,223.513   MT  1.00005050   -2 25 48.3
 AJ2675;SPC TN       -   273,439.03    725,797.48   sFT  1.00005050   -2 25 48.3
 AJ2675;UTM  15      - 3,878,095.519   759,985.041   MT  1.00043313   +1 38 08.1
 AJ2675
 AJ2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2675!SPC TN       -   0.99999291  x   1.00005050  =   1.00004341
 AJ2675!UTM  15      -   0.99999291  x   1.00043313  =   1.00042604
 AJ2675
 AJ2675                          SUPERSEDED SURVEY CONTROL
 AJ2675
 AJ2675.No superseded survey control is available for this station.
 AJ2675
 AJ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5998578096(NAD 83)
 AJ2675_MARKER: DD = SURVEY DISK
 AJ2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2675_MARK LOGO: TN1620
 AJ2675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2675+STABILITY: SURFACE MOTION
 AJ2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2675+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AJ2675
 AJ2675  HISTORY     - Date     Condition        Report By
 AJ2675  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2675  HISTORY     - 20030320 GOOD             TN1620
 AJ2675  HISTORY     - 20030326 GOOD             TN1620
 AJ2675  HISTORY     - 20030410 GOOD             TN1620
 AJ2675
 AJ2675                          STATION DESCRIPTION
 AJ2675
 AJ2675'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (KG)
 AJ2675'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN ENSLEY BOTTOMS AT
 AJ2675'THE LEVEE OF NORTH LAKE.
 AJ2675'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND HIGHWAY
 AJ2675'61 (HWY-61) PROCEED WEST ON SHELBY DRIVE APPROXIMATELY 2.20 MILES
 AJ2675'(3.54 KM) TO SEWANEE ROAD, CONTINUE WEST ON SHELBY DRIVE FOR
 AJ2675'APPROXIMATELY 0.80 MILES (1.29 KM) TO ENSLEY PUMP STATION AT THE WEST
 AJ2675'END OF SHELBY DRIVE, CONTINUE WEST ON GRAVEL LEVEE ROAD FOR
 AJ2675'APPROXIMATELY 1.00 MILE (1.61 KM) TO THE DRIVE ENTRANCE TO NORTH LAKE.
 AJ2675'THE STATION IS ON THE LEFT.
 AJ2675'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2675'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2675'THE GROUND.  THE STATION IS LOCATED 300.00 FEET (91.44 M) WEST OF THE
 AJ2675'NORTH LAKE ACCESS ROAD, 108.50 FEET (33.07 M) NORTHWEST OF A WOOD
 AJ2675'POWER POLE NO.  217988, 3.20 FEET (0.98 M) EAST OF A METAL GATE POST
 AJ2675'ON THE SOUTH END OF A GATE ACROSS LEVEE, 2.00 FEET (0.61 M) SOUTH OF
 AJ2675'THE SOUTH EDGE OF GRAVEL ROAD.
 AJ2675
 AJ2675                          STATION RECOVERY (2003)
 AJ2675
 AJ2675'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2675'RECOVERED IN GOOD CONDITION.
 AJ2675
 AJ2675                          STATION RECOVERY (2003)
 AJ2675
 AJ2675'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2675'RECOVERED IN GOOD CONDITION.
 AJ2675
 AJ2675                          STATION RECOVERY (2003)
 AJ2675
 AJ2675'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2675'REQUIRES ENTRANCE TO LEVEE ROAD AT ENSLEY PUMPING STATION GATE.
 AJ2675'CONTROL ACCESS THRU CITY OF MEMPHIS FLOOD CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2343 ***********************************************************************
 FE2343  DESIGNATION -  NORTHSIDE
 FE2343  PID         -  FE2343
 FE2343  STATE/COUNTY-  TN/MADISON
 FE2343  USGS QUAD   -  JACKSON NORTH (1983)
 FE2343
 FE2343                         *CURRENT SURVEY CONTROL
 FE2343  ___________________________________________________________________
 FE2343* NAD 83(1995)-  35 41 30.82080(N)    088 49 31.77426(W)     ADJUSTED  
 FE2343* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FE2343  ___________________________________________________________________
 FE2343  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FE2343  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2343
 FE2343  HORZ ORDER  -  THIRD
 FE2343
 FE2343.The horizontal coordinates were established by classical geodetic methods
 FE2343.and adjusted by the National Geodetic Survey in April 1999..
 FE2343
 FE2343.The orthometric height was scaled from a topographic map.
 FE2343
 FE2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2343
 FE2343.The geoid height was determined by GEOID03.
 FE2343
 FE2343;                    North         East     Units Scale Factor Converg.
 FE2343;SPC TN       -   154,422.275   344,303.828   MT  0.99995146   -1 39 15.0
 FE2343;SPC TN       -   506,633.75  1,129,603.48   sFT  0.99995146   -1 39 15.0
 FE2343;UTM  16      - 3,951,311.415   334,826.081   MT  0.99993620   -1 03 55.0
 FE2343
 FE2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2343!SPC TN       -   0.99998011  x   0.99995146  =   0.99993157
 FE2343!UTM  16      -   0.99998011  x   0.99993620  =   0.99991631
 FE2343
 FE2343|---------------------------------------------------------------------|
 FE2343| PID    Reference Object                     Distance      Geod. Az  |
 FE2343|                                                           dddmmss.s |
 FE2343| CG4687 NORTHSIDE RM 1                        6.873 METERS 02544     |
 FE2343| CG4688 NORTHSIDE RM 2                        7.958 METERS 28109     |
 FE2343| CG4686 NORTHSIDE AZ MK                                    2871444.0 |
 FE2343|---------------------------------------------------------------------|
 FE2343
 FE2343                          SUPERSEDED SURVEY CONTROL
 FE2343
 FE2343  NAD 83(1995)-  35 41 30.82518(N)    088 49 31.77910(W) AD(       ) 3
 FE2343  NAD 83(1986)-  35 41 30.83219(N)    088 49 31.77504(W) AD(       ) 3
 FE2343  NAD 27      -  35 41 30.58140(N)    088 49 31.56000(W) AD(       ) 3
 FE2343
 FE2343.Superseded values are not recommended for survey control.
 FE2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2343.See file dsdata.txt to determine how the superseded data were derived.
 FE2343
 FE2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3482651311(NAD 83)
 FE2343_MARKER: DS = TRIANGULATION STATION DISK
 FE2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2343_STAMPING: NORTHSIDE 1958
 FE2343_MARK LOGO: CGS   
 FE2343_PROJECTION: PROJECTING 3 CENTIMETERS
 FE2343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2343+STABILITY: SURFACE MOTION
 FE2343
 FE2343  HISTORY     - Date     Condition        Report By
 FE2343  HISTORY     - 1958     MONUMENTED       CGS
 FE2343  HISTORY     - 1959     GOOD             CGS
 FE2343  HISTORY     - 19850315 GOOD             NGS
 FE2343
 FE2343                          STATION DESCRIPTION
 FE2343
 FE2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2343'THE STATION IS ABOUT 5.0 MILES NORTH OF JACKSON, ON LAND OWNED BY MR.
 FE2343'ANDERSON.  THE STATION IS LOCATED ON THE FAR EDGE OF THE SCHOOL
 FE2343'PLAYGROUND WEST OF THE SCHOOL AND SOUTHEAST OF THE CURVE IN THE
 FE2343'GRAVELED ROAD.  IT IS 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FE2343'GRAVELED ROAD, 25 FEET WEST OF THE EDGE OF A CULTIVATED FIELD, AND 3
 FE2343'FEET WEST OF A WHITE WITNESS POST.
 FE2343'
 FE2343'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN JACKSON, GO NORTH
 FE2343'ON U.S. HIGHWAY 45 FOR 5.0 MILES TO A PAVED ROAD RIGHT JUST NORTH
 FE2343'OF THE NORTHSIDE HIGH SCHOOL.* TURN RIGHT, EAST, ON THE PAVED ROAD
 FE2343'FOR 0.25 MILE TO CURVE LEFT IN ROAD AND STATION ON THE RIGHT AS
 FE2343'DESCRIBED.  THIS ROAD IS PAVED ONLY A 0.1 MILE.
 FE2343'
 FE2343'*TO REACH THE AZIMUTH MARK CONTINUE NORTH ON U.S. HIGHWAY 45, FROM
 FE2343'THIS SIDE ROAD RIGHT, FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 FE2343'LEFT, WEST, SIDE OF ROAD IN THE HIGHWAY RIGHT-OF-WAY.
 FE2343'
 FE2343'REFERENCE MARK 1 IS 21 FEET NORTH OF A WHITE WITNESS POST, 31 FEET
 FE2343'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 19 FEET WEST OF
 FE2343'THE EDGE OF A CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE DISK
 FE2343'IS STAMPED NORTHSIDE NO 1 1958.
 FE2343'
 FE2343'REFERENCE MARK 2 IS 29 FEET WEST OF A WHITE WITNESS POST, 52 FEET
 FE2343'WEST OF THE EDGE OF A CULTIVATED FIELD, AND 24 FEET SOUTHEAST OF
 FE2343'THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2343'DISK IS STAMPED NORTHSIDE NO 2 1958.
 FE2343'
 FE2343'AZIMUTH MARK IS 5 FEET NORTH OF A WHITE WITNESS POST, 8 FEET NORTH OF
 FE2343'A 10 INCH TREE, 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FE2343'21 FEET NORTH OF THE CENTERLINE OF THE DIRT DRIVEWAY.  THE MONUMENT
 FE2343'IS FLUSH AND DISK IS STAMPED NORTHSIDE 1958.
 FE2343'
 FE2343'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2343
 FE2343                          STATION RECOVERY (1959)
 FE2343
 FE2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2343'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2343'GOOD CONDITION. THE 1958 DESCRIPTION IS ADEQUATE.
 FE2343
 FE2343                          STATION RECOVERY (1985)
 FE2343
 FE2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2343'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH OF JACKSON AT THE
 FE2343'NORTHEAST CORNER OF THE NORTHSIDE HIGH SCHOOL FOOTBALL FIELD AND JUST
 FE2343'SOUTH OF THE INTERSECTION OF NORTHSIDE DRIVE AND REYNOLDS DRIVE.  TO
 FE2343'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE ROUTE
 FE2343'45 AT THE NORTH EDGE OF JACKSON, GO NORTH 2.4 KM (1.50 MI) ON ROUTE 45
 FE2343'TO NORTHSIDE HIGH SCHOOL AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 FE2343'GO 0.3 KM (0.20 MI) EAST, PASSING BETWEEN THE HIGH SCHOOL AND JUNIOR
 FE2343'HIGH SCHOOL BUILDINGS, TO A GATE AT THE WEST EDGE OF THE FOOTBALL
 FE2343'FIELD AND THE STATION AS DESCRIBED.
 FE2343' 
 FE2343'THE STATION IS A STANDARD CGS DISK STAMPED---NORTHSIDE 1958---, SET
 FE2343'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 FE2343'DIAMETER, PROJECTING 1 INCH (3 CM) ABOVE THE GROUND.  THE STATION IS
 FE2343'LOCATED 10.2 METERS (33.5 FT) EAST FROM THE EAST EDGE OF THE FOOTBALL
 FE2343'FIELD, 7.9 METERS (25.9 FT) NORTH NORTHWEST FROM A 0.6 METER (2.0 FT)
 FE2343'OAK TREE, 3.5 METERS (11.5 FT) EAST-SOUTHEAST FROM A SOUTHWEST FENCE
 FE2343'CORNER, 1.8 METERS (5.9 FT) SOUTH FROM AN EAST-WEST FENCE, 0.9 METERS
 FE2343'(3.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 FE2343' 
 FE2343'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--NORTHSIDE NO 1
 FE2343'1958--, SET INTO THE TOP OF A SQUARE CONRETE MONUMENT 21 INCHES
 FE2343'(30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 FE2343'THE STATION IS LOCATED 8.5 METERS (27.9 FT) SOUTH FROM THE CENTERLINE
 FE2343'OF REYNOLDS DRIVE, 7.3 METERS (24.0 FT) NORTHEAST FROM A SOUTHWEST
 FE2343'FENCE CORNER, 1.5 METERS (4.9 FT) EAST FROM THE CENTERLINE OF
 FE2343'NORTHSIDE DRIVE (PROJECTED).
 FE2343' 
 FE2343'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--NORTHSIDE 1958 NO
 FE2343'3 1985--, SET IN THE MIDDLE OF TOP CONCRETE STEP FROM STANDS TO
 FE2343'PLAYING FIELD.  THE STATION IS LOCATED 16.8 METERS (55.1 FT) SOUTH
 FE2343'FROM THE PROJECTED CENTERLINE OF REYNOLDS DRIVE 5.6 METERS (18.4 FT)
 FE2343'SOUTHWEST FROM A SOUTHWEST FENCE CORNER 3.0 METERS (9.8 FT) EAST FROM
 FE2343'THE EAST EDGE OF THE FOOTBALL FIELD AND 0.7 METERS (2.3 FT) LOWER THAN
 FE2343'THE STATION.
 FE2343' 
 FE2343'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK
 FE2343'STAMPED---NORTHSIDE 1958 NO 2 1985---, SET IN THE NORTH EDGE OF A
 FE2343'CONCRETE COLLAR AROUND A 0.9 METERS (3.0 FT) MANHOLE PROJECTING 0.15
 FE2343'METERS.  (0.49 FT) THE STATION IS LOCATED 58.2 METERS (190.9 FT) NORTH
 FE2343'FROM STATE ROUTE 45 MILEPOST 18, 27.7 METERS (90.9 FT) NORTH FROM THE
 FE2343'CENTERLINE OF THE SCHOOL DRIVEWAY, 11.9 METERS (39.0 FT) EAST FROM THE
 FE2343'CENTERLINE OF STATE ROUTE 45. THE STATION IS LOCATED ABOUT 10 KM (6.20
 FE2343'MI) NORTH OF DOWNTOWN JACKSON IN THE FRONT LAWN OF THE NORTHSIDE HIGH
 FE2343'SCHOOL.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FE2343'STATE ROUTE 45 AT THE NORTH EDGE OF JACKSON GO NORTH 2.4 KM (1.50 MI)
 FE2343'TO THE NORTHSIDE HIGH SCHOOL ON THE RIGHT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2373 ***********************************************************************
 FE2373  DESIGNATION -  NORTON HILL RAD KIE 36 MAST
 FE2373  PID         -  FE2373
 FE2373  STATE/COUNTY-  TN/MADISON
 FE2373  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2373
 FE2373                         *CURRENT SURVEY CONTROL
 FE2373  ___________________________________________________________________
 FE2373* NAD 83(1995)-  35 31 46.49538(N)    088 46 37.58708(W)     ADJUSTED  
 FE2373* NAVD 88     -                                                        
 FE2373  ___________________________________________________________________
 FE2373  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2373  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2373
 FE2373  HORZ ORDER  -  THIRD
 FE2373
 FE2373.The horizontal coordinates were established by classical geodetic methods
 FE2373.and adjusted by the National Geodetic Survey in April 1999..
 FE2373
 FE2373
 FE2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2373
 FE2373.The geoid height was determined by GEOID03.
 FE2373
 FE2373;                    North         East     Units Scale Factor Converg.
 FE2373;SPC TN       -   136,296.102   348,170.397   MT  0.99996244   -1 37 33.0
 FE2373;SPC TN       -   447,164.79  1,142,289.04   sFT  0.99996244   -1 37 33.0
 FE2373;UTM  16      - 3,933,226.593   338,879.264   MT  0.99991991   -1 01 58.6
 FE2373
 FE2373                          SUPERSEDED SURVEY CONTROL
 FE2373
 FE2373  NAD 83(1995)-  35 31 46.50085(N)    088 46 37.59227(W) AD(       ) 4
 FE2373  NAD 83(1986)-  35 31 46.50707(N)    088 46 37.58809(W) AD(       ) 4
 FE2373  NAD 27      -  35 31 46.23600(N)    088 46 37.38600(W) AD(       ) 3
 FE2373
 FE2373.Superseded values are not recommended for survey control.
 FE2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2373.See file dsdata.txt to determine how the superseded data were derived.
 FE2373
 FE2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3887933227(NAD 83)
 FE2373_MARKER: 42 = RADIO/TV MAST
 FE2373
 FE2373  HISTORY     - Date     Condition        Report By
 FE2373  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2373
 FE2373                          STATION DESCRIPTION
 FE2373
 FE2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2373'THE STATION IS THE CENTER OF THE TOP OF THE NORTON HILL RADIO STATION
 FE2373'KIE 36 MAST LOCATED ABOUT 5-1/2 MILES SOUTH OF JACKSON ON THE
 FE2373'EAST SIDE OF U.S. HIGHWAY 45.  IT IS A UNIFORM CROSS-SECTION STEEL
 FE2373'STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS
 FE2373'OF ORANGE AND WHITE.  THE HEIGHT IS 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2485 ***********************************************************************
 GA2485  DESIGNATION -  NORWOOD AZ MK
 GA2485  PID         -  GA2485
 GA2485  STATE/COUNTY-  TN/KNOX
 GA2485  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2485
 GA2485                         *CURRENT SURVEY CONTROL
 GA2485  ___________________________________________________________________
 GA2485* NAD 83(1986)-  36 00 19.     (N)    083 59 08.     (W)     SCALED    
 GA2485* NAVD 88     -       334.849  (meters)    1098.58   (feet)  ADJUSTED  
 GA2485  ___________________________________________________________________
 GA2485  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2485  DYNAMIC HT  -         334.536 (meters)    1097.56  (feet)  COMP
 GA2485  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 GA2485
 GA2485  VERT ORDER  -  SECOND    CLASS 0
 GA2485
 GA2485.The horizontal coordinates were scaled from a topographic map and have
 GA2485.an estimated accuracy of +/- 6 seconds.
 GA2485
 GA2485.The orthometric height was determined by differential leveling
 GA2485.and adjusted by the National Geodetic Survey in June 1991..
 GA2485
 GA2485.The geoid height was determined by GEOID03.
 GA2485
 GA2485.The dynamic height is computed by dividing the NAVD 88
 GA2485.geopotential number by the normal gravity value computed on the
 GA2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2485.degrees latitude (g = 980.6199 gals.).
 GA2485
 GA2485.The modeled gravity was interpolated from observed gravity values.
 GA2485
 GA2485;                    North         East    Units  Estimated Accuracy
 GA2485;SPC TN       -   187,370.      781,600.      MT  (+/- 180 meters Scaled)
 GA2485
 GA2485                          SUPERSEDED SURVEY CONTROL
 GA2485
 GA2485  NGVD 29 (??/??/??)  335.03   (m)         1099.2    (f) RESET       3  
 GA2485
 GA2485.Superseded values are not recommended for survey control.
 GA2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2485.See file dsdata.txt to determine how the superseded data were derived.
 GA2485
 GA2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV308886(NAD 83)
 GA2485_MARKER: DD = SURVEY DISK
 GA2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2485_STAMPING: NORWOOD AZI 1964
 GA2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2485+STABILITY: SURFACE MOTION
 GA2485
 GA2485  HISTORY     - Date     Condition        Report By
 GA2485  HISTORY     - 1964     MONUMENTED       TNHD
 GA2485  HISTORY     - 1969     GOOD             NGS
 GA2485  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 GA2485
 GA2485                          STATION DESCRIPTION
 GA2485
 GA2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2485'AT NORWOOD.
 GA2485'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 GA2485'ABOUT 0.75 OF A MILE WEST-NORTHWEST ALONG U.S. HIGHWAY 25W FROM
 GA2485'4808 CLINTON HIGHWAY IN NORWOOD (SUBURBAN KNOXVILLE), 45 FEET
 GA2485'SOUTHEAST OF THE APPROXIMATE CENTER OF A TRAFFIC CROSS-OVER AT
 GA2485'5622 CLINTON HIGHWAY, 30 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 GA2485'CENTER OF THE NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W,
 GA2485'21 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 GA2485'BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 13 FEET SOUTHEAST OF
 GA2485'POWERLINE POLE NO. 12656-7, AND 10 FEET SOUTHEAST OF THE END OF
 GA2485'THE PAVED DITCH IN THE MEDIAN.  IT IS A TENNESSEE HIGHWAY
 GA2485'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA2485'CONCRETE MONUMENT AND THE DISK IS STAMPED NORWOOD AZI 1964.
 GA2485'NOTE-- DUE TO THE MARKS LOCATION IN A MOWED AREA, NO WITNESS
 GA2485'POST WAS SET.
 GA2485
 GA2485                          STATION RECOVERY (1982)
 GA2485
 GA2485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 GA2485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2489 ***********************************************************************
 GA2489  DESIGNATION -  NORWOOD RESET
 GA2489  PID         -  GA2489
 GA2489  STATE/COUNTY-  TN/KNOX
 GA2489  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2489
 GA2489                         *CURRENT SURVEY CONTROL
 GA2489  ___________________________________________________________________
 GA2489* NAD 83(1995)-  36 00 05.46798(N)    083 58 24.19129(W)     ADJUSTED  
 GA2489* NAVD 88     -       336.37   (meters)    1103.6    (feet)  RESET     
 GA2489  ___________________________________________________________________
 GA2489  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA2489  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2489
 GA2489  HORZ ORDER  -  THIRD
 GA2489  VERT ORDER  -  THIRD
 GA2489
 GA2489.The horizontal coordinates were established by classical geodetic methods
 GA2489.and adjusted by the National Geodetic Survey in April 1999..
 GA2489
 GA2489.The orthometric height was computed from unverified reset data.
 GA2489
 GA2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2489
 GA2489.The geoid height was determined by GEOID03.
 GA2489
 GA2489;                    North         East     Units Scale Factor Converg.
 GA2489;SPC TN       -   186,975.697   782,701.737   MT  0.99995266   +1 11 11.3
 GA2489;SPC TN       -   613,436.10  2,567,913.95   sFT  0.99995266   +1 11 11.3
 GA2489;UTM  17      - 3,988,206.908   231,983.405   MT  1.00048521   -1 44 55.7
 GA2489;UTM  16      - 3,988,354.751   772,815.779   MT  1.00051720   +1 46 48.6
 GA2489
 GA2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2489!SPC TN       -   0.99995203  x   0.99995266  =   0.99990469
 GA2489!UTM  17      -   0.99995203  x   1.00048521  =   1.00043722
 GA2489!UTM  16      -   0.99995203  x   1.00051720  =   1.00046921
 GA2489
 GA2489:                Primary Azimuth Mark                     Grid Az
 GA2489:SPC TN       -  KNOXVILLE TV WTVK STUDIO TOWER           074 03 18.2
 GA2489:UTM  17      -  KNOXVILLE TV WTVK STUDIO TOWER           076 59 25.2
 GA2489:UTM  16      -  KNOXVILLE TV WTVK STUDIO TOWER           073 27 40.9
 GA2489
 GA2489|---------------------------------------------------------------------|
 GA2489| PID    Reference Object                     Distance      Geod. Az  |
 GA2489|                                                           dddmmss.s |
 GA2489| GA3551 KNOXVILLE TV WTVK STUDIO TOWER      APPROX. 3.8 KM 0751429.5 |
 GA2489| GA3550 KNOXVILLE TV STATION WBIR MAST      APPROX. 3.1 KM 0811314.4 |
 GA2489| GA2490 NORWOOD RM 1                         15.322 METERS 10825     |
 GA2489| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 1.5 KM 1381211.1 |
 GA2489| GA2486 NORWOOD RM 2                         11.485 METERS 28503     |
 GA2489| GA2485 NORWOOD AZ MK                                      2912115.3 |
 GA2489| GA2487 NORWOOD RM 3                         16.767 METERS 29406     |
 GA2489|---------------------------------------------------------------------|
 GA2489
 GA2489                          SUPERSEDED SURVEY CONTROL
 GA2489
 GA2489  NAD 83(1995)-  36 00 05.47533(N)    083 58 24.18933(W) AD(       ) 3
 GA2489  NAD 83(1995)-  36 00 05.47531(N)    083 58 24.18934(W) AD(       ) 3
 GA2489  NAD 83(1995)-  36 00 05.47538(N)    083 58 24.18952(W) AD(       ) 3
 GA2489  NAD 83(1986)-  36 00 05.48123(N)    083 58 24.18766(W) AD(       ) 3
 GA2489
 GA2489.Superseded values are not recommended for survey control.
 GA2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2489.See file dsdata.txt to determine how the superseded data were derived.
 GA2489
 GA2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3198388207(NAD 83)
 GA2489_MARKER: DD = SURVEY DISK
 GA2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2489_STAMPING: NORWOOD 1964 1969
 GA2489_MARK LOGO: TNHD  
 GA2489_PROJECTION: RECESSED 10 CENTIMETERS
 GA2489_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2489+STABILITY: SURFACE MOTION
 GA2489
 GA2489  HISTORY     - Date     Condition        Report By
 GA2489  HISTORY     - 1969     MONUMENTED       TNHD
 GA2489  HISTORY     - 1969     GOOD             CGS
 GA2489  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2489  HISTORY     - 19820615 GOOD             NGS
 GA2489
 GA2489                          STATION DESCRIPTION
 GA2489
 GA2489'DESCRIBED BY TN HIGHWAY DEPT 1969 (LFS)
 GA2489'THE STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH
 GA2489'MARK WERE RECOVERED IN APPARENT GOOD CONDITION. THE SURFACE
 GA2489'STATION MARK WAS DESTROYED WHEN THE MEDIAN BETWEEN THE U.S.
 GA2489'HIGHWAY 25W TRAFFIC LANES WAS PAVED, AND REFERENCE MARK NO. 2 WAS
 GA2489'EITHER DESTROYED OR COVERED OVER WITH SURFACING OF AN ADDITIONAL
 GA2489'TURNING LANE.
 GA2489'
 GA2489'THE UNDERGROUND STATION MARK STILL HAD THE SEPERATION BOARDS
 GA2489'OVER IT WHEN FOUND, BUT THE HORIZONTAL DISTANCE MEASUREMENT TO
 GA2489'REFERENCE MARK NO. 1 COULD NOT BE CHECKED BY - 0.05 OF A FOOT AND
 GA2489'THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 GA2489'NO. 1 DID NOT CHECK BY 00 DEG 01 MIN 54.2 SEC.  A NEW SURFACE
 GA2489'STATION MARK WAS ESTABLISHED AND A NEW REFERENCE MARK NO. 3
 GA2489'WAS SET.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 GA2489'ANGLES BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 GA2489'OBSERVED.  SEVEN DISTANT MASTS ALONG SHARPS RIDGE WERE CUT IN
 GA2489'FROM THE MARK AND WILL ALL SERVE AS ADDITIONAL AZIMUTH POINTS
 GA2489'AS ALL MARKS AT THIS STATION WERE BENCH MARKS, AN ELEVATION
 GA2489'WAS TRANSFERRED TO THE NEWLY ESTABLISHED MARKS FROM BENCH
 GA2489'FROM BENCH MARK NORWOOD RM-1.
 GA2489'
 GA2489'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA2489'
 GA2489'THE STATION IS LOCATED IN THE MEDIAN OF U. S. HIGHWAY 25W AT 4808
 GA2489'CLINTON HIGHWAY IN NORWOOD, A SURBURBAN  SECTION OF KNOXVILLE.
 GA2489'
 GA2489'THE STATION IS 63 FEET WEST-NORTHWEST OF POWERLINE POLE NO. 12563, 28
 GA2489'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTHWEST
 GA2489'BOUND TRAFFIC LANE OF U.S.  HIGHWAY 25W, 25 FEET NORTHWEST OF THE
 GA2489'DRIVE, AND 23 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2489'SOUTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W.  IT IS A
 GA2489'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH,
 GA2489'ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE PAVED
 GA2489'MEDIAN, AND THE DISK IS STAMPED--NORWOOD 1964 1969--.
 GA2489'
 GA2489'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2489'OF THE T INTERSECTION OF ALLEN DRIVE AND U.S. HIGHWAY 25W, 25 FEET
 GA2489'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTHWEST BOUND
 GA2489'TRAFFIC LANE OF U.S.  HIGHWAY 25W, 25 FEET NORTH-NORTHEAST OF THE
 GA2489'APPROXIMATE CENTER OF THE SOUTHEAST BOUND TRAFFIC LANE OF U.S.
 GA2489'HIGHWAY 25W, 13 FEET WEST OF POWERLINE POLE NO.  12563, AND 3 FEET
 GA2489'NORTHWEST OF THE END OF A CONCRETE DITCH IN THE MEDIAN STRIP.
 GA2489'IT IS A TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2489'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2489'THE DISK IS STAMPED--NORWOOD RM-1 1964--.
 GA2489'
 GA2489'REFERENCE MARK NO. 3 IS 38 FEET EAST-NORTHEAST OF POWERLINE POLE NO.
 GA2489'12564-5, 26 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2489'SOUTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 25 FEET
 GA2489'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTHWEST BOUND
 GA2489'TRAFFIC LANE OF U.S. HIGHWAY 25W, AND IN THE PAVED MEDIAN STRIP.
 GA2489'IT IS A STANDARD USC AND GS REFERENCE MARK DISK SET IN THE TOP OF AN
 GA2489'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2489'STAMPED--NORWOOD 1964 NO 3 1969.
 GA2489'
 GA2489'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2489'REFERENCE MARK NO. 3 IS 105.16 FEET- (32.053) METERS.
 GA2489'
 GA2489'THE AZIMUTH MARK IS ABOUT 0.75 OF A MILE WEST-NORTHWEST ALONG U.S.
 GA2489'HIGHWAY 25W FROM THE STATION, 45 FEET SOUTHEAST OF THE APPROXIMATE
 GA2489'CENTER OF A TRAFFIC CROSS-OVER LANE, 30 FEET SOUTH-SOUTHWEST OF
 GA2489'LANE, 30 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 GA2489'NORTHWEST BOUND TRAFFIC LANE OF U.S. IGHWAY 25W, 21 FEET
 GA2489'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SOUTHEAST BOUND
 GA2489'TRAFFIC LANE OF U.S. HIGHWAY 25W, 13 FEET BOUNDSOUTHEAST OF
 GA2489'POWERLINE POLE NO. 12656-7, AND 10 FEET SOUTHEAST OF THE END OF
 GA2489'THE PAVED DITCH IN THE MEDIAN.  IT IS A TENNESSEE HIGHWAY
 GA2489'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA2489'CONCRETE MONUMENT AND THE DISK IS STAMPED--NORWOOD AZI 1964--.
 GA2489'
 GA2489'NOTE- DUE TO ALL MARKS LOCATION IN EITHER PAVED OR MOWED AREAS, NO
 GA2489'WITNESS POST WERE SET.
 GA2489'
 GA2489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT NORWOOD
 GA2489'(SUBURBAN KNOXVILLE)
 GA2489
 GA2489                          STATION RECOVERY (1969)
 GA2489
 GA2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GA2489'AT NORWOOD.
 GA2489'THIS MARK IS AT THE NORWOOD 1964 1969 TRAVERSE STATION SITE AT
 GA2489'4808 CLINTON HIGHWAY IN NORWOOD, A SUBURBAN SECTION OF KNOXVILLE.
 GA2489'IT IS 63 FEET WEST-NORTHWEST OF POWERLINE POLE NO. 12563, 55.01
 GA2489'FEET EAST-SOUTHEAST OF NORWOOD R.M. 3, 50.27 FEET WEST-NORTHWEST
 GA2489'OF NORWOOD RM-1, 28 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 GA2489'OF THE NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 25 FEET
 GA2489'NORTHWEST OF THE INTERSECTION OF THE T JUNCTION OF ALLEN DRIVE,
 GA2489'AND 23 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2489'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 25W.  IT IS A TENNESSEE
 GA2489'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH,
 GA2489'CONCRETE MONUMENT IN THE PAVED MEDIAN, AND THE DISK IS STAMPED
 GA2489'NORWOOD 1964 1969.  NOTE-- DUE TO THE MARKS LOCATION IN A TRAFFIC
 GA2489'AREA, NO WITNESS POST WAS SET.
 GA2489
 GA2489                          STATION RECOVERY (1982)
 GA2489
 GA2489'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2489'NORWOOD 1964 SEARCHED FOR - NOT RECOVERED.  THE UNDERGROUND MARK IS
 GA2489'PROBABLY STILL INTACT HOWEVER IT IS COVERED OVER BY ASPHALT
 GA2489'PAVEMENT.  (S. OF CITY BLK 39580).
 GA2489
 GA2489                          STATION RECOVERY (1982)
 GA2489
 GA2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GA2489'THE STATION MARK WAS FOUND IN GOOD CONDITION BUT COVERED BY 0.1 METER
 GA2489'(0.3 FT) OF PAVEMENT.  REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK
 GA2489'WERE NOT FOUND AND ASSUMED DESTROYED BY ROAD WORK.  REFERENCE MARKS 4
 GA2489'AND 5 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GA2489' 
 GA2489'THE STATION IS LOCATED IN THE PAVED MEDIAN OF U.S HIGHWAY 75 W, IN THE
 GA2489'NORWOOD SECTION OF KNOXVILLE, AT 4808 CLINTON HIGHWAY, 6.7 METERS
 GA2489'(22.0 FT) NORTHWEST OF THE INTERSECTION OF ALLEN DRIVE AND CLINTON
 GA2489'HIGHWAY, 3.4 METERS (11.2 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 GA2489'CONCRETE CURB, 8.5 METERS (27.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GA2489'NORTHWEST BOUND LANE OF HIGHWAY 25 W AND 6.7 METERS (22.0 FT)
 GA2489'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF HIGHWAY 25
 GA2489'W.  THE MONUMENT IS 0.1 METER (0.3 FT) BELOW THE PAVEMENT AND THE DISK
 GA2489'IS A STANDARD THD DISK STAMPED---NORWOOD 1964 1969---.
 GA2489' 
 GA2489'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED--NORWOOD 1964 THD NO 4
 GA2489'1982--, SET IN A DRILL HOLE IN THE TOP AND NORTH END OF CONCRETE CURB
 GA2489'0.3 METER (1.0 FT) SOUTH OF THE NORTH END OF THE CURB 9.8 METERS
 GA2489'(32.2 FT) SOUTHEAST OF THE INTERSECTION 6.4 METERS (21.0 FT) SOUTHEAST
 GA2489'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY 9.1
 GA2489'METERS (29.9 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND
 GA2489'LANE OF THE HIGHWAY.
 GA2489' 
 GA2489'REFERENCE MARK 5 IS A STANDARD DISK STAMPED--NORWOOD THD 1964 NO 5
 GA2489'1982--, SET IN A DRILL HOLE IN THE TOP OF CONCRETE CURB 0.3 METER
 GA2489'(1.0 FT) NORTH OF THE SOUTH END, 5.8 METERS (19.0 FT) SOUTHEAST OF THE
 GA2489'CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY AND 9.1 METERS
 GA2489'(29.9 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF
 GA2489'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2490 ***********************************************************************
 GA2490  DESIGNATION -  NORWOOD RM 1
 GA2490  PID         -  GA2490
 GA2490  STATE/COUNTY-  TN/KNOX
 GA2490  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2490
 GA2490                         *CURRENT SURVEY CONTROL
 GA2490  ___________________________________________________________________
 GA2490* NAD 83(1986)-  36 00 05.     (N)    083 58 24.     (W)     SCALED    
 GA2490* NAVD 88     -       336.294  (meters)    1103.32   (feet)  ADJUSTED  
 GA2490  ___________________________________________________________________
 GA2490  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2490  DYNAMIC HT  -         335.980 (meters)    1102.29  (feet)  COMP
 GA2490  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA2490
 GA2490  VERT ORDER  -  SECOND    CLASS 0
 GA2490
 GA2490.The horizontal coordinates were scaled from a topographic map and have
 GA2490.an estimated accuracy of +/- 6 seconds.
 GA2490
 GA2490.The orthometric height was determined by differential leveling
 GA2490.and adjusted by the National Geodetic Survey in June 1991..
 GA2490
 GA2490.The geoid height was determined by GEOID03.
 GA2490
 GA2490.The dynamic height is computed by dividing the NAVD 88
 GA2490.geopotential number by the normal gravity value computed on the
 GA2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2490.degrees latitude (g = 980.6199 gals.).
 GA2490
 GA2490.The modeled gravity was interpolated from observed gravity values.
 GA2490
 GA2490;                    North         East    Units  Estimated Accuracy
 GA2490;SPC TN       -   186,960.      782,710.      MT  (+/- 180 meters Scaled)
 GA2490
 GA2490                          SUPERSEDED SURVEY CONTROL
 GA2490
 GA2490  NGVD 29 (??/??/92)  336.419  (m)         1103.73   (f) ADJ UNCH    2 0
 GA2490
 GA2490.Superseded values are not recommended for survey control.
 GA2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2490.See file dsdata.txt to determine how the superseded data were derived.
 GA2490
 GA2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319881(NAD 83)
 GA2490_MARKER: DD = SURVEY DISK
 GA2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2490_STAMPING: NORWOOD RM-1 1964
 GA2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2490+STABILITY: SURFACE MOTION
 GA2490
 GA2490  HISTORY     - Date     Condition        Report By
 GA2490  HISTORY     - 1964     MONUMENTED       TNHD
 GA2490  HISTORY     - 1969     GOOD             NGS
 GA2490  HISTORY     - 1982     MARK NOT FOUND   CGS
 GA2490
 GA2490                          STATION DESCRIPTION
 GA2490
 GA2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2490'AT NORWOOD.
 GA2490'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE NORWOOD
 GA2490'1964 1969 TRAVERSE STATION SITE AT 4808 CLINTON HIGHWAY IN NORWOOD,
 GA2490'A SUBURBAN SECTION OF KNOXVILLE.  IT IS 105.16 FEET EAST-SOUTHEAST
 GA2490'OF NORWOOD R.M. 3, 50.27 FEET EAST-SOUTHEAST OF NORWOOD 1964 1969,
 GA2490'26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE T INTERSECTION
 GA2490'OF ALLEN DRIVE AND U.S. HIGHWAY 25W, 25 FEET SOUTH-SOUTHWEST OF
 GA2490'THE APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE OF U.S.
 GA2490'HIGHWAY 25W, 25 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 GA2490'OF THE SOUTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 13 FEET
 GA2490'WEST OF POWERLINE POLE NO. 12563, AND 3 FEET NORTHWEST OF THE
 GA2490'END OF A CONCRETE PAVED DITCH IN THE MEDIAN STRIP.  IT IS A
 GA2490'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH,
 GA2490'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NORWOOD
 GA2490'RM-1 1964.  NOTE-- DUE TO THE MARKS LOCATION IN A HEAVY TRAFFIC
 GA2490'AREA, NO WITNESS POST WAS SET.
 GA2490
 GA2490                          STATION RECOVERY (1982)
 GA2490
 GA2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1982
 GA2490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2487 ***********************************************************************
 GA2487  DESIGNATION -  NORWOOD RM 3
 GA2487  PID         -  GA2487
 GA2487  STATE/COUNTY-  TN/KNOX
 GA2487  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2487
 GA2487                         *CURRENT SURVEY CONTROL
 GA2487  ___________________________________________________________________
 GA2487* NAD 83(1986)-  36 00 05.     (N)    083 58 24.     (W)     SCALED    
 GA2487* NAVD 88     -       336.02   (meters)    1102.4    (feet)  RESET     
 GA2487  ___________________________________________________________________
 GA2487  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2487
 GA2487  VERT ORDER  -  THIRD
 GA2487
 GA2487.The horizontal coordinates were scaled from a topographic map and have
 GA2487.an estimated accuracy of +/- 6 seconds.
 GA2487
 GA2487.The orthometric height was computed from unverified reset data.
 GA2487
 GA2487.The geoid height was determined by GEOID03.
 GA2487
 GA2487;                    North         East    Units  Estimated Accuracy
 GA2487;SPC TN       -   186,960.      782,710.      MT  (+/- 180 meters Scaled)
 GA2487
 GA2487                          SUPERSEDED SURVEY CONTROL
 GA2487
 GA2487.No superseded survey control is available for this station.
 GA2487
 GA2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319881(NAD 83)
 GA2487_MARKER: DR = REFERENCE MARK DISK
 GA2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2487_STAMPING: NORWOOD 1964 NO 3 1969
 GA2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2487+STABILITY: SURFACE MOTION
 GA2487
 GA2487  HISTORY     - Date     Condition        Report By
 GA2487  HISTORY     - 1969     MONUMENTED       CGS
 GA2487  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2487
 GA2487                          STATION DESCRIPTION
 GA2487
 GA2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GA2487'AT NORWOOD.
 GA2487'THIS MARK IS AT THE NORWOOD 1964 1969 TRAVERSE STATION SITE AT
 GA2487'4808 CLINTON HIGHWAY IN NORWOOD, A SUBURBAN SECTION OF KNOXVILLE.
 GA2487'IT IS 105.16 FEET WEST-NORTHWEST OF NORWOOD RM-1, 55.01 FEET
 GA2487'WEST-NORTHWEST OF NORWOOD 1964 1969, 38 FEET EAST-NORTHEAST OF
 GA2487'POWERLINE POLE NO. 12564-5, 26 FEET NORTH-NORTHEAST OF THE
 GA2487'APPROXIMATE CENTER OF THE SOUTHEAST BOUND LANE OF U.S. HIGHWAY
 GA2487'25W, 25 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 GA2487'NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, AND IN A
 GA2487'PAVED MEDIAN STRIP.  IT IS A STANDARD REFERENCE MARK DISK SET
 GA2487'IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 GA2487'DISK IS STAMPED NORWOOD 1964 NO 3 1969.  NOTE-- DUE TO THE MARKS
 GA2487'LOCATION IN A TRAFFIC AREA, NO WITNESS POST WAS SET.
 GA2487
 GA2487                          STATION RECOVERY (1982)
 GA2487
 GA2487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3273 ***********************************************************************
 GA3273  DESIGNATION -  NORWOOD RM 4
 GA3273  PID         -  GA3273
 GA3273  STATE/COUNTY-  TN/KNOX
 GA3273  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3273
 GA3273                         *CURRENT SURVEY CONTROL
 GA3273  ___________________________________________________________________
 GA3273* NAD 83(1986)-  36 00 05.     (N)    083 58 24.     (W)     SCALED    
 GA3273* NAVD 88     -       336.53   (meters)    1104.1    (feet)  RESET     
 GA3273  ___________________________________________________________________
 GA3273  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3273
 GA3273  VERT ORDER  -  THIRD
 GA3273
 GA3273.The horizontal coordinates were scaled from a topographic map and have
 GA3273.an estimated accuracy of +/- 6 seconds.
 GA3273
 GA3273.The orthometric height was computed from unverified reset data.
 GA3273.No vertical observational check was made to the station.
 GA3273
 GA3273.The geoid height was determined by GEOID03.
 GA3273
 GA3273;                    North         East    Units  Estimated Accuracy
 GA3273;SPC TN       -   186,960.      782,710.      MT  (+/- 180 meters Scaled)
 GA3273
 GA3273                          SUPERSEDED SURVEY CONTROL
 GA3273
 GA3273.No superseded survey control is available for this station.
 GA3273
 GA3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319881(NAD 83)
 GA3273_MARKER: DR = REFERENCE MARK DISK
 GA3273_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3273_SP_SET: CURB
 GA3273_STAMPING: NORWOOD 1964 THD NO 4 1982
 GA3273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3273
 GA3273  HISTORY     - Date     Condition        Report By
 GA3273  HISTORY     - 1982     MONUMENTED       NGS
 GA3273
 GA3273                          STATION DESCRIPTION
 GA3273
 GA3273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GA3273'IN NORWOOD.
 GA3273'IN NORWOOD, IN THE MEDIAN OF U.S. HIGHWAY 25W (CLINTON HIGHWAY),
 GA3273'AT 4808 CLINTON HIGHWAY, IN TOP OF A CONCRETE CURB, 0.3 METER
 GA3273'(1.0 FT) SOUTH OF THE NORTH END OF THE CURB, 9.8 METERS (32.0 FT)
 GA3273'SOUTHEAST OF THE INTERSECTION OF ALLEN DRIVE AND CLINTON HIGHWAY,
 GA3273'6.4 METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA3273'AND 9.4 METERS (30.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3274 ***********************************************************************
 GA3274  DESIGNATION -  NORWOOD RM 5
 GA3274  PID         -  GA3274
 GA3274  STATE/COUNTY-  TN/KNOX
 GA3274  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3274
 GA3274                         *CURRENT SURVEY CONTROL
 GA3274  ___________________________________________________________________
 GA3274* NAD 83(1986)-  36 00 05.     (N)    083 58 24.     (W)     SCALED    
 GA3274* NAVD 88     -       336.40   (meters)    1103.7    (feet)  RESET     
 GA3274  ___________________________________________________________________
 GA3274  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3274
 GA3274  VERT ORDER  -  THIRD
 GA3274
 GA3274.The horizontal coordinates were scaled from a topographic map and have
 GA3274.an estimated accuracy of +/- 6 seconds.
 GA3274
 GA3274.The orthometric height was computed from unverified reset data.
 GA3274.No vertical observational check was made to the station.
 GA3274
 GA3274.The geoid height was determined by GEOID03.
 GA3274
 GA3274;                    North         East    Units  Estimated Accuracy
 GA3274;SPC TN       -   186,960.      782,710.      MT  (+/- 180 meters Scaled)
 GA3274
 GA3274                          SUPERSEDED SURVEY CONTROL
 GA3274
 GA3274.No superseded survey control is available for this station.
 GA3274
 GA3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319881(NAD 83)
 GA3274_MARKER: DR = REFERENCE MARK DISK
 GA3274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3274_SP_SET: CURB
 GA3274_STAMPING: NORWOOD THD 1964 NO 5 1982
 GA3274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3274
 GA3274  HISTORY     - Date     Condition        Report By
 GA3274  HISTORY     - 1982     MONUMENTED       NGS
 GA3274
 GA3274                          STATION DESCRIPTION
 GA3274
 GA3274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GA3274'IN NORWOOD.
 GA3274'IN NORWOOD, AT 4808 CLINTON HIGHWAY, IN THE MEDIAN OF U.S. HIGHWAY
 GA3274'25W, IN TOP OF A CONCRETE CURB, AT THE INTERSECTION OF ALLEN DRIVE
 GA3274'AND CLINTON HIGHWAY, 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE
 GA3274'CURB, 5.8 METERS (19.0 FT) SOUTHEAST OF THE SOUTHEAST BOUND LANE
 GA3274'OF THE HIGHWAY, AND 9.1 METERS (30.0 FT) NORTHWEST OF THE CENTERLINE
 GA3274'OF THE NORTHWEST BOUND LANE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2665 ***********************************************************************
 FB2665  DESIGNATION -  NORWOOD TVA MICROWAVE MAST 239
 FB2665  PID         -  FB2665
 FB2665  STATE/COUNTY-  TN/KNOX
 FB2665  USGS QUAD   -  KNOXVILLE (1978)
 FB2665
 FB2665                         *CURRENT SURVEY CONTROL
 FB2665  ___________________________________________________________________
 FB2665* NAD 83(1995)-  35 59 28.11015(N)    083 57 43.09701(W)     ADJUSTED  
 FB2665* NAVD 88     -                                                        
 FB2665  ___________________________________________________________________
 FB2665  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FB2665  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2665
 FB2665  HORZ ORDER  -  THIRD
 FB2665
 FB2665.The horizontal coordinates were established by classical geodetic methods
 FB2665.and adjusted by the National Geodetic Survey in April 1999..
 FB2665
 FB2665
 FB2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2665
 FB2665.The geoid height was determined by GEOID03.
 FB2665
 FB2665;                    North         East     Units Scale Factor Converg.
 FB2665;SPC TN       -   185,845.931   783,754.647   MT  0.99995215   +1 11 35.3
 FB2665;SPC TN       -   609,729.53  2,571,368.37   sFT  0.99995215   +1 11 35.3
 FB2665;UTM  17      - 3,987,024.085   232,977.612   MT  1.00047866   -1 44 30.0
 FB2665;UTM  16      - 3,987,235.316   773,880.941   MT  1.00052438   +1 47 11.2
 FB2665
 FB2665                          SUPERSEDED SURVEY CONTROL
 FB2665
 FB2665  NAD 83(1995)-  35 59 28.11798(N)    083 57 43.09515(W) AD(       ) 4
 FB2665  NAD 83(1986)-  35 59 28.12363(N)    083 57 43.09328(W) AD(       ) 4
 FB2665  NAD 27      -  35 59 27.82600(N)    083 57 43.42800(W) AD(       ) 3
 FB2665
 FB2665.Superseded values are not recommended for survey control.
 FB2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2665.See file dsdata.txt to determine how the superseded data were derived.
 FB2665
 FB2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3297887024(NAD 83)
 FB2665_MARKER: 44 = MICROWAVE MAST
 FB2665
 FB2665  HISTORY     - Date     Condition        Report By
 FB2665  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2665  HISTORY     - 1968     GOOD             CGS
 FB2665  HISTORY     - 1982     GOOD             LOCSUR
 FB2665  HISTORY     - 20010323 GOOD             USPSQD
 FB2665
 FB2665                          STATION DESCRIPTION
 FB2665
 FB2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2665'THE STATION IS LOCATED NEAR THE WEST END OF SHARP RIDGE, ABOUT 3
 FB2665'MILES NORTHWEST OF THE CENTER OF KNOXVILLE, AND NEAR TRIANGULATION
 FB2665'STATION RADIO.
 FB2665'
 FB2665'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF MERCHANTS
 FB2665'DRIVE AND U.S. HIGHWAY 25W IN NORWOOD, GO SOUTHEASTERLY ON U.S.
 FB2665'HIGHWAY 25W IN NORWOOD, GO SOUTHEASTERLY ON U.S. HIGHWAY 25W FOR 0.9
 FB2665'MILE TO TILLERY ROAD.  TURN RIGHT, SOUTHWEST, ON TILLERY
 FB2665'ROAD FOR 0.1 MILE TO GAP ROAD ON THE LEFT, TURN LEFT, SOUTHERLY, ON
 FB2665'GAP ROAD FOR 0.25 MILE TO A GRAVELED ROAD LEFT, TURN LEFT, EAST,
 FB2665'FOR ABOUT 50 YARDS TO A FORK, KEEP LEFT FORK AND GO EASTERLY AND
 FB2665'SOUTH ON A WINDING ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND THE
 FB2665'STATION IN A FENCED ENCLOSURE.
 FB2665'
 FB2665'THE STATION IS A STEEL TRUSS STRUCTURE, SUPPORTED BY NUMEROUS GUY
 FB2665'CABLES, IS PAINTED ALTERNATELY RED AND WHITE, HAS A RED LIGHT AT
 FB2665'THE TOP, AND HAS AN OVER-ALL HEIGHT OF 175.0 FEET.
 FB2665'
 FB2665'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 FB2665
 FB2665                          STATION RECOVERY (1968)
 FB2665
 FB2665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FB2665'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 FB2665'
 FB2665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 FB2665'KNOXVILLE.
 FB2665
 FB2665                          STATION RECOVERY (1982)
 FB2665
 FB2665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2665'A 175 FT. HIGH STEEL TRUSS TOWER-NOT STAMPED, POINT OBSERVED-TOP
 FB2665'AND CENTER.  RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 FB2665'AND ALSO SHOULD BE NOTED THAT THE TOWER IS THE WESTERNMOST OF TWO
 FB2665'TOWERS.  (CITY BLOCK 19044).
 FB2665
 FB2665                          STATION RECOVERY (2001)
 FB2665
 FB2665'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9843 ***********************************************************************
 AI9843  PACS        -  This is a Primary Airport Control Station.
 AI9843  DESIGNATION -  NQA A
 AI9843  PID         -  AI9843
 AI9843  STATE/COUNTY-  TN/SHELBY
 AI9843  USGS QUAD   -  BRUNSWICK (1993)
 AI9843
 AI9843                         *CURRENT SURVEY CONTROL
 AI9843  ___________________________________________________________________
 AI9843* NAD 83(1995)-  35 21 16.83893(N)    089 52 10.09796(W)     ADJUSTED  
 AI9843* NAVD 88     -        90.32   (meters)     296.3    (feet)  GPS OBS   
 AI9843  ___________________________________________________________________
 AI9843  X           -      11,864.156 (meters)                     COMP
 AI9843  Y           -  -5,207,795.300 (meters)                     COMP
 AI9843  Z           -   3,670,066.364 (meters)                     COMP
 AI9843  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AI9843  ELLIP HEIGHT-          63.04  (meters)          (02/20/01) GPS OBS
 AI9843  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AI9843
 AI9843  HORZ ORDER  -  B
 AI9843  ELLP ORDER  -  SECOND    CLASS I
 AI9843
 AI9843.This mark is at Millington Mun Airport (NQA)
 AI9843
 AI9843.The horizontal coordinates were established by GPS observations
 AI9843.and adjusted by the National Geodetic Survey in February 2001..
 AI9843
 AI9843.The orthometric height was determined by GPS observations and a
 AI9843.high-resolution geoid model.
 AI9843
 AI9843.GPS derived orthometric heights for airport stations designated as
 AI9843.PACS or SACS are published to 2 decimal places.  This maintains
 AI9843.centimeter relative accuracy between the PACS and SACS.  It does
 AI9843.not indicate centimeter accuracy relative to other marks which are
 AI9843.part of the NAVD 88 network.
 AI9843
 AI9843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9843
 AI9843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9843
 AI9843.The ellipsoidal height was determined by GPS observations
 AI9843.and is referenced to NAD 83.
 AI9843
 AI9843.The geoid height was determined by GEOID03.
 AI9843
 AI9843;                    North         East     Units Scale Factor Converg.
 AI9843;SPC TN       -   120,269.801   248,391.537   MT  0.99998318   -2 15 55.2
 AI9843;SPC TN       -   394,585.17    814,931.23   sFT  0.99998318   -2 15 55.2
 AI9843;UTM  16      - 3,916,156.544   239,254.529   MT  1.00043795   -1 39 40.7
 AI9843
 AI9843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9843!SPC TN       -   0.99999011  x   0.99998318  =   0.99997329
 AI9843!UTM  16      -   0.99999011  x   1.00043795  =   1.00042805
 AI9843
 AI9843                          SUPERSEDED SURVEY CONTROL
 AI9843
 AI9843.No superseded survey control is available for this station.
 AI9843
 AI9843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3925516157(NAD 83)
 AI9843_MARKER: I = METAL ROD
 AI9843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9843_STAMPING: NQA A 1999
 AI9843_MARK LOGO: NGS   
 AI9843_PROJECTION: FLUSH
 AI9843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9843+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9843_ROD/PIPE-DEPTH: 5.1  meters
 AI9843_SLEEVE-DEPTH  : 1.1 meters
 AI9843
 AI9843  HISTORY     - Date     Condition        Report By
 AI9843  HISTORY     - 1999     MONUMENTED       LOWE
 AI9843
 AI9843                          STATION DESCRIPTION
 AI9843
 AI9843'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9843'THE STATION IS LOCATED AT THE MILLINGTON NAVAL AIR STATION (NOW
 AI9843'MILLINGTON MUNICIPAL), IN MILLINGTON, TENNESSEE. THE AIRPORT
 AI9843'HAS BEEN TURNED OVER TO PRIVATE CONTROL, AND PERMISSION IS
 AI9843'REQUIRED TO DRIVE ON OR ACROSS THE TAXIWAYS AND RUNWAYS.
 AI9843'CHECK WITH RUSS NOBLE (THE POINT OF CONTACT) WHO CAN BE REACHED
 AI9843'AT THE CONTROL TOWER, TELEPHONE NUMBER 901-873-5792 FOR ACCESS.
 AI9843'RADIO CONTACT IS REQUIRED, BUT AN ESCORT IS NOT. THERE IS LIGHT
 AI9843'MILITARY ACTIVITY.
 AI9843' 
 AI9843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 AI9843'NAVY ROAD IN MILLINGTON, GO EAST ON NAVY ROAD 3.5 KM (2.2 MI) TO THE
 AI9843'TRAFFIC LIGHT AT HORNET AVENUE. TURN LEFT ON HORNET AVENUE AND
 AI9843'GO NORTH 0.96 KM (0.60 MI) TO THE TOWER AREA AND PARKING LOT. ENTER
 AI9843'THE AIRPORT THROUGH ENTRANCE GATE NUMBER 1, LOCATED JUST SOUTH
 AI9843'OF THE TOWER. FROM GATE 1, PROCEED 0.16 KM (0.10 MI) NORTHWARDLY
 AI9843'ACROSS THE RAMP AND TAXIWAY AREA. TURN RIGHT AND GO EASTWARDLY
 AI9843'ALONG THE MAIN TAXIWAY E (ECHO) FOR 0.64 KM (0.40 MI) TO THE STATION
 AI9843'ON THE LEFT. THE STATION IS NEAR THE WINDSOCK IN THE GRASS AREA
 AI9843'SOUTHWEST OF CROSSOVER RAMP C (CHARLIE).
 AI9843' 
 AI9843'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9843'REFUSAL TO A DEPTH OF 5.06 M (16.60 FT) IN A 0.025 M (0.082 FT) GREASE
 AI9843'FILLED FLUTED PLASTIC SLEEVE 1.11 M (3.64 FT) LONG ENCASED IN A 0.16 M
 AI9843'(0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE
 AI9843'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE
 AI9843'STATION IS 64.46 M (211.48 FT) WEST-NORTHWEST OF THE WEST END OF A
 AI9843'DIRECTIONAL SIGN (READING C AND E WITH ARROWS, ON THE SOUTH
 AI9843'SIDE, AND READING TERM ON THE NORTH SIDE), LOCATED ON THE WEST
 AI9843'SIDE OF TAXIWAY E, 48.01 M (157.51 FT) SOUTHEAST OF THE CENTER OF A
 AI9843'RAISED CONCRETE FOUNDATION FOR AN ABANDONED WINDSOCK, AND 21.3
 AI9843'M (69.9 FT) SOUTHEAST OF THE CENTER OF A STEEL SUPPORT POST FOR A
 AI9843'WINDSOCK. THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI9843'STATION.
 AI9843' 
 AI9843' 
 AI9843'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9844 ***********************************************************************
 AI9844  SACS        -  This is a Secondary Airport Control Station.
 AI9844  DESIGNATION -  NQA B
 AI9844  PID         -  AI9844
 AI9844  STATE/COUNTY-  TN/SHELBY
 AI9844  USGS QUAD   -  BRUNSWICK (1993)
 AI9844
 AI9844                         *CURRENT SURVEY CONTROL
 AI9844  ___________________________________________________________________
 AI9844* NAD 83(1995)-  35 21 36.15889(N)    089 51 56.95209(W)     ADJUSTED  
 AI9844* NAVD 88     -        95.07   (meters)     311.9    (feet)  GPS OBS   
 AI9844  ___________________________________________________________________
 AI9844  X           -      12,195.267 (meters)                     COMP
 AI9844  Y           -  -5,207,453.853 (meters)                     COMP
 AI9844  Z           -   3,670,554.714 (meters)                     COMP
 AI9844  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AI9844  ELLIP HEIGHT-          67.79  (meters)          (02/20/01) GPS OBS
 AI9844  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AI9844
 AI9844  HORZ ORDER  -  FIRST
 AI9844  ELLP ORDER  -  SECOND    CLASS I
 AI9844
 AI9844.This mark is at Millington Mun Airport (NQA)
 AI9844
 AI9844.The horizontal coordinates were established by GPS observations
 AI9844.and adjusted by the National Geodetic Survey in February 2001..
 AI9844
 AI9844.The orthometric height was determined by GPS observations and a
 AI9844.high-resolution geoid model.
 AI9844
 AI9844.GPS derived orthometric heights for airport stations designated as
 AI9844.PACS or SACS are published to 2 decimal places.  This maintains
 AI9844.centimeter relative accuracy between the PACS and SACS.  It does
 AI9844.not indicate centimeter accuracy relative to other marks which are
 AI9844.part of the NAVD 88 network.
 AI9844
 AI9844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9844
 AI9844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9844
 AI9844.The ellipsoidal height was determined by GPS observations
 AI9844.and is referenced to NAD 83.
 AI9844
 AI9844.The geoid height was determined by GEOID03.
 AI9844
 AI9844;                    North         East     Units Scale Factor Converg.
 AI9844;SPC TN       -   120,851.629   248,746.691   MT  0.99998240   -2 15 47.5
 AI9844;SPC TN       -   396,494.05    816,096.44   sFT  0.99998240   -2 15 47.5
 AI9844;UTM  16      - 3,916,742.348   239,603.689   MT  1.00043570   -1 39 33.9
 AI9844
 AI9844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9844!SPC TN       -   0.99998936  x   0.99998240  =   0.99997176
 AI9844!UTM  16      -   0.99998936  x   1.00043570  =   1.00042506
 AI9844
 AI9844                          SUPERSEDED SURVEY CONTROL
 AI9844
 AI9844.No superseded survey control is available for this station.
 AI9844
 AI9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3960416742(NAD 83)
 AI9844_MARKER: DD = SURVEY DISK
 AI9844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9844_STAMPING: NQA B 1996
 AI9844_MARK LOGO: NGS   
 AI9844_PROJECTION: FLUSH
 AI9844_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9844+STABILITY: SURFACE MOTION
 AI9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9844+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9844_ROD/PIPE-DEPTH: 1    meters
 AI9844
 AI9844  HISTORY     - Date     Condition        Report By
 AI9844  HISTORY     - 1996     MONUMENTED       LOWE
 AI9844
 AI9844                          STATION DESCRIPTION
 AI9844
 AI9844'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9844'THE STATION IS LOCATED AT THE MILLINGTON NAVAL AIR STATION (NOW
 AI9844'MILLINGTON MUNICIPAL) IN MILLINGTON, TENNESSEE. THE AIRPORT
 AI9844'HAS BEEN TURNED OVER TO PRIVATE CONTROL, AND PERMISSION IS
 AI9844'REQUIRED TO DRIVE ON OR ACROSS THE TAXIWAYS AND RUNWAYS. CHECK
 AI9844'WITH RUSS NOBLE (THE POINT OF CONTACT) WHO CAN BE REACHED AT THE
 AI9844'CONTROL TOWER, TELEPHONE NUMBER 901-873-5792, FOR ACCESS. RADIO
 AI9844'CONTACT IS REQUIRED, BUT AN ESCORT IS NOT. THERE IS LIGHT MILITARY
 AI9844'ACTIVITY.
 AI9844' 
 AI9844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 AI9844'NAVY ROAD IN MILLINGTON, GO EAST ON NAVY ROAD 3.5 KM (2.2 MI) TO THE
 AI9844'TRAFFIC LIGHT AT HORNET AVENUE. TURN LEFT ON HORNET AVENUE AND
 AI9844'GO NORTH 0.96 KM (0.60 MI) TO THE TOWER AREA AND PARKING LOT. ENTER
 AI9844'THE AIRPORT THROUGH ENTRANCE GATE NUMBER 1, LOCATED JUST SOUTH
 AI9844'OF THE TOWER. FROM GATE 1, GO 0.16 KM (0.10 MI) NORTHWARDLY ACROSS
 AI9844'THE RAMP AND TAXIWAY AREA, TURN RIGHT AND GO EASTWARDLY ALONG
 AI9844'THE MAIN TAXIWAY (E) FOR 1.28 KM (0.80 MI) TO THE STATION ON THE LEFT
 AI9844'IN THE GRASS SOUTHWEST OF TAXIWAY RAMP D AND NORTH OF TAXIWAY
 AI9844'E.
 AI9844' 
 AI9844'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9844'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9844'NGS
 AI9844'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9844'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9844'FROM THE BOTTOM OF THE PIPE. THE STATION IS LOCATED 51.91 M
 AI9844'(170.3 FT) SOUTHEAST OF THE SOUTHEAST END OF A DIRECTIONAL SIGN
 AI9844'LOCATED AT THE SOUTHEAST EDGE OF THE RUNWAY AND READING
 AI9844'D, 45.54 M (149.4 FT) NORTHWEST OF THE NORTHWEST END OF A
 AI9844'DIRECTIONAL SIGN LOCATED ON THE NORTHWEST EDGE OF TAXIWAY E
 AI9844'AND READING D WITH AN ARROW, AND 34.93 M (114.6 FT) SOUTHWEST OF
 AI9844'THE SOUTHWEST END OF A DIRECTIONAL SIGN ON THE SOUTH SIDE OF
 AI9844'RAMP D READING D AND 4-22. THIS STATION IS DESIGNATED A
 AI9844'SECONDARY AIRPORT CONTROL STATION.
 AI9844' 
 AI9844'THE STATION WAS ORIGINALLY SET IN 1996. IT WAS RECOVERED AND
 AI9844'REPAIRED IN AUGUST 1999 FOR GPS OBSERVATIONS. THE CONCRETE
 AI9844'SURROUNDING THE NGS LOGO CAP HAD BROKEN AND WAS REMOVED AND
 AI9844'REPLACED TO RESTORE THE STATION TO ACCEPTABLE CONDITION.
 AI9844' 
 AI9844' 
 AI9844'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9845 ***********************************************************************
 AI9845  SACS        -  This is a Secondary Airport Control Station.
 AI9845  DESIGNATION -  NQA C
 AI9845  PID         -  AI9845
 AI9845  STATE/COUNTY-  TN/SHELBY
 AI9845  USGS QUAD   -  BRUNSWICK (1993)
 AI9845
 AI9845                         *CURRENT SURVEY CONTROL
 AI9845  ___________________________________________________________________
 AI9845* NAD 83(1995)-  35 20 53.35372(N)    089 51 56.09570(W)     ADJUSTED  
 AI9845* NAVD 88     -        89.91   (meters)     295.0    (feet)  GPS OBS   
 AI9845  ___________________________________________________________________
 AI9845  X           -      12,218.668 (meters)                     COMP
 AI9845  Y           -  -5,208,212.924 (meters)                     COMP
 AI9845  Z           -   3,669,475.791 (meters)                     COMP
 AI9845  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AI9845  ELLIP HEIGHT-          62.63  (meters)          (02/20/01) GPS OBS
 AI9845  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AI9845
 AI9845  HORZ ORDER  -  FIRST
 AI9845  ELLP ORDER  -  SECOND    CLASS I
 AI9845
 AI9845.This mark is at Millington Mun Airport (NQA)
 AI9845
 AI9845.The horizontal coordinates were established by GPS observations
 AI9845.and adjusted by the National Geodetic Survey in February 2001..
 AI9845
 AI9845.The orthometric height was determined by GPS observations and a
 AI9845.high-resolution geoid model.
 AI9845
 AI9845.GPS derived orthometric heights for airport stations designated as
 AI9845.PACS or SACS are published to 2 decimal places.  This maintains
 AI9845.centimeter relative accuracy between the PACS and SACS.  It does
 AI9845.not indicate centimeter accuracy relative to other marks which are
 AI9845.part of the NAVD 88 network.
 AI9845
 AI9845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9845
 AI9845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9845
 AI9845.The ellipsoidal height was determined by GPS observations
 AI9845.and is referenced to NAD 83.
 AI9845
 AI9845.The geoid height was determined by GEOID03.
 AI9845
 AI9845;                    North         East     Units Scale Factor Converg.
 AI9845;SPC TN       -   119,532.629   248,716.203   MT  0.99998413   -2 15 47.0
 AI9845;SPC TN       -   392,166.63    815,996.41   sFT  0.99998413   -2 15 47.0
 AI9845;UTM  16      - 3,915,422.504   239,587.101   MT  1.00043581   -1 39 31.7
 AI9845
 AI9845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9845!SPC TN       -   0.99999017  x   0.99998413  =   0.99997430
 AI9845!UTM  16      -   0.99999017  x   1.00043581  =   1.00042598
 AI9845
 AI9845                          SUPERSEDED SURVEY CONTROL
 AI9845
 AI9845.No superseded survey control is available for this station.
 AI9845
 AI9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3958715423(NAD 83)
 AI9845_MARKER: DD = SURVEY DISK
 AI9845_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9845_STAMPING: NQA C 1996
 AI9845_MARK LOGO: NGS   
 AI9845_PROJECTION: FLUSH
 AI9845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9845+STABILITY: SURFACE MOTION
 AI9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9845+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9845_ROD/PIPE-DEPTH: 1    meters
 AI9845
 AI9845  HISTORY     - Date     Condition        Report By
 AI9845  HISTORY     - 1996     MONUMENTED       LOWE
 AI9845
 AI9845                          STATION DESCRIPTION
 AI9845
 AI9845'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9845'THE STATION IS LOCATED AT THE MILLINGTON NAVAL AIR STATION (NOW
 AI9845'MILLINGTON MUNICIPAL) IN MILLINGTON, TENNESSEE. THE AIRPORT
 AI9845'HAS BEEN TURNED OVER TO PRIVATE CONTROL, AND PERMISSION IS
 AI9845'REQUIRED TO DRIVE ON OR ACROSS THE TAXIWAYS AND RUNWAYS. CHECK
 AI9845'WITH RUSS NOBLE (THE POINT OF CONTACT) WHO CAN BE REACHED AT THE
 AI9845'CONTROL TOWER, TELEPHONE NUMBER 901-873-5792, FOR ACCESS. RADIO
 AI9845'CONTACT IS REQUIRED, BUT AN ESCORT IS NOT. THERE IS LIGHT MILITARY
 AI9845'ACTIVITY.
 AI9845' 
 AI9845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 AI9845'NAVY ROAD IN MILLINGTON, GO EAST ON NAVY ROAD 3.5 KM (2.2 MI) TO THE
 AI9845'TRAFFIC LIGHT AT HORNET AVENUE. TURN LEFT ON HORNET AVENUE AND
 AI9845'GO NORTH 0.96 KM (0.60 MI) TO THE TOWER AREA AND PARKING LOT. ENTER
 AI9845'THE AIRPORT THROUGH ENTRANCE GATE NUMBER 1, LOCATED JUST SOUTH
 AI9845'OF THE TOWER. FROM GATE 1, TURN IMMEDIATELY TO THE RIGHT AND GO
 AI9845'EAST 0.16 KM (0.10 MI) TO THE OLD NORTH-SOUTH APRON AND TAXIWAY,
 AI9845'TURN RIGHT AT THE EAST EDGE OF THE APRON AND TAXIWAY AND GO 0.40
 AI9845'KM (0.25 MI) SOUTH ALONG THE EDGE, TURN LEFT AND GO EAST 0.16 KM (0.10
 AI9845'MI) ALONG THE NORTH EDGE OF THE APRON AND TAXIWAY  TO THE STATION
 AI9845'ON THE LEFT (NORTH) IN A GRASSY AREA.
 AI9845' 
 AI9845'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9845'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9845'NGS
 AI9845'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9845'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9845'FROM THE BOTTOM OF THE PIPE. THE STATION IS 57.15 M (187.5 FT) NORTH
 AI9845'18 DEGREES EAST OF THE NORTHWEST CORNER OF THE NORTHERNMOST
 AI9845'CATCH BASIN LOCATED IN THE APRON-TAXIWAY, 43.40 KM (142.4 FT) NORTH
 AI9845'50 DEGREES EAST OF THE NORTHEAST CORNER OF A CATCH BASIN
 AI9845'LOCATED IN A GRASSY AREA, APPROXIMATELY 30.48 M (100 FT) NORTH OF
 AI9845'THE TAXIWAY, AND 29.35 M (96.3 FT) NORTH OF THE NORTHEAST CORNER OF
 AI9845'A LARGE ELECTRICAL VAULT WITH A METAL COVER. THIS STATION IS
 AI9845'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9845' 
 AI9845'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3564 ***********************************************************************
 GA3564  DESIGNATION -  NR 1365 2 NR 78 1
 GA3564  PID         -  GA3564
 GA3564  STATE/COUNTY-  TN/UNION
 GA3564  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3564
 GA3564                         *CURRENT SURVEY CONTROL
 GA3564  ___________________________________________________________________
 GA3564* NAD 83(1995)-  36 18 59.46171(N)    083 46 19.88365(W)     ADJUSTED  
 GA3564* NAVD 88     -       502.7    (meters)    1649.     (feet)  VERTCON   
 GA3564  ___________________________________________________________________
 GA3564  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GA3564  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3564
 GA3564  HORZ ORDER  -  SECOND
 GA3564
 GA3564.The horizontal coordinates were established by classical geodetic methods
 GA3564.and adjusted by the National Geodetic Survey in April 1999..
 GA3564
 GA3564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3564
 GA3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3564
 GA3564.The geoid height was determined by GEOID03.
 GA3564
 GA3564;                    North         East     Units Scale Factor Converg.
 GA3564;SPC TN       -   222,312.504   800,041.317   MT  0.99998377   +1 18 15.3
 GA3564;SPC TN       -   729,370.27  2,624,802.22   sFT  0.99998377   +1 18 15.3
 GA3564;UTM  17      - 4,022,623.186   251,122.098   MT  1.00036323   -1 38 33.6
 GA3564
 GA3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3564!SPC TN       -   0.99992592  x   0.99998377  =   0.99990969
 GA3564!UTM  17      -   0.99992592  x   1.00036323  =   1.00028912
 GA3564
 GA3564:                Primary Azimuth Mark                     Grid Az
 GA3564:SPC TN       -  LAY                                      148 50 12.5
 GA3564:UTM  17      -  LAY                                      151 47 01.4
 GA3564
 GA3564|---------------------------------------------------------------------|
 GA3564| PID    Reference Object                     Distance      Geod. Az  |
 GA3564|                                                           dddmmss.s |
 GA3564| GA2527 LAY                                 APPROX. 2.0 KM 1500827.8 |
 GA3564|---------------------------------------------------------------------|
 GA3564
 GA3564                          SUPERSEDED SURVEY CONTROL
 GA3564
 GA3564  NAD 83(1995)-  36 18 59.46576(N)    083 46 19.88534(W) AD(       ) 2
 GA3564  NAD 83(1995)-  36 18 59.46645(N)    083 46 19.88223(W) AD(       ) 2
 GA3564  NAD 83(1995)-  36 18 59.46991(N)    083 46 19.88531(W) AD(       ) 2
 GA3564  NAD 83(1986)-  36 18 59.47327(N)    083 46 19.88414(W) AD(       ) 2
 GA3564  NAD 27      -  36 18 59.18501(N)    083 46 20.20769(W) AD(       ) 2
 GA3564  NGVD 29 (07/19/86)  502.8    (m)         1650.     (f) VERT ANG       
 GA3564
 GA3564.Superseded values are not recommended for survey control.
 GA3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3564.See file dsdata.txt to determine how the superseded data were derived.
 GA3564
 GA3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5112222623(NAD 83)
 GA3564_MARKER: DD = SURVEY DISK
 GA3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3564_STAMPING: NR 1365-2 NR 78-1
 GA3564_MARK LOGO: TVA   
 GA3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3564+STABILITY: SURFACE MOTION
 GA3564
 GA3564  HISTORY     - Date     Condition        Report By
 GA3564  HISTORY     - 1964     MONUMENTED       TVA
 GA3564
 GA3564                          STATION DESCRIPTION
 GA3564
 GA3564'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1964 (JAG)
 GA3564'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MAYNARDVILLE.
 GA3564'
 GA3564'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTH
 GA3564'ON STATE ROUTE 33 FOR 5.0
 GA3564'MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHWEST,
 GA3564'AND GO 0.05 MILE TO A GRAVELED ROAD
 GA3564'RIGHT.  TURN RIGHT, WEST AND
 GA3564'FOLLOW GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD
 GA3564'RIGHT.  TURN RIGHT,
 GA3564'NORTHWEST, AND GO 0.3 MILE TO A HOUSE, CONTINUE ON ROAD AROUND HOUSE
 GA3564'FOR 0.05 MILE TO
 GA3564'A FORK.  TAKE RIGHT FORK, PASSING A SHED ON THE LEFT
 GA3564'AND A BARN ON THE RIGHT, AND GO 0.1
 GA3564'MILE TO A POINT WHERE THE ROAD
 GA3564'BECOMES A TRACK ROAD.  FOLLOW TRACK ROAD UP THE HILL
 GA3564'FOR 0.3 MILE TO A
 GA3564'CLEARING AT THE TOP.  TURN RIGHT, SOUTH, AND GO ABOUT 50 YARDS
 GA3564'ACROSS THE CLEARING
 GA3564'TO A FENCE CORNER AND THE STATION.
 GA3564'
 GA3564'THE STATION IS 6 FEET SOUTHEAST OF A 15-INCH WALNUT TREE, 4 FEET
 GA3564'SOUTH OF A FENCE CORNER
 GA3564'POST, AND 11.3 FEET NORTHWEST OF A WITNESS POST AND
 GA3564'SIGN.  THE MARK IS A
 GA3564'U.S.-T.V.A.  PROPERTY MARKER METAL TABLET SET IN
 GA3564'THE TOP OF A 5-INCH, SQUARE, CONCRETE
 GA3564'MONUMENT PROJECTING ABOUT 9
 GA3564'INCHES AND THE DISK IS STAMPED NR 1365-2 NR 78-1.
 GA3564'
 GA3564'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3564'
 GA3564'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0762 ***********************************************************************
 GB0762  DESIGNATION -  NT 21 2
 GB0762  PID         -  GB0762
 GB0762  STATE/COUNTY-  TN/ANDERSON
 GB0762  USGS QUAD   -  NORRIS (1990)
 GB0762
 GB0762                         *CURRENT SURVEY CONTROL
 GB0762  ___________________________________________________________________
 GB0762* NAD 83(1986)-  36 11 10.     (N)    084 04 57.     (W)     SCALED    
 GB0762* NAVD 88     -       296.968  (meters)     974.30   (feet)  ADJUSTED  
 GB0762  ___________________________________________________________________
 GB0762  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB0762  DYNAMIC HT  -         296.700 (meters)     973.42  (feet)  COMP
 GB0762  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 GB0762
 GB0762  VERT ORDER  -  SECOND    CLASS 0
 GB0762
 GB0762.The horizontal coordinates were scaled from a topographic map and have
 GB0762.an estimated accuracy of +/- 6 seconds.
 GB0762
 GB0762.The orthometric height was determined by differential leveling
 GB0762.and adjusted by the National Geodetic Survey in June 1991..
 GB0762
 GB0762.The geoid height was determined by GEOID03.
 GB0762
 GB0762.The dynamic height is computed by dividing the NAVD 88
 GB0762.geopotential number by the normal gravity value computed on the
 GB0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0762.degrees latitude (g = 980.6199 gals.).
 GB0762
 GB0762.The modeled gravity was interpolated from observed gravity values.
 GB0762
 GB0762;                    North         East    Units  Estimated Accuracy
 GB0762;SPC TN       -   207,260.      772,470.      MT  (+/- 180 meters Scaled)
 GB0762
 GB0762                          SUPERSEDED SURVEY CONTROL
 GB0762
 GB0762  NGVD 29 (??/??/92)  297.107  (m)          974.76   (f) ADJ UNCH    2 0
 GB0762
 GB0762.Superseded values are not recommended for survey control.
 GB0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0762.See file dsdata.txt to determine how the superseded data were derived.
 GB0762
 GB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF623085(NAD 83)
 GB0762_MARKER: DD = SURVEY DISK
 GB0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0762_STAMPING: NT 21-2
 GB0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0762+STABILITY: SURFACE MOTION
 GB0762
 GB0762  HISTORY     - Date     Condition        Report By
 GB0762  HISTORY     - UNK      MONUMENTED       TVA
 GB0762  HISTORY     - 1964     GOOD             TNHD
 GB0762
 GB0762                          STATION DESCRIPTION
 GB0762
 GB0762'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0762'3.9 MI E FROM NORRIS.
 GB0762'FROM THE NORTH END OF NORRIS DAM BRIDGE, GO EASTERLY ON U.S.
 GB0762'HIGHWAY 441 FOR 3.9 MILES TO A DIRT DRIVE LEADING WEST.  TURN
 GB0762'RIGHT AND GO APPROXIMATELY 150 FEET TO A SECOND DRIVE LEADING
 GB0762'SOUTH AND THE MARK ON THE LEFT.  THE MARK IS 30 FEET SOUTHEAST
 GB0762'OF THE APPROXIMATE CENTER OF THE TWO DRIVES, 6 FEET EAST OF THE
 GB0762'APPROXIMATE CENTER OF THE DRIVE LEADING SOUTH AND 0.7 FOOT
 GB0762'SOUTHWEST OF A STEEL WITNESS POST WITH SIGN.  THE MARK IS A
 GB0762'TVA PROPERTY MARKER DISK SET IN THE TOP OF A 4-INCH CONCRETE
 GB0762'MONUMENT, PROJECTING 2 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0763 ***********************************************************************
 GB0763  DESIGNATION -  NT 57 6
 GB0763  PID         -  GB0763
 GB0763  STATE/COUNTY-  TN/ANDERSON
 GB0763  USGS QUAD   -  NORRIS (1990)
 GB0763
 GB0763                         *CURRENT SURVEY CONTROL
 GB0763  ___________________________________________________________________
 GB0763* NAD 83(1986)-  36 10 32.     (N)    084 04 15.     (W)     SCALED    
 GB0763* NAVD 88     -       274.635  (meters)     901.03   (feet)  ADJUSTED  
 GB0763  ___________________________________________________________________
 GB0763  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0763  DYNAMIC HT  -         274.386 (meters)     900.21  (feet)  COMP
 GB0763  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GB0763
 GB0763  VERT ORDER  -  SECOND    CLASS 0
 GB0763
 GB0763.The horizontal coordinates were scaled from a topographic map and have
 GB0763.an estimated accuracy of +/- 6 seconds.
 GB0763
 GB0763.The orthometric height was determined by differential leveling
 GB0763.and adjusted by the National Geodetic Survey in June 1991..
 GB0763
 GB0763.The geoid height was determined by GEOID03.
 GB0763
 GB0763.The dynamic height is computed by dividing the NAVD 88
 GB0763.geopotential number by the normal gravity value computed on the
 GB0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0763.degrees latitude (g = 980.6199 gals.).
 GB0763
 GB0763.The modeled gravity was interpolated from observed gravity values.
 GB0763
 GB0763;                    North         East    Units  Estimated Accuracy
 GB0763;SPC TN       -   206,110.      773,540.      MT  (+/- 180 meters Scaled)
 GB0763
 GB0763                          SUPERSEDED SURVEY CONTROL
 GB0763
 GB0763  NGVD 29 (??/??/92)  274.768  (m)          901.47   (f) ADJ UNCH    2 0
 GB0763
 GB0763.Superseded values are not recommended for survey control.
 GB0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0763.See file dsdata.txt to determine how the superseded data were derived.
 GB0763
 GB0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF634073(NAD 83)
 GB0763_MARKER: DD = SURVEY DISK
 GB0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0763_STAMPING: NT 57-6
 GB0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0763+STABILITY: SURFACE MOTION
 GB0763
 GB0763  HISTORY     - Date     Condition        Report By
 GB0763  HISTORY     - UNK      MONUMENTED       TVA
 GB0763  HISTORY     - 1964     GOOD             TNHD
 GB0763
 GB0763                          STATION DESCRIPTION
 GB0763
 GB0763'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0763'4.8 MI N FROM CLINTON.
 GB0763'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61, GO
 GB0763'0.9 MILE SOUTH ON STATE ROUTE 61 TO THE MARK ON THE RIGHT.  THE
 GB0763'MARK IS 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0763'ROUTE 61, 9 FEET SOUTHWEST OF A DRIVE LEADING WEST TO A TWO-STORY
 GB0763'WHITE HOUSE.  THE MARK IS A TVA PROPERTY MARKER DISK SET IN THE
 GB0763'TOP OF A 4-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0763'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1529 ***********************************************************************
 FD1529  DESIGNATION -  NUNNELLY
 FD1529  PID         -  FD1529
 FD1529  STATE/COUNTY-  TN/HICKMAN
 FD1529  USGS QUAD   -  CENTERVILLE (1987)
 FD1529
 FD1529                         *CURRENT SURVEY CONTROL
 FD1529  ___________________________________________________________________
 FD1529* NAD 83(1995)-  35 51 07.10888(N)    087 27 15.51408(W)     ADJUSTED  
 FD1529* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 FD1529  ___________________________________________________________________
 FD1529  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FD1529  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1529
 FD1529  HORZ ORDER  -  THIRD
 FD1529
 FD1529.The horizontal coordinates were established by classical geodetic methods
 FD1529.and adjusted by the National Geodetic Survey in April 1999..
 FD1529
 FD1529.The orthometric height was scaled from a topographic map.
 FD1529
 FD1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1529
 FD1529.The geoid height was determined by GEOID03.
 FD1529
 FD1529;                    North         East     Units Scale Factor Converg.
 FD1529;SPC TN       -   169,467.737   468,641.093   MT  0.99994845   -0 51 05.1
 FD1529;SPC TN       -   555,995.40  1,537,533.32   sFT  0.99994845   -0 51 05.1
 FD1529;UTM  16      - 3,967,625.742   458,977.649   MT  0.99962074   -0 15 57.9
 FD1529
 FD1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1529!SPC TN       -   0.99996805  x   0.99994845  =   0.99991650
 FD1529!UTM  16      -   0.99996805  x   0.99962074  =   0.99958880
 FD1529
 FD1529|---------------------------------------------------------------------|
 FD1529| PID    Reference Object                     Distance      Geod. Az  |
 FD1529|                                                           dddmmss.s |
 FD1529| CG6211 NUNNELLY RM 1                        24.447 METERS 05231     |
 FD1529| FD1528 CENTERVILLE ST FOREST LOT HR 1      APPROX. 5.4 KM 2071649.4 |
 FD1529| CG6210 NUNNELLY AZ MK                                     2984506.8 |
 FD1529| CG6212 NUNNELLY RM 2                        24.780 METERS 29930     |
 FD1529| FD1531 DALLAS LOUISVILLE AWY BCN 59        APPROX. 4.1 KM 3141031.7 |
 FD1529|---------------------------------------------------------------------|
 FD1529
 FD1529                          SUPERSEDED SURVEY CONTROL
 FD1529
 FD1529  NAD 83(1995)-  35 51 07.11095(N)    087 27 15.51743(W) AD(       ) 3
 FD1529  NAD 83(1986)-  35 51 07.11966(N)    087 27 15.51598(W) AD(       ) 3
 FD1529  NAD 27      -  35 51 06.88500(N)    087 27 15.46300(W) AD(       ) 3
 FD1529
 FD1529.Superseded values are not recommended for survey control.
 FD1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1529.See file dsdata.txt to determine how the superseded data were derived.
 FD1529
 FD1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5897867626(NAD 83)
 FD1529_MARKER: DS = TRIANGULATION STATION DISK
 FD1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1529
 FD1529  HISTORY     - Date     Condition        Report By
 FD1529  HISTORY     - 1953     MONUMENTED       CGS
 FD1529
 FD1529                          STATION DESCRIPTION
 FD1529
 FD1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1529'STATION IS LOCATED ON THE PROPERTY OF J P BROWN ALONG THE SOUTH SIDE
 FD1529'OF STATE HIGHWAY 48 ABOUT
 FD1529'6 MILES NORTH OF CENTERVILLE AND 1.5 MILES SOUTHEAST
 FD1529'OF NUNNELLY.  IT IS 94 FEET
 FD1529'NORTHWEST OF THE NORTHWEST CORNER OF MR
 FD1529'BROWNS HOUSE, 83 FEET EAST OF A WHITE WITNESS
 FD1529'POST, 38 FEET SOUTH OF
 FD1529'THE CENTER OF THE HIGHWAY AND 18 FEET NORTHEAST OF AN 8 INCH
 FD1529'HICKORY TREE.
 FD1529'THE MARK IS FLUSH AND THE DISK IS STAMPED NUNNELLY 1953.
 FD1529'
 FD1529'REFERENCE MARK NO 1 IS 37 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 FD1529'20 FEET NORTHEAST OF A
 FD1529'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS
 FD1529'STAMPED NUNNELLY NO 1 1953.
 FD1529'
 FD1529'REFERENCE MARK NO 2 IS 35 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2
 FD1529'FEET EAST OF A WHITE
 FD1529'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK IS
 FD1529'FLUSH AND THE DISK IS STAMPED
 FD1529'NUNNELLY NO 2 1953.
 FD1529'
 FD1529'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF HIGHWAY 48, 3 FEET
 FD1529'NORTHEAST OF A POWER POLE
 FD1529'AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 FD1529'PROJECTS ABOUT 2 INCHES AND THE
 FD1529'DISK IS STAMPED NUNNELLY 1953.
 FD1529'
 FD1529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 48,
 FD1529'ABOUT 5 MILES NORTH OF
 FD1529'CENTERVILLE, GO NORTHWEST ON HIGHWAY 48 FOR 1.7 MILES
 FD1529'TO THE STATION ON THE LEFT AS
 FD1529'DESCRIBED.  CONTINUE ON THE HIGHWAY FOR
 FD1529'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FD1529'
 FD1529'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2445 ***********************************************************************
 FE2445  DESIGNATION -  NUTBUSH
 FE2445  PID         -  FE2445
 FE2445  STATE/COUNTY-  TN/HAYWOOD
 FE2445  USGS QUAD   -  DURHAMVILLE (1981)
 FE2445
 FE2445                         *CURRENT SURVEY CONTROL
 FE2445  ___________________________________________________________________
 FE2445* NAD 83(1995)-  35 41 10.04326(N)    089 23 55.78455(W)     ADJUSTED  
 FE2445* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FE2445  ___________________________________________________________________
 FE2445  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 FE2445  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE2445
 FE2445  HORZ ORDER  -  SECOND
 FE2445
 FE2445.The horizontal coordinates were established by classical geodetic methods
 FE2445.and adjusted by the National Geodetic Survey in April 1999..
 FE2445
 FE2445.The orthometric height was scaled from a topographic map.
 FE2445
 FE2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2445
 FE2445.The geoid height was determined by GEOID03.
 FE2445
 FE2445;                    North         East     Units Scale Factor Converg.
 FE2445;SPC TN       -   155,432.182   292,415.988   MT  0.99995172   -1 59 23.3
 FE2445;SPC TN       -   509,947.08    959,368.12   sFT  0.99995172   -1 59 23.3
 FE2445;UTM  16      - 3,951,787.562   282,925.339   MT  1.00018070   -1 23 59.6
 FE2445
 FE2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2445!SPC TN       -   0.99998599  x   0.99995172  =   0.99993771
 FE2445!UTM  16      -   0.99998599  x   1.00018070  =   1.00016669
 FE2445
 FE2445|---------------------------------------------------------------------|
 FE2445| PID    Reference Object                     Distance      Geod. Az  |
 FE2445|                                                           dddmmss.s |
 FE2445| CG4690 NUTBUSH RM 1                         27.073 METERS 06754     |
 FE2445| CG4689 NUTBUSH AZ MK                                      1074340.8 |
 FE2445| FE2439 LEBANON                             APPROX. 9.7 KM 1574312.9 |
 FE2445| CG4691 NUTBUSH RM 2                         14.712 METERS 33119     |
 FE2445|---------------------------------------------------------------------|
 FE2445
 FE2445                          SUPERSEDED SURVEY CONTROL
 FE2445
 FE2445  NAD 83(1995)-  35 41 10.04904(N)    089 23 55.78596(W) AD(       ) 2
 FE2445  NAD 83(1986)-  35 41 10.05456(N)    089 23 55.78558(W) AD(       ) 2
 FE2445  NAD 27      -  35 41 09.77500(N)    089 23 55.52900(W) AD(       ) 2
 FE2445
 FE2445.Superseded values are not recommended for survey control.
 FE2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2445.See file dsdata.txt to determine how the superseded data were derived.
 FE2445
 FE2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8292551788(NAD 83)
 FE2445_MARKER: DS = TRIANGULATION STATION DISK
 FE2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2445
 FE2445  HISTORY     - Date     Condition        Report By
 FE2445  HISTORY     - 1958     MONUMENTED       CGS
 FE2445  HISTORY     - 1972     GOOD             NGS
 FE2445  HISTORY     - 1972     GOOD             LOCSUR
 FE2445
 FE2445                          STATION DESCRIPTION
 FE2445
 FE2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2445'THE STATION IS ABOUT 6 MILES SOUTHEAST OF RIPLEY, ABOUT 10 MILES
 FE2445'NORTHWEST OF BROWNSVILLE AND IS ON A NORTH-SOUTH RIDGE SOUTH
 FE2445'OF A FRAME BARN ON THE PROPERTY OF MR. H.B. WILLIS.  IT IS 2 FEET
 FE2445'NORTH OF A FENCE, 7 FEET NORTHEAST OF A WHITE WITNESS POST, 70
 FE2445'FEET SOUTH OF THE SOUTHEAST CORNER OF THE FRAME BARN, 15 FEET
 FE2445'NORTHEAST OF A T-FENCE CORNER AND 15 FEET WEST OF A WEST GATE POST.
 FE2445'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NUTBUSH 1958.
 FE2445'
 FE2445'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN
 FE2445'BROWNSVILLE, GO WEST ON U.S. HIGHWAYS 70 AND 79, STATE HIGHWAYS
 FE2445'19 AND 54 FOR 0.45 MILE TO WHERE U.S. HIGHWAY 70 AND 79 TURNS LEFT.
 FE2445'CONTINUE WEST ON HIGHWAY 19 AND 54 FOR 0.35 MILE TO A Y-FORK.
 FE2445'KEEP RIGHT FORK AND GO NORTHWEST ON HIGHWAY 19 FOR 3.75 MILES TO A
 FE2445'CONCRETE BRIDGE.  CONTINUE NORTHWEST ON HIGHWAY 19 FOR 5.25 MILES
 FE2445'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST ON HIGHWAY 19
 FE2445'FOR 0.1 MILE TO A WIRE GATE ON THE LEFT, JUST SOUTH OF A LOADING
 FE2445'CHUTE.  TURN LEFT AND PASS THROUGH THE WIRE GATE AND GO WESTERLY
 FE2445'ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.05 MILE TO
 FE2445'ANOTHER WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH THE WIRE GATE.
 FE2445'TURN LEFT AND GO WESTERLY ALONG THE NORTH SIDE OF THE EAST-WEST FENCE
 FE2445'LINE FOR ABOUT 150 FEET TO THE STATION.
 FE2445'
 FE2445'REFERENCE MARK 1 IS SET ON THE EAST SLOPE OF THE NORTH-SOUTH RIDGE,
 FE2445'80 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FRAME BARN AND 96 FEET
 FE2445'NORTHEAST OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 FE2445'DISK IS STAMPED NUTBUSH NO 1 1958.
 FE2445'
 FE2445'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 48 FEET NORTHWEST OF THE
 FE2445'WHITE WITNESS POST, 48 FEET NORTHWEST OF A T-FENCE CORNER AND 22
 FE2445'FEET SOUTH OF THE SOUTHWEST CORNER OF THE FRAME BARN.  THE MONUMENT
 FE2445'IS FLUSH AND THE DISK IS STAMPED NUTBUSH NO 2 1958.
 FE2445'
 FE2445'THE AZIMUTH MARK IS 37 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2445'19, 2 FEET NORTHWEST OF A WHITE WITNESS POST, 15 FEET SOUTHEAST OF A
 FE2445'FENCE CORNER AND 6 INCHES WEST OF A FENCE.  THE MONUMENT IS FLUSH AND
 FE2445'THE DISK IS STAMPED NUTBUSH 1958.
 FE2445'
 FE2445'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2445
 FE2445                          STATION RECOVERY (1972)
 FE2445
 FE2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2445'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FE2445'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE CONCRETE MONUMENT
 FE2445'FOR THE AZIMUTH MARK WAS FOUND COMPLETELY UPROOTED AND THE DISK WAS
 FE2445'RECOVERED.
 FE2445'
 FE2445'MRS. H. B. WILLIS WHO NOW OWNS THE PROPERTY IS NOW ANILE AND DID
 FE2445'NOT WANT ANY CLEARING DONE OR WITNESS POST SET AT THE STATION.  SHE
 FE2445'DID CONSENT TO MY VISITING THE SITE TO VERIFY THAT THE STATION AND
 FE2445'MARKS WERE THERE.  THE ORIGINAL DESCRIPTIVE MEASUREMENTS ARE STILL
 FE2445'BASICALLY CORRECT, ALTHOUGH THE AREA IS NOW OVERGROWN WITH BRUSH
 FE2445'AND BRIARS, AND THE OLD BUILDINGS ARE DECREPIT FROM NEGLECT.  THE
 FE2445'ORIGINAL STATION TO-REACH IS STILL ADEQUATE FOR DETERMINING
 FE2445'THE STATIONS LOCATION.  WHEN HER SON CAN BE REACHED AN ATTEMPT
 FE2445'WILL AGAIN BE MADE TO UPDATE THE DESCRIPTION AND VERIFY
 FE2445'MEASUREMENTS, WHICH WILL REQUIRE CONSIDERABLE CLEARING.
 FE2445'
 FE2445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FE2445'SOUTHEAST OF RIPLEY.
 FE2445
 FE2445                          STATION RECOVERY (1972)
 FE2445
 FE2445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (FWC)
 FE2445'NUTBUSH 1958 AZIMUTH MARK WASHED OUT OF THE GROUND.
 FE2445'
 FE2445'NUTBUSH RECOVERED GOOD CONDITION.
 FE2445'
 FE2445'DESCRIPTION IS GOOD AS IS.
 FE2445'
 FE2445'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SE OF REPLY AND
 FE2445'10 MILES NW OF BROWNSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0520 ***********************************************************************
 GB0520  DESIGNATION -  O
 GB0520  PID         -  GB0520
 GB0520  STATE/COUNTY-  TN/ROANE
 GB0520  USGS QUAD   -  WINDROCK (1975)
 GB0520
 GB0520                         *CURRENT SURVEY CONTROL
 GB0520  ___________________________________________________________________
 GB0520* NAD 83(1986)-  36 02 44.     (N)    084 20 40.     (W)     SCALED    
 GB0520* NAVD 88     -       238.874  (meters)     783.71   (feet)  ADJUSTED  
 GB0520  ___________________________________________________________________
 GB0520  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB0520  DYNAMIC HT  -         238.657 (meters)     782.99  (feet)  COMP
 GB0520  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0520
 GB0520  VERT ORDER  -  FIRST     CLASS I
 GB0520
 GB0520.The horizontal coordinates were scaled from a topographic map and have
 GB0520.an estimated accuracy of +/- 6 seconds.
 GB0520
 GB0520.The orthometric height was determined by differential leveling
 GB0520.and adjusted by the National Geodetic Survey in June 1991..
 GB0520
 GB0520.The geoid height was determined by GEOID03.
 GB0520
 GB0520.The dynamic height is computed by dividing the NAVD 88
 GB0520.geopotential number by the normal gravity value computed on the
 GB0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0520.degrees latitude (g = 980.6199 gals.).
 GB0520
 GB0520.The modeled gravity was interpolated from observed gravity values.
 GB0520
 GB0520;                    North         East    Units  Estimated Accuracy
 GB0520;SPC TN       -   191,230.      749,170.      MT  (+/- 180 meters Scaled)
 GB0520
 GB0520                          SUPERSEDED SURVEY CONTROL
 GB0520
 GB0520  NGVD 29 (??/??/92)  239.001  (m)          784.12   (f) ADJ UNCH    1 1
 GB0520
 GB0520.Superseded values are not recommended for survey control.
 GB0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0520.See file dsdata.txt to determine how the superseded data were derived.
 GB0520
 GB0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE392922(NAD 83)
 GB0520_MARKER: H = DRILL HOLE
 GB0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0520_SP_SET: STONE POST
 GB0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0520+STABILITY: SURFACE MOTION
 GB0520
 GB0520  HISTORY     - Date     Condition        Report By
 GB0520  HISTORY     - UNK      MONUMENTED       CGS
 GB0520  HISTORY     - 1967     GOOD             NGS
 GB0520
 GB0520                          STATION DESCRIPTION
 GB0520
 GB0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0520'AT OLIVER SPRINGS.
 GB0520'AT OLIVER SPRINGS, ALONG THE SOUTHERN RAILWAY, 44 FEET WEST
 GB0520'OF THE SOUTHWEST CORNER OF THE CONCRETE LOADING PLATFORM ALONG
 GB0520'THE NORTH SIDE OF THE SOUTHERN RAILWAY STATION, 26.9 FEET
 GB0520'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 9 FEET WEST OF
 GB0520'THE EAST END OF A 1 1/2-FOOT HIGH CONCRETE BLOCK RETAINING
 GB0520'WALL, 1.6 FEET SOUTH OF THE SOUTH FACE OF THE WALL, 1.2 FEET
 GB0520'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 GB0520'A 1-INCH SQUARE HOLE SURROUNDED BY THE LETTERS U S B M CUT IN
 GB0520'THE TOP OF A STONE POST 1 1/2 FEET BELOW THE SURFACE OF THE
 GB0520'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1059 ***********************************************************************
 FC1059  DESIGNATION -  O 2
 FC1059  PID         -  FC1059
 FC1059  STATE/COUNTY-  TN/RHEA
 FC1059  USGS QUAD   -  GRAYSVILLE (1990)
 FC1059
 FC1059                         *CURRENT SURVEY CONTROL
 FC1059  ___________________________________________________________________
 FC1059* NAD 83(1986)-  35 29 40.     (N)    085 00 46.     (W)     SCALED    
 FC1059* NAVD 88     -       215.426  (meters)     706.78   (feet)  ADJUSTED  
 FC1059  ___________________________________________________________________
 FC1059  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1059  DYNAMIC HT  -         215.221 (meters)     706.10  (feet)  COMP
 FC1059  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FC1059
 FC1059  VERT ORDER  -  FIRST     CLASS II
 FC1059
 FC1059.The horizontal coordinates were scaled from a topographic map and have
 FC1059.an estimated accuracy of +/- 6 seconds.
 FC1059
 FC1059.The orthometric height was determined by differential leveling
 FC1059.and adjusted by the National Geodetic Survey in June 1991..
 FC1059
 FC1059.The geoid height was determined by GEOID03.
 FC1059
 FC1059.The dynamic height is computed by dividing the NAVD 88
 FC1059.geopotential number by the normal gravity value computed on the
 FC1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1059.degrees latitude (g = 980.6199 gals.).
 FC1059
 FC1059.The modeled gravity was interpolated from observed gravity values.
 FC1059
 FC1059;                    North         East    Units  Estimated Accuracy
 FC1059;SPC TN       -   129,280.      689,570.      MT  (+/- 180 meters Scaled)
 FC1059
 FC1059                          SUPERSEDED SURVEY CONTROL
 FC1059
 FC1059  NGVD 29 (??/??/92)  215.503  (m)          707.03   (f) ADJ UNCH    1 2
 FC1059
 FC1059.Superseded values are not recommended for survey control.
 FC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1059.See file dsdata.txt to determine how the superseded data were derived.
 FC1059
 FC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE802296(NAD 83)
 FC1059_MARKER: B = BOLT
 FC1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1059_SP_SET: TABLE
 FC1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1059
 FC1059  HISTORY     - Date     Condition        Report By
 FC1059  HISTORY     - UNK      MONUMENTED       CGS
 FC1059  HISTORY     - 1950     GOOD             NGS
 FC1059  HISTORY     - 1972     GOOD             TVA
 FC1059
 FC1059                          STATION DESCRIPTION
 FC1059
 FC1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1059'AT DAYTON.
 FC1059'AT DAYTON, A BRASS BOLT LEADED IN THE VERTICAL FACE OF THE
 FC1059'SANDSTONE WATER TABLE AT THE WEST CORNER OF THE COUNTY COURT
 FC1059'HOUSE, 1.4 FEET SOUTHEAST OF THE WEST CORNER OF THE COURT
 FC1059'HOUSE AND ABOUT 4 FEET ABOVE THE GROUND.
 FC1059'(*)LETTERS - USC AND GS CARVED IN STONE.
 FC1059
 FC1059                          STATION RECOVERY (1972)
 FC1059
 FC1059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1116 ***********************************************************************
 GC1116  DESIGNATION -  O 8
 GC1116  PID         -  GC1116
 GC1116  STATE/COUNTY-  TN/MONTGOMERY
 GC1116  USGS QUAD   -  OAK GROVE (1982)
 GC1116
 GC1116                         *CURRENT SURVEY CONTROL
 GC1116  ___________________________________________________________________
 GC1116* NAD 83(1986)-  36 38 27.     (N)    087 25 34.     (W)     SCALED    
 GC1116* NAVD 88     -       169.683  (meters)     556.70   (feet)  ADJUSTED  
 GC1116  ___________________________________________________________________
 GC1116  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1116  DYNAMIC HT  -         169.543 (meters)     556.24  (feet)  COMP
 GC1116  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GC1116
 GC1116  VERT ORDER  -  FIRST     CLASS II
 GC1116
 GC1116.The horizontal coordinates were scaled from a topographic map and have
 GC1116.an estimated accuracy of +/- 6 seconds.
 GC1116
 GC1116.The orthometric height was determined by differential leveling
 GC1116.and adjusted by the National Geodetic Survey in June 1991..
 GC1116
 GC1116.The geoid height was determined by GEOID03.
 GC1116
 GC1116.The dynamic height is computed by dividing the NAVD 88
 GC1116.geopotential number by the normal gravity value computed on the
 GC1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1116.degrees latitude (g = 980.6199 gals.).
 GC1116
 GC1116.The modeled gravity was interpolated from observed gravity values.
 GC1116
 GC1116;                    North         East    Units  Estimated Accuracy
 GC1116;SPC TN       -   256,950.      472,460.      MT  (+/- 180 meters Scaled)
 GC1116
 GC1116                          SUPERSEDED SURVEY CONTROL
 GC1116
 GC1116  NGVD 29 (??/??/92)  169.728  (m)          556.85   (f) ADJ UNCH    1 2
 GC1116
 GC1116.Superseded values are not recommended for survey control.
 GC1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1116.See file dsdata.txt to determine how the superseded data were derived.
 GC1116
 GC1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF619551(NAD 83)
 GC1116_MARKER: DB = BENCH MARK DISK
 GC1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1116_STAMPING: O 8 1921
 GC1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1116+STABILITY: SURFACE MOTION
 GC1116
 GC1116  HISTORY     - Date     Condition        Report By
 GC1116  HISTORY     - 1921     MONUMENTED       CGS
 GC1116  HISTORY     - 1949     GOOD             NGS
 GC1116  HISTORY     - 1968     GOOD             NGS
 GC1116
 GC1116                          STATION DESCRIPTION
 GC1116
 GC1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1116'12.6 MI N FROM CLARKSVILLE.
 GC1116'12.6 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1116'STATION AT CLARKSVILLE, AT THE CROSSING OF AN EAST-WEST GRAVEL
 GC1116'ROAD AND THE KENTUCKY-TENNESSEE STATE LINE, 47 FEET EAST OF THE
 GC1116'EAST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 GC1116'SOUTHWEST OF THE STATE LINE SIGN, 5.3 FEET SOUTHEAST OF THE
 GC1116'MONTGOMERY-CHRISTIAN COUNTY LINE SIGN, 3.5 FEET WEST-SOUTHWEST
 GC1116'OF A FENCE CORNER, 7 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT EAST
 GC1116'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET
 GC1116'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- MARK
 GC1116'WAS ORIGINALLY SHOWN AS BEING IN KENTUCKY BUT SINCE MARK IS SOUTH
 GC1116'OF BOTH COUNTY AND STATE LINE SIGNS IT IS ASSUMED THAT MARK
 GC1116'IS ACTUALLY IN TENNESSEE.
 GC1116
 GC1116                          STATION RECOVERY (1968)
 GC1116
 GC1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0501 ***********************************************************************
 FF0501  DESIGNATION -  O PARK
 FF0501  PID         -  FF0501
 FF0501  STATE/COUNTY-  TN/SHELBY
 FF0501  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0501
 FF0501                         *CURRENT SURVEY CONTROL
 FF0501  ___________________________________________________________________
 FF0501* NAD 83(1995)-  35 08 59.24981(N)    090 01 13.42414(W)     ADJUSTED  
 FF0501* NAVD 88     -        81.606  (meters)     267.74   (feet)  ADJUSTED  
 FF0501  ___________________________________________________________________
 FF0501  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FF0501  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0501  DYNAMIC HT  -          81.532 (meters)     267.49  (feet)  COMP
 FF0501  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FF0501
 FF0501  HORZ ORDER  -  THIRD
 FF0501  VERT ORDER  -  SECOND    CLASS 0
 FF0501
 FF0501.The horizontal coordinates were established by classical geodetic methods
 FF0501.and adjusted by the National Geodetic Survey in April 1999..
 FF0501
 FF0501.The orthometric height was determined by differential leveling
 FF0501.and adjusted by the National Geodetic Survey in June 1991..
 FF0501
 FF0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0501
 FF0501.The geoid height was determined by GEOID03.
 FF0501
 FF0501.The dynamic height is computed by dividing the NAVD 88
 FF0501.geopotential number by the normal gravity value computed on the
 FF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0501.degrees latitude (g = 980.6199 gals.).
 FF0501
 FF0501.The modeled gravity was interpolated from observed gravity values.
 FF0501
 FF0501;                    North         East     Units Scale Factor Converg.
 FF0501;SPC TN       -    98,110.663   233,751.529   MT  1.00001920   -2 21 13.3
 FF0501;SPC TN       -   321,884.73    766,899.81   sFT  1.00001920   -2 21 13.3
 FF0501;SPC AR N     -    92,392.357   580,365.964   MT  0.99996450   +1 09 06.9
 FF0501;SPC AR N     -   303,123.92  1,904,084.00   sFT  0.99996450   +1 09 06.9
 FF0501;UTM  15      - 3,893,720.123   771,438.993   MT  1.00050814   +1 42 59.2
 FF0501;UTM  16      - 3,893,832.279   224,843.810   MT  1.00053318   -1 44 23.9
 FF0501
 FF0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0501!SPC TN       -   0.99999147  x   1.00001920  =   1.00001067
 FF0501!SPC AR N     -   0.99999147  x   0.99996450  =   0.99995598
 FF0501!UTM  15      -   0.99999147  x   1.00050814  =   1.00049961
 FF0501!UTM  16      -   0.99999147  x   1.00053318  =   1.00052465
 FF0501
 FF0501|---------------------------------------------------------------------|
 FF0501| PID    Reference Object                     Distance      Geod. Az  |
 FF0501|                                                           dddmmss.s |
 FF0501| FF0407 AUTUMN                              246.676 METERS 01046     |
 FF0501| FF0503 O PARK RM 3                          30.501 METERS 04913     |
 FF0501| FF1973 METHODIST                           APPROX. 1.5 KM 1743937.3 |
 FF0501| FF0499 O PARK RM 1                          83.470 METERS 17500     |
 FF0501| FF0502 O PARK RM 2                          30.026 METERS 32450     |
 FF0501|---------------------------------------------------------------------|
 FF0501
 FF0501                          SUPERSEDED SURVEY CONTROL
 FF0501
 FF0501  NAD 83(1995)-  35 08 59.25217(N)    090 01 13.42367(W) AD(       ) 3
 FF0501  NAD 83(1995)-  35 08 59.25544(N)    090 01 13.42358(W) AD(       ) 3
 FF0501  NAD 83(1986)-  35 08 59.26025(N)    090 01 13.42515(W) AD(       ) 3
 FF0501  NAD 27      -  35 08 58.93630(N)    090 01 13.09860(W) AD(       ) 3
 FF0501  NGVD 29 (??/??/??)   81.577  (m)          267.64   (f) ADJUSTED    2 0
 FF0501
 FF0501.Superseded values are not recommended for survey control.
 FF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0501.See file dsdata.txt to determine how the superseded data were derived.
 FF0501
 FF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7143993720(NAD 83)
 FF0501_MARKER: DE = TRAVERSE STATION DISK
 FF0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0501_STAMPING: O PARK 1959
 FF0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0501+STABILITY: SURFACE MOTION
 FF0501
 FF0501  HISTORY     - Date     Condition        Report By
 FF0501  HISTORY     - 1959     MONUMENTED       CGS
 FF0501  HISTORY     - 1959     GOOD             CGS
 FF0501  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0501
 FF0501                          STATION DESCRIPTION
 FF0501
 FF0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0501'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF DOWNTOWN
 FF0501'MEMPHIS, 75 FEET SOUTH WEST OF THE INTERSECTION OF OVERTON
 FF0501'PARK AVE. AND NORTH BELLEVUE BLVD. AND 50 FEET SOUTH OF
 FF0501'OVERTON PARK AVE.  THE MARK IS A STANDARD TRAVERSE DISK
 FF0501'SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 FF0501'OF THE GROUND AND IS STAMPED O PARK 1959.
 FF0501'
 FF0501'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT
 FF0501'30 INCHES BELOW THE THE SURFACE OF THE GROUND AND IS STAMPED
 FF0501'O PARK 1959.
 FF0501'
 FF0501'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF0501'
 FF0501'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF A POWERLINE POLE,
 FF0501'15 FEET EAST OF NORTH BELLEVUE BLVD. AND 1 FOOT SOUTHWEST
 FF0501'OF A LARGE OAK TREE.  THE MARK IS A STANDARD REFERENCE MARK
 FF0501'DISK CEMENTED IN A DRILL HOLE IN THE CURB, SET FLUSH WITH THE
 FF0501'CURB AND IS STAMPED O PARK NO 1 1959.
 FF0501'
 FF0501'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF A BRICK HOUSE AND
 FF0501'40 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK IS A STANDARD
 FF0501'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTH
 FF0501'CURB OF THE ISLAND ON OVERTON PARK AVE., SET FLUSH WITH THE
 FF0501'CURB AND IS STAMPED O PARK NO 2 1959.
 FF0501'
 FF0501'REFERENCE MARK NO. 3 IS 35 FEET EAST OF THE INTERSECTION OF
 FF0501'OVERTON PARK AVE. AND NORTH BELLEVUE BLVD. AND 15 FEET WEST
 FF0501'OF THE WEST END OF THE TRAFFIC ISLAND.  THE MARK IS A STANDARD
 FF0501'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE PAVEMENT,
 FF0501'SET FLUSH WITH THE PAVEMENT AND IS STAMPED O PARK NO 3 1959.
 FF0501'
 FF0501'TRAVERSE STATION AUTUMN WILL SERVE AS THE AZIMUTH MARK.
 FF0501'
 FF0501'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF0501
 FF0501                          STATION RECOVERY (1959)
 FF0501
 FF0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0501'IN MEMPHIS.
 FF0501'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 FF0501'WITH THE GROUND AND IS LOCATED 50 FEET SOUTH OF OVERTON PARK
 FF0501'BLVD., 75 FEET SOUTHWEST OF THE INTERSECTION OF OVERTON PARK BLVD.
 FF0501'AND NORTH BELLEVUE AVE.  IT IS 1.0 MILE EAST OF STATION WINCHESTER.
 FF0501
 FF0501                          STATION RECOVERY (1995)
 FF0501
 FF0501'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0499 ***********************************************************************
 FF0499  DESIGNATION -  O PARK RM 1
 FF0499  PID         -  FF0499
 FF0499  STATE/COUNTY-  TN/SHELBY
 FF0499  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0499
 FF0499                         *CURRENT SURVEY CONTROL
 FF0499  ___________________________________________________________________
 FF0499* NAD 83(1995)-  35 08 56.55157(N)    090 01 13.13704(W)     ADJUSTED  
 FF0499* NAVD 88     -        81.271  (meters)     266.64   (feet)  ADJUSTED  
 FF0499  ___________________________________________________________________
 FF0499  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF0499  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0499  DYNAMIC HT  -          81.197 (meters)     266.39  (feet)  COMP
 FF0499  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FF0499
 FF0499  HORZ ORDER  -  SECOND
 FF0499  VERT ORDER  -  SECOND    CLASS 0
 FF0499
 FF0499.The horizontal coordinates were established by classical geodetic methods
 FF0499.and adjusted by the National Geodetic Survey in April 1999..
 FF0499
 FF0499.The orthometric height was determined by differential leveling
 FF0499.and adjusted by the National Geodetic Survey in June 1991..
 FF0499
 FF0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0499
 FF0499.The geoid height was determined by GEOID03.
 FF0499
 FF0499.The dynamic height is computed by dividing the NAVD 88
 FF0499.geopotential number by the normal gravity value computed on the
 FF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0499.degrees latitude (g = 980.6199 gals.).
 FF0499
 FF0499.The modeled gravity was interpolated from observed gravity values.
 FF0499
 FF0499;                    North         East     Units Scale Factor Converg.
 FF0499;SPC TN       -    98,027.279   233,755.375   MT  1.00001935   -2 21 13.1
 FF0499;SPC TN       -   321,611.16    766,912.43   sFT  1.00001935   -2 21 13.1
 FF0499;SPC AR N     -    92,309.370   580,374.901   MT  0.99996460   +1 09 07.1
 FF0499;SPC AR N     -   302,851.66  1,904,113.32   sFT  0.99996460   +1 09 07.1
 FF0499;UTM  15      - 3,893,637.182   771,448.752   MT  1.00050820   +1 42 59.3
 FF0499;UTM  16      - 3,893,748.899   224,848.551   MT  1.00053315   -1 44 23.7
 FF0499
 FF0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0499!SPC TN       -   0.99999153  x   1.00001935  =   1.00001088
 FF0499!SPC AR N     -   0.99999153  x   0.99996460  =   0.99995613
 FF0499!UTM  15      -   0.99999153  x   1.00050820  =   1.00049972
 FF0499!UTM  16      -   0.99999153  x   1.00053315  =   1.00052467
 FF0499
 FF0499                          SUPERSEDED SURVEY CONTROL
 FF0499
 FF0499  NAD 83(1995)-  35 08 56.55393(N)    090 01 13.13657(W) AD(       ) 2
 FF0499  NAD 83(1995)-  35 08 56.55710(N)    090 01 13.13664(W) AD(       ) 2
 FF0499  NAD 83(1986)-  35 08 56.56201(N)    090 01 13.13805(W) AD(       ) 2
 FF0499  NAD 27      -  35 08 56.23890(N)    090 01 12.81160(W) AD(       ) 2
 FF0499  NGVD 29 (??/??/??)   81.242  (m)          266.54   (f) ADJUSTED    2 0
 FF0499
 FF0499.Superseded values are not recommended for survey control.
 FF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0499.See file dsdata.txt to determine how the superseded data were derived.
 FF0499
 FF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7144993637(NAD 83)
 FF0499_MARKER: DR = REFERENCE MARK DISK
 FF0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0499_SP_SET: CURB
 FF0499_STAMPING: O PARK NO 1 1959
 FF0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0499
 FF0499  HISTORY     - Date     Condition        Report By
 FF0499  HISTORY     - 1959     MONUMENTED       CGS
 FF0499  HISTORY     - 1959     GOOD             CGS
 FF0499  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0499
 FF0499                          STATION DESCRIPTION
 FF0499
 FF0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0499'SEE STATION O PARK
 FF0499
 FF0499                          STATION RECOVERY (1959)
 FF0499
 FF0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0499'IN MEMPHIS.
 FF0499'THE MARK IS LOCATED AT THE O PARK 1959 STATION SITE, SET IN A DRILL
 FF0499'HOLE IN THE CURB WHICH IS FLUSH WITH THE CURB.  IT IS 273.7 FEET
 FF0499'SOUTH OF THE STATION MARK, 35 FEET NORTH OF A POWER LINE POLE,
 FF0499'15 FEET EAST OF NORTH BELLEVUE BLVD. AND 1 FOOR SOUTHWEST OF A
 FF0499'LARGE OAK TREE.  IT IS 1.0 MILE EAST OF STATION WINCHESTER.
 FF0499
 FF0499                          STATION RECOVERY (1995)
 FF0499
 FF0499'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0502 ***********************************************************************
 FF0502  DESIGNATION -  O PARK RM 2
 FF0502  PID         -  FF0502
 FF0502  STATE/COUNTY-  TN/SHELBY
 FF0502  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0502
 FF0502                         *CURRENT SURVEY CONTROL
 FF0502  ___________________________________________________________________
 FF0502* NAD 83(1986)-  35 08 59.     (N)    090 01 14.     (W)     SCALED    
 FF0502* NAVD 88     -        81.134  (meters)     266.19   (feet)  ADJUSTED  
 FF0502  ___________________________________________________________________
 FF0502  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0502  DYNAMIC HT  -          81.060 (meters)     265.94  (feet)  COMP
 FF0502  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FF0502
 FF0502  VERT ORDER  -  SECOND    CLASS 0
 FF0502
 FF0502.The horizontal coordinates were scaled from a topographic map and have
 FF0502.an estimated accuracy of +/- 6 seconds.
 FF0502
 FF0502.The orthometric height was determined by differential leveling
 FF0502.and adjusted by the National Geodetic Survey in June 1991..
 FF0502
 FF0502.The geoid height was determined by GEOID03.
 FF0502
 FF0502.The dynamic height is computed by dividing the NAVD 88
 FF0502.geopotential number by the normal gravity value computed on the
 FF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0502.degrees latitude (g = 980.6199 gals.).
 FF0502
 FF0502.The modeled gravity was interpolated from observed gravity values.
 FF0502
 FF0502;                    North         East    Units  Estimated Accuracy
 FF0502;SPC TN       -    98,100.      233,740.      MT  (+/- 180 meters Scaled)
 FF0502
 FF0502                          SUPERSEDED SURVEY CONTROL
 FF0502
 FF0502  NGVD 29 (??/??/??)   81.105  (m)          266.09   (f) ADJUSTED    2 0
 FF0502
 FF0502.Superseded values are not recommended for survey control.
 FF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0502.See file dsdata.txt to determine how the superseded data were derived.
 FF0502
 FF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU714937(NAD 83)
 FF0502_MARKER: DR = REFERENCE MARK DISK
 FF0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0502_SP_SET: CURB
 FF0502_STAMPING: O PARK NO 2 1959
 FF0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0502
 FF0502  HISTORY     - Date     Condition        Report By
 FF0502  HISTORY     - 1959     MONUMENTED       CGS
 FF0502  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0502
 FF0502                          STATION DESCRIPTION
 FF0502
 FF0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0502'IN MEMPHIS.
 FF0502'THE MARK IS LOCATED AT THE O PARK 1959 STATION SITE, CEMENTED IN
 FF0502'A DRILL HOLE IN THE SOUTH CURB OF THE ISLAND ON OVERTON PARK
 FF0502'BLVD., 98.5 FEET NORTH-NORTHWEST OF THE STATION MARK, 60 FEET SOUTH
 FF0502'OF A BRICK HOUSE, 40 FEET SOUTHEAST OF A POWER LINE POLE.
 FF0502
 FF0502                          STATION RECOVERY (1995)
 FF0502
 FF0502'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0503 ***********************************************************************
 FF0503  DESIGNATION -  O PARK RM 3
 FF0503  PID         -  FF0503
 FF0503  STATE/COUNTY-  TN/SHELBY
 FF0503  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0503
 FF0503                         *CURRENT SURVEY CONTROL
 FF0503  ___________________________________________________________________
 FF0503* NAD 83(1995)-  35 08 59.89633(N)    090 01 12.51174(W)     ADJUSTED  
 FF0503* NAVD 88     -        81.150  (meters)     266.24   (feet)  ADJUSTED  
 FF0503  ___________________________________________________________________
 FF0503  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FF0503  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0503  DYNAMIC HT  -          81.076 (meters)     266.00  (feet)  COMP
 FF0503  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FF0503
 FF0503  HORZ ORDER  -  SECOND
 FF0503  VERT ORDER  -  SECOND    CLASS 0
 FF0503
 FF0503.The horizontal coordinates were established by classical geodetic methods
 FF0503.and adjusted by the National Geodetic Survey in April 1999..
 FF0503
 FF0503.The orthometric height was determined by differential leveling
 FF0503.and adjusted by the National Geodetic Survey in June 1991..
 FF0503
 FF0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0503
 FF0503.The geoid height was determined by GEOID03.
 FF0503
 FF0503.The dynamic height is computed by dividing the NAVD 88
 FF0503.geopotential number by the normal gravity value computed on the
 FF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0503.degrees latitude (g = 980.6199 gals.).
 FF0503
 FF0503.The modeled gravity was interpolated from observed gravity values.
 FF0503
 FF0503;                    North         East     Units Scale Factor Converg.
 FF0503;SPC TN       -    98,129.622   233,775.422   MT  1.00001916   -2 21 12.8
 FF0503;SPC TN       -   321,946.93    766,978.20   sFT  1.00001916   -2 21 12.8
 FF0503;SPC AR N     -    92,412.741   580,388.652   MT  0.99996448   +1 09 07.5
 FF0503;SPC AR N     -   303,190.80  1,904,158.44   sFT  0.99996448   +1 09 07.5
 FF0503;UTM  15      - 3,893,740.740   771,461.491   MT  1.00050829   +1 42 59.8
 FF0503;UTM  16      - 3,893,851.503   224,867.511   MT  1.00053302   -1 44 23.4
 FF0503
 FF0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0503!SPC TN       -   0.99999155  x   1.00001916  =   1.00001071
 FF0503!SPC AR N     -   0.99999155  x   0.99996448  =   0.99995603
 FF0503!UTM  15      -   0.99999155  x   1.00050829  =   1.00049983
 FF0503!UTM  16      -   0.99999155  x   1.00053302  =   1.00052456
 FF0503
 FF0503                          SUPERSEDED SURVEY CONTROL
 FF0503
 FF0503  NAD 83(1995)-  35 08 59.89869(N)    090 01 12.51127(W) AD(       ) 2
 FF0503  NAD 83(1995)-  35 08 59.90186(N)    090 01 12.51191(W) AD(       ) 2
 FF0503  NAD 83(1986)-  35 08 59.90676(N)    090 01 12.51275(W) AD(       ) 2
 FF0503  NAD 27      -  35 08 59.58240(N)    090 01 12.18690(W) AD(       ) 2
 FF0503  NGVD 29 (??/??/??)   81.121  (m)          266.14   (f) ADJUSTED    2 0
 FF0503
 FF0503.Superseded values are not recommended for survey control.
 FF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0503.See file dsdata.txt to determine how the superseded data were derived.
 FF0503
 FF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7146193741(NAD 83)
 FF0503_MARKER: DR = REFERENCE MARK DISK
 FF0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0503_SP_SET: SIDEWALK
 FF0503_STAMPING: O PARK NO 3 1959
 FF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0503
 FF0503  HISTORY     - Date     Condition        Report By
 FF0503  HISTORY     - 1959     MONUMENTED       CGS
 FF0503  HISTORY     - 1959     GOOD             CGS
 FF0503  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0503
 FF0503                          STATION DESCRIPTION
 FF0503
 FF0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0503'SEE STATION O PARK
 FF0503
 FF0503                          STATION RECOVERY (1959)
 FF0503
 FF0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0503'IN MEMPHIS.
 FF0503'IT IS LOCATED AT THE STATION SITE, CEMENTED IN A DRILL HOLE IN
 FF0503'THE PAVEMENT WHICH IS FLUSH WITH THE PAVEMENT, 15 FEET WEST OF THE
 FF0503'WEST END OF THE TRAFFIC ISLAND, 35 FEET EAST OF THE INTERSECTION
 FF0503'OF OVERTON PARK AVE, 100 FEET NORTHEAST OF THE STATION MARK.
 FF0503
 FF0503                          STATION RECOVERY (1995)
 FF0503
 FF0503'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0259 ***********************************************************************
 FC0259  DESIGNATION -  OAK
 FC0259  PID         -  FC0259
 FC0259  STATE/COUNTY-  TN/LOUDON
 FC0259  USGS QUAD   -  LENOIR CITY (1986)
 FC0259
 FC0259                         *CURRENT SURVEY CONTROL
 FC0259  ___________________________________________________________________
 FC0259* NAD 83(1995)-  35 48 07.16143(N)    084 18 53.29041(W)     ADJUSTED  
 FC0259* NAVD 88     -       272.523  (meters)     894.10   (feet)  ADJUSTED  
 FC0259  ___________________________________________________________________
 FC0259  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FC0259  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0259  DYNAMIC HT  -         272.264 (meters)     893.25  (feet)  COMP
 FC0259  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC0259
 FC0259  HORZ ORDER  -  SECOND
 FC0259  VERT ORDER  -  SECOND    CLASS 0
 FC0259
 FC0259.The horizontal coordinates were established by classical geodetic methods
 FC0259.and adjusted by the National Geodetic Survey in April 1999..
 FC0259
 FC0259.The orthometric height was determined by differential leveling
 FC0259.and adjusted by the National Geodetic Survey in June 1991..
 FC0259
 FC0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0259
 FC0259.The geoid height was determined by GEOID03.
 FC0259
 FC0259.The dynamic height is computed by dividing the NAVD 88
 FC0259.geopotential number by the normal gravity value computed on the
 FC0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0259.degrees latitude (g = 980.6199 gals.).
 FC0259
 FC0259.The modeled gravity was interpolated from observed gravity values.
 FC0259
 FC0259;                    North         East     Units Scale Factor Converg.
 FC0259;SPC TN       -   164,257.171   752,307.151   MT  0.99994856   +0 59 11.7
 FC0259;SPC TN       -   538,900.40  2,468,194.38   sFT  0.99994856   +0 59 11.7
 FC0259;UTM  16      - 3,965,314.057   742,642.242   MT  1.00032555   +1 34 17.6
 FC0259
 FC0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0259!SPC TN       -   0.99996204  x   0.99994856  =   0.99991060
 FC0259!UTM  16      -   0.99996204  x   1.00032555  =   1.00028757
 FC0259
 FC0259|---------------------------------------------------------------------|
 FC0259| PID    Reference Object                     Distance      Geod. Az  |
 FC0259|                                                           dddmmss.s |
 FC0259| FC0257 OAK RM 1                             15.194 METERS 03657     |
 FC0259| FC0260 OAK AZ MK                                          2635205.9 |
 FC0259| FC0258 OAK RM 2                              8.858 METERS 30129     |
 FC0259|---------------------------------------------------------------------|
 FC0259
 FC0259                          SUPERSEDED SURVEY CONTROL
 FC0259
 FC0259  NAD 83(1995)-  35 48 07.16866(N)    084 18 53.28947(W) AD(       ) 2
 FC0259  NAD 83(1986)-  35 48 07.17423(N)    084 18 53.28767(W) AD(       ) 2
 FC0259  NAD 27      -  35 48 06.89860(N)    084 18 53.56980(W) AD(       ) 2
 FC0259  NGVD 29 (??/??/92)  272.635  (m)          894.47   (f) ADJ UNCH    2 0
 FC0259
 FC0259.Superseded values are not recommended for survey control.
 FC0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0259.See file dsdata.txt to determine how the superseded data were derived.
 FC0259
 FC0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4264265314(NAD 83)
 FC0259_MARKER: DE = TRAVERSE STATION DISK
 FC0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0259_STAMPING: OAK 1961
 FC0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0259+STABILITY: SURFACE MOTION
 FC0259
 FC0259  HISTORY     - Date     Condition        Report By
 FC0259  HISTORY     - 1961     MONUMENTED       CGS
 FC0259  HISTORY     - 1961     GOOD             CGS
 FC0259
 FC0259                          STATION DESCRIPTION
 FC0259
 FC0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0259'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF LENIOR CITY AND
 FC0259'ABOUT 200 YARDS WEST OF THE OAK GROVE CHURCH.
 FC0259'
 FC0259'TO REACH THE STATION FROM THE EATON CROSSROAD AND EATON SCHOOL, ABOUT
 FC0259'20 MILES WEST OF KNOXVILLE, GO SOUTH ON STATE HIGHWAY 95 FOR 1.6
 FC0259'MILES TO A T ROAD RIGHT, TURN RIGHT, AND GO 1.8 MILES TO A CROSSROAD,
 FC0259'TURN RIGHT, AND GO ABOUT 50 YARDS TO THE STATION ON THE RIGHT.
 FC0259'
 FC0259'STATION MARK IS 27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 3
 FC0259'FEET SOUTHWEST OF A WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE
 FC0259'DISK, FLUSH AND IS STAMPED OAK 1961.
 FC0259'
 FC0259'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF A GRAVELED
 FC0259'ROAD AND 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A STANDARD
 FC0259'DISK, FLUSH AND IS STAMPED OAK NO. 1 1961.
 FC0259'
 FC0259'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER OF A GRAVELED
 FC0259'ROAD. THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED OAK
 FC0259'NO. 2 1961.
 FC0259'
 FC0259'AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2
 FC0259'FEET WEST OF A WITNESS SIGN AND 1 FOOT SOUTH OF A WIRE FENCE.
 FC0259'THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED OAK 1961.
 FC0259'
 FC0259'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR ABOUT 50
 FC0259'YARDS TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 FC0259'FORK, TAKE LEFT FORK, AND GO 0.15 MILE TO THE MARK ON THE LEFT.
 FC0259'
 FC0259'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FC0259
 FC0259                          STATION RECOVERY (1961)
 FC0259
 FC0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0259'3.4 MI SW FROM EATON CROSSROADS.
 FC0259'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0259'EATON SCHOOL, GO 1.65 MILE SOUTH ON STATE HIGHWAY 95, THEN
 FC0259'1.75 MILE SOUTHWEST ON A PAVED ROAD TO A CROSSROADS AND OAK
 FC0259'GROVE CHURCH ABOUT 0.1 MILE SOUTH OF THE PAVED ROAD, THEN GO
 FC0259'ABOUT 50 YARDS SOUTH ON THE GRAVELED ROAD TOWARDS THE CHURCH.
 FC0259'THE STATION MARK 27 FT. SOUTH OF THE CENTER OF THE GRAVELED
 FC0259'ROAD AND 3 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET
 FC0259'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 6 FT.
 FC0259'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1532 ***********************************************************************
 FD1532  DESIGNATION -  OAK
 FD1532  PID         -  FD1532
 FD1532  STATE/COUNTY-  TN/HICKMAN
 FD1532  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD1532
 FD1532                         *CURRENT SURVEY CONTROL
 FD1532  ___________________________________________________________________
 FD1532* NAD 83(1995)-  35 59 02.73803(N)    087 29 23.70546(W)     ADJUSTED  
 FD1532* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 FD1532  ___________________________________________________________________
 FD1532  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD1532  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD1532
 FD1532  HORZ ORDER  -  SECOND
 FD1532
 FD1532.The horizontal coordinates were established by classical geodetic methods
 FD1532.and adjusted by the National Geodetic Survey in April 1999..
 FD1532
 FD1532.The orthometric height was scaled from a topographic map.
 FD1532
 FD1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1532
 FD1532.The geoid height was determined by GEOID03.
 FD1532
 FD1532;                    North         East     Units Scale Factor Converg.
 FD1532;SPC TN       -   184,173.295   465,648.175   MT  0.99995182   -0 52 20.1
 FD1532;SPC TN       -   604,241.89  1,527,714.05   sFT  0.99995182   -0 52 20.1
 FD1532;UTM  16      - 3,982,295.179   455,835.806   MT  0.99962403   -0 17 16.3
 FD1532
 FD1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1532!SPC TN       -   0.99996604  x   0.99995182  =   0.99991787
 FD1532!UTM  16      -   0.99996604  x   0.99962403  =   0.99959009
 FD1532
 FD1532:                Primary Azimuth Mark                     Grid Az
 FD1532:SPC TN       -  DICKSON MUNICIPAL TANK                   042 08 59.6
 FD1532:UTM  16      -  DICKSON MUNICIPAL TANK                   041 33 55.8
 FD1532
 FD1532|---------------------------------------------------------------------|
 FD1532| PID    Reference Object                     Distance      Geod. Az  |
 FD1532|                                                           dddmmss.s |
 FD1532| GC2562 DICKSON MUNICIPAL TANK              APPROX.13.3 KM 0411639.5 |
 FD1532| FD1530 CRC 285                              20.794 METERS 10841     |
 FD1532| FD1615 PINEWOOD                            APPROX. 8.5 KM 2031639.8 |
 FD1532| CG6214 OAK RM 1                             25.128 METERS 35155     |
 FD1532| CG6213 OAK AZ MK                                          3562109.5 |
 FD1532|---------------------------------------------------------------------|
 FD1532
 FD1532                          SUPERSEDED SURVEY CONTROL
 FD1532
 FD1532  NAD 83(1995)-  35 59 02.74022(N)    087 29 23.70934(W) AD(       ) 2
 FD1532  NAD 83(1986)-  35 59 02.74826(N)    087 29 23.70783(W) AD(       ) 2
 FD1532  NAD 27      -  35 59 02.52200(N)    087 29 23.65100(W) AD(       ) 2
 FD1532
 FD1532.Superseded values are not recommended for survey control.
 FD1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1532.See file dsdata.txt to determine how the superseded data were derived.
 FD1532
 FD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5583682295(NAD 83)
 FD1532_MARKER: DS = TRIANGULATION STATION DISK
 FD1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1532
 FD1532  HISTORY     - Date     Condition        Report By
 FD1532  HISTORY     - 1953     MONUMENTED       CGS
 FD1532  HISTORY     - 1959     GOOD             CGS
 FD1532
 FD1532                          STATION DESCRIPTION
 FD1532
 FD1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1532'THE STATION IS ABOUT 10 MILES SOUTHWEST OF DICKSON, 0.3 SOUTH OF THE
 FD1532'HICKMAN- DICKSON COUNTY
 FD1532'LINE, ON THE WEST SIDE OF STATE HIGHWAY 48, AND ON THE
 FD1532'PROPERTY OF MR R L MCCLEAREN.  IT
 FD1532'IS 62 FEET NORTHWEST OF A TRIPLE
 FD1532'TRUNK HICKORY TREE, 35 FEET WEST OF THE CENTER OF
 FD1532'HIGHWAY 48 AND 4
 FD1532'FEET EAST OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK PROJECTS
 FD1532'ABOUT 4 INCHES
 FD1532'AND THE DISK IS STAMPED OAK 1953.
 FD1532'
 FD1532'REFERENCE MARK NO 1 IS 31 FEET WEST OF THE CENTER OF HIGHWAY 48 AND 1
 FD1532'FOOT EAST OF A FENCE LINE.
 FD1532'THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED OAK
 FD1532'NO 1 1953.
 FD1532'
 FD1532'CRC 285 (TVA) WAS USED AS A REFERENCE MARK.  IT IS 28 FEET SOUTH OF
 FD1532'THE CENTER OF A WOODS ROAD
 FD1532'AND 27 FEET EAST OF THE CENTER OF HIGHWAY 48.  THE
 FD1532'MARK IS A 6X6 INCH CONCRETE POST
 FD1532'WITH A BRONZE TENNESSEE VALLEY
 FD1532'AUTHORITY SURVEY MARKER DISK.  THE MARK PROJECTS
 FD1532'ABOUT 8 INCHES AND
 FD1532'THE DISK STAMPED CRC 285 1948.
 FD1532'
 FD1532'CRC 286 (TVA) IS 37 FEET WEST OF THE CENTER OF HIGHWAY 48, 8 FEET
 FD1532'SOUTH OF A FENCE CORNER
 FD1532'AND 3 FEET WEST OF A FENCE LINE.  THE MARK IS A 6X6 INCH
 FD1532'CONCRETE POST WITH A BRONZE,
 FD1532'TENNESSEE VALLEY AUTHORITY SURVEY
 FD1532'MARKER, DISK.  THE MARK PROJECTS ABOUT 8 INCHES
 FD1532'AND THE DISK STAMPED  CRC 286 1948.
 FD1532'
 FD1532'AZIMUTH MARK IS 95 FEET NORTHWEST OF THE SOUTHWEST CORNER OF MR
 FD1532'MCCLEARENS RESIDENCE,
 FD1532'24 FEET SOUTH OF A FENCE LINE AND 1 FOOT SOUTH OF A WHITE
 FD1532'WITNESS POST.  THE MARK
 FD1532'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED  OAK 1953.
 FD1532'
 FD1532'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U S HIGHWAY 70 AND
 FD1532'STATE HIGHWAY 48 IN DICKSON,
 FD1532'GO SOUTH ON HIGHWAY 48 FOR 9.4 MILES TO A BRICK HOUSE
 FD1532'AND GRAVEL DRIVEWAY ON THE RIGHT
 FD1532'AND THE AZIMUTH MARK.
 FD1532'
 FD1532'TO REACH THE STATION CONTINUE ON HIGHWAY 48 FOR 0.15 MILE TO STATION
 FD1532'ON THE RIGHT.
 FD1532'
 FD1532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FD1532
 FD1532                          STATION RECOVERY (1959)
 FD1532
 FD1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1532'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD1532'GOOD CONDITION.  A
 FD1532'NEW DESCRIPTION FOLLOWS.
 FD1532'
 FD1532'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF DICKSON, ABOUT 0.3
 FD1532'MILE SOUTH OF THE
 FD1532'HICKMAN-DICKSON COUNTY LINE AND ON MR R L MCCLEAREN
 FD1532'PROPERTY.
 FD1532'
 FD1532'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD1532'HIGHWAY NO 48 IN DICKSON,
 FD1532'GO SOUTH ON STATE HIGHWAY NO 48 FOR 9.4 MILES TO A
 FD1532'RED BRICK HOUSE ON THE RIGHT AND THE
 FD1532'AZIMUTH MARK ON THE RIGHT,
 FD1532'CONTINUE SOUTH ON STATE HIGHWAY NO 48 FOR
 FD1532'0.15 MILE TO THE
 FD1532'STATION ON THE RIGHT.
 FD1532'
 FD1532'STATION MARK IS 62 FEET NORTHWEST OF A TRIPLE TRUNK HICKORY TREE, 35
 FD1532'FEET WEST OF THE CENTER OF
 FD1532'STATE HIGHWAY NO 48 AND 4 FEET EAST OF A WITNESS
 FD1532'POST AND WIRE FENCE.  THE MARK
 FD1532'PROJECTS 4 INCHES ABOVE THE SURFACE OF
 FD1532'THE GROUND AND IS STAMPED OAK 1953.
 FD1532'
 FD1532'REFERENCE MARK NO 1 IS 31 FEET WEST OF THE CENTER OF STATE HIGHWAY NO
 FD1532'48, 1 FOOT EAST OF A
 FD1532'WIRE FENCE AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 FD1532'THE MARK PROJECTS 4 INCHES ABOVE
 FD1532'THE SURFACE OF THE GROUND AND IS
 FD1532'STAMPED OAK NO 1 1953.
 FD1532'
 FD1532'CRC 285 (TVA) WAS USED AS REFERENCE MARK NO 2.  IT IS 28 FEET SOUTH
 FD1532'OF THE CENTER OF A
 FD1532'TRACK ROAD, 27 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FD1532'NO 48 AND IS ABOUT 4 FEET
 FD1532'LOWER THAN THE STATION.  THE MARK IS A 6X6
 FD1532'INCH CONCRETE POST WITH A BRONZE TENNESSEE
 FD1532'VALLEY AUTHORITY SURVEY
 FD1532'MARKER DISK, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 FD1532'GROUND AND IS
 FD1532'STAMPED CRC 285 1948.
 FD1532'
 FD1532'CRC 286 (TVA) IS 37 FEET WEST OF THE CENTER OF STATE HIGHWAY NO 48, 8
 FD1532'FEET SOUTH OF A FENCE
 FD1532'CORNER AND 3 FEET WEST OF A WIRE FENCE.  THE MARK IS
 FD1532'A 6X6 INCH CONCRETE POST WITH A
 FD1532'BRONZE TENNESSEE VALLEY AUTHORITY
 FD1532'SURVEY MARKER DISK, PROJECTS 8 INCHES ABOVE THE
 FD1532'SURFACE OF THE GROUND
 FD1532'AND IS STAMPED CRC 286 1948.
 FD1532'
 FD1532'AZIMUTH MARK IS 95 FEET NORTHWEST OF THE SOUTHWEST CORNER OF MR
 FD1532'MCCLEAREN HOUSE, 24
 FD1532'FEET SOUTH OF A FENCE LINE AND 12 FEET WEST OF A SMALL
 FD1532'BUILDING.  THE MARK IS SET
 FD1532'FLUSH WITH THE SURFACE OF THE GROUND AND
 FD1532'IS STAMPED OAK 1953.
 FD1532'
 FD1532'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1237 ***********************************************************************
 FE1237  DESIGNATION -  OAK 2
 FE1237  PID         -  FE1237
 FE1237  STATE/COUNTY-  TN/SHELBY
 FE1237  USGS QUAD   -  ELLENDALE (1993)
 FE1237
 FE1237                         *CURRENT SURVEY CONTROL
 FE1237  ___________________________________________________________________
 FE1237* NAD 83(1995)-  35 11 06.98264(N)    089 48 56.69205(W)     ADJUSTED  
 FE1237* NAVD 88     -        92.19   (+/-2cm)     302.5    (feet)  VERTCON   
 FE1237  ___________________________________________________________________
 FE1237  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE1237  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1237
 FE1237  HORZ ORDER  -  SECOND
 FE1237  VERT ORDER  -  THIRD (See Below)
 FE1237
 FE1237.The horizontal coordinates were established by classical geodetic methods
 FE1237.and adjusted by the National Geodetic Survey in April 1999..
 FE1237
 FE1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1237.The vertical order pertains to the NGVD 29 superseded value.
 FE1237
 FE1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1237
 FE1237.The geoid height was determined by GEOID03.
 FE1237
 FE1237;                    North         East     Units Scale Factor Converg.
 FE1237;SPC TN       -   101,297.795   252,538.196   MT  1.00001205   -2 14 02.0
 FE1237;SPC TN       -   332,341.18    828,535.73   sFT  1.00001205   -2 14 02.0
 FE1237;UTM  16      - 3,897,221.469   243,603.896   MT  1.00041025   -1 37 24.2
 FE1237
 FE1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1237!SPC TN       -   0.99998983  x   1.00001205  =   1.00000188
 FE1237!UTM  16      -   0.99998983  x   1.00041025  =   1.00040007
 FE1237
 FE1237|---------------------------------------------------------------------|
 FE1237| PID    Reference Object                     Distance      Geod. Az  |
 FE1237|                                                           dddmmss.s |
 FE1237| FE2817 OAK 2 RM 3                            9.945 METERS 09121     |
 FE1237| CG4716 OAK 2 AZ MK                                        1634218.6 |
 FE1237| FE2816 OAK 2 RM 4                           10.856 METERS 17730     |
 FE1237| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 3.5 KM 1891434.5 |
 FE1237| FE2552 MEMPHIS TV STA WHBQ MAST            APPROX. 2.9 KM 2462303.2 |
 FE1237| FE2554 MEMPHIS TV STA WREC MAST            APPROX. 1.6 KM 2533443.2 |
 FE1237|---------------------------------------------------------------------|
 FE1237
 FE1237                          SUPERSEDED SURVEY CONTROL
 FE1237
 FE1237  NAD 83(1995)-  35 11 06.98819(N)    089 48 56.69083(W) AD(       ) 2
 FE1237  NAD 83(1995)-  35 11 06.98919(N)    089 48 56.69158(W) AD(       ) 2
 FE1237  NAD 83(1986)-  35 11 06.99374(N)    089 48 56.69236(W) AD(       ) 2
 FE1237  NAD 27      -  35 11 06.67280(N)    089 48 56.38550(W) AD(       ) 2
 FE1237  NGVD 29 (??/??/??)   92.17   (m)          302.4    (f) RESET       3  
 FE1237
 FE1237.Superseded values are not recommended for survey control.
 FE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1237.See file dsdata.txt to determine how the superseded data were derived.
 FE1237
 FE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4360497221(NAD 83)
 FE1237_MARKER: DS = TRIANGULATION STATION DISK
 FE1237_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1237+WITH SETTING: INTO GROUND
 FE1237_SP_SET: METAL ROD WITH BASE PLATE
 FE1237_STAMPING: OAK 2 1963
 FE1237_MARK LOGO: CGS   
 FE1237_PROJECTION: PROJECTING 36 CENTIMETERS
 FE1237_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1237+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE1237
 FE1237  HISTORY     - Date     Condition        Report By
 FE1237  HISTORY     - 1963     MONUMENTED       USE
 FE1237  HISTORY     - 1963     GOOD             CGS
 FE1237  HISTORY     - 1968     GOOD             CGS
 FE1237  HISTORY     - 1984     GOOD             NGS
 FE1237  HISTORY     - 19841114 GOOD             NGS
 FE1237  HISTORY     - 19920115 GOOD             NGS
 FE1237  HISTORY     - 19941111 MARK NOT FOUND   TN1620
 FE1237
 FE1237                          STATION DESCRIPTION
 FE1237
 FE1237'DESCRIBED BY US ENGINEERS 1963
 FE1237'THE OLD STATION OAK 1959 WAS MOVED 218.64 FEET FARTHER WEST 91 DEG 03
 FE1237'MIN 33 SEC (SOLAR OBSERVATION) FROM ITS ORIGINIAL LOCATION.  NO
 FE1237'CHANGES OR ADDITIONS WAS MADE TO THE STAMPING ON THE DISK.*
 FE1237'
 FE1237'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NE OF THE NE EDGE OF
 FE1237'MEMPHIS AND ABOUT 2-1/4 MILES S OF US HWY 64 ON THE EDGE OF
 FE1237'CULTIVATED LAND WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 FE1237'
 FE1237'THE STATION IS A STANDARD DISK STAMPED OAK 1959 * BRAZED TO THE TOP
 FE1237'OF A 2-IN GALVANIZED IRON PIPE WHICH PROJECTS ABOUT 12 INCHES ABOVE
 FE1237'GROUND.  IT IS 50 FEET N OF N RIGHT-OF-WAY OF INTERSTATE HWY 40, 2
 FE1237'FEET S OF A FENCE LINE, 20 FEET W OF THE WESTERN MOST ONE OF A
 FE1237'GROUND OF THREE 12-INCH ELM TREES AND 5 FEET E OF A WITNESS SIGN.
 FE1237'
 FE1237'TO REACH THE STATION FROM THE JUNCTION OF US HWYS 70, 79 AND 64,
 FE1237'WHICH IS ABOUT 4 MILES NE OF THE CITY LIMITS OF MEMPHIS GO E ON US
 FE1237'HWY 64 FOR 1.8 MILES, TURN RIGHT OFF THE HIGHWAY AND GO S ON KATE
 FE1237'BOND ROAD FOR 0.75 MILE, TURN RIGHT AND GO W FOR 0.35 MILE, TURN
 FE1237'LEFT AND GO S ON APPLING ROAD FOR 0.45 MILE TO A TRACK ROAD ON THE
 FE1237'RIGHT, JUST BEFORE REACHING A TRANSMISSION LINE.  TURN RIGHT ONTO
 FE1237'THE TRACK ROAD AND GO W FOR 0.15 MILE, TURN LEFT, PASS THRU A WIRE
 FE1237'GATE AND GO S, PASSING TO THE E OF AN OLD BARN, FOR 0.1 MILE TO A
 FE1237'T-FENCE LINE.  CROSS OVER THE FENCE AND GO W FOR 351 FEET TO A GROUP
 FE1237'OF THREE 12-INCH ELM TREES, THE WITNESS SIGN AND STATION.
 FE1237
 FE1237                          STATION RECOVERY (1963)
 FE1237
 FE1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1237'5 MI NE FROM MEMPHIS.
 FE1237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79
 FE1237'AND 64, WHICH IS ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF
 FE1237'MEMPHIS, GO EAST ON U.S. HIGHWAY 64 FOR 1.8 MILES, TURN RIGHT
 FE1237'OFF THE HIGHWAY AND GO SOUTH ON KATE BOND ROAD FOR 0.75 MILES,
 FE1237'TURN RIGHT AND GO WEST FOR 0.35 MILES, TURN LEFT AND GO SOUTH
 FE1237'ON APPLING ROAD FOR 0.45 MILES TO A TRACK ROAD ON THE RIGHT,
 FE1237'JUST BEFORE REACHING A TRANSMISSION LINE.  TURN RIGHT ONTO THE
 FE1237'TRACK ROAD AND GO WEST FOR 0.15 MILES, TURN LEFT, PASS THROUGH
 FE1237'A WIRE GATE AND GO SOUTH, PASSING TO THE EAST OF AN OLD BARN,
 FE1237'FOR 0.1 MILE TO A T-FENCE LINE.  CROSS OVER THE FENCE AND GO
 FE1237'WEST FOR 351 FEET TO A GROUP OF THREE 12-INCH ELM TREES, THE
 FE1237'WITNESS SIGN AND THE STATION, 50 FEET NORTH OF NORTH RIGHT-OF-WAY
 FE1237'OF INTERSTATE HIGHWAY 40, 20 FEET WEST OF THE WESTERN MOST ONE
 FE1237'OF THREE 12-INCH ELM TREES AND 5 FEET EAST OF THE WITNESS SIGN.
 FE1237'THE DISK IS BRAZED IN THE TOP OF A 2-INCH GALVANIZED IRON PIPE
 FE1237'WHICH PROJECTS ABOUT 12 INCHES ABOVE GROUND, AND 2 FEET SOUTH
 FE1237'OF A FENCE LINE.
 FE1237
 FE1237                          STATION RECOVERY (1968)
 FE1237
 FE1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE1237'THE ORIGINAL STATION OAK 1959 WAS MOVED 218.64 FEET FARTHER WEST 91
 FE1237'DEG 03 MIN 33 SEC (SOLAR OBSERVATION) BY THE U.S.  ENGINEERS IN
 FE1237'1963.  AT THE
 FE1237'TIME THE STATION WAS MOVED NO
 FE1237'REFERENCE MARK OR AZIMUTH MARK WAS ESTABLISHED AND NO CHANGES MADE IN
 FE1237'THE STAMPING OF THE STATION DISK.  IT IS NOT KNOWN WHETHER AN
 FE1237'UNDERGROUND STATION MARK WAS ESTABLISHED AT THE TIME THE STATION WAS
 FE1237'MOVED.  DURING THIS OCCUPATION THE MARK WAS FOUND VERY SOLID IN THE
 FE1237'GROUND AND THE DISK WAS ALTERED TO READ OAK 2 1963, AND TWO NEW
 FE1237'REFERENCE MARKS NO. 3 AND NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED.
 FE1237'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED USING
 FE1237'MEMPHIS, TV STATION WKNO MAST AS THE INITIAL (THIS MAST WAS USED BY
 FE1237'THE U.S.E. AT THE TIME THE STATION WAS MOVED).
 FE1237'
 FE1237'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1237'
 FE1237'THE STATION IS LOCATED ON A LOW KNOLL ABOUT 5 MILES NORTHEAST OF THE
 FE1237'NORTHEAST EDGE OF MEMPHIS, 1.7 MILES SOUTHEAST OF THE SMALL
 FE1237'COMMUNITY OF FOURWAY AT THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND 64,
 FE1237'AND ALONG THE NORTH SIDE OF INTERSTATE ROUTE 40.
 FE1237'
 FE1237'TO REACH THE STATION FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF U.S.
 FE1237'HIGHWAYS 70, 79 AND 64 IN THE SMALL COMMUNITY OF FOURWAY, GO
 FE1237'EASTERLY ON U.S. HIGHWAY 64 FOR 1.1 MILE TO NEW APPLING ROAD ON THE
 FE1237'RIGHT.  HERE TURN RIGHT AND GO SOUTHERLY ON NEW APPLING ROAD
 FE1237'FOR 1.25 MILES TO AN ACCESS ROAD RIGHT JUST NORTH OF A GRADE
 FE1237'SEPERATION OVERPASS ON THE INTERSTATE.  HERE TURN RIGHT ON THIS
 FE1237'ACCESS ROAD AND GO WESTERLY FOR 0.15 OF A MILE TO A BANK ON THE RIGHT
 FE1237'AND THE STATION ATOP THIS BANK AS DESCRIBED.
 FE1237'
 FE1237'THE STATION IS 128 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF
 FE1237'INTERSTATE ROUTE 40, 96 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FE1237'ACCESS ROAD, 21 FEET WEST OF A 16-INCH ELM TREE, 16 FEET EAST OF AN
 FE1237'8-IN, FORKED TRUNKED, PERSIMMON TREE, 2 FEET SOUTH OF A FENCE, AND
 FE1237'0.9 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 FE1237'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN
 FE1237'CONCRETE THAT PROJECTS 14 INCHES AND THE DISK IS STAMPED OAK 2 1963.
 FE1237'
 FE1237'REFERENCE MARK NO. 3 IS 7 FEET NORTHEAST OF A 16-INCH BLACKGUM TREE,
 FE1237'6 FEET NORTH OF A 20-INCH SWEETGUM TREE, 1.7 FEET SOUTH OF A FENCE,
 FE1237'AND 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FE1237'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN
 FE1237'CONCRETE THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED OAK 2 1963 NO
 FE1237'3 1968.
 FE1237'
 FE1237'REFERENCE MARK NO. 4 IS 61 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1237'THE ACCESS ROAD, 38.5 FEET SOUTHEAST OF AN 8-INCH FORKED TRUNKED
 FE1237'PERSIMMON TREE, 38 FEET SOUTH OF A FENCE, 35 FEET SOUTHWEST OF A
 FE1237'16-INCH ELM TREE, AND 0.6 OF A FOOT SOUTHEAST OF A METAL WITNESS
 FE1237'POST AND SIGN.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 FE1237'GALVANIZED PIPE SET IN CONCRETE THAT PROJECTS 5 INCHES AND THE DISK
 FE1237'IS STAMPED OAK 2 1963 NO 4 1968.
 FE1237'
 FE1237'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE1237'REFERENCE MARK NO. 4 IS 46.66 FEET - 14.22 METERS.
 FE1237'
 FE1237'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE SOUTH OF THE STATION, 92
 FE1237'FEET EAST OF POWERLINE POLE NO. 3669, 22 FEET NORTH OF THE
 FE1237'APPROXIMATE CENTER OF NEW APPLING ROAD, 5.4 FEET NORTHEAST OF A METAL
 FE1237'WITNESS POST AND SIGN, AND 0.6 OF A FOOT SOUTH OF THE NORTH END OF A
 FE1237'CONCRETE CULVERT.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FE1237'THE TOP ONE OF THE MOST WESTERLY OF TWO 7 FOOT CONCRETE
 FE1237'CULVERTS UNDER NEW APPLING ROAD AND THE DISK IS STAMPED OAK 2 1963
 FE1237'1968.
 FE1237'
 FE1237'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE ACCESS
 FE1237'ROAD FOR 0.15 OF A MILE TO NEW APPLING ROAD.  HERE TURN RIGHT ON
 FE1237'NEW APPLING ROAD, CROSSING OVER THE INTERSTATE, AND GO SOUTHERLY AND
 FE1237'WESTERLY FOR 0.4 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE1237'DESCRIBED.
 FE1237'
 FE1237'NOTE- THE ORIGINAL STATION OAK 1959 AND ITS MARKS WERE BENCH MARKS.
 FE1237'IT IS NOT KNOWN WHETHER THE U.S.E. TRANSFERRED AN ELEVATION TO OAK 2
 FE1237'1963 WHEN THEY ESTABLISHED THE MARK.
 FE1237'
 FE1237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.7 MILES
 FE1237'SOUTHEAST OF FOURWAY.
 FE1237
 FE1237                          STATION RECOVERY (1984)
 FE1237
 FE1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FE1237'NEW DESC: 3.9 KM (2.4 MI) WEST ALONG U.S. ROUTE 64 FROM THE JUNCTION
 FE1237'WITH INTERSECTION WITH INTERSTATE ROUTE 40, THEN 2.0 KM (1.25 MI)
 FE1237'SOUTH ON APPLING ROAD TO AN ACCESS ROAD RIGHT JUST BEFORE THE
 FE1237'INTERSTATE. TURN RIGHT AND GO WEST ON THE ACCES ROAD FOR 0.2 KM (0.15
 FE1237'MI) TO THE MARK, 32.0 METERS (128 FT) NORTH OF THE NORTHERN
 FE1237'INTERSTATE 40 RIGHT OF WAY FENCE, 29.3 METERS (96 FT) NORTH OF THE
 FE1237'CENTERLINE OF THE ACCESS, ROAD, 7.6 METERS (35 FT) WEST OF A 0.6
 FE1237'METER GUM TREE, AND 0.6 METER (2.0 FT) SOUTH OF A WIRE FENCE.
 FE1237
 FE1237                          STATION RECOVERY (1984)
 FE1237
 FE1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FE1237'THE STATION MARKS, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 FE1237'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO RM 3 DIFFERED FROM
 FE1237'PREVIOUS DATA BY 4 MINUTES AND 29 SECONDS.  THE DIRECTION TO RM 4
 FE1237'CHECKED WITH PREVIOUS DATA.  THE DISTANCE TO RM 3 DID NOT CHECK AND
 FE1237'WAS 0.015 METER (0.049 FT) LONGER.  THE DISTANCE TO RM 4 DID NOT CHECK
 FE1237'AND WAS 0.015 METER (0.049 FT) LONGER.  THE AZIMUTH MARK IS EXPECTED
 FE1237'TO BE DESTROYED IN THE NEAR FUTURE BY CONSTRUCTION AND AZIMUTH MARK 2
 FE1237'WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 FE1237' 
 FE1237'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF MEMPHIS,
 FE1237'10 KM (6.20 MI) NORTH OF GERMANTOWN, 5 KM (3.10 MI) SOUTHEAST OF
 FE1237'BARTLETT AND ON THE NORTH SIDE OF INTERSTATE ROUTE 40. TO REACH THE
 FE1237'STATION FROM THE JUNCTION OF INTERSTATE ROUTE 40 AND U S ROUTE 64,
 FE1237'ABOUT 11 KM (6.85 MI) NORTHEAST OF MEMPHIS, GO WEST ON ROUTE 64 FOR
 FE1237'3.9 KM (2.40 MI) TO APPLING ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 FE1237'ON APPLING ROAD FOR 2.0 KM (1.25 MI) TO AN ACCESS ROAD RIGHT JUST
 FE1237'BEFORE CROSSING THE INTERSTATE.  TURN RIGHT AND GO WEST ON THE ACCESS
 FE1237'ROAD FOR 0.2 KM (0.10 MI) TO AN EMBANKMENT ON THE RIGHT AND THE
 FE1237'STATION.
 FE1237' 
 FE1237'THE STATION IS A STANDARD CGS DISK STAMPED---OAK 2 1963---, BRAZED TO
 FE1237'THE TOP OF A 2 INCH GALVANIZED PIPE SET IN CONCRETE AND PROJECTING 36
 FE1237'CM (14 INCHES).  THE STATION IS LOCATED 39.0 METERS (128.0 FT) NORTH
 FE1237'FROM THE NORTH INTERSTATE BOUTE 40 RIGHT OF WAY FENCE, 29.3 METERS
 FE1237'(96.1 FT) NORTH FROM THE CENTERLINE OF THE ACCESS ROAD, 7.6 METERS
 FE1237'(24.9 FT) WEST FROM A 0.6 METER (2.0 FT) GUM TREE (LARGEST TREE IN
 FE1237'AREA), 0.6 METERS (2.0 FT) SOUTH FROM A WIRE FENCE, 0.27 METERS (0.89
 FE1237'FT) SOUTH FROM A METAL WITNESS POST.
 FE1237' 
 FE1237'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED---OAK 2 1963 NO 3
 FE1237'1968---, BRAZED TO THE TOP OF A 2 INCH GALVANIZED PIPE SET IN CONCRETE
 FE1237'AND PROJECTING 13 CM (5 INCHES).  THE STATION IS LOCATED 1.8 METERS
 FE1237'(5.9 FT) NORTH FROM A 0.6 METER (2.0 FT) GUM TREE (LARGEST TREE IN
 FE1237'AREA), 0.5 METERS (1.6 FT) SOUTH FROM A WIRE FENCE, 0.21 METERS (0.69
 FE1237'FT) WEST FROM A METAL WITNESS POST, AND 0.2 METERS (0.7 FT) LOWER THAN
 FE1237'THE STATION.
 FE1237' 
 FE1237'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--OAK 2 1963 NO 4
 FE1237'1968--, BRAZED TO THE TOP OF A 2 INCH GALVANIZED PIPE SET IN CONCRETE
 FE1237'AND PROJECTING 13 CM (5 INCHES).  THE STATION IS LOCATED 18.6 METERS
 FE1237'(61.0 FT) NORTH FROM THE CENTERLINE OF THE ACCESS ROAD 11.6 METERS
 FE1237'(38.1 FT) SOUTH FROM A WIRE FENCE 0.18 METER (0.59 FT) SOUTHEAST FROM
 FE1237'A METAL WITNESS POST.
 FE1237' 
 FE1237'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED---OAK 2 NO 2 1984---, SET
 FE1237'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES (28 CM) IN
 FE1237'DIAMETER, PROJECTING, 4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION
 FE1237'IS LOCATED 27.4 METERS (89.9 FT) EAST FROM THE CENTERLINE OF A
 FE1237'DRAINAGE CULVERT UNDER THE ROAD, 4.9 METERS (16.1 FT) SOUTH FROM THE
 FE1237'CENTERLINE OF APPLING ROAD, 0.76 METERS (2.49 FT) SOUTHEAST FROM A
 FE1237'METAL ROAD SIGN, 0.70 METERS (2.30 FT) WEST FROM A FIBERGLASS WITNESS
 FE1237'POST.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF
 FE1237'MEMPHIS, 10 KM (6.20 MI) NORTH OF GERMANTOWN, AND ABOUT 0.5 KM (0.30
 FE1237'MI) SOUTH OF INTERSTATE ROUTE 40.  TO REACH THE STATION FROM THE
 FE1237'JUNCTION OF INTERSTATE 40 AN U.S ROUTE 64, ABOUT 11 KM (6.85 MI)
 FE1237'NORTHEAST OF MEMPHIS, GO WEST ON ROUTE 64 FOR 3.4 KM (2.10 MI) TO
 FE1237'APPLING ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON APPLING ROAD FOR
 FE1237'2.6 KM (1.60 MI) TO THE MARK ON THE LEFT.
 FE1237
 FE1237                          STATION RECOVERY (1992)
 FE1237
 FE1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1237'0.3 KM (0.20 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 (SUMMER AVENUE)
 FE1237'FROM THE JUNCTION OF U.S. HIGHWAY 64 (STAGE ROAD) IN BARTLETT, THENCE
 FE1237'2.7 KM (1.65 MI) SOUTHERLY ALONG APPLING ROAD, THENCE 0.3 KM
 FE1237'(0.20 MI) SOUTHWESTERLY ALONG A TRACK ROAD ALONG THE NORTH SIDE OF
 FE1237'THE NORTH RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 40, 28.5 M
 FE1237'(93.5 FT) NORTH OF THE CENTER OF THE ROAD, 10.9 M (35.8 FT) NORTH OF
 FE1237'OAK REFERENCE MARK 4, 10.0 M (32.8 FT) WEST OF OAK REFERENCE MARK 3,
 FE1237'0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 FE1237'THE ROAD, AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 FE1237
 FE1237                          STATION RECOVERY (1994)
 FE1237
 FE1237'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0311 ***********************************************************************
 FE0311  DESIGNATION -  OAK 2
 FE0311  PID         -  FE0311
 FE0311  STATE/COUNTY-  TN/HARDIN
 FE0311  USGS QUAD   -  SAVANNAH (1991)
 FE0311
 FE0311                         *CURRENT SURVEY CONTROL
 FE0311  ___________________________________________________________________
 FE0311* NAD 83(1995)-  35 13 32.98675(N)    088 12 03.77701(W)     ADJUSTED  
 FE0311* NAVD 88     -       134.90   (meters)     442.6    (feet)  N HEIGHT  
 FE0311  ___________________________________________________________________
 FE0311  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE0311  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0311  DYNAMIC HT  -         134.78  (meters)     442.2   (feet)  COMP
 FE0311  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0311
 FE0311  HORZ ORDER  -  THIRD
 FE0311  VERT ORDER  -  THIRD
 FE0311
 FE0311.The horizontal coordinates were established by classical geodetic methods
 FE0311.and adjusted by the National Geodetic Survey in April 1999..
 FE0311.No horizontal observational check was made to the station.
 FE0311
 FE0311.The orthometric height was determined by differential leveling
 FE0311.and adjusted by the National Geodetic Survey in August 1996..
 FE0311.The height was determined by precise leveling from only one NSRS
 FE0311.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE0311.allowed ONLY to validate the GPS-derived height.
 FE0311
 FE0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0311
 FE0311.The geoid height was determined by GEOID03.
 FE0311
 FE0311.The dynamic height is computed by dividing the NAVD 88
 FE0311.geopotential number by the normal gravity value computed on the
 FE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0311.degrees latitude (g = 980.6199 gals.).
 FE0311
 FE0311.The modeled gravity was interpolated from observed gravity values.
 FE0311
 FE0311;                    North         East     Units Scale Factor Converg.
 FE0311;SPC TN       -   101,276.104   399,639.871   MT  1.00000435   -1 17 18.9
 FE0311;SPC TN       -   332,270.02  1,311,151.81   sFT  1.00000435   -1 17 18.9
 FE0311;UTM  16      - 3,898,748.005   390,701.538   MT  0.99974722   -0 41 34.2
 FE0311
 FE0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0311!SPC TN       -   0.99998316  x   1.00000435  =   0.99998751
 FE0311!UTM  16      -   0.99998316  x   0.99974722  =   0.99973038
 FE0311
 FE0311:                Primary Azimuth Mark                     Grid Az
 FE0311:SPC TN       -  OAK AZ MK                                004 02 51.6
 FE0311:UTM  16      -  OAK AZ MK                                003 27 06.9
 FE0311
 FE0311|---------------------------------------------------------------------|
 FE0311| PID    Reference Object                     Distance      Geod. Az  |
 FE0311|                                                           dddmmss.s |
 FE0311| FE0312 OAK AZ MK                                          0024532.7 |
 FE0311| FE0316 OAK 2 RM 4                           18.745 METERS 00526     |
 FE0311| FE0313 OAK 2 RM 3                           18.440 METERS 19419     |
 FE0311| FE0318 OAK                                   3.069 METERS 28058     |
 FE0311|---------------------------------------------------------------------|
 FE0311
 FE0311                          SUPERSEDED SURVEY CONTROL
 FE0311
 FE0311  NAD 83(1995)-  35 13 32.99015(N)    088 12 03.77613(W) AD(       ) 3
 FE0311  NAD 83(1995)-  35 13 32.99053(N)    088 12 03.77582(W) AD(       ) 3
 FE0311  NAD 83(1995)-  35 13 32.99368(N)    088 12 03.77599(W) AD(       ) 3
 FE0311  NAD 83(1986)-  35 13 32.99575(N)    088 12 03.77587(W) AD(       ) 3
 FE0311  NAD 27      -  35 13 32.70436(N)    088 12 03.64325(W) AD(       ) 3
 FE0311  NGVD 29 (??/??/??)  134.92   (m)          442.6    (f) RESET       3  
 FE0311
 FE0311.Superseded values are not recommended for survey control.
 FE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0311.See file dsdata.txt to determine how the superseded data were derived.
 FE0311
 FE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9070298748(NAD 83)
 FE0311_MARKER: DS = TRIANGULATION STATION DISK
 FE0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0311_SP_SET: SQUARE CONCRETE MONUMENT
 FE0311_STAMPING: OAK 2 1964
 FE0311_MARK LOGO: TNHD  
 FE0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0311+STABILITY: SURFACE MOTION
 FE0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0311+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1987
 FE0311
 FE0311  HISTORY     - Date     Condition        Report By
 FE0311  HISTORY     - 1964     MONUMENTED       TNHD
 FE0311  HISTORY     - 1964     GOOD             TNHD
 FE0311  HISTORY     - 1972     GOOD             LOCSUR
 FE0311  HISTORY     - 1987     GOOD             USPSQD
 FE0311  HISTORY     - 19870630 GOOD             LOCENG
 FE0311
 FE0311                          STATION DESCRIPTION
 FE0311
 FE0311'DESCRIBED BY TN HIGHWAY DEPT 1964 (SHT)
 FE0311'THE STATION IS LOCATED ABOUT 3 MILES EAST OF SAVANNAH.
 FE0311'
 FE0311'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE0311'GO 2.9 MILES EAST ON U.S. HIGHWAY 64 TO A GRAVELED ROAD RIGHT, TURN
 FE0311'RIGHT AND GO 0.1 MILE SOUTH TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0311'
 FE0311'THE STATION MARK IS 54 FEET NORTH OF A 40-INCH RED OAK TREE, 33 FEET
 FE0311'SOUTHWEST OF A 6-INCH APPLE TREE, 29 FEET EAST OF THE APPROXIMATE
 FE0311'CENTER OF THE GRAVELED ROAD AND 1.9 FEET WEST OF A METAL WITNESS POST
 FE0311'WITH SIGN.  THE SURFACE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0311'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FE0311'MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND THE DISK
 FE0311'IS STAMPED OAK 2 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 FE0311'THE SURFACE.  IT IS A PUNCH MARK IN THE CENTER OF THE HEAD OF A
 FE0311'BRONZE BOLT AND THE BOLT IS STAMPED OAK 2 1964.
 FE0311'
 FE0311'REFERENCE MARK NO. 3 IS 24 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE0311'GRAVELED ROAD, 17 FEET SOUTHWEST OF THE 40-INCH RED OAK TREE, 9
 FE0311'FEET NORTHEAST OF THE NORTHWEST CORNER OF A WOODEN GARAGE AND 4 FEET
 FE0311'NORTH OF THE GARAGE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0311'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FE0311'MONUMENT AND THE DISK IS STAMPED OAK 2 RM-3 1964.
 FE0311'
 FE0311'REFERENCE MARK NO. 4 IS 24 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE0311'GRAVELED ROAD, 2 FEET SOUTH OF A FENCE AND 1.7 FEET WEST OF A
 FE0311'WOODEN WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0311'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FE0311'CONCRETE MONUMENT AND THE DISK IS STAMPED OAK 2 RM-4 1964.
 FE0311'
 FE0311'THE AZIMUTH MARK IS 190 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 FE0311'HIGHWAY 64, 16 FEET EAST OF A UTILITY POLE AND 15 FEET WEST OF A
 FE0311'DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0311'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FE0311'THE DISK IS STAMPED OAK AZI 1962.
 FE0311'
 FE0311'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE NORTH ON THE
 FE0311'GRAVELED ROAD TO U.S. HIGHWAY 64 AND THE MARK ACROSS THE
 FE0311'HIGHWAY.
 FE0311'
 FE0311'NOTE- THE DISTANCE BETWEEN OAK 1962 AND OAK 2 1964 IS 10.07 FEET.
 FE0311
 FE0311                          STATION RECOVERY (1964)
 FE0311
 FE0311'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 FE0311'3 MI E FROM SAVANNAH.
 FE0311'FROM THE HARDIN COUNTY COURTHOUSE, GO EAST ON U.S. HIGHWAY 64
 FE0311'FOR 2.9 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THE
 FE0311'GRAVELED ROAD AND GO 0.1 MILE SOUTH TO THE MARK ON THE LEFT.  THE
 FE0311'MARK IS 54 FEET NORTH OF A 40-INCH RED OAK TREE, 33 FEET SOUTHWEST
 FE0311'OF A 6-INCH APPLE TREE, 29 FEET EAST OF THE APPROXIMATE CENTER OF
 FE0311'THE GRAVELED ROAD AND 1.9 FEET WEST OF A METAL WITNESS POST WITH
 FE0311'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0311'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT PROJECTING
 FE0311'ABOUT 4 INCHES ABOVE THE GROUND.
 FE0311
 FE0311                          STATION RECOVERY (1972)
 FE0311
 FE0311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RGA)
 FE0311'CONDITION OF POINT WHEN FOUND GOOD.
 FE0311'
 FE0311'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT OAK-2 RM-3 1964.
 FE0311'
 FE0311'OAK-2 IS 275 FEET SOUTH OF HWY 64 AND 25 FEET EAST OF CENTERLINE
 FE0311'BLACKTOP RD. AND 4 FEET NORTH OF BARN.
 FE0311'
 FE0311'THIS MON HAS BEEN SET BY TENN HWY DEPT AS A REF MON TO OAK STATION
 FE0311'MARK STA.
 FE0311'
 FE0311'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MI EAST OF SAVANNAH.
 FE0311
 FE0311                          STATION RECOVERY (1987)
 FE0311
 FE0311'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE0311'RECOVERED IN GOOD CONDITION.
 FE0311
 FE0311                          STATION RECOVERY (1987)
 FE0311
 FE0311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0313 ***********************************************************************
 FE0313  DESIGNATION -  OAK 2 RM 3
 FE0313  PID         -  FE0313
 FE0313  STATE/COUNTY-  TN/HARDIN
 FE0313  USGS QUAD   -  SAVANNAH (1991)
 FE0313
 FE0313                         *CURRENT SURVEY CONTROL
 FE0313  ___________________________________________________________________
 FE0313* NAD 83(1986)-  35 13 33.     (N)    088 12 04.     (W)     SCALED    
 FE0313* NAVD 88     -       135.56   (+/-2cm)     444.7    (feet)  VERTCON   
 FE0313  ___________________________________________________________________
 FE0313  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0313
 FE0313  VERT ORDER  -  THIRD (See Below)
 FE0313
 FE0313.The horizontal coordinates were scaled from a topographic map and have
 FE0313.an estimated accuracy of +/- 6 seconds.
 FE0313
 FE0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0313.The vertical order pertains to the NGVD 29 superseded value.
 FE0313
 FE0313.The geoid height was determined by GEOID03.
 FE0313
 FE0313;                    North         East    Units  Estimated Accuracy
 FE0313;SPC TN       -   101,280.      399,630.      MT  (+/- 180 meters Scaled)
 FE0313
 FE0313                          SUPERSEDED SURVEY CONTROL
 FE0313
 FE0313  NGVD 29 (??/??/??)  135.58   (m)          444.8    (f) RESET       3  
 FE0313
 FE0313.Superseded values are not recommended for survey control.
 FE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0313.See file dsdata.txt to determine how the superseded data were derived.
 FE0313
 FE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD906987(NAD 83)
 FE0313_MARKER: DR = REFERENCE MARK DISK
 FE0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0313_STAMPING: OAK 2 RM-3 1964
 FE0313_MARK LOGO: TNHD  
 FE0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0313+STABILITY: SURFACE MOTION
 FE0313
 FE0313  HISTORY     - Date     Condition        Report By
 FE0313  HISTORY     - 1964     MONUMENTED       TNHD
 FE0313
 FE0313                          STATION DESCRIPTION
 FE0313
 FE0313'DESCRIBED BY TN HIGHWAY DEPT 1964
 FE0313'3 MI E FROM SAVANNAH.
 FE0313'THE MARK IS LOCATED AT THE OAK 2 1964 STATION SITE, 24 FEET EAST
 FE0313'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 17 FEET SOUTHWEST
 FE0313'OF THE 40-INCH RED OAK TREE, 9 FEET NORTHEAST OF THE NORTHWEST
 FE0313'CORNER OF A WOODEN GARAGE AND 4 FEET NORTH OF THE GARAGE.  THE
 FE0313'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FE0313'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0316 ***********************************************************************
 FE0316  DESIGNATION -  OAK 2 RM 4
 FE0316  PID         -  FE0316
 FE0316  STATE/COUNTY-  TN/HARDIN
 FE0316  USGS QUAD   -  SAVANNAH (1991)
 FE0316
 FE0316                         *CURRENT SURVEY CONTROL
 FE0316  ___________________________________________________________________
 FE0316* NAD 83(1986)-  35 13 33.     (N)    088 12 04.     (W)     SCALED    
 FE0316* NAVD 88     -       133.37   (+/-2cm)     437.6    (feet)  VERTCON   
 FE0316  ___________________________________________________________________
 FE0316  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0316
 FE0316  VERT ORDER  -  THIRD (See Below)
 FE0316
 FE0316.The horizontal coordinates were scaled from a topographic map and have
 FE0316.an estimated accuracy of +/- 6 seconds.
 FE0316
 FE0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0316.The vertical order pertains to the NGVD 29 superseded value.
 FE0316
 FE0316.The geoid height was determined by GEOID03.
 FE0316
 FE0316;                    North         East    Units  Estimated Accuracy
 FE0316;SPC TN       -   101,280.      399,630.      MT  (+/- 180 meters Scaled)
 FE0316
 FE0316                          SUPERSEDED SURVEY CONTROL
 FE0316
 FE0316  NGVD 29 (??/??/??)  133.38   (m)          437.6    (f) RESET       3  
 FE0316
 FE0316.Superseded values are not recommended for survey control.
 FE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0316.See file dsdata.txt to determine how the superseded data were derived.
 FE0316
 FE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD906987(NAD 83)
 FE0316_MARKER: DR = REFERENCE MARK DISK
 FE0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0316_STAMPING: OAK 2 RM-4 1964
 FE0316_MARK LOGO: TNHD  
 FE0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0316+STABILITY: SURFACE MOTION
 FE0316
 FE0316  HISTORY     - Date     Condition        Report By
 FE0316  HISTORY     - 1964     MONUMENTED       TNHD
 FE0316
 FE0316                          STATION DESCRIPTION
 FE0316
 FE0316'DESCRIBED BY TN HIGHWAY DEPT 1964
 FE0316'3 MI E FROM SAVANNAH.
 FE0316'THE MARK IS LOCATED AT THE OAK 2 1964 STATION SITE, 24 FET EAST
 FE0316'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2 FEET SOUTH OF A
 FE0316'FENCE AND 1.7 FEET WEST OF A WOODEN WITNESS POST.  THE MARK IS
 FE0316'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FE0316'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0312 ***********************************************************************
 FE0312  DESIGNATION -  OAK AZ MK
 FE0312  PID         -  FE0312
 FE0312  STATE/COUNTY-  TN/HARDIN
 FE0312  USGS QUAD   -  SAVANNAH (1991)
 FE0312
 FE0312                         *CURRENT SURVEY CONTROL
 FE0312  ___________________________________________________________________
 FE0312* NAD 83(1986)-  35 13 32.     (N)    088 12 03.     (W)     SCALED    
 FE0312* NAVD 88     -       131.407  (meters)     431.12   (feet)  ADJUSTED  
 FE0312  ___________________________________________________________________
 FE0312  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0312  DYNAMIC HT  -         131.289 (meters)     430.74  (feet)  COMP
 FE0312  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0312
 FE0312  VERT ORDER  -  SECOND    CLASS 0
 FE0312
 FE0312.The horizontal coordinates were scaled from a topographic map and have
 FE0312.an estimated accuracy of +/- 6 seconds.
 FE0312
 FE0312.The orthometric height was determined by differential leveling
 FE0312.and adjusted by the National Geodetic Survey in June 1991..
 FE0312
 FE0312.The geoid height was determined by GEOID03.
 FE0312
 FE0312.The dynamic height is computed by dividing the NAVD 88
 FE0312.geopotential number by the normal gravity value computed on the
 FE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0312.degrees latitude (g = 980.6199 gals.).
 FE0312
 FE0312.The modeled gravity was interpolated from observed gravity values.
 FE0312
 FE0312;                    North         East    Units  Estimated Accuracy
 FE0312;SPC TN       -   101,250.      399,660.      MT  (+/- 180 meters Scaled)
 FE0312
 FE0312                          SUPERSEDED SURVEY CONTROL
 FE0312
 FE0312  NGVD 29 (??/??/??)  131.426  (m)          431.19   (f) ADJUSTED    2 0
 FE0312
 FE0312.Superseded values are not recommended for survey control.
 FE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0312.See file dsdata.txt to determine how the superseded data were derived.
 FE0312
 FE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD907987(NAD 83)
 FE0312_MARKER: DZ = AZIMUTH MARK DISK
 FE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0312_STAMPING: OAK AZI 1962
 FE0312_MARK LOGO: TNHD  
 FE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0312+STABILITY: SURFACE MOTION
 FE0312
 FE0312  HISTORY     - Date     Condition        Report By
 FE0312  HISTORY     - 1962     MONUMENTED       TNHD
 FE0312  HISTORY     - 1964     GOOD             TNHD
 FE0312
 FE0312                          STATION DESCRIPTION
 FE0312
 FE0312'DESCRIBED BY TN HIGHWAY DEPT 1964
 FE0312'3 MI E FROM SAVANNAH.
 FE0312'TO REACH FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH, GO 2.9 MILES
 FE0312'EAST ON U.S. HIGHWAY 64 TO A GRAVELED ROAD ON THE RIGHT AND THE
 FE0312'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS 190 FEET NORTH OF THE
 FE0312'APPROXIMATE CENTER OF U.S. HIGHWAY 64, 16 FEET EAST OF A UTILITY
 FE0312'POLE AND 15 FEET WEST OF A DRIVEWAY.  THE MARK IS A STANDARD
 FE0312'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 FE0312'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED OAK AZI
 FE0312'1962.  NOTE-- DUE TO CHANGES IN THE NEARBY ROADWAY (U.S. HIGHWAY 64),
 FE0312'THE 1962 DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0260 ***********************************************************************
 FC0260  DESIGNATION -  OAK AZ MK
 FC0260  PID         -  FC0260
 FC0260  STATE/COUNTY-  TN/LOUDON
 FC0260  USGS QUAD   -  LENOIR CITY (1986)
 FC0260
 FC0260                         *CURRENT SURVEY CONTROL
 FC0260  ___________________________________________________________________
 FC0260* NAD 83(1986)-  35 48 08.     (N)    084 18 56.     (W)     SCALED    
 FC0260* NAVD 88     -       271.608  (meters)     891.10   (feet)  ADJUSTED  
 FC0260  ___________________________________________________________________
 FC0260  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0260  DYNAMIC HT  -         271.349 (meters)     890.25  (feet)  COMP
 FC0260  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC0260
 FC0260  VERT ORDER  -  SECOND    CLASS 0
 FC0260
 FC0260.The horizontal coordinates were scaled from a topographic map and have
 FC0260.an estimated accuracy of +/- 6 seconds.
 FC0260
 FC0260.The orthometric height was determined by differential leveling
 FC0260.and adjusted by the National Geodetic Survey in June 1991..
 FC0260
 FC0260.The geoid height was determined by GEOID03.
 FC0260
 FC0260.The dynamic height is computed by dividing the NAVD 88
 FC0260.geopotential number by the normal gravity value computed on the
 FC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0260.degrees latitude (g = 980.6199 gals.).
 FC0260
 FC0260.The modeled gravity was interpolated from observed gravity values.
 FC0260
 FC0260;                    North         East    Units  Estimated Accuracy
 FC0260;SPC TN       -   164,280.      752,240.      MT  (+/- 180 meters Scaled)
 FC0260
 FC0260                          SUPERSEDED SURVEY CONTROL
 FC0260
 FC0260  NGVD 29 (??/??/92)  271.719  (m)          891.46   (f) ADJ UNCH    2 0
 FC0260
 FC0260.Superseded values are not recommended for survey control.
 FC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0260.See file dsdata.txt to determine how the superseded data were derived.
 FC0260
 FC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE425653(NAD 83)
 FC0260_MARKER: DZ = AZIMUTH MARK DISK
 FC0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0260_STAMPING: OAK 1961
 FC0260_MARK LOGO: CGS   
 FC0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0260+STABILITY: SURFACE MOTION
 FC0260
 FC0260  HISTORY     - Date     Condition        Report By
 FC0260  HISTORY     - 1961     MONUMENTED       CGS
 FC0260
 FC0260                          STATION DESCRIPTION
 FC0260
 FC0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0260'3.7 MI SW FROM EATON CROSSROADS.
 FC0260'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0260'EATON SCHOOL, GO 1.65 MILE SOUTH ON STATE HIGHWAY 95, THEN 1.75
 FC0260'MILE SOUTHWEST ON A PAVED ROAD TO A CROSSROADS, THEN GO 0.1 MILE
 FC0260'NORTHWEST TO A FORK, TAKE LEFT FORK AND GO 0.2 MILE TO THE
 FC0260'AZIMUTH MARK ON THE LEFT.  THE MARK IS 17 FT. SOUTH OF THE CENTER
 FC0260'OF THE GRAVELED ROAD, 2 FT. WEST OF A WITNESS SIGN AND 1 FT.
 FC0260'SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0260'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0257 ***********************************************************************
 FC0257  DESIGNATION -  OAK RM 1
 FC0257  PID         -  FC0257
 FC0257  STATE/COUNTY-  TN/LOUDON
 FC0257  USGS QUAD   -  LENOIR CITY (1986)
 FC0257
 FC0257                         *CURRENT SURVEY CONTROL
 FC0257  ___________________________________________________________________
 FC0257* NAD 83(1986)-  35 48 06.     (N)    084 18 53.     (W)     SCALED    
 FC0257* NAVD 88     -       272.976  (meters)     895.59   (feet)  ADJUSTED  
 FC0257  ___________________________________________________________________
 FC0257  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0257  DYNAMIC HT  -         272.717 (meters)     894.74  (feet)  COMP
 FC0257  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0257
 FC0257  VERT ORDER  -  SECOND    CLASS 0
 FC0257
 FC0257.The horizontal coordinates were scaled from a topographic map and have
 FC0257.an estimated accuracy of +/- 6 seconds.
 FC0257
 FC0257.The orthometric height was determined by differential leveling
 FC0257.and adjusted by the National Geodetic Survey in June 1991..
 FC0257
 FC0257.The geoid height was determined by GEOID03.
 FC0257
 FC0257.The dynamic height is computed by dividing the NAVD 88
 FC0257.geopotential number by the normal gravity value computed on the
 FC0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0257.degrees latitude (g = 980.6199 gals.).
 FC0257
 FC0257.The modeled gravity was interpolated from observed gravity values.
 FC0257
 FC0257;                    North         East    Units  Estimated Accuracy
 FC0257;SPC TN       -   164,220.      752,320.      MT  (+/- 180 meters Scaled)
 FC0257
 FC0257                          SUPERSEDED SURVEY CONTROL
 FC0257
 FC0257  NGVD 29 (??/??/92)  273.088  (m)          895.96   (f) ADJ UNCH    2 0
 FC0257
 FC0257.Superseded values are not recommended for survey control.
 FC0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0257.See file dsdata.txt to determine how the superseded data were derived.
 FC0257
 FC0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE426652(NAD 83)
 FC0257_MARKER: DR = REFERENCE MARK DISK
 FC0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0257_STAMPING: OAK NO 1 1961
 FC0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0257+STABILITY: SURFACE MOTION
 FC0257
 FC0257  HISTORY     - Date     Condition        Report By
 FC0257  HISTORY     - 1961     MONUMENTED       CGS
 FC0257
 FC0257                          STATION DESCRIPTION
 FC0257
 FC0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0257'3.4 MI SW FROM EATON CROSSROADS.
 FC0257'THIS MARK IS LOCATED AT THE OAK 1961 STATION SITE, 50 FT. NORTHEAST
 FC0257'OF THE STATION MARK, 24 FT. NORTH OF THE CENTER OF A GRAVELED
 FC0257'ROAD AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 FC0257'OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 6 FT. ABOVE
 FC0257'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0258 ***********************************************************************
 FC0258  DESIGNATION -  OAK RM 2
 FC0258  PID         -  FC0258
 FC0258  STATE/COUNTY-  TN/LOUDON
 FC0258  USGS QUAD   -  LENOIR CITY (1986)
 FC0258
 FC0258                         *CURRENT SURVEY CONTROL
 FC0258  ___________________________________________________________________
 FC0258* NAD 83(1986)-  35 48 06.     (N)    084 18 53.     (W)     SCALED    
 FC0258* NAVD 88     -       271.800  (meters)     891.73   (feet)  ADJUSTED  
 FC0258  ___________________________________________________________________
 FC0258  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0258  DYNAMIC HT  -         271.541 (meters)     890.88  (feet)  COMP
 FC0258  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0258
 FC0258  VERT ORDER  -  SECOND    CLASS 0
 FC0258
 FC0258.The horizontal coordinates were scaled from a topographic map and have
 FC0258.an estimated accuracy of +/- 6 seconds.
 FC0258
 FC0258.The orthometric height was determined by differential leveling
 FC0258.and adjusted by the National Geodetic Survey in June 1991..
 FC0258
 FC0258.The geoid height was determined by GEOID03.
 FC0258
 FC0258.The dynamic height is computed by dividing the NAVD 88
 FC0258.geopotential number by the normal gravity value computed on the
 FC0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0258.degrees latitude (g = 980.6199 gals.).
 FC0258
 FC0258.The modeled gravity was interpolated from observed gravity values.
 FC0258
 FC0258;                    North         East    Units  Estimated Accuracy
 FC0258;SPC TN       -   164,220.      752,320.      MT  (+/- 180 meters Scaled)
 FC0258
 FC0258                          SUPERSEDED SURVEY CONTROL
 FC0258
 FC0258  NGVD 29 (??/??/92)  271.911  (m)          892.09   (f) ADJ UNCH    2 0
 FC0258
 FC0258.Superseded values are not recommended for survey control.
 FC0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0258.See file dsdata.txt to determine how the superseded data were derived.
 FC0258
 FC0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE426652(NAD 83)
 FC0258_MARKER: DR = REFERENCE MARK DISK
 FC0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0258_STAMPING: OAK NO 2 1961
 FC0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0258+STABILITY: SURFACE MOTION
 FC0258
 FC0258  HISTORY     - Date     Condition        Report By
 FC0258  HISTORY     - 1961     MONUMENTED       CGS
 FC0258
 FC0258                          STATION DESCRIPTION
 FC0258
 FC0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0258'3.4 MI SW FROM EATON CROSSROADS.
 FC0258'THIS MARK IS LOCATED AT THE OAK 1961 STATION SITE, 29 FT. NORTHWEST
 FC0258'OF THE STATION MARK, AND 27 FT. SOUTH OF THE CENTER OF A GRAVELED
 FC0258'ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FC0258'GROUND AND ABOUT 8 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2538 ***********************************************************************
 FE2538  DESIGNATION -  OAKLAND
 FE2538  PID         -  FE2538
 FE2538  STATE/COUNTY-  TN/FAYETTE
 FE2538  USGS QUAD   -  OAKLAND (1983)
 FE2538
 FE2538                         *CURRENT SURVEY CONTROL
 FE2538  ___________________________________________________________________
 FE2538* NAD 83(1995)-  35 13 44.14052(N)    089 32 08.94080(W)     ADJUSTED  
 FE2538* NAVD 88     -       121.22   (+/-2cm)     397.7    (feet)  VERTCON   
 FE2538  ___________________________________________________________________
 FE2538  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2538  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2538
 FE2538  HORZ ORDER  -  THIRD
 FE2538  VERT ORDER  -  THIRD ? (See Below)
 FE2538
 FE2538.The horizontal coordinates were established by classical geodetic methods
 FE2538.and adjusted by the National Geodetic Survey in April 1999..
 FE2538
 FE2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2538.The vertical order pertains to the NGVD 29 superseded value.
 FE2538
 FE2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2538
 FE2538.The geoid height was determined by GEOID03.
 FE2538
 FE2538;                    North         East     Units Scale Factor Converg.
 FE2538;SPC TN       -   105,180.541   278,192.102   MT  1.00000379   -2 04 12.0
 FE2538;SPC TN       -   345,079.82    912,701.92   sFT  1.00000379   -2 04 12.0
 FE2538;UTM  16      - 3,901,377.800   269,223.420   MT  1.00025640   -1 27 48.3
 FE2538
 FE2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2538!SPC TN       -   0.99998529  x   1.00000379  =   0.99998908
 FE2538!UTM  16      -   0.99998529  x   1.00025640  =   1.00024169
 FE2538
 FE2538|---------------------------------------------------------------------|
 FE2538| PID    Reference Object                     Distance      Geod. Az  |
 FE2538|                                                           dddmmss.s |
 FE2538| CG4724 OAKLAND RM 1                         20.442 METERS 05341     |
 FE2538| CG4725 OAKLAND RM 2                         24.959 METERS 27608     |
 FE2538| CG4723 OAKLAND AZ MK                                      2770131.4 |
 FE2538| FE2539 TT 6 CWH                             53.801 METERS 31359     |
 FE2538|---------------------------------------------------------------------|
 FE2538
 FE2538                          SUPERSEDED SURVEY CONTROL
 FE2538
 FE2538  NAD 83(1995)-  35 13 44.14496(N)    089 32 08.94223(W) AD(       ) 3
 FE2538  NAD 83(1995)-  35 13 44.14520(N)    089 32 08.94190(W) AD(       ) 3
 FE2538  NAD 83(1986)-  35 13 44.15230(N)    089 32 08.94096(W) AD(       ) 3
 FE2538  NAD 27      -  35 13 43.83860(N)    089 32 08.66350(W) AD(       ) 3
 FE2538  NGVD 29 (07/19/86)  121.19   (m)          397.6    (f) LEVELING    3  
 FE2538
 FE2538.Superseded values are not recommended for survey control.
 FE2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2538.See file dsdata.txt to determine how the superseded data were derived.
 FE2538
 FE2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6922301378(NAD 83)
 FE2538_MARKER: DS = TRIANGULATION STATION DISK
 FE2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2538
 FE2538  HISTORY     - Date     Condition        Report By
 FE2538  HISTORY     - 1958     MONUMENTED       CGS
 FE2538  HISTORY     - 20040804 POOR             USACE
 FE2538
 FE2538                          STATION DESCRIPTION
 FE2538
 FE2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2538'THE STATION IS ABOUT 1 MILE WEST OF OAKLAND, 5 MILES WEST OF WARREN
 FE2538'JUNCTION AND 9 MILES SOUTHEAST OF ARLINGTON ON THE PROPERTY OF MR.
 FE2538'W.G. NEWBORN.  THE MONUMENT IS 6 FEET NORTH OF A WHITE WITNESS POST,
 FE2538'86 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 64, 27 FEET
 FE2538'SOUTHEAST OF A DIRT TRACK ROAD AND 210 FEET EAST OF THE EAST GABLE OF
 FE2538'A SMALL FRAME HOUSE.
 FE2538'
 FE2538'TO REACH FROM THE PAVED RAILROAD CROSSING 0.05 MILE WEST OF THE
 FE2538'RAILROAD DEPOT IN OAKLAND, GO NORTH FOR 0.3 MILE TO THE ROADS
 FE2538'JUNCTION WITH U.S. HIGHWAY 64.  TURN LEFT, WEST, AND GO 1.15 MILES TO
 FE2538'THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD.
 FE2538'
 FE2538'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON U.S.
 FE2538'HIGHWAY 64 FOR 0.25 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF
 FE2538'THE ROAD.
 FE2538'
 FE2538'THE STATION MARK IS A STANDARD DISK STAMPED OAKLAND 1958 AND SET
 FE2538'FLUSH WITH THE GROUND.
 FE2538'
 FE2538'REFERENCE MARK 1 IS 46 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 FE2538'64 AND 71 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS A
 FE2538'STANDARD DISK STAMPED OAKLAND NO 1 1958 AND PROJECTS 3 INCHES.
 FE2538'
 FE2538'REFERENCE MARK 2 IS 79 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 FE2538'64, 81 FEET WEST OF A WHITE WITNESS POST AND 13 FEET NORTH OF A
 FE2538'DIRT TRACK ROAD.  THE MONUMENT IS A STANDARD DISK STAMPED OAKLAND NO
 FE2538'2 1958 AND PROJECTS 3 INCHES.
 FE2538'
 FE2538'AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE, 5 FEET EAST OF A WHITE
 FE2538'WITNESS POST AND 36 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 FE2538'64.  THE MONUMENT IS A STANDARD DISK STAMPED OAKLAND 1958 AND
 FE2538'PROJECTS 1 INCH.
 FE2538'
 FE2538'TT 6 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 FE2538'PRE-CAST 8 INCH CONCRETE POST.  THE MONUMENT IS 1 FOOT SOUTH OF A
 FE2538'FENCE, 34 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 64 AND 127
 FE2538'FEET EAST OF A GRAVEL ROAD.  THE MONUMENT IS STAMPED TT 6 CWH 1951
 FE2538'AND PROJECTS 6 INCHES.
 FE2538'
 FE2538'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2538
 FE2538                          STATION RECOVERY (2004)
 FE2538
 FE2538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 FE2538'MARK DESTROYED DUE TO NEW 4 LANE HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2669 ***********************************************************************
 GC2669  DESIGNATION -  OAKWOOD
 GC2669  PID         -  GC2669
 GC2669  STATE/COUNTY-  TN/MONTGOMERY
 GC2669  USGS QUAD   -  WOODLAWN (1982)
 GC2669
 GC2669                         *CURRENT SURVEY CONTROL
 GC2669  ___________________________________________________________________
 GC2669* NAD 83(1995)-  36 31 57.68947(N)    087 34 12.70276(W)     ADJUSTED  
 GC2669* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 GC2669  ___________________________________________________________________
 GC2669  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 GC2669  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2669
 GC2669  HORZ ORDER  -  THIRD
 GC2669
 GC2669.The horizontal coordinates were established by classical geodetic methods
 GC2669.and adjusted by the National Geodetic Survey in April 1999..
 GC2669
 GC2669.The orthometric height was scaled from a topographic map.
 GC2669
 GC2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2669
 GC2669.The geoid height was determined by GEOID03.
 GC2669
 GC2669;                    North         East     Units Scale Factor Converg.
 GC2669;SPC TN       -   245,151.866   459,386.492   MT  1.00002264   -0 55 09.3
 GC2669;SPC TN       -   804,302.41  1,507,170.52   sFT  1.00002264   -0 55 09.3
 GC2669;UTM  16      - 4,043,185.558   448,957.244   MT  0.99963210   -0 20 22.0
 GC2669
 GC2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2669!SPC TN       -   0.99997387  x   1.00002264  =   0.99999651
 GC2669!UTM  16      -   0.99997387  x   0.99963210  =   0.99960598
 GC2669
 GC2669|---------------------------------------------------------------------|
 GC2669| PID    Reference Object                     Distance      Geod. Az  |
 GC2669|                                                           dddmmss.s |
 GC2669| CG6218 OAKWOOD AZ MK                        28.527 METERS 05655     |
 GC2669| CG6219 OAKWOOD RM 1                                       08453     |
 GC2669| CG6220 OAKWOOD RM 2                         22.884 METERS 35905     |
 GC2669|---------------------------------------------------------------------|
 GC2669
 GC2669                          SUPERSEDED SURVEY CONTROL
 GC2669
 GC2669  NAD 83(1995)-  36 31 57.69029(N)    087 34 12.70707(W) AD(       ) 3
 GC2669  NAD 83(1995)-  36 31 57.69144(N)    087 34 12.70728(W) AD(       ) 3
 GC2669  NAD 83(1986)-  36 31 57.69943(N)    087 34 12.70960(W) AD(       ) 3
 GC2669  NAD 27      -  36 31 57.52100(N)    087 34 12.66000(W) AD(       ) 3
 GC2669
 GC2669.Superseded values are not recommended for survey control.
 GC2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2669.See file dsdata.txt to determine how the superseded data were derived.
 GC2669
 GC2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4895743186(NAD 83)
 GC2669_MARKER: DS = TRIANGULATION STATION DISK
 GC2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2669
 GC2669  HISTORY     - Date     Condition        Report By
 GC2669  HISTORY     - 1953     MONUMENTED       CGS
 GC2669  HISTORY     - 1957     GOOD             CGS
 GC2669
 GC2669                          STATION DESCRIPTION
 GC2669
 GC2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2669'STATION IS LOCATED 12 MILES WEST OF CLARKSVILLE AND 1 MILE SOUTHEAST
 GC2669'OF OAKWOOD ON THE GROUNDS OF THE OAKWOOD SCHOOL. IT IS 114
 GC2669'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 114
 GC2669'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 GC2669'BUILDING AND 12 FEET EAST OF A WHITE WITNESS POST AND FENCE LINE. THE
 GC2669'MARK IS FLUSH AND THE DISK IS STAMPED OAKWOOD 1953.
 GC2669'
 GC2669'REFERENCE MARK NO. 1 IS 24 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GC2669'THE SCHOOL BUILDING AND 10 FEET SOUTHWEST OF A WATER WELL. THE
 GC2669'MARK IS FLUSH AND THE DISK IS STAMPED OAKWOOD NO 1 1953.
 GC2669'
 GC2669'REFERENCE MARK NO. 2 IS 108 FEET WEST OF THE NORTHWEST CORNER OF THE
 GC2669'SCHOOL BUILDING AND 1 FOOT EAST OF A FENCE LINE. THE MARK IS
 GC2669'FLUSH AND THE DISK IS STAMPED OAKWOOD NO 2 1953.
 GC2669'
 GC2669'AZIMUTH MARK IS 66 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 79, 4
 GC2669'FEET WEST OF A WHITE WITNESS POST AND 4 FEET SOUTHEAST OF A
 GC2669'FENCE CORNER. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2669'OAKWOOD 1953.
 GC2669'
 GC2669'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 79 AND
 GC2669'41A, 2 MILE NORTHWEST OF CLARKSVILLE, GO WEST ON HIGHWAY 79
 GC2669'FOR 6.1 MILE TO THE WOODLAWN SCHOOL AND TRIANGULATION STATION
 GC2669'WOODLAWN ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 3.8 MILES TO
 GC2669'THE OAKWOOD SCHOOL DRIVE ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO
 GC2669'THE SCHOOL BUILDING AND THE STATION AS DESCRIBED.
 GC2669'
 GC2669'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE SCHOOL
 GC2669'DRIVE FOR 0.1 MILE TO THE INTERSECTION OF U.S.  HIGHWAY 79,
 GC2669'TURN RIGHT ON HIGHWAY 79 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 GC2669'AS DESCRIBED.
 GC2669'
 GC2669'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2669
 GC2669                          STATION RECOVERY (1957)
 GC2669
 GC2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2669'STATION, REFERENCE MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2359 ***********************************************************************
 GB2359  DESIGNATION -  OBEY
 GB2359  PID         -  GB2359
 GB2359  STATE/COUNTY-  TN/PICKETT
 GB2359  USGS QUAD   -  BYRDSTOWN (1981)
 GB2359
 GB2359                         *CURRENT SURVEY CONTROL
 GB2359  ___________________________________________________________________
 GB2359* NAD 83(1995)-  36 32 13.11365(N)    085 09 29.17896(W)     ADJUSTED  
 GB2359* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GB2359  ___________________________________________________________________
 GB2359  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 GB2359  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB2359
 GB2359  HORZ ORDER  -  SECOND
 GB2359
 GB2359.The horizontal coordinates were established by classical geodetic methods
 GB2359.and adjusted by the National Geodetic Survey in April 1999..
 GB2359
 GB2359.The orthometric height was scaled from a topographic map.
 GB2359
 GB2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2359
 GB2359.The geoid height was determined by GEOID03.
 GB2359
 GB2359;                    North         East     Units Scale Factor Converg.
 GB2359;SPC TN       -   244,823.569   675,391.243   MT  1.00002355   +0 29 34.4
 GB2359;SPC TN       -   803,225.33  2,215,846.10   sFT  1.00002355   +0 29 34.4
 GB2359;UTM  16      - 4,045,087.725   664,881.251   MT  0.99993495   +1 05 48.5
 GB2359
 GB2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2359!SPC TN       -   0.99995644  x   1.00002355  =   0.99997999
 GB2359!UTM  16      -   0.99995644  x   0.99993495  =   0.99989139
 GB2359
 GB2359:                Primary Azimuth Mark                     Grid Az
 GB2359:SPC TN       -  HUDDLESTON KNOB 2                        068 14 53.8
 GB2359:UTM  16      -  HUDDLESTON KNOB 2                        067 38 39.7
 GB2359
 GB2359|---------------------------------------------------------------------|
 GB2359| PID    Reference Object                     Distance      Geod. Az  |
 GB2359|                                                           dddmmss.s |
 GB2359| GB2357 HUDDLESTON KNOB 2                   APPROX. 4.1 KM 0684428.2 |
 GB2359| CG6221 OBEY RM 1                             8.513 METERS 19325     |
 GB2359| CG6222 OBEY RM 2                             8.811 METERS 28446     |
 GB2359|---------------------------------------------------------------------|
 GB2359
 GB2359                          SUPERSEDED SURVEY CONTROL
 GB2359
 GB2359  NAD 83(1995)-  36 32 13.11363(N)    085 09 29.17999(W) AD(       ) 2
 GB2359  NAD 83(1995)-  36 32 13.12424(N)    085 09 29.18323(W) AD(       ) 2
 GB2359  NAD 83(1986)-  36 32 13.12470(N)    085 09 29.18353(W) AD(       ) 2
 GB2359  NAD 27      -  36 32 12.89400(N)    085 09 29.33000(W) AD(       ) 2
 GB2359
 GB2359.Superseded values are not recommended for survey control.
 GB2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2359.See file dsdata.txt to determine how the superseded data were derived.
 GB2359
 GB2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6488145088(NAD 83)
 GB2359_MARKER: DS = TRIANGULATION STATION DISK
 GB2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2359
 GB2359  HISTORY     - Date     Condition        Report By
 GB2359  HISTORY     - 1949     MONUMENTED       CGS
 GB2359
 GB2359                          STATION DESCRIPTION
 GB2359
 GB2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2359'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LIVINGSTON AND 2-1/2
 GB2359'MILES SOUTHWEST OF BYRDSTOWN. IT IS 12 FEET NORTHEAST OF A 6
 GB2359'INCH GUM TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE, 6 FEET
 GB2359'SOUTHEAST OF A WHITE WITNESS POST AND 4 FEET NORTHWEST OF A 4 INCH
 GB2359'POPLAR TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE. THE MARK PROJECTS
 GB2359'ABOUT 6 INCHES AND THE DISK IS STAMPED OBEY 1949.
 GB2359'
 GB2359'REFERENCE MARK NO.1 IS 16 FEET SOUTH OF A 6 INCH GUM TREE WITH A
 GB2359'TRIANGLE BLAZE ON THE WEST SIDE. THE MARK PROJECTS ABOUT 6
 GB2359'INCHES AND THE DISK IS STAMPED OBEY NO 1 1949.
 GB2359'
 GB2359'REFERENCE MARK NO.2 IS 7 FEET EAST OF A 10 INCH HICKORY TREE WITH A
 GB2359'TRIANGLE BLAZE ON THE EAST SIDE. THE MARK PROJECTS 6 INCHES AND THE
 GB2359'DISK IS STAMPED OBEY NO 2 1949.
 GB2359'
 GB2359'TRIANGULATION STATION HUDDLESTON KNOB 2 1935 WAS USED AS THE AZIMUTH
 GB2359'MARK.
 GB2359'
 GB2359'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2359'LIVINGSTON, GO NORTHEAST ON STATE HIGHWAY NO.42 FOR 17.05 MILES TO
 GB2359'THE NORTH END OF THE BRIDGE OVER THE OBEY RIVER, CONTINUE ON HIGHWAY
 GB2359'FOR 1.2 MILES TO A GRAVEL DRIVEWAY ON THE RIGHT, TURN RIGHT ON
 GB2359'GRAVEL DRIVEWAY AND GO EAST FOR 0.4 MILE TO A HOUSE ON THE LEFT,
 GB2359'CONTINUE EAST FOR 0.3 MILE ON DIM ROAD THROUGH WOODS TO A FORK IN
 GB2359'ROAD, TAKE LEFT FORK AND GO 0.25 MILE TO THE TOP OF HILL AND STATION
 GB2359'AS DESCRIBED.
 GB2359'
 GB2359'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1619 ***********************************************************************
 GD1619  DESIGNATION -  OBIO
 GD1619  PID         -  GD1619
 GD1619  STATE/COUNTY-  TN/OBION
 GD1619  USGS QUAD   -  OBION (1983)
 GD1619
 GD1619                         *CURRENT SURVEY CONTROL
 GD1619  ___________________________________________________________________
 GD1619* NAD 83(1995)-  36 17 09.25554(N)    089 10 41.53104(W)     ADJUSTED  
 GD1619* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 GD1619  ___________________________________________________________________
 GD1619  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GD1619  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1619
 GD1619  HORZ ORDER  -  THIRD
 GD1619
 GD1619.The horizontal coordinates were established by classical geodetic methods
 GD1619.and adjusted by the National Geodetic Survey in April 1999..
 GD1619
 GD1619.The orthometric height was scaled from a topographic map.
 GD1619
 GD1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1619
 GD1619.The geoid height was determined by GEOID03.
 GD1619
 GD1619;                    North         East     Units Scale Factor Converg.
 GD1619;SPC TN       -   221,274.268   314,535.455   MT  0.99997942   -1 51 38.3
 GD1619;SPC TN       -   725,963.99  1,031,938.41   sFT  0.99997942   -1 51 38.3
 GD1619;UTM  16      - 4,017,861.407   304,380.549   MT  1.00007151   -1 17 22.2
 GD1619
 GD1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1619!SPC TN       -   0.99998701  x   0.99997942  =   0.99996643
 GD1619!UTM  16      -   0.99998701  x   1.00007151  =   1.00005852
 GD1619
 GD1619:                Primary Azimuth Mark                     Grid Az
 GD1619:SPC TN       -  TROY MUNICIPAL TANK                      009 15 16.4
 GD1619:UTM  16      -  TROY MUNICIPAL TANK                      008 41 00.3
 GD1619
 GD1619|---------------------------------------------------------------------|
 GD1619| PID    Reference Object                     Distance      Geod. Az  |
 GD1619|                                                           dddmmss.s |
 GD1619| GD1622 TROY MUNICIPAL TANK                 APPROX. 6.1 KM 0072338.1 |
 GD1619| GD1620 OBION MUNICIPAL TANK                APPROX. 3.0 KM 1962242.4 |
 GD1619| CG4727 OBIO RM 1                            14.468 METERS 20628     |
 GD1619| CG4726 OBIO AZ MK                                         2533210.4 |
 GD1619| CG4728 OBIO RM 2                             9.667 METERS 26352     |
 GD1619|---------------------------------------------------------------------|
 GD1619
 GD1619                          SUPERSEDED SURVEY CONTROL
 GD1619
 GD1619  NAD 83(1995)-  36 17 09.25891(N)    089 10 41.53096(W) AD(       ) 3
 GD1619  NAD 83(1995)-  36 17 09.26103(N)    089 10 41.53124(W) AD(       ) 3
 GD1619  NAD 83(1986)-  36 17 09.26755(N)    089 10 41.53023(W) AD(       ) 3
 GD1619  NAD 27      -  36 17 09.02050(N)    089 10 41.28460(W) AD(       ) 3
 GD1619
 GD1619.Superseded values are not recommended for survey control.
 GD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1619.See file dsdata.txt to determine how the superseded data were derived.
 GD1619
 GD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0438117861(NAD 83)
 GD1619_MARKER: DS = TRIANGULATION STATION DISK
 GD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1619
 GD1619  HISTORY     - Date     Condition        Report By
 GD1619  HISTORY     - 1959     MONUMENTED       CGS
 GD1619  HISTORY     - 1967     GOOD             CGS
 GD1619
 GD1619                          STATION DESCRIPTION
 GD1619
 GD1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1619'THE STATION IS ABOUT 4 MILES SOUTH OF TROY AND 2 MILES NORTH OF OBION
 GD1619'ON THE PROPERTY OF MR. DALE GLOVER.  IT IS 240 FEET SOUTHEAST OF THE
 GD1619'CORNER OF A LARGE BARN, 24 FEET NORTH OF THE CENTERLINE OF A
 GD1619'GRAVELED ROAD, 11 FEET SOUTHWEST OF A WEST GATEPOST, AND 4 FEET
 GD1619'NORTH OF A WITNESS POST AND A WIRE FENCE.  THE MONUMENT IS 2
 GD1619'INCHES UNDERGROUND AND THE DISK IS STAMPED OBIO 1959.
 GD1619'
 GD1619'TO REACH THE STATION FROM THE OBION HIGH SCHOOL, MIDDLE TRAFFIC LIGHT
 GD1619'IN THE TOWN OF OBION, GO NORTH ON U.S. HIGHWAY 51 FOR 1.6 MILES TO
 GD1619'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 51 FOR 0.15
 GD1619'MILE TO A GRAVELED CROSSROAD AND A SIGN ON RIGHT WOLVERINE
 GD1619'COMMUNITY.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.5 MILE
 GD1619'TO THE STATION ON THE LEFT.
 GD1619'
 GD1619'REFERENCE MARK 1 IS 45 FEET SOUTHWEST OF THE WITNESS POST, 19 FEET
 GD1619'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF A
 GD1619'WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1619'OBIO NO 1 1959.
 GD1619'
 GD1619'REFERENCE MARK 2 IS 33 FEET WEST OF THE WITNESS POST, 21 FEET NORTH
 GD1619'OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF A WIRE
 GD1619'FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED OBIO NO 2
 GD1619'1959.
 GD1619'
 GD1619'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF HIGHWAY 51, 2
 GD1619'FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A SOUTH GATEPOST.
 GD1619'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OBIO 1959.
 GD1619'
 GD1619'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1619
 GD1619                          STATION RECOVERY (1967)
 GD1619
 GD1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1619'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED WITH
 GD1619'THE FOLLOWING ADDED NOTATION.  THE AZIMUTH MARK IS 0.7 OF A FOOT
 GD1619'EAST OF A METAL WITNESS POST AND SIGN.  CONDITION OF ALL MARKS
 GD1619'GOOD.
 GD1619'
 GD1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NORTH
 GD1619'OF OBION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1620 ***********************************************************************
 GD1620  DESIGNATION -  OBION MUNICIPAL TANK
 GD1620  PID         -  GD1620
 GD1620  STATE/COUNTY-  TN/OBION
 GD1620  USGS QUAD   -  OBION (1983)
 GD1620
 GD1620                         *CURRENT SURVEY CONTROL
 GD1620  ___________________________________________________________________
 GD1620* NAD 83(1995)-  36 15 37.11648(N)    089 11 14.96848(W)     ADJUSTED  
 GD1620* NAVD 88     -                                                        
 GD1620  ___________________________________________________________________
 GD1620  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GD1620  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1620
 GD1620  HORZ ORDER  -  THIRD
 GD1620
 GD1620.The horizontal coordinates were established by classical geodetic methods
 GD1620.and adjusted by the National Geodetic Survey in April 1999..
 GD1620
 GD1620
 GD1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1620
 GD1620.The geoid height was determined by GEOID03.
 GD1620
 GD1620;                    North         East     Units Scale Factor Converg.
 GD1620;SPC TN       -   218,462.934   313,609.010   MT  0.99997600   -1 51 57.9
 GD1620;SPC TN       -   716,740.48  1,028,898.89   sFT  0.99997600   -1 51 57.9
 GD1620;UTM  16      - 4,015,040.702   303,482.106   MT  1.00007585   -1 17 39.2
 GD1620
 GD1620                          SUPERSEDED SURVEY CONTROL
 GD1620
 GD1620  NAD 83(1995)-  36 15 37.11999(N)    089 11 14.96864(W) AD(       ) 4
 GD1620  NAD 83(1995)-  36 15 37.12256(N)    089 11 14.96885(W) AD(       ) 4
 GD1620  NAD 83(1986)-  36 15 37.12867(N)    089 11 14.96754(W) AD(       ) 4
 GD1620  NAD 27      -  36 15 36.87700(N)    089 11 14.72200(W) AD(       ) 3
 GD1620
 GD1620.Superseded values are not recommended for survey control.
 GD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1620.See file dsdata.txt to determine how the superseded data were derived.
 GD1620
 GD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0348215041(NAD 83)
 GD1620_MARKER: 51 = TANK
 GD1620
 GD1620  HISTORY     - Date     Condition        Report By
 GD1620  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1620  HISTORY     - 1967     GOOD             CGS
 GD1620
 GD1620                          STATION DESCRIPTION
 GD1620
 GD1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1620'THE STATION WAS RECOVERED AND IT IS ASSUMED THAT IT OCCUPIES THE
 GD1620'SAME POSITION AS THE TANK INTERSECTED IN 1959.  NO DESCRIPTION FOR
 GD1620'THIS TANK WAS EVER WRITTEN.  IT IS THE ONLY TANK THAT EVER EXISTED
 GD1620'IN OBION PRIOR TO 1962, WHEN A NEW WATER TANK WAS CONSTRUCTED
 GD1620'ABOUT 0.5 OF A MILE NORTH AND IS A MUCH LARGER STRUCTURE
 GD1620'SUPPORTING AN ELLIPSOID TANK.
 GD1620'
 GD1620'THE STATION IS THE SOUTH ONE OF TWO TANKS AND IS LOCATED IN THE
 GD1620'NORTHEAST ANGLE OF PALASTINE AVENUE AND SIXTH STREET, DIRECTLY
 GD1620'BEHIND AND 68 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1620'HARDWICKE-ETTER COTTON GIN.
 GD1620'
 GD1620'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 GD1620'A CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF, IS
 GD1620'PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 80 FEET.
 GD1620'
 GD1620'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1620'
 GD1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OBION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1653 ***********************************************************************
 GD1653  DESIGNATION -  OBION RESET
 GD1653  PID         -  GD1653
 GD1653  STATE/COUNTY-  TN/DYER
 GD1653  USGS QUAD   -  DYERSBURG (1983)
 GD1653
 GD1653                         *CURRENT SURVEY CONTROL
 GD1653  ___________________________________________________________________
 GD1653* NAD 83(1995)-  36 06 46.00378(N)    089 29 33.26618(W)     ADJUSTED  
 GD1653* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 GD1653  ___________________________________________________________________
 GD1653  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 GD1653  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1653
 GD1653  HORZ ORDER  -  FIRST
 GD1653
 GD1653.The horizontal coordinates were established by classical geodetic methods
 GD1653.and adjusted by the National Geodetic Survey in April 1999..
 GD1653
 GD1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1653
 GD1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1653
 GD1653.The geoid height was determined by GEOID03.
 GD1653
 GD1653;                    North         East     Units Scale Factor Converg.
 GD1653;SPC TN       -   203,038.922   285,624.885   MT  0.99996019   -2 02 40.9
 GD1653;SPC TN       -   666,136.86    937,087.64   sFT  0.99996019   -2 02 40.9
 GD1653;UTM  16      - 3,999,334.632   275,648.742   MT  1.00022023   -1 28 10.8
 GD1653
 GD1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1653!SPC TN       -   0.99998041  x   0.99996019  =   0.99994060
 GD1653!UTM  16      -   0.99998041  x   1.00022023  =   1.00020064
 GD1653
 GD1653|---------------------------------------------------------------------|
 GD1653| PID    Reference Object                     Distance      Geod. Az  |
 GD1653|                                                           dddmmss.s |
 GD1653| CG4733 OBION RM 3                           21.162 METERS 07944     |
 GD1653| CG4731 OBION RM 1                           84.216 METERS 12402     |
 GD1653| CG4732 OBION RM 2                          111.130 METERS 14844     |
 GD1653| CG4730 OBION AZ MK RESET                                  2282957.5 |
 GD1653| CG4729 OBION AZ MK                                        2312913.9 |
 GD1653| CG4734 OBION RM 4                           17.701 METERS 35116     |
 GD1653|---------------------------------------------------------------------|
 GD1653
 GD1653                          SUPERSEDED SURVEY CONTROL
 GD1653
 GD1653  NAD 83(1995)-  36 06 46.00731(N)    089 29 33.26667(W) AD(       ) 1
 GD1653  NAD 83(1995)-  36 06 46.00713(N)    089 29 33.26653(W) AD(       ) 1
 GD1653  NAD 83(1986)-  36 06 46.01527(N)    089 29 33.26598(W) AD(       ) 1
 GD1653  NAD 27      -  36 06 45.76081(N)    089 29 32.99889(W) AD(       ) 1
 GD1653  NGVD 29 (07/19/86)  153.0    (m)          502.     (f) VERT ANG       
 GD1653
 GD1653.Superseded values are not recommended for survey control.
 GD1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1653.See file dsdata.txt to determine how the superseded data were derived.
 GD1653
 GD1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7564999335(NAD 83)
 GD1653_MARKER: DS = TRIANGULATION STATION DISK
 GD1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1653_STAMPING: OBION 1939 1959
 GD1653_MARK LOGO: CGS   
 GD1653
 GD1653  HISTORY     - Date     Condition        Report By
 GD1653  HISTORY     - 1929     MONUMENTED       CGS
 GD1653  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GD1653  HISTORY     - 1965     GOOD             CGS
 GD1653  HISTORY     - 1967     GOOD             CGS
 GD1653
 GD1653                          STATION DESCRIPTION
 GD1653
 GD1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1653'ABOUT 8 MILES NORTHWEST OF DYERSBURG, AND 10 MILES SOUTH OF RIDGELY,
 GD1653'ON NORTHWEST SALIENT OF BLUFFS LYING BETWEEN THE FORKED DEER AND
 GD1653'OBION RIVERS, AND IMMEDIATELY SOUTH OF THE OBION.
 GD1653'TO REACH FROM DYERSBURG, GO WEST ON ROUTE 20 TO CROSSROADS 1.1
 GD1653'MILES WEST OF FINLEY, THEN NORTH ON GRAVEL ROAD 3.8 MILES TO
 GD1653'INTERSECTION JUST EAST OF LENNOX, AND FOLLOW ROAD ALONG FOOT OF
 GD1653'BLUFF ABOUT 1-1/2 MILES TO HOUSE OCCUPIED BY MR. RODGERS.  THERE IS
 GD1653'A PLANK BRIDGE JUST NORTH OF HOUSE AND JUST NORTH OF BRIDGE A
 GD1653'TRIANGULAR BLAZE ON LARGE LOCUST IN EAST FENCE OF ROAD.  PASS
 GD1653'THROUGH EAST FENCE, SOUTH OF BLAZED TREE, CROSS FOOT OF GULLY
 GD1653'NEAR ANOTHER BLAZED TREE, FOLLOW OLD WAGON TRACKS UP NORTH SIDE OF
 GD1653'HILLSIDE PASTURE, TURN SHARPLY TO LEFT AROUND POINT OF TIMBER AND
 GD1653'PROCEED NORTHWEST ABOUT 200 YARDS TO STATION.  STATION CAN
 GD1653'ALSO BE REACHED FROM NORTH BY GRAVEL ROADS VIA TIPTONVILLE AND
 GD1653'RIDGELY TO LENNOX.  STATION IS IN WEST END OF NARROW RIDGE PASTURE
 GD1653'AND 20 FEET EAST OF AN INDIAN MOUND.  SURFACE AND UNDERGROUND
 GD1653'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1653'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1653'NO. 1 IS IN EDGE OF PASTURE, 276.3 FEET FROM STATION S 55 DEG 58
 GD1653'MIN E.  NO. 2 IS IN EAST END OF POINT OF TIMBER, 364.6 FEET
 GD1653'FROM STATION S 31 DEG 16 MIN E.
 GD1653
 GD1653                          STATION RECOVERY (1959)
 GD1653
 GD1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1653'THE STATION WAS RECOVERED AND THE SURFACE MARK HAD BEEN DISTURBED.
 GD1653'THE UNDERGROUND MARK WAS HELD AND A NEW SURFACE MARK WAS SET.
 GD1653'REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE MARK 1 WAS NOT
 GD1653'RECOVERED AND SHOULD BE CONSIDERED LOST.  AN AZIMUTH MARK WAS
 GD1653'ESTABLISHED.  THE TO REACH DID NOT CHECK.  A COMPLETE NEW TO
 GD1653'REACH AND A NEW DESCRIPTION FOLLOWS.
 GD1653'
 GD1653'THE STATION IS ABOUT 8 MILES NORTHWEST OF DYERSBURG, ABOUT 2 MILES
 GD1653'NORTH OF THE SMALL VILLAGE OF LENOX, ON THE NORTHWEST POINT OF A
 GD1653'HIGH RIDGE JUST SOUTH OF THE OBION RIVER.  IT IS 71 FEET SOUTH OF AN
 GD1653'18 INCH TREE, 30 FEET EAST OF AN INDIAN MOUND, 21 FEET EAST OF A
 GD1653'TWIN TRUNK TREE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 GD1653'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED OBION 1929
 GD1653'1959.
 GD1653'
 GD1653'TO REACH THE STATION FROM THE EAST SIDE OF THE LENOX, METHODIST
 GD1653'CHURCH LOCATED IN THE EAST EDGE OF LENOX, GO NORTH ON A PAVED ROAD
 GD1653'FOR 0.25 MILE TO THE END OF THE PAVEMENT.  CONTINUE AHEAD
 GD1653'NORTHERLY, FOR 1.35 MILES TO A HOUSE ON THE RIGHT.* TURN RIGHT AND
 GD1653'GO EAST AROUND SOUTH SIDE OF THE LAWN TO THE EAST SIDE OF THE
 GD1653'HOUSE.  FROM THIS POINT PACK EASTERLY ON A TRACK ROAD FOR ABOUT
 GD1653'0.25 MILE TO THE TOP OF THE RIDGE.  TURN LEFT AND FOLLOW TRACK
 GD1653'ROAD NORTHWEST ALONG THE TOP OF THE RIDGE FOR ABOUT 0.2 MILE TO THE
 GD1653'HIGHEST POINT OF THE RIDGE AND THE STATION.
 GD1653'
 GD1653'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE GRAVELED
 GD1653'ROAD FOR 0.25 MILE TO A REVERSE Y, MORRIS E. KIRK MAIL BOX ON LEFT.
 GD1653'TURN VERY SHARP RIGHT AND GO N AND WEST ON A TRACK ROAD FOR 0.3
 GD1653'MILE TO THE AZIMUTH MARK ON THE LEFT AT A FENCE CORNER AND JUST
 GD1653'EAST OF A RAILROAD TRACK.
 GD1653'
 GD1653'REFERENCE MARK 3 IS 83 FEET SOUTHEAST OF THE 18 INCH TREE AND 6 FEET
 GD1653'SOUTHWEST OF THE EDGE OF A BLUFF AND 70 FEET EAST OF THE WHITE
 GD1653'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1653'OBION NO 3 1929 1959.
 GD1653'
 GD1653'REFERENCE MARK 4 IS 60 FEET NORTH OF THE INDIAN MOUND, 21 FEET
 GD1653'SOUTHWEST OF THE 18 INCH TREE AND 60 FEET NORTH OF THE WHITE WITNESS
 GD1653'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED OBION
 GD1653'NO 4 1929 1959.
 GD1653'
 GD1653'THE AZIMUTH MARK IS ON RAILROAD PROPERTY, 16 FEET EAST OF THE EAST
 GD1653'RAIL OF THE RAILROAD TRACK, 18 FEET SOUTHWEST OF THE CENTERLINE OF A
 GD1653'TRACK ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 GD1653'A FENCE CORNER.  THE MONUMENT
 GD1653'PROJECTS 2 INCHES AND THE DISK IS STAMPED OBION 1929
 GD1653'1959.
 GD1653'
 GD1653'NO PICTURE POINT AVAILABLE.
 GD1653'
 GD1653'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GD1653
 GD1653                          STATION RECOVERY (1965)
 GD1653
 GD1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GD1653'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 GD1653'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK ESTABLISHED
 GD1653'IN 1959 COULD NOT BE FOUND AND IS THOUGHT DESTROYED BY RAILROAD
 GD1653'CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS OCCUPATION.
 GD1653'
 GD1653'DUE TO CHANGES IN THE ROADS IN THE AREA, THE ORIGINAL DESCRIPTION IS
 GD1653'NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1653'DESCRIPTION.
 GD1653'
 GD1653'THE STATION IS ABOUT 10 MILES SOUTH OF RIDGELY, 8 MILES NORTHWEST OF
 GD1653'DYERSBURG, 2 MILES NORTH OF THE SMALL COMMUNITY OF LENOX, ON THE
 GD1653'NORTHWEST SALIENT OF BLUFFS LYING BETWEEN THE FORKED DEER AND OBION
 GD1653'RIVERS, AND IMMEDIATELY SOUTH OF THE OBION.
 GD1653'
 GD1653'TO REACH THE STATION FROM THE POST OFFICE JUST WEST OF THE SCHOOL
 GD1653'HOUSE IN THE SMALL COMMUNITY OF LENOX, GO EASTERLY ON A BLACKTOP
 GD1653'ROAD FOR 0.05 MILE TO WHERE THE MAIN ROAD BEARS RIGHT AT SULLIVANS
 GD1653'STORE AND A ROAD CONTINUES STRAIGHT AHEAD ACROSS A SMALL BRIDGE.
 GD1653'HERE KEEP LEFT ON BLACKTOP ROAD AND CONTINUE STRAIGHT AHEAD, EAST,
 GD1653'FOR 0.1 MILE TO A FORK AND THE LENOX METHODIST CHURCH IN THE
 GD1653'NORTHWEST ANGLE.  HERE TURN LEFT AND GO NORTHERLY ON BLACKTOP ROAD
 GD1653'FOR 0.3 MILE TO A FORK AND END OF BLACKTOP, KEEP LEFT, NORTHERLY
 GD1653'ON A GRAVELED ROAD FOR 1.0 MILE TO A LANE LEFT,* CONTINUE
 GD1653'NORTHERLY ON GRAVELED ROAD FOR 0.45 MILE TO A WOODS ROAD ON THE RIGHT
 GD1653'AT AN OLD BUILDING SITE.  HERE TURN RIGHT ON THE WOODS ROAD AND
 GD1653'GO EAST AND NORTH FOR ABOUT 0.15 MILE TO TOP OF THE HILL AND THE
 GD1653'STATION AS DESCRIBED.  IN WET WEATHER THE 0.15 MILE OF WOODS ROAD
 GD1653'CANNOT BE DRIVEN.
 GD1653'
 GD1653'THE STATION IS 71 FEET SOUTH OF AN 18-INCH TREE, 30 FEET EAST OF AN
 GD1653'INDIAN MOUND, 21 FEET EAST OF A TWIN TRUNKED TREE, AND 2 FEET NORTH
 GD1653'OF A WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1653'OF A 12-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES AND
 GD1653'THE DISK IS STAMPED OBION 1929 1959.
 GD1653'
 GD1653'REFERENCE MARK NO. 3 IS 83 FEET SOUTHEAST OF THE 18-INCH TREE, 70
 GD1653'FEET EAST OF THE WITNESS POST AND SIGN AND 6 FEET SOUTHWEST OF THE
 GD1653'EDGE OF THE BLUFF.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1653'12-INCH, SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES AND THE
 GD1653'DISK IS STAMPED OBION NO 3 1929 1959.
 GD1653'
 GD1653'REFERENCE MARK NO. 4 IS 60 FEET NORTH OF THE INDIAN MOUND, 60 FEET
 GD1653'NORTH OF THE WITNESS POST AND SIGN AND 21 FEET SOUTHWEST OF THE
 GD1653'18-INCH TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1653'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 GD1653'DISK IS STAMPED OBION NO 4 1929 1959.
 GD1653'
 GD1653'THE AZIMUTH MARK IS 57 FEET NORTHWEST OF A 30-INCH SYCAMORE TREE, 14
 GD1653'FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK, 2.6 FEET WEST OF A
 GD1653'METAL WITNESS POST AND SIGN, AND 1 FOOT NORTH OF A FENCE CORNER
 GD1653'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1653'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED OBION 1929 1959
 GD1653'RESET 1965.
 GD1653'
 GD1653'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO N AND W ON THE FARM
 GD1653'LANE FOR 0.25 MILE TO A POINT JUST BEFORE REACHING THE RAILROAD
 GD1653'TRACKS AND THE MARK ON THE RIGHT AS DESCRIBED.
 GD1653'
 GD1653'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GD1653
 GD1653                          STATION RECOVERY (1967)
 GD1653
 GD1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1653'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE
 GD1653'RECOVERY NOTE WRITTEN IN 1965, AND FOUND IN GOOD CONDITION.
 GD1653'
 GD1653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NORTH
 GD1653'OF LENOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0760 ***********************************************************************
 GD0760  DESIGNATION -  OBION RIVER
 GD0760  PID         -  GD0760
 GD0760  STATE/COUNTY-  TN/DYER
 GD0760  USGS QUAD   -  DYERSBURG (1983)
 GD0760
 GD0760                         *CURRENT SURVEY CONTROL
 GD0760  ___________________________________________________________________
 GD0760* NAD 83(1986)-  36 06 55.     (N)    089 29 41.     (W)     SCALED    
 GD0760* NAVD 88     -        84.138  (meters)     276.04   (feet)  ADJUSTED  
 GD0760  ___________________________________________________________________
 GD0760  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0760  DYNAMIC HT  -          84.067 (meters)     275.81  (feet)  COMP
 GD0760  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GD0760
 GD0760  VERT ORDER  -  SECOND    CLASS 0
 GD0760
 GD0760.The horizontal coordinates were scaled from a topographic map and have
 GD0760.an estimated accuracy of +/- 6 seconds.
 GD0760
 GD0760.The orthometric height was determined by differential leveling
 GD0760.and adjusted by the National Geodetic Survey in June 1991..
 GD0760
 GD0760.The geoid height was determined by GEOID03.
 GD0760
 GD0760.The dynamic height is computed by dividing the NAVD 88
 GD0760.geopotential number by the normal gravity value computed on the
 GD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0760.degrees latitude (g = 980.6199 gals.).
 GD0760
 GD0760.The modeled gravity was interpolated from observed gravity values.
 GD0760
 GD0760;                    North         East    Units  Estimated Accuracy
 GD0760;SPC TN       -   203,320.      285,440.      MT  (+/- 180 meters Scaled)
 GD0760
 GD0760                          SUPERSEDED SURVEY CONTROL
 GD0760
 GD0760  NGVD 29 (??/??/??)   84.058  (m)          275.78   (f) ADJUSTED    2 0
 GD0760
 GD0760.Superseded values are not recommended for survey control.
 GD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0760.See file dsdata.txt to determine how the superseded data were derived.
 GD0760
 GD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE754996(NAD 83)
 GD0760_MARKER: R = RIVET
 GD0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0760_SP_SET: BRIDGE
 GD0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0760
 GD0760  HISTORY     - Date     Condition        Report By
 GD0760  HISTORY     - UNK      MONUMENTED       CGS
 GD0760  HISTORY     - 1943     GOOD             CGS
 GD0760
 GD0760                          STATION DESCRIPTION
 GD0760
 GD0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0760'3.3 MI S FROM MISTON.
 GD0760'3.3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0760'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, 2.0 MILES
 GD0760'NORTH OF THE CROSSING OF A GRAVEL ROAD AT LENOX, AT THE SOUTH
 GD0760'END OF A LARGE STEEL BRIDGE OVER OBION RIVER, AT THE EXTREME
 GD0760'SOUTH SIDE OF THE SOUTHEAST STEEL PIER, 8.2 FEET EAST OF THE
 GD0760'CENTERLINE OF THE TRACK, 1.3 FEET SOUTH OF THE SOUTH EDGE OF A
 GD0760'STEEL MOUNTING FOR A GUIDE ROLLER, AND 4.9 FEET LOWER THAN THE
 GD0760'TRACK.  A CHISELED CROSS, ON THE HIGHEST POINT OF A RIVET HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2298 ***********************************************************************
 FE2298  DESIGNATION -  OBRAIN
 FE2298  PID         -  FE2298
 FE2298  STATE/COUNTY-  TN/HENDERSON
 FE2298  USGS QUAD   -  CEDAR GROVE (1983)
 FE2298
 FE2298                         *CURRENT SURVEY CONTROL
 FE2298  ___________________________________________________________________
 FE2298* NAD 83(1995)-  35 46 05.18354(N)    088 32 00.67840(W)     ADJUSTED  
 FE2298* NAVD 88     -       184.84   (+/-2cm)     606.4    (feet)  VERTCON   
 FE2298  ___________________________________________________________________
 FE2298  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FE2298  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2298
 FE2298  HORZ ORDER  -  SECOND
 FE2298  VERT ORDER  -  THIRD ? (See Below)
 FE2298
 FE2298.The horizontal coordinates were established by classical geodetic methods
 FE2298.and adjusted by the National Geodetic Survey in April 1999..
 FE2298
 FE2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2298.The vertical order pertains to the NGVD 29 superseded value.
 FE2298
 FE2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2298
 FE2298.The geoid height was determined by GEOID03.
 FE2298
 FE2298;                    North         East     Units Scale Factor Converg.
 FE2298;SPC TN       -   162,151.613   370,938.705   MT  0.99994906   -1 28 59.6
 FE2298;SPC TN       -   531,992.42  1,216,988.07   sFT  0.99994906   -1 28 59.6
 FE2298;UTM  16      - 3,959,313.046   361,378.541   MT  0.99983679   -0 53 47.4
 FE2298
 FE2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2298!SPC TN       -   0.99997542  x   0.99994906  =   0.99992448
 FE2298!UTM  16      -   0.99997542  x   0.99983679  =   0.99981221
 FE2298
 FE2298:                Primary Azimuth Mark                     Grid Az
 FE2298:SPC TN       -  OBRIAN AZ MK RESET                       001 51 28.0
 FE2298:UTM  16      -  OBRIAN AZ MK RESET                       001 16 15.8
 FE2298
 FE2298|---------------------------------------------------------------------|
 FE2298| PID    Reference Object                     Distance      Geod. Az  |
 FE2298|                                                           dddmmss.s |
 FE2298| CG4736 OBRIAN AZ MK RESET                                 0002228.4 |
 FE2298| CG4735 OBRIAN AZ MK                                       0095020.6 |
 FE2298| CG4739 OBRIAN RM 3                          27.365 METERS 04804     |
 FE2298| FE2221 CENTER                              APPROX. 8.9 KM 1295406.6 |
 FE2298| CG4740 OBRIAN RM 4                          22.232 METERS 18414     |
 FE2298| CG4738 OBRIAN RM 2                          35.659 METERS 23400     |
 FE2298| CG4737 OBRIAN RM 1                          50.743 METERS 33705     |
 FE2298| FE2297 MT GILEAD LOT WT 14                 APPROX. 1.4 KM 3470745.9 |
 FE2298|---------------------------------------------------------------------|
 FE2298
 FE2298                          SUPERSEDED SURVEY CONTROL
 FE2298
 FE2298  NAD 83(1995)-  35 46 05.18709(N)    088 32 00.68468(W) AD(       ) 2
 FE2298  NAD 83(1986)-  35 46 05.19456(N)    088 32 00.67926(W) AD(       ) 2
 FE2298  NAD 27      -  35 46 04.95500(N)    088 32 00.49100(W) AD(       ) 2
 FE2298  NGVD 29 (07/19/86)  184.87   (m)          606.5    (f) LEVELING    3  
 FE2298
 FE2298.Superseded values are not recommended for survey control.
 FE2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2298.See file dsdata.txt to determine how the superseded data were derived.
 FE2298
 FE2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6137959313(NAD 83)
 FE2298_MARKER: DS = TRIANGULATION STATION DISK
 FE2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2298
 FE2298  HISTORY     - Date     Condition        Report By
 FE2298  HISTORY     - 1934     MONUMENTED       CGS
 FE2298  HISTORY     - 1959     GOOD             CGS
 FE2298
 FE2298                          STATION DESCRIPTION
 FE2298
 FE2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2298'ABOUT 3-1/2 MILES NORTHWEST OF BARGERTON. TO REACH FROM HUNTINGDON,
 FE2298'GO SOUTHWEST ON U.S. ROUTE 70 ABOUT 17 MILES TO SIDE ROAD ON
 FE2298'EAST WITH ARROW BARGERTON 11 MILES, FOLLOW THIS SIDE ROAD 6.8 MILES
 FE2298'TO MOUNT GILLIARD CHURCH AND SCHOOL, TURN RIGHT (SOUTH) AND GO 150
 FE2298'YARDS TO HIGH POINT IN ROAD AND STATION ON LEFT.  STATION IS ON
 FE2298'PROPERTY OF R.E. OBRIEN, 80 YARDS NORTH-NORTHEAST OF MR. OBRIENS
 FE2298'HOME, AND 25 YARDS EAST-SOUTHEAST OF CENTER LINE OF ROAD. SURFACE AND
 FE2298'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FE2298'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FE2298'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 8 YARDS
 FE2298'WEST OF CENTER LINE OF ROAD, ON INSIDE OF WIDE CURVE AT THIS POINT,
 FE2298'AND 116.99 FEET FROM STATION S 54 DEG W.  NO. 2,
 FE2298'PROJECTING 8 INCHES ABOVE GROUND, IS 16 YARDS WEST OF CENTER LINE
 FE2298'OF ROAD AND 166.48 FEET FROM STATION N 23 DEG 54 MIN W.
 FE2298'AZIMUTH MARK IS 44 YARDS SOUTHWEST AND ACROSS ROAD FROM
 FE2298'SOUTHWEST CORNER OF MOUNT GILLIARD CHURCH, 10 YARDS WEST OF CENTER
 FE2298'LINE OF ROAD, 5 YARDS EAST OF 18-INCH OAK TREE, AND 0.1 MILE FROM
 FE2298'STATION N 9 DEG 50 MIN E.
 FE2298
 FE2298                          STATION RECOVERY (1959)
 FE2298
 FE2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2298'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FE2298'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH WERE
 FE2298'DESTROYED DUE TO THE WIDENING OF THE ROAD.  REFERENCE MARK NO. 3,
 FE2298'REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE ESTABLISHED BY THIS
 FE2298'PARTY.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2298'
 FE2298'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CEDAR GROVE AND
 FE2298'ABOUT 1 MILE SOUTH-SOUTHEAST OF A LOOKOUT TOWER.
 FE2298'
 FE2298'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 FE2298'104, 0.05 MILE NORTH OF THE POST OFFICE IN CEDAR GROVE, GO
 FE2298'SOUTHEAST ON STATE HIGHWAY 104 FOR 6.15 MILES TO MT. GILLIARD CHURCH
 FE2298'ON THE LEFT, CONTINUE ABOUT 100 YARDS TO A GRAVELED ROAD STRAIGHT
 FE2298'AHEAD, 104 BEARS LEFT, A SCHOOL ON THE RIGHT AND THE AZIMUTH BY
 FE2298'SCHOOL AS DESCRIBED, CONTINUE STRAIGHT AHEAD SOUTH ON GRAVELED ROAD
 FE2298'FOR 0.1 MILE (JUST BEFORE REACHING A CURVE IN THE ROAD) AND STATION
 FE2298'ON THE LEFT, EAST SIDE OF ROAD AS DESCRIBED.
 FE2298'
 FE2298'THE STATION MARK IS A STANDARD DISK.  IT
 FE2298'IS STAMPED OBRIAN 1934 AND PROJECTS 8 INCHES ABOVE THE SURFACE OF
 FE2298'THE GROUND.  THE MARK IS ABOUT 80 YARDS NORTH-NORTHEAST OF THE OBRIEN
 FE2298'HOME, 25 YARDS EAST OF THE CENTER OF A GRAVELED ROAD AND SET ON
 FE2298'ABOUT THE HIGHEST POINT OF HILL.
 FE2298'
 FE2298'REFERENCE MARK NO. 3 IS A STANDARD.  IT
 FE2298'IS STAMPED OBRIAN NO 3 1934 AND FLUSH WITH THE SURFACE OF THE
 FE2298'GROUND.  THE MARK IS ABOUT 41 YARDS EAST OF THE CENTER OF A GRAVELED
 FE2298'ROAD AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 FE2298'
 FE2298'REFERENCE MARK NO. 4 IS A STANDARD DISK.  IT
 FE2298'IS STAMPED OBRIAN NO 4 1934 AND PROJECTS 3 INCHES ABOVE THE SURFACE
 FE2298'OF THE GROUND.  THE MARK IS ABOUT 28 YARDS EAST OF THE CENTER OF A
 FE2298'GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FE2298'
 FE2298'THE AZIMUTH MARK IS A STANDARD DISK.  IT IS
 FE2298'STAMPED OBRIAN 1934 RESET 1959 AND IS FLUSH WITH THE SURFACE OF
 FE2298'THE GROUND.  THE MARK IS ABOUT 100 YARDS SOUTHWEST OF THE
 FE2298'INTERSECTION OF STATE HIGHWAY 104 AND A GRAVELED ROAD AND 3
 FE2298'FEET SOUTH OF THE SOUTHEAST CORNER OF SCHOOL.
 FE2298'
 FE2298'HEIGHT OF LIGHT PLATE ABOVE STATION MARK- 32.01- METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0886 ***********************************************************************
 FD0886  DESIGNATION -  ODEMS
 FD0886  PID         -  FD0886
 FD0886  STATE/COUNTY-  TN/LAWRENCE
 FD0886  USGS QUAD   -  LORETTO (1976)
 FD0886
 FD0886                         *CURRENT SURVEY CONTROL
 FD0886  ___________________________________________________________________
 FD0886* NAD 83(1995)-  35 03 31.35805(N)    087 28 20.72741(W)     ADJUSTED  
 FD0886* NAVD 88     -       262.986  (meters)     862.81   (feet)  ADJUSTED  
 FD0886  ___________________________________________________________________
 FD0886  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD0886  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FD0886  DYNAMIC HT  -         262.734 (meters)     861.99  (feet)  COMP
 FD0886  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0886
 FD0886  HORZ ORDER  -  SECOND
 FD0886  VERT ORDER  -  SECOND    CLASS 0
 FD0886
 FD0886.The horizontal coordinates were established by classical geodetic methods
 FD0886.and adjusted by the National Geodetic Survey in April 1999..
 FD0886
 FD0886.The orthometric height was determined by differential leveling
 FD0886.and adjusted by the National Geodetic Survey in June 1991..
 FD0886
 FD0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0886
 FD0886.The geoid height was determined by GEOID03.
 FD0886
 FD0886.The dynamic height is computed by dividing the NAVD 88
 FD0886.geopotential number by the normal gravity value computed on the
 FD0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0886.degrees latitude (g = 980.6199 gals.).
 FD0886
 FD0886.The modeled gravity was interpolated from observed gravity values.
 FD0886
 FD0886;                    North         East     Units Scale Factor Converg.
 FD0886;SPC TN       -    81,492.281   465,680.955   MT  1.00003926   -0 51 43.3
 FD0886;SPC TN       -   267,362.59  1,527,821.60   sFT  1.00003926   -0 51 43.3
 FD0886;UTM  16      - 3,879,655.893   456,921.150   MT  0.99962287   -0 16 16.9
 FD0886
 FD0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0886!SPC TN       -   0.99996304  x   1.00003926  =   1.00000230
 FD0886!UTM  16      -   0.99996304  x   0.99962287  =   0.99958592
 FD0886
 FD0886|---------------------------------------------------------------------|
 FD0886| PID    Reference Object                     Distance      Geod. Az  |
 FD0886|                                                           dddmmss.s |
 FD0886| FD0887 ODEMS RM 1                           32.699 METERS 02555     |
 FD0886| FD1562 LORETTO MUNICIPAL TANK              APPROX. 2.4 KM 0544812.1 |
 FD0886| FD1585 ST JOSEPH MUNICIPAL TANK            APPROX. 3.9 KM 2345328.5 |
 FD0886| FD0884 ODEMS AZ MK                                        2450214.9 |
 FD0886| FD0885 ODEMS RM 2                           33.074 METERS 27947     |
 FD0886|---------------------------------------------------------------------|
 FD0886
 FD0886                          SUPERSEDED SURVEY CONTROL
 FD0886
 FD0886  NAD 83(1995)-  35 03 31.35741(N)    087 28 20.73010(W) AD(       ) 2
 FD0886  NAD 83(1995)-  35 03 31.36750(N)    087 28 20.73346(W) AD(       ) 2
 FD0886  NAD 83(1986)-  35 03 31.36919(N)    087 28 20.73249(W) AD(       ) 2
 FD0886  NAD 27      -  35 03 31.06200(N)    087 28 20.64380(W) AD(       ) 2
 FD0886  NGVD 29 (??/??/92)  262.948  (m)          862.69   (f) ADJ UNCH    2 0
 FD0886
 FD0886.Superseded values are not recommended for survey control.
 FD0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0886.See file dsdata.txt to determine how the superseded data were derived.
 FD0886
 FD0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5692179656(NAD 83)
 FD0886_MARKER: DD = SURVEY DISK
 FD0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0886_STAMPING: ODEMS 1962
 FD0886_MARK LOGO: TNHD  
 FD0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0886+STABILITY: SURFACE MOTION
 FD0886
 FD0886  HISTORY     - Date     Condition        Report By
 FD0886  HISTORY     - 1962     MONUMENTED       TNHD
 FD0886  HISTORY     - 1962     GOOD             TNHD
 FD0886  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0886
 FD0886                          STATION DESCRIPTION
 FD0886
 FD0886'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0886'2.5 MI SW FROM LORETTO.
 FD0886'FROM THE POST OFFICE IN LORETTO, GO SOUTHWEST ON U.S. HIGHWAY
 FD0886'43 FOR 2.5 MILES TO THE STATION ON THE LEFT.  THE STATION IS 29
 FD0886'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 14.6 FEET
 FD0886'NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0886'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0886'MONUMENT, FLUSH WITH THE GROUND.
 FD0886
 FD0886                          STATION RECOVERY (1962)
 FD0886
 FD0886'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0886'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF LORETTO.
 FD0886'
 FD0886'TO REACH THE STATION FROM THE POST OFFICE IN LORETTO, GO SOUTHWEST OF
 FD0886'U S HIGHWAY 43 FOR 2.5 MILES TO THE STATION ON THE LEFT.
 FD0886'
 FD0886'THE STATION IS 29 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0886'HIGHWAY 43 AND 14.6 FEET NORTHWEST OF A WITNESS POST.  THE SURFACE
 FD0886'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD0886'AND ARE STAMPED ODEMS 1962.  THE UNDERGROUND MARK IS
 FD0886'ABOUT 30-INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0886'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0886'
 FD0886'REFERENCE MARK NO 1 IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD0886'U S HIGHWAY 43 AND 8.4 FEET EAST OF POWER POLE NO 274. IT IS A
 FD0886'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0886'SQUARE CONCRETE MONUMENT, PROJECTING 1-INCH, AND THE DISK IS STAMPED
 FD0886'ODEMS RM 1 1962.
 FD0886'
 FD0886'REFERENCE MARK NO 2 IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD0886'U S HIGHWAY 43 AND 3 FEET SOUTH OF A FENCE.  IT IS A STANDARD
 FD0886'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0886'MONUMENT, FLUSH, AND THE DISK IS STAMPED ODEMS RM 2 1962.
 FD0886'
 FD0886'THE AZIMUTH MARK IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U
 FD0886'S HIGHWAY 43, 2.2 FEET NORTHEAST OF TELEPHONE POLE NO 279 AND 1.7
 FD0886'EAST OF THE WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0886'DEPARTMENT REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0886'MONUMENT PROJECTING 1-INCH, AND THE DISK IS STAMPED ODEMS AZI 1962.
 FD0886'
 FD0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U S
 FD0886'HIGHWAY 43 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FD0886'
 FD0886'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0886'
 FD0886'HEIGHT OF LIGHT ABOVE STATION MARK 22.44 METERS.
 FD0886
 FD0886                          STATION RECOVERY (1983)
 FD0886
 FD0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0886'NOT RECOVERED, POSSIBLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0884 ***********************************************************************
 FD0884  DESIGNATION -  ODEMS AZ MK
 FD0884  PID         -  FD0884
 FD0884  STATE/COUNTY-  TN/LAWRENCE
 FD0884  USGS QUAD   -  LORETTO (1976)
 FD0884
 FD0884                         *CURRENT SURVEY CONTROL
 FD0884  ___________________________________________________________________
 FD0884* NAD 83(1986)-  35 03 25.     (N)    087 28 37.     (W)     SCALED    
 FD0884* NAVD 88     -       258.948  (meters)     849.57   (feet)  ADJUSTED  
 FD0884  ___________________________________________________________________
 FD0884  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FD0884  DYNAMIC HT  -         258.700 (meters)     848.75  (feet)  COMP
 FD0884  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 FD0884
 FD0884  VERT ORDER  -  SECOND    CLASS 0
 FD0884
 FD0884.The horizontal coordinates were scaled from a topographic map and have
 FD0884.an estimated accuracy of +/- 6 seconds.
 FD0884
 FD0884.The orthometric height was determined by differential leveling
 FD0884.and adjusted by the National Geodetic Survey in June 1991..
 FD0884
 FD0884.The geoid height was determined by GEOID03.
 FD0884
 FD0884.The dynamic height is computed by dividing the NAVD 88
 FD0884.geopotential number by the normal gravity value computed on the
 FD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0884.degrees latitude (g = 980.6199 gals.).
 FD0884
 FD0884.The modeled gravity was interpolated from observed gravity values.
 FD0884
 FD0884;                    North         East    Units  Estimated Accuracy
 FD0884;SPC TN       -    81,300.      465,270.      MT  (+/- 180 meters Scaled)
 FD0884
 FD0884                          SUPERSEDED SURVEY CONTROL
 FD0884
 FD0884  NGVD 29 (??/??/92)  258.911  (m)          849.44   (f) ADJ UNCH    2 0
 FD0884
 FD0884.Superseded values are not recommended for survey control.
 FD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0884.See file dsdata.txt to determine how the superseded data were derived.
 FD0884
 FD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD565794(NAD 83)
 FD0884_MARKER: DD = SURVEY DISK
 FD0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0884_STAMPING: ODEMS AZI 1962
 FD0884_MARK LOGO: TNHD  
 FD0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0884+STABILITY: SURFACE MOTION
 FD0884
 FD0884  HISTORY     - Date     Condition        Report By
 FD0884  HISTORY     - 1962     MONUMENTED       TNHD
 FD0884  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0884
 FD0884                          STATION DESCRIPTION
 FD0884
 FD0884'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0884'2.5 MI SW FROM LORETTO.
 FD0884'FROM THE POST OFFICE IN LORETTO, GO SOUTHWEST ON U.S. HIGHWAY
 FD0884'43 FOR 2.8 MILES TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK
 FD0884'IS 37 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 2.2
 FD0884'FEET NORTHWEST OF TELEPHONE POLE NO. 279 AND 1.7 FEET EAST OF
 FD0884'THE WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0884'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FD0884'MONUMENT, FLUSH WITH THE GROUND.
 FD0884
 FD0884                          STATION RECOVERY (1983)
 FD0884
 FD0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0884'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0887 ***********************************************************************
 FD0887  DESIGNATION -  ODEMS RM 1
 FD0887  PID         -  FD0887
 FD0887  STATE/COUNTY-  TN/LAWRENCE
 FD0887  USGS QUAD   -  LORETTO (1976)
 FD0887
 FD0887                         *CURRENT SURVEY CONTROL
 FD0887  ___________________________________________________________________
 FD0887* NAD 83(1986)-  35 03 28.     (N)    087 28 24.     (W)     SCALED    
 FD0887* NAVD 88     -       262.601  (meters)     861.55   (feet)  ADJUSTED  
 FD0887  ___________________________________________________________________
 FD0887  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FD0887  DYNAMIC HT  -         262.349 (meters)     860.72  (feet)  COMP
 FD0887  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FD0887
 FD0887  VERT ORDER  -  SECOND    CLASS 0
 FD0887
 FD0887.The horizontal coordinates were scaled from a topographic map and have
 FD0887.an estimated accuracy of +/- 6 seconds.
 FD0887
 FD0887.The orthometric height was determined by differential leveling
 FD0887.and adjusted by the National Geodetic Survey in June 1991..
 FD0887
 FD0887.The geoid height was determined by GEOID03.
 FD0887
 FD0887.The dynamic height is computed by dividing the NAVD 88
 FD0887.geopotential number by the normal gravity value computed on the
 FD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0887.degrees latitude (g = 980.6199 gals.).
 FD0887
 FD0887.The modeled gravity was interpolated from observed gravity values.
 FD0887
 FD0887;                    North         East    Units  Estimated Accuracy
 FD0887;SPC TN       -    81,390.      465,600.      MT  (+/- 180 meters Scaled)
 FD0887
 FD0887                          SUPERSEDED SURVEY CONTROL
 FD0887
 FD0887  NGVD 29 (??/??/92)  262.563  (m)          861.43   (f) ADJ UNCH    2 0
 FD0887
 FD0887.Superseded values are not recommended for survey control.
 FD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0887.See file dsdata.txt to determine how the superseded data were derived.
 FD0887
 FD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD568795(NAD 83)
 FD0887_MARKER: DD = SURVEY DISK
 FD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0887_STAMPING: ODEMS RM-1 1962
 FD0887_MARK LOGO: TNHD  
 FD0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0887+STABILITY: SURFACE MOTION
 FD0887
 FD0887  HISTORY     - Date     Condition        Report By
 FD0887  HISTORY     - 1962     MONUMENTED       TNHD
 FD0887  HISTORY     - 1983     GOOD             NGS
 FD0887
 FD0887                          STATION DESCRIPTION
 FD0887
 FD0887'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0887'2.5 MI SW FROM LORETTO.
 FD0887'THIS MARK IS LOCATED AT THE ODEMS 1962 STATION SITE, 35 FEET
 FD0887'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 8.4 FEET
 FD0887'EAST OF POWER POLE NO. 274, AND 107 FEET NORTH OF THE STATION.
 FD0887'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0887'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH ABOVE
 FD0887'THE GROUND.
 FD0887
 FD0887                          STATION RECOVERY (1983)
 FD0887
 FD0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0887'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NOTE, ADD
 FD0887'30.2 METERS (99.0 FT) NORTHEAST OF POWERLINE POLE NUMBER A-65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0885 ***********************************************************************
 FD0885  DESIGNATION -  ODEMS RM 2
 FD0885  PID         -  FD0885
 FD0885  STATE/COUNTY-  TN/LAWRENCE
 FD0885  USGS QUAD   -  LORETTO (1976)
 FD0885
 FD0885                         *CURRENT SURVEY CONTROL
 FD0885  ___________________________________________________________________
 FD0885* NAD 83(1986)-  35 03 28.     (N)    087 28 24.     (W)     SCALED    
 FD0885* NAVD 88     -       262.332  (meters)     860.67   (feet)  ADJUSTED  
 FD0885  ___________________________________________________________________
 FD0885  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FD0885  DYNAMIC HT  -         262.081 (meters)     859.84  (feet)  COMP
 FD0885  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FD0885
 FD0885  VERT ORDER  -  FIRST     CLASS II
 FD0885
 FD0885.The horizontal coordinates were scaled from a topographic map and have
 FD0885.an estimated accuracy of +/- 6 seconds.
 FD0885
 FD0885.The orthometric height was determined by differential leveling
 FD0885.and adjusted by the National Geodetic Survey in June 1991..
 FD0885
 FD0885.The geoid height was determined by GEOID03.
 FD0885
 FD0885.The dynamic height is computed by dividing the NAVD 88
 FD0885.geopotential number by the normal gravity value computed on the
 FD0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0885.degrees latitude (g = 980.6199 gals.).
 FD0885
 FD0885.The modeled gravity was interpolated from observed gravity values.
 FD0885
 FD0885;                    North         East    Units  Estimated Accuracy
 FD0885;SPC TN       -    81,390.      465,600.      MT  (+/- 180 meters Scaled)
 FD0885
 FD0885                          SUPERSEDED SURVEY CONTROL
 FD0885
 FD0885  NGVD 29 (??/??/92)  262.295  (m)          860.55   (f) ADJ UNCH    1 2
 FD0885
 FD0885.Superseded values are not recommended for survey control.
 FD0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0885.See file dsdata.txt to determine how the superseded data were derived.
 FD0885
 FD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD568795(NAD 83)
 FD0885_MARKER: DD = SURVEY DISK
 FD0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0885_STAMPING: ODEMS RM-2 1962
 FD0885_MARK LOGO: TNHD  
 FD0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0885+STABILITY: SURFACE MOTION
 FD0885
 FD0885  HISTORY     - Date     Condition        Report By
 FD0885  HISTORY     - 1962     MONUMENTED       TNHD
 FD0885  HISTORY     - 1983     GOOD             NGS
 FD0885
 FD0885                          STATION DESCRIPTION
 FD0885
 FD0885'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0885'2.5 MI SW FROM LORETTO.
 FD0885'THIS MARK IS LOCATED AT THE ODEMS 1962 STATION SITE, 37 FEET
 FD0885'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 3 FEET SOUTH
 FD0885'OF A FENCE AND IS 109 FEET WEST OF THE STATION.  THE MARK IS A
 FD0885'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0885'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0885
 FD0885                          STATION RECOVERY (1983)
 FD0885
 FD0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0885'RECOVERED IN GOOD CONDITION.  NOTE, ADD 15.5 METERS (51.0 FT)
 FD0885'SOUTHWEST OF POWERLINE POLE NUMBER A-65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0965 ***********************************************************************
 FC0965  DESIGNATION -  OFF
 FC0965  PID         -  FC0965
 FC0965  STATE/COUNTY-  TN/ROANE
 FC0965  USGS QUAD   -  CARDIFF (1990)
 FC0965
 FC0965                         *CURRENT SURVEY CONTROL
 FC0965  ___________________________________________________________________
 FC0965* NAD 83(1995)-  35 53 23.69780(N)    084 38 00.55219(W)     ADJUSTED  
 FC0965* NAVD 88     -       253.704  (meters)     832.36   (feet)  ADJUSTED  
 FC0965  ___________________________________________________________________
 FC0965  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 FC0965  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0965  DYNAMIC HT  -         253.469 (meters)     831.59  (feet)  COMP
 FC0965  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0965
 FC0965  HORZ ORDER  -  SECOND
 FC0965  VERT ORDER  -  SECOND    CLASS 0
 FC0965
 FC0965.The horizontal coordinates were established by classical geodetic methods
 FC0965.and adjusted by the National Geodetic Survey in April 1999..
 FC0965
 FC0965.The orthometric height was determined by differential leveling
 FC0965.and adjusted by the National Geodetic Survey in June 1991..
 FC0965
 FC0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0965
 FC0965.The geoid height was determined by GEOID03.
 FC0965
 FC0965.The dynamic height is computed by dividing the NAVD 88
 FC0965.geopotential number by the normal gravity value computed on the
 FC0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0965.degrees latitude (g = 980.6199 gals.).
 FC0965
 FC0965.The modeled gravity was interpolated from observed gravity values.
 FC0965
 FC0965;                    North         East     Units Scale Factor Converg.
 FC0965;SPC TN       -   173,562.672   723,370.569   MT  0.99994887   +0 48 00.0
 FC0965;SPC TN       -   569,430.20  2,373,258.28   sFT  0.99994887   +0 48 00.0
 FC0965;UTM  16      - 3,974,325.528   713,603.402   MT  1.00016225   +1 23 16.2
 FC0965
 FC0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0965!SPC TN       -   0.99996489  x   0.99994887  =   0.99991376
 FC0965!UTM  16      -   0.99996489  x   1.00016225  =   1.00012714
 FC0965
 FC0965|---------------------------------------------------------------------|
 FC0965| PID    Reference Object                     Distance      Geod. Az  |
 FC0965|                                                           dddmmss.s |
 FC0965| FC0966 OFF RM 1                              9.145 METERS 08225     |
 FC0965| FC0964 OFF RM 2                             13.678 METERS 25417     |
 FC0965| CZ4458 OFF AZ MK                                          2572227.8 |
 FC0965|---------------------------------------------------------------------|
 FC0965
 FC0965                          SUPERSEDED SURVEY CONTROL
 FC0965
 FC0965  NAD 83(1995)-  35 53 23.70528(N)    084 38 00.55165(W) AD(       ) 2
 FC0965  NAD 83(1986)-  35 53 23.71085(N)    084 38 00.54968(W) AD(       ) 2
 FC0965  NAD 27      -  35 53 23.44434(N)    084 38 00.77230(W) AD(       ) 2
 FC0965  NGVD 29 (??/??/??)  253.82   (m)          832.7    (f) RESET       3  
 FC0965
 FC0965.Superseded values are not recommended for survey control.
 FC0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0965.See file dsdata.txt to determine how the superseded data were derived.
 FC0965
 FC0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1360374326(NAD 83)
 FC0965_MARKER: DS = TRIANGULATION STATION DISK
 FC0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0965_SP_SET: MONUMENT
 FC0965_STAMPING: OFF 1964
 FC0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0965
 FC0965  HISTORY     - Date     Condition        Report By
 FC0965  HISTORY     - 1965     MONUMENTED       TNHD
 FC0965  HISTORY     - 1965     GOOD             NGS
 FC0965  HISTORY     - 1972     GOOD             TVA
 FC0965
 FC0965                          STATION DESCRIPTION
 FC0965
 FC0965'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0965'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF HARRIMAN.
 FC0965'
 FC0965'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO 6.3 MILES
 FC0965'SOUTHWESTERLY ON STATE ROUTE 61 TO THE STATION ON THE LEFT,
 FC0965'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE WESTERLY TO THE AZIMUTH MARK ON
 FC0965'THE LEFT.
 FC0965'
 FC0965'THE STATION MARK IS 57 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FC0965'EAST BOUND LANE OF STATE ROUTE 61, 2.9 FEET NORTHEAST OF A
 FC0965'WITNESS POST AND 2 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 FC0965'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FC0965'HIGHWAY DEPARTMENT DISKS AND THE DISK ARE STAMPED OFF 1964. THE
 FC0965'UNDERGROUND MARK IS ABOUT 33 INCHES BELOW THE SURFACE. THE
 FC0965'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FC0965'
 FC0965'REFERENCE MARK NO. 1 IS 62 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC0965'THE EAST BOUND LANE OF STATE ROUTE 61 AND 5 FEET SOUTH OF
 FC0965'THE EDGE OF THE BANK OF A HIGHWAY CUT. IT IS A STANDARD TENNESSEE
 FC0965'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FC0965'CONCRETE MONUMENT AND THE DISK IS STAMPED OFF RM-1 1964.
 FC0965'
 FC0965'REFERENCE MARK NO. 2 IS 56 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC0965'THE EAST BOUND LANE OF STATE ROUTE 61 AND 4 FEET SOUTH OF A
 FC0965'POWER POLE WITH A WITNESS SIGN ATTACHED TO IT. IT IS A STANDARD
 FC0965'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FC0965'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED OFF RM-2 1964.
 FC0965'
 FC0965'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FC0965'EAST BOUND LANE OF STATE ROUTE 61, 21 FEET WEST OF THE
 FC0965'APPROXIMATE CENTER OF A PAVED ROAD, AND 12 FEET EAST OF A POWER POLE
 FC0965'WITH A WITNESS SIGN ATTACHED TO IT. IT IS A STANDARD
 FC0965'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 7
 FC0965'INCHES FROM THE WEST END OF THE SOUTH HEADWALL OF A
 FC0965'CONCRETE BOX CULVERT AND THE DISK IS STAMPED OFF AZI 1964.
 FC0965'
 FC0965'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC0965'
 FC0965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FC0965
 FC0965                          STATION RECOVERY (1965)
 FC0965
 FC0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0965'5.5 MI SW FROM HARRIMAN.
 FC0965'FROM THE POST OFFICE IN HARRIMAN, GO 6.3 MILES SOUTHWESTERLY
 FC0965'ON STATE ROUTE 61 TO THE MARK ON THE LEFT, 57 FEET SOUTH OF THE
 FC0965'APPROXIMATE CENTER OF THE EAST BOUND LANE OF STATE ROUTE 61,
 FC0965'2.9 FEET NORTHEAST OF A WITNESS POST AND 2 FEET NORTHEAST OF A
 FC0965'HIGHWAY RIGHT-OF-WAY MARKER.  IT IS A STANDARD TENNESSEE HIGHWAY
 FC0965'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 FC0965'STAMPED OFF 1964.
 FC0965
 FC0965                          STATION RECOVERY (1972)
 FC0965
 FC0965'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0965'OFF 1964, RM 1 AND RM 2 ALL RECOVERED IN GOOD CONDITION.
 FC0965'
 FC0965'DESCRIPTIONS GOOD.
 FC0965'
 FC0965'DISTANCE AND DIRECTION FROM NEAREST TOWN E. OF ROCKWOOD, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0966 ***********************************************************************
 FC0966  DESIGNATION -  OFF RM 1
 FC0966  PID         -  FC0966
 FC0966  STATE/COUNTY-  TN/ROANE
 FC0966  USGS QUAD   -  CARDIFF (1990)
 FC0966
 FC0966                         *CURRENT SURVEY CONTROL
 FC0966  ___________________________________________________________________
 FC0966* NAD 83(1986)-  35 53 23.     (N)    084 38 01.     (W)     SCALED    
 FC0966* NAVD 88     -       254.141  (meters)     833.79   (feet)  ADJUSTED  
 FC0966  ___________________________________________________________________
 FC0966  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0966  DYNAMIC HT  -         253.907 (meters)     833.03  (feet)  COMP
 FC0966  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FC0966
 FC0966  VERT ORDER  -  SECOND    CLASS 0
 FC0966
 FC0966.The horizontal coordinates were scaled from a topographic map and have
 FC0966.an estimated accuracy of +/- 6 seconds.
 FC0966
 FC0966.The orthometric height was determined by differential leveling
 FC0966.and adjusted by the National Geodetic Survey in June 1991..
 FC0966
 FC0966.The geoid height was determined by GEOID03.
 FC0966
 FC0966.The dynamic height is computed by dividing the NAVD 88
 FC0966.geopotential number by the normal gravity value computed on the
 FC0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0966.degrees latitude (g = 980.6199 gals.).
 FC0966
 FC0966.The modeled gravity was interpolated from observed gravity values.
 FC0966
 FC0966;                    North         East    Units  Estimated Accuracy
 FC0966;SPC TN       -   173,540.      723,360.      MT  (+/- 180 meters Scaled)
 FC0966
 FC0966                          SUPERSEDED SURVEY CONTROL
 FC0966
 FC0966  NGVD 29 (??/??/??)  254.25   (m)          834.2    (f) RESET       3  
 FC0966
 FC0966.Superseded values are not recommended for survey control.
 FC0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0966.See file dsdata.txt to determine how the superseded data were derived.
 FC0966
 FC0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE135743(NAD 83)
 FC0966_MARKER: DR = REFERENCE MARK DISK
 FC0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0966_SP_SET: MONUMENT
 FC0966_STAMPING: OFF RM 1 1964
 FC0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0966
 FC0966  HISTORY     - Date     Condition        Report By
 FC0966  HISTORY     - 1964     MONUMENTED       TNHD
 FC0966  HISTORY     - 1965     GOOD             NGS
 FC0966
 FC0966                          STATION DESCRIPTION
 FC0966
 FC0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0966'5.5 MI SW FROM HARRIMAN.
 FC0966'AT THE OFF 1964 STATION SITE, 62 FEET SOUTH OF THE APPROXIMATE
 FC0966'CENTER OF THE EAST BOUND LANE OF STATE ROUTE 61 AND 5 FEET SOUTH
 FC0966'OF THE EDGE OF THE BANK OF A HIGHWAY CUT.  IT IS A STANDARD
 FC0966'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FC0966'FLUSH, CONCRETE MONUMENT, STAMPED OFF RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0964 ***********************************************************************
 FC0964  DESIGNATION -  OFF RM 2
 FC0964  PID         -  FC0964
 FC0964  STATE/COUNTY-  TN/ROANE
 FC0964  USGS QUAD   -  CARDIFF (1990)
 FC0964
 FC0964                         *CURRENT SURVEY CONTROL
 FC0964  ___________________________________________________________________
 FC0964* NAD 83(1986)-  35 53 23.     (N)    084 38 01.     (W)     SCALED    
 FC0964* NAVD 88     -       252.518  (meters)     828.47   (feet)  ADJUSTED  
 FC0964  ___________________________________________________________________
 FC0964  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0964  DYNAMIC HT  -         252.285 (meters)     827.71  (feet)  COMP
 FC0964  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FC0964
 FC0964  VERT ORDER  -  SECOND    CLASS 0
 FC0964
 FC0964.The horizontal coordinates were scaled from a topographic map and have
 FC0964.an estimated accuracy of +/- 6 seconds.
 FC0964
 FC0964.The orthometric height was determined by differential leveling
 FC0964.and adjusted by the National Geodetic Survey in June 1991..
 FC0964
 FC0964.The geoid height was determined by GEOID03.
 FC0964
 FC0964.The dynamic height is computed by dividing the NAVD 88
 FC0964.geopotential number by the normal gravity value computed on the
 FC0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0964.degrees latitude (g = 980.6199 gals.).
 FC0964
 FC0964.The modeled gravity was interpolated from observed gravity values.
 FC0964
 FC0964;                    North         East    Units  Estimated Accuracy
 FC0964;SPC TN       -   173,540.      723,360.      MT  (+/- 180 meters Scaled)
 FC0964
 FC0964                          SUPERSEDED SURVEY CONTROL
 FC0964
 FC0964  NGVD 29 (??/??/??)  252.63   (m)          828.8    (f) RESET       3  
 FC0964
 FC0964.Superseded values are not recommended for survey control.
 FC0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0964.See file dsdata.txt to determine how the superseded data were derived.
 FC0964
 FC0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE135743(NAD 83)
 FC0964_MARKER: DR = REFERENCE MARK DISK
 FC0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0964_SP_SET: MONUMENT
 FC0964_STAMPING: OFF RM 2 1964
 FC0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0964
 FC0964  HISTORY     - Date     Condition        Report By
 FC0964  HISTORY     - 1964     MONUMENTED       TNHD
 FC0964  HISTORY     - 1965     GOOD             NGS
 FC0964
 FC0964                          STATION DESCRIPTION
 FC0964
 FC0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0964'5.5 MI SW FROM HARRIMAN.
 FC0964'AT THE OFF 1964 STATION SITE, 56 FEET SOUTH OF THE APPROXIMATE
 FC0964'CENTER OF THE EAST BOUND LANE OF STATE ROUTE 61 AND 4 FEET
 FC0964'SOUTH OF A POWER POLE WITH A WITNESS SIGN ATTACHED TO IT.  IT
 FC0964'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FC0964'SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED OFF RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2108 ***********************************************************************
 FB2108  DESIGNATION -  OLD
 FB2108  PID         -  FB2108
 FB2108  STATE/COUNTY-  TN/KNOX
 FB2108  USGS QUAD   -  KNOXVILLE (1978)
 FB2108
 FB2108                         *CURRENT SURVEY CONTROL
 FB2108  ___________________________________________________________________
 FB2108* NAD 83(1995)-  35 59 00.26806(N)    083 56 23.38501(W)     ADJUSTED  
 FB2108* NAVD 88     -       305.644  (meters)    1002.77   (feet)  ADJUSTED  
 FB2108  ___________________________________________________________________
 FB2108  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FB2108  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2108  DYNAMIC HT  -         305.361 (meters)    1001.84  (feet)  COMP
 FB2108  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FB2108
 FB2108  HORZ ORDER  -  SECOND
 FB2108  VERT ORDER  -  SECOND    CLASS 0
 FB2108
 FB2108.The horizontal coordinates were established by classical geodetic methods
 FB2108.and adjusted by the National Geodetic Survey in April 1999..
 FB2108
 FB2108.The orthometric height was determined by differential leveling
 FB2108.and adjusted by the National Geodetic Survey in June 1991..
 FB2108
 FB2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2108
 FB2108.The geoid height was determined by GEOID03.
 FB2108
 FB2108.The dynamic height is computed by dividing the NAVD 88
 FB2108.geopotential number by the normal gravity value computed on the
 FB2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2108.degrees latitude (g = 980.6199 gals.).
 FB2108
 FB2108.The modeled gravity was interpolated from observed gravity values.
 FB2108
 FB2108;                    North         East     Units Scale Factor Converg.
 FB2108;SPC TN       -   185,029.817   785,768.824   MT  0.99995179   +1 12 22.0
 FB2108;SPC TN       -   607,051.99  2,577,976.55   sFT  0.99995179   +1 12 22.0
 FB2108;UTM  17      - 3,986,105.445   234,948.390   MT  1.00046573   -1 43 41.9
 FB2108;UTM  16      - 3,986,439.636   775,904.630   MT  1.00053810   +1 47 56.9
 FB2108
 FB2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2108!SPC TN       -   0.99995685  x   0.99995179  =   0.99990865
 FB2108!UTM  17      -   0.99995685  x   1.00046573  =   1.00042256
 FB2108!UTM  16      -   0.99995685  x   1.00053810  =   1.00049493
 FB2108
 FB2108:                Primary Azimuth Mark                     Grid Az
 FB2108:SPC TN       -  KNOXVILLE IMM CONCEPTION CH              136 46 44.2
 FB2108:UTM  17      -  KNOXVILLE IMM CONCEPTION CH              139 42 48.1
 FB2108:UTM  16      -  KNOXVILLE IMM CONCEPTION CH              136 11 09.3
 FB2108
 FB2108|---------------------------------------------------------------------|
 FB2108| PID    Reference Object                     Distance      Geod. Az  |
 FB2108|                                                           dddmmss.s |
 FB2108| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 2.4 KM 1375906.2 |
 FB2108| FB2106 OLD RM 1                              7.185 METERS 23509     |
 FB2108| FB2107 OLD RM 2                              9.581 METERS 31545     |
 FB2108| CZ4459 OLD RM 3                              9.572 METERS 31548     |
 FB2108|---------------------------------------------------------------------|
 FB2108
 FB2108                          SUPERSEDED SURVEY CONTROL
 FB2108
 FB2108  NAD 83(1995)-  35 59 00.27602(N)    083 56 23.38289(W) AD(       ) 2
 FB2108  NAD 83(1986)-  35 59 00.28162(N)    083 56 23.38110(W) AD(       ) 2
 FB2108  NAD 27      -  35 58 59.98430(N)    083 56 23.71800(W) AD(       ) 2
 FB2108  NGVD 29 (??/??/92)  305.777  (m)         1003.20   (f) ADJ UNCH    2 0
 FB2108
 FB2108.Superseded values are not recommended for survey control.
 FB2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2108.See file dsdata.txt to determine how the superseded data were derived.
 FB2108
 FB2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3494886105(NAD 83)
 FB2108_MARKER: DE = TRAVERSE STATION DISK
 FB2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2108_STAMPING: OLD 1960
 FB2108_MARK LOGO: CGS   
 FB2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2108+STABILITY: SURFACE MOTION
 FB2108
 FB2108  HISTORY     - Date     Condition        Report By
 FB2108  HISTORY     - 1960     MONUMENTED       CGS
 FB2108  HISTORY     - 1961     GOOD             NGS
 FB2108  HISTORY     - 1969     GOOD             CGS
 FB2108  HISTORY     - 1969     GOOD             USGS
 FB2108  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 FB2108
 FB2108                          STATION DESCRIPTION
 FB2108
 FB2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2108'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF DOWNTOWN
 FB2108'KNOXVILLE.
 FB2108'
 FB2108'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON CENTRAL AVE. AT
 FB2108'THE SEARS SERVICE CENTER WHICH IS LOCATED IN THE NORTHERN SECTION
 FB2108'OF KNOXVILLE, GO NORTHWEST, ON CENTRAL AVE. FOR 0.1 MILE TO A TRAFFIC
 FB2108'LIGHT.  TURN LEFT, AND GO WESTERLY FOR 0.3 MILE TO JOHNSON
 FB2108'STREET.  TURN LEFT, ON JOHNSON STREET AND GO SOUTHERLY FOR 0.6 MILE
 FB2108'TO MURPHY AVENUE.  TAKE MURPHY AVENUE SOUTHEAST FOR 0.4 MILE TO
 FB2108'VIRGINIA AVENUE NW. AND THE STATION ON THE LEFT.
 FB2108'
 FB2108'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED OLD 1960, SET
 FB2108'IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 54.6 FEET NORTH OF
 FB2108'THE NORTHEAST CORNER OF A HOUSE, 28.2 FEET SOUTHEAST OF THE NORTHEAST
 FB2108'CORNER OF A GARAGE, 26.3 FEET NORTHEAST OF THE SOUTHEAST
 FB2108'CORNER OF A GARAGE, 8.6 FEET SOUTHWEST OF A 12-INCH TREE, AND 7 FEET
 FB2108'SOUTHWEST OF THE HIGHWAY CUT.
 FB2108'
 FB2108'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OLD NO 1 1960, SET
 FB2108'IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 49.8 FEET NORTH OF
 FB2108'THE NORTHEAST CORNER OF A HOUSE, 13.0 FEET SOUTH OF THE NORTHEAST
 FB2108'CORNER OF A GARAGE, 5.5 FEET NORTH OF THE SOUTHEAST CORNER OF A
 FB2108'GARAGE, 1.9 FEET EAST OF THE EAST SIDE OF THE GARAGE, AND ABOUT 1
 FB2108'FOOT HIGHER THAN THE STATION MARK.
 FB2108'
 FB2108'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OLD NO 2 1960, SET
 FB2108'IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 27.0 FEET NORTH OF A
 FB2108'12-INCH TREE, 26.9 FEET NORTH OF THE NORTHEAST CORNER OF THE GARAGE,
 FB2108'AND 3.0 FEET WEST OF THE HIGHWAY CUT.
 FB2108'
 FB2108'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  THE KNOXVILLE,
 FB2108'IMMACULATE CONCEPTION CHURCH SPIRE WILL SERVE AS THE AZIMUTH MARK.
 FB2108'SEE DESCRIPTION THEREOF.
 FB2108'
 FB2108'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 FB2108
 FB2108                          STATION RECOVERY (1961)
 FB2108
 FB2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2108'AT KNOXVILLE.
 FB2108'FROM THE JUNCTION OF MAGNOLIA AVENUE AND INTERSTATE HIGHWAY
 FB2108'75, GO NORTH ON INTERSTATE HIGHWAY FOR 1.4 MILE.  THE STATION
 FB2108'IS LOCATED NEAR THE CREST OF A HILL ON THE WEST RIGHT-OF-WAY
 FB2108'OF INTERSTATE 75 JUST BEFORE REACHING A CURVE.  THE STATION MARK
 FB2108'IS 54.6 FT. NORTH OF THE NORTHEAST CORNER OF A HOUSE, 28.2 FT.
 FB2108'SOUTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 26.3 FT. NORTHEAST
 FB2108'OF THE SOUTHEAST CORNER OF THE GARAGE, 8.6 FT. SOUTHWEST OF A
 FB2108'12-INCH TREE, AND 7 FT. SOUTHWEST OF THE HIGHWAY CUT BANK.  THE
 FB2108'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FB2108'AND ABOUT 40 FT. ABOVE THE LEVEL OF INTERSTATE 75.
 FB2108
 FB2108                          STATION RECOVERY (1969)
 FB2108
 FB2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FB2108'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 FB2108'GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN STRUCK BY GRADING
 FB2108'EQUIPMENT AND THE DISK WAS CURLED AND BADLY MUTILATED.  A BELL SHAPED
 FB2108'HOLE WAS CHISELED INTO THE OLD ORIGINAL MONUMENT FOR REFERENCE MARK
 FB2108'NO. 2 AND THE OLD DISK AND SHANK REMOVED.  A NEW DISK WAS THEN
 FB2108'CEMENTED INTO THE OPENING AND THE MARK DESIGNATED OLD 1960 NO 3
 FB2108'1969.  AS NONE OF THE DISTANCE STATIONS OR OBJECTS ORIGINALLY VISIBLE
 FB2108'FROM THE GROUND AT THIS STATION CAN NOW BE SEEN BECAUSE OF A
 FB2108'DENSE GROWTH OF HONEY LOCUST PLANTED TO STOP EROSION, THE STATION
 FB2108'WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK
 FB2108'NO. 1 1960 AND REFERENCE MARK NO. 3.  THE HORIZONTAL DISTANCE
 FB2108'MEASUREMENT BETWEEN THE STATION AND REFERENCE MARK NO. 1 WAS
 FB2108'VERIFIED.  AS ALL MARKS AT THIS STATION WERE BENCH MARKS, THE
 FB2108'ELEVATION WAS TRANSFERRED TO REFERENCE MARK NO. 3 FROM THE STATION
 FB2108'MARK.  IT SHOULD BE NOTED THAT IN LEVELING THROUGH REFERENCE MARK
 FB2108'NO. 1 THAT A DISCREPANCY OF PLUS 0.007 OF A FOOT WAS FOUND.
 FB2108'
 FB2108'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB2108'
 FB2108'THE STATION IS LOCATED ALONG THE SOUTHWEST RIGHT-OF-WAY OF INTERSTATE
 FB2108'ROUTE 75, ABOUT 1-1/2 MILES NORTHWEST OF DOWNTOWN KNOXVILLE.
 FB2108'
 FB2108'TO REACH THE STATION FROM A POINT UNDER THE INTERSTATE ROUTE 75
 FB2108'INTERCHANGE BRIDGE AT WEST OLDHAM AVENUE, GO WESTERLY ON WEST OLDHAM
 FB2108'AVENUE FOR 0.1 OF A MILE TO THE T INTERSECTION OF ELM STREET NW ON
 FB2108'THE RIGHT.  HERE TURN RIGHT AND GO NORTH-NORTHWESTERLY ON ELM
 FB2108'STREET NW FOR 0.2 OF A MILE TO VIRGINIA AVENUE NW, TURN RIGHT AND GO
 FB2108'EASTERLY ON VIRGINIA AVENUE NW FOR 0.1 OF A MILE TO THE T
 FB2108'INTERSECTION OF MARION STREET NW AND THE STATION SITE IN A DENSE
 FB2108'THICKET OF HONEY LOCUST TREES JUST EAST OF THIS INTERSECTION AND
 FB2108'ACROSS THE INTERSTATE RIGHT-OF-WAY FENCE WHICH PARALLELS MARION
 FB2108'STREET NW NEAR EDGE OF HIGHWAY CUT AS DESCRIBED.
 FB2108'
 FB2108'THE STATION IS APPROXIMATELY 130 FEET SOUTHEAST OF THE T INTERSECTION
 FB2108'OF VIRGINIA AVENUE NW AND MARION STREET NW, 60 FEET
 FB2108'NORTH-NORTHEAST OF A JOG IN THE RIGHT-OF-WAY FENCE, 26 FEET
 FB2108'EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE, 12 FEET EAST- NORTHEAST OF
 FB2108'A 24-INCH MULTIPLE TRUNKED MAPLE TREE, 8 FEET EAST OF A 12-INCH
 FB2108'BOXELDER TREE, 5 FEET WEST OF THE EDGE OF THE HIGHWAY CUT, AND 1.0
 FB2108'FOOT WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FB2108'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FB2108'ABOUT 2 INCHES BELOW THE GROUND AND THE DISK IS STAMPED OLD 1960.
 FB2108'
 FB2108'REFERENCE MARK NO. 1 IS ABOUT 75 FEET EAST-NORTHEAST OF THE
 FB2108'APPROXIMATE CENTER OF MARION STREET NW, 62.5 FEET NORTHWEST OF THE
 FB2108'JOG IN THE RIGHT-OF-WAY FENCE, 17 FEET WEST-SOUTHWEST OF A 12-INCH
 FB2108'BOXELDER TREE, 14 FEET WEST OF THE 24-INCH, MULTIPLE TRUNKED MAPLE
 FB2108'TREE, 2 FEET EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.2 FEET
 FB2108'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FB2108'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FB2108'MONUMENT AND THE DISK IS STAMPED OLD NO 1 1960.
 FB2108'
 FB2108'REFERENCE MARK NO. 3 IS ABOUT 120 FEET EAST-NORTHEAST OF THE
 FB2108'APPROXIMATE CENTER OF MARION STREET NW, 28 FEET EAST- NORTHEAST
 FB2108'OF THE RIGHT-OF-WAY FENCE, 26.5 FEET NORTH-NORTHEAST OF A 12-INCH
 FB2108'BOXELDER TREE, 2 FEET WEST OF THE EDGE OF THE HIGHWAY CUT, AND 1.0
 FB2108'FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FB2108'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FB2108'MONUMENT AND THE DISK IS STAMPED OLD 1960 NO 3 1969.
 FB2108'
 FB2108'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FB2108'REFERENCE MARK NO. 3 IS 36.07 FEET - 10.995 METERS.
 FB2108'
 FB2108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.5 MILES
 FB2108'NORTHWEST OF DOWNTOWN KNOXVILLE
 FB2108
 FB2108                          STATION RECOVERY (1969)
 FB2108
 FB2108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FB2108'THIS MARK IS AT THE OLD TRAVERSE STATION SITE ALONG THE SOUTH-WEST
 FB2108'RIGHT-OF-WAY OF INTERSTATE ROUTE 75, ABOUT 1 1/2 MILES NORTHWEST OF
 FB2108'DOWNTOWN KNOXVILLE. IT IS 130 FEET SOUTHEAST OF THE "T" INTERSECTION
 FB2108'OF VIRGINIA AVENUE NW AND MARION STREET NW, 60 FEET NORTH-NORTHEAST
 FB2108'OF A JOG IN THE RIGHT- OF-WAY FENCE, 31.41 FEET SOUTHEAST OF OLD 1960
 FB2108'RM 3 1969, 26 FEET EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE, 23.57
 FB2108'FEET NORTHEAST OF OLD R.M.1 1960, 12 FEET EAST-NORTHEAST OF A 24-INCH
 FB2108'MULTIPLE TRUNKED MAPLE TREE, 8 FEET EAST OF A 12-INCH BOXELDER TREE,
 FB2108'5 FEET WEST OF THE EDGE OF THE HIGHWAY CUT, AND 1.0 FOOT WEST-
 FB2108'SOUTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD TRAVERSE
 FB2108'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FB2108'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FB2108'STAMPED OLD 1960.
 FB2108
 FB2108                          STATION RECOVERY (1982)
 FB2108
 FB2108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2108'CONDITION--(UNKNOWN, PROBABLY GOOD).
 FB2108'
 FB2108'OLD 1960 *RECOVERY NOT ATTEMPED DUE TO AN EXTREMELY DENSE GROWTH OF
 FB2108'VINES, TREES AND UNDERBRUSH PLANTED FOR SOIL EROSION CONTROL.
 FB2108'
 FB2108'NOTE--THIS MARK WAS REPORTED RECOVERED IN 1969.
 FB2108'
 FB2108'(CITY BLOCK NO. 20123).
 FB2108'
 FB2108'CONDITION--(UNKNOWN, PROBABLY GOOD).
 FB2108'
 FB2108'OLD NO. 1 1960 *RECOVERY NOT ATTEMPED DUE TO AN EXTREMELY DENSE
 FB2108'GROWTH OF VINES, TREES AND UNDERBRUSH PLANTED FOR SOIL EROSION
 FB2108'CONTROL.
 FB2108'
 FB2108'NOTE--THIS MARK WAS REPORTED RECOVERED IN 1969.
 FB2108'
 FB2108'(CITY BLOCK NO. 20123).
 FB2108'
 FB2108'CONDITION--(UNKNOWN, PROBABLY GOOD).
 FB2108'
 FB2108'OLD 1960 NO. 3 1969 *RECOVERY NOT ATTEMPED DUE TO AN EXTREMELY DENSE
 FB2108'GROWTH OF VINES, TREES AND UNDERBRUSH PLANTED FOR SOIL EROSION
 FB2108'CONTROL.
 FB2108'
 FB2108'NOTE--THIS MARK WAS REPORTED RECOVERED IN 1969.
 FB2108'
 FB2108'(CITY BLOCK NO. 20123).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2347 ***********************************************************************
 GC2347  DESIGNATION -  OLD HICKORY
 GC2347  PID         -  GC2347
 GC2347  STATE/COUNTY-  TN/DAVIDSON
 GC2347  USGS QUAD   -  WHITES CREEK (1994)
 GC2347
 GC2347                         *CURRENT SURVEY CONTROL
 GC2347  ___________________________________________________________________
 GC2347* NAD 83(1995)-  36 16 53.42561(N)    086 52 22.21515(W)     ADJUSTED  
 GC2347* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 GC2347  ___________________________________________________________________
 GC2347  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GC2347  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2347
 GC2347  HORZ ORDER  -  THIRD
 GC2347
 GC2347.The horizontal coordinates were established by classical geodetic methods
 GC2347.and adjusted by the National Geodetic Survey in April 1999..
 GC2347
 GC2347.The orthometric height was scaled from a topographic map.
 GC2347
 GC2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2347
 GC2347.The geoid height was determined by GEOID03.
 GC2347
 GC2347;                    North         East     Units Scale Factor Converg.
 GC2347;SPC TN       -   216,500.468   521,585.093   MT  0.99997882   -0 30 39.6
 GC2347;SPC TN       -   710,301.95  1,711,233.76   sFT  0.99997882   -0 30 39.6
 GC2347;UTM  16      - 4,015,179.941   511,419.983   MT  0.99960161   +0 04 30.9
 GC2347
 GC2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2347!SPC TN       -   0.99996209  x   0.99997882  =   0.99994091
 GC2347!UTM  16      -   0.99996209  x   0.99960161  =   0.99956372
 GC2347
 GC2347:                Primary Azimuth Mark                     Grid Az
 GC2347:SPC TN       -  NASHVILLE RADIO STA WLAC MAST            096 44 54.2
 GC2347:UTM  16      -  NASHVILLE RADIO STA WLAC MAST            096 09 43.7
 GC2347
 GC2347|---------------------------------------------------------------------|
 GC2347| PID    Reference Object                     Distance      Geod. Az  |
 GC2347|                                                           dddmmss.s |
 GC2347| GC2344 NASHVILLE RADIO STA WLAC MAST       APPROX.10.4 KM 0961414.6 |
 GC2347| CG6227 OLD HICKORY RM 1                     24.362 METERS 10501     |
 GC2347| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.18.3 KM 1562217.5 |
 GC2347| CG6226 OLD HICKORY AZ MK                                  2034108.7 |
 GC2347| GC2346 25119                                26.478 METERS 20703     |
 GC2347|---------------------------------------------------------------------|
 GC2347
 GC2347                          SUPERSEDED SURVEY CONTROL
 GC2347
 GC2347  NAD 83(1995)-  36 16 53.42739(N)    086 52 22.21680(W) AD(       ) 3
 GC2347  NAD 83(1995)-  36 16 53.42982(N)    086 52 22.21770(W) AD(       ) 3
 GC2347  NAD 83(1986)-  36 16 53.43578(N)    086 52 22.21831(W) AD(       ) 3
 GC2347  NAD 27      -  36 16 53.24400(N)    086 52 22.22100(W) AD(       ) 3
 GC2347
 GC2347.Superseded values are not recommended for survey control.
 GC2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2347.See file dsdata.txt to determine how the superseded data were derived.
 GC2347
 GC2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1142015180(NAD 83)
 GC2347_MARKER: DS = TRIANGULATION STATION DISK
 GC2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2347
 GC2347  HISTORY     - Date     Condition        Report By
 GC2347  HISTORY     - 1953     MONUMENTED       CGS
 GC2347
 GC2347                          STATION DESCRIPTION
 GC2347
 GC2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2347'STATION IS LOCATED 12 MILES EAST OF ASHLAND CITY AND 10 MILES
 GC2347'NORTHWEST OF NASHVILLE ON PROPERTY OWNED BY GRADY PROCTOR. IT IS 787
 GC2347'FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY 41A AND OLD HICKORY
 GC2347'BLVD. 48 FEET WEST OF THE CENTER OF OLD HICKORY BLVD. AND 5 FEET
 GC2347'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 GC2347'DISK IS STAMPED OLD HICKORY 1953.
 GC2347'
 GC2347'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF OLD HICKORY
 GC2347'BLVD. AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 GC2347'DISK IS STAMPED OLD HICKORY NO 1 1953.
 GC2347'
 GC2347'NO. 25119 (TENN. GEOD. S.) IS USED AS A REFERENCE MARK.  IT IS 31
 GC2347'FEET WEST OF THE CENTER OF OLD HICKORY BLVD.  THE MARK IS A 6 X 6
 GC2347'INCH CONCRETE POST, WHICH PROJECTS 6 INCHES WITH A STANDARD USC AND
 GC2347'GS AND SS DISK ATOP STAMPED NO. 25119.
 GC2347'
 GC2347'AZIMUTH MARK IS 120 FEET SOUTHWEST OF THE INTERSECTION OF U.S.
 GC2347'HIGHWAY 41A AND OLD HICKORY BLVD. 78 FEET WEST OF THE NORTHWEST
 GC2347'CORNER OF A CONCRETE BLOCK BUILDING, 42 FEET SOUTH OF THE CENTER OF
 GC2347'HIGHWAY 41A AND 22 FEET SOUTHEAST OF A POWER LINE POLE.  THE MARK
 GC2347'PROJECTS 4 INCHES AND THE DISK IS STAMPED OLD HICKORY 1953.
 GC2347'
 GC2347'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND
 GC2347'12 IN ASHLAND CITY, GO SOUTHEAST ON HIGHWAY 12 FOR 10.5 MILES TO
 GC2347'THE INTERSECTION OF OLD HICKORY BLVD.  TURN LEFT AND GO NORTH ON OLD
 GC2347'HICKORY BLVD. FOR 4.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 GC2347'41A AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH ON OLD HICKORY
 GC2347'BLVD. FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2347'
 GC2347'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2106 ***********************************************************************
 FB2106  DESIGNATION -  OLD RM 1
 FB2106  PID         -  FB2106
 FB2106  STATE/COUNTY-  TN/KNOX
 FB2106  USGS QUAD   -  KNOXVILLE (1978)
 FB2106
 FB2106                         *CURRENT SURVEY CONTROL
 FB2106  ___________________________________________________________________
 FB2106* NAD 83(1986)-  35 58 59.     (N)    083 56 23.     (W)     SCALED    
 FB2106* NAVD 88     -       306.345  (meters)    1005.07   (feet)  ADJUSTED  
 FB2106  ___________________________________________________________________
 FB2106  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2106  DYNAMIC HT  -         306.061 (meters)    1004.14  (feet)  COMP
 FB2106  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FB2106
 FB2106  VERT ORDER  -  SECOND    CLASS 0
 FB2106
 FB2106.The horizontal coordinates were scaled from a topographic map and have
 FB2106.an estimated accuracy of +/- 6 seconds.
 FB2106
 FB2106.The orthometric height was determined by differential leveling
 FB2106.and adjusted by the National Geodetic Survey in June 1991..
 FB2106
 FB2106.The geoid height was determined by GEOID03.
 FB2106
 FB2106.The dynamic height is computed by dividing the NAVD 88
 FB2106.geopotential number by the normal gravity value computed on the
 FB2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2106.degrees latitude (g = 980.6199 gals.).
 FB2106
 FB2106.The modeled gravity was interpolated from observed gravity values.
 FB2106
 FB2106;                    North         East    Units  Estimated Accuracy
 FB2106;SPC TN       -   184,990.      785,780.      MT  (+/- 180 meters Scaled)
 FB2106
 FB2106                          SUPERSEDED SURVEY CONTROL
 FB2106
 FB2106  NGVD 29 (??/??/92)  306.478  (m)         1005.50   (f) ADJ UNCH    2 0
 FB2106
 FB2106.Superseded values are not recommended for survey control.
 FB2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2106.See file dsdata.txt to determine how the superseded data were derived.
 FB2106
 FB2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349860(NAD 83)
 FB2106_MARKER: DR = REFERENCE MARK DISK
 FB2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2106_STAMPING: OLD NO 1 1960
 FB2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2106+STABILITY: SURFACE MOTION
 FB2106
 FB2106  HISTORY     - Date     Condition        Report By
 FB2106  HISTORY     - 1960     MONUMENTED       CGS
 FB2106  HISTORY     - 1961     GOOD             NGS
 FB2106
 FB2106                          STATION DESCRIPTION
 FB2106
 FB2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2106'AT KNOXVILLE.
 FB2106'THIS MARK IS LOCATED AT THE OLD 1960 STATION SITE, 23.6 FT.
 FB2106'SOUTHWEST OF THE STATION MARK, 49.8 FT. NORTH OF THE NORTHEAST
 FB2106'CORNER OF A HOUSE, 13.6 FT. SOUTH OF THE NORTHEAST CORNER OF
 FB2106'A GARAGE, 5.5 FT. NORTH OF THE SOUTHEAST CORNER OF THE GARAGE,
 FB2106'1.9 FT. EAST OF THE EAST SIDE OF THE GARAGE, AND ABOUT 1 FT.
 FB2106'HIGHER THAN THE STATION MARK.  THE DISK IS SET IN TOP OF
 FB2106'A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 40 FT.
 FB2106'ABOVE THE LEVEL OF INTERSTATE 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2107 ***********************************************************************
 FB2107  DESIGNATION -  OLD RM 2
 FB2107  PID         -  FB2107
 FB2107  STATE/COUNTY-  TN/KNOX
 FB2107  USGS QUAD   -  KNOXVILLE (1978)
 FB2107
 FB2107                         *CURRENT SURVEY CONTROL
 FB2107  ___________________________________________________________________
 FB2107* NAD 83(1986)-  35 58 59.     (N)    083 56 23.     (W)     SCALED    
 FB2107* NAVD 88     -       305.967  (meters)    1003.83   (feet)  ADJUSTED  
 FB2107  ___________________________________________________________________
 FB2107  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2107  DYNAMIC HT  -         305.684 (meters)    1002.90  (feet)  COMP
 FB2107  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FB2107
 FB2107  VERT ORDER  -  SECOND    CLASS 0
 FB2107
 FB2107.The horizontal coordinates were scaled from a topographic map and have
 FB2107.an estimated accuracy of +/- 6 seconds.
 FB2107
 FB2107.The orthometric height was determined by differential leveling
 FB2107.and adjusted by the National Geodetic Survey in June 1991..
 FB2107
 FB2107.The geoid height was determined by GEOID03.
 FB2107
 FB2107.The dynamic height is computed by dividing the NAVD 88
 FB2107.geopotential number by the normal gravity value computed on the
 FB2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2107.degrees latitude (g = 980.6199 gals.).
 FB2107
 FB2107.The modeled gravity was interpolated from observed gravity values.
 FB2107
 FB2107;                    North         East    Units  Estimated Accuracy
 FB2107;SPC TN       -   184,990.      785,780.      MT  (+/- 180 meters Scaled)
 FB2107
 FB2107                          SUPERSEDED SURVEY CONTROL
 FB2107
 FB2107  NGVD 29 (??/??/92)  306.100  (m)         1004.26   (f) ADJ UNCH    2 0
 FB2107
 FB2107.Superseded values are not recommended for survey control.
 FB2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2107.See file dsdata.txt to determine how the superseded data were derived.
 FB2107
 FB2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349860(NAD 83)
 FB2107_MARKER: DR = REFERENCE MARK DISK
 FB2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2107_STAMPING: OLD NO 2 1960
 FB2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2107+STABILITY: SURFACE MOTION
 FB2107
 FB2107  HISTORY     - Date     Condition        Report By
 FB2107  HISTORY     - 1960     MONUMENTED       CGS
 FB2107  HISTORY     - 1961     GOOD             NGS
 FB2107  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2107
 FB2107                          STATION DESCRIPTION
 FB2107
 FB2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2107'AT KNOXVILLE.
 FB2107'THIS MARK IS LOCATED AT THE OLD 1960 STATION SITE, 31.4 FT.
 FB2107'NORTHWEST OF THE STATION MARK, 27 FT. NORTH OF A 12-INCH TREE,
 FB2107'27 FT. NORTH OF THE NORTHEAST CORNER OF A GARAGE, AND 3 FT.
 FB2107'WEST OF THE HIGHWAY CUT.  THE DISK IS SET IN TOP OF A CONCRETE
 FB2107'POST THAT IS FLUSH WITH THE GROUND AND ABOUT 40 FT. ABOVE THE
 FB2107'LEVEL OF THE HIGHWAY.
 FB2107
 FB2107                          STATION RECOVERY (1982)
 FB2107
 FB2107'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2202 ***********************************************************************
 FB2202  DESIGNATION -  OLD RM 3
 FB2202  PID         -  FB2202
 FB2202  STATE/COUNTY-  TN/KNOX
 FB2202  USGS QUAD   -  KNOXVILLE (1978)
 FB2202
 FB2202                         *CURRENT SURVEY CONTROL
 FB2202  ___________________________________________________________________
 FB2202* NAD 83(1986)-  35 58 59.     (N)    083 56 23.     (W)     SCALED    
 FB2202* NAVD 88     -       305.96   (meters)    1003.8    (feet)  RESET     
 FB2202  ___________________________________________________________________
 FB2202  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2202
 FB2202  VERT ORDER  -  THIRD
 FB2202
 FB2202.The horizontal coordinates were scaled from a topographic map and have
 FB2202.an estimated accuracy of +/- 6 seconds.
 FB2202
 FB2202.The orthometric height was computed from unverified reset data.
 FB2202
 FB2202.The geoid height was determined by GEOID03.
 FB2202
 FB2202;                    North         East    Units  Estimated Accuracy
 FB2202;SPC TN       -   184,990.      785,780.      MT  (+/- 180 meters Scaled)
 FB2202
 FB2202                          SUPERSEDED SURVEY CONTROL
 FB2202
 FB2202.No superseded survey control is available for this station.
 FB2202
 FB2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349860(NAD 83)
 FB2202_MARKER: DR = REFERENCE MARK DISK
 FB2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2202_STAMPING: OLD 1960 NO 3 1969
 FB2202_MARK LOGO: CGS   
 FB2202_PROJECTION: FLUSH
 FB2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2202+STABILITY: SURFACE MOTION
 FB2202
 FB2202  HISTORY     - Date     Condition        Report By
 FB2202  HISTORY     - 1969     MONUMENTED       CGS
 FB2202
 FB2202                          STATION DESCRIPTION
 FB2202
 FB2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2202'IN KNOXVILLE.
 FB2202'1.4 MILES NORTH ALONG INTERSTATE 75 FROM THE JUNCTION
 FB2202'OF MAGNOLIA AVENUE AND INTERSTATE 75, NEAR THE CREST OF
 FB2202'A HILL, AT THE OLD 1960 TRAVERSE STATION ALONG THE SOUTHWEST
 FB2202'RIGHT-OF-WAY OF INTERSTATE ROUTE 75, ABOUT 1.4 MILES NORTHWEST OF
 FB2202'DOWNTOWN KNOXVILLE, ABOUT 120 FEET EAST-NORTHEAST OF THE
 FB2202'APPROXIMATE CENTER OF MARION STREET NW, 36.07 FEET NORTH OF OLD
 FB2202'RM 1, 31.41 FEET NORTHWEST OF OLD 1960, 28 FEET EAST-NORTHEAST OF
 FB2202'THE RIGHT-OF-WAY FENCE, 26.5 FEET NORTH-NORTHEAST OF A 12-INCH
 FB2202'BOXELDER TREE AND 2 FEET WEST OF THE EDGE OF THE HIGHWAY CUT.
 FB2202'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1873 ***********************************************************************
 FC1873  DESIGNATION -  OLGIATI
 FC1873  PID         -  FC1873
 FC1873  STATE/COUNTY-  TN/HAMILTON
 FC1873  USGS QUAD   -  CHATTANOOGA (1976)
 FC1873
 FC1873                         *CURRENT SURVEY CONTROL
 FC1873  ___________________________________________________________________
 FC1873* NAD 83(1995)-  35 04 01.20082(N)    085 19 16.11237(W)     ADJUSTED  
 FC1873* NAVD 88     -       284.3    (meters)     933.     (feet)  VERTCON   
 FC1873  ___________________________________________________________________
 FC1873  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 FC1873  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FC1873
 FC1873  HORZ ORDER  -  SECOND
 FC1873
 FC1873.The horizontal coordinates were established by classical geodetic methods
 FC1873.and adjusted by the National Geodetic Survey in April 1999..
 FC1873
 FC1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1873
 FC1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1873
 FC1873.The geoid height was determined by GEOID03.
 FC1873
 FC1873;                    North         East     Units Scale Factor Converg.
 FC1873;SPC TN       -    81,616.315   661,922.933   MT  1.00003733   +0 23 50.7
 FC1873;SPC TN       -   267,769.53  2,171,658.82   sFT  1.00003733   +0 23 50.7
 FC1873;UTM  16      - 3,881,761.935   653,081.069   MT  0.99988881   +0 57 53.1
 FC1873
 FC1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1873!SPC TN       -   0.99996003  x   1.00003733  =   0.99999736
 FC1873!UTM  16      -   0.99996003  x   0.99988881  =   0.99984884
 FC1873
 FC1873|---------------------------------------------------------------------|
 FC1873| PID    Reference Object                     Distance      Geod. Az  |
 FC1873|                                                           dddmmss.s |
 FC1873| CG6228 OLGIATI RM 1                          9.528 METERS 02216     |
 FC1873| CG5583 BM                                                 1291745.5 |
 FC1873| FC1862 CHATTANOOGA FIRST METH CHURCH       APPROX. 2.5 KM 1484759.2 |
 FC1873| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 8.3 KM 1750440.2 |
 FC1873| CG6229 OLGIATI RM 2                          9.763 METERS 21535     |
 FC1873|---------------------------------------------------------------------|
 FC1873
 FC1873                          SUPERSEDED SURVEY CONTROL
 FC1873
 FC1873  NAD 83(1995)-  35 04 01.20114(N)    085 19 16.11259(W) AD(       ) 2
 FC1873  NAD 83(1995)-  35 04 01.20132(N)    085 19 16.11490(W) AD(       ) 2
 FC1873  NAD 83(1995)-  35 04 01.20202(N)    085 19 16.11286(W) AD(       ) 2
 FC1873  NAD 83(1986)-  35 04 01.20232(N)    085 19 16.11253(W) AD(       ) 2
 FC1873  NAD 27      -  35 04 00.93990(N)    085 19 16.26290(W) AD(       ) 2
 FC1873  NGVD 29 (07/19/86)  284.3    (m)          933.     (f) VERT ANG       
 FC1873
 FC1873.Superseded values are not recommended for survey control.
 FC1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1873.See file dsdata.txt to determine how the superseded data were derived.
 FC1873
 FC1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5308181762(NAD 83)
 FC1873_MARKER: DS = TRIANGULATION STATION DISK
 FC1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1873
 FC1873  HISTORY     - Date     Condition        Report By
 FC1873  HISTORY     - 1962     MONUMENTED       CGS
 FC1873
 FC1873                          STATION DESCRIPTION
 FC1873
 FC1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1873'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF DOWNTOWN
 FC1873'CHATTANOOGA, 1 MILE WEST OF NORTH CHATTANOOGA, 1/2 MILE NORTH
 FC1873'OF THE NORTH END OF THE P.R. OLGIATI BRIDGE OVER THE TENNESSEE RIVER
 FC1873'AND JUST TO THE WEST OF THE NORTH AND SOUTH EXPRESSWAY ON
 FC1873'STRINGERS RIDGE.
 FC1873'
 FC1873'TO REACH FROM THE NORTH END OF THE P.R. OLGIATI BRIDGE ON THE NORTH
 FC1873'AND SOUTH EXPRESSWAY, GO NORTH ON THE EXPRESSWAY FOR 0.25 MILE TO
 FC1873'THE EXIT FOR MANNING STREET, TURN RIGHT AND GO 0.1 MILE TO A CROSS
 FC1873'ROAD, TURN SHARP LEFT AND GO 0.3 MILE TO A FORK, TAKE RIGHT FORK
 FC1873'AND GO 0.5 MILE TO A T JUNCTION, TURN RIGHT AND GO 0.5 MILE TO A
 FC1873'WOODS ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO TOP OF HILL AND
 FC1873'STATION TO EAST OF THE RIGHT-OF WAY FENCE.
 FC1873'
 FC1873'THE STATION MARK IS 5 FEET EAST OF THE RIGHT OF WAY FENCE AND 2.7
 FC1873'FEET WEST OF A METAL WITNESS POST. THE MARK IS A STANDARD DISK
 FC1873'SET FLUSH AND IS STAMPED OLGIATI 1962.
 FC1873'*
 FC1873'REFERENCE MARK NO. 1 IS 11 FEET SOUTH OF RIGHT OF
 FC1873'WAY FENCE CORNER AND 1 FOOT EAST OF RIGHT OF WAY FENCE. IT IS SET IN
 FC1873'THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND AND IS
 FC1873'STAMPED OLGIATI NO 1 1962.
 FC1873'
 FC1873'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF RIGHT OF WAY FENCE. IT
 FC1873'PROJECTS 1 INCH AND IS STAMPED OLGIATI NO 2 1962.
 FC1873'
 FC1873'THE AZIMUTH MARK IS A TENNESSEE STATE HIGHWAY DEPARTMENT BENCH MARK
 FC1873'SET IN A DRILL HOLE ON THE SOUTHWEST END OF AN OVERPASS ON THE
 FC1873'NORTH AND SOUTH EXPRESSWAY THAT CROSSES OVER MANNING STREET. IT IS 1
 FC1873'FOOT NORTHEAST OF THE NORTH END OF A HEADWALL IN WALKWAY AND IS SET
 FC1873'FLUSH. IT IS NOT STAMPED AT THIS TIME.
 FC1873'
 FC1873'TO REACH FROM THE NORTH END OF THE P. R. OLGIATI BRIDGE, GO NORTH ON
 FC1873'THE EXPRESSWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0346 ***********************************************************************
 FE0346  DESIGNATION -  OLIVE
 FE0346  PID         -  FE0346
 FE0346  STATE/COUNTY-  TN/HARDIN
 FE0346  USGS QUAD   -  OLIVEHILL (1972)
 FE0346
 FE0346                         *CURRENT SURVEY CONTROL
 FE0346  ___________________________________________________________________
 FE0346* NAD 83(1995)-  35 16 27.00937(N)    088 01 58.01058(W)     ADJUSTED  
 FE0346* NAVD 88     -       167.990  (meters)     551.15   (feet)  ADJUSTED  
 FE0346  ___________________________________________________________________
 FE0346  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FE0346  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0346  DYNAMIC HT  -         167.835 (meters)     550.64  (feet)  COMP
 FE0346  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FE0346
 FE0346  HORZ ORDER  -  SECOND
 FE0346  VERT ORDER  -  SECOND    CLASS 0
 FE0346
 FE0346.The horizontal coordinates were established by classical geodetic methods
 FE0346.and adjusted by the National Geodetic Survey in April 1999..
 FE0346
 FE0346.The orthometric height was determined by differential leveling
 FE0346.and adjusted by the National Geodetic Survey in June 1991..
 FE0346
 FE0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0346
 FE0346.The geoid height was determined by GEOID03.
 FE0346
 FE0346.The dynamic height is computed by dividing the NAVD 88
 FE0346.geopotential number by the normal gravity value computed on the
 FE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0346.degrees latitude (g = 980.6199 gals.).
 FE0346
 FE0346.The modeled gravity was interpolated from observed gravity values.
 FE0346
 FE0346;                    North         East     Units Scale Factor Converg.
 FE0346;SPC TN       -   106,306.673   415,066.335   MT  0.99999582   -1 11 24.3
 FE0346;SPC TN       -   348,774.48  1,361,763.47   sFT  0.99999582   -1 11 24.3
 FE0346;UTM  16      - 3,903,936.992   406,070.771   MT  0.99970873   -0 35 47.3
 FE0346
 FE0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0346!SPC TN       -   0.99997799  x   0.99999582  =   0.99997381
 FE0346!UTM  16      -   0.99997799  x   0.99970873  =   0.99968673
 FE0346
 FE0346:                Primary Azimuth Mark                     Grid Az
 FE0346:SPC TN       -  OLIVE AZ MK                              041 44 03.1
 FE0346:UTM  16      -  OLIVE AZ MK                              041 08 26.1
 FE0346
 FE0346|---------------------------------------------------------------------|
 FE0346| PID    Reference Object                     Distance      Geod. Az  |
 FE0346|                                                           dddmmss.s |
 FE0346| FE0348 OLIVE AZ MK                                        0403238.8 |
 FE0346| FE0347 OLIVE RM 1                           17.631 METERS 15644     |
 FE0346| FE0342 COY                                 APPROX. 1.9 KM 2414251.7 |
 FE0346| FE0345 OLIVE RM 2                           19.576 METERS 27238     |
 FE0346|---------------------------------------------------------------------|
 FE0346
 FE0346                          SUPERSEDED SURVEY CONTROL
 FE0346
 FE0346  NAD 83(1995)-  35 16 27.01330(N)    088 01 58.01089(W) AD(       ) 2
 FE0346  NAD 83(1995)-  35 16 27.01345(N)    088 01 58.01097(W) AD(       ) 2
 FE0346  NAD 83(1995)-  35 16 27.01553(N)    088 01 58.01065(W) AD(       ) 2
 FE0346  NAD 83(1986)-  35 16 27.01855(N)    088 01 58.01009(W) AD(       ) 2
 FE0346  NAD 27      -  35 16 26.73820(N)    088 01 57.90590(W) AD(       ) 2
 FE0346  NGVD 29 (??/??/??)  167.994  (m)          551.16   (f) ADJUSTED    2 0
 FE0346
 FE0346.Superseded values are not recommended for survey control.
 FE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0346.See file dsdata.txt to determine how the superseded data were derived.
 FE0346
 FE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0607103937(NAD 83)
 FE0346_MARKER: DS = TRIANGULATION STATION DISK
 FE0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0346_STAMPING: OLIVE 1962
 FE0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0346+STABILITY: SURFACE MOTION
 FE0346
 FE0346  HISTORY     - Date     Condition        Report By
 FE0346  HISTORY     - 1962     MONUMENTED       TNHD
 FE0346  HISTORY     - 1962     GOOD             TNHD
 FE0346
 FE0346                          STATION DESCRIPTION
 FE0346
 FE0346'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0346'THE STATION IS LOCATED IN OLIVE HILL ABOUT 150 FEET SOUTHEAST OF THE
 FE0346'OLIVE HILL POST OFFICE.
 FE0346'
 FE0346'THE STATION IS IN A TRIANGLE BOUNDED ON ONE SIDE BY STATE ROUTE 15
 FE0346'AND ON THE OTHER TWO SIDES BY THE Y-INTERSECTION OF A PAVED ROAD WITH
 FE0346'STATE ROUTE 15.  IT IS 61 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FE0346'STATE ROUTE 15, 35 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FE0346'PAVED ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FE0346'HIGHWAY DEPARTMENT DISKS STAMPED OLIVE 1962.  THE UNDERGROUND MARK
 FE0346'IS ABOUT 30-INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET
 FE0346'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE0346'
 FE0346'REFERENCE MARK NO. 1 IS 15 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FE0346'OF THE PAVED ROAD, 20 FEET SOUTHWEST OF AN 8-INCH ELM TREE, AND 2
 FE0346'FEET NORTH OF A POWERPOLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0346'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FE0346'AND THE DISK IS STAMPED OLIVE RM-1 1962.
 FE0346'
 FE0346'REFERENCE MARK NO. 2 IS 24 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FE0346'OF A PAVED ROAD, 27 FEET SOUTHEAST OF THE APPROXIMATE
 FE0346'CENTER OF STATE ROUTE 15 AND 2 FEET NORTH OF A POWERPOLE.  THE MARK
 FE0346'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FE0346'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE0346'OLIVE RM-2 1962.
 FE0346'
 FE0346'THE AZIMUTH MARK IS 18 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 FE0346'PAVED ROAD, 2 FEET SOUTHWEST OF A POWERPOLE, AND 16 FEET NORTHWEST OF
 FE0346'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0346'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0346'DISK IS STAMPED OLIVE AZI 1962.
 FE0346'
 FE0346'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE PAVED ROAD AND
 FE0346'STATE ROUTE 15, GO 0.1 MILE NORTH TO THE MARK ON THE RIGHT AS
 FE0346'DESCRIBED.
 FE0346'
 FE0346'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 FE0346
 FE0346                          STATION RECOVERY (1962)
 FE0346
 FE0346'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0346'AT OLIVE HILL.
 FE0346'THE STATION IS LOCATED ABOUT 150 FEET SOUTHEAST OF THE OLIVE
 FE0346'HILL POST OFFICE.  THE STATION IS IN A TRIANGLE BOUNDED ON
 FE0346'ONE SIDE BY U.S. HIGHWAY 64 AND ON THE OTHER TWO SIDES BY THE
 FE0346'Y-INTERSECTION OF A PAVED ROAD WITH U.S. HIGHWAY 64.  IT IS
 FE0346'61 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 35 FEET
 FE0346'NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.  THE MARK IS A
 FE0346'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FE0346'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0444 ***********************************************************************
 FF0444  DESIGNATION -  OLIVE
 FF0444  PID         -  FF0444
 FF0444  STATE/COUNTY-  TN/SHELBY
 FF0444  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0444
 FF0444                         *CURRENT SURVEY CONTROL
 FF0444  ___________________________________________________________________
 FF0444* NAD 83(1995)-  35 06 38.27660(N)    090 04 28.65649(W)     ADJUSTED  
 FF0444* NAVD 88     -        89.229  (meters)     292.75   (feet)  ADJUSTED  
 FF0444  ___________________________________________________________________
 FF0444  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FF0444  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0444  DYNAMIC HT  -          89.148 (meters)     292.48  (feet)  COMP
 FF0444  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FF0444
 FF0444  HORZ ORDER  -  SECOND
 FF0444  VERT ORDER  -  SECOND    CLASS 0
 FF0444
 FF0444.The horizontal coordinates were established by classical geodetic methods
 FF0444.and adjusted by the National Geodetic Survey in April 1999..
 FF0444
 FF0444.The orthometric height was determined by differential leveling
 FF0444.and adjusted by the National Geodetic Survey in June 1991..
 FF0444
 FF0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0444
 FF0444.The geoid height was determined by GEOID03.
 FF0444
 FF0444.The dynamic height is computed by dividing the NAVD 88
 FF0444.geopotential number by the normal gravity value computed on the
 FF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0444.degrees latitude (g = 980.6199 gals.).
 FF0444
 FF0444.The modeled gravity was interpolated from observed gravity values.
 FF0444
 FF0444;                    North         East     Units Scale Factor Converg.
 FF0444;SPC TN       -    93,974.202   228,633.203   MT  1.00002752   -2 23 07.6
 FF0444;SPC TN       -   308,313.69    750,107.43   sFT  1.00002752   -2 23 07.6
 FF0444;SPC AR N     -    87,950.909   575,510.426   MT  0.99996988   +1 07 13.3
 FF0444;SPC AR N     -   288,552.27  1,888,153.79   sFT  0.99996988   +1 07 13.3
 FF0444;UTM  15      - 3,889,228.752   766,624.871   MT  1.00047621   +1 41 00.7
 FF0444;UTM  16      - 3,889,638.926   219,767.488   MT  1.00056795   -1 46 10.4
 FF0444
 FF0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0444!SPC TN       -   0.99999028  x   1.00002752  =   1.00001780
 FF0444!SPC AR N     -   0.99999028  x   0.99996988  =   0.99996016
 FF0444!UTM  15      -   0.99999028  x   1.00047621  =   1.00046648
 FF0444!UTM  16      -   0.99999028  x   1.00056795  =   1.00055822
 FF0444
 FF0444                          SUPERSEDED SURVEY CONTROL
 FF0444
 FF0444  NAD 83(1995)-  35 06 38.27877(N)    090 04 28.65614(W) AD(       ) 2
 FF0444  NAD 83(1995)-  35 06 38.28260(N)    090 04 28.65606(W) AD(       ) 2
 FF0444  NAD 83(1986)-  35 06 38.28672(N)    090 04 28.65782(W) AD(       ) 2
 FF0444  NAD 27      -  35 06 37.95680(N)    090 04 28.32200(W) AD(       ) 2
 FF0444  NGVD 29 (??/??/??)   89.194  (m)          292.63   (f) ADJUSTED    2 0
 FF0444
 FF0444.Superseded values are not recommended for survey control.
 FF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0444.See file dsdata.txt to determine how the superseded data were derived.
 FF0444
 FF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6662589229(NAD 83)
 FF0444_MARKER: DE = TRAVERSE STATION DISK
 FF0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0444_SP_SET: SIDEWALK
 FF0444_STAMPING: OLIVE 1959
 FF0444_MARK LOGO: CGS   
 FF0444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0444+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0444
 FF0444  HISTORY     - Date     Condition        Report By
 FF0444  HISTORY     - 1959     MONUMENTED       CGS
 FF0444  HISTORY     - 1959     GOOD             CGS
 FF0444  HISTORY     - 19950212 MARK NOT FOUND   TN1620
 FF0444  HISTORY     - 20001128 POOR             USE
 FF0444
 FF0444                          STATION DESCRIPTION
 FF0444
 FF0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0444'THE STATION IS LOCATED IN THE WEST-SOUTHWEST SECTION OF
 FF0444'MEMPHIS, 54 FEET EAST OF RIVERSIDE DRIVE, 31 FEET NORTHWEST
 FF0444'OF THE NORTHWEST CORNER OF THE DEALERS TRANSPORT CO. BUILDING,
 FF0444'26 FEET SOUTH OF WEST OLIVE AVE. AND 16 FEET SOUTH-SOUTHWEST
 FF0444'OF A FIRE PLUG.  THE MARK IS A STANDARD TRAVERSE DISK CEMENTED
 FF0444'IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH THE SIDE
 FF0444'WALK AND IS STAMPED OLIVE 1959.
 FF0444'
 FF0444'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF0444
 FF0444                          STATION RECOVERY (1959)
 FF0444
 FF0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0444'AT MEMPHIS.
 FF0444'THE STATION IS LOCATED IN THE WEST-SOUTHWEST SECTIN OF MEMPHIS,
 FF0444'54 FEET EAST OF RIVERSIDE DRIVE, 31 FEET NORTHWEST OF THE
 FF0444'NORTHWEST CORNER OF THE DEALERS TRANSPORT CO. BUILDING, 26
 FF0444'FEET SOUTH OF WEST OLIVE AVE. AND 16 FEET SOUTH-SOUTHWEST OF
 FF0444'A FIRE PLUG.  THE MARK IS CEMENTED IN A DRILL HOLE IN THE SIDE
 FF0444'WALK, SET FLUSH WITH THE SIDE WALK.  IT IS ABOUT 0.5 MILE NORTH
 FF0444'OF STATION RIVERSIDE 1957.
 FF0444
 FF0444                          STATION RECOVERY (1995)
 FF0444
 FF0444'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0444'MARK NOT FOUND.
 FF0444
 FF0444                          STATION RECOVERY (2000)
 FF0444
 FF0444'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0444'CONCRETE BUCKLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0348 ***********************************************************************
 FE0348  DESIGNATION -  OLIVE AZ MK
 FE0348  PID         -  FE0348
 FE0348  STATE/COUNTY-  TN/HARDIN
 FE0348  USGS QUAD   -  OLIVEHILL (1972)
 FE0348
 FE0348                         *CURRENT SURVEY CONTROL
 FE0348  ___________________________________________________________________
 FE0348* NAD 83(1986)-  35 16 26.     (N)    088 01 57.     (W)     SCALED    
 FE0348* NAVD 88     -       164.801  (meters)     540.68   (feet)  ADJUSTED  
 FE0348  ___________________________________________________________________
 FE0348  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0348  DYNAMIC HT  -         164.649 (meters)     540.19  (feet)  COMP
 FE0348  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FE0348
 FE0348  VERT ORDER  -  SECOND    CLASS 0
 FE0348
 FE0348.The horizontal coordinates were scaled from a topographic map and have
 FE0348.an estimated accuracy of +/- 6 seconds.
 FE0348
 FE0348.The orthometric height was determined by differential leveling
 FE0348.and adjusted by the National Geodetic Survey in June 1991..
 FE0348
 FE0348.The geoid height was determined by GEOID03.
 FE0348
 FE0348.The dynamic height is computed by dividing the NAVD 88
 FE0348.geopotential number by the normal gravity value computed on the
 FE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0348.degrees latitude (g = 980.6199 gals.).
 FE0348
 FE0348.The modeled gravity was interpolated from observed gravity values.
 FE0348
 FE0348;                    North         East    Units  Estimated Accuracy
 FE0348;SPC TN       -   106,280.      415,090.      MT  (+/- 180 meters Scaled)
 FE0348
 FE0348                          SUPERSEDED SURVEY CONTROL
 FE0348
 FE0348  NGVD 29 (??/??/??)  164.805  (m)          540.70   (f) ADJUSTED    2 0
 FE0348
 FE0348.Superseded values are not recommended for survey control.
 FE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0348.See file dsdata.txt to determine how the superseded data were derived.
 FE0348
 FE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE060039(NAD 83)
 FE0348_MARKER: DZ = AZIMUTH MARK DISK
 FE0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0348_STAMPING: OLIVE AZI 1962
 FE0348_MARK LOGO: TNHD  
 FE0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0348+STABILITY: SURFACE MOTION
 FE0348
 FE0348  HISTORY     - Date     Condition        Report By
 FE0348  HISTORY     - 1962     MONUMENTED       TNHD
 FE0348
 FE0348                          STATION DESCRIPTION
 FE0348
 FE0348'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0348'AT OLIVE HILL.
 FE0348'THE AZIMUTH MARK IS 0.1 MILE NORTH OF THE INTERSECTION OF THE
 FE0348'PAVED ROAD AND U.S. HIGHWAY 64.  THE AZIMUTH MARK IS 18 FEET
 FE0348'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 2 FEET SOUTHWEST
 FE0348'OF A POWERPOLE AND 16 FEET NORTHWEST OF A WITNESS POST.  THE
 FE0348'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0348'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0348'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2245 ***********************************************************************
 FE2245  DESIGNATION -  OLIVE HILL ATT MW KYN
 FE2245  PID         -  FE2245
 FE2245  STATE/COUNTY-  TN/HARDIN
 FE2245  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE2245
 FE2245                         *CURRENT SURVEY CONTROL
 FE2245  ___________________________________________________________________
 FE2245* NAD 83(1995)-  35 12 26.80304(N)    088 03 40.35857(W)     ADJUSTED  
 FE2245* NAVD 88     -                                                        
 FE2245  ___________________________________________________________________
 FE2245  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FE2245  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2245
 FE2245  HORZ ORDER  -  THIRD
 FE2245
 FE2245.The horizontal coordinates were established by classical geodetic methods
 FE2245.and adjusted by the National Geodetic Survey in April 1999..
 FE2245
 FE2245
 FE2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2245
 FE2245.The geoid height was determined by GEOID03.
 FE2245
 FE2245;                    North         East     Units Scale Factor Converg.
 FE2245;SPC TN       -    98,959.708   412,324.377   MT  1.00000778   -1 12 24.2
 FE2245;SPC TN       -   324,670.31  1,352,767.56   sFT  1.00000778   -1 12 24.2
 FE2245;UTM  16      - 3,896,564.124   403,405.929   MT  0.99971499   -0 36 42.8
 FE2245
 FE2245                          SUPERSEDED SURVEY CONTROL
 FE2245
 FE2245  NAD 83(1995)-  35 12 26.80551(N)    088 03 40.36062(W) AD(       ) 4
 FE2245  NAD 83(1995)-  35 12 26.80564(N)    088 03 40.36081(W) AD(       ) 4
 FE2245  NAD 83(1995)-  35 12 26.80894(N)    088 03 40.35569(W) AD(       ) 4
 FE2245  NAD 83(1986)-  35 12 26.81150(N)    088 03 40.35614(W) AD(       ) 4
 FE2245  NAD 27      -  35 12 26.52366(N)    088 03 40.23365(W) AD(       ) 3
 FE2245
 FE2245.Superseded values are not recommended for survey control.
 FE2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2245.See file dsdata.txt to determine how the superseded data were derived.
 FE2245
 FE2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0340696564(NAD 83)
 FE2245_MARKER: 45 = MICROWAVE TOWER
 FE2245
 FE2245  HISTORY     - Date     Condition        Report By
 FE2245  HISTORY     - 1970     FIRST OBSERVED   NGS
 FE2245
 FE2245                          STATION DESCRIPTION
 FE2245
 FE2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2245'THE STATION IS THE RED LIGHT ATOP THE OLIVE HILL AMERICAN
 FE2245'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER THAT IS LOCATED
 FE2245'ABOUT 10 MILES EAST OF SAVANNAH AND 3-1/2 MILES SOUTH OF OLIVE
 FE2245'HILL.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN
 FE2245'ALTERNATE BANDS OF RED AND WHITE WITH A FAN SHAPED ANTENNA
 FE2245'LOCATED ON EACH OF THE FOUR CORNERS NEAR THE TOP.  IT IS 200 FEET
 FE2245'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0347 ***********************************************************************
 FE0347  DESIGNATION -  OLIVE RM 1
 FE0347  PID         -  FE0347
 FE0347  STATE/COUNTY-  TN/HARDIN
 FE0347  USGS QUAD   -  OLIVEHILL (1972)
 FE0347
 FE0347                         *CURRENT SURVEY CONTROL
 FE0347  ___________________________________________________________________
 FE0347* NAD 83(1986)-  35 16 26.     (N)    088 01 57.     (W)     SCALED    
 FE0347* NAVD 88     -       168.135  (meters)     551.62   (feet)  ADJUSTED  
 FE0347  ___________________________________________________________________
 FE0347  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0347  DYNAMIC HT  -         167.980 (meters)     551.11  (feet)  COMP
 FE0347  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FE0347
 FE0347  VERT ORDER  -  SECOND    CLASS 0
 FE0347
 FE0347.The horizontal coordinates were scaled from a topographic map and have
 FE0347.an estimated accuracy of +/- 6 seconds.
 FE0347
 FE0347.The orthometric height was determined by differential leveling
 FE0347.and adjusted by the National Geodetic Survey in June 1991..
 FE0347
 FE0347.The geoid height was determined by GEOID03.
 FE0347
 FE0347.The dynamic height is computed by dividing the NAVD 88
 FE0347.geopotential number by the normal gravity value computed on the
 FE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0347.degrees latitude (g = 980.6199 gals.).
 FE0347
 FE0347.The modeled gravity was interpolated from observed gravity values.
 FE0347
 FE0347;                    North         East    Units  Estimated Accuracy
 FE0347;SPC TN       -   106,280.      415,090.      MT  (+/- 180 meters Scaled)
 FE0347
 FE0347                          SUPERSEDED SURVEY CONTROL
 FE0347
 FE0347  NGVD 29 (??/??/??)  168.140  (m)          551.64   (f) ADJUSTED    2 0
 FE0347
 FE0347.Superseded values are not recommended for survey control.
 FE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0347.See file dsdata.txt to determine how the superseded data were derived.
 FE0347
 FE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE060039(NAD 83)
 FE0347_MARKER: DR = REFERENCE MARK DISK
 FE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0347_STAMPING: OLIVE RM-1 1962
 FE0347_MARK LOGO: TNHD  
 FE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0347+STABILITY: SURFACE MOTION
 FE0347
 FE0347  HISTORY     - Date     Condition        Report By
 FE0347  HISTORY     - 1962     MONUMENTED       TNHD
 FE0347
 FE0347                          STATION DESCRIPTION
 FE0347
 FE0347'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0347'AT OLIVE HILL.
 FE0347'THIS MARK IS LOCATED AT THE OLIVE 1962 STATION SITE, 15 FEET
 FE0347'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 20 FEET SOUTHWEST
 FE0347'OF AN 8-INCH ELM TREE, 58 FEET SOUTHEAST OF THE STATION AND
 FE0347'2 FEET NORTH OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 FE0347'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0347'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0345 ***********************************************************************
 FE0345  DESIGNATION -  OLIVE RM 2
 FE0345  PID         -  FE0345
 FE0345  STATE/COUNTY-  TN/HARDIN
 FE0345  USGS QUAD   -  OLIVEHILL (1972)
 FE0345
 FE0345                         *CURRENT SURVEY CONTROL
 FE0345  ___________________________________________________________________
 FE0345* NAD 83(1986)-  35 16 26.     (N)    088 01 57.     (W)     SCALED    
 FE0345* NAVD 88     -       168.591  (meters)     553.12   (feet)  ADJUSTED  
 FE0345  ___________________________________________________________________
 FE0345  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0345  DYNAMIC HT  -         168.436 (meters)     552.61  (feet)  COMP
 FE0345  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FE0345
 FE0345  VERT ORDER  -  SECOND    CLASS 0
 FE0345
 FE0345.The horizontal coordinates were scaled from a topographic map and have
 FE0345.an estimated accuracy of +/- 6 seconds.
 FE0345
 FE0345.The orthometric height was determined by differential leveling
 FE0345.and adjusted by the National Geodetic Survey in June 1991..
 FE0345
 FE0345.The geoid height was determined by GEOID03.
 FE0345
 FE0345.The dynamic height is computed by dividing the NAVD 88
 FE0345.geopotential number by the normal gravity value computed on the
 FE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0345.degrees latitude (g = 980.6199 gals.).
 FE0345
 FE0345.The modeled gravity was interpolated from observed gravity values.
 FE0345
 FE0345;                    North         East    Units  Estimated Accuracy
 FE0345;SPC TN       -   106,280.      415,090.      MT  (+/- 180 meters Scaled)
 FE0345
 FE0345                          SUPERSEDED SURVEY CONTROL
 FE0345
 FE0345  NGVD 29 (??/??/??)  168.595  (m)          553.13   (f) ADJUSTED    2 0
 FE0345
 FE0345.Superseded values are not recommended for survey control.
 FE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0345.See file dsdata.txt to determine how the superseded data were derived.
 FE0345
 FE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE060039(NAD 83)
 FE0345_MARKER: DR = REFERENCE MARK DISK
 FE0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0345_STAMPING: OLIVE RM-2 1962
 FE0345_MARK LOGO: TNHD  
 FE0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0345+STABILITY: SURFACE MOTION
 FE0345
 FE0345  HISTORY     - Date     Condition        Report By
 FE0345  HISTORY     - 1962     MONUMENTED       TNHD
 FE0345
 FE0345                          STATION DESCRIPTION
 FE0345
 FE0345'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0345'AT OLIVE HILL.
 FE0345'THIS MARK IS LOCATED AT THE OLIVE 1962 STATION SITE, 24 FEET
 FE0345'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 27 FEET SOUTHEAST
 FE0345'OF THE CENTERLINE OF U.S. HIGHWAY 64, 64 FEET WEST OF THE
 FE0345'STATION AND 2 FEET NORTH OF A POWERPOLE.  THE MARK IS A STANDARD
 FE0345'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FE0345'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1264 ***********************************************************************
 FE1264  DESIGNATION -  OLIVER
 FE1264  PID         -  FE1264
 FE1264  STATE/COUNTY-  TN/SHELBY
 FE1264  USGS QUAD   -  EADS (1983)
 FE1264
 FE1264                         *CURRENT SURVEY CONTROL
 FE1264  ___________________________________________________________________
 FE1264* NAD 83(1995)-  35 13 24.55336(N)    089 44 09.80262(W)     ADJUSTED  
 FE1264* NAVD 88     -       123.221  (meters)     404.27   (feet)  ADJUSTED  
 FE1264  ___________________________________________________________________
 FE1264  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FE1264  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1264  DYNAMIC HT  -         123.110 (meters)     403.90  (feet)  COMP
 FE1264  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 FE1264
 FE1264  HORZ ORDER  -  SECOND
 FE1264  VERT ORDER  -  SECOND    CLASS 0
 FE1264
 FE1264.The horizontal coordinates were established by classical geodetic methods
 FE1264.and adjusted by the National Geodetic Survey in April 1999..
 FE1264
 FE1264.The orthometric height was determined by differential leveling
 FE1264.and adjusted by the National Geodetic Survey in June 1991..
 FE1264
 FE1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1264
 FE1264.The geoid height was determined by GEOID03.
 FE1264
 FE1264.The dynamic height is computed by dividing the NAVD 88
 FE1264.geopotential number by the normal gravity value computed on the
 FE1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1264.degrees latitude (g = 980.6199 gals.).
 FE1264
 FE1264.The modeled gravity was interpolated from observed gravity values.
 FE1264
 FE1264;                    North         East     Units Scale Factor Converg.
 FE1264;SPC TN       -   105,254.401   259,953.145   MT  1.00000478   -2 11 14.0
 FE1264;SPC TN       -   345,322.15    852,862.94   sFT  1.00000478   -2 11 14.0
 FE1264;UTM  16      - 3,901,258.247   250,979.135   MT  1.00036430   -1 34 44.0
 FE1264
 FE1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1264!SPC TN       -   0.99998496  x   1.00000478  =   0.99998974
 FE1264!UTM  16      -   0.99998496  x   1.00036430  =   1.00034925
 FE1264
 FE1264|---------------------------------------------------------------------|
 FE1264| PID    Reference Object                     Distance      Geod. Az  |
 FE1264|                                                           dddmmss.s |
 FE1264| FE1265 OLIVER RM 1                          29.565 METERS 16046     |
 FE1264| CG4749 OLIVER AZ MK                                       1792134.3 |
 FE1264| FE1263 OLIVER RM 2                          30.196 METERS 26521     |
 FE1264| FE2549 BRUNSWICK LOT                       APPROX. 3.0 KM 3084101.0 |
 FE1264|---------------------------------------------------------------------|
 FE1264
 FE1264                          SUPERSEDED SURVEY CONTROL
 FE1264
 FE1264  NAD 83(1995)-  35 13 24.55841(N)    089 44 09.80413(W) AD(       ) 2
 FE1264  NAD 83(1995)-  35 13 24.55913(N)    089 44 09.80422(W) AD(       ) 2
 FE1264  NAD 83(1986)-  35 13 24.56480(N)    089 44 09.80313(W) AD(       ) 2
 FE1264  NAD 27      -  35 13 24.24810(N)    089 44 09.50510(W) AD(       ) 2
 FE1264  NGVD 29 (??/??/??)  123.208  (m)          404.22   (f) ADJUSTED    2 0
 FE1264
 FE1264.Superseded values are not recommended for survey control.
 FE1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1264.See file dsdata.txt to determine how the superseded data were derived.
 FE1264
 FE1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5097901258(NAD 83)
 FE1264_MARKER: DS = TRIANGULATION STATION DISK
 FE1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1264_STAMPING: OLIVER 1958
 FE1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1264+STABILITY: SURFACE MOTION
 FE1264
 FE1264  HISTORY     - Date     Condition        Report By
 FE1264  HISTORY     - 1958     MONUMENTED       CGS
 FE1264  HISTORY     - 1958     GOOD             CGS
 FE1264  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1264
 FE1264                          STATION DESCRIPTION
 FE1264
 FE1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1264'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES SOUTHWEST OF ARLINGTON
 FE1264'AND ABOUT 3 MILES NORTHWEST OF EADS, ON LAND OWNED BY MR. C.E.
 FE1264'STEELE.
 FE1264'
 FE1264'THE STATION IS A STANDARD DISK STAMPED OLIVER 1958 SET IN TOP OF A
 FE1264'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE1264'GROUND. IT IS 15 FEET WEST-NORTHWEST OF THE CENTER OF A ROAD, 10 FEET
 FE1264'NORTH-NORTHEAST OF A FENCE CORNER AND 6 FEET WEST-NORTHWEST OF A
 FE1264'FENCE LINE.
 FE1264'
 FE1264'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OLIVER NO 1 1958
 FE1264'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1264'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 12 FEET EAST-SOUTHEAST OF THE
 FE1264'CENTER OF A ROAD IN A FENCE LINE.
 FE1264'
 FE1264'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OLIVER NO 2 1958
 FE1264'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1264'ABOUT 1 INCH ABOVE THE GROUND.  IT IS 115 FEET WEST-NORTHWEST OF THE
 FE1264'CENTER OF A ROAD AND 18 INCHES NORTH-NORTHEAST OF A FENCE LINE.
 FE1264'
 FE1264'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OLIVER 1958 SET IN TOP OF
 FE1264'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FE1264'INCHES ABOVE THE GROUND. IT IS 81 FEET SOUTH OF THE CENTER OF A
 FE1264'T-ROAD, 12 FEET EAST-SOUTHEAST OF THE CENTER OF A ROAD AND 18
 FE1264'INCHES WEST OF A POWER LINE POLE NUMBER 70897.
 FE1264'
 FE1264'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE DIRT
 FE1264'ROAD FOR 0.2 MILE TO POWER LINE POLE NUMBER 70897 ON THE LEFT SIDE
 FE1264'AND THE AZIMUTH MARK.
 FE1264'
 FE1264'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION OF
 FE1264'SHELBY DR. WITH US HIGHWAY 70 IN ARLINGTON, GO SOUTHWEST ON US
 FE1264'HIGHWAY 70 FOR 5.7 MILES, TURN LEFT OFF THE HIGHWAY ONTO CANADA ROAD
 FE1264'AND GO SOUTH FOR 2.3 MILES, TURN RIGHT AND FOLLOW THE DIRT SIDE
 FE1264'ROAD SOUTHWESTERLY FOR 0.25 MILE TO A FENCE CORNER ON THE RIGHT AND
 FE1264'THE STATION.
 FE1264
 FE1264                          STATION RECOVERY (1958)
 FE1264
 FE1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1264'9.4 MI E FROM BARTLETT.
 FE1264'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1264'BARTLETT, 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES NORTH
 FE1264'ALONG BRUNSWICK RD., THENCE 1.4 MILES EAST ALONG THE DAVIS
 FE1264'PLANTATION, THENCE 1 MILE NORTHEAST ACROSS COUNTRY, 15 FT.
 FE1264'WEST-NORTHWEST OF THE CENTER OF A ROAD, 10 FT. NORTH-NORTHEAST
 FE1264'OF A FENCE CORNER AND 6 FT. WEST-NORTHWEST OF A FENCE LINE., A C
 FE1264'AND GS DISK SET IN THE TOP OF A 10-INCH CONCRETE POST WHICH IS
 FE1264'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1264
 FE1264                          STATION RECOVERY (1992)
 FE1264
 FE1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1265 ***********************************************************************
 FE1265  DESIGNATION -  OLIVER RM 1
 FE1265  PID         -  FE1265
 FE1265  STATE/COUNTY-  TN/SHELBY
 FE1265  USGS QUAD   -  EADS (1983)
 FE1265
 FE1265                         *CURRENT SURVEY CONTROL
 FE1265  ___________________________________________________________________
 FE1265* NAD 83(1986)-  35 13 24.     (N)    089 44 09.     (W)     SCALED    
 FE1265* NAVD 88     -       123.507  (meters)     405.21   (feet)  ADJUSTED  
 FE1265  ___________________________________________________________________
 FE1265  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1265  DYNAMIC HT  -         123.395 (meters)     404.84  (feet)  COMP
 FE1265  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 FE1265
 FE1265  VERT ORDER  -  SECOND    CLASS 0
 FE1265
 FE1265.The horizontal coordinates were scaled from a topographic map and have
 FE1265.an estimated accuracy of +/- 6 seconds.
 FE1265
 FE1265.The orthometric height was determined by differential leveling
 FE1265.and adjusted by the National Geodetic Survey in June 1991..
 FE1265
 FE1265.The geoid height was determined by GEOID03.
 FE1265
 FE1265.The dynamic height is computed by dividing the NAVD 88
 FE1265.geopotential number by the normal gravity value computed on the
 FE1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1265.degrees latitude (g = 980.6199 gals.).
 FE1265
 FE1265.The modeled gravity was interpolated from observed gravity values.
 FE1265
 FE1265;                    North         East    Units  Estimated Accuracy
 FE1265;SPC TN       -   105,240.      259,970.      MT  (+/- 180 meters Scaled)
 FE1265
 FE1265                          SUPERSEDED SURVEY CONTROL
 FE1265
 FE1265  NGVD 29 (??/??/??)  123.494  (m)          405.16   (f) ADJUSTED    2 0
 FE1265
 FE1265.Superseded values are not recommended for survey control.
 FE1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1265.See file dsdata.txt to determine how the superseded data were derived.
 FE1265
 FE1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE509012(NAD 83)
 FE1265_MARKER: DR = REFERENCE MARK DISK
 FE1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1265_STAMPING: OLIVER NO 1 1958
 FE1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1265+STABILITY: SURFACE MOTION
 FE1265
 FE1265  HISTORY     - Date     Condition        Report By
 FE1265  HISTORY     - 1958     MONUMENTED       CGS
 FE1265  HISTORY     - 1958     GOOD             CGS
 FE1265  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1265
 FE1265                          STATION DESCRIPTION
 FE1265
 FE1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1265'9.4 MI E FROM BARTLETT.
 FE1265'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1265'BARTLETT, 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES NORTH
 FE1265'ALONG BRUNSWICK RD., THENCE 1.4 MILES EAST ALONG THE DAVIS
 FE1265'PLANTATION RD., THENCE 1 MILE NORTHEAST ACROSS COUNTRY, 12 FT.
 FE1265'EAST-SOUTHEAST OF THE CENTER OF A ROAD IN A FENCE LINE, A C AND
 FE1265'GS REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH CONCRETE POST
 FE1265'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE1265
 FE1265                          STATION RECOVERY (1992)
 FE1265
 FE1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1265'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1263 ***********************************************************************
 FE1263  DESIGNATION -  OLIVER RM 2
 FE1263  PID         -  FE1263
 FE1263  STATE/COUNTY-  TN/SHELBY
 FE1263  USGS QUAD   -  EADS (1983)
 FE1263
 FE1263                         *CURRENT SURVEY CONTROL
 FE1263  ___________________________________________________________________
 FE1263* NAD 83(1986)-  35 13 24.     (N)    089 44 08.     (W)     SCALED    
 FE1263* NAVD 88     -       123.692  (meters)     405.81   (feet)  ADJUSTED  
 FE1263  ___________________________________________________________________
 FE1263  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1263  DYNAMIC HT  -         123.580 (meters)     405.45  (feet)  COMP
 FE1263  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 FE1263
 FE1263  VERT ORDER  -  SECOND    CLASS 0
 FE1263
 FE1263.The horizontal coordinates were scaled from a topographic map and have
 FE1263.an estimated accuracy of +/- 6 seconds.
 FE1263
 FE1263.The orthometric height was determined by differential leveling
 FE1263.and adjusted by the National Geodetic Survey in June 1991..
 FE1263
 FE1263.The geoid height was determined by GEOID03.
 FE1263
 FE1263.The dynamic height is computed by dividing the NAVD 88
 FE1263.geopotential number by the normal gravity value computed on the
 FE1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1263.degrees latitude (g = 980.6199 gals.).
 FE1263
 FE1263.The modeled gravity was interpolated from observed gravity values.
 FE1263
 FE1263;                    North         East    Units  Estimated Accuracy
 FE1263;SPC TN       -   105,240.      260,000.      MT  (+/- 180 meters Scaled)
 FE1263
 FE1263                          SUPERSEDED SURVEY CONTROL
 FE1263
 FE1263  NGVD 29 (??/??/??)  123.679  (m)          405.77   (f) ADJUSTED    2 0
 FE1263
 FE1263.Superseded values are not recommended for survey control.
 FE1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1263.See file dsdata.txt to determine how the superseded data were derived.
 FE1263
 FE1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE510012(NAD 83)
 FE1263_MARKER: DR = REFERENCE MARK DISK
 FE1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1263_STAMPING: OLIVER NO 2 1958
 FE1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1263+STABILITY: SURFACE MOTION
 FE1263
 FE1263  HISTORY     - Date     Condition        Report By
 FE1263  HISTORY     - 1958     MONUMENTED       CGS
 FE1263  HISTORY     - 1958     GOOD             CGS
 FE1263  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1263
 FE1263                          STATION DESCRIPTION
 FE1263
 FE1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1263'9.4 MI E FROM BARTLETT.
 FE1263'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1263'BARTLETT, THENCE 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES
 FE1263'NORTH ALONG BRUNSWICK RD., THENCE 1.4 MILES EAST ALONG THE DAVIS
 FE1263'PLANTATION RD., THENCE 1 MILE NORTHEAST ACROSS COUNTRY, 115 FT.
 FE1263'WEST-NORTHWEST OF THE CENTER OF A ROAD AND 18 INCHES
 FE1263'NORTH-NORTHEAST OF A FENCE LINE, A C AND GS REFERENCE MARK DISK
 FE1263'SET IN THE TOP OF A 10 INCH CONCRETE POST WHICH PROJECTS 1 INCH
 FE1263'ABOVE THE SURFACE OF THE GROUND.
 FE1263
 FE1263                          STATION RECOVERY (1992)
 FE1263
 FE1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1263'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2623 ***********************************************************************
 GB2623  DESIGNATION -  ONEIDA
 GB2623  PID         -  GB2623
 GB2623  STATE/COUNTY-  TN/SCOTT
 GB2623  USGS QUAD   -  ONEIDA NORTH (1979)
 GB2623
 GB2623                         *CURRENT SURVEY CONTROL
 GB2623  ___________________________________________________________________
 GB2623* NAD 83(1995)-  36 30 17.40464(N)    084 30 47.13510(W)     ADJUSTED  
 GB2623* NAVD 88     -       461.0    (meters)    1512.     (feet)  VERTCON   
 GB2623  ___________________________________________________________________
 GB2623  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GB2623  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB2623
 GB2623  HORZ ORDER  -  SECOND
 GB2623
 GB2623.The horizontal coordinates were established by classical geodetic methods
 GB2623.and adjusted by the National Geodetic Survey in April 1999..
 GB2623
 GB2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2623
 GB2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2623
 GB2623.The geoid height was determined by GEOID03.
 GB2623
 GB2623;                    North         East     Units Scale Factor Converg.
 GB2623;SPC TN       -   241,944.427   733,202.462   MT  1.00001683   +0 52 13.8
 GB2623;SPC TN       -   793,779.34  2,405,515.08   sFT  1.00001683   +0 52 13.8
 GB2623;UTM  16      - 4,042,820.866   722,722.377   MT  1.00021120   +1 28 48.2
 GB2623
 GB2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2623!SPC TN       -   0.99993219  x   1.00001683  =   0.99994902
 GB2623!UTM  16      -   0.99993219  x   1.00021120  =   1.00014338
 GB2623
 GB2623|---------------------------------------------------------------------|
 GB2623| PID    Reference Object                     Distance      Geod. Az  |
 GB2623|                                                           dddmmss.s |
 GB2623| DC2883 ONEIDA RM 1                          22.693 METERS 24104     |
 GB2623| DC2884 ONEIDA RM 2                          19.048 METERS 35018     |
 GB2623|---------------------------------------------------------------------|
 GB2623
 GB2623                          SUPERSEDED SURVEY CONTROL
 GB2623
 GB2623  NAD 83(1995)-  36 30 17.40540(N)    084 30 47.13496(W) AD(       ) 2
 GB2623  NAD 83(1995)-  36 30 17.41363(N)    084 30 47.13870(W) AD(       ) 2
 GB2623  NAD 83(1986)-  36 30 17.41403(N)    084 30 47.13708(W) AD(       ) 2
 GB2623  NAD 27      -  36 30 17.13090(N)    084 30 47.35790(W) AD(       ) 2
 GB2623  NGVD 29 (07/19/86)  461.1    (m)         1513.     (f) VERT ANG       
 GB2623
 GB2623.Superseded values are not recommended for survey control.
 GB2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2623.See file dsdata.txt to determine how the superseded data were derived.
 GB2623
 GB2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2272242821(NAD 83)
 GB2623_MARKER: DD = SURVEY DISK
 GB2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2623
 GB2623  HISTORY     - Date     Condition        Report By
 GB2623  HISTORY     - 1966     MONUMENTED       TNHD
 GB2623  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2623
 GB2623                          STATION DESCRIPTION
 GB2623
 GB2623'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2623'THE STATION IS LOCATED ON THE CAMPUS OF ONEIDA HIGH SCHOOL IN ONEIDA.
 GB2623'
 GB2623'TO REACH THE STATION FROM THE POST OFFICE IN ONEIDA, GO 0.1 MILE EAST
 GB2623'ON SECOND STREET TO THE INTERSECTION OF NORTH MAIN STREET, TURN LEFT,
 GB2623'NORTH, AND GO 0.3 MILE ON NORTH MAIN STREET TO THE STATION ON THE
 GB2623'RIGHT.
 GB2623'
 GB2623'THE STATION IS 26 FEET EAST OF A 4-INCH TWIN-TRUNKED TREE AND 25 FEET
 GB2623'WEST OF A 24-INCH OAK TREE.  THE SURFACE AND UNDERGROUND MARKS
 GB2623'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB2623'STAMPED ONEIDA 1966.  THE UNDERGROUND MARK IS ABOUT 30
 GB2623'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A
 GB2623'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2623'
 GB2623'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE APPROXIMATE CENTER OF
 GB2623'NORTH MAIN STREET AND 4 FEET NORTHWEST OF A 4-INCH TREE.  IT IS A
 GB2623'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2623'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2623'ONEIDA RM-1 1966.
 GB2623'
 GB2623'REFERENCE MARK NO. 2 IS 79 FEET SOUTH OF A WATER TANK AND 65 FEET
 GB2623'EAST OF A WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2623'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2623'MONUMENT AND THE DISK IS STAMPED ONEIDA RM-2 1966.
 GB2623'
 GB2623'THE ONEIDA TELEVISION RELAY MAST WILL SERVE AS THE AZIMUTH MARK.  IT
 GB2623'IS A 3-LEGGED, GUYED, STEEL STRUCTURE, WITH OVERALL HEIGHT OF
 GB2623'ABOUT 200 FEET AND IS PAINTED ALTERNATELY RED AND WHITE.  THE
 GB2623'FLASHING RED LIGHT AT THE TOP WAS THE POINT OBSERVED.
 GB2623'
 GB2623'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ONEIDA, GO
 GB2623'NORTHERLY ON U.S. HIGHWAY 27 FOR 1.4 MILES TO A GRAVELED ROAD ON
 GB2623'THE LEFT, TURN LEFT, WEST, AND GO 0.3 MILE ON THE GRAVELED ROAD TO
 GB2623'THE MAST AT THE TOP OF A HILL.
 GB2623'
 GB2623'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GB2623'
 GB2623'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GB2623
 GB2623                          STATION RECOVERY (1980)
 GB2623
 GB2623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2623'THE SITE HAS BEEN GRADED AND NOTHING WAS FOUND.  ALL THE MARKS ARE
 GB2623'THOUGHT TO HAVE BEEN DESTROYED BY THE GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1845 ***********************************************************************
 FC1845  DESIGNATION -  OOLTEWAH
 FC1845  PID         -  FC1845
 FC1845  STATE/COUNTY-  TN/HAMILTON
 FC1845  USGS QUAD   -  OOLTEWAH (1976)
 FC1845
 FC1845                         *CURRENT SURVEY CONTROL
 FC1845  ___________________________________________________________________
 FC1845* NAD 83(1995)-  35 05 04.50056(N)    085 04 04.94650(W)     ADJUSTED  
 FC1845* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 FC1845  ___________________________________________________________________
 FC1845  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FC1845  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1845
 FC1845  HORZ ORDER  -  THIRD
 FC1845
 FC1845.The horizontal coordinates were established by classical geodetic methods
 FC1845.and adjusted by the National Geodetic Survey in April 1999..
 FC1845
 FC1845.The orthometric height was scaled from a topographic map.
 FC1845
 FC1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1845
 FC1845.The geoid height was determined by GEOID03.
 FC1845
 FC1845;                    North         East     Units Scale Factor Converg.
 FC1845;SPC TN       -    83,757.011   684,990.766   MT  1.00003331   +0 32 44.2
 FC1845;SPC TN       -   274,792.79  2,247,340.54   sFT  1.00003331   +0 32 44.2
 FC1845;UTM  16      - 3,884,130.250   676,124.296   MT  0.99998231   +1 06 38.7
 FC1845
 FC1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1845!SPC TN       -   0.99996767  x   1.00003331  =   1.00000098
 FC1845!UTM  16      -   0.99996767  x   0.99998231  =   0.99994998
 FC1845
 FC1845:                Primary Azimuth Mark                     Grid Az
 FC1845:SPC TN       -  BUNCOMBE                                 028 41 26.3
 FC1845:UTM  16      -  BUNCOMBE                                 028 07 31.8
 FC1845
 FC1845|---------------------------------------------------------------------|
 FC1845| PID    Reference Object                     Distance      Geod. Az  |
 FC1845|                                                           dddmmss.s |
 FC1845| FC1841 BUNCOMBE                            APPROX. 8.2 KM 0291410.5 |
 FC1845| CG6238 OOLTEWAH RM 2                        16.779 METERS 09530     |
 FC1845| FC1228 OOLTEWAH 2                           41.930 METERS 25815     |
 FC1845| CG6236 OOLTEWAH AZ MK                                     2672236.0 |
 FC1845| CG6237 OOLTEWAH RM 1                        23.662 METERS 32109     |
 FC1845|---------------------------------------------------------------------|
 FC1845
 FC1845                          SUPERSEDED SURVEY CONTROL
 FC1845
 FC1845  NAD 83(1995)-  35 05 04.50170(N)    085 04 04.94726(W) AD(       ) 3
 FC1845  NAD 83(1995)-  35 05 04.50089(N)    085 04 04.94917(W) AD(       ) 3
 FC1845  NAD 83(1995)-  35 05 04.50140(N)    085 04 04.94753(W) AD(       ) 3
 FC1845  NAD 83(1986)-  35 05 04.50192(N)    085 04 04.94639(W) AD(       ) 3
 FC1845  NAD 27      -  35 05 04.23700(N)    085 04 05.12300(W) AD(       ) 3
 FC1845
 FC1845.Superseded values are not recommended for survey control.
 FC1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1845.See file dsdata.txt to determine how the superseded data were derived.
 FC1845
 FC1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7612484130(NAD 83)
 FC1845_MARKER: DS = TRIANGULATION STATION DISK
 FC1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1845
 FC1845  HISTORY     - Date     Condition        Report By
 FC1845  HISTORY     - 1934     MONUMENTED       CGS
 FC1845  HISTORY     - 1949     POOR             TVA
 FC1845  HISTORY     - 1975     GOOD             NGS
 FC1845
 FC1845                          STATION DESCRIPTION
 FC1845
 FC1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1845'ABOUT 3/4 MILE NORTH-NORTHWEST OF OOLTEWAH, ON RIGHT-OF-WAY OF AND 28
 FC1845'FEET SOUTH OF CENTER LINE OF U.S. ROUTE 11, 0.55 MILE WEST OF SIDE
 FC1845'ROAD LEADING TO OOLTEWAH, 200 YARDS EAST OF CONCRETE BRIDGE OVER
 FC1845'WOOLFE-TEEVER CREEK, AND 2 FEET NORTH OF RIGHT-OF-WAY FENCE
 FC1845'LINE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1845'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE
 FC1845'DISKS IN CONCRETE. NO. 1 IS ON NORTH SIDE OF AND DIAGONALLY
 FC1845'ACROSS ROAD FROM STATION AND 77.63 FEET FROM STATION N 38 DEG 51 MIN W
 FC1845'NO. 2 IS ON RIGHT-OF-WAY OF AND 28 FEET SOUTH OF
 FC1845'CENTER LINE OF HIGHWAY AND 55.05 FEET FROM STATION N 95 DEG 29 MIN E.
 FC1845'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 123.35
 FC1845'FEET. AZIMUTH MARK IS STANDARD REFERENCE DISK IN TOP OF EAST END OF
 FC1845'SOUTH RAILING OF CONCRETE BRIDGE OVER WOOLFE-TEEVER CREEK AND
 FC1845'ABOUT 200 YARDS (0.2 MILE BY ROAD) FROM STATION S 87 DEG 22 MIN W.
 FC1845'BEARING FROM STATION TO SOUTHERN RAILWAY, SEMAPHORE
 FC1845'SIGNAL POST, DISTANT 0.5 MILE, IS S 06 DEG 53 MIN W.
 FC1845
 FC1845                          STATION RECOVERY (1949)
 FC1845
 FC1845'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WPM)
 FC1845'STATION MARK IS IN POOR CONDITION. NORTH SIDE OF POST COMPLETELY
 FC1845'EXPOSED. SHOULD BE RESET AT AN EARLY DATE BEFORE IT IS DISTURBED
 FC1845'FURTHER BY ROAD GRADING AND BANK EROSION. MARK IS STAMPED OOLTEWAH.
 FC1845'RMS 1 AND 2 AND AZ. MK. RECOVERED IN GOOD CONDITION.
 FC1845
 FC1845                          STATION RECOVERY (1975)
 FC1845
 FC1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1845'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE FOUND AS DESCRIBED
 FC1845'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FC1845'NOT FOUND.  IT IS ASSUMED TO HAVE BEEN DESTROYED BY ROAD WORK
 FC1845'IN THE AREA.  THERE WAS NO OBJECT VISIBLE FROM WHICH A NEW
 FC1845'AZIMUTH MARK COULD BE SET AT THIS TIME.  THE DESCRIPTION IS GOOD
 FC1845'WITH THE FOLLOWING--
 FC1845'
 FC1845'REFERENCE MARK 3 IS 1 FOOT WEST OF A METAL WITNESS POST.
 FC1845'
 FC1845'REFERENCE MARK 4 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 FC1845'
 FC1845'THE STATION IS 0.3 MILE WEST ALONG A FRONTAGE ROAD FROM AN
 FC1845'EXXON SERVICE STATION WHICH IS 0.4 MILE EAST OF THE INTERCHANGE OF
 FC1845'I 75 AND U.S. HIGHWAY 11.
 FC1845'
 FC1845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1845'AT WEST EDGE OF OOLTEWAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1228 ***********************************************************************
 FC1228  DESIGNATION -  OOLTEWAH 2
 FC1228  PID         -  FC1228
 FC1228  STATE/COUNTY-  TN/HAMILTON
 FC1228  USGS QUAD   -  OOLTEWAH (1976)
 FC1228
 FC1228                         *CURRENT SURVEY CONTROL
 FC1228  ___________________________________________________________________
 FC1228* NAD 83(1995)-  35 05 04.22357(N)    085 04 06.56708(W)     ADJUSTED  
 FC1228* NAVD 88     -       234.468  (meters)     769.25   (feet)  ADJUSTED  
 FC1228  ___________________________________________________________________
 FC1228  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FC1228  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1228  DYNAMIC HT  -         234.233 (meters)     768.48  (feet)  COMP
 FC1228  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1228
 FC1228  HORZ ORDER  -  SECOND
 FC1228  VERT ORDER  -  FIRST     CLASS II
 FC1228
 FC1228.The horizontal coordinates were established by classical geodetic methods
 FC1228.and adjusted by the National Geodetic Survey in April 1999..
 FC1228
 FC1228.The orthometric height was determined by differential leveling
 FC1228.and adjusted by the National Geodetic Survey in June 1991..
 FC1228
 FC1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1228
 FC1228.The geoid height was determined by GEOID03.
 FC1228
 FC1228.The dynamic height is computed by dividing the NAVD 88
 FC1228.geopotential number by the normal gravity value computed on the
 FC1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1228.degrees latitude (g = 980.6199 gals.).
 FC1228
 FC1228.The modeled gravity was interpolated from observed gravity values.
 FC1228
 FC1228;                    North         East     Units Scale Factor Converg.
 FC1228;SPC TN       -    83,748.085   684,949.795   MT  1.00003333   +0 32 43.2
 FC1228;SPC TN       -   274,763.51  2,247,206.12   sFT  1.00003333   +0 32 43.2
 FC1228;UTM  16      - 3,884,120.920   676,083.418   MT  0.99998213   +1 06 37.7
 FC1228
 FC1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1228!SPC TN       -   0.99996791  x   1.00003333  =   1.00000124
 FC1228!UTM  16      -   0.99996791  x   0.99998213  =   0.99995004
 FC1228
 FC1228:                Primary Azimuth Mark                     Grid Az
 FC1228:SPC TN       -  BUNCOMBE PK PLANTATION PL TWR            028 56 04.1
 FC1228:UTM  16      -  BUNCOMBE PK PLANTATION PL TWR            028 22 09.6
 FC1228
 FC1228|---------------------------------------------------------------------|
 FC1228| PID    Reference Object                     Distance      Geod. Az  |
 FC1228|                                                           dddmmss.s |
 FC1228| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX. 8.3 KM 0292847.3 |
 FC1228| CG6237 OOLTEWAH RM 1                        37.582 METERS 04413     |
 FC1228| FC1845 OOLTEWAH                             41.930 METERS 07815     |
 FC1228| FC1227 OOLTEWAH 2 RM 3                      29.330 METERS 08017     |
 FC1228| CG6238 OOLTEWAH RM 2                        58.378 METERS 08313     |
 FC1228| CG6239 OOLTEWAH 2 AZ MK                                   0874557.8 |
 FC1228| CG6236 OOLTEWAH AZ MK                                     2683532.9 |
 FC1228| FC1229 OOLTEWAH 2 RM 4                      21.805 METERS 28907     |
 FC1228|---------------------------------------------------------------------|
 FC1228
 FC1228                          SUPERSEDED SURVEY CONTROL
 FC1228
 FC1228  NAD 83(1995)-  35 05 04.22471(N)    085 04 06.56783(W) AD(       ) 2
 FC1228  NAD 83(1995)-  35 05 04.22390(N)    085 04 06.56975(W) AD(       ) 2
 FC1228  NAD 83(1995)-  35 05 04.22441(N)    085 04 06.56811(W) AD(       ) 2
 FC1228  NAD 83(1986)-  35 05 04.22498(N)    085 04 06.56670(W) AD(       ) 2
 FC1228  NAD 27      -  35 05 03.96000(N)    085 04 06.74400(W) AD(       ) 2
 FC1228  NGVD 29 (07/19/86)  234.6    (m)          770.     (f) VERT ANG       
 FC1228
 FC1228.Superseded values are not recommended for survey control.
 FC1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1228.See file dsdata.txt to determine how the superseded data were derived.
 FC1228
 FC1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7608384121(NAD 83)
 FC1228_MARKER: DS = TRIANGULATION STATION DISK
 FC1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1228_STAMPING: OOLTEWAH 2 1949
 FC1228_MARK LOGO: CGS   
 FC1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1228+STABILITY: SURFACE MOTION
 FC1228
 FC1228  HISTORY     - Date     Condition        Report By
 FC1228  HISTORY     - 1949     MONUMENTED       CGS
 FC1228  HISTORY     - 1961     GOOD             CGS
 FC1228  HISTORY     - 1962     GOOD             NGS
 FC1228  HISTORY     - 1972     GOOD             LOCENG
 FC1228  HISTORY     - 1983     GOOD             NGS
 FC1228
 FC1228                          STATION DESCRIPTION
 FC1228
 FC1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WPM)
 FC1228'THE MARK (OLD U.S.C. AND G.S. DISK IN CONCRETE POST) WAS ABOUT TO BE
 FC1228'DESTROYED BY BANK EROSION SO WAS RESET. SURFACE AND UNDERGROUND
 FC1228'MARKS WERE RESET (WEIGH 300 LBS). IT IS NOW ON PROPERTY OF MR.
 FC1228'HUNDLEY, 66 FEET S OF CENTER LINE OF LEE HIGHWAY, 43 FEET S. 28
 FC1228'DEG E. FROM POWER POLE OW 2254, 1 FOOT W OF N-S FENCE LINE, 140 FEET
 FC1228'W OF HIGH POINT OF KNOLL, 35 FEET S OF FENCE CORNER, 137.5 FEET
 FC1228'S. 80 DEG W. FROM OLD STATION, AND SET FLUSH WITH GROUND. MARK IS
 FC1228'STAMPED OOLETWAH 1934 RESET 1949.
 FC1228'
 FC1228'RM 1 IS 123.30 FEET N. 44 DEG E. FROM STATION. RM 2 IS 191.53 FEET N.
 FC1228'83 DEG E. FROM STATION. SAME REFERENCE MARKS SET FOR OLD STATION,
 FC1228'USED FOR RESET MARK. BEARINGS SHOULD BE CORRECTED TO REFERENCE MARKS
 FC1228'AFTER AZIMUTH IS COMPUTED FROM NOTES.
 FC1228'
 FC1228'NOTE- AZIMUTH MARK FOR ORIGINAL STATION WAS USED FOR OOLTEWAH 2.
 FC1228'AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION.
 FC1228
 FC1228                          STATION RECOVERY (1961)
 FC1228
 FC1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1228'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE
 FC1228'MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FC1228'DESTROYED BY ROAD CONSTRUCTION. REFERENCE MARK NO. 3, REFERENCE MARK
 FC1228'NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 FC1228'
 FC1228'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1228'
 FC1228'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A FENCED PASTURE
 FC1228'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 11 ON PROPERTY OF MR. HOWARD
 FC1228'HUNDLEY, ABOUT 0.75 MILE WEST OF OOLTEWAH.
 FC1228'
 FC1228'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND THE
 FC1228'OOLTEWAH-GEORGETOWN ROAD JUST NORTH OF OOLTEWAH, GO WEST ON U.S.
 FC1228'HIGHWAY 11 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST AFTER
 FC1228'PASSING SNOW HILL ROAD ON THE RIGHT.  HERE CONTINUE WEST ON U.S.
 FC1228'HIGHWAY 11 FOR 0.25 MILE TO THE STATION ON THE LEFT IN A FENCE CORNER.
 FC1228'
 FC1228'THE STATION IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST
 FC1228'BOUND LANE OF TRAFFIC OF U.S. HIGHWAY 11, 44 FEET SOUTHEAST OF
 FC1228'POWERLINE POLE NO. OW2254, 8 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 FC1228'MARKER, 4 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 3.0
 FC1228'FEET SOUTH OF A METAL WITNESS POST, AND 2.6 FEET SOUTH OF THE CORNER
 FC1228'POST AT THE NORTHEAST CORNER OF A FENCE. IT IS A STANDARD DISK
 FC1228'SET IN A SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 FC1228'OOLTEWAH 2 1949.
 FC1228'
 FC1228'REFERENCE MARK NO. 3 IS ON THE HIGHWAY RIGHT-OF-WAY, 96 FEET EAST OF
 FC1228'A FENCE CORNER POST AND 43 FEET SOUTH OF THE APPROXIMATE
 FC1228'CENTER OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 11. IT IS A
 FC1228'STANDARD DISK SET IN A SQUARE, FLUSH, CONCRETE MONUMENT, AND THE
 FC1228'
 FC1228'REFERENCE MARK NO. 4 IS ON THE HIGHWAY RIGHT-OF-WAY, 50 FEET
 FC1228'SOUTHWEST OF POWERLINE POLE NO. OW2254, 48 FEET SOUTH OF THE
 FC1228'APPROXIMATE CENTER OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 11,
 FC1228'AND 15 FEET NORTH OF AN EAST-WEST FENCE. IT IS A STANDARD DISK SET
 FC1228'IN A SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 FC1228'OOLTEWAH 2 NO 4 1949.
 FC1228'
 FC1228'THE AZIMUTH MARK IS 79 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FC1228'EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 11, 54 FEET SOUTH OF THE
 FC1228'APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 11
 FC1228'AND 2 FEET WEST OF THE EAST END OF A CONCRETE CULVERT HEADWALL. IT
 FC1228'IS A STANDARD DISK, CEMENTED FLUSH IN A DRILL HOLE IN THE SOUTH
 FC1228'HEADWALL OF A CONCRETE CULVERT, AND THE DISK IS STAMPED OOLTEWAH
 FC1228'2 1949 RESET 1961.
 FC1228'
 FC1228'HEIGHT OF LIGHT ABOVE STATION MARK 3.43 METERS.
 FC1228
 FC1228                          STATION RECOVERY (1962)
 FC1228
 FC1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1228'0.6 MI W FROM OOLTEWAH.
 FC1228'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND THE OOLTEWAH-GEORGETOWN
 FC1228'ROAD JUST NORTH OF OOLTEWAH, GO WEST ON U.S. HIGHWAY 11 FOR 0.6
 FC1228'MILE TO A POINT WHERE THE EAST AND WEST BOUND TRAFFIC LANES
 FC1228'ARE ABOUT 70 YARDS APART AND THE MARK AT A FENCE CORNER ON THE
 FC1228'SOUTH SIDE OF THE HIGHWAY, 96.3 FEET WEST OF R.M. NO. 3, 71.6 FEET
 FC1228'EAST OF R.M. NO. 4, 66.3 FEET SOUTH OF THE APPROXIMATE CENTER
 FC1228'OF THE EAST BOUND TRAFFIC LANE, 44.2 FEET SOUTHEAST OF POWERLINE
 FC1228'POLE NUMBER OW2254, 8 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 FC1228'MARKER, 4 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 3.0 FEET
 FC1228'SOUTH OF A METAL WITNESS POST, AND 2.6 FEET SOUTH OF A FENCE
 FC1228'CORNER POST.  A STANDARD TRIANGULATION STATION DISK SET IN THE
 FC1228'TOP OF A CONCRETE POST, FLUSH, AND ABOUT 5 FEET ABOVE THE LEVEL
 FC1228'OF THE ROAD.
 FC1228
 FC1228                          STATION RECOVERY (1972)
 FC1228
 FC1228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1228'RECOVERED BY ERVIN AND FINLEY.
 FC1228'
 FC1228'GOOD CONDITION
 FC1228
 FC1228                          STATION RECOVERY (1983)
 FC1228
 FC1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1227 ***********************************************************************
 FC1227  DESIGNATION -  OOLTEWAH 2 RM 3
 FC1227  PID         -  FC1227
 FC1227  STATE/COUNTY-  TN/HAMILTON
 FC1227  USGS QUAD   -  OOLTEWAH (1976)
 FC1227
 FC1227                         *CURRENT SURVEY CONTROL
 FC1227  ___________________________________________________________________
 FC1227* NAD 83(1986)-  35 05 05.     (N)    085 04 07.     (W)     SCALED    
 FC1227* NAVD 88     -       235.777  (meters)     773.54   (feet)  ADJUSTED  
 FC1227  ___________________________________________________________________
 FC1227  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1227  DYNAMIC HT  -         235.541 (meters)     772.77  (feet)  COMP
 FC1227  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 FC1227
 FC1227  VERT ORDER  -  FIRST     CLASS II
 FC1227
 FC1227.The horizontal coordinates were scaled from a topographic map and have
 FC1227.an estimated accuracy of +/- 6 seconds.
 FC1227
 FC1227.The orthometric height was determined by differential leveling
 FC1227.and adjusted by the National Geodetic Survey in June 1991..
 FC1227
 FC1227.The geoid height was determined by GEOID03.
 FC1227
 FC1227.The dynamic height is computed by dividing the NAVD 88
 FC1227.geopotential number by the normal gravity value computed on the
 FC1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1227.degrees latitude (g = 980.6199 gals.).
 FC1227
 FC1227.The modeled gravity was interpolated from observed gravity values.
 FC1227
 FC1227;                    North         East    Units  Estimated Accuracy
 FC1227;SPC TN       -    83,770.      684,940.      MT  (+/- 180 meters Scaled)
 FC1227
 FC1227                          SUPERSEDED SURVEY CONTROL
 FC1227
 FC1227.No superseded survey control is available for this station.
 FC1227
 FC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD760841(NAD 83)
 FC1227_MARKER: DR = REFERENCE MARK DISK
 FC1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1227_STAMPING: OOLTEWAH 2 NO 3 1949
 FC1227_MARK LOGO: CGS   
 FC1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1227+STABILITY: SURFACE MOTION
 FC1227
 FC1227  HISTORY     - Date     Condition        Report By
 FC1227  HISTORY     - 1949     MONUMENTED       CGS
 FC1227  HISTORY     - 1962     GOOD             NGS
 FC1227  HISTORY     - 1983     GOOD             NGS
 FC1227
 FC1227                          STATION DESCRIPTION
 FC1227
 FC1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1227'0.6 MI W FROM OOLTEWAH.
 FC1227'THIS MARK IS LOCATED AT THE OOLTEWAH 2 1949 STATION SITE, 163
 FC1227'FEET EAST OF R.M. NO. 4, 116 FEET SOUTHEAST OF POWERLINE POLE
 FC1227'NUMBER OW2254, 96.3 FEET EAST OF THE STATION MARK, 95.4 FEET
 FC1227'EAST OF A FENCE CORNER POST, AND 43 FEET SOUTH OF THE APPROXIMATE
 FC1227'CENTER OF THE EAST BOUND TRAFFIC LANE.  A STANDARD REFERENCE
 FC1227'MARK DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT
 FC1227'5 FEET ABOVE THE LEVEL OF THE ROAD.
 FC1227
 FC1227                          STATION RECOVERY (1983)
 FC1227
 FC1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1229 ***********************************************************************
 FC1229  DESIGNATION -  OOLTEWAH 2 RM 4
 FC1229  PID         -  FC1229
 FC1229  STATE/COUNTY-  TN/HAMILTON
 FC1229  USGS QUAD   -  OOLTEWAH (1976)
 FC1229
 FC1229                         *CURRENT SURVEY CONTROL
 FC1229  ___________________________________________________________________
 FC1229* NAD 83(1986)-  35 05 05.     (N)    085 04 07.     (W)     SCALED    
 FC1229* NAVD 88     -       233.823  (meters)     767.13   (feet)  ADJUSTED  
 FC1229  ___________________________________________________________________
 FC1229  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1229  DYNAMIC HT  -         233.589 (meters)     766.37  (feet)  COMP
 FC1229  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 FC1229
 FC1229  VERT ORDER  -  FIRST     CLASS II
 FC1229
 FC1229.The horizontal coordinates were scaled from a topographic map and have
 FC1229.an estimated accuracy of +/- 6 seconds.
 FC1229
 FC1229.The orthometric height was determined by differential leveling
 FC1229.and adjusted by the National Geodetic Survey in June 1991..
 FC1229
 FC1229.The geoid height was determined by GEOID03.
 FC1229
 FC1229.The dynamic height is computed by dividing the NAVD 88
 FC1229.geopotential number by the normal gravity value computed on the
 FC1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1229.degrees latitude (g = 980.6199 gals.).
 FC1229
 FC1229.The modeled gravity was interpolated from observed gravity values.
 FC1229
 FC1229;                    North         East    Units  Estimated Accuracy
 FC1229;SPC TN       -    83,770.      684,940.      MT  (+/- 180 meters Scaled)
 FC1229
 FC1229                          SUPERSEDED SURVEY CONTROL
 FC1229
 FC1229.No superseded survey control is available for this station.
 FC1229
 FC1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD760841(NAD 83)
 FC1229_MARKER: DR = REFERENCE MARK DISK
 FC1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1229_STAMPING: OOLTEWAH 2 NO 4 1949
 FC1229_MARK LOGO: CGS   
 FC1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1229+STABILITY: SURFACE MOTION
 FC1229
 FC1229  HISTORY     - Date     Condition        Report By
 FC1229  HISTORY     - 1949     MONUMENTED       CGS
 FC1229  HISTORY     - 1962     GOOD             NGS
 FC1229  HISTORY     - 1983     GOOD             NGS
 FC1229
 FC1229                          STATION DESCRIPTION
 FC1229
 FC1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1229'0.6 MI W FROM OOLTEWAH.
 FC1229'THIS MARK IS LOCATED AT THE OOLTEWAH 2 1949 STATION SITE, 163
 FC1229'FEET WEST OF R.M. NO. 3, 71.6 FEET WEST OF THE STATION MARK, 50
 FC1229'FEET SOUTHWEST OF POWERLINE POLE NUMBER OW2254, 48.3 FEET SOUTH
 FC1229'OF THE APPROXIMATE CENTER OF THE EAST BOUND TRAFFIC LANE, AND 15
 FC1229'FEET NORTH OF AN EAST-WEST FENCE.  A STANDARD REFERENCE MARK DISK
 FC1229'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT 5 FEET ABOVE
 FC1229'THE LEVEL OF THE ROAD.
 FC1229
 FC1229                          STATION RECOVERY (1983)
 FC1229
 FC1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2630 ***********************************************************************
 FE2630  DESIGNATION -  OPPOSSUM
 FE2630  PID         -  FE2630
 FE2630  STATE/COUNTY-  TN/LAUDERDALE
 FE2630  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2630
 FE2630                         *CURRENT SURVEY CONTROL
 FE2630  ___________________________________________________________________
 FE2630* NAD 83(1995)-  35 42 32.24659(N)    089 33 24.13453(W)     ADJUSTED  
 FE2630* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 FE2630  ___________________________________________________________________
 FE2630  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FE2630  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE2630
 FE2630  HORZ ORDER  -  THIRD
 FE2630
 FE2630.The horizontal coordinates were established by classical geodetic methods
 FE2630.and adjusted by the National Geodetic Survey in April 1999..
 FE2630
 FE2630.The orthometric height was scaled from a topographic map.
 FE2630
 FE2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2630
 FE2630.The geoid height was determined by GEOID03.
 FE2630
 FE2630;                    North         East     Units Scale Factor Converg.
 FE2630;SPC TN       -   158,471.620   278,226.966   MT  0.99995077   -2 04 56.0
 FE2630;SPC TN       -   519,918.97    912,816.30   sFT  0.99995077   -2 04 56.0
 FE2630;UTM  16      - 3,954,681.602   268,701.974   MT  1.00025930   -1 29 34.5
 FE2630
 FE2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2630!SPC TN       -   0.99998282  x   0.99995077  =   0.99993359
 FE2630!UTM  16      -   0.99998282  x   1.00025930  =   1.00024211
 FE2630
 FE2630|---------------------------------------------------------------------|
 FE2630| PID    Reference Object                     Distance      Geod. Az  |
 FE2630|                                                           dddmmss.s |
 FE2630| CG4752 OPPOSSUM RM 2                        35.582 METERS 00228     |
 FE2630| FE2633 RIPLEY RAD STA WTRB MAST            APPROX. 2.6 KM 0293009.2 |
 FE2630| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 4.8 KM 0321236.7 |
 FE2630| FE2631 RIPLEY FED COMP WHSE E TANK         APPROX. 2.7 KM 0325744.5 |
 FE2630| CG4751 OPPOSSUM RM 1                        26.438 METERS 09159     |
 FE2630| CG4750 OPPOSSUM AZ MK                                     1792233.0 |
 FE2630| FE2629 HENNING MUNICIPAL TANK              APPROX. 4.1 KM 2032842.9 |
 FE2630|---------------------------------------------------------------------|
 FE2630
 FE2630                          SUPERSEDED SURVEY CONTROL
 FE2630
 FE2630  NAD 83(1995)-  35 42 32.25311(N)    089 33 24.13536(W) AD(       ) 3
 FE2630  NAD 83(1986)-  35 42 32.25777(N)    089 33 24.13518(W) AD(       ) 3
 FE2630  NAD 27      -  35 42 31.97540(N)    089 33 23.86230(W) AD(       ) 3
 FE2630
 FE2630.Superseded values are not recommended for survey control.
 FE2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2630.See file dsdata.txt to determine how the superseded data were derived.
 FE2630
 FE2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6870254682(NAD 83)
 FE2630_MARKER: DS = TRIANGULATION STATION DISK
 FE2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2630
 FE2630  HISTORY     - Date     Condition        Report By
 FE2630  HISTORY     - 1958     MONUMENTED       CGS
 FE2630
 FE2630                          STATION DESCRIPTION
 FE2630
 FE2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2630'THE STATION IS ABOUT 3 MILES SOUTHWEST OF THE TOWN OF RIPLEY, 3 MILES
 FE2630'NORTH OF THE TOWN OF HENNING, AND 1/4 MILE WEST OF U.S. HIGHWAY 51.
 FE2630'THE STATION IS ON A PROMINENT EAST-WEST RIDGE ON LAND OWNED BY MR.
 FE2630'JOHN HUNTER. IT IS 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2630'HOUSE, 18 FEET EAST OF THE FARM ROAD, AND 9 FEET SOUTHEAST OF A WHITE
 FE2630'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2630'OPPOSSUM 1958.
 FE2630'
 FE2630'TO REACH THE STATION FROM THE LAUDERDALE COURTHOUSE IN THE SQUARE IN
 FE2630'RIPLEY, GO SOUTH ON U.S. HIGHWAY 51 FOR 2.9 MILES TO A GRAVEL
 FE2630'CROSSROAD*. TURN RIGHT, WEST, ON A GRAVEL ROAD FOR 0.2 MILE TO A
 FE2630'DRIVEWAY ON THE LEFT. TURN LEFT, SOUTH, ON THE DRIVEWAY FOR ABOUT
 FE2630'300 FEET TO A FRAME HOUSE AND STATION AS DESCRIBED.
 FE2630'
 FE2630'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON U.S.
 FE2630'HIGHWAY 51 FOR 0.45 MILE TO MONUMENT ON EAST SIDE OF HIGHWAY BY THE
 FE2630'HIGHWAY RIGHT-OF-WAY FENCE.
 FE2630'
 FE2630'REFERENCE MARK 1 IS 104 FEET EAST OF THE FARM ROAD AND 1 FOOT SOUTH
 FE2630'OF FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2630'OPPOSSUM NO 1 1958.
 FE2630'
 FE2630'REFERENCE MARK 2 IS 4 FEET NORTHEAST OF POWER LINE POLE, 51 FEET
 FE2630'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 13 FEET EAST OF
 FE2630'CENTER LINE OF DRIVEWAY, AND 1 FOOT WEST OF FENCE. THE MONUMENT IS
 FE2630'FLUSH AND THE DISK IS STAMPED OPPOSSUM NO 2 1958.
 FE2630'
 FE2630'THE AZIMUTH MARK IS 46 FEET EAST OF U.S. HIGHWAY 51, 1 FOOT WEST OF
 FE2630'HIGHWAY RIGHT-OF-WAY FENCE, 21 FEET NORTHEAST OF 12 INCH LOCUST
 FE2630'TREE, AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MONUMENT PROJECTS
 FE2630'2 INCHES AND THE DISK IS STAMPED OPPOSSUM 1958.
 FE2630'
 FE2630'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2403 ***********************************************************************
 GC2403  DESIGNATION -  ORLINDA
 GC2403  PID         -  GC2403
 GC2403  STATE/COUNTY-  TN/ROBERTSON
 GC2403  USGS QUAD   -  ORLINDA (1980)
 GC2403
 GC2403                         *CURRENT SURVEY CONTROL
 GC2403  ___________________________________________________________________
 GC2403* NAD 83(1995)-  36 35 55.72519(N)    086 42 42.16246(W)     ADJUSTED  
 GC2403* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 GC2403  ___________________________________________________________________
 GC2403  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GC2403  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GC2403
 GC2403  HORZ ORDER  -  THIRD
 GC2403
 GC2403.The horizontal coordinates were established by classical geodetic methods
 GC2403.and adjusted by the National Geodetic Survey in April 1999..
 GC2403
 GC2403.The orthometric height was scaled from a topographic map.
 GC2403
 GC2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2403
 GC2403.The geoid height was determined by GEOID03.
 GC2403
 GC2403;                    North         East     Units Scale Factor Converg.
 GC2403;SPC TN       -   251,593.038   536,316.251   MT  1.00003738   -0 24 60.0
 GC2403;SPC TN       -   825,434.83  1,759,564.23   sFT  1.00003738   -0 24 60.0
 GC2403;SPC KY1Z     - 1,029,909.124 1,413,937.307   MT  1.00015111   -0 35 25.6
 GC2403;SPC KY1Z     - 3,378,960.18  4,638,892.65   sFT  1.00015111   -0 35 25.6
 GC2403;SPC KY S     -   529,899.367   413,947.938   MT  1.00002714   -0 34 59.7
 GC2403;SPC KY S     - 1,738,511.51  1,358,094.19   sFT  1.00002714   -0 34 59.7
 GC2403;UTM  16      - 4,050,407.524   525,784.915   MT  0.99960819   +0 10 18.8
 GC2403
 GC2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2403!SPC TN       -   0.99996954  x   1.00003738  =   1.00000692
 GC2403!SPC KY1Z     -   0.99996954  x   1.00015111  =   1.00012065
 GC2403!SPC KY S     -   0.99996954  x   1.00002714  =   0.99999668
 GC2403!UTM  16      -   0.99996954  x   0.99960819  =   0.99957774
 GC2403
 GC2403:                Primary Azimuth Mark                     Grid Az
 GC2403:SPC TN       -  ORLINDA AZ MK                            069 34 02.6
 GC2403:SPC KY1Z     -  ORLINDA AZ MK                            069 44 28.2
 GC2403:SPC KY S     -  ORLINDA AZ MK                            069 44 02.3
 GC2403:UTM  16      -  ORLINDA AZ MK                            068 58 43.8
 GC2403
 GC2403|---------------------------------------------------------------------|
 GC2403| PID    Reference Object                     Distance      Geod. Az  |
 GC2403|                                                           dddmmss.s |
 GC2403| CG6244 ORLINDA AZ MK                                      0690902.6 |
 GC2403| CG6245 ORLINDA RM 1                         26.929 METERS 17241     |
 GC2403| CG6246 ORLINDA RM 2                         27.649 METERS 25933     |
 GC2403|---------------------------------------------------------------------|
 GC2403
 GC2403                          SUPERSEDED SURVEY CONTROL
 GC2403
 GC2403  NAD 83(1995)-  36 35 55.72551(N)    086 42 42.16250(W) AD(       ) 3
 GC2403  NAD 83(1995)-  36 35 55.73290(N)    086 42 42.16639(W) AD(       ) 3
 GC2403  NAD 83(1986)-  36 35 55.73451(N)    086 42 42.16570(W) AD(       ) 3
 GC2403  NAD 27      -  36 35 55.58700(N)    086 42 42.17600(W) AD(       ) 3
 GC2403
 GC2403.Superseded values are not recommended for survey control.
 GC2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2403.See file dsdata.txt to determine how the superseded data were derived.
 GC2403
 GC2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2578550408(NAD 83)
 GC2403_MARKER: DS = TRIANGULATION STATION DISK
 GC2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2403
 GC2403  HISTORY     - Date     Condition        Report By
 GC2403  HISTORY     - 1951     MONUMENTED       CGS
 GC2403
 GC2403                          STATION DESCRIPTION
 GC2403
 GC2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2403'STATION IS LOCATED ON THE GROUNDS OF THE ORLINDA ELEMENTARY SCHOOL IN
 GC2403'THE EAST EDGE OF ORLINDA, WHICH IS ABOUT 12 MILES SOUTHWEST OF
 GC2403'FRANKLIN, KENTUCKY.  IT IS 112 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC2403'OF SCHOOL BUILDING, 54 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GC2403'52 AND 37 FEET WEST OF THE CENTER OF SCHOOL DRIVEWAY.  THE MARK IS
 GC2403'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ORLINDA 1951.
 GC2403'
 GC2403'REFERENCE MARK NO. 1 IS 75 FEET WEST OF THE NORTHWEST CORNER OF
 GC2403'SCHOOL BUILDING AND 48 FEET SOUTHWEST OF A 16-INCH MAPLE TREE.
 GC2403'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ORLINDA NO.
 GC2403'1 1951.
 GC2403'
 GC2403'REFERENCE MARK NO. 2 IS 43 FEET SOUTH OF THE CENTER OF HIGHWAY AND 19
 GC2403'FEET SOUTHEAST OF A 12-INCH MAPLE TREE.  THE MARK IS FLUSH WITH THE
 GC2403'GROUND AND THE DISK IS STAMPED ORLINDA NO. 2 1951.
 GC2403'
 GC2403'AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF HIGHWAY 52 AND 2 FEET
 GC2403'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GC2403'AND THE DISK IS STAMPED ORLINDA 1951.
 GC2403'
 GC2403'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 52 FOR 0.3
 GC2403'MILE TO THE MARK ON LEFT AS DESCRIBED.
 GC2403'
 GC2403'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1830 ***********************************************************************
 FC1830  DESIGNATION -  ORMSBY
 FC1830  PID         -  FC1830
 FC1830  STATE/COUNTY-  TN/VAN BUREN
 FC1830  USGS QUAD   -  SAMPSON (1974)
 FC1830
 FC1830                         *CURRENT SURVEY CONTROL
 FC1830  ___________________________________________________________________
 FC1830* NAD 83(1995)-  35 41 28.51524(N)    085 18 21.10571(W)     ADJUSTED  
 FC1830* NAVD 88     -       568.     (meters)    1864.     (feet)  SCALED    
 FC1830  ___________________________________________________________________
 FC1830  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FC1830  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FC1830
 FC1830  HORZ ORDER  -  THIRD
 FC1830
 FC1830.The horizontal coordinates were established by classical geodetic methods
 FC1830.and adjusted by the National Geodetic Survey in April 1999..
 FC1830
 FC1830.The orthometric height was scaled from a topographic map.
 FC1830
 FC1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1830
 FC1830.The geoid height was determined by GEOID03.
 FC1830
 FC1830;                    North         East     Units Scale Factor Converg.
 FC1830;SPC TN       -   150,882.728   662,825.445   MT  0.99995149   +0 24 23.0
 FC1830;SPC TN       -   495,021.08  2,174,619.81   sFT  0.99995149   +0 24 23.0
 FC1830;UTM  16      - 3,951,027.306   653,288.697   MT  0.99988956   +0 59 18.9
 FC1830
 FC1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1830!SPC TN       -   0.99991537  x   0.99995149  =   0.99986686
 FC1830!UTM  16      -   0.99991537  x   0.99988956  =   0.99980494
 FC1830
 FC1830|---------------------------------------------------------------------|
 FC1830| PID    Reference Object                     Distance      Geod. Az  |
 FC1830|                                                           dddmmss.s |
 FC1830| CG6248 ORMSBY RM 1                         107.491 METERS 17611     |
 FC1830| CG6249 ORMSBY RM 2                          82.811 METERS 24413     |
 FC1830| CG6247 ORMSBY AZ MK                                       2941847.8 |
 FC1830|---------------------------------------------------------------------|
 FC1830
 FC1830                          SUPERSEDED SURVEY CONTROL
 FC1830
 FC1830  NAD 83(1995)-  35 41 28.51697(N)    085 18 21.10688(W) AD(       ) 3
 FC1830  NAD 83(1986)-  35 41 28.52346(N)    085 18 21.10540(W) AD(       ) 3
 FC1830  NAD 27      -  35 41 28.27900(N)    085 18 21.22800(W) AD(       ) 3
 FC1830
 FC1830.Superseded values are not recommended for survey control.
 FC1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1830.See file dsdata.txt to determine how the superseded data were derived.
 FC1830
 FC1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5328951027(NAD 83)
 FC1830_MARKER: DD = SURVEY DISK
 FC1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1830
 FC1830  HISTORY     - Date     Condition        Report By
 FC1830  HISTORY     - 1934     MONUMENTED       CGS
 FC1830  HISTORY     - 1953     GOOD             USGS
 FC1830  HISTORY     - 1967     GOOD             CGS
 FC1830  HISTORY     - 1974     GOOD             TVA
 FC1830
 FC1830                          STATION DESCRIPTION
 FC1830
 FC1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1830'ABOUT 10.75 MILES EAST-SOUTHEAST OF SPENCER, 8 MILES NORTHWEST OF
 FC1830'PIKEVILLE, ON CLEARED KNOLL, AND ON PROPERTY OF LEE ORMSBY. TO
 FC1830'REACH FROM COURTHOUSE IN SPENCER, FOLLOW STATE ROUTE 30 EAST 12.5
 FC1830'MILES TO GREEN-AND-WHITE HOUSE (LEE ORMSBYS HOME) AND STORE
 FC1830'ON LEFT AND STATION SITE. STATION IS ON WESTERLY END OF LOW RIDGE
 FC1830'RUNNING EAST AND WEST, ABOUT 200 YARDS EAST OF LEE ORMSBYS
 FC1830'HOUSE, 200 YARDS EAST OF POINT WHERE ROUTE 30 CROSSES VAN
 FC1830'BUREN-BLEDSOE COUNTY LINE, 100 YARDS NORTH OF ROUTE 30, AND 50
 FC1830'FEET SOUTH OF HIGHEST POINT OF RIDGE. SURFACE AND UNDERGROUND
 FC1830'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1830'UPPER MARK IS 1 FOOT BELOW SURFACE OF GROUND.  REFERENCE
 FC1830'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FC1830'NO. 1, PROJECTING 8 INCHES ABOVE GROUND, IS 100 FEET WEST OF
 FC1830'POINT WHERE DIRT ROAD FORKS TO SOUTH, 26.6 FEET NORTH OF CENTER LINE
 FC1830'OF ROUTE 30, 2 FEET INSIDE PICKET FENCELINE, AND 45 FEET
 FC1830'BELOW AND 352.66 FEET FROM STATION S 03 DEG 49 MIN E.
 FC1830'NO.  2 IS ON NORTHWEST EDGE OF GROVE OF 6-INCH WHITE OAKS, ABOUT
 FC1830'20 FEET ABOVE AND ABOUT 50 FEET NORTH OF CENTERLINE OF ROUTE
 FC1830'30, AND 30 FEET BELOW AND 271.69 FEET FROM STATION S 64 DEG 13 MIN W.
 FC1830'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 FC1830'355.90 FEET (SLOPE DISTANCE). AZIMUTH MARK IS 100 FEET EAST OF DIRT
 FC1830'T-ROAD LEADING SOUTH, 28 FEET SOUTH OF CENTER LINE OF
 FC1830'HIGHWAY, 2.5 FEET OUTSIDE FENCE LINE, AND APPROXIMATELY 1.0 MILE FROM
 FC1830'STATION N 65 DEG 41 MIN W.
 FC1830
 FC1830                          STATION RECOVERY (1953)
 FC1830
 FC1830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FC1830'STATION FOUND IN GOOD CONDITION. PROPERTY NOW OWNED BY FRED SIMMONS.
 FC1830
 FC1830                          STATION RECOVERY (1967)
 FC1830
 FC1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1830'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FC1830'CONDITION.
 FC1830'
 FC1830'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 FC1830'
 FC1830'THE STATION IS LOCATED IN OPEN PASTURE LAND ATOP A CLEARED KNOLL ON
 FC1830'THE PROPERTY OF MR. FRED SIMMONS, ABOUT 10.75 MILES
 FC1830'EAST-SOUTHEAST OF SPENCER, 8 MILES NORTHWEST OF PIKEVILLE, 1.1 MILES
 FC1830'SOUTHEAST OF THE ENTRANCE INTO FALLS CREEK STATE PARK, AND
 FC1830'ABOUT 200 YARDS EAST OF A POINT WHERE STATE ROUTE 30 CROSSES THE VAN
 FC1830'BUREN-BLEDSOE COUNTY LINE.
 FC1830'
 FC1830'TO REACH THE STATION FROM THE JUCTION OF STATE ROUTES 30 AND 111 AT
 FC1830'THE SOUTHEAST CORNER OF THE VAN BUREN COUNTY COURTHOUSE
 FC1830'SQUARE IN SPENCER, GO EAST-SOUTHEASTERLY ON STATE ROUTE 30 FOR 11.7
 FC1830'MILES TO THE ENTRANCE INTO FALLS CREEK STATE PARK AND THE
 FC1830'AZIMUTH MARK ON THE RIGHT. CONTINUE EAST-SOUTHEASTERLY
 FC1830'ON STATE ROUTE 30 FOR 1.15 MILES TO THE FARM HOME OF MR.
 FC1830'RAYMOND BLANKENSHIP ON THE RIGHT, AND THE STATION ON THE LEFT ABOUT
 FC1830'100 YARDS AT TOP OF CLEARED KNOL.
 FC1830'
 FC1830'THE STATION IS ABOUT 100 YARDS NORTH OF THE APPROXIMATE CENTER OF
 FC1830'STATE ROUTE 30, 168 FEET EAST OF A PASTURE FENCE AT AN 8-INCH
 FC1830'BLACK LOCUST TREE, 126 FEET SOUTH OF A PASTURE FENCE AT AN 8-INCH
 FC1830'VIRGINIA PINE TREE, AND ABOUT 50 FEET SOUTH OF THE HIGHEST
 FC1830'POINT OF THE KNOLL. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC1830'12-INCH, ROUND, CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE
 FC1830'SURFACE OF THE GROUND AND THE DISK IS STAMPED ORMSBY 1934.
 FC1830'
 FC1830'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE KNOLL, 27 FEET
 FC1830'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 30, 13 FEET
 FC1830'EAST OF A 24-INCH BLACK LOCUST TREE, 4.5 FEET WEST OF A 20-INCH BLACK
 FC1830'LOCUST TREE, 1.5 FEET SOUTH OF A WOVEN WIRE FENCE, AND 0.8 OF
 FC1830'A FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 FC1830'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FC1830'PROJECTS 3 INCHES AND THE DISK IS STAMPED ORMSBY NO 1 1934.
 FC1830'
 FC1830'REFERENCE MARK NO. 2 IS ON THE WEST-SOUTHWEST SLOPE OF THE KNOLL, 75
 FC1830'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 30, 65 FEET
 FC1830'SOUTH OF THE CENTER OF A WOODEN GATE, 43 FEET NORTH OF A T FENCE
 FC1830'CORNER POST, 43 FEET EAST OF AN 18-INCH RED OAK, 37 FEET NORTH
 FC1830'OF A 16-INCH VIRGINIA PINE, 15 FEET NORTH OF UTILITY POLE NO. SVEC
 FC1830'49, AND 14 FEET EAST OF A FENCE. IT IS A STANDARD DISK SET IN
 FC1830'THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC1830'IS STAMPED ORMSBY NO 2 1934.
 FC1830'
 FC1830'THE AZIMUTH MARK IS ABOUT 1.1 MILES NORTHWEST OF THE STATION ALONG
 FC1830'THE RIGHT-OF-WAY OF STATE ROUTE 30, 127 FEET SOUTHEAST OF
 FC1830'THE APPROXIMATE CENTER OF COUNTY ROUTE R5180 AT SIGN ENTRANCE FALLS
 FC1830'CREEK STATE PARK 2, 24 FEET SOUTH-SOUTHWEST OF THE
 FC1830'APPROXIMATE CENTER OF STATE ROUTE 30, 2.5 FEET NORTH-NORTHEAST OF A
 FC1830'FENCE, AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 FC1830'SIGN. IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC1830'12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1830'STAMPED ORMSBY AZI 1934.
 FC1830'
 FC1830'THE 1934 DESCRIPTION LISTS THE FOLLOWING DISTANCE MEASUREMENTS
 FC1830'BETWEEN MARKS. IT WAS POSSIBLE ONLY TO GET ROUGH CHECKS AT
 FC1830'THE TIME OF THIS RECOVERY.
 FC1830'
 FC1830'STATION TO REFERENCE MARK NO. 1 352.66 FEET.
 FC1830'
 FC1830'STATION TO REFERENCE MARK NO. 2 271.69 FEET.
 FC1830'
 FC1830'REFERENCE MARK NO. 1 TO
 FC1830'
 FC1830'REFERENCE MARK NO. 2 355.90 FEET (SLOPE).
 FC1830'
 FC1830'NOTE- THIS WAS NOT AN OCCUPIED STATION.
 FC1830'
 FC1830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 8 MILES
 FC1830'NORTHWEST OF PIKEVILLE.
 FC1830
 FC1830                          STATION RECOVERY (1974)
 FC1830
 FC1830'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (TW)
 FC1830'ORMSBY 1934 REPORTED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2014 ***********************************************************************
 FC2014  DESIGNATION -  ORNL
 FC2014  PID         -  FC2014
 FC2014  STATE/COUNTY-  TN/ROANE
 FC2014  USGS QUAD   -  BETHEL VALLEY (1989)
 FC2014
 FC2014                         *CURRENT SURVEY CONTROL
 FC2014  ___________________________________________________________________
 FC2014* NAD 83(1995)-  35 56 11.28951(N)    084 22 24.88092(W)     ADJUSTED  
 FC2014* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 FC2014  ___________________________________________________________________
 FC2014  X           -     506,908.139 (meters)                     COMP
 FC2014  Y           -  -5,145,415.572 (meters)                     COMP
 FC2014  Z           -   3,722,620.943 (meters)                     COMP
 FC2014  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 FC2014  ELLIP HEIGHT-         229.24  (meters)          (04/12/99) GPS OBS
 FC2014  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC2014
 FC2014  HORZ ORDER  -  FIRST
 FC2014  ELLP ORDER  -  FOURTH    CLASS I
 FC2014
 FC2014.The horizontal coordinates were established by GPS observations
 FC2014.and adjusted by the National Geodetic Survey in April 1999..
 FC2014
 FC2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2014
 FC2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2014
 FC2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2014
 FC2014.The ellipsoidal height was determined by GPS observations
 FC2014.and is referenced to NAD 83.
 FC2014
 FC2014.The geoid height was determined by GEOID03.
 FC2014
 FC2014;                    North         East     Units Scale Factor Converg.
 FC2014;SPC TN       -   179,085.917   746,747.636   MT  0.99994999   +0 57 07.8
 FC2014;SPC TN       -   587,551.05  2,449,954.54   sFT  0.99994999   +0 57 07.8
 FC2014;UTM  16      - 3,980,090.332   736,928.918   MT  1.00029176   +1 32 31.7
 FC2014
 FC2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2014!SPC TN       -   0.99996402  x   0.99994999  =   0.99991401
 FC2014!UTM  16      -   0.99996402  x   1.00029176  =   1.00025577
 FC2014
 FC2014                          SUPERSEDED SURVEY CONTROL
 FC2014
 FC2014  NAD 83(1995)-  35 56 11.29188(N)    084 22 24.88552(W) AD(       ) 1
 FC2014  ELLIP H (10/22/93)  229.17   (m)                       GP(       ) 4 1
 FC2014  NGVD 29 (10/22/93)  259.8    (m)          852.     (f) GPS OBS        
 FC2014
 FC2014.Superseded values are not recommended for survey control.
 FC2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2014.See file dsdata.txt to determine how the superseded data were derived.
 FC2014
 FC2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3692980090(NAD 83)
 FC2014_MARKER: A = ALUMINUM MARKER
 FC2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2014_STAMPING: ORNL 1993
 FC2014_MARK LOGO: NOS   
 FC2014_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FC2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2014+STABILITY: SURFACE MOTION
 FC2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2014+SATELLITE: SATELLITE OBSERVATIONS - 1993
 FC2014
 FC2014  HISTORY     - Date     Condition        Report By
 FC2014  HISTORY     - 1993     MONUMENTED       NOS
 FC2014
 FC2014                          STATION DESCRIPTION
 FC2014
 FC2014'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 FC2014'THE STATION IS LOCATED 25 MI (40.2 KM) WEST OF KNOXVILLE, 8 MI
 FC2014'(12.9 KM) SOUTHWEST OF OAKRIDGE, 9 MI (14.5 KM) EAST OF HARRIMAN, 8
 FC2014'MI (12.9 KM) NW OF THE JUNCTION OF INTERSTATE HIGHWAY 40 AND 75, 1 MI
 FC2014'(1.6 KM) SW OF THE JUNCTION OF STATE HIGHWAY 95 AND 58, IN A GRASSY
 FC2014'AREA ALONG THE OUTSIDE CURVE OF STATE HIGHWAY 327.
 FC2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND
 FC2014'INTERSTAE 40(EXIT 364), PROCEED NORTH ALONG STATE HIGHWAY 95 FOR 6.8
 FC2014'MI (10.9 KM) TO THE JUNCTION OF STATE HIGHWAY 58.  TURN LEFT
 FC2014'(SOUTHWESTERLY) ON STATE HIGHWAY 58 FOR 1.0 MI (1.6 KM) TO T JUNCTION
 FC2014'OF STATE HIGHWAY 327. PROCEED NORTH FOR 0.3 MI (0.5 KM) ON 327 TO A
 FC2014'GRAVELED AREA AND STATION ALONG OUTSIDE OF THE CURVE WITH TANGENTS
 FC2014'LEADING NORTHWEST AND SOUTHWEST, 0.1 MI (0.2 KM) NORTHEAST OF THE
 FC2014'SOUTHWEST END OF CURVE.
 FC2014'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---ORNL 1993---
 FC2014'ATTACHED TO A 42 IN ALUMINUM ROD AND SURROUNDED BY A MASS OF CONCRETE
 FC2014'FLUSH WITH THE SLOPING GROUND.  IT IS 31.2 M (102.4 FT) WEST OF A
 FC2014'WOOD PLP WITH 3 GUY WIRES AND POWER LINES LEADING SW,NW AND NE, 15.9
 FC2014'WEST OF A LONE 14 IN DIAMETER TREE IN THE CENTER OF A GRASSY AREA,
 FC2014'24.2 M (79.4 FT) SW OF THE POWER LINES LEADING NW, AND 63.8 M
 FC2014'(209.3 FT) SSW OF THE CENTER OF A YELLOW PIPE GATE ACROSS THE GRAVEL
 FC2014'DRIVE LEADING NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0799 ***********************************************************************
 FC0799  DESIGNATION -  OTTER
 FC0799  PID         -  FC0799
 FC0799  STATE/COUNTY-  TN/CUMBERLAND
 FC0799  USGS QUAD   -  DORTON (1991)
 FC0799
 FC0799                         *CURRENT SURVEY CONTROL
 FC0799  ___________________________________________________________________
 FC0799* NAD 83(1995)-  35 56 22.24473(N)    084 55 51.11145(W)     ADJUSTED  
 FC0799* NAVD 88     -       545.367  (meters)    1789.26   (feet)  ADJUSTED  
 FC0799  ___________________________________________________________________
 FC0799  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 FC0799  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC0799  DYNAMIC HT  -         544.863 (meters)    1787.60  (feet)  COMP
 FC0799  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FC0799
 FC0799  HORZ ORDER  -  SECOND
 FC0799  VERT ORDER  -  SECOND    CLASS 0
 FC0799
 FC0799.The horizontal coordinates were established by classical geodetic methods
 FC0799.and adjusted by the National Geodetic Survey in April 1999..
 FC0799
 FC0799.The orthometric height was determined by differential leveling
 FC0799.and adjusted by the National Geodetic Survey in June 1991..
 FC0799
 FC0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0799
 FC0799.The geoid height was determined by GEOID03.
 FC0799
 FC0799.The dynamic height is computed by dividing the NAVD 88
 FC0799.geopotential number by the normal gravity value computed on the
 FC0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0799.degrees latitude (g = 980.6199 gals.).
 FC0799
 FC0799.The modeled gravity was interpolated from observed gravity values.
 FC0799
 FC0799;                    North         East     Units Scale Factor Converg.
 FC0799;SPC TN       -   178,731.069   696,464.044   MT  0.99995009   +0 37 33.3
 FC0799;SPC TN       -   586,386.85  2,284,982.45   sFT  0.99995009   +0 37 33.3
 FC0799;UTM  16      - 3,979,218.054   686,641.317   MT  1.00002925   +1 12 53.2
 FC0799
 FC0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0799!SPC TN       -   0.99991895  x   0.99995009  =   0.99986904
 FC0799!UTM  16      -   0.99991895  x   1.00002925  =   0.99994819
 FC0799
 FC0799|---------------------------------------------------------------------|
 FC0799| PID    Reference Object                     Distance      Geod. Az  |
 FC0799|                                                           dddmmss.s |
 FC0799| FC0798 OTTER RM 1                           26.112 METERS 04401     |
 FC0799| FC1826 TURNER                              APPROX. 5.4 KM 1175634.6 |
 FC0799| FC0801 OTTER AZ MK                                        1502814.1 |
 FC0799| FC0800 OTTER RM 2                           30.386 METERS 16215     |
 FC0799|---------------------------------------------------------------------|
 FC0799
 FC0799                          SUPERSEDED SURVEY CONTROL
 FC0799
 FC0799  NAD 83(1995)-  35 56 22.24963(N)    084 55 51.11185(W) AD(       ) 2
 FC0799  NAD 83(1986)-  35 56 22.25618(N)    084 55 51.11072(W) AD(       ) 2
 FC0799  NAD 27      -  35 56 22.00770(N)    084 55 51.28220(W) AD(       ) 2
 FC0799  NGVD 29 (??/??/92)  545.449  (m)         1789.53   (f) ADJ UNCH    2 0
 FC0799
 FC0799.Superseded values are not recommended for survey control.
 FC0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0799.See file dsdata.txt to determine how the superseded data were derived.
 FC0799
 FC0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8664179218(NAD 83)
 FC0799_MARKER: DE = TRAVERSE STATION DISK
 FC0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0799_STAMPING: OTTER 1960
 FC0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0799+STABILITY: SURFACE MOTION
 FC0799
 FC0799  HISTORY     - Date     Condition        Report By
 FC0799  HISTORY     - 1960     MONUMENTED       CGS
 FC0799  HISTORY     - 1960     GOOD             CGS
 FC0799
 FC0799                          STATION DESCRIPTION
 FC0799
 FC0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0799'THE STAION IS LOCATED ON THE PROPERTY OF MR. WALTER A. TURNER, ABOUT
 FC0799'5 MILES EAST OF CROSSVILLE, AND 3-1/2 MILES NORTHWEST OF CRAB
 FC0799'ORCHARD.
 FC0799'
 FC0799'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH, ON
 FC0799'THE MAIN STREET FOR 0.2 MILE TO A TRAFFIC LIGHT AND THE JUNCTION
 FC0799'OF U.S. HIGHWAY 70N AND STATE HIGHWAY 127.  TURN LEFT, AND GO
 FC0799'EASTERLY ON U.S. HIGHWAY 70N FOR 4.45 MILES TO A T-ROAD ON THE
 FC0799'LEFT, AND SIGN CUMBERLAND MOUNTAIN STONE CO.  TURN LEFT, NORTH, AND
 FC0799'GO 0.25 MILE TO A RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD FOR 0.1
 FC0799'MILE TO A FORK AND CABLE GATE.  PROCEED STRAIGHT AHEAD, PASS THROUGH
 FC0799'GATE AND GO 0.2 MILE TO A FORK.* KEEP LEFT, WEST, AND GO 0.1 MILE
 FC0799'TO THE STATION ON THE RIGHT.
 FC0799'
 FC0799'*TO REACH THE AZIMUTH MARK FROM THE FORK, KEEP RIGHT, EAST, AND GO
 FC0799'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FC0799'
 FC0799'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED OTTER 1960, SET
 FC0799'IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 16 FEET EAST OF THE
 FC0799'CENTER OF A TRACK ROAD, 16 FEET WEST OF A FENCE CORNER POST, AND 2.3
 FC0799'FEET NORTH OF A WITNESS SIGN.
 FC0799'
 FC0799'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OTTER NO 1 1960, SET
 FC0799'IN A CONCRETE MONUMENT, AND PROJECTS 1 INCH. IT IS 72 FEET NORTHEAST
 FC0799'OF A FENCE CORNER POST, 9 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 FC0799'AND JUST NORTH OF A WIRE FENCE.
 FC0799'
 FC0799'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OTTER NO 2 1960, SET
 FC0799'IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 14 FEET EAST OF A
 FC0799'20-INCH TREE, AND 10 FEET SOUTHWEST OF A TRACK ROAD.
 FC0799'
 FC0799'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OTTER 1960, SET IN A
 FC0799'CONCRETE MONUMENT, AND PROJECTS 1 INCH.  IT IS 24 FEET NORTHEAST OF A
 FC0799'WIRE FENCE, 13 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 9 FEET
 FC0799'WEST OF A 14-INCH PINE TREE, AND 1.8 FEET NORTH OF A WITNESS SIGN.
 FC0799'
 FC0799'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS
 FC0799
 FC0799                          STATION RECOVERY (1960)
 FC0799
 FC0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0799'4 MI NW FROM CRAB ORCHARD.
 FC0799'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST
 FC0799'ON A PAVED AND GRAVELED ROAD TO A SHARP CURVE, THEN 1.5 MILES
 FC0799'NORTHWEST ON INTERSTATE HIGHWAY 40, THEN ABOUT 0.2 MILE SOUTHWEST
 FC0799'ACROSS COUNTRY TO A TRACK ROAD.  THE STATION MARK IS 0.1 MILE WEST
 FC0799'OF A FORK IN THE TRACK ROAD, 16 FT. EAST OF THE CENTER OF A
 FC0799'TRACK ROAD, 16 FT. WEST OF A FENCE CORNER POST, AND 2.3 FT. NORTH
 FC0799'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FC0799'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0801 ***********************************************************************
 FC0801  DESIGNATION -  OTTER AZ MK
 FC0801  PID         -  FC0801
 FC0801  STATE/COUNTY-  TN/CUMBERLAND
 FC0801  USGS QUAD   -  DORTON (1991)
 FC0801
 FC0801                         *CURRENT SURVEY CONTROL
 FC0801  ___________________________________________________________________
 FC0801* NAD 83(1986)-  35 56 18.     (N)    084 55 49.     (W)     SCALED    
 FC0801* NAVD 88     -       546.101  (meters)    1791.67   (feet)  ADJUSTED  
 FC0801  ___________________________________________________________________
 FC0801  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC0801  DYNAMIC HT  -         545.596 (meters)    1790.01  (feet)  COMP
 FC0801  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 FC0801
 FC0801  VERT ORDER  -  SECOND    CLASS 0
 FC0801
 FC0801.The horizontal coordinates were scaled from a topographic map and have
 FC0801.an estimated accuracy of +/- 6 seconds.
 FC0801
 FC0801.The orthometric height was determined by differential leveling
 FC0801.and adjusted by the National Geodetic Survey in June 1991..
 FC0801
 FC0801.The geoid height was determined by GEOID03.
 FC0801
 FC0801.The dynamic height is computed by dividing the NAVD 88
 FC0801.geopotential number by the normal gravity value computed on the
 FC0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0801.degrees latitude (g = 980.6199 gals.).
 FC0801
 FC0801.The modeled gravity was interpolated from observed gravity values.
 FC0801
 FC0801;                    North         East    Units  Estimated Accuracy
 FC0801;SPC TN       -   178,600.      696,520.      MT  (+/- 180 meters Scaled)
 FC0801
 FC0801                          SUPERSEDED SURVEY CONTROL
 FC0801
 FC0801  NGVD 29 (??/??/92)  546.183  (m)         1791.94   (f) ADJ UNCH    2 0
 FC0801
 FC0801.Superseded values are not recommended for survey control.
 FC0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0801.See file dsdata.txt to determine how the superseded data were derived.
 FC0801
 FC0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE866790(NAD 83)
 FC0801_MARKER: DZ = AZIMUTH MARK DISK
 FC0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0801_STAMPING: OTTER 1960
 FC0801_MARK LOGO: CGS   
 FC0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0801+STABILITY: SURFACE MOTION
 FC0801
 FC0801  HISTORY     - Date     Condition        Report By
 FC0801  HISTORY     - 1960     MONUMENTED       CGS
 FC0801
 FC0801                          STATION DESCRIPTION
 FC0801
 FC0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0801'3.8 MI NW FROM CRAB ORCHARD.
 FC0801'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST ON
 FC0801'A PAVED AND GRAVELED ROAD TO A SHARP CURVE, THEN 1.35 MILES
 FC0801'NORTHWEST ON INTERSTATE HIGHWAY 40, THEN ABOUT 0.1 MILE SOUTH
 FC0801'ACROSS COUNTRY.  THE AZIMUTH MARK IS 0.05 MILE SOUTHEAST OF A
 FC0801'FORK IN THE TRACK ROAD, 24 FT. NORTHEAST OF A WIRE FENCE, 13 FT.
 FC0801'NORTHEAST OF THE CENTER OF THE TRACK ROAD, 9 FT. WEST OF A 14-INCH
 FC0801'PINE TREE, AND 1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET
 FC0801'IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0798 ***********************************************************************
 FC0798  DESIGNATION -  OTTER RM 1
 FC0798  PID         -  FC0798
 FC0798  STATE/COUNTY-  TN/CUMBERLAND
 FC0798  USGS QUAD   -  DORTON (1991)
 FC0798
 FC0798                         *CURRENT SURVEY CONTROL
 FC0798  ___________________________________________________________________
 FC0798* NAD 83(1986)-  35 56 22.     (N)    084 55 51.     (W)     SCALED    
 FC0798* NAVD 88     -       545.434  (meters)    1789.48   (feet)  ADJUSTED  
 FC0798  ___________________________________________________________________
 FC0798  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC0798  DYNAMIC HT  -         544.930 (meters)    1787.82  (feet)  COMP
 FC0798  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FC0798
 FC0798  VERT ORDER  -  SECOND    CLASS 0
 FC0798
 FC0798.The horizontal coordinates were scaled from a topographic map and have
 FC0798.an estimated accuracy of +/- 6 seconds.
 FC0798
 FC0798.The orthometric height was determined by differential leveling
 FC0798.and adjusted by the National Geodetic Survey in June 1991..
 FC0798
 FC0798.The geoid height was determined by GEOID03.
 FC0798
 FC0798.The dynamic height is computed by dividing the NAVD 88
 FC0798.geopotential number by the normal gravity value computed on the
 FC0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0798.degrees latitude (g = 980.6199 gals.).
 FC0798
 FC0798.The modeled gravity was interpolated from observed gravity values.
 FC0798
 FC0798;                    North         East    Units  Estimated Accuracy
 FC0798;SPC TN       -   178,720.      696,470.      MT  (+/- 180 meters Scaled)
 FC0798
 FC0798                          SUPERSEDED SURVEY CONTROL
 FC0798
 FC0798  NGVD 29 (??/??/92)  545.516  (m)         1789.75   (f) ADJ UNCH    2 0
 FC0798
 FC0798.Superseded values are not recommended for survey control.
 FC0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0798.See file dsdata.txt to determine how the superseded data were derived.
 FC0798
 FC0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE866792(NAD 83)
 FC0798_MARKER: DR = REFERENCE MARK DISK
 FC0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0798_STAMPING: OTTER NO 1 1960
 FC0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0798+STABILITY: SURFACE MOTION
 FC0798
 FC0798  HISTORY     - Date     Condition        Report By
 FC0798  HISTORY     - 1960     MONUMENTED       CGS
 FC0798
 FC0798                          STATION DESCRIPTION
 FC0798
 FC0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0798'4 MI NW FROM CRAB ORCHARD.
 FC0798'THIS MARK IS LOCATED AT THE OTTER 1960 STATION SITE, 85.7 FT.
 FC0798'NORTHEAST OF THE STATION MARK, 72 FT. NORTHEAST OF A FENCE CORNER
 FC0798'POST, 9 FT. NORTH OF THE CENTER OF A TRACK ROAD, AND JUST NORTH
 FC0798'OF A WIRE FENCE.  THE DISK IS SET IN A CONCRETE POST PROJECTING 1
 FC0798'INCH AND ABOUT LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0800 ***********************************************************************
 FC0800  DESIGNATION -  OTTER RM 2
 FC0800  PID         -  FC0800
 FC0800  STATE/COUNTY-  TN/CUMBERLAND
 FC0800  USGS QUAD   -  DORTON (1991)
 FC0800
 FC0800                         *CURRENT SURVEY CONTROL
 FC0800  ___________________________________________________________________
 FC0800* NAD 83(1986)-  35 56 22.     (N)    084 55 51.     (W)     SCALED    
 FC0800* NAVD 88     -       545.834  (meters)    1790.79   (feet)  ADJUSTED  
 FC0800  ___________________________________________________________________
 FC0800  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC0800  DYNAMIC HT  -         545.329 (meters)    1789.13  (feet)  COMP
 FC0800  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FC0800
 FC0800  VERT ORDER  -  SECOND    CLASS 0
 FC0800
 FC0800.The horizontal coordinates were scaled from a topographic map and have
 FC0800.an estimated accuracy of +/- 6 seconds.
 FC0800
 FC0800.The orthometric height was determined by differential leveling
 FC0800.and adjusted by the National Geodetic Survey in June 1991..
 FC0800
 FC0800.The geoid height was determined by GEOID03.
 FC0800
 FC0800.The dynamic height is computed by dividing the NAVD 88
 FC0800.geopotential number by the normal gravity value computed on the
 FC0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0800.degrees latitude (g = 980.6199 gals.).
 FC0800
 FC0800.The modeled gravity was interpolated from observed gravity values.
 FC0800
 FC0800;                    North         East    Units  Estimated Accuracy
 FC0800;SPC TN       -   178,720.      696,470.      MT  (+/- 180 meters Scaled)
 FC0800
 FC0800                          SUPERSEDED SURVEY CONTROL
 FC0800
 FC0800  NGVD 29 (??/??/92)  545.916  (m)         1791.06   (f) ADJ UNCH    2 0
 FC0800
 FC0800.Superseded values are not recommended for survey control.
 FC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0800.See file dsdata.txt to determine how the superseded data were derived.
 FC0800
 FC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE866792(NAD 83)
 FC0800_MARKER: DR = REFERENCE MARK DISK
 FC0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0800_STAMPING: OTTER NO 2 1960
 FC0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0800+STABILITY: SURFACE MOTION
 FC0800
 FC0800  HISTORY     - Date     Condition        Report By
 FC0800  HISTORY     - 1960     MONUMENTED       CGS
 FC0800
 FC0800                          STATION DESCRIPTION
 FC0800
 FC0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0800'4 MI NW FROM CRAB ORCHARD.
 FC0800'THIS MARK IS LOCATED AT THE OTTER 1960 STATION SITE, 100 FT.
 FC0800'SOUTHEAST OF THE STATION MARK, 14 FT. EAST OF A 20-INCH TREE,
 FC0800'AND 10 FT. SOUTH OF A TRACK ROAD.  THE DISK IS SET IN TOP OF A
 FC0800'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 FC0800'THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0636 ***********************************************************************
 FD0636  DESIGNATION -  OUT
 FD0636  PID         -  FD0636
 FD0636  STATE/COUNTY-  TN/MAURY
 FD0636  USGS QUAD   -  CARTERS CREEK (1982)
 FD0636
 FD0636                         *CURRENT SURVEY CONTROL
 FD0636  ___________________________________________________________________
 FD0636* NAD 83(1995)-  35 44 13.87881(N)    086 56 54.50443(W)     ADJUSTED  
 FD0636* NAVD 88     -       233.450  (meters)     765.91   (feet)  ADJUSTED  
 FD0636  ___________________________________________________________________
 FD0636  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FD0636  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0636  DYNAMIC HT  -         233.244 (meters)     765.23  (feet)  COMP
 FD0636  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0636
 FD0636  HORZ ORDER  -  SECOND
 FD0636  VERT ORDER  -  SECOND    CLASS 0
 FD0636
 FD0636.The horizontal coordinates were established by classical geodetic methods
 FD0636.and adjusted by the National Geodetic Survey in April 1999..
 FD0636
 FD0636.The orthometric height was determined by differential leveling
 FD0636.and adjusted by the National Geodetic Survey in June 1991..
 FD0636
 FD0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0636
 FD0636.The geoid height was determined by GEOID03.
 FD0636
 FD0636.The dynamic height is computed by dividing the NAVD 88
 FD0636.geopotential number by the normal gravity value computed on the
 FD0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0636.degrees latitude (g = 980.6199 gals.).
 FD0636
 FD0636.The modeled gravity was interpolated from observed gravity values.
 FD0636
 FD0636;                    North         East     Units Scale Factor Converg.
 FD0636;SPC TN       -   156,172.001   514,204.942   MT  0.99994982   -0 33 19.0
 FD0636;SPC TN       -   512,374.31  1,687,020.71   sFT  0.99994982   -0 33 19.0
 FD0636;UTM  16      - 3,954,800.686   504,659.325   MT  0.99960027   +0 01 48.3
 FD0636
 FD0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0636!SPC TN       -   0.99996779  x   0.99994982  =   0.99991761
 FD0636!UTM  16      -   0.99996779  x   0.99960027  =   0.99956807
 FD0636
 FD0636|---------------------------------------------------------------------|
 FD0636| PID    Reference Object                     Distance      Geod. Az  |
 FD0636|                                                           dddmmss.s |
 FD0636| CG6251 OUT RM 1                             18.082 METERS 05113     |
 FD0636| CG6252 OUT RM 2                             21.116 METERS 22818     |
 FD0636| FD0634 OUT AZ MK                                          2370331.4 |
 FD0636|---------------------------------------------------------------------|
 FD0636
 FD0636                          SUPERSEDED SURVEY CONTROL
 FD0636
 FD0636  NAD 83(1995)-  35 44 13.88060(N)    086 56 54.50625(W) AD(       ) 2
 FD0636  NAD 83(1986)-  35 44 13.88935(N)    086 56 54.50682(W) AD(       ) 2
 FD0636  NAD 27      -  35 44 13.64260(N)    086 56 54.50020(W) AD(       ) 2
 FD0636  NGVD 29 (??/??/??)  233.42   (m)          765.8    (f) RESET       3  
 FD0636
 FD0636.Superseded values are not recommended for survey control.
 FD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0636.See file dsdata.txt to determine how the superseded data were derived.
 FD0636
 FD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0465954801(NAD 83)
 FD0636_MARKER: DD = SURVEY DISK
 FD0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0636_STAMPING: OUT 1963
 FD0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0636+STABILITY: SURFACE MOTION
 FD0636
 FD0636  HISTORY     - Date     Condition        Report By
 FD0636  HISTORY     - 1963     MONUMENTED       TNHD
 FD0636  HISTORY     - 1963     GOOD             TNHD
 FD0636  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0636
 FD0636                          STATION DESCRIPTION
 FD0636
 FD0636'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0636'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF SPRING HILL.
 FD0636'
 FD0636'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO 1.6
 FD0636'MILES SOUTH ON U S
 FD0636'HIGHWAY 31 TO THE STATION ON THE LEFT.
 FD0636'
 FD0636'THE STATION IS 44 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 FD0636'NORTH BOUND LANE OF U S
 FD0636'HIGHWAY 31, AND 2 FEET NORTHWEST OF A WIRE FENCE.
 FD0636'THE SURFACE AND UNDERGROUND MARKS
 FD0636'ARE STANDARD TENNESSEE HIGHWAY
 FD0636'DEPARTMENT DISKS AND THE DISKS ARE STAMPED OUT 1963.
 FD0636'THE UNDERGROUND
 FD0636'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 FD0636'IN A 10-INCH
 FD0636'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0636'
 FD0636'REFERENCE MARK NO 1 IS 46 FEET SOUTHWEST OF THE APPROXIMATE
 FD0636'CENTERLINE OF THE NORTH
 FD0636'BOUND LANE OF U S HIGHWAY 31, 1 FOOT NORTHWEST OF A WIRE FENCE,
 FD0636'4 FEET SOUTHWEST OF THE
 FD0636'POWER POLE NO 1413R, AND 1.2 FEET NORTHEAST
 FD0636'OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0636'TENNESSEE HIGHWAY
 FD0636'DEPARTMENT BENCH MARK DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0636'CONCRETE
 FD0636'MONUMENT AND THE DISK IS STAMPED 6B-20 1963.
 FD0636'
 FD0636'REFERENCE MARK NO 2 IS 45 FEET SOUTHWEST OF THE APPROXIMATE
 FD0636'CENTERLINE OF THE
 FD0636'NORTHBOUND LANE OF U S HIGHWAY 31, 1 FOOT NORTHWEST OF A WIRE
 FD0636'FENCE, AND 1 FOOT
 FD0636'SOUTHWEST OF A POWER POLE.  THE MARK IS A STANDARD
 FD0636'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0636'SET IN A 10-INCH SQUARE, FLUSH,
 FD0636'CONCRETE MONUMENT AND THE DISK IS STAMPED OUT RM-2
 FD0636'1963.
 FD0636'
 FD0636'THE AZIMUTH MARK IS 45 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 FD0636'OF THE SOUTHBOUND LANE
 FD0636'OF U S HIGHWAY 31, 2 FEET NORTHEAST OF A WIRE FENCE,
 FD0636'AND 1 FOOT EAST OF THE POWER POLE
 FD0636'NO 38.  THE MARK IS A STANDARD
 FD0636'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0636'SQUARE, FLUSH,
 FD0636'CONCRETE MONUMENT AND THE DISK IS STAMPED OUT AZI 1963.
 FD0636'
 FD0636'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U S
 FD0636'HIGHWAY 31 FOR 0.25 MILE
 FD0636'TO THE MARK ON THE RIGHT AS DESCRIBED.
 FD0636'
 FD0636'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0636
 FD0636                          STATION RECOVERY (1963)
 FD0636
 FD0636'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0636'2 MI S FROM SPRING HILL.
 FD0636'FROM THE POST OFFICE IN SPRING HILL, GO 1.6 MILES SOUTH ON
 FD0636'U.S. HIGHWAY 31 TO THE STATION ON THE LEFT.  THE MARK IS 44 FEET
 FD0636'SOUTH WEST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 FD0636'HIGHWAY 31, AND 2 FEET NORTHWEST OF A WIRE FENCE.  IT IS SET
 FD0636'IN A 10-INCH SQUARE, FLUSH CONCRETE MONUMENT.
 FD0636
 FD0636                          STATION RECOVERY (1984)
 FD0636
 FD0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0636'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1509 ***********************************************************************
 GC1509  DESIGNATION -  OUT
 GC1509  PID         -  GC1509
 GC1509  STATE/COUNTY-  TN/MONTGOMERY
 GC1509  USGS QUAD   -  HENRIETTA (1983)
 GC1509
 GC1509                         *CURRENT SURVEY CONTROL
 GC1509  ___________________________________________________________________
 GC1509* NAD 83(1986)-  36 28 56.     (N)    087 09 36.     (W)     SCALED    
 GC1509* NAVD 88     -       199.746  (meters)     655.33   (feet)  ADJUSTED  
 GC1509  ___________________________________________________________________
 GC1509  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1509  DYNAMIC HT  -         199.582 (meters)     654.80  (feet)  COMP
 GC1509  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GC1509
 GC1509  VERT ORDER  -  SECOND    CLASS 0
 GC1509
 GC1509.The horizontal coordinates were scaled from a topographic map and have
 GC1509.an estimated accuracy of +/- 6 seconds.
 GC1509
 GC1509.The orthometric height was determined by differential leveling
 GC1509.and adjusted by the National Geodetic Survey in June 1991..
 GC1509
 GC1509.The geoid height was determined by GEOID03.
 GC1509
 GC1509.The dynamic height is computed by dividing the NAVD 88
 GC1509.geopotential number by the normal gravity value computed on the
 GC1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1509.degrees latitude (g = 980.6199 gals.).
 GC1509
 GC1509.The modeled gravity was interpolated from observed gravity values.
 GC1509
 GC1509;                    North         East    Units  Estimated Accuracy
 GC1509;SPC TN       -   239,040.      496,050.      MT  (+/- 180 meters Scaled)
 GC1509
 GC1509                          SUPERSEDED SURVEY CONTROL
 GC1509
 GC1509  NGVD 29 (??/??/92)  199.810  (m)          655.54   (f) ADJ UNCH    2 0
 GC1509
 GC1509.Superseded values are not recommended for survey control.
 GC1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1509.See file dsdata.txt to determine how the superseded data were derived.
 GC1509
 GC1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF856374(NAD 83)
 GC1509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1509_STAMPING: OUT
 GC1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1509+STABILITY: SURFACE MOTION
 GC1509
 GC1509  HISTORY     - Date     Condition        Report By
 GC1509  HISTORY     - UNK      MONUMENTED       RBNF
 GC1509  HISTORY     - 1965     GOOD             NGS
 GC1509
 GC1509                          STATION DESCRIPTION
 GC1509
 GC1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GC1509'3.7 MI E FROM SANGO.
 GC1509'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1509'CHURCH AT SANGO, GO EASTERLY FOR 3.7 MILES ON A PAVED ROAD TO
 GC1509'THE INTERSECTION OF A GRAVELED ROAD AND THE MARK ON THE LEFT, 50
 GC1509'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26
 GC1509'FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 22 FEET
 GC1509'EAST OF POWER POLE NO. 62.  IT IS A METAL DISK SET IN THE TOP OF
 GC1509'A 4-INCH, SQUARE, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0634 ***********************************************************************
 FD0634  DESIGNATION -  OUT AZ MK
 FD0634  PID         -  FD0634
 FD0634  STATE/COUNTY-  TN/MAURY
 FD0634  USGS QUAD   -  CARTERS CREEK (1982)
 FD0634
 FD0634                         *CURRENT SURVEY CONTROL
 FD0634  ___________________________________________________________________
 FD0634* NAD 83(1986)-  35 44 07.     (N)    086 57 05.     (W)     SCALED    
 FD0634* NAVD 88     -       230.134  (meters)     755.03   (feet)  ADJUSTED  
 FD0634  ___________________________________________________________________
 FD0634  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0634  DYNAMIC HT  -         229.931 (meters)     754.37  (feet)  COMP
 FD0634  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FD0634
 FD0634  VERT ORDER  -  SECOND    CLASS 0
 FD0634
 FD0634.The horizontal coordinates were scaled from a topographic map and have
 FD0634.an estimated accuracy of +/- 6 seconds.
 FD0634
 FD0634.The orthometric height was determined by differential leveling
 FD0634.and adjusted by the National Geodetic Survey in June 1991..
 FD0634
 FD0634.The geoid height was determined by GEOID03.
 FD0634
 FD0634.The dynamic height is computed by dividing the NAVD 88
 FD0634.geopotential number by the normal gravity value computed on the
 FD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0634.degrees latitude (g = 980.6199 gals.).
 FD0634
 FD0634.The modeled gravity was interpolated from observed gravity values.
 FD0634
 FD0634;                    North         East    Units  Estimated Accuracy
 FD0634;SPC TN       -   155,960.      513,940.      MT  (+/- 180 meters Scaled)
 FD0634
 FD0634                          SUPERSEDED SURVEY CONTROL
 FD0634
 FD0634  NGVD 29 (??/??/??)  230.11   (m)          755.0    (f) RESET       3  
 FD0634
 FD0634.Superseded values are not recommended for survey control.
 FD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0634.See file dsdata.txt to determine how the superseded data were derived.
 FD0634
 FD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE043545(NAD 83)
 FD0634_MARKER: DD = SURVEY DISK
 FD0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0634_STAMPING: OUT AZI 1963
 FD0634_MARK LOGO: TNHD  
 FD0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0634+STABILITY: SURFACE MOTION
 FD0634
 FD0634  HISTORY     - Date     Condition        Report By
 FD0634  HISTORY     - 1963     MONUMENTED       TNHD
 FD0634  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0634
 FD0634                          STATION DESCRIPTION
 FD0634
 FD0634'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0634'2 MI S FROM SPRING HILL.
 FD0634'FROM THE POST OFFICE IN SPRING HILL GO SOUTH ON U.S. HIGHWAY
 FD0634'31 FOR 2 MILES TO THE MARK ON THE RIGHT.  IT IS 45 FEET SOUTHWEST
 FD0634'OF THE CENTER LINE OF THE SOUTH BOUND LANE U.S. HIGHWAY 31,
 FD0634'2 FEET NORTHEAST OF A WIRE FENCE, AND 1 FOOT EAST OF THE POWER
 FD0634'POLE NO. 38.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0634'MONUMENT.
 FD0634
 FD0634                          STATION RECOVERY (1984)
 FD0634
 FD0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0634'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0635 ***********************************************************************
 FD0635  DESIGNATION -  OUT RM 2
 FD0635  PID         -  FD0635
 FD0635  STATE/COUNTY-  TN/MAURY
 FD0635  USGS QUAD   -  CARTERS CREEK (1982)
 FD0635
 FD0635                         *CURRENT SURVEY CONTROL
 FD0635  ___________________________________________________________________
 FD0635* NAD 83(1986)-  35 44 13.     (N)    086 56 55.     (W)     SCALED    
 FD0635* NAVD 88     -       233.030  (meters)     764.53   (feet)  ADJUSTED  
 FD0635  ___________________________________________________________________
 FD0635  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0635  DYNAMIC HT  -         232.824 (meters)     763.86  (feet)  COMP
 FD0635  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0635
 FD0635  VERT ORDER  -  SECOND    CLASS 0
 FD0635
 FD0635.The horizontal coordinates were scaled from a topographic map and have
 FD0635.an estimated accuracy of +/- 6 seconds.
 FD0635
 FD0635.The orthometric height was determined by differential leveling
 FD0635.and adjusted by the National Geodetic Survey in June 1991..
 FD0635
 FD0635.The geoid height was determined by GEOID03.
 FD0635
 FD0635.The dynamic height is computed by dividing the NAVD 88
 FD0635.geopotential number by the normal gravity value computed on the
 FD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0635.degrees latitude (g = 980.6199 gals.).
 FD0635
 FD0635.The modeled gravity was interpolated from observed gravity values.
 FD0635
 FD0635;                    North         East    Units  Estimated Accuracy
 FD0635;SPC TN       -   156,150.      514,190.      MT  (+/- 180 meters Scaled)
 FD0635
 FD0635                          SUPERSEDED SURVEY CONTROL
 FD0635
 FD0635  NGVD 29 (??/??/??)  233.00   (m)          764.4    (f) RESET       3  
 FD0635
 FD0635.Superseded values are not recommended for survey control.
 FD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0635.See file dsdata.txt to determine how the superseded data were derived.
 FD0635
 FD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE046547(NAD 83)
 FD0635_MARKER: DD = SURVEY DISK
 FD0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0635_STAMPING: OUT RM 2 1963
 FD0635_MARK LOGO: TNHD  
 FD0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0635+STABILITY: SURFACE MOTION
 FD0635
 FD0635  HISTORY     - Date     Condition        Report By
 FD0635  HISTORY     - 1963     MONUMENTED       TNHD
 FD0635  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0635
 FD0635                          STATION DESCRIPTION
 FD0635
 FD0635'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0635'2 MI S FROM SPRING HILL.
 FD0635'THE MARK IS LOCATED AT THE OUT 1963 STATION SITE, 45 FEET
 FD0635'SOUTHWEST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 FD0635'HIGHWAY 31, 1 FOOT NORTHWEST OF A WIRE FENCE, AND 1 FOOT SOUTHWEST
 FD0635'OF A POWER POLE.  IT IS SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 FD0635'MONUMENT.
 FD0635
 FD0635                          STATION RECOVERY (1984)
 FD0635
 FD0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0635'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0439 ***********************************************************************
 FF0439  DESIGNATION -  OUTER
 FF0439  PID         -  FF0439
 FF0439  STATE/COUNTY-  TN/SHELBY
 FF0439  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0439
 FF0439                         *CURRENT SURVEY CONTROL
 FF0439  ___________________________________________________________________
 FF0439* NAD 83(1995)-  35 05 37.93266(N)    090 04 34.40418(W)     ADJUSTED  
 FF0439* NAVD 88     -        89.847  (meters)     294.77   (feet)  ADJUSTED  
 FF0439  ___________________________________________________________________
 FF0439  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FF0439  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0439  DYNAMIC HT  -          89.765 (meters)     294.50  (feet)  COMP
 FF0439  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FF0439
 FF0439  HORZ ORDER  -  SECOND
 FF0439  VERT ORDER  -  SECOND    CLASS 0
 FF0439
 FF0439.The horizontal coordinates were established by classical geodetic methods
 FF0439.and adjusted by the National Geodetic Survey in April 1999..
 FF0439
 FF0439.The orthometric height was determined by differential leveling
 FF0439.and adjusted by the National Geodetic Survey in June 1991..
 FF0439
 FF0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0439
 FF0439.The geoid height was determined by GEOID03.
 FF0439
 FF0439.The dynamic height is computed by dividing the NAVD 88
 FF0439.geopotential number by the normal gravity value computed on the
 FF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0439.degrees latitude (g = 980.6199 gals.).
 FF0439
 FF0439.The modeled gravity was interpolated from observed gravity values.
 FF0439
 FF0439;                    North         East     Units Scale Factor Converg.
 FF0439;SPC TN       -    92,122.179   228,410.338   MT  1.00003122   -2 23 11.0
 FF0439;SPC TN       -   302,237.52    749,376.25   sFT  1.00003122   -2 23 11.0
 FF0439;SPC AR N     -    86,088.833   575,401.236   MT  0.99997232   +1 07 10.0
 FF0439;SPC AR N     -   282,443.11  1,887,795.56   sFT  0.99997232   +1 07 10.0
 FF0439;UTM  15      - 3,887,364.752   766,533.931   MT  1.00047562   +1 40 54.9
 FF0439;UTM  16      - 3,887,783.614   219,564.447   MT  1.00056936   -1 46 11.0
 FF0439
 FF0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0439!SPC TN       -   0.99999018  x   1.00003122  =   1.00002140
 FF0439!SPC AR N     -   0.99999018  x   0.99997232  =   0.99996250
 FF0439!UTM  15      -   0.99999018  x   1.00047562  =   1.00046579
 FF0439!UTM  16      -   0.99999018  x   1.00056936  =   1.00055953
 FF0439
 FF0439:                Primary Azimuth Mark                     Grid Az
 FF0439:SPC TN       -  OUTER AZ MK                              007 26 52.4
 FF0439:SPC AR N     -  OUTER AZ MK                              003 56 31.4
 FF0439:UTM  15      -  OUTER AZ MK                              003 22 46.5
 FF0439:UTM  16      -  OUTER AZ MK                              006 49 52.4
 FF0439
 FF0439|---------------------------------------------------------------------|
 FF0439| PID    Reference Object                     Distance      Geod. Az  |
 FF0439|                                                           dddmmss.s |
 FF0439| CI4810 OUTER AZ MK                                        0050341.4 |
 FF0439| FF0440 OUTER RM 1                           40.983 METERS 03251     |
 FF0439| FF0368 PINE HILL                           APPROX. 4.0 KM 0903247.1 |
 FF0439| FF0438 OUTER RM 2                           30.279 METERS 12653     |
 FF0439|---------------------------------------------------------------------|
 FF0439
 FF0439                          SUPERSEDED SURVEY CONTROL
 FF0439
 FF0439  NAD 83(1995)-  35 05 37.93491(N)    090 04 34.40386(W) AD(       ) 2
 FF0439  NAD 83(1995)-  35 05 37.93888(N)    090 04 34.40397(W) AD(       ) 2
 FF0439  NAD 83(1986)-  35 05 37.94278(N)    090 04 34.40547(W) AD(       ) 2
 FF0439  NAD 27      -  35 05 37.61310(N)    090 04 34.06910(W) AD(       ) 2
 FF0439  NGVD 29 (??/??/??)   89.814  (m)          294.66   (f) ADJUSTED    2 0
 FF0439
 FF0439.Superseded values are not recommended for survey control.
 FF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0439.See file dsdata.txt to determine how the superseded data were derived.
 FF0439
 FF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6653487365(NAD 83)
 FF0439_MARKER: DS = TRIANGULATION STATION DISK
 FF0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0439_STAMPING: OUTER 1959
 FF0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0439+STABILITY: SURFACE MOTION
 FF0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0439+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0439
 FF0439  HISTORY     - Date     Condition        Report By
 FF0439  HISTORY     - 1959     MONUMENTED       CGS
 FF0439  HISTORY     - 1959     GOOD             CGS
 FF0439  HISTORY     - 20021029 GOOD             USACE
 FF0439
 FF0439                          STATION DESCRIPTION
 FF0439
 FF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0439'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN MEMPHIS
 FF0439'AND AT THE EAST EDGE OF RIVERSIDE PARK, 49 FEET SOUTH OF THE
 FF0439'CENTER OF OUTER PARKWAY, 31 FEET WEST OF THE CENTER OF
 FF0439'RIVERSIDE BLVD. AND 3 FEET NORTH OF A WITNESS POST.  THE
 FF0439'MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 FF0439'OUTER 1959.
 FF0439'
 FF0439'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA STREET
 FF0439'AND MALLORY AVE., IN THE SOUTH SECTION OF MEMPHIS, GO WEST ON
 FF0439'MALLORY AVE. FOR 0.7 MILE TO THE INTERSECTION OF MALLORY AVE.
 FF0439'AND RIVERSIDE BLVD. ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 FF0439'RIVERSIDE BLVD. FOR 0.45 MILE TO THE INTERSECTION OF OUTER
 FF0439'PARKWAY AND THE STATION ON THE RIGHT AS DESCRIBED.
 FF0439'
 FF0439'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE CENTER OF RIVERSIDE
 FF0439'BLVD., 25 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FF0439'BUILDING, 22 FEET NORTH OF THE CENTER OF OUTER PARKWAY AND 12
 FF0439'FEET EAST OF A STREET LIGHT POLE NO. 27665.  IT IS A STANDARD DISK
 FF0439'CEMENTED IN A DRILL HOLE IN A CONCRETE WALK, IS SET FLUSH WITH
 FF0439'THE SURROUNDING SURFACE AND IS STAMPED OUTER NO 1 1959.
 FF0439'
 FF0439'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE CENTER OF RIVERSIDE
 FF0439'BLVD., 17 FEET WEST OF THE FRONT DOOR OF A CHURCH AND 5 FEET NORTH
 FF0439'OF SOUTH SIDE OF CHURCH WALK.  IT IS A STANDARD DISK CEMENTED
 FF0439'IN A DRILL HOLE IN A CONCRETE WALK, IS SET FLUSH WITH THE
 FF0439'SURROUNDING SURFACE AND IS STAMPED OUTER NO 2 1959.
 FF0439'
 FF0439'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF RIVERSIDE
 FF0439'BLVD., 14 FEET SOUTH OF THE CENTER OF VOLUNTEER AVE. AND 10 FEET
 FF0439'NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK CEMENTED IN
 FF0439'A DRILL HOLE IN THE EAST END OF A BRIDGE, IS SET FLUSH WITH THE
 FF0439'SURROUNDING SURFACE AND IS STAMPED OUTER 1959.
 FF0439'
 FF0439'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FF0439'RIVERSIDE BLVD. FOR 0.15 MILE TO THE INTERSECTION OF VOLUNTEER
 FF0439'AVE. AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FF0439'
 FF0439'HEIGHT OF LIGHT ABOVE STATION MARK 30.18 METERS.
 FF0439
 FF0439                          STATION RECOVERY (1959)
 FF0439
 FF0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0439'IN MEMPHIS.
 FF0439'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN MEMPHIS
 FF0439'AND AT THE EAST EDGE OF RIVERSIDE PARK, 49 FT. SOUTH OF THE
 FF0439'CENTER OF OUTER PARKWAY, 31 FT. WEST OF THE CENTER OF RIVERSIDE
 FF0439'BLVD, 3 FT. NORTH OF A WITNESS SIGN, A DISK SET IN A CONCRETE
 FF0439'POST SET FLUSH WITH THE GROUND.  THIS STATION IS ABOUT 1 MILE
 FF0439'NORTH OF STATION FLOOD.
 FF0439
 FF0439                          STATION RECOVERY (2002)
 FF0439
 FF0439'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0439'CHANGE TO DESCRIPTION
 FF0439'MARK IS 32 FT W OF CENTERLINE OF RIVERSIDE BLVD, 92 FT S OF EXTENDED
 FF0439'CENTERLINE OF OUTER PARKWAY, AND 3 FT E OF CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0440 ***********************************************************************
 FF0440  DESIGNATION -  OUTER RM 1
 FF0440  PID         -  FF0440
 FF0440  STATE/COUNTY-  TN/SHELBY
 FF0440  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0440
 FF0440                         *CURRENT SURVEY CONTROL
 FF0440  ___________________________________________________________________
 FF0440* NAD 83(1986)-  35 05 38.     (N)    090 04 33.     (W)     SCALED    
 FF0440* NAVD 88     -        88.985  (meters)     291.94   (feet)  ADJUSTED  
 FF0440  ___________________________________________________________________
 FF0440  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0440  DYNAMIC HT  -          88.904 (meters)     291.68  (feet)  COMP
 FF0440  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FF0440
 FF0440  VERT ORDER  -  SECOND    CLASS 0
 FF0440
 FF0440.The horizontal coordinates were scaled from a topographic map and have
 FF0440.an estimated accuracy of +/- 6 seconds.
 FF0440
 FF0440.The orthometric height was determined by differential leveling
 FF0440.and adjusted by the National Geodetic Survey in June 1991..
 FF0440
 FF0440.The geoid height was determined by GEOID03.
 FF0440
 FF0440.The dynamic height is computed by dividing the NAVD 88
 FF0440.geopotential number by the normal gravity value computed on the
 FF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0440.degrees latitude (g = 980.6199 gals.).
 FF0440
 FF0440.The modeled gravity was interpolated from observed gravity values.
 FF0440
 FF0440;                    North         East    Units  Estimated Accuracy
 FF0440;SPC TN       -    92,120.      228,450.      MT  (+/- 180 meters Scaled)
 FF0440
 FF0440                          SUPERSEDED SURVEY CONTROL
 FF0440
 FF0440  NGVD 29 (??/??/??)   88.951  (m)          291.83   (f) ADJUSTED    2 0
 FF0440
 FF0440.Superseded values are not recommended for survey control.
 FF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0440.See file dsdata.txt to determine how the superseded data were derived.
 FF0440
 FF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665873(NAD 83)
 FF0440_MARKER: DR = REFERENCE MARK DISK
 FF0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0440_SP_SET: SIDEWALK
 FF0440_STAMPING: OUTER NO 1 1959
 FF0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0440+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0440
 FF0440  HISTORY     - Date     Condition        Report By
 FF0440  HISTORY     - 1959     MONUMENTED       CGS
 FF0440  HISTORY     - 20021029 GOOD             USACE
 FF0440
 FF0440                          STATION DESCRIPTION
 FF0440
 FF0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0440'IN MEMPHIS.
 FF0440'THIS MARK IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN MEMPHIS AND
 FF0440'AT THE EAST EDGE OF RIVERSIDE PARK, 134.5 FT. NORTH-NORTHEAST OF
 FF0440'THE STATION MARK, 37 FT. EAST OF THE CENTER OF RIVERSIDE BLVD.,
 FF0440'25 FT. SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING,
 FF0440'22 FT. NORTH OF THE CENTER OF OUTER PARKWAY, 12 FT. EAST OF A
 FF0440'STREET LIGHT POLE NO. 27665, A DISK SET IN TOP OF A CONCRETE WALK.
 FF0440
 FF0440                          STATION RECOVERY (2002)
 FF0440
 FF0440'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0438 ***********************************************************************
 FF0438  DESIGNATION -  OUTER RM 2
 FF0438  PID         -  FF0438
 FF0438  STATE/COUNTY-  TN/SHELBY
 FF0438  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0438
 FF0438                         *CURRENT SURVEY CONTROL
 FF0438  ___________________________________________________________________
 FF0438* NAD 83(1986)-  35 05 37.     (N)    090 04 33.     (W)     SCALED    
 FF0438* NAVD 88     -        90.803  (meters)     297.91   (feet)  ADJUSTED  
 FF0438  ___________________________________________________________________
 FF0438  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0438  DYNAMIC HT  -          90.721 (meters)     297.64  (feet)  COMP
 FF0438  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FF0438
 FF0438  VERT ORDER  -  SECOND    CLASS 0
 FF0438
 FF0438.The horizontal coordinates were scaled from a topographic map and have
 FF0438.an estimated accuracy of +/- 6 seconds.
 FF0438
 FF0438.The orthometric height was determined by differential leveling
 FF0438.and adjusted by the National Geodetic Survey in June 1991..
 FF0438
 FF0438.The geoid height was determined by GEOID03.
 FF0438
 FF0438.The dynamic height is computed by dividing the NAVD 88
 FF0438.geopotential number by the normal gravity value computed on the
 FF0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0438.degrees latitude (g = 980.6199 gals.).
 FF0438
 FF0438.The modeled gravity was interpolated from observed gravity values.
 FF0438
 FF0438;                    North         East    Units  Estimated Accuracy
 FF0438;SPC TN       -    92,090.      228,450.      MT  (+/- 180 meters Scaled)
 FF0438
 FF0438                          SUPERSEDED SURVEY CONTROL
 FF0438
 FF0438  NGVD 29 (??/??/??)   90.770  (m)          297.80   (f) ADJUSTED    2 0
 FF0438
 FF0438.Superseded values are not recommended for survey control.
 FF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0438.See file dsdata.txt to determine how the superseded data were derived.
 FF0438
 FF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665873(NAD 83)
 FF0438_MARKER: DR = REFERENCE MARK DISK
 FF0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0438_SP_SET: SIDEWALK
 FF0438_STAMPING: OUTER NO 2 1959
 FF0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0438+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0438
 FF0438  HISTORY     - Date     Condition        Report By
 FF0438  HISTORY     - 1959     MONUMENTED       CGS
 FF0438  HISTORY     - 20021029 GOOD             USACE
 FF0438
 FF0438                          STATION DESCRIPTION
 FF0438
 FF0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0438'IN MEMPHIS.
 FF0438'THIS MARK IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN MEMPHIS AND
 FF0438'AT THE EAST EDGE OF RIVERSIDE PARK, 99.3 FT. SOUTHEAST OF THE
 FF0438'STATION MARK, 51 FT. EAST OF THE CENTER OF RIVERSIDE BLVD. 17
 FF0438'FT. WEST OF THE FRONT DOOR OF A CHURCH AND 5 FT. NORTH OF SOUTH
 FF0438'SIDE OF CHURCH WALK, A STANDARD REFERENCE MARK DISK SET IN TOP
 FF0438'OF A CONCRETE WALK.
 FF0438
 FF0438                          STATION RECOVERY (2002)
 FF0438
 FF0438'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2475 ***********************************************************************
 GC2475  DESIGNATION -  OUTLAW
 GC2475  PID         -  GC2475
 GC2475  STATE/COUNTY-  TN/MONTGOMERY
 GC2475  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2475
 GC2475                         *CURRENT SURVEY CONTROL
 GC2475  ___________________________________________________________________
 GC2475* NAD 83(1995)-  36 37 18.72008(N)    087 25 07.23553(W)     ADJUSTED  
 GC2475* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 GC2475  ___________________________________________________________________
 GC2475  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GC2475  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC2475
 GC2475  HORZ ORDER  -  THIRD
 GC2475
 GC2475.This mark is at Outlaw Field Airport (CKV)
 GC2475
 GC2475.The horizontal coordinates were established by classical geodetic methods
 GC2475.and adjusted by the National Geodetic Survey in April 1999..
 GC2475
 GC2475.The orthometric height was scaled from a topographic map.
 GC2475
 GC2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2475
 GC2475.The geoid height was determined by GEOID03.
 GC2475
 GC2475;                    North         East     Units Scale Factor Converg.
 GC2475;SPC TN       -   254,839.699   473,097.678   MT  1.00004284   -0 49 50.0
 GC2475;SPC TN       -   836,086.58  1,552,154.63   sFT  1.00004284   -0 49 50.0
 GC2475;SPC KY1Z     - 1,033,359.011 1,350,722.754   MT  1.00014233   -1 01 28.2
 GC2475;SPC KY1Z     - 3,390,278.69  4,431,496.24   sFT  1.00014233   -1 01 28.2
 GC2475;SPC KY S     -   533,337.955   350,740.506   MT  1.00002210   -1 00 43.2
 GC2475;SPC KY S     - 1,749,792.94  1,150,721.14   sFT  1.00002210   -1 00 43.2
 GC2475;UTM  16      - 4,053,007.743   462,564.056   MT  0.99961727   -0 14 59.1
 GC2475
 GC2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2475!SPC TN       -   0.99997876  x   1.00004284  =   1.00002160
 GC2475!SPC KY1Z     -   0.99997876  x   1.00014233  =   1.00012109
 GC2475!SPC KY S     -   0.99997876  x   1.00002210  =   1.00000086
 GC2475!UTM  16      -   0.99997876  x   0.99961727  =   0.99959604
 GC2475
 GC2475|---------------------------------------------------------------------|
 GC2475| PID    Reference Object                     Distance      Geod. Az  |
 GC2475|                                                           dddmmss.s |
 GC2475| CG6253 OUTLAW RM 1                           9.461 METERS 01156     |
 GC2475| GC2474 CLARKS                              APPROX. 7.7 KM 1784712.7 |
 GC2475| GC1119 E 183                               153.986 METERS 23057     |
 GC2475| GC2478 OUTLAW AIRPORT BEACON               154.321 METERS 23103     |
 GC2475| GC1118 F 183                               152.888 METERS 26417     |
 GC2475| CG6254 OUTLAW RM 2                          12.729 METERS 26501     |
 GC2475| GC2487 FORT CAMPBELL SOUTH WATER TANK      APPROX. 2.9 KM 2961143.1 |
 GC2475|---------------------------------------------------------------------|
 GC2475
 GC2475                          SUPERSEDED SURVEY CONTROL
 GC2475
 GC2475  NAD 83(1995)-  36 37 18.72031(N)    087 25 07.23619(W) AD(       ) 3
 GC2475  NAD 83(1995)-  36 37 18.72777(N)    087 25 07.23836(W) AD(       ) 3
 GC2475  NAD 83(1986)-  36 37 18.72944(N)    087 25 07.23846(W) AD(       ) 3
 GC2475  NAD 27      -  36 37 18.56100(N)    087 25 07.20600(W) AD(       ) 3
 GC2475
 GC2475.Superseded values are not recommended for survey control.
 GC2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2475.See file dsdata.txt to determine how the superseded data were derived.
 GC2475
 GC2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6256453008(NAD 83)
 GC2475_MARKER: DS = TRIANGULATION STATION DISK
 GC2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2475
 GC2475  HISTORY     - Date     Condition        Report By
 GC2475  HISTORY     - 1953     MONUMENTED       CGS
 GC2475  HISTORY     - 1957     MARK NOT FOUND   CGS
 GC2475  HISTORY     - 1963     MARK NOT FOUND   CGS
 GC2475
 GC2475                          STATION DESCRIPTION
 GC2475
 GC2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2475'STATION IS LOCATED 7 MILES NORTHWEST OF CLARKSVILLE ON THE GROUNDS OF
 GC2475'THE OUTLAW AIRPORT.  IT IS 33 FEET SOUTHEAST OF A POWER LINE POLE,
 GC2475'32 FEET SOUTH OF A FENCE LINE AND 12 FEET NORTHWEST OF THE NORTHWEST
 GC2475'CORNER OF THE ADMINISTRATION BUILDING.  THE MARK IS FLUSH AND
 GC2475'THE DISK IS STAMPED OUTLAW 1953.
 GC2475'
 GC2475'REFERENCE MARK NO. 1 IS 33 FEET NORTHEAST OF THE POWER LINE POLE AND
 GC2475'1 FOOT SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 GC2475'STAMPED OUTLAW NO 1 1953.
 GC2475'
 GC2475'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE CENTER OF A DRIVEWAY AND
 GC2475'21 FEET SOUTHWEST OF THE POWER LINE POLE.  THE MARK IS FLUSH AND
 GC2475'THE DISK IS STAMPED OUTLAW NO 2 1953.
 GC2475'
 GC2475'BENCH MARK E 183 IS SET NEAR THE CENTER OF THE BASE OF THE AIRPORT
 GC2475'AIRWAY BEACON.  THE MARK IS A CONCRETE POST, 12 INCHES IN
 GC2475'DIAMETER, FLUSH WITH THE GROUND, WITH A STANDARD U.S. COAST AND
 GC2475'GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED E 183 1949.
 GC2475'
 GC2475'BENCH MARK F 183 IS 22 FEET NORTH OF THE CENTER OF THE ENTRANCE DRIVE
 GC2475'TO THE AIRPORT, 2 FEET NORTH OF A WHITE WITNESS POST AND 2 FEET
 GC2475'EAST OF A LARGE STONE GATE POST.  THE MARK IS A CONCRETE POST, 12
 GC2475'INCHES IN DIAMETER, FLUSH WITH THE GROUND, WITH A STANDARD U.S.
 GC2475'COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED F 183 1949.
 GC2475'
 GC2475'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2475
 GC2475                          STATION RECOVERY (1957)
 GC2475
 GC2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2475'CONCRETE WALK WAS EXTENDED AND COVERED THE STATION.
 GC2475'
 GC2475'REFERENCE MARK NO 1 FOUND TO BE IN GOOD CONDITION.
 GC2475'
 GC2475'REFERENCE MARK NO. 2 FOUND TO BE RECOVERED AS DESCRIBED.
 GC2475
 GC2475                          STATION RECOVERY (1963)
 GC2475
 GC2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FDM)
 GC2475'STATION IS COVERED BY A CONCRETE WALK.
 GC2475'
 GC2475'REFERENCE MARK NO. 1 HAS A HOUSE TRAILER SITTING OVER IT AND THE
 GC2475'MARK WAS NOT RECOVERED.
 GC2475'
 GC2475'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 GC2475'
 GC2475'BENCH MARK E 183 1949 WAS RECOVERED AS DESCRIBED.
 GC2475'
 GC2475'BENCH MARK F 183 1949 WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2478 ***********************************************************************
 GC2478  DESIGNATION -  OUTLAW AIRPORT BEACON
 GC2478  PID         -  GC2478
 GC2478  STATE/COUNTY-  TN/MONTGOMERY
 GC2478  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2478
 GC2478                         *CURRENT SURVEY CONTROL
 GC2478  ___________________________________________________________________
 GC2478* NAD 83(1995)-  36 37 15.57287(N)    087 25 12.06555(W)     ADJUSTED  
 GC2478* NAVD 88     -                                                        
 GC2478  ___________________________________________________________________
 GC2478  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GC2478  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC2478
 GC2478  HORZ ORDER  -  THIRD
 GC2478
 GC2478.This mark is at Outlaw Field Airport (CKV)
 GC2478
 GC2478.The horizontal coordinates were established by classical geodetic methods
 GC2478.and adjusted by the National Geodetic Survey in April 1999..
 GC2478
 GC2478
 GC2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2478
 GC2478.The geoid height was determined by GEOID03.
 GC2478
 GC2478;                    North         East     Units Scale Factor Converg.
 GC2478;SPC TN       -   254,744.432   472,976.265   MT  1.00004263   -0 49 52.8
 GC2478;SPC TN       -   835,774.02  1,551,756.30   sFT  1.00004263   -0 49 52.8
 GC2478;SPC KY1Z     - 1,033,264.147 1,350,601.007   MT  1.00014266   -1 01 31.2
 GC2478;SPC KY1Z     - 3,389,967.46  4,431,096.80   sFT  1.00014266   -1 01 31.2
 GC2478;SPC KY S     -   533,243.075   350,618.794   MT  1.00002229   -1 00 46.1
 GC2478;SPC KY S     - 1,749,481.66  1,150,321.83   sFT  1.00002229   -1 00 46.1
 GC2478;UTM  16      - 4,052,911.292   462,443.666   MT  0.99961738   -0 15 02.0
 GC2478
 GC2478                          SUPERSEDED SURVEY CONTROL
 GC2478
 GC2478  NAD 83(1995)-  36 37 15.57310(N)    087 25 12.06621(W) AD(       ) 4
 GC2478  NAD 83(1995)-  36 37 15.58057(N)    087 25 12.06838(W) AD(       ) 4
 GC2478  NAD 83(1986)-  36 37 15.58225(N)    087 25 12.06845(W) AD(       ) 4
 GC2478  NAD 27      -  36 37 15.41400(N)    087 25 12.03600(W) AD(       ) 3
 GC2478
 GC2478.Superseded values are not recommended for survey control.
 GC2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2478.See file dsdata.txt to determine how the superseded data were derived.
 GC2478
 GC2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6244452911(NAD 83)
 GC2478_MARKER: 21 = AIRPORT BEACON
 GC2478
 GC2478  HISTORY     - Date     Condition        Report By
 GC2478  HISTORY     - 1967     FIRST OBSERVED   CGS
 GC2478  HISTORY     - 1957     GOOD             CGS
 GC2478  HISTORY     - 1960     GOOD             LOCSUR
 GC2478  HISTORY     - 1977     GOOD             NGS
 GC2478  HISTORY     - 19870320 GOOD             NGS
 GC2478
 GC2478                          STATION DESCRIPTION
 GC2478
 GC2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELJ)
 GC2478'STATION IS LOCATED 7 MILES NORTHWEST OF CLARKSVILLE ON THE GROUNDS OF
 GC2478'THE OUTLAW AIRPORT. IT IS 75 FEET NORTHEAST OF THE NORTHWEST CORNER
 GC2478'OF A HANGER. IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 45 FEET HIGH
 GC2478'WITH A REVOLVING LIGHT ATOP.
 GC2478'
 GC2478'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OUTLAW AND
 GC2478'THE DISTANCE IS 154.32 METERS (506.3 FEET).
 GC2478'
 GC2478'THE POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER OF THE BASE OF
 GC2478'THE BEACON.
 GC2478
 GC2478                          STATION RECOVERY (1957)
 GC2478
 GC2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2478'STATION RECOVERED AS DESCRIBED.
 GC2478
 GC2478                          STATION RECOVERY (1960)
 GC2478
 GC2478'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2478'STATION RECOVERED.
 GC2478
 GC2478                          STATION RECOVERY (1977)
 GC2478
 GC2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 GC2478'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GC2478'
 GC2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OUTLAW
 GC2478'AIRFIELD.
 GC2478
 GC2478                          STATION RECOVERY (1987)
 GC2478
 GC2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2478'BEACON IS LOCATED ON OUTLAW FIELD IN THE WESTERN SECTION OF THE FIELD
 GC2478'AND IS WEST-SOUTHWEST OF THE TERMINAL.  POINT OBSERVED WAS THE BEACON
 GC2478'STAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2496 ***********************************************************************
 GA2496  DESIGNATION -  OVER
 GA2496  PID         -  GA2496
 GA2496  STATE/COUNTY-  TN/CLAIBORNE
 GA2496  USGS QUAD   -  TAZEWELL (1971)
 GA2496
 GA2496                         *CURRENT SURVEY CONTROL
 GA2496  ___________________________________________________________________
 GA2496* NAD 83(1995)-  36 26 08.90092(N)    083 36 40.78786(W)     ADJUSTED  
 GA2496* NAVD 88     -       458.084  (meters)    1502.90   (feet)  ADJUSTED  
 GA2496  ___________________________________________________________________
 GA2496  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GA2496  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2496  DYNAMIC HT  -         457.669 (meters)    1501.54  (feet)  COMP
 GA2496  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 GA2496
 GA2496  HORZ ORDER  -  SECOND
 GA2496  VERT ORDER  -  SECOND    CLASS 0
 GA2496
 GA2496.The horizontal coordinates were established by classical geodetic methods
 GA2496.and adjusted by the National Geodetic Survey in April 1999..
 GA2496
 GA2496.The orthometric height was determined by differential leveling
 GA2496.and adjusted by the National Geodetic Survey in June 1991..
 GA2496
 GA2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2496
 GA2496.The geoid height was determined by GEOID03.
 GA2496
 GA2496.The dynamic height is computed by dividing the NAVD 88
 GA2496.geopotential number by the normal gravity value computed on the
 GA2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2496.degrees latitude (g = 980.6199 gals.).
 GA2496
 GA2496.The modeled gravity was interpolated from observed gravity values.
 GA2496
 GA2496;                    North         East     Units Scale Factor Converg.
 GA2496;SPC TN       -   235,886.122   814,159.569   MT  1.00000345   +1 23 54.3
 GA2496;SPC TN       -   773,903.05  2,671,121.85   sFT  1.00000345   +1 23 54.3
 GA2496;UTM  17      - 4,035,456.785   265,924.686   MT  1.00027512   -1 33 05.9
 GA2496
 GA2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2496!SPC TN       -   0.99993293  x   1.00000345  =   0.99993638
 GA2496!UTM  17      -   0.99993293  x   1.00027512  =   1.00020803
 GA2496
 GA2496|---------------------------------------------------------------------|
 GA2496| PID    Reference Object                     Distance      Geod. Az  |
 GA2496|                                                           dddmmss.s |
 GA2496| GA2495 OVER RM 1                            15.865 METERS 05324     |
 GA2496| GA2493 NEW                                 APPROX. 1.9 KM 0535353.4 |
 GA2496| GA2497 OVER RM 2                            12.700 METERS 34202     |
 GA2496|---------------------------------------------------------------------|
 GA2496
 GA2496                          SUPERSEDED SURVEY CONTROL
 GA2496
 GA2496  NAD 83(1995)-  36 26 08.90393(N)    083 36 40.78990(W) AD(       ) 2
 GA2496  NAD 83(1995)-  36 26 08.90285(N)    083 36 40.78225(W) AD(       ) 2
 GA2496  NAD 83(1995)-  36 26 08.90979(N)    083 36 40.78956(W) AD(       ) 2
 GA2496  NAD 83(1986)-  36 26 08.91184(N)    083 36 40.78892(W) AD(       ) 2
 GA2496  NAD 27      -  36 26 08.61418(N)    083 36 41.12037(W) AD(       ) 2
 GA2496  NGVD 29 (??/??/92)  458.188  (m)         1503.24   (f) ADJ UNCH    2 0
 GA2496
 GA2496.Superseded values are not recommended for survey control.
 GA2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2496.See file dsdata.txt to determine how the superseded data were derived.
 GA2496
 GA2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6592535457(NAD 83)
 GA2496_MARKER: DD = SURVEY DISK
 GA2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2496_STAMPING: OVER 1963
 GA2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2496+STABILITY: SURFACE MOTION
 GA2496
 GA2496  HISTORY     - Date     Condition        Report By
 GA2496  HISTORY     - 1963     MONUMENTED       TNHD
 GA2496  HISTORY     - 1964     GOOD             TNHD
 GA2496
 GA2496                          STATION DESCRIPTION
 GA2496
 GA2496'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2496'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF NEW TAZEWELL.
 GA2496'
 GA2496'TO REACH THE STATION FROM THE POST OFFICE IN NEW TASEWELL, GO
 GA2496'SOUTHWEST ON STATE
 GA2496'ROUTE 33 FOR 0.9 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GA2496'
 GA2496'THE STATION IS 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GA2496'ROUTE 33, 3.9 FEET
 GA2496'NORTHEAST OF A WITNESS POST AND 2 FEET SOUTHEAST OF A
 GA2496'HIGHWAY GUARD RAIL.  THE
 GA2496'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2496'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 GA2496'STAMPED OVER 1963.  THE
 GA2496'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2496'SURFACE DISK IS
 GA2496'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2496'
 GA2496'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2496'OF STATE ROUTE 33, 12
 GA2496'FEET NORTHEAST OF A HIGHWAY GUARD RAIL AND 2 FEET
 GA2496'NORTHEAST OF THE SOUTHWEST END
 GA2496'OF A BRIDGE HAND RAIL.  IT IS A
 GA2496'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2496'CEMENTED FLUSH IN A
 GA2496'DRILLED HOLE IN THE SOUTHWEST WING WALL OF THE SOUTHERN
 GA2496'RAILROAD
 GA2496'UNDERPASS AND THE DISK IS STAMPED OVER RM-1 1963.
 GA2496'
 GA2496'REFERENCE MARK NO. 2 IS 19 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2496'OF STATE ROUTE 33, 10
 GA2496'FEET NORTHEAST OF A HIGHWAY GUARD RAIL AND 3 FEET
 GA2496'NORTHEAST OF THE SOUTHWEST END
 GA2496'OF A BRIDGE HAND RAIL.  IT IS A
 GA2496'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2496'CEMENTED FLUSH IN A
 GA2496'DRILLED HOLE IN THE SIDEWALK OF THE SOUTHERN RAILROAD
 GA2496'UNDERPASS AT
 GA2496'THE SOUTH END OF THE BRIDGE.
 GA2496'
 GA2496'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2496'
 GA2496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2496'
 GA2496'TRAVERSE STATION NEW WILL SERVE AS AN AZIMUTH MARK.
 GA2496
 GA2496                          STATION RECOVERY (1964)
 GA2496
 GA2496'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2496'1 MI SW FROM NEW TAZEWELL.
 GA2496'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2496'ROUTE 33 FOR 0.9 MILE TO THE STATION ON THE LEFT.  THE STATION
 GA2496'MARK IS 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GA2496'ROUTE 33, 3.9 FEET NORTHEAST OF A WITNESS POST WITH SIGN AND 2
 GA2496'FEET SOUTHEAST OF A HIGHWAY GUARDRAIL.  THE MARK IS A STANDARD
 GA2496'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2496'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2447 ***********************************************************************
 GB2447  DESIGNATION -  OVER
 GB2447  PID         -  GB2447
 GB2447  STATE/COUNTY-  TN/CLAY
 GB2447  USGS QUAD   -  CELINA (1981)
 GB2447
 GB2447                         *CURRENT SURVEY CONTROL
 GB2447  ___________________________________________________________________
 GB2447* NAD 83(1995)-  36 31 14.31564(N)    085 34 05.25645(W)     ADJUSTED  
 GB2447* NAVD 88     -       197.1    (meters)     647.     (feet)  VERTCON   
 GB2447  ___________________________________________________________________
 GB2447  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GB2447  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB2447
 GB2447  HORZ ORDER  -  SECOND
 GB2447
 GB2447.The horizontal coordinates were established by classical geodetic methods
 GB2447.and adjusted by the National Geodetic Survey in April 1999..
 GB2447
 GB2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2447
 GB2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2447
 GB2447.The geoid height was determined by GEOID03.
 GB2447
 GB2447;                    North         East     Units Scale Factor Converg.
 GB2447;SPC TN       -   242,772.176   638,682.375   MT  1.00002009   +0 15 10.2
 GB2447;SPC TN       -   796,495.05  2,095,410.43   sFT  1.00002009   +0 15 10.2
 GB2447;UTM  16      - 4,042,651.362   628,201.665   MT  0.99980249   +0 51 08.1
 GB2447
 GB2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2447!SPC TN       -   0.99997384  x   1.00002009  =   0.99999393
 GB2447!UTM  16      -   0.99997384  x   0.99980249  =   0.99977634
 GB2447
 GB2447|---------------------------------------------------------------------|
 GB2447| PID    Reference Object                     Distance      Geod. Az  |
 GB2447|                                                           dddmmss.s |
 GB2447| CG6256 OVER RM 1                             8.410 METERS 09922     |
 GB2447| CG6255 OVER AZ MK                                         1910105.7 |
 GB2447| CG6257 OVER RM 2                            12.461 METERS 26424     |
 GB2447|---------------------------------------------------------------------|
 GB2447
 GB2447                          SUPERSEDED SURVEY CONTROL
 GB2447
 GB2447  NAD 83(1995)-  36 31 14.31656(N)    085 34 05.25694(W) AD(       ) 2
 GB2447  NAD 83(1995)-  36 31 14.32401(N)    085 34 05.26181(W) AD(       ) 2
 GB2447  NAD 83(1986)-  36 31 14.32625(N)    085 34 05.26118(W) AD(       ) 2
 GB2447  NAD 27      -  36 31 14.10394(N)    085 34 05.36192(W) AD(       ) 2
 GB2447  NGVD 29 (07/19/86)  197.2    (m)          647.     (f) VERT ANG       
 GB2447
 GB2447.Superseded values are not recommended for survey control.
 GB2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2447.See file dsdata.txt to determine how the superseded data were derived.
 GB2447
 GB2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2820242651(NAD 83)
 GB2447_MARKER: DD = SURVEY DISK
 GB2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2447
 GB2447  HISTORY     - Date     Condition        Report By
 GB2447  HISTORY     - 1966     MONUMENTED       TNHD
 GB2447
 GB2447                          STATION DESCRIPTION
 GB2447
 GB2447'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2447'THE STATION IS ABOUT 4 MILES SOUTHWEST OF CELINA.
 GB2447'
 GB2447'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB2447'WEST FOR 0.45 MILE ON STATE ROUTE 52 TO A BRIDGE CROSSING THE
 GB2447'CUMBERLAND RIVER, CONTINUE WEST FOR 0.4 MILE TO A PAVED ROAD LEFT,
 GB2447'TURN LEFT, SOUTH, AND GO 3.0 MILES ON THE PAVED ROAD TO A BRIDGE,
 GB2447'CONTINUE ON THE PAVED ROAD FOR 1.4 MILES TO THE ARCOT CHURCH OF
 GB2447'CHRIST AND A GRAVELED ROAD ON THE LEFT, TURN LEFT, SOUTHWEST, AND
 GB2447'GO 0.9 MILE TO A CEMETERY AND THE STATION ON THE LEFT.
 GB2447'
 GB2447'THE STATION IS 19 FEET EAST OF THE CEMETERY FENCE CORNER, 15 FEET
 GB2447'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 3.9 FEET
 GB2447'NORTHEAST OF A METAL WITNESS POST AND SIGN AND 3 FEET NORTH OF A WIRE
 GB2447'FENCE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB2447'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED OVER 1966. THE
 GB2447'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GB2447'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2447'MONUMENT.
 GB2447'
 GB2447'REFERENCE MARK NO. 1 IS 19 FEET NORTHWEST OF A 30-INCH BEECH TREE, 17
 GB2447'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 GB2447'1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A STANDARD TENNESSEE
 GB2447'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2447'CONCRETE MONUMENT AND THE DISK IS STAMPED OVER RM-1 1966.
 GB2447'
 GB2447'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2447'THE GRAVELED ROAD, 22 FEET WEST OF THE CEMETERY FENCE CORNER,
 GB2447'2.7 FEET WEST OF THE NORTHWEST CORNER OF THE EAST BRICK PILLAR OF A
 GB2447'GATE AND 1.0 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF THE WEST
 GB2447'BRICK PILLAR OF THE GATE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB2447'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE
 GB2447'CONCRETE FOUNDATION OF THE GATE PILLARS AND THE DISK IS STAMPED OVER
 GB2447'RM-2 1966.
 GB2447'
 GB2447'THE AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GB2447'PAVED ROAD, 10 FEET WEST OF A WOODEN GATE POST, 1.8 FEET WEST OF
 GB2447'A METAL WITNESS POST AND SIGN AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 GB2447'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB2447'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2447'STAMPED OVER AZI. 1966.
 GB2447'
 GB2447'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CELINA, GO
 GB2447'SOUTHERLY ON STATE ROUTE 52 AND 53 FOR 1.3 MILES TO THE JUNCTION
 GB2447'OF STATE ROUTE 52 AND STATE ROUTE 53, TURN RIGHT AND GO 5.1 MILES ON
 GB2447'STATE ROUTE 53 TO A CHURCH ON THE LEFT AND A PAVED ROAD ON THE
 GB2447'RIGHT, TURN RIGHT AND GO 0.15 MILE ON THE PAVED ROAD TO A BRIDGE,
 GB2447'CONTINUE ON THE PAVED ROAD FOR 1.1 MILE TO THE MARK ON THE RIGHT
 GB2447'AT A CURVE LEFT.
 GB2447'
 GB2447'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2447'
 GB2447'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2495 ***********************************************************************
 GA2495  DESIGNATION -  OVER RM 1
 GA2495  PID         -  GA2495
 GA2495  STATE/COUNTY-  TN/CLAIBORNE
 GA2495  USGS QUAD   -  TAZEWELL (1971)
 GA2495
 GA2495                         *CURRENT SURVEY CONTROL
 GA2495  ___________________________________________________________________
 GA2495* NAD 83(1986)-  36 26 08.     (N)    083 36 41.     (W)     SCALED    
 GA2495* NAVD 88     -       458.835  (meters)    1505.36   (feet)  ADJUSTED  
 GA2495  ___________________________________________________________________
 GA2495  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2495  DYNAMIC HT  -         458.419 (meters)    1504.00  (feet)  COMP
 GA2495  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 GA2495
 GA2495  VERT ORDER  -  SECOND    CLASS 0
 GA2495
 GA2495.The horizontal coordinates were scaled from a topographic map and have
 GA2495.an estimated accuracy of +/- 6 seconds.
 GA2495
 GA2495.The orthometric height was determined by differential leveling
 GA2495.and adjusted by the National Geodetic Survey in June 1991..
 GA2495
 GA2495.The geoid height was determined by GEOID03.
 GA2495
 GA2495.The dynamic height is computed by dividing the NAVD 88
 GA2495.geopotential number by the normal gravity value computed on the
 GA2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2495.degrees latitude (g = 980.6199 gals.).
 GA2495
 GA2495.The modeled gravity was interpolated from observed gravity values.
 GA2495
 GA2495;                    North         East    Units  Estimated Accuracy
 GA2495;SPC TN       -   235,860.      814,160.      MT  (+/- 180 meters Scaled)
 GA2495
 GA2495                          SUPERSEDED SURVEY CONTROL
 GA2495
 GA2495  NGVD 29 (??/??/92)  458.937  (m)         1505.70   (f) ADJ UNCH    2 0
 GA2495
 GA2495.Superseded values are not recommended for survey control.
 GA2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2495.See file dsdata.txt to determine how the superseded data were derived.
 GA2495
 GA2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA659354(NAD 83)
 GA2495_MARKER: DD = SURVEY DISK
 GA2495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2495_SP_SET: UNDERPASS
 GA2495_STAMPING: OVER RM-1 1963
 GA2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2495
 GA2495  HISTORY     - Date     Condition        Report By
 GA2495  HISTORY     - 1963     MONUMENTED       TNHD
 GA2495  HISTORY     - 1964     GOOD             TNHD
 GA2495
 GA2495                          STATION DESCRIPTION
 GA2495
 GA2495'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2495'1 MI SW FROM NEW TAZEWELL.
 GA2495'THIS MARK IS LOCATED AT THE OVER 1963 STATION SITE, 25 FEET
 GA2495'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 12 FEET
 GA2495'NORTHEAST OF A HIGHWAY GUARDRAIL, 2 FEET NORTHEAST OF THE
 GA2495'SOUTHWEST END OF A BRIDGE HANDRAIL, AND 52 FEET EAST OF THE STATION.
 GA2495'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2495'FLUSH IN A DRILLED HOLE IN THE SOUTHWEST WING WALL OF THE SOUTHERN
 GA2495'RAILROAD UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2497 ***********************************************************************
 GA2497  DESIGNATION -  OVER RM 2
 GA2497  PID         -  GA2497
 GA2497  STATE/COUNTY-  TN/CLAIBORNE
 GA2497  USGS QUAD   -  TAZEWELL (1971)
 GA2497
 GA2497                         *CURRENT SURVEY CONTROL
 GA2497  ___________________________________________________________________
 GA2497* NAD 83(1986)-  36 26 08.     (N)    083 36 41.     (W)     SCALED    
 GA2497* NAVD 88     -       458.620  (meters)    1504.66   (feet)  ADJUSTED  
 GA2497  ___________________________________________________________________
 GA2497  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2497  DYNAMIC HT  -         458.204 (meters)    1503.29  (feet)  COMP
 GA2497  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 GA2497
 GA2497  VERT ORDER  -  SECOND    CLASS 0
 GA2497
 GA2497.The horizontal coordinates were scaled from a topographic map and have
 GA2497.an estimated accuracy of +/- 6 seconds.
 GA2497
 GA2497.The orthometric height was determined by differential leveling
 GA2497.and adjusted by the National Geodetic Survey in June 1991..
 GA2497
 GA2497.The geoid height was determined by GEOID03.
 GA2497
 GA2497.The dynamic height is computed by dividing the NAVD 88
 GA2497.geopotential number by the normal gravity value computed on the
 GA2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2497.degrees latitude (g = 980.6199 gals.).
 GA2497
 GA2497.The modeled gravity was interpolated from observed gravity values.
 GA2497
 GA2497;                    North         East    Units  Estimated Accuracy
 GA2497;SPC TN       -   235,860.      814,160.      MT  (+/- 180 meters Scaled)
 GA2497
 GA2497                          SUPERSEDED SURVEY CONTROL
 GA2497
 GA2497  NGVD 29 (??/??/92)  458.722  (m)         1504.99   (f) ADJ UNCH    2 0
 GA2497
 GA2497.Superseded values are not recommended for survey control.
 GA2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2497.See file dsdata.txt to determine how the superseded data were derived.
 GA2497
 GA2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA659354(NAD 83)
 GA2497_MARKER: DD = SURVEY DISK
 GA2497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2497_SP_SET: SIDEWALK
 GA2497_STAMPING: OVER RM-2 1963
 GA2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2497
 GA2497  HISTORY     - Date     Condition        Report By
 GA2497  HISTORY     - 1963     MONUMENTED       TNHD
 GA2497  HISTORY     - 1964     GOOD             TNHD
 GA2497
 GA2497                          STATION DESCRIPTION
 GA2497
 GA2497'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2497'1 MI SW FROM NEW TAZEWELL.
 GA2497'THIS MARK IS LOCATED AT THE OVER 1963 STATION SITE, 19 FEET
 GA2497'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 10 FEET
 GA2497'NORTHEAST OF A HIGHWAY GUARDRAIL, 3 FEET NORTHEAST OF THE SOUTHWEST
 GA2497'END OF A BRIDGE HANDRAIL AND 42 FEET NORTHEAST OF THE STATION.
 GA2497'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2497'FLUSH IN A DRILLED HOLE IN THE SIDEWALK OF THE SOUTHERN RAILROAD
 GA2497'UNDERPASS AT THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2533 ***********************************************************************
 FE2533  DESIGNATION -  OVERPASS
 FE2533  PID         -  FE2533
 FE2533  STATE/COUNTY-  TN/SHELBY
 FE2533  USGS QUAD   -  ARLINGTON (1973)
 FE2533
 FE2533                         *CURRENT SURVEY CONTROL
 FE2533  ___________________________________________________________________
 FE2533* NAD 83(1995)-  35 17 03.52562(N)    089 41 30.76734(W)     ADJUSTED  
 FE2533* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 FE2533  ___________________________________________________________________
 FE2533  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2533  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2533
 FE2533  HORZ ORDER  -  THIRD
 FE2533
 FE2533.The horizontal coordinates were established by classical geodetic methods
 FE2533.and adjusted by the National Geodetic Survey in April 1999..
 FE2533
 FE2533.The orthometric height was scaled from a topographic map.
 FE2533
 FE2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2533
 FE2533.The geoid height was determined by GEOID03.
 FE2533
 FE2533;                    North         East     Units Scale Factor Converg.
 FE2533;SPC TN       -   111,845.323   264,226.569   MT  0.99999412   -2 09 40.9
 FE2533;SPC TN       -   366,945.86    866,883.34   sFT  0.99999412   -2 09 40.9
 FE2533;UTM  16      - 3,907,896.409   255,183.974   MT  1.00033869   -1 33 20.5
 FE2533
 FE2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2533!SPC TN       -   0.99999127  x   0.99999412  =   0.99998539
 FE2533!UTM  16      -   0.99999127  x   1.00033869  =   1.00032995
 FE2533
 FE2533|---------------------------------------------------------------------|
 FE2533| PID    Reference Object                     Distance      Geod. Az  |
 FE2533|                                                           dddmmss.s |
 FE2533| CG4755 OVERPASS RM 2                        26.382 METERS 01232     |
 FE2533| FE2530 ARLINGTON RAD STA KIH 574 MAST      APPROX. 3.4 KM 0601020.2 |
 FE2533| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 3.0 KM 0820309.7 |
 FE2533| CG4753 OVERPASS AZ MK                                     1985043.2 |
 FE2533| CG4754 OVERPASS RM 1                        30.093 METERS 27824     |
 FE2533|---------------------------------------------------------------------|
 FE2533
 FE2533                          SUPERSEDED SURVEY CONTROL
 FE2533
 FE2533  NAD 83(1995)-  35 17 03.53124(N)    089 41 30.76812(W) AD(       ) 3
 FE2533  NAD 83(1995)-  35 17 03.53152(N)    089 41 30.76804(W) AD(       ) 3
 FE2533  NAD 83(1986)-  35 17 03.53719(N)    089 41 30.76813(W) AD(       ) 3
 FE2533  NAD 27      -  35 17 03.22500(N)    089 41 30.47350(W) AD(       ) 3
 FE2533
 FE2533.Superseded values are not recommended for survey control.
 FE2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2533.See file dsdata.txt to determine how the superseded data were derived.
 FE2533
 FE2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5518407896(NAD 83)
 FE2533_MARKER: DS = TRIANGULATION STATION DISK
 FE2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2533
 FE2533  HISTORY     - Date     Condition        Report By
 FE2533  HISTORY     - 1958     MONUMENTED       CGS
 FE2533
 FE2533                          STATION DESCRIPTION
 FE2533
 FE2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2533'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF ARLINGTON ON THE
 FE2533'ROAD RIGHT-OF-WAY PROPERTY AND SOUTHWEST OF THE ILLINOIS
 FE2533'CENTRAL RAILROAD OVERPASS.  IT IS 140 FEET SOUTHWEST OF THE SOUTHWEST
 FE2533'CORNER OF THE OVERPASS, 66 FEET WEST OF THE CENTERLINE OF U.S.
 FE2533'HIGHWAY 70 AND 79, 5 FEET SOUTHWEST OF A WHITE WITNESS POST AND 89
 FE2533'FEET SOUTH OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 FE2533'DISK IS STAMPED OVERPASS 1958.
 FE2533'
 FE2533'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70, 79 AND
 FE2533'COLLIERVILLE-ARLINGTON ROAD IN ARLINGTON, GO SOUTHWEST ON U.S.
 FE2533'HIGHWAY 70 AND 79 FOR 2.05 MILES TO THE STATION ON THE RIGHT.
 FE2533'
 FE2533'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 FE2533'HIGHWAY 70 AND 79 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 FE2533'
 FE2533'REFERENCE MARK 1 IS 23 FEET EAST OF A TELEPHONE POLE AND 6 FEET SOUTH
 FE2533'OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK.  THE
 FE2533'MONUMENT IS FLUSH AND THE DISK IS STAMPED OVERPASS NO 1 1958.
 FE2533'
 FE2533'REFERENCE MARK 2 IS 2 FEET SOUTH OF A TELEPHONE POLE, 75 FEET WEST OF
 FE2533'THE CENTERLINE OF HIGHWAY 70 AND 79 AND 51 FEET SOUTH OF THE SOUTH
 FE2533'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK.  THE MONUMENT IS FLUSH
 FE2533'AND THE DISK IS STAMPED OVERPASS NO 2 1958.
 FE2533'
 FE2533'THE AZIMUTH MARK IS 15 FEET NORTHWEST OF A FENCE CORNER, 56 FEET
 FE2533'NORTHWEST OF THE CENTERLINE OF HIGHWAY 70 AND 79, 1 FOOT SOUTH OF
 FE2533'A FENCE AND 15 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2533'FLUSH AND THE DISK IS STAMPED OVERPASS 1958.
 FE2533'
 FE2533'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1208 ***********************************************************************
 FE1208  DESIGNATION -  OVERTON
 FE1208  PID         -  FE1208
 FE1208  STATE/COUNTY-  TN/SHELBY
 FE1208  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1208
 FE1208                         *CURRENT SURVEY CONTROL
 FE1208  ___________________________________________________________________
 FE1208* NAD 83(1995)-  35 08 56.31906(N)    089 58 58.02833(W)     ADJUSTED  
 FE1208* NAVD 88     -        85.132  (meters)     279.30   (feet)  ADJUSTED  
 FE1208  ___________________________________________________________________
 FE1208  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE1208  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1208  DYNAMIC HT  -          85.054 (meters)     279.05  (feet)  COMP
 FE1208  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE1208
 FE1208  HORZ ORDER  -  SECOND
 FE1208  VERT ORDER  -  SECOND    CLASS 0
 FE1208
 FE1208.The horizontal coordinates were established by classical geodetic methods
 FE1208.and adjusted by the National Geodetic Survey in April 1999..
 FE1208
 FE1208.The orthometric height was determined by differential leveling
 FE1208.and adjusted by the National Geodetic Survey in June 1991..
 FE1208
 FE1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1208
 FE1208.The geoid height was determined by GEOID03.
 FE1208
 FE1208.The dynamic height is computed by dividing the NAVD 88
 FE1208.geopotential number by the normal gravity value computed on the
 FE1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1208.degrees latitude (g = 980.6199 gals.).
 FE1208
 FE1208.The modeled gravity was interpolated from observed gravity values.
 FE1208
 FE1208;                    North         East     Units Scale Factor Converg.
 FE1208;SPC TN       -    97,880.328   237,172.130   MT  1.00001936   -2 19 54.1
 FE1208;SPC TN       -   321,129.04    778,122.23   sFT  1.00001936   -2 19 54.1
 FE1208;UTM  16      - 3,893,638.491   228,268.401   MT  1.00051010   -1 43 05.7
 FE1208;UTM  15      - 3,893,733.152   774,869.031   MT  1.00053124   +1 44 17.2
 FE1208
 FE1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1208!SPC TN       -   0.99999092  x   1.00001936  =   1.00001028
 FE1208!UTM  16      -   0.99999092  x   1.00051010  =   1.00050102
 FE1208!UTM  15      -   0.99999092  x   1.00053124  =   1.00052216
 FE1208
 FE1208:                Primary Azimuth Mark                     Grid Az
 FE1208:SPC TN       -  EGYPT                                    005 49 52.9
 FE1208:UTM  16      -  EGYPT                                    005 13 04.5
 FE1208:UTM  15      -  EGYPT                                    001 45 41.6
 FE1208
 FE1208|---------------------------------------------------------------------|
 FE1208| PID    Reference Object                     Distance      Geod. Az  |
 FE1208|                                                           dddmmss.s |
 FE1208| FE2574 EGYPT                               APPROX.10.4 KM 0032958.8 |
 FE1208| FE1209 OVERTON RM 1                         37.597 METERS 14737     |
 FE1208| FE1210 OVERTON AZ MK                                      1845536.2 |
 FE1208| FE1207 OVERTON RM 2                         27.924 METERS 30511     |
 FE1208|---------------------------------------------------------------------|
 FE1208
 FE1208                          SUPERSEDED SURVEY CONTROL
 FE1208
 FE1208  NAD 83(1995)-  35 08 56.32154(N)    089 58 58.02781(W) AD(       ) 2
 FE1208  NAD 83(1995)-  35 08 56.32458(N)    089 58 58.02813(W) AD(       ) 2
 FE1208  NAD 83(1986)-  35 08 56.32945(N)    089 58 58.02938(W) AD(       ) 2
 FE1208  NAD 27      -  35 08 56.00740(N)    089 58 57.70640(W) AD(       ) 2
 FE1208  NGVD 29 (??/??/??)   85.105  (m)          279.22   (f) ADJUSTED    2 0
 FE1208
 FE1208.Superseded values are not recommended for survey control.
 FE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1208.See file dsdata.txt to determine how the superseded data were derived.
 FE1208
 FE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2826893638(NAD 83)
 FE1208_MARKER: DS = TRIANGULATION STATION DISK
 FE1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1208_STAMPING: OVERTON 1957
 FE1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1208+STABILITY: SURFACE MOTION
 FE1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1208+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1208
 FE1208  HISTORY     - Date     Condition        Report By
 FE1208  HISTORY     - 1957     MONUMENTED       CGS
 FE1208  HISTORY     - 1959     GOOD             CGS
 FE1208  HISTORY     - 1959     GOOD             CGS
 FE1208  HISTORY     - 19940813 GOOD             TN1620
 FE1208  HISTORY     - 20021015 GOOD             USACE
 FE1208
 FE1208                          STATION DESCRIPTION
 FE1208
 FE1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE1208'THE STATION IS IN MEMPHIS AND IS NEAR THE NORTHEAST CORNER OF OVERTON
 FE1208'PARK.  IT IS 46 FEET NORTHEAST OF A 48 INCH OAK TREE, 64 FEET EAST
 FE1208'OF A PAVED DRIVE THROUGH THE PARK, 82 FEET NORTH OF A BUSS FREEWAY,
 FE1208'27 FEET NORTH OF A 3 INCH LOCUST TREE WITH A TRIANGULAR BLAZE ON THE
 FE1208'EAST SIDE OF IT AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 FE1208'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED OVERTON 1957.
 FE1208'
 FE1208'TO REACH THE STATION FROM THE INTERSECTION OF NORTH PARKWAY AND EAST
 FE1208'PARKWAY NORTH IN THE EASTERN SECTION OF MEMPHIS, GO SOUTH ON EAST
 FE1208'PARKWAY NORTH FOR ABOUT 100 FEET.  TURN RIGHT, WEST AND GO ABOUT 150
 FE1208'FEET TO A PAVED DRIVE SOUTH.  TURN LEFT, SOUTH AND GO 0.15 MILE TO
 FE1208'THE BUSS FREEWAY AND THE STATION ON THE LEFT, EAST SIDE OF THE DRIVE.
 FE1208'
 FE1208'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE DRIVE FOR
 FE1208'0.15 MILE TO A DRIVE TO THE LEFT.  TURN LEFT, EAST AND GO 0.05 MILE
 FE1208'TO A WOODEN BANDSTAND AND THE AZIMUTH MARK AS IT IS DESCRIBED BELOW.
 FE1208'
 FE1208'REFERENCE MARK 1 IS 22 FEET WEST OF A POWERLINE POLE, 14 FEET SOUTH
 FE1208'OF THE BUSS FREEWAY AND 1 FOOT SOUTH OF THE CURB OF THE FREEWAY.
 FE1208'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OVERTON NO 1 1957.
 FE1208'
 FE1208'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE PARK DRIVE,
 FE1208'1 FOOT WEST OF A 17 INCH OAK TREE AND 15 FEET NORTHWEST OF AN 18
 FE1208'INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OVERTON
 FE1208'NO 2 1957.
 FE1208'
 FE1208'THE AZIMUTH MARK IS 4 FEET NORTHEAST OF A WHITE WITNESS POST, 32 FEET
 FE1208'WEST OF A 3 FOOT OAK TREE, 3 FEET NORTH OF A 6 INCH LOCUST TREE
 FE1208'AND 42 FEET NORTH OF THE CENTER OF THE ENTRANCE STEPS TO THE
 FE1208'BANDSTAND.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE1208'OVERTON 1957.
 FE1208'
 FE1208'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 FE1208
 FE1208                          STATION RECOVERY (1959)
 FE1208
 FE1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1208'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE1208'THE DESCRIPTION IS COMPLETELY ADEQUATE.
 FE1208
 FE1208                          STATION RECOVERY (1959)
 FE1208
 FE1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1208'IN MEMPHIS.
 FE1208'THE STATION IS NEAR THE NORTHEAST CORNER OF OVERTON PARK.  IT IS
 FE1208'46 FEET NORTHEAST OF A 48 INCH OAK TREE, 64 FEET EAST OF A PAVED
 FE1208'DRIVE THROUGH THE PARK, 82 FEET NORTH OF A BUS FREEWAY, 27 FEET
 FE1208'SOUTHEAST OF A 3 INCH LOCUST TREE WITH A TRIANGULAR BLAZE ON IT
 FE1208'AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST.  TO REACH THE STATION
 FE1208'FROM THE INTERSECTION OF NORTH PARKWAY AND EAST PARKWAY NORTH
 FE1208'IN THE EASTERN PART OF MEMPHIS, GO SOUTH ON EAST PARKWAY NORTH
 FE1208'FOR ABOUT 100 FEET.  TURN RIGHT, WEST AND GO ABOUT 150 FEET TO A
 FE1208'PAVED DRIVE SOUTH.  TURN LEFT, SOUTH AND GO 0.15 MILE TO THE BUS
 FE1208'FREEWAY AND THE STATION ON EAST SIDE OF DRIVE.  IT IS 1.1 MILES
 FE1208'EAST OF STATION GALLOWAY.  IT IS A STANDARD STATION DISK SET IN
 FE1208'THE TOP OF A CONCRETE MONUMENT.
 FE1208
 FE1208                          STATION RECOVERY (1994)
 FE1208
 FE1208'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1208'RECOVERED IN GOOD CONDITION.
 FE1208
 FE1208                          STATION RECOVERY (2002)
 FE1208
 FE1208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1210 ***********************************************************************
 FE1210  DESIGNATION -  OVERTON AZ MK
 FE1210  PID         -  FE1210
 FE1210  STATE/COUNTY-  TN/SHELBY
 FE1210  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1210
 FE1210                         *CURRENT SURVEY CONTROL
 FE1210  ___________________________________________________________________
 FE1210* NAD 83(1986)-  35 08 56.     (N)    089 58 57.     (W)     SCALED    
 FE1210* NAVD 88     -        89.251  (meters)     292.82   (feet)  ADJUSTED  
 FE1210  ___________________________________________________________________
 FE1210  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1210  DYNAMIC HT  -          89.169 (meters)     292.55  (feet)  COMP
 FE1210  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE1210
 FE1210  VERT ORDER  -  SECOND    CLASS 0
 FE1210
 FE1210.The horizontal coordinates were scaled from a topographic map and have
 FE1210.an estimated accuracy of +/- 6 seconds.
 FE1210
 FE1210.The orthometric height was determined by differential leveling
 FE1210.and adjusted by the National Geodetic Survey in June 1991..
 FE1210
 FE1210.The geoid height was determined by GEOID03.
 FE1210
 FE1210.The dynamic height is computed by dividing the NAVD 88
 FE1210.geopotential number by the normal gravity value computed on the
 FE1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1210.degrees latitude (g = 980.6199 gals.).
 FE1210
 FE1210.The modeled gravity was interpolated from observed gravity values.
 FE1210
 FE1210;                    North         East    Units  Estimated Accuracy
 FE1210;SPC TN       -    97,870.      237,200.      MT  (+/- 180 meters Scaled)
 FE1210
 FE1210                          SUPERSEDED SURVEY CONTROL
 FE1210
 FE1210  NGVD 29 (??/??/??)   89.224  (m)          292.73   (f) ADJUSTED    2 0
 FE1210
 FE1210.Superseded values are not recommended for survey control.
 FE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1210.See file dsdata.txt to determine how the superseded data were derived.
 FE1210
 FE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD282936(NAD 83)
 FE1210_MARKER: DZ = AZIMUTH MARK DISK
 FE1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1210_STAMPING: OVERTON 1957
 FE1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1210+STABILITY: SURFACE MOTION
 FE1210
 FE1210  HISTORY     - Date     Condition        Report By
 FE1210  HISTORY     - 1957     MONUMENTED       CGS
 FE1210  HISTORY     - 1959     GOOD             CGS
 FE1210  HISTORY     - 19940813 GOOD             TN1620
 FE1210  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1210
 FE1210                          STATION DESCRIPTION
 FE1210
 FE1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1210'IN MEMPHIS.
 FE1210'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH ON THE PARK DRIVE
 FE1210'FOR 0.15 MILE TO A DRIVE ON THE LEFT, TURN LEFT, EAST, AND GO
 FE1210'0.05 MILE TO A WOODEN BANDSTAND AND THE AZIMUTH MARK.  THE MARK
 FE1210'IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 FE1210'ABOVE THE GROUND.  IT IS 32 FEET WEST OF A 3-FOOT OAK TREE, 42
 FE1210'FEET NORTH OF THE STEPS TO THE BANDSTAND, 4 FEET NORTHWEST OF
 FE1210'A WHITE WITNESS POST, 3 FEET NORTH OF A 6-INCH LOCUST TREE.
 FE1210'IT IS ABOUT 0.2 MILE SOUTH OF THE STATION.
 FE1210
 FE1210                          STATION RECOVERY (1994)
 FE1210
 FE1210'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1210'RECOVERED IN GOOD CONDITION.
 FE1210
 FE1210                          STATION RECOVERY (2002)
 FE1210
 FE1210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1209 ***********************************************************************
 FE1209  DESIGNATION -  OVERTON RM 1
 FE1209  PID         -  FE1209
 FE1209  STATE/COUNTY-  TN/SHELBY
 FE1209  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1209
 FE1209                         *CURRENT SURVEY CONTROL
 FE1209  ___________________________________________________________________
 FE1209* NAD 83(1986)-  35 08 56.     (N)    089 58 58.     (W)     SCALED    
 FE1209* NAVD 88     -        85.531  (meters)     280.61   (feet)  ADJUSTED  
 FE1209  ___________________________________________________________________
 FE1209  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1209  DYNAMIC HT  -          85.453 (meters)     280.36  (feet)  COMP
 FE1209  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE1209
 FE1209  VERT ORDER  -  SECOND    CLASS 0
 FE1209
 FE1209.The horizontal coordinates were scaled from a topographic map and have
 FE1209.an estimated accuracy of +/- 6 seconds.
 FE1209
 FE1209.The orthometric height was determined by differential leveling
 FE1209.and adjusted by the National Geodetic Survey in June 1991..
 FE1209
 FE1209.The geoid height was determined by GEOID03.
 FE1209
 FE1209.The dynamic height is computed by dividing the NAVD 88
 FE1209.geopotential number by the normal gravity value computed on the
 FE1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1209.degrees latitude (g = 980.6199 gals.).
 FE1209
 FE1209.The modeled gravity was interpolated from observed gravity values.
 FE1209
 FE1209;                    North         East    Units  Estimated Accuracy
 FE1209;SPC TN       -    97,870.      237,170.      MT  (+/- 180 meters Scaled)
 FE1209
 FE1209                          SUPERSEDED SURVEY CONTROL
 FE1209
 FE1209  NGVD 29 (??/??/??)   85.504  (m)          280.52   (f) ADJUSTED    2 0
 FE1209
 FE1209.Superseded values are not recommended for survey control.
 FE1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1209.See file dsdata.txt to determine how the superseded data were derived.
 FE1209
 FE1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD282936(NAD 83)
 FE1209_MARKER: DR = REFERENCE MARK DISK
 FE1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1209_STAMPING: OVERTON NO 1 1957
 FE1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1209+STABILITY: SURFACE MOTION
 FE1209
 FE1209  HISTORY     - Date     Condition        Report By
 FE1209  HISTORY     - 1957     MONUMENTED       CGS
 FE1209  HISTORY     - 1959     GOOD             CGS
 FE1209  HISTORY     - 19940813 MARK NOT FOUND   TN1620
 FE1209
 FE1209                          STATION DESCRIPTION
 FE1209
 FE1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1209'IN MEMPHIS.
 FE1209'IT IS LOCATED AT THE STATION SITE, AND IS 22 FEET WEST OF A
 FE1209'POWERLINE POLE, 14 FEET SOUTH OF THE BUS FREEWAY, 1 FOOT SOUTH
 FE1209'OF THE CURB OF THE BUS FREEWAY, 123.4 FEET SOUTHEAST OF THE
 FE1209'STATION MARK.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP
 FE1209'OF A CONCRETE MONUMENT WHICH IS FLUSH.
 FE1209
 FE1209                          STATION RECOVERY (1994)
 FE1209
 FE1209'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1207 ***********************************************************************
 FE1207  DESIGNATION -  OVERTON RM 2
 FE1207  PID         -  FE1207
 FE1207  STATE/COUNTY-  TN/SHELBY
 FE1207  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1207
 FE1207                         *CURRENT SURVEY CONTROL
 FE1207  ___________________________________________________________________
 FE1207* NAD 83(1986)-  35 08 55.     (N)    089 58 58.     (W)     SCALED    
 FE1207* NAVD 88     -        84.723  (meters)     277.96   (feet)  ADJUSTED  
 FE1207  ___________________________________________________________________
 FE1207  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1207  DYNAMIC HT  -          84.646 (meters)     277.71  (feet)  COMP
 FE1207  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE1207
 FE1207  VERT ORDER  -  SECOND    CLASS 0
 FE1207
 FE1207.The horizontal coordinates were scaled from a topographic map and have
 FE1207.an estimated accuracy of +/- 6 seconds.
 FE1207
 FE1207.The orthometric height was determined by differential leveling
 FE1207.and adjusted by the National Geodetic Survey in June 1991..
 FE1207
 FE1207.The geoid height was determined by GEOID03.
 FE1207
 FE1207.The dynamic height is computed by dividing the NAVD 88
 FE1207.geopotential number by the normal gravity value computed on the
 FE1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1207.degrees latitude (g = 980.6199 gals.).
 FE1207
 FE1207.The modeled gravity was interpolated from observed gravity values.
 FE1207
 FE1207;                    North         East    Units  Estimated Accuracy
 FE1207;SPC TN       -    97,840.      237,170.      MT  (+/- 180 meters Scaled)
 FE1207
 FE1207                          SUPERSEDED SURVEY CONTROL
 FE1207
 FE1207  NGVD 29 (??/??/??)   84.697  (m)          277.88   (f) ADJUSTED    2 0
 FE1207
 FE1207.Superseded values are not recommended for survey control.
 FE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1207.See file dsdata.txt to determine how the superseded data were derived.
 FE1207
 FE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD282935(NAD 83)
 FE1207_MARKER: DR = REFERENCE MARK DISK
 FE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1207_STAMPING: OVERTON NO 2 1957
 FE1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1207+STABILITY: SURFACE MOTION
 FE1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1207+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1207
 FE1207  HISTORY     - Date     Condition        Report By
 FE1207  HISTORY     - 1957     MONUMENTED       CGS
 FE1207  HISTORY     - 1959     GOOD             CGS
 FE1207  HISTORY     - 19940913 GOOD             TN1620
 FE1207  HISTORY     - 19971213 GOOD             TN1620
 FE1207  HISTORY     - 20021015 GOOD             USACE
 FE1207
 FE1207                          STATION DESCRIPTION
 FE1207
 FE1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1207'IN MEMPHIS.
 FE1207'IT IS LOCATED AT THE STATION SITE, AND IS 30 FEET WEST OF THE
 FE1207'CENTERLINE OF THE PARK DRIVE, 1 FOOT WEST OF A 17 INCH OAK TREE,
 FE1207'15 FEET NORTHWEST OF AN 18 INCH OAK TREE, 91.6 FEET NORTHWEST OF
 FE1207'THE STATION MARK.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP
 FE1207'OF A CONCRETE MONUMENT WHICH IS FLUSH.
 FE1207
 FE1207                          STATION RECOVERY (1994)
 FE1207
 FE1207'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1207'RECOVERED IN GOOD CONDITION.
 FE1207
 FE1207                          STATION RECOVERY (1997)
 FE1207
 FE1207'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE1207'RECOVERED IN GOOD CONDITION.
 FE1207
 FE1207                          STATION RECOVERY (2002)
 FE1207
 FE1207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1667 ***********************************************************************
 FC1667  DESIGNATION -  OWEN
 FC1667  PID         -  FC1667
 FC1667  STATE/COUNTY-  TN/MONROE
 FC1667  USGS QUAD   -  SWEETWATER (1989)
 FC1667
 FC1667                         *CURRENT SURVEY CONTROL
 FC1667  ___________________________________________________________________
 FC1667* NAD 83(1995)-  35 36 30.78992(N)    084 29 39.81904(W)     ADJUSTED  
 FC1667* NAVD 88     -       375.7    (meters)    1233.     (feet)  VERTCON   
 FC1667  ___________________________________________________________________
 FC1667  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FC1667  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC1667
 FC1667  HORZ ORDER  -  FIRST
 FC1667
 FC1667.The horizontal coordinates were established by classical geodetic methods
 FC1667.and adjusted by the National Geodetic Survey in April 1999..
 FC1667
 FC1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1667
 FC1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1667
 FC1667.The geoid height was determined by GEOID03.
 FC1667
 FC1667;                    North         East     Units Scale Factor Converg.
 FC1667;SPC TN       -   142,533.687   736,407.301   MT  0.99995610   +0 52 53.2
 FC1667;SPC TN       -   467,629.27  2,416,029.62   sFT  0.99995610   +0 52 53.2
 FC1667;UTM  16      - 3,943,423.157   726,958.511   MT  1.00023480   +1 27 34.2
 FC1667
 FC1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1667!SPC TN       -   0.99994581  x   0.99995610  =   0.99990191
 FC1667!UTM  16      -   0.99994581  x   1.00023480  =   1.00018060
 FC1667
 FC1667:                Primary Azimuth Mark                     Grid Az
 FC1667:SPC TN       -  LITTLE BALD                              098 38 54.6
 FC1667:UTM  16      -  LITTLE BALD                              098 04 13.6
 FC1667
 FC1667|---------------------------------------------------------------------|
 FC1667| PID    Reference Object                     Distance      Geod. Az  |
 FC1667|                                                           dddmmss.s |
 FC1667| FB2636 LITTLE BALD                         APPROX.57.8 KM 0993147.8 |
 FC1667| FC1691 LITTLE FODDERSTACK                  APPROX.46.8 KM 1115220.8 |
 FC1667| FC1690 BIG FODDERSTACK                     APPROX.47.6 KM 1170358.8 |
 FC1667| FC1825 HINCH MOUNTAIN RESET                APPROX.47.8 KM 2934549.8 |
 FC1667|---------------------------------------------------------------------|
 FC1667
 FC1667                          SUPERSEDED SURVEY CONTROL
 FC1667
 FC1667  NAD 83(1995)-  35 36 30.79606(N)    084 29 39.81944(W) AD(       ) 1
 FC1667  NAD 83(1986)-  35 36 30.80152(N)    084 29 39.81777(W) AD(       ) 1
 FC1667  NAD 27      -  35 36 30.53500(N)    084 29 40.07400(W) AD(       ) 1
 FC1667  NGVD 29 (07/19/86)  375.8    (m)         1233.     (f) VERT ANG       
 FC1667
 FC1667.Superseded values are not recommended for survey control.
 FC1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1667.See file dsdata.txt to determine how the superseded data were derived.
 FC1667
 FC1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2695943423(NAD 83)
 FC1667_MARKER: X = CHISELED CROSS
 FC1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1667_MARK LOGO: USGS  
 FC1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1667+STABILITY: SURFACE MOTION
 FC1667
 FC1667  HISTORY     - Date     Condition        Report By
 FC1667  HISTORY     - 1884     MONUMENTED       CGS
 FC1667  HISTORY     - 1934     GOOD             CGS
 FC1667  HISTORY     - 1949     GOOD             TVA
 FC1667
 FC1667                          STATION DESCRIPTION
 FC1667
 FC1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (AHB)
 FC1667'ABOUT 2-1/2 MILES NORTHWEST OF SWEETWATER, NEAR CENTER OF SEC 33, T.
 FC1667'2S., R. 1E. (HIWASSEE DISTRICT SURVEY), AND IN NORTHWEST
 FC1667'CORNER OF FIELD OWNED (IN 1934) BY ISAAC WALKER. TO REACH FROM
 FC1667'SOUTHERN RAILWAY STATION IN SWEETWATER, GO NORTHEAST
 FC1667'0.7 MILE ON MAIN STREET TO JUNCTION OF THREE ROADS, TURN LEFT (WEST)
 FC1667'ONTO COUNTY ROAD AND GO 1.7 MILES TO TOP OF RIDGE. STATION
 FC1667'IS ABOUT 1/2 MILE SOUTHWEST. SURFACE MARK IS INTERSECTION OF NORTH-
 FC1667'SOUTH AND EAST-WEST GROOVES SURROUNDED BY LETTERS U. S. G.
 FC1667'S. CUT IN TOP OF STONE POST, 12 BY 8 INCHES AT TOP AND 3-1/2
 FC1667'FEET LONG, PROJECTING ABOUT 4 INCHES ABOVE GROUND. UNDERGROUND MARK
 FC1667'IS CENTER OF BROKEN GLASS GOBLET BURIED ABOUT 3-1/2 FEET BELOW
 FC1667'SURFACE OF GROUND.
 FC1667
 FC1667                          STATION RECOVERY (1949)
 FC1667
 FC1667'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1667'STATION WAS RECOVERED IN GOOD CONDITION. A CHISELIED CROSS ON ROCK.
 FC1667'STEEL POST WITH CONTROL MARKER SIGN SET AT THE N EDGE OF
 FC1667'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2479 ***********************************************************************
 FE2479  DESIGNATION -  OWENS
 FE2479  PID         -  FE2479
 FE2479  STATE/COUNTY-  TN/HARDEMAN
 FE2479  USGS QUAD   -  MIDDLEBURG (1980)
 FE2479
 FE2479                         *CURRENT SURVEY CONTROL
 FE2479  ___________________________________________________________________
 FE2479* NAD 83(1995)-  35 13 56.28254(N)    089 01 56.67479(W)     ADJUSTED  
 FE2479* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 FE2479  ___________________________________________________________________
 FE2479  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FE2479  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2479
 FE2479  HORZ ORDER  -  SECOND
 FE2479
 FE2479.The horizontal coordinates were established by classical geodetic methods
 FE2479.and adjusted by the National Geodetic Survey in April 1999..
 FE2479
 FE2479.The orthometric height was scaled from a topographic map.
 FE2479
 FE2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2479
 FE2479.The geoid height was determined by GEOID03.
 FE2479
 FE2479;                    North         East     Units Scale Factor Converg.
 FE2479;SPC TN       -   104,017.051   324,004.785   MT  1.00000317   -1 46 31.1
 FE2479;SPC TN       -   341,262.61  1,063,005.70   sFT  1.00000317   -1 46 31.1
 FE2479;UTM  16      - 3,900,697.652   315,051.841   MT  1.00002157   -1 10 22.1
 FE2479
 FE2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2479!SPC TN       -   0.99997848  x   1.00000317  =   0.99998165
 FE2479!UTM  16      -   0.99997848  x   1.00002157  =   1.00000005
 FE2479
 FE2479:                Primary Azimuth Mark                     Grid Az
 FE2479:SPC TN       -  BOLIVAR WESTERN ST HOSP SPIRE            007 53 49.3
 FE2479:UTM  16      -  BOLIVAR WESTERN ST HOSP SPIRE            007 17 40.3
 FE2479
 FE2479|---------------------------------------------------------------------|
 FE2479| PID    Reference Object                     Distance      Geod. Az  |
 FE2479|                                                           dddmmss.s |
 FE2479| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       APPROX. 4.8 KM 0060718.2 |
 FE2479| CG4758 OWENS RM 1                           40.630 METERS 01537     |
 FE2479| CG4756 OWENS AZ MK                                        0464731.9 |
 FE2479| CG4757 OWENS AZ MK RESET                                  0472532.0 |
 FE2479| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX. 4.5 KM 0525512.3 |
 FE2479| FE2281 BOLIVAR EPIS CH WHITE SPIRE         APPROX. 4.7 KM 0570729.6 |
 FE2479| FE2477 HICKORY VALLEY LOT WT 10            APPROX. 9.4 KM 2281655.8 |
 FE2479| CG4759 OWENS RM 2                           64.313 METERS 25044     |
 FE2479| FE2480 OWENS RM 3 RESET                     32.721 METERS 30307     |
 FE2479| CG4762 OWENS RM 4                           34.027 METERS 35337     |
 FE2479|---------------------------------------------------------------------|
 FE2479
 FE2479                          SUPERSEDED SURVEY CONTROL
 FE2479
 FE2479  NAD 83(1995)-  35 13 56.28653(N)    089 01 56.67533(W) AD(       ) 2
 FE2479  NAD 83(1995)-  35 13 56.28951(N)    089 01 56.67684(W) AD(       ) 2
 FE2479  NAD 83(1986)-  35 13 56.29444(N)    089 01 56.67502(W) AD(       ) 2
 FE2479  NAD 27      -  35 13 55.99400(N)    089 01 56.45100(W) AD(       ) 2
 FE2479
 FE2479.Superseded values are not recommended for survey control.
 FE2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2479.See file dsdata.txt to determine how the superseded data were derived.
 FE2479
 FE2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1505200698(NAD 83)
 FE2479_MARKER: DS = TRIANGULATION STATION DISK
 FE2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2479
 FE2479  HISTORY     - Date     Condition        Report By
 FE2479  HISTORY     - 1934     MONUMENTED       CGS
 FE2479  HISTORY     - 1958     GOOD             CGS
 FE2479  HISTORY     - 1967     GOOD             CGS
 FE2479
 FE2479                          STATION DESCRIPTION
 FE2479
 FE2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2479'ABOUT 2.5 MILES SOUTHWEST OF BOLIVAR.  TO REACH FROM RAILROAD
 FE2479'CROSSING ON ROUTES 15 AND 64 IN BOLIVAR, GO WEST 0.3 MILE ON ROUTE
 FE2479'64 TO GRAVEL ROAD ON LEFT (ROUTE 18), TURN LEFT ONTO ROUTE 18 AND GO
 FE2479'2.4 MILES TO STATION SITE ON BANK ABOUT 8 FEET HIGHER THAN AND 44
 FE2479'FEET SOUTHEAST OF CENTER OF ROUTE 18, ON PROPERTY OF HUGH OWENS,
 FE2479'ABOUT 40 YARDS SOUTHWEST OF INTERSECTION OF OLD AND NEW ROUTE 18,
 FE2479'AND 25 YARDS WEST OF TELEPHONE LINE.  SURFACE MARK IS STANDARD
 FE2479'STATION DISK IN CONCRETE.  UNDERGROUND MARK IS COPPER
 FE2479'BOLT IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2479'REFERENCE DISKS IN CONCRETE.  NO. 1 IS AT SOUTH EDGE OF
 FE2479'CULTIVATED FIELD, ABOUT 7 FEET HIGHER THAN AND 25 FEET NORTH OF
 FE2479'CENTER OF ROUTE 18, AND 133.3 FEET FROM STATION N 15 DEG 38 MIN E.
 FE2479'NO. 2 IS ON BANK ABOUT 7 FEET HIGHER THAN AND 40 FEET
 FE2479'NORTH OF CENTER OF ROUTE 18 AND 211.0 FEET FROM STATION S 70 DEG 44
 FE2479'MIN W.  AZIMUTH MARK IS 27 FEET NORTHWEST OF CENTER OF ROUTE
 FE2479'18, 9 FEET SOUTH OF TELEPHONE LINE, ABOUT 35 YARDS SOUTHWEST OF
 FE2479'INTERSECTION OF OLD AND NEW ROUTES 18, AND 0.7 MILE FROM STATION
 FE2479'N 46 DEG 48 MIN E.
 FE2479
 FE2479                          STATION RECOVERY (1958)
 FE2479
 FE2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2479'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FE2479'REFERENCE MARKS 1 AND 2 WERE DESTROYED.  THE AZIMUTH MARK WAS
 FE2479'DESTROYED.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE
 FE2479'ESTABLISHED AT THIS TIME.  THE TOWER COULD NOT BE ERECTED OVER THE
 FE2479'STATION MARK BECAUSE OF A POWER LINE BEING OVERHEAD AND WAS BUILT
 FE2479'ECCENTRIC OVER REFERENCE MARK 3 AND OCCUPIED.  THE TO REACH HAS
 FE2479'CHANGED BECAUSE STATE HIGHWAY 18 HAS BEEN CHANGED AND IT IS NOW A
 FE2479'PAVED ROAD INSTEAD OF A GRAVELED ROAD AS IT WAS IN THE 1934
 FE2479'DESCRIPTION.  THE REFERENCE MEASUREMENTS TO THE STATION FROM THE
 FE2479'CENTERLINE OF HIGHWAY 18 CHECKED.  THE MEASUREMENT TO THE
 FE2479'INTERSECTION OF THE OLD AND NEW ROUTE 18 CHECKED.  THE STATION IS 93
 FE2479'FEET EAST OF A TELEPHONE POLE INSTEAD OF 25 YARDS WEST OF A
 FE2479'TELEPHONE LINE AS IT WAS IN THE 1934 DESCRIPTION.  THE MONUMENT
 FE2479'PROJECTS 8 INCHES AND THE DISK IS STAMPED OWENS 1934.
 FE2479'
 FE2479'A NEW TO REACH FOLLOWS.
 FE2479'
 FE2479'TO REACH THE STATION FROM THE COURTHOUSE IN BOLIVAR, GO WEST ON U.S.
 FE2479'HIGHWAY 64 AND STATE HIGHWAY 18 FOR 0.6 MILE.  TURN LEFT AND GO
 FE2479'SOUTH-SOUTHWEST ON HIGHWAY 18 FOR 2.2 MILES TO THE AZIMUTH MARK ON
 FE2479'THE LEFT.  CONTINUE SOUTH-SOUTHWEST ON HIGHWAY 18 FOR 0.3 MILE TO
 FE2479'THE STATION ON THE LEFT.
 FE2479'
 FE2479'REFERENCE MARK 3 IS 61 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 FE2479'18, 49 FEET NORTH OF A TELEPHONE POLE AND 3 FEET NORTH OF A
 FE2479'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2479'OWENS NO 3 1934.
 FE2479'
 FE2479'REFERENCE MARK 4 IS 48 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 FE2479'18, 91 FEET SOUTHWEST OF A TELEPHONE POLE AND 69 FEET SOUTHWEST OF
 FE2479'THE INTERSECTION OF HIGHWAY 18 AND A DRIVEWAY EAST.  THE MONUMENT IS
 FE2479'FLUSH AND THE DISK IS STAMPED OWENS NO 4 1934.
 FE2479'
 FE2479'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF HIGHWAY 18, 4
 FE2479'FEET SOUTH OF A POWER LINE POLE AND 3 FEET SOUTH OF A WHITE WITNESS
 FE2479'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OWENS 1934 RESET
 FE2479'1958.
 FE2479
 FE2479                          STATION RECOVERY (1967)
 FE2479
 FE2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE2479'THE SURFACE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FE2479'REFERENCE MARK NO. 4 AND THE 1934 AZIMUTH MARK WERE ALL FOUND
 FE2479'LAYING ON THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 3 WAS FOUND
 FE2479'WITH THE DISK CHIPPED AROUND, BUT THE SHANK WAS STILL FIRMLY
 FE2479'EMBEDDED IN THE MARK AND IT WAS REPAIRED.  THE 1934 RESET 1958
 FE2479'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 FE2479'
 FE2479'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE UNDERGROUND STATION
 FE2479'MARK WHICH WAS A COPPER BOLT EMBEDDED IN CONCRETE, BUT IT COULD NOT
 FE2479'BE FOUND, AND IS PRESUMED TO HAVE BEEN DESTROYED AT THE SAME TIME THE
 FE2479'OLD STATION WAS.
 FE2479'
 FE2479'REFERENCE MARK NO. 3 STAMPED OWENS NO 3 1934 WAS ESTABLISHED AS A
 FE2479'STATION IN 1958 AND OCCUPIED AT THAT TIME.  TWO NEW REFERENCE
 FE2479'MARKS WERE ESTABLISHED FOR THIS MARK DURING THIS OCCUPATION AND IT IS
 FE2479'NOW THE STATION.  OWENS 1934 SHOULD BE CONSIDERED COMPLETELY
 FE2479'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2480 ***********************************************************************
 FE2480  DESIGNATION -  OWENS RM 3 RESET
 FE2480  PID         -  FE2480
 FE2480  STATE/COUNTY-  TN/HARDEMAN
 FE2480  USGS QUAD   -  MIDDLEBURG (1980)
 FE2480
 FE2480                         *CURRENT SURVEY CONTROL
 FE2480  ___________________________________________________________________
 FE2480* NAD 83(1995)-  35 13 56.86256(N)    089 01 57.75868(W)     ADJUSTED  
 FE2480* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 FE2480  ___________________________________________________________________
 FE2480  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FE2480  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2480
 FE2480  HORZ ORDER  -  SECOND
 FE2480
 FE2480.The horizontal coordinates were established by classical geodetic methods
 FE2480.and adjusted by the National Geodetic Survey in April 1999..
 FE2480
 FE2480.The orthometric height was scaled from a topographic map.
 FE2480
 FE2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2480
 FE2480.The geoid height was determined by GEOID03.
 FE2480
 FE2480;                    North         East     Units Scale Factor Converg.
 FE2480;SPC TN       -   104,035.766   323,977.945   MT  1.00000314   -1 46 31.7
 FE2480;SPC TN       -   341,324.01  1,062,917.64   sFT  1.00000314   -1 46 31.7
 FE2480;UTM  16      - 3,900,716.084   315,024.805   MT  1.00002169   -1 10 22.8
 FE2480
 FE2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2480!SPC TN       -   0.99997816  x   1.00000314  =   0.99998130
 FE2480!UTM  16      -   0.99997816  x   1.00002169  =   0.99999985
 FE2480
 FE2480:                Primary Azimuth Mark                     Grid Az
 FE2480:SPC TN       -  BOLIVAR WESTERN ST HOSP TANK             007 13 51.7
 FE2480:UTM  16      -  BOLIVAR WESTERN ST HOSP TANK             006 37 42.8
 FE2480
 FE2480|---------------------------------------------------------------------|
 FE2480| PID    Reference Object                     Distance      Geod. Az  |
 FE2480|                                                           dddmmss.s |
 FE2480| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX. 4.7 KM 0052720.0 |
 FE2480| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       APPROX. 4.8 KM 0062804.7 |
 FE2480| CG4760 OWENS RM 3 RM 5                      16.434 METERS 04920     |
 FE2480| CG4757 OWENS AZ MK RESET                                  0503651.9 |
 FE2480| FE2282 BOLIVAR N MUNICIPAL TANK            APPROX. 4.7 KM 0524602.8 |
 FE2480| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX. 4.5 KM 0531848.7 |
 FE2480| CG4762 OWENS RM 4                           28.513 METERS 05600     |
 FE2480| FE2479 OWENS                                32.721 METERS 12307     |
 FE2480| FE2478 HICKORY VALLEY WEST RAD MAST        APPROX. 8.7 KM 2235039.7 |
 FE2480| CG4761 OWENS RM 3 RM 6                      15.631 METERS 22917     |
 FE2480|---------------------------------------------------------------------|
 FE2480
 FE2480                          SUPERSEDED SURVEY CONTROL
 FE2480
 FE2480  NAD 83(1995)-  35 13 56.86656(N)    089 01 57.75922(W) AD(       ) 2
 FE2480  NAD 83(1995)-  35 13 56.86953(N)    089 01 57.76072(W) AD(       ) 2
 FE2480  NAD 83(1986)-  35 13 56.87447(N)    089 01 57.75892(W) AD(       ) 2
 FE2480  NAD 27      -  35 13 56.57400(N)    089 01 57.53500(W) AD(       ) 2
 FE2480
 FE2480.Superseded values are not recommended for survey control.
 FE2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2480.See file dsdata.txt to determine how the superseded data were derived.
 FE2480
 FE2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1502500716(NAD 83)
 FE2480_MARKER: DR = REFERENCE MARK DISK
 FE2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2480_STAMPING: OWENS NO 3 1934
 FE2480_MARK LOGO: CGS   
 FE2480
 FE2480  HISTORY     - Date     Condition        Report By
 FE2480  HISTORY     - 1958     MONUMENTED       CGS
 FE2480  HISTORY     - 1967     GOOD             CGS
 FE2480
 FE2480                          STATION DESCRIPTION
 FE2480
 FE2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2480'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF BOLIVAR, 9 MILES
 FE2480'SOUTHEAST OF WHITEVILLE ON THE WEST SIDE OF STATE HIGHWAY 18
 FE2480'ON PROPERTY OWNED BY MR. ROBERT OWENS.  IT IS 61 FEET NORTHWEST OF
 FE2480'THE CENTERLINE OF THE HIGHWAY, 49 FEET NORTH OF A TELEPHONE POLE
 FE2480'AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 FE2480'THE DISK IS STAMPED OWENS NO 3 1934.
 FE2480'
 FE2480'TO REACH THE STATION FROM THE HARDEMAN COUNTY COURTHOUSE IN BOLIVAR,
 FE2480'GO WEST ON U.S. HIGHWAY 64 AND STATE HIGHWAY 18 FOR 0.6 MILE TO A
 FE2480'JUNCTION OF HIGHWAYS 64 AND 18.  TURN LEFT AND GO SOUTHWEST ON
 FE2480'HIGHWAY 18 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FE2480'CONTINUE SOUTHWEST ON HIGHWAY 18 FOR 0.3 MILE TO THE STATION ON THE
 FE2480'RIGHT.
 FE2480'
 FE2480'REFERENCE MARK 4 IS 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 FE2480'HIGHWAY, 91 FEET SOUTHWEST OF A TELEPHONE POLE AND 69 FEET
 FE2480'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 18 AND A DRIVEWAY EAST.  THE
 FE2480'MONUMENT IS FLUSH AND THE DISK IS STAMPED OWENS NO 4 1934.
 FE2480'
 FE2480'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF HIGHWAY 18, 4
 FE2480'FEET SOUTH OF A POWER LINE POLE AND 3 FEET SOUTH OF A WHITE WITNESS
 FE2480'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OWENS 1934 RESET
 FE2480'1958.
 FE2480'
 FE2480'OWENS 1934 IS ON A BANK ABOUT 8 FEET HIGHER THAN THE ROAD LEVEL, 93
 FE2480'FEET EAST OF A TELEPHONE POLE, 120 FEET SOUTHWEST OF THE INTERSECTION
 FE2480'OF HIGHWAY 18 AND A GRAVELED DRIVEWAY NORTH AND 44 FEET SOUTHEAST OF
 FE2480'THE CENTERLINE OF HIGHWAY 18.  THE MONUMENT PROJECTS 8 INCHES AND
 FE2480'THE DISK IS STAMPED OWENS 1934.
 FE2480'
 FE2480'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2480
 FE2480                          STATION RECOVERY (1967)
 FE2480
 FE2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2480'THE STATION AND THE 1958 RESET AZIMUTH MARK WERE RECOVERED.  THE DISK
 FE2480'FOR THIS STATION HAD BEEN CHIPPED AROUND, BUT THE SHANK WAS STILL
 FE2480'FIRMLY EMBEDDED IN THE MARK, AND AFTER IT WAS ASSURED THAT THE POINT
 FE2480'HAD NOT BEEN MOVED, THE MARK WAS REPAIRED AND THE DISK FIRMLY
 FE2480'CEMENTED AROUND.  THE 1934 RESET 1958 AZIMUTH MARK WAS FOUND IN
 FE2480'EXCELLENT CONDITION.  TWO NEW REFERENCE MARKS WERE ESTABLISHED
 FE2480'DURING THIS OCCUPATION.
 FE2480'
 FE2480'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2480'
 FE2480'THE STATION IS ABOUT 2.5 MILES SOUTHWEST OF BOLIVAR ALONG THE
 FE2480'NORTHWEST RIGHT-OF-WAY OF STATE ROUTE 18, AND IS ON THE PROPERTY
 FE2480'OF MR. ROBERT OWENS.
 FE2480'
 FE2480'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE HARDEMAN COUNTY
 FE2480'COURTHOUSE SQUARE IN BOLIVAR, GO WESTERLY ON U.S.  HIGHWAY 64 AND
 FE2480'STATE ROUTE 18 FOR 0.6 MILE TO WHERE STATE ROUTE 18 BEARS LEFT.  HERE
 FE2480'BEAR LEFT ON STATE ROUTE 18 AND GO 2.2 MILES TO THE AZIMUTH MARK ON
 FE2480'THE LEFT AS DESCRIBED.  CONTINUE SOUTHWESTERLY ON STATE ROUTE 18 FOR
 FE2480'0.3 MILE TO A FRAME HOUSE ON THE RIGHT AND THE STATION ON THE
 FE2480'RIGHT AT TOP OF CUT AS DESCRIBED.
 FE2480'
 FE2480'THE STATION IS 78 FEET SOUTH OF THE SOUTH CORNER OF A FRAME HOUSE, 61
 FE2480'FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 18, 49 FEET
 FE2480'NORTH OF A TELEPHONE POLE, AND 2.0 FEET NORTHEAST OF A METAL WITNESS
 FE2480'POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FE2480'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2480'STAMPED OWENS NO 3 1934.
 FE2480'
 FE2480'REFERENCE MARK NO. 5 IS AT THE TOP OF THE HIGHWAY CUT NORTHEAST OF
 FE2480'THE STATION, 59 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 FE2480'ROUTE 18, 56 FEET SOUTH OF THE EAST CORNER OF A FRAME HOUSE, AND 35
 FE2480'FEET SOUTH OF THE SOUTH CORNER OF THE FRAME HOUSE.  IT IS A
 FE2480'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE
 FE2480'MONUMENT AND THE DISK IS STAMPED OWENS NO 3 1934 NO 5 1934 1967.
 FE2480'
 FE2480'REFERENCE MARK NO. 6 IS AT THE TOP OF THE HIGHWAY CUT SOUTHWEST OF
 FE2480'THE STATION, 62 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 FE2480'ROUTE 18, 39 FEET WEST OF A TELEPHONE POLE, AND 5 FEET EAST OF A
 FE2480'10-INCH ELM TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2480'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 FE2480'DISK IS STAMPED OWENS NO 3 1934 NO 6 1934 1967.
 FE2480'
 FE2480'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 FE2480'REFERENCE MARK NO. 6 IS 105.20 FEET (32.065 METERS).
 FE2480'
 FE2480'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHEAST RIGHT-OF-WAY OF STATE
 FE2480'ROUTE 18 ABOUT 0.3 MILE NORTHEAST OF THE STATION, ABOUT 100 YARDS
 FE2480'NORTHEAST OF A DRIVE INTO A SMALL COUNTRY STORE, 29 FEET SOUTHEAST OF
 FE2480'THE APPROXIMATE CENTER OF STATE ROUTE 18, 4 FEET SOUTHWEST OF A
 FE2480'POWERLINE POLE, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND
 FE2480'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FE2480'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED OWENS 1934
 FE2480'RESET 1958.
 FE2480'
 FE2480'THE MARK UNDER THE NOTE DESIGNATION IN THE 1958 DESCRIPTION SHOWS
 FE2480'THAT AN UNDERGROUND MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0819 ***********************************************************************
 FC0819  DESIGNATION -  OZONE
 FC0819  PID         -  FC0819
 FC0819  STATE/COUNTY-  TN/CUMBERLAND
 FC0819  USGS QUAD   -  OZONE (1989)
 FC0819
 FC0819                         *CURRENT SURVEY CONTROL
 FC0819  ___________________________________________________________________
 FC0819* NAD 83(1995)-  35 53 02.84970(N)    084 48 34.04385(W)     ADJUSTED  
 FC0819* NAVD 88     -       509.554  (meters)    1671.76   (feet)  ADJUSTED  
 FC0819  ___________________________________________________________________
 FC0819  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 FC0819  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC0819  DYNAMIC HT  -         509.073 (meters)    1670.18  (feet)  COMP
 FC0819  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FC0819
 FC0819  HORZ ORDER  -  SECOND
 FC0819  VERT ORDER  -  SECOND    CLASS 0
 FC0819
 FC0819.The horizontal coordinates were established by classical geodetic methods
 FC0819.and adjusted by the National Geodetic Survey in April 1999..
 FC0819
 FC0819.The orthometric height was determined by differential leveling
 FC0819.and adjusted by the National Geodetic Survey in June 1991..
 FC0819
 FC0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0819
 FC0819.The geoid height was determined by GEOID03.
 FC0819
 FC0819.The dynamic height is computed by dividing the NAVD 88
 FC0819.geopotential number by the normal gravity value computed on the
 FC0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0819.degrees latitude (g = 980.6199 gals.).
 FC0819
 FC0819.The modeled gravity was interpolated from observed gravity values.
 FC0819
 FC0819;                    North         East     Units Scale Factor Converg.
 FC0819;SPC TN       -   172,712.643   707,492.438   MT  0.99994878   +0 41 49.2
 FC0819;SPC TN       -   566,641.40  2,321,164.77   sFT  0.99994878   +0 41 49.2
 FC0819;UTM  16      - 3,973,312.527   697,732.084   MT  1.00008179   +1 17 03.8
 FC0819
 FC0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0819!SPC TN       -   0.99992464  x   0.99994878  =   0.99987343
 FC0819!UTM  16      -   0.99992464  x   1.00008179  =   1.00000643
 FC0819
 FC0819|---------------------------------------------------------------------|
 FC0819| PID    Reference Object                     Distance      Geod. Az  |
 FC0819|                                                           dddmmss.s |
 FC0819| FC0818 OZONE RM 2                           17.928 METERS 08558     |
 FC0819| CZ4464 OZONE AZ MK                                        1570640.0 |
 FC0819| FC1823 CRAB                                APPROX. 5.2 KM 2790350.1 |
 FC0819| FC0820 OZONE RM 1                           21.933 METERS 35910     |
 FC0819|---------------------------------------------------------------------|
 FC0819
 FC0819                          SUPERSEDED SURVEY CONTROL
 FC0819
 FC0819  NAD 83(1995)-  35 53 02.85492(N)    084 48 34.04385(W) AD(       ) 2
 FC0819  NAD 83(1986)-  35 53 02.86114(N)    084 48 34.04235(W) AD(       ) 2
 FC0819  NAD 27      -  35 53 02.60340(N)    084 48 34.24300(W) AD(       ) 2
 FC0819  NGVD 29 (??/??/92)  509.638  (m)         1672.04   (f) ADJ UNCH    2 0
 FC0819
 FC0819.Superseded values are not recommended for survey control.
 FC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0819.See file dsdata.txt to determine how the superseded data were derived.
 FC0819
 FC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9773273313(NAD 83)
 FC0819_MARKER: DS = TRIANGULATION STATION DISK
 FC0819_SETTING: 66 = SET IN ROCK OUTCROP
 FC0819_SP_SET: BEDROCK
 FC0819_STAMPING: OZONE 1960
 FC0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0819+STABILITY: POSITION/ELEVATION WELL
 FC0819
 FC0819  HISTORY     - Date     Condition        Report By
 FC0819  HISTORY     - 1960     MONUMENTED       CGS
 FC0819  HISTORY     - 1960     GOOD             CGS
 FC0819  HISTORY     - 1967     GOOD             CGS
 FC0819  HISTORY     - 1967     GOOD             NGS
 FC0819
 FC0819                          STATION DESCRIPTION
 FC0819
 FC0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0819'THE STATION IS LOCATED ON THE PROPERTY OF MR. CHARLEY HUTSON, AND IN
 FC0819'THE NORTHERN SECTION OF THE SMALL COMMUNITY OF OZONE.
 FC0819'
 FC0819'TO REACH THE STATION FROM THE POST OFFICE IN OZONE, GO WEST, ON U.S.
 FC0819'HIGHWAY 70 FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 FC0819'RIGHT, AND GO 50 YARDS TO A FORK, KEEP LEFT, CROSSING RAILROAD TRACKS
 FC0819'AND GO 0.05 MILE TO A GRAVELED DRIVE-WAY ON THE RIGHT.  TURN
 FC0819'RIGHT, AND GO 30 YARDS TO A FORK.  KEEP RIGHT, PASSING TO THE RIGHT
 FC0819'OF A WHITE HOUSE, AND GO 50 YARDS TO A FENCE CORNER ON THE LEFT.
 FC0819'TURN LEFT, AND FOLLOW THE WIRE FENCE ABOUT 50 YARDS TO THE STATION.
 FC0819'
 FC0819'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED OZONE 1960,
 FC0819'CEMENTED IN A DRILL HOLE IN BEDROCK, AND SET 16 INCHES BELOW
 FC0819'THE SURFACE.  IT IS 10.6 FEET EAST OF A WITNESS SIGN AND A WIRE
 FC0819'FENCE.
 FC0819'
 FC0819'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OZONE NO 1 1960,
 FC0819'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.  IT
 FC0819'IS 10 FEET EAST OF A WIRE FENCE, AND ABOUT 3 FEET LOWER THAN THE
 FC0819'STATION MARK.
 FC0819'
 FC0819'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OZONE NO 2 1960,
 FC0819'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.  IT
 FC0819'IS 89 FEET NORTH OF A POWER LINE POLE, 51 FEET NORTH OF THE NORTHWEST
 FC0819'CORNER OF A SMALL WOODEN BUILDING, AND ABOUT 2 FEET LOWER THAN THE
 FC0819'STATION MARK.
 FC0819'
 FC0819'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OZONE 1960, CEMENTED IN
 FC0819'A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH. THE BEDROCK
 FC0819'PROJECTS 10 INCHES ON THE NORTH SIDE.  IT IS 150 FEET SOUTH OF THE
 FC0819'POST OFFICE, 97 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 64 FEET
 FC0819'SOUTH OF A TELEPHONE POLE, AND 40 FEET NORTH OF THE NORTHWEST CORNER
 FC0819'OF A HOUSE.
 FC0819'
 FC0819'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 FC0819
 FC0819                          STATION RECOVERY (1960)
 FC0819
 FC0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0819'AT OZONE.
 FC0819'FROM THE ONLY RAILROAD CROSSING IN OZONE, GO 0.05 MILE NORTH ON
 FC0819'A PAVED ROAD TO A DRIVEWAY, THEN GO 30 YARDS ON THE GRAVELED
 FC0819'DRIVEWAY TO A FORK, KEEP RIGHT, PASSING TO THE RIGHT OF A WHITE
 FC0819'HOUSE, AND GO 50 YARDS TO A FENCE CORNER ON THE LEFT, THEN GO
 FC0819'NORTH ABOUT 50 YARDS TO THE STATION.  THE STATION MARK IS 10.6
 FC0819'FT. EAST OF A WITNESS SIGN AND WIRE FENCE.  THE DISK IS CEMENTED
 FC0819'IN A DRILL HOLE IN BEDROCK THAT IS 16 INCHES BELOW THE SURFACE
 FC0819'OF THE GROUND.
 FC0819
 FC0819                          STATION RECOVERY (1967)
 FC0819
 FC0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC0819'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 FC0819
 FC0819                          STATION RECOVERY (1967)
 FC0819
 FC0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0820 ***********************************************************************
 FC0820  DESIGNATION -  OZONE RM 1
 FC0820  PID         -  FC0820
 FC0820  STATE/COUNTY-  TN/CUMBERLAND
 FC0820  USGS QUAD   -  OZONE (1989)
 FC0820
 FC0820                         *CURRENT SURVEY CONTROL
 FC0820  ___________________________________________________________________
 FC0820* NAD 83(1986)-  35 53 02.     (N)    084 48 34.     (W)     SCALED    
 FC0820* NAVD 88     -       508.941  (meters)    1669.75   (feet)  ADJUSTED  
 FC0820  ___________________________________________________________________
 FC0820  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC0820  DYNAMIC HT  -         508.460 (meters)    1668.17  (feet)  COMP
 FC0820  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FC0820
 FC0820  VERT ORDER  -  SECOND    CLASS 0
 FC0820
 FC0820.The horizontal coordinates were scaled from a topographic map and have
 FC0820.an estimated accuracy of +/- 6 seconds.
 FC0820
 FC0820.The orthometric height was determined by differential leveling
 FC0820.and adjusted by the National Geodetic Survey in June 1991..
 FC0820
 FC0820.The geoid height was determined by GEOID03.
 FC0820
 FC0820.The dynamic height is computed by dividing the NAVD 88
 FC0820.geopotential number by the normal gravity value computed on the
 FC0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0820.degrees latitude (g = 980.6199 gals.).
 FC0820
 FC0820.The modeled gravity was interpolated from observed gravity values.
 FC0820
 FC0820;                    North         East    Units  Estimated Accuracy
 FC0820;SPC TN       -   172,690.      707,490.      MT  (+/- 180 meters Scaled)
 FC0820
 FC0820                          SUPERSEDED SURVEY CONTROL
 FC0820
 FC0820  NGVD 29 (??/??/92)  509.025  (m)         1670.03   (f) ADJ UNCH    2 0
 FC0820
 FC0820.Superseded values are not recommended for survey control.
 FC0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0820.See file dsdata.txt to determine how the superseded data were derived.
 FC0820
 FC0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977732(NAD 83)
 FC0820_MARKER: DR = REFERENCE MARK DISK
 FC0820_SETTING: 66 = SET IN ROCK OUTCROP
 FC0820_SP_SET: ROCK OUTCROP
 FC0820_STAMPING: OZONE NO 1 1960
 FC0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0820+STABILITY: POSITION/ELEVATION WELL
 FC0820
 FC0820  HISTORY     - Date     Condition        Report By
 FC0820  HISTORY     - 1960     MONUMENTED       CGS
 FC0820  HISTORY     - 1967     GOOD             NGS
 FC0820
 FC0820                          STATION DESCRIPTION
 FC0820
 FC0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0820'AT OZONE.
 FC0820'THIS MARK IS LOCATED AT THE OZONE 1960 STATION SITE, 72 FT. NORTH
 FC0820'OF THE STATION MARK, 10 FT. EAST OF A WIRE FENCE, AND ABOUT 3 FT.
 FC0820'LOWER THAN THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FC0820'HOLE IN OUTCROPPING BEDROCK.
 FC0820
 FC0820                          STATION RECOVERY (1967)
 FC0820
 FC0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0818 ***********************************************************************
 FC0818  DESIGNATION -  OZONE RM 2
 FC0818  PID         -  FC0818
 FC0818  STATE/COUNTY-  TN/CUMBERLAND
 FC0818  USGS QUAD   -  OZONE (1989)
 FC0818
 FC0818                         *CURRENT SURVEY CONTROL
 FC0818  ___________________________________________________________________
 FC0818* NAD 83(1986)-  35 53 02.     (N)    084 48 34.     (W)     SCALED    
 FC0818* NAVD 88     -       509.130  (meters)    1670.37   (feet)  ADJUSTED  
 FC0818  ___________________________________________________________________
 FC0818  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC0818  DYNAMIC HT  -         508.650 (meters)    1668.80  (feet)  COMP
 FC0818  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FC0818
 FC0818  VERT ORDER  -  SECOND    CLASS 0
 FC0818
 FC0818.The horizontal coordinates were scaled from a topographic map and have
 FC0818.an estimated accuracy of +/- 6 seconds.
 FC0818
 FC0818.The orthometric height was determined by differential leveling
 FC0818.and adjusted by the National Geodetic Survey in June 1991..
 FC0818
 FC0818.The geoid height was determined by GEOID03.
 FC0818
 FC0818.The dynamic height is computed by dividing the NAVD 88
 FC0818.geopotential number by the normal gravity value computed on the
 FC0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0818.degrees latitude (g = 980.6199 gals.).
 FC0818
 FC0818.The modeled gravity was interpolated from observed gravity values.
 FC0818
 FC0818;                    North         East    Units  Estimated Accuracy
 FC0818;SPC TN       -   172,690.      707,490.      MT  (+/- 180 meters Scaled)
 FC0818
 FC0818                          SUPERSEDED SURVEY CONTROL
 FC0818
 FC0818  NGVD 29 (??/??/92)  509.215  (m)         1670.65   (f) ADJ UNCH    2 0
 FC0818
 FC0818.Superseded values are not recommended for survey control.
 FC0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0818.See file dsdata.txt to determine how the superseded data were derived.
 FC0818
 FC0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977732(NAD 83)
 FC0818_MARKER: DR = REFERENCE MARK DISK
 FC0818_SETTING: 66 = SET IN ROCK OUTCROP
 FC0818_SP_SET: ROCK OUTCROP
 FC0818_STAMPING: OZONE NO 2 1960
 FC0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0818+STABILITY: POSITION/ELEVATION WELL
 FC0818
 FC0818  HISTORY     - Date     Condition        Report By
 FC0818  HISTORY     - 1960     MONUMENTED       CGS
 FC0818  HISTORY     - 1967     GOOD             NGS
 FC0818
 FC0818                          STATION DESCRIPTION
 FC0818
 FC0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0818'AT OZONE.
 FC0818'THIS MARK IS LOCATED AT THE OZONE 1960 STATION SITE, 59 FT. EAST
 FC0818'OF THE STATION MARK, 89 FT. NORTH OF A POWER LINE POLE, 51 FT.
 FC0818'NORTH OF THE NORTHWEST CORNER OF A SMALL WOODEN BUILDING, AND
 FC0818'ABOUT 2 FT. LOWER THAN THE STATION MARK.  THE DISK IS CEMENTED
 FC0818'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC0818
 FC0818                          STATION RECOVERY (1967)
 FC0818
 FC0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0502 ***********************************************************************
 GB0502  DESIGNATION -  P
 GB0502  PID         -  GB0502
 GB0502  STATE/COUNTY-  TN/ANDERSON
 GB0502  USGS QUAD   -  CLINTON (1990)
 GB0502
 GB0502                         *CURRENT SURVEY CONTROL
 GB0502  ___________________________________________________________________
 GB0502* NAD 83(1986)-  36 04 03.     (N)    084 13 11.     (W)     SCALED    
 GB0502* NAVD 88     -       275.700  (meters)     904.53   (feet)  ADJUSTED  
 GB0502  ___________________________________________________________________
 GB0502  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0502  DYNAMIC HT  -         275.448 (meters)     903.70  (feet)  COMP
 GB0502  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GB0502
 GB0502  VERT ORDER  -  FIRST     CLASS I
 GB0502
 GB0502.The horizontal coordinates were scaled from a topographic map and have
 GB0502.an estimated accuracy of +/- 6 seconds.
 GB0502
 GB0502.The orthometric height was determined by differential leveling
 GB0502.and adjusted by the National Geodetic Survey in June 1991..
 GB0502
 GB0502.The geoid height was determined by GEOID03.
 GB0502
 GB0502.The dynamic height is computed by dividing the NAVD 88
 GB0502.geopotential number by the normal gravity value computed on the
 GB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0502.degrees latitude (g = 980.6199 gals.).
 GB0502
 GB0502.The modeled gravity was interpolated from observed gravity values.
 GB0502
 GB0502;                    North         East    Units  Estimated Accuracy
 GB0502;SPC TN       -   193,860.      760,360.      MT  (+/- 180 meters Scaled)
 GB0502
 GB0502                          SUPERSEDED SURVEY CONTROL
 GB0502
 GB0502  NGVD 29 (??/??/92)  275.834  (m)          904.97   (f) ADJ UNCH    1 1
 GB0502
 GB0502.Superseded values are not recommended for survey control.
 GB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0502.See file dsdata.txt to determine how the superseded data were derived.
 GB0502
 GB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE503950(NAD 83)
 GB0502_MARKER: H = DRILL HOLE
 GB0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0502_SP_SET: STONE POST
 GB0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0502+STABILITY: SURFACE MOTION
 GB0502
 GB0502  HISTORY     - Date     Condition        Report By
 GB0502  HISTORY     - UNK      MONUMENTED       CGS
 GB0502  HISTORY     - 1967     GOOD             NGS
 GB0502  HISTORY     - 1972     GOOD             TVA
 GB0502
 GB0502                          STATION DESCRIPTION
 GB0502
 GB0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0502'6.3 MI SW FROM CLINTON.
 GB0502'ABOUT 6.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0502'STATION AT CLINTON, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 27,
 GB0502'ABOUT 0.1 MILE NORTHEAST OF A RAILWAY OVERPASS OVER A BLACK
 GB0502'TOP ROAD, 53 1/2 FEET WEST OF THE CENTER OF THE CROSSING OF A
 GB0502'GRAVELED ROAD LEADING NORTHWEST TO MORAN CHURCH, 36.2 FEET
 GB0502'NORTHWEST OF THE NORTHWEST RAIL, 42 FEET SOUTHWEST OF THE CENTER
 GB0502'LINE OF THE ROAD, 1 FOOT NORTHWEST OF A FENCE, 0.9 FOOT NORTH OF A
 GB0502'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND
 GB0502'A 1-INCH SQUARE HOLE SURROUNDED BY THE LETTERS U S B M CUT IN THE
 GB0502'TOP OF A STONE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 GB0502'GROUND.
 GB0502
 GB0502                          STATION RECOVERY (1972)
 GB0502
 GB0502'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1756 ***********************************************************************
 FB1756  DESIGNATION -  P 10
 FB1756  PID         -  FB1756
 FB1756  STATE/COUNTY-  TN/KNOX
 FB1756  USGS QUAD   -  MARYVILLE (1979)
 FB1756
 FB1756                         *CURRENT SURVEY CONTROL
 FB1756  ___________________________________________________________________
 FB1756* NAD 83(1986)-  35 51 44.     (N)    083 56 44.     (W)     SCALED    
 FB1756* NAVD 88     -       260.792  (meters)     855.62   (feet)  ADJUSTED  
 FB1756  ___________________________________________________________________
 FB1756  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FB1756  DYNAMIC HT  -         260.548 (meters)     854.81  (feet)  COMP
 FB1756  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FB1756
 FB1756  VERT ORDER  -  FIRST     CLASS II
 FB1756
 FB1756.The horizontal coordinates were scaled from a topographic map and have
 FB1756.an estimated accuracy of +/- 6 seconds.
 FB1756
 FB1756.The orthometric height was determined by differential leveling
 FB1756.and adjusted by the National Geodetic Survey in June 1991..
 FB1756
 FB1756.The geoid height was determined by GEOID03.
 FB1756
 FB1756.The dynamic height is computed by dividing the NAVD 88
 FB1756.geopotential number by the normal gravity value computed on the
 FB1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1756.degrees latitude (g = 980.6199 gals.).
 FB1756
 FB1756.The modeled gravity was interpolated from observed gravity values.
 FB1756
 FB1756;                    North         East    Units  Estimated Accuracy
 FB1756;SPC TN       -   171,580.      785,540.      MT  (+/- 180 meters Scaled)
 FB1756
 FB1756                          SUPERSEDED SURVEY CONTROL
 FB1756
 FB1756  NGVD 29 (??/??/92)  260.916  (m)          856.02   (f) ADJ UNCH    1 2
 FB1756
 FB1756.Superseded values are not recommended for survey control.
 FB1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1756.See file dsdata.txt to determine how the superseded data were derived.
 FB1756
 FB1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340726(NAD 83)
 FB1756_MARKER: DB = BENCH MARK DISK
 FB1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1756_STAMPING: 856.252 P 10 1932
 FB1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1756+STABILITY: SURFACE MOTION
 FB1756
 FB1756  HISTORY     - Date     Condition        Report By
 FB1756  HISTORY     - 1932     MONUMENTED       CGS
 FB1756  HISTORY     - 1959     GOOD             NGS
 FB1756
 FB1756                          STATION DESCRIPTION
 FB1756
 FB1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1756'0.3 MI S FROM SCOTTVILLE.
 FB1756'0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM SCOTTVILLE, KNOX
 FB1756'COUNTY, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 33, IN THE EAST
 FB1756'FACE OF THE EASTERNMOST CONCRETE PEDESTAL, NORTH OF THE TRACK,
 FB1756'AND ABOUT 4-1/2 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 FB1756'856.252 P 10 1932 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0955 ***********************************************************************
 GA0955  DESIGNATION -  P 100
 GA0955  PID         -  GA0955
 GA0955  STATE/COUNTY-  TN/WASHINGTON
 GA0955  USGS QUAD   -  LEESBURG (1971)
 GA0955
 GA0955                         *CURRENT SURVEY CONTROL
 GA0955  ___________________________________________________________________
 GA0955* NAD 83(1986)-  36 16 39.     (N)    082 35 32.     (W)     SCALED    
 GA0955* NAVD 88     -       443.229  (meters)    1454.16   (feet)  ADJUSTED  
 GA0955  ___________________________________________________________________
 GA0955  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0955  DYNAMIC HT  -         442.808 (meters)    1452.78  (feet)  COMP
 GA0955  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 GA0955
 GA0955  VERT ORDER  -  SECOND    CLASS 0
 GA0955
 GA0955.The horizontal coordinates were scaled from a topographic map and have
 GA0955.an estimated accuracy of +/- 6 seconds.
 GA0955
 GA0955.The orthometric height was determined by differential leveling
 GA0955.and adjusted by the National Geodetic Survey in June 1991..
 GA0955
 GA0955.The geoid height was determined by GEOID03.
 GA0955
 GA0955.The dynamic height is computed by dividing the NAVD 88
 GA0955.geopotential number by the normal gravity value computed on the
 GA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0955.degrees latitude (g = 980.6199 gals.).
 GA0955
 GA0955.The modeled gravity was interpolated from observed gravity values.
 GA0955
 GA0955;                    North         East    Units  Estimated Accuracy
 GA0955;SPC TN       -   221,040.      906,110.      MT  (+/- 180 meters Scaled)
 GA0955
 GA0955                          SUPERSEDED SURVEY CONTROL
 GA0955
 GA0955  NGVD 29 (??/??/92)  443.370  (m)         1454.62   (f) ADJ UNCH    2 0
 GA0955
 GA0955.Superseded values are not recommended for survey control.
 GA0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0955.See file dsdata.txt to determine how the superseded data were derived.
 GA0955
 GA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA569159(NAD 83)
 GA0955_MARKER: DB = BENCH MARK DISK
 GA0955_SETTING: 66 = SET IN ROCK OUTCROP
 GA0955_SP_SET: LIMESTONE OUTCROP
 GA0955_STAMPING: P 100 1935
 GA0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0955+STABILITY: POSITION/ELEVATION WELL
 GA0955
 GA0955  HISTORY     - Date     Condition        Report By
 GA0955  HISTORY     - 1935     MONUMENTED       CGS
 GA0955
 GA0955                          STATION DESCRIPTION
 GA0955
 GA0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0955'4.6 MI NE FROM LIMESTONE.
 GA0955'4.6 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0955'AT LIMESTONE, WASHINGTON COUNTY, AT THE J.D. BARKLEY PROPERTY,
 GA0955'51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 125 YARDS SOUTHWEST
 GA0955'OF A BARN, AND IN THE TOP OF A LIMESTONE OUTCROP 3 INCHES ABOVE
 GA0955'GROUND.  A STANDARD DISK, STAMPED P 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0956 ***********************************************************************
 GA0956  DESIGNATION -  P 100 X
 GA0956  PID         -  GA0956
 GA0956  STATE/COUNTY-  TN/WASHINGTON
 GA0956  USGS QUAD   -  LEESBURG (1971)
 GA0956
 GA0956                         *CURRENT SURVEY CONTROL
 GA0956  ___________________________________________________________________
 GA0956* NAD 83(1986)-  36 17 11.     (N)    082 35 20.     (W)     SCALED    
 GA0956* NAVD 88     -       458.413  (meters)    1503.98   (feet)  ADJUSTED  
 GA0956  ___________________________________________________________________
 GA0956  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0956  DYNAMIC HT  -         457.978 (meters)    1502.55  (feet)  COMP
 GA0956  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 GA0956
 GA0956  VERT ORDER  -  SECOND    CLASS 0
 GA0956
 GA0956.The horizontal coordinates were scaled from a topographic map and have
 GA0956.an estimated accuracy of +/- 6 seconds.
 GA0956
 GA0956.The orthometric height was determined by differential leveling
 GA0956.and adjusted by the National Geodetic Survey in June 1991..
 GA0956
 GA0956.The geoid height was determined by GEOID03.
 GA0956
 GA0956.The dynamic height is computed by dividing the NAVD 88
 GA0956.geopotential number by the normal gravity value computed on the
 GA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0956.degrees latitude (g = 980.6199 gals.).
 GA0956
 GA0956.The modeled gravity was interpolated from observed gravity values.
 GA0956
 GA0956;                    North         East    Units  Estimated Accuracy
 GA0956;SPC TN       -   222,030.      906,370.      MT  (+/- 180 meters Scaled)
 GA0956
 GA0956                          SUPERSEDED SURVEY CONTROL
 GA0956
 GA0956  NGVD 29 (??/??/92)  458.554  (m)         1504.44   (f) ADJ UNCH    2 0
 GA0956
 GA0956.Superseded values are not recommended for survey control.
 GA0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0956.See file dsdata.txt to determine how the superseded data were derived.
 GA0956
 GA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA573168(NAD 83)
 GA0956_MARKER: DB = BENCH MARK DISK
 GA0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0956_STAMPING: P 100 X 1935
 GA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0956+STABILITY: SURFACE MOTION
 GA0956
 GA0956  HISTORY     - Date     Condition        Report By
 GA0956  HISTORY     - 1935     MONUMENTED       CGS
 GA0956
 GA0956                          STATION DESCRIPTION
 GA0956
 GA0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0956'5.4 MI NE FROM LIMESTONE.
 GA0956'5.4 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0956'AT LIMESTONE, WASHINGTON COUNTY, 200 YARDS WEST OF THE D.L. MORROW
 GA0956'RESIDENCE, AT THE SECOND T-ROAD JUNCTION WEST OF BOWMANTOWN,
 GA0956'37 FEET NORTHWEST OF THE INTERSECTION, AND 18 FEET NORTH OF THE
 GA0956'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 100 X 1935
 GA0956'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0287 ***********************************************************************
 GA0287  DESIGNATION -  P 101
 GA0287  PID         -  GA0287
 GA0287  STATE/COUNTY-  TN/SULLIVAN
 GA0287  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0287
 GA0287                         *CURRENT SURVEY CONTROL
 GA0287  ___________________________________________________________________
 GA0287* NAD 83(1986)-  36 30 47.     (N)    082 25 39.     (W)     SCALED    
 GA0287* NAVD 88     -       518.106  (meters)    1699.82   (feet)  ADJUSTED  
 GA0287  ___________________________________________________________________
 GA0287  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0287  DYNAMIC HT  -         517.629 (meters)    1698.25  (feet)  COMP
 GA0287  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA0287
 GA0287  VERT ORDER  -  SECOND    CLASS 0
 GA0287
 GA0287.The horizontal coordinates were scaled from a topographic map and have
 GA0287.an estimated accuracy of +/- 6 seconds.
 GA0287
 GA0287.The orthometric height was determined by differential leveling
 GA0287.and adjusted by the National Geodetic Survey in June 1991..
 GA0287
 GA0287.The geoid height was determined by GEOID03.
 GA0287
 GA0287.The dynamic height is computed by dividing the NAVD 88
 GA0287.geopotential number by the normal gravity value computed on the
 GA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0287.degrees latitude (g = 980.6199 gals.).
 GA0287
 GA0287.The modeled gravity was interpolated from observed gravity values.
 GA0287
 GA0287;                    North         East    Units  Estimated Accuracy
 GA0287;SPC TN       -   247,690.      919,950.      MT  (+/- 180 meters Scaled)
 GA0287
 GA0287                          SUPERSEDED SURVEY CONTROL
 GA0287
 GA0287  NGVD 29 (??/??/92)  518.241  (m)         1700.26   (f) ADJ UNCH    2 0
 GA0287
 GA0287.Superseded values are not recommended for survey control.
 GA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0287.See file dsdata.txt to determine how the superseded data were derived.
 GA0287
 GA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA721418(NAD 83)
 GA0287_MARKER: DB = BENCH MARK DISK
 GA0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0287_STAMPING: P 101 1935
 GA0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0287+STABILITY: SURFACE MOTION
 GA0287
 GA0287  HISTORY     - Date     Condition        Report By
 GA0287  HISTORY     - 1935     MONUMENTED       CGS
 GA0287  HISTORY     - 1961     GOOD             NGS
 GA0287  HISTORY     - 1967     GOOD             NGS
 GA0287
 GA0287                          STATION DESCRIPTION
 GA0287
 GA0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0287'6.9 MI SW FROM BLOUNTVILLE.
 GA0287'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0287'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST, TURN
 GA0287'LEFT, WEST, AND GO 0.4 MILE TO A Y JUNCTION, TURN LEFT AND GO 2.2
 GA0287'MILES SOUTHWEST ON A PAVED ROAD TO A T JUNCTION, THEN TURN RIGHT
 GA0287'AND GO 0.5 MILE NORTHWEST ON A GRAVELED ROAD.  THE BENCH MARK IS
 GA0287'ABOUT 100 YARDS SOUTH OF A Y JUNCTION, ABOUT 120 FT. NORTHEAST OF
 GA0287'A BRICK HOUSE, 34 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 15
 GA0287'FT. SOUTHEAST OF THE CENTER OF PRIVATE DRIVE LEADING TO THE BRICK
 GA0287'HOUSE, 3.2 FT. NORTHEAST OF A FENCE, AND 2 FT. NORTHEAST OF A
 GA0287'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA0287'5 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
 GA0287
 GA0287                          STATION RECOVERY (1967)
 GA0287
 GA0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0497 ***********************************************************************
 GA0497  DESIGNATION -  P 102
 GA0497  PID         -  GA0497
 GA0497  STATE/COUNTY-  TN/SULLIVAN
 GA0497  USGS QUAD   -  KEENBURG (1960)
 GA0497
 GA0497                         *CURRENT SURVEY CONTROL
 GA0497  ___________________________________________________________________
 GA0497* NAD 83(1986)-  36 27 46.     (N)    082 10 40.     (W)     SCALED    
 GA0497* NAVD 88     -       490.923  (meters)    1610.64   (feet)  ADJUSTED  
 GA0497  ___________________________________________________________________
 GA0497  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0497  DYNAMIC HT  -         490.466 (meters)    1609.14  (feet)  COMP
 GA0497  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA0497
 GA0497  VERT ORDER  -  SECOND    CLASS 0
 GA0497
 GA0497.The horizontal coordinates were scaled from a topographic map and have
 GA0497.an estimated accuracy of +/- 6 seconds.
 GA0497
 GA0497.The orthometric height was determined by differential leveling
 GA0497.and adjusted by the National Geodetic Survey in June 1991..
 GA0497
 GA0497.The geoid height was determined by GEOID03.
 GA0497
 GA0497.The dynamic height is computed by dividing the NAVD 88
 GA0497.geopotential number by the normal gravity value computed on the
 GA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0497.degrees latitude (g = 980.6199 gals.).
 GA0497
 GA0497.The modeled gravity was interpolated from observed gravity values.
 GA0497
 GA0497;                    North         East    Units  Estimated Accuracy
 GA0497;SPC TN       -   242,960.      942,520.      MT  (+/- 180 meters Scaled)
 GA0497
 GA0497                          SUPERSEDED SURVEY CONTROL
 GA0497
 GA0497  NGVD 29 (??/??/92)  491.057  (m)         1611.08   (f) ADJ UNCH    2 0
 GA0497
 GA0497.Superseded values are not recommended for survey control.
 GA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0497.See file dsdata.txt to determine how the superseded data were derived.
 GA0497
 GA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA944359(NAD 83)
 GA0497_MARKER: DB = BENCH MARK DISK
 GA0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0497_STAMPING: P 102 1935
 GA0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0497+STABILITY: SURFACE MOTION
 GA0497
 GA0497  HISTORY     - Date     Condition        Report By
 GA0497  HISTORY     - 1935     MONUMENTED       CGS
 GA0497  HISTORY     - 1960     GOOD             TVA
 GA0497
 GA0497                          STATION DESCRIPTION
 GA0497
 GA0497'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0497'1.3 MI S FROM CEDAR GROVE.
 GA0497'1.3 MILES SOUTH ALONG THE CHINQUAPIN GROVE ROAD FROM THE GENERAL
 GA0497'STORE AT CEDAR GROVE, SULLIVAN COUNTY, 0.1 MILE NORTH OF THE SALLY
 GA0497'HARDIN RESIDENCE, 200 YARDS SOUTH OF MT. HOLSTON SCHOOL, 65 YARDS
 GA0497'SOUTH OF A GRAVEL-ROAD INTERSECTION, 27 YARDS NORTH ACROSS THE
 GA0497'ROAD FROM A PASTURE GATE, 4 YARDS EAST OF THE CENTERLINE OF THE
 GA0497'ROAD AND 4 FEET EAST OF A FENCE LINE, 21 FEET EAST OF CENTERLINE
 GA0497'OF GRAVEL ROAD, AND 1 FEET WEST OF STEEL WITNESS POST.  A STANDARD
 GA0497'DISK, STAMPED P 102 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0497'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1238 ***********************************************************************
 FZ1238  DESIGNATION -  P 103
 FZ1238  PID         -  FZ1238
 FZ1238  STATE/COUNTY-  TN/JOHNSON
 FZ1238  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1238
 FZ1238                         *CURRENT SURVEY CONTROL
 FZ1238  ___________________________________________________________________
 FZ1238* NAD 83(1986)-  36 32 51.     (N)    081 53 49.     (W)     SCALED    
 FZ1238* NAVD 88     -       801.803  (meters)    2630.58   (feet)  ADJUSTED  
 FZ1238  ___________________________________________________________________
 FZ1238  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1238  DYNAMIC HT  -         801.027 (meters)    2628.04  (feet)  COMP
 FZ1238  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 FZ1238
 FZ1238  VERT ORDER  -  SECOND    CLASS 0
 FZ1238
 FZ1238.The horizontal coordinates were scaled from a topographic map and have
 FZ1238.an estimated accuracy of +/- 6 seconds.
 FZ1238
 FZ1238.The orthometric height was determined by differential leveling
 FZ1238.and adjusted by the National Geodetic Survey in June 1991..
 FZ1238
 FZ1238.The geoid height was determined by GEOID03.
 FZ1238
 FZ1238.The dynamic height is computed by dividing the NAVD 88
 FZ1238.geopotential number by the normal gravity value computed on the
 FZ1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1238.degrees latitude (g = 980.6199 gals.).
 FZ1238
 FZ1238.The modeled gravity was interpolated from observed gravity values.
 FZ1238
 FZ1238;                    North         East    Units  Estimated Accuracy
 FZ1238;SPC TN       -   253,370.      967,270.      MT  (+/- 180 meters Scaled)
 FZ1238
 FZ1238                          SUPERSEDED SURVEY CONTROL
 FZ1238
 FZ1238  NGVD 29 (??/??/92)  801.895  (m)         2630.88   (f) ADJ UNCH    2 0
 FZ1238
 FZ1238.Superseded values are not recommended for survey control.
 FZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1238.See file dsdata.txt to determine how the superseded data were derived.
 FZ1238
 FZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA197450(NAD 83)
 FZ1238_MARKER: DB = BENCH MARK DISK
 FZ1238_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1238_SP_SET: LIMESTONE OUTCROP
 FZ1238_STAMPING: P 103 1935
 FZ1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1238+STABILITY: POSITION/ELEVATION WELL
 FZ1238
 FZ1238  HISTORY     - Date     Condition        Report By
 FZ1238  HISTORY     - 1935     MONUMENTED       CGS
 FZ1238
 FZ1238                          STATION DESCRIPTION
 FZ1238
 FZ1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1238'AT CRANDULL.
 FZ1238'AT CRANDULL, JOHNSON COUNTY, ON THE BEAVERDAM CREEK ROAD, 500
 FZ1238'FEET SOUTH OF A BRIDGE, AT THE SOUTHWEST CORNER OF THE JUNCTION
 FZ1238'OF A FARM ROAD LEADING NORTHWEST, ON THE PROPERTY OF DAVID
 FZ1238'BOLDWING, 475 FEET SOUTHWEST OF A NEW BARN, 275 FEET NORTHWEST
 FZ1238'OF A ONE-STORY STORE BUILDING, 275 FEET SOUTHEAST OF ANOTHER
 FZ1238'BARN, 45 FEET NORTHEAST OF THE ONE-STORY FARMHOUSE, 39.1 FEET
 FZ1238'SOUTHEAST OF THE NORTH END OF A STONEWALL, 40 FEET WEST OF THE
 FZ1238'CENTERLINE OF THE ROAD, IN AN OUTCROP OF LIMESTONE ROCK BETWEEN
 FZ1238'THE DRIVEWAY AND THE STONEWALL AT THE FRONT EDGE OF THE LAWN,
 FZ1238'AND AT THE STEPS LEADING UP TO THE LAWN.  A STANDARD DISK,
 FZ1238'STAMPED P 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1013 ***********************************************************************
 FZ1013  DESIGNATION -  P 104
 FZ1013  PID         -  FZ1013
 FZ1013  STATE/COUNTY-  TN/JOHNSON
 FZ1013  USGS QUAD   -  SHERWOOD (1994)
 FZ1013
 FZ1013                         *CURRENT SURVEY CONTROL
 FZ1013  ___________________________________________________________________
 FZ1013* NAD 83(1986)-  36 21 59.     (N)    081 51 26.     (W)     SCALED    
 FZ1013* NAVD 88     -       727.09   (+/-2cm)    2385.5    (feet)  VERTCON   
 FZ1013  ___________________________________________________________________
 FZ1013  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FZ1013
 FZ1013  VERT ORDER  -  ? (See Below)
 FZ1013
 FZ1013.The horizontal coordinates were scaled from a topographic map and have
 FZ1013.an estimated accuracy of +/- 6 seconds.
 FZ1013
 FZ1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1013.The vertical order pertains to the NGVD 29 superseded value.
 FZ1013
 FZ1013.The geoid height was determined by GEOID03.
 FZ1013
 FZ1013;                    North         East    Units  Estimated Accuracy
 FZ1013;SPC TN       -   233,440.      971,680.      MT  (+/- 180 meters Scaled)
 FZ1013
 FZ1013                          SUPERSEDED SURVEY CONTROL
 FZ1013
 FZ1013  NGVD 29 (??/??/92)  727.182  (m)         2385.76   (f) ADJ UNCH    ?  
 FZ1013
 FZ1013.Superseded values are not recommended for survey control.
 FZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1013.See file dsdata.txt to determine how the superseded data were derived.
 FZ1013
 FZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA230249(NAD 83)
 FZ1013_MARKER: DB = BENCH MARK DISK
 FZ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1013_STAMPING: P 104 1935
 FZ1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1013+STABILITY: SURFACE MOTION
 FZ1013
 FZ1013  HISTORY     - Date     Condition        Report By
 FZ1013  HISTORY     - 1935     MONUMENTED       CGS
 FZ1013  HISTORY     - 1937     GOOD             TVA
 FZ1013
 FZ1013                          STATION DESCRIPTION
 FZ1013
 FZ1013'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1013'2 MI SE FROM NEVA.
 FZ1013'2 MILES SOUTHEAST ALONG THE LOCUST GAP COUNTY ROAD FROM NEVA,
 FZ1013'JOHNSON COUNTY, 1/4 MILE SOUTHEAST OF THE JUNCTION OF THE MILL CREEK
 FZ1013'ROAD, ON THE DAUGHERTY ESTATE PROPERTY, 225 FEET NORTHEAST OF A
 FZ1013'3-PRONGED WHITE PINE TREE, 200 FEET WEST OF A 1-1/2-STORY FARMHOUSE
 FZ1013'IN AN APPLE GROVE, 200 FEET NORTHWEST OF A 40-INCH DEAD CHESTNUT OAK
 FZ1013'TREE, 160 FEET SOUTH OF A BARN, ON THE SOUTHWEST SIDE OF THE ROAD,
 FZ1013'53 FEET SOUTH OF A THREE-PRONGED 14-INCH SASSAFRAS TREE, 15 FEET
 FZ1013'EAST OF A 24-INCH APPLE TREE, AND IN A FENCE LINE ON THE NORTHEAST
 FZ1013'SIDE OF A SMALL FIELD.  A STANDARD DISK, STAMPED P 104 1935 AND
 FZ1013'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0642 ***********************************************************************
 GA0642  DESIGNATION -  P 105
 GA0642  PID         -  GA0642
 GA0642  STATE/COUNTY-  TN/SULLIVAN
 GA0642  USGS QUAD   -  BOONE DAM (1968)
 GA0642
 GA0642                         *CURRENT SURVEY CONTROL
 GA0642  ___________________________________________________________________
 GA0642* NAD 83(1986)-  36 28 00.     (N)    082 29 29.     (W)     SCALED    
 GA0642* NAVD 88     -       430.733  (meters)    1413.16   (feet)  ADJUSTED  
 GA0642  ___________________________________________________________________
 GA0642  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0642  DYNAMIC HT  -         430.333 (meters)    1411.85  (feet)  COMP
 GA0642  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0642
 GA0642  VERT ORDER  -  SECOND    CLASS 0
 GA0642
 GA0642.The horizontal coordinates were scaled from a topographic map and have
 GA0642.an estimated accuracy of +/- 6 seconds.
 GA0642
 GA0642.The orthometric height was determined by differential leveling
 GA0642.and adjusted by the National Geodetic Survey in June 1991..
 GA0642
 GA0642.The geoid height was determined by GEOID03.
 GA0642
 GA0642.The dynamic height is computed by dividing the NAVD 88
 GA0642.geopotential number by the normal gravity value computed on the
 GA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0642.degrees latitude (g = 980.6199 gals.).
 GA0642
 GA0642.The modeled gravity was interpolated from observed gravity values.
 GA0642
 GA0642;                    North         East    Units  Estimated Accuracy
 GA0642;SPC TN       -   242,330.      914,410.      MT  (+/- 180 meters Scaled)
 GA0642
 GA0642                          SUPERSEDED SURVEY CONTROL
 GA0642
 GA0642  NGVD 29 (??/??/92)  430.875  (m)         1413.63   (f) ADJ UNCH    2 0
 GA0642
 GA0642.Superseded values are not recommended for survey control.
 GA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0642.See file dsdata.txt to determine how the superseded data were derived.
 GA0642
 GA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA663367(NAD 83)
 GA0642_MARKER: DB = BENCH MARK DISK
 GA0642_SETTING: 66 = SET IN ROCK OUTCROP
 GA0642_SP_SET: SET IN ROCK OUTCROP
 GA0642_STAMPING: P 105 1935
 GA0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0642+STABILITY: POSITION/ELEVATION WELL
 GA0642
 GA0642  HISTORY     - Date     Condition        Report By
 GA0642  HISTORY     - 1935     MONUMENTED       CGS
 GA0642  HISTORY     - 1961     GOOD             NGS
 GA0642
 GA0642                          STATION DESCRIPTION
 GA0642
 GA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0642'1 MI NE FROM FORDTOWN.
 GA0642'1.0 MILE NORTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0642'FROM THE STATION AT FORDTOWN, SULLIVAN COUNTY, IN THE MIDDLE
 GA0642'OF A ROCK CUT, IN THE FACE OF THE CUT, 10 FEET WEST OF THE WEST
 GA0642'RAIL, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GA0642'P 105 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0934 ***********************************************************************
 GA0934  DESIGNATION -  P 107
 GA0934  PID         -  GA0934
 GA0934  STATE/COUNTY-  TN/WASHINGTON
 GA0934  USGS QUAD   -  LOVELACE (1971)
 GA0934
 GA0934                         *CURRENT SURVEY CONTROL
 GA0934  ___________________________________________________________________
 GA0934* NAD 83(1986)-  36 25 41.     (N)    082 37 48.     (W)     SCALED    
 GA0934* NAVD 88     -       435.084  (meters)    1427.44   (feet)  ADJUSTED  
 GA0934  ___________________________________________________________________
 GA0934  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0934  DYNAMIC HT  -         434.680 (meters)    1426.11  (feet)  COMP
 GA0934  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 GA0934
 GA0934  VERT ORDER  -  SECOND    CLASS 0
 GA0934
 GA0934.The horizontal coordinates were scaled from a topographic map and have
 GA0934.an estimated accuracy of +/- 6 seconds.
 GA0934
 GA0934.The orthometric height was determined by differential leveling
 GA0934.and adjusted by the National Geodetic Survey in June 1991..
 GA0934
 GA0934.The geoid height was determined by GEOID03.
 GA0934
 GA0934.The dynamic height is computed by dividing the NAVD 88
 GA0934.geopotential number by the normal gravity value computed on the
 GA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0934.degrees latitude (g = 980.6199 gals.).
 GA0934
 GA0934.The modeled gravity was interpolated from observed gravity values.
 GA0934
 GA0934;                    North         East    Units  Estimated Accuracy
 GA0934;SPC TN       -   237,620.      902,140.      MT  (+/- 180 meters Scaled)
 GA0934
 GA0934                          SUPERSEDED SURVEY CONTROL
 GA0934
 GA0934  NGVD 29 (??/??/92)  435.224  (m)         1427.90   (f) ADJ UNCH    2 0
 GA0934
 GA0934.Superseded values are not recommended for survey control.
 GA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0934.See file dsdata.txt to determine how the superseded data were derived.
 GA0934
 GA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA538326(NAD 83)
 GA0934_MARKER: DB = BENCH MARK DISK
 GA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0934_STAMPING: P 107 1935
 GA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0934+STABILITY: SURFACE MOTION
 GA0934
 GA0934  HISTORY     - Date     Condition        Report By
 GA0934  HISTORY     - 1935     MONUMENTED       CGS
 GA0934  HISTORY     - 20010331 GOOD             NGS
 GA0934
 GA0934                          STATION DESCRIPTION
 GA0934
 GA0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0934'0.8 MI N FROM FALL BRANCH.
 GA0934'0.8 MILE NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0934'FALL BRANCH, WASHINGTON COUNTY, AT THE DOCTOR TAYLOR RESIDENCE,
 GA0934'15 FEET SOUTH OF A DRIVEWAY, 30 FEET EAST OF THE CENTERLINE OF
 GA0934'THE HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE, AND 3 FEET HIGHER THAN
 GA0934'THE HIGHWAY.  A STANDARD DISK, STAMPED P 107 1935 AND SET IN THE
 GA0934'TOP OF A CONCRETE POST.
 GA0934
 GA0934                          STATION RECOVERY (2001)
 GA0934
 GA0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0934'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1404 ***********************************************************************
 GA1404  DESIGNATION -  P 108
 GA1404  PID         -  GA1404
 GA1404  STATE/COUNTY-  TN/SULLIVAN
 GA1404  USGS QUAD   -  KINGSPORT (1991)
 GA1404
 GA1404                         *CURRENT SURVEY CONTROL
 GA1404  ___________________________________________________________________
 GA1404* NAD 83(1986)-  36 30 50.     (N)    082 31 10.     (W)     SCALED    
 GA1404* NAVD 88     -       406.344  (meters)    1333.15   (feet)  ADJUSTED  
 GA1404  ___________________________________________________________________
 GA1404  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA1404  DYNAMIC HT  -         405.973 (meters)    1331.93  (feet)  COMP
 GA1404  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1404
 GA1404  VERT ORDER  -  SECOND    CLASS 0
 GA1404
 GA1404.The horizontal coordinates were scaled from a topographic map and have
 GA1404.an estimated accuracy of +/- 6 seconds.
 GA1404
 GA1404.The orthometric height was determined by differential leveling
 GA1404.and adjusted by the National Geodetic Survey in June 1991..
 GA1404
 GA1404.The geoid height was determined by GEOID03.
 GA1404
 GA1404.The dynamic height is computed by dividing the NAVD 88
 GA1404.geopotential number by the normal gravity value computed on the
 GA1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1404.degrees latitude (g = 980.6199 gals.).
 GA1404
 GA1404.The modeled gravity was interpolated from observed gravity values.
 GA1404
 GA1404;                    North         East    Units  Estimated Accuracy
 GA1404;SPC TN       -   247,480.      911,710.      MT  (+/- 180 meters Scaled)
 GA1404
 GA1404                          SUPERSEDED SURVEY CONTROL
 GA1404
 GA1404  NGVD 29 (??/??/92)  406.487  (m)         1333.62   (f) ADJ UNCH    2 0
 GA1404
 GA1404.Superseded values are not recommended for survey control.
 GA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1404.See file dsdata.txt to determine how the superseded data were derived.
 GA1404
 GA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA639420(NAD 83)
 GA1404_MARKER: DB = BENCH MARK DISK
 GA1404_SETTING: 66 = SET IN ROCK OUTCROP
 GA1404_SP_SET: ROCK OUTCROP
 GA1404_STAMPING: P 108 1935
 GA1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1404+STABILITY: POSITION/ELEVATION WELL
 GA1404
 GA1404  HISTORY     - Date     Condition        Report By
 GA1404  HISTORY     - 1935     MONUMENTED       CGS
 GA1404  HISTORY     - 1939     GOOD             NGS
 GA1404
 GA1404                          STATION DESCRIPTION
 GA1404
 GA1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GA1404'3.6 MI SE FROM KINGSPORT.
 GA1404'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE AT
 GA1404'KINGSPORT, SULLIVAN COUNTY, IN FRONT OF A SMALL WHITE HOUSE, 21
 GA1404'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF A
 GA1404'24-INCH WALNUT TREE, IN THE TOP OF A ROCK OUTCROP, AND 5 FEET
 GA1404'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0214 ***********************************************************************
 GA0214  DESIGNATION -  P 109
 GA0214  PID         -  GA0214
 GA0214  STATE/COUNTY-  TN/SULLIVAN
 GA0214  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0214
 GA0214                         *CURRENT SURVEY CONTROL
 GA0214  ___________________________________________________________________
 GA0214* NAD 83(1986)-  36 33 12.     (N)    082 18 15.     (W)     SCALED    
 GA0214* NAVD 88     -       485.528  (meters)    1592.94   (feet)  ADJUSTED  
 GA0214  ___________________________________________________________________
 GA0214  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0214  DYNAMIC HT  -         485.079 (meters)    1591.46  (feet)  COMP
 GA0214  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0214
 GA0214  VERT ORDER  -  SECOND    CLASS 0
 GA0214
 GA0214.The horizontal coordinates were scaled from a topographic map and have
 GA0214.an estimated accuracy of +/- 6 seconds.
 GA0214
 GA0214.The orthometric height was determined by differential leveling
 GA0214.and adjusted by the National Geodetic Survey in June 1991..
 GA0214
 GA0214.The geoid height was determined by GEOID03.
 GA0214
 GA0214.The dynamic height is computed by dividing the NAVD 88
 GA0214.geopotential number by the normal gravity value computed on the
 GA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0214.degrees latitude (g = 980.6199 gals.).
 GA0214
 GA0214.The modeled gravity was interpolated from observed gravity values.
 GA0214
 GA0214;                    North         East    Units  Estimated Accuracy
 GA0214;SPC TN       -   252,560.      930,820.      MT  (+/- 180 meters Scaled)
 GA0214
 GA0214                          SUPERSEDED SURVEY CONTROL
 GA0214
 GA0214  NGVD 29 (??/??/92)  485.672  (m)         1593.41   (f) ADJ UNCH    2 0
 GA0214
 GA0214.Superseded values are not recommended for survey control.
 GA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0214.See file dsdata.txt to determine how the superseded data were derived.
 GA0214
 GA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA832461(NAD 83)
 GA0214_MARKER: DB = BENCH MARK DISK
 GA0214_SETTING: 66 = SET IN ROCK OUTCROP
 GA0214_SP_SET: ROCK OUTCROP
 GA0214_STAMPING: P 109 1935
 GA0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0214+STABILITY: POSITION/ELEVATION WELL
 GA0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0214+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2004
 GA0214
 GA0214  HISTORY     - Date     Condition        Report By
 GA0214  HISTORY     - 1935     MONUMENTED       CGS
 GA0214  HISTORY     - 1959     GOOD             TVA
 GA0214  HISTORY     - 20040108 GOOD             INDIV
 GA0214
 GA0214                          STATION DESCRIPTION
 GA0214
 GA0214'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0214'1.7 MI NE FROM BLOUNTVILLE.
 GA0214'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 W FROM THE COURTHOUSE
 GA0214'AT BLOUNTVILLE, SULLIVAN COUNTY, THENCE 0.6 MILE NORTHWEST ALONG
 GA0214'THE SULLIVAN COUNTY POORHOUSE FARM ROAD, 85 YARDS SOUTH OF THE
 GA0214'POORHOUSE, 62 FEET WEST OF THE CENTERLINE OF THE ROAD, 32 FEET
 GA0214'SOUTHWEST OF A 3-FOOT ELM TREE, 18 FEET NORTHWEST OF A SMALL CREEK,
 GA0214'15 FEET SOUTH OF A THREE-PRONGED WALNUT TREE, IN THE TOP OF A
 GA0214'ROCK OUTCROP, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0214'STAMPED P 109 1935.
 GA0214
 GA0214                          STATION RECOVERY (2004)
 GA0214
 GA0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MED)
 GA0214'DESCRIBED BY MIZE AND ASSOCIATES SURVEYORS
 GA0214' 
 GA0214'1.7 MI NORTHEAST FROM BLOUNTVILLE.
 GA0214'1.7 MI ALONG S.R. 126 FROM THE COURTHOUSE AT BLOUNTVILLE, SULLIVAN
 GA0214' 
 GA0214'COUNTY, THENCE 0.6 MILE NW ALONG COUNTY HOME ROAD TO INTERSECTION OF
 GA0214'COUNTY HOME ROAD AND TIPTON LANE. THE MONUMENT IS LOCATED SOUTH EAST
 GA0214'OF THE CENTERLINE INTERSECTION OF COUNTY HOME ROAD AND TIPTON LANE,
 GA0214'APPROX. 75 FEET. THE MONUMENT IS  WEST OF THE TOP OF THE CREEK BANK
 GA0214'AND APPROXIMATELY 4 FEET HIGHER THAN THE TOP OF THE CREEK BANK. A
 GA0214'STANDARD DISK STAMPED P 109 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0388 ***********************************************************************
 GA0388  DESIGNATION -  P 11
 GA0388  PID         -  GA0388
 GA0388  STATE/COUNTY-  TN/SULLIVAN
 GA0388  USGS QUAD   -  BLUFF CITY (1968)
 GA0388
 GA0388                         *CURRENT SURVEY CONTROL
 GA0388  ___________________________________________________________________
 GA0388* NAD 83(1986)-  36 28 38.     (N)    082 15 21.     (W)     SCALED    
 GA0388* NAVD 88     -       432.442  (meters)    1418.77   (feet)  ADJUSTED  
 GA0388  ___________________________________________________________________
 GA0388  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0388  DYNAMIC HT  -         432.044 (meters)    1417.46  (feet)  COMP
 GA0388  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GA0388
 GA0388  VERT ORDER  -  FIRST     CLASS II
 GA0388
 GA0388.The horizontal coordinates were scaled from a topographic map and have
 GA0388.an estimated accuracy of +/- 6 seconds.
 GA0388
 GA0388.The orthometric height was determined by differential leveling
 GA0388.and adjusted by the National Geodetic Survey in June 1991..
 GA0388
 GA0388.The geoid height was determined by GEOID03.
 GA0388
 GA0388.The dynamic height is computed by dividing the NAVD 88
 GA0388.geopotential number by the normal gravity value computed on the
 GA0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0388.degrees latitude (g = 980.6199 gals.).
 GA0388
 GA0388.The modeled gravity was interpolated from observed gravity values.
 GA0388
 GA0388;                    North         East    Units  Estimated Accuracy
 GA0388;SPC TN       -   244,290.      935,460.      MT  (+/- 180 meters Scaled)
 GA0388
 GA0388                          SUPERSEDED SURVEY CONTROL
 GA0388
 GA0388  NGVD 29 (??/??/92)  432.596  (m)         1419.28   (f) ADJ UNCH    1 2
 GA0388
 GA0388.Superseded values are not recommended for survey control.
 GA0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0388.See file dsdata.txt to determine how the superseded data were derived.
 GA0388
 GA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA874376(NAD 83)
 GA0388_MARKER: DB = BENCH MARK DISK
 GA0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0388_SP_SET: ABUTMENT
 GA0388_STAMPING: 1419.472 P 11 1933
 GA0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0388
 GA0388  HISTORY     - Date     Condition        Report By
 GA0388  HISTORY     - 1933     MONUMENTED       CGS
 GA0388  HISTORY     - 1934     GOOD             NGS
 GA0388
 GA0388                          STATION DESCRIPTION
 GA0388
 GA0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0388'0.4 MI N FROM BLUFF CITY.
 GA0388'0.4 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY, SULLIVAN
 GA0388'COUNTY, 25 FEET SOUTHWEST OF MILEPOST NO. 10.7 A, AT THE RAILWAY
 GA0388'BRIDGE OVER HOLSTON RIVER, IN THE TOP OF THE SOUTHEAST END OF THE
 GA0388'NORTHEAST ABUTMENT, 3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 GA0388'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED 1419.472 P 11 1933.
 GA0388
 GA0388                          STATION RECOVERY (1934)
 GA0388
 GA0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GA0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1795 ***********************************************************************
 GB1795  DESIGNATION -  P 11
 GB1795  PID         -  GB1795
 GB1795  STATE/COUNTY-  TN/PUTNAM
 GB1795  USGS QUAD   -  BAXTER (1981)
 GB1795
 GB1795                         *CURRENT SURVEY CONTROL
 GB1795  ___________________________________________________________________
 GB1795* NAD 83(1986)-  36 09 17.     (N)    085 38 30.     (W)     SCALED    
 GB1795* NAVD 88     -       317.569  (meters)    1041.89   (feet)  ADJUSTED  
 GB1795  ___________________________________________________________________
 GB1795  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1795  DYNAMIC HT  -         317.285 (meters)    1040.96  (feet)  COMP
 GB1795  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GB1795
 GB1795  VERT ORDER  -  SECOND    CLASS 0
 GB1795
 GB1795.The horizontal coordinates were scaled from a topographic map and have
 GB1795.an estimated accuracy of +/- 6 seconds.
 GB1795
 GB1795.The orthometric height was determined by differential leveling
 GB1795.and adjusted by the National Geodetic Survey in June 1991..
 GB1795
 GB1795.The geoid height was determined by GEOID03.
 GB1795
 GB1795.The dynamic height is computed by dividing the NAVD 88
 GB1795.geopotential number by the normal gravity value computed on the
 GB1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1795.degrees latitude (g = 980.6199 gals.).
 GB1795
 GB1795.The modeled gravity was interpolated from observed gravity values.
 GB1795
 GB1795;                    North         East    Units  Estimated Accuracy
 GB1795;SPC TN       -   202,140.      632,240.      MT  (+/- 180 meters Scaled)
 GB1795
 GB1795                          SUPERSEDED SURVEY CONTROL
 GB1795
 GB1795  NGVD 29 (??/??/92)  317.634  (m)         1042.10   (f) ADJ UNCH    2 0
 GB1795
 GB1795.Superseded values are not recommended for survey control.
 GB1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1795.See file dsdata.txt to determine how the superseded data were derived.
 GB1795
 GB1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF221019(NAD 83)
 GB1795_MARKER: DD = SURVEY DISK
 GB1795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1795_SP_SET: STEP
 GB1795_STAMPING: P 11 1925
 GB1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1795
 GB1795  HISTORY     - Date     Condition        Report By
 GB1795  HISTORY     - 1925     MONUMENTED       USGS
 GB1795  HISTORY     - 1960     GOOD             NGS
 GB1795
 GB1795                          STATION DESCRIPTION
 GB1795
 GB1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1795'AT BAXTER.
 GB1795'THIS BENCH MARK IS IN THE TOP OF THE CONCRETE ENTRANCE STEP
 GB1795'TO NUNALLYS DRUGS, 4 FT. WEST OF THE SOUTHEAST CORNER OF THE
 GB1795'BUILDING.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB1795'ENTRACNE STEP AND IS ABOUT 0.6 FT. HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0285 ***********************************************************************
 FF0285  DESIGNATION -  P 11 50 11 BOLT
 FF0285  PID         -  FF0285
 FF0285  STATE/COUNTY-  TN/SHELBY
 FF0285  USGS QUAD   -  LOCKE (1970)
 FF0285
 FF0285                         *CURRENT SURVEY CONTROL
 FF0285  ___________________________________________________________________
 FF0285* NAD 83(1986)-  35 19 58.     (N)    090 05 31.     (W)     SCALED    
 FF0285* NAVD 88     -        66.460  (meters)     218.04   (feet)  ADJUSTED  
 FF0285  ___________________________________________________________________
 FF0285  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0285  DYNAMIC HT  -          66.400 (meters)     217.85  (feet)  COMP
 FF0285  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FF0285
 FF0285  VERT ORDER  -  FIRST     CLASS II
 FF0285
 FF0285.The horizontal coordinates were scaled from a topographic map and have
 FF0285.an estimated accuracy of +/- 6 seconds.
 FF0285
 FF0285.The orthometric height was determined by differential leveling
 FF0285.and adjusted by the National Geodetic Survey in June 1991..
 FF0285
 FF0285.The geoid height was determined by GEOID03.
 FF0285
 FF0285.The dynamic height is computed by dividing the NAVD 88
 FF0285.geopotential number by the normal gravity value computed on the
 FF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0285.degrees latitude (g = 980.6199 gals.).
 FF0285
 FF0285.The modeled gravity was interpolated from observed gravity values.
 FF0285
 FF0285;                    North         East    Units  Estimated Accuracy
 FF0285;SPC TN       -   118,660.      228,090.      MT  (+/- 180 meters Scaled)
 FF0285
 FF0285                          SUPERSEDED SURVEY CONTROL
 FF0285
 FF0285  NGVD 29 (??/??/??)   66.425  (m)          217.93   (f) ADJUSTED    1 2
 FF0285
 FF0285.Superseded values are not recommended for survey control.
 FF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0285.See file dsdata.txt to determine how the superseded data were derived.
 FF0285
 FF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV643138(NAD 83)
 FF0285_MARKER: B = BOLT
 FF0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0285_STAMPING: P 11 50 11
 FF0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0285
 FF0285  HISTORY     - Date     Condition        Report By
 FF0285  HISTORY     - UNK      MONUMENTED       DOD
 FF0285  HISTORY     - 1957     GOOD             CGS
 FF0285
 FF0285                          STATION DESCRIPTION
 FF0285
 FF0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0285'4.8 MI W FROM LOCKE.
 FF0285'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0285'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0285'ROAD, THENCE 1.85 MILES WEST ALONG A GRADED ROAD, THENCE 0.4
 FF0285'MILE SOUTH ALONG THE EAST BANK OF THE MISSISSIPPI RIVER, 115
 FF0285'PACES EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, 135 PACES
 FF0285'SOUTHEAST OF THE EAST BANK OF THE RIVER ALONG A CLEARING ENDING
 FF0285'AT THE BENCH MARK, 20 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED
 FF0285'14-INCH HACKBERRY TREE, 18 FEET EAST-SOUTHEAST OF A BLAZED
 FF0285'24-INCH HACKBERRY TREE, 7 FEET EAST OF A BLAZED 18 INCH
 FF0285'HACKBERRY TREE, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP
 FF0285'WHICH PROJECTS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0284 ***********************************************************************
 FF0284  DESIGNATION -  P 11 50 11 CAP
 FF0284  PID         -  FF0284
 FF0284  STATE/COUNTY-  TN/SHELBY
 FF0284  USGS QUAD   -  LOCKE (1970)
 FF0284
 FF0284                         *CURRENT SURVEY CONTROL
 FF0284  ___________________________________________________________________
 FF0284* NAD 83(1986)-  35 19 58.     (N)    090 05 31.     (W)     SCALED    
 FF0284* NAVD 88     -        67.666  (meters)     222.00   (feet)  ADJUSTED  
 FF0284  ___________________________________________________________________
 FF0284  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0284  DYNAMIC HT  -          67.606 (meters)     221.80  (feet)  COMP
 FF0284  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FF0284
 FF0284  VERT ORDER  -  FIRST     CLASS II
 FF0284
 FF0284.The horizontal coordinates were scaled from a topographic map and have
 FF0284.an estimated accuracy of +/- 6 seconds.
 FF0284
 FF0284.The orthometric height was determined by differential leveling
 FF0284.and adjusted by the National Geodetic Survey in June 1991..
 FF0284
 FF0284.The geoid height was determined by GEOID03.
 FF0284
 FF0284.The dynamic height is computed by dividing the NAVD 88
 FF0284.geopotential number by the normal gravity value computed on the
 FF0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0284.degrees latitude (g = 980.6199 gals.).
 FF0284
 FF0284.The modeled gravity was interpolated from observed gravity values.
 FF0284
 FF0284;                    North         East    Units  Estimated Accuracy
 FF0284;SPC TN       -   118,660.      228,090.      MT  (+/- 180 meters Scaled)
 FF0284
 FF0284                          SUPERSEDED SURVEY CONTROL
 FF0284
 FF0284  NGVD 29 (??/??/??)   67.634  (m)          221.90   (f) ADJUSTED    1 2
 FF0284
 FF0284.Superseded values are not recommended for survey control.
 FF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0284.See file dsdata.txt to determine how the superseded data were derived.
 FF0284
 FF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV643138(NAD 83)
 FF0284_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0284_STAMPING: P 11 50 11
 FF0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0284
 FF0284  HISTORY     - Date     Condition        Report By
 FF0284  HISTORY     - UNK      MONUMENTED       DOD
 FF0284  HISTORY     - 1957     GOOD             CGS
 FF0284
 FF0284                          STATION DESCRIPTION
 FF0284
 FF0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0284'4.8 MI W FROM LOCKE.
 FF0284'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0284'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0284'ROAD, THENCE 1.85 MILES WEST ALONG A GRADED ROAD, THENCE 0.4
 FF0284'MILE SOUTH ALONG THE EAST BANK OF THE MISSISSIPPI RIVER, 115
 FF0284'PACES EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, 135 PACES
 FF0284'SOUTHEAST OF THE EAST BANK OF THE RIVER ALONG A CLEARING ENDING
 FF0284'AT THE BENCH MARK, 20 FEET WEST-NORTHWEST OF A TRIANGULAR
 FF0284'BLAZED 14-INCH HACKBERRY TREE, 18 FEET EAST-SOUTHEAST OF A
 FF0284'BLAZED 24-INCH HACKBERRY TREE, 7 FEET EAST OF A BLAZED 18 INCH
 FF0284'HACKBERRY TREE, A USE PIPE AND CAP WHICH PROJECTS 12 INCHES
 FF0284'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1256 ***********************************************************************
 FZ1256  DESIGNATION -  P 110
 FZ1256  PID         -  FZ1256
 FZ1256  STATE/COUNTY-  TN/SULLIVAN
 FZ1256  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1256
 FZ1256                         *CURRENT SURVEY CONTROL
 FZ1256  ___________________________________________________________________
 FZ1256* NAD 83(1986)-  36 32 47.     (N)    081 59 16.     (W)     SCALED    
 FZ1256* NAVD 88     -       665.294  (meters)    2182.72   (feet)  ADJUSTED  
 FZ1256  ___________________________________________________________________
 FZ1256  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ1256  DYNAMIC HT  -         664.663 (meters)    2180.65  (feet)  COMP
 FZ1256  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 FZ1256
 FZ1256  VERT ORDER  -  SECOND    CLASS 0
 FZ1256
 FZ1256.The horizontal coordinates were scaled from a topographic map and have
 FZ1256.an estimated accuracy of +/- 6 seconds.
 FZ1256
 FZ1256.The orthometric height was determined by differential leveling
 FZ1256.and adjusted by the National Geodetic Survey in June 1991..
 FZ1256
 FZ1256.The geoid height was determined by GEOID03.
 FZ1256
 FZ1256.The dynamic height is computed by dividing the NAVD 88
 FZ1256.geopotential number by the normal gravity value computed on the
 FZ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1256.degrees latitude (g = 980.6199 gals.).
 FZ1256
 FZ1256.The modeled gravity was interpolated from observed gravity values.
 FZ1256
 FZ1256;                    North         East    Units  Estimated Accuracy
 FZ1256;SPC TN       -   252,910.      959,150.      MT  (+/- 180 meters Scaled)
 FZ1256
 FZ1256                          SUPERSEDED SURVEY CONTROL
 FZ1256
 FZ1256  NGVD 29 (??/??/92)  665.393  (m)         2183.04   (f) ADJ UNCH    2 0
 FZ1256
 FZ1256.Superseded values are not recommended for survey control.
 FZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1256.See file dsdata.txt to determine how the superseded data were derived.
 FZ1256
 FZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA115450(NAD 83)
 FZ1256_MARKER: DB = BENCH MARK DISK
 FZ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1256_STAMPING: P 110 1935
 FZ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1256+STABILITY: SURFACE MOTION
 FZ1256
 FZ1256  HISTORY     - Date     Condition        Report By
 FZ1256  HISTORY     - 1935     MONUMENTED       CGS
 FZ1256
 FZ1256                          STATION DESCRIPTION
 FZ1256
 FZ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1256'6.6 MI SE FROM HOLSTON VALLEY.
 FZ1256'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1256'AT HOLSTON VALLEY, SULLIVAN COUNTY, AT THE JUNCTION OF A DIRT
 FZ1256'ROAD LEADING SOUTHWEST INTO THE WOODS, 20 YARDS NORTHEAST OF
 FZ1256'THE ROAD, 30.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 23.5
 FZ1256'FEET NORTHEAST OF A STONE CULVERT, 14 FEET SOUTH OF AN OLD TRAIL
 FZ1256'LEADING EAST, AND 3-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FZ1256'DISK, STAMPED P 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1012 ***********************************************************************
 FZ1012  DESIGNATION -  P 111
 FZ1012  PID         -  FZ1012
 FZ1012  STATE/COUNTY-  TN/JOHNSON
 FZ1012  USGS QUAD   -  SHERWOOD (1994)
 FZ1012
 FZ1012                         *CURRENT SURVEY CONTROL
 FZ1012  ___________________________________________________________________
 FZ1012* NAD 83(1986)-  36 21 10.     (N)    081 51 08.     (W)     SCALED    
 FZ1012* NAVD 88     -       853.93   (+/-2cm)    2801.6    (feet)  VERTCON   
 FZ1012  ___________________________________________________________________
 FZ1012  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ1012
 FZ1012  VERT ORDER  -  ? (See Below)
 FZ1012
 FZ1012.The horizontal coordinates were scaled from a topographic map and have
 FZ1012.an estimated accuracy of +/- 6 seconds.
 FZ1012
 FZ1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1012.The vertical order pertains to the NGVD 29 superseded value.
 FZ1012
 FZ1012.The geoid height was determined by GEOID03.
 FZ1012
 FZ1012;                    North         East    Units  Estimated Accuracy
 FZ1012;SPC TN       -   231,950.      972,190.      MT  (+/- 180 meters Scaled)
 FZ1012
 FZ1012                          SUPERSEDED SURVEY CONTROL
 FZ1012
 FZ1012  NGVD 29 (??/??/92)  854.021  (m)         2801.90   (f) ADJ UNCH    ?  
 FZ1012
 FZ1012.Superseded values are not recommended for survey control.
 FZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1012.See file dsdata.txt to determine how the superseded data were derived.
 FZ1012
 FZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA235234(NAD 83)
 FZ1012_MARKER: DB = BENCH MARK DISK
 FZ1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1012_STAMPING: P 111 1935
 FZ1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1012+STABILITY: SURFACE MOTION
 FZ1012
 FZ1012  HISTORY     - Date     Condition        Report By
 FZ1012  HISTORY     - 1935     MONUMENTED       CGS
 FZ1012  HISTORY     - 1937     GOOD             TVA
 FZ1012
 FZ1012                          STATION DESCRIPTION
 FZ1012
 FZ1012'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1012'3.5 MI NW FROM REESE.
 FZ1012'IN JOHNSON COUNTY, TENNESSEE, 3.5 MILES NORTHWEST ALONG THE LOCUST
 FZ1012'GAP COUNTY ROAD FROM THE BEAVERDAM CHURCH AT REESE, WATAUGA
 FZ1012'COUNTY, NORTH CAROLINA, ON THE DAUTHERTY ESTATE PROPERTY, ON THE
 FZ1012'EAST SIDE OF AN OLD ROAD (NOW A GULLY 50 FEET WIDE), 275 FEET
 FZ1012'WEST OF THE ROAD NOW USED (1939), 200 FEET NORTHWEST OF A TALL
 FZ1012'36-INCH PINE TREE, 60 FEET WEST OF ANOTHER TALL 36-INCH PINE
 FZ1012'TREE, 100 FEET EAST OF TWO 12-INCH CHESTNUT OAK TREES, 44.2 FEET
 FZ1012'SOUTHEAST OF A 6-INCH PINE TREE AT THE MIDDLE OF THE GULLY, AND IN
 FZ1012'THE WOODS BETWEEN THE ROADS.  A STANDARD DISK, STAMPED P 111 1935
 FZ1012'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0669 ***********************************************************************
 GA0669  DESIGNATION -  P 112
 GA0669  PID         -  GA0669
 GA0669  STATE/COUNTY-  TN/UNICOI
 GA0669  USGS QUAD   -  CHESTOA (1978)
 GA0669
 GA0669                         *CURRENT SURVEY CONTROL
 GA0669  ___________________________________________________________________
 GA0669* NAD 83(1986)-  36 02 36.     (N)    082 29 52.     (W)     SCALED    
 GA0669* NAVD 88     -       620.71   (+/-2cm)    2036.4    (feet)  VERTCON   
 GA0669  ___________________________________________________________________
 GA0669  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA0669
 GA0669  VERT ORDER  -  ? (See Below)
 GA0669
 GA0669.The horizontal coordinates were scaled from a topographic map and have
 GA0669.an estimated accuracy of +/- 6 seconds.
 GA0669
 GA0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0669.The vertical order pertains to the NGVD 29 superseded value.
 GA0669
 GA0669.The geoid height was determined by GEOID03.
 GA0669
 GA0669;                    North         East    Units  Estimated Accuracy
 GA0669;SPC TN       -   195,370.      915,520.      MT  (+/- 180 meters Scaled)
 GA0669
 GA0669                          SUPERSEDED SURVEY CONTROL
 GA0669
 GA0669  NGVD 29 (??/??/92)  620.813  (m)         2036.78   (f) ADJ UNCH    ?  
 GA0669
 GA0669.Superseded values are not recommended for survey control.
 GA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0669.See file dsdata.txt to determine how the superseded data were derived.
 GA0669
 GA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV650897(NAD 83)
 GA0669_MARKER: DB = BENCH MARK DISK
 GA0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0669_STAMPING: P 112 1935
 GA0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0669+STABILITY: SURFACE MOTION
 GA0669
 GA0669  HISTORY     - Date     Condition        Report By
 GA0669  HISTORY     - 1935     MONUMENTED       CGS
 GA0669  HISTORY     - 1938     GOOD             TVA
 GA0669
 GA0669                          STATION DESCRIPTION
 GA0669
 GA0669'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0669'2.1 MI S FROM ERNESTVILLE.
 GA0669'2.1 MILES SOUTH ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0669'UNICOI COUNTY, 125 FEET NORTHEAST OF SPIVEY CREEK, 60 FEET
 GA0669'SOUTHWEST OF THE L.B. BRADFORD HOUSE, 53.9 FEET NORTHWEST
 GA0669'OF THE NORTHWEST CORNER OF THE STORE, 38 FEET WEST OF SOME
 GA0669'STONE STEPS, 34.6 FEET SOUTH-SOUTHEAST OF THE WEST END OF A
 GA0669'STONEWALL, 9 FEET SOUTHWEST OF THE HIGHWAY, AND 5 FEET SOUTHWEST
 GA0669'OF THE JOHN HOWELL MAIL BOX.  A STANDARD DISK, STAMPED P 112
 GA0669'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1898 ***********************************************************************
 GA1898  DESIGNATION -  P 113
 GA1898  PID         -  GA1898
 GA1898  STATE/COUNTY-  TN/HAMBLEN
 GA1898  USGS QUAD   -  SPRINGVALE (1980)
 GA1898
 GA1898                         *CURRENT SURVEY CONTROL
 GA1898  ___________________________________________________________________
 GA1898* NAD 83(1986)-  36 13 48.     (N)    083 11 37.     (W)     SCALED    
 GA1898* NAVD 88     -       408.344  (meters)    1339.71   (feet)  ADJUSTED  
 GA1898  ___________________________________________________________________
 GA1898  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1898  DYNAMIC HT  -         407.972 (meters)    1338.49  (feet)  COMP
 GA1898  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1898
 GA1898  VERT ORDER  -  SECOND    CLASS 0
 GA1898
 GA1898.The horizontal coordinates were scaled from a topographic map and have
 GA1898.an estimated accuracy of +/- 6 seconds.
 GA1898
 GA1898.The orthometric height was determined by differential leveling
 GA1898.and adjusted by the National Geodetic Survey in June 1991..
 GA1898
 GA1898.The geoid height was determined by GEOID03.
 GA1898
 GA1898.The dynamic height is computed by dividing the NAVD 88
 GA1898.geopotential number by the normal gravity value computed on the
 GA1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1898.degrees latitude (g = 980.6199 gals.).
 GA1898
 GA1898.The modeled gravity was interpolated from observed gravity values.
 GA1898
 GA1898;                    North         East    Units  Estimated Accuracy
 GA1898;SPC TN       -   214,050.      852,260.      MT  (+/- 180 meters Scaled)
 GA1898
 GA1898                          SUPERSEDED SURVEY CONTROL
 GA1898
 GA1898  NGVD 29 (??/??/92)  408.488  (m)         1340.18   (f) ADJ UNCH    2 0
 GA1898
 GA1898.Superseded values are not recommended for survey control.
 GA1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1898.See file dsdata.txt to determine how the superseded data were derived.
 GA1898
 GA1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA028116(NAD 83)
 GA1898_MARKER: DB = BENCH MARK DISK
 GA1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1898_STAMPING: P 113 1935
 GA1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1898+STABILITY: SURFACE MOTION
 GA1898
 GA1898  HISTORY     - Date     Condition        Report By
 GA1898  HISTORY     - 1935     MONUMENTED       CGS
 GA1898
 GA1898                          STATION DESCRIPTION
 GA1898
 GA1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1898'1.1 MI SW FROM RUSSELLVILLE.
 GA1898'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM RUSSELLVILLE,
 GA1898'THENCE 2.1 MILES SOUTH ALONG THE CHEEK CROSS ROADS-BEULAH ROAD,
 GA1898'0.2 MILE SOUTHEAST OF THE JUNCTION OF A T-ROAD LEADING NORTH,
 GA1898'AT THE GEORGE SHIPLEY PROPERTY, 28 YARDS NORTHEAST OF A WOODEN
 GA1898'BRIDGE, 17 FEET EAST OF THE CENTERLINE OF THE ROAD, 11.5 FEET
 GA1898'SOUTH OF THE CENTERLINE OF A PRIVATE ROAD, 27 FEET SOUTH OF A
 GA1898'SOUTHWEST FENCE CORNER, AND 4 FEET HIGHER THAN THE ROAD, 72 FEET
 GA1898'S-SE OF 24 IN BLACK WALNUT TREE, 36 FEET S-SW OF AN 8 IN BLACK
 GA1898'LOCUST TREE, 1.4 FEET N-NW OF A STEEL WITNESS POST.  A STANDARD
 GA1898'DISK, STAMPED P 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0902 ***********************************************************************
 GA0902  CBN         -  This is a Cooperative Base Network Control Station.
 GA0902  DESIGNATION -  P 114
 GA0902  PID         -  GA0902
 GA0902  STATE/COUNTY-  TN/GREENE
 GA0902  USGS QUAD   -  CEDAR CREEK (1980)
 GA0902
 GA0902                         *CURRENT SURVEY CONTROL
 GA0902  ___________________________________________________________________
 GA0902* NAD 83(1995)-  36 03 26.10952(N)    082 58 19.96200(W)     ADJUSTED  
 GA0902* NAVD 88     -       375.524  (meters)    1232.03   (feet)  ADJUSTED  
 GA0902  ___________________________________________________________________
 GA0902  X           -     631,640.520 (meters)                     COMP
 GA0902  Y           -  -5,123,754.082 (meters)                     COMP
 GA0902  Z           -   3,733,532.002 (meters)                     COMP
 GA0902  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GA0902  ELLIP HEIGHT-         344.43  (meters)          (08/03/04) GPS OBS
 GA0902  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0902  DYNAMIC HT  -         375.166 (meters)    1230.86  (feet)  COMP
 GA0902  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 GA0902
 GA0902  HORZ ORDER  -  A
 GA0902  VERT ORDER  -  SECOND    CLASS 0
 GA0902  ELLP ORDER  -  FOURTH    CLASS I
 GA0902
 GA0902.The horizontal coordinates were established by GPS observations
 GA0902.and adjusted by the National Geodetic Survey in August 2004..
 GA0902
 GA0902.The orthometric height was determined by differential leveling
 GA0902.and adjusted by the National Geodetic Survey in June 1991..
 GA0902
 GA0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0902
 GA0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0902
 GA0902.The ellipsoidal height was determined by GPS observations
 GA0902.and is referenced to NAD 83.
 GA0902
 GA0902.The geoid height was determined by GEOID03.
 GA0902
 GA0902.The dynamic height is computed by dividing the NAVD 88
 GA0902.geopotential number by the normal gravity value computed on the
 GA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0902.degrees latitude (g = 980.6199 gals.).
 GA0902
 GA0902.The modeled gravity was interpolated from observed gravity values.
 GA0902
 GA0902;                    North         East     Units Scale Factor Converg.
 GA0902;SPC TN       -   195,487.216   872,743.575   MT  0.99995596   +1 46 21.3
 GA0902;SPC TN       -   641,360.97  2,863,326.21   sFT  0.99995596   +1 46 21.3
 GA0902;UTM  17      - 3,992,098.503   322,366.951   MT  0.99998880   -1 09 40.1
 GA0902
 GA0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0902!SPC TN       -   0.99994595  x   0.99995596  =   0.99990191
 GA0902!UTM  17      -   0.99994595  x   0.99998880  =   0.99993475
 GA0902
 GA0902                          SUPERSEDED SURVEY CONTROL
 GA0902
 GA0902  NAVD 88 (08/03/04)  375.52   (m)         1232.0    (f) LEVELING    3  
 GA0902  NGVD 29 (??/??/92)  375.676  (m)         1232.53   (f) ADJ UNCH    2 0
 GA0902
 GA0902.Superseded values are not recommended for survey control.
 GA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0902.See file dsdata.txt to determine how the superseded data were derived.
 GA0902
 GA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2236792099(NAD 83)
 GA0902_MARKER: DB = BENCH MARK DISK
 GA0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0902_STAMPING: P 114 1935
 GA0902_MARK LOGO: CGS   
 GA0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0902+STABILITY: SURFACE MOTION
 GA0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0902+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA0902
 GA0902  HISTORY     - Date     Condition        Report By
 GA0902  HISTORY     - 1935     MONUMENTED       CGS
 GA0902  HISTORY     - 1950     GOOD             TVA
 GA0902  HISTORY     - 20031010 GOOD             TNDT
 GA0902
 GA0902                          STATION DESCRIPTION
 GA0902
 GA0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0902'1 MI NE FROM CANEY BRANCH.
 GA0902'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 GA0902'CANEY BRANCH, GREENE COUNTY, 0.25 MILE NORTHEAST OF A CONCRETE
 GA0902'BRIDGE OVER A CREEK, 100 YARDS NORTHEAST OF THE L.A. NIECE RESIDENCE,
 GA0902'43 FEET NORTH OF THE NORTH CORNER OF THE BARN, 27 FEET SOUTHEAST
 GA0902'OF THE CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF A 24-INCH PINE
 GA0902'TREE, 25 FEET SOUTHWEST OF A FENCE CORNER, 14.5 FEET SOUTHWEST
 GA0902'OF THE CENTER OF A GATE, 1-1/2 FEET SOUTHEAST OF A FENCE LINE,
 GA0902'3 FEET HIGHER THAN THE HIGHWAY, AND 2 FEET SOUTHEAST OF STEEL
 GA0902'WITNESS POST.  A STANDARD DISK, STAMPED P 114 1935 AND SET IN THE
 GA0902'TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 35 AT THIS POINT IS NOW
 GA0902'U.S. HIGHWAY 411.
 GA0902
 GA0902                          STATION RECOVERY (1950)
 GA0902
 GA0902'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0902'RECOVERED IN GOOD CONDITION.
 GA0902
 GA0902                          STATION RECOVERY (2003)
 GA0902
 GA0902'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA0902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0521 ***********************************************************************
 GA0521  DESIGNATION -  P 116
 GA0521  PID         -  GA0521
 GA0521  STATE/COUNTY-  TN/SULLIVAN
 GA0521  USGS QUAD   -  BLUFF CITY (1968)
 GA0521
 GA0521                         *CURRENT SURVEY CONTROL
 GA0521  ___________________________________________________________________
 GA0521* NAD 83(1986)-  36 26 55.     (N)    082 20 43.     (W)     SCALED    
 GA0521* NAVD 88     -       459.082  (meters)    1506.17   (feet)  ADJUSTED  
 GA0521  ___________________________________________________________________
 GA0521  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0521  DYNAMIC HT  -         458.658 (meters)    1504.78  (feet)  COMP
 GA0521  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA0521
 GA0521  VERT ORDER  -  SECOND    CLASS 0
 GA0521
 GA0521.The horizontal coordinates were scaled from a topographic map and have
 GA0521.an estimated accuracy of +/- 6 seconds.
 GA0521
 GA0521.The orthometric height was determined by differential leveling
 GA0521.and adjusted by the National Geodetic Survey in June 1991..
 GA0521
 GA0521.The geoid height was determined by GEOID03.
 GA0521
 GA0521.The dynamic height is computed by dividing the NAVD 88
 GA0521.geopotential number by the normal gravity value computed on the
 GA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0521.degrees latitude (g = 980.6199 gals.).
 GA0521
 GA0521.The modeled gravity was interpolated from observed gravity values.
 GA0521
 GA0521;                    North         East    Units  Estimated Accuracy
 GA0521;SPC TN       -   240,810.      927,570.      MT  (+/- 180 meters Scaled)
 GA0521
 GA0521                          SUPERSEDED SURVEY CONTROL
 GA0521
 GA0521  NGVD 29 (??/??/92)  459.234  (m)         1506.67   (f) ADJ UNCH    2 0
 GA0521
 GA0521.Superseded values are not recommended for survey control.
 GA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0521.See file dsdata.txt to determine how the superseded data were derived.
 GA0521
 GA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA794345(NAD 83)
 GA0521_MARKER: DB = BENCH MARK DISK
 GA0521_SETTING: 66 = SET IN ROCK OUTCROP
 GA0521_SP_SET: SET IN ROCK OUTCROP
 GA0521_STAMPING: P 116 1935
 GA0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0521+STABILITY: POSITION/ELEVATION WELL
 GA0521
 GA0521  HISTORY     - Date     Condition        Report By
 GA0521  HISTORY     - 1935     MONUMENTED       CGS
 GA0521
 GA0521                          STATION DESCRIPTION
 GA0521
 GA0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0521'5.4 MI W FROM BLUFF CITY.
 GA0521'5.4 MILES WEST ALONG THE WEAVERS CREEK ROAD AND THE HOLSTON ROAD
 GA0521'FROM THE SOUTHERN RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY,
 GA0521'AT THE C.R. HARVEY RESIDENCE, 35 YARDS SOUTHWEST OF THE SOUTHWEST
 GA0521'CORNER OF THE HOUSE, 12 YARDS EAST OF THE CENTERLINE OF THE ROAD,
 GA0521'5 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD, IN THE TOP OF
 GA0521'A ROCK OUTCROP, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 GA0521'DISK, STAMPED P 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1018 ***********************************************************************
 GA1018  DESIGNATION -  P 117
 GA1018  PID         -  GA1018
 GA1018  STATE/COUNTY-  TN/GREENE
 GA1018  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1018
 GA1018                         *CURRENT SURVEY CONTROL
 GA1018  ___________________________________________________________________
 GA1018* NAD 83(1986)-  36 04 59.     (N)    082 49 44.     (W)     SCALED    
 GA1018* NAVD 88     -       398.793  (meters)    1308.37   (feet)  ADJUSTED  
 GA1018  ___________________________________________________________________
 GA1018  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1018  DYNAMIC HT  -         398.410 (meters)    1307.12  (feet)  COMP
 GA1018  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 GA1018
 GA1018  VERT ORDER  -  SECOND    CLASS 0
 GA1018
 GA1018.The horizontal coordinates were scaled from a topographic map and have
 GA1018.an estimated accuracy of +/- 6 seconds.
 GA1018
 GA1018.The orthometric height was determined by differential leveling
 GA1018.and adjusted by the National Geodetic Survey in June 1991..
 GA1018
 GA1018.The geoid height was determined by GEOID03.
 GA1018
 GA1018.The dynamic height is computed by dividing the NAVD 88
 GA1018.geopotential number by the normal gravity value computed on the
 GA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1018.degrees latitude (g = 980.6199 gals.).
 GA1018
 GA1018.The modeled gravity was interpolated from observed gravity values.
 GA1018
 GA1018;                    North         East    Units  Estimated Accuracy
 GA1018;SPC TN       -   198,760.      885,560.      MT  (+/- 180 meters Scaled)
 GA1018
 GA1018                          SUPERSEDED SURVEY CONTROL
 GA1018
 GA1018  NGVD 29 (??/??/92)  398.911  (m)         1308.76   (f) ADJ UNCH    2 0
 GA1018
 GA1018.Superseded values are not recommended for survey control.
 GA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1018.See file dsdata.txt to determine how the superseded data were derived.
 GA1018
 GA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353947(NAD 83)
 GA1018_MARKER: DB = BENCH MARK DISK
 GA1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1018_STAMPING: P 117 1935
 GA1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1018+STABILITY: SURFACE MOTION
 GA1018
 GA1018  HISTORY     - Date     Condition        Report By
 GA1018  HISTORY     - 1935     MONUMENTED       CGS
 GA1018
 GA1018                          STATION DESCRIPTION
 GA1018
 GA1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1018'0.3 MI SW FROM DAVY CROCKETT LAKE.
 GA1018'0.3 MILE SOUTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1018'THE SOUTH END OF BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE
 GA1018'COUNTY, 21 YARDS NORTH OF THE CENTER OF THE JUNCTION OF A COUNTY
 GA1018'ROAD, AT THE JOHN SAMS RESIDENCE, 15 YARDS SOUTHWEST OF THE
 GA1018'SOUTHWEST CORNER OF THE HOUSE, 12 YARDS NORTHWEST OF THE CENTERLINE
 GA1018'OF THE ROAD, 2 YARDS WEST OF A 24-INCH CATALPA TREE, AND 1-1/2
 GA1018'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED P 117 1935
 GA1018'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1961 ***********************************************************************
 GA1961  DESIGNATION -  P 118
 GA1961  PID         -  GA1961
 GA1961  STATE/COUNTY-  TN/COCKE
 GA1961  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1961
 GA1961                         *CURRENT SURVEY CONTROL
 GA1961  ___________________________________________________________________
 GA1961* NAD 83(1986)-  36 01 00.     (N)    083 03 46.     (W)     SCALED    
 GA1961* NAVD 88     -       374.37   (+/-2cm)    1228.2    (feet)  VERTCON   
 GA1961  ___________________________________________________________________
 GA1961  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1961
 GA1961  VERT ORDER  -  ? (See Below)
 GA1961
 GA1961.The horizontal coordinates were scaled from a topographic map and have
 GA1961.an estimated accuracy of +/- 6 seconds.
 GA1961
 GA1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1961.The vertical order pertains to the NGVD 29 superseded value.
 GA1961
 GA1961.The geoid height was determined by GEOID03.
 GA1961
 GA1961;                    North         East    Units  Estimated Accuracy
 GA1961;SPC TN       -   190,740.      864,720.      MT  (+/- 180 meters Scaled)
 GA1961
 GA1961                          SUPERSEDED SURVEY CONTROL
 GA1961
 GA1961  NGVD 29 (??/??/92)  374.523  (m)         1228.75   (f) ADJ UNCH    ?  
 GA1961
 GA1961.Superseded values are not recommended for survey control.
 GA1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1961.See file dsdata.txt to determine how the superseded data were derived.
 GA1961
 GA1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV141877(NAD 83)
 GA1961_MARKER: DB = BENCH MARK DISK
 GA1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1961+STABILITY: SURFACE MOTION
 GA1961
 GA1961  HISTORY     - Date     Condition        Report By
 GA1961  HISTORY     - UNK      MONUMENTED       CGS
 GA1961  HISTORY     - 1937     GOOD             TVA
 GA1961
 GA1961                          STATION DESCRIPTION
 GA1961
 GA1961'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1961'8.8 MI NE FROM NEWPORT.
 GA1961'8.8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, 1.8 MILES
 GA1961'NORTHEAST OF PARROTTSVILLE, 250 FEET WEST OF A POWER TRANSMISSION
 GA1961'LINE, ON THE L.F. WILD PROPERTY, 200 FEET SOUTHEAST OF THE HOUSE,
 GA1961'65 FEET SOUTH OF CLEAR CREEK, 61.3 FEET WEST OF A 6-INCH CEDAR
 GA1961'TREE, 16 FEET EAST OF A DRIVEWAY TO THE HOUSE, OPPOSITE THE
 GA1961'JUNCTION OF A Y-ROAD LEADING SOUTHEAST, 11 FEET NORTH OF THE
 GA1961'HIGHWAY, 13.2 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A WIRE
 GA1961'FENCE, 31 FEET NORTHEAST OF ROAD INTERSECTION, 4.3 FEET
 GA1961'WEST-NORTHWEST OF A STEEL WITNESS POST, AND 1/2 FOOT EAST OF A
 GA1961'4 IN CEDAR TREE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GA1961'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1535 ***********************************************************************
 FE1535  DESIGNATION -  P 12
 FE1535  PID         -  FE1535
 FE1535  STATE/COUNTY-  TN/LAUDERDALE
 FE1535  USGS QUAD   -  CHIC (1983)
 FE1535
 FE1535                         *CURRENT SURVEY CONTROL
 FE1535  ___________________________________________________________________
 FE1535* NAD 83(1986)-  35 54 50.     (N)    089 38 12.     (W)     SCALED    
 FE1535* NAVD 88     -        79.805  (meters)     261.83   (feet)  ADJUSTED  
 FE1535  ___________________________________________________________________
 FE1535  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1535  DYNAMIC HT  -          79.738 (meters)     261.61  (feet)  COMP
 FE1535  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 FE1535
 FE1535  VERT ORDER  -  FIRST     CLASS II
 FE1535
 FE1535.The horizontal coordinates were scaled from a topographic map and have
 FE1535.an estimated accuracy of +/- 6 seconds.
 FE1535
 FE1535.The orthometric height was determined by differential leveling
 FE1535.and adjusted by the National Geodetic Survey in June 1991..
 FE1535
 FE1535.The geoid height was determined by GEOID03.
 FE1535
 FE1535.The dynamic height is computed by dividing the NAVD 88
 FE1535.geopotential number by the normal gravity value computed on the
 FE1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1535.degrees latitude (g = 980.6199 gals.).
 FE1535
 FE1535.The modeled gravity was interpolated from observed gravity values.
 FE1535
 FE1535;                    North         East    Units  Estimated Accuracy
 FE1535;SPC TN       -   181,460.      271,840.      MT  (+/- 180 meters Scaled)
 FE1535
 FE1535                          SUPERSEDED SURVEY CONTROL
 FE1535
 FE1535  NGVD 29 (??/??/??)   79.745  (m)          261.63   (f) ADJUSTED    1 2
 FE1535
 FE1535.Superseded values are not recommended for survey control.
 FE1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1535.See file dsdata.txt to determine how the superseded data were derived.
 FE1535
 FE1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620776(NAD 83)
 FE1535_MARKER: DB = BENCH MARK DISK
 FE1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1535_STAMPING: P-12 1933 HALES PT
 FE1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1535+STABILITY: SURFACE MOTION
 FE1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1535+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1535
 FE1535  HISTORY     - Date     Condition        Report By
 FE1535  HISTORY     - 1933     MONUMENTED       CGS
 FE1535  HISTORY     - 1974     GOOD             NGS
 FE1535  HISTORY     - 20020809 GOOD             USACE
 FE1535
 FE1535                          STATION DESCRIPTION
 FE1535
 FE1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1535'14.2 MI W FROM HALLS.
 FE1535'ABOUT 14.25 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1535'BAPTIST CHURCH AT HALLS, NEAR THE END OF STATE HIGHWAY 88, 38.5
 FE1535'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 115.8 FEET WEST OF
 FE1535'B 264, 93.8 FEET NORTHWEST OF THE DEAD END OF PAVEMENT AND END
 FE1535'OF STATE HIGHWAY 88, 72.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FE1535'OF A GRAY SHINGLED HOUSE, 44 FEET WEST OF AN 18-INCH FORKED PECAN
 FE1535'TREE, 9 FEET EAST-NORTHEAST OF THE EAST FACE OF A LONE 40-INCH
 FE1535'COTTONWOOD TREE, 4.5 FEET SOUTH OF A FENCE LINE, 2.4 FEET EAST
 FE1535'OF A WHITE CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 FE1535'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 FE1535
 FE1535                          STATION RECOVERY (2002)
 FE1535
 FE1535'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2018 ***********************************************************************
 FF2018  DESIGNATION -  P 12 8
 FF2018  PID         -  FF2018
 FF2018  STATE/COUNTY-  TN/SHELBY
 FF2018  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2018
 FF2018                         *CURRENT SURVEY CONTROL
 FF2018  ___________________________________________________________________
 FF2018* NAD 83(1995)-  35 06 14.82277(N)    090 04 50.10340(W)     ADJUSTED  
 FF2018* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 FF2018  ___________________________________________________________________
 FF2018  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF2018  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2018
 FF2018  HORZ ORDER  -  SECOND
 FF2018
 FF2018.The horizontal coordinates were established by classical geodetic methods
 FF2018.and adjusted by the National Geodetic Survey in April 1999..
 FF2018
 FF2018.The orthometric height was scaled from a topographic map.
 FF2018
 FF2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2018
 FF2018.The geoid height was determined by GEOID03.
 FF2018
 FF2018;                    North         East     Units Scale Factor Converg.
 FF2018;SPC TN       -    93,274.647   228,060.417   MT  1.00002895   -2 23 20.2
 FF2018;SPC TN       -   306,018.57    748,228.22   sFT  1.00002895   -2 23 20.2
 FF2018;SPC AR N     -    87,217.680   574,981.520   MT  0.99997082   +1 07 00.9
 FF2018;SPC AR N     -   286,146.67  1,886,418.54   sFT  0.99997082   +1 07 00.9
 FF2018;UTM  15      - 3,888,489.988   766,102.933   MT  1.00047279   +1 40 47.4
 FF2018;UTM  16      - 3,888,932.871   219,201.951   MT  1.00057186   -1 46 21.7
 FF2018
 FF2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2018!SPC TN       -   0.99998968  x   1.00002895  =   1.00001863
 FF2018!SPC AR N     -   0.99998968  x   0.99997082  =   0.99996050
 FF2018!UTM  15      -   0.99998968  x   1.00047279  =   1.00046246
 FF2018!UTM  16      -   0.99998968  x   1.00057186  =   1.00056153
 FF2018
 FF2018                          SUPERSEDED SURVEY CONTROL
 FF2018
 FF2018  NAD 83(1995)-  35 06 14.82501(N)    090 04 50.10303(W) AD(       ) 2
 FF2018  NAD 83(1995)-  35 06 14.82895(N)    090 04 50.10300(W) AD(       ) 2
 FF2018  NAD 83(1986)-  35 06 14.83294(N)    090 04 50.10469(W) AD(       ) 2
 FF2018  NAD 27      -  35 06 14.50270(N)    090 04 49.76780(W) AD(       ) 2
 FF2018
 FF2018.Superseded values are not recommended for survey control.
 FF2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2018.See file dsdata.txt to determine how the superseded data were derived.
 FF2018
 FF2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6610388490(NAD 83)
 FF2018_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2018+STABILITY: SURFACE MOTION
 FF2018
 FF2018  HISTORY     - Date     Condition        Report By
 FF2018  HISTORY     - 1957     MONUMENTED       USE
 FF2018
 FF2018                          STATION DESCRIPTION
 FF2018
 FF2018'DESCRIBED BY US ENGINEERS 1957 (WNM)
 FF2018'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF MEMPHIS,
 FF2018'IN THE NORTHWEST SECTION OF RIVERSIDE PARK, ON THE EAST
 FF2018'SIDE OF LAKE MC KELLAR.  THE MARK IS A STANDARD U.S. ARMY
 FF2018'OF ENGINEERS DISK STAMPED P 12 8 1952 SET IN THE TOP OF AN
 FF2018'8 X 8 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 FF2018'IS 8 FEET EAST OF THE EAST EDGE OF THE BANK OF LAKE MC KELLAR,
 FF2018'16 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CONCESSION
 FF2018'STAND AND 56 FEET SOUTH OF THE SOUTHWEST EDGE OF A PARKING
 FF2018'AREA.
 FF2018'
 FF2018'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FF2018'RIVERSIDE, DISTANCE BEING 120.50 FEET, 36.7285 METERS SOUTHWEST
 FF2018'OF STATION RIVERSIDE.
 FF2018'
 FF2018'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE
 FF2018'BOULEVARD AND SOUTH PARKWAY WEST, LOCATED AT THE NORTHEAST
 FF2018'CORNER OF RIVERSIDE PARK, GO WEST ON SOUTH PARKWAY WEST FOR
 FF2018'0.25 MILE TO WHERE THE STREET CURVES TO THE LEFT.  TURN LEFT
 FF2018'AND GO SOUTH ON A PAVED STREET ALONG THE EAST SIDE OF LAKE
 FF2018'MC KELLAR FOR 0.3 MILE TO THE STATION ON THE RIGHT, JUST SOUTH
 FF2018'OF A PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1313 ***********************************************************************
 FB1313  DESIGNATION -  P 122
 FB1313  PID         -  FB1313
 FB1313  STATE/COUNTY-  TN/COCKE
 FB1313  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1313
 FB1313                         *CURRENT SURVEY CONTROL
 FB1313  ___________________________________________________________________
 FB1313* NAD 83(1986)-  35 55 39.     (N)    083 05 28.     (W)     SCALED    
 FB1313* NAVD 88     -       447.64   (+/-2cm)    1468.6    (feet)  VERTCON   
 FB1313  ___________________________________________________________________
 FB1313  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB1313
 FB1313  VERT ORDER  -  ? (See Below)
 FB1313
 FB1313.The horizontal coordinates were scaled from a topographic map and have
 FB1313.an estimated accuracy of +/- 6 seconds.
 FB1313
 FB1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1313.The vertical order pertains to the NGVD 29 superseded value.
 FB1313
 FB1313.The geoid height was determined by GEOID03.
 FB1313
 FB1313;                    North         East    Units  Estimated Accuracy
 FB1313;SPC TN       -   180,770.      862,460.      MT  (+/- 180 meters Scaled)
 FB1313
 FB1313                          SUPERSEDED SURVEY CONTROL
 FB1313
 FB1313  NGVD 29 (??/??/92)  447.784  (m)         1469.10   (f) ADJ UNCH    ?  
 FB1313
 FB1313.Superseded values are not recommended for survey control.
 FB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1313.See file dsdata.txt to determine how the superseded data were derived.
 FB1313
 FB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV113779(NAD 83)
 FB1313_MARKER: DD = SURVEY DISK
 FB1313_SETTING: 66 = SET IN ROCK OUTCROP
 FB1313_SP_SET: ROCK OUTCROP
 FB1313_STAMPING: P 122 1935
 FB1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1313+STABILITY: POSITION/ELEVATION WELL
 FB1313
 FB1313  HISTORY     - Date     Condition        Report By
 FB1313  HISTORY     - 1935     MONUMENTED       CGS
 FB1313  HISTORY     - 1938     GOOD             TVA
 FB1313  HISTORY     - 1949     GOOD             TVA
 FB1313
 FB1313                          STATION DESCRIPTION
 FB1313
 FB1313'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1313'1 MI S FROM WEST MYERS.
 FB1313'1.0 MILE SOUTH ALONG PIGEONROOST TRAIL FROM WEST MYERS, COCKE
 FB1313'COUNTY, 60 FEET NORTHEAST OF THE JUNCTION OF TWO TRAILS, ON THE
 FB1313'PROPERTY OF TAD TURNER, 32.3 FEET NORTH OF THE FOUNDATION OF AN
 FB1313'OLD LOG BARN, 30 FEET SOOUTHEAST OF PIGEONROOST BRANCH, 28 FEET
 FB1313'WEST OF A 12-INCH PERSIMMON TREE MARKED WITH NAIL AND BOTTLE
 FB1313'CAP, 21.7 FEET SOUTHEAST OF A 6-INCH TRIPLE POPLAR TREE MARKED
 FB1313'WITH NAIL AND BOTTLE CAP, 15.7 FEET SOUTH OF A 6-INCH TWIN BLACK
 FB1313'GUM TREE MARKED WITH NAIL AND BOTTLE CAP, 9 FEET SOUTHEAST OF THE
 FB1313'TRAIL, 2.6 FEET WEST OF A STEEL POST WITH A CONTROL MARKER SIGN,
 FB1313'AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED P 122
 FB1313'1935.
 FB1313
 FB1313                          STATION RECOVERY (1949)
 FB1313
 FB1313'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 FB1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1188 ***********************************************************************
 FB1188  DESIGNATION -  P 122 X
 FB1188  PID         -  FB1188
 FB1188  STATE/COUNTY-  TN/COCKE
 FB1188  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1188
 FB1188                         *CURRENT SURVEY CONTROL
 FB1188  ___________________________________________________________________
 FB1188* NAD 83(1986)-  35 56 09.     (N)    083 04 53.     (W)     SCALED    
 FB1188* NAVD 88     -       336.353  (meters)    1103.52   (feet)  ADJUSTED  
 FB1188  ___________________________________________________________________
 FB1188  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB1188  DYNAMIC HT  -         336.030 (meters)    1102.46  (feet)  COMP
 FB1188  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 FB1188
 FB1188  VERT ORDER  -  FIRST     CLASS II
 FB1188
 FB1188.The horizontal coordinates were scaled from a topographic map and have
 FB1188.an estimated accuracy of +/- 6 seconds.
 FB1188
 FB1188.The orthometric height was determined by differential leveling
 FB1188.and adjusted by the National Geodetic Survey in June 1991..
 FB1188
 FB1188.The geoid height was determined by GEOID03.
 FB1188
 FB1188.The dynamic height is computed by dividing the NAVD 88
 FB1188.geopotential number by the normal gravity value computed on the
 FB1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1188.degrees latitude (g = 980.6199 gals.).
 FB1188
 FB1188.The modeled gravity was interpolated from observed gravity values.
 FB1188
 FB1188;                    North         East    Units  Estimated Accuracy
 FB1188;SPC TN       -   181,720.      863,310.      MT  (+/- 180 meters Scaled)
 FB1188
 FB1188                          SUPERSEDED SURVEY CONTROL
 FB1188
 FB1188  NGVD 29 (??/??/92)  336.496  (m)         1103.99   (f) ADJ UNCH    1 2
 FB1188
 FB1188.Superseded values are not recommended for survey control.
 FB1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1188.See file dsdata.txt to determine how the superseded data were derived.
 FB1188
 FB1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV122788(NAD 83)
 FB1188_MARKER: DB = BENCH MARK DISK
 FB1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1188_STAMPING: P 122 X 1935
 FB1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1188+STABILITY: SURFACE MOTION
 FB1188
 FB1188  HISTORY     - Date     Condition        Report By
 FB1188  HISTORY     - 1935     MONUMENTED       CGS
 FB1188  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1188
 FB1188                          STATION DESCRIPTION
 FB1188
 FB1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1188'4.5 MI W FROM DEL RIO.
 FB1188'4.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1188'DEL RIO, COCKE COUNTY, 10 RAILS WEST OF THE STATION SIGN AT
 FB1188'WEST MYERS, 4 YARDS SOUTH OF THE SOUTH RAIL, AND 1/2 FOOT LOWER
 FB1188'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED P 122 X 1935
 FB1188'AND SET IN THE TOP OF A CONCRETE POST.
 FB1188
 FB1188                          STATION RECOVERY (1967)
 FB1188
 FB1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0446 ***********************************************************************
 GA0446  DESIGNATION -  P 123
 GA0446  PID         -  GA0446
 GA0446  STATE/COUNTY-  TN/CARTER
 GA0446  USGS QUAD   -  ELIZABETHTON (1968)
 GA0446
 GA0446                         *CURRENT SURVEY CONTROL
 GA0446  ___________________________________________________________________
 GA0446* NAD 83(1986)-  36 18 13.     (N)    082 07 40.     (W)     SCALED    
 GA0446* NAVD 88     -       553.577  (meters)    1816.19   (feet)  ADJUSTED  
 GA0446  ___________________________________________________________________
 GA0446  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0446  DYNAMIC HT  -         553.030 (meters)    1814.40  (feet)  COMP
 GA0446  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 GA0446
 GA0446  VERT ORDER  -  SECOND    CLASS 0
 GA0446
 GA0446.The horizontal coordinates were scaled from a topographic map and have
 GA0446.an estimated accuracy of +/- 6 seconds.
 GA0446
 GA0446.The orthometric height was determined by differential leveling
 GA0446.and adjusted by the National Geodetic Survey in June 1991..
 GA0446
 GA0446.The geoid height was determined by GEOID03.
 GA0446
 GA0446.The dynamic height is computed by dividing the NAVD 88
 GA0446.geopotential number by the normal gravity value computed on the
 GA0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0446.degrees latitude (g = 980.6199 gals.).
 GA0446
 GA0446.The modeled gravity was interpolated from observed gravity values.
 GA0446
 GA0446;                    North         East    Units  Estimated Accuracy
 GA0446;SPC TN       -   225,480.      947,690.      MT  (+/- 180 meters Scaled)
 GA0446
 GA0446                          SUPERSEDED SURVEY CONTROL
 GA0446
 GA0446  NGVD 29 (??/??/92)  553.700  (m)         1816.60   (f) ADJ UNCH    2 0
 GA0446
 GA0446.Superseded values are not recommended for survey control.
 GA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0446.See file dsdata.txt to determine how the superseded data were derived.
 GA0446
 GA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA987182(NAD 83)
 GA0446_MARKER: DB = BENCH MARK DISK
 GA0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0446_SP_SET: CULVERT
 GA0446_STAMPING: P 123 1935
 GA0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0446
 GA0446  HISTORY     - Date     Condition        Report By
 GA0446  HISTORY     - 1935     MONUMENTED       CGS
 GA0446
 GA0446                          STATION DESCRIPTION
 GA0446
 GA0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0446'3.7 MI NE FROM HAMPTON.
 GA0446'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 67 FROM THE SOUTHERN
 GA0446'RAILWAY STATION AT HAMPTON, CARTER COUNTY, 51 YARDS NORTHEAST
 GA0446'OF THE W.L. GOODWIN RESIDENCE, 81 FEET WEST OF THE STOUT GENERAL
 GA0446'STORE, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 GA0446'CULVERT, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0446'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0938 ***********************************************************************
 FB0938  DESIGNATION -  P 125
 FB0938  PID         -  FB0938
 FB0938  STATE/COUNTY-  TN/COCKE
 FB0938  USGS QUAD   -  LEMON GAP (1976)
 FB0938
 FB0938                         *CURRENT SURVEY CONTROL
 FB0938  ___________________________________________________________________
 FB0938* NAD 83(1986)-  35 52 19.     (N)    082 59 00.     (W)     SCALED    
 FB0938* NAVD 88     -       461.55   (+/-2cm)    1514.3    (feet)  VERTCON   
 FB0938  ___________________________________________________________________
 FB0938  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FB0938
 FB0938  VERT ORDER  -  ? (See Below)
 FB0938
 FB0938.The horizontal coordinates were scaled from a topographic map and have
 FB0938.an estimated accuracy of +/- 6 seconds.
 FB0938
 FB0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0938.The vertical order pertains to the NGVD 29 superseded value.
 FB0938
 FB0938.The geoid height was determined by GEOID03.
 FB0938
 FB0938;                    North         East    Units  Estimated Accuracy
 FB0938;SPC TN       -   174,910.      872,380.      MT  (+/- 180 meters Scaled)
 FB0938
 FB0938                          SUPERSEDED SURVEY CONTROL
 FB0938
 FB0938  NGVD 29 (??/??/92)  461.675  (m)         1514.68   (f) ADJ UNCH    ?  
 FB0938
 FB0938.Superseded values are not recommended for survey control.
 FB0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0938.See file dsdata.txt to determine how the superseded data were derived.
 FB0938
 FB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV209715(NAD 83)
 FB0938_MARKER: DB = BENCH MARK DISK
 FB0938_SETTING: 66 = SET IN ROCK OUTCROP
 FB0938_SP_SET: SET IN ROCK OUTCROP
 FB0938_STAMPING: P 125 1935
 FB0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0938+STABILITY: POSITION/ELEVATION WELL
 FB0938
 FB0938  HISTORY     - Date     Condition        Report By
 FB0938  HISTORY     - 1935     MONUMENTED       CGS
 FB0938  HISTORY     - 1955     GOOD             NGS
 FB0938
 FB0938                          STATION DESCRIPTION
 FB0938
 FB0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0938'4.7 MI SE FROM DEL RIO.
 FB0938'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0938'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE 1.9
 FB0938'MILES SOUTHEAST ALONG THE JONESTOWN ROAD, ON THE PROPERTY OF JIM
 FB0938'SELF, 200 FEET SOUTHWEST OF A LARGE BARN, 125 FEET NORTHWEST OF
 FB0938'ANOTHER BARN, 70 FEET EAST OF BAILEY BRANCH, 39.9 FEET SOUTH OF
 FB0938'A 20-INCH BEECH TREE, 32.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB0938'OF A CORNCRIB, 40 FEET EAST OF THE ROAD, 25 FEET EAST OF A WIRE
 FB0938'FENCE, 2 FEET WEST OF A 12-INCH POPLAR TREE, AND IN THE TOP OF A
 FB0938'ROCK OUTCROP.  A STANDARD DISK, STAMPED P 125 1935.  NOTE-- POST
 FB0938'AND SIGN SET 7.5 FT. WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2049 ***********************************************************************
 FB2049  DESIGNATION -  P 127
 FB2049  PID         -  FB2049
 FB2049  STATE/COUNTY-  TN/BLOUNT
 FB2049  USGS QUAD   -  GATLINBURG (1979)
 FB2049
 FB2049                         *CURRENT SURVEY CONTROL
 FB2049  ___________________________________________________________________
 FB2049* NAD 83(1986)-  35 41 32.     (N)    083 34 05.     (W)     SCALED    
 FB2049* NAVD 88     -       442.84   (+/-2cm)    1452.9    (feet)  VERTCON   
 FB2049  ___________________________________________________________________
 FB2049  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FB2049
 FB2049  VERT ORDER  -  ? (See Below)
 FB2049
 FB2049.The horizontal coordinates were scaled from a topographic map and have
 FB2049.an estimated accuracy of +/- 6 seconds.
 FB2049
 FB2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2049.The vertical order pertains to the NGVD 29 superseded value.
 FB2049
 FB2049.The geoid height was determined by GEOID03.
 FB2049
 FB2049;                    North         East    Units  Estimated Accuracy
 FB2049;SPC TN       -   153,500.      820,090.      MT  (+/- 180 meters Scaled)
 FB2049
 FB2049                          SUPERSEDED SURVEY CONTROL
 FB2049
 FB2049  NGVD 29 (??/??/92)  442.923  (m)         1453.16   (f) ADJ UNCH    ?  
 FB2049
 FB2049.Superseded values are not recommended for survey control.
 FB2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2049.See file dsdata.txt to determine how the superseded data were derived.
 FB2049
 FB2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV676528(NAD 83)
 FB2049_MARKER: DB = BENCH MARK DISK
 FB2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2049_STAMPING: P 127 1935
 FB2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2049+STABILITY: SURFACE MOTION
 FB2049
 FB2049  HISTORY     - Date     Condition        Report By
 FB2049  HISTORY     - 1935     MONUMENTED       CGS
 FB2049
 FB2049                          STATION DESCRIPTION
 FB2049
 FB2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2049'0.9 MI E FROM TOWNSEND.
 FB2049'0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM TOWNSEND, THENCE 3.1
 FB2049'MILES NORTHEAST ALONG THE WEAR VALLEY ROAD, AT A SMALL HORSESHOE
 FB2049'BEND, 24 FEET NORTHWEST OF THE ROAD, ON THE EAST SIDE OF A SMALL
 FB2049'HOLLOW, 36 FEET SOUTHEAST OF A 10-INCH WHITE-OAK TREE, 13 FEET
 FB2049'NORTHEAST OF A 16-INCH RED-OAK STUMP, AND 3 FEET EAST OF A TRAIL
 FB2049'LEADING UP THE HOLLOW.  A STANDARD DISK, STAMPED P 127 1935 AND
 FB2049'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1762 ***********************************************************************
 GA1762  DESIGNATION -  P 128
 GA1762  PID         -  GA1762
 GA1762  STATE/COUNTY-  TN/JEFFERSON
 GA1762  USGS QUAD   -  WHITE PINE (1961)
 GA1762
 GA1762                         *CURRENT SURVEY CONTROL
 GA1762  ___________________________________________________________________
 GA1762* NAD 83(1986)-  36 05 16.     (N)    083 15 01.     (W)     SCALED    
 GA1762* NAVD 88     -       303.676  (meters)     996.31   (feet)  ADJUSTED  
 GA1762  ___________________________________________________________________
 GA1762  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1762  DYNAMIC HT  -         303.392 (meters)     995.38  (feet)  COMP
 GA1762  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA1762
 GA1762  VERT ORDER  -  FIRST     CLASS I
 GA1762
 GA1762.The horizontal coordinates were scaled from a topographic map and have
 GA1762.an estimated accuracy of +/- 6 seconds.
 GA1762
 GA1762.The orthometric height was determined by differential leveling
 GA1762.and adjusted by the National Geodetic Survey in June 1991..
 GA1762
 GA1762.The geoid height was determined by GEOID03.
 GA1762
 GA1762.The dynamic height is computed by dividing the NAVD 88
 GA1762.geopotential number by the normal gravity value computed on the
 GA1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1762.degrees latitude (g = 980.6199 gals.).
 GA1762
 GA1762.The modeled gravity was interpolated from observed gravity values.
 GA1762
 GA1762;                    North         East    Units  Estimated Accuracy
 GA1762;SPC TN       -   198,130.      847,610.      MT  (+/- 180 meters Scaled)
 GA1762
 GA1762                          SUPERSEDED SURVEY CONTROL
 GA1762
 GA1762  NGVD 29 (??/??/92)  303.818  (m)          996.78   (f) ADJ UNCH    1 1
 GA1762
 GA1762.Superseded values are not recommended for survey control.
 GA1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1762.See file dsdata.txt to determine how the superseded data were derived.
 GA1762
 GA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV973960(NAD 83)
 GA1762_MARKER: DB = BENCH MARK DISK
 GA1762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1762_SP_SET: CONCRETE ABUTMENT
 GA1762_STAMPING: P 128 1935
 GA1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1762
 GA1762  HISTORY     - Date     Condition        Report By
 GA1762  HISTORY     - 1935     MONUMENTED       CGS
 GA1762  HISTORY     - 1967     GOOD             NGS
 GA1762
 GA1762                          STATION DESCRIPTION
 GA1762
 GA1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1762'3 MI SE FROM WHITE PINE.
 GA1762'ABOUT 2.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1762'RAILROAD FROM THE POST OFFICE AT WHITE PINE, THENCE 0.05 MILE
 GA1762'NORTHEAST ALONG BETHCAR ROAD, THENCE 0.3 MILE SOUTHEAST ALONG A
 GA1762'PRIVATE ROAD WHICH IS THE ABANDONED RAILROAD GRADE AND FORMS A
 GA1762'JETTY THAT EXTENDS INTO DOUGLAS LAKE, AT THE SOUTHEAST END OF
 GA1762'THE JETTY, 8 FEET SOUTHWEST OF THE CENTERLINE OF THE ABANDONED
 GA1762'RAILROAD GRADE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GA1762'NORTHWEST ABANDONED CONCRETE ABUTMENT WHICH WAS FOR A RAILROAD
 GA1762'BRIDGE, ABOUT 100 YARDS NORTHEAST AND ACROSS A COVE FROM A NEW
 GA1762'RAILROAD BRIDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ABANDONED
 GA1762'RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1763 ***********************************************************************
 GA1763  DESIGNATION -  P 128 RESET
 GA1763  PID         -  GA1763
 GA1763  STATE/COUNTY-  TN/JEFFERSON
 GA1763  USGS QUAD   -  WHITE PINE (1961)
 GA1763
 GA1763                         *CURRENT SURVEY CONTROL
 GA1763  ___________________________________________________________________
 GA1763* NAD 83(1986)-  36 05 30.     (N)    083 15 00.     (W)     SCALED    
 GA1763* NAVD 88     -       307.087  (meters)    1007.50   (feet)  ADJUSTED  
 GA1763  ___________________________________________________________________
 GA1763  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1763  DYNAMIC HT  -         306.800 (meters)    1006.56  (feet)  COMP
 GA1763  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 GA1763
 GA1763  VERT ORDER  -  FIRST     CLASS I
 GA1763
 GA1763.The horizontal coordinates were scaled from a topographic map and have
 GA1763.an estimated accuracy of +/- 6 seconds.
 GA1763
 GA1763.The orthometric height was determined by differential leveling
 GA1763.and adjusted by the National Geodetic Survey in June 1991..
 GA1763
 GA1763.The geoid height was determined by GEOID03.
 GA1763
 GA1763.The dynamic height is computed by dividing the NAVD 88
 GA1763.geopotential number by the normal gravity value computed on the
 GA1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1763.degrees latitude (g = 980.6199 gals.).
 GA1763
 GA1763.The modeled gravity was interpolated from observed gravity values.
 GA1763
 GA1763;                    North         East    Units  Estimated Accuracy
 GA1763;SPC TN       -   198,570.      847,620.      MT  (+/- 180 meters Scaled)
 GA1763
 GA1763                          SUPERSEDED SURVEY CONTROL
 GA1763
 GA1763  NGVD 29 (??/??/92)  307.229  (m)         1007.97   (f) ADJ UNCH    1 1
 GA1763
 GA1763.Superseded values are not recommended for survey control.
 GA1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1763.See file dsdata.txt to determine how the superseded data were derived.
 GA1763
 GA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV974964(NAD 83)
 GA1763_MARKER: DD = SURVEY DISK
 GA1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1763_STAMPING: P 128 RESET 1942
 GA1763_MARK LOGO: TVA   
 GA1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1763+STABILITY: SURFACE MOTION
 GA1763
 GA1763  HISTORY     - Date     Condition        Report By
 GA1763  HISTORY     - 1942     MONUMENTED       TVA
 GA1763  HISTORY     - 1967     GOOD             NGS
 GA1763
 GA1763                          STATION DESCRIPTION
 GA1763
 GA1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1763'2.8 MI SE FROM WHITE PINE.
 GA1763'ABOUT 2.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1763'RAILROAD FROM THE POST OFFICE AT WHITE PINE, THENCE 0.15 MILE
 GA1763'NORTHEAST ALONG BETHCAR ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A
 GA1763'PRIVATE TRAIL ROAD, 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 GA1763'TRAIL ROAD, 90 FEET NORTHEAST OF A CURVE IN THE ROAD, 150 YARDS
 GA1763'SOUTH OF A CATTLE BARN WHICH IS ON THE CREST OF A HILL, 54 1/2
 GA1763'FEET SOUTHWEST OF A FENCE, 16 1/2 FEET NORTHWEST OF A FENCE, 1.3
 GA1763'FEET NORTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE
 GA1763'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1763'IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1828 ***********************************************************************
 GA1828  DESIGNATION -  P 129
 GA1828  PID         -  GA1828
 GA1828  STATE/COUNTY-  TN/JEFFERSON
 GA1828  USGS QUAD   -  TALBOTT (1980)
 GA1828
 GA1828                         *CURRENT SURVEY CONTROL
 GA1828  ___________________________________________________________________
 GA1828* NAD 83(1986)-  36 07 37.     (N)    083 29 30.     (W)     SCALED    
 GA1828* NAVD 88     -       337.686  (meters)    1107.89   (feet)  ADJUSTED  
 GA1828  ___________________________________________________________________
 GA1828  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1828  DYNAMIC HT  -         337.374 (meters)    1106.87  (feet)  COMP
 GA1828  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 GA1828
 GA1828  VERT ORDER  -  FIRST     CLASS I
 GA1828
 GA1828.The horizontal coordinates were scaled from a topographic map and have
 GA1828.an estimated accuracy of +/- 6 seconds.
 GA1828
 GA1828.The orthometric height was determined by differential leveling
 GA1828.and adjusted by the National Geodetic Survey in June 1991..
 GA1828
 GA1828.The geoid height was determined by GEOID03.
 GA1828
 GA1828.The dynamic height is computed by dividing the NAVD 88
 GA1828.geopotential number by the normal gravity value computed on the
 GA1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1828.degrees latitude (g = 980.6199 gals.).
 GA1828
 GA1828.The modeled gravity was interpolated from observed gravity values.
 GA1828
 GA1828;                    North         East    Units  Estimated Accuracy
 GA1828;SPC TN       -   201,890.      825,760.      MT  (+/- 180 meters Scaled)
 GA1828
 GA1828                          SUPERSEDED SURVEY CONTROL
 GA1828
 GA1828  NGVD 29 (??/??/92)  337.812  (m)         1108.30   (f) ADJ UNCH    1 1
 GA1828
 GA1828.Superseded values are not recommended for survey control.
 GA1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1828.See file dsdata.txt to determine how the superseded data were derived.
 GA1828
 GA1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA757009(NAD 83)
 GA1828_MARKER: DB = BENCH MARK DISK
 GA1828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1828_SP_SET: BUILDING
 GA1828_STAMPING: P 129 1936
 GA1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1828
 GA1828  HISTORY     - Date     Condition        Report By
 GA1828  HISTORY     - 1936     MONUMENTED       CGS
 GA1828  HISTORY     - 1967     GOOD             NGS
 GA1828
 GA1828                          STATION DESCRIPTION
 GA1828
 GA1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1828'AT JEFFERSON CITY.
 GA1828'AT JEFFERSON CITY, ALONG THE SOUTHERN RAILWAY, SET VERTICALLY IN
 GA1828'THE SOUTHEAST FACE OF THE CONCRETE FOUNDATION FOR THE STATION,
 GA1828'27.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WESTBOUND MAIN
 GA1828'TRACK, 0.9 FOOT SOUTHWEST OF THE EAST CORNER OF THE STATION
 GA1828'BUILDING, 0.4 FOOT ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET
 GA1828'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0779 ***********************************************************************
 GD0779  DESIGNATION -  P 13
 GD0779  PID         -  GD0779
 GD0779  STATE/COUNTY-  TN/OBION
 GD0779  USGS QUAD   -  OBION (1983)
 GD0779
 GD0779                         *CURRENT SURVEY CONTROL
 GD0779  ___________________________________________________________________
 GD0779* NAD 83(1995)-  36 20 19.21500(N)    089 09 52.65012(W)     ADJUSTED  
 GD0779* NAVD 88     -       115.210  (meters)     377.98   (feet)  ADJUSTED  
 GD0779  ___________________________________________________________________
 GD0779  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GD0779  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0779  DYNAMIC HT  -         115.116 (meters)     377.68  (feet)  COMP
 GD0779  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0779
 GD0779  HORZ ORDER  -  SECOND
 GD0779  VERT ORDER  -  SECOND    CLASS 0
 GD0779
 GD0779.The horizontal coordinates were established by classical geodetic methods
 GD0779.and adjusted by the National Geodetic Survey in April 1999..
 GD0779
 GD0779.The orthometric height was determined by differential leveling
 GD0779.and adjusted by the National Geodetic Survey in June 1991..
 GD0779
 GD0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0779
 GD0779.The geoid height was determined by GEOID03.
 GD0779
 GD0779.The dynamic height is computed by dividing the NAVD 88
 GD0779.geopotential number by the normal gravity value computed on the
 GD0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0779.degrees latitude (g = 980.6199 gals.).
 GD0779
 GD0779.The modeled gravity was interpolated from observed gravity values.
 GD0779
 GD0779;                    North         East     Units Scale Factor Converg.
 GD0779;SPC TN       -   227,086.814   315,943.897   MT  0.99998710   -1 51 09.7
 GD0779;SPC TN       -   745,033.99  1,036,559.27   sFT  0.99998710   -1 51 09.7
 GD0779;UTM  16      - 4,023,688.182   305,731.173   MT  1.00006502   -1 16 59.0
 GD0779
 GD0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0779!SPC TN       -   0.99998635  x   0.99998710  =   0.99997345
 GD0779!UTM  16      -   0.99998635  x   1.00006502  =   1.00005137
 GD0779
 GD0779                          SUPERSEDED SURVEY CONTROL
 GD0779
 GD0779  NAD 83(1995)-  36 20 19.21824(N)    089 09 52.64948(W) AD(       ) 2
 GD0779  NAD 83(1995)-  36 20 19.22048(N)    089 09 52.64949(W) AD(       ) 2
 GD0779  NAD 83(1986)-  36 20 19.22706(N)    089 09 52.64948(W) AD(       ) 2
 GD0779  NAD 27      -  36 20 18.98540(N)    089 09 52.40550(W) AD(       ) 2
 GD0779  NGVD 29 (??/??/??)  115.179  (m)          377.88   (f) ADJUSTED    2 0
 GD0779
 GD0779.Superseded values are not recommended for survey control.
 GD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0779.See file dsdata.txt to determine how the superseded data were derived.
 GD0779
 GD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0573123688(NAD 83)
 GD0779_MARKER: DB = BENCH MARK DISK
 GD0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0779_STAMPING: P 13 1935
 GD0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0779+STABILITY: SURFACE MOTION
 GD0779
 GD0779  HISTORY     - Date     Condition        Report By
 GD0779  HISTORY     - 1959     MONUMENTED       CGS
 GD0779  HISTORY     - 1967     GOOD             CGS
 GD0779  HISTORY     - 1967     GOOD             CGS
 GD0779  HISTORY     - 20020729 POOR             USACE
 GD0779
 GD0779                          STATION DESCRIPTION
 GD0779
 GD0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GD0779'BENCH MARK P 13 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD0779'MARK DISK SET FLUSH IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT
 GD0779'PROJECTS 3 INCHES.  THE DISK IS STAMPED P 13 1935.  IT IS 56 FEET
 GD0779'NORTH OF THE CENTERLINE OF HIGHWAY 21, 79 FEET EAST OF THE
 GD0779'CENTERLINE OF THE PAVED STREET AND 39 FEET SOUTHEAST OF A 14 INCH
 GD0779'LOCUST TREE.
 GD0779
 GD0779                          STATION RECOVERY (1967)
 GD0779
 GD0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0779'THIS MARK WAS RECOVERED AS DESCRIBED.
 GD0779'
 GD0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TROY.
 GD0779
 GD0779                          STATION RECOVERY (1967)
 GD0779
 GD0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0779'AT TROY.
 GD0779'THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF THE PUBLIC
 GD0779'SQUARE IN TROY, 110.87 FEET SOUTHWEST OF REFERENCE MARK CITY PARK
 GD0779'NO 1 1959, 61.83 FEET SOUTH OF TRIANGULATION STATION CITY PARK
 GD0779'1959, 56 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 21,
 GD0779'45 FEET EAST OF THE WEST CURB, 39 FEET SOUTHEAST OF A 16-INCH
 GD0779'BLACK LOCUST TREE, AND 18 FEET NORTH OF A SOUTH CURB.  IT IS A
 GD0779'STANDARD BENCH MARK DISK SET IN THE TOP OF A 6 X 6 INCH SQUARE
 GD0779'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS
 GD0779'STAMPED P 13 1935.
 GD0779
 GD0779                          STATION RECOVERY (2002)
 GD0779
 GD0779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0779'MARK DESTROYED BY EXCAVATION WORK ON SLOPE OF CITY PARK APPROX. 20 YRS
 GD0779'AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1889 ***********************************************************************
 FB1889  DESIGNATION -  P 130
 FB1889  PID         -  FB1889
 FB1889  STATE/COUNTY-  TN/KNOX
 FB1889  USGS QUAD   -  KNOXVILLE (1978)
 FB1889
 FB1889                         *CURRENT SURVEY CONTROL
 FB1889  ___________________________________________________________________
 FB1889* NAD 83(1986)-  35 57 54.     (N)    083 55 35.     (W)     SCALED    
 FB1889* NAVD 88     -       268.48   (+/-2cm)     880.8    (feet)  VERTCON   
 FB1889  ___________________________________________________________________
 FB1889  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1889
 FB1889  VERT ORDER  -  ? (See Below)
 FB1889
 FB1889.The horizontal coordinates were scaled from a topographic map and have
 FB1889.an estimated accuracy of +/- 6 seconds.
 FB1889
 FB1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1889.The vertical order pertains to the NGVD 29 superseded value.
 FB1889
 FB1889.The geoid height was determined by GEOID03.
 FB1889
 FB1889;                    North         East    Units  Estimated Accuracy
 FB1889;SPC TN       -   183,010.      787,020.      MT  (+/- 180 meters Scaled)
 FB1889
 FB1889                          SUPERSEDED SURVEY CONTROL
 FB1889
 FB1889  NGVD 29 (??/??/92)  268.611  (m)          881.27   (f) ADJ UNCH    ?  
 FB1889
 FB1889.Superseded values are not recommended for survey control.
 FB1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1889.See file dsdata.txt to determine how the superseded data were derived.
 FB1889
 FB1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360840(NAD 83)
 FB1889_MARKER: DB = BENCH MARK DISK
 FB1889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1889_SP_SET: PILLAR
 FB1889_STAMPING: P 130 1936
 FB1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1889
 FB1889  HISTORY     - Date     Condition        Report By
 FB1889  HISTORY     - 1936     MONUMENTED       CGS
 FB1889  HISTORY     - 1950     GOOD             NGS
 FB1889  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1889  HISTORY     - 1976     GOOD             TNDT
 FB1889  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1889
 FB1889                          STATION DESCRIPTION
 FB1889
 FB1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1889'AT KNOXVILLE.
 FB1889'AT KNOXVILLE, AT THE WESTERN AVENUE VIADUCT OVER THE LOUISVILLE
 FB1889'AND NASHVILLE RAILROAD, 79 YARDS NORTHWEST OF THE NORTHWEST
 FB1889'CORNER OF THE FREIGHT STATION, 34 YARDS SOUTHWEST OF THE SOUTHWEST
 FB1889'CORNER OF THE L AND N HOTEL, IN THE WEST FACE OF THE MIDDLE ONE
 FB1889'OF THREE SUPPORTS NEAREST THE EAST ABUTMENT, 10.1 FEET EAST OF
 FB1889'THE SOUTH RAIL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 FB1889'DISK, STAMPED P 130 1936.
 FB1889
 FB1889                          STATION RECOVERY (1967)
 FB1889
 FB1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1889'MARK NOT FOUND.
 FB1889
 FB1889                          STATION RECOVERY (1976)
 FB1889
 FB1889'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FB1889'RECOVERED IN GOOD CONDITION.
 FB1889
 FB1889                          STATION RECOVERY (2001)
 FB1889
 FB1889'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1889'STATION NOT FOUND.  L AND N HOTEL LOCATED AND RAIL TRACK.  NEW HIGHWAY
 FB1889'BRIDGE CONSTRUCTION SINCE LAST RECOVERY.  STATION SHOULD BE CONSIDERED
 FB1889'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0609 ***********************************************************************
 GB0609  DESIGNATION -  P 131
 GB0609  PID         -  GB0609
 GB0609  STATE/COUNTY-  TN/CAMPBELL
 GB0609  USGS QUAD   -  LA FOLLETTE (1990)
 GB0609
 GB0609                         *CURRENT SURVEY CONTROL
 GB0609  ___________________________________________________________________
 GB0609* NAD 83(1986)-  36 23 28.     (N)    084 05 47.     (W)     SCALED    
 GB0609* NAVD 88     -       340.938  (meters)    1118.56   (feet)  ADJUSTED  
 GB0609  ___________________________________________________________________
 GB0609  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0609  DYNAMIC HT  -         340.632 (meters)    1117.56  (feet)  COMP
 GB0609  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0609
 GB0609  VERT ORDER  -  SECOND    CLASS 0
 GB0609
 GB0609.The horizontal coordinates were scaled from a topographic map and have
 GB0609.an estimated accuracy of +/- 6 seconds.
 GB0609
 GB0609.The orthometric height was determined by differential leveling
 GB0609.and adjusted by the National Geodetic Survey in June 1991..
 GB0609
 GB0609.The geoid height was determined by GEOID03.
 GB0609
 GB0609.The dynamic height is computed by dividing the NAVD 88
 GB0609.geopotential number by the normal gravity value computed on the
 GB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0609.degrees latitude (g = 980.6199 gals.).
 GB0609
 GB0609.The modeled gravity was interpolated from observed gravity values.
 GB0609
 GB0609;                    North         East    Units  Estimated Accuracy
 GB0609;SPC TN       -   229,970.      770,770.      MT  (+/- 180 meters Scaled)
 GB0609
 GB0609                          SUPERSEDED SURVEY CONTROL
 GB0609
 GB0609  NGVD 29 (??/??/92)  341.048  (m)         1118.92   (f) ADJ UNCH    2 0
 GB0609
 GB0609.Superseded values are not recommended for survey control.
 GB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0609.See file dsdata.txt to determine how the superseded data were derived.
 GB0609
 GB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF604312(NAD 83)
 GB0609_MARKER: DB = BENCH MARK DISK
 GB0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0609_SP_SET: CULVERT
 GB0609_STAMPING: P 131 1936
 GB0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0609
 GB0609  HISTORY     - Date     Condition        Report By
 GB0609  HISTORY     - 1936     MONUMENTED       CGS
 GB0609  HISTORY     - 1949     GOOD             NGS
 GB0609  HISTORY     - 1965     GOOD             NGS
 GB0609  HISTORY     - 1980     GOOD             NGS
 GB0609
 GB0609                          STATION DESCRIPTION
 GB0609
 GB0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0609'2.1 MI NE FROM LA FOLLETTE.
 GB0609'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE
 GB0609'AND NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY,
 GB0609'1.6 MILES NORTHEAST OF THE JUNCTION WITH U.S. HIGHWAY 25 W,
 GB0609'BETWEEN A WHITE FRAME FARMHOUSE AND A STOCK BARN, AT A CONCRETE
 GB0609'CULVERT OVER A SMALL CREEK, AND IN THE TOP OF THE SOUTH HEADWALL.
 GB0609'A STANDARD DISK, STAMPED P 131 1936.
 GB0609
 GB0609                          STATION RECOVERY (1965)
 GB0609
 GB0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0609'RECOVERED IN GOOD CONDITION.
 GB0609
 GB0609                          STATION RECOVERY (1980)
 GB0609
 GB0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0609'0.4 MILE NORTHEAST ALONG A STATE HIGHWAY 63 FROM THE LAFOLLETTE JR.
 GB0609'HIGH SCHOOL AT THE EAST EDGE OF LAFOLLETTE TO A PAVED ROAD, THENCE
 GB0609'SOUTH ON PAVED ROAD FOR 100 FEET THENCE WEST ON OLD HIGHWAY 63 FOR 72
 GB0609'FEET TO THE MARK ON THE LEFT, AND 4 FEET SOUTHWEST OF THE NORTHEAST
 GB0609'END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0621 ***********************************************************************
 GB0621  DESIGNATION -  P 132
 GB0621  PID         -  GB0621
 GB0621  STATE/COUNTY-  TN/CAMPBELL
 GB0621  USGS QUAD   -  LA FOLLETTE (1990)
 GB0621
 GB0621                         *CURRENT SURVEY CONTROL
 GB0621  ___________________________________________________________________
 GB0621* NAD 83(1986)-  36 24 50.     (N)    084 02 21.     (W)     SCALED    
 GB0621* NAVD 88     -       348.985  (meters)    1144.96   (feet)  ADJUSTED  
 GB0621  ___________________________________________________________________
 GB0621  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0621  DYNAMIC HT  -         348.669 (meters)    1143.92  (feet)  COMP
 GB0621  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GB0621
 GB0621  VERT ORDER  -  SECOND    CLASS 0
 GB0621
 GB0621.The horizontal coordinates were scaled from a topographic map and have
 GB0621.an estimated accuracy of +/- 6 seconds.
 GB0621
 GB0621.The orthometric height was determined by differential leveling
 GB0621.and adjusted by the National Geodetic Survey in June 1991..
 GB0621
 GB0621.The geoid height was determined by GEOID03.
 GB0621
 GB0621.The dynamic height is computed by dividing the NAVD 88
 GB0621.geopotential number by the normal gravity value computed on the
 GB0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0621.degrees latitude (g = 980.6199 gals.).
 GB0621
 GB0621.The modeled gravity was interpolated from observed gravity values.
 GB0621
 GB0621;                    North         East    Units  Estimated Accuracy
 GB0621;SPC TN       -   232,600.      775,860.      MT  (+/- 180 meters Scaled)
 GB0621
 GB0621                          SUPERSEDED SURVEY CONTROL
 GB0621
 GB0621  NGVD 29 (??/??/92)  349.111  (m)         1145.38   (f) ADJ UNCH    2 0
 GB0621
 GB0621.Superseded values are not recommended for survey control.
 GB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0621.See file dsdata.txt to determine how the superseded data were derived.
 GB0621
 GB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF654339(NAD 83)
 GB0621_MARKER: DB = BENCH MARK DISK
 GB0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0621_STAMPING: P 132 1936
 GB0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0621+STABILITY: SURFACE MOTION
 GB0621
 GB0621  HISTORY     - Date     Condition        Report By
 GB0621  HISTORY     - 1936     MONUMENTED       CGS
 GB0621  HISTORY     - 1949     GOOD             NGS
 GB0621  HISTORY     - 1965     GOOD             NGS
 GB0621
 GB0621                          STATION DESCRIPTION
 GB0621
 GB0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0621'6 MI E FROM LA FOLLETTE.
 GB0621'6.0 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0621'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, AT
 GB0621'FINCASTLE, 200 YARDS EAST OF A SINCLAIR SERVICE STATION, 35
 GB0621'YARDS SOUTH OF THE LEVI ELLISON 1-STORY WHITE FRAME HOUSE, 9
 GB0621'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 9 FEET WEST OF THE
 GB0621'CENTERLINE OF A LANE LEADING TO A BARN, AND AT A FENCE CORNER.
 GB0621'A STANDARD DISK, STAMPED P 132 1936 AND SET IN THE TOP OF A
 GB0621'CONCRETE POST.
 GB0621
 GB0621                          STATION RECOVERY (1965)
 GB0621
 GB0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0176 ***********************************************************************
 FC0176  DESIGNATION -  P 132
 FC0176  PID         -  FC0176
 FC0176  STATE/COUNTY-  TN/BLOUNT
 FC0176  USGS QUAD   -  TALLASSEE (1985)
 FC0176
 FC0176                         *CURRENT SURVEY CONTROL
 FC0176  ___________________________________________________________________
 FC0176* NAD 83(1986)-  35 37 13.     (N)    084 02 01.     (W)     SCALED    
 FC0176* NAVD 88     -       278.57   (+/-2cm)     913.9    (feet)  VERTCON   
 FC0176  ___________________________________________________________________
 FC0176  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0176
 FC0176  VERT ORDER  -  ? (See Below)
 FC0176
 FC0176.The horizontal coordinates were scaled from a topographic map and have
 FC0176.an estimated accuracy of +/- 6 seconds.
 FC0176
 FC0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0176.The vertical order pertains to the NGVD 29 superseded value.
 FC0176
 FC0176.The geoid height was determined by GEOID03.
 FC0176
 FC0176;                    North         East    Units  Estimated Accuracy
 FC0176;SPC TN       -   144,580.      778,120.      MT  (+/- 180 meters Scaled)
 FC0176
 FC0176                          SUPERSEDED SURVEY CONTROL
 FC0176
 FC0176  NGVD 29 (??/??/92)  278.686  (m)          914.32   (f) ADJ UNCH    ?  
 FC0176
 FC0176.Superseded values are not recommended for survey control.
 FC0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0176.See file dsdata.txt to determine how the superseded data were derived.
 FC0176
 FC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE686458(NAD 83)
 FC0176_MARKER: DB = BENCH MARK DISK
 FC0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0176_STAMPING: P 132 1935
 FC0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0176+STABILITY: SURFACE MOTION
 FC0176
 FC0176  HISTORY     - Date     Condition        Report By
 FC0176  HISTORY     - 1935     MONUMENTED       CGS
 FC0176
 FC0176                          STATION DESCRIPTION
 FC0176
 FC0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FC0176'5.4 MI SW FROM SIXMILE.
 FC0176'5.4 MILES SOUTHWEST OF SIXMILE, BLOUNT COUNTY, 0.6 MILE EAST OF
 FC0176'KAGLEY CHAPEL, ON THE SIXMILE ROAD, AT THE SOUTHWEST CORNER OF
 FC0176'A LAWN IN FRONT OF A HOUSE, 38.9 FEET NORTHWEST OF THE NORTHWEST
 FC0176'CORNER OF THE 2-STORY HOUSE, 15.4 FEET SOUTH OF THE MAILBOX,
 FC0176'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 5 FEET NORTHEAST
 FC0176'OF A 2-INCH MAPLE TREE.  A STANDARD DISK, STAMPED P 132 1935
 FC0176'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0730 ***********************************************************************
 FC0730  DESIGNATION -  P 133
 FC0730  PID         -  FC0730
 FC0730  STATE/COUNTY-  TN/ROANE
 FC0730  USGS QUAD   -  HARRIMAN (1980)
 FC0730
 FC0730                         *CURRENT SURVEY CONTROL
 FC0730  ___________________________________________________________________
 FC0730* NAD 83(1986)-  35 54 35.     (N)    084 33 39.     (W)     SCALED    
 FC0730* NAVD 88     -       257.654  (meters)     845.32   (feet)  ADJUSTED  
 FC0730  ___________________________________________________________________
 FC0730  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0730  DYNAMIC HT  -         257.416 (meters)     844.54  (feet)  COMP
 FC0730  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FC0730
 FC0730  VERT ORDER  -  SECOND    CLASS 0
 FC0730
 FC0730.The horizontal coordinates were scaled from a topographic map and have
 FC0730.an estimated accuracy of +/- 6 seconds.
 FC0730
 FC0730.The orthometric height was determined by differential leveling
 FC0730.and adjusted by the National Geodetic Survey in June 1991..
 FC0730
 FC0730.The geoid height was determined by GEOID03.
 FC0730
 FC0730.The dynamic height is computed by dividing the NAVD 88
 FC0730.geopotential number by the normal gravity value computed on the
 FC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0730.degrees latitude (g = 980.6199 gals.).
 FC0730
 FC0730.The modeled gravity was interpolated from observed gravity values.
 FC0730
 FC0730;                    North         East    Units  Estimated Accuracy
 FC0730;SPC TN       -   175,850.      729,900.      MT  (+/- 180 meters Scaled)
 FC0730
 FC0730                          SUPERSEDED SURVEY CONTROL
 FC0730
 FC0730  NGVD 29 (??/??/92)  257.772  (m)          845.71   (f) ADJ UNCH    2 0
 FC0730
 FC0730.Superseded values are not recommended for survey control.
 FC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0730.See file dsdata.txt to determine how the superseded data were derived.
 FC0730
 FC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE201766(NAD 83)
 FC0730_MARKER: DD = SURVEY DISK
 FC0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0730_STAMPING: P 133 1936
 FC0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0730+STABILITY: SURFACE MOTION
 FC0730
 FC0730  HISTORY     - Date     Condition        Report By
 FC0730  HISTORY     - 1936     MONUMENTED       TVA
 FC0730  HISTORY     - 1949     GOOD             NGS
 FC0730  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0730
 FC0730                          STATION DESCRIPTION
 FC0730
 FC0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0730'2.2 MI SW FROM HARRIMAN.
 FC0730'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE CITY HALL AT
 FC0730'HARRIMAN, ROANE COUNTY, 0.7 MILE SOUTHWEST OF THE SOUTH HARRIMAN
 FC0730'HIGH SCHOOL, AT THE JUNCTION OF A DIRT ROAD LEADING TO KINGSTON,
 FC0730'OPPOSITE THE A.L. WALLIS HOUSE, 15 YARDS EAST OF THE CENTERLINE
 FC0730'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A TENNESSEE
 FC0730'VALLEY AUTHORITY STANDARD DISK, STAMPED P 133 1936 AND SET IN THE
 FC0730'TOP OF A CONCRETE POST.
 FC0730
 FC0730                          STATION RECOVERY (1972)
 FC0730
 FC0730'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0943 ***********************************************************************
 FE0943  DESIGNATION -  P 134
 FE0943  PID         -  FE0943
 FE0943  STATE/COUNTY-  TN/LAUDERDALE
 FE0943  USGS QUAD   -  GATES (1983)
 FE0943
 FE0943                         *CURRENT SURVEY CONTROL
 FE0943  ___________________________________________________________________
 FE0943* NAD 83(1986)-  35 48 35.     (N)    089 27 00.     (W)     SCALED    
 FE0943* NAVD 88     -       110.058  (meters)     361.08   (feet)  ADJUSTED  
 FE0943  ___________________________________________________________________
 FE0943  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0943  DYNAMIC HT  -         109.963 (meters)     360.77  (feet)  COMP
 FE0943  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 FE0943
 FE0943  VERT ORDER  -  FIRST     CLASS I
 FE0943
 FE0943.The horizontal coordinates were scaled from a topographic map and have
 FE0943.an estimated accuracy of +/- 6 seconds.
 FE0943
 FE0943.The orthometric height was determined by differential leveling
 FE0943.and adjusted by the National Geodetic Survey in June 1991..
 FE0943
 FE0943.The geoid height was determined by GEOID03.
 FE0943
 FE0943.The dynamic height is computed by dividing the NAVD 88
 FE0943.geopotential number by the normal gravity value computed on the
 FE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0943.degrees latitude (g = 980.6199 gals.).
 FE0943
 FE0943.The modeled gravity was interpolated from observed gravity values.
 FE0943
 FE0943;                    North         East    Units  Estimated Accuracy
 FE0943;SPC TN       -   169,300.      288,270.      MT  (+/- 180 meters Scaled)
 FE0943
 FE0943                          SUPERSEDED SURVEY CONTROL
 FE0943
 FE0943  NGVD 29 (??/??/??)  110.007  (m)          360.91   (f) ADJUSTED    1 1
 FE0943
 FE0943.Superseded values are not recommended for survey control.
 FE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0943.See file dsdata.txt to determine how the superseded data were derived.
 FE0943
 FE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE786656(NAD 83)
 FE0943_MARKER: DB = BENCH MARK DISK
 FE0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0943_SP_SET: CULVERT
 FE0943_STAMPING: P 134 1957
 FE0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0943+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 FE0943
 FE0943  HISTORY     - Date     Condition        Report By
 FE0943  HISTORY     - 1957     MONUMENTED       CGS
 FE0943  HISTORY     - 1974     GOOD             NGS
 FE0943  HISTORY     - 20020803 GOOD             USACE
 FE0943
 FE0943                          STATION DESCRIPTION
 FE0943
 FE0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0943'3.2 MI SW FROM GATES.
 FE0943'ABOUT 3.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE0943'JUNCTION OF STATE HIGHWAY 88 AT GATES, 0.3 MILE SOUTHWEST OF A
 FE0943'SMALL WHITE FRAME HOUSE ON A HILL BETWEEN ILLINOIS CENTRAL
 FE0943'RAILROAD AND U.S. HIGHWAY 51, 224 FEET SOUTHWEST OF THE CENTER
 FE0943'LINE OF TWO DRIVEWAYS LEADING TO HOUSES ON EACH SIDE OF HIGHWAY,
 FE0943'19 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 94 1/2
 FE0943'FEET EAST OF AND ACROSS HIGHWAY FROM A POWER POLE 141, SET IN
 FE0943'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 FE0943'10-FOOT CONCRETE BOX CULVERT AND 2 FEET BELOW LEVEL OF THE
 FE0943'HIGHWAY.
 FE0943
 FE0943                          STATION RECOVERY (2002)
 FE0943
 FE0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0943'OLD HWY 51 IS NOW STATE HWY 209.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0806 ***********************************************************************
 FE0806  DESIGNATION -  P 14
 FE0806  PID         -  FE0806
 FE0806  STATE/COUNTY-  TN/GIBSON
 FE0806  USGS QUAD   -  TRENTON (1981)
 FE0806
 FE0806                         *CURRENT SURVEY CONTROL
 FE0806  ___________________________________________________________________
 FE0806* NAD 83(1986)-  35 58 04.     (N)    088 57 00.     (W)     SCALED    
 FE0806* NAVD 88     -       103.168  (meters)     338.48   (feet)  ADJUSTED  
 FE0806  ___________________________________________________________________
 FE0806  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0806  DYNAMIC HT  -         103.080 (meters)     338.19  (feet)  COMP
 FE0806  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 FE0806
 FE0806  VERT ORDER  -  SECOND    CLASS 0
 FE0806
 FE0806.The horizontal coordinates were scaled from a topographic map and have
 FE0806.an estimated accuracy of +/- 6 seconds.
 FE0806
 FE0806.The orthometric height was determined by differential leveling
 FE0806.and adjusted by the National Geodetic Survey in June 1991..
 FE0806
 FE0806.The geoid height was determined by GEOID03.
 FE0806
 FE0806.The dynamic height is computed by dividing the NAVD 88
 FE0806.geopotential number by the normal gravity value computed on the
 FE0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0806.degrees latitude (g = 980.6199 gals.).
 FE0806
 FE0806.The modeled gravity was interpolated from observed gravity values.
 FE0806
 FE0806;                    North         East    Units  Estimated Accuracy
 FE0806;SPC TN       -   185,350.      333,960.      MT  (+/- 180 meters Scaled)
 FE0806
 FE0806                          SUPERSEDED SURVEY CONTROL
 FE0806
 FE0806  NGVD 29 (??/??/??)  103.203  (m)          338.59   (f) ADJUSTED    2 0
 FE0806
 FE0806.Superseded values are not recommended for survey control.
 FE0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0806.See file dsdata.txt to determine how the superseded data were derived.
 FE0806
 FE0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE241821(NAD 83)
 FE0806_MARKER: DB = BENCH MARK DISK
 FE0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0806_STAMPING: P 14 1935
 FE0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0806+STABILITY: SURFACE MOTION
 FE0806
 FE0806  HISTORY     - Date     Condition        Report By
 FE0806  HISTORY     - 1935     MONUMENTED       CGS
 FE0806  HISTORY     - 20020419 MARK NOT FOUND   USACE
 FE0806
 FE0806                          STATION DESCRIPTION
 FE0806
 FE0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0806'0.9 MI S FROM TRENTON.
 FE0806'0.9 MILE SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0806'CITY WATER WORKS AT TRENTON, GIBSON COUNTY, AT MILEAGE 413.3,
 FE0806'85 FEET SOUTH OF THE CITY LIMIT, AT A DIRT-CROSSING, 56 FEET SOUTH
 FE0806'OF THE CENTERLINE OF THE ROAD, 48 FEET WEST OF THE CENTERLINE
 FE0806'OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A
 FE0806'STANDARD DISK, STAMPED P 14 1935 AND SET IN THE TOP OF A
 FE0806'CONCRETE POST.
 FE0806
 FE0806                          STATION RECOVERY (2002)
 FE0806
 FE0806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0806'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0473 ***********************************************************************
 FC0473  DESIGNATION -  P 15
 FC0473  PID         -  FC0473
 FC0473  STATE/COUNTY-  TN/MCMINN
 FC0473  USGS QUAD   -  RICEVILLE (1990)
 FC0473
 FC0473                         *CURRENT SURVEY CONTROL
 FC0473  ___________________________________________________________________
 FC0473* NAD 83(1986)-  35 28 20.     (N)    084 40 33.     (W)     SCALED    
 FC0473* NAVD 88     -       266.751  (meters)     875.17   (feet)  ADJUSTED  
 FC0473  ___________________________________________________________________
 FC0473  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0473  DYNAMIC HT  -         266.491 (meters)     874.31  (feet)  COMP
 FC0473  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0473
 FC0473  VERT ORDER  -  SECOND    CLASS 0
 FC0473
 FC0473.The horizontal coordinates were scaled from a topographic map and have
 FC0473.an estimated accuracy of +/- 6 seconds.
 FC0473
 FC0473.The orthometric height was determined by differential leveling
 FC0473.and adjusted by the National Geodetic Survey in June 1991..
 FC0473
 FC0473.The geoid height was determined by GEOID03.
 FC0473
 FC0473.The dynamic height is computed by dividing the NAVD 88
 FC0473.geopotential number by the normal gravity value computed on the
 FC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0473.degrees latitude (g = 980.6199 gals.).
 FC0473
 FC0473.The modeled gravity was interpolated from observed gravity values.
 FC0473
 FC0473;                    North         East    Units  Estimated Accuracy
 FC0473;SPC TN       -   127,170.      720,180.      MT  (+/- 180 meters Scaled)
 FC0473
 FC0473                          SUPERSEDED SURVEY CONTROL
 FC0473
 FC0473  NGVD 29 (??/??/92)  266.818  (m)          875.39   (f) ADJ UNCH    2 0
 FC0473
 FC0473.Superseded values are not recommended for survey control.
 FC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0473.See file dsdata.txt to determine how the superseded data were derived.
 FC0473
 FC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE108278(NAD 83)
 FC0473_MARKER: DB = BENCH MARK DISK
 FC0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0473_SP_SET: BRIDGE
 FC0473_STAMPING: P 15 1933
 FC0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0473
 FC0473  HISTORY     - Date     Condition        Report By
 FC0473  HISTORY     - 1933     MONUMENTED       CGS
 FC0473  HISTORY     - 1949     GOOD             NGS
 FC0473
 FC0473                          STATION DESCRIPTION
 FC0473
 FC0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0473'5.9 MI W FROM ATHENS.
 FC0473'5.9 MILES WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 FC0473'ATHENS, MC MINN COUNTY, AT THE EAST END OF A CONCRETE BRIDGE OVER
 FC0473'A SMALL BRANCH FLOWING SOUTH, AND IN THE CENTER OF THE TOP OF THE
 FC0473'NORTH WINGWALL.  A STANDARD DISK, STAMPED P 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0820 ***********************************************************************
 GD0820  DESIGNATION -  P 151
 GD0820  PID         -  GD0820
 GD0820  STATE/COUNTY-  TN/DYER
 GD0820  USGS QUAD   -  DYERSBURG (1983)
 GD0820
 GD0820                         *CURRENT SURVEY CONTROL
 GD0820  ___________________________________________________________________
 GD0820* NAD 83(1995)-  36 00 07.93691(N)    089 24 04.25224(W)     ADJUSTED  
 GD0820* NAVD 88     -       101.783  (meters)     333.93   (feet)  ADJUSTED  
 GD0820  ___________________________________________________________________
 GD0820  X           -      53,989.850 (meters)                     COMP
 GD0820  Y           -  -5,165,632.381 (meters)                     COMP
 GD0820  Z           -   3,728,432.841 (meters)                     COMP
 GD0820  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD0820  ELLIP HEIGHT-          73.59  (meters)          (04/05/04) GPS OBS
 GD0820  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0820  DYNAMIC HT  -         101.697 (meters)     333.65  (feet)  COMP
 GD0820  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GD0820
 GD0820  HORZ ORDER  -  B
 GD0820  VERT ORDER  -  FIRST     CLASS I
 GD0820  ELLP ORDER  -  FOURTH    CLASS I
 GD0820
 GD0820.This mark is at Dyersburg Airport (DYR)
 GD0820
 GD0820.The horizontal coordinates were established by GPS observations
 GD0820.and adjusted by the National Geodetic Survey in April 2004..
 GD0820
 GD0820.The orthometric height was determined by differential leveling
 GD0820.and adjusted by the National Geodetic Survey in June 1991..
 GD0820.WARNING-Repeat measurements at this control monument indicate possible
 GD0820.vertical movement.
 GD0820
 GD0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0820
 GD0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0820
 GD0820.The ellipsoidal height was determined by GPS observations
 GD0820.and is referenced to NAD 83.
 GD0820
 GD0820.The geoid height was determined by GEOID03.
 GD0820
 GD0820.The dynamic height is computed by dividing the NAVD 88
 GD0820.geopotential number by the normal gravity value computed on the
 GD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0820.degrees latitude (g = 980.6199 gals.).
 GD0820
 GD0820.The modeled gravity was interpolated from observed gravity values.
 GD0820
 GD0820;                    North         East     Units Scale Factor Converg.
 GD0820;SPC TN       -   190,487.820   293,421.726   MT  0.99995269   -1 59 28.3
 GD0820;SPC TN       -   624,958.79    962,667.78   sFT  0.99995269   -1 59 28.3
 GD0820;UTM  16      - 3,986,859.676   283,573.530   MT  1.00017720   -1 24 43.2
 GD0820
 GD0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0820!SPC TN       -   0.99998845  x   0.99995269  =   0.99994114
 GD0820!UTM  16      -   0.99998845  x   1.00017720  =   1.00016565
 GD0820
 GD0820                          SUPERSEDED SURVEY CONTROL
 GD0820
 GD0820  NAVD 88 (04/05/04)  101.78   (m)          333.9    (f) LEVELING    3  
 GD0820  NGVD 29 (??/??/??)  101.717  (m)          333.72   (f) ADJUSTED    1 1
 GD0820
 GD0820.Superseded values are not recommended for survey control.
 GD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0820.See file dsdata.txt to determine how the superseded data were derived.
 GD0820
 GD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8357486860(NAD 83)
 GD0820_MARKER: DB = BENCH MARK DISK
 GD0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0820_STAMPING: P 151
 GD0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0820+STABILITY: SURFACE MOTION
 GD0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0820+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 GD0820
 GD0820  HISTORY     - Date     Condition        Report By
 GD0820  HISTORY     - 1943     MONUMENTED       CGS
 GD0820  HISTORY     - 1974     GOOD             NGS
 GD0820  HISTORY     - 20020419 GOOD             USACE
 GD0820
 GD0820                          STATION DESCRIPTION
 GD0820
 GD0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0820'2.4 MI S FROM DYERSBURG.
 GD0820'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD0820'AT DYERSBURG, 0.20 MILE WEST TO THE TOP OF A STEEP HILL AND NORTHWEST
 GD0820'AT THE END OF RUNWAY NO. 22, ABOUT 162 YARDS NORTHWEST OF THE
 GD0820'CURVE IN THE ROAD LEADING TO AIRPORT TERMINAL, ABOUT 148 YARDS
 GD0820'NORTHWEST OF A POWER POLE WITH 4 GUY WIRES, 0.5 FOOT NORTHEAST OF
 GD0820'THE NORTHEAST END AND IN LINE WITH THE SOUTHEAST EDGE OF THE CONCRETE
 GD0820'PART OF RUNWAY NO. 22, 8 FEET ABOVE THE PAVED ROAD AND IN THE TOP
 GD0820'OF A CONCRETE POST FLUSH WITH THE GROUND.
 GD0820
 GD0820                          STATION RECOVERY (2002)
 GD0820
 GD0820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1757 ***********************************************************************
 FE1757  DESIGNATION -  P 152
 FE1757  PID         -  FE1757
 FE1757  STATE/COUNTY-  TN/DYER
 FE1757  USGS QUAD   -  KNOB CREEK (1972)
 FE1757
 FE1757                         *CURRENT SURVEY CONTROL
 FE1757  ___________________________________________________________________
 FE1757* NAD 83(1986)-  35 56 54.     (N)    089 34 37.     (W)     SCALED    
 FE1757* NAVD 88     -        79.477  (meters)     260.75   (feet)  ADJUSTED  
 FE1757  ___________________________________________________________________
 FE1757  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE1757  DYNAMIC HT  -          79.410 (meters)     260.53  (feet)  COMP
 FE1757  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 FE1757
 FE1757  VERT ORDER  -  SECOND    CLASS 0
 FE1757
 FE1757.The horizontal coordinates were scaled from a topographic map and have
 FE1757.an estimated accuracy of +/- 6 seconds.
 FE1757
 FE1757.The orthometric height was determined by differential leveling
 FE1757.and adjusted by the National Geodetic Survey in June 1991..
 FE1757
 FE1757.The geoid height was determined by GEOID03.
 FE1757
 FE1757.The dynamic height is computed by dividing the NAVD 88
 FE1757.geopotential number by the normal gravity value computed on the
 FE1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1757.degrees latitude (g = 980.6199 gals.).
 FE1757
 FE1757.The modeled gravity was interpolated from observed gravity values.
 FE1757
 FE1757;                    North         East    Units  Estimated Accuracy
 FE1757;SPC TN       -   185,080.      277,370.      MT  (+/- 180 meters Scaled)
 FE1757
 FE1757                          SUPERSEDED SURVEY CONTROL
 FE1757
 FE1757  NGVD 29 (??/??/??)   79.416  (m)          260.55   (f) ADJUSTED    2 0
 FE1757
 FE1757.Superseded values are not recommended for survey control.
 FE1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1757.See file dsdata.txt to determine how the superseded data were derived.
 FE1757
 FE1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE675812(NAD 83)
 FE1757_MARKER: DB = BENCH MARK DISK
 FE1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1757_STAMPING: P 152 1943
 FE1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1757+STABILITY: SURFACE MOTION
 FE1757
 FE1757  HISTORY     - Date     Condition        Report By
 FE1757  HISTORY     - 1943     MONUMENTED       CGS
 FE1757  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1757
 FE1757                          STATION DESCRIPTION
 FE1757
 FE1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1757'5.3 MI NE FROM HALES POINT.
 FE1757'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE
 FE1757'PUBLIC SCHOOL AT HALES POINT, LAUDERDALE COUNTY, THENCE 2.2 MILES
 FE1757'NORTH ALONG A PAVED ROAD, AT A FRAMEHOUSE, 22.5 FEET EAST OF THE
 FE1757'CENTERLINE OF THE ROAD, 21.5 FEET NORTHWEST OF THE NORTHWEST
 FE1757'CORNER OF THE HOUSE, 7 FEET NORTH OF AN 18-INCH ELM TREE, 3 FEET
 FE1757'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 FE1757'STANDARD DISK, STAMPED P 152 1943 AND SET IN THE TOP OF A CONCRETE
 FE1757'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FE1757
 FE1757                          STATION RECOVERY (2002)
 FE1757
 FE1757'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0925 ***********************************************************************
 GD0925  DESIGNATION -  P 154
 GD0925  PID         -  GD0925
 GD0925  STATE/COUNTY-  TN/DYER
 GD0925  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0925
 GD0925                         *CURRENT SURVEY CONTROL
 GD0925  ___________________________________________________________________
 GD0925* NAD 83(1986)-  36 01 15.     (N)    089 30 08.     (W)     SCALED    
 GD0925* NAVD 88     -        80.519  (meters)     264.17   (feet)  ADJUSTED  
 GD0925  ___________________________________________________________________
 GD0925  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0925  DYNAMIC HT  -          80.451 (meters)     263.95  (feet)  COMP
 GD0925  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 GD0925
 GD0925  VERT ORDER  -  SECOND    CLASS 0
 GD0925
 GD0925.The horizontal coordinates were scaled from a topographic map and have
 GD0925.an estimated accuracy of +/- 6 seconds.
 GD0925
 GD0925.The orthometric height was determined by differential leveling
 GD0925.and adjusted by the National Geodetic Survey in June 1991..
 GD0925
 GD0925.The geoid height was determined by GEOID03.
 GD0925
 GD0925.The dynamic height is computed by dividing the NAVD 88
 GD0925.geopotential number by the normal gravity value computed on the
 GD0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0925.degrees latitude (g = 980.6199 gals.).
 GD0925
 GD0925.The modeled gravity was interpolated from observed gravity values.
 GD0925
 GD0925;                    North         East    Units  Estimated Accuracy
 GD0925;SPC TN       -   192,880.      284,390.      MT  (+/- 180 meters Scaled)
 GD0925
 GD0925                          SUPERSEDED SURVEY CONTROL
 GD0925
 GD0925  NGVD 29 (??/??/??)   80.449  (m)          263.94   (f) ADJUSTED    2 0
 GD0925
 GD0925.Superseded values are not recommended for survey control.
 GD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0925.See file dsdata.txt to determine how the superseded data were derived.
 GD0925
 GD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE745891(NAD 83)
 GD0925_MARKER: DB = BENCH MARK DISK
 GD0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0925_STAMPING: P 154 1943
 GD0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0925+STABILITY: SURFACE MOTION
 GD0925
 GD0925  HISTORY     - Date     Condition        Report By
 GD0925  HISTORY     - 1943     MONUMENTED       CGS
 GD0925  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0925
 GD0925                          STATION DESCRIPTION
 GD0925
 GD0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0925'2.1 MI SW FROM FINLEY.
 GD0925'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0925'FINLEY, THENCE 1.1 MILES SOUTH ALONG A PAVED COUNTY ROAD, 0.8
 GD0925'MILE NORTH OF A SCHOOL BUILDING, 57 FEET SOUTHEAST OF THE
 GD0925'SOUTHEAST CORNER OF THE SOUTH ONE OF A ROW OF THREE HOUSES, IN
 GD0925'THE SOUTHEAST CORNER OF THE YARD, 27.6 FEET WEST OF THE
 GD0925'CENTERLINE OF THE PAVED ROAD, 3 FEET NORTHEAST OF THE EAST
 GD0925'GATEPOST IN THE BARN-LOT FENCE, AND 3 FEET WEST OF A WHITE WOODEN
 GD0925'WITNESS POST.  A STANDARD DISK, STAMPED P 154 1943 AND SET IN
 GD0925'THE TOP OF A CONCRETE POST.
 GD0925
 GD0925                          STATION RECOVERY (2002)
 GD0925
 GD0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0470 ***********************************************************************
 FE0470  DESIGNATION -  P 154
 FE0470  PID         -  FE0470
 FE0470  STATE/COUNTY-  TN/HARDEMAN
 FE0470  USGS QUAD   -  POCAHONTAS (1950)
 FE0470
 FE0470                         *CURRENT SURVEY CONTROL
 FE0470  ___________________________________________________________________
 FE0470* NAD 83(1986)-  35 02 55.     (N)    088 46 49.     (W)     SCALED    
 FE0470* NAVD 88     -       116.020  (meters)     380.64   (feet)  ADJUSTED  
 FE0470  ___________________________________________________________________
 FE0470  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0470  DYNAMIC HT  -         115.909 (meters)     380.28  (feet)  COMP
 FE0470  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 FE0470
 FE0470  VERT ORDER  -  FIRST     CLASS II
 FE0470
 FE0470.The horizontal coordinates were scaled from a topographic map and have
 FE0470.an estimated accuracy of +/- 6 seconds.
 FE0470
 FE0470.The orthometric height was determined by differential leveling
 FE0470.and adjusted by the National Geodetic Survey in June 1991..
 FE0470
 FE0470.The geoid height was determined by GEOID03.
 FE0470
 FE0470.The dynamic height is computed by dividing the NAVD 88
 FE0470.geopotential number by the normal gravity value computed on the
 FE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0470.degrees latitude (g = 980.6199 gals.).
 FE0470
 FE0470.The modeled gravity was interpolated from observed gravity values.
 FE0470
 FE0470;                    North         East    Units  Estimated Accuracy
 FE0470;SPC TN       -    82,960.      346,370.      MT  (+/- 180 meters Scaled)
 FE0470
 FE0470                          SUPERSEDED SURVEY CONTROL
 FE0470
 FE0470  NGVD 29 (??/??/??)  116.001  (m)          380.58   (f) ADJUSTED    1 2
 FE0470
 FE0470.Superseded values are not recommended for survey control.
 FE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0470.See file dsdata.txt to determine how the superseded data were derived.
 FE0470
 FE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD376798(NAD 83)
 FE0470_MARKER: DB = BENCH MARK DISK
 FE0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0470_SP_SET: PIER
 FE0470_STAMPING: P 154 1944
 FE0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0470
 FE0470  HISTORY     - Date     Condition        Report By
 FE0470  HISTORY     - 1944     MONUMENTED       CGS
 FE0470  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0470
 FE0470                          STATION DESCRIPTION
 FE0470
 FE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0470'1.4 MI E FROM POCAHONTAS.
 FE0470'1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0470'POCAHONTAS, HARDEMAN COUNTY, 0.1 MILE WEST OF MILEPOST 476,
 FE0470'AT THE BRIDGE OVER HATCHIE RIVER, IN THE TOP OF THE NORTHWEST
 FE0470'CORNER OF THE EAST CONCRETE PIER, 10.2 FEET NORTH OF THE
 FE0470'CENTERLINE OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 FE0470'A STANDARD DISK, STAMPED P 154 1944.
 FE0470
 FE0470                          STATION RECOVERY (1983)
 FE0470
 FE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0470'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0990 ***********************************************************************
 FE0990  DESIGNATION -  P 156
 FE0990  PID         -  FE0990
 FE0990  STATE/COUNTY-  TN/FAYETTE
 FE0990  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0990
 FE0990                         *CURRENT SURVEY CONTROL
 FE0990  ___________________________________________________________________
 FE0990* NAD 83(1986)-  35 02 53.     (N)    089 13 28.     (W)     SCALED    
 FE0990* NAVD 88     -       174.530  (meters)     572.60   (feet)  ADJUSTED  
 FE0990  ___________________________________________________________________
 FE0990  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0990  DYNAMIC HT  -         174.366 (meters)     572.07  (feet)  COMP
 FE0990  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FE0990
 FE0990  VERT ORDER  -  FIRST     CLASS II
 FE0990
 FE0990.The horizontal coordinates were scaled from a topographic map and have
 FE0990.an estimated accuracy of +/- 6 seconds.
 FE0990
 FE0990.The orthometric height was determined by differential leveling
 FE0990.and adjusted by the National Geodetic Survey in June 1991..
 FE0990
 FE0990.The geoid height was determined by GEOID03.
 FE0990
 FE0990.The dynamic height is computed by dividing the NAVD 88
 FE0990.geopotential number by the normal gravity value computed on the
 FE0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0990.degrees latitude (g = 980.6199 gals.).
 FE0990
 FE0990.The modeled gravity was interpolated from observed gravity values.
 FE0990
 FE0990;                    North         East    Units  Estimated Accuracy
 FE0990;SPC TN       -    84,150.      305,860.      MT  (+/- 180 meters Scaled)
 FE0990
 FE0990                          SUPERSEDED SURVEY CONTROL
 FE0990
 FE0990  NGVD 29 (??/??/??)  174.470  (m)          572.41   (f) ADJUSTED    1 2
 FE0990
 FE0990.Superseded values are not recommended for survey control.
 FE0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0990.See file dsdata.txt to determine how the superseded data were derived.
 FE0990
 FE0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD971806(NAD 83)
 FE0990_MARKER: DB = BENCH MARK DISK
 FE0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0990_STAMPING: P 156 1944
 FE0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0990+STABILITY: SURFACE MOTION
 FE0990
 FE0990  HISTORY     - Date     Condition        Report By
 FE0990  HISTORY     - 1944     MONUMENTED       CGS
 FE0990  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0990
 FE0990                          STATION DESCRIPTION
 FE0990
 FE0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0990'1 MI E FROM LA GRANGE.
 FE0990'1 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0990'LA GRANGE, FAYETTE COUNTY, 0.1 MILE WEST OF A TRACK-ROAD CROSSING,
 FE0990'200 FEET SOUTHEAST ACROSS THE TRACK FROM MILEPOST 502, ON THE
 FE0990'NORTH SLOPE OF A SMALL HILL, 42.6 FEET SOUTH OF THE CENTERLINE
 FE0990'OF THE TRACK, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 FE0990'5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 156
 FE0990'1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 FE0990'FOOT ABOVE GROUND.
 FE0990
 FE0990                          STATION RECOVERY (1983)
 FE0990
 FE0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0990'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1137 ***********************************************************************
 FE1137  DESIGNATION -  P 157
 FE1137  PID         -  FE1137
 FE1137  STATE/COUNTY-  TN/SHELBY
 FE1137  USGS QUAD   -  COLLIERVILLE (1965)
 FE1137
 FE1137                         *CURRENT SURVEY CONTROL
 FE1137  ___________________________________________________________________
 FE1137* NAD 83(1986)-  35 02 30.     (N)    089 39 56.     (W)     SCALED    
 FE1137* NAVD 88     -       115.313  (meters)     378.32   (feet)  ADJUSTED  
 FE1137  ___________________________________________________________________
 FE1137  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1137  DYNAMIC HT  -         115.205 (meters)     377.97  (feet)  COMP
 FE1137  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FE1137
 FE1137  VERT ORDER  -  FIRST     CLASS II
 FE1137
 FE1137.The horizontal coordinates were scaled from a topographic map and have
 FE1137.an estimated accuracy of +/- 6 seconds.
 FE1137
 FE1137.The orthometric height was determined by differential leveling
 FE1137.and adjusted by the National Geodetic Survey in June 1991..
 FE1137
 FE1137.The geoid height was determined by GEOID03.
 FE1137
 FE1137.The dynamic height is computed by dividing the NAVD 88
 FE1137.geopotential number by the normal gravity value computed on the
 FE1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1137.degrees latitude (g = 980.6199 gals.).
 FE1137
 FE1137.The modeled gravity was interpolated from observed gravity values.
 FE1137
 FE1137;                    North         East    Units  Estimated Accuracy
 FE1137;SPC TN       -    84,850.      265,610.      MT  (+/- 180 meters Scaled)
 FE1137
 FE1137                          SUPERSEDED SURVEY CONTROL
 FE1137
 FE1137  NGVD 29 (??/??/??)  115.266  (m)          378.17   (f) ADJUSTED    1 2
 FE1137
 FE1137.Superseded values are not recommended for survey control.
 FE1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1137.See file dsdata.txt to determine how the superseded data were derived.
 FE1137
 FE1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD568809(NAD 83)
 FE1137_MARKER: DB = BENCH MARK DISK
 FE1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1137_SP_SET: SEMAPHORE
 FE1137_STAMPING: P 157 1944
 FE1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1137
 FE1137  HISTORY     - Date     Condition        Report By
 FE1137  HISTORY     - 1944     MONUMENTED       CGS
 FE1137  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1137  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1137
 FE1137                          STATION DESCRIPTION
 FE1137
 FE1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1137'AT COLLIERVILLE.
 FE1137'AT COLLIERVILLE, SHELBY COUNTY, AT THE SOUTHERN RAILWAY STATION,
 FE1137'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 FE1137'SEMAPHORE, 22 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 FE1137'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- NO MARK COULD BE FOUND
 FE1137'IN THE EXISTING SEMAPHORE BASE.
 FE1137
 FE1137                          STATION RECOVERY (2006)
 FE1137
 FE1137'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1137'SEMAPHORES NOW AT THE STATION HAVE BEEN MOVED FROM THEIR ORIGINAL
 FE1137'LOCATIONS.  NO SIGNS OF MARKS IN ANY OF THE BASES, NOR ANY OLD BASES
 FE1137'ALONG THE RAILROAD.  MARK PROBABLY DESTROYED IN RAILROAD UPGRADES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0523 ***********************************************************************
 FE0523  DESIGNATION -  P 158
 FE0523  PID         -  FE0523
 FE0523  STATE/COUNTY-  TN/MCNAIRY
 FE0523  USGS QUAD   -  MASSEYVILLE (1961)
 FE0523
 FE0523                         *CURRENT SURVEY CONTROL
 FE0523  ___________________________________________________________________
 FE0523* NAD 83(1986)-  35 15 22.     (N)    088 37 32.     (W)     SCALED    
 FE0523* NAVD 88     -       147.008  (meters)     482.31   (feet)  ADJUSTED  
 FE0523  ___________________________________________________________________
 FE0523  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0523  DYNAMIC HT  -         146.872 (meters)     481.86  (feet)  COMP
 FE0523  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FE0523
 FE0523  VERT ORDER  -  FIRST     CLASS II
 FE0523
 FE0523.The horizontal coordinates were scaled from a topographic map and have
 FE0523.an estimated accuracy of +/- 6 seconds.
 FE0523
 FE0523.The orthometric height was determined by differential leveling
 FE0523.and adjusted by the National Geodetic Survey in June 1991..
 FE0523
 FE0523.The geoid height was determined by GEOID03.
 FE0523
 FE0523.The dynamic height is computed by dividing the NAVD 88
 FE0523.geopotential number by the normal gravity value computed on the
 FE0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0523.degrees latitude (g = 980.6199 gals.).
 FE0523
 FE0523.The modeled gravity was interpolated from observed gravity values.
 FE0523
 FE0523;                    North         East    Units  Estimated Accuracy
 FE0523;SPC TN       -   105,590.      361,100.      MT  (+/- 180 meters Scaled)
 FE0523
 FE0523                          SUPERSEDED SURVEY CONTROL
 FE0523
 FE0523  NGVD 29 (??/??/??)  147.010  (m)          482.32   (f) ADJUSTED    1 2
 FE0523
 FE0523.Superseded values are not recommended for survey control.
 FE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0523.See file dsdata.txt to determine how the superseded data were derived.
 FE0523
 FE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE521026(NAD 83)
 FE0523_MARKER: DB = BENCH MARK DISK
 FE0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0523_STAMPING: P 158 1944
 FE0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0523+STABILITY: SURFACE MOTION
 FE0523
 FE0523  HISTORY     - Date     Condition        Report By
 FE0523  HISTORY     - 1944     MONUMENTED       CGS
 FE0523  HISTORY     - 1948     GOOD             CGS
 FE0523  HISTORY     - 1973     GOOD             TVA
 FE0523  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0523
 FE0523                          STATION DESCRIPTION
 FE0523
 FE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0523'1.8 MI NW FROM BETHEL SPRINGS.
 FE0523'ABOUT 1.85 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0523'RAILROAD FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.35 MILE
 FE0523'SOUTHEAST OF MILE POST 355, 164 YARDS NORTHWEST AND ACROSS DIRT
 FE0523'ROAD CROSSING, 23.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET
 FE0523'WEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTHEAST OF A
 FE0523'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 78 FEET
 FE0523'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 15 YARDS NORTHWEST
 FE0523'OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 2 FEET
 FE0523'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0523'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE0523'NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2 FEET
 FE0523'NORTHWEST OF MARKER.  MONUMENT HAS BEEN RAN OVER DURING
 FE0523'CULTIVATION OF FIELD, BUT MONUMENT SEEMS TO BE OKAY.  POST AND
 FE0523'SURVEY MARKER SET 1.0 FT N OF MARKER.
 FE0523
 FE0523                          STATION RECOVERY (1973)
 FE0523
 FE0523'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0523'RECOVERED IN GOOD CONDITION.
 FE0523
 FE0523                          STATION RECOVERY (2002)
 FE0523
 FE0523'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0485 ***********************************************************************
 FE0485  DESIGNATION -  P 159
 FE0485  PID         -  FE0485
 FE0485  STATE/COUNTY-  TN/MADISON
 FE0485  USGS QUAD   -  HENDERSON (1983)
 FE0485
 FE0485                         *CURRENT SURVEY CONTROL
 FE0485  ___________________________________________________________________
 FE0485* NAD 83(1986)-  35 29 27.     (N)    088 43 13.     (W)     SCALED    
 FE0485* NAVD 88     -       115.814  (meters)     379.97   (feet)  ADJUSTED  
 FE0485  ___________________________________________________________________
 FE0485  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0485  DYNAMIC HT  -         115.709 (meters)     379.62  (feet)  COMP
 FE0485  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FE0485
 FE0485  VERT ORDER  -  FIRST     CLASS II
 FE0485
 FE0485.The horizontal coordinates were scaled from a topographic map and have
 FE0485.an estimated accuracy of +/- 6 seconds.
 FE0485
 FE0485.The orthometric height was determined by differential leveling
 FE0485.and adjusted by the National Geodetic Survey in June 1991..
 FE0485
 FE0485.The geoid height was determined by GEOID03.
 FE0485
 FE0485.The dynamic height is computed by dividing the NAVD 88
 FE0485.geopotential number by the normal gravity value computed on the
 FE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0485.degrees latitude (g = 980.6199 gals.).
 FE0485
 FE0485.The modeled gravity was interpolated from observed gravity values.
 FE0485
 FE0485;                    North         East    Units  Estimated Accuracy
 FE0485;SPC TN       -   131,850.      353,200.      MT  (+/- 180 meters Scaled)
 FE0485
 FE0485                          SUPERSEDED SURVEY CONTROL
 FE0485
 FE0485  NGVD 29 (??/??/??)  115.839  (m)          380.05   (f) ADJUSTED    1 2
 FE0485
 FE0485.Superseded values are not recommended for survey control.
 FE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0485.See file dsdata.txt to determine how the superseded data were derived.
 FE0485
 FE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE439288(NAD 83)
 FE0485_MARKER: DB = BENCH MARK DISK
 FE0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0485_SP_SET: CULVERT
 FE0485_STAMPING: P 159 1944
 FE0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0485
 FE0485  HISTORY     - Date     Condition        Report By
 FE0485  HISTORY     - 1944     MONUMENTED       CGS
 FE0485  HISTORY     - 1948     GOOD             CGS
 FE0485  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0485
 FE0485                          STATION DESCRIPTION
 FE0485
 FE0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0485'AT PINSON.
 FE0485'AT PINSON, ABOUT 150 YARDS SOUTHEAST OF THE GULF, MOBILE AND
 FE0485'OHIO RAILROAD STATION, 108.5 FEET SOUTHWEST OF THE SOUTHWEST
 FE0485'RAIL OF THE MAIN TRACK, 19 FEET NORTHEAST OF THE CENTER LINE
 FE0485'OF U.S. HIGHWAY 45, SET IN THE TOP OF THE NORTHWEST END OF THE
 FE0485'NORTHEAST HEAD WALL OF A 3-FOOT CONCRETE CULVERT UNDER THE
 FE0485'HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.  NOTE-- THIS CONCRETE
 FE0485'CULVERT HAS BEEN REPLACED BY A CORRIGATED STEEL PIPE.  THIS BM
 FE0485'MAY NOT BE DEST. BUT IS COVERED BY ABOUT 4 FEET OF FILL, IF NOT
 FE0485'DEST.  WHEN CULVERT WAS REPLACED.  ROAD HAS BEEN WIDENED AND
 FE0485'HEADWALL IS NO LONGER THERE A 36 IN CONCRETE TILE IS NOW USED.
 FE0485'HEADWALL MAY BE UNDER FILL.
 FE0485
 FE0485                          STATION RECOVERY (1972)
 FE0485
 FE0485'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0353 ***********************************************************************
 FC0353  DESIGNATION -  P 16
 FC0353  PID         -  FC0353
 FC0353  STATE/COUNTY-  TN/POLK
 FC0353  USGS QUAD   -  ISABELLA (1978)
 FC0353
 FC0353                         *CURRENT SURVEY CONTROL
 FC0353  ___________________________________________________________________
 FC0353* NAD 83(1986)-  35 05 26.     (N)    084 22 27.     (W)     SCALED    
 FC0353* NAVD 88     -       508.165  (meters)    1667.20   (feet)  ADJUSTED  
 FC0353  ___________________________________________________________________
 FC0353  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FC0353  DYNAMIC HT  -         507.652 (meters)    1665.52  (feet)  COMP
 FC0353  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 FC0353
 FC0353  VERT ORDER  -  SECOND    CLASS 0
 FC0353
 FC0353.The horizontal coordinates were scaled from a topographic map and have
 FC0353.an estimated accuracy of +/- 6 seconds.
 FC0353
 FC0353.The orthometric height was determined by differential leveling
 FC0353.and adjusted by the National Geodetic Survey in June 1991..
 FC0353
 FC0353.The geoid height was determined by GEOID03.
 FC0353
 FC0353.The dynamic height is computed by dividing the NAVD 88
 FC0353.geopotential number by the normal gravity value computed on the
 FC0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0353.degrees latitude (g = 980.6199 gals.).
 FC0353
 FC0353.The modeled gravity was interpolated from observed gravity values.
 FC0353
 FC0353;                    North         East    Units  Estimated Accuracy
 FC0353;SPC TN       -    85,250.      748,250.      MT  (+/- 180 meters Scaled)
 FC0353
 FC0353                          SUPERSEDED SURVEY CONTROL
 FC0353
 FC0353  NGVD 29 (??/??/92)  508.205  (m)         1667.34   (f) ADJ UNCH    2 0
 FC0353
 FC0353.Superseded values are not recommended for survey control.
 FC0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0353.See file dsdata.txt to determine how the superseded data were derived.
 FC0353
 FC0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD393862(NAD 83)
 FC0353_MARKER: DB = BENCH MARK DISK
 FC0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0353_STAMPING: P 16 1933
 FC0353_MARK LOGO: CGS   
 FC0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0353+STABILITY: SURFACE MOTION
 FC0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0353+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 FC0353
 FC0353  HISTORY     - Date     Condition        Report By
 FC0353  HISTORY     - 1933     MONUMENTED       CGS
 FC0353  HISTORY     - 1949     GOOD             NGS
 FC0353  HISTORY     - 20000711 SEE DESCRIPTION  NCGS
 FC0353  HISTORY     - 20010314 MARK NOT FOUND   LOCSUR
 FC0353
 FC0353                          STATION DESCRIPTION
 FC0353
 FC0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0353'AT HARBUCK.
 FC0353'AT HARBUCK, POLK COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FC0353'1,500 FEET SOUTHWEST OF MILEPOST L 372, BETWEEN THE TRACK AND A
 FC0353'HIGHWAY, 53.4 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND
 FC0353'35 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A
 FC0353'STANDARD DISK, STAMPED P 16 1933 AND SET IN THE TOP OF A CONCRETE
 FC0353'POST.
 FC0353
 FC0353                          STATION RECOVERY (2000)
 FC0353
 FC0353'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0353'THE STATION WAS NOT FOUND AND HAS POSSIBLY BEEN DESTROYED. THE AREA
 FC0353'HAS BEEN CLEARED AND GRADED. THE PROPERTY OWNER STATED HE HAD NEVER
 FC0353'SEEN THE MONUMENT.
 FC0353
 FC0353                          STATION RECOVERY (2001)
 FC0353
 FC0353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 FC0353'POSSIBLY DESTROYED BY CONSTRUCTION. PART OF A CONCRETE MONUMENT WITH 1
 FC0353'ROUND SMOOTH REBAR WAS FOUND 20 FEET AWAY.  APPARENT UTILITY
 FC0353'CONSTRUCTION ALONG RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0696 ***********************************************************************
 FE0696  DESIGNATION -  P 160
 FE0696  PID         -  FE0696
 FE0696  STATE/COUNTY-  TN/GIBSON
 FE0696  USGS QUAD   -  MEDINA (1981)
 FE0696
 FE0696                         *CURRENT SURVEY CONTROL
 FE0696  ___________________________________________________________________
 FE0696* NAD 83(1986)-  35 52 01.     (N)    088 45 19.     (W)     SCALED    
 FE0696* NAVD 88     -       139.975  (meters)     459.23   (feet)  ADJUSTED  
 FE0696  ___________________________________________________________________
 FE0696  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0696  DYNAMIC HT  -         139.853 (meters)     458.83  (feet)  COMP
 FE0696  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0696
 FE0696  VERT ORDER  -  FIRST     CLASS II
 FE0696
 FE0696.The horizontal coordinates were scaled from a topographic map and have
 FE0696.an estimated accuracy of +/- 6 seconds.
 FE0696
 FE0696.The orthometric height was determined by differential leveling
 FE0696.and adjusted by the National Geodetic Survey in June 1991..
 FE0696
 FE0696.The geoid height was determined by GEOID03.
 FE0696
 FE0696.The dynamic height is computed by dividing the NAVD 88
 FE0696.geopotential number by the normal gravity value computed on the
 FE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0696.degrees latitude (g = 980.6199 gals.).
 FE0696
 FE0696.The modeled gravity was interpolated from observed gravity values.
 FE0696
 FE0696;                    North         East    Units  Estimated Accuracy
 FE0696;SPC TN       -   173,660.      351,200.      MT  (+/- 180 meters Scaled)
 FE0696
 FE0696                          SUPERSEDED SURVEY CONTROL
 FE0696
 FE0696  NGVD 29 (??/??/??)  140.027  (m)          459.41   (f) ADJUSTED    1 2
 FE0696
 FE0696.Superseded values are not recommended for survey control.
 FE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0696.See file dsdata.txt to determine how the superseded data were derived.
 FE0696
 FE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE415706(NAD 83)
 FE0696_MARKER: DB = BENCH MARK DISK
 FE0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0696_SP_SET: CONCRETE BASE
 FE0696_STAMPING: P 160 1944
 FE0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0696
 FE0696  HISTORY     - Date     Condition        Report By
 FE0696  HISTORY     - 1944     MONUMENTED       CGS
 FE0696  HISTORY     - 1948     GOOD             CGS
 FE0696
 FE0696                          STATION DESCRIPTION
 FE0696
 FE0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0696'3.7 MI S FROM MILAN.
 FE0696'ABOUT 3.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0696'THE UNION STATION AT MILAN, 8 YARDS NORTHEAST AND ACROSS THE
 FE0696'TRACK FROM MILE POST C 452, SET IN THE TOP OF THE SOUTHEAST
 FE0696'CORNER OF THE CONCRETE BASE OF A BLOCK SIGNAL, 9.3 FEET EAST OF
 FE0696'THE EAST RAIL AND ABOUT 0.3 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1285 ***********************************************************************
 GA1285  DESIGNATION -  P 162
 GA1285  PID         -  GA1285
 GA1285  STATE/COUNTY-  TN/HAWKINS
 GA1285  USGS QUAD   -  PLUM GROVE (1991)
 GA1285
 GA1285                         *CURRENT SURVEY CONTROL
 GA1285  ___________________________________________________________________
 GA1285* NAD 83(1986)-  36 30 05.     (N)    082 47 18.     (W)     SCALED    
 GA1285* NAVD 88     -       369.303  (meters)    1211.62   (feet)  ADJUSTED  
 GA1285  ___________________________________________________________________
 GA1285  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1285  DYNAMIC HT  -         368.972 (meters)    1210.54  (feet)  COMP
 GA1285  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GA1285
 GA1285  VERT ORDER  -  FIRST     CLASS I
 GA1285
 GA1285.The horizontal coordinates were scaled from a topographic map and have
 GA1285.an estimated accuracy of +/- 6 seconds.
 GA1285
 GA1285.The orthometric height was determined by differential leveling
 GA1285.and adjusted by the National Geodetic Survey in June 1991..
 GA1285
 GA1285.The geoid height was determined by GEOID03.
 GA1285
 GA1285.The dynamic height is computed by dividing the NAVD 88
 GA1285.geopotential number by the normal gravity value computed on the
 GA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1285.degrees latitude (g = 980.6199 gals.).
 GA1285
 GA1285.The modeled gravity was interpolated from observed gravity values.
 GA1285
 GA1285;                    North         East    Units  Estimated Accuracy
 GA1285;SPC TN       -   245,270.      887,690.      MT  (+/- 180 meters Scaled)
 GA1285
 GA1285                          SUPERSEDED SURVEY CONTROL
 GA1285
 GA1285  NGVD 29 (??/??/92)  369.451  (m)         1212.11   (f) ADJ UNCH    1 1
 GA1285
 GA1285.Superseded values are not recommended for survey control.
 GA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1285.See file dsdata.txt to determine how the superseded data were derived.
 GA1285
 GA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA398410(NAD 83)
 GA1285_MARKER: DB = BENCH MARK DISK
 GA1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1285_SP_SET: OVERPASS
 GA1285_STAMPING: P 162 1967
 GA1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1285+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 GA1285
 GA1285  HISTORY     - Date     Condition        Report By
 GA1285  HISTORY     - 1967     MONUMENTED       CGS
 GA1285  HISTORY     - 20031005 GOOD             GEOCAC
 GA1285
 GA1285                          STATION DESCRIPTION
 GA1285
 GA1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1285'4.6 MI NE FROM SURGOINSVILLE.
 GA1285'ABOUT 4.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1285'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.1 MILE EAST
 GA1285'OF THE GREENLAND SIDING SIGN, 247 FEET WEST OF MILEPOST 59,
 GA1285'SET VERTICALLY IN THE NORTH FACE OF THE SOUTHWEST CONCRETE
 GA1285'PILLAR OF A RAILROAD OVERPASS FOR A ROAD, 25 1/2 FEET SOUTH
 GA1285'OF THE SOUTH RAIL OF THE TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL
 GA1285'OF THE TRACK.
 GA1285
 GA1285                          STATION RECOVERY (2003)
 GA1285
 GA1285'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1866 ***********************************************************************
 GA1866  DESIGNATION -  P 163
 GA1866  PID         -  GA1866
 GA1866  STATE/COUNTY-  TN/HAMBLEN
 GA1866  USGS QUAD   -  SPRINGVALE (1980)
 GA1866
 GA1866                         *CURRENT SURVEY CONTROL
 GA1866  ___________________________________________________________________
 GA1866* NAD 83(1986)-  36 14 06.     (N)    083 14 25.     (W)     SCALED    
 GA1866* NAVD 88     -       395.649  (meters)    1298.06   (feet)  ADJUSTED  
 GA1866  ___________________________________________________________________
 GA1866  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA1866  DYNAMIC HT  -         395.287 (meters)    1296.87  (feet)  COMP
 GA1866  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 GA1866
 GA1866  VERT ORDER  -  FIRST     CLASS I
 GA1866
 GA1866.The horizontal coordinates were scaled from a topographic map and have
 GA1866.an estimated accuracy of +/- 6 seconds.
 GA1866
 GA1866.The orthometric height was determined by differential leveling
 GA1866.and adjusted by the National Geodetic Survey in June 1991..
 GA1866
 GA1866.The geoid height was determined by GEOID03.
 GA1866
 GA1866.The dynamic height is computed by dividing the NAVD 88
 GA1866.geopotential number by the normal gravity value computed on the
 GA1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1866.degrees latitude (g = 980.6199 gals.).
 GA1866
 GA1866.The modeled gravity was interpolated from observed gravity values.
 GA1866
 GA1866;                    North         East    Units  Estimated Accuracy
 GA1866;SPC TN       -   214,490.      848,050.      MT  (+/- 180 meters Scaled)
 GA1866
 GA1866                          SUPERSEDED SURVEY CONTROL
 GA1866
 GA1866  NGVD 29 (??/??/92)  395.786  (m)         1298.51   (f) ADJ UNCH    1 1
 GA1866
 GA1866.Superseded values are not recommended for survey control.
 GA1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1866.See file dsdata.txt to determine how the superseded data were derived.
 GA1866
 GA1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA986123(NAD 83)
 GA1866_MARKER: DB = BENCH MARK DISK
 GA1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1866_STAMPING: P 163 1967
 GA1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1866+STABILITY: SURFACE MOTION
 GA1866
 GA1866  HISTORY     - Date     Condition        Report By
 GA1866  HISTORY     - 1967     MONUMENTED       CGS
 GA1866
 GA1866                          STATION DESCRIPTION
 GA1866
 GA1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1866'3 MI SW FROM RUSSELLVILLE.
 GA1866'ABOUT 2.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1866'POST OFFICE AT RUSSELLVILLE, OR ABOUT 0.1 MILE SOUTHEAST ALONG
 GA1866'HENRY STREET FROM THE HENRY STREET STATION POST OFFICE AT
 GA1866'MORRISTOWN, THENCE 3.4 MILES NORTHEAST ALONG THE SOUTHERN
 GA1866'RAILWAY COMPANY RAILROAD, SOUTHEAST OF THE HIGHWAY, 19 1/2 FEET
 GA1866'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 42 1/2 FEET SOUTH
 GA1866'OF THE EAST CORNER OF WILEYS MARKET AND SHELL SERVICE STATION,
 GA1866'58 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 40 FEET
 GA1866'NORTHEAST OF POLE NUMBER 85-25, 2.0 FEET EAST OF A METAL WITNESS
 GA1866'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 GA1866'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1177 ***********************************************************************
 FB1177  DESIGNATION -  P 164
 FB1177  PID         -  FB1177
 FB1177  STATE/COUNTY-  TN/COCKE
 FB1177  USGS QUAD   -  NEWPORT (1992)
 FB1177
 FB1177                         *CURRENT SURVEY CONTROL
 FB1177  ___________________________________________________________________
 FB1177* NAD 83(1986)-  35 57 38.     (N)    083 10 25.     (W)     SCALED    
 FB1177* NAVD 88     -       330.150  (meters)    1083.17   (feet)  ADJUSTED  
 FB1177  ___________________________________________________________________
 FB1177  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1177  DYNAMIC HT  -         329.837 (meters)    1082.14  (feet)  COMP
 FB1177  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 FB1177
 FB1177  VERT ORDER  -  FIRST     CLASS I
 FB1177
 FB1177.The horizontal coordinates were scaled from a topographic map and have
 FB1177.an estimated accuracy of +/- 6 seconds.
 FB1177
 FB1177.The orthometric height was determined by differential leveling
 FB1177.and adjusted by the National Geodetic Survey in June 1991..
 FB1177
 FB1177.The geoid height was determined by GEOID03.
 FB1177
 FB1177.The dynamic height is computed by dividing the NAVD 88
 FB1177.geopotential number by the normal gravity value computed on the
 FB1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1177.degrees latitude (g = 980.6199 gals.).
 FB1177
 FB1177.The modeled gravity was interpolated from observed gravity values.
 FB1177
 FB1177;                    North         East    Units  Estimated Accuracy
 FB1177;SPC TN       -   184,220.      854,920.      MT  (+/- 180 meters Scaled)
 FB1177
 FB1177                          SUPERSEDED SURVEY CONTROL
 FB1177
 FB1177  NGVD 29 (??/??/92)  330.298  (m)         1083.65   (f) ADJ UNCH    1 1
 FB1177
 FB1177.Superseded values are not recommended for survey control.
 FB1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1177.See file dsdata.txt to determine how the superseded data were derived.
 FB1177
 FB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV039817(NAD 83)
 FB1177_MARKER: DB = BENCH MARK DISK
 FB1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1177_SP_SET: BRIDGE
 FB1177_STAMPING: P 164 1967
 FB1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1177
 FB1177  HISTORY     - Date     Condition        Report By
 FB1177  HISTORY     - 1967     MONUMENTED       CGS
 FB1177
 FB1177                          STATION DESCRIPTION
 FB1177
 FB1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1177'1 MI SE FROM NEWPORT.
 FB1177'ABOUT 1.0 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1177'RAILROAD FROM THE STATION AT NEWPORT, 0.4 MILE WEST OF MILEPOST
 FB1177'205, 3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, SET
 FB1177'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 FB1177'ABUTMENT OF A STEEL RAILROAD BRIDGE OVER PIGEON CREEK, 14.7
 FB1177'FEET SOUTHWEST OF BENCH MARK RV 105 (S.RY.), AND ABOUT 6 FEET
 FB1177'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1590 ***********************************************************************
 GC1590  DESIGNATION -  P 166
 GC1590  PID         -  GC1590
 GC1590  STATE/COUNTY-  TN/STEWART
 GC1590  USGS QUAD   -  STANDING ROCK (1986)
 GC1590
 GC1590                         *CURRENT SURVEY CONTROL
 GC1590  ___________________________________________________________________
 GC1590* NAD 83(1986)-  36 24 33.     (N)    087 57 45.     (W)     SCALED    
 GC1590* NAVD 88     -       208.218  (meters)     683.13   (feet)  ADJUSTED  
 GC1590  ___________________________________________________________________
 GC1590  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC1590  DYNAMIC HT  -         208.042 (meters)     682.55  (feet)  COMP
 GC1590  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC1590
 GC1590  VERT ORDER  -  FIRST     CLASS II
 GC1590
 GC1590.The horizontal coordinates were scaled from a topographic map and have
 GC1590.an estimated accuracy of +/- 6 seconds.
 GC1590
 GC1590.The orthometric height was determined by differential leveling
 GC1590.and adjusted by the National Geodetic Survey in June 1991..
 GC1590
 GC1590.The geoid height was determined by GEOID03.
 GC1590
 GC1590.The dynamic height is computed by dividing the NAVD 88
 GC1590.geopotential number by the normal gravity value computed on the
 GC1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1590.degrees latitude (g = 980.6199 gals.).
 GC1590
 GC1590.The modeled gravity was interpolated from observed gravity values.
 GC1590
 GC1590;                    North         East    Units  Estimated Accuracy
 GC1590;SPC TN       -   232,080.      423,980.      MT  (+/- 180 meters Scaled)
 GC1590
 GC1590                          SUPERSEDED SURVEY CONTROL
 GC1590
 GC1590  NGVD 29 (??/??/92)  208.253  (m)          683.24   (f) ADJ UNCH    1 2
 GC1590
 GC1590.Superseded values are not recommended for survey control.
 GC1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1590.See file dsdata.txt to determine how the superseded data were derived.
 GC1590
 GC1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF137297(NAD 83)
 GC1590_MARKER: DB = BENCH MARK DISK
 GC1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1590_STAMPING: P 166 1947
 GC1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1590+STABILITY: SURFACE MOTION
 GC1590
 GC1590  HISTORY     - Date     Condition        Report By
 GC1590  HISTORY     - 1947     MONUMENTED       CGS
 GC1590  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1590
 GC1590                          STATION DESCRIPTION
 GC1590
 GC1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1590'13.6 MI SW FROM DOVER.
 GC1590'IN STEWART COUNTY, ABOUT 9.7 MILES WEST ALONG U.S. HIGHWAY 79
 GC1590'FROM THE COURTHOUSE AT DOVER, STEWART COUNTY, THENCE ABOUT 3.9
 GC1590'MILES SOUTHEAST ALONG THE T.V.A. ROAD LEADING TO MC KINNON,
 GC1590'ABOUT 8.9 MILES NORTH OF MC KINNON, HOUSTON COUNTY, ABOUT 0.35
 GC1590'MILE SOUTHEAST OF THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST
 GC1590'TO MOBLEY CEMETERY, ABOUT MIDWAY BETWEEN A CURVE WITH TANGENTS
 GC1590'LEADING SOUTH AND NORTHWEST AND ANOTHER CURVE WITH TANGENTS
 GC1590'LEADING NORTHEAST AND SOUTHEAST, 26 FEET SOUTHWEST OF THE CENTER
 GC1590'LINE OF THE ROAD, 21 FEET NORTHEAST OF A 14-INCH BLAZED OAK TREE,
 GC1590'7.5 FEET NORTHWEST OF A 12-INCH BLAZED OAK TREE, 5 FEET SOUTHEAST
 GC1590'OF AN 8-INCH BLAZED TWIN OAK TREE, ABOUT 1-1/2 FEET HIGHER THAN
 GC1590'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 GC1590'INCHES.  NOTE-- LOCATION AS IN ORIGINAL DESCRIPTION FALLS UNDER
 GC1590'A POWER LINE AND ALL REFERENCE TREES HAVE BEEN CUT.
 GC1590
 GC1590                          STATION RECOVERY (1972)
 GC1590
 GC1590'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1618 ***********************************************************************
 GC1618  DESIGNATION -  P 167
 GC1618  PID         -  GC1618
 GC1618  STATE/COUNTY-  TN/HUMPHREYS
 GC1618  USGS QUAD   -  HALLS CREEK (1973)
 GC1618
 GC1618                         *CURRENT SURVEY CONTROL
 GC1618  ___________________________________________________________________
 GC1618* NAD 83(1986)-  36 11 59.     (N)    087 49 31.     (W)     SCALED    
 GC1618* NAVD 88     -       194.228  (meters)     637.23   (feet)  ADJUSTED  
 GC1618  ___________________________________________________________________
 GC1618  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1618  DYNAMIC HT  -         194.065 (meters)     636.69  (feet)  COMP
 GC1618  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC1618
 GC1618  VERT ORDER  -  FIRST     CLASS II
 GC1618
 GC1618.The horizontal coordinates were scaled from a topographic map and have
 GC1618.an estimated accuracy of +/- 6 seconds.
 GC1618
 GC1618.The orthometric height was determined by differential leveling
 GC1618.and adjusted by the National Geodetic Survey in June 1991..
 GC1618
 GC1618.The geoid height was determined by GEOID03.
 GC1618
 GC1618.The dynamic height is computed by dividing the NAVD 88
 GC1618.geopotential number by the normal gravity value computed on the
 GC1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1618.degrees latitude (g = 980.6199 gals.).
 GC1618
 GC1618.The modeled gravity was interpolated from observed gravity values.
 GC1618
 GC1618;                    North         East    Units  Estimated Accuracy
 GC1618;SPC TN       -   208,610.      435,860.      MT  (+/- 180 meters Scaled)
 GC1618
 GC1618                          SUPERSEDED SURVEY CONTROL
 GC1618
 GC1618  NGVD 29 (??/??/92)  194.262  (m)          637.34   (f) ADJ UNCH    1 2
 GC1618
 GC1618.Superseded values are not recommended for survey control.
 GC1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1618.See file dsdata.txt to determine how the superseded data were derived.
 GC1618
 GC1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF258064(NAD 83)
 GC1618_MARKER: DB = BENCH MARK DISK
 GC1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1618_STAMPING: P 167 1947
 GC1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1618+STABILITY: SURFACE MOTION
 GC1618
 GC1618  HISTORY     - Date     Condition        Report By
 GC1618  HISTORY     - 1947     MONUMENTED       CGS
 GC1618
 GC1618                          STATION DESCRIPTION
 GC1618
 GC1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1618'9.6 MI N FROM WAVERLY.
 GC1618'0.35 MILE WEST ALONG THE U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1618'WAVERLY, THENCE ABOUT 9.3 MILES NORTH ALONG THE GRAVEL ROAD
 GC1618'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 2.7 MILES
 GC1618'NORTH OF THE GENERAL STORE AT TRINITY, ABOUT 1.9 MILES SOUTH OF
 GC1618'THE CHURCH OF CHRIST OF LATTER-DAY SAINTS, ABOUT 0.7 MILE NORTH
 GC1618'OF THE FORD OVER HALLS CREEK, 20 FEET EAST OF THE CENTER LINE
 GC1618'OF THE ROAD, 40 FEET NORTH OF A 10-INCH BLAZED OAK TREE, 17.5
 GC1618'FEET SOUTH OF A 6-INCH BLAZED BLACK GUM TREE, 13 FEET WEST OF A
 GC1618'6-INCH BLAZED OAK TREE, ABOUT 1-1/2 FEET HIGHER THAN THE ROAD,
 GC1618'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0244 ***********************************************************************
 GD0244  DESIGNATION -  P 168
 GD0244  PID         -  GD0244
 GD0244  STATE/COUNTY-  TN/BENTON
 GD0244  USGS QUAD   -  CAMDEN (1984)
 GD0244
 GD0244                         *CURRENT SURVEY CONTROL
 GD0244  ___________________________________________________________________
 GD0244* NAD 83(1986)-  36 02 30.     (N)    088 03 45.     (W)     SCALED    
 GD0244* NAVD 88     -       115.288  (meters)     378.24   (feet)  ADJUSTED  
 GD0244  ___________________________________________________________________
 GD0244  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0244  DYNAMIC HT  -         115.191 (meters)     377.92  (feet)  COMP
 GD0244  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GD0244
 GD0244  VERT ORDER  -  FIRST     CLASS II
 GD0244
 GD0244.The horizontal coordinates were scaled from a topographic map and have
 GD0244.an estimated accuracy of +/- 6 seconds.
 GD0244
 GD0244.The orthometric height was determined by differential leveling
 GD0244.and adjusted by the National Geodetic Survey in June 1991..
 GD0244
 GD0244.The geoid height was determined by GEOID03.
 GD0244
 GD0244.The dynamic height is computed by dividing the NAVD 88
 GD0244.geopotential number by the normal gravity value computed on the
 GD0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0244.degrees latitude (g = 980.6199 gals.).
 GD0244
 GD0244.The modeled gravity was interpolated from observed gravity values.
 GD0244
 GD0244;                    North         East    Units  Estimated Accuracy
 GD0244;SPC TN       -   191,500.      414,160.      MT  (+/- 180 meters Scaled)
 GD0244
 GD0244                          SUPERSEDED SURVEY CONTROL
 GD0244
 GD0244  NGVD 29 (??/??/??)  115.319  (m)          378.34   (f) ADJUSTED    1 2
 GD0244
 GD0244.Superseded values are not recommended for survey control.
 GD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0244.See file dsdata.txt to determine how the superseded data were derived.
 GD0244
 GD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042890(NAD 83)
 GD0244_MARKER: DB = BENCH MARK DISK
 GD0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0244_STAMPING: P 168 1947
 GD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0244+STABILITY: SURFACE MOTION
 GD0244
 GD0244  HISTORY     - Date     Condition        Report By
 GD0244  HISTORY     - 1947     MONUMENTED       CGS
 GD0244  HISTORY     - 1969     GOOD             CGS
 GD0244  HISTORY     - 1971     GOOD             NGS
 GD0244
 GD0244                          STATION DESCRIPTION
 GD0244
 GD0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0244'2 MI E FROM CAMDEN.
 GD0244'THE MARK IS ABOUT 2.0 MILES EAST ALONG THE OLD NASHVILLE,
 GD0244'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN CAMDEN.
 GD0244'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS
 GD0244'ABOUT 0.15 OF A MILE WEST-NORTHWEST OF A GRADE CROSSING, 9
 GD0244'RAILS EAST-SOUTHEAST OF TELEGRAPH POLE NO. 84-20, 7 RAILS
 GD0244'WEST-NORTHWEST OF TELEGRAPH POLE NO. 85-15, 113 FEET EAST OF A
 GD0244'TELEGRAPH POLE, 45 FEET WEST-NORTHWEST OF THE NORTH END OF A
 GD0244'5-FOOT CONCRETE CULVERT, 39.0 FEET NORTH-NORTHEAST OF THE
 GD0244'NORTHEAST RAIL OF THE TRACKS, 15 FEET WEST-NORTHWEST OF TELEGRAPH
 GD0244'POLE NO. B 38, 5.5 FEET SOUTH-SOUTHWEST OF A FENCE, AND 0.7 OF
 GD0244'A FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GD0244'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD0244'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED P 168
 GD0244'1947.  NOTE-- POST AND SIGN AT MONUMENT.
 GD0244
 GD0244                          STATION RECOVERY (1971)
 GD0244
 GD0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0116 ***********************************************************************
 FE0116  DESIGNATION -  P 169
 FE0116  PID         -  FE0116
 FE0116  STATE/COUNTY-  TN/DECATUR
 FE0116  USGS QUAD   -  JEANNETTE (1986)
 FE0116
 FE0116                         *CURRENT SURVEY CONTROL
 FE0116  ___________________________________________________________________
 FE0116* NAD 83(1986)-  35 37 39.     (N)    088 02 02.     (W)     SCALED    
 FE0116* NAVD 88     -       118.696  (meters)     389.42   (feet)  ADJUSTED  
 FE0116  ___________________________________________________________________
 FE0116  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0116  DYNAMIC HT  -         118.591 (meters)     389.08  (feet)  COMP
 FE0116  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FE0116
 FE0116  VERT ORDER  -  FIRST     CLASS II
 FE0116
 FE0116.The horizontal coordinates were scaled from a topographic map and have
 FE0116.an estimated accuracy of +/- 6 seconds.
 FE0116
 FE0116.The orthometric height was determined by differential leveling
 FE0116.and adjusted by the National Geodetic Survey in June 1991..
 FE0116
 FE0116.The geoid height was determined by GEOID03.
 FE0116
 FE0116.The dynamic height is computed by dividing the NAVD 88
 FE0116.geopotential number by the normal gravity value computed on the
 FE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0116.degrees latitude (g = 980.6199 gals.).
 FE0116
 FE0116.The modeled gravity was interpolated from observed gravity values.
 FE0116
 FE0116;                    North         East    Units  Estimated Accuracy
 FE0116;SPC TN       -   145,500.      415,780.      MT  (+/- 180 meters Scaled)
 FE0116
 FE0116                          SUPERSEDED SURVEY CONTROL
 FE0116
 FE0116  NGVD 29 (??/??/??)  118.710  (m)          389.47   (f) ADJUSTED    1 2
 FE0116
 FE0116.Superseded values are not recommended for survey control.
 FE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0116.See file dsdata.txt to determine how the superseded data were derived.
 FE0116
 FE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE063431(NAD 83)
 FE0116_MARKER: DB = BENCH MARK DISK
 FE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0116_STAMPING: P 169 1947
 FE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0116+STABILITY: SURFACE MOTION
 FE0116
 FE0116  HISTORY     - Date     Condition        Report By
 FE0116  HISTORY     - 1947     MONUMENTED       CGS
 FE0116
 FE0116                          STATION DESCRIPTION
 FE0116
 FE0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0116'5.6 MI E FROM PARSONS.
 FE0116'5.55 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0116'OFFICE AT PARSONS, AT THE BRIDGE OVER THE TENNESSEE RIVER, ABOUT
 FE0116'350 FEET EAST OF THE WEST END OF THE BRIDGE, SET IN THE TOP
 FE0116'OF THE CONCRETE FOUNDATION OF THE SECOND PIER EAST OF THE WEST
 FE0116'END OF THE BRIDGE, 1 FOOT SOUTH OF THE SOUTH FACE OF THE NORTH
 FE0116'PIER, 1 FOOT NORTH OF THE NORTH FACE OF THE T. V.A. GAGE HOUSE,
 FE0116'AND 47 FEET BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1272 ***********************************************************************
 FD1272  DESIGNATION -  P 170
 FD1272  PID         -  FD1272
 FD1272  STATE/COUNTY-  TN/PERRY
 FD1272  USGS QUAD   -  DANIELS LANDING (1992)
 FD1272
 FD1272                         *CURRENT SURVEY CONTROL
 FD1272  ___________________________________________________________________
 FD1272* NAD 83(1986)-  35 47 24.     (N)    087 58 24.     (W)     SCALED    
 FD1272* NAVD 88     -       111.321  (meters)     365.23   (feet)  ADJUSTED  
 FD1272  ___________________________________________________________________
 FD1272  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1272  DYNAMIC HT  -         111.225 (meters)     364.91  (feet)  COMP
 FD1272  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 FD1272
 FD1272  VERT ORDER  -  FIRST     CLASS II
 FD1272
 FD1272.The horizontal coordinates were scaled from a topographic map and have
 FD1272.an estimated accuracy of +/- 6 seconds.
 FD1272
 FD1272.The orthometric height was determined by differential leveling
 FD1272.and adjusted by the National Geodetic Survey in June 1991..
 FD1272
 FD1272.The geoid height was determined by GEOID03.
 FD1272
 FD1272.The dynamic height is computed by dividing the NAVD 88
 FD1272.geopotential number by the normal gravity value computed on the
 FD1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1272.degrees latitude (g = 980.6199 gals.).
 FD1272
 FD1272.The modeled gravity was interpolated from observed gravity values.
 FD1272
 FD1272;                    North         East    Units  Estimated Accuracy
 FD1272;SPC TN       -   163,410.      421,630.      MT  (+/- 180 meters Scaled)
 FD1272
 FD1272                          SUPERSEDED SURVEY CONTROL
 FD1272
 FD1272  NGVD 29 (??/??/92)  111.342  (m)          365.29   (f) ADJ UNCH    1 2
 FD1272
 FD1272.Superseded values are not recommended for survey control.
 FD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1272.See file dsdata.txt to determine how the superseded data were derived.
 FD1272
 FD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120610(NAD 83)
 FD1272_MARKER: DD = SURVEY DISK
 FD1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1272_STAMPING: P 170 1947
 FD1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1272+STABILITY: SURFACE MOTION
 FD1272
 FD1272  HISTORY     - Date     Condition        Report By
 FD1272  HISTORY     - 1947     MONUMENTED       TVA
 FD1272  HISTORY     - 1947     GOOD             NGS
 FD1272  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1272
 FD1272                          STATION DESCRIPTION
 FD1272
 FD1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1272'IN BRITTS LANDING.
 FD1272'ABOUT 0.2 MILE DOWN STREAM FROM BRITTS LANDING, ALONG THE EAST
 FD1272'BANK OF THE TENNESSEE RIVER, AT A MUSSEL DIGGERSCAMP, ABOUT 235
 FD1272'YARDS SOUTH OF THE RIVER GAGING STATION, 74 FEET SOUTH OF A TACKLE
 FD1272'SHED AT THE MUSSEL CAMP, 33 FEET SOUTHEAST OF A BLAZED 24-INCH
 FD1272'OAK TREE, 21 FEET NORTHEAST OF AN 8-INCH OAK TREE, 31 FEET WEST
 FD1272'OF THE CENTER LINE OF A DIM ROAD THAT PARALLELS THE RIVER, 2 FEET
 FD1272'SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 FD1272'POST PROJECTING ABOUT 6 INCHES.
 FD1272
 FD1272                          STATION RECOVERY (1973)
 FD1272
 FD1272'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0430 ***********************************************************************
 FE0430  DESIGNATION -  P 171
 FE0430  PID         -  FE0430
 FE0430  STATE/COUNTY-  TN/HARDIN
 FE0430  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0430
 FE0430                         *CURRENT SURVEY CONTROL
 FE0430  ___________________________________________________________________
 FE0430* NAD 83(1986)-  35 13 28.     (N)    088 15 34.     (W)     SCALED    
 FE0430* NAVD 88     -       125.215  (meters)     410.81   (feet)  ADJUSTED  
 FE0430  ___________________________________________________________________
 FE0430  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0430  DYNAMIC HT  -         125.102 (meters)     410.44  (feet)  COMP
 FE0430  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0430
 FE0430  VERT ORDER  -  FIRST     CLASS II
 FE0430
 FE0430.The horizontal coordinates were scaled from a topographic map and have
 FE0430.an estimated accuracy of +/- 6 seconds.
 FE0430
 FE0430.The orthometric height was determined by differential leveling
 FE0430.and adjusted by the National Geodetic Survey in June 1991..
 FE0430
 FE0430.The geoid height was determined by GEOID03.
 FE0430
 FE0430.The dynamic height is computed by dividing the NAVD 88
 FE0430.geopotential number by the normal gravity value computed on the
 FE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0430.degrees latitude (g = 980.6199 gals.).
 FE0430
 FE0430.The modeled gravity was interpolated from observed gravity values.
 FE0430
 FE0430;                    North         East    Units  Estimated Accuracy
 FE0430;SPC TN       -   101,240.      394,320.      MT  (+/- 180 meters Scaled)
 FE0430
 FE0430                          SUPERSEDED SURVEY CONTROL
 FE0430
 FE0430  NGVD 29 (??/??/??)  125.227  (m)          410.85   (f) ADJUSTED    1 2
 FE0430
 FE0430.Superseded values are not recommended for survey control.
 FE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0430.See file dsdata.txt to determine how the superseded data were derived.
 FE0430
 FE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD853986(NAD 83)
 FE0430_MARKER: DB = BENCH MARK DISK
 FE0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0430_SP_SET: BRIDGE
 FE0430_STAMPING: P 171 1947
 FE0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0430
 FE0430  HISTORY     - Date     Condition        Report By
 FE0430  HISTORY     - 1947     MONUMENTED       CGS
 FE0430  HISTORY     - 1949     GOOD             CGS
 FE0430
 FE0430                          STATION DESCRIPTION
 FE0430
 FE0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0430'0.5 MI W FROM SAVANNAH.
 FE0430'0.5 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0430'SAVANNAH, SET VERTICALLY IN THE WEST FACE OF THE SOUTH COLUMN OF
 FE0430'THE FIRST PIER OFF SHORE FROM THE WEST END OF THE HIGHWAY BRIDGE
 FE0430'OVER TENNESSEE RIVER, ABOUT 37 FEET UNDER THE CURB OF THE BRIDGE,
 FE0430'3 FEET SOUTH OF THE NORTH FACE OF THE SOUTH COLUMN, 4 1/2 FEET
 FE0430'ABOVE THE LEVEL OF THE CAT WALK LEADING TO THE GAGING STATION.
 FE0430
 FE0430                          STATION RECOVERY (1949)
 FE0430
 FE0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1348 ***********************************************************************
 GC1348  DESIGNATION -  P 172
 GC1348  PID         -  GC1348
 GC1348  STATE/COUNTY-  TN/DICKSON
 GC1348  USGS QUAD   -  BURNS (1986)
 GC1348
 GC1348                         *CURRENT SURVEY CONTROL
 GC1348  ___________________________________________________________________
 GC1348* NAD 83(1986)-  36 03 26.     (N)    087 18 21.     (W)     SCALED    
 GC1348* NAVD 88     -       234.316  (meters)     768.75   (feet)  ADJUSTED  
 GC1348  ___________________________________________________________________
 GC1348  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1348  DYNAMIC HT  -         234.111 (meters)     768.08  (feet)  COMP
 GC1348  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 GC1348
 GC1348  VERT ORDER  -  FIRST     CLASS II
 GC1348
 GC1348.The horizontal coordinates were scaled from a topographic map and have
 GC1348.an estimated accuracy of +/- 6 seconds.
 GC1348
 GC1348.The orthometric height was determined by differential leveling
 GC1348.and adjusted by the National Geodetic Survey in June 1991..
 GC1348
 GC1348.The geoid height was determined by GEOID03.
 GC1348
 GC1348.The dynamic height is computed by dividing the NAVD 88
 GC1348.geopotential number by the normal gravity value computed on the
 GC1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1348.degrees latitude (g = 980.6199 gals.).
 GC1348
 GC1348.The modeled gravity was interpolated from observed gravity values.
 GC1348
 GC1348;                    North         East    Units  Estimated Accuracy
 GC1348;SPC TN       -   192,050.      482,360.      MT  (+/- 180 meters Scaled)
 GC1348
 GC1348                          SUPERSEDED SURVEY CONTROL
 GC1348
 GC1348  NGVD 29 (??/??/92)  234.315  (m)          768.75   (f) ADJ UNCH    1 2
 GC1348
 GC1348.Superseded values are not recommended for survey control.
 GC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1348.See file dsdata.txt to determine how the superseded data were derived.
 GC1348
 GC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE724903(NAD 83)
 GC1348_MARKER: DB = BENCH MARK DISK
 GC1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1348_SP_SET: CULVERT
 GC1348_STAMPING: P 172 1948
 GC1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1348
 GC1348  HISTORY     - Date     Condition        Report By
 GC1348  HISTORY     - 1948     MONUMENTED       CGS
 GC1348
 GC1348                          STATION DESCRIPTION
 GC1348
 GC1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1348'0.4 MI E FROM BURNS.
 GC1348'0.45 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1348'RAILWAY FROM THE STATION AT BURNS, ABOUT 19 1/3 POLES WEST OF
 GC1348'MILE POST 36, SET IN THE TOP OF THE WEST END OF THE SOUTH
 GC1348'CONCRETE HEAD WALL OF A 30-INCH CONCRETE PIPE CULVERT NO. 36/5,
 GC1348'17.5 FEET SOUTH OF THE SOUTH RAIL AND 7 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1762 ***********************************************************************
 FB1762  DESIGNATION -  P 173
 FB1762  PID         -  FB1762
 FB1762  STATE/COUNTY-  TN/BLOUNT
 FB1762  USGS QUAD   -  MARYVILLE (1979)
 FB1762
 FB1762                         *CURRENT SURVEY CONTROL
 FB1762  ___________________________________________________________________
 FB1762* NAD 83(1986)-  35 48 36.     (N)    083 59 11.     (W)     SCALED    
 FB1762* NAVD 88     -       289.962  (meters)     951.32   (feet)  ADJUSTED  
 FB1762  ___________________________________________________________________
 FB1762  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1762  DYNAMIC HT  -         289.691 (meters)     950.43  (feet)  COMP
 FB1762  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 FB1762
 FB1762  VERT ORDER  -  SECOND    CLASS 0
 FB1762
 FB1762.This mark is at Mc Ghee Tyson Airport (TYS)
 FB1762
 FB1762.The horizontal coordinates were scaled from a topographic map and have
 FB1762.an estimated accuracy of +/- 6 seconds.
 FB1762
 FB1762.The orthometric height was determined by differential leveling
 FB1762.and adjusted by the National Geodetic Survey in June 1991..
 FB1762
 FB1762.The geoid height was determined by GEOID03.
 FB1762
 FB1762.The dynamic height is computed by dividing the NAVD 88
 FB1762.geopotential number by the normal gravity value computed on the
 FB1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1762.degrees latitude (g = 980.6199 gals.).
 FB1762
 FB1762.The modeled gravity was interpolated from observed gravity values.
 FB1762
 FB1762;                    North         East    Units  Estimated Accuracy
 FB1762;SPC TN       -   165,710.      781,970.      MT  (+/- 180 meters Scaled)
 FB1762
 FB1762                          SUPERSEDED SURVEY CONTROL
 FB1762
 FB1762  NGVD 29 (??/??/92)  290.087  (m)          951.73   (f) ADJ UNCH    2 0
 FB1762
 FB1762.Superseded values are not recommended for survey control.
 FB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1762.See file dsdata.txt to determine how the superseded data were derived.
 FB1762
 FB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV301669(NAD 83)
 FB1762_MARKER: DB = BENCH MARK DISK
 FB1762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1762_SP_SET: STEP
 FB1762_STAMPING: P 173 1953
 FB1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1762
 FB1762  HISTORY     - Date     Condition        Report By
 FB1762  HISTORY     - 1953     MONUMENTED       CGS
 FB1762  HISTORY     - 1959     GOOD             NGS
 FB1762  HISTORY     - 1977     MARK NOT FOUND   NGS
 FB1762
 FB1762                          STATION DESCRIPTION
 FB1762
 FB1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1762'AT KNOXVILLE AIRPORT.
 FB1762'AT THE SOUTHEAST SIDE OF THE TERMINAL BUILDING, 152 FEET NORTHWEST
 FB1762'OF THE FLAGPOLE IN THE TRAFFIC CIRCLE, 27 FEET SOUTHWEST OF THE
 FB1762'CENTER OF THE MAIN ENTRANCE, 48 FEET NORTHWEST OF A FIRE HYDRANT,
 FB1762'AND IN THE TOP STEP OF CONCRETE STAIRS LEADING DOWN TO THE
 FB1762'BOILER ROOM.
 FB1762
 FB1762                          STATION RECOVERY (1977)
 FB1762
 FB1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FB1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0308 ***********************************************************************
 GD0308  DESIGNATION -  P 174
 GD0308  PID         -  GD0308
 GD0308  STATE/COUNTY-  TN/OBION
 GD0308  USGS QUAD   -  MC CONNELL (1983)
 GD0308
 GD0308                         *CURRENT SURVEY CONTROL
 GD0308  ___________________________________________________________________
 GD0308* NAD 83(1986)-  36 25 27.     (N)    088 50 58.     (W)     SCALED    
 GD0308* NAVD 88     -       107.021  (meters)     351.12   (feet)  ADJUSTED  
 GD0308  ___________________________________________________________________
 GD0308  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0308  DYNAMIC HT  -         106.936 (meters)     350.84  (feet)  COMP
 GD0308  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 GD0308
 GD0308  VERT ORDER  -  FIRST     CLASS II
 GD0308
 GD0308.The horizontal coordinates were scaled from a topographic map and have
 GD0308.an estimated accuracy of +/- 6 seconds.
 GD0308
 GD0308.The orthometric height was determined by differential leveling
 GD0308.and adjusted by the National Geodetic Survey in June 1991..
 GD0308
 GD0308.The geoid height was determined by GEOID03.
 GD0308
 GD0308.The dynamic height is computed by dividing the NAVD 88
 GD0308.geopotential number by the normal gravity value computed on the
 GD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0308.degrees latitude (g = 980.6199 gals.).
 GD0308
 GD0308.The modeled gravity was interpolated from observed gravity values.
 GD0308
 GD0308;                    North         East    Units  Estimated Accuracy
 GD0308;SPC TN       -   235,700.      344,500.      MT  (+/- 180 meters Scaled)
 GD0308
 GD0308                          SUPERSEDED SURVEY CONTROL
 GD0308
 GD0308  NGVD 29 (??/??/??)  107.015  (m)          351.10   (f) ADJUSTED    1 2
 GD0308
 GD0308.Superseded values are not recommended for survey control.
 GD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0308.See file dsdata.txt to determine how the superseded data were derived.
 GD0308
 GD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF342325(NAD 83)
 GD0308_MARKER: DB = BENCH MARK DISK
 GD0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0308_STAMPING: P 174 1948
 GD0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0308+STABILITY: SURFACE MOTION
 GD0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0308+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0308
 GD0308  HISTORY     - Date     Condition        Report By
 GD0308  HISTORY     - 1948     MONUMENTED       CGS
 GD0308  HISTORY     - 1967     GOOD             CGS
 GD0308  HISTORY     - 20020820 GOOD             USACE
 GD0308
 GD0308                          STATION DESCRIPTION
 GD0308
 GD0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0308'5.5 MI N FROM MARTIN.
 GD0308'ABOUT 5.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0308'THE UNION STATION AT MARTIN, ABOUT 0.15 MILE NORTH OF THE FLAG
 GD0308'STATION AT MC CONNELL, 175 YARDS NORTH OF THE PUBLIC ROAD CROSSING
 GD0308'AT MC CONNELL, 175 FEET SOUTHWEST OF MILE POST C 412, 45.3 FEET
 GD0308'WEST OF THE WEST RAIL, 33.8 FEET NORTHWEST OF A TELEPHONE POLE,
 GD0308'1 FOOT EAST OF THE R/W FENCE LINE, 207 FEET NROTH OF A FENCE
 GD0308'CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2.5
 GD0308'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0308'PROJECTING 4 INCHES.  NOTE-- THIS MARK IS NOW 0.7 OF A FOOT E
 GD0308'OF A METAL WITNESS POST AND SIGN.
 GD0308
 GD0308                          STATION RECOVERY (1967)
 GD0308
 GD0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0308'RECOVERED IN GOOD CONDITION.
 GD0308
 GD0308                          STATION RECOVERY (2002)
 GD0308
 GD0308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1217 ***********************************************************************
 FD1217  DESIGNATION -  P 175
 FD1217  PID         -  FD1217
 FD1217  STATE/COUNTY-  TN/PERRY
 FD1217  USGS QUAD   -  GRAVES SPRING (1968)
 FD1217
 FD1217                         *CURRENT SURVEY CONTROL
 FD1217  ___________________________________________________________________
 FD1217* NAD 83(1986)-  35 33 09.     (N)    087 40 48.     (W)     SCALED    
 FD1217* NAVD 88     -       287.228  (meters)     942.35   (feet)  ADJUSTED  
 FD1217  ___________________________________________________________________
 FD1217  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1217  DYNAMIC HT  -         286.962 (meters)     941.47  (feet)  COMP
 FD1217  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FD1217
 FD1217  VERT ORDER  -  FIRST     CLASS II
 FD1217
 FD1217.The horizontal coordinates were scaled from a topographic map and have
 FD1217.an estimated accuracy of +/- 6 seconds.
 FD1217
 FD1217.The orthometric height was determined by differential leveling
 FD1217.and adjusted by the National Geodetic Survey in June 1991..
 FD1217
 FD1217.The geoid height was determined by GEOID03.
 FD1217
 FD1217.The dynamic height is computed by dividing the NAVD 88
 FD1217.geopotential number by the normal gravity value computed on the
 FD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1217.degrees latitude (g = 980.6199 gals.).
 FD1217
 FD1217.The modeled gravity was interpolated from observed gravity values.
 FD1217
 FD1217;                    North         East    Units  Estimated Accuracy
 FD1217;SPC TN       -   136,570.      447,690.      MT  (+/- 180 meters Scaled)
 FD1217
 FD1217                          SUPERSEDED SURVEY CONTROL
 FD1217
 FD1217  NGVD 29 (??/??/92)  287.209  (m)          942.28   (f) ADJ UNCH    1 2
 FD1217
 FD1217.Superseded values are not recommended for survey control.
 FD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1217.See file dsdata.txt to determine how the superseded data were derived.
 FD1217
 FD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE383345(NAD 83)
 FD1217_MARKER: DB = BENCH MARK DISK
 FD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1217_STAMPING: P 175 1949
 FD1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1217+STABILITY: SURFACE MOTION
 FD1217
 FD1217  HISTORY     - Date     Condition        Report By
 FD1217  HISTORY     - 1949     MONUMENTED       CGS
 FD1217  HISTORY     - 1953     GOOD             NGS
 FD1217
 FD1217                          STATION DESCRIPTION
 FD1217
 FD1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1217'8 MI W FROM HOHENWALD.
 FD1217'ABOUT 7.95 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1217'NATIONAL BANK AT HOHENWALD, ABOUT 0.35 MILE WEST OF THE
 FD1217'PERRY-LEWIS COUNTY LINE, ABOUT 0.35 MILE EAST OF THE JUNCTION
 FD1217'OF A GRAVEL ROAD SOUTH, ABOUT 0.1 MILE WEST OF A CURVE IN THE
 FD1217'HIGHWAY WITH TANGENTS EXTENDING WEST AND SOUTHEAST AT THE TOP OF
 FD1217'A CUT, 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 FD1217'WEST OF A TRIANGULAR BLAZED 10-INCH RED OAK TREE, 2 FEET EAST OF
 FD1217'A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE HIGHWAY AND
 FD1217'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD1217
 FD1217                          STATION RECOVERY (1953)
 FD1217
 FD1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0752 ***********************************************************************
 FD0752  DESIGNATION -  P 176
 FD0752  PID         -  FD0752
 FD0752  STATE/COUNTY-  TN/LEWIS
 FD0752  USGS QUAD   -  GORDONSBURG (1979)
 FD0752
 FD0752                         *CURRENT SURVEY CONTROL
 FD0752  ___________________________________________________________________
 FD0752* NAD 83(1986)-  35 30 12.     (N)    087 23 14.     (W)     SCALED    
 FD0752* NAVD 88     -       299.084  (meters)     981.24   (feet)  ADJUSTED  
 FD0752  ___________________________________________________________________
 FD0752  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0752  DYNAMIC HT  -         298.810 (meters)     980.35  (feet)  COMP
 FD0752  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 FD0752
 FD0752  VERT ORDER  -  FIRST     CLASS II
 FD0752
 FD0752.The horizontal coordinates were scaled from a topographic map and have
 FD0752.an estimated accuracy of +/- 6 seconds.
 FD0752
 FD0752.The orthometric height was determined by differential leveling
 FD0752.and adjusted by the National Geodetic Survey in June 1991..
 FD0752
 FD0752.The geoid height was determined by GEOID03.
 FD0752
 FD0752.The dynamic height is computed by dividing the NAVD 88
 FD0752.geopotential number by the normal gravity value computed on the
 FD0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0752.degrees latitude (g = 980.6199 gals.).
 FD0752
 FD0752.The modeled gravity was interpolated from observed gravity values.
 FD0752
 FD0752;                    North         East    Units  Estimated Accuracy
 FD0752;SPC TN       -   130,700.      474,150.      MT  (+/- 180 meters Scaled)
 FD0752
 FD0752                          SUPERSEDED SURVEY CONTROL
 FD0752
 FD0752  NGVD 29 (??/??/92)  299.060  (m)          981.17   (f) ADJ UNCH    1 2
 FD0752
 FD0752.Superseded values are not recommended for survey control.
 FD0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0752.See file dsdata.txt to determine how the superseded data were derived.
 FD0752
 FD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE648289(NAD 83)
 FD0752_MARKER: DB = BENCH MARK DISK
 FD0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0752_STAMPING: P 176 1949
 FD0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0752+STABILITY: SURFACE MOTION
 FD0752
 FD0752  HISTORY     - Date     Condition        Report By
 FD0752  HISTORY     - 1949     MONUMENTED       CGS
 FD0752
 FD0752                          STATION DESCRIPTION
 FD0752
 FD0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0752'8.4 MI NW FROM SUMMERTOWN.
 FD0752'ABOUT 8.35 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0752'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION AT
 FD0752'SUMMERTOWN, ABOUT 0.65 MILE NORTHWEST OF THE JUNCTION OF A
 FD0752'GRAVEL ROAD EAST AND A STORE, AT THE JUNCTION OF A DIM ROAD
 FD0752'NORTH, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 45 FEET
 FD0752'EAST OF THE CENTER LINE OF THE DIM ROAD NORTH, 39 FEET NORTHEAST
 FD0752'OF THE EAST END OF A 14-INCH PIPE CULVERT UNDER ROAD NORTH,
 FD0752'13 1/2 FEET SOUTHWEST OF A TRIANGULAR BLAZED 14-INCH OAK TREE,
 FD0752'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD0752'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD0752'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0292 ***********************************************************************
 GD0292  DESIGNATION -  P 177
 GD0292  PID         -  GD0292
 GD0292  STATE/COUNTY-  TN/WEAKLEY
 GD0292  USGS QUAD   -  DRESDEN (1981)
 GD0292
 GD0292                         *CURRENT SURVEY CONTROL
 GD0292  ___________________________________________________________________
 GD0292* NAD 83(1986)-  36 17 33.     (N)    088 38 44.     (W)     SCALED    
 GD0292* NAVD 88     -       147.450  (meters)     483.76   (feet)  ADJUSTED  
 GD0292  ___________________________________________________________________
 GD0292  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD0292  DYNAMIC HT  -         147.329 (meters)     483.36  (feet)  COMP
 GD0292  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 GD0292
 GD0292  VERT ORDER  -  FIRST     CLASS II
 GD0292
 GD0292.The horizontal coordinates were scaled from a topographic map and have
 GD0292.an estimated accuracy of +/- 6 seconds.
 GD0292
 GD0292.The orthometric height was determined by differential leveling
 GD0292.and adjusted by the National Geodetic Survey in June 1991..
 GD0292
 GD0292.The geoid height was determined by GEOID03.
 GD0292
 GD0292.The dynamic height is computed by dividing the NAVD 88
 GD0292.geopotential number by the normal gravity value computed on the
 GD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0292.degrees latitude (g = 980.6199 gals.).
 GD0292
 GD0292.The modeled gravity was interpolated from observed gravity values.
 GD0292
 GD0292;                    North         East    Units  Estimated Accuracy
 GD0292;SPC TN       -   220,580.      362,390.      MT  (+/- 180 meters Scaled)
 GD0292
 GD0292                          SUPERSEDED SURVEY CONTROL
 GD0292
 GD0292  NGVD 29 (??/??/??)  147.476  (m)          483.84   (f) ADJUSTED    1 2
 GD0292
 GD0292.Superseded values are not recommended for survey control.
 GD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0292.See file dsdata.txt to determine how the superseded data were derived.
 GD0292
 GD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF522176(NAD 83)
 GD0292_MARKER: DB = BENCH MARK DISK
 GD0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0292_STAMPING: P 177 1949
 GD0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0292+STABILITY: SURFACE MOTION
 GD0292
 GD0292  HISTORY     - Date     Condition        Report By
 GD0292  HISTORY     - 1949     MONUMENTED       CGS
 GD0292  HISTORY     - 1967     GOOD             CGS
 GD0292  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0292
 GD0292                          STATION DESCRIPTION
 GD0292
 GD0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0292'3.6 MI E FROM DRESDEN.
 GD0292'ABOUT 3.55 MILES EAST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0292'HOUSE AT DRESDEN, ABOUT 0.3 MILE EAST OF A GRADE TOP JUNCTION
 GD0292'OF A ROAD LEADING SOUTH AND UPHILL TO A CHURCH AND SCHOOL, AT
 GD0292'THE WEST END OF A 15-FOOT CUT, 43 FEET SOUTH OF THE CENTER LINE
 GD0292'OF THE HIGHWAY, 103 FEET WEST OF A POWER POLE, 2 FEET EAST OF A
 GD0292'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 GD0292'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0292'NOTE-- THIS MARK IS NOW 0.8 OF A FOOT N OF A METAL WITNESS POST
 GD0292'AND SIGN.
 GD0292
 GD0292                          STATION RECOVERY (1967)
 GD0292
 GD0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0292'RECOVERED IN GOOD CONDITION.
 GD0292
 GD0292                          STATION RECOVERY (2002)
 GD0292
 GD0292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0292'LARGE PILE OF SCRAP FARM EQUIPMENT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1273 ***********************************************************************
 FD1273  DESIGNATION -  P 178
 FD1273  PID         -  FD1273
 FD1273  STATE/COUNTY-  TN/FRANKLIN
 FD1273  USGS QUAD   -  BELVIDERE (1982)
 FD1273
 FD1273                         *CURRENT SURVEY CONTROL
 FD1273  ___________________________________________________________________
 FD1273* NAD 83(1986)-  35 08 20.     (N)    086 10 29.     (W)     SCALED    
 FD1273* NAVD 88     -       300.774  (meters)     986.79   (feet)  ADJUSTED  
 FD1273  ___________________________________________________________________
 FD1273  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD1273  DYNAMIC HT  -         300.477 (meters)     985.82  (feet)  COMP
 FD1273  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 FD1273
 FD1273  VERT ORDER  -  FIRST     CLASS II
 FD1273
 FD1273.The horizontal coordinates were scaled from a topographic map and have
 FD1273.an estimated accuracy of +/- 6 seconds.
 FD1273
 FD1273.The orthometric height was determined by differential leveling
 FD1273.and adjusted by the National Geodetic Survey in June 1991..
 FD1273
 FD1273.The geoid height was determined by GEOID03.
 FD1273
 FD1273.The dynamic height is computed by dividing the NAVD 88
 FD1273.geopotential number by the normal gravity value computed on the
 FD1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1273.degrees latitude (g = 980.6199 gals.).
 FD1273
 FD1273.The modeled gravity was interpolated from observed gravity values.
 FD1273
 FD1273;                    North         East    Units  Estimated Accuracy
 FD1273;SPC TN       -    89,390.      584,080.      MT  (+/- 180 meters Scaled)
 FD1273
 FD1273                          SUPERSEDED SURVEY CONTROL
 FD1273
 FD1273  NGVD 29 (??/??/92)  300.741  (m)          986.68   (f) ADJ UNCH    1 2
 FD1273
 FD1273.Superseded values are not recommended for survey control.
 FD1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1273.See file dsdata.txt to determine how the superseded data were derived.
 FD1273
 FD1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED751887(NAD 83)
 FD1273_MARKER: DB = BENCH MARK DISK
 FD1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1273_STAMPING: P 178 1949
 FD1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1273+STABILITY: SURFACE MOTION
 FD1273
 FD1273  HISTORY     - Date     Condition        Report By
 FD1273  HISTORY     - 1949     MONUMENTED       CGS
 FD1273  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD1273
 FD1273                          STATION DESCRIPTION
 FD1273
 FD1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1273'1.4 MI NE FROM BELVIDERE.
 FD1273'1.45 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD1273'ST. LOUIS RAILWAY FROM THE STATION AT BELVIDERE, AT A ROAD CROSSING
 FD1273'AND THE JUNCTION OF A ROAD NORTHEAST PARALLELING THE TRACK,
 FD1273'58 FEET NORTH-NORTHWEST AND ACROSS ROAD NORTHEAST FROM THE CENTER
 FD1273'OF THE CROSSING, 51 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 FD1273'ROAD JUNCTION, 52 1/2 FEET NORTHWEST AND ACROSS THE ROAD
 FD1273'NORTHEAST FROM THE NORTHWEST RAIL, 17 FEET NORTHWEST OF THE
 FD1273'CENTER LINE OF THE ROAD NORTHEAST PARALLELING THE TRACK, 20
 FD1273'FEET EAST-SOUTHEAST OF A 24-INCH OAK TREE, 3 FEET NORTHWEST
 FD1273'OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FD1273'POST, 4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD1273'POST PROJECTING 3 INCHES.
 FD1273
 FD1273                          STATION RECOVERY (1972)
 FD1273
 FD1273'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0349 ***********************************************************************
 FD0349  DESIGNATION -  P 179
 FD0349  PID         -  FD0349
 FD0349  STATE/COUNTY-  TN/LINCOLN
 FD0349  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0349
 FD0349                         *CURRENT SURVEY CONTROL
 FD0349  ___________________________________________________________________
 FD0349* NAD 83(1986)-  35 09 49.     (N)    086 32 06.     (W)     SCALED    
 FD0349* NAVD 88     -       214.376  (meters)     703.33   (feet)  ADJUSTED  
 FD0349  ___________________________________________________________________
 FD0349  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FD0349  DYNAMIC HT  -         214.177 (meters)     702.68  (feet)  COMP
 FD0349  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FD0349
 FD0349  VERT ORDER  -  FIRST     CLASS II
 FD0349
 FD0349.The horizontal coordinates were scaled from a topographic map and have
 FD0349.an estimated accuracy of +/- 6 seconds.
 FD0349
 FD0349.The orthometric height was determined by differential leveling
 FD0349.and adjusted by the National Geodetic Survey in June 1991..
 FD0349
 FD0349.The geoid height was determined by GEOID03.
 FD0349
 FD0349.The dynamic height is computed by dividing the NAVD 88
 FD0349.geopotential number by the normal gravity value computed on the
 FD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0349.degrees latitude (g = 980.6199 gals.).
 FD0349
 FD0349.The modeled gravity was interpolated from observed gravity values.
 FD0349
 FD0349;                    North         East    Units  Estimated Accuracy
 FD0349;SPC TN       -    92,250.      551,260.      MT  (+/- 180 meters Scaled)
 FD0349
 FD0349                          SUPERSEDED SURVEY CONTROL
 FD0349
 FD0349  NGVD 29 (??/??/92)  214.357  (m)          703.27   (f) ADJ UNCH    1 2
 FD0349
 FD0349.Superseded values are not recommended for survey control.
 FD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0349.See file dsdata.txt to determine how the superseded data were derived.
 FD0349
 FD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED423912(NAD 83)
 FD0349_MARKER: DB = BENCH MARK DISK
 FD0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0349_SP_SET: BRIDGE
 FD0349_STAMPING: P 179 1949
 FD0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0349
 FD0349  HISTORY     - Date     Condition        Report By
 FD0349  HISTORY     - 1949     MONUMENTED       CGS
 FD0349
 FD0349                          STATION DESCRIPTION
 FD0349
 FD0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0349'1.7 MI SE FROM FAYETTEVILLE.
 FD0349'1.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0349'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE,
 FD0349'SET IN THE TOP OF THE NORTH CONCRETE WING WALL AT THE EAST END
 FD0349'OF A 6-FOOT CONCRETE BRIDGE UNDER RAILROAD, 7 FEET NORTH OF THE
 FD0349'NORTH RAIL AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0226 ***********************************************************************
 GD0226  DESIGNATION -  P 18
 GD0226  PID         -  GD0226
 GD0226  STATE/COUNTY-  TN/HENRY
 GD0226  USGS QUAD   -  MANSFIELD (1985)
 GD0226
 GD0226                         *CURRENT SURVEY CONTROL
 GD0226  ___________________________________________________________________
 GD0226* NAD 83(1986)-  36 13 16.     (N)    088 18 06.     (W)     SCALED    
 GD0226* NAVD 88     -       129.648  (meters)     425.35   (feet)  ADJUSTED  
 GD0226  ___________________________________________________________________
 GD0226  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0226  DYNAMIC HT  -         129.541 (meters)     425.00  (feet)  COMP
 GD0226  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GD0226
 GD0226  VERT ORDER  -  FIRST     CLASS II
 GD0226
 GD0226.The horizontal coordinates were scaled from a topographic map and have
 GD0226.an estimated accuracy of +/- 6 seconds.
 GD0226
 GD0226.The orthometric height was determined by differential leveling
 GD0226.and adjusted by the National Geodetic Survey in June 1991..
 GD0226
 GD0226.The geoid height was determined by GEOID03.
 GD0226
 GD0226.The dynamic height is computed by dividing the NAVD 88
 GD0226.geopotential number by the normal gravity value computed on the
 GD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0226.degrees latitude (g = 980.6199 gals.).
 GD0226
 GD0226.The modeled gravity was interpolated from observed gravity values.
 GD0226
 GD0226;                    North         East    Units  Estimated Accuracy
 GD0226;SPC TN       -   211,880.      393,080.      MT  (+/- 180 meters Scaled)
 GD0226
 GD0226                          SUPERSEDED SURVEY CONTROL
 GD0226
 GD0226  NGVD 29 (??/??/??)  129.685  (m)          425.47   (f) ADJUSTED    1 2
 GD0226
 GD0226.Superseded values are not recommended for survey control.
 GD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0226.See file dsdata.txt to determine how the superseded data were derived.
 GD0226
 GD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF830092(NAD 83)
 GD0226_MARKER: DB = BENCH MARK DISK
 GD0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0226_STAMPING: 425.691 P 18 1934
 GD0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0226+STABILITY: SURFACE MOTION
 GD0226
 GD0226  HISTORY     - Date     Condition        Report By
 GD0226  HISTORY     - 1934     MONUMENTED       CGS
 GD0226  HISTORY     - 1935     GOOD             CGS
 GD0226  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0226
 GD0226                          STATION DESCRIPTION
 GD0226
 GD0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0226'4.2 MI N FROM MANSFIELD.
 GD0226'4.2 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0226'RAILWAY FROM THE STATION AT MANSFIELD, HENRY COUNTY, 110 FEET
 GD0226'SOUTHWEST OF THE STATION AT VAN DYKE, 22-1/2 POLES SOUTH OF
 GD0226'MILEPOST 70, 90 FEET SOUTH OF THE TRACK, AND 14 FEET NORTH OF THE
 GD0226'NORTHWEST CORNER OF A BARN.  A STANDARD DISK, STAMPED 425.691
 GD0226'P 18 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MONUMENT
 GD0226'BELIEVED TO BE GOOD, BUT COULD NOT LOCATE, AREA FILLED 0.5 FT
 GD0226'PLUS OR MINUS.
 GD0226
 GD0226                          STATION RECOVERY (1971)
 GD0226
 GD0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0837 ***********************************************************************
 FD0837  DESIGNATION -  P 180
 FD0837  PID         -  FD0837
 FD0837  STATE/COUNTY-  TN/LEWIS
 FD0837  USGS QUAD   -  SUMMERTOWN (1976)
 FD0837
 FD0837                         *CURRENT SURVEY CONTROL
 FD0837  ___________________________________________________________________
 FD0837* NAD 83(1986)-  35 26 50.     (N)    087 18 08.     (W)     SCALED    
 FD0837* NAVD 88     -       303.798  (meters)     996.71   (feet)  ADJUSTED  
 FD0837  ___________________________________________________________________
 FD0837  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0837  DYNAMIC HT  -         303.518 (meters)     995.79  (feet)  COMP
 FD0837  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 FD0837
 FD0837  VERT ORDER  -  FIRST     CLASS II
 FD0837
 FD0837.The horizontal coordinates were scaled from a topographic map and have
 FD0837.an estimated accuracy of +/- 6 seconds.
 FD0837
 FD0837.The orthometric height was determined by differential leveling
 FD0837.and adjusted by the National Geodetic Survey in June 1991..
 FD0837
 FD0837.The geoid height was determined by GEOID03.
 FD0837
 FD0837.The dynamic height is computed by dividing the NAVD 88
 FD0837.geopotential number by the normal gravity value computed on the
 FD0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0837.degrees latitude (g = 980.6199 gals.).
 FD0837
 FD0837.The modeled gravity was interpolated from observed gravity values.
 FD0837
 FD0837;                    North         East    Units  Estimated Accuracy
 FD0837;SPC TN       -   124,370.      481,780.      MT  (+/- 180 meters Scaled)
 FD0837
 FD0837                          SUPERSEDED SURVEY CONTROL
 FD0837
 FD0837  NGVD 29 (??/??/92)  303.769  (m)          996.62   (f) ADJ UNCH    1 2
 FD0837
 FD0837.Superseded values are not recommended for survey control.
 FD0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0837.See file dsdata.txt to determine how the superseded data were derived.
 FD0837
 FD0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE725226(NAD 83)
 FD0837_MARKER: DB = BENCH MARK DISK
 FD0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0837_STAMPING: P 180 1949
 FD0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0837+STABILITY: SURFACE MOTION
 FD0837
 FD0837  HISTORY     - Date     Condition        Report By
 FD0837  HISTORY     - 1949     MONUMENTED       CGS
 FD0837  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0837  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0837
 FD0837                          STATION DESCRIPTION
 FD0837
 FD0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0837'1 MI NW FROM SUMMERTOWN.
 FD0837'ABOUT 1.0 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FD0837'RAILROAD FROM THE STATION AT SUMMERTOWN, ABOUT 0.3 MILE
 FD0837'NORTHWEST OF A ROAD CROSSING, 161 1/2 FEET NORTHWEST AND ACROSS
 FD0837'THE TRACK FROM A WHISTLE POST, 89 FEET SOUTHEAST OF THE SOUTHEAST
 FD0837'END OF A SMALL CUT THRU KNOLL, 39 1/2 FEET NORTH-NORTHEAST OF
 FD0837'THE NORTH-NORTHEAST RAIL, 41 FEET SOUTHEAST OF A POWER POLE,
 FD0837'40 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A ROAD PARALLELING
 FD0837'THE TRACK, 8 FEET SOUTH-SOUTHWEST OF THE R/W FENCE LINE, 1 1/2
 FD0837'FEET SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 FD0837'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0837'4 INCHES.
 FD0837
 FD0837                          STATION RECOVERY (1973)
 FD0837
 FD0837'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0837'MARK NOT FOUND.
 FD0837
 FD0837                          STATION RECOVERY (1983)
 FD0837
 FD0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0837'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1411 ***********************************************************************
 GC1411  DESIGNATION -  P 181
 GC1411  PID         -  GC1411
 GC1411  STATE/COUNTY-  TN/CHEATHAM
 GC1411  USGS QUAD   -  ASHLAND CITY (1987)
 GC1411
 GC1411                         *CURRENT SURVEY CONTROL
 GC1411  ___________________________________________________________________
 GC1411* NAD 83(1986)-  36 18 06.     (N)    087 06 51.     (W)     SCALED    
 GC1411* NAVD 88     -       124.038  (meters)     406.95   (feet)  ADJUSTED  
 GC1411  ___________________________________________________________________
 GC1411  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1411  DYNAMIC HT  -         123.935 (meters)     406.61  (feet)  COMP
 GC1411  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GC1411
 GC1411  VERT ORDER  -  FIRST     CLASS II
 GC1411
 GC1411.The horizontal coordinates were scaled from a topographic map and have
 GC1411.an estimated accuracy of +/- 6 seconds.
 GC1411
 GC1411.The orthometric height was determined by differential leveling
 GC1411.and adjusted by the National Geodetic Survey in June 1991..
 GC1411
 GC1411.The geoid height was determined by GEOID03.
 GC1411
 GC1411.The dynamic height is computed by dividing the NAVD 88
 GC1411.geopotential number by the normal gravity value computed on the
 GC1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1411.degrees latitude (g = 980.6199 gals.).
 GC1411
 GC1411.The modeled gravity was interpolated from observed gravity values.
 GC1411
 GC1411;                    North         East    Units  Estimated Accuracy
 GC1411;SPC TN       -   218,960.      499,930.      MT  (+/- 180 meters Scaled)
 GC1411
 GC1411                          SUPERSEDED SURVEY CONTROL
 GC1411
 GC1411  NGVD 29 (??/??/92)  124.091  (m)          407.12   (f) ADJ UNCH    1 2
 GC1411
 GC1411.Superseded values are not recommended for survey control.
 GC1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1411.See file dsdata.txt to determine how the superseded data were derived.
 GC1411
 GC1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF897174(NAD 83)
 GC1411_MARKER: DB = BENCH MARK DISK
 GC1411_SETTING: 66 = SET IN ROCK OUTCROP
 GC1411_SP_SET: ROCK LEDGE
 GC1411_STAMPING: P 181 1949
 GC1411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1411+STABILITY: POSITION/ELEVATION WELL
 GC1411
 GC1411  HISTORY     - Date     Condition        Report By
 GC1411  HISTORY     - 1949     MONUMENTED       CGS
 GC1411  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1411
 GC1411                          STATION DESCRIPTION
 GC1411
 GC1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1411'3 MI NW FROM ASHLAND CITY.
 GC1411'2.95 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1411'THE STATION AT ASHLAND CITY, 52.5 FEET EAST OF THE NORTHEAST
 GC1411'CORNER OF TRESTLE NO. H 33-22, 11 FEET NORTH OF THE NORTH RAIL,
 GC1411'SET IN THE TOP OF A FLAT ROCK LEDGE, 1 FOOT NORTH OF THE SOUTH
 GC1411'EDGE OF THE LEDGE, 4 FEET EAST OF THE WEST END OF THE LEDGE AND
 GC1411'ABOUT 1/2 FOOT BELOW THE TRACK.
 GC1411
 GC1411                          STATION RECOVERY (1984)
 GC1411
 GC1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1411'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1256 ***********************************************************************
 GC1256  DESIGNATION -  P 182
 GC1256  PID         -  GC1256
 GC1256  STATE/COUNTY-  TN/MONTGOMERY
 GC1256  USGS QUAD   -  CLARKSVILLE (1984)
 GC1256
 GC1256                         *CURRENT SURVEY CONTROL
 GC1256  ___________________________________________________________________
 GC1256* NAD 83(1986)-  36 31 07.     (N)    087 21 02.     (W)     SCALED    
 GC1256* NAVD 88     -       146.258  (meters)     479.85   (feet)  ADJUSTED  
 GC1256  ___________________________________________________________________
 GC1256  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1256  DYNAMIC HT  -         146.136 (meters)     479.45  (feet)  COMP
 GC1256  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GC1256
 GC1256  VERT ORDER  -  FIRST     CLASS II
 GC1256
 GC1256.The horizontal coordinates were scaled from a topographic map and have
 GC1256.an estimated accuracy of +/- 6 seconds.
 GC1256
 GC1256.The orthometric height was determined by differential leveling
 GC1256.and adjusted by the National Geodetic Survey in June 1991..
 GC1256
 GC1256.The geoid height was determined by GEOID03.
 GC1256
 GC1256.The dynamic height is computed by dividing the NAVD 88
 GC1256.geopotential number by the normal gravity value computed on the
 GC1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1256.degrees latitude (g = 980.6199 gals.).
 GC1256
 GC1256.The modeled gravity was interpolated from observed gravity values.
 GC1256
 GC1256;                    North         East    Units  Estimated Accuracy
 GC1256;SPC TN       -   243,300.      479,030.      MT  (+/- 180 meters Scaled)
 GC1256
 GC1256                          SUPERSEDED SURVEY CONTROL
 GC1256
 GC1256  NGVD 29 (??/??/92)  146.322  (m)          480.06   (f) ADJ UNCH    1 2
 GC1256
 GC1256.Superseded values are not recommended for survey control.
 GC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1256.See file dsdata.txt to determine how the superseded data were derived.
 GC1256
 GC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF686415(NAD 83)
 GC1256_MARKER: DB = BENCH MARK DISK
 GC1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1256_STAMPING: P 182 1949
 GC1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1256+STABILITY: SURFACE MOTION
 GC1256
 GC1256  HISTORY     - Date     Condition        Report By
 GC1256  HISTORY     - 1949     MONUMENTED       CGS
 GC1256  HISTORY     - 1957     MARK NOT FOUND   DOD
 GC1256  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1256
 GC1256                          STATION DESCRIPTION
 GC1256
 GC1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1256'AT CLARKSVILLE.
 GC1256'AT CLARKSVILLE, ABOUT 1.2 MILES SOUTHEAST ALONG THE TENNESSEE
 GC1256'CENTRAL RAILWAY FROM THE STATION, 240 YARDS NORTHEAST OF THE
 GC1256'NORTHEAST END OF TRESTLE NO. H 55-09 OVER STATE HIGHWAY 13,
 GC1256'235 YARDS NORTHEAST OF MILE POST H 55, 19.1 FEET SOUTHEAST
 GC1256'OF THE SOUTHEAST RAIL, 90 FEET EAST AND ACROSS THE TRACK FROM A
 GC1256'POWER AND TELEPHONE POLE, 23 FEET SOUTHEAST OF THE CENTER OF THE
 GC1256'CROSSING OF A STREET AND TRACK, 2 FEET SOUTH OF A WHITE WOODEN
 GC1256'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 GC1256'CONCRETE POST PROJECTING 3 INCHES.
 GC1256
 GC1256                          STATION RECOVERY (1957)
 GC1256
 GC1256'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 GC1256'MARK NOT FOUND.
 GC1256
 GC1256                          STATION RECOVERY (1984)
 GC1256
 GC1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1256'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1390 ***********************************************************************
 FC1390  DESIGNATION -  P 183
 FC1390  PID         -  FC1390
 FC1390  STATE/COUNTY-  TN/MARION
 FC1390  USGS QUAD   -  SEQUATCHIE (1982)
 FC1390
 FC1390                         *CURRENT SURVEY CONTROL
 FC1390  ___________________________________________________________________
 FC1390* NAD 83(1986)-  35 00 43.     (N)    085 34 14.     (W)     SCALED    
 FC1390* NAVD 88     -       193.464  (meters)     634.72   (feet)  ADJUSTED  
 FC1390  ___________________________________________________________________
 FC1390  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1390  DYNAMIC HT  -         193.275 (meters)     634.10  (feet)  COMP
 FC1390  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 FC1390
 FC1390  VERT ORDER  -  FIRST     CLASS II
 FC1390
 FC1390.The horizontal coordinates were scaled from a topographic map and have
 FC1390.an estimated accuracy of +/- 6 seconds.
 FC1390
 FC1390.The orthometric height was determined by differential leveling
 FC1390.and adjusted by the National Geodetic Survey in June 1991..
 FC1390
 FC1390.The geoid height was determined by GEOID03.
 FC1390
 FC1390.The dynamic height is computed by dividing the NAVD 88
 FC1390.geopotential number by the normal gravity value computed on the
 FC1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1390.degrees latitude (g = 980.6199 gals.).
 FC1390
 FC1390.The modeled gravity was interpolated from observed gravity values.
 FC1390
 FC1390;                    North         East    Units  Estimated Accuracy
 FC1390;SPC TN       -    75,380.      639,200.      MT  (+/- 180 meters Scaled)
 FC1390
 FC1390                          SUPERSEDED SURVEY CONTROL
 FC1390
 FC1390  NGVD 29 (??/??/92)  193.464  (m)          634.72   (f) ADJ UNCH    1 2
 FC1390
 FC1390.Superseded values are not recommended for survey control.
 FC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1390.See file dsdata.txt to determine how the superseded data were derived.
 FC1390
 FC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD304753(NAD 83)
 FC1390_MARKER: DB = BENCH MARK DISK
 FC1390_SETTING: 66 = SET IN ROCK OUTCROP
 FC1390_SP_SET: ROCK OUTCROP
 FC1390_STAMPING: P 183 1950
 FC1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1390+STABILITY: POSITION/ELEVATION WELL
 FC1390
 FC1390  HISTORY     - Date     Condition        Report By
 FC1390  HISTORY     - 1950     MONUMENTED       CGS
 FC1390  HISTORY     - 1963     GOOD             NGS
 FC1390  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1390
 FC1390                          STATION DESCRIPTION
 FC1390
 FC1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1390'1.5 MI W FROM LADDS.
 FC1390'ABOUT 9.8 MILES NORTHEASTERLY ALONG LOUISVILLE AND NASHVILLE
 FC1390'RAILROAD FROM THE STATION AT BRIDGEPORT, ALABAMA, ABOUT 1.5
 FC1390'MILES WESTERLY ALONG SAME FROM THE UNDERPASS OF NO. 156 TENNESSEE
 FC1390'HWY. IN LADDS, ABOUT 40 YARDS E OF VIRTUAL ENE END OF LONG
 FC1390'RIVER-BOTTOM RAILROAD TANGENT, AT WESTERLY END OF LONG WINDING
 FC1390'HILLSIDE CUT, ABOUT 100 YARDS S OF S BANK OF TENNESSEE RIVER,
 FC1390'33.0 FEET SSE OF SE RAIL OF MAIN LINE DOUBLE TRACKS, 0.2 FOOT
 FC1390'LOWER THAN TOP OF SAME, 24-1/2 FEET SE OF NO. 131/27 CREOSOTED
 FC1390'TELEPHONE POLE, SET IN TOP OF 4-FOOT TRIANGULAR EXPOSURE OF
 FC1390'OUTCROP ROCK.
 FC1390
 FC1390                          STATION RECOVERY (1983)
 FC1390
 FC1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1390'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1098 ***********************************************************************
 FC1098  DESIGNATION -  P 184
 FC1098  PID         -  FC1098
 FC1098  STATE/COUNTY-  TN/HAMILTON
 FC1098  USGS QUAD   -  DAISY (1976)
 FC1098
 FC1098                         *CURRENT SURVEY CONTROL
 FC1098  ___________________________________________________________________
 FC1098* NAD 83(1986)-  35 11 52.     (N)    085 13 51.     (W)     SCALED    
 FC1098* NAVD 88     -       208.996  (meters)     685.68   (feet)  ADJUSTED  
 FC1098  ___________________________________________________________________
 FC1098  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC1098  DYNAMIC HT  -         208.789 (meters)     685.00  (feet)  COMP
 FC1098  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 FC1098
 FC1098  VERT ORDER  -  FIRST     CLASS II
 FC1098
 FC1098.The horizontal coordinates were scaled from a topographic map and have
 FC1098.an estimated accuracy of +/- 6 seconds.
 FC1098
 FC1098.The orthometric height was determined by differential leveling
 FC1098.and adjusted by the National Geodetic Survey in June 1991..
 FC1098
 FC1098.The geoid height was determined by GEOID03.
 FC1098
 FC1098.The dynamic height is computed by dividing the NAVD 88
 FC1098.geopotential number by the normal gravity value computed on the
 FC1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1098.degrees latitude (g = 980.6199 gals.).
 FC1098
 FC1098.The modeled gravity was interpolated from observed gravity values.
 FC1098
 FC1098;                    North         East    Units  Estimated Accuracy
 FC1098;SPC TN       -    96,190.      670,050.      MT  (+/- 180 meters Scaled)
 FC1098
 FC1098                          SUPERSEDED SURVEY CONTROL
 FC1098
 FC1098  NGVD 29 (??/??/92)  209.041  (m)          685.83   (f) ADJ UNCH    1 2
 FC1098
 FC1098.Superseded values are not recommended for survey control.
 FC1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1098.See file dsdata.txt to determine how the superseded data were derived.
 FC1098
 FC1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD610964(NAD 83)
 FC1098_MARKER: DB = BENCH MARK DISK
 FC1098_SETTING: 66 = SET IN ROCK OUTCROP
 FC1098_SP_SET: ROCK OUTCROPPING
 FC1098_STAMPING: P 184 1950
 FC1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1098+STABILITY: POSITION/ELEVATION WELL
 FC1098
 FC1098  HISTORY     - Date     Condition        Report By
 FC1098  HISTORY     - 1950     MONUMENTED       CGS
 FC1098  HISTORY     - 1972     GOOD             TVA
 FC1098
 FC1098                          STATION DESCRIPTION
 FC1098
 FC1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1098'3.6 MI SW FROM DAISY.
 FC1098'ABOUT 3.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1098'STATION AT DAISY, ABOUT 4.1 MILES NORTH OF THE STATION AT HIXON,
 FC1098'AT CAVE SPRINGS SIDING, 408 FEET NORTHEAST OF THE CENTER OF THE
 FC1098'SOUTHEAST END OF A RAILWAY CULVERT OVER CAVE SPRING, 238 FEET
 FC1098'NORTHEAST OF THE SIGN AT CAVE SPRINGS, 114 FEET NORTHEAST OF A
 FC1098'SIGNAL BATTERY BOX, 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 FC1098'THE MAIN TRACK, ABOUT LEVEL WITH THE TRACK AND SET VERTICALLY
 FC1098'IN AN OUTCROPPING OF LIMESTONE.
 FC1098
 FC1098                          STATION RECOVERY (1972)
 FC1098
 FC1098'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0468 ***********************************************************************
 FD0468  DESIGNATION -  P 185
 FD0468  PID         -  FD0468
 FD0468  STATE/COUNTY-  TN/MAURY
 FD0468  USGS QUAD   -  GLENDALE (1981)
 FD0468
 FD0468                         *CURRENT SURVEY CONTROL
 FD0468  ___________________________________________________________________
 FD0468* NAD 83(1986)-  35 34 26.     (N)    086 59 35.     (W)     SCALED    
 FD0468* NAVD 88     -       184.299  (meters)     604.65   (feet)  ADJUSTED  
 FD0468  ___________________________________________________________________
 FD0468  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0468  DYNAMIC HT  -         184.136 (meters)     604.12  (feet)  COMP
 FD0468  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0468
 FD0468  VERT ORDER  -  FIRST     CLASS II
 FD0468
 FD0468.The horizontal coordinates were scaled from a topographic map and have
 FD0468.an estimated accuracy of +/- 6 seconds.
 FD0468
 FD0468.The orthometric height was determined by differential leveling
 FD0468.and adjusted by the National Geodetic Survey in June 1991..
 FD0468
 FD0468.The geoid height was determined by GEOID03.
 FD0468
 FD0468.The dynamic height is computed by dividing the NAVD 88
 FD0468.geopotential number by the normal gravity value computed on the
 FD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0468.degrees latitude (g = 980.6199 gals.).
 FD0468
 FD0468.The modeled gravity was interpolated from observed gravity values.
 FD0468
 FD0468;                    North         East    Units  Estimated Accuracy
 FD0468;SPC TN       -   138,100.      509,990.      MT  (+/- 180 meters Scaled)
 FD0468
 FD0468                          SUPERSEDED SURVEY CONTROL
 FD0468
 FD0468  NGVD 29 (??/??/92)  184.282  (m)          604.60   (f) ADJ UNCH    1 2
 FD0468
 FD0468.Superseded values are not recommended for survey control.
 FD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0468.See file dsdata.txt to determine how the superseded data were derived.
 FD0468
 FD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE006366(NAD 83)
 FD0468_MARKER: DB = BENCH MARK DISK
 FD0468_SETTING: 66 = SET IN ROCK OUTCROP
 FD0468_SP_SET: ROCK OUTCROP
 FD0468_STAMPING: P 185 1949
 FD0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0468+STABILITY: POSITION/ELEVATION WELL
 FD0468
 FD0468  HISTORY     - Date     Condition        Report By
 FD0468  HISTORY     - 1949     MONUMENTED       CGS
 FD0468
 FD0468                          STATION DESCRIPTION
 FD0468
 FD0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0468'4.2 MI SE FROM COLUMBIA.
 FD0468'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE COURT HOUSE
 FD0468'AT COLUMBIA, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A ROAD
 FD0468'FOLLOWING GRADE OF THE ABANDONED NASHVILLE, CHATTANOOGA AND
 FD0468'ST. LOUIS RAILWAY, ABOUT 0.5 MILE NORTHWEST OF A BRIDGE OVER
 FD0468'GOOSE CREEK, AT A HOUSE SOUTH OF ROAD OWNED BY RICHARD SMITH,
 FD0468'124 FEET NORTH-NORTHEAST OF THE ROCK CHIMNEY OF HOUSE, 87 1/2
 FD0468'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF ROAD AND
 FD0468'DRIVE TO HOUSE, 22 FEET EAST OF A 14-INCH BLACK WALNUT TREE,
 FD0468'12 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE DRIVE, ABOUT
 FD0468'1 1/2 FEET ABOVE THE ROAD AND SET IN AN OUTCROP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0506 ***********************************************************************
 FD0506  DESIGNATION -  P 186
 FD0506  PID         -  FD0506
 FD0506  STATE/COUNTY-  TN/RUTHERFORD
 FD0506  USGS QUAD   -  SMYRNA (1998)
 FD0506
 FD0506                         *CURRENT SURVEY CONTROL
 FD0506  ___________________________________________________________________
 FD0506* NAD 83(1986)-  35 58 58.     (N)    086 31 12.     (W)     SCALED    
 FD0506* NAVD 88     -       166.563  (meters)     546.47   (feet)  ADJUSTED  
 FD0506  ___________________________________________________________________
 FD0506  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD0506  DYNAMIC HT  -         166.421 (meters)     546.00  (feet)  COMP
 FD0506  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FD0506
 FD0506  VERT ORDER  -  FIRST     CLASS II
 FD0506
 FD0506.The horizontal coordinates were scaled from a topographic map and have
 FD0506.an estimated accuracy of +/- 6 seconds.
 FD0506
 FD0506.The orthometric height was determined by differential leveling
 FD0506.and adjusted by the National Geodetic Survey in June 1991..
 FD0506
 FD0506.The geoid height was determined by GEOID03.
 FD0506
 FD0506.The dynamic height is computed by dividing the NAVD 88
 FD0506.geopotential number by the normal gravity value computed on the
 FD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0506.degrees latitude (g = 980.6199 gals.).
 FD0506
 FD0506.The modeled gravity was interpolated from observed gravity values.
 FD0506
 FD0506;                    North         East    Units  Estimated Accuracy
 FD0506;SPC TN       -   183,130.      553,110.      MT  (+/- 180 meters Scaled)
 FD0506
 FD0506                          SUPERSEDED SURVEY CONTROL
 FD0506
 FD0506  NGVD 29 (??/??/92)  166.582  (m)          546.53   (f) ADJ UNCH    1 2
 FD0506
 FD0506.Superseded values are not recommended for survey control.
 FD0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0506.See file dsdata.txt to determine how the superseded data were derived.
 FD0506
 FD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE432821(NAD 83)
 FD0506_MARKER: DB = BENCH MARK DISK
 FD0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0506_SP_SET: BUILDING
 FD0506_STAMPING: P 186 1949
 FD0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0506
 FD0506  HISTORY     - Date     Condition        Report By
 FD0506  HISTORY     - 1949     MONUMENTED       CGS
 FD0506  HISTORY     - 1957     MARK NOT FOUND   NGS
 FD0506
 FD0506                          STATION DESCRIPTION
 FD0506
 FD0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FD0506'AT SMYRNA.
 FD0506'AT SMYRNA, SET VERTICALLY IN THE SOUTHWEST FACE AT THE WEST
 FD0506'CORNER OF THE FIRST NATIONAL BANK BUILDING, 0.9 FOOT SOUTHEAST
 FD0506'OF THE WEST CORNER AND ABOUT 2.0 FEET ABOVE THE SIDEWALK.  NOTE--
 FD0506'IT APPEARS THAT A NEW FACING HAS BEEN PUT ON THE BANK SINCE
 FD0506'THE MARKER WAS ESTABLISHED AND THIS MAY HAVE COVERED THE MARKER
 FD0506'UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0407 ***********************************************************************
 GC0407  DESIGNATION -  P 187
 GC0407  PID         -  GC0407
 GC0407  STATE/COUNTY-  TN/DAVIDSON
 GC0407  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0407
 GC0407                         *CURRENT SURVEY CONTROL
 GC0407  ___________________________________________________________________
 GC0407* NAD 83(1986)-  36 07 31.     (N)    086 41 14.     (W)     SCALED    
 GC0407* NAVD 88     -       175.791  (meters)     576.74   (feet)  ADJUSTED  
 GC0407  ___________________________________________________________________
 GC0407  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0407  DYNAMIC HT  -         175.641 (meters)     576.25  (feet)  COMP
 GC0407  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GC0407
 GC0407  VERT ORDER  -  FIRST     CLASS II
 GC0407
 GC0407.This mark is at Nashville Intl Airport (BNA)
 GC0407
 GC0407.The horizontal coordinates were scaled from a topographic map and have
 GC0407.an estimated accuracy of +/- 6 seconds.
 GC0407
 GC0407.The orthometric height was determined by differential leveling
 GC0407.and adjusted by the National Geodetic Survey in June 1991..
 GC0407
 GC0407.The geoid height was determined by GEOID03.
 GC0407
 GC0407.The dynamic height is computed by dividing the NAVD 88
 GC0407.geopotential number by the normal gravity value computed on the
 GC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0407.degrees latitude (g = 980.6199 gals.).
 GC0407
 GC0407.The modeled gravity was interpolated from observed gravity values.
 GC0407
 GC0407;                    North         East    Units  Estimated Accuracy
 GC0407;SPC TN       -   199,030.      538,140.      MT  (+/- 180 meters Scaled)
 GC0407
 GC0407                          SUPERSEDED SURVEY CONTROL
 GC0407
 GC0407  NGVD 29 (??/??/92)  175.814  (m)          576.82   (f) ADJ UNCH    1 2
 GC0407
 GC0407.Superseded values are not recommended for survey control.
 GC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0407.See file dsdata.txt to determine how the superseded data were derived.
 GC0407
 GC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE281978(NAD 83)
 GC0407_MARKER: DB = BENCH MARK DISK
 GC0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0407_SP_SET: BUILDING
 GC0407_STAMPING: P 187 1949
 GC0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0407
 GC0407  HISTORY     - Date     Condition        Report By
 GC0407  HISTORY     - 1949     MONUMENTED       CGS
 GC0407  HISTORY     - 1968     GOOD             NGS
 GC0407
 GC0407                          STATION DESCRIPTION
 GC0407
 GC0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0407'6 MI SE FROM NASHVILLE.
 GC0407'6 MILES SOUTHEAST OF NASHVILLE, AT BERRY FIELD, SET VERTICALLY
 GC0407'IN THE WEST FACE OF THE CONCRETE FOUNDATION OF THE BRICK
 GC0407'BUILDING OCCUPIED BY THE C.A.A. AND WEATHER BUREAY, AT THE
 GC0407'ENTRANCE TO A BASEMENT, 25 1/2 FEET NORTH OF THE SOUTH ENTRANCE
 GC0407'ON WEST SIDE OF BUILDING, AND ABOUT LEVEL WITH THE WALK.
 GC0407
 GC0407                          STATION RECOVERY (1968)
 GC0407
 GC0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0372 ***********************************************************************
 GC0372  DESIGNATION -  P 188
 GC0372  PID         -  GC0372
 GC0372  STATE/COUNTY-  TN/DAVIDSON
 GC0372  USGS QUAD   -  SCOTTSBORO (1983)
 GC0372
 GC0372                         *CURRENT SURVEY CONTROL
 GC0372  ___________________________________________________________________
 GC0372* NAD 83(1986)-  36 12 17.     (N)    086 56 36.     (W)     SCALED    
 GC0372* NAVD 88     -       126.698  (meters)     415.68   (feet)  ADJUSTED  
 GC0372  ___________________________________________________________________
 GC0372  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0372  DYNAMIC HT  -         126.589 (meters)     415.32  (feet)  COMP
 GC0372  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GC0372
 GC0372  VERT ORDER  -  FIRST     CLASS II
 GC0372
 GC0372.The horizontal coordinates were scaled from a topographic map and have
 GC0372.an estimated accuracy of +/- 6 seconds.
 GC0372
 GC0372.The orthometric height was determined by differential leveling
 GC0372.and adjusted by the National Geodetic Survey in June 1991..
 GC0372
 GC0372.The geoid height was determined by GEOID03.
 GC0372
 GC0372.The dynamic height is computed by dividing the NAVD 88
 GC0372.geopotential number by the normal gravity value computed on the
 GC0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0372.degrees latitude (g = 980.6199 gals.).
 GC0372
 GC0372.The modeled gravity was interpolated from observed gravity values.
 GC0372
 GC0372;                    North         East    Units  Estimated Accuracy
 GC0372;SPC TN       -   208,040.      515,170.      MT  (+/- 180 meters Scaled)
 GC0372
 GC0372                          SUPERSEDED SURVEY CONTROL
 GC0372
 GC0372  NGVD 29 (??/??/92)  126.731  (m)          415.78   (f) ADJ UNCH    1 2
 GC0372
 GC0372.Superseded values are not recommended for survey control.
 GC0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0372.See file dsdata.txt to determine how the superseded data were derived.
 GC0372
 GC0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF050066(NAD 83)
 GC0372_MARKER: DB = BENCH MARK DISK
 GC0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0372_STAMPING: P 188 1949
 GC0372_MARK LOGO: CGS   
 GC0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0372+STABILITY: SURFACE MOTION
 GC0372
 GC0372  HISTORY     - Date     Condition        Report By
 GC0372  HISTORY     - 1949     MONUMENTED       CGS
 GC0372  HISTORY     - 1977     GOOD             LOCENG
 GC0372  HISTORY     - 1984     GOOD             NGS
 GC0372
 GC0372                          STATION DESCRIPTION
 GC0372
 GC0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0372'9.1 MI NW FROM NASHVILLE.
 GC0372'9.1 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0372'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, ABOUT 1.0 MILE NORTHWEST
 GC0372'OF THE ROAD CROSSING AT SCOTTSBORO, ABOUT 9.3 MILES SOUTHEAST OF
 GC0372'THE STATION AT ASHLAND CITY, AT A FARM ROAD CROSSING, 126 FEET
 GC0372'NORTHEAST AND ACROSS THE TRACK FROM MILE POST H 20, 73 FEET
 GC0372'WEST-NORTHWEST AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 252,
 GC0372'57 FEET SOUTHWEST AND ACROSS THE FARM ROAD FROM A POWER LINE POLE,
 GC0372'50 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 12,
 GC0372'41 1/2 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 27 FEET
 GC0372'NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTER LINE OF THE FARM
 GC0372'ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 GC0372'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GC0372
 GC0372                          STATION RECOVERY (1977)
 GC0372
 GC0372'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 GC0372'ADD - 0.2 MI. EAST OF THE INTERSECTION OF TENN. HWY. NO. 12 AND PECAN
 GC0372'VALLEY RD.
 GC0372
 GC0372                          STATION RECOVERY (1984)
 GC0372
 GC0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0372'RECOVERED IN GOOD CONDITION.  NOTE, THE POWER POLE OR MILEPOST NUMBER
 GC0372'20 IS NO LONGER STANDING, THE CONCRETE POST IS STILL SECURE AND THE
 GC0372'DISK IS STILL IN PLACE BUT HAS BEEN SCRATCHED TO THE POINT THAT
 GC0372'READING THE DESIGNATION IS DIFFICULT.  NOTE, ADD 30.25 METERS
 GC0372'(18.8 FT) SOUTH OF A FIRE HYDRANT.
 GC0372'THE MARK IS 0.15 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2368 ***********************************************************************
 GA2368  DESIGNATION -  P 189
 GA2368  PID         -  GA2368
 GA2368  STATE/COUNTY-  TN/KNOX
 GA2368  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2368
 GA2368                         *CURRENT SURVEY CONTROL
 GA2368  ___________________________________________________________________
 GA2368* NAD 83(1986)-  36 01 44.     (N)    083 59 25.     (W)     SCALED    
 GA2368* NAVD 88     -       317.423  (meters)    1041.41   (feet)  ADJUSTED  
 GA2368  ___________________________________________________________________
 GA2368  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2368  DYNAMIC HT  -         317.125 (meters)    1040.43  (feet)  COMP
 GA2368  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GA2368
 GA2368  VERT ORDER  -  FIRST     CLASS I
 GA2368
 GA2368.The horizontal coordinates were scaled from a topographic map and have
 GA2368.an estimated accuracy of +/- 6 seconds.
 GA2368
 GA2368.The orthometric height was determined by differential leveling
 GA2368.and adjusted by the National Geodetic Survey in June 1991..
 GA2368
 GA2368.The geoid height was determined by GEOID03.
 GA2368
 GA2368.The dynamic height is computed by dividing the NAVD 88
 GA2368.geopotential number by the normal gravity value computed on the
 GA2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2368.degrees latitude (g = 980.6199 gals.).
 GA2368
 GA2368.The modeled gravity was interpolated from observed gravity values.
 GA2368
 GA2368;                    North         East    Units  Estimated Accuracy
 GA2368;SPC TN       -   189,980.      781,120.      MT  (+/- 180 meters Scaled)
 GA2368
 GA2368                          SUPERSEDED SURVEY CONTROL
 GA2368
 GA2368  NGVD 29 (??/??/92)  317.532  (m)         1041.77   (f) ADJ UNCH    1 1
 GA2368
 GA2368.Superseded values are not recommended for survey control.
 GA2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2368.See file dsdata.txt to determine how the superseded data were derived.
 GA2368
 GA2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV305912(NAD 83)
 GA2368_MARKER: DB = BENCH MARK DISK
 GA2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2368_STAMPING: P 189 1950
 GA2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2368+STABILITY: SURFACE MOTION
 GA2368
 GA2368  HISTORY     - Date     Condition        Report By
 GA2368  HISTORY     - 1950     MONUMENTED       CGS
 GA2368  HISTORY     - 1967     GOOD             NGS
 GA2368
 GA2368                          STATION DESCRIPTION
 GA2368
 GA2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2368'2.3 MI E FROM POWELL.
 GA2368'ABOUT 2.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2368'AT POWELL, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 6, 86 FEET
 GA2368'NORTH OF THE CENTER OF THE CROSSING OF DANTE SCHOOL ROAD AND
 GA2368'THE MAIN TRACK, 34.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GA2368'MAIN TRACK, 23 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 GA2368'ROAD, 17 FEET EAST OF A TELEPHONE POLE, 8 1/2 FEET SOUTH OF A
 GA2368'14-INCH LONE MAPLE TREE, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 GA2368'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 GA2368'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0063 ***********************************************************************
 FE0063  DESIGNATION -  P 19
 FE0063  PID         -  FE0063
 FE0063  STATE/COUNTY-  TN/HENDERSON
 FE0063  USGS QUAD   -  LEXINGTON (1992)
 FE0063
 FE0063                         *CURRENT SURVEY CONTROL
 FE0063  ___________________________________________________________________
 FE0063* NAD 83(1986)-  35 41 20.     (N)    088 22 51.     (W)     SCALED    
 FE0063* NAVD 88     -       179.736  (meters)     589.68   (feet)  ADJUSTED  
 FE0063  ___________________________________________________________________
 FE0063  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0063  DYNAMIC HT  -         179.577 (meters)     589.16  (feet)  COMP
 FE0063  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE0063
 FE0063  VERT ORDER  -  FIRST     CLASS II
 FE0063
 FE0063.The horizontal coordinates were scaled from a topographic map and have
 FE0063.an estimated accuracy of +/- 6 seconds.
 FE0063
 FE0063.The orthometric height was determined by differential leveling
 FE0063.and adjusted by the National Geodetic Survey in June 1991..
 FE0063
 FE0063.The geoid height was determined by GEOID03.
 FE0063
 FE0063.The dynamic height is computed by dividing the NAVD 88
 FE0063.geopotential number by the normal gravity value computed on the
 FE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0063.degrees latitude (g = 980.6199 gals.).
 FE0063
 FE0063.The modeled gravity was interpolated from observed gravity values.
 FE0063
 FE0063;                    North         East    Units  Estimated Accuracy
 FE0063;SPC TN       -   153,020.      384,530.      MT  (+/- 180 meters Scaled)
 FE0063
 FE0063                          SUPERSEDED SURVEY CONTROL
 FE0063
 FE0063  NGVD 29 (??/??/??)  179.752  (m)          589.74   (f) ADJUSTED    1 2
 FE0063
 FE0063.Superseded values are not recommended for survey control.
 FE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0063.See file dsdata.txt to determine how the superseded data were derived.
 FE0063
 FE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE750503(NAD 83)
 FE0063_MARKER: DB = BENCH MARK DISK
 FE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0063_STAMPING: 589.861 P 19 1934
 FE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0063+STABILITY: SURFACE MOTION
 FE0063
 FE0063  HISTORY     - Date     Condition        Report By
 FE0063  HISTORY     - 1934     MONUMENTED       CGS
 FE0063  HISTORY     - 1935     GOOD             CGS
 FE0063
 FE0063                          STATION DESCRIPTION
 FE0063
 FE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0063'3.7 MI N FROM LEXINGTON.
 FE0063'3.7 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0063'RAILWAY FROM THE STATION AT LEXINGTON, HENDERSON COUNTY, 19-1/2
 FE0063'POLES SOUTH OF MILEPOST 114, 200 FEET SOUTH OF THE JIM ROBERTS
 FE0063'FARMHOUSE IN 1934, 15 FEET NORTHWEST OF THE CENTERLINE OF A
 FE0063'PRIVATE ROAD, AND 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A
 FE0063'STANDARD DISK, STAMPED 589.861 P 19 1934 AND SET IN THE TOP OF A
 FE0063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0499 ***********************************************************************
 GB0499  DESIGNATION -  P 190
 GB0499  PID         -  GB0499
 GB0499  STATE/COUNTY-  TN/ANDERSON
 GB0499  USGS QUAD   -  CLINTON (1990)
 GB0499
 GB0499                         *CURRENT SURVEY CONTROL
 GB0499  ___________________________________________________________________
 GB0499* NAD 83(1986)-  36 04 57.     (N)    084 11 39.     (W)     SCALED    
 GB0499* NAVD 88     -       302.881  (meters)     993.70   (feet)  ADJUSTED  
 GB0499  ___________________________________________________________________
 GB0499  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GB0499  DYNAMIC HT  -         302.604 (meters)     992.79  (feet)  COMP
 GB0499  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GB0499
 GB0499  VERT ORDER  -  FIRST     CLASS I
 GB0499
 GB0499.The horizontal coordinates were scaled from a topographic map and have
 GB0499.an estimated accuracy of +/- 6 seconds.
 GB0499
 GB0499.The orthometric height was determined by differential leveling
 GB0499.and adjusted by the National Geodetic Survey in June 1991..
 GB0499
 GB0499.The geoid height was determined by GEOID03.
 GB0499
 GB0499.The dynamic height is computed by dividing the NAVD 88
 GB0499.geopotential number by the normal gravity value computed on the
 GB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0499.degrees latitude (g = 980.6199 gals.).
 GB0499
 GB0499.The modeled gravity was interpolated from observed gravity values.
 GB0499
 GB0499;                    North         East    Units  Estimated Accuracy
 GB0499;SPC TN       -   195,570.      762,640.      MT  (+/- 180 meters Scaled)
 GB0499
 GB0499                          SUPERSEDED SURVEY CONTROL
 GB0499
 GB0499  NGVD 29 (??/??/92)  303.010  (m)          994.13   (f) ADJ UNCH    1 1
 GB0499
 GB0499.Superseded values are not recommended for survey control.
 GB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0499.See file dsdata.txt to determine how the superseded data were derived.
 GB0499
 GB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE526967(NAD 83)
 GB0499_MARKER: DB = BENCH MARK DISK
 GB0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0499_STAMPING: P 190 1950
 GB0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0499+STABILITY: SURFACE MOTION
 GB0499
 GB0499  HISTORY     - Date     Condition        Report By
 GB0499  HISTORY     - 1950     MONUMENTED       CGS
 GB0499  HISTORY     - 1967     GOOD             NGS
 GB0499  HISTORY     - 1972     GOOD             TVA
 GB0499
 GB0499                          STATION DESCRIPTION
 GB0499
 GB0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0499'4.5 MI SW FROM CLINTON.
 GB0499'ABOUT 4.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0499'STATION AT CLINTON, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 25,
 GB0499'43 FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 38 1/2
 GB0499'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 26.5 FEET
 GB0499'NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE,
 GB0499'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 GB0499'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0499'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GB0499
 GB0499                          STATION RECOVERY (1972)
 GB0499
 GB0499'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0868 ***********************************************************************
 GB0868  DESIGNATION -  P 191
 GB0868  PID         -  GB0868
 GB0868  STATE/COUNTY-  TN/MORGAN
 GB0868  USGS QUAD   -  LANCING (1984)
 GB0868
 GB0868                         *CURRENT SURVEY CONTROL
 GB0868  ___________________________________________________________________
 GB0868* NAD 83(1986)-  36 06 13.     (N)    084 38 03.     (W)     SCALED    
 GB0868* NAVD 88     -       331.079  (meters)    1086.21   (feet)  ADJUSTED  
 GB0868  ___________________________________________________________________
 GB0868  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB0868  DYNAMIC HT  -         330.782 (meters)    1085.24  (feet)  COMP
 GB0868  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 GB0868
 GB0868  VERT ORDER  -  FIRST     CLASS I
 GB0868
 GB0868.The horizontal coordinates were scaled from a topographic map and have
 GB0868.an estimated accuracy of +/- 6 seconds.
 GB0868
 GB0868.The orthometric height was determined by differential leveling
 GB0868.and adjusted by the National Geodetic Survey in June 1991..
 GB0868
 GB0868.The geoid height was determined by GEOID03.
 GB0868
 GB0868.The dynamic height is computed by dividing the NAVD 88
 GB0868.geopotential number by the normal gravity value computed on the
 GB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0868.degrees latitude (g = 980.6199 gals.).
 GB0868
 GB0868.The modeled gravity was interpolated from observed gravity values.
 GB0868
 GB0868;                    North         East    Units  Estimated Accuracy
 GB0868;SPC TN       -   197,270.      722,980.      MT  (+/- 180 meters Scaled)
 GB0868
 GB0868                          SUPERSEDED SURVEY CONTROL
 GB0868
 GB0868  NGVD 29 (??/??/92)  331.195  (m)         1086.60   (f) ADJ UNCH    1 1
 GB0868
 GB0868.Superseded values are not recommended for survey control.
 GB0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0868.See file dsdata.txt to determine how the superseded data were derived.
 GB0868
 GB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE129980(NAD 83)
 GB0868_MARKER: DB = BENCH MARK DISK
 GB0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0868_SP_SET: CULVERT
 GB0868_STAMPING: P 191 1950
 GB0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0868
 GB0868  HISTORY     - Date     Condition        Report By
 GB0868  HISTORY     - 1950     MONUMENTED       CGS
 GB0868  HISTORY     - 1968     GOOD             NGS
 GB0868
 GB0868                          STATION DESCRIPTION
 GB0868
 GB0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0868'1.6 MI S FROM LANCING.
 GB0868'ABOUT 1.65 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0868'AT LANCING, AT THE NORTHWEST END OF A ROCK CUT FOR THE RAILROAD,
 GB0868'0.2 MILE NORTHWEST OF MILEPOST 243, SET IN THE TOP AND 12 INCHES
 GB0868'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 GB0868'OF A BOX CULVERT UNDER THE TRACK, 6 1/2 FEET SOUTHWEST OF THE
 GB0868'SOUTHWEST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0702 ***********************************************************************
 FC0702  DESIGNATION -  P 192
 FC0702  PID         -  FC0702
 FC0702  STATE/COUNTY-  TN/RHEA
 FC0702  USGS QUAD   -  EVENSVILLE (1990)
 FC0702
 FC0702                         *CURRENT SURVEY CONTROL
 FC0702  ___________________________________________________________________
 FC0702* NAD 83(1986)-  35 33 02.     (N)    084 58 04.     (W)     SCALED    
 FC0702* NAVD 88     -       226.694  (meters)     743.75   (feet)  ADJUSTED  
 FC0702  ___________________________________________________________________
 FC0702  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC0702  DYNAMIC HT  -         226.476 (meters)     743.03  (feet)  COMP
 FC0702  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 FC0702
 FC0702  VERT ORDER  -  FIRST     CLASS II
 FC0702
 FC0702.The horizontal coordinates were scaled from a topographic map and have
 FC0702.an estimated accuracy of +/- 6 seconds.
 FC0702
 FC0702.The orthometric height was determined by differential leveling
 FC0702.and adjusted by the National Geodetic Survey in June 1991..
 FC0702
 FC0702.The geoid height was determined by GEOID03.
 FC0702
 FC0702.The dynamic height is computed by dividing the NAVD 88
 FC0702.geopotential number by the normal gravity value computed on the
 FC0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0702.degrees latitude (g = 980.6199 gals.).
 FC0702
 FC0702.The modeled gravity was interpolated from observed gravity values.
 FC0702
 FC0702;                    North         East    Units  Estimated Accuracy
 FC0702;SPC TN       -   135,540.      693,590.      MT  (+/- 180 meters Scaled)
 FC0702
 FC0702                          SUPERSEDED SURVEY CONTROL
 FC0702
 FC0702  NGVD 29 (??/??/92)  226.768  (m)          743.99   (f) ADJ UNCH    1 2
 FC0702
 FC0702.Superseded values are not recommended for survey control.
 FC0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0702.See file dsdata.txt to determine how the superseded data were derived.
 FC0702
 FC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE842360(NAD 83)
 FC0702_MARKER: DB = BENCH MARK DISK
 FC0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0702_STAMPING: P 192 1950
 FC0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0702+STABILITY: SURFACE MOTION
 FC0702
 FC0702  HISTORY     - Date     Condition        Report By
 FC0702  HISTORY     - 1950     MONUMENTED       CGS
 FC0702
 FC0702                          STATION DESCRIPTION
 FC0702
 FC0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0702'1.4 MI SW FROM EVENSVILLE.
 FC0702'1.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0702'AT EVENSVILLE, 137 YARDS NORTHEAST OF MILE POST 295, 182 YARDS
 FC0702'SOUTHWEST OF A GRAVEL ROAD CROSSING, 15 YARDS NORTHEAST OF THE
 FC0702'SOUTHWEST END OF A CUT, 47 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FC0702'1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A.
 FC0702'STEEL WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE
 FC0702'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0782 ***********************************************************************
 FC0782  DESIGNATION -  P 193
 FC0782  PID         -  FC0782
 FC0782  STATE/COUNTY-  TN/MCMINN
 FC0782  USGS QUAD   -  NIOTA (1990)
 FC0782
 FC0782                         *CURRENT SURVEY CONTROL
 FC0782  ___________________________________________________________________
 FC0782* NAD 83(1986)-  35 37 09.     (N)    084 36 36.     (W)     SCALED    
 FC0782* NAVD 88     -       279.148  (meters)     915.84   (feet)  ADJUSTED  
 FC0782  ___________________________________________________________________
 FC0782  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0782  DYNAMIC HT  -         278.877 (meters)     914.95  (feet)  COMP
 FC0782  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC0782
 FC0782  VERT ORDER  -  FIRST     CLASS II
 FC0782
 FC0782.The horizontal coordinates were scaled from a topographic map and have
 FC0782.an estimated accuracy of +/- 6 seconds.
 FC0782
 FC0782.The orthometric height was determined by differential leveling
 FC0782.and adjusted by the National Geodetic Survey in June 1991..
 FC0782
 FC0782.The geoid height was determined by GEOID03.
 FC0782
 FC0782.The dynamic height is computed by dividing the NAVD 88
 FC0782.geopotential number by the normal gravity value computed on the
 FC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0782.degrees latitude (g = 980.6199 gals.).
 FC0782
 FC0782.The modeled gravity was interpolated from observed gravity values.
 FC0782
 FC0782;                    North         East    Units  Estimated Accuracy
 FC0782;SPC TN       -   143,560.      725,920.      MT  (+/- 180 meters Scaled)
 FC0782
 FC0782                          SUPERSEDED SURVEY CONTROL
 FC0782
 FC0782  NGVD 29 (??/??/92)  279.227  (m)          916.10   (f) ADJ UNCH    1 2
 FC0782
 FC0782.Superseded values are not recommended for survey control.
 FC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0782.See file dsdata.txt to determine how the superseded data were derived.
 FC0782
 FC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE164443(NAD 83)
 FC0782_MARKER: DB = BENCH MARK DISK
 FC0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0782_STAMPING: P 193 1950
 FC0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0782+STABILITY: SURFACE MOTION
 FC0782
 FC0782  HISTORY     - Date     Condition        Report By
 FC0782  HISTORY     - 1950     MONUMENTED       CGS
 FC0782
 FC0782                          STATION DESCRIPTION
 FC0782
 FC0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0782'9 MI W FROM SWEETWATER.
 FC0782'9.05 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 FC0782'U.S. HIGHWAY 11 AT SWEETWATER, AT BEULAH CHURCH AND CEMETERY, 104
 FC0782'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF
 FC0782'THE SOUTHEAST CORNER OF THE CEMETERY, 113 FEET SOUTHWEST OF
 FC0782'THE NORTHWEST CORNER OF THE CHURCH BUILDING, 80 FEET SOUTHEAST
 FC0782'OF THE SOUTHEAST CORNER OF THE LARGER ONE OF TWO INGRAM TOMBSTONES,
 FC0782'1 FOOT EAST OF THE CEMETERY FENCE, 2 FEET NORTHEAST OF A T.V.A.
 FC0782'STEEL WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE
 FC0782'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0648 ***********************************************************************
 FC0648  DESIGNATION -  P 194
 FC0648  PID         -  FC0648
 FC0648  STATE/COUNTY-  TN/ROANE
 FC0648  USGS QUAD   -  ROCKWOOD (1980)
 FC0648
 FC0648                         *CURRENT SURVEY CONTROL
 FC0648  ___________________________________________________________________
 FC0648* NAD 83(1986)-  35 52 11.     (N)    084 41 00.     (W)     SCALED    
 FC0648* NAVD 88     -       271.027  (meters)     889.19   (feet)  ADJUSTED  
 FC0648  ___________________________________________________________________
 FC0648  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0648  DYNAMIC HT  -         270.775 (meters)     888.37  (feet)  COMP
 FC0648  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FC0648
 FC0648  VERT ORDER  -  FIRST     CLASS II
 FC0648
 FC0648.The horizontal coordinates were scaled from a topographic map and have
 FC0648.an estimated accuracy of +/- 6 seconds.
 FC0648
 FC0648.The orthometric height was determined by differential leveling
 FC0648.and adjusted by the National Geodetic Survey in June 1991..
 FC0648
 FC0648.The geoid height was determined by GEOID03.
 FC0648
 FC0648.The dynamic height is computed by dividing the NAVD 88
 FC0648.geopotential number by the normal gravity value computed on the
 FC0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0648.degrees latitude (g = 980.6199 gals.).
 FC0648
 FC0648.The modeled gravity was interpolated from observed gravity values.
 FC0648
 FC0648;                    North         East    Units  Estimated Accuracy
 FC0648;SPC TN       -   171,260.      718,900.      MT  (+/- 180 meters Scaled)
 FC0648
 FC0648                          SUPERSEDED SURVEY CONTROL
 FC0648
 FC0648  NGVD 29 (??/??/92)  271.131  (m)          889.54   (f) ADJ UNCH    1 2
 FC0648
 FC0648.Superseded values are not recommended for survey control.
 FC0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0648.See file dsdata.txt to determine how the superseded data were derived.
 FC0648
 FC0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE091719(NAD 83)
 FC0648_MARKER: DB = BENCH MARK DISK
 FC0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0648_STAMPING: P 194 1950
 FC0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0648+STABILITY: SURFACE MOTION
 FC0648
 FC0648  HISTORY     - Date     Condition        Report By
 FC0648  HISTORY     - 1950     MONUMENTED       CGS
 FC0648  HISTORY     - 1972     GOOD             TVA
 FC0648
 FC0648                          STATION DESCRIPTION
 FC0648
 FC0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0648'AT ROCKWOOD.
 FC0648'AT ROCKWOOD, ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC0648'FROM THE STATION, 149 YARDS NORTHEAST OF THE CROSSING OF DUNCAN
 FC0648'STREET, ACROSS THE TRACK FROM THE SOUTHWEST PART OF A LONG
 FC0648'BRICK BUILDING HOUSING ROCKWOOD MILLS, 47 FEET NORTHWEST OF
 FC0648'THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE, 65 FEET
 FC0648'NORTH-NORTHWEST AND ACROSS THE TRACK FROM A WHISTLE POST, 167
 FC0648'FEET WEST-SOUTHWEST AND ACROSS THE TRACK FROM A CIRCULAR CONCRETE
 FC0648'BATTERY BOX, 2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST,
 FC0648'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0648'PROJECTING 4 INCHES.
 FC0648
 FC0648                          STATION RECOVERY (1972)
 FC0648
 FC0648'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0525 ***********************************************************************
 GB0525  DESIGNATION -  P 195
 GB0525  PID         -  GB0525
 GB0525  STATE/COUNTY-  TN/ROANE
 GB0525  USGS QUAD   -  PETROS (1979)
 GB0525
 GB0525                         *CURRENT SURVEY CONTROL
 GB0525  ___________________________________________________________________
 GB0525* NAD 83(1986)-  36 00 37.     (N)    084 23 05.     (W)     SCALED    
 GB0525* NAVD 88     -       258.418  (meters)     847.83   (feet)  ADJUSTED  
 GB0525  ___________________________________________________________________
 GB0525  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0525  DYNAMIC HT  -         258.183 (meters)     847.06  (feet)  COMP
 GB0525  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 GB0525
 GB0525  VERT ORDER  -  FIRST     CLASS I
 GB0525
 GB0525.The horizontal coordinates were scaled from a topographic map and have
 GB0525.an estimated accuracy of +/- 6 seconds.
 GB0525
 GB0525.The orthometric height was determined by differential leveling
 GB0525.and adjusted by the National Geodetic Survey in June 1991..
 GB0525
 GB0525.The geoid height was determined by GEOID03.
 GB0525
 GB0525.The dynamic height is computed by dividing the NAVD 88
 GB0525.geopotential number by the normal gravity value computed on the
 GB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0525.degrees latitude (g = 980.6199 gals.).
 GB0525
 GB0525.The modeled gravity was interpolated from observed gravity values.
 GB0525
 GB0525;                    North         East    Units  Estimated Accuracy
 GB0525;SPC TN       -   187,260.      745,610.      MT  (+/- 180 meters Scaled)
 GB0525
 GB0525                          SUPERSEDED SURVEY CONTROL
 GB0525
 GB0525  NGVD 29 (??/??/92)  258.541  (m)          848.23   (f) ADJ UNCH    1 1
 GB0525
 GB0525.Superseded values are not recommended for survey control.
 GB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0525.See file dsdata.txt to determine how the superseded data were derived.
 GB0525
 GB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE357882(NAD 83)
 GB0525_MARKER: DB = BENCH MARK DISK
 GB0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0525_STAMPING: P 195 1950
 GB0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0525+STABILITY: SURFACE MOTION
 GB0525
 GB0525  HISTORY     - Date     Condition        Report By
 GB0525  HISTORY     - 1950     MONUMENTED       CGS
 GB0525  HISTORY     - 1967     GOOD             NGS
 GB0525
 GB0525                          STATION DESCRIPTION
 GB0525
 GB0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0525'3.4 MI SW FROM OLIVER SPRINGS.
 GB0525'ABOUT 3.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0525'STATION AT OLIVER SPRINGS, ABOUT 0.2 MILE NORTHEAST OF A WOODEN
 GB0525'RAILWAY OVERPASS OVER A BLACK TOP ROAD, 166 FEET NORTHEAST OF AND
 GB0525'ACROSS THE TRACK FROM MILEPOST 39, 64 FEET NORTHEAST OF THE SOUTHEAST
 GB0525'END OF AN 18-INCH PIPE CULVERT UNDER THE TRACK, AT THE NORTHEAST
 GB0525'END OF A SHORT SIDE TRACK, 18.5 FEET SOUTHEAST OF THE SOUTHEAST
 GB0525'RAIL, 7 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 3 1/2
 GB0525'FEET WEST OF A TELEPHONE POLE, 1.2 FEET SOUTHWEST OF A METAL
 GB0525'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN
 GB0525'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GB0525'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0901 ***********************************************************************
 GB0901  DESIGNATION -  P 196
 GB0901  PID         -  GB0901
 GB0901  STATE/COUNTY-  TN/MORGAN
 GB0901  USGS QUAD   -  RUGBY (1984)
 GB0901
 GB0901                         *CURRENT SURVEY CONTROL
 GB0901  ___________________________________________________________________
 GB0901* NAD 83(1986)-  36 17 39.     (N)    084 38 25.     (W)     SCALED    
 GB0901* NAVD 88     -       411.891  (meters)    1351.35   (feet)  ADJUSTED  
 GB0901  ___________________________________________________________________
 GB0901  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0901  DYNAMIC HT  -         411.534 (meters)    1350.17  (feet)  COMP
 GB0901  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 GB0901
 GB0901  VERT ORDER  -  FIRST     CLASS I
 GB0901
 GB0901.The horizontal coordinates were scaled from a topographic map and have
 GB0901.an estimated accuracy of +/- 6 seconds.
 GB0901
 GB0901.The orthometric height was determined by differential leveling
 GB0901.and adjusted by the National Geodetic Survey in June 1991..
 GB0901
 GB0901.The geoid height was determined by GEOID03.
 GB0901
 GB0901.The dynamic height is computed by dividing the NAVD 88
 GB0901.geopotential number by the normal gravity value computed on the
 GB0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0901.degrees latitude (g = 980.6199 gals.).
 GB0901
 GB0901.The modeled gravity was interpolated from observed gravity values.
 GB0901
 GB0901;                    North         East    Units  Estimated Accuracy
 GB0901;SPC TN       -   218,400.      722,130.      MT  (+/- 180 meters Scaled)
 GB0901
 GB0901                          SUPERSEDED SURVEY CONTROL
 GB0901
 GB0901  NGVD 29 (??/??/92)  412.011  (m)         1351.74   (f) ADJ UNCH    1 1
 GB0901
 GB0901.Superseded values are not recommended for survey control.
 GB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0901.See file dsdata.txt to determine how the superseded data were derived.
 GB0901
 GB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF119191(NAD 83)
 GB0901_MARKER: DB = BENCH MARK DISK
 GB0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0901_STAMPING: P 196 1950
 GB0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0901+STABILITY: SURFACE MOTION
 GB0901
 GB0901  HISTORY     - Date     Condition        Report By
 GB0901  HISTORY     - 1950     MONUMENTED       CGS
 GB0901  HISTORY     - 1968     GOOD             NGS
 GB0901
 GB0901                          STATION DESCRIPTION
 GB0901
 GB0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0901'4.8 MI NE FROM SUNBRIGHT.
 GB0901'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0901'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0901'SOUTHERN RAILWAY, THENCE 4.5 MILES NORTHEAST ALONG THE MAIN
 GB0901'TRACK, OR ABOUT 5.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM
 GB0901'THE STATION AT ROBBINS, NEAR THE SOUTHWEST END OF A CUT FOR THE
 GB0901'RAILROAD, 46 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GB0901'NORTHWEST TRACK, 22 1/2 FEET NORTHEAST OF THE CENTERLINE OF A
 GB0901'TRAIL ROAD, 12 FEET NORTHEAST OF A 10-INCH CHERRY TREE WHICH
 GB0901'BEARS A TRIANGULAR BLAZE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 GB0901'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 GB0901'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0944 ***********************************************************************
 GB0944  DESIGNATION -  P 197
 GB0944  PID         -  GB0944
 GB0944  STATE/COUNTY-  TN/SCOTT
 GB0944  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0944
 GB0944                         *CURRENT SURVEY CONTROL
 GB0944  ___________________________________________________________________
 GB0944* NAD 83(1986)-  36 28 47.     (N)    084 32 13.     (W)     SCALED    
 GB0944* NAVD 88     -       451.752  (meters)    1482.12   (feet)  ADJUSTED  
 GB0944  ___________________________________________________________________
 GB0944  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0944  DYNAMIC HT  -         451.370 (meters)    1480.87  (feet)  COMP
 GB0944  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GB0944
 GB0944  VERT ORDER  -  FIRST     CLASS I
 GB0944
 GB0944.The horizontal coordinates were scaled from a topographic map and have
 GB0944.an estimated accuracy of +/- 6 seconds.
 GB0944
 GB0944.The orthometric height was determined by differential leveling
 GB0944.and adjusted by the National Geodetic Survey in June 1991..
 GB0944
 GB0944.The geoid height was determined by GEOID03.
 GB0944
 GB0944.The dynamic height is computed by dividing the NAVD 88
 GB0944.geopotential number by the normal gravity value computed on the
 GB0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0944.degrees latitude (g = 980.6199 gals.).
 GB0944
 GB0944.The modeled gravity was interpolated from observed gravity values.
 GB0944
 GB0944;                    North         East    Units  Estimated Accuracy
 GB0944;SPC TN       -   239,130.      731,110.      MT  (+/- 180 meters Scaled)
 GB0944
 GB0944                          SUPERSEDED SURVEY CONTROL
 GB0944
 GB0944  NGVD 29 (??/??/92)  451.877  (m)         1482.53   (f) ADJ UNCH    1 1
 GB0944
 GB0944.Superseded values are not recommended for survey control.
 GB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0944.See file dsdata.txt to determine how the superseded data were derived.
 GB0944
 GB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF206399(NAD 83)
 GB0944_MARKER: DB = BENCH MARK DISK
 GB0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0944_SP_SET: ABUTMENT
 GB0944_STAMPING: P 197 1950
 GB0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0944
 GB0944  HISTORY     - Date     Condition        Report By
 GB0944  HISTORY     - 1950     MONUMENTED       CGS
 GB0944  HISTORY     - 1968     GOOD             NGS
 GB0944
 GB0944                          STATION DESCRIPTION
 GB0944
 GB0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0944'1.8 MI SW FROM ONEIDA.
 GB0944'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0944'STATION AT ONEIDA, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GB0944'SOUTHWEST CONCRETE ABUTMENT OF A STEEL RAILROAD BRIDGE OVER
 GB0944'U.S. HIGHWAY 27, 6 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GB0944'OF THE SOUTHEAST TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 GB0944'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1150 ***********************************************************************
 GC1150  DESIGNATION -  P 198
 GC1150  PID         -  GC1150
 GC1150  STATE/COUNTY-  TN/MONTGOMERY
 GC1150  USGS QUAD   -  GUTHRIE (1983)
 GC1150
 GC1150                         *CURRENT SURVEY CONTROL
 GC1150  ___________________________________________________________________
 GC1150* NAD 83(1986)-  36 37 59.     (N)    087 11 21.     (W)     SCALED    
 GC1150* NAVD 88     -       167.411  (meters)     549.25   (feet)  ADJUSTED  
 GC1150  ___________________________________________________________________
 GC1150  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1150  DYNAMIC HT  -         167.277 (meters)     548.81  (feet)  COMP
 GC1150  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GC1150
 GC1150  VERT ORDER  -  FIRST     CLASS II
 GC1150
 GC1150.The horizontal coordinates were scaled from a topographic map and have
 GC1150.an estimated accuracy of +/- 6 seconds.
 GC1150
 GC1150.The orthometric height was determined by differential leveling
 GC1150.and adjusted by the National Geodetic Survey in June 1991..
 GC1150
 GC1150.The geoid height was determined by GEOID03.
 GC1150
 GC1150.The dynamic height is computed by dividing the NAVD 88
 GC1150.geopotential number by the normal gravity value computed on the
 GC1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1150.degrees latitude (g = 980.6199 gals.).
 GC1150
 GC1150.The modeled gravity was interpolated from observed gravity values.
 GC1150
 GC1150;                    North         East    Units  Estimated Accuracy
 GC1150;SPC TN       -   255,810.      493,640.      MT  (+/- 180 meters Scaled)
 GC1150
 GC1150                          SUPERSEDED SURVEY CONTROL
 GC1150
 GC1150  NGVD 29 (??/??/92)  167.489  (m)          549.50   (f) ADJ UNCH    1 2
 GC1150
 GC1150.Superseded values are not recommended for survey control.
 GC1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1150.See file dsdata.txt to determine how the superseded data were derived.
 GC1150
 GC1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF830541(NAD 83)
 GC1150_MARKER: DB = BENCH MARK DISK
 GC1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1150_STAMPING: P 198 1954
 GC1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1150+STABILITY: SURFACE MOTION
 GC1150
 GC1150  HISTORY     - Date     Condition        Report By
 GC1150  HISTORY     - 1954     MONUMENTED       CGS
 GC1150  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1150
 GC1150                          STATION DESCRIPTION
 GC1150
 GC1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1150'7.5 MI NE FROM ST BETHLEHEM.
 GC1150'7.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1150'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1150'0.3 MILE NORTHEAST OF MILE POST 166, AT A NORTHWEST SOUTHEAST
 GC1150'GRAVEL ROAD CROSSING, 77 FEET NORTHWEST OF NORTHWEST RAIL, 18 FEET
 GC1150'SOUTHWEST OF CENTER LINE OF GRAVEL ROAD, 9 FEET EAST OF POWER POLE
 GC1150'NO. 40053, 59 1/2 FEET NORTHWEST OF A CROSSING SIGN, 103 FEET
 GC1150'SOUTHWEST AND ACROSS ROAD FROM THE SOUTH CORNER OF A 2-STORY
 GC1150'FARM HOUSE, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST
 GC1150'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET
 GC1150'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1150
 GC1150                          STATION RECOVERY (1984)
 GC1150
 GC1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1150'SEARCHED FOR BUT NOT RECOVERED.  THE ROAD HAS BEEN WIDENED AND BLACK
 GC1150'TOPPED, ALL MEASUREMENTS WOULD PUT THE MARK IN A DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0127 ***********************************************************************
 FE0127  DESIGNATION -  P 20
 FE0127  PID         -  FE0127
 FE0127  STATE/COUNTY-  TN/HENDERSON
 FE0127  USGS QUAD   -  REAGAN (1988)
 FE0127
 FE0127                         *CURRENT SURVEY CONTROL
 FE0127  ___________________________________________________________________
 FE0127* NAD 83(1986)-  35 37 14.     (N)    088 17 59.     (W)     SCALED    
 FE0127* NAVD 88     -       117.790  (meters)     386.45   (feet)  ADJUSTED  
 FE0127  ___________________________________________________________________
 FE0127  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0127  DYNAMIC HT  -         117.686 (meters)     386.11  (feet)  COMP
 FE0127  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FE0127
 FE0127  VERT ORDER  -  SECOND    CLASS 0
 FE0127
 FE0127.The horizontal coordinates were scaled from a topographic map and have
 FE0127.an estimated accuracy of +/- 6 seconds.
 FE0127
 FE0127.The orthometric height was determined by differential leveling
 FE0127.and adjusted by the National Geodetic Survey in June 1991..
 FE0127
 FE0127.The geoid height was determined by GEOID03.
 FE0127
 FE0127.The dynamic height is computed by dividing the NAVD 88
 FE0127.geopotential number by the normal gravity value computed on the
 FE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0127.degrees latitude (g = 980.6199 gals.).
 FE0127
 FE0127.The modeled gravity was interpolated from observed gravity values.
 FE0127
 FE0127;                    North         East    Units  Estimated Accuracy
 FE0127;SPC TN       -   145,260.      391,690.      MT  (+/- 180 meters Scaled)
 FE0127
 FE0127                          SUPERSEDED SURVEY CONTROL
 FE0127
 FE0127  NGVD 29 (??/??/??)  117.809  (m)          386.51   (f) ADJUSTED    2 0
 FE0127
 FE0127.Superseded values are not recommended for survey control.
 FE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0127.See file dsdata.txt to determine how the superseded data were derived.
 FE0127
 FE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE822426(NAD 83)
 FE0127_MARKER: DB = BENCH MARK DISK
 FE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0127_STAMPING: 386.607 P 20 1934
 FE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0127+STABILITY: SURFACE MOTION
 FE0127
 FE0127  HISTORY     - Date     Condition        Report By
 FE0127  HISTORY     - 1934     MONUMENTED       CGS
 FE0127  HISTORY     - 1935     GOOD             CGS
 FE0127
 FE0127                          STATION DESCRIPTION
 FE0127
 FE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0127'1.2 MI E FROM BLUFF.
 FE0127'1.25 MILES EAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA AND ST.
 FE0127'LOUIS RAILWAY FROM THE STATION AT BLUFF, HENDERSON COUNTY, AT
 FE0127'EMERGENCY LANDING FIELD 54, 60 FEET EAST OF THE SUPPLY HOUSE, 15
 FE0127'FEET SOUTHWEST OF THE CENTER OF A PRIVATE-ROAD CROSSING, AND 25
 FE0127'FEET NORTHWEST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 FE0127'386.607 P 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0666 ***********************************************************************
 GB0666  DESIGNATION -  P 201
 GB0666  PID         -  GB0666
 GB0666  STATE/COUNTY-  TN/CAMPBELL
 GB0666  USGS QUAD   -  PIONEER (1979)
 GB0666
 GB0666                         *CURRENT SURVEY CONTROL
 GB0666  ___________________________________________________________________
 GB0666* NAD 83(1986)-  36 25 46.     (N)    084 18 48.     (W)     SCALED    
 GB0666* NAVD 88     -       458.704  (meters)    1504.93   (feet)  ADJUSTED  
 GB0666  ___________________________________________________________________
 GB0666  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB0666  DYNAMIC HT  -         458.298 (meters)    1503.60  (feet)  COMP
 GB0666  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GB0666
 GB0666  VERT ORDER  -  SECOND    CLASS 0
 GB0666
 GB0666.The horizontal coordinates were scaled from a topographic map and have
 GB0666.an estimated accuracy of +/- 6 seconds.
 GB0666
 GB0666.The orthometric height was determined by differential leveling
 GB0666.and adjusted by the National Geodetic Survey in June 1991..
 GB0666
 GB0666.The geoid height was determined by GEOID03.
 GB0666
 GB0666.The dynamic height is computed by dividing the NAVD 88
 GB0666.geopotential number by the normal gravity value computed on the
 GB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0666.degrees latitude (g = 980.6199 gals.).
 GB0666
 GB0666.The modeled gravity was interpolated from observed gravity values.
 GB0666
 GB0666;                    North         East    Units  Estimated Accuracy
 GB0666;SPC TN       -   233,870.      751,240.      MT  (+/- 180 meters Scaled)
 GB0666
 GB0666                          SUPERSEDED SURVEY CONTROL
 GB0666
 GB0666  NGVD 29 (??/??/92)  458.806  (m)         1505.27   (f) ADJ UNCH    2 0
 GB0666
 GB0666.Superseded values are not recommended for survey control.
 GB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0666.See file dsdata.txt to determine how the superseded data were derived.
 GB0666
 GB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF408349(NAD 83)
 GB0666_MARKER: DB = BENCH MARK DISK
 GB0666_SETTING: 66 = SET IN ROCK OUTCROP
 GB0666_SP_SET: ROCK OUTCROP
 GB0666_STAMPING: P 201 1951
 GB0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0666+STABILITY: POSITION/ELEVATION WELL
 GB0666
 GB0666  HISTORY     - Date     Condition        Report By
 GB0666  HISTORY     - 1951     MONUMENTED       CGS
 GB0666  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0666
 GB0666                          STATION DESCRIPTION
 GB0666
 GB0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0666'1.2 MI N FROM PIONEER.
 GB0666'ABOUT 1.15 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0666'STATION AT PIONEER, ABOUT 0.4 MILE SOUTHWEST OF MILE POST 50,
 GB0666'ABOUT 0.2 MILE NORTHEAST OF THE NORTH END OF THE FIRST TUNNEL
 GB0666'NORTH OF THE STATION AT PIONEER, SET IN THE TOP OF AN OUTCROP OF
 GB0666'ROCK, 16 FEET EAST OF THE EAST RAIL, 135 FEET SOUTHEAST AND
 GB0666'ACROSS THE TRACK FROM A SIGN STATION ONE MILE, 210 FEET NORTHEAST
 GB0666'AND ACROSS TRACK FROM A SIGN SPEED LIMIT 15, AND ABOUT 2 FEET
 GB0666'ABOVE THE TRACK.
 GB0666
 GB0666                          STATION RECOVERY (1957)
 GB0666
 GB0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0168 ***********************************************************************
 GB0168  DESIGNATION -  P 202
 GB0168  PID         -  GB0168
 GB0168  STATE/COUNTY-  TN/CAMPBELL
 GB0168  USGS QUAD   -  KETCHEN (1982)
 GB0168
 GB0168                         *CURRENT SURVEY CONTROL
 GB0168  ___________________________________________________________________
 GB0168* NAD 83(1986)-  36 30 15.     (N)    084 15 51.     (W)     SCALED    
 GB0168* NAVD 88     -       499.853  (meters)    1639.93   (feet)  ADJUSTED  
 GB0168  ___________________________________________________________________
 GB0168  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB0168  DYNAMIC HT  -         499.418 (meters)    1638.51  (feet)  COMP
 GB0168  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 GB0168
 GB0168  VERT ORDER  -  SECOND    CLASS 0
 GB0168
 GB0168.The horizontal coordinates were scaled from a topographic map and have
 GB0168.an estimated accuracy of +/- 6 seconds.
 GB0168
 GB0168.The orthometric height was determined by differential leveling
 GB0168.and adjusted by the National Geodetic Survey in June 1991..
 GB0168
 GB0168.The geoid height was determined by GEOID03.
 GB0168
 GB0168.The dynamic height is computed by dividing the NAVD 88
 GB0168.geopotential number by the normal gravity value computed on the
 GB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0168.degrees latitude (g = 980.6199 gals.).
 GB0168
 GB0168.The modeled gravity was interpolated from observed gravity values.
 GB0168
 GB0168;                    North         East    Units  Estimated Accuracy
 GB0168;SPC TN       -   242,240.      755,500.      MT  (+/- 180 meters Scaled)
 GB0168
 GB0168                          SUPERSEDED SURVEY CONTROL
 GB0168
 GB0168  NGVD 29 (??/??/92)  499.979  (m)         1640.35   (f) ADJ UNCH    2 0
 GB0168
 GB0168.Superseded values are not recommended for survey control.
 GB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0168.See file dsdata.txt to determine how the superseded data were derived.
 GB0168
 GB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF450433(NAD 83)
 GB0168_MARKER: DB = BENCH MARK DISK
 GB0168_SETTING: 66 = SET IN ROCK OUTCROP
 GB0168_SP_SET: ROCK CUT
 GB0168_STAMPING: P 202 1951 1640.348
 GB0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0168+STABILITY: POSITION/ELEVATION WELL
 GB0168
 GB0168  HISTORY     - Date     Condition        Report By
 GB0168  HISTORY     - 1951     MONUMENTED       CGS
 GB0168  HISTORY     - 1957     GOOD             NGS
 GB0168
 GB0168                          STATION DESCRIPTION
 GB0168
 GB0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0168'2.4 MI NW FROM ELK VALLEY.
 GB0168'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0168'VALLEY, THENCE ABOUT 1.65 MILES NORTHWEST ALONG A MOUNTAIN ROAD,
 GB0168'ABOUT 1.15 MILES SOUTHEAST OF A DIM CROSSROAD AT TOP OF MOUNTAIN
 GB0168'AND THE SCOTT-CAMPBELL COUNTY LINE, SET IN THE VERTICAL FACE OF A
 GB0168'ROCK CUT, AT THE CROSSING OF A POWER TRANSMISSION LINE, 12 FEET
 GB0168'EAST OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTHEAST AND ACROSS
 GB0168'ROAD FROM THE EAST ONE OF TWIN POWER TRANSMISSION POLE NO. 151,
 GB0168'AND ABOUT 1 FOOT ABOVE THE GROUND AND ROAD.
 GB0168
 GB0168                          STATION RECOVERY (1957)
 GB0168
 GB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1083 ***********************************************************************
 GB1083  DESIGNATION -  P 203
 GB1083  PID         -  GB1083
 GB1083  STATE/COUNTY-  TN/FENTRESS
 GB1083  USGS QUAD   -  SHARP PLACE (1981)
 GB1083
 GB1083                         *CURRENT SURVEY CONTROL
 GB1083  ___________________________________________________________________
 GB1083* NAD 83(1986)-  36 31 51.     (N)    084 49 01.     (W)     SCALED    
 GB1083* NAVD 88     -       506.037  (meters)    1660.22   (feet)  ADJUSTED  
 GB1083  ___________________________________________________________________
 GB1083  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB1083  DYNAMIC HT  -         505.612 (meters)    1658.83  (feet)  COMP
 GB1083  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GB1083
 GB1083  VERT ORDER  -  SECOND    CLASS 0
 GB1083
 GB1083.The horizontal coordinates were scaled from a topographic map and have
 GB1083.an estimated accuracy of +/- 6 seconds.
 GB1083
 GB1083.The orthometric height was determined by differential leveling
 GB1083.and adjusted by the National Geodetic Survey in June 1991..
 GB1083
 GB1083.The geoid height was determined by GEOID03.
 GB1083
 GB1083.The dynamic height is computed by dividing the NAVD 88
 GB1083.geopotential number by the normal gravity value computed on the
 GB1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1083.degrees latitude (g = 980.6199 gals.).
 GB1083
 GB1083.The modeled gravity was interpolated from observed gravity values.
 GB1083
 GB1083;                    North         East    Units  Estimated Accuracy
 GB1083;SPC TN       -   244,460.      705,950.      MT  (+/- 180 meters Scaled)
 GB1083
 GB1083                          SUPERSEDED SURVEY CONTROL
 GB1083
 GB1083  NGVD 29 (??/??/92)  506.166  (m)         1660.65   (f) ADJ UNCH    2 0
 GB1083
 GB1083.Superseded values are not recommended for survey control.
 GB1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1083.See file dsdata.txt to determine how the superseded data were derived.
 GB1083
 GB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF954450(NAD 83)
 GB1083_MARKER: DB = BENCH MARK DISK
 GB1083_SETTING: 66 = SET IN ROCK OUTCROP
 GB1083_SP_SET: ROCK OUTCROP
 GB1083_STAMPING: P 203 1951 1660.646
 GB1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1083+STABILITY: POSITION/ELEVATION WELL
 GB1083
 GB1083  HISTORY     - Date     Condition        Report By
 GB1083  HISTORY     - 1951     MONUMENTED       CGS
 GB1083  HISTORY     - 1958     GOOD             NGS
 GB1083
 GB1083                          STATION DESCRIPTION
 GB1083
 GB1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1083'6.8 MI NE FROM EAST JAMESTOWN.
 GB1083'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1083'AT EAST JAMESTOWN, THENCE ABOUT 0.65 MILE NORTHWEST ALONG A
 GB1083'GRAVEL ROAD, ABOUT 0.65 MILE NORTHWEST OF MAIN SOUTHWEST ENTRANCE
 GB1083'TO PICKETT STATE PARK, IN THE TOP OF A FLAT OUTCROPPING SANDSTONE
 GB1083'ABOUT 20 BY 10 FEET, 36 FEET WEST OF CENTER LINE OF ROAD, 63
 GB1083'FEET WEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 9-INCH OAK
 GB1083'TREE, 85 FEET SOUTH OF WEST END OF A 24-INCH PIPE CULVERT UNDER
 GB1083'ROAD AND ABOUT 5 FEET ABOVE ROAD.
 GB1083
 GB1083                          STATION RECOVERY (1958)
 GB1083
 GB1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2187 ***********************************************************************
 GB2187  DESIGNATION -  P 204
 GB2187  PID         -  GB2187
 GB2187  STATE/COUNTY-  TN/CLAY
 GB2187  USGS QUAD   -  CELINA (1981)
 GB2187
 GB2187                         *CURRENT SURVEY CONTROL
 GB2187  ___________________________________________________________________
 GB2187* NAD 83(1986)-  36 34 18.     (N)    085 31 12.     (W)     SCALED    
 GB2187* NAVD 88     -       162.619  (meters)     533.53   (feet)  ADJUSTED  
 GB2187  ___________________________________________________________________
 GB2187  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2187  DYNAMIC HT  -         162.482 (meters)     533.08  (feet)  COMP
 GB2187  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GB2187
 GB2187  VERT ORDER  -  SECOND    CLASS 0
 GB2187
 GB2187.The horizontal coordinates were scaled from a topographic map and have
 GB2187.an estimated accuracy of +/- 6 seconds.
 GB2187
 GB2187.The orthometric height was determined by differential leveling
 GB2187.and adjusted by the National Geodetic Survey in June 1991..
 GB2187
 GB2187.The geoid height was determined by GEOID03.
 GB2187
 GB2187.The dynamic height is computed by dividing the NAVD 88
 GB2187.geopotential number by the normal gravity value computed on the
 GB2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2187.degrees latitude (g = 980.6199 gals.).
 GB2187
 GB2187.The modeled gravity was interpolated from observed gravity values.
 GB2187
 GB2187;                    North         East    Units  Estimated Accuracy
 GB2187;SPC TN       -   248,450.      642,970.      MT  (+/- 180 meters Scaled)
 GB2187
 GB2187                          SUPERSEDED SURVEY CONTROL
 GB2187
 GB2187  NGVD 29 (??/??/92)  162.737  (m)          533.91   (f) ADJ UNCH    2 0
 GB2187
 GB2187.Superseded values are not recommended for survey control.
 GB2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2187.See file dsdata.txt to determine how the superseded data were derived.
 GB2187
 GB2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF324483(NAD 83)
 GB2187_MARKER: DB = BENCH MARK DISK
 GB2187_SETTING: 66 = SET IN ROCK OUTCROP
 GB2187_SP_SET: ROCK MASS
 GB2187_STAMPING: P 204 1951
 GB2187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2187+STABILITY: POSITION/ELEVATION WELL
 GB2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2187+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002
 GB2187
 GB2187  HISTORY     - Date     Condition        Report By
 GB2187  HISTORY     - 1951     MONUMENTED       CGS
 GB2187  HISTORY     - 20021118 GOOD             TNDT
 GB2187
 GB2187                          STATION DESCRIPTION
 GB2187
 GB2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2187'2.4 MI NW FROM CELINA.
 GB2187'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE
 GB2187'COURT HOUSE AT CELINA, THENCE ABOUT 0.65 MILES EAST AND NORTHEAST
 GB2187'ALONG A GRAVEL ROAD, THENCE ABOUT 0.25 MILE NORTHWEST ALONG A
 GB2187'GRAVEL ROAD, SET VERTICALLY IN FACE NEAR THE NORTH END OF A ROCK
 GB2187'MASS PROJECTING OUT OF CREEK BANK, 36 FEET WEST AND ACROSS
 GB2187'LITTLE PROCTOR CREEK FROM CENTER LINE OF ROAD, 17 FEET WEST OF
 GB2187'CENTER LINE OF CREEK BED, ABOUT 60 YARDS SOUTH OF JUNCTION OF A
 GB2187'ROAD LEADING EAST TO FARM HOUSE, 18 FEET NORTH OF A 30-INCH ELM
 GB2187'TREE, ABOUT 1 FOOT ABOVE ROAD.
 GB2187
 GB2187                          STATION RECOVERY (2002)
 GB2187
 GB2187'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0185 ***********************************************************************
 FE0185  DESIGNATION -  P 21
 FE0185  PID         -  FE0185
 FE0185  STATE/COUNTY-  TN/DECATUR
 FE0185  USGS QUAD   -  THURMAN (1972)
 FE0185
 FE0185                         *CURRENT SURVEY CONTROL
 FE0185  ___________________________________________________________________
 FE0185* NAD 83(1986)-  35 23 56.     (N)    088 09 13.     (W)     SCALED    
 FE0185* NAVD 88     -       146.638  (meters)     481.09   (feet)  ADJUSTED  
 FE0185  ___________________________________________________________________
 FE0185  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0185  DYNAMIC HT  -         146.506 (meters)     480.66  (feet)  COMP
 FE0185  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FE0185
 FE0185  VERT ORDER  -  FIRST     CLASS II
 FE0185
 FE0185.The horizontal coordinates were scaled from a topographic map and have
 FE0185.an estimated accuracy of +/- 6 seconds.
 FE0185
 FE0185.The orthometric height was determined by differential leveling
 FE0185.and adjusted by the National Geodetic Survey in June 1991..
 FE0185
 FE0185.The geoid height was determined by GEOID03.
 FE0185
 FE0185.The dynamic height is computed by dividing the NAVD 88
 FE0185.geopotential number by the normal gravity value computed on the
 FE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0185.degrees latitude (g = 980.6199 gals.).
 FE0185
 FE0185.The modeled gravity was interpolated from observed gravity values.
 FE0185
 FE0185;                    North         East    Units  Estimated Accuracy
 FE0185;SPC TN       -   120,380.      404,380.      MT  (+/- 180 meters Scaled)
 FE0185
 FE0185                          SUPERSEDED SURVEY CONTROL
 FE0185
 FE0185  NGVD 29 (??/??/??)  146.646  (m)          481.12   (f) ADJUSTED    1 2
 FE0185
 FE0185.Superseded values are not recommended for survey control.
 FE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0185.See file dsdata.txt to determine how the superseded data were derived.
 FE0185
 FE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE952178(NAD 83)
 FE0185_MARKER: DB = BENCH MARK DISK
 FE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0185_STAMPING: P 21 1934 481.357
 FE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0185+STABILITY: SURFACE MOTION
 FE0185
 FE0185  HISTORY     - Date     Condition        Report By
 FE0185  HISTORY     - 1934     MONUMENTED       CGS
 FE0185  HISTORY     - 1947     GOOD             CGS
 FE0185
 FE0185                          STATION DESCRIPTION
 FE0185
 FE0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0185'5.8 MI SW FROM BATH SPRINGS.
 FE0185'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE SCHOOL AND
 FE0185'JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS, 132 FEET
 FE0185'EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, ABOUT
 FE0185'0.2 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 FE0185'SOUTHWEST, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FE0185'34 FEET WEST OF A TRIANGULAR BLAZED FORKED OAK TREE, 45 FEET
 FE0185'SOUTH OF A TRIANGULAR BLAZED 24-INCH WHITE OAK TREE, 2 FEET
 FE0185'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND
 FE0185'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0185'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT SALTILLO BY
 FE0185'GOING ABOUT 5.1 MILES NORTHEAST ALONG STATE HIGHWAY 69.  A
 FE0185'STEEL POST WAS SET 2.0 FEET SOUTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1283 ***********************************************************************
 FE1283  DESIGNATION -  P 212
 FE1283  PID         -  FE1283
 FE1283  STATE/COUNTY-  TN/FAYETTE
 FE1283  USGS QUAD   -  ARLINGTON (1973)
 FE1283
 FE1283                         *CURRENT SURVEY CONTROL
 FE1283  ___________________________________________________________________
 FE1283* NAD 83(1986)-  35 16 36.     (N)    089 38 17.     (W)     SCALED    
 FE1283* NAVD 88     -       117.327  (meters)     384.93   (feet)  ADJUSTED  
 FE1283  ___________________________________________________________________
 FE1283  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1283  DYNAMIC HT  -         117.222 (meters)     384.59  (feet)  COMP
 FE1283  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FE1283
 FE1283  VERT ORDER  -  SECOND    CLASS 0
 FE1283
 FE1283.The horizontal coordinates were scaled from a topographic map and have
 FE1283.an estimated accuracy of +/- 6 seconds.
 FE1283
 FE1283.The orthometric height was determined by differential leveling
 FE1283.and adjusted by the National Geodetic Survey in June 1991..
 FE1283
 FE1283.The geoid height was determined by GEOID03.
 FE1283
 FE1283.The dynamic height is computed by dividing the NAVD 88
 FE1283.geopotential number by the normal gravity value computed on the
 FE1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1283.degrees latitude (g = 980.6199 gals.).
 FE1283
 FE1283.The modeled gravity was interpolated from observed gravity values.
 FE1283
 FE1283;                    North         East    Units  Estimated Accuracy
 FE1283;SPC TN       -   110,810.      269,090.      MT  (+/- 180 meters Scaled)
 FE1283
 FE1283                          SUPERSEDED SURVEY CONTROL
 FE1283
 FE1283  NGVD 29 (??/??/??)  117.315  (m)          384.89   (f) ADJUSTED    2 0
 FE1283
 FE1283.Superseded values are not recommended for survey control.
 FE1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1283.See file dsdata.txt to determine how the superseded data were derived.
 FE1283
 FE1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE600069(NAD 83)
 FE1283_MARKER: DB = BENCH MARK DISK
 FE1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1283_STAMPING: P 212 1958
 FE1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1283+STABILITY: SURFACE MOTION
 FE1283
 FE1283  HISTORY     - Date     Condition        Report By
 FE1283  HISTORY     - 1958     MONUMENTED       CGS
 FE1283
 FE1283                          STATION DESCRIPTION
 FE1283
 FE1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1283'4.4 MI SSW FROM GALLAWAY.
 FE1283'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1283'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG PAVED ROAD, THENCE
 FE1283'2.0 MILES SOUTHWEST CROSS COUNTRY, 60 PACES NORTH OF A CURVE IN
 FE1283'THE ROAD, 11.5 FT. EAST OF THE CENTER LINE OF A GRAVEL ROAD,
 FE1283'1.5 FT. WEST OF A FENCE LINE, AT THE WEST EDGE OF A WOODED
 FE1283'AREA, 2 FT. NORTH OF A WHITE WOODEN WITNESS POST, A C AND GS
 FE1283'DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1102 ***********************************************************************
 FE1102  DESIGNATION -  P 213
 FE1102  PID         -  FE1102
 FE1102  STATE/COUNTY-  TN/HAYWOOD
 FE1102  USGS QUAD   -  DANCYVILLE (1981)
 FE1102
 FE1102                         *CURRENT SURVEY CONTROL
 FE1102  ___________________________________________________________________
 FE1102* NAD 83(1986)-  35 25 43.     (N)    089 21 13.     (W)     SCALED    
 FE1102* NAVD 88     -       100.139  (meters)     328.54   (feet)  ADJUSTED  
 FE1102  ___________________________________________________________________
 FE1102  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE1102  DYNAMIC HT  -         100.050 (meters)     328.25  (feet)  COMP
 FE1102  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FE1102
 FE1102  VERT ORDER  -  SECOND    CLASS 0
 FE1102
 FE1102.The horizontal coordinates were scaled from a topographic map and have
 FE1102.an estimated accuracy of +/- 6 seconds.
 FE1102
 FE1102.The orthometric height was determined by differential leveling
 FE1102.and adjusted by the National Geodetic Survey in June 1991..
 FE1102
 FE1102.The geoid height was determined by GEOID03.
 FE1102
 FE1102.The dynamic height is computed by dividing the NAVD 88
 FE1102.geopotential number by the normal gravity value computed on the
 FE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1102.degrees latitude (g = 980.6199 gals.).
 FE1102
 FE1102.The modeled gravity was interpolated from observed gravity values.
 FE1102
 FE1102;                    North         East    Units  Estimated Accuracy
 FE1102;SPC TN       -   126,740.      295,530.      MT  (+/- 180 meters Scaled)
 FE1102
 FE1102                          SUPERSEDED SURVEY CONTROL
 FE1102
 FE1102  NGVD 29 (??/??/??)  100.136  (m)          328.53   (f) ADJUSTED    2 0
 FE1102
 FE1102.Superseded values are not recommended for survey control.
 FE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1102.See file dsdata.txt to determine how the superseded data were derived.
 FE1102
 FE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE863231(NAD 83)
 FE1102_MARKER: DB = BENCH MARK DISK
 FE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1102_STAMPING: P 213 1959
 FE1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1102+STABILITY: SURFACE MOTION
 FE1102
 FE1102  HISTORY     - Date     Condition        Report By
 FE1102  HISTORY     - 1959     MONUMENTED       CGS
 FE1102  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1102
 FE1102                          STATION DESCRIPTION
 FE1102
 FE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1102'6.7 MI SE FROM STANTON.
 FE1102'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1102'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1102'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVEL
 FE1102'ROAD, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD, 73.4 FT.
 FE1102'EAST OF A POWER LINE POLE, 18 FT. SOUTH OF THE CENTER LINE OF
 FE1102'A GRAVEL ROAD, 1.2 FT. NORTH OF A FENCE LINE, 1.6 FT. EAST
 FE1102'OF A WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE
 FE1102'POST SET FLUSH WITH THE GROUND ABOUT LEVEL WITH THE ROAD.
 FE1102
 FE1102                          STATION RECOVERY (2002)
 FE1102
 FE1102'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1102'SUSPECTED DESTROYED DUE TO I 40 OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1240 ***********************************************************************
 FE1240  DESIGNATION -  P 214
 FE1240  PID         -  FE1240
 FE1240  STATE/COUNTY-  TN/SHELBY
 FE1240  USGS QUAD   -  ELLENDALE (1993)
 FE1240
 FE1240                         *CURRENT SURVEY CONTROL
 FE1240  ___________________________________________________________________
 FE1240* NAD 83(1986)-  35 11 10.     (N)    089 47 33.     (W)     SCALED    
 FE1240* NAVD 88     -        90.162  (meters)     295.81   (feet)  ADJUSTED  
 FE1240  ___________________________________________________________________
 FE1240  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1240  DYNAMIC HT  -          90.080 (meters)     295.54  (feet)  COMP
 FE1240  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 FE1240
 FE1240  VERT ORDER  -  SECOND    CLASS 0
 FE1240
 FE1240.The horizontal coordinates were scaled from a topographic map and have
 FE1240.an estimated accuracy of +/- 6 seconds.
 FE1240
 FE1240.The orthometric height was determined by differential leveling
 FE1240.and adjusted by the National Geodetic Survey in June 1991..
 FE1240
 FE1240.The geoid height was determined by GEOID03.
 FE1240
 FE1240.The dynamic height is computed by dividing the NAVD 88
 FE1240.geopotential number by the normal gravity value computed on the
 FE1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1240.degrees latitude (g = 980.6199 gals.).
 FE1240
 FE1240.The modeled gravity was interpolated from observed gravity values.
 FE1240
 FE1240;                    North         East    Units  Estimated Accuracy
 FE1240;SPC TN       -   101,310.      254,660.      MT  (+/- 180 meters Scaled)
 FE1240
 FE1240                          SUPERSEDED SURVEY CONTROL
 FE1240
 FE1240  NGVD 29 (??/??/??)   90.147  (m)          295.76   (f) ADJUSTED    2 0
 FE1240
 FE1240.Superseded values are not recommended for survey control.
 FE1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1240.See file dsdata.txt to determine how the superseded data were derived.
 FE1240
 FE1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD457972(NAD 83)
 FE1240_MARKER: DB = BENCH MARK DISK
 FE1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1240_STAMPING: P 214 1959
 FE1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1240+STABILITY: SURFACE MOTION
 FE1240
 FE1240  HISTORY     - Date     Condition        Report By
 FE1240  HISTORY     - 1959     MONUMENTED       CGS
 FE1240  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1240  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1240
 FE1240                          STATION DESCRIPTION
 FE1240
 FE1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1240'5 MI ENE FROM MEMPHIS.
 FE1240'IT IS LOCATED 4.8 MILES EAST ALONG MACON ROAD THENCE 0.9 MILE
 FE1240'NORTH ALONG CORDOVA ROAD FROM THE JUNCTION OF MACON ROAD AND
 FE1240'HIGHWAY 70 JUST EAST OF MEMPHIS, SET IN THE TOP OF A CONCRETE
 FE1240'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND, 37 FEET SOUTH OF
 FE1240'THE SOUTH BANK OF A CREEK, 27 FEET WEST OF THE CENTER OF
 FE1240'GERMANTOWN ROAD, 9 FEET SOUTH OF THE CENTER OF A GATE AND TRACK
 FE1240'ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET EAST
 FE1240'OF A WITNESS POST.  IT IS ABOUT 1.3 MILE EAST OF OAK 1959.
 FE1240
 FE1240                          STATION RECOVERY (1989)
 FE1240
 FE1240'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FE1240'MARK NOT FOUND.
 FE1240
 FE1240                          STATION RECOVERY (1992)
 FE1240
 FE1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1240'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0602 ***********************************************************************
 FE0602  DESIGNATION -  P 215
 FE0602  PID         -  FE0602
 FE0602  STATE/COUNTY-  TN/MADISON
 FE0602  USGS QUAD   -  ADAIR (1979)
 FE0602
 FE0602                         *CURRENT SURVEY CONTROL
 FE0602  ___________________________________________________________________
 FE0602* NAD 83(1986)-  35 38 11.     (N)    088 56 12.     (W)     SCALED    
 FE0602* NAVD 88     -       109.905  (meters)     360.58   (feet)  ADJUSTED  
 FE0602  ___________________________________________________________________
 FE0602  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0602  DYNAMIC HT  -         109.807 (meters)     360.26  (feet)  COMP
 FE0602  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0602
 FE0602  VERT ORDER  -  SECOND    CLASS 0
 FE0602
 FE0602.The horizontal coordinates were scaled from a topographic map and have
 FE0602.an estimated accuracy of +/- 6 seconds.
 FE0602
 FE0602.The orthometric height was determined by differential leveling
 FE0602.and adjusted by the National Geodetic Survey in June 1991..
 FE0602
 FE0602.The geoid height was determined by GEOID03.
 FE0602
 FE0602.The dynamic height is computed by dividing the NAVD 88
 FE0602.geopotential number by the normal gravity value computed on the
 FE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0602.degrees latitude (g = 980.6199 gals.).
 FE0602
 FE0602.The modeled gravity was interpolated from observed gravity values.
 FE0602
 FE0602;                    North         East    Units  Estimated Accuracy
 FE0602;SPC TN       -   148,560.      334,060.      MT  (+/- 180 meters Scaled)
 FE0602
 FE0602                          SUPERSEDED SURVEY CONTROL
 FE0602
 FE0602  NGVD 29 (??/??/??)  109.935  (m)          360.68   (f) ADJUSTED    2 0
 FE0602
 FE0602.Superseded values are not recommended for survey control.
 FE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0602.See file dsdata.txt to determine how the superseded data were derived.
 FE0602
 FE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE246453(NAD 83)
 FE0602_MARKER: DB = BENCH MARK DISK
 FE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0602_STAMPING: P 215 1959
 FE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0602+STABILITY: SURFACE MOTION
 FE0602
 FE0602  HISTORY     - Date     Condition        Report By
 FE0602  HISTORY     - 1959     MONUMENTED       CGS
 FE0602
 FE0602                          STATION DESCRIPTION
 FE0602
 FE0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0602'18.2 MI ENE FROM BROWNSVILLE.
 FE0602'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0602'BROWNSVILLE, THENCE 8.5 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0602'40, 0.9 MILE NORTHEAST OF TRAVERSE STATION DEER.  THE MARK IS 0.7
 FE0602'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THIS ROAD IS UNDER
 FE0602'CONSTRUCTION AND THERE IS NOTHING MORE TO MEASURE FROM.  THE MARK
 FE0602'IS 1.8 FEET SOUTH OF A WITNESS POST AND IS SET IN THE TOP OF A
 FE0602'CONCRETE POST, WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0150 ***********************************************************************
 FE0150  DESIGNATION -  P 216
 FE0150  PID         -  FE0150
 FE0150  STATE/COUNTY-  TN/HENDERSON
 FE0150  USGS QUAD   -  CLARKSBURG (1986)
 FE0150
 FE0150                         *CURRENT SURVEY CONTROL
 FE0150  ___________________________________________________________________
 FE0150* NAD 83(1986)-  35 45 07.     (N)    088 28 45.     (W)     SCALED    
 FE0150* NAVD 88     -       154.923  (meters)     508.28   (feet)  ADJUSTED  
 FE0150  ___________________________________________________________________
 FE0150  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0150  DYNAMIC HT  -         154.786 (meters)     507.83  (feet)  COMP
 FE0150  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FE0150
 FE0150  VERT ORDER  -  SECOND    CLASS 0
 FE0150
 FE0150.The horizontal coordinates were scaled from a topographic map and have
 FE0150.an estimated accuracy of +/- 6 seconds.
 FE0150
 FE0150.The orthometric height was determined by differential leveling
 FE0150.and adjusted by the National Geodetic Survey in June 1991..
 FE0150
 FE0150.The geoid height was determined by GEOID03.
 FE0150
 FE0150.The dynamic height is computed by dividing the NAVD 88
 FE0150.geopotential number by the normal gravity value computed on the
 FE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0150.degrees latitude (g = 980.6199 gals.).
 FE0150
 FE0150.The modeled gravity was interpolated from observed gravity values.
 FE0150
 FE0150;                    North         East    Units  Estimated Accuracy
 FE0150;SPC TN       -   160,230.      375,810.      MT  (+/- 180 meters Scaled)
 FE0150
 FE0150                          SUPERSEDED SURVEY CONTROL
 FE0150
 FE0150  NGVD 29 (??/??/??)  154.948  (m)          508.36   (f) ADJUSTED    2 0
 FE0150
 FE0150.Superseded values are not recommended for survey control.
 FE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0150.See file dsdata.txt to determine how the superseded data were derived.
 FE0150
 FE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE662574(NAD 83)
 FE0150_MARKER: DB = BENCH MARK DISK
 FE0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0150_STAMPING: P 216 1959
 FE0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0150+STABILITY: SURFACE MOTION
 FE0150
 FE0150  HISTORY     - Date     Condition        Report By
 FE0150  HISTORY     - 1959     MONUMENTED       CGS
 FE0150  HISTORY     - 1972     GOOD             TVA
 FE0150
 FE0150                          STATION DESCRIPTION
 FE0150
 FE0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0150'14.7 MI SW FROM YUMA.
 FE0150'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTONOOGA AND ST. LOUIS
 FE0150'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0150'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0150'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0150'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0150'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 1.7 MILES
 FE0150'EAST AND SOUTH ON A GRAVELED ROAD, 32 FT. EAST OF A T JUNCTION
 FE0150'OF 2 FENCES, 24 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 2.5
 FE0150'FT. SOUTH OF A FENCE, 1.4 FT. NORTH OF A WITNESS SIGN, A DISK
 FE0150'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT 4 FT.
 FE0150'ABOVE THE LEVEL OF THE ROAD.  NOTE-- 2.25 MI W OF UNION CROSS,
 FE0150'301 FT W OF T-ROAD S INTERSECTION, 128 FT W OF FENCE CORNER,
 FE0150'54.0 N OF 16 IN RED OAK ACROSS ROAD, 6.2 S OF TVA POST AND
 FE0150'SIGN IN FENCELINE, 2 FT HIGHER THAN ROAD.  TVA POST AND SIGN.
 FE0150
 FE0150                          STATION RECOVERY (1972)
 FE0150
 FE0150'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1103 ***********************************************************************
 FD1103  DESIGNATION -  P 217
 FD1103  PID         -  FD1103
 FD1103  STATE/COUNTY-  TN/BENTON
 FD1103  USGS QUAD   -  DANIELS LANDING (1992)
 FD1103
 FD1103                         *CURRENT SURVEY CONTROL
 FD1103  ___________________________________________________________________
 FD1103* NAD 83(1986)-  35 51 53.     (N)    087 57 17.     (W)     SCALED    
 FD1103* NAVD 88     -       112.830  (meters)     370.18   (feet)  ADJUSTED  
 FD1103  ___________________________________________________________________
 FD1103  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1103  DYNAMIC HT  -         112.733 (meters)     369.86  (feet)  COMP
 FD1103  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 FD1103
 FD1103  VERT ORDER  -  SECOND    CLASS 0
 FD1103
 FD1103.The horizontal coordinates were scaled from a topographic map and have
 FD1103.an estimated accuracy of +/- 6 seconds.
 FD1103
 FD1103.The orthometric height was determined by differential leveling
 FD1103.and adjusted by the National Geodetic Survey in June 1991..
 FD1103
 FD1103.The geoid height was determined by GEOID03.
 FD1103
 FD1103.The dynamic height is computed by dividing the NAVD 88
 FD1103.geopotential number by the normal gravity value computed on the
 FD1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1103.degrees latitude (g = 980.6199 gals.).
 FD1103
 FD1103.The modeled gravity was interpolated from observed gravity values.
 FD1103
 FD1103;                    North         East    Units  Estimated Accuracy
 FD1103;SPC TN       -   171,670.      423,480.      MT  (+/- 180 meters Scaled)
 FD1103
 FD1103                          SUPERSEDED SURVEY CONTROL
 FD1103
 FD1103  NGVD 29 (??/??/92)  112.860  (m)          370.27   (f) ADJ UNCH    2 0
 FD1103
 FD1103.Superseded values are not recommended for survey control.
 FD1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1103.See file dsdata.txt to determine how the superseded data were derived.
 FD1103
 FD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE138693(NAD 83)
 FD1103_MARKER: DB = BENCH MARK DISK
 FD1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1103_STAMPING: P 217 1959
 FD1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1103+STABILITY: SURFACE MOTION
 FD1103
 FD1103  HISTORY     - Date     Condition        Report By
 FD1103  HISTORY     - 1959     MONUMENTED       CGS
 FD1103  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1103
 FD1103                          STATION DESCRIPTION
 FD1103
 FD1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1103'10.5 MI E FROM MC ILLWAIN.
 FD1103'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FD1103'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT
 FD1103'4.1 MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON
 FD1103'STATE HIGHWAY 69, THENCE 1.1 MILE EAST AND NORTH ON A GRAVELED
 FD1103'ROAD TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED
 FD1103'ROAD TO A Y JUNCTION, THENCE 0.2 MILE SOUTH TO A SIDE ROAD LEFT,
 FD1103'THENCE 0.8 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THENCE
 FD1103'0.6 MILE EAST ON GRAVELED ROAD TO A Y JUNCTION, THENCE 3.4 MILES
 FD1103'NORTHEAST ON GRAVELED ROAD TO A T JUNCTION, THENCE EAST FOR
 FD1103'0.9 MILE ON GRAVELED ROAD, 20 FEET EAST OF THE CENTER OF A
 FD1103'GRAVELED ROAD, 12.5 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 FD1103'2.5 FEET WEST OF A NORTH-SOUTH FENCE, AND SET IN THE OUTSIDE
 FD1103'OF A CURVE IN THE ROAD.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FD1103'POST WHICH PROJECTS 3 INCHES, IS ABOUT LEVEL WITH ROAD, AND
 FD1103'IS 1.7 FEET EAST OF A WITNESS SIGN.
 FD1103
 FD1103                          STATION RECOVERY (1973)
 FD1103
 FD1103'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1131 ***********************************************************************
 FD1131  DESIGNATION -  P 218
 FD1131  PID         -  FD1131
 FD1131  STATE/COUNTY-  TN/HUMPHREYS
 FD1131  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1131
 FD1131                         *CURRENT SURVEY CONTROL
 FD1131  ___________________________________________________________________
 FD1131* NAD 83(1986)-  35 53 48.     (N)    087 48 40.     (W)     SCALED    
 FD1131* NAVD 88     -       141.954  (meters)     465.73   (feet)  ADJUSTED  
 FD1131  ___________________________________________________________________
 FD1131  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1131  DYNAMIC HT  -         141.832 (meters)     465.33  (feet)  COMP
 FD1131  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1131
 FD1131  VERT ORDER  -  SECOND    CLASS 0
 FD1131
 FD1131.The horizontal coordinates were scaled from a topographic map and have
 FD1131.an estimated accuracy of +/- 6 seconds.
 FD1131
 FD1131.The orthometric height was determined by differential leveling
 FD1131.and adjusted by the National Geodetic Survey in June 1991..
 FD1131
 FD1131.The geoid height was determined by GEOID03.
 FD1131
 FD1131.The dynamic height is computed by dividing the NAVD 88
 FD1131.geopotential number by the normal gravity value computed on the
 FD1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1131.degrees latitude (g = 980.6199 gals.).
 FD1131
 FD1131.The modeled gravity was interpolated from observed gravity values.
 FD1131
 FD1131;                    North         East    Units  Estimated Accuracy
 FD1131;SPC TN       -   174,960.      436,510.      MT  (+/- 180 meters Scaled)
 FD1131
 FD1131                          SUPERSEDED SURVEY CONTROL
 FD1131
 FD1131  NGVD 29 (??/??/92)  141.989  (m)          465.84   (f) ADJ UNCH    2 0
 FD1131
 FD1131.Superseded values are not recommended for survey control.
 FD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1131.See file dsdata.txt to determine how the superseded data were derived.
 FD1131
 FD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE268727(NAD 83)
 FD1131_MARKER: DB = BENCH MARK DISK
 FD1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1131_STAMPING: P 218 1959
 FD1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1131+STABILITY: SURFACE MOTION
 FD1131
 FD1131  HISTORY     - Date     Condition        Report By
 FD1131  HISTORY     - 1959     MONUMENTED       CGS
 FD1131  HISTORY     - 1967     GOOD             NGS
 FD1131  HISTORY     - 1973     GOOD             TVA
 FD1131
 FD1131                          STATION DESCRIPTION
 FD1131
 FD1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1131'0.9 MI N FROM BUFFALO.
 FD1131'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT
 FD1131'9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON
 FD1131'STATE ROUTE 13 FOR 0.2 MILE TO AN OILED ROAD LEFT AND THE
 FD1131'BUFFALO METHODIST CHURCH IN THE SOUTHWEST ANGLE.  HERE TURN LEFT
 FD1131'AND GO WEST AND NORTH ON THE OILED ROAD FOR 1.2 MILES TO A
 FD1131'LARGE STONE HOME ON THE LEFT, THE ABANDONED BUFFALO CHURCH
 FD1131'ON THE RIGHT AND THE MARK ON THE RIGHT ON BANK AS DESCRIBED.
 FD1131'IT IS 37 FEET EAST OF THE APPROXIMATE CENTER OF THE OILED ROAD,
 FD1131'7 FEET NORTH OF A 12-INCH ELM TREE, 2.1 FEET EAST OF A METAL
 FD1131'WITNESS POST AND SIGN, 1.7 FEET WEST OF A WOVEN WIRE FENCE,
 FD1131'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD
 FD1131'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FD1131'THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED P 218 1959.
 FD1131'NOTE-- STATION IS 274.0 FT N 15 W FROM BLACKTOP ROAD AT T.
 FD1131'DRIVEWAY WEST TO WHITE BRICK HOUSE 201.7 FT N 35 E FROM N.E.
 FD1131'CORNER OF LARGE WHITE BRICK HOUSE 36.0 FT NE FROM BLACKTOP
 FD1131'ROAD, 7.0 FT N FROM 10 IN ELM, 1.7 W OF F.L., STATION IS PLUS
 FD1131'OR MINUS 7.0 FT HIGHER THAN ROAD.
 FD1131
 FD1131                          STATION RECOVERY (1973)
 FD1131
 FD1131'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1465 ***********************************************************************
 GC1465  DESIGNATION -  P 219
 GC1465  PID         -  GC1465
 GC1465  STATE/COUNTY-  TN/DICKSON
 GC1465  USGS QUAD   -  WHITE BLUFF (1983)
 GC1465
 GC1465                         *CURRENT SURVEY CONTROL
 GC1465  ___________________________________________________________________
 GC1465* NAD 83(1986)-  36 01 22.     (N)    087 12 55.     (W)     SCALED    
 GC1465* NAVD 88     -       217.306  (meters)     712.94   (feet)  ADJUSTED  
 GC1465  ___________________________________________________________________
 GC1465  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GC1465  DYNAMIC HT  -         217.118 (meters)     712.33  (feet)  COMP
 GC1465  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GC1465
 GC1465  VERT ORDER  -  SECOND    CLASS 0
 GC1465
 GC1465.The horizontal coordinates were scaled from a topographic map and have
 GC1465.an estimated accuracy of +/- 6 seconds.
 GC1465
 GC1465.The orthometric height was determined by differential leveling
 GC1465.and adjusted by the National Geodetic Survey in June 1991..
 GC1465
 GC1465.The geoid height was determined by GEOID03.
 GC1465
 GC1465.The dynamic height is computed by dividing the NAVD 88
 GC1465.geopotential number by the normal gravity value computed on the
 GC1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1465.degrees latitude (g = 980.6199 gals.).
 GC1465
 GC1465.The modeled gravity was interpolated from observed gravity values.
 GC1465
 GC1465;                    North         East    Units  Estimated Accuracy
 GC1465;SPC TN       -   188,120.      490,470.      MT  (+/- 180 meters Scaled)
 GC1465
 GC1465                          SUPERSEDED SURVEY CONTROL
 GC1465
 GC1465  NGVD 29 (??/??/92)  217.310  (m)          712.96   (f) ADJ UNCH    2 0
 GC1465
 GC1465.Superseded values are not recommended for survey control.
 GC1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1465.See file dsdata.txt to determine how the superseded data were derived.
 GC1465
 GC1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE806864(NAD 83)
 GC1465_MARKER: DB = BENCH MARK DISK
 GC1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1465_STAMPING: P 219 1959
 GC1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1465+STABILITY: SURFACE MOTION
 GC1465
 GC1465  HISTORY     - Date     Condition        Report By
 GC1465  HISTORY     - 1959     MONUMENTED       CGS
 GC1465
 GC1465                          STATION DESCRIPTION
 GC1465
 GC1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1465'10.1 MI E FROM TIDWELL.
 GC1465'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1465'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1465'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1465'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1465'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96,
 GC1465'THENCE 1.95 MILE NORTHEAST ON A GRAVELED ROAD, ABOUT 135 FT.
 GC1465'SOUTH OF THE SOUTHWEST CORNER OF A LARGE BARN, 26 FT. SOUTHEAST OF
 GC1465'THE CENTER OF THE GRAVELED ROAD, 18 FT. NORTHEAST OF THE CENTER
 GC1465'OF A TRACK ROAD, 11 FT. NORTHEAST OF THE NORTHEAST GATE CORNER
 GC1465'POST, 4 FT. SOUTHEAST OF A FENCE, AND 2 FT. SOUTHEAST OF A
 GC1465'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC1465'4 INCHES, AND ABOUT 2 FT. BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1381 ***********************************************************************
 GC1381  DESIGNATION -  P 22
 GC1381  PID         -  GC1381
 GC1381  STATE/COUNTY-  TN/DICKSON
 GC1381  USGS QUAD   -  VANLEER (1983)
 GC1381
 GC1381                         *CURRENT SURVEY CONTROL
 GC1381  ___________________________________________________________________
 GC1381* NAD 83(1986)-  36 14 04.     (N)    087 26 40.     (W)     SCALED    
 GC1381* NAVD 88     -       258.668  (meters)     848.65   (feet)  ADJUSTED  
 GC1381  ___________________________________________________________________
 GC1381  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1381  DYNAMIC HT  -         258.446 (meters)     847.92  (feet)  COMP
 GC1381  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC1381
 GC1381  VERT ORDER  -  SECOND    CLASS 0
 GC1381
 GC1381.The horizontal coordinates were scaled from a topographic map and have
 GC1381.an estimated accuracy of +/- 6 seconds.
 GC1381
 GC1381.The orthometric height was determined by differential leveling
 GC1381.and adjusted by the National Geodetic Survey in June 1991..
 GC1381
 GC1381.The geoid height was determined by GEOID03.
 GC1381
 GC1381.The dynamic height is computed by dividing the NAVD 88
 GC1381.geopotential number by the normal gravity value computed on the
 GC1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1381.degrees latitude (g = 980.6199 gals.).
 GC1381
 GC1381.The modeled gravity was interpolated from observed gravity values.
 GC1381
 GC1381;                    North         East    Units  Estimated Accuracy
 GC1381;SPC TN       -   211,890.      470,160.      MT  (+/- 180 meters Scaled)
 GC1381
 GC1381                          SUPERSEDED SURVEY CONTROL
 GC1381
 GC1381  NGVD 29 (??/??/92)  258.677  (m)          848.68   (f) ADJ UNCH    2 0
 GC1381
 GC1381.Superseded values are not recommended for survey control.
 GC1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1381.See file dsdata.txt to determine how the superseded data were derived.
 GC1381
 GC1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF600100(NAD 83)
 GC1381_MARKER: DB = BENCH MARK DISK
 GC1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1381_STAMPING: 848.962 P 22 1934
 GC1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1381+STABILITY: SURFACE MOTION
 GC1381
 GC1381  HISTORY     - Date     Condition        Report By
 GC1381  HISTORY     - 1934     MONUMENTED       CGS
 GC1381
 GC1381                          STATION DESCRIPTION
 GC1381
 GC1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1381'AT VAN LEER.
 GC1381'AT VAN LEER, DICKSON COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1381'NASHVILLE RAILROAD, 150 FEET SOUTH OF THE CROSSING OF STATE
 GC1381'HIGHWAY 49, 25 FEET WEST OF THE CENTERLINE OF THE OLD ROADBED,
 GC1381'AND 12 FEET NORTHEAST OF A SMALL HOUSE.  A STANDARD DISK, STAMPED
 GC1381'848.962 P 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1060 ***********************************************************************
 GC1060  DESIGNATION -  P 220
 GC1060  PID         -  GC1060
 GC1060  STATE/COUNTY-  TN/SUMNER
 GC1060  USGS QUAD   -  PORTLAND (1981)
 GC1060
 GC1060                         *CURRENT SURVEY CONTROL
 GC1060  ___________________________________________________________________
 GC1060* NAD 83(1986)-  36 37 12.     (N)    086 34 19.     (W)     SCALED    
 GC1060* NAVD 88     -       216.990  (meters)     711.91   (feet)  ADJUSTED  
 GC1060  ___________________________________________________________________
 GC1060  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1060  DYNAMIC HT  -         216.808 (meters)     711.31  (feet)  COMP
 GC1060  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GC1060
 GC1060  VERT ORDER  -  SECOND    CLASS 0
 GC1060
 GC1060.The horizontal coordinates were scaled from a topographic map and have
 GC1060.an estimated accuracy of +/- 6 seconds.
 GC1060
 GC1060.The orthometric height was determined by differential leveling
 GC1060.and adjusted by the National Geodetic Survey in June 1991..
 GC1060
 GC1060.The geoid height was determined by GEOID03.
 GC1060
 GC1060.The dynamic height is computed by dividing the NAVD 88
 GC1060.geopotential number by the normal gravity value computed on the
 GC1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1060.degrees latitude (g = 980.6199 gals.).
 GC1060
 GC1060.The modeled gravity was interpolated from observed gravity values.
 GC1060
 GC1060;                    North         East    Units  Estimated Accuracy
 GC1060;SPC TN       -   253,860.      548,840.      MT  (+/- 180 meters Scaled)
 GC1060
 GC1060                          SUPERSEDED SURVEY CONTROL
 GC1060
 GC1060  NGVD 29 (??/??/92)  217.070  (m)          712.17   (f) ADJ UNCH    2 0
 GC1060
 GC1060.Superseded values are not recommended for survey control.
 GC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1060.See file dsdata.txt to determine how the superseded data were derived.
 GC1060
 GC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF382528(NAD 83)
 GC1060_MARKER: DB = BENCH MARK DISK
 GC1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1060_SP_SET: BRIDGE
 GC1060_STAMPING: P 220
 GC1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1060
 GC1060  HISTORY     - Date     Condition        Report By
 GC1060  HISTORY     - UNK      MONUMENTED       CGS
 GC1060  HISTORY     - 1959     GOOD             NGS
 GC1060
 GC1060                          STATION DESCRIPTION
 GC1060
 GC1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1060'3.5 MI SW FROM MITCHELLVILLE.
 GC1060'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1060'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1060'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1060'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1060'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 0.5 MILE SOUTHWEST ON
 GC1060'U.S. HIGHWAY 31 W TO A CONCRETE BRIDGE, THE MARK IS DRILLED IN
 GC1060'TOP OF THE SOUTHEAST WINGWALL OF THE BRIDGE, 18 FT. EAST OF THE
 GC1060'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0518 ***********************************************************************
 GC0518  DESIGNATION -  P 221
 GC0518  PID         -  GC0518
 GC0518  STATE/COUNTY-  TN/SUMNER
 GC0518  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0518
 GC0518                         *CURRENT SURVEY CONTROL
 GC0518  ___________________________________________________________________
 GC0518* NAD 83(1986)-  36 20 08.     (N)    086 42 46.     (W)     SCALED    
 GC0518* NAVD 88     -       136.022  (meters)     446.27   (feet)  ADJUSTED  
 GC0518  ___________________________________________________________________
 GC0518  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC0518  DYNAMIC HT  -         135.906 (meters)     445.88  (feet)  COMP
 GC0518  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GC0518
 GC0518  VERT ORDER  -  SECOND    CLASS 0
 GC0518
 GC0518.The horizontal coordinates were scaled from a topographic map and have
 GC0518.an estimated accuracy of +/- 6 seconds.
 GC0518
 GC0518.The orthometric height was determined by differential leveling
 GC0518.and adjusted by the National Geodetic Survey in June 1991..
 GC0518
 GC0518.The geoid height was determined by GEOID03.
 GC0518
 GC0518.The dynamic height is computed by dividing the NAVD 88
 GC0518.geopotential number by the normal gravity value computed on the
 GC0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0518.degrees latitude (g = 980.6199 gals.).
 GC0518
 GC0518.The modeled gravity was interpolated from observed gravity values.
 GC0518
 GC0518;                    North         East    Units  Estimated Accuracy
 GC0518;SPC TN       -   222,380.      536,010.      MT  (+/- 180 meters Scaled)
 GC0518
 GC0518                          SUPERSEDED SURVEY CONTROL
 GC0518
 GC0518  NGVD 29 (??/??/92)  136.071  (m)          446.43   (f) ADJ UNCH    2 0
 GC0518
 GC0518.Superseded values are not recommended for survey control.
 GC0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0518.See file dsdata.txt to determine how the superseded data were derived.
 GC0518
 GC0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF257212(NAD 83)
 GC0518_MARKER: DB = BENCH MARK DISK
 GC0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0518_STAMPING: P 221 1959
 GC0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0518+STABILITY: SURFACE MOTION
 GC0518
 GC0518  HISTORY     - Date     Condition        Report By
 GC0518  HISTORY     - 1959     MONUMENTED       CGS
 GC0518  HISTORY     - 1960     GOOD             NGS
 GC0518
 GC0518                          STATION DESCRIPTION
 GC0518
 GC0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0518'2.8 MI S FROM MILLERSVILLE.
 GC0518'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO 2.0 MILES
 GC0518'SOUTH ON U.S. HIGHWAY 31 W, THENCE 0.3 MILE SOUTHEAST ON U.S.
 GC0518'HIGHWAY 31 W AND 41, THENCE 0.1 MILE NORTH ON A GRAVELED ROAD,
 GC0518'THENCE 0.35 MILE EAST ON A GRAVELED ROAD, ABOUT 110 FT. EAST OF A
 GC0518'CURVE IN THE ROAD, 36 FT. NORTH AND ACROSS THE ROAD FROM A POWER
 GC0518'LINE POLE, 22 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 1
 GC0518'FT. SOUTH OF A FENCE AND 2 FT. NORTH OF A WITNESS SIGN, A DISK
 GC0518'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 3
 GC0518'FT. ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS ABOUT 0.8 MILE
 GC0518'NORTHWEST OF B.M. Q 221.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0635 ***********************************************************************
 GC0635  DESIGNATION -  P 222
 GC0635  PID         -  GC0635
 GC0635  STATE/COUNTY-  TN/DAVIDSON
 GC0635  USGS QUAD   -  ANTIOCH (1983)
 GC0635
 GC0635                         *CURRENT SURVEY CONTROL
 GC0635  ___________________________________________________________________
 GC0635* NAD 83(1986)-  36 07 23.     (N)    086 44 33.     (W)     SCALED    
 GC0635* NAVD 88     -       169.221  (meters)     555.19   (feet)  ADJUSTED  
 GC0635  ___________________________________________________________________
 GC0635  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0635  DYNAMIC HT  -         169.076 (meters)     554.71  (feet)  COMP
 GC0635  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GC0635
 GC0635  VERT ORDER  -  SECOND    CLASS 0
 GC0635
 GC0635.The horizontal coordinates were scaled from a topographic map and have
 GC0635.an estimated accuracy of +/- 6 seconds.
 GC0635
 GC0635.The orthometric height was determined by differential leveling
 GC0635.and adjusted by the National Geodetic Survey in June 1991..
 GC0635
 GC0635.The geoid height was determined by GEOID03.
 GC0635
 GC0635.The dynamic height is computed by dividing the NAVD 88
 GC0635.geopotential number by the normal gravity value computed on the
 GC0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0635.degrees latitude (g = 980.6199 gals.).
 GC0635
 GC0635.The modeled gravity was interpolated from observed gravity values.
 GC0635
 GC0635;                    North         East    Units  Estimated Accuracy
 GC0635;SPC TN       -   198,820.      533,160.      MT  (+/- 180 meters Scaled)
 GC0635
 GC0635                          SUPERSEDED SURVEY CONTROL
 GC0635
 GC0635  NGVD 29 (??/??/92)  169.240  (m)          555.25   (f) ADJ UNCH    2 0
 GC0635
 GC0635.Superseded values are not recommended for survey control.
 GC0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0635.See file dsdata.txt to determine how the superseded data were derived.
 GC0635
 GC0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE231976(NAD 83)
 GC0635_MARKER: DB = BENCH MARK DISK
 GC0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0635_STAMPING: P 222 1960
 GC0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0635+STABILITY: SURFACE MOTION
 GC0635
 GC0635  HISTORY     - Date     Condition        Report By
 GC0635  HISTORY     - 1960     MONUMENTED       CGS
 GC0635
 GC0635                          STATION DESCRIPTION
 GC0635
 GC0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0635'AT NASHVILLE.
 GC0635'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF FOSTER AVE. AND
 GC0635'ROSE ST. IN SOUTHEAST NASHVILLE, 21 FT. EAST OF THE CENTER OF
 GC0635'FOSTER AVE., 21 FT. SOUTH OF THE CENTER OF ROSE ST., 6 FT. WEST OF
 GC0635'A TELEPHONE POLE AND 1.7 FT. SOUTH OF A WITNESS SIGN, IN THE TOP
 GC0635'OF A CONCRETE POST THAT PROJECTS 2 INCHES AND ABOUT LEVEL WITH
 GC0635'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0572 ***********************************************************************
 FD0572  DESIGNATION -  P 223
 FD0572  PID         -  FD0572
 FD0572  STATE/COUNTY-  TN/MAURY
 FD0572  USGS QUAD   -  CARTERS CREEK (1982)
 FD0572
 FD0572                         *CURRENT SURVEY CONTROL
 FD0572  ___________________________________________________________________
 FD0572* NAD 83(1986)-  35 42 07.     (N)    086 52 54.     (W)     SCALED    
 FD0572* NAVD 88     -       225.256  (meters)     739.03   (feet)  ADJUSTED  
 FD0572  ___________________________________________________________________
 FD0572  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FD0572  DYNAMIC HT  -         225.058 (meters)     738.38  (feet)  COMP
 FD0572  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FD0572
 FD0572  VERT ORDER  -  SECOND    CLASS 0
 FD0572
 FD0572.The horizontal coordinates were scaled from a topographic map and have
 FD0572.an estimated accuracy of +/- 6 seconds.
 FD0572
 FD0572.The orthometric height was determined by differential leveling
 FD0572.and adjusted by the National Geodetic Survey in June 1991..
 FD0572
 FD0572.The geoid height was determined by GEOID03.
 FD0572
 FD0572.The dynamic height is computed by dividing the NAVD 88
 FD0572.geopotential number by the normal gravity value computed on the
 FD0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0572.degrees latitude (g = 980.6199 gals.).
 FD0572
 FD0572.The modeled gravity was interpolated from observed gravity values.
 FD0572
 FD0572;                    North         East    Units  Estimated Accuracy
 FD0572;SPC TN       -   152,210.      520,210.      MT  (+/- 180 meters Scaled)
 FD0572
 FD0572                          SUPERSEDED SURVEY CONTROL
 FD0572
 FD0572  NGVD 29 (??/??/92)  225.232  (m)          738.95   (f) ADJ UNCH    2 0
 FD0572
 FD0572.Superseded values are not recommended for survey control.
 FD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0572.See file dsdata.txt to determine how the superseded data were derived.
 FD0572
 FD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE107508(NAD 83)
 FD0572_MARKER: DB = BENCH MARK DISK
 FD0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0572_STAMPING: P 223
 FD0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0572+STABILITY: SURFACE MOTION
 FD0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0572+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 FD0572
 FD0572  HISTORY     - Date     Condition        Report By
 FD0572  HISTORY     - UNK      MONUMENTED       CGS
 FD0572  HISTORY     - 1960     GOOD             NGS
 FD0572  HISTORY     - 20041206 GOOD             TVA
 FD0572
 FD0572                          STATION DESCRIPTION
 FD0572
 FD0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0572'7.3 MI SE FROM SPRING HILL.
 FD0572'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0572'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0572'31.  THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 3.7 MILES SOUTH
 FD0572'ON INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.
 FD0572'THE BENCH MARK IS ABOUT 260 FT. SOUTHEAST OF THE CENTER OF
 FD0572'INTERSTATE HIGHWAY 65, 152 FT. SOUTHWEST OF A POWER LINE POLE,
 FD0572'25 FT. NORTHEAST OF THE CENTER OF A DRIVEWAY, 21 FT. NORTHWEST
 FD0572'OF THE CENTER OF THE GRAVELED ROAD, AND 1.5 FT. EAST OF A WITNESS
 FD0572'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD0572'INCHES.
 FD0572
 FD0572                          STATION RECOVERY (2004)
 FD0572
 FD0572'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FD0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0363 ***********************************************************************
 FD0363  DESIGNATION -  P 224
 FD0363  PID         -  FD0363
 FD0363  STATE/COUNTY-  TN/MAURY
 FD0363  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0363
 FD0363                         *CURRENT SURVEY CONTROL
 FD0363  ___________________________________________________________________
 FD0363* NAD 83(1986)-  35 29 01.     (N)    086 53 16.     (W)     SCALED    
 FD0363* NAVD 88     -       255.951  (meters)     839.73   (feet)  ADJUSTED  
 FD0363  ___________________________________________________________________
 FD0363  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0363  DYNAMIC HT  -         255.722 (meters)     838.98  (feet)  COMP
 FD0363  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 FD0363
 FD0363  VERT ORDER  -  SECOND    CLASS 0
 FD0363
 FD0363.The horizontal coordinates were scaled from a topographic map and have
 FD0363.an estimated accuracy of +/- 6 seconds.
 FD0363
 FD0363.The orthometric height was determined by differential leveling
 FD0363.and adjusted by the National Geodetic Survey in June 1991..
 FD0363
 FD0363.The geoid height was determined by GEOID03.
 FD0363
 FD0363.The dynamic height is computed by dividing the NAVD 88
 FD0363.geopotential number by the normal gravity value computed on the
 FD0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0363.degrees latitude (g = 980.6199 gals.).
 FD0363
 FD0363.The modeled gravity was interpolated from observed gravity values.
 FD0363
 FD0363;                    North         East    Units  Estimated Accuracy
 FD0363;SPC TN       -   127,990.      519,440.      MT  (+/- 180 meters Scaled)
 FD0363
 FD0363                          SUPERSEDED SURVEY CONTROL
 FD0363
 FD0363  NGVD 29 (??/??/92)  255.936  (m)          839.68   (f) ADJ UNCH    2 0
 FD0363
 FD0363.Superseded values are not recommended for survey control.
 FD0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0363.See file dsdata.txt to determine how the superseded data were derived.
 FD0363
 FD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE101266(NAD 83)
 FD0363_MARKER: DB = BENCH MARK DISK
 FD0363_SETTING: 66 = SET IN ROCK OUTCROP
 FD0363_SP_SET: SET IN ROCK OUTCROP
 FD0363_STAMPING: P 224 1960
 FD0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0363+STABILITY: POSITION/ELEVATION WELL
 FD0363
 FD0363  HISTORY     - Date     Condition        Report By
 FD0363  HISTORY     - 1960     MONUMENTED       CGS
 FD0363
 FD0363                          STATION DESCRIPTION
 FD0363
 FD0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0363'2.1 MI S FROM BRYANT.
 FD0363'FROM THE BRYANT SCHOOL IN BRYANT, GO 2.1 MILES SOUTH ON A PAVED
 FD0363'ROAD.  THE BENCH MARK IS ABOUT 250 FT. NORTHEAST OF THE CENTER
 FD0363'OF INTERSTATE HIGHWAY 65, 53 FT. NORTHEAST OF A POWER LINE POLE,
 FD0363'54 FT. SOUTH OF A TELEPHONE POLE, 64 FT. SOUTHEAST OF A GRAVEL
 FD0363'ROAD, 26 FT. NORTHEAST OF THE CENTER OF THE PAVED ROAD, AND ABOUT
 FD0363'0.05 MILE NORTH OF A Y JUNCTION.  THE DISK IS CEMENTED IN A DRILL
 FD0363'HOLE IN A ROCK OUTCROP THAT IS ABOUT 3 FT. ABOVE THE LEVEL OF
 FD0363'THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0445 ***********************************************************************
 FD0445  DESIGNATION -  P 225
 FD0445  PID         -  FD0445
 FD0445  STATE/COUNTY-  TN/GILES
 FD0445  USGS QUAD   -  ELKTON (1982)
 FD0445
 FD0445                         *CURRENT SURVEY CONTROL
 FD0445  ___________________________________________________________________
 FD0445* NAD 83(1986)-  35 03 39.     (N)    086 53 01.     (W)     SCALED    
 FD0445* NAVD 88     -       186.331  (meters)     611.32   (feet)  ADJUSTED  
 FD0445  ___________________________________________________________________
 FD0445  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0445  DYNAMIC HT  -         186.157 (meters)     610.75  (feet)  COMP
 FD0445  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 FD0445
 FD0445  VERT ORDER  -  SECOND    CLASS 0
 FD0445
 FD0445.The horizontal coordinates were scaled from a topographic map and have
 FD0445.an estimated accuracy of +/- 6 seconds.
 FD0445
 FD0445.The orthometric height was determined by differential leveling
 FD0445.and adjusted by the National Geodetic Survey in June 1991..
 FD0445
 FD0445.The geoid height was determined by GEOID03.
 FD0445
 FD0445.The dynamic height is computed by dividing the NAVD 88
 FD0445.geopotential number by the normal gravity value computed on the
 FD0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0445.degrees latitude (g = 980.6199 gals.).
 FD0445
 FD0445.The modeled gravity was interpolated from observed gravity values.
 FD0445
 FD0445;                    North         East    Units  Estimated Accuracy
 FD0445;SPC TN       -    81,080.      519,390.      MT  (+/- 180 meters Scaled)
 FD0445
 FD0445                          SUPERSEDED SURVEY CONTROL
 FD0445
 FD0445  NGVD 29 (??/??/92)  186.300  (m)          611.22   (f) ADJ UNCH    2 0
 FD0445
 FD0445.Superseded values are not recommended for survey control.
 FD0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0445.See file dsdata.txt to determine how the superseded data were derived.
 FD0445
 FD0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106797(NAD 83)
 FD0445_MARKER: DB = BENCH MARK DISK
 FD0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0445_STAMPING: P 225 1960
 FD0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0445+STABILITY: SURFACE MOTION
 FD0445
 FD0445  HISTORY     - Date     Condition        Report By
 FD0445  HISTORY     - 1960     MONUMENTED       CGS
 FD0445
 FD0445                          STATION DESCRIPTION
 FD0445
 FD0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0445'1.1 MI NE FROM ELKTON.
 FD0445'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0445'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE EAST
 FD0445'ON A GRAVELED ROAD, THEN 0.5 MILE NORTH ON INTERSTATE HIGHWAY 65
 FD0445'TO THE INTERSECTION OF A PAVED ROAD.  THE BENCH MARK IS ABOUT
 FD0445'0.1 MILE NORTHEAST OF THE PROPOSED INTERSTATE HIGHWAY, 65 FT.
 FD0445'EAST OF A POWER LINE POLE, 60 FT. SOUTHEAST OF THE CENTER OF
 FD0445'THE PAVED ROAD, 19 FT. SOUTHWEST OF THE CENTER OF A GRAVEL ROAD
 FD0445'LEADING TO A HOUSE, 1 FT. NORTHWEST OF A FENCE, AND 1.8 FT.
 FD0445'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0445'CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0259 ***********************************************************************
 GC0259  DESIGNATION -  P 226
 GC0259  PID         -  GC0259
 GC0259  STATE/COUNTY-  TN/WILSON
 GC0259  USGS QUAD   -  LEBANON (1983)
 GC0259
 GC0259                         *CURRENT SURVEY CONTROL
 GC0259  ___________________________________________________________________
 GC0259* NAD 83(1986)-  36 10 54.     (N)    086 20 40.     (W)     SCALED    
 GC0259* NAVD 88     -       172.271  (meters)     565.19   (feet)  ADJUSTED  
 GC0259  ___________________________________________________________________
 GC0259  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0259  DYNAMIC HT  -         172.127 (meters)     564.72  (feet)  COMP
 GC0259  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GC0259
 GC0259  VERT ORDER  -  SECOND    CLASS 0
 GC0259
 GC0259.The horizontal coordinates were scaled from a topographic map and have
 GC0259.an estimated accuracy of +/- 6 seconds.
 GC0259
 GC0259.The orthometric height was determined by differential leveling
 GC0259.and adjusted by the National Geodetic Survey in June 1991..
 GC0259
 GC0259.The geoid height was determined by GEOID03.
 GC0259
 GC0259.The dynamic height is computed by dividing the NAVD 88
 GC0259.geopotential number by the normal gravity value computed on the
 GC0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0259.degrees latitude (g = 980.6199 gals.).
 GC0259
 GC0259.The modeled gravity was interpolated from observed gravity values.
 GC0259
 GC0259;                    North         East    Units  Estimated Accuracy
 GC0259;SPC TN       -   205,130.      569,020.      MT  (+/- 180 meters Scaled)
 GC0259
 GC0259                          SUPERSEDED SURVEY CONTROL
 GC0259
 GC0259  NGVD 29 (??/??/92)  172.329  (m)          565.38   (f) ADJ UNCH    2 0
 GC0259
 GC0259.Superseded values are not recommended for survey control.
 GC0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0259.See file dsdata.txt to determine how the superseded data were derived.
 GC0259
 GC0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF589042(NAD 83)
 GC0259_MARKER: DB = BENCH MARK DISK
 GC0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0259_STAMPING: P 226 1960
 GC0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0259+STABILITY: SURFACE MOTION
 GC0259
 GC0259  HISTORY     - Date     Condition        Report By
 GC0259  HISTORY     - 1960     MONUMENTED       CGS
 GC0259  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0259
 GC0259                          STATION DESCRIPTION
 GC0259
 GC0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0259'5.4 MI SW FROM LEBANON.
 GC0259'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0259'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 3.65 MILES WEST
 GC0259'ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 165 FT. SOUTH
 GC0259'OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 134 FT. NORTH
 GC0259'OF THE NORTHWEST CORNER OF A BARN, 74 FT. NORTH OF THE EAST GATE
 GC0259'POST IN AN EAST-WEST FENCE, 14 FT. EAST OF THE CENTER OF A TRACK
 GC0259'ROAD, 1.7 FT. EAST OF A FENCE, AND 1.9 FT. SOUTH OF A WITNESS
 GC0259'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GC0259'2 INCHES.
 GC0259
 GC0259                          STATION RECOVERY (2001)
 GC0259
 GC0259'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0259'THERE IS A QUARRY THERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0730 ***********************************************************************
 GC0730  DESIGNATION -  P 227
 GC0730  PID         -  GC0730
 GC0730  STATE/COUNTY-  TN/DAVIDSON
 GC0730  USGS QUAD   -  ANTIOCH (1983)
 GC0730
 GC0730                         *CURRENT SURVEY CONTROL
 GC0730  ___________________________________________________________________
 GC0730* NAD 83(1986)-  36 04 30.     (N)    086 41 35.     (W)     SCALED    
 GC0730* NAVD 88     -       178.601  (meters)     585.96   (feet)  ADJUSTED  
 GC0730  ___________________________________________________________________
 GC0730  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0730  DYNAMIC HT  -         178.447 (meters)     585.45  (feet)  COMP
 GC0730  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GC0730
 GC0730  VERT ORDER  -  SECOND    CLASS 0
 GC0730
 GC0730.The horizontal coordinates were scaled from a topographic map and have
 GC0730.an estimated accuracy of +/- 6 seconds.
 GC0730
 GC0730.The orthometric height was determined by differential leveling
 GC0730.and adjusted by the National Geodetic Survey in June 1991..
 GC0730
 GC0730.The geoid height was determined by GEOID03.
 GC0730
 GC0730.The dynamic height is computed by dividing the NAVD 88
 GC0730.geopotential number by the normal gravity value computed on the
 GC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0730.degrees latitude (g = 980.6199 gals.).
 GC0730
 GC0730.The modeled gravity was interpolated from observed gravity values.
 GC0730
 GC0730;                    North         East    Units  Estimated Accuracy
 GC0730;SPC TN       -   193,460.      537,570.      MT  (+/- 180 meters Scaled)
 GC0730
 GC0730                          SUPERSEDED SURVEY CONTROL
 GC0730
 GC0730  NGVD 29 (??/??/92)  178.624  (m)          586.04   (f) ADJ UNCH    2 0
 GC0730
 GC0730.Superseded values are not recommended for survey control.
 GC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0730.See file dsdata.txt to determine how the superseded data were derived.
 GC0730
 GC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE276923(NAD 83)
 GC0730_MARKER: DB = BENCH MARK DISK
 GC0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0730_STAMPING: P 227 1960
 GC0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0730+STABILITY: SURFACE MOTION
 GC0730
 GC0730  HISTORY     - Date     Condition        Report By
 GC0730  HISTORY     - 1960     MONUMENTED       CGS
 GC0730  HISTORY     - 1968     MARK NOT FOUND   USGS
 GC0730
 GC0730                          STATION DESCRIPTION
 GC0730
 GC0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0730'2 MI NW FROM ANTIOCH.
 GC0730'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0730'FOR 0.1 MILE, THEN 1.9 MILES NORTHWEST ON INTERSTATE HIGHWAY 24
 GC0730'TO THE INTERSECTION OF EZELL ROAD.  THE BENCH MARK IS SET IN THE
 GC0730'WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 24 NOW UNDER CONSTRUCTION,
 GC0730'93 FT. WEST OF EZELL ROAD, 33 FT. EAST OF POWER LINE POLE NO.
 GC0730'11744-50, AND 1.7 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 GC0730'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL
 GC0730'WITH THE HIGHWAY.
 GC0730
 GC0730                          STATION RECOVERY (1968)
 GC0730
 GC0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GC0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0090 ***********************************************************************
 FD0090  DESIGNATION -  P 228
 FD0090  PID         -  FD0090
 FD0090  STATE/COUNTY-  TN/RUTHERFORD
 FD0090  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0090
 FD0090                         *CURRENT SURVEY CONTROL
 FD0090  ___________________________________________________________________
 FD0090* NAD 83(1986)-  35 42 46.     (N)    086 18 55.     (W)     SCALED    
 FD0090* NAVD 88     -       210.558  (meters)     690.81   (feet)  ADJUSTED  
 FD0090  ___________________________________________________________________
 FD0090  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0090  DYNAMIC HT  -         210.367 (meters)     690.18  (feet)  COMP
 FD0090  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 FD0090
 FD0090  VERT ORDER  -  SECOND    CLASS 0
 FD0090
 FD0090.The horizontal coordinates were scaled from a topographic map and have
 FD0090.an estimated accuracy of +/- 6 seconds.
 FD0090
 FD0090.The orthometric height was determined by differential leveling
 FD0090.and adjusted by the National Geodetic Survey in June 1991..
 FD0090
 FD0090.The geoid height was determined by GEOID03.
 FD0090
 FD0090.The dynamic height is computed by dividing the NAVD 88
 FD0090.geopotential number by the normal gravity value computed on the
 FD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0090.degrees latitude (g = 980.6199 gals.).
 FD0090
 FD0090.The modeled gravity was interpolated from observed gravity values.
 FD0090
 FD0090;                    North         East    Units  Estimated Accuracy
 FD0090;SPC TN       -   153,090.      571,470.      MT  (+/- 180 meters Scaled)
 FD0090
 FD0090                          SUPERSEDED SURVEY CONTROL
 FD0090
 FD0090  NGVD 29 (??/??/92)  210.563  (m)          690.82   (f) ADJ UNCH    2 0
 FD0090
 FD0090.Superseded values are not recommended for survey control.
 FD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0090.See file dsdata.txt to determine how the superseded data were derived.
 FD0090
 FD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE619523(NAD 83)
 FD0090_MARKER: DB = BENCH MARK DISK
 FD0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0090_STAMPING: P 228 1960
 FD0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0090+STABILITY: SURFACE MOTION
 FD0090
 FD0090  HISTORY     - Date     Condition        Report By
 FD0090  HISTORY     - 1960     MONUMENTED       CGS
 FD0090
 FD0090                          STATION DESCRIPTION
 FD0090
 FD0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0090'8.2 MI NW FROM BEECH GROVE.
 FD0090'FROM THE POST OFFICE IN BEECH GROVE, GO 6.45 MILES NORTHWEST ON
 FD0090'U.S. HIGHWAY 41, THEN 1.0 MILE WEST ON A GRAVELED ROAD, THEN 0.6
 FD0090'MILE NORTH ON A GRAVELED ROAD TO A SHARP CURVE AND A TRACK ROAD
 FD0090'LEADING NORTH, FOLLOW THE TRACK ROAD NORTH AND EAST FOR 0.25 MILE.
 FD0090'THE BENCH MARK IS 8 FT. NORTH OF THE CENTER OF THE TRACK ROAD,
 FD0090'9 FT. EAST OF A 24-INCH CEDAR TREE, 1 FT. SOUTH OF A FENCE,
 FD0090'AND 1.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FD0090'A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH
 FD0090'THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0113 ***********************************************************************
 FD0113  DESIGNATION -  P 229
 FD0113  PID         -  FD0113
 FD0113  STATE/COUNTY-  TN/BEDFORD
 FD0113  USGS QUAD   -  WARTRACE (1980)
 FD0113
 FD0113                         *CURRENT SURVEY CONTROL
 FD0113  ___________________________________________________________________
 FD0113* NAD 83(1986)-  35 33 04.     (N)    086 18 18.     (W)     SCALED    
 FD0113* NAVD 88     -       287.746  (meters)     944.05   (feet)  ADJUSTED  
 FD0113  ___________________________________________________________________
 FD0113  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD0113  DYNAMIC HT  -         287.481 (meters)     943.18  (feet)  COMP
 FD0113  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 FD0113
 FD0113  VERT ORDER  -  SECOND    CLASS 0
 FD0113
 FD0113.The horizontal coordinates were scaled from a topographic map and have
 FD0113.an estimated accuracy of +/- 6 seconds.
 FD0113
 FD0113.The orthometric height was determined by differential leveling
 FD0113.and adjusted by the National Geodetic Survey in June 1991..
 FD0113
 FD0113.The geoid height was determined by GEOID03.
 FD0113
 FD0113.The dynamic height is computed by dividing the NAVD 88
 FD0113.geopotential number by the normal gravity value computed on the
 FD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0113.degrees latitude (g = 980.6199 gals.).
 FD0113
 FD0113.The modeled gravity was interpolated from observed gravity values.
 FD0113
 FD0113;                    North         East    Units  Estimated Accuracy
 FD0113;SPC TN       -   135,160.      572,350.      MT  (+/- 180 meters Scaled)
 FD0113
 FD0113                          SUPERSEDED SURVEY CONTROL
 FD0113
 FD0113  NGVD 29 (??/??/92)  287.744  (m)          944.04   (f) ADJ UNCH    2 0
 FD0113
 FD0113.Superseded values are not recommended for survey control.
 FD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0113.See file dsdata.txt to determine how the superseded data were derived.
 FD0113
 FD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE629343(NAD 83)
 FD0113_MARKER: DB = BENCH MARK DISK
 FD0113_SETTING: 66 = SET IN ROCK OUTCROP
 FD0113_SP_SET: BEDROCK
 FD0113_STAMPING: P 229 1960
 FD0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0113+STABILITY: POSITION/ELEVATION WELL
 FD0113
 FD0113  HISTORY     - Date     Condition        Report By
 FD0113  HISTORY     - 1960     MONUMENTED       CGS
 FD0113
 FD0113                          STATION DESCRIPTION
 FD0113
 FD0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0113'3 MI NW FROM WARTRACE.
 FD0113'FROM THE RAILROAD DEPOT IN WARTRACE, GO 3.0 MILES NORTHWEST ON
 FD0113'STATE HIGHWAY 64.  THE BENCH MARK IS AT THE CREST OF A HILL,
 FD0113'46 FT. SOUTH OF THE CENTER OF STATE HIGHWAY 64, 32 FT. NORTH
 FD0113'OF THE CENTER OF A PRIVATE DRIVE, 29 FT. EAST OF THE CENTER OF
 FD0113'A PRIVATE DRIVE, 28 FT. WEST OF A GUY WIRE POLE FOR A POWER
 FD0113'LINE POLE, AND 11.4 FT. NORTH OF A WITNESS SIGN NAILED TO A
 FD0113'TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FD0113'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0284 ***********************************************************************
 GD0284  DESIGNATION -  P 23
 GD0284  PID         -  GD0284
 GD0284  STATE/COUNTY-  TN/WEAKLEY
 GD0284  USGS QUAD   -  MC KENZIE (1985)
 GD0284
 GD0284                         *CURRENT SURVEY CONTROL
 GD0284  ___________________________________________________________________
 GD0284* NAD 83(1986)-  36 08 34.     (N)    088 32 07.     (W)     SCALED    
 GD0284* NAVD 88     -       143.990  (meters)     472.41   (feet)  ADJUSTED  
 GD0284  ___________________________________________________________________
 GD0284  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0284  DYNAMIC HT  -         143.870 (meters)     472.01  (feet)  COMP
 GD0284  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GD0284
 GD0284  VERT ORDER  -  SECOND    CLASS 0
 GD0284
 GD0284.The horizontal coordinates were scaled from a topographic map and have
 GD0284.an estimated accuracy of +/- 6 seconds.
 GD0284
 GD0284.The orthometric height was determined by differential leveling
 GD0284.and adjusted by the National Geodetic Survey in June 1991..
 GD0284
 GD0284.The geoid height was determined by GEOID03.
 GD0284
 GD0284.The dynamic height is computed by dividing the NAVD 88
 GD0284.geopotential number by the normal gravity value computed on the
 GD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0284.degrees latitude (g = 980.6199 gals.).
 GD0284
 GD0284.The modeled gravity was interpolated from observed gravity values.
 GD0284
 GD0284;                    North         East    Units  Estimated Accuracy
 GD0284;SPC TN       -   203,710.      371,860.      MT  (+/- 180 meters Scaled)
 GD0284
 GD0284                          SUPERSEDED SURVEY CONTROL
 GD0284
 GD0284  NGVD 29 (??/??/??)  144.038  (m)          472.56   (f) ADJUSTED    2 0
 GD0284
 GD0284.Superseded values are not recommended for survey control.
 GD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0284.See file dsdata.txt to determine how the superseded data were derived.
 GD0284
 GD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF618008(NAD 83)
 GD0284_MARKER: DB = BENCH MARK DISK
 GD0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0284_STAMPING: P 23 1934 472.689
 GD0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0284+STABILITY: SURFACE MOTION
 GD0284
 GD0284  HISTORY     - Date     Condition        Report By
 GD0284  HISTORY     - 1934     MONUMENTED       CGS
 GD0284  HISTORY     - 1967     GOOD             CGS
 GD0284  HISTORY     - 20020826 MARK NOT FOUND   USACE
 GD0284
 GD0284                          STATION DESCRIPTION
 GD0284
 GD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0284'1.2 MI NW FROM MC KENZIE.
 GD0284'IT IS NOW IN THE FARM YARD OF PROPERTY OWNED BY MR. HOWARD BRANON
 GD0284'ABOUT 12 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0284'RAILROAD FROM THE STATION IN MC KENZIE, 393 FEET SOUTHEAST OF
 GD0284'MILEPOST 118, 96.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GD0284'OF A HOUSE, 71 FEET EAST OF A LARGE CONCRETE SILO, 67 FEET
 GD0284'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 50 FEET
 GD0284'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF Y IN THE DRIVEWAYS,
 GD0284'AND 14 FEET NORTHWEST OF A POWERLINE TRANSFORMER POLE.  NO WITNESS
 GD0284'POST WAS SET BECAUSE OF THE LOCATION OF THE MARK IN A LAWN
 GD0284'AREA.  A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD0284'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE CONCRETE MARK IS
 GD0284'PAINTED WHITE.
 GD0284
 GD0284                          STATION RECOVERY (2002)
 GD0284
 GD0284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0284'DOZER WORK HAS BEEN DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1763 ***********************************************************************
 GB1763  DESIGNATION -  P 230
 GB1763  PID         -  GB1763
 GB1763  STATE/COUNTY-  TN/PUTNAM
 GB1763  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1763
 GB1763                         *CURRENT SURVEY CONTROL
 GB1763  ___________________________________________________________________
 GB1763* NAD 83(1986)-  36 07 35.     (N)    085 46 41.     (W)     SCALED    
 GB1763* NAVD 88     -       193.404  (meters)     634.53   (feet)  ADJUSTED  
 GB1763  ___________________________________________________________________
 GB1763  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB1763  DYNAMIC HT  -         193.235 (meters)     633.97  (feet)  COMP
 GB1763  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 GB1763
 GB1763  VERT ORDER  -  SECOND    CLASS 0
 GB1763
 GB1763.The horizontal coordinates were scaled from a topographic map and have
 GB1763.an estimated accuracy of +/- 6 seconds.
 GB1763
 GB1763.The orthometric height was determined by differential leveling
 GB1763.and adjusted by the National Geodetic Survey in June 1991..
 GB1763
 GB1763.The geoid height was determined by GEOID03.
 GB1763
 GB1763.The dynamic height is computed by dividing the NAVD 88
 GB1763.geopotential number by the normal gravity value computed on the
 GB1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1763.degrees latitude (g = 980.6199 gals.).
 GB1763
 GB1763.The modeled gravity was interpolated from observed gravity values.
 GB1763
 GB1763;                    North         East    Units  Estimated Accuracy
 GB1763;SPC TN       -   198,960.      619,980.      MT  (+/- 180 meters Scaled)
 GB1763
 GB1763                          SUPERSEDED SURVEY CONTROL
 GB1763
 GB1763  NGVD 29 (??/??/92)  193.472  (m)          634.75   (f) ADJ UNCH    2 0
 GB1763
 GB1763.Superseded values are not recommended for survey control.
 GB1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1763.See file dsdata.txt to determine how the superseded data were derived.
 GB1763
 GB1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE099986(NAD 83)
 GB1763_MARKER: DB = BENCH MARK DISK
 GB1763_SETTING: 66 = SET IN ROCK OUTCROP
 GB1763_SP_SET: BEDROCK
 GB1763_STAMPING: P 230 1960
 GB1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1763+STABILITY: POSITION/ELEVATION WELL
 GB1763
 GB1763  HISTORY     - Date     Condition        Report By
 GB1763  HISTORY     - 1960     MONUMENTED       CGS
 GB1763
 GB1763                          STATION DESCRIPTION
 GB1763
 GB1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1763'1.2 MI SE FROM BUFFALO VALLEY.
 GB1763'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1 MILE,
 GB1763'THEN 0.2 MILE NORTH ON A PAVED ROAD, THEN 0.95 MILE SOUTHEAST
 GB1763'ON INTERSTATE HIGHWAY 40 TO A CURVE IN THE ROAD.  THIS BENCH
 GB1763'MARK IS ABOUT 63 FT. SOUTHWEST OF THE CENTER OF THE SOUTHEAST
 GB1763'BOUND TRAFFIC LANE, 28 FT. SOUTH OF THE CORNER OF A ROCK LEDGE
 GB1763'AT THE SOUTHEAST END OF A CUT.  THE DISK IS CEMENTED IN A LARGE
 GB1763'OUTCROPPING BEDROCK AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1728 ***********************************************************************
 GB1728  DESIGNATION -  P 231
 GB1728  PID         -  GB1728
 GB1728  STATE/COUNTY-  TN/CUMBERLAND
 GB1728  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1728
 GB1728                         *CURRENT SURVEY CONTROL
 GB1728  ___________________________________________________________________
 GB1728* NAD 83(1986)-  36 02 51.     (N)    085 08 20.     (W)     SCALED    
 GB1728* NAVD 88     -       592.655  (meters)    1944.40   (feet)  ADJUSTED  
 GB1728  ___________________________________________________________________
 GB1728  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GB1728  DYNAMIC HT  -         592.105 (meters)    1942.60  (feet)  COMP
 GB1728  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 GB1728
 GB1728  VERT ORDER  -  SECOND    CLASS 0
 GB1728
 GB1728.The horizontal coordinates were scaled from a topographic map and have
 GB1728.an estimated accuracy of +/- 6 seconds.
 GB1728
 GB1728.The orthometric height was determined by differential leveling
 GB1728.and adjusted by the National Geodetic Survey in June 1991..
 GB1728
 GB1728.The geoid height was determined by GEOID03.
 GB1728
 GB1728.The dynamic height is computed by dividing the NAVD 88
 GB1728.geopotential number by the normal gravity value computed on the
 GB1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1728.degrees latitude (g = 980.6199 gals.).
 GB1728
 GB1728.The modeled gravity was interpolated from observed gravity values.
 GB1728
 GB1728;                    North         East    Units  Estimated Accuracy
 GB1728;SPC TN       -   190,530.      677,590.      MT  (+/- 180 meters Scaled)
 GB1728
 GB1728                          SUPERSEDED SURVEY CONTROL
 GB1728
 GB1728  NGVD 29 (??/??/92)  592.691  (m)         1944.52   (f) ADJ UNCH    2 0
 GB1728
 GB1728.Superseded values are not recommended for survey control.
 GB1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1728.See file dsdata.txt to determine how the superseded data were derived.
 GB1728
 GB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE676908(NAD 83)
 GB1728_MARKER: DB = BENCH MARK DISK
 GB1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1728_STAMPING: P 231 1960
 GB1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1728+STABILITY: SURFACE MOTION
 GB1728
 GB1728  HISTORY     - Date     Condition        Report By
 GB1728  HISTORY     - 1960     MONUMENTED       CGS
 GB1728
 GB1728                          STATION DESCRIPTION
 GB1728
 GB1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1728'3.7 MI E FROM MAYLAND.
 GB1728'FROM THE POST OFFICE IN MAYLAND, GO 1.35 MILES EAST ON U.S.
 GB1728'HIGHWAY 70N, THEN 0.8 MILE NORTH AND EAST ON A GRAVELED ROAD TO
 GB1728'A Y JUNCTION, THEN 0.25 MILE SOUTHEAST ON A GRAVELED ROAD, THEN
 GB1728'0.7 MILE EAST ON A PAVED ROAD, THEN 0.6 MILE EAST ON INTERSTATE
 GB1728'HIGHWAY 40 TO A DIM TRACK ROAD.  THE BENCH MARK IS 0.1 MILE SOUTH
 GB1728'OF ROAD TO A FIRE TOWER, 12 FT. SOUTHEAST OF THE TRACK ROAD, 11
 GB1728'FT. WEST OF A 14-INCH TREE, AND 1.8 FT. SOUTHWEST OF A WITNESS
 GB1728'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 GB1728'INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE TRACK ROAD.
 GB1728'NOTE-- THIS MARK IS ABOUT 3.1 MILES NORTHWEST ALONG INTERSTATE
 GB1728'HIGHWAY 40 FROM TABOR 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0816 ***********************************************************************
 FC0816  DESIGNATION -  P 232
 FC0816  PID         -  FC0816
 FC0816  STATE/COUNTY-  TN/CUMBERLAND
 FC0816  USGS QUAD   -  OZONE (1989)
 FC0816
 FC0816                         *CURRENT SURVEY CONTROL
 FC0816  ___________________________________________________________________
 FC0816* NAD 83(1986)-  35 52 57.     (N)    084 48 35.     (W)     SCALED    
 FC0816* NAVD 88     -       501.752  (meters)    1646.16   (feet)  ADJUSTED  
 FC0816  ___________________________________________________________________
 FC0816  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC0816  DYNAMIC HT  -         501.279 (meters)    1644.61  (feet)  COMP
 FC0816  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 FC0816
 FC0816  VERT ORDER  -  SECOND    CLASS 0
 FC0816
 FC0816.The horizontal coordinates were scaled from a topographic map and have
 FC0816.an estimated accuracy of +/- 6 seconds.
 FC0816
 FC0816.The orthometric height was determined by differential leveling
 FC0816.and adjusted by the National Geodetic Survey in June 1991..
 FC0816
 FC0816.The geoid height was determined by GEOID03.
 FC0816
 FC0816.The dynamic height is computed by dividing the NAVD 88
 FC0816.geopotential number by the normal gravity value computed on the
 FC0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0816.degrees latitude (g = 980.6199 gals.).
 FC0816
 FC0816.The modeled gravity was interpolated from observed gravity values.
 FC0816
 FC0816;                    North         East    Units  Estimated Accuracy
 FC0816;SPC TN       -   172,530.      707,470.      MT  (+/- 180 meters Scaled)
 FC0816
 FC0816                          SUPERSEDED SURVEY CONTROL
 FC0816
 FC0816  NGVD 29 (??/??/92)  501.837  (m)         1646.44   (f) ADJ UNCH    2 0
 FC0816
 FC0816.Superseded values are not recommended for survey control.
 FC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0816.See file dsdata.txt to determine how the superseded data were derived.
 FC0816
 FC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977731(NAD 83)
 FC0816_MARKER: DB = BENCH MARK DISK
 FC0816_SETTING: 66 = SET IN ROCK OUTCROP
 FC0816_SP_SET: ROCK OUTCROP
 FC0816_STAMPING: P 232 1960
 FC0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0816+STABILITY: POSITION/ELEVATION WELL
 FC0816
 FC0816  HISTORY     - Date     Condition        Report By
 FC0816  HISTORY     - 1960     MONUMENTED       CGS
 FC0816  HISTORY     - 1973     GOOD             TVA
 FC0816
 FC0816                          STATION DESCRIPTION
 FC0816
 FC0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0816'AT OZONE.
 FC0816'THIS BENCH MARK IS LOCATED AT THE ONLY RAILROAD CROSSING IN OZONE,
 FC0816'44 FT. NORTH OF THE CENTER OF THE CROSSING, 42 FT. NORTHEAST
 FC0816'OF THE CENTER OF A BLACK TOP ROAD, 13.5 FT. NORTHWEST OF THE NORTH
 FC0816'RAIL, AND 8 FT SOUTHEAST OF A WITNESS SIGN.  THE DISK IS CEMENTED
 FC0816'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT LEVEL WITH THE TRACK.
 FC0816
 FC0816                          STATION RECOVERY (1973)
 FC0816
 FC0816'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0197 ***********************************************************************
 FC0197  DESIGNATION -  P 233
 FC0197  PID         -  FC0197
 FC0197  STATE/COUNTY-  TN/ROANE
 FC0197  USGS QUAD   -  CAVE CREEK (1989)
 FC0197
 FC0197                         *CURRENT SURVEY CONTROL
 FC0197  ___________________________________________________________________
 FC0197* NAD 83(1986)-  35 51 58.     (N)    084 23 12.     (W)     SCALED    
 FC0197* NAVD 88     -       240.473  (meters)     788.95   (feet)  ADJUSTED  
 FC0197  ___________________________________________________________________
 FC0197  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0197  DYNAMIC HT  -         240.244 (meters)     788.20  (feet)  COMP
 FC0197  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FC0197
 FC0197  VERT ORDER  -  SECOND    CLASS 0
 FC0197
 FC0197.The horizontal coordinates were scaled from a topographic map and have
 FC0197.an estimated accuracy of +/- 6 seconds.
 FC0197
 FC0197.The orthometric height was determined by differential leveling
 FC0197.and adjusted by the National Geodetic Survey in June 1991..
 FC0197
 FC0197.The geoid height was determined by GEOID03.
 FC0197
 FC0197.The dynamic height is computed by dividing the NAVD 88
 FC0197.geopotential number by the normal gravity value computed on the
 FC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0197.degrees latitude (g = 980.6199 gals.).
 FC0197
 FC0197.The modeled gravity was interpolated from observed gravity values.
 FC0197
 FC0197;                    North         East    Units  Estimated Accuracy
 FC0197;SPC TN       -   171,260.      745,700.      MT  (+/- 180 meters Scaled)
 FC0197
 FC0197                          SUPERSEDED SURVEY CONTROL
 FC0197
 FC0197  NGVD 29 (??/??/92)  240.581  (m)          789.31   (f) ADJ UNCH    2 0
 FC0197
 FC0197.Superseded values are not recommended for survey control.
 FC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0197.See file dsdata.txt to determine how the superseded data were derived.
 FC0197
 FC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE359722(NAD 83)
 FC0197_MARKER: DB = BENCH MARK DISK
 FC0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0197_SP_SET: OVERPASS
 FC0197_STAMPING: P 233 1960
 FC0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0197
 FC0197  HISTORY     - Date     Condition        Report By
 FC0197  HISTORY     - 1960     MONUMENTED       CGS
 FC0197
 FC0197                          STATION DESCRIPTION
 FC0197
 FC0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0197'8.1 MI SE FROM KINGSTON.
 FC0197'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0197'FOR 0.8 MILE, THEN 7.3 MILES SOUTHEAST ON INTERSTATE HIGHWAY 40
 FC0197'TO AN OVER PASS OVER INTERSTATE 40.  THE BENCH MARK DISK IS
 FC0197'CEMENTED VERTICALLY IN A DRILL HOLE IN THE NORTH FACE OF THE
 FC0197'SOUTHERN MOST PILLAR OF THE OVERPASS, AND IS ABOUT 3 FT. ABOVE
 FC0197'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0246 ***********************************************************************
 FC0246  DESIGNATION -  P 234
 FC0246  PID         -  FC0246
 FC0246  STATE/COUNTY-  TN/KNOX
 FC0246  USGS QUAD   -  BEARDEN (1990)
 FC0246
 FC0246                         *CURRENT SURVEY CONTROL
 FC0246  ___________________________________________________________________
 FC0246* NAD 83(1986)-  35 56 01.     (N)    084 01 11.     (W)     SCALED    
 FC0246* NAVD 88     -       288.327  (meters)     945.95   (feet)  ADJUSTED  
 FC0246  ___________________________________________________________________
 FC0246  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0246  DYNAMIC HT  -         288.058 (meters)     945.07  (feet)  COMP
 FC0246  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0246
 FC0246  VERT ORDER  -  SECOND    CLASS 0
 FC0246
 FC0246.The horizontal coordinates were scaled from a topographic map and have
 FC0246.an estimated accuracy of +/- 6 seconds.
 FC0246
 FC0246.The orthometric height was determined by differential leveling
 FC0246.and adjusted by the National Geodetic Survey in June 1991..
 FC0246
 FC0246.The geoid height was determined by GEOID03.
 FC0246
 FC0246.The dynamic height is computed by dividing the NAVD 88
 FC0246.geopotential number by the normal gravity value computed on the
 FC0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0246.degrees latitude (g = 980.6199 gals.).
 FC0246
 FC0246.The modeled gravity was interpolated from observed gravity values.
 FC0246
 FC0246;                    North         East    Units  Estimated Accuracy
 FC0246;SPC TN       -   179,360.      778,680.      MT  (+/- 180 meters Scaled)
 FC0246
 FC0246                          SUPERSEDED SURVEY CONTROL
 FC0246
 FC0246  NGVD 29 (??/??/92)  288.457  (m)          946.38   (f) ADJ UNCH    2 0
 FC0246
 FC0246.Superseded values are not recommended for survey control.
 FC0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0246.See file dsdata.txt to determine how the superseded data were derived.
 FC0246
 FC0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE688806(NAD 83)
 FC0246_MARKER: DB = BENCH MARK DISK
 FC0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0246_SP_SET: CULVERT
 FC0246_STAMPING: P 234 1960
 FC0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0246
 FC0246  HISTORY     - Date     Condition        Report By
 FC0246  HISTORY     - 1960     MONUMENTED       CGS
 FC0246  HISTORY     - 1982     GOOD             LOCENG
 FC0246
 FC0246                          STATION DESCRIPTION
 FC0246
 FC0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0246'2.8 MI W FROM BEARDEN.
 FC0246'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0246'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 1.0 MILE WEST
 FC0246'ON INTERSTATE HIGHWAY.  THE BENCH MARK IS ABOUT 0.2 MILE EAST
 FC0246'OF AN OVERPASS OVER A PAVED ROAD.  THE DISK IS CEMENTED IN A
 FC0246'DRILL HOLE IN TOP OF THE SOUTH SIDE OF A 4 BY 4 CONCRETE CULVERT
 FC0246'DRAIN LOCATED BETWEEN THE TWO TRAFFIC LANES OF INTERSTATE 40 AND
 FC0246'IS ABOUT LEVEL WITH THE ROAD.
 FC0246
 FC0246                          STATION RECOVERY (1982)
 FC0246
 FC0246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0246''THE CONTROL POINT IS 205 FT. WEST OF MILE MARKER 382 ALONG I-40
 FC0246'EASTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0687 ***********************************************************************
 GB0687  DESIGNATION -  P 235
 GB0687  PID         -  GB0687
 GB0687  STATE/COUNTY-  TN/ANDERSON
 GB0687  USGS QUAD   -  POWELL (1976)
 GB0687
 GB0687                         *CURRENT SURVEY CONTROL
 GB0687  ___________________________________________________________________
 GB0687* NAD 83(1986)-  36 06 54.     (N)    084 01 37.     (W)     SCALED    
 GB0687* NAVD 88     -       336.619  (meters)    1104.39   (feet)  ADJUSTED  
 GB0687  ___________________________________________________________________
 GB0687  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB0687  DYNAMIC HT  -         336.310 (meters)    1103.38  (feet)  COMP
 GB0687  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GB0687
 GB0687  VERT ORDER  -  SECOND    CLASS 0
 GB0687
 GB0687.The horizontal coordinates were scaled from a topographic map and have
 GB0687.an estimated accuracy of +/- 6 seconds.
 GB0687
 GB0687.The orthometric height was determined by differential leveling
 GB0687.and adjusted by the National Geodetic Survey in June 1991..
 GB0687
 GB0687.The geoid height was determined by GEOID03.
 GB0687
 GB0687.The dynamic height is computed by dividing the NAVD 88
 GB0687.geopotential number by the normal gravity value computed on the
 GB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0687.degrees latitude (g = 980.6199 gals.).
 GB0687
 GB0687.The modeled gravity was interpolated from observed gravity values.
 GB0687
 GB0687;                    North         East    Units  Estimated Accuracy
 GB0687;SPC TN       -   199,470.      777,620.      MT  (+/- 180 meters Scaled)
 GB0687
 GB0687                          SUPERSEDED SURVEY CONTROL
 GB0687
 GB0687  NGVD 29 (??/??/92)  336.729  (m)         1104.75   (f) ADJ UNCH    2 0
 GB0687
 GB0687.Superseded values are not recommended for survey control.
 GB0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0687.See file dsdata.txt to determine how the superseded data were derived.
 GB0687
 GB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF676007(NAD 83)
 GB0687_MARKER: DB = BENCH MARK DISK
 GB0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0687_STAMPING: P 235 1961
 GB0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0687+STABILITY: SURFACE MOTION
 GB0687
 GB0687  HISTORY     - Date     Condition        Report By
 GB0687  HISTORY     - 1961     MONUMENTED       CGS
 GB0687  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0687
 GB0687                          STATION DESCRIPTION
 GB0687
 GB0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0687'8.7 MI S FROM NORRIS.
 GB0687'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0687'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0687'THEN 4.3 MILES SOUTHEAST OF A GRAVELED ROAD TO A Y JUNCTION, THEN
 GB0687'GO 0.5 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 0.9 MILE SOUTHEAST
 GB0687'ON A GRAVELED ROAD TO A SHARP CURVE.  THE BENCH MARK IS ON THE
 GB0687'OUTSIDE OF THE CURVE, ABOUT 200 FT. NORTHEAST OF INTERSTATE
 GB0687'HIGHWAY 75, 24 FT. NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 GB0687'8 FT. NORTHEAST OF A 20-INCH TREE STUMP, AND 3.1 FT. NORTH OF A
 GB0687'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB0687'5 INCHES AND ABOUT LEVEL WITH THE ROAD.
 GB0687
 GB0687                          STATION RECOVERY (1973)
 GB0687
 GB0687'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0724 ***********************************************************************
 GB0724  DESIGNATION -  P 236
 GB0724  PID         -  GB0724
 GB0724  STATE/COUNTY-  TN/CAMPBELL
 GB0724  USGS QUAD   -  JACKSBORO (1991)
 GB0724
 GB0724                         *CURRENT SURVEY CONTROL
 GB0724  ___________________________________________________________________
 GB0724* NAD 83(1986)-  36 17 56.     (N)    084 13 08.     (W)     SCALED    
 GB0724* NAVD 88     -       320.435  (meters)    1051.29   (feet)  ADJUSTED  
 GB0724  ___________________________________________________________________
 GB0724  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB0724  DYNAMIC HT  -         320.152 (meters)    1050.37  (feet)  COMP
 GB0724  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 GB0724
 GB0724  VERT ORDER  -  SECOND    CLASS 0
 GB0724
 GB0724.The horizontal coordinates were scaled from a topographic map and have
 GB0724.an estimated accuracy of +/- 6 seconds.
 GB0724
 GB0724.The orthometric height was determined by differential leveling
 GB0724.and adjusted by the National Geodetic Survey in June 1991..
 GB0724
 GB0724.The geoid height was determined by GEOID03.
 GB0724
 GB0724.The dynamic height is computed by dividing the NAVD 88
 GB0724.geopotential number by the normal gravity value computed on the
 GB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0724.degrees latitude (g = 980.6199 gals.).
 GB0724
 GB0724.The modeled gravity was interpolated from observed gravity values.
 GB0724
 GB0724;                    North         East    Units  Estimated Accuracy
 GB0724;SPC TN       -   219,540.      759,970.      MT  (+/- 180 meters Scaled)
 GB0724
 GB0724                          SUPERSEDED SURVEY CONTROL
 GB0724
 GB0724  NGVD 29 (??/??/92)  320.539  (m)         1051.63   (f) ADJ UNCH    2 0
 GB0724
 GB0724.Superseded values are not recommended for survey control.
 GB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0724.See file dsdata.txt to determine how the superseded data were derived.
 GB0724
 GB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF497206(NAD 83)
 GB0724_MARKER: DB = BENCH MARK DISK
 GB0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0724_SP_SET: FLAG POLE FOUNDATION
 GB0724_STAMPING: P 236 1961
 GB0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0724
 GB0724  HISTORY     - Date     Condition        Report By
 GB0724  HISTORY     - 1961     MONUMENTED       CGS
 GB0724  HISTORY     - 1973     GOOD             TVA
 GB0724
 GB0724                          STATION DESCRIPTION
 GB0724
 GB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0724'AT CARYVILLE.
 GB0724'THIS BENCH MARK IS IN THE SCHOOL YARD OF THE CARYVILLE JR. HIGH
 GB0724'SCHOOL IN CARYVILLE, 68 FT. EAST OF THE ENTRANCE TO THE HIGH
 GB0724'SCHOOL.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB0724'NORTHWEST CORNER OF THE FLAG POLE FOUNDATION.
 GB0724
 GB0724                          STATION RECOVERY (1973)
 GB0724
 GB0724'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2022 ***********************************************************************
 GA2022  DESIGNATION -  P 237
 GA2022  PID         -  GA2022
 GA2022  STATE/COUNTY-  TN/JEFFERSON
 GA2022  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2022
 GA2022                         *CURRENT SURVEY CONTROL
 GA2022  ___________________________________________________________________
 GA2022* NAD 83(1986)-  36 01 14.     (N)    083 29 11.     (W)     SCALED    
 GA2022* NAVD 88     -       346.293  (meters)    1136.13   (feet)  ADJUSTED  
 GA2022  ___________________________________________________________________
 GA2022  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2022  DYNAMIC HT  -         345.971 (meters)    1135.07  (feet)  COMP
 GA2022  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 GA2022
 GA2022  VERT ORDER  -  SECOND    CLASS 0
 GA2022
 GA2022.The horizontal coordinates were scaled from a topographic map and have
 GA2022.an estimated accuracy of +/- 6 seconds.
 GA2022
 GA2022.The orthometric height was determined by differential leveling
 GA2022.and adjusted by the National Geodetic Survey in June 1991..
 GA2022
 GA2022.The geoid height was determined by GEOID03.
 GA2022
 GA2022.The dynamic height is computed by dividing the NAVD 88
 GA2022.geopotential number by the normal gravity value computed on the
 GA2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2022.degrees latitude (g = 980.6199 gals.).
 GA2022
 GA2022.The modeled gravity was interpolated from observed gravity values.
 GA2022
 GA2022;                    North         East    Units  Estimated Accuracy
 GA2022;SPC TN       -   190,110.      826,540.      MT  (+/- 180 meters Scaled)
 GA2022
 GA2022                          SUPERSEDED SURVEY CONTROL
 GA2022
 GA2022  NGVD 29 (??/??/92)  346.460  (m)         1136.68   (f) ADJ UNCH    2 0
 GA2022
 GA2022.Superseded values are not recommended for survey control.
 GA2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2022.See file dsdata.txt to determine how the superseded data were derived.
 GA2022
 GA2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV759890(NAD 83)
 GA2022_MARKER: DB = BENCH MARK DISK
 GA2022_SETTING: 66 = SET IN ROCK OUTCROP
 GA2022_SP_SET: BEDROCK
 GA2022_STAMPING: P 237 1961
 GA2022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2022+STABILITY: POSITION/ELEVATION WELL
 GA2022
 GA2022  HISTORY     - Date     Condition        Report By
 GA2022  HISTORY     - 1961     MONUMENTED       CGS
 GA2022
 GA2022                          STATION DESCRIPTION
 GA2022
 GA2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2022'5.1 MI W FROM DANDRIDGE.
 GA2022'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2022'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2022'2.9 MILES WEST ON INTERSTATE HIGHWAY 40 TO A GRAVELED ROAD.  THE
 GA2022'BENCH MARK IS ABOUT 250 FT. NORTHEAST OF INTERSTATE HIGHWAY 40,
 GA2022'72 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 18 FT.
 GA2022'WEST OF THE CENTER OF THE GRAVELED ROAD, 14 FT. SOUTH OF A POWER
 GA2022'LINE POLE WITH A TRANSFORMER, AND 5.1 FT. WEST OF A WITNESS SIGN.
 GA2022'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF A LARGE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3249 ***********************************************************************
 GA3249  DESIGNATION -  P 237 RESET
 GA3249  PID         -  GA3249
 GA3249  STATE/COUNTY-  TN/JEFFERSON
 GA3249  USGS QUAD   -  JEFFERSON CITY (1974)
 GA3249
 GA3249                         *CURRENT SURVEY CONTROL
 GA3249  ___________________________________________________________________
 GA3249* NAD 83(1986)-  36 01 14.     (N)    083 29 11.     (W)     SCALED    
 GA3249* NAVD 88     -       345.23   (meters)    1132.6    (feet)  RESET     
 GA3249  ___________________________________________________________________
 GA3249  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA3249
 GA3249  VERT ORDER  -  THIRD
 GA3249
 GA3249.The horizontal coordinates were scaled from a topographic map and have
 GA3249.an estimated accuracy of +/- 6 seconds.
 GA3249
 GA3249.The orthometric height was computed from unverified reset data.
 GA3249.No vertical observational check was made to the station.
 GA3249
 GA3249.The geoid height was determined by GEOID03.
 GA3249
 GA3249;                    North         East    Units  Estimated Accuracy
 GA3249;SPC TN       -   190,110.      826,540.      MT  (+/- 180 meters Scaled)
 GA3249
 GA3249                          SUPERSEDED SURVEY CONTROL
 GA3249
 GA3249  NGVD 29 (10/12/01)  345.39   (m)         1133.2    (f) RESET       3  
 GA3249
 GA3249.Superseded values are not recommended for survey control.
 GA3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3249.See file dsdata.txt to determine how the superseded data were derived.
 GA3249
 GA3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV759890(NAD 83)
 GA3249_MARKER: DB = BENCH MARK DISK
 GA3249_SETTING: 0 = UNSPECIFIED SETTING
 GA3249_STAMPING: P 237 RESET
 GA3249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3249
 GA3249  HISTORY     - Date     Condition        Report By
 GA3249  HISTORY     - 1974     MONUMENTED       RBNF
 GA3249
 GA3249                          STATION DESCRIPTION
 GA3249
 GA3249'DESCRIBED BY RESEARCHED BUT NOT FOUND 1974
 GA3249'5.1 MI WEST FROM DANDRIDGE.
 GA3249'0.55 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 81 FROM ITS OVERPASS
 GA3249'OF U.S. HIGHWAY 25 WEST AND 70, 16.0 FEET SOUTHWEST OF THE CENTERLINE
 GA3249'A GRAVEL ROAD, 77.0 FEET NORTHEAST OF THE THE ORIGNAL BENCH MARK, AND
 GA3249'2.0 FEET SOUTHEAST OF A WITNESS POST. NOT ENOUGH DATA SENT IN FOR RESE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0301 ***********************************************************************
 FC0301  DESIGNATION -  P 238
 FC0301  PID         -  FC0301
 FC0301  STATE/COUNTY-  TN/MONROE
 FC0301  USGS QUAD   -  PHILADELPHIA (1974)
 FC0301
 FC0301                         *CURRENT SURVEY CONTROL
 FC0301  ___________________________________________________________________
 FC0301* NAD 83(1986)-  35 38 53.     (N)    084 28 43.     (W)     SCALED    
 FC0301* NAVD 88     -       277.150  (meters)     909.28   (feet)  ADJUSTED  
 FC0301  ___________________________________________________________________
 FC0301  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0301  DYNAMIC HT  -         276.883 (meters)     908.41  (feet)  COMP
 FC0301  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 FC0301
 FC0301  VERT ORDER  -  SECOND    CLASS 0
 FC0301
 FC0301.The horizontal coordinates were scaled from a topographic map and have
 FC0301.an estimated accuracy of +/- 6 seconds.
 FC0301
 FC0301.The orthometric height was determined by differential leveling
 FC0301.and adjusted by the National Geodetic Survey in June 1991..
 FC0301
 FC0301.The geoid height was determined by GEOID03.
 FC0301
 FC0301.The dynamic height is computed by dividing the NAVD 88
 FC0301.geopotential number by the normal gravity value computed on the
 FC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0301.degrees latitude (g = 980.6199 gals.).
 FC0301
 FC0301.The modeled gravity was interpolated from observed gravity values.
 FC0301
 FC0301;                    North         East    Units  Estimated Accuracy
 FC0301;SPC TN       -   146,940.      737,770.      MT  (+/- 180 meters Scaled)
 FC0301
 FC0301                          SUPERSEDED SURVEY CONTROL
 FC0301
 FC0301  NGVD 29 (??/??/92)  277.231  (m)          909.55   (f) ADJ UNCH    2 0
 FC0301
 FC0301.Superseded values are not recommended for survey control.
 FC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0301.See file dsdata.txt to determine how the superseded data were derived.
 FC0301
 FC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE282478(NAD 83)
 FC0301_MARKER: DB = BENCH MARK DISK
 FC0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0301_STAMPING: P 238 1961
 FC0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0301+STABILITY: SURFACE MOTION
 FC0301
 FC0301  HISTORY     - Date     Condition        Report By
 FC0301  HISTORY     - 1961     MONUMENTED       CGS
 FC0301
 FC0301                          STATION DESCRIPTION
 FC0301
 FC0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0301'5.8 MI SW FROM PHILADELPHIA.
 FC0301'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0301'0.25 MILE SOUTH TO A SIDE ROAD RIGHT JUST BEFORE CROSSING A
 FC0301'RAILROAD, TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE
 FC0301'LEFT FORK AND GO 1.95 MILES TO A T JUNCTION, THEN GO 1.3 MILES
 FC0301'SOUTHWEST ON A GRAVELED ROAD TO A T JUNCTION, TURN LEFT AND
 FC0301'GO 1.0 MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, TURN
 FC0301'LEFT AND GO 0.3 MILE SOUTH ON A PAVED ROAD.  THE BENCH MARK IS ABOUT
 FC0301'0.1 MILE NORTH OF A T JUNCTION, ABOUT 400 FT. WEST OF PROPOSED
 FC0301'INTERSTATE HIGHWAY 75, 40 FT. EAST OF THE CENTER OF THE PAVED
 FC0301'ROAD, 1.3 FT. WEST OF A TELEPHONE POLE, AND 1.7 FT. SOUTH OF A
 FC0301'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0301'3 INCHES AND IS ABOUT 4 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1376 ***********************************************************************
 FB1376  DESIGNATION -  P 239
 FB1376  PID         -  FB1376
 FB1376  STATE/COUNTY-  TN/JEFFERSON
 FB1376  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1376
 FB1376                         *CURRENT SURVEY CONTROL
 FB1376  ___________________________________________________________________
 FB1376* NAD 83(1986)-  35 59 33.     (N)    083 17 13.     (W)     SCALED    
 FB1376* NAVD 88     -       336.915  (meters)    1105.36   (feet)  ADJUSTED  
 FB1376  ___________________________________________________________________
 FB1376  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FB1376  DYNAMIC HT  -         336.599 (meters)    1104.33  (feet)  COMP
 FB1376  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FB1376
 FB1376  VERT ORDER  -  SECOND    CLASS 0
 FB1376
 FB1376.The horizontal coordinates were scaled from a topographic map and have
 FB1376.an estimated accuracy of +/- 6 seconds.
 FB1376
 FB1376.The orthometric height was determined by differential leveling
 FB1376.and adjusted by the National Geodetic Survey in June 1991..
 FB1376
 FB1376.The geoid height was determined by GEOID03.
 FB1376
 FB1376.The dynamic height is computed by dividing the NAVD 88
 FB1376.geopotential number by the normal gravity value computed on the
 FB1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1376.degrees latitude (g = 980.6199 gals.).
 FB1376
 FB1376.The modeled gravity was interpolated from observed gravity values.
 FB1376
 FB1376;                    North         East    Units  Estimated Accuracy
 FB1376;SPC TN       -   187,470.      844,600.      MT  (+/- 180 meters Scaled)
 FB1376
 FB1376                          SUPERSEDED SURVEY CONTROL
 FB1376
 FB1376  NGVD 29 (??/??/92)  337.075  (m)         1105.89   (f) ADJ UNCH    2 0
 FB1376
 FB1376.Superseded values are not recommended for survey control.
 FB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1376.See file dsdata.txt to determine how the superseded data were derived.
 FB1376
 FB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV938855(NAD 83)
 FB1376_MARKER: DB = BENCH MARK DISK
 FB1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1376_SP_SET: CULVERT
 FB1376_STAMPING: P 239 1961
 FB1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1376
 FB1376  HISTORY     - Date     Condition        Report By
 FB1376  HISTORY     - 1961     MONUMENTED       CGS
 FB1376
 FB1376                          STATION DESCRIPTION
 FB1376
 FB1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1376'6.7 MI NW FROM NEWPORT.
 FB1376'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 FB1376'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 2.2
 FB1376'MILES NORTHWEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK DISK
 FB1376'IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST CORNER OF A
 FB1376'4 BY 4 CONCRETE CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC
 FB1376'LANES AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1034 ***********************************************************************
 GA1034  DESIGNATION -  P 240
 GA1034  PID         -  GA1034
 GA1034  STATE/COUNTY-  TN/GREENE
 GA1034  USGS QUAD   -  MOSHEIM (1971)
 GA1034
 GA1034                         *CURRENT SURVEY CONTROL
 GA1034  ___________________________________________________________________
 GA1034* NAD 83(1986)-  36 14 42.     (N)    082 58 56.     (W)     SCALED    
 GA1034* NAVD 88     -       351.302  (meters)    1152.56   (feet)  ADJUSTED  
 GA1034  ___________________________________________________________________
 GA1034  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA1034  DYNAMIC HT  -         350.977 (meters)    1151.50  (feet)  COMP
 GA1034  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 GA1034
 GA1034  VERT ORDER  -  SECOND    CLASS 0
 GA1034
 GA1034.The horizontal coordinates were scaled from a topographic map and have
 GA1034.an estimated accuracy of +/- 6 seconds.
 GA1034
 GA1034.The orthometric height was determined by differential leveling
 GA1034.and adjusted by the National Geodetic Survey in June 1991..
 GA1034
 GA1034.The geoid height was determined by GEOID03.
 GA1034
 GA1034.The dynamic height is computed by dividing the NAVD 88
 GA1034.geopotential number by the normal gravity value computed on the
 GA1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1034.degrees latitude (g = 980.6199 gals.).
 GA1034
 GA1034.The modeled gravity was interpolated from observed gravity values.
 GA1034
 GA1034;                    North         East    Units  Estimated Accuracy
 GA1034;SPC TN       -   216,280.      871,200.      MT  (+/- 180 meters Scaled)
 GA1034
 GA1034                          SUPERSEDED SURVEY CONTROL
 GA1034
 GA1034  NGVD 29 (??/??/92)  351.454  (m)         1153.06   (f) ADJ UNCH    2 0
 GA1034
 GA1034.Superseded values are not recommended for survey control.
 GA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1034.See file dsdata.txt to determine how the superseded data were derived.
 GA1034
 GA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218129(NAD 83)
 GA1034_MARKER: DB = BENCH MARK DISK
 GA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1034_STAMPING: P 240 1961
 GA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1034+STABILITY: SURFACE MOTION
 GA1034
 GA1034  HISTORY     - Date     Condition        Report By
 GA1034  HISTORY     - 1961     MONUMENTED       CGS
 GA1034  HISTORY     - 1980     GOOD             NGS
 GA1034
 GA1034                          STATION DESCRIPTION
 GA1034
 GA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1034'2 MI W FROM MT CARMEL.
 GA1034'FROM THE ONLY JUNCTION OF A NORTH-SOUTH PAVED ROAD AND AN
 GA1034'EAST-WEST GRAVELED ROAD IN MT. CARMEL, GO 1.7 MILES WEST ON THE
 GA1034'GRAVELED ROAD TO A T JUNCTION, THEN GO 0.3 MILE SOUTH ON A GRAVELED
 GA1034'ROAD TO A DAIRY MILK BARN AND WASH HOUSE.  THE BENCH MARK IS
 GA1034'ABOUT 250 FT. NORTH OF INTERSTATE HIGHWAY 81, 59 FT. EAST OF THE
 GA1034'CENTER OF THE GRAVELED ROAD, 36 FT. SOUTHEAST OF THE SOUTHEAST
 GA1034'CORNER OF THE DAIRY BARN AND WASH HOUSE, 1.9 FT. NORTHWEST OF
 GA1034'A FENCE CORNER POST, AND 2 FT. EAST OF A WITNESS SIGN.  THE
 GA1034'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GA1034'IS ABOUT LEVEL WITH THE GRAVELED ROAD.
 GA1034
 GA1034                          STATION RECOVERY (1980)
 GA1034
 GA1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1034'THE 0.3 MILE SHOULD BE 0.2 MILE AND 47 FEET SOUTHWEST OF THE
 GA1034'SOUTHWEST FACE OF A CONCRETE BLOCK SILO.2 IRON PINS WERE DRIVEN ON
 GA1034'EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1075 ***********************************************************************
 GA1075  DESIGNATION -  P 241
 GA1075  PID         -  GA1075
 GA1075  STATE/COUNTY-  TN/GREENE
 GA1075  USGS QUAD   -  LOVELACE (1971)
 GA1075
 GA1075                         *CURRENT SURVEY CONTROL
 GA1075  ___________________________________________________________________
 GA1075* NAD 83(1986)-  36 22 52.     (N)    082 40 32.     (W)     SCALED    
 GA1075* NAVD 88     -       461.163  (meters)    1513.00   (feet)  ADJUSTED  
 GA1075  ___________________________________________________________________
 GA1075  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1075  DYNAMIC HT  -         460.730 (meters)    1511.58  (feet)  COMP
 GA1075  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 GA1075
 GA1075  VERT ORDER  -  SECOND    CLASS 0
 GA1075
 GA1075.The horizontal coordinates were scaled from a topographic map and have
 GA1075.an estimated accuracy of +/- 6 seconds.
 GA1075
 GA1075.The orthometric height was determined by differential leveling
 GA1075.and adjusted by the National Geodetic Survey in June 1991..
 GA1075
 GA1075.The geoid height was determined by GEOID03.
 GA1075
 GA1075.The dynamic height is computed by dividing the NAVD 88
 GA1075.geopotential number by the normal gravity value computed on the
 GA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1075.degrees latitude (g = 980.6199 gals.).
 GA1075
 GA1075.The modeled gravity was interpolated from observed gravity values.
 GA1075
 GA1075;                    North         East    Units  Estimated Accuracy
 GA1075;SPC TN       -   232,270.      898,240.      MT  (+/- 180 meters Scaled)
 GA1075
 GA1075                          SUPERSEDED SURVEY CONTROL
 GA1075
 GA1075  NGVD 29 (??/??/92)  461.298  (m)         1513.44   (f) ADJ UNCH    2 0
 GA1075
 GA1075.Superseded values are not recommended for survey control.
 GA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1075.See file dsdata.txt to determine how the superseded data were derived.
 GA1075
 GA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA497275(NAD 83)
 GA1075_MARKER: DB = BENCH MARK DISK
 GA1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1075_STAMPING: P 241 1961
 GA1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1075+STABILITY: SURFACE MOTION
 GA1075
 GA1075  HISTORY     - Date     Condition        Report By
 GA1075  HISTORY     - 1961     MONUMENTED       CGS
 GA1075
 GA1075                          STATION DESCRIPTION
 GA1075
 GA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1075'2.1 MI NE FROM JEAROLDSTOWN.
 GA1075'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1075'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1075'FALL BRANCH), GO 2.05 MILES EAST ON A GRAVELED ROAD TO A SMALL
 GA1075'POND ON THE RIGHT.  THE BENCH MARK IS 50 FT. WEST OF THE POND,
 GA1075'18 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 7.5 FT. SOUTHWEST
 GA1075'OF THE CENTER OF A WIRE GATE, 2.2 FT. SOUTHWEST OF A T FENCE
 GA1075'CORNER, AND 1.6 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET
 GA1075'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS ABOUT LEVEL
 GA1075'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0931 ***********************************************************************
 FC0931  DESIGNATION -  P 242
 FC0931  PID         -  FC0931
 FC0931  STATE/COUNTY-  TN/MCMINN
 FC0931  USGS QUAD   -  NIOTA (1990)
 FC0931
 FC0931                         *CURRENT SURVEY CONTROL
 FC0931  ___________________________________________________________________
 FC0931* NAD 83(1986)-  35 34 31.     (N)    084 32 36.     (W)     SCALED    
 FC0931* NAVD 88     -       296.453  (meters)     972.61   (feet)  ADJUSTED  
 FC0931  ___________________________________________________________________
 FC0931  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0931  DYNAMIC HT  -         296.163 (meters)     971.66  (feet)  COMP
 FC0931  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 FC0931
 FC0931  VERT ORDER  -  SECOND    CLASS 0
 FC0931
 FC0931.The horizontal coordinates were scaled from a topographic map and have
 FC0931.an estimated accuracy of +/- 6 seconds.
 FC0931
 FC0931.The orthometric height was determined by differential leveling
 FC0931.and adjusted by the National Geodetic Survey in June 1991..
 FC0931
 FC0931.The geoid height was determined by GEOID03.
 FC0931
 FC0931.The dynamic height is computed by dividing the NAVD 88
 FC0931.geopotential number by the normal gravity value computed on the
 FC0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0931.degrees latitude (g = 980.6199 gals.).
 FC0931
 FC0931.The modeled gravity was interpolated from observed gravity values.
 FC0931
 FC0931;                    North         East    Units  Estimated Accuracy
 FC0931;SPC TN       -   138,780.      732,030.      MT  (+/- 180 meters Scaled)
 FC0931
 FC0931                          SUPERSEDED SURVEY CONTROL
 FC0931
 FC0931  NGVD 29 (??/??/92)  296.528  (m)          972.86   (f) ADJ UNCH    2 0
 FC0931
 FC0931.Superseded values are not recommended for survey control.
 FC0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0931.See file dsdata.txt to determine how the superseded data were derived.
 FC0931
 FC0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE226396(NAD 83)
 FC0931_MARKER: DB = BENCH MARK DISK
 FC0931_SETTING: 66 = SET IN ROCK OUTCROP
 FC0931_SP_SET: BEDROCK
 FC0931_STAMPING: P 242 1961
 FC0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0931+STABILITY: POSITION/ELEVATION WELL
 FC0931
 FC0931  HISTORY     - Date     Condition        Report By
 FC0931  HISTORY     - 1961     MONUMENTED       CGS
 FC0931
 FC0931                          STATION DESCRIPTION
 FC0931
 FC0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0931'5.5 MI SW FROM SWEETWATER.
 FC0931'FROM THE POST OFFICE IN SWEETWATER, GO SOUTH ON U.S. HIGHWAY
 FC0931'11 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 68, THEN TURN
 FC0931'RIGHT AND GO 2.95 MILES WEST ON STATE HIGHWAY 68, THEN GO 2.3
 FC0931'MILES SOUTHWEST ON PROPOSED INTERSTATE HIGHWAY 75 TO A BARN ON THE
 FC0931'LEFT.  THE BENCH MARK IS ABOUT 300 FT. SOUTHEAST OF PROPOSED
 FC0931'INTERSTATE HIGHWAY 75, 173 FT. NORTH OF THE NORTH CORNER OF THE
 FC0931'BARN, 80 FT. NORTH OF THE CENTER OF A TRACK ROAD WHERE IT CROSSES
 FC0931'A SMALL CREEK, 29 FT. NORTHEAST OF THE CENTER OF A SMALL CREEK,
 FC0931'25 FT. EAST OF A 12-INCH CEDAR TREE, AND 6 FT. NORTH OF A WITNESS
 FC0931'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0591 ***********************************************************************
 FC0591  DESIGNATION -  P 243
 FC0591  PID         -  FC0591
 FC0591  STATE/COUNTY-  TN/BRADLEY
 FC0591  USGS QUAD   -  CHARLESTON (1980)
 FC0591
 FC0591                         *CURRENT SURVEY CONTROL
 FC0591  ___________________________________________________________________
 FC0591* NAD 83(1986)-  35 17 10.     (N)    084 48 45.     (W)     SCALED    
 FC0591* NAVD 88     -       232.149  (meters)     761.64   (feet)  ADJUSTED  
 FC0591  ___________________________________________________________________
 FC0591  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0591  DYNAMIC HT  -         231.922 (meters)     760.90  (feet)  COMP
 FC0591  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 FC0591
 FC0591  VERT ORDER  -  SECOND    CLASS 0
 FC0591
 FC0591.The horizontal coordinates were scaled from a topographic map and have
 FC0591.an estimated accuracy of +/- 6 seconds.
 FC0591
 FC0591.The orthometric height was determined by differential leveling
 FC0591.and adjusted by the National Geodetic Survey in June 1991..
 FC0591
 FC0591.The geoid height was determined by GEOID03.
 FC0591
 FC0591.The dynamic height is computed by dividing the NAVD 88
 FC0591.geopotential number by the normal gravity value computed on the
 FC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0591.degrees latitude (g = 980.6199 gals.).
 FC0591
 FC0591.The modeled gravity was interpolated from observed gravity values.
 FC0591
 FC0591;                    North         East    Units  Estimated Accuracy
 FC0591;SPC TN       -   106,370.      708,020.      MT  (+/- 180 meters Scaled)
 FC0591
 FC0591                          SUPERSEDED SURVEY CONTROL
 FC0591
 FC0591  NGVD 29 (??/??/92)  232.194  (m)          761.79   (f) ADJ UNCH    2 0
 FC0591
 FC0591.Superseded values are not recommended for survey control.
 FC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0591.See file dsdata.txt to determine how the superseded data were derived.
 FC0591
 FC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE989069(NAD 83)
 FC0591_MARKER: DB = BENCH MARK DISK
 FC0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0591_STAMPING: P 243 1961
 FC0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0591+STABILITY: SURFACE MOTION
 FC0591
 FC0591  HISTORY     - Date     Condition        Report By
 FC0591  HISTORY     - 1961     MONUMENTED       CGS
 FC0591
 FC0591                          STATION DESCRIPTION
 FC0591
 FC0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0591'4.8 MI W FROM CHARLESTON.
 FC0591'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON A
 FC0591'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0591'TO U.S. HWY. 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0591'3.45 TO THE INTERSTATE HWY AND TURN LEFT ON THE INTERSTATE AND
 FC0591'GO SOUTHWEST FOR 1.4 MILES TO A POINT WHERE THE INTERSTATE HWY.
 FC0591'CROSSES AN OLD BLADED ROAD AND THE MARK ON THE LEFT ABOUT 400
 FC0591'FEET SOUTHEAST OF THE INTERSTATE HWY., 38 FEET NORTHEAST OF
 FC0591'THE CENTER OF A GATE 11 FEET NORTH OF THE CENTER OF THE OLD
 FC0591'BLADED ROAD, 3.8 FEET NORTHWEST OF A 15 INCH RED OAK, 1.7 FEET
 FC0591'WEST OF A WITNESS SIGN AND 0.6 NORTH OF A FENCE.  A DISK SET IN
 FC0591'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 1 FOOT
 FC0591'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0627 ***********************************************************************
 FC0627  DESIGNATION -  P 244
 FC0627  PID         -  FC0627
 FC0627  STATE/COUNTY-  TN/BRADLEY
 FC0627  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0627
 FC0627                         *CURRENT SURVEY CONTROL
 FC0627  ___________________________________________________________________
 FC0627* NAD 83(1986)-  35 08 48.     (N)    084 59 03.     (W)     SCALED    
 FC0627* NAVD 88     -       265.473  (meters)     870.97   (feet)  ADJUSTED  
 FC0627  ___________________________________________________________________
 FC0627  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0627  DYNAMIC HT  -         265.209 (meters)     870.11  (feet)  COMP
 FC0627  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 FC0627
 FC0627  VERT ORDER  -  SECOND    CLASS 0
 FC0627
 FC0627.The horizontal coordinates were scaled from a topographic map and have
 FC0627.an estimated accuracy of +/- 6 seconds.
 FC0627
 FC0627.The orthometric height was determined by differential leveling
 FC0627.and adjusted by the National Geodetic Survey in June 1991..
 FC0627
 FC0627.The geoid height was determined by GEOID03.
 FC0627
 FC0627.The dynamic height is computed by dividing the NAVD 88
 FC0627.geopotential number by the normal gravity value computed on the
 FC0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0627.degrees latitude (g = 980.6199 gals.).
 FC0627
 FC0627.The modeled gravity was interpolated from observed gravity values.
 FC0627
 FC0627;                    North         East    Units  Estimated Accuracy
 FC0627;SPC TN       -    90,720.      692,570.      MT  (+/- 180 meters Scaled)
 FC0627
 FC0627                          SUPERSEDED SURVEY CONTROL
 FC0627
 FC0627  NGVD 29 (??/??/92)  265.490  (m)          871.03   (f) ADJ UNCH    2 0
 FC0627
 FC0627.Superseded values are not recommended for survey control.
 FC0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0627.See file dsdata.txt to determine how the superseded data were derived.
 FC0627
 FC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD836911(NAD 83)
 FC0627_MARKER: DB = BENCH MARK DISK
 FC0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0627_STAMPING: P 244 1961
 FC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0627+STABILITY: SURFACE MOTION
 FC0627
 FC0627  HISTORY     - Date     Condition        Report By
 FC0627  HISTORY     - 1961     MONUMENTED       CGS
 FC0627  HISTORY     - 1962     GOOD             NGS
 FC0627  HISTORY     - 1967     GOOD             NGS
 FC0627  HISTORY     - 1983     GOOD             USPSQD
 FC0627
 FC0627                          STATION DESCRIPTION
 FC0627
 FC0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0627'3.2 MI SW FROM MC DONALD.
 FC0627'FROM THE POST OFFICE IN MC DONALD GO SOUTHWEST ON U.S. HIGHWAY
 FC0627'11 FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.75
 FC0627'MILES TO A CROSSROAD (R 244 AT THIS POINT) CONTINUE STRAIGHT
 FC0627'AHEAD FOR 0.5 MILES TO A SIDE ROAD RIGHT, CONTINUE AHEAD FOR 0.9
 FC0627'MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT, ABOUT 0.15
 FC0627'MILE NORTH OF THE INTERSTATE, 41 FEET WEST OF THE OILED ROAD,
 FC0627'40 FEET SOUTHWEST OF JUNCTION OF OIL ROAD AND ABANDONED ROAD,
 FC0627'20 FEET EAST OF NORTH-SOUTH ABANDONED ROAD, 3.4 FEET NORTH OF
 FC0627'10 INCH PINE TREE AND 2.0 FEET SOUTH OF WITNESS SIGN.  A STANDARD
 FC0627'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL
 FC0627'WITH THE ROAD.
 FC0627
 FC0627                          STATION RECOVERY (1967)
 FC0627
 FC0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0627'RECOVERED IN GOOD CONDITION.
 FC0627
 FC0627                          STATION RECOVERY (1983)
 FC0627
 FC0627'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1269 ***********************************************************************
 EE1269  DESIGNATION -  P 245
 EE1269  PID         -  EE1269
 EE1269  STATE/COUNTY-  TN/HAMILTON
 EE1269  USGS QUAD   -  EAST RIDGE (1982)
 EE1269
 EE1269                         *CURRENT SURVEY CONTROL
 EE1269  ___________________________________________________________________
 EE1269* NAD 83(1986)-  34 59 46.     (N)    085 12 29.     (W)     SCALED    
 EE1269* NAVD 88     -       205.742  (meters)     675.01   (feet)  POSTED    
 EE1269  ___________________________________________________________________
 EE1269  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1269  DYNAMIC HT  -         205.540 (meters)     674.34  (feet)  COMP
 EE1269  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 EE1269
 EE1269  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1269
 EE1269.The horizontal coordinates were scaled from a topographic map and have
 EE1269.an estimated accuracy of +/- 6 seconds.
 EE1269
 EE1269.The orthometric height was determined by differential leveling
 EE1269.and adjusted by the National Geodetic Survey in 1992..
 EE1269.No vertical observational check was made to the station.
 EE1269.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1269.was located on a no-check spur therefore a value was not computed.
 EE1269
 EE1269.The geoid height was determined by GEOID03.
 EE1269
 EE1269.The dynamic height is computed by dividing the NAVD 88
 EE1269.geopotential number by the normal gravity value computed on the
 EE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1269.degrees latitude (g = 980.6199 gals.).
 EE1269
 EE1269.The modeled gravity was interpolated from observed gravity values.
 EE1269
 EE1269;                    North         East    Units  Estimated Accuracy
 EE1269;SPC TN       -    73,830.      672,300.      MT  (+/- 180 meters Scaled)
 EE1269
 EE1269                          SUPERSEDED SURVEY CONTROL
 EE1269
 EE1269  NGVD 29 (??/??/92)  205.751  (m)          675.03   (f) ADJ UNCH    2 0
 EE1269
 EE1269.Superseded values are not recommended for survey control.
 EE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1269.See file dsdata.txt to determine how the superseded data were derived.
 EE1269
 EE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD635740(NAD 83)
 EE1269_MARKER: DB = BENCH MARK DISK
 EE1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1269_SP_SET: DRAINAGE BOX
 EE1269_STAMPING: P 245 1961
 EE1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1269
 EE1269  HISTORY     - Date     Condition        Report By
 EE1269  HISTORY     - 1961     MONUMENTED       CGS
 EE1269  HISTORY     - 1962     GOOD             NGS
 EE1269  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 EE1269
 EE1269                          STATION DESCRIPTION
 EE1269
 EE1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1269'2 MI E FROM CHATTANOOGA.
 EE1269'TO REACH THE MARK FROM THE INTERSTATE HIGHWAY, THAT LEADS SOUTH
 EE1269'INTO GEORGIA, AND THE JUNCTION OF U.S. HIGHWAY 41, GO NORTH ON
 EE1269'THE INTERSTATE HIGHWAY 0.5 MILE TO THE MARK SET IN A DRAINAGE BOX
 EE1269'BETWEEN THE NORTH AND SOUTH BOUND LANES, 45.5 FEET WEST OF
 EE1269'THE NORTH BOUND LANE, 45 FEET EAST OF THE SOUTH BOUND LANE, 3.2
 EE1269'FEET NORTHWEST OF CENTER OF STEEL MAN HOLE COVER, 1.3 FEET
 EE1269'SOUTHEAST OF WITNESS POST.  A STANDARD DISK SET IN A CONCRETE
 EE1269'DRAINAGE BOX AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 EE1269
 EE1269                          STATION RECOVERY (2000)
 EE1269
 EE1269'RECOVERY NOTE BY US POWER SQUADRON 2000
 EE1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1401 ***********************************************************************
 FC1401  DESIGNATION -  P 246
 FC1401  PID         -  FC1401
 FC1401  STATE/COUNTY-  TN/GRUNDY
 FC1401  USGS QUAD   -  BURROW COVE (1983)
 FC1401
 FC1401                         *CURRENT SURVEY CONTROL
 FC1401  ___________________________________________________________________
 FC1401* NAD 83(1986)-  35 15 05.     (N)    085 51 02.     (W)     SCALED    
 FC1401* NAVD 88     -       488.109  (meters)    1601.40   (feet)  ADJUSTED  
 FC1401  ___________________________________________________________________
 FC1401  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1401  DYNAMIC HT  -         487.617 (meters)    1599.79  (feet)  COMP
 FC1401  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 FC1401
 FC1401  VERT ORDER  -  SECOND    CLASS 0
 FC1401
 FC1401.The horizontal coordinates were scaled from a topographic map and have
 FC1401.an estimated accuracy of +/- 6 seconds.
 FC1401
 FC1401.The orthometric height was determined by differential leveling
 FC1401.and adjusted by the National Geodetic Survey in June 1991..
 FC1401
 FC1401.The geoid height was determined by GEOID03.
 FC1401
 FC1401.The dynamic height is computed by dividing the NAVD 88
 FC1401.geopotential number by the normal gravity value computed on the
 FC1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1401.degrees latitude (g = 980.6199 gals.).
 FC1401
 FC1401.The modeled gravity was interpolated from observed gravity values.
 FC1401
 FC1401;                    North         East    Units  Estimated Accuracy
 FC1401;SPC TN       -   101,870.      613,600.      MT  (+/- 180 meters Scaled)
 FC1401
 FC1401                          SUPERSEDED SURVEY CONTROL
 FC1401
 FC1401  NGVD 29 (??/??/92)  488.096  (m)         1601.36   (f) ADJ UNCH    2 0
 FC1401
 FC1401.Superseded values are not recommended for survey control.
 FC1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1401.See file dsdata.txt to determine how the superseded data were derived.
 FC1401
 FC1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE045015(NAD 83)
 FC1401_MARKER: DB = BENCH MARK DISK
 FC1401_SETTING: 0 = UNSPECIFIED SETTING
 FC1401_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 FC1401_STAMPING: P 246 1962
 FC1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1401
 FC1401  HISTORY     - Date     Condition        Report By
 FC1401  HISTORY     - 1962     MONUMENTED       CGS
 FC1401
 FC1401                          STATION DESCRIPTION
 FC1401
 FC1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1401'2.7 MI NW FROM MONTEAGLE.
 FC1401'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FC1401'INTERSTATE HIGHWAY 24 AT THE WEST EDGE OF MONTEAGLE GO NORTHWEST
 FC1401'ON INTERSTATE HIGHWAY 24 FOR 2.0 MILES TO THE MARK SET NEAR A
 FC1401'SMALL MOUNTAIN STREAM AND IN THE EAST END OF A LARGE CURVE IN
 FC1401'HIGHWAY, 196.0 FEET EAST OF A SMALL MOUNTAIN STREAM, 92.4 FEET
 FC1401'SOUTHWEST AND ACROSS THE EAST BOUND LANE FROM A CATCH BASIN,
 FC1401'52.4 SOUTH OF CENTERLINE OF EAST BOUND LANE OF HIGHWAY.  A
 FC1401'STANDARD DISK, SET VERTICALLY, ONE FOOT ABOVE THE GROUND AND IS
 FC1401'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1826 ***********************************************************************
 GA1826  DESIGNATION -  P 247
 GA1826  PID         -  GA1826
 GA1826  STATE/COUNTY-  TN/JEFFERSON
 GA1826  USGS QUAD   -  TALBOTT (1980)
 GA1826
 GA1826                         *CURRENT SURVEY CONTROL
 GA1826  ___________________________________________________________________
 GA1826* NAD 83(1986)-  36 07 40.     (N)    083 29 06.     (W)     SCALED    
 GA1826* NAVD 88     -       346.060  (meters)    1135.37   (feet)  ADJUSTED  
 GA1826  ___________________________________________________________________
 GA1826  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1826  DYNAMIC HT  -         345.740 (meters)    1134.32  (feet)  COMP
 GA1826  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 GA1826
 GA1826  VERT ORDER  -  FIRST     CLASS I
 GA1826
 GA1826.The horizontal coordinates were scaled from a topographic map and have
 GA1826.an estimated accuracy of +/- 6 seconds.
 GA1826
 GA1826.The orthometric height was determined by differential leveling
 GA1826.and adjusted by the National Geodetic Survey in June 1991..
 GA1826
 GA1826.The geoid height was determined by GEOID03.
 GA1826
 GA1826.The dynamic height is computed by dividing the NAVD 88
 GA1826.geopotential number by the normal gravity value computed on the
 GA1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1826.degrees latitude (g = 980.6199 gals.).
 GA1826
 GA1826.The modeled gravity was interpolated from observed gravity values.
 GA1826
 GA1826;                    North         East    Units  Estimated Accuracy
 GA1826;SPC TN       -   202,000.      826,360.      MT  (+/- 180 meters Scaled)
 GA1826
 GA1826                          SUPERSEDED SURVEY CONTROL
 GA1826
 GA1826  NGVD 29 (??/??/92)  346.187  (m)         1135.78   (f) ADJ UNCH    1 1
 GA1826
 GA1826.Superseded values are not recommended for survey control.
 GA1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1826.See file dsdata.txt to determine how the superseded data were derived.
 GA1826
 GA1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA763009(NAD 83)
 GA1826_MARKER: DB = BENCH MARK DISK
 GA1826_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1826_STAMPING: P 247 1967
 GA1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1826
 GA1826  HISTORY     - Date     Condition        Report By
 GA1826  HISTORY     - 1967     MONUMENTED       CGS
 GA1826
 GA1826                          STATION DESCRIPTION
 GA1826
 GA1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1826'AT JEFFERSON CITY.
 GA1826'AT JEFFERSON CITY, ABOUT 0.4 MILE EAST ALONG ANDREW JOHNSON
 GA1826'HIGHWAY FROM THE POST OFFICE, 131 FEET SOUTHEAST OF THE CENTER
 GA1826'OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH AND EAST, SET
 GA1826'ON THE TOP OF THE SOUTH END OF A ROCK WHICH IS 16 FEET LONG
 GA1826'2 1/2 FEET HIGH AND IS PART OF A 10 FOOT HIGH CUT, 25 FEET EAST
 GA1826'OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF THE SOUTH
 GA1826'END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2248 ***********************************************************************
 GA2248  DESIGNATION -  P 248
 GA2248  PID         -  GA2248
 GA2248  STATE/COUNTY-  TN/KNOX
 GA2248  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2248
 GA2248                         *CURRENT SURVEY CONTROL
 GA2248  ___________________________________________________________________
 GA2248* NAD 83(1986)-  36 00 10.     (N)    083 53 15.     (W)     SCALED    
 GA2248* NAVD 88     -       286.405  (meters)     939.65   (feet)  ADJUSTED  
 GA2248  ___________________________________________________________________
 GA2248  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2248  DYNAMIC HT  -         286.141 (meters)     938.78  (feet)  COMP
 GA2248  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 GA2248
 GA2248  VERT ORDER  -  FIRST     CLASS I
 GA2248
 GA2248.The horizontal coordinates were scaled from a topographic map and have
 GA2248.an estimated accuracy of +/- 6 seconds.
 GA2248
 GA2248.The orthometric height was determined by differential leveling
 GA2248.and adjusted by the National Geodetic Survey in June 1991..
 GA2248
 GA2248.The geoid height was determined by GEOID03.
 GA2248
 GA2248.The dynamic height is computed by dividing the NAVD 88
 GA2248.geopotential number by the normal gravity value computed on the
 GA2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2248.degrees latitude (g = 980.6199 gals.).
 GA2248
 GA2248.The modeled gravity was interpolated from observed gravity values.
 GA2248
 GA2248;                    North         East    Units  Estimated Accuracy
 GA2248;SPC TN       -   187,280.      790,440.      MT  (+/- 180 meters Scaled)
 GA2248
 GA2248                          SUPERSEDED SURVEY CONTROL
 GA2248
 GA2248  NGVD 29 (??/??/92)  286.537  (m)          940.08   (f) ADJ UNCH    1 1
 GA2248
 GA2248.Superseded values are not recommended for survey control.
 GA2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2248.See file dsdata.txt to determine how the superseded data were derived.
 GA2248
 GA2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV397881(NAD 83)
 GA2248_MARKER: DB = BENCH MARK DISK
 GA2248_SETTING: 66 = SET IN ROCK OUTCROP
 GA2248_SP_SET: ROCK OUTCROP
 GA2248_STAMPING: P 248 1967
 GA2248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2248+STABILITY: POSITION/ELEVATION WELL
 GA2248
 GA2248  HISTORY     - Date     Condition        Report By
 GA2248  HISTORY     - 1967     MONUMENTED       CGS
 GA2248  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2248
 GA2248                          STATION DESCRIPTION
 GA2248
 GA2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2248'AT KNOXVILLE.
 GA2248'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 GA2248'RAILWAY FROM THE STATION, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST
 GA2248'127, 68 FEET WEST OF THE CENTER OF THE CROSSING OF PROSSER ROAD
 GA2248'AND THE WESTBOUND TRACK, SET ON THE TOP OF AN OUTCROPPING ROCK
 GA2248'WHICH IS 4 FEET LONG-2 FEET WIDE AND PROJECTS 1 FOOT ABOVE
 GA2248'THE LEVEL OF THE GROUND, 59 FEET SOUTHWEST OF THE CENTER LINE
 GA2248'OF THE ROAD, 3.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA2248'WESTBOUND TRACK AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 GA2248
 GA2248                          STATION RECOVERY (1982)
 GA2248
 GA2248'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0523 ***********************************************************************
 GB0523  DESIGNATION -  P 249
 GB0523  PID         -  GB0523
 GB0523  STATE/COUNTY-  TN/ROANE
 GB0523  USGS QUAD   -  WINDROCK (1975)
 GB0523
 GB0523                         *CURRENT SURVEY CONTROL
 GB0523  ___________________________________________________________________
 GB0523* NAD 83(1986)-  36 01 54.     (N)    084 21 49.     (W)     SCALED    
 GB0523* NAVD 88     -       253.518  (meters)     831.75   (feet)  ADJUSTED  
 GB0523  ___________________________________________________________________
 GB0523  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0523  DYNAMIC HT  -         253.289 (meters)     831.00  (feet)  COMP
 GB0523  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GB0523
 GB0523  VERT ORDER  -  FIRST     CLASS I
 GB0523
 GB0523.The horizontal coordinates were scaled from a topographic map and have
 GB0523.an estimated accuracy of +/- 6 seconds.
 GB0523
 GB0523.The orthometric height was determined by differential leveling
 GB0523.and adjusted by the National Geodetic Survey in June 1991..
 GB0523
 GB0523.The geoid height was determined by GEOID03.
 GB0523
 GB0523.The dynamic height is computed by dividing the NAVD 88
 GB0523.geopotential number by the normal gravity value computed on the
 GB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0523.degrees latitude (g = 980.6199 gals.).
 GB0523
 GB0523.The modeled gravity was interpolated from observed gravity values.
 GB0523
 GB0523;                    North         East    Units  Estimated Accuracy
 GB0523;SPC TN       -   189,660.      747,470.      MT  (+/- 180 meters Scaled)
 GB0523
 GB0523                          SUPERSEDED SURVEY CONTROL
 GB0523
 GB0523  NGVD 29 (??/??/92)  253.643  (m)          832.16   (f) ADJ UNCH    1 1
 GB0523
 GB0523.Superseded values are not recommended for survey control.
 GB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0523.See file dsdata.txt to determine how the superseded data were derived.
 GB0523
 GB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE375906(NAD 83)
 GB0523_MARKER: DB = BENCH MARK DISK
 GB0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0523_SP_SET: CULVERT
 GB0523_STAMPING: P 249 1967
 GB0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0523
 GB0523  HISTORY     - Date     Condition        Report By
 GB0523  HISTORY     - 1967     MONUMENTED       CGS
 GB0523
 GB0523                          STATION DESCRIPTION
 GB0523
 GB0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0523'1.5 MI SW FROM OLIVER SPRINGS.
 GB0523'ABOUT 1.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0523'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 37,
 GB0523'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF
 GB0523'A 12-FOOT CONCRETE BOX CULVERT WITH ONE DIVIDING PIER, 13.5 FEET
 GB0523'NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT SOUTHWEST OF THE NORTHEAST
 GB0523'END OF THE HEAD WALL AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0921 ***********************************************************************
 GB0921  DESIGNATION -  P 250
 GB0921  PID         -  GB0921
 GB0921  STATE/COUNTY-  TN/SCOTT
 GB0921  USGS QUAD   -  ROBBINS (1980)
 GB0921
 GB0921                         *CURRENT SURVEY CONTROL
 GB0921  ___________________________________________________________________
 GB0921* NAD 83(1986)-  36 21 43.     (N)    084 35 00.     (W)     SCALED    
 GB0921* NAVD 88     -       412.981  (meters)    1354.92   (feet)  ADJUSTED  
 GB0921  ___________________________________________________________________
 GB0921  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0921  DYNAMIC HT  -         412.623 (meters)    1353.75  (feet)  COMP
 GB0921  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GB0921
 GB0921  VERT ORDER  -  FIRST     CLASS I
 GB0921
 GB0921.The horizontal coordinates were scaled from a topographic map and have
 GB0921.an estimated accuracy of +/- 6 seconds.
 GB0921
 GB0921.The orthometric height was determined by differential leveling
 GB0921.and adjusted by the National Geodetic Survey in June 1991..
 GB0921
 GB0921.The geoid height was determined by GEOID03.
 GB0921
 GB0921.The dynamic height is computed by dividing the NAVD 88
 GB0921.geopotential number by the normal gravity value computed on the
 GB0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0921.degrees latitude (g = 980.6199 gals.).
 GB0921
 GB0921.The modeled gravity was interpolated from observed gravity values.
 GB0921
 GB0921;                    North         East    Units  Estimated Accuracy
 GB0921;SPC TN       -   226,000.      727,140.      MT  (+/- 180 meters Scaled)
 GB0921
 GB0921                          SUPERSEDED SURVEY CONTROL
 GB0921
 GB0921  NGVD 29 (??/??/92)  413.107  (m)         1355.34   (f) ADJ UNCH    1 1
 GB0921
 GB0921.Superseded values are not recommended for survey control.
 GB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0921.See file dsdata.txt to determine how the superseded data were derived.
 GB0921
 GB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF168268(NAD 83)
 GB0921_MARKER: DB = BENCH MARK DISK
 GB0921_SETTING: 66 = SET IN ROCK OUTCROP
 GB0921_SP_SET: ROCK WALL
 GB0921_STAMPING: P 250 1968
 GB0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0921+STABILITY: POSITION/ELEVATION WELL
 GB0921
 GB0921  HISTORY     - Date     Condition        Report By
 GB0921  HISTORY     - 1968     MONUMENTED       CGS
 GB0921
 GB0921                          STATION DESCRIPTION
 GB0921
 GB0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0921'0.7 MI NE FROM ROBBINS.
 GB0921'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0921'STATION AT ROBBINS, 172 FEET SOUTHWEST OF THE SOUTHWEST END
 GB0921'OF THE ROBBINS TUNNEL, 7 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GB0921'SET IN THE TOP OF A LEDGE ON THE NORTHWEST ROCK WALL OF A CUT
 GB0921'FOR THE RAILROAD, 6 1/2 FEET SOUTHWEST OF A 6-INCH TRIANGLE
 GB0921'WHICH IS INSCRIBED IN THE SOUTHEAST FACE OF THE WALL, 37 1/2
 GB0921'FEET NORTH AND ACROSS THE TRACK FROM A TELEPHONE POLE, 130
 GB0921'YARDS NORTHEAST OF A METAL TELEPHONE BOX, 151.0 FEET SOUTHEAST
 GB0921'OF BENCH MARK A 197, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND,
 GB0921'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0387 ***********************************************************************
 FC0387  DESIGNATION -  P 256
 FC0387  PID         -  FC0387
 FC0387  STATE/COUNTY-  TN/BRADLEY
 FC0387  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0387
 FC0387                         *CURRENT SURVEY CONTROL
 FC0387  ___________________________________________________________________
 FC0387* NAD 83(1986)-  35 11 20.     (N)    084 49 03.     (W)     SCALED    
 FC0387* NAVD 88     -       251.290  (meters)     824.44   (feet)  ADJUSTED  
 FC0387  ___________________________________________________________________
 FC0387  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0387  DYNAMIC HT  -         251.043 (meters)     823.63  (feet)  COMP
 FC0387  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 FC0387
 FC0387  VERT ORDER  -  FIRST     CLASS I
 FC0387
 FC0387.The horizontal coordinates were scaled from a topographic map and have
 FC0387.an estimated accuracy of +/- 6 seconds.
 FC0387
 FC0387.The orthometric height was determined by differential leveling
 FC0387.and adjusted by the National Geodetic Survey in June 1991..
 FC0387
 FC0387.The geoid height was determined by GEOID03.
 FC0387
 FC0387.The dynamic height is computed by dividing the NAVD 88
 FC0387.geopotential number by the normal gravity value computed on the
 FC0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0387.degrees latitude (g = 980.6199 gals.).
 FC0387
 FC0387.The modeled gravity was interpolated from observed gravity values.
 FC0387
 FC0387;                    North         East    Units  Estimated Accuracy
 FC0387;SPC TN       -    95,580.      707,700.      MT  (+/- 180 meters Scaled)
 FC0387
 FC0387                          SUPERSEDED SURVEY CONTROL
 FC0387
 FC0387  NGVD 29 (??/??/92)  251.312  (m)          824.51   (f) ADJ UNCH    1 1
 FC0387
 FC0387.Superseded values are not recommended for survey control.
 FC0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0387.See file dsdata.txt to determine how the superseded data were derived.
 FC0387
 FC0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD987961(NAD 83)
 FC0387_MARKER: DB = BENCH MARK DISK
 FC0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0387_SP_SET: BRIDGE
 FC0387_STAMPING: P 256 1968
 FC0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0387
 FC0387  HISTORY     - Date     Condition        Report By
 FC0387  HISTORY     - 1968     MONUMENTED       CGS
 FC0387  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0387
 FC0387                          STATION DESCRIPTION
 FC0387
 FC0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0387'4.3 MI NE FROM CLEVELAND.
 FC0387'ABOUT 4.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0387'STATION AT CLEVELAND, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 208,
 FC0387'64 FEET WEST OF THE CENTER OF A BLACKTOP ROAD CROSSING, SET
 FC0387'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT FOR A 25-FOOT
 FC0387'CONCRETE BRIDGE UNDER THE ROAD, 15 FEET NORTH OF THE CENTER LINE
 FC0387'OF THE ROAD, 1 1/2 FEET SOUTH OF THE NORTH END OF THE ABUTMENT
 FC0387'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 FC0387
 FC0387                          STATION RECOVERY (1983)
 FC0387
 FC0387'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0430 ***********************************************************************
 FC0430  DESIGNATION -  P 257
 FC0430  PID         -  FC0430
 FC0430  STATE/COUNTY-  TN/MCMINN
 FC0430  USGS QUAD   -  RICEVILLE (1990)
 FC0430
 FC0430                         *CURRENT SURVEY CONTROL
 FC0430  ___________________________________________________________________
 FC0430* NAD 83(1986)-  35 25 22.     (N)    084 39 27.     (W)     SCALED    
 FC0430* NAVD 88     -       266.372  (meters)     873.92   (feet)  ADJUSTED  
 FC0430  ___________________________________________________________________
 FC0430  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0430  DYNAMIC HT  -         266.112 (meters)     873.07  (feet)  COMP
 FC0430  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC0430
 FC0430  VERT ORDER  -  FIRST     CLASS I
 FC0430
 FC0430.The horizontal coordinates were scaled from a topographic map and have
 FC0430.an estimated accuracy of +/- 6 seconds.
 FC0430
 FC0430.The orthometric height was determined by differential leveling
 FC0430.and adjusted by the National Geodetic Survey in June 1991..
 FC0430
 FC0430.The geoid height was determined by GEOID03.
 FC0430
 FC0430.The dynamic height is computed by dividing the NAVD 88
 FC0430.geopotential number by the normal gravity value computed on the
 FC0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0430.degrees latitude (g = 980.6199 gals.).
 FC0430
 FC0430.The modeled gravity was interpolated from observed gravity values.
 FC0430
 FC0430;                    North         East    Units  Estimated Accuracy
 FC0430;SPC TN       -   121,710.      721,910.      MT  (+/- 180 meters Scaled)
 FC0430
 FC0430                          SUPERSEDED SURVEY CONTROL
 FC0430
 FC0430  NGVD 29 (??/??/92)  266.419  (m)          874.08   (f) ADJ UNCH    1 1
 FC0430
 FC0430.Superseded values are not recommended for survey control.
 FC0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0430.See file dsdata.txt to determine how the superseded data were derived.
 FC0430
 FC0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126224(NAD 83)
 FC0430_MARKER: DB = BENCH MARK DISK
 FC0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0430_SP_SET: CULVERT
 FC0430_STAMPING: P 257 1968
 FC0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0430
 FC0430  HISTORY     - Date     Condition        Report By
 FC0430  HISTORY     - 1968     MONUMENTED       CGS
 FC0430
 FC0430                          STATION DESCRIPTION
 FC0430
 FC0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0430'3.4 MI NE FROM RICEVILLE.
 FC0430'ABOUT 3.45 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0430'POST OFFICE AT RICEVILLE, ABOUT 90 YARDS SOUTHWEST OF A GRAVELED
 FC0430'ROAD INTERSECTION, SET IN THE TOP OF THE NORTHEAST END OF THE
 FC0430'SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CATTLE UNDERPASS UNDER
 FC0430'BOTH LANES OF THE HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE
 FC0430'OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 1 FOOT SOUTHWEST
 FC0430'OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 2 FEET BELOW
 FC0430'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0873 ***********************************************************************
 FC0873  DESIGNATION -  P 258
 FC0873  PID         -  FC0873
 FC0873  STATE/COUNTY-  TN/MCMINN
 FC0873  USGS QUAD   -  NIOTA (1990)
 FC0873
 FC0873                         *CURRENT SURVEY CONTROL
 FC0873  ___________________________________________________________________
 FC0873* NAD 83(1986)-  35 33 17.     (N)    084 30 43.     (W)     SCALED    
 FC0873* NAVD 88     -       293.343  (meters)     962.41   (feet)  ADJUSTED  
 FC0873  ___________________________________________________________________
 FC0873  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FC0873  DYNAMIC HT  -         293.057 (meters)     961.47  (feet)  COMP
 FC0873  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 FC0873
 FC0873  VERT ORDER  -  FIRST     CLASS I
 FC0873
 FC0873.The horizontal coordinates were scaled from a topographic map and have
 FC0873.an estimated accuracy of +/- 6 seconds.
 FC0873
 FC0873.The orthometric height was determined by differential leveling
 FC0873.and adjusted by the National Geodetic Survey in June 1991..
 FC0873
 FC0873.The geoid height was determined by GEOID03.
 FC0873
 FC0873.The dynamic height is computed by dividing the NAVD 88
 FC0873.geopotential number by the normal gravity value computed on the
 FC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0873.degrees latitude (g = 980.6199 gals.).
 FC0873
 FC0873.The modeled gravity was interpolated from observed gravity values.
 FC0873
 FC0873;                    North         East    Units  Estimated Accuracy
 FC0873;SPC TN       -   136,540.      734,910.      MT  (+/- 180 meters Scaled)
 FC0873
 FC0873                          SUPERSEDED SURVEY CONTROL
 FC0873
 FC0873  NGVD 29 (??/??/92)  293.408  (m)          962.62   (f) ADJ UNCH    1 1
 FC0873
 FC0873.Superseded values are not recommended for survey control.
 FC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0873.See file dsdata.txt to determine how the superseded data were derived.
 FC0873
 FC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE255374(NAD 83)
 FC0873_MARKER: DB = BENCH MARK DISK
 FC0873_SETTING: 66 = SET IN ROCK OUTCROP
 FC0873_SP_SET: ROCK LEDGE
 FC0873_STAMPING: P 258 1968
 FC0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0873+STABILITY: POSITION/ELEVATION WELL
 FC0873
 FC0873  HISTORY     - Date     Condition        Report By
 FC0873  HISTORY     - 1968     MONUMENTED       CGS
 FC0873
 FC0873                          STATION DESCRIPTION
 FC0873
 FC0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0873'3.6 MI NE FROM NIOTA.
 FC0873'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0873'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 0.4 MILE SOUTHWEST
 FC0873'OF THE SOUTHERN RAILWAY MILEPOST 176, ABOUT 25 YARDS NORTHWEST
 FC0873'OF THE TRACK, 172 FEET NORTHEAST OF THE EAST CORNER OF A 10-FOOT
 FC0873'CONCRETE BOX CULVERT UNDER THE HIGHWAY, SET IN THE TOP OF THE
 FC0873'BOTTOM STEP OF A ROCK LEDGE THAT THE EXPOSED PART IS ABOUT 6
 FC0873'FEET LONG BY 2 1/2 FEET HIGH AND IS PART OF A 4-FOOT HIGH CUT,
 FC0873'18 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT
 FC0873'NORTHWEST OF THE NORTHWEST FACE OF THE TOP STEP OF THE LEDGE AND
 FC0873'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0056 ***********************************************************************
 FC0056  DESIGNATION -  P 259
 FC0056  PID         -  FC0056
 FC0056  STATE/COUNTY-  TN/LOUDON
 FC0056  USGS QUAD   -  LENOIR CITY (1986)
 FC0056
 FC0056                         *CURRENT SURVEY CONTROL
 FC0056  ___________________________________________________________________
 FC0056* NAD 83(1986)-  35 46 12.     (N)    084 18 26.     (W)     SCALED    
 FC0056* NAVD 88     -       250.668  (meters)     822.40   (feet)  ADJUSTED  
 FC0056  ___________________________________________________________________
 FC0056  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0056  DYNAMIC HT  -         250.429 (meters)     821.62  (feet)  COMP
 FC0056  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FC0056
 FC0056  VERT ORDER  -  FIRST     CLASS I
 FC0056
 FC0056.The horizontal coordinates were scaled from a topographic map and have
 FC0056.an estimated accuracy of +/- 6 seconds.
 FC0056
 FC0056.The orthometric height was determined by differential leveling
 FC0056.and adjusted by the National Geodetic Survey in June 1991..
 FC0056
 FC0056.The geoid height was determined by GEOID03.
 FC0056
 FC0056.The dynamic height is computed by dividing the NAVD 88
 FC0056.geopotential number by the normal gravity value computed on the
 FC0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0056.degrees latitude (g = 980.6199 gals.).
 FC0056
 FC0056.The modeled gravity was interpolated from observed gravity values.
 FC0056
 FC0056;                    North         East    Units  Estimated Accuracy
 FC0056;SPC TN       -   160,720.      753,050.      MT  (+/- 180 meters Scaled)
 FC0056
 FC0056                          SUPERSEDED SURVEY CONTROL
 FC0056
 FC0056  NGVD 29 (??/??/92)  250.775  (m)          822.75   (f) ADJ UNCH    1 1
 FC0056
 FC0056.Superseded values are not recommended for survey control.
 FC0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0056.See file dsdata.txt to determine how the superseded data were derived.
 FC0056
 FC0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE434617(NAD 83)
 FC0056_MARKER: DB = BENCH MARK DISK
 FC0056_SETTING: 66 = SET IN ROCK OUTCROP
 FC0056_SP_SET: ROCK CUT
 FC0056_STAMPING: P 259 1968
 FC0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0056+STABILITY: POSITION/ELEVATION WELL
 FC0056
 FC0056  HISTORY     - Date     Condition        Report By
 FC0056  HISTORY     - 1968     MONUMENTED       CGS
 FC0056
 FC0056                          STATION DESCRIPTION
 FC0056
 FC0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0056'2.6 MI NE FROM LOUDON.
 FC0056'ABOUT 2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0056'STATION AT LOUDON, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 157, SET IN
 FC0056'THE TOP OF A ROCK LEDGE THAT IS ABOUT 5 FEET LONG BY 1 1/2 FEET
 FC0056'WIDE AND IS AT THE BASE OF A CUT THAT IS ABOUT 75 YARDS LONG
 FC0056'BY 50 FEET HIGH AND IS PART OF A LARGE ROCK BLUFF ALONG THE
 FC0056'NORTHWEST SIDE OF THE TRACK, 8.6 FEET NORTHWEST OF THE NORTHWEST
 FC0056'RAIL, 6 1/2 FEET SOUTHWEST OF A CORNER WHERE THE ROCK TURNS TO
 FC0056'THE NORTH AWAY FROM THE TRACK AND ABOUT 2 FEET ABOVE THE LEVEL
 FC0056'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1560 ***********************************************************************
 GC1560  DESIGNATION -  P 26
 GC1560  PID         -  GC1560
 GC1560  STATE/COUNTY-  TN/HUMPHREYS
 GC1560  USGS QUAD   -  WAVERLY (1987)
 GC1560
 GC1560                         *CURRENT SURVEY CONTROL
 GC1560  ___________________________________________________________________
 GC1560* NAD 83(1986)-  36 05 13.     (N)    087 48 44.     (W)     SCALED    
 GC1560* NAVD 88     -       153.107  (meters)     502.32   (feet)  ADJUSTED  
 GC1560  ___________________________________________________________________
 GC1560  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GC1560  DYNAMIC HT  -         152.975 (meters)     501.89  (feet)  COMP
 GC1560  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC1560
 GC1560  VERT ORDER  -  FIRST     CLASS II
 GC1560
 GC1560.The horizontal coordinates were scaled from a topographic map and have
 GC1560.an estimated accuracy of +/- 6 seconds.
 GC1560
 GC1560.The orthometric height was determined by differential leveling
 GC1560.and adjusted by the National Geodetic Survey in June 1991..
 GC1560
 GC1560.The geoid height was determined by GEOID03.
 GC1560
 GC1560.The dynamic height is computed by dividing the NAVD 88
 GC1560.geopotential number by the normal gravity value computed on the
 GC1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1560.degrees latitude (g = 980.6199 gals.).
 GC1560
 GC1560.The modeled gravity was interpolated from observed gravity values.
 GC1560
 GC1560;                    North         East    Units  Estimated Accuracy
 GC1560;SPC TN       -   196,070.      436,800.      MT  (+/- 180 meters Scaled)
 GC1560
 GC1560                          SUPERSEDED SURVEY CONTROL
 GC1560
 GC1560  NGVD 29 (??/??/92)  153.138  (m)          502.42   (f) ADJ UNCH    1 2
 GC1560
 GC1560.Superseded values are not recommended for survey control.
 GC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1560.See file dsdata.txt to determine how the superseded data were derived.
 GC1560
 GC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE268938(NAD 83)
 GC1560_MARKER: DB = BENCH MARK DISK
 GC1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1560_STAMPING: 502.525 P 26 1934
 GC1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1560+STABILITY: SURFACE MOTION
 GC1560
 GC1560  HISTORY     - Date     Condition        Report By
 GC1560  HISTORY     - 1934     MONUMENTED       CGS
 GC1560  HISTORY     - 1947     GOOD             NGS
 GC1560  HISTORY     - 1972     GOOD             TVA
 GC1560
 GC1560                          STATION DESCRIPTION
 GC1560
 GC1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1560'1.2 MI W FROM WAVERLY.
 GC1560'1.2 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1560'RAILWAY FROM THE STATION AT WAVERLY, 9 FEET NORTHEAST OF POLE
 GC1560'67/30, 105 FEET SOUTH OF THE SOUTHWEST CORNER OF A 2-STORY HOUSE,
 GC1560'126 FEET NORTHEAST OF A CONCRETE SIGNAL RELAY BOX, AT A PRIVATE-ROAD
 GC1560'CROSSING, 27 FEET NORTH OF THE NORTH RAIL, 12 FEET WEST OF THE
 GC1560'CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 GC1560'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1560
 GC1560                          STATION RECOVERY (1972)
 GC1560
 GC1560'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1893 ***********************************************************************
 FB1893  DESIGNATION -  P 260
 FB1893  PID         -  FB1893
 FB1893  STATE/COUNTY-  TN/KNOX
 FB1893  USGS QUAD   -  KNOXVILLE (1978)
 FB1893
 FB1893                         *CURRENT SURVEY CONTROL
 FB1893  ___________________________________________________________________
 FB1893* NAD 83(1986)-  35 57 30.     (N)    083 56 48.     (W)     SCALED    
 FB1893* NAVD 88     -       264.531  (meters)     867.88   (feet)  ADJUSTED  
 FB1893  ___________________________________________________________________
 FB1893  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1893  DYNAMIC HT  -         264.286 (meters)     867.08  (feet)  COMP
 FB1893  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FB1893
 FB1893  VERT ORDER  -  FIRST     CLASS I
 FB1893
 FB1893.The horizontal coordinates were scaled from a topographic map and have
 FB1893.an estimated accuracy of +/- 6 seconds.
 FB1893
 FB1893.The orthometric height was determined by differential leveling
 FB1893.and adjusted by the National Geodetic Survey in June 1991..
 FB1893
 FB1893.The geoid height was determined by GEOID03.
 FB1893
 FB1893.The dynamic height is computed by dividing the NAVD 88
 FB1893.geopotential number by the normal gravity value computed on the
 FB1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1893.degrees latitude (g = 980.6199 gals.).
 FB1893
 FB1893.The modeled gravity was interpolated from observed gravity values.
 FB1893
 FB1893;                    North         East    Units  Estimated Accuracy
 FB1893;SPC TN       -   182,240.      785,210.      MT  (+/- 180 meters Scaled)
 FB1893
 FB1893                          SUPERSEDED SURVEY CONTROL
 FB1893
 FB1893  NGVD 29 (??/??/92)  264.670  (m)          868.34   (f) ADJ UNCH    1 1
 FB1893
 FB1893.Superseded values are not recommended for survey control.
 FB1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1893.See file dsdata.txt to determine how the superseded data were derived.
 FB1893
 FB1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV342833(NAD 83)
 FB1893_MARKER: DB = BENCH MARK DISK
 FB1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1893_SP_SET: PIER
 FB1893_STAMPING: P 260 1968
 FB1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1893+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1893
 FB1893  HISTORY     - Date     Condition        Report By
 FB1893  HISTORY     - 1968     MONUMENTED       CGS
 FB1893  HISTORY     - 20010323 GOOD             USPSQD
 FB1893  HISTORY     - 20060112 GOOD             USPSQD
 FB1893
 FB1893                          STATION DESCRIPTION
 FB1893
 FB1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1893'AT KNOXVILLE.
 FB1893'AT KNOXVILLE, ABOUT 1.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FB1893'FROM THE STATION, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 133, SET
 FB1893'VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHWEST LEG OF THE FIRST
 FB1893'PIER SOUTHEAST OF THE TRACK AND UNDER THE SOUTH BOUND LANE OF
 FB1893'U.S. HIGHWAY 129 OVERPASS OVER THE TRACK, 57 FEET SOUTHEAST OF THE
 FB1893'SOUTHEAST RAIL, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 FB1893'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1893
 FB1893                          STATION RECOVERY (2001)
 FB1893
 FB1893'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1893'RECOVERED IN GOOD CONDITION.
 FB1893
 FB1893                          STATION RECOVERY (2006)
 FB1893
 FB1893'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1412 ***********************************************************************
 FE1412  DESIGNATION -  P 261
 FE1412  PID         -  FE1412
 FE1412  STATE/COUNTY-  TN/SHELBY
 FE1412  USGS QUAD   -  MILLINGTON (1997)
 FE1412
 FE1412                         *CURRENT SURVEY CONTROL
 FE1412  ___________________________________________________________________
 FE1412* NAD 83(1986)-  35 16 20.     (N)    089 58 56.     (W)     SCALED    
 FE1412* NAVD 88     -        73.069  (meters)     239.73   (feet)  ADJUSTED  
 FE1412  ___________________________________________________________________
 FE1412  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1412  DYNAMIC HT  -          73.004 (meters)     239.51  (feet)  COMP
 FE1412  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1412
 FE1412  VERT ORDER  -  FIRST     CLASS I
 FE1412
 FE1412.The horizontal coordinates were scaled from a topographic map and have
 FE1412.an estimated accuracy of +/- 6 seconds.
 FE1412
 FE1412.The orthometric height was determined by differential leveling
 FE1412.and adjusted by the National Geodetic Survey in June 1991..
 FE1412
 FE1412.The geoid height was determined by GEOID03.
 FE1412
 FE1412.The dynamic height is computed by dividing the NAVD 88
 FE1412.geopotential number by the normal gravity value computed on the
 FE1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1412.degrees latitude (g = 980.6199 gals.).
 FE1412
 FE1412.The modeled gravity was interpolated from observed gravity values.
 FE1412
 FE1412;                    North         East    Units  Estimated Accuracy
 FE1412;SPC TN       -   111,540.      237,780.      MT  (+/- 180 meters Scaled)
 FE1412
 FE1412                          SUPERSEDED SURVEY CONTROL
 FE1412
 FE1412  NGVD 29 (??/??/??)   73.023  (m)          239.58   (f) ADJUSTED    1 1
 FE1412
 FE1412.Superseded values are not recommended for survey control.
 FE1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1412.See file dsdata.txt to determine how the superseded data were derived.
 FE1412
 FE1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE287073(NAD 83)
 FE1412_MARKER: DB = BENCH MARK DISK
 FE1412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1412_SP_SET: 48 FEET
 FE1412_STAMPING: P 261 1974
 FE1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1412
 FE1412  HISTORY     - Date     Condition        Report By
 FE1412  HISTORY     - 1974     MONUMENTED       NGS
 FE1412  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FE1412  HISTORY     - 19990622 MARK NOT FOUND   TN1620
 FE1412
 FE1412                          STATION DESCRIPTION
 FE1412
 FE1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1412'3.8 MI NE FROM FRAYSER.
 FE1412'ABOUT 3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY OF
 FE1412'SORROWS CHURCH AND SCHOOL AT FRAYSER, AT THE JUNCTION WITH FITE
 FE1412'ROAD, LEADING EAST, IN A TRIANGLE SHAPED PLOT OF GROUND FORMING
 FE1412'Y, 83 FEET NORTH OF THE CENTER LINE OF THE SOUTH ARM OF Y, 45.5
 FE1412'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF U.S.
 FE1412'HIGHWAY 51, 3.4 FEET SOUTHWEST OF A POWER POLE NO. 13397 AND
 FE1412'BRACED BY A GUY WIRE, 0.7 FOOT NORTHEAST OF A METAL WITNESS POST,
 FE1412'1 FOOT ABOVE HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD,
 FE1412'FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH IRON PIPE
 FE1412'PROJECTING 1-INCH.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE1412
 FE1412                          STATION RECOVERY (1992)
 FE1412
 FE1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1412'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1412
 FE1412                          STATION RECOVERY (1999)
 FE1412
 FE1412'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (KG)
 FE1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1750 ***********************************************************************
 FE1750  DESIGNATION -  P 262
 FE1750  PID         -  FE1750
 FE1750  STATE/COUNTY-  TN/TIPTON
 FE1750  USGS QUAD   -  COVINGTON (1983)
 FE1750
 FE1750                         *CURRENT SURVEY CONTROL
 FE1750  ___________________________________________________________________
 FE1750* NAD 83(1986)-  35 31 06.     (N)    089 41 57.     (W)     SCALED    
 FE1750* NAVD 88     -        95.876  (meters)     314.55   (feet)  ADJUSTED  
 FE1750  ___________________________________________________________________
 FE1750  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1750  DYNAMIC HT  -          95.794 (meters)     314.28  (feet)  COMP
 FE1750  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 FE1750
 FE1750  VERT ORDER  -  FIRST     CLASS I
 FE1750
 FE1750.The horizontal coordinates were scaled from a topographic map and have
 FE1750.an estimated accuracy of +/- 6 seconds.
 FE1750
 FE1750.The orthometric height was determined by differential leveling
 FE1750.and adjusted by the National Geodetic Survey in June 1991..
 FE1750
 FE1750.The geoid height was determined by GEOID03.
 FE1750
 FE1750.The dynamic height is computed by dividing the NAVD 88
 FE1750.geopotential number by the normal gravity value computed on the
 FE1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1750.degrees latitude (g = 980.6199 gals.).
 FE1750
 FE1750.The modeled gravity was interpolated from observed gravity values.
 FE1750
 FE1750;                    North         East    Units  Estimated Accuracy
 FE1750;SPC TN       -   137,820.      264,550.      MT  (+/- 180 meters Scaled)
 FE1750
 FE1750                          SUPERSEDED SURVEY CONTROL
 FE1750
 FE1750  NGVD 29 (??/??/??)   95.846  (m)          314.45   (f) ADJUSTED    1 1
 FE1750
 FE1750.Superseded values are not recommended for survey control.
 FE1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1750.See file dsdata.txt to determine how the superseded data were derived.
 FE1750
 FE1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE552338(NAD 83)
 FE1750_MARKER: DB = BENCH MARK DISK
 FE1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1750_SP_SET: CULVERT
 FE1750_STAMPING: P 262 1974
 FE1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1750
 FE1750  HISTORY     - Date     Condition        Report By
 FE1750  HISTORY     - 1974     MONUMENTED       NGS
 FE1750  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1750
 FE1750                          STATION DESCRIPTION
 FE1750
 FE1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1750'4.3 MI SW FROM COVINGTON.
 FE1750'ABOUT 4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1750'OF STATE HIGHWAYS 54 AND 59 LEADING EAST IN COVINGTON, 36 FEET
 FE1750'NORTHEAST OF THE EXTENDED CENTER LINE OF A CROSSOVER BETWEEN
 FE1750'4 LANES OF HIGHWAY, AT A 10 FT BY 5 FT BOX CULVERT UNDER THE
 FE1750'SOUTHEAST LANE OF THE HIGHWAY, 41.5 FEET WEST-SOUTHWEST OF
 FE1750'TELEPHONE POLE 58, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE
 FE1750'OF THE SOUTHEAST LANE OF HIGHWAY, SET IN TOP OF THE NORTHEAST
 FE1750'END OF THE SOUTHEAST CONCRETE HEADWALL OF CULVERT AND ABOUT LEVEL
 FE1750'WITH THE HIGHWAY.
 FE1750
 FE1750                          STATION RECOVERY (2002)
 FE1750
 FE1750'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1750'CULVERT SEEMS TO HAVE BEEN REPLACED SINCE 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0947 ***********************************************************************
 FE0947  DESIGNATION -  P 263
 FE0947  PID         -  FE0947
 FE0947  STATE/COUNTY-  TN/LAUDERDALE
 FE0947  USGS QUAD   -  GATES (1983)
 FE0947
 FE0947                         *CURRENT SURVEY CONTROL
 FE0947  ___________________________________________________________________
 FE0947* NAD 83(1986)-  35 47 24.     (N)    089 28 24.     (W)     SCALED    
 FE0947* NAVD 88     -       126.439  (meters)     414.83   (feet)  ADJUSTED  
 FE0947  ___________________________________________________________________
 FE0947  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0947  DYNAMIC HT  -         126.331 (meters)     414.47  (feet)  COMP
 FE0947  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 FE0947
 FE0947  VERT ORDER  -  FIRST     CLASS I
 FE0947
 FE0947.The horizontal coordinates were scaled from a topographic map and have
 FE0947.an estimated accuracy of +/- 6 seconds.
 FE0947
 FE0947.The orthometric height was determined by differential leveling
 FE0947.and adjusted by the National Geodetic Survey in June 1991..
 FE0947
 FE0947.The geoid height was determined by GEOID03.
 FE0947
 FE0947.The dynamic height is computed by dividing the NAVD 88
 FE0947.geopotential number by the normal gravity value computed on the
 FE0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0947.degrees latitude (g = 980.6199 gals.).
 FE0947
 FE0947.The modeled gravity was interpolated from observed gravity values.
 FE0947
 FE0947;                    North         East    Units  Estimated Accuracy
 FE0947;SPC TN       -   167,190.      286,090.      MT  (+/- 180 meters Scaled)
 FE0947
 FE0947                          SUPERSEDED SURVEY CONTROL
 FE0947
 FE0947  NGVD 29 (??/??/??)  126.392  (m)          414.67   (f) ADJUSTED    1 1
 FE0947
 FE0947.Superseded values are not recommended for survey control.
 FE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0947.See file dsdata.txt to determine how the superseded data were derived.
 FE0947
 FE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE764634(NAD 83)
 FE0947_MARKER: DB = BENCH MARK DISK
 FE0947_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE0947_SP_SET: 48 FEET
 FE0947_STAMPING: P 263 1954
 FE0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0947
 FE0947  HISTORY     - Date     Condition        Report By
 FE0947  HISTORY     - 1974     MONUMENTED       NGS
 FE0947  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0947
 FE0947                          STATION DESCRIPTION
 FE0947
 FE0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0947'4.8 MI NE FROM RIPLEY.
 FE0947'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE0947'AT RIPLEY, ALSO, 5.15 MILES SOUTHWEST OF JUNCTION OF U.S. HIGHWAY
 FE0947'51 AND STATE HIGHWAY 88 AT GATES, THENCE 4.55 MILES NORTHEAST
 FE0947'ALONG OLD U.S. HIGHWAY 51, 0.1 MILE WEST OF A CURVE IN THE
 FE0947'HIGHWAY, ABOUT 0.3 MILE EAST OF THE CROSSING OF POWER LINES
 FE0947'SUPPORTED BY STEEL TOWERS, 61 FEET SOUTH OF THE CENTER LINE OF
 FE0947'THE HIGHWAY, 39 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK
 FE0947'OF ILLINOIS CENTRAL RAILROAD, 29.6 FEET NORTH OF SEMAPHORE
 FE0947'J333.1, 23.6 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE
 FE0947'PEDESTAL LP-N50, 3.9 FEET EAST OF A TELEPHONE POLE BRACED BY TWO
 FE0947'GUY WIRES, 4 FEET WEST OF BASE OF GUY WIRE, 0.7 FOOT SOUTHEAST
 FE0947'OF A CREOSOTED WITNESS POST, 1/2 FOOT ABOVE HIGHWAY AND ON TOP
 FE0947'OF A COPPER COATED STEEL ROD, 5-INCHES ABOVE GROUND AND PROTECTED
 FE0947'BY A 4-INCH IRON PIPE PROJECTING 6-INCHES.  THE ROD WAS DRIVEN
 FE0947'TO A DEPTH OF 48 FEET.
 FE0947
 FE0947                          STATION RECOVERY (2002)
 FE0947
 FE0947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0947'REFERENCES NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0911 ***********************************************************************
 FE0911  DESIGNATION -  P 264
 FE0911  PID         -  FE0911
 FE0911  STATE/COUNTY-  TN/DYER
 FE0911  USGS QUAD   -  FOWLKES (1983)
 FE0911
 FE0911                         *CURRENT SURVEY CONTROL
 FE0911  ___________________________________________________________________
 FE0911* NAD 83(1986)-  35 58 07.     (N)    089 23 22.     (W)     SCALED    
 FE0911* NAVD 88     -       104.529  (meters)     342.94   (feet)  ADJUSTED  
 FE0911  ___________________________________________________________________
 FE0911  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0911  DYNAMIC HT  -         104.441 (meters)     342.65  (feet)  COMP
 FE0911  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FE0911
 FE0911  VERT ORDER  -  FIRST     CLASS I
 FE0911
 FE0911.The horizontal coordinates were scaled from a topographic map and have
 FE0911.an estimated accuracy of +/- 6 seconds.
 FE0911
 FE0911.The orthometric height was determined by differential leveling
 FE0911.and adjusted by the National Geodetic Survey in June 1991..
 FE0911
 FE0911.The geoid height was determined by GEOID03.
 FE0911
 FE0911.The dynamic height is computed by dividing the NAVD 88
 FE0911.geopotential number by the normal gravity value computed on the
 FE0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0911.degrees latitude (g = 980.6199 gals.).
 FE0911
 FE0911.The modeled gravity was interpolated from observed gravity values.
 FE0911
 FE0911;                    North         East    Units  Estimated Accuracy
 FE0911;SPC TN       -   186,730.      294,350.      MT  (+/- 180 meters Scaled)
 FE0911
 FE0911                          SUPERSEDED SURVEY CONTROL
 FE0911
 FE0911  NGVD 29 (??/??/??)  104.466  (m)          342.74   (f) ADJUSTED    1 1
 FE0911
 FE0911.Superseded values are not recommended for survey control.
 FE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0911.See file dsdata.txt to determine how the superseded data were derived.
 FE0911
 FE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845831(NAD 83)
 FE0911_MARKER: DB = BENCH MARK DISK
 FE0911_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0911_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0911_STAMPING: P 264 1974
 FE0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0911
 FE0911  HISTORY     - Date     Condition        Report By
 FE0911  HISTORY     - 1974     MONUMENTED       NGS
 FE0911  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0911
 FE0911                          STATION DESCRIPTION
 FE0911
 FE0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0911'AT FOWLKES.
 FE0911'AT FOWLKES, SET ON THE NORTH SIDE OF THE FOWLKES BAPTIST CHURCH,
 FE0911'90.1 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 51, 70 FEET SOUTH
 FE0911'OF THE CENTER LINE OF A GRAVEL ROAD LEADING WEST, 46.7 FEET
 FE0911'WEST-SOUTHWEST OF THE MOST WESTERLY ONE OF TWO POWER POLES IN
 FE0911'PARKING LOT OF CHURCH, 17.8 FEET SOUTH OF THE NORTHEAST CORNER OF
 FE0911'CHURCH, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT
 FE0911'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE0911'DISK IS 0.1 INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FE0911'PIPE THAT IS FLUSH WITH THE GROUND.
 FE0911
 FE0911                          STATION RECOVERY (2002)
 FE0911
 FE0911'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0911'SUSPECTED DESTROYED. AREA UNDER CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1138 ***********************************************************************
 GD1138  DESIGNATION -  P 265
 GD1138  PID         -  GD1138
 GD1138  STATE/COUNTY-  TN/LAKE
 GD1138  USGS QUAD   -  RIDGELY (1981)
 GD1138
 GD1138                         *CURRENT SURVEY CONTROL
 GD1138  ___________________________________________________________________
 GD1138* NAD 83(1986)-  36 20 59.     (N)    089 28 07.     (W)     SCALED    
 GD1138* NAVD 88     -        86.413  (meters)     283.51   (feet)  ADJUSTED  
 GD1138  ___________________________________________________________________
 GD1138  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1138  DYNAMIC HT  -          86.343 (meters)     283.28  (feet)  COMP
 GD1138  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GD1138
 GD1138  VERT ORDER  -  FIRST     CLASS I
 GD1138
 GD1138.The horizontal coordinates were scaled from a topographic map and have
 GD1138.an estimated accuracy of +/- 6 seconds.
 GD1138
 GD1138.The orthometric height was determined by differential leveling
 GD1138.and adjusted by the National Geodetic Survey in June 1991..
 GD1138
 GD1138.The geoid height was determined by GEOID03.
 GD1138
 GD1138.The dynamic height is computed by dividing the NAVD 88
 GD1138.geopotential number by the normal gravity value computed on the
 GD1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1138.degrees latitude (g = 980.6199 gals.).
 GD1138
 GD1138.The modeled gravity was interpolated from observed gravity values.
 GD1138
 GD1138;                    North         East    Units  Estimated Accuracy
 GD1138;SPC TN       -   229,240.      288,710.      MT  (+/- 180 meters Scaled)
 GD1138
 GD1138                          SUPERSEDED SURVEY CONTROL
 GD1138
 GD1138  NGVD 29 (??/??/??)   86.340  (m)          283.27   (f) ADJUSTED    1 1
 GD1138
 GD1138.Superseded values are not recommended for survey control.
 GD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1138.See file dsdata.txt to determine how the superseded data were derived.
 GD1138
 GD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF784255(NAD 83)
 GD1138_MARKER: DB = BENCH MARK DISK
 GD1138_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1138+WITH SETTING: INTO GROUND
 GD1138_STAMPING: P 265 1974
 GD1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1138+STABILITY: SURFACE MOTION
 GD1138
 GD1138  HISTORY     - Date     Condition        Report By
 GD1138  HISTORY     - 1974     MONUMENTED       NGS
 GD1138  HISTORY     - 20020802 POOR             USACE
 GD1138
 GD1138                          STATION DESCRIPTION
 GD1138
 GD1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1138'1.85 MI S FROM TIPTONVILLE.
 GD1138'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1138'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, ABOUT 0.05 MILE NORTH OF
 GD1138'THE NORTH END OF A BRIDGE, NEAR THE EDGE OF A LARGE CULTIVATED FIELD
 GD1138'AND A POWER LINE CROSSING, 57.3 FEET EAST OF THE CENTER LINE OF STATE
 GD1138'HIGHWAY 78, 2.6 FEET SOUTH OF THE FIRST POWER POLE, ON EAST SIDE OF
 GD1138'HIGHWAY AND LEADING SOUTH, 8 FEET BELOW LEVEL OF THE HIGHWAY AND ON
 GD1138'TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 GD1138'BASE PLATE.  THE DISK IS 0.2 FOOT ABOVE GROUND AND PROTECTED BY A
 GD1138'4-INCH PLASTIC PIPE THAT IS PROJECTING 0.25 FOOT.
 GD1138
 GD1138                          STATION RECOVERY (2002)
 GD1138
 GD1138'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1138'MARK DESTROYED. FOUND ROD PROJECTING 1 INCH ABOVE BROKEN PVC AND DISK
 GD1138'LAYING ON GROUND UNATTATCHED FROM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1549 ***********************************************************************
 GC1549  DESIGNATION -  P 27
 GC1549  PID         -  GC1549
 GC1549  STATE/COUNTY-  TN/HUMPHREYS
 GC1549  USGS QUAD   -  MC EWEN (1982)
 GC1549
 GC1549                         *CURRENT SURVEY CONTROL
 GC1549  ___________________________________________________________________
 GC1549* NAD 83(1986)-  36 06 21.     (N)    087 40 44.     (W)     SCALED    
 GC1549* NAVD 88     -       216.209  (meters)     709.35   (feet)  ADJUSTED  
 GC1549  ___________________________________________________________________
 GC1549  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1549  DYNAMIC HT  -         216.021 (meters)     708.73  (feet)  COMP
 GC1549  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GC1549
 GC1549  VERT ORDER  -  FIRST     CLASS II
 GC1549
 GC1549.The horizontal coordinates were scaled from a topographic map and have
 GC1549.an estimated accuracy of +/- 6 seconds.
 GC1549
 GC1549.The orthometric height was determined by differential leveling
 GC1549.and adjusted by the National Geodetic Survey in June 1991..
 GC1549.WARNING-Repeat measurements at this control monument indicate possible
 GC1549.vertical movement.
 GC1549
 GC1549.The geoid height was determined by GEOID03.
 GC1549
 GC1549.The dynamic height is computed by dividing the NAVD 88
 GC1549.geopotential number by the normal gravity value computed on the
 GC1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1549.degrees latitude (g = 980.6199 gals.).
 GC1549
 GC1549.The modeled gravity was interpolated from observed gravity values.
 GC1549
 GC1549;                    North         East    Units  Estimated Accuracy
 GC1549;SPC TN       -   197,960.      448,840.      MT  (+/- 180 meters Scaled)
 GC1549
 GC1549                          SUPERSEDED SURVEY CONTROL
 GC1549
 GC1549  NGVD 29 (??/??/92)  216.222  (m)          709.39   (f) ADJ UNCH    1 2
 GC1549
 GC1549.Superseded values are not recommended for survey control.
 GC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1549.See file dsdata.txt to determine how the superseded data were derived.
 GC1549
 GC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE388959(NAD 83)
 GC1549_MARKER: DB = BENCH MARK DISK
 GC1549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1549_SP_SET: BRIDGE ABUTMENT
 GC1549_STAMPING: P 27 708.949 1934
 GC1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1549
 GC1549  HISTORY     - Date     Condition        Report By
 GC1549  HISTORY     - 1934     MONUMENTED       CGS
 GC1549  HISTORY     - 1948     GOOD             NGS
 GC1549  HISTORY     - 1972     GOOD             TVA
 GC1549
 GC1549                          STATION DESCRIPTION
 GC1549
 GC1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1549'2.6 MI W FROM MC EWEN.
 GC1549'2.6 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1549'RAILWAY FROM THE STATION AT MC EWEN, HUMPHREYS COUNTY, ALONG
 GC1549'THE ABANDONED RAILWAY BED, 130 YARDS SOUTH OF THE PRESENT TRACK,
 GC1549'19 POLES WEST OF MILEPOST 59, SET IN THE TOP OF THE SOUTH END
 GC1549'OF THE WEST CONCRETE ABUTMENT OF THE REMAINS OF RAILWAY BRIDGE
 GC1549'NO. 59.5 OVER A SMALL STREAM.  A STANDARD DISK, STAMPED P 27
 GC1549'708.949 1934.  NOTE-- THE CHANGE IN ELEVATION SHOWN BY THE 1948
 GC1549'LEVELING INDICATES THAT THIS BENCH MARK MAY HAVE BEEN RESET.
 GC1549
 GC1549                          STATION RECOVERY (1972)
 GC1549
 GC1549'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0693 ***********************************************************************
 FD0693  DESIGNATION -  P 29
 FD0693  PID         -  FD0693
 FD0693  STATE/COUNTY-  TN/HICKMAN
 FD0693  USGS QUAD   -  CENTERVILLE (1987)
 FD0693
 FD0693                         *CURRENT SURVEY CONTROL
 FD0693  ___________________________________________________________________
 FD0693* NAD 83(1986)-  35 45 53.     (N)    087 27 12.     (W)     SCALED    
 FD0693* NAVD 88     -       234.036  (meters)     767.83   (feet)  ADJUSTED  
 FD0693  ___________________________________________________________________
 FD0693  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0693  DYNAMIC HT  -         233.829 (meters)     767.15  (feet)  COMP
 FD0693  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FD0693
 FD0693  VERT ORDER  -  SECOND    CLASS 0
 FD0693
 FD0693.The horizontal coordinates were scaled from a topographic map and have
 FD0693.an estimated accuracy of +/- 6 seconds.
 FD0693
 FD0693.The orthometric height was determined by differential leveling
 FD0693.and adjusted by the National Geodetic Survey in June 1991..
 FD0693
 FD0693.The geoid height was determined by GEOID03.
 FD0693
 FD0693.The dynamic height is computed by dividing the NAVD 88
 FD0693.geopotential number by the normal gravity value computed on the
 FD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0693.degrees latitude (g = 980.6199 gals.).
 FD0693
 FD0693.The modeled gravity was interpolated from observed gravity values.
 FD0693
 FD0693;                    North         East    Units  Estimated Accuracy
 FD0693;SPC TN       -   159,790.      468,590.      MT  (+/- 180 meters Scaled)
 FD0693
 FD0693                          SUPERSEDED SURVEY CONTROL
 FD0693
 FD0693  NGVD 29 (??/??/92)  234.025  (m)          767.80   (f) ADJ UNCH    2 0
 FD0693
 FD0693.Superseded values are not recommended for survey control.
 FD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0693.See file dsdata.txt to determine how the superseded data were derived.
 FD0693
 FD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE590579(NAD 83)
 FD0693_MARKER: DB = BENCH MARK DISK
 FD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0693_STAMPING: P 29 1934
 FD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0693+STABILITY: SURFACE MOTION
 FD0693
 FD0693  HISTORY     - Date     Condition        Report By
 FD0693  HISTORY     - 1934     MONUMENTED       CGS
 FD0693  HISTORY     - 1952     GOOD             TVA
 FD0693
 FD0693                          STATION DESCRIPTION
 FD0693
 FD0693'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FD0693'1.2 MI SE FROM CENTERVILLE.
 FD0693'1.2 MILES SOUTHEAST ALONG A BLACK TOP HIGHWAY (FORMERLY STATE
 FD0693'HIGHWAY 50) FROM CENTERVILLE, IN THE FRONT YARD OF THE O.H.
 FD0693'BERNARD SCHOOL, 30 FEET SOUTHWEST OF THE MAIN ENTRANCE TO THE
 FD0693'BUILDING, 7 FEET SOUTH OF A WALK LEADING TO THE MAIN ENTRANCE, AND
 FD0693'1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED P 29 1934
 FD0693'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2397 ***********************************************************************
 FB2397  DESIGNATION -  P 292
 FB2397  PID         -  FB2397
 FB2397  STATE/COUNTY-  TN/BLOUNT
 FB2397  USGS QUAD   -  MARYVILLE (1979)
 FB2397
 FB2397                         *CURRENT SURVEY CONTROL
 FB2397  ___________________________________________________________________
 FB2397* NAD 83(1986)-  35 48 47.     (N)    083 56 13.     (W)     SCALED    
 FB2397* NAVD 88     -       264.916  (meters)     869.15   (feet)  ADJUSTED  
 FB2397  ___________________________________________________________________
 FB2397  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FB2397  DYNAMIC HT  -         264.668 (meters)     868.33  (feet)  COMP
 FB2397  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 FB2397
 FB2397  VERT ORDER  -  FIRST     CLASS II
 FB2397
 FB2397.The horizontal coordinates were scaled from a topographic map and have
 FB2397.an estimated accuracy of +/- 6 seconds.
 FB2397
 FB2397.The orthometric height was determined by differential leveling
 FB2397.and adjusted by the National Geodetic Survey in June 1991..
 FB2397
 FB2397.The geoid height was determined by GEOID03.
 FB2397
 FB2397.The dynamic height is computed by dividing the NAVD 88
 FB2397.geopotential number by the normal gravity value computed on the
 FB2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2397.degrees latitude (g = 980.6199 gals.).
 FB2397
 FB2397.The modeled gravity was interpolated from observed gravity values.
 FB2397
 FB2397;                    North         East    Units  Estimated Accuracy
 FB2397;SPC TN       -   166,140.      786,430.      MT  (+/- 180 meters Scaled)
 FB2397
 FB2397                          SUPERSEDED SURVEY CONTROL
 FB2397
 FB2397  NGVD 29 (12/12/91)  265.047  (m)          869.58   (f) ADJUSTED    1 2
 FB2397
 FB2397.Superseded values are not recommended for survey control.
 FB2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2397.See file dsdata.txt to determine how the superseded data were derived.
 FB2397
 FB2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV346671(NAD 83)
 FB2397_MARKER: I = METAL ROD
 FB2397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2397_SP_SET: STAINLESS STEEL ROD
 FB2397_STAMPING: P 292 1983
 FB2397_MARK LOGO: NGS   
 FB2397_PROJECTION: FLUSH
 FB2397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2397_ROD/PIPE-DEPTH: 5.8  meters
 FB2397
 FB2397  HISTORY     - Date     Condition        Report By
 FB2397  HISTORY     - 1983     MONUMENTED       NGS
 FB2397
 FB2397                          STATION DESCRIPTION
 FB2397
 FB2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2397'6.6 KM (4.1 MI) NNE FROM MARYVILLE.
 FB2397'6.6 KM (4.1 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2397'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE MARK ON THE
 FB2397'LEFT, ON PROPERTY OF THE FAITH BAPTIST CHURCH, 30.78 METERS (101.0 FT)
 FB2397'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.52 METERS (54.2 FT)
 FB2397'NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST EDGE OF A PAVED PARKING AREA,
 FB2397'12.56 METERS (41.2 FT) SOUTHEAST OF THE CHURCH ENTRANCE, 1.37 METERS
 FB2397'(4.5 FT) SOUTH OF THE NORTH CORNER OF THE CHURCH.
 FB2397'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1514 ***********************************************************************
 EE1514  DESIGNATION -  P 293
 EE1514  PID         -  EE1514
 EE1514  STATE/COUNTY-  TN/MARION
 EE1514  USGS QUAD   -  HOOKER (1982)
 EE1514
 EE1514                         *CURRENT SURVEY CONTROL
 EE1514  ___________________________________________________________________
 EE1514* NAD 83(1986)-  34 59 23.     (N)    085 29 53.     (W)     SCALED    
 EE1514* NAVD 88     -       258.347  (meters)     847.59   (feet)  ADJUSTED  
 EE1514  ___________________________________________________________________
 EE1514  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 EE1514  DYNAMIC HT  -         258.095 (meters)     846.77  (feet)  COMP
 EE1514  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE1514
 EE1514  VERT ORDER  -  FIRST     CLASS II
 EE1514
 EE1514.The horizontal coordinates were scaled from a topographic map and have
 EE1514.an estimated accuracy of +/- 6 seconds.
 EE1514
 EE1514.The orthometric height was determined by differential leveling
 EE1514.and adjusted by the National Geodetic Survey in June 1991..
 EE1514
 EE1514.The geoid height was determined by GEOID03.
 EE1514
 EE1514.The dynamic height is computed by dividing the NAVD 88
 EE1514.geopotential number by the normal gravity value computed on the
 EE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1514.degrees latitude (g = 980.6199 gals.).
 EE1514
 EE1514.The modeled gravity was interpolated from observed gravity values.
 EE1514
 EE1514;                    North         East    Units  Estimated Accuracy
 EE1514;SPC TN       -    72,950.      645,830.      MT  (+/- 180 meters Scaled)
 EE1514
 EE1514                          SUPERSEDED SURVEY CONTROL
 EE1514
 EE1514.No superseded survey control is available for this station.
 EE1514
 EE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD370729(NAD 83)
 EE1514_MARKER: I = METAL ROD
 EE1514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1514_SP_SET: STAINLESS STEEL ROD
 EE1514_STAMPING: P 293 1983
 EE1514_MARK LOGO: NGS   
 EE1514_PROJECTION: FLUSH
 EE1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1514_ROD/PIPE-DEPTH: 4.0  meters
 EE1514
 EE1514  HISTORY     - Date     Condition        Report By
 EE1514  HISTORY     - 1983     MONUMENTED       NGS
 EE1514
 EE1514                          STATION DESCRIPTION
 EE1514
 EE1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1514'IN WHITESIDE.
 EE1514'IN WHITESIDE, AT THE POST OFFICE, 22.19 METERS (72.8 FT)
 EE1514'NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 134, 54.25 METERS
 EE1514'(178.0 FT) WEST OF THE SOUTHWEST CORNER OF THE SMALL POST OFFICE AND
 EE1514'GROCERY BUILDING, 25.05 METERS (82.2 FT) SOUTH-SOUTHEAST OF THE
 EE1514'SOUTHERNMOST RAIL OF THE RAILROAD TRACKS (SLOPE DISTANCE), AND
 EE1514'14.30 METERS (46.9 FT) EAST-NORTHEAST OF A 12-INCH DIAMETER PINE TREE.
 EE1514'THE MARK IS 1.4 METERS  SSE FROM A WITNESS POST.
 EE1514'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1653 ***********************************************************************
 FC1653  DESIGNATION -  P 294
 FC1653  PID         -  FC1653
 FC1653  STATE/COUNTY-  TN/BRADLEY
 FC1653  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1653
 FC1653                         *CURRENT SURVEY CONTROL
 FC1653  ___________________________________________________________________
 FC1653* NAD 83(1986)-  35 08 57.     (N)    084 54 50.     (W)     SCALED    
 FC1653* NAVD 88     -       243.056  (meters)     797.43   (feet)  ADJUSTED  
 FC1653  ___________________________________________________________________
 FC1653  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC1653  DYNAMIC HT  -         242.815 (meters)     796.64  (feet)  COMP
 FC1653  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FC1653
 FC1653  VERT ORDER  -  FIRST     CLASS II
 FC1653
 FC1653.The horizontal coordinates were scaled from a topographic map and have
 FC1653.an estimated accuracy of +/- 6 seconds.
 FC1653
 FC1653.The orthometric height was determined by differential leveling
 FC1653.and adjusted by the National Geodetic Survey in June 1991..
 FC1653
 FC1653.The geoid height was determined by GEOID03.
 FC1653
 FC1653.The dynamic height is computed by dividing the NAVD 88
 FC1653.geopotential number by the normal gravity value computed on the
 FC1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1653.degrees latitude (g = 980.6199 gals.).
 FC1653
 FC1653.The modeled gravity was interpolated from observed gravity values.
 FC1653
 FC1653;                    North         East    Units  Estimated Accuracy
 FC1653;SPC TN       -    91,070.      698,970.      MT  (+/- 180 meters Scaled)
 FC1653
 FC1653                          SUPERSEDED SURVEY CONTROL
 FC1653
 FC1653.No superseded survey control is available for this station.
 FC1653
 FC1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD900915(NAD 83)
 FC1653_MARKER: I = METAL ROD
 FC1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1653_SP_SET: STAINLESS STEEL ROD
 FC1653_STAMPING: P 294 1983
 FC1653_MARK LOGO: NGS   
 FC1653_PROJECTION: RECESSED 5 CENTIMETERS
 FC1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1653_ROD/PIPE-DEPTH: 9.1  meters
 FC1653
 FC1653  HISTORY     - Date     Condition        Report By
 FC1653  HISTORY     - 1983     MONUMENTED       NGS
 FC1653
 FC1653                          STATION DESCRIPTION
 FC1653
 FC1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1653'1.9 KM (1.2 MI) SW FROM CLEVELAND.
 FC1653'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1653'HIGHWAY) FROM THE UNITED CHRISTIAN CHURCH IN CLEVELAND, AT THE
 FC1653'SOUTHEAST ANGLE OF THE JUNCTION OF HUMPHREY BRIDGE ROAD, 36.27 METERS
 FC1653'(119.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE OF
 FC1653'THE HIGHWAY, 36.14 METERS (118.6 FT) WEST-NORTHWEST OF THE NORTHWEST
 FC1653'CORNER OF A SMALL CINDERBLOCK BUILDING OCCUPIED BY THE CLEVELAND
 FC1653'ANIMAL HOSPITAL, 11.90 METERS (39.0 FT) NORTHWEST OF THE EXTENDED
 FC1653'CENTER OF HUMPHREY BRIDGE ROAD LEADING SOUTHEAST, AND 1.43 METERS
 FC1653'(4.7 FT) NORTH-NORTHWEST OF A WOOD POWERLINE SUPPORT POLE.  NOTE, THE
 FC1653'ROD WAS DRIVEN TO REFUSAL.
 FC1653'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 FC1653'THE MARK IS 0.6 M ABOVE HUMPHREY BRIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2388 ***********************************************************************
 FB2388  DESIGNATION -  P 295
 FB2388  PID         -  FB2388
 FB2388  STATE/COUNTY-  TN/BLOUNT
 FB2388  USGS QUAD   -  CALDERWOOD (1964)
 FB2388
 FB2388                         *CURRENT SURVEY CONTROL
 FB2388  ___________________________________________________________________
 FB2388* NAD 83(1986)-  35 32 03.     (N)    083 59 32.     (W)     SCALED    
 FB2388* NAVD 88     -       270.568  (meters)     887.69   (feet)  ADJUSTED  
 FB2388  ___________________________________________________________________
 FB2388  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FB2388  DYNAMIC HT  -         270.305 (meters)     886.83  (feet)  COMP
 FB2388  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FB2388
 FB2388  VERT ORDER  -  FIRST     CLASS II
 FB2388
 FB2388.The horizontal coordinates were scaled from a topographic map and have
 FB2388.an estimated accuracy of +/- 6 seconds.
 FB2388
 FB2388.The orthometric height was determined by differential leveling
 FB2388.and adjusted by the National Geodetic Survey in June 1991..
 FB2388
 FB2388.The geoid height was determined by GEOID03.
 FB2388
 FB2388.The dynamic height is computed by dividing the NAVD 88
 FB2388.geopotential number by the normal gravity value computed on the
 FB2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2388.degrees latitude (g = 980.6199 gals.).
 FB2388
 FB2388.The modeled gravity was interpolated from observed gravity values.
 FB2388
 FB2388;                    North         East    Units  Estimated Accuracy
 FB2388;SPC TN       -   135,100.      782,070.      MT  (+/- 180 meters Scaled)
 FB2388
 FB2388                          SUPERSEDED SURVEY CONTROL
 FB2388
 FB2388  NGVD 29 (12/12/91)  270.675  (m)          888.04   (f) ADJUSTED    1 2
 FB2388
 FB2388.Superseded values are not recommended for survey control.
 FB2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2388.See file dsdata.txt to determine how the superseded data were derived.
 FB2388
 FB2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV287364(NAD 83)
 FB2388_MARKER: DB = BENCH MARK DISK
 FB2388_SETTING: 66 = SET IN ROCK OUTCROP
 FB2388_SP_SET: ROCK OUTCROP
 FB2388_STAMPING: P 295 1983
 FB2388_MARK LOGO: NGS   
 FB2388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2388+STABILITY: POSITION/ELEVATION WELL
 FB2388
 FB2388  HISTORY     - Date     Condition        Report By
 FB2388  HISTORY     - 1983     MONUMENTED       NGS
 FB2388
 FB2388                          STATION DESCRIPTION
 FB2388
 FB2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2388'10.05 KM (6.25 MI) EAST FROM TALLASSEE.
 FB2388'10.05 KM (6.25 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2388'TALLASSEE TO THE MARK ON THE LEFT, 11.49 METERS (37.7 FT) EAST OF THE
 FB2388'CENTERLINE OF THE HIGHWAY.
 FB2388'THE MARK IS 2.20 METERS  S FROM A WITNESS POST.
 FB2388'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2126 ***********************************************************************
 FE2126  DESIGNATION -  P 297
 FE2126  PID         -  FE2126
 FE2126  STATE/COUNTY-  TN/MCNAIRY
 FE2126  USGS QUAD   -  CHEWALLA (1983)
 FE2126
 FE2126                         *CURRENT SURVEY CONTROL
 FE2126  ___________________________________________________________________
 FE2126* NAD 83(1986)-  35 04 15.     (N)    088 41 18.     (W)     SCALED    
 FE2126* NAVD 88     -       137.511  (meters)     451.15   (feet)  ADJUSTED  
 FE2126  ___________________________________________________________________
 FE2126  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2126  DYNAMIC HT  -         137.380 (meters)     450.72  (feet)  COMP
 FE2126  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 FE2126
 FE2126  VERT ORDER  -  FIRST     CLASS II
 FE2126
 FE2126.The horizontal coordinates were scaled from a topographic map and have
 FE2126.an estimated accuracy of +/- 6 seconds.
 FE2126
 FE2126.The orthometric height was determined by differential leveling
 FE2126.and adjusted by the National Geodetic Survey in June 1991..
 FE2126
 FE2126.The geoid height was determined by GEOID03.
 FE2126
 FE2126.The dynamic height is computed by dividing the NAVD 88
 FE2126.geopotential number by the normal gravity value computed on the
 FE2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2126.degrees latitude (g = 980.6199 gals.).
 FE2126
 FE2126.The modeled gravity was interpolated from observed gravity values.
 FE2126
 FE2126;                    North         East    Units  Estimated Accuracy
 FE2126;SPC TN       -    85,190.      354,820.      MT  (+/- 180 meters Scaled)
 FE2126
 FE2126                          SUPERSEDED SURVEY CONTROL
 FE2126
 FE2126.No superseded survey control is available for this station.
 FE2126
 FE2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD460822(NAD 83)
 FE2126_MARKER: I = METAL ROD
 FE2126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2126_SP_SET: STAINLESS STEEL ROD
 FE2126_STAMPING: P 297 1983
 FE2126_MARK LOGO: NGS   
 FE2126_PROJECTION: FLUSH
 FE2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2126+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2126_ROD/PIPE-DEPTH: 9.75 meters
 FE2126
 FE2126  HISTORY     - Date     Condition        Report By
 FE2126  HISTORY     - 1983     MONUMENTED       NGS
 FE2126  HISTORY     - 20020918 GOOD             USACE
 FE2126
 FE2126                          STATION DESCRIPTION
 FE2126
 FE2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2126'6.3 KM (3.9 MI) WEST FROM RAMER.
 FE2126'6.3 KM (3.9 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2126'RAMER, TO THE MARK ON THE LEFT, 12.71 METERS (41.7 FT) SOUTH OF THE
 FE2126'CENTERLINE OF THE HIGHWAY, 43.43 METERS (142.5 FT) WEST OF THE CENTER
 FE2126'OF A BOX CULVERT UNDER THE HIGHWAY, 41.57 METERS (136.4 FT) EAST OF A
 FE2126'POWERLINE POLE, AND 6.49 METERS (21.3 FT) SOUTHWEST OF A POWERLINE
 FE2126'POLE.
 FE2126'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2126'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2126
 FE2126                          STATION RECOVERY (2002)
 FE2126
 FE2126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2152 ***********************************************************************
 FE2152  DESIGNATION -  P 298
 FE2152  PID         -  FE2152
 FE2152  STATE/COUNTY-  TN/HARDEMAN
 FE2152  USGS QUAD   -  SAULSBURY (1981)
 FE2152
 FE2152                         *CURRENT SURVEY CONTROL
 FE2152  ___________________________________________________________________
 FE2152* NAD 83(1986)-  35 03 05.     (N)    089 05 52.     (W)     SCALED    
 FE2152* NAVD 88     -       163.649  (meters)     536.91   (feet)  ADJUSTED  
 FE2152  ___________________________________________________________________
 FE2152  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2152  DYNAMIC HT  -         163.494 (meters)     536.40  (feet)  COMP
 FE2152  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FE2152
 FE2152  VERT ORDER  -  FIRST     CLASS II
 FE2152
 FE2152.The horizontal coordinates were scaled from a topographic map and have
 FE2152.an estimated accuracy of +/- 6 seconds.
 FE2152
 FE2152.The orthometric height was determined by differential leveling
 FE2152.and adjusted by the National Geodetic Survey in June 1991..
 FE2152
 FE2152.The geoid height was determined by GEOID03.
 FE2152
 FE2152.The dynamic height is computed by dividing the NAVD 88
 FE2152.geopotential number by the normal gravity value computed on the
 FE2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2152.degrees latitude (g = 980.6199 gals.).
 FE2152
 FE2152.The modeled gravity was interpolated from observed gravity values.
 FE2152
 FE2152;                    North         East    Units  Estimated Accuracy
 FE2152;SPC TN       -    84,140.      317,420.      MT  (+/- 180 meters Scaled)
 FE2152
 FE2152                          SUPERSEDED SURVEY CONTROL
 FE2152
 FE2152.No superseded survey control is available for this station.
 FE2152
 FE2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD086807(NAD 83)
 FE2152_MARKER: I = METAL ROD
 FE2152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2152_SP_SET: STAINLESS STEEL ROD
 FE2152_STAMPING: P 298 1983
 FE2152_MARK LOGO: NGS   
 FE2152_PROJECTION: FLUSH
 FE2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2152+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE2152_ROD/PIPE-DEPTH: 9.75 meters
 FE2152
 FE2152  HISTORY     - Date     Condition        Report By
 FE2152  HISTORY     - 1983     MONUMENTED       NGS
 FE2152  HISTORY     - 20020923 GOOD             USACE
 FE2152  HISTORY     - 20040712 GOOD             USPSQD
 FE2152
 FE2152                          STATION DESCRIPTION
 FE2152
 FE2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2152'0.5 KM (0.3 MI) WEST FROM SAULSBURY.
 FE2152'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2152'SAULSBURY, TO THE MARK ON THE RIGHT, 0.1 KM (0.05 MI) EAST OF A
 FE2152'BRIDGE, 13.78 METERS (45.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2152'15.18 METERS (49.8 FT) SOUTHWEST OF A VERY LARGE TREE, AND 0.79 METER
 FE2152'(2.6 FT) EAST OF A POWERLINE POLE.
 FE2152'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2152'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2152
 FE2152                          STATION RECOVERY (2002)
 FE2152
 FE2152'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2152'RECOVERED IN GOOD CONDITION.
 FE2152
 FE2152                          STATION RECOVERY (2004)
 FE2152
 FE2152'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2179 ***********************************************************************
 FE2179  DESIGNATION -  P 299
 FE2179  PID         -  FE2179
 FE2179  STATE/COUNTY-  TN/FAYETTE
 FE2179  USGS QUAD   -  ROSSVILLE (1981)
 FE2179
 FE2179                         *CURRENT SURVEY CONTROL
 FE2179  ___________________________________________________________________
 FE2179* NAD 83(1986)-  35 02 41.     (N)    089 36 19.     (W)     SCALED    
 FE2179* NAVD 88     -       101.507  (meters)     333.03   (feet)  ADJUSTED  
 FE2179  ___________________________________________________________________
 FE2179  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2179  DYNAMIC HT  -         101.412 (meters)     332.72  (feet)  COMP
 FE2179  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FE2179
 FE2179  VERT ORDER  -  FIRST     CLASS II
 FE2179
 FE2179.The horizontal coordinates were scaled from a topographic map and have
 FE2179.an estimated accuracy of +/- 6 seconds.
 FE2179
 FE2179.The orthometric height was determined by differential leveling
 FE2179.and adjusted by the National Geodetic Survey in June 1991..
 FE2179
 FE2179.The geoid height was determined by GEOID03.
 FE2179
 FE2179.The dynamic height is computed by dividing the NAVD 88
 FE2179.geopotential number by the normal gravity value computed on the
 FE2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2179.degrees latitude (g = 980.6199 gals.).
 FE2179
 FE2179.The modeled gravity was interpolated from observed gravity values.
 FE2179
 FE2179;                    North         East    Units  Estimated Accuracy
 FE2179;SPC TN       -    84,990.      271,120.      MT  (+/- 180 meters Scaled)
 FE2179
 FE2179                          SUPERSEDED SURVEY CONTROL
 FE2179
 FE2179.No superseded survey control is available for this station.
 FE2179
 FE2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD623811(NAD 83)
 FE2179_MARKER: I = METAL ROD
 FE2179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2179_SP_SET: STAINLESS STEEL ROD
 FE2179_STAMPING: P 299 1983
 FE2179_MARK LOGO: NGS   
 FE2179_PROJECTION: FLUSH
 FE2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2179+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2179_ROD/PIPE-DEPTH: 12.2 meters
 FE2179
 FE2179  HISTORY     - Date     Condition        Report By
 FE2179  HISTORY     - 1983     MONUMENTED       NGS
 FE2179  HISTORY     - 20021001 GOOD             USACE
 FE2179
 FE2179                          STATION DESCRIPTION
 FE2179
 FE2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2179'6.3 KM (3.9 MI) WEST FROM ROSSVILLE.
 FE2179'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2179'ROSSVILLE, THENCE 5.7 KM (3.55 MI) WEST ALONG STATE HIGHWAY 57 TO THE
 FE2179'MARK ON THE RIGHT, 0.9 KM (0.55 MI) EAST ALONG HIGHWAY 57 FROM THE
 FE2179'OVERPASS OVER THE SOUTHERN RAILROAD TRACKS, 14.94 METERS (49.0 FT)
 FE2179'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.46 METERS (4.8 FT) EAST OF
 FE2179'THE WEST ONE OF TWO LARGE WOODEN FENCE POSTS IN A LINE OF METAL POSTS,
 FE2179'1.31 METERS (4.3 FT) WEST OF THE EAST ONE OF TWO LARGE WOODEN FENCE
 FE2179'POSTS IN A LINE OF METAL POSTS, AND 0.30 METER (1.0 FT) SOUTH OF THE
 FE2179'FENCE.
 FE2179'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2179'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2179
 FE2179                          STATION RECOVERY (2002)
 FE2179
 FE2179'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2179'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1195 ***********************************************************************
 FD1195  DESIGNATION -  P 30
 FD1195  PID         -  FD1195
 FD1195  STATE/COUNTY-  TN/PERRY
 FD1195  USGS QUAD   -  POPE (1973)
 FD1195
 FD1195                         *CURRENT SURVEY CONTROL
 FD1195  ___________________________________________________________________
 FD1195* NAD 83(1986)-  35 37 03.     (N)    087 53 41.     (W)     SCALED    
 FD1195* NAVD 88     -       166.228  (meters)     545.37   (feet)  ADJUSTED  
 FD1195  ___________________________________________________________________
 FD1195  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1195  DYNAMIC HT  -         166.079 (meters)     544.88  (feet)  COMP
 FD1195  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 FD1195
 FD1195  VERT ORDER  -  FIRST     CLASS II
 FD1195
 FD1195.The horizontal coordinates were scaled from a topographic map and have
 FD1195.an estimated accuracy of +/- 6 seconds.
 FD1195
 FD1195.The orthometric height was determined by differential leveling
 FD1195.and adjusted by the National Geodetic Survey in June 1991..
 FD1195
 FD1195.The geoid height was determined by GEOID03.
 FD1195
 FD1195.The dynamic height is computed by dividing the NAVD 88
 FD1195.geopotential number by the normal gravity value computed on the
 FD1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1195.degrees latitude (g = 980.6199 gals.).
 FD1195
 FD1195.The modeled gravity was interpolated from observed gravity values.
 FD1195
 FD1195;                    North         East    Units  Estimated Accuracy
 FD1195;SPC TN       -   144,140.      428,360.      MT  (+/- 180 meters Scaled)
 FD1195
 FD1195                          SUPERSEDED SURVEY CONTROL
 FD1195
 FD1195  NGVD 29 (??/??/92)  166.230  (m)          545.37   (f) ADJ UNCH    1 2
 FD1195
 FD1195.Superseded values are not recommended for survey control.
 FD1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1195.See file dsdata.txt to determine how the superseded data were derived.
 FD1195
 FD1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE189418(NAD 83)
 FD1195_MARKER: DB = BENCH MARK DISK
 FD1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1195_STAMPING: P 30 1934
 FD1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1195+STABILITY: SURFACE MOTION
 FD1195
 FD1195  HISTORY     - Date     Condition        Report By
 FD1195  HISTORY     - 1934     MONUMENTED       CGS
 FD1195  HISTORY     - 1949     GOOD             NGS
 FD1195  HISTORY     - 1975     GOOD             TVA
 FD1195
 FD1195                          STATION DESCRIPTION
 FD1195
 FD1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1195'3.8 MI W FROM LINDEN.
 FD1195'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1195'COURT HOUSE AT LINDEN, 75 FEET EAST OF THE EAST END OF THE
 FD1195'SOUTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 31 FEET SOUTH OF
 FD1195'THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTH OF A WIRE FENCE,
 FD1195'13.5 FEET EAST OF THE EAST GATE POST OF A GATE TO AN OLD SAW
 FD1195'MILL SITE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1
 FD1195'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FD1195'PROJECTING 5 INCHES.
 FD1195
 FD1195                          STATION RECOVERY (1975)
 FD1195
 FD1195'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1195'IN THE DESCRIPTION OF MARKER, DELETE. THE FOLLOWING PORTIONS-- 7 FT.
 FD1195'S OF WIRE FENCE-13.5 EAST OF EAST GATE POST OF A GATE TO OLD SAWMILL
 FD1195'SITE-1.5 FT. S OF WHITE WOODEN WITNESS POST. ADD TO DESC-- MARKER SET
 FD1195'0.5 FT. N OF WIRE FENCE 180 FT. E OF C/L OF FARM ENT. ROAD SOUTH
 FD1195'STEEL POST AND SURVEY SIGN SET AT MARKER. REFS-- 48.3 E TO 14 IN.
 FD1195'CEDAR 2.6 SW TO F POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1366 ***********************************************************************
 FD1366  DESIGNATION -  P 301
 FD1366  PID         -  FD1366
 FD1366  STATE/COUNTY-  TN/LAWRENCE
 FD1366  USGS QUAD   -  ETHRIDGE (1988)
 FD1366
 FD1366                         *CURRENT SURVEY CONTROL
 FD1366  ___________________________________________________________________
 FD1366* NAD 83(1986)-  35 16 06.     (N)    087 19 15.     (W)     SCALED    
 FD1366* NAVD 88     -       291.429  (meters)     956.13   (feet)  ADJUSTED  
 FD1366  ___________________________________________________________________
 FD1366  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD1366  DYNAMIC HT  -         291.152 (meters)     955.22  (feet)  COMP
 FD1366  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FD1366
 FD1366  VERT ORDER  -  FIRST     CLASS II
 FD1366
 FD1366.The horizontal coordinates were scaled from a topographic map and have
 FD1366.an estimated accuracy of +/- 6 seconds.
 FD1366
 FD1366.The orthometric height was determined by differential leveling
 FD1366.and adjusted by the National Geodetic Survey in June 1991..
 FD1366
 FD1366.The geoid height was determined by GEOID03.
 FD1366
 FD1366.The dynamic height is computed by dividing the NAVD 88
 FD1366.geopotential number by the normal gravity value computed on the
 FD1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1366.degrees latitude (g = 980.6199 gals.).
 FD1366
 FD1366.The modeled gravity was interpolated from observed gravity values.
 FD1366
 FD1366;                    North         East    Units  Estimated Accuracy
 FD1366;SPC TN       -   104,550.      479,820.      MT  (+/- 180 meters Scaled)
 FD1366
 FD1366                          SUPERSEDED SURVEY CONTROL
 FD1366
 FD1366.No superseded survey control is available for this station.
 FD1366
 FD1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE708028(NAD 83)
 FD1366_MARKER: I = METAL ROD
 FD1366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1366_SP_SET: STAINLESS STEEL ROD
 FD1366_STAMPING: P 301 1984
 FD1366_MARK LOGO: NGS   
 FD1366_PROJECTION: FLUSH
 FD1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1366_ROD/PIPE-DEPTH: 4.88 meters
 FD1366
 FD1366  HISTORY     - Date     Condition        Report By
 FD1366  HISTORY     - 1984     MONUMENTED       NGS
 FD1366
 FD1366                          STATION DESCRIPTION
 FD1366
 FD1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1366'4.0 KM (2.5 MI) NORTH FROM LAWRENCEBURG.
 FD1366'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1366'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1366'THENCE 3.5 KM (2.2 MI) NORTH ALONG U.S. HIGHWAY 43 TO A DIRT ROAD
 FD1366'RUNNING EAST AND WEST AND THE MARK ON THE RIGHT, 10.52 METERS
 FD1366'(34.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE
 FD1366'HIGHWAY, 7.04 METERS (23.1 FT) SOUTH OF THE APPROXIMATE CENTER OF A
 FD1366'DIRT ROAD, 6.07 METERS (19.9 FT) NORTHEAST OF A FIRE HYDRANT,
 FD1366'4.66 METERS (15.3 FT) WEST OF A GUY WIRE ANCHOR FOR A POWERLINE POLE,
 FD1366'AND 0.61 METERS (2.0 FT) EAST OF A POWERLINE POLE.
 FD1366'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FD1366'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1397 ***********************************************************************
 FD1397  DESIGNATION -  P 302
 FD1397  PID         -  FD1397
 FD1397  STATE/COUNTY-  TN/WILLIAMSON
 FD1397  USGS QUAD   -  FRANKLIN (1981)
 FD1397
 FD1397                         *CURRENT SURVEY CONTROL
 FD1397  ___________________________________________________________________
 FD1397* NAD 83(1986)-  35 54 47.     (N)    086 52 27.     (W)     SCALED    
 FD1397* NAVD 88     -       209.416  (meters)     687.06   (feet)  ADJUSTED  
 FD1397  ___________________________________________________________________
 FD1397  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD1397  DYNAMIC HT  -         209.233 (meters)     686.46  (feet)  COMP
 FD1397  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FD1397
 FD1397  VERT ORDER  -  FIRST     CLASS II
 FD1397
 FD1397.The horizontal coordinates were scaled from a topographic map and have
 FD1397.an estimated accuracy of +/- 6 seconds.
 FD1397
 FD1397.The orthometric height was determined by differential leveling
 FD1397.and adjusted by the National Geodetic Survey in June 1991..
 FD1397
 FD1397.The geoid height was determined by GEOID03.
 FD1397
 FD1397.The dynamic height is computed by dividing the NAVD 88
 FD1397.geopotential number by the normal gravity value computed on the
 FD1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1397.degrees latitude (g = 980.6199 gals.).
 FD1397
 FD1397.The modeled gravity was interpolated from observed gravity values.
 FD1397
 FD1397;                    North         East    Units  Estimated Accuracy
 FD1397;SPC TN       -   175,620.      521,100.      MT  (+/- 180 meters Scaled)
 FD1397
 FD1397                          SUPERSEDED SURVEY CONTROL
 FD1397
 FD1397.No superseded survey control is available for this station.
 FD1397
 FD1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE113743(NAD 83)
 FD1397_MARKER: I = METAL ROD
 FD1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1397_SP_SET: STAINLESS STEEL ROD
 FD1397_STAMPING: P 302 1984
 FD1397_MARK LOGO: NGS   
 FD1397_PROJECTION: RECESSED 3 CENTIMETERS
 FD1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1397_ROD/PIPE-DEPTH: 4.26 meters
 FD1397
 FD1397  HISTORY     - Date     Condition        Report By
 FD1397  HISTORY     - 1984     MONUMENTED       NGS
 FD1397
 FD1397                          STATION DESCRIPTION
 FD1397
 FD1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1397'1.3 KM (0.8 MI) SOUTH FROM FRANKLIN.
 FD1397'1.3 KM (0.8 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1397'FRANKLIN, SET BY A FENCE AND ROCK PILLAR AT THE JUNCTION OF COLUMBIA
 FD1397'AVENUE AND EVERBRIGHT AVENUE, BY THE BATTLE GROUND ACADEMY SCHOOL,
 FD1397'9.75 METERS (32.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1397'12.03 METERS (59.5 FT) SOUTH OF THE CENTER OF EVERBRIGHT AVENUE,
 FD1397'0.97 METERS (3.2 FT) WEST OF THE NORTHWEST CORNER OF THE ROCK PILLAR
 FD1397'AT THE FENCE CORNER, 8.50 METERS (27.9 FT) NORTHWEST OF A STREET
 FD1397'LIGHT, AND 0.54 METERS (1.8 FT) NORTH OF THE FENCE.
 FD1397'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2024 ***********************************************************************
 GC2024  DESIGNATION -  P 303
 GC2024  PID         -  GC2024
 GC2024  STATE/COUNTY-  TN/MONTGOMERY
 GC2024  USGS QUAD   -  CLARKSVILLE (1984)
 GC2024
 GC2024                         *CURRENT SURVEY CONTROL
 GC2024  ___________________________________________________________________
 GC2024* NAD 83(1986)-  36 32 50.     (N)    087 20 00.     (W)     SCALED    
 GC2024* NAVD 88     -       138.333  (meters)     453.85   (feet)  ADJUSTED  
 GC2024  ___________________________________________________________________
 GC2024  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2024  DYNAMIC HT  -         138.218 (meters)     453.47  (feet)  COMP
 GC2024  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GC2024
 GC2024  VERT ORDER  -  FIRST     CLASS II
 GC2024
 GC2024.The horizontal coordinates were scaled from a topographic map and have
 GC2024.an estimated accuracy of +/- 6 seconds.
 GC2024
 GC2024.The orthometric height was determined by differential leveling
 GC2024.and adjusted by the National Geodetic Survey in June 1991..
 GC2024
 GC2024.The geoid height was determined by GEOID03.
 GC2024
 GC2024.The dynamic height is computed by dividing the NAVD 88
 GC2024.geopotential number by the normal gravity value computed on the
 GC2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2024.degrees latitude (g = 980.6199 gals.).
 GC2024
 GC2024.The modeled gravity was interpolated from observed gravity values.
 GC2024
 GC2024;                    North         East    Units  Estimated Accuracy
 GC2024;SPC TN       -   246,450.      480,620.      MT  (+/- 180 meters Scaled)
 GC2024
 GC2024                          SUPERSEDED SURVEY CONTROL
 GC2024
 GC2024.No superseded survey control is available for this station.
 GC2024
 GC2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF701446(NAD 83)
 GC2024_MARKER: DB = BENCH MARK DISK
 GC2024_SETTING: 66 = SET IN ROCK OUTCROP
 GC2024_SP_SET: ROCK OUTCROP
 GC2024_STAMPING: P 303 1984
 GC2024_MARK LOGO: NGS   
 GC2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2024
 GC2024  HISTORY     - Date     Condition        Report By
 GC2024  HISTORY     - 1984     MONUMENTED       NGS
 GC2024
 GC2024                          STATION DESCRIPTION
 GC2024
 GC2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2024'2.6 KM (1.65 MI) SW FROM ST BETHLEHEM.
 GC2024'2.6 KM (1.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2024'IN ST. BETHLEHEM TO A ROCK OUTCROP ON THE RIGHT AND THE MARK SET IN
 GC2024'THE ROCK, 6.52 METERS (21.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 GC2024'SOUTHBOUND LANE OF THE HIGHWAY, AND 0.24 METERS (0.8 FT) NORTHWEST OF
 GC2024'THE SOUTHEAST EDGE OF THE ROCK.
 GC2024'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 GC2024'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1985 ***********************************************************************
 GC1985  DESIGNATION -  P 304
 GC1985  PID         -  GC1985
 GC1985  STATE/COUNTY-  TN/CHEATHAM
 GC1985  USGS QUAD   -  ASHLAND CITY (1987)
 GC1985
 GC1985                         *CURRENT SURVEY CONTROL
 GC1985  ___________________________________________________________________
 GC1985* NAD 83(1986)-  36 17 24.     (N)    087 05 01.     (W)     SCALED    
 GC1985* NAVD 88     -       180.172  (meters)     591.11   (feet)  ADJUSTED  
 GC1985  ___________________________________________________________________
 GC1985  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1985  DYNAMIC HT  -         180.021 (meters)     590.62  (feet)  COMP
 GC1985  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GC1985
 GC1985  VERT ORDER  -  FIRST     CLASS II
 GC1985
 GC1985.The horizontal coordinates were scaled from a topographic map and have
 GC1985.an estimated accuracy of +/- 6 seconds.
 GC1985
 GC1985.The orthometric height was determined by differential leveling
 GC1985.and adjusted by the National Geodetic Survey in June 1991..
 GC1985
 GC1985.The geoid height was determined by GEOID03.
 GC1985
 GC1985.The dynamic height is computed by dividing the NAVD 88
 GC1985.geopotential number by the normal gravity value computed on the
 GC1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1985.degrees latitude (g = 980.6199 gals.).
 GC1985
 GC1985.The modeled gravity was interpolated from observed gravity values.
 GC1985
 GC1985;                    North         East    Units  Estimated Accuracy
 GC1985;SPC TN       -   217,630.      502,660.      MT  (+/- 180 meters Scaled)
 GC1985
 GC1985                          SUPERSEDED SURVEY CONTROL
 GC1985
 GC1985.No superseded survey control is available for this station.
 GC1985
 GC1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF924161(NAD 83)
 GC1985_MARKER: DB = BENCH MARK DISK
 GC1985_SETTING: 66 = SET IN ROCK OUTCROP
 GC1985_SP_SET: ROCK OUTCROP
 GC1985_STAMPING: P 304 1984
 GC1985_MARK LOGO: NGS   
 GC1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1985+STABILITY: POSITION/ELEVATION WELL
 GC1985
 GC1985  HISTORY     - Date     Condition        Report By
 GC1985  HISTORY     - 1984     MONUMENTED       NGS
 GC1985
 GC1985                          STATION DESCRIPTION
 GC1985
 GC1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1985'1.4 KM (0.9 MI) NW FROM ASHLAND CITY.
 GC1985'1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1985'COURTHOUSE IN ASHLAND CITY TO THE MARK, AT THE BEND OF A SHARP RIGHT
 GC1985'CURVE ON THE LEFT, WEST AND ACROSS THE HIGHWAY FROM A TWENTY FOOT HIGH
 GC1985'BANK, 11.73 METERS (38.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GC1985'AND 46.79 METERS (153.5 FT) SOUTH OF THE SOUTH END OF A METAL GUARD
 GC1985'RAIL.
 GC1985'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 GC1985'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2012 ***********************************************************************
 GC2012  DESIGNATION -  P 305
 GC2012  PID         -  GC2012
 GC2012  STATE/COUNTY-  TN/MONTGOMERY
 GC2012  USGS QUAD   -  CLARKSVILLE (1984)
 GC2012
 GC2012                         *CURRENT SURVEY CONTROL
 GC2012  ___________________________________________________________________
 GC2012* NAD 83(1986)-  36 30 02.     (N)    087 16 38.     (W)     SCALED    
 GC2012* NAVD 88     -       164.030  (meters)     538.16   (feet)  ADJUSTED  
 GC2012  ___________________________________________________________________
 GC2012  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2012  DYNAMIC HT  -         163.895 (meters)     537.71  (feet)  COMP
 GC2012  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GC2012
 GC2012  VERT ORDER  -  FIRST     CLASS II
 GC2012
 GC2012.The horizontal coordinates were scaled from a topographic map and have
 GC2012.an estimated accuracy of +/- 6 seconds.
 GC2012
 GC2012.The orthometric height was determined by differential leveling
 GC2012.and adjusted by the National Geodetic Survey in June 1991..
 GC2012
 GC2012.The geoid height was determined by GEOID03.
 GC2012
 GC2012.The dynamic height is computed by dividing the NAVD 88
 GC2012.geopotential number by the normal gravity value computed on the
 GC2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2012.degrees latitude (g = 980.6199 gals.).
 GC2012
 GC2012.The modeled gravity was interpolated from observed gravity values.
 GC2012
 GC2012;                    North         East    Units  Estimated Accuracy
 GC2012;SPC TN       -   241,200.      485,570.      MT  (+/- 180 meters Scaled)
 GC2012
 GC2012                          SUPERSEDED SURVEY CONTROL
 GC2012
 GC2012.No superseded survey control is available for this station.
 GC2012
 GC2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF751395(NAD 83)
 GC2012_MARKER: I = METAL ROD
 GC2012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2012_SP_SET: STAINLESS STEEL ROD
 GC2012_STAMPING: P 305 1984
 GC2012_MARK LOGO: NGS   
 GC2012_PROJECTION: FLUSH
 GC2012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2012_ROD/PIPE-DEPTH: 3.66 meters
 GC2012
 GC2012  HISTORY     - Date     Condition        Report By
 GC2012  HISTORY     - 1984     MONUMENTED       NGS
 GC2012
 GC2012                          STATION DESCRIPTION
 GC2012
 GC2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2012'3.9 KM (2.45 MI) SE FROM CLARKSVILLE.
 GC2012'0.1 KM (0.05 MI) SOUTHWEST ALONG GOLF CLUB LANE FROM THE JUNCTION OF
 GC2012'U.S. ALTERNATE HIGHWAY 41 AT THE MEMORIAL HOSPITAL IN CLARKSVILLE,
 GC2012'THENCE 2.1 KM (1.3 MI) SOUTHEAST ALONG OLD ASHLAND CITY ROAD, THENCE
 GC2012'0.7 KM (0.45 MI) EAST ALONG STATE HIGHWAY 12 AND U.S. HIGHWAY 41
 GC2012'BYPASS, THENCE 1.05 KM (0.65 MI) SOUTHEAST ALONG STATE HIGHWAY 12 TO
 GC2012'THE MARK ON THE LEFT, 18.53 METERS (60.8 FT) NORTH OF THE CENTER OF
 GC2012'THE HIGHWAY, 3.81 METERS (12.5 FT) EAST OF THE CENTER OF A GRAVEL
 GC2012'DRIVEWAY, 2.44 METERS (8.0 FT) SOUTHEAST OF A SIGN (JAMES NORMAN
 GC2012'DRILLING COMPANY), 2.16 METERS (7.1 FT) NORTH-NORTHWEST OF A POWERLINE
 GC2012'POLE WITH A TRANSFORMER, AND 20.82 METERS (68.3 FT) SOUTH OF THE
 GC2012'SOUTHWEST CORNER OF A WHITE SHEET METAL COVERED GARAGE.  NOTE, THE ROD
 GC2012'WAS DRIVEN TO REFUSAL.
 GC2012'THE MARK IS 2.29 METERS  NNW FROM A WITNESS POST.
 GC2012'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2931 ***********************************************************************
 AJ2931  DESIGNATION -  P 307
 AJ2931  PID         -  AJ2931
 AJ2931  STATE/COUNTY-  TN/TROUSDALE
 AJ2931  USGS QUAD   -  HARTSVILLE (1994)
 AJ2931
 AJ2931                         *CURRENT SURVEY CONTROL
 AJ2931  ___________________________________________________________________
 AJ2931* NAD 83(1986)-  36 23 32.     (N)    086 13 59.     (W)     SCALED    
 AJ2931* NAVD 88     -       183.708  (meters)     602.72   (feet)  ADJUSTED  
 AJ2931  ___________________________________________________________________
 AJ2931  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AJ2931  DYNAMIC HT  -         183.557 (meters)     602.22  (feet)  COMP
 AJ2931  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 AJ2931
 AJ2931  VERT ORDER  -  SECOND    CLASS I
 AJ2931
 AJ2931.The horizontal coordinates were scaled from a topographic map and have
 AJ2931.an estimated accuracy of +/- 6 seconds.
 AJ2931
 AJ2931.The orthometric height was determined by differential leveling
 AJ2931.and adjusted by the National Geodetic Survey in July 2002..
 AJ2931.No vertical observational check was made to the station.
 AJ2931
 AJ2931.The geoid height was determined by GEOID03.
 AJ2931
 AJ2931.The dynamic height is computed by dividing the NAVD 88
 AJ2931.geopotential number by the normal gravity value computed on the
 AJ2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2931.degrees latitude (g = 980.6199 gals.).
 AJ2931
 AJ2931.The modeled gravity was interpolated from observed gravity values.
 AJ2931
 AJ2931;                    North         East    Units  Estimated Accuracy
 AJ2931;SPC TN       -   228,460.      579,090.      MT  (+/- 180 meters Scaled)
 AJ2931
 AJ2931                          SUPERSEDED SURVEY CONTROL
 AJ2931
 AJ2931.No superseded survey control is available for this station.
 AJ2931
 AJ2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF687277(NAD 83)
 AJ2931_MARKER: DV = VERTICAL CONTROL DISK
 AJ2931_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2931_STAMPING: P 307 2001
 AJ2931_MARK LOGO: NGS   
 AJ2931_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2931+STABILITY: POSITION/ELEVATION WELL
 AJ2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2931+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2931
 AJ2931  HISTORY     - Date     Condition        Report By
 AJ2931  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2931
 AJ2931                          STATION DESCRIPTION
 AJ2931
 AJ2931'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2931'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2931'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2931'HIGHWAY 141), THENCE 6.7 KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2931'THE CENTER OF A 2 BY 6-FOOT EXPOSED ROCK OUTCROP, 61.1 M
 AJ2931'SOUTHWEST OF THE CENTERLINE OF BADGETT LANE, 18.5 M SOUTHWEST
 AJ2931'OF A UTILITY POLE, 11.2 M SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.6 M
 AJ2931'NORTHWEST OF THE CENTERLINE OF OLD HIGHWAY 25, AND 1.5 M BELOW
 AJ2931'THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AJ2931'RIGHT-OF-WAY.
 AJ2931'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1239 ***********************************************************************
 FD1239  DESIGNATION -  P 31
 FD1239  PID         -  FD1239
 FD1239  STATE/COUNTY-  TN/LEWIS
 FD1239  USGS QUAD   -  HOHENWALD (1991)
 FD1239
 FD1239                         *CURRENT SURVEY CONTROL
 FD1239  ___________________________________________________________________
 FD1239* NAD 83(1986)-  35 31 24.     (N)    087 35 48.     (W)     SCALED    
 FD1239* NAVD 88     -       296.085  (meters)     971.41   (feet)  ADJUSTED  
 FD1239  ___________________________________________________________________
 FD1239  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1239  DYNAMIC HT  -         295.810 (meters)     970.50  (feet)  COMP
 FD1239  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD1239
 FD1239  VERT ORDER  -  FIRST     CLASS II
 FD1239
 FD1239.The horizontal coordinates were scaled from a topographic map and have
 FD1239.an estimated accuracy of +/- 6 seconds.
 FD1239
 FD1239.The orthometric height was determined by differential leveling
 FD1239.and adjusted by the National Geodetic Survey in June 1991..
 FD1239
 FD1239.The geoid height was determined by GEOID03.
 FD1239
 FD1239.The dynamic height is computed by dividing the NAVD 88
 FD1239.geopotential number by the normal gravity value computed on the
 FD1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1239.degrees latitude (g = 980.6199 gals.).
 FD1239
 FD1239.The modeled gravity was interpolated from observed gravity values.
 FD1239
 FD1239;                    North         East    Units  Estimated Accuracy
 FD1239;SPC TN       -   133,210.      455,190.      MT  (+/- 180 meters Scaled)
 FD1239
 FD1239                          SUPERSEDED SURVEY CONTROL
 FD1239
 FD1239  NGVD 29 (??/??/92)  296.062  (m)          971.33   (f) ADJ UNCH    1 2
 FD1239
 FD1239.Superseded values are not recommended for survey control.
 FD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1239.See file dsdata.txt to determine how the superseded data were derived.
 FD1239
 FD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE459312(NAD 83)
 FD1239_MARKER: DB = BENCH MARK DISK
 FD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1239_STAMPING: P 31 1934
 FD1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1239+STABILITY: SURFACE MOTION
 FD1239
 FD1239  HISTORY     - Date     Condition        Report By
 FD1239  HISTORY     - 1934     MONUMENTED       CGS
 FD1239  HISTORY     - 1953     MARK NOT FOUND   NGS
 FD1239
 FD1239                          STATION DESCRIPTION
 FD1239
 FD1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1239'3.3 MI SW FROM HOHENWALD.
 FD1239'3.3 MILES SOUTHWEST ALONG HIGHWAY 48 FROM THE FIRST NATIONAL
 FD1239'BANK AT HOHENWALD, LEWIS COUNTY, 0.6 MILE SOUTHWEST OF THE TOP OF
 FD1239'A LONG GRADE, 0.1 MILE SOUTHWEST OF A TURN OF A POWER LINE WITH
 FD1239'TANGENTS EXTENDING NORTHEAST AND WEST (THE NORTHEAST TANGENT
 FD1239'FOLLOWS THE HIGHWAY) AT A ROAD INTERSECTION (A ROAD LEADS WEST
 FD1239'AND A DRIVE LEADS EAST), 76 FEET NORTH OF THE CENTER OF THE
 FD1239'INTERSECTION, 35 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1239'14 FEET EAST OF A FORKED 20-INCH OAK TREE WITH AN AUTOMOBILE
 FD1239'FENDER EMBEDDED IN THE TREE JUST BELOW THE FORK, 1.5 FEET
 FD1239'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT BELOW
 FD1239'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 31 1934 AND
 FD1239'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0511 ***********************************************************************
 FD0511  DESIGNATION -  P 32
 FD0511  PID         -  FD0511
 FD0511  STATE/COUNTY-  TN/MARSHALL
 FD0511  USGS QUAD   -  FARMINGTON (1981)
 FD0511
 FD0511                         *CURRENT SURVEY CONTROL
 FD0511  ___________________________________________________________________
 FD0511* NAD 83(1986)-  35 30 03.     (N)    086 42 23.     (W)     SCALED    
 FD0511* NAVD 88     -       210.890  (meters)     691.89   (feet)  ADJUSTED  
 FD0511  ___________________________________________________________________
 FD0511  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0511  DYNAMIC HT  -         210.701 (meters)     691.27  (feet)  COMP
 FD0511  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FD0511
 FD0511  VERT ORDER  -  SECOND    CLASS 0
 FD0511
 FD0511.The horizontal coordinates were scaled from a topographic map and have
 FD0511.an estimated accuracy of +/- 6 seconds.
 FD0511
 FD0511.The orthometric height was determined by differential leveling
 FD0511.and adjusted by the National Geodetic Survey in June 1991..
 FD0511
 FD0511.The geoid height was determined by GEOID03.
 FD0511
 FD0511.The dynamic height is computed by dividing the NAVD 88
 FD0511.geopotential number by the normal gravity value computed on the
 FD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0511.degrees latitude (g = 980.6199 gals.).
 FD0511
 FD0511.The modeled gravity was interpolated from observed gravity values.
 FD0511
 FD0511;                    North         East    Units  Estimated Accuracy
 FD0511;SPC TN       -   129,770.      535,910.      MT  (+/- 180 meters Scaled)
 FD0511
 FD0511                          SUPERSEDED SURVEY CONTROL
 FD0511
 FD0511  NGVD 29 (??/??/92)  210.874  (m)          691.84   (f) ADJ UNCH    2 0
 FD0511
 FD0511.Superseded values are not recommended for survey control.
 FD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0511.See file dsdata.txt to determine how the superseded data were derived.
 FD0511
 FD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE266286(NAD 83)
 FD0511_MARKER: DB = BENCH MARK DISK
 FD0511_SETTING: 66 = SET IN ROCK OUTCROP
 FD0511_SP_SET: BEDROCK
 FD0511_STAMPING: P 32 1934
 FD0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0511+STABILITY: POSITION/ELEVATION WELL
 FD0511
 FD0511  HISTORY     - Date     Condition        Report By
 FD0511  HISTORY     - 1934     MONUMENTED       CGS
 FD0511  HISTORY     - 1934     GOOD             NGS
 FD0511  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0511
 FD0511                          STATION DESCRIPTION
 FD0511
 FD0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0511'AT FARMINGTON.
 FD0511'AT FARMINGTON, MARSHALL COUNTY, ON STATE HIGHWAY 64, 200 FEET
 FD0511'WEST OF THE NEW (1934) BAPTIST CHURCH, 25 FEET NORTH OF THE
 FD0511'HIGHWAY, IN A PASTURE, 10 FEET NORTH OF THE FENCE, AND IN THE
 FD0511'TOP OF BEDROCK.  A STANDARD DISK, STAMPED P 32 1934.
 FD0511
 FD0511                          STATION RECOVERY (2001)
 FD0511
 FD0511'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0511' 
 FD0511' 
 FD0511' 
 FD0511' 
 FD0511' 
 FD0511' 
 FD0511' 
 FD0511' 
 FD0511' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0272 ***********************************************************************
 FD0272  DESIGNATION -  P 33
 FD0272  PID         -  FD0272
 FD0272  STATE/COUNTY-  TN/GILES
 FD0272  USGS QUAD   -  FRANKEWING (1982)
 FD0272
 FD0272                         *CURRENT SURVEY CONTROL
 FD0272  ___________________________________________________________________
 FD0272* NAD 83(1986)-  35 11 29.     (N)    086 51 03.     (W)     SCALED    
 FD0272* NAVD 88     -       204.029  (meters)     669.39   (feet)  ADJUSTED  
 FD0272  ___________________________________________________________________
 FD0272  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0272  DYNAMIC HT  -         203.839 (meters)     668.76  (feet)  COMP
 FD0272  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 FD0272
 FD0272  VERT ORDER  -  SECOND    CLASS 0
 FD0272
 FD0272.The horizontal coordinates were scaled from a topographic map and have
 FD0272.an estimated accuracy of +/- 6 seconds.
 FD0272
 FD0272.The orthometric height was determined by differential leveling
 FD0272.and adjusted by the National Geodetic Survey in June 1991..
 FD0272
 FD0272.The geoid height was determined by GEOID03.
 FD0272
 FD0272.The dynamic height is computed by dividing the NAVD 88
 FD0272.geopotential number by the normal gravity value computed on the
 FD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0272.degrees latitude (g = 980.6199 gals.).
 FD0272
 FD0272.The modeled gravity was interpolated from observed gravity values.
 FD0272
 FD0272;                    North         East    Units  Estimated Accuracy
 FD0272;SPC TN       -    95,540.      522,510.      MT  (+/- 180 meters Scaled)
 FD0272
 FD0272                          SUPERSEDED SURVEY CONTROL
 FD0272
 FD0272  NGVD 29 (??/??/92)  204.002  (m)          669.30   (f) ADJ UNCH    2 0
 FD0272
 FD0272.Superseded values are not recommended for survey control.
 FD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0272.See file dsdata.txt to determine how the superseded data were derived.
 FD0272
 FD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED135942(NAD 83)
 FD0272_MARKER: DB = BENCH MARK DISK
 FD0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0272_STAMPING: P 33 1934
 FD0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0272+STABILITY: SURFACE MOTION
 FD0272
 FD0272  HISTORY     - Date     Condition        Report By
 FD0272  HISTORY     - 1934     MONUMENTED       CGS
 FD0272  HISTORY     - 1943     MARK NOT FOUND   NGS
 FD0272
 FD0272                          STATION DESCRIPTION
 FD0272
 FD0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0272'AT FRANKEWING.
 FD0272'AT FRANKEWING, GILES COUNTY, ON U.S. HIGHWAY 64, 200 FEET WEST
 FD0272'OF THE LOUISVILLE AND NASHVILLE RAILROAD UNDERPASS, 50 FEET
 FD0272'SOUTHWEST OF THE L.M. MARKS AND COMPANY STORE IN 1934, AND 30
 FD0272'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FD0272'STAMPED P 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0165 ***********************************************************************
 FD0165  DESIGNATION -  P 34
 FD0165  PID         -  FD0165
 FD0165  STATE/COUNTY-  TN/LINCOLN
 FD0165  USGS QUAD   -  HUNTLAND (1972)
 FD0165
 FD0165                         *CURRENT SURVEY CONTROL
 FD0165  ___________________________________________________________________
 FD0165* NAD 83(1986)-  35 00 47.     (N)    086 21 24.     (W)     SCALED    
 FD0165* NAVD 88     -       282.544  (meters)     926.98   (feet)  ADJUSTED  
 FD0165  ___________________________________________________________________
 FD0165  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0165  DYNAMIC HT  -         282.264 (meters)     926.06  (feet)  COMP
 FD0165  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FD0165
 FD0165  VERT ORDER  -  FIRST     CLASS II
 FD0165
 FD0165.The horizontal coordinates were scaled from a topographic map and have
 FD0165.an estimated accuracy of +/- 6 seconds.
 FD0165
 FD0165.The orthometric height was determined by differential leveling
 FD0165.and adjusted by the National Geodetic Survey in June 1991..
 FD0165
 FD0165.The geoid height was determined by GEOID03.
 FD0165
 FD0165.The dynamic height is computed by dividing the NAVD 88
 FD0165.geopotential number by the normal gravity value computed on the
 FD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0165.degrees latitude (g = 980.6199 gals.).
 FD0165
 FD0165.The modeled gravity was interpolated from observed gravity values.
 FD0165
 FD0165;                    North         East    Units  Estimated Accuracy
 FD0165;SPC TN       -    75,480.      567,440.      MT  (+/- 180 meters Scaled)
 FD0165
 FD0165                          SUPERSEDED SURVEY CONTROL
 FD0165
 FD0165  NGVD 29 (??/??/92)  282.502  (m)          926.84   (f) ADJ UNCH    1 2
 FD0165
 FD0165.Superseded values are not recommended for survey control.
 FD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0165.See file dsdata.txt to determine how the superseded data were derived.
 FD0165
 FD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED586746(NAD 83)
 FD0165_MARKER: DB = BENCH MARK DISK
 FD0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0165_STAMPING: P 34 1934
 FD0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0165+STABILITY: SURFACE MOTION
 FD0165
 FD0165  HISTORY     - Date     Condition        Report By
 FD0165  HISTORY     - 1934     MONUMENTED       CGS
 FD0165  HISTORY     - 1949     GOOD             NGS
 FD0165
 FD0165                          STATION DESCRIPTION
 FD0165
 FD0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0165'AT ELORA.
 FD0165'AT ELORA, AT THE WEST CORNER OF THE BRICK BUILDING OCCUPIED
 FD0165'BY GROCERY STORE, DRUG STORE AND POST OFFICE, ON THE SOUTHWEST
 FD0165'SIDE OF BUILDING, 3 1/2 FEET SOUTHEAST OF THE WEST CORNER AND SET
 FD0165'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0403 ***********************************************************************
 FE0403  DESIGNATION -  P 35
 FE0403  PID         -  FE0403
 FE0403  STATE/COUNTY-  TN/MCNAIRY
 FE0403  USGS QUAD   -  STANTONVILLE (1992)
 FE0403
 FE0403                         *CURRENT SURVEY CONTROL
 FE0403  ___________________________________________________________________
 FE0403* NAD 83(1986)-  35 11 49.     (N)    088 29 45.     (W)     SCALED    
 FE0403* NAVD 88     -       181.872  (meters)     596.69   (feet)  ADJUSTED  
 FE0403  ___________________________________________________________________
 FE0403  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE0403  DYNAMIC HT  -         181.706 (meters)     596.15  (feet)  COMP
 FE0403  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FE0403
 FE0403  VERT ORDER  -  FIRST     CLASS II
 FE0403
 FE0403.The horizontal coordinates were scaled from a topographic map and have
 FE0403.an estimated accuracy of +/- 6 seconds.
 FE0403
 FE0403.The orthometric height was determined by differential leveling
 FE0403.and adjusted by the National Geodetic Survey in June 1991..
 FE0403
 FE0403.The geoid height was determined by GEOID03.
 FE0403
 FE0403.The dynamic height is computed by dividing the NAVD 88
 FE0403.geopotential number by the normal gravity value computed on the
 FE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0403.degrees latitude (g = 980.6199 gals.).
 FE0403
 FE0403.The modeled gravity was interpolated from observed gravity values.
 FE0403
 FE0403;                    North         East    Units  Estimated Accuracy
 FE0403;SPC TN       -    98,720.      372,730.      MT  (+/- 180 meters Scaled)
 FE0403
 FE0403                          SUPERSEDED SURVEY CONTROL
 FE0403
 FE0403  NGVD 29 (??/??/??)  181.869  (m)          596.68   (f) ADJUSTED    1 2
 FE0403
 FE0403.Superseded values are not recommended for survey control.
 FE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0403.See file dsdata.txt to determine how the superseded data were derived.
 FE0403
 FE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD638959(NAD 83)
 FE0403_MARKER: DB = BENCH MARK DISK
 FE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0403_SP_SET: SQUARE CONCRETE MONUMENT
 FE0403_STAMPING: P 35 1934
 FE0403_MARK LOGO: CGS   
 FE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0403+STABILITY: SURFACE MOTION
 FE0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0403+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1987
 FE0403
 FE0403  HISTORY     - Date     Condition        Report By
 FE0403  HISTORY     - 1934     MONUMENTED       CGS
 FE0403  HISTORY     - 1949     GOOD             CGS
 FE0403  HISTORY     - 1987     GOOD             USPSQD
 FE0403  HISTORY     - 19870629 GOOD             LOCENG
 FE0403
 FE0403                          STATION DESCRIPTION
 FE0403
 FE0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0403'6.4 MI SW FROM SELMER.
 FE0403'6.4 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0403'SELMER, MCNAIRY  COUNTY, 6.8 MILES SOUTHWEST OF THE POST OFFICE
 FE0403'AT ADAMSVILLE, 1.6 MILES SOUTHWEST OF THE CROSSROADS AT LAWTON,
 FE0403'48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL STORE
 FE0403'BUILDING, AT A ROAD INTERSECTION, 110 FEET NORTHEAST OF THE
 FE0403'CENTERLINE OF THE ROAD LEADING NORTHWEST 36 FEET NORTHWEST OF
 FE0403'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A STEEL
 FE0403'POST, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 FE0403'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 35 1934 AND
 FE0403'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 FE0403'GROUND.
 FE0403
 FE0403                          STATION RECOVERY (1987)
 FE0403
 FE0403'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE0403'RECOVERED IN GOOD CONDITION.
 FE0403
 FE0403                          STATION RECOVERY (1987)
 FE0403
 FE0403'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0983 ***********************************************************************
 FD0983  DESIGNATION -  P 36
 FD0983  PID         -  FD0983
 FD0983  STATE/COUNTY-  TN/WAYNE
 FD0983  USGS QUAD   -  WAYNESBORO (1968)
 FD0983
 FD0983                         *CURRENT SURVEY CONTROL
 FD0983  ___________________________________________________________________
 FD0983* NAD 83(1986)-  35 18 44.     (N)    087 47 09.     (W)     SCALED    
 FD0983* NAVD 88     -       280.481  (meters)     920.21   (feet)  ADJUSTED  
 FD0983  ___________________________________________________________________
 FD0983  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0983  DYNAMIC HT  -         280.217 (meters)     919.35  (feet)  COMP
 FD0983  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 FD0983
 FD0983  VERT ORDER  -  SECOND    CLASS 0
 FD0983
 FD0983.The horizontal coordinates were scaled from a topographic map and have
 FD0983.an estimated accuracy of +/- 6 seconds.
 FD0983
 FD0983.The orthometric height was determined by differential leveling
 FD0983.and adjusted by the National Geodetic Survey in June 1991..
 FD0983
 FD0983.The geoid height was determined by GEOID03.
 FD0983
 FD0983.The dynamic height is computed by dividing the NAVD 88
 FD0983.geopotential number by the normal gravity value computed on the
 FD0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0983.degrees latitude (g = 980.6199 gals.).
 FD0983
 FD0983.The modeled gravity was interpolated from observed gravity values.
 FD0983
 FD0983;                    North         East    Units  Estimated Accuracy
 FD0983;SPC TN       -   110,090.      437,610.      MT  (+/- 180 meters Scaled)
 FD0983
 FD0983                          SUPERSEDED SURVEY CONTROL
 FD0983
 FD0983  NGVD 29 (??/??/92)  280.455  (m)          920.13   (f) ADJ UNCH    2 0
 FD0983
 FD0983.Superseded values are not recommended for survey control.
 FD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0983.See file dsdata.txt to determine how the superseded data were derived.
 FD0983
 FD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE285079(NAD 83)
 FD0983_MARKER: DB = BENCH MARK DISK
 FD0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0983_STAMPING: P 36 1934
 FD0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0983+STABILITY: SURFACE MOTION
 FD0983
 FD0983  HISTORY     - Date     Condition        Report By
 FD0983  HISTORY     - 1934     MONUMENTED       CGS
 FD0983  HISTORY     - 1950     GOOD             NGS
 FD0983  HISTORY     - 1962     GOOD             NGS
 FD0983
 FD0983                          STATION DESCRIPTION
 FD0983
 FD0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0983'1.6 MI W FROM WAYNESBORO.
 FD0983'1.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, AT THE TOP
 FD0983'OF A HILL, IN FRONT OF A HOUSE, 45 YARDS EAST OF A HIGH POINT IN
 FD0983'THE HIGHWAY, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 12
 FD0983'FEET EAST OF THE CENTERLINE OF A DRIVE, AND 2 FEET WEST OF A
 FD0983'STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED
 FD0983'P 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0983
 FD0983                          STATION RECOVERY (1962)
 FD0983
 FD0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0865 ***********************************************************************
 FD0865  DESIGNATION -  P 37
 FD0865  PID         -  FD0865
 FD0865  STATE/COUNTY-  TN/GILES
 FD0865  USGS QUAD   -  ASPEN HILL (1988)
 FD0865
 FD0865                         *CURRENT SURVEY CONTROL
 FD0865  ___________________________________________________________________
 FD0865* NAD 83(1986)-  35 07 05.     (N)    087 00 21.     (W)     SCALED    
 FD0865* NAVD 88     -       192.730  (meters)     632.32   (feet)  ADJUSTED  
 FD0865  ___________________________________________________________________
 FD0865  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FD0865  DYNAMIC HT  -         192.549 (meters)     631.72  (feet)  COMP
 FD0865  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FD0865
 FD0865  VERT ORDER  -  SECOND    CLASS 0
 FD0865
 FD0865.The horizontal coordinates were scaled from a topographic map and have
 FD0865.an estimated accuracy of +/- 6 seconds.
 FD0865
 FD0865.The orthometric height was determined by differential leveling
 FD0865.and adjusted by the National Geodetic Survey in June 1991..
 FD0865
 FD0865.The geoid height was determined by GEOID03.
 FD0865
 FD0865.The dynamic height is computed by dividing the NAVD 88
 FD0865.geopotential number by the normal gravity value computed on the
 FD0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0865.degrees latitude (g = 980.6199 gals.).
 FD0865
 FD0865.The modeled gravity was interpolated from observed gravity values.
 FD0865
 FD0865;                    North         East    Units  Estimated Accuracy
 FD0865;SPC TN       -    87,540.      508,310.      MT  (+/- 180 meters Scaled)
 FD0865
 FD0865                          SUPERSEDED SURVEY CONTROL
 FD0865
 FD0865  NGVD 29 (??/??/92)  192.692  (m)          632.19   (f) ADJ UNCH    2 0
 FD0865
 FD0865.Superseded values are not recommended for survey control.
 FD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0865.See file dsdata.txt to determine how the superseded data were derived.
 FD0865
 FD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD994861(NAD 83)
 FD0865_MARKER: DB = BENCH MARK DISK
 FD0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0865_STAMPING: P 37 1934
 FD0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0865+STABILITY: SURFACE MOTION
 FD0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0865+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0865
 FD0865  HISTORY     - Date     Condition        Report By
 FD0865  HISTORY     - 1934     MONUMENTED       CGS
 FD0865  HISTORY     - 1953     GOOD             TVA
 FD0865  HISTORY     - 20020514 GOOD             TNDT
 FD0865
 FD0865                          STATION DESCRIPTION
 FD0865
 FD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0865'5.5 MI S FROM PULASKI.
 FD0865'5.7 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0865'FROM THE STATION AT PULASKI, GILES COUNTY, 25 FEET SOUTHEAST
 FD0865'OF THE STATION AT HARWELL, 8 POLES SOUTHEAST OF MILEPOST L 271,
 FD0865'AT A PRIVATE-ROAD CROSSING, AND 25 FEET WEST OF THE CENTERLINE
 FD0865'OF THE TRACK.  A STANDARD DISK, STAMPED P 37 1934 AND SET IN
 FD0865'THE TOP OF A CONCRETE POST.  NOTE-- IT IS 2 FEET EAST OF A STEEL
 FD0865'POST WITH A CONTROL MARKER SIGN.  IT IS 12 FEET EAST
 FD0865'OF A GATE POST, AND 10 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 FD0865'ROAD.
 FD0865
 FD0865                          STATION RECOVERY (1953)
 FD0865
 FD0865'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0865'RECOVERED IN GOOD CONDITION.
 FD0865
 FD0865                          STATION RECOVERY (2002)
 FD0865
 FD0865'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1302 ***********************************************************************
 FC1302  DESIGNATION -  P 38
 FC1302  PID         -  FC1302
 FC1302  STATE/COUNTY-  TN/MARION
 FC1302  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1302
 FC1302                         *CURRENT SURVEY CONTROL
 FC1302  ___________________________________________________________________
 FC1302* NAD 83(1986)-  35 02 53.     (N)    085 41 54.     (W)     SCALED    
 FC1302* NAVD 88     -       200.557  (meters)     657.99   (feet)  ADJUSTED  
 FC1302  ___________________________________________________________________
 FC1302  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC1302  DYNAMIC HT  -         200.361 (meters)     657.35  (feet)  COMP
 FC1302  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 FC1302
 FC1302  VERT ORDER  -  SECOND    CLASS 0
 FC1302
 FC1302.The horizontal coordinates were scaled from a topographic map and have
 FC1302.an estimated accuracy of +/- 6 seconds.
 FC1302
 FC1302.The orthometric height was determined by differential leveling
 FC1302.and adjusted by the National Geodetic Survey in June 1991..
 FC1302
 FC1302.The geoid height was determined by GEOID03.
 FC1302
 FC1302.The dynamic height is computed by dividing the NAVD 88
 FC1302.geopotential number by the normal gravity value computed on the
 FC1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1302.degrees latitude (g = 980.6199 gals.).
 FC1302
 FC1302.The modeled gravity was interpolated from observed gravity values.
 FC1302
 FC1302;                    North         East    Units  Estimated Accuracy
 FC1302;SPC TN       -    79,340.      627,520.      MT  (+/- 180 meters Scaled)
 FC1302
 FC1302                          SUPERSEDED SURVEY CONTROL
 FC1302
 FC1302  NGVD 29 (??/??/92)  200.560  (m)          658.00   (f) ADJ UNCH    2 0
 FC1302
 FC1302.Superseded values are not recommended for survey control.
 FC1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1302.See file dsdata.txt to determine how the superseded data were derived.
 FC1302
 FC1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD187791(NAD 83)
 FC1302_MARKER: DB = BENCH MARK DISK
 FC1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1302_STAMPING: P 38 1934
 FC1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1302+STABILITY: SURFACE MOTION
 FC1302
 FC1302  HISTORY     - Date     Condition        Report By
 FC1302  HISTORY     - 1934     MONUMENTED       CGS
 FC1302  HISTORY     - 1965     MARK NOT FOUND   USGS
 FC1302
 FC1302                          STATION DESCRIPTION
 FC1302
 FC1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1302'3.5 MI N FROM SOUTH PITTSBURG.
 FC1302'3.5 MILES NORTH ALONG STATE HIGHWAY 2 FROM SOUTH PITTSBURG,
 FC1302'MARION COUNTY, ON THE TOP OF A HILL, 200 FEET EAST OF A HOUSE
 FC1302'ON THE SOUTH SIDE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE
 FC1302'OF THE HIGHWAY, AND 25 FEET EAST OF A FENCE CORNER.  A STANDARD
 FC1302'DISK, STAMPED P 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1302
 FC1302                          STATION RECOVERY (1965)
 FC1302
 FC1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FC1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1122 ***********************************************************************
 FC1122  DESIGNATION -  P 39
 FC1122  PID         -  FC1122
 FC1122  STATE/COUNTY-  TN/MARION
 FC1122  USGS QUAD   -  DAUS (1974)
 FC1122
 FC1122                         *CURRENT SURVEY CONTROL
 FC1122  ___________________________________________________________________
 FC1122* NAD 83(1986)-  35 15 50.     (N)    085 28 02.     (W)     SCALED    
 FC1122* NAVD 88     -       206.791  (meters)     678.45   (feet)  ADJUSTED  
 FC1122  ___________________________________________________________________
 FC1122  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC1122  DYNAMIC HT  -         206.593 (meters)     677.80  (feet)  COMP
 FC1122  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FC1122
 FC1122  VERT ORDER  -  SECOND    CLASS 0
 FC1122
 FC1122.The horizontal coordinates were scaled from a topographic map and have
 FC1122.an estimated accuracy of +/- 6 seconds.
 FC1122
 FC1122.The orthometric height was determined by differential leveling
 FC1122.and adjusted by the National Geodetic Survey in June 1991..
 FC1122
 FC1122.The geoid height was determined by GEOID03.
 FC1122
 FC1122.The dynamic height is computed by dividing the NAVD 88
 FC1122.geopotential number by the normal gravity value computed on the
 FC1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1122.degrees latitude (g = 980.6199 gals.).
 FC1122
 FC1122.The modeled gravity was interpolated from observed gravity values.
 FC1122
 FC1122;                    North         East    Units  Estimated Accuracy
 FC1122;SPC TN       -   103,380.      648,480.      MT  (+/- 180 meters Scaled)
 FC1122
 FC1122                          SUPERSEDED SURVEY CONTROL
 FC1122
 FC1122  NGVD 29 (??/??/92)  206.825  (m)          678.56   (f) ADJ UNCH    2 0
 FC1122
 FC1122.Superseded values are not recommended for survey control.
 FC1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1122.See file dsdata.txt to determine how the superseded data were derived.
 FC1122
 FC1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE394033(NAD 83)
 FC1122_MARKER: DB = BENCH MARK DISK
 FC1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1122_STAMPING: P 39 1934
 FC1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1122+STABILITY: SURFACE MOTION
 FC1122
 FC1122  HISTORY     - Date     Condition        Report By
 FC1122  HISTORY     - 1934     MONUMENTED       CGS
 FC1122  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1122
 FC1122                          STATION DESCRIPTION
 FC1122
 FC1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1122'5.6 MI NE FROM WHITWELL.
 FC1122'5.6 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1122'RAILWAY FROM WHITWELL, MARION COUNTY, 1-3/4 POLES SOUTH OF THE
 FC1122'STATION SIGNBOARD AT CONDRA, 24-1/4 POLES NORTH OF MILEPOST
 FC1122'28, AND 40 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 FC1122'P 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1122
 FC1122                          STATION RECOVERY (1972)
 FC1122
 FC1122'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1284 ***********************************************************************
 GA1284  DESIGNATION -  P 4
 GA1284  PID         -  GA1284
 GA1284  STATE/COUNTY-  TN/HAWKINS
 GA1284  USGS QUAD   -  PLUM GROVE (1991)
 GA1284
 GA1284                         *CURRENT SURVEY CONTROL
 GA1284  ___________________________________________________________________
 GA1284* NAD 83(1986)-  36 30 07.     (N)    082 46 51.     (W)     SCALED    
 GA1284* NAVD 88     -       365.417  (meters)    1198.87   (feet)  ADJUSTED  
 GA1284  ___________________________________________________________________
 GA1284  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1284  DYNAMIC HT  -         365.090 (meters)    1197.80  (feet)  COMP
 GA1284  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 GA1284
 GA1284  VERT ORDER  -  FIRST     CLASS I
 GA1284
 GA1284.The horizontal coordinates were scaled from a topographic map and have
 GA1284.an estimated accuracy of +/- 6 seconds.
 GA1284
 GA1284.The orthometric height was determined by differential leveling
 GA1284.and adjusted by the National Geodetic Survey in June 1991..
 GA1284
 GA1284.The geoid height was determined by GEOID03.
 GA1284
 GA1284.The dynamic height is computed by dividing the NAVD 88
 GA1284.geopotential number by the normal gravity value computed on the
 GA1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1284.degrees latitude (g = 980.6199 gals.).
 GA1284
 GA1284.The modeled gravity was interpolated from observed gravity values.
 GA1284
 GA1284;                    North         East    Units  Estimated Accuracy
 GA1284;SPC TN       -   245,360.      888,350.      MT  (+/- 180 meters Scaled)
 GA1284
 GA1284                          SUPERSEDED SURVEY CONTROL
 GA1284
 GA1284  NGVD 29 (??/??/92)  365.565  (m)         1199.36   (f) ADJ UNCH    1 1
 GA1284
 GA1284.Superseded values are not recommended for survey control.
 GA1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1284.See file dsdata.txt to determine how the superseded data were derived.
 GA1284
 GA1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA405410(NAD 83)
 GA1284_MARKER: DD = SURVEY DISK
 GA1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1284_SP_SET: BRIDGE
 GA1284_STAMPING: P 4 1931 1199.640
 GA1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1284
 GA1284  HISTORY     - Date     Condition        Report By
 GA1284  HISTORY     - 1931     MONUMENTED       CGS
 GA1284  HISTORY     - 1967     GOOD             NGS
 GA1284  HISTORY     - 20031005 GOOD             GEOCAC
 GA1284
 GA1284                          STATION DESCRIPTION
 GA1284
 GA1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1284'4.8 MI SW FROM CHURCH HILL.
 GA1284'ABOUT 4.75 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1284'RAILROAD FROM THE STATION AT CHURCH HILL, OR ABOUT 4.95 MILES
 GA1284'NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1284'POST OFFICE AT SURGOINSVILLE, 0.3 MILE EAST OF MILEPOST 59,
 GA1284'0.1 MILE NORTHWEST OF THE CROSSING OF THE RAILROAD AND A PRIVATE
 GA1284'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GA1284'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER BRADLEY CREEK, 4
 GA1284'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, AND ABOUT
 GA1284'1 FOOT BELOW THE LEVEL OF THE TRACK.
 GA1284
 GA1284                          STATION RECOVERY (2003)
 GA1284
 GA1284'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1156 ***********************************************************************
 FC1156  DESIGNATION -  P 40
 FC1156  PID         -  FC1156
 FC1156  STATE/COUNTY-  TN/MARION
 FC1156  USGS QUAD   -  KETNER GAP (1976)
 FC1156
 FC1156                         *CURRENT SURVEY CONTROL
 FC1156  ___________________________________________________________________
 FC1156* NAD 83(1986)-  35 10 13.     (N)    085 24 59.     (W)     SCALED    
 FC1156* NAVD 88     -       543.371  (meters)    1782.71   (feet)  ADJUSTED  
 FC1156  ___________________________________________________________________
 FC1156  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1156  DYNAMIC HT  -         542.822 (meters)    1780.91  (feet)  COMP
 FC1156  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 FC1156
 FC1156  VERT ORDER  -  SECOND    CLASS 0
 FC1156
 FC1156.The horizontal coordinates were scaled from a topographic map and have
 FC1156.an estimated accuracy of +/- 6 seconds.
 FC1156
 FC1156.The orthometric height was determined by differential leveling
 FC1156.and adjusted by the National Geodetic Survey in June 1991..
 FC1156
 FC1156.The geoid height was determined by GEOID03.
 FC1156
 FC1156.The dynamic height is computed by dividing the NAVD 88
 FC1156.geopotential number by the normal gravity value computed on the
 FC1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1156.degrees latitude (g = 980.6199 gals.).
 FC1156
 FC1156.The modeled gravity was interpolated from observed gravity values.
 FC1156
 FC1156;                    North         East    Units  Estimated Accuracy
 FC1156;SPC TN       -    93,020.      653,170.      MT  (+/- 180 meters Scaled)
 FC1156
 FC1156                          SUPERSEDED SURVEY CONTROL
 FC1156
 FC1156  NGVD 29 (??/??/92)  543.395  (m)         1782.79   (f) ADJ UNCH    2 0
 FC1156
 FC1156.Superseded values are not recommended for survey control.
 FC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1156.See file dsdata.txt to determine how the superseded data were derived.
 FC1156
 FC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD442930(NAD 83)
 FC1156_MARKER: DB = BENCH MARK DISK
 FC1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1156_STAMPING: P 40 1934
 FC1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1156+STABILITY: SURFACE MOTION
 FC1156
 FC1156  HISTORY     - Date     Condition        Report By
 FC1156  HISTORY     - 1934     MONUMENTED       CGS
 FC1156
 FC1156                          STATION DESCRIPTION
 FC1156
 FC1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1156'12.8 MI W FROM CHATTANOOGA.
 FC1156'IN MARION COUNTY, 12.8 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1156'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1156'HAMILTON COUNTY, 200 YARDS NORTHWEST OF THE FRANK KELLY RESIDENCE
 FC1156'IN 1934 (A BROWN STAINED BUILDING), 100 YARDS SOUTHWEST OF
 FC1156'A LOG-CABIN ROADHOUSE, AND 45 FEET SOUTHEAST OF A T-ROAD
 FC1156'INTERSECTION.  A STANDARD DISK, STAMPED P 40 1934 AND SET IN
 FC1156'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1723 ***********************************************************************
 FB1723  DESIGNATION -  P 41
 FB1723  PID         -  FB1723
 FB1723  STATE/COUNTY-  TN/KNOX
 FB1723  USGS QUAD   -  KNOXVILLE (1978)
 FB1723
 FB1723                         *CURRENT SURVEY CONTROL
 FB1723  ___________________________________________________________________
 FB1723* NAD 83(1986)-  35 55 47.     (N)    083 55 06.     (W)     SCALED    
 FB1723* NAVD 88     -       265.830  (meters)     872.14   (feet)  ADJUSTED  
 FB1723  ___________________________________________________________________
 FB1723  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1723  DYNAMIC HT  -         265.585 (meters)     871.34  (feet)  COMP
 FB1723  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 FB1723
 FB1723  VERT ORDER  -  FIRST     CLASS II
 FB1723
 FB1723.The horizontal coordinates were scaled from a topographic map and have
 FB1723.an estimated accuracy of +/- 6 seconds.
 FB1723
 FB1723.The orthometric height was determined by differential leveling
 FB1723.and adjusted by the National Geodetic Survey in June 1991..
 FB1723
 FB1723.The geoid height was determined by GEOID03.
 FB1723
 FB1723.The dynamic height is computed by dividing the NAVD 88
 FB1723.geopotential number by the normal gravity value computed on the
 FB1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1723.degrees latitude (g = 980.6199 gals.).
 FB1723
 FB1723.The modeled gravity was interpolated from observed gravity values.
 FB1723
 FB1723;                    North         East    Units  Estimated Accuracy
 FB1723;SPC TN       -   179,120.      787,830.      MT  (+/- 180 meters Scaled)
 FB1723
 FB1723                          SUPERSEDED SURVEY CONTROL
 FB1723
 FB1723  NGVD 29 (12/12/91)  265.965  (m)          872.59   (f) ADJUSTED    1 2
 FB1723
 FB1723.Superseded values are not recommended for survey control.
 FB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1723.See file dsdata.txt to determine how the superseded data were derived.
 FB1723
 FB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367800(NAD 83)
 FB1723_MARKER: DB = BENCH MARK DISK
 FB1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1723_STAMPING: P 41 1934
 FB1723_MARK LOGO: CGS   
 FB1723_PROJECTION: PROJECTING 5 CENTIMETERS
 FB1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1723+STABILITY: SURFACE MOTION
 FB1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB1723+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1723
 FB1723  HISTORY     - Date     Condition        Report By
 FB1723  HISTORY     - 1934     MONUMENTED       CGS
 FB1723  HISTORY     - 1950     GOOD             NGS
 FB1723  HISTORY     - 1983     GOOD             NGS
 FB1723  HISTORY     - 20010322 GOOD             USPSQD
 FB1723  HISTORY     - 20060112 GOOD             USPSQD
 FB1723
 FB1723                          STATION DESCRIPTION
 FB1723
 FB1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1723'AT VESTAL.
 FB1723'1.8 MILES SOUTH ALONG THE TENNESSEE AND NORTH CAROLINA RAILWAY
 FB1723'FROM KNOXVILLE, AT VESTAL, ABOUT 8 RAILS SOUTH OF THE JUNCTION OF
 FB1723'THE SOUTHERN RAILWAY, ABOUT 6 RAILS NORTH OF S. RY. MILEPOST
 FB1723'3, ABOUT 30 FEET WEST OF THE CENTERLINE OF THE T AND NC RY
 FB1723'TRACK, 24 FEET EAST OF THE CENTERLINE OF THE S RY TRACK, AND
 FB1723'15 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED P 41 1934
 FB1723'AND SET IN THE TOP OF A CONCRETE POST.
 FB1723
 FB1723                          STATION RECOVERY (1983)
 FB1723
 FB1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1723'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN VESTAL,
 FB1723'0.2 KM (0.1 MI) SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE
 FB1723'OVERPASS BRIDGE ABOVE OGLE AVENUE TO THE MARK ON THE LEFT AND ACROSS
 FB1723'THE TRACKS FROM MILEPOST 3, 7.62 METERS (25.0 FT) SOUTHEAST OF THE
 FB1723'SOUTHEAST RAIL, 11.83 METERS (38.8 FT) SOUTHEAST OF MILEPOST 3,
 FB1723'10.06 METERS (33.0 FT) NORTHWEST OF THE CENTER OF MAYFIELD AVENUE,
 FB1723'3.17 METERS (10.4 FT) NORTHWEST OF A UTILITY POLE.
 FB1723'THE MARK IS 0.25 METERS  SSW FROM A WITNESS POST.
 FB1723'THE MARK IS 0.15 M BELOW TRACKS.
 FB1723
 FB1723                          STATION RECOVERY (2001)
 FB1723
 FB1723'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1723'RECOVERED IN GOOD CONDITION.
 FB1723
 FB1723                          STATION RECOVERY (2006)
 FB1723
 FB1723'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1027 ***********************************************************************
 FC1027  DESIGNATION -  P 43
 FC1027  PID         -  FC1027
 FC1027  STATE/COUNTY-  TN/VAN BUREN
 FC1027  USGS QUAD   -  SPENCER (1974)
 FC1027
 FC1027                         *CURRENT SURVEY CONTROL
 FC1027  ___________________________________________________________________
 FC1027* NAD 83(1986)-  35 43 22.     (N)    085 22 43.     (W)     SCALED    
 FC1027* NAVD 88     -       477.398  (meters)    1566.26   (feet)  ADJUSTED  
 FC1027  ___________________________________________________________________
 FC1027  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FC1027  DYNAMIC HT  -         476.950 (meters)    1564.79  (feet)  COMP
 FC1027  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FC1027
 FC1027  VERT ORDER  -  SECOND    CLASS 0
 FC1027
 FC1027.The horizontal coordinates were scaled from a topographic map and have
 FC1027.an estimated accuracy of +/- 6 seconds.
 FC1027
 FC1027.The orthometric height was determined by differential leveling
 FC1027.and adjusted by the National Geodetic Survey in June 1991..
 FC1027
 FC1027.The geoid height was determined by GEOID03.
 FC1027
 FC1027.The dynamic height is computed by dividing the NAVD 88
 FC1027.geopotential number by the normal gravity value computed on the
 FC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1027.degrees latitude (g = 980.6199 gals.).
 FC1027
 FC1027.The modeled gravity was interpolated from observed gravity values.
 FC1027
 FC1027;                    North         East    Units  Estimated Accuracy
 FC1027;SPC TN       -   154,340.      656,220.      MT  (+/- 180 meters Scaled)
 FC1027
 FC1027                          SUPERSEDED SURVEY CONTROL
 FC1027
 FC1027  NGVD 29 (??/??/92)  477.448  (m)         1566.43   (f) ADJ UNCH    2 0
 FC1027
 FC1027.Superseded values are not recommended for survey control.
 FC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1027.See file dsdata.txt to determine how the superseded data were derived.
 FC1027
 FC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE466544(NAD 83)
 FC1027_MARKER: DB = BENCH MARK DISK
 FC1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1027_STAMPING: P 43 1934
 FC1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1027+STABILITY: SURFACE MOTION
 FC1027
 FC1027  HISTORY     - Date     Condition        Report By
 FC1027  HISTORY     - 1934     MONUMENTED       CGS
 FC1027  HISTORY     - 1953     GOOD             NGS
 FC1027
 FC1027                          STATION DESCRIPTION
 FC1027
 FC1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1027'7.3 MI SE FROM SPENCER.
 FC1027'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1027'COUNTY, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 FC1027'FROM THE EDGE OF A BANK, AND ABOUT 1 FOOT HIGHER THAN THE
 FC1027'HIGHWAY.  A STANDARD DISK, STAMPED P 43 1934 AND SET IN THE TOP
 FC1027'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0947 ***********************************************************************
 FB0947  DESIGNATION -  P 43
 FB0947  PID         -  FB0947
 FB0947  STATE/COUNTY-  TN/COCKE
 FB0947  USGS QUAD   -  LEMON GAP (1976)
 FB0947
 FB0947                         *CURRENT SURVEY CONTROL
 FB0947  ___________________________________________________________________
 FB0947* NAD 83(1986)-  35 49 30.     (N)    082 56 16.     (W)     SCALED    
 FB0947* NAVD 88     -      1077.90   (+/-2cm)    3536.4    (feet)  VERTCON   
 FB0947  ___________________________________________________________________
 FB0947  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB0947
 FB0947  VERT ORDER  -  ? (See Below)
 FB0947
 FB0947.The horizontal coordinates were scaled from a topographic map and have
 FB0947.an estimated accuracy of +/- 6 seconds.
 FB0947
 FB0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0947.The vertical order pertains to the NGVD 29 superseded value.
 FB0947
 FB0947.The geoid height was determined by GEOID03.
 FB0947
 FB0947;                    North         East    Units  Estimated Accuracy
 FB0947;SPC TN       -   169,830.      876,650.      MT  (+/- 180 meters Scaled)
 FB0947
 FB0947                          SUPERSEDED SURVEY CONTROL
 FB0947
 FB0947  NGVD 29 (??/??/92) 1077.976  (m)         3536.66   (f) ADJ UNCH    ?  
 FB0947
 FB0947.Superseded values are not recommended for survey control.
 FB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0947.See file dsdata.txt to determine how the superseded data were derived.
 FB0947
 FB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV249662(NAD 83)
 FB0947_MARKER: N = NAIL
 FB0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0947_SP_SET: SIGN
 FB0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0947
 FB0947  HISTORY     - Date     Condition        Report By
 FB0947  HISTORY     - UNK      MONUMENTED       TVA
 FB0947  HISTORY     - 1938     GOOD             TVA
 FB0947
 FB0947                          STATION DESCRIPTION
 FB0947
 FB0947'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0947'2.8 MI SE FROM DEL RIO.
 FB0947'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0947'OF THE SOUTHERN RAILWAY AT DEL RIO, THENCE 2.9 MILES SOUTHEAST
 FB0947'ALONG THE JONESTOWN ROAD, AND THENCE 7.9 MILES SOUTHEAST ALONG THE
 FB0947'ROUND MOUNTAIN ROAD, 5 MILES NORTH OF MAX PATCH MOUNTAIN, AT
 FB0947'THE TENNESSEE-NORTH CAROLINA STATE LINE, 33 FEET EAST OF THE
 FB0947'STATE LINE, AT A FOREST SERVICE SIGN, AND IN THE NORTHERNMOST
 FB0947'SHORT POST OF THE SIGN.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1208 ***********************************************************************
 FC1208  DESIGNATION -  P 44
 FC1208  PID         -  FC1208
 FC1208  STATE/COUNTY-  TN/RHEA
 FC1208  USGS QUAD   -  GRAYSVILLE (1990)
 FC1208
 FC1208                         *CURRENT SURVEY CONTROL
 FC1208  ___________________________________________________________________
 FC1208* NAD 83(1986)-  35 29 57.     (N)    085 01 22.     (W)     SCALED    
 FC1208* NAVD 88     -       220.278  (meters)     722.70   (feet)  ADJUSTED  
 FC1208  ___________________________________________________________________
 FC1208  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1208  DYNAMIC HT  -         220.066 (meters)     722.00  (feet)  COMP
 FC1208  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 FC1208
 FC1208  VERT ORDER  -  SECOND    CLASS 0
 FC1208
 FC1208.The horizontal coordinates were scaled from a topographic map and have
 FC1208.an estimated accuracy of +/- 6 seconds.
 FC1208
 FC1208.The orthometric height was determined by differential leveling
 FC1208.and adjusted by the National Geodetic Survey in June 1991..
 FC1208
 FC1208.The geoid height was determined by GEOID03.
 FC1208
 FC1208.The dynamic height is computed by dividing the NAVD 88
 FC1208.geopotential number by the normal gravity value computed on the
 FC1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1208.degrees latitude (g = 980.6199 gals.).
 FC1208
 FC1208.The modeled gravity was interpolated from observed gravity values.
 FC1208
 FC1208;                    North         East    Units  Estimated Accuracy
 FC1208;SPC TN       -   129,790.      688,660.      MT  (+/- 180 meters Scaled)
 FC1208
 FC1208                          SUPERSEDED SURVEY CONTROL
 FC1208
 FC1208  NGVD 29 (??/??/92)  220.351  (m)          722.93   (f) ADJ UNCH    2 0
 FC1208
 FC1208.Superseded values are not recommended for survey control.
 FC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1208.See file dsdata.txt to determine how the superseded data were derived.
 FC1208
 FC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE793301(NAD 83)
 FC1208_MARKER: DB = BENCH MARK DISK
 FC1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1208_SP_SET: PIER BRIDGE
 FC1208_STAMPING: P 44 1934
 FC1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1208
 FC1208  HISTORY     - Date     Condition        Report By
 FC1208  HISTORY     - 1934     MONUMENTED       CGS
 FC1208  HISTORY     - 1949     GOOD             NGS
 FC1208  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1208
 FC1208                          STATION DESCRIPTION
 FC1208
 FC1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1208'0.6 MI W FROM DAYTON.
 FC1208'0.6 MILE WEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY, AT
 FC1208'THE SECOND BRIDGE OVER RICHLAND CREEK, IN THE SOUTHEAST END OF
 FC1208'THE SOUTH PIER, 10 INCHES FROM THE EAST END, AND ABOUT 1 FOOT
 FC1208'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 44 1934.
 FC1208
 FC1208                          STATION RECOVERY (1972)
 FC1208
 FC1208'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2306 ***********************************************************************
 GA2306  DESIGNATION -  P 45
 GA2306  PID         -  GA2306
 GA2306  STATE/COUNTY-  TN/UNION
 GA2306  USGS QUAD   -  LUTTRELL (1988)
 GA2306
 GA2306                         *CURRENT SURVEY CONTROL
 GA2306  ___________________________________________________________________
 GA2306* NAD 83(1986)-  36 11 56.     (N)    083 44 29.     (W)     SCALED    
 GA2306* NAVD 88     -       323.029  (meters)    1059.80   (feet)  ADJUSTED  
 GA2306  ___________________________________________________________________
 GA2306  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2306  DYNAMIC HT  -         322.733 (meters)    1058.83  (feet)  COMP
 GA2306  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 GA2306
 GA2306  VERT ORDER  -  SECOND    CLASS 0
 GA2306
 GA2306.The horizontal coordinates were scaled from a topographic map and have
 GA2306.an estimated accuracy of +/- 6 seconds.
 GA2306
 GA2306.The orthometric height was determined by differential leveling
 GA2306.and adjusted by the National Geodetic Survey in June 1991..
 GA2306
 GA2306.The geoid height was determined by GEOID03.
 GA2306
 GA2306.The dynamic height is computed by dividing the NAVD 88
 GA2306.geopotential number by the normal gravity value computed on the
 GA2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2306.degrees latitude (g = 980.6199 gals.).
 GA2306
 GA2306.The modeled gravity was interpolated from observed gravity values.
 GA2306
 GA2306;                    North         East    Units  Estimated Accuracy
 GA2306;SPC TN       -   209,330.      803,110.      MT  (+/- 180 meters Scaled)
 GA2306
 GA2306                          SUPERSEDED SURVEY CONTROL
 GA2306
 GA2306  NGVD 29 (??/??/92)  323.101  (m)         1060.04   (f) ADJ UNCH    2 0
 GA2306
 GA2306.Superseded values are not recommended for survey control.
 GA2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2306.See file dsdata.txt to determine how the superseded data were derived.
 GA2306
 GA2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA535094(NAD 83)
 GA2306_MARKER: DB = BENCH MARK DISK
 GA2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2306_STAMPING: P 45 1934
 GA2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2306+STABILITY: SURFACE MOTION
 GA2306
 GA2306  HISTORY     - Date     Condition        Report By
 GA2306  HISTORY     - 1934     MONUMENTED       CGS
 GA2306  HISTORY     - 1949     GOOD             NGS
 GA2306
 GA2306                          STATION DESCRIPTION
 GA2306
 GA2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2306'AT LUTTRELL.
 GA2306'AT LUTTRELL, UNION COUNTY, ON THE SOUTHERN RAILWAY OPPOSITE THE
 GA2306'STATION, AT A GRAVEL-ROAD CROSSING, 48 FEET NORTHEAST OF THE
 GA2306'CENTERLINE OF THE GRAVEL ROAD, 26 FEET SOUTHEAST OF THE SOUTHEAST
 GA2306'RAIL, 30 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD
 GA2306'PARALLELING THE TRACK, AND 6 FEET SOUTHWEST OF A 28-INCH TREE.  A
 GA2306'STANDARD DISK, STAMPED P 45 1934 AND SET IN THE TOP OF A CONCRETE
 GA2306'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2681 ***********************************************************************
 GA2681  DESIGNATION -  P 46
 GA2681  PID         -  GA2681
 GA2681  STATE/COUNTY-  TN/CLAIBORNE
 GA2681  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2681
 GA2681                         *CURRENT SURVEY CONTROL
 GA2681  ___________________________________________________________________
 GA2681* NAD 83(1986)-  36 35 55.     (N)    083 40 11.     (W)     SCALED    
 GA2681* NAVD 88     -       399.019  (meters)    1309.11   (feet)  ADJUSTED  
 GA2681  ___________________________________________________________________
 GA2681  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2681  DYNAMIC HT  -         398.670 (meters)    1307.97  (feet)  COMP
 GA2681  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA2681
 GA2681  VERT ORDER  -  SECOND    CLASS 0
 GA2681
 GA2681.The horizontal coordinates were scaled from a topographic map and have
 GA2681.an estimated accuracy of +/- 6 seconds.
 GA2681
 GA2681.The orthometric height was determined by differential leveling
 GA2681.and adjusted by the National Geodetic Survey in June 1991..
 GA2681.WARNING-Repeat measurements at this control monument indicate possible
 GA2681.vertical movement.
 GA2681
 GA2681.The geoid height was determined by GEOID03.
 GA2681
 GA2681.The dynamic height is computed by dividing the NAVD 88
 GA2681.geopotential number by the normal gravity value computed on the
 GA2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2681.degrees latitude (g = 980.6199 gals.).
 GA2681
 GA2681.The modeled gravity was interpolated from observed gravity values.
 GA2681
 GA2681;                    North         East    Units  Estimated Accuracy
 GA2681;SPC TN       -   253,820.      808,500.      MT  (+/- 180 meters Scaled)
 GA2681
 GA2681                          SUPERSEDED SURVEY CONTROL
 GA2681
 GA2681  NGVD 29 (??/??/92)  399.157  (m)         1309.57   (f) ADJ UNCH    2 0
 GA2681
 GA2681.Superseded values are not recommended for survey control.
 GA2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2681.See file dsdata.txt to determine how the superseded data were derived.
 GA2681
 GA2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA611536(NAD 83)
 GA2681_MARKER: DB = BENCH MARK DISK
 GA2681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2681_SP_SET: BRIDGE
 GA2681_STAMPING: P 46 1934 1309.528
 GA2681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2681
 GA2681  HISTORY     - Date     Condition        Report By
 GA2681  HISTORY     - 1934     MONUMENTED       CGS
 GA2681  HISTORY     - 1957     GOOD             NGS
 GA2681  HISTORY     - 1963     GOOD             NGS
 GA2681
 GA2681                          STATION DESCRIPTION
 GA2681
 GA2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2681'AT CUMBERLAND GAP.
 GA2681'AT CUMBERLAND GAP, CLAIBORNE COUNTY, TENNESSEE, 18 RAILS SOUTH
 GA2681'OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT BRIDGE
 GA2681'31, IN THE TOP OF THE SECOND STONE FROM THE TOP OF THE WEST SIDE
 GA2681'OF THE NORTH STONE ABUTMENT, AND 12 FEET FROM THE CENTERLINE OF THE
 GA2681'WEST TRACK.
 GA2681
 GA2681                          STATION RECOVERY (1963)
 GA2681
 GA2681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1156 ***********************************************************************
 FB1156  DESIGNATION -  P 47
 FB1156  PID         -  FB1156
 FB1156  STATE/COUNTY-  TN/COCKE
 FB1156  USGS QUAD   -  NEWPORT (1992)
 FB1156
 FB1156                         *CURRENT SURVEY CONTROL
 FB1156  ___________________________________________________________________
 FB1156* NAD 83(1986)-  35 58 20.     (N)    083 14 39.     (W)     SCALED    
 FB1156* NAVD 88     -       364.410  (meters)    1195.57   (feet)  ADJUSTED  
 FB1156  ___________________________________________________________________
 FB1156  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FB1156  DYNAMIC HT  -         364.067 (meters)    1194.44  (feet)  COMP
 FB1156  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FB1156
 FB1156  VERT ORDER  -  SECOND    CLASS 0
 FB1156
 FB1156.The horizontal coordinates were scaled from a topographic map and have
 FB1156.an estimated accuracy of +/- 6 seconds.
 FB1156
 FB1156.The orthometric height was determined by differential leveling
 FB1156.and adjusted by the National Geodetic Survey in June 1991..
 FB1156
 FB1156.The geoid height was determined by GEOID03.
 FB1156
 FB1156.The dynamic height is computed by dividing the NAVD 88
 FB1156.geopotential number by the normal gravity value computed on the
 FB1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1156.degrees latitude (g = 980.6199 gals.).
 FB1156
 FB1156.The modeled gravity was interpolated from observed gravity values.
 FB1156
 FB1156;                    North         East    Units  Estimated Accuracy
 FB1156;SPC TN       -   185,330.      848,520.      MT  (+/- 180 meters Scaled)
 FB1156
 FB1156                          SUPERSEDED SURVEY CONTROL
 FB1156
 FB1156  NGVD 29 (??/??/92)  364.572  (m)         1196.10   (f) ADJ UNCH    2 0
 FB1156
 FB1156.Superseded values are not recommended for survey control.
 FB1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1156.See file dsdata.txt to determine how the superseded data were derived.
 FB1156
 FB1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV976831(NAD 83)
 FB1156_MARKER: DB = BENCH MARK DISK
 FB1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1156_STAMPING: P 47 1934
 FB1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1156+STABILITY: SURFACE MOTION
 FB1156
 FB1156  HISTORY     - Date     Condition        Report By
 FB1156  HISTORY     - 1934     MONUMENTED       CGS
 FB1156  HISTORY     - 1961     GOOD             NGS
 FB1156
 FB1156                          STATION DESCRIPTION
 FB1156
 FB1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1156'3.8 MI W FROM NEWPORT.
 FB1156'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 FB1156'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 0.7
 FB1156'MILE EAST ON U.S. HIGHWAY 70.  THE BENCH MARK IS 42 FT. NORTH OF
 FB1156'THE CENTER OF U.S. HIGHWAY 70, 9 FT. WEST OF THE CENTER OF A
 FB1156'TRACK ROAD, 2 FT. EAST OF A POWER LINE POLE, 1.2 FT. NORTH OF A
 FB1156'WITNESS SIGN AND AT A FENCE CORNER.  THE DISK IS SET IN TOP OF A
 FB1156'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 FT. BELOW THE
 FB1156'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0970 ***********************************************************************
 GB0970  DESIGNATION -  P 48
 GB0970  PID         -  GB0970
 GB0970  STATE/COUNTY-  TN/FENTRESS
 GB0970  USGS QUAD   -  JAMESTOWN (1979)
 GB0970
 GB0970                         *CURRENT SURVEY CONTROL
 GB0970  ___________________________________________________________________
 GB0970* NAD 83(1986)-  36 23 02.     (N)    084 55 23.     (W)     SCALED    
 GB0970* NAVD 88     -       508.858  (meters)    1669.48   (feet)  ADJUSTED  
 GB0970  ___________________________________________________________________
 GB0970  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0970  DYNAMIC HT  -         508.410 (meters)    1668.01  (feet)  COMP
 GB0970  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GB0970
 GB0970  VERT ORDER  -  SECOND    CLASS 0
 GB0970
 GB0970.The horizontal coordinates were scaled from a topographic map and have
 GB0970.an estimated accuracy of +/- 6 seconds.
 GB0970
 GB0970.The orthometric height was determined by differential leveling
 GB0970.and adjusted by the National Geodetic Survey in June 1991..
 GB0970
 GB0970.The geoid height was determined by GEOID03.
 GB0970
 GB0970.The dynamic height is computed by dividing the NAVD 88
 GB0970.geopotential number by the normal gravity value computed on the
 GB0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0970.degrees latitude (g = 980.6199 gals.).
 GB0970
 GB0970.The modeled gravity was interpolated from observed gravity values.
 GB0970
 GB0970;                    North         East    Units  Estimated Accuracy
 GB0970;SPC TN       -   228,040.      696,630.      MT  (+/- 180 meters Scaled)
 GB0970
 GB0970                          SUPERSEDED SURVEY CONTROL
 GB0970
 GB0970  NGVD 29 (??/??/92)  508.961  (m)         1669.82   (f) ADJ UNCH    2 0
 GB0970
 GB0970.Superseded values are not recommended for survey control.
 GB0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0970.See file dsdata.txt to determine how the superseded data were derived.
 GB0970
 GB0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF862285(NAD 83)
 GB0970_MARKER: DB = BENCH MARK DISK
 GB0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0970_STAMPING: P 48 1934
 GB0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0970+STABILITY: SURFACE MOTION
 GB0970
 GB0970  HISTORY     - Date     Condition        Report By
 GB0970  HISTORY     - 1934     MONUMENTED       CGS
 GB0970  HISTORY     - 1935     GOOD             NGS
 GB0970
 GB0970                          STATION DESCRIPTION
 GB0970
 GB0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0970'0.9 MI E FROM JAMESTOWN.
 GB0970'0.9 MILE EAST ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF STATE
 GB0970'HIGHWAY 28 AT JAMESTOWN, FENTRESS COUNTY, IN FRONT OF THE
 GB0970'C.J. CROSS RESIDENCE, 2 FEET SOUTH OF THE FENCE, AND 42 FEET
 GB0970'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GB0970'STAMPED P 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0538 ***********************************************************************
 GB0538  DESIGNATION -  P 49
 GB0538  PID         -  GB0538
 GB0538  STATE/COUNTY-  TN/SCOTT
 GB0538  USGS QUAD   -  HUNTSVILLE (1987)
 GB0538
 GB0538                         *CURRENT SURVEY CONTROL
 GB0538  ___________________________________________________________________
 GB0538* NAD 83(1986)-  36 23 16.     (N)    084 25 12.     (W)     SCALED    
 GB0538* NAVD 88     -       376.465  (meters)    1235.12   (feet)  ADJUSTED  
 GB0538  ___________________________________________________________________
 GB0538  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0538  DYNAMIC HT  -         376.143 (meters)    1234.06  (feet)  COMP
 GB0538  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GB0538
 GB0538  VERT ORDER  -  SECOND    CLASS 0
 GB0538
 GB0538.The horizontal coordinates were scaled from a topographic map and have
 GB0538.an estimated accuracy of +/- 6 seconds.
 GB0538
 GB0538.The orthometric height was determined by differential leveling
 GB0538.and adjusted by the National Geodetic Survey in June 1991..
 GB0538
 GB0538.The geoid height was determined by GEOID03.
 GB0538
 GB0538.The dynamic height is computed by dividing the NAVD 88
 GB0538.geopotential number by the normal gravity value computed on the
 GB0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0538.degrees latitude (g = 980.6199 gals.).
 GB0538
 GB0538.The modeled gravity was interpolated from observed gravity values.
 GB0538
 GB0538;                    North         East    Units  Estimated Accuracy
 GB0538;SPC TN       -   229,090.      741,750.      MT  (+/- 180 meters Scaled)
 GB0538
 GB0538                          SUPERSEDED SURVEY CONTROL
 GB0538
 GB0538  NGVD 29 (??/??/92)  376.591  (m)         1235.53   (f) ADJ UNCH    2 0
 GB0538
 GB0538.Superseded values are not recommended for survey control.
 GB0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0538.See file dsdata.txt to determine how the superseded data were derived.
 GB0538
 GB0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF314300(NAD 83)
 GB0538_MARKER: DB = BENCH MARK DISK
 GB0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0538_SP_SET: BRIDGE
 GB0538_STAMPING: P 49 1934
 GB0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0538
 GB0538  HISTORY     - Date     Condition        Report By
 GB0538  HISTORY     - 1934     MONUMENTED       CGS
 GB0538
 GB0538                          STATION DESCRIPTION
 GB0538
 GB0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0538'4.7 MI E FROM HUNTSVILLE.
 GB0538'4.7 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0538'COUNTY, AT THE CONCRETE BRIDGE OVER BUFFALO CREEK, AND IN THE TOP
 GB0538'OF THE SOUTHEAST WING WALL.  A STANDARD DISK, STAMPED P 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2618 ***********************************************************************
 GA2618  DESIGNATION -  P 51
 GA2618  PID         -  GA2618
 GA2618  STATE/COUNTY-  TN/CLAIBORNE
 GA2618  USGS QUAD   -  EAGAN (1953)
 GA2618
 GA2618                         *CURRENT SURVEY CONTROL
 GA2618  ___________________________________________________________________
 GA2618* NAD 83(1986)-  36 32 59.     (N)    083 57 00.     (W)     SCALED    
 GA2618* NAVD 88     -       337.232  (meters)    1106.40   (feet)  ADJUSTED  
 GA2618  ___________________________________________________________________
 GA2618  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GA2618  DYNAMIC HT  -         336.938 (meters)    1105.44  (feet)  COMP
 GA2618  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 GA2618
 GA2618  VERT ORDER  -  SECOND    CLASS 0
 GA2618
 GA2618.The horizontal coordinates were scaled from a topographic map and have
 GA2618.an estimated accuracy of +/- 6 seconds.
 GA2618
 GA2618.The orthometric height was determined by differential leveling
 GA2618.and adjusted by the National Geodetic Survey in June 1991..
 GA2618
 GA2618.The geoid height was determined by GEOID03.
 GA2618
 GA2618.The dynamic height is computed by dividing the NAVD 88
 GA2618.geopotential number by the normal gravity value computed on the
 GA2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2618.degrees latitude (g = 980.6199 gals.).
 GA2618
 GA2618.The modeled gravity was interpolated from observed gravity values.
 GA2618
 GA2618;                    North         East    Units  Estimated Accuracy
 GA2618;SPC TN       -   247,840.      783,540.      MT  (+/- 180 meters Scaled)
 GA2618
 GA2618                          SUPERSEDED SURVEY CONTROL
 GA2618
 GA2618  NGVD 29 (??/??/92)  337.376  (m)         1106.87   (f) ADJ UNCH    2 0
 GA2618
 GA2618.Superseded values are not recommended for survey control.
 GA2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2618.See file dsdata.txt to determine how the superseded data were derived.
 GA2618
 GA2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA359489(NAD 83)
 GA2618_MARKER: DB = BENCH MARK DISK
 GA2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2618_STAMPING: P 51 1934
 GA2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2618+STABILITY: SURFACE MOTION
 GA2618
 GA2618  HISTORY     - Date     Condition        Report By
 GA2618  HISTORY     - 1934     MONUMENTED       CGS
 GA2618  HISTORY     - 1980     GOOD             LOCSUR
 GA2618
 GA2618                          STATION DESCRIPTION
 GA2618
 GA2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2618'AT CLAIRFIELD.
 GA2618'AT CLAIRFIELD, CLAIBORNE COUNTY, 17 RAILS SOUTHWEST OF THE
 GA2618'SOUTHERN RAILWAY STATION, 82 FEET EAST OF A GRADE CROSSING, 11
 GA2618'FEET SOUTH OF THE TRACK, AND 4 FEET EAST OF A FENCE CORNER.  A
 GA2618'STANDARD DISK, STAMPED P 51 1934 AND SET IN THE TOP OF A CONCRETE
 GA2618'POST.
 GA2618
 GA2618                          STATION RECOVERY (1980)
 GA2618
 GA2618'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0383 ***********************************************************************
 GA0383  DESIGNATION -  P 52
 GA0383  PID         -  GA0383
 GA0383  STATE/COUNTY-  TN/UNICOI
 GA0383  USGS QUAD   -  JOHNSON CITY (1968)
 GA0383
 GA0383                         *CURRENT SURVEY CONTROL
 GA0383  ___________________________________________________________________
 GA0383* NAD 83(1986)-  36 15 10.     (N)    082 19 33.     (W)     SCALED    
 GA0383* NAVD 88     -       540.774  (meters)    1774.19   (feet)  ADJUSTED  
 GA0383  ___________________________________________________________________
 GA0383  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0383  DYNAMIC HT  -         540.251 (meters)    1772.47  (feet)  COMP
 GA0383  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 GA0383
 GA0383  VERT ORDER  -  SECOND    CLASS 0
 GA0383
 GA0383.The horizontal coordinates were scaled from a topographic map and have
 GA0383.an estimated accuracy of +/- 6 seconds.
 GA0383
 GA0383.The orthometric height was determined by differential leveling
 GA0383.and adjusted by the National Geodetic Survey in June 1991..
 GA0383
 GA0383.The geoid height was determined by GEOID03.
 GA0383
 GA0383.The dynamic height is computed by dividing the NAVD 88
 GA0383.geopotential number by the normal gravity value computed on the
 GA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0383.degrees latitude (g = 980.6199 gals.).
 GA0383
 GA0383.The modeled gravity was interpolated from observed gravity values.
 GA0383
 GA0383;                    North         East    Units  Estimated Accuracy
 GA0383;SPC TN       -   219,160.      930,130.      MT  (+/- 180 meters Scaled)
 GA0383
 GA0383                          SUPERSEDED SURVEY CONTROL
 GA0383
 GA0383  NGVD 29 (??/??/92)  540.899  (m)         1774.60   (f) ADJ UNCH    2 0
 GA0383
 GA0383.Superseded values are not recommended for survey control.
 GA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0383.See file dsdata.txt to determine how the superseded data were derived.
 GA0383
 GA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA808128(NAD 83)
 GA0383_MARKER: DB = BENCH MARK DISK
 GA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0383_STAMPING: P 52 1934
 GA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0383+STABILITY: SURFACE MOTION
 GA0383
 GA0383  HISTORY     - Date     Condition        Report By
 GA0383  HISTORY     - 1934     MONUMENTED       CGS
 GA0383
 GA0383                          STATION DESCRIPTION
 GA0383
 GA0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0383'4.5 MI N FROM UNICOI.
 GA0383'4.5 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 GA0383'AT UNICOI, UNICOI COUNTY, 33 FEET EAST OF THE CENTER OF A
 GA0383'PRIVATE-ROAD CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE
 GA0383'TRACK, 12 FEET EAST OF A POLE, 2 FEET SOUTH OF A FENCE, AND 1 FOOT
 GA0383'EAST OF A FENCE POST.  A STANDARD DISK, STAMPED P 52 1934 AND SET
 GA0383'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1208 ***********************************************************************
 FB1208  DESIGNATION -  P 53
 FB1208  PID         -  FB1208
 FB1208  STATE/COUNTY-  TN/SEVIER
 FB1208  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1208
 FB1208                         *CURRENT SURVEY CONTROL
 FB1208  ___________________________________________________________________
 FB1208* NAD 83(1986)-  35 37 52.     (N)    083 27 36.     (W)     SCALED    
 FB1208* NAVD 88     -      1141.136  (meters)    3743.88   (feet)  ADJUSTED  
 FB1208  ___________________________________________________________________
 FB1208  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FB1208  DYNAMIC HT  -        1139.857 (meters)    3739.68  (feet)  COMP
 FB1208  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 FB1208
 FB1208  VERT ORDER  -  SECOND    CLASS 0
 FB1208
 FB1208.The horizontal coordinates were scaled from a topographic map and have
 FB1208.an estimated accuracy of +/- 6 seconds.
 FB1208
 FB1208.The orthometric height was determined by differential leveling
 FB1208.and adjusted by the National Geodetic Survey in June 1991..
 FB1208
 FB1208.The geoid height was determined by GEOID03.
 FB1208
 FB1208.The dynamic height is computed by dividing the NAVD 88
 FB1208.geopotential number by the normal gravity value computed on the
 FB1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1208.degrees latitude (g = 980.6199 gals.).
 FB1208
 FB1208.The modeled gravity was interpolated from observed gravity values.
 FB1208
 FB1208;                    North         East    Units  Estimated Accuracy
 FB1208;SPC TN       -   146,970.      830,040.      MT  (+/- 180 meters Scaled)
 FB1208
 FB1208                          SUPERSEDED SURVEY CONTROL
 FB1208
 FB1208  NGVD 29 (??/??/92) 1141.144  (m)         3743.90   (f) ADJ UNCH    2 0
 FB1208
 FB1208.Superseded values are not recommended for survey control.
 FB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1208.See file dsdata.txt to determine how the superseded data were derived.
 FB1208
 FB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV772458(NAD 83)
 FB1208_MARKER: DB = BENCH MARK DISK
 FB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1208_STAMPING: P 53 1934
 FB1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1208+STABILITY: SURFACE MOTION
 FB1208
 FB1208  HISTORY     - Date     Condition        Report By
 FB1208  HISTORY     - 1934     MONUMENTED       CGS
 FB1208  HISTORY     - 1934     GOOD             NGS
 FB1208  HISTORY     - 1963     GOOD             USGS
 FB1208
 FB1208                          STATION DESCRIPTION
 FB1208
 FB1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1208'10.5 MI SE FROM GATLINBURG.
 FB1208'10.5 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1208'SEVIER COUNTY, 900 FEET SOUTH OF THE BRIDGE OVER LITTLE PIGEON
 FB1208'RIVER, AT A CURVE, 8 FEET WEST OF A 40-INCH SPRUCE TREE, AND 60
 FB1208'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FB1208'STAMPED P 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FB1208
 FB1208                          STATION RECOVERY (1963)
 FB1208
 FB1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2683 ***********************************************************************
 GA2683  DESIGNATION -  P 54
 GA2683  PID         -  GA2683
 GA2683  STATE/COUNTY-  TN/CLAIBORNE
 GA2683  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2683
 GA2683                         *CURRENT SURVEY CONTROL
 GA2683  ___________________________________________________________________
 GA2683* NAD 83(1986)-  36 35 53.     (N)    083 40 13.     (W)     SCALED    
 GA2683* NAVD 88     -       399.239  (meters)    1309.84   (feet)  ADJUSTED  
 GA2683  ___________________________________________________________________
 GA2683  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2683  DYNAMIC HT  -         398.890 (meters)    1308.69  (feet)  COMP
 GA2683  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA2683
 GA2683  VERT ORDER  -  SECOND    CLASS 0
 GA2683
 GA2683.The horizontal coordinates were scaled from a topographic map and have
 GA2683.an estimated accuracy of +/- 6 seconds.
 GA2683
 GA2683.The orthometric height was determined by differential leveling
 GA2683.and adjusted by the National Geodetic Survey in June 1991..
 GA2683
 GA2683.The geoid height was determined by GEOID03.
 GA2683
 GA2683.The dynamic height is computed by dividing the NAVD 88
 GA2683.geopotential number by the normal gravity value computed on the
 GA2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2683.degrees latitude (g = 980.6199 gals.).
 GA2683
 GA2683.The modeled gravity was interpolated from observed gravity values.
 GA2683
 GA2683;                    North         East    Units  Estimated Accuracy
 GA2683;SPC TN       -   253,760.      808,450.      MT  (+/- 180 meters Scaled)
 GA2683
 GA2683                          SUPERSEDED SURVEY CONTROL
 GA2683
 GA2683  NGVD 29 (??/??/92)  399.378  (m)         1310.29   (f) ADJ UNCH    2 0
 GA2683
 GA2683.Superseded values are not recommended for survey control.
 GA2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2683.See file dsdata.txt to determine how the superseded data were derived.
 GA2683
 GA2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA611536(NAD 83)
 GA2683_MARKER: DB = BENCH MARK DISK
 GA2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2683_STAMPING: P 54 1933
 GA2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2683+STABILITY: SURFACE MOTION
 GA2683
 GA2683  HISTORY     - Date     Condition        Report By
 GA2683  HISTORY     - 1933     MONUMENTED       CGS
 GA2683  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA2683
 GA2683                          STATION DESCRIPTION
 GA2683
 GA2683'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA2683'AT CUMBERLAND GAP.
 GA2683'AT CUMBERLAND GAP, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 4
 GA2683'POLES SOUTH OF THE STATION, ABOUT 250 FEET WEST OF THE LOUISVILLE
 GA2683'AND NASHVILLE RAILROAD STATION, 250 FEET WEST OF L. AND N.R.R.
 GA2683'STEEL OVERPASS 31, 60 FEET WEST OF THE S. RY. MAIN TRACK, AND IN
 GA2683'THE FENCE LINE.  A STANDARD DISK, STAMPED P 54 1933 AND SET IN THE
 GA2683'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1567 ***********************************************************************
 GA1567  DESIGNATION -  P 55
 GA1567  PID         -  GA1567
 GA1567  STATE/COUNTY-  TN/HAWKINS
 GA1567  USGS QUAD   -  KYLES FORD (1969)
 GA1567
 GA1567                         *CURRENT SURVEY CONTROL
 GA1567  ___________________________________________________________________
 GA1567* NAD 83(1986)-  36 31 17.     (N)    083 01 28.     (W)     SCALED    
 GA1567* NAVD 88     -       513.175  (meters)    1683.64   (feet)  ADJUSTED  
 GA1567  ___________________________________________________________________
 GA1567  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA1567  DYNAMIC HT  -         512.712 (meters)    1682.12  (feet)  COMP
 GA1567  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 GA1567
 GA1567  VERT ORDER  -  SECOND    CLASS 0
 GA1567
 GA1567.The horizontal coordinates were scaled from a topographic map and have
 GA1567.an estimated accuracy of +/- 6 seconds.
 GA1567
 GA1567.The orthometric height was determined by differential leveling
 GA1567.and adjusted by the National Geodetic Survey in June 1991..
 GA1567
 GA1567.The geoid height was determined by GEOID03.
 GA1567
 GA1567.The dynamic height is computed by dividing the NAVD 88
 GA1567.geopotential number by the normal gravity value computed on the
 GA1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1567.degrees latitude (g = 980.6199 gals.).
 GA1567
 GA1567.The modeled gravity was interpolated from observed gravity values.
 GA1567
 GA1567;                    North         East    Units  Estimated Accuracy
 GA1567;SPC TN       -   246,820.      866,470.      MT  (+/- 180 meters Scaled)
 GA1567
 GA1567                          SUPERSEDED SURVEY CONTROL
 GA1567
 GA1567  NGVD 29 (??/??/92)  513.326  (m)         1684.14   (f) ADJ UNCH    2 0
 GA1567
 GA1567.Superseded values are not recommended for survey control.
 GA1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1567.See file dsdata.txt to determine how the superseded data were derived.
 GA1567
 GA1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA187436(NAD 83)
 GA1567_MARKER: DB = BENCH MARK DISK
 GA1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1567_STAMPING: P 55 1934
 GA1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1567+STABILITY: SURFACE MOTION
 GA1567
 GA1567  HISTORY     - Date     Condition        Report By
 GA1567  HISTORY     - 1934     MONUMENTED       CGS
 GA1567  HISTORY     - 1935     GOOD             NGS
 GA1567
 GA1567                          STATION DESCRIPTION
 GA1567
 GA1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1567'14.5 MI N FROM ROGERSVILLE.
 GA1567'14.5 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1567'HAWKINS COUNTY, ON THE TOP OF HAPPY RIDGE, ON THE PROPERTY OF
 GA1567'V.B. DAVIS, AT THE MIDDLE OF THE PLANK FENCE BETWEEN TWO BARNS,
 GA1567'OPPOSITE A GATE IN A HEDGE, AND 40 FEET EAST OF THE CENTERLINE
 GA1567'OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 55 1934 AND SET
 GA1567'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 GA1567'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0754 ***********************************************************************
 GA0754  DESIGNATION -  P 56
 GA0754  PID         -  GA0754
 GA0754  STATE/COUNTY-  TN/GREENE
 GA0754  USGS QUAD   -  CHUCKEY (1971)
 GA0754
 GA0754                         *CURRENT SURVEY CONTROL
 GA0754  ___________________________________________________________________
 GA0754* NAD 83(1986)-  36 11 53.     (N)    082 42 36.     (W)     SCALED    
 GA0754* NAVD 88     -       432.954  (meters)    1420.45   (feet)  ADJUSTED  
 GA0754  ___________________________________________________________________
 GA0754  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0754  DYNAMIC HT  -         432.540 (meters)    1419.09  (feet)  COMP
 GA0754  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 GA0754
 GA0754  VERT ORDER  -  SECOND    CLASS 0
 GA0754
 GA0754.The horizontal coordinates were scaled from a topographic map and have
 GA0754.an estimated accuracy of +/- 6 seconds.
 GA0754
 GA0754.The orthometric height was determined by differential leveling
 GA0754.and adjusted by the National Geodetic Survey in June 1991..
 GA0754
 GA0754.The geoid height was determined by GEOID03.
 GA0754
 GA0754.The dynamic height is computed by dividing the NAVD 88
 GA0754.geopotential number by the normal gravity value computed on the
 GA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0754.degrees latitude (g = 980.6199 gals.).
 GA0754
 GA0754.The modeled gravity was interpolated from observed gravity values.
 GA0754
 GA0754;                    North         East    Units  Estimated Accuracy
 GA0754;SPC TN       -   211,860.      895,830.      MT  (+/- 180 meters Scaled)
 GA0754
 GA0754                          SUPERSEDED SURVEY CONTROL
 GA0754
 GA0754  NGVD 29 (??/??/92)  433.085  (m)         1420.88   (f) ADJ UNCH    2 0
 GA0754
 GA0754.Superseded values are not recommended for survey control.
 GA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0754.See file dsdata.txt to determine how the superseded data were derived.
 GA0754
 GA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA462072(NAD 83)
 GA0754_MARKER: DB = BENCH MARK DISK
 GA0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0754_SP_SET: BRIDGE
 GA0754_STAMPING: P 56 1934
 GA0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0754
 GA0754  HISTORY     - Date     Condition        Report By
 GA0754  HISTORY     - 1934     MONUMENTED       CGS
 GA0754  HISTORY     - 1955     GOOD             NGS
 GA0754  HISTORY     - 20041214 MARK NOT FOUND   TVA
 GA0754
 GA0754                          STATION DESCRIPTION
 GA0754
 GA0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0754'7.8 MI E FROM GREENEVILLE.
 GA0754'7.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0754'GREENEVILLE, GREENE COUNTY, AT MILEAGE 48.9, AT THE BRIDGE OVER
 GA0754'RIPLEY CREEK, IN THE TOP OF THE SOUTHEAST CONCRETE RETAINING
 GA0754'WALL, AND 9 FEET WEST OF THE EAST END.  A STANDARD DISK, STAMPED
 GA0754'P 56 1934.
 GA0754
 GA0754                          STATION RECOVERY (2004)
 GA0754
 GA0754'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0754'THE RAILROAD HAS PLACED AND ANCHORED A CROSSTIE TO THE TOP OF THE
 GA0754'RETAINING WALL.  WAS NOT ABLE TO SEE THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0638 ***********************************************************************
 GA0638  DESIGNATION -  P 57
 GA0638  PID         -  GA0638
 GA0638  STATE/COUNTY-  TN/WASHINGTON
 GA0638  USGS QUAD   -  BOONE DAM (1968)
 GA0638
 GA0638                         *CURRENT SURVEY CONTROL
 GA0638  ___________________________________________________________________
 GA0638* NAD 83(1986)-  36 26 09.     (N)    082 29 31.     (W)     SCALED    
 GA0638* NAVD 88     -       447.635  (meters)    1468.62   (feet)  ADJUSTED  
 GA0638  ___________________________________________________________________
 GA0638  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0638  DYNAMIC HT  -         447.216 (meters)    1467.24  (feet)  COMP
 GA0638  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 GA0638
 GA0638  VERT ORDER  -  SECOND    CLASS 0
 GA0638
 GA0638.The horizontal coordinates were scaled from a topographic map and have
 GA0638.an estimated accuracy of +/- 6 seconds.
 GA0638
 GA0638.The orthometric height was determined by differential leveling
 GA0638.and adjusted by the National Geodetic Survey in June 1991..
 GA0638
 GA0638.The geoid height was determined by GEOID03.
 GA0638
 GA0638.The dynamic height is computed by dividing the NAVD 88
 GA0638.geopotential number by the normal gravity value computed on the
 GA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0638.degrees latitude (g = 980.6199 gals.).
 GA0638
 GA0638.The modeled gravity was interpolated from observed gravity values.
 GA0638
 GA0638;                    North         East    Units  Estimated Accuracy
 GA0638;SPC TN       -   238,910.      914,480.      MT  (+/- 180 meters Scaled)
 GA0638
 GA0638                          SUPERSEDED SURVEY CONTROL
 GA0638
 GA0638  NGVD 29 (??/??/92)  447.776  (m)         1469.08   (f) ADJ UNCH    2 0
 GA0638
 GA0638.Superseded values are not recommended for survey control.
 GA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0638.See file dsdata.txt to determine how the superseded data were derived.
 GA0638
 GA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA662333(NAD 83)
 GA0638_MARKER: DB = BENCH MARK DISK
 GA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0638_STAMPING: P 57 1934
 GA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0638+STABILITY: SURFACE MOTION
 GA0638
 GA0638  HISTORY     - Date     Condition        Report By
 GA0638  HISTORY     - 1934     MONUMENTED       CGS
 GA0638  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0638
 GA0638                          STATION DESCRIPTION
 GA0638
 GA0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0638'15.1 MI NW FROM JOHNSON CITY.
 GA0638'15.1 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0638'CITY, WASHINGTON COUNTY, 7 RAILS SOUTH OF MILEPOST 105, 25 FEET
 GA0638'SOUTH OF A HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE TRACK,
 GA0638'AND 10 FEET SOUTH OF A CORNER POST.  A STANDARD DISK, STAMPED
 GA0638'P 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0638
 GA0638                          STATION RECOVERY (2001)
 GA0638
 GA0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0638'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0951 ***********************************************************************
 FZ0951  DESIGNATION -  P 58
 FZ0951  PID         -  FZ0951
 FZ0951  STATE/COUNTY-  TN/JOHNSON
 FZ0951  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0951
 FZ0951                         *CURRENT SURVEY CONTROL
 FZ0951  ___________________________________________________________________
 FZ0951* NAD 83(1986)-  36 23 16.     (N)    081 45 35.     (W)     SCALED    
 FZ0951* NAVD 88     -       862.218  (meters)    2828.79   (feet)  ADJUSTED  
 FZ0951  ___________________________________________________________________
 FZ0951  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ0951  DYNAMIC HT  -         861.329 (meters)    2825.88  (feet)  COMP
 FZ0951  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 FZ0951
 FZ0951  VERT ORDER  -  SECOND    CLASS 0
 FZ0951
 FZ0951.The horizontal coordinates were scaled from a topographic map and have
 FZ0951.an estimated accuracy of +/- 6 seconds.
 FZ0951
 FZ0951.The orthometric height was determined by differential leveling
 FZ0951.and adjusted by the National Geodetic Survey in June 1991..
 FZ0951
 FZ0951.The geoid height was determined by GEOID03.
 FZ0951
 FZ0951.The dynamic height is computed by dividing the NAVD 88
 FZ0951.geopotential number by the normal gravity value computed on the
 FZ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0951.degrees latitude (g = 980.6199 gals.).
 FZ0951
 FZ0951.The modeled gravity was interpolated from observed gravity values.
 FZ0951
 FZ0951;                    North         East    Units  Estimated Accuracy
 FZ0951;SPC TN       -   236,180.      980,320.      MT  (+/- 180 meters Scaled)
 FZ0951
 FZ0951                          SUPERSEDED SURVEY CONTROL
 FZ0951
 FZ0951  NGVD 29 (??/??/92)  862.272  (m)         2828.97   (f) ADJ UNCH    2 0
 FZ0951
 FZ0951.Superseded values are not recommended for survey control.
 FZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0951.See file dsdata.txt to determine how the superseded data were derived.
 FZ0951
 FZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA318272(NAD 83)
 FZ0951_MARKER: DB = BENCH MARK DISK
 FZ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0951_STAMPING: 2829.141 P 58 1934
 FZ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0951+STABILITY: SURFACE MOTION
 FZ0951
 FZ0951  HISTORY     - Date     Condition        Report By
 FZ0951  HISTORY     - 1934     MONUMENTED       CGS
 FZ0951  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ0951
 FZ0951                          STATION DESCRIPTION
 FZ0951
 FZ0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0951'3.4 MI N FROM TRADE.
 FZ0951'3.4 MILES NORTH ALONG U.S. HIGHWAY 421 FROM TRADE, JOHNSON COUNTY,
 FZ0951'AT THE ROAN CREEK SERVICE STATION, 50 FEET NORTH OF A STORE
 FZ0951'BELONGING TO NAN WILSON, OPPOSITE THE ELBOW OF A SWITCHBACK, 35
 FZ0951'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND AT THE FOOT OF THE
 FZ0951'NORTH BANK AT A SMALL GAP.  A STANDARD DISK, STAMPED 2829.141 P 58
 FZ0951'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FZ0951'ABOVE GROUND.
 FZ0951
 FZ0951                          STATION RECOVERY (2003)
 FZ0951
 FZ0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ0951'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIPTION POOR.
 FZ0951' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0821 ***********************************************************************
 GD0821  DESIGNATION -  P 59
 GD0821  PID         -  GD0821
 GD0821  STATE/COUNTY-  TN/DYER
 GD0821  USGS QUAD   -  DYERSBURG (1983)
 GD0821
 GD0821                         *CURRENT SURVEY CONTROL
 GD0821  ___________________________________________________________________
 GD0821* NAD 83(1986)-  36 01 53.     (N)    089 22 38.     (W)     SCALED    
 GD0821* NAVD 88     -        92.617  (meters)     303.86   (feet)  ADJUSTED  
 GD0821  ___________________________________________________________________
 GD0821  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0821  DYNAMIC HT  -          92.538 (meters)     303.60  (feet)  COMP
 GD0821  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GD0821
 GD0821  VERT ORDER  -  SECOND    CLASS 0
 GD0821
 GD0821.The horizontal coordinates were scaled from a topographic map and have
 GD0821.an estimated accuracy of +/- 6 seconds.
 GD0821
 GD0821.The orthometric height was determined by differential leveling
 GD0821.and adjusted by the National Geodetic Survey in June 1991..
 GD0821
 GD0821.The geoid height was determined by GEOID03.
 GD0821
 GD0821.The dynamic height is computed by dividing the NAVD 88
 GD0821.geopotential number by the normal gravity value computed on the
 GD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0821.degrees latitude (g = 980.6199 gals.).
 GD0821
 GD0821.The modeled gravity was interpolated from observed gravity values.
 GD0821
 GD0821;                    North         East    Units  Estimated Accuracy
 GD0821;SPC TN       -   193,650.      295,690.      MT  (+/- 180 meters Scaled)
 GD0821
 GD0821                          SUPERSEDED SURVEY CONTROL
 GD0821
 GD0821  NGVD 29 (??/??/??)   92.561  (m)          303.68   (f) ADJUSTED    2 0
 GD0821
 GD0821.Superseded values are not recommended for survey control.
 GD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0821.See file dsdata.txt to determine how the superseded data were derived.
 GD0821
 GD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE858900(NAD 83)
 GD0821_MARKER: DB = BENCH MARK DISK
 GD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0821_STAMPING: P 59 1935
 GD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0821+STABILITY: SURFACE MOTION
 GD0821
 GD0821  HISTORY     - Date     Condition        Report By
 GD0821  HISTORY     - 1935     MONUMENTED       CGS
 GD0821  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0821
 GD0821                          STATION DESCRIPTION
 GD0821
 GD0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0821'AT DYERSBURG.
 GD0821'AT DYERSBURG, DYER COUNTY, ON EAST COURT STREET, IN THE 600 BLOCK,
 GD0821'IN THE NORTHEAST CORNER OF A GRAVEYARD, 30 FEET SOUTHWEST OF
 GD0821'THE CENTERLINE OF A CULVERT, AND 25 FEET SOUTH OF THE CENTERLINE
 GD0821'OF THE STREET.  A STANDARD DISK, STAMPED P 59 1935 AND SET IN
 GD0821'THE TOP OF A CONCRETE POST.
 GD0821
 GD0821                          STATION RECOVERY (2002)
 GD0821
 GD0821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0821'FOUND DEPRESSION IN GROUND AT MARK SIGHT LIKE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0019 ***********************************************************************
 GC0019  DESIGNATION -  P 6
 GC0019  PID         -  GC0019
 GC0019  STATE/COUNTY-  TN/SUMNER
 GC0019  USGS QUAD   -  TURNERS STATION (1979)
 GC0019
 GC0019                         *CURRENT SURVEY CONTROL
 GC0019  ___________________________________________________________________
 GC0019* NAD 83(1986)-  36 31 42.     (N)    086 16 19.     (W)     SCALED    
 GC0019* NAVD 88     -       214.851  (meters)     704.89   (feet)  ADJUSTED  
 GC0019  ___________________________________________________________________
 GC0019  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0019  DYNAMIC HT  -         214.678 (meters)     704.32  (feet)  COMP
 GC0019  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GC0019
 GC0019  VERT ORDER  -  SECOND    CLASS 0
 GC0019
 GC0019.The horizontal coordinates were scaled from a topographic map and have
 GC0019.an estimated accuracy of +/- 6 seconds.
 GC0019
 GC0019.The orthometric height was determined by differential leveling
 GC0019.and adjusted by the National Geodetic Survey in June 1991..
 GC0019
 GC0019.The geoid height was determined by GEOID03.
 GC0019
 GC0019.The dynamic height is computed by dividing the NAVD 88
 GC0019.geopotential number by the normal gravity value computed on the
 GC0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0019.degrees latitude (g = 980.6199 gals.).
 GC0019
 GC0019.The modeled gravity was interpolated from observed gravity values.
 GC0019
 GC0019;                    North         East    Units  Estimated Accuracy
 GC0019;SPC TN       -   243,570.      575,650.      MT  (+/- 180 meters Scaled)
 GC0019
 GC0019                          SUPERSEDED SURVEY CONTROL
 GC0019
 GC0019  NGVD 29 (??/??/??)  214.97   (m)          705.3    (f) RESET       3  
 GC0019
 GC0019.Superseded values are not recommended for survey control.
 GC0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0019.See file dsdata.txt to determine how the superseded data were derived.
 GC0019
 GC0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF651427(NAD 83)
 GC0019_MARKER: DD = SURVEY DISK
 GC0019_SETTING: 66 = SET IN ROCK OUTCROP
 GC0019_SP_SET: ROCK LEDGE
 GC0019_STAMPING: P 6 1927
 GC0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0019+STABILITY: POSITION/ELEVATION WELL
 GC0019
 GC0019  HISTORY     - Date     Condition        Report By
 GC0019  HISTORY     - 1927     MONUMENTED       USGS
 GC0019  HISTORY     - 1935     GOOD             NGS
 GC0019  HISTORY     - 1961     GOOD             USGS
 GC0019
 GC0019                          STATION DESCRIPTION
 GC0019
 GC0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0019'1.8 MI N FROM BRANSFORD.
 GC0019'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 GC0019'STATION AT BRANSFORD, SUMNER COUNTY, 30 FEET NORTH OF A CATTLEGUARD,
 GC0019'8.2 FEET EAST OF THE EAST RAIL, IN THE TOP OF A ROCK LEDGE, AND
 GC0019'LEVEL WITH THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GC0019'DISK, STAMPED P 6 1927.  NOTE-- THE R.R. STATION AT BRANSFORD
 GC0019'HAS BEEN TORN DOWN.
 GC0019
 GC0019                          STATION RECOVERY (1961)
 GC0019
 GC0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1777 ***********************************************************************
 GB1777  DESIGNATION -  P 6
 GB1777  PID         -  GB1777
 GB1777  STATE/COUNTY-  TN/PUTNAM
 GB1777  USGS QUAD   -  SILVER POINT (1981)
 GB1777
 GB1777                         *CURRENT SURVEY CONTROL
 GB1777  ___________________________________________________________________
 GB1777* NAD 83(1986)-  36 05 20.     (N)    085 43 27.     (W)     SCALED    
 GB1777* NAVD 88     -       315.309  (meters)    1034.48   (feet)  ADJUSTED  
 GB1777  ___________________________________________________________________
 GB1777  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1777  DYNAMIC HT  -         315.026 (meters)    1033.55  (feet)  COMP
 GB1777  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GB1777
 GB1777  VERT ORDER  -  SECOND    CLASS 0
 GB1777
 GB1777.The horizontal coordinates were scaled from a topographic map and have
 GB1777.an estimated accuracy of +/- 6 seconds.
 GB1777
 GB1777.The orthometric height was determined by differential leveling
 GB1777.and adjusted by the National Geodetic Survey in June 1991..
 GB1777
 GB1777.The geoid height was determined by GEOID03.
 GB1777
 GB1777.The dynamic height is computed by dividing the NAVD 88
 GB1777.geopotential number by the normal gravity value computed on the
 GB1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1777.degrees latitude (g = 980.6199 gals.).
 GB1777
 GB1777.The modeled gravity was interpolated from observed gravity values.
 GB1777
 GB1777;                    North         East    Units  Estimated Accuracy
 GB1777;SPC TN       -   194,810.      624,840.      MT  (+/- 180 meters Scaled)
 GB1777
 GB1777                          SUPERSEDED SURVEY CONTROL
 GB1777
 GB1777  NGVD 29 (??/??/92)  315.368  (m)         1034.67   (f) ADJ UNCH    2 0
 GB1777
 GB1777.Superseded values are not recommended for survey control.
 GB1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1777.See file dsdata.txt to determine how the superseded data were derived.
 GB1777
 GB1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE148945(NAD 83)
 GB1777_MARKER: DD = SURVEY DISK
 GB1777_SETTING: 66 = SET IN ROCK OUTCROP
 GB1777_SP_SET: LIMESTONE ROCK
 GB1777_STAMPING: P 6 1925
 GB1777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1777+STABILITY: POSITION/ELEVATION WELL
 GB1777
 GB1777  HISTORY     - Date     Condition        Report By
 GB1777  HISTORY     - 1925     MONUMENTED       USGS
 GB1777  HISTORY     - 1935     GOOD             NGS
 GB1777  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1777
 GB1777                          STATION DESCRIPTION
 GB1777
 GB1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1777'AT SILVER POINT.
 GB1777'AT SILVER POINT, PUTNAM COUNTY, ON THE TENNESSEE CENTRAL RAILWAY,
 GB1777'18 FEET NORTH OF THE NORTHWEST CORNER OF THE C. TAYLOR STORE,
 GB1777'22 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVE, 16 FEET
 GB1777'SOUTH OF THE SOUTH RAIL, IN THE TOP OF A LIMESTONE ROCK, AND
 GB1777'1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 GB1777'SURVEY STANDARD DISK, STAMPED P 6 1925.
 GB1777
 GB1777                          STATION RECOVERY (1960)
 GB1777
 GB1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0151 ***********************************************************************
 FD0151  DESIGNATION -  P 6 RESET
 FD0151  PID         -  FD0151
 FD0151  STATE/COUNTY-  TN/COFFEE
 FD0151  USGS QUAD   -  TULLAHOMA (1982)
 FD0151
 FD0151                         *CURRENT SURVEY CONTROL
 FD0151  ___________________________________________________________________
 FD0151* NAD 83(1986)-  35 21 49.     (N)    086 12 40.     (W)     SCALED    
 FD0151* NAVD 88     -       324.82   (meters)    1065.7    (feet)  RESET     
 FD0151  ___________________________________________________________________
 FD0151  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0151
 FD0151  VERT ORDER  -  THIRD
 FD0151
 FD0151.The horizontal coordinates were scaled from a topographic map and have
 FD0151.an estimated accuracy of +/- 6 seconds.
 FD0151
 FD0151.The orthometric height was computed from unverified reset data.
 FD0151
 FD0151.The geoid height was determined by GEOID03.
 FD0151
 FD0151;                    North         East    Units  Estimated Accuracy
 FD0151;SPC TN       -   114,330.      580,810.      MT  (+/- 180 meters Scaled)
 FD0151
 FD0151                          SUPERSEDED SURVEY CONTROL
 FD0151
 FD0151.No superseded survey control is available for this station.
 FD0151
 FD0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE716136(NAD 83)
 FD0151_MARKER: DD = SURVEY DISK
 FD0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0151_SP_SET: CURB
 FD0151_STAMPING: P 6 RESET 1966
 FD0151_MARK LOGO: CGS   
 FD0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0151+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 FD0151
 FD0151  HISTORY     - Date     Condition        Report By
 FD0151  HISTORY     - 1966     MONUMENTED       USGS
 FD0151  HISTORY     - 20051017 GOOD             MSSU
 FD0151
 FD0151                          STATION DESCRIPTION
 FD0151
 FD0151'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FD0151'AT TULLAHOMA.
 FD0151'THE MARK IS CEMENTED IN A DRILLHOLE IN THE TOP OF A 14-INCH,
 FD0151'CONCRETE CURB BETWEEN THE CONCRETE SERVICE DRIVE AND THE SIDEWALK,
 FD0151'NEAR THE NORTH CORNER OF THE TULLAHOMA POST OFFICE.  IT IS 70 FEET
 FD0151'NORTH-NORTHWEST OF THE CENTER OF THE ENTRANCE INTO THE POST
 FD0151'OFFICE, 59 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF N. ATLANTIC
 FD0151'STREET, 31 FEET NORTHWEST OF A 30-INCH HOLLY TREE, 20 FEET
 FD0151'SOUTH OF THE SOUTHEAST CORNER OF WEDDINGTON BROS. HARDWARE STORE,
 FD0151'19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SIDEWALK
 FD0151'NORTHEAST OF THE POST OFFICE, 5.5 FEET NORTH OF THE NORTH CORNER
 FD0151'OF THE POST OFFICE BUILDING, AND 2 FEET NORTH-NORTHWEST OF THE
 FD0151'APPROXIMATE CENTER OF THE SIDEWALK ALONG THE NORTHWEST SIDE
 FD0151'OF THE POST OFFICE.
 FD0151
 FD0151                          STATION RECOVERY (2005)
 FD0151
 FD0151'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (MRM)
 FD0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0885 ***********************************************************************
 FE0885  DESIGNATION -  P 60
 FE0885  PID         -  FE0885
 FE0885  STATE/COUNTY-  TN/GIBSON
 FE0885  USGS QUAD   -  BRAZIL (1964)
 FE0885
 FE0885                         *CURRENT SURVEY CONTROL
 FE0885  ___________________________________________________________________
 FE0885* NAD 83(1986)-  35 59 29.     (N)    089 02 59.     (W)     SCALED    
 FE0885* NAVD 88     -       107.360  (meters)     352.23   (feet)  ADJUSTED  
 FE0885  ___________________________________________________________________
 FE0885  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0885  DYNAMIC HT  -         107.269 (meters)     351.93  (feet)  COMP
 FE0885  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 FE0885
 FE0885  VERT ORDER  -  SECOND    CLASS 0
 FE0885
 FE0885.The horizontal coordinates were scaled from a topographic map and have
 FE0885.an estimated accuracy of +/- 6 seconds.
 FE0885
 FE0885.The orthometric height was determined by differential leveling
 FE0885.and adjusted by the National Geodetic Survey in June 1991..
 FE0885
 FE0885.The geoid height was determined by GEOID03.
 FE0885
 FE0885.The dynamic height is computed by dividing the NAVD 88
 FE0885.geopotential number by the normal gravity value computed on the
 FE0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0885.degrees latitude (g = 980.6199 gals.).
 FE0885
 FE0885.The modeled gravity was interpolated from observed gravity values.
 FE0885
 FE0885;                    North         East    Units  Estimated Accuracy
 FE0885;SPC TN       -   188,240.      325,050.      MT  (+/- 180 meters Scaled)
 FE0885
 FE0885                          SUPERSEDED SURVEY CONTROL
 FE0885
 FE0885  NGVD 29 (??/??/??)  107.377  (m)          352.29   (f) ADJUSTED    2 0
 FE0885
 FE0885.Superseded values are not recommended for survey control.
 FE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0885.See file dsdata.txt to determine how the superseded data were derived.
 FE0885
 FE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE152849(NAD 83)
 FE0885_MARKER: DB = BENCH MARK DISK
 FE0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0885_STAMPING: P 60 1935
 FE0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0885+STABILITY: SURFACE MOTION
 FE0885
 FE0885  HISTORY     - Date     Condition        Report By
 FE0885  HISTORY     - 1935     MONUMENTED       CGS
 FE0885  HISTORY     - 1964     GOOD             USE
 FE0885  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0885
 FE0885                          STATION DESCRIPTION
 FE0885
 FE0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0885'3.8 MI E FROM CENTRAL.
 FE0885'3.8 MILES EAST ALONG STATE HIGHWAY 104 FROM CENTRAL, GIBSON
 FE0885'COUNTY, ABOUT 6 MILES WEST OF TRENTON, 35 FEET NORTH OF THE
 FE0885'CENTERLINE OF THE HIGHWAY, IN THE SOUTHEAST CORNER OF THE J.C.
 FE0885'WILLIAMS FARMYARD IN 1935, AND AT THE EAST FENCE LINE.  A STANDARD
 FE0885'DISK, STAMPED P 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0885
 FE0885                          STATION RECOVERY (1964)
 FE0885
 FE0885'RECOVERY NOTE BY US ENGINEERS 1964
 FE0885'RECOVERED IN GOOD CONDITION.
 FE0885
 FE0885                          STATION RECOVERY (2002)
 FE0885
 FE0885'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0891 ***********************************************************************
 FE0891  DESIGNATION -  P 61
 FE0891  PID         -  FE0891
 FE0891  STATE/COUNTY-  TN/HAYWOOD
 FE0891  USGS QUAD   -  BROWNSVILLE (1983)
 FE0891
 FE0891                         *CURRENT SURVEY CONTROL
 FE0891  ___________________________________________________________________
 FE0891* NAD 83(1986)-  35 37 22.     (N)    089 19 04.     (W)     SCALED    
 FE0891* NAVD 88     -       105.086  (meters)     344.77   (feet)  ADJUSTED  
 FE0891  ___________________________________________________________________
 FE0891  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0891  DYNAMIC HT  -         104.994 (meters)     344.47  (feet)  COMP
 FE0891  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 FE0891
 FE0891  VERT ORDER  -  SECOND    CLASS 0
 FE0891
 FE0891.The horizontal coordinates were scaled from a topographic map and have
 FE0891.an estimated accuracy of +/- 6 seconds.
 FE0891
 FE0891.The orthometric height was determined by differential leveling
 FE0891.and adjusted by the National Geodetic Survey in June 1991..
 FE0891
 FE0891.The geoid height was determined by GEOID03.
 FE0891
 FE0891.The dynamic height is computed by dividing the NAVD 88
 FE0891.geopotential number by the normal gravity value computed on the
 FE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0891.degrees latitude (g = 980.6199 gals.).
 FE0891
 FE0891.The modeled gravity was interpolated from observed gravity values.
 FE0891
 FE0891;                    North         East    Units  Estimated Accuracy
 FE0891;SPC TN       -   148,160.      299,510.      MT  (+/- 180 meters Scaled)
 FE0891
 FE0891                          SUPERSEDED SURVEY CONTROL
 FE0891
 FE0891  NGVD 29 (??/??/??)  105.090  (m)          344.78   (f) ADJUSTED    2 0
 FE0891
 FE0891.Superseded values are not recommended for survey control.
 FE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0891.See file dsdata.txt to determine how the superseded data were derived.
 FE0891
 FE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE900445(NAD 83)
 FE0891_MARKER: DB = BENCH MARK DISK
 FE0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0891_STAMPING: P 61 1935
 FE0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0891+STABILITY: SURFACE MOTION
 FE0891
 FE0891  HISTORY     - Date     Condition        Report By
 FE0891  HISTORY     - 1935     MONUMENTED       CGS
 FE0891  HISTORY     - 1960     MARK NOT FOUND   USGS
 FE0891
 FE0891                          STATION DESCRIPTION
 FE0891
 FE0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0891'3.9 MI NW FROM BROWNSVILLE.
 FE0891'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 FE0891'COURTHOUSE AT BROWNSVILLE, HAYWOOD COUNTY, ABOUT 300 FEET WEST OF
 FE0891'A ROAD INTERSECTION, 210 FEET WEST OF A FARMHOUSE, 44 FEET SOUTH OF
 FE0891'THE CENTERLINE OF THE HIGHWAY, AND 12 FEET EAST OF THE NORTHEAST
 FE0891'CORNER OF A FENCE.  A STANDARD DISK, STAMPED P 61 1935 AND SET IN
 FE0891'THE TOP OF A CONCRETE POST.
 FE0891
 FE0891                          STATION RECOVERY (1960)
 FE0891
 FE0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FE0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0790 ***********************************************************************
 FE0790  DESIGNATION -  P 62
 FE0790  PID         -  FE0790
 FE0790  STATE/COUNTY-  TN/GIBSON
 FE0790  USGS QUAD   -  MILAN (1983)
 FE0790
 FE0790                         *CURRENT SURVEY CONTROL
 FE0790  ___________________________________________________________________
 FE0790* NAD 83(1986)-  35 53 58.     (N)    088 48 24.     (W)     SCALED    
 FE0790* NAVD 88     -       109.438  (meters)     359.05   (feet)  ADJUSTED  
 FE0790  ___________________________________________________________________
 FE0790  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0790  DYNAMIC HT  -         109.343 (meters)     358.74  (feet)  COMP
 FE0790  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 FE0790
 FE0790  VERT ORDER  -  SECOND    CLASS 0
 FE0790
 FE0790.The horizontal coordinates were scaled from a topographic map and have
 FE0790.an estimated accuracy of +/- 6 seconds.
 FE0790
 FE0790.The orthometric height was determined by differential leveling
 FE0790.and adjusted by the National Geodetic Survey in June 1991..
 FE0790
 FE0790.The geoid height was determined by GEOID03.
 FE0790
 FE0790.The dynamic height is computed by dividing the NAVD 88
 FE0790.geopotential number by the normal gravity value computed on the
 FE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0790.degrees latitude (g = 980.6199 gals.).
 FE0790
 FE0790.The modeled gravity was interpolated from observed gravity values.
 FE0790
 FE0790;                    North         East    Units  Estimated Accuracy
 FE0790;SPC TN       -   177,390.      346,670.      MT  (+/- 180 meters Scaled)
 FE0790
 FE0790                          SUPERSEDED SURVEY CONTROL
 FE0790
 FE0790  NGVD 29 (??/??/??)  109.492  (m)          359.23   (f) ADJUSTED    2 0
 FE0790
 FE0790.Superseded values are not recommended for survey control.
 FE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0790.See file dsdata.txt to determine how the superseded data were derived.
 FE0790
 FE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE369743(NAD 83)
 FE0790_MARKER: DB = BENCH MARK DISK
 FE0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0790_STAMPING: P 62 1935
 FE0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0790+STABILITY: SURFACE MOTION
 FE0790
 FE0790  HISTORY     - Date     Condition        Report By
 FE0790  HISTORY     - 1935     MONUMENTED       CGS
 FE0790
 FE0790                          STATION DESCRIPTION
 FE0790
 FE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0790'2.8 MI NE FROM GIBSON.
 FE0790'2.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0790'FROM THE STATION AT GIBSON, GIBSON COUNTY, AT MILEAGE 287.15, 25
 FE0790'FEET SOUTHWEST OF THE CENTER OF A FIELD-ROAD CROSSING, 30 FEET
 FE0790'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 100 FEET
 FE0790'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD.  A STANDARD DISK,
 FE0790'STAMPED P 62 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0877 ***********************************************************************
 FE0877  DESIGNATION -  P 63
 FE0877  PID         -  FE0877
 FE0877  STATE/COUNTY-  TN/HAYWOOD
 FE0877  USGS QUAD   -  BROWNSVILLE (1983)
 FE0877
 FE0877                         *CURRENT SURVEY CONTROL
 FE0877  ___________________________________________________________________
 FE0877* NAD 83(1986)-  35 33 42.     (N)    089 16 26.     (W)     SCALED    
 FE0877* NAVD 88     -       102.007  (meters)     334.67   (feet)  ADJUSTED  
 FE0877  ___________________________________________________________________
 FE0877  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0877  DYNAMIC HT  -         101.917 (meters)     334.37  (feet)  COMP
 FE0877  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 FE0877
 FE0877  VERT ORDER  -  SECOND    CLASS 0
 FE0877
 FE0877.The horizontal coordinates were scaled from a topographic map and have
 FE0877.an estimated accuracy of +/- 6 seconds.
 FE0877
 FE0877.The orthometric height was determined by differential leveling
 FE0877.and adjusted by the National Geodetic Survey in June 1991..
 FE0877
 FE0877.The geoid height was determined by GEOID03.
 FE0877
 FE0877.The dynamic height is computed by dividing the NAVD 88
 FE0877.geopotential number by the normal gravity value computed on the
 FE0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0877.degrees latitude (g = 980.6199 gals.).
 FE0877
 FE0877.The modeled gravity was interpolated from observed gravity values.
 FE0877
 FE0877;                    North         East    Units  Estimated Accuracy
 FE0877;SPC TN       -   141,250.      303,260.      MT  (+/- 180 meters Scaled)
 FE0877
 FE0877                          SUPERSEDED SURVEY CONTROL
 FE0877
 FE0877  NGVD 29 (??/??/??)  102.013  (m)          334.69   (f) ADJUSTED    2 0
 FE0877
 FE0877.Superseded values are not recommended for survey control.
 FE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0877.See file dsdata.txt to determine how the superseded data were derived.
 FE0877
 FE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE939377(NAD 83)
 FE0877_MARKER: DB = BENCH MARK DISK
 FE0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0877_STAMPING: P 63 1935
 FE0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0877+STABILITY: SURFACE MOTION
 FE0877
 FE0877  HISTORY     - Date     Condition        Report By
 FE0877  HISTORY     - 1935     MONUMENTED       CGS
 FE0877
 FE0877                          STATION DESCRIPTION
 FE0877
 FE0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0877'2.2 MI SW FROM BROWNSVILLE.
 FE0877'2.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0877'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, AT MILEAGE
 FE0877'322.22, ONE RAIL WEST OF A SECTION MOTORCAR SET-OFF, 42 FEET
 FE0877'NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF THE
 FE0877'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED P 63 1935 AND
 FE0877'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0564 ***********************************************************************
 FE0564  DESIGNATION -  P 64
 FE0564  PID         -  FE0564
 FE0564  STATE/COUNTY-  TN/HARDEMAN
 FE0564  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0564
 FE0564                         *CURRENT SURVEY CONTROL
 FE0564  ___________________________________________________________________
 FE0564* NAD 83(1986)-  35 15 26.     (N)    088 59 34.     (W)     SCALED    
 FE0564* NAVD 88     -       132.145  (meters)     433.55   (feet)  ADJUSTED  
 FE0564  ___________________________________________________________________
 FE0564  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0564  DYNAMIC HT  -         132.023 (meters)     433.15  (feet)  COMP
 FE0564  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 FE0564
 FE0564  VERT ORDER  -  SECOND    CLASS 0
 FE0564
 FE0564.The horizontal coordinates were scaled from a topographic map and have
 FE0564.an estimated accuracy of +/- 6 seconds.
 FE0564
 FE0564.The orthometric height was determined by differential leveling
 FE0564.and adjusted by the National Geodetic Survey in June 1991..
 FE0564
 FE0564.The geoid height was determined by GEOID03.
 FE0564
 FE0564.The dynamic height is computed by dividing the NAVD 88
 FE0564.geopotential number by the normal gravity value computed on the
 FE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0564.degrees latitude (g = 980.6199 gals.).
 FE0564
 FE0564.The modeled gravity was interpolated from observed gravity values.
 FE0564
 FE0564;                    North         East    Units  Estimated Accuracy
 FE0564;SPC TN       -   106,670.      327,700.      MT  (+/- 180 meters Scaled)
 FE0564
 FE0564                          SUPERSEDED SURVEY CONTROL
 FE0564
 FE0564  NGVD 29 (??/??/??)  132.132  (m)          433.50   (f) ADJUSTED    2 0
 FE0564
 FE0564.Superseded values are not recommended for survey control.
 FE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0564.See file dsdata.txt to determine how the superseded data were derived.
 FE0564
 FE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE187033(NAD 83)
 FE0564_MARKER: DB = BENCH MARK DISK
 FE0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0564_STAMPING: P 64 1935
 FE0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0564+STABILITY: SURFACE MOTION
 FE0564
 FE0564  HISTORY     - Date     Condition        Report By
 FE0564  HISTORY     - 1935     MONUMENTED       CGS
 FE0564  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0564
 FE0564                          STATION DESCRIPTION
 FE0564
 FE0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0564'AT BOLIVAR.
 FE0564'AT BOLIVAR, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 FE0564'1000 FEET NORTH OF THE STATION, 9 RAILS SOUTH OF MILEPOST 413,
 FE0564'AT THE CROSSING OF JACKSON STREET, 40 FEET NORTH OF THE STREET,
 FE0564'AND 20 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED P 64
 FE0564'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SITE OF
 FE0564'THIS MONUMENT IS NOW OCCUPIED BY A DRAINAGE DITCH AND THE MARK
 FE0564'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1180 ***********************************************************************
 FE1180  DESIGNATION -  P 67
 FE1180  PID         -  FE1180
 FE1180  STATE/COUNTY-  TN/SHELBY
 FE1180  USGS QUAD   -  ARLINGTON (1973)
 FE1180
 FE1180                         *CURRENT SURVEY CONTROL
 FE1180  ___________________________________________________________________
 FE1180* NAD 83(1986)-  35 16 52.     (N)    089 41 59.     (W)     SCALED    
 FE1180* NAVD 88     -        79.922  (meters)     262.21   (feet)  ADJUSTED  
 FE1180  ___________________________________________________________________
 FE1180  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1180  DYNAMIC HT  -          79.851 (meters)     261.98  (feet)  COMP
 FE1180  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FE1180
 FE1180  VERT ORDER  -  SECOND    CLASS 0
 FE1180
 FE1180.The horizontal coordinates were scaled from a topographic map and have
 FE1180.an estimated accuracy of +/- 6 seconds.
 FE1180
 FE1180.The orthometric height was determined by differential leveling
 FE1180.and adjusted by the National Geodetic Survey in June 1991..
 FE1180
 FE1180.The geoid height was determined by GEOID03.
 FE1180
 FE1180.The dynamic height is computed by dividing the NAVD 88
 FE1180.geopotential number by the normal gravity value computed on the
 FE1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1180.degrees latitude (g = 980.6199 gals.).
 FE1180
 FE1180.The modeled gravity was interpolated from observed gravity values.
 FE1180
 FE1180;                    North         East    Units  Estimated Accuracy
 FE1180;SPC TN       -   111,520.      263,500.      MT  (+/- 180 meters Scaled)
 FE1180
 FE1180                          SUPERSEDED SURVEY CONTROL
 FE1180
 FE1180  NGVD 29 (??/??/??)   79.913  (m)          262.18   (f) ADJUSTED    2 0
 FE1180
 FE1180.Superseded values are not recommended for survey control.
 FE1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1180.See file dsdata.txt to determine how the superseded data were derived.
 FE1180
 FE1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE544075(NAD 83)
 FE1180_MARKER: DB = BENCH MARK DISK
 FE1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1180_STAMPING: P 67 1935
 FE1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1180+STABILITY: SURFACE MOTION
 FE1180
 FE1180  HISTORY     - Date     Condition        Report By
 FE1180  HISTORY     - 1935     MONUMENTED       CGS
 FE1180  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1180
 FE1180                          STATION DESCRIPTION
 FE1180
 FE1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1180'1.2 MI N FROM PEA POINT.
 FE1180'1.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1180'THE CAR-BODY DEPOT AT PEA POINT, SHELBY COUNTY, AT A PRIVATE-ROAD
 FE1180'CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET NORTH
 FE1180'OF THE CENTERLINE OF THE ROAD, AND 5 FEET WEST OF THE RIGHT-OF-WAY
 FE1180'FENCE.  A STANDARD DISK, STAMPED P 67 1935 AND SET IN THE TOP OF
 FE1180'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FE1180
 FE1180                          STATION RECOVERY (1963)
 FE1180
 FE1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0359 ***********************************************************************
 FF0359  DESIGNATION -  P 68
 FF0359  PID         -  FF0359
 FF0359  STATE/COUNTY-  TN/SHELBY
 FF0359  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0359
 FF0359                         *CURRENT SURVEY CONTROL
 FF0359  ___________________________________________________________________
 FF0359* NAD 83(1986)-  35 12 34.     (N)    090 01 44.     (W)     SCALED    
 FF0359* NAVD 88     -        76.825  (meters)     252.05   (feet)  ADJUSTED  
 FF0359  ___________________________________________________________________
 FF0359  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0359  DYNAMIC HT  -          76.756 (meters)     251.82  (feet)  COMP
 FF0359  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FF0359
 FF0359  VERT ORDER  -  SECOND    CLASS 0
 FF0359
 FF0359.The horizontal coordinates were scaled from a topographic map and have
 FF0359.an estimated accuracy of +/- 6 seconds.
 FF0359
 FF0359.The orthometric height was determined by differential leveling
 FF0359.and adjusted by the National Geodetic Survey in June 1991..
 FF0359
 FF0359.The geoid height was determined by GEOID03.
 FF0359
 FF0359.The dynamic height is computed by dividing the NAVD 88
 FF0359.geopotential number by the normal gravity value computed on the
 FF0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0359.degrees latitude (g = 980.6199 gals.).
 FF0359
 FF0359.The modeled gravity was interpolated from observed gravity values.
 FF0359
 FF0359;                    North         East    Units  Estimated Accuracy
 FF0359;SPC TN       -   104,760.      233,250.      MT  (+/- 180 meters Scaled)
 FF0359
 FF0359                          SUPERSEDED SURVEY CONTROL
 FF0359
 FF0359  NGVD 29 (??/??/??)   76.821  (m)          252.04   (f) ADJUSTED    2 0
 FF0359
 FF0359.Superseded values are not recommended for survey control.
 FF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0359.See file dsdata.txt to determine how the superseded data were derived.
 FF0359
 FF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV704003(NAD 83)
 FF0359_MARKER: DB = BENCH MARK DISK
 FF0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0359_STAMPING: P 68 1935
 FF0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0359+STABILITY: SURFACE MOTION
 FF0359
 FF0359  HISTORY     - Date     Condition        Report By
 FF0359  HISTORY     - 1935     MONUMENTED       CGS
 FF0359  HISTORY     - 1957     MARK NOT FOUND   CGS
 FF0359
 FF0359                          STATION DESCRIPTION
 FF0359
 FF0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0359'1.4 MI S FROM FELTS.
 FF0359'1.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0359'STATION SIGNBOARD AT FELTS, SHELBY COUNTY, 50 FEET SOUTH OF
 FF0359'MILEPOST L 386, ABOUT 5 1/2 RAILS SOUTH OF THE OVERHEAD CROSSING
 FF0359'OF HYMAN FERRY ROAD, AND 15 FEET WEST OF THE CENTER OF THE TRACK.
 FF0359'A STANDARD DISK, STAMPED P 68 1935 AND SET IN THE TOP OF A
 FF0359'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1709 ***********************************************************************
 FE1709  DESIGNATION -  P 69
 FE1709  PID         -  FE1709
 FE1709  STATE/COUNTY-  TN/LAUDERDALE
 FE1709  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1709
 FE1709                         *CURRENT SURVEY CONTROL
 FE1709  ___________________________________________________________________
 FE1709* NAD 83(1986)-  35 42 02.     (N)    089 33 18.     (W)     SCALED    
 FE1709* NAVD 88     -       106.628  (meters)     349.83   (feet)  POSTED    
 FE1709  ___________________________________________________________________
 FE1709  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1709  DYNAMIC HT  -         106.540 (meters)     349.54  (feet)  COMP
 FE1709  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 FE1709
 FE1709  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FE1709
 FE1709.The horizontal coordinates were scaled from a topographic map and have
 FE1709.an estimated accuracy of +/- 6 seconds.
 FE1709
 FE1709.The orthometric height was determined by differential leveling
 FE1709.and adjusted by the National Geodetic Survey in 1992..
 FE1709.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FE1709.rate of 3.1 thru 4.0 mm/km.
 FE1709
 FE1709.The geoid height was determined by GEOID03.
 FE1709
 FE1709.The dynamic height is computed by dividing the NAVD 88
 FE1709.geopotential number by the normal gravity value computed on the
 FE1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1709.degrees latitude (g = 980.6199 gals.).
 FE1709
 FE1709.The modeled gravity was interpolated from observed gravity values.
 FE1709
 FE1709;                    North         East    Units  Estimated Accuracy
 FE1709;SPC TN       -   157,530.      278,350.      MT  (+/- 180 meters Scaled)
 FE1709
 FE1709                          SUPERSEDED SURVEY CONTROL
 FE1709
 FE1709  NGVD 29 (??/??/??)  106.666  (m)          349.95   (f) ADJUSTED    2 0
 FE1709
 FE1709.Superseded values are not recommended for survey control.
 FE1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1709.See file dsdata.txt to determine how the superseded data were derived.
 FE1709
 FE1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE688537(NAD 83)
 FE1709_MARKER: DB = BENCH MARK DISK
 FE1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1709_STAMPING: P 69 1935
 FE1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1709+STABILITY: SURFACE MOTION
 FE1709
 FE1709  HISTORY     - Date     Condition        Report By
 FE1709  HISTORY     - 1935     MONUMENTED       CGS
 FE1709  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1709
 FE1709                          STATION DESCRIPTION
 FE1709
 FE1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1709'3.8 MI S FROM RIPLEY.
 FE1709'3.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1709'STATION AT RIPLEY, LAUDERDALE COUNTY, 0.7 MILE SOUTH OF A WOODEN
 FE1709'OVERHEAD BRIDGE, 300 FEET EAST OF THE U.S. HIGHWAY 51, 70 FEET
 FE1709'EAST OF A POINT MIDWAY BETWEEN TWO 2-INCH MAPLE TREES STANDING
 FE1709'25 FEET APART, AND 8 FEET WEST OF THE WEST RAIL.  A STANDARD
 FE1709'DISK, STAMPED P 69 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1469 ***********************************************************************
 FC1469  DESIGNATION -  P 7
 FC1469  PID         -  FC1469
 FC1469  STATE/COUNTY-  TN/WARREN
 FC1469  USGS QUAD   -  CARDWELL MOUNTAIN (1987)
 FC1469
 FC1469                         *CURRENT SURVEY CONTROL
 FC1469  ___________________________________________________________________
 FC1469* NAD 83(1986)-  35 44 46.     (N)    085 40 57.     (W)     SCALED    
 FC1469* NAVD 88     -       295.640  (meters)     969.95   (feet)  ADJUSTED  
 FC1469  ___________________________________________________________________
 FC1469  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1469  DYNAMIC HT  -         295.369 (meters)     969.06  (feet)  COMP
 FC1469  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FC1469
 FC1469  VERT ORDER  -  SECOND    CLASS 0
 FC1469
 FC1469.The horizontal coordinates were scaled from a topographic map and have
 FC1469.an estimated accuracy of +/- 6 seconds.
 FC1469
 FC1469.The orthometric height was determined by differential leveling
 FC1469.and adjusted by the National Geodetic Survey in June 1991..
 FC1469
 FC1469.The geoid height was determined by GEOID03.
 FC1469
 FC1469.The dynamic height is computed by dividing the NAVD 88
 FC1469.geopotential number by the normal gravity value computed on the
 FC1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1469.degrees latitude (g = 980.6199 gals.).
 FC1469
 FC1469.The modeled gravity was interpolated from observed gravity values.
 FC1469
 FC1469;                    North         East    Units  Estimated Accuracy
 FC1469;SPC TN       -   156,790.      628,720.      MT  (+/- 180 meters Scaled)
 FC1469
 FC1469                          SUPERSEDED SURVEY CONTROL
 FC1469
 FC1469  NGVD 29 (??/??/92)  295.677  (m)          970.07   (f) ADJ UNCH    2 0
 FC1469
 FC1469.Superseded values are not recommended for survey control.
 FC1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1469.See file dsdata.txt to determine how the superseded data were derived.
 FC1469
 FC1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE191565(NAD 83)
 FC1469_MARKER: DB = BENCH MARK DISK
 FC1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1469_STAMPING: 970.297 P 7 1930
 FC1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1469+STABILITY: SURFACE MOTION
 FC1469
 FC1469  HISTORY     - Date     Condition        Report By
 FC1469  HISTORY     - 1930     MONUMENTED       CGS
 FC1469  HISTORY     - 1934     GOOD             NGS
 FC1469
 FC1469                          STATION DESCRIPTION
 FC1469
 FC1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1469'AT ROWLAND.
 FC1469'AT ROWLAND, WARREN COUNTY, 7 RAILS SOUTHWEST OF THE NASHVILLE,
 FC1469'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, OPPOSITE POLE 41/11,
 FC1469'AT A ROAD CROSSING, 34 FEET NORTHEAST OF THE CENTERLINE OF THE
 FC1469'ROAD, AND 21 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC1469'TRACK.  A STANDARD DISK, STAMPED 970.297 P 7 1930 AND SET IN THE
 FC1469'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1767 ***********************************************************************
 GB1767  DESIGNATION -  P 7
 GB1767  PID         -  GB1767
 GB1767  STATE/COUNTY-  TN/PUTNAM
 GB1767  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1767
 GB1767                         *CURRENT SURVEY CONTROL
 GB1767  ___________________________________________________________________
 GB1767* NAD 83(1986)-  36 06 40.     (N)    085 46 17.     (W)     SCALED    
 GB1767* NAVD 88     -       197.743  (meters)     648.76   (feet)  ADJUSTED  
 GB1767  ___________________________________________________________________
 GB1767  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1767  DYNAMIC HT  -         197.569 (meters)     648.19  (feet)  COMP
 GB1767  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GB1767
 GB1767  VERT ORDER  -  SECOND    CLASS 0
 GB1767
 GB1767.The horizontal coordinates were scaled from a topographic map and have
 GB1767.an estimated accuracy of +/- 6 seconds.
 GB1767
 GB1767.The orthometric height was determined by differential leveling
 GB1767.and adjusted by the National Geodetic Survey in June 1991..
 GB1767
 GB1767.The geoid height was determined by GEOID03.
 GB1767
 GB1767.The dynamic height is computed by dividing the NAVD 88
 GB1767.geopotential number by the normal gravity value computed on the
 GB1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1767.degrees latitude (g = 980.6199 gals.).
 GB1767
 GB1767.The modeled gravity was interpolated from observed gravity values.
 GB1767
 GB1767;                    North         East    Units  Estimated Accuracy
 GB1767;SPC TN       -   197,270.      620,580.      MT  (+/- 180 meters Scaled)
 GB1767
 GB1767                          SUPERSEDED SURVEY CONTROL
 GB1767
 GB1767  NGVD 29 (??/??/92)  197.811  (m)          648.98   (f) ADJ UNCH    2 0
 GB1767
 GB1767.Superseded values are not recommended for survey control.
 GB1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1767.See file dsdata.txt to determine how the superseded data were derived.
 GB1767
 GB1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE105969(NAD 83)
 GB1767_MARKER: DD = SURVEY DISK
 GB1767_SETTING: 66 = SET IN ROCK OUTCROP
 GB1767_SP_SET: ROCK OUTCROP
 GB1767_STAMPING: P 7 1925
 GB1767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1767+STABILITY: POSITION/ELEVATION WELL
 GB1767
 GB1767  HISTORY     - Date     Condition        Report By
 GB1767  HISTORY     - 1925     MONUMENTED       USGS
 GB1767  HISTORY     - 1934     GOOD             NGS
 GB1767
 GB1767                          STATION DESCRIPTION
 GB1767
 GB1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB1767'2.2 MI SE FROM BUFFALO VALLEY.
 GB1767'2.2 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1767'THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, 36 FEET NORTHEAST
 GB1767'OF THE INTERSECTION OF THE ROAD TO SILVER POINT WITH A T-ROAD
 GB1767'LEADING NORTH, 150 YARDS NORTH OF THE TRACK, 13 FEET NORTH OF THE
 GB1767'CENTERLINE OF THE ROAD TO SILVER POINT, IN THE TOP OF A LIMESTONE
 GB1767'OUTCROP, AND 2 FEET HIGHER THAN THE ROAD.  A UNITED STATES
 GB1767'GEOLOGICAL SURVEY STANDARD DISK, STAMPED P 7 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0143 ***********************************************************************
 GC0143  DESIGNATION -  P 7
 GC0143  PID         -  GC0143
 GC0143  STATE/COUNTY-  TN/SUMNER
 GC0143  USGS QUAD   -  BETHPAGE (1994)
 GC0143
 GC0143                         *CURRENT SURVEY CONTROL
 GC0143  ___________________________________________________________________
 GC0143* NAD 83(1986)-  36 28 34.     (N)    086 18 48.     (W)     SCALED    
 GC0143* NAVD 88     -       160.681  (meters)     527.17   (feet)  ADJUSTED  
 GC0143  ___________________________________________________________________
 GC0143  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0143  DYNAMIC HT  -         160.552 (meters)     526.74  (feet)  COMP
 GC0143  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GC0143
 GC0143  VERT ORDER  -  SECOND    CLASS 0
 GC0143
 GC0143.The horizontal coordinates were scaled from a topographic map and have
 GC0143.an estimated accuracy of +/- 6 seconds.
 GC0143
 GC0143.The orthometric height was determined by differential leveling
 GC0143.and adjusted by the National Geodetic Survey in June 1991..
 GC0143
 GC0143.The geoid height was determined by GEOID03.
 GC0143
 GC0143.The dynamic height is computed by dividing the NAVD 88
 GC0143.geopotential number by the normal gravity value computed on the
 GC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0143.degrees latitude (g = 980.6199 gals.).
 GC0143
 GC0143.The modeled gravity was interpolated from observed gravity values.
 GC0143
 GC0143;                    North         East    Units  Estimated Accuracy
 GC0143;SPC TN       -   237,790.      571,920.      MT  (+/- 180 meters Scaled)
 GC0143
 GC0143                          SUPERSEDED SURVEY CONTROL
 GC0143
 GC0143  NGVD 29 (??/??/??)  160.79   (m)          527.5    (f) RESET       3  
 GC0143
 GC0143.Superseded values are not recommended for survey control.
 GC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0143.See file dsdata.txt to determine how the superseded data were derived.
 GC0143
 GC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF615369(NAD 83)
 GC0143_MARKER: DD = SURVEY DISK
 GC0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0143_STAMPING: P 7 1927
 GC0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0143+STABILITY: SURFACE MOTION
 GC0143
 GC0143  HISTORY     - Date     Condition        Report By
 GC0143  HISTORY     - 1927     MONUMENTED       USGS
 GC0143  HISTORY     - 1952     GOOD             NGS
 GC0143  HISTORY     - 1961     GOOD             NGS
 GC0143
 GC0143                          STATION DESCRIPTION
 GC0143
 GC0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0143'AT BETHPAGE.
 GC0143'AT BETHPAGE, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0143'RAILROAD, NEAR THE SITE OF THE FORMER STATION, 21.4 FEET
 GC0143'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL FRAME DWELLING, 27.7
 GC0143'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE RAIL.  A UNITED
 GC0143'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED P 7 1927 AND
 GC0143'SET IN THE TOP OF A CONCRETE POST.
 GC0143
 GC0143                          STATION RECOVERY (1961)
 GC0143
 GC0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1039 ***********************************************************************
 FE1039  DESIGNATION -  P 72
 FE1039  PID         -  FE1039
 FE1039  STATE/COUNTY-  TN/HARDEMAN
 FE1039  USGS QUAD   -  WHITEVILLE (1981)
 FE1039
 FE1039                         *CURRENT SURVEY CONTROL
 FE1039  ___________________________________________________________________
 FE1039* NAD 83(1986)-  35 19 33.     (N)    089 09 07.     (W)     SCALED    
 FE1039* NAVD 88     -       150.345  (meters)     493.26   (feet)  ADJUSTED  
 FE1039  ___________________________________________________________________
 FE1039  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE1039  DYNAMIC HT  -         150.207 (meters)     492.80  (feet)  COMP
 FE1039  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 FE1039
 FE1039  VERT ORDER  -  SECOND    CLASS 0
 FE1039
 FE1039.The horizontal coordinates were scaled from a topographic map and have
 FE1039.an estimated accuracy of +/- 6 seconds.
 FE1039
 FE1039.The orthometric height was determined by differential leveling
 FE1039.and adjusted by the National Geodetic Survey in June 1991..
 FE1039
 FE1039.The geoid height was determined by GEOID03.
 FE1039
 FE1039.The dynamic height is computed by dividing the NAVD 88
 FE1039.geopotential number by the normal gravity value computed on the
 FE1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1039.degrees latitude (g = 980.6199 gals.).
 FE1039
 FE1039.The modeled gravity was interpolated from observed gravity values.
 FE1039
 FE1039;                    North         East    Units  Estimated Accuracy
 FE1039;SPC TN       -   114,730.      313,460.      MT  (+/- 180 meters Scaled)
 FE1039
 FE1039                          SUPERSEDED SURVEY CONTROL
 FE1039
 FE1039  NGVD 29 (??/??/??)  150.328  (m)          493.20   (f) ADJUSTED    2 0
 FE1039
 FE1039.Superseded values are not recommended for survey control.
 FE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1039.See file dsdata.txt to determine how the superseded data were derived.
 FE1039
 FE1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE043113(NAD 83)
 FE1039_MARKER: DB = BENCH MARK DISK
 FE1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1039_STAMPING: P 72 1935
 FE1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1039+STABILITY: SURFACE MOTION
 FE1039
 FE1039  HISTORY     - Date     Condition        Report By
 FE1039  HISTORY     - 1935     MONUMENTED       CGS
 FE1039  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1039
 FE1039                          STATION DESCRIPTION
 FE1039
 FE1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1039'AT WHITEVILLE.
 FE1039'AT WHITEVILLE, HARDEMAN COUNTY, 7 RAILS WEST ALONG THE NASHVILLE,
 FE1039'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, 20 FEET
 FE1039'NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET WEST OF AN
 FE1039'OAK TREE.  A STANDARD DISK, STAMPED P 72 1935 AND SET IN THE TOP
 FE1039'OF A CONCRETE POST.
 FE1039
 FE1039                          STATION RECOVERY (2002)
 FE1039
 FE1039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1039'RR TRACKS ABANDONED, GRADE LEVELED AND STATION TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1014 ***********************************************************************
 FE1014  DESIGNATION -  P 73
 FE1014  PID         -  FE1014
 FE1014  STATE/COUNTY-  TN/FAYETTE
 FE1014  USGS QUAD   -  LAMBERT (1983)
 FE1014
 FE1014                         *CURRENT SURVEY CONTROL
 FE1014  ___________________________________________________________________
 FE1014* NAD 83(1986)-  35 19 47.     (N)    089 28 21.     (W)     SCALED    
 FE1014* NAVD 88     -       107.239  (meters)     351.83   (feet)  ADJUSTED  
 FE1014  ___________________________________________________________________
 FE1014  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1014  DYNAMIC HT  -         107.143 (meters)     351.52  (feet)  COMP
 FE1014  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FE1014
 FE1014  VERT ORDER  -  SECOND    CLASS 0
 FE1014
 FE1014.The horizontal coordinates were scaled from a topographic map and have
 FE1014.an estimated accuracy of +/- 6 seconds.
 FE1014
 FE1014.The orthometric height was determined by differential leveling
 FE1014.and adjusted by the National Geodetic Survey in June 1991..
 FE1014
 FE1014.The geoid height was determined by GEOID03.
 FE1014
 FE1014.The dynamic height is computed by dividing the NAVD 88
 FE1014.geopotential number by the normal gravity value computed on the
 FE1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1014.degrees latitude (g = 980.6199 gals.).
 FE1014
 FE1014.The modeled gravity was interpolated from observed gravity values.
 FE1014
 FE1014;                    North         East    Units  Estimated Accuracy
 FE1014;SPC TN       -   116,150.      284,350.      MT  (+/- 180 meters Scaled)
 FE1014
 FE1014                          SUPERSEDED SURVEY CONTROL
 FE1014
 FE1014  NGVD 29 (??/??/??)  107.221  (m)          351.77   (f) ADJUSTED    2 0
 FE1014
 FE1014.Superseded values are not recommended for survey control.
 FE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1014.See file dsdata.txt to determine how the superseded data were derived.
 FE1014
 FE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE752124(NAD 83)
 FE1014_MARKER: DB = BENCH MARK DISK
 FE1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1014_STAMPING: P 73 1935
 FE1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1014+STABILITY: SURFACE MOTION
 FE1014
 FE1014  HISTORY     - Date     Condition        Report By
 FE1014  HISTORY     - 1935     MONUMENTED       CGS
 FE1014  HISTORY     - 1958     GOOD             CGS
 FE1014  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1014
 FE1014                          STATION DESCRIPTION
 FE1014
 FE1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1014'6.3 MI SE FROM BRADEN.
 FE1014'6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM THE L. AND N. RR
 FE1014'CROSSING AT BRADEN, 60.0 FT. EAST OF A POWER LINE POLE, 58.0
 FE1014'FT. NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A STORE, 45.0
 FE1014'FT. SOUTH OF THE CENTER LINE OF STATE HIGHWAY 59, 11.0 FT. NORTH
 FE1014'OF A FENCE CORNER, 2.1 FT. EAST OF A WHITE WOODEN WITNESS POST,
 FE1014'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.8 OF A
 FE1014'FT., ABOUT 3.0 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FE1014
 FE1014                          STATION RECOVERY (2002)
 FE1014
 FE1014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1014'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0472 ***********************************************************************
 FF0472  DESIGNATION -  P 75
 FF0472  PID         -  FF0472
 FF0472  STATE/COUNTY-  TN/SHELBY
 FF0472  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0472
 FF0472                         *CURRENT SURVEY CONTROL
 FF0472  ___________________________________________________________________
 FF0472* NAD 83(1986)-  35 04 10.     (N)    090 05 19.     (W)     SCALED    
 FF0472* NAVD 88     -        70.160  (meters)     230.18   (feet)  ADJUSTED  
 FF0472  ___________________________________________________________________
 FF0472  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0472  DYNAMIC HT  -          70.096 (meters)     229.97  (feet)  COMP
 FF0472  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FF0472
 FF0472  VERT ORDER  -  FIRST     CLASS II
 FF0472
 FF0472.The horizontal coordinates were scaled from a topographic map and have
 FF0472.an estimated accuracy of +/- 6 seconds.
 FF0472
 FF0472.The orthometric height was determined by differential leveling
 FF0472.and adjusted by the National Geodetic Survey in June 1991..
 FF0472
 FF0472.The geoid height was determined by GEOID03.
 FF0472
 FF0472.The dynamic height is computed by dividing the NAVD 88
 FF0472.geopotential number by the normal gravity value computed on the
 FF0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0472.degrees latitude (g = 980.6199 gals.).
 FF0472
 FF0472.The modeled gravity was interpolated from observed gravity values.
 FF0472
 FF0472;                    North         East    Units  Estimated Accuracy
 FF0472;SPC TN       -    89,460.      227,170.      MT  (+/- 180 meters Scaled)
 FF0472
 FF0472                          SUPERSEDED SURVEY CONTROL
 FF0472
 FF0472  NGVD 29 (??/??/??)   70.132  (m)          230.09   (f) ADJUSTED    1 2
 FF0472
 FF0472.Superseded values are not recommended for survey control.
 FF0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0472.See file dsdata.txt to determine how the superseded data were derived.
 FF0472
 FF0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU654846(NAD 83)
 FF0472_MARKER: DB = BENCH MARK DISK
 FF0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0472_STAMPING: P 75 1956
 FF0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0472+STABILITY: SURFACE MOTION
 FF0472
 FF0472  HISTORY     - Date     Condition        Report By
 FF0472  HISTORY     - 1956     MONUMENTED       CGS
 FF0472  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0472  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF0472
 FF0472                          STATION DESCRIPTION
 FF0472
 FF0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0472'2.4 MI SW FROM MEMPHIS.
 FF0472'2.45 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0472'THE CROSSING OF FLORIDA STREET, ABOUT 0.35 MILE NORTHWEST OF
 FF0472'WEST JUNCTION, JUST NORTHWEST OF THE ILLINOIS CENTRAL RAILROAD
 FF0472'JOHNSTON YARDS, 40 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 FF0472'SOUTHEAST TRACK, 55 FEET SOUTHEAST AND ACROSS TRACK FROM MILE
 FF0472'POST M 5, 46 FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING OF A
 FF0472'DRIVE LEADING TO A GROUP OF SECTION HOUSES, 78 FEET WEST-SOUTHWEST
 FF0472'OF THE WEST CORNER OF THE SECOND SECTION HOUSE FROM THE NORTHEAST,
 FF0472'94 FEET WEST OF SOUTH CORNER OF SAME HOUSE, 2 FEET SOUTHWEST OF
 FF0472'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN
 FF0472'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0472
 FF0472                          STATION RECOVERY (1976)
 FF0472
 FF0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0472'MARK NOT FOUND.
 FF0472
 FF0472                          STATION RECOVERY (1990)
 FF0472
 FF0472'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1357 ***********************************************************************
 GB1357  DESIGNATION -  P 77
 GB1357  PID         -  GB1357
 GB1357  STATE/COUNTY-  TN/PICKETT
 GB1357  USGS QUAD   -  MOODYVILLE (1962)
 GB1357
 GB1357                         *CURRENT SURVEY CONTROL
 GB1357  ___________________________________________________________________
 GB1357* NAD 83(1986)-  36 36 11.     (N)    085 07 10.     (W)     SCALED    
 GB1357* NAVD 88     -       217.707  (meters)     714.26   (feet)  POSTED    
 GB1357  ___________________________________________________________________
 GB1357  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1357  DYNAMIC HT  -         217.520 (meters)     713.65  (feet)  COMP
 GB1357  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 GB1357
 GB1357  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1357
 GB1357.The horizontal coordinates were scaled from a topographic map and have
 GB1357.an estimated accuracy of +/- 6 seconds.
 GB1357
 GB1357.The orthometric height was determined by differential leveling
 GB1357.and adjusted by the National Geodetic Survey in 1992..
 GB1357.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1357.rate of 1.1 thru 2.0 mm/km.
 GB1357
 GB1357.The geoid height was determined by GEOID03.
 GB1357
 GB1357.The dynamic height is computed by dividing the NAVD 88
 GB1357.geopotential number by the normal gravity value computed on the
 GB1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1357.degrees latitude (g = 980.6199 gals.).
 GB1357
 GB1357.The modeled gravity was interpolated from observed gravity values.
 GB1357
 GB1357;                    North         East    Units  Estimated Accuracy
 GB1357;SPC TN       -   252,190.      678,790.      MT  (+/- 180 meters Scaled)
 GB1357
 GB1357                          SUPERSEDED SURVEY CONTROL
 GB1357
 GB1357  NGVD 29 (??/??/92)  217.828  (m)          714.66   (f) ADJ UNCH    2 0
 GB1357
 GB1357.Superseded values are not recommended for survey control.
 GB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1357.See file dsdata.txt to determine how the superseded data were derived.
 GB1357
 GB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF681524(NAD 83)
 GB1357_MARKER: DB = BENCH MARK DISK
 GB1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1357_STAMPING: P 77 1935
 GB1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1357+STABILITY: SURFACE MOTION
 GB1357
 GB1357  HISTORY     - Date     Condition        Report By
 GB1357  HISTORY     - 1935     MONUMENTED       CGS
 GB1357
 GB1357                          STATION DESCRIPTION
 GB1357
 GB1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1357'2.5 MI NE FROM BYRDSTOWN.
 GB1357'ON STATE HIGHWAY NO. 42, 180 YARDS EAST OF EAST END OF HIGHWAY
 GB1357'BRIDGE OVER WOLF RIVER, 45 YARDS EAST OF EAST END OF HOME OF
 GB1357'CHARLES YOUNG, 67 YARDS WEST OF LONE 3 FOOT TREE ON NORTH SIDE
 GB1357'OF ROAD, 22 FEET NORTH OF CENTER OF HIGHWAY, 2 FEET SOUTH OF
 GB1357'WOODEN PICKET FENCE, LEVEL WITH HIGHWAY SURFACE, AND ON TOP OF
 GB1357'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1358 ***********************************************************************
 GB1358  DESIGNATION -  P 77 RESET
 GB1358  PID         -  GB1358
 GB1358  STATE/COUNTY-  TN/PICKETT
 GB1358  USGS QUAD   -  MOODYVILLE (1962)
 GB1358
 GB1358                         *CURRENT SURVEY CONTROL
 GB1358  ___________________________________________________________________
 GB1358* NAD 83(1986)-  36 36 11.     (N)    085 07 10.     (W)     SCALED    
 GB1358* NAVD 88     -       217.28   (+/-2cm)     712.9    (feet)  VERTCON   
 GB1358  ___________________________________________________________________
 GB1358  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1358
 GB1358  VERT ORDER  -  THIRD (See Below)
 GB1358
 GB1358.The horizontal coordinates were scaled from a topographic map and have
 GB1358.an estimated accuracy of +/- 6 seconds.
 GB1358
 GB1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB1358.The vertical order pertains to the NGVD 29 superseded value.
 GB1358
 GB1358.The geoid height was determined by GEOID03.
 GB1358
 GB1358;                    North         East    Units  Estimated Accuracy
 GB1358;SPC TN       -   252,190.      678,790.      MT  (+/- 180 meters Scaled)
 GB1358
 GB1358                          SUPERSEDED SURVEY CONTROL
 GB1358
 GB1358  NGVD 29 (10/12/01)  217.41   (m)          713.3    (f) RESET       3  
 GB1358
 GB1358.Superseded values are not recommended for survey control.
 GB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1358.See file dsdata.txt to determine how the superseded data were derived.
 GB1358
 GB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF681524(NAD 83)
 GB1358_MARKER: DB = BENCH MARK DISK
 GB1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1358_STAMPING: P 77 1935 RESET 1938
 GB1358_MARK LOGO: TNHD  
 GB1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1358+STABILITY: SURFACE MOTION
 GB1358
 GB1358  HISTORY     - Date     Condition        Report By
 GB1358  HISTORY     - 1938     MONUMENTED       TNHD
 GB1358
 GB1358                          STATION DESCRIPTION
 GB1358
 GB1358'DESCRIBED BY TN HIGHWAY DEPT 1938
 GB1358'2.5 MI NE FROM BYRDSTOWN.
 GB1358'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1358'AT BYRDSTOWN, PICKETT COUNTY, ABOUT 180 YARDS EAST OF THE EAST
 GB1358'END OF THE BRIDGE OVER WOLD RIVER, 42 YARDS EAST OF THE EAST
 GB1358'END OF THE CHARLES YOUNG RESIDENCE, 70 YARDS WEST OF A LONE
 GB1358'3-FOOT TREE ON THE NORTH SIDE OF THE HIGHWAY, 22 FEET NORTH OF
 GB1358'THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WOODEN FENCE,
 GB1358'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 77 1935
 GB1358'RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0991 ***********************************************************************
 GB0991  DESIGNATION -  P 78
 GB0991  PID         -  GB0991
 GB0991  STATE/COUNTY-  TN/FENTRESS
 GB0991  USGS QUAD   -  JAMESTOWN (1979)
 GB0991
 GB0991                         *CURRENT SURVEY CONTROL
 GB0991  ___________________________________________________________________
 GB0991* NAD 83(1986)-  36 27 12.     (N)    084 56 16.     (W)     SCALED    
 GB0991* NAVD 88     -       541.019  (meters)    1774.99   (feet)  ADJUSTED  
 GB0991  ___________________________________________________________________
 GB0991  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GB0991  DYNAMIC HT  -         540.541 (meters)    1773.42  (feet)  COMP
 GB0991  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB0991
 GB0991  VERT ORDER  -  SECOND    CLASS 0
 GB0991
 GB0991.The horizontal coordinates were scaled from a topographic map and have
 GB0991.an estimated accuracy of +/- 6 seconds.
 GB0991
 GB0991.The orthometric height was determined by differential leveling
 GB0991.and adjusted by the National Geodetic Survey in June 1991..
 GB0991
 GB0991.The geoid height was determined by GEOID03.
 GB0991
 GB0991.The dynamic height is computed by dividing the NAVD 88
 GB0991.geopotential number by the normal gravity value computed on the
 GB0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0991.degrees latitude (g = 980.6199 gals.).
 GB0991
 GB0991.The modeled gravity was interpolated from observed gravity values.
 GB0991
 GB0991;                    North         East    Units  Estimated Accuracy
 GB0991;SPC TN       -   235,730.      695,220.      MT  (+/- 180 meters Scaled)
 GB0991
 GB0991                          SUPERSEDED SURVEY CONTROL
 GB0991
 GB0991  NGVD 29 (??/??/92)  541.126  (m)         1775.34   (f) ADJ UNCH    2 0
 GB0991
 GB0991.Superseded values are not recommended for survey control.
 GB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0991.See file dsdata.txt to determine how the superseded data were derived.
 GB0991
 GB0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF848362(NAD 83)
 GB0991_MARKER: DB = BENCH MARK DISK
 GB0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0991_STAMPING: P 78 1935
 GB0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0991+STABILITY: SURFACE MOTION
 GB0991
 GB0991  HISTORY     - Date     Condition        Report By
 GB0991  HISTORY     - 1935     MONUMENTED       CGS
 GB0991
 GB0991                          STATION DESCRIPTION
 GB0991
 GB0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB0991'1.9 MI N FROM JAMESTOWN.
 GB0991'1.9 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE COUNTY COURTHOUSE
 GB0991'AT JAMESTOWN, FENTRESS COUNTY, 108 YARDS SOUTH OF THE INTERSECTION
 GB0991'OF LOUVAIN ROAD, 90 YARDS SOUTH OF A SERVICE STATION (STANDARD
 GB0991'OIL IN 1935), NEAR A DIRT-ROAD INTERSECTION, 44 YARDS NORTH OF THE
 GB0991'CENTERLINE OF THE DIRT ROAD, 25 FEET WEST OF THE CENTERLINE
 GB0991'OF THE HIGHWAY, IN THE EDGE OF A PINE GROVE, AND ABOUT 2 FEET
 GB0991'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 78 1935
 GB0991'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2612 ***********************************************************************
 GA2612  DESIGNATION -  P 79
 GA2612  PID         -  GA2612
 GA2612  STATE/COUNTY-  TN/CAMPBELL
 GA2612  USGS QUAD   -  EAGAN (1953)
 GA2612
 GA2612                         *CURRENT SURVEY CONTROL
 GA2612  ___________________________________________________________________
 GA2612* NAD 83(1986)-  36 32 47.     (N)    083 59 38.     (W)     SCALED    
 GA2612* NAVD 88     -       331.179  (meters)    1086.54   (feet)  ADJUSTED  
 GA2612  ___________________________________________________________________
 GA2612  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GA2612  DYNAMIC HT  -         330.891 (meters)    1085.60  (feet)  COMP
 GA2612  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA2612
 GA2612  VERT ORDER  -  SECOND    CLASS 0
 GA2612
 GA2612.The horizontal coordinates were scaled from a topographic map and have
 GA2612.an estimated accuracy of +/- 6 seconds.
 GA2612
 GA2612.The orthometric height was determined by differential leveling
 GA2612.and adjusted by the National Geodetic Survey in June 1991..
 GA2612
 GA2612.The geoid height was determined by GEOID03.
 GA2612
 GA2612.The dynamic height is computed by dividing the NAVD 88
 GA2612.geopotential number by the normal gravity value computed on the
 GA2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2612.degrees latitude (g = 980.6199 gals.).
 GA2612
 GA2612.The modeled gravity was interpolated from observed gravity values.
 GA2612
 GA2612;                    North         East    Units  Estimated Accuracy
 GA2612;SPC TN       -   247,390.      779,610.      MT  (+/- 180 meters Scaled)
 GA2612
 GA2612                          SUPERSEDED SURVEY CONTROL
 GA2612
 GA2612  NGVD 29 (??/??/92)  331.324  (m)         1087.02   (f) ADJ UNCH    2 0
 GA2612
 GA2612.Superseded values are not recommended for survey control.
 GA2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2612.See file dsdata.txt to determine how the superseded data were derived.
 GA2612
 GA2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA320487(NAD 83)
 GA2612_MARKER: DB = BENCH MARK DISK
 GA2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2612_STAMPING: P 79 1935 1087.019
 GA2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2612+STABILITY: SURFACE MOTION
 GA2612
 GA2612  HISTORY     - Date     Condition        Report By
 GA2612  HISTORY     - 1935     MONUMENTED       CGS
 GA2612  HISTORY     - 1957     GOOD             NGS
 GA2612
 GA2612                          STATION DESCRIPTION
 GA2612
 GA2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2612'AT ANTHRAS.
 GA2612'AT ANTHRAS, AT THE CROSSING OF STATE HIGHWAY 90 AND THE BRANCH
 GA2612'LINE OF THE LOUISVILLE AND NASHVILLE RAILROAD, 4-1/2 RAILS WEST
 GA2612'OF THE CROSSING, 54 YARDS NORTHWEST OF THE NORTHEAST END OF CONCRETE
 GA2612'HIGHWAY BRIDGE, 5 RAILS EAST OF A DIRT ROAD CROSSING, 21 FEET NORTH
 GA2612'OF THE NORTH RAIL, 50 FEET NORTH OF THE NORTH BANK OF CLEAR FORK
 GA2612'CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0811 ***********************************************************************
 FC0811  DESIGNATION -  P 8
 FC0811  PID         -  FC0811
 FC0811  STATE/COUNTY-  TN/CUMBERLAND
 FC0811  USGS QUAD   -  OZONE (1989)
 FC0811
 FC0811                         *CURRENT SURVEY CONTROL
 FC0811  ___________________________________________________________________
 FC0811* NAD 83(1995)-  35 54 25.90503(N)    084 52 25.89032(W)     ADJUSTED  
 FC0811* NAVD 88     -       508.979  (meters)    1669.88   (feet)  ADJUSTED  
 FC0811  ___________________________________________________________________
 FC0811  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FC0811  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC0811  DYNAMIC HT  -         508.505 (meters)    1668.32  (feet)  COMP
 FC0811  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FC0811
 FC0811  HORZ ORDER  -  THIRD
 FC0811  VERT ORDER  -  SECOND    CLASS 0
 FC0811
 FC0811.The horizontal coordinates were established by classical geodetic methods
 FC0811.and adjusted by the National Geodetic Survey in April 1999..
 FC0811.No horizontal observational check was made to the station.
 FC0811
 FC0811.The orthometric height was determined by differential leveling
 FC0811.and adjusted by the National Geodetic Survey in June 1991..
 FC0811
 FC0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0811
 FC0811.The geoid height was determined by GEOID03.
 FC0811
 FC0811.The dynamic height is computed by dividing the NAVD 88
 FC0811.geopotential number by the normal gravity value computed on the
 FC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0811.degrees latitude (g = 980.6199 gals.).
 FC0811
 FC0811.The modeled gravity was interpolated from observed gravity values.
 FC0811
 FC0811;                    North         East     Units Scale Factor Converg.
 FC0811;SPC TN       -   175,203.403   701,648.503   MT  0.99994921   +0 39 33.4
 FC0811;SPC TN       -   574,813.16  2,301,991.80   sFT  0.99994921   +0 39 33.4
 FC0811;UTM  16      - 3,975,743.501   691,862.211   MT  1.00005361   +1 14 50.3
 FC0811
 FC0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0811!SPC TN       -   0.99992468  x   0.99994921  =   0.99987390
 FC0811!UTM  16      -   0.99992468  x   1.00005361  =   0.99997829
 FC0811
 FC0811:                Primary Azimuth Mark                     Grid Az
 FC0811:SPC TN       -  CRAB ORCHARD RESET                       298 19 34.8
 FC0811:UTM  16      -  CRAB ORCHARD RESET                       297 44 17.9
 FC0811
 FC0811|---------------------------------------------------------------------|
 FC0811| PID    Reference Object                     Distance      Geod. Az  |
 FC0811|                                                           dddmmss.s |
 FC0811| FC0810 CRAB ORCHARD RESET                  468.150 METERS 2985908.2 |
 FC0811| FC1827 CRAB ORCHARD 2                      486.038 METERS 2993342.3 |
 FC0811|---------------------------------------------------------------------|
 FC0811
 FC0811                          SUPERSEDED SURVEY CONTROL
 FC0811
 FC0811  NAD 83(1995)-  35 54 25.90974(N)    084 52 25.89071(W) AD(       ) 3
 FC0811  NAD 83(1986)-  35 54 25.91623(N)    084 52 25.88950(W) AD(       ) 3
 FC0811  NAD 27      -  35 54 25.66243(N)    084 52 26.07826(W) AD(       ) 3
 FC0811  NGVD 29 (??/??/92)  509.065  (m)         1670.16   (f) ADJ UNCH    2 0
 FC0811
 FC0811.Superseded values are not recommended for survey control.
 FC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0811.See file dsdata.txt to determine how the superseded data were derived.
 FC0811
 FC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9186275744(NAD 83)
 FC0811_MARKER: DB = BENCH MARK DISK
 FC0811_SETTING: 66 = SET IN ROCK OUTCROP
 FC0811_SP_SET: BEDROCK
 FC0811_STAMPING: 1670.298 P 8 1931
 FC0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0811+STABILITY: POSITION/ELEVATION WELL
 FC0811
 FC0811  HISTORY     - Date     Condition        Report By
 FC0811  HISTORY     - 1931     MONUMENTED       CGS
 FC0811  HISTORY     - 1958     GOOD             TNHD
 FC0811  HISTORY     - 1973     GOOD             TVA
 FC0811  HISTORY     - 1979     GOOD             LOCENG
 FC0811
 FC0811                          STATION DESCRIPTION
 FC0811
 FC0811'DESCRIBED BY TN HIGHWAY DEPT 1958
 FC0811'AT CRAB ORCHARD.
 FC0811'MARK RECOVERED.  ORIGINAL DESCRIPTION COMPLETE AND ADEQUATE.
 FC0811'THE DISK IS SOLIDLY EMBEDED IN BEDROCK BUT THE STAMPING ON THE
 FC0811'DISK HAS BEEN OBLITERATED.  ITS ELEVATION HAS REMAINED UNCHANGED.
 FC0811'ORIGINAL DESCRIPTION-- AT CRAB ORCHARD, CUMBERLAND COUNTY, 18
 FC0811'RAILS SOUTH OF THE TENNESSEE CENTRAL RAILWAY STATION, 30 FEET
 FC0811'SOUTH OF THE CENTERLINE OF AN UNDERPASS, 23 FEET EAST OF THE EAST
 FC0811'RAIL, AND IN A ROCK LEDGE, 3 FEET LOWER THAN THE TRACK.  A
 FC0811'STANDARD DISK, STAMPED 1670.298 P 8 1931.
 FC0811
 FC0811                          STATION RECOVERY (1973)
 FC0811
 FC0811'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0811'RECOVERED IN GOOD CONDITION.
 FC0811
 FC0811                          STATION RECOVERY (1979)
 FC0811
 FC0811'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 FC0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1820 ***********************************************************************
 GB1820  DESIGNATION -  P 80
 GB1820  PID         -  GB1820
 GB1820  STATE/COUNTY-  TN/SMITH
 GB1820  USGS QUAD   -  CARTHAGE (1979)
 GB1820
 GB1820                         *CURRENT SURVEY CONTROL
 GB1820  ___________________________________________________________________
 GB1820* NAD 83(1986)-  36 16 32.     (N)    085 58 16.     (W)     SCALED    
 GB1820* NAVD 88     -       222.255  (meters)     729.18   (feet)  POSTED    
 GB1820  ___________________________________________________________________
 GB1820  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB1820  DYNAMIC HT  -         222.070 (meters)     728.57  (feet)  COMP
 GB1820  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GB1820
 GB1820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1820
 GB1820.The horizontal coordinates were scaled from a topographic map and have
 GB1820.an estimated accuracy of +/- 6 seconds.
 GB1820
 GB1820.The orthometric height was determined by differential leveling
 GB1820.and adjusted by the National Geodetic Survey in 1992..
 GB1820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1820.rate of 0.0 thru 1.0 mm/km.
 GB1820
 GB1820.The geoid height was determined by GEOID03.
 GB1820
 GB1820.The dynamic height is computed by dividing the NAVD 88
 GB1820.geopotential number by the normal gravity value computed on the
 GB1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1820.degrees latitude (g = 980.6199 gals.).
 GB1820
 GB1820.The modeled gravity was interpolated from observed gravity values.
 GB1820
 GB1820;                    North         East    Units  Estimated Accuracy
 GB1820;SPC TN       -   215,490.      602,600.      MT  (+/- 180 meters Scaled)
 GB1820
 GB1820                          SUPERSEDED SURVEY CONTROL
 GB1820
 GB1820  NGVD 29 (??/??/92)  222.337  (m)          729.45   (f) ADJ UNCH    2 0
 GB1820
 GB1820.Superseded values are not recommended for survey control.
 GB1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1820.See file dsdata.txt to determine how the superseded data were derived.
 GB1820
 GB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF924150(NAD 83)
 GB1820_MARKER: DB = BENCH MARK DISK
 GB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1820_STAMPING: P 80 1935
 GB1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1820+STABILITY: SURFACE MOTION
 GB1820
 GB1820  HISTORY     - Date     Condition        Report By
 GB1820  HISTORY     - 1935     MONUMENTED       CGS
 GB1820  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB1820
 GB1820                          STATION DESCRIPTION
 GB1820
 GB1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1820'3 MI N FROM CARTHAGE.
 GB1820'3.0 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 GB1820'CARTHAGE, SMITH COUNTY, 110 YARDS SOUTHEAST OF THE HOME OF BOB
 GB1820'BOWMAN IN 1935, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1820'9 FEET SOUTHWEST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.
 GB1820'A STANDARD DISK, STAMPED P 80 1935 AND SET IN THE TOP OF A CONCRETE
 GB1820'POST.  NOTE-- USGS REPORTED THAT THE MARK WAS PROBABLY COVERED OVER
 GB1820'DURING WIDENING OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1808 ***********************************************************************
 GB1808  DESIGNATION -  P 81
 GB1808  PID         -  GB1808
 GB1808  STATE/COUNTY-  TN/PUTNAM
 GB1808  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1808
 GB1808                         *CURRENT SURVEY CONTROL
 GB1808  ___________________________________________________________________
 GB1808* NAD 83(1986)-  36 07 51.     (N)    085 29 18.     (W)     SCALED    
 GB1808* NAVD 88     -       336.487  (meters)    1103.96   (feet)  ADJUSTED  
 GB1808  ___________________________________________________________________
 GB1808  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1808  DYNAMIC HT  -         336.189 (meters)    1102.98  (feet)  COMP
 GB1808  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 GB1808
 GB1808  VERT ORDER  -  SECOND    CLASS 0
 GB1808
 GB1808.The horizontal coordinates were scaled from a topographic map and have
 GB1808.an estimated accuracy of +/- 6 seconds.
 GB1808
 GB1808.The orthometric height was determined by differential leveling
 GB1808.and adjusted by the National Geodetic Survey in June 1991..
 GB1808
 GB1808.The geoid height was determined by GEOID03.
 GB1808
 GB1808.The dynamic height is computed by dividing the NAVD 88
 GB1808.geopotential number by the normal gravity value computed on the
 GB1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1808.degrees latitude (g = 980.6199 gals.).
 GB1808
 GB1808.The modeled gravity was interpolated from observed gravity values.
 GB1808
 GB1808;                    North         East    Units  Estimated Accuracy
 GB1808;SPC TN       -   199,550.      646,060.      MT  (+/- 180 meters Scaled)
 GB1808
 GB1808                          SUPERSEDED SURVEY CONTROL
 GB1808
 GB1808  NGVD 29 (??/??/92)  336.571  (m)         1104.23   (f) ADJ UNCH    2 0
 GB1808
 GB1808.Superseded values are not recommended for survey control.
 GB1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1808.See file dsdata.txt to determine how the superseded data were derived.
 GB1808
 GB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE360995(NAD 83)
 GB1808_MARKER: DB = BENCH MARK DISK
 GB1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1808_STAMPING: P 81 1935
 GB1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1808+STABILITY: SURFACE MOTION
 GB1808
 GB1808  HISTORY     - Date     Condition        Report By
 GB1808  HISTORY     - 1935     MONUMENTED       CGS
 GB1808
 GB1808                          STATION DESCRIPTION
 GB1808
 GB1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1808'2.6 MI S FROM COOKEVILLE.
 GB1808'2.6 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COUNTY COURTHOUSE
 GB1808'AT COOKEVILLE.  PUTNAM COUNTY, 0.2 MILE NORTH OF A FARMHOUSE OWNED
 GB1808'IN 1935 BY ANDY SLIGER, 20 FEET NORTH OF AN ADVERTISING SIGNBOARD,
 GB1808'24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET HIGHER
 GB1808'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 81 1935 AND SET IN
 GB1808'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0196 ***********************************************************************
 GC0196  DESIGNATION -  P 83
 GC0196  PID         -  GC0196
 GC0196  STATE/COUNTY-  TN/SUMNER
 GC0196  USGS QUAD   -  BETHPAGE (1994)
 GC0196
 GC0196                         *CURRENT SURVEY CONTROL
 GC0196  ___________________________________________________________________
 GC0196* NAD 83(1986)-  36 23 39.     (N)    086 22 13.     (W)     SCALED    
 GC0196* NAVD 88     -       169.181  (meters)     555.05   (feet)  ADJUSTED  
 GC0196  ___________________________________________________________________
 GC0196  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0196  DYNAMIC HT  -         169.044 (meters)     554.61  (feet)  COMP
 GC0196  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GC0196
 GC0196  VERT ORDER  -  SECOND    CLASS 0
 GC0196
 GC0196.The horizontal coordinates were scaled from a topographic map and have
 GC0196.an estimated accuracy of +/- 6 seconds.
 GC0196
 GC0196.The orthometric height was determined by differential leveling
 GC0196.and adjusted by the National Geodetic Survey in June 1991..
 GC0196
 GC0196.The geoid height was determined by GEOID03.
 GC0196
 GC0196.The dynamic height is computed by dividing the NAVD 88
 GC0196.geopotential number by the normal gravity value computed on the
 GC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0196.degrees latitude (g = 980.6199 gals.).
 GC0196
 GC0196.The modeled gravity was interpolated from observed gravity values.
 GC0196
 GC0196;                    North         East    Units  Estimated Accuracy
 GC0196;SPC TN       -   228,720.      566,780.      MT  (+/- 180 meters Scaled)
 GC0196
 GC0196                          SUPERSEDED SURVEY CONTROL
 GC0196
 GC0196  NGVD 29 (??/??/92)  169.253  (m)          555.29   (f) ADJ UNCH    2 0
 GC0196
 GC0196.Superseded values are not recommended for survey control.
 GC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0196.See file dsdata.txt to determine how the superseded data were derived.
 GC0196
 GC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF564278(NAD 83)
 GC0196_MARKER: DB = BENCH MARK DISK
 GC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0196_STAMPING: P 35 1935
 GC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0196+STABILITY: SURFACE MOTION
 GC0196
 GC0196  HISTORY     - Date     Condition        Report By
 GC0196  HISTORY     - 1935     MONUMENTED       CGS
 GC0196
 GC0196                          STATION DESCRIPTION
 GC0196
 GC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0196'3.3 MI W FROM CASTALIAN SPRINGS.
 GC0196'3.3 MILES WEST ALONG STATE HIGHWAY 25 FROM CASTALIAN SPRINGS,
 GC0196'SUMNER COUNTY, IN THE CENTER OF A TRIANGLE FORMED BY TWO DRIVEWAYS
 GC0196'LEADING TO THE FARM OF MRS. W.H. DUNN 45 YARDS NORTHWEST OF A
 GC0196'FARMHOUSE, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GC0196'0.8 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GC0196'P 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0360 ***********************************************************************
 GC0360  DESIGNATION -  P 85
 GC0360  PID         -  GC0360
 GC0360  STATE/COUNTY-  TN/DAVIDSON
 GC0360  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0360
 GC0360                         *CURRENT SURVEY CONTROL
 GC0360  ___________________________________________________________________
 GC0360* NAD 83(1986)-  36 09 44.     (N)    086 43 29.     (W)     SCALED    
 GC0360* NAVD 88     -       130.718  (meters)     428.86   (feet)  ADJUSTED  
 GC0360  ___________________________________________________________________
 GC0360  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0360  DYNAMIC HT  -         130.606 (meters)     428.50  (feet)  COMP
 GC0360  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0360
 GC0360  VERT ORDER  -  SECOND    CLASS 0
 GC0360
 GC0360.The horizontal coordinates were scaled from a topographic map and have
 GC0360.an estimated accuracy of +/- 6 seconds.
 GC0360
 GC0360.The orthometric height was determined by differential leveling
 GC0360.and adjusted by the National Geodetic Survey in June 1991..
 GC0360
 GC0360.The geoid height was determined by GEOID03.
 GC0360
 GC0360.The dynamic height is computed by dividing the NAVD 88
 GC0360.geopotential number by the normal gravity value computed on the
 GC0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0360.degrees latitude (g = 980.6199 gals.).
 GC0360
 GC0360.The modeled gravity was interpolated from observed gravity values.
 GC0360
 GC0360;                    North         East    Units  Estimated Accuracy
 GC0360;SPC TN       -   203,160.      534,790.      MT  (+/- 180 meters Scaled)
 GC0360
 GC0360                          SUPERSEDED SURVEY CONTROL
 GC0360
 GC0360  NGVD 29 (??/??/92)  130.753  (m)          428.98   (f) ADJ UNCH    2 0
 GC0360
 GC0360.Superseded values are not recommended for survey control.
 GC0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0360.See file dsdata.txt to determine how the superseded data were derived.
 GC0360
 GC0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF247019(NAD 83)
 GC0360_MARKER: DB = BENCH MARK DISK
 GC0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0360_STAMPING: P 85 1935
 GC0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0360+STABILITY: SURFACE MOTION
 GC0360
 GC0360  HISTORY     - Date     Condition        Report By
 GC0360  HISTORY     - 1935     MONUMENTED       CGS
 GC0360  HISTORY     - 1949     GOOD             NGS
 GC0360
 GC0360                          STATION DESCRIPTION
 GC0360
 GC0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0360'3.3 MI E FROM NASHVILLE.
 GC0360'3.3 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0360'STATION AT NASHVILLE, DAVIDSON COUNTY, AT THE LOUISVILLE AND
 GC0360'NASHVILLE RAILROAD BRIDGE OVER CUMBERLAND RIVER, 15 FEET NORTH OF
 GC0360'THE NORTHEAST CORNER OF THE SECOND STEEL PIER FROM THE SOUTH END,
 GC0360'12 FEET SOUTH OF THE SOUTH RAIL OF THE TENNESSEE CENTRAL RAILWAY
 GC0360'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED P 85 1935
 GC0360'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0350 ***********************************************************************
 GC0350  DESIGNATION -  P 86
 GC0350  PID         -  GC0350
 GC0350  STATE/COUNTY-  TN/SUMNER
 GC0350  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0350
 GC0350                         *CURRENT SURVEY CONTROL
 GC0350  ___________________________________________________________________
 GC0350* NAD 83(1986)-  36 19 48.     (N)    086 33 23.     (W)     SCALED    
 GC0350* NAVD 88     -       177.114  (meters)     581.08   (feet)  ADJUSTED  
 GC0350  ___________________________________________________________________
 GC0350  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0350  DYNAMIC HT  -         176.966 (meters)     580.60  (feet)  COMP
 GC0350  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GC0350
 GC0350  VERT ORDER  -  SECOND    CLASS 0
 GC0350
 GC0350.The horizontal coordinates were scaled from a topographic map and have
 GC0350.an estimated accuracy of +/- 6 seconds.
 GC0350
 GC0350.The orthometric height was determined by differential leveling
 GC0350.and adjusted by the National Geodetic Survey in June 1991..
 GC0350
 GC0350.The geoid height was determined by GEOID03.
 GC0350
 GC0350.The dynamic height is computed by dividing the NAVD 88
 GC0350.geopotential number by the normal gravity value computed on the
 GC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0350.degrees latitude (g = 980.6199 gals.).
 GC0350
 GC0350.The modeled gravity was interpolated from observed gravity values.
 GC0350
 GC0350;                    North         East    Units  Estimated Accuracy
 GC0350;SPC TN       -   221,670.      550,050.      MT  (+/- 180 meters Scaled)
 GC0350
 GC0350                          SUPERSEDED SURVEY CONTROL
 GC0350
 GC0350  NGVD 29 (??/??/92)  177.155  (m)          581.22   (f) ADJ UNCH    2 0
 GC0350
 GC0350.Superseded values are not recommended for survey control.
 GC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0350.See file dsdata.txt to determine how the superseded data were derived.
 GC0350
 GC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF398206(NAD 83)
 GC0350_MARKER: DB = BENCH MARK DISK
 GC0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0350_STAMPING: P 86 1935
 GC0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0350+STABILITY: SURFACE MOTION
 GC0350
 GC0350  HISTORY     - Date     Condition        Report By
 GC0350  HISTORY     - 1935     MONUMENTED       CGS
 GC0350  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0350
 GC0350                          STATION DESCRIPTION
 GC0350
 GC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0350'AT AVONDALE.
 GC0350'AT AVONDALE, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0350'RAILROAD, 47 YARDS WEST OF THE WEST END OF THE STATION, 18 FEET
 GC0350'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 20.8 FEET SOUTH OF THE
 GC0350'SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 GC0350'P 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1021 ***********************************************************************
 GC1021  DESIGNATION -  P 87
 GC1021  PID         -  GC1021
 GC1021  STATE/COUNTY-  TN/ROBERTSON
 GC1021  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1021
 GC1021                         *CURRENT SURVEY CONTROL
 GC1021  ___________________________________________________________________
 GC1021* NAD 83(1986)-  36 31 45.     (N)    086 57 00.     (W)     SCALED    
 GC1021* NAVD 88     -       195.876  (meters)     642.64   (feet)  ADJUSTED  
 GC1021  ___________________________________________________________________
 GC1021  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC1021  DYNAMIC HT  -         195.714 (meters)     642.11  (feet)  COMP
 GC1021  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 GC1021
 GC1021  VERT ORDER  -  SECOND    CLASS 0
 GC1021
 GC1021.The horizontal coordinates were scaled from a topographic map and have
 GC1021.an estimated accuracy of +/- 6 seconds.
 GC1021
 GC1021.The orthometric height was determined by differential leveling
 GC1021.and adjusted by the National Geodetic Survey in June 1991..
 GC1021
 GC1021.The geoid height was determined by GEOID03.
 GC1021
 GC1021.The dynamic height is computed by dividing the NAVD 88
 GC1021.geopotential number by the normal gravity value computed on the
 GC1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1021.degrees latitude (g = 980.6199 gals.).
 GC1021
 GC1021.The modeled gravity was interpolated from observed gravity values.
 GC1021
 GC1021;                    North         East    Units  Estimated Accuracy
 GC1021;SPC TN       -   244,050.      514,920.      MT  (+/- 180 meters Scaled)
 GC1021
 GC1021                          SUPERSEDED SURVEY CONTROL
 GC1021
 GC1021  NGVD 29 (??/??/92)  195.930  (m)          642.81   (f) ADJ UNCH    2 0
 GC1021
 GC1021.Superseded values are not recommended for survey control.
 GC1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1021.See file dsdata.txt to determine how the superseded data were derived.
 GC1021
 GC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF044426(NAD 83)
 GC1021_MARKER: DB = BENCH MARK DISK
 GC1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1021_STAMPING: P 87 1935
 GC1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1021+STABILITY: SURFACE MOTION
 GC1021
 GC1021  HISTORY     - Date     Condition        Report By
 GC1021  HISTORY     - 1935     MONUMENTED       CGS
 GC1021
 GC1021                          STATION DESCRIPTION
 GC1021
 GC1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1021'3.2 MI SE FROM CEDAR HILL.
 GC1021'3.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1021'FROM THE STATION AT CEDAR HILL, ROBERTSON COUNTY, 0.1 MILE
 GC1021'NORTH OF THE STATION AT KINNEY, 26 YARDS NORTHWEST OF A DIRT-ROAD
 GC1021'CROSSING, 39 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A GARDEN
 GC1021'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 GC1021'STANDARD DISK, STAMPED P 87 1935 AND SET IN THE TOP OF A CONCRETE
 GC1021'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0296 ***********************************************************************
 FF0296  DESIGNATION -  P 88
 FF0296  PID         -  FF0296
 FF0296  STATE/COUNTY-  TN/SHELBY
 FF0296  USGS QUAD   -  LOCKE (1970)
 FF0296
 FF0296                         *CURRENT SURVEY CONTROL
 FF0296  ___________________________________________________________________
 FF0296* NAD 83(1986)-  35 17 52.     (N)    090 02 33.     (W)     SCALED    
 FF0296* NAVD 88     -       104.978  (meters)     344.42   (feet)  ADJUSTED  
 FF0296  ___________________________________________________________________
 FF0296  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0296  DYNAMIC HT  -         104.884 (meters)     344.11  (feet)  COMP
 FF0296  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FF0296
 FF0296  VERT ORDER  -  FIRST     CLASS II
 FF0296
 FF0296.The horizontal coordinates were scaled from a topographic map and have
 FF0296.an estimated accuracy of +/- 6 seconds.
 FF0296
 FF0296.The orthometric height was determined by differential leveling
 FF0296.and adjusted by the National Geodetic Survey in June 1991..
 FF0296
 FF0296.The geoid height was determined by GEOID03.
 FF0296
 FF0296.The dynamic height is computed by dividing the NAVD 88
 FF0296.geopotential number by the normal gravity value computed on the
 FF0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0296.degrees latitude (g = 980.6199 gals.).
 FF0296
 FF0296.The modeled gravity was interpolated from observed gravity values.
 FF0296
 FF0296;                    North         East    Units  Estimated Accuracy
 FF0296;SPC TN       -   114,600.      232,420.      MT  (+/- 180 meters Scaled)
 FF0296
 FF0296                          SUPERSEDED SURVEY CONTROL
 FF0296
 FF0296  NGVD 29 (??/??/??)  104.942  (m)          344.30   (f) ADJUSTED    1 2
 FF0296
 FF0296.Superseded values are not recommended for survey control.
 FF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0296.See file dsdata.txt to determine how the superseded data were derived.
 FF0296
 FF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV689100(NAD 83)
 FF0296_MARKER: DB = BENCH MARK DISK
 FF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0296_STAMPING: P 88 1957
 FF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0296+STABILITY: SURFACE MOTION
 FF0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0296+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0296
 FF0296  HISTORY     - Date     Condition        Report By
 FF0296  HISTORY     - 1957     MONUMENTED       CGS
 FF0296  HISTORY     - 20021021 GOOD             USACE
 FF0296
 FF0296                          STATION DESCRIPTION
 FF0296
 FF0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0296'3.4 MI SW FROM LOCKE.
 FF0296'3.35 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0296'JETER SCHOOL AT LOCKE, AT RAMSEY, NEAR THE JUNCTION OF ISLAND
 FF0296'FORTY ROAD, 0.25 MILE SOUTH OF THE NEW CHURCH OF CHRIST, 90
 FF0296'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF BENJESTOWN ROAD
 FF0296'AND ISLAND FORTY ROAD, 116 FEET WEST OF A FENCE CORNER, 120
 FF0296'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 FF0296'HOUSE, 66 FEET SOUTH OF THE CENTER LINE OF ISLAND FORTY ROAD, 42
 FF0296'FEET SOUTHWEST OF A LONE 40 INCH OAK TREE, 1 1/2 FEET NORTH
 FF0296'OF A BOARD FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 FF0296'3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0296'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FF0296
 FF0296                          STATION RECOVERY (2002)
 FF0296
 FF0296'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0296'MARK IS IN FRONT YARD OF 6285 BENJESTOWN RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1659 ***********************************************************************
 FE1659  DESIGNATION -  P 89
 FE1659  PID         -  FE1659
 FE1659  STATE/COUNTY-  TN/TIPTON
 FE1659  USGS QUAD   -  GILT EDGE (1981)
 FE1659
 FE1659                         *CURRENT SURVEY CONTROL
 FE1659  ___________________________________________________________________
 FE1659* NAD 83(1986)-  35 33 37.     (N)    089 52 17.     (W)     SCALED    
 FE1659* NAVD 88     -        82.451  (meters)     270.51   (feet)  ADJUSTED  
 FE1659  ___________________________________________________________________
 FE1659  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1659  DYNAMIC HT  -          82.380 (meters)     270.27  (feet)  COMP
 FE1659  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 FE1659
 FE1659  VERT ORDER  -  FIRST     CLASS II
 FE1659
 FE1659.The horizontal coordinates were scaled from a topographic map and have
 FE1659.an estimated accuracy of +/- 6 seconds.
 FE1659
 FE1659.The orthometric height was determined by differential leveling
 FE1659.and adjusted by the National Geodetic Survey in June 1991..
 FE1659
 FE1659.The geoid height was determined by GEOID03.
 FE1659
 FE1659.The dynamic height is computed by dividing the NAVD 88
 FE1659.geopotential number by the normal gravity value computed on the
 FE1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1659.degrees latitude (g = 980.6199 gals.).
 FE1659
 FE1659.The modeled gravity was interpolated from observed gravity values.
 FE1659
 FE1659;                    North         East    Units  Estimated Accuracy
 FE1659;SPC TN       -   143,070.      249,120.      MT  (+/- 180 meters Scaled)
 FE1659
 FE1659                          SUPERSEDED SURVEY CONTROL
 FE1659
 FE1659  NGVD 29 (??/??/??)   82.423  (m)          270.42   (f) ADJUSTED    1 2
 FE1659
 FE1659.Superseded values are not recommended for survey control.
 FE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1659.See file dsdata.txt to determine how the superseded data were derived.
 FE1659
 FE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE397389(NAD 83)
 FE1659_MARKER: DB = BENCH MARK DISK
 FE1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1659_STAMPING: P 89 1957
 FE1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1659+STABILITY: SURFACE MOTION
 FE1659
 FE1659  HISTORY     - Date     Condition        Report By
 FE1659  HISTORY     - 1957     MONUMENTED       CGS
 FE1659  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1659
 FE1659                          STATION DESCRIPTION
 FE1659
 FE1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1659'4.1 MI N FROM RANDOLPH.
 FE1659'3.2 MILES NORTHEAST ALONG A GRADED ROAD FROM THE RANDOLPH
 FE1659'METHODIST CHURCH AT RANDOLPH, THENCE 0.9 MILE NORTHWEST ALONG
 FE1659'A GRADED ROAD, ABOUT 0.15 MILE EAST OF THE TOP OF A STEEP HILL
 FE1659'DECENDING WEST, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 133
 FE1659'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOWARD BALLARD
 FE1659'RESIDENCE, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOWARD
 FE1659'BALLARD RESIDENCE, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FE1659'OF A TENEANT HOUSE, 50 FEET EAST OF A POWER LINE POLE, 12 1/2
 FE1659'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 2
 FE1659'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE1659'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FE1659'ABOVE THE GROUND.
 FE1659
 FE1659                          STATION RECOVERY (2002)
 FE1659
 FE1659'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0706 ***********************************************************************
 FD0706  DESIGNATION -  P 9
 FD0706  PID         -  FD0706
 FD0706  STATE/COUNTY-  TN/MAURY
 FD0706  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0706
 FD0706                         *CURRENT SURVEY CONTROL
 FD0706  ___________________________________________________________________
 FD0706* NAD 83(1986)-  35 34 48.     (N)    087 08 33.     (W)     SCALED    
 FD0706* NAVD 88     -       213.123  (meters)     699.22   (feet)  ADJUSTED  
 FD0706  ___________________________________________________________________
 FD0706  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0706  DYNAMIC HT  -         212.932 (meters)     698.59  (feet)  COMP
 FD0706  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 FD0706
 FD0706  VERT ORDER  -  FIRST     CLASS II
 FD0706
 FD0706.The horizontal coordinates were scaled from a topographic map and have
 FD0706.an estimated accuracy of +/- 6 seconds.
 FD0706
 FD0706.The orthometric height was determined by differential leveling
 FD0706.and adjusted by the National Geodetic Survey in June 1991..
 FD0706
 FD0706.The geoid height was determined by GEOID03.
 FD0706
 FD0706.The dynamic height is computed by dividing the NAVD 88
 FD0706.geopotential number by the normal gravity value computed on the
 FD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0706.degrees latitude (g = 980.6199 gals.).
 FD0706
 FD0706.The modeled gravity was interpolated from observed gravity values.
 FD0706
 FD0706;                    North         East    Units  Estimated Accuracy
 FD0706;SPC TN       -   138,920.      496,450.      MT  (+/- 180 meters Scaled)
 FD0706
 FD0706                          SUPERSEDED SURVEY CONTROL
 FD0706
 FD0706  NGVD 29 (??/??/92)  213.104  (m)          699.16   (f) ADJ UNCH    1 2
 FD0706
 FD0706.Superseded values are not recommended for survey control.
 FD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0706.See file dsdata.txt to determine how the superseded data were derived.
 FD0706
 FD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE870373(NAD 83)
 FD0706_MARKER: DB = BENCH MARK DISK
 FD0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0706_STAMPING: 699.336 P 9 1931
 FD0706_MARK LOGO: CGS   
 FD0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0706+STABILITY: SURFACE MOTION
 FD0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0706+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0706
 FD0706  HISTORY     - Date     Condition        Report By
 FD0706  HISTORY     - 1931     MONUMENTED       CGS
 FD0706  HISTORY     - 1958     GOOD             TVA
 FD0706  HISTORY     - 1962     GOOD             NGS
 FD0706  HISTORY     - 1983     GOOD             NGS
 FD0706  HISTORY     - 20020514 GOOD             TNDT
 FD0706
 FD0706                          STATION DESCRIPTION
 FD0706
 FD0706'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0706'AT ASHWOOD.
 FD0706'AT ASHWOOD, ON THE LOUISVILLE AND NASHVILLE RAILROAD, 550 FEET
 FD0706'NORTHEAST OF A ROAD AND RAILROAD CROSSING, 37.7 FEET SOUTHEAST
 FD0706'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 2 FEET NORTHEAST
 FD0706'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 699.336 P 9 1931
 FD0706'AND SET IN THE TOP OF A CONCRETE POST.
 FD0706
 FD0706                          STATION RECOVERY (1962)
 FD0706
 FD0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0706'RECOVERED IN GOOD CONDITION.
 FD0706
 FD0706                          STATION RECOVERY (1983)
 FD0706
 FD0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0706'RECOVERED IN GOOD CONDITION.  NOTE, A NEW WITNESS POST WAS PLACED
 FD0706'0.61 METERS (2.0 FT) NORTH OF THE MARK.
 FD0706'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 FD0706'THE MARK IS ABOVE LEVEL WITH TRACKS.
 FD0706
 FD0706                          STATION RECOVERY (2002)
 FD0706
 FD0706'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0706'IN A DENSE THICKET - NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1335 ***********************************************************************
 FE1335  DESIGNATION -  P 90
 FE1335  PID         -  FE1335
 FE1335  STATE/COUNTY-  TN/TIPTON
 FE1335  USGS QUAD   -  DRUMMONDS (1983)
 FE1335
 FE1335                         *CURRENT SURVEY CONTROL
 FE1335  ___________________________________________________________________
 FE1335* NAD 83(1986)-  35 25 06.     (N)    089 58 29.     (W)     SCALED    
 FE1335* NAVD 88     -        74.155  (meters)     243.29   (feet)  ADJUSTED  
 FE1335  ___________________________________________________________________
 FE1335  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1335  DYNAMIC HT  -          74.089 (meters)     243.07  (feet)  COMP
 FE1335  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FE1335
 FE1335  VERT ORDER  -  FIRST     CLASS II
 FE1335
 FE1335.The horizontal coordinates were scaled from a topographic map and have
 FE1335.an estimated accuracy of +/- 6 seconds.
 FE1335
 FE1335.The orthometric height was determined by differential leveling
 FE1335.and adjusted by the National Geodetic Survey in June 1991..
 FE1335
 FE1335.The geoid height was determined by GEOID03.
 FE1335
 FE1335.The dynamic height is computed by dividing the NAVD 88
 FE1335.geopotential number by the normal gravity value computed on the
 FE1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1335.degrees latitude (g = 980.6199 gals.).
 FE1335
 FE1335.The modeled gravity was interpolated from observed gravity values.
 FE1335
 FE1335;                    North         East    Units  Estimated Accuracy
 FE1335;SPC TN       -   127,710.      239,120.      MT  (+/- 180 meters Scaled)
 FE1335
 FE1335                          SUPERSEDED SURVEY CONTROL
 FE1335
 FE1335  NGVD 29 (??/??/??)   74.122  (m)          243.18   (f) ADJUSTED    1 2
 FE1335
 FE1335.Superseded values are not recommended for survey control.
 FE1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1335.See file dsdata.txt to determine how the superseded data were derived.
 FE1335
 FE1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE299235(NAD 83)
 FE1335_MARKER: DB = BENCH MARK DISK
 FE1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1335_STAMPING: P 90 1957
 FE1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1335+STABILITY: SURFACE MOTION
 FE1335
 FE1335  HISTORY     - Date     Condition        Report By
 FE1335  HISTORY     - 1957     MONUMENTED       CGS
 FE1335  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1335
 FE1335                          STATION DESCRIPTION
 FE1335
 FE1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1335'4.7 MI W FROM DIXONVILLE.
 FE1335'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1335'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1335'GRAVEL ROAD, THENCE 2.2 MILES SOUTH-SOUTHWEST ALONG A GRAVEL
 FE1335'ROAD, 45 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 115 FEET
 FE1335'SOUTHWEST OF A POWER LINE POLE, 72 FEET NORTH OF THE CENTER OF
 FE1335'THE JUNCTION OF THE GRAVEL ROAD AND A DRIVEWAY LEADING
 FE1335'NORTH-NORTHWEST, 16 FEET EAST-NORTHEAST OF THE CENTER OF A
 FE1335'CATTLE GUARD, 6 FEET EAST NORTHEAST OF A CONCRETE GATEPOST
 FE1335'PAINTED YELLOW AND STENCILED IN RED PAINT POSTED NO HUNTING C.B.
 FE1335'LUCADO, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW
 FE1335'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1335'PROJECTING 3 INCHES.
 FE1335
 FE1335                          STATION RECOVERY (2002)
 FE1335
 FE1335'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1610 ***********************************************************************
 FE1610  DESIGNATION -  P 91
 FE1610  PID         -  FE1610
 FE1610  STATE/COUNTY-  TN/LAUDERDALE
 FE1610  USGS QUAD   -  GOLDDUST (1983)
 FE1610
 FE1610                         *CURRENT SURVEY CONTROL
 FE1610  ___________________________________________________________________
 FE1610* NAD 83(1986)-  35 42 38.     (N)    089 47 07.     (W)     SCALED    
 FE1610* NAVD 88     -        76.371  (meters)     250.56   (feet)  ADJUSTED  
 FE1610  ___________________________________________________________________
 FE1610  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1610  DYNAMIC HT  -          76.307 (meters)     250.35  (feet)  COMP
 FE1610  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1610
 FE1610  VERT ORDER  -  FIRST     CLASS II
 FE1610
 FE1610.The horizontal coordinates were scaled from a topographic map and have
 FE1610.an estimated accuracy of +/- 6 seconds.
 FE1610
 FE1610.The orthometric height was determined by differential leveling
 FE1610.and adjusted by the National Geodetic Survey in June 1991..
 FE1610
 FE1610.The geoid height was determined by GEOID03.
 FE1610
 FE1610.The dynamic height is computed by dividing the NAVD 88
 FE1610.geopotential number by the normal gravity value computed on the
 FE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1610.degrees latitude (g = 980.6199 gals.).
 FE1610
 FE1610.The modeled gravity was interpolated from observed gravity values.
 FE1610
 FE1610;                    North         East    Units  Estimated Accuracy
 FE1610;SPC TN       -   159,420.      257,570.      MT  (+/- 180 meters Scaled)
 FE1610
 FE1610                          SUPERSEDED SURVEY CONTROL
 FE1610
 FE1610  NGVD 29 (??/??/??)   76.330  (m)          250.43   (f) ADJUSTED    1 2
 FE1610
 FE1610.Superseded values are not recommended for survey control.
 FE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1610.See file dsdata.txt to determine how the superseded data were derived.
 FE1610
 FE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE480554(NAD 83)
 FE1610_MARKER: DB = BENCH MARK DISK
 FE1610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1610_SP_SET: 40 FEET
 FE1610_STAMPING: P 91 1957
 FE1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1610
 FE1610  HISTORY     - Date     Condition        Report By
 FE1610  HISTORY     - 1957     MONUMENTED       CGS
 FE1610  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1610
 FE1610                          STATION DESCRIPTION
 FE1610
 FE1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1610'5.4 MI NW FROM THREE POINT.
 FE1610'5.4 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 FE1610'STATE HIGHWAY 87 AT THREE POINT, AT THE OUTSIDE OF A LONG CURVE,
 FE1610'152 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 173 FEET WEST
 FE1610'OF THE CENTER OF THE JUNCTION OF THE ASPHALT ROAD AND A ROAD
 FE1610'LEADING WEST-SOUTHWEST, 64 FEET NORTHWEST OF THE CENTER LINE OF
 FE1610'THE ROAD LEADING WEST-SOUTHWEST, 66 1/2 FEET NORTHEAST OF THE
 FE1610'NORTH CORNER OF A TENANT HOUSE OWNED BY CHARLEY WALKER, 35 FEET
 FE1610'NORTHEAST OF A LONE 48-INCH PECAN TREE, 16 FEET EAST-SOUTHEAST
 FE1610'OF A WELL PUMP, 27 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARDEN
 FE1610'FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE CONCRETE WITNESS POST, 1
 FE1610'FOOT ABOVE THE LEVEL OF THE ROAD, A DISK ON TOP OF A COPPER
 FE1610'COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4 INCH
 FE1610'TILE PROJECTING 4 INCHES ABOVE THE GROUND.  ROD WAS DRIVEN TO A
 FE1610'DEPTH OF 40 FEET.
 FE1610
 FE1610                          STATION RECOVERY (2002)
 FE1610
 FE1610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1610'AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1385 ***********************************************************************
 FE1385  DESIGNATION -  P 92
 FE1385  PID         -  FE1385
 FE1385  STATE/COUNTY-  TN/SHELBY
 FE1385  USGS QUAD   -  MILLINGTON (1997)
 FE1385
 FE1385                         *CURRENT SURVEY CONTROL
 FE1385  ___________________________________________________________________
 FE1385* NAD 83(1986)-  35 20 28.     (N)    089 53 34.     (W)     SCALED    
 FE1385* NAVD 88     -        82.332  (meters)     270.12   (feet)  ADJUSTED  
 FE1385  ___________________________________________________________________
 FE1385  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1385  DYNAMIC HT  -          82.259 (meters)     269.88  (feet)  COMP
 FE1385  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1385
 FE1385  VERT ORDER  -  FIRST     CLASS I
 FE1385
 FE1385.The horizontal coordinates were scaled from a topographic map and have
 FE1385.an estimated accuracy of +/- 6 seconds.
 FE1385
 FE1385.The orthometric height was determined by differential leveling
 FE1385.and adjusted by the National Geodetic Survey in June 1991..
 FE1385
 FE1385.The geoid height was determined by GEOID03.
 FE1385
 FE1385.The dynamic height is computed by dividing the NAVD 88
 FE1385.geopotential number by the normal gravity value computed on the
 FE1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1385.degrees latitude (g = 980.6199 gals.).
 FE1385
 FE1385.The modeled gravity was interpolated from observed gravity values.
 FE1385
 FE1385;                    North         East    Units  Estimated Accuracy
 FE1385;SPC TN       -   118,850.      246,220.      MT  (+/- 180 meters Scaled)
 FE1385
 FE1385                          SUPERSEDED SURVEY CONTROL
 FE1385
 FE1385  NGVD 29 (??/??/??)   82.293  (m)          269.99   (f) ADJUSTED    1 1
 FE1385
 FE1385.Superseded values are not recommended for survey control.
 FE1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1385.See file dsdata.txt to determine how the superseded data were derived.
 FE1385
 FE1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE370147(NAD 83)
 FE1385_MARKER: DB = BENCH MARK DISK
 FE1385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1385_SP_SET: BUILDING
 FE1385_STAMPING: P 92 1957
 FE1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1385+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1385
 FE1385  HISTORY     - Date     Condition        Report By
 FE1385  HISTORY     - 1957     MONUMENTED       CGS
 FE1385  HISTORY     - 1974     GOOD             NGS
 FE1385  HISTORY     - 20021003 GOOD             USACE
 FE1385
 FE1385                          STATION DESCRIPTION
 FE1385
 FE1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1385'AT MILLINGTON.
 FE1385'AT MILLINGTON, ABOUT 0.1 MILE SOUTHWEST OF THE ILLINOIS CENTRAL
 FE1385'RAILROAD STATION, 49 YARDS EAST-NORTHEAST OF THE CENTER OF THE
 FE1385'CROSSING OF RAILROAD AND NAVY ROAD, 46 FEET NORTH OF THE CENTER
 FE1385'LINE OF NAVY ROAD, 84 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 FE1385'MAIN TRACK, AT A 2-STORY WHITE BRICK BUILDING (NOW ATLANTIC
 FE1385'RENT-A-CAR), SET VERTICALLY IN THE SOUTH FACE OF BUILDING, 1 FOOT
 FE1385'EAST OF THE SOUTHWEST CORNER AND 2.7 FEET ABOVE SIDEWALK.
 FE1385
 FE1385                          STATION RECOVERY (2002)
 FE1385
 FE1385'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1385'BUILDING NOW OCCUPIED BY CHUCK'S VARIETY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1351 ***********************************************************************
 FE1351  DESIGNATION -  P 93
 FE1351  PID         -  FE1351
 FE1351  STATE/COUNTY-  TN/TIPTON
 FE1351  USGS QUAD   -  MUNFORD (1983)
 FE1351
 FE1351                         *CURRENT SURVEY CONTROL
 FE1351  ___________________________________________________________________
 FE1351* NAD 83(1986)-  35 26 27.     (N)    089 46 43.     (W)     SCALED    
 FE1351* NAVD 88     -       132.320  (meters)     434.12   (feet)  ADJUSTED  
 FE1351  ___________________________________________________________________
 FE1351  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1351  DYNAMIC HT  -         132.204 (meters)     433.74  (feet)  COMP
 FE1351  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 FE1351
 FE1351  VERT ORDER  -  FIRST     CLASS I
 FE1351
 FE1351.The horizontal coordinates were scaled from a topographic map and have
 FE1351.an estimated accuracy of +/- 6 seconds.
 FE1351
 FE1351.The orthometric height was determined by differential leveling
 FE1351.and adjusted by the National Geodetic Survey in June 1991..
 FE1351
 FE1351.The geoid height was determined by GEOID03.
 FE1351
 FE1351.The dynamic height is computed by dividing the NAVD 88
 FE1351.geopotential number by the normal gravity value computed on the
 FE1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1351.degrees latitude (g = 980.6199 gals.).
 FE1351
 FE1351.The modeled gravity was interpolated from observed gravity values.
 FE1351
 FE1351;                    North         East    Units  Estimated Accuracy
 FE1351;SPC TN       -   129,500.      257,010.      MT  (+/- 180 meters Scaled)
 FE1351
 FE1351                          SUPERSEDED SURVEY CONTROL
 FE1351
 FE1351  NGVD 29 (??/??/??)  132.295  (m)          434.04   (f) ADJUSTED    1 1
 FE1351
 FE1351.Superseded values are not recommended for survey control.
 FE1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1351.See file dsdata.txt to determine how the superseded data were derived.
 FE1351
 FE1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE477254(NAD 83)
 FE1351_MARKER: DB = BENCH MARK DISK
 FE1351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1351_SP_SET: BUILDING
 FE1351_STAMPING: P 93 1957
 FE1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1351+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1351
 FE1351  HISTORY     - Date     Condition        Report By
 FE1351  HISTORY     - 1957     MONUMENTED       CGS
 FE1351  HISTORY     - 1974     GOOD             NGS
 FE1351  HISTORY     - 20021003 GOOD             USACE
 FE1351
 FE1351                          STATION DESCRIPTION
 FE1351
 FE1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1351'AT ATOKA.
 FE1351'AT ATOKA, 0.1 MILE NORTHWEST OF THE ILLINOIS CENTRAL RAILROAD,
 FE1351'SET VERTICALLY IN THE EAST FACE OF THE SOUTH ADDITION OF THE
 FE1351'ATOKA METHODIST CHURCH, 104 FEET SOUTH OF THE CENTER LINE OF
 FE1351'THE ATOKA-MUNFORD ASPHALT ROAD, 24 FEET NORTH OF THE SOUTHEAST
 FE1351'CORNER OF CHURCH BUILDING, 1 FOOT SOUTH OF THE NORTHEAST CORNER
 FE1351'OF THE SOUTH ADDITION, 2 1/2 FEET ABOVE GROUND.  NOTE-- MARK
 FE1351'ALSO 0.6 MILE EAST ALONG ATOKA-MUNFORD ROAD FROM THE
 FE1351'INTERSECTION OF U.S. 51 AT CROSSTOWN.
 FE1351
 FE1351                          STATION RECOVERY (2002)
 FE1351
 FE1351'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0872 ***********************************************************************
 GD0872  DESIGNATION -  P 95
 GD0872  PID         -  GD0872
 GD0872  STATE/COUNTY-  TN/DYER
 GD0872  USGS QUAD   -  TENNEMO (1983)
 GD0872
 GD0872                         *CURRENT SURVEY CONTROL
 GD0872  ___________________________________________________________________
 GD0872* NAD 83(1995)-  36 09 39.94698(N)    089 34 14.31010(W)     ADJUSTED  
 GD0872* NAVD 88     -        81.933  (meters)     268.81   (feet)  ADJUSTED  
 GD0872  ___________________________________________________________________
 GD0872  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GD0872  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0872  DYNAMIC HT  -          81.865 (meters)     268.59  (feet)  COMP
 GD0872  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GD0872
 GD0872  HORZ ORDER  -  SECOND
 GD0872  VERT ORDER  -  FIRST     CLASS II
 GD0872
 GD0872.The horizontal coordinates were established by classical geodetic methods
 GD0872.and adjusted by the National Geodetic Survey in April 1999..
 GD0872
 GD0872.The orthometric height was determined by differential leveling
 GD0872.and adjusted by the National Geodetic Survey in June 1991..
 GD0872
 GD0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0872
 GD0872.The geoid height was determined by GEOID03.
 GD0872
 GD0872.The dynamic height is computed by dividing the NAVD 88
 GD0872.geopotential number by the normal gravity value computed on the
 GD0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0872.degrees latitude (g = 980.6199 gals.).
 GD0872
 GD0872.The modeled gravity was interpolated from observed gravity values.
 GD0872
 GD0872;                    North         East     Units Scale Factor Converg.
 GD0872;SPC TN       -   208,650.117   278,796.455   MT  0.99996464   -2 05 25.4
 GD0872;SPC TN       -   684,546.26    914,684.70   sFT  0.99996464   -2 05 25.4
 GD0872;SPC MO E     -    36,765.997   333,619.166   MT  1.00001946   +0 32 54.3
 GD0872;UTM  16      - 4,004,878.678   268,762.538   MT  1.00025888   -1 31 03.0
 GD0872
 GD0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0872!SPC TN       -   0.99999159  x   0.99996464  =   0.99995623
 GD0872!SPC MO E     -   0.99999159  x   1.00001946  =   1.00001105
 GD0872!UTM  16      -   0.99999159  x   1.00025888  =   1.00025047
 GD0872
 GD0872                          SUPERSEDED SURVEY CONTROL
 GD0872
 GD0872  NAD 83(1995)-  36 09 39.95114(N)    089 34 14.31127(W) AD(       ) 2
 GD0872  NAD 83(1995)-  36 09 39.95123(N)    089 34 14.31213(W) AD(       ) 2
 GD0872  NAD 83(1986)-  36 09 39.95841(N)    089 34 14.30958(W) AD(       ) 2
 GD0872  NAD 27      -  36 09 39.70710(N)    089 34 14.03210(W) AD(       ) 2
 GD0872  NGVD 29 (??/??/??)   81.861  (m)          268.57   (f) ADJUSTED    1 2
 GD0872
 GD0872.Superseded values are not recommended for survey control.
 GD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0872.See file dsdata.txt to determine how the superseded data were derived.
 GD0872
 GD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6876304879(NAD 83)
 GD0872_MARKER: DB = BENCH MARK DISK
 GD0872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0872_SP_SET: 72 FEET
 GD0872_STAMPING: P 95 1957
 GD0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0872
 GD0872  HISTORY     - Date     Condition        Report By
 GD0872  HISTORY     - 1957     MONUMENTED       CGS
 GD0872  HISTORY     - 1959     GOOD             CGS
 GD0872  HISTORY     - 1959     POOR             CGS
 GD0872
 GD0872                          STATION DESCRIPTION
 GD0872
 GD0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0872'AT TENNEMO.
 GD0872'AT TENNEMO, ALONG STATE HIGHWAY 103, ABOUT 0.9 MILE WEST ALONG
 GD0872'HIGHWAY 103 FROM CROSSING OF NEW LEVEE AND HIGHWAY, 427 FEET
 GD0872'EAST-NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A GRAVEL
 GD0872'ROAD SOUTH ALONG OLD LEVEE, 58 1/2 FEET NORTH OF CENTER LINE OF
 GD0872'HIGHWAY, 82 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF A TENANT
 GD0872'HOUSE OWNED IN 1957 BY MR. E.W. PEERY, 42 3/4 FEET EAST-SOUTHEAST
 GD0872'OF A WELL, 7 FEET SOUTH OF A LONG 26-INCH BLACK WALNUT TREE, 38 FEET
 GD0872'NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET
 GD0872'SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 GD0872'HIGHWAY AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 1
 GD0872'INCH AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.
 GD0872'THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.  NOTE-- LOOSE IN TILE.
 GD0872
 GD0872                          STATION RECOVERY (1959)
 GD0872
 GD0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GD0872'THE STATION IS ABOUT 4 MILES WEST OF THE SMALL VILLAGE OF MISTON,
 GD0872'ABOUT 2 MILES EAST OF THE MISSISSIPPI RIVER, ON THE NORTH SIDE OF
 GD0872'STATE HIGHWAY 103.
 GD0872'
 GD0872'BENCH MARK P 95 IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK SET
 GD0872'IN THE TOP OF A 4 INCH TILE THAT PROJECTS 1 INCH.  THE DISK IS
 GD0872'STAMPED P 95 1957.  IT IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST,
 GD0872'13 FEET NORTHWEST OF A TWIN TRUNK TREE, 38 FEET NORTH OF A WIRE
 GD0872'FENCE AND 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 103.
 GD0872
 GD0872                          STATION RECOVERY (1959)
 GD0872
 GD0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GD0872'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1545 ***********************************************************************
 FE1545  DESIGNATION -  P 96
 FE1545  PID         -  FE1545
 FE1545  STATE/COUNTY-  TN/LAUDERDALE
 FE1545  USGS QUAD   -  CHIC (1983)
 FE1545
 FE1545                         *CURRENT SURVEY CONTROL
 FE1545  ___________________________________________________________________
 FE1545* NAD 83(1986)-  35 52 58.     (N)    089 38 15.     (W)     SCALED    
 FE1545* NAVD 88     -        76.931  (meters)     252.40   (feet)  ADJUSTED  
 FE1545  ___________________________________________________________________
 FE1545  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE1545  DYNAMIC HT  -          76.866 (meters)     252.18  (feet)  COMP
 FE1545  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 FE1545
 FE1545  VERT ORDER  -  FIRST     CLASS II
 FE1545
 FE1545.The horizontal coordinates were scaled from a topographic map and have
 FE1545.an estimated accuracy of +/- 6 seconds.
 FE1545
 FE1545.The orthometric height was determined by differential leveling
 FE1545.and adjusted by the National Geodetic Survey in June 1991..
 FE1545
 FE1545.The geoid height was determined by GEOID03.
 FE1545
 FE1545.The dynamic height is computed by dividing the NAVD 88
 FE1545.geopotential number by the normal gravity value computed on the
 FE1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1545.degrees latitude (g = 980.6199 gals.).
 FE1545
 FE1545.The modeled gravity was interpolated from observed gravity values.
 FE1545
 FE1545;                    North         East    Units  Estimated Accuracy
 FE1545;SPC TN       -   178,010.      271,640.      MT  (+/- 180 meters Scaled)
 FE1545
 FE1545                          SUPERSEDED SURVEY CONTROL
 FE1545
 FE1545  NGVD 29 (??/??/??)   76.875  (m)          252.21   (f) ADJUSTED    1 2
 FE1545
 FE1545.Superseded values are not recommended for survey control.
 FE1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1545.See file dsdata.txt to determine how the superseded data were derived.
 FE1545
 FE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE619741(NAD 83)
 FE1545_MARKER: P = PIPE CAP
 FE1545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1545_STAMPING: P 96 1957
 FE1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1545
 FE1545  HISTORY     - Date     Condition        Report By
 FE1545  HISTORY     - 1957     MONUMENTED       CGS
 FE1545  HISTORY     - 1964     MARK NOT FOUND   USGS
 FE1545
 FE1545                          STATION DESCRIPTION
 FE1545
 FE1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1545'3.1 MI S FROM HALES POINT.
 FE1545'3.1 MILES SOUTH AND WEST ALONG A GRAVEL ROAD LEADING TO BARR FROM
 FE1545'THE JUNCTION OF STATE HIGHWAY 88 AND BAPTIST CHURCH AT HALES
 FE1545'POINT, ABOUT 0.25 MILE WEST OF A CURVE IN ROAD WITH TANGENTS
 FE1545'EXTENDING WEST AND NORTH, NEAR THE EAST EDGE OF A SWAMPY AREA, 37
 FE1545'FEET NORTH OF CENTER LINE OF ROAD, 91 FEET EAST-NORTHEAST OF A
 FE1545'POWER POLE, 24 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED
 FE1545'30-INCH HACKBERRY TREE, 2 1/2 FEET WEST OF A CONCRETE WITNESS
 FE1545'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND IS A DISK WELDED ON
 FE1545'TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 FE1545'NOTE-- THE DESCRIBED AREA IS NOW A DEEP DITCH.
 FE1545
 FE1545                          STATION RECOVERY (1964)
 FE1545
 FE1545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FE1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0924 ***********************************************************************
 GA0924  DESIGNATION -  P 97
 GA0924  PID         -  GA0924
 GA0924  STATE/COUNTY-  TN/HAWKINS
 GA0924  USGS QUAD   -  LOVELACE (1971)
 GA0924
 GA0924                         *CURRENT SURVEY CONTROL
 GA0924  ___________________________________________________________________
 GA0924* NAD 83(1986)-  36 28 41.     (N)    082 41 52.     (W)     SCALED    
 GA0924* NAVD 88     -       445.132  (meters)    1460.40   (feet)  ADJUSTED  
 GA0924  ___________________________________________________________________
 GA0924  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0924  DYNAMIC HT  -         444.729 (meters)    1459.08  (feet)  COMP
 GA0924  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA0924
 GA0924  VERT ORDER  -  SECOND    CLASS 0
 GA0924
 GA0924.The horizontal coordinates were scaled from a topographic map and have
 GA0924.an estimated accuracy of +/- 6 seconds.
 GA0924
 GA0924.The orthometric height was determined by differential leveling
 GA0924.and adjusted by the National Geodetic Survey in June 1991..
 GA0924
 GA0924.The geoid height was determined by GEOID03.
 GA0924
 GA0924.The dynamic height is computed by dividing the NAVD 88
 GA0924.geopotential number by the normal gravity value computed on the
 GA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0924.degrees latitude (g = 980.6199 gals.).
 GA0924
 GA0924.The modeled gravity was interpolated from observed gravity values.
 GA0924
 GA0924;                    North         East    Units  Estimated Accuracy
 GA0924;SPC TN       -   242,950.      895,880.      MT  (+/- 180 meters Scaled)
 GA0924
 GA0924                          SUPERSEDED SURVEY CONTROL
 GA0924
 GA0924  NGVD 29 (??/??/92)  445.277  (m)         1460.88   (f) ADJ UNCH    2 0
 GA0924
 GA0924.Superseded values are not recommended for survey control.
 GA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0924.See file dsdata.txt to determine how the superseded data were derived.
 GA0924
 GA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA479383(NAD 83)
 GA0924_MARKER: DB = BENCH MARK DISK
 GA0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0924_STAMPING: P 97 1935
 GA0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0924+STABILITY: SURFACE MOTION
 GA0924
 GA0924  HISTORY     - Date     Condition        Report By
 GA0924  HISTORY     - 1935     MONUMENTED       CGS
 GA0924  HISTORY     - 1939     GOOD             NGS
 GA0924
 GA0924                          STATION DESCRIPTION
 GA0924
 GA0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GA0924'4.6 MI S FROM CHURCH HILL.
 GA0924'4.6 MILES SOUTH ALONG THE BLAIR GAP ROAD FROM THE POST OFFICE AT
 GA0924'CHURCH HILL, HAWKINS COUNTY, AT THE GILBERT PROPERTY, 60 FEET
 GA0924'WEST OF THE CENTERLINE OF THE ROAD, 50 FEET NORTHEAST OF THE A.W.
 GA0924'GULBERT RESIDENCE, 30 FEET NORTH OF THE H.W. GULBERT STORE, AND 5
 GA0924'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED P 97 1935
 GA0924'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0923 ***********************************************************************
 GA0923  DESIGNATION -  P 97 X
 GA0923  PID         -  GA0923
 GA0923  STATE/COUNTY-  TN/HAWKINS
 GA0923  USGS QUAD   -  LOVELACE (1971)
 GA0923
 GA0923                         *CURRENT SURVEY CONTROL
 GA0923  ___________________________________________________________________
 GA0923* NAD 83(1986)-  36 29 19.     (N)    082 43 14.     (W)     SCALED    
 GA0923* NAVD 88     -       358.739  (meters)    1176.96   (feet)  ADJUSTED  
 GA0923  ___________________________________________________________________
 GA0923  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0923  DYNAMIC HT  -         358.415 (meters)    1175.90  (feet)  COMP
 GA0923  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 GA0923
 GA0923  VERT ORDER  -  SECOND    CLASS 0
 GA0923
 GA0923.The horizontal coordinates were scaled from a topographic map and have
 GA0923.an estimated accuracy of +/- 6 seconds.
 GA0923
 GA0923.The orthometric height was determined by differential leveling
 GA0923.and adjusted by the National Geodetic Survey in June 1991..
 GA0923
 GA0923.The geoid height was determined by GEOID03.
 GA0923
 GA0923.The dynamic height is computed by dividing the NAVD 88
 GA0923.geopotential number by the normal gravity value computed on the
 GA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0923.degrees latitude (g = 980.6199 gals.).
 GA0923
 GA0923.The modeled gravity was interpolated from observed gravity values.
 GA0923
 GA0923;                    North         East    Units  Estimated Accuracy
 GA0923;SPC TN       -   244,060.      893,800.      MT  (+/- 180 meters Scaled)
 GA0923
 GA0923                          SUPERSEDED SURVEY CONTROL
 GA0923
 GA0923  NGVD 29 (??/??/92)  358.885  (m)         1177.44   (f) ADJ UNCH    2 0
 GA0923
 GA0923.Superseded values are not recommended for survey control.
 GA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0923.See file dsdata.txt to determine how the superseded data were derived.
 GA0923
 GA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA458395(NAD 83)
 GA0923_MARKER: DB = BENCH MARK DISK
 GA0923_SETTING: 66 = SET IN ROCK OUTCROP
 GA0923_SP_SET: ROCK OUTCROP
 GA0923_STAMPING: P 97 X 1935
 GA0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0923+STABILITY: POSITION/ELEVATION WELL
 GA0923
 GA0923  HISTORY     - Date     Condition        Report By
 GA0923  HISTORY     - 1935     MONUMENTED       CGS
 GA0923
 GA0923                          STATION DESCRIPTION
 GA0923
 GA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0923'3 MI S FROM CHURCH HILL.
 GA0923'3.0 MILES SOUTH ALONG THE BLAIR GAP ROAD FROM THE POST OFFICE
 GA0923'AT CHURCH HILL, HAWKINS COUNTY, AT THE J. GILBERT RESIDENCE, 25
 GA0923'FEET NORTH OF THE HOUSE, 50 FEET WEST OF A CROSSROADS, IN THE
 GA0923'TOP OF A ROCK OUTCROP, AND 3 FEET LOWER THAN THE ROAD.  A STANDARD
 GA0923'DISK, STAMPED P 97 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0897 ***********************************************************************
 GA0897  DESIGNATION -  P 98
 GA0897  PID         -  GA0897
 GA0897  STATE/COUNTY-  TN/HAWKINS
 GA0897  USGS QUAD   -  STONY POINT (1971)
 GA0897
 GA0897                         *CURRENT SURVEY CONTROL
 GA0897  ___________________________________________________________________
 GA0897* NAD 83(1986)-  36 23 06.     (N)    082 48 44.     (W)     SCALED    
 GA0897* NAVD 88     -       375.088  (meters)    1230.60   (feet)  ADJUSTED  
 GA0897  ___________________________________________________________________
 GA0897  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0897  DYNAMIC HT  -         374.745 (meters)    1229.48  (feet)  COMP
 GA0897  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 GA0897
 GA0897  VERT ORDER  -  SECOND    CLASS 0
 GA0897
 GA0897.The horizontal coordinates were scaled from a topographic map and have
 GA0897.an estimated accuracy of +/- 6 seconds.
 GA0897
 GA0897.The orthometric height was determined by differential leveling
 GA0897.and adjusted by the National Geodetic Survey in June 1991..
 GA0897
 GA0897.The geoid height was determined by GEOID03.
 GA0897
 GA0897.The dynamic height is computed by dividing the NAVD 88
 GA0897.geopotential number by the normal gravity value computed on the
 GA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0897.degrees latitude (g = 980.6199 gals.).
 GA0897
 GA0897.The modeled gravity was interpolated from observed gravity values.
 GA0897
 GA0897;                    North         East    Units  Estimated Accuracy
 GA0897;SPC TN       -   232,290.      885,970.      MT  (+/- 180 meters Scaled)
 GA0897
 GA0897                          SUPERSEDED SURVEY CONTROL
 GA0897
 GA0897  NGVD 29 (??/??/92)  375.232  (m)         1231.07   (f) ADJ UNCH    2 0
 GA0897
 GA0897.Superseded values are not recommended for survey control.
 GA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0897.See file dsdata.txt to determine how the superseded data were derived.
 GA0897
 GA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA374281(NAD 83)
 GA0897_MARKER: DB = BENCH MARK DISK
 GA0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0897_STAMPING: P 98 1935
 GA0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0897+STABILITY: SURFACE MOTION
 GA0897
 GA0897  HISTORY     - Date     Condition        Report By
 GA0897  HISTORY     - 1935     MONUMENTED       CGS
 GA0897  HISTORY     - 1955     GOOD             NGS
 GA0897
 GA0897                          STATION DESCRIPTION
 GA0897
 GA0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0897'AT VAN HILL.
 GA0897'AT VAN HILL, HAWKINS COUNTY, ON THE BAILEYTON ROAD AT THE
 GA0897'JUNCTION OF A ROAD LEADING EAST, 20 FEET EAST OF THE CENTERLINE
 GA0897'OF THE BAILEYTON ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE
 GA0897'ROAD RUNNING EAST, 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GA0897'OF A STEEL BRIDGE, 3-1/2 FEET EAST OF A BARBWIRE FENCE, AND LEVEL
 GA0897'WITH THE ROAD.  A STANDARD DISK, STAMPED P 98 1935 AND SET IN
 GA0897'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0774 ***********************************************************************
 GA0774  DESIGNATION -  P 99
 GA0774  PID         -  GA0774
 GA0774  STATE/COUNTY-  TN/HAWKINS
 GA0774  USGS QUAD   -  BULLS GAP (1976)
 GA0774
 GA0774                         *CURRENT SURVEY CONTROL
 GA0774  ___________________________________________________________________
 GA0774* NAD 83(1986)-  36 20 32.     (N)    083 00 13.     (W)     SCALED    
 GA0774* NAVD 88     -       344.865  (meters)    1131.44   (feet)  ADJUSTED  
 GA0774  ___________________________________________________________________
 GA0774  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0774  DYNAMIC HT  -         344.548 (meters)    1130.40  (feet)  COMP
 GA0774  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 GA0774
 GA0774  VERT ORDER  -  SECOND    CLASS 0
 GA0774
 GA0774.The horizontal coordinates were scaled from a topographic map and have
 GA0774.an estimated accuracy of +/- 6 seconds.
 GA0774
 GA0774.The orthometric height was determined by differential leveling
 GA0774.and adjusted by the National Geodetic Survey in June 1991..
 GA0774
 GA0774.The geoid height was determined by GEOID03.
 GA0774
 GA0774.The dynamic height is computed by dividing the NAVD 88
 GA0774.geopotential number by the normal gravity value computed on the
 GA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0774.degrees latitude (g = 980.6199 gals.).
 GA0774
 GA0774.The modeled gravity was interpolated from observed gravity values.
 GA0774
 GA0774;                    North         East    Units  Estimated Accuracy
 GA0774;SPC TN       -   227,010.      868,950.      MT  (+/- 180 meters Scaled)
 GA0774
 GA0774                          SUPERSEDED SURVEY CONTROL
 GA0774
 GA0774  NGVD 29 (??/??/92)  345.023  (m)         1131.96   (f) ADJ UNCH    2 0
 GA0774
 GA0774.Superseded values are not recommended for survey control.
 GA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0774.See file dsdata.txt to determine how the superseded data were derived.
 GA0774
 GA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA201237(NAD 83)
 GA0774_MARKER: DB = BENCH MARK DISK
 GA0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0774_STAMPING: P 99 1935
 GA0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0774+STABILITY: SURFACE MOTION
 GA0774
 GA0774  HISTORY     - Date     Condition        Report By
 GA0774  HISTORY     - 1935     MONUMENTED       CGS
 GA0774  HISTORY     - 1949     GOOD             TVA
 GA0774
 GA0774                          STATION DESCRIPTION
 GA0774
 GA0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0774'AT PERSIA.
 GA0774'AT PERSIA, HAWKINS COUNTY, 200 YARDS WEST OF THE SCHOOL, 45 YARDS
 GA0774'EAST OF THE EAST RAIL OF THE SOUTHERN RAILWAY, AT THE CHURCH,
 GA0774'11 YARDS SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 66, 1-1/2
 GA0774'YARDS NORTH OF THE NORTH CORNER OF THE CHURCH, AND LEVEL WITH
 GA0774'THE HIGHWAY, 1.1 FEET NORTH 20 EAST TO 3 INCHES SPRUCE TREE,
 GA0774'3.0 FEET SOUTH TO NORTH CORNER CHURCH, 12.2 FEET SOUTH 70 EAST
 GA0774'TO NORTHEAST CORNER BRICK PILLAR OF PORCH.  A STANDARD DISK,
 GA0774'STAMPED P 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0774
 GA0774                          STATION RECOVERY (1949)
 GA0774
 GA0774'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3553 ***********************************************************************
 GA3553  DESIGNATION -  PACK
 GA3553  PID         -  GA3553
 GA3553  STATE/COUNTY-  TN/KNOX
 GA3553  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3553
 GA3553                         *CURRENT SURVEY CONTROL
 GA3553  ___________________________________________________________________
 GA3553* NAD 83(1995)-  36 06 27.45986(N)    083 58 46.37055(W)     ADJUSTED  
 GA3553* NAVD 88     -       407.5    (meters)    1337.     (feet)  VERTCON   
 GA3553  ___________________________________________________________________
 GA3553  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA3553  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3553
 GA3553  HORZ ORDER  -  SECOND
 GA3553
 GA3553.The horizontal coordinates were established by classical geodetic methods
 GA3553.and adjusted by the National Geodetic Survey in April 1999..
 GA3553
 GA3553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3553
 GA3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3553
 GA3553.The geoid height was determined by GEOID03.
 GA3553
 GA3553;                    North         East     Units Scale Factor Converg.
 GA3553;SPC TN       -   198,735.026   781,903.364   MT  0.99995976   +1 10 58.3
 GA3553;SPC TN       -   652,016.50  2,565,294.62   sFT  0.99995976   +1 10 58.3
 GA3553;UTM  17      - 3,999,997.944   231,788.606   MT  1.00048648   -1 45 24.9
 GA3553;UTM  16      - 4,000,111.698   771,894.624   MT  1.00051100   +1 46 51.8
 GA3553
 GA3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3553!SPC TN       -   0.99994087  x   0.99995976  =   0.99990063
 GA3553!UTM  17      -   0.99994087  x   1.00048648  =   1.00042732
 GA3553!UTM  16      -   0.99994087  x   1.00051100  =   1.00045184
 GA3553
 GA3553|---------------------------------------------------------------------|
 GA3553| PID    Reference Object                     Distance      Geod. Az  |
 GA3553|                                                           dddmmss.s |
 GA3553| DC2901 PACK RM 1                            17.396 METERS 05252     |
 GA3553| GA3552 MYNATT                              APPROX. 5.2 KM 0745502.2 |
 GA3553| DC2902 PACK RM 2                            16.993 METERS 28043     |
 GA3553|---------------------------------------------------------------------|
 GA3553
 GA3553                          SUPERSEDED SURVEY CONTROL
 GA3553
 GA3553  NAD 83(1995)-  36 06 27.46506(N)    083 58 46.37048(W) AD(       ) 2
 GA3553  NAD 83(1995)-  36 06 27.46624(N)    083 58 46.37040(W) AD(       ) 2
 GA3553  NAD 83(1995)-  36 06 27.46620(N)    083 58 46.37033(W) AD(       ) 2
 GA3553  NAD 83(1986)-  36 06 27.47185(N)    083 58 46.36848(W) AD(       ) 2
 GA3553  NAD 27      -  36 06 27.18548(N)    083 58 46.68673(W) AD(       ) 2
 GA3553  NGVD 29 (07/19/86)  407.6    (m)         1337.     (f) VERT ANG       
 GA3553
 GA3553.Superseded values are not recommended for survey control.
 GA3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3553.See file dsdata.txt to determine how the superseded data were derived.
 GA3553
 GA3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3178999998(NAD 83)
 GA3553_MARKER: DD = SURVEY DISK
 GA3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3553
 GA3553  HISTORY     - Date     Condition        Report By
 GA3553  HISTORY     - 1964     MONUMENTED       TNHD
 GA3553
 GA3553                          STATION DESCRIPTION
 GA3553
 GA3553'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3553'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF DOWNTOWN
 GA3553'KNOXVILLE.
 GA3553'
 GA3553'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 441 AND STATE
 GA3553'ROUTE 33 AT HALLS
 GA3553'CROSSROADS, GO 3.1 MILES NORTHWEST ON U.  S.  HIGHWAY 441 TO
 GA3553'HIGHLAND VIEW ROAD ON THE
 GA3553'LEFT, TURN LEFT AND GO 0.2 MILE WEST ON THE
 GA3553'PAVED ROAD TO A GRAVELED ROAD ON THE RIGHT,
 GA3553'TURN RIGHT AND GO 0.4
 GA3553'MILE NORTH AND WEST TO THE END OF THE GRAVELED ROAD, CONTINUE
 GA3553'STRAIGHT
 GA3553'AHEAD ON A TRACK ROAD FOR 0.15 MILE TO A FORK AND THE
 GA3553'STATION.
 GA3553'
 GA3553'THE STATION IS 12 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 GA3553'ROAD, 7.8 FEET NORTHWEST
 GA3553'OF A WITNESS POST AND 6 FEET EAST OF THE APPROXIMATE
 GA3553'CENTER OF A TRACK ROAD.  THE
 GA3553'SURFACE AND UNDERGROUND MARKS ARE
 GA3553'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA3553'THE DISKS ARE STAMPED
 GA3553'PACK 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA3553'SURFACE.  THE
 GA3553'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA3553'CONCRETE MONUMENT.
 GA3553'
 GA3553'REFERENCE MARK NO. 1 IS 8 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA3553'A TRACK ROAD.  IT IS A
 GA3553'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3553'10-INCH SQUARE, FLUSH, CONCRETE
 GA3553'MONUMENT AND THE DISK IS STAMPED PACK
 GA3553'RM-1 1964.
 GA3553'
 GA3553'REFERENCE MARK NO2 IS 7 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GA3553'OF A TRACK ROAD. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3553'SET IN A 10 INCH SQUARE FLUSH CONCRETE MONUMENT AND THE DISK IS
 GA3553'STAMPED PACK RM 2 1964.
 GA3553'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS A SUITABLE
 GA3553'LOCATION WAS NOT FOUND.
 GA3553'
 GA3553'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA3553'
 GA3553'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2477 ***********************************************************************
 GA2477  DESIGNATION -  PACK AZ MK
 GA2477  PID         -  GA2477
 GA2477  STATE/COUNTY-  TN/KNOX
 GA2477  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2477
 GA2477                         *CURRENT SURVEY CONTROL
 GA2477  ___________________________________________________________________
 GA2477* NAD 83(1986)-  36 06 12.     (N)    083 58 18.     (W)     SCALED    
 GA2477* NAVD 88     -       366.805  (meters)    1203.43   (feet)  ADJUSTED  
 GA2477  ___________________________________________________________________
 GA2477  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2477  DYNAMIC HT  -         366.465 (meters)    1202.31  (feet)  COMP
 GA2477  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 GA2477
 GA2477  VERT ORDER  -  SECOND    CLASS 0
 GA2477
 GA2477.The horizontal coordinates were scaled from a topographic map and have
 GA2477.an estimated accuracy of +/- 6 seconds.
 GA2477
 GA2477.The orthometric height was determined by differential leveling
 GA2477.and adjusted by the National Geodetic Survey in June 1991..
 GA2477
 GA2477.The geoid height was determined by GEOID03.
 GA2477
 GA2477.The dynamic height is computed by dividing the NAVD 88
 GA2477.geopotential number by the normal gravity value computed on the
 GA2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2477.degrees latitude (g = 980.6199 gals.).
 GA2477
 GA2477.The modeled gravity was interpolated from observed gravity values.
 GA2477
 GA2477;                    North         East    Units  Estimated Accuracy
 GA2477;SPC TN       -   198,270.      782,620.      MT  (+/- 180 meters Scaled)
 GA2477
 GA2477                          SUPERSEDED SURVEY CONTROL
 GA2477
 GA2477  NGVD 29 (??/??/??)  366.98   (m)         1204.0    (f) RESET       3  
 GA2477
 GA2477.Superseded values are not recommended for survey control.
 GA2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2477.See file dsdata.txt to determine how the superseded data were derived.
 GA2477
 GA2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV324995(NAD 83)
 GA2477_MARKER: DD = SURVEY DISK
 GA2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2477_STAMPING: PACK AZI 1964
 GA2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2477+STABILITY: SURFACE MOTION
 GA2477
 GA2477  HISTORY     - Date     Condition        Report By
 GA2477  HISTORY     - 1964     MONUMENTED       TNHD
 GA2477  HISTORY     - 1981     GOOD             NGS
 GA2477
 GA2477                          STATION DESCRIPTION
 GA2477
 GA2477'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2477'3.3 MI NW FROM KNOXVILLE.
 GA2477'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2477'HALLS CROSSROADS, GO NORTHWEST ON THE U.S. HIGHWAY 441 FOR 3.3
 GA2477'MILES TO THE MARK ON THE RIGHT.  THE MARK IS 49 FEET NORTHEAST OF
 GA2477'THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 37 FEET SOUTH-SOUTHEAST
 GA2477'OF AN 8-INCH CEDAR TREE, 36 FEET SOUTH OF A 7-INCH CEDAR TREE,
 GA2477'ABOUT 8 FEET ABOVE THE PAVEMENT AND 3.6 FEET SOUTH OF A METAL
 GA2477'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2477'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2477
 GA2477                          STATION RECOVERY (1981)
 GA2477
 GA2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GA2477'IT IS ABOUT 150 FEET NORTHWEST OF INTERSECTION OF HIGHWAY 441 AND
 GA2477'HIGHLAND VIEW LANE, 19 FEET NORTHEAST OF A 10 INCH PINE TREE AND HAS
 GA2477'2 IRON PINS DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2232 ***********************************************************************
 FE2232  DESIGNATION -  PALESTINE
 FE2232  PID         -  FE2232
 FE2232  STATE/COUNTY-  TN/CARROLL
 FE2232  USGS QUAD   -  CLARKSBURG (1986)
 FE2232
 FE2232                         *CURRENT SURVEY CONTROL
 FE2232  ___________________________________________________________________
 FE2232* NAD 83(1995)-  35 51 27.81313(N)    088 28 42.32688(W)     ADJUSTED  
 FE2232* NAVD 88     -       190.58   (+/-2cm)     625.3    (feet)  VERTCON   
 FE2232  ___________________________________________________________________
 FE2232  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FE2232  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2232
 FE2232  HORZ ORDER  -  SECOND
 FE2232  VERT ORDER  -  THIRD ? (See Below)
 FE2232
 FE2232.The horizontal coordinates were established by classical geodetic methods
 FE2232.and adjusted by the National Geodetic Survey in April 1999..
 FE2232
 FE2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2232.The vertical order pertains to the NGVD 29 superseded value.
 FE2232
 FE2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2232
 FE2232.The geoid height was determined by GEOID03.
 FE2232
 FE2232;                    North         East     Units Scale Factor Converg.
 FE2232;SPC TN       -   171,964.119   376,170.905   MT  0.99994849   -1 27 03.5
 FE2232;SPC TN       -   564,185.61  1,234,154.04   sFT  0.99994849   -1 27 03.5
 FE2232;UTM  16      - 3,969,177.342   366,509.534   MT  0.99981958   -0 51 58.1
 FE2232
 FE2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2232!SPC TN       -   0.99997453  x   0.99994849  =   0.99992302
 FE2232!UTM  16      -   0.99997453  x   0.99981958  =   0.99979411
 FE2232
 FE2232:                Primary Azimuth Mark                     Grid Az
 FE2232:SPC TN       -  PALESTINE AZ MK                          134 41 59.1
 FE2232:UTM  16      -  PALESTINE AZ MK                          134 06 53.7
 FE2232
 FE2232|---------------------------------------------------------------------|
 FE2232| PID    Reference Object                     Distance      Geod. Az  |
 FE2232|                                                           dddmmss.s |
 FE2232| CG4767 PALESTINE AZ MK                                    1331455.6 |
 FE2232| CG4768 PALESTINE RM 1                       35.613 METERS 14123     |
 FE2232| CG4769 PALESTINE RM 2                       42.261 METERS 27432     |
 FE2232| FE2294 HOWLEY                              APPROX. 6.2 KM 2965932.6 |
 FE2232|---------------------------------------------------------------------|
 FE2232
 FE2232                          SUPERSEDED SURVEY CONTROL
 FE2232
 FE2232  NAD 83(1995)-  35 51 27.81599(N)    088 28 42.33317(W) AD(       ) 2
 FE2232  NAD 83(1986)-  35 51 27.82397(N)    088 28 42.32735(W) AD(       ) 2
 FE2232  NAD 27      -  35 51 27.59200(N)    088 28 42.14400(W) AD(       ) 2
 FE2232  NGVD 29 (07/19/86)  190.61   (m)          625.4    (f) LEVELING    3  
 FE2232
 FE2232.Superseded values are not recommended for survey control.
 FE2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2232.See file dsdata.txt to determine how the superseded data were derived.
 FE2232
 FE2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6651069177(NAD 83)
 FE2232_MARKER: DS = TRIANGULATION STATION DISK
 FE2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2232
 FE2232  HISTORY     - Date     Condition        Report By
 FE2232  HISTORY     - 1934     MONUMENTED       CGS
 FE2232  HISTORY     - 1972     GOOD             TVA
 FE2232  HISTORY     - 1975     GOOD             NGS
 FE2232
 FE2232                          STATION DESCRIPTION
 FE2232
 FE2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2232'ABOUT 5 MILES EAST OF CEDAR GROVE, ABOUT 4 MILES WEST-SOUTHWEST OF
 FE2232'CLARKSBURG, 4 MILES SOUTHEAST OF U.S. ROUTE 70, ON PROPERTY OF OLD
 FE2232'PALESTINE CHURCH, 12 FEET WEST OF SOUTHWEST CORNER OF CHURCH, 25
 FE2232'FEET NORTH OF CENTER LINE OF ROAD, AND 18 YARDS SOUTHEAST OF 22-INCH
 FE2232'WHITE OAK TREE. TO REACH FROM HUNTINGDON, FOLLOW U.S. ROUTE 70
 FE2232'SOUTHWEST 11.8 MILES AND TURN LEFT ONTO DIRT ROAD AT OLD STORE
 FE2232'BUILDING, GO 0.4 MILE TO FORK, TURN LEFT, CONTINUE 0.1 MILE TO FORK,
 FE2232'TURN LEFT, GO 0.6 MILE TO FORK, TURN LEFT, GO 0.95 MILE TO FORK, TURN
 FE2232'RIGHT, GO 2.65 MILES TO JUMBO, TURN RIGHT AT CROSSROAD, AND GO 0.95
 FE2232'MILE TO GRAVEYARD ON RIGHT AND CHURCH AND STATION SITE ON LEFT.
 FE2232'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FE2232'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2232'REFERENCE DISKS IN CONCRETE.  NO. 1 IS IN NORTH EDGE OF
 FE2232'CEMETERY, 15 FEET SOUTH OF CENTER LINE OF ROAD, 5 FEET NORTH OF
 FE2232'12-INCH PINE TREE, AND 116.84 FEET FROM STATION S 38 DEG
 FE2232'37 MIN E. NO. 2 IS 14 FEET SOUTH OF CENTER LINE OF ROAD, 9 FEET NORTH
 FE2232'OF 14-INCH OAK TREE, AND 138.66 FEET FROM STATION N 85 DEG
 FE2232'28 MIN W. AZIMUTH MARK IS 90 YARDS NORTHWEST OF ROAD FORKS, 6
 FE2232'YARDS WEST OF CENTER LINE OF ROAD, 1 YARD SOUTH OF 10-INCH OAK TREE,
 FE2232'ABOUT 1-1/2 FEET BELOW ROAD ELEVATION, AND 0.2 MILE FROM STATION
 FE2232'S 18 DEG 03 MIN E.
 FE2232
 FE2232                          STATION RECOVERY (1972)
 FE2232
 FE2232'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2232'CONDITION OF POINT WHEN FOUND GOOD.
 FE2232'
 FE2232'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PALESTINE 1934.
 FE2232'
 FE2232'ADD--
 FE2232'53.7 N 15 E OF N CORNER OF MISSOURI BAUMGARDNER TOMBSTONE.
 FE2232'PROJECTS 8 INCHES.
 FE2232'
 FE2232'PALESTINE RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2232'
 FE2232'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PALESTINE NO. 1
 FE2232'1934.
 FE2232'
 FE2232'ADD
 FE2232'9.6 N 20 W OF NW CORNER OF JOHN MORGAN TOMBSTONE.
 FE2232'
 FE2232'PALESTINE RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2232'
 FE2232'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PALESTINE NO. 2
 FE2232'1934.
 FE2232'
 FE2232'ADD
 FE2232'10.7 NSE OF 14 INCH HICKORY.
 FE2232'51.0 S 30 W OF DANIEL COLLINS TOMBSTONE.
 FE2232'PROJECTS 8 INCHES.
 FE2232'
 FE2232'PALESTINE AZ MK-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE2232'
 FE2232'BANK CUT DOWN.
 FE2232'
 FE2232'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.4 MILES W CLARKSBURG.
 FE2232
 FE2232                          STATION RECOVERY (1975)
 FE2232
 FE2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE2232'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FE2232'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE
 FE2232'BEEN DESTROYED BY ROAD GRADING.  THE DISTANCE TO THE REFERENCE
 FE2232'MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A NEW
 FE2232'DESCRIPTION FOLLOWS--
 FE2232'
 FE2232'THE STATION IS 75 FEET NORTHWEST OF THE NORTH EDGE OF TOMBSTONE
 FE2232'PENDERGRASS WILLIAMI ZORAE, 53 FEET NORTH OF THE NORTH CORNER OF
 FE2232'A TOMBSTONE BAUMGARDNER MISSOURI BILLY, 25 FEET NORTH OF THE
 FE2232'CENTERLINE OF CHURCH DRIVEWAY, AND 12 FEET SOUTHWEST OF THE
 FE2232'SOUTHWEST CORNER OF FRAME CHURCH.  THE MONUMENT PROJECTS 6 INCHES
 FE2232'AND THE DISK IS STAMPED PALESTINE 1934.
 FE2232'
 FE2232'TO REACH THE STATION FROM THE U.S. POST OFFICE AT CLARKSBURG, GO
 FE2232'NORTH ON STATE HIGHWAY 22 FOR 0.05 MILE TO A PAVED ROAD LEFT.  TURN
 FE2232'LEFT AND GO SOUTHWESTERLY ON THE PAVED ROAD FOR 4.75 MILES TO A
 FE2232'CROSSROAD.  CONTINUE SOUTHWESTERLY ON THE PAVED ROAD FOR 2.5 MILES
 FE2232'TO A GRAVELED ROAD RIGHT.  CONTINUE ON THE PAVED ROAD FOR 0.15 MILE
 FE2232'TO A GRAVELED DRIVEWAY LEFT.  TURN LEFT AND GO UPHILL ON THE
 FE2232'DRIVEWAY FOR 0.05 MILE TO THE PALESTINE CHURCH AND STATION ON THE
 FE2232'RIGHT.
 FE2232'
 FE2232'REFERENCE MARK 1 IS 5 FEET NORTH OF A 16 INCH PINE TREE, 18 FEET
 FE2232'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 9 FEET NORTHWEST OF A
 FE2232'TOMBSTONE PROJECTING ABOUT 5 FEET JOHN O MORGAN 1938 1914.  THE
 FE2232'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED PALESTINE NO 1
 FE2232'1934.
 FE2232'
 FE2232'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 FE2232'10 FEET NORTHWEST OF A 10 INCH OAK TREE AND 58 FEET SOUTHWEST OF THE
 FE2232'SOUTH CORNER OF A TOMBSTONE THOMPSON VERMON T AND EULENE F.  THE
 FE2232'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED PALESTINE NO 2
 FE2232'1975.
 FE2232'
 FE2232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FE2232'SOUTHWEST OF CLARKSBURG.
 FE2232'
 FE2232'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2364 ***********************************************************************
 GC2364  DESIGNATION -  PALESTINE
 GC2364  PID         -  GC2364
 GC2364  STATE/COUNTY-  TN/ROBERTSON
 GC2364  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC2364
 GC2364                         *CURRENT SURVEY CONTROL
 GC2364  ___________________________________________________________________
 GC2364* NAD 83(1995)-  36 27 30.80531(N)    086 53 21.58332(W)     ADJUSTED  
 GC2364* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 GC2364  ___________________________________________________________________
 GC2364  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GC2364  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2364
 GC2364  HORZ ORDER  -  THIRD
 GC2364
 GC2364.The horizontal coordinates were established by classical geodetic methods
 GC2364.and adjusted by the National Geodetic Survey in April 1999..
 GC2364
 GC2364.The orthometric height was scaled from a topographic map.
 GC2364
 GC2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2364
 GC2364.The geoid height was determined by GEOID03.
 GC2364
 GC2364;                    North         East     Units Scale Factor Converg.
 GC2364;SPC TN       -   236,159.345   520,282.108   MT  1.00000770   -0 31 14.3
 GC2364;SPC TN       -   774,799.45  1,706,958.88   sFT  1.00000770   -0 31 14.3
 GC2364;UTM  16      - 4,034,816.774   509,916.478   MT  0.99960121   +0 03 56.8
 GC2364
 GC2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2364!SPC TN       -   0.99996871  x   1.00000770  =   0.99997641
 GC2364!UTM  16      -   0.99996871  x   0.99960121  =   0.99956993
 GC2364
 GC2364|---------------------------------------------------------------------|
 GC2364| PID    Reference Object                     Distance      Geod. Az  |
 GC2364|                                                           dddmmss.s |
 GC2364| CG6258 PALESTINE RM 1                        6.096 METERS 00631     |
 GC2364| CG6260 PALESTINE RM 3                        6.505 METERS 00636     |
 GC2364| CG6259 PALESTINE RM 2                        6.612 METERS 09206     |
 GC2364| GC2330 GREENBRIER MUNICIPAL TANK           APPROX. 8.6 KM 1133836.8 |
 GC2364| CG7698 TTS 52 D                                           1934230.5 |
 GC2364| CG6261 PALESTINE RM 4                        7.608 METERS 28007     |
 GC2364| GC2365 SPRINGFIELD RAD STA WDBL MAST       APPROX. 4.3 KM 3393442.0 |
 GC2364| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 4.6 KM 3591056.7 |
 GC2364|---------------------------------------------------------------------|
 GC2364
 GC2364                          SUPERSEDED SURVEY CONTROL
 GC2364
 GC2364  NAD 83(1995)-  36 27 30.80558(N)    086 53 21.58524(W) AD(       ) 3
 GC2364  NAD 83(1995)-  36 27 30.80798(N)    086 53 21.58795(W) AD(       ) 3
 GC2364  NAD 83(1986)-  36 27 30.81390(N)    086 53 21.58748(W) AD(       ) 3
 GC2364  NAD 27      -  36 27 30.64600(N)    086 53 21.59500(W) AD(       ) 3
 GC2364
 GC2364.Superseded values are not recommended for survey control.
 GC2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2364.See file dsdata.txt to determine how the superseded data were derived.
 GC2364
 GC2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0991634817(NAD 83)
 GC2364_MARKER: DS = TRIANGULATION STATION DISK
 GC2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2364
 GC2364  HISTORY     - Date     Condition        Report By
 GC2364  HISTORY     - 1953     MONUMENTED       CGS
 GC2364  HISTORY     - 1971     GOOD             NGS
 GC2364
 GC2364                          STATION DESCRIPTION
 GC2364
 GC2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2364'STATION IS LOCATED ABOUT 3 MILES SOUTH OF SPRINGFIELD ON PROPERTY OF
 GC2364'MR. J.C.FOSTER. IT IS 30 FEET EAST OF A 12 INCH BUTTERNUT TREE,
 GC2364'11 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 15 FEET NORTH OF A POWER
 GC2364'LINE POLE AND 3 FEET SOUTH OF A FENCE AND WHITE WITNESS POST. THE
 GC2364'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED PALESTINE 1953.
 GC2364'
 GC2364'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF OF THE CENTER OF A DIRT ROAD
 GC2364'AND 1 FOOT NORTH OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES
 GC2364'AND THE DISK IS STAMPED PALESTINE NO 1 1953.
 GC2364'
 GC2364'REFERENCE MARK NO.2 IS 11 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 GC2364'AND 2 FEET SOUTH OF A FENCE LINE. THE MARK PROJECTS ABOUT 2 INCHES
 GC2364'AND THE DISK IS STAMPED PALESTINE NO 2 1953.
 GC2364'
 GC2364'TT 52 D (USGS) WAS USED AS THE AZIMUTH MARK. IT IS 65 FEET EAST
 GC2364'OF THE CENTER OF STATE HIGHWAY 65, 59 FEET SOUTHWEST OF THE
 GC2364'SOUTHWEST CORNER OF THE PALESTINE M.E. CHURCH AND 29 FEET NORTH OF A
 GC2364'36 INCH OAK TREE. THE MARK IS A 6X6 INCH CONCRETE POST, FLUSH WITH
 GC2364'THE GROUND WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GC2364'STAMPED TT STA NO 52 D 1930.
 GC2364'
 GC2364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2364'HIGHWAY 65, 0.5 MILE SOUTH OF THE COURTHOUSE IN SPRINGFIELD, GO
 GC2364'SOUTH ON HIGHWAY 65 FOR 3.05 MILES TO A DIRT SIDE ROAD LEFT, (*).
 GC2364'TURN LEFT AND GO EAST ON DIRT ROAD FOR 0.15 MILE TO THE TOP OF A
 GC2364'HILL AND STATION ON THE RIGHT AS DESCRIBED.
 GC2364'
 GC2364'TO REACH TT 52 D (USGS) FROM THIS POINT (*) CONTINUE ON HIGHWAY
 GC2364'FOR 0.4 MILE TO A CHURCH ON THE LEFT AND THE MARK AS DESCRIBED.
 GC2364'
 GC2364'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2364
 GC2364                          STATION RECOVERY (1971)
 GC2364
 GC2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC2364'THE STATION MARK AND TT 52 D (USGS) 1930 (AZIMUTH MARK) WERE BOTH
 GC2364'RECOVERED IN APPARENT GOOD CONDITION. THE CONCRETE MONUMENT FOR
 GC2364'REFERENCE MARK NO. 1 WAS FOUND COMPLETELY UPROOTED AND LAYING ON ITS
 GC2364'SIDE. NO EVIDENCE OF REFERENCE MARK NO. 2 COULD BE FOUND, AND IT
 GC2364'IS BELIEVED TO HAVE BEEN DESTROYED BY GRADING FOR A TRAILER LOT. THE
 GC2364'CONCRETE MONUMENT FOR THE OLD R.M. NO. 1 WAS RESET AND CEMENTED
 GC2364'AROUND AND THE DISK ALTERED TO READ PALESTINE 1953 NO. 3 1971, AND A
 GC2364'NEW R.M.  NO. 4 WAS ESTABLISHED. THE STATION WAS THEN OCCUPIED AND
 GC2364'THE HORIZONTAL ANGLES OBSERVED USING POSITIONED INTERSECTION
 GC2364'STATION SPRINGFIELD, MUNICIPAL WATER TANK SOUTH 1953 AS THE INITIAL.
 GC2364'IN CHECKING THE HORIZONTAL ANGLES OBSERVED THIS DATE AGAINST THE
 GC2364'1953 OBSERVATIONS THE ANGLE BETWEEN THE INITIAL AND GREENBRIER,
 GC2364'MUNICIPAL WATER TANK 1953 FAILED TO CHECK BY PLUS 08.3 SEC AND
 GC2364'THE ANGLE TO TT 52 D (USGS) 1930 FAILED TO AGREE BY PLUS 10.6 SEC.
 GC2364'IT SHOULD BE FURTHER NOTED THAT
 GC2364'THE ANGLE OBSERVED THIS DATE BETWEEN GREENBRIER, MUNICIPAL WATER
 GC2364'TANK 1953 AND TT 52 D (USGS) 1930 DID CHECK THE 1953 OBSERVATIONS
 GC2364'WITHIN PLUS 02.3 SEC.
 GC2364'
 GC2364'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2364'
 GC2364'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF SPRINGFIELD ON THE
 GC2364'PROPERTY OF DOC BRIDGE JR.
 GC2364'
 GC2364'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE ROBERTSON
 GC2364'COUNTY COURTHOUSE SQUARE IN SPRINGFIELD, GO SOUTH ON SOUTH MAIN
 GC2364'STREET FOR 0.45 OF A MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 GC2364'SOUTHERLY FOR 0.4 OF A MILE TO THE JUNCTION WITH U.S. HIGHWAY
 GC2364'431 FOR 2.8 MILES TO A GRAVELED T ROAD LEFT ON THE SOUTH SLOPE OF THE
 GC2364'CREST OF A HILL. * HERE TURN LEFT ON THIS GRAVELED ROAD AND GO
 GC2364'EASTERLY FOR 0.15 OF A MILE TO TOP OF A RISE AND THE STATION ON THE
 GC2364'RIGHT AS DESCRIBED.
 GC2364'
 GC2364'THE STATION IS 29 FEET EAST OF A 20-INCH HICKORY TREE, 15 FEET NORTH
 GC2364'OF A UTILITY POLE, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GC2364'GRAVELED ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND 1.0 FOOT
 GC2364'WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET
 GC2364'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 GC2364'INCHES AND THE DISK IS STAMPED PALESTINE 1953.
 GC2364'
 GC2364'REFERENCE MARK NO. 3 IS LOCATED ACROSS THE GRAVELED ROAD FROM THE
 GC2364'STATION ON THE PROPERTY OF J.W. FRYER, 36 FEET NORTH AND ACROSS THE
 GC2364'ROAD FROM THE UTILITY POLE, 33 FEET EAST-NORTHEAST AND ACROSS THE
 GC2364'ROAD FROM THE 20 INCH HICKORY TREE, 9 FEET NORTH OF THE APPROXIMATE
 GC2364'CENTER OF THE GRAVELED ROAD, ABOUT 2 FEET BELOW THE STATION
 GC2364'ELEVATION, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND
 GC2364'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GC2364'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2364'PALESTINE 1953 NO 3 1971.
 GC2364'
 GC2364'REFERENCE MARK NO. 4 IS 30 FEET NORTHWEST OF A UTILITY POLE, 12 FEET
 GC2364'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 5 FEET
 GC2364'EAST-SOUTHEAST OF THE 20-INCH HICKORY TREE, AND ABOUT 1 FOOT BELOW
 GC2364'THE STATION ELEVATION. IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC2364'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK
 GC2364'IS STAMPED PALESTINE 1953 NO 4 1971.
 GC2364'
 GC2364'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2364'REFERENCE MARK NO. 4 IS 31.82 FEET- 9.698 METERS.
 GC2364'
 GC2364'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE SOUTH-SOUTHWEST OF THE
 GC2364'STATION ON CHURCH GROUNDS, 77 FEET EAST OF THE APPROXIMATE
 GC2364'CENTER OF U.S. HIGHWAY 431, 59 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 GC2364'CORNER OF THE PALESTINE METHODIST CHURCH, 57 FEET WEST OF A
 GC2364'30-INCH WHITE OAK, 48 FEET SOUTH-SOUTHEAST OF A SECURITY LAMP POST,
 GC2364'43 FEET NORTH OF A 30-INCH WHITE OAK, AND 9 FEET EAST OF THE
 GC2364'APPROXIMATE CENTER OF A GRAVELED DRIVE. IT IS A U.S. GEOLOGICAL
 GC2364'SURVEY BRASS CAP SET IN TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE
 GC2364'MONUMENT AND THE DISK IS STAMPED TT STA NO 52 D 1960.
 GC2364'
 GC2364'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHERLY ON
 GC2364'U.S. HIGHWAY 431 FOR 0.45 OF A MILE TO THE PALESTINE METHODIST
 GC2364'CHURCH ON THE LEFT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2571 ***********************************************************************
 GC2571  DESIGNATION -  PALMYRA
 GC2571  PID         -  GC2571
 GC2571  STATE/COUNTY-  TN/MONTGOMERY
 GC2571  USGS QUAD   -  PALMYRA (1983)
 GC2571
 GC2571                         *CURRENT SURVEY CONTROL
 GC2571  ___________________________________________________________________
 GC2571* NAD 83(1995)-  36 23 58.90490(N)    087 28 19.07777(W)     ADJUSTED  
 GC2571* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 GC2571  ___________________________________________________________________
 GC2571  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GC2571  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC2571
 GC2571  HORZ ORDER  -  SECOND
 GC2571
 GC2571.The horizontal coordinates were established by classical geodetic methods
 GC2571.and adjusted by the National Geodetic Survey in April 1999..
 GC2571
 GC2571.The orthometric height was scaled from a topographic map.
 GC2571
 GC2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2571
 GC2571.The geoid height was determined by GEOID03.
 GC2571
 GC2571;                    North         East     Units Scale Factor Converg.
 GC2571;SPC TN       -   230,258.454   467,960.424   MT  0.99999703   -0 51 42.3
 GC2571;SPC TN       -   755,439.61  1,535,300.16   sFT  0.99999703   -0 51 42.3
 GC2571;UTM  16      - 4,028,385.482   457,678.363   MT  0.99962207   -0 16 48.3
 GC2571
 GC2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2571!SPC TN       -   0.99996867  x   0.99999703  =   0.99996570
 GC2571!UTM  16      -   0.99996867  x   0.99962207  =   0.99959075
 GC2571
 GC2571:                Primary Azimuth Mark                     Grid Az
 GC2571:SPC TN       -  CLARKSVILLE MONTGOMERY CTHSE             036 44 20.9
 GC2571:UTM  16      -  CLARKSVILLE MONTGOMERY CTHSE             036 09 26.9
 GC2571
 GC2571|---------------------------------------------------------------------|
 GC2571| PID    Reference Object                     Distance      Geod. Az  |
 GC2571|                                                           dddmmss.s |
 GC2571| GC2463 CLARKSVILLE MONTGOMERY CTHSE        APPROX.17.4 KM 0355238.6 |
 GC2571| GC2467 CLARKSVILLE S MUNICIPAL TANK        APPROX.17.4 KM 0381712.4 |
 GC2571| CG6263 PALMYRA RM 1                         22.159 METERS 05817     |
 GC2571| CG6262 PALMYRA AZ MK                                      0962512.1 |
 GC2571| CG6264 PALMYRA RM 2                         17.502 METERS 17825     |
 GC2571|---------------------------------------------------------------------|
 GC2571
 GC2571                          SUPERSEDED SURVEY CONTROL
 GC2571
 GC2571  NAD 83(1995)-  36 23 58.90589(N)    087 28 19.08009(W) AD(       ) 2
 GC2571  NAD 83(1995)-  36 23 58.90855(N)    087 28 19.08216(W) AD(       ) 2
 GC2571  NAD 83(1986)-  36 23 58.91437(N)    087 28 19.08134(W) AD(       ) 2
 GC2571  NAD 27      -  36 23 58.72600(N)    087 28 19.04000(W) AD(       ) 2
 GC2571
 GC2571.Superseded values are not recommended for survey control.
 GC2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2571.See file dsdata.txt to determine how the superseded data were derived.
 GC2571
 GC2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5767828385(NAD 83)
 GC2571_MARKER: DS = TRIANGULATION STATION DISK
 GC2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2571
 GC2571  HISTORY     - Date     Condition        Report By
 GC2571  HISTORY     - 1953     MONUMENTED       CGS
 GC2571
 GC2571                          STATION DESCRIPTION
 GC2571
 GC2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2571'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CLARKSVILLE AND 3
 GC2571'MILES NORTHEAST OF SHILOH ON PROPERTY OWNED BY MR. L.P. BAGGETT.  IT
 GC2571'IS 82 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. BAGGETTS HOUSE
 GC2571'AND 31 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS
 GC2571'FLUSH AND THE DISK IS STAMPED PALMYRA 1953.
 GC2571'
 GC2571'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF THE GRAVEL
 GC2571'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED PALMYRA NO 1
 GC2571'1953.
 GC2571'
 GC2571'REFERENCE MARK NO. 2 IS 71 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GC2571'HOUSE AND 19 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 GC2571'DISK IS STAMPED PALMYRA NO 2 1953.
 GC2571'
 GC2571'AZIMUTH MARK IS 17 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD AND
 GC2571'3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GC2571'INCHES AND THE DISK IS STAMPED PALMYRA 1953.
 GC2571'
 GC2571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 49,
 GC2571'ABOUT 1 MILE EAST OF ERIN, GO NORTHEAST ON HIGHWAY 13 FOR 11.4
 GC2571'MILES TO A CROSSROAD AT THE VILLAGE OF SHILOH, CONTINUE EAST ON
 GC2571'HIGHWAY FOR 1.4 MILES TO A CROSSROAD AND A STORE ON THE RIGHT,
 GC2571'TURN LEFT AND GO 1.1 MILES ON GRAVEL ROAD TO A SIDE ROAD LEFT,
 GC2571'CONTINUE AHEAD FOR 1.1 MILES TO A ROAD FORK, KEEP LEFT AND GO 0.7
 GC2571'MILE TO ANOTHER FORK, KEEP LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK
 GC2571'ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.1 MILE TO THE
 GC2571'STATION ON THE LEFT AS DESCRIBED.
 GC2571'
 GC2571'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0127 ***********************************************************************
 FD0127  DESIGNATION -  PAN
 FD0127  PID         -  FD0127
 FD0127  STATE/COUNTY-  TN/COFFEE
 FD0127  USGS QUAD   -  NOAH (1976)
 FD0127
 FD0127                         *CURRENT SURVEY CONTROL
 FD0127  ___________________________________________________________________
 FD0127* NAD 83(1995)-  35 33 32.75209(N)    086 12 03.38879(W)     ADJUSTED  
 FD0127* NAVD 88     -       322.211  (meters)    1057.12   (feet)  ADJUSTED  
 FD0127  ___________________________________________________________________
 FD0127  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 FD0127  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0127  DYNAMIC HT  -         321.907 (meters)    1056.12  (feet)  COMP
 FD0127  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FD0127
 FD0127  HORZ ORDER  -  SECOND
 FD0127  VERT ORDER  -  SECOND    CLASS 0
 FD0127
 FD0127.The horizontal coordinates were established by classical geodetic methods
 FD0127.and adjusted by the National Geodetic Survey in April 1999..
 FD0127
 FD0127.The orthometric height was determined by differential leveling
 FD0127.and adjusted by the National Geodetic Survey in June 1991..
 FD0127
 FD0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0127
 FD0127.The geoid height was determined by GEOID03.
 FD0127
 FD0127.The dynamic height is computed by dividing the NAVD 88
 FD0127.geopotential number by the normal gravity value computed on the
 FD0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0127.degrees latitude (g = 980.6199 gals.).
 FD0127
 FD0127.The modeled gravity was interpolated from observed gravity values.
 FD0127
 FD0127;                    North         East     Units Scale Factor Converg.
 FD0127;SPC TN       -   136,016.259   581,782.823   MT  0.99995985   -0 07 03.5
 FD0127;SPC TN       -   446,246.68  1,908,732.48   sFT  0.99995985   -0 07 03.5
 FD0127;UTM  16      - 3,935,341.425   572,416.755   MT  0.99966462   +0 27 52.9
 FD0127
 FD0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0127!SPC TN       -   0.99995393  x   0.99995985  =   0.99991378
 FD0127!UTM  16      -   0.99995393  x   0.99966462  =   0.99961856
 FD0127
 FD0127|---------------------------------------------------------------------|
 FD0127| PID    Reference Object                     Distance      Geod. Az  |
 FD0127|                                                           dddmmss.s |
 FD0127| FD0126 PAN RM 1                             21.598 METERS 21531     |
 FD0127| CG6265 PAN AZ MK                                          2502227.7 |
 FD0127| FD0128 PAN RM 2                             21.205 METERS 31815     |
 FD0127|---------------------------------------------------------------------|
 FD0127
 FD0127                          SUPERSEDED SURVEY CONTROL
 FD0127
 FD0127  NAD 83(1995)-  35 33 32.75877(N)    086 12 03.38973(W) AD(       ) 2
 FD0127  NAD 83(1986)-  35 33 32.76267(N)    086 12 03.38747(W) AD(       ) 2
 FD0127  NAD 27      -  35 33 32.49630(N)    086 12 03.41400(W) AD(       ) 2
 FD0127  NGVD 29 (??/??/92)  322.205  (m)         1057.10   (f) ADJ UNCH    2 0
 FD0127
 FD0127.Superseded values are not recommended for survey control.
 FD0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0127.See file dsdata.txt to determine how the superseded data were derived.
 FD0127
 FD0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7241735341(NAD 83)
 FD0127_MARKER: DE = TRAVERSE STATION DISK
 FD0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0127_STAMPING: PAN 1960
 FD0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0127+STABILITY: SURFACE MOTION
 FD0127
 FD0127  HISTORY     - Date     Condition        Report By
 FD0127  HISTORY     - 1960     MONUMENTED       CGS
 FD0127  HISTORY     - 1960     GOOD             CGS
 FD0127
 FD0127                          STATION DESCRIPTION
 FD0127
 FD0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0127'THE STATION IS LOCATED 5.0 MILES SOUTHEAST OF BEECH GROVE, ABOUT 1.2
 FD0127'MILES SOUTHWEST OF NOAH
 FD0127'COMMUNITY AND ON THE SUMMIT OF A LOW TIMBERED
 FD0127'KNOLL.  THE PROPERTY IS OWNED BY MR
 FD0127'F C TURNER.
 FD0127'
 FD0127'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0127'SOUTHEAST ON U S HIGHWAY
 FD0127'41 FOR 4.5 MILES TO THE VILLAGE OF NOAH.  CONTINUE SOUTHEAST
 FD0127'ON U S HIGHWAY 41 FOR 2.9
 FD0127'MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 FD0127'NORTHWEST, FOR 0.3 MILE TO A FORK, KEEP
 FD0127'RIGHT FORK, NORTHWEST, FOR
 FD0127'2.0 MILES TO A WIRE GATE ON THE RIGHT AND MR F C TURNERS
 FD0127'HOME ON THE LEFT.
 FD0127'TURN RIGHT, NORTH, FOR 0.15 MILE TO THE SUMMIT OF THE KNOLL
 FD0127'AND STATION.
 FD0127'
 FD0127'STATION MARK IS 37 FEET NORTH OF A RAIL FENCE AND 4.7 FEET EAST OF A
 FD0127'WITNESS SIGN.  THE MARK
 FD0127'IS A STANDARD TRAVERSE DISK SET IN A CONCRETE POST,
 FD0127'SET FLUSH, AND IS STAMPED PAN
 FD0127'1960.
 FD0127'
 FD0127'REFERENCE MARK NO 1 IS 33 FEET SOUTH OF A RAIL FENCE.  THE MARK IS A
 FD0127'STANDARD DISK SET IN A
 FD0127'CONCRETE POST, SET FLUSH, AND IS STAMPED PAN NO 1 1960.
 FD0127'
 FD0127'REFERENCE MARK NO 2 IS 2 FEET NORTH OF A RAIL FENCE.  THE MARK IS A
 FD0127'STANDARD DISK SET IN A
 FD0127'CONCRETE POST, SET FLUSH, AND IS STAMPED PAN NO 2 1960.
 FD0127'
 FD0127'AZIMUTH MARK IS 22 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 5
 FD0127'FEET SOUTH OF A POWER
 FD0127'LINE POLE, 2.1 FEET SOUTHEAST OF A WITNESS SIGN.
 FD0127'THE MARK IS A STANDARD DISK SET IN
 FD0127'A CONCRETE POST, SET FLUSH, AND IS
 FD0127'STAMPED PAN 1960.
 FD0127'
 FD0127'TO REACH THE AZIMUTH MARK FROM MR F C TURNERS HOME, CONTINUE WEST FOR
 FD0127'0.15 MILE TO A SIDE
 FD0127'ROAD LEFT, TURN LEFT, SOUTH, FOR 0.05 MILE TO THE MARK
 FD0127'ON THE RIGHT.
 FD0127'
 FD0127'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FD0127
 FD0127                          STATION RECOVERY (1960)
 FD0127
 FD0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0127'6.6 MI SE FROM BEECH GROVE.
 FD0127'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0127'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD,
 FD0127'THEN 0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE
 FD0127'SOUTHEAST ON A GRAVELED ROAD, THEN 1.7 MILES EAST ON A GRAVELED
 FD0127'ROAD TO MR. F.C. TURNERS HOME ON THE SOUTH SIDE OF THE ROAD AND
 FD0127'A WIRE GATE ON THE NORTH SIDE OF THE ROAD, GO 0.15 MILE NORTH
 FD0127'UP THE SIDE OF THE HILL TO THE STATION.  THE STATION MARK IS 37
 FD0127'FT. NORTH OF A RAIL FENCE AND 4.7 FT. EAST OF A WITNESS SIGN.
 FD0127'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0127'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0126 ***********************************************************************
 FD0126  DESIGNATION -  PAN RM 1
 FD0126  PID         -  FD0126
 FD0126  STATE/COUNTY-  TN/COFFEE
 FD0126  USGS QUAD   -  NOAH (1976)
 FD0126
 FD0126                         *CURRENT SURVEY CONTROL
 FD0126  ___________________________________________________________________
 FD0126* NAD 83(1986)-  35 33 32.     (N)    086 12 03.     (W)     SCALED    
 FD0126* NAVD 88     -       320.663  (meters)    1052.04   (feet)  ADJUSTED  
 FD0126  ___________________________________________________________________
 FD0126  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0126  DYNAMIC HT  -         320.361 (meters)    1051.05  (feet)  COMP
 FD0126  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FD0126
 FD0126  VERT ORDER  -  SECOND    CLASS 0
 FD0126
 FD0126.The horizontal coordinates were scaled from a topographic map and have
 FD0126.an estimated accuracy of +/- 6 seconds.
 FD0126
 FD0126.The orthometric height was determined by differential leveling
 FD0126.and adjusted by the National Geodetic Survey in June 1991..
 FD0126
 FD0126.The geoid height was determined by GEOID03.
 FD0126
 FD0126.The dynamic height is computed by dividing the NAVD 88
 FD0126.geopotential number by the normal gravity value computed on the
 FD0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0126.degrees latitude (g = 980.6199 gals.).
 FD0126
 FD0126.The modeled gravity was interpolated from observed gravity values.
 FD0126
 FD0126;                    North         East    Units  Estimated Accuracy
 FD0126;SPC TN       -   135,990.      581,790.      MT  (+/- 180 meters Scaled)
 FD0126
 FD0126                          SUPERSEDED SURVEY CONTROL
 FD0126
 FD0126  NGVD 29 (??/??/92)  320.657  (m)         1052.02   (f) ADJ UNCH    2 0
 FD0126
 FD0126.Superseded values are not recommended for survey control.
 FD0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0126.See file dsdata.txt to determine how the superseded data were derived.
 FD0126
 FD0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE724353(NAD 83)
 FD0126_MARKER: DR = REFERENCE MARK DISK
 FD0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0126_STAMPING: PAN NO 1 1960
 FD0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0126+STABILITY: SURFACE MOTION
 FD0126
 FD0126  HISTORY     - Date     Condition        Report By
 FD0126  HISTORY     - 1960     MONUMENTED       CGS
 FD0126
 FD0126                          STATION DESCRIPTION
 FD0126
 FD0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0126'6.6 MI SE FROM BEECH GROVE.
 FD0126'THIS MARK IS LOCATED AT THE PAN 1960 STATION SITE, 71 FT. SOUTH
 FD0126'OF THE STATION MARK, 33 FT. SOUTH OF A RAIL FENCE.  THE DISK IS
 FD0126'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0128 ***********************************************************************
 FD0128  DESIGNATION -  PAN RM 2
 FD0128  PID         -  FD0128
 FD0128  STATE/COUNTY-  TN/COFFEE
 FD0128  USGS QUAD   -  NOAH (1976)
 FD0128
 FD0128                         *CURRENT SURVEY CONTROL
 FD0128  ___________________________________________________________________
 FD0128* NAD 83(1986)-  35 33 32.     (N)    086 12 03.     (W)     SCALED    
 FD0128* NAVD 88     -       322.071  (meters)    1056.66   (feet)  ADJUSTED  
 FD0128  ___________________________________________________________________
 FD0128  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0128  DYNAMIC HT  -         321.768 (meters)    1055.67  (feet)  COMP
 FD0128  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FD0128
 FD0128  VERT ORDER  -  SECOND    CLASS 0
 FD0128
 FD0128.The horizontal coordinates were scaled from a topographic map and have
 FD0128.an estimated accuracy of +/- 6 seconds.
 FD0128
 FD0128.The orthometric height was determined by differential leveling
 FD0128.and adjusted by the National Geodetic Survey in June 1991..
 FD0128
 FD0128.The geoid height was determined by GEOID03.
 FD0128
 FD0128.The dynamic height is computed by dividing the NAVD 88
 FD0128.geopotential number by the normal gravity value computed on the
 FD0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0128.degrees latitude (g = 980.6199 gals.).
 FD0128
 FD0128.The modeled gravity was interpolated from observed gravity values.
 FD0128
 FD0128;                    North         East    Units  Estimated Accuracy
 FD0128;SPC TN       -   135,990.      581,790.      MT  (+/- 180 meters Scaled)
 FD0128
 FD0128                          SUPERSEDED SURVEY CONTROL
 FD0128
 FD0128  NGVD 29 (??/??/92)  322.066  (m)         1056.64   (f) ADJ UNCH    2 0
 FD0128
 FD0128.Superseded values are not recommended for survey control.
 FD0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0128.See file dsdata.txt to determine how the superseded data were derived.
 FD0128
 FD0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE724353(NAD 83)
 FD0128_MARKER: DR = REFERENCE MARK DISK
 FD0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0128_STAMPING: PAN NO 2 1960
 FD0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0128+STABILITY: SURFACE MOTION
 FD0128
 FD0128  HISTORY     - Date     Condition        Report By
 FD0128  HISTORY     - 1960     MONUMENTED       CGS
 FD0128
 FD0128                          STATION DESCRIPTION
 FD0128
 FD0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0128'6.6 MI SE FROM BEECH GROVE.
 FD0128'THIS MARK IS LOCATED AT THE PAN 1960 STATION SITE, 70 FT. NORTHWEST
 FD0128'OF THE STATION MARK AND 2 FT. NORTH OF A RAIL FENCE.  THE DISK
 FD0128'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2422 ***********************************************************************
 FE2422  DESIGNATION -  PANTHER
 FE2422  PID         -  FE2422
 FE2422  STATE/COUNTY-  TN/MADISON
 FE2422  USGS QUAD   -  DENMARK (1981)
 FE2422
 FE2422                         *CURRENT SURVEY CONTROL
 FE2422  ___________________________________________________________________
 FE2422* NAD 83(1995)-  35 36 45.35411(N)    089 03 17.34642(W)     ADJUSTED  
 FE2422* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 FE2422  ___________________________________________________________________
 FE2422  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FE2422  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2422
 FE2422  HORZ ORDER  -  SECOND
 FE2422
 FE2422.The horizontal coordinates were established by classical geodetic methods
 FE2422.and adjusted by the National Geodetic Survey in April 1999..
 FE2422
 FE2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2422
 FE2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2422
 FE2422.The geoid height was determined by GEOID03.
 FE2422
 FE2422;                    North         East     Units Scale Factor Converg.
 FE2422;SPC TN       -   146,252.299   323,282.671   MT  0.99995583   -1 47 18.3
 FE2422;SPC TN       -   479,829.42  1,060,636.56   sFT  0.99995583   -1 47 18.3
 FE2422;UTM  16      - 3,942,925.124   313,889.623   MT  1.00002685   -1 11 48.7
 FE2422
 FE2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2422!SPC TN       -   0.99998363  x   0.99995583  =   0.99993946
 FE2422!UTM  16      -   0.99998363  x   1.00002685  =   1.00001048
 FE2422
 FE2422:                Primary Azimuth Mark                     Grid Az
 FE2422:SPC TN       -  PANTHER AZ MK                            020 58 51.3
 FE2422:UTM  16      -  PANTHER AZ MK                            020 23 21.7
 FE2422
 FE2422|---------------------------------------------------------------------|
 FE2422| PID    Reference Object                     Distance      Geod. Az  |
 FE2422|                                                           dddmmss.s |
 FE2422| CG4772 PANTHER AZ MK                                      0191133.0 |
 FE2422| CG4773 PANTHER RM 1                         27.358 METERS 07845     |
 FE2422| CG4774 PANTHER RM 2                         27.434 METERS 18712     |
 FE2422| FE2423 WOODLAND                            APPROX. 8.3 KM 2272950.2 |
 FE2422| FE2424 ATT RAD STA KIN 97 MAST             APPROX.11.4 KM 2600716.9 |
 FE2422|---------------------------------------------------------------------|
 FE2422
 FE2422                          SUPERSEDED SURVEY CONTROL
 FE2422
 FE2422  NAD 83(1995)-  35 36 45.35935(N)    089 03 17.34988(W) AD(       ) 2
 FE2422  NAD 83(1986)-  35 36 45.36570(N)    089 03 17.34730(W) AD(       ) 2
 FE2422  NAD 27      -  35 36 45.09430(N)    089 03 17.11550(W) AD(       ) 2
 FE2422  NGVD 29 (07/19/86)  132.4    (m)          434.     (f) VERT ANG       
 FE2422
 FE2422.Superseded values are not recommended for survey control.
 FE2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2422.See file dsdata.txt to determine how the superseded data were derived.
 FE2422
 FE2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1389042925(NAD 83)
 FE2422_MARKER: DS = TRIANGULATION STATION DISK
 FE2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2422
 FE2422  HISTORY     - Date     Condition        Report By
 FE2422  HISTORY     - 1958     MONUMENTED       CGS
 FE2422  HISTORY     - 1959     GOOD             CGS
 FE2422
 FE2422                          STATION DESCRIPTION
 FE2422
 FE2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2422'THE STATION IS ABOUT 11-1/2 MILES EAST OF BROWNSVILLE, ABOUT 13-1/2
 FE2422'MILES WEST OF JACKSON, ABOUT 7 MILES SOUTH OF BELLS AND ON PROPERTY
 FE2422'OWNED BY MR. J.G. TINSON.  IT IS 82 FEET NORTHEAST OF THE NORTHEAST
 FE2422'CORNER OF AN OLD WOODEN SHED, 19 FEET SOUTHEAST OF A WHITE
 FE2422'WITNESS POST, 22 FEET SOUTHEAST OF A T-FENCE CORNER, 107 FEET WEST OF
 FE2422'THE NORTHWEST CORNER OF A SMALL POND, 15 FEET SOUTH OF A FENCE AND
 FE2422'73 FEET NORTH OF THE CENTER OF A CORRAL GATE.  THE MONUMENT PROJECTS
 FE2422'1 INCH AND THE DISK IS STAMPED PANTHER 1958.
 FE2422'
 FE2422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2422'HIGHWAY 138, ABOUT 12 MILES EAST OF THE COURTHOUSE IN BROWNSVILLE,
 FE2422'GO NORTH ON PROVIDENCE ROAD FOR 1.8 MILES TO A WIRE GATE ON THE LEFT.
 FE2422'*PASS THROUGH THE GATE AND GO 0.05 MILES TO THE CORRAL GATE AND
 FE2422'THE STATION ON THE RIGHT.
 FE2422'
 FE2422'*FROM THIS POINT CONTINUE AHEAD, NORTH, FOR 0.15 MILE TO THE AZIMUTH
 FE2422'MARK ON THE RIGHT.
 FE2422'
 FE2422'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 69 FEET WEST OF A
 FE2422'T-FENCE CORNER AND 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2422'SMALL POND.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2422'PANTHER NO 1 1958.
 FE2422'
 FE2422'REFERENCE MARK 2 IS 17 FEET SOUTH OF THE CENTER OF A CORRAL GATE AND
 FE2422'52 FEET EAST OF THE SOUTHEAST CORNER OF A SHED.  THE MONUMENT IS
 FE2422'FLUSH AND THE DISK IS STAMPED PANTHER NO 2 1958.
 FE2422'
 FE2422'THE AZIMUTH MARK IS 1 FOOT WEST OF A FENCE, 38 FEET SOUTHEAST OF THE
 FE2422'CENTER OF A CROSSROAD INTERSECTION, 2 FEET SOUTH OF A WHITE
 FE2422'WITNESS POST, 29 FEET EAST OF THE CENTERLINE OF PROVIDENCE ROAD, 26
 FE2422'FEET SOUTH OF THE CENTERLINE OF WELLWOOD ROAD AND 2 FEET SOUTH OF A
 FE2422'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PANTHER
 FE2422'1958.
 FE2422'
 FE2422'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2422
 FE2422                          STATION RECOVERY (1959)
 FE2422
 FE2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2422'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2422'GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0248 ***********************************************************************
 FC0248  DESIGNATION -  PAPER
 FC0248  PID         -  FC0248
 FC0248  STATE/COUNTY-  TN/KNOX
 FC0248  USGS QUAD   -  BEARDEN (1990)
 FC0248
 FC0248                         *CURRENT SURVEY CONTROL
 FC0248  ___________________________________________________________________
 FC0248* NAD 83(1995)-  35 56 27.65885(N)    084 00 10.80354(W)     ADJUSTED  
 FC0248* NAVD 88     -       278.410  (meters)     913.42   (feet)  ADJUSTED  
 FC0248  ___________________________________________________________________
 FC0248  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FC0248  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC0248  DYNAMIC HT  -         278.150 (meters)     912.56  (feet)  COMP
 FC0248  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FC0248
 FC0248  HORZ ORDER  -  SECOND
 FC0248  VERT ORDER  -  SECOND    CLASS 0
 FC0248
 FC0248.The horizontal coordinates were established by classical geodetic methods
 FC0248.and adjusted by the National Geodetic Survey in April 1999..
 FC0248
 FC0248.The orthometric height was determined by differential leveling
 FC0248.and adjusted by the National Geodetic Survey in June 1991..
 FC0248
 FC0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0248
 FC0248.The geoid height was determined by GEOID03.
 FC0248
 FC0248.The dynamic height is computed by dividing the NAVD 88
 FC0248.geopotential number by the normal gravity value computed on the
 FC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0248.degrees latitude (g = 980.6199 gals.).
 FC0248
 FC0248.The modeled gravity was interpolated from observed gravity values.
 FC0248
 FC0248;                    North         East     Units Scale Factor Converg.
 FC0248;SPC TN       -   180,209.272   780,169.293   MT  0.99995014   +1 10 08.8
 FC0248;SPC TN       -   591,236.59  2,559,605.42   sFT  0.99995014   +1 10 08.8
 FC0248;UTM  16      - 3,981,558.717   770,352.053   MT  1.00050072   +1 45 36.6
 FC0248;UTM  17      - 3,981,575.377   229,106.369   MT  1.00050433   -1 45 49.3
 FC0248
 FC0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0248!SPC TN       -   0.99996112  x   0.99995014  =   0.99991127
 FC0248!UTM  16      -   0.99996112  x   1.00050072  =   1.00046182
 FC0248!UTM  17      -   0.99996112  x   1.00050433  =   1.00046543
 FC0248
 FC0248:                Primary Azimuth Mark                     Grid Az
 FC0248:SPC TN       -  MILL RESET                               056 06 52.4
 FC0248:UTM  16      -  MILL RESET                               055 31 24.6
 FC0248:UTM  17      -  MILL RESET                               059 02 50.5
 FC0248
 FC0248|---------------------------------------------------------------------|
 FC0248| PID    Reference Object                     Distance      Geod. Az  |
 FC0248|                                                           dddmmss.s |
 FC0248| FB2213 MILL RESET                          APPROX. 1.4 KM 0571701.2 |
 FC0248| FC0249 PAPER RM 1                            8.808 METERS 12821     |
 FC0248| FC0247 PAPER RM 2                            8.135 METERS 26012     |
 FC0248|---------------------------------------------------------------------|
 FC0248
 FC0248                          SUPERSEDED SURVEY CONTROL
 FC0248
 FC0248  NAD 83(1995)-  35 56 27.66592(N)    084 00 10.80137(W) AD(       ) 2
 FC0248  NAD 83(1986)-  35 56 27.67172(N)    084 00 10.79972(W) AD(       ) 2
 FC0248  NAD 27      -  35 56 27.37950(N)    084 00 11.12690(W) AD(       ) 2
 FC0248  NGVD 29 (??/??/92)  278.541  (m)          913.85   (f) ADJ UNCH    2 0
 FC0248
 FC0248.Superseded values are not recommended for survey control.
 FC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0248.See file dsdata.txt to determine how the superseded data were derived.
 FC0248
 FC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7035281559(NAD 83)
 FC0248_MARKER: DE = TRAVERSE STATION DISK
 FC0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0248_STAMPING: PAPER 1960
 FC0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0248+STABILITY: SURFACE MOTION
 FC0248
 FC0248  HISTORY     - Date     Condition        Report By
 FC0248  HISTORY     - 1960     MONUMENTED       CGS
 FC0248  HISTORY     - 1961     GOOD             NGS
 FC0248  HISTORY     - 1982     GOOD             LOCENG
 FC0248
 FC0248                          STATION DESCRIPTION
 FC0248
 FC0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0248'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE DOWNTOWN SECTION OF
 FC0248'KNOXVILLE, UNDER A T.V.A. HIGH TENSION STEEL TOWER THAT IS IN THE
 FC0248'ACCESS AREA OF THE INTERSTATE HIGHWAY AND PAPERMILL DRIVE.
 FC0248'
 FC0248'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY STREET AND
 FC0248'MIDDLEBROOK PIKE, WHICH IS ON THE U.S. HIGHWAY 70 AND U.S.  HIGHWAY
 FC0248'11 TRUCK ROUTE IN WESTERN KNOXVILLE, GO SOUTH ACROSS THE RAILROAD
 FC0248'TRACKS, TURN RIGHT, WEST, AND GO 1.8 MILES ON PAPERMILL DRIVE TO
 FC0248'THE STATION ON THE RIGHT.
 FC0248'
 FC0248'STATION MARK IS 2.2 FEET SOUTH OF A WITNESS SIGN. THE MARK IS A
 FC0248'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0248'PAPER 1960.
 FC0248'
 FC0248'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 FC0248'T.V.A. TOWER.  THE MARK IS A
 FC0248'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED PAPER
 FC0248'NO. 1 1960.
 FC0248'
 FC0248'REFERENCE MARK NO. 2 IS 8 FEET WEST OF THE NORTHWEST LEG OF THE
 FC0248'T.V.A. TOWER.  THE MARK IS
 FC0248'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0248'PAPER NO. 2 1960.
 FC0248'
 FC0248'TRAVERSE STATION MILL WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FC0248'THEREOF.
 FC0248'
 FC0248'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC0248
 FC0248                          STATION RECOVERY (1961)
 FC0248
 FC0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0248'1.8 MI NW FROM BEARDEN.
 FC0248'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0248'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD TO INTERSTATE HIGHWAY
 FC0248'40.  THE STATION IS SET ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 FC0248'40 UNDER A POWER LINE TOWER, 2.2 FT. SOUTH OF A WITNESS SIGN.
 FC0248'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0248'GROUND AND ABOUT 20 FT. ABOVE THE LEVEL OF INTERSTATE 40.
 FC0248
 FC0248                          STATION RECOVERY (1982)
 FC0248
 FC0248'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0248'THE MARK IS APPROXIMATELY 300 FT. NORTHEAST OF THE INTERSECTION OF
 FC0248'PAPERMILL DR AND NORTHSHORE DR. AND IS 15 FT. SOUTHWEST OF THE
 FC0248'NORTHEAST LEG AND 20 FT. SOUTHEAST OF THE NORTHWEST LEG OF A TVA HIGH
 FC0248'TENSION LINE STEEL TRUSS TOWER. (NORTH OF WESTERMOST CORNER OF CITY
 FC0248'BLOCK 49980)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0249 ***********************************************************************
 FC0249  DESIGNATION -  PAPER RM 1
 FC0249  PID         -  FC0249
 FC0249  STATE/COUNTY-  TN/KNOX
 FC0249  USGS QUAD   -  BEARDEN (1990)
 FC0249
 FC0249                         *CURRENT SURVEY CONTROL
 FC0249  ___________________________________________________________________
 FC0249* NAD 83(1986)-  35 56 27.     (N)    084 00 11.     (W)     SCALED    
 FC0249* NAVD 88     -       278.328  (meters)     913.15   (feet)  ADJUSTED  
 FC0249  ___________________________________________________________________
 FC0249  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC0249  DYNAMIC HT  -         278.069 (meters)     912.30  (feet)  COMP
 FC0249  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FC0249
 FC0249  VERT ORDER  -  SECOND    CLASS 0
 FC0249
 FC0249.The horizontal coordinates were scaled from a topographic map and have
 FC0249.an estimated accuracy of +/- 6 seconds.
 FC0249
 FC0249.The orthometric height was determined by differential leveling
 FC0249.and adjusted by the National Geodetic Survey in June 1991..
 FC0249
 FC0249.The geoid height was determined by GEOID03.
 FC0249
 FC0249.The dynamic height is computed by dividing the NAVD 88
 FC0249.geopotential number by the normal gravity value computed on the
 FC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0249.degrees latitude (g = 980.6199 gals.).
 FC0249
 FC0249.The modeled gravity was interpolated from observed gravity values.
 FC0249
 FC0249;                    North         East    Units  Estimated Accuracy
 FC0249;SPC TN       -   180,190.      780,170.      MT  (+/- 180 meters Scaled)
 FC0249
 FC0249                          SUPERSEDED SURVEY CONTROL
 FC0249
 FC0249  NGVD 29 (??/??/92)  278.460  (m)          913.58   (f) ADJ UNCH    2 0
 FC0249
 FC0249.Superseded values are not recommended for survey control.
 FC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0249.See file dsdata.txt to determine how the superseded data were derived.
 FC0249
 FC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE703815(NAD 83)
 FC0249_MARKER: DR = REFERENCE MARK DISK
 FC0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0249_STAMPING: PAPER NO 1 1960
 FC0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0249+STABILITY: SURFACE MOTION
 FC0249
 FC0249  HISTORY     - Date     Condition        Report By
 FC0249  HISTORY     - 1960     MONUMENTED       CGS
 FC0249  HISTORY     - 1961     GOOD             NGS
 FC0249  HISTORY     - 1982     GOOD             LOCENG
 FC0249
 FC0249                          STATION DESCRIPTION
 FC0249
 FC0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0249'1.8 MI NW FROM BEARDEN.
 FC0249'THIS MARK IS LOCATED AT THE PAPER 1960 STATION SITE, 29 FT.
 FC0249'SOUTHEAST OF THE STATION MARK AND 10 FT. SOUTH OF THE SOUTHEAST
 FC0249'LEG OF THE POWER LINE TOWER.  THE DISK IS SET IN TOP OF A
 FC0249'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 20 FT. ABOVE THE
 FC0249'LEVEL OF THE HIGHWAY.
 FC0249
 FC0249                          STATION RECOVERY (1982)
 FC0249
 FC0249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0249'NORTH OF WESTERNMOST CORNER OF CITY BLOCK 49980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0247 ***********************************************************************
 FC0247  DESIGNATION -  PAPER RM 2
 FC0247  PID         -  FC0247
 FC0247  STATE/COUNTY-  TN/KNOX
 FC0247  USGS QUAD   -  BEARDEN (1990)
 FC0247
 FC0247                         *CURRENT SURVEY CONTROL
 FC0247  ___________________________________________________________________
 FC0247* NAD 83(1986)-  35 56 27.     (N)    084 00 11.     (W)     SCALED    
 FC0247* NAVD 88     -       277.923  (meters)     911.82   (feet)  ADJUSTED  
 FC0247  ___________________________________________________________________
 FC0247  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC0247  DYNAMIC HT  -         277.663 (meters)     910.97  (feet)  COMP
 FC0247  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FC0247
 FC0247  VERT ORDER  -  SECOND    CLASS 0
 FC0247
 FC0247.The horizontal coordinates were scaled from a topographic map and have
 FC0247.an estimated accuracy of +/- 6 seconds.
 FC0247
 FC0247.The orthometric height was determined by differential leveling
 FC0247.and adjusted by the National Geodetic Survey in June 1991..
 FC0247
 FC0247.The geoid height was determined by GEOID03.
 FC0247
 FC0247.The dynamic height is computed by dividing the NAVD 88
 FC0247.geopotential number by the normal gravity value computed on the
 FC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0247.degrees latitude (g = 980.6199 gals.).
 FC0247
 FC0247.The modeled gravity was interpolated from observed gravity values.
 FC0247
 FC0247;                    North         East    Units  Estimated Accuracy
 FC0247;SPC TN       -   180,190.      780,170.      MT  (+/- 180 meters Scaled)
 FC0247
 FC0247                          SUPERSEDED SURVEY CONTROL
 FC0247
 FC0247  NGVD 29 (??/??/92)  278.054  (m)          912.25   (f) ADJ UNCH    2 0
 FC0247
 FC0247.Superseded values are not recommended for survey control.
 FC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0247.See file dsdata.txt to determine how the superseded data were derived.
 FC0247
 FC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE703815(NAD 83)
 FC0247_MARKER: DR = REFERENCE MARK DISK
 FC0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0247_STAMPING: PAPER NO 2 1962
 FC0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0247+STABILITY: SURFACE MOTION
 FC0247
 FC0247  HISTORY     - Date     Condition        Report By
 FC0247  HISTORY     - 1960     MONUMENTED       CGS
 FC0247  HISTORY     - 1961     GOOD             NGS
 FC0247  HISTORY     - 1982     GOOD             LOCENG
 FC0247
 FC0247                          STATION DESCRIPTION
 FC0247
 FC0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0247'1.8 MI NW FROM BEARDEN.
 FC0247'THIS MARK IS LOCATED AT THE PAPER 1960 STATION SITE, 26.7 FT.
 FC0247'SOUTHWEST OF THE STATION MARK AND 8 FT. WEST OF THE NORTHWEST
 FC0247'LEG OF THE POWER LINE TOWER.  THE DISK IS SET IN TOP OF A
 FC0247'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 20 FT.
 FC0247'ABOVE THE LEVEL OF THE HIGHWAY.
 FC0247
 FC0247                          STATION RECOVERY (1982)
 FC0247
 FC0247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0193 ***********************************************************************
 GD0193  DESIGNATION -  PARIS
 GD0193  PID         -  GD0193
 GD0193  STATE/COUNTY-  TN/HENRY
 GD0193  USGS QUAD   -  PARIS (1986)
 GD0193
 GD0193                         *CURRENT SURVEY CONTROL
 GD0193  ___________________________________________________________________
 GD0193* NAD 83(1995)-  36 17 30.21153(N)    088 19 38.71574(W)     ADJUSTED  
 GD0193* NAVD 88     -       189.987  (meters)     623.32   (feet)  ADJUSTED  
 GD0193  ___________________________________________________________________
 GD0193  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GD0193  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0193  DYNAMIC HT  -         189.832 (meters)     622.81  (feet)  COMP
 GD0193  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 GD0193
 GD0193  HORZ ORDER  -  THIRD
 GD0193  VERT ORDER  -  FIRST     CLASS II
 GD0193
 GD0193.The horizontal coordinates were established by classical geodetic methods
 GD0193.and adjusted by the National Geodetic Survey in April 1999..
 GD0193
 GD0193.The orthometric height was determined by differential leveling
 GD0193.and adjusted by the National Geodetic Survey in June 1991..
 GD0193
 GD0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0193
 GD0193.The geoid height was determined by GEOID03.
 GD0193
 GD0193.The dynamic height is computed by dividing the NAVD 88
 GD0193.geopotential number by the normal gravity value computed on the
 GD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0193.degrees latitude (g = 980.6199 gals.).
 GD0193
 GD0193.The modeled gravity was interpolated from observed gravity values.
 GD0193
 GD0193;                    North         East     Units Scale Factor Converg.
 GD0193;SPC TN       -   219,770.482   390,950.573   MT  0.99998022   -1 21 45.2
 GD0193;SPC TN       -   721,030.32  1,282,643.67   sFT  0.99998022   -1 21 45.2
 GD0193;UTM  16      - 4,017,123.224   380,801.653   MT  0.99977506   -0 47 08.8
 GD0193
 GD0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0193!SPC TN       -   0.99997464  x   0.99998022  =   0.99995486
 GD0193!UTM  16      -   0.99997464  x   0.99977506  =   0.99974970
 GD0193
 GD0193|---------------------------------------------------------------------|
 GD0193| PID    Reference Object                     Distance      Geod. Az  |
 GD0193|                                                           dddmmss.s |
 GD0193| GD0194 PARIS RM 2                           18.776 METERS 03024     |
 GD0193| CG4775 PARIS AZ MK                                        1011321.8 |
 GD0193| GD1480 WALTERS                             APPROX.15.8 KM 1314449.3 |
 GD0193| CG4776 PARIS RM 1                           24.354 METERS 17504     |
 GD0193|---------------------------------------------------------------------|
 GD0193
 GD0193                          SUPERSEDED SURVEY CONTROL
 GD0193
 GD0193  NAD 83(1995)-  36 17 30.21642(N)    088 19 38.71953(W) AD(       ) 3
 GD0193  NAD 83(1995)-  36 17 30.21455(N)    088 19 38.72481(W) AD(       ) 3
 GD0193  NAD 83(1986)-  36 17 30.22030(N)    088 19 38.71631(W) AD(       ) 3
 GD0193  NAD 27      -  36 17 30.01500(N)    088 19 38.55200(W) AD(       ) 3
 GD0193  NGVD 29 (??/??/??)  190.025  (m)          623.44   (f) ADJUSTED    1 2
 GD0193
 GD0193.Superseded values are not recommended for survey control.
 GD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0193.See file dsdata.txt to determine how the superseded data were derived.
 GD0193
 GD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8080217123(NAD 83)
 GD0193_MARKER: DS = TRIANGULATION STATION DISK
 GD0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0193_STAMPING: PARIS 1934
 GD0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0193+STABILITY: SURFACE MOTION
 GD0193
 GD0193  HISTORY     - Date     Condition        Report By
 GD0193  HISTORY     - 1934     MONUMENTED       CGS
 GD0193  HISTORY     - 1953     GOOD             TVA
 GD0193  HISTORY     - 1968     GOOD             CGS
 GD0193  HISTORY     - 1968     GOOD             CGS
 GD0193  HISTORY     - 1971     GOOD             NGS
 GD0193  HISTORY     - 1985     GOOD             USPSQD
 GD0193
 GD0193                          STATION DESCRIPTION
 GD0193
 GD0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0193'IN CITY OF PARIS, ABOUT 3/4 MILE SOUTH OF COURTHOUSE, AND ABOUT 1/8
 GD0193'MILE SOUTHEAST OF GROVE HIGH SCHOOL, ABOUT 175 YARDS WEST OF CENTER
 GD0193'LINE OF STATE ROUTE 76, 25 YARDS EAST OF TOP OF RIDGE, AT EAST EDGE
 GD0193'OF WOODED AREA AND SMALL CEMETERY, 14 YARDS SOUTH OF SOUTHEAST CORNER
 GD0193'OF CEMETERY, AT WEST EDGE OF
 GD0193'SMALL NURSERY, ON PROPERTY OF S. J. ROUTON, AND ABOUT 100 YARDS
 GD0193'SOUTHWEST OF HIS HOUSE.  SURFACE AND UNDERGROUND MARKS ARE
 GD0193'STANDARD DISK STATION MARKS IN CONCRETE.
 GD0193'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11B.
 GD0193'NO. 1 IS 4 YARDS EAST OF FENCE LINE, 20 YARDS NORTH-NORTHEAST OF
 GD0193'24-INCH OAK TREE, AND 79.90 FEET FROM STATION S 04 DEG 56 MIN E.
 GD0193'NO. 2 IS 6 YARDS EAST-NORTHEAST OF 8-INCH OAK TREE, 15
 GD0193'YARDS SOUTHEAST OF 20-INCH POPLAR TREE, AND 61.60 FEET FROM
 GD0193'STATION N 30 DEG 24 MIN E.  AZIMUTH MARK IS STANDARD
 GD0193'REFERENCE DISK IN WEST EDGE OF EAST SIDEWALK OF DUNLAP STREET, STATE
 GD0193'ROUTE 76, 12 YARDS NORTH OF DRIVEWAY TO RESIDENCE OF J. A.
 GD0193'CRANE AT 913 DUNLAP STREET, AND 175 YARDS FROM STATION
 GD0193'S 78 DEG 46 MIN E.
 GD0193
 GD0193                          STATION RECOVERY (1953)
 GD0193
 GD0193'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953 (ETC)
 GD0193'CONDITION OF POINT WHEN FOUND - GOOD.
 GD0193'
 GD0193'DESCRIPTION IS GOOD, AZIMUTH MARK GOOD.  HOUSE IS ON LINE OF SIGHT TO
 GD0193'AZIMUTH MARK.
 GD0193'
 GD0193'REFERENCE MARK 1 - COULD NOT FIND.  REFERENCE MARK 2 - GOOD.  STEEL
 GD0193'POST WITH CONTROL MARKER SIGN SET 1 FOOT SOUTH OF MONUMENT.
 GD0193
 GD0193                          STATION RECOVERY (1968)
 GD0193
 GD0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD0193'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GD0193'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT
 GD0193'FOUND AND IS KNOWN TO HAVE BEEN DESTROYED BY GRADING OPERATIONS FOR
 GD0193'THE CONSTRUCTION OF A HOME SEVERAL YEARS AGO.
 GD0193'
 GD0193'THE STATION IS LOCATED ON A RATHER PROMINENT HILL ABOUT 0.75 OF A
 GD0193'MILE SOUTH OF THE CENTER OF PARIS, ABOUT 0.1 OF A MILE SOUTHEAST OF
 GD0193'THE GROVE HIGH SCHOOL, AND IN THE YARD OF MR. PERRY BAXTER.
 GD0193'
 GD0193'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD0193'STREET, HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND POST
 GD0193'OFFICE IN THE SOUTHEAST ANGLE, IN PARIS, GO SOUTH AND SOUTHEASTERLY
 GD0193'ON STATE ROUTE 69 BUSINESS ROUTE FOR 0.4 OF A MILE TO DUNLAP STREET
 GD0193'ON THE RIGHT.  HERE TURN RIGHT ON DUNLAP STREET AND GO SOUTHERLY
 GD0193'FOR 0.3 OF A MILE TO THE T INTERSECTION OF FLOWER LANE ON THE RIGHT,
 GD0193'TURN RIGHT ON FLOWER LANE AND GO WEST FOR 0.1 OF A MILE TO THE HOME
 GD0193'OF MR. JERRY BAXTER ON THE LEFT AND THE STATION IN THE YARD AS
 GD0193'DESCRIBED.
 GD0193'
 GD0193'THE STATION IS 118 FEET SOUTH OF THE APPROXIMATE CENTER OF FLOWER
 GD0193'LANE, 44 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WROUGHT IRON
 GD0193'FENCE AROUND THE MC CAMPBELL FAMILY CEMETERY, 17.0 FEET
 GD0193'EAST-SOUTHEAST OF A WOODEN GUY POLE FOR A TELEVISION ANTENNAE AND
 GD0193'WHICH HAS A METAL WITNESS SIGN ATTACHED ABOUT 5 FEET ABOVE THE
 GD0193'GROUND, 11 FEET NORTH OF THE NORTHWEST CORNER OF A LOG HOUSE, 7.4
 GD0193'FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR A
 GD0193'TRANSFORMER SHACK, AND 7.1 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GD0193'BAXTER HOME.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD0193'ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES AND THE
 GD0193'DISK IS STAMPED PARIS 1934.
 GD0193'
 GD0193'REFERENCE MARK NO. 1 IS 74.5 FEET SOUTH OF THE WOODEN GUY POLE WITH
 GD0193'THE METAL WITNESS SIGN ATTACHED, 64 FEET SOUTH OF THE SOUTHWEST
 GD0193'CORNER OF THE CONCRETE FOOTING FOR A TRANSFORMER SHACK, 35 FEET
 GD0193'SOUTHWEST OF THE SOUTHEAST CORNER OF THE LOG HOUSE, 31 FEET SOUTH
 GD0193'OF THE SOUTHWEST CORNER OF THE LOG HOUSE, AND 14 FEET EAST OF A
 GD0193'TWIN TRUNKED SASAFRASS TREE.  IT IS A STANDARD DISK SET IN THE
 GD0193'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 GD0193'INCHES AND THE DISK IS STAMPED PARIS NO. 1 1934.
 GD0193'
 GD0193'THE AZIMUTH MARK IS 205 FEET SOUTH OF A FIRE HYDRANT AT THE T
 GD0193'INTERSECTION OF DUNLAP STREET AND FLOWER LANE, 35 FEET WEST OF THE
 GD0193'NORTHWEST CORNER OF THE PORCH OF RESIDENCE NO. 913, 33 FEET SOUTH
 GD0193'OF POWERLINE TRANSFORMER POLE NO. BPU 3004, 24 FEET NORTH OF THE
 GD0193'CENTER OF THE SIDEWALK LEADING INTO RESIDENCE NO. 913, 15 FEET EAST
 GD0193'OF THE APPROXIMATE CENTER OF DUNLAP STREET, AND 6 FEET NORTH OF
 GD0193'THE CENTER OF A METAL COVER FOR A WATER METER HOUSING.  IT IS A
 GD0193'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 GD0193'CONCRETE RAMP OF A DRIVEWAY ON TANGENT WITH THE WEST EDGE OF THE
 GD0193'NORTH-SOUTH SIDEWALK, AND THE DISK IS STAMPED PARIS AZI. 1934.
 GD0193'
 GD0193'TO REACH THE AZIMUTH MARK FROM THE T INTERSECTION OF DUNLAP STREET
 GD0193'AND FLOWER LANE, CONTINUE SOUTH ON DUNLAP STREET FOR 205 FEET TO THE
 GD0193'MARK ON THE LEFT AS DESCRIBED.
 GD0193'
 GD0193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.75 MILE
 GD0193'SOUTH OF CENTER OF PARIS.
 GD0193
 GD0193                          STATION RECOVERY (1968)
 GD0193
 GD0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GD0193'AT PARIS.
 GD0193'TO REACH THE MARK FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD0193'STREET IN PARIS, GO SOUTH AND SOUTHEASTERLY ON STATE ROUTE 69
 GD0193'BUSINESS ROUTE FOR 0.4 OF A MILE TO DUNLAP STREET ON THE RIGHT.
 GD0193'HERE TURN RIGHT ON DUNLAP STREET AND GO SOUTHERLY FOR 0.3 OF A
 GD0193'MILE TO THE T INTERSECTION OF FLOWER LANE ON THE RIGHT, TURN
 GD0193'RIGHT ON FLOWER LANE AND GO WEST FOR 0.1 OF A MILE TO THE HOME
 GD0193'OF MR. PERRY BAXTER ON THE LEFT AND THE MARK IN HIS YARD AS
 GD0193'DESCRIBED.  IT IS AT THE PARIS 1934 TRIANGULATION STATION SITE,
 GD0193'118 FEET SOUTH OF THE APPROXIMATE CENTER OF FLOWER LANE, 79.90
 GD0193'FEET NORTH OF REFERENCE MARK NO. 1, 44 FEET SOUTHEAST OF THE
 GD0193'SOUTHEAST CORNER OF THE FENCE AROUND THE MC CAMPBELL FAMILY
 GD0193'CEMETERY, 17.0 FEET EAST-SOUTHEAST OF A WOODEN GUY POLE WITH A
 GD0193'METAL WITNESS SIGN ATTACHED, 11 FEET NORTH OF THE NORTHWEST
 GD0193'CORNER OF A LOG HOUSE, 7.4 FEET EAST OF THE SOUTHEAST CORNER OF
 GD0193'THE CONCRETE FOOTING FOR A TRANSFORMER SHACK, AND 7.1 FEET WEST
 GD0193'OF THE SOUTHWEST CORNER OF THE BAXTER HOME.  IT IS A STANDARD
 GD0193'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD0193'CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES AND THE DISK IS
 GD0193'STAMPED PARIS 1934.
 GD0193
 GD0193                          STATION RECOVERY (1971)
 GD0193
 GD0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (KKB)
 GD0193'PARIS STATION MARK RECOVERED IN GOOD CONDITION.
 GD0193'
 GD0193'PARIS STATION MARK 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GD0193'
 GD0193'NOTE--NEW HOUSE BUILT ON LINE OF SIGHT TO AZI. MK.  NOTE--LOGHOUSE
 GD0193'BUILT ON LINE OF SIGHT TO PARIS NO. 1 R. M.
 GD0193'
 GD0193'PARIS R. M. NO. 1 RECOVERED IN GOOD CONDITION.
 GD0193'
 GD0193'NOTE--LOGHOUSE BUILT ON LINE OF SIGHT TO STATION.
 GD0193'
 GD0193'PARIS NO 1 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GD0193'
 GD0193'PARIS AZI. (MK) RECOVERED IN GOOD CONDITION.
 GD0193'
 GD0193'PARIS AZI. 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GD0193'
 GD0193'PARIS R. M. 2 NOT FOUND.  DESTROYED ACCORDING TO PROPERTY OWNER.
 GD0193'
 GD0193'DISTANCE AND DIRECTION FROM NEAREST TOWN PARIS ON DUNLAP ST. (913).
 GD0193
 GD0193                          STATION RECOVERY (1985)
 GD0193
 GD0193'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1486 ***********************************************************************
 GD1486  DESIGNATION -  PARIS EPISCOPAL CHURCH SPIRE
 GD1486  PID         -  GD1486
 GD1486  STATE/COUNTY-  TN/HENRY
 GD1486  USGS QUAD   -  PARIS (1986)
 GD1486
 GD1486                         *CURRENT SURVEY CONTROL
 GD1486  ___________________________________________________________________
 GD1486* NAD 83(1995)-  36 18 08.62524(N)    088 19 32.99173(W)     ADJUSTED  
 GD1486* NAVD 88     -                                                        
 GD1486  ___________________________________________________________________
 GD1486  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GD1486  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1486
 GD1486  HORZ ORDER  -  THIRD
 GD1486
 GD1486.The horizontal coordinates were established by classical geodetic methods
 GD1486.and adjusted by the National Geodetic Survey in April 1999..
 GD1486
 GD1486
 GD1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1486
 GD1486.The geoid height was determined by GEOID03.
 GD1486
 GD1486;                    North         East     Units Scale Factor Converg.
 GD1486;SPC TN       -   220,950.774   391,121.496   MT  0.99998173   -1 21 41.9
 GD1486;SPC TN       -   724,902.66  1,283,204.44   sFT  0.99998173   -1 21 41.9
 GD1486;UTM  16      - 4,018,304.933   380,960.655   MT  0.99977459   -0 47 06.2
 GD1486
 GD1486                          SUPERSEDED SURVEY CONTROL
 GD1486
 GD1486  NAD 83(1995)-  36 18 08.63056(N)    088 19 32.99409(W) AD(       ) 4
 GD1486  NAD 83(1995)-  36 18 08.62789(N)    088 19 33.00261(W) AD(       ) 4
 GD1486  NAD 83(1986)-  36 18 08.63401(N)    088 19 32.99229(W) AD(       ) 4
 GD1486  NAD 27      -  36 18 08.44000(N)    088 19 32.80000(W) AD(       ) 3
 GD1486
 GD1486.Superseded values are not recommended for survey control.
 GD1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1486.See file dsdata.txt to determine how the superseded data were derived.
 GD1486
 GD1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF8096118305(NAD 83)
 GD1486_MARKER: 90 = CHURCH SPIRE
 GD1486
 GD1486  HISTORY     - Date     Condition        Report By
 GD1486  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1486  HISTORY     - 1953     GOOD             LOCENG
 GD1486  HISTORY     - 1971     GOOD             NGS
 GD1486  HISTORY     - 1985     GOOD             USPSQD
 GD1486  HISTORY     - 20040416 POOR             GEOCAC
 GD1486
 GD1486                          STATION DESCRIPTION
 GD1486
 GD1486'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (ETC)
 GD1486'PARIS EPISCOPAL CHURCH SPIRE RECOVERED IN GOOD CONDITION.
 GD1486'
 GD1486'ADD - 240 FEET SOUTHEAST OF SOUTHEAST CORNER COURT SQUARE IN PARIS,
 GD1486'TENN.
 GD1486'
 GD1486'DISTANCE AND DIRECTION FROM NEAREST TOWN 240 FEET SE OF SE COR. COURT
 GD1486'SQUARE IN PARIS.
 GD1486
 GD1486                          STATION RECOVERY (1971)
 GD1486
 GD1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (KKB)
 GD1486'PARIS EPISCOPAL CHURCH SPIRE RECOVERED IN GOOD CONDITION.
 GD1486'
 GD1486'THE STATION IS LOCATED IN THE CITY OF PARIS TENN. IT IS THE SPIRE
 GD1486'OF THE PARIS EPISCOPAL CHURCH, 240 FEET S. E. OF S. E. CORNER OF
 GD1486'COURT SQUARE.
 GD1486'
 GD1486'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PARIS.
 GD1486
 GD1486                          STATION RECOVERY (1985)
 GD1486
 GD1486'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1486'RECOVERED IN GOOD CONDITION.
 GD1486
 GD1486                          STATION RECOVERY (2004)
 GD1486
 GD1486'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 GD1486'THE LISTED COORDINATES ARE FOR THE HENRY COUNTY COURTHOUSE, NOT THE
 GD1486'EPISCOPAL CHURCH SPIRE WHICH IS ALMOST 400 FEET TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1487 ***********************************************************************
 FD1487  DESIGNATION -  PARK 2
 FD1487  PID         -  FD1487
 FD1487  STATE/COUNTY-  TN/MAURY
 FD1487  USGS QUAD   -  CARTERS CREEK (1982)
 FD1487
 FD1487                         *CURRENT SURVEY CONTROL
 FD1487  ___________________________________________________________________
 FD1487* NAD 83(1995)-  35 42 48.30310(N)    086 58 26.59400(W)     ADJUSTED  
 FD1487* NAVD 88     -       219.79   (meters)     721.1    (feet)  RESET     
 FD1487  ___________________________________________________________________
 FD1487  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD1487  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1487
 FD1487  HORZ ORDER  -  SECOND
 FD1487  VERT ORDER  -  THIRD
 FD1487
 FD1487.The horizontal coordinates were established by classical geodetic methods
 FD1487.and adjusted by the National Geodetic Survey in April 1999..
 FD1487
 FD1487.The orthometric height was computed from unverified reset data.
 FD1487.No vertical observational check was made to the station.
 FD1487
 FD1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1487
 FD1487.The geoid height was determined by GEOID03.
 FD1487
 FD1487;                    North         East     Units Scale Factor Converg.
 FD1487;SPC TN       -   153,557.501   511,864.866   MT  0.99995061   -0 34 12.9
 FD1487;SPC TN       -   503,796.57  1,679,343.31   sFT  0.99995061   -0 34 12.9
 FD1487;UTM  16      - 3,952,163.338   502,346.893   MT  0.99960007   +0 00 54.5
 FD1487
 FD1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1487!SPC TN       -   0.99996992  x   0.99995061  =   0.99992053
 FD1487!UTM  16      -   0.99996992  x   0.99960007  =   0.99957000
 FD1487
 FD1487|---------------------------------------------------------------------|
 FD1487| PID    Reference Object                     Distance      Geod. Az  |
 FD1487|                                                           dddmmss.s |
 FD1487| FD0632 PARK AZ MK                          344.545 METERS 04348     |
 FD1487| FD0630 PARK                                 38.990 METERS 07344     |
 FD1487| CG6266 PARK 2 RM 3                           6.633 METERS 13327     |
 FD1487| CG6267 PARK 2 RM 4                           5.285 METERS 33232     |
 FD1487|---------------------------------------------------------------------|
 FD1487
 FD1487                          SUPERSEDED SURVEY CONTROL
 FD1487
 FD1487  NAD 83(1995)-  35 42 48.30529(N)    086 58 26.59586(W) AD(       ) 2
 FD1487  NAD 83(1986)-  35 42 48.31395(N)    086 58 26.59617(W) AD(       ) 2
 FD1487  NAD 27      -  35 42 48.06397(N)    086 58 26.58442(W) AD(       ) 2
 FD1487  NGVD 29 (10/12/01)  219.77   (m)          721.0    (f) RESET       3  
 FD1487
 FD1487.Superseded values are not recommended for survey control.
 FD1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1487.See file dsdata.txt to determine how the superseded data were derived.
 FD1487
 FD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0234752163(NAD 83)
 FD1487_MARKER: DS = TRIANGULATION STATION DISK
 FD1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1487_STAMPING: PARK THD 2 1975
 FD1487_MARK LOGO: NGS   
 FD1487
 FD1487  HISTORY     - Date     Condition        Report By
 FD1487  HISTORY     - 1975     MONUMENTED       NGS
 FD1487
 FD1487                          STATION DESCRIPTION
 FD1487
 FD1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1487'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SPRINGHILL, 8 MILES
 FD1487'NORTHEAST OF COLUMBIA, NEAR THE SOUTHWEST CORNER OF A ROADSIDE PARK,
 FD1487'8 FEET SOUTH OF THE SOUTH SIDE OF A 60 INCH POPLAR TREE, 1 FOOT
 FD1487'SOUTH OF A METAL WITNESS POST, 20 FEET NORTHWEST OF THE NORTHWEST
 FD1487'SIDE OF A 48 INCH POPLAR TREE AND 116 FEET EAST OF THE CENTERLINE
 FD1487'OF A PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1487'PARK THD 2 1975.
 FD1487'
 FD1487'TO REACH THE STATION FROM THE U. S. POST OFFICE AT SPRINGHILL, GO
 FD1487'SOUTH ON U. S. HIGHWAY 31 FOR 3.6 MILES TO THE AZIMUTH MARK ON THE
 FD1487'LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON
 FD1487'THE RIGHT.
 FD1487'
 FD1487'REFERENCE MARK 3 IS 135 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 FD1487'1 FOOT WEST OF A METAL WITNESS POST AND 6 FEET NORTHEAST OF THE 48
 FD1487'INCH POPLAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1487'PARK THD 2 NO 3 1975.
 FD1487'
 FD1487'REFERENCE MARK 4 IS A STANDARD PRE CAST ALUMINUM MONUMENT FLUSH WITH
 FD1487'THE GROUND, STAMPED PARK THD 2 NO. 4 1975, 100 FEET EAST OF THE
 FD1487'CENTERLINE OF PAVED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, 9
 FD1487'FEET WEST OF THE 60 INCH POPLAR TREE AND 38 FEET NORTHWEST OF THE
 FD1487'48 INCH POPLAR TREE.
 FD1487'
 FD1487'THE AZIMUTH MARK IS A STANDARD THD DISK SET IN THE TOP OF A SQUARE
 FD1487'CONCRETE POST FLUSH WITH THE GROUND, STAMPED PARK AZI 1962, 70 FEET
 FD1487'NORTH OF A TELEPHONE POLE, 63 FEET SOUTH OF A TELEPHONE POLE, 46
 FD1487'FEET EAST OF THE NORTH BOUND LANE OF THE HIGHWAY, 1 FOOT WEST OF A
 FD1487'FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 FD1487'
 FD1487'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0632 ***********************************************************************
 FD0632  DESIGNATION -  PARK AZ MK
 FD0632  PID         -  FD0632
 FD0632  STATE/COUNTY-  TN/MAURY
 FD0632  USGS QUAD   -  CARTERS CREEK (1982)
 FD0632
 FD0632                         *CURRENT SURVEY CONTROL
 FD0632  ___________________________________________________________________
 FD0632* NAD 83(1995)-  35 42 56.37262(N)    086 58 17.10757(W)     ADJUSTED  
 FD0632* NAVD 88     -       219.919  (meters)     721.52   (feet)  ADJUSTED  
 FD0632  ___________________________________________________________________
 FD0632  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FD0632  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD0632  DYNAMIC HT  -         219.725 (meters)     720.88  (feet)  COMP
 FD0632  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FD0632
 FD0632  HORZ ORDER  -  THIRD
 FD0632  VERT ORDER  -  SECOND    CLASS 0
 FD0632
 FD0632.The horizontal coordinates were established by classical geodetic methods
 FD0632.and adjusted by the National Geodetic Survey in April 1999..
 FD0632.No horizontal observational check was made to the station.
 FD0632
 FD0632.The orthometric height was determined by differential leveling
 FD0632.and adjusted by the National Geodetic Survey in June 1991..
 FD0632
 FD0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0632
 FD0632.The geoid height was determined by GEOID03.
 FD0632
 FD0632.The dynamic height is computed by dividing the NAVD 88
 FD0632.geopotential number by the normal gravity value computed on the
 FD0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0632.degrees latitude (g = 980.6199 gals.).
 FD0632
 FD0632.The modeled gravity was interpolated from observed gravity values.
 FD0632
 FD0632;                    North         East     Units Scale Factor Converg.
 FD0632;SPC TN       -   153,803.813   512,105.760   MT  0.99995053   -0 34 07.3
 FD0632;SPC TN       -   504,604.68  1,680,133.65   sFT  0.99995053   -0 34 07.3
 FD0632;UTM  16      - 3,952,412.012   502,585.174   MT  0.99960008   +0 01 00.1
 FD0632
 FD0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0632!SPC TN       -   0.99996990  x   0.99995053  =   0.99992043
 FD0632!UTM  16      -   0.99996990  x   0.99960008  =   0.99956999
 FD0632
 FD0632|---------------------------------------------------------------------|
 FD0632| PID    Reference Object                     Distance      Geod. Az  |
 FD0632|                                                           dddmmss.s |
 FD0632| FD0630 PARK                                311.366 METERS 22013     |
 FD0632| FD1487 PARK 2                              344.545 METERS 22348     |
 FD0632|---------------------------------------------------------------------|
 FD0632
 FD0632                          SUPERSEDED SURVEY CONTROL
 FD0632
 FD0632  NAD 83(1995)-  35 42 56.37481(N)    086 58 17.10943(W) AD(       ) 3
 FD0632  NAD 83(1986)-  35 42 56.38347(N)    086 58 17.10970(W) AD(       ) 3
 FD0632  NAD 27      -  35 42 56.13371(N)    086 58 17.09835(W) AD(       ) 3
 FD0632  NGVD 29 (??/??/??)  219.90   (m)          721.5    (f) RESET       3  
 FD0632
 FD0632.Superseded values are not recommended for survey control.
 FD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0632.See file dsdata.txt to determine how the superseded data were derived.
 FD0632
 FD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0258552412(NAD 83)
 FD0632_MARKER: DD = SURVEY DISK
 FD0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0632_STAMPING: PARK AZI 1962
 FD0632_MARK LOGO: TNHD  
 FD0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0632+STABILITY: SURFACE MOTION
 FD0632
 FD0632  HISTORY     - Date     Condition        Report By
 FD0632  HISTORY     - 1962     MONUMENTED       TNHD
 FD0632  HISTORY     - 1963     GOOD             TNHD
 FD0632  HISTORY     - 1975     GOOD             NGS
 FD0632  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0632
 FD0632                          STATION DESCRIPTION
 FD0632
 FD0632'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0632'3.6 MI SW FROM SPRING HILL.
 FD0632'FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON U.S.
 FD0632'HIGHWAY 31 FOR 3.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 FD0632'70 FEET NORTH OF TELEPHONE POLE NO. 1495, 63 FEET SOUTH OF TELEPHONE
 FD0632'POLE NO. 1494, 46 FEET EAST OF THE CENTER LINE OF THE NORTH
 FD0632'BOUND LANE OF U.S. HIGHWAY 31 AND 1.7 FEET NORTH OF A WITNESS
 FD0632'POST.  IT IS SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0632
 FD0632                          STATION RECOVERY (1975)
 FD0632
 FD0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FD0632'RECOVERED
 FD0632
 FD0632                          STATION RECOVERY (1984)
 FD0632
 FD0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0632'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0164 ***********************************************************************
 FE0164  DESIGNATION -  PARKER
 FE0164  PID         -  FE0164
 FE0164  STATE/COUNTY-  TN/HENDERSON
 FE0164  USGS QUAD   -  CLARKSBURG (1986)
 FE0164
 FE0164                         *CURRENT SURVEY CONTROL
 FE0164  ___________________________________________________________________
 FE0164* NAD 83(1995)-  35 47 31.60254(N)    088 23 14.93749(W)     ADJUSTED  
 FE0164* NAVD 88     -       164.162  (meters)     538.59   (feet)  ADJUSTED  
 FE0164  ___________________________________________________________________
 FE0164  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FE0164  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0164  DYNAMIC HT  -         164.018 (meters)     538.12  (feet)  COMP
 FE0164  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE0164
 FE0164  HORZ ORDER  -  SECOND
 FE0164  VERT ORDER  -  SECOND    CLASS 0
 FE0164
 FE0164.The horizontal coordinates were established by classical geodetic methods
 FE0164.and adjusted by the National Geodetic Survey in April 1999..
 FE0164
 FE0164.The orthometric height was determined by differential leveling
 FE0164.and adjusted by the National Geodetic Survey in June 1991..
 FE0164
 FE0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0164
 FE0164.The geoid height was determined by GEOID03.
 FE0164
 FE0164.The dynamic height is computed by dividing the NAVD 88
 FE0164.geopotential number by the normal gravity value computed on the
 FE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0164.degrees latitude (g = 980.6199 gals.).
 FE0164
 FE0164.The modeled gravity was interpolated from observed gravity values.
 FE0164
 FE0164;                    North         East     Units Scale Factor Converg.
 FE0164;SPC TN       -   164,482.230   384,204.693   MT  0.99994867   -1 23 51.8
 FE0164;SPC TN       -   539,638.78  1,260,511.56   sFT  0.99994867   -1 23 51.8
 FE0164;UTM  16      - 3,961,778.990   374,618.206   MT  0.99979372   -0 48 41.7
 FE0164
 FE0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0164!SPC TN       -   0.99997867  x   0.99994867  =   0.99992734
 FE0164!UTM  16      -   0.99997867  x   0.99979372  =   0.99977239
 FE0164
 FE0164|---------------------------------------------------------------------|
 FE0164| PID    Reference Object                     Distance      Geod. Az  |
 FE0164|                                                           dddmmss.s |
 FE0164| FE0165 PARKER RM 1                          25.805 METERS 25737     |
 FE0164| FE0163 PARKER AZ MK                                       2853734.5 |
 FE0164| FE0166 PARKER RM 2                          27.758 METERS 33205     |
 FE0164|---------------------------------------------------------------------|
 FE0164
 FE0164                          SUPERSEDED SURVEY CONTROL
 FE0164
 FE0164  NAD 83(1995)-  35 47 31.60543(N)    088 23 14.94388(W) AD(       ) 2
 FE0164  NAD 83(1986)-  35 47 31.61314(N)    088 23 14.93809(W) AD(       ) 2
 FE0164  NAD 27      -  35 47 31.37500(N)    088 23 14.76500(W) AD(       ) 2
 FE0164  NGVD 29 (??/??/??)  164.185  (m)          538.66   (f) ADJUSTED    2 0
 FE0164
 FE0164.Superseded values are not recommended for survey control.
 FE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0164.See file dsdata.txt to determine how the superseded data were derived.
 FE0164
 FE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7461861779(NAD 83)
 FE0164_MARKER: DE = TRAVERSE STATION DISK
 FE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0164_STAMPING: PARKER 1959
 FE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0164+STABILITY: SURFACE MOTION
 FE0164
 FE0164  HISTORY     - Date     Condition        Report By
 FE0164  HISTORY     - 1959     MONUMENTED       CGS
 FE0164  HISTORY     - 1959     GOOD             CGS
 FE0164  HISTORY     - 1972     GOOD             TVA
 FE0164  HISTORY     - 20051108 MARK NOT FOUND   GEOCAC
 FE0164
 FE0164                          STATION DESCRIPTION
 FE0164
 FE0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0164'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF HUNTINGDON, 12 FEET
 FE0164'WEST OF A TRACK ROAD, 8 FEET SOUTH OF A FENCE CORNER AND 3 FEET WEST
 FE0164'OF A WITNESS POST. IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 FE0164'SQUARE CONCRETE POST WITH AN UNDERGROUND MARK, IS SET FLUSH
 FE0164'WITH THE SURROUNDING SURFACE AND IS STAMPED PARKER 1959.
 FE0164'
 FE0164'TO REACH THE STATION FROM PARKER CROSSROADS, WHICH IS 14 MILES SOUTH
 FE0164'OF HUNTINGDON ON STATE HIGHWAY NO. 22, GO EAST ON BLACKTOP ROAD FOR
 FE0164'0.2 MILES TO A TRACK ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE
 FE0164'TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 FE0164'DESCRIBED.
 FE0164'
 FE0164'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE. IT
 FE0164'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET
 FE0164'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED PARKER NO 1 1959.
 FE0164'
 FE0164'REFERENCE MARK NO. 2 IS 9 FEET WEST OF A NORTH-SOUTH FENCE LINE. IT
 FE0164'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET
 FE0164'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED PARKER NO 2 1959.
 FE0164'
 FE0164'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FE0164'106.5 FEET.
 FE0164'
 FE0164'THE AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF STATE HIGHWAY NO.
 FE0164'22, 3.5 FEET SOUTH OF POWER LINE POLE NO. 128 AND 1.8 FEET SOUTH
 FE0164'OF A WITNESS POST. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FE0164'CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 FE0164'STAMPED PARKER 1959.
 FE0164'
 FE0164'TO REACH THE AZIMUTH MARK FROM PARKER CROSSROADS, GO SOUTH ON STATE
 FE0164'HIGHWAY NO. 22 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE0164'DESCRIBED.
 FE0164
 FE0164                          STATION RECOVERY (1959)
 FE0164
 FE0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0164'7.8 MI SW FROM YUMA.
 FE0164'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0164'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0164'SOUTH ALONG A GRAVELED AND ASPHALT ROAD, THENCE 1.55 MILES WEST ON
 FE0164'AN ASPHALT ROAD, THENCE 0.1 MILE SOUTH ON A FIELD ROAD.  IT IS
 FE0164'12 FEET WEST OF A TRACK ROAD, 8 FEET SOUTH OF A FENCE CORNER,
 FE0164'3 FEET WEST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A
 FE0164'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURROUNDING
 FE0164'SURFACE.
 FE0164
 FE0164                          STATION RECOVERY (1972)
 FE0164
 FE0164'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE0164'CONDITION OF POINT WHEN FOUND GOOD.
 FE0164'
 FE0164'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PARKER 1959.
 FE0164'
 FE0164'ADD TO DESCRIPTION--
 FE0164'66.0 N 30 W OF A 10 INCH RED OAK.
 FE0164'
 FE0164'PARKER RM 1-CONDITION OF POINT FOUND GOOD.
 FE0164'
 FE0164'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PARKER NO. 1 1959.
 FE0164'
 FE0164'ADD TO DESCRIPTION--
 FE0164'5.0 N 30 E OF A 4 INCH RED OAK.
 FE0164'
 FE0164'PARKER RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0164'
 FE0164'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PARKER NO. 2 1959.
 FE0164'
 FE0164'ORIGINAL DESCRIPTION IS GOOD.
 FE0164'
 FE0164'PARKER AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0164'
 FE0164'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PARKER 1959
 FE0164'(AZIMUTH).
 FE0164'
 FE0164'ADD TO DESCRIPTION.
 FE0164'ABOUT 115 FT NE OF NE CORNER OF MORGANS SERVICE STATION.
 FE0164'6.0 S 6 SE OF POWERPOLE.
 FE0164'1 FOOT UNDERGROUND.
 FE0164'
 FE0164'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.5 MILES SOUTH OF
 FE0164'CLARKSBURG.
 FE0164
 FE0164                          STATION RECOVERY (2005)
 FE0164
 FE0164'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 FE0164'THE LAND AROUND THE ADJUSTED COORDINATES HAS BEEN CLEARED VERY
 FE0164'THOROUGHLY, PROBABLY
 FE0164' WITH A BULLDOZER, SOME TIME IN THE PAST SEVERAL YEARS.  DILIGENT
 FE0164'SEARCH INCLUDING USE OF
 FE0164'HANDHELD GPS AND METAL DETECTOR REVEALED NO TRACE OF THE MARK OR THE
 FE0164'REFERENCE MARKS.  THE
 FE0164'RED OAK AND THE FENCES ARE GONE.  THE UNDERGROUND MARK MAY STILL BE
 FE0164'WHERE IT WAS PLACED,
 FE0164'BUT THE FEASIBILITY OF RECOVERING IT HAS BEEN DEEPLY COMPROMISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0163 ***********************************************************************
 FE0163  DESIGNATION -  PARKER AZ MK
 FE0163  PID         -  FE0163
 FE0163  STATE/COUNTY-  TN/HENDERSON
 FE0163  USGS QUAD   -  CLARKSBURG (1986)
 FE0163
 FE0163                         *CURRENT SURVEY CONTROL
 FE0163  ___________________________________________________________________
 FE0163* NAD 83(1986)-  35 47 33.     (N)    088 23 29.     (W)     SCALED    
 FE0163* NAVD 88     -       157.461  (meters)     516.60   (feet)  ADJUSTED  
 FE0163  ___________________________________________________________________
 FE0163  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0163  DYNAMIC HT  -         157.323 (meters)     516.15  (feet)  COMP
 FE0163  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FE0163
 FE0163  VERT ORDER  -  SECOND    CLASS 0
 FE0163
 FE0163.The horizontal coordinates were scaled from a topographic map and have
 FE0163.an estimated accuracy of +/- 6 seconds.
 FE0163
 FE0163.The orthometric height was determined by differential leveling
 FE0163.and adjusted by the National Geodetic Survey in June 1991..
 FE0163
 FE0163.The geoid height was determined by GEOID03.
 FE0163
 FE0163.The dynamic height is computed by dividing the NAVD 88
 FE0163.geopotential number by the normal gravity value computed on the
 FE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0163.degrees latitude (g = 980.6199 gals.).
 FE0163
 FE0163.The modeled gravity was interpolated from observed gravity values.
 FE0163
 FE0163;                    North         East    Units  Estimated Accuracy
 FE0163;SPC TN       -   164,530.      383,850.      MT  (+/- 180 meters Scaled)
 FE0163
 FE0163                          SUPERSEDED SURVEY CONTROL
 FE0163
 FE0163  NGVD 29 (??/??/??)  157.484  (m)          516.68   (f) ADJUSTED    2 0
 FE0163
 FE0163.Superseded values are not recommended for survey control.
 FE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0163.See file dsdata.txt to determine how the superseded data were derived.
 FE0163
 FE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE742618(NAD 83)
 FE0163_MARKER: DZ = AZIMUTH MARK DISK
 FE0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0163_STAMPING: PARKER 1959
 FE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0163+STABILITY: SURFACE MOTION
 FE0163
 FE0163  HISTORY     - Date     Condition        Report By
 FE0163  HISTORY     - 1959     MONUMENTED       CGS
 FE0163  HISTORY     - 1959     GOOD             CGS
 FE0163
 FE0163                          STATION DESCRIPTION
 FE0163
 FE0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0163'8 MI SW FROM YUMA.
 FE0163'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0163'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND SOUTH
 FE0163'ALONG A GRAVELED AND ASPHALT ROAD, THENCE 1.85 MILES WEST ALONG
 FE0163'AN ASPHALT ROAD, THENCE 0.05 SOUTH ALONG STATE HIGHWAY 22.
 FE0163'IT IS 37 FEET WEST OF THE CENTER OF STATE HIGHWAY 22, 3.5 FEET
 FE0163'SOUTH OF POWER LINE POLE NO. 128, 1.8 FEET SOUTH OF A WITNESS
 FE0163'SIGN.  THE MARK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FE0163'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0165 ***********************************************************************
 FE0165  DESIGNATION -  PARKER RM 1
 FE0165  PID         -  FE0165
 FE0165  STATE/COUNTY-  TN/HENDERSON
 FE0165  USGS QUAD   -  CLARKSBURG (1986)
 FE0165
 FE0165                         *CURRENT SURVEY CONTROL
 FE0165  ___________________________________________________________________
 FE0165* NAD 83(1986)-  35 47 31.     (N)    088 23 15.     (W)     SCALED    
 FE0165* NAVD 88     -       163.262  (meters)     535.64   (feet)  ADJUSTED  
 FE0165  ___________________________________________________________________
 FE0165  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0165  DYNAMIC HT  -         163.120 (meters)     535.17  (feet)  COMP
 FE0165  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE0165
 FE0165  VERT ORDER  -  SECOND    CLASS 0
 FE0165
 FE0165.The horizontal coordinates were scaled from a topographic map and have
 FE0165.an estimated accuracy of +/- 6 seconds.
 FE0165
 FE0165.The orthometric height was determined by differential leveling
 FE0165.and adjusted by the National Geodetic Survey in June 1991..
 FE0165
 FE0165.The geoid height was determined by GEOID03.
 FE0165
 FE0165.The dynamic height is computed by dividing the NAVD 88
 FE0165.geopotential number by the normal gravity value computed on the
 FE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0165.degrees latitude (g = 980.6199 gals.).
 FE0165
 FE0165.The modeled gravity was interpolated from observed gravity values.
 FE0165
 FE0165;                    North         East    Units  Estimated Accuracy
 FE0165;SPC TN       -   164,460.      384,200.      MT  (+/- 180 meters Scaled)
 FE0165
 FE0165                          SUPERSEDED SURVEY CONTROL
 FE0165
 FE0165  NGVD 29 (??/??/??)  163.285  (m)          535.71   (f) ADJUSTED    2 0
 FE0165
 FE0165.Superseded values are not recommended for survey control.
 FE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0165.See file dsdata.txt to determine how the superseded data were derived.
 FE0165
 FE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE746617(NAD 83)
 FE0165_MARKER: DR = REFERENCE MARK DISK
 FE0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0165_STAMPING: PARKER NO 1 1959
 FE0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0165+STABILITY: SURFACE MOTION
 FE0165
 FE0165  HISTORY     - Date     Condition        Report By
 FE0165  HISTORY     - 1959     MONUMENTED       CGS
 FE0165  HISTORY     - 1959     GOOD             CGS
 FE0165
 FE0165                          STATION DESCRIPTION
 FE0165
 FE0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0165'7.8 MI SW FROM YUMA.
 FE0165'IT IS LOCATED AT THE PARKER 1959 STATION SITE, 84.6 FEET WEST
 FE0165'OF THE STATION MARK, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 FE0165'THE MARK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FE0165'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0166 ***********************************************************************
 FE0166  DESIGNATION -  PARKER RM 2
 FE0166  PID         -  FE0166
 FE0166  STATE/COUNTY-  TN/HENDERSON
 FE0166  USGS QUAD   -  CLARKSBURG (1986)
 FE0166
 FE0166                         *CURRENT SURVEY CONTROL
 FE0166  ___________________________________________________________________
 FE0166* NAD 83(1986)-  35 47 30.     (N)    088 23 14.     (W)     SCALED    
 FE0166* NAVD 88     -       164.672  (meters)     540.26   (feet)  ADJUSTED  
 FE0166  ___________________________________________________________________
 FE0166  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0166  DYNAMIC HT  -         164.527 (meters)     539.79  (feet)  COMP
 FE0166  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE0166
 FE0166  VERT ORDER  -  SECOND    CLASS 0
 FE0166
 FE0166.The horizontal coordinates were scaled from a topographic map and have
 FE0166.an estimated accuracy of +/- 6 seconds.
 FE0166
 FE0166.The orthometric height was determined by differential leveling
 FE0166.and adjusted by the National Geodetic Survey in June 1991..
 FE0166
 FE0166.The geoid height was determined by GEOID03.
 FE0166
 FE0166.The dynamic height is computed by dividing the NAVD 88
 FE0166.geopotential number by the normal gravity value computed on the
 FE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0166.degrees latitude (g = 980.6199 gals.).
 FE0166
 FE0166.The modeled gravity was interpolated from observed gravity values.
 FE0166
 FE0166;                    North         East    Units  Estimated Accuracy
 FE0166;SPC TN       -   164,430.      384,230.      MT  (+/- 180 meters Scaled)
 FE0166
 FE0166                          SUPERSEDED SURVEY CONTROL
 FE0166
 FE0166  NGVD 29 (??/??/??)  164.694  (m)          540.33   (f) ADJUSTED    2 0
 FE0166
 FE0166.Superseded values are not recommended for survey control.
 FE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0166.See file dsdata.txt to determine how the superseded data were derived.
 FE0166
 FE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE746617(NAD 83)
 FE0166_MARKER: DR = REFERENCE MARK DISK
 FE0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0166_STAMPING: PARKER NO 2 1959
 FE0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0166+STABILITY: SURFACE MOTION
 FE0166
 FE0166  HISTORY     - Date     Condition        Report By
 FE0166  HISTORY     - 1959     MONUMENTED       CGS
 FE0166  HISTORY     - 1959     GOOD             CGS
 FE0166
 FE0166                          STATION DESCRIPTION
 FE0166
 FE0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0166'7.8 MI SW FROM YUMA.
 FE0166'IT IS LOCATED AT THE PARKER 1959 STATION SITE, 91.1 FEET
 FE0166'NORTH-NORTHWEST OF THE STATION MARK, 9 FEET WEST OF A
 FE0166'NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A
 FE0166'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURROUNDING
 FE0166'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2374 ***********************************************************************
 FE2374  DESIGNATION -  PARKVIEW
 FE2374  PID         -  FE2374
 FE2374  STATE/COUNTY-  TN/MADISON
 FE2374  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2374
 FE2374                         *CURRENT SURVEY CONTROL
 FE2374  ___________________________________________________________________
 FE2374* NAD 83(1995)-  35 36 44.08327(N)    088 47 58.36540(W)     ADJUSTED  
 FE2374* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2374  ___________________________________________________________________
 FE2374  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE2374  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2374
 FE2374  HORZ ORDER  -  FIRST
 FE2374
 FE2374.The horizontal coordinates were established by classical geodetic methods
 FE2374.and adjusted by the National Geodetic Survey in April 1999..
 FE2374
 FE2374.The orthometric height was scaled from a topographic map.
 FE2374
 FE2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2374
 FE2374.The geoid height was determined by GEOID03.
 FE2374
 FE2374;                    North         East     Units Scale Factor Converg.
 FE2374;SPC TN       -   145,521.526   346,398.532   MT  0.99995585   -1 38 20.3
 FE2374;SPC TN       -   477,431.87  1,136,475.85   sFT  0.99995585   -1 38 20.3
 FE2374;UTM  16      - 3,942,432.896   337,012.260   MT  0.99992736   -1 02 53.2
 FE2374
 FE2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2374!SPC TN       -   0.99998529  x   0.99995585  =   0.99994114
 FE2374!UTM  16      -   0.99998529  x   0.99992736  =   0.99991265
 FE2374
 FE2374|---------------------------------------------------------------------|
 FE2374| PID    Reference Object                     Distance      Geod. Az  |
 FE2374|                                                           dddmmss.s |
 FE2374| CG4778 PARKVIEW RM 1                        22.814 METERS 21843     |
 FE2374| CG4777 PARKVIEW AZ MK                                     2665327.1 |
 FE2374| CG4779 PARKVIEW RM 2                        31.138 METERS 31612     |
 FE2374|---------------------------------------------------------------------|
 FE2374
 FE2374                          SUPERSEDED SURVEY CONTROL
 FE2374
 FE2374  NAD 83(1995)-  35 36 44.08818(N)    088 47 58.37031(W) AD(       ) 1
 FE2374  NAD 83(1986)-  35 36 44.09479(N)    088 47 58.36632(W) AD(       ) 1
 FE2374  NAD 27      -  35 36 43.83900(N)    088 47 58.16300(W) AD(       ) 1
 FE2374
 FE2374.Superseded values are not recommended for survey control.
 FE2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2374.See file dsdata.txt to determine how the superseded data were derived.
 FE2374
 FE2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3701242433(NAD 83)
 FE2374_MARKER: DS = TRIANGULATION STATION DISK
 FE2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2374_STAMPING: PARKVIEW 1951
 FE2374_MARK LOGO: CGS   
 FE2374_PROJECTION: RECESSED 5 CENTIMETERS
 FE2374_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2374+STABILITY: SURFACE MOTION
 FE2374
 FE2374  HISTORY     - Date     Condition        Report By
 FE2374  HISTORY     - 1951     MONUMENTED       CGS
 FE2374  HISTORY     - 19850314 GOOD             NGS
 FE2374
 FE2374                          STATION DESCRIPTION
 FE2374
 FE2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2374'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE PARKVIEW SCHOOL
 FE2374'LAWN IN THE CITY OF JACKSON.  IT IS 92 FEET NORTH OF THE
 FE2374'INTERSECTION OF EAST CHESTER STREET AND VANCE AVE., 78.1 FEET SOUTH
 FE2374'OF THE SOUTHEAST CORNER OF THE SCHOOL, 61 FEET NORTH OF THE NORTH
 FE2374'EDGE OF THE SIDEWALK ON EAST CHESTER STREET AND 17 FEET WEST OF THE
 FE2374'EAST SCHOOL PROPERTY LINE. THE MARK IS FLUSH WITH THE GROUND AND
 FE2374'THE DISK IS STAMPED PARKVIEW 1951.
 FE2374'
 FE2374'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE SIDEWALK ON EAST
 FE2374'CHESTER STREET, 60 FEET EAST OF A POWER POLE AND 27 FEET NORTH OF
 FE2374'THE CENTER OF THE STREET.  THE MARK IS FLUSH WITH THE SIDEWALK AND
 FE2374'THE DISK IS STAMPED PARKVIEW NO 2 1951.
 FE2374'
 FE2374'REFERENCE MARK NO. 2 IS ON THE SOUTH EDGE OF THE SCHOOL SIDEWALK,
 FE2374'78.3 FEET WEST OF THE SOUTHEAST CORNER OF THE SCHOOL AND 7.8 FEET
 FE2374'SOUTH OF THE FRONT WALL OF THE SCHOOL.  THE MARK IS SET ABOUT 3
 FE2374'INCHES BELOW THE SIDEWALK AND THE DISK IS STAMPED PARKVIEW NO 1
 FE2374'1951.
 FE2374'
 FE2374'AZIMUTH MARK IS SET BETWEEN THE SIDEWALK AND CURB IN FRONT OF HOUSE
 FE2374'NO. 818 EAST CHESTER STREET.  IT IS 33 FEET NORTH OF THE NORTHEAST
 FE2374'CORNER OF THE HOUSE, 25 FEET EAST OF THE SIDEWALK LEADING TO THE
 FE2374'HOUSE AND 20 FEET SOUTH OF THE CENTER OF THE STREET.  THE MARK IS
 FE2374'FLUSH WITH THE GROUND AND THE DISK IS STAMPED PARKVIEW 1951.
 FE2374'
 FE2374'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2374
 FE2374                          STATION RECOVERY (1985)
 FE2374
 FE2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2374'THE STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 AND
 FE2374'THE AZ MK WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.  THE
 FE2374'DISTANCE AND DIRECTION TO RM 2 BOTH CHECKED PREVIOUS DATA.  RM 3 AND
 FE2374'AZ MK 2 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 FE2374' 
 FE2374'THE STATION IS LOCATED IN EAST JACKSON AT THE EAST EDGE OF THE FRONT
 FE2374'LAWN OF THE PARKVIEW ELEMENTARY SCHOOL.  TO REACH THE STATION FROM THE
 FE2374'COURTHOUSE IN JACKSON GO 0.2 KM (0.10 MI) SOUTH ON HIGHLAND AVENUE TO
 FE2374'CHESTER STREET THEN 1.8 KM (1.10 MI) EAST ON CHESTER STREET TO THE
 FE2374'PARKVIEW ELEMENTARY SCHOOL ON THE LEFT AND THE STATION.
 FE2374' 
 FE2374'THE STATION IS A STANDARD CGS DISK STAMPED---PARKVIEW 1951---, SET
 FE2374'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 FE2374'DIAMETER, RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS
 FE2374'LOCATED 27.6 METERS (90.6 FT) NORTH FROM THE CENTERLINE OF EAST
 FE2374'CHESTER
 FE2374'STREER, 23.8 METERS (78.1 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 FE2374'SCHOOL, 22.7 METERS (74.5 FT) EAST FROM A 0.40 METER (1.31 FT) POPLAR
 FE2374'TREE, 2.0 METERS (6.6 FT) WEST FROM THE WEST EDGE OF A SIDEWALK.
 FE2374' 
 FE2374'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--PARKVIEW NO 2
 FE2374'1951--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2374'(30 CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE
 FE2374'STATION IS LOCATED 23.9 METERS (78.4 FT) WEST FROM THE SOUTHEAST
 FE2374'CORNER OF THE SCHOOL, 15.1 METERS (49.5 FT) NORTH FROM A 0.40 METER
 FE2374'(1.31 FT) POPLAR TREE, 2.4 METERS (7.9 FT) SOUTH FROM THE SOUTH WALL
 FE2374'OF THE SCHOOL, AND 0.1 METERS (0.3 FT) HIGHER THAN THE STATION.
 FE2374' 
 FE2374'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--PARKVIEW 1951 NO 3
 FE2374'1985---, SET INTO A CONCRETE SIDEWALK.  THE STATION IS LOCATED 26.9
 FE2374'METERS (88.3 FT) EAST-NORTHEAST FROM A 0.40 METER (1.31 FT) POPLAR
 FE2374'TREE, 2.0 METERS (6.6 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 FE2374'THE SCHOOL, 0.6 METERS (2.0 FT) SOUTH FROM THE SOUTH WALL OF THE
 FE2374'SCHOOL, AND 0.1 METERS (0.3 FT) HIGHER THAN THE STATION.
 FE2374' 
 FE2374'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK
 FE2374'STAMPED---PARKVIEW 1951 NO 2 1985---, SET IN A CONCRETE SIDEWALK.
 FE2374'THE STATION IS LOCATED 8.2 METERS (26.9 FT) NORTH FROM THE NORTHEAST
 FE2374'CORNER OF HOUSE NUMBER 816, 1.8 METERS (5.9 FT) SOUTH FROM THE SOUTH
 FE2374'CURB OF CHESTER STREET, 1.5 METERS (4.9 FT) NORTHEAST FROM A WATER
 FE2374'METER BOX, 0.9 METERS (3.0 FT) WEST-NORTHWEST FROM POWER POLE NUMBER
 FE2374'820 J. THE STATION IS LOCATED IN EAST JACKSON AT THE SOUTH EDGE OF
 FE2374'CHESTER STREET JUST EAST OF THE JUNCTION WITH US HIGHWAY 70 BYPASS.
 FE2374'TO REACH THE STATION FROM THE COURT HOUSE IN JACKSON GO 0.2 KM (0.10
 FE2374'MI) SOUTH ON HIGHLAND AVENUE TO CHESTER STREET THEN 1.4 KM (0.85 MI)
 FE2374'EAST ON CHESTER STREET TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2788 ***********************************************************************
 FE2788  PACS        -  This is a Primary Airport Control Station.
 FE2788  DESIGNATION -  PARSPORT
 FE2788  PID         -  FE2788
 FE2788  STATE/COUNTY-  TN/DECATUR
 FE2788  USGS QUAD   -  PARSONS (1986)
 FE2788
 FE2788                         *CURRENT SURVEY CONTROL
 FE2788  ___________________________________________________________________
 FE2788* NAD 83(1995)-  35 38 21.53967(N)    088 07 43.08362(W)     ADJUSTED  
 FE2788* NAVD 88     -       156.09   (meters)     512.1    (feet)  GPS OBS   
 FE2788  ___________________________________________________________________
 FE2788  X           -     169,467.457 (meters)                     COMP
 FE2788  Y           -  -5,186,756.030 (meters)                     COMP
 FE2788  Z           -   3,695,815.662 (meters)                     COMP
 FE2788  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE2788  ELLIP HEIGHT-         127.97  (meters)          (02/20/01) GPS OBS
 FE2788  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2788
 FE2788  HORZ ORDER  -  B
 FE2788  ELLP ORDER  -  SECOND    CLASS I
 FE2788
 FE2788.This mark is at Scott Field Airport (0M1)
 FE2788
 FE2788.The horizontal coordinates were established by GPS observations
 FE2788.and adjusted by the National Geodetic Survey in February 2001..
 FE2788
 FE2788.The orthometric height was determined by GPS observations and a
 FE2788.high-resolution geoid model.
 FE2788
 FE2788.GPS derived orthometric heights for airport stations designated as
 FE2788.PACS or SACS are published to 2 decimal places.  This maintains
 FE2788.centimeter relative accuracy between the PACS and SACS.  It does
 FE2788.not indicate centimeter accuracy relative to other marks which are
 FE2788.part of the NAVD 88 network.
 FE2788
 FE2788.Photographs are available for this station.
 FE2788
 FE2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2788
 FE2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2788
 FE2788.The ellipsoidal height was determined by GPS observations
 FE2788.and is referenced to NAD 83.
 FE2788
 FE2788.The geoid height was determined by GEOID03.
 FE2788
 FE2788;                    North         East     Units Scale Factor Converg.
 FE2788;SPC TN       -   146,994.054   407,228.388   MT  0.99995415   -1 14 46.3
 FE2788;SPC TN       -   482,262.99  1,336,048.47   sFT  0.99995415   -1 14 46.3
 FE2788;UTM  16      - 3,944,531.067   397,815.558   MT  0.99972867   -0 39 27.7
 FE2788
 FE2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2788!SPC TN       -   0.99997991  x   0.99995415  =   0.99993407
 FE2788!UTM  16      -   0.99997991  x   0.99972867  =   0.99970859
 FE2788
 FE2788:                Primary Azimuth Mark                     Grid Az
 FE2788:SPC TN       -  PARSPORT AZ MK                           335 26 42.3
 FE2788:UTM  16      -  PARSPORT AZ MK                           334 51 23.7
 FE2788
 FE2788|---------------------------------------------------------------------|
 FE2788| PID    Reference Object                     Distance      Geod. Az  |
 FE2788|                                                           dddmmss.s |
 FE2788| FE2789 PARSPORT AZ MK                      434.324 METERS 3341156.0 |
 FE2788|---------------------------------------------------------------------|
 FE2788
 FE2788                          SUPERSEDED SURVEY CONTROL
 FE2788
 FE2788  NAD 83(1995)-  35 38 21.54518(N)    088 07 43.09304(W) AD(       ) 3
 FE2788  ELLIP H (04/12/99)  127.68   (m)                       GP(       ) 4 1
 FE2788  NAD 83(1995)-  35 38 21.54539(N)    088 07 43.09396(W) AD(       ) 3
 FE2788  NGVD 29 (09/17/90)  155.7    (m)          511.     (f) GPS OBS        
 FE2788
 FE2788.Superseded values are not recommended for survey control.
 FE2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2788.See file dsdata.txt to determine how the superseded data were derived.
 FE2788
 FE2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9781644531(NAD 83)
 FE2788_MARKER: I = METAL ROD
 FE2788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2788_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2788_STAMPING: PARSPORT 1987
 FE2788_MARK LOGO: NONE  
 FE2788_PROJECTION: RECESSED 2 CENTIMETERS
 FE2788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2788+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE2788_ROD/PIPE-DEPTH: 9.44 meters
 FE2788_SLEEVE-DEPTH  : 0.90 meters
 FE2788
 FE2788  HISTORY     - Date     Condition        Report By
 FE2788  HISTORY     - 1987     MONUMENTED       NGS
 FE2788  HISTORY     - 19890713 GOOD
 FE2788  HISTORY     - 1999     GOOD             LOWE
 FE2788
 FE2788                          STATION DESCRIPTION
 FE2788
 FE2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2788'0.65 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF US
 FE2788'HIGHWAY 412 IN PARSONS TO THE JUNCTION OF A BLACK TOP ROAD, THENCE
 FE2788'0.30 MILE ALONG THE BLACK TOP ROAD TO THE BRICK OFFICE BUILDING FOR
 FE2788'PARSONS MUNICIPAL AIRPORT, CONTINUE WESTERLY ALONG TAXIWAY FOR 0.05
 FE2788'MILE TO JUNCTION OF RUNWAY AND MARK ON RIGHT, A 3-D MARK A STAINLESS
 FE2788'STEEL ROD DRIVEN 31.0 FEET TO REFUSAL 4 INCHES BELOW GROUND ENCASED
 FE2788'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC
 FE2788'PIPE WITH A LOGO CAP ---STAMPED PARSPORT 1987, 1 INCH BELOW GROUND,
 FE2788'WITH A RAILROAD SPIKE IN CONCRETE, 34.2 FEET NORTHEAST OF NORTHEAST
 FE2788'EDGE OF RUNWAY, 43.7 FEET NORTHWEST OF NORTHWEST EDGE OF TAXIWAY
 FE2788'7.0 FEET WEST OF WEST CORNER OF BRICK OFFICE BUILDING 77.0 FEET23*
 FE2788'SOUTHWEST OF SOUTHWEST EDGE OF ASPHALT PARKING LOT, 29.5 FEET
 FE2788'NORTHEAST OF A STEEL PIPE FOR A DIRECTIONAL BOX AND 1.0 FOOT SOUTHEAST
 FE2788'OF A FIBERGLASS WITNESS POST.
 FE2788'
 FE2788'NOTE--  CONTACT SONNY BYTER (MANAGER) AT 901 847 7423 BEFORE WORKING
 FE2788'ON AIRPORT.
 FE2788
 FE2788                          STATION RECOVERY (1989)
 FE2788
 FE2788'RECOVERED 1989
 FE2788'RECOVERED IN GOOD CONDITION.
 FE2788
 FE2788                          STATION RECOVERY (1999)
 FE2788
 FE2788'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2788'RECOVERED 1999
 FE2788'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2788'AIRPORT CONTROL STATION.
 FE2788' 
 FE2788' 
 FE2788'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2789 ***********************************************************************
 FE2789  SACS        -  This is a Secondary Airport Control Station.
 FE2789  DESIGNATION -  PARSPORT AZ MK
 FE2789  PID         -  FE2789
 FE2789  STATE/COUNTY-  TN/DECATUR
 FE2789  USGS QUAD   -  PARSONS (1986)
 FE2789
 FE2789                         *CURRENT SURVEY CONTROL
 FE2789  ___________________________________________________________________
 FE2789* NAD 83(1995)-  35 38 34.22700(N)    088 07 50.59772(W)     ADJUSTED  
 FE2789* NAVD 88     -       153.48   (meters)     503.5    (feet)  GPS OBS   
 FE2789  ___________________________________________________________________
 FE2789  X           -     169,271.006 (meters)                     COMP
 FE2789  Y           -  -5,186,532.352 (meters)                     COMP
 FE2789  Z           -   3,696,131.933 (meters)                     COMP
 FE2789  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FE2789  ELLIP HEIGHT-         125.37  (meters)          (02/20/01) GPS OBS
 FE2789  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2789
 FE2789  HORZ ORDER  -  FIRST
 FE2789  ELLP ORDER  -  SECOND    CLASS I
 FE2789
 FE2789.This mark is at Scott Field Airport (0M1)
 FE2789
 FE2789.The horizontal coordinates were established by GPS observations
 FE2789.and adjusted by the National Geodetic Survey in February 2001..
 FE2789
 FE2789.The orthometric height was determined by GPS observations and a
 FE2789.high-resolution geoid model.
 FE2789
 FE2789.GPS derived orthometric heights for airport stations designated as
 FE2789.PACS or SACS are published to 2 decimal places.  This maintains
 FE2789.centimeter relative accuracy between the PACS and SACS.  It does
 FE2789.not indicate centimeter accuracy relative to other marks which are
 FE2789.part of the NAVD 88 network.
 FE2789
 FE2789.Photographs are available for this station.
 FE2789
 FE2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2789
 FE2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2789
 FE2789.The ellipsoidal height was determined by GPS observations
 FE2789.and is referenced to NAD 83.
 FE2789
 FE2789.The geoid height was determined by GEOID03.
 FE2789
 FE2789;                    North         East     Units Scale Factor Converg.
 FE2789;SPC TN       -   147,389.081   407,047.906   MT  0.99995394   -1 14 50.7
 FE2789;SPC TN       -   483,559.01  1,335,456.34   sFT  0.99995394   -1 14 50.7
 FE2789;UTM  16      - 3,944,924.132   397,631.071   MT  0.99972913   -0 39 32.3
 FE2789
 FE2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2789!SPC TN       -   0.99998032  x   0.99995394  =   0.99993426
 FE2789!UTM  16      -   0.99998032  x   0.99972913  =   0.99970946
 FE2789
 FE2789:                Primary Azimuth Mark                     Grid Az
 FE2789:SPC TN       -  PARSPORT                                 155 26 42.3
 FE2789:UTM  16      -  PARSPORT                                 154 51 23.9
 FE2789
 FE2789|---------------------------------------------------------------------|
 FE2789| PID    Reference Object                     Distance      Geod. Az  |
 FE2789|                                                           dddmmss.s |
 FE2789| FE2788 PARSPORT                            434.324 METERS 1541151.6 |
 FE2789|---------------------------------------------------------------------|
 FE2789
 FE2789                          SUPERSEDED SURVEY CONTROL
 FE2789
 FE2789  NAD 83(1995)-  35 38 34.23248(N)    088 07 50.60722(W) AD(       ) 3
 FE2789  ELLIP H (04/12/99)  125.07   (m)                       GP(       ) 4 1
 FE2789  NAD 83(1995)-  35 38 34.23269(N)    088 07 50.60813(W) AD(       ) 3
 FE2789  NGVD 29 (09/17/90)  153.1    (m)          502.     (f) GPS OBS        
 FE2789
 FE2789.Superseded values are not recommended for survey control.
 FE2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2789.See file dsdata.txt to determine how the superseded data were derived.
 FE2789
 FE2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9763144924(NAD 83)
 FE2789_MARKER: I = METAL ROD
 FE2789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2789_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2789_STAMPING: PARSPORT AZ MK 1987
 FE2789_MARK LOGO: NONE  
 FE2789_PROJECTION: RECESSED 2 CENTIMETERS
 FE2789_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2789+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE2789_ROD/PIPE-DEPTH: 6.40 meters
 FE2789_SLEEVE-DEPTH  : 0.90 meters
 FE2789
 FE2789  HISTORY     - Date     Condition        Report By
 FE2789  HISTORY     - 1987     MONUMENTED       NGS
 FE2789  HISTORY     - 19890713 GOOD
 FE2789  HISTORY     - 1999     GOOD             LOWE
 FE2789
 FE2789                          STATION DESCRIPTION
 FE2789
 FE2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2789'0.65 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF US
 FE2789'HIGHWAY 412 IN PARSONS, TO THE JUNCTION OF A BLACK TOP ROAD, 0.30
 FE2789'MILE SOUTHWESTERLY ALONG THE BLACK TOP ROAD TO THE BRICK OFFICE
 FE2789'BUILDING FOR PARSONS MUNICIPAL AIRPORT, CONTINUE WESTERLY ALONG
 FE2789'TAXIWAY FOR 0.05 MILE TO THE JUNCTION OF RUNWAY, THENCE 0.30 MILE
 FE2789'NORTHWEST ALONG EASTERLY SIDE OF RUNWAY TO THE END OF RUNWAY AND MARK
 FE2789'A 3-D MARK A STAINLESS STEEL ROD DRIVEN 21.0 FEET TO REFUSAL 4 INCHES
 FE2789'BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE
 FE2789'ENCASED IN A 5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED PARSPORT
 FE2789'AZ MK 1987, 1 INCH BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE
 FE2789'37.5 FEET SOUTHEAST OF SOUTHEAST EDGE OF EXTENDED RUNWAY 28.3 FEET
 FE2789'NORTHEAST OF THE MOST EASTERLY ONE OF THREE RUNNING LIGHTS 37.7 FEET
 FE2789'SOUTHWEST OF A STEEL PIPE FOR A ORANGE METAL BOX, AND 1.2 FEET
 FE2789'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 FE2789
 FE2789                          STATION RECOVERY (1989)
 FE2789
 FE2789'RECOVERED 1989
 FE2789'RECOVERED IN GOOD CONDITION.
 FE2789
 FE2789                          STATION RECOVERY (1999)
 FE2789
 FE2789'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2789'RECOVERED 1999
 FE2789'RECOVERED IN GOOD CONDITION. NEW REFERENCES TO THE STATION ARE
 FE2789'AS FOLLOWS. THE STATION IS 42.7 M (140.1 FT) NORTHWEST FROM THE
 FE2789'NORTHWESTMOST STEEL SUPPORT POST FOR VASI LIGHTS, 11.4 M (37.4 FT)
 FE2789'NORTHEAST FROM THE NORTHEAST EDGE OF EXTENDED RUNWAY, 11.3 M
 FE2789'(37.1 FT) WEST FROM A STEEL PIPE FORMERLY USED TO SUPPORT A STROBE
 FE2789'LIGHT, AND 8.6 M (28.2 FT) NORTHEAST FROM THE EASTERLY OF THREE
 FE2789'THRESHOLD LIGHTS. THE WITNESS POST HAS BEEN DESTROYED. THIS
 FE2789'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 FE2789' 
 FE2789'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0360 ***********************************************************************
 FF0360  DESIGNATION -  PASADENA
 FF0360  PID         -  FF0360
 FF0360  STATE/COUNTY-  TN/SHELBY
 FF0360  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0360
 FF0360                         *CURRENT SURVEY CONTROL
 FF0360  ___________________________________________________________________
 FF0360* NAD 83(1995)-  35 08 09.44865(N)    090 01 19.40777(W)     ADJUSTED  
 FF0360* NAVD 88     -        89.748  (meters)     294.45   (feet)  ADJUSTED  
 FF0360  ___________________________________________________________________
 FF0360  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FF0360  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0360  DYNAMIC HT  -          89.666 (meters)     294.18  (feet)  COMP
 FF0360  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 FF0360
 FF0360  HORZ ORDER  -  SECOND
 FF0360  VERT ORDER  -  SECOND    CLASS 0
 FF0360
 FF0360.The horizontal coordinates were established by classical geodetic methods
 FF0360.and adjusted by the National Geodetic Survey in April 1999..
 FF0360
 FF0360.The orthometric height was determined by differential leveling
 FF0360.and adjusted by the National Geodetic Survey in June 1991..
 FF0360
 FF0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0360
 FF0360.The geoid height was determined by GEOID03.
 FF0360
 FF0360.The dynamic height is computed by dividing the NAVD 88
 FF0360.geopotential number by the normal gravity value computed on the
 FF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0360.degrees latitude (g = 980.6199 gals.).
 FF0360
 FF0360.The modeled gravity was interpolated from observed gravity values.
 FF0360
 FF0360;                    North         East     Units Scale Factor Converg.
 FF0360;SPC TN       -    96,583.398   233,537.142   MT  1.00002208   -2 21 16.8
 FF0360;SPC TN       -   316,874.03    766,196.44   sFT  1.00002208   -2 21 16.8
 FF0360;SPC AR N     -    90,854.926   580,245.372   MT  0.99996635   +1 09 03.5
 FF0360;SPC AR N     -   298,079.87  1,903,688.36   sFT  0.99996635   +1 09 03.5
 FF0360;UTM  15      - 3,892,180.745   771,333.489   MT  1.00050743   +1 42 53.7
 FF0360;UTM  16      - 3,892,302.020   224,645.701   MT  1.00053453   -1 44 25.2
 FF0360
 FF0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0360!SPC TN       -   0.99999020  x   1.00002208  =   1.00001228
 FF0360!SPC AR N     -   0.99999020  x   0.99996635  =   0.99995655
 FF0360!UTM  15      -   0.99999020  x   1.00050743  =   1.00049762
 FF0360!UTM  16      -   0.99999020  x   1.00053453  =   1.00052472
 FF0360
 FF0360                          SUPERSEDED SURVEY CONTROL
 FF0360
 FF0360  NAD 83(1995)-  35 08 09.45099(N)    090 01 19.40724(W) AD(       ) 2
 FF0360  NAD 83(1995)-  35 08 09.45440(N)    090 01 19.40729(W) AD(       ) 2
 FF0360  NAD 83(1986)-  35 08 09.45903(N)    090 01 19.40872(W) AD(       ) 2
 FF0360  NAD 27      -  35 08 09.13410(N)    090 01 19.08140(W) AD(       ) 2
 FF0360  NGVD 29 (??/??/??)   89.718  (m)          294.35   (f) ADJUSTED    2 0
 FF0360
 FF0360.Superseded values are not recommended for survey control.
 FF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0360.See file dsdata.txt to determine how the superseded data were derived.
 FF0360
 FF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7133392181(NAD 83)
 FF0360_MARKER: DE = TRAVERSE STATION DISK
 FF0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0360_SP_SET: SIDEWALK
 FF0360_STAMPING: PASADENA 1959
 FF0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0360
 FF0360  HISTORY     - Date     Condition        Report By
 FF0360  HISTORY     - 1959     MONUMENTED       CGS
 FF0360  HISTORY     - 1959     GOOD             CGS
 FF0360  HISTORY     - 20021024 POOR             USACE
 FF0360
 FF0360                          STATION DESCRIPTION
 FF0360
 FF0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0360'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE DOWNTOWN
 FF0360'SECTION OF MEMPHIS, 0.15 MILE WEST OF THE SOUTH EDGE OF
 FF0360'THE METHODIST HOSPITAL, AND IN THE SOUTHWEST ANGLE OF THE
 FF0360'INTERSECTION OF EASTMORELAND AVENUE AND PASADENA PLACE.
 FF0360'
 FF0360'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0360'PASADENA 1959, IS SET IN A DRILL HOLE IN A CONCRETE WALK.
 FF0360'IT IS 8 FEET SOUTH OF THE SOUTH CURB OF EASTMORELAND AVENUE,
 FF0360'7 FEET WEST OF THE WEST CURB OF PASADENA PLACE, AND 10 INCHES
 FF0360'SOUTH OF THE SOUTH CONCRETE WALK ALONG EASTMORELAND AVENUE.
 FF0360
 FF0360                          STATION RECOVERY (1959)
 FF0360
 FF0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0360'AT MEMPHIS.
 FF0360'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE DOWNTOWN
 FF0360'SECTION OF MEMPHIS, 0.15 MILE WEST OF THE SOUTH EDGE OF THE
 FF0360'METHODIST HOSPITAL, AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 FF0360'OF EASTMORELAND AVENUE AND PASADENA PLACE.  THE MARK IS SET IN A
 FF0360'DRILL HOLE IN A CONCRETE WALK.  IT IS 8 FEET SOUTH OF THE SOUTH
 FF0360'CURB OF EASTMORELAND AVENUE, 7 FEET WEST OF THE WEST CURB OF
 FF0360'PASADENA PLACE, AND 10 INCHES SOUTH OF THE SOUTH CONCRETE WALK
 FF0360'ALONG EASTMORELAND AVENUE.  IT IS ABOUT 1.1 MILES SOUTH OF 0 PARK.
 FF0360
 FF0360                          STATION RECOVERY (2002)
 FF0360
 FF0360'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0360'MARK DESTROYED. SIDEWALK REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3024 ***********************************************************************
 GA3024  DESIGNATION -  PASS
 GA3024  PID         -  GA3024
 GA3024  STATE/COUNTY-  TN/CLAIBORNE
 GA3024  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3024
 GA3024                         *CURRENT SURVEY CONTROL
 GA3024  ___________________________________________________________________
 GA3024* NAD 83(1995)-  36 35 51.37762(N)    083 40 07.32568(W)     ADJUSTED  
 GA3024* NAVD 88     -       399.683  (meters)    1311.29   (feet)  ADJUSTED  
 GA3024  ___________________________________________________________________
 GA3024  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GA3024  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3024  DYNAMIC HT  -         399.333 (meters)    1310.14  (feet)  COMP
 GA3024  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA3024
 GA3024  HORZ ORDER  -  SECOND
 GA3024  VERT ORDER  -  SECOND    CLASS 0
 GA3024
 GA3024.The horizontal coordinates were established by classical geodetic methods
 GA3024.and adjusted by the National Geodetic Survey in April 1999..
 GA3024
 GA3024.The orthometric height was determined by differential leveling
 GA3024.and adjusted by the National Geodetic Survey in June 1991..
 GA3024
 GA3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3024
 GA3024.The geoid height was determined by GEOID03.
 GA3024
 GA3024.The dynamic height is computed by dividing the NAVD 88
 GA3024.geopotential number by the normal gravity value computed on the
 GA3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3024.degrees latitude (g = 980.6199 gals.).
 GA3024
 GA3024.The modeled gravity was interpolated from observed gravity values.
 GA3024
 GA3024;                    North         East     Units Scale Factor Converg.
 GA3024;SPC TN       -   253,711.963   808,589.158   MT  1.00003710   +1 21 53.4
 GA3024;SPC TN       -   832,386.67  2,652,846.26   sFT  1.00003710   +1 21 53.4
 GA3024;SPC VA S     - 1,041,985.788 3,037,727.059   MT  1.00003498   -3 08 13.2
 GA3024;SPC VA S     - 3,418,581.71  9,966,276.19   sFT  1.00003498   -3 08 13.2
 GA3024;UTM  17      - 4,053,550.817   261,278.856   MT  1.00030216   -1 35 30.5
 GA3024
 GA3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3024!SPC TN       -   0.99994206  x   1.00003710  =   0.99997916
 GA3024!SPC VA S     -   0.99994206  x   1.00003498  =   0.99997704
 GA3024!UTM  17      -   0.99994206  x   1.00030216  =   1.00024421
 GA3024
 GA3024|---------------------------------------------------------------------|
 GA3024| PID    Reference Object                     Distance      Geod. Az  |
 GA3024|                                                           dddmmss.s |
 GA3024| GA3025 PASS RM 1                             4.096 METERS 06037     |
 GA3024| GA3030 LTI                                 APPROX. 0.7 KM 1322808.6 |
 GA3024| GA3023 PASS RM 2                            21.735 METERS 32042     |
 GA3024|---------------------------------------------------------------------|
 GA3024
 GA3024                          SUPERSEDED SURVEY CONTROL
 GA3024
 GA3024  NAD 83(1995)-  36 35 51.37758(N)    083 40 07.32576(W) AD(       ) 2
 GA3024  NAD 83(1995)-  36 35 51.37164(N)    083 40 07.31937(W) AD(       ) 2
 GA3024  NAD 83(1995)-  36 35 51.38658(N)    083 40 07.32651(W) AD(       ) 2
 GA3024  NAD 83(1986)-  36 35 51.38657(N)    083 40 07.32655(W) AD(       ) 2
 GA3024  NAD 27      -  36 35 51.10105(N)    083 40 07.63697(W) AD(       ) 2
 GA3024  NGVD 29 (??/??/92)  399.822  (m)         1311.75   (f) ADJ UNCH    2 0
 GA3024
 GA3024.Superseded values are not recommended for survey control.
 GA3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3024.See file dsdata.txt to determine how the superseded data were derived.
 GA3024
 GA3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6127953551(NAD 83)
 GA3024_MARKER: DS = TRIANGULATION STATION DISK
 GA3024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3024_SP_SET: ABUTMENT
 GA3024_STAMPING: PASS 1963
 GA3024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3024
 GA3024  HISTORY     - Date     Condition        Report By
 GA3024  HISTORY     - 1963     MONUMENTED       TNHD
 GA3024  HISTORY     - 1963     GOOD             TNHD
 GA3024  HISTORY     - 1975     GOOD             NGS
 GA3024
 GA3024                          STATION DESCRIPTION
 GA3024
 GA3024'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3024'THE STATION IS LOCATED AT CUMBERLAND GAP AT THE L AND N RAIL ROAD
 GA3024'OVERPASS.
 GA3024'
 GA3024'TO REACH THE STATION FROM THE POST OFFICE IN CUMBERLAND GAP, GO
 GA3024'SOUTHERLY ON U.S.
 GA3024'HIGHWAY 25E FOR 0.2 MILE TO THE L AND N RAILROAD OVERPASS AND THE
 GA3024'STATION ON THE LEFT.
 GA3024'
 GA3024'THE STATION IS 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GA3024'HIGHWAY 25E, 22 FEET
 GA3024'SOUTHWEST OF THE SOUTH RAIL APPROXIMATELY 20 FEET ABOVE U.S.
 GA3024'HIGHWAY 25E AND 1 FOOT
 GA3024'NORTHEAST OF THE SOUTHWEST END OF THE OVERPASS
 GA3024'ABUTMENT.  IT IS A STANDARD TENNESSEE
 GA3024'HIGHWAY DEPARTMENT DISK
 GA3024'CEMENTED FLUSH IN A DRILLED HOLE IN A BRIDGE ABUTMENT
 GA3024'AND THE DISK IS STAMPED PASS 1963.
 GA3024'
 GA3024'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA3024'OF U.S.  HIGHWAY 25E AND
 GA3024'8 FEET SOUTHWEST OF THE SOUTH RAIL.  IT IS A STANDARD
 GA3024'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3024'CEMENTED FLUSH IN A DRILLED HOLE IN
 GA3024'A BRIDGE ABUTMENT AND THE DISK IS STAMPED PASS RM-1 1963.
 GA3024'
 GA3024'REFERENCE MARK NO. 2 IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA3024'OF U.S.  HIGHWAY 25E AND
 GA3024'22 FEET SOUTHWEST OF THE SOUTH RAIL.  IT IS A
 GA3024'STANDARD TENNESSEE HIGHWAY
 GA3024'DEPARTMENT DISK CEMENTED FLUSH IN A
 GA3024'DRILLED HOLE IN THE TOP OF THE NORTHWEST
 GA3024'BRIDGE ABUTMENT AND THE DISK
 GA3024'IS STAMPED PASS RM-2 1963.
 GA3024'
 GA3024'THE TRAVERSE GROUND STATION L. T. I. WILL SERVE AS AN AZIMUTH MARK.
 GA3024'
 GA3024'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3024
 GA3024                          STATION RECOVERY (1963)
 GA3024
 GA3024'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3024'IN CUMBERLAND GAP.
 GA3024'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTHERLY ON U.S.
 GA3024'HIGHWAY 25E FOR 0.2 MILE TO THE L AND N RAILROAD OVERPASS AND THE
 GA3024'STATION ON THE LEFT.  THE STATION IS 34 FEET SOUTHEAST OF THE
 GA3024'CENTERLINE OF U.S. HIGHWAY 25E, 22 FEET SOUTHWEST OF THE SOUTH
 GA3024'RAIL APPROXIMATELY 20 FEET ABOVE U.S. HIGHWAY 25E AND 1 FOOT
 GA3024'NORTHEAST OF THE SOUTHWEST END OF THE OVERPASS ABUTMENT.  THE
 GA3024'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 GA3024'A DRILLED HOLE IN A BRIDGE ABUTMENT.
 GA3024
 GA3024                          STATION RECOVERY (1975)
 GA3024
 GA3024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA3024'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GA3024'
 GA3024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUMBERLAND GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3025 ***********************************************************************
 GA3025  DESIGNATION -  PASS RM 1
 GA3025  PID         -  GA3025
 GA3025  STATE/COUNTY-  TN/CLAIBORNE
 GA3025  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3025
 GA3025                         *CURRENT SURVEY CONTROL
 GA3025  ___________________________________________________________________
 GA3025* NAD 83(1986)-  36 35 51.     (N)    083 40 08.     (W)     SCALED    
 GA3025* NAVD 88     -       399.687  (meters)    1311.31   (feet)  ADJUSTED  
 GA3025  ___________________________________________________________________
 GA3025  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3025  DYNAMIC HT  -         399.337 (meters)    1310.16  (feet)  COMP
 GA3025  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA3025
 GA3025  VERT ORDER  -  SECOND    CLASS 0
 GA3025
 GA3025.The horizontal coordinates were scaled from a topographic map and have
 GA3025.an estimated accuracy of +/- 6 seconds.
 GA3025
 GA3025.The orthometric height was determined by differential leveling
 GA3025.and adjusted by the National Geodetic Survey in June 1991..
 GA3025
 GA3025.The geoid height was determined by GEOID03.
 GA3025
 GA3025.The dynamic height is computed by dividing the NAVD 88
 GA3025.geopotential number by the normal gravity value computed on the
 GA3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3025.degrees latitude (g = 980.6199 gals.).
 GA3025
 GA3025.The modeled gravity was interpolated from observed gravity values.
 GA3025
 GA3025;                    North         East    Units  Estimated Accuracy
 GA3025;SPC TN       -   253,700.      808,570.      MT  (+/- 180 meters Scaled)
 GA3025
 GA3025                          SUPERSEDED SURVEY CONTROL
 GA3025
 GA3025  NGVD 29 (??/??/92)  399.825  (m)         1311.76   (f) ADJ UNCH    2 0
 GA3025
 GA3025.Superseded values are not recommended for survey control.
 GA3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3025.See file dsdata.txt to determine how the superseded data were derived.
 GA3025
 GA3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA612535(NAD 83)
 GA3025_MARKER: DR = REFERENCE MARK DISK
 GA3025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3025_SP_SET: ABUTMENT
 GA3025_STAMPING: PASS RM-1 1963
 GA3025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3025
 GA3025  HISTORY     - Date     Condition        Report By
 GA3025  HISTORY     - 1963     MONUMENTED       TNHD
 GA3025
 GA3025                          STATION DESCRIPTION
 GA3025
 GA3025'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3025'IN CUMBERLAND GAP.
 GA3025'THIS MARK IS LOCATED AT THE PASS 1963 STATION SITE, 34 FEET
 GA3025'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 13 FEET NORTHEAST
 GA3025'OF STATION MARK AND 8 FEET SOUTHWEST OF THE SOUTH RAIL.  THE MARK
 GA3025'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GA3025'DRILLED HOLE IN A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3023 ***********************************************************************
 GA3023  DESIGNATION -  PASS RM 2
 GA3023  PID         -  GA3023
 GA3023  STATE/COUNTY-  TN/CLAIBORNE
 GA3023  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3023
 GA3023                         *CURRENT SURVEY CONTROL
 GA3023  ___________________________________________________________________
 GA3023* NAD 83(1986)-  36 35 51.     (N)    083 40 08.     (W)     SCALED    
 GA3023* NAVD 88     -       399.577  (meters)    1310.95   (feet)  ADJUSTED  
 GA3023  ___________________________________________________________________
 GA3023  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3023  DYNAMIC HT  -         399.227 (meters)    1309.80  (feet)  COMP
 GA3023  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA3023
 GA3023  VERT ORDER  -  SECOND    CLASS 0
 GA3023
 GA3023.The horizontal coordinates were scaled from a topographic map and have
 GA3023.an estimated accuracy of +/- 6 seconds.
 GA3023
 GA3023.The orthometric height was determined by differential leveling
 GA3023.and adjusted by the National Geodetic Survey in June 1991..
 GA3023
 GA3023.The geoid height was determined by GEOID03.
 GA3023
 GA3023.The dynamic height is computed by dividing the NAVD 88
 GA3023.geopotential number by the normal gravity value computed on the
 GA3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3023.degrees latitude (g = 980.6199 gals.).
 GA3023
 GA3023.The modeled gravity was interpolated from observed gravity values.
 GA3023
 GA3023;                    North         East    Units  Estimated Accuracy
 GA3023;SPC TN       -   253,700.      808,570.      MT  (+/- 180 meters Scaled)
 GA3023
 GA3023                          SUPERSEDED SURVEY CONTROL
 GA3023
 GA3023  NGVD 29 (??/??/92)  399.716  (m)         1311.40   (f) ADJ UNCH    2 0
 GA3023
 GA3023.Superseded values are not recommended for survey control.
 GA3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3023.See file dsdata.txt to determine how the superseded data were derived.
 GA3023
 GA3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA612535(NAD 83)
 GA3023_MARKER: DR = REFERENCE MARK DISK
 GA3023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3023_SP_SET: ABUTMENT
 GA3023_STAMPING: PASS RM-2 1963
 GA3023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3023
 GA3023  HISTORY     - Date     Condition        Report By
 GA3023  HISTORY     - 1963     MONUMENTED       TNHD
 GA3023
 GA3023                          STATION DESCRIPTION
 GA3023
 GA3023'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3023'IN CUMBERLAND GAP.
 GA3023'THIS MARK IS LOCATED AT PASS 1963 STATION SITE, 37 FEET NORTHWEST
 GA3023'OF THE CENTERLINE OF U.S. HIGHWAY 25E, 71 FEET NORTHWEST OF THE
 GA3023'STATION MARK AND 22 FEET SOUTHWEST OF THE SOUTH RAIL.  IT IS A
 GA3023'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 GA3023'HOLE IN THE TOP OF THE NORTHWEST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1456 ***********************************************************************
 FD1456  DESIGNATION -  PATRICK
 FD1456  PID         -  FD1456
 FD1456  STATE/COUNTY-  TN/LINCOLN
 FD1456  USGS QUAD   -  LINCOLN (1982)
 FD1456
 FD1456                         *CURRENT SURVEY CONTROL
 FD1456  ___________________________________________________________________
 FD1456* NAD 83(1995)-  35 05 31.51296(N)    086 30 35.19196(W)     ADJUSTED  
 FD1456* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 FD1456  ___________________________________________________________________
 FD1456  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 FD1456  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1456
 FD1456  HORZ ORDER  -  SECOND
 FD1456
 FD1456.The horizontal coordinates were established by classical geodetic methods
 FD1456.and adjusted by the National Geodetic Survey in April 1999..
 FD1456
 FD1456.The orthometric height was scaled from a topographic map.
 FD1456
 FD1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1456
 FD1456.The geoid height was determined by GEOID03.
 FD1456
 FD1456;                    North         East     Units Scale Factor Converg.
 FD1456;SPC TN       -    84,305.884   553,514.460   MT  1.00003162   -0 17 54.4
 FD1456;SPC TN       -   276,593.55  1,815,988.69   sFT  1.00003162   -0 17 54.4
 FD1456;UTM  16      - 3,883,365.130   544,683.805   MT  0.99962461   +0 16 54.6
 FD1456
 FD1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1456!SPC TN       -   0.99995747  x   1.00003162  =   0.99998909
 FD1456!UTM  16      -   0.99995747  x   0.99962461  =   0.99958210
 FD1456
 FD1456|---------------------------------------------------------------------|
 FD1456| PID    Reference Object                     Distance      Geod. Az  |
 FD1456|                                                           dddmmss.s |
 FD1456| CG6273 PATRICK RM 2                         40.145 METERS 04322     |
 FD1456| CG6271 PATRICK AZ MK                                      0434615.8 |
 FD1456| CG6272 PATRICK RM 1                         40.697 METERS 18116     |
 FD1456| FD1457 QUICK                               APPROX.10.4 KM 2083415.1 |
 FD1456|---------------------------------------------------------------------|
 FD1456
 FD1456                          SUPERSEDED SURVEY CONTROL
 FD1456
 FD1456  NAD 83(1995)-  35 05 31.51331(N)    086 30 35.19222(W) AD(       ) 2
 FD1456  NAD 83(1995)-  35 05 31.52255(N)    086 30 35.19171(W) AD(       ) 2
 FD1456  NAD 83(1986)-  35 05 31.52283(N)    086 30 35.19201(W) AD(       ) 2
 FD1456  NAD 27      -  35 05 31.21600(N)    086 30 35.21300(W) AD(       ) 2
 FD1456
 FD1456.Superseded values are not recommended for survey control.
 FD1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1456.See file dsdata.txt to determine how the superseded data were derived.
 FD1456
 FD1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4468483365(NAD 83)
 FD1456_MARKER: DS = TRIANGULATION STATION DISK
 FD1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1456
 FD1456  HISTORY     - Date     Condition        Report By
 FD1456  HISTORY     - 1934     MONUMENTED       CGS
 FD1456
 FD1456                          STATION DESCRIPTION
 FD1456
 FD1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1456'ABOUT 5.5 MILES SOUTHEAST OF FAYETTEVILLE, 3.25 MILES SOUTHWEST OF
 FD1456'KELSO, IN YARD OF
 FD1456'O B PATRICK, 100.4 FEET NORTHWEST OF NORTHERN
 FD1456'CORNER OF MR PATRICKS RESIDENCE, 33
 FD1456'FEET EAST OF CENTER LINE OF ROAD,
 FD1456'AND 110 FEET SOUTH OF BARN.  TO REACH FROM
 FD1456'FAYETTEVILLE COURTHOUSE,
 FD1456'GO SOUTH 2.05 MILES ON U S ROUTE 241 (OR 1.35 MILES BEYOND
 FD1456'ELK RIVER
 FD1456'BRIDGE), TURN LEFT ONTO DIRT ROAD, GO 0.5 MILE AND TAKE LEFT FORK,
 FD1456'CONTINUE 1.55
 FD1456'MILES TO SCHOOL ON LEFT AND CROSSROADS, CONTINUE
 FD1456'STRAIGHT AHEAD 1.95 MILES, TURN
 FD1456'LEFT ACROSS CREEK AT SMALL STORE, AND
 FD1456'FOLLOW ROUGH ROAD 1.45 MILES TO HOME OF MR
 FD1456'PATRICK.  SURFACE AND
 FD1456'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1456'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1456'NO 1 IS IN
 FD1456'MR PATRICKS YARD, 2 FEET NORTH OF WIRE FENCE,
 FD1456'ABOUT 50 FEET WEST OF HOUSE, 18 FEET
 FD1456'EAST OF CENTER LINE OF ROAD, AND
 FD1456'133.52 FEET FROM STATION S 1 DEG 16 MIN W.  NO 2
 FD1456'IS IN EDGE OF
 FD1456'GARDEN, 5 FEET SOUTH OF BARN, 4 FEET WEST OF RAIL FENCE, AND 131.71
 FD1456'FEET FROM STATION
 FD1456'N 43 DEG 22 MIN E.  DISTANCE BETWEEN NO 1
 FD1456'AND NO 2 IS 247 FEET.  AZIMUTH MARK
 FD1456'IS IN PASTURE OF MR PATRICK, ON
 FD1456'TOP OF RIDGE, 2 FEET WEST OF RAIL FENCE, AND 130 YARDS
 FD1456'FROM STATION N 43 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1200 ***********************************************************************
 FC1200  DESIGNATION -  PATTEN
 FC1200  PID         -  FC1200
 FC1200  STATE/COUNTY-  TN/HAMILTON
 FC1200  USGS QUAD   -  CHATTANOOGA (1976)
 FC1200
 FC1200                         *CURRENT SURVEY CONTROL
 FC1200  ___________________________________________________________________
 FC1200* NAD 83(1995)-  35 01 44.92532(N)    085 21 45.92419(W)     ADJUSTED  
 FC1200* NAVD 88     -       198.888  (meters)     652.52   (feet)  POSTED    
 FC1200  ___________________________________________________________________
 FC1200  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 FC1200  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1200  DYNAMIC HT  -         198.690 (meters)     651.87  (feet)  COMP
 FC1200  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 FC1200
 FC1200  HORZ ORDER  -  THIRD
 FC1200  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FC1200
 FC1200.The horizontal coordinates were established by classical geodetic methods
 FC1200.and adjusted by the National Geodetic Survey in April 1999..
 FC1200
 FC1200.The orthometric height was determined by differential leveling
 FC1200.and adjusted by the National Geodetic Survey in 1992..
 FC1200.No vertical observational check was made to the station.
 FC1200.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FC1200.was located on a no-check spur therefore a value was not computed.
 FC1200
 FC1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1200
 FC1200.The geoid height was determined by GEOID03.
 FC1200
 FC1200.The dynamic height is computed by dividing the NAVD 88
 FC1200.geopotential number by the normal gravity value computed on the
 FC1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1200.degrees latitude (g = 980.6199 gals.).
 FC1200
 FC1200.The modeled gravity was interpolated from observed gravity values.
 FC1200
 FC1200;                    North         East     Units Scale Factor Converg.
 FC1200;SPC TN       -    77,391.093   658,154.420   MT  1.00004631   +0 22 23.0
 FC1200;SPC TN       -   253,907.28  2,159,294.96   sFT  1.00004631   +0 22 23.0
 FC1200;UTM  16      - 3,877,500.304   649,355.155   MT  0.99987493   +0 56 23.8
 FC1200
 FC1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1200!SPC TN       -   0.99997341  x   1.00004631  =   1.00001972
 FC1200!UTM  16      -   0.99997341  x   0.99987493  =   0.99984834
 FC1200
 FC1200|---------------------------------------------------------------------|
 FC1200| PID    Reference Object                     Distance      Geod. Az  |
 FC1200|                                                           dddmmss.s |
 FC1200| FC1199 PATTEN RM 1                          10.960 METERS 11304     |
 FC1200| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 2.6 KM 1394455.6 |
 FC1200| FC1875 SUNSET                              APPROX. 3.1 KM 1670222.6 |
 FC1200| CG6274 PATTEN AZ MK                                       2002940.8 |
 FC1200| FC1201 PATTEN RM 2                          15.776 METERS 22936     |
 FC1200| CG6275 PATTEN RM 3                          17.759 METERS 30412     |
 FC1200|---------------------------------------------------------------------|
 FC1200
 FC1200                          SUPERSEDED SURVEY CONTROL
 FC1200
 FC1200  NAD 83(1995)-  35 01 44.92605(N)    085 21 45.92202(W) AD(       ) 3
 FC1200  NAD 83(1995)-  35 01 44.92592(N)    085 21 45.92613(W) AD(       ) 3
 FC1200  NAD 83(1995)-  35 01 44.92670(N)    085 21 45.92412(W) AD(       ) 3
 FC1200  NAD 83(1986)-  35 01 44.92691(N)    085 21 45.92379(W) AD(       ) 3
 FC1200  NAD 27      -  35 01 44.66110(N)    085 21 46.07580(W) AD(       ) 3
 FC1200  NGVD 29 (??/??/92)  198.927  (m)          652.65   (f) ADJ UNCH    1 2
 FC1200
 FC1200.Superseded values are not recommended for survey control.
 FC1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1200.See file dsdata.txt to determine how the superseded data were derived.
 FC1200
 FC1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4935577500(NAD 83)
 FC1200_MARKER: DE = TRAVERSE STATION DISK
 FC1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1200_STAMPING: PATTEN 1962
 FC1200_MARK LOGO: CGS   
 FC1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1200+STABILITY: SURFACE MOTION
 FC1200
 FC1200  HISTORY     - Date     Condition        Report By
 FC1200  HISTORY     - 1962     MONUMENTED       CGS
 FC1200  HISTORY     - 1962     GOOD             CGS
 FC1200  HISTORY     - 1968     GOOD             CGS
 FC1200  HISTORY     - 1968     GOOD             NGS
 FC1200  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1200
 FC1200                          STATION DESCRIPTION
 FC1200
 FC1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1200'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF TIFTONIA, JUST EAST OF
 FC1200'BROWNS FERRY ROAD AND JUST SOUTH OF PATTEN CHAP ROAD.
 FC1200'
 FC1200'TO REACH FROM THE JUNCTION OF BROWNS FERRY ROAD AND U.S. HIGHWAYS
 FC1200'11, 64 AND 72 IN TIFTONIA, GO NORTH ON BROWNS FERRY ROAD FOR 0.25
 FC1200'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON
 FC1200'BROWNS FERRY ROAD FOR 0.35 MILE TO A ROAD RIGHT, PATTEN CHAP ROAD
 FC1200'AND STATION.
 FC1200'
 FC1200'IT IS 37 FEET EAST OF THE CENTER OF BROWNS FERRY ROAD, 21 FEET SOUTH
 FC1200'OF THE CENTER OF PATTEN CHAP ROAD, 21 FEET NORTHEAST OF
 FC1200'POWER POLE NO J 1011 AND 2.5 FEET WEST OF METAL WITNESS POST.  THE
 FC1200'MARK IS STAMPED PATTEN 1962 AND PROJECTS 2 INCHES.
 FC1200'
 FC1200'REFERENCE MARK NO. 1 IS 73 FEET EAST OF BROWNS FERRY ROAD AND 17 FEET
 FC1200'SOUTH OF PATTEN CHAP ROAD. IT IS STAMPED PATTEN NO 1 1962 AND
 FC1200'PROJECTS 1 INCH.
 FC1200'
 FC1200'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF POWER POLE NO. J 1011 AND 12
 FC1200'FEET EAST OF THE CENTER OF BROWNS FERRY ROAD IN THE NORTH END OF A
 FC1200'CULVERT ON THE EAST SIDE OF BROWNS FERRY ROAD.
 FC1200'
 FC1200'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE APRON TO
 FC1200'THE APPROACH TO A POWER SUB STATION. IT IS 17 FEET FROM THE CENTER
 FC1200'OF BROWNS FERRY ROAD, 15 FEET EAST OF THE FENCE ENCLOSING THE POWER
 FC1200'SUB STATION AND 1.5 NORTH OF THE SOUTH END OF THE CONCRETE APRON.
 FC1200'IT IS SET FLUSH WITH THE APRON AND IS STAMPED PATTEN 1962.
 FC1200
 FC1200                          STATION RECOVERY (1962)
 FC1200
 FC1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1200'0.6 MI N FROM TIFTONIA.
 FC1200'TO REACH THE MARK FROM THE JUNCTION OF BROWNS FERRY ROAD AND
 FC1200'U.S. HIGHWAYS 11, 64 AND 72 IN TIFTONIA, GO NORTH ON BROWNS
 FC1200'FERRY ROAD FOR 0.6 MILE TO THE STATION SET AT THE JUNCTION OF
 FC1200'PATTEN CHAP ROAD AND BROWNS FERRY ROAD, 37 FEET EAST OF THE
 FC1200'CENTER OF BROWNS FERRY ROAD, 21 FEET SOUTH OF THE CENTER OF
 FC1200'PATTEN CHAP ROAD, 21 FEET NORTHEAST OF POWER POLE J 1011 AND
 FC1200'2.5 FEET WEST OF A METAL WITNESS POST.  A STANDARD DISK SET IN
 FC1200'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT
 FC1200'LEVEL WITH THE TOP OF THE ROAD.
 FC1200
 FC1200                          STATION RECOVERY (1968)
 FC1200
 FC1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1200'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FC1200'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS
 FC1200'KNOWN TO HAVE BEEN DESTROYED BY CONSTRUCTION ALONG PATTEN CHAPEL ROAD
 FC1200'AND THE DISK WAS NOT RECOVERED.  THE AZIMUTH MARK WILL NO LONGER
 FC1200'SEE AS IT IS NOW OBSTRUCTED BY ONE OF THE SUPPORTING COLUMNS OF THE
 FC1200'BROWNS FERRY ROAD AND INTERSTATE ROUTE 24 INTERCHANGE, HOWEVER,
 FC1200'THE MARK WAS NOT DISTURBED AS IT IS NOW A PERMANENT BENCH MARK FOR
 FC1200'THE HAMILTON COUNTY ENGINEERS, AND WILL BE REMOVED BY THEIR
 FC1200'FORCES WHEN A NEW BENCH MARK IS ESTABLISHED BY THEM.  A NEW
 FC1200'REFERENCE MARK NO. 3 WAS ESTABLISHED.  NO NEW AZIMUTH MARK WAS SET AS
 FC1200'ONE IS NOT DEEMED NECESSARY, AS THE LOOKOUT MOUNTAIN, NEW YORK
 FC1200'MONUMENT FLAGPOLE ABOUT 2 MILES SOUTHEAST WILL SERVE AS A POSITIONED
 FC1200'AZIMUTH AND TRAVERSE STATION SUNSET 1962 WILL ALWAYS BE VISIBLE.
 FC1200'ALL MARKS AT THIS STATION SITE WITH THE EXCEPTION OF THE AZIMUTH MARK
 FC1200'WERE BENCH MARKS, AND THE NEW REFERENCE MARK NO. 3 HAD AN
 FC1200'ELEVATION TRANSFERRED TO IT THROUGH BENCH MARK PATTEN 1962.  IN
 FC1200'CHECKING THE ELEVATIONS BETWEEN THE STATION MARK AND REFERENCE MARK
 FC1200'NO. 2, A DISCREPANCY OF PLUS 0.04 OF A FOOT WAS NOTED, AND A
 FC1200'DISCREPANCY OF MINUS 0.05 OF A FOOT WAS NOTED IN THE HORIZONTAL
 FC1200'MEASURED DISTANCE BETWEEN THE STATION MARK AND RM NO. 2.  THE
 FC1200'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED TO ALL MARKS.
 FC1200'
 FC1200'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1200'
 FC1200'THE STATION IS LOCATED ABOUT 0.5 OF A MILE NORTH OF TIFTONIA, 0.1 OF
 FC1200'A MILE NORTH OF THE BROWNS FERRY ROAD AND INTERSTATE ROUTE
 FC1200'24 INTERCHANGE, AND IN THE SOUTHEAST ANGLE OF THE T INTERSECTION OF
 FC1200'BROWNS FERRY ROAD AND PATTEN CHAPEL ROAD NORTHWEST OF A CITGO SERVICE
 FC1200'CENTER.
 FC1200'
 FC1200'TO REACH THE STATION FROM THE BROWNS FERRY ROAD AND INTERSTATE ROUTE
 FC1200'24 INTERCHANGE NORTH OF TIFTONIA, GO NORTHERLY ON BROWNS FERRY ROAD
 FC1200'FOR 0.1 OF A MILE TO PATTEN CHAPEL ROAD ON THE RIGHT AND THE STATION
 FC1200'ON THE RIGHT.
 FC1200'
 FC1200'THE STATION IS IN A NARROW STRIP OF LAND BETWEEN PATTEN CHAPEL ROAD
 FC1200'AND A CHANNEL CHANGE FOR A SMALL STREAM, 105 FEET WEST-NORTHWEST
 FC1200'OF POWERLINE POLE NO. J 1077, 47 FEET SOUTH-SOUTHEAST OF THE
 FC1200'APPROXIMATE CENTER OF THE INTERSECTION OF THE ROADS, 37 FEET EAST
 FC1200'OF THE APPROXIMATE CENTER OF BROWNS FERRY ROAD, 20 FEET EAST OF
 FC1200'UTILITY POLE NO. J 1011, 19 FEET SOUTH-SOUTHWEST OF THE
 FC1200'APPROXIMATE CENTER OF PATTEN CHAPEL ROAD, AND 2.7 FEET WEST OF A
 FC1200'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FC1200'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1200'STAMPED PATTEN 1962.
 FC1200'
 FC1200'REFERENCE MARK NO. 2 IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC1200'THE INTERSECTION OF THE ROADS, 70 FEET NORTH OF POWERLINE
 FC1200'TRANSFORMER POLE NO. J 1256, 39 FEET SOUTH-SOUTHWEST OF UTILITY POLE
 FC1200'NO. J 1011, 12 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1200'BROWNS FERRY ROAD, AND 0.9 OF A FOOT SOUTH OF THE NORTH END OF THE
 FC1200'EAST HEADWALL OF A SMALL CONCRETE BOX CULVERT.  IT IS A
 FC1200'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE HEADWALL OF
 FC1200'THE BOX CULVERT AND THE DISK IS STAMPED PATTEN NO 2 1962.
 FC1200'
 FC1200'REFERENCE MARK NO. 3 IS ACROSS BROWNS FERRY ROAD NORTHWEST OF THE
 FC1200'STATION, 71 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FC1200'TIFTONIA CHURCH OF GOD, 43 FEET EAST OF THE NORTHEAST CORNER OF A
 FC1200'BRICK HOME, 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC1200'INTERSECTION OF THE ROADS, AND 9.7 FEET NORTH OF A BRACED TELEPHONE
 FC1200'POLE NO. J 1038T.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FC1200'IN THE SOUTH HEADWALL OF A SMALL CONCRETE CULVERT UNDER THE DRIVEWAY
 FC1200'LEADING INTO THE CHURCH PARKING LOT AND THE DISK IS STAMPED PATTEN
 FC1200'1962 NO 3 1968.
 FC1200'
 FC1200'LOOKOUT MOUNTAIN, NEW YORK MONUMENT FLAGPOLE AND TRAVERSE STATION
 FC1200'SUNSET 1962 WHICH WILL SERVE AS AZIMUTH MARKS FOR THIS STATION ARE
 FC1200'SEPARATELY DESCRIBED.  SEE DESCRIPTIONS THEREOF.
 FC1200'
 FC1200'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FC1200'REFERENCE MARK NO. 3 IS 66.87 FEET - 20.382 METERS.
 FC1200'
 FC1200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.5 OF A MILE
 FC1200'NORTH OF TIFTONIA.
 FC1200
 FC1200                          STATION RECOVERY (1968)
 FC1200
 FC1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC1200'RECOVERED IN GOOD CONDITION.
 FC1200
 FC1200                          STATION RECOVERY (1983)
 FC1200
 FC1200'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1201 ***********************************************************************
 FC1201  DESIGNATION -  PATTEN RM 2
 FC1201  PID         -  FC1201
 FC1201  STATE/COUNTY-  TN/HAMILTON
 FC1201  USGS QUAD   -  CHATTANOOGA (1976)
 FC1201
 FC1201                         *CURRENT SURVEY CONTROL
 FC1201  ___________________________________________________________________
 FC1201* NAD 83(1986)-  35 01 44.     (N)    085 21 46.     (W)     SCALED    
 FC1201* NAVD 88     -       199.487  (meters)     654.48   (feet)  POSTED    
 FC1201  ___________________________________________________________________
 FC1201  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1201  DYNAMIC HT  -         199.290 (meters)     653.84  (feet)  COMP
 FC1201  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 FC1201
 FC1201  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FC1201
 FC1201.The horizontal coordinates were scaled from a topographic map and have
 FC1201.an estimated accuracy of +/- 6 seconds.
 FC1201
 FC1201.The orthometric height was determined by differential leveling
 FC1201.and adjusted by the National Geodetic Survey in 1992..
 FC1201.No vertical observational check was made to the station.
 FC1201.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FC1201.was located on a no-check spur therefore a value was not computed.
 FC1201
 FC1201.The geoid height was determined by GEOID03.
 FC1201
 FC1201.The dynamic height is computed by dividing the NAVD 88
 FC1201.geopotential number by the normal gravity value computed on the
 FC1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1201.degrees latitude (g = 980.6199 gals.).
 FC1201
 FC1201.The modeled gravity was interpolated from observed gravity values.
 FC1201
 FC1201;                    North         East    Units  Estimated Accuracy
 FC1201;SPC TN       -    77,360.      658,150.      MT  (+/- 180 meters Scaled)
 FC1201
 FC1201                          SUPERSEDED SURVEY CONTROL
 FC1201
 FC1201  NGVD 29 (??/??/92)  199.525  (m)          654.61   (f) ADJ UNCH    1 2
 FC1201
 FC1201.Superseded values are not recommended for survey control.
 FC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1201.See file dsdata.txt to determine how the superseded data were derived.
 FC1201
 FC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD493774(NAD 83)
 FC1201_MARKER: DR = REFERENCE MARK DISK
 FC1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1201_SP_SET: CULVERT
 FC1201_STAMPING: PATTEN NO 2 1962
 FC1201_MARK LOGO: CGS   
 FC1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1201
 FC1201  HISTORY     - Date     Condition        Report By
 FC1201  HISTORY     - 1962     MONUMENTED       CGS
 FC1201  HISTORY     - 1968     GOOD             NGS
 FC1201  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1201
 FC1201                          STATION DESCRIPTION
 FC1201
 FC1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC1201'0.5 MI N FROM TIFTONIA.
 FC1201'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC1201'IS AT THE PATTEN 1962 TRAVERSE STATION SITE, 75 FEET SOUTH OF
 FC1201'THE APPROXIMATE CENTER OF THE T INTERSECTION OF BROWNS FERRY ROAD
 FC1201'AND PATTEN CHAPEL ROAD, 70 FEET NORTH OF POWERLINE TRANSFORMER
 FC1201'POLE NO. J 1256, 66.87 FEET SOUTH-SOUTHEAST OF REFERENCE MARK
 FC1201'NO. 3, 51.77 FEET SOUTHWEST OF THE STATION MARK, 39 FEET
 FC1201'SOUTH-SOUTHWEST OF UTILITY POLE NO. J 1011, 12 FEET EAST OF THE
 FC1201'APPROXIMATE CENTER OF BROWNS FERRY ROAD, AND 0.9 OF A FOOT SOUTH
 FC1201'OF THE NORTH END OF THE EAST HEADWALL OF A SMALL CONCRETE BOX
 FC1201'CULVERT.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 FC1201'DRILL HOLE IN THE CONCRETE HEADWALL OF THE BOX CULVERT AND THE
 FC1201'DISK IS STAMPED PATTEN NO 2 1962.
 FC1201
 FC1201                          STATION RECOVERY (1983)
 FC1201
 FC1201'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1202 ***********************************************************************
 FC1202  DESIGNATION -  PATTEN RM 3
 FC1202  PID         -  FC1202
 FC1202  STATE/COUNTY-  TN/HAMILTON
 FC1202  USGS QUAD   -  CHATTANOOGA (1976)
 FC1202
 FC1202                         *CURRENT SURVEY CONTROL
 FC1202  ___________________________________________________________________
 FC1202* NAD 83(1986)-  35 01 44.     (N)    085 21 46.     (W)     SCALED    
 FC1202* NAVD 88     -       198.83   (+/-2cm)     652.3    (feet)  VERTCON   
 FC1202  ___________________________________________________________________
 FC1202  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1202
 FC1202  VERT ORDER  -  THIRD (See Below)
 FC1202
 FC1202.The horizontal coordinates were scaled from a topographic map and have
 FC1202.an estimated accuracy of +/- 6 seconds.
 FC1202
 FC1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1202.The vertical order pertains to the NGVD 29 superseded value.
 FC1202
 FC1202.The geoid height was determined by GEOID03.
 FC1202
 FC1202;                    North         East    Units  Estimated Accuracy
 FC1202;SPC TN       -    77,360.      658,150.      MT  (+/- 180 meters Scaled)
 FC1202
 FC1202                          SUPERSEDED SURVEY CONTROL
 FC1202
 FC1202  NGVD 29 (10/12/01)  198.86   (m)          652.4    (f) RESET       3  
 FC1202
 FC1202.Superseded values are not recommended for survey control.
 FC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1202.See file dsdata.txt to determine how the superseded data were derived.
 FC1202
 FC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD493774(NAD 83)
 FC1202_MARKER: DR = REFERENCE MARK DISK
 FC1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1202_SP_SET: CULVERT
 FC1202_STAMPING: PATTEN 1962 NO 3 1968
 FC1202_MARK LOGO: CGS   
 FC1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1202
 FC1202  HISTORY     - Date     Condition        Report By
 FC1202  HISTORY     - 1968     MONUMENTED       CGS
 FC1202
 FC1202                          STATION DESCRIPTION
 FC1202
 FC1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC1202'0.5 MI N FROM TIFTONIA.
 FC1202'THE ELEVATION FOR THIS MARK WAS TRANSFERRED THROUGH BENCH MARK
 FC1202'PATTEN 1962.  THE MARK IS AT THE PATTEN 1962 TRAVERSE STATION
 FC1202'SITE, 71 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FC1202'TIFTONIA CHURCH OF GOD, 66.87 FEET NORTH-NORTHWEST OF REFERENCE
 FC1202'MARK NO. 2, 58.26 FEET NORTHWEST OF THE STATION MARK, 43 FEET
 FC1202'EAST OF THE NORTHEAST CORNER OF A BRICK HOME, 24 FEET WEST OF
 FC1202'THE APPROXIMATE CENTER OF THE T INTERSECTION OF BROWNS FERRY ROAD
 FC1202'AND PATTEN CHAPEL ROAD, AND 9.7 FEET NORTH OF A BRACED TELEPHONE
 FC1202'POLE NO. J 1038T.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED
 FC1202'IN A DRILL HOLE IN THE SOUTH HEADWALL OF A SMALL CONCRETE CULVERT
 FC1202'UNDER THE DRIVEWAY LEADING INTO THE CHURCH PARKING LOT AND THE
 FC1202'DISK IS STAMPED PATTEN 1962 NO 3 1968.  NOTE-- DUE TO THIS MARKS
 FC1202'LOCATION IN A MOWED AND TENDED AREA, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2344 ***********************************************************************
 FE2344  DESIGNATION -  PAUL
 FE2344  PID         -  FE2344
 FE2344  STATE/COUNTY-  TN/MADISON
 FE2344  USGS QUAD   -  JACKSON NORTH (1983)
 FE2344
 FE2344                         *CURRENT SURVEY CONTROL
 FE2344  ___________________________________________________________________
 FE2344* NAD 83(1995)-  35 37 39.14980(N)    088 48 17.61341(W)     ADJUSTED  
 FE2344* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 FE2344  ___________________________________________________________________
 FE2344  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2344  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2344
 FE2344  HORZ ORDER  -  SECOND
 FE2344
 FE2344.The horizontal coordinates were established by classical geodetic methods
 FE2344.and adjusted by the National Geodetic Survey in April 1999..
 FE2344
 FE2344.The orthometric height was scaled from a topographic map.
 FE2344
 FE2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2344
 FE2344.The geoid height was determined by GEOID03.
 FE2344
 FE2344;                    North         East     Units Scale Factor Converg.
 FE2344;SPC TN       -   147,231.771   345,962.959   MT  0.99995486   -1 38 31.5
 FE2344;SPC TN       -   483,042.90  1,135,046.81   sFT  0.99995486   -1 38 31.5
 FE2344;UTM  16      - 3,944,138.514   336,559.091   MT  0.99992919   -1 03 05.8
 FE2344
 FE2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2344!SPC TN       -   0.99998058  x   0.99995486  =   0.99993544
 FE2344!UTM  16      -   0.99998058  x   0.99992919  =   0.99990977
 FE2344
 FE2344|---------------------------------------------------------------------|
 FE2344| PID    Reference Object                     Distance      Geod. Az  |
 FE2344|                                                           dddmmss.s |
 FE2344| CG4782 PAUL RM 1                            21.415 METERS 00025     |
 FE2344| CG4781 PAUL AZ MK                                         0072318.9 |
 FE2344| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 1.0 KM 0171504.6 |
 FE2344| FE2330 JACKSON EAST MUN STANDPIPE           72.146 METERS 02731     |
 FE2344| FE2345 PAUL RM 2                            26.557 METERS 27216     |
 FE2344| FE2342 LANE                                 30.466 METERS 32716     |
 FE2344|---------------------------------------------------------------------|
 FE2344
 FE2344                          SUPERSEDED SURVEY CONTROL
 FE2344
 FE2344  NAD 83(1995)-  35 37 39.15471(N)    088 48 17.61829(W) AD(       ) 2
 FE2344  NAD 83(1986)-  35 37 39.16122(N)    088 48 17.61425(W) AD(       ) 2
 FE2344  NAD 27      -  35 37 38.90700(N)    088 48 17.41000(W) AD(       ) 2
 FE2344
 FE2344.Superseded values are not recommended for survey control.
 FE2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2344.See file dsdata.txt to determine how the superseded data were derived.
 FE2344
 FE2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3655944139(NAD 83)
 FE2344_MARKER: DS = TRIANGULATION STATION DISK
 FE2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2344
 FE2344  HISTORY     - Date     Condition        Report By
 FE2344  HISTORY     - 1951     MONUMENTED       CGS
 FE2344
 FE2344                          STATION DESCRIPTION
 FE2344
 FE2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2344'STATION IS LOCATED ON THE SW CORNER OF MIDDLETON STREET AND LANE AVE.
 FE2344'ON THE LAWN OF ST. PAULS CHURCH PARSONAGE IN THE CITY OF
 FE2344'JACKSON.  IT IS 40 FEET SOUTH OF THE CENTER OF LANE AVE., 29 FEET
 FE2344'WEST OF MIDDLETON STREET AND 25 FEET NORTHEAST OF THE PARSONAGE
 FE2344'(HOUSE NO. 570 LANE AVE.).  THE MARK IS FLUSH WITH THE GROUND AND THE
 FE2344'DISK IS STAMPED PAUL 1951.
 FE2344'
 FE2344'REFERENCE MARK NO. 1 IS AT THE EAST END OF THE FIRST STEP OF THE EAST
 FE2344'ENTRANCE TO THE CHURCH.  THE DISK IS SET IN A DRILL HOLE IN THE
 FE2344'STEP AND STAMPED PAUL NO 1 1952.
 FE2344'
 FE2344'REFERENCE MARK NO. 2 IS IN THE LAWN OF THE PARSONAGE.  IT IS 38 FEET
 FE2344'SOUTH OF THE CENTER OF LANE AVE., 31 FEET NORTHEAST OF THE NORTHEAST
 FE2344'CORNER OF HOUSE NO. 566 LANE AVE. AND 24 FEET NORTH OF THE NORTHWEST
 FE2344'CORNER OF THE PARSONAGE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 FE2344'DISK IS STAMPED PAUL NO 2 1951.
 FE2344'
 FE2344'AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF MIDDLETON STREET AND BERRY
 FE2344'STREET.  IT IS 25 FEET EAST OF THE CENTER OF MIDDLETON STREET,
 FE2344'23 FEET SOUTH OF BERRY STREET AND 3 FEET SOUTHWEST OF A POWER POLE.
 FE2344'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PAUL
 FE2344'1951.
 FE2344'
 FE2344'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2345 ***********************************************************************
 FE2345  DESIGNATION -  PAUL RM 2
 FE2345  PID         -  FE2345
 FE2345  STATE/COUNTY-  TN/MADISON
 FE2345  USGS QUAD   -  JACKSON NORTH (1983)
 FE2345
 FE2345                         *CURRENT SURVEY CONTROL
 FE2345  ___________________________________________________________________
 FE2345* NAD 83(1995)-  35 37 39.18385(N)    088 48 18.66800(W)     ADJUSTED  
 FE2345* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 FE2345  ___________________________________________________________________
 FE2345  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2345  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2345
 FE2345  HORZ ORDER  -  SECOND
 FE2345
 FE2345.The horizontal coordinates were established by classical geodetic methods
 FE2345.and adjusted by the National Geodetic Survey in April 1999..
 FE2345
 FE2345.The orthometric height was scaled from a topographic map.
 FE2345
 FE2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2345
 FE2345.The geoid height was determined by GEOID03.
 FE2345
 FE2345;                    North         East     Units Scale Factor Converg.
 FE2345;SPC TN       -   147,233.580   345,936.465   MT  0.99995486   -1 38 32.2
 FE2345;SPC TN       -   483,048.84  1,134,959.89   sFT  0.99995486   -1 38 32.2
 FE2345;UTM  16      - 3,944,140.050   336,532.581   MT  0.99992929   -1 03 06.4
 FE2345
 FE2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2345!SPC TN       -   0.99998058  x   0.99995486  =   0.99993544
 FE2345!UTM  16      -   0.99998058  x   0.99992929  =   0.99990987
 FE2345
 FE2345                          SUPERSEDED SURVEY CONTROL
 FE2345
 FE2345  NAD 83(1995)-  35 37 39.18876(N)    088 48 18.67288(W) AD(       ) 2
 FE2345  NAD 83(1986)-  35 37 39.19527(N)    088 48 18.66895(W) AD(       ) 2
 FE2345  NAD 27      -  35 37 38.94100(N)    088 48 18.46500(W) AD(       ) 2
 FE2345
 FE2345.Superseded values are not recommended for survey control.
 FE2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2345.See file dsdata.txt to determine how the superseded data were derived.
 FE2345
 FE2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3653344140(NAD 83)
 FE2345_MARKER: DR = REFERENCE MARK DISK
 FE2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2345_STAMPING: PAUL NO 2 1951
 FE2345_MARK LOGO: CGS   
 FE2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2345+STABILITY: SURFACE MOTION
 FE2345
 FE2345  HISTORY     - Date     Condition        Report By
 FE2345  HISTORY     - 1951     MONUMENTED       CGS
 FE2345
 FE2345                          STATION DESCRIPTION
 FE2345
 FE2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2345'STATION IS LOCATED ON THE SOUTHWEST CORNER OF MIDDLETON STREET AND
 FE2345'LANE AVE. ON THE LAWN OF ST. PAULS CHURCH PARSONAGE IN THE CITY OF
 FE2345'JACKSON.  IT IS 38 FEET SOUTH OF THE CENTER OF LANE AVE., 31 FEET
 FE2345'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NO. 566 LANE AVE. AND
 FE2345'24 FEET NORTH OF THE NORTHWEST CORNER OF THE PARSONAGE.  THE MARK IS
 FE2345'FLUSH WITH THE GROUND AND THE DISK IS STAMPED PAUL NO 2 1951.
 FE2345'
 FE2345'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0215 ***********************************************************************
 GC0215  DESIGNATION -  PAYNE
 GC0215  PID         -  GC0215
 GC0215  STATE/COUNTY-  TN/TROUSDALE
 GC0215  USGS QUAD   -  BETHPAGE (1994)
 GC0215
 GC0215                         *CURRENT SURVEY CONTROL
 GC0215  ___________________________________________________________________
 GC0215* NAD 83(1995)-  36 23 17.94802(N)    086 15 53.30182(W)     ADJUSTED  
 GC0215* NAVD 88     -       189.655  (meters)     622.23   (feet)  ADJUSTED  
 GC0215  ___________________________________________________________________
 GC0215  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GC0215  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0215  DYNAMIC HT  -         189.499 (meters)     621.71  (feet)  COMP
 GC0215  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GC0215
 GC0215  HORZ ORDER  -  SECOND
 GC0215  VERT ORDER  -  SECOND    CLASS I
 GC0215
 GC0215.The horizontal coordinates were established by classical geodetic methods
 GC0215.and adjusted by the National Geodetic Survey in April 1999..
 GC0215
 GC0215.The orthometric height was determined by differential leveling
 GC0215.and adjusted by the National Geodetic Survey in July 2002..
 GC0215
 GC0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0215
 GC0215.The geoid height was determined by GEOID03.
 GC0215
 GC0215.The dynamic height is computed by dividing the NAVD 88
 GC0215.geopotential number by the normal gravity value computed on the
 GC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0215.degrees latitude (g = 980.6199 gals.).
 GC0215
 GC0215.The modeled gravity was interpolated from observed gravity values.
 GC0215
 GC0215;                    North         East     Units Scale Factor Converg.
 GC0215;SPC TN       -   228,035.169   576,241.854   MT  0.99999510   -0 09 18.1
 GC0215;SPC TN       -   748,145.38  1,890,553.48   sFT  0.99999510   -0 09 18.1
 GC0215;UTM  16      - 4,027,271.065   565,935.455   MT  0.99965356   +0 26 10.2
 GC0215
 GC0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0215!SPC TN       -   0.99997485  x   0.99999510  =   0.99996995
 GC0215!UTM  16      -   0.99997485  x   0.99965356  =   0.99962841
 GC0215
 GC0215|---------------------------------------------------------------------|
 GC0215| PID    Reference Object                     Distance      Geod. Az  |
 GC0215|                                                           dddmmss.s |
 GC0215| GC0214 PAYNE RM 1                           26.668 METERS 08202     |
 GC0215| GC0213 PAYNE AZ MK                                        2573705.7 |
 GC0215| GC0216 PAYNE RM 2                           26.175 METERS 26021     |
 GC0215|---------------------------------------------------------------------|
 GC0215
 GC0215                          SUPERSEDED SURVEY CONTROL
 GC0215
 GC0215  NAD 83(1995)-  36 23 17.94877(N)    086 15 53.30318(W) AD(       ) 2
 GC0215  NAD 83(1995)-  36 23 17.95564(N)    086 15 53.30501(W) AD(       ) 2
 GC0215  NAD 83(1986)-  36 23 17.95752(N)    086 15 53.30497(W) AD(       ) 2
 GC0215  NAD 27      -  36 23 17.78990(N)    086 15 53.34160(W) AD(       ) 2
 GC0215  NAVD 88 (06/15/91)  189.645  (m)          622.19   (f) UNKNOWN     2 0
 GC0215  NGVD 29 (??/??/??)  189.74   (m)          622.5    (f) RESET       3  
 GC0215
 GC0215.Superseded values are not recommended for survey control.
 GC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0215.See file dsdata.txt to determine how the superseded data were derived.
 GC0215
 GC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6593527271(NAD 83)
 GC0215_MARKER: DD = SURVEY DISK
 GC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0215_STAMPING: PAYNE 1961
 GC0215_MARK LOGO: TNHD  
 GC0215_PROJECTION: FLUSH
 GC0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0215+STABILITY: SURFACE MOTION
 GC0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0215+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 GC0215
 GC0215  HISTORY     - Date     Condition        Report By
 GC0215  HISTORY     - 1961     MONUMENTED       TNHD
 GC0215  HISTORY     - 1961     GOOD             TNHD
 GC0215  HISTORY     - 20010201 GOOD             NGS
 GC0215
 GC0215                          STATION DESCRIPTION
 GC0215
 GC0215'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0215'5.5 MI W FROM HARTSVILLE.
 GC0215'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25 NEAR
 GC0215'HARTSVILLE, GO WEST ON STATE ROUTE 25 FOR 0.1 MILE TO THE
 GC0215'STATION ON THE LEFT.  THE MARK IS LOCATED 14 FEET NORTH OF THE
 GC0215'EDGE OF A 16 FOOT HIGHWAY CUT, 2 FEET SOUTH OF A FENCE AND 1.7
 GC0215'FEET EAST OF A WITNESS POST.  THE MARK IS SET IN TOP OF A
 GC0215'10-INCH SQUARE, CONCRETE POST FLUSH THE GROUND.
 GC0215
 GC0215                          STATION RECOVERY (1961)
 GC0215
 GC0215'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0215'THE STATION IS LOCATED ABOUT 0.1 OF A MILE WEST OF THE JUNCTION OF
 GC0215'STATE ROUTE 10-A AND STATE ROUTE 25 ABOUT 5-1/2 MILES WEST OF
 GC0215'HARTSVILLE.
 GC0215'
 GC0215'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE
 GC0215'ROUTE 25, GO WEST ON STATE ROUTE 25 FOR 0.15 MILE TO THE STATION ON
 GC0215'THE RIGHT AS DESCRIBED.
 GC0215'
 GC0215'THE STATION IS 14 FEET NORTH OF THE EDGE OF A 16 FOOT HIGHWAY CUT, 2
 GC0215'FEET SOUTH OF A FENCE AND 1.7 FEET EAST OF A WITNESS POST.
 GC0215'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0215'DEPARTMENT DISKS STAMPED PAYNE 1961.  THE UNDERGROUND MARK IS ABOUT 30
 GC0215'INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A 10-INCH
 GC0215'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0215'
 GC0215'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE EDGE OF A 16 FOOT
 GC0215'HIGHWAY CUT, 2 FEET SOUTH OF A FENCE AND ON THE EAST SLOPE OF
 GC0215'THE HILL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0215'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC0215'STAMPED PAYNE RM-1 1961.
 GC0215'
 GC0215'REFERENCE MARK NO. 2 IS 15 FEET EAST OF A POWER POLE, 13 FEET NORTH
 GC0215'OF THE EDGE OF A 16 FOOT HIGHWAY CUT AND 2 FEET SOUTH OF A
 GC0215'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC0215'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC0215'STAMPED PAYNE RM-2 1961.
 GC0215'
 GC0215'THE AZIMUTH MARK IS 56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC0215'STATE ROUTE 25, 4 FEET SOUTHWEST OF A FENCE AND 2 FEET SOUTH OF A
 GC0215'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0215'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC0215'IS STAMPED PAYNE AZI 1961.
 GC0215'
 GC0215'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 GC0215'STATE ROUTE 25 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC0215'
 GC0215'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 GC0215
 GC0215                          STATION RECOVERY (2001)
 GC0215
 GC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0215'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GC0215'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 GC0215'HIGHWAY 141), THENCE 9.6 KM WESTERLY ALONG STATE HIGHWAY 25, 26.7 M
 GC0215'WEST OF REFERENCE MARK 1, 26.2 M EAST OF REFERENCE MARK 2, 16.2 M
 GC0215'NORTH OF THE HIGHWAY CENTERLINE, 5.0 M ABOVE THE LEVEL OF THE
 GC0215'HIGHWAY, 0.5 M EAST OF A WITNESS POST, 0.3 M SOUTH OF A WITNESS
 GC0215'POST, AND THE MONUMENT IS RECESSED 0.1 M BELOW THE GROUND
 GC0215'SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 GC0215'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0213 ***********************************************************************
 GC0213  DESIGNATION -  PAYNE AZ MK
 GC0213  PID         -  GC0213
 GC0213  STATE/COUNTY-  TN/TROUSDALE
 GC0213  USGS QUAD   -  BETHPAGE (1994)
 GC0213
 GC0213                         *CURRENT SURVEY CONTROL
 GC0213  ___________________________________________________________________
 GC0213* NAD 83(1986)-  36 23 14.     (N)    086 16 16.     (W)     SCALED    
 GC0213* NAVD 88     -       173.810  (meters)     570.24   (feet)  ADJUSTED  
 GC0213  ___________________________________________________________________
 GC0213  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0213  DYNAMIC HT  -         173.667 (meters)     569.77  (feet)  COMP
 GC0213  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 GC0213
 GC0213  VERT ORDER  -  SECOND    CLASS 0
 GC0213
 GC0213.The horizontal coordinates were scaled from a topographic map and have
 GC0213.an estimated accuracy of +/- 6 seconds.
 GC0213
 GC0213.The orthometric height was determined by differential leveling
 GC0213.and adjusted by the National Geodetic Survey in June 1991..
 GC0213
 GC0213.The geoid height was determined by GEOID03.
 GC0213
 GC0213.The dynamic height is computed by dividing the NAVD 88
 GC0213.geopotential number by the normal gravity value computed on the
 GC0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0213.degrees latitude (g = 980.6199 gals.).
 GC0213
 GC0213.The modeled gravity was interpolated from observed gravity values.
 GC0213
 GC0213;                    North         East    Units  Estimated Accuracy
 GC0213;SPC TN       -   227,920.      575,680.      MT  (+/- 180 meters Scaled)
 GC0213
 GC0213                          SUPERSEDED SURVEY CONTROL
 GC0213
 GC0213  NGVD 29 (??/??/??)  173.90   (m)          570.5    (f) RESET       3  
 GC0213
 GC0213.Superseded values are not recommended for survey control.
 GC0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0213.See file dsdata.txt to determine how the superseded data were derived.
 GC0213
 GC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653271(NAD 83)
 GC0213_MARKER: DD = SURVEY DISK
 GC0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0213_STAMPING: PAYNE AZI 1961
 GC0213_MARK LOGO: TNHD  
 GC0213_PROJECTION: FLUSH
 GC0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0213+STABILITY: SURFACE MOTION
 GC0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0213+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 GC0213
 GC0213  HISTORY     - Date     Condition        Report By
 GC0213  HISTORY     - 1961     MONUMENTED       TNHD
 GC0213  HISTORY     - 20010201 GOOD             NGS
 GC0213
 GC0213                          STATION DESCRIPTION
 GC0213
 GC0213'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0213'6 MI W FROM HARTSVILLE.
 GC0213'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25 NEAR
 GC0213'HARTSVILLE, GO WEST ON STATE ROUTE 25 FOR 0.5 MILE TO THE MARK
 GC0213'ON THE RIGHT.  THE MARK IS LOCATED 56 FEET NORTHWEST OF THE
 GC0213'CENTERLINE OF STATE ROUTE 25, 4 FEET SOUTHWEST OF A FENCE AND
 GC0213'2 FEET SOUTH OF A WITNESS POST.  THE MARK IS SET IN TOP OF A
 GC0213'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0213
 GC0213                          STATION RECOVERY (2001)
 GC0213
 GC0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0213'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GC0213'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 GC0213'HIGHWAY 141), THENCE 10.4 KM WESTERLY ALONG STATE HIGHWAY 25, 17.0
 GC0213'M NORTH OF THE HIGHWAY CENTERLINE, 3.9 M SOUTH OF A UTILITY
 GC0213'T-JUNCTION POLE WITH A GUY CABLE, 3.1 M NORTH OF THE GUY CABLE
 GC0213'ANCHOR WITH A WITNESS SIGN ATTACHED, 1.6 M SOUTHWEST OF A WATER
 GC0213'METER, 1.5 M SOUTH OF A METAL GUARD POST, AND THE MONUMENT IS
 GC0213'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE
 GC0213'HIGHWAY RIGHT-OF-WAY.
 GC0213'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0214 ***********************************************************************
 GC0214  DESIGNATION -  PAYNE RM 1
 GC0214  PID         -  GC0214
 GC0214  STATE/COUNTY-  TN/TROUSDALE
 GC0214  USGS QUAD   -  BETHPAGE (1994)
 GC0214
 GC0214                         *CURRENT SURVEY CONTROL
 GC0214  ___________________________________________________________________
 GC0214* NAD 83(1986)-  36 23 17.     (N)    086 15 53.     (W)     SCALED    
 GC0214* NAVD 88     -       189.675  (meters)     622.29   (feet)  ADJUSTED  
 GC0214  ___________________________________________________________________
 GC0214  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0214  DYNAMIC HT  -         189.518 (meters)     621.78  (feet)  COMP
 GC0214  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GC0214
 GC0214  VERT ORDER  -  SECOND    CLASS I
 GC0214
 GC0214.The horizontal coordinates were scaled from a topographic map and have
 GC0214.an estimated accuracy of +/- 6 seconds.
 GC0214
 GC0214.The orthometric height was determined by differential leveling
 GC0214.and adjusted by the National Geodetic Survey in July 2002..
 GC0214
 GC0214.The geoid height was determined by GEOID03.
 GC0214
 GC0214.The dynamic height is computed by dividing the NAVD 88
 GC0214.geopotential number by the normal gravity value computed on the
 GC0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0214.degrees latitude (g = 980.6199 gals.).
 GC0214
 GC0214.The modeled gravity was interpolated from observed gravity values.
 GC0214
 GC0214;                    North         East    Units  Estimated Accuracy
 GC0214;SPC TN       -   228,010.      576,250.      MT  (+/- 180 meters Scaled)
 GC0214
 GC0214                          SUPERSEDED SURVEY CONTROL
 GC0214
 GC0214  NAVD 88 (06/15/91)  189.693  (m)          622.35   (f) UNKNOWN     2 0
 GC0214  NGVD 29 (??/??/92)  189.755  (m)          622.55   (f) ADJ UNCH    2 0
 GC0214
 GC0214.Superseded values are not recommended for survey control.
 GC0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0214.See file dsdata.txt to determine how the superseded data were derived.
 GC0214
 GC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF659272(NAD 83)
 GC0214_MARKER: DD = SURVEY DISK
 GC0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0214_STAMPING: PAYNE RM 1 1961
 GC0214_MARK LOGO: TNHD  
 GC0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0214+STABILITY: SURFACE MOTION
 GC0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0214+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 GC0214
 GC0214  HISTORY     - Date     Condition        Report By
 GC0214  HISTORY     - 1961     MONUMENTED       TNHD
 GC0214  HISTORY     - 20010201 GOOD             NGS
 GC0214
 GC0214                          STATION DESCRIPTION
 GC0214
 GC0214'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0214'5.5 MI W FROM HARTSVILLE.
 GC0214'THIS MARK IS LOCATED AT THE PAYNE 1961 STATION SITE, 11 FEET
 GC0214'NORTH OF THE EDGE OF A 16 FOOT HIGHWAY CUT, 2 FEET SOUTH OF A
 GC0214'FENCE AND ON THE EAST SLOPE OF THE HILL.  THE MARK IS 87.5 FEET
 GC0214'EAST OF THE STATION AND SET IN THE TOP OF A 10-INCH SQUARE,
 GC0214'CONCRETE POST FLUSH WITH THE GROUND.
 GC0214
 GC0214                          STATION RECOVERY (2001)
 GC0214
 GC0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0214'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GC0214'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 GC0214'HIGHWAY 141), THENCE 9.6 KM WESTERLY ALONG STATE HIGHWAY 25, 26.7 M
 GC0214'EAST OF TRIANGULATION STATION PAYNE, 15.7 M NORTH OF THE HIGHWAY
 GC0214'CENTERLINE, 5.0 M ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 GC0214'MONUMENT IS RECESSED 0.2 M BELOW THE GROUND SURFACE.  NOTE--THE
 GC0214'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 GC0214'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0216 ***********************************************************************
 GC0216  DESIGNATION -  PAYNE RM 2
 GC0216  PID         -  GC0216
 GC0216  STATE/COUNTY-  TN/TROUSDALE
 GC0216  USGS QUAD   -  BETHPAGE (1994)
 GC0216
 GC0216                         *CURRENT SURVEY CONTROL
 GC0216  ___________________________________________________________________
 GC0216* NAD 83(1986)-  36 23 17.     (N)    086 15 54.     (W)     SCALED    
 GC0216* NAVD 88     -       188.677  (meters)     619.02   (feet)  ADJUSTED  
 GC0216  ___________________________________________________________________
 GC0216  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0216  DYNAMIC HT  -         188.521 (meters)     618.51  (feet)  COMP
 GC0216  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GC0216
 GC0216  VERT ORDER  -  SECOND    CLASS 0
 GC0216
 GC0216.The horizontal coordinates were scaled from a topographic map and have
 GC0216.an estimated accuracy of +/- 6 seconds.
 GC0216
 GC0216.The orthometric height was determined by differential leveling
 GC0216.and adjusted by the National Geodetic Survey in June 1991..
 GC0216
 GC0216.The geoid height was determined by GEOID03.
 GC0216
 GC0216.The dynamic height is computed by dividing the NAVD 88
 GC0216.geopotential number by the normal gravity value computed on the
 GC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0216.degrees latitude (g = 980.6199 gals.).
 GC0216
 GC0216.The modeled gravity was interpolated from observed gravity values.
 GC0216
 GC0216;                    North         East    Units  Estimated Accuracy
 GC0216;SPC TN       -   228,010.      576,220.      MT  (+/- 180 meters Scaled)
 GC0216
 GC0216                          SUPERSEDED SURVEY CONTROL
 GC0216
 GC0216  NGVD 29 (??/??/92)  188.738  (m)          619.22   (f) ADJ UNCH    2 0
 GC0216
 GC0216.Superseded values are not recommended for survey control.
 GC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0216.See file dsdata.txt to determine how the superseded data were derived.
 GC0216
 GC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF659272(NAD 83)
 GC0216_MARKER: DD = SURVEY DISK
 GC0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0216_STAMPING: PAYNE RM 2 1961
 GC0216_MARK LOGO: TNHD  
 GC0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0216+STABILITY: SURFACE MOTION
 GC0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0216+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 GC0216
 GC0216  HISTORY     - Date     Condition        Report By
 GC0216  HISTORY     - 1961     MONUMENTED       TNHD
 GC0216  HISTORY     - 20010201 GOOD             NGS
 GC0216
 GC0216                          STATION DESCRIPTION
 GC0216
 GC0216'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0216'5.5 MI W FROM HARTSVILLE.
 GC0216'THIS MARK IS LOCATED AT THE PAYNE 1961 STATION SITE, 15 FEET
 GC0216'EAST OF A POWER POLE, 13 FEET NORTH OF THE EDGE OF A 16 FOOT
 GC0216'HIGHWAY CUT, 2 FEET SOUTH OF A FENCE AND 85.9 FEET WEST OF THE
 GC0216'STATION.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0216'POST FLUSH THE GROUND.
 GC0216
 GC0216                          STATION RECOVERY (2001)
 GC0216
 GC0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0216'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GC0216'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 GC0216'HIGHWAY 141), THENCE 9.6 KM WESTERLY ALONG STATE HIGHWAY 25, 26.2 M
 GC0216'WEST OF TRIANGULATION STATION PAYNE, 15.4 M NORTH OF THE HIGHWAY
 GC0216'CENTERLINE, 3.6 M EAST OF A UTILITY POLE WITH A TRANSFORMER AND 6
 GC0216'GUY CABLES, 3.0 M ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M SOUTHWEST
 GC0216'OF THE MOST EASTERLY GUY CABLE ANCHOR, AND THE MONUMENT IS
 GC0216'RECESSED 0.1 M BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 GC0216'ON THE HIGHWAY RIGHT-OF-WAY.
 GC0216'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1173 ***********************************************************************
 FC1173  DESIGNATION -  PBM 10 A
 FC1173  PID         -  FC1173
 FC1173  STATE/COUNTY-  TN/HAMILTON
 FC1173  USGS QUAD   -  OOLTEWAH (1976)
 FC1173
 FC1173                         *CURRENT SURVEY CONTROL
 FC1173  ___________________________________________________________________
 FC1173* NAD 83(1986)-  35 05 13.     (N)    085 00 45.     (W)     SCALED    
 FC1173* NAVD 88     -       256.067  (meters)     840.11   (feet)  ADJUSTED  
 FC1173  ___________________________________________________________________
 FC1173  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1173  DYNAMIC HT  -         255.810 (meters)     839.27  (feet)  COMP
 FC1173  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 FC1173
 FC1173  VERT ORDER  -  SECOND    CLASS 0
 FC1173
 FC1173.The horizontal coordinates were scaled from a topographic map and have
 FC1173.an estimated accuracy of +/- 6 seconds.
 FC1173
 FC1173.The orthometric height was determined by differential leveling
 FC1173.and adjusted by the National Geodetic Survey in June 1991..
 FC1173
 FC1173.The geoid height was determined by GEOID03.
 FC1173
 FC1173.The dynamic height is computed by dividing the NAVD 88
 FC1173.geopotential number by the normal gravity value computed on the
 FC1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1173.degrees latitude (g = 980.6199 gals.).
 FC1173
 FC1173.The modeled gravity was interpolated from observed gravity values.
 FC1173
 FC1173;                    North         East    Units  Estimated Accuracy
 FC1173;SPC TN       -    84,070.      690,050.      MT  (+/- 180 meters Scaled)
 FC1173
 FC1173                          SUPERSEDED SURVEY CONTROL
 FC1173
 FC1173  NGVD 29 (??/??/92)  256.075  (m)          840.14   (f) ADJ UNCH    2 0
 FC1173
 FC1173.Superseded values are not recommended for survey control.
 FC1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1173.See file dsdata.txt to determine how the superseded data were derived.
 FC1173
 FC1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD811844(NAD 83)
 FC1173_MARKER: Q = CHISELED SQUARE
 FC1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1173_SP_SET: CULVERT
 FC1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1173
 FC1173  HISTORY     - Date     Condition        Report By
 FC1173  HISTORY     - UNK      MONUMENTED       CGS
 FC1173  HISTORY     - 1934     GOOD             NGS
 FC1173  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1173
 FC1173                          STATION DESCRIPTION
 FC1173
 FC1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1173'0.8 MI SW FROM MINERAL PARK.
 FC1173'IN HAMILTON COUNTY, ABOUT 3/4 MILE SOUTHWEST ALONG THE SOUTHERN
 FC1173'RAILWAY FROM THE STATION AT MINERAL PARK, BRADLEY COUNTY, 0.35
 FC1173'MILE SOUTHWEST OF MILEPOST 223, 10 FEET EAST OF THE TRACK, AND IN
 FC1173'THE CONCRETE HEADWALL OF A CULVERT.  A CHISELED SQUARE.
 FC1173
 FC1173                          STATION RECOVERY (1962)
 FC1173
 FC1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1464 ***********************************************************************
 FC1464  DESIGNATION -  PBM 13
 FC1464  PID         -  FC1464
 FC1464  STATE/COUNTY-  TN/WARREN
 FC1464  USGS QUAD   -  MC MINNVILLE (1984)
 FC1464
 FC1464                         *CURRENT SURVEY CONTROL
 FC1464  ___________________________________________________________________
 FC1464* NAD 83(1986)-  35 40 30.     (N)    085 46 36.     (W)     SCALED    
 FC1464* NAVD 88     -       274.960  (meters)     902.10   (feet)  ADJUSTED  
 FC1464  ___________________________________________________________________
 FC1464  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1464  DYNAMIC HT  -         274.706 (meters)     901.26  (feet)  COMP
 FC1464  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FC1464
 FC1464  VERT ORDER  -  SECOND    CLASS 0
 FC1464
 FC1464.The horizontal coordinates were scaled from a topographic map and have
 FC1464.an estimated accuracy of +/- 6 seconds.
 FC1464
 FC1464.The orthometric height was determined by differential leveling
 FC1464.and adjusted by the National Geodetic Survey in June 1991..
 FC1464
 FC1464.The geoid height was determined by GEOID03.
 FC1464
 FC1464.The dynamic height is computed by dividing the NAVD 88
 FC1464.geopotential number by the normal gravity value computed on the
 FC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1464.degrees latitude (g = 980.6199 gals.).
 FC1464
 FC1464.The modeled gravity was interpolated from observed gravity values.
 FC1464
 FC1464;                    North         East    Units  Estimated Accuracy
 FC1464;SPC TN       -   148,880.      620,220.      MT  (+/- 180 meters Scaled)
 FC1464
 FC1464                          SUPERSEDED SURVEY CONTROL
 FC1464
 FC1464  NGVD 29 (??/??/92)  274.986  (m)          902.18   (f) ADJ UNCH    2 0
 FC1464
 FC1464.Superseded values are not recommended for survey control.
 FC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1464.See file dsdata.txt to determine how the superseded data were derived.
 FC1464
 FC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE107485(NAD 83)
 FC1464_MARKER: O = CHISELED CIRCLE
 FC1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1464_SP_SET: BRIDGE
 FC1464_STAMPING: USPBM NO 13
 FC1464_MARK LOGO: DOD   
 FC1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1464+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 FC1464
 FC1464  HISTORY     - Date     Condition        Report By
 FC1464  HISTORY     - UNK      MONUMENTED       DOD
 FC1464  HISTORY     - 1943     GOOD             NGS
 FC1464  HISTORY     - 20030208 GOOD             TNDT
 FC1464
 FC1464                          STATION DESCRIPTION
 FC1464
 FC1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1464'0.3 MI W FROM MC MINNVILLE.
 FC1464'0.3 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1464'RAILWAY FROM MC MINNVILLE, WARREN COUNTY, ON THE EAST END OF
 FC1464'BRIDGE 33.9 OVER THE TENNESSEE ELECTRIC POWER CO. DAM, ON THE
 FC1464'CONCRETE PARAPET, 6 FEET WEST OF THE EAST END, AND 3-1/2 FEET
 FC1464'SOUTH OF THE SOUTH RAIL.  A CHISELED CIRCLE MARKED BY THE PAINTED
 FC1464'LETTERS U.S.P.B.M. NO. 13.
 FC1464
 FC1464                          STATION RECOVERY (2003)
 FC1464
 FC1464'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0378 ***********************************************************************
 FC0378  DESIGNATION -  PBM 13 A
 FC0378  PID         -  FC0378
 FC0378  STATE/COUNTY-  TN/BRADLEY
 FC0378  USGS QUAD   -  MC DONALD (1976)
 FC0378
 FC0378                         *CURRENT SURVEY CONTROL
 FC0378  ___________________________________________________________________
 FC0378* NAD 83(1986)-  35 06 44.     (N)    084 57 58.     (W)     SCALED    
 FC0378* NAVD 88     -       246.876  (meters)     809.96   (feet)  ADJUSTED  
 FC0378  ___________________________________________________________________
 FC0378  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0378  DYNAMIC HT  -         246.630 (meters)     809.15  (feet)  COMP
 FC0378  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 FC0378
 FC0378  VERT ORDER  -  SECOND    CLASS 0
 FC0378
 FC0378.The horizontal coordinates were scaled from a topographic map and have
 FC0378.an estimated accuracy of +/- 6 seconds.
 FC0378
 FC0378.The orthometric height was determined by differential leveling
 FC0378.and adjusted by the National Geodetic Survey in June 1991..
 FC0378
 FC0378.The geoid height was determined by GEOID03.
 FC0378
 FC0378.The dynamic height is computed by dividing the NAVD 88
 FC0378.geopotential number by the normal gravity value computed on the
 FC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0378.degrees latitude (g = 980.6199 gals.).
 FC0378
 FC0378.The modeled gravity was interpolated from observed gravity values.
 FC0378
 FC0378;                    North         East    Units  Estimated Accuracy
 FC0378;SPC TN       -    86,920.      694,250.      MT  (+/- 180 meters Scaled)
 FC0378
 FC0378                          SUPERSEDED SURVEY CONTROL
 FC0378
 FC0378  NGVD 29 (??/??/92)  246.885  (m)          809.99   (f) ADJ UNCH    2 0
 FC0378
 FC0378.Superseded values are not recommended for survey control.
 FC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0378.See file dsdata.txt to determine how the superseded data were derived.
 FC0378
 FC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD853873(NAD 83)
 FC0378_MARKER: Q = CHISELED SQUARE
 FC0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0378_SP_SET: CULVERT
 FC0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0378
 FC0378  HISTORY     - Date     Condition        Report By
 FC0378  HISTORY     - UNK      MONUMENTED       CGS
 FC0378  HISTORY     - 1965     GOOD             NGS
 FC0378
 FC0378                          STATION DESCRIPTION
 FC0378
 FC0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0378'AT TUCKER SPRINGS.
 FC0378'AT TUCKER SPRINGS, BRADLEY COUNTY, 130 FEET NORTHWEST OF THE
 FC0378'SOUTHERN RAILWAY STATION, 90 FEET NORTH OF THE MAIN TRACK, 10
 FC0378'FEET SOUTHEAST OF A SPRING, AND IN A CONCRETE RETAINING WALL.  A
 FC0378'CHISELED SQUARE.  NOTE-- THE STATION HAS BEEN REMOVED.  THE
 FC0378'SPRING IS 8 POWER POLES EAST OF THE ROAD CROSSING AT TUCKER
 FC0378'SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0299 ***********************************************************************
 FE0299  DESIGNATION -  PBM 2 BOLT
 FE0299  PID         -  FE0299
 FE0299  STATE/COUNTY-  TN/HARDIN
 FE0299  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0299
 FE0299                         *CURRENT SURVEY CONTROL
 FE0299  ___________________________________________________________________
 FE0299* NAD 83(1986)-  35 09 01.     (N)    088 19 06.     (W)     SCALED    
 FE0299* NAVD 88     -       118.121  (meters)     387.54   (feet)  ADJUSTED  
 FE0299  ___________________________________________________________________
 FE0299  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE0299  DYNAMIC HT  -         118.013 (meters)     387.18  (feet)  COMP
 FE0299  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FE0299
 FE0299  VERT ORDER  -  FIRST     CLASS II
 FE0299
 FE0299.The horizontal coordinates were scaled from a topographic map and have
 FE0299.an estimated accuracy of +/- 6 seconds.
 FE0299
 FE0299.The orthometric height was determined by differential leveling
 FE0299.and adjusted by the National Geodetic Survey in June 1991..
 FE0299.WARNING-Repeat measurements at this control monument indicate possible
 FE0299.vertical movement.
 FE0299
 FE0299.The geoid height was determined by GEOID03.
 FE0299
 FE0299.The dynamic height is computed by dividing the NAVD 88
 FE0299.geopotential number by the normal gravity value computed on the
 FE0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0299.degrees latitude (g = 980.6199 gals.).
 FE0299
 FE0299.The modeled gravity was interpolated from observed gravity values.
 FE0299
 FE0299;                    North         East    Units  Estimated Accuracy
 FE0299;SPC TN       -    93,140.      388,770.      MT  (+/- 180 meters Scaled)
 FE0299
 FE0299                          SUPERSEDED SURVEY CONTROL
 FE0299
 FE0299  NGVD 29 (??/??/??)  118.130  (m)          387.56   (f) ADJUSTED    1 2
 FE0299
 FE0299.Superseded values are not recommended for survey control.
 FE0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0299.See file dsdata.txt to determine how the superseded data were derived.
 FE0299
 FE0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD799905(NAD 83)
 FE0299_MARKER: B = BOLT
 FE0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0299_SP_SET: STONE
 FE0299_MARK LOGO: USE   
 FE0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0299+STABILITY: SURFACE MOTION
 FE0299
 FE0299  HISTORY     - Date     Condition        Report By
 FE0299  HISTORY     - UNK      MONUMENTED       DOD
 FE0299  HISTORY     - 1944     GOOD             CGS
 FE0299
 FE0299                          STATION DESCRIPTION
 FE0299
 FE0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0299'0.3 MI NE FROM PITTSBURG LANDING.
 FE0299'0.3 MILE NORTHEAST OF THE POST OFFICE AT PITTSBURG LANDING, HARDIN
 FE0299'COUNTY, AT SHILOH NATIONAL MILITARY CEMETERY, IN THE PORTION OF
 FE0299'THE WALL PARALLEL TO TENNESSEE RIVER, 500 FEET SOUTH OF THE
 FE0299'NORTHEAST CORNER, 400 FEET NORTH OF THE CEMETERY STEPS AT THE
 FE0299'LANDING, 275 FEET DOWNSTREAM FROM THE 1897 HIGH-WATER LEVEL, AND
 FE0299'IN THE TOP OF A COPING STONE.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1461 ***********************************************************************
 FC1461  DESIGNATION -  PBM 20
 FC1461  PID         -  FC1461
 FC1461  STATE/COUNTY-  TN/WARREN
 FC1461  USGS QUAD   -  MC MINNVILLE (1984)
 FC1461
 FC1461                         *CURRENT SURVEY CONTROL
 FC1461  ___________________________________________________________________
 FC1461* NAD 83(1986)-  35 39 47.     (N)    085 47 57.     (W)     SCALED    
 FC1461* NAVD 88     -       284.397  (meters)     933.06   (feet)  ADJUSTED  
 FC1461  ___________________________________________________________________
 FC1461  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1461  DYNAMIC HT  -         284.134 (meters)     932.20  (feet)  COMP
 FC1461  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FC1461
 FC1461  VERT ORDER  -  SECOND    CLASS 0
 FC1461
 FC1461.The horizontal coordinates were scaled from a topographic map and have
 FC1461.an estimated accuracy of +/- 6 seconds.
 FC1461
 FC1461.The orthometric height was determined by differential leveling
 FC1461.and adjusted by the National Geodetic Survey in June 1991..
 FC1461
 FC1461.The geoid height was determined by GEOID03.
 FC1461
 FC1461.The dynamic height is computed by dividing the NAVD 88
 FC1461.geopotential number by the normal gravity value computed on the
 FC1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1461.degrees latitude (g = 980.6199 gals.).
 FC1461
 FC1461.The modeled gravity was interpolated from observed gravity values.
 FC1461
 FC1461;                    North         East    Units  Estimated Accuracy
 FC1461;SPC TN       -   147,550.      618,180.      MT  (+/- 180 meters Scaled)
 FC1461
 FC1461                          SUPERSEDED SURVEY CONTROL
 FC1461
 FC1461  NGVD 29 (??/??/92)  284.422  (m)          933.14   (f) ADJ UNCH    2 0
 FC1461
 FC1461.Superseded values are not recommended for survey control.
 FC1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1461.See file dsdata.txt to determine how the superseded data were derived.
 FC1461
 FC1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE086472(NAD 83)
 FC1461_MARKER: O = CHISELED CIRCLE
 FC1461_SETTING: 66 = SET IN ROCK OUTCROP
 FC1461_SP_SET: ROCK CUT
 FC1461_STAMPING: USPBM NO 20
 FC1461_MARK LOGO: DOD   
 FC1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1461+STABILITY: POSITION/ELEVATION WELL
 FC1461
 FC1461  HISTORY     - Date     Condition        Report By
 FC1461  HISTORY     - UNK      MONUMENTED       DOD
 FC1461  HISTORY     - 1934     GOOD             NGS
 FC1461
 FC1461                          STATION DESCRIPTION
 FC1461
 FC1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1461'1.8 MI W FROM MC MINNVILLE.
 FC1461'1.8 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1461'RAILWAY FROM MC MINNVILLE, WARREN COUNTY, NEAR POLE 32/14, AT THE
 FC1461'WEST END OF A ROCK CUT, 6 FEET SOUTH OF THE SOUTH RAIL, AND 1
 FC1461'FOOT LOWER THAN THE RAIL.  A CHISELED CIRCLE MARKED BY THE PAINTED
 FC1461'LETTERS U.S.P.B.M. NO. 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0141 ***********************************************************************
 FE0141  DESIGNATION -  PBM 3 A
 FE0141  PID         -  FE0141
 FE0141  STATE/COUNTY-  TN/DECATUR
 FE0141  USGS QUAD   -  JEANNETTE (1986)
 FE0141
 FE0141                         *CURRENT SURVEY CONTROL
 FE0141  ___________________________________________________________________
 FE0141* NAD 83(1986)-  35 37 43.     (N)    088 02 07.     (W)     SCALED    
 FE0141* NAVD 88     -       118.716  (meters)     389.49   (feet)  ADJUSTED  
 FE0141  ___________________________________________________________________
 FE0141  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0141  DYNAMIC HT  -         118.611 (meters)     389.14  (feet)  COMP
 FE0141  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 FE0141
 FE0141  VERT ORDER  -  SECOND    CLASS 0
 FE0141
 FE0141.The horizontal coordinates were scaled from a topographic map and have
 FE0141.an estimated accuracy of +/- 6 seconds.
 FE0141
 FE0141.The orthometric height was determined by differential leveling
 FE0141.and adjusted by the National Geodetic Survey in June 1991..
 FE0141
 FE0141.The geoid height was determined by GEOID03.
 FE0141
 FE0141.The dynamic height is computed by dividing the NAVD 88
 FE0141.geopotential number by the normal gravity value computed on the
 FE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0141.degrees latitude (g = 980.6199 gals.).
 FE0141
 FE0141.The modeled gravity was interpolated from observed gravity values.
 FE0141
 FE0141;                    North         East    Units  Estimated Accuracy
 FE0141;SPC TN       -   145,630.      415,660.      MT  (+/- 180 meters Scaled)
 FE0141
 FE0141                          SUPERSEDED SURVEY CONTROL
 FE0141
 FE0141  NGVD 29 (??/??/??)  118.731  (m)          389.54   (f) ADJUSTED    2 0
 FE0141
 FE0141.Superseded values are not recommended for survey control.
 FE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0141.See file dsdata.txt to determine how the superseded data were derived.
 FE0141
 FE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE062432(NAD 83)
 FE0141_MARKER: Q = CHISELED SQUARE
 FE0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0141_SP_SET: BRIDGE
 FE0141_MARK LOGO: USE   
 FE0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0141
 FE0141  HISTORY     - Date     Condition        Report By
 FE0141  HISTORY     - UNK      MONUMENTED       DOD
 FE0141  HISTORY     - 1947     MARK NOT FOUND   CGS
 FE0141
 FE0141                          STATION DESCRIPTION
 FE0141
 FE0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0141'0.7 MI NE FROM PERRYVILLE.
 FE0141'0.7 MILE NORTHEAST ALONG THE WEST BANK OF TENNESSEE RIVER FROM
 FE0141'THE MAIN STREET AT PERRYVILLE, DECATUR COUNTY, AT THE 1934 HIGHWAY
 FE0141'BRIDGE OVER THE RIVER, 80 FEET UPSTREAM FROM THE BRIDGE, AND ON
 FE0141'THE POINT OF A NATIVE ROCK BLUFF.  A 1-1/2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0303 ***********************************************************************
 FE0303  DESIGNATION -  PBM 4 B
 FE0303  PID         -  FE0303
 FE0303  STATE/COUNTY-  TN/HARDIN
 FE0303  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0303
 FE0303                         *CURRENT SURVEY CONTROL
 FE0303  ___________________________________________________________________
 FE0303* NAD 83(1986)-  35 13 29.     (N)    088 15 22.     (W)     SCALED    
 FE0303* NAVD 88     -       135.099  (meters)     443.24   (feet)  ADJUSTED  
 FE0303  ___________________________________________________________________
 FE0303  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0303  DYNAMIC HT  -         134.977 (meters)     442.84  (feet)  COMP
 FE0303  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0303
 FE0303  VERT ORDER  -  SECOND    CLASS 0
 FE0303
 FE0303.The horizontal coordinates were scaled from a topographic map and have
 FE0303.an estimated accuracy of +/- 6 seconds.
 FE0303
 FE0303.The orthometric height was determined by differential leveling
 FE0303.and adjusted by the National Geodetic Survey in June 1991..
 FE0303.WARNING-Repeat measurements at this control monument indicate possible
 FE0303.vertical movement.
 FE0303
 FE0303.The geoid height was determined by GEOID03.
 FE0303
 FE0303.The dynamic height is computed by dividing the NAVD 88
 FE0303.geopotential number by the normal gravity value computed on the
 FE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0303.degrees latitude (g = 980.6199 gals.).
 FE0303
 FE0303.The modeled gravity was interpolated from observed gravity values.
 FE0303
 FE0303;                    North         East    Units  Estimated Accuracy
 FE0303;SPC TN       -   101,270.      394,630.      MT  (+/- 180 meters Scaled)
 FE0303
 FE0303                          SUPERSEDED SURVEY CONTROL
 FE0303
 FE0303  NGVD 29 (??/??/??)  135.111  (m)          443.28   (f) ADJUSTED    2 0
 FE0303
 FE0303.Superseded values are not recommended for survey control.
 FE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0303.See file dsdata.txt to determine how the superseded data were derived.
 FE0303
 FE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD856986(NAD 83)
 FE0303_MARKER: X = CHISELED CROSS
 FE0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0303_SP_SET: PIER
 FE0303_MARK LOGO: USE   
 FE0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0303
 FE0303  HISTORY     - Date     Condition        Report By
 FE0303  HISTORY     - UNK      MONUMENTED       DOD
 FE0303  HISTORY     - 1949     GOOD             CGS
 FE0303  HISTORY     - 1962     GOOD             TVA
 FE0303
 FE0303                          STATION DESCRIPTION
 FE0303
 FE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0303'AT SAVANNAH.
 FE0303'AT SAVANNAH, HARDIN COUNTY, ON U.S. HIGHWAY 64, AT THE BRIDGE OVER
 FE0303'TENNESSEE RIVER, AND ON THE TOP OF THE NORTHEAST CORNER OF THE
 FE0303'FIRST BENT EAST OF THE EAST PIER.  A CHISELED CROSS IN THE CENTER
 FE0303'OF A SQUARE.
 FE0303
 FE0303                          STATION RECOVERY (1962)
 FE0303
 FE0303'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0300 ***********************************************************************
 FE0300  DESIGNATION -  PBM 61 A
 FE0300  PID         -  FE0300
 FE0300  STATE/COUNTY-  TN/HARDIN
 FE0300  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0300
 FE0300                         *CURRENT SURVEY CONTROL
 FE0300  ___________________________________________________________________
 FE0300* NAD 83(1986)-  35 09 05.     (N)    088 19 07.     (W)     SCALED    
 FE0300* NAVD 88     -       121.381  (meters)     398.23   (feet)  ADJUSTED  
 FE0300  ___________________________________________________________________
 FE0300  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE0300  DYNAMIC HT  -         121.270 (meters)     397.87  (feet)  COMP
 FE0300  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 FE0300
 FE0300  VERT ORDER  -  FIRST     CLASS II
 FE0300
 FE0300.The horizontal coordinates were scaled from a topographic map and have
 FE0300.an estimated accuracy of +/- 6 seconds.
 FE0300
 FE0300.The orthometric height was determined by differential leveling
 FE0300.and adjusted by the National Geodetic Survey in June 1991..
 FE0300.WARNING-Repeat measurements at this control monument indicate possible
 FE0300.vertical movement.
 FE0300
 FE0300.The geoid height was determined by GEOID03.
 FE0300
 FE0300.The dynamic height is computed by dividing the NAVD 88
 FE0300.geopotential number by the normal gravity value computed on the
 FE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0300.degrees latitude (g = 980.6199 gals.).
 FE0300
 FE0300.The modeled gravity was interpolated from observed gravity values.
 FE0300
 FE0300;                    North         East    Units  Estimated Accuracy
 FE0300;SPC TN       -    93,270.      388,750.      MT  (+/- 180 meters Scaled)
 FE0300
 FE0300                          SUPERSEDED SURVEY CONTROL
 FE0300
 FE0300  NGVD 29 (??/??/??)  121.390  (m)          398.26   (f) ADJUSTED    1 2
 FE0300
 FE0300.Superseded values are not recommended for survey control.
 FE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0300.See file dsdata.txt to determine how the superseded data were derived.
 FE0300
 FE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD798906(NAD 83)
 FE0300_MARKER: Q = CHISELED SQUARE
 FE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0300_SP_SET: STONE
 FE0300_MARK LOGO: USE   
 FE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0300+STABILITY: SURFACE MOTION
 FE0300
 FE0300  HISTORY     - Date     Condition        Report By
 FE0300  HISTORY     - UNK      MONUMENTED       DOD
 FE0300  HISTORY     - 1944     GOOD             CGS
 FE0300
 FE0300                          STATION DESCRIPTION
 FE0300
 FE0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0300'0.3 MI NE FROM PITTSBURG LANDING.
 FE0300'0.3 MILE NORTHEAST OF THE POST OFFICE AT PITTSBURG LANDING,
 FE0300'HARDIN COUNTY, AT SHILOH NATIONAL MILITARY CEMETERY, AT THE
 FE0300'NORTHEAST DOWNSTREAM CORNER OF THE STONE WALL, AND ON THE TOP OF
 FE0300'THE COPING STONE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0301 ***********************************************************************
 FE0301  DESIGNATION -  PBM 61 BOLT
 FE0301  PID         -  FE0301
 FE0301  STATE/COUNTY-  TN/HARDIN
 FE0301  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0301
 FE0301                         *CURRENT SURVEY CONTROL
 FE0301  ___________________________________________________________________
 FE0301* NAD 83(1986)-  35 09 08.     (N)    088 19 06.     (W)     SCALED    
 FE0301* NAVD 88     -       128.488  (meters)     421.55   (feet)  ADJUSTED  
 FE0301  ___________________________________________________________________
 FE0301  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE0301  DYNAMIC HT  -         128.370 (meters)     421.16  (feet)  COMP
 FE0301  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE0301
 FE0301  VERT ORDER  -  FIRST     CLASS II
 FE0301
 FE0301.The horizontal coordinates were scaled from a topographic map and have
 FE0301.an estimated accuracy of +/- 6 seconds.
 FE0301
 FE0301.The orthometric height was determined by differential leveling
 FE0301.and adjusted by the National Geodetic Survey in June 1991..
 FE0301
 FE0301.The geoid height was determined by GEOID03.
 FE0301
 FE0301.The dynamic height is computed by dividing the NAVD 88
 FE0301.geopotential number by the normal gravity value computed on the
 FE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0301.degrees latitude (g = 980.6199 gals.).
 FE0301
 FE0301.The modeled gravity was interpolated from observed gravity values.
 FE0301
 FE0301;                    North         East    Units  Estimated Accuracy
 FE0301;SPC TN       -    93,360.      388,770.      MT  (+/- 180 meters Scaled)
 FE0301
 FE0301                          SUPERSEDED SURVEY CONTROL
 FE0301
 FE0301  NGVD 29 (??/??/??)  128.494  (m)          421.57   (f) ADJUSTED    1 2
 FE0301
 FE0301.Superseded values are not recommended for survey control.
 FE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0301.See file dsdata.txt to determine how the superseded data were derived.
 FE0301
 FE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD799907(NAD 83)
 FE0301_MARKER: B = BOLT
 FE0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0301_SP_SET: STONE
 FE0301_MARK LOGO: USE   
 FE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0301+STABILITY: SURFACE MOTION
 FE0301
 FE0301  HISTORY     - Date     Condition        Report By
 FE0301  HISTORY     - UNK      MONUMENTED       DOD
 FE0301  HISTORY     - 1944     GOOD             CGS
 FE0301
 FE0301                          STATION DESCRIPTION
 FE0301
 FE0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0301'0.2 MI NE FROM PITTSBURG LANDING.
 FE0301'0.2 MILE NORTHEAST OF THE POST OFFICE AT PITTSBURG LANDING,
 FE0301'HARDIN COUNTY, AT SHILOH NATIONAL MILITARY CEMETERY, 325 FEET
 FE0301'UP A HOLLOW FROM THE NORTHEAST CORNER OF THE WALL, 4 FEET UP THE
 FE0301'HOLLOW FROM THE FIRST ANGLE IN THE WALL, IN THE TOP OF THE COPING
 FE0301'STONE, AND 0.4 FOOT FROM THE FACE OF THE WALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0258 ***********************************************************************
 FE0258  DESIGNATION -  PBM 61 D
 FE0258  PID         -  FE0258
 FE0258  STATE/COUNTY-  TN/HARDIN
 FE0258  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0258
 FE0258                         *CURRENT SURVEY CONTROL
 FE0258  ___________________________________________________________________
 FE0258* NAD 83(1986)-  35 09 32.     (N)    088 19 04.     (W)     SCALED    
 FE0258* NAVD 88     -       117.228  (meters)     384.61   (feet)  ADJUSTED  
 FE0258  ___________________________________________________________________
 FE0258  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0258  DYNAMIC HT  -         117.121 (meters)     384.25  (feet)  COMP
 FE0258  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 FE0258
 FE0258  VERT ORDER  -  SECOND    CLASS 0
 FE0258
 FE0258.The horizontal coordinates were scaled from a topographic map and have
 FE0258.an estimated accuracy of +/- 6 seconds.
 FE0258
 FE0258.The orthometric height was determined by differential leveling
 FE0258.and adjusted by the National Geodetic Survey in June 1991..
 FE0258
 FE0258.The geoid height was determined by GEOID03.
 FE0258
 FE0258.The dynamic height is computed by dividing the NAVD 88
 FE0258.geopotential number by the normal gravity value computed on the
 FE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0258.degrees latitude (g = 980.6199 gals.).
 FE0258
 FE0258.The modeled gravity was interpolated from observed gravity values.
 FE0258
 FE0258;                    North         East    Units  Estimated Accuracy
 FE0258;SPC TN       -    94,100.      388,840.      MT  (+/- 180 meters Scaled)
 FE0258
 FE0258                          SUPERSEDED SURVEY CONTROL
 FE0258
 FE0258  NGVD 29 (??/??/??)  117.235  (m)          384.63   (f) ADJUSTED    2 0
 FE0258
 FE0258.Superseded values are not recommended for survey control.
 FE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0258.See file dsdata.txt to determine how the superseded data were derived.
 FE0258
 FE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD799914(NAD 83)
 FE0258_MARKER: DD = SURVEY DISK
 FE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0258_MARK LOGO: USE   
 FE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0258+STABILITY: SURFACE MOTION
 FE0258
 FE0258  HISTORY     - Date     Condition        Report By
 FE0258  HISTORY     - UNK      MONUMENTED       DOD
 FE0258  HISTORY     - 1949     GOOD             CGS
 FE0258
 FE0258                          STATION DESCRIPTION
 FE0258
 FE0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0258'1 MI N FROM PITTSBURG LANDING.
 FE0258'1 MILE NORTH OF PITTSBURG LANDING, HARDIN COUNTY, ON THE LEFT
 FE0258'BANK OF TENNESSEE RIVER, 12 FEET UPSTREAM FROM THE CREST OF
 FE0258'SNAKE CREEK, 15 FEET WEST OF THE CREST OF THE RIVERBANK, AND 2
 FE0258'FEET EAST OF A STEEL POST.  THE TOP OF A VERTICAL SECTION OF
 FE0258'RAIL, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0977 ***********************************************************************
 GB0977  DESIGNATION -  PBM B
 GB0977  PID         -  GB0977
 GB0977  STATE/COUNTY-  TN/MORGAN
 GB0977  USGS QUAD   -  RUGBY (1984)
 GB0977
 GB0977                         *CURRENT SURVEY CONTROL
 GB0977  ___________________________________________________________________
 GB0977* NAD 83(1986)-  36 21 04.     (N)    084 43 49.     (W)     SCALED    
 GB0977* NAVD 88     -       378.125  (meters)    1240.57   (feet)  ADJUSTED  
 GB0977  ___________________________________________________________________
 GB0977  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0977  DYNAMIC HT  -         377.799 (meters)    1239.50  (feet)  COMP
 GB0977  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GB0977
 GB0977  VERT ORDER  -  SECOND    CLASS 0
 GB0977
 GB0977.The horizontal coordinates were scaled from a topographic map and have
 GB0977.an estimated accuracy of +/- 6 seconds.
 GB0977
 GB0977.The orthometric height was determined by differential leveling
 GB0977.and adjusted by the National Geodetic Survey in June 1991..
 GB0977
 GB0977.The geoid height was determined by GEOID03.
 GB0977
 GB0977.The dynamic height is computed by dividing the NAVD 88
 GB0977.geopotential number by the normal gravity value computed on the
 GB0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0977.degrees latitude (g = 980.6199 gals.).
 GB0977
 GB0977.The modeled gravity was interpolated from observed gravity values.
 GB0977
 GB0977;                    North         East    Units  Estimated Accuracy
 GB0977;SPC TN       -   224,610.      713,970.      MT  (+/- 180 meters Scaled)
 GB0977
 GB0977                          SUPERSEDED SURVEY CONTROL
 GB0977
 GB0977  NGVD 29 (??/??/92)  378.242  (m)         1240.95   (f) ADJ UNCH    2 0
 GB0977
 GB0977.Superseded values are not recommended for survey control.
 GB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0977.See file dsdata.txt to determine how the superseded data were derived.
 GB0977
 GB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF036252(NAD 83)
 GB0977_MARKER: Q = CHISELED SQUARE
 GB0977_SETTING: 80 = SET IN A BOULDER
 GB0977_SP_SET: BOULDER
 GB0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0977+STABILITY: SURFACE MOTION
 GB0977
 GB0977  HISTORY     - Date     Condition        Report By
 GB0977  HISTORY     - UNK      MONUMENTED       CGS
 GB0977  HISTORY     - 1934     GOOD             NGS
 GB0977
 GB0977                          STATION DESCRIPTION
 GB0977
 GB0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0977'9.7 MI E FROM ALLARDT.
 GB0977'IN MORGAN COUNTY, 9.7 MILES EAST ALONG STATE HIGHWAY 52 FROM
 GB0977'ALLARDT, FENTRESS COUNTY, 65 FEET NORTHEAST OF THE BRIDGE OVER
 GB0977'CLEAR CREEK, 36 FEET EAST OF A SHARP CURVE, AND ON THE TOP
 GB0977'OF A SANDSTONE BOULDER, ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 GB0977'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2306 ***********************************************************************
 GC2306  DESIGNATION -  PEACH ORCHARD HILL
 GC2306  PID         -  GC2306
 GC2306  STATE/COUNTY-  TN/DAVIDSON
 GC2306  USGS QUAD   -  OAK HILL (1968)
 GC2306
 GC2306                         *CURRENT SURVEY CONTROL
 GC2306  ___________________________________________________________________
 GC2306* NAD 83(1995)-  36 04 59.45665(N)    086 46 06.90457(W)     ADJUSTED  
 GC2306* NAVD 88     -       229.5    (meters)     753.     (feet)  VERTCON   
 GC2306  ___________________________________________________________________
 GC2306  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GC2306  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC2306
 GC2306  HORZ ORDER  -  SECOND
 GC2306
 GC2306.The horizontal coordinates were established by classical geodetic methods
 GC2306.and adjusted by the National Geodetic Survey in April 1999..
 GC2306
 GC2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2306
 GC2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2306
 GC2306.The geoid height was determined by GEOID03.
 GC2306
 GC2306;                    North         East     Units Scale Factor Converg.
 GC2306;SPC TN       -   194,416.740   530,778.057   MT  0.99995782   -0 26 59.9
 GC2306;SPC TN       -   637,848.92  1,741,394.34   sFT  0.99995782   -0 26 59.9
 GC2306;UTM  16      - 3,993,199.443   520,835.012   MT  0.99960535   +0 08 10.7
 GC2306
 GC2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2306!SPC TN       -   0.99996856  x   0.99995782  =   0.99992638
 GC2306!UTM  16      -   0.99996856  x   0.99960535  =   0.99957392
 GC2306
 GC2306|---------------------------------------------------------------------|
 GC2306| PID    Reference Object                     Distance      Geod. Az  |
 GC2306|                                                           dddmmss.s |
 GC2306| CG6278 PEACH ORCHARD HILL RM 2              33.095 METERS 01405     |
 GC2306| CG6277 PEACH ORCHARD HILL RM 1              20.515 METERS 19642     |
 GC2306| GC0670 PEACH ORCHARD HILL AZ MK                           2814308.6 |
 GC2306|---------------------------------------------------------------------|
 GC2306
 GC2306                          SUPERSEDED SURVEY CONTROL
 GC2306
 GC2306  NAD 83(1995)-  36 04 59.45904(N)    086 46 06.90650(W) AD(       ) 2
 GC2306  NAD 83(1995)-  36 04 59.46041(N)    086 46 06.90602(W) AD(       ) 2
 GC2306  NAD 83(1986)-  36 04 59.46684(N)    086 46 06.90759(W) AD(       ) 2
 GC2306  NAD 27      -  36 04 59.25430(N)    086 46 06.90920(W) AD(       ) 2
 GC2306  NGVD 29 (07/19/86)  229.5    (m)          753.     (f) VERT ANG       
 GC2306
 GC2306.Superseded values are not recommended for survey control.
 GC2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2306.See file dsdata.txt to determine how the superseded data were derived.
 GC2306
 GC2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2083593199(NAD 83)
 GC2306_MARKER: DE = TRAVERSE STATION DISK
 GC2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2306
 GC2306  HISTORY     - Date     Condition        Report By
 GC2306  HISTORY     - 1960     MONUMENTED       CGS
 GC2306
 GC2306                          STATION DESCRIPTION
 GC2306
 GC2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 GC2306'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHEAST OF THE CAPITOL
 GC2306'BUILDING IN NASHVILLE AND 0.2 MILE EAST OF FRANKLIN PIKE ON A
 GC2306'HILL KNOWN LOCALLY AS PEACH ORCHARD HILL.
 GC2306'
 GC2306'TO REACH FROM THE JUNCTION OF THOMPSON LANE AND FRANKLIN PIKE SOUTH
 GC2306'OF NASHVILLE, GO SOUTH ON FRANKLIN PIKE FOR 2.1 MILES TO A
 GC2306'DRIVEWAY LEFT, TURN LEFT AND GO EAST FOR 0.1 MILE TO A FORK, TAKE
 GC2306'RIGHT FORK AND GO 0.15 MILE TO THE END OF THE ROAD AT A RED, BRICK
 GC2306'HOUSE. FROM THIS POINT PACK NORTH ABOUT 200 YARDS TO THE HIGHEST
 GC2306'POINT AND THE STATION AS DESCRIBED.
 GC2306'
 GC2306'THE MARK IS 33 FEET NORTH OF A METAL WITNESS POST AND 22 FEET
 GC2306'SOUTHWEST OF A 12-INCH TREE WITH A TRIANGLE BLAZE. IT IS A STANDARD
 GC2306'TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH
 GC2306'THE GROUND AND THE DISK IS STAMPED PEACH ORCHARD HILL 1960.
 GC2306'
 GC2306'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK STAMPED PEACH ORCHRD
 GC2306'HILL 1960 AND IS ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC2306'
 GC2306'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN AN
 GC2306'IRREGULAR SHAPED BOULDER WHICH PROJECTS 4 INCHES AND THE DISK IS
 GC2306'STAMPED PEACH ORCHARD HILL NO 1 1960. IT IS 44 FEET NORTHWEST OF AN
 GC2306'8-INCH TREE WITH A TRIANGLE BLAZE.
 GC2306'
 GC2306'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN AN
 GC2306'IRREGULAR SHAPED BOULDER WHICH IS FLUSH WITH THE GROUND AND THE
 GC2306'DISK IS STAMPED PEACH ORCHARD HILL NO 2 1960. IT IS 72 FEET SOUTH OF
 GC2306'A METAL WITNESS POST.
 GC2306'
 GC2306'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GC2306'CONCRETE POST SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GC2306'ORCHARD HILL 1960. IT IS 42 FEET EAST OF SIDCO DRIVE, 42 FEET NORTH
 GC2306'OF A GRAVELED DRIVEWAY AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 GC2306'
 GC2306'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY LEFT AND
 GC2306'FRANKLIN PIKE MENTIONED ABOVE, GO NORTH ON FRANKLIN PIKE FOR 0.7 MILE
 GC2306'TO A SIDE ROAD RIGHT, ELYSIAN FIELDS ROAD, TURN RIGHT AND GO 0.9 MILE
 GC2306'TO SIDCO DRIVE, TURN RIGHT ON SIDCO DRIVE AND GO 0.1 MILE TO THE
 GC2306'MARK ON THE LEFT AS DESCRIBED.
 GC2306'
 GC2306'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0670 ***********************************************************************
 GC0670  DESIGNATION -  PEACH ORCHARD HILL AZ MK
 GC0670  PID         -  GC0670
 GC0670  STATE/COUNTY-  TN/DAVIDSON
 GC0670  USGS QUAD   -  OAK HILL (1968)
 GC0670
 GC0670                         *CURRENT SURVEY CONTROL
 GC0670  ___________________________________________________________________
 GC0670* NAD 83(1986)-  36 05 01.     (N)    086 45 41.     (W)     SCALED    
 GC0670* NAVD 88     -       197.807  (meters)     648.97   (feet)  ADJUSTED  
 GC0670  ___________________________________________________________________
 GC0670  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0670  DYNAMIC HT  -         197.636 (meters)     648.41  (feet)  COMP
 GC0670  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 GC0670
 GC0670  VERT ORDER  -  SECOND    CLASS 0
 GC0670
 GC0670.The horizontal coordinates were scaled from a topographic map and have
 GC0670.an estimated accuracy of +/- 6 seconds.
 GC0670
 GC0670.The orthometric height was determined by differential leveling
 GC0670.and adjusted by the National Geodetic Survey in June 1991..
 GC0670
 GC0670.The geoid height was determined by GEOID03.
 GC0670
 GC0670.The dynamic height is computed by dividing the NAVD 88
 GC0670.geopotential number by the normal gravity value computed on the
 GC0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0670.degrees latitude (g = 980.6199 gals.).
 GC0670
 GC0670.The modeled gravity was interpolated from observed gravity values.
 GC0670
 GC0670;                    North         East    Units  Estimated Accuracy
 GC0670;SPC TN       -   194,460.      531,430.      MT  (+/- 180 meters Scaled)
 GC0670
 GC0670                          SUPERSEDED SURVEY CONTROL
 GC0670
 GC0670  NGVD 29 (??/??/92)  197.823  (m)          649.02   (f) ADJ UNCH    2 0
 GC0670
 GC0670.Superseded values are not recommended for survey control.
 GC0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0670.See file dsdata.txt to determine how the superseded data were derived.
 GC0670
 GC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE214932(NAD 83)
 GC0670_MARKER: DZ = AZIMUTH MARK DISK
 GC0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0670_STAMPING: PEACH ORCHARD HILL 1960
 GC0670_MARK LOGO: CGS   
 GC0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0670+STABILITY: SURFACE MOTION
 GC0670
 GC0670  HISTORY     - Date     Condition        Report By
 GC0670  HISTORY     - 1960     MONUMENTED       CGS
 GC0670
 GC0670                          STATION DESCRIPTION
 GC0670
 GC0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0670'3.9 MI N FROM BRENTWOOD.
 GC0670'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0670'HIGHWAY 31, THEN 1.55 MILES NORTH ON WILSON PIKE ROAD, THEN 2.2
 GC0670'MILES ON THE L. AND N. RAILROAD, THEN 0.05 MILE WEST AND NORTH
 GC0670'ON A GRAVELED ROAD TO THE TOP OF A RIDGE.  THE AZIMUTH MARK
 GC0670'IS 42 FT. EAST OF SIDCO DRIVE, 42 FT. NORTH OF A GRAVELED
 GC0670'DRIVEWAY AND 3 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS
 GC0670'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0670'NOTE-- THIS MARK IS 0.85 MILE SOUTH ALONG THE L. AND N. RAILROAD
 GC0670'FROM B.M. E 223.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0158 ***********************************************************************
 FE0158  DESIGNATION -  PEAR
 FE0158  PID         -  FE0158
 FE0158  STATE/COUNTY-  TN/HENDERSON
 FE0158  USGS QUAD   -  CLARKSBURG (1986)
 FE0158
 FE0158                         *CURRENT SURVEY CONTROL
 FE0158  ___________________________________________________________________
 FE0158* NAD 83(1995)-  35 46 48.93378(N)    088 25 09.46398(W)     ADJUSTED  
 FE0158* NAVD 88     -       168.575  (meters)     553.07   (feet)  ADJUSTED  
 FE0158  ___________________________________________________________________
 FE0158  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FE0158  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0158  DYNAMIC HT  -         168.427 (meters)     552.58  (feet)  COMP
 FE0158  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE0158
 FE0158  HORZ ORDER  -  THIRD
 FE0158  VERT ORDER  -  SECOND    CLASS 0
 FE0158
 FE0158.The horizontal coordinates were established by classical geodetic methods
 FE0158.and adjusted by the National Geodetic Survey in April 1999..
 FE0158
 FE0158.The orthometric height was determined by differential leveling
 FE0158.and adjusted by the National Geodetic Survey in June 1991..
 FE0158
 FE0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0158
 FE0158.The geoid height was determined by GEOID03.
 FE0158
 FE0158.The dynamic height is computed by dividing the NAVD 88
 FE0158.geopotential number by the normal gravity value computed on the
 FE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0158.degrees latitude (g = 980.6199 gals.).
 FE0158
 FE0158.The modeled gravity was interpolated from observed gravity values.
 FE0158
 FE0158;                    North         East     Units Scale Factor Converg.
 FE0158;SPC TN       -   163,238.226   381,297.324   MT  0.99994884   -1 24 58.9
 FE0158;SPC TN       -   535,557.41  1,250,972.97   sFT  0.99994884   -1 24 58.9
 FE0158;UTM  16      - 3,960,505.493   371,724.155   MT  0.99980276   -0 49 47.8
 FE0158
 FE0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0158!SPC TN       -   0.99997797  x   0.99994884  =   0.99992681
 FE0158!UTM  16      -   0.99997797  x   0.99980276  =   0.99978074
 FE0158
 FE0158|---------------------------------------------------------------------|
 FE0158| PID    Reference Object                     Distance      Geod. Az  |
 FE0158|                                                           dddmmss.s |
 FE0158| FE0161 PEAR RM 1                            24.787 METERS 02045     |
 FE0158| FE0162 PEAR AZ MK                                         0255122.5 |
 FE0158| FE0159 PEAR 2                               29.221 METERS 02551     |
 FE0158| FE0157 PEAR RM 2                            28.667 METERS 19322     |
 FE0158| FE0154 BEAVER                              APPROX. 3.6 KM 2492746.7 |
 FE0158|---------------------------------------------------------------------|
 FE0158
 FE0158                          SUPERSEDED SURVEY CONTROL
 FE0158
 FE0158  NAD 83(1995)-  35 46 48.93676(N)    088 25 09.47058(W) AD(       ) 3
 FE0158  NAD 83(1986)-  35 46 48.94443(N)    088 25 09.46476(W) AD(       ) 3
 FE0158  NAD 27      -  35 46 48.70520(N)    088 25 09.28790(W) AD(       ) 3
 FE0158  NGVD 29 (??/??/??)  168.598  (m)          553.14   (f) ADJUSTED    2 0
 FE0158
 FE0158.Superseded values are not recommended for survey control.
 FE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0158.See file dsdata.txt to determine how the superseded data were derived.
 FE0158
 FE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7172460505(NAD 83)
 FE0158_MARKER: DE = TRAVERSE STATION DISK
 FE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0158_STAMPING: PEAR 1959
 FE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0158+STABILITY: SURFACE MOTION
 FE0158
 FE0158  HISTORY     - Date     Condition        Report By
 FE0158  HISTORY     - 1959     MONUMENTED       CGS
 FE0158  HISTORY     - 1959     GOOD             CGS
 FE0158  HISTORY     - 1963     SEE DESCRIPTION  TNHD
 FE0158
 FE0158                          STATION DESCRIPTION
 FE0158
 FE0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0158'THE STATION IS LOCATED IN THE BARN LOT OF MR. J.C. HART, ABOUT 6.5
 FE0158'MILES SOUTH SOUTHWEST OF CLARKSBURG, ABOUT 2.0 MILES
 FE0158'WEST-SOUTHWEST OF PARKER CROSSROADS, 12 FEET WEST OF THE CENTER OF
 FE0158'THE TRACK ROAD, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FE0158'THE BARN, 4 FEET SOUTHWEST OF A WITNESS SIGN AND SET IN A NORTH-SOUTH
 FE0158'FENCE LINE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP
 FE0158'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0158'STAMPED PEAR 1959.
 FE0158'
 FE0158'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0158'BELOW THE SURFACE OF THE GROUND AND IS STAMPED PEAR 1959.
 FE0158'
 FE0158'TO REACH THE STATION FROM PARKER STORE IN PARKER CROSSROADS, WHICH IS
 FE0158'ABOUT 14 MILES SOUTH OF HUNTINGDON ON STATE HIGHWAY NO. 22, GO
 FE0158'WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK
 FE0158'OR STRAIGHT AHEAD AND GO WEST FOR 1.0 MILE TO A SIDE ROAD ON
 FE0158'THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.6 MILE TO A FORK, TAKE THE
 FE0158'LEFT FORK AND GO SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 FE0158'RIGHT AS DESCRIBED, CONTINUE SOUTH ON THE TRACK ROAD FOR 0.1
 FE0158'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0158'
 FE0158'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF A FENCE CORNER POST, 7 FEET
 FE0158'WEST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT EAST OF THE WIRE
 FE0158'FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0158'STAMPED PEAR NO 1 1959.
 FE0158'
 FE0158'REFERENCE MARK NO. 2 IS 5 FEET EAST OF THE CENTER OF THE TRACK ROAD
 FE0158'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 3
 FE0158'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED PEAR NO 2 1959.
 FE0158'
 FE0158'AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF THE TRACK ROAD, 2 FEET
 FE0158'SOUTH OF A WHITE WITNESS POST AND AT THE EAST EDGE OF A
 FE0158'PLOWED FIELD.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE0158'AND IS STAMPED PEAR 1959.
 FE0158'
 FE0158'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE0158
 FE0158                          STATION RECOVERY (1959)
 FE0158
 FE0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0158'9.5 MI SW FROM YUMA.
 FE0158'3.8 MILES SOUTH ALONG NASHVILLE CHATTANOOGA AND ST LOUIS RAILROAD
 FE0158'FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND SOUTH ALONG
 FE0158'GRAVELED AND ASPHALT ROAD, THENCE WEST 1.55 MILES ALONG ASPHALT
 FE0158'ROAD TO STATE HIGHWAY 22, THENCE CONTINUE WEST ACROSS HIGHWAY
 FE0158'ON GRAVELED ROAD FOR 0.4 MILE, THENCE TAKE LEFT FORK FOR 1.05
 FE0158'MILES WEST, THENCE 0.6 MILE SOUTH ALONG GRAVELED, THENCE 0.55 MILE
 FE0158'SOUTH-SOUTHEAST ON GRAVELED ROAD.  IT IS 12 FEET WEST OF CENTER
 FE0158'LINE OF GRAVELED ROAD, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FE0158'OF A BARN, 4 FEET SOUTHWEST OF A WITNESS SIGN AND SET IN A
 FE0158'NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 FE0158'POST, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0158
 FE0158                          STATION RECOVERY (1963)
 FE0158
 FE0158'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FE0158'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FE0158'AS DESCRIBED.  THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
 FE0158'
 FE0158'DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY 40, THE ORIGINAL STATION
 FE0158'MARK AND REFERENCE MARK NO. 2 WOULD BE DESTROYED.
 FE0158'
 FE0158'A NEW STATION, PEAR 2 1963, AND REFERENCE MARK NO. 3 WERE ESTABLISHED
 FE0158'BY THE TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE.  SEE
 FE0158'THE NEW DESCRIPTION THEREOF.  THE ORIGINAL AZIMUTH MARK PEAR 1959 WAS
 FE0158'RETAINED.
 FE0158'
 FE0158'THE NEW STATION WAS ESTABLISHED ON LINE BETWEEN THE OLD STATION AND
 FE0158'THE AZIMUTH MARK.
 FE0158'
 FE0158'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0158'MEASURED, AND VERTICAL CONTROL TRANSFERED TO THE NEW MARKS,
 FE0158'THE OLD SURFACE MARK FOR STATION PEAR 1959 AND REFERENCE MARK NO. 2
 FE0158'1959 WERE DESTROYED, AND THE DISKS REMOVED FOR SUBMISSION TO
 FE0158'THE COAST AND GEODETIC SURVEY OFFICE.
 FE0158'
 FE0158'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK PEAR 1959, WHICH
 FE0158'WAS NOT DISTURBED, THE ORIGINAL STATION PEAR 1959 SHALL BE
 FE0158'CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0159 ***********************************************************************
 FE0159  DESIGNATION -  PEAR 2
 FE0159  PID         -  FE0159
 FE0159  STATE/COUNTY-  TN/HENDERSON
 FE0159  USGS QUAD   -  CLARKSBURG (1986)
 FE0159
 FE0159                         *CURRENT SURVEY CONTROL
 FE0159  ___________________________________________________________________
 FE0159* NAD 83(1995)-  35 46 49.78697(N)    088 25 08.95656(W)     ADJUSTED  
 FE0159* NAVD 88     -       168.38   (+/-2cm)     552.4    (feet)  VERTCON   
 FE0159  ___________________________________________________________________
 FE0159  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FE0159  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0159
 FE0159  HORZ ORDER  -  SECOND
 FE0159  VERT ORDER  -  ? (See Below)
 FE0159
 FE0159.The horizontal coordinates were established by classical geodetic methods
 FE0159.and adjusted by the National Geodetic Survey in April 1999..
 FE0159
 FE0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0159.The vertical order pertains to the NGVD 29 superseded value.
 FE0159
 FE0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0159
 FE0159.The geoid height was determined by GEOID03.
 FE0159
 FE0159;                    North         East     Units Scale Factor Converg.
 FE0159;SPC TN       -   163,264.197   381,310.713   MT  0.99994884   -1 24 58.6
 FE0159;SPC TN       -   535,642.62  1,251,016.90   sFT  0.99994884   -1 24 58.6
 FE0159;UTM  16      - 3,960,531.596   371,737.275   MT  0.99980272   -0 49 47.5
 FE0159
 FE0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0159!SPC TN       -   0.99997800  x   0.99994884  =   0.99992685
 FE0159!UTM  16      -   0.99997800  x   0.99980272  =   0.99978073
 FE0159
 FE0159:                Primary Azimuth Mark                     Grid Az
 FE0159:SPC TN       -  PEAR AZ MK                               027 16 21.1
 FE0159:UTM  16      -  PEAR AZ MK                               026 41 10.0
 FE0159
 FE0159|---------------------------------------------------------------------|
 FE0159| PID    Reference Object                     Distance      Geod. Az  |
 FE0159|                                                           dddmmss.s |
 FE0159| FE0162 PEAR AZ MK                                         0255122.5 |
 FE0159| FE0158 PEAR                                 29.221 METERS 20551     |
 FE0159| FE0161 PEAR RM 1                             5.050 METERS 23144     |
 FE0159| FE0160 PEAR 2 RM 3                           6.056 METERS 33154     |
 FE0159|---------------------------------------------------------------------|
 FE0159
 FE0159                          SUPERSEDED SURVEY CONTROL
 FE0159
 FE0159  NAD 83(1995)-  35 46 49.78994(N)    088 25 08.96316(W) AD(       ) 2
 FE0159  NAD 83(1986)-  35 46 49.79761(N)    088 25 08.95734(W) AD(       ) 2
 FE0159  NAD 27      -  35 46 49.55840(N)    088 25 08.78050(W) AD(       ) 2
 FE0159  NGVD 29 (??/??/??)  168.400  (m)          552.49   (f) ADJUSTED    ?  
 FE0159
 FE0159.Superseded values are not recommended for survey control.
 FE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0159.See file dsdata.txt to determine how the superseded data were derived.
 FE0159
 FE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7173760532(NAD 83)
 FE0159_MARKER: DS = TRIANGULATION STATION DISK
 FE0159_SETTING: 0 = UNSPECIFIED SETTING
 FE0159_STAMPING: PEAR 2 1959 1963
 FE0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0159
 FE0159  HISTORY     - Date     Condition        Report By
 FE0159  HISTORY     - 1963     MONUMENTED       TNHD
 FE0159  HISTORY     - 1963     GOOD             TNHD
 FE0159  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0159  HISTORY     - 1975     MARK NOT FOUND   NGS
 FE0159
 FE0159                          STATION DESCRIPTION
 FE0159
 FE0159'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FE0159'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHWEST OF CLARKSBURG,
 FE0159'ABOUT 2.0 MILES WEST-SOUTHWEST OF PARKER CROSSROADS, 26
 FE0159'FEET NORTH OF THE PROPOSED RIGHT OF WAY OF INTERSTATE HIGHWAY 40, 5
 FE0159'FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD, AND 2 FEET
 FE0159'WEST OF A NORTH-SOUTH FENCE LINE. THE MARK IS A STANDARD TRAVERSE
 FE0159'DISK SET IN IN THE TOP OF A CONCRETE MONUMENT, 1-INCH BELOW THE
 FE0159'SURFACE OF THE GROUND AND IS STAMPED PEAR 2 1963.
 FE0159'
 FE0159'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0159'BELOW THE SURFACE AND IS STAMPED PEAR 2 1963.
 FE0159'
 FE0159'TO REACH THE STATION FROM PARKER STORE IN PARKER CROSSROADS, WHICH IS
 FE0159'ABOUT 14 MILES SOUTH OF HUNTINGDON ON STATE ROUTE NO. 22, GO
 FE0159'WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK
 FE0159'OR STRAIGHT AHEAD AND GO WEST FOR 1.0 MILE TO A SIDE ROAD ON THE
 FE0159'LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.6 MILE TO A FORK, TAKE THE
 FE0159'LEFT FORK AND GO SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FE0159'AS DESCRIBED, CONTINUE SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO THE
 FE0159'STATION ON THE LEFT AS DESCRIBED.
 FE0159'
 FE0159'REFERENCE MARK NO. 1 IS 7 FEET WEST OF THE CENTER OF A TRACK ROAD.
 FE0159'THE MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED PEAR NO 1 1959.
 FE0159'
 FE0159'REFERENCE MARK NO. 3 IS 29 FEET SOUTHWEST OF A CORNER GATE POST, 14
 FE0159'FEET WEST OF A WIRE FENCE, AND 7 FEET WEST OF THE CENTER OF A
 FE0159'TRACK ROAD. THE MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED PEAR
 FE0159'2 NO 3 1963.
 FE0159'
 FE0159'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF A TRACK ROAD, 2
 FE0159'FEET SOUTH OF A WHITE WITNESS POST AND AT THE EAST EDGE OF A
 FE0159'PLOWED FIELD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE0159'AND IS STAMPED PEAR 1959.
 FE0159'
 FE0159'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION PEAR 1959
 FE0159'(NOW DESTROYED) AND PEAR 2 1963 IS 95.87 FT-29.220 M.
 FE0159
 FE0159                          STATION RECOVERY (1963)
 FE0159
 FE0159'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FE0159'2.5 MI SW FROM PARKERS CROSSROADS.
 FE0159'THIS MARK CAN BE REACHED FROM THE PARKER STORE IN PARKER
 FE0159'CROSSROADS, WHICH IS ABOUT 14 MILES SOUTH OF HUNTINGDON ON STATE
 FE0159'ROUTE NO. 22, BY GOING WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A
 FE0159'FORK, TAKE THE LEFT FORK OR STRAIGHT AHEAD AND GO WEST FOR 1.0
 FE0159'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR
 FE0159'0.6 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTH FOR 0.5 MILE
 FE0159'TO THE STATION ON THE LEFT, 26 FEET NORTH OF THE PROPOSED RIGHT
 FE0159'OF WAY OF INTERSTATE 40, 5 FEET EAST OF THE CENTER OF A TRACK
 FE0159'ROAD, AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FE0159
 FE0159                          STATION RECOVERY (1972)
 FE0159
 FE0159'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE0159'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0159'
 FE0159'AREA IS IN CULTIVATED FIELD.
 FE0159'
 FE0159'PEAR RM 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0159'
 FE0159'AREA LIES IN CULTIVATED FIELD.
 FE0159'
 FE0159'PEAR AZ MK-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0159'
 FE0159'AREA IS IN CULTIVATED FIELD.
 FE0159'
 FE0159'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.4 MILES SW CLARKSBURG.
 FE0159
 FE0159                          STATION RECOVERY (1975)
 FE0159
 FE0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE0159'A SEARCH WAS MADE FOR THE STATION MARK, REFERENCE MARKS AND THE
 FE0159'AZIMUTH MARK BUT NOTHING COULD BE FOUND.  THE SITE DESCRIBED IS NOW
 FE0159'AT THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND IN A
 FE0159'CULTIVATED FIELD.
 FE0159'
 FE0159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 FE0159'SOUTHWEST OF PARKER CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0160 ***********************************************************************
 FE0160  DESIGNATION -  PEAR 2 RM 3
 FE0160  PID         -  FE0160
 FE0160  STATE/COUNTY-  TN/HENDERSON
 FE0160  USGS QUAD   -  CLARKSBURG (1986)
 FE0160
 FE0160                         *CURRENT SURVEY CONTROL
 FE0160  ___________________________________________________________________
 FE0160* NAD 83(1986)-  35 46 48.     (N)    088 25 09.     (W)     SCALED    
 FE0160* NAVD 88     -       166.94   (+/-2cm)     547.7    (feet)  VERTCON   
 FE0160  ___________________________________________________________________
 FE0160  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0160
 FE0160  VERT ORDER  -  ? (See Below)
 FE0160
 FE0160.The horizontal coordinates were scaled from a topographic map and have
 FE0160.an estimated accuracy of +/- 6 seconds.
 FE0160
 FE0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0160.The vertical order pertains to the NGVD 29 superseded value.
 FE0160
 FE0160.The geoid height was determined by GEOID03.
 FE0160
 FE0160;                    North         East    Units  Estimated Accuracy
 FE0160;SPC TN       -   163,210.      381,310.      MT  (+/- 180 meters Scaled)
 FE0160
 FE0160                          SUPERSEDED SURVEY CONTROL
 FE0160
 FE0160  NGVD 29 (??/??/??)  166.966  (m)          547.79   (f) ADJUSTED    ?  
 FE0160
 FE0160.Superseded values are not recommended for survey control.
 FE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0160.See file dsdata.txt to determine how the superseded data were derived.
 FE0160
 FE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE717604(NAD 83)
 FE0160_MARKER: DR = REFERENCE MARK DISK
 FE0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0160_STAMPING: PEAR 2 NO 3 1959 1963
 FE0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0160+STABILITY: SURFACE MOTION
 FE0160
 FE0160  HISTORY     - Date     Condition        Report By
 FE0160  HISTORY     - 1963     MONUMENTED       TNHD
 FE0160  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0160
 FE0160                          STATION DESCRIPTION
 FE0160
 FE0160'DESCRIBED BY TN HIGHWAY DEPT 1963
 FE0160'2.5 MI SW FROM PARKER CROSSROADS.
 FE0160'THIS MARK CAN BE REACHED FROM THE PARKER STORE IN PARKER
 FE0160'CROSSROADS, WHICH IS ABOUT 14 MILES SOUTH OF HUNTINGDON ON
 FE0160'STATE ROUTE NO. 22, BY GOING WEST ON THE GRAVELED ROAD FOR
 FE0160'0.4 MILE TO A FORK, TAKE THE LEFT FORK OR STRAIGHT AHEAD AND
 FE0160'GO WEST FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 FE0160'GO SOUTHWEST FOR 0.6 MILE TO A FORK, TAKE THE LEFT FORK AND
 FE0160'GO SOUTH FOR 0.5 MILE TO THE STATION ON THE LEFT, 29 FEET
 FE0160'SOUTHWEST OF A CORNER GATE POST, 14 FEET WEST OF A WIRE FENCE
 FE0160'AND 7 FEET WEST OF THE CENTER OF A TRACK ROAD, AND SET IN THE
 FE0160'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH
 FE0160'THE GROUND.  NOTE-- AREA IS IN CULTIVATED FIELD.
 FE0160
 FE0160                          STATION RECOVERY (1972)
 FE0160
 FE0160'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0162 ***********************************************************************
 FE0162  DESIGNATION -  PEAR AZ MK
 FE0162  PID         -  FE0162
 FE0162  STATE/COUNTY-  TN/HENDERSON
 FE0162  USGS QUAD   -  CLARKSBURG (1986)
 FE0162
 FE0162                         *CURRENT SURVEY CONTROL
 FE0162  ___________________________________________________________________
 FE0162* NAD 83(1986)-  35 46 54.     (N)    088 25 05.     (W)     SCALED    
 FE0162* NAVD 88     -       168.453  (meters)     552.67   (feet)  ADJUSTED  
 FE0162  ___________________________________________________________________
 FE0162  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0162  DYNAMIC HT  -         168.305 (meters)     552.18  (feet)  COMP
 FE0162  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 FE0162
 FE0162  VERT ORDER  -  SECOND    CLASS 0
 FE0162
 FE0162.The horizontal coordinates were scaled from a topographic map and have
 FE0162.an estimated accuracy of +/- 6 seconds.
 FE0162
 FE0162.The orthometric height was determined by differential leveling
 FE0162.and adjusted by the National Geodetic Survey in June 1991..
 FE0162
 FE0162.The geoid height was determined by GEOID03.
 FE0162
 FE0162.The dynamic height is computed by dividing the NAVD 88
 FE0162.geopotential number by the normal gravity value computed on the
 FE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0162.degrees latitude (g = 980.6199 gals.).
 FE0162
 FE0162.The modeled gravity was interpolated from observed gravity values.
 FE0162
 FE0162;                    North         East    Units  Estimated Accuracy
 FE0162;SPC TN       -   163,390.      381,410.      MT  (+/- 180 meters Scaled)
 FE0162
 FE0162                          SUPERSEDED SURVEY CONTROL
 FE0162
 FE0162  NGVD 29 (??/??/??)  168.476  (m)          552.74   (f) ADJUSTED    2 0
 FE0162
 FE0162.Superseded values are not recommended for survey control.
 FE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0162.See file dsdata.txt to determine how the superseded data were derived.
 FE0162
 FE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE718606(NAD 83)
 FE0162_MARKER: DZ = AZIMUTH MARK DISK
 FE0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0162_STAMPING: PEAR 1959
 FE0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0162+STABILITY: SURFACE MOTION
 FE0162
 FE0162  HISTORY     - Date     Condition        Report By
 FE0162  HISTORY     - 1959     MONUMENTED       CGS
 FE0162  HISTORY     - 1959     GOOD             CGS
 FE0162
 FE0162                          STATION DESCRIPTION
 FE0162
 FE0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0162'9.5 MI SW FROM YUMA.
 FE0162'3.8 MILES SOUTH ALONG NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0162'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0162'SOUTH ALONG GRAVLED AND ASPHALT ROAD, THENCE WEST 1.55 MILES
 FE0162'ALONG ASPHALT ROAD TO STATE HIGHWAY 22, THENCE CONTINUE WEST
 FE0162'ACROSS HIGHWAY ON GRAVELED ROAD FOR 0.4 MILE, THENCE TAKE
 FE0162'LEFT FORK FOR 1.05 MILES WEST, THENCE 0.6 MILE SOUTH ALONG
 FE0162'GRAVELED ROAD, THENCE 0.45 MILE SOUTH-SOUTHEAST ON GRAVELED
 FE0162'ROAD.  THE MARK IS 16 FEET WEST OF THE CENTER OF THE GRAVELED
 FE0162'ROAD, 2 FEET SOUTH OF A WHITE WITENSS POST AND AT THE EAST EDGE
 FE0162'OF A PLOWED FIELD.  THE MARK IS SET IN THE TOP OF A CONCRETE
 FE0162'POST WHICH IF FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0161 ***********************************************************************
 FE0161  DESIGNATION -  PEAR RM 1
 FE0161  PID         -  FE0161
 FE0161  STATE/COUNTY-  TN/HENDERSON
 FE0161  USGS QUAD   -  CLARKSBURG (1986)
 FE0161
 FE0161                         *CURRENT SURVEY CONTROL
 FE0161  ___________________________________________________________________
 FE0161* NAD 83(1986)-  35 46 48.     (N)    088 25 09.     (W)     SCALED    
 FE0161* NAVD 88     -       168.794  (meters)     553.78   (feet)  ADJUSTED  
 FE0161  ___________________________________________________________________
 FE0161  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0161  DYNAMIC HT  -         168.646 (meters)     553.30  (feet)  COMP
 FE0161  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE0161
 FE0161  VERT ORDER  -  SECOND    CLASS 0
 FE0161
 FE0161.The horizontal coordinates were scaled from a topographic map and have
 FE0161.an estimated accuracy of +/- 6 seconds.
 FE0161
 FE0161.The orthometric height was determined by differential leveling
 FE0161.and adjusted by the National Geodetic Survey in June 1991..
 FE0161
 FE0161.The geoid height was determined by GEOID03.
 FE0161
 FE0161.The dynamic height is computed by dividing the NAVD 88
 FE0161.geopotential number by the normal gravity value computed on the
 FE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0161.degrees latitude (g = 980.6199 gals.).
 FE0161
 FE0161.The modeled gravity was interpolated from observed gravity values.
 FE0161
 FE0161;                    North         East    Units  Estimated Accuracy
 FE0161;SPC TN       -   163,210.      381,310.      MT  (+/- 180 meters Scaled)
 FE0161
 FE0161                          SUPERSEDED SURVEY CONTROL
 FE0161
 FE0161  NGVD 29 (??/??/??)  168.817  (m)          553.86   (f) ADJUSTED    2 0
 FE0161
 FE0161.Superseded values are not recommended for survey control.
 FE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0161.See file dsdata.txt to determine how the superseded data were derived.
 FE0161
 FE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE717604(NAD 83)
 FE0161_MARKER: DR = REFERENCE MARK DISK
 FE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0161_STAMPING: PEAR NO 1 1959
 FE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0161+STABILITY: SURFACE MOTION
 FE0161
 FE0161  HISTORY     - Date     Condition        Report By
 FE0161  HISTORY     - 1959     MONUMENTED       CGS
 FE0161  HISTORY     - 1959     GOOD             CGS
 FE0161
 FE0161                          STATION DESCRIPTION
 FE0161
 FE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0161'9.5 MI SW FROM YUMA.
 FE0161'IT IS LOCATED AT PEAR 1959 STATION SITE.  THE MARK IS 8 FEET
 FE0161'SOUTH OF A FENCE CORNER POST, 7 FEET WEST OF THE CENTER LINE OF
 FE0161'GRAVELED ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS
 FE0161'SET IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE
 FE0161'SURFACE OF THE GROUND.  THE REFERENCE MARK IS 81.32 FEET
 FE0161'NORTH-NORTHEAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0157 ***********************************************************************
 FE0157  DESIGNATION -  PEAR RM 2
 FE0157  PID         -  FE0157
 FE0157  STATE/COUNTY-  TN/HENDERSON
 FE0157  USGS QUAD   -  CLARKSBURG (1986)
 FE0157
 FE0157                         *CURRENT SURVEY CONTROL
 FE0157  ___________________________________________________________________
 FE0157* NAD 83(1986)-  35 46 48.     (N)    088 25 09.     (W)     SCALED    
 FE0157* NAVD 88     -       167.903  (meters)     550.86   (feet)  ADJUSTED  
 FE0157  ___________________________________________________________________
 FE0157  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0157  DYNAMIC HT  -         167.756 (meters)     550.38  (feet)  COMP
 FE0157  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE0157
 FE0157  VERT ORDER  -  SECOND    CLASS 0
 FE0157
 FE0157.The horizontal coordinates were scaled from a topographic map and have
 FE0157.an estimated accuracy of +/- 6 seconds.
 FE0157
 FE0157.The orthometric height was determined by differential leveling
 FE0157.and adjusted by the National Geodetic Survey in June 1991..
 FE0157
 FE0157.The geoid height was determined by GEOID03.
 FE0157
 FE0157.The dynamic height is computed by dividing the NAVD 88
 FE0157.geopotential number by the normal gravity value computed on the
 FE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0157.degrees latitude (g = 980.6199 gals.).
 FE0157
 FE0157.The modeled gravity was interpolated from observed gravity values.
 FE0157
 FE0157;                    North         East    Units  Estimated Accuracy
 FE0157;SPC TN       -   163,210.      381,310.      MT  (+/- 180 meters Scaled)
 FE0157
 FE0157                          SUPERSEDED SURVEY CONTROL
 FE0157
 FE0157  NGVD 29 (??/??/??)  167.926  (m)          550.94   (f) ADJUSTED    2 0
 FE0157
 FE0157.Superseded values are not recommended for survey control.
 FE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0157.See file dsdata.txt to determine how the superseded data were derived.
 FE0157
 FE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE717604(NAD 83)
 FE0157_MARKER: DR = REFERENCE MARK DISK
 FE0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0157_STAMPING: PEAR NO 2 1959
 FE0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0157+STABILITY: SURFACE MOTION
 FE0157
 FE0157  HISTORY     - Date     Condition        Report By
 FE0157  HISTORY     - 1959     MONUMENTED       CGS
 FE0157  HISTORY     - 1959     GOOD             CGS
 FE0157
 FE0157                          STATION DESCRIPTION
 FE0157
 FE0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0157'9.5 MI SW FROM YUMA.
 FE0157'IT IS LOCATED AT PEAR 1959 STATION SITE.  THE MARK IS 5 FEET EAST
 FE0157'OF THE CENTER LINE OF GRAVELED ROAD AND IS ABOUT 2 FEET LOWER THAN
 FE0157'THE STATION.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0157'PROJECTS 3 INCHES.  THE REFERENCE MARK IS 94.05 FEET
 FE0157'SOUTH-SOUTHWEST FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2595 ***********************************************************************
 FE2595  DESIGNATION -  PEARLEY
 FE2595  PID         -  FE2595
 FE2595  STATE/COUNTY-  TN/SHELBY
 FE2595  USGS QUAD   -  BRUNSWICK (1993)
 FE2595
 FE2595                         *CURRENT SURVEY CONTROL
 FE2595  ___________________________________________________________________
 FE2595* NAD 83(1995)-  35 18 02.44497(N)    089 51 19.52630(W)     ADJUSTED  
 FE2595* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 FE2595  ___________________________________________________________________
 FE2595  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE2595  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2595
 FE2595  HORZ ORDER  -  THIRD
 FE2595
 FE2595.The horizontal coordinates were established by classical geodetic methods
 FE2595.and adjusted by the National Geodetic Survey in April 1999..
 FE2595
 FE2595.The orthometric height was scaled from a topographic map.
 FE2595
 FE2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2595
 FE2595.The geoid height was determined by GEOID03.
 FE2595
 FE2595;                    North         East     Units Scale Factor Converg.
 FE2595;SPC TN       -   114,233.219   249,431.407   MT  0.99999144   -2 15 25.6
 FE2595;SPC TN       -   374,780.15    818,342.87   sFT  0.99999144   -2 15 25.6
 FE2595;UTM  16      - 3,910,128.586   240,358.584   MT  1.00043087   -1 39 03.5
 FE2595
 FE2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2595!SPC TN       -   0.99998843  x   0.99999144  =   0.99997987
 FE2595!UTM  16      -   0.99998843  x   1.00043087  =   1.00041929
 FE2595
 FE2595:                Primary Azimuth Mark                     Grid Az
 FE2595:SPC TN       -  MEMPHIS NAS TRANS STA W MAST             006 38 57.9
 FE2595:UTM  16      -  MEMPHIS NAS TRANS STA W MAST             006 02 35.8
 FE2595
 FE2595|---------------------------------------------------------------------|
 FE2595| PID    Reference Object                     Distance      Geod. Az  |
 FE2595|                                                           dddmmss.s |
 FE2595| FE2593 MEMPHIS NAS TRANS STA W MAST        APPROX. 4.4 KM 0042332.3 |
 FE2595| FE2591 MEMPHIS NAS TRANS STA N MAST        APPROX. 4.4 KM 0050333.0 |
 FE2595| FE2592 MEMPHIS NAS TRANS STA S MAST        APPROX. 4.4 KM 0050535.8 |
 FE2595| FE2589 MEMPHIS NAS RECEIVING STA MAST      APPROX. 6.1 KM 0054609.1 |
 FE2595| CG4792 PEARLEY RM 2                         35.480 METERS 00925     |
 FE2595| CG4791 PEARLEY RM 1                         18.829 METERS 10252     |
 FE2595| FE2551 ELLENDALE MUNICIPAL TANK            APPROX.10.5 KM 1662640.2 |
 FE2595| FE2548 BARTLETT MUNICIPAL TANK             APPROX.10.6 KM 1882410.9 |
 FE2595| FE2580 RALEIGH MUNICIPAL TANK              APPROX.10.3 KM 2175754.3 |
 FE2595| CG4790 PEARLEY AZ MK                                      2234300.4 |
 FE2595| FE2600 LUCY                                APPROX. 5.2 KM 2805815.8 |
 FE2595| FE2602 MILLINGTON DUPONT CHEM S STACK      APPROX.10.3 KM 3012432.7 |
 FE2595| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 5.9 KM 3215605.2 |
 FE2595| FE2586 AIRPORT BEACON MEMPHIS NAS          APPROX. 5.4 KM 3440403.8 |
 FE2595|---------------------------------------------------------------------|
 FE2595
 FE2595                          SUPERSEDED SURVEY CONTROL
 FE2595
 FE2595  NAD 83(1995)-  35 18 02.45269(N)    089 51 19.52692(W) AD(       ) 3
 FE2595  NAD 83(1995)-  35 18 02.45374(N)    089 51 19.52700(W) AD(       ) 3
 FE2595  NAD 83(1986)-  35 18 02.45632(N)    089 51 19.52746(W) AD(       ) 3
 FE2595  NAD 27      -  35 18 02.14350(N)    089 51 19.22150(W) AD(       ) 3
 FE2595
 FE2595.Superseded values are not recommended for survey control.
 FE2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2595.See file dsdata.txt to determine how the superseded data were derived.
 FE2595
 FE2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4035910129(NAD 83)
 FE2595_MARKER: DS = TRIANGULATION STATION DISK
 FE2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2595
 FE2595  HISTORY     - Date     Condition        Report By
 FE2595  HISTORY     - 1958     MONUMENTED       CGS
 FE2595
 FE2595                          STATION DESCRIPTION
 FE2595
 FE2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2595'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MILLINGTON AND IS
 FE2595'ON THE PROPERTY OF MR. FRANK SYKES AND MRS. E.  BAILEY.  IT IS
 FE2595'18 FEET WEST OF A CORRAL FENCE, 34 FEET SOUTHWEST OF A FENCE CORNER,
 FE2595'63 FEET NORTH OF A WIRE FENCE AND 87 FEET SOUTH OF THE CENTERLINE OF
 FE2595'A DIRT ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PEARLEY
 FE2595'1957.
 FE2595'
 FE2595'TO REACH THE STATION FROM THE EAST SIDE OF THE RAILROAD STATION IN
 FE2595'MILLINGTON, GO SOUTH ON THE RALEIGH-MILLINGTON ROAD FOR 0.55 MILE
 FE2595'TO AN ANGLING CROSSROAD.  TURN LEFT AND CONTINUE ON THE
 FE2595'RALEIGH-MILLINGTON ROAD FOR 2.5 MILES TO A PAVED CROSSROAD.  TURN
 FE2595'LEFT AND GO EASTERLY ON THE PAVED ROAD FOR 3.55 TO A GRAVEL DRIVEWAY
 FE2595'RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVEL DRIVEWAY FOR 0.1 MILE
 FE2595'TO THE STATION.
 FE2595'
 FE2595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT ROAD
 FE2595'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 FE2595'
 FE2595'REFERENCE MARK 1 IS 37 FEET SOUTHWEST OF A 42 INCH MAGNOLIA TREE, 43
 FE2595'FEET WEST OF THE NORTHWEST CORNER OF A BARN, 30 FEET SOUTH OF A
 FE2595'LOADING CHUTE AND 1 FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND
 FE2595'THE DISK IS STAMPED PEARLEY NO 1 1957.
 FE2595'
 FE2595'REFERENCE MARK 2 IS 9 FEET SOUTH OF A 16 INCH GUM TREE, 29 FEET NORTH
 FE2595'OF THE CENTERLINE OF A DIRT ROAD AND 48 FEET EAST OF A 12 INCH GUM
 FE2595'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PEARLEY NO 2
 FE2595'1957.
 FE2595'
 FE2595'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A SOUTH GATE POST, 36 FEET EAST
 FE2595'OF THE CENTERLINE OF A DIRT ROAD, 6 FEET SOUTH OF THE CENTERLINE
 FE2595'OF A DIRT DRIVEWAY AND 1 FOOT EAST OF A FENCE AND WHITE WITNESS POST.
 FE2595'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED PEARLEY
 FE2595'1957.
 FE2595'
 FE2595'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2533 ***********************************************************************
 GC2533  DESIGNATION -  PEGRAM
 GC2533  PID         -  GC2533
 GC2533  STATE/COUNTY-  TN/CHEATHAM
 GC2533  USGS QUAD   -  LILLAMAY (1983)
 GC2533
 GC2533                         *CURRENT SURVEY CONTROL
 GC2533  ___________________________________________________________________
 GC2533* NAD 83(1995)-  36 07 47.32537(N)    087 02 27.13863(W)     ADJUSTED  
 GC2533* NAVD 88     -       252.68   (+/-2cm)     829.0    (feet)  VERTCON   
 GC2533  ___________________________________________________________________
 GC2533  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GC2533  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2533
 GC2533  HORZ ORDER  -  THIRD
 GC2533  VERT ORDER  -  THIRD ? (See Below)
 GC2533
 GC2533.The horizontal coordinates were established by classical geodetic methods
 GC2533.and adjusted by the National Geodetic Survey in April 1999..
 GC2533
 GC2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2533.The vertical order pertains to the NGVD 29 superseded value.
 GC2533
 GC2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2533
 GC2533.The geoid height was determined by GEOID03.
 GC2533
 GC2533;                    North         East     Units Scale Factor Converg.
 GC2533;SPC TN       -   199,817.073   506,310.560   MT  0.99996168   -0 36 33.7
 GC2533;SPC TN       -   655,566.51  1,661,120.56   sFT  0.99996168   -0 36 33.7
 GC2533;UTM  16      - 3,998,347.498   496,322.365   MT  0.99960017   -0 01 26.8
 GC2533
 GC2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2533!SPC TN       -   0.99996491  x   0.99996168  =   0.99992659
 GC2533!UTM  16      -   0.99996491  x   0.99960017  =   0.99956509
 GC2533
 GC2533|---------------------------------------------------------------------|
 GC2533| PID    Reference Object                     Distance      Geod. Az  |
 GC2533|                                                           dddmmss.s |
 GC2533| GC2534 TT 22 D                              27.710 METERS 06008     |
 GC2533| GC1318 GOURLEY                             APPROX. 3.6 KM 1221232.1 |
 GC2533| CG6288 PEGRAM RM 1                          25.408 METERS 32428     |
 GC2533| CG6287 PEGRAM AZ MK                                       3523408.5 |
 GC2533|---------------------------------------------------------------------|
 GC2533
 GC2533                          SUPERSEDED SURVEY CONTROL
 GC2533
 GC2533  NAD 83(1995)-  36 07 47.32745(N)    087 02 27.14104(W) AD(       ) 3
 GC2533  NAD 83(1995)-  36 07 47.32826(N)    087 02 27.14122(W) AD(       ) 3
 GC2533  NAD 83(1986)-  36 07 47.33585(N)    087 02 27.14184(W) AD(       ) 3
 GC2533  NAD 27      -  36 07 47.12300(N)    087 02 27.12600(W) AD(       ) 3
 GC2533  NGVD 29 (07/19/86)  252.70   (m)          829.1    (f) LEVELING    3  
 GC2533
 GC2533.Superseded values are not recommended for survey control.
 GC2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2533.See file dsdata.txt to determine how the superseded data were derived.
 GC2533
 GC2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9632298347(NAD 83)
 GC2533_MARKER: DS = TRIANGULATION STATION DISK
 GC2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2533
 GC2533  HISTORY     - Date     Condition        Report By
 GC2533  HISTORY     - 1953     MONUMENTED       CGS
 GC2533
 GC2533                          STATION DESCRIPTION
 GC2533
 GC2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2533'STATION IS LOCATED ABOUT 10 MILES EAST OF WHITE BLUFF AND 9 MILES
 GC2533'SOUTH OF ASHLAND CITY ON PROPERTY OWNED BY MR. PAUL RICHARDSON.
 GC2533'IT IS 35 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 GC2533'NORTHWEST OF A 12 INCH OAK TREE AND 10 FEET NORTHEAST OF A WHITE
 GC2533'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2533'STAMPED PEGRAM 1953.
 GC2533'
 GC2533'REFERENCE MARK NO. 1 IS ON A FIRE TRAIL, 16 FEET SOUTHEAST OF A 14
 GC2533'INCH HICKORY TREE AND 9 FEET WEST OF AN 8 INCH OAK TREE.  THE MARK
 GC2533'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PEGRAM NO 1 1953.
 GC2533'
 GC2533'TT 22 D (USGS) B.M. WAS USED AS A REFERENCE MARK.  IT IS 29 FEET
 GC2533'NORTH OF THE CENTER OF THE GRAVEL ROAD, 21 FEET WEST OF THE CENTER
 GC2533'OF A WOODS ROAD AND 8 FEET NORTH OF A 12 INCH OAK TREE.  THE MARK IS
 GC2533'A 6 X 6 INCH CONCRETE POST, PROJECTING ABOUT 3 INCHES WITH
 GC2533'A BRONZE U.S. GEOLOGICAL SURVEY DISK STAMPED TT 22 D 1929.
 GC2533'
 GC2533'AZIMUTH MARK IS 16 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD, AND
 GC2533'3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 GC2533'INCHES AND THE DISK IS STAMPED PEGRAM 1953.
 GC2533'
 GC2533'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2533'HIGHWAY 47 IN WHITE BLUFF, GO EAST ON HIGHWAY 70 FOR 11.0 MILES
 GC2533'TO A GRAVEL SIDE ROAD LEFT IN THE VILLAGE OF PEGRAM JUST OPPOSITE THE
 GC2533'RAILROAD DEPOT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.25
 GC2533'MILE TO A FORK, KEEP RIGHT AND FOLLOW WINDING GRAVEL ROAD FOR 2.5
 GC2533'MILES TO A WOODS ROAD LEFT AND THE STATION ON THE LEFT AS
 GC2533'DESCRIBED.
 GC2533'
 GC2533'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1411 ***********************************************************************
 FC1411  DESIGNATION -  PELHAM
 FC1411  PID         -  FC1411
 FC1411  STATE/COUNTY-  TN/GRUNDY
 FC1411  USGS QUAD   -  ALTO (1947)
 FC1411
 FC1411                         *CURRENT SURVEY CONTROL
 FC1411  ___________________________________________________________________
 FC1411* NAD 83(1995)-  35 17 41.17651(N)    085 53 50.96923(W)     ADJUSTED  
 FC1411* NAVD 88     -       301.017  (meters)     987.59   (feet)  ADJUSTED  
 FC1411  ___________________________________________________________________
 FC1411  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FC1411  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1411  DYNAMIC HT  -         300.725 (meters)     986.63  (feet)  COMP
 FC1411  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1411
 FC1411  HORZ ORDER  -  SECOND
 FC1411  VERT ORDER  -  SECOND    CLASS 0
 FC1411
 FC1411.The horizontal coordinates were established by classical geodetic methods
 FC1411.and adjusted by the National Geodetic Survey in April 1999..
 FC1411
 FC1411.The orthometric height was determined by differential leveling
 FC1411.and adjusted by the National Geodetic Survey in June 1991..
 FC1411
 FC1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1411
 FC1411.The geoid height was determined by GEOID03.
 FC1411
 FC1411.The dynamic height is computed by dividing the NAVD 88
 FC1411.geopotential number by the normal gravity value computed on the
 FC1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1411.degrees latitude (g = 980.6199 gals.).
 FC1411
 FC1411.The modeled gravity was interpolated from observed gravity values.
 FC1411
 FC1411;                    North         East     Units Scale Factor Converg.
 FC1411;SPC TN       -   106,676.580   609,324.062   MT  0.99999240   +0 03 36.0
 FC1411;SPC TN       -   349,988.08  1,999,090.69   sFT  0.99999240   +0 03 36.0
 FC1411;UTM  16      - 3,906,290.175   600,245.682   MT  0.99972384   +0 38 13.4
 FC1411
 FC1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1411!SPC TN       -   0.99995728  x   0.99999240  =   0.99994968
 FC1411!UTM  16      -   0.99995728  x   0.99972384  =   0.99968113
 FC1411
 FC1411|---------------------------------------------------------------------|
 FC1411| PID    Reference Object                     Distance      Geod. Az  |
 FC1411|                                                           dddmmss.s |
 FC1411| FC1410 PELHAM RM 1                           6.240 METERS 13428     |
 FC1411| CG6289 PELHAM AZ MK                                       3185333.1 |
 FC1411| FC1412 PELHAM RM 2                           7.522 METERS 33821     |
 FC1411|---------------------------------------------------------------------|
 FC1411
 FC1411                          SUPERSEDED SURVEY CONTROL
 FC1411
 FC1411  NAD 83(1995)-  35 17 41.18017(N)    085 53 50.96924(W) AD(       ) 2
 FC1411  NAD 83(1995)-  35 17 41.18032(N)    085 53 50.96976(W) AD(       ) 2
 FC1411  NAD 83(1995)-  35 17 41.18391(N)    085 53 50.96644(W) AD(       ) 2
 FC1411  NAD 83(1986)-  35 17 41.18536(N)    085 53 50.96529(W) AD(       ) 2
 FC1411  NAD 27      -  35 17 40.89140(N)    085 53 51.04380(W) AD(       ) 2
 FC1411  NGVD 29 (??/??/92)  301.016  (m)          987.58   (f) ADJ UNCH    2 0
 FC1411
 FC1411.Superseded values are not recommended for survey control.
 FC1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1411.See file dsdata.txt to determine how the superseded data were derived.
 FC1411
 FC1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0024606290(NAD 83)
 FC1411_MARKER: DE = TRAVERSE STATION DISK
 FC1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1411_STAMPING: PELHAM 1962
 FC1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1411+STABILITY: SURFACE MOTION
 FC1411
 FC1411  HISTORY     - Date     Condition        Report By
 FC1411  HISTORY     - 1962     MONUMENTED       CGS
 FC1411  HISTORY     - 1962     GOOD             CGS
 FC1411
 FC1411                          STATION DESCRIPTION
 FC1411
 FC1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1411'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF PELHAM, 4-1/2 MILES
 FC1411'NORTHWEST OF MONTEAGLE, ON THE EASTERN RIGHT OF WAY OF INTERSTATE
 FC1411'HIGHWAY 24 AND UNDERNEATH A POWER LINE.
 FC1411'
 FC1411'TO REACH THE STATION FROM THE OVERPASS WHERE TENNESSEE STATE HIGHWAY
 FC1411'NO. 50 CROSSES OVER INTERSTATE HIGHWAY 24, GO SOUTHEAST ON
 FC1411'INTERSTATE HIGHWAY 24 FOR 0.45 MILE TO A POINT WHERE A HIGH TENSION
 FC1411'LINE CROSSES THE HIGHWAY AND THE STATION ON THE LEFT.
 FC1411'
 FC1411'THE STATION IS 101 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH
 FC1411'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 8 FEET SOUTHWEST OF THE
 FC1411'SOUTH ONE OF FOUR POWER LINE POLES, 7.1 FEET NORTHWEST OF A METAL
 FC1411'WITNESS POST AND 5.1 FEET WEST OF THE RIGHT OF WAY FENCE.  IT IS A
 FC1411'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET
 FC1411'FLUSH AND IS STAMPED PELHAM 1962.
 FC1411'
 FC1411'REFERENCE MARK NO. 1 IS 105 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1411'THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 24, 20 FEET SOUTH OF A
 FC1411'METAL WITNESS SIGN AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  IT IS
 FC1411'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET
 FC1411'FLUSH AND IS STAMPED PELHAM NO 1 1962.
 FC1411'
 FC1411'REFERENCE MARK NO. 2 IS 105 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1411'THE NORTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 14.8 FEET
 FC1411'NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE RIGHT OF WAY
 FC1411'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FC1411'POST WHICH IS FLUSH AND IS STAMPED PELHAM NO 2 1962.
 FC1411'
 FC1411'A STATE OF TENN., DEPT. OF HIGHWAYS MARK WAS USED AS THE AZIMUTH
 FC1411'MARK.  IT IS IN THE SOUTH WALKWAY OF THE OVERPASS WHERE TENNESSEE
 FC1411'STATE HIGHWAY NO. 50 CROSSES THE INTERSTATE HIGHWAY.  IT IS A BRONZE
 FC1411'TABLET SET IN A DRILL HOLE IN THE SOUTH WALKWAY, 79 FEET EAST OF
 FC1411'THE WEST END OF OVERPASS, 2 FEET SOUTH OF THE NORTH EDGE OF WALKWAY
 FC1411'AND 1.1 FEET NORTH OF THE SOUTH EDGE OF WALKWAY.  (NOTE- NO
 FC1411'STAMPING ON THIS DISK.)
 FC1411
 FC1411                          STATION RECOVERY (1962)
 FC1411
 FC1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1411'1 MI SW FROM PELHAM.
 FC1411'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF PELHAM, 4.50
 FC1411'MILES NORTHWEST OF MONTEAGLE, ON THE EASTERN RIGHT OF WAY
 FC1411'OF INTERSTATE HIGHWAY 24 AND UNDERNEATH A POWER LINE.  TO REACH
 FC1411'THE STATION FROM THE OVERPASS WHERE TENNESSEE STATE HIGHWAY
 FC1411'NO. 50 CROSSES OVER INTERSTATE HIGHWAY 24, GO SOUTHEAST ON
 FC1411'INTERSTATE HIGHWAY 24 FOR 0.45 MILE TO A POINT WHERE A HIGH
 FC1411'TENSION LINE CROSSES THE HIGHWAY AND THE STATION ON THE LEFT,
 FC1411'101 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND TRAFFIC
 FC1411'LANE OF INTERSTATE HIGHWAY 24, 8 FEET SOUTHWEST OF THE SOUTH
 FC1411'ONE OF 4 POWER LINE POLES, 7.1 FEET NORTHWEST OF A METAL WITNESS
 FC1411'POST AND 5.1 FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD
 FC1411'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FC1411'WITH THE GROUND AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1410 ***********************************************************************
 FC1410  DESIGNATION -  PELHAM RM 1
 FC1410  PID         -  FC1410
 FC1410  STATE/COUNTY-  TN/GRUNDY
 FC1410  USGS QUAD   -  ALTO (1947)
 FC1410
 FC1410                         *CURRENT SURVEY CONTROL
 FC1410  ___________________________________________________________________
 FC1410* NAD 83(1986)-  35 17 40.     (N)    085 53 51.     (W)     SCALED    
 FC1410* NAVD 88     -       300.992  (meters)     987.50   (feet)  ADJUSTED  
 FC1410  ___________________________________________________________________
 FC1410  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1410  DYNAMIC HT  -         300.699 (meters)     986.54  (feet)  COMP
 FC1410  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1410
 FC1410  VERT ORDER  -  SECOND    CLASS 0
 FC1410
 FC1410.The horizontal coordinates were scaled from a topographic map and have
 FC1410.an estimated accuracy of +/- 6 seconds.
 FC1410
 FC1410.The orthometric height was determined by differential leveling
 FC1410.and adjusted by the National Geodetic Survey in June 1991..
 FC1410
 FC1410.The geoid height was determined by GEOID03.
 FC1410
 FC1410.The dynamic height is computed by dividing the NAVD 88
 FC1410.geopotential number by the normal gravity value computed on the
 FC1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1410.degrees latitude (g = 980.6199 gals.).
 FC1410
 FC1410.The modeled gravity was interpolated from observed gravity values.
 FC1410
 FC1410;                    North         East    Units  Estimated Accuracy
 FC1410;SPC TN       -   106,640.      609,320.      MT  (+/- 180 meters Scaled)
 FC1410
 FC1410                          SUPERSEDED SURVEY CONTROL
 FC1410
 FC1410  NGVD 29 (??/??/92)  300.990  (m)          987.50   (f) ADJ UNCH    2 0
 FC1410
 FC1410.Superseded values are not recommended for survey control.
 FC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1410.See file dsdata.txt to determine how the superseded data were derived.
 FC1410
 FC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE002062(NAD 83)
 FC1410_MARKER: DR = REFERENCE MARK DISK
 FC1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1410_STAMPING: PELHAM NO 1 1962
 FC1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1410+STABILITY: SURFACE MOTION
 FC1410
 FC1410  HISTORY     - Date     Condition        Report By
 FC1410  HISTORY     - 1962     MONUMENTED       CGS
 FC1410
 FC1410                          STATION DESCRIPTION
 FC1410
 FC1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1410'1 MI SW FROM PELHAM.
 FC1410'AT THE PELHAM STATION SITE, 105 FEET EAST OF THE APPROXIMATE CENTER
 FC1410'OF THE NORTH BOUND LANE, 20.47 FEET SOUTHEAST OF THE STATION,
 FC1410'20 FEET SOUTH OF A METAL WITNESS SIGN AND 1 FOOT WEST OF THE RIGHT
 FC1410'OF WAY FENCE.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC1410'CONCRETE POST FLUSH WITH THE GROUND AND 3 FEET BELOW THE LEVEL OF
 FC1410'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1412 ***********************************************************************
 FC1412  DESIGNATION -  PELHAM RM 2
 FC1412  PID         -  FC1412
 FC1412  STATE/COUNTY-  TN/GRUNDY
 FC1412  USGS QUAD   -  ALTO (1947)
 FC1412
 FC1412                         *CURRENT SURVEY CONTROL
 FC1412  ___________________________________________________________________
 FC1412* NAD 83(1986)-  35 17 40.     (N)    085 53 51.     (W)     SCALED    
 FC1412* NAVD 88     -       301.030  (meters)     987.63   (feet)  ADJUSTED  
 FC1412  ___________________________________________________________________
 FC1412  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1412  DYNAMIC HT  -         300.737 (meters)     986.67  (feet)  COMP
 FC1412  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1412
 FC1412  VERT ORDER  -  SECOND    CLASS 0
 FC1412
 FC1412.The horizontal coordinates were scaled from a topographic map and have
 FC1412.an estimated accuracy of +/- 6 seconds.
 FC1412
 FC1412.The orthometric height was determined by differential leveling
 FC1412.and adjusted by the National Geodetic Survey in June 1991..
 FC1412
 FC1412.The geoid height was determined by GEOID03.
 FC1412
 FC1412.The dynamic height is computed by dividing the NAVD 88
 FC1412.geopotential number by the normal gravity value computed on the
 FC1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1412.degrees latitude (g = 980.6199 gals.).
 FC1412
 FC1412.The modeled gravity was interpolated from observed gravity values.
 FC1412
 FC1412;                    North         East    Units  Estimated Accuracy
 FC1412;SPC TN       -   106,640.      609,320.      MT  (+/- 180 meters Scaled)
 FC1412
 FC1412                          SUPERSEDED SURVEY CONTROL
 FC1412
 FC1412  NGVD 29 (??/??/92)  301.028  (m)          987.62   (f) ADJ UNCH    2 0
 FC1412
 FC1412.Superseded values are not recommended for survey control.
 FC1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1412.See file dsdata.txt to determine how the superseded data were derived.
 FC1412
 FC1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE002062(NAD 83)
 FC1412_MARKER: DR = REFERENCE MARK DISK
 FC1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1412_STAMPING: PELHAM NO 2 1962
 FC1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1412+STABILITY: SURFACE MOTION
 FC1412
 FC1412  HISTORY     - Date     Condition        Report By
 FC1412  HISTORY     - 1962     MONUMENTED       CGS
 FC1412
 FC1412                          STATION DESCRIPTION
 FC1412
 FC1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1412'1 MI SW FROM PELHAM.
 FC1412'AT THE PELHAM STATION SITE, 105 FEET EAST OF THE APPROXIMATE
 FC1412'CENTER OF THE NORTH BOUND LANE OF HIGHWAY, 24.68 FEET NORTHWEST
 FC1412'OF THE STATION, 14.8 FEET NORTH OF A METAL WITNESS POST AND
 FC1412'1 FOOT WEST OF THE RIGHT OF WAY FENCE.  A STANDARD REFERENCE
 FC1412'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1412'AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5886 ***********************************************************************
 DF5886  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5886  DESIGNATION -  PELLISSIPPI STATE CORS ARP
 DF5886  CORS_ID     -  PSCC
 DF5886  PID         -  DF5886
 DF5886  STATE/COUNTY-  TN/KNOX
 DF5886  USGS QUAD   -  LOVELL (1990)
 DF5886
 DF5886                         *CURRENT SURVEY CONTROL
 DF5886  ___________________________________________________________________
 DF5886* NAD 83(CORS)-  35 56 53.51748(N)    084 10 00.37626(W)     ADJUSTED  
 DF5886* NAVD 88     -                                                        
 DF5886  ___________________________________________________________________
 DF5886  EPOCH DATE  -        2002.00
 DF5886  X           -     525,403.585 (meters)                     COMP
 DF5886  Y           -  -5,142,834.076 (meters)                     COMP
 DF5886  Z           -   3,723,705.124 (meters)                     COMP
 DF5886  ELLIP HEIGHT-         281.04  (meters)          (06/??/03) GPS OBS
 DF5886  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DF5886
 DF5886  HORZ ORDER  -  SPECIAL (CORS)
 DF5886  ELLP ORDER  -  SPECIAL (CORS)
 DF5886
 DF5886.ITRF positions are available for this station.
 DF5886.The coordinates were established by GPS observations
 DF5886.and adjusted by the National Geodetic Survey in June 2003..
 DF5886.The coordinates are valid at the epoch date displayed above.
 DF5886.The epoch date for horizontal control is a decimal equivalence
 DF5886.of Year/Month/Day.
 DF5886
 DF5886
 DF5886.The PID for the CORS L1 Phase Center is DF5887.
 DF5886
 DF5886.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5886
 DF5886.The ellipsoidal height was determined by GPS observations
 DF5886.and is referenced to NAD 83.
 DF5886
 DF5886.The geoid height was determined by GEOID03.
 DF5886
 DF5886;                    North         East     Units Scale Factor Converg.
 DF5886;SPC TN       -   180,716.968   765,380.820   MT  0.99995038   +1 04 23.7
 DF5886;SPC TN       -   592,902.25  2,511,086.91   sFT  0.99995038   +1 04 23.7
 DF5886
 DF5886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5886!SPC TN       -   0.99995589  x   0.99995038  =   0.99990627
 DF5886
 DF5886                          SUPERSEDED SURVEY CONTROL
 DF5886
 DF5886.No superseded survey control is available for this station.
 DF5886
 DF5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5555281914(NAD 83)
 DF5886_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5886
 DF5886                          STATION DESCRIPTION
 DF5886
 DF5886'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5886'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5886'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5886'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5886'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5886'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5887 ***********************************************************************
 DF5887  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5887  DESIGNATION -  PELLISSIPPI STATE CORS L1 PHASE CENTER
 DF5887  CORS_ID     -  PSCC
 DF5887  PID         -  DF5887
 DF5887  STATE/COUNTY-  TN/KNOX
 DF5887  USGS QUAD   -  LOVELL (1990)
 DF5887
 DF5887                         *CURRENT SURVEY CONTROL
 DF5887  ___________________________________________________________________
 DF5887* NAD 83(CORS)-  35 56 53.51749(N)    084 10 00.37624(W)     ADJUSTED  
 DF5887* NAVD 88     -                                                        
 DF5887  ___________________________________________________________________
 DF5887  EPOCH DATE  -        2002.00
 DF5887  X           -     525,403.591 (meters)                     COMP
 DF5887  Y           -  -5,142,834.132 (meters)                     COMP
 DF5887  Z           -   3,723,705.166 (meters)                     COMP
 DF5887  ELLIP HEIGHT-         281.11  (meters)          (06/??/03) GPS OBS
 DF5887  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DF5887
 DF5887  HORZ ORDER  -  SPECIAL (CORS)
 DF5887  ELLP ORDER  -  SPECIAL (CORS)
 DF5887
 DF5887.ITRF positions are available for this station.
 DF5887.The coordinates were established by GPS observations
 DF5887.and adjusted by the National Geodetic Survey in June 2003..
 DF5887.The coordinates are valid at the epoch date displayed above.
 DF5887.The epoch date for horizontal control is a decimal equivalence
 DF5887.of Year/Month/Day.
 DF5887
 DF5887
 DF5887.The PID for the CORS ARP is DF5886.
 DF5887
 DF5887.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5887
 DF5887.The ellipsoidal height was determined by GPS observations
 DF5887.and is referenced to NAD 83.
 DF5887
 DF5887.The geoid height was determined by GEOID03.
 DF5887
 DF5887;                    North         East     Units Scale Factor Converg.
 DF5887;SPC TN       -   180,716.968   765,380.821   MT  0.99995038   +1 04 23.7
 DF5887;SPC TN       -   592,902.25  2,511,086.91   sFT  0.99995038   +1 04 23.7
 DF5887
 DF5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5887!SPC TN       -   0.99995588  x   0.99995038  =   0.99990626
 DF5887
 DF5887                          SUPERSEDED SURVEY CONTROL
 DF5887
 DF5887.No superseded survey control is available for this station.
 DF5887
 DF5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5555281914(NAD 83)
 DF5887_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5887
 DF5887                          STATION DESCRIPTION
 DF5887
 DF5887'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5887'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5887'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5887'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5887'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5887'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1493 ***********************************************************************
 FE1493  DESIGNATION -  PERKINS
 FE1493  PID         -  FE1493
 FE1493  STATE/COUNTY-  TN/SHELBY
 FE1493  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1493
 FE1493                         *CURRENT SURVEY CONTROL
 FE1493  ___________________________________________________________________
 FE1493* NAD 83(1995)-  35 04 42.25669(N)    089 54 24.85523(W)     ADJUSTED  
 FE1493* NAVD 88     -        87.496  (meters)     287.06   (feet)  ADJUSTED  
 FE1493  ___________________________________________________________________
 FE1493  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FE1493  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1493  DYNAMIC HT  -          87.415 (meters)     286.79  (feet)  COMP
 FE1493  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FE1493
 FE1493  HORZ ORDER  -  SECOND
 FE1493  VERT ORDER  -  SECOND    CLASS 0
 FE1493
 FE1493.The horizontal coordinates were established by classical geodetic methods
 FE1493.and adjusted by the National Geodetic Survey in April 1999..
 FE1493
 FE1493.The orthometric height was determined by differential leveling
 FE1493.and adjusted by the National Geodetic Survey in June 1991..
 FE1493
 FE1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1493
 FE1493.The geoid height was determined by GEOID03.
 FE1493
 FE1493.The dynamic height is computed by dividing the NAVD 88
 FE1493.geopotential number by the normal gravity value computed on the
 FE1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1493.degrees latitude (g = 980.6199 gals.).
 FE1493
 FE1493.The modeled gravity was interpolated from observed gravity values.
 FE1493
 FE1493;                    North         East     Units Scale Factor Converg.
 FE1493;SPC TN       -    89,778.174   243,768.663   MT  1.00003471   -2 17 14.1
 FE1493;SPC TN       -   294,547.23    799,764.36   sFT  1.00003471   -2 17 14.1
 FE1493;UTM  16      - 3,885,603.856   234,954.539   MT  1.00046587   -1 40 17.6
 FE1493
 FE1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1493!SPC TN       -   0.99999057  x   1.00003471  =   1.00002528
 FE1493!UTM  16      -   0.99999057  x   1.00046587  =   1.00045643
 FE1493
 FE1493|---------------------------------------------------------------------|
 FE1493| PID    Reference Object                     Distance      Geod. Az  |
 FE1493|                                                           dddmmss.s |
 FE1493| FE1494 PERKINS RM 1                         19.688 METERS 16844     |
 FE1493| CG4793 PERKINS RM 2                         20.682 METERS 25545     |
 FE1493| FE1495 TS J 1                              APPROX. 1.3 KM 2682924.6 |
 FE1493|---------------------------------------------------------------------|
 FE1493
 FE1493                          SUPERSEDED SURVEY CONTROL
 FE1493
 FE1493  NAD 83(1995)-  35 04 42.25847(N)    089 54 24.85391(W) AD(       ) 2
 FE1493  NAD 83(1995)-  35 04 42.26120(N)    089 54 24.85508(W) AD(       ) 2
 FE1493  NAD 83(1986)-  35 04 42.26666(N)    089 54 24.85579(W) AD(       ) 2
 FE1493  NAD 27      -  35 04 41.94090(N)    089 54 24.54280(W) AD(       ) 2
 FE1493  NGVD 29 (??/??/??)   87.465  (m)          286.96   (f) ADJUSTED    2 0
 FE1493
 FE1493.Superseded values are not recommended for survey control.
 FE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1493.See file dsdata.txt to determine how the superseded data were derived.
 FE1493
 FE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3495585604(NAD 83)
 FE1493_MARKER: DE = TRAVERSE STATION DISK
 FE1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1493_SP_SET: BRIDGE
 FE1493_STAMPING: PERKINS 1959
 FE1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1493
 FE1493  HISTORY     - Date     Condition        Report By
 FE1493  HISTORY     - 1959     MONUMENTED       CGS
 FE1493  HISTORY     - 1959     GOOD             CGS
 FE1493  HISTORY     - 19940805 GOOD             TN1620
 FE1493
 FE1493                          STATION DESCRIPTION
 FE1493
 FE1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1493'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF DOWNTOWN MEMPHIS,
 FE1493'ABOUT MIDWAY BETWEEN MT. MORIAH ROAD AND GETWELL ROAD AND PERKINS
 FE1493'ROAD INTERCHANGE OF THE EXPRESS HIGHWAY, 4 FEET WEST OF THE EAST EDGE
 FE1493'OF THE BRIDGE AND 2 FEET EAST OF THE WEST EDGE OF THE SIDE WALK.
 FE1493'THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN THE
 FE1493'SIDE WALK IN ABOUT THE MIDDLE OF THE BRIDGE AT THE EAST SIDE,
 FE1493'SET FLUSH WITH THE SIDE WALK AND IS STAMPED PERKINS 1959.
 FE1493'
 FE1493'TO REACH THE STATION FROM THE INTERSECTION OF MT. MORIAH ROAD AND
 FE1493'WILLOW ROAD IN THE SOUTHEAST CITY LIMITS OF MEMPHIS, GO WEST ON
 FE1493'WILLOW ROAD FOR 0.6 MILE TO PERKINS ROAD, TURN LEFT AND GO SOUTH ON
 FE1493'PERKINS ROAD FOR 0.45 MILE TO THE BRIDGE AND THE STATION AS
 FE1493'DESCRIBED.
 FE1493'
 FE1493'REFERENCE MARK NO. 1 IS 4 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 FE1493'THE BRIDGE AND 3 FEET WEST OF THE EAST EDGE OF THE BRIDGE.  THE
 FE1493'MARK IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 FE1493'THE SIDE WALK, SET FLUSH WITH THE SIDE WALK AND IS STAMPED PERKINS
 FE1493'NO 1 1959.
 FE1493'
 FE1493'REFERENCE MARK NO. 2 IS 6 FEET WEST OF THE EAST EDGE OF THE SIDE WALK
 FE1493'AND 1 FOOT EAST OF THE WEST EDGE OF THE BRIDGE.  THE MARK IS A
 FE1493'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SIDE
 FE1493'WALK, SET FLUSH WITH THE SIDE WALK AND IS STAMPED PERKINS NO 2
 FE1493'1959.
 FE1493'
 FE1493'NO AZIMUTH MARK WAS ESTABLISHED.
 FE1493'
 FE1493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE1493
 FE1493                          STATION RECOVERY (1959)
 FE1493
 FE1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1493'IN MEMPHIS.
 FE1493'TO REACH THE STATION FROM THE INTERSECTION OF MT. MORIAH ROAD
 FE1493'AND WILLOW ROAD IN THE SOUTHEAST CITY LIMITS OF MEMPHIS, GO WEST
 FE1493'ON WILLOW ROAD FOR 0.6 MILE TO PERKINS ROAD, TURN LEFT AND GO
 FE1493'SOUTH ON PERKINS ROAD FOR 0.45 MILE TO THE BRIDGE AND STATION.
 FE1493'THE MARK IS CEMENTED IN A DRILL HOLE IN THE SIDE WALK IN ABOUT
 FE1493'THE MIDDLE OF THE BRIDGE AT THE EAST SIDE, SET FLUSH WITH THE
 FE1493'SIDE WALK.  IT IS 4 FEET WEST OF THE EAST EDGE OF THE BRIDGE
 FE1493'AND 2 FEET EAST OF THE WEST EDGE OF THE SIDE WALK.  IT IS ABOUT
 FE1493'0.9 MILE WEST OF MORIAH 1959.
 FE1493
 FE1493                          STATION RECOVERY (1994)
 FE1493
 FE1493'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1494 ***********************************************************************
 FE1494  DESIGNATION -  PERKINS RM 1
 FE1494  PID         -  FE1494
 FE1494  STATE/COUNTY-  TN/SHELBY
 FE1494  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1494
 FE1494                         *CURRENT SURVEY CONTROL
 FE1494  ___________________________________________________________________
 FE1494* NAD 83(1986)-  35 04 42.     (N)    089 54 24.     (W)     SCALED    
 FE1494* NAVD 88     -        86.999  (meters)     285.43   (feet)  ADJUSTED  
 FE1494  ___________________________________________________________________
 FE1494  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1494  DYNAMIC HT  -          86.919 (meters)     285.17  (feet)  COMP
 FE1494  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FE1494
 FE1494  VERT ORDER  -  SECOND    CLASS 0
 FE1494
 FE1494.The horizontal coordinates were scaled from a topographic map and have
 FE1494.an estimated accuracy of +/- 6 seconds.
 FE1494
 FE1494.The orthometric height was determined by differential leveling
 FE1494.and adjusted by the National Geodetic Survey in June 1991..
 FE1494
 FE1494.The geoid height was determined by GEOID03.
 FE1494
 FE1494.The dynamic height is computed by dividing the NAVD 88
 FE1494.geopotential number by the normal gravity value computed on the
 FE1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1494.degrees latitude (g = 980.6199 gals.).
 FE1494
 FE1494.The modeled gravity was interpolated from observed gravity values.
 FE1494
 FE1494;                    North         East    Units  Estimated Accuracy
 FE1494;SPC TN       -    89,770.      243,790.      MT  (+/- 180 meters Scaled)
 FE1494
 FE1494                          SUPERSEDED SURVEY CONTROL
 FE1494
 FE1494  NGVD 29 (??/??/??)   86.969  (m)          285.33   (f) ADJUSTED    2 0
 FE1494
 FE1494.Superseded values are not recommended for survey control.
 FE1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1494.See file dsdata.txt to determine how the superseded data were derived.
 FE1494
 FE1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD349855(NAD 83)
 FE1494_MARKER: DR = REFERENCE MARK DISK
 FE1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1494_SP_SET: SIDEWALK
 FE1494_STAMPING: PERKINS NO 1 1959
 FE1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1494
 FE1494  HISTORY     - Date     Condition        Report By
 FE1494  HISTORY     - 1959     MONUMENTED       CGS
 FE1494  HISTORY     - 1959     GOOD             CGS
 FE1494  HISTORY     - 19940805 GOOD             TN1620
 FE1494
 FE1494                          STATION DESCRIPTION
 FE1494
 FE1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1494'IN MEMPHIS.
 FE1494'THE MARK IS LOCATED AT THE PERKINS STATION SITE, CEMENTED IN A
 FE1494'DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH THE SIDE WALK.  IT
 FE1494'IS 64.6 FEET SOUTH OF THE STATION MARK, 4 FEET NORTHWEST OF THE
 FE1494'SOUTHEAST CORNER OF THE BRIDGE AND 3 FEET WEST OF THE EAST EDGE
 FE1494'OF BRIDGE.
 FE1494
 FE1494                          STATION RECOVERY (1994)
 FE1494
 FE1494'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2103 ***********************************************************************
 GC2103  DESIGNATION -  PERRY
 GC2103  PID         -  GC2103
 GC2103  STATE/COUNTY-  TN/SUMNER
 GC2103  USGS QUAD   -  HICKORY FLAT (1967)
 GC2103
 GC2103                         *CURRENT SURVEY CONTROL
 GC2103  ___________________________________________________________________
 GC2103* NAD 83(1995)-  36 39 06.13475(N)    086 27 35.37016(W)     ADJUSTED  
 GC2103* NAVD 88     -       240.3    (meters)     788.     (feet)  VERTCON   
 GC2103  ___________________________________________________________________
 GC2103  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GC2103  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC2103
 GC2103  HORZ ORDER  -  FIRST
 GC2103
 GC2103.The horizontal coordinates were established by classical geodetic methods
 GC2103.and adjusted by the National Geodetic Survey in April 1999..
 GC2103
 GC2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2103
 GC2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2103
 GC2103.The geoid height was determined by GEOID03.
 GC2103
 GC2103;                    North         East     Units Scale Factor Converg.
 GC2103;SPC TN       -   257,327.736   558,882.365   MT  1.00005014   -0 16 09.1
 GC2103;SPC TN       -   844,249.41  1,833,599.89   sFT  1.00005014   -0 16 09.1
 GC2103;SPC KY1Z     - 1,035,577.316 1,436,522.556   MT  1.00013120   -0 26 08.9
 GC2103;SPC KY1Z     - 3,397,556.58  4,712,991.09   sFT  1.00013120   -0 26 08.9
 GC2103;SPC KY S     -   535,569.351   436,529.864   MT  1.00001582   -0 25 49.7
 GC2103;SPC KY S     - 1,757,113.78  1,432,181.73   sFT  1.00001582   -0 25 49.7
 GC2103;UTM  16      - 4,056,371.772   548,281.181   MT  0.99962872   +0 19 20.9
 GC2103
 GC2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2103!SPC TN       -   0.99996697  x   1.00005014  =   1.00001710
 GC2103!SPC KY1Z     -   0.99996697  x   1.00013120  =   1.00009816
 GC2103!SPC KY S     -   0.99996697  x   1.00001582  =   0.99998279
 GC2103!UTM  16      -   0.99996697  x   0.99962872  =   0.99959570
 GC2103
 GC2103|---------------------------------------------------------------------|
 GC2103| PID    Reference Object                     Distance      Geod. Az  |
 GC2103|                                                           dddmmss.s |
 GC2103| CG6299 PERRY RM 1                           28.181 METERS 02321     |
 GC2103| GC2102 KENTUCKY TENNESSEE BDRY MON           4.694 METERS 05024     |
 GC2103| CG6300 PERRY RM 2                           33.949 METERS 12304     |
 GC2103| CG6297 PERRY AZ MK                                        1514000.5 |
 GC2103| GC2105 PERRY HUB                            50.265 METERS 15845     |
 GC2103| GC2104 PERRY RM 3                           34.907 METERS 18459     |
 GC2103| GC2385 FRANKLIN 1933 RM 3                  APPROX.13.2 KM 3063806.1 |
 GC2103| GC2383 FRANKLIN MUNICIPAL TANK             APPROX.12.8 KM 3080329.6 |
 GC2103|---------------------------------------------------------------------|
 GC2103
 GC2103                          SUPERSEDED SURVEY CONTROL
 GC2103
 GC2103  NAD 83(1995)-  36 39 06.13475(N)    086 27 35.37018(W) AD(       ) 1
 GC2103  NAD 83(1995)-  36 39 06.14334(N)    086 27 35.37448(W) AD(       ) 1
 GC2103  NAD 83(1986)-  36 39 06.14385(N)    086 27 35.37437(W) AD(       ) 1
 GC2103  NAD 27      -  36 39 06.00300(N)    086 27 35.39300(W) AD(       ) 1
 GC2103  NGVD 29 (07/19/86)  240.4    (m)          789.     (f) VERT ANG       
 GC2103
 GC2103.Superseded values are not recommended for survey control.
 GC2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2103.See file dsdata.txt to determine how the superseded data were derived.
 GC2103
 GC2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4828156372(NAD 83)
 GC2103_MARKER: DS = TRIANGULATION STATION DISK
 GC2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2103
 GC2103  HISTORY     - Date     Condition        Report By
 GC2103  HISTORY     - 1933     MONUMENTED       CGS
 GC2103  HISTORY     - 1951     GOOD             CGS
 GC2103  HISTORY     - 1970     GOOD             NGS
 GC2103
 GC2103                          STATION DESCRIPTION
 GC2103
 GC2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2103'ABOUT 8 MILES SOUTHEAST OF FRANKLIN, KY., 6 MILES NORTH-NORTHEAST OF
 GC2103'PORTLAND, TENN. NEAR KENTUCKY-TENNESSEE STATE LINE, AND ON PROPERTY
 GC2103'OWNED BY MODIST PERRY, 70 FEET NORTHEAST OF NORTHEAST CORNER OF BARN,
 GC2103'50 FEET SOUTHEAST OF SOUTHEAST CORNER OF MR. PERRYS HOUSE, 33.5
 GC2103'FEET SOUTH-SOUTHEAST OF MOST SOUTHERLY OF FOUR TREES IN PERRYS FRONT
 GC2103'YARD, AND 32 FEET WEST OF CENTER LINE OF ROAD, AND PROJECTS 8
 GC2103'INCHES.
 GC2103'
 GC2103'TO REACH FROM JUNCTION OF STATE HIGHWAY 100 AND U.S. HIGHWAY 31-W AT
 GC2103'COURTHOUSE IN FRANKLIN, GO EAST 2.05 MILES ON STATE HIGHWAY 100 TO
 GC2103'T-ROAD SOUTH, TURN RIGHT ONTO GRAVEL ROAD AND PROCEED SOUTH 7.3 MILES
 GC2103'TO STATE LINE AND STATION SITE.
 GC2103'
 GC2103'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GC2103'BRONZE DISKS SET IN CONCRETE.
 GC2103'
 GC2103'REFERENCE MARK NO.1, PROJECTING 6 INCHES, IS 50 FEET NORTH OF NORTH
 GC2103'SIDE OF HOUSE ON EAST SIDE OF ROAD, 29 FEET EAST OF CENTER LINE OF
 GC2103'ROAD, 1 FOOT WEST OF RIGHT-OF-WAY FENCE, AND 92.42 FEET FROM STATION,
 GC2103'N 23 DEG 22 MIN E.  REFERENCE MARK NO.2, PROJECTING
 GC2103'6 INCHES, IS 65 FEET SOUTH OF SOUTH SIDE OF HOUSE ON EAST SIDE OF
 GC2103'ROAD, 33 FEET EAST OF CENTER LINE OF ROAD, 1 FOOT WEST OF FENCE, AND
 GC2103'11.40 FEET FROM STATION, S 56 DEG 54 MIN E.
 GC2103'
 GC2103'AZIMUTH MARK, PROJECTING 8 INCHES, IS 125 FEET NORTH OF 15-INCH PINE
 GC2103'TREE ON FENCE LINE, 15 FEET EAST OF CENTER LINE OF ROAD, 1.5 FEET
 GC2103'WEST OF RIGHT-OF-WAY FENCE, AND APPROXIMATELY 0.15 MILE FROM STATION,
 GC2103'S 28 DEG 19 MIN 45 SEC E.  STATION KENTUCKY-TENNESSEE
 GC2103'BOUNDARY MONUMENT IS 15.4 FEET FROM STATION, N 50 DEG 24 MIN E.
 GC2103
 GC2103                          STATION RECOVERY (1951)
 GC2103
 GC2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2103'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2103'CONDITION.  THIS STATION WAS NOT OCCUPIED AT THIS TIME DUE TO THE
 GC2103'LOCATION OF THE STATION MARK MAKING IT IMPOSSIBLE TO ERECT A STEEL
 GC2103'TOWER OVER IT.  PERRY 1933 HUB* WAS USED AT THIS TIME.
 GC2103'
 GC2103'THE REFERENCE MARKS WERE CHECKED.  THE DIRECTION TO REFERENCE MARK
 GC2103'NO. 2 FAILED TO CHECK.
 GC2103'
 GC2103'*PERRY 1933 HUB WAS NOT MARKED AND IS NOT RECOVERABLE.
 GC2103
 GC2103                          STATION RECOVERY (1970)
 GC2103
 GC2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2103'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GC2103'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY
 GC2103'ROAD CONSTRUCTION AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 GC2103'TIME, HOWEVER DUE TO THE DENSE FOLIAGE ON THE TREES IT IS NOT
 GC2103'VISIBLE FROM THE GROUND.  THE DISTANCE AND DIRECTION TO THE
 GC2103'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1933 DATA.  DUE
 GC2103'TO THE GROWTH OF TREES A TOWER COULD NOT BE BUILT OVER THE STATION
 GC2103'AND A NEW REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS
 GC2103'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GC2103'
 GC2103'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FRANKLIN, KENTUCKY,
 GC2103'6 MILES EAST-NORTHEAST OF MITCHELLVILLE, 6 MILES NORTH-NORTHEAST OF
 GC2103'PORTLAND, JUST SOUTH OF THE KENTUCKY-TENNESSE STATE LINE AND ON
 GC2103'PROPERTY OWNED BY MRS. MODIST PERRY WHO LIVES AT THE STATION SITE.
 GC2103'
 GC2103'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR PERRY RM 3
 GC2103'1970.
 GC2103'
 GC2103'THE STATION MARK, A STANDARD DISK STAMPED PERRY 1933, IS SET IN THE
 GC2103'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 GC2103'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET WEST OF
 GC2103'THE CENTER OF STATE HIGHWAY 73, 34 FEET EAST-SOUTHEAST OF THE
 GC2103'SOUTHEAST CORNER OF A HOUSE, 10 FEET EAST OF A 16 INCH MAPLE TREE.
 GC2103'
 GC2103'REFERENCE MARK 1, A STANDARD DISK STAMPED PERRY NO 1 1933, IS SET IN
 GC2103'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 GC2103'AND PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET
 GC2103'SOUTH OF A POWER POLE WITH TRANSFORMER, 70 FEET NORTHWEST OF THE
 GC2103'NORTHWEST CORNER OF A HOUSE AND 29 FEET EAST OF THE CENTER OF STATE
 GC2103'HIGHWAY 73.
 GC2103'
 GC2103'REFERENCE MARK 2, A STANDARD DISK STAMPED PERRY NO 2 1933, IS SET IN
 GC2103'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 GC2103'AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET
 GC2103'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 34.5 FEET EAST
 GC2103'OF THE CENTER OF STATE HIGHWAY 73 AND 2 FEET NORTH OF A 20 INCH
 GC2103'MAPLE TREE.
 GC2103'
 GC2103'REFERENCE MARK 3, A STANDARD DISK STAMPED PERRY NO 3 1933 1970, IS
 GC2103'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC2103'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 80
 GC2103'FEET WEST OF THE CENTER OF THE HIGHWAY, 19.5 FEET EAST OF THE
 GC2103'SOUTHEAST CORNER OF A BARN AND 1 FOOT NORTH OF A FENCE.  AN
 GC2103'UNDERGROUND DISK WAS SET FOR THIS MARK.
 GC2103'
 GC2103'THE AZIMUTH MARK, A STANDARD DISK STAMPED PERRY 1933 1970, IS SET IN
 GC2103'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 GC2103'AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST
 GC2103'OF THE CENTER OF THE HIGHWAY, 16 FEET EAST OF A METAL WITNESS POST
 GC2103'WITH SIGN AND 15 FEET EAST OF A 14 INCH MAPLE TREE.
 GC2103'
 GC2103'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 GC2103'
 GC2103'RM 1 TO RM 2 IS OBSTRUCTED BY TREES AND SHRUBS.
 GC2103'
 GC2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 GC2103'EAST-NORTHEAST OF MITCHELLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1682 ***********************************************************************
 FF1682  DESIGNATION -  PERRY RM 2
 FF1682  PID         -  FF1682
 FF1682  STATE/COUNTY-  TN/SHELBY
 FF1682  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1682
 FF1682                         *CURRENT SURVEY CONTROL
 FF1682  ___________________________________________________________________
 FF1682* NAD 83(1986)-  35 04 25.     (N)    090 00 36.     (W)     SCALED    
 FF1682* NAVD 88     -        91.249  (meters)     299.37   (feet)  ADJUSTED  
 FF1682  ___________________________________________________________________
 FF1682  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF1682  DYNAMIC HT  -          91.165 (meters)     299.10  (feet)  COMP
 FF1682  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FF1682
 FF1682  VERT ORDER  -  SECOND    CLASS 0
 FF1682
 FF1682.The horizontal coordinates were scaled from a topographic map and have
 FF1682.an estimated accuracy of +/- 6 seconds.
 FF1682
 FF1682.The orthometric height was determined by differential leveling
 FF1682.and adjusted by the National Geodetic Survey in June 1991..
 FF1682
 FF1682.The geoid height was determined by GEOID03.
 FF1682
 FF1682.The dynamic height is computed by dividing the NAVD 88
 FF1682.geopotential number by the normal gravity value computed on the
 FF1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1682.degrees latitude (g = 980.6199 gals.).
 FF1682
 FF1682.The modeled gravity was interpolated from observed gravity values.
 FF1682
 FF1682;                    North         East    Units  Estimated Accuracy
 FF1682;SPC TN       -    89,630.      234,350.      MT  (+/- 180 meters Scaled)
 FF1682
 FF1682                          SUPERSEDED SURVEY CONTROL
 FF1682
 FF1682  NGVD 29 (??/??/??)   91.217  (m)          299.27   (f) ADJUSTED    2 0
 FF1682
 FF1682.Superseded values are not recommended for survey control.
 FF1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1682.See file dsdata.txt to determine how the superseded data were derived.
 FF1682
 FF1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU726852(NAD 83)
 FF1682_MARKER: DR = REFERENCE MARK DISK
 FF1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF1682_STAMPING: PERRY NO 2 1959
 FF1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1682+STABILITY: SURFACE MOTION
 FF1682
 FF1682  HISTORY     - Date     Condition        Report By
 FF1682  HISTORY     - 1959     MONUMENTED       CGS
 FF1682  HISTORY     - 1959     GOOD             CGS
 FF1682  HISTORY     - 19940805 GOOD             TN1620
 FF1682
 FF1682                          STATION DESCRIPTION
 FF1682
 FF1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF1682'IN MEMPHIS.
 FF1682'THIS MARK IS LOCATED AT THE STATION SITE, 66.1 FT. WEST-SOUTHWEST
 FF1682'OF THE STATION MARK, 35 FT. WEST OF DONALD ROAD, 25 FT. SOUTHEAST
 FF1682'OF A FENCE POST, 40 FT. NORTH OF THE NORTH EDGE OF A FRONTAGE
 FF1682'ROAD, A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE
 FF1682'GROUND.
 FF1682
 FF1682                          STATION RECOVERY (1994)
 FF1682
 FF1682'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2104 ***********************************************************************
 GC2104  DESIGNATION -  PERRY RM 3
 GC2104  PID         -  GC2104
 GC2104  STATE/COUNTY-  TN/SUMNER
 GC2104  USGS QUAD   -  HICKORY FLAT (1967)
 GC2104
 GC2104                         *CURRENT SURVEY CONTROL
 GC2104  ___________________________________________________________________
 GC2104* NAD 83(1995)-  36 39 05.00661(N)    086 27 35.49226(W)     ADJUSTED  
 GC2104* NAVD 88     -       239.9    (meters)     787.     (feet)  VERTCON   
 GC2104  ___________________________________________________________________
 GC2104  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GC2104  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC2104
 GC2104  HORZ ORDER  -  FIRST
 GC2104
 GC2104.The horizontal coordinates were established by classical geodetic methods
 GC2104.and adjusted by the National Geodetic Survey in April 1999..
 GC2104
 GC2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2104
 GC2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2104
 GC2104.The geoid height was determined by GEOID03.
 GC2104
 GC2104;                    North         East     Units Scale Factor Converg.
 GC2104;SPC TN       -   257,292.974   558,879.169   MT  1.00005006   -0 16 09.2
 GC2104;SPC TN       -   844,135.37  1,833,589.41   sFT  1.00005006   -0 16 09.2
 GC2104;SPC KY1Z     - 1,035,542.560 1,436,519.258   MT  1.00013132   -0 26 09.0
 GC2104;SPC KY1Z     - 3,397,442.55  4,712,980.27   sFT  1.00013132   -0 26 09.0
 GC2104;SPC KY S     -   535,534.599   436,526.570   MT  1.00001588   -0 25 49.8
 GC2104;SPC KY S     - 1,756,999.76  1,432,170.92   sFT  1.00001588   -0 25 49.8
 GC2104;UTM  16      - 4,056,336.994   548,278.345   MT  0.99962871   +0 19 20.8
 GC2104
 GC2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2104!SPC TN       -   0.99996703  x   1.00005006  =   1.00001709
 GC2104!SPC KY1Z     -   0.99996703  x   1.00013132  =   1.00009834
 GC2104!SPC KY S     -   0.99996703  x   1.00001588  =   0.99998291
 GC2104!UTM  16      -   0.99996703  x   0.99962871  =   0.99959575
 GC2104
 GC2104:                Primary Azimuth Mark                     Grid Az
 GC2104:SPC TN       -  GOLD CITY SIMPSON CO N TANK              002 51 20.1
 GC2104:SPC KY1Z     -  GOLD CITY SIMPSON CO N TANK              003 01 19.9
 GC2104:SPC KY S     -  GOLD CITY SIMPSON CO N TANK              003 01 00.7
 GC2104:UTM  16      -  GOLD CITY SIMPSON CO N TANK              002 15 50.1
 GC2104
 GC2104|---------------------------------------------------------------------|
 GC2104| PID    Reference Object                     Distance      Geod. Az  |
 GC2104|                                                           dddmmss.s |
 GC2104| GC2119 GOLD CITY SIMPSON CO N TANK         APPROX.11.0 KM 0023510.9 |
 GC2104| GC2103 PERRY                                34.907 METERS 00459     |
 GC2104| GC2112 CARMAN                              APPROX.12.4 KM 0102330.9 |
 GC2104| CG6299 PERRY RM 1                           62.295 METERS 01311     |
 GC2104| CG6300 PERRY RM 2                           35.418 METERS 06242     |
 GC2104| CG6298 PERRY AZ MK 2                                      1505037.4 |
 GC2104| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.3 KM 2115838.5 |
 GC2104|---------------------------------------------------------------------|
 GC2104
 GC2104                          SUPERSEDED SURVEY CONTROL
 GC2104
 GC2104  NAD 83(1995)-  36 39 05.00662(N)    086 27 35.49228(W) AD(       ) 1
 GC2104  NAD 83(1995)-  36 39 05.01520(N)    086 27 35.49658(W) AD(       ) 1
 GC2104  NAD 83(1986)-  36 39 05.01572(N)    086 27 35.49647(W) AD(       ) 1
 GC2104  NAD 27      -  36 39 04.87483(N)    086 27 35.51518(W) AD(       ) 1
 GC2104  NGVD 29 (07/19/86)  240.0    (m)          787.     (f) VERT ANG       
 GC2104
 GC2104.Superseded values are not recommended for survey control.
 GC2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2104.See file dsdata.txt to determine how the superseded data were derived.
 GC2104
 GC2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4827856337(NAD 83)
 GC2104_MARKER: DR = REFERENCE MARK DISK
 GC2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2104
 GC2104  HISTORY     - Date     Condition        Report By
 GC2104  HISTORY     - 1970     MONUMENTED       NGS
 GC2104
 GC2104                          STATION DESCRIPTION
 GC2104
 GC2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2104'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FRANKLIN
 GC2104'KENTUCKY, 6 MILES EAST-NORTHEAST OF MITCHELLVILLE, 6 MILES
 GC2104'NORTH-NORTHEAST OF PORTLAND, JUST SOUTH OF THE KENTUCKY-TENNESSEE
 GC2104'STATE LINE AND ON PROPERTY OWNED BY MRS. MODIST PERRY WHO LIVES
 GC2104'AT THE STATION SITE.
 GC2104'
 GC2104'TO REACH FROM THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE
 GC2104'IN FRANKLIN, KENTUCKY GO EAST ON STATE HIGHWAY 100 AND 73 FOR
 GC2104'2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 73 ON THE RIGHT.  TURN
 GC2104'RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 73 FOR 6.3 MILES TO THE
 GC2104'JUNCTION OF STATE HIGHWAY 622.  CONTINUE AHEAD SOUTHEAST ON
 GC2104'STATE HIGHWAY 73 FOR 1.1 MILES TO THE TENNESSEE-KENTUCKY STATE
 GC2104'LINE AND THE STATION ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 GC2104'CONTINUE AHEAD SOUTHEAST ON THE SURFACED ROAD FOR 0.15 MILE TO
 GC2104'THE MARK ON THE RIGHT.)
 GC2104'
 GC2104'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED PERRY
 GC2104'NO 3 1933 1970, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 GC2104'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 GC2104'GROUND SURFACE.  IT IS 80 FEET WEST OF THE CENTER OF STATE
 GC2104'HIGHWAY 73, 19.5 FEET EAST OF THE SOUTHEAST CORNER OF A BARN
 GC2104'AND 1 FOOT NORTH OF A FENCE.  AN UNDERGROUND DISK WAS SET FOR
 GC2104'THIS MARK.
 GC2104'
 GC2104'THE MARK, A STANDARD STATION MARK DISK STAMPED PERRY 1933, IS
 GC2104'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 GC2104'IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT
 GC2104'IS 57 FEET WEST OF THE CENTER OF STATE HIGHWAY 73, 34 FEET
 GC2104'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 10 FEET
 GC2104'EAST OF A 16 INCH MAPLE TREE.
 GC2104'
 GC2104'REFERENCE MARK 1, A STANDARD DISK STAMPED PERRY NO 1 1933, IS SET
 GC2104'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC2104'DIAMETER AND PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS
 GC2104'76 FEET SOUTH OF A POWER POLE WITH TRANSFORMER, 70 FEET
 GC2104'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND 29 FEET EAST
 GC2104'OF THE CENTER OF STATE HIGHWAY 73.
 GC2104'
 GC2104'REFERENCE MARK 2, A STANDARD DISK STAMPED PERRY NO 2 1933, IS SET
 GC2104'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC2104'DIAMETER AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT
 GC2104'IS 71 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2104'HOUSE, 34.5 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET
 GC2104'NORTH OF A 20 INCH MAPLE TREE.
 GC2104'
 GC2104'THE AZIMUTH MARK, A STANDARD DISK STAMPED PERRY 1933 1970, IS
 GC2104'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 GC2104'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 GC2104'31 FEET WEST OF THE CENTER OF THE HIGHWAY, 16 FEET EAST OF A
 GC2104'METAL WITNESS POST WITH SIGN AND 15 FEET EAST OF A 14 INCH
 GC2104'MAPLE TREE.
 GC2104'
 GC2104'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 GC2104'
 GC2104'RM 1 TO RM 2 IS OBSTRUCTED BY TREES AND SHRUBS.
 GC2104'
 GC2104'DUE TO THE GROWTH OF TREES A TOWER COULD NOT BE BUILT OVER
 GC2104'PERRY 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0142 ***********************************************************************
 FE0142  DESIGNATION -  PERRYVILLE BRIDGE
 FE0142  PID         -  FE0142
 FE0142  STATE/COUNTY-  TN/DECATUR
 FE0142  USGS QUAD   -  JEANNETTE (1986)
 FE0142
 FE0142                         *CURRENT SURVEY CONTROL
 FE0142  ___________________________________________________________________
 FE0142* NAD 83(1986)-  35 37 37.     (N)    088 02 10.     (W)     SCALED    
 FE0142* NAVD 88     -       128.478  (meters)     421.51   (feet)  ADJUSTED  
 FE0142  ___________________________________________________________________
 FE0142  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0142  DYNAMIC HT  -         128.365 (meters)     421.14  (feet)  COMP
 FE0142  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FE0142
 FE0142  VERT ORDER  -  SECOND    CLASS 0
 FE0142
 FE0142.The horizontal coordinates were scaled from a topographic map and have
 FE0142.an estimated accuracy of +/- 6 seconds.
 FE0142
 FE0142.The orthometric height was determined by differential leveling
 FE0142.and adjusted by the National Geodetic Survey in June 1991..
 FE0142
 FE0142.The geoid height was determined by GEOID03.
 FE0142
 FE0142.The dynamic height is computed by dividing the NAVD 88
 FE0142.geopotential number by the normal gravity value computed on the
 FE0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0142.degrees latitude (g = 980.6199 gals.).
 FE0142
 FE0142.The modeled gravity was interpolated from observed gravity values.
 FE0142
 FE0142;                    North         East    Units  Estimated Accuracy
 FE0142;SPC TN       -   145,440.      415,580.      MT  (+/- 180 meters Scaled)
 FE0142
 FE0142                          SUPERSEDED SURVEY CONTROL
 FE0142
 FE0142  NGVD 29 (??/??/??)  128.493  (m)          421.56   (f) ADJUSTED    2 0
 FE0142
 FE0142.Superseded values are not recommended for survey control.
 FE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0142.See file dsdata.txt to determine how the superseded data were derived.
 FE0142
 FE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE061430(NAD 83)
 FE0142_MARKER: Q = CHISELED SQUARE
 FE0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0142_SP_SET: PIER
 FE0142_MARK LOGO: USE   
 FE0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0142
 FE0142  HISTORY     - Date     Condition        Report By
 FE0142  HISTORY     - UNK      MONUMENTED       DOD
 FE0142  HISTORY     - 1947     GOOD             CGS
 FE0142
 FE0142                          STATION DESCRIPTION
 FE0142
 FE0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0142'0.7 MI NE FROM PERRYVILLE.
 FE0142'0.7 MILE NORTHEAST ALONG THE WEST BANK OF TENNESSEE RIVER FROM THE
 FE0142'MAIN STREET AT PERRYVILLE, DECATUR COUNTY, AT THE 1934 HIGHWAY
 FE0142'BRIDGE OVER THE RIVER, AT THE FIRST PIER SUPPORTING THE ARCHES
 FE0142'ON THE BLUFF ON THE WEST BANK OF THE RIVER, AND ON THE TOP OF THE
 FE0142'UPSTREAM END OF THE PIER.  A CHISELED SQUARE.  NOTE-- IN 1934, A
 FE0142'CHISELED ARROW ON THE RIVER SIDE OF THE PIER NEAR THE UPSTREAM
 FE0142'END AND 25 FEET BELOW THE MARK SERVED AS A REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0375 ***********************************************************************
 FD0375  DESIGNATION -  PERSIMMON
 FD0375  PID         -  FD0375
 FD0375  STATE/COUNTY-  TN/MARSHALL
 FD0375  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0375
 FD0375                         *CURRENT SURVEY CONTROL
 FD0375  ___________________________________________________________________
 FD0375* NAD 83(1995)-  35 23 42.39064(N)    086 52 36.33402(W)     ADJUSTED  
 FD0375* NAVD 88     -       355.907  (meters)    1167.67   (feet)  ADJUSTED  
 FD0375  ___________________________________________________________________
 FD0375  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FD0375  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0375  DYNAMIC HT  -         355.584 (meters)    1166.61  (feet)  COMP
 FD0375  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FD0375
 FD0375  HORZ ORDER  -  SECOND
 FD0375  VERT ORDER  -  SECOND    CLASS 0
 FD0375
 FD0375.The horizontal coordinates were established by classical geodetic methods
 FD0375.and adjusted by the National Geodetic Survey in April 1999..
 FD0375
 FD0375.The orthometric height was determined by differential leveling
 FD0375.and adjusted by the National Geodetic Survey in June 1991..
 FD0375
 FD0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0375
 FD0375.The geoid height was determined by GEOID03.
 FD0375
 FD0375.The dynamic height is computed by dividing the NAVD 88
 FD0375.geopotential number by the normal gravity value computed on the
 FD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0375.degrees latitude (g = 980.6199 gals.).
 FD0375
 FD0375.The modeled gravity was interpolated from observed gravity values.
 FD0375
 FD0375;                    North         East     Units Scale Factor Converg.
 FD0375;SPC TN       -   118,160.406   520,351.721   MT  0.99997756   -0 30 47.8
 FD0375;SPC TN       -   387,664.60  1,707,187.27   sFT  0.99997756   -0 30 47.8
 FD0375;UTM  16      - 3,916,867.499   511,191.582   MT  0.99960154   +0 04 17.0
 FD0375
 FD0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0375!SPC TN       -   0.99994849  x   0.99997756  =   0.99992605
 FD0375!UTM  16      -   0.99994849  x   0.99960154  =   0.99955005
 FD0375
 FD0375|---------------------------------------------------------------------|
 FD0375| PID    Reference Object                     Distance      Geod. Az  |
 FD0375|                                                           dddmmss.s |
 FD0375| FD0376 PERSIMMON RM 1                       19.797 METERS 08559     |
 FD0375| FD0377 PERSIMMON AZ MK                                    1950309.1 |
 FD0375| FD0374 PERSIMMON RM 2                       19.617 METERS 26451     |
 FD0375|---------------------------------------------------------------------|
 FD0375
 FD0375                          SUPERSEDED SURVEY CONTROL
 FD0375
 FD0375  NAD 83(1995)-  35 23 42.39380(N)    086 52 36.33518(W) AD(       ) 2
 FD0375  NAD 83(1995)-  35 23 42.39566(N)    086 52 36.33579(W) AD(       ) 2
 FD0375  NAD 83(1986)-  35 23 42.40088(N)    086 52 36.33476(W) AD(       ) 2
 FD0375  NAD 27      -  35 23 42.12570(N)    086 52 36.32850(W) AD(       ) 2
 FD0375  NGVD 29 (??/??/92)  355.888  (m)         1167.61   (f) ADJ UNCH    2 0
 FD0375
 FD0375.Superseded values are not recommended for survey control.
 FD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0375.See file dsdata.txt to determine how the superseded data were derived.
 FD0375
 FD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1119216867(NAD 83)
 FD0375_MARKER: DE = TRAVERSE STATION DISK
 FD0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0375_STAMPING: PERSIMMON 1960
 FD0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0375+STABILITY: SURFACE MOTION
 FD0375
 FD0375  HISTORY     - Date     Condition        Report By
 FD0375  HISTORY     - 1960     MONUMENTED       CGS
 FD0375  HISTORY     - 1960     GOOD             CGS
 FD0375
 FD0375                          STATION DESCRIPTION
 FD0375
 FD0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0375'THE STATION IS LOCATED ON PERSIMMON RIDGE, ABOUT 3.5 MILES NORTH OF
 FD0375'CORNERSVILLE ON
 FD0375'PROPERTY OWNED BY MR J W STOKES.
 FD0375'
 FD0375'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 31A AND
 FD0375'STATE HIGHWAY 129 IN
 FD0375'CORNERSVILLE, GO NORTHWEST ON STATE HIGHWAY 129 FOR
 FD0375'2.7 MILES TO MRS JOE MCCRORY MAIL
 FD0375'BOX ON LEFT AND GRAVELED ROAD ON
 FD0375'THE RIGHT, TURN RIGHT, NORTH, FOR 1.0 MILE TO
 FD0375'AZIMUTH MARK ON RIGHT,
 FD0375'CONTINUE NORTH FOR 0.25 MILE TO WOODEN GATE ON RIGHT, TURN
 FD0375'RIGHT, EAST,
 FD0375'FOR 0.05 MILE TO STATION.
 FD0375'
 FD0375'STATION MARK IS 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN,
 FD0375'3.6 FEET WEST OF WITNESS
 FD0375'SIGN AND IS SET IN AN EAST-WEST FENCE LINE.  THE MARK
 FD0375'IS A STANDARD DISK SET IN THE TOP
 FD0375'OF A CONCRETE POST, SET FLUSH AND
 FD0375'IS STAMPED PERSIMMON 1960.
 FD0375'
 FD0375'REFERENCE MARK NO 1 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A
 FD0375'STANDARD DISK SET IN THE
 FD0375'TOP OF A CONCRETE POST, PROJECTS 2 INCHES AND IS
 FD0375'STAMPED PERSIMMON NO 1 1960.
 FD0375'
 FD0375'REFERENCE MARK NO 2 IS 23 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FD0375'BARN AND 1 FOOT SOUTH OF A
 FD0375'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 FD0375'TOP OF A CONCRETE POST, SET FLUSH
 FD0375'AND IS STAMPED PERSIMMON NO 2 1960.
 FD0375'
 FD0375'AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2 FEET
 FD0375'EAST OF A WIRE FENCE AND 1.7
 FD0375'FEET SOUTHEAST OF A WITNESS SIGN.  THE MARK IS A
 FD0375'STANDARD DISK SET IN THE TOP OF A
 FD0375'CONCRETE POST, PROJECTS 3 INCHES
 FD0375'AND IS STAMPED PERSIMMON 1960
 FD0375'
 FD0375'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FD0375
 FD0375                          STATION RECOVERY (1960)
 FD0375
 FD0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0375'7.9 MI S FROM BRYANT.
 FD0375'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0375'ROAD, THEN 3.8 MILES SOUTH ON INTERSTATE HIGHWAY 65, THEN ABOUT
 FD0375'0.1 MILE EAST TO THE HIGHEST POINT OF A HILL.  THE STATION MARK
 FD0375'IS 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM A T JUNCTION, THEN
 FD0375'0.05 MILE EAST ON A TRACK ROAD LEADING TO A BARN, 38 FT. NORTHEAST
 FD0375'OF THE NORTHEAST CORNER OF THE BARN, 3.6 FT. WEST OF A WITNESS
 FD0375'SIGN AND IS SET IN AN EAST-WEST FENCE LINE.  THE DISK IS SET IN
 FD0375'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 FD0375'GROUND.  NOTE-- THIS STATION IS 0.2 MILE NORTH ALONG A GRAVELED
 FD0375'ROAD FROM PERSIMMON AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0377 ***********************************************************************
 FD0377  DESIGNATION -  PERSIMMON AZ MK
 FD0377  PID         -  FD0377
 FD0377  STATE/COUNTY-  TN/MARSHALL
 FD0377  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0377
 FD0377                         *CURRENT SURVEY CONTROL
 FD0377  ___________________________________________________________________
 FD0377* NAD 83(1986)-  35 23 32.     (N)    086 52 40.     (W)     SCALED    
 FD0377* NAVD 88     -       346.862  (meters)    1138.00   (feet)  ADJUSTED  
 FD0377  ___________________________________________________________________
 FD0377  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0377  DYNAMIC HT  -         346.547 (meters)    1136.96  (feet)  COMP
 FD0377  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FD0377
 FD0377  VERT ORDER  -  SECOND    CLASS 0
 FD0377
 FD0377.The horizontal coordinates were scaled from a topographic map and have
 FD0377.an estimated accuracy of +/- 6 seconds.
 FD0377
 FD0377.The orthometric height was determined by differential leveling
 FD0377.and adjusted by the National Geodetic Survey in June 1991..
 FD0377
 FD0377.The geoid height was determined by GEOID03.
 FD0377
 FD0377.The dynamic height is computed by dividing the NAVD 88
 FD0377.geopotential number by the normal gravity value computed on the
 FD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0377.degrees latitude (g = 980.6199 gals.).
 FD0377
 FD0377.The modeled gravity was interpolated from observed gravity values.
 FD0377
 FD0377;                    North         East    Units  Estimated Accuracy
 FD0377;SPC TN       -   117,840.      520,260.      MT  (+/- 180 meters Scaled)
 FD0377
 FD0377                          SUPERSEDED SURVEY CONTROL
 FD0377
 FD0377  NGVD 29 (??/??/92)  346.844  (m)         1137.94   (f) ADJ UNCH    2 0
 FD0377
 FD0377.Superseded values are not recommended for survey control.
 FD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0377.See file dsdata.txt to determine how the superseded data were derived.
 FD0377
 FD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE111165(NAD 83)
 FD0377_MARKER: DZ = AZIMUTH MARK DISK
 FD0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0377_STAMPING: PERSIMMON 1960
 FD0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0377+STABILITY: SURFACE MOTION
 FD0377
 FD0377  HISTORY     - Date     Condition        Report By
 FD0377  HISTORY     - 1960     MONUMENTED       CGS
 FD0377
 FD0377                          STATION DESCRIPTION
 FD0377
 FD0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0377'11 MI S FROM CORNERSVILLE.
 FD0377'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S. HIGHWAY
 FD0377'31A FOR 4.45 MILES, THEN 4.55 MILES NORTH ON INTERSTATE HIGHWAY
 FD0377'65, THEN 0.9 MILE NORTHEAST ON STATE HIGHWAY 129, THEN 1.1 MILES
 FD0377'NORTHWEST ON A GRAVELED ROAD.  THE AZIMUTH MARK IS 15 FT. EAST
 FD0377'OF THE CENTER OF THE GRAVELED ROAD, 2 FT. EAST OF A WIRE FENCE AND
 FD0377'1.7 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0377'OF A CONCRETE POST THAT PROJECTS 3 INCHES AND IS ABOUT 3 FT.
 FD0377'HIGHER THAN THE ROAD.  NOTE-- THIS MARK IS 0.2 MILE SOUTH ALONG
 FD0377'THE GRAVELED ROAD FROM TRIANGULATION STATION PERSIMMON 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0376 ***********************************************************************
 FD0376  DESIGNATION -  PERSIMMON RM 1
 FD0376  PID         -  FD0376
 FD0376  STATE/COUNTY-  TN/MARSHALL
 FD0376  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0376
 FD0376                         *CURRENT SURVEY CONTROL
 FD0376  ___________________________________________________________________
 FD0376* NAD 83(1986)-  35 23 42.     (N)    086 52 36.     (W)     SCALED    
 FD0376* NAVD 88     -       354.625  (meters)    1163.47   (feet)  ADJUSTED  
 FD0376  ___________________________________________________________________
 FD0376  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0376  DYNAMIC HT  -         354.303 (meters)    1162.41  (feet)  COMP
 FD0376  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FD0376
 FD0376  VERT ORDER  -  SECOND    CLASS 0
 FD0376
 FD0376.The horizontal coordinates were scaled from a topographic map and have
 FD0376.an estimated accuracy of +/- 6 seconds.
 FD0376
 FD0376.The orthometric height was determined by differential leveling
 FD0376.and adjusted by the National Geodetic Survey in June 1991..
 FD0376
 FD0376.The geoid height was determined by GEOID03.
 FD0376
 FD0376.The dynamic height is computed by dividing the NAVD 88
 FD0376.geopotential number by the normal gravity value computed on the
 FD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0376.degrees latitude (g = 980.6199 gals.).
 FD0376
 FD0376.The modeled gravity was interpolated from observed gravity values.
 FD0376
 FD0376;                    North         East    Units  Estimated Accuracy
 FD0376;SPC TN       -   118,150.      520,360.      MT  (+/- 180 meters Scaled)
 FD0376
 FD0376                          SUPERSEDED SURVEY CONTROL
 FD0376
 FD0376  NGVD 29 (??/??/92)  354.606  (m)         1163.40   (f) ADJ UNCH    2 0
 FD0376
 FD0376.Superseded values are not recommended for survey control.
 FD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0376.See file dsdata.txt to determine how the superseded data were derived.
 FD0376
 FD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE112168(NAD 83)
 FD0376_MARKER: DR = REFERENCE MARK DISK
 FD0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0376_STAMPING: PERSIMMON NO 1 1960
 FD0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0376+STABILITY: SURFACE MOTION
 FD0376
 FD0376  HISTORY     - Date     Condition        Report By
 FD0376  HISTORY     - 1960     MONUMENTED       CGS
 FD0376
 FD0376                          STATION DESCRIPTION
 FD0376
 FD0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0376'7.9 MI S FROM BRYANT.
 FD0376'THIS MARK IS LOCATED AT THE PERSIMMON 1960 STATION SITE, 65 FT.
 FD0376'EAST OF THE STATION MARK AND 1 FT. SOUTH OF A FENCE.  THE DISK IS
 FD0376'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0374 ***********************************************************************
 FD0374  DESIGNATION -  PERSIMMON RM 2
 FD0374  PID         -  FD0374
 FD0374  STATE/COUNTY-  TN/MARSHALL
 FD0374  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0374
 FD0374                         *CURRENT SURVEY CONTROL
 FD0374  ___________________________________________________________________
 FD0374* NAD 83(1986)-  35 23 42.     (N)    086 52 36.     (W)     SCALED    
 FD0374* NAVD 88     -       355.506  (meters)    1166.36   (feet)  ADJUSTED  
 FD0374  ___________________________________________________________________
 FD0374  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0374  DYNAMIC HT  -         355.183 (meters)    1165.30  (feet)  COMP
 FD0374  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FD0374
 FD0374  VERT ORDER  -  SECOND    CLASS 0
 FD0374
 FD0374.The horizontal coordinates were scaled from a topographic map and have
 FD0374.an estimated accuracy of +/- 6 seconds.
 FD0374
 FD0374.The orthometric height was determined by differential leveling
 FD0374.and adjusted by the National Geodetic Survey in June 1991..
 FD0374
 FD0374.The geoid height was determined by GEOID03.
 FD0374
 FD0374.The dynamic height is computed by dividing the NAVD 88
 FD0374.geopotential number by the normal gravity value computed on the
 FD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0374.degrees latitude (g = 980.6199 gals.).
 FD0374
 FD0374.The modeled gravity was interpolated from observed gravity values.
 FD0374
 FD0374;                    North         East    Units  Estimated Accuracy
 FD0374;SPC TN       -   118,150.      520,360.      MT  (+/- 180 meters Scaled)
 FD0374
 FD0374                          SUPERSEDED SURVEY CONTROL
 FD0374
 FD0374  NGVD 29 (??/??/92)  355.488  (m)         1166.30   (f) ADJ UNCH    2 0
 FD0374
 FD0374.Superseded values are not recommended for survey control.
 FD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0374.See file dsdata.txt to determine how the superseded data were derived.
 FD0374
 FD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE112168(NAD 83)
 FD0374_MARKER: DR = REFERENCE MARK DISK
 FD0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0374_STAMPING: PERSIMMON NO 2 1960
 FD0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0374+STABILITY: SURFACE MOTION
 FD0374
 FD0374  HISTORY     - Date     Condition        Report By
 FD0374  HISTORY     - 1960     MONUMENTED       CGS
 FD0374
 FD0374                          STATION DESCRIPTION
 FD0374
 FD0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0374'7.9 MI S FROM BRYANT.
 FD0374'THIS MARK IS LOCATED AT THE PERSIMMON 1960 STATION SITE, 64.3 FT.
 FD0374'WEST OF THE STATION MARK, 23 FT. NORTHWEST OF THE NORTHWEST
 FD0374'CORNER OF A BARN AND 1 FT. SOUTH OF A FENCE.  THE DISK IS SET
 FD0374'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0413 ***********************************************************************
 FD0413  DESIGNATION -  PETE
 FD0413  PID         -  FD0413
 FD0413  STATE/COUNTY-  TN/GILES
 FD0413  USGS QUAD   -  FRANKEWING (1982)
 FD0413
 FD0413                         *CURRENT SURVEY CONTROL
 FD0413  ___________________________________________________________________
 FD0413* NAD 83(1995)-  35 11 39.31266(N)    086 51 48.20857(W)     ADJUSTED  
 FD0413* NAVD 88     -       225.660  (meters)     740.35   (feet)  ADJUSTED  
 FD0413  ___________________________________________________________________
 FD0413  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FD0413  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0413  DYNAMIC HT  -         225.450 (meters)     739.66  (feet)  COMP
 FD0413  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FD0413
 FD0413  HORZ ORDER  -  SECOND
 FD0413  VERT ORDER  -  SECOND    CLASS 0
 FD0413
 FD0413.The horizontal coordinates were established by classical geodetic methods
 FD0413.and adjusted by the National Geodetic Survey in April 1999..
 FD0413
 FD0413.The orthometric height was determined by differential leveling
 FD0413.and adjusted by the National Geodetic Survey in June 1991..
 FD0413
 FD0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0413
 FD0413.The geoid height was determined by GEOID03.
 FD0413
 FD0413.The dynamic height is computed by dividing the NAVD 88
 FD0413.geopotential number by the normal gravity value computed on the
 FD0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0413.degrees latitude (g = 980.6199 gals.).
 FD0413
 FD0413.The modeled gravity was interpolated from observed gravity values.
 FD0413
 FD0413;                    North         East     Units Scale Factor Converg.
 FD0413;SPC TN       -    95,866.580   521,369.521   MT  1.00001031   -0 30 19.7
 FD0413;SPC TN       -   314,522.27  1,710,526.50   sFT  1.00001031   -0 30 19.7
 FD0413;UTM  16      - 3,894,593.931   512,436.245   MT  0.99960191   +0 04 43.4
 FD0413
 FD0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0413!SPC TN       -   0.99996892  x   1.00001031  =   0.99997923
 FD0413!UTM  16      -   0.99996892  x   0.99960191  =   0.99957085
 FD0413
 FD0413|---------------------------------------------------------------------|
 FD0413| PID    Reference Object                     Distance      Geod. Az  |
 FD0413|                                                           dddmmss.s |
 FD0413| FD0412 PETE RM 1                            10.589 METERS 15432     |
 FD0413| FD0421 ROUND                               APPROX. 1.0 KM 2624742.7 |
 FD0413| FD0414 PETE RM 2                             9.274 METERS 32758     |
 FD0413|---------------------------------------------------------------------|
 FD0413
 FD0413                          SUPERSEDED SURVEY CONTROL
 FD0413
 FD0413  NAD 83(1995)-  35 11 39.31455(N)    086 51 48.20823(W) AD(       ) 2
 FD0413  NAD 83(1995)-  35 11 39.31734(N)    086 51 48.21118(W) AD(       ) 2
 FD0413  NAD 83(1986)-  35 11 39.32139(N)    086 51 48.20950(W) AD(       ) 2
 FD0413  NAD 27      -  35 11 39.03600(N)    086 51 48.20190(W) AD(       ) 2
 FD0413  NGVD 29 (??/??/92)  225.635  (m)          740.27   (f) ADJ UNCH    2 0
 FD0413
 FD0413.Superseded values are not recommended for survey control.
 FD0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0413.See file dsdata.txt to determine how the superseded data were derived.
 FD0413
 FD0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1243694594(NAD 83)
 FD0413_MARKER: DS = TRIANGULATION STATION DISK
 FD0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0413_STAMPING: PETE 1960
 FD0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0413+STABILITY: SURFACE MOTION
 FD0413
 FD0413  HISTORY     - Date     Condition        Report By
 FD0413  HISTORY     - 1960     MONUMENTED       CGS
 FD0413  HISTORY     - 1960     GOOD             CGS
 FD0413
 FD0413                          STATION DESCRIPTION
 FD0413
 FD0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0413'THE STATION IS LOCATED ON THE SOUTHEAST EDGE OF A LEVEL FIELD ABOUT 8
 FD0413'MILES EAST OF PULASKI
 FD0413'AND 1.5 MILES WEST OF FRANKEWING.
 FD0413'
 FD0413'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEWING, GO SOUTHWEST
 FD0413'FOR 0.05 MILE TO U S
 FD0413'HIGHWAY 64, TURN RIGHT, WEST, FOR 1.1 MILES TO A
 FD0413'CROSSROAD, TURN RIGHT, NORTH,
 FD0413'FOR 0.2 MILE TO A FORK, FOLLOW THE
 FD0413'WOODS ROAD TO THE RIGHT FOR 0.15 MILE TO THE END
 FD0413'OF THE ROAD AND THE
 FD0413'STATION ON THE RIGHT ACROSS THE FENCE.
 FD0413'
 FD0413'THE STATION MARK IS 33 FEET WEST OF THE TRACK ROAD CENTER, 12 FEET
 FD0413'NORTHWEST OF OF LARGE MAPLE
 FD0413'TREE WITH THE FENCE FAST TO IT, 15 FEET EAST OF THE
 FD0413'EDGE OF THE FIELD, AND 2.5 FEET
 FD0413'SOUTH OF A WITNESS SIGN.  THE MARK IS
 FD0413'A STANDARD TRAVERSE DISK SET IN THE TOP OF A FLUSH
 FD0413'CONCRETE MONUMENT
 FD0413'AND STAMPED PETE 1960.
 FD0413'
 FD0413'REFERENCE MARK NO 1 IS 25 FEET WEST OF THE TRACK ROAD CENTER, 10 FEET
 FD0413'WEST OF THE FENCE AND 6
 FD0413'FEET EAST OF THE EDGE OF THE FIELD.  THE MARK IS A
 FD0413'STANDARD REFERENCE DISK SET IN THE
 FD0413'TOP OF A FLUSH CONCRETE MONUMENT
 FD0413'AND STAMPED PETE NO 1 1960.
 FD0413'
 FD0413'REFERENCE MARK NO 2 IS 21 FEET SOUTH OF A 14-INCH BEECH TREE, 18 FEET
 FD0413'EAST OF THE EDGE OF THE
 FD0413'FIELD AND 14 FEET WEST OF THE FENCE AND A LARGE CEDAR
 FD0413'STUMP.  THE MARK IS A STANDARD
 FD0413'REFERENCE DISK SET IN THE TOP OF A
 FD0413'FLUSH CONCRETE MONUMENT AND STAMPED PETE NO 2
 FD0413'1960.
 FD0413
 FD0413                          STATION RECOVERY (1960)
 FD0413
 FD0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0413'5.7 MI N FROM BUNKER HILL.
 FD0413'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0413'FOR 4.4 MILES, THEN 0.85 MILES SOUTHEAST ON U.S. HIGHWAY 64,
 FD0413'THEN 0.3 MILE NORTHEAST ON A GRAVELED ROAD TO A FORK, FOLLOW
 FD0413'THE WOODS ROAD TO THE RIGHT FOR 0.15 MILE TO THE END OF THE
 FD0413'ROAD.  THE STATION MARK IS 33 FT. WEST OF THE CENTER OF THE
 FD0413'WOODS ROAD, 12 FT. NORTHWEST OF A LARGE MAPLE TREE WITH THE
 FD0413'FENCE FAST TO IT, 15 FT. EAST OF THE EDGE OF THE FIELD, AND
 FD0413'2.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FD0413'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NOTE-- TO REACH
 FD0413'B.M. E 225, GO 0.15 MILE WEST ON THE TRACK ROAD TO THE GRAVEL
 FD0413'ROAD, THEN 0.4 MILE EAST ON THE GRAVELED ROAD, THEN 0.8 MILE
 FD0413'NORTHWEST ON A PAVED ROAD, THEN 0.7 MILE WEST ON A GRAVELED
 FD0413'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0412 ***********************************************************************
 FD0412  DESIGNATION -  PETE RM 1
 FD0412  PID         -  FD0412
 FD0412  STATE/COUNTY-  TN/GILES
 FD0412  USGS QUAD   -  FRANKEWING (1982)
 FD0412
 FD0412                         *CURRENT SURVEY CONTROL
 FD0412  ___________________________________________________________________
 FD0412* NAD 83(1986)-  35 11 39.     (N)    086 51 48.     (W)     SCALED    
 FD0412* NAVD 88     -       225.453  (meters)     739.67   (feet)  ADJUSTED  
 FD0412  ___________________________________________________________________
 FD0412  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0412  DYNAMIC HT  -         225.243 (meters)     738.98  (feet)  COMP
 FD0412  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FD0412
 FD0412  VERT ORDER  -  SECOND    CLASS 0
 FD0412
 FD0412.The horizontal coordinates were scaled from a topographic map and have
 FD0412.an estimated accuracy of +/- 6 seconds.
 FD0412
 FD0412.The orthometric height was determined by differential leveling
 FD0412.and adjusted by the National Geodetic Survey in June 1991..
 FD0412
 FD0412.The geoid height was determined by GEOID03.
 FD0412
 FD0412.The dynamic height is computed by dividing the NAVD 88
 FD0412.geopotential number by the normal gravity value computed on the
 FD0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0412.degrees latitude (g = 980.6199 gals.).
 FD0412
 FD0412.The modeled gravity was interpolated from observed gravity values.
 FD0412
 FD0412;                    North         East    Units  Estimated Accuracy
 FD0412;SPC TN       -    95,860.      521,380.      MT  (+/- 180 meters Scaled)
 FD0412
 FD0412                          SUPERSEDED SURVEY CONTROL
 FD0412
 FD0412  NGVD 29 (??/??/92)  225.427  (m)          739.59   (f) ADJ UNCH    2 0
 FD0412
 FD0412.Superseded values are not recommended for survey control.
 FD0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0412.See file dsdata.txt to determine how the superseded data were derived.
 FD0412
 FD0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED124945(NAD 83)
 FD0412_MARKER: DR = REFERENCE MARK DISK
 FD0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0412_STAMPING: PETE NO 1 1960
 FD0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0412+STABILITY: SURFACE MOTION
 FD0412
 FD0412  HISTORY     - Date     Condition        Report By
 FD0412  HISTORY     - 1960     MONUMENTED       CGS
 FD0412
 FD0412                          STATION DESCRIPTION
 FD0412
 FD0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0412'5.7 MI N FROM BUNKER HILL.
 FD0412'THIS MARK IS LOCATED AT THE PETE 1960 SITE, 34.7 FT. NORTH OF
 FD0412'THE STATION MARK, 25 FT. WEST OF THE CENTER OF THE TRACK ROAD,
 FD0412'10 FT. WEST OF THE FENCE AND 6 FT. EAST OF THE EDGE OF THE
 FD0412'FIELD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0412'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0414 ***********************************************************************
 FD0414  DESIGNATION -  PETE RM 2
 FD0414  PID         -  FD0414
 FD0414  STATE/COUNTY-  TN/GILES
 FD0414  USGS QUAD   -  FRANKEWING (1982)
 FD0414
 FD0414                         *CURRENT SURVEY CONTROL
 FD0414  ___________________________________________________________________
 FD0414* NAD 83(1986)-  35 11 39.     (N)    086 51 48.     (W)     SCALED    
 FD0414* NAVD 88     -       225.720  (meters)     740.55   (feet)  ADJUSTED  
 FD0414  ___________________________________________________________________
 FD0414  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0414  DYNAMIC HT  -         225.510 (meters)     739.86  (feet)  COMP
 FD0414  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FD0414
 FD0414  VERT ORDER  -  SECOND    CLASS 0
 FD0414
 FD0414.The horizontal coordinates were scaled from a topographic map and have
 FD0414.an estimated accuracy of +/- 6 seconds.
 FD0414
 FD0414.The orthometric height was determined by differential leveling
 FD0414.and adjusted by the National Geodetic Survey in June 1991..
 FD0414
 FD0414.The geoid height was determined by GEOID03.
 FD0414
 FD0414.The dynamic height is computed by dividing the NAVD 88
 FD0414.geopotential number by the normal gravity value computed on the
 FD0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0414.degrees latitude (g = 980.6199 gals.).
 FD0414
 FD0414.The modeled gravity was interpolated from observed gravity values.
 FD0414
 FD0414;                    North         East    Units  Estimated Accuracy
 FD0414;SPC TN       -    95,860.      521,380.      MT  (+/- 180 meters Scaled)
 FD0414
 FD0414                          SUPERSEDED SURVEY CONTROL
 FD0414
 FD0414  NGVD 29 (??/??/92)  225.694  (m)          740.46   (f) ADJ UNCH    2 0
 FD0414
 FD0414.Superseded values are not recommended for survey control.
 FD0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0414.See file dsdata.txt to determine how the superseded data were derived.
 FD0414
 FD0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED124945(NAD 83)
 FD0414_MARKER: DR = REFERENCE MARK DISK
 FD0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0414_STAMPING: PETE NO 2 1960
 FD0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0414+STABILITY: SURFACE MOTION
 FD0414
 FD0414  HISTORY     - Date     Condition        Report By
 FD0414  HISTORY     - 1960     MONUMENTED       CGS
 FD0414
 FD0414                          STATION DESCRIPTION
 FD0414
 FD0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0414'5.7 MI N FROM BUNKER HILL.
 FD0414'THIS MARK IS LOCATED AT THE PETE 1960 STATION SITE, 30.4 FT.
 FD0414'NORTH OF THE STATION MARK, 21 FT. SOUTH OF A 14-INCH BEECH
 FD0414'TREE, 18 FT. EAST OF THE EDGE OF THE FIELD AND 14 FT. WEST
 FD0414'OF THE FENCE AND A LARGE CEDAR STUMP.  THE DISK IS SET IN TOP
 FD0414'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2371 ***********************************************************************
 GB2371  DESIGNATION -  PETERMAN
 GB2371  PID         -  GB2371
 GB2371  STATE/COUNTY-  TN/CLAY
 GB2371  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2371
 GB2371                         *CURRENT SURVEY CONTROL
 GB2371  ___________________________________________________________________
 GB2371* NAD 83(1995)-  36 31 20.13331(N)    085 28 41.48607(W)     ADJUSTED  
 GB2371* NAVD 88     -       317.3    (meters)    1041.     (feet)  VERTCON   
 GB2371  ___________________________________________________________________
 GB2371  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GB2371  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB2371
 GB2371  HORZ ORDER  -  SECOND
 GB2371
 GB2371.The horizontal coordinates were established by classical geodetic methods
 GB2371.and adjusted by the National Geodetic Survey in April 1999..
 GB2371
 GB2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2371
 GB2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2371
 GB2371.The geoid height was determined by GEOID03.
 GB2371
 GB2371;                    North         East     Units Scale Factor Converg.
 GB2371;SPC TN       -   242,990.753   646,736.830   MT  1.00002043   +0 18 19.8
 GB2371;SPC TN       -   797,212.16  2,121,835.75   sFT  1.00002043   +0 18 19.8
 GB2371;UTM  16      - 4,042,954.192   636,251.742   MT  0.99982872   +0 54 21.0
 GB2371
 GB2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2371!SPC TN       -   0.99995499  x   1.00002043  =   0.99997542
 GB2371!UTM  16      -   0.99995499  x   0.99982872  =   0.99978371
 GB2371
 GB2371|---------------------------------------------------------------------|
 GB2371| PID    Reference Object                     Distance      Geod. Az  |
 GB2371|                                                           dddmmss.s |
 GB2371| CG6303 PETERMAN RM 1                        22.028 METERS 02455     |
 GB2371| CG6304 PETERMAN RM 2                        20.399 METERS 17028     |
 GB2371| CG6302 PETERMAN AZ MK                                     1950614.4 |
 GB2371| GB2372 POLE                                APPROX. 4.7 KM 3410540.4 |
 GB2371|---------------------------------------------------------------------|
 GB2371
 GB2371                          SUPERSEDED SURVEY CONTROL
 GB2371
 GB2371  NAD 83(1995)-  36 31 20.13398(N)    085 28 41.48656(W) AD(       ) 2
 GB2371  NAD 83(1995)-  36 31 20.14248(N)    085 28 41.49080(W) AD(       ) 2
 GB2371  NAD 83(1986)-  36 31 20.14405(N)    085 28 41.49038(W) AD(       ) 2
 GB2371  NAD 27      -  36 31 19.92100(N)    085 28 41.60300(W) AD(       ) 2
 GB2371  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG       
 GB2371
 GB2371.Superseded values are not recommended for survey control.
 GB2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2371.See file dsdata.txt to determine how the superseded data were derived.
 GB2371
 GB2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3625242954(NAD 83)
 GB2371_MARKER: DS = TRIANGULATION STATION DISK
 GB2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2371
 GB2371  HISTORY     - Date     Condition        Report By
 GB2371  HISTORY     - 1949     MONUMENTED       CGS
 GB2371  HISTORY     - 1966     GOOD             TNHD
 GB2371
 GB2371                          STATION DESCRIPTION
 GB2371
 GB2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2371'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CELINA AND 0.5 MILE
 GB2371'NORTHEAST OF STATE HIGHWAY 52. IT IS ON THE NORTHEAST END OF A HIGH
 GB2371'RIDGE 75 FEET EAST OF A 12 INCH BEECH TREE WITH A TRIANGLE BLAZE ON
 GB2371'THE NORTH SIDE, 56 FEET NORTH OF A 10 INCH GUM TREE AND 5 FEET
 GB2371'NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE
 GB2371'DISK IS STAMPED PETERMAN 1949.
 GB2371'
 GB2371'REFERENCE MARK NO.1 IS ON THE NORTHEAST END OF THE RIDGE. THE MARK IS
 GB2371'FLUSH AND THE DISK IS STAMPED PETERMAN NO 1 1949.
 GB2371'
 GB2371'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF THE GUM TREE. THE MARK
 GB2371'PROJECTS 5 INCHES AND THE DISK IS STAMPED PETERMAN NO 2 1949.
 GB2371'
 GB2371'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF STATE HIGHWAY 52, 20
 GB2371'FEET EAST OF A POWER POLE, 2 FEET SOUTH OF A WHITE WITNESS POST
 GB2371'AND 1 FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 GB2371'DISK IS STAMPED PETERMAN 1949.
 GB2371'
 GB2371'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 52 AND
 GB2371'53, 1 MILE SOUTH OF CELINA, GO SOUTHEAST ON HIGHWAY 52 FOR 2.2 MILES
 GB2371'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHEAST ON
 GB2371'THE HIGHWAY FOR ABOUT 100 FEET TO A WOODS ROAD ON THE LEFT, TURN
 GB2371'LEFT AND FOLLOW THE WOODS ROAD FOR 0.45 MILE TO THE TOP OF A HIGH
 GB2371'RIDGE AND THE STATION AS DESCRIBED.
 GB2371'
 GB2371'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2371
 GB2371                          STATION RECOVERY (1966)
 GB2371
 GB2371'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2371'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 GB2371'GOOD CONDITION. THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO
 GB2371'BE UNDER A ROADWAY FILL. A SLIGHT DISCREPANCY WAS NOTED IN THE
 GB2371'DISTANCE TO BOTH REFERENCE MARKS. A COMPLETE NEW DESCRIPTION
 GB2371'FOLLOWS.
 GB2371'
 GB2371'THE STATION IS LOCATED ATOP THE NORTHEAST END OF A RIDGE ABOUT 2-1/2
 GB2371'MILES SOUTHEAST OF CELINA.
 GB2371'
 GB2371'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 GB2371'ROUTE 53, ABOUT 1-1/2 MILES SOUTH OF CELINA, GO EASTERLY ON
 GB2371'STATE ROUTE 52 FOR 2.0 MILES TO A DRIVE, AT A FRAME HOUSE ON THE
 GB2371'LEFT. TURN LEFT AND FOLLOW THE DRIVE, THEN TRACK ROAD,
 GB2371'NORTHEASTERLY, PASSING THROUGH TWO GATES, FOR 0.35 MILE TO A POINT
 GB2371'WHERE THE TRACK ROAD GOES UPHILL THROUGH THE WOODS. BEAR RIGHT AND
 GB2371'FOLLOW THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 GB2371'STATION.
 GB2371'
 GB2371'THE STATION IS 126 FEET NORTHEAST OF A 30-INCH BEECH TREE WITH A
 GB2371'TRIANGULAR BLAZE. THE SURFACE MARK IS A STANDARD U.S.C. AND G.S.
 GB2371'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2371'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GB2371'STAMPED PETERMAN 1949.
 GB2371'
 GB2371'REFERENCE MARK NO. 1 IS 20 FEET NORTHWEST OF A TWIN-TRUNKED HICKORY
 GB2371'TREE AND 5.4 FEET EAST OF A 12-INCH HICKORY TREE WITH A TWISTED
 GB2371'TRUNK. THE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET
 GB2371'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2371'DISK IS STAMPED PETERMAN NO 1 1949.
 GB2371'
 GB2371'REFERENCE MARK NO. 2 IS 12.7 FEET SOUTHEAST OF A 12-INCH ELM TREE.
 GB2371'THE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE
 GB2371'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 GB2371'INCHES AND THE DISK IS STAMPED PETERMAN NO 2 1966.
 GB2371'
 GB2371'TRAVERSE STATION POLE WILL SERVE AS AZIMUTH MARK, SEE DESCRIPTION
 GB2371'THEREOF.
 GB2371'
 GB2371'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2371'
 GB2371'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1673 ***********************************************************************
 FC1673  DESIGNATION -  PHILADELPHIA HOSIERY MILL TANK
 FC1673  PID         -  FC1673
 FC1673  STATE/COUNTY-  TN/LOUDON
 FC1673  USGS QUAD   -  PHILADELPHIA (1974)
 FC1673
 FC1673                         *CURRENT SURVEY CONTROL
 FC1673  ___________________________________________________________________
 FC1673* NAD 83(1995)-  35 40 37.36178(N)    084 24 16.52514(W)     ADJUSTED  
 FC1673* NAVD 88     -                                                        
 FC1673  ___________________________________________________________________
 FC1673  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FC1673  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC1673
 FC1673  HORZ ORDER  -  THIRD
 FC1673
 FC1673.The horizontal coordinates were established by classical geodetic methods
 FC1673.and adjusted by the National Geodetic Survey in April 1999..
 FC1673
 FC1673
 FC1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1673
 FC1673.The geoid height was determined by GEOID03.
 FC1673
 FC1673;                    North         East     Units Scale Factor Converg.
 FC1673;SPC TN       -   150,260.600   744,418.924   MT  0.99995214   +0 56 02.5
 FC1673;SPC TN       -   492,979.99  2,442,314.42   sFT  0.99995214   +0 56 02.5
 FC1673;UTM  16      - 3,951,233.029   734,894.022   MT  1.00027996   +1 30 51.8
 FC1673
 FC1673                          SUPERSEDED SURVEY CONTROL
 FC1673
 FC1673  NAD 83(1995)-  35 40 37.36795(N)    084 24 16.52462(W) AD(       ) 4
 FC1673  NAD 83(1986)-  35 40 37.37311(N)    084 24 16.52297(W) AD(       ) 4
 FC1673  NAD 27      -  35 40 37.10000(N)    084 24 16.79000(W) AD(       ) 3
 FC1673
 FC1673.Superseded values are not recommended for survey control.
 FC1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1673.See file dsdata.txt to determine how the superseded data were derived.
 FC1673
 FC1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3489451233(NAD 83)
 FC1673_MARKER: 51 = TANK
 FC1673
 FC1673  HISTORY     - Date     Condition        Report By
 FC1673  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1673
 FC1673                          STATION DESCRIPTION
 FC1673
 FC1673'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2385 ***********************************************************************
 GB2385  DESIGNATION -  PHILLIPS
 GB2385  PID         -  GB2385
 GB2385  STATE/COUNTY-  TN/OVERTON
 GB2385  USGS QUAD   -  OBEY CITY (1974)
 GB2385
 GB2385                         *CURRENT SURVEY CONTROL
 GB2385  ___________________________________________________________________
 GB2385* NAD 83(1995)-  36 11 57.93757(N)    085 14 20.95291(W)     ADJUSTED  
 GB2385* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 GB2385  ___________________________________________________________________
 GB2385  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 GB2385  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB2385
 GB2385  HORZ ORDER  -  SECOND
 GB2385
 GB2385.The horizontal coordinates were established by classical geodetic methods
 GB2385.and adjusted by the National Geodetic Survey in April 1999..
 GB2385
 GB2385.The orthometric height was scaled from a topographic map.
 GB2385
 GB2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2385
 GB2385.The geoid height was determined by GEOID03.
 GB2385
 GB2385;                    North         East     Units Scale Factor Converg.
 GB2385;SPC TN       -   207,309.127   668,424.751   MT  0.99996867   +0 26 43.5
 GB2385;SPC TN       -   680,146.69  2,192,990.20   sFT  0.99996867   +0 26 43.5
 GB2385;UTM  16      - 4,007,505.156   658,307.974   MT  0.99990879   +1 02 24.6
 GB2385
 GB2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2385!SPC TN       -   0.99991091  x   0.99996867  =   0.99987959
 GB2385!UTM  16      -   0.99991091  x   0.99990879  =   0.99981971
 GB2385
 GB2385|---------------------------------------------------------------------|
 GB2385| PID    Reference Object                     Distance      Geod. Az  |
 GB2385|                                                           dddmmss.s |
 GB2385| CG6316 PHILLIPS RM 3                         7.177 METERS 04824     |
 GB2385| GB2383 PUTNAM                              APPROX.10.1 KM 1744244.4 |
 GB2385| CG6314 PHILLIPS RM 1                        33.915 METERS 21547     |
 GB2385| CG6313 PHILLIPS AZ MK                                     2212226.4 |
 GB2385| CG6315 PHILLIPS RM 2                        23.528 METERS 30422     |
 GB2385| CG6317 PHILLIPS RM 4                         5.158 METERS 35238     |
 GB2385|---------------------------------------------------------------------|
 GB2385
 GB2385                          SUPERSEDED SURVEY CONTROL
 GB2385
 GB2385  NAD 83(1995)-  36 11 57.93994(N)    085 14 20.95512(W) AD(       ) 2
 GB2385  NAD 83(1995)-  36 11 57.94470(N)    085 14 20.95528(W) AD(       ) 2
 GB2385  NAD 83(1986)-  36 11 57.95047(N)    085 14 20.95540(W) AD(       ) 2
 GB2385  NAD 27      -  36 11 57.72500(N)    085 14 21.06700(W) AD(       ) 2
 GB2385
 GB2385.Superseded values are not recommended for survey control.
 GB2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2385.See file dsdata.txt to determine how the superseded data were derived.
 GB2385
 GB2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5830807505(NAD 83)
 GB2385_MARKER: DS = TRIANGULATION STATION DISK
 GB2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2385
 GB2385  HISTORY     - Date     Condition        Report By
 GB2385  HISTORY     - 1935     MONUMENTED       CGS
 GB2385  HISTORY     - 1970     GOOD             TVA
 GB2385  HISTORY     - 1971     GOOD             NGS
 GB2385
 GB2385                          STATION DESCRIPTION
 GB2385
 GB2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2385'STATION IS 4-1/4 MILES NNE OF MONTEREY, 16-1/2 MILES E OF COOKEVILLE,
 GB2385'ON A HIGH HUMP ON THE N END OF RIDGE, ON THE HEADWATERS OF THE
 GB2385'W FORK OF THE OBEY RIVER, ON THE PROPERTY OF MR. J.G. PHILLIPS OF
 GB2385'BROTHERTON, TENNESSEE.
 GB2385'
 GB2385'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2385'DISKS SET IN CONCRETE.
 GB2385'
 GB2385'STATION MARK IS ON THE CREST OF A HEAVILY WOODED RIDGE, 54 FEET E OF
 GB2385'CENTER LINE OF SETTLEMENT ROAD, 23.9 FEET W OF THE CENTER OF A
 GB2385'20-INCH GUM TREE, WITH A TRIANGULAR BLAZE, 7-1/2 FEET NNE OF A 4-INCH
 GB2385'OAK, WITH A VERTICAL BLAZE, AND 24.9 FEET SSW OF A 6-INCH OAK.
 GB2385'MARK PROJECTS 4 INCHES.
 GB2385'
 GB2385'REFERENCE MARK NO. 1 IS SW OF STATION, 5 YARDS E OF CENTER LINE OF
 GB2385'ROAD, AND PROJECTS 4 INCHES.
 GB2385'
 GB2385'REFERENCE MARK NO. 2 IS NW OF STATION, 2-1/2 YARDS W OF CENTER LINE
 GB2385'OF ROAD, AND PROJECTS 8 INCHES.
 GB2385'
 GB2385'AZIMUTH MARK IS SW OF STATION ABOUT 40 YARDS S OF HOUSE OCCUPIED BY
 GB2385'MR. TINCH, AND 5 YARDS W OF CENTER LINE OF ROAD AND PROJECTS 6
 GB2385'INCHES.
 GB2385'
 GB2385'AZIMUTH MARK IS V.G. WITH MODERATE CLEARING.
 GB2385'
 GB2385'TO REACH FROM THE POST OFFICE IN MONTEREY, GO SE ONE BLOCK, TURN LEFT
 GB2385'AND GO 1.85 MILES TO T-ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO
 GB2385'T-INTERSECTION, TURN LEFT AND GO 0.1 MILE TO FORKS AT A LOG CHRUCH,
 GB2385'BEAR RIGHT AND GO 2.0 MILES TO A T-ROAD RIGHT.  CONTINUE STRAIGHT
 GB2385'AND GO 1.3 MILES TO FORKS, BEAR RIGHT AND GO 0.3 MILE TO HIGHEST
 GB2385'POINT OF RIDGE AND STATION ON THE RIGHT.
 GB2385'
 GB2385'A 64-FOOT TOWER REQUIRED.
 GB2385
 GB2385                          STATION RECOVERY (1970)
 GB2385
 GB2385'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1970 (JTL)
 GB2385'STATION FOUND IN GOOD CONDITION.
 GB2385'
 GB2385'REF. MARK NO. 1 OK.
 GB2385'
 GB2385'REF. MARK NO. 2 DESTROYED.
 GB2385'
 GB2385'AZ. MARK BELIEVED DESTROYED-SEARCHED FOR BUT NOT FOUND.
 GB2385
 GB2385                          STATION RECOVERY (1971)
 GB2385
 GB2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2385'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB2385'RECOVERED IN APPARENT GOOD CONDITION, HOWEVER, THE AZIMUTH MARK
 GB2385'IS NOW OBSTRUCTED BY HEAVY TIMBER.  A THOROUGH SEARCH WAS MADE FOR
 GB2385'REFERENCE MARK NO. 2, BUT IT COULD NOT BE FOUND AND IS THOUGHT TO
 GB2385'HAVE BEEN DESTROYED BY GRADING AT THE SITE.  TWO NEW REFERENCE MARKS
 GB2385'NO. 3 AND NO. 4 WERE ESTABLISHED AND THE HORIZONTAL ANGLE
 GB2385'OBSERVED TO THEM FROM THE OLD REFERENCE MARK NO. 1.  VERTICAL ANGLES
 GB2385'WERE OBSERVED UPON REFERENCE MARK NO. 1 AND SLOPE DISTANCE MEASURED.
 GB2385'WHEN REDUCED TO HORIZONTAL A DISCREPANCY OF - 0.08 OF A FOOT WAS
 GB2385'NOTED.
 GB2385'
 GB2385'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2385'
 GB2385'THE STATION IS ABOUT 16-1/2 MILES EAST OF COOKEVILLE AND 4-1/2 MILES
 GB2385'NORTH-NORTHEAST OF MONTEREY, ON TENNESSEE STATE PROPERTY AT THE
 GB2385'SITE OF THE SEAHORN NC 15 FOREST LOOKOUT TOWER.
 GB2385'
 GB2385'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE
 GB2385'ROUTES 84 AND 164 JUST WEST OF THE CITY HALL AND FIRE STATION IN
 GB2385'MONTEREY, GO NORTHEAST AND EASTERLY ON STATE ROUTE 164 (THIS IS
 GB2385'CHESTNUT STREET WITHIN THE CITY LIMITS), FOR 1.9 MILES TO A SMALL
 GB2385'LAKE ON THE LEFT AND AN OILED T ROAD LEFT JUST EAST OF THE LAKE.
 GB2385'HERE TURN LEFT AND GO NORTHERLY FOR 2.2 MILES TO WHERE THE OILED
 GB2385'ROAD BEARS SHARP RIGHT AND A GRAVELED ROAD CONTINUES BEARING TO THE
 GB2385'LEFT.  HERE BEAR LEFT ON THE GRAVELED ROAD AND GO WEST, NORTH, AND
 GB2385'NORTHEASTERLY ON VERY WINDING ROAD FOR 1.55 MILES TO THE FIRE TOWER
 GB2385'AND STATION ON THE RIGHT AS DESCRIBED.
 GB2385'
 GB2385'THE STATION IS 133 FEET NORTHEAST OF THE CENTER OF A CABLE GATE, 124
 GB2385'FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB2385'ROAD, 124 FEET NORTH-NORTHEAST OF POWERLINE TRANSFORMER POLE NO.
 GB2385'F15PT13M20, 105 FEET EAST-SOUTHEAST OF A BABLE FENCE, 74 FEET NORTH
 GB2385'OF THE NORTHWEST CORNER OF A SMALL EQUIPMENT SHED, 25 FEET WEST OF A
 GB2385'12-INCH RED OAK TREE, 23.6 SOUTHWEST OF THE SOUTHEAST LEG OF THE
 GB2385'LOOKOUT TOWER, 17.3 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT
 GB2385'TOWER, AND IN A TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP OF
 GB2385'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 GB2385'DISK IS STAMPED PHILLIPS 1935.
 GB2385'
 GB2385'REFERENCE MARK NO. 1 IS 80 FEET WEST OF THE SOUTHWEST CORNER OF A
 GB2385'SMALL EQUIPMENT SHED, 58 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 GB2385'CENTER OF THE GRAVELED ROAD, 25 FEET EAST OF THE APPROXIMATE CENTER
 GB2385'OF THE CABLE GATE, 13 FEET NORTH OF POWERLINE TRANSFORMER POLE
 GB2385'NO. F15PT13M20, 10.5 FEET NORTH OF A CABLE FENCE, AND 1.1 FEET
 GB2385'NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GB2385'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5
 GB2385'INCHES AND THE DISK IS STAMPED PHILLIPS NO. 1 1935.
 GB2385'
 GB2385'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB2385'THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR THE SOUTHEAST LEG OF
 GB2385'THE LOOKOUT TOWER, ABOUT THE SAME ELEVATION AS THE STATION, AND THE
 GB2385'DISK IS STAMPED PHILLIPS 1935 NO 3 1971.
 GB2385'
 GB2385'REFERENCE MARK NO. 4 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB2385'THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE SOUTHWEST LEG OF
 GB2385'THE LOOKOUT TOWER, ABOUT THE SAME ELEVATION AS THE STATION, AND THE
 GB2385'DISK IS STAMPED PHILLIPS 1935 NO 4 1971.
 GB2385'
 GB2385'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GB2385'REFERENCE MARK NO. 4 IS 19.81 FEET- 6.036 METERS.
 GB2385'
 GB2385'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE SOUTHWEST OF THE STATION, 96
 GB2385'FEET NORTH OF A GUYED POWERLINE TRANSFORMER POLE, 44.5 FEET
 GB2385'SOUTH-SOUTHWEST OF A UTILITY POLE, 15 FEET WEST OF THE APPROXIMATE
 GB2385'CENTER OF A GRAVELED DRIVEWAY, 1.4 FEET NORTH OF A NORTHEAST
 GB2385'FENCE CORNER POST, 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN,
 GB2385'AND NEAR THE SOUTHEAST CORNER OF A SMALL GARDEN PLOT.  IT IS A
 GB2385'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GB2385'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GB2385'PHILLIPS AZI 1935.
 GB2385'
 GB2385'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON A
 GB2385'GRAVELED ROAD FOR 0.45 OF A MILE TO AND OLD ABANDONED HOUSE AND A
 GB2385'GRAVELED DRIVE DRIVEWAY SHARP RIGHT, HERE TURN SHARP RIGHT ON THIS
 GB2385'DRIVEWAY AND GO NORTHEASTERLY FOR ABOUT 0.1 OF A MILE TO THE MARK
 GB2385'ON THE LEFT AS DESCRIBED.
 GB2385'
 GB2385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 4.25 MILES NNE
 GB2385'OF MONTERAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9832 ***********************************************************************
 AI9832  SACS        -  This is a Secondary Airport Control Station.
 AI9832  DESIGNATION -  PHT A
 AI9832  PID         -  AI9832
 AI9832  STATE/COUNTY-  TN/HENRY
 AI9832  USGS QUAD   -  OSAGE (1985)
 AI9832
 AI9832                         *CURRENT SURVEY CONTROL
 AI9832  ___________________________________________________________________
 AI9832* NAD 83(1995)-  36 20 05.78250(N)    088 23 03.67147(W)     ADJUSTED  
 AI9832* NAVD 88     -       173.10   (meters)     567.9    (feet)  GPS OBS   
 AI9832  ___________________________________________________________________
 AI9832  X           -     145,038.262 (meters)                     COMP
 AI9832  Y           -  -5,142,137.198 (meters)                     COMP
 AI9832  Z           -   3,758,281.039 (meters)                     COMP
 AI9832  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AI9832  ELLIP HEIGHT-         144.78  (meters)          (02/20/01) GPS OBS
 AI9832  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AI9832
 AI9832  HORZ ORDER  -  FIRST
 AI9832  ELLP ORDER  -  SECOND    CLASS I
 AI9832
 AI9832.This mark is at Henry County Airport (PHT)
 AI9832
 AI9832.The horizontal coordinates were established by GPS observations
 AI9832.and adjusted by the National Geodetic Survey in February 2001..
 AI9832
 AI9832.The orthometric height was determined by GPS observations and a
 AI9832.high-resolution geoid model.
 AI9832
 AI9832.GPS derived orthometric heights for airport stations designated as
 AI9832.PACS or SACS are published to 2 decimal places.  This maintains
 AI9832.centimeter relative accuracy between the PACS and SACS.  It does
 AI9832.not indicate centimeter accuracy relative to other marks which are
 AI9832.part of the NAVD 88 network.
 AI9832
 AI9832.Photographs are available for this station.
 AI9832
 AI9832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9832
 AI9832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9832
 AI9832.The ellipsoidal height was determined by GPS observations
 AI9832.and is referenced to NAD 83.
 AI9832
 AI9832.The geoid height was determined by GEOID03.
 AI9832
 AI9832;                    North         East     Units Scale Factor Converg.
 AI9832;SPC TN       -   224,687.326   385,954.728   MT  0.99998653   -1 23 45.2
 AI9832;SPC TN       -   737,161.67  1,266,253.14   sFT  0.99998653   -1 23 45.2
 AI9832;UTM  16      - 4,021,988.605   375,757.631   MT  0.99979019   -0 49 13.2
 AI9832
 AI9832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9832!SPC TN       -   0.99997728  x   0.99998653  =   0.99996381
 AI9832!UTM  16      -   0.99997728  x   0.99979019  =   0.99976747
 AI9832
 AI9832                          SUPERSEDED SURVEY CONTROL
 AI9832
 AI9832.No superseded survey control is available for this station.
 AI9832
 AI9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7575821989(NAD 83)
 AI9832_MARKER: DD = SURVEY DISK
 AI9832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9832_STAMPING: PHT A
 AI9832_MARK LOGO: NGS   
 AI9832_PROJECTION: FLUSH
 AI9832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9832+STABILITY: SURFACE MOTION
 AI9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9832+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9832_ROD/PIPE-DEPTH: 1    meters
 AI9832
 AI9832  HISTORY     - Date     Condition        Report By
 AI9832  HISTORY     - 1996     MONUMENTED       LOWE
 AI9832
 AI9832                          STATION DESCRIPTION
 AI9832
 AI9832'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9832'THE STATION IS LOCATED ABOUT 5.95 KM (3.70 MI) NORTHEAST OF PARIS AT
 AI9832'THE PARIS-HENRY COUNTY AIRPORT. HENRY COUNTY AIRPORT IS
 AI9832'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9832'RICHARD BATTLES (THE POINT OF CONTACT) WHO CAN BE REACHED AT
 AI9832'BATTLES AG SERVICE, TELEPHONE NUMBER 901-642-7676, BEFORE ENTERING
 AI9832'THE FIELD.
 AI9832' 
 AI9832'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS, GO WEST 1.29
 AI9832'KM (0.80 MI) ON STATE HIGHWAY 54 TO THE JUNCTION WITH STATE HIGHWAY
 AI9832'69, TURN RIGHT AND GO NORTH AND NORTHWEST 5.79 KM (3.60 MI) TO THE
 AI9832'AIRPORT ENTRANCE ROAD. TURN LEFT, ON THE ENTRANCE ROAD, AND GO
 AI9832'WEST 0.32 KM (0.20 MI) TO THE AIRPORT OFFICE ON THE RIGHT AND GATE ON
 AI9832'THE LEFT. PASS THROUGH THE GATE AND GO WEST 0.32 KM (0.20 MI) ALONG
 AI9832'THE TAXIWAY TO THE JUNCTION WITH ANOTHER TAXIWAY. TURN LEFT AND
 AI9832'GO SOUTH 0.56 KM (0.35 MI), ALONG THE SECOND TAXIWAY, TO THE STATION
 AI9832'ON THE RIGHT.
 AI9832' 
 AI9832'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9832'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9832'NGS
 AI9832'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9832'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9832'FROM THE BOTTOM OF THE PIPE. THE STATION IS EAST 36.4 M (119.4 FT)
 AI9832'FROM THE CENTERLINE OF RUNWAY 2, NORTH 34.1 M (111.9 FT) FROM THE
 AI9832'CENTERLINE OF A TAXIWAY CROSSOVER RAMP, WEST 24.9 M (81.7 FT) FROM
 AI9832'THE CENTERLINE OF THE TAXIWAY, AND WEST-SOUTHWEST 12.9 M (42.3 FT)
 AI9832'FROM THE SOUTHWEST CORNER OF A CONCRETE HEADWALL FOR A METAL
 AI9832'CULVERT UNDER THE TAXIWAY.THIS STATION IS DESIGNATED A SECONDARY
 AI9832'AIRPORT CONTROL STATION.
 AI9832' 
 AI9832'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2742 ***********************************************************************
 FE2742  CBN         -  This is a Cooperative Base Network Control Station.
 FE2742  DESIGNATION -  PICKWICK DME N TOPO CENTER
 FE2742  PID         -  FE2742
 FE2742  STATE/COUNTY-  TN/HARDIN
 FE2742  USGS QUAD   -  SAVANNAH (1991)
 FE2742
 FE2742                         *CURRENT SURVEY CONTROL
 FE2742  ___________________________________________________________________
 FE2742* NAD 83(1995)-  35 08 20.50156(N)    088 14 51.81051(W)     ADJUSTED  
 FE2742* NAVD 88     -       152.6    (meters)     501.     (feet)  GPS OBS   
 FE2742  ___________________________________________________________________
 FE2742  X           -     159,669.168 (meters)                     COMP
 FE2742  Y           -  -5,219,225.167 (meters)                     COMP
 FE2742  Z           -   3,650,562.794 (meters)                     COMP
 FE2742  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 FE2742  ELLIP HEIGHT-         125.08  (meters)          (12/14/95) GPS OBS
 FE2742  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE2742
 FE2742  HORZ ORDER  -  B
 FE2742  ELLP ORDER  -  FIRST     CLASS II
 FE2742
 FE2742.The horizontal coordinates were established by GPS observations
 FE2742.and adjusted by the National Geodetic Survey in December 1995..
 FE2742
 FE2742.The orthometric height was determined by GPS observations and a
 FE2742.high-resolution geoid model.
 FE2742
 FE2742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2742
 FE2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2742
 FE2742.The ellipsoidal height was determined by GPS observations
 FE2742.and is referenced to NAD 83.
 FE2742
 FE2742.The geoid height was determined by GEOID03.
 FE2742
 FE2742;                    North         East     Units Scale Factor Converg.
 FE2742;SPC TN       -    91,745.000   395,170.569   MT  1.00002144   -1 18 57.3
 FE2742;SPC TN       -   301,000.05  1,296,488.78   sFT  1.00002144   -1 18 57.3
 FE2742;UTM  16      - 3,889,173.358   386,332.872   MT  0.99975923   -0 43 05.6
 FE2742
 FE2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2742!SPC TN       -   0.99998037  x   1.00002144  =   1.00000181
 FE2742!UTM  16      -   0.99998037  x   0.99975923  =   0.99973960
 FE2742
 FE2742                          SUPERSEDED SURVEY CONTROL
 FE2742
 FE2742  NAD 83(1995)-  35 08 20.50145(N)    088 14 51.80998(W) AD(       ) B
 FE2742  ELLIP H (09/07/90)  125.07   (m)                       GP(       ) 4 1
 FE2742  NAD 83(1986)-  35 08 20.50973(N)    088 14 51.80913(W) AD(       ) 3
 FE2742  NAD 27      -  35 08 20.23189(N)    088 14 51.63812(W) AD(       ) 3
 FE2742  NGVD 29 (12/04/92)  152.6    (m)          501.     (f) GPS OBS        
 FE2742
 FE2742.Superseded values are not recommended for survey control.
 FE2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2742.See file dsdata.txt to determine how the superseded data were derived.
 FE2742
 FE2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8633389173(NAD 83)
 FE2742_MARKER: DD = SURVEY DISK
 FE2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2742_SP_SET: CONCRETE POST
 FE2742_STAMPING: PICKWICK DME NORTH TOPO. CENTER 1975
 FE2742_MARK LOGO: USE   
 FE2742_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2742+STABILITY: SURFACE MOTION
 FE2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2742+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 FE2742
 FE2742  HISTORY     - Date     Condition        Report By
 FE2742  HISTORY     - 1975     MONUMENTED       DMA
 FE2742  HISTORY     - 1975     GOOD             DMA
 FE2742  HISTORY     - 1987     GOOD             DMA
 FE2742  HISTORY     - 1988     GOOD             NGS
 FE2742  HISTORY     - 19900213 GOOD             ALHD
 FE2742  HISTORY     - 19950619 GOOD             NGS
 FE2742
 FE2742                          STATION DESCRIPTION
 FE2742
 FE2742'DESCRIBED BY DEFENSE MAP AGENCY 1975
 FE2742'THE STATION IS A STANDARD DMA DISK
 FE2742'STAMPED---PICKWICK DME NORTH TOPO, CENTER 1975---,
 FE2742'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2742'24 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 FE2742'37.3 METERS (129.0 FT) SOUTH FROM THE CENTERLINE OF ROAD D031,
 FE2742'47.5 METERS (156.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 FE2742'A SMALL BUILDING,
 FE2742'33.5 METERS (109.8 FT) SOUTH FROM THE BASE OF A LONE CEDAR TREE, AND
 FE2742'16.9 METERS (55.5 FT) WEST FROM THE CENTERLINE OF THE WEST MOST
 FE2742'POWER LINE.
 FE2742
 FE2742                          STATION RECOVERY (1975)
 FE2742
 FE2742'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975
 FE2742'THE STATION IS LOCATED ABOUT 5.8 MILES , AIRLINE, SOUTH OF SAVANNAH
 FE2742'2.0 MILES SOUTHWEST OF MADDOX, AND ON A POWER LINE RIGHT OF WAY.
 FE2742'THE MARK IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF A ROUND
 FE2742'CONCRETE POST 8 INCHES IN DIAMETER AND PROJECTING 0.1 FOOT ABOVE
 FE2742'GROUND.  IT IS LOCATED 129 FEET SOUTH OF THE CENTERLINE OF SYLVAN
 FE2742'HEIGHTS ROAD, 156 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 FE2742'SMALL BUILDING, 109.8 FEET SOUTH OF THE BASE OF A LONE CEDAR TREE,
 FE2742'AND 55.5 FEET WEST OF THE CENTERLINE OF THE WEST MOST POWER LINE.
 FE2742'TO REACH FROM THE POST OFFICE IN SAVANNAH, GO EAST ON U.S. HIGHWAY
 FE2742'64 FOR 0.25 MILE TO THE INTERSECTION OF STATE HIGHWAY 128, TURN
 FE2742'RIGHT ON HIGHWAY 128 AND GO SOUTH FOR 6.0 MILES TO THE INTERSECTION
 FE2742'OF ROUTE 31 ON THE LEFT, TURN LEFT AND GO EASTERLY FOR 0.25 MILE
 FE2742'TO A POWER LINE CROSSING AND THE STATION ON THE RIGHT.
 FE2742
 FE2742                          STATION RECOVERY (1987)
 FE2742
 FE2742'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (SNB)
 FE2742'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 FE2742'SOUTH OF SAVANNAH,
 FE2742'3.2 KM (2.0 MI) SOUTHWEST OF MADDOX, ON A POWER LINE RIGHT-OF-WAY.
 FE2742'OWNERSHIP--FOR ACCESS TO THE FIELD CONTACT JAMES R. WEBB, TELEPHONE
 FE2742'(901)925-5235.  RESIDENCE IS LOCATED EAST OF THE STATION.
 FE2742'
 FE2742'TO REACH THE STATION FROM THE POST OFFICE IN SAVANNAH GO
 FE2742'EAST FOR 0.40 KM (0.25 MI) ON U.S. HIGHWAY 64 TO THE JUNCTION OF
 FE2742'STATE HIGHWAY 128.
 FE2742'TURN RIGHT AND GO SOUTH FOR 9.7 KM (6.0 MI) ON STATE HIGHWAY 128 TO
 FE2742'THE JUNCTION OF SYLVAN HEIGHTS ROAD ON THE LEFT.  TURN LEFT AND GO
 FE2742'EASTERLY FOR 0.40 KM (0.25 MI) ON SYLVAN HEIGHTS ROAD TO A POWER
 FE2742'LINE CROSSING AND THE STATION ON THE RIGHT.
 FE2742'
 FE2742'THE STATION IS A STANDARD DMA DISK
 FE2742'STAMPED---PICKWICK DME NORTH TOPO. CENTER 1975---,
 FE2742'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2742'20 CM IN DIAMETER PROJECTING 3 CM ABOVE GROUND.  LOCATED
 FE2742'39.3 METERS (129 FT) SOUTH FROM THE CENTERLINE OF SYLVAN HEIGHTS
 FE2742'ROAD,
 FE2742'47.5 METERS (156 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 FE2742'SMALL BUILDING,
 FE2742'33.47 METERS (109.8 FT) SOUTH FROM THE BASE OF A LONE CEDAR TREE,
 FE2742'16.92 METERS (55.5 FT) WEST FROM THE CENTERLINE OF THE WEST MOST
 FE2742'POWER LINE.
 FE2742
 FE2742                          STATION RECOVERY (1988)
 FE2742
 FE2742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 FE2742'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 FE2742'SOUTH OF SAVANNAH,
 FE2742'3.2 KM (2.0 MI) SOUTHWEST OF MADDOX, AND
 FE2742'ON A POWER LINE RIGHT-OF-WAY.
 FE2742'OWNERSHIP--UNKNOWN
 FE2742'
 FE2742'TO REACH THE STATION FROM THE POST OFFICE IN SAVANNAH, GO
 FE2742'EAST FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 64 TO THE INTERSECTION OF
 FE2742'STATE HIGHWAY 128.
 FE2742'TURN RIGHT AND GO SOUTH FOR 9.6 KM (6.0 MI) ON HIGHWAY 128 TO THE
 FE2742'INTERSECTION OF ROAD D031 ON THE LEFT.
 FE2742'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON ROAD D031 TO A POWER
 FE2742'LINE CORSSING AND THE STATION ON THE RIGHT.
 FE2742'
 FE2742'THE STATION IS A STANDARD DMA DISK
 FE2742'STAMPED---PICKWICK DME NORTH TOPO, CENTER 1975---,
 FE2742'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2742'24 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 FE2742'37.3 METERS (129.0 FT) SOUTH FROM THE CENTERLINE OF ROAD D031,
 FE2742'47.5 METERS (156.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 FE2742'A SMALL BUILDING,
 FE2742'33.5 METERS (109.8 FT) SOUTH FROM THE BASE OF A LONE CEDAR TREE, AND
 FE2742'16.9 METERS (55.5 FT) WEST FROM THE CENTERLINE OF THE WEST MOST
 FE2742'POWER LINE.
 FE2742'
 FE2742'TEXT FOR DESCRIPTION TAKEN FROM THE DMA DESCRIPTION WRITTEN OCTOBER
 FE2742'1975.
 FE2742'
 FE2742'TYPED BY R.L. ZURFLUH.
 FE2742
 FE2742                          STATION RECOVERY (1990)
 FE2742
 FE2742'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FE2742'THE STATION IS LOCATED IN HARDIN COUNTY TENNESSEE ON PROPERTY OWNED BY
 FE2742'MR. JAMES R. WEBB, ABOUT 9.33 KM (5.80 MI) SOUTH OF SAVANNAH AND
 FE2742'ABOUT 3.22 KM (2.00 MI) SOUTHWEST OF MADDOX.
 FE2742'TO REACH THE STATION FROM THE POST OFFICE IN SAVANNAH, DRIVE EAST ON
 FE2742'U. S. 64 0.40 KM (0.25 MI) TO THE JUNCTION OF TENN 128, TURN RIGHT ON
 FE2742'TENN 128 AND DRIVE SOUTH 9.66 KM (6.00 MI) TO SYLVAN HEIGHTS ROAD ON
 FE2742'THE LEFT, TURN LEFT ON THE SYLVAN HEIGHTS ROAD AND DRIVE EAST 0.40 KM
 FE2742'(0.25 MI) TO A POWER LINE CROSSING AND THE STATION ON THE RIGHT UNDER
 FE2742'THE POWER LINES.
 FE2742'THE STATION IS A STANDARD DMA DISK STAMPED - PICKWICK DME NORTH TOPO.
 FE2742'CENTER 1975 - SET IN THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN
 FE2742'DIAMETER AND PROJECTING 3 CM ABOVE THE GROUND. LOCATED 39.32 M
 FE2742'(129.00 FT) SOUTH OF THE CENTER OF THE SYLVAN HEIGHTS ROAD, 47.55 M
 FE2742'(156.00 FT) EAST - NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 FE2742'BUILDING, 33.47 M (109.81 FT) SOUTH OF THE BASE OF A LONE CEDAR TREE,
 FE2742'16.92 M (55.51 FT) WEST OF THE CENTER OF THE WEST POWER LINE AND 0.30
 FE2742'M (0.98 FT) NORTH OF A CARSONITE WITNESS POST.
 FE2742'BEFORE USING THIS STATION PLEASE NOTIFY
 FE2742'MR. JAMES R. WEBB
 FE2742'PHONE 901 - 925 - 5235
 FE2742'RESIDENCE IS LOCATED EAST OF THE STATION.
 FE2742
 FE2742                          STATION RECOVERY (1995)
 FE2742
 FE2742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2742'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2250 ***********************************************************************
 FE2250  DESIGNATION -  PICKWICK TVA MICROWAVE KIE 35
 FE2250  PID         -  FE2250
 FE2250  STATE/COUNTY-  TN/HARDIN
 FE2250  USGS QUAD   -  PICKWICK (1972)
 FE2250
 FE2250                         *CURRENT SURVEY CONTROL
 FE2250  ___________________________________________________________________
 FE2250* NAD 83(1995)-  35 01 21.47550(N)    088 14 16.41069(W)     ADJUSTED  
 FE2250* NAVD 88     -                                                        
 FE2250  ___________________________________________________________________
 FE2250  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 FE2250  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2250
 FE2250  HORZ ORDER  -  THIRD
 FE2250
 FE2250.The horizontal coordinates were established by classical geodetic methods
 FE2250.and adjusted by the National Geodetic Survey in April 1999..
 FE2250
 FE2250
 FE2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2250
 FE2250.The geoid height was determined by GEOID03.
 FE2250
 FE2250;                    North         East     Units Scale Factor Converg.
 FE2250;SPC TN       -    78,814.172   395,771.230   MT  1.00004790   -1 18 36.5
 FE2250;SPC TN       -   258,576.16  1,298,459.44   sFT  1.00004790   -1 18 36.5
 FE2250;UTM  16      - 3,876,253.080   387,068.406   MT  0.99975718   -0 42 37.8
 FE2250
 FE2250                          SUPERSEDED SURVEY CONTROL
 FE2250
 FE2250  NAD 83(1995)-  35 01 21.47661(N)    088 14 16.40849(W) AD(       ) 4
 FE2250  NAD 83(1995)-  35 01 21.47615(N)    088 14 16.40941(W) AD(       ) 4
 FE2250  NAD 83(1995)-  35 01 21.48404(N)    088 14 16.40822(W) AD(       ) 4
 FE2250  NAD 83(1986)-  35 01 21.48556(N)    088 14 16.40533(W) AD(       ) 4
 FE2250  NAD 27      -  35 01 21.17703(N)    088 14 16.26045(W) AD(       ) 3
 FE2250
 FE2250.Superseded values are not recommended for survey control.
 FE2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2250.See file dsdata.txt to determine how the superseded data were derived.
 FE2250
 FE2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8706876253(NAD 83)
 FE2250_MARKER: 44 = MICROWAVE MAST
 FE2250
 FE2250  HISTORY     - Date     Condition        Report By
 FE2250  HISTORY     - 1970     FIRST OBSERVED   NGS
 FE2250
 FE2250                          STATION DESCRIPTION
 FE2250
 FE2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2250'THE STATION IS THE RED LIGHT ATOP THE PICKWICK, TENNESSEE
 FE2250'VALLEY AUTHORITY MICROWAVE MAST THAT IS LOCATED ABOUT 2-1/2
 FE2250'MILES NORTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, 2-1/2
 FE2250'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 128 AND 57 AND
 FE2250'JUST EAST OF STATE HIGHWAY 57.  THE MAST IS TRIANGULAR IN CROSS
 FE2250'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH TWO
 FE2250'FAN SHAPED ANTENNAS LOCATED NEAR THE TOP.  IT IS 180 FEET IN
 FE2250'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2676 ***********************************************************************
 AJ2676  DESIGNATION -  PIDGEON
 AJ2676  PID         -  AJ2676
 AJ2676  STATE/COUNTY-  TN/SHELBY
 AJ2676  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2676
 AJ2676                         *CURRENT SURVEY CONTROL
 AJ2676  ___________________________________________________________________
 AJ2676* NAD 83(1995)-  35 04 05.62350(N)    090 08 56.76886(W)     ADJUSTED  
 AJ2676* NAVD 88     -        65.98   (meters)     216.5    (feet)  LEVELING  
 AJ2676  ___________________________________________________________________
 AJ2676  X           -     -13,600.050 (meters)                     COMP
 AJ2676  Y           -  -5,226,095.552 (meters)                     COMP
 AJ2676  Z           -   3,644,087.059 (meters)                     COMP
 AJ2676  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ2676  ELLIP HEIGHT-          38.75  (meters)          (04/26/01) GPS OBS
 AJ2676  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ2676
 AJ2676  HORZ ORDER  -  FIRST
 AJ2676  VERT ORDER  -  THIRD ?
 AJ2676  ELLP ORDER  -  FOURTH    CLASS I
 AJ2676
 AJ2676.The horizontal coordinates were established by GPS observations
 AJ2676.and adjusted by the National Geodetic Survey in April 2001..
 AJ2676
 AJ2676.The orthometric height was determined by differential leveling.
 AJ2676.The vertical network tie was performed by a horz. field party for horz.
 AJ2676.obs reductions. Reset procedures were used to establish the elevation.
 AJ2676
 AJ2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2676
 AJ2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2676
 AJ2676.The ellipsoidal height was determined by GPS observations
 AJ2676.and is referenced to NAD 83.
 AJ2676
 AJ2676.The geoid height was determined by GEOID03.
 AJ2676
 AJ2676;                    North         East     Units Scale Factor Converg.
 AJ2676;SPC TN       -    89,559.108   221,650.037   MT  1.00003705   -2 25 44.6
 AJ2676;SPC TN       -   293,828.51    727,196.83   sFT  1.00003705   -2 25 44.6
 AJ2676;UTM  15      - 3,884,327.270   759,969.738   MT  1.00043302   +1 38 20.1
 AJ2676
 AJ2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2676!SPC TN       -   0.99999392  x   1.00003705  =   1.00003097
 AJ2676!UTM  15      -   0.99999392  x   1.00043302  =   1.00042693
 AJ2676
 AJ2676                          SUPERSEDED SURVEY CONTROL
 AJ2676
 AJ2676.No superseded survey control is available for this station.
 AJ2676
 AJ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5997084327(NAD 83)
 AJ2676_MARKER: DD = SURVEY DISK
 AJ2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2676_MARK LOGO: TN1620
 AJ2676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2676+STABILITY: SURFACE MOTION
 AJ2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2676+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003
 AJ2676
 AJ2676  HISTORY     - Date     Condition        Report By
 AJ2676  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2676  HISTORY     - 20031023 GOOD             TN1620
 AJ2676
 AJ2676                          STATION DESCRIPTION
 AJ2676
 AJ2676'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (KG)
 AJ2676'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.40
 AJ2676'MILE (0.64 KM) SOUTH OF THE ALLEN STEAM PLANT IN PIDGEON INDUSTRIAL
 AJ2676'PARK.
 AJ2676'TO REACH THE STATION FROM THE INTERSECTION OF EAST PLANT ROAD AND
 AJ2676'RIVERPORT ROAD PROCEED WEST ON RIVERPORT ROAD APPROXIMATELY 0.35 MILES
 AJ2676'(0.56 KM) TO BUOY STREET, CONTINUE WEST ON RIVERPORT ROAD
 AJ2676'APPROXIMATELY 0.65 MILES (1.05 KM) TO THE STATION ON THE RIGHT.
 AJ2676'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2676'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2676'THE GROUND.  THE STATION IS LOCATED 58.00 FEET (17.68 M) EAST OF THE
 AJ2676'CENTERLINE OF A HIGH RISE POWER LINE, AT THE BACK OF NORTH CURBLINE OF
 AJ2676'RIVERPORT ROAD AND AT THE WEST SIDE OF A CONCRETE DRIVEWAY APRON.  THE
 AJ2676'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2676
 AJ2676                          STATION RECOVERY (2003)
 AJ2676
 AJ2676'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1467 ***********************************************************************
 FD1467  DESIGNATION -  PIERCE
 FD1467  PID         -  FD1467
 FD1467  STATE/COUNTY-  TN/GILES
 FD1467  USGS QUAD   -  BRICK CHURCH (1981)
 FD1467
 FD1467                         *CURRENT SURVEY CONTROL
 FD1467  ___________________________________________________________________
 FD1467* NAD 83(1995)-  35 15 35.53657(N)    086 55 32.38455(W)     ADJUSTED  
 FD1467* NAVD 88     -       328.4    (meters)    1077.     (feet)  VERTCON   
 FD1467  ___________________________________________________________________
 FD1467  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1467  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD1467
 FD1467  HORZ ORDER  -  SECOND
 FD1467
 FD1467.The horizontal coordinates were established by classical geodetic methods
 FD1467.and adjusted by the National Geodetic Survey in April 1999..
 FD1467
 FD1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1467
 FD1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1467
 FD1467.The geoid height was determined by GEOID03.
 FD1467
 FD1467;                    North         East     Units Scale Factor Converg.
 FD1467;SPC TN       -   103,198.064   515,767.407   MT  0.99999827   -0 32 30.9
 FD1467;SPC TN       -   338,575.65  1,692,146.90   sFT  0.99999827   -0 32 30.9
 FD1467;UTM  16      - 3,901,864.951   506,761.916   MT  0.99960056   +0 02 34.5
 FD1467
 FD1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1467!SPC TN       -   0.99995279  x   0.99999827  =   0.99995106
 FD1467!UTM  16      -   0.99995279  x   0.99960056  =   0.99955337
 FD1467
 FD1467:                Primary Azimuth Mark                     Grid Az
 FD1467:SPC TN       -  PIERCE AZ MK                             007 21 30.3
 FD1467:UTM  16      -  PIERCE AZ MK                             006 46 24.9
 FD1467
 FD1467|---------------------------------------------------------------------|
 FD1467| PID    Reference Object                     Distance      Geod. Az  |
 FD1467|                                                           dddmmss.s |
 FD1467| CG6318 PIERCE AZ MK                                       0064859.4 |
 FD1467| FD0375 PERSIMMON                           APPROX.15.6 KM 0162934.1 |
 FD1467| CG6319 PIERCE RM 1                          33.059 METERS 21015     |
 FD1467| CG6320 PIERCE RM 2                          25.466 METERS 30724     |
 FD1467|---------------------------------------------------------------------|
 FD1467
 FD1467                          SUPERSEDED SURVEY CONTROL
 FD1467
 FD1467  NAD 83(1995)-  35 15 35.53864(N)    086 55 32.38505(W) AD(       ) 2
 FD1467  NAD 83(1995)-  35 15 35.54176(N)    086 55 32.38726(W) AD(       ) 2
 FD1467  NAD 83(1986)-  35 15 35.54597(N)    086 55 32.38590(W) AD(       ) 2
 FD1467  NAD 27      -  35 15 35.26400(N)    086 55 32.37100(W) AD(       ) 2
 FD1467  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG       
 FD1467
 FD1467.Superseded values are not recommended for survey control.
 FD1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1467.See file dsdata.txt to determine how the superseded data were derived.
 FD1467
 FD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0676201865(NAD 83)
 FD1467_MARKER: DS = TRIANGULATION STATION DISK
 FD1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1467
 FD1467  HISTORY     - Date     Condition        Report By
 FD1467  HISTORY     - 1934     MONUMENTED       CGS
 FD1467  HISTORY     - 1960     GOOD             CGS
 FD1467
 FD1467                          STATION DESCRIPTION
 FD1467
 FD1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1467'ABOUT 8 MILES NORTHEAST OF PULASKI, 9 MILES SOUTHEAST OF LYNNVILLE,
 FD1467'2.5 MILES
 FD1467'SOUTH-SOUTHWEST OF BRICKCHURCH, ON PROPERTY OF J W PIERCE
 FD1467'AT WOODGATE, IN NORTHWEST
 FD1467'CORNER OF YARD, 49.45 FEET NORTHWEST OF
 FD1467'NORTHWEST CORNER OF HOUSE, 30.5 FEET
 FD1467'NORTHWEST OF 18-INCH MAPLE, 34
 FD1467'FEET NORTHEAST OF 20-INCH MAPLE, AND 60 FEET EAST OF
 FD1467'CENTER LINE OF
 FD1467'STATE ROUTE 11.  TO REACH FROM COURTHOUSE IN PULASKI, GO NORTH 0.5
 FD1467'MILE ON U S ROUTE
 FD1467'31 TO JUNCTION WITH STATE ROUTE 11, TURN RIGHT
 FD1467'(EAST) ONTO ROUTE 11 AND PROCEED 8.0
 FD1467'MILES TO T-ROAD JUNCTION AND
 FD1467'HOME OF MR PIERCE ON RIGHT.  SURFACE AND UNDERGROUND
 FD1467'MARKS ARE
 FD1467'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FD1467'AND AZIMUTH MARKS
 FD1467'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1467'NO 1 IS AT EDGE OF CULTIVATED FIELD,
 FD1467'12 FEET SOUTH OF CENTER LINE OF
 FD1467'FARM ROAD, 35 FEET EAST OF CENTER LINE OF ROUTE 11, AND
 FD1467'108.46 FEET FROM
 FD1467'STATION.  NO 2 IS AT EDGE OF CULTIVATED
 FD1467'FIELD, 3 FEET WEST OF
 FD1467'WIRE FENCE, 22 FEET WEST OF CENTER LINE OF
 FD1467'ROUTE 11, AND 83.55 FEET FROM STATION.
 FD1467'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 145.07
 FD1467'FEET.
 FD1467'AZIMUTH MARK IS AT EDGE OF CULTIVATED FIELD, 1 FOOT EAST OF WIRE
 FD1467'FENCE, 12 FEET
 FD1467'EAST OF CENTER LINE OF ROUTE 11 AND 0.15 MILE FROM STATION.
 FD1467
 FD1467                          STATION RECOVERY (1960)
 FD1467
 FD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1467'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1467'THE PROPERTY IS NOW
 FD1467'OWNED BY MR W O MAXWELL AND STATE ROUT 11 IN NOW A
 FD1467'GRAVELED ROAD.  A NEW DESCRIPTION
 FD1467'FOLLOWS.
 FD1467'
 FD1467'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF PULASKI AND 2.5
 FD1467'MILES SOUTH OF BRICK CHURCH.
 FD1467'
 FD1467'TO REACH THE STATION FROM THE COURTHOUSE IN PULASKI, GO NORTH ON U S
 FD1467'HIGHWAY 31 FOR 0.4 MILE TO U
 FD1467'S HIGHWAY 31A ON THE RIGHT, TURN RIGHT, NORTHEAST,
 FD1467'ON U S HIGHWAY 31A FOR 6.7 MILES TO
 FD1467'A SIDE ROAD ON THE RIGHT, TURN
 FD1467'RIGHT AND GO EAST FOR 0.2 MILE TO THE STATION.
 FD1467'
 FD1467'STATION MARK IS 48 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FD1467'HOUSE, 4.5 FEET EAST OF
 FD1467'A WIRE FENCE CORNER POST AND 2 FEET SOUTH OF A WIRE
 FD1467'FENCE.  THE MARK IS A STANDARD
 FD1467'DISK SET IN THE TOP OF A CONCRETE
 FD1467'POST, PROJECTS 4 INCHES AND IS STAMPED PIERCE
 FD1467'1934.
 FD1467'
 FD1467'REFERENCE MARK NO 1 IS 29 FEET SOUTHWEST OF YARD FENCE CORNER, 38
 FD1467'FEET EAST OF THE CENTER OF
 FD1467'THE GRAVELED ROAD AND 2 FEET NORTH OF THE WIRE FENCE.
 FD1467'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 FD1467'PROJECTS 4 INCHES AND IS STAMPED PIERCE NO 1 1934.
 FD1467'
 FD1467'REFERENCE MARK NO 2 IS 20 FEET WEST OF THE CENTER OF THE GRAVELED
 FD1467'ROAD AND 2 FEET WEST OF
 FD1467'THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 FD1467'TOP OF A CONCRETE POST,
 FD1467'PROJECTS 6 INCHES AND IS STAMPED PIERCE NO 2
 FD1467'1934.
 FD1467'
 FD1467'AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 3
 FD1467'FEET EAST OF THE WIRE FENCE.
 FD1467'THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 FD1467'CONCRETE POST, PROJECTS 4 INCHES AND
 FD1467'IS STAMPED PIERCE 1934.
 FD1467'
 FD1467'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15 MILE.
 FD1467'
 FD1467'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2384 ***********************************************************************
 GB2384  DESIGNATION -  PIERCE
 GB2384  PID         -  GB2384
 GB2384  STATE/COUNTY-  TN/OVERTON
 GB2384  USGS QUAD   -  OBEY CITY (1974)
 GB2384
 GB2384                         *CURRENT SURVEY CONTROL
 GB2384  ___________________________________________________________________
 GB2384* NAD 83(1995)-  36 14 09.18490(N)    085 09 13.77690(W)     ADJUSTED  
 GB2384* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 GB2384  ___________________________________________________________________
 GB2384  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 GB2384  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB2384
 GB2384  HORZ ORDER  -  FIRST
 GB2384
 GB2384.The horizontal coordinates were established by classical geodetic methods
 GB2384.and adjusted by the National Geodetic Survey in April 1999..
 GB2384
 GB2384.The orthometric height was scaled from a topographic map.
 GB2384
 GB2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2384
 GB2384.The geoid height was determined by GEOID03.
 GB2384
 GB2384;                    North         East     Units Scale Factor Converg.
 GB2384;SPC TN       -   211,417.304   676,063.226   MT  0.99997293   +0 29 43.4
 GB2384;SPC TN       -   693,624.94  2,218,050.77   sFT  0.99997293   +0 29 43.4
 GB2384;UTM  16      - 4,011,692.296   665,902.988   MT  0.99993913   +1 05 29.6
 GB2384
 GB2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2384!SPC TN       -   0.99991311  x   0.99997293  =   0.99988604
 GB2384!UTM  16      -   0.99991311  x   0.99993913  =   0.99985224
 GB2384
 GB2384|---------------------------------------------------------------------|
 GB2384| PID    Reference Object                     Distance      Geod. Az  |
 GB2384|                                                           dddmmss.s |
 GB2384| CG6322 PIERCE RM 1                          24.210 METERS 04100     |
 GB2384| GB2383 PUTNAM                              APPROX.15.7 KM 2053024.7 |
 GB2384| CG6323 PIERCE RM 2                          21.653 METERS 30824     |
 GB2384| CG6321 PIERCE AZ MK                                       3232210.8 |
 GB2384|---------------------------------------------------------------------|
 GB2384
 GB2384                          SUPERSEDED SURVEY CONTROL
 GB2384
 GB2384  NAD 83(1995)-  36 14 09.18667(N)    085 09 13.77985(W) AD(       ) 1
 GB2384  NAD 83(1995)-  36 14 09.19292(N)    085 09 13.77855(W) AD(       ) 1
 GB2384  NAD 83(1986)-  36 14 09.19788(N)    085 09 13.78013(W) AD(       ) 1
 GB2384  NAD 27      -  36 14 08.97300(N)    085 09 13.91500(W) AD(       ) 1
 GB2384
 GB2384.Superseded values are not recommended for survey control.
 GB2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2384.See file dsdata.txt to determine how the superseded data were derived.
 GB2384
 GB2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6590311692(NAD 83)
 GB2384_MARKER: DS = TRIANGULATION STATION DISK
 GB2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2384
 GB2384  HISTORY     - Date     Condition        Report By
 GB2384  HISTORY     - 1935     MONUMENTED       CGS
 GB2384
 GB2384                          STATION DESCRIPTION
 GB2384
 GB2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2384'THE STATION IS ON THE PROPERTY OF MR. H.C. PIERCE, ON THE HIGHEST
 GB2384'POINT OF A RIDGE BETWEEN THE E AND W FORKS OF OBED RIVER, ABOUT
 GB2384'1/2 MILE E OF THE VILLAGE OF HANGING LIMB, AND ABOUT 9 MILES NE OF
 GB2384'MONTEREY.
 GB2384'
 GB2384'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2384'DISKS SET IN CONCRETE.
 GB2384'
 GB2384'REFERENCE MARK NO. 1 IS NE OF THE STATION, 4 YARDS N OF THE CENTER
 GB2384'LINE OF THE ROAD, 7 YARDS E OF A 12-INCH CHESTNUT OAK TREE, AND
 GB2384'PROJECTS ABOUT 6 INCHES.
 GB2384'
 GB2384'REFERENCE MARK NO. 2 IS NW OF THE STATION, 4 YARDS N OF THE CENTER
 GB2384'LINE OF THE ROAD, 4 YARDS OF 10-INCH OAK TREE, AND PROJECTS ABOUT
 GB2384'6 INCHES.
 GB2384'
 GB2384'AZIMUTH MARK IS NW OF THE STATION, 15 PACES S OF THE SE CORNER OF
 GB2384'HENRY PADGETTS HOUSE, 10 PACES E OF A 6-INCH CHERRY TREE, AND
 GB2384'PROJECTS ABOUT 3 INCHES.
 GB2384'
 GB2384'TO REACH THE STATION FROM THE COURTHOUSE IN LIVINGSTON GO E AND S ON
 GB2384'STATE ROUTE 85 FOR ABOUT 19 MILES OR 0.3 MILE BEYOND THE TOP OF
 GB2384'MOUNTAIN, TO A POINT ABOUT 100 FEET PAST RAILROAD CROSSING WHERE A
 GB2384'GRAVEL ROAD FORKS OFF TO THE RIGHT. TURN RIGHT ON MAIN GRAVEL ROAD
 GB2384'FOR 4.7 MILES TO THE VILLAGE OF HANGING LIMB.  TURN LEFT ONTO T-ROAD
 GB2384'ABOUT 150 FEET BEFORE REACHING THE BAPTIST CHURCH.  CONTINUE
 GB2384'FOR 0.5 MILE TO STATION SITE ON RIGHT.  THE STATION MARK IS 54 FEET
 GB2384'SSE OF RAIL FENCE LINE, 54 FEET SSE OF A 10-INCH OAK TREE, 14 FEET N
 GB2384'OF A 14-INCH OAK TREE WITH TRIANGULAR BLAZE, 42 FEET S OF THE CENTER
 GB2384'LINE OF ROAD, AND PROJECTS ABOUT 4 INCHES.
 GB2384'
 GB2384'A 64-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1404 ***********************************************************************
 FB1404  DESIGNATION -  PIGEON
 FB1404  PID         -  FB1404
 FB1404  STATE/COUNTY-  TN/COCKE
 FB1404  USGS QUAD   -  HARTFORD (1968)
 FB1404
 FB1404                         *CURRENT SURVEY CONTROL
 FB1404  ___________________________________________________________________
 FB1404* NAD 83(1995)-  35 50 36.62130(N)    083 10 51.86265(W)     ADJUSTED  
 FB1404* NAVD 88     -       362.127  (meters)    1188.08   (feet)  ADJUSTED  
 FB1404  ___________________________________________________________________
 FB1404  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 FB1404  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1404  DYNAMIC HT  -         361.777 (meters)    1186.93  (feet)  COMP
 FB1404  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FB1404
 FB1404  HORZ ORDER  -  SECOND
 FB1404  VERT ORDER  -  SECOND    CLASS 0
 FB1404
 FB1404.The horizontal coordinates were established by classical geodetic methods
 FB1404.and adjusted by the National Geodetic Survey in April 1999..
 FB1404
 FB1404.The orthometric height was determined by differential leveling
 FB1404.and adjusted by the National Geodetic Survey in June 1991..
 FB1404
 FB1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1404
 FB1404.The geoid height was determined by GEOID03.
 FB1404
 FB1404.The dynamic height is computed by dividing the NAVD 88
 FB1404.geopotential number by the normal gravity value computed on the
 FB1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1404.degrees latitude (g = 980.6199 gals.).
 FB1404
 FB1404.The modeled gravity was interpolated from observed gravity values.
 FB1404
 FB1404;                    North         East     Units Scale Factor Converg.
 FB1404;SPC TN       -   171,219.292   854,617.718   MT  0.99994841   +1 39 01.1
 FB1404;SPC TN       -   561,741.96  2,803,858.30   sFT  0.99994841   +1 39 01.1
 FB1404;UTM  17      - 3,968,787.229   303,022.360   MT  1.00007813   -1 16 39.3
 FB1404
 FB1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1404!SPC TN       -   0.99994791  x   0.99994841  =   0.99989632
 FB1404!UTM  17      -   0.99994791  x   1.00007813  =   1.00002603
 FB1404
 FB1404|---------------------------------------------------------------------|
 FB1404| PID    Reference Object                     Distance      Geod. Az  |
 FB1404|                                                           dddmmss.s |
 FB1404| FB1403 PIGEON RM 1                          13.692 METERS 12928     |
 FB1404| FB2440 CAMMERER                            APPROX. 9.1 KM 1685507.0 |
 FB1404| CZ4469 PIGEON RM 3                          13.541 METERS 23653     |
 FB1404| FB1405 PIGEON RM 2                          13.693 METERS 23832     |
 FB1404|---------------------------------------------------------------------|
 FB1404
 FB1404                          SUPERSEDED SURVEY CONTROL
 FB1404
 FB1404  NAD 83(1995)-  35 50 36.62622(N)    083 10 51.86682(W) AD(       ) 2
 FB1404  NAD 83(1986)-  35 50 36.63115(N)    083 10 51.86340(W) AD(       ) 2
 FB1404  NAD 27      -  35 50 36.28750(N)    083 10 52.30840(W) AD(       ) 2
 FB1404  NGVD 29 (??/??/92)  362.280  (m)         1188.58   (f) ADJ UNCH    2 0
 FB1404
 FB1404.Superseded values are not recommended for survey control.
 FB1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1404.See file dsdata.txt to determine how the superseded data were derived.
 FB1404
 FB1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0302268787(NAD 83)
 FB1404_MARKER: DE = TRAVERSE STATION DISK
 FB1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1404_STAMPING: PIGEON 1961
 FB1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1404+STABILITY: SURFACE MOTION
 FB1404
 FB1404  HISTORY     - Date     Condition        Report By
 FB1404  HISTORY     - 1960     MONUMENTED       CGS
 FB1404  HISTORY     - 1961     GOOD             CGS
 FB1404  HISTORY     - 1979     GOOD             NGS
 FB1404  HISTORY     - 1979     GOOD             NGS
 FB1404
 FB1404                          STATION DESCRIPTION
 FB1404
 FB1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ELH)
 FB1404'THE STATION IS IN THE EAST SIDE OF THE PIGEON RIVER VALLEY, ABOUT 9
 FB1404'MILES SOUTH OF NEWPORT AND 3 MILES NORTHWEST OF HARTFORD.
 FB1404'
 FB1404'TO REACH THE STATION FROM THE POST OFFICE BUILDING IN NEWPORT GO EAST
 FB1404'ON BROADWAY FOR 1 MILE TO THE PIGEON RIVER BRIDGE, CONTINUE
 FB1404'0.05 MILE TO A ROAD GOING SOUTH, TURN SOUTH AND FOLLOW THE ROAD FOR
 FB1404'9.25 MILES TO THE END OF THE BLACKTOP, CONTINUE STRAIGHT AHEAD
 FB1404'FOR 0.1 MILE TO AN OLD BARN ON THE RIGHT AND THE STATION IN A FIELD
 FB1404'ON THE LEFT.
 FB1404'
 FB1404'THE STATION IS 45 FEET NORTHWEST OF A POWER POLE, 23 FEET NORTH EAST
 FB1404'OF THE ROAD CENTER LINE, 5 FEET NORTHEAST OF THE FENCE AND
 FB1404'4.8 FEET NORTH OF A WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 FB1404'DISK SET IN A FLUSH CONCRETE MONUMENT AND STAMPED PIGEON 1961.
 FB1404'
 FB1404'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF THE ROAD CENTER LINE,
 FB1404'10.8 FEET NORTH OF THE FENCE CORNER, 2.4 FEET NORTHEAST OF
 FB1404'THE POWER POLE.  IT IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 FB1404'PROJECTING 2 INCHES AND STAMPED PIGEON NO 1 1961.
 FB1404'
 FB1404'REFERENCE MARK NO. 2 IS 20 FEET NORTHEAST OF THE OLD BARN, 20.4 FEET
 FB1404'SOUTHWEST OF THE ROAD CENTER LINE AND 2.4 FEET SOUTHWEST OF THE
 FB1404'FENCE LINE.  IT IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT
 FB1404'AND STAMPED PIGEON NO 2 1961.
 FB1404'
 FB1404'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 FB1404'
 FB1404'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FB1404
 FB1404                          STATION RECOVERY (1961)
 FB1404
 FB1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB1404'4.8 MI NW FROM HARTFORD.
 FB1404'FROM THE POST OFFICE IN HARTFORD, GO 4.75 MILES NORTHWEST ON
 FB1404'PIGEON RIVER ROAD TO A BARN ON THE LEFT AND THE STATION ON THE
 FB1404'RIGHT.  THE STATION MARK IS ABOUT 0.15 MILE SOUTHEAST OF A T
 FB1404'JUNCTION, 45 FT. NORTHWEST OF A POWER LINE POLE, 23 FT. NORTHEAST
 FB1404'OF THE CENTER OF PIGEON RIVER ROAD, 5 FT. NORTHEAST OF A FENCE,
 FB1404'AND 4.8 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FB1404'A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 6 FT. ABOVE THE
 FB1404'LEVEL OF THE ROAD.
 FB1404
 FB1404                          STATION RECOVERY (1979)
 FB1404
 FB1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB1404'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION
 FB1404'AFTER A LONG SEARCH.  REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE
 FB1404'MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW
 FB1404'DESCRIPTION FOLLOWS.
 FB1404'
 FB1404'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF NEWPORT AND 5 MILES
 FB1404'NORTH OF HARTFORD, ABOUT 200 FEET SOUTHEAST OF INTERSTATE HIGHWAY 40,
 FB1404'1 FOOT SOUTHEAST OF A METAL WITNESS POST, 45 FEET NORTHWEST OF A POWER
 FB1404'POLE, 23 FEET NORTHEAST OF THE CENTERLINE OF PAVED ROAD, AND ON THE
 FB1404'EDGE OF A HIGH CUT BANK.  THE MONUMENT IS FLUSH AND THE DISK IS
 FB1404'STAMPED---PIGEON 1961---.
 FB1404'
 FB1404'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HARTFORD, GO
 FB1404'NORTHWEST ON PAVED ROAD FOR 4.7 MILES TO THE STATION ON THE RIGHT.
 FB1404'
 FB1404'REFERENCE MARK 1 IS 23 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 FB1404'11 FEET NORTH OF A FENCE CORNER AND 2 FEET NORTHEAST OF THE POWER
 FB1404'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---PIGEON NO 1
 FB1404'1961---.
 FB1404'
 FB1404'REFERENCE MARK 3 IS 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FB1404'1 FOOT NORTHWEST OF A METAL WITNESS POST AND 35 FEET NORTHWEST OF THE
 FB1404'CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 FB1404'IS STAMPED---PIGEON 1961 NO 3 1979---
 FB1404
 FB1404                          STATION RECOVERY (1979)
 FB1404
 FB1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FB1404'4.75 MILES NORTHWEST ALONG PIGEON RIVER ROAD FROM THE POST OFFICE AT
 FB1404'HARTFORD, ABOUT 200 FEET SOUTHEAST OF INTERSTATE HIGHWAY 40, 1 FOOT
 FB1404'SOUTHEAST OF A METAL WITNESS POST, 45 FEET NORTHWEST OF A POWER POLE,
 FB1404'23 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD AND ON THE EDGE
 FB1404'OF A ROAD CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1403 ***********************************************************************
 FB1403  DESIGNATION -  PIGEON RM 1
 FB1403  PID         -  FB1403
 FB1403  STATE/COUNTY-  TN/COCKE
 FB1403  USGS QUAD   -  HARTFORD (1968)
 FB1403
 FB1403                         *CURRENT SURVEY CONTROL
 FB1403  ___________________________________________________________________
 FB1403* NAD 83(1986)-  35 50 36.     (N)    083 10 52.     (W)     SCALED    
 FB1403* NAVD 88     -       361.922  (meters)    1187.41   (feet)  ADJUSTED  
 FB1403  ___________________________________________________________________
 FB1403  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1403  DYNAMIC HT  -         361.572 (meters)    1186.26  (feet)  COMP
 FB1403  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FB1403
 FB1403  VERT ORDER  -  SECOND    CLASS 0
 FB1403
 FB1403.The horizontal coordinates were scaled from a topographic map and have
 FB1403.an estimated accuracy of +/- 6 seconds.
 FB1403
 FB1403.The orthometric height was determined by differential leveling
 FB1403.and adjusted by the National Geodetic Survey in June 1991..
 FB1403
 FB1403.The geoid height was determined by GEOID03.
 FB1403
 FB1403.The dynamic height is computed by dividing the NAVD 88
 FB1403.geopotential number by the normal gravity value computed on the
 FB1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1403.degrees latitude (g = 980.6199 gals.).
 FB1403
 FB1403.The modeled gravity was interpolated from observed gravity values.
 FB1403
 FB1403;                    North         East    Units  Estimated Accuracy
 FB1403;SPC TN       -   171,200.      854,620.      MT  (+/- 180 meters Scaled)
 FB1403
 FB1403                          SUPERSEDED SURVEY CONTROL
 FB1403
 FB1403  NGVD 29 (??/??/92)  362.074  (m)         1187.90   (f) ADJ UNCH    2 0
 FB1403
 FB1403.Superseded values are not recommended for survey control.
 FB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1403.See file dsdata.txt to determine how the superseded data were derived.
 FB1403
 FB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV030687(NAD 83)
 FB1403_MARKER: DR = REFERENCE MARK DISK
 FB1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1403_STAMPING: PIGEON NO 1
 FB1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1403+STABILITY: SURFACE MOTION
 FB1403
 FB1403  HISTORY     - Date     Condition        Report By
 FB1403  HISTORY     - 1961     MONUMENTED       CGS
 FB1403  HISTORY     - 1961     GOOD             NGS
 FB1403  HISTORY     - 1979     GOOD             NGS
 FB1403
 FB1403                          STATION DESCRIPTION
 FB1403
 FB1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1403'4.8 MI NW FROM HARTFORD.
 FB1403'ABOUT 4.75 MILES NORTHWEST ALONG PIGEON RIVER ROAD FROM THE
 FB1403'POST OFFICE AT HARTFORD TO A BARN ON THE LEFT AND THE STATION
 FB1403'ON THE RIGHT, ABOUT 0.15 MILE SOUTHEAST OF A T JUNCTION, 23 FEET
 FB1403'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10.8 FEET NORTH OF A
 FB1403'FENCE CORNER, 2.4 FEET NORTHEAST OF A POWER POLE AND SET IN THE
 FB1403'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FB1403
 FB1403                          STATION RECOVERY (1979)
 FB1403
 FB1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FB1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0780 ***********************************************************************
 GC0780  DESIGNATION -  PIKE
 GC0780  PID         -  GC0780
 GC0780  STATE/COUNTY-  TN/DAVIDSON
 GC0780  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0780
 GC0780                         *CURRENT SURVEY CONTROL
 GC0780  ___________________________________________________________________
 GC0780* NAD 83(1995)-  36 18 01.51915(N)    086 41 42.82177(W)     ADJUSTED  
 GC0780* NAVD 88     -       157.225  (meters)     515.83   (feet)  ADJUSTED  
 GC0780  ___________________________________________________________________
 GC0780  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GC0780  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0780  DYNAMIC HT  -         157.091 (meters)     515.39  (feet)  COMP
 GC0780  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GC0780
 GC0780  HORZ ORDER  -  SECOND
 GC0780  VERT ORDER  -  SECOND    CLASS 0
 GC0780
 GC0780.The horizontal coordinates were established by classical geodetic methods
 GC0780.and adjusted by the National Geodetic Survey in April 1999..
 GC0780
 GC0780.The orthometric height was determined by differential leveling
 GC0780.and adjusted by the National Geodetic Survey in June 1991..
 GC0780
 GC0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0780
 GC0780.The geoid height was determined by GEOID03.
 GC0780
 GC0780.The dynamic height is computed by dividing the NAVD 88
 GC0780.geopotential number by the normal gravity value computed on the
 GC0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0780.degrees latitude (g = 980.6199 gals.).
 GC0780
 GC0780.The modeled gravity was interpolated from observed gravity values.
 GC0780
 GC0780;                    North         East     Units Scale Factor Converg.
 GC0780;SPC TN       -   218,471.422   537,555.950   MT  0.99998145   -0 24 25.3
 GC0780;SPC TN       -   716,768.32  1,763,631.48   sFT  0.99998145   -0 24 25.3
 GC0780;UTM  16      - 4,017,313.566   527,363.831   MT  0.99960923   +0 10 49.6
 GC0780
 GC0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0780!SPC TN       -   0.99997995  x   0.99998145  =   0.99996140
 GC0780!UTM  16      -   0.99997995  x   0.99960923  =   0.99958919
 GC0780
 GC0780:                Primary Azimuth Mark                     Grid Az
 GC0780:SPC TN       -  PIKE AZ MK                               049 07 17.6
 GC0780:UTM  16      -  PIKE AZ MK                               048 32 02.7
 GC0780
 GC0780|---------------------------------------------------------------------|
 GC0780| PID    Reference Object                     Distance      Geod. Az  |
 GC0780|                                                           dddmmss.s |
 GC0780| GC0778 PIKE AZ MK                                         0484252.3 |
 GC0780| GC0779 PIKE RM 1                            23.190 METERS 06452     |
 GC0780| GC0781 PIKE RM 2                            23.826 METERS 22824     |
 GC0780|---------------------------------------------------------------------|
 GC0780
 GC0780                          SUPERSEDED SURVEY CONTROL
 GC0780
 GC0780  NAD 83(1995)-  36 18 01.52080(N)    086 41 42.82352(W) AD(       ) 2
 GC0780  NAD 83(1995)-  36 18 01.52443(N)    086 41 42.82424(W) AD(       ) 2
 GC0780  NAD 83(1986)-  36 18 01.52958(N)    086 41 42.82451(W) AD(       ) 2
 GC0780  NAD 27      -  36 18 01.34390(N)    086 41 42.83710(W) AD(       ) 2
 GC0780  NGVD 29 (??/??/92)  157.275  (m)          515.99   (f) ADJ UNCH    2 0
 GC0780
 GC0780.Superseded values are not recommended for survey control.
 GC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0780.See file dsdata.txt to determine how the superseded data were derived.
 GC0780
 GC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2736417314(NAD 83)
 GC0780_MARKER: DD = SURVEY DISK
 GC0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0780_STAMPING: PIKE 1961
 GC0780_MARK LOGO: CGS   
 GC0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0780+STABILITY: SURFACE MOTION
 GC0780
 GC0780  HISTORY     - Date     Condition        Report By
 GC0780  HISTORY     - 1961     MONUMENTED       TNHD
 GC0780  HISTORY     - 1961     GOOD             TNHD
 GC0780  HISTORY     - 1972     GOOD             LOCENG
 GC0780
 GC0780                          STATION DESCRIPTION
 GC0780
 GC0780'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0780'3 MI NE FROM MADISON.
 GC0780'FROM THE POST OFFICE IN MADISON, GO NORTH AND EAST ON U.S.
 GC0780'HIGHWAY 31E FOR 3.2 MILES TO THE STATION ON THE RIGHT.  THE
 GC0780'MARK IS LOCATED 48 FEET SOUTHEAST OF THE CENTERLINE OF
 GC0780'U.S. HIGHWAY 31E, AND 32.8 FEET WEST OF A WITNESS POST.  THE
 GC0780'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0780'WITH THE GROUND.
 GC0780
 GC0780                          STATION RECOVERY (1961)
 GC0780
 GC0780'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0780'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF MADISON.
 GC0780'
 GC0780'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO NORTH AND
 GC0780'EAST ON U.S. HIGHWAY 31E FOR 3.2 MILES TO THE STATION ON THE RIGHT AS
 GC0780'DESCRIBED.
 GC0780'
 GC0780'THE STATION IS 48 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GC0780'HIGHWAY 31E AND 32.8 FEET WEST OF A WITNESS POST.  THE SURFACE
 GC0780'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0780'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED PIKE 1961.
 GC0780'NO UNDERGROUND MARK WAS ESTABLISHED.
 GC0780'
 GC0780'REFERENCE MARK NO. 1 IS 85 FEET WEST OF THE APPROXIMATE CENTER OF
 GC0780'SHEPHERD HILLS DRIVE, 56 FEET SOUTHEAST OF THE APPROXIMATE
 GC0780'CENTER OF U.S. HIGHWAY 31E AND 42.8 FEET EAST OF A TELEPHONE POLE.
 GC0780'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC0780'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 GC0780'PIKE RM-1 1961.
 GC0780'
 GC0780'REFERENCE MARK NO. 2 IS 61 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GC0780'OF U.S. HIGHWAY 31E AND 35 FEET EAST OF A TELEPHONE POLE.  THE MARK
 GC0780'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0780'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED PIKE RM-2
 GC0780'1961.
 GC0780'
 GC0780'THE AZIMUTH MARK IS 44 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC0780'U.S. HIGHWAY 31E AND 19 FEET SOUTHWEST OF THE APPROXIMATE
 GC0780'CENTER OF LIBERTY LANE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0780'DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED HOLE IN THE WEST
 GC0780'HEADWALL OF A CULVERT, AND THE DISK IS STAMPED PIKE AZI 1961.
 GC0780'
 GC0780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 GC0780'31E FOR 0.5 MILE TO LIBERTY LANE ON THE LEFT AND THE MARK AS
 GC0780'DESCRIBED.
 GC0780'
 GC0780'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 GC0780
 GC0780                          STATION RECOVERY (1972)
 GC0780
 GC0780'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GC0780'PIKE 1961 RECOVERED IN GOOD CONDITION.
 GC0780'PIKE AZIMUTH MARK 1961 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0778 ***********************************************************************
 GC0778  DESIGNATION -  PIKE AZ MK
 GC0778  PID         -  GC0778
 GC0778  STATE/COUNTY-  TN/DAVIDSON
 GC0778  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0778
 GC0778                         *CURRENT SURVEY CONTROL
 GC0778  ___________________________________________________________________
 GC0778* NAD 83(1986)-  36 18 17.     (N)    086 41 21.     (W)     SCALED    
 GC0778* NAVD 88     -       161.603  (meters)     530.19   (feet)  ADJUSTED  
 GC0778  ___________________________________________________________________
 GC0778  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0778  DYNAMIC HT  -         161.467 (meters)     529.75  (feet)  COMP
 GC0778  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GC0778
 GC0778  VERT ORDER  -  SECOND    CLASS 0
 GC0778
 GC0778.The horizontal coordinates were scaled from a topographic map and have
 GC0778.an estimated accuracy of +/- 6 seconds.
 GC0778
 GC0778.The orthometric height was determined by differential leveling
 GC0778.and adjusted by the National Geodetic Survey in June 1991..
 GC0778
 GC0778.The geoid height was determined by GEOID03.
 GC0778
 GC0778.The dynamic height is computed by dividing the NAVD 88
 GC0778.geopotential number by the normal gravity value computed on the
 GC0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0778.degrees latitude (g = 980.6199 gals.).
 GC0778
 GC0778.The modeled gravity was interpolated from observed gravity values.
 GC0778
 GC0778;                    North         East    Units  Estimated Accuracy
 GC0778;SPC TN       -   218,950.      538,100.      MT  (+/- 180 meters Scaled)
 GC0778
 GC0778                          SUPERSEDED SURVEY CONTROL
 GC0778
 GC0778  NGVD 29 (??/??/??)  161.68   (m)          530.4    (f) RESET       3  
 GC0778
 GC0778.Superseded values are not recommended for survey control.
 GC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0778.See file dsdata.txt to determine how the superseded data were derived.
 GC0778
 GC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF279177(NAD 83)
 GC0778_MARKER: DD = SURVEY DISK
 GC0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0778_SP_SET: CULVERT
 GC0778_STAMPING: PIKE AZI 1961
 GC0778_MARK LOGO: TNHD  
 GC0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0778
 GC0778  HISTORY     - Date     Condition        Report By
 GC0778  HISTORY     - 1961     MONUMENTED       TNHD
 GC0778
 GC0778                          STATION DESCRIPTION
 GC0778
 GC0778'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0778'3.7 MI NE FROM MADISON.
 GC0778'FROM THE POST OFFICE IN MADISON, GO NORTH AND EAST ON U.S.
 GC0778'HIGHWAY 31E FOR 3.7 MILES TO LIBERTY LANE AND THE MARK ON THE
 GC0778'LEFT.  THE MARK IS LOCATED 44 FEET NORTHWEST OF THE CENTERLINE
 GC0778'OF U.S. HIGHWAY 31E AND 19 FEET SOUTHWEST OF THE CENTERLINE OF
 GC0778'LIBERTY LANE.  THE MARK IS CEMENTED IN A DRILLED HOLE IN THE
 GC0778'WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0779 ***********************************************************************
 GC0779  DESIGNATION -  PIKE RM 1
 GC0779  PID         -  GC0779
 GC0779  STATE/COUNTY-  TN/DAVIDSON
 GC0779  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0779
 GC0779                         *CURRENT SURVEY CONTROL
 GC0779  ___________________________________________________________________
 GC0779* NAD 83(1986)-  36 18 01.     (N)    086 41 43.     (W)     SCALED    
 GC0779* NAVD 88     -       157.518  (meters)     516.79   (feet)  ADJUSTED  
 GC0779  ___________________________________________________________________
 GC0779  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0779  DYNAMIC HT  -         157.385 (meters)     516.35  (feet)  COMP
 GC0779  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GC0779
 GC0779  VERT ORDER  -  SECOND    CLASS 0
 GC0779
 GC0779.The horizontal coordinates were scaled from a topographic map and have
 GC0779.an estimated accuracy of +/- 6 seconds.
 GC0779
 GC0779.The orthometric height was determined by differential leveling
 GC0779.and adjusted by the National Geodetic Survey in June 1991..
 GC0779
 GC0779.The geoid height was determined by GEOID03.
 GC0779
 GC0779.The dynamic height is computed by dividing the NAVD 88
 GC0779.geopotential number by the normal gravity value computed on the
 GC0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0779.degrees latitude (g = 980.6199 gals.).
 GC0779
 GC0779.The modeled gravity was interpolated from observed gravity values.
 GC0779
 GC0779;                    North         East    Units  Estimated Accuracy
 GC0779;SPC TN       -   218,460.      537,550.      MT  (+/- 180 meters Scaled)
 GC0779
 GC0779                          SUPERSEDED SURVEY CONTROL
 GC0779
 GC0779  NGVD 29 (??/??/92)  157.569  (m)          516.96   (f) ADJ UNCH    2 0
 GC0779
 GC0779.Superseded values are not recommended for survey control.
 GC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0779.See file dsdata.txt to determine how the superseded data were derived.
 GC0779
 GC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF273172(NAD 83)
 GC0779_MARKER: DD = SURVEY DISK
 GC0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0779_STAMPING: PIKE RM-1 1961
 GC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0779+STABILITY: SURFACE MOTION
 GC0779
 GC0779  HISTORY     - Date     Condition        Report By
 GC0779  HISTORY     - 1961     MONUMENTED       TNHD
 GC0779
 GC0779                          STATION DESCRIPTION
 GC0779
 GC0779'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0779'3 MI NE FROM MADISON.
 GC0779'THIS MARK IS LOCATED AT THE PIKE 1961 STATION SITE, 85 FEET
 GC0779'WEST OF THE CENTERLINE OF SHEPHERD HILLS DRIVE, 56 FEET SOUTHEAST
 GC0779'OF THE CENTERLINE OF U.S. HIGHWAY 31E, 43 FEET EAST OF A
 GC0779'TELEPHONE POLE, AND 76 FEET NORTHEAST OF THE STATION.  THE
 GC0779'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0779'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0781 ***********************************************************************
 GC0781  DESIGNATION -  PIKE RM 2
 GC0781  PID         -  GC0781
 GC0781  STATE/COUNTY-  TN/DAVIDSON
 GC0781  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0781
 GC0781                         *CURRENT SURVEY CONTROL
 GC0781  ___________________________________________________________________
 GC0781* NAD 83(1986)-  36 18 01.     (N)    086 41 43.     (W)     SCALED    
 GC0781* NAVD 88     -       156.678  (meters)     514.03   (feet)  ADJUSTED  
 GC0781  ___________________________________________________________________
 GC0781  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0781  DYNAMIC HT  -         156.545 (meters)     513.60  (feet)  COMP
 GC0781  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 GC0781
 GC0781  VERT ORDER  -  SECOND    CLASS 0
 GC0781
 GC0781.The horizontal coordinates were scaled from a topographic map and have
 GC0781.an estimated accuracy of +/- 6 seconds.
 GC0781
 GC0781.The orthometric height was determined by differential leveling
 GC0781.and adjusted by the National Geodetic Survey in June 1991..
 GC0781
 GC0781.The geoid height was determined by GEOID03.
 GC0781
 GC0781.The dynamic height is computed by dividing the NAVD 88
 GC0781.geopotential number by the normal gravity value computed on the
 GC0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0781.degrees latitude (g = 980.6199 gals.).
 GC0781
 GC0781.The modeled gravity was interpolated from observed gravity values.
 GC0781
 GC0781;                    North         East    Units  Estimated Accuracy
 GC0781;SPC TN       -   218,460.      537,550.      MT  (+/- 180 meters Scaled)
 GC0781
 GC0781                          SUPERSEDED SURVEY CONTROL
 GC0781
 GC0781  NGVD 29 (??/??/92)  156.729  (m)          514.20   (f) ADJ UNCH    2 0
 GC0781
 GC0781.Superseded values are not recommended for survey control.
 GC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0781.See file dsdata.txt to determine how the superseded data were derived.
 GC0781
 GC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF273172(NAD 83)
 GC0781_MARKER: DD = SURVEY DISK
 GC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0781_STAMPING: PIKE RM-2 1961
 GC0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0781+STABILITY: SURFACE MOTION
 GC0781
 GC0781  HISTORY     - Date     Condition        Report By
 GC0781  HISTORY     - 1961     MONUMENTED       TNHD
 GC0781
 GC0781                          STATION DESCRIPTION
 GC0781
 GC0781'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0781'3 MI NE FROM MADISON.
 GC0781'THIS MARK IS LOCATED AT THE PIKE 1961 STATION SITE, 61 FEET
 GC0781'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 35 FEET EAST OF
 GC0781'A TELEPHONE POLE, AND 78.2 FEET SOUTHWEST OF THE STATION.  THE
 GC0781'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0781'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2610 ***********************************************************************
 GB2610  DESIGNATION -  PILOT
 GB2610  PID         -  GB2610
 GB2610  STATE/COUNTY-  TN/MORGAN
 GB2610  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2610
 GB2610                         *CURRENT SURVEY CONTROL
 GB2610  ___________________________________________________________________
 GB2610* NAD 83(1995)-  36 11 13.29202(N)    084 37 40.93131(W)     ADJUSTED  
 GB2610* NAVD 88     -       764.9    (meters)    2510.     (feet)  VERTCON   
 GB2610  ___________________________________________________________________
 GB2610  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GB2610  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB2610
 GB2610  HORZ ORDER  -  SECOND
 GB2610
 GB2610.The horizontal coordinates were established by classical geodetic methods
 GB2610.and adjusted by the National Geodetic Survey in April 1999..
 GB2610
 GB2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2610
 GB2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2610
 GB2610.The geoid height was determined by GEOID03.
 GB2610
 GB2610;                    North         East     Units Scale Factor Converg.
 GB2610;SPC TN       -   206,532.048   723,400.476   MT  0.99996732   +0 48 11.5
 GB2610;SPC TN       -   677,597.23  2,373,356.40   sFT  0.99996732   +0 48 11.5
 GB2610;UTM  16      - 4,007,300.225   713,292.132   MT  1.00016057   +1 24 03.6
 GB2610
 GB2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2610!SPC TN       -   0.99988453  x   0.99996732  =   0.99985186
 GB2610!UTM  16      -   0.99988453  x   1.00016057  =   1.00004508
 GB2610
 GB2610|---------------------------------------------------------------------|
 GB2610| PID    Reference Object                     Distance      Geod. Az  |
 GB2610|                                                           dddmmss.s |
 GB2610| GB2609 PILOT MTN TSFS LOT NC 9               4.613 METERS 06049     |
 GB2610| DC2954 PILOT RM 1                            6.646 METERS 09107     |
 GB2610| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 1.7 KM 2612359.3 |
 GB2610|---------------------------------------------------------------------|
 GB2610
 GB2610                          SUPERSEDED SURVEY CONTROL
 GB2610
 GB2610  NAD 83(1995)-  36 11 13.29676(N)    084 37 40.93239(W) AD(       ) 2
 GB2610  NAD 83(1995)-  36 11 13.29985(N)    084 37 40.93569(W) AD(       ) 2
 GB2610  NAD 83(1986)-  36 11 13.30333(N)    084 37 40.93198(W) AD(       ) 2
 GB2610  NAD 27      -  36 11 13.03089(N)    084 37 41.13271(W) AD(       ) 2
 GB2610  NGVD 29 (07/19/86)  765.0    (m)         2510.     (f) VERT ANG       
 GB2610
 GB2610.Superseded values are not recommended for survey control.
 GB2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2610.See file dsdata.txt to determine how the superseded data were derived.
 GB2610
 GB2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1329207300(NAD 83)
 GB2610_MARKER: DD = SURVEY DISK
 GB2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2610
 GB2610  HISTORY     - Date     Condition        Report By
 GB2610  HISTORY     - 1965     MONUMENTED       TNHD
 GB2610
 GB2610                          STATION DESCRIPTION
 GB2610
 GB2610'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2610'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WARTBURG, ON A MOUNTAIN
 GB2610'LOCALLY KNOWN AS PILOT MOUNTAIN AND AT THE SITE OF FIRE TOWER NO.
 GB2610'N.C.9.
 GB2610'
 GB2610'TO REACH THE STATION FROM THE POST OFFECE IN WARTBURG, GO NORTHERLY
 GB2610'ON U.S. HIGHWAY 27 FOR 6.7 MILES TO A GRAVELED ROAD ON THE RIGHT AT
 GB2610'A SIGN, FIRE TOWER. TURN RIGHT AND GO EASTERLY ON THE MAIN GRAVELED
 GB2610'ROAD FOR 3.1 MILES TO PILOT MOUNTAIN, SOUTHERN RAILROAD
 GB2610'MICROWAVE RELAY MAST ON THE LEFT. CONTINUE FOR 0.05 MILE TO A POINT
 GB2610'WHERE THE MAIN ROAD TURNS LEFT AND A TRACK ROAD LEADS RIGHT,
 GB2610'TURN RIGHT AND GO 1.7 MILES TO THE FIRE TOWER AND THE STATION AT THE
 GB2610'TOP OF THE MOUNTAIN.
 GB2610'
 GB2610'THE STATION IS 16 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE FIRE
 GB2610'TOWER AND 6 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE FIRE TOWER.
 GB2610'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2610'DEPARTMENT DISKS AND THE DISKS ARE STAMPED PILOT 1965. THE
 GB2610'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GB2610'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2610'MONUMENT.
 GB2610'
 GB2610'REFERENCE MARK NO. 1 IS AN ARROW POINTING TOWARD THE STATION STAMPED
 GB2610'IN THE BASE PLATE OF THE SOUTHEAST LEG OF THE FIRE TOWER. AROUND IT
 GB2610'IS STAMPED PILOT RM-1 1965.
 GB2610'
 GB2610'PILOT MTN. 1941 WILL SERVE AS A REFERENCE MARK. IT IS LOCATED
 GB2610'DIRECTLY UNDER THE CENTER OF THE FIRE TOWER. IT IS A TENNESSEE
 GB2610'DIVISION OF GEOLOGY DISK SET IN A 4-INCH, SQUARE, FLUSH, CONCRETE
 GB2610'MONUMENT AND THE DISK IS STAMPED PILOT MTN.  1941.
 GB2610'
 GB2610'PILOT MOUNTAIN, SOUTHERN RAILROAD MICROWAVE RELAY MAST WILL SERVE AS
 GB2610'THE AZIMUTH MARK.
 GB2610'
 GB2610'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2610'
 GB2610'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2382 ***********************************************************************
 GB2382  DESIGNATION -  PILOT
 GB2382  PID         -  GB2382
 GB2382  STATE/COUNTY-  TN/OVERTON
 GB2382  USGS QUAD   -  ALPINE (1979)
 GB2382
 GB2382                         *CURRENT SURVEY CONTROL
 GB2382  ___________________________________________________________________
 GB2382* NAD 83(1995)-  36 25 26.55467(N)    085 14 10.96646(W)     ADJUSTED  
 GB2382* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 GB2382  ___________________________________________________________________
 GB2382  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GB2382  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB2382
 GB2382  HORZ ORDER  -  FIRST
 GB2382
 GB2382.The horizontal coordinates were established by classical geodetic methods
 GB2382.and adjusted by the National Geodetic Survey in April 1999..
 GB2382
 GB2382.The orthometric height was scaled from a topographic map.
 GB2382
 GB2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2382
 GB2382.The geoid height was determined by GEOID03.
 GB2382
 GB2382;                    North         East     Units Scale Factor Converg.
 GB2382;SPC TN       -   232,234.357   668,479.750   MT  1.00000132   +0 26 49.4
 GB2382;SPC TN       -   761,922.22  2,193,170.65   sFT  1.00000132   +0 26 49.4
 GB2382;UTM  16      - 4,032,427.727   658,103.048   MT  0.99990798   +1 02 50.6
 GB2382
 GB2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2382!SPC TN       -   0.99992016  x   1.00000132  =   0.99992148
 GB2382!UTM  16      -   0.99992016  x   0.99990798  =   0.99982814
 GB2382
 GB2382|---------------------------------------------------------------------|
 GB2382| PID    Reference Object                     Distance      Geod. Az  |
 GB2382|                                                           dddmmss.s |
 GB2382| CG6335 PILOT RM 3                           24.545 METERS 02314     |
 GB2382| CG6333 PILOT RM 1                           19.312 METERS 15359     |
 GB2382| CG6332 PILOT AZ MK                                        2290424.8 |
 GB2382| CG6334 PILOT RM 2                           25.579 METERS 24149     |
 GB2382| CG6336 PILOT RM 4                           21.677 METERS 27606     |
 GB2382| GB2395 ALLONS                              APPROX.11.3 KM 2883648.6 |
 GB2382|---------------------------------------------------------------------|
 GB2382
 GB2382                          SUPERSEDED SURVEY CONTROL
 GB2382
 GB2382  NAD 83(1995)-  36 25 26.55522(N)    085 14 10.96766(W) AD(       ) 1
 GB2382  NAD 83(1995)-  36 25 26.56449(N)    085 14 10.97049(W) AD(       ) 1
 GB2382  NAD 83(1986)-  36 25 26.56607(N)    085 14 10.97053(W) AD(       ) 1
 GB2382  NAD 27      -  36 25 26.33300(N)    085 14 11.10500(W) AD(       ) 1
 GB2382
 GB2382.Superseded values are not recommended for survey control.
 GB2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2382.See file dsdata.txt to determine how the superseded data were derived.
 GB2382
 GB2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5810332428(NAD 83)
 GB2382_MARKER: DS = TRIANGULATION STATION DISK
 GB2382_SETTING: 80 = SET IN A BOULDER
 GB2382_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2382
 GB2382  HISTORY     - Date     Condition        Report By
 GB2382  HISTORY     - 1935     MONUMENTED       CGS
 GB2382  HISTORY     - 1949     GOOD             CGS
 GB2382  HISTORY     - 1955     SEE DESCRIPTION  USGS
 GB2382
 GB2382                          STATION DESCRIPTION
 GB2382
 GB2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2382'THE STATION IS ON THE PROPERTY OF MR. JIM NERROD, OF DETROIT, ON THE
 GB2382'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS PILOT KNOB, ABOUT 1
 GB2382'MILE S OF HIGHWAY 42, AND ABOUT 1 MILE SE OF THE VILLAGE OF MONROE.
 GB2382'
 GB2382'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GB2382'BOULDER.
 GB2382'
 GB2382'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A 6-INCH SQUARE
 GB2382'BURIED ROCK WHICH PROJECTS ABOUT 2 INCHES.  IT IS SSE OF THE
 GB2382'STATION, AND ABOUT 5 FEET LOWER THAN SAME, AND 5 YARDS ENE OF A
 GB2382'DOUBLE 14-INCH CHESTNUT OAK TREE.
 GB2382'
 GB2382'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A 12-BY 4-INCH
 GB2382'BURIED ROCK, AND IS WSW OF THE STATION, ALONG THE TOP OF THE RIDGE,
 GB2382'7 FEET N OF AN 18-INCH OAK TREE.  MARK PROJECTS ABOUT 2 INCHES.
 GB2382'
 GB2382'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 GB2382'IN OUTCROPPING BEDROCK, IS SW OF THE STATION, 3 PACES S OF AN
 GB2382'8-INCH TRIANGULAR BLAZED OAK TREE, 12 PACES NW OF DIM WOODS ROAD, 15
 GB2382'PACES N OF A TRIPLE 20-INCH CHESTNUT OAK TREE, 8 PACES SSE OF THE
 GB2382'TOP OF THE RIDGE, AND IN THE S CORNER OF A 3-INCH SQUARE SLANTING
 GB2382'ROCK WHICH IS FLUSH WITH THE GROUND.
 GB2382'
 GB2382'TO REACH THE STATION FROM THE COURTHOUSE IN LIVINGSTON, GO N ON
 GB2382'ROUTES 42 AND 85 FOR 1.15 MILES TO THEIR JUNCTION.  TURN RIGHT
 GB2382'WITH ROUTE 85 FOR 5.25 MILES TO A DIRT T-ROAD LEFT.  (THIS POINT IS
 GB2382'1/2 MILE W OF ALPINE).  TURN LEFT AND GO 0.1 MILE TO FORKS.  TAKE
 GB2382'RIGHT FORK FOR 1.1 MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE FOR
 GB2382'0.25 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE FOR 0.3 MILE TO
 GB2382'THE HOME OF MR. W.D. CRAWFORD AND END OF TRUCK TRAVEL.  FROM HERE
 GB2382'TAKE ROAD THROUGH BARN LOT AND UP HILL TO THE NW FOR ABOUT
 GB2382'1-1/4 MILES TO THE HIGHEST POINT AND STATION.  THE STATION MARK IS 18
 GB2382'FEET W OF A 14-INCH TRIANGULAR-BLAZED CHESTNUT OAK TREE AND 13 FEET
 GB2382'N OF A TRIPLE NOTCHED 12-INCH OAK TREE.  IT IS SET IN THE TOP OF A
 GB2382'6-INCH SQUARE BURIED BOULDER.
 GB2382'
 GB2382'A 64-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 GB2382
 GB2382                          STATION RECOVERY (1949)
 GB2382
 GB2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2382'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2382'GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAS BEEN
 GB2382'DESTROYED.  REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED BY THIS
 GB2382'PARTY AT THIS TIME.  DISTANCE AND DIRECTION TO ALL MARKS WERE CHECKED
 GB2382'AS NOTED BELOW.  A NEW DESCRIPTION FOLLOWS.
 GB2382'
 GB2382'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF BYRDSTOWN AND 6 MILES
 GB2382'NORTHEAST OF LIVINGSTON ON WHAT IS KNOWN LOCALLY AS PILOT KNOB.  IT
 GB2382'IS 13 FEET NORTH OF A TRIANGLE BLAZED OAK TREE AND 8 FEET NORTHWEST
 GB2382'OF A WHITE WITNESS POST.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 GB2382'A SMALL BOULDER WHICH IS FLUSH WITH THE GROUND AND IS STAMPED PILOT
 GB2382'1935.
 GB2382'
 GB2382'REFERENCE MARK NO. 2 IS 83.92 FEET SOUTHWEST OF STATION AND 10 FEET
 GB2382'SOUTH OF A BLAZED OAK TREE.  THE DISK IS SET FLUSH IN A SMALL
 GB2382'BOULDER WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED PILOT NO 2 1935.
 GB2382'
 GB2382'REFERENCE MARK NO. 3 IS 80.53 FEET NORTH OF STATION.  THE MARK
 GB2382'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PILOT NO 3 1949.
 GB2382'
 GB2382'REFERENCE MARK NO. 4 IS 71.12 FEET WEST OF STATION.  THE MARK
 GB2382'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED PILOT NO 4 1949.
 GB2382'
 GB2382'AZIMUTH MARK IS APPROXIMATELY 100 YARDS SOUTHWEST OF STATION, 14 FEET
 GB2382'SOUTHEAST OF A BLAZED OAK TREE AND 7 FEET SOUTH OF ANOTHER BLAZED OAK
 GB2382'TREE.  THE DISK IS SET FLUSH IN A LARGE FLAT BOULDER WHICH PROJECTS
 GB2382'ABOUT 2 INCHES AND IS STAMPED PILOT AZI 1935.
 GB2382'
 GB2382'TO REACH STATION FROM THE COURTHOUSE IN LIVINGSTON, GO NORTH ON STATE
 GB2382'HIGHWAY 42 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 85, TURN
 GB2382'LEFT ON HIGHWAY 42 AND GO NORTH AND EAST FOR 6.5 MILES TO A DIRT T
 GB2382'ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO 0.3 MILE TO A T ROAD
 GB2382'RIGHT, TURN RIGHT ON WOODS ROAD AND GO 0.3 MILE TO A FORK IN ROAD,
 GB2382'TURN RIGHT AND GO ABOUT 100 FEET TO ANOTHER FORK IN ROAD, TURN LEFT
 GB2382'ON DIM WOODS ROAD AND FOLLOW MAIN DIRT ROAD TO TOP OF RIDGE, TURN
 GB2382'RIGHT ON TOP OF RIDGE AND GO TO THE HIGHEST POINT AND STATION AS
 GB2382'DESCRIBED.
 GB2382'
 GB2382'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2382
 GB2382                          STATION RECOVERY (1955)
 GB2382
 GB2382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GB2382'REFERENCE MARK NO. 2 DISK KNOCKED OUT OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2163 ***********************************************************************
 GC2163  DESIGNATION -  PILOT
 GC2163  PID         -  GC2163
 GC2163  STATE/COUNTY-  TN/WILSON
 GC2163  USGS QUAD   -  VINE (1994)
 GC2163
 GC2163                         *CURRENT SURVEY CONTROL
 GC2163  ___________________________________________________________________
 GC2163* NAD 83(1995)-  36 06 49.29332(N)    086 17 29.94646(W)     ADJUSTED  
 GC2163* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 GC2163  ___________________________________________________________________
 GC2163  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GC2163  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC2163
 GC2163  HORZ ORDER  -  FIRST
 GC2163
 GC2163.The horizontal coordinates were established by classical geodetic methods
 GC2163.and adjusted by the National Geodetic Survey in April 1999..
 GC2163
 GC2163.The orthometric height was scaled from a topographic map.
 GC2163
 GC2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2163
 GC2163.The geoid height was determined by GEOID03.
 GC2163
 GC2163;                    North         East     Units Scale Factor Converg.
 GC2163;SPC TN       -   197,569.350   573,742.477   MT  0.99996027   -0 10 14.7
 GC2163;SPC TN       -   648,192.11  1,882,353.44   sFT  0.99996027   -0 10 14.7
 GC2163;UTM  16      - 3,996,791.013   563,750.478   MT  0.99965008   +0 25 03.0
 GC2163
 GC2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2163!SPC TN       -   0.99994681  x   0.99996027  =   0.99990708
 GC2163!UTM  16      -   0.99994681  x   0.99965008  =   0.99959690
 GC2163
 GC2163:                Primary Azimuth Mark                     Grid Az
 GC2163:SPC TN       -  JENNINGS                                 061 06 10.3
 GC2163:UTM  16      -  JENNINGS                                 060 30 52.6
 GC2163
 GC2163|---------------------------------------------------------------------|
 GC2163| PID    Reference Object                     Distance      Geod. Az  |
 GC2163|                                                           dddmmss.s |
 GC2163| GC2150 JENNINGS                            APPROX. 7.9 KM 0605555.6 |
 GC2163|---------------------------------------------------------------------|
 GC2163
 GC2163                          SUPERSEDED SURVEY CONTROL
 GC2163
 GC2163  NAD 83(1995)-  36 06 49.29661(N)    086 17 29.94923(W) AD(       ) 1
 GC2163  NAD 83(1995)-  36 06 49.29811(N)    086 17 29.95029(W) AD(       ) 1
 GC2163  NAD 83(1986)-  36 06 49.30448(N)    086 17 29.94825(W) AD(       ) 1
 GC2163  NAD 27      -  36 06 49.09400(N)    086 17 29.97800(W) AD(       ) 1
 GC2163
 GC2163.Superseded values are not recommended for survey control.
 GC2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2163.See file dsdata.txt to determine how the superseded data were derived.
 GC2163
 GC2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6375096791(NAD 83)
 GC2163_MARKER: X = CHISELED CROSS
 GC2163_SETTING: 0 = UNSPECIFIED SETTING
 GC2163_MARK LOGO: USGS  
 GC2163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2163
 GC2163  HISTORY     - Date     Condition        Report By
 GC2163  HISTORY     - 1879     MONUMENTED       USGS
 GC2163
 GC2163                          STATION DESCRIPTION
 GC2163
 GC2163'DESCRIBED BY US GEOLOGICAL SURVEY 1879 (AHB)
 GC2163'ABOUT 6 MILES SOUTH OF LEBANON AND ABOUT 2 MILES EAST OF
 GC2163'LEBANON-MURFREESBORO PIKE.  TO REACH FROM COURTHOUSE AT
 GC2163'LEBANON, GO SOUTH 7.9 MILES ON LEBANON-MURFREESBORO PIKE TO BAIRDS
 GC2163'MILLS, TURN LEFT ONTO GRAVEL ROAD, GO 1.15 MILES TO ECHO VALLEY
 GC2163'STOCK FARM (HOMER HANCOCK, PROPRIETOR), TURN LEFT INTO FARM, GO 100
 GC2163'YARDS, TURN RIGHT, AND GO 1.2 MILES TO HOUSE OF FRANK MCDANIELS.
 GC2163'FROM HOUSE STATION SITE MAY BE SEEN ON HIGH HILL BEARING N. 60 DEG.
 GC2163'E. (MAGNETIC).  SURFACE MARK IS INTERSECTION OF NORTH-SOUTH AND
 GC2163'EAST-WEST GROOVES SURROUNDED BY LETTERS U.S.G.S. CUT IN DRESSED TOP
 GC2163'OF STONE POST, 10 INCHES SQUARE AND 2-1/2 FEET LONG, SET FLUSH
 GC2163'WITH SURFACE OF GROUND.  UNDERGROUND MARK IS STONE INK JUG FILLED
 GC2163'WITH ASHES.  FOUR STONE POSTS ROUGHLY DRESSED AT TOP ARE 6 FEET FROM
 GC2163'STATION, NORTH, SOUTH, EAST, AND WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2626 ***********************************************************************
 GC2626  DESIGNATION -  PILOT
 GC2626  PID         -  GC2626
 GC2626  STATE/COUNTY-  TN/BENTON
 GC2626  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2626
 GC2626                         *CURRENT SURVEY CONTROL
 GC2626  ___________________________________________________________________
 GC2626* NAD 83(1995)-  36 05 19.00453(N)    087 58 26.71693(W)     ADJUSTED  
 GC2626* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2626  ___________________________________________________________________
 GC2626  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2626  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GC2626
 GC2626  HORZ ORDER  -  SECOND
 GC2626
 GC2626.The horizontal coordinates were established by classical geodetic methods
 GC2626.and adjusted by the National Geodetic Survey in April 1999..
 GC2626
 GC2626.The orthometric height was scaled from a topographic map.
 GC2626
 GC2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2626
 GC2626.The geoid height was determined by GEOID03.
 GC2626
 GC2626;                    North         East     Units Scale Factor Converg.
 GC2626;SPC TN       -   196,540.393   422,227.759   MT  0.99995824   -1 09 20.6
 GC2626;SPC TN       -   644,816.27  1,385,258.91   sFT  0.99995824   -1 09 20.6
 GC2626;UTM  16      - 3,994,216.057   412,304.776   MT  0.99969476   -0 34 25.7
 GC2626
 GC2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2626!SPC TN       -   0.99997247  x   0.99995824  =   0.99993071
 GC2626!UTM  16      -   0.99997247  x   0.99969476  =   0.99966724
 GC2626
 GC2626|---------------------------------------------------------------------|
 GC2626| PID    Reference Object                     Distance      Geod. Az  |
 GC2626|                                                           dddmmss.s |
 GC2626| CG6330 PILOT RM 1                           21.477 METERS 15355     |
 GC2626| GC2621 NEW JOHNSONVILLE RAD KID 282        APPROX. 6.1 KM 1580546.8 |
 GC2626| GC2620 NATHAN FORREST MON PILOT KNOB        17.471 METERS 16137     |
 GC2626| GC2624 NEW JOHNSONVILLE TVA PWR S TK       APPROX. 7.4 KM 1865532.9 |
 GC2626| GC2623 NEW JOHNSONVILLE TVA PWR N TK       APPROX. 6.5 KM 1871044.3 |
 GC2626| CG6331 PILOT RM 2                           20.640 METERS 28451     |
 GC2626| CG6329 PILOT AZ MK                                        2914440.2 |
 GC2626| GC2625 PILOT KNOB ST POLICE RAD MAST        17.860 METERS 32501     |
 GC2626|---------------------------------------------------------------------|
 GC2626
 GC2626                          SUPERSEDED SURVEY CONTROL
 GC2626
 GC2626  NAD 83(1995)-  36 05 19.00675(N)    087 58 26.72148(W) AD(       ) 2
 GC2626  NAD 83(1995)-  36 05 19.00679(N)    087 58 26.72272(W) AD(       ) 2
 GC2626  NAD 83(1986)-  36 05 19.01419(N)    087 58 26.71812(W) AD(       ) 2
 GC2626  NAD 27      -  36 05 18.80000(N)    087 58 26.60200(W) AD(       ) 2
 GC2626
 GC2626.Superseded values are not recommended for survey control.
 GC2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2626.See file dsdata.txt to determine how the superseded data were derived.
 GC2626
 GC2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1230594216(NAD 83)
 GC2626_MARKER: DS = TRIANGULATION STATION DISK
 GC2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2626
 GC2626  HISTORY     - Date     Condition        Report By
 GC2626  HISTORY     - 1934     MONUMENTED       CGS
 GC2626  HISTORY     - 1952     GOOD             CGS
 GC2626  HISTORY     - 1968     GOOD             CGS
 GC2626  HISTORY     - 1969     GOOD             CGS
 GC2626  HISTORY     - 1971     GOOD             LOCENG
 GC2626  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC2626
 GC2626                          STATION DESCRIPTION
 GC2626
 GC2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2626'ABOUT 11-1/2 MILES SOUTH-SOUTHEAST OF BIG SANDY, 7 MILES
 GC2626'EAST-NORTHEAST OF CAMDEN, 2-1/4 MILES NORTHEAST OF EVA, 1-1/4 MILES
 GC2626'NORTHWEST OF TENNESSEE RIVER, ON TOP OF PILOT KNOB, BETWEEN PAVILION
 GC2626'AND NATHAN BEDFORD FORREST MONUMENT, 7.1 FEET SOUTH-SOUTHWEST OF
 GC2626'WEST PILLAR AT SOUTH ENTRANCE OF STONE PAVILION, AND 20.2 FEET WEST
 GC2626'OF 14-INCH WHITE OAK. TO REACH FROM NORTHEAST CORNER OF SQUARE IN
 GC2626'CAMDEN, GO EAST 0.05 MILE ON GRAVEL ROAD TO FORKS, FOLLOW RIGHT FORK
 GC2626'DOWN HILL 2.0 MILES TO FORKS, FOLLOW MAIN LEFT FORK 3.45 MILES TO
 GC2626'T-ROAD AT PAFFORDS STORE IN EVA, TURN LEFT AND GO 0.1 MILE TO
 GC2626'T-ROAD RIGHT AT EVA POST OFFICE, TURN RIGHT (NORTHEAST) AND FOLLOW
 GC2626'MAIN ROAD 2.8 MILES TO PAVILION, MONUMENT, AND STATION.
 GC2626'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 GC2626'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 GC2626'SOUTHEAST CORNER OF SIDEWALK AROUND FORREST MONUMENT, 25.8 FEET
 GC2626'SOUTHEAST OF MONUMENT, AND 70.72 FEET FROM STATION.
 GC2626'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD
 GC2626'REFERENCE DISKS IN CONCRETE.  NO. 2 IS 36.7 FEET WEST OF
 GC2626'WEST STEPS TO PAVILION, 15 FEET, SOUTHWEST OF CENTER LINE OF
 GC2626'DRIVEWAY, 2.7 FEET NORTHEAST OF 12-INCH OAK, AND 67.82 FEET FROM
 GC2626'STATION.  AZIMUTH MARK IS 25 FEET
 GC2626'SOUTHWEST OF CENTER LINE OF ROAD LEADING TO PAVILION, 6 FEET ABOVE
 GC2626'ROAD, AND 675 FEET FORM STATION.
 GC2626'PILOT KNOB, NATHAN BEDFORD FORREST MONUMENT IS 57.32 FT FROM STATION.
 GC2626
 GC2626                          STATION RECOVERY (1952)
 GC2626
 GC2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2626'RECOVERED IN GOOD CONDITION.
 GC2626
 GC2626                          STATION RECOVERY (1968)
 GC2626
 GC2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2626'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2626'CONDITION.
 GC2626'
 GC2626'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GC2626'
 GC2626'THE STATION IS LOCATED ON TOP OF A HIGH PROMINENT HILL KNOWN AS PILOT
 GC2626'KNOB WHICH OVERLOOKS A BROAD EXPANSE OF KENTUCKY LAKE ON THE
 GC2626'TENNESSEE RIVER TO THE EAST AND SOUTHEAST AND IS AT THE NATHAN
 GC2626'BEDFORD FORREST MEMORIAL PARK, ABOUT 11-1/2 MILES SOUTHEAST OF BIG
 GC2626'SANDY, 7 MILES EAST-NORTHEAST OF CAMDEN, 4 MILES NORTH OF NEW
 GC2626'JOHNSONVILLE, AND 2 MILES NORTHEAST OF EVA.
 GC2626'
 GC2626'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE BENTON COUNTY
 GC2626'COURTHOUSE SQUARE IN CAMDEN, GO EAST ON LAKE STREET FOR 0.1
 GC2626'OF A MILE TO A FORK AT THE JUNCTION WITH COUNTY ROAD S 8043 (1). HERE
 GC2626'KEEP THE LEFT FORK AND CONTINUE EAST AND NORTHEASTERLY ON COUNTY
 GC2626'ROAD S 8043 (1) FOR 2.4 MILES TO A FORK, KEEP THE LEFT FORK AND
 GC2626'CONTINUE NORTHEAST, EAST AND EAST-SOUTHEAST ON COUNTY ROAD S 8043
 GC2626'(1) FOR 3.4 MILES TO A CROSSROAD IN THE SMALL COMMUNITY OF EVA. (POST
 GC2626'OFFICE IN THE NORTHEAST ANGLE). HERE CONTINUE STRAIGHT AHEAD
 GC2626'CURVING LEFT ON COUNTY ROAD S 8043 (1) AND GO NORTHEASTERLY FOR 2.45
 GC2626'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEASTERLY FOR
 GC2626'ABOUT 0.1 OF A MILE TO THE PARKING AREA AT THE PAVILION AND THE
 GC2626'STATION BETWEEN THE PAVILION AND THE MONUMENT AS DESCRIBED.
 GC2626'
 GC2626'THE STATION IS 57.32 FEET NORTH-NORTHWEST OF THE NATHAN BEDFORD
 GC2626'FORREST MONUMENT, 33 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 GC2626'CORNER OF THE STONE PAVILION, 21.3 FEET EAST-SOUTHEAST OF THE
 GC2626'SOUTHWEST CORNER OF THE PAVILION, 17 FEET NORTH-NORTHWEST OF
 GC2626'THE APPROXIMATE CENTER OF A CIRCULAR DRIVE, AND 10.5 FEET SOUTHWEST
 GC2626'OF THE CENTER OF THE SOUTH ENTRANCE INTO THE PAVILION. IT IS A
 GC2626'STANDARD DISK SET IN THE TOP OF 16 INCH, IRREGULAR ROUND, FLUSH,
 GC2626'CONCRETE MONUMENT AND THE DISK IS STAMPED PILOT 1934.
 GC2626'
 GC2626'REFERENCE MARK NO. 1 IS 9.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2626'THE NATHAN BEDFORD FORREST MONUMENT BASE, 0.5 OF A FOOT NORTH OF
 GC2626'THE SOUTH EDGE OF A CONCRETE WALK, AND 0.5 OF A FOOT WEST OF THE EAST
 GC2626'EDGE OF THE WALK. IT IS A STANDARD DISK CEMENTED IN A DRILL
 GC2626'HOLE NEAR THE SOUTHEAST CORNER OF THE CONCRETE WALK AROUND THE
 GC2626'MONUMENT AND THE DISK IS STAMPED PILOT NO. 1 1934.
 GC2626'
 GC2626'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF THE WEST STEPS
 GC2626'LEADING INTO THE PAVILION, 32.5 FEET NORTH OF A 16-INCH CHESTNUT
 GC2626'OAK TREE, 23 FEET EAST OF A GUYED UTILITY AND LIGHT POLE, 13 FEET
 GC2626'SOUTHWEST OF THE APPROXIMATE CENTER OF THE CIRCULAR DRIVE, AND 2
 GC2626'FEET SOUTHWEST OF A POST-AND-RAIL FENCE. IT IS A STANDARD DISK SET IN
 GC2626'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 GC2626'THE SWARD AND THE DISK IS STAMPED PILOT NO. 2 1934.
 GC2626'
 GC2626'DUE TO LANDSCAPE PLANTINGS, NO EFFORT WAS MADE TO MEASURE BETWEEN THE
 GC2626'REFERENCE MARKS.
 GC2626'
 GC2626'THE AZIMUTH MARK IS 125 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2626'THE INTERSECTION OF THE MAIN ROAD AND A PAVED DRIVE LEADING INTO A
 GC2626'LOG CABIN, 105 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LOG CABIN
 GC2626'(MUSEUM), 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED
 GC2626'DRIVE TO THE LOG CABIN, 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC2626'OF COUNTY ROAD S 8043 (1), AND 21 FEET NORTH OF A 16-INCH
 GC2626'CHESTNUT OAK TREE. IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GC2626'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10
 GC2626'INCHES AND THE DISK IS STAMPED PILOT AZI 1934.
 GC2626'
 GC2626'DUE TO ALL MARKS AT THIS STATION BEING IN LANDSCAPED AND MOWED AREAS,
 GC2626'NO METAL WITNESS POST WERE SET.
 GC2626
 GC2626                          STATION RECOVERY (1969)
 GC2626
 GC2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC2626'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2626'CONDITION. THE STATION WAS OCCUPIED AND THE ANGLES BETWEEN THE
 GC2626'AZIMUTH MARK AND THE REFERENCE MARKS OBSERVED. DUE TO A HEAVY HAZE
 GC2626'OVER THE KENTUCKY LAKE ON THE TENNESSEE RIVER, NONE OF THE
 GC2626'INTERSECTIONS PREVIOUSLY OBSERVED FROM THIS STA COULD BE SEEN. A
 GC2626'DISCREPANCY OF - 00 DEG 01 MIN 02.7 SEC WAS NOTED IN THE
 GC2626'ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 2, ALTHOUGH THE
 GC2626'ANGLE FOR REFERENCE MARK NO. 1 WAS WITHIN THE REQUIRED
 GC2626'LIMITS. VERTICAL OBSERVATIONS WERE MADE ON THE REFERENCE MARKS FOR
 GC2626'USE IN REDUCING SLOPE MEASUREMENTS TO HORIZONTAL. WHEN THE
 GC2626'DISTANCES WERE REDUCED, THE FOLLOWING DISCREPANCIEES WERE NOTED.
 GC2626'STATION TO REFERENCE MARK NO. 1 - 0.26 OF A FOOT AND STATION TO
 GC2626'REFERENCE MARK NO. 2 - 0.11 OF A FOOT.
 GC2626'
 GC2626'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2626'
 GC2626'THE STATION IS LOCATED ON TOP OF A HIGH PROMINENT HILL KNOWN AS PILOT
 GC2626'KNOB, WHICH OVERLOOKS A BROAD EXPANSE OF THE KENTUCKY LAKE ON
 GC2626'THE TENNESSEE RIVER TO THE EAST AND SOUTHEAST, AND IS AT THE NATHAN
 GC2626'BEDFORD FORREST MEMORIAL PARK, ABOUT 11-1/2 MILES SOUTHEAST OF
 GC2626'BIG SANDY, 7 MILES EAST-NORTHEAST OF CAMDEN, 4 MILES NORTH OF NEW
 GC2626'JOHNSONVILLE, AND 2 MILES NORTHEAST OF EVA.
 GC2626'
 GC2626'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE BENTON COUNTY
 GC2626'COURTHOUSE SQUARE IN CAMDEN, GO EAST ON LAKE STREET FOR 0.1 OF A
 GC2626'MILE TO A FORK AT THE JUNCTION WITH COUNTY ROAD S 8043 (1). HERE KEEP
 GC2626'THE RIGHT FORK AND CONTINUE EAST AND NORTHEASTERLY ON COUNTY RD
 GC2626'S 8043 (1) FOR 2.4 MILES TO A FORK, KEEP THE LEFT FORK AND CONTINUE
 GC2626'NE, E AND EAST-SOUTHEAST ON COUNTY ROAD S 8043 (1) FOR
 GC2626'3.4 MILES TO A CROSSROAD IN THE SMALL COUMMUNITY OF EVA. (POST OFFICE
 GC2626'IN THE NORTHEAST ANGLE). HERE CONTINUE STRAIGHT AHEAD CURVING LEFT
 GC2626'ON COUNTY ROAD S 8043 (1) AND GO NORTHEASTERLY UP A STEEP,
 GC2626'WINDING, GRADE FOR 2.45 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GC2626'CONTINUE NORTHEASTERLY FOR ABOUT 0.1 OF A MILE TO THE PARKING AREA AT
 GC2626'THE STONE PAVILION AND THE STATION AS DESCRIBED.
 GC2626'
 GC2626'THE STATION IS 57.32 FEET NORTH-NORTHWEST OF THE NATHAN BEDFORD
 GC2626'FORREST MONUMENT, 33 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 GC2626'CORNER OF THE STONE PAVILION, 21.3 FEET EAST-SOUTHEAST OF THE
 GC2626'SOUTHWEST CORNER OF THE PAVILION, 17 FEET NORTH- NORTHWEST OF THE
 GC2626'APPROXIMATE CENTER OF A CIRCULAR DRIVE, AND 10.5 FEET SOUTHWEST OF
 GC2626'THE CENTER OF THE SOUTH ENTRANCE INTO THE PAVILION. IT IS A
 GC2626'STANDARD DISK SET IN THE TOP OF A 16-INCH, IRREGULAR ROUND, FLUSH,
 GC2626'CONCRETE MONUMENT AND THE DISK IS STAMPED PILOT 1934.
 GC2626'
 GC2626'REFERENCE MARK NO. 1 IS 9.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2626'THE NATHAN BEDFORD FORREST MONUMENT BASE, 0.5 OF A FOOT NORTH OF
 GC2626'THE SOUTH EDGE OF A CONCRETE WALK, AND 0.5 OF A FOOT WEST OF THE EAST
 GC2626'EDGE OF THE CONCRETE WALK. IT IS A STANDARD DISK CEMENTED IN A DRILL
 GC2626'HOLE NEAR THE SOUTHEAST CORNER OF THE CONCRETE SIDEWALK AROUND THE
 GC2626'MONUMENT AND THE DISK IS STAMPED PILOT NO. 1 1934.
 GC2626'
 GC2626'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF THE WEST STEPS
 GC2626'LEADING INTO THE PAVILION, 32.5 FEET NORTH OF A 16-INCH, CHESTNUT
 GC2626'OAK TREE, 23 FEET EAST OF A GUYED UTILITY AND LIGHT POLE, 13 FEET
 GC2626'SOUTHWEST OF THE APPROXIMATE CENTER OF THE CIRCULAR DRIVE, AND 2
 GC2626'FEET SOUTHWEST OF A POST-AND-RAIL FENCE. IT IS A STANDARD DISK SET IN
 GC2626'THE TOP OF A 12- INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES
 GC2626'BELOW THE SWARD AND THE DISK IS STAMPED PILOT NO. 2 1934.
 GC2626'
 GC2626'DUE TO LANDSCAPING AND THE MONUMENT OBELISK BEING ON LINE BETWEEN THE
 GC2626'REFERENCE MARKS, THEY COULD NOT BE MEASURED BETWEEN.
 GC2626'
 GC2626'THE AZIMUTH MARK IS 125 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2626'THE INTERSECTION OF THE MAIN ROAD (COUNTY ROAD S 8043 (1) AND A
 GC2626'PAVED DRIVE LEADING INTO A LOG CABIN MUSEUM, 105 FEET NORTHWEST OF
 GC2626'THE NORTHWEST CORNER OF THE MUSEUM, 23 FEET NORTHEAST OF THE
 GC2626'APPROXIMATE CENTER OF THE PAVED DRIVE, 22 FEET SOUTHWEST OF THE
 GC2626'APPROXIMATE CENTER OF COUNTY ROAD S 8043 (1), AND 21 FEET NORTH OF
 GC2626'A 16-INCH CHESTNUT OAK TREE. IT IS A STANDARD DISK SET IN THE TOP OF
 GC2626'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND
 GC2626'THE DISK IS STAMPED PILOT AZI. 1934. ( A REFERENCE MARK
 GC2626'DISK).
 GC2626'
 GC2626'DUE TO ALL MARKS AT THIS STATION BEING IN LANDSCAPED AND MOWED AREAS,
 GC2626'NO METAL WITNESS POST WERE SET.
 GC2626'
 GC2626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2 MILES
 GC2626'NORTHEAST OF EVA.
 GC2626
 GC2626                          STATION RECOVERY (1971)
 GC2626
 GC2626'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GC2626'PILOT STATION MARK RECOVERED IN GOOD CONDITION.
 GC2626'
 GC2626'PILOT 1934 FOUND STAMPED ON THE POINT.
 GC2626'
 GC2626'DESCRIPTION AS IN BULLETIN.
 GC2626'REF. MKS. RECOVERED IN GOOD CONDITION.
 GC2626'AZ. MK. RECOVERED IN GOOD CONDITION.
 GC2626'NO SIGNS SET.
 GC2626'
 GC2626'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.0 MI. N. E. OF CAMDEN.
 GC2626
 GC2626                          STATION RECOVERY (1987)
 GC2626
 GC2626'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2625 ***********************************************************************
 GC2625  DESIGNATION -  PILOT KNOB ST POLICE RAD MAST
 GC2625  PID         -  GC2625
 GC2625  STATE/COUNTY-  TN/BENTON
 GC2625  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2625
 GC2625                         *CURRENT SURVEY CONTROL
 GC2625  ___________________________________________________________________
 GC2625* NAD 83(1995)-  36 05 19.47929(N)    087 58 27.12623(W)     ADJUSTED  
 GC2625* NAVD 88     -                                                        
 GC2625  ___________________________________________________________________
 GC2625  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2625  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GC2625
 GC2625  HORZ ORDER  -  THIRD
 GC2625
 GC2625.The horizontal coordinates were established by classical geodetic methods
 GC2625.and adjusted by the National Geodetic Survey in April 1999..
 GC2625
 GC2625
 GC2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2625
 GC2625.The geoid height was determined by GEOID03.
 GC2625
 GC2625;                    North         East     Units Scale Factor Converg.
 GC2625;SPC TN       -   196,555.229   422,217.817   MT  0.99995825   -1 09 20.8
 GC2625;SPC TN       -   644,864.95  1,385,226.29   sFT  0.99995825   -1 09 20.8
 GC2625;UTM  16      - 3,994,230.788   412,294.687   MT  0.99969478   -0 34 26.0
 GC2625
 GC2625                          SUPERSEDED SURVEY CONTROL
 GC2625
 GC2625  NAD 83(1995)-  36 05 19.48151(N)    087 58 27.13079(W) AD(       ) 4
 GC2625  NAD 83(1995)-  36 05 19.48154(N)    087 58 27.13202(W) AD(       ) 4
 GC2625  NAD 83(1986)-  36 05 19.48873(N)    087 58 27.12779(W) AD(       ) 4
 GC2625  NAD 27      -  36 05 19.27500(N)    087 58 27.01100(W) AD(       ) 3
 GC2625
 GC2625.Superseded values are not recommended for survey control.
 GC2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2625.See file dsdata.txt to determine how the superseded data were derived.
 GC2625
 GC2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1229594231(NAD 83)
 GC2625_MARKER: 42 = RADIO/TV MAST
 GC2625
 GC2625  HISTORY     - Date     Condition        Report By
 GC2625  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2625  HISTORY     - 1968     GOOD             CGS
 GC2625  HISTORY     - 1972     GOOD             LOCENG
 GC2625  HISTORY     - 19870526 MARK NOT FOUND   USPSQD
 GC2625
 GC2625                          STATION DESCRIPTION
 GC2625
 GC2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2625'THE STATION IS THE CENTER OF THE TOP OF THE STATE POLICE RADIO RELAY
 GC2625'MAST LOCATED ON TOP OF PILOT KNOB. IT IS A 3 LEGGED STRUCTURE,
 GC2625'BUILT OF STEEL AND IS ABOUT 100 FEET HIGH.
 GC2625'
 GC2625'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PILOT 1934.
 GC2625'THE DISTANCE IS 58.6 FEET, 17.86 METERS.
 GC2625
 GC2625                          STATION RECOVERY (1968)
 GC2625
 GC2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2625'THIS STATION WAS RECOVERED AS DESCRIBED.
 GC2625'
 GC2625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GC2625'NORTHEAST OF EVA.
 GC2625
 GC2625                          STATION RECOVERY (1972)
 GC2625
 GC2625'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2625'POLICE RADIO MAST RECOVERED IN GOOD CONDITION.
 GC2625'
 GC2625'DESCRIPTION AS IN BULLETIN.
 GC2625'DISTANCE AND DIRECTION FROM NEAREST TOWN AT PILOT KNOB.
 GC2625
 GC2625                          STATION RECOVERY (1987)
 GC2625
 GC2625'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2608 ***********************************************************************
 GB2608  DESIGNATION -  PILOT MTN SO RR MICROWAVE MAST
 GB2608  PID         -  GB2608
 GB2608  STATE/COUNTY-  TN/MORGAN
 GB2608  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2608
 GB2608                         *CURRENT SURVEY CONTROL
 GB2608  ___________________________________________________________________
 GB2608* NAD 83(1995)-  36 11 04.92156(N)    084 38 49.15975(W)     ADJUSTED  
 GB2608* NAVD 88     -                                                        
 GB2608  ___________________________________________________________________
 GB2608  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GB2608  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB2608
 GB2608  HORZ ORDER  -  THIRD
 GB2608
 GB2608.The horizontal coordinates were established by classical geodetic methods
 GB2608.and adjusted by the National Geodetic Survey in April 1999..
 GB2608
 GB2608
 GB2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2608
 GB2608.The geoid height was determined by GEOID03.
 GB2608
 GB2608;                    North         East     Units Scale Factor Converg.
 GB2608;SPC TN       -   206,250.347   721,699.494   MT  0.99996707   +0 47 31.6
 GB2608;SPC TN       -   676,673.01  2,367,775.76   sFT  0.99996707   +0 47 31.6
 GB2608;UTM  16      - 4,007,000.740   711,593.861   MT  1.00015168   +1 23 23.0
 GB2608
 GB2608                          SUPERSEDED SURVEY CONTROL
 GB2608
 GB2608  NAD 83(1995)-  36 11 04.92619(N)    084 38 49.16084(W) AD(       ) 4
 GB2608  NAD 83(1995)-  36 11 04.92904(N)    084 38 49.16422(W) AD(       ) 4
 GB2608  NAD 83(1986)-  36 11 04.93207(N)    084 38 49.16053(W) AD(       ) 4
 GB2608  NAD 27      -  36 11 04.66190(N)    084 38 49.35600(W) AD(       ) 3
 GB2608
 GB2608.Superseded values are not recommended for survey control.
 GB2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2608.See file dsdata.txt to determine how the superseded data were derived.
 GB2608
 GB2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1159407001(NAD 83)
 GB2608_MARKER: 44 = MICROWAVE MAST
 GB2608
 GB2608  HISTORY     - Date     Condition        Report By
 GB2608  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GB2608
 GB2608                          STATION DESCRIPTION
 GB2608
 GB2608'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2608'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SUNBRIGHT AND 5
 GB2608'MILES NORTH OF WARTBURG.
 GB2608'
 GB2608'IT IS A 3-LEGGED SELF-SUPPORTING STEEL STRUCTURE PAINTED IN ALTERNATE
 GB2608'COLORS OF RED AND WHITE, WITH AN OVERALL HEIGHT OF ABOUT 250 FEET.
 GB2608'THE POINT INTERSECTED WAS THE RED FLASHING LIGHT AT THE TOP.
 GB2608'
 GB2608'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO NORTHERLY
 GB2608'ON U.S. HIGHWAY 27 FOR 6.7 MILES TO A SIDE ROAD ON THE RIGHT AND A
 GB2608'SIGN, (FIRE TOWER). TURN RIGHT AND GO EASTERLY ON MAIN GRAVELED ROAD
 GB2608'FOR 3.1 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2609 ***********************************************************************
 GB2609  DESIGNATION -  PILOT MTN TSFS LOT NC 9
 GB2609  PID         -  GB2609
 GB2609  STATE/COUNTY-  TN/MORGAN
 GB2609  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2609
 GB2609                         *CURRENT SURVEY CONTROL
 GB2609  ___________________________________________________________________
 GB2609* NAD 83(1995)-  36 11 13.36500(N)    084 37 40.77013(W)     ADJUSTED  
 GB2609* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 GB2609  ___________________________________________________________________
 GB2609  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GB2609  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB2609
 GB2609  HORZ ORDER  -  SECOND
 GB2609
 GB2609.The horizontal coordinates were established by classical geodetic methods
 GB2609.and adjusted by the National Geodetic Survey in April 1999..
 GB2609
 GB2609.The orthometric height was scaled from a topographic map.
 GB2609
 GB2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2609
 GB2609.The geoid height was determined by GEOID03.
 GB2609
 GB2609;                    North         East     Units Scale Factor Converg.
 GB2609;SPC TN       -   206,534.353   723,404.471   MT  0.99996732   +0 48 11.6
 GB2609;SPC TN       -   677,604.79  2,373,369.50   sFT  0.99996732   +0 48 11.6
 GB2609;UTM  16      - 4,007,302.573   713,296.104   MT  1.00016059   +1 24 03.7
 GB2609
 GB2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2609!SPC TN       -   0.99988453  x   0.99996732  =   0.99985186
 GB2609!UTM  16      -   0.99988453  x   1.00016059  =   1.00004510
 GB2609
 GB2609                          SUPERSEDED SURVEY CONTROL
 GB2609
 GB2609  NAD 83(1995)-  36 11 13.36974(N)    084 37 40.77120(W) AD(       ) 2
 GB2609  NAD 83(1995)-  36 11 13.37283(N)    084 37 40.77450(W) AD(       ) 2
 GB2609  NAD 83(1986)-  36 11 13.37631(N)    084 37 40.77079(W) AD(       ) 2
 GB2609  NAD 27      -  36 11 13.10387(N)    084 37 40.97153(W) AD(       ) 2
 GB2609
 GB2609.Superseded values are not recommended for survey control.
 GB2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2609.See file dsdata.txt to determine how the superseded data were derived.
 GB2609
 GB2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1329607303(NAD 83)
 GB2609_MARKER: 57 = LOOKOUT TOWER
 GB2609
 GB2609  HISTORY     - Date     Condition        Report By
 GB2609  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GB2609
 GB2609                          STATION DESCRIPTION
 GB2609
 GB2609'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB2609'SEE STATION PILOT TNHD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0334 ***********************************************************************
 FE0334  DESIGNATION -  PINE
 FE0334  PID         -  FE0334
 FE0334  STATE/COUNTY-  TN/HARDIN
 FE0334  USGS QUAD   -  OLIVEHILL (1972)
 FE0334
 FE0334                         *CURRENT SURVEY CONTROL
 FE0334  ___________________________________________________________________
 FE0334* NAD 83(1995)-  35 15 09.53587(N)    088 04 55.59278(W)     ADJUSTED  
 FE0334* NAVD 88     -       208.251  (meters)     683.24   (feet)  ADJUSTED  
 FE0334  ___________________________________________________________________
 FE0334  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FE0334  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0334  DYNAMIC HT  -         208.060 (meters)     682.61  (feet)  COMP
 FE0334  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0334
 FE0334  HORZ ORDER  -  SECOND
 FE0334  VERT ORDER  -  SECOND    CLASS 0
 FE0334
 FE0334.The horizontal coordinates were established by classical geodetic methods
 FE0334.and adjusted by the National Geodetic Survey in April 1999..
 FE0334
 FE0334.The orthometric height was determined by differential leveling
 FE0334.and adjusted by the National Geodetic Survey in June 1991..
 FE0334
 FE0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0334
 FE0334.The geoid height was determined by GEOID03.
 FE0334
 FE0334.The dynamic height is computed by dividing the NAVD 88
 FE0334.geopotential number by the normal gravity value computed on the
 FE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0334.degrees latitude (g = 980.6199 gals.).
 FE0334
 FE0334.The modeled gravity was interpolated from observed gravity values.
 FE0334
 FE0334;                    North         East     Units Scale Factor Converg.
 FE0334;SPC TN       -   104,013.970   410,528.527   MT  0.99999953   -1 13 08.2
 FE0334;SPC TN       -   341,252.50  1,346,875.68   sFT  0.99999953   -1 13 08.2
 FE0334;UTM  16      - 3,901,598.035   401,558.255   MT  0.99971943   -0 37 28.7
 FE0334
 FE0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0334!SPC TN       -   0.99997166  x   0.99999953  =   0.99997119
 FE0334!UTM  16      -   0.99997166  x   0.99971943  =   0.99969110
 FE0334
 FE0334|---------------------------------------------------------------------|
 FE0334| PID    Reference Object                     Distance      Geod. Az  |
 FE0334|                                                           dddmmss.s |
 FE0334| FE0333 PINE RM 1                            27.330 METERS 03501     |
 FE0334| FE0335 PINE RM 2                            24.682 METERS 08819     |
 FE0334| FE0326 JERROLDS                            APPROX. 3.6 KM 2563158.1 |
 FE0334| FE0332 PINE AZ MK                                         2810702.0 |
 FE0334| FE2243 TENN ST FOREST TOWER HR 34          APPROX. 4.3 KM 2832609.9 |
 FE0334|---------------------------------------------------------------------|
 FE0334
 FE0334                          SUPERSEDED SURVEY CONTROL
 FE0334
 FE0334  NAD 83(1995)-  35 15 09.53966(N)    088 04 55.59301(W) AD(       ) 2
 FE0334  NAD 83(1995)-  35 15 09.53986(N)    088 04 55.59308(W) AD(       ) 2
 FE0334  NAD 83(1995)-  35 15 09.54203(N)    088 04 55.59319(W) AD(       ) 2
 FE0334  NAD 83(1986)-  35 15 09.54487(N)    088 04 55.59252(W) AD(       ) 2
 FE0334  NAD 27      -  35 15 09.26680(N)    088 04 55.48070(W) AD(       ) 2
 FE0334  NGVD 29 (??/??/??)  208.263  (m)          683.28   (f) ADJUSTED    2 0
 FE0334
 FE0334.Superseded values are not recommended for survey control.
 FE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0334.See file dsdata.txt to determine how the superseded data were derived.
 FE0334
 FE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0155801598(NAD 83)
 FE0334_MARKER: DS = TRIANGULATION STATION DISK
 FE0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0334_STAMPING: PINE 1962
 FE0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0334+STABILITY: SURFACE MOTION
 FE0334
 FE0334  HISTORY     - Date     Condition        Report By
 FE0334  HISTORY     - 1962     MONUMENTED       TNHD
 FE0334  HISTORY     - 1962     GOOD             TNHD
 FE0334
 FE0334                          STATION DESCRIPTION
 FE0334
 FE0334'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0334'THE STATION IS LOCATED ABOUT 2 MILES WEST OF OLIVE HILL.
 FE0334'
 FE0334'TO REACH THE STATION FROM THE POST OFFICE IN OLIVE HILL, GO 2.3 MILES
 FE0334'WEST ON STATE ROUTE 15 TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO
 FE0334'0.1 MILE NORTH TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT, AND GO .05
 FE0334'MILE EAST TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0334'
 FE0334'THE STATION IS 36 FEET WEST OF AN 8-INCH PINE TREE AND 24 FEET
 FE0334'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.  THE SURFACE
 FE0334'MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FE0334'THE DISK IS STAMPED PINE 1962.  NO UNDERGROUND MARK WAS POURED
 FE0334'AT THIS STATION SITE.
 FE0334'
 FE0334'REFERENCE MARK NO. 1 IS 22 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FE0334'OF THE GRAVEL ROAD AND 21 FEET WEST OF A 22-INCH OAK TREE.  THE
 FE0334'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FE0334'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED PINE RM-1
 FE0334'1962.
 FE0334'
 FE0334'REFERENCE MARK NO. 2 IS 55 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FE0334'OF THE GRAVEL ROAD, 7 FEET SOUTHEAST OF A 12-INCH OAK TREE, AND 6
 FE0334'FEET NORTHWEST OF A 10-INCH OAK TREE.  THE MARK IS A STANDARD
 FE0334'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FE0334'CONCRETE MONUMENT AND THE DISK IS STAMPED PINE RM-2 1962.
 FE0334'
 FE0334'THE AZIMUTH MARK IS 61 FEET WEST OF A 10-INCH PINE TREE AND 21 FEET
 FE0334'NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.  THE MARK
 FE0334'IS A STANDARD MONUMENT AND THE DISK IS STAMPED PINE AZI 1962.
 FE0334'
 FE0334'TO REACH THE AZIMUTH FROM THE INTERSECTION OF STATE ROUTE 15 AND THE
 FE0334'GRAVEL ROAD RIGHT, TURN RIGHT, AND GO 0.2 MILE NORTH ON THE
 FE0334'GRAVEL ROAD TO THE MARK ON THE RIGHT AS DESCRIBED.
 FE0334'
 FE0334'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FE0334
 FE0334                          STATION RECOVERY (1962)
 FE0334
 FE0334'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0334'4 MI W FROM OLIVE HILL.
 FE0334'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64
 FE0334'FOR 3.6 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO 0.1
 FE0334'MILE NORTH ON THE GRAVEL ROAD TO A TRACK ROAD RIGHT.  TURN
 FE0334'RIGHT ON THE TRACK ROAD AND GO .05 MILE EAST TO THE MARK ON THE
 FE0334'RIGHT.  THE STATION IS 36 FEET WEST OF AN 8-INCH PINE TREE
 FE0334'AND 24 FEET SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD.  THE
 FE0334'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0334'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0334'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2577 ***********************************************************************
 GB2577  DESIGNATION -  PINE
 GB2577  PID         -  GB2577
 GB2577  STATE/COUNTY-  TN/CAMPBELL
 GB2577  USGS QUAD   -  PIONEER (1979)
 GB2577
 GB2577                         *CURRENT SURVEY CONTROL
 GB2577  ___________________________________________________________________
 GB2577* NAD 83(1995)-  36 26 50.51997(N)    084 16 23.96020(W)     ADJUSTED  
 GB2577* NAVD 88     -       694.5    (meters)    2279.     (feet)  VERTCON   
 GB2577  ___________________________________________________________________
 GB2577  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GB2577  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB2577
 GB2577  HORZ ORDER  -  SECOND
 GB2577
 GB2577.The horizontal coordinates were established by classical geodetic methods
 GB2577.and adjusted by the National Geodetic Survey in April 1999..
 GB2577
 GB2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2577
 GB2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2577
 GB2577.The geoid height was determined by GEOID03.
 GB2577
 GB2577;                    North         East     Units Scale Factor Converg.
 GB2577;SPC TN       -   235,920.900   754,792.424   MT  1.00000559   +1 00 39.1
 GB2577;SPC TN       -   774,017.15  2,476,348.14   sFT  1.00000559   +1 00 39.1
 GB2577;SPC KY1Z     - 1,013,704.475 1,632,409.303   MT  1.00021274   +0 54 23.8
 GB2577;SPC KY1Z     - 3,325,795.43  5,355,662.85   sFT  1.00021274   +0 54 23.8
 GB2577;SPC KY S     -   513,689.530   632,389.773   MT  1.00006420   +0 53 44.0
 GB2577;SPC KY S     - 1,685,329.73  2,074,765.45   sFT  1.00006420   +0 53 44.0
 GB2577;UTM  16      - 4,037,025.910   744,380.875   MT  1.00033588   +1 37 14.4
 GB2577
 GB2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2577!SPC TN       -   0.99989564  x   1.00000559  =   0.99990123
 GB2577!SPC KY1Z     -   0.99989564  x   1.00021274  =   1.00010836
 GB2577!SPC KY S     -   0.99989564  x   1.00006420  =   0.99995983
 GB2577!UTM  16      -   0.99989564  x   1.00033588  =   1.00023148
 GB2577
 GB2577|---------------------------------------------------------------------|
 GB2577| PID    Reference Object                     Distance      Geod. Az  |
 GB2577|                                                           dddmmss.s |
 GB2577| DC2956 PINE RM 1                            16.301 METERS 10242     |
 GB2577| DC2957 PINE RM 2                            16.864 METERS 20653     |
 GB2577| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX. 7.4 KM 2774920.4 |
 GB2577| DC2955 PINE AZ MK                                         2980759.7 |
 GB2577|---------------------------------------------------------------------|
 GB2577
 GB2577                          SUPERSEDED SURVEY CONTROL
 GB2577
 GB2577  NAD 83(1995)-  36 26 50.52133(N)    084 16 23.96192(W) AD(       ) 2
 GB2577  NAD 83(1995)-  36 26 50.52822(N)    084 16 23.96403(W) AD(       ) 2
 GB2577  NAD 83(1986)-  36 26 50.53026(N)    084 16 23.96210(W) AD(       ) 2
 GB2577  NAD 27      -  36 26 50.24120(N)    084 16 24.20370(W) AD(       ) 2
 GB2577  NGVD 29 (07/19/86)  694.6    (m)         2279.     (f) VERT ANG       
 GB2577
 GB2577.Superseded values are not recommended for survey control.
 GB2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2577.See file dsdata.txt to determine how the superseded data were derived.
 GB2577
 GB2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4438137026(NAD 83)
 GB2577_MARKER: DE = TRAVERSE STATION DISK
 GB2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2577
 GB2577  HISTORY     - Date     Condition        Report By
 GB2577  HISTORY     - 1961     MONUMENTED       CGS
 GB2577
 GB2577                          STATION DESCRIPTION
 GB2577
 GB2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2577'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LA FOLLETTE, ABOUT
 GB2577'4-1/2 MILES NORTH OF
 GB2577'ROYAL BLUE, ABOUT 3 MILES SOUTHWEST OF ELK VALLEY, AND
 GB2577'ABOUT 0.2 MILE SOUTHWEST OF A
 GB2577'POINT WHERE A POWER LINE CROSSES PINE
 GB2577'MOUNTAIN.
 GB2577'
 GB2577'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2577'ROUTE 63 AND GULF SERVICE
 GB2577'STATION.  KEEP RIGHT, ON ELK VALLEY ROAD AND GO 0.1
 GB2577'MILE TO A SIDE ROAD ON THE RIGHT AT
 GB2577'SIGN, EMMANUEL MISSION BAPTIST
 GB2577'CHURCH.  TURN SHARP RIGHT ON A GRAVELED ROAD AND GO
 GB2577'0.15 MILE TO A
 GB2577'FORK.  KEEP RIGHT, ON A TRACK ROAD UP HILL AND GO 0.8 MILE TO A FORK.
 GB2577'KEEP LEFT AND
 GB2577'PROCEED UP HILL FOR 0.55 MILE TO THE HIGHEST POINT, A
 GB2577'LEFT CURVE IN THE TRACK ROAD AND
 GB2577'TRAVERSE STATION HACKLE ON THE
 GB2577'RIGHT.  PROCEED ON THE TRACK ROAD WEST AND NORTH TO
 GB2577'THE HACKLE
 GB2577'AZIMUTH MARK ON THE RIGHT.  PROCEED ALONG THE RIDGE NORTHEASTERLY FOR
 GB2577'2.4 MILES TO THE
 GB2577'STATION ON THE LEFT AS DESCRIBED.  (A 4-WHEEL DRIVE)
 GB2577'
 GB2577'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED PINE 1961, SET
 GB2577'IN A CONCRETE MONUMENT
 GB2577'WHICH PROJECTS 4 INCHES.  IT IS 62 FEET NORTHWEST
 GB2577'OF THE CENTER OF A TRACK ROAD, 17
 GB2577'FEET NORTH OF A 8-INCH TRIANGULAR
 GB2577'BLAZED TREE, AND 2.3 FEET WEST OF A WITNESS SIGN.
 GB2577'
 GB2577'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED PINE NO 1 1961, SET
 GB2577'IN A CONCRETE MONUMENT
 GB2577'WHICH PROJECTS 6 INCHES.  IT IS 13 FEET NORTHWEST
 GB2577'OF THE CENTER OF A TRACK ROAD, 1.3
 GB2577'FEET NORTH OF A WITNESS SIGN, AND
 GB2577'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GB2577'
 GB2577'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED PINE NO 2 1961, SET
 GB2577'IN A CONCRETE MONUMENT
 GB2577'WHICH PROJECTS 6 INCHES.  IT IS 10 FEET NORTHEAST
 GB2577'OF A 24-INCH BLAZED TREE AND 1.1
 GB2577'FEET SOUTHWEST OF A WITNESS SIGN.
 GB2577'
 GB2577'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PINE 1961, CEMENTED IN A
 GB2577'DRILL HOLE IN A CONCRETE
 GB2577'BRIDGE ABUTMENT.  THE ABUTMENT PROJECTS 36 INCHES.
 GB2577'THE MARK IS 13 FEET EAST OF THE
 GB2577'CENTER OF ELK VALLEY ROAD AND 1.7
 GB2577'FEET NORTH OF A WITNESS SIGN.
 GB2577'
 GB2577'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ELK VALLEY, GO
 GB2577'WEST, ON A BLACK TOPPED
 GB2577'ROAD TO THE JUNCTION OF ELK VALLEY ROAD.  TURN LEFT, ON
 GB2577'ELK VALLEY ROAD AND GO 3.5
 GB2577'MILES TO A CONCRETE BRIDGE, AND B.  B.
 GB2577'BAKERS MAIL BOX ON THE RIGHT, AND THE AZIMUTH
 GB2577'MARK ON THE LEFT IN THE
 GB2577'BRIDGE ABUTMENT AT THE SOUTH END OF BRIDGE.
 GB2577'
 GB2577'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GB2577'IS LOCATED IN THE EAST STATION OF GARYVILLE , GO NORTHWEST ON STATE RO
 GB2577'.2 MILES TO THE JUNCTION OF ROUTE 63 AND ELK VALLEY ROAD AT THE BLUE B
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3243 ***********************************************************************
 GA3243  DESIGNATION -  PINE 2
 GA3243  PID         -  GA3243
 GA3243  STATE/COUNTY-  TN/HAWKINS
 GA3243  USGS QUAD   -  CAMELOT (1976)
 GA3243
 GA3243                         *CURRENT SURVEY CONTROL
 GA3243  ___________________________________________________________________
 GA3243* NAD 83(1995)-  36 22 50.56743(N)    083 07 10.59020(W)     ADJUSTED  
 GA3243* NAVD 88     -       361.73   (meters)    1186.8    (feet)  RESET     
 GA3243  ___________________________________________________________________
 GA3243  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 GA3243  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA3243
 GA3243  HORZ ORDER  -  SECOND
 GA3243  VERT ORDER  -  THIRD
 GA3243
 GA3243.The horizontal coordinates were established by classical geodetic methods
 GA3243.and adjusted by the National Geodetic Survey in April 1999..
 GA3243
 GA3243.The orthometric height was computed from unverified reset data.
 GA3243.No vertical observational check was made to the station.
 GA3243
 GA3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3243
 GA3243.The geoid height was determined by GEOID03.
 GA3243
 GA3243;                    North         East     Units Scale Factor Converg.
 GA3243;SPC TN       -   230,962.071   858,413.815   MT  0.99999382   +1 41 10.7
 GA3243;SPC TN       -   757,748.06  2,816,312.66   sFT  0.99999382   +1 41 10.7
 GA3243;UTM  17      - 4,028,262.971   309,874.191   MT  1.00004539   -1 15 27.4
 GA3243
 GA3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3243!SPC TN       -   0.99994813  x   0.99999382  =   0.99994195
 GA3243!UTM  17      -   0.99994813  x   1.00004539  =   0.99999352
 GA3243
 GA3243|---------------------------------------------------------------------|
 GA3243| PID    Reference Object                     Distance      Geod. Az  |
 GA3243|                                                           dddmmss.s |
 GA3243| GA2156 PINE RM 1                            25.836 METERS 04756     |
 GA3243| GA2157 PINE                                  5.090 METERS 05615     |
 GA3243| GA3244 PINE 2 RM 3                           5.234 METERS 19910     |
 GA3243|---------------------------------------------------------------------|
 GA3243
 GA3243                          SUPERSEDED SURVEY CONTROL
 GA3243
 GA3243  NAD 83(1995)-  36 22 50.57173(N)    083 07 10.59414(W) AD(       ) 2
 GA3243  NAD 83(1995)-  36 22 50.58332(N)    083 07 10.59288(W) AD(       ) 2
 GA3243  NAD 83(1995)-  36 22 50.57413(N)    083 07 10.59194(W) AD(       ) 2
 GA3243  NAD 83(1986)-  36 22 50.57632(N)    083 07 10.59250(W) AD(       ) 2
 GA3243  NAD 27      -  36 22 50.24014(N)    083 07 10.98852(W) AD(       ) 2
 GA3243  NGVD 29 (10/12/01)  361.87   (m)         1187.2    (f) RESET       3  
 GA3243
 GA3243.Superseded values are not recommended for survey control.
 GA3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3243.See file dsdata.txt to determine how the superseded data were derived.
 GA3243
 GA3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0987428263(NAD 83)
 GA3243_MARKER: DB = BENCH MARK DISK
 GA3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3243_STAMPING: PINE THD 2 1976
 GA3243_PROJECTION: FLUSH
 GA3243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3243+STABILITY: SURFACE MOTION
 GA3243
 GA3243  HISTORY     - Date     Condition        Report By
 GA3243  HISTORY     - 1976     MONUMENTED       NGS
 GA3243  HISTORY     - 1976     GOOD             NGS
 GA3243
 GA3243                          STATION DESCRIPTION
 GA3243
 GA3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GA3243'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BEAN STATION, ON
 GA3243'THE PROPERTY AND AT THE EXTREME NORTHEAST CORNER OF THE GROUNDS
 GA3243'OF THE LAKE VIEW GRAMMER SCHOOL, 2 FEET SOUTHWEST OF A FENCE, 1
 GA3243'FOOT NORTHWEST OF A METAL WITNESS POST, 28 FEET SOUTHWEST OF THE
 GA3243'CENTERLINE OF DRIVEWAY TO NEW SUBDIVISION, 17 FEET NORTH OF THE
 GA3243'NORTH CORNER OF A BASEBALL BACKSTOP AND 54 FEET SOUTHEAST OF THE
 GA3243'CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK
 GA3243'IS STAMPED PINE THD 2 1976.
 GA3243'
 GA3243'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11W AND 25E
 GA3243'AT BEAN STATION, GO NORTHEAST ON HIGHWAY 11 W FOR 9.7 MILES TO THE
 GA3243'STATION ON THE RIGHT.
 GA3243'
 GA3243'REFERENCE MARK 1 IS A STANDARD THD DISK STAMPED PINE RM-1 1964, SET
 GA3243'IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 56 FEET
 GA3243'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 6 FEET EAST OF A 6
 GA3243'INCH PINE TREE AND 44 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3243'HIGHWAY.
 GA3243'
 GA3243'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GA3243'PINE THD 2 NO 3 1976, WITH MAGNETS, PROJECTING 1 INCH, 42 FEET
 GA3243'SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY, 14 FEET SOUTHWEST OF
 GA3243'A FENCE, 1 FOOT NORTH OF THE NORTH CORNER OF THE BACKSTOP AND 64
 GA3243'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 GA3243'
 GA3243'NEAREST TOWN--BEANS STATION.
 GA3243'
 GA3243'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3243
 GA3243                          STATION RECOVERY (1976)
 GA3243
 GA3243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GA3243'10.0 MI NE FROM BEAN STATION.
 GA3243'9.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 WEST FROM ITS JUNCTION WITH
 GA3243'U.S. HIGHWAY 25 EAST IN BEAN STATION, AT THE EXTREME NORTHEAST
 GA3243'CORNER AND ON THE GROUNDS OF THE LAKE VIEW GRAMMER SCHOOL, 2 FEET
 GA3243'SOUTHWEST OF A FENCE, 28 FEET SOUTHWEST OF THE CENTERLINE OF A
 GA3243'DRIVEWAY TO A NEW SUB-DIVISION, 17 FEET NORTH OF THE NORTH CORNER
 GA3243'OF A BASEBALL BACKSTOP, AND 54 FEET SOUTHEAST OF THE CENTERLINE
 GA3243'OF THE HIGHWAY.
 GA3243'THE MARK IS 1 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3244 ***********************************************************************
 GA3244  DESIGNATION -  PINE 2 RM 3
 GA3244  PID         -  GA3244
 GA3244  STATE/COUNTY-  TN/HAWKINS
 GA3244  USGS QUAD   -  CAMELOT (1976)
 GA3244
 GA3244                         *CURRENT SURVEY CONTROL
 GA3244  ___________________________________________________________________
 GA3244* NAD 83(1986)-  36 22 50.     (N)    083 07 09.     (W)     SCALED    
 GA3244* NAVD 88     -       362.32   (meters)    1188.7    (feet)  RESET     
 GA3244  ___________________________________________________________________
 GA3244  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA3244
 GA3244  VERT ORDER  -  THIRD
 GA3244
 GA3244.The horizontal coordinates were scaled from a topographic map and have
 GA3244.an estimated accuracy of +/- 6 seconds.
 GA3244
 GA3244.The orthometric height was computed from unverified reset data.
 GA3244.No vertical observational check was made to the station.
 GA3244
 GA3244.The geoid height was determined by GEOID03.
 GA3244
 GA3244;                    North         East    Units  Estimated Accuracy
 GA3244;SPC TN       -   230,950.      858,450.      MT  (+/- 180 meters Scaled)
 GA3244
 GA3244                          SUPERSEDED SURVEY CONTROL
 GA3244
 GA3244  NGVD 29 (10/12/01)  362.46   (m)         1189.2    (f) RESET       3  
 GA3244
 GA3244.Superseded values are not recommended for survey control.
 GA3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3244.See file dsdata.txt to determine how the superseded data were derived.
 GA3244
 GA3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA099282(NAD 83)
 GA3244_MARKER: DR = REFERENCE MARK DISK
 GA3244_SETTING: 0 = UNSPECIFIED SETTING
 GA3244_STAMPING: PINE THD 2 NO 3 1976
 GA3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3244
 GA3244  HISTORY     - Date     Condition        Report By
 GA3244  HISTORY     - 1976     MONUMENTED       NGS
 GA3244
 GA3244                          STATION DESCRIPTION
 GA3244
 GA3244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3244'10.0 MI NE FROM BEAN STATION.
 GA3244'9.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 WEST FROM ITS JUNCTION
 GA3244'WITH U.S. HIGHWAY 25 EAST IN BEAN STATION, AT THE NORTHEASTCORNER
 GA3244'OF THE SCHOOL GROUNDS OF THE LAKE VIEW GRAMMER SCHOOL, 42 FEET
 GA3244'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY TO A NEW SUB-DIVISION,
 GA3244'14 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTH OF THE NORTH CORNER OF A
 GA3244'BASEBALL BACKSTOP, AND 64 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3244'HIGHWAY, IN TOP OF A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2155 ***********************************************************************
 GA2155  DESIGNATION -  PINE AZ MK
 GA2155  PID         -  GA2155
 GA2155  STATE/COUNTY-  TN/HAWKINS
 GA2155  USGS QUAD   -  CAMELOT (1976)
 GA2155
 GA2155                         *CURRENT SURVEY CONTROL
 GA2155  ___________________________________________________________________
 GA2155* NAD 83(1986)-  36 22 55.     (N)    083 07 05.     (W)     SCALED    
 GA2155* NAVD 88     -       359.711  (meters)    1180.15   (feet)  ADJUSTED  
 GA2155  ___________________________________________________________________
 GA2155  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA2155  DYNAMIC HT  -         359.382 (meters)    1179.07  (feet)  COMP
 GA2155  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA2155
 GA2155  VERT ORDER  -  SECOND    CLASS 0
 GA2155
 GA2155.The horizontal coordinates were scaled from a topographic map and have
 GA2155.an estimated accuracy of +/- 6 seconds.
 GA2155
 GA2155.The orthometric height was determined by differential leveling
 GA2155.and adjusted by the National Geodetic Survey in June 1991..
 GA2155
 GA2155.The geoid height was determined by GEOID03.
 GA2155
 GA2155.The dynamic height is computed by dividing the NAVD 88
 GA2155.geopotential number by the normal gravity value computed on the
 GA2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2155.degrees latitude (g = 980.6199 gals.).
 GA2155
 GA2155.The modeled gravity was interpolated from observed gravity values.
 GA2155
 GA2155;                    North         East    Units  Estimated Accuracy
 GA2155;SPC TN       -   231,100.      858,550.      MT  (+/- 180 meters Scaled)
 GA2155
 GA2155                          SUPERSEDED SURVEY CONTROL
 GA2155
 GA2155  NGVD 29 (??/??/92)  359.911  (m)         1180.81   (f) ADJ UNCH    2 0
 GA2155
 GA2155.Superseded values are not recommended for survey control.
 GA2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2155.See file dsdata.txt to determine how the superseded data were derived.
 GA2155
 GA2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA100283(NAD 83)
 GA2155_MARKER: DD = SURVEY DISK
 GA2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2155_STAMPING: PINE AZI 1964
 GA2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2155+STABILITY: SURFACE MOTION
 GA2155
 GA2155  HISTORY     - Date     Condition        Report By
 GA2155  HISTORY     - 1964     MONUMENTED       TNHD
 GA2155
 GA2155                          STATION DESCRIPTION
 GA2155
 GA2155'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2155'10 MI NE FROM BEAN STATION.
 GA2155'TO REACH THE MARK FROM THE POST OFFICE IN BEAN STATION, GO 9.9
 GA2155'MILES NORTHEAST ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.
 GA2155'THE MARK IS 25 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA2155'HIGHWAY 11W, 3 FEET WEST OF POWER POLE NO. HPT 732 AND 1.4 FEET
 GA2155'SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2155'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2155'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0332 ***********************************************************************
 FE0332  DESIGNATION -  PINE AZ MK
 FE0332  PID         -  FE0332
 FE0332  STATE/COUNTY-  TN/HARDIN
 FE0332  USGS QUAD   -  OLIVEHILL (1972)
 FE0332
 FE0332                         *CURRENT SURVEY CONTROL
 FE0332  ___________________________________________________________________
 FE0332* NAD 83(1986)-  35 15 09.     (N)    088 04 55.     (W)     SCALED    
 FE0332* NAVD 88     -       202.548  (meters)     664.53   (feet)  ADJUSTED  
 FE0332  ___________________________________________________________________
 FE0332  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0332  DYNAMIC HT  -         202.363 (meters)     663.92  (feet)  COMP
 FE0332  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0332
 FE0332  VERT ORDER  -  SECOND    CLASS 0
 FE0332
 FE0332.The horizontal coordinates were scaled from a topographic map and have
 FE0332.an estimated accuracy of +/- 6 seconds.
 FE0332
 FE0332.The orthometric height was determined by differential leveling
 FE0332.and adjusted by the National Geodetic Survey in June 1991..
 FE0332
 FE0332.The geoid height was determined by GEOID03.
 FE0332
 FE0332.The dynamic height is computed by dividing the NAVD 88
 FE0332.geopotential number by the normal gravity value computed on the
 FE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0332.degrees latitude (g = 980.6199 gals.).
 FE0332
 FE0332.The modeled gravity was interpolated from observed gravity values.
 FE0332
 FE0332;                    North         East    Units  Estimated Accuracy
 FE0332;SPC TN       -   104,000.      410,540.      MT  (+/- 180 meters Scaled)
 FE0332
 FE0332                          SUPERSEDED SURVEY CONTROL
 FE0332
 FE0332  NGVD 29 (??/??/??)  202.560  (m)          664.57   (f) ADJUSTED    2 0
 FE0332
 FE0332.Superseded values are not recommended for survey control.
 FE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0332.See file dsdata.txt to determine how the superseded data were derived.
 FE0332
 FE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE015015(NAD 83)
 FE0332_MARKER: DZ = AZIMUTH MARK DISK
 FE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0332_STAMPING: PINE AZI 1962
 FE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0332+STABILITY: SURFACE MOTION
 FE0332
 FE0332  HISTORY     - Date     Condition        Report By
 FE0332  HISTORY     - 1962     MONUMENTED       TNHD
 FE0332
 FE0332                          STATION DESCRIPTION
 FE0332
 FE0332'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0332'4 MI W FROM OLIVE HILL.
 FE0332'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64
 FE0332'FOR 3.6 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT ON THE GRAVEL
 FE0332'ROAD AND GO 0.2 MILE NORTH TO THE MARK ON THE RIGHT.  THE
 FE0332'AZIMUTH MARK IS 61 FEET WEST OF A 10-INCH PINE TREE AND 21
 FE0332'FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 FE0332'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FE0332'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0368 ***********************************************************************
 FF0368  DESIGNATION -  PINE HILL
 FF0368  PID         -  FF0368
 FF0368  STATE/COUNTY-  TN/SHELBY
 FF0368  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0368
 FF0368                         *CURRENT SURVEY CONTROL
 FF0368  ___________________________________________________________________
 FF0368* NAD 83(1995)-  35 05 36.66348(N)    090 01 56.14975(W)     ADJUSTED  
 FF0368* NAVD 88     -        90.234  (meters)     296.04   (feet)  ADJUSTED  
 FF0368  ___________________________________________________________________
 FF0368  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FF0368  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0368  DYNAMIC HT  -          90.152 (meters)     295.77  (feet)  COMP
 FF0368  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FF0368
 FF0368  HORZ ORDER  -  THIRD
 FF0368  VERT ORDER  -  SECOND    CLASS 0
 FF0368
 FF0368.The horizontal coordinates were established by classical geodetic methods
 FF0368.and adjusted by the National Geodetic Survey in April 1999..
 FF0368
 FF0368.The orthometric height was determined by differential leveling
 FF0368.and adjusted by the National Geodetic Survey in June 1991..
 FF0368
 FF0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0368
 FF0368.The geoid height was determined by GEOID03.
 FF0368
 FF0368.The dynamic height is computed by dividing the NAVD 88
 FF0368.geopotential number by the normal gravity value computed on the
 FF0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0368.degrees latitude (g = 980.6199 gals.).
 FF0368
 FF0368.The modeled gravity was interpolated from observed gravity values.
 FF0368
 FF0368;                    North         East     Units Scale Factor Converg.
 FF0368;SPC TN       -    91,917.090   232,413.813   MT  1.00003130   -2 21 38.3
 FF0368;SPC TN       -   301,564.65    762,510.98   sFT  1.00003130   -2 21 38.3
 FF0368;SPC AR N     -    86,128.933   579,409.524   MT  0.99997237   +1 08 42.1
 FF0368;SPC AR N     -   282,574.67  1,900,946.08   sFT  0.99997237   +1 08 42.1
 FF0368;UTM  15      - 3,887,444.230   770,543.702   MT  1.00050217   +1 42 26.0
 FF0368;UTM  16      - 3,887,621.525   223,571.997   MT  1.00054184   -1 44 39.8
 FF0368
 FF0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0368!SPC TN       -   0.99999012  x   1.00003130  =   1.00002142
 FF0368!SPC AR N     -   0.99999012  x   0.99997237  =   0.99996249
 FF0368!UTM  15      -   0.99999012  x   1.00050217  =   1.00049229
 FF0368!UTM  16      -   0.99999012  x   1.00054184  =   1.00053196
 FF0368
 FF0368|---------------------------------------------------------------------|
 FF0368| PID    Reference Object                     Distance      Geod. Az  |
 FF0368|                                                           dddmmss.s |
 FF0368| FF0366 PINE HILL RM 1                       25.361 METERS 02051     |
 FF0368| FF0369 PINE HILL AZ MK                                    1031134.0 |
 FF0368| FE2569 RNG MEMPHIS RADIO MEM               APPROX. 8.7 KM 1514540.3 |
 FF0368| FF0367 PINE HILL RM 2                       31.154 METERS 25401     |
 FF0368|---------------------------------------------------------------------|
 FF0368
 FF0368                          SUPERSEDED SURVEY CONTROL
 FF0368
 FF0368  NAD 83(1995)-  35 05 36.66559(N)    090 01 56.14932(W) AD(       ) 3
 FF0368  NAD 83(1995)-  35 05 36.66921(N)    090 01 56.14964(W) AD(       ) 3
 FF0368  NAD 83(1986)-  35 05 36.67358(N)    090 01 56.15081(W) AD(       ) 3
 FF0368  NAD 27      -  35 05 36.34440(N)    090 01 55.81920(W) AD(       ) 3
 FF0368  NGVD 29 (??/??/??)   90.202  (m)          295.94   (f) ADJUSTED    2 0
 FF0368
 FF0368.Superseded values are not recommended for survey control.
 FF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0368.See file dsdata.txt to determine how the superseded data were derived.
 FF0368
 FF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7054487444(NAD 83)
 FF0368_MARKER: DS = TRIANGULATION STATION DISK
 FF0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0368_STAMPING: PINE HILL 1957
 FF0368_MARK LOGO: CGS   
 FF0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0368+STABILITY: SURFACE MOTION
 FF0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0368+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0368
 FF0368  HISTORY     - Date     Condition        Report By
 FF0368  HISTORY     - 1957     MONUMENTED       CGS
 FF0368  HISTORY     - 1959     GOOD             CGS
 FF0368  HISTORY     - 1959     GOOD             CGS
 FF0368  HISTORY     - 20021030 GOOD             USACE
 FF0368
 FF0368                          STATION DESCRIPTION
 FF0368
 FF0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0368'THE STATION IS LOCATED IN THE SOUTH-SOUTHWEST PART OF MEMPHIS
 FF0368'AND AT THE NORTHWEST CORNER OF PINE HILL PARK.  IT IS 86
 FF0368'FEET SOUTH OF A 48 INCH OAK TREE, 54 FEET NORTH OF A PARK
 FF0368'FLOODLIGHT POLE AND 29 FEET EAST OF THE EAST EDGE OF A SIDEWALK
 FF0368'AROUND A BIRD BATH.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FF0368'PINE HILL 1957.
 FF0368'
 FF0368'TO REACH THE STATION FROM THE INTERSECTION OF ALICE AVENUE
 FF0368'AND MISSISSIPPI BOULEVARD AT THE NORTHEAST CORNER OF PINE
 FF0368'HILL PARK, GO WEST ON ALICE AVENUE FOR 0.4 MILE TO A PARK
 FF0368'ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE
 FF0368'TO THE STATION ON THE LEFT.
 FF0368'
 FF0368'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ALICE
 FF0368'AVENUE AND MISSISSIPPI BOULEVARD, GO SOUTH ON MISSISSIPPI
 FF0368'BOULEVARD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FF0368'WEST, SIDE OF THE ROAD.
 FF0368'
 FF0368'REFERENCE MARK 1 IS 100 FEET SOUTH OF A CUT BANK AT THE
 FF0368'SOUTH SIDE OF ALICE AVENUE AND 3 FEET EAST OF A PARK FLOODLIGHT
 FF0368'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PINE HILL
 FF0368'NO 1 1957.
 FF0368'
 FF0368'REFERENCE MARK 2 IS 62 FEET NORTHEAST OF THE CENTERLINE
 FF0368'OF A PARK STREET, 24 FEET WEST OF THE WEST EDGE OF THE SIDEWALK
 FF0368'AROUND THE BIRD BATH AND 11 FEET SOUTHEAST OF A PARK FLOODLIGHT
 FF0368'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PINE HILL NO 2
 FF0368'1957.
 FF0368'
 FF0368'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTERLINE OF MISSISSIPPI
 FF0368'BOULEVARD, 9 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 FF0368'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 FF0368'THE DISK IS STAMPED PINE HILL 1957.
 FF0368'
 FF0368'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF0368
 FF0368                          STATION RECOVERY (1959)
 FF0368
 FF0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0368'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 FF0368'FOUND IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE.
 FF0368
 FF0368                          STATION RECOVERY (1959)
 FF0368
 FF0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0368'AT MEMPHIS.
 FF0368'TO REACH THE STATION FROM THE INTERSECTION OF ALICE AVENUE AND
 FF0368'MISSISSIPPI BLVD. AT THE NORTHEAST CORNER OF PINE HILL PARK, GO
 FF0368'WEST ON ALICE AVENUE FOR 0.4 MILE TO THE PARK ENTRANCE ON THE
 FF0368'LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON
 FF0368'THE LEFT.  THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT
 FF0368'WHICH IS FLUSH WITH THE GROUND AND IS 86 FEET SOUTH OF A 48 INCH
 FF0368'OAK TREE, 54 FEET NORTH OF A PARK FLOODLIGHT POLE AND 29 FEET
 FF0368'EAST OF THE EAST EDGE OF A SIDEWALK AROUND A BIRD BATH.  IT IS
 FF0368'ABOUT 1 MILE SOUTH OF Y 214.
 FF0368
 FF0368                          STATION RECOVERY (2002)
 FF0368
 FF0368'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0368'TO REACH THE STATION FROM THE INTERSECTION OF MISSISSIPPI BOULEVARD
 FF0368'AND ALICE AVENUE, PROCEED W ALONG ALICE AVENUE FOR 0.4 MI (0.6 KM) TO
 FF0368'THE PARK ENTRANCE ON THE LEFT.  TURN LEFT AND PROCEED S ON PARK ENTRY
 FF0368'ROAD FOR 0.1 MI (0.2 KM) TO A DRINKING FOUNTAIN ON THE LEFT AND THE
 FF0368'MARK 134.5 FT (41.0 M) DUE EAST OF THE DRINKING FOUNTAIN.  THE STATION
 FF0368'IS LOCATED 8.0 FT (2.4 M) E OF THE NW CORNER OF A SIDEWALK AROUND
 FF0368'PLAYGROUND EQUIPMENT, 23.0 FT (7.0 M) S OF THE SE CORNER OF A CONCRETE
 FF0368'BASKETBALL COURT, AND 72.0 FT (21.9 M) WNW OF THE WNW FACE OF A 72
 FF0368'INCH OAK TREE.  A STANDARD CGS MONUMENT SET IN CONCRETE STAMPED
 FF0368'PINEHILL 1957, 1 INCH BELOW GROUND.  NO WITNESS POST DRIVEN. DESCRIBED
 FF0368'BY MIKE HAMNA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0369 ***********************************************************************
 FF0369  DESIGNATION -  PINE HILL AZ MK
 FF0369  PID         -  FF0369
 FF0369  STATE/COUNTY-  TN/SHELBY
 FF0369  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0369
 FF0369                         *CURRENT SURVEY CONTROL
 FF0369  ___________________________________________________________________
 FF0369* NAD 83(1986)-  35 05 34.     (N)    090 01 31.     (W)     SCALED    
 FF0369* NAVD 88     -        76.218  (meters)     250.06   (feet)  ADJUSTED  
 FF0369  ___________________________________________________________________
 FF0369  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0369  DYNAMIC HT  -          76.148 (meters)     249.83  (feet)  COMP
 FF0369  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FF0369
 FF0369  VERT ORDER  -  SECOND    CLASS 0
 FF0369
 FF0369.The horizontal coordinates were scaled from a topographic map and have
 FF0369.an estimated accuracy of +/- 6 seconds.
 FF0369
 FF0369.The orthometric height was determined by differential leveling
 FF0369.and adjusted by the National Geodetic Survey in June 1991..
 FF0369
 FF0369.The geoid height was determined by GEOID03.
 FF0369
 FF0369.The dynamic height is computed by dividing the NAVD 88
 FF0369.geopotential number by the normal gravity value computed on the
 FF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0369.degrees latitude (g = 980.6199 gals.).
 FF0369
 FF0369.The modeled gravity was interpolated from observed gravity values.
 FF0369
 FF0369;                    North         East    Units  Estimated Accuracy
 FF0369;SPC TN       -    91,810.      233,050.      MT  (+/- 180 meters Scaled)
 FF0369
 FF0369                          SUPERSEDED SURVEY CONTROL
 FF0369
 FF0369  NGVD 29 (??/??/??)   76.186  (m)          249.95   (f) ADJUSTED    2 0
 FF0369
 FF0369.Superseded values are not recommended for survey control.
 FF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0369.See file dsdata.txt to determine how the superseded data were derived.
 FF0369
 FF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU711873(NAD 83)
 FF0369_MARKER: DZ = AZIMUTH MARK DISK
 FF0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0369_STAMPING: PINE HILL 1957
 FF0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0369+STABILITY: SURFACE MOTION
 FF0369
 FF0369  HISTORY     - Date     Condition        Report By
 FF0369  HISTORY     - 1957     MONUMENTED       CGS
 FF0369  HISTORY     - 1959     GOOD             CGS
 FF0369  HISTORY     - 19990603 MARK NOT FOUND   TN1620
 FF0369  HISTORY     - 20021030 MARK NOT FOUND   USACE
 FF0369
 FF0369                          STATION DESCRIPTION
 FF0369
 FF0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0369'AT MEMPHIS.
 FF0369'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ALICE AVENUE
 FF0369'AND MISSISSIPPI BLVD., GO SOUTH ON MISSISSIPPI BLVD. FOR 0.1 MILE
 FF0369'TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.  THE
 FF0369'MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH
 FF0369'WITH THE GROUND.  IT IS 36 FEET WEST OF THE CENTERLINE OF
 FF0369'MISSISSIPPI BLVD., 9 FEET WEST OF A TELEPHONE POLE AND 1 FOOT
 FF0369'NORTH OF A WITNESS POST.
 FF0369
 FF0369                          STATION RECOVERY (1999)
 FF0369
 FF0369'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (MP)
 FF0369'MARK NOT FOUND.
 FF0369
 FF0369                          STATION RECOVERY (2002)
 FF0369
 FF0369'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0369'MISSISSIPPI BLVD. DOES NOW EXIST SOUTH OF ALICE AVE DUE TO I40
 FF0369'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0366 ***********************************************************************
 FF0366  DESIGNATION -  PINE HILL RM 1
 FF0366  PID         -  FF0366
 FF0366  STATE/COUNTY-  TN/SHELBY
 FF0366  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0366
 FF0366                         *CURRENT SURVEY CONTROL
 FF0366  ___________________________________________________________________
 FF0366* NAD 83(1986)-  35 05 34.     (N)    090 01 55.     (W)     SCALED    
 FF0366* NAVD 88     -        90.114  (meters)     295.65   (feet)  ADJUSTED  
 FF0366  ___________________________________________________________________
 FF0366  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0366  DYNAMIC HT  -          90.031 (meters)     295.38  (feet)  COMP
 FF0366  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 FF0366
 FF0366  VERT ORDER  -  SECOND    CLASS 0
 FF0366
 FF0366.The horizontal coordinates were scaled from a topographic map and have
 FF0366.an estimated accuracy of +/- 6 seconds.
 FF0366
 FF0366.The orthometric height was determined by differential leveling
 FF0366.and adjusted by the National Geodetic Survey in June 1991..
 FF0366
 FF0366.The geoid height was determined by GEOID03.
 FF0366
 FF0366.The dynamic height is computed by dividing the NAVD 88
 FF0366.geopotential number by the normal gravity value computed on the
 FF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0366.degrees latitude (g = 980.6199 gals.).
 FF0366
 FF0366.The modeled gravity was interpolated from observed gravity values.
 FF0366
 FF0366;                    North         East    Units  Estimated Accuracy
 FF0366;SPC TN       -    91,830.      232,440.      MT  (+/- 180 meters Scaled)
 FF0366
 FF0366                          SUPERSEDED SURVEY CONTROL
 FF0366
 FF0366  NGVD 29 (??/??/??)   90.082  (m)          295.54   (f) ADJUSTED    2 0
 FF0366
 FF0366.Superseded values are not recommended for survey control.
 FF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0366.See file dsdata.txt to determine how the superseded data were derived.
 FF0366
 FF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU705873(NAD 83)
 FF0366_MARKER: DR = REFERENCE MARK DISK
 FF0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0366_STAMPING: PINE HILL NO 1 1957
 FF0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0366+STABILITY: SURFACE MOTION
 FF0366
 FF0366  HISTORY     - Date     Condition        Report By
 FF0366  HISTORY     - 1957     MONUMENTED       CGS
 FF0366  HISTORY     - 1959     GOOD             CGS
 FF0366  HISTORY     - 19990603 MARK NOT FOUND   TN1620
 FF0366
 FF0366                          STATION DESCRIPTION
 FF0366
 FF0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0366'AT MEMPHIS.
 FF0366'THE MARK IS LOCATED AT THE PINE HILL STATION SITE.  THE MARK IS
 FF0366'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FF0366'GROUND.  IT IS 100 FEET SOUTH OF A CUT BANK AT THE SOUTH SIDE OF
 FF0366'ALICE AVENUE, 83.2 FEET NORTH OF THE STATION MARK AND 3 FEET
 FF0366'EAST OF A PARK FLOODLIGHT POLE.
 FF0366
 FF0366                          STATION RECOVERY (1999)
 FF0366
 FF0366'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (MP)
 FF0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0367 ***********************************************************************
 FF0367  DESIGNATION -  PINE HILL RM 2
 FF0367  PID         -  FF0367
 FF0367  STATE/COUNTY-  TN/SHELBY
 FF0367  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0367
 FF0367                         *CURRENT SURVEY CONTROL
 FF0367  ___________________________________________________________________
 FF0367* NAD 83(1986)-  35 05 34.     (N)    090 01 56.     (W)     SCALED    
 FF0367* NAVD 88     -        89.747  (meters)     294.44   (feet)  ADJUSTED  
 FF0367  ___________________________________________________________________
 FF0367  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0367  DYNAMIC HT  -          89.665 (meters)     294.18  (feet)  COMP
 FF0367  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 FF0367
 FF0367  VERT ORDER  -  SECOND    CLASS 0
 FF0367
 FF0367.The horizontal coordinates were scaled from a topographic map and have
 FF0367.an estimated accuracy of +/- 6 seconds.
 FF0367
 FF0367.The orthometric height was determined by differential leveling
 FF0367.and adjusted by the National Geodetic Survey in June 1991..
 FF0367
 FF0367.The geoid height was determined by GEOID03.
 FF0367
 FF0367.The dynamic height is computed by dividing the NAVD 88
 FF0367.geopotential number by the normal gravity value computed on the
 FF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0367.degrees latitude (g = 980.6199 gals.).
 FF0367
 FF0367.The modeled gravity was interpolated from observed gravity values.
 FF0367
 FF0367;                    North         East    Units  Estimated Accuracy
 FF0367;SPC TN       -    91,840.      232,410.      MT  (+/- 180 meters Scaled)
 FF0367
 FF0367                          SUPERSEDED SURVEY CONTROL
 FF0367
 FF0367  NGVD 29 (??/??/??)   89.715  (m)          294.34   (f) ADJUSTED    2 0
 FF0367
 FF0367.Superseded values are not recommended for survey control.
 FF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0367.See file dsdata.txt to determine how the superseded data were derived.
 FF0367
 FF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU705873(NAD 83)
 FF0367_MARKER: DR = REFERENCE MARK DISK
 FF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0367_STAMPING: PINE HILL NO 2 1957
 FF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0367+STABILITY: SURFACE MOTION
 FF0367
 FF0367  HISTORY     - Date     Condition        Report By
 FF0367  HISTORY     - 1957     MONUMENTED       CGS
 FF0367  HISTORY     - 1959     GOOD             CGS
 FF0367  HISTORY     - 19990603 MARK NOT FOUND   TN1620
 FF0367
 FF0367                          STATION DESCRIPTION
 FF0367
 FF0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0367'AT MEMPHIS.
 FF0367'THE MARK IS LOCATED AT THE PINE HILL STATION SITE.  THE MARK IS
 FF0367'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FF0367'GROUND.  IT IS 102.2 FEET SOUTHWEST OF THE STATION MARK, 62 FEET
 FF0367'NORTHEAST OF THE CENTERLINE OF A PARK STREET, 24 FEET WEST OF
 FF0367'THE WEST EDGE OF THE SIDEWALK AROUND THE BIRD BATH AND 11 FEET
 FF0367'SOUTHEAST OF A PARK FLOODLIGHT POLE.
 FF0367
 FF0367                          STATION RECOVERY (1999)
 FF0367
 FF0367'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (MP)
 FF0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0333 ***********************************************************************
 FE0333  DESIGNATION -  PINE RM 1
 FE0333  PID         -  FE0333
 FE0333  STATE/COUNTY-  TN/HARDIN
 FE0333  USGS QUAD   -  OLIVEHILL (1972)
 FE0333
 FE0333                         *CURRENT SURVEY CONTROL
 FE0333  ___________________________________________________________________
 FE0333* NAD 83(1986)-  35 15 10.     (N)    088 04 55.     (W)     SCALED    
 FE0333* NAVD 88     -       208.224  (meters)     683.15   (feet)  ADJUSTED  
 FE0333  ___________________________________________________________________
 FE0333  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0333  DYNAMIC HT  -         208.033 (meters)     682.52  (feet)  COMP
 FE0333  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FE0333
 FE0333  VERT ORDER  -  SECOND    CLASS 0
 FE0333
 FE0333.The horizontal coordinates were scaled from a topographic map and have
 FE0333.an estimated accuracy of +/- 6 seconds.
 FE0333
 FE0333.The orthometric height was determined by differential leveling
 FE0333.and adjusted by the National Geodetic Survey in June 1991..
 FE0333
 FE0333.The geoid height was determined by GEOID03.
 FE0333
 FE0333.The dynamic height is computed by dividing the NAVD 88
 FE0333.geopotential number by the normal gravity value computed on the
 FE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0333.degrees latitude (g = 980.6199 gals.).
 FE0333
 FE0333.The modeled gravity was interpolated from observed gravity values.
 FE0333
 FE0333;                    North         East    Units  Estimated Accuracy
 FE0333;SPC TN       -   104,030.      410,540.      MT  (+/- 180 meters Scaled)
 FE0333
 FE0333                          SUPERSEDED SURVEY CONTROL
 FE0333
 FE0333  NGVD 29 (??/??/??)  208.236  (m)          683.19   (f) ADJUSTED    2 0
 FE0333
 FE0333.Superseded values are not recommended for survey control.
 FE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0333.See file dsdata.txt to determine how the superseded data were derived.
 FE0333
 FE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE015016(NAD 83)
 FE0333_MARKER: DR = REFERENCE MARK DISK
 FE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0333_STAMPING: PINE RM-1 1962
 FE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0333+STABILITY: SURFACE MOTION
 FE0333
 FE0333  HISTORY     - Date     Condition        Report By
 FE0333  HISTORY     - 1962     MONUMENTED       TNHD
 FE0333
 FE0333                          STATION DESCRIPTION
 FE0333
 FE0333'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0333'4 MI W FROM OLIVE HILL.
 FE0333'THIS MARK IS LOCATED AT THE PINE 1962 STATION SITE, 22 FEET
 FE0333'NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 21 FEET WEST OF A
 FE0333'22-INCH OAK TREE AND 90 FEET NORTHEAST OF THE STATION.  THE
 FE0333'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0333'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2158 ***********************************************************************
 GA2158  DESIGNATION -  PINE RM 2
 GA2158  PID         -  GA2158
 GA2158  STATE/COUNTY-  TN/HAWKINS
 GA2158  USGS QUAD   -  CAMELOT (1976)
 GA2158
 GA2158                         *CURRENT SURVEY CONTROL
 GA2158  ___________________________________________________________________
 GA2158* NAD 83(1986)-  36 22 50.     (N)    083 07 09.     (W)     SCALED    
 GA2158* NAVD 88     -       363.995  (meters)    1194.21   (feet)  ADJUSTED  
 GA2158  ___________________________________________________________________
 GA2158  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA2158  DYNAMIC HT  -         363.662 (meters)    1193.11  (feet)  COMP
 GA2158  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2158
 GA2158  VERT ORDER  -  SECOND    CLASS 0
 GA2158
 GA2158.The horizontal coordinates were scaled from a topographic map and have
 GA2158.an estimated accuracy of +/- 6 seconds.
 GA2158
 GA2158.The orthometric height was determined by differential leveling
 GA2158.and adjusted by the National Geodetic Survey in June 1991..
 GA2158
 GA2158.The geoid height was determined by GEOID03.
 GA2158
 GA2158.The dynamic height is computed by dividing the NAVD 88
 GA2158.geopotential number by the normal gravity value computed on the
 GA2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2158.degrees latitude (g = 980.6199 gals.).
 GA2158
 GA2158.The modeled gravity was interpolated from observed gravity values.
 GA2158
 GA2158;                    North         East    Units  Estimated Accuracy
 GA2158;SPC TN       -   230,950.      858,450.      MT  (+/- 180 meters Scaled)
 GA2158
 GA2158                          SUPERSEDED SURVEY CONTROL
 GA2158
 GA2158  NGVD 29 (??/??/92)  364.136  (m)         1194.67   (f) ADJ UNCH    2 0
 GA2158
 GA2158.Superseded values are not recommended for survey control.
 GA2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2158.See file dsdata.txt to determine how the superseded data were derived.
 GA2158
 GA2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA099282(NAD 83)
 GA2158_MARKER: DD = SURVEY DISK
 GA2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2158_STAMPING: PINE RM-2 1964
 GA2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2158+STABILITY: SURFACE MOTION
 GA2158
 GA2158  HISTORY     - Date     Condition        Report By
 GA2158  HISTORY     - 1964     MONUMENTED       TNHD
 GA2158  HISTORY     - 1976     GOOD             USGS
 GA2158
 GA2158                          STATION DESCRIPTION
 GA2158
 GA2158'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2158'10 MI NE FROM BEAN STATION.
 GA2158'THE MARK IS LOCATED AT THE PINE 1964 STATION SITE, 69 FEET
 GA2158'SOUTHWEST OF TELEPHONE POLE NO. 89 AND 1 FOOT NORTHEAST OF A
 GA2158'SCHOOL YARD FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2158'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2158'NOTE-- FOR DESCR. SEE STATION PINE.
 GA2158
 GA2158                          STATION RECOVERY (1976)
 GA2158
 GA2158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GA2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0335 ***********************************************************************
 FE0335  DESIGNATION -  PINE RM 2
 FE0335  PID         -  FE0335
 FE0335  STATE/COUNTY-  TN/HARDIN
 FE0335  USGS QUAD   -  OLIVEHILL (1972)
 FE0335
 FE0335                         *CURRENT SURVEY CONTROL
 FE0335  ___________________________________________________________________
 FE0335* NAD 83(1986)-  35 15 10.     (N)    088 04 55.     (W)     SCALED    
 FE0335* NAVD 88     -       207.475  (meters)     680.69   (feet)  ADJUSTED  
 FE0335  ___________________________________________________________________
 FE0335  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0335  DYNAMIC HT  -         207.284 (meters)     680.06  (feet)  COMP
 FE0335  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FE0335
 FE0335  VERT ORDER  -  SECOND    CLASS 0
 FE0335
 FE0335.The horizontal coordinates were scaled from a topographic map and have
 FE0335.an estimated accuracy of +/- 6 seconds.
 FE0335
 FE0335.The orthometric height was determined by differential leveling
 FE0335.and adjusted by the National Geodetic Survey in June 1991..
 FE0335
 FE0335.The geoid height was determined by GEOID03.
 FE0335
 FE0335.The dynamic height is computed by dividing the NAVD 88
 FE0335.geopotential number by the normal gravity value computed on the
 FE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0335.degrees latitude (g = 980.6199 gals.).
 FE0335
 FE0335.The modeled gravity was interpolated from observed gravity values.
 FE0335
 FE0335;                    North         East    Units  Estimated Accuracy
 FE0335;SPC TN       -   104,030.      410,540.      MT  (+/- 180 meters Scaled)
 FE0335
 FE0335                          SUPERSEDED SURVEY CONTROL
 FE0335
 FE0335  NGVD 29 (??/??/??)  207.486  (m)          680.73   (f) ADJUSTED    2 0
 FE0335
 FE0335.Superseded values are not recommended for survey control.
 FE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0335.See file dsdata.txt to determine how the superseded data were derived.
 FE0335
 FE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE015016(NAD 83)
 FE0335_MARKER: DR = REFERENCE MARK DISK
 FE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0335_STAMPING: PINE RM-2 1962
 FE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0335+STABILITY: SURFACE MOTION
 FE0335
 FE0335  HISTORY     - Date     Condition        Report By
 FE0335  HISTORY     - 1962     MONUMENTED       TNHD
 FE0335
 FE0335                          STATION DESCRIPTION
 FE0335
 FE0335'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0335'4 MI W FROM OLIVE HILL.
 FE0335'THIS MARK IS LOCATED AT THE PINE 1962 STATION SITE, 55 FEET
 FE0335'SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD, 7 FEET SOUTHEAST
 FE0335'OF A 12-INCH OAK TREE, 6 FEET NORTHWEST OF A 10-INCH OAK
 FE0335'TREE AND 81 FEET EAST OF THE STATION.  THE MARK IS A STANDARD
 FE0335'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FE0335'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1615 ***********************************************************************
 FD1615  DESIGNATION -  PINEWOOD
 FD1615  PID         -  FD1615
 FD1615  STATE/COUNTY-  TN/HICKMAN
 FD1615  USGS QUAD   -  SPOT (1942)
 FD1615
 FD1615                         *CURRENT SURVEY CONTROL
 FD1615  ___________________________________________________________________
 FD1615* NAD 83(1995)-  35 54 49.50362(N)    087 31 37.61752(W)     ADJUSTED  
 FD1615* NAVD 88     -       247.0    (meters)     810.     (feet)  VERTCON   
 FD1615  ___________________________________________________________________
 FD1615  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FD1615  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1615
 FD1615  HORZ ORDER  -  SECOND
 FD1615
 FD1615.The horizontal coordinates were established by classical geodetic methods
 FD1615.and adjusted by the National Geodetic Survey in April 1999..
 FD1615
 FD1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1615
 FD1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1615
 FD1615.The geoid height was determined by GEOID03.
 FD1615
 FD1615;                    North         East     Units Scale Factor Converg.
 FD1615;SPC TN       -   176,421.223   462,172.392   MT  0.99994936   -0 53 38.5
 FD1615;SPC TN       -   578,808.63  1,516,310.59   sFT  0.99994936   -0 53 38.5
 FD1615;UTM  16      - 3,974,510.574   452,440.403   MT  0.99962787   -0 18 33.1
 FD1615
 FD1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1615!SPC TN       -   0.99996571  x   0.99994936  =   0.99991507
 FD1615!UTM  16      -   0.99996571  x   0.99962787  =   0.99959359
 FD1615
 FD1615|---------------------------------------------------------------------|
 FD1615| PID    Reference Object                     Distance      Geod. Az  |
 FD1615|                                                           dddmmss.s |
 FD1615| CG6338 PINEWOOD RM 1                        26.040 METERS 01201     |
 FD1615| FD1614 PINEWOOD STATE FOREST LOT HR 2       26.042 METERS 01201     |
 FD1615| CG6337 PINEWOOD AZ MK                                     0612517.0 |
 FD1615| FD1531 DALLAS LOUISVILLE AWY BCN 59        APPROX. 5.4 KM 1374210.1 |
 FD1615| FD1528 CENTERVILLE ST FOREST LOT HR 1      APPROX.12.4 KM 1603928.5 |
 FD1615| FD1617 SPOT                                APPROX. 3.9 KM 2401103.8 |
 FD1615| CG6339 PINEWOOD RM 2                        25.680 METERS 29403     |
 FD1615|---------------------------------------------------------------------|
 FD1615
 FD1615                          SUPERSEDED SURVEY CONTROL
 FD1615
 FD1615  NAD 83(1995)-  35 54 49.50577(N)    087 31 37.62102(W) AD(       ) 2
 FD1615  NAD 83(1986)-  35 54 49.51410(N)    087 31 37.61916(W) AD(       ) 2
 FD1615  NAD 27      -  35 54 49.28600(N)    087 31 37.56100(W) AD(       ) 2
 FD1615  NGVD 29 (07/19/86)  247.0    (m)          810.     (f) VERT ANG       
 FD1615
 FD1615.Superseded values are not recommended for survey control.
 FD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1615.See file dsdata.txt to determine how the superseded data were derived.
 FD1615
 FD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5244074511(NAD 83)
 FD1615_MARKER: DS = TRIANGULATION STATION DISK
 FD1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1615
 FD1615  HISTORY     - Date     Condition        Report By
 FD1615  HISTORY     - 1953     MONUMENTED       CGS
 FD1615  HISTORY     - 1959     GOOD             CGS
 FD1615
 FD1615                          STATION DESCRIPTION
 FD1615
 FD1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1615'STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF NUNNELLY AT THE
 FD1615'PINEWOOD STATE FOREST
 FD1615'LOOKOUT TOWER.  IT IS 55 FEET NORTHWEST OF THE CENTER OF A
 FD1615'GRAVEL ROAD, 47 FEET
 FD1615'SOUTH OF A 24 INCH OAK TREE AND 4 FEET EAST OF A
 FD1615'WHITE WITNESS POST.  THE MARK IS FLUSH
 FD1615'AND THE DISK IS STAMPED
 FD1615'PINEWOOD 1953.
 FD1615'
 FD1615'REFERENCE MARK NO 1 IS AT THE CENTER OF THE BASE OF THE LOOKOUT
 FD1615'TOWER.  THE MARK
 FD1615'PROJECTS 4 INCHES AND THE DISK IS STAMPED PINEWOOD NO 1 1953.
 FD1615'
 FD1615'REFERENCE MARK NO 2 IS 64 FEET SOUTHWEST OF THE 24 INCH OAK TREE AND
 FD1615'32 FEET NORTH OF A POWER
 FD1615'LINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FD1615'IS STAMPED PINEWOOD NO 2 1953.
 FD1615'
 FD1615'AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 2
 FD1615'FEET WEST OF A WHITE
 FD1615'WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE
 FD1615'MARK PROJECTS 2 INCHES AND
 FD1615'THE DISK IS STAMPED PINEWOOD 1953.
 FD1615'
 FD1615'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE
 FD1615'HIGHWAY 48 IN DICKSON.  GO
 FD1615'SOUTH ON STATE HIGHWAY 48 FOR 14.9 MILES TO A GRAVEL
 FD1615'CROSSROAD, TURN RIGHT AND TO WEST
 FD1615'ON GRAVEL ROAD FOR 0.8 MILE TO A Y.
 FD1615'TAKE LEFT FORK FOR 0.5 MILE TO A Y, TAKE RIGHT FORK
 FD1615'FOR 1.7 MILES TO
 FD1615'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 FD1615'FOR 0.15 MILE TO
 FD1615'THE PINEWOOD STATE FOREST LOOKOUT TOWER ON THE RIGHT
 FD1615'AND THE STATION AS DESCRIBED.
 FD1615'
 FD1615'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FD1615
 FD1615                          STATION RECOVERY (1959)
 FD1615
 FD1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1615'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD1615'GOOD CONDITION.  A
 FD1615'NEW DESCRIPTION FOLLOWS.
 FD1615'
 FD1615'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF NUNNELLY AT THE
 FD1615'PINEWOOD STATE FOREST
 FD1615'LOOKOUT TOWER.
 FD1615'
 FD1615'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD1615'HIGHWAY NO 48 IN DICKSON,
 FD1615'GO SOUTH ON STATE HIGHWAY NO 48 FOR 15.0 MILES TO A
 FD1615'CROSSROAD AT PINEWOOD GENERAL STORE,
 FD1615'TURN RIGHT ON THE GRAVELED ROAD
 FD1615'AND GO WEST FOR 0.8 MILE TO A FORK, TAKE THE LEFT FORK
 FD1615'AND GO 0.5
 FD1615'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 1.7 MILES TO THE AZIMUTH
 FD1615'MARK ON THE LEFT
 FD1615'AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE
 FD1615'TO THE PINEWOOD STATE FOREST
 FD1615'LOOKOUT TOWER ON THE RIGHT AND THE
 FD1615'STATION AS DESCRIBED.
 FD1615'
 FD1615'STATION MARK IS 55 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 FD1615'47 FEET SOUTH OF A 24-INCH
 FD1615'OAK TREE AND 4 FEET EAST OF A WITNESS SIGN.  THE
 FD1615'MARK IS SET FLUSH WITH THE SURFACE OF
 FD1615'THE GROUND AND IS STAMPED
 FD1615'PINEWOOD 1953.
 FD1615'
 FD1615'REFERENCE MARK NO 1 IS AT THE CENTER OF THE BASE OF THE LOOKOUT
 FD1615'TOWER.  THE MARK
 FD1615'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FD1615'PINEWOOD NO 1 1953.
 FD1615'
 FD1615'REFERENCE MARK NO 2 IS 64 FEET SOUTHWEST OF THE 24-INCH OAK TREE AND
 FD1615'32 FEET NORTH OF A
 FD1615'POWERLINE POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 FD1615'SURFACE OF THE GROUND AND IS
 FD1615'STAMPED PINEWOOD NO 2 1953.
 FD1615'
 FD1615'AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD
 FD1615'AND 2 FEET WEST OF A WITNESS
 FD1615'SIGN.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 FD1615'OF THE GROUND AND IS STAMPED
 FD1615'PINEWOOD 1953.
 FD1615'
 FD1615'OBSERVATION WERE MADE FROM A 77-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1614 ***********************************************************************
 FD1614  DESIGNATION -  PINEWOOD STATE FOREST LOT HR 2
 FD1614  PID         -  FD1614
 FD1614  STATE/COUNTY-  TN/HICKMAN
 FD1614  USGS QUAD   -  SPOT (1942)
 FD1614
 FD1614                         *CURRENT SURVEY CONTROL
 FD1614  ___________________________________________________________________
 FD1614* NAD 83(1995)-  35 54 50.33004(N)    087 31 37.40136(W)     ADJUSTED  
 FD1614* NAVD 88     -                                                        
 FD1614  ___________________________________________________________________
 FD1614  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FD1614  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1614
 FD1614  HORZ ORDER  -  THIRD
 FD1614
 FD1614.The horizontal coordinates were established by classical geodetic methods
 FD1614.and adjusted by the National Geodetic Survey in April 1999..
 FD1614
 FD1614
 FD1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1614
 FD1614.The geoid height was determined by GEOID03.
 FD1614
 FD1614;                    North         East     Units Scale Factor Converg.
 FD1614;SPC TN       -   176,446.606   462,178.208   MT  0.99994937   -0 53 38.4
 FD1614;SPC TN       -   578,891.91  1,516,329.67   sFT  0.99994937   -0 53 38.4
 FD1614;UTM  16      - 3,974,536.007   452,445.958   MT  0.99962786   -0 18 33.0
 FD1614
 FD1614                          SUPERSEDED SURVEY CONTROL
 FD1614
 FD1614  NAD 83(1995)-  35 54 50.33219(N)    087 31 37.40486(W) AD(       ) 4
 FD1614  NAD 83(1986)-  35 54 50.34059(N)    087 31 37.40348(W) AD(       ) 4
 FD1614  NAD 27      -  35 54 50.11300(N)    087 31 37.34500(W) AD(       ) 3
 FD1614
 FD1614.Superseded values are not recommended for survey control.
 FD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1614.See file dsdata.txt to determine how the superseded data were derived.
 FD1614
 FD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5244674536(NAD 83)
 FD1614_MARKER: 57 = LOOKOUT TOWER
 FD1614
 FD1614  HISTORY     - Date     Condition        Report By
 FD1614  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1614  HISTORY     - 1953     GOOD             CGS
 FD1614
 FD1614                          STATION DESCRIPTION
 FD1614
 FD1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1614'STATION WAS RECOVERED. A COMPLETE DESCRIPTION FOLLOWS.  STATION IS
 FD1614'LOCATED ABOUT 4.5 MILES
 FD1614'NORTHWEST OF NUNNELLY.  IT IS A FOUR LEGGED STEEL
 FD1614'STRUCTURE ABOUT 70 FEET HIGH WITH
 FD1614'AN ENCLOSED OBSERVATION PLATFORM
 FD1614'ATOP.  A TRAVERSE CONNECTION WAS MADE FROM
 FD1614'TRIANGULATION STATION
 FD1614'PINEWOOD.  THE DISTANCE BEING 26.040 METERS (85.43) FEET.
 FD1614'
 FD1614'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE
 FD1614'HIGHWAY 48 IN DICKSON.  GO
 FD1614'SOUTH ON STATE HIGHWAY 48 FOR 14.9 MILES TO A GRAVEL
 FD1614'CROSSROAD, TURN RIGHT AND GO WEST
 FD1614'ON GRAVEL ROAD FOR 0.8 MILE TO A
 FD1614'FORK.  TAKE LEFT FORK FOR 0.5 MILE TO A FORK, TAKE
 FD1614'RIGHT FORK FOR
 FD1614'1.85 MILES TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0744 ***********************************************************************
 FD0744  DESIGNATION -  PINEY
 FD0744  PID         -  FD0744
 FD0744  STATE/COUNTY-  TN/DICKSON
 FD0744  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0744
 FD0744                         *CURRENT SURVEY CONTROL
 FD0744  ___________________________________________________________________
 FD0744* NAD 83(1995)-  35 59 38.61435(N)    087 25 47.81915(W)     ADJUSTED  
 FD0744* NAVD 88     -       229.032  (meters)     751.42   (feet)  ADJUSTED  
 FD0744  ___________________________________________________________________
 FD0744  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 FD0744  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0744  DYNAMIC HT  -         228.831 (meters)     750.76  (feet)  COMP
 FD0744  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FD0744
 FD0744  HORZ ORDER  -  SECOND
 FD0744  VERT ORDER  -  SECOND    CLASS 0
 FD0744
 FD0744.The horizontal coordinates were established by classical geodetic methods
 FD0744.and adjusted by the National Geodetic Survey in April 1999..
 FD0744
 FD0744.The orthometric height was determined by differential leveling
 FD0744.and adjusted by the National Geodetic Survey in June 1991..
 FD0744
 FD0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0744
 FD0744.The geoid height was determined by GEOID03.
 FD0744
 FD0744.The dynamic height is computed by dividing the NAVD 88
 FD0744.geopotential number by the normal gravity value computed on the
 FD0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0744.degrees latitude (g = 980.6199 gals.).
 FD0744
 FD0744.The modeled gravity was interpolated from observed gravity values.
 FD0744
 FD0744;                    North         East     Units Scale Factor Converg.
 FD0744;SPC TN       -   185,198.232   471,071.527   MT  0.99995229   -0 50 13.7
 FD0744;SPC TN       -   607,604.53  1,545,507.17   sFT  0.99995229   -0 50 13.7
 FD0744;UTM  16      - 3,983,375.025   461,246.631   MT  0.99961850   -0 15 09.7
 FD0744
 FD0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0744!SPC TN       -   0.99996855  x   0.99995229  =   0.99992084
 FD0744!UTM  16      -   0.99996855  x   0.99961850  =   0.99958706
 FD0744
 FD0744|---------------------------------------------------------------------|
 FD0744| PID    Reference Object                     Distance      Geod. Az  |
 FD0744|                                                           dddmmss.s |
 FD0744| FD0745 PINEY RM 1                           30.328 METERS 01822     |
 FD0744| GC2562 DICKSON MUNICIPAL TANK              APPROX. 9.5 KM 0205039.2 |
 FD0744| FD0743 PINEY RM 2                           23.180 METERS 16209     |
 FD0744| FD0742 PINEY AZ MK                         APPROX. 0.9 KM 2701721.8 |
 FD0744|---------------------------------------------------------------------|
 FD0744
 FD0744                          SUPERSEDED SURVEY CONTROL
 FD0744
 FD0744  NAD 83(1995)-  35 59 38.61666(N)    087 25 47.82278(W) AD(       ) 2
 FD0744  NAD 83(1986)-  35 59 38.62473(N)    087 25 47.82149(W) AD(       ) 2
 FD0744  NAD 27      -  35 59 38.39910(N)    087 25 47.77460(W) AD(       ) 2
 FD0744  NGVD 29 (??/??/92)  229.028  (m)          751.40   (f) ADJ UNCH    2 0
 FD0744
 FD0744.Superseded values are not recommended for survey control.
 FD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0744.See file dsdata.txt to determine how the superseded data were derived.
 FD0744
 FD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6124783375(NAD 83)
 FD0744_MARKER: DE = TRAVERSE STATION DISK
 FD0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0744_STAMPING: PINEY 1959
 FD0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0744+STABILITY: SURFACE MOTION
 FD0744
 FD0744  HISTORY     - Date     Condition        Report By
 FD0744  HISTORY     - 1959     MONUMENTED       CGS
 FD0744  HISTORY     - 1959     GOOD             CGS
 FD0744
 FD0744                          STATION DESCRIPTION
 FD0744
 FD0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD0744'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF TENNESSEE CITY, 6
 FD0744'MILES SOUTH-SOUTHEAST
 FD0744'OF DICKSON AND ON A HIGH WOODED RIDGE ABOUT 0.1 MILE
 FD0744'NORTH OF THE H KIMBRO FARM HOUSE.
 FD0744'
 FD0744'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 70 AND STATE HIGHWAY 48
 FD0744'IN DICKSON, GO
 FD0744'SOUTHERLY ON STATE HIGHWAY 48 FOR 1.0 MILE TO A SMALL
 FD0744'CONCRETE BRIDGE AND A PAVED
 FD0744'ROAD LEFT, TURN LEFT AND GO 4.9 MILES TO
 FD0744'A CROSSROAD AT MT SINAI SCHOOL, TURN RIGHT AND
 FD0744'GO WESTERLY ON A
 FD0744'GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 FD0744'SOUTHERLY FOR
 FD0744'1.0 MILE TO A SIDE ROAD RIGHT, TURN SHARP RIGHT AND GO
 FD0744'0.05 MILE TO A WOODEN GATE,
 FD0744'LOCKED, (KEY IS OBTAINED FROM MR KIMBRO
 FD0744'WHO LIVES ABOUT 0.3 MILE SOUTHWEST OF THIS
 FD0744'POINT) PASS THROUGH GATE
 FD0744'AND FOLLOW TRACK FIELD ROAD WEST ALONG EDGE OF FIELD FOR 0.15
 FD0744'MILE TO THE TOP OF
 FD0744'SADDLE AND A GAP IN FENCE ON THE LEFT, TURN LEFT PASSING
 FD0744'THROUGH GAP IN FENCE AND GO
 FD0744'SOUTH ALONG THE RIDGE FOLLOWING A TRACK
 FD0744'WOODS ROAD FOR 0.1 MILE TO THE STATION ON THE
 FD0744'LEFT AS DESCRIBED.
 FD0744'
 FD0744'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED PINEY 1959.  THE
 FD0744'DISK IS CEMENTED IN A
 FD0744'10-INCH SQUARE CONCRETE POST, WHICH IS FLUSH WITH THE
 FD0744'SURFACE OF THE GROUND.  IT IS 25
 FD0744'FEET SOUTHEAST OF THE CENTER OF A
 FD0744'TRACK ROAD, 23 FEET NORTH OF A TRIANGULAR BLAZED
 FD0744'10-INCH CEDAR TREE,
 FD0744'11 FEET SOUTH OF A TRIANGULAR BLAZED TREE AND 3 FEET EAST OF A
 FD0744'WITNESS SIGN.
 FD0744'
 FD0744'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD0744'36 INCHES BELOW THE
 FD0744'SURFACE OF THE GROUND AND IS STAMPED PINEY 1959.
 FD0744'
 FD0744'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED PINEY NO 1
 FD0744'1959.  THE DISK IS CEMENTED
 FD0744'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD0744'INCHES ABOVE THE SURFACE OF THE
 FD0744'GROUND.  IT IS 29 FEET NORTHWEST OF A
 FD0744'14-INCH TREE, 8 FEET WEST OF THE CENTER OF A TRACK
 FD0744'ROAD AND ABOUT THE
 FD0744'SAME ELEVATION AS THE STATION MARK.
 FD0744'
 FD0744'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED PINEY NO 2
 FD0744'1959.  THE DISK IS CEMENTED
 FD0744'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD0744'INCHES ABOVE THE SURFACE OF THE
 FD0744'GROUND.  IT IS 53 FEET
 FD0744'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH
 FD0744'CEDAR TREE, 27 FEET
 FD0744'SOUTH-SOUTHEAST OF A 24-INCH STUMP AND ABOUT THE SAME ELEVATION
 FD0744'AS THE STATION
 FD0744'MARK.
 FD0744'
 FD0744'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.  THE AZIMUTH MARK
 FD0744'IS A STANDARD AZIMUTH
 FD0744'MARK DISK STAMPED PINEY 1959.  THE DISK IS CEMENTED
 FD0744'IN A 10-INCH SQUARE CONCRETE POST,
 FD0744'WHICH IS FLUSH WITH THE SURFACE OF
 FD0744'THE GROUND.  IT IS 15 FEET WEST OF THE CENTER OF A
 FD0744'GRAVELED ROAD, 9
 FD0744'FEET SOUTH OF A CEDAR STUMP AND 4 FEET EAST OF A WITNESS SIGN.
 FD0744'
 FD0744'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD RIGHT, CONTINUE
 FD0744'SOUTHERLY ON THE GRAVELED
 FD0744'ROAD FOR 0.35 MILE TO A FORK, KEEP RIGHT FORK AND GO
 FD0744'WESTERLY FOR 0.55 MILE TO A
 FD0744'REVERSED Y, KEEP RIGHT FOR 0.15 MILE TO
 FD0744'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FD0744'
 FD0744'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FD0744
 FD0744                          STATION RECOVERY (1959)
 FD0744
 FD0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD0744'3.8 MI SE FROM OAK GROVE.
 FD0744'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0744'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 FD0744'ON A GRAVELED ROAD FOR 2.95 MILES, THENCE CONTINUE EASTERLY ON
 FD0744'A DRIVEWAY LEADING TO A FARM HOUSE FOR ABOUT 0.25 MILE, THENCE
 FD0744'GO SOUTHERLY FOR ABOUT 0.05 MILE ACROSS A FIELD TO A DIM TRACK
 FD0744'ROAD, FOLLOW THE DIM TRACK ROAD EASTERLY UP THE SIDE OF A HILL AND
 FD0744'THROUGH SOME WOODS FOR ABOUT 0.25 MILE TO AN OPEN FIELD, CONTINUE
 FD0744'EASTERLY ACROSS THE FIELD FOR ABOUT 0.1 MILE TO A DIM TRACK ROAD
 FD0744'LEADING UP A HILL, CONTINUE ON THE DIM TRACK ROAD FOR ABOUT 0.2
 FD0744'MILE TO THE CREST OF THE HILL AND THE STATION AS DESCRIBED,
 FD0744'25 FT. SOUTHEAST OF THE CENTER OF A TRACK ROAD, 23 FT. NORTH OF A
 FD0744'TRIANGULAR BLAZED 10-INCH CEDAR TREE, 11 FT. SOUTH OF A TRIANGULAR
 FD0744'BLAZED TREE AND 3 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP
 FD0744'OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0742 ***********************************************************************
 FD0742  DESIGNATION -  PINEY AZ MK
 FD0742  PID         -  FD0742
 FD0742  STATE/COUNTY-  TN/DICKSON
 FD0742  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0742
 FD0742                         *CURRENT SURVEY CONTROL
 FD0742  ___________________________________________________________________
 FD0742* NAD 83(1995)-  35 59 38.76478(N)    087 26 24.85740(W)     ADJUSTED  
 FD0742* NAVD 88     -       187.303  (meters)     614.51   (feet)  ADJUSTED  
 FD0742  ___________________________________________________________________
 FD0742  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FD0742  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0742  DYNAMIC HT  -         187.138 (meters)     613.97  (feet)  COMP
 FD0742  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 FD0742
 FD0742  HORZ ORDER  -  SECOND
 FD0742  VERT ORDER  -  SECOND    CLASS 0
 FD0742
 FD0742.The horizontal coordinates were established by classical geodetic methods
 FD0742.and adjusted by the National Geodetic Survey in April 1999..
 FD0742
 FD0742.The orthometric height was determined by differential leveling
 FD0742.and adjusted by the National Geodetic Survey in June 1991..
 FD0742
 FD0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0742
 FD0742.The geoid height was determined by GEOID03.
 FD0742
 FD0742.The dynamic height is computed by dividing the NAVD 88
 FD0742.geopotential number by the normal gravity value computed on the
 FD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0742.degrees latitude (g = 980.6199 gals.).
 FD0742
 FD0742.The modeled gravity was interpolated from observed gravity values.
 FD0742
 FD0742;                    North         East     Units Scale Factor Converg.
 FD0742;SPC TN       -   185,216.471   470,144.029   MT  0.99995229   -0 50 35.4
 FD0742;SPC TN       -   607,664.37  1,542,464.20   sFT  0.99995229   -0 50 35.4
 FD0742;UTM  16      - 3,983,383.798   460,319.304   MT  0.99961940   -0 15 31.4
 FD0742
 FD0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0742!SPC TN       -   0.99997510  x   0.99995229  =   0.99992739
 FD0742!UTM  16      -   0.99997510  x   0.99961940  =   0.99959451
 FD0742
 FD0742                          SUPERSEDED SURVEY CONTROL
 FD0742
 FD0742  NAD 83(1995)-  35 59 38.76708(N)    087 26 24.86115(W) AD(       ) 2
 FD0742  NAD 83(1986)-  35 59 38.77513(N)    087 26 24.85985(W) AD(       ) 2
 FD0742  NAD 27      -  35 59 38.54940(N)    087 26 24.81360(W) AD(       ) 2
 FD0742  NGVD 29 (??/??/92)  187.300  (m)          614.50   (f) ADJ UNCH    2 0
 FD0742
 FD0742.Superseded values are not recommended for survey control.
 FD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0742.See file dsdata.txt to determine how the superseded data were derived.
 FD0742
 FD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6031983384(NAD 83)
 FD0742_MARKER: DZ = AZIMUTH MARK DISK
 FD0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0742_STAMPING: PINEY 1959
 FD0742_MARK LOGO: CGS   
 FD0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0742+STABILITY: SURFACE MOTION
 FD0742
 FD0742  HISTORY     - Date     Condition        Report By
 FD0742  HISTORY     - 1959     MONUMENTED       CGS
 FD0742  HISTORY     - 1959     GOOD             CGS
 FD0742
 FD0742                          STATION DESCRIPTION
 FD0742
 FD0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0742'3.1 MI SE FROM OAK GROVE.
 FD0742'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0742'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 FD0742'ON A GRAVELED ROAD FOR 2.95 MILES, THENCE SOUTH ON A GRAVELED
 FD0742'ROAD FOR 0.15 MILE, 15 FT. WEST OF THE CENTER OF THE GRAVELED
 FD0742'ROAD, 9 FT. SOUTH OF A CEDAR STUMP, AND 4 FT. EAST OF A WITNESS
 FD0742'SIGN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FD0742'GROUND, AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0742
 FD0742                          STATION RECOVERY (1959)
 FD0742
 FD0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD0742'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF TENNESSEE CITY, 6
 FD0742'MILES SOUTH-SOUTHEAST
 FD0742'OF DICKSON AND ON A HIGH WOODED RIDGE ABOUT 0.1 MILE
 FD0742'NORTH OF THE H KIMBRO FARM HOUSE.
 FD0742'
 FD0742'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.  THE AZIMUTH MARK
 FD0742'IS A STANDARD AZIMUTH
 FD0742'MARK DISK STAMPED PINEY 1959.  THE DISK IS CEMENTED
 FD0742'IN A 10-INCH SQUARE CONCRETE POST,
 FD0742'WHICH IS FLUSH WITH THE SURFACE OF
 FD0742'THE GROUND.  IT IS 15 FEET WEST OF THE CENTER OF A
 FD0742'GRAVELED ROAD, 9
 FD0742'FEET SOUTH OF A CEDAR STUMP AND 4 FEET EAST OF A WITNESS SIGN.
 FD0742'
 FD0742'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD RIGHT, CONTINUE
 FD0742'SOUTHERLY ON THE GRAVELED
 FD0742'ROAD FOR 0.35 MILE TO A FORK, KEEP RIGHT FORK AND GO
 FD0742'WESTERLY FOR 0.55 MILE TO A
 FD0742'REVERSED Y, KEEP RIGHT FOR 0.15 MILE TO
 FD0742'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0745 ***********************************************************************
 FD0745  DESIGNATION -  PINEY RM 1
 FD0745  PID         -  FD0745
 FD0745  STATE/COUNTY-  TN/DICKSON
 FD0745  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0745
 FD0745                         *CURRENT SURVEY CONTROL
 FD0745  ___________________________________________________________________
 FD0745* NAD 83(1986)-  35 59 38.     (N)    087 25 47.     (W)     SCALED    
 FD0745* NAVD 88     -       229.173  (meters)     751.88   (feet)  ADJUSTED  
 FD0745  ___________________________________________________________________
 FD0745  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0745  DYNAMIC HT  -         228.972 (meters)     751.22  (feet)  COMP
 FD0745  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FD0745
 FD0745  VERT ORDER  -  SECOND    CLASS 0
 FD0745
 FD0745.The horizontal coordinates were scaled from a topographic map and have
 FD0745.an estimated accuracy of +/- 6 seconds.
 FD0745
 FD0745.The orthometric height was determined by differential leveling
 FD0745.and adjusted by the National Geodetic Survey in June 1991..
 FD0745
 FD0745.The geoid height was determined by GEOID03.
 FD0745
 FD0745.The dynamic height is computed by dividing the NAVD 88
 FD0745.geopotential number by the normal gravity value computed on the
 FD0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0745.degrees latitude (g = 980.6199 gals.).
 FD0745
 FD0745.The modeled gravity was interpolated from observed gravity values.
 FD0745
 FD0745;                    North         East    Units  Estimated Accuracy
 FD0745;SPC TN       -   185,180.      471,090.      MT  (+/- 180 meters Scaled)
 FD0745
 FD0745                          SUPERSEDED SURVEY CONTROL
 FD0745
 FD0745  NGVD 29 (??/??/92)  229.170  (m)          751.87   (f) ADJ UNCH    2 0
 FD0745
 FD0745.Superseded values are not recommended for survey control.
 FD0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0745.See file dsdata.txt to determine how the superseded data were derived.
 FD0745
 FD0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE612833(NAD 83)
 FD0745_MARKER: DR = REFERENCE MARK DISK
 FD0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0745_STAMPING: PINEY NO 1 1959
 FD0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0745+STABILITY: SURFACE MOTION
 FD0745
 FD0745  HISTORY     - Date     Condition        Report By
 FD0745  HISTORY     - 1959     MONUMENTED       CGS
 FD0745
 FD0745                          STATION DESCRIPTION
 FD0745
 FD0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0745'3.8 MI SE FROM OAK GROVE.
 FD0745'THIS MARK IS LOCATED AT THE PINEY 1959 STATION SITE, 99.5 FT.
 FD0745'NORTHWEST OF THE STATION MARK, 29 FT. NORTHWEST OF A 14-INCH
 FD0745'TREE, 8 FT. WEST OF THE CENTER OF A TRACK ROAD, A DISK SET IN TOP
 FD0745'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0743 ***********************************************************************
 FD0743  DESIGNATION -  PINEY RM 2
 FD0743  PID         -  FD0743
 FD0743  STATE/COUNTY-  TN/DICKSON
 FD0743  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0743
 FD0743                         *CURRENT SURVEY CONTROL
 FD0743  ___________________________________________________________________
 FD0743* NAD 83(1986)-  35 59 38.     (N)    087 25 47.     (W)     SCALED    
 FD0743* NAVD 88     -       228.391  (meters)     749.31   (feet)  ADJUSTED  
 FD0743  ___________________________________________________________________
 FD0743  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0743  DYNAMIC HT  -         228.191 (meters)     748.66  (feet)  COMP
 FD0743  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FD0743
 FD0743  VERT ORDER  -  SECOND    CLASS 0
 FD0743
 FD0743.The horizontal coordinates were scaled from a topographic map and have
 FD0743.an estimated accuracy of +/- 6 seconds.
 FD0743
 FD0743.The orthometric height was determined by differential leveling
 FD0743.and adjusted by the National Geodetic Survey in June 1991..
 FD0743
 FD0743.The geoid height was determined by GEOID03.
 FD0743
 FD0743.The dynamic height is computed by dividing the NAVD 88
 FD0743.geopotential number by the normal gravity value computed on the
 FD0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0743.degrees latitude (g = 980.6199 gals.).
 FD0743
 FD0743.The modeled gravity was interpolated from observed gravity values.
 FD0743
 FD0743;                    North         East    Units  Estimated Accuracy
 FD0743;SPC TN       -   185,180.      471,090.      MT  (+/- 180 meters Scaled)
 FD0743
 FD0743                          SUPERSEDED SURVEY CONTROL
 FD0743
 FD0743  NGVD 29 (??/??/92)  228.387  (m)          749.30   (f) ADJ UNCH    2 0
 FD0743
 FD0743.Superseded values are not recommended for survey control.
 FD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0743.See file dsdata.txt to determine how the superseded data were derived.
 FD0743
 FD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE612833(NAD 83)
 FD0743_MARKER: DR = REFERENCE MARK DISK
 FD0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0743_STAMPING: PINEY NO 2 1959
 FD0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0743+STABILITY: SURFACE MOTION
 FD0743
 FD0743  HISTORY     - Date     Condition        Report By
 FD0743  HISTORY     - 1959     MONUMENTED       CGS
 FD0743
 FD0743                          STATION DESCRIPTION
 FD0743
 FD0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0743'3.3 MI SE FROM OAK GROVE.
 FD0743'THIS MARK IS LOCATED AT THE PINEY 1959 STATION SITE, 76 FT.
 FD0743'SOUTH-SOUTHEAST OF THE STATION MARK, 27 FT. SOUTH-SOUTHEAST OF A
 FD0743'24-INCH STUMP, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD0743'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1592 ***********************************************************************
 FD1592  DESIGNATION -  PINHOOK
 FD1592  PID         -  FD1592
 FD1592  STATE/COUNTY-  TN/WAYNE
 FD1592  USGS QUAD   -  MARTINS MILLS (1950)
 FD1592
 FD1592                         *CURRENT SURVEY CONTROL
 FD1592  ___________________________________________________________________
 FD1592* NAD 83(1995)-  35 09 32.25761(N)    087 58 03.87694(W)     ADJUSTED  
 FD1592* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 FD1592  ___________________________________________________________________
 FD1592  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FD1592  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD1592
 FD1592  HORZ ORDER  -  FIRST
 FD1592
 FD1592.The horizontal coordinates were established by classical geodetic methods
 FD1592.and adjusted by the National Geodetic Survey in April 1999..
 FD1592
 FD1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1592
 FD1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1592
 FD1592.The geoid height was determined by GEOID03.
 FD1592
 FD1592;                    North         East     Units Scale Factor Converg.
 FD1592;SPC TN       -    93,406.456   420,725.346   MT  1.00001731   -1 09 07.2
 FD1592;SPC TN       -   306,451.01  1,380,329.74   sFT  1.00001731   -1 09 07.2
 FD1592;UTM  16      - 3,891,100.057   411,861.492   MT  0.99969574   -0 33 26.3
 FD1592
 FD1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1592!SPC TN       -   0.99996369  x   1.00001731  =   0.99998100
 FD1592!UTM  16      -   0.99996369  x   0.99969574  =   0.99965944
 FD1592
 FD1592|---------------------------------------------------------------------|
 FD1592| PID    Reference Object                     Distance      Geod. Az  |
 FD1592|                                                           dddmmss.s |
 FD1592| CG6341 PINHOOK RM 1                         33.568 METERS 00737     |
 FD1592| FD1593 HOUSTON RM A                        APPROX.10.2 KM 0492025.4 |
 FD1592| CG6343 PINHOOK RM 3                         26.924 METERS 06451     |
 FD1592| CG6340 PINHOOK AZ MK                                      1020610.0 |
 FD1592| CG6342 PINHOOK RM 2                         26.173 METERS 28036     |
 FD1592| FE2245 OLIVE HILL ATT MW KYN               APPROX.10.1 KM 3021847.8 |
 FD1592|---------------------------------------------------------------------|
 FD1592
 FD1592                          SUPERSEDED SURVEY CONTROL
 FD1592
 FD1592  NAD 83(1995)-  35 09 32.26028(N)    087 58 03.87759(W) AD(       ) 1
 FD1592  NAD 83(1995)-  35 09 32.26036(N)    087 58 03.87774(W) AD(       ) 1
 FD1592  NAD 83(1995)-  35 09 32.26416(N)    087 58 03.87561(W) AD(       ) 1
 FD1592  NAD 83(1986)-  35 09 32.26659(N)    087 58 03.87464(W) AD(       ) 1
 FD1592  NAD 27      -  35 09 31.97400(N)    087 58 03.76200(W) AD(       ) 1
 FD1592  NGVD 29 (07/19/86)  259.0    (m)          850.     (f) VERT ANG       
 FD1592
 FD1592.Superseded values are not recommended for survey control.
 FD1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1592.See file dsdata.txt to determine how the superseded data were derived.
 FD1592
 FD1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1186191100(NAD 83)
 FD1592_MARKER: DS = TRIANGULATION STATION DISK
 FD1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1592_MARK LOGO: CGS   
 FD1592
 FD1592  HISTORY     - Date     Condition        Report By
 FD1592  HISTORY     - 1934     MONUMENTED       CGS
 FD1592  HISTORY     - 1962     GOOD             CGS
 FD1592  HISTORY     - 1970     GOOD             NGS
 FD1592
 FD1592                          STATION DESCRIPTION
 FD1592
 FD1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1592'ABOUT 16 MILES AIRLINE SOUTHWEST OF WAYNESBORO, 4 MILES SOUTH OF
 FD1592'INDIAN CREEK, 1.5
 FD1592'MILES WEST OF WEATHERFORD CREEK, 1.5 MILES AIRLINE
 FD1592'NORTHWEST BY WEST OF THE VILLAGE OF
 FD1592'PINHOOK, 1 MILE EAST OF
 FD1592'HARDIN-WAYNE COUNTY LINE, AND ON TIMBERED LAND OWNED
 FD1592'BY WAYNE LAND CO
 FD1592'(OR BOND BROTHERS).  TO REACH FROM COURTHOUSE AT WAYNESBORO, GO
 FD1592'SOUTHWEST 13.3
 FD1592'MILES ON U S ROUTE 64 TO GRAVEL ROAD LEADING LEFT AT
 FD1592'POINT ABOUT 50 YARDS BEYOND CREST
 FD1592'OF RIDGE, TURN LEFT ONTO THIS ROAD
 FD1592'AND PROCEED 5.9 MILES TO ROAD ALONG INDIAN CREEK,
 FD1592'TURN RIGHT, FOLLOW
 FD1592'MAIN ROAD DOWN INDIAN CREEK AND UP WEATHERFORD CREEK 6.8 MILES, TURN
 FD1592'RIGHT ONTO GRAVEL
 FD1592'ROAD AND GO 0.4 MILE TO SMALL STORE, TURN RIGHT
 FD1592'AGAIN AND GO 0.5 MILE TO ROAD
 FD1592'LEADING LEFT AT STORE IN PINHOOK
 FD1592'(CROSSING WEATHERFORD CREEK BY WEAK BRIDGE OR
 FD1592'FORD ENROUTE), KEEP
 FD1592'STRAIGHT AHEAD AT STORE, GO UP HILL TO SOUTHWEST AND ALONG RIDGE
 FD1592'1.8 MILES TO OLD
 FD1592'WOODS ROAD TO RIGHT AT TREE WITH TRIPLE-NOTCH BLAZE,
 FD1592'TURN RIGHT ONTO WOODS ROAD AND
 FD1592'FOLLOW MAIN- TRAVELED ROAD ABOUT 1.4
 FD1592'MILES TO STATION NEAR FORK IN ROAD AND TWO
 FD1592'TRIANGULAR BLAZES.
 FD1592'STATION IS 24 FEET EAST OF CENTER LINE OF WOODS ROAD, 23.5 FEET.
 FD1592'SOUTHWEST OF 22-INCH TRIANGLE-BLAZED OAK TREE, AND 18 FEET EAST OF
 FD1592'15-INCH
 FD1592'TRIANGLE-BLAZED OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE
 FD1592'STANDARD STATION DISKS IN
 FD1592'CONCRETE.  SURFACE MARK
 FD1592'PROJECTS 5 INCHES ABOVE GROUND.  REFERENCE
 FD1592'AND AZIMUTH MARKS ARE
 FD1592'STANDARD REFERENCE DISKS IN CONCRETE. PROJECTING 6
 FD1592'INCHES ABOVE
 FD1592'GROUND.  REFERENCE MARK NO 1 IS 8 FEET WEST OF CENTER LINE OF
 FD1592'WOODS ROAD AND 110.13
 FD1592'FEET FROM STATION N 07 DEG 37 MIN E.
 FD1592'REFERENCE MARK NO 2 IS 61 FEET WEST OF
 FD1592'CENTER LINE OF WOODS ROAD AND
 FD1592'85.92 FEET FROM STATION N 79 DEG 25 MIN W.
 FD1592'AZIMUTH MARK IS
 FD1592'ON EAST SLOPE OF SECOND RIDGE AND 150 PACES FROM STATION
 FD1592'S 77 DEG 54 MIN E.
 FD1592'SEC.
 FD1592
 FD1592                          STATION RECOVERY (1962)
 FD1592
 FD1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1592'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1592'RECOVERED AND FOUND IN
 FD1592'GOOD CONDITION.  AN EXTENDED SEARCH WAS MADE FOR THE AZIMUTH
 FD1592'MARK BUT IT COULD NOT BE
 FD1592'FOUND.  THE AREA IN WHICH IT SHOULD BE IS
 FD1592'DENSE THICKET OF UNDERGROWTH AND A TANGLED
 FD1592'MASS OF SAWBRIERS WHICH
 FD1592'COVER ABOUT 1 ACRE.  IT IS ASSUMED THAT THE MARK IS STILL
 FD1592'THERE, BUT TO
 FD1592'FIND IT WILL REQUIRE EXTENSIVE CLEARING.  THE ORIGINAL TO REACH IS
 FD1592'NOW COMPLETELY
 FD1592'INADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1592'
 FD1592'THE STATION IS ON A HEAVILY WOODED HILL ON PROPERTY OF THE TENNESSEE
 FD1592'PULP AND PAPER COMPANY,
 FD1592'ABOUT 16 MILES SOUTHWEST OF WAYNESBORO, 1.8 MILES
 FD1592'WEST-NORTHWEST OF LUTTS, AND 1
 FD1592'MILE EAST OF THE HARDIN-WAYNE COUNTY LINE.
 FD1592'
 FD1592'TO REACH THE STATION FROM THE POST OFFICE IN LUTTS, ABOUT 0.35 MILE
 FD1592'WEST OF THE PINHOOK
 FD1592'CONSOLIDATED SCHOOL, GO SOUTHWESTERLY AND WEST ON THE
 FD1592'LUTTS-SAVANNAH ROAD FOR 1.6
 FD1592'MILES TO A WOODS ROAD RIGHT AT THE TOP OF
 FD1592'THE HILL JUST AFTER MAKING A CURVE.  HERE TURN
 FD1592'RIGHT, NORTHERLY, ON
 FD1592'THIS WOODS ROAD AND GO 0.9 MILE TO A FORK, KEEP LEFT FORK,
 FD1592'NORTHERLY FOR
 FD1592'0.25 MILE TO ANOTHER FORK, KEEP LEFT FORK, NORTHERLY, FOR 0.6
 FD1592'MILE TO A 10-INCH,
 FD1592'TRIANGLE BLAZED OAK TREE ON THE RIGHT AND THE
 FD1592'STATION ON THE RIGHT.
 FD1592'
 FD1592'THE STATION IS 23 FEET EAST OF THE APPROXIMATE CENTER OF THE WOODS
 FD1592'ROAD, 21 FEET SOUTH OF A
 FD1592'10-INCH, TRIANGLE BLAZED POST OAK TREE, 18 FEET EAST
 FD1592'OF A 10-INCH, TRIANGLE BLAZED OAK
 FD1592'TREE, AND 1.8 FEET WEST OF A METAL
 FD1592'WITNESS POST AND TVA SIGN.  IT IS A STANDARD DISK
 FD1592'SET IN THE TOP OF A
 FD1592'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FD1592'DISK IS STAMPED PINHOOK 1934.
 FD1592'
 FD1592'REFERENCE MARK NO 1 IS 8 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD1592'WOODS ROAD.  IT IS A STANDARD
 FD1592'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1592'MONUMENT THAT PROJECTS 4 INCHES AND
 FD1592'THE DISK IS STAMPED PINHOOK NO 1 1934.
 FD1592'
 FD1592'REFERENCE MARK NO 2 IS IN DENSE WOODS, 62 FEET WEST OF THE
 FD1592'APPROXIMATE CENTER OF THE
 FD1592'WOODS ROAD AND 16 FEET SOUTHWEST OF A 10-INCH, TRIANGLE BLAZED
 FD1592'OAK TREE.  IT IS A
 FD1592'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1592'CONCRETE MONUMENT THAT PROJECTS 5
 FD1592'INCHES AND THE DISK IS STAMPED
 FD1592'PINHOOK NO 2 1934.
 FD1592'
 FD1592'THE AZIMUTH MARK WHICH WAS NOT RECOVERED IS SUPPOSED TO BE ON THE
 FD1592'EAST SLOPE OF THE SECOND
 FD1592'RIDGE EAST OF THE STATION AND 150 PACES FROM STATION IN
 FD1592'S 77 DEG 54 MIN E.
 FD1592
 FD1592                          STATION RECOVERY (1970)
 FD1592
 FD1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1592'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 FD1592'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1
 FD1592'WAS FOUND TO HAVE BEEN HIT AND WAS DESTROYED.  A NEW REFERENCE
 FD1592'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DIRECTION AND
 FD1592'DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1934
 FD1592'DATA.  THE AZIMUTH MARK IS OBSTRUCTED BY PINE TREES AND AT THE
 FD1592'REQUEST OF THE PROPERTY OWNERS THE LINE WAS NOT CLEARED.  A
 FD1592'COMPLETE NEW DESCRIPTION FOLLOWS.
 FD1592'
 FD1592'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF WAYNESBORO, 16
 FD1592'MILES EAST OF SAVANNAH, 2 MILES WEST OF LUTTS, 1 MILE EAST OF
 FD1592'THE HARDIN-WAYNE COUNTY LINE AND ON PROPERTY OWNED BY U.S. PLYWOOD
 FD1592'AND THE CHAMPION PAPER COMPANY OF WAYNESBORO.
 FD1592'
 FD1592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FD1592'STATE HIGHWAYS 69 AND 128 IN SAVANNAH GO EASTERLY ON U.S. HIGHWAY
 FD1592'64 FOR 2.7 MILES TO A CROSSROAD AND SIGN OLIVET ON THE
 FD1592'RIGHT.  TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR 0.9
 FD1592'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ON
 FD1592'THE SURFACED ROAD FOR 8.7 MILES TO A SIDE ROAD LEFT.  CONTINUE
 FD1592'AHEAD ON THE SURFACED ROAD FOR 6.2 MILES TO THE HARDIN-WAYNE
 FD1592'COUNTY LINE.  CONTINUE AHEAD ON THE SURFACED ROAD FOR 1.4
 FD1592'MILES TO A WOODS ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 FD1592'WOODS ROAD FOR 1.7 MILES TO THE STATION ON THE RIGHT, JUST
 FD1592'BEFORE REACHING THE SITE OF A OLD SAWMILL.
 FD1592'
 FD1592'THE STATION MARK IS A STANDARD DISK STAMPED PINHOOK 1934, SET
 FD1592'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FD1592'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 FD1592'22 FEET EAST OF THE CENTER OF THE WOODS ROAD, 10 FEET SOUTH OF A
 FD1592'8 INCH PINE TREE AND 2 FEET EAST OF A METAL WITNESS POST WITH A
 FD1592'TVA SIGN.
 FD1592'
 FD1592'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PINHOOK NO 2 1934,
 FD1592'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 FD1592'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1592'IS 87.5 FEET WEST OF THE METAL WITNESS POST WITH TVA SIGN, 63
 FD1592'FEET WEST OF THE CENTER OF THE WOODS ROAD AND IN VERY DENSE
 FD1592'BRUSH.
 FD1592'
 FD1592'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PINHOOK NO 3 1934
 FD1592'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FD1592'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 FD1592'SURFACE.  IT IS 86 FEET NORTHEAST OF THE METAL WITNESS POST WITH
 FD1592'TVA SIGN AND 82 FEET EAST OF THE CENTER OF THE WOODS ROAD.
 FD1592'
 FD1592'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1592'PINHOOK 1934 AZIMUTH, SET IN THE TOP OF A ROUND CONCRETE
 FD1592'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 FD1592'ABOVE THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE CENTER OF
 FD1592'THE WOODS ROAD, 10 FEET NORTH OF A 8 INCH OAK TREE AND ABOUT
 FD1592'150 PACES EAST OF THE STATION.
 FD1592'
 FD1592'THE LINE FROM REFERENCE MARK 2 TO REFERENCE MARK 3 IS
 FD1592'OBSTRUCTED BY TREES AND BRUSH.
 FD1592'
 FD1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FD1592'2 MILES WEST OF LUTTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0861 ***********************************************************************
 GC0861  DESIGNATION -  PINNACLE
 GC0861  PID         -  GC0861
 GC0861  STATE/COUNTY-  TN/CHEATHAM
 GC0861  USGS QUAD   -  FOREST GROVE (1994)
 GC0861
 GC0861                         *CURRENT SURVEY CONTROL
 GC0861  ___________________________________________________________________
 GC0861* NAD 83(1995)-  36 21 02.44496(N)    086 56 41.57512(W)     ADJUSTED  
 GC0861* NAVD 88     -       228.967  (meters)     751.20   (feet)  ADJUSTED  
 GC0861  ___________________________________________________________________
 GC0861  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GC0861  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0861  DYNAMIC HT  -         228.771 (meters)     750.56  (feet)  COMP
 GC0861  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC0861
 GC0861  HORZ ORDER  -  THIRD
 GC0861  VERT ORDER  -  SECOND    CLASS 0
 GC0861
 GC0861.The horizontal coordinates were established by classical geodetic methods
 GC0861.and adjusted by the National Geodetic Survey in April 1999..
 GC0861
 GC0861.The orthometric height was determined by differential leveling
 GC0861.and adjusted by the National Geodetic Survey in June 1991..
 GC0861
 GC0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0861
 GC0861.The geoid height was determined by GEOID03.
 GC0861
 GC0861.The dynamic height is computed by dividing the NAVD 88
 GC0861.geopotential number by the normal gravity value computed on the
 GC0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0861.degrees latitude (g = 980.6199 gals.).
 GC0861
 GC0861.The modeled gravity was interpolated from observed gravity values.
 GC0861
 GC0861;                    North         East     Units Scale Factor Converg.
 GC0861;SPC TN       -   224,235.758   515,186.985   MT  0.99998896   -0 33 11.4
 GC0861;SPC TN       -   735,680.15  1,690,242.63   sFT  0.99998896   -0 33 11.4
 GC0861;UTM  16      - 4,022,846.448   504,945.570   MT  0.99960030   +0 01 57.6
 GC0861
 GC0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0861!SPC TN       -   0.99996868  x   0.99998896  =   0.99995764
 GC0861!UTM  16      -   0.99996868  x   0.99960030  =   0.99956900
 GC0861
 GC0861|---------------------------------------------------------------------|
 GC0861| PID    Reference Object                     Distance      Geod. Az  |
 GC0861|                                                           dddmmss.s |
 GC0861| GC0862 PINNACLE RM 1                        17.867 METERS 09443     |
 GC0861| GC0860 PINNACLE RM 2                        19.540 METERS 28447     |
 GC0861| GC0859 PINNACLE AZ MK                                     2931239.4 |
 GC0861|---------------------------------------------------------------------|
 GC0861
 GC0861                          SUPERSEDED SURVEY CONTROL
 GC0861
 GC0861  NAD 83(1995)-  36 21 02.44636(N)    086 56 41.57717(W) AD(       ) 3
 GC0861  NAD 83(1995)-  36 21 02.44874(N)    086 56 41.57808(W) AD(       ) 3
 GC0861  NAD 83(1986)-  36 21 02.45463(N)    086 56 41.57833(W) AD(       ) 3
 GC0861  NAD 27      -  36 21 02.27290(N)    086 56 41.57550(W) AD(       ) 3
 GC0861  NGVD 29 (??/??/92)  229.017  (m)          751.37   (f) ADJ UNCH    2 0
 GC0861
 GC0861.Superseded values are not recommended for survey control.
 GC0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0861.See file dsdata.txt to determine how the superseded data were derived.
 GC0861
 GC0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0494622846(NAD 83)
 GC0861_MARKER: DS = TRIANGULATION STATION DISK
 GC0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0861_STAMPING: PINNACLE 1953
 GC0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0861+STABILITY: SURFACE MOTION
 GC0861
 GC0861  HISTORY     - Date     Condition        Report By
 GC0861  HISTORY     - 1953     MONUMENTED       CGS
 GC0861  HISTORY     - 1955     GOOD             USGS
 GC0861  HISTORY     - 1965     GOOD             TNHD
 GC0861  HISTORY     - 1965     GOOD             TNHD
 GC0861
 GC0861                          STATION DESCRIPTION
 GC0861
 GC0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC0861'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 41A ABOUT 8
 GC0861'MILES NORTHEAST OF ASHLAND CITY AND ABOUT 6 MILES SOUTHEAST OF
 GC0861'PLEASANT VIEW. IT IS 61 FEET SOUTHWEST OF A TELEPHONE POLE, 49 FEET
 GC0861'SOUTH OF THE CENTER OF THE HIGHWAY AND 7 FEET SOUTH OF A WHITE
 GC0861'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED PINNACLE
 GC0861'1953.
 GC0861'
 GC0861'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC0861'AND 5 FEET SOUTH OF THE TELEPHONE POLE. THE MARK PROJECTS ABOUT
 GC0861'4 INCHES AND THE DISK IS STAMPED PINNACLE NO 1 1953.
 GC0861'
 GC0861'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC0861'AND 32 FEET NORTHEAST OF THE NORTH CORNER OF A LARGE SIGN BOARD. THE
 GC0861'MARK IS FLUSH AND THE DISK IS STAMPED PINNACLE NO 2 1953.
 GC0861'
 GC0861'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3 FEET
 GC0861'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A TELEPHONE
 GC0861'POLE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GC0861'PINNACLE 1953.
 GC0861'
 GC0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC0861'HIGHWAY 49 IN PLEASANT VIEW, GO SOUTHEAST AND EAST ON HIGHWAY 41A
 GC0861'FOR 5.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE
 GC0861'EAST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 GC0861'DESCRIBED.
 GC0861'
 GC0861'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC0861
 GC0861                          STATION RECOVERY (1955)
 GC0861
 GC0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GC0861'THE MARK IS RECOVERED IN GOOD CONDITION AS PER DESCRIPTION.
 GC0861
 GC0861                          STATION RECOVERY (1965)
 GC0861
 GC0861'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC0861'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE 1953
 GC0861'DESCRIPTION IS COMPLETELY ADEQUATE EXCEPT THE STATION IS NOW
 GC0861'2.2 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND THE AZIMUTH MARK
 GC0861'IS 2.6 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GC0861
 GC0861                          STATION RECOVERY (1965)
 GC0861
 GC0861'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GC0861'6 MI SE FROM PLEASANT VIEW.
 GC0861'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49, AT
 GC0861'PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY 41A FOR 5.9
 GC0861'MILES TO THE MARK ON THE RIGHT, 61 FEET SOUTHWEST OF A TELEPHONE
 GC0861'POLE, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A
 GC0861'AND 2.2 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0861'STANDARD U.S.C. AND G.S TRIANGULATION STATION DISK SET IN THE
 GC0861'TOP OF A SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0859 ***********************************************************************
 GC0859  DESIGNATION -  PINNACLE AZ MK
 GC0859  PID         -  GC0859
 GC0859  STATE/COUNTY-  TN/CHEATHAM
 GC0859  USGS QUAD   -  FOREST GROVE (1994)
 GC0859
 GC0859                         *CURRENT SURVEY CONTROL
 GC0859  ___________________________________________________________________
 GC0859* NAD 83(1986)-  36 21 07.     (N)    086 56 54.     (W)     SCALED    
 GC0859* NAVD 88     -       223.154  (meters)     732.13   (feet)  ADJUSTED  
 GC0859  ___________________________________________________________________
 GC0859  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0859  DYNAMIC HT  -         222.962 (meters)     731.50  (feet)  COMP
 GC0859  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0859
 GC0859  VERT ORDER  -  SECOND    CLASS 0
 GC0859
 GC0859.The horizontal coordinates were scaled from a topographic map and have
 GC0859.an estimated accuracy of +/- 6 seconds.
 GC0859
 GC0859.The orthometric height was determined by differential leveling
 GC0859.and adjusted by the National Geodetic Survey in June 1991..
 GC0859
 GC0859.The geoid height was determined by GEOID03.
 GC0859
 GC0859.The dynamic height is computed by dividing the NAVD 88
 GC0859.geopotential number by the normal gravity value computed on the
 GC0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0859.degrees latitude (g = 980.6199 gals.).
 GC0859
 GC0859.The modeled gravity was interpolated from observed gravity values.
 GC0859
 GC0859;                    North         East    Units  Estimated Accuracy
 GC0859;SPC TN       -   224,380.      514,880.      MT  (+/- 180 meters Scaled)
 GC0859
 GC0859                          SUPERSEDED SURVEY CONTROL
 GC0859
 GC0859  NGVD 29 (??/??/92)  223.203  (m)          732.29   (f) ADJ UNCH    2 0
 GC0859
 GC0859.Superseded values are not recommended for survey control.
 GC0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0859.See file dsdata.txt to determine how the superseded data were derived.
 GC0859
 GC0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF046229(NAD 83)
 GC0859_MARKER: DD = SURVEY DISK
 GC0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0859_STAMPING: PINNACLE 1953
 GC0859_MARK LOGO: CGS   
 GC0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0859+STABILITY: SURFACE MOTION
 GC0859
 GC0859  HISTORY     - Date     Condition        Report By
 GC0859  HISTORY     - 1953     MONUMENTED       CGS
 GC0859  HISTORY     - 1965     GOOD             TNHD
 GC0859
 GC0859                          STATION DESCRIPTION
 GC0859
 GC0859'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0859'6 MI SE FROM PLEASANT VIEW.
 GC0859'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49, AT
 GC0859'PLEASANT VIEW, GO SOUTHWESTERLY ON U.S. HIGHWAY 41A FOR 5.7
 GC0859'MILES TO THE MARK ON THE RIGHT, 35 FEET SOUTH OF THE APPROXIMATE
 GC0859'CENTER OF U.S. HIGHWAY 41A, 2.6 FEET NORTH OF A METAL WITNESS
 GC0859'POST AND SIGN AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.  IT IS
 GC0859'A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP OF A
 GC0859'SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE
 GC0859'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0862 ***********************************************************************
 GC0862  DESIGNATION -  PINNACLE RM 1
 GC0862  PID         -  GC0862
 GC0862  STATE/COUNTY-  TN/CHEATHAM
 GC0862  USGS QUAD   -  FOREST GROVE (1994)
 GC0862
 GC0862                         *CURRENT SURVEY CONTROL
 GC0862  ___________________________________________________________________
 GC0862* NAD 83(1986)-  36 21 02.     (N)    086 56 41.     (W)     SCALED    
 GC0862* NAVD 88     -       229.230  (meters)     752.07   (feet)  ADJUSTED  
 GC0862  ___________________________________________________________________
 GC0862  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0862  DYNAMIC HT  -         229.033 (meters)     751.42  (feet)  COMP
 GC0862  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC0862
 GC0862  VERT ORDER  -  SECOND    CLASS 0
 GC0862
 GC0862.The horizontal coordinates were scaled from a topographic map and have
 GC0862.an estimated accuracy of +/- 6 seconds.
 GC0862
 GC0862.The orthometric height was determined by differential leveling
 GC0862.and adjusted by the National Geodetic Survey in June 1991..
 GC0862
 GC0862.The geoid height was determined by GEOID03.
 GC0862
 GC0862.The dynamic height is computed by dividing the NAVD 88
 GC0862.geopotential number by the normal gravity value computed on the
 GC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0862.degrees latitude (g = 980.6199 gals.).
 GC0862
 GC0862.The modeled gravity was interpolated from observed gravity values.
 GC0862
 GC0862;                    North         East    Units  Estimated Accuracy
 GC0862;SPC TN       -   224,220.      515,200.      MT  (+/- 180 meters Scaled)
 GC0862
 GC0862                          SUPERSEDED SURVEY CONTROL
 GC0862
 GC0862  NGVD 29 (??/??/92)  229.278  (m)          752.22   (f) ADJ UNCH    2 0
 GC0862
 GC0862.Superseded values are not recommended for survey control.
 GC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0862.See file dsdata.txt to determine how the superseded data were derived.
 GC0862
 GC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF049228(NAD 83)
 GC0862_MARKER: DB = BENCH MARK DISK
 GC0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0862_STAMPING: PINNACLE NO 1 1953
 GC0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0862+STABILITY: SURFACE MOTION
 GC0862
 GC0862  HISTORY     - Date     Condition        Report By
 GC0862  HISTORY     - 1953     MONUMENTED       CGS
 GC0862  HISTORY     - 1965     GOOD             TNHD
 GC0862
 GC0862                          STATION DESCRIPTION
 GC0862
 GC0862'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0862'6 MI SE FROM PLEASANT VIEW.
 GC0862'AT THE PINNACLE 1953 STATION SITE, 42 FEET SOUTH OF THE APPROXIMATE
 GC0862'CENTER OF U.S. HIGHWAY 41A AND 5 FEET SOUTH OF A TELEPHONE POLE.
 GC0862'IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE
 GC0862'TOP OF A SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES
 GC0862'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0860 ***********************************************************************
 GC0860  DESIGNATION -  PINNACLE RM 2
 GC0860  PID         -  GC0860
 GC0860  STATE/COUNTY-  TN/CHEATHAM
 GC0860  USGS QUAD   -  FOREST GROVE (1994)
 GC0860
 GC0860                         *CURRENT SURVEY CONTROL
 GC0860  ___________________________________________________________________
 GC0860* NAD 83(1986)-  36 21 02.     (N)    086 56 41.     (W)     SCALED    
 GC0860* NAVD 88     -       228.422  (meters)     749.41   (feet)  ADJUSTED  
 GC0860  ___________________________________________________________________
 GC0860  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0860  DYNAMIC HT  -         228.226 (meters)     748.77  (feet)  COMP
 GC0860  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC0860
 GC0860  VERT ORDER  -  SECOND    CLASS 0
 GC0860
 GC0860.The horizontal coordinates were scaled from a topographic map and have
 GC0860.an estimated accuracy of +/- 6 seconds.
 GC0860
 GC0860.The orthometric height was determined by differential leveling
 GC0860.and adjusted by the National Geodetic Survey in June 1991..
 GC0860
 GC0860.The geoid height was determined by GEOID03.
 GC0860
 GC0860.The dynamic height is computed by dividing the NAVD 88
 GC0860.geopotential number by the normal gravity value computed on the
 GC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0860.degrees latitude (g = 980.6199 gals.).
 GC0860
 GC0860.The modeled gravity was interpolated from observed gravity values.
 GC0860
 GC0860;                    North         East    Units  Estimated Accuracy
 GC0860;SPC TN       -   224,220.      515,200.      MT  (+/- 180 meters Scaled)
 GC0860
 GC0860                          SUPERSEDED SURVEY CONTROL
 GC0860
 GC0860  NGVD 29 (??/??/92)  228.471  (m)          749.58   (f) ADJ UNCH    2 0
 GC0860
 GC0860.Superseded values are not recommended for survey control.
 GC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0860.See file dsdata.txt to determine how the superseded data were derived.
 GC0860
 GC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF049228(NAD 83)
 GC0860_MARKER: DD = SURVEY DISK
 GC0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0860_STAMPING: PINNACLE NO 2 1953
 GC0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0860+STABILITY: SURFACE MOTION
 GC0860
 GC0860  HISTORY     - Date     Condition        Report By
 GC0860  HISTORY     - 1953     MONUMENTED       CGS
 GC0860  HISTORY     - 1965     GOOD             TNHD
 GC0860
 GC0860                          STATION DESCRIPTION
 GC0860
 GC0860'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0860'6 MI SE FROM PLEASANT VIEW.
 GC0860'AT THE PINNACLE 1953 STATION SITE, 44 FEET SOUTH OF THE APPROXIMATE
 GC0860'CENTER OF U.S. HIGHWAY 41A AND 32 FEET NORTHEAST OF THE NORTH
 GC0860'EDGE OF A LARGE SIGN BOARD.  IT IS A STANDARD U.S.C. AND G.S.
 GC0860'REFERENCE MARK DISK SET IN THE TOP OF A SQUARE, FLUSH, CONCRETE
 GC0860'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0482 ***********************************************************************
 FE0482  DESIGNATION -  PINSON
 FE0482  PID         -  FE0482
 FE0482  STATE/COUNTY-  TN/MADISON
 FE0482  USGS QUAD   -  HENDERSON (1983)
 FE0482
 FE0482                         *CURRENT SURVEY CONTROL
 FE0482  ___________________________________________________________________
 FE0482* NAD 83(1995)-  35 29 52.92549(N)    088 42 29.26877(W)     ADJUSTED  
 FE0482* NAVD 88     -       148.446  (meters)     487.03   (feet)  ADJUSTED  
 FE0482  ___________________________________________________________________
 FE0482  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 FE0482  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0482  DYNAMIC HT  -         148.312 (meters)     486.59  (feet)  COMP
 FE0482  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 FE0482
 FE0482  HORZ ORDER  -  THIRD
 FE0482  VERT ORDER  -  FIRST     CLASS II
 FE0482
 FE0482.The horizontal coordinates were established by classical geodetic methods
 FE0482.and adjusted by the National Geodetic Survey in April 1999..
 FE0482
 FE0482.The orthometric height was determined by differential leveling
 FE0482.and adjusted by the National Geodetic Survey in June 1991..
 FE0482
 FE0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0482
 FE0482.The geoid height was determined by GEOID03.
 FE0482
 FE0482.The dynamic height is computed by dividing the NAVD 88
 FE0482.geopotential number by the normal gravity value computed on the
 FE0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0482.degrees latitude (g = 980.6199 gals.).
 FE0482
 FE0482.The modeled gravity was interpolated from observed gravity values.
 FE0482
 FE0482;                    North         East     Units Scale Factor Converg.
 FE0482;SPC TN       -   132,622.121   354,326.842   MT  0.99996550   -1 35 07.6
 FE0482;SPC TN       -   435,111.08  1,162,487.31   sFT  0.99996550   -1 35 07.6
 FE0482;UTM  16      - 3,929,616.744   345,073.064   MT  0.99989579   -0 59 31.4
 FE0482
 FE0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0482!SPC TN       -   0.99998112  x   0.99996550  =   0.99994662
 FE0482!UTM  16      -   0.99998112  x   0.99989579  =   0.99987691
 FE0482
 FE0482:                Primary Azimuth Mark                     Grid Az
 FE0482:SPC TN       -  PINSON AZ MK                             010 55 16.4
 FE0482:UTM  16      -  PINSON AZ MK                             010 19 40.2
 FE0482
 FE0482|---------------------------------------------------------------------|
 FE0482| PID    Reference Object                     Distance      Geod. Az  |
 FE0482|                                                           dddmmss.s |
 FE0482| FE0760 PINSON AZ MK                                       0092008.8 |
 FE0482| FE0483 PINSON RM 1                          46.842 METERS 03852     |
 FE0482| FE2267 HENDERSON BLACK TANK                APPROX. 8.9 KM 1361134.4 |
 FE0482| FE2276 BUTLER                              APPROX. 7.6 KM 2692900.8 |
 FE0482| FE0484 PINSON RM 2                          62.728 METERS 31820     |
 FE0482|---------------------------------------------------------------------|
 FE0482
 FE0482                          SUPERSEDED SURVEY CONTROL
 FE0482
 FE0482  NAD 83(1995)-  35 29 52.93112(N)    088 42 29.27455(W) AD(       ) 3
 FE0482  NAD 83(1986)-  35 29 52.93715(N)    088 42 29.26998(W) AD(       ) 3
 FE0482  NAD 27      -  35 29 52.66600(N)    088 42 29.07100(W) AD(       ) 3
 FE0482  NGVD 29 (??/??/??)  148.470  (m)          487.11   (f) ADJUSTED    1 2
 FE0482
 FE0482.Superseded values are not recommended for survey control.
 FE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0482.See file dsdata.txt to determine how the superseded data were derived.
 FE0482
 FE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4507329617(NAD 83)
 FE0482_MARKER: DS = TRIANGULATION STATION DISK
 FE0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0482_STAMPING: PINSON 1934
 FE0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0482+STABILITY: SURFACE MOTION
 FE0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0482+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0482
 FE0482  HISTORY     - Date     Condition        Report By
 FE0482  HISTORY     - 1934     MONUMENTED       CGS
 FE0482  HISTORY     - 1948     GOOD             CGS
 FE0482  HISTORY     - 1972     GOOD             TVA
 FE0482  HISTORY     - 1972     GOOD             TNDT
 FE0482  HISTORY     - 1976     GOOD             NGS
 FE0482  HISTORY     - 20020920 GOOD             USACE
 FE0482
 FE0482                          STATION DESCRIPTION
 FE0482
 FE0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE0482'ABOUT 1 MILE NORTH OF PINSON, ON HIGH HILL LOCALLY KNOWN AS MOUNT
 FE0482'PINSON. TO REACH FROM JUNCTION OF U.S. ROUTE 45 AND DIRT ROAD
 FE0482'RUNNING NORTH JUST WEST OF PINSON DEPOT, GO NORTH 1 MILE ON DIRT ROAD
 FE0482'TO TOP OF GRADE JUST AFTER PASSING HIGH CUT. STATION IS ON RIGHT,
 FE0482'75 YARDS SOUTHEAST OF CENTER LINE OF ROAD AT THIS POINT, ON HIGHEST
 FE0482'POINT OF HIGH HILL, AND 45 YARDS EAST OF SMALL GROVE ON EAST BANK
 FE0482'OF HIGHWAY CUT. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FE0482'STATION MARKS IN CONCRETE. REFERENCE AND AZIMUTH
 FE0482'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1,
 FE0482'PROJECTING ABOUT 8 INCHES ABOVE GROUND, IS IN CENTER OF SMALL FLAT
 FE0482'AREA, AND ABOUT 8 FEET LOWER IN ELEVATION THAN AND 153.68 FEET FROM
 FE0482'STATION N 38 DEG 51 MIN E.  NO. 2, PROJECTING ABOUT 1 FOOT
 FE0482'ABOVE GROUND, IS 20 YARDS EAST OF CENTER LINE OF ROAD, 3 YARDS
 FE0482'SOUTH-SOUTHEAST OF 6-INCH DOGWOOD TREE, AND 205.80 FEET FROM STATION
 FE0482'N 41 DEG 40 MIN W. AZIMUTH MARK IS 60 YARDS SOUTH OF FORKS
 FE0482'IN ROAD, 8 YARDS EAST OF CENTER LINE OF ROAD, ON TOP OF 4-FOOT BANK,
 FE0482'IN EDGE OF CULTIVATED FIELD, AND 0.2 MILE FROM STATION
 FE0482'N 9 DEG 20 MIN E.  FOLLOWING DISTANCES AND BEARINGS ARE FROM
 FE0482'STATION- HENDERSON, BLACK WATER TANK, 6 MILES, S 43 DEG 48 MIN E,
 FE0482'AND PINSON, AIRWAY BEACON, 1 MILE, S 08 DEG 12 MIN E.
 FE0482
 FE0482                          STATION RECOVERY (1948)
 FE0482
 FE0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 FE0482'1 MI NE FROM PINSON.
 FE0482'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE GULF,
 FE0482'MOBILE AND OHIO RAILROAD STATION AT PINSON, ABOUT 100 YARDS
 FE0482'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, AT THE TOP OF A
 FE0482'CULTIVATED HILL, 206 FEET SOUTHEAST OF R.M. NO. 2, 153.8 FEET
 FE0482'SOUTHWEST OF R.M. NO. 1, 98.5 SOUTH OF A TELEPHONE POLE, 1.5
 FE0482'FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 FE0482'CONCRETE POST PROJECTING 8 INCHES.
 FE0482
 FE0482                          STATION RECOVERY (1972)
 FE0482
 FE0482'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE0482'CONDITION OF POINT WHEN FOUND GOOD.
 FE0482'
 FE0482'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PINSON STATION
 FE0482'MARK 1934.
 FE0482'
 FE0482'GO 1.1 MI NE FROM PINSON, TENN ON 5 POINTS RD. TURN RT AT CREST OF
 FE0482'HILL OR TO FARM RD LEADING SOUTH.  GO 0.1 MI TO SMALL OPENING, STA
 FE0482'IS AT S. COR OF SMALL FIELD ON CREST OF HILL.  STA IS + OR - 375
 FE0482'FEET SE FROM BLACK TOP RD.
 FE0482'
 FE0482'TVA POST AND SIGN SET 1.5 SE FROM MON.
 FE0482'
 FE0482'PINSON RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0482'
 FE0482'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PINSON NO. 1
 FE0482'1934.
 FE0482'
 FE0482'SET AT EAST SIDE OF SMALL CULT. FIELD.
 FE0482'
 FE0482'POST AND SIGN SET 1 FOOT E FROM MON.
 FE0482'
 FE0482'PINSON RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0482'
 FE0482'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PINSON NO
 FE0482'2 - 1934.
 FE0482'
 FE0482'SET AT N. COR OF SMALL OPENING.  10 FEET N FROM CENTERLINE FARM RD
 FE0482'AS IT ENTERS WDS FROM SMALL FIELD.
 FE0482'
 FE0482'TVA POST AND SIGN SET 1.5 FEET W FROM STA.
 FE0482'
 FE0482'PINSON AZ MK-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0482'
 FE0482'I BELEIVE THIS MON. IS STILL IN, I COULD NOT LOCATE THE OLD RD
 FE0482'INT.  A NEW RD HAS BEEN BUILT, BUT I FOUND A + OR - 3 FEET BANK
 FE0482'ALONG SITE AN OLD RD.  THIS AREA IS VERY THICK IN BUSHES AND VINES.
 FE0482'IT IS NOT VISIBLE FROM PINSON STATION MARK.  LOCUST WOODS VERY
 FE0482'THICK.
 FE0482'
 FE0482'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.1 MI NW FROM PINSON,
 FE0482'TENN.
 FE0482
 FE0482                          STATION RECOVERY (1972)
 FE0482
 FE0482'RECOVERY NOTE BY TN DEPT OF TRANSP 1972 (RD)
 FE0482'PINSON 1934, PINSON R.M. 1, PINSON R.M. 2 ALL MARKS IN GOOD CONDITION
 FE0482'AZIMUTH MARK NOT FOUND.
 FE0482'
 FE0482'AZIMUTH MARK WAS NOT FOUND-WOULD NOT BE VISIBLE FROM GROUND IF
 FE0482'FOUND.  TO REACH IS NOT ADEQUATE.  NO BLACK WATER TANK IN
 FE0482'HENDERSON, NO AIRWAY BEACON IN PINSON, NO WITNESS POSTS.
 FE0482'
 FE0482'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH OF
 FE0482'PINSON.
 FE0482
 FE0482                          STATION RECOVERY (1976)
 FE0482
 FE0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0482'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FE0482'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  DUE TO THICK BRUSH
 FE0482'AND TREES A SEARCH USING ANGLES COULD NO BE UTILIZED.  A COMPLETE
 FE0482'NEW DESCRIPTION FOLLOWS--
 FE0482'
 FE0482'THE STATION IS ABOUT 375 FEET SOUTHEAST OF OZIER ROAD, 14 FEET SOUTH
 FE0482'OF CENTERLINE OF A TRACK ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS
 FE0482'POST, 8 FEET NORTHEAST OF AN 8 INCH CEDAR TREE AND AT THE SOUTH
 FE0482'EDGE AND HIGHEST POINT OF A SMALL CLEARING.  THE MONUMENT PROJECTS
 FE0482'2 INCHES AND THE DISK IS STAMPED PINSON 1934.
 FE0482'
 FE0482'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND
 FE0482'OZIER ROAD, AT THE NORTH EDGE OF PINSON, GO NORTH ON OZIER ROAD
 FE0482'FOR 0.95 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND SOUTHERLY ON
 FE0482'TRACK ROAD FOR 0.1 MILE TO THE SOUTH EDGE OF SMALL CLEARING AND
 FE0482'THE STATION.  THIS TRACK ROAD IS 0.1 MILE SOUTH OF THE
 FE0482'INTERSECTION OF OZIER AND WILDE ROADS.
 FE0482'
 FE0482'REFERENCE MARK 1 IS LOCATED AT THE EAST SIDE OF THE SMALL CLEARING,
 FE0482'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6
 FE0482'INCHES AND THE DISK IS STAMPED PINSON NO 1 1934.
 FE0482'
 FE0482'REFERENCE MARK 2 IS SET AT THE WEST EDGE OF THE CLEARING, 13 FEET
 FE0482'WEST OF THE CENTERLINE OF THE TRACK ROAD AND 2 FEET EAST OF A METAL
 FE0482'WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 FE0482'STAMPED PINSON NO 2 1934.
 FE0482'
 FE0482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 FE0482'NORTH OF PINSON.
 FE0482
 FE0482                          STATION RECOVERY (2002)
 FE0482
 FE0482'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0482'STATION IS BEHIND LOCKED GATE AT FCC TOWER SITE. FOUND RM 2 GOOD, RM 1
 FE0482'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7715 ***********************************************************************
 DG7715  CBN         -  This is a Cooperative Base Network Control Station.
 DG7715  DESIGNATION -  PINSON 1
 DG7715  PID         -  DG7715
 DG7715  STATE/COUNTY-  TN/MADISON
 DG7715  USGS QUAD   -  HENDERSON (1983)
 DG7715
 DG7715                         *CURRENT SURVEY CONTROL
 DG7715  ___________________________________________________________________
 DG7715* NAD 83(1995)-  35 29 56.62415(N)    088 41 46.75094(W)     ADJUSTED  
 DG7715* NAVD 88     -       130.4    (meters)     428.     (feet)  GPS OBS   
 DG7715  ___________________________________________________________________
 DG7715  X           -     118,275.183 (meters)                     COMP
 DG7715  Y           -  -5,197,209.245 (meters)                     COMP
 DG7715  Z           -   3,683,142.669 (meters)                     COMP
 DG7715  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DG7715  ELLIP HEIGHT-         102.28  (meters)          (08/03/04) GPS OBS
 DG7715  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG7715
 DG7715  HORZ ORDER  -  A
 DG7715  ELLP ORDER  -  FOURTH    CLASS I
 DG7715
 DG7715.The horizontal coordinates were established by GPS observations
 DG7715.and adjusted by the National Geodetic Survey in August 2004..
 DG7715
 DG7715.The orthometric height was determined by GPS observations and a
 DG7715.high-resolution geoid model.
 DG7715
 DG7715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7715
 DG7715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7715
 DG7715.The ellipsoidal height was determined by GPS observations
 DG7715.and is referenced to NAD 83.
 DG7715
 DG7715.The geoid height was determined by GEOID03.
 DG7715
 DG7715;                    North         East     Units Scale Factor Converg.
 DG7715;SPC TN       -   132,706.481   355,401.123   MT  0.99996539   -1 34 42.7
 DG7715;SPC TN       -   435,387.85  1,166,011.85   sFT  0.99996539   -1 34 42.7
 DG7715;UTM  16      - 3,929,712.218   346,146.337   MT  0.99989171   -0 59 06.8
 DG7715
 DG7715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7715!SPC TN       -   0.99998395  x   0.99996539  =   0.99994934
 DG7715!UTM  16      -   0.99998395  x   0.99989171  =   0.99987566
 DG7715
 DG7715                          SUPERSEDED SURVEY CONTROL
 DG7715
 DG7715.No superseded survey control is available for this station.
 DG7715
 DG7715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4614629712(NAD 83)
 DG7715_MARKER: DD = SURVEY DISK
 DG7715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7715_STAMPING: PINSON 1
 DG7715_MARK LOGO: TNDT  
 DG7715_PROJECTION: FLUSH
 DG7715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7715+STABILITY: SURFACE MOTION
 DG7715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7715+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7715
 DG7715  HISTORY     - Date     Condition        Report By
 DG7715  HISTORY     - 2000     MONUMENTED       TNDT
 DG7715  HISTORY     - 20031010 GOOD             TNDT
 DG7715
 DG7715                          STATION DESCRIPTION
 DG7715
 DG7715'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7715'ALUMINUM DISK ATOP .625 INCH REBAR, STAMPED--PINSON-1--, DRIVEN FLUSH.
 DG7715'FROM THE JUNCTION OF SR 5 (US 45) AND SR 197 (OZIER ROAD) IN PINSON,
 DG7715'GO EASTERLY ON SR 197 FOR 2.0 MILES TO A GRAVEL ENTRANCE WITH METAL
 DG7715'GRATE ON RIGHT TO PINSON REFORESTATION COMPLEX, THENCE SOUTHERLY ON
 DG7715'GRAVEL ENTRANCE FOR 0.2 MILES TO A TEE INTERSECTION, TURN RIGHT AND GO
 DG7715'WESTERLY FOR 0.1 MILE TO A DIRT FIELD RD ON THE LEFT, THENCE SOUTHERLY
 DG7715'ON FIELD ROAD FOR 200 FEET TO THE STATION ON THE RIGHT (WEST).
 DG7715' 
 DG7715'THE STATION IS LOCATED 196 FT SOUTH OF THE SOUTH END OF A 10 INCH CMP,
 DG7715'56 FT SOUTH SOTUHWEST OF AN ORANGE PARK BOUNDARY MARKER,  36 FT WEST
 DG7715'NORTHWEST OF THE CENTER OF A DIRT ROAD, AND 1.50 FT EAST SOUTHEAST OF
 DG7715'AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7716 ***********************************************************************
 DG7716  CBN         -  This is a Cooperative Base Network Control Station.
 DG7716  DESIGNATION -  PINSON 2
 DG7716  PID         -  DG7716
 DG7716  STATE/COUNTY-  TN/MADISON
 DG7716  USGS QUAD   -  HENDERSON (1983)
 DG7716
 DG7716                         *CURRENT SURVEY CONTROL
 DG7716  ___________________________________________________________________
 DG7716* NAD 83(1995)-  35 29 57.63003(N)    088 42 01.59164(W)     ADJUSTED  
 DG7716* NAVD 88     -       131.3    (meters)     431.     (feet)  GPS OBS   
 DG7716  ___________________________________________________________________
 DG7716  X           -     117,900.854 (meters)                     COMP
 DG7716  Y           -  -5,197,200.509 (meters)                     COMP
 DG7716  Z           -   3,683,168.454 (meters)                     COMP
 DG7716  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DG7716  ELLIP HEIGHT-         103.22  (meters)          (08/03/04) GPS OBS
 DG7716  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG7716
 DG7716  HORZ ORDER  -  A
 DG7716  ELLP ORDER  -  FOURTH    CLASS I
 DG7716
 DG7716.The horizontal coordinates were established by GPS observations
 DG7716.and adjusted by the National Geodetic Survey in August 2004..
 DG7716
 DG7716.The orthometric height was determined by GPS observations and a
 DG7716.high-resolution geoid model.
 DG7716
 DG7716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7716
 DG7716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7716
 DG7716.The ellipsoidal height was determined by GPS observations
 DG7716.and is referenced to NAD 83.
 DG7716
 DG7716.The geoid height was determined by GEOID03.
 DG7716
 DG7716;                    North         East     Units Scale Factor Converg.
 DG7716;SPC TN       -   132,747.780   355,028.104   MT  0.99996537   -1 34 51.4
 DG7716;SPC TN       -   435,523.34  1,164,788.04   sFT  0.99996537   -1 34 51.4
 DG7716;UTM  16      - 3,929,749.649   345,772.938   MT  0.99989312   -0 59 15.5
 DG7716
 DG7716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7716!SPC TN       -   0.99998380  x   0.99996537  =   0.99994917
 DG7716!UTM  16      -   0.99998380  x   0.99989312  =   0.99987692
 DG7716
 DG7716                          SUPERSEDED SURVEY CONTROL
 DG7716
 DG7716.No superseded survey control is available for this station.
 DG7716
 DG7716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4577329750(NAD 83)
 DG7716_MARKER: DD = SURVEY DISK
 DG7716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7716_STAMPING: PINSON 2
 DG7716_MARK LOGO: TNDT  
 DG7716_PROJECTION: FLUSH
 DG7716_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7716+STABILITY: SURFACE MOTION
 DG7716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7716+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7716
 DG7716  HISTORY     - Date     Condition        Report By
 DG7716  HISTORY     - 2000     MONUMENTED       TNDT
 DG7716  HISTORY     - 20031010 GOOD             TNDT
 DG7716
 DG7716                          STATION DESCRIPTION
 DG7716
 DG7716'DESCRIBED BY TN DEPT OF TRANSP 2003 (DF)
 DG7716'ALUMINUM DISK ATOP .625 INCH REBAR STAMPED--PINSON 2--, DRIVEN FLUSH.
 DG7716' 
 DG7716'FROM THE JCT OF SR 5 (US 45) AND SR 197 (OZIER ROAD) IN PINSON, GO
 DG7716'EASTERLY ON SR 197 FOR 2.0 MILES TO A GRAVEL ENT WITH A METAL GATE ON
 DG7716'RIGHT TO PINSON REFORESTATAION COMPLEX, THENCE SOUTHERLY ON GRAVEL ENT
 DG7716'FOR 2.0 MILES TO TEE INTERSECTION, TURN RIGHT AND GO WESTERLY FOR 0.4
 DG7716'MILE TO THE STATION ON THE LEFT (SOUTH).
 DG7716' 
 DG7716'THE MARK IS 192 FT EAST OF A POWER POLE, 89 FT SOUTH OF THE CENTER OF
 DG7716'A DIRT ROAD, AND 1.20 FT SOUTH OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0760 ***********************************************************************
 FE0760  DESIGNATION -  PINSON AZ MK
 FE0760  PID         -  FE0760
 FE0760  STATE/COUNTY-  TN/MADISON
 FE0760  USGS QUAD   -  HENDERSON (1983)
 FE0760
 FE0760                         *CURRENT SURVEY CONTROL
 FE0760  ___________________________________________________________________
 FE0760* NAD 83(1986)-  35 29 59.     (N)    088 42 26.     (W)     SCALED    
 FE0760* NAVD 88     -       144.295  (meters)     473.41   (feet)  ADJUSTED  
 FE0760  ___________________________________________________________________
 FE0760  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0760  DYNAMIC HT  -         144.165 (meters)     472.98  (feet)  COMP
 FE0760  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0760
 FE0760  VERT ORDER  -  FIRST     CLASS II
 FE0760
 FE0760.The horizontal coordinates were scaled from a topographic map and have
 FE0760.an estimated accuracy of +/- 6 seconds.
 FE0760
 FE0760.The orthometric height was determined by differential leveling
 FE0760.and adjusted by the National Geodetic Survey in June 1991..
 FE0760
 FE0760.The geoid height was determined by GEOID03.
 FE0760
 FE0760.The dynamic height is computed by dividing the NAVD 88
 FE0760.geopotential number by the normal gravity value computed on the
 FE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0760.degrees latitude (g = 980.6199 gals.).
 FE0760
 FE0760.The modeled gravity was interpolated from observed gravity values.
 FE0760
 FE0760;                    North         East    Units  Estimated Accuracy
 FE0760;SPC TN       -   132,810.      354,410.      MT  (+/- 180 meters Scaled)
 FE0760
 FE0760                          SUPERSEDED SURVEY CONTROL
 FE0760
 FE0760  NGVD 29 (??/??/??)  144.320  (m)          473.49   (f) ADJUSTED    1 2
 FE0760
 FE0760.Superseded values are not recommended for survey control.
 FE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0760.See file dsdata.txt to determine how the superseded data were derived.
 FE0760
 FE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE451298(NAD 83)
 FE0760_MARKER: DZ = AZIMUTH MARK DISK
 FE0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0760+STABILITY: SURFACE MOTION
 FE0760
 FE0760  HISTORY     - Date     Condition        Report By
 FE0760  HISTORY     - 1934     MONUMENTED       CGS
 FE0760  HISTORY     - 1948     MARK NOT FOUND   CGS
 FE0760
 FE0760                          STATION DESCRIPTION
 FE0760
 FE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0760'1 MI NE FROM PINSON.
 FE0760'1.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE GULF, MOBILE
 FE0760'AND OHIO RAILROAD STATION AT PINSON, 60 YARDS SOUTHWEST OF THE
 FE0760'CENTER OF A Y JUNCTION OF A GRAVEL ROAD LEADING NORTH, 20 YARDS
 FE0760'NORTHEAST OF THE TOP OF A GRADE, 22 FEET SOUTHEAST OF THE
 FE0760'CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF A WIRE FENCE, IN THE
 FE0760'TOP OF A DIRT BANK BETWEEN THE ROAD AND A CULTIVATED FIELD, 2 FEET
 FE0760'NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD
 FE0760'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE0760'NOTE-- ACCORDING TO GIVEN MEASUREMENTS, A ROADSIDE DRAINAGE
 FE0760'DITCH NOW EXISTS WHERE THE MARK SHOULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0483 ***********************************************************************
 FE0483  DESIGNATION -  PINSON RM 1
 FE0483  PID         -  FE0483
 FE0483  STATE/COUNTY-  TN/MADISON
 FE0483  USGS QUAD   -  HENDERSON (1983)
 FE0483
 FE0483                         *CURRENT SURVEY CONTROL
 FE0483  ___________________________________________________________________
 FE0483* NAD 83(1986)-  35 29 53.     (N)    088 42 28.     (W)     SCALED    
 FE0483* NAVD 88     -       145.395  (meters)     477.02   (feet)  ADJUSTED  
 FE0483  ___________________________________________________________________
 FE0483  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0483  DYNAMIC HT  -         145.264 (meters)     476.59  (feet)  COMP
 FE0483  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0483
 FE0483  VERT ORDER  -  FIRST     CLASS II
 FE0483
 FE0483.The horizontal coordinates were scaled from a topographic map and have
 FE0483.an estimated accuracy of +/- 6 seconds.
 FE0483
 FE0483.The orthometric height was determined by differential leveling
 FE0483.and adjusted by the National Geodetic Survey in June 1991..
 FE0483
 FE0483.The geoid height was determined by GEOID03.
 FE0483
 FE0483.The dynamic height is computed by dividing the NAVD 88
 FE0483.geopotential number by the normal gravity value computed on the
 FE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0483.degrees latitude (g = 980.6199 gals.).
 FE0483
 FE0483.The modeled gravity was interpolated from observed gravity values.
 FE0483
 FE0483;                    North         East    Units  Estimated Accuracy
 FE0483;SPC TN       -   132,620.      354,360.      MT  (+/- 180 meters Scaled)
 FE0483
 FE0483                          SUPERSEDED SURVEY CONTROL
 FE0483
 FE0483  NGVD 29 (??/??/??)  145.420  (m)          477.10   (f) ADJUSTED    1 2
 FE0483
 FE0483.Superseded values are not recommended for survey control.
 FE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0483.See file dsdata.txt to determine how the superseded data were derived.
 FE0483
 FE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE451296(NAD 83)
 FE0483_MARKER: DR = REFERENCE MARK DISK
 FE0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0483_STAMPING: PINSON 1934 NO 1
 FE0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0483+STABILITY: SURFACE MOTION
 FE0483
 FE0483  HISTORY     - Date     Condition        Report By
 FE0483  HISTORY     - 1934     MONUMENTED       CGS
 FE0483  HISTORY     - 1948     GOOD             CGS
 FE0483  HISTORY     - 20020920 MARK NOT FOUND   USACE
 FE0483
 FE0483                          STATION DESCRIPTION
 FE0483
 FE0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0483'1 MI NE FROM PINSON.
 FE0483'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE GULF,
 FE0483'MOBILE AND OHIO RAILROAD STATION AT PINSON, ABOUT 110 YARDS
 FE0483'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 153.8 FEET NORTHEAST
 FE0483'OF THE TOP OF A HILL AND THE STATION MARK, 236 FEET EAST OF
 FE0483'R.M. NO. 2, 74 FEET EAST-NORTHEAST OF A TELEPHONE POLE, IN A
 FE0483'CULTIVATED FIELD, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 FE0483'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE0483
 FE0483                          STATION RECOVERY (2002)
 FE0483
 FE0483'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0483'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0484 ***********************************************************************
 FE0484  DESIGNATION -  PINSON RM 2
 FE0484  PID         -  FE0484
 FE0484  STATE/COUNTY-  TN/MADISON
 FE0484  USGS QUAD   -  HENDERSON (1983)
 FE0484
 FE0484                         *CURRENT SURVEY CONTROL
 FE0484  ___________________________________________________________________
 FE0484* NAD 83(1986)-  35 29 54.     (N)    088 42 29.     (W)     SCALED    
 FE0484* NAVD 88     -       145.900  (meters)     478.67   (feet)  ADJUSTED  
 FE0484  ___________________________________________________________________
 FE0484  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0484  DYNAMIC HT  -         145.768 (meters)     478.24  (feet)  COMP
 FE0484  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0484
 FE0484  VERT ORDER  -  FIRST     CLASS II
 FE0484
 FE0484.The horizontal coordinates were scaled from a topographic map and have
 FE0484.an estimated accuracy of +/- 6 seconds.
 FE0484
 FE0484.The orthometric height was determined by differential leveling
 FE0484.and adjusted by the National Geodetic Survey in June 1991..
 FE0484
 FE0484.The geoid height was determined by GEOID03.
 FE0484
 FE0484.The dynamic height is computed by dividing the NAVD 88
 FE0484.geopotential number by the normal gravity value computed on the
 FE0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0484.degrees latitude (g = 980.6199 gals.).
 FE0484
 FE0484.The modeled gravity was interpolated from observed gravity values.
 FE0484
 FE0484;                    North         East    Units  Estimated Accuracy
 FE0484;SPC TN       -   132,660.      354,340.      MT  (+/- 180 meters Scaled)
 FE0484
 FE0484                          SUPERSEDED SURVEY CONTROL
 FE0484
 FE0484  NGVD 29 (??/??/??)  145.924  (m)          478.75   (f) ADJUSTED    1 2
 FE0484
 FE0484.Superseded values are not recommended for survey control.
 FE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0484.See file dsdata.txt to determine how the superseded data were derived.
 FE0484
 FE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE450296(NAD 83)
 FE0484_MARKER: DR = REFERENCE MARK DISK
 FE0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0484_STAMPING: PINSON NO 2 1934
 FE0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0484+STABILITY: SURFACE MOTION
 FE0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0484+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0484
 FE0484  HISTORY     - Date     Condition        Report By
 FE0484  HISTORY     - 1934     MONUMENTED       CGS
 FE0484  HISTORY     - 1948     GOOD             CGS
 FE0484  HISTORY     - 20020920 GOOD             USACE
 FE0484
 FE0484                          STATION DESCRIPTION
 FE0484
 FE0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0484'1 MI NE FROM PINSON.
 FE0484'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE GULF,
 FE0484'MOBILE AND OHIO RAILROAD STATION AT PINSON, 25 YARDS SOUTHEAST
 FE0484'OF THE CENTER LINE OF THE GRAVEL ROAD, AT THE NORTHWEST EDGE OF A
 FE0484'CULTIVATED FIELD, 206 FEET NORTHWEST OF THE STATION MARK AND
 FE0484'THE TOP OF A HILL, 173.5 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 FE0484'236 FEET WEST OF R.M. NO. 1, 2 FEET WEST OF A WHITE WOODEN
 FE0484'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0484'12 INCHES.
 FE0484
 FE0484                          STATION RECOVERY (2002)
 FE0484
 FE0484'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0484'MARK IS LOCATED BEHIND LOCKED GATE AT FCC TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2380 ***********************************************************************
 FE2380  DESIGNATION -  PIPKIN
 FE2380  PID         -  FE2380
 FE2380  STATE/COUNTY-  TN/MADISON
 FE2380  USGS QUAD   -  ADAIR (1979)
 FE2380
 FE2380                         *CURRENT SURVEY CONTROL
 FE2380  ___________________________________________________________________
 FE2380* NAD 83(1995)-  35 40 47.67821(N)    088 53 37.10526(W)     ADJUSTED  
 FE2380* NAVD 88     -       153.7    (meters)     504.     (feet)  VERTCON   
 FE2380  ___________________________________________________________________
 FE2380  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FE2380  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2380
 FE2380  HORZ ORDER  -  SECOND
 FE2380
 FE2380.The horizontal coordinates were established by classical geodetic methods
 FE2380.and adjusted by the National Geodetic Survey in April 1999..
 FE2380
 FE2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2380
 FE2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2380
 FE2380.The geoid height was determined by GEOID03.
 FE2380
 FE2380;                    North         East     Units Scale Factor Converg.
 FE2380;SPC TN       -   153,273.444   338,099.213   MT  0.99995200   -1 41 38.6
 FE2380;SPC TN       -   502,864.62  1,109,247.17   sFT  0.99995200   -1 41 38.6
 FE2380;UTM  16      - 3,950,098.857   328,633.622   MT  0.99996188   -1 06 17.1
 FE2380
 FE2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2380!SPC TN       -   0.99998031  x   0.99995200  =   0.99993231
 FE2380!UTM  16      -   0.99998031  x   0.99996188  =   0.99994219
 FE2380
 FE2380:                Primary Azimuth Mark                     Grid Az
 FE2380:SPC TN       -  JACKSON RAD STA WDXI NE MAST             106 11 34.5
 FE2380:UTM  16      -  JACKSON RAD STA WDXI NE MAST             105 36 13.0
 FE2380
 FE2380|---------------------------------------------------------------------|
 FE2380| PID    Reference Object                     Distance      Geod. Az  |
 FE2380|                                                           dddmmss.s |
 FE2380| FE2334 JACKSON RAD STA WDXI NE MAST        APPROX. 6.8 KM 1042955.9 |
 FE2380| FE2335 JACKSON RAD STA WDXI NW MAST        APPROX. 6.6 KM 1043735.2 |
 FE2380| CG4800 PIPKIN RM 1                          26.122 METERS 10437     |
 FE2380| FE2336 JACKSON RAD STA WDXI SE MAST        APPROX. 6.8 KM 1045842.9 |
 FE2380| FE2337 JACKSON RAD STA WDXI SW MAST        APPROX. 6.7 KM 1050655.0 |
 FE2380| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 6.6 KM 1240035.0 |
 FE2380| FE2364 JACKSON SOU BELL TT MAST            APPROX.10.0 KM 1352247.2 |
 FE2380| FE2378 WESTOVER MUNICIPAL TANK             APPROX. 8.1 KM 1790218.3 |
 FE2380| FE2375 MADISON JACKSON MUNICIPAL AIRPORT B APPROX. 8.4 KM 1940239.2 |
 FE2380| CG4799 PIPKIN AZ MK                                       1963420.5 |
 FE2380| CG4801 PIPKIN RM 2                          26.647 METERS 26018     |
 FE2380|---------------------------------------------------------------------|
 FE2380
 FE2380                          SUPERSEDED SURVEY CONTROL
 FE2380
 FE2380  NAD 83(1995)-  35 40 47.68288(N)    088 53 37.10962(W) AD(       ) 2
 FE2380  NAD 83(1986)-  35 40 47.68973(N)    088 53 37.10606(W) AD(       ) 2
 FE2380  NAD 27      -  35 40 47.43400(N)    088 53 36.88430(W) AD(       ) 2
 FE2380  NGVD 29 (07/19/86)  153.7    (m)          504.     (f) VERT ANG       
 FE2380
 FE2380.Superseded values are not recommended for survey control.
 FE2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2380.See file dsdata.txt to determine how the superseded data were derived.
 FE2380
 FE2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2863450099(NAD 83)
 FE2380_MARKER: DS = TRIANGULATION STATION DISK
 FE2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2380
 FE2380  HISTORY     - Date     Condition        Report By
 FE2380  HISTORY     - 1958     MONUMENTED       CGS
 FE2380  HISTORY     - 1959     GOOD             CGS
 FE2380
 FE2380                          STATION DESCRIPTION
 FE2380
 FE2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2380'THE STATION IS ABOUT 6 MILES NORTHWEST OF JACKSON, ABOUT 6 MILES
 FE2380'NORTHEAST OF HUNTERSVILLE AND ON PROPERTY OWNED BY MR.  J.A. MIDYETT.
 FE2380'IT IS 450 FEET NORTHEAST OF A SMALL FRAME HOUSE, 33 FEET NORTH OF
 FE2380'THE CENTERLINE OF A DIM TRACK ROAD, 19 FEET NORTHWEST OF A 14 INCH
 FE2380'ELM TREE AND 19 FEET NORTH OF A FENCE AND A WHITE WITNESS POST.  THE
 FE2380'MONUMENT IS FLUSH AND THE DISK IS STAMPED PIPKIN 1958.
 FE2380'
 FE2380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2380'HIGHWAY 20, AT THE WEST EDGE OF JACKSON, GO NORTHWEST ON
 FE2380'HIGHWAY 20 FOR 4.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FE2380'NORTH ON PIPKIN ROAD FOR 0.9 MILE TO THE TOP OF A GRADE AND A DIM
 FE2380'TRACK ROAD TO THE LEFT.  TURN LEFT ON THE TRACK ROAD AND GO WEST FOR
 FE2380'0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE2380'
 FE2380'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS A
 FE2380'CULTIVATED FIELD FOR 0.15 MILE TO THE SOUTHWEST EDGE OF THE FIELD
 FE2380'AND THE AZIMUTH MARK AS DESCRIBED.
 FE2380'
 FE2380'REFERENCE MARK 1 IS 24 FEET WEST OF A 24 INCH OAK TREE, 7 FEET NORTH
 FE2380'OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT SOUTH OF THE
 FE2380'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED PIPKIN
 FE2380'NO 1 1958.
 FE2380'
 FE2380'REFERENCE MARK 2 IS 11 FEET NORTH OF THE CENTERLINE OF THE TRACK
 FE2380'ROAD, 9 FEET EAST OF A 12 INCH OAK TREE AND 1 FOOT NORTH OF THE
 FE2380'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PIPKIN NO 2
 FE2380'1958.
 FE2380'
 FE2380'THE AZIMUTH MARK IS 93 FEET NORTHWEST OF A 8 INCH CEDAR TREE, 85 FEET
 FE2380'SOUTH OF THE SOUTHWEST EDGE OF THE CULTIVATED FIELD, 2 FEET
 FE2380'NORTH OF A WHITE WITNESS POST AND SET IN AN OLD FENCE LINE.  THE
 FE2380'MONUMENT IS FLUSH AND THE DISK IS STAMPED PIPKIN 1958.
 FE2380'
 FE2380'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2380
 FE2380                          STATION RECOVERY (1959)
 FE2380
 FE2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2380'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2380'GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0899 ***********************************************************************
 EE0899  DESIGNATION -  PITT
 EE0899  PID         -  EE0899
 EE0899  STATE/COUNTY-  TN/MARION
 EE0899  USGS QUAD   -  BRIDGEPORT (1983)
 EE0899
 EE0899                         *CURRENT SURVEY CONTROL
 EE0899  ___________________________________________________________________
 EE0899* NAD 83(1995)-  34 59 13.44065(N)    085 43 33.58171(W)     ADJUSTED  
 EE0899* NAVD 88     -       192.378  (meters)     631.16   (feet)  ADJUSTED  
 EE0899  ___________________________________________________________________
 EE0899  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 EE0899  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE0899  DYNAMIC HT  -         192.190 (meters)     630.54  (feet)  COMP
 EE0899  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EE0899
 EE0899  HORZ ORDER  -  THIRD
 EE0899  VERT ORDER  -  FIRST     CLASS II
 EE0899
 EE0899.The horizontal coordinates were established by classical geodetic methods
 EE0899.and adjusted by the National Geodetic Survey in April 1999..
 EE0899
 EE0899.The orthometric height was determined by differential leveling
 EE0899.and adjusted by the National Geodetic Survey in June 1991..
 EE0899.WARNING-Repeat measurements at this control monument indicate possible
 EE0899.vertical movement.
 EE0899
 EE0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE0899
 EE0899.The geoid height was determined by GEOID03.
 EE0899
 EE0899.The dynamic height is computed by dividing the NAVD 88
 EE0899.geopotential number by the normal gravity value computed on the
 EE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0899.degrees latitude (g = 980.6199 gals.).
 EE0899
 EE0899.The modeled gravity was interpolated from observed gravity values.
 EE0899
 EE0899;                    North         East     Units Scale Factor Converg.
 EE0899;SPC TN       -    72,568.263   625,018.746   MT  1.00005680   +0 09 37.5
 EE0899;SPC TN       -   238,084.38  2,050,582.34   sFT  1.00005680   +0 09 37.5
 EE0899;SPC AL E     -   497,601.718   209,799.879   MT  0.99996118   +0 03 41.6
 EE0899;UTM  16      - 3,872,350.147   616,276.670   MT  0.99976663   +0 43 50.1
 EE0899
 EE0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE0899!SPC TN       -   0.99997435  x   1.00005680  =   1.00003115
 EE0899!SPC AL E     -   0.99997435  x   0.99996118  =   0.99993553
 EE0899!UTM  16      -   0.99997435  x   0.99976663  =   0.99974099
 EE0899
 EE0899|---------------------------------------------------------------------|
 EE0899| PID    Reference Object                     Distance      Geod. Az  |
 EE0899|                                                           dddmmss.s |
 EE0899| CG6349 PITT RM 1                            31.852 METERS 06426     |
 EE0899| EE2269 WELDON                              APPROX. 7.9 KM 1342642.0 |
 EE0899| CG6350 PITT RM 2                            23.909 METERS 17355     |
 EE0899| CG6348 PITT AZ MK                                         2154607.5 |
 EE0899|---------------------------------------------------------------------|
 EE0899
 EE0899                          SUPERSEDED SURVEY CONTROL
 EE0899
 EE0899  NAD 83(1995)-  34 59 13.44065(N)    085 43 33.58167(W) AD(       ) 3
 EE0899  NAD 83(1995)-  34 59 13.44069(N)    085 43 33.58191(W) AD(       ) 3
 EE0899  NAD 83(1995)-  34 59 13.44314(N)    085 43 33.57931(W) AD(       ) 3
 EE0899  NAD 83(1986)-  34 59 13.44315(N)    085 43 33.57923(W) AD(       ) 3
 EE0899  NAD 27      -  34 59 13.15800(N)    085 43 33.67600(W) AD(       ) 3
 EE0899  NGVD 29 (??/??/92)  192.428  (m)          631.32   (f) ADJ UNCH    1 2
 EE0899
 EE0899.Superseded values are not recommended for survey control.
 EE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0899.See file dsdata.txt to determine how the superseded data were derived.
 EE0899
 EE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1627772350(NAD 83)
 EE0899_MARKER: DS = TRIANGULATION STATION DISK
 EE0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0899_STAMPING: PITT 1935
 EE0899_MARK LOGO: CGS   
 EE0899_PROJECTION: RECESSED 12 CENTIMETERS
 EE0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0899+STABILITY: SURFACE MOTION
 EE0899
 EE0899  HISTORY     - Date     Condition        Report By
 EE0899  HISTORY     - 1934     MONUMENTED       CGS
 EE0899  HISTORY     - 1949     GOOD             TVA
 EE0899  HISTORY     - 1963     GOOD             NGS
 EE0899  HISTORY     - 1978     GOOD             NGS
 EE0899  HISTORY     - 1978     GOOD             NGS
 EE0899  HISTORY     - 1983     GOOD             NGS
 EE0899  HISTORY     - 19830615 GOOD             NGS
 EE0899
 EE0899                          STATION DESCRIPTION
 EE0899
 EE0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE0899'NEAR ALABAMA-TENNESSEE STATE LINE, ABOUT 2 MILES SOUTH OF POST OFFICE
 EE0899'IN SOUTH PITTSBURG, 1.1 MILES SOUTH OF SOUTH CITY-LIMIT SIGN OF
 EE0899'SOUTH PITTSBURG, ON RIGHT-OF-WAY OF U.S. ROUTE 72 AT POINT WHERE
 EE0899'CONCRETE ROAD ENDS AND GRAVEL ROAD BEGINS, 44.3 FEET NORTHWEST OF
 EE0899'TENNESSEE-ALABAMA STATE BOUNDARY SIGN, 25.7 FEET NORTHWEST OF
 EE0899'CENTER LINE OF ROAD, AND 10.7 FEET EAST-NORTHEAST OF NORTH CORNER
 EE0899'POST OF GATE LEADING TO MRS. COOPERS BARN.  SURFACE AND
 EE0899'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EE0899'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 EE0899'DISKS IN CONCRETE CYLINDERS.  NO. 1 IS ON HIGHWAY RIGHT-OF-WAY, 21.5
 EE0899'FEET SOUTHEAST OF CENTER LINE OF ROAD, AND 104.50 FEET FROM
 EE0899'STATION N 64 DEG 26 MIN E.  NO. 2 IS ON HIGHWAY
 EE0899'RIGHT-OF-WAY, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD, AND 78.44
 EE0899'FEET FROM STATION S 6 DEG 05 MIN E.  AZIMUTH MARK IS ON
 EE0899'HIGHWAY RIGHT-OF-WAY, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD, 1
 EE0899'FOOT NORTHWEST OF FENCE LINE, AND 0.35 MILE FROM STATION
 EE0899'S 35 DEG 46 MIN W.
 EE0899
 EE0899                          STATION RECOVERY (1949)
 EE0899
 EE0899'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CBW)
 EE0899'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-
 EE0899'
 EE0899'STATION IS LOCATED ON THE STATE LINE BETWEEN MARION COUNTY, TENNESSEE
 EE0899'AND JACKSON COUNTY, ALABAMA, 2.0 MILES S OF SOUTH PITTSBURG, 25.7
 EE0899'FEET W OF THE CENTER LINE OF HIGHWAY 72, AT THE POINT WHERE THE
 EE0899'CONCRETE ROAD STOPS AND THE ASPHALT ROAD STARTS.  IT IS ABOUT 100
 EE0899'FEET NE OF A LARGE TIN BUILDING, 100 FEET SW ACROSS THE ROAD FROM A
 EE0899'BRICK FILLING STATION, AND 1 FOOT E OF THE RIGHT-OF-WAY FENCE LINE.
 EE0899'
 EE0899'STATION DISK IS STAMPED PITT 1934.
 EE0899'
 EE0899'REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE FOUND TORN OUT OF THE
 EE0899'GROUND.
 EE0899'
 EE0899'A STEEL POST WITH MARKER WAS SET 1 FOOT S OF THE STATION.
 EE0899
 EE0899                          STATION RECOVERY (1963)
 EE0899
 EE0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EE0899'AT RICHARD CITY.
 EE0899'AT THE PRESENT SW EDGE OF THE SMALL TOWN OF RICHARD CITY, AT
 EE0899'INTERSECTION OF NO. 72 U.S. HWY. AND THE ALABAMA-TENNESSEE
 EE0899'BOUNDARY, 107-1/2 FEET NE OF PROJECTED NE EDGE OF 20-YARD-SQUARE
 EE0899'CONCRETE FLOOR REMAINS OF OLD AIRPORT HANGAR, 25-1/2 FEET NW OF
 EE0899'CENTER LINE OF HWY. PAVEMENT, 15 FEET N OF FENCE ALONG THE STATE
 EE0899'LINE, 13.5 FEET SE OF A POWER POLE, ONE FOOT NW OF FENCE, 1.3 FEET
 EE0899'NE OF T.V.A. STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE
 EE0899'GROUND.
 EE0899
 EE0899                          STATION RECOVERY (1978)
 EE0899
 EE0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RDF)
 EE0899'STATION RECOVERED IN GOOD CONDITION.
 EE0899
 EE0899                          STATION RECOVERY (1978)
 EE0899
 EE0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RDF)
 EE0899'PITT 1934 - GOOD
 EE0899
 EE0899                          STATION RECOVERY (1983)
 EE0899
 EE0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0899'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EE0899'IN SOUTH PITTSBURG, AT THE INTERSECTION OF U.S. HIGHWAY 72 AND THE
 EE0899'ALABAMA-TENNESSEE STATE LINE, ALSO AT THE SOUTHEAST CORNER OF THE
 EE0899'PARKING LOT AT THE K-MART SHOPPING CENTER, 10.36 METERS (34.0 FT)
 EE0899'NORTHEAST OF THE STATE LINE SIGN, 7.92 METERS (26.0 FT) WEST OF THE
 EE0899'CENTERLINE OF U.S. HIGHWAY 72, 6.25 METERS (20.5 FT) SOUTHWEST OF A
 EE0899'POWERLINE POLE WITH STREET LIGHT AND TWO ANCHOR CABLES, 2.13 METERS
 EE0899'(7.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE PARKING LOT AT THE
 EE0899'SHOPPING CENTER, AND 5.94 METERS (19.5 FT) SOUTHWEST OF PITT 1934 NO 4
 EE0899'1981.  NOTE, THE DATE IS INCORRECT ON OLD DESCRIPTION.  IT SHOULD BE
 EE0899'1934.
 EE0899'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EE0899'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EE0899
 EE0899                          STATION RECOVERY (1983)
 EE0899
 EE0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 EE0899'THE STATION MARK WAS FOUND IN GOOD CONDITION.  A SHOPPING MALL IS
 EE0899'BEING BUILT AT THE SITE BUT THE DEVELOPER SAID THAT THE MARK WOULD BE
 EE0899'PROTECTED.  TO REFERENCE MARKS WERE SET AT THIS TIME TO HELP LOCATED
 EE0899'THE STATION MARK IN THE EVENT IT IS COVERED.  WEATHER WOULD NOT PERMIT
 EE0899'A POLARIS OBSERVATION AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 EE0899' 
 EE0899'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTH OF SOUTH
 EE0899'PITTSBURG, 34 FT (10.4 M) NORTHEAST OF A SIGN ALABAMA STATE LINE, 20
 EE0899'FT (6.1 M) NORTHEAST OF A FENCE, 20 FT (6.1 M) SOUTHWEST OF A POWER
 EE0899'POLE, 2 FT (0.6 M) NORTHEAST OF A GUY WIRE, 1 FOOT (0.3 M) EAST OF A
 EE0899'METAL WITNESS POST AND 26 FT (7.9 M) NORTHWEST OF THE CENTERLINE OF
 EE0899'U.S HIGHWAY 72.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED--PITT
 EE0899'1934--.
 EE0899' 
 EE0899'REFERENCE MARK 3 IS 24 FT (7.3 M) NORTHWEST OF THE CENTERLINE OF THE
 EE0899'HIGHWAY, 1 FOOT (0.3 M) SOUTHWEST OF THE POWER POLE AND 29 FT (8.8 M)
 EE0899'NORTHEAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 EE0899'STAMPED--PITT 1934 NO 3 1981--.
 EE0899' 
 EE0899'REFERENCE MARK NO 4 IS 4 FT (1.2 M) WEST OF A TELEPHONE POLE, 7 FT
 EE0899'(2.1 M) WEST OF AN UNDERGROUND CABLE SIGN, 1 FOOT (0.3 M) NORTHEAST OF
 EE0899'THE NORTHWEST LEG OF A METAL SIGN TENNESSEE STATE LINE AND 25 FT (7.6
 EE0899'M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 EE0899'2 INCHES AND THE DISK IS STAMPED--PITT 1934 NO 4 1981--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1902 ***********************************************************************
 FC1902  DESIGNATION -  PITT
 FC1902  PID         -  FC1902
 FC1902  STATE/COUNTY-  TN/FRANKLIN
 FC1902  USGS QUAD   -  SINKING COVE (1982)
 FC1902
 FC1902                         *CURRENT SURVEY CONTROL
 FC1902  ___________________________________________________________________
 FC1902* NAD 83(1995)-  35 01 05.60607(N)    085 53 38.56028(W)     ADJUSTED  
 FC1902* NAVD 88     -       518.0    (meters)    1699.     (feet)  VERTCON   
 FC1902  ___________________________________________________________________
 FC1902  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FC1902  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1902
 FC1902  HORZ ORDER  -  SECOND
 FC1902
 FC1902.The horizontal coordinates were established by classical geodetic methods
 FC1902.and adjusted by the National Geodetic Survey in April 1999..
 FC1902
 FC1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1902
 FC1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1902
 FC1902.The geoid height was determined by GEOID03.
 FC1902
 FC1902;                    North         East     Units Scale Factor Converg.
 FC1902;SPC TN       -    75,995.241   609,670.808   MT  1.00004898   +0 03 43.3
 FC1902;SPC TN       -   249,327.72  2,000,228.31   sFT  1.00004898   +0 03 43.3
 FC1902;UTM  16      - 3,875,622.882   600,900.045   MT  0.99972547   +0 38 04.9
 FC1902
 FC1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1902!SPC TN       -   0.99992321  x   1.00004898  =   0.99997219
 FC1902!UTM  16      -   0.99992321  x   0.99972547  =   0.99964871
 FC1902
 FC1902|---------------------------------------------------------------------|
 FC1902| PID    Reference Object                     Distance      Geod. Az  |
 FC1902|                                                           dddmmss.s |
 FC1902| CG6351 PITT RM 1                             9.323 METERS 02324     |
 FC1902| FC1897 HOLLY                               APPROX. 3.4 KM 1082237.7 |
 FC1902| CG6352 PITT RM 2                            13.990 METERS 26048     |
 FC1902|---------------------------------------------------------------------|
 FC1902
 FC1902                          SUPERSEDED SURVEY CONTROL
 FC1902
 FC1902  NAD 83(1995)-  35 01 05.60674(N)    085 53 38.56038(W) AD(       ) 2
 FC1902  NAD 83(1995)-  35 01 05.60737(N)    085 53 38.56113(W) AD(       ) 2
 FC1902  NAD 83(1995)-  35 01 05.61077(N)    085 53 38.55968(W) AD(       ) 2
 FC1902  NAD 83(1986)-  35 01 05.61146(N)    085 53 38.55966(W) AD(       ) 2
 FC1902  NAD 27      -  35 01 05.31138(N)    085 53 38.63530(W) AD(       ) 2
 FC1902  NGVD 29 (07/19/86)  518.0    (m)         1699.     (f) VERT ANG       
 FC1902
 FC1902.Superseded values are not recommended for survey control.
 FC1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1902.See file dsdata.txt to determine how the superseded data were derived.
 FC1902
 FC1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0090075623(NAD 83)
 FC1902_MARKER: DS = TRIANGULATION STATION DISK
 FC1902_SETTING: 66 = SET IN ROCK OUTCROP
 FC1902
 FC1902  HISTORY     - Date     Condition        Report By
 FC1902  HISTORY     - 1979     MONUMENTED       NGS
 FC1902
 FC1902                          STATION DESCRIPTION
 FC1902
 FC1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1902'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-NORTHWEST
 FC1902'OF SOUTH PITTSBURG, 5-1/2 MILES SOUTHEAST OF SHERWOOD,
 FC1902'NEAR THE EDGE OF A ROCK BLUFF ON THE SOUTHEAST SIDE OF A
 FC1902'HILL, AND ON PROPERTY OF THE HUBERT LAND COMPANY,
 FC1902'P.O. BOX 1319, MARYVILLE, TN 37801, ATTENTION MR. GARY
 FC1902'SOWLER.
 FC1902'
 FC1902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FC1902'72 AND STATE ROUTE 156 IS SOUTH PITTSBURG, GO NORTHEAST
 FC1902'ON U.S. HIGHWAY 72 FOR 0.15 MILE TO THE JUNCTION OF
 FC1902'SECOND STREET.  TURN LEFT AND GO WESTERLY FOLLOWING THE
 FC1902'MAIN ROAD UP THE MOUNTAIN FOR 5.3 MILES TO A FORK AT A
 FC1902'MICROWAVE TOWER.  TAKE THE RIGHT FORK AND CONTINUE
 FC1902'WESTERLY ON THE MAIN ROAD FOR 2.75 MILES TO A REVERSE
 FC1902'FORK ON THE RIGHT.  CONTINUE WESTERLY ON THE MAIN
 FC1902'ROAD FOR 3.1 MILES TO A WOODS ROAD ON THE LEFT AT
 FC1902'POWER POLE NUMBER 30.  TURN LEFT ON THE WOODS ROAD AND
 FC1902'GO SOUTHWESTERLY FOR 1.7 MILES TO A WOODS ROAD RIGHT.
 FC1902'CONTINUE ON WOODS ROAD FOR 0.6 MILE TO A WOODS ROAD ON
 FC1902'THE RIGHT.  CONTINUE ON WOODS ROAD FOR 1.5 MILES TO A
 FC1902'FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A FORK.
 FC1902'TAKE THE LEFT FORK AND GO 0.1 MILE TO THE END OF TRUCK
 FC1902'TRAVEL.  PACK SOUTHWESTERLY FOR ABOUT 300 YARDS TO
 FC1902'THE STATION AT A ROCK BLUFF.
 FC1902'
 FC1902'THE STATION IS A STANDARD NGS DISK
 FC1902'STAMPED---PITT 1978---,
 FC1902'SET INTO A ROCK LEDGE.  IT IS LOCATED
 FC1902'13 FEET SOUTH-SOUTHEAST FROM A 16-INCH OAK TREE AND
 FC1902'7 FEET NORTH FROM THE SOUTH EDGE OF THE LEDGE.
 FC1902'
 FC1902'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1902'STAMPED---PITT NO 1 1978---,
 FC1902'SET INTO A ROCK LEDGE.  IT IS LOCATED
 FC1902'25.5 FEET EAST-NORTHEAST FROM THE 16-INCH OAK TREE AND
 FC1902'2 FEET WEST FROM THE EAST EDGE OF THE LEDGE.
 FC1902'MARK IS LEVEL WITH STATION.
 FC1902'
 FC1902'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FC1902'STAMPED---PITT NO 2 1978---,
 FC1902'SET INTO A ROCK LEDGE.  IT IS LOCATED
 FC1902'42 FEET WEST-SOUTHWEST FROM THE 16-INCH OAK TREE AND
 FC1902'2.5 FEET NORTHWEST FROM THE EDGE OF THE LEDGE.
 FC1902'MARK IS LEVEL WITH STATION.
 FC1902'
 FC1902'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 FC1902'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FC1902'14 TH USGS CAN BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1507 ***********************************************************************
 EE1507  DESIGNATION -  PITT RM 3
 EE1507  PID         -  EE1507
 EE1507  STATE/COUNTY-  TN/MARION
 EE1507  USGS QUAD   -  BRIDGEPORT (1983)
 EE1507
 EE1507                         *CURRENT SURVEY CONTROL
 EE1507  ___________________________________________________________________
 EE1507* NAD 83(1986)-  34 59 13.     (N)    085 43 33.     (W)     SCALED    
 EE1507* NAVD 88     -       192.540  (meters)     631.69   (feet)  ADJUSTED  
 EE1507  ___________________________________________________________________
 EE1507  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1507  DYNAMIC HT  -         192.352 (meters)     631.07  (feet)  COMP
 EE1507  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EE1507
 EE1507  VERT ORDER  -  FIRST     CLASS II
 EE1507
 EE1507.The horizontal coordinates were scaled from a topographic map and have
 EE1507.an estimated accuracy of +/- 6 seconds.
 EE1507
 EE1507.The orthometric height was determined by differential leveling
 EE1507.and adjusted by the National Geodetic Survey in June 1991..
 EE1507
 EE1507.The geoid height was determined by GEOID03.
 EE1507
 EE1507.The dynamic height is computed by dividing the NAVD 88
 EE1507.geopotential number by the normal gravity value computed on the
 EE1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1507.degrees latitude (g = 980.6199 gals.).
 EE1507
 EE1507.The modeled gravity was interpolated from observed gravity values.
 EE1507
 EE1507;                    North         East    Units  Estimated Accuracy
 EE1507;SPC TN       -    72,560.      625,030.      MT  (+/- 180 meters Scaled)
 EE1507
 EE1507                          SUPERSEDED SURVEY CONTROL
 EE1507
 EE1507.No superseded survey control is available for this station.
 EE1507
 EE1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD162723(NAD 83)
 EE1507_MARKER: DR = REFERENCE MARK DISK
 EE1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1507_SP_SET: CONCRETE POST
 EE1507_STAMPING: PITT 1934 NO 3 1981
 EE1507_MARK LOGO: NGS   
 EE1507_PROJECTION: FLUSH
 EE1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1507+STABILITY: SURFACE MOTION
 EE1507
 EE1507  HISTORY     - Date     Condition        Report By
 EE1507  HISTORY     - 1981     MONUMENTED       NGS
 EE1507  HISTORY     - 1983     GOOD             NGS
 EE1507  HISTORY     - 19830621 GOOD             NGS
 EE1507
 EE1507                          STATION DESCRIPTION
 EE1507
 EE1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1507'IN SOUTH PITTSBURG.
 EE1507'IN SOUTH PITTSBURG, AT THE INTERSECTION OF U.S. HIGHWAY 72 AND THE
 EE1507'ALABAMA-TENNESSEE STATE LINE, ALSO AT THE SOUTHEAST CORNER OF THE
 EE1507'PARKING LOT AT THE K-MART SHOPPING CENTER, 16.15 METERS (53.0 FT)
 EE1507'NORTHEAST OF THE STATE LINE SIGN, 7.31 METERS (24.0 FT) WEST OF THE
 EE1507'CENTERLINE OF U.S. HIGHWAY 72, 0.30 METERS (1.0 FT) SOUTHWEST OF A
 EE1507'POWERLINE POLE WITH STREET LIGHT AND TWO ANCHOR CABLES, 4.57 METERS
 EE1507'(15.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF PARKING LOT AT THE
 EE1507'SHOPPING CENTER, AND 5.94 METERS (19.5 FT) NORTHEAST OF STATION PITT
 EE1507'1934.
 EE1507'THE MARK IS 6.1 METERS  NE FROM A WITNESS POST.
 EE1507'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EE1507
 EE1507                          STATION RECOVERY (1983)
 EE1507
 EE1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 EE1507'REFERENCE MARK 3 IS 24 FT (7.3 M) NORTHWEST OF THE CENTERLINE OF THE
 EE1507'HIGHWAY, 1 FOOT (0.3 M) SOUTHWEST OF THE POWER POLE AND 29 FT (8.8 M)
 EE1507'NORTHEAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EE1507'PITT 1934 NO 3 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1508 ***********************************************************************
 EE1508  DESIGNATION -  PITT RM 4
 EE1508  PID         -  EE1508
 EE1508  STATE/COUNTY-  TN/MARION
 EE1508  USGS QUAD   -  BRIDGEPORT (1983)
 EE1508
 EE1508                         *CURRENT SURVEY CONTROL
 EE1508  ___________________________________________________________________
 EE1508* NAD 83(1986)-  34 59 13.     (N)    085 43 32.     (W)     SCALED    
 EE1508* NAVD 88     -       192.576  (meters)     631.81   (feet)  ADJUSTED  
 EE1508  ___________________________________________________________________
 EE1508  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1508  DYNAMIC HT  -         192.388 (meters)     631.19  (feet)  COMP
 EE1508  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EE1508
 EE1508  VERT ORDER  -  FIRST     CLASS II
 EE1508
 EE1508.The horizontal coordinates were scaled from a topographic map and have
 EE1508.an estimated accuracy of +/- 6 seconds.
 EE1508
 EE1508.The orthometric height was determined by differential leveling
 EE1508.and adjusted by the National Geodetic Survey in June 1991..
 EE1508
 EE1508.The geoid height was determined by GEOID03.
 EE1508
 EE1508.The dynamic height is computed by dividing the NAVD 88
 EE1508.geopotential number by the normal gravity value computed on the
 EE1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1508.degrees latitude (g = 980.6199 gals.).
 EE1508
 EE1508.The modeled gravity was interpolated from observed gravity values.
 EE1508
 EE1508;                    North         East    Units  Estimated Accuracy
 EE1508;SPC TN       -    72,560.      625,060.      MT  (+/- 180 meters Scaled)
 EE1508
 EE1508                          SUPERSEDED SURVEY CONTROL
 EE1508
 EE1508.No superseded survey control is available for this station.
 EE1508
 EE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD163723(NAD 83)
 EE1508_MARKER: DR = REFERENCE MARK DISK
 EE1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1508_SP_SET: CONCRETE POST
 EE1508_STAMPING: PITT 1934 NO 4 1981
 EE1508_MARK LOGO: NGS   
 EE1508_PROJECTION: PROJECTING 6 CENTIMETERS
 EE1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1508+STABILITY: SURFACE MOTION
 EE1508
 EE1508  HISTORY     - Date     Condition        Report By
 EE1508  HISTORY     - 1981     MONUMENTED       NGS
 EE1508  HISTORY     - 1983     GOOD             NGS
 EE1508  HISTORY     - 19830621 GOOD             NGS
 EE1508
 EE1508                          STATION DESCRIPTION
 EE1508
 EE1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1508'IN SOUTH PITTSBURG.
 EE1508'IN SOUTH PITTSBURG, AT THE INTERSECTION OF U.S. HIGHWAY 72 AND THE
 EE1508'ALABAMA-TENNESSEE STATE LINE, ALSO ACROSS U.S. HIGHWAY 72 FROM THE
 EE1508'SOUTHEAST CORNER OF THE PARKING LOT AT THE K-MART SHOPPING CENTER,
 EE1508'7.62 METERS (25.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 72,
 EE1508'15.54 METERS (51.0 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM STATION
 EE1508'PITT 1934, 0.76 METERS (2.5 FT) NORTHEAST OF THE TENNESSEE STATE LINE
 EE1508'SIGN ON THE SOUTHEAST SIDE OF THE HIGHWAY, 4.57 METERS (15.0 FT)
 EE1508'NORTHWEST OF A TELEPHONE JUNCTION BOX, AND 1.06 METERS (3.5 FT)
 EE1508'NORTHWEST OF A TELEPHONE POLE WITH ONE ANCHOR CABLE.
 EE1508'THE MARK IS 15.6 METERS  SE FROM A WITNESS POST.
 EE1508'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EE1508
 EE1508                          STATION RECOVERY (1983)
 EE1508
 EE1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 EE1508'REFERENCE MARK NO 4 IS 4 FT (1.2 M) WEST OF A TELEPHONE POLE, 7 FT
 EE1508'(2.1 M) WEST OF AN UNDERGROUND CABLE SIGN, 1 FOOT (0.3 M) NORTHEAST OF
 EE1508'THE NORTHWEST LEG OF A METAL SIGN TENNESSEE STATE LINE AND 25 FT (7.6
 EE1508'M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 EE1508'2 INCHES AND THE DISK IS STAMPED PITT 1934 NO 4 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1298 ***********************************************************************
 FC1298  DESIGNATION -  PITTSBURG
 FC1298  PID         -  FC1298
 FC1298  STATE/COUNTY-  TN/MARION
 FC1298  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1298
 FC1298                         *CURRENT SURVEY CONTROL
 FC1298  ___________________________________________________________________
 FC1298* NAD 83(1995)-  35 02 29.17649(N)    085 41 21.25735(W)     ADJUSTED  
 FC1298* NAVD 88     -       188.102  (meters)     617.13   (feet)  ADJUSTED  
 FC1298  ___________________________________________________________________
 FC1298  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FC1298  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1298  DYNAMIC HT  -         187.919 (meters)     616.53  (feet)  COMP
 FC1298  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 FC1298
 FC1298  HORZ ORDER  -  SECOND
 FC1298  VERT ORDER  -  SECOND    CLASS 0
 FC1298
 FC1298.The horizontal coordinates were established by classical geodetic methods
 FC1298.and adjusted by the National Geodetic Survey in April 1999..
 FC1298
 FC1298.The orthometric height was determined by differential leveling
 FC1298.and adjusted by the National Geodetic Survey in June 1991..
 FC1298
 FC1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1298
 FC1298.The geoid height was determined by GEOID03.
 FC1298
 FC1298.The dynamic height is computed by dividing the NAVD 88
 FC1298.geopotential number by the normal gravity value computed on the
 FC1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1298.degrees latitude (g = 980.6199 gals.).
 FC1298
 FC1298.The modeled gravity was interpolated from observed gravity values.
 FC1298
 FC1298;                    North         East     Units Scale Factor Converg.
 FC1298;SPC TN       -    78,610.532   628,355.753   MT  1.00004335   +0 10 55.0
 FC1298;SPC TN       -   257,908.05  2,061,530.50   sFT  1.00004335   +0 10 55.0
 FC1298;UTM  16      - 3,878,423.648   619,552.441   MT  0.99977615   +0 45 09.7
 FC1298
 FC1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1298!SPC TN       -   0.99997503  x   1.00004335  =   1.00001838
 FC1298!UTM  16      -   0.99997503  x   0.99977615  =   0.99975118
 FC1298
 FC1298|---------------------------------------------------------------------|
 FC1298| PID    Reference Object                     Distance      Geod. Az  |
 FC1298|                                                           dddmmss.s |
 FC1298| FC1299 PITTSBURG RM 1                       22.778 METERS 03937     |
 FC1298| FC1297 PITTSBURG RM 2                       27.352 METERS 23521     |
 FC1298| FC1306 SAM                                 APPROX. 3.8 KM 3022419.8 |
 FC1298| CG5415 5834                                               3583104.2 |
 FC1298|---------------------------------------------------------------------|
 FC1298
 FC1298                          SUPERSEDED SURVEY CONTROL
 FC1298
 FC1298  NAD 83(1995)-  35 02 29.17725(N)    085 41 21.25751(W) AD(       ) 2
 FC1298  NAD 83(1995)-  35 02 29.17721(N)    085 41 21.25900(W) AD(       ) 2
 FC1298  NAD 83(1995)-  35 02 29.17937(N)    085 41 21.25681(W) AD(       ) 2
 FC1298  NAD 83(1986)-  35 02 29.17972(N)    085 41 21.25680(W) AD(       ) 2
 FC1298  NAD 27      -  35 02 28.89220(N)    085 41 21.36450(W) AD(       ) 2
 FC1298  NGVD 29 (??/??/92)  188.107  (m)          617.15   (f) ADJ UNCH    2 0
 FC1298
 FC1298.Superseded values are not recommended for survey control.
 FC1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1298.See file dsdata.txt to determine how the superseded data were derived.
 FC1298
 FC1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1955278424(NAD 83)
 FC1298_MARKER: DE = TRAVERSE STATION DISK
 FC1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1298_STAMPING: PITTSBURG 1962
 FC1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1298+STABILITY: SURFACE MOTION
 FC1298
 FC1298  HISTORY     - Date     Condition        Report By
 FC1298  HISTORY     - 1962     MONUMENTED       CGS
 FC1298  HISTORY     - 1962     GOOD             CGS
 FC1298
 FC1298                          STATION DESCRIPTION
 FC1298
 FC1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1298'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF SOUTH PITTSBURG, 0.15
 FC1298'MILE SOUTH OF THE JUCTION OF U.S. HIGHWAYS 72, 64, 41 AND ON
 FC1298'THE EAST RIGHT OF WAY OF U.S. HIGHWAY 72.
 FC1298'
 FC1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 72, 64 AND
 FC1298'41, GO SOUTH ON U.S. HIGHWAY 72 FOR 0.15 MILE TO A SIDE ROAD
 FC1298'RIGHT AND THE STATION ON THE LEFT.
 FC1298'
 FC1298'THE STATION IS 39 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FC1298'72, 15 FEET SOUTH OF THE APPROXIMATE CENTER OF A FARM ROAD AND
 FC1298'3.8 FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 FC1298'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH AND IS
 FC1298'STAMPED PITTSBURG 1962.  THE MARK IS ABOUT 4 FEET LOWER THAN THE
 FC1298'ROADWAY.
 FC1298'
 FC1298'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1298'U.S. HIGHWAY 72 AND 8 FEET NORTHWEST OF A CEMENT GAS LINE MARKER.
 FC1298'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1298'IS FLUSH AND IS STAMPED PITTSBURG NO 1 1962.
 FC1298'
 FC1298'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1298'U.S. HIGHWAY 72 AND 5 FEET SOUTHEAST OF THE NORTH END OF A GUARD
 FC1298'RAIL.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FC1298'WHICH IS FLUSH AND IS STAMPED PITTSBURG NO 2 1962.
 FC1298'
 FC1298'A TENNESSEE DIVISION OF GEOLOGY MARK WAS USED AS THE AZIMUTH.  IT IS
 FC1298'A BRONZE TABLET SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE
 FC1298'POST WHICH PROJECTS 2 INCHES AND IS STAMPED 5834.  IT IS 28 FEET
 FC1298'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41, 17 FEET
 FC1298'NORTH OF A FENCE AND 1.0 FEET NORTH OF A T.V.A. METAL WITNESS POST.
 FC1298'
 FC1298'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 72, 64 AND 41,
 FC1298'GO WEST ON HIGHWAYS 64 AND 41 FOR 0.1 MILE TO THE MARK ON THE
 FC1298'LEFT.
 FC1298'
 FC1298'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 FC1298
 FC1298                          STATION RECOVERY (1962)
 FC1298
 FC1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1298'0.2 MI SW FROM DIXIE LEE.
 FC1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 72,
 FC1298'64 AND 41, GO SOUTH ON U.S. HIGHWAY 72 FOR 0.15 MILE TO A
 FC1298'SIDE ROAD RIGHT AND THE STATION ON THE LEFT, 39 FEET EAST OF
 FC1298'THE APPROXIMATE CENTER OF U.S. HIGHWAY 72, 15 FEET SOUTH OF THE
 FC1298'APPROXIMATE CENTER OF A FARM ROAD AND 3.8 FEET WEST OF A METAL
 FC1298'WITNESS POST.  A STANDARD TRAVERSE STATION DISK SET IN THE TOP
 FC1298'OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 4 FEET
 FC1298'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1299 ***********************************************************************
 FC1299  DESIGNATION -  PITTSBURG RM 1
 FC1299  PID         -  FC1299
 FC1299  STATE/COUNTY-  TN/MARION
 FC1299  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1299
 FC1299                         *CURRENT SURVEY CONTROL
 FC1299  ___________________________________________________________________
 FC1299* NAD 83(1986)-  35 02 28.     (N)    085 41 21.     (W)     SCALED    
 FC1299* NAVD 88     -       189.095  (meters)     620.39   (feet)  ADJUSTED  
 FC1299  ___________________________________________________________________
 FC1299  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1299  DYNAMIC HT  -         188.911 (meters)     619.79  (feet)  COMP
 FC1299  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 FC1299
 FC1299  VERT ORDER  -  SECOND    CLASS 0
 FC1299
 FC1299.The horizontal coordinates were scaled from a topographic map and have
 FC1299.an estimated accuracy of +/- 6 seconds.
 FC1299
 FC1299.The orthometric height was determined by differential leveling
 FC1299.and adjusted by the National Geodetic Survey in June 1991..
 FC1299
 FC1299.The geoid height was determined by GEOID03.
 FC1299
 FC1299.The dynamic height is computed by dividing the NAVD 88
 FC1299.geopotential number by the normal gravity value computed on the
 FC1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1299.degrees latitude (g = 980.6199 gals.).
 FC1299
 FC1299.The modeled gravity was interpolated from observed gravity values.
 FC1299
 FC1299;                    North         East    Units  Estimated Accuracy
 FC1299;SPC TN       -    78,570.      628,360.      MT  (+/- 180 meters Scaled)
 FC1299
 FC1299                          SUPERSEDED SURVEY CONTROL
 FC1299
 FC1299  NGVD 29 (??/??/92)  189.100  (m)          620.41   (f) ADJ UNCH    2 0
 FC1299
 FC1299.Superseded values are not recommended for survey control.
 FC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1299.See file dsdata.txt to determine how the superseded data were derived.
 FC1299
 FC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD195783(NAD 83)
 FC1299_MARKER: DR = REFERENCE MARK DISK
 FC1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1299_STAMPING: PITTSBURG NO 1 1962
 FC1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1299+STABILITY: SURFACE MOTION
 FC1299
 FC1299  HISTORY     - Date     Condition        Report By
 FC1299  HISTORY     - 1962     MONUMENTED       CGS
 FC1299
 FC1299                          STATION DESCRIPTION
 FC1299
 FC1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1299'0.2 MI SW FROM DIXIE LEE.
 FC1299'AT THE PITTSBURG STATION SITE, 74.73 FEET NORTHEAST OF THE
 FC1299'STATION, 33 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FC1299'72 AND 8 FEET NORTHWEST OF A CEMENT GAS LINE MARKER.  A STANDARD
 FC1299'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FC1299'WITH THE GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1297 ***********************************************************************
 FC1297  DESIGNATION -  PITTSBURG RM 2
 FC1297  PID         -  FC1297
 FC1297  STATE/COUNTY-  TN/MARION
 FC1297  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1297
 FC1297                         *CURRENT SURVEY CONTROL
 FC1297  ___________________________________________________________________
 FC1297* NAD 83(1986)-  35 02 28.     (N)    085 41 21.     (W)     SCALED    
 FC1297* NAVD 88     -       189.279  (meters)     620.99   (feet)  ADJUSTED  
 FC1297  ___________________________________________________________________
 FC1297  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1297  DYNAMIC HT  -         189.094 (meters)     620.39  (feet)  COMP
 FC1297  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 FC1297
 FC1297  VERT ORDER  -  SECOND    CLASS 0
 FC1297
 FC1297.The horizontal coordinates were scaled from a topographic map and have
 FC1297.an estimated accuracy of +/- 6 seconds.
 FC1297
 FC1297.The orthometric height was determined by differential leveling
 FC1297.and adjusted by the National Geodetic Survey in June 1991..
 FC1297
 FC1297.The geoid height was determined by GEOID03.
 FC1297
 FC1297.The dynamic height is computed by dividing the NAVD 88
 FC1297.geopotential number by the normal gravity value computed on the
 FC1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1297.degrees latitude (g = 980.6199 gals.).
 FC1297
 FC1297.The modeled gravity was interpolated from observed gravity values.
 FC1297
 FC1297;                    North         East    Units  Estimated Accuracy
 FC1297;SPC TN       -    78,570.      628,360.      MT  (+/- 180 meters Scaled)
 FC1297
 FC1297                          SUPERSEDED SURVEY CONTROL
 FC1297
 FC1297  NGVD 29 (??/??/92)  189.284  (m)          621.01   (f) ADJ UNCH    2 0
 FC1297
 FC1297.Superseded values are not recommended for survey control.
 FC1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1297.See file dsdata.txt to determine how the superseded data were derived.
 FC1297
 FC1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD195783(NAD 83)
 FC1297_MARKER: DR = REFERENCE MARK DISK
 FC1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1297_STAMPING: PITTSBURG NO 2 1962
 FC1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1297+STABILITY: SURFACE MOTION
 FC1297
 FC1297  HISTORY     - Date     Condition        Report By
 FC1297  HISTORY     - 1962     MONUMENTED       CGS
 FC1297
 FC1297                          STATION DESCRIPTION
 FC1297
 FC1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1297'0.2 MI SW FROM DIXIE LEE.
 FC1297'AT THE PITTSBURG STATION SITE, 89.74 FEET SOUTHWEST OF THE
 FC1297'STATION, 18 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FC1297'72 AND 5 FEET SOUTHEAST OF THE NORTH END OF A GUARD RAIL.
 FC1297'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1297'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE TOP OF THE
 FC1297'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0274 ***********************************************************************
 FE0274  DESIGNATION -  PK 4
 FE0274  PID         -  FE0274
 FE0274  STATE/COUNTY-  TN/HARDIN
 FE0274  USGS QUAD   -  COUNCE (1984)
 FE0274
 FE0274                         *CURRENT SURVEY CONTROL
 FE0274  ___________________________________________________________________
 FE0274* NAD 83(1986)-  35 03 52.     (N)    088 15 00.     (W)     SCALED    
 FE0274* NAVD 88     -       119.655  (meters)     392.57   (feet)  ADJUSTED  
 FE0274  ___________________________________________________________________
 FE0274  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0274  DYNAMIC HT  -         119.545 (meters)     392.21  (feet)  COMP
 FE0274  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE0274
 FE0274  VERT ORDER  -  FIRST     CLASS II
 FE0274
 FE0274.The horizontal coordinates were scaled from a topographic map and have
 FE0274.an estimated accuracy of +/- 6 seconds.
 FE0274
 FE0274.The orthometric height was determined by differential leveling
 FE0274.and adjusted by the National Geodetic Survey in June 1991..
 FE0274
 FE0274.The geoid height was determined by GEOID03.
 FE0274
 FE0274.The dynamic height is computed by dividing the NAVD 88
 FE0274.geopotential number by the normal gravity value computed on the
 FE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0274.degrees latitude (g = 980.6199 gals.).
 FE0274
 FE0274.The modeled gravity was interpolated from observed gravity values.
 FE0274
 FE0274;                    North         East    Units  Estimated Accuracy
 FE0274;SPC TN       -    83,480.      394,770.      MT  (+/- 180 meters Scaled)
 FE0274
 FE0274                          SUPERSEDED SURVEY CONTROL
 FE0274
 FE0274  NGVD 29 (??/??/??)  119.664  (m)          392.60   (f) ADJUSTED    1 2
 FE0274
 FE0274.Superseded values are not recommended for survey control.
 FE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0274.See file dsdata.txt to determine how the superseded data were derived.
 FE0274
 FE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD860809(NAD 83)
 FE0274_MARKER: DD = SURVEY DISK
 FE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0274_STAMPING: P K 4 1946
 FE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0274+STABILITY: SURFACE MOTION
 FE0274
 FE0274  HISTORY     - Date     Condition        Report By
 FE0274  HISTORY     - 1946     MONUMENTED       TVA
 FE0274  HISTORY     - 1947     GOOD             CGS
 FE0274  HISTORY     - 1949     GOOD             CGS
 FE0274
 FE0274                          STATION DESCRIPTION
 FE0274
 FE0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0274'AT PICKWICK DAM.
 FE0274'AT PICKWICK DAM, AT THE JUNCTION OF A ROAD LEADING SOUTH AND
 FE0274'AN EAST-WEST BLACK TOP ROAD PARALLELING THE TENNESSEE RIVER, 635
 FE0274'FEET SOUTHWEST OF THE BOTTOM STEP TO THE GUARD HOUSE ON THE
 FE0274'SOUTH SIDE OF THE LOCKS, 26 FEET SOUTH OF THE CENTER LINE OF
 FE0274'THE EAST-WEST ROAD, ABOUT IN LINE WITH THE ROAD LEADING SOUTH,
 FE0274'AND IN A TRIANGLE FORMED BY THE JUNCTION OF THE ROADS, 9 FEET
 FE0274'NORTH OF A SIGN GIVING DIRECTIONS TO DIFFERENT POINTS, ABOUT
 FE0274'LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 FE0274'PROJECTING 6 INCHES.
 FE0274
 FE0274                          STATION RECOVERY (1949)
 FE0274
 FE0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1565 ***********************************************************************
 GB1565  DESIGNATION -  PLAIN
 GB1565  PID         -  GB1565
 GB1565  STATE/COUNTY-  TN/CLAY
 GB1565  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1565
 GB1565                         *CURRENT SURVEY CONTROL
 GB1565  ___________________________________________________________________
 GB1565* NAD 83(1995)-  36 35 36.04460(N)    085 25 51.39331(W)     ADJUSTED  
 GB1565* NAVD 88     -       324.338  (meters)    1064.10   (feet)  ADJUSTED  
 GB1565  ___________________________________________________________________
 GB1565  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GB1565  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1565  DYNAMIC HT  -         324.059 (meters)    1063.18  (feet)  COMP
 GB1565  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1565
 GB1565  HORZ ORDER  -  SECOND
 GB1565  VERT ORDER  -  SECOND    CLASS 0
 GB1565
 GB1565.The horizontal coordinates were established by classical geodetic methods
 GB1565.and adjusted by the National Geodetic Survey in April 1999..
 GB1565
 GB1565.The orthometric height was determined by differential leveling
 GB1565.and adjusted by the National Geodetic Survey in June 1991..
 GB1565
 GB1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1565
 GB1565.The geoid height was determined by GEOID03.
 GB1565
 GB1565.The dynamic height is computed by dividing the NAVD 88
 GB1565.geopotential number by the normal gravity value computed on the
 GB1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1565.degrees latitude (g = 980.6199 gals.).
 GB1565
 GB1565.The modeled gravity was interpolated from observed gravity values.
 GB1565
 GB1565;                    North         East     Units Scale Factor Converg.
 GB1565;SPC TN       -   250,902.847   650,922.769   MT  1.00003611   +0 19 59.3
 GB1565;SPC TN       -   823,170.42  2,135,569.12   sFT  1.00003611   +0 19 59.3
 GB1565;SPC KY1Z     - 1,028,907.733 1,528,554.675   MT  1.00015322   +0 11 45.2
 GB1565;SPC KY1Z     - 3,375,674.79  5,014,933.13   sFT  1.00015322   +0 11 45.2
 GB1565;SPC KY S     -   528,902.919   528,551.112   MT  1.00002836   +0 11 36.6
 GB1565;SPC KY S     - 1,735,242.33  1,734,088.11   sFT  1.00002836   +0 11 36.6
 GB1565;UTM  16      - 4,050,908.252   640,353.622   MT  0.99984270   +0 56 07.9
 GB1565
 GB1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1565!SPC TN       -   0.99995390  x   1.00003611  =   0.99999000
 GB1565!SPC KY1Z     -   0.99995390  x   1.00015322  =   1.00010711
 GB1565!SPC KY S     -   0.99995390  x   1.00002836  =   0.99998225
 GB1565!UTM  16      -   0.99995390  x   0.99984270  =   0.99979660
 GB1565
 GB1565:                Primary Azimuth Mark                     Grid Az
 GB1565:SPC TN       -  PLAIN AZ MK                              001 15 11.1
 GB1565:SPC KY1Z     -  PLAIN AZ MK                              001 23 25.2
 GB1565:SPC KY S     -  PLAIN AZ MK                              001 23 33.8
 GB1565:UTM  16      -  PLAIN AZ MK                              000 39 02.5
 GB1565
 GB1565|---------------------------------------------------------------------|
 GB1565| PID    Reference Object                     Distance      Geod. Az  |
 GB1565|                                                           dddmmss.s |
 GB1565| GB1567 PLAIN AZ MK                                        0013510.4 |
 GB1565| GB1564 PLAIN RM 1                           11.080 METERS 17737     |
 GB1565| GB1566 PLAIN RM 2                           10.634 METERS 34853     |
 GB1565|---------------------------------------------------------------------|
 GB1565
 GB1565                          SUPERSEDED SURVEY CONTROL
 GB1565
 GB1565  NAD 83(1995)-  36 35 36.04496(N)    085 25 51.39363(W) AD(       ) 2
 GB1565  NAD 83(1995)-  36 35 36.05462(N)    085 25 51.39831(W) AD(       ) 2
 GB1565  NAD 83(1986)-  36 35 36.05538(N)    085 25 51.39823(W) AD(       ) 2
 GB1565  NAD 27      -  36 35 35.83132(N)    085 25 51.52021(W) AD(       ) 2
 GB1565  NGVD 29 (??/??/92)  324.443  (m)         1064.44   (f) ADJ UNCH    2 0
 GB1565
 GB1565.Superseded values are not recommended for survey control.
 GB1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1565.See file dsdata.txt to determine how the superseded data were derived.
 GB1565
 GB1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4035450908(NAD 83)
 GB1565_MARKER: DE = TRAVERSE STATION DISK
 GB1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1565_STAMPING: PLAIN 1966
 GB1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1565+STABILITY: SURFACE MOTION
 GB1565
 GB1565  HISTORY     - Date     Condition        Report By
 GB1565  HISTORY     - 1966     MONUMENTED       TNHD
 GB1565  HISTORY     - 1966     GOOD             TNHD
 GB1565
 GB1565                          STATION DESCRIPTION
 GB1565
 GB1565'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1565'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CELINA AND ABOUT 1
 GB1565'1-1/2 MILES SOUTH OF THE KENTUCKY-TENNESSEE STATE LINE.
 GB1565'
 GB1565'TO REACH THE STATION FROM THE STATE LINE, GO SOUTHERLY ON STATE ROUTE
 GB1565'53 FOR 2.15 MILES TO A POINT WHERE THE HIGHWAY TURNS RIGHT AND A
 GB1565'GRAVELED ROAD GOES STRAIGHT AHEAD.  GO STRAIGHT ON THE GRAVELED ROAD
 GB1565'FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT ON THE
 GB1565'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GB1565'ON THE GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE
 GB1565'RIGHT.
 GB1565'
 GB1565'THE STATION IS 10 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB1565'ROAD, 5 FEET EAST OF A 30-INCH HICKORY TREE, 4.2 FEET SOUTH OF A
 GB1565'METAL WITNESS POST AND SIGN AND 1 FOOT EAST OF A FENCE.  THE SURFACE
 GB1565'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1565'DISKS AND THE DISKS ARE STAMPED PLAIN 1966.  THE UNDERGROUND MARK IS
 GB1565'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN THE
 GB1565'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1565'
 GB1565'REFERENCE MARK NO. 1 IS 9 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB1565'GRAVELED ROAD AND 1 FOOT EAST OF THE FENCE.  IT IS A STANDARD
 GB1565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1565'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED PLAIN
 GB1565'RM-1 1966.
 GB1565'
 GB1565'REFERENCE MARK NO. 2 IS 9 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB1565'GRAVELED ROAD AND 1 FOOT EAST OF THE FENCE.  IT IS A STANDARD
 GB1565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1565'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED PLAIN RM-2
 GB1565'1966.
 GB1565'
 GB1565'THE AZIMUTH MARK IS 12 FEET EAST OF THE APPROXIMATE CENTER OF A
 GB1565'GRAVELED ROAD, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GB1565'GRAVELED DRIVE, 2.6 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN
 GB1565'AND 1 FOOT WEST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB1565'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1565'MONUMENT AND THE DISK IS STAMPED PLAIN AZI 1966.
 GB1565'
 GB1565'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1565'
 GB1565'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1565
 GB1565                          STATION RECOVERY (1966)
 GB1565
 GB1565'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1565'5 MI NE FROM CELINA.
 GB1565'FROM THE KENTUCKY-TENNESSEE STATE LINE, GO SOUTHWESTERLY ON
 GB1565'STATE ROUTE 53 FOR 2.2 MILES TO A POINT WHERE THE HIGHWAY TURNS
 GB1565'RIGHT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.  GO STRAIGHT
 GB1565'AND FOLLOW THE GRAVELED ROAD SOUTHERLY FOR 0.45 MILE TO THE
 GB1565'MARK ON THE RIGHT, 10 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB1565'GRAVELED ROAD, 5 FEET EAST OF A 30-INCH HICKORY TREE, 4.2 FEET SOUTH
 GB1565'OF A METAL WITNESS POST AND SIGN AND 1 FOOT EAST OF A WIRE
 GB1565'FENCE.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1565'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1567 ***********************************************************************
 GB1567  DESIGNATION -  PLAIN AZ MK
 GB1567  PID         -  GB1567
 GB1567  STATE/COUNTY-  TN/CLAY
 GB1567  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1567
 GB1567                         *CURRENT SURVEY CONTROL
 GB1567  ___________________________________________________________________
 GB1567* NAD 83(1986)-  36 35 45.     (N)    085 25 50.     (W)     SCALED    
 GB1567* NAVD 88     -       323.380  (meters)    1060.96   (feet)  ADJUSTED  
 GB1567  ___________________________________________________________________
 GB1567  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1567  DYNAMIC HT  -         323.103 (meters)    1060.05  (feet)  COMP
 GB1567  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GB1567
 GB1567  VERT ORDER  -  SECOND    CLASS 0
 GB1567
 GB1567.The horizontal coordinates were scaled from a topographic map and have
 GB1567.an estimated accuracy of +/- 6 seconds.
 GB1567
 GB1567.The orthometric height was determined by differential leveling
 GB1567.and adjusted by the National Geodetic Survey in June 1991..
 GB1567
 GB1567.The geoid height was determined by GEOID03.
 GB1567
 GB1567.The dynamic height is computed by dividing the NAVD 88
 GB1567.geopotential number by the normal gravity value computed on the
 GB1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1567.degrees latitude (g = 980.6199 gals.).
 GB1567
 GB1567.The modeled gravity was interpolated from observed gravity values.
 GB1567
 GB1567;                    North         East    Units  Estimated Accuracy
 GB1567;SPC TN       -   251,180.      650,960.      MT  (+/- 180 meters Scaled)
 GB1567
 GB1567                          SUPERSEDED SURVEY CONTROL
 GB1567
 GB1567  NGVD 29 (??/??/??)  323.54   (m)         1061.5    (f) RESET       3  
 GB1567
 GB1567.Superseded values are not recommended for survey control.
 GB1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1567.See file dsdata.txt to determine how the superseded data were derived.
 GB1567
 GB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF403511(NAD 83)
 GB1567_MARKER: DR = REFERENCE MARK DISK
 GB1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1567_STAMPING: PLAIN AZ 1966
 GB1567_MARK LOGO: TNHD  
 GB1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1567+STABILITY: SURFACE MOTION
 GB1567
 GB1567  HISTORY     - Date     Condition        Report By
 GB1567  HISTORY     - 1966     MONUMENTED       TNHD
 GB1567
 GB1567                          STATION DESCRIPTION
 GB1567
 GB1567'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1567'5 MI NE FROM CELINA.
 GB1567'FROM THE KENTUCKY-TENNESSEE STATE LINE, GO SOUTHWESTERLY ON
 GB1567'STATE ROUTE 53 FOR 2.2 MILES TO A POINT WHERE THE HIGHWAY
 GB1567'TURNS RIGHT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.  GO STRAIGHT
 GB1567'AND FOLLOW THE GRAVELED ROAD SOUTHERLY FOR 0.25 MILE TO THE
 GB1567'MARK ON THE LEFT, 12 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB1567'GRAVELED ROAD, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GB1567'GRAVELED DRIE, 2.6 FEET NORTHWEST OF A METAL WITNESS POST
 GB1567'AND SIGN AND 1 FOOT WEST OF A FENCE.  THE DISK IS SET IN THE
 GB1567'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1564 ***********************************************************************
 GB1564  DESIGNATION -  PLAIN RM 1
 GB1564  PID         -  GB1564
 GB1564  STATE/COUNTY-  TN/CLAY
 GB1564  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1564
 GB1564                         *CURRENT SURVEY CONTROL
 GB1564  ___________________________________________________________________
 GB1564* NAD 83(1986)-  36 35 36.     (N)    085 25 51.     (W)     SCALED    
 GB1564* NAVD 88     -       324.590  (meters)    1064.93   (feet)  ADJUSTED  
 GB1564  ___________________________________________________________________
 GB1564  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1564  DYNAMIC HT  -         324.311 (meters)    1064.01  (feet)  COMP
 GB1564  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1564
 GB1564  VERT ORDER  -  SECOND    CLASS 0
 GB1564
 GB1564.The horizontal coordinates were scaled from a topographic map and have
 GB1564.an estimated accuracy of +/- 6 seconds.
 GB1564
 GB1564.The orthometric height was determined by differential leveling
 GB1564.and adjusted by the National Geodetic Survey in June 1991..
 GB1564
 GB1564.The geoid height was determined by GEOID03.
 GB1564
 GB1564.The dynamic height is computed by dividing the NAVD 88
 GB1564.geopotential number by the normal gravity value computed on the
 GB1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1564.degrees latitude (g = 980.6199 gals.).
 GB1564
 GB1564.The modeled gravity was interpolated from observed gravity values.
 GB1564
 GB1564;                    North         East    Units  Estimated Accuracy
 GB1564;SPC TN       -   250,900.      650,930.      MT  (+/- 180 meters Scaled)
 GB1564
 GB1564                          SUPERSEDED SURVEY CONTROL
 GB1564
 GB1564  NGVD 29 (??/??/92)  324.695  (m)         1065.27   (f) ADJ UNCH    2 0
 GB1564
 GB1564.Superseded values are not recommended for survey control.
 GB1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1564.See file dsdata.txt to determine how the superseded data were derived.
 GB1564
 GB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF403509(NAD 83)
 GB1564_MARKER: DR = REFERENCE MARK DISK
 GB1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1564_STAMPING: PLAIN RM-1 1966
 GB1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1564+STABILITY: SURFACE MOTION
 GB1564
 GB1564  HISTORY     - Date     Condition        Report By
 GB1564  HISTORY     - 1966     MONUMENTED       TNHD
 GB1564
 GB1564                          STATION DESCRIPTION
 GB1564
 GB1564'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1564'5 MI NE FROM CELINA.
 GB1564'AT THE PLAIN 1966 STATION SITE, 36.35 FEET SOUTH OF THE STATION
 GB1564'MARK, 9 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB1564'ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE DISK IS SET IN THE
 GB1564'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1566 ***********************************************************************
 GB1566  DESIGNATION -  PLAIN RM 2
 GB1566  PID         -  GB1566
 GB1566  STATE/COUNTY-  TN/CLAY
 GB1566  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1566
 GB1566                         *CURRENT SURVEY CONTROL
 GB1566  ___________________________________________________________________
 GB1566* NAD 83(1986)-  36 35 36.     (N)    085 25 51.     (W)     SCALED    
 GB1566* NAVD 88     -       323.994  (meters)    1062.97   (feet)  ADJUSTED  
 GB1566  ___________________________________________________________________
 GB1566  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1566  DYNAMIC HT  -         323.716 (meters)    1062.06  (feet)  COMP
 GB1566  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1566
 GB1566  VERT ORDER  -  SECOND    CLASS 0
 GB1566
 GB1566.The horizontal coordinates were scaled from a topographic map and have
 GB1566.an estimated accuracy of +/- 6 seconds.
 GB1566
 GB1566.The orthometric height was determined by differential leveling
 GB1566.and adjusted by the National Geodetic Survey in June 1991..
 GB1566
 GB1566.The geoid height was determined by GEOID03.
 GB1566
 GB1566.The dynamic height is computed by dividing the NAVD 88
 GB1566.geopotential number by the normal gravity value computed on the
 GB1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1566.degrees latitude (g = 980.6199 gals.).
 GB1566
 GB1566.The modeled gravity was interpolated from observed gravity values.
 GB1566
 GB1566;                    North         East    Units  Estimated Accuracy
 GB1566;SPC TN       -   250,900.      650,930.      MT  (+/- 180 meters Scaled)
 GB1566
 GB1566                          SUPERSEDED SURVEY CONTROL
 GB1566
 GB1566  NGVD 29 (??/??/92)  324.099  (m)         1063.31   (f) ADJ UNCH    2 0
 GB1566
 GB1566.Superseded values are not recommended for survey control.
 GB1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1566.See file dsdata.txt to determine how the superseded data were derived.
 GB1566
 GB1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF403509(NAD 83)
 GB1566_MARKER: DR = REFERENCE MARK DISK
 GB1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1566_STAMPING: PLAIN RM-2 1966
 GB1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1566+STABILITY: SURFACE MOTION
 GB1566
 GB1566  HISTORY     - Date     Condition        Report By
 GB1566  HISTORY     - 1966     MONUMENTED       TNHD
 GB1566
 GB1566                          STATION DESCRIPTION
 GB1566
 GB1566'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1566'5 MI NE FROM CELINA.
 GB1566'AT THE PLAIN 1966 STATION SITE, 34.89 FEET NORTH OF THE STATION
 GB1566'MARK, 9 FOOT WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GB1566'AND 1 FOOT EAST OF A WIRE FENCE.  THE DISK IS SET IN THE TOP
 GB1566'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0917 ***********************************************************************
 FC0917  DESIGNATION -  PLANT
 FC0917  PID         -  FC0917
 FC0917  STATE/COUNTY-  TN/ROANE
 FC0917  USGS QUAD   -  HARRIMAN (1980)
 FC0917
 FC0917                         *CURRENT SURVEY CONTROL
 FC0917  ___________________________________________________________________
 FC0917* NAD 83(1995)-  35 53 15.50473(N)    084 31 11.40173(W)     ADJUSTED  
 FC0917* NAVD 88     -       255.943  (meters)     839.71   (feet)  ADJUSTED  
 FC0917  ___________________________________________________________________
 FC0917  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 FC0917  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0917  DYNAMIC HT  -         255.707 (meters)     838.93  (feet)  COMP
 FC0917  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FC0917
 FC0917  HORZ ORDER  -  THIRD
 FC0917  VERT ORDER  -  SECOND    CLASS 0
 FC0917
 FC0917.The horizontal coordinates were established by classical geodetic methods
 FC0917.and adjusted by the National Geodetic Survey in April 1999..
 FC0917
 FC0917.The orthometric height was determined by differential leveling
 FC0917.and adjusted by the National Geodetic Survey in June 1991..
 FC0917
 FC0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0917
 FC0917.The geoid height was determined by GEOID03.
 FC0917
 FC0917.The dynamic height is computed by dividing the NAVD 88
 FC0917.geopotential number by the normal gravity value computed on the
 FC0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0917.degrees latitude (g = 980.6199 gals.).
 FC0917
 FC0917.The modeled gravity was interpolated from observed gravity values.
 FC0917
 FC0917;                    North         East     Units Scale Factor Converg.
 FC0917;SPC TN       -   173,459.418   733,634.365   MT  0.99994884   +0 51 59.6
 FC0917;SPC TN       -   569,091.44  2,406,932.08   sFT  0.99994884   +0 51 59.6
 FC0917;UTM  16      - 3,974,327.589   723,870.190   MT  1.00021760   +1 27 16.1
 FC0917
 FC0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0917!SPC TN       -   0.99996458  x   0.99994884  =   0.99991343
 FC0917!UTM  16      -   0.99996458  x   1.00021760  =   1.00018218
 FC0917
 FC0917:                Primary Azimuth Mark                     Grid Az
 FC0917:SPC TN       -  KINGSTON POWER PLANT TANK                020 38 08.1
 FC0917:UTM  16      -  KINGSTON POWER PLANT TANK                020 02 51.6
 FC0917
 FC0917|---------------------------------------------------------------------|
 FC0917| PID    Reference Object                     Distance      Geod. Az  |
 FC0917|                                                           dddmmss.s |
 FC0917| FC1806 KINGSTON POWER PLANT TANK           APPROX. 1.4 KM 0213007.7 |
 FC0917| FC0916 PLANT RM 1                           10.025 METERS 11722     |
 FC0917| FC0914 STEAM                               APPROX. 0.7 KM 3000224.6 |
 FC0917| FC0918 PLANT RM 2                            8.360 METERS 30933     |
 FC0917|---------------------------------------------------------------------|
 FC0917
 FC0917                          SUPERSEDED SURVEY CONTROL
 FC0917
 FC0917  NAD 83(1995)-  35 53 15.51410(N)    084 31 11.40131(W) AD(       ) 3
 FC0917  NAD 83(1986)-  35 53 15.51966(N)    084 31 11.39930(W) AD(       ) 3
 FC0917  NAD 27      -  35 53 15.24700(N)    084 31 11.65290(W) AD(       ) 3
 FC0917  NGVD 29 (??/??/92)  256.053  (m)          840.07   (f) ADJ UNCH    2 0
 FC0917
 FC0917.Superseded values are not recommended for survey control.
 FC0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0917.See file dsdata.txt to determine how the superseded data were derived.
 FC0917
 FC0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2387074328(NAD 83)
 FC0917_MARKER: DR = REFERENCE MARK DISK
 FC0917_SETTING: 66 = SET IN ROCK OUTCROP
 FC0917_SP_SET: BEDROCK
 FC0917_STAMPING: PLANT 1960
 FC0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0917+STABILITY: POSITION/ELEVATION WELL
 FC0917
 FC0917  HISTORY     - Date     Condition        Report By
 FC0917  HISTORY     - 1960     MONUMENTED       CGS
 FC0917  HISTORY     - 1960     GOOD             CGS
 FC0917  HISTORY     - 1972     GOOD             TVA
 FC0917
 FC0917                          STATION DESCRIPTION
 FC0917
 FC0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0917'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE KINGSTON STEAM
 FC0917'PLANT, ABOUT 1 MILE NORTH OF KINGSTON AND ON THE NORTH SIDE
 FC0917'OF THE INTERSTATE HIGHWAY.
 FC0917'
 FC0917'TO REACH THE STATION FROM THE SOUTHEAST END OF THE WATTS BAR LAKE
 FC0917'BRIDGE, WHICH IS ABOUT 1 MILE WEST OF KINGSTON, GO NORTHEAST
 FC0917'FOR 0.05 MILE TO THE INTESTATE HIGHWAY, TURN RIGHT, SOUTHERLY, FOR
 FC0917'0.15 MILE TO THE STATION ON THE LEFT.
 FC0917'
 FC0917'STATION MARK IS 36 FEET NORTHEAST OF A HIGHWAY CUT, 4.3 FEET WEST OF
 FC0917'A WITNESS SIGN AND 4 FEET SOUTHWEST OF A HIGHWAY
 FC0917'RIGHT-OF-WAY FENCE. THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN
 FC0917'A DRILL HOLE IN BEDROCK, WHICH IS 12 INCHES BELOW THE SURFACE,
 FC0917'AND IS STAMPED PLANT 1960.
 FC0917'
 FC0917'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 FC0917'FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION. THE MARK IS A
 FC0917'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED PLANT
 FC0917'NO 1 1960.
 FC0917'
 FC0917'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A HIGHWAY RIGHT-OF-WAY FENCE
 FC0917'AND ABOUT 1 FOOT HIGHER THAN THE STATION. THE MARK IS A STANDARD
 FC0917'DISK CEMENTED IN A DRILL HOLE IN A 6 INCH SQUARE HIGHWAY MONUMENT,
 FC0917'WHICH PROJECTS 13 INCHES, AND IS STAMPED PLANT NO 2 1960.
 FC0917'
 FC0917'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, TRAVERSE STATION
 FC0917'STEAM WILL SERVE AS THE AZIMUTH MARK.
 FC0917'
 FC0917'HEIGHT OF LIGHT ABOVE STATION MARK 20.1 METERS.
 FC0917
 FC0917                          STATION RECOVERY (1960)
 FC0917
 FC0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0917'1.6 MI NW FROM KINGSTON.
 FC0917'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0917'FOR 0.8 MILE, THEN 0.8 MILE NORTHWEST ON INTERSTATE HIGHWAY 40
 FC0917'TO A CUT.  THE STATION IS LOCATED ABOUT 0.15 MILE SOUTHEAST
 FC0917'OF A BRIDGE OVER THE CLINCH RIVER, AT THE CREST OF A CUT ON
 FC0917'THE NORTH SIDE OF INTERSTATE HIGHWAY 40.  THE STATION MARK IS
 FC0917'36 FT. NORTHEAST OF A HIGHWAY CUT, 4.3 FT. WEST OF A WITNESS
 FC0917'SIGN, AND 4 FT. SOUTHWEST OF A RIGHT-OF-WAY FENCE.  THE DISK
 FC0917'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 12 INCHES BELOW
 FC0917'THE SURFACE OF THE GROUND.
 FC0917
 FC0917                          STATION RECOVERY (1972)
 FC0917
 FC0917'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0917'PLANT 1960 REPORTED IN GOOD CONDITION.
 FC0917'
 FC0917'DESCRIPTIONS GOOD.
 FC0917'
 FC0917'RM 1 1960 REPORTED IN GOOD CONDITION.
 FC0917'
 FC0917'DESCRIPTIONS GOOD.
 FC0917'
 FC0917'RM 2 1960 REPORTED IN GOOD CONDITION.
 FC0917'
 FC0917'DESCRIPTIONS GOOD.
 FC0917'
 FC0917'DISTANCE AND DIRECTION FROM NEAREST TOWN NW OF KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0916 ***********************************************************************
 FC0916  DESIGNATION -  PLANT RM 1
 FC0916  PID         -  FC0916
 FC0916  STATE/COUNTY-  TN/ROANE
 FC0916  USGS QUAD   -  HARRIMAN (1980)
 FC0916
 FC0916                         *CURRENT SURVEY CONTROL
 FC0916  ___________________________________________________________________
 FC0916* NAD 83(1986)-  35 53 15.     (N)    084 31 11.     (W)     SCALED    
 FC0916* NAVD 88     -       255.796  (meters)     839.22   (feet)  ADJUSTED  
 FC0916  ___________________________________________________________________
 FC0916  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0916  DYNAMIC HT  -         255.560 (meters)     838.45  (feet)  COMP
 FC0916  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FC0916
 FC0916  VERT ORDER  -  SECOND    CLASS 0
 FC0916
 FC0916.The horizontal coordinates were scaled from a topographic map and have
 FC0916.an estimated accuracy of +/- 6 seconds.
 FC0916
 FC0916.The orthometric height was determined by differential leveling
 FC0916.and adjusted by the National Geodetic Survey in June 1991..
 FC0916
 FC0916.The geoid height was determined by GEOID03.
 FC0916
 FC0916.The dynamic height is computed by dividing the NAVD 88
 FC0916.geopotential number by the normal gravity value computed on the
 FC0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0916.degrees latitude (g = 980.6199 gals.).
 FC0916
 FC0916.The modeled gravity was interpolated from observed gravity values.
 FC0916
 FC0916;                    North         East    Units  Estimated Accuracy
 FC0916;SPC TN       -   173,440.      733,650.      MT  (+/- 180 meters Scaled)
 FC0916
 FC0916                          SUPERSEDED SURVEY CONTROL
 FC0916
 FC0916  NGVD 29 (??/??/92)  255.906  (m)          839.58   (f) ADJ UNCH    2 0
 FC0916
 FC0916.Superseded values are not recommended for survey control.
 FC0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0916.See file dsdata.txt to determine how the superseded data were derived.
 FC0916
 FC0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE238743(NAD 83)
 FC0916_MARKER: DR = REFERENCE MARK DISK
 FC0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0916_STAMPING: PLANT NO 1 1960
 FC0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0916+STABILITY: SURFACE MOTION
 FC0916
 FC0916  HISTORY     - Date     Condition        Report By
 FC0916  HISTORY     - 1960     MONUMENTED       CGS
 FC0916
 FC0916                          STATION DESCRIPTION
 FC0916
 FC0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0916'1.6 MI NW FROM KINGSTON.
 FC0916'THIS MARK IS LOCATED AT THE PLANT 1960 STATION SITE, 33 FT.
 FC0916'SOUTHEAST OF THE STATION MARK, 28.7 FT. SOUTHEAST OF A WITNESS
 FC0916'SIGN, AND 1 FT. SOUTHWEST OF A RIGHT-OF-WAY FENCE.  THE DISK
 FC0916'IS SET IN TOP OF A CONCRETE POST, THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0918 ***********************************************************************
 FC0918  DESIGNATION -  PLANT RM 2
 FC0918  PID         -  FC0918
 FC0918  STATE/COUNTY-  TN/ROANE
 FC0918  USGS QUAD   -  HARRIMAN (1980)
 FC0918
 FC0918                         *CURRENT SURVEY CONTROL
 FC0918  ___________________________________________________________________
 FC0918* NAD 83(1986)-  35 53 15.     (N)    084 31 11.     (W)     SCALED    
 FC0918* NAVD 88     -       256.575  (meters)     841.78   (feet)  ADJUSTED  
 FC0918  ___________________________________________________________________
 FC0918  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0918  DYNAMIC HT  -         256.338 (meters)     841.00  (feet)  COMP
 FC0918  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FC0918
 FC0918  VERT ORDER  -  SECOND    CLASS 0
 FC0918
 FC0918.The horizontal coordinates were scaled from a topographic map and have
 FC0918.an estimated accuracy of +/- 6 seconds.
 FC0918
 FC0918.The orthometric height was determined by differential leveling
 FC0918.and adjusted by the National Geodetic Survey in June 1991..
 FC0918
 FC0918.The geoid height was determined by GEOID03.
 FC0918
 FC0918.The dynamic height is computed by dividing the NAVD 88
 FC0918.geopotential number by the normal gravity value computed on the
 FC0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0918.degrees latitude (g = 980.6199 gals.).
 FC0918
 FC0918.The modeled gravity was interpolated from observed gravity values.
 FC0918
 FC0918;                    North         East    Units  Estimated Accuracy
 FC0918;SPC TN       -   173,440.      733,650.      MT  (+/- 180 meters Scaled)
 FC0918
 FC0918                          SUPERSEDED SURVEY CONTROL
 FC0918
 FC0918  NGVD 29 (??/??/92)  256.685  (m)          842.14   (f) ADJ UNCH    2 0
 FC0918
 FC0918.Superseded values are not recommended for survey control.
 FC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0918.See file dsdata.txt to determine how the superseded data were derived.
 FC0918
 FC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE238743(NAD 83)
 FC0918_MARKER: DR = REFERENCE MARK DISK
 FC0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0918_SP_SET: MONUMENT
 FC0918_STAMPING: PLANT NO 2 1960
 FC0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0918
 FC0918  HISTORY     - Date     Condition        Report By
 FC0918  HISTORY     - 1960     MONUMENTED       CGS
 FC0918
 FC0918                          STATION DESCRIPTION
 FC0918
 FC0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0918'1.6 MI NW FROM KINGSTON.
 FC0918'THIS MARK IS LOCATED AT THE PLANT 1960 STATION SITE, 27.4 FT.
 FC0918'NORTHWEST OF THE STATION MARK, 31.5 FT. NORTHWEST OF A WITNESS
 FC0918'SIGN, AND 1 FT. NORTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS
 FC0918'CEMENTED IN A DRILL HOLE IN TOP OF 6 INCH SQUARE HIGHWAY
 FC0918'MONUMENT, WHICH PROJECTS 13 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1626 ***********************************************************************
 FD1626  DESIGNATION -  PLEASANT
 FD1626  PID         -  FD1626
 FD1626  STATE/COUNTY-  TN/PERRY
 FD1626  USGS QUAD   -  PLEASANTVILLE (1968)
 FD1626
 FD1626                         *CURRENT SURVEY CONTROL
 FD1626  ___________________________________________________________________
 FD1626* NAD 83(1995)-  35 39 21.99880(N)    087 44 00.84711(W)     ADJUSTED  
 FD1626* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 FD1626  ___________________________________________________________________
 FD1626  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FD1626  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD1626
 FD1626  HORZ ORDER  -  SECOND
 FD1626
 FD1626.The horizontal coordinates were established by classical geodetic methods
 FD1626.and adjusted by the National Geodetic Survey in April 1999..
 FD1626
 FD1626.The orthometric height was scaled from a topographic map.
 FD1626
 FD1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1626
 FD1626.The geoid height was determined by GEOID03.
 FD1626
 FD1626;                    North         East     Units Scale Factor Converg.
 FD1626;SPC TN       -   148,151.071   443,034.833   MT  0.99995320   -1 00 53.6
 FD1626;SPC TN       -   486,058.97  1,453,523.45   sFT  0.99995320   -1 00 53.6
 FD1626;UTM  16      - 3,946,054.998   433,598.770   MT  0.99965433   -0 25 39.5
 FD1626
 FD1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1626!SPC TN       -   0.99996566  x   0.99995320  =   0.99991886
 FD1626!UTM  16      -   0.99996566  x   0.99965433  =   0.99962000
 FD1626
 FD1626:                Primary Azimuth Mark                     Grid Az
 FD1626:SPC TN       -  PLEASANT AZ MK                           233 17 56.6
 FD1626:UTM  16      -  PLEASANT AZ MK                           232 42 42.5
 FD1626
 FD1626|---------------------------------------------------------------------|
 FD1626| PID    Reference Object                     Distance      Geod. Az  |
 FD1626|                                                           dddmmss.s |
 FD1626| CG6358 PLEASANT AZ MK                                     2321703.0 |
 FD1626| CG6360 PLEASANT RM 2                        61.213 METERS 26843     |
 FD1626| CG6359 PLEASANT RM 1                        52.426 METERS 35331     |
 FD1626|---------------------------------------------------------------------|
 FD1626
 FD1626                          SUPERSEDED SURVEY CONTROL
 FD1626
 FD1626  NAD 83(1995)-  35 39 22.00194(N)    087 44 00.84974(W) AD(       ) 2
 FD1626  NAD 83(1986)-  35 39 22.00932(N)    087 44 00.84774(W) AD(       ) 2
 FD1626  NAD 27      -  35 39 21.76500(N)    087 44 00.76700(W) AD(       ) 2
 FD1626
 FD1626.Superseded values are not recommended for survey control.
 FD1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1626.See file dsdata.txt to determine how the superseded data were derived.
 FD1626
 FD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3359946055(NAD 83)
 FD1626_MARKER: DS = TRIANGULATION STATION DISK
 FD1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1626
 FD1626  HISTORY     - Date     Condition        Report By
 FD1626  HISTORY     - 1934     MONUMENTED       CGS
 FD1626  HISTORY     - 1962     GOOD             CGS
 FD1626
 FD1626                          STATION DESCRIPTION
 FD1626
 FD1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1626'ABOUT 7.1 MILES NORTHEAST OF LINDEN, ON TOP OF BANK, IN SMALL CLEARED
 FD1626'SPACE, ABOUT 40
 FD1626'FEET ABOVE AND ABOUT 100 FEET SOUTHEAST OF CENTER
 FD1626'LINE OF STATE ROUTE 100, 145 FEET
 FD1626'SOUTH OF HICKMAN- PERRY COUNTY-LINE
 FD1626'MARK, 19.1 FEET SOUTHEAST OF EDGE OF BANK, AND 13.7
 FD1626'FEET EAST OF 4-
 FD1626'BY 4-INCH CONCRETE RIGHT-OF-WAY MARKER.  SURFACE AND UNDERGROUND
 FD1626'MARKS ARE STANDARD
 FD1626'REFERENCE DISKS IN CONCRETE.
 FD1626'REFERENCE MARKS ARE STANDARD
 FD1626'REFERENCE DISKS IN CONCRETE.
 FD1626'NO 1 IS ON TOP OF BANK ON OPPOSITE SIDE OF ROAD
 FD1626'FROM STATION, ON
 FD1626'RIGHT-OF-WAY OF HIGHWAY, 28 FEET ABOVE AND 40 FEET (SLOPE
 FD1626'DISTANCE) FROM
 FD1626'CENTER LINE OF ROAD, 25 FEET NORTHEAST OF TELEPHONE POLE, AND
 FD1626'172.0 FEET FROM STATION
 FD1626'N 06 DEG 29 MIN W. NO 2 IS ON RIGHT-
 FD1626'OF-WAY OF HIGHWAY, ON OPPOSITE SIDE FROM
 FD1626'STATION, 45 FEET ABOVE AND
 FD1626'50 FEET (SLOPE DISTANCE) FROM CENTER LINE OF ROAD, 26 FEET
 FD1626'NORTHWEST OF
 FD1626'TELEPHONE POLE, AND 200.83 FEET FROM STATION S 88 DEG 43 MIN W.
 FD1626'AZIMUTH MARK IS
 FD1626'STANDARD REFERENCE DISK IN OUTCROPPING BEDROCK,
 FD1626'13 FEET ABOVE AND 20 FEET
 FD1626'(SLOPE DISTANCE) WEST OF CENTER
 FD1626'LINE OF ROUTE 100, 28 FEET NORTHEAST OF 18-INCH BLACK-
 FD1626'OAK TREE, AND
 FD1626'0.55 MILE FROM STATION S 52 DEG 17 MIN W.
 FD1626
 FD1626                          STATION RECOVERY (1962)
 FD1626
 FD1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1626'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1626'DUE TO MANY CHANGES IN THE HIGHWAYS IN THIS AREA, THE ORIGINAL
 FD1626'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING
 FD1626'IS A NEW AND COMPLETE DESCRIPTION.
 FD1626'
 FD1626'THE STATION IS ON THE NUNNELLY TRACT ON COUNTY LINE RIDGE, ON TOP OF
 FD1626'THE SOUTHEAST BANK
 FD1626'EAST OF A DEEP HIGHWAY CUT ON STATE ROUTE 100 ABOUT
 FD1626'7.1 MILES NORTHEAST OF LINDEN.
 FD1626'
 FD1626'TO REACH FROM THE SOUTHEAST CORNER OF THE PERRY COUNTY COURTHOUSE
 FD1626'SQUARE ABOUT 0.2 MILE EAST
 FD1626'OF THE POST OFFICE IN LINDEN, GO EAST AND NORTHEAST ON
 FD1626'STATE ROUTES 100 AND 20 FOR 0.6
 FD1626'MILE TO THE JUNCTION OF STATE ROUTE
 FD1626'13.  HERE CONTINUE NORTHERLY ON STATE ROUTES 100
 FD1626'AND 20 FOR 2.8 MILES
 FD1626'TO WHERE STATE ROUTE 20 BEARS RIGHT, CONTINUE NORTHEASTERLY ON
 FD1626'STATE ROUTE 100
 FD1626'FOR 3.5 MILES TO A ROCK OUTCROP ON THE LEFT AND THE AZIMUTH
 FD1626'MARK AS DESCRIBED.  CONTINUE
 FD1626'NORTHEAST FOR 0.6 MILE TO A DEEP HIGHWAY
 FD1626'CUT, THE PERRY-HICKMAN COUNTY LINE, AND THE
 FD1626'STATION ON THE RIGHT AT
 FD1626'THE TOP OF THE BANK AS DESCRIBED.  FROM THE EAST END OF THE
 FD1626'HIGHWAY CUT PACK
 FD1626'RIGHT TO THE TOP OF THE BANK THEN SHARP RIGHT ALONG THE EDGE
 FD1626'FOR ABOUT 100 YARDS TO THE
 FD1626'STATION.
 FD1626'
 FD1626'THE STATION IS ABOUT 100 FEET SOUTHEAST AND 40 FEET ABOVE THE CENTER
 FD1626'OF THE HIGHWAY, 40 FEET
 FD1626'NORTHWEST OF A 10-INCH, TRIANGLE BLAZED OAK TREE, 24
 FD1626'FEET SOUTHWEST OF AN 8-INCH,
 FD1626'TRIANGLE BLAZED OAK TREE, 14 FEET EAST
 FD1626'OF A CONCRETE RIGHT-OF-WAY MARKER, 9 FEET
 FD1626'NORTHEAST OF A DEAD TREE
 FD1626'WITH A WHITE PAINTED BLAZE, AND 0.8 OF A FOOT WEST OF A
 FD1626'METAL WITNESS POST
 FD1626'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1626'ROUND, CONCRETE
 FD1626'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 FD1626'STAMPED PLEASANT 1934.
 FD1626'
 FD1626'REFERENCE MARK NO 1 IS ACROSS THE HIGHWAY NORTH OF THE STATION ON TOP
 FD1626'OF THE HIGHWAY CUT, 16
 FD1626'FEET SOUTHEAST OF A 6-INCH, TRIANGLE BLAZED OAK TREE,
 FD1626'12 FEET EAST OF A 6-INCH, TRIANGLE
 FD1626'BLAZED OAK TREE, 5 FEET NORTHWEST
 FD1626'OF A METAL WITNESS POST AND TVA SIGN AT THE EDGE OF
 FD1626'THE BANK, AND 3.5
 FD1626'FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS A STANDARD
 FD1626'DISK SET IN THE
 FD1626'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1626'PROJECTS 8 INCHES AND THE DISK IS
 FD1626'STAMPED PLEASANT NO 1 1934.
 FD1626'
 FD1626'REFERENCE MARK NO 2 IS ACROSS THE HIGHWAY WEST OF THE STATION ON THE
 FD1626'TOP OF THE HIGHWAY CUT, 38
 FD1626'FEET NORTHEAST OF A 14-INCH, TRIANGLE BLAZED OAK
 FD1626'TREE, 31 FEET SOUTHWEST OF A
 FD1626'CONCRETE RIGHT-OF-WAY MARKER, 23 FEET
 FD1626'SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED OAK
 FD1626'TREE, AND 5.7 FEET
 FD1626'NORTHWEST OF A METAL WITNESS POST AND TVA SIGN AT EDGE OF THE
 FD1626'BANK.  IT IS A
 FD1626'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1626'MONUMENT THAT PROJECTS 12
 FD1626'INCHES AND THE DISK IS STAMPED PLEASANT NO
 FD1626'2 1934.
 FD1626'
 FD1626'THE AZIMUTH MARK IS 37 FEET EAST OF A 20-INCH GUM TREE WITH A WHITE
 FD1626'PAINT BLAZE, 24 FEET
 FD1626'SOUTHEAST OF A 20-INCH GUM TREE WITH A WHITE PAINT
 FD1626'BLAZE AND 20 FEET (SLOPE)
 FD1626'NORTHWEST AND 13 FEET ABOVE THE APPROXIMATE
 FD1626'CENTER OF STATE ROUTE 100.  IT IS A STANDARD
 FD1626'REFERENCE MARK DISK
 FD1626'CEMENTED IN A DEPRESSION IN OUTCROPPING BEDROCK AND THE DISK IS
 FD1626'STAMPED PLEASANT AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2522 ***********************************************************************
 GC2522  DESIGNATION -  PLEASANT
 GC2522  PID         -  GC2522
 GC2522  STATE/COUNTY-  TN/CHEATHAM
 GC2522  USGS QUAD   -  ASHLAND CITY (1987)
 GC2522
 GC2522                         *CURRENT SURVEY CONTROL
 GC2522  ___________________________________________________________________
 GC2522* NAD 83(1995)-  36 20 40.27831(N)    087 02 54.97676(W)     ADJUSTED  
 GC2522* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 GC2522  ___________________________________________________________________
 GC2522  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GC2522  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2522
 GC2522  HORZ ORDER  -  THIRD
 GC2522
 GC2522.The horizontal coordinates were established by classical geodetic methods
 GC2522.and adjusted by the National Geodetic Survey in April 1999..
 GC2522
 GC2522.The orthometric height was scaled from a topographic map.
 GC2522
 GC2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2522
 GC2522.The geoid height was determined by GEOID03.
 GC2522
 GC2522;                    North         East     Units Scale Factor Converg.
 GC2522;SPC TN       -   223,647.367   505,869.811   MT  0.99998800   -0 36 50.0
 GC2522;SPC TN       -   733,749.74  1,659,674.54   sFT  0.99998800   -0 36 50.0
 GC2522;UTM  16      - 4,022,163.149   495,638.511   MT  0.99960023   -0 01 43.7
 GC2522
 GC2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2522!SPC TN       -   0.99997323  x   0.99998800  =   0.99996123
 GC2522!UTM  16      -   0.99997323  x   0.99960023  =   0.99957347
 GC2522
 GC2522|---------------------------------------------------------------------|
 GC2522| PID    Reference Object                     Distance      Geod. Az  |
 GC2522|                                                           dddmmss.s |
 GC2522| CG6362 PLEASANT RM 1                        24.535 METERS 07429     |
 GC2522| CG6361 PLEASANT AZ MK                                     1970840.7 |
 GC2522| CG6363 PLEASANT RM 2                        25.696 METERS 19924     |
 GC2522|---------------------------------------------------------------------|
 GC2522
 GC2522                          SUPERSEDED SURVEY CONTROL
 GC2522
 GC2522  NAD 83(1995)-  36 20 40.27973(N)    087 02 54.97849(W) AD(       ) 3
 GC2522  NAD 83(1995)-  36 20 40.28210(N)    087 02 54.98017(W) AD(       ) 3
 GC2522  NAD 83(1986)-  36 20 40.28820(N)    087 02 54.98000(W) AD(       ) 3
 GC2522  NAD 27      -  36 20 40.10100(N)    087 02 54.97200(W) AD(       ) 3
 GC2522
 GC2522.Superseded values are not recommended for survey control.
 GC2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2522.See file dsdata.txt to determine how the superseded data were derived.
 GC2522
 GC2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9563922163(NAD 83)
 GC2522_MARKER: DS = TRIANGULATION STATION DISK
 GC2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2522
 GC2522  HISTORY     - Date     Condition        Report By
 GC2522  HISTORY     - 1953     MONUMENTED       CGS
 GC2522
 GC2522                          STATION DESCRIPTION
 GC2522
 GC2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2522'STATION IS LOCATED 5 MILES NORTH OF ASHLAND CITY AND 3 MILES SOUTH OF
 GC2522'PLEASANT VIEW ON PROPERTY OWNED BY MRS. I.E.  REEVES.  IT IS 96
 GC2522'FEET NORTH OF NORTHEAST CORNER OF A BUILDING, 39 FEET WEST OF THE
 GC2522'INTERSECTION OF STATE HIGHWAY 49 AND A GRAVEL T-ROAD, EAST AND 4
 GC2522'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 GC2522'IS STAMPED PLEASANT 1953.
 GC2522'
 GC2522'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF THE HIGHWAY, 25
 GC2522'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 3 FEET SOUTH OF A
 GC2522'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2522'PLEASANT NO 1 1953.
 GC2522'
 GC2522'REFERENCE MARK NO. 2 IS 39 FT W OF THE CENTER OF THE HIGHWAY, 12 FT
 GC2522'NE OF THE NE CORNER OF THE BUILDING AND 3 FEET
 GC2522'NORTHEAST OF A POWER LINE POLE.  THE MARK PROJECTS 2 INCHES AND THE
 GC2522'DISK IS STAMPED PLEASANT NO 2 1953.
 GC2522'
 GC2522'AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 GC2522'NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE
 GC2522'DISK IS STAMPED PLEASANT 1953.
 GC2522'
 GC2522'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND
 GC2522'49 IN ASHLAND CITY, GO NORTH ON HIGHWAY 49 FOR 5.1 MILES TO THE
 GC2522'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE
 GC2522'STATION ON THE LEFT AS DESCRIBED.
 GC2522'
 GC2522'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2541 ***********************************************************************
 FE2541  DESIGNATION -  PLEASANTS
 FE2541  PID         -  FE2541
 FE2541  STATE/COUNTY-  TN/FAYETTE
 FE2541  USGS QUAD   -  ROSSVILLE (1981)
 FE2541
 FE2541                         *CURRENT SURVEY CONTROL
 FE2541  ___________________________________________________________________
 FE2541* NAD 83(1995)-  35 07 07.11914(N)    089 30 01.07274(W)     ADJUSTED  
 FE2541* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 FE2541  ___________________________________________________________________
 FE2541  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FE2541  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE2541
 FE2541  HORZ ORDER  -  THIRD
 FE2541
 FE2541.The horizontal coordinates were established by classical geodetic methods
 FE2541.and adjusted by the National Geodetic Survey in April 1999..
 FE2541
 FE2541.The orthometric height was scaled from a topographic map.
 FE2541
 FE2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2541
 FE2541.The geoid height was determined by GEOID03.
 FE2541
 FE2541;                    North         East     Units Scale Factor Converg.
 FE2541;SPC TN       -    92,836.692   280,985.910   MT  1.00002578   -2 02 57.2
 FE2541;SPC TN       -   304,581.71    921,867.94   sFT  1.00002578   -2 02 57.2
 FE2541;UTM  16      - 3,889,061.437   272,148.831   MT  1.00023987   -1 26 20.3
 FE2541
 FE2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2541!SPC TN       -   0.99998267  x   1.00002578  =   1.00000845
 FE2541!UTM  16      -   0.99998267  x   1.00023987  =   1.00022253
 FE2541
 FE2541|---------------------------------------------------------------------|
 FE2541| PID    Reference Object                     Distance      Geod. Az  |
 FE2541|                                                           dddmmss.s |
 FE2541| CG4809 PLEASANTS RM 1                       17.856 METERS 04026     |
 FE2541| CG4808 PLEASANTS AZ MK                                    0412456.0 |
 FE2541| CG4810 PLEASANTS RM 2                       16.811 METERS 12934     |
 FE2541|---------------------------------------------------------------------|
 FE2541
 FE2541                          SUPERSEDED SURVEY CONTROL
 FE2541
 FE2541  NAD 83(1995)-  35 07 07.11900(N)    089 30 01.07275(W) AD(       ) 3
 FE2541  NAD 83(1995)-  35 07 07.11886(N)    089 30 01.07336(W) AD(       ) 3
 FE2541  NAD 83(1986)-  35 07 07.13179(N)    089 30 01.07227(W) AD(       ) 3
 FE2541  NAD 27      -  35 07 06.80950(N)    089 30 00.79440(W) AD(       ) 3
 FE2541
 FE2541.Superseded values are not recommended for survey control.
 FE2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2541.See file dsdata.txt to determine how the superseded data were derived.
 FE2541
 FE2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7214989061(NAD 83)
 FE2541_MARKER: DS = TRIANGULATION STATION DISK
 FE2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2541
 FE2541  HISTORY     - Date     Condition        Report By
 FE2541  HISTORY     - 1958     MONUMENTED       CGS
 FE2541
 FE2541                          STATION DESCRIPTION
 FE2541
 FE2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2541'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF OAKLAND, 6 MILES
 FE2541'NORTH-NORTHEAST OF ROSSVILLE, AND ON THE GROUNDS OF THE PLEASANT
 FE2541'CHRISTIAN CHURCH.  IT IS 34 FEET WEST-NORTHWEST OF CENTER LINE OF
 FE2541'PAVED ROAD, 59 FEET SOUTH-SOUTHWEST OF STEEL SIGN (PLEASANT
 FE2541'CHRISTIAN CHURCH), 55 FEET WEST-NORTHWEST OF WHITE WITNESS POST, 210
 FE2541'FEET SOUTH OF SOUTHWEST CORNER OF BRICK CHURCH, 185 FEET SOUTHWEST OF
 FE2541'INTERSECTION OF PAVED ROAD AND GRAVEL DRIVEWAY.  STATION MARK STAMPED
 FE2541'PLEASANTS 1958, AND SET FLUSH WITH GROUND.
 FE2541'
 FE2541'TO REACH THE STATION FROM OAKLAND PROCEED SOUTH ON PAVED ROAD, WHICH
 FE2541'IS 0.05 MILES WEST OF RAILROAD DEPOT, FOR 5.6 MILES TO REVERSE Y AT
 FE2541'WEST END OF THE VILLAGE OF MACON.  BEAR LEFT AND GO 0.4 MILES EAST
 FE2541'THRU MACON TO A Y, TURN RIGHT ON PAVED ROAD FOR 2.65 MILES TO
 FE2541'STATION ON RIGHT.  TO REACH AZIMUTH MARK FROM STATION GO
 FE2541'NORTH-NORTHEAST ON PAVED ROAD FOR 0.25 MILES TO MARK ON RIGHT.
 FE2541'
 FE2541'REFERENCE MARK 1 IS 1 FOOT WEST-NORTHWEST OF STEEL SIGN (PLEASANT
 FE2541'CHRISTIAN CHURCH), 31 FEET NORTHWEST OF CENTER LINE OF PAVED ROAD,
 FE2541'60 FEET SOUTH OF POWER LINE POLE.  MARK IS STAMPED PLEASANTS NO. 1
 FE2541'1958, AND IS FLUSH WITH GROUND.
 FE2541'
 FE2541'REFERENCE MARK 2 IS 2 FEET SOUTH OF WHITE WITNESS POST, 40 FEET
 FE2541'SOUTHWEST OF POWER LINE POLE, 21 FEET SOUTHEAST OF CENTER LINE
 FE2541'OF PAVED ROAD, AND IN FENCE LINE.  MARK IS STAMPED PLEASANTS NO. 2
 FE2541'1958, AND IS FLUSH WITH GROUND.
 FE2541'
 FE2541'AZIMUTH MARK IS IN FENCE LINE, 3 FEET SOUTH-SOUTHWEST OF WHITE
 FE2541'WITNESS POST, 33 FEET NORTH OF POWER LINE POLE.  MARK IS STAMPED
 FE2541'PLEASANTS 1958, AND PROJECTS 3 INCHES ABOVE GROUND.
 FE2541'
 FE2541'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7717 ***********************************************************************
 DG7717  CBN         -  This is a Cooperative Base Network Control Station.
 DG7717  DESIGNATION -  PLSP 1
 DG7717  PID         -  DG7717
 DG7717  STATE/COUNTY-  TN/HARDIN
 DG7717  USGS QUAD   -  PICKWICK (1972)
 DG7717
 DG7717                         *CURRENT SURVEY CONTROL
 DG7717  ___________________________________________________________________
 DG7717* NAD 83(1995)-  35 03 23.05612(N)    088 14 34.97644(W)     ADJUSTED  
 DG7717* NAVD 88     -       132.6    (meters)     435.     (feet)  GPS OBS   
 DG7717  ___________________________________________________________________
 DG7717  X           -     160,256.224 (meters)                     COMP
 DG7717  Y           -  -5,224,463.957 (meters)                     COMP
 DG7717  Z           -   3,643,051.477 (meters)                     COMP
 DG7717  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DG7717  ELLIP HEIGHT-         105.21  (meters)          (08/03/04) GPS OBS
 DG7717  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG7717
 DG7717  HORZ ORDER  -  A
 DG7717  ELLP ORDER  -  FOURTH    CLASS I
 DG7717
 DG7717.The horizontal coordinates were established by GPS observations
 DG7717.and adjusted by the National Geodetic Survey in August 2004..
 DG7717
 DG7717.The orthometric height was determined by GPS observations and a
 DG7717.high-resolution geoid model.
 DG7717
 DG7717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7717
 DG7717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7717
 DG7717.The ellipsoidal height was determined by GPS observations
 DG7717.and is referenced to NAD 83.
 DG7717
 DG7717.The geoid height was determined by GEOID03.
 DG7717
 DG7717;                    North         East     Units Scale Factor Converg.
 DG7717;SPC TN       -    82,570.880   395,386.542   MT  1.00003980   -1 18 47.4
 DG7717;SPC TN       -   270,901.30  1,297,197.35   sFT  1.00003980   -1 18 47.4
 DG7717;UTM  16      - 3,880,004.485   386,644.562   MT  0.99975836   -0 42 50.6
 DG7717
 DG7717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7717!SPC TN       -   0.99998349  x   1.00003980  =   1.00002329
 DG7717!UTM  16      -   0.99998349  x   0.99975836  =   0.99974185
 DG7717
 DG7717                          SUPERSEDED SURVEY CONTROL
 DG7717
 DG7717.No superseded survey control is available for this station.
 DG7717
 DG7717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8664580004(NAD 83)
 DG7717_MARKER: DD = SURVEY DISK
 DG7717_SETTING: 66 = SET IN ROCK OUTCROP
 DG7717_STAMPING: PLSP-1
 DG7717_MARK LOGO: TNDT  
 DG7717_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7717+STABILITY: POSITION/ELEVATION WELL
 DG7717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7717+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7717
 DG7717  HISTORY     - Date     Condition        Report By
 DG7717  HISTORY     - 2000     MONUMENTED       TNDT
 DG7717  HISTORY     - 20031010 GOOD             TNDT
 DG7717
 DG7717                          STATION DESCRIPTION
 DG7717
 DG7717'DESCRIBED BY TN DEPT OF TRANSP 2003 (DG)
 DG7717'ALUMINUM DISK ATOP .625 INCH REBAR, STAMPED--PLSP-1--, DRIVEN FLUSH.
 DG7717' 
 DG7717'FROM THE JCT OF SR 57 AND STATE PARK LANE AT PICKWICK LANDING STATE
 DG7717'PARK AND EAST OF COUNCE, GO EASTERLY ON THE STATE PARK LANE FOR 0.05
 DG7717'MILES TO PLAYGROUND LOOP ROAD ON LEFT, THENCE NORTHERLY ON PLAYGROUND
 DG7717'LOOP FOR 0.10 MILE TO AN OLD ABANDONED HIGHWAY ON LEFT, THENCE
 DG7717'NORTHERLY ON OLD ROADWAY FOR 0.10 MILE TO THE STATION ON THE RIGHT
 DG7717'(EAST).
 DG7717' 
 DG7717'THE STATION IS 59 FT EAST SOUTHEAST OF A METAL STREET LIGHT POLE, 7.5
 DG7717'FT NORTHEAST OF THE CENTER OF OLD ROADWAY AND 5.8 FEET SOTUHWEST OF AN
 DG7717'ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7718 ***********************************************************************
 DG7718  CBN         -  This is a Cooperative Base Network Control Station.
 DG7718  DESIGNATION -  PLSP 2
 DG7718  PID         -  DG7718
 DG7718  STATE/COUNTY-  TN/HARDIN
 DG7718  USGS QUAD   -  PICKWICK (1972)
 DG7718
 DG7718                         *CURRENT SURVEY CONTROL
 DG7718  ___________________________________________________________________
 DG7718* NAD 83(1995)-  35 03 27.72866(N)    088 14 16.15633(W)     ADJUSTED  
 DG7718* NAVD 88     -       127.8    (meters)     419.     (feet)  GPS OBS   
 DG7718  ___________________________________________________________________
 DG7718  X           -     160,730.254 (meters)                     COMP
 DG7718  Y           -  -5,224,362.755 (meters)                     COMP
 DG7718  Z           -   3,643,166.622 (meters)                     COMP
 DG7718  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG7718  ELLIP HEIGHT-         100.46  (meters)          (08/03/04) GPS OBS
 DG7718  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG7718
 DG7718  HORZ ORDER  -  A
 DG7718  ELLP ORDER  -  FOURTH    CLASS I
 DG7718
 DG7718.The horizontal coordinates were established by GPS observations
 DG7718.and adjusted by the National Geodetic Survey in August 2004..
 DG7718
 DG7718.The orthometric height was determined by GPS observations and a
 DG7718.high-resolution geoid model.
 DG7718
 DG7718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7718
 DG7718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7718
 DG7718.The ellipsoidal height was determined by GPS observations
 DG7718.and is referenced to NAD 83.
 DG7718
 DG7718.The geoid height was determined by GEOID03.
 DG7718
 DG7718;                    North         East     Units Scale Factor Converg.
 DG7718;SPC TN       -    82,703.925   395,866.638   MT  1.00003950   -1 18 36.4
 DG7718;SPC TN       -   271,337.79  1,298,772.46   sFT  1.00003950   -1 18 36.4
 DG7718;UTM  16      - 3,880,142.504   387,123.106   MT  0.99975703   -0 42 39.9
 DG7718
 DG7718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7718!SPC TN       -   0.99998423  x   1.00003950  =   1.00002373
 DG7718!UTM  16      -   0.99998423  x   0.99975703  =   0.99974127
 DG7718
 DG7718                          SUPERSEDED SURVEY CONTROL
 DG7718
 DG7718.No superseded survey control is available for this station.
 DG7718
 DG7718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8712380143(NAD 83)
 DG7718_MARKER: DD = SURVEY DISK
 DG7718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7718_STAMPING: PLSP-2
 DG7718_MARK LOGO: TNDT  
 DG7718_PROJECTION: FLUSH
 DG7718_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7718+STABILITY: SURFACE MOTION
 DG7718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7718+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7718
 DG7718  HISTORY     - Date     Condition        Report By
 DG7718  HISTORY     - 2000     MONUMENTED       TNDT
 DG7718  HISTORY     - 20031010 GOOD             TNDT
 DG7718
 DG7718                          STATION DESCRIPTION
 DG7718
 DG7718'DESCRIBED BY TN DEPT OF TRANSP 2003 (DG)
 DG7718'ALUMINUM DISK ATOP .625 INCH REBAR, STAMPED--PLSP-1--, DRIVEN FLUSH.
 DG7718' 
 DG7718'FROM THE JCT OF SR 57 AND STATE PARK LANE AT PICKWICK LANDING STATE
 DG7718'PARK AND EAST OF COUNCE, GO EASTERLY ON THE STATE PARK LANE FOR 0.05
 DG7718'MILES TO CIRCLE ROAD ON LEFT, THENCE NORTHERLY ON CIRCLE ROAD FOR 0.35
 DG7718'MILES TO THE STATION ON THE RIGHT (NORTH).
 DG7718' 
 DG7718'THE STATION IS 87 FT SOUTHWEST OF A WOODEN SIGN (SWIMMING
 DG7718'UNSUPERVISED), 47 FT NORTHEAST OF A WOODEN SIGN (NO ALCOHOLIC BEVERAGE
 DG7718'ALLOWED) AND 32.5 WEST NORTHWEST OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2451 ***********************************************************************
 GA2451  DESIGNATION -  PLUMMER
 GA2451  PID         -  GA2451
 GA2451  STATE/COUNTY-  TN/KNOX
 GA2451  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2451
 GA2451                         *CURRENT SURVEY CONTROL
 GA2451  ___________________________________________________________________
 GA2451* NAD 83(1995)-  36 00 38.72234(N)    083 56 28.25906(W)     ADJUSTED  
 GA2451* NAVD 88     -       320.952  (meters)    1052.99   (feet)  ADJUSTED  
 GA2451  ___________________________________________________________________
 GA2451  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GA2451  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2451  DYNAMIC HT  -         320.653 (meters)    1052.01  (feet)  COMP
 GA2451  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 GA2451
 GA2451  HORZ ORDER  -  SECOND
 GA2451  VERT ORDER  -  SECOND    CLASS 0
 GA2451
 GA2451.The horizontal coordinates were established by classical geodetic methods
 GA2451.and adjusted by the National Geodetic Survey in April 1999..
 GA2451
 GA2451.The orthometric height was determined by differential leveling
 GA2451.and adjusted by the National Geodetic Survey in June 1991..
 GA2451
 GA2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2451
 GA2451.The geoid height was determined by GEOID03.
 GA2451
 GA2451.The dynamic height is computed by dividing the NAVD 88
 GA2451.geopotential number by the normal gravity value computed on the
 GA2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2451.degrees latitude (g = 980.6199 gals.).
 GA2451
 GA2451.The modeled gravity was interpolated from observed gravity values.
 GA2451
 GA2451;                    North         East     Units Scale Factor Converg.
 GA2451;SPC TN       -   188,060.983   785,582.929   MT  0.99995314   +1 12 19.1
 GA2451;SPC TN       -   616,996.74  2,577,366.66   sFT  0.99995314   +1 12 19.1
 GA2451;UTM  17      - 3,989,143.712   234,917.928   MT  1.00046593   -1 43 48.9
 GA2451;UTM  16      - 3,989,470.486   775,687.214   MT  1.00053661   +1 47 58.3
 GA2451
 GA2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2451!SPC TN       -   0.99995445  x   0.99995314  =   0.99990759
 GA2451!UTM  17      -   0.99995445  x   1.00046593  =   1.00042036
 GA2451!UTM  16      -   0.99995445  x   1.00053661  =   1.00049104
 GA2451
 GA2451|---------------------------------------------------------------------|
 GA2451| PID    Reference Object                     Distance      Geod. Az  |
 GA2451|                                                           dddmmss.s |
 GA2451| GA2452 PLUMMER RM 1                          9.815 METERS 07957     |
 GA2451| GA3551 KNOXVILLE TV WTVK STUDIO TOWER      APPROX. 0.8 KM 0934850.9 |
 GA2451| GA2450 PLUMMER RM 2                          5.876 METERS 17150     |
 GA2451|---------------------------------------------------------------------|
 GA2451
 GA2451                          SUPERSEDED SURVEY CONTROL
 GA2451
 GA2451  NAD 83(1995)-  36 00 38.72970(N)    083 56 28.25717(W) AD(       ) 2
 GA2451  NAD 83(1995)-  36 00 38.72970(N)    083 56 28.25715(W) AD(       ) 2
 GA2451  NAD 83(1995)-  36 00 38.73066(N)    083 56 28.25737(W) AD(       ) 2
 GA2451  NAD 83(1986)-  36 00 38.73620(N)    083 56 28.25547(W) AD(       ) 2
 GA2451  NAD 27      -  36 00 38.43960(N)    083 56 28.58940(W) AD(       ) 2
 GA2451  NGVD 29 (??/??/92)  321.080  (m)         1053.41   (f) ADJ UNCH    2 0
 GA2451
 GA2451.Superseded values are not recommended for survey control.
 GA2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2451.See file dsdata.txt to determine how the superseded data were derived.
 GA2451
 GA2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3491889144(NAD 83)
 GA2451_MARKER: DE = TRAVERSE STATION DISK
 GA2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2451_STAMPING: PLUMMER 1960
 GA2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2451+STABILITY: SURFACE MOTION
 GA2451
 GA2451  HISTORY     - Date     Condition        Report By
 GA2451  HISTORY     - 1960     MONUMENTED       CGS
 GA2451  HISTORY     - 1961     GOOD             NGS
 GA2451  HISTORY     - 1981     GOOD             LOCENG
 GA2451
 GA2451                          STATION DESCRIPTION
 GA2451
 GA2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2451'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2451'
 GA2451'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY AND DUTCH VALLEY
 GA2451'ROAD, GO WEST ON DUTCH
 GA2451'VALLEY ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.
 GA2451'
 GA2451'THE STATION IS 19 FEET SOUTH OF THE CENTER OF DUTCH VALLEY ROAD, 4
 GA2451'FEET SOUTH OF POWER LINE
 GA2451'POLE NUMBER 26, AND 2.6 FEET SOUTH OF A WITNESS SIGN.
 GA2451'THE MARK IS A STANDARD TRAVERSE
 GA2451'DISK SET IN A CONCRETE POST, SET
 GA2451'FLUSH, AND IS STAMPED PLUMMER 1960.
 GA2451'
 GA2451'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF THE CENTER OF DUTCH VALLEY
 GA2451'ROAD.  THE MARK IS A
 GA2451'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 GA2451'STAMPED PLUMMER NO 1 1960.
 GA2451'
 GA2451'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A GUY WIRE.  THE MARK IS A
 GA2451'STANDARD DISK SET IN A
 GA2451'CONCRETE POST, SET FLUSH, AND IS STAMPED PLUMMER NO 2 1960.
 GA2451'
 GA2451'KNOXVILLE, WTVK STUDIO TOWER WILL SERVE AS THE AZIMUTH MARK.
 GA2451'
 GA2451'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GA2451
 GA2451                          STATION RECOVERY (1961)
 GA2451
 GA2451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2451'IN NORTH KNOXVILLE.
 GA2451'THIS STATION IS 1.0 MILE WEST ALONG DUTCH VALLEY ROAD FROM THE
 GA2451'INTERSECTION OF DUTCH VALLEY ROAD AND BROADWAY IN NORTH
 GA2451'KNOXVILLE, 19 FT. SOUTH OF THE CENTER OF DUTCH VALLEY ROAD,
 GA2451'4 FT. SOUTH OF POWER LINE POLE 26, AND 2.6 FT. SOUTH OF A
 GA2451'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GA2451'WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS
 GA2451'STATION IS ABOUT 0.4 MILE EAST ALONG DUTCH VALLEY ROAD FROM
 GA2451'SHARP AZIMUTH.
 GA2451
 GA2451                          STATION RECOVERY (1981)
 GA2451
 GA2451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JK)
 GA2451'PLUMMER 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 GA2451'DESCRIBED - ALSO CAN BE NOTED THAT THIS MARK IS 600 FT. W. OF
 GA2451'THE HAGUE (A ROAD LEADING IN A SOUTHERLY DIRECTION OVER I-640).
 GA2451'(CITY BLK 37944).
 GA2451'
 GA2451'PLUMMER RM 2 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 GA2451'DESCRIBED - SHOULD ALSO BE NOTED THAT MARK IS 14 FT. S. OF A NEW
 GA2451'FENCE LINE LOCATED 15 FT. S. OF S. EDGE OF PAVEMENT OF DUTCH VALLEY
 GA2451'DR AT THE METLER CONSTRUCTION CO. PROPERTY.  (CITY BLK 37944)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2452 ***********************************************************************
 GA2452  DESIGNATION -  PLUMMER RM 1
 GA2452  PID         -  GA2452
 GA2452  STATE/COUNTY-  TN/KNOX
 GA2452  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2452
 GA2452                         *CURRENT SURVEY CONTROL
 GA2452  ___________________________________________________________________
 GA2452* NAD 83(1986)-  36 00 38.     (N)    083 56 28.     (W)     SCALED    
 GA2452* NAVD 88     -       320.887  (meters)    1052.78   (feet)  ADJUSTED  
 GA2452  ___________________________________________________________________
 GA2452  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2452  DYNAMIC HT  -         320.588 (meters)    1051.80  (feet)  COMP
 GA2452  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 GA2452
 GA2452  VERT ORDER  -  SECOND    CLASS 0
 GA2452
 GA2452.The horizontal coordinates were scaled from a topographic map and have
 GA2452.an estimated accuracy of +/- 6 seconds.
 GA2452
 GA2452.The orthometric height was determined by differential leveling
 GA2452.and adjusted by the National Geodetic Survey in June 1991..
 GA2452
 GA2452.The geoid height was determined by GEOID03.
 GA2452
 GA2452.The dynamic height is computed by dividing the NAVD 88
 GA2452.geopotential number by the normal gravity value computed on the
 GA2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2452.degrees latitude (g = 980.6199 gals.).
 GA2452
 GA2452.The modeled gravity was interpolated from observed gravity values.
 GA2452
 GA2452;                    North         East    Units  Estimated Accuracy
 GA2452;SPC TN       -   188,040.      785,590.      MT  (+/- 180 meters Scaled)
 GA2452
 GA2452                          SUPERSEDED SURVEY CONTROL
 GA2452
 GA2452  NGVD 29 (??/??/92)  321.014  (m)         1053.19   (f) ADJ UNCH    2 0
 GA2452
 GA2452.Superseded values are not recommended for survey control.
 GA2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2452.See file dsdata.txt to determine how the superseded data were derived.
 GA2452
 GA2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349891(NAD 83)
 GA2452_MARKER: DR = REFERENCE MARK DISK
 GA2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2452_STAMPING: PLUMMER NO 1 1960
 GA2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2452+STABILITY: SURFACE MOTION
 GA2452
 GA2452  HISTORY     - Date     Condition        Report By
 GA2452  HISTORY     - 1960     MONUMENTED       CGS
 GA2452  HISTORY     - 1961     GOOD             NGS
 GA2452
 GA2452                          STATION DESCRIPTION
 GA2452
 GA2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2452'IN NORTH KNOXVILLE.
 GA2452'THIS MARK IS LOCATED AT THE PLUMMER 1960 STATION SITE, 32.2
 GA2452'FT. EAST OF THE STATION MARK, AND 19 FT. SOUTH OF THE CENTER
 GA2452'OF DUTCH VALLEY ROAD.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2452'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2450 ***********************************************************************
 GA2450  DESIGNATION -  PLUMMER RM 2
 GA2450  PID         -  GA2450
 GA2450  STATE/COUNTY-  TN/KNOX
 GA2450  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2450
 GA2450                         *CURRENT SURVEY CONTROL
 GA2450  ___________________________________________________________________
 GA2450* NAD 83(1986)-  36 00 38.     (N)    083 56 28.     (W)     SCALED    
 GA2450* NAVD 88     -       320.128  (meters)    1050.29   (feet)  ADJUSTED  
 GA2450  ___________________________________________________________________
 GA2450  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2450  DYNAMIC HT  -         319.830 (meters)    1049.31  (feet)  COMP
 GA2450  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 GA2450
 GA2450  VERT ORDER  -  SECOND    CLASS 0
 GA2450
 GA2450.The horizontal coordinates were scaled from a topographic map and have
 GA2450.an estimated accuracy of +/- 6 seconds.
 GA2450
 GA2450.The orthometric height was determined by differential leveling
 GA2450.and adjusted by the National Geodetic Survey in June 1991..
 GA2450
 GA2450.The geoid height was determined by GEOID03.
 GA2450
 GA2450.The dynamic height is computed by dividing the NAVD 88
 GA2450.geopotential number by the normal gravity value computed on the
 GA2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2450.degrees latitude (g = 980.6199 gals.).
 GA2450
 GA2450.The modeled gravity was interpolated from observed gravity values.
 GA2450
 GA2450;                    North         East    Units  Estimated Accuracy
 GA2450;SPC TN       -   188,040.      785,590.      MT  (+/- 180 meters Scaled)
 GA2450
 GA2450                          SUPERSEDED SURVEY CONTROL
 GA2450
 GA2450  NGVD 29 (??/??/92)  320.256  (m)         1050.71   (f) ADJ UNCH    2 0
 GA2450
 GA2450.Superseded values are not recommended for survey control.
 GA2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2450.See file dsdata.txt to determine how the superseded data were derived.
 GA2450
 GA2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349891(NAD 83)
 GA2450_MARKER: DR = REFERENCE MARK DISK
 GA2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2450_STAMPING: PLUMMER NO 2 1960
 GA2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2450+STABILITY: SURFACE MOTION
 GA2450
 GA2450  HISTORY     - Date     Condition        Report By
 GA2450  HISTORY     - 1960     MONUMENTED       CGS
 GA2450  HISTORY     - 1961     GOOD             NGS
 GA2450
 GA2450                          STATION DESCRIPTION
 GA2450
 GA2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2450'IN NORTH KNOXVILLE.
 GA2450'THIS MARK IS LOCATED AT THE PLUMMER 1960 STATION SITE, 19.3 FT.
 GA2450'SOUTH OF THE STATION MARK, AND 1 FT. WEST OF A GUY WIRE.  THE
 GA2450'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 GA2450'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2585 ***********************************************************************
 GB2585  DESIGNATION -  POINT
 GB2585  PID         -  GB2585
 GB2585  STATE/COUNTY-  TN/SCOTT
 GB2585  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2585
 GB2585                         *CURRENT SURVEY CONTROL
 GB2585  ___________________________________________________________________
 GB2585* NAD 83(1995)-  36 28 14.38688(N)    084 32 42.02821(W)     ADJUSTED  
 GB2585* NAVD 88     -       466.5    (meters)    1531.     (feet)  VERTCON   
 GB2585  ___________________________________________________________________
 GB2585  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GB2585  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB2585
 GB2585  HORZ ORDER  -  SECOND
 GB2585
 GB2585.The horizontal coordinates were established by classical geodetic methods
 GB2585.and adjusted by the National Geodetic Survey in April 1999..
 GB2585
 GB2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2585
 GB2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2585
 GB2585.The geoid height was determined by GEOID03.
 GB2585
 GB2585;                    North         East     Units Scale Factor Converg.
 GB2585;SPC TN       -   238,109.868   730,400.010   MT  1.00001002   +0 51 06.5
 GB2585;SPC TN       -   781,198.79  2,396,320.70   sFT  1.00001002   +0 51 06.5
 GB2585;UTM  16      - 4,038,956.011   719,960.301   MT  1.00019614   +1 27 35.5
 GB2585
 GB2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2585!SPC TN       -   0.99993133  x   1.00001002  =   0.99994135
 GB2585!UTM  16      -   0.99993133  x   1.00019614  =   1.00012745
 GB2585
 GB2585:                Primary Azimuth Mark                     Grid Az
 GB2585:SPC TN       -  POINT AZ MK                              193 46 12.1
 GB2585:UTM  16      -  POINT AZ MK                              193 09 43.1
 GB2585
 GB2585|---------------------------------------------------------------------|
 GB2585| PID    Reference Object                     Distance      Geod. Az  |
 GB2585|                                                           dddmmss.s |
 GB2585| DC2999 POINT AZ MK                                        1943718.6 |
 GB2585| DC3000 POINT RM 1                           34.016 METERS 20412     |
 GB2585| DC3001 POINT RM 2                           43.678 METERS 25448     |
 GB2585|---------------------------------------------------------------------|
 GB2585
 GB2585                          SUPERSEDED SURVEY CONTROL
 GB2585
 GB2585  NAD 83(1995)-  36 28 14.38776(N)    084 32 42.02806(W) AD(       ) 2
 GB2585  NAD 83(1995)-  36 28 14.39571(N)    084 32 42.03222(W) AD(       ) 2
 GB2585  NAD 83(1986)-  36 28 14.39606(N)    084 32 42.03018(W) AD(       ) 2
 GB2585  NAD 27      -  36 28 14.10597(N)    084 32 42.24989(W) AD(       ) 2
 GB2585  NGVD 29 (07/19/86)  466.6    (m)         1531.     (f) VERT ANG       
 GB2585
 GB2585.Superseded values are not recommended for survey control.
 GB2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2585.See file dsdata.txt to determine how the superseded data were derived.
 GB2585
 GB2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1996038956(NAD 83)
 GB2585_MARKER: DD = SURVEY DISK
 GB2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2585
 GB2585  HISTORY     - Date     Condition        Report By
 GB2585  HISTORY     - 1966     MONUMENTED       TNHD
 GB2585  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2585
 GB2585                          STATION DESCRIPTION
 GB2585
 GB2585'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2585'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF ONEIDA AND IN THE
 GB2585'SMALL COMMUNITY OF HIGH POINT.
 GB2585'
 GB2585'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ONEIDA, GO WESTERLY
 GB2585'ON DEPOT STREET FOR 0.25 MILE TO U.S. HIGHWAY 27, BEAR LEFT AND GO
 GB2585'SOUTHWESTERLY ON U.S. HIGHWAY 27 FOR 2.6 MILES TO A SIDE ROAD, BRIDGE
 GB2585'AND THE STATION ON THE RIGHT.
 GB2585'
 GB2585'THE STATION IS LOCATED BETWEEN U.S. HIGHWAY 27 AND A RAILROAD CUT, 46
 GB2585'FEET WEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27, 18.5
 GB2585'FEET EAST OF A POWER LINE POLE AND 12.1 FEET SOUTHWEST OF A METAL
 GB2585'WITNESS POST AND SIGN. THE SURFACE AND UNDERGROUND MARKS ARE
 GB2585'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2585'POINT 1966. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GB2585'THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2585'FLUSH, CONCRETE MONUMENT.
 GB2585'
 GB2585'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE APPROXIMATE CENTER OF
 GB2585'U.S. HIGHWAY 27, 14 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2585'SIDE ROAD, 3 FEET NORTH OF THE NORTH EDGE OF A WOODEN BUILDING AND 1
 GB2585'FOOT SOUTHEAST OF UTILITY POLE NO.  381. IT IS A STANDARD TENNESSEE
 GB2585'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2585'CONCRETE MONUMENT AND THE DISK IS STAMPED POINT RM-1 1966.
 GB2585'
 GB2585'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB2585'INTERSECTION OF TWO PAVED ROADS, 27 FEET NORTHEAST OF A UTILITY POLE,
 GB2585'11 FEET SOUTH OF A GUY POLE AND 3 FEET NORTH OF THE NORTH EDGE OF THE
 GB2585'BRIDGE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2585'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2585'DISK IS STAMPED POINT RM-2 1966.
 GB2585'
 GB2585'NO HORIZONTAL MEASUREMENT COULD BE MADE BETWEEN THE REFERENCE MARKS.
 GB2585'
 GB2585'THE AZIMUTH MARK IS 40 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2585'HIGHWAY 27, 31 FEET WEST OF A 16-INCH, TWIN-TRUNKED, OAK TREE, 8
 GB2585'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 2.1 FEET
 GB2585'WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD TENNESSEE
 GB2585'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2585'CONCRETE MONUMENT AND THE DISK IS STAMPED POINT AZI 1966.
 GB2585'
 GB2585'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 GB2585'U.S. HIGHWAY 27 FOR 0.2 MILE TO A GRAVELED DRIVE AND THE MARK ON
 GB2585'THE LEFT.
 GB2585'
 GB2585'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB2585'
 GB2585'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB2585
 GB2585                          STATION RECOVERY (1980)
 GB2585
 GB2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2585'THE STATION MARK AND REFERENCE MARKS WERE NOT FOUND.  THE AZIMUTH
 GB2585'MARK WAS FOUND IN GOOD CONDITION AND AS DESCRIBED.  IT IS THOUGHT
 GB2585'THAT THE REFERENCE MARKS COULD HAVE BEEN DESTROYED BY BRIDGE WORK AND
 GB2585'THE STATION SITE IS NOW COVERED BY BLACKTOP.  IF THE STATION MARK
 GB2585'STILL EXISTS IT WOULD BE HARD TO LOCATE WITH EXISTING TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0741 ***********************************************************************
 GB0741  DESIGNATION -  POLE
 GB0741  PID         -  GB0741
 GB0741  STATE/COUNTY-  TN/ANDERSON
 GB0741  USGS QUAD   -  WINDROCK (1975)
 GB0741
 GB0741                         *CURRENT SURVEY CONTROL
 GB0741  ___________________________________________________________________
 GB0741* NAD 83(1995)-  36 01 34.84169(N)    084 17 12.24185(W)     ADJUSTED  
 GB0741* NAVD 88     -       239.987  (meters)     787.36   (feet)  ADJUSTED  
 GB0741  ___________________________________________________________________
 GB0741  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GB0741  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB0741  DYNAMIC HT  -         239.768 (meters)     786.64  (feet)  COMP
 GB0741  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GB0741
 GB0741  HORZ ORDER  -  SECOND
 GB0741  VERT ORDER  -  SECOND    CLASS 0
 GB0741
 GB0741.The horizontal coordinates were established by classical geodetic methods
 GB0741.and adjusted by the National Geodetic Survey in April 1999..
 GB0741
 GB0741.The orthometric height was determined by differential leveling
 GB0741.and adjusted by the National Geodetic Survey in June 1991..
 GB0741
 GB0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0741
 GB0741.The geoid height was determined by GEOID03.
 GB0741
 GB0741.The dynamic height is computed by dividing the NAVD 88
 GB0741.geopotential number by the normal gravity value computed on the
 GB0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0741.degrees latitude (g = 980.6199 gals.).
 GB0741
 GB0741.The modeled gravity was interpolated from observed gravity values.
 GB0741
 GB0741;                    North         East     Units Scale Factor Converg.
 GB0741;SPC TN       -   189,190.079   754,408.011   MT  0.99995401   +1 00 10.9
 GB0741;SPC TN       -   620,701.12  2,475,086.95   sFT  0.99995401   +1 00 10.9
 GB0741;UTM  16      - 3,990,276.761   744,487.266   MT  1.00033659   +1 35 47.8
 GB0741
 GB0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0741!SPC TN       -   0.99996710  x   0.99995401  =   0.99992111
 GB0741!UTM  16      -   0.99996710  x   1.00033659  =   1.00030368
 GB0741
 GB0741|---------------------------------------------------------------------|
 GB0741| PID    Reference Object                     Distance      Geod. Az  |
 GB0741|                                                           dddmmss.s |
 GB0741| GB0740 POLE RM 1                            41.570 METERS 06103     |
 GB0741| GB0743 POLE AZ MK                                         2375933.3 |
 GB0741| GB0742 POLE RM 2                            32.645 METERS 24315     |
 GB0741|---------------------------------------------------------------------|
 GB0741
 GB0741                          SUPERSEDED SURVEY CONTROL
 GB0741
 GB0741  NAD 83(1995)-  36 01 34.84858(N)    084 17 12.24217(W) AD(       ) 2
 GB0741  NAD 83(1995)-  36 01 34.84841(N)    084 17 12.24127(W) AD(       ) 2
 GB0741  NAD 83(1986)-  36 01 34.85469(N)    084 17 12.23961(W) AD(       ) 2
 GB0741  NAD 27      -  36 01 34.57337(N)    084 17 12.51462(W) AD(       ) 2
 GB0741  NGVD 29 (??/??/92)  240.121  (m)          787.80   (f) ADJ UNCH    2 0
 GB0741
 GB0741.Superseded values are not recommended for survey control.
 GB0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0741.See file dsdata.txt to determine how the superseded data were derived.
 GB0741
 GB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4448790277(NAD 83)
 GB0741_MARKER: DD = SURVEY DISK
 GB0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0741_STAMPING: POLE 1965
 GB0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0741+STABILITY: SURFACE MOTION
 GB0741
 GB0741  HISTORY     - Date     Condition        Report By
 GB0741  HISTORY     - 1965     MONUMENTED       TNHD
 GB0741  HISTORY     - 1965     GOOD             TNHD
 GB0741
 GB0741                          STATION DESCRIPTION
 GB0741
 GB0741'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB0741'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF OLIVER SPRINGS.
 GB0741'
 GB0741'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB0741'ROUTE 62 ABOUT 3 MILES
 GB0741'SOUTHEAST OF OLIVER SPRINGS, GO 0.8 MILE NORTHEAST ON
 GB0741'STATE ROUTE 61 TO THE AZIMUTH
 GB0741'MARK ON THE LEFT, CONTINUE STRAIGHT
 GB0741'AHEAD ON STATE ROUTE 61 FOR 0.2 MILE NORTHEAST
 GB0741'TO THE STATION ON THE
 GB0741'LEFT AS DESCRIBED.
 GB0741'
 GB0741'THE STATION MARK IS 31 FEET SOUTHWEST OF A GUY WIRE POLE, 29 FEET
 GB0741'NORTHWEST OF THE
 GB0741'APPROXIMATE CENTER OF STATE ROUTE 61 AND 3.8 FEET SOUTHEAST OF A
 GB0741'WITNESS POST.  THE
 GB0741'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB0741'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GB0741'AND THE DISKS ARE STAMPED POLE
 GB0741'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GB0741'THE SURFACE.
 GB0741'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0741'MONUMENT.
 GB0741'
 GB0741'REFERENCE MARK NO. 1 IS 29 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0741'OF STATE ROUTE 61.  IT IS
 GB0741'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0741'A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0741'MONUMENT AND THE DISK IS STAMPED
 GB0741'POLE RM-1 1965.
 GB0741'
 GB0741'REFERENCE MARK NO. 2 IS 97 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0741'OF A PAVED ROAD AND 37 FEET
 GB0741'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB0741'61.  IT IS A STANDARD TENNESSEE
 GB0741'HIGHWAY DEPARTMENT DISK SET IN A
 GB0741'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB0741'DISK IS STAMPED POLE
 GB0741'RM-2 1965.
 GB0741'
 GB0741'THE AZIMUTH MARK IS 16 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB0741'STATE ROUTE 61, 2 FEET EAST
 GB0741'OF A HIGHWAY SIGN AND 1.9 FEET NORTHEAST OF A WITNESS
 GB0741'POST.  IT IS A STANDARD TENNESSEE
 GB0741'HIGHWAY DEPARTMENT DISK SET IN A
 GB0741'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB0741'DISK IS STAMPED POLE
 GB0741'AZI 1965.
 GB0741'
 GB0741'ALL OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 GB0741'
 GB0741'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GB0741
 GB0741                          STATION RECOVERY (1965)
 GB0741
 GB0741'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0741'3 MI SE FROM OLIVER SPRINGS.
 GB0741'FROM THE JUNCTION OF STATE ROUTE 61 AND STATE ROUTE 62,
 GB0741'ABOUT 3 MILES SOUTHEAST OF OLIVER SPRINGS, GO 1.1 MILES
 GB0741'NORTHEAST ON STATE ROUTE 61 TO THE MARK ON THE LEFT, 31 FEET
 GB0741'SOUTHWEST OF A GUY WIRE POLE, 29 FEET NORTHWEST OF THE APPROXIMATE
 GB0741'CENTER OF STATE ROUTE 61 AND 3.8 FEET SOUTHEAST OF A WITNESS
 GB0741'POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0741'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED POLE 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2372 ***********************************************************************
 GB2372  DESIGNATION -  POLE
 GB2372  PID         -  GB2372
 GB2372  STATE/COUNTY-  TN/CLAY
 GB2372  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2372
 GB2372                         *CURRENT SURVEY CONTROL
 GB2372  ___________________________________________________________________
 GB2372* NAD 83(1995)-  36 33 44.05745(N)    085 29 42.59015(W)     ADJUSTED  
 GB2372* NAVD 88     -       265.9    (meters)     872.     (feet)  VERTCON   
 GB2372  ___________________________________________________________________
 GB2372  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GB2372  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB2372
 GB2372  HORZ ORDER  -  SECOND
 GB2372
 GB2372.The horizontal coordinates were established by classical geodetic methods
 GB2372.and adjusted by the National Geodetic Survey in April 1999..
 GB2372
 GB2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2372
 GB2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2372
 GB2372.The geoid height was determined by GEOID03.
 GB2372
 GB2372;                    North         East     Units Scale Factor Converg.
 GB2372;SPC TN       -   247,419.255   645,193.708   MT  1.00002906   +0 17 44.0
 GB2372;SPC TN       -   811,741.34  2,116,773.02   sFT  1.00002906   +0 17 44.0
 GB2372;SPC KY1Z     - 1,025,437.527 1,522,816.503   MT  1.00016537   +0 09 23.3
 GB2372;SPC KY1Z     - 3,364,289.62  4,996,107.14   sFT  1.00016537   +0 09 23.3
 GB2372;SPC KY S     -   525,433.371   522,813.540   MT  1.00003546   +0 09 16.4
 GB2372;SPC KY S     - 1,723,859.32  1,715,264.09   sFT  1.00003546   +0 09 16.4
 GB2372;UTM  16      - 4,047,365.396   634,662.594   MT  0.99982342   +0 53 47.6
 GB2372
 GB2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2372!SPC TN       -   0.99996306  x   1.00002906  =   0.99999212
 GB2372!SPC KY1Z     -   0.99996306  x   1.00016537  =   1.00012843
 GB2372!SPC KY S     -   0.99996306  x   1.00003546  =   0.99999852
 GB2372!UTM  16      -   0.99996306  x   0.99982342  =   0.99978649
 GB2372
 GB2372:                Primary Azimuth Mark                     Grid Az
 GB2372:SPC TN       -  CELINA LOT NC 30                         035 13 59.8
 GB2372:SPC KY1Z     -  CELINA LOT NC 30                         035 22 20.5
 GB2372:SPC KY S     -  CELINA LOT NC 30                         035 22 27.4
 GB2372:UTM  16      -  CELINA LOT NC 30                         034 37 56.2
 GB2372
 GB2372|---------------------------------------------------------------------|
 GB2372| PID    Reference Object                     Distance      Geod. Az  |
 GB2372|                                                           dddmmss.s |
 GB2372| GB2367 CELINA LOT NC 30                    APPROX. 3.6 KM 0353143.8 |
 GB2372| CG6366 POLE RM 1                            15.770 METERS 08526     |
 GB2372| GB2368 CELINA USE FM RADIO MAST            APPROX. 4.8 KM 1292318.3 |
 GB2372| GB1592 RIVER                               APPROX. 2.1 KM 1763126.0 |
 GB2372| CG6367 POLE RM 2                            12.564 METERS 27728     |
 GB2372|---------------------------------------------------------------------|
 GB2372
 GB2372                          SUPERSEDED SURVEY CONTROL
 GB2372
 GB2372  NAD 83(1995)-  36 33 44.05814(N)    085 29 42.59048(W) AD(       ) 2
 GB2372  NAD 83(1995)-  36 33 44.06691(N)    085 29 42.59534(W) AD(       ) 2
 GB2372  NAD 83(1986)-  36 33 44.06844(N)    085 29 42.59487(W) AD(       ) 2
 GB2372  NAD 27      -  36 33 43.84794(N)    085 29 42.70485(W) AD(       ) 2
 GB2372  NGVD 29 (07/19/86)  266.0    (m)          873.     (f) VERT ANG       
 GB2372
 GB2372.Superseded values are not recommended for survey control.
 GB2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2372.See file dsdata.txt to determine how the superseded data were derived.
 GB2372
 GB2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3466347365(NAD 83)
 GB2372_MARKER: DD = SURVEY DISK
 GB2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2372
 GB2372  HISTORY     - Date     Condition        Report By
 GB2372  HISTORY     - 1966     MONUMENTED       TNHD
 GB2372
 GB2372                          STATION DESCRIPTION
 GB2372
 GB2372'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2372'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 1 MILE NORTH OF AND
 GB2372'OVERLOOKING THE TOWN OF CELINA.
 GB2372'
 GB2372'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB2372'EASTERLY ON STATE ROUTE 53 FOR 1.4 MILES TO A BRIDGE ACROSS THE OBEY
 GB2372'RIVER.  CONTINUE EASTERLY ON STATE ROUTE 53 FOR 0.95 MILE TO A PAVED
 GB2372'ROAD ON THE LEFT, TURN LEFT, NORTHEAST, AND GO 1.65 MILES ON
 GB2372'THE PAVED ROAD TO A GRAVELED ROAD LEFT, TURN LEFT, WEST, AND GO 1.9
 GB2372'MILES ON THE GRAVELED, THEN PAVED, ROAD TO A SCHOOL BUILDING
 GB2372'ON THE RIGHT AND GRAVELED FORK ON THE LEFT, TURN RIGHT, NORTHWEST,
 GB2372'AND CONTINUE ON MAIN GRAVELED ROAD FOR 0.4 MILE TO A FORK.  TAKE
 GB2372'LEFT FORK AND GO 0.05 MILE TO A CEMETERY ON RIGHT AND THE STATION
 GB2372'ON THE LEFT.
 GB2372'
 GB2372'THE STATION IS 21 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2372'GRAVELED ROAD, 13 FEET SOUTHEAST OF A 24-INCH CEDAR TREE, 11.1 FEET
 GB2372'SOUTH OF A WITNESS POST AND SIGN, 10 FEET SOUTH OF A WOVEN WIRE FENCE
 GB2372'AND 6 FEET WEST OF A GUYED POWER POLE.  THE SURFACE AND UNDERGROUND
 GB2372'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GB2372'POLE 1966.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2372'SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 8-INCH, SQUARE,
 GB2372'FLUSH, CONCRETE MONUMENT.
 GB2372'
 GB2372'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2372'THE GRAVELED ROAD AND 4 FEET SOUTH OF A WOVEN WIRE FENCE.  THE
 GB2372'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB2372'OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2372'STAMPED POLE RM-1 1966.
 GB2372'
 GB2372'REFERENCE MARK NO. 2 IS 30 FEET EAST OF AN 18-INCH CEDAR TREE, 14
 GB2372'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 3
 GB2372'FEET SOUTH OF A WOVEN WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE
 GB2372'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF AN 8-INCH, SQUARE, FLUSH,
 GB2372'CONCRETE MONUMENT AND THE DISK IS STAMPED POLE RM-2 1966.
 GB2372'
 GB2372'TRAVERSE STATIONS RIVER AND/OR CELINA WILL SERVE AS AZIMUTH MARKS.
 GB2372'SEE DESCRIPTIONS THEREOF.
 GB2372'
 GB2372'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2372'
 GB2372'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0743 ***********************************************************************
 GB0743  DESIGNATION -  POLE AZ MK
 GB0743  PID         -  GB0743
 GB0743  STATE/COUNTY-  TN/ANDERSON
 GB0743  USGS QUAD   -  WINDROCK (1975)
 GB0743
 GB0743                         *CURRENT SURVEY CONTROL
 GB0743  ___________________________________________________________________
 GB0743* NAD 83(1986)-  36 01 31.     (N)    084 17 20.     (W)     SCALED    
 GB0743* NAVD 88     -       240.060  (meters)     787.60   (feet)  ADJUSTED  
 GB0743  ___________________________________________________________________
 GB0743  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB0743  DYNAMIC HT  -         239.841 (meters)     786.88  (feet)  COMP
 GB0743  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GB0743
 GB0743  VERT ORDER  -  SECOND    CLASS 0
 GB0743
 GB0743.The horizontal coordinates were scaled from a topographic map and have
 GB0743.an estimated accuracy of +/- 6 seconds.
 GB0743
 GB0743.The orthometric height was determined by differential leveling
 GB0743.and adjusted by the National Geodetic Survey in June 1991..
 GB0743
 GB0743.The geoid height was determined by GEOID03.
 GB0743
 GB0743.The dynamic height is computed by dividing the NAVD 88
 GB0743.geopotential number by the normal gravity value computed on the
 GB0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0743.degrees latitude (g = 980.6199 gals.).
 GB0743
 GB0743.The modeled gravity was interpolated from observed gravity values.
 GB0743
 GB0743;                    North         East    Units  Estimated Accuracy
 GB0743;SPC TN       -   189,070.      754,220.      MT  (+/- 180 meters Scaled)
 GB0743
 GB0743                          SUPERSEDED SURVEY CONTROL
 GB0743
 GB0743  NGVD 29 (??/??/??)  240.23   (m)          788.2    (f) RESET       3  
 GB0743
 GB0743.Superseded values are not recommended for survey control.
 GB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0743.See file dsdata.txt to determine how the superseded data were derived.
 GB0743
 GB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE442901(NAD 83)
 GB0743_MARKER: DZ = AZIMUTH MARK DISK
 GB0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0743_STAMPING: POLE AZI 1965
 GB0743_MARK LOGO: TNHD  
 GB0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0743+STABILITY: SURFACE MOTION
 GB0743
 GB0743  HISTORY     - Date     Condition        Report By
 GB0743  HISTORY     - 1965     MONUMENTED       TNHD
 GB0743
 GB0743                          STATION DESCRIPTION
 GB0743
 GB0743'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0743'3 MI SE FROM OLIVER SPRINGS.
 GB0743'FROM THE JUNCTION OF STATE ROUTE 61 AND STATE ROUTE 62 ABOUT 3
 GB0743'MILES SOUTHEAST OF OLIVER SPRINGS, 0.8 NORTHEAST ON STATE ROUTE
 GB0743'61 TO THE MARK ON THE LEFT, 16 FEET NORTHWEST OF THE APPROXIMATE
 GB0743'CENTER OF STATE ROUTE 61, 2 FEET EAST OF A HIGHWAY SIGN AND
 GB0743'1.9 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GB0743'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GB0743'MONUMENT, STAMPED POLE AZI 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0740 ***********************************************************************
 GB0740  DESIGNATION -  POLE RM 1
 GB0740  PID         -  GB0740
 GB0740  STATE/COUNTY-  TN/ANDERSON
 GB0740  USGS QUAD   -  WINDROCK (1975)
 GB0740
 GB0740                         *CURRENT SURVEY CONTROL
 GB0740  ___________________________________________________________________
 GB0740* NAD 83(1986)-  36 01 35.     (N)    084 17 13.     (W)     SCALED    
 GB0740* NAVD 88     -       240.215  (meters)     788.11   (feet)  ADJUSTED  
 GB0740  ___________________________________________________________________
 GB0740  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB0740  DYNAMIC HT  -         239.996 (meters)     787.39  (feet)  COMP
 GB0740  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GB0740
 GB0740  VERT ORDER  -  SECOND    CLASS 0
 GB0740
 GB0740.The horizontal coordinates were scaled from a topographic map and have
 GB0740.an estimated accuracy of +/- 6 seconds.
 GB0740
 GB0740.The orthometric height was determined by differential leveling
 GB0740.and adjusted by the National Geodetic Survey in June 1991..
 GB0740
 GB0740.The geoid height was determined by GEOID03.
 GB0740
 GB0740.The dynamic height is computed by dividing the NAVD 88
 GB0740.geopotential number by the normal gravity value computed on the
 GB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0740.degrees latitude (g = 980.6199 gals.).
 GB0740
 GB0740.The modeled gravity was interpolated from observed gravity values.
 GB0740
 GB0740;                    North         East    Units  Estimated Accuracy
 GB0740;SPC TN       -   189,200.      754,390.      MT  (+/- 180 meters Scaled)
 GB0740
 GB0740                          SUPERSEDED SURVEY CONTROL
 GB0740
 GB0740  NGVD 29 (??/??/92)  240.348  (m)          788.54   (f) ADJ UNCH    2 0
 GB0740
 GB0740.Superseded values are not recommended for survey control.
 GB0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0740.See file dsdata.txt to determine how the superseded data were derived.
 GB0740
 GB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE444902(NAD 83)
 GB0740_MARKER: DR = REFERENCE MARK DISK
 GB0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0740_STAMPING: POLE RM-1 1965
 GB0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0740+STABILITY: SURFACE MOTION
 GB0740
 GB0740  HISTORY     - Date     Condition        Report By
 GB0740  HISTORY     - 1965     MONUMENTED       TNHD
 GB0740
 GB0740                          STATION DESCRIPTION
 GB0740
 GB0740'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0740'3 MI SE FROM OLIVER SPRINGS.
 GB0740'AT THE POLE 1965 STATION SITE, 29 FEET NORTHWEST OF THE APPROXIMATE
 GB0740'CENTER OF STATE ROUTE 61.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0740'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE, FLUSH MONUMENT,
 GB0740'STAMPED POLE RM-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0742 ***********************************************************************
 GB0742  DESIGNATION -  POLE RM 2
 GB0742  PID         -  GB0742
 GB0742  STATE/COUNTY-  TN/ANDERSON
 GB0742  USGS QUAD   -  WINDROCK (1975)
 GB0742
 GB0742                         *CURRENT SURVEY CONTROL
 GB0742  ___________________________________________________________________
 GB0742* NAD 83(1986)-  36 01 35.     (N)    084 17 13.     (W)     SCALED    
 GB0742* NAVD 88     -       239.846  (meters)     786.89   (feet)  ADJUSTED  
 GB0742  ___________________________________________________________________
 GB0742  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB0742  DYNAMIC HT  -         239.627 (meters)     786.18  (feet)  COMP
 GB0742  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GB0742
 GB0742  VERT ORDER  -  SECOND    CLASS 0
 GB0742
 GB0742.The horizontal coordinates were scaled from a topographic map and have
 GB0742.an estimated accuracy of +/- 6 seconds.
 GB0742
 GB0742.The orthometric height was determined by differential leveling
 GB0742.and adjusted by the National Geodetic Survey in June 1991..
 GB0742
 GB0742.The geoid height was determined by GEOID03.
 GB0742
 GB0742.The dynamic height is computed by dividing the NAVD 88
 GB0742.geopotential number by the normal gravity value computed on the
 GB0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0742.degrees latitude (g = 980.6199 gals.).
 GB0742
 GB0742.The modeled gravity was interpolated from observed gravity values.
 GB0742
 GB0742;                    North         East    Units  Estimated Accuracy
 GB0742;SPC TN       -   189,200.      754,390.      MT  (+/- 180 meters Scaled)
 GB0742
 GB0742                          SUPERSEDED SURVEY CONTROL
 GB0742
 GB0742  NGVD 29 (??/??/92)  239.980  (m)          787.33   (f) ADJ UNCH    2 0
 GB0742
 GB0742.Superseded values are not recommended for survey control.
 GB0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0742.See file dsdata.txt to determine how the superseded data were derived.
 GB0742
 GB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE444902(NAD 83)
 GB0742_MARKER: DR = REFERENCE MARK DISK
 GB0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0742_STAMPING: POLE RM-2 1965
 GB0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0742+STABILITY: SURFACE MOTION
 GB0742
 GB0742  HISTORY     - Date     Condition        Report By
 GB0742  HISTORY     - 1965     MONUMENTED       TNHD
 GB0742
 GB0742                          STATION DESCRIPTION
 GB0742
 GB0742'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0742'3 MI SE FROM OLIVER SPRINGS.
 GB0742'AT THE POLE 1965 STATION SITE, 97 FEET NORTHEAST OF THE APPROXIMATE
 GB0742'CENTER OF A PAVED ROAD AND 37 FEET NORTHWEST OF THE APPROXIMATE
 GB0742'CENTER OF STATE ROUTE 61.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0742'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GB0742'STAMPED POLE RM-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1621 ***********************************************************************
 GD1621  DESIGNATION -  POLK
 GD1621  PID         -  GD1621
 GD1621  STATE/COUNTY-  TN/OBION
 GD1621  USGS QUAD   -  OBION (1983)
 GD1621
 GD1621                         *CURRENT SURVEY CONTROL
 GD1621  ___________________________________________________________________
 GD1621* NAD 83(1995)-  36 19 01.42429(N)    089 08 17.41084(W)     ADJUSTED  
 GD1621* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 GD1621  ___________________________________________________________________
 GD1621  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GD1621  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1621
 GD1621  HORZ ORDER  -  SECOND
 GD1621
 GD1621.The horizontal coordinates were established by classical geodetic methods
 GD1621.and adjusted by the National Geodetic Survey in April 1999..
 GD1621
 GD1621.The orthometric height was scaled from a topographic map.
 GD1621
 GD1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1621
 GD1621.The geoid height was determined by GEOID03.
 GD1621
 GD1621;                    North         East     Units Scale Factor Converg.
 GD1621;SPC TN       -   224,613.825   318,240.835   MT  0.99998385   -1 50 14.0
 GD1621;SPC TN       -   736,920.52  1,044,095.14   sFT  0.99998385   -1 50 14.0
 GD1621;UTM  16      - 4,021,237.987   308,052.773   MT  1.00005397   -1 16 00.2
 GD1621
 GD1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1621!SPC TN       -   0.99998403  x   0.99998385  =   0.99996788
 GD1621!UTM  16      -   0.99998403  x   1.00005397  =   1.00003799
 GD1621
 GD1621:                Primary Azimuth Mark                     Grid Az
 GD1621:SPC TN       -  UNION CITY MUNICIPAL TANK                037 17 25.1
 GD1621:UTM  16      -  UNION CITY MUNICIPAL TANK                036 43 11.3
 GD1621
 GD1621|---------------------------------------------------------------------|
 GD1621| PID    Reference Object                     Distance      Geod. Az  |
 GD1621|                                                           dddmmss.s |
 GD1621| GD1614 UNION CITY MUNICIPAL TANK           APPROX.14.1 KM 0352711.1 |
 GD1621| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX.12.9 KM 1330013.2 |
 GD1621| GD1626 KENTON NEW MUNICIPAL TANK           APPROX.16.7 KM 1374832.6 |
 GD1621| GD1627 KENTON OLD MUNICIPAL TANK           APPROX.16.4 KM 1404456.0 |
 GD1621| CG4814 POLK RM 1                            24.671 METERS 14524     |
 GD1621| GD1636 TRIMBLE MUNICIPAL TANK              APPROX.13.4 KM 2005109.1 |
 GD1621| GD1620 OBION MUNICIPAL TANK                APPROX. 7.7 KM 2150838.1 |
 GD1621| CG4815 POLK RM 2                            23.226 METERS 26125     |
 GD1621| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX.12.6 KM 2835402.0 |
 GD1621| GD1622 TROY MUNICIPAL TANK                 APPROX. 3.8 KM 3125650.3 |
 GD1621| CG4813 POLK AZ MK                                         3552301.9 |
 GD1621|---------------------------------------------------------------------|
 GD1621
 GD1621                          SUPERSEDED SURVEY CONTROL
 GD1621
 GD1621  NAD 83(1995)-  36 19 01.42741(N)    089 08 17.41047(W) AD(       ) 2
 GD1621  NAD 83(1995)-  36 19 01.42951(N)    089 08 17.41061(W) AD(       ) 2
 GD1621  NAD 83(1986)-  36 19 01.43628(N)    089 08 17.41015(W) AD(       ) 2
 GD1621  NAD 27      -  36 19 01.19320(N)    089 08 17.16760(W) AD(       ) 2
 GD1621
 GD1621.Superseded values are not recommended for survey control.
 GD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1621.See file dsdata.txt to determine how the superseded data were derived.
 GD1621
 GD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0805321238(NAD 83)
 GD1621_MARKER: DS = TRIANGULATION STATION DISK
 GD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1621
 GD1621  HISTORY     - Date     Condition        Report By
 GD1621  HISTORY     - 1959     MONUMENTED       CGS
 GD1621  HISTORY     - 1967     GOOD             CGS
 GD1621
 GD1621                          STATION DESCRIPTION
 GD1621
 GD1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1621'THE STATION IS ABOUT 5 MILES NORTHEAST OF OBION, AND 2 MILES
 GD1621'SOUTHEAST OF TROY ON THE PROPERTY OF MR. J. B. SANDERS.  IT IS 131
 GD1621'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 101
 GD1621'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 13 FEET WEST OF THE
 GD1621'SOUTHWEST CORNER OF AN IMPLEMENT SHED, AND 11 FEET WEST OF A WHITE
 GD1621'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED POLK
 GD1621'1959.
 GD1621'
 GD1621'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN TROY,
 GD1621'GO SOUTH ON U.S. HIGHWAY 51 FOR 0.05 MILE TO A PAVED STREET LEFT.
 GD1621'TURN LEFT AND GO EAST ON THE PAVED STREET FOR 0.2 MILE TO A PAVED
 GD1621'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.3
 GD1621'MILE TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON THE PAVED ROAD
 GD1621'FOR 1.2 MILES TO A REVERSE Y-FORK.* CONTINUE SOUTHEAST ON THE
 GD1621'PAVED ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 GD1621'
 GD1621'*TO REACH THE AZIMUTH MARK FROM THE REVERSE Y-FORK, GO NORTHEAST ON
 GD1621'THE GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED T-ROAD.  TURN RIGHT AND
 GD1621'GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 GD1621'THE LEFT.
 GD1621'
 GD1621'REFERENCE MARK 1 IS 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1621'BRICK HOUSE, AND 2 FEET NORTH OF A 10 INCH LOCUST TREE.  THE
 GD1621'MONUMENT IS FLUSH AND THE DISK IS STAMPED POLK NO 1 1959.
 GD1621'
 GD1621'REFERENCE MARK 2 IS 44 FEET WEST OF A TELEPHONE POLE, AND 25 FEET
 GD1621'EAST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT IS FLUSH AND
 GD1621'THE DISK IS STAMPED POLK NO 2 1959.
 GD1621'
 GD1621'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1621'ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE
 GD1621'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GD1621'POLK 1959.
 GD1621'
 GD1621'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GD1621
 GD1621                          STATION RECOVERY (1967)
 GD1621
 GD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1621'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1621'CONDITION.
 GD1621'
 GD1621'DUE TO CHANGES IN HIGHWAYS AND ROADS, THE ORIGINAL STATION TO-REACH
 GD1621'IS NO LONGER COMPLETELY ADEQUATE.
 GD1621'
 GD1621'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1621'
 GD1621'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF OBION, 2 MILES
 GD1621'SOUTHEAST OF TROY, AND ON THE PROPERTY OF MR. J. B. SANDERS.
 GD1621'
 GD1621'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN TROY, GO SOUTH
 GD1621'ON OLD U.S. HIGHWAY 51 FOR 0.05 MILE TO A PAVED STREET LEFT, TURN
 GD1621'LEFT, EAST ON THIS PAVED STREET AND GO 0.2 MILE TO A PAVED ROAD
 GD1621'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON THIS PAVED ROAD FOR 0.15
 GD1621'MILE TO NEW U.S. HIGHWAY 51, CROSS OVER THE HIGHWAY AND CONTINUE
 GD1621'SOUTHEASTERLY ON THE PAVED ROAD FOR 0.15 MILE TO A PAVED ROAD
 GD1621'RIGHT.  HERE CONTINUE STRAIGHT AHEAD, SOUTHEASTERLY ON A PAVED ROAD
 GD1621'FOR 1.65 MILES TO THE FARM HOME OF MR. J. B. SANDERS ON THE LEFT
 GD1621'AND THE STATION AS DESCRIBED.
 GD1621'
 GD1621'THE STATION IS 131 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1621'BRICK HOUSE, 101 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED
 GD1621'ROAD, 13 FEET WEST OF THE SOUTHWEST CORNER OF AN IMPLEMENT SHED,
 GD1621'AND 11 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK SET IN
 GD1621'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1621'IS STAMPED POLK 1959.
 GD1621'
 GD1621'REFERENCE MARK NO. 1 IS 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 GD1621'OF THE BRICK HOUSE AND 2 FEET NORTH OF A 10-INCH BLACK LOCUST TREE.
 GD1621'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1621'CONCRETE MONUMENT AND THE DISK IS STAMPED POLK NO 1
 GD1621'1959.
 GD1621'
 GD1621'REFERENCE MARK NO. 2 IS 44 FEET WEST OF A TELEPHONE POLE AND 25 FEET
 GD1621'EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD.  IT IS A STANDARD
 GD1621'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT
 GD1621'1 INCH BELOW THE SURFACE OF THE LAWN, AND THE DISK IS STAMPED POLK
 GD1621'NO 2 1959.
 GD1621'
 GD1621'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1621'REFERENCE MARK NO. 2 IS 133.38 FEET - 40.653 METERS.
 GD1621'
 GD1621'THE AZIMUTH MARK IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GD1621'GRAVELED ROAD, 2 FEET EAST OF A WHITE WOODEN POST, 0.8 OF A FOOT
 GD1621'WEST OF A METAL WITNESS POST AND SIGN, AND AT THE SOUTH EDGE OF A
 GD1621'FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF 12-INCH, SQUARE,
 GD1621'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1621'POLK 1959.
 GD1621'
 GD1621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE
 GD1621'PAVED ROAD FOR 0.45 MILE TO A GRAVELED ROAD RIGHT, KEEP RIGHT ON
 GD1621'THIS GRAVELED ROAD AND GO NORTH-NORTHEASTERLY FOR 1.0 MILE TO A
 GD1621'GRAVELED CROSSROAD AND A LARGE GAS TRANSMISSION LINE VALVE COMPLEX
 GD1621'IN THE SOUTHEAST ANGLE OF THE CROSSROAD.  HERE TURN RIGHT AND
 GD1621'GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 GD1621'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1515 ***********************************************************************
 FD1515  DESIGNATION -  POLK RESET
 FD1515  PID         -  FD1515
 FD1515  STATE/COUNTY-  TN/MAURY
 FD1515  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1515
 FD1515                         *CURRENT SURVEY CONTROL
 FD1515  ___________________________________________________________________
 FD1515* NAD 83(1995)-  35 33 14.07594(N)    087 09 24.51466(W)     ADJUSTED  
 FD1515* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 FD1515  ___________________________________________________________________
 FD1515  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FD1515  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1515
 FD1515  HORZ ORDER  -  SECOND
 FD1515
 FD1515.The horizontal coordinates were established by classical geodetic methods
 FD1515.and adjusted by the National Geodetic Survey in April 1999..
 FD1515
 FD1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1515
 FD1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1515
 FD1515.The geoid height was determined by GEOID03.
 FD1515
 FD1515;                    North         East     Units Scale Factor Converg.
 FD1515;SPC TN       -   136,041.840   495,120.148   MT  0.99996029   -0 40 38.1
 FD1515;SPC TN       -   446,330.60  1,624,406.69   sFT  0.99996029   -0 40 38.1
 FD1515;UTM  16      - 3,934,483.699   485,787.952   MT  0.99960249   -0 05 28.2
 FD1515
 FD1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1515!SPC TN       -   0.99996248  x   0.99996029  =   0.99992277
 FD1515!UTM  16      -   0.99996248  x   0.99960249  =   0.99956498
 FD1515
 FD1515|---------------------------------------------------------------------|
 FD1515| PID    Reference Object                     Distance      Geod. Az  |
 FD1515|                                                           dddmmss.s |
 FD1515| CG6368 POLK RM 1                            30.005 METERS 08253     |
 FD1515| FD1565 SUMMER                              APPROX.15.7 KM 2420421.7 |
 FD1515| FD0768 POLK AZ MK                                         3401614.7 |
 FD1515| CG6369 POLK RM 2                            37.350 METERS 34023     |
 FD1515|---------------------------------------------------------------------|
 FD1515
 FD1515                          SUPERSEDED SURVEY CONTROL
 FD1515
 FD1515  NAD 83(1995)-  35 33 14.07876(N)    087 09 24.51682(W) AD(       ) 2
 FD1515  NAD 83(1986)-  35 33 14.08686(N)    087 09 24.51651(W) AD(       ) 2
 FD1515  NAD 27      -  35 33 13.82100(N)    087 09 24.49000(W) AD(       ) 2
 FD1515  NGVD 29 (07/19/86)  267.0    (m)          876.     (f) VERT ANG       
 FD1515
 FD1515.Superseded values are not recommended for survey control.
 FD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1515.See file dsdata.txt to determine how the superseded data were derived.
 FD1515
 FD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8578834484(NAD 83)
 FD1515_MARKER: DS = TRIANGULATION STATION DISK
 FD1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1515
 FD1515  HISTORY     - Date     Condition        Report By
 FD1515  HISTORY     - 1962     MONUMENTED       CGS
 FD1515  HISTORY     - 1962     GOOD             TNHD
 FD1515
 FD1515                          STATION DESCRIPTION
 FD1515
 FD1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1515'THE UNDERGROUND STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO
 FD1515'2, AND THE AZIMUTH MARK
 FD1515'WERE RECOVERED AND FOUND IN EXCELLENT CONDITION.
 FD1515'THE SURFACE STATION MARK WAS FOUND
 FD1515'DUG OUT OF THE GROUND AND THE DISK
 FD1515'COULD NOT BE FOUND.  ALL HORIZONTAL MEASUREMENTS WERE
 FD1515'MADE TO THE
 FD1515'REFERENCE MARKS FROM THE UNDERGROUND MARK AND CHECKED THE ORIGINAL
 FD1515'MEASUREMENTS.  A
 FD1515'NEW SURFACE MARK WAS ESTABLISHED IN THE EXACT
 FD1515'ORIGINAL POSITION DIRECTLY OVER THE
 FD1515'UNDERGROUND MARK AND THE DISK WAS
 FD1515'STAMPED POLK 1934 1962.
 FD1515'
 FD1515'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1515'
 FD1515'STATION IS ABOUT 8 MILES SOUTHWEST BY SOUTH OF COLUMBIA, 3 MILES
 FD1515'NORTHWEST OF MOUNT
 FD1515'PLEASANT, AND IN A GROVE OF TREES AT THE TOP OF A HIGH HILL ON
 FD1515'THE OLD POLK ESTATE NOW
 FD1515'OWNED BY OLIVER M BABCOCK.
 FD1515'
 FD1515'TO REACH FROM THE POST OFFICE, JUST NORTH OF THE SQUARE IN MOUNT
 FD1515'PLEASANT, GO NORTHEASTERLY
 FD1515'ON U S HIGHWAY 43 FOR 3.65 MILES TO THE TOP OF A HILL
 FD1515'AND THE AZIMUTH MARK ON THE
 FD1515'RIGHT JUST SOUTHWEST OF TELEPHONE POLE NO
 FD1515'269 WHICH HAS A WHITE CROSS PAINTED ON IT.
 FD1515'CONTINUE NORTHEASTERLY ON
 FD1515'U S HIGHWAY 43 FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT
 FD1515'LEADING INTO THE
 FD1515'BABCOCK RESIDENCE, CONTINUE ON HIGHWAY 43 FOR 0.1 MILE TO A FARM
 FD1515'DRIVE ON THE RIGHT.
 FD1515'HERE TURN RIGHT ON THIS FARM DRIVEWAY
 FD1515'SOUTHEASTERLY FOR 0.3 MILE TO A WOODEN
 FD1515'GATE OVER A SMALL BRIDGE, PASS
 FD1515'THROUGH THIS GATE AND CONTINUE ON FARM DRIVE, UPHILL,
 FD1515'PASSING A LARGE
 FD1515'TOBACCO BARN ON THE RIGHT FOR 0.8 MILE TO A GATE AT THE NORTHWEST
 FD1515'CORNER OF A SECOND
 FD1515'TOBACCO BARN.  PASS THROUGH THIS GATE AND GO
 FD1515'SOUTHWESTERLY AND WEST ALONG THE
 FD1515'NORTH EDGE OF A CLEARING FOR 0.25
 FD1515'MILE TO A WIRE GATE IN THE SOUTHWEST CORNER OF THE
 FD1515'CLEARING.  PASS
 FD1515'THROUGH THIS GATE ABOUT 10 YARDS TO THE END OF TRUCK TRAVEL, TURN
 FD1515'LEFT THROUGH A
 FD1515'GATE IN A NORTH-SOUTH FENCE AND PACK WESTERLY THROUGH
 FD1515'THE WOODS FOR ABOUT 100 FEET TO
 FD1515'THE TOP OF THE HILL AND THE STATION.
 FD1515'
 FD1515'THE STATION IS ON THE HIGHEST POINT OF THE HILL IN DENSE WOODS AND
 FD1515'3.5 FEET EAST OF A METAL
 FD1515'WITNESS POST AND TVA SIGN.  IT IS A STANDARD DISK SET
 FD1515'IN THE TOP OF A 10-INCH, ROUND,
 FD1515'CONCRETE MONUMENT THAT PROJECTS 6
 FD1515'INCHES AND THE DISK IS STAMPED POLK 1934 1962.
 FD1515'
 FD1515'REFERENCE MARK NO 1 IS ON THE EAST SLOPE OF THE HILL ABOUT 5 FEET
 FD1515'BELOW THE ELEVATION OF
 FD1515'THE STATION.  IT IS 4 FEET SOUTHEAST OF A 24-INCH ELM
 FD1515'TREE AND 1.5 FEET NORTH OF A
 FD1515'METAL WITNESS POST AND TVA SIGN.  IT IS
 FD1515'A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1515'ROUND, CONCRETE MONUMENT
 FD1515'THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED POLK NO 1 1934.
 FD1515'
 FD1515'REFERENCE MARK NO 2 IS NORTH OF THE STATION IN DENSE WOODS AND ABOUT
 FD1515'2 FEET BELOW THE
 FD1515'ELEVATION OF THE STATION.  IT IS 1.5 FEET SOUTH OF A METAL
 FD1515'WITNESS POST AND TVA SIGN.
 FD1515'IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1515'10-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1515'PROJECTS 12 INCHES AND THE
 FD1515'DISK IS STAMPED POLK NO 2 1934.
 FD1515'
 FD1515'THE AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE CENTER OF U S HIGHWAY
 FD1515'43, 6.2 FEET SOUTHWEST
 FD1515'OF TELEPHONE POLE NO 269, 1.7 FEET NORTH OF A METAL
 FD1515'WITNESS POST AND TVA SIGN, AND 1
 FD1515'FOOT NORTHWEST OF WOVEN WIRE FENCE.
 FD1515'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1515'OF A 10-INCH,
 FD1515'ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE
 FD1515'DISK IS STAMPED
 FD1515'POLK AZIMUTH 1934.
 FD1515'
 FD1515'THIS STATION WILL BE OCCUPIED BY THE TENNESSEE HIGHWAY CONTROL
 FD1515'SURVEYS PARTY.
 FD1515
 FD1515                          STATION RECOVERY (1962)
 FD1515
 FD1515'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD1515'THE STATION WAS FOUND AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND THE
 FD1515'DESCRIPTION IS
 FD1515'COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN AND THE
 FD1515'1934 OBSERVATIONS WERE CHECKED.
 FD1515'A DISCREPANCY OF SEVEN MINUTES WAS
 FD1515'NOTED IN THE DIRECTION TO REFERENCE MARK NO 1.  A
 FD1515'SECOND SET OF 3
 FD1515'POSITIONS WAS TAKEN AND MEANED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2448 ***********************************************************************
 FE2448  DESIGNATION -  POND
 FE2448  PID         -  FE2448
 FE2448  STATE/COUNTY-  TN/DYER
 FE2448  USGS QUAD   -  BONICORD (1983)
 FE2448
 FE2448                         *CURRENT SURVEY CONTROL
 FE2448  ___________________________________________________________________
 FE2448* NAD 83(1995)-  35 57 59.80124(N)    089 20 17.68002(W)     ADJUSTED  
 FE2448* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 FE2448  ___________________________________________________________________
 FE2448  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FE2448  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2448
 FE2448  HORZ ORDER  -  THIRD
 FE2448
 FE2448.The horizontal coordinates were established by classical geodetic methods
 FE2448.and adjusted by the National Geodetic Survey in April 1999..
 FE2448
 FE2448.The orthometric height was scaled from a topographic map.
 FE2448
 FE2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2448
 FE2448.The geoid height was determined by GEOID03.
 FE2448
 FE2448;                    North         East     Units Scale Factor Converg.
 FE2448;SPC TN       -   186,345.597   298,957.864   MT  0.99995107   -1 57 15.6
 FE2448;SPC TN       -   611,368.85    980,830.93   sFT  0.99995107   -1 57 15.6
 FE2448;UTM  16      - 3,982,772.833   289,152.481   MT  1.00014782   -1 22 25.6
 FE2448
 FE2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2448!SPC TN       -   0.99998761  x   0.99995107  =   0.99993868
 FE2448!UTM  16      -   0.99998761  x   1.00014782  =   1.00013543
 FE2448
 FE2448|---------------------------------------------------------------------|
 FE2448| PID    Reference Object                     Distance      Geod. Az  |
 FE2448|                                                           dddmmss.s |
 FE2448| CG4817 POND RM 1                            18.448 METERS 00904     |
 FE2448| FE2449 23 14 15                              5.849 METERS 10052     |
 FE2448| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX. 3.9 KM 1372404.5 |
 FE2448| FE2454 HALLS MUNICIPAL TANK                APPROX.11.4 KM 2063328.8 |
 FE2448| CG4816 POND AZ MK                                         2833331.2 |
 FE2448| GD1651 DYERSBURG MUNICIPAL STANDPIPE       APPROX. 9.1 KM 3332847.7 |
 FE2448| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX. 7.8 KM 3352819.4 |
 FE2448| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX. 9.2 KM 3425014.7 |
 FE2448| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX. 9.7 KM 3433714.2 |
 FE2448|---------------------------------------------------------------------|
 FE2448
 FE2448                          SUPERSEDED SURVEY CONTROL
 FE2448
 FE2448  NAD 83(1995)-  35 57 59.80534(N)    089 20 17.68158(W) AD(       ) 3
 FE2448  NAD 83(1986)-  35 57 59.81241(N)    089 20 17.68011(W) AD(       ) 3
 FE2448  NAD 27      -  35 57 59.55380(N)    089 20 17.42860(W) AD(       ) 3
 FE2448
 FE2448.Superseded values are not recommended for survey control.
 FE2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2448.See file dsdata.txt to determine how the superseded data were derived.
 FE2448
 FE2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8915282773(NAD 83)
 FE2448_MARKER: DS = TRIANGULATION STATION DISK
 FE2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2448_STAMPING: POND 1959
 FE2448_PROJECTION: FLUSH
 FE2448_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2448
 FE2448  HISTORY     - Date     Condition        Report By
 FE2448  HISTORY     - 1959     MONUMENTED       CGS
 FE2448  HISTORY     - 19961105 GOOD             USE
 FE2448
 FE2448                          STATION DESCRIPTION
 FE2448
 FE2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2448'THE STATION IS ABOUT 6 MILES SOUTHEAST OF DYERSBURG AND ABOUT 3 MILES
 FE2448'EAST OF FOUR POINTS, ON THE PROPERTY OF MISS INEZ GOLDEN.  IT IS 34
 FE2448'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 20, 99 FEET NORTHWEST
 FE2448'OF THE NORTHWEST CORNER OF A BRICK HOUSE, AND 50 FEET EAST OF A POWER
 FE2448'POLE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FE2448'POND 1959.
 FE2448'
 FE2448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2448'HIGHWAY 20 IN FOUR POINTS, GO EAST ON HIGHWAY 20 FOR 2.4 MILES TO
 FE2448'A DIRT DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 FE2448'CONTINUE EAST ON HIGHWAY 20 FOR 0.55 MILES TO STATION ON THE RIGHT.
 FE2448'
 FE2448'REFERENCE MARK 1 IS 6 INCHES SOUTH OF A WIRE FENCE, 26 FEET NORTH OF
 FE2448'THE CENTERLINE OF HIGHWAY 20, 1 FOOT WEST OF A POWER POLE AND 2
 FE2448'FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND
 FE2448'THE DISK IS STAMPED POND NO 1 1959.
 FE2448'
 FE2448'23-14-15 TENNESSEE DIV. OF GEOLOGY, IS A TENNESSEE DIVISION OF
 FE2448'GEOLOGY BENCH MARK STAMPED TENNESSEE DIV. OF GEOLOGY 23-14-15,
 FE2448'SET IN AN 8 INCH CONCRETE MONUMENT WHICH PROJECTS 14 INCHES.  IT IS
 FE2448'90 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, AND 34
 FE2448'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20.
 FE2448'
 FE2448'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20, 12
 FE2448'FEET WEST OF THE CENTERLINE OF A DIRT DRIVEWAY, 1 FOOT SOUTHEAST OF
 FE2448'A FENCE CORNER, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND
 FE2448'POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2448'POND 1959.
 FE2448'
 FE2448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2448
 FE2448                          STATION RECOVERY (1996)
 FE2448
 FE2448'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2448'AS DESCRIBED.  TENN DIV OF GEOLOGY MARK 23-14-15 FOUND GOOD.  HIGHWAY
 FE2448'20 IS NOW HIGHWAY 210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1366 ***********************************************************************
 GC1366  DESIGNATION -  POND AZ MK
 GC1366  PID         -  GC1366
 GC1366  STATE/COUNTY-  TN/DICKSON
 GC1366  USGS QUAD   -  DICKSON (1986)
 GC1366
 GC1366                         *CURRENT SURVEY CONTROL
 GC1366  ___________________________________________________________________
 GC1366* NAD 83(1986)-  36 06 38.     (N)    087 26 00.     (W)     SCALED    
 GC1366* NAVD 88     -       282.214  (meters)     925.90   (feet)  ADJUSTED  
 GC1366  ___________________________________________________________________
 GC1366  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1366  DYNAMIC HT  -         281.967 (meters)     925.09  (feet)  COMP
 GC1366  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 GC1366
 GC1366  VERT ORDER  -  FIRST     CLASS II
 GC1366
 GC1366.The horizontal coordinates were scaled from a topographic map and have
 GC1366.an estimated accuracy of +/- 6 seconds.
 GC1366
 GC1366.The orthometric height was determined by differential leveling
 GC1366.and adjusted by the National Geodetic Survey in June 1991..
 GC1366
 GC1366.The geoid height was determined by GEOID03.
 GC1366
 GC1366.The dynamic height is computed by dividing the NAVD 88
 GC1366.geopotential number by the normal gravity value computed on the
 GC1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1366.degrees latitude (g = 980.6199 gals.).
 GC1366
 GC1366.The modeled gravity was interpolated from observed gravity values.
 GC1366
 GC1366;                    North         East    Units  Estimated Accuracy
 GC1366;SPC TN       -   198,130.      470,960.      MT  (+/- 180 meters Scaled)
 GC1366
 GC1366                          SUPERSEDED SURVEY CONTROL
 GC1366
 GC1366  NGVD 29 (??/??/92)  282.205  (m)          925.87   (f) ADJ UNCH    1 2
 GC1366
 GC1366.Superseded values are not recommended for survey control.
 GC1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1366.See file dsdata.txt to determine how the superseded data were derived.
 GC1366
 GC1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE609962(NAD 83)
 GC1366_MARKER: DR = REFERENCE MARK DISK
 GC1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1366_STAMPING: POND AZI 1934
 GC1366_MARK LOGO: CGS   
 GC1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1366+STABILITY: SURFACE MOTION
 GC1366
 GC1366  HISTORY     - Date     Condition        Report By
 GC1366  HISTORY     - 1934     MONUMENTED       CGS
 GC1366  HISTORY     - 1948     GOOD             CGS
 GC1366
 GC1366                          STATION DESCRIPTION
 GC1366
 GC1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1366'3.6 MI NW FROM DICKSON.
 GC1366'3.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC1366'LOUIS RAILWAY FROM THE STATION AT DICKSON, THENCE ABOUT 0.35
 GC1366'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE WEST
 GC1366'ALONG OLD U.S. HIGHWAY 70, IN THE WEST EDGE OF POND COMMUNITY,
 GC1366'ABOUT 0.2 MILE WEST OF A CHURCH, 270 FEET WEST OF THE CENTER OF
 GC1366'THE JUNCTION OF A GRAVEL ROAD NORTH AND THE INTERSECTION OF AN
 GC1366'ABANDONED RAILWAY BED, 19 FEET NORTH OF THE CENTER LINE OF THE
 GC1366'OLD HIGHWAY, ON TOP OF A BANK ALONG A 3-FOOT CUT, 140 FEET WEST
 GC1366'OF TELEPHONE POLE 39, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 GC1366'ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GC1366'POST PROJECTING 8 INCHES.  NOTE-- POST IS LEANING EASTWARD BUT
 GC1366'APPARENTLY TIGHT AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1363 ***********************************************************************
 GC1363  DESIGNATION -  POND RESET
 GC1363  PID         -  GC1363
 GC1363  STATE/COUNTY-  TN/DICKSON
 GC1363  USGS QUAD   -  DICKSON (1986)
 GC1363
 GC1363                         *CURRENT SURVEY CONTROL
 GC1363  ___________________________________________________________________
 GC1363* NAD 83(1995)-  36 06 31.51860(N)    087 25 33.67073(W)     ADJUSTED  
 GC1363* NAVD 88     -       289.945  (meters)     951.26   (feet)  ADJUSTED  
 GC1363  ___________________________________________________________________
 GC1363  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GC1363  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1363  DYNAMIC HT  -         289.691 (meters)     950.43  (feet)  COMP
 GC1363  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 GC1363
 GC1363  HORZ ORDER  -  SECOND
 GC1363  VERT ORDER  -  FIRST     CLASS II
 GC1363
 GC1363.The horizontal coordinates were established by classical geodetic methods
 GC1363.and adjusted by the National Geodetic Survey in April 1999..
 GC1363
 GC1363.The orthometric height was determined by differential leveling
 GC1363.and adjusted by the National Geodetic Survey in June 1991..
 GC1363
 GC1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1363
 GC1363.The geoid height was determined by GEOID03.
 GC1363
 GC1363.The dynamic height is computed by dividing the NAVD 88
 GC1363.geopotential number by the normal gravity value computed on the
 GC1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1363.degrees latitude (g = 980.6199 gals.).
 GC1363
 GC1363.The modeled gravity was interpolated from observed gravity values.
 GC1363
 GC1363;                    North         East     Units Scale Factor Converg.
 GC1363;SPC TN       -   197,917.769   471,611.276   MT  0.99995986   -0 50 05.5
 GC1363;SPC TN       -   649,335.21  1,547,277.99   sFT  0.99995986   -0 50 05.5
 GC1363;UTM  16      - 3,996,095.109   461,656.541   MT  0.99961811   -0 15 03.8
 GC1363
 GC1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1363!SPC TN       -   0.99995902  x   0.99995986  =   0.99991888
 GC1363!UTM  16      -   0.99995902  x   0.99961811  =   0.99957714
 GC1363
 GC1363:                Primary Azimuth Mark                     Grid Az
 GC1363:SPC TN       -  SYLVIA ST FOREST LOT HR 32               000 53 27.0
 GC1363:UTM  16      -  SYLVIA ST FOREST LOT HR 32               000 18 25.3
 GC1363
 GC1363|---------------------------------------------------------------------|
 GC1363| PID    Reference Object                     Distance      Geod. Az  |
 GC1363|                                                           dddmmss.s |
 GC1363| GC2564 SYLVIA ST FOREST LOT HR 32          APPROX. 4.7 KM 0000321.5 |
 GC1363| GC2556 PROMISE                             APPROX.14.7 KM 0365952.0 |
 GC1363| GC2562 DICKSON MUNICIPAL TANK              APPROX. 4.9 KM 1413003.4 |
 GC1363| CG6371 POND AZ MK RESET                                   2280047.5 |
 GC1363| GC1364 POND RM 1                            48.555 METERS 27822     |
 GC1363| GC1366 POND AZ MK                                         2883053.9 |
 GC1363| CG6372 POND RM 3                            25.448 METERS 30111     |
 GC1363| GC1365 POND RM 2                            36.621 METERS 35759     |
 GC1363|---------------------------------------------------------------------|
 GC1363
 GC1363                          SUPERSEDED SURVEY CONTROL
 GC1363
 GC1363  NAD 83(1995)-  36 06 31.52012(N)    087 25 33.67372(W) AD(       ) 2
 GC1363  NAD 83(1995)-  36 06 31.52134(N)    087 25 33.67454(W) AD(       ) 2
 GC1363  NAD 83(1986)-  36 06 31.52875(N)    087 25 33.67331(W) AD(       ) 2
 GC1363  NAD 27      -  36 06 31.31300(N)    087 25 33.63200(W) AD(       ) 2
 GC1363  NGVD 29 (??/??/92)  289.936  (m)          951.23   (f) ADJ UNCH    1 2
 GC1363
 GC1363.Superseded values are not recommended for survey control.
 GC1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1363.See file dsdata.txt to determine how the superseded data were derived.
 GC1363
 GC1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6165796095(NAD 83)
 GC1363_MARKER: DS = TRIANGULATION STATION DISK
 GC1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1363_STAMPING: POND 1934
 GC1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1363+STABILITY: SURFACE MOTION
 GC1363
 GC1363  HISTORY     - Date     Condition        Report By
 GC1363  HISTORY     - 1934     MONUMENTED       CGS
 GC1363  HISTORY     - 1948     GOOD             NGS
 GC1363  HISTORY     - 1953     GOOD             CGS
 GC1363
 GC1363                          STATION DESCRIPTION
 GC1363
 GC1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC1363'ABOUT 1/2 MILE NORTHEAST OF POND RAILROAD STATION, ON PROPERTY OF
 GC1363'GEORGE MILLER, INSIDE FENCE IN CULTIVATED FIELD, 9 FEET SOUTH OF
 GC1363'EAST-WEST FENCE LINE, 9 FEET WEST OF NORTH-SOUTH FENCE LINE, 40 FEET
 GC1363'SOUTH OF CENTER LINE OF HIGHWAY, AND 32 FEET SOUTHWEST OF 12-INCH
 GC1363'OAK WITH TRIANGULAR BLAZE.  TO REACH FROM JUNCTION OF U.S. ROUTE 70
 GC1363'AND STATE ROUTE 48 IN DICKSON, GO WEST 0.9 MILE ON ROUTE 70 TO FORK
 GC1363'JUST BEFORE REACHING OVERHEAD RAILROAD BRIDGE, FOLLOW RIGHT FORK 2.2
 GC1363'MILES TO TRIANGLE-BLAZED TREE ON LEFT (JUST AFTER PASSING HOME OF MR.
 GC1363'DAVIS (SMALL WHITE HOUSE) ON RIGHT) AT STATION.  SURFACE AND
 GC1363'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC1363'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GC1363'CONCRETE.  NO. 1 IS 60 FEET SOUTH OF CENTER LINE OF
 GC1363'HIGHWAY, 3 FEET NORTH OF FENCE LINE, AND 159.30 FEET FROM STATION.
 GC1363'NO. 2 IS 60 FEET NORTH OF CENTER LINE OF
 GC1363'HIGHWAY, 40 FEET WEST OF FENCE LINE, 4 FEET EAST-SOUTHEAST OF
 GC1363'8-INCH OAK, AND 120.15 FEET FROM STATION.
 GC1363'AZIMUTH MARK IS 18 FEET NORTH OF CENTER LINE OF HIGHWAY, 0.05
 GC1363'MILE WEST OF RAILROAD CROSSING, AND 0.4 MILE BY ROAD FROM STATION.
 GC1363
 GC1363                          STATION RECOVERY (1948)
 GC1363
 GC1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GC1363'3.6 MI NW FROM DICKSON.
 GC1363'3.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC1363'LOUIS RAILWAY FROM THE STATION AT DICKSON, THENCE ABOUT 0.35
 GC1363'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE EAST
 GC1363'ALONG OLD U.S. HIGHWAY 70, AT POND, IN THE NORTHEAST CORNER OF A
 GC1363'PASTURE, 62 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 84
 GC1363'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH TO A WHITE
 GC1363'FRAME HOUSE, 35 FEET SOUTH OF AN EAST-WEST FENCE LINE, 11 FEET
 GC1363'WEST OF A NORTH-SOUTH FENCE LINE, 120 FEET SOUTH AND ACROSS OLD
 GC1363'HIGHWAY FROM R.M. 2, 159.5 FEET EAST OF R.M. NO. 1, 1 1/2 FEET
 GC1363'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD
 GC1363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GC1363
 GC1363                          STATION RECOVERY (1953)
 GC1363
 GC1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1363'STATION WAS RECOVERED BY THIS PARTY.  THE STATION MARK WAS FOUND IN
 GC1363'GOOD CONDITION BUT WAS REMARKED AND LOWERED BY THIS PARTY.
 GC1363'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK NO. 2 WAS
 GC1363'IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED AND WAS
 GC1363'DESTROYED BY THIS PARTY.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3
 GC1363'WERE ESTABLISHED BY THIS PARTY. THE DISTANCE AND DIRECTION TO R.M. NO
 GC1363'2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 GC1363'
 GC1363'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DICKSON ON PROPERTY
 GC1363'OWNED BY MR. CLYDE DAVIS.  IT IS 81 FEET NORTHWEST OF THE NORTHWEST
 GC1363'CORNER OF A LARGE FRAME HOUSE, 63 FEET SOUTH OF THE CENTER OF A PAVED
 GC1363'ROAD 15 FEET WEST OF A FENCE LINE AND WHITE WITNESS POST AND 36
 GC1363'FEET SOUTH OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS ABOUT
 GC1363'14 INCHES BELOW GROUND AND THE DISK IS STAMPED POND 1934 1953
 GC1363'
 GC1363'REFERENCE MARK NO. 2 IS 120.15 FEET NORTH OF THE STATION, 50 FEET
 GC1363'NORTH OF THE CENTER OF THE PAVED ROAD AND 25 FEET SOUTH OF THE
 GC1363'SOUTHWEST CORNER OF A HOUSE.  THE MARK PROJECTS ABOUT 12 INCHES AND
 GC1363'THE DISK IS STAMPED POND NO 2 1934.
 GC1363'
 GC1363'REFERENCE MARK NO. 3 IS 83.49 FEET NORTHWEST OF THE STATION, 28 FEET
 GC1363'SOUTH OF THE CENTER OF THE PAVED ROAD, 5 FEET NORTH OF A 6 INCH
 GC1363'OAK TREE AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2
 GC1363'INCHES AND THE DISK IS STAMPED POND NO 3 1934 1953.
 GC1363'
 GC1363'AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION, 100 FEET
 GC1363'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME SCHOOL BUILDING
 GC1363'AND 60 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK
 GC1363'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED POND 1934 RESET 1953
 GC1363'
 GC1363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND U.S.
 GC1363'HIGHWAY 70 IN DICKSON, GO WEST ON HIGHWAY 70 FOR 0.9 MILE TO A SIDE
 GC1363'ROAD RIGHT JUST BEFORE REACHING A RAILROAD OVERPASS, TURN RIGHT ON
 GC1363'PAVED ROAD FOR 2.3 MILES TO THE STATION ON THE LEFT AS
 GC1363'DESCRIBED, CONTINUE AHEAD FOR 0.2 MILE TO A REVERSE FORK, TURN SHARP
 GC1363'LEFT AND FOLLOW GRAVEL ROAD FOR 0.15 MILE TO SCHOOL ON THE LEFT AND
 GC1363'AZIMUTH MARK AS DESCRIBED.
 GC1363'
 GC1363'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1364 ***********************************************************************
 GC1364  DESIGNATION -  POND RM 1
 GC1364  PID         -  GC1364
 GC1364  STATE/COUNTY-  TN/DICKSON
 GC1364  USGS QUAD   -  DICKSON (1986)
 GC1364
 GC1364                         *CURRENT SURVEY CONTROL
 GC1364  ___________________________________________________________________
 GC1364* NAD 83(1986)-  36 06 31.     (N)    087 25 33.     (W)     SCALED    
 GC1364* NAVD 88     -       289.111  (meters)     948.52   (feet)  ADJUSTED  
 GC1364  ___________________________________________________________________
 GC1364  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1364  DYNAMIC HT  -         288.858 (meters)     947.70  (feet)  COMP
 GC1364  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 GC1364
 GC1364  VERT ORDER  -  FIRST     CLASS II
 GC1364
 GC1364.The horizontal coordinates were scaled from a topographic map and have
 GC1364.an estimated accuracy of +/- 6 seconds.
 GC1364
 GC1364.The orthometric height was determined by differential leveling
 GC1364.and adjusted by the National Geodetic Survey in June 1991..
 GC1364
 GC1364.The geoid height was determined by GEOID03.
 GC1364
 GC1364.The dynamic height is computed by dividing the NAVD 88
 GC1364.geopotential number by the normal gravity value computed on the
 GC1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1364.degrees latitude (g = 980.6199 gals.).
 GC1364
 GC1364.The modeled gravity was interpolated from observed gravity values.
 GC1364
 GC1364;                    North         East    Units  Estimated Accuracy
 GC1364;SPC TN       -   197,900.      471,630.      MT  (+/- 180 meters Scaled)
 GC1364
 GC1364                          SUPERSEDED SURVEY CONTROL
 GC1364
 GC1364  NGVD 29 (??/??/92)  289.102  (m)          948.50   (f) ADJ UNCH    1 2
 GC1364
 GC1364.Superseded values are not recommended for survey control.
 GC1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1364.See file dsdata.txt to determine how the superseded data were derived.
 GC1364
 GC1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE616960(NAD 83)
 GC1364_MARKER: DR = REFERENCE MARK DISK
 GC1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1364_STAMPING: POND NO 1 1934
 GC1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1364+STABILITY: SURFACE MOTION
 GC1364
 GC1364  HISTORY     - Date     Condition        Report By
 GC1364  HISTORY     - 1934     MONUMENTED       CGS
 GC1364  HISTORY     - 1948     GOOD             NGS
 GC1364
 GC1364                          STATION DESCRIPTION
 GC1364
 GC1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1364'3.6 MI NW FROM DICKSON.
 GC1364'3.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC1364'LOUIS RAILWAY FROM THE STATION AT DICKSON, THENCE ABOUT 0.35
 GC1364'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE EAST
 GC1364'ALONG OLD U.S. HIGHWAY 70, IN A PASTURE ON THE SOUTH SIDE OF THE
 GC1364'OLD HIGHWAY, 159.5 FEET WEST OF THE STATION MARK, 57 FEET SOUTH
 GC1364'OF THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF AN EAST-WEST
 GC1364'FENCE LINE, 87.5 FEET EAST OF A NORTH-SOUTH FENCE LINE, 60.5 FEET
 GC1364'SOUTHEAST OF A POWER POLE, 122 FEET NORTHEAST OF THE NORTHEAST
 GC1364'CORNER OF A WHITE FRAME HOUSE, 1 1/2 FEET WEST OF A WHITE
 GC1364'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GC1364'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1365 ***********************************************************************
 GC1365  DESIGNATION -  POND RM 2
 GC1365  PID         -  GC1365
 GC1365  STATE/COUNTY-  TN/DICKSON
 GC1365  USGS QUAD   -  DICKSON (1986)
 GC1365
 GC1365                         *CURRENT SURVEY CONTROL
 GC1365  ___________________________________________________________________
 GC1365* NAD 83(1986)-  36 06 31.     (N)    087 25 33.     (W)     SCALED    
 GC1365* NAVD 88     -       288.859  (meters)     947.70   (feet)  ADJUSTED  
 GC1365  ___________________________________________________________________
 GC1365  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1365  DYNAMIC HT  -         288.606 (meters)     946.87  (feet)  COMP
 GC1365  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 GC1365
 GC1365  VERT ORDER  -  FIRST     CLASS II
 GC1365
 GC1365.The horizontal coordinates were scaled from a topographic map and have
 GC1365.an estimated accuracy of +/- 6 seconds.
 GC1365
 GC1365.The orthometric height was determined by differential leveling
 GC1365.and adjusted by the National Geodetic Survey in June 1991..
 GC1365
 GC1365.The geoid height was determined by GEOID03.
 GC1365
 GC1365.The dynamic height is computed by dividing the NAVD 88
 GC1365.geopotential number by the normal gravity value computed on the
 GC1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1365.degrees latitude (g = 980.6199 gals.).
 GC1365
 GC1365.The modeled gravity was interpolated from observed gravity values.
 GC1365
 GC1365;                    North         East    Units  Estimated Accuracy
 GC1365;SPC TN       -   197,900.      471,630.      MT  (+/- 180 meters Scaled)
 GC1365
 GC1365                          SUPERSEDED SURVEY CONTROL
 GC1365
 GC1365  NGVD 29 (??/??/92)  288.850  (m)          947.67   (f) ADJ UNCH    1 2
 GC1365
 GC1365.Superseded values are not recommended for survey control.
 GC1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1365.See file dsdata.txt to determine how the superseded data were derived.
 GC1365
 GC1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE616960(NAD 83)
 GC1365_MARKER: DR = REFERENCE MARK DISK
 GC1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1365_STAMPING: POND NO 2 1934
 GC1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1365+STABILITY: SURFACE MOTION
 GC1365
 GC1365  HISTORY     - Date     Condition        Report By
 GC1365  HISTORY     - 1934     MONUMENTED       CGS
 GC1365  HISTORY     - 1948     GOOD             NGS
 GC1365
 GC1365                          STATION DESCRIPTION
 GC1365
 GC1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1365'3.6 MI NW FROM DICKSON.
 GC1365'3.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC1365'LOUIS RAILWAY FROM THE STATION AT DICKSON, THENCE ABOUT 0.35
 GC1365'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE EAST
 GC1365'ALONG OLD U.S. HIGHWAY 70, ON THE NORTH SIDE OF THE HIGHWAY IN
 GC1365'THE SOUTHEAST PART OF YARD AT A SMALL WHITE FRAME HOUSE, 120
 GC1365'FEET NORTH AND ACROSS THE HIGHWAY FROM THE STATION MARK, 59 FEET
 GC1365'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHEAST OF THE
 GC1365'SOUTHEAST CORNER OF THE HOUSE, 25 FEET WEST OF THE CENTER LINE
 GC1365'OF A CINDER DRIVE WAY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GC1365'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1817 ***********************************************************************
 FC1817  DESIGNATION -  PONE
 FC1817  PID         -  FC1817
 FC1817  STATE/COUNTY-  TN/MCMINN
 FC1817  USGS QUAD   -  TRANQUILLITY (1990)
 FC1817
 FC1817                         *CURRENT SURVEY CONTROL
 FC1817  ___________________________________________________________________
 FC1817* NAD 83(1995)-  35 31 46.26853(N)    084 43 07.09465(W)     ADJUSTED  
 FC1817* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 FC1817  ___________________________________________________________________
 FC1817  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FC1817  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC1817
 FC1817  HORZ ORDER  -  SECOND
 FC1817
 FC1817.The horizontal coordinates were established by classical geodetic methods
 FC1817.and adjusted by the National Geodetic Survey in April 1999..
 FC1817
 FC1817.The orthometric height was scaled from a topographic map.
 FC1817
 FC1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1817
 FC1817.The geoid height was determined by GEOID03.
 FC1817
 FC1817;                    North         East     Units Scale Factor Converg.
 FC1817;SPC TN       -   133,476.650   716,207.015   MT  0.99996245   +0 45 00.6
 FC1817;SPC TN       -   437,914.64  2,349,755.85   sFT  0.99996245   +0 45 00.6
 FC1817;UTM  16      - 3,934,161.102   706,846.014   MT  1.00012728   +1 19 34.4
 FC1817
 FC1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1817!SPC TN       -   0.99994215  x   0.99996245  =   0.99990461
 FC1817!UTM  16      -   0.99994215  x   1.00012728  =   1.00006943
 FC1817
 FC1817|---------------------------------------------------------------------|
 FC1817| PID    Reference Object                     Distance      Geod. Az  |
 FC1817|                                                           dddmmss.s |
 FC1817| CZ4494 PONE RM 1                            11.412 METERS 16344     |
 FC1817| FC1799 CRISP                               APPROX.18.2 KM 2161628.5 |
 FC1817| CZ4493 PONE AZ MK                                         2320638.3 |
 FC1817| FC1820 PONE RM 2                            28.172 METERS 27451     |
 FC1817|---------------------------------------------------------------------|
 FC1817
 FC1817                          SUPERSEDED SURVEY CONTROL
 FC1817
 FC1817  NAD 83(1995)-  35 31 46.27290(N)    084 43 07.09606(W) AD(       ) 2
 FC1817  NAD 83(1986)-  35 31 46.27699(N)    084 43 07.09413(W) AD(       ) 2
 FC1817  NAD 27      -  35 31 46.01700(N)    084 43 07.30200(W) AD(       ) 2
 FC1817
 FC1817.Superseded values are not recommended for survey control.
 FC1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1817.See file dsdata.txt to determine how the superseded data were derived.
 FC1817
 FC1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0684634161(NAD 83)
 FC1817_MARKER: DS = TRIANGULATION STATION DISK
 FC1817_SETTING: 66 = SET IN ROCK OUTCROP
 FC1817_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FC1817
 FC1817  HISTORY     - Date     Condition        Report By
 FC1817  HISTORY     - 1934     MONUMENTED       CGS
 FC1817  HISTORY     - 1949     POOR             TVA
 FC1817  HISTORY     - 1961     MARK NOT FOUND   CGS
 FC1817
 FC1817                          STATION DESCRIPTION
 FC1817
 FC1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1817'ABOUT 10 MILES SOUTH-SOUTHWEST OF TEN MILE STAND, 4-1/4 MILES
 FC1817'NORTH-NORTHEAST OF DECATUR, 2-1/2 MILES NORTHWEST OF FIKETON,
 FC1817'ON OR VERY NEAR MEIGS-MCMINN COUNTY LINE, ON HIGHEST POINT OF MCMINN
 FC1817'RIDGE, ON WOODED KNOLL, AND ON PROPERTY OF EITHER GRACE SIMMS OR MR.
 FC1817'MOWERY.  TO REACH FORM JUNCTION OF ROUTES 59 AND 30 IN DECATUR,
 FC1817'FOLLOW ROUTE 30 EAST 1.4 MILES TO OLD ROAD JUST BEYOND TWO MAIL BOXES
 FC1817'ON RIGHT, TURN LEFT (WEST) ONTO OLD ROAD AND GO 0.3 MILE TO T-ROAD
 FC1817'LEFT WITH 2-STORY FRAME HOUSE ON LEFT, TURN LEFT AND GO 0.4 MILE
 FC1817'TO FORK WITH SMALL BARN ON LEFT, KEEP TO LEFT 2.5 MILES TO FORKS
 FC1817'WITH SCHOOL ON RIGHT, FOLLOW RIGHT FORK 0.35 MILE TO POINT WHERE MAIN
 FC1817'ROAD MAKES LARGE LEFT TURN AROUND OLD FRAME HOUSE AND THERE ARE MAIL
 FC1817'BOXES ON WHEEL AHEAD, FOLLOW RIGHT DIRT FORK 0.55 MILE TO ROAD FORKS
 FC1817'WITH PICKET FENCE ON RIGHT, FOLLOW RIGHT FORK 0.45 MILE TO
 FC1817'TRIANGLE-BLAZED TREE ON RIGHT (END OF TRUCK TRAVEL), THEN GO
 FC1817'SOUTHEAST UP GRADE ALONG EDGE OF FIELD 475 FEET, CONTINUE TO
 FC1817'RIGHT ALONG OLD ROAD 200 FEET TO DIM PATH UP HILL THROUGH WOODS,
 FC1817'FOLLOW THIS PATH 1,800 FEET TO CLEARED FIELD AT TOP, TURN LEFT
 FC1817'ACROSS FIELD AND ENTER WOODS AT TOP OF RIDGE, AND FOLLOW PATH ALONG
 FC1817'TOP OF RIDGE 1,550 FEET TO STATION SITE 17.7 FEET WEST OF 17-INCH
 FC1817'TRIANGLE-BLAZED OAK TREE, 17.5 FEET NORTH OF 9-INCH TRIANGLE- BLAZED
 FC1817'OAK TREE, AND JUST A FEW FEET NORTHWEST OF BACKBONE OF RIDGE.  MARK
 FC1817'IS STANDARD STATION DISK IN BEDROCK, REFERENCE AND AZIMUTH
 FC1817'MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK,  NO. 1 IS 3
 FC1817'FEET WEST OF 10-INCH CHESTNUT-OAK TREE, AND ABOUT 2 FEET
 FC1817'HIGHER THAN AND 37.44 FEET FROM STATION S 36 DEG 16 MIN E.
 FC1817'NO. 2 IS ABOUT 8 FEET LOWER THAN AND 92.39 FEET FROM STATION IN
 FC1817'N 85 DEG 09 MIN W. AZIMUTH MARK IS 5 FEET SOUTHEAST OF DIM
 FC1817'TRAIL, 3 FEET NORTH OF 10-INCH TRIANGLE-BLAZED OAK TREE, AND ABOUT
 FC1817'100 YARDS FROM STATION S 52 DEG 07 MIN W.
 FC1817
 FC1817                          STATION RECOVERY (1949)
 FC1817
 FC1817'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1817'STATION MARK HAS BEEN DISTURBED, A DRILL HOLE IN ROCK WAS FOUND.  THE
 FC1817'PRINT OF CAP WAS ON TOP OF THE ROCK, BUT THE CAP WAS GONE.  STEEL
 FC1817'POST WITH CONTROL MARKER SIGN SET AT E EDGE OF ROCK WITH DRILL HOLE.
 FC1817'
 FC1817'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 FC1817
 FC1817                          STATION RECOVERY (1961)
 FC1817
 FC1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1817'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE NOT
 FC1817'RECOVERED AND PRESUMED DESTROYED.  A LOOKOUT TOWER HAS BEEN ERECTED
 FC1817'IN APPROXIMATELY THE SAME LOCATION AS THE STATION AND THE TOP OF THE
 FC1817'HILL HAS BEEN BULLDOZED OFF.  A DRILLED HOLE IN THE
 FC1817'APPROXIMATE SAME LOCATION AS THE AZIMUTH MARK WAS FOUND AND THE DISK
 FC1817'HAS BEEN REMOVED.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD
 FC1817'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2585 ***********************************************************************
 GC2585  DESIGNATION -  PONE
 GC2585  PID         -  GC2585
 GC2585  STATE/COUNTY-  TN/HOUSTON
 GC2585  USGS QUAD   -  RUSKIN (1981)
 GC2585
 GC2585                         *CURRENT SURVEY CONTROL
 GC2585  ___________________________________________________________________
 GC2585* NAD 83(1995)-  36 14 56.19580(N)    087 37 15.67537(W)     ADJUSTED  
 GC2585* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 GC2585  ___________________________________________________________________
 GC2585  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GC2585  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC2585
 GC2585  HORZ ORDER  -  SECOND
 GC2585
 GC2585.The horizontal coordinates were established by classical geodetic methods
 GC2585.and adjusted by the National Geodetic Survey in April 1999..
 GC2585
 GC2585.The orthometric height was scaled from a topographic map.
 GC2585
 GC2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2585
 GC2585.The geoid height was determined by GEOID03.
 GC2585
 GC2585;                    North         East     Units Scale Factor Converg.
 GC2585;SPC TN       -   213,744.019   454,313.880   MT  0.99997455   -0 56 56.4
 GC2585;SPC TN       -   701,258.50  1,490,528.12   sFT  0.99997455   -0 56 56.4
 GC2585;UTM  16      - 4,011,739.274   444,204.967   MT  0.99963836   -0 22 02.0
 GC2585
 GC2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2585!SPC TN       -   0.99996438  x   0.99997455  =   0.99993893
 GC2585!UTM  16      -   0.99996438  x   0.99963836  =   0.99960275
 GC2585
 GC2585|---------------------------------------------------------------------|
 GC2585| PID    Reference Object                     Distance      Geod. Az  |
 GC2585|                                                           dddmmss.s |
 GC2585| CG6373 PONE RM 1                            26.958 METERS 02009     |
 GC2585| CG6374 PONE RM 2                            23.821 METERS 22630     |
 GC2585| GC2582 WAVERLY RADIO STA KID 283 MAST      APPROX. 1.0 KM 3271941.6 |
 GC2585|---------------------------------------------------------------------|
 GC2585
 GC2585                          SUPERSEDED SURVEY CONTROL
 GC2585
 GC2585  NAD 83(1995)-  36 14 56.19740(N)    087 37 15.67808(W) AD(       ) 2
 GC2585  NAD 83(1995)-  36 14 56.19897(N)    087 37 15.67977(W) AD(       ) 2
 GC2585  NAD 83(1986)-  36 14 56.20554(N)    087 37 15.67781(W) AD(       ) 2
 GC2585  NAD 27      -  36 14 56.00100(N)    087 37 15.61700(W) AD(       ) 2
 GC2585
 GC2585.Superseded values are not recommended for survey control.
 GC2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2585.See file dsdata.txt to determine how the superseded data were derived.
 GC2585
 GC2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4420511739(NAD 83)
 GC2585_MARKER: DS = TRIANGULATION STATION DISK
 GC2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2585
 GC2585  HISTORY     - Date     Condition        Report By
 GC2585  HISTORY     - 1952     MONUMENTED       CGS
 GC2585  HISTORY     - 1972     GOOD             LOCENG
 GC2585
 GC2585                          STATION DESCRIPTION
 GC2585
 GC2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ELJ)
 GC2585'STATION IS LOCATED 7 MILES SOUTHEAST OF ERIN ON PROPERTY OWNED BY MR.
 GC2585'HUBERT RYE. IT IS 32 FEET SOUTH OF A 6 INCH OAK TREE WITH A
 GC2585'TRIANGLE BLAZE ON THE EAST SIDE, 23 FEET WEST OF THE CENTER OF A
 GC2585'WOODS ROAD, 10 FEET EAST OF A 6 INCH OAK TREE WITH A TRIANGLE
 GC2585'BLAZE ON THE EAST SIDE AND 6 FEET NORTH OF A WHITE WITNESS POST. THE
 GC2585'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PONE 1952.
 GC2585'
 GC2585'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF THE WOODS ROAD
 GC2585'AND 12 FEET EAST OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 GC2585'THE EAST SIDE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2585'PONE NO. 1 1952.
 GC2585'
 GC2585'REFERENCE MARK NO. 2 IS 19 FEET NORTHWEST OF A 6 INCH TWIN OAK TREE
 GC2585'WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 16 FEET SOUTHWEST OF A 6
 GC2585'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE. THE MARK
 GC2585'PROJECTS 2 INCHES AND THE DISK IS STAMPED PONE NO. 2 1952.
 GC2585'
 GC2585'MLB 1195 (TVA) WAS USED AS AN AZIMUTH MARK. IT IS 19 FEET EAST OF THE
 GC2585'CENTER OF A GRAVEL ROAD, 13 FEET NORTH OF THE CENTER OF A WOODS
 GC2585'ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS A 4X4 INCH
 GC2585'CONCRETE POST, PROJECTING 2 INCHES, WITH A STANDARD TVA MARK
 GC2585'DISK ATOP STAMPED MLB 1195 1947.
 GC2585'
 GC2585'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND
 GC2585'13, 1 MILE EAST OF ERIN, GO SOUTH ON HIGHWAY 13 FOR 1.3 MILES TO
 GC2585'A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 2.5 MILES TO A FORK, TAKE
 GC2585'LEFT FORK AND GO 2.7 MILES TO A WOODS ROAD LEFT AND THE TVA MARK ON
 GC2585'THE LEFT AS DESCRIBED, CONTINUE AHEAD FOR 0.1 MILE TO A HOUSE ON THE
 GC2585'RIGHT AND A FARM LANE, TURN RIGHT AND FOLLOW THE FARM LANE FOR
 GC2585'0.1 MILE TO A GATE, PASS THROUGH THE GATE AND FOLLOW FARM LANE FOR
 GC2585'0.25 MILE TO A GATE AND A WOODS ROAD, PASS THROUGH THE GATE AND
 GC2585'FOLLOW THE WOODS ROAD FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK
 GC2585'AND GO 0.1 MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GC2585'
 GC2585'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2585
 GC2585                          STATION RECOVERY (1972)
 GC2585
 GC2585'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (LT)
 GC2585'PONE STATION MARK RECOVERED IN GOOD CONDITION.
 GC2585'
 GC2585'PONE 1952 FOUND STAMPED ON THE POINT.
 GC2585'
 GC2585'ORIGINAL DESCRIPTION IS GOOD.
 GC2585'
 GC2585'PONE RM NO. 1 RECOVERED IN GOOD CONDITION.
 GC2585'
 GC2585'PONE NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2585'
 GC2585'ADD TO DESCRIPTION--
 GC2585'2.4 S 60 E FROM 3 INCH DOGWOOD.
 GC2585'17.8 N 25 W FROM A 14 INCH POST OAK.
 GC2585'11.7 N 15 E FROM THE NEAD OF A 4 INCH TWIN DOGWOOD.
 GC2585'
 GC2585'PONE RM NO. 2 RECOVERED IN GOOD CONDITION.
 GC2585'
 GC2585'PONE NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2585'
 GC2585'ORIGINAL DESCRIPTION IS GOOD.
 GC2585'
 GC2585'DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MI SE OF ERIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1818 ***********************************************************************
 FC1818  DESIGNATION -  PONE 2
 FC1818  PID         -  FC1818
 FC1818  STATE/COUNTY-  TN/MCMINN
 FC1818  USGS QUAD   -  TRANQUILLITY (1990)
 FC1818
 FC1818                         *CURRENT SURVEY CONTROL
 FC1818  ___________________________________________________________________
 FC1818* NAD 83(1995)-  35 31 46.24872(N)    084 43 06.23708(W)     ADJUSTED  
 FC1818* NAVD 88     -       394.9    (meters)    1296.     (feet)  VERTCON   
 FC1818  ___________________________________________________________________
 FC1818  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FC1818  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC1818
 FC1818  HORZ ORDER  -  SECOND
 FC1818
 FC1818.The horizontal coordinates were established by classical geodetic methods
 FC1818.and adjusted by the National Geodetic Survey in April 1999..
 FC1818
 FC1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1818
 FC1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1818
 FC1818.The geoid height was determined by GEOID03.
 FC1818
 FC1818;                    North         East     Units Scale Factor Converg.
 FC1818;SPC TN       -   133,476.323   716,228.626   MT  0.99996245   +0 45 01.1
 FC1818;SPC TN       -   437,913.57  2,349,826.75   sFT  0.99996245   +0 45 01.1
 FC1818;UTM  16      - 3,934,160.991   706,867.630   MT  1.00012739   +1 19 34.9
 FC1818
 FC1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1818!SPC TN       -   0.99994278  x   0.99996245  =   0.99990523
 FC1818!UTM  16      -   0.99994278  x   1.00012739  =   1.00007016
 FC1818
 FC1818:                Primary Azimuth Mark                     Grid Az
 FC1818:SPC TN       -  ATHENS TABLE CO WATER TANK               127 11 39.1
 FC1818:UTM  16      -  ATHENS TABLE CO WATER TANK               126 37 05.3
 FC1818
 FC1818|---------------------------------------------------------------------|
 FC1818| PID    Reference Object                     Distance      Geod. Az  |
 FC1818|                                                           dddmmss.s |
 FC1818| FC1785 ATHENS TABLE CO WATER TANK          APPROX.13.8 KM 1275640.2 |
 FC1818| CZ4495 PONE 2 AZ MK                                       1680642.5 |
 FC1818| CZ4496 PONE 2 RM 3                          15.310 METERS 21625     |
 FC1818| FC1819 MCMINN RIDGE LOT 17                  13.710 METERS 24824     |
 FC1818| FC1820 PONE RM 2                            49.766 METERS 27327     |
 FC1818|---------------------------------------------------------------------|
 FC1818
 FC1818                          SUPERSEDED SURVEY CONTROL
 FC1818
 FC1818  NAD 83(1995)-  35 31 46.25309(N)    084 43 06.23851(W) AD(       ) 2
 FC1818  NAD 83(1986)-  35 31 46.25718(N)    084 43 06.23658(W) AD(       ) 2
 FC1818  NAD 27      -  35 31 45.99810(N)    084 43 06.45840(W) AD(       ) 2
 FC1818  NGVD 29 (07/19/86)  395.0    (m)         1296.     (f) VERT ANG       
 FC1818
 FC1818.Superseded values are not recommended for survey control.
 FC1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1818.See file dsdata.txt to determine how the superseded data were derived.
 FC1818
 FC1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0686834161(NAD 83)
 FC1818_MARKER: DS = TRIANGULATION STATION DISK
 FC1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1818
 FC1818  HISTORY     - Date     Condition        Report By
 FC1818  HISTORY     - 1961     MONUMENTED       CGS
 FC1818  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FC1818
 FC1818                          STATION DESCRIPTION
 FC1818
 FC1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1818'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ATHENS AND 4 MILES
 FC1818'NORTHWEST OF DECATUR AT THE TENNESSEE FOREST SERVICE LOOKOUT
 FC1818'TOWER NO. 17 AND ON THE HIGHEST POINT OF MCMINN RIDGE.
 FC1818'
 FC1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1818'HIGHWAY 30 ABOUT 1 MILE WEST OF DOWNTOWN ATHENS, GO WEST ON STATE
 FC1818'HIGHWAY 30 FOR 5.6 MILES TO A CROSSROAD, RODGERS GROCERY ON THE LEFT
 FC1818'AND SIGN FIRE TOWER ON THE RIGHT, TURN RIGHT AND GO 1.8 MILES TO A
 FC1818'SIDE ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.35 MILE
 FC1818'TO A FORK AND SIGN FIRE TOWER, KEEP LEFT AND GO 1.6 MILES TO A
 FC1818'SIDE ROAD ON THE RIGHT AND SIGN FIRE TOWER, TURN RIGHT AND GO 0.2
 FC1818'MILE TO THE AZIMUTH ON THE LEFT, CONTINUE FOR 1.3 MILES TO SIDE ROAD
 FC1818'ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.3 MILE TO A
 FC1818'SIDE ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.6 MILE
 FC1818'TO THE FIRE TOWER AND THE STATION.
 FC1818'
 FC1818'THE STATION IS 34 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER
 FC1818'AND 41 FEET SOUTHEAST OF A GRAVELED ROAD.  IT IS A STANDARD DISK,
 FC1818'FLUSH, AND IS STAMPED PONE 2 1961.
 FC1818'
 FC1818'REFERENCE MARK NO. 2 IS 111 FEET WEST OF NORTHWEST LEG OF THE LOOKOUT
 FC1818'TOWER AND 86 FEET NORTHWEST OF A SMALL SUPPLY BUILDING.  IT IS A
 FC1818'STANDARD DISK, PROJECTING 16 INCHES, AND IS STAMPED PONE NO 2 1934.
 FC1818'
 FC1818'REFERENCE MARK NO. 3 IS 15 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 FC1818'LOOKOUT TOWER AND 36 FEET NORTH OF POWER LINE POLE NO. 10503 R37 AT2.
 FC1818'IT IS A STANDARD DISK, PROJECTING 1 INCH, AND IS STAMPED PONE 2 NO 3
 FC1818'1961.
 FC1818'
 FC1818'THE AZIMUTH MARK IS 11 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 FC1818'3.2 FEET SOUTH OF A WITNESS POST, 1 FOOT WEST OF A FENCE LINE AND
 FC1818'1 FOOT NORTH OF A POWER LINE POLE.  IT IS A STANDARD DISK, PROJECTING
 FC1818'4 INCHES, AND IS STAMPED PONE 2 1961.
 FC1818'
 FC1818'A TRAVERSE WAS MADE FROM STATION PONE 2 TO A 1 INCH ROUND IRON STAKE
 FC1818'DRIVEN UNDER THE CENTER OF TENNESSEE STATE FOREST SERVICE LOOKOUT
 FC1818'TOWER NO. 17.
 FC1818'
 FC1818'HEIGHT OF LIGHT ABOVE STATION MARK 22.03 METERS.
 FC1818
 FC1818                          STATION RECOVERY (1963)
 FC1818
 FC1818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FC1818'THE STATION AND UNDERGROUND MARK WERE DESTROYED.
 FC1818'THE AZIMUTH MARK, REFERENCE MARK NO. 2,
 FC1818'REFERENCE MARK NO. 3 AND THE IRON STAKE UNDER T.S.F.S. LOOKOUT TOWER
 FC1818'NO. 17 WERE ALL RECOVERED IN 1962 AND LEFT INTACT.
 FC1818'
 FC1818'A NEW SURFACE AND UNDERGROUND STATION MARK WAS ESTABLISHED THIS DATE,
 FC1818'1963.  THIS WAS ACCOMPLISHED BY INTERSECTION MEASUREMENTS FROM
 FC1818'REFERENCE MARK NO. 3 AND THE IRON STAKE UNDER T.S.F.S. LOOKOUT TOWER
 FC1818'NO. 17.  REFERENCE MARK NO. 2 STAMPED PONE NO 2 1934 COULD NOT BE
 FC1818'USED AS IT WAS NOT POSSIBLE TO MEASURE OR OBSERVE A DIRECTION ON THE
 FC1818'MARK ACCURATELY BECAUSE IT IS OVER A SLIGHT RISE AND ABOUT 10 FEET
 FC1818'BELOW THE ELEVATION OF PONE 2 1961 1963.  A PLUMB BENCH WAS
 FC1818'ESTABLISHED OVER THE STATION POINT AND THE POINT OF INTERSECTION AS
 FC1818'MEASURED FROM THE REFERENCE MARKS CLEARLY MARKED.  A THEODOLITE WAS
 FC1818'THEN CENTERED OVER THIS POINT AND THE ANGLES BETWEEN THE AZIMUTH
 FC1818'MARK, REFERENCE MARK NO. 3 AND THE IRON STAKE UNDER T.S.F.S. LOOKOUT
 FC1818'TOWER NO. 17 MEASURED.  THESE ANGLES CHECKED THOSE AS TRANSFERRED
 FC1818'FROM THE 1961 OBSERVATIONS WITHIN 19.3 SEC FOR REFERENCE
 FC1818'MARK NO. 3 AND 01.5 SEC FOR THE IRON STAKE AS SHOWN IN THE ABOVE BOX.
 FC1818'A NEW SURFACE AND UNDERGROUND MARK WAS THEN ESTABLISHED DIRECTLY
 FC1818'UNDER THIS MARKED POINT AND THE HORIZONTAL DISTANCE
 FC1818'MEASUREMENTS FROM THE TWO REFERENCE POINTS USED AGAIN MEASURED,
 FC1818'CHECKING THE ORIGINAL MEASUREMENTS FLAT.  IT IS ASSUMED THAT THE
 FC1818'NEWLY ESTABLISHED STATION IS NOW IN THE EXACT, ORIGINAL POSITION OF
 FC1818'PONE 2 1961.  THIS STATION CANNOT BE UTILIZED WITHOUT THE USE
 FC1818'OF A STEEL SIGNAL TOWER AS THE RIDGE IS HEAVILY WOODED.
 FC1818'
 FC1818'THE 1961 TO-REACH FOR THE STATION AND AZIMUTH MARK AND THE REFERENCED
 FC1818'DESCRIPTION OF THE REFERENCE MARKS AND THE AZIMUTH MARK IS COMPLETELY
 FC1818'ADEQUATE.  A NEW REFERENCED DESCRIPTION FOR THE STATION MARK IS
 FC1818'BROUGHT UP TO DATE AS SHOWN BELOW.
 FC1818'
 FC1818'THE STATION IS 41 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FC1818'TOWER DRIVE, 34 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 FC1818'5.5 FEET SOUTHWEST OF A CYCLONE FENCE ENCLOSING A MICRO-WAVE RELAY
 FC1818'TOWER, AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 FC1818'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC1818'CONCRETE MONUMENT AND THE THE DISK IS STAMPED PONE 2 1961 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2240 ***********************************************************************
 FE2240  DESIGNATION -  PONY
 FE2240  PID         -  FE2240
 FE2240  STATE/COUNTY-  TN/HARDIN
 FE2240  USGS QUAD   -  OLIVEHILL (1972)
 FE2240
 FE2240                         *CURRENT SURVEY CONTROL
 FE2240  ___________________________________________________________________
 FE2240* NAD 83(1995)-  35 20 25.82260(N)    088 05 39.50861(W)     ADJUSTED  
 FE2240* NAVD 88     -       199.1    (meters)     653.     (feet)  VERTCON   
 FE2240  ___________________________________________________________________
 FE2240  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FE2240  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2240
 FE2240  HORZ ORDER  -  SECOND
 FE2240
 FE2240.The horizontal coordinates were established by classical geodetic methods
 FE2240.and adjusted by the National Geodetic Survey in April 1999..
 FE2240
 FE2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2240
 FE2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2240
 FE2240.The geoid height was determined by GEOID03.
 FE2240
 FE2240;                    North         East     Units Scale Factor Converg.
 FE2240;SPC TN       -   113,782.780   409,627.175   MT  0.99998526   -1 13 33.9
 FE2240;SPC TN       -   373,302.34  1,343,918.49   sFT  0.99998526   -1 13 33.9
 FE2240;UTM  16      - 3,911,354.331   400,556.002   MT  0.99972187   -0 37 58.9
 FE2240
 FE2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2240!SPC TN       -   0.99997312  x   0.99998526  =   0.99995838
 FE2240!UTM  16      -   0.99997312  x   0.99972187  =   0.99969500
 FE2240
 FE2240:                Primary Azimuth Mark                     Grid Az
 FE2240:SPC TN       -  PONY AZ MK                               043 24 33.1
 FE2240:UTM  16      -  PONY AZ MK                               042 48 58.1
 FE2240
 FE2240|---------------------------------------------------------------------|
 FE2240| PID    Reference Object                     Distance      Geod. Az  |
 FE2240|                                                           dddmmss.s |
 FE2240| CG4818 PONY AZ MK                                         0421059.2 |
 FE2240| CG4819 PONY AZ MK RESET                                   0421542.7 |
 FE2240| CG4820 PONY RM 1                            48.366 METERS 19720     |
 FE2240| CG4821 PONY RM 2                            35.790 METERS 32948     |
 FE2240|---------------------------------------------------------------------|
 FE2240
 FE2240                          SUPERSEDED SURVEY CONTROL
 FE2240
 FE2240  NAD 83(1995)-  35 20 25.82723(N)    088 05 39.50923(W) AD(       ) 2
 FE2240  NAD 83(1995)-  35 20 25.82734(N)    088 05 39.50923(W) AD(       ) 2
 FE2240  NAD 83(1995)-  35 20 25.82955(N)    088 05 39.50881(W) AD(       ) 2
 FE2240  NAD 83(1986)-  35 20 25.83238(N)    088 05 39.50870(W) AD(       ) 2
 FE2240  NAD 27      -  35 20 25.55600(N)    088 05 39.39100(W) AD(       ) 2
 FE2240  NGVD 29 (07/19/86)  199.1    (m)          653.     (f) VERT ANG       
 FE2240
 FE2240.Superseded values are not recommended for survey control.
 FE2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2240.See file dsdata.txt to determine how the superseded data were derived.
 FE2240
 FE2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0055611354(NAD 83)
 FE2240_MARKER: DS = TRIANGULATION STATION DISK
 FE2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2240
 FE2240  HISTORY     - Date     Condition        Report By
 FE2240  HISTORY     - 1934     MONUMENTED       CGS
 FE2240  HISTORY     - 1949     GOOD             TVA
 FE2240  HISTORY     - 1962     GOOD             TNHD
 FE2240
 FE2240                          STATION DESCRIPTION
 FE2240
 FE2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2240'ABOUT 6 MILES NORTHEAST OF CERRO GORDO, ABOUT 3/4 MILE NORTHEAST OF
 FE2240'MOUNTAIN VIEW SCHOOL, AND ON HIGH WOODED GROUND OWNED BY
 FE2240'THE P. G. HARDIN HEIRS. TO REACH FROM CLIFTON POST OFFICE, GO WEST
 FE2240'7.1 MILES STRAIGHT AHEAD ON MAIN GRAVEL CERRO GORDO ROAD TO
 FE2240'TOP OF GRADE AND TRIANGLE-BLAZED TREE ON RIGHT, TURN RIGHT ONTO DIM
 FE2240'DIRT ROAD AND GO 0.1 MILE TO TRIANGLE-BLAZED TREES AND STATION
 FE2240'SITE 35 FEET EAST OF CENTER LINE OF ROAD AND 19.2 FEET NORTH-
 FE2240'NORTHEAST OF 16-INCH OAK WITH TRIANGULAR BLAZE, SURFACE AND
 FE2240'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE2240'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2240'REFERENCE DISKS IN CONCRETE. NO. 1 IS 16 FEET WEST
 FE2240'OF CENTER OF ROAD, 20.7 FEET NORTH-NORTHWEST OF 17-INCH OAK, AND
 FE2240'158.70 FEET FROM STATION S 17 DEG 18 MIN W.  NO. 2
 FE2240'IS 17 FEET WEST OF CENTER OF ROAD, 3.5 FEET SOUTH OF 6-INCH OAK TREE,
 FE2240'AND 117.43 FEET FROM STATION S 17 DEG 18 MIN W. AZIMUTH
 FE2240'MARK IS ON PROPERTY OF THE HARDIN HEIRS, 20 FEET WEST OF CENTER OF
 FE2240'CERRO GORDO ROAD, AT LANE LEADING TO HOME OF CHARLIE HARDIN, AND
 FE2240'0.75 MILE FROM STATION N 42 DEG W.
 FE2240
 FE2240                          STATION RECOVERY (1949)
 FE2240
 FE2240'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2240'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 6 MILES NE OF
 FE2240'CERRO GORDO. DISK IS STAMPED PONY 1934.
 FE2240'
 FE2240'A STEEL POST IS SET 2 FEET W OF THE STATION.
 FE2240'
 FE2240'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 FE2240'
 FE2240'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. A POST WAS SET 2 FEET S
 FE2240'OF THE MARK.
 FE2240
 FE2240                          STATION RECOVERY (1962)
 FE2240
 FE2240'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FE2240'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITON
 FE2240'AND FOUND AS DESCRIBED. THE AZIMUTH MARK WAS DESTROYED BY
 FE2240'EROSION AND A NEW AZIMUTH MARK WAS ESTABLISHED. HORIZONTAL DISTANCES
 FE2240'WERE MEASURED BETWEEN THE REFERENCE MARKS AND THE
 FE2240'STATION AND FOUND TO CHECK THE 1934 MEASUREMENTS. A NEW DESCRIPTION
 FE2240'TO THE AZIMUTH FOLLOWS-
 FE2240'
 FE2240'THE AZIMUTH MARK IS 39 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 FE2240'ROAD, 18 FEET NORTH OF A POWER POLE, AND 3.2 FEET SOUTHEAST
 FE2240'OF A WITNESS POST. THE MARK IS A STANDARD COAST AND GEODETIC SURVEY
 FE2240'DISK SET IN A 12-INCH ROUND, FLUSH, CONCRETE MONUMENT AND
 FE2240'THE DISK IS STAMPED PONY 1934 RESET 1962.
 FE2240'
 FE2240'THE ORIGINAL TO REACH TO THE OLD AZIMUTH IS SUFFICIENT FOR THE NEW
 FE2240'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1596 ***********************************************************************
 FD1596  DESIGNATION -  POPE
 FD1596  PID         -  FD1596
 FD1596  STATE/COUNTY-  TN/WAYNE
 FD1596  USGS QUAD   -  LEATHERWOOD (1968)
 FD1596
 FD1596                         *CURRENT SURVEY CONTROL
 FD1596  ___________________________________________________________________
 FD1596* NAD 83(1995)-  35 28 47.58202(N)    087 46 16.82683(W)     ADJUSTED  
 FD1596* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 FD1596  ___________________________________________________________________
 FD1596  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FD1596  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1596
 FD1596  HORZ ORDER  -  SECOND
 FD1596
 FD1596.The horizontal coordinates were established by classical geodetic methods
 FD1596.and adjusted by the National Geodetic Survey in April 1999..
 FD1596
 FD1596.The orthometric height was scaled from a topographic map.
 FD1596
 FD1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1596
 FD1596.The geoid height was determined by GEOID03.
 FD1596
 FD1596;                    North         East     Units Scale Factor Converg.
 FD1596;SPC TN       -   128,663.754   439,261.288   MT  0.99996739   -1 02 13.2
 FD1596;SPC TN       -   422,124.33  1,441,143.08   sFT  0.99996739   -1 02 13.2
 FD1596;UTM  16      - 3,926,535.866   430,026.581   MT  0.99966034   -0 26 51.8
 FD1596
 FD1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1596!SPC TN       -   0.99995890  x   0.99996739  =   0.99992629
 FD1596!UTM  16      -   0.99995890  x   0.99966034  =   0.99961925
 FD1596
 FD1596|---------------------------------------------------------------------|
 FD1596| PID    Reference Object                     Distance      Geod. Az  |
 FD1596|                                                           dddmmss.s |
 FD1596| CG6376 POPE RM 1                            31.641 METERS 05252     |
 FD1596| FD1595 FIRE LOT NEAR STATION POPE            7.620 METERS 10253     |
 FD1596| CG6375 POPE AZ MK                                         2380052.6 |
 FD1596| CG6377 POPE RM 2                            45.348 METERS 29828     |
 FD1596|---------------------------------------------------------------------|
 FD1596
 FD1596                          SUPERSEDED SURVEY CONTROL
 FD1596
 FD1596  NAD 83(1995)-  35 28 47.58711(N)    087 46 16.82827(W) AD(       ) 2
 FD1596  NAD 83(1995)-  35 28 47.58709(N)    087 46 16.82813(W) AD(       ) 2
 FD1596  NAD 83(1986)-  35 28 47.59206(N)    087 46 16.82706(W) AD(       ) 2
 FD1596  NAD 27      -  35 28 47.33000(N)    087 46 16.73700(W) AD(       ) 2
 FD1596
 FD1596.Superseded values are not recommended for survey control.
 FD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1596.See file dsdata.txt to determine how the superseded data were derived.
 FD1596
 FD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3002726536(NAD 83)
 FD1596_MARKER: DS = TRIANGULATION STATION DISK
 FD1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1596
 FD1596  HISTORY     - Date     Condition        Report By
 FD1596  HISTORY     - 1934     MONUMENTED       CGS
 FD1596  HISTORY     - 1950     GOOD             TVA
 FD1596  HISTORY     - 1962     GOOD             CGS
 FD1596
 FD1596                          STATION DESCRIPTION
 FD1596
 FD1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1596'ABOUT 11 MILES NORTH-NORTHWEST OF WAYNESBORO, 9.25 MILES SOUTHEAST OF
 FD1596'LINDEN, 3.7 MILES
 FD1596'BY ROAD EAST-NORTHEAST OF POST OFFICE AT FLATWOODS,
 FD1596'IN CENTER OF SMALL FLAT-TOPPED HILL,
 FD1596'101 FEET SOUTH OF CENTER LINE OF
 FD1596'STATE ROUTE 13 BETWEEN WAYNESBORO AND FLATWOODS, AND 76
 FD1596'FEET EAST OF EAST
 FD1596'SIDE OF FIRE CABIN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1596'STATION DISKS IN
 FD1596'CONCRETE.  UPPER MARK PROJECTS
 FD1596'ABOUT 9 INCHES.  REFERENCE AND
 FD1596'AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1596'DISKS IN CONCRETE, PROJECTING ABOUT 9
 FD1596'INCHES ABOVE GROUND.
 FD1596'NO 1 IS 25 FEET SOUTH OF CENTER LINE OF ROUTE 13 AND 103.81 FEET
 FD1596'FROM STATION N 52 DEG 52 MIN E.
 FD1596'NO 2 IS 32 FEET SOUTH OF CENTER
 FD1596'LINE OF ROUTE 13, 11 FEET
 FD1596'WEST OF CENTER LINE OF DRIVE, AND 148.78
 FD1596'FEET FROM STATION N 61 DEG 32 MIN W.
 FD1596'AZIMUTH MARK IS 24 FEET
 FD1596'NORTH OF CENTER LINE OF ROUTE 13, 10 FEET SOUTH OF RAIL FENCE,
 FD1596'AND 0.25 MILE
 FD1596'FROM STATION S 58 DEG 01 MIN W. CENTER OF
 FD1596'FIRE LOOKOUT TOWER NEAR
 FD1596'STATION POPE IS 25.0 FEET FROM STATION S 77 DEG 53 MIN  E.
 FD1596
 FD1596                          STATION RECOVERY (1950)
 FD1596
 FD1596'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (MAH)
 FD1596'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED POPE 1934.  STEEL
 FD1596'POST WITH CONTROL
 FD1596'MARKER SIGN SET 2 FEET N OF MARKER.
 FD1596'
 FD1596'AZIMUTH MARK RECOVERED IN GOOD CONDITION AND IS STAMPED POPE AZI
 FD1596'1934.  STEEL POST
 FD1596'WITH CONTROL MARKER SIGN SET 2 FEET NW OF MARKER.
 FD1596'
 FD1596'STATION IS LOCATED 9.25 MILES SE OF LINDEN.
 FD1596
 FD1596                          STATION RECOVERY (1962)
 FD1596
 FD1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1596'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1596'
 FD1596'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1596'
 FD1596'THE STATION IS AT THE SITE OF THE TENNESSEE STATE FIRE TOWER HR 9
 FD1596'(FLAT WOODS LOOKOUT
 FD1596'TOWER), ON THE SOUTHEAST END OF ANN HOMER RIDGE, ABOUT 11
 FD1596'MILES NORTH- NORTHWEST OF
 FD1596'WAYNESBORO, 9.25 MILES SOUTHEAST OF LINDEN,
 FD1596'3.25 MILES EAST OF FLAT WOODS, 1.5 MILES
 FD1596'NORTHEAST OF CHOATE BEND ON
 FD1596'THE BUFFALO RIVER, 0.5 MILE SOUTH OF THE WAYNE-PERRY COUNTY
 FD1596'LINE, AND 0.1 MILE
 FD1596'NORTHWEST OF THE JUNCTION OF STATE ROUTES 13 AND 48.
 FD1596'
 FD1596'TO REACH THE STATION FROM THE POST OFFICE IN FLAT WOODS, GO EAST AND
 FD1596'NORTHEAST ON STATE ROUTE 13
 FD1596'FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FD1596'CONTINUE 0.25 MILE TO THE FIRE TOWER
 FD1596'ON THE RIGHT AND THE STATION.
 FD1596'
 FD1596'THE STATION IS 76 FEET EAST OF THE NORTHEAST CORNER OF A LOG
 FD1596'BUILDING, 35 FEET SOUTH OF
 FD1596'THE APPROXIMATE CENTER OF A DRIVEWAY, 20 FEET NORTHWEST OF
 FD1596'THE SOUTHWEST LEG OF THE
 FD1596'TOWER, 15 FEET WEST OF THE NORTHWEST LEG OF
 FD1596'THE TOWER, 3 FEET NORTH OF THE APPROXIMATE
 FD1596'CENTER OF A BRICK LINED
 FD1596'PATH, AND 2.2 FEET SOUTH OF A METAL WITNESS POST AND TVA
 FD1596'SIGN.  IT IS A
 FD1596'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1596'THAT PROJECTS 9
 FD1596'INCHES AND THE DISK IS STAMPED POPE 1934.
 FD1596'
 FD1596'REFERENCE MARK NO 1 IS 41 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 FD1596'MARKER, 40 FEET NORTH OF
 FD1596'THE APPROXIMATE CENTER OF A DRIVEWAY, 24 FEET SOUTH
 FD1596'OF THE APPROXIMATE CENTER OF STATE
 FD1596'ROUTE 13, AND 12 FEET NORTHEAST OF
 FD1596'A CONCRETE RIGHT-OF-WAY MARKER.  IT IS A STANDARD
 FD1596'DISK SET IN THE TOP
 FD1596'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND
 FD1596'THE DISK IS
 FD1596'STAMPED POPE NO 1 1934.
 FD1596'
 FD1596'REFERENCE MARK NO 2 IS 71 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FD1596'LOG BUILDING, 35 FEET
 FD1596'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 13,
 FD1596'34 FEET EAST OF A UTILITY POLE, AND
 FD1596'11 FEET WEST OF THE APPROXIMATE
 FD1596'CENTER OF A DRIVEWAY.  IT IS A STANDARD DISK SET IN
 FD1596'THE TOP OF A
 FD1596'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD1596'DISK IS STAMPED POPE NO 11 1934.
 FD1596'
 FD1596'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY OF STATE ROUTE 13,
 FD1596'24 FEET NORTH OF THE
 FD1596'APPROXIMATE CENTER OF STATE ROUTE 13, 9 FEET SOUTH OF A
 FD1596'RAIL FENCE, AND 8 FEET SOUTH OF
 FD1596'A METAL WITNESS POST AND SIGN.  IT IS
 FD1596'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD1596'12-INCH, ROUND,
 FD1596'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED POPE
 FD1596'AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1476 ***********************************************************************
 FE1476  DESIGNATION -  POPLAR
 FE1476  PID         -  FE1476
 FE1476  STATE/COUNTY-  TN/SHELBY
 FE1476  USGS QUAD   -  GERMANTOWN (1997)
 FE1476
 FE1476                         *CURRENT SURVEY CONTROL
 FE1476  ___________________________________________________________________
 FE1476* NAD 83(1995)-  35 06 17.88932(N)    089 52 29.41296(W)     ADJUSTED  
 FE1476* NAVD 88     -       103.004  (meters)     337.94   (feet)  ADJUSTED  
 FE1476  ___________________________________________________________________
 FE1476  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1476  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1476  DYNAMIC HT  -         102.909 (meters)     337.63  (feet)  COMP
 FE1476  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 FE1476
 FE1476  HORZ ORDER  -  SECOND
 FE1476  VERT ORDER  -  SECOND    CLASS 0
 FE1476
 FE1476.The horizontal coordinates were established by classical geodetic methods
 FE1476.and adjusted by the National Geodetic Survey in April 1999..
 FE1476
 FE1476.The orthometric height was determined by differential leveling
 FE1476.and adjusted by the National Geodetic Survey in June 1991..
 FE1476
 FE1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1476
 FE1476.The geoid height was determined by GEOID03.
 FE1476
 FE1476.The dynamic height is computed by dividing the NAVD 88
 FE1476.geopotential number by the normal gravity value computed on the
 FE1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1476.degrees latitude (g = 980.6199 gals.).
 FE1476
 FE1476.The modeled gravity was interpolated from observed gravity values.
 FE1476
 FE1476;                    North         East     Units Scale Factor Converg.
 FE1476;SPC TN       -    92,606.853   246,807.681   MT  1.00002876   -2 16 06.5
 FE1476;SPC TN       -   303,827.65    809,734.87   sFT  1.00002876   -2 16 06.5
 FE1476;UTM  16      - 3,888,466.205   237,964.298   MT  1.00044631   -1 39 15.1
 FE1476
 FE1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1476!SPC TN       -   0.99998813  x   1.00002876  =   1.00001689
 FE1476!UTM  16      -   0.99998813  x   1.00044631  =   1.00043444
 FE1476
 FE1476:                Primary Azimuth Mark                     Grid Az
 FE1476:SPC TN       -  POPLAR AZ MK                             105 00 24.3
 FE1476:UTM  16      -  POPLAR AZ MK                             104 23 32.9
 FE1476
 FE1476|---------------------------------------------------------------------|
 FE1476| PID    Reference Object                     Distance      Geod. Az  |
 FE1476|                                                           dddmmss.s |
 FE1476| FE1477 POPLAR AZ MK                        APPROX. 0.9 KM 1024417.8 |
 FE1476| FE1478 POPLAR RM 1                          24.385 METERS 10354     |
 FE1476| FE1479 POPLAR RM 2                          23.400 METERS 28805     |
 FE1476|---------------------------------------------------------------------|
 FE1476
 FE1476                          SUPERSEDED SURVEY CONTROL
 FE1476
 FE1476  NAD 83(1995)-  35 06 17.89145(N)    089 52 29.41121(W) AD(       ) 2
 FE1476  NAD 83(1995)-  35 06 17.89395(N)    089 52 29.41231(W) AD(       ) 2
 FE1476  NAD 83(1986)-  35 06 17.89951(N)    089 52 29.41321(W) AD(       ) 2
 FE1476  NAD 27      -  35 06 17.57510(N)    089 52 29.10380(W) AD(       ) 2
 FE1476  NGVD 29 (??/??/??)  102.975  (m)          337.84   (f) ADJUSTED    2 0
 FE1476
 FE1476.Superseded values are not recommended for survey control.
 FE1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1476.See file dsdata.txt to determine how the superseded data were derived.
 FE1476
 FE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3796488466(NAD 83)
 FE1476_MARKER: DE = TRAVERSE STATION DISK
 FE1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1476_STAMPING: POPLAR 1959
 FE1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1476+STABILITY: SURFACE MOTION
 FE1476
 FE1476  HISTORY     - Date     Condition        Report By
 FE1476  HISTORY     - 1959     MONUMENTED       CGS
 FE1476  HISTORY     - 1959     GOOD             CGS
 FE1476  HISTORY     - 19940810 MARK NOT FOUND   TN1620
 FE1476
 FE1476                          STATION DESCRIPTION
 FE1476
 FE1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1476'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE DOWNTOWN
 FE1476'BUSINESS CENTER OF MEMPHIS, ALONG THE SOUTH SIDE OF U.S. HIGHWAY NO.
 FE1476'72 (POPLAR PIKE) AND ACROSS THE HIGHWAY FROM THE MEMPHIS MEMORIAL
 FE1476'PARK.
 FE1476'
 FE1476'TO REACH THE STATION FROM THE T-INTERSECTION OF WHITE STATION ROAD
 FE1476'AND POPLAR PIKE IN THE EASTERN OUTSKIRTS OF MEMPHIS, GO EASTERLY ON
 FE1476'POPLAR PIKE FOR 0.75 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE1476'
 FE1476'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON U.S.
 FE1476'HIGHWAY NO. 72 FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE1476'
 FE1476'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FE1476'POST WITH A UNDERGROUND MARK SET ABOUT 36-INCHES BELOW.  THE
 FE1476'STATION IS ABOUT 300 FEET EAST-SOUTHEAST OF THE SOUTH ENTRANCE OF THE
 FE1476'MEMPHIS MEMORIAL PARK, 56 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 FE1476'NO. 72, 44 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 72
 FE1476'AND CRESTHAVEN ROAD AND 3 FEET WEST-NORTHWEST OF A WITNESS SIGN.
 FE1476'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE1476'POPLAR 1959.
 FE1476'
 FE1476'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 FE1476'NO. 72 AND 9 FEET SOUTH OF A EAST-WEST FENCE LINE.  THE MARK IS SET
 FE1476'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED POPLAR NO 1 1959.
 FE1476'
 FE1476'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 FE1476'NO. 72, 49 FEET SOUTHEAST OF A TELEPHONE POLE AND 17 FEET SOUTHWEST
 FE1476'OF A LONE POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE1476'AND IS STAMPED POPLAR NO 2 1959.
 FE1476'
 FE1476'AZIMUTH MARK IS 60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 72,
 FE1476'22 FEET SOUTH OF A LARGE OAK TREE, 6 FEET NORTH OF THE NORTH EDGE
 FE1476'OF A CUTBANK, 6 FEET WEST OF A WITNESS SIGN AND IS ABOUT 15 FEET
 FE1476'HIGHER THAN THE HIGHWAY.  THE MARK PROJECTS 2 INCHES ABOVE THE
 FE1476'SURFACE OF THE GROUND AND IS STAMPED POPLAR 1959.  A TRAVERSE
 FE1476'CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FE1476'
 FE1476'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE1476
 FE1476                          STATION RECOVERY (1959)
 FE1476
 FE1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1476'10 MI ESE FROM MEMPHIS.
 FE1476'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE
 FE1476'DOWNTOWN BUSINESS CENTER OF MEMPHIS, ALONG THE SOUTH SIDE OF
 FE1476'U.S. HIGHWAY NO. 72 (POPLAR PIKE) AND ACROSS THE HIGHWAY FROM THE
 FE1476'MEMPHIS MEMORIAL PARK.  TO REACH THE STATION FROM THE
 FE1476'T-INTERSECTION OF WHITE STATION ROAD AND POPLAR PIKE IN THE
 FE1476'EASTERN OUTSKIRTS OF MEMPHIS, GO EASTERLY ON POPLAR PIKE FOR
 FE1476'0.75 MILE TO THE STATION ON THE RIGHT.  THE MARK IS A STANDARD
 FE1476'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1476'SURFACE OF THE GROUND.  IT IS ABOUT 300 FEET EAST-SOUTHEAST OF
 FE1476'THE SOUTH ENTRANCE OF THE MEMPHIS MEMORIAL PARK, 56 FEET SOUTH
 FE1476'OF THE CENTER OF U.S. HIGHWAY NO. 72, 44 FEET SOUTHEAST OF THE
 FE1476'INTERSECTION OF U.S. HIGHWAY NO. 72 AND CRESTHAVEN ROAD AND 3
 FE1476'FEET WEST-NORTHWEST OF A WITNESS SIGN.  IT IS ABOUT 1 MILE
 FE1476'SOUTH-SOUTHWEST OF STATION YATES.
 FE1476
 FE1476                          STATION RECOVERY (1994)
 FE1476
 FE1476'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1697 ***********************************************************************
 GB1697  DESIGNATION -  POPLAR
 GB1697  PID         -  GB1697
 GB1697  STATE/COUNTY-  TN/PUTNAM
 GB1697  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1697
 GB1697                         *CURRENT SURVEY CONTROL
 GB1697  ___________________________________________________________________
 GB1697* NAD 83(1995)-  36 08 58.67000(N)    085 24 44.75283(W)     ADJUSTED  
 GB1697* NAVD 88     -       321.202  (meters)    1053.81   (feet)  ADJUSTED  
 GB1697  ___________________________________________________________________
 GB1697  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GB1697  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1697  DYNAMIC HT  -         320.912 (meters)    1052.86  (feet)  COMP
 GB1697  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GB1697
 GB1697  HORZ ORDER  -  SECOND
 GB1697  VERT ORDER  -  SECOND    CLASS 0
 GB1697
 GB1697.The horizontal coordinates were established by classical geodetic methods
 GB1697.and adjusted by the National Geodetic Survey in April 1999..
 GB1697
 GB1697.The orthometric height was determined by differential leveling
 GB1697.and adjusted by the National Geodetic Survey in June 1991..
 GB1697
 GB1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1697
 GB1697.The geoid height was determined by GEOID03.
 GB1697
 GB1697.The dynamic height is computed by dividing the NAVD 88
 GB1697.geopotential number by the normal gravity value computed on the
 GB1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1697.degrees latitude (g = 980.6199 gals.).
 GB1697
 GB1697.The modeled gravity was interpolated from observed gravity values.
 GB1697
 GB1697;                    North         East     Units Scale Factor Converg.
 GB1697;SPC TN       -   201,676.525   652,874.852   MT  0.99996352   +0 20 38.3
 GB1697;SPC TN       -   661,667.07  2,141,973.58   sFT  0.99996352   +0 20 38.3
 GB1697;UTM  16      - 4,001,712.236   642,818.612   MT  0.99985132   +0 56 12.0
 GB1697
 GB1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1697!SPC TN       -   0.99995420  x   0.99996352  =   0.99991772
 GB1697!UTM  16      -   0.99995420  x   0.99985132  =   0.99980553
 GB1697
 GB1697|---------------------------------------------------------------------|
 GB1697| PID    Reference Object                     Distance      Geod. Az  |
 GB1697|                                                           dddmmss.s |
 GB1697| GB1696 POPLAR RM 1                          10.519 METERS 05853     |
 GB1697| GB1698 POPLAR RM 2                          10.798 METERS 17031     |
 GB1697| GB2394 TS H2                               APPROX. 2.3 KM 2272324.1 |
 GB1697| CG6378 POPLAR AZ MK                                       3063625.8 |
 GB1697|---------------------------------------------------------------------|
 GB1697
 GB1697                          SUPERSEDED SURVEY CONTROL
 GB1697
 GB1697  NAD 83(1995)-  36 08 58.67262(N)    085 24 44.75477(W) AD(       ) 2
 GB1697  NAD 83(1995)-  36 08 58.67572(N)    085 24 44.75635(W) AD(       ) 2
 GB1697  NAD 83(1986)-  36 08 58.68245(N)    085 24 44.75530(W) AD(       ) 2
 GB1697  NAD 27      -  36 08 58.45750(N)    085 24 44.84310(W) AD(       ) 2
 GB1697  NGVD 29 (??/??/92)  321.255  (m)         1053.98   (f) ADJ UNCH    2 0
 GB1697
 GB1697.Superseded values are not recommended for survey control.
 GB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1697.See file dsdata.txt to determine how the superseded data were derived.
 GB1697
 GB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4281901712(NAD 83)
 GB1697_MARKER: DE = TRAVERSE STATION DISK
 GB1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1697_STAMPING: POPLAR 1960
 GB1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1697
 GB1697  HISTORY     - Date     Condition        Report By
 GB1697  HISTORY     - 1960     MONUMENTED       CGS
 GB1697  HISTORY     - 1960     GOOD             CGS
 GB1697
 GB1697                          STATION DESCRIPTION
 GB1697
 GB1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1697'THE STATION IS LOCATED ABOUT 5 MILES EAST OF COOKEVILLE AND 3-1/2
 GB1697'MILES SOUTH OF ALGOOD.
 GB1697'
 GB1697'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 GB1697'COOKEVILLE, GO SOUTHEAST ON U. S. HIGHWAY 70N FOR 4.4 MILES TO
 GB1697'A SIDE ROAD ON THE LEFT, TURN LEFT, EAST, AND GO 1.5 MILES TO A T
 GB1697'JUNCTION, JUST AFTER CROSSING A BRIDGE, TURN LEFT, NORTH AND GO
 GB1697'0.6 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.3 MILE TO A
 GB1697'FARM ROAD ON THE RIGHT, TURN RIGHT AND GO 0.2 MILE TO A WOOD
 GB1697'GATE, CONTINUE ON FARM ROAD FOR 0.3 MILE, TAKING SHARP LEFT AROUND
 GB1697'BARN AND THEN NORTH ALONG WEST SIDE OF A FENCE TO A GAP AND THE
 GB1697'AZIMUTH MARK 100 YARDS NORTH, TURN SHARP RIGHT AND FOLLOW
 GB1697'RIDGE FOR 0.1 MILE TO THE STATION.
 GB1697'
 GB1697'THE STATION IS 3.1 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 GB1697'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 GB1697'FLUSH, AND STAMPED POPLAR 1960.
 GB1697'
 GB1697'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 GB1697'CONCRETE POST, FLUSH, AND STAMPED POPLAR NO 1 1960.
 GB1697'
 GB1697'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 GB1697'CONCRETE POST, FLUSH, AND STAMPED POPLAR NO 2 1960.
 GB1697'
 GB1697'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 57.96 FEET.
 GB1697'
 GB1697'THE AZIMUTH MARK IS 36 FEET EAST OF A FENCE LINE AND 1.8 FEET
 GB1697'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK SET IN A 10-INCH
 GB1697'SQUARE CONCRETE POST, FLUSH, AND STAMPED POPLAR 1960.
 GB1697
 GB1697                          STATION RECOVERY (1960)
 GB1697
 GB1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1697'7.8 MI SE FROM COOKEVILLE.
 GB1697'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1697'HIGHWAY 42, THEN 3.05 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE
 GB1697'JUNCTION OF U.S. HIGHWAY 70N, THEN 1.4 MILES EAST ON A PAVED
 GB1697'ROAD TO A T JUNCTION, THEN 0.6 MILE NORTH AND EAST ON A GRAVELED
 GB1697'ROAD, THEN 0.3 MILE NORTH ON A GRAVELED ROAD TO A FARM ROAD ON
 GB1697'THE RIGHT, TURN RIGHT AND GO 0.2 MILE TO A WOOD GATE, THEN
 GB1697'CONTINUE ON FARM ROAD FOR 0.3 MILE, TAKING SHARP LEFT AROUND
 GB1697'BARN AND THEN NORTH ALONG WEST SIDE OF A FENCE TO A GAP, TURN
 GB1697'SHARP RIGHT AND FOLLOW RIDGE FOR 0.1 MILE TO THE STATION.  THE
 GB1697'STATION MARK IS 3.1 FT. SOUTHEAST OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3384 ***********************************************************************
 GA3384  DESIGNATION -  POPLAR 2
 GA3384  PID         -  GA3384
 GA3384  STATE/COUNTY-  TN/SULLIVAN
 GA3384  USGS QUAD   -  BLUFF CITY (1968)
 GA3384
 GA3384                         *CURRENT SURVEY CONTROL
 GA3384  ___________________________________________________________________
 GA3384* NAD 83(1995)-  36 26 46.23299(N)    082 18 16.86471(W)     ADJUSTED  
 GA3384* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 GA3384  ___________________________________________________________________
 GA3384  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GA3384  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA3384
 GA3384  HORZ ORDER  -  SECOND
 GA3384
 GA3384.The horizontal coordinates were established by classical geodetic methods
 GA3384.and adjusted by the National Geodetic Survey in April 1999..
 GA3384
 GA3384.The orthometric height was scaled from a topographic map.
 GA3384
 GA3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3384
 GA3384.The geoid height was determined by GEOID03.
 GA3384
 GA3384;                    North         East     Units Scale Factor Converg.
 GA3384;SPC TN       -   240,677.089   931,219.422   MT  1.00000537   +2 09 48.2
 GA3384;SPC TN       -   789,621.42  3,055,175.72   sFT  1.00000537   +2 09 48.2
 GA3384;UTM  17      - 4,034,228.656   383,074.806   MT  0.99976844   -0 46 30.6
 GA3384
 GA3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3384!SPC TN       -   0.99992492  x   1.00000537  =   0.99993029
 GA3384!UTM  17      -   0.99992492  x   0.99976844  =   0.99969338
 GA3384
 GA3384|---------------------------------------------------------------------|
 GA3384| PID    Reference Object                     Distance      Geod. Az  |
 GA3384|                                                           dddmmss.s |
 GA3384| DC3013 POPLAR RM 4                           4.527 METERS 03602     |
 GA3384| AJ4480 POPLAR AZ MK                                       1332700.6 |
 GA3384| DC3012 POPLAR RM 3                          10.347 METERS 22920     |
 GA3384| GA3383 POPLAR RESET                          6.814 METERS 31327     |
 GA3384|---------------------------------------------------------------------|
 GA3384
 GA3384                          SUPERSEDED SURVEY CONTROL
 GA3384
 GA3384  NAD 83(1995)-  36 26 46.23680(N)    082 18 16.86418(W) AD(       ) 2
 GA3384  NAD 83(1995)-  36 26 46.24332(N)    082 18 16.88430(W) AD(       ) 2
 GA3384  NAD 83(1995)-  36 26 46.24013(N)    082 18 16.86643(W) AD(       ) 2
 GA3384  NAD 83(1986)-  36 26 46.24167(N)    082 18 16.86947(W) AD(       ) 2
 GA3384  NAD 27      -  36 26 45.88000(N)    082 18 17.37800(W) AD(       ) 2
 GA3384
 GA3384.Superseded values are not recommended for survey control.
 GA3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3384.See file dsdata.txt to determine how the superseded data were derived.
 GA3384
 GA3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8307534229(NAD 83)
 GA3384_MARKER: DS = TRIANGULATION STATION DISK
 GA3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3384_STAMPING: POPLAR 2 1967
 GA3384_MARK LOGO: CGS   
 GA3384_PROJECTION: FLUSH
 GA3384_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GA3384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3384
 GA3384  HISTORY     - Date     Condition        Report By
 GA3384  HISTORY     - 1967     MONUMENTED       CGS
 GA3384  HISTORY     - 19840320 SEE DESCRIPTION  NGS
 GA3384
 GA3384                          STATION DESCRIPTION
 GA3384
 GA3384'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GA3384'THIS STATION WAS ESTABLISHED ON LINE BETWEEN THE ORIGINAL STATION
 GA3384'POPLAR 1934 1950
 GA3384'AND THE 1934 AZIMUTH MARK.  THE ORIGINAL STATION WAS
 GA3384'RAISED VERTICALLY IN ITS EXACT
 GA3384'ORIGINAL POSITION, BUT WILL BE OF
 GA3384'LITTLE VALUE FOR FUTURE USE BECAUSE OF ITS
 GA3384'PRESENT LOCATION.  SEE
 GA3384'DESCRIPTION OF POPLAR 1934 1950-1967.  THE OLD REFERENCE
 GA3384'MARKS NO.  3 AND
 GA3384'NO.  4 ESTABLISHED IN 1950 ALSO SERVE AS THE REFERENCE MARKS FOR
 GA3384'THIS STATION, ALTHOUGH
 GA3384'THE ARROWS POINT TO THE ORIGINAL STATION MARK.
 GA3384'
 GA3384'THE STATION IS ABOUT 10 MILES NORTHEAST OF JOHNSON CITY AT THE SITE
 GA3384'OF THE POPLAR
 GA3384'RIDGE CHRISTIAN CHURCH, A LOCAL LANDMARK.
 GA3384'
 GA3384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11E. 411, 19W
 GA3384'AND 23 IN NORTH
 GA3384'JOHNSON CITY, GO NORTHEASTERLY ON U.S.  HIGHWAYS 11E.
 GA3384'411 AND 19W FOR 7.0 MILES TO A
 GA3384'PAVED ROAD ON THE LEFT AND SIGN POPLAR
 GA3384'RIDGE CHRISTIAN CHURCH.  HERE TURN LEFT ON THIS
 GA3384'PAVED ROAD AND GO
 GA3384'NORTHWESTERLY FOR 0.55 MILE TO A FORK, KEEP RIGHT FORK AND GO
 GA3384'NORTHEASTERLY
 GA3384'ON A PAVED ROAD FOR 0.15 MILE TO THE CHURCH BUILDING
 GA3384'AND THE STATION ON THE RIGHT AS
 GA3384'DESCRIBED.
 GA3384'
 GA3384'THE STATION IS 97 FEET NORTHEAST OF A UTILITY POLE, 85.5 FEET EAST OF
 GA3384'THE SOUTHEAST
 GA3384'CORNER OF THE BRICK CHURCH, 37 FEET SOUTH OF THE
 GA3384'GROUND, FLUSH, WITH A METAL CAP
 GA3384'PINNED TO THE TOP AND IS STAMPED TS
 GA3384'E3 1961.  NORTHEAST CORNER OF THE BRICK CHURCH,
 GA3384'22.36 FEET NORTHWEST
 GA3384'OF POPLAR 1934 1950 1967, 22 FEET SOUTHEAST OF THE EAST ENTRANCE
 GA3384'INTO THE CHURCH,
 GA3384'2.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2 FEET
 GA3384'SOUTHEAST OF A FENCE, AND 0.7
 GA3384'OF A FOOT BELOW THE ELEVATION OF THE
 GA3384'ORIGINAL STATION.  IT IS A STANDARD DISK SET IN
 GA3384'THE TOP OF A 10-INCH,
 GA3384'ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK
 GA3384'IS STAMPED POPLAR
 GA3384'2 1967.
 GA3384'
 GA3384'REFERENCE MARK NO. 3 IS 63 FEET NORTHEAST OF A UTILITY POLE, 57.7
 GA3384'FEET EAST OF THE
 GA3384'SOUTHEAST CORNER OF THE BRICK CHURCH, 38.73 FEET
 GA3384'SOUTH OF POPLAR 1934 1950 1967, 10
 GA3384'FEET SOUTHEAST OF THE APPROXIMATE
 GA3384'CENTER OF A GRAVELED DRIVE, AND 1 FOOT SOUTHEAST OF A
 GA3384'FENCE.  IT IS A
 GA3384'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GA3384'THAT PROJECTS 6
 GA3384'INCHES AND THE DISK IS STAMPED POPLAR NO 3 1950.
 GA3384'
 GA3384'REFERENCE MARK NO. 4 IS 94 FEET SOUTHWEST OF A NORTHEAST FENCE
 GA3384'CORNER, 30 FEET
 GA3384'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 GA3384'CHURCH, 25.19 FEET EAST OF POPLAR
 GA3384'1934 1950 1967, 11 FEET SOUTHEAST
 GA3384'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, AND 1
 GA3384'FOOT NORTHWEST
 GA3384'OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GA3384'ROUND, FLUSH,
 GA3384'CONCRETE MONUMENT AND THE DISK IS STAMPED POPLAR NO 4
 GA3384'1950.
 GA3384'
 GA3384'DUE TO NUMEROUS FENCE POST IN LINE THE REFERENCE MARKS COULD NOT BE
 GA3384'MEASURED BETWEEN.
 GA3384'
 GA3384'A TRAVERSE TIE WAS MADE TO POPLAR 1934 1959 1967, THE DISTANCE BEING
 GA3384'22.35 FEET - 6.814
 GA3384'METERS.  SEE DESCRIPTION THEREOF.
 GA3384'
 GA3384'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAYS 11E, 411
 GA3384'AND 19W ABOUT 0.5
 GA3384'MILE SOUTHEAST OF THE STATION.  IT IS 70 FEET
 GA3384'NORTHEAST OF A 10-INCH CEDAR TREE,
 GA3384'41 FEET SOUTHWEST OF A 14-INCH
 GA3384'FORKED TRUNKED TREE, 33 FEET NORTHWEST OF THE
 GA3384'APPROXIMATE CENTER OF
 GA3384'U.  S.  HIGHWAYS 11E, 411 AND 19W, 2.2 FEET SOUTH OF A METAL
 GA3384'WITNESS POST AND
 GA3384'SIGN, AND 2 FEET SOUTHEAST OF A WOVEN WIRE FENCE.  IT IS A
 GA3384'STANDARD REFERENCE MARK
 GA3384'DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA3384'CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 GA3384'INCHES AND THE DISK IS
 GA3384'STAMPED POPLAR AZIMUTH 1934.
 GA3384'
 GA3384'TO REACH THE AZIMUTH MARK FROM THE PAVED ROAD LEFT AT SIGN POPLAR 411
 GA3384'AND 19W FOR 0.35
 GA3384'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 GA3384'SEPTEMBER 1, THE TABLET WAS FOUND
 GA3384'TO HAVE BEEN REMOVED SINCE MY LAST
 GA3384'VISIT.  HOWEVER, THE PLANTED STONE WAS NOT DISTURBED
 GA3384'AND THE POSITION
 GA3384'OF THE STONE WAS NOT DISTURBED AND THE POSITION OF THE DRILL HOLE IS
 GA3384'STILL GOOD.
 GA3384
 GA3384                          STATION RECOVERY (1984)
 GA3384
 GA3384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GA3384'THE STATION MARK, POPLAR 1934-1950-1967, REFERENCE MARK 3 AND 4 AND
 GA3384'THE AZIMUTH MARK WERE COVERED IN GOOD CONDITION.  THE DIRECTION AND
 GA3384'DISTANCES TO ALL MARKS CHECKED PREVIOUS DATA WITH THE EXCEPTION OF THE
 GA3384'DISTANCE TO RM 3 WHICH WAS FOUND TO BE LONGER BY 0.027 METER. (0.089
 GA3384'FT) THE STATION WAS VISITED BECAUSE POPLAR 2 AND REFERENCE MARK 3 AND
 GA3384'4 ARE TO BE RECOVERED WHEN A PARKING LOT IS CONSTRUCTED IN THE NEAR
 GA3384'FUTURE.  THESE MARKS WILL REMAIN IN PLACE UNDER THE NEW PARKING LOT
 GA3384'AND COULD BE RE-ESTABLISHED IF THE AWKWARD LOCATION OF STATION POPLAR
 GA3384'(IN THE CHURCH STEPS) MAKES THIS DESIRABLE.  REFERENCE MARKS 5 AND 6
 GA3384'WERE ESTABLISHED.  FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION OF
 GA3384'POPLAR 1934-1950-1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1477 ***********************************************************************
 FE1477  DESIGNATION -  POPLAR AZ MK
 FE1477  PID         -  FE1477
 FE1477  STATE/COUNTY-  TN/SHELBY
 FE1477  USGS QUAD   -  GERMANTOWN (1997)
 FE1477
 FE1477                         *CURRENT SURVEY CONTROL
 FE1477  ___________________________________________________________________
 FE1477* NAD 83(1995)-  35 06 11.50827(N)    089 51 55.07275(W)     ADJUSTED  
 FE1477* NAVD 88     -       100.835  (meters)     330.82   (feet)  ADJUSTED  
 FE1477  ___________________________________________________________________
 FE1477  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE1477  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1477  DYNAMIC HT  -         100.742 (meters)     330.52  (feet)  COMP
 FE1477  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 FE1477
 FE1477  HORZ ORDER  -  SECOND
 FE1477  VERT ORDER  -  SECOND    CLASS 0
 FE1477
 FE1477.The horizontal coordinates were established by classical geodetic methods
 FE1477.and adjusted by the National Geodetic Survey in April 1999..
 FE1477
 FE1477.The orthometric height was determined by differential leveling
 FE1477.and adjusted by the National Geodetic Survey in June 1991..
 FE1477
 FE1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1477
 FE1477.The geoid height was determined by GEOID03.
 FE1477
 FE1477.The dynamic height is computed by dividing the NAVD 88
 FE1477.geopotential number by the normal gravity value computed on the
 FE1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1477.degrees latitude (g = 980.6199 gals.).
 FE1477
 FE1477.The modeled gravity was interpolated from observed gravity values.
 FE1477
 FE1477;                    North         East     Units Scale Factor Converg.
 FE1477;SPC TN       -    92,375.971   247,668.941   MT  1.00002915   -2 15 46.4
 FE1477;SPC TN       -   303,070.16    812,560.52   sFT  1.00002915   -2 15 46.4
 FE1477;UTM  16      - 3,888,244.478   238,828.341   MT  1.00044073   -1 38 55.0
 FE1477
 FE1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1477!SPC TN       -   0.99998848  x   1.00002915  =   1.00001763
 FE1477!UTM  16      -   0.99998848  x   1.00044073  =   1.00042920
 FE1477
 FE1477                          SUPERSEDED SURVEY CONTROL
 FE1477
 FE1477  NAD 83(1995)-  35 06 11.51043(N)    089 51 55.07088(W) AD(       ) 2
 FE1477  NAD 83(1995)-  35 06 11.51287(N)    089 51 55.07200(W) AD(       ) 2
 FE1477  NAD 83(1986)-  35 06 11.51848(N)    089 51 55.07289(W) AD(       ) 2
 FE1477  NAD 27      -  35 06 11.19360(N)    089 51 54.76570(W) AD(       ) 2
 FE1477  NGVD 29 (??/??/??)  100.806  (m)          330.73   (f) ADJUSTED    2 0
 FE1477
 FE1477.Superseded values are not recommended for survey control.
 FE1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1477.See file dsdata.txt to determine how the superseded data were derived.
 FE1477
 FE1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3882888244(NAD 83)
 FE1477_MARKER: DZ = AZIMUTH MARK DISK
 FE1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1477_STAMPING: POPLAR 1959
 FE1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1477+STABILITY: SURFACE MOTION
 FE1477
 FE1477  HISTORY     - Date     Condition        Report By
 FE1477  HISTORY     - 1959     MONUMENTED       CGS
 FE1477  HISTORY     - 1959     GOOD             CGS
 FE1477  HISTORY     - 19940810 MARK NOT FOUND   TN1620
 FE1477
 FE1477                          STATION DESCRIPTION
 FE1477
 FE1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1477'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE DOWNTOWN
 FE1477'BUSINESS CENTER OF MEMPHIS, ALONG THE SOUTH SIDE OF U.S. HIGHWAY NO.
 FE1477'72 (POPLAR PIKE).
 FE1477'
 FE1477'TO REACH THE STATION FROM THE T-INTERSECTION OF WHITE STATION ROAD
 FE1477'AND POPLAR PIKE IN THE EASTERN OUTSKIRTS OF MEMPHIS, GO EASTERLY ON
 FE1477'POPLAR PIKE FOR 0.75 MILE TO THE STATION POPLAR ON THE RIGHT.
 FE1477'
 FE1477'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON U.S.
 FE1477'HIGHWAY NO. 72 FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE1477
 FE1477                          STATION RECOVERY (1959)
 FE1477
 FE1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1477'10 MI ESE FROM MEMPHIS.
 FE1477'TO REACH AZIMUTH MARK FROM THE POPLAR STATION SITE, CONTINUE
 FE1477'EAST ON U.S. HIGHWAY NO. 72 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 FE1477'IT IS 60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 72, 22
 FE1477'FEET SOUTH OF A LARGE OAK TREE, 6 FEET NORTH OF THE EDGE OF A
 FE1477'ROAD-BANK, 6 FEET WEST OF A WITNESS SIGN AND IT IS ABOUT 15 FEET
 FE1477'HIGHER THAN THE HIGHWAY.  THE MARK IS A STANDARD AZIMUTH DISK
 FE1477'CEMENTED IN THE TOP OF A SQUARE CONCRETE POST, WHICH PROJECTS 2
 FE1477'INCHES ABOVE THE SURFACE OF THE GROUND.
 FE1477
 FE1477                          STATION RECOVERY (1994)
 FE1477
 FE1477'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3383 ***********************************************************************
 GA3383  DESIGNATION -  POPLAR RESET
 GA3383  PID         -  GA3383
 GA3383  STATE/COUNTY-  TN/SULLIVAN
 GA3383  USGS QUAD   -  BLUFF CITY (1968)
 GA3383
 GA3383                         *CURRENT SURVEY CONTROL
 GA3383  ___________________________________________________________________
 GA3383* NAD 83(1995)-  36 26 46.38502(N)    082 18 17.06335(W)     ADJUSTED  
 GA3383* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 GA3383  ___________________________________________________________________
 GA3383  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GA3383  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA3383
 GA3383  HORZ ORDER  -  SECOND
 GA3383
 GA3383.The horizontal coordinates were established by classical geodetic methods
 GA3383.and adjusted by the National Geodetic Survey in April 1999..
 GA3383
 GA3383.The orthometric height was scaled from a topographic map.
 GA3383
 GA3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3383
 GA3383.The geoid height was determined by GEOID03.
 GA3383
 GA3383;                    North         East     Units Scale Factor Converg.
 GA3383;SPC TN       -   240,681.585   931,214.301   MT  1.00000537   +2 09 48.1
 GA3383;SPC TN       -   789,636.17  3,055,158.92   sFT  1.00000537   +2 09 48.1
 GA3383;UTM  17      - 4,034,233.408   383,069.924   MT  0.99976845   -0 46 30.7
 GA3383
 GA3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3383!SPC TN       -   0.99992461  x   1.00000537  =   0.99992997
 GA3383!UTM  17      -   0.99992461  x   0.99976845  =   0.99969307
 GA3383
 GA3383|---------------------------------------------------------------------|
 GA3383| PID    Reference Object                     Distance      Geod. Az  |
 GA3383|                                                           dddmmss.s |
 GA3383| DC3013 POPLAR RM 4                           7.679 METERS 09741     |
 GA3383| GA3384 POPLAR 2                              6.814 METERS 13327     |
 GA3383| AJ4480 POPLAR AZ MK                                       1332700.6 |
 GA3383| GA3381 BUFFALO HIGH POINT FIRE LOT         APPROX.26.1 KM 1930650.8 |
 GA3383| DC3012 POPLAR RM 3                          11.806 METERS 19414     |
 GA3383| DC3011 POPLAR RM 2                          22.945 METERS 22251     |
 GA3383| DC3010 POPLAR RM 1                          24.884 METERS 35549     |
 GA3383|---------------------------------------------------------------------|
 GA3383
 GA3383                          SUPERSEDED SURVEY CONTROL
 GA3383
 GA3383  NAD 83(1995)-  36 26 46.38882(N)    082 18 17.06282(W) AD(       ) 2
 GA3383  NAD 83(1995)-  36 26 46.39535(N)    082 18 17.08293(W) AD(       ) 2
 GA3383  NAD 83(1995)-  36 26 46.39216(N)    082 18 17.06507(W) AD(       ) 2
 GA3383  NAD 83(1986)-  36 26 46.39370(N)    082 18 17.06811(W) AD(       ) 2
 GA3383  NAD 27      -  36 26 46.03200(N)    082 18 17.57700(W) AD(       ) 2
 GA3383
 GA3383.Superseded values are not recommended for survey control.
 GA3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3383.See file dsdata.txt to determine how the superseded data were derived.
 GA3383
 GA3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8307034233(NAD 83)
 GA3383_MARKER: DS = TRIANGULATION STATION DISK
 GA3383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3383_SP_SET: CONCRETE STEP
 GA3383_STAMPING: POPLAR 1934 1950 1967
 GA3383_MARK LOGO: CGS   
 GA3383_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3383
 GA3383  HISTORY     - Date     Condition        Report By
 GA3383  HISTORY     - 1967     MONUMENTED       CGS
 GA3383  HISTORY     - 19840315 GOOD             NGS
 GA3383
 GA3383                          STATION DESCRIPTION
 GA3383
 GA3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GA3383'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION AND THE
 GA3383'AZIMUTH MARK WERE FOUND IN EXCELLENT CONDITION.  REFERENCE
 GA3383'MARKS NO. 3 AND NO. 4 ESTABLISHED IN 1950 SHOWED EVIDENCE OF
 GA3383'HAVING BEEN STRUCK AT SOME TIME BY GRADING EQUIPMENT, BUT WERE
 GA3383'SOLID IN THE GROUND.  A DISCREPANCY WAS NOTED IN BOTH THE
 GA3383'HORIZONTAL DISTANCE DUE TO CONSTRUCTION OF A NEW ADDITION
 GA3383'TO THE POPLAR RIDGE CHRISTIAN CHURCH, THE USE OF THE ORIGINAL
 GA3383'STATION MARK WOULD BE MADE DIFFICULT.
 GA3383'
 GA3383'A NEW STATION POPLAR 2 1967 WAS ESTABLISHED ON LINE BETWEEN THE
 GA3383'ORIGINAL STATION AND THE AZIMUTH MARK.  HOWEVER, THE ORIGINAL
 GA3383'STATION WAS NOT DESTROYED.  AT THE REQUEST OF THETENNESSEE
 GA3383'HIGHWAY DEPARTMENT AND BECAUSE OF THE MANY TIES THEY HAVE MADE
 GA3383'TO THE ORIGINAL STATION, THE MARK WAS EXTENDED VERTICALLY AND
 GA3383'BROUGHT TO THE SURFACE OF THE FIRST RISER OF THE NEW CONCRETE
 GA3383'STEPS.  THIS WAS ACCOMPLISHED BY BUILDING A 12-INCH SQUARE
 GA3383'WOODEN FORM ABOVE THE ORIGINAL MARK, THE POINT BEING HELD BY
 GA3383'THE VERTICAL PLUMMET OF A THEODOLITE AND THE FORM FILLED
 GA3383'WITH CONCRETE.  A TENNESSEE DEPARTMENT OF HIGHWAYS DISK WAS
 GA3383'THEN EMBEDDED IN THE CONCRETE AND BROUGHT TO POINT IN THE
 GA3383'EXACT ORIGINAL POSITION.  THE BASE OF THIS EXTENSION WAS A
 GA3383'LARGE, IRREGULAR SHAPED MASS OF CONCRETE TO PREVENT ANY MOVEMENT
 GA3383'CONCRETE STEPS WERE POURED.
 GA3383'
 GA3383'DUE TO LIMITED SPACE, NO NEW REFERENCE MARKS WERE ESTABLISHED.
 GA3383'REFERENCE MARKS NO 3 AND NO. 4 ESTABLISHED IN 1950 WERE OBSERVED
 GA3383'UPON AND HORIZONTAL DISTANCE MEASUREMENTS WERE MADE FROM BOTH
 GA3383'THE ORIGINAL STATION AND THE NEW STATION POPLAR 2 1967.
 GA3383'
 GA3383'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA3383'
 GA3383'THE STATION IS ABOUT 10 MILES NORTHEAST OF JOHNSON CITY AT THE SITE
 GA3383'OF THE POPLAR RIDGE CHRISTIAN CHURCH, A LOCAL LANDMARK.
 GA3383'
 GA3383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11E, 411, 19W
 GA3383'AND 23 IN NORTH JOHNSON CITY, GO NORTHEASTERLY ON U.S. HIGHWAYS 11E,
 GA3383'411 AND 19W FOR 7.0 MILES TO A PAVED ROAD ON THE LEFT AND SIGN POPLAR
 GA3383'POPLAR RIDGE CHRISTIAN CHURCH.  HERE TURN LEFT ON THIS PAVED ROAD AND
 GA3383'GO NORTHWESTERLY FOR 0.55 MILE TO A FORK, KEEP RIGHT FORK AND
 GA3383'GO NORTHEASTERLY ON A PAVED ROAD FOR 0.15 MILE TO THE CHURCH BUILDING
 GA3383'AND THE STATION AS DESCRIBED.
 GA3383'
 GA3383'THE STATION IS 5.4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 GA3383'BOTTOM CONCRETE STEP AT THE EAST ENTRANCE TO THE CHURCH AND 2.7 FEET
 GA3383'NORTHEAST OF THE SOUTHEAST CORNER OF THE STEP.  IT IS A TENNESSEE
 GA3383'DEPARTMENT OF HIGHWAYS DISK SET FLUSH WITH THE SURFACE OF THE STEP
 GA3383'AND THE DISK IS STAMPED--POPLAR 1934 1950 1967--.  A TRAVERSE TIE
 GA3383'WAS MADE TO POPLAR 2 1967, THE DISTANCE BEING 22.35 FEET - 6.814
 GA3383'METERS.
 GA3383'
 GA3383'REFERENCE MARK NO. 3 IS 63 FEET NORTHEAST OF A UTILITY POLE, 57.7
 GA3383'FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK CHURCH, 33.94 FEET
 GA3383'SOUTHWEST OF POPLAR 2 1967, 10 FEET SOUTHEAST OF THE APPROXIMATE
 GA3383'CENTER OF A GRAVELED DRIVE, AND 1 FOOT SOUTHEAST OF A FENCE.  IT
 GA3383'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND, CONCRETE
 GA3383'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED--POPLAR
 GA3383'NO 3 1950--.
 GA3383'
 GA3383'REFERENCE MARK NO. 4 IS 94 FEET SOUTHWEST OF A NORTHEAST FENCE
 GA3383'CORNER, 30 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GA3383'BRICK CHURCH, 14.85 FEET NORTHEAST OF POPLAR 2 1967, 11 FEET
 GA3383'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, AND
 GA3383'ONE FOOT NORTHWEST OF A FENCE. IT IS A STANDARD DISK SET IN
 GA3383'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE
 GA3383'SURROUNDING SURFACE AND THE DISK IS STAMPED--POPLAR NO 4 1950--.
 GA3383'
 GA3383'DUE TO NUMEROUS FENCE POST IN LINE, THE REFERENCE MARKS COULD NOT BE
 GA3383'MEASURED BETWEEN.
 GA3383'
 GA3383'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAYS 11E, 411
 GA3383'AND 19W ABOUT 0.5 OF A MILE SOUTHEAST OF THE STATION.  IT IS 70 FEET
 GA3383'OF A MILE SOUTHEAST OF THE STATION.  IT IS 70 FEET NORTHEAST OF A
 GA3383'10-INCH CEDAR TREE,  41 FEET SOUTHWEST OF A 14-INCH 41 FEET
 GA3383'SOUTHWEST OF A 14-INCH FORKED-TRUNKED TREE, 33 FEET NORTHWEST OF THE
 GA3383'APPROXIMATE CENTER OF U.S. HIGHWAYS 11E, 411 AND 19W, 2.2 FEET SOUTH
 GA3383'WITNESS POST AND SIGN, AND 2 FEET SOUTHEAST OF A WOVEN WIRE FENCE.
 GA3383'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GA3383'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK
 GA3383'IS STAMPED--POPLAR AZIMUTH 1934--.
 GA3383'
 GA3383'TO REACH THE AZIMUTH MARK FROM THE PAVED ROAD LEFT AT SIGN POPLAR
 GA3383'RIDGE CHRISTIAN CHURCH, CONTINUE NORTHEASTERLY ON U.S. HIGHWAYS 11E,
 GA3383'411 AND 19W FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GA3383'
 GA3383'SEE DESCRIPTION FOR STATION POPLAR 2 1967.
 GA3383
 GA3383                          STATION RECOVERY (1984)
 GA3383
 GA3383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GA3383'THE STATION MARK, REFERENCE MARKS 3 AND 4, POPLAR 2, AND THE AZIMUTH
 GA3383'MARK WERE RECOVERED IN GOOD CONDITION.  ALL DIRECTIONS AND DISTANCES
 GA3383'CHECKED PREVIOUS DATA EXCEPT THE DISTANCE FROM POPLAR 2 TO RM 3 WHICH
 GA3383'WAS LONGER BY 0.027 METERS (0.089 FT).  THE STATION WAS VISITED
 GA3383'BECAUSE POPLAR 2 AND REFERENCE MARKS 3 AND 4 ARE TO BE COVERED WITH
 GA3383'FILL IN THE NEAR FUTURE WHEN A PARKING LOT IS CONSTRUCTED.  THESE
 GA3383'MARKS WILL REMAIN IN PLACE UNDER THE NEW PARKING LOT AND COULD BE
 GA3383'RE-ESTABLISHED IF THE AWKWARD LOCATION OF POPLAR MAKES THIS DESIRABLE.
 GA3383'REFERENCE MARKS 5 AND 6 WERE ESTABLISHED.
 GA3383' 
 GA3383'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) SOUTHWEST OF BRISTOL, 19
 GA3383'KM (11.80 MI) SOUTHEAST OF KINGSPORT, 16 KM (9.95 MI) NORTHEAST OF
 GA3383'JOHNSON CITY, ON PROPERTY OF THE POPLAR RIDGE CHRISTIAN CHURCH.
 GA3383'PERMISSION WAS GRANTED BY REVEREND PAUL PEER, BRISTOL, TENNESSEE. TO
 GA3383'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 23 AND 11 E IN
 GA3383'NORTH JOHNSON COUNTY, GO NORTHEAST ON U S HIGHWAY 11 E FOR 13.1 KM
 GA3383'(8.15 MI) TO A PAVED ROAD ON THE LEFT MARKED BY A SIGN POPLAR RIDGE
 GA3383'CHRISTIAN CHURCH.  TURN LEFT AND GO NORTHWEST FOR 0.9 KM (0.55 MI) TO
 GA3383'A FORK, TAKE RIGHT FORK AND GO NORTHEAST 0.2 KM (0.10 MI) TO THE
 GA3383'CHURCH AND THE STATION ON THE RIGHT.
 GA3383' 
 GA3383'THE STATION IS A STANDARD TN DOT DISK STAMPED---POPLAR 1934 1950
 GA3383'1967---, SET FLUSH IN THE BOTTOM CONCRETE STEP AT THE EAST CORNER OF
 GA3383'THE CHURCH.  IT IS ABOUT 0.8 METERS (2.6 FT) ABOVE THE ELEVATION OF
 GA3383'POPLAR 2.  THE STATION IS LOCATED 11.6 METERS (38.1 FT) WEST FROM A
 GA3383'POWER POLE, 6.8 METERS (22.3 FT) SOUTH FROM THE EAST CORNER OF THE
 GA3383'CHURCH, 0.8 METERS (2.6 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 GA3383'STEPS.
 GA3383' 
 GA3383'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--POPLAR 1934-50-67
 GA3383'1984---, SET FLUSH IN A DRILL HOLE IN THE EAST CORNER OF THE CONCRETE
 GA3383'WALKWAY AT THE EAST CORNER OF THE CHURCH.  THE STATION IS LOCATED 9.1
 GA3383'METERS (29.9 FT) WEST FROM A UTILITY POLE, 1.2 METERS (3.9 FT) EAST
 GA3383'FROM THE EAST CORNER OF THE CHURCH AND 0.2 METERS (0.7 FT) LOWER THAN
 GA3383'THE STATION.
 GA3383' 
 GA3383'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--POPLAR 1934-50-67
 GA3383'NO 6 1984--, SET FLUSH IN A DRILL HOLE IN A CONCRETE PORCH FLOOR AT
 GA3383'THE SOUTHWEST SIDE OF THE CHURCH AND DIRECTLY IN FRONT OF THE DOOR.
 GA3383'THE STATION IS LOCATED 6.8 METERS (22.3 FT) SOUTHEAST FROM THE DOORWAY
 GA3383'15.4 METERS (50.5 FT) EAST FROM THE SOUTH CORNER OF THE CHURCH 14.9
 GA3383'METERS (48.9 FT) SOUTHWEST FROM THE EAST CORNER OF THE CHURCH AND 0.9
 GA3383'METER (3.0 FT) HIGHER THAN THE STATION.
 GA3383' 
 GA3383'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--POPLAR 1934--, SET
 GA3383'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 GA3383'DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS
 GA3383'LOCATED 21.6 METERS (70.9 FT) NORTHWEST FROM A POWER POLE NUMBER 102,
 GA3383'10.1 METERS (33.1 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD 3.5
 GA3383'METERS (11.5 FT) NORTHEAST FROM A POWER POLE 0.8 METER (2.6 FT)
 GA3383'SOUTHEAST FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 GA3383'PAVED ROAD LEFT MARKED BY A SIGN POPLAR RIDGE CHRISTIAN CHURCH
 GA3383'CONTINUE NORTHEAST ON U S HIGHWAY 11 E FOR 0.6 KM (0.35 MI) TO THE
 GA3383'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1478 ***********************************************************************
 FE1478  DESIGNATION -  POPLAR RM 1
 FE1478  PID         -  FE1478
 FE1478  STATE/COUNTY-  TN/SHELBY
 FE1478  USGS QUAD   -  GERMANTOWN (1997)
 FE1478
 FE1478                         *CURRENT SURVEY CONTROL
 FE1478  ___________________________________________________________________
 FE1478* NAD 83(1986)-  35 06 16.     (N)    089 52 28.     (W)     SCALED    
 FE1478* NAVD 88     -       102.580  (meters)     336.55   (feet)  ADJUSTED  
 FE1478  ___________________________________________________________________
 FE1478  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1478  DYNAMIC HT  -         102.486 (meters)     336.24  (feet)  COMP
 FE1478  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FE1478
 FE1478  VERT ORDER  -  SECOND    CLASS 0
 FE1478
 FE1478.The horizontal coordinates were scaled from a topographic map and have
 FE1478.an estimated accuracy of +/- 6 seconds.
 FE1478
 FE1478.The orthometric height was determined by differential leveling
 FE1478.and adjusted by the National Geodetic Survey in June 1991..
 FE1478
 FE1478.The geoid height was determined by GEOID03.
 FE1478
 FE1478.The dynamic height is computed by dividing the NAVD 88
 FE1478.geopotential number by the normal gravity value computed on the
 FE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1478.degrees latitude (g = 980.6199 gals.).
 FE1478
 FE1478.The modeled gravity was interpolated from observed gravity values.
 FE1478
 FE1478;                    North         East    Units  Estimated Accuracy
 FE1478;SPC TN       -    92,550.      246,840.      MT  (+/- 180 meters Scaled)
 FE1478
 FE1478                          SUPERSEDED SURVEY CONTROL
 FE1478
 FE1478  NGVD 29 (??/??/??)  102.551  (m)          336.45   (f) ADJUSTED    2 0
 FE1478
 FE1478.Superseded values are not recommended for survey control.
 FE1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1478.See file dsdata.txt to determine how the superseded data were derived.
 FE1478
 FE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD379884(NAD 83)
 FE1478_MARKER: DR = REFERENCE MARK DISK
 FE1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1478_STAMPING: POPLAR NO 1 1959
 FE1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1478+STABILITY: SURFACE MOTION
 FE1478
 FE1478  HISTORY     - Date     Condition        Report By
 FE1478  HISTORY     - 1959     MONUMENTED       CGS
 FE1478  HISTORY     - 1959     GOOD             CGS
 FE1478
 FE1478                          STATION DESCRIPTION
 FE1478
 FE1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1478'10 MI ESE FROM MEMPHIS.
 FE1478'THE MARK IS LOCATED AT THE POPLAR STATION SITE.  IT IS A STANDARD
 FE1478'REFERENCE DISK CEMENTED IN THE TOP OF A SQUARE CONCRETE POST,
 FE1478'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 80.0 FEET
 FE1478'EAST OF THE STATION MARK, 54 FEET SOUTH OF THE CENTER OF U.S.
 FE1478'HIGHWAY NO. 72 AND 9 FEET SOUTH OF A EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1696 ***********************************************************************
 GB1696  DESIGNATION -  POPLAR RM 1
 GB1696  PID         -  GB1696
 GB1696  STATE/COUNTY-  TN/PUTNAM
 GB1696  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1696
 GB1696                         *CURRENT SURVEY CONTROL
 GB1696  ___________________________________________________________________
 GB1696* NAD 83(1986)-  36 08 58.     (N)    085 24 44.     (W)     SCALED    
 GB1696* NAVD 88     -       320.806  (meters)    1052.51   (feet)  ADJUSTED  
 GB1696  ___________________________________________________________________
 GB1696  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1696  DYNAMIC HT  -         320.516 (meters)    1051.56  (feet)  COMP
 GB1696  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GB1696
 GB1696  VERT ORDER  -  SECOND    CLASS 0
 GB1696
 GB1696.The horizontal coordinates were scaled from a topographic map and have
 GB1696.an estimated accuracy of +/- 6 seconds.
 GB1696
 GB1696.The orthometric height was determined by differential leveling
 GB1696.and adjusted by the National Geodetic Survey in June 1991..
 GB1696
 GB1696.The geoid height was determined by GEOID03.
 GB1696
 GB1696.The dynamic height is computed by dividing the NAVD 88
 GB1696.geopotential number by the normal gravity value computed on the
 GB1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1696.degrees latitude (g = 980.6199 gals.).
 GB1696
 GB1696.The modeled gravity was interpolated from observed gravity values.
 GB1696
 GB1696;                    North         East    Units  Estimated Accuracy
 GB1696;SPC TN       -   201,660.      652,890.      MT  (+/- 180 meters Scaled)
 GB1696
 GB1696                          SUPERSEDED SURVEY CONTROL
 GB1696
 GB1696  NGVD 29 (??/??/92)  320.859  (m)         1052.68   (f) ADJ UNCH    2 0
 GB1696
 GB1696.Superseded values are not recommended for survey control.
 GB1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1696.See file dsdata.txt to determine how the superseded data were derived.
 GB1696
 GB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF428016(NAD 83)
 GB1696_MARKER: DR = REFERENCE MARK DISK
 GB1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1696_STAMPING: POPLAR NO 1 1960
 GB1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1696+STABILITY: SURFACE MOTION
 GB1696
 GB1696  HISTORY     - Date     Condition        Report By
 GB1696  HISTORY     - 1960     MONUMENTED       CGS
 GB1696
 GB1696                          STATION DESCRIPTION
 GB1696
 GB1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1696'7.8 MI SE FROM COOKEVILLE.
 GB1696'THIS MARK IS LOCATED AT THE POPLAR 1960 STATION SITE, 34.5 FT.
 GB1696'NORTHEAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 GB1696'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1479 ***********************************************************************
 FE1479  DESIGNATION -  POPLAR RM 2
 FE1479  PID         -  FE1479
 FE1479  STATE/COUNTY-  TN/SHELBY
 FE1479  USGS QUAD   -  GERMANTOWN (1997)
 FE1479
 FE1479                         *CURRENT SURVEY CONTROL
 FE1479  ___________________________________________________________________
 FE1479* NAD 83(1986)-  35 06 16.     (N)    089 52 29.     (W)     SCALED    
 FE1479* NAVD 88     -       102.970  (meters)     337.83   (feet)  ADJUSTED  
 FE1479  ___________________________________________________________________
 FE1479  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1479  DYNAMIC HT  -         102.875 (meters)     337.52  (feet)  COMP
 FE1479  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FE1479
 FE1479  VERT ORDER  -  SECOND    CLASS 0
 FE1479
 FE1479.The horizontal coordinates were scaled from a topographic map and have
 FE1479.an estimated accuracy of +/- 6 seconds.
 FE1479
 FE1479.The orthometric height was determined by differential leveling
 FE1479.and adjusted by the National Geodetic Survey in June 1991..
 FE1479
 FE1479.The geoid height was determined by GEOID03.
 FE1479
 FE1479.The dynamic height is computed by dividing the NAVD 88
 FE1479.geopotential number by the normal gravity value computed on the
 FE1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1479.degrees latitude (g = 980.6199 gals.).
 FE1479
 FE1479.The modeled gravity was interpolated from observed gravity values.
 FE1479
 FE1479;                    North         East    Units  Estimated Accuracy
 FE1479;SPC TN       -    92,550.      246,820.      MT  (+/- 180 meters Scaled)
 FE1479
 FE1479                          SUPERSEDED SURVEY CONTROL
 FE1479
 FE1479  NGVD 29 (??/??/??)  102.941  (m)          337.73   (f) ADJUSTED    2 0
 FE1479
 FE1479.Superseded values are not recommended for survey control.
 FE1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1479.See file dsdata.txt to determine how the superseded data were derived.
 FE1479
 FE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD379884(NAD 83)
 FE1479_MARKER: DR = REFERENCE MARK DISK
 FE1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1479_STAMPING: POPLAR NO 2 1959
 FE1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1479+STABILITY: SURFACE MOTION
 FE1479
 FE1479  HISTORY     - Date     Condition        Report By
 FE1479  HISTORY     - 1959     MONUMENTED       CGS
 FE1479  HISTORY     - 1959     GOOD             CGS
 FE1479
 FE1479                          STATION DESCRIPTION
 FE1479
 FE1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1479'10 MI ESE FROM MEMPHIS.
 FE1479'THE MARK IS LOCATED AT THE POPLAR STATION SITE.  IT IS A STANDARD
 FE1479'REFERENCE DISK CEMENTED IN THE TOP OF A SQUARE CONCRETE POST,
 FE1479'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 76.7 FEET
 FE1479'WEST OF THE STATION MARK, 54 FEET SOUTH OF THE CENTER OF U.S.
 FE1479'HIGHWAY NO. 72, 49 FEET SOUTHEAST OF A TELEPHONE POLE AND 17
 FE1479'FEET SOUTHWEST OF A LONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1698 ***********************************************************************
 GB1698  DESIGNATION -  POPLAR RM 2
 GB1698  PID         -  GB1698
 GB1698  STATE/COUNTY-  TN/PUTNAM
 GB1698  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1698
 GB1698                         *CURRENT SURVEY CONTROL
 GB1698  ___________________________________________________________________
 GB1698* NAD 83(1986)-  36 08 58.     (N)    085 24 44.     (W)     SCALED    
 GB1698* NAVD 88     -       320.639  (meters)    1051.96   (feet)  ADJUSTED  
 GB1698  ___________________________________________________________________
 GB1698  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1698  DYNAMIC HT  -         320.350 (meters)    1051.02  (feet)  COMP
 GB1698  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GB1698
 GB1698  VERT ORDER  -  SECOND    CLASS 0
 GB1698
 GB1698.The horizontal coordinates were scaled from a topographic map and have
 GB1698.an estimated accuracy of +/- 6 seconds.
 GB1698
 GB1698.The orthometric height was determined by differential leveling
 GB1698.and adjusted by the National Geodetic Survey in June 1991..
 GB1698
 GB1698.The geoid height was determined by GEOID03.
 GB1698
 GB1698.The dynamic height is computed by dividing the NAVD 88
 GB1698.geopotential number by the normal gravity value computed on the
 GB1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1698.degrees latitude (g = 980.6199 gals.).
 GB1698
 GB1698.The modeled gravity was interpolated from observed gravity values.
 GB1698
 GB1698;                    North         East    Units  Estimated Accuracy
 GB1698;SPC TN       -   201,660.      652,890.      MT  (+/- 180 meters Scaled)
 GB1698
 GB1698                          SUPERSEDED SURVEY CONTROL
 GB1698
 GB1698  NGVD 29 (??/??/92)  320.692  (m)         1052.14   (f) ADJ UNCH    2 0
 GB1698
 GB1698.Superseded values are not recommended for survey control.
 GB1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1698.See file dsdata.txt to determine how the superseded data were derived.
 GB1698
 GB1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF428016(NAD 83)
 GB1698_MARKER: DR = REFERENCE MARK DISK
 GB1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1698_STAMPING: POPLAR NO 2 1960
 GB1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1698+STABILITY: SURFACE MOTION
 GB1698
 GB1698  HISTORY     - Date     Condition        Report By
 GB1698  HISTORY     - 1960     MONUMENTED       CGS
 GB1698
 GB1698                          STATION DESCRIPTION
 GB1698
 GB1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1698'7.8 MI SE FROM COOKEVILLE.
 GB1698'THIS MARK IS LOCATED AT THE POPLAR 1960 STATION SITE, 35.4 FT.
 GB1698'SOUTH OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 GB1698'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1478 ***********************************************************************
 FD1478  DESIGNATION -  POPLIN
 FD1478  PID         -  FD1478
 FD1478  STATE/COUNTY-  TN/BEDFORD
 FD1478  USGS QUAD   -  UNIONVILLE (1981)
 FD1478
 FD1478                         *CURRENT SURVEY CONTROL
 FD1478  ___________________________________________________________________
 FD1478* NAD 83(1995)-  35 34 18.22389(N)    086 34 50.00392(W)     ADJUSTED  
 FD1478* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 FD1478  ___________________________________________________________________
 FD1478  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FD1478  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1478
 FD1478  HORZ ORDER  -  SECOND
 FD1478
 FD1478.The horizontal coordinates were established by classical geodetic methods
 FD1478.and adjusted by the National Geodetic Survey in April 1999..
 FD1478
 FD1478.The orthometric height was scaled from a topographic map.
 FD1478
 FD1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1478
 FD1478.The geoid height was determined by GEOID03.
 FD1478
 FD1478;                    North         East     Units Scale Factor Converg.
 FD1478;SPC TN       -   137,555.013   547,375.793   MT  0.99995882   -0 20 23.6
 FD1478;SPC TN       -   451,295.07  1,795,848.75   sFT  0.99995882   -0 20 23.6
 FD1478;UTM  16      - 3,936,529.549   538,006.881   MT  0.99961780   +0 14 38.4
 FD1478
 FD1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1478!SPC TN       -   0.99996799  x   0.99995882  =   0.99992681
 FD1478!UTM  16      -   0.99996799  x   0.99961780  =   0.99958580
 FD1478
 FD1478:                Primary Azimuth Mark                     Grid Az
 FD1478:SPC TN       -  SHELBYVILLE MUNICIPAL TANK               131 19 25.5
 FD1478:UTM  16      -  SHELBYVILLE MUNICIPAL TANK               130 44 23.5
 FD1478
 FD1478|---------------------------------------------------------------------|
 FD1478| PID    Reference Object                     Distance      Geod. Az  |
 FD1478|                                                           dddmmss.s |
 FD1478| FD1452 SHELBYVILLE MUNICIPAL TANK          APPROX.15.9 KM 1305901.9 |
 FD1478| CG6379 POPLIN AZ MK                                       1890751.2 |
 FD1478| CG6380 POPLIN RM 1                          71.634 METERS 21301     |
 FD1478| CG6381 POPLIN RM 2                          36.878 METERS 27445     |
 FD1478|---------------------------------------------------------------------|
 FD1478
 FD1478                          SUPERSEDED SURVEY CONTROL
 FD1478
 FD1478  NAD 83(1995)-  35 34 18.22923(N)    086 34 50.00583(W) AD(       ) 2
 FD1478  NAD 83(1986)-  35 34 18.23487(N)    086 34 50.00393(W) AD(       ) 2
 FD1478  NAD 27      -  35 34 17.98800(N)    086 34 50.02200(W) AD(       ) 2
 FD1478
 FD1478.Superseded values are not recommended for survey control.
 FD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1478.See file dsdata.txt to determine how the superseded data were derived.
 FD1478
 FD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3800736530(NAD 83)
 FD1478_MARKER: DS = TRIANGULATION STATION DISK
 FD1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1478
 FD1478  HISTORY     - Date     Condition        Report By
 FD1478  HISTORY     - 1934     MONUMENTED       CGS
 FD1478  HISTORY     - 1962     GOOD             CGS
 FD1478
 FD1478                          STATION DESCRIPTION
 FD1478
 FD1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1478'ABOUT 9 MILES NORTHWEST OF SHELBYVILLE, 3.5 MILES SOUTH-SOUTHEAST OF
 FD1478'UNIONVILLE, 0.6
 FD1478'MILE SOUTH OF POPLINS CROSSROADS, ON PROPERTY OF E A
 FD1478'CROWELL, IN PASTURE ABOUT 300 FEET
 FD1478'NORTHEAST OF HIS HOUSE, 125 FEET
 FD1478'EAST OF FENCE CORNER, AND 15 FEET SOUTHEAST OF WIRE
 FD1478'FENCE.  TO REACH
 FD1478'FROM JUNCTION OF STATE ROUTES 16 AND 99 AT EAGLEVILLE, FOLLOW ROUTE
 FD1478'16 SOUTH 9.65
 FD1478'MILES (OR 0.4 MILE BEYOND MAIN CROSSROADS AT
 FD1478'UNIONVILLE), KEEP STRAIGHT AHEAD
 FD1478'WHERE ROUTE 16 TURNS LEFT, PROCEED
 FD1478'2.55 MILES, KEEP STRAIGHT AHEAD AT POPLINS
 FD1478'CROSSROADS AND CONTINUE
 FD1478'0.55 MILE TO HOME OF E A CROWELL AND STATION SITE ON LEFT.
 FD1478'TO REACH FROM
 FD1478'COURTHOUSE IN LEWISBURG, GO NORTH 12.7 MILES ON STATE ROUTE 11
 FD1478'(OR 0.8 MILE AFTER
 FD1478'CROSSING DUCK RIVER) TO NARROW GRAVEL ROAD
 FD1478'CROSSING, TURN RIGHT AND FOLLOW MAIN
 FD1478'ROAD STRAIGHT AHEAD 7.1 MILES TO
 FD1478'POPLINS CROSSROADS AND STORE ON RIGHT, TURN RIGHT AND
 FD1478'GO 0.55 MILE TO
 FD1478'HOME OF E A CROWELL AND STATION SITE.  SURFACE AND UNDERGROUND MARKS
 FD1478'ARE STANDARD DISK
 FD1478'STATION MARKS IN CONCRETE.
 FD1478'REFERENCE AND AZIMUTH MARKS ARE
 FD1478'STANDARD REFERENCE DISKS IN CONCRETE,
 FD1478'NO 1 IS IN PASTURE, 6 FEET NORTHWEST OF
 FD1478'FENCE CORNER, AND
 FD1478'235.02 FEET FROM STATION S 33 DEG 01 MIN W.  NO 2 IS IN
 FD1478'PASTURE, ABOUT 60
 FD1478'YARDS NORTHEAST OF HOUSE, 13 FEET SOUTHEAST OF
 FD1478'FENCE CORNER, ADN 120.99 FEET FROM
 FD1478'STATION N 85 DEG 15 MIN W.
 FD1478'DISTANCE BETWEEN NO 1 AND NO 2 IS 207.15 FEET.
 FD1478'AZIMUTH MARK IS 15
 FD1478'FEET WEST OF ROAD AT POINT WHERE ROAD TURNS SOUTHEAST AND 0.45
 FD1478'MILE FROM
 FD1478'STATION S 9 DEG 08 MIN W.  ZION HILL CHURCH,
 FD1478'CENTER GABLE, IS 0.5
 FD1478'MILE FROM STATION N 20 DEG 46 MIN E.
 FD1478
 FD1478                          STATION RECOVERY (1962)
 FD1478
 FD1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1478'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1478'DUE TO THE CHANGES IN
 FD1478'HIGHWAYS AND ROADS THE ORIGINAL DESCRIPTION IS NO
 FD1478'LONGER ADEQUATE.  FOLLOWING IS A
 FD1478'NEW AND COMPLETE DESCRIPTION.
 FD1478'
 FD1478'THE STATION IS IN AN ALFALFA FIELD ON THE PROPERTY OF MR B P PASCHAL,
 FD1478'ABOUT 9 MILES NORTHWEST OF
 FD1478'SHELBYVILLE, 3.5 MILES SOUTH-SOUTHEAST OF
 FD1478'UNIONVILLE, AND 0.6 MILE SOUTH OF THE
 FD1478'SMALL COMMUNITY OF POPLINS
 FD1478'CROSSROAD.
 FD1478'
 FD1478'TO REACH FROM THE CROSSROAD JUST SOUTH OF THE POST OFFICE IN
 FD1478'UNIONVILLE, GO SOUTH ON
 FD1478'POPLINS CROSSROAD ROAD FOR 1.1 MILES TO THE END OF THE OILED
 FD1478'SURFACE, CONTINUE SOUTHERLY
 FD1478'ON A GRAVELED ROAD FOR 2.0 MILES TO THE
 FD1478'SMALL COMMUNITY OF POPLINS CROSSROAD AND C M
 FD1478'PARSONS GROCERY STRAIGHT
 FD1478'AHEAD.  HERE MAKE A SMALL JOG TO THE LEFT, THEN RIGHT ONTO
 FD1478'HALLS MILL ROAD
 FD1478'JUST EAST OF THE STORE AND GO SOUTHERLY FOR 0.55 MILE TO THE
 FD1478'HOME OF MR B P PASCHAL
 FD1478'ON THE LEFT AND THE STATION IN FIELD JUST EAST
 FD1478'OF HIS HOUSE.
 FD1478'
 FD1478'THE STATION IS 93 FEET EAST-NORTHEAST OF A SOUTHWEST FENCE CORNER
 FD1478'POST, 84 FEET EAST-SOUTHEAST
 FD1478'OF A NORTHEAST FENCE CORNER POST AND 52.5 FEET NORTH
 FD1478'OF AN EAST- WEST FENCE AT A POINT
 FD1478'ABOUT MIDWAY BETWEEN THE THIRD AND
 FD1478'FOURTH FENCE POST EAST OF THE SOUTHWEST FENCE
 FD1478'CORNER.  IT IS A
 FD1478'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1478'MONUMENT THAT
 FD1478'PROJECTS 1 INCH AND THE DISK IS STAMPED POPLIN 1934.
 FD1478'
 FD1478'REFERENCE MARK NO 1 IS IN AN OPEN FIELD, 97 FEET EAST OF THE
 FD1478'SOUTHWEST CORNER OF THE
 FD1478'YARD FENCE, 44 FEET NORTHWEST OF A 12-INCH HICKORY TREE, AND
 FD1478'12 FEET NORTH OF A WOVEN
 FD1478'WIRE FENCE AND ROW OF SMALL TREES AT THE
 FD1478'SOUTH EDGE OF THE FIELD.  IT IS A STANDARD
 FD1478'DISK SET IN THE TOP OF A
 FD1478'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 FD1478'THE DISK IS
 FD1478'STAMPED POPLIN NO 1 1934.
 FD1478'
 FD1478'REFERENCE MARK NO 2 IS IN A LAWN AT THE REAR OF THE HOUSE, 63 FEET
 FD1478'NORTHWEST OF A SOUTHWEST
 FD1478'FENCE CORNER POST, 51 FEET WEST-SOUTHWEST OF A NORTHEAST
 FD1478'FENCE CORNER POST, 26 FEET
 FD1478'NORTH OF A 16-INCH PEAR TREE, AND 9 FEET
 FD1478'EAST OF A 6-INCH APPLE TREE.  IT IS A
 FD1478'STANDARD DISK SET IN THE TOP OF
 FD1478'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 FD1478'INCHES AND THE
 FD1478'DISK IS STAMPED POPLIN NO 2 1934.
 FD1478'
 FD1478'THE AZIMUTH MARK IS 168 FEET NORTH OF A TELEPHONE AND POWERLINE BRACE
 FD1478'POLE, 59.5 FEET
 FD1478'SOUTHWEST OF A TELEPHONE POLE ACROSS HALLS MILL ROAD FROM
 FD1478'THE MARK, 28 FEET WEST OF
 FD1478'THE APPROXIMATE CENTER OF HALLS MILL ROAD,
 FD1478'AND 1 FOOT EAST OF A BRACE POST IN A
 FD1478'NORTH-SOUTH FENCE.  IT IS A
 FD1478'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD1478'10-INCH, SQUARE,
 FD1478'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FD1478'POPLIN AZI 1934.
 FD1478'
 FD1478'TO REACH THE AZIMUTH MARK FROM THE PASCHAL HOME, CONTINUE SOUTHERLY
 FD1478'ON HALLS MILL ROAD FOR
 FD1478'0.5 MILE TO A POINT WHERE THE ROAD CURVES EASTERLY, A
 FD1478'WOODEN GATE ON THE LEFT AND THE
 FD1478'MARK ON THE RIGHT ON LOW BANK AS
 FD1478'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0767 ***********************************************************************
 FD0767  DESIGNATION -  PORT AZ MK
 FD0767  PID         -  FD0767
 FD0767  STATE/COUNTY-  TN/MAURY
 FD0767  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0767
 FD0767                         *CURRENT SURVEY CONTROL
 FD0767  ___________________________________________________________________
 FD0767* NAD 83(1986)-  35 33 31.     (N)    087 10 36.     (W)     SCALED    
 FD0767* NAVD 88     -       200.966  (meters)     659.34   (feet)  ADJUSTED  
 FD0767  ___________________________________________________________________
 FD0767  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0767  DYNAMIC HT  -         200.785 (meters)     658.74  (feet)  COMP
 FD0767  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 FD0767
 FD0767  VERT ORDER  -  SECOND    CLASS 0
 FD0767
 FD0767.The horizontal coordinates were scaled from a topographic map and have
 FD0767.an estimated accuracy of +/- 6 seconds.
 FD0767
 FD0767.The orthometric height was determined by differential leveling
 FD0767.and adjusted by the National Geodetic Survey in June 1991..
 FD0767
 FD0767.The geoid height was determined by GEOID03.
 FD0767
 FD0767.The dynamic height is computed by dividing the NAVD 88
 FD0767.geopotential number by the normal gravity value computed on the
 FD0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0767.degrees latitude (g = 980.6199 gals.).
 FD0767
 FD0767.The modeled gravity was interpolated from observed gravity values.
 FD0767
 FD0767;                    North         East    Units  Estimated Accuracy
 FD0767;SPC TN       -   136,590.      493,330.      MT  (+/- 180 meters Scaled)
 FD0767
 FD0767                          SUPERSEDED SURVEY CONTROL
 FD0767
 FD0767  NGVD 29 (??/??/92)  200.948  (m)          659.28   (f) ADJ UNCH    2 0
 FD0767
 FD0767.Superseded values are not recommended for survey control.
 FD0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0767.See file dsdata.txt to determine how the superseded data were derived.
 FD0767
 FD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE839350(NAD 83)
 FD0767_MARKER: DD = SURVEY DISK
 FD0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0767_STAMPING: PORT AZI 1962
 FD0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0767+STABILITY: SURFACE MOTION
 FD0767
 FD0767  HISTORY     - Date     Condition        Report By
 FD0767  HISTORY     - 1962     MONUMENTED       TNHD
 FD0767  HISTORY     - 1963     GOOD             TNHD
 FD0767  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 FD0767
 FD0767                          STATION DESCRIPTION
 FD0767
 FD0767'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0767'2.2 MI NE FROM MT PLEASANT.
 FD0767'FROM THE POST OFFICE IN MT. PLEASANT, GO NORTHEAST ON U.S. HIGHWAY
 FD0767'43 FOR 2.55 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FD0767'IS 27 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 1.3
 FD0767'FEET EAST OF POWER POLE NO. 729 AND 1.7 FEET NORTHEAST OF A
 FD0767'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0767'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0767'THE GROUND.
 FD0767
 FD0767                          STATION RECOVERY (1982)
 FD0767
 FD0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0765 ***********************************************************************
 FD0765  CBN         -  This is a Cooperative Base Network Control Station.
 FD0765  DESIGNATION -  PORT RESET
 FD0765  PID         -  FD0765
 FD0765  STATE/COUNTY-  TN/MAURY
 FD0765  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0765
 FD0765                         *CURRENT SURVEY CONTROL
 FD0765  ___________________________________________________________________
 FD0765* NAD 83(1995)-  35 33 26.41099(N)    087 10 44.46909(W)     ADJUSTED  
 FD0765* NAVD 88     -       203.351  (meters)     667.16   (feet)  ADJUSTED  
 FD0765  ___________________________________________________________________
 FD0765  X           -     255,667.560 (meters)                     COMP
 FD0765  Y           -  -5,188,561.889 (meters)                     COMP
 FD0765  Z           -   3,688,447.067 (meters)                     COMP
 FD0765  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 FD0765  ELLIP HEIGHT-         175.32  (meters)          (08/03/04) GPS OBS
 FD0765  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0765  DYNAMIC HT  -         203.168 (meters)     666.56  (feet)  COMP
 FD0765  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 FD0765
 FD0765  HORZ ORDER  -  A
 FD0765  VERT ORDER  -  SECOND    CLASS 0
 FD0765  ELLP ORDER  -  FOURTH    CLASS I
 FD0765
 FD0765.This mark is at Maury County Airport (MRC)
 FD0765
 FD0765.The horizontal coordinates were established by GPS observations
 FD0765.and adjusted by the National Geodetic Survey in August 2004..
 FD0765
 FD0765.The orthometric height was determined by differential leveling
 FD0765.and adjusted by the National Geodetic Survey in June 1991..
 FD0765
 FD0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0765
 FD0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0765
 FD0765.The ellipsoidal height was determined by GPS observations
 FD0765.and is referenced to NAD 83.
 FD0765
 FD0765.The geoid height was determined by GEOID03.
 FD0765
 FD0765.The dynamic height is computed by dividing the NAVD 88
 FD0765.geopotential number by the normal gravity value computed on the
 FD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0765.degrees latitude (g = 980.6199 gals.).
 FD0765
 FD0765.The modeled gravity was interpolated from observed gravity values.
 FD0765
 FD0765;                    North         East     Units Scale Factor Converg.
 FD0765;SPC TN       -   136,445.989   493,111.238   MT  0.99996000   -0 41 24.9
 FD0765;SPC TN       -   447,656.55  1,617,815.79   sFT  0.99996000   -0 41 24.9
 FD0765;UTM  16      - 3,934,867.140   483,775.732   MT  0.99960324   -0 06 14.8
 FD0765
 FD0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0765!SPC TN       -   0.99997248  x   0.99996000  =   0.99993248
 FD0765!UTM  16      -   0.99997248  x   0.99960324  =   0.99957573
 FD0765
 FD0765|---------------------------------------------------------------------|
 FD0765| PID    Reference Object                     Distance      Geod. Az  |
 FD0765|                                                           dddmmss.s |
 FD0765| FD0766 PORT RM 1                            25.344 METERS 05423     |
 FD0765| FD0767 PORT AZ MK                                         0565402.8 |
 FD0765| FD0764 PORT RM 2                            21.275 METERS 24935     |
 FD0765|---------------------------------------------------------------------|
 FD0765
 FD0765                          SUPERSEDED SURVEY CONTROL
 FD0765
 FD0765  NAD 83(1995)-  35 33 26.41317(N)    087 10 44.46366(W) AD(       ) 2
 FD0765  NAD 83(1995)-  35 33 26.41610(N)    087 10 44.46615(W) AD(       ) 2
 FD0765  NAD 83(1986)-  35 33 26.42413(N)    087 10 44.46573(W) AD(       ) 2
 FD0765  NAD 27      -  35 33 26.15890(N)    087 10 44.43630(W) AD(       ) 2
 FD0765  NAVD 88 (08/03/04)  203.35   (m)          667.2    (f) LEVELING    3  
 FD0765  NGVD 29 (??/??/92)  203.334  (m)          667.11   (f) ADJ UNCH    2 0
 FD0765
 FD0765.Superseded values are not recommended for survey control.
 FD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0765.See file dsdata.txt to determine how the superseded data were derived.
 FD0765
 FD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8377634867(NAD 83)
 FD0765_MARKER: DD = SURVEY DISK
 FD0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0765_STAMPING: PORT 1962 1975
 FD0765_MARK LOGO: NGS   
 FD0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0765+STABILITY: SURFACE MOTION
 FD0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0765+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0765
 FD0765  HISTORY     - Date     Condition        Report By
 FD0765  HISTORY     - 1975     MONUMENTED       NGS
 FD0765  HISTORY     - 1963     GOOD             TNHD
 FD0765  HISTORY     - 1982     GOOD             TNDT
 FD0765  HISTORY     - 20020514 GOOD             TNDT
 FD0765  HISTORY     - 20031010 GOOD             TNDT
 FD0765
 FD0765                          STATION DESCRIPTION
 FD0765
 FD0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD0765'THE SURFACE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND
 FD0765'DESTROYED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED BY
 FD0765'UTILITY CONSTRUCTION.  THE UNDERGROUND STATION MARK WAS FOUND IN
 FD0765'GOOD CONDITION.  A NEW SURFACE STATION MARK, REFERENCE MARKS 3 AND 4
 FD0765'ALONG WITH AN AZIMUTH MARK WERE SET.  A POLARIS OBSERVATION WILL BE
 FD0765'TAKEN ON THE AZIMUTH MARK WHEN WEATHER PERMITS.  A NEW DESCRIPTION
 FD0765'FOLLOWS--
 FD0765'
 FD0765'THE STATION IS LOCATED 0.25 MILE NORTHEAST ALONG U. S. HIGHWAYS 43
 FD0765'FROM THE MAURY COUNTY AIRPORT OFFICE, 40 FEET SOUTHEAST OF THE
 FD0765'CENTERLINE OF THE HIGHWAY, 56 FEET NORTHEAST OF TELEPHONE POLE NO.
 FD0765'NO. 303 AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE
 FD0765'MONUMENT IS FLUSH AND THE DISK IS STAMPED PORT THD 1962 1975.
 FD0765'
 FD0765'REFERENCE MARK 3 IS 41 FEET SOUTHWEST OF TELEPHONE POLE NO. 302, 31
 FD0765'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTHWEST
 FD0765'OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A SQUARE CONCRETE
 FD0765'POST FLUSH WITH THE GROUND AND THE DISK IS STAMPED PORT THD 1962
 FD0765'NO.  3 1975.
 FD0765'
 FD0765'REFERENCE MARK 4 IS A STANDARD PRE CAST ALUMINUM MONUMENT, STAMPED
 FD0765'PORT THD 1962 NO 4 1975, PROJECTING 3 INCHES, 1 FOOT EAST OF
 FD0765'TELEPHONE POLE NO. 303, 1 FOOT SOUTHWEST OF A METAL WITNESS POST
 FD0765'AND 27 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FD0765'
 FD0765'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED, PORT THD
 FD0765'1962 AZ 1975, SET IN A DRILL HOLE IN THE TOP AND NORTHWEST EDGE OF
 FD0765'THE CONCRETE BASE OF A METAL LIGHT POLE, 87 FEET WEST OF THE
 FD0765'SOUTHWEST CORNER OF THE MAURY COUNTY AIRPORT OFFICE, 126 FEET
 FD0765'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 43, 26 FEET NORTHWEST OF A
 FD0765'METAL FLAGPOLE AND IN A SMALL GRASSY PLOT BETWEEN EXIT AND
 FD0765'ENTRANCE DRIVEWAYS.
 FD0765'
 FD0765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 FD0765'NORTHEAST OF MT. PLEASANT.
 FD0765'
 FD0765'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FD0765
 FD0765                          STATION RECOVERY (1963)
 FD0765
 FD0765'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0765'2 MI NE FROM MT PLEASANT.
 FD0765'FROM THE POST OFFICE IN MT. PLEASANT, GO NORTHEAST ON U.S.
 FD0765'HIGHWAY 43 FOR 2.35 MILES TO THE STATION ON THE RIGHT.  THE
 FD0765'STATION MARK IS 55 FEET EAST OF TELEPHONE POLE NO. 303, 40 FEET
 FD0765'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 2 FEET
 FD0765'NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0765'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0765'MONUMENT, FLUSH WITH THE GROUND.
 FD0765
 FD0765                          STATION RECOVERY (1982)
 FD0765
 FD0765'RECOVERY NOTE BY TN DEPT OF TRANSP 1982 (DRM)
 FD0765'THE 1975 RESET SURFACE MARK, RM 4, AND THE 1975 AZI, MARK WERE FOUND
 FD0765'IN GOOD CONDITION.
 FD0765'
 FD0765'RM 3 WAS SEARCHED FOR BUT NOT FOUND.  A NEW AIRPORT PROPERTY FENCE
 FD0765'MAY HAVE DESTROYED THIS RM.
 FD0765'
 FD0765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 FD0765'OF MT. PLEASANT AT THE MAURY COUNTY AIRPORT.
 FD0765
 FD0765                          STATION RECOVERY (2002)
 FD0765
 FD0765'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0765'RECOVERED IN GOOD CONDITION.
 FD0765
 FD0765                          STATION RECOVERY (2003)
 FD0765
 FD0765'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0766 ***********************************************************************
 FD0766  DESIGNATION -  PORT RM 1
 FD0766  PID         -  FD0766
 FD0766  STATE/COUNTY-  TN/MAURY
 FD0766  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0766
 FD0766                         *CURRENT SURVEY CONTROL
 FD0766  ___________________________________________________________________
 FD0766* NAD 83(1986)-  35 33 27.     (N)    087 10 45.     (W)     SCALED    
 FD0766* NAVD 88     -       203.543  (meters)     667.79   (feet)  ADJUSTED  
 FD0766  ___________________________________________________________________
 FD0766  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0766  DYNAMIC HT  -         203.359 (meters)     667.19  (feet)  COMP
 FD0766  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 FD0766
 FD0766  VERT ORDER  -  SECOND    CLASS 0
 FD0766
 FD0766.The horizontal coordinates were scaled from a topographic map and have
 FD0766.an estimated accuracy of +/- 6 seconds.
 FD0766
 FD0766.The orthometric height was determined by differential leveling
 FD0766.and adjusted by the National Geodetic Survey in June 1991..
 FD0766
 FD0766.The geoid height was determined by GEOID03.
 FD0766
 FD0766.The dynamic height is computed by dividing the NAVD 88
 FD0766.geopotential number by the normal gravity value computed on the
 FD0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0766.degrees latitude (g = 980.6199 gals.).
 FD0766
 FD0766.The modeled gravity was interpolated from observed gravity values.
 FD0766
 FD0766;                    North         East    Units  Estimated Accuracy
 FD0766;SPC TN       -   136,460.      493,100.      MT  (+/- 180 meters Scaled)
 FD0766
 FD0766                          SUPERSEDED SURVEY CONTROL
 FD0766
 FD0766  NGVD 29 (??/??/92)  203.524  (m)          667.73   (f) ADJ UNCH    2 0
 FD0766
 FD0766.Superseded values are not recommended for survey control.
 FD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0766.See file dsdata.txt to determine how the superseded data were derived.
 FD0766
 FD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE837348(NAD 83)
 FD0766_MARKER: DD = SURVEY DISK
 FD0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0766_STAMPING: PORT RM-1 1962
 FD0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0766+STABILITY: SURFACE MOTION
 FD0766
 FD0766  HISTORY     - Date     Condition        Report By
 FD0766  HISTORY     - 1962     MONUMENTED       TNHD
 FD0766  HISTORY     - 1963     GOOD             TNHD
 FD0766  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 FD0766
 FD0766                          STATION DESCRIPTION
 FD0766
 FD0766'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0766'2 MI NE FROM MT PLEASANT.
 FD0766'THIS MARK IS LOCATED AT THE PORT 1962 STATION SITE, 30 FEET
 FD0766'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 40 FEET SOUTH
 FD0766'OF TELEPHONE POLE NO. 303 AND 83 FEET NORTHEAST OF THE STATION.
 FD0766'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0766'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0766
 FD0766                          STATION RECOVERY (1981)
 FD0766
 FD0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FD0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0764 ***********************************************************************
 FD0764  DESIGNATION -  PORT RM 2
 FD0764  PID         -  FD0764
 FD0764  STATE/COUNTY-  TN/MAURY
 FD0764  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0764
 FD0764                         *CURRENT SURVEY CONTROL
 FD0764  ___________________________________________________________________
 FD0764* NAD 83(1986)-  35 33 27.     (N)    087 10 45.     (W)     SCALED    
 FD0764* NAVD 88     -       203.027  (meters)     666.10   (feet)  ADJUSTED  
 FD0764  ___________________________________________________________________
 FD0764  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0764  DYNAMIC HT  -         202.844 (meters)     665.50  (feet)  COMP
 FD0764  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 FD0764
 FD0764  VERT ORDER  -  SECOND    CLASS 0
 FD0764
 FD0764.The horizontal coordinates were scaled from a topographic map and have
 FD0764.an estimated accuracy of +/- 6 seconds.
 FD0764
 FD0764.The orthometric height was determined by differential leveling
 FD0764.and adjusted by the National Geodetic Survey in June 1991..
 FD0764
 FD0764.The geoid height was determined by GEOID03.
 FD0764
 FD0764.The dynamic height is computed by dividing the NAVD 88
 FD0764.geopotential number by the normal gravity value computed on the
 FD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0764.degrees latitude (g = 980.6199 gals.).
 FD0764
 FD0764.The modeled gravity was interpolated from observed gravity values.
 FD0764
 FD0764;                    North         East    Units  Estimated Accuracy
 FD0764;SPC TN       -   136,460.      493,100.      MT  (+/- 180 meters Scaled)
 FD0764
 FD0764                          SUPERSEDED SURVEY CONTROL
 FD0764
 FD0764  NGVD 29 (??/??/92)  203.009  (m)          666.04   (f) ADJ UNCH    2 0
 FD0764
 FD0764.Superseded values are not recommended for survey control.
 FD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0764.See file dsdata.txt to determine how the superseded data were derived.
 FD0764
 FD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE837348(NAD 83)
 FD0764_MARKER: DD = SURVEY DISK
 FD0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0764_STAMPING: PORT RM-2 1962
 FD0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0764+STABILITY: SURFACE MOTION
 FD0764
 FD0764  HISTORY     - Date     Condition        Report By
 FD0764  HISTORY     - 1962     MONUMENTED       TNHD
 FD0764  HISTORY     - 1963     GOOD             TNHD
 FD0764  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 FD0764
 FD0764                          STATION DESCRIPTION
 FD0764
 FD0764'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0764'2 MI NE FROM MT PLEASANT.
 FD0764'THIS MARK IS LOCATED AT THE PORT 1962 STATION SITE, 30 FEET
 FD0764'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 16 FEET SOUTHWEST
 FD0764'OF TELEPHONE POLE NO. 303 AND 70 FEET SOUTHWEST OF THE STATION.
 FD0764'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0764'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0764
 FD0764                          STATION RECOVERY (1982)
 FD0764
 FD0764'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1381 ***********************************************************************
 FD1381  DESIGNATION -  PORT RM 4
 FD1381  PID         -  FD1381
 FD1381  STATE/COUNTY-  TN/MAURY
 FD1381  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1381
 FD1381                         *CURRENT SURVEY CONTROL
 FD1381  ___________________________________________________________________
 FD1381* NAD 83(1986)-  35 33 24.     (N)    087 10 49.     (W)     SCALED    
 FD1381* NAVD 88     -       203.015  (meters)     666.06   (feet)  ADJUSTED  
 FD1381  ___________________________________________________________________
 FD1381  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD1381  DYNAMIC HT  -         202.831 (meters)     665.45  (feet)  COMP
 FD1381  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FD1381
 FD1381  VERT ORDER  -  FIRST     CLASS II
 FD1381
 FD1381.The horizontal coordinates were scaled from a topographic map and have
 FD1381.an estimated accuracy of +/- 6 seconds.
 FD1381
 FD1381.The orthometric height was determined by differential leveling
 FD1381.and adjusted by the National Geodetic Survey in June 1991..
 FD1381
 FD1381.The geoid height was determined by GEOID03.
 FD1381
 FD1381.The dynamic height is computed by dividing the NAVD 88
 FD1381.geopotential number by the normal gravity value computed on the
 FD1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1381.degrees latitude (g = 980.6199 gals.).
 FD1381
 FD1381.The modeled gravity was interpolated from observed gravity values.
 FD1381
 FD1381;                    North         East    Units  Estimated Accuracy
 FD1381;SPC TN       -   136,370.      493,000.      MT  (+/- 180 meters Scaled)
 FD1381
 FD1381                          SUPERSEDED SURVEY CONTROL
 FD1381
 FD1381.No superseded survey control is available for this station.
 FD1381
 FD1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE836347(NAD 83)
 FD1381_MARKER: DD = SURVEY DISK
 FD1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1381_SP_SET: CONCRETE POST
 FD1381_STAMPING: PORT RM 4 THD 1962 1975
 FD1381_MARK LOGO: NGS   
 FD1381_PROJECTION: FLUSH
 FD1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1381+STABILITY: SURFACE MOTION
 FD1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1381+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD1381
 FD1381  HISTORY     - Date     Condition        Report By
 FD1381  HISTORY     - 1975     MONUMENTED       NGS
 FD1381  HISTORY     - 1983     GOOD             NGS
 FD1381  HISTORY     - 20020514 GOOD             TNDT
 FD1381
 FD1381                          STATION DESCRIPTION
 FD1381
 FD1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1381'3.8 KM (2.35 MI) NORTH FROM MOUNT PLEASANT.
 FD1381'3.8 KM (2.35 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1381'MOUNT PLEASANT TO THE MARK ON THE RIGHT, 8.56 METERS (28.1 FT) EAST OF
 FD1381'THE CENTERLINE OF THE HIGHWAY, 1.31 METERS (4.3 FT) WEST OF A CHAIN
 FD1381'LINK FENCE AROUND THE AIRPORT, AND 0.37 METERS (1.2 FT) NORTH OF
 FD1381'POWERLINE POLE NUMBER 303.
 FD1381'THE MARK IS 0.12 METERS  S FROM A WITNESS POST.
 FD1381'THE MARK IS 0.30 M BELOW HIGHWAY.
 FD1381
 FD1381                          STATION RECOVERY (2002)
 FD1381
 FD1381'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2272 ***********************************************************************
 FE2272  DESIGNATION -  PORTER
 FE2272  PID         -  FE2272
 FE2272  STATE/COUNTY-  TN/HARDEMAN
 FE2272  USGS QUAD   -  MIDDLETON (1980)
 FE2272
 FE2272                         *CURRENT SURVEY CONTROL
 FE2272  ___________________________________________________________________
 FE2272* NAD 83(1995)-  35 05 03.89466(N)    088 58 33.29899(W)     ADJUSTED  
 FE2272* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 FE2272  ___________________________________________________________________
 FE2272  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FE2272  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE2272
 FE2272  HORZ ORDER  -  FIRST
 FE2272
 FE2272.The horizontal coordinates were established by classical geodetic methods
 FE2272.and adjusted by the National Geodetic Survey in April 1999..
 FE2272
 FE2272.The orthometric height was scaled from a topographic map.
 FE2272
 FE2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2272
 FE2272.The geoid height was determined by GEOID03.
 FE2272
 FE2272;                    North         East     Units Scale Factor Converg.
 FE2272;SPC TN       -    87,459.579   328,646.104   MT  1.00003335   -1 44 32.0
 FE2272;SPC TN       -   286,940.30  1,078,233.09   sFT  1.00003335   -1 44 32.0
 FE2272;UTM  16      - 3,884,190.172   319,867.512   MT  0.99999991   -1 08 09.7
 FE2272
 FE2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2272!SPC TN       -   0.99997407  x   1.00003335  =   1.00000742
 FE2272!UTM  16      -   0.99997407  x   0.99999991  =   0.99997398
 FE2272
 FE2272:                Primary Azimuth Mark                     Grid Az
 FE2272:SPC TN       -  PORTER AZ MK                             229 44 44.0
 FE2272:UTM  16      -  PORTER AZ MK                             229 08 21.7
 FE2272
 FE2272|---------------------------------------------------------------------|
 FE2272| PID    Reference Object                     Distance      Geod. Az  |
 FE2272|                                                           dddmmss.s |
 FE2272| CG4093 PORTER AZ MK                                       2280012.0 |
 FE2272| CG4094 PORTER RM 1                          77.773 METERS 23332     |
 FE2272| CG4095 PORTER RM 2                          58.948 METERS 27150     |
 FE2272| FE2488 H B DURYEA TRACT TANK               APPROX.16.0 KM 2952955.3 |
 FE2272|---------------------------------------------------------------------|
 FE2272
 FE2272                          SUPERSEDED SURVEY CONTROL
 FE2272
 FE2272  NAD 83(1995)-  35 05 03.89645(N)    088 58 33.29806(W) AD(       ) 1
 FE2272  NAD 83(1995)-  35 05 03.90412(N)    088 58 33.30094(W) AD(       ) 1
 FE2272  NAD 83(1986)-  35 05 03.90628(N)    088 58 33.29848(W) AD(       ) 1
 FE2272  NAD 27      -  35 05 03.59100(N)    088 58 33.07800(W) AD(       ) 1
 FE2272
 FE2272.Superseded values are not recommended for survey control.
 FE2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2272.See file dsdata.txt to determine how the superseded data were derived.
 FE2272
 FE2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1986884190(NAD 83)
 FE2272_MARKER: DS = TRIANGULATION STATION DISK
 FE2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2272
 FE2272  HISTORY     - Date     Condition        Report By
 FE2272  HISTORY     - 1914     MONUMENTED       CGS
 FE2272  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FE2272  HISTORY     - 1957     GOOD             CGS
 FE2272
 FE2272                          STATION DESCRIPTION
 FE2272
 FE2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2272'ABOUT 7-1/2 MILES BY ROAD NORTHEAST OF SAULSBURY, ABOUT 4 MILES BY
 FE2272'ROAD NORTH OF ROGERS SPRINGS STATION OF SOUTHERN RAILWAY, AND ON
 FE2272'SUMMIT OF LOW HILL LOCALLY KNOWN AS PORTERS MOUNTAIN. TO REACH
 FE2272'FROM RAILROAD STATION AT ROGERS SPRINGS, FOLLOW
 FE2272'SAULSBURY-SIMPSON FERRY ROAD NORTH 2.7 MILES TO HOME OF ROBERT
 FE2272'FORTUNE AT CROSSROADS, TURN RIGHT AND CONTINUE 1.3 MILES TO
 FE2272'STATION SITE. IN 1914 STATION WAS DESCRIBED AS 80 METERS (262 FEET)
 FE2272'NORTHEAST OF JUNCTION OF PUBLIC ROAD AND NORTHERNMOST ROAD
 FE2272'LEADING TO M. L. GATEWOODS HOUSE WHICH IS ABOUT 1/4 MILE NORTHWEST,
 FE2272'IN CULTIVATED FIELD BELONGING TO MR. GATEWOOD, AND ON HIGHEST
 FE2272'GROUND IN VICINITY. IN 1934 STATION WAS DESCRIBED AS BEING AT TOP OF
 FE2272'GRADE, IN FORKS OF ROAD, ABOUT 200 YARDS NORTH OF ROAD FORK, ON
 FE2272'EAST EDGE OF CULTIVATED FIELD, 50 FEET SOUTH OF NORTHEAST
 FE2272'CORNER OF FIELD, AND 37.2 FEET WEST OF CENTER OF EAST FORK OF ROAD.
 FE2272'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FE2272'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE
 FE2272'DISKS IN CONCRETE.  NO. 1 IS IN WOODS GAP AT SOUTH EDGE OF
 FE2272'FIELD, ABOUT 2 METERS (7 FEET) NORTHEAST OF ROAD TO MR. GATEWOODS
 FE2272'HOUSE, ABOUT 20 METERS (66 FEET) FROM ROAD JUNCTION, OUTSIDE FENCE
 FE2272'AT SOUTHEAST CORNER OF FIELD, AND 255.16 FEET FROM STATION IN
 FE2272'S 53 DEG 32 MIN W. NO. 2 IS ABOUT 8 INCHES BELOW SURFACE OF
 FE2272'GROUND, 4.5 METERS (15 FEET) BELOW STATION IN ELEVATION AT
 FE2272'EAST EDGE OF WOODS, AT WEST EDGE OF FIELD, ABOUT 1 METER (3 FEET)
 FE2272'INSIDE RAIL FENCE, ABOUT 4 METERS (13 FEET) NORTHEAST OF ROAD
 FE2272'TO MR. GATEWOODS HOUSE, ABOUT 60 METERS (197 FEET) FROM JUNCTION OF
 FE2272'ROADS, AND 193.40 FEET FROM STATION S 91 DEG 51 MIN W.
 FE2272'AZIMUTH MARK (1934) IS STANDARD REFERENCE DISK IS CONCRETE,
 FE2272'AT NORTHEAST CORNER OF FENCE, 15 FEET WEST OF CENTER OF ROAD, AND
 FE2272'0.2 MILE FROM STATION S 48 DEG 00 MIN W.
 FE2272
 FE2272                          STATION RECOVERY (1957)
 FE2272
 FE2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2272'THE STATION WAS RECOVERED AND THE STATION MARK, AZIMUTH MARK, AND
 FE2272'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 FE2272'
 FE2272'ADDITIONAL NOTES FOLLOW-
 FE2272'
 FE2272'THE STATION MARK IS 0.2 MILE WEST OF A T-ROAD INTERSECTION, 210 FEET
 FE2272'EAST OF A DIM TRACK LANE, 33 FEET NORTHWEST OF THE APPROXIMATE
 FE2272'CENTER OF THE ROAD, AND 20 FEET NORTHWEST OF THE EDGE OF THE FIELD.
 FE2272'THE MARK PROJECTS 3 INCHES.
 FE2272'
 FE2272'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF THE DIM TRACK LANE AND
 FE2272'50 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD. THE MARK
 FE2272'PROJECTS 6 INCHES.
 FE2272'
 FE2272'THE AZIMUTH MARK IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FE2272'ROAD. THE MARK PROJECTS 12 INCHES.
 FE2272'
 FE2272'NO SEARCH FOR REFERENCE MARK NO. 2 WAS MADE BY THIS PARTY.
 FE2272'
 FE2272'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ROGERS SPRINGS GO
 FE2272'NORTH ON A GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 FE2272'STRAIGHT AHEAD FOR 2.6 MILES TO A CROSSROAD AND MR. GATEWOODS FARM
 FE2272'HOME IN THE SOUTHWEST ANGLE, TURN RIGHT, EAST, AND GO 0.9 MILE TO
 FE2272'THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE
 FE2272'TO AN ABANDONED FARM HOUSE ON THE RIGHT AND THE DIM TRACK LANE ON
 FE2272'THE LEFT, CONTINUE STRAIGHT AHEAD TO THE SUMMIT OF THE RISE (210
 FE2272'FEET) AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2396 ***********************************************************************
 GC2396  DESIGNATION -  PORTLAND
 GC2396  PID         -  GC2396
 GC2396  STATE/COUNTY-  TN/SUMNER
 GC2396  USGS QUAD   -  PORTLAND (1981)
 GC2396
 GC2396                         *CURRENT SURVEY CONTROL
 GC2396  ___________________________________________________________________
 GC2396* NAD 83(1995)-  36 35 07.43395(N)    086 32 09.97171(W)     ADJUSTED  
 GC2396* NAVD 88     -       251.5    (meters)     825.     (feet)  VERTCON   
 GC2396  ___________________________________________________________________
 GC2396  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 GC2396  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2396
 GC2396  HORZ ORDER  -  SECOND
 GC2396
 GC2396.The horizontal coordinates were established by classical geodetic methods
 GC2396.and adjusted by the National Geodetic Survey in April 1999..
 GC2396
 GC2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2396
 GC2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2396
 GC2396.The geoid height was determined by GEOID03.
 GC2396
 GC2396;                    North         East     Units Scale Factor Converg.
 GC2396;SPC TN       -   250,004.256   552,021.311   MT  1.00003428   -0 18 49.9
 GC2396;SPC TN       -   820,222.30  1,811,089.92   sFT  1.00003428   -0 18 49.9
 GC2396;SPC KY1Z     - 1,028,273.207 1,429,639.398   MT  1.00015629   -0 28 57.5
 GC2396;SPC KY1Z     - 3,373,593.01  4,690,408.59   sFT  1.00015629   -0 28 57.5
 GC2396;SPC KY S     -   528,265.450   429,648.252   MT  1.00003014   -0 28 36.3
 GC2396;SPC KY S     - 1,733,150.90  1,409,604.31   sFT  1.00003014   -0 28 36.3
 GC2396;UTM  16      - 4,048,980.998   541,498.861   MT  0.99962122   +0 16 35.4
 GC2396
 GC2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2396!SPC TN       -   0.99996519  x   1.00003428  =   0.99999947
 GC2396!SPC KY1Z     -   0.99996519  x   1.00015629  =   1.00012148
 GC2396!SPC KY S     -   0.99996519  x   1.00003014  =   0.99999533
 GC2396!UTM  16      -   0.99996519  x   0.99962122  =   0.99958643
 GC2396
 GC2396:                Primary Azimuth Mark                     Grid Az
 GC2396:SPC TN       -  PORTLAND AZ MK 2                         055 12 49.1
 GC2396:SPC KY1Z     -  PORTLAND AZ MK 2                         055 22 56.7
 GC2396:SPC KY S     -  PORTLAND AZ MK 2                         055 22 35.5
 GC2396:UTM  16      -  PORTLAND AZ MK 2                         054 37 23.8
 GC2396
 GC2396|---------------------------------------------------------------------|
 GC2396| PID    Reference Object                     Distance      Geod. Az  |
 GC2396|                                                           dddmmss.s |
 GC2396| CG6387 PORTLAND AZ MK 2                                   0545359.2 |
 GC2396| CG6388 PORTLAND RM 1                        26.432 METERS 10119     |
 GC2396| CG6386 PORTLAND AZ MK                                     1041039.1 |
 GC2396| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 2.0 KM 1074912.9 |
 GC2396| CG6389 PORTLAND RM 2                        48.909 METERS 19137     |
 GC2396| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 4.2 KM 3293712.5 |
 GC2396|---------------------------------------------------------------------|
 GC2396
 GC2396                          SUPERSEDED SURVEY CONTROL
 GC2396
 GC2396  NAD 83(1995)-  36 35 07.43399(N)    086 32 09.97211(W) AD(       ) 2
 GC2396  NAD 83(1995)-  36 35 07.44232(N)    086 32 09.97485(W) AD(       ) 2
 GC2396  NAD 83(1986)-  36 35 07.44301(N)    086 32 09.97566(W) AD(       ) 2
 GC2396  NAD 27      -  36 35 07.29780(N)    086 32 09.99460(W) AD(       ) 2
 GC2396  NGVD 29 (07/19/86)  251.6    (m)          825.     (f) VERT ANG       
 GC2396
 GC2396.Superseded values are not recommended for survey control.
 GC2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2396.See file dsdata.txt to determine how the superseded data were derived.
 GC2396
 GC2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4149948981(NAD 83)
 GC2396_MARKER: DS = TRIANGULATION STATION DISK
 GC2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2396
 GC2396  HISTORY     - Date     Condition        Report By
 GC2396  HISTORY     - 1951     MONUMENTED       CGS
 GC2396  HISTORY     - 1959     GOOD             CGS
 GC2396  HISTORY     - 1968     GOOD             CGS
 GC2396  HISTORY     - 1974     MARK NOT FOUND   TNGS
 GC2396
 GC2396                          STATION DESCRIPTION
 GC2396
 GC2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2396'STATION IS LOCATED ABOUT 1 MILE WEST OF PORTLAND ON THE NORTH SIDE OF
 GC2396'STATE HIGHWAY 52 AND ON LAND OWNED BY MR. R.H.  SEARCY.  IT IS 105
 GC2396'FEET NORTH OF THE NORTHWEST CORNER OF FRAME HOUSE, 10 FEET SOUTHWEST
 GC2396'OF A WHITE WITNESS POST AND 7 FEET SOUTHWEST OF THE SOUTHWEST
 GC2396'CORNER OF BARN.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 GC2396'STAMPED PORTLAND 1951.
 GC2396'
 GC2396'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC2396'BARN AND 1 FOOT SOUTH OF FENCE CORNER.  THE MARK IS SET FLUSH WITH
 GC2396'THE GROUND AND THE DISK STAMPED PORTLAND NO. 1 1951.
 GC2396'
 GC2396'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GC2396'52, 10 FEET WEST OF THE CORNER OF PRIVATE DRIVEWAY AND 7 FEET
 GC2396'NORTHWEST OF POWER LINE POLE.  THE MARK IS SET FLUSH WITH THE GROUND
 GC2396'AND THE DISK STAMPED PORTLAND NO. 2 1951.
 GC2396'
 GC2396'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 52,
 GC2396'12 FEET WEST OF THE CENTER OF GRAVEL ROAD, 3 FEET WEST OF FENCE
 GC2396'CORNER AND 1 FOOT NORTH OF FENCE LINE.  THE MARK IS SET FLUSH WITH
 GC2396'THE GROUND AND THE DISK STAMPED PORTLAND 1951.
 GC2396'
 GC2396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 109 AND 52 IN
 GC2396'THE NORTH EDGE OF PORTLAND, GO WEST ON STATE HIGHWAY 52 FOR 0.9
 GC2396'MILE TO CROSSROAD AND AZIMUTH MARK IN THE SOUTHWEST ANGLE AS
 GC2396'DESCRIBED, CONTINUE WEST ON HIGHWAY FOR 0.3 MILE TO DRIVEWAY RIGHT
 GC2396'INTO YARD JUST WEST OF A FRAME HOUSE, TURN RIGHT INTO DRIVEWAY AND GO
 GC2396'NORTH FOR 160 FEET TO THE BARN AND STATION AS DESCRIBED.
 GC2396'
 GC2396'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2396
 GC2396                          STATION RECOVERY (1959)
 GC2396
 GC2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2396'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2396'THE ORIGINAL DESCRIPTION IS COMPLETELY ADEQUATE WITH THE EXCEPTION
 GC2396'THAT THE STATION MARK IS 7 FEET SOUTHWEST OF THE WITNESS POST AND
 GC2396'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE WEST FENCE LINE OF
 GC2396'ENCLOSURE AND 2 FEET SOUTH OF THE NORTH FENCE LINE OF ENCLOSURE.
 GC2396'
 GC2396'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC2396
 GC2396                          STATION RECOVERY (1968)
 GC2396
 GC2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2396'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2396'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GC2396'DESTROYED BY CONSTRUCTION ALONG STATE ROUTE 52 SEVERAL YEARS AGO, AND
 GC2396'THE MONUMENT REMOVED BY MAINTENANCE CREW THE FOLLOWING SUMMER.  THE
 GC2396'MARK WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE
 GC2396'AND THE STATION OCCUPIED.  IN CHECKING THE HORIZONTAL
 GC2396'MEASURED DISTANCE BETWEEN THE STATION AND THE REFERENCE MARKS,
 GC2396'VERTICAL ANGLES WERE OBSERVED AND SLOPE MEASUREMENTS MADE.  WHEN
 GC2396'THE SLOPE MEASUREMENTS WERE REDUCED TO HORIZONTAL THE FOLLOWING
 GC2396'DISCREPANCIES WERE NOTED.  THE DISTANCE FROM THE STATION TO
 GC2396'REFERENCE MARK NO. 1 - 0.03 FEET AND FROM THE STATION TO
 GC2396'REFERENCE MARK NO. 2 - 0.07 FEET.
 GC2396'
 GC2396'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2396'
 GC2396'THE STATION IS LOCATED ABOUT 1 MILE WEST OF PORTLAND AND IN THE YARD
 GC2396'OF THE FARM HOME OF MR. R.H. SEARCY.
 GC2396'
 GC2396'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 109 AND 52
 GC2396'JUST SOUTH OF THE NEW POST OFFICE IN PORTLAND, GO WESTERLY ON
 GC2396'STATE ROUTE 52 FOR 1.2 MILES TO THE SEARCY FARM HOME ON THE RIGHT AND
 GC2396'THE STATION IN THE BACK YARD ABOUT 60 YARDS NORTH OF THE HIGHWAY.
 GC2396'
 GC2396'THE STATION IS 187 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC2396'ROUTE 52, 120 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 GC2396'FARM HOUSE, 106 FEET NORTH OF THE NORTHWEST CORNER OF THE FARM HOUSE,
 GC2396'56 FEET WEST-SOUTHWEST OF A 12-INCH BLACK WALNUT TREE, AND 45 FEET
 GC2396'NORTH OF A 28-INCH BLACK LOCUST TREE.  IT IS A STANDARD DISK SET IN
 GC2396'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2396'IS STAMPED PORTLAND 1951.
 GC2396'
 GC2396'REFERENCE MARK NO. 1 IS 45 FEET EAST-SOUTHEAST OF A 12-INCH BLACK
 GC2396'WALNUT TREE, 44 FEET NORTH OF A 14-INCH BLACK LOCUST TREE, 38 FEET
 GC2396'EAST OF A SOUTHWEST FENCE CORNER POST, AND 2.9 FEET SOUTH OF A METAL
 GC2396'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GC2396'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2396'PORTLAND NO-1 1951.
 GC2396'
 GC2396'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2396'THE FARM HOUSE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC2396'ROUTE 52, 17 FEET WEST OF A 14-INCH MAPLE TREE, 9 FEET WEST OF THE
 GC2396'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 5 FEET NORTH OF
 GC2396'POWERLINE TRANSFORMER POLE NO. D38MT10, AND 5.0 FEET NORTH OF A METAL
 GC2396'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2396'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2396'PORTLAND NO-2 1951.
 GC2396'
 GC2396'DUE TO THE FARM HOUSE BEING POSITIONED ON THE LINE BETWEEN THE
 GC2396'REFERENCE MARKS, THEY COULD NOT BE MEASURED BETWEEN.
 GC2396'
 GC2396'THE AZIMUTH MARK IS 92 FEET NORTH-NORTHEAST OF POWERLINE TRANSFORMER
 GC2396'POLE NO. D 38MT4, 72 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 GC2396'OILED ROAD AT CURVE FROM NORTH TO WEST, 69 FEET NORTHWEST OF THE
 GC2396'NORTHWEST CORNER OF THE N.E. ARMSTRONG FARM HOUSE, 7 FEET EAST OF
 GC2396'THE APPROXIMATE CENTER OF A GATE LEADING INTO AN ORCHARD, 1 FOOT
 GC2396'SOUTH OF THE SOUTHEAST CORNER OF A FENCE DIVIDING THE ARMSTRONG
 GC2396'AND DONAHUE PROPERTIES, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST
 GC2396'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GC2396'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GC2396'STAMPED PORTLAND 1951 1968.
 GC2396'
 GC2396'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON STATE
 GC2396'ROUTE 52 FOR 0.3 OF A MILE TO A CROSSROAD.  HERE TURN LEFT AND GO
 GC2396'NORTH ON AN OILED ROAD FOR 0.25 OF A MILE TO WHERE THE ROAD CURVES
 GC2396'LEFT AND A FIELD ROAD CONTINUES NORTH ALONG THE EAST SIDE OF AN
 GC2396'ORCHARD FENCE, AND THE AZIMUTH MARK JUST SOUTH OF A SOUTHEAST CORNER
 GC2396'POST DIVIDING TWO PROPERTIES AS DESCRIBED.
 GC2396'
 GC2396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE WEST
 GC2396'OF PORTLAND.
 GC2396
 GC2396                          STATION RECOVERY (1974)
 GC2396
 GC2396'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1974 (LNB)
 GC2396'W 36 23 TABLET AND STONE POST HAD BEEN UPROOTED BY ROAD CONSTRUCTION
 GC2396'AND WERE LYING IN BACKYARD.
 GC2396'PORTLAND 1951 AZIMUTH MARK TABLET AND CONCRETE POST HAD BEEN
 GC2396'UPROOTED AND DUMPED INTO CREEK APPROX. 2000 SE OF ITS ORIGINAL
 GC2396'POSITION.
 GC2396'
 GC2396'BOTH TABLETS WERE COLLECTED AND ARE NOW IN MY POSSESSION.  PLEASE
 GC2396'SEND ME INSTRUCTIONS FOR TURNING THEM IN.
 GC2396'
 GC2396'DISTANCE AND DIRECTION FROM NEAREST TOWN--ADOLPHUS, KY (W 36 23) AND
 GC2396'PORTLAND, TENN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2395 ***********************************************************************
 GC2395  DESIGNATION -  PORTLAND MUNICIPAL TANK
 GC2395  PID         -  GC2395
 GC2395  STATE/COUNTY-  TN/SUMNER
 GC2395  USGS QUAD   -  PORTLAND (1981)
 GC2395
 GC2395                         *CURRENT SURVEY CONTROL
 GC2395  ___________________________________________________________________
 GC2395* NAD 83(1995)-  36 34 47.86351(N)    086 30 54.51100(W)     ADJUSTED  
 GC2395* NAVD 88     -                                                        
 GC2395  ___________________________________________________________________
 GC2395  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 GC2395  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC2395
 GC2395  HORZ ORDER  -  THIRD
 GC2395
 GC2395.The horizontal coordinates were established by classical geodetic methods
 GC2395.and adjusted by the National Geodetic Survey in April 1999..
 GC2395
 GC2395
 GC2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2395
 GC2395.The geoid height was determined by GEOID03.
 GC2395
 GC2395;                    North         East     Units Scale Factor Converg.
 GC2395;SPC TN       -   249,390.911   553,894.055   MT  1.00003304   -0 18 05.7
 GC2395;SPC TN       -   818,210.01  1,817,234.08   sFT  1.00003304   -0 18 05.7
 GC2395;UTM  16      - 4,048,387.228   543,377.054   MT  0.99962318   +0 17 20.2
 GC2395
 GC2395                          SUPERSEDED SURVEY CONTROL
 GC2395
 GC2395  NAD 83(1995)-  36 34 47.86350(N)    086 30 54.51144(W) AD(       ) 4
 GC2395  NAD 83(1995)-  36 34 47.87213(N)    086 30 54.51424(W) AD(       ) 4
 GC2395  NAD 83(1986)-  36 34 47.87273(N)    086 30 54.51489(W) AD(       ) 4
 GC2395  NAD 27      -  36 34 47.72200(N)    086 30 54.53200(W) AD(       ) 3
 GC2395
 GC2395.Superseded values are not recommended for survey control.
 GC2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2395.See file dsdata.txt to determine how the superseded data were derived.
 GC2395
 GC2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4337748387(NAD 83)
 GC2395_MARKER: 53 = ELEVATED TANK
 GC2395_SETTING: 0 = UNSPECIFIED SETTING
 GC2395
 GC2395  HISTORY     - Date     Condition        Report By
 GC2395  HISTORY     - 1951     FIRST OBSERVED   CGS
 GC2395  HISTORY     - 1959     GOOD             CGS
 GC2395  HISTORY     - 1970     GOOD             NGS
 GC2395
 GC2395                          STATION DESCRIPTION
 GC2395
 GC2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2395'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF PORTLAND, 225
 GC2395'FEET WEST OF RAILROAD TRACKS AND 150 FEET EAST OF MAIN STREET AND IN
 GC2395'THE CENTER OF A VACANT LOT.  IT IS A FOUR LEGGED STEEL STRUCTURE
 GC2395'ABOUT 125 FEET HIGH PAINTED ALUMINUM WITH BLACK LETTERING
 GC2395'PORTLAND ON THE EAST AND WEST SIDES OF THE TANK.  THE POINT OF
 GC2395'INTERSECTION WAS THE BALL AT THE APEX OF THE ROOF OF THE WATER
 GC2395'TANK.
 GC2395
 GC2395                          STATION RECOVERY (1959)
 GC2395
 GC2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2395'THE STATION IS LOCATED ON CITY OWNED PROPERTY, 225 FEET WEST OF A
 GC2395'RAILROAD TRACK AND ABOUT 150 FEET EAST OF THE MAIN STREET IN
 GC2395'PORTLAND.
 GC2395'
 GC2395'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A LARGE STEEL TANK
 GC2395'WITH A DOMED ROOF, IS PAINTED ALUMINUM, HAS A BALL AT THE TOP AND
 GC2395'CENTER OF THE ROOF AND AN OVER-ALL HEIGHT OF 125.0 FEET.  THE BALL AT
 GC2395'THE TOP AND CENTER OF THE ROOF WAS THE POINT OBSERVED UPON.
 GC2395
 GC2395                          STATION RECOVERY (1970)
 GC2395
 GC2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2395'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2750 ***********************************************************************
 GC2750  DESIGNATION -  PORTPORT
 GC2750  PID         -  GC2750
 GC2750  STATE/COUNTY-  TN/SUMNER
 GC2750  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC2750
 GC2750                         *CURRENT SURVEY CONTROL
 GC2750  ___________________________________________________________________
 GC2750* NAD 83(1995)-  36 35 58.34647(N)    086 28 29.93268(W)     ADJUSTED  
 GC2750* NAVD 88     -       234.0    (meters)     768.     (feet)  VERTCON   
 GC2750  ___________________________________________________________________
 GC2750  X           -     315,216.745 (meters)                     COMP
 GC2750  Y           -  -5,117,078.188 (meters)                     COMP
 GC2750  Z           -   3,781,929.972 (meters)                     COMP
 GC2750  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 GC2750  ELLIP HEIGHT-         204.24  (meters)          (04/12/99) GPS OBS
 GC2750  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GC2750
 GC2750  HORZ ORDER  -  THIRD
 GC2750  ELLP ORDER  -  FOURTH    CLASS I
 GC2750
 GC2750.This mark is at Portland Airport (1M5)
 GC2750
 GC2750.The horizontal coordinates were established by GPS observations
 GC2750.and adjusted by the National Geodetic Survey in April 1999..
 GC2750
 GC2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2750
 GC2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2750
 GC2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2750
 GC2750.The ellipsoidal height was determined by GPS observations
 GC2750.and is referenced to NAD 83.
 GC2750
 GC2750.The geoid height was determined by GEOID03.
 GC2750
 GC2750;                    North         East     Units Scale Factor Converg.
 GC2750;SPC TN       -   251,545.417   557,499.006   MT  1.00003755   -0 16 41.1
 GC2750;SPC TN       -   825,278.59  1,829,061.32   sFT  1.00003755   -0 16 41.1
 GC2750;SPC KY1Z     - 1,029,798.487 1,435,122.230   MT  1.00015083   -0 26 42.4
 GC2750;SPC KY1Z     - 3,378,597.20  4,708,396.85   sFT  1.00015083   -0 26 42.4
 GC2750;SPC KY S     -   529,791.082   435,130.249   MT  1.00002698   -0 26 22.8
 GC2750;SPC KY S     - 1,738,156.24  1,427,589.83   sFT  1.00002698   -0 26 22.8
 GC2750;UTM  16      - 4,050,577.893   546,958.127   MT  0.99962717   +0 18 46.9
 GC2750
 GC2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2750!SPC TN       -   0.99996795  x   1.00003755  =   1.00000550
 GC2750!SPC KY1Z     -   0.99996795  x   1.00015083  =   1.00011877
 GC2750!SPC KY S     -   0.99996795  x   1.00002698  =   0.99999493
 GC2750!UTM  16      -   0.99996795  x   0.99962717  =   0.99959513
 GC2750
 GC2750                          SUPERSEDED SURVEY CONTROL
 GC2750
 GC2750  NAD 83(1995)-  36 35 58.34647(N)    086 28 29.93268(W) AD(       ) 3
 GC2750  NAD 83(1995)-  36 35 58.34855(N)    086 28 29.93756(W) AD(       ) 3
 GC2750  NGVD 29 (09/17/90)  234.0    (m)          768.     (f) GPS OBS        
 GC2750
 GC2750.Superseded values are not recommended for survey control.
 GC2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2750.See file dsdata.txt to determine how the superseded data were derived.
 GC2750
 GC2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4695850578(NAD 83)
 GC2750_MARKER: I = METAL ROD
 GC2750_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2750_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2750+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 GC2750
 GC2750  HISTORY     - Date     Condition        Report By
 GC2750  HISTORY     - 1987     MONUMENTED       NGS
 GC2750  HISTORY     - 19890522 GOOD
 GC2750
 GC2750                          STATION DESCRIPTION
 GC2750
 GC2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2750'FROM THE JUNCTION OF STAT HIGHWAY 109 AND STATE HIGHWAY 52 IN
 GC2750'PORTLAND,GO 2.1 MILES EAST ON STATE HIGHWAY 52 TO THE JUNCTION
 GC2750'WITH AIRPORT ROAD ON THE LEFT. TURN LEFT ON AIRPORT ROAD AND GO
 GC2750'NORTH 0.3 MILE TO A BEND LEFT. TURN LEFT ON AIRPORT ROAD AND GO NORTH
 GC2750'NORTH MILE TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT INTO THE
 GC2750'PORTLAND MUNICIPAL AIRPORT PROPERTY AND CROSS TO THE EAST SIDE OF THE
 GC2750'RUNWAY. TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF THE RUNWAY 0.3
 GC2750'MILE TO THE AZ MK CONTINUE NORTH 0.3 MILE TO THE STATION, A 3-D MARK,
 GC2750'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 38 FEET, 4 INCHES BELOW
 GC2750'GROUND, ENCASED IN A 3 FOOT GREASED-FILLED 1 INCH PVC PIPE ENCASED IN
 GC2750'5 INCH PVC PIPE WITH LOGO CAP ---STAMPED PORTPORT 1987 SET FLUSH WITH
 GC2750'GROUND, THE STATION IS LOCATED 140 FEET NORTH FROM THE NORTH-MOST
 GC2750'VASI, 52.0 FEET EAST FROM THE NORTHEAST RUNWAY CORNER, 45.7 FEET
 GC2750'EAST-SOUTHEAST FROM THE EAST-MOST THRESHOLD LIGHT, 20.6 FEET SOUTHWEST
 GC2750'FROM A REIL LIGHT, AND 1.6 FEET NORTH FROM A FIBERGLASS WITNESS POST.
 GC2750'A 1 FOOT REBAR WAS PUT IN CONCRETE AROUND MARK.
 GC2750
 GC2750                          STATION RECOVERY (1989)
 GC2750
 GC2750'RECOVERED 1989
 GC2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2751 ***********************************************************************
 GC2751  DESIGNATION -  PORTPORT AZ MK
 GC2751  PID         -  GC2751
 GC2751  STATE/COUNTY-  TN/SUMNER
 GC2751  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC2751
 GC2751                         *CURRENT SURVEY CONTROL
 GC2751  ___________________________________________________________________
 GC2751* NAD 83(1995)-  36 35 43.80606(N)    086 28 33.48576(W)     ADJUSTED  
 GC2751* NAVD 88     -       240.0    (meters)     787.     (feet)  VERTCON   
 GC2751  ___________________________________________________________________
 GC2751  X           -     315,145.321 (meters)                     COMP
 GC2751  Y           -  -5,117,355.154 (meters)                     COMP
 GC2751  Z           -   3,781,573.702 (meters)                     COMP
 GC2751  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GC2751  ELLIP HEIGHT-         210.25  (meters)          (04/12/99) GPS OBS
 GC2751  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC2751
 GC2751  HORZ ORDER  -  THIRD
 GC2751  ELLP ORDER  -  FOURTH    CLASS I
 GC2751
 GC2751.This mark is at Portland Airport (1M5)
 GC2751
 GC2751.The horizontal coordinates were established by GPS observations
 GC2751.and adjusted by the National Geodetic Survey in April 1999..
 GC2751
 GC2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2751
 GC2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2751
 GC2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2751
 GC2751.The ellipsoidal height was determined by GPS observations
 GC2751.and is referenced to NAD 83.
 GC2751
 GC2751.The geoid height was determined by GEOID03.
 GC2751
 GC2751;                    North         East     Units Scale Factor Converg.
 GC2751;SPC TN       -   251,097.626   557,408.514   MT  1.00003661   -0 16 43.1
 GC2751;SPC TN       -   823,809.46  1,828,764.43   sFT  1.00003661   -0 16 43.1
 GC2751;SPC KY1Z     - 1,029,350.911 1,435,030.422   MT  1.00015239   -0 26 44.6
 GC2751;SPC KY1Z     - 3,377,128.78  4,708,095.64   sFT  1.00015239   -0 26 44.6
 GC2751;SPC KY S     -   529,343.553   435,038.495   MT  1.00002788   -0 26 25.0
 GC2751;SPC KY S     - 1,736,687.97  1,427,288.80   sFT  1.00002788   -0 26 25.0
 GC2751;UTM  16      - 4,050,129.376   546,872.294   MT  0.99962707   +0 18 44.7
 GC2751
 GC2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2751!SPC TN       -   0.99996700  x   1.00003661  =   1.00000361
 GC2751!SPC KY1Z     -   0.99996700  x   1.00015239  =   1.00011939
 GC2751!SPC KY S     -   0.99996700  x   1.00002788  =   0.99999488
 GC2751!UTM  16      -   0.99996700  x   0.99962707  =   0.99959409
 GC2751
 GC2751                          SUPERSEDED SURVEY CONTROL
 GC2751
 GC2751  NAD 83(1995)-  36 35 43.80606(N)    086 28 33.48577(W) AD(       ) 3
 GC2751  NAD 83(1995)-  36 35 43.80815(N)    086 28 33.49065(W) AD(       ) 3
 GC2751  NGVD 29 (09/17/90)  240.0    (m)          787.     (f) GPS OBS        
 GC2751
 GC2751.Superseded values are not recommended for survey control.
 GC2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2751.See file dsdata.txt to determine how the superseded data were derived.
 GC2751
 GC2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4687250129(NAD 83)
 GC2751_MARKER: I = METAL ROD
 GC2751_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2751_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2751+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 GC2751
 GC2751  HISTORY     - Date     Condition        Report By
 GC2751  HISTORY     - 1987     MONUMENTED       NGS
 GC2751  HISTORY     - 19890522 GOOD
 GC2751
 GC2751                          STATION DESCRIPTION
 GC2751
 GC2751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2751'FROM THE JUNCTION OF STATE HIGHWAY 109 AND STATE HIGHWAY 52 IN
 GC2751'PORTLAND, GO 2.1 MILES EAST ON STATE HIGHWAY 52 TO THE JUNCTION
 GC2751'WITH AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO NORTH 0.3 MILES TO
 GC2751'A BEND LEFT.  BEND LEFT ON AIRPORT ROAD AND GO WEST 0.2 MILES TO
 GC2751'A BEND RIGHT. TURN RIGHT ON AIRPORT ROAD AND GO NORTH 0.65 MILES TO
 GC2751'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT INTO THE PORTLAND
 GC2751'MUNICIPAL AIRPORT PROPERTY AND CROSS TO THE EAST SIDE OF THE RUNWAY
 GC2751'TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF THE RUNWAY 0.3 MILES TO
 GC2751'THE STATION, A 3-D MARK, A STAINLESS STEEL DRIVEN TO REFUSAL AT
 GC2751'34 FEET, FLUSH WITH GROUND, ENCASED IN A 3 FOOT GREASE FILLED 1
 GC2751'INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 GC2751'PORTPORT AZ MK 1987 FLUSH WITH GROUND, THE STATION IS ON LINE WITH
 GC2751'THE CENTERLINE EXTENSION OF THE NORTHERNMOST EAST-WEST TAXIWAY,
 GC2751'50 FEET EAST FROM THE EAST EDGE OF THE RUNWAY, 43.5 FEET EAST
 GC2751'NORTHEAST FROM A RUNWAY LIGHT, 26 FEET WEST FROM THE CENTER OF A
 GC2751'NORTH-SOUTH DITCH, AND 2.0 FEET NORTH FROM A FIBERGLASS WITNESS
 GC2751'POST. NOTE-- AZ MK IS 0.3 MILE SOUTH FROM PORTPORT 1987. A 1 FOOT
 GC2751'REBAR WAS PUT IN CONCRETE AROUND MARK.
 GC2751
 GC2751                          STATION RECOVERY (1989)
 GC2751
 GC2751'RECOVERED 1989
 GC2751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1635 ***********************************************************************
 GD1635  DESIGNATION -  POTATOE
 GD1635  PID         -  GD1635
 GD1635  STATE/COUNTY-  TN/DYER
 GD1635  USGS QUAD   -  TRIMBLE (1983)
 GD1635
 GD1635                         *CURRENT SURVEY CONTROL
 GD1635  ___________________________________________________________________
 GD1635* NAD 83(1995)-  36 09 15.24603(N)    089 14 47.21340(W)     ADJUSTED  
 GD1635* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 GD1635  ___________________________________________________________________
 GD1635  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GD1635  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1635
 GD1635  HORZ ORDER  -  SECOND
 GD1635
 GD1635.The horizontal coordinates were established by classical geodetic methods
 GD1635.and adjusted by the National Geodetic Survey in April 1999..
 GD1635
 GD1635.The orthometric height was scaled from a topographic map.
 GD1635
 GD1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1635
 GD1635.The geoid height was determined by GEOID03.
 GD1635
 GD1635;                    North         East     Units Scale Factor Converg.
 GD1635;SPC TN       -   206,873.489   307,923.390   MT  0.99996397   -1 54 02.2
 GD1635;SPC TN       -   678,717.44  1,010,245.32   sFT  0.99996397   -1 54 02.2
 GD1635;UTM  16      - 4,003,393.549   297,912.072   MT  1.00010323   -1 19 32.8
 GD1635
 GD1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1635!SPC TN       -   0.99998308  x   0.99996397  =   0.99994705
 GD1635!UTM  16      -   0.99998308  x   1.00010323  =   1.00008631
 GD1635
 GD1635:                Primary Azimuth Mark                     Grid Az
 GD1635:SPC TN       -  TRIMBLE MUNICIPAL TANK                   043 39 34.4
 GD1635:UTM  16      -  TRIMBLE MUNICIPAL TANK                   043 05 05.0
 GD1635
 GD1635|---------------------------------------------------------------------|
 GD1635| PID    Reference Object                     Distance      Geod. Az  |
 GD1635|                                                           dddmmss.s |
 GD1635| GD1636 TRIMBLE MUNICIPAL TANK              APPROX. 7.5 KM 0414532.2 |
 GD1635| GD2061 POTATOE AZ MK                                      1590602.8 |
 GD1635| GD2060 POTATOE RM 2                         18.037 METERS 16540     |
 GD1635| GD1645 NEWBERN MUNICIPAL TANK              APPROX. 4.7 KM 2012643.3 |
 GD1635| GD2059 POTATOE RM 1                         18.983 METERS 24502     |
 GD1635|---------------------------------------------------------------------|
 GD1635
 GD1635                          SUPERSEDED SURVEY CONTROL
 GD1635
 GD1635  NAD 83(1995)-  36 09 15.24941(N)    089 14 47.21384(W) AD(       ) 2
 GD1635  NAD 83(1995)-  36 09 15.24999(N)    089 14 47.21362(W) AD(       ) 2
 GD1635  NAD 83(1986)-  36 09 15.25751(N)    089 14 47.21312(W) AD(       ) 2
 GD1635  NAD 27      -  36 09 15.01000(N)    089 14 46.96280(W) AD(       ) 2
 GD1635
 GD1635.Superseded values are not recommended for survey control.
 GD1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1635.See file dsdata.txt to determine how the superseded data were derived.
 GD1635
 GD1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9791203394(NAD 83)
 GD1635_MARKER: DS = TRIANGULATION STATION DISK
 GD1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1635
 GD1635  HISTORY     - Date     Condition        Report By
 GD1635  HISTORY     - 1959     MONUMENTED       CGS
 GD1635  HISTORY     - 1967     GOOD             CGS
 GD1635
 GD1635                          STATION DESCRIPTION
 GD1635
 GD1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1635'THE STATION IS ABOUT 3 MILES NORTHEAST OF NEWBERN, WEST OF U.S.
 GD1635'HIGHWAY 51, AND IS ON A PROMINENT HILL IN THE VICINITY.  IT IS 56
 GD1635'FEET NORTH OF A WIRE FENCE, 22 FEET NORTH OF A GROUP OF TREES, 18
 GD1635'FEET EAST OF A 16 INCH OAK TREE, 15 FEET WEST OF A 12 INCH HICKORY
 GD1635'TREE, 14 FEET SOUTHEAST OF A 14 INCH OAK TREE, 3 FEET SOUTHWEST OF A
 GD1635'WHITE WITNESS POST, AND IS SET IN THE SOUTHEAST END OF A RIDGE.
 GD1635'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED POTATOE 1959.
 GD1635'
 GD1635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 AND U.S.
 GD1635'HIGHWAY 51 AT THE NORTH EDGE OF NEWBERN, GO NORTHERLY ON U.S.
 GD1635'HIGHWAY 51 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GD1635'NORTHERLY ON HIGHWAY 51 FOR 0.05 MILE TO AN ANGLING SIDE ROAD LEFT.
 GD1635'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO A HOUSE
 GD1635'ON THE LEFT AND A DRIVEWAY ON THE SOUTH SIDE OF THE HOUSE.  TURN
 GD1635'LEFT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO A GATE.  PASS
 GD1635'THROUGH THE GATE AND GO SOUTHWEST ACROSS BARNYARD, PASSING TO THE
 GD1635'SOUTH OF A SMALL POND, FOR 0.1 MILE TO A FARM LANE.  GO WEST ON
 GD1635'THE FARM LANE FOR 0.05 MILE TO ITS END.  TURN LEFT AND GO
 GD1635'SOUTHWEST ACROSS A PASTURE FIELD FOR ABOUT 150 FEET.  TURN RIGHT
 GD1635'AND GO WEST ALONG THE NORTH SIDE OF AN EAST-WEST FENCE FOR 0.15 MILE
 GD1635'TO THE TOP OF THE HILL AND THE STATION ON THE HIGHEST POINT.
 GD1635'
 GD1635'REFERENCE MARK 1 IS 49 FEET SOUTHWEST OF THE GROUP OF TREES, 23 FEET
 GD1635'NORTH OF THE FENCE AND 21 FEET SOUTHEAST OF A 12 INCH HACKBERRY
 GD1635'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED POTATOE NO 1
 GD1635'1959.
 GD1635'
 GD1635'REFERENCE MARK 2 IS 56 FEET SOUTHEAST OF THE 12 INCH HICKORY TREE, 42
 GD1635'FEET SOUTHEAST OF THE GROUP OF TREES AND 1 FOOT NORTH OF THE WIRE
 GD1635'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED POTATOE NO 2
 GD1635'1959.
 GD1635'
 GD1635'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 GD1635'51, 16 FEET NORTH OF A POWER POLE, 4 FEET NORTHWEST OF A WHITE
 GD1635'WITNESS POST AND 2 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 GD1635'AND THE DISK IS STAMPED POTATOE 1959.
 GD1635'
 GD1635'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GD1635
 GD1635                          STATION RECOVERY (1967)
 GD1635
 GD1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1635'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED
 GD1635'WITH THE FOLLOWING ADDED NOTATIONS.
 GD1635'
 GD1635'THE STATION IS 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 GD1635'
 GD1635'THE AZIMUTH MARK IS 0.6 OF A FOOT NORTH OF A METAL WITNESS POST
 GD1635'AND SIGN.
 GD1635'
 GD1635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GD1635'NORTHWEST OF NEWBERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1153 ***********************************************************************
 FD1153  DESIGNATION -  POTTER
 FD1153  PID         -  FD1153
 FD1153  STATE/COUNTY-  TN/HICKMAN
 FD1153  USGS QUAD   -  BUCKSNORT (1968)
 FD1153
 FD1153                         *CURRENT SURVEY CONTROL
 FD1153  ___________________________________________________________________
 FD1153* NAD 83(1995)-  35 53 15.01547(N)    087 39 41.01292(W)     ADJUSTED  
 FD1153* NAVD 88     -       162.580  (meters)     533.40   (feet)  ADJUSTED  
 FD1153  ___________________________________________________________________
 FD1153  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD1153  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1153  DYNAMIC HT  -         162.439 (meters)     532.94  (feet)  COMP
 FD1153  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FD1153
 FD1153  HORZ ORDER  -  SECOND
 FD1153  VERT ORDER  -  SECOND    CLASS 0
 FD1153
 FD1153.The horizontal coordinates were established by classical geodetic methods
 FD1153.and adjusted by the National Geodetic Survey in April 1999..
 FD1153
 FD1153.The orthometric height was determined by differential leveling
 FD1153.and adjusted by the National Geodetic Survey in June 1991..
 FD1153
 FD1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1153
 FD1153.The geoid height was determined by GEOID03.
 FD1153
 FD1153.The dynamic height is computed by dividing the NAVD 88
 FD1153.geopotential number by the normal gravity value computed on the
 FD1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1153.degrees latitude (g = 980.6199 gals.).
 FD1153
 FD1153.The modeled gravity was interpolated from observed gravity values.
 FD1153
 FD1153;                    North         East     Units Scale Factor Converg.
 FD1153;SPC TN       -   173,706.946   450,005.148   MT  0.99994883   -0 58 21.5
 FD1153;SPC TN       -   569,903.54  1,476,391.89   sFT  0.99994883   -0 58 21.5
 FD1153;UTM  16      - 3,971,673.127   440,305.305   MT  0.99964391   -0 23 15.8
 FD1153
 FD1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1153!SPC TN       -   0.99997895  x   0.99994883  =   0.99992778
 FD1153!UTM  16      -   0.99997895  x   0.99964391  =   0.99962287
 FD1153
 FD1153|---------------------------------------------------------------------|
 FD1153| PID    Reference Object                     Distance      Geod. Az  |
 FD1153|                                                           dddmmss.s |
 FD1153| FD1155 POTTER RM 3                          26.822 METERS 01632     |
 FD1153| FD1154 POTTER RM 1                          23.389 METERS 13633     |
 FD1153| FD1622 TS B2                               APPROX. 2.4 KM 2452958.7 |
 FD1153| FD1152 POTTER RM 2                          21.410 METERS 24723     |
 FD1153|---------------------------------------------------------------------|
 FD1153
 FD1153                          SUPERSEDED SURVEY CONTROL
 FD1153
 FD1153  NAD 83(1995)-  35 53 15.01732(N)    087 39 41.01595(W) AD(       ) 2
 FD1153  NAD 83(1986)-  35 53 15.02580(N)    087 39 41.01355(W) AD(       ) 2
 FD1153  NAD 27      -  35 53 14.79670(N)    087 39 40.94070(W) AD(       ) 2
 FD1153  NGVD 29 (??/??/92)  162.603  (m)          533.47   (f) ADJ UNCH    2 0
 FD1153
 FD1153.Superseded values are not recommended for survey control.
 FD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1153.See file dsdata.txt to determine how the superseded data were derived.
 FD1153
 FD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4030571673(NAD 83)
 FD1153_MARKER: DE = TRAVERSE STATION DISK
 FD1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1153_STAMPING: POTTER 1959
 FD1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1153+STABILITY: SURFACE MOTION
 FD1153
 FD1153  HISTORY     - Date     Condition        Report By
 FD1153  HISTORY     - 1959     MONUMENTED       CGS
 FD1153  HISTORY     - 1959     GOOD             CGS
 FD1153
 FD1153                          STATION DESCRIPTION
 FD1153
 FD1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1153'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF WAVERLY, 4 MILES
 FD1153'WEST OF SPOT, AND 2.5
 FD1153'MILES NORTHEAST OF ONLY.
 FD1153'
 FD1153'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, WHICH IS ABOUT 18
 FD1153'MILES SOUTHEAST OF
 FD1153'WAVERLY, GO EAST ON A BLACK TOP ROAD FOR 0.95 MILE TO A
 FD1153'SIDE ROAD ON THE LEFT, TURN
 FD1153'LEFT, NORTH, ON A GRAVELED ROAD FOR 1.45
 FD1153'MILES TO A DIM ROAD ON THE LEFT, TURN RIGHT,
 FD1153'EAST, AND FOLLOW MAIN
 FD1153'GRAVELED ROAD FOR 1.55 MILES TO A DIM TRACK ROAD ON THE LEFT,
 FD1153'TURN LEFT,
 FD1153'NORTH, FOR 0.05 MILE ON DIM TRACK ROAD TO THE STATION ON THE
 FD1153'RIGHT AS DESCRIBED.
 FD1153'
 FD1153'THE STATION IS 75 FEET EAST OF A DIM TRACK ROAD, 42 FEET SOUTHWEST OF
 FD1153'THE SOUTHWEST CORNER
 FD1153'OF A CEMETERY AND 3.6 FEET SOUTH-SOUTHWEST OF A
 FD1153'WITNESS POST.  IT IS A STANDARD
 FD1153'TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD1153'CONCRETE POST WITH AN UNDERGROUND MARK, IT
 FD1153'PROJECTS 2 INCHES ABOVE
 FD1153'THE SURROUNDING SURFACE AND IS STAMPED POTTER 1959.
 FD1153'
 FD1153'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 FD1153'10-INCH SQUARE CONCRETE
 FD1153'POST, IT PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE AND
 FD1153'IS STAMPED POTTER NO 1
 FD1153'1959.
 FD1153'
 FD1153'REFERENCE MARK NO 2 IS 15 FEET EAST OF A DIM TRACK ROAD.  IT IS A
 FD1153'STANDARD REFERENCE MARK
 FD1153'DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET
 FD1153'FLUSH WITH THE SURROUNDING
 FD1153'SURFACE AND IS STAMPED POTTER NO 2 1959.
 FD1153'
 FD1153'*REFERENCE MARK NO 3 IS 18 FEET EAST OF A DIM TRACK ROAD.  IT IS A
 FD1153'STANDARD REFERENCE
 FD1153'MARK DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 FD1153'IS SET FLUSH WITH THE SURROUNDING
 FD1153'SURFACE AND IS STAMPED POTTER NO 3
 FD1153'1959.
 FD1153'
 FD1153'NO AZIMUTH MARK WAS SET AS NO SUITABLE PLACE COULD BE FOUND.
 FD1153
 FD1153                          STATION RECOVERY (1959)
 FD1153
 FD1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1153'3.9 MI NE FROM ONLY.
 FD1153'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1153'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1153'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 1.65 MILES EAST ON
 FD1153'A GRAVELED ROAD TO A DIM TRACK ROAD, THENCE 0.05 MILE NORTH ON
 FD1153'THE DIM TRACK ROAD TO THE STATION AS DESCRIBED, 75 FT. EAST OF
 FD1153'A DIM TRACK ROAD, 42 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD1153'A CEMETERY AND 3.6 FT. SOUTH-SOUTHWEST OF A WITNESS SIGN, A
 FD1153'DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1154 ***********************************************************************
 FD1154  DESIGNATION -  POTTER RM 1
 FD1154  PID         -  FD1154
 FD1154  STATE/COUNTY-  TN/HICKMAN
 FD1154  USGS QUAD   -  BUCKSNORT (1968)
 FD1154
 FD1154                         *CURRENT SURVEY CONTROL
 FD1154  ___________________________________________________________________
 FD1154* NAD 83(1986)-  35 53 15.     (N)    087 39 40.     (W)     SCALED    
 FD1154* NAVD 88     -       161.229  (meters)     528.97   (feet)  ADJUSTED  
 FD1154  ___________________________________________________________________
 FD1154  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1154  DYNAMIC HT  -         161.089 (meters)     528.51  (feet)  COMP
 FD1154  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FD1154
 FD1154  VERT ORDER  -  SECOND    CLASS 0
 FD1154
 FD1154.The horizontal coordinates were scaled from a topographic map and have
 FD1154.an estimated accuracy of +/- 6 seconds.
 FD1154
 FD1154.The orthometric height was determined by differential leveling
 FD1154.and adjusted by the National Geodetic Survey in June 1991..
 FD1154
 FD1154.The geoid height was determined by GEOID03.
 FD1154
 FD1154.The dynamic height is computed by dividing the NAVD 88
 FD1154.geopotential number by the normal gravity value computed on the
 FD1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1154.degrees latitude (g = 980.6199 gals.).
 FD1154
 FD1154.The modeled gravity was interpolated from observed gravity values.
 FD1154
 FD1154;                    North         East    Units  Estimated Accuracy
 FD1154;SPC TN       -   173,710.      450,030.      MT  (+/- 180 meters Scaled)
 FD1154
 FD1154                          SUPERSEDED SURVEY CONTROL
 FD1154
 FD1154  NGVD 29 (??/??/92)  161.252  (m)          529.04   (f) ADJ UNCH    2 0
 FD1154
 FD1154.Superseded values are not recommended for survey control.
 FD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1154.See file dsdata.txt to determine how the superseded data were derived.
 FD1154
 FD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE403716(NAD 83)
 FD1154_MARKER: DR = REFERENCE MARK DISK
 FD1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1154_STAMPING: POTTER NO 1 1959
 FD1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1154+STABILITY: SURFACE MOTION
 FD1154
 FD1154  HISTORY     - Date     Condition        Report By
 FD1154  HISTORY     - 1959     MONUMENTED       CGS
 FD1154
 FD1154                          STATION DESCRIPTION
 FD1154
 FD1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1154'3.9 MI NE FROM ONLY.
 FD1154'THIS MARK IS LOCATED AT THE POTTER 1959 STATION SITE, 76.7 FT.
 FD1154'SOUTH-SOUTHEAST OF THE STATION MARK, A DISK SET IN TOP OF A
 FD1154'CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 FD1154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1152 ***********************************************************************
 FD1152  DESIGNATION -  POTTER RM 2
 FD1152  PID         -  FD1152
 FD1152  STATE/COUNTY-  TN/HICKMAN
 FD1152  USGS QUAD   -  BUCKSNORT (1968)
 FD1152
 FD1152                         *CURRENT SURVEY CONTROL
 FD1152  ___________________________________________________________________
 FD1152* NAD 83(1986)-  35 53 15.     (N)    087 39 40.     (W)     SCALED    
 FD1152* NAVD 88     -       161.544  (meters)     530.00   (feet)  ADJUSTED  
 FD1152  ___________________________________________________________________
 FD1152  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1152  DYNAMIC HT  -         161.404 (meters)     529.54  (feet)  COMP
 FD1152  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FD1152
 FD1152  VERT ORDER  -  SECOND    CLASS 0
 FD1152
 FD1152.The horizontal coordinates were scaled from a topographic map and have
 FD1152.an estimated accuracy of +/- 6 seconds.
 FD1152
 FD1152.The orthometric height was determined by differential leveling
 FD1152.and adjusted by the National Geodetic Survey in June 1991..
 FD1152
 FD1152.The geoid height was determined by GEOID03.
 FD1152
 FD1152.The dynamic height is computed by dividing the NAVD 88
 FD1152.geopotential number by the normal gravity value computed on the
 FD1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1152.degrees latitude (g = 980.6199 gals.).
 FD1152
 FD1152.The modeled gravity was interpolated from observed gravity values.
 FD1152
 FD1152;                    North         East    Units  Estimated Accuracy
 FD1152;SPC TN       -   173,710.      450,030.      MT  (+/- 180 meters Scaled)
 FD1152
 FD1152                          SUPERSEDED SURVEY CONTROL
 FD1152
 FD1152  NGVD 29 (??/??/92)  161.567  (m)          530.07   (f) ADJ UNCH    2 0
 FD1152
 FD1152.Superseded values are not recommended for survey control.
 FD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1152.See file dsdata.txt to determine how the superseded data were derived.
 FD1152
 FD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE403716(NAD 83)
 FD1152_MARKER: DR = REFERENCE MARK DISK
 FD1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1152_STAMPING: POTTER NO 2 1959
 FD1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1152+STABILITY: SURFACE MOTION
 FD1152
 FD1152  HISTORY     - Date     Condition        Report By
 FD1152  HISTORY     - 1959     MONUMENTED       CGS
 FD1152
 FD1152                          STATION DESCRIPTION
 FD1152
 FD1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1152'3.9 MI NE FROM ONLY.
 FD1152'THIS MARK IS LOCATED AT THE POTTER 1959 STATION SITE, 70.2 FT.
 FD1152'SOUTHWEST OF THE STATION MARK, 15 FT. EAST OF A DIM TRACK ROAD,
 FD1152'A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 FD1152'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1155 ***********************************************************************
 FD1155  DESIGNATION -  POTTER RM 3
 FD1155  PID         -  FD1155
 FD1155  STATE/COUNTY-  TN/HICKMAN
 FD1155  USGS QUAD   -  BUCKSNORT (1968)
 FD1155
 FD1155                         *CURRENT SURVEY CONTROL
 FD1155  ___________________________________________________________________
 FD1155* NAD 83(1986)-  35 53 15.     (N)    087 39 40.     (W)     SCALED    
 FD1155* NAVD 88     -       162.670  (meters)     533.69   (feet)  ADJUSTED  
 FD1155  ___________________________________________________________________
 FD1155  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1155  DYNAMIC HT  -         162.529 (meters)     533.23  (feet)  COMP
 FD1155  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FD1155
 FD1155  VERT ORDER  -  SECOND    CLASS 0
 FD1155
 FD1155.The horizontal coordinates were scaled from a topographic map and have
 FD1155.an estimated accuracy of +/- 6 seconds.
 FD1155
 FD1155.The orthometric height was determined by differential leveling
 FD1155.and adjusted by the National Geodetic Survey in June 1991..
 FD1155
 FD1155.The geoid height was determined by GEOID03.
 FD1155
 FD1155.The dynamic height is computed by dividing the NAVD 88
 FD1155.geopotential number by the normal gravity value computed on the
 FD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1155.degrees latitude (g = 980.6199 gals.).
 FD1155
 FD1155.The modeled gravity was interpolated from observed gravity values.
 FD1155
 FD1155;                    North         East    Units  Estimated Accuracy
 FD1155;SPC TN       -   173,710.      450,030.      MT  (+/- 180 meters Scaled)
 FD1155
 FD1155                          SUPERSEDED SURVEY CONTROL
 FD1155
 FD1155  NGVD 29 (??/??/92)  162.693  (m)          533.77   (f) ADJ UNCH    2 0
 FD1155
 FD1155.Superseded values are not recommended for survey control.
 FD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1155.See file dsdata.txt to determine how the superseded data were derived.
 FD1155
 FD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE403716(NAD 83)
 FD1155_MARKER: DR = REFERENCE MARK DISK
 FD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1155_STAMPING: POTTER NO 3 1959
 FD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1155+STABILITY: SURFACE MOTION
 FD1155
 FD1155  HISTORY     - Date     Condition        Report By
 FD1155  HISTORY     - 1959     MONUMENTED       CGS
 FD1155
 FD1155                          STATION DESCRIPTION
 FD1155
 FD1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1155'3.9 MI NE FROM ONLY.
 FD1155'THIS MARK IS LOCATED AT THE POTTER 1959 STATION SITE, 88 FT.
 FD1155'NORTH-NORTHEAST OF THE STATION MARK, 18 FT. EAST OF A DIM TRACK
 FD1155'ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FD1155'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2356 ***********************************************************************
 GA2356  DESIGNATION -  POVA
 GA2356  PID         -  GA2356
 GA2356  STATE/COUNTY-  TN/CLAIBORNE
 GA2356  USGS QUAD   -  FORK RIDGE (1959)
 GA2356
 GA2356                         *CURRENT SURVEY CONTROL
 GA2356  ___________________________________________________________________
 GA2356* NAD 83(1995)-  36 30 18.69832(N)    083 47 29.44327(W)     ADJUSTED  
 GA2356* NAVD 88     -       386.091  (meters)    1266.70   (feet)  ADJUSTED  
 GA2356  ___________________________________________________________________
 GA2356  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 GA2356  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2356  DYNAMIC HT  -         385.750 (meters)    1265.58  (feet)  COMP
 GA2356  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 GA2356
 GA2356  HORZ ORDER  -  SECOND
 GA2356  VERT ORDER  -  SECOND    CLASS 0
 GA2356
 GA2356.The horizontal coordinates were established by classical geodetic methods
 GA2356.and adjusted by the National Geodetic Survey in April 1999..
 GA2356
 GA2356.The orthometric height was determined by differential leveling
 GA2356.and adjusted by the National Geodetic Survey in June 1991..
 GA2356
 GA2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2356
 GA2356.The geoid height was determined by GEOID03.
 GA2356
 GA2356.The dynamic height is computed by dividing the NAVD 88
 GA2356.geopotential number by the normal gravity value computed on the
 GA2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2356.degrees latitude (g = 980.6199 gals.).
 GA2356
 GA2356.The modeled gravity was interpolated from observed gravity values.
 GA2356
 GA2356;                    North         East     Units Scale Factor Converg.
 GA2356;SPC TN       -   243,204.672   797,834.205   MT  1.00001690   +1 17 34.6
 GA2356;SPC TN       -   797,913.99  2,617,561.05   sFT  1.00001690   +1 17 34.6
 GA2356;SPC KY1Z     - 1,020,916.450 1,675,471.548   MT  1.00018840   +1 12 08.8
 GA2356;SPC KY1Z     - 3,349,456.72  5,496,942.90   sFT  1.00018840   +1 12 08.8
 GA2356;SPC KY S     -   520,890.791   675,447.446   MT  1.00004923   +1 11 15.9
 GA2356;SPC KY S     - 1,708,955.87  2,216,030.50   sFT  1.00004923   +1 11 15.9
 GA2356;UTM  17      - 4,043,608.974   249,992.948   MT  1.00037014   -1 39 41.5
 GA2356
 GA2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2356!SPC TN       -   0.99994417  x   1.00001690  =   0.99996107
 GA2356!SPC KY1Z     -   0.99994417  x   1.00018840  =   1.00013256
 GA2356!SPC KY S     -   0.99994417  x   1.00004923  =   0.99999340
 GA2356!UTM  17      -   0.99994417  x   1.00037014  =   1.00031429
 GA2356
 GA2356|---------------------------------------------------------------------|
 GA2356| PID    Reference Object                     Distance      Geod. Az  |
 GA2356|                                                           dddmmss.s |
 GA2356| GA2355 POVA RM 1                            18.404 METERS 00923     |
 GA2356| GA3614 270                                 APPROX. 1.9 KM 0890448.7 |
 GA2356| DC3036 POVA AZ MK                                         1632829.1 |
 GA2356| GA2357 POVA RM 2                            24.074 METERS 21659     |
 GA2356|---------------------------------------------------------------------|
 GA2356
 GA2356                          SUPERSEDED SURVEY CONTROL
 GA2356
 GA2356  NAD 83(1995)-  36 30 18.69952(N)    083 47 29.44420(W) AD(       ) 2
 GA2356  NAD 83(1995)-  36 30 18.70297(N)    083 47 29.44039(W) AD(       ) 2
 GA2356  NAD 83(1995)-  36 30 18.70688(N)    083 47 29.44469(W) AD(       ) 2
 GA2356  NAD 83(1986)-  36 30 18.70901(N)    083 47 29.44333(W) AD(       ) 2
 GA2356  NAD 27      -  36 30 18.42596(N)    083 47 29.74065(W) AD(       ) 2
 GA2356  NGVD 29 (??/??/??)  386.31   (m)         1267.4    (f) RESET       3  
 GA2356
 GA2356.Superseded values are not recommended for survey control.
 GA2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2356.See file dsdata.txt to determine how the superseded data were derived.
 GA2356
 GA2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4999343609(NAD 83)
 GA2356_MARKER: DD = SURVEY DISK
 GA2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2356_STAMPING: POVA 1964
 GA2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2356+STABILITY: SURFACE MOTION
 GA2356
 GA2356  HISTORY     - Date     Condition        Report By
 GA2356  HISTORY     - 1964     MONUMENTED       TNHD
 GA2356  HISTORY     - 1965     GOOD             TNHD
 GA2356  HISTORY     - 1976     GOOD             NGS
 GA2356  HISTORY     - 1976     GOOD             USGS
 GA2356
 GA2356                          STATION DESCRIPTION
 GA2356
 GA2356'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2356'THE STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF LAFOLLETTE.
 GA2356'
 GA2356'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 6.4 MILES
 GA2356'EAST ON STATE ROUTE 63 TO
 GA2356'A PAVED ROAD ON THE RIGHT AT THE SITE OF HAYS FLAT
 GA2356'BAPTIST CHURCH AND THE POWELL VALLEY
 GA2356'GRAMMAR SCHOOL, TURN RIGHT,
 GA2356'SOUTH, AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 GA2356'
 GA2356'THE STATION IS 80 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2356'PAVED ROAD, 53 FEET
 GA2356'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 34 FEET
 GA2356'SOUTHWEST OF A FENCE AND
 GA2356'3.6 FEET NORTHWEST OF A WITNESS POST.  THE
 GA2356'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2356'TENNESSEE HIGHWAY
 GA2356'DEPARTMENT DISKS AND THE DISKS ARE STAMPED POVA 1964.  THE
 GA2356'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2356'DISK IS SET IN A
 GA2356'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2356'
 GA2356'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GA2356'CHURCH AND 1 FOOT SOUTHWEST
 GA2356'OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2356'DEPARTMENT DISK SET IN A 10-INCH
 GA2356'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2356'THE DISK IS STAMPED POVA RM-1 1964.
 GA2356'
 GA2356'REFERENCE MARK NO. 2 IS 47 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA2356'A CEMENT BLOCK PUMP HOUSE
 GA2356'AND 21 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GA2356'PAVED ROAD.  IT IS A STANDARD
 GA2356'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2356'CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2356'BEDROCK AND THE DISK IS
 GA2356'STAMPED POVA RM-2 1964.
 GA2356'
 GA2356'THE AZIMUTH MARK IS CEMENTED FLUSH IN A DRILL HOLE IN THE WEST SIDE
 GA2356'OF THE FIRST STEP TO
 GA2356'THE MAIN ENTRANCE TO THE POWELL VALLEY HIGH SCHOOL.  IT
 GA2356'IS A STANDARD TENNESSEE HIGHWAY
 GA2356'DEPARTMENT DISK AND THE DISK IS
 GA2356'STAMPED POVA AZI 1964.
 GA2356'
 GA2356'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 GA2356'PAVED ROAD FOR 0.2 MILE
 GA2356'TO THE HIGH SCHOOL AND THE MARK.
 GA2356'
 GA2356'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2356'
 GA2356'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2356
 GA2356                          STATION RECOVERY (1965)
 GA2356
 GA2356'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2356'6.4 MI E FROM SPEEDWELL.
 GA2356'FROM THE POST OFFICE IN SPEEDWELL, GO 6.4 MILES EAST ON STATE
 GA2356'ROUTE 63 TO A PAVED ROAD ON THE RIGHT AT THE SITE OF HAYS FLAT
 GA2356'BAPTIST CHURCH AND THE POWELL VALLEY GRAMMAR SCHOOL, TURN RIGHT,
 GA2356'SOUTH, AND GO 0.05 MILE TO THE MARK ON THE LEFT, 80 FEET NORTHEAST
 GA2356'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 53 FEET SOUTHEAST
 GA2356'OF THE SOUTHEAST CORNER OF THE CHURCH, 34 FEET SOUTHWEST OF A
 GA2356'FENCE AND 3.6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 GA2356'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2356'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED POVA 1964.
 GA2356
 GA2356                          STATION RECOVERY (1976)
 GA2356
 GA2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GA2356'THE STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 GA2356'REFERENCE MARK 2 WAS FOUND DESTROYED BY GRADING.  REFERENCE MARK 3
 GA2356'WAS SET.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 GA2356'DESTROYED BY CONSTRUCTION OF A NEW HIGH SCHOOL.  THE DISTANCE TO
 GA2356'REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GA2356'
 GA2356'THE STATION IS LOCATED ABOUT 0.2 MILE NORTH OF THE POWELL VALLEY HIGH
 GA2356'SCHOOL, 80 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 34 FEET
 GA2356'SOUTHWEST OF A FENCE, 60 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GA2356'HAYS FLAT BAPTIST CHURCH, 24 FEET SOUTHWEST OF THE SOUTHWEST
 GA2356'CORNER OF A CONCRETE BLOCK OUTSIDE TOILET (WOMENS) AND 25 FEET
 GA2356'NORTHWEST OF THE NORTHWEST CORNER OF MENS TOILET.  THE MONUMENT IS
 GA2356'FLUSH AND THE DISK IS A STANDARD TNHD DISK STAMPED POVA 1964 SET IN
 GA2356'THE TOP OF A SQUARE CONCRETE POST.
 GA2356'
 GA2356'REFERENCE MARK 1 IS A STANDARD TNHD DISK STAMPED POVA RM-1 1964, SET
 GA2356'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES, 1 FOOT
 GA2356'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 1 FOOT
 GA2356'SOUTHWEST OF THE FENCE.
 GA2356'
 GA2356'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA2356'MAGNETS, STAMPED POVA THD 1964 NO 3 1976, PROJECTING 1 INCH., 104
 GA2356'FEET NORTHEAST OF THE CENTERLINE OF PAVED ROAD TO THE HIGH SCHOOL, 1
 GA2356'FOOT NORTH OF THE NORTHWEST CORNER OF THE MENS TOILET AND 6 FEET
 GA2356'WEST OF THE FENCE.
 GA2356'
 GA2356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MILES EAST OF
 GA2356'SPEEDWELL.
 GA2356'
 GA2356'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GA2356
 GA2356                          STATION RECOVERY (1976)
 GA2356
 GA2356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GA2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2355 ***********************************************************************
 GA2355  DESIGNATION -  POVA RM 1
 GA2355  PID         -  GA2355
 GA2355  STATE/COUNTY-  TN/CLAIBORNE
 GA2355  USGS QUAD   -  FORK RIDGE (1959)
 GA2355
 GA2355                         *CURRENT SURVEY CONTROL
 GA2355  ___________________________________________________________________
 GA2355* NAD 83(1986)-  36 30 19.     (N)    083 47 30.     (W)     SCALED    
 GA2355* NAVD 88     -       385.916  (meters)    1266.13   (feet)  ADJUSTED  
 GA2355  ___________________________________________________________________
 GA2355  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2355  DYNAMIC HT  -         385.576 (meters)    1265.01  (feet)  COMP
 GA2355  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 GA2355
 GA2355  VERT ORDER  -  SECOND    CLASS 0
 GA2355
 GA2355.The horizontal coordinates were scaled from a topographic map and have
 GA2355.an estimated accuracy of +/- 6 seconds.
 GA2355
 GA2355.The orthometric height was determined by differential leveling
 GA2355.and adjusted by the National Geodetic Survey in June 1991..
 GA2355
 GA2355.The geoid height was determined by GEOID03.
 GA2355
 GA2355.The dynamic height is computed by dividing the NAVD 88
 GA2355.geopotential number by the normal gravity value computed on the
 GA2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2355.degrees latitude (g = 980.6199 gals.).
 GA2355
 GA2355.The modeled gravity was interpolated from observed gravity values.
 GA2355
 GA2355;                    North         East    Units  Estimated Accuracy
 GA2355;SPC TN       -   243,210.      797,820.      MT  (+/- 180 meters Scaled)
 GA2355
 GA2355                          SUPERSEDED SURVEY CONTROL
 GA2355
 GA2355  NGVD 29 (??/??/92)  386.067  (m)         1266.62   (f) ADJ UNCH    2 0
 GA2355
 GA2355.Superseded values are not recommended for survey control.
 GA2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2355.See file dsdata.txt to determine how the superseded data were derived.
 GA2355
 GA2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA499436(NAD 83)
 GA2355_MARKER: DD = SURVEY DISK
 GA2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2355_STAMPING: POVA RM-1 1964
 GA2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2355+STABILITY: SURFACE MOTION
 GA2355
 GA2355  HISTORY     - Date     Condition        Report By
 GA2355  HISTORY     - 1964     MONUMENTED       TNHD
 GA2355  HISTORY     - 1965     GOOD             TNHD
 GA2355  HISTORY     - 1976     GOOD             USGS
 GA2355
 GA2355                          STATION DESCRIPTION
 GA2355
 GA2355'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2355'6.4 MI E FROM SPEEDWELL.
 GA2355'THIS MARK IS LOCATED AT THE POVA 1964 STATION SITE, 24 FEET
 GA2355'EAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 1 FOOT SOUTHWEST
 GA2355'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2355'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2355'POVA RM-1 1964.
 GA2355
 GA2355                          STATION RECOVERY (1976)
 GA2355
 GA2355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GA2355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3256 ***********************************************************************
 GA3256  DESIGNATION -  POVA RM 3
 GA3256  PID         -  GA3256
 GA3256  STATE/COUNTY-  TN/CLAIBORNE
 GA3256  USGS QUAD   -  FORK RIDGE (1959)
 GA3256
 GA3256                         *CURRENT SURVEY CONTROL
 GA3256  ___________________________________________________________________
 GA3256* NAD 83(1986)-  36 30 19.     (N)    083 47 30.     (W)     SCALED    
 GA3256* NAVD 88     -       386.02   (meters)    1266.5    (feet)  RESET     
 GA3256  ___________________________________________________________________
 GA3256  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA3256
 GA3256  VERT ORDER  -  THIRD
 GA3256
 GA3256.The horizontal coordinates were scaled from a topographic map and have
 GA3256.an estimated accuracy of +/- 6 seconds.
 GA3256
 GA3256.The orthometric height was computed from unverified reset data.
 GA3256.No vertical observational check was made to the station.
 GA3256
 GA3256.The geoid height was determined by GEOID03.
 GA3256
 GA3256;                    North         East    Units  Estimated Accuracy
 GA3256;SPC TN       -   243,210.      797,820.      MT  (+/- 180 meters Scaled)
 GA3256
 GA3256                          SUPERSEDED SURVEY CONTROL
 GA3256
 GA3256  NGVD 29 (10/12/01)  386.23   (m)         1267.2    (f) RESET       3  
 GA3256
 GA3256.Superseded values are not recommended for survey control.
 GA3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3256.See file dsdata.txt to determine how the superseded data were derived.
 GA3256
 GA3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA499436(NAD 83)
 GA3256_MARKER: DB = BENCH MARK DISK
 GA3256_SETTING: 0 = UNSPECIFIED SETTING
 GA3256_STAMPING: POVA THD 1964 NO 3 1976
 GA3256_MARK LOGO: NGS   
 GA3256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3256
 GA3256  HISTORY     - Date     Condition        Report By
 GA3256  HISTORY     - 1976     MONUMENTED       NGS
 GA3256
 GA3256                          STATION DESCRIPTION
 GA3256
 GA3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3256'6.4 MI EAST FROM SPEEDWELL.
 GA3256'6.4 MILES EAST ALONG OLD HIGHWAY 63 FROM THE POST OFFICE IN SPEEDWELL,
 GA3256'ABOUT 200 FEET SOUTH OF THE HIGHWAY, 104 FEET EAST OF THE CENTERLINE
 GA3256'OF PAVED ROAD TO THE POWELL VALLEY HIGH SCHOOL, 1 FOOT NORTH OF THE
 GA3256'NORTHWEST CORNER OF A CONCRETE BLOCK OUTSIDE MENS TOILET, AND 6 FEET
 GA3256'WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1590 ***********************************************************************
 FD1590  DESIGNATION -  POWELL
 FD1590  PID         -  FD1590
 FD1590  STATE/COUNTY-  TN/WAYNE
 FD1590  USGS QUAD   -  CYPRESS INN (1988)
 FD1590
 FD1590                         *CURRENT SURVEY CONTROL
 FD1590  ___________________________________________________________________
 FD1590* NAD 83(1995)-  35 03 44.94847(N)    087 51 27.13131(W)     ADJUSTED  
 FD1590* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 FD1590  ___________________________________________________________________
 FD1590  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FD1590  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD1590
 FD1590  HORZ ORDER  -  FIRST
 FD1590
 FD1590.The horizontal coordinates were established by classical geodetic methods
 FD1590.and adjusted by the National Geodetic Survey in April 1999..
 FD1590
 FD1590.The orthometric height was scaled from a topographic map.
 FD1590
 FD1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1590
 FD1590.The geoid height was determined by GEOID03.
 FD1590
 FD1590;                    North         East     Units Scale Factor Converg.
 FD1590;SPC TN       -    82,508.702   430,561.573   MT  1.00003838   -1 05 14.9
 FD1590;SPC TN       -   270,697.30  1,412,600.76   sFT  1.00003838   -1 05 14.9
 FD1590;UTM  16      - 3,880,308.692   421,806.910   MT  0.99967535   -0 29 33.6
 FD1590
 FD1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1590!SPC TN       -   0.99995739  x   1.00003838  =   0.99999577
 FD1590!UTM  16      -   0.99995739  x   0.99967535  =   0.99963275
 FD1590
 FD1590:                Primary Azimuth Mark                     Grid Az
 FD1590:SPC TN       -  COLLINGWOOD CONCRETE STACK               044 02 24.2
 FD1590:UTM  16      -  COLLINGWOOD CONCRETE STACK               043 26 42.9
 FD1590
 FD1590|---------------------------------------------------------------------|
 FD1590| PID    Reference Object                     Distance      Geod. Az  |
 FD1590|                                                           dddmmss.s |
 FD1590| FD1587 COLLINGWOOD CONCRETE STACK          APPROX.16.7 KM 0425709.3 |
 FD1590| CG6397 POWELL RM 2                          36.006 METERS 08456     |
 FD1590| FD1064 DOWDY                               APPROX. 8.9 KM 2252212.0 |
 FD1590| CG6395 POWELL AZ MK                                       3435626.0 |
 FD1590| CG6396 POWELL RM 1                          25.420 METERS 35352     |
 FD1590|---------------------------------------------------------------------|
 FD1590
 FD1590                          SUPERSEDED SURVEY CONTROL
 FD1590
 FD1590  NAD 83(1995)-  35 03 44.95164(N)    087 51 27.13083(W) AD(       ) 1
 FD1590  NAD 83(1995)-  35 03 44.95172(N)    087 51 27.13098(W) AD(       ) 1
 FD1590  NAD 83(1995)-  35 03 44.95591(N)    087 51 27.13160(W) AD(       ) 1
 FD1590  NAD 83(1986)-  35 03 44.95770(N)    087 51 27.12917(W) AD(       ) 1
 FD1590  NAD 27      -  35 03 44.65800(N)    087 51 27.02700(W) AD(       ) 1
 FD1590
 FD1590.Superseded values are not recommended for survey control.
 FD1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1590.See file dsdata.txt to determine how the superseded data were derived.
 FD1590
 FD1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2180780309(NAD 83)
 FD1590_MARKER: DS = TRIANGULATION STATION DISK
 FD1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1590
 FD1590  HISTORY     - Date     Condition        Report By
 FD1590  HISTORY     - 1933     MONUMENTED       CGS
 FD1590  HISTORY     - 1950     GOOD             TVA
 FD1590  HISTORY     - 1962     GOOD             CGS
 FD1590
 FD1590                          STATION DESCRIPTION
 FD1590
 FD1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1590'ABOUT 8.5 MILES AIRLINE SOUTHWEST OF MCGLAMERYS STAND, 4 MILES
 FD1590'AIRLINE NORTHWEST
 FD1590'BY NORTH OF CYPRESS INN, 2 MILES SOUTH OF POWELLS
 FD1590'MILL ON WEATHERFORD CREEK, AND ON
 FD1590'FLAT-TOPPED RIDGE OWNED BY BON AIR
 FD1590'CO.  TO REACH FROM RAILROAD CROSSING AT COLLINWOOD,
 FD1590'GO SOUTH 4.1
 FD1590'MILES ON STATE ROUTE 13 TO GRAVEL ROAD LEADING RIGHT, TURN RIGHT ONTO
 FD1590'GRAVEL ROAD, GO
 FD1590'0.8 MILE TO FORK, TURN RIGHT, GO 0.7 MILE TO ANOTHER
 FD1590'FORK, TURN LEFT, FOLLOW MAIN ROAD
 FD1590'DOWN CYPRESS CREEK 5.0 MILES TO
 FD1590'SCHOOL ON HILL AND GRADED ROAD LEADING RIGHT, TURN
 FD1590'RIGHT ONTO THIS
 FD1590'ROAD, GO 4.0 MILES UP ONTO RIDGE AND DOWN WEATHERFORD CREEK TO ROAD
 FD1590'LEADING LEFT AT
 FD1590'STORE ON LEFT AND POWELLS GRIST MILL ON RIGHT, TURN
 FD1590'LEFT ONTO WOODS ROAD, GO 0.85 MILE
 FD1590'TO TRIPLE-NOTCH BLAZE, BEAR LEFT
 FD1590'HERE AND FOLLOW TRIPLE-NOTCH-BLAZED TRAIL 1.25 MILES
 FD1590'TO STATION AT
 FD1590'TRIANGULAR BLAZE.  STATION IS IN ARC MADE BY THREE SMALL BLAZED OAK
 FD1590'TREES, 60 FEET
 FD1590'SOUTH-SOUTHWEST OF ROAD AT T-INTERSECTION, AND 23 FEET
 FD1590'SOUTH-SOUTHWEST OF PINE TREE WITH
 FD1590'LARGE TRIANGULAR BLAZE.  SURFACE
 FD1590'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1590'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE
 FD1590'AND AZIMUTH MARKS
 FD1590'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1590'REFERENCE MARK NO 1, PROJECTING 7
 FD1590'INCHES ABOVE GROUND, IS IN
 FD1590'NORTHWEST CORNER OF T-INTERSECTION, 12 FEET
 FD1590'SOUTHWEST OF WOODS ROAD,
 FD1590'12 FEET NORTH OF WOODS ROAD, AND 83.40 FEET FROM STATION
 FD1590'N 06 DEG 08 MIN W.
 FD1590'52 MIN.  REFERENCE MARK NO 2, PROJECTING 10 INCHES ABOVE
 FD1590'GROUND, IS 10 FEET
 FD1590'NORTHEAST OF WOODS ROAD AND 118.13 FEET FROM
 FD1590'STATION N 84 DEG 56 MIN E.
 FD1590'REFERENCE MARK NO 1 IS 145.86
 FD1590'FEET NORTHWEST OF REFERENCE MARK NO 2.  AZIMUTH MARK,
 FD1590'PROJECTING 10
 FD1590'INCHES ABOVE GROUND, IS ABOUT 12 FEET WEST OF WOODS ROAD AND ABOUT
 FD1590'0.15 MILE FROM
 FD1590'STATION N 16 DEG 04 MIN W.
 FD1590
 FD1590                          STATION RECOVERY (1950)
 FD1590
 FD1590'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (PHE)
 FD1590'STATION WAS RECOVERED IN GOOD CONDITION.
 FD1590'
 FD1590'STATION IS LOCATED 2 MILES S OF POWELLS MILL.  THE DISK IS STAMPED
 FD1590'POWELL 1934.
 FD1590'
 FD1590'A STEEL POST IS SET 2 FEET NE OF THE MARK.
 FD1590'
 FD1590'REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FD1590
 FD1590                          STATION RECOVERY (1962)
 FD1590
 FD1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1590'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1590'THE ORIGINAL TO REACH
 FD1590'IS COMPLETELY INADEQUATE.  FOLLOWING IS A NEW AND
 FD1590'COMPLETE DESCRIPTION.
 FD1590'
 FD1590'THE STATION IS ON A LARGE, FLAT-TOPPED, HEAVILY WOODED RIDGE ON THE
 FD1590'PROPERTY OF THE
 FD1590'HASSELL-HUGHES LUMBER COMPANY, ABOUT 10.5 MILES SOUTHWEST OF
 FD1590'COLLINWOOD, 4 MILES
 FD1590'NORTHWEST OF CYPRESS INN, AND 2 MILES SOUTH OF
 FD1590'THE SITE OF THE OLD POWELLS MILL ON
 FD1590'WEATHERFORD CREEK.
 FD1590'
 FD1590'TO REACH FROM THE TRAFFIC LIGHT JUST NORTH OF THE POST OFFICE IN
 FD1590'COLLINWOOD, GO EAST ON STATE
 FD1590'ROUTE 13 FOR 0.15 MILE OT THE TRAFFIC LIGHT WHERE STATE
 FD1590'ROUTE 13 TURNS LEFT AND THE
 FD1590'NATCHEZ TRACE PARKWAY ACCESS ROAD
 FD1590'CONTINUES STRAIGHT AHEAD.  HERE CONTINUE
 FD1590'STRAIGHT AHEAD, EAST, FOR
 FD1590'0.1 MILE TO THE NATCHEZ TRACE PARKWAY, TURN RIGHT AND GO
 FD1590'SOUTHWESTERLY ON THE NATCHEZ TRACE PARKWAY FOR 10.3 MILES TO A
 FD1590'GRAVELED ROAD
 FD1590'RIGHT, TURN SHARP RIGHT AND GO WEST FOR 0.2 MILE TO A
 FD1590'CROSSROAD, CONTINUE STRAIGHT
 FD1590'AHEAD ON PINHOOK ROAD AND GO NORTHWEST
 FD1590'FOR 1.0 MILE TO THE POINT HOPE CHURCH AND
 FD1590'CEMETERY ON THE RIGHT,
 FD1590'CONTINUE NORTHWEST FOR 2.6 MILES TO A T ROAD RIGHT AND
 FD1590'BERRYS GROCERY IN
 FD1590'THE SOUTHEAST ANGLE, CONTINUE WESTERLY FOR 0.3 MILE TO A T ROAD
 FD1590'LEFT, OLD HOUSE IN
 FD1590'THE SOUTHWEST ANGLE AND THE HOME OF VERNICE
 FD1590'BALLENTINE IN THE NORTHWEST ANGLE.
 FD1590'HERE TURN LEFT, SOUTHWEST, AND GO
 FD1590'1.0 MILE TO A T ROAD ON THE LEFT ABOUT 30 FEET EAST OF
 FD1590'A SMALL HOUSE IN
 FD1590'THE SOUTHWEST ANGLE, TURN LEFT AND GO SOUTHEASTERLY ON A TRACK
 FD1590'ROAD FOR 0.5 MILE TO
 FD1590'THE NORTH EDGE OF A NEWLY CLEARED FIELD AND AN
 FD1590'OLD HOUSE ON THE RIGHT, BEAR RIGHT,
 FD1590'FOLLOWING FIELD ROAD ACROSS RIDGE
 FD1590'IN CLEARING TO THE SOUTH AND SOUTHEAST FOR 0.25 MILE
 FD1590'TO THE SOUTH
 FD1590'EDGE OF THE CLEARING.  HERE PICK UP THE WOODS ROAD AND CONTINUE
 FD1590'SOUTHERLY 0.4 MILE
 FD1590'TO THE AZIMUTH ON THE RIGHT, CONTINUE SOUTHERLY
 FD1590'0.1 MILE TO A REVERSE Y, A LARGE
 FD1590'BLAZED OAK TREE ON THE LEFT, AND THE
 FD1590'STATION ON THE RIGHT.
 FD1590'
 FD1590'THE STATION IS SOUTH OF THE REVERSE Y, 60 FEET SOUTHWEST OF A LARGE
 FD1590'OAK TREE WITH BLAZE AND
 FD1590'TWO PAINTED CROSSES ON IT, 45 FEET SOUTH OF AN
 FD1590'18-INCH, BLAZED PINE TREE, 45
 FD1590'FEET SOUTHWEST OF THE APPROXIMATE
 FD1590'CENTER OF THE TRACK ROAD, 6 FEET EAST OF AN 8
 FD1590'INCH PINE TREE, AND 1.9
 FD1590'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1590'STANDARD DISK
 FD1590'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1590'PROJECTS 7 INCHES AND
 FD1590'THE DISK IS STAMPED POWELL 1934.
 FD1590'
 FD1590'REFERENCE MARK NO 1 IS 41 FEET NORHT OF AN 18-INCH, BLAZED, PINE
 FD1590'TREE, 32 FEET NORTH OF THE
 FD1590'APPROXIMATE CENTER OF ROADS AT REVERSE Y, 17 FEET
 FD1590'NORTHEAST OF THE APPROXIMATE
 FD1590'CENTER OF THE MOST WESTERLY ROAD, AND 16
 FD1590'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FD1590'MOST EASTERLY ROAD.
 FD1590'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1590'MONUMENT THAT
 FD1590'PROJECTS 8 INCHES AND THE DISK IS STAMPED POWELL NO 1 1934.
 FD1590'
 FD1590'REFERENCE MARK NO 2 IS 33 FEET SOUTHWEST OF A 20-INCH OAK TREE, 32
 FD1590'FEET EAST OF THE APPROXIMATE
 FD1590'CENTER OF ROADS AT REVERSE Y, 29 FEET NORTHEAST OF AN
 FD1590'18-INCH OAK TREE, AND 9 FEET
 FD1590'NORTHEAST OF THE APPROXIMATE CENTER OF
 FD1590'THE WOODS ROAD.  IT IS A STANDARD DISK SET IN
 FD1590'THE TOP OF A 12-INCH,
 FD1590'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 FD1590'STAMPED POWELL NO 2 1934.
 FD1590'
 FD1590'THE AZIMUTH MARK IS ON THE WEST BANK OF THE EAST WOODS ROAD, 9 FEET
 FD1590'WEST OF THE APPROXIMATE
 FD1590'CENTER OF THE WOODS ROAD AND 0.8 FOOT EAST OF A METAL
 FD1590'WITNESS POST AND SIGN.  IT IS
 FD1590'A STANDARD REFERENCE MARK DISK SET IN
 FD1590'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1590'THAT PROJECTS 8 INCHES
 FD1590'AND THE DISK IS STAMPED POWELL AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2443 ***********************************************************************
 GC2443  DESIGNATION -  POWERS
 GC2443  PID         -  GC2443
 GC2443  STATE/COUNTY-  TN/MONTGOMERY
 GC2443  USGS QUAD   -  SANGO (1984)
 GC2443
 GC2443                         *CURRENT SURVEY CONTROL
 GC2443  ___________________________________________________________________
 GC2443* NAD 83(1995)-  36 31 21.99413(N)    087 12 46.33653(W)     ADJUSTED  
 GC2443* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 GC2443  ___________________________________________________________________
 GC2443  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GC2443  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2443
 GC2443  HORZ ORDER  -  SECOND
 GC2443
 GC2443.The horizontal coordinates were established by classical geodetic methods
 GC2443.and adjusted by the National Geodetic Survey in April 1999..
 GC2443
 GC2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2443
 GC2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2443
 GC2443.The geoid height was determined by GEOID03.
 GC2443
 GC2443;                    North         East     Units Scale Factor Converg.
 GC2443;SPC TN       -   243,596.650   491,369.911   MT  1.00002054   -0 42 36.2
 GC2443;SPC TN       -   799,200.01  1,612,102.78   sFT  1.00002054   -0 42 36.2
 GC2443;UTM  16      - 4,041,955.577   480,941.830   MT  0.99960447   -0 07 36.1
 GC2443
 GC2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2443!SPC TN       -   0.99997501  x   1.00002054  =   0.99999555
 GC2443!UTM  16      -   0.99997501  x   0.99960447  =   0.99957949
 GC2443
 GC2443|---------------------------------------------------------------------|
 GC2443| PID    Reference Object                     Distance      Geod. Az  |
 GC2443|                                                           dddmmss.s |
 GC2443| CG6400 POWERS RM 2                          25.049 METERS 00844     |
 GC2443| CG6399 POWERS RM 1                          25.308 METERS 09442     |
 GC2443| GC1289 POWERS AZ MK                                       3200654.8 |
 GC2443|---------------------------------------------------------------------|
 GC2443
 GC2443                          SUPERSEDED SURVEY CONTROL
 GC2443
 GC2443  NAD 83(1995)-  36 31 21.99491(N)    087 12 46.33784(W) AD(       ) 2
 GC2443  NAD 83(1995)-  36 31 21.99944(N)    087 12 46.34007(W) AD(       ) 2
 GC2443  NAD 83(1986)-  36 31 22.00367(N)    087 12 46.33990(W) AD(       ) 2
 GC2443  NAD 27      -  36 31 21.83299(N)    087 12 46.32107(W) AD(       ) 2
 GC2443  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 GC2443
 GC2443.Superseded values are not recommended for survey control.
 GC2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2443.See file dsdata.txt to determine how the superseded data were derived.
 GC2443
 GC2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8094241956(NAD 83)
 GC2443_MARKER: DD = SURVEY DISK
 GC2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2443
 GC2443  HISTORY     - Date     Condition        Report By
 GC2443  HISTORY     - 1965     MONUMENTED       TNHD
 GC2443
 GC2443                          STATION DESCRIPTION
 GC2443
 GC2443'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2443'THE STATION IS LOCATED ABOUT 7 MILES EAST OF DOWNTOWN CLARKSVILLE.
 GC2443'
 GC2443'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2443'ROUTE 76 AT THE EAST EDGE OF CLARKSVILLE, GO 6.0 MILES NORTH AND
 GC2443'EAST ON STATE ROUTE 76 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GC2443'STRAIGHT AHEAD ON STATE ROUTE 76 FOR 0.1 MILE EAST TO THE GRAVELED
 GC2443'DRIVE OF TAYLOR SETTEL ON THE RIGHT, TURN RIGHT, SOUTH, AND GO 0.25
 GC2443'MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT, SOUTH AND GO 0.1
 GC2443'MILE TO THE STATION ON THE RIGHT AT THE SOUTH EDGE OF A FIELD.
 GC2443'
 GC2443'THE STATION MARK IS 14 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD AND
 GC2443'13 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD. THE
 GC2443'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2443'DEPARTMENT DISKS AND THE DISKS ARE STAMPED POWERS 1965. THE
 GC2443'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GC2443'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2443'
 GC2443'REFERENCE MARK NO. 1 IS 56 FEET EAST OF A 12-INCH HICKORY TREE, 6
 GC2443'FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 1 FOOT
 GC2443'SOUTH OF THE EDGE OF THE WOODS. IT IS A STANDARD TENNESSEE HIGHWAY
 GC2443'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC2443'AND THE DISK IS STAMPED POWERS RM-1 1965.
 GC2443'
 GC2443'REFERENCE MARK NO. 2 IS 11 FEET SOUTHWEST OF A 20-INCH OAK TREE, 10
 GC2443'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 9 FEET
 GC2443'WEST OF A FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2443'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2443'IS STAMPED POWERS RM-2 1965.
 GC2443'
 GC2443'THE AZIMUTH MARK IS 19 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC2443'STATE ROUTE 76, 4 FEET EAST OF A TRIPLE-TRUNKED 10-INCH TREE
 GC2443'AND 3 FEET SOUTHEAST OF A FENCE. IT IS A STANDARD TENNESSEE HIGHWAY
 GC2443'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2443'MONUMENT AND THE DISK IS STAMPED POWERS AZI 1965.
 GC2443'
 GC2443'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2443'
 GC2443'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1289 ***********************************************************************
 GC1289  DESIGNATION -  POWERS AZ MK
 GC1289  PID         -  GC1289
 GC1289  STATE/COUNTY-  TN/MONTGOMERY
 GC1289  USGS QUAD   -  SANGO (1984)
 GC1289
 GC1289                         *CURRENT SURVEY CONTROL
 GC1289  ___________________________________________________________________
 GC1289* NAD 83(1986)-  36 31 35.     (N)    087 13 01.     (W)     SCALED    
 GC1289* NAVD 88     -       165.012  (meters)     541.38   (feet)  ADJUSTED  
 GC1289  ___________________________________________________________________
 GC1289  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1289  DYNAMIC HT  -         164.876 (meters)     540.93  (feet)  COMP
 GC1289  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GC1289
 GC1289  VERT ORDER  -  SECOND    CLASS 0
 GC1289
 GC1289.The horizontal coordinates were scaled from a topographic map and have
 GC1289.an estimated accuracy of +/- 6 seconds.
 GC1289
 GC1289.The orthometric height was determined by differential leveling
 GC1289.and adjusted by the National Geodetic Survey in June 1991..
 GC1289
 GC1289.The geoid height was determined by GEOID03.
 GC1289
 GC1289.The dynamic height is computed by dividing the NAVD 88
 GC1289.geopotential number by the normal gravity value computed on the
 GC1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1289.degrees latitude (g = 980.6199 gals.).
 GC1289
 GC1289.The modeled gravity was interpolated from observed gravity values.
 GC1289
 GC1289;                    North         East    Units  Estimated Accuracy
 GC1289;SPC TN       -   244,000.      491,010.      MT  (+/- 180 meters Scaled)
 GC1289
 GC1289                          SUPERSEDED SURVEY CONTROL
 GC1289
 GC1289  NGVD 29 (??/??/92)  165.080  (m)          541.60   (f) ADJ UNCH    2 0
 GC1289
 GC1289.Superseded values are not recommended for survey control.
 GC1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1289.See file dsdata.txt to determine how the superseded data were derived.
 GC1289
 GC1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF805423(NAD 83)
 GC1289_MARKER: DD = SURVEY DISK
 GC1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1289_STAMPING: POWERS AZI 1965
 GC1289_MARK LOGO: TNHD  
 GC1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1289+STABILITY: SURFACE MOTION
 GC1289
 GC1289  HISTORY     - Date     Condition        Report By
 GC1289  HISTORY     - 1965     MONUMENTED       TNHD
 GC1289
 GC1289                          STATION DESCRIPTION
 GC1289
 GC1289'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1289'7 MI E FROM CLARKSVILLE.
 GC1289'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 76, ABOUT
 GC1289'7 MILES EAST OF DOWNTOWN CLARKSVILLE, GO 6.0 MILES NORTH AND EAST
 GC1289'ON STATE ROUTE 76 TO THE MARK ON THE LEFT, 19 FEET NORTHEAST OF
 GC1289'THE APPROXIMATE CENTER OF STATE ROUTE 76, 4 FEET EAST OF A
 GC1289'TRIPLE-TRUNKED 10-INCH TREE AND 3 FEET SOUTHEAST OF A FENCE.  IT
 GC1289'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1289'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1497 ***********************************************************************
 GD1497  DESIGNATION -  PRATT
 GD1497  PID         -  GD1497
 GD1497  STATE/COUNTY-  TN/GIBSON
 GD1497  USGS QUAD   -  TREZEVANT WEST (1985)
 GD1497
 GD1497                         *CURRENT SURVEY CONTROL
 GD1497  ___________________________________________________________________
 GD1497* NAD 83(1995)-  36 00 59.41775(N)    088 44 58.54497(W)     ADJUSTED  
 GD1497* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 GD1497  ___________________________________________________________________
 GD1497  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GD1497  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1497
 GD1497  HORZ ORDER  -  SECOND
 GD1497
 GD1497.The horizontal coordinates were established by classical geodetic methods
 GD1497.and adjusted by the National Geodetic Survey in April 1999..
 GD1497
 GD1497.The orthometric height was scaled from a topographic map.
 GD1497
 GD1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1497
 GD1497.The geoid height was determined by GEOID03.
 GD1497
 GD1497;                    North         East     Units Scale Factor Converg.
 GD1497;SPC TN       -   190,228.176   352,182.111   MT  0.99995345   -1 36 35.0
 GD1497;SPC TN       -   624,106.94  1,155,450.81   sFT  0.99995345   -1 36 35.0
 GD1497;UTM  16      - 3,987,194.825   342,338.326   MT  0.99990629   -1 01 44.4
 GD1497
 GD1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1497!SPC TN       -   0.99997980  x   0.99995345  =   0.99993325
 GD1497!UTM  16      -   0.99997980  x   0.99990629  =   0.99988609
 GD1497
 GD1497:                Primary Azimuth Mark                     Grid Az
 GD1497:SPC TN       -  TREZEVANT SIEGEL CO WATER TANK           093 30 19.4
 GD1497:UTM  16      -  TREZEVANT SIEGEL CO WATER TANK           092 55 28.8
 GD1497
 GD1497|---------------------------------------------------------------------|
 GD1497| PID    Reference Object                     Distance      Geod. Az  |
 GD1497|                                                           dddmmss.s |
 GD1497| GD1496 TREZEVANT SIEGEL CO WATER TANK      APPROX.11.4 KM 0915344.4 |
 GD1497| CG4097 PRATT AZ MK                                        1531300.9 |
 GD1497| FE2383 MILAN COMPRESS TANK                 APPROX.10.4 KM 1824301.8 |
 GD1497| CG4100 PRATT RM 3                           64.115 METERS 19119     |
 GD1497| CG4099 PRATT RM 2                           32.717 METERS 20758     |
 GD1497| CG4098 PRATT RM 1                           29.496 METERS 34626     |
 GD1497|---------------------------------------------------------------------|
 GD1497
 GD1497                          SUPERSEDED SURVEY CONTROL
 GD1497
 GD1497  NAD 83(1995)-  36 00 59.42043(N)    088 44 58.54928(W) AD(       ) 2
 GD1497  NAD 83(1995)-  36 00 59.42049(N)    088 44 58.54914(W) AD(       ) 2
 GD1497  NAD 83(1986)-  36 00 59.42913(N)    088 44 58.54439(W) AD(       ) 2
 GD1497  NAD 27      -  36 00 59.19360(N)    088 44 58.32440(W) AD(       ) 2
 GD1497
 GD1497.Superseded values are not recommended for survey control.
 GD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1497.See file dsdata.txt to determine how the superseded data were derived.
 GD1497
 GD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4233887195(NAD 83)
 GD1497_MARKER: DS = TRIANGULATION STATION DISK
 GD1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1497
 GD1497  HISTORY     - Date     Condition        Report By
 GD1497  HISTORY     - 1958     MONUMENTED       CGS
 GD1497  HISTORY     - 1967     GOOD             CGS
 GD1497
 GD1497                          STATION DESCRIPTION
 GD1497
 GD1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1497'THE STATION IS ABOUT 6-1/2 MILES NORTH OF MILAN, ABOUT 3 MILES
 GD1497'NORTHEAST OF CADES AND ON PROPERTY OWNED BY MR. JACK PHILLIPS.  IT
 GD1497'IS 87 FEET NORTH OF THE NORTHWEST CORNER OF THE PRATT CHURCH, 71
 GD1497'FEET EAST OF A TOMBSTONE IN THE PRATT CEMETERY BEARING THE
 GD1497'INSCRIPTION BAIRD AND 28 FEET EAST OF THE CENTERLINE OF A
 GD1497'GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1497'STAMPED PRATT 1958.
 GD1497'
 GD1497'TO REACH THE STATION FROM THE RAILROAD CROSSING 2 BLOCKS EAST OF THE
 GD1497'MILAN RAILROAD DEPOT, GO NORTH ON U.S. HIGHWAY 45E FOR 0.15 MILE TO
 GD1497'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.1
 GD1497'MILE TO A T ROAD INTERSECTION.  TURN LEFT ON THE PAVED ROAD AND
 GD1497'GO NORTH FOR 3.65 MILES TO A GRAVELED CROSSROAD.  CONTINUE NORTH
 GD1497'ON THE PAVED ROAD FOR 2.35 MILES TO A GRAVELED SIDE ROAD LEFT AND
 GD1497'THE GANN SCHOOL ON THE LEFT.  TURN LEFT ON THE GRAVELED ROAD AND
 GD1497'GO WEST FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GD1497'NORTH FOR 0.35 MILE TO A SIDE ROAD RIGHT.* CONTINUE NORTH ON THE
 GD1497'GRAVELED ROAD FOR 0.25 MILE TO THE PRATT CEMETERY ON THE LEFT AND
 GD1497'THE STATION ON THE RIGHT AS DESCRIBED.
 GD1497'
 GD1497'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON THE DIRT
 GD1497'SIDE ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1497'
 GD1497'REFERENCE MARK 1 IS 20 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GD1497'ROAD AND 6 FEET EAST OF A ROAD DITCH.  THE MONUMENT PROJECTS 3
 GD1497'INCHES AND THE DISK IS STAMPED PRATT NO 1 1958.
 GD1497'
 GD1497'REFERENCE MARK 2 IS 54 FEET WEST OF THE NORTHWEST CORNER OF THE
 GD1497'CHURCH, 27 FEET NORTH OF A POWER LINE POLE AND 25 FEET WEST OF THE
 GD1497'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 GD1497'DISK IS STAMPED PRATT NO 2 1958.
 GD1497'
 GD1497'REFERENCE MARK 3 IS 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GD1497'CHURCH, 18 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 2
 GD1497'FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 GD1497'DISK IS STAMPED PRATT NO 3 1958.
 GD1497'
 GD1497'THE AZIMUTH MARK IS 9 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 GD1497'6 FEET SOUTH OF A 16 INCH POPLAR TREE, 2 FEET SOUTH OF A WHITE
 GD1497'WITNESS POST AND ON PROPERTY OWNED BY MR. GEORGE HAYES.  THE MONUMENT
 GD1497'IS FLUSH AND THE DISK IS STAMPED PRATT 1958.
 GD1497'
 GD1497'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 GD1497
 GD1497                          STATION RECOVERY (1967)
 GD1497
 GD1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1497'THIS MARK RECOVERED AS DESCRIBED
 GD1497'WITH THE FOLLOWING ADDED
 GD1497'NOTATIONS.
 GD1497'
 GD1497'THE STATION IS NOW 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND
 GD1497'SIGN.
 GD1497'
 GD1497'THE AZIMUTH MARK IS NOW 0.7 OF A FOOT WEST OF A METAL WITNESS POST
 GD1497'AND SIGN.
 GD1497'
 GD1497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1497'NORTHEAST OF CADES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3385 ***********************************************************************
 GA3385  DESIGNATION -  PREAS RESET
 GA3385  PID         -  GA3385
 GA3385  STATE/COUNTY-  TN/WASHINGTON
 GA3385  USGS QUAD   -  JOHNSON CITY (1968)
 GA3385
 GA3385                         *CURRENT SURVEY CONTROL
 GA3385  ___________________________________________________________________
 GA3385* NAD 83(1995)-  36 16 09.50664(N)    082 20 16.35759(W)     ADJUSTED  
 GA3385* NAVD 88     -       980.     (meters)    3215.     (feet)  SCALED    
 GA3385  ___________________________________________________________________
 GA3385  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GA3385  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA3385
 GA3385  HORZ ORDER  -  THIRD
 GA3385
 GA3385.The horizontal coordinates were established by classical geodetic methods
 GA3385.and adjusted by the National Geodetic Survey in April 1999..
 GA3385
 GA3385.The orthometric height was scaled from a topographic map.
 GA3385
 GA3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3385
 GA3385.The geoid height was determined by GEOID03.
 GA3385
 GA3385;                    North         East     Units Scale Factor Converg.
 GA3385;SPC TN       -   220,952.864   928,979.921   MT  0.99997718   +2 08 38.2
 GA3385;SPC TN       -   724,909.52  3,047,828.29   sFT  0.99997718   +2 08 38.2
 GA3385;UTM  17      - 4,014,649.345   379,828.311   MT  0.99977793   -0 47 29.6
 GA3385
 GA3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3385!SPC TN       -   0.99985114  x   0.99997718  =   0.99982833
 GA3385!UTM  17      -   0.99985114  x   0.99977793  =   0.99962911
 GA3385
 GA3385:                Primary Azimuth Mark                     Grid Az
 GA3385:SPC TN       -  PREAS AZ MK                              003 14 25.0
 GA3385:UTM  17      -  PREAS AZ MK                              006 10 32.8
 GA3385
 GA3385|---------------------------------------------------------------------|
 GA3385| PID    Reference Object                     Distance      Geod. Az  |
 GA3385|                                                           dddmmss.s |
 GA3385| DC3046 PREAS AZ MK                                        0052303.2 |
 GA3385| DC3049 PREAS RM 3                            9.356 METERS 23423     |
 GA3385| DC3047 PREAS RM 1                            9.289 METERS 23840     |
 GA3385| DC3048 PREAS RM 2                           22.024 METERS 28542     |
 GA3385| GA3386 SMATHERS                            APPROX. 4.4 KM 3491331.6 |
 GA3385|---------------------------------------------------------------------|
 GA3385
 GA3385                          SUPERSEDED SURVEY CONTROL
 GA3385
 GA3385  NAD 83(1995)-  36 16 09.51046(N)    082 20 16.35839(W) AD(       ) 3
 GA3385  NAD 83(1995)-  36 16 09.50388(N)    082 20 16.38044(W) AD(       ) 3
 GA3385  NAD 83(1995)-  36 16 09.51549(N)    082 20 16.35814(W) AD(       ) 3
 GA3385  NAD 83(1986)-  36 16 09.51524(N)    082 20 16.36266(W) AD(       ) 3
 GA3385  NAD 27      -  36 16 09.12200(N)    082 20 16.90700(W) AD(       ) 3
 GA3385
 GA3385.Superseded values are not recommended for survey control.
 GA3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3385.See file dsdata.txt to determine how the superseded data were derived.
 GA3385
 GA3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7982814649(NAD 83)
 GA3385_MARKER: DS = TRIANGULATION STATION DISK
 GA3385_SETTING: 80 = SET IN A BOULDER
 GA3385_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GA3385_STAMPING: PREAS 1934 1967
 GA3385_MARK LOGO: CGS   
 GA3385
 GA3385  HISTORY     - Date     Condition        Report By
 GA3385  HISTORY     - 1934     MONUMENTED       CGS
 GA3385  HISTORY     - 1938     GOOD             CGS
 GA3385  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GA3385
 GA3385                          STATION DESCRIPTION
 GA3385
 GA3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3385'ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF JOHNSON CITY, ON REPUTED
 GA3385'BOUNDARY LINE
 GA3385'BETWEEN CARTER AND WASHINGTON COUNTIES, AND ON TOP OF
 GA3385'HIGH PEAK AT EXTREME NORTHEAST
 GA3385'END OF JUNCTION OF CHEROKEE AND
 GA3385'BUFFALO MOUNTAINS.  TO REACH FROM JUNCTION OF
 GA3385'ROUTES 11E AND 23 AT
 GA3385'MAGNOLIA INN IN JOHNSON CITY, FOLLOW ROUTE 23 SOUTH 2.05 MILES
 GA3385'TO POINT 1.2
 GA3385'MILES SOUTH OF JUNCTION WITH ROUTE 67, TURN SHARPLY TO
 GA3385'RIGHT ONTO DIRT ROAD
 GA3385'PARALLELING RAILROAD TRACKS AND GO 0.55 MILE,
 GA3385'TURN LEFT ACROSS TRACKS AND GO 0.25
 GA3385'MILE, FOLLOW LEFT FORK THROUGH
 GA3385'GATE AND GO 0.5 MILE TO GEORGE KEENS HOME (END OF
 GA3385'TRUCK TRAVEL), GO
 GA3385'THROUGH BARNYARD AND FOLLOW TRAIL WHICH CURVES TO LEFT 200 YARDS TO
 GA3385'TRAIL FORK, TURN
 GA3385'ONTO RIGHT FORK AND FOLLOW MAIN BLAZED TRAIL ABOUT 1
 GA3385'3/4 MILES TO STATION.  STATION IS
 GA3385'NEAR NORTHERN EDGE OF SUMMIT, ABOUT
 GA3385'300 YARDS SOUTHWEST OF LOOK-OUT POINT KNOWN AS WHITE
 GA3385'ROCK, 23.5 FEET
 GA3385'EAST OF 9-INCH CHESTNUT OAK, AND 5 FEET EAST-NORTHEAST OF 12-INCH
 GA3385'TRIANGLE-BLAZED
 GA3385'CHESTNUT-OAK TREE.  MARK IS STANDARD STATION DISK IN
 GA3385'BOULDER.  REFERENCE MARKS
 GA3385'ARE STANDARD REFERENCE DISKS IN
 GA3385'OUTCROPPING BEDROCK.  NO. 1 IS ALONG TOP
 GA3385'OF RIDGE AND
 GA3385'9.289 METERS (30.48 FEET) FROM STATION S 58 DEG 40 MIN W.  NO.
 GA3385'2 IS DOWNWARD
 GA3385'SLOPE OF RIDGE AND 22.030 METERS (72.28 FEET) FROM
 GA3385'STATION N 74 DEG 18 MIN W.
 GA3385'AZIMUTH MARK IS STANDARD
 GA3385'REFERENCE DISK IN CONCRETE, 36 FEET
 GA3385'SOUTH OF ROUTE 23, NEAR
 GA3385'ESSO SERVICE STATION, ON PROPERTY OF BUDDY HANES, IN NORTHEAST
 GA3385'EDGE OF CLOVER
 GA3385'FIELD, AND ABOUT 2.0 MILES FROM STATION N 5 DEG 23 MIN W.
 GA3385
 GA3385                          STATION RECOVERY (1938)
 GA3385
 GA3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TVA)
 GA3385'NOTE.--ABOUT 6 WEEKS AGO I VISITED PREAS AND FOUND THE STATION TO BE
 GA3385'IN GOOD CONDITION
 GA3385'AND IDENTIFICATION WAS POSITIVE.
 GA3385
 GA3385                          STATION RECOVERY (1967)
 GA3385
 GA3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GA3385'REFERENCE MARK NO. 2 1934 AND THE DRILL HOLE IN A LARGE BOULDER WERE
 GA3385'RECOVERED.  A
 GA3385'COMPLETE AND THOROUGH SEARCH WAS MADE FOR REFERENCE
 GA3385'MARK NO.  1 AND THE AZIMUTH
 GA3385'MARK, BUT THEY COULD NOT BE FOUND.
 GA3385'
 GA3385'THERE IS NOW A NEW TRAIL LEADING TO THE STATION SITE AND ROCK HAS
 GA3385'BEEN REMOVED TO
 GA3385'BUILD THIS TRAIL.  IT IS PRESUMED THAT REFERENCE MARK
 GA3385'NO.  1 WAS DESTROYED DURING THE
 GA3385'BUILDING OF THIS TRAIL.  A NEW
 GA3385'HIGHWAY HAS BEEN BUILT NEAR THE ORIGINAL SITE OF
 GA3385'THE AZIMUTH MARK AND
 GA3385'PARALLELS THE OLD HIGHWAY ALONG THE SOUTH.  IT IS PRESUMED THAT THE
 GA3385'ORIGINAL AZIMUTH
 GA3385'MARK WAS DESTROYED DURING CONSTRUCTION OF THIS
 GA3385'HIGHWAY.
 GA3385'
 GA3385'AFTER REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN EXCELLENT
 GA3385'CONDITION, A LINE
 GA3385'WAS CLEARED BETWEEN IT AND THE STATION MARK BOULDER
 GA3385'TO PERMIT CHECKING THE ORIGINAL
 GA3385'MEASUREMENT.  THIS MEASUREMENT WAS
 GA3385'WITHIN 0.02 OF A FOOT OF THE 1934 MEASUREMENT.
 GA3385'THE IMPRINT OF THE
 GA3385'ORIGINAL STATION MARK DISK WAS STILL PARTIALLY VISIBLE IN THE
 GA3385'BOULDER.
 GA3385'THEREFORE, THE THEODOLITE WAS SET UP AND THE OPTICAL
 GA3385'PLUMMET SIGHTED IN AS NEARLY
 GA3385'CENTER OVER THE DRILL HOLE AS WAS
 GA3385'POSSIBLE.  THE HOLE WAS THEN DRILLED OUT TO
 GA3385'CLEAN AND DEEPEN IT AND
 GA3385'THE SURROUNDING ROCK WAS CHIPPED AND CLEANED.  A NEW DISK
 GA3385'STAMPED PREAS
 GA3385'1934 1967 WAS THEN CEMENTED INTO THE DRILL HOLE AND CENTERED.
 GA3385'A NEW REFERENCE MARK NO.
 GA3385'3 1934 1967 WAS ESTABLISHED AND THE ANGLES
 GA3385'DETERMINED BETWEEN REFERENCE MARK NO.  2
 GA3385'AND REFERENCE MARK NO.  3.
 GA3385'DUE TO VERY HAZY CONDITIONS AND POOR VISIBILITY, NO DISTANT
 GA3385'STATION COULD BE
 GA3385'SEEN.  JOHNSON CITY RADIO STATION WETB, MAST ABOUT 2 MILES
 GA3385'DISTANT WAS USED AS AN
 GA3385'INITIAL FOR MAKING THE OBSERVATIONS.  NO NEW
 GA3385'AZIMUTH MARK WAS ESTABLISHED.
 GA3385'
 GA3385'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA3385'
 GA3385'THE STATION IS LOCATED ON A HIGH, HEAVILY WOODED PEAK AT THE JUNCTION
 GA3385'OF CHEROKEE AND
 GA3385'BUFFALO MOUNTAINS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST
 GA3385'OF JOHNSON CITY.  THIS POINT IS
 GA3385'KNOWN LOCALLY AS WHITE ROCK AND IS
 GA3385'REPUTED ON THE BOUNDARY BETWEEN WASHINGTON AND
 GA3385'CARTER COUNTIES.
 GA3385'
 GA3385'TO REACH THE STATION FROM THE INTERSECTION OF S. ROAN STREET AND E.
 GA3385'MAIN STREET ONE
 GA3385'BLOCK WEST OF THE POST OFFICE IN JOHNSON CITY, GO
 GA3385'SOUTH ON U.S.  HIGHWAYS 19W AND 23
 GA3385'FOR 0.8 MILE TO THE JUNCTION OF
 GA3385'STATE ROUTE 67 ON THE LEFT, CONTINUE SOUTHERLY ON
 GA3385'U.S.  HIGHWAYS 19W
 GA3385'AND 23 FOR 1.4 MILES TO A PAVED ROAD SHARP RIGHT.  HERE TURN SHARP
 GA3385'RIGHT ON THIS
 GA3385'PAVED ROAD AND GO NORTHWESTERLY PARALLELING A RAILROAD
 GA3385'TRACK FOR 0.45 MILE TO A
 GA3385'GRAVELED ROAD LEFT, TURN LEFT AND GO
 GA3385'NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.6
 GA3385'MILE TO A GRAVELED ROAD
 GA3385'RIGHT.  HERE CONTINUE STRAIGHT AHEAD WESTERLY, SOUTHWESTERLY
 GA3385'AND SOUTH ON
 GA3385'A VERY WINDING ROAD LEADING UPHILL FOR 2.3 MILES TO THE
 GA3385'JOHNSON CITY T.V.  CABLE
 GA3385'MAST STRAIGHT AHEAD AND A WOODS ROAD LEFT.
 GA3385'HERE TURN LEFT ON THE WOODS ROAD AND GO
 GA3385'SOUTH AND EAST FOR ABOUT 0.1
 GA3385'MILE TO E.T.T.  FROM THIS POINT PACK EASTERLY AND
 GA3385'NORTHEASTERLY ALONG
 GA3385'A TRAIL FOR ABOUT 150 YARDS TO THE STATION AT SUMMIT OF RIDGE AS
 GA3385'DESCRIBED.
 GA3385'
 GA3385'THE STATION IS 3.4 FEET WEST OF A METAL WITNESS POST AND SIGN AND 3
 GA3385'FEET SOUTH OF THE
 GA3385'APPROXIMATE CENTER OF THE TRAIL.  IT IS A STANDARD
 GA3385'DISK CEMENTED IN A DRILL HOLE IN A
 GA3385'LARGE BOULDER WHICH PROJECTS ABOUT
 GA3385'4 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK
 GA3385'IS STAMPED PREAS
 GA3385'1934 1967.
 GA3385'
 GA3385'REFERENCE MARK NO. 2 IS ON THE DOWNWARD SLOPE OF THE RIDGE ABOUT 6
 GA3385'FEET BELOW THE
 GA3385'ELEVATION OF THE STATION.  IT IS A STANDARD DISK
 GA3385'CEMENTED IN A DRILL HOLE IN
 GA3385'OUTCROPPING BEDROCK AND THE DISK IS
 GA3385'STAMPED PREAS NO 2 1934.
 GA3385'
 GA3385'REFERENCE MARK NO. 3 IS ALONG THE TOP OF THE RIDGE ALONG SOUTH EDGE
 GA3385'OF TRAIL AND 47
 GA3385'FEET EAST OF THE SOUTHWEST CORNER OF A SMALL RADIO
 GA3385'SHACK.  IT IS A STANDARD DISK
 GA3385'CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3385'BEDROCK AND THE DISK IS STAMPED PREAS NO 3 1934
 GA3385'1967.
 GA3385'
 GA3385'DUE TO DENSE TIMBER AND LARGE TREES ON LINE, THE REFERENCE MARKS
 GA3385'COULD NOT BE
 GA3385'MEASURED BETWEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1412 ***********************************************************************
 GA1412  DESIGNATION -  PRESS
 GA1412  PID         -  GA1412
 GA1412  STATE/COUNTY-  TN/HAWKINS
 GA1412  USGS QUAD   -  PLUM GROVE (1991)
 GA1412
 GA1412                         *CURRENT SURVEY CONTROL
 GA1412  ___________________________________________________________________
 GA1412* NAD 83(1995)-  36 30 29.90451(N)    082 46 24.34069(W)     ADJUSTED  
 GA1412* NAVD 88     -       384.196  (meters)    1260.48   (feet)  ADJUSTED  
 GA1412  ___________________________________________________________________
 GA1412  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GA1412  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1412  DYNAMIC HT  -         383.852 (meters)    1259.35  (feet)  COMP
 GA1412  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 GA1412
 GA1412  HORZ ORDER  -  SECOND
 GA1412  VERT ORDER  -  SECOND    CLASS 0
 GA1412
 GA1412.The horizontal coordinates were established by classical geodetic methods
 GA1412.and adjusted by the National Geodetic Survey in April 1999..
 GA1412
 GA1412.The orthometric height was determined by differential leveling
 GA1412.and adjusted by the National Geodetic Survey in June 1991..
 GA1412
 GA1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1412
 GA1412.The geoid height was determined by GEOID03.
 GA1412
 GA1412.The dynamic height is computed by dividing the NAVD 88
 GA1412.geopotential number by the normal gravity value computed on the
 GA1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1412.degrees latitude (g = 980.6199 gals.).
 GA1412
 GA1412.The modeled gravity was interpolated from observed gravity values.
 GA1412
 GA1412;                    North         East     Units Scale Factor Converg.
 GA1412;SPC TN       -   246,082.145   888,993.968   MT  1.00001754   +1 53 20.3
 GA1412;SPC TN       -   807,354.50  2,916,641.04   sFT  1.00001754   +1 53 20.3
 GA1412;UTM  17      - 4,041,791.995   341,189.680   MT  0.99991074   -1 03 19.1
 GA1412
 GA1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1412!SPC TN       -   0.99994462  x   1.00001754  =   0.99996216
 GA1412!UTM  17      -   0.99994462  x   0.99991074  =   0.99985537
 GA1412
 GA1412:                Primary Azimuth Mark                     Grid Az
 GA1412:SPC TN       -  CHURCH HILL LYONS PARK BAP CH            029 05 23.1
 GA1412:UTM  17      -  CHURCH HILL LYONS PARK BAP CH            032 02 02.5
 GA1412
 GA1412|---------------------------------------------------------------------|
 GA1412| PID    Reference Object                     Distance      Geod. Az  |
 GA1412|                                                           dddmmss.s |
 GA1412| GA3453 CHURCH HILL LYONS PARK BAP CH       APPROX. 0.9 KM 0305843.4 |
 GA1412| GA3452 CHURCH HILL KGSPORT PRESS 2 TK      296.979 METERS 05719     |
 GA1412| GA1413 PRESS RM 1                           24.410 METERS 16323     |
 GA1412| GA3405 STONY POINT AMER ST GOBAIN TK       APPROX. 1.5 KM 2155702.7 |
 GA1412| GA1411 PRESS RM 2                           20.502 METERS 32222     |
 GA1412|---------------------------------------------------------------------|
 GA1412
 GA1412                          SUPERSEDED SURVEY CONTROL
 GA1412
 GA1412  NAD 83(1995)-  36 30 29.90659(N)    082 46 24.34267(W) AD(       ) 2
 GA1412  NAD 83(1995)-  36 30 29.91329(N)    082 46 24.35601(W) AD(       ) 2
 GA1412  NAD 83(1995)-  36 30 29.91093(N)    082 46 24.34412(W) AD(       ) 2
 GA1412  NAD 83(1986)-  36 30 29.91298(N)    082 46 24.34470(W) AD(       ) 2
 GA1412  NAD 27      -  36 30 29.56269(N)    082 46 24.76286(W) AD(       ) 2
 GA1412  NGVD 29 (07/19/86)  384.37   (m)         1261.1    (f) LEVELING    3  
 GA1412
 GA1412.Superseded values are not recommended for survey control.
 GA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1412.See file dsdata.txt to determine how the superseded data were derived.
 GA1412
 GA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4119041792(NAD 83)
 GA1412_MARKER: DD = SURVEY DISK
 GA1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1412_STAMPING: PRESS 1963
 GA1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1412+STABILITY: SURFACE MOTION
 GA1412
 GA1412  HISTORY     - Date     Condition        Report By
 GA1412  HISTORY     - 1963     MONUMENTED       TNHD
 GA1412  HISTORY     - 1964     GOOD             TNHD
 GA1412
 GA1412                          STATION DESCRIPTION
 GA1412
 GA1412'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1412'THE STATION IS ABOUT 3 MILES SOUTHWEST OF CHURCH HILL.
 GA1412'
 GA1412'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST ON
 GA1412'U.S.  HIGHWAY 11W FOR
 GA1412'3.5 MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT,
 GA1412'SOUTH, ON THE PAVED ROAD AND GO
 GA1412'0.2 MILE TO THE STATION ON THE LEFT
 GA1412'AT TOP OF A BANK OF A HIGHWAY CUT AND ABOUT 45
 GA1412'FEET ABOVE THE
 GA1412'PAVEMENT.
 GA1412'
 GA1412'THE STATION IS 53 FEET NORTH OF THE NORTHWEST CORNER OF A RED BRICK
 GA1412'PUMP HOUSE, 15 FEET EAST OF
 GA1412'THE EDGE OF THE BANK AND 14.2 FEET EAST OF A WITNESS
 GA1412'POST.  THE SURFACE AND
 GA1412'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA1412'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA1412'STAMPED PRESS 1963.  THE
 GA1412'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA1412'SURFACE MARK
 GA1412'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1412'
 GA1412'REFERENCE MARK NO. 1 IS 32 FEET WEST OF POWER POLE NO. 523, 19 FEET
 GA1412'SOUTH OF THE SOUTHWEST
 GA1412'CORNER OF THE PUMP HOUSE AND 1 FOOT EAST OF THE EDGE OF
 GA1412'THE BANK.  IT IS A STANDARD
 GA1412'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1412'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA1412'THE DISK IS STAMPED
 GA1412'PRESS RM-1 1963.
 GA1412'
 GA1412'REFERENCE MARK NO. 2 IS 3 FEET EAST OF THE EDGE OF THE BANK.  IT IS A
 GA1412'STANDARD TENNESSEE HIGHWAY
 GA1412'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1412'ALL OBSERVATIONS WERE MADE FROM A 64
 GA1412'FOOT STEEL TOWER.
 GA1412'
 GA1412'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GA1412
 GA1412                          STATION RECOVERY (1964)
 GA1412
 GA1412'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1412'3 MI SW FROM CHURCH HILL.
 GA1412'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST
 GA1412'ON U.S. HIGHWAY 11W FOR 3.5 MILES TO A PAVED ROAD ON THE LEFT,
 GA1412'TURN LEFT, SOUTH, ON THE PAVED ROAD AND GO 0.2 MILE TO THE
 GA1412'STATION ON THE LEFT AT THE TOP OF A BANK OF A HIGHWAY CUT AND
 GA1412'ABOUT 45 FEET ABOVE THE PAVEMENT.  THE STATION IS 53 FEET NORTH
 GA1412'OF THE NORTHWEST CORNER OF A RED BRICK PUMP HOUSE, 15 FEET EAST
 GA1412'OF THE EDGE OF THE BANK AND 14.2 FEET EAST OF A WITNESS POST.
 GA1412'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1412'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1413 ***********************************************************************
 GA1413  DESIGNATION -  PRESS RM 1
 GA1413  PID         -  GA1413
 GA1413  STATE/COUNTY-  TN/HAWKINS
 GA1413  USGS QUAD   -  PLUM GROVE (1991)
 GA1413
 GA1413                         *CURRENT SURVEY CONTROL
 GA1413  ___________________________________________________________________
 GA1413* NAD 83(1986)-  36 30 29.     (N)    082 46 25.     (W)     SCALED    
 GA1413* NAVD 88     -       383.924  (meters)    1259.59   (feet)  ADJUSTED  
 GA1413  ___________________________________________________________________
 GA1413  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1413  DYNAMIC HT  -         383.580 (meters)    1258.46  (feet)  COMP
 GA1413  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA1413
 GA1413  VERT ORDER  -  SECOND    CLASS 0
 GA1413
 GA1413.The horizontal coordinates were scaled from a topographic map and have
 GA1413.an estimated accuracy of +/- 6 seconds.
 GA1413
 GA1413.The orthometric height was determined by differential leveling
 GA1413.and adjusted by the National Geodetic Survey in June 1991..
 GA1413
 GA1413.The geoid height was determined by GEOID03.
 GA1413
 GA1413.The dynamic height is computed by dividing the NAVD 88
 GA1413.geopotential number by the normal gravity value computed on the
 GA1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1413.degrees latitude (g = 980.6199 gals.).
 GA1413
 GA1413.The modeled gravity was interpolated from observed gravity values.
 GA1413
 GA1413;                    North         East    Units  Estimated Accuracy
 GA1413;SPC TN       -   246,050.      888,980.      MT  (+/- 180 meters Scaled)
 GA1413
 GA1413                          SUPERSEDED SURVEY CONTROL
 GA1413
 GA1413.No superseded survey control is available for this station.
 GA1413
 GA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA411417(NAD 83)
 GA1413_MARKER: DD = SURVEY DISK
 GA1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1413_STAMPING: PRESS RM-1 1963
 GA1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1413+STABILITY: SURFACE MOTION
 GA1413
 GA1413  HISTORY     - Date     Condition        Report By
 GA1413  HISTORY     - 1963     MONUMENTED       TNHD
 GA1413  HISTORY     - 1964     GOOD             TNHD
 GA1413
 GA1413                          STATION DESCRIPTION
 GA1413
 GA1413'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1413'3 MI SW FROM CHURCH HILL.
 GA1413'THE MARK IS LOCATED AT THE PRESS 1963 STATION SITE, 32 FEET WEST
 GA1413'OF POWER POLE NO. 523, 19 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GA1413'PUMP HOUSE AND 1 FOOT EAST OF THE EDGE OF A BANK.  THE MARK IS
 GA1413'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1413'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1411 ***********************************************************************
 GA1411  DESIGNATION -  PRESS RM 2
 GA1411  PID         -  GA1411
 GA1411  STATE/COUNTY-  TN/HAWKINS
 GA1411  USGS QUAD   -  PLUM GROVE (1991)
 GA1411
 GA1411                         *CURRENT SURVEY CONTROL
 GA1411  ___________________________________________________________________
 GA1411* NAD 83(1986)-  36 30 29.     (N)    082 46 25.     (W)     SCALED    
 GA1411* NAVD 88     -       383.799  (meters)    1259.18   (feet)  ADJUSTED  
 GA1411  ___________________________________________________________________
 GA1411  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1411  DYNAMIC HT  -         383.456 (meters)    1258.06  (feet)  COMP
 GA1411  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA1411
 GA1411  VERT ORDER  -  SECOND    CLASS 0
 GA1411
 GA1411.The horizontal coordinates were scaled from a topographic map and have
 GA1411.an estimated accuracy of +/- 6 seconds.
 GA1411
 GA1411.The orthometric height was determined by differential leveling
 GA1411.and adjusted by the National Geodetic Survey in June 1991..
 GA1411
 GA1411.The geoid height was determined by GEOID03.
 GA1411
 GA1411.The dynamic height is computed by dividing the NAVD 88
 GA1411.geopotential number by the normal gravity value computed on the
 GA1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1411.degrees latitude (g = 980.6199 gals.).
 GA1411
 GA1411.The modeled gravity was interpolated from observed gravity values.
 GA1411
 GA1411;                    North         East    Units  Estimated Accuracy
 GA1411;SPC TN       -   246,050.      888,980.      MT  (+/- 180 meters Scaled)
 GA1411
 GA1411                          SUPERSEDED SURVEY CONTROL
 GA1411
 GA1411.No superseded survey control is available for this station.
 GA1411
 GA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA411417(NAD 83)
 GA1411_MARKER: DD = SURVEY DISK
 GA1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1411_STAMPING: PRESS RM-2 1963
 GA1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1411+STABILITY: SURFACE MOTION
 GA1411
 GA1411  HISTORY     - Date     Condition        Report By
 GA1411  HISTORY     - 1963     MONUMENTED       TNHD
 GA1411  HISTORY     - 1964     GOOD             TNHD
 GA1411
 GA1411                          STATION DESCRIPTION
 GA1411
 GA1411'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1411'3 MI SW FROM CHURCH HILL.
 GA1411'THE MARK IS LOCATED AT THE PRESS 1963 STATION SITE, 3 FEET EAST
 GA1411'OF THE EDGE OF A BANK AND 67.8 FEET NORTHWEST OF THE STATION.
 GA1411'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1411'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2161 ***********************************************************************
 GA2161  DESIGNATION -  PRICE
 GA2161  PID         -  GA2161
 GA2161  STATE/COUNTY-  TN/HAWKINS
 GA2161  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2161
 GA2161                         *CURRENT SURVEY CONTROL
 GA2161  ___________________________________________________________________
 GA2161* NAD 83(1995)-  36 22 16.86808(N)    083 08 50.12647(W)     ADJUSTED  
 GA2161* NAVD 88     -       353.349  (meters)    1159.28   (feet)  ADJUSTED  
 GA2161  ___________________________________________________________________
 GA2161  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GA2161  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA2161  DYNAMIC HT  -         353.027 (meters)    1158.22  (feet)  COMP
 GA2161  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GA2161
 GA2161  HORZ ORDER  -  SECOND
 GA2161  VERT ORDER  -  SECOND    CLASS 0
 GA2161
 GA2161.The horizontal coordinates were established by classical geodetic methods
 GA2161.and adjusted by the National Geodetic Survey in April 1999..
 GA2161
 GA2161.The orthometric height was determined by differential leveling
 GA2161.and adjusted by the National Geodetic Survey in June 1991..
 GA2161
 GA2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2161
 GA2161.The geoid height was determined by GEOID03.
 GA2161
 GA2161.The dynamic height is computed by dividing the NAVD 88
 GA2161.geopotential number by the normal gravity value computed on the
 GA2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2161.degrees latitude (g = 980.6199 gals.).
 GA2161
 GA2161.The modeled gravity was interpolated from observed gravity values.
 GA2161
 GA2161;                    North         East     Units Scale Factor Converg.
 GA2161;SPC TN       -   229,851.120   855,964.273   MT  0.99999228   +1 40 12.4
 GA2161;SPC TN       -   754,103.22  2,808,276.12   sFT  0.99999228   +1 40 12.4
 GA2161;UTM  17      - 4,027,279.231   307,370.680   MT  1.00005720   -1 16 25.5
 GA2161
 GA2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2161!SPC TN       -   0.99994944  x   0.99999228  =   0.99994172
 GA2161!UTM  17      -   0.99994944  x   1.00005720  =   1.00000664
 GA2161
 GA2161|---------------------------------------------------------------------|
 GA2161| PID    Reference Object                     Distance      Geod. Az  |
 GA2161|                                                           dddmmss.s |
 GA2161| GA2162 1120                                  9.998 METERS 16725     |
 GA2161| GA2163 PRICE AZ MK                                        2442036.7 |
 GA2161| GA2160 PRICE RM 2                            5.509 METERS 34417     |
 GA2161|---------------------------------------------------------------------|
 GA2161
 GA2161                          SUPERSEDED SURVEY CONTROL
 GA2161
 GA2161  NAD 83(1995)-  36 22 16.87239(N)    083 08 50.13055(W) AD(       ) 2
 GA2161  NAD 83(1995)-  36 22 16.88428(N)    083 08 50.12764(W) AD(       ) 2
 GA2161  NAD 83(1995)-  36 22 16.87474(N)    083 08 50.12806(W) AD(       ) 2
 GA2161  NAD 83(1986)-  36 22 16.87695(N)    083 08 50.12841(W) AD(       ) 2
 GA2161  NAD 27      -  36 22 16.54171(N)    083 08 50.52094(W) AD(       ) 2
 GA2161  NGVD 29 (??/??/92)  353.490  (m)         1159.74   (f) ADJ UNCH    2 0
 GA2161
 GA2161.Superseded values are not recommended for survey control.
 GA2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2161.See file dsdata.txt to determine how the superseded data were derived.
 GA2161
 GA2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0737127279(NAD 83)
 GA2161_MARKER: DD = SURVEY DISK
 GA2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2161_STAMPING: PRICE 1964
 GA2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2161+STABILITY: SURFACE MOTION
 GA2161
 GA2161  HISTORY     - Date     Condition        Report By
 GA2161  HISTORY     - 1964     MONUMENTED       TNHD
 GA2161  HISTORY     - 1964     GOOD             TNHD
 GA2161
 GA2161                          STATION DESCRIPTION
 GA2161
 GA2161'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2161'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF BEAN STATION.
 GA2161'
 GA2161'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2161'NORTHEASTERLY ON U.S.
 GA2161'HIGHWAY 11 W FOR 7.8 MILES TO THE PRICE AZIMUTH MARK ON THE LEFT,
 GA2161'CONTINUE FOR 0.65 MILE
 GA2161'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GA2161'
 GA2161'THE STATION IS AT THE TOP OF A SMALL RIDGE ABOUT 300 FEET SOUTH OF
 GA2161'THE HIGHWAY, 3 FEET EAST OF
 GA2161'A FENCE AND 4.2 FEET SOUTH OF A WITNESS POST.  THE
 GA2161'SURFACE AND UNDERGROUND MARKS ARE
 GA2161'STANDARD TENNESSEE HIGHWAY
 GA2161'DEPARTMENT DISKS AND ARE STAMPED PRICE 1964.  THE
 GA2161'UNDERGROUND MARK IS
 GA2161'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2161'10-INCH SQUARE,
 GA2161'FLUSH, CONCRETE MONUMENT.
 GA2161'
 GA2161'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A FENCE.  IT IS A U.S.C. AND
 GA2161'G. SURVEY AND STATE SURVEY
 GA2161'DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT,
 GA2161'PROJECTING 6 INCHES, AND THE DISK
 GA2161'IS STAMPED 1120.
 GA2161'
 GA2161'REFERENCE MARK NO. 2 IS 14.0 FEET NORTH OF A WITNESS POST AND 4 FEET
 GA2161'EAST OF A FENCE.  IT IS A
 GA2161'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2161'10-INCH SQUARE, FLUSH, CONCRETE
 GA2161'MONUMENT AND THE DISK IS STAMPED
 GA2161'PRICE RM-2 1964.
 GA2161'
 GA2161'THE AZIMUTH MARK IS 35 FEET SOUTH OF A FENCE, 35 FEET NORTH OF U.S.
 GA2161'HIGHWAY 11W AND 31.1 FEET
 GA2161'SOUTH OF A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GA2161'HIGHWAY DEPARTMENT DISK SET IN A
 GA2161'10-INCH SQUARE, FLUSH, CONCRETE
 GA2161'MONUMENT AND THE DISK IS STAMPED PRICE AZI 1964.
 GA2161'
 GA2161'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2161
 GA2161                          STATION RECOVERY (1964)
 GA2161
 GA2161'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2161'8 MI NNE FROM BEAN STATION.
 GA2161'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2161'NORTHEASTERLY ON U.S. HIGHWAY 11W FOR 8.4 MILES TO THE STATION
 GA2161'ON THE RIGHT.  THE STATION IS AT THE TOP OF A SMALL RIDGE ABOUT
 GA2161'300 FEET SOUTH OF THE HIGHWAY, 3 FEET EAST OF A FENCE AND
 GA2161'4.2 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2161'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA2161'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2163 ***********************************************************************
 GA2163  DESIGNATION -  PRICE AZ MK
 GA2163  PID         -  GA2163
 GA2163  STATE/COUNTY-  TN/HAWKINS
 GA2163  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2163
 GA2163                         *CURRENT SURVEY CONTROL
 GA2163  ___________________________________________________________________
 GA2163* NAD 83(1986)-  36 22 03.     (N)    083 09 26.     (W)     SCALED    
 GA2163* NAVD 88     -       331.945  (meters)    1089.06   (feet)  ADJUSTED  
 GA2163  ___________________________________________________________________
 GA2163  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA2163  DYNAMIC HT  -         331.642 (meters)    1088.06  (feet)  COMP
 GA2163  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GA2163
 GA2163  VERT ORDER  -  SECOND    CLASS 0
 GA2163
 GA2163.The horizontal coordinates were scaled from a topographic map and have
 GA2163.an estimated accuracy of +/- 6 seconds.
 GA2163
 GA2163.The orthometric height was determined by differential leveling
 GA2163.and adjusted by the National Geodetic Survey in June 1991..
 GA2163
 GA2163.The geoid height was determined by GEOID03.
 GA2163
 GA2163.The dynamic height is computed by dividing the NAVD 88
 GA2163.geopotential number by the normal gravity value computed on the
 GA2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2163.degrees latitude (g = 980.6199 gals.).
 GA2163
 GA2163.The modeled gravity was interpolated from observed gravity values.
 GA2163
 GA2163;                    North         East    Units  Estimated Accuracy
 GA2163;SPC TN       -   229,400.      855,080.      MT  (+/- 180 meters Scaled)
 GA2163
 GA2163                          SUPERSEDED SURVEY CONTROL
 GA2163
 GA2163  NGVD 29 (??/??/92)  332.140  (m)         1089.70   (f) ADJ UNCH    2 0
 GA2163
 GA2163.Superseded values are not recommended for survey control.
 GA2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2163.See file dsdata.txt to determine how the superseded data were derived.
 GA2163
 GA2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA064268(NAD 83)
 GA2163_MARKER: DD = SURVEY DISK
 GA2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2163_STAMPING: PRICE AZI 1964
 GA2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2163+STABILITY: SURFACE MOTION
 GA2163
 GA2163  HISTORY     - Date     Condition        Report By
 GA2163  HISTORY     - 1964     MONUMENTED       TNHD
 GA2163
 GA2163                          STATION DESCRIPTION
 GA2163
 GA2163'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2163'8 MI NNE FROM BEAN STATION.
 GA2163'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2163'NORTHEASTERLY ON U.S. HIGHWAY 11W FOR 7.8 MILES TO THE AZIMUTH
 GA2163'MARK ON THE LEFT.  THE MARK IS 35 FEET SOUTH OF A FENCE, 35 FEET
 GA2163'NORTH OF U.S. HIGHWAY 11W AND 34.1 FEET SOUTH OF A WITNESS
 GA2163'POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2163'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2160 ***********************************************************************
 GA2160  DESIGNATION -  PRICE RM 2
 GA2160  PID         -  GA2160
 GA2160  STATE/COUNTY-  TN/HAWKINS
 GA2160  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2160
 GA2160                         *CURRENT SURVEY CONTROL
 GA2160  ___________________________________________________________________
 GA2160* NAD 83(1986)-  36 22 16.     (N)    083 08 50.     (W)     SCALED    
 GA2160* NAVD 88     -       352.777  (meters)    1157.40   (feet)  ADJUSTED  
 GA2160  ___________________________________________________________________
 GA2160  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA2160  DYNAMIC HT  -         352.455 (meters)    1156.35  (feet)  COMP
 GA2160  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GA2160
 GA2160  VERT ORDER  -  SECOND    CLASS 0
 GA2160
 GA2160.The horizontal coordinates were scaled from a topographic map and have
 GA2160.an estimated accuracy of +/- 6 seconds.
 GA2160
 GA2160.The orthometric height was determined by differential leveling
 GA2160.and adjusted by the National Geodetic Survey in June 1991..
 GA2160
 GA2160.The geoid height was determined by GEOID03.
 GA2160
 GA2160.The dynamic height is computed by dividing the NAVD 88
 GA2160.geopotential number by the normal gravity value computed on the
 GA2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2160.degrees latitude (g = 980.6199 gals.).
 GA2160
 GA2160.The modeled gravity was interpolated from observed gravity values.
 GA2160
 GA2160;                    North         East    Units  Estimated Accuracy
 GA2160;SPC TN       -   229,820.      855,970.      MT  (+/- 180 meters Scaled)
 GA2160
 GA2160                          SUPERSEDED SURVEY CONTROL
 GA2160
 GA2160  NGVD 29 (??/??/92)  352.919  (m)         1157.87   (f) ADJ UNCH    2 0
 GA2160
 GA2160.Superseded values are not recommended for survey control.
 GA2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2160.See file dsdata.txt to determine how the superseded data were derived.
 GA2160
 GA2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA073272(NAD 83)
 GA2160_MARKER: DD = SURVEY DISK
 GA2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2160_STAMPING: PRICE RM 2 1964
 GA2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2160+STABILITY: SURFACE MOTION
 GA2160
 GA2160  HISTORY     - Date     Condition        Report By
 GA2160  HISTORY     - 1964     MONUMENTED       TNHD
 GA2160
 GA2160                          STATION DESCRIPTION
 GA2160
 GA2160'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2160'7.8 MI NNE FROM BEAN STATION.
 GA2160'THE MARK IS LOCATED AT THE PRICE 1964 STATION SITE, 14.0 FEET
 GA2160'NORTH OF A WITNESS POST AND 4 FEET EAST OF A FENCE.  THE MARK
 GA2160'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2160'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2160'DESCR. SEE STATION PRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1816 ***********************************************************************
 FC1816  DESIGNATION -  PRIGMORE
 FC1816  PID         -  FC1816
 FC1816  STATE/COUNTY-  TN/MCMINN
 FC1816  USGS QUAD   -  NIOTA (1990)
 FC1816
 FC1816                         *CURRENT SURVEY CONTROL
 FC1816  ___________________________________________________________________
 FC1816* NAD 83(1995)-  35 34 22.93503(N)    084 35 47.90161(W)     ADJUSTED  
 FC1816* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 FC1816  ___________________________________________________________________
 FC1816  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FC1816  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC1816
 FC1816  HORZ ORDER  -  SECOND
 FC1816
 FC1816.The horizontal coordinates were established by classical geodetic methods
 FC1816.and adjusted by the National Geodetic Survey in April 1999..
 FC1816
 FC1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1816
 FC1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1816
 FC1816.The geoid height was determined by GEOID03.
 FC1816
 FC1816;                    North         East     Units Scale Factor Converg.
 FC1816;SPC TN       -   138,456.123   727,201.086   MT  0.99995872   +0 49 17.7
 FC1816;SPC TN       -   454,251.46  2,385,825.56   sFT  0.99995872   +0 49 17.7
 FC1816;UTM  16      - 3,939,251.947   717,791.557   MT  1.00018456   +1 23 55.3
 FC1816
 FC1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1816!SPC TN       -   0.99994323  x   0.99995872  =   0.99990195
 FC1816!UTM  16      -   0.99994323  x   1.00018456  =   1.00012778
 FC1816
 FC1816:                Primary Azimuth Mark                     Grid Az
 FC1816:SPC TN       -  PRIGMORE AZ MK                           089 56 07.2
 FC1816:UTM  16      -  PRIGMORE AZ MK                           089 21 29.6
 FC1816
 FC1816|---------------------------------------------------------------------|
 FC1816| PID    Reference Object                     Distance      Geod. Az  |
 FC1816|                                                           dddmmss.s |
 FC1816| CZ4504 PRIGMORE AZ MK                                     0904524.9 |
 FC1816| FC1783 ATHENS PLANTATION PL MICROWAVE      APPROX.13.0 KM 1890757.2 |
 FC1816| CZ4507 PRIGMORE RM 3                        41.224 METERS 20114     |
 FC1816| CZ4506 PRIGMORE RM 2                        36.500 METERS 20216     |
 FC1816| CZ4505 PRIGMORE RM 1                        36.972 METERS 26920     |
 FC1816|---------------------------------------------------------------------|
 FC1816
 FC1816                          SUPERSEDED SURVEY CONTROL
 FC1816
 FC1816  NAD 83(1995)-  35 34 22.94008(N)    084 35 47.90219(W) AD(       ) 2
 FC1816  NAD 83(1986)-  35 34 22.94469(N)    084 35 47.90043(W) AD(       ) 2
 FC1816  NAD 27      -  35 34 22.68200(N)    084 35 48.13900(W) AD(       ) 2
 FC1816  NGVD 29 (07/19/86)  392.2    (m)         1287.     (f) VERT ANG       
 FC1816
 FC1816.Superseded values are not recommended for survey control.
 FC1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1816.See file dsdata.txt to determine how the superseded data were derived.
 FC1816
 FC1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1779239252(NAD 83)
 FC1816_MARKER: DS = TRIANGULATION STATION DISK
 FC1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1816
 FC1816  HISTORY     - Date     Condition        Report By
 FC1816  HISTORY     - 1934     MONUMENTED       CGS
 FC1816  HISTORY     - 1949     GOOD             TVA
 FC1816  HISTORY     - 1958     GOOD             CGS
 FC1816  HISTORY     - 1961     GOOD             CGS
 FC1816
 FC1816                          STATION DESCRIPTION
 FC1816
 FC1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1816'ABOUT 7-1/2 MILES WEST-SOUTHWEST OF SWEETWATER, 3 MILES
 FC1816'SOUTH-SOUTHWEST OF PRIGMORE, AND ON PROPERTY OF W.E. MCCOSH.  TO
 FC1816'REACH FROM INTERSECTION OF U.S. ROUTE 11 AND STATE ROUTE 68 IN
 FC1816'SWEETWATER, FOLLOW ROUTE 68 WEST 6.0 MILES TO SMALL BRIDGE AND
 FC1816'OLD BARN AND STONE SIDE ROAD ON LEFT, TURN LEFT AND GO 0.85 MILE,
 FC1816'TURN RIGHT ACROSS SMALL STREAM AT GROUP OF OLD BUILDINGS, GO 1.55
 FC1816'MILES TO STONE QUARRY AND FORK, FOLLOW LEFT FORK 0.6 MILE TO T-ROAD
 FC1816'ON LEFT AT TOP OF GRADE AND BARN ON RIGHT, AND GO THROUGH GATE INTO
 FC1816'BARN LOT AND UP LANE BEHIND BARN 0.2 MILE TO EDGE OF CULTIVATED FIELD
 FC1816'(END OF TRUCK TRAVEL). FOLLOW ALONG FENCE TO LEFT 350 YARDS TO
 FC1816'POINT WHERE FENCE CROSSES RIDGE. STATION IS 50 YARDS SOUTHWEST OF TOP
 FC1816'OF CULTIVATED FIELD, IN OLD PEACH ORCHARD, 45 FEET WEST-SOUTHWEST OF
 FC1816'16-INCH TRIANGLE-BLAZED BLACK WALNUT TREE, AND 10 FEET SOUTH OF
 FC1816'FENCE LINE BETWEEN ORCHARD AND CULTIVATED FIELD. SURFACE AND
 FC1816'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FC1816'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 FC1816'CONCRETE,  IN EDGE OF WOODS ON HILL SLOPE, 35 FEET
 FC1816'SOUTHWEST OF 20-INCH OAK TREE, AND 121.00 FEET FROM STATION.
 FC1816'REFERENCE MARK NO. 2 AND AZIMUTH MARK
 FC1816'ARE STANDARD REFERENCE DISKS IN CONCRETE,  NO. 2 IS ON TOP
 FC1816'OF RIDGE, IN PEACH ORCHARD, AND 119.75 FEET FROM STATION
 FC1816'S 22 DEG 16 MIN W.  AZIMUTH MARK IS 18 INCHES SOUTH OF FENCE LINE
 FC1816'LEADING TO STATION, 3 YARDS WEST OF CENTER LINE OF GATE THROUGH
 FC1816'FENCE, ABOUT 18 FEET LOWER THAN AND ABOUT 175 YARDS FROM STATION.
 FC1816
 FC1816                          STATION RECOVERY (1949)
 FC1816
 FC1816'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1816'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED PRIGMORE 1934.
 FC1816'STEEL POST WITH CONTROL MARKER SIGN SET AT W EDGE OF THE STATION.
 FC1816'
 FC1816'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 FC1816'
 FC1816'REFERENCE MARK 2 HAS BEEN DISTURBED.  IT WAS KNOCKED OVER AND HAD
 FC1816'BEEN RESET BY FARMER.
 FC1816
 FC1816                          STATION RECOVERY (1958)
 FC1816
 FC1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1816'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK 1 AND
 FC1816'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 FC1816'HAS BEEN DISTURBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER
 FC1816'THE STATION.
 FC1816
 FC1816                          STATION RECOVERY (1961)
 FC1816
 FC1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1816'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FC1816'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 FC1816'FOUND LAYING ON THE SURFACE, IT WAS RESET AND STAMPED NO. 3.  A
 FC1816'DISCREPANCY WAS FOUND IN THE MEASURED DISTANCE OF REFERENCE MARK NO.
 FC1816'1 OF 0.30 FEET. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1816'
 FC1816'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.E. MCCOSH, ABOUT 8
 FC1816'MILES WEST OF SWEETWATER, 5 MILES NORTH OF NIOTA AND JUST SOUTH OF
 FC1816'THE HIGHEST PART OF A HILL IN A SMALL WALNUT GROVE.
 FC1816'
 FC1816'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN
 FC1816'NIOTA, GO WESTERLY ON A HARD SURFACE ROAD FOR 0.45 MILE TO A
 FC1816'FORK, KEEP RIGHT AND GO 2.3 MILES TO A SMALL WOODEN BRIDGE AT A CURVE
 FC1816'TO THE LEFT, CONTINUE FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN
 FC1816'LEFT AND GO 1.1 MILE TO A FORK, KEEP RIGHT AND GO 0.4 MILE TO A SIDE
 FC1816'ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 FC1816'SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A
 FC1816'FORK, KEEP RIGHT AND GO 1.3 MILES TO A SIDE ROAD ON THE RIGHT, A
 FC1816'BARN AND WIRE GATE ON THE LEFT, TURN LEFT, WESTERLY, PASS THROUGH
 FC1816'GATE INTO BARN LOT PASSING TO THE RIGHT OF THE BARN AND GO ABOUT 100
 FC1816'YARDS TO A GATE, PASS THROUGH GATE AND GO WESTERLY ACROSS PASTURE
 FC1816'LAND FOR 0.1 MILE TO ANOTHER GATE, PASS THROUGH GATE AND GO
 FC1816'SOUTHWESTERLY TO THE TOP OF HILL AND THE STATION ABOUT 50 YARDS
 FC1816'SOUTH OF THE SUMMIT.
 FC1816'
 FC1816'THE STATION MARK IS A STANDARD DISK, STAMPED PRIGMORE 1934, SET IN A
 FC1816'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 37 FEET
 FC1816'SOUTHWEST OF A 24-INCH WALNUT TREE, 26 FEET SOUTHEAST OF A 12-INCH
 FC1816'WALNUT TREE, 14 FEET SOUTH OF A WIRE FENCE AND 0.7 FEET EAST OF A
 FC1816'WITNESS POST AND SIGN.
 FC1816'
 FC1816'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED PRIGMORE NO. 1 1934,
 FC1816'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 22
 FC1816'FEET SOUTHEAST OF A FORKED HICKORY TREE, 22 FEET SOUTH OF A WIRE
 FC1816'FENCE, 17 FEET EAST OF A WIRE FENCE AND ON THE WESTERN SLOPE OF
 FC1816'HILL ABOUT 6 FEET LOWER THAN THE STATION ELEVATION.
 FC1816'
 FC1816'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED PRIGMORE NO. 3 1934,
 FC1816'SET IN A ROUND CONCRETE MONUMENT FLUSH.  IT IS 49 FEET SOUTHWEST OF
 FC1816'A 12-INCH WALNUT TREE AND ON TOP OF RIDGE SOUTH OF THE STATION IN
 FC1816'OPEN GROUND.
 FC1816'
 FC1816'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED PRIGMORE AZI
 FC1816'1934, SET IN A SQUARE CONCRETE MONUMENT FLUSH.  IT IS 200 PACES
 FC1816'EAST OF THE STATION, 9 FEET SOUTHEAST OF THE EAST GATE POST, 8 FEET
 FC1816'SOUTH OF A WIRE FENCE AND 2 FEET SOUTHWEST OF AN 8-INCH CEDAR
 FC1816'TREE.
 FC1816'
 FC1816'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1985 ***********************************************************************
 GB1985  DESIGNATION -  PROCTOR
 GB1985  PID         -  GB1985
 GB1985  STATE/COUNTY-  TN/CLAY
 GB1985  USGS QUAD   -  CELINA (1981)
 GB1985
 GB1985                         *CURRENT SURVEY CONTROL
 GB1985  ___________________________________________________________________
 GB1985* NAD 83(1995)-  36 34 48.75806(N)    085 33 46.84798(W)     ADJUSTED  
 GB1985* NAVD 88     -       273.631  (meters)     897.74   (feet)  ADJUSTED  
 GB1985  ___________________________________________________________________
 GB1985  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 GB1985  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB1985  DYNAMIC HT  -         273.400 (meters)     896.98  (feet)  COMP
 GB1985  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GB1985
 GB1985  HORZ ORDER  -  THIRD
 GB1985  VERT ORDER  -  SECOND    CLASS 0
 GB1985
 GB1985.The horizontal coordinates were established by classical geodetic methods
 GB1985.and adjusted by the National Geodetic Survey in April 1999..
 GB1985
 GB1985.The orthometric height was determined by differential leveling
 GB1985.and adjusted by the National Geodetic Survey in June 1991..
 GB1985
 GB1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1985
 GB1985.The geoid height was determined by GEOID03.
 GB1985
 GB1985.The dynamic height is computed by dividing the NAVD 88
 GB1985.geopotential number by the normal gravity value computed on the
 GB1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1985.degrees latitude (g = 980.6199 gals.).
 GB1985
 GB1985.The modeled gravity was interpolated from observed gravity values.
 GB1985
 GB1985;                    North         East     Units Scale Factor Converg.
 GB1985;SPC TN       -   249,384.460   639,110.863   MT  1.00003310   +0 15 21.0
 GB1985;SPC TN       -   818,188.85  2,096,816.22   sFT  1.00003310   +0 15 21.0
 GB1985;UTM  16      - 4,049,266.293   628,560.804   MT  0.99980363   +0 51 23.3
 GB1985
 GB1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1985!SPC TN       -   0.99996184  x   1.00003310  =   0.99999494
 GB1985!UTM  16      -   0.99996184  x   0.99980363  =   0.99976548
 GB1985
 GB1985:                Primary Azimuth Mark                     Grid Az
 GB1985:SPC TN       -  PROCTOR AZ MK                            120 20 15.9
 GB1985:UTM  16      -  PROCTOR AZ MK                            119 44 13.6
 GB1985
 GB1985|---------------------------------------------------------------------|
 GB1985| PID    Reference Object                     Distance      Geod. Az  |
 GB1985|                                                           dddmmss.s |
 GB1985| GB1988 PROCTOR AZ MK                                      1203536.9 |
 GB1985| GB1986 PROCTOR RM 1                          7.065 METERS 19953     |
 GB1985| GB1987 PROCTOR RM 2                         13.787 METERS 29437     |
 GB1985|---------------------------------------------------------------------|
 GB1985
 GB1985                          SUPERSEDED SURVEY CONTROL
 GB1985
 GB1985  NAD 83(1995)-  36 34 48.75887(N)    085 33 46.84818(W) AD(       ) 3
 GB1985  NAD 83(1995)-  36 34 48.76723(N)    085 33 46.85353(W) AD(       ) 3
 GB1985  NAD 83(1986)-  36 34 48.76889(N)    085 33 46.85301(W) AD(       ) 3
 GB1985  NAD 27      -  36 34 48.55300(N)    085 33 46.95900(W) AD(       ) 3
 GB1985  NGVD 29 (??/??/92)  273.746  (m)          898.12   (f) ADJ UNCH    2 0
 GB1985
 GB1985.Superseded values are not recommended for survey control.
 GB1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1985.See file dsdata.txt to determine how the superseded data were derived.
 GB1985
 GB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2856149266(NAD 83)
 GB1985_MARKER: DB = BENCH MARK DISK
 GB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1985_STAMPING: PROCTOR 1949
 GB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1985+STABILITY: SURFACE MOTION
 GB1985
 GB1985  HISTORY     - Date     Condition        Report By
 GB1985  HISTORY     - 1950     MONUMENTED       CGS
 GB1985  HISTORY     - 1951     GOOD             NGS
 GB1985  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1985
 GB1985                          STATION DESCRIPTION
 GB1985
 GB1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1985'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF CELINA AND 3 MILES EAST
 GB1985'OF MOSS ON THE SOUTH SIDE OF STATE HIGHWAY NO. 52. IT IS 40 FEET
 GB1985'SOUTHWEST OF THE CENTER OF HIGHWAY, 15 FEET WEST OF A POWERLINE POLE,
 GB1985'11 FEET SOUTH OF A WHITE WITNESS POST AND 10 FEET SOUTH OF A
 GB1985'FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GB1985'PROCTOR 1949.
 GB1985'
 GB1985'REFERENCE MARK NO. 1 IS 35 FEET WEST OF A POWERLINE POLE, 10 FEET
 GB1985'SOUTHEAST OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTHEAST OF A
 GB1985'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GB1985'PROCTOR NO 1 1949.
 GB1985'
 GB1985'REFERENCE MARK NO. 2 IS 30 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 GB1985'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 GB1985'DISK IS STAMPED PROCTOR NO 2 1949.
 GB1985'
 GB1985'AZIMUTH MARK IS 26 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO.
 GB1985'52, 2 FEET NORTH OF A WHITE WITNESS POST AND 2 FEET NORTHWEST OF
 GB1985'A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GB1985'PROCTOR 1949.
 GB1985'
 GB1985'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB1985'NORTHWEST ON STATE HIGHWAY NO. 52 FOR 3.85 MILES TO THE AZIMUTH MARK
 GB1985'ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE STATION ON
 GB1985'THE LEFT.
 GB1985'
 GB1985'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1985
 GB1985                          STATION RECOVERY (1951)
 GB1985
 GB1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB1985'3.8 MI NW FROM CELINA.
 GB1985'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1985'HOUSE AT CELINA, ABOUT 1.2 MILES WEST OF BRIDGE OVER NEW HOPE
 GB1985'BRANCH, AT THE JUNCTION OF A ROAD SOUTH TO A FARM HOUSE, 42 FEET
 GB1985'SOUTH OF CENTER LINE OF HIGHWAY, 18 FEET EAST OF CENTER LINE
 GB1985'OF ROAD SOUTH, 10 FEET SOUTH OF A FENCE LINE, 4 FEET EAST OF A
 GB1985'FENCE LINE, 19 FEET WEST-SOUTHWEST OF A POWER POLE WITH A
 GB1985'TRANSFORMER, 45.4 FEET EAST OF RM NO. 2, 23.2 FEET NORTH OF RM
 GB1985'NO. 1, 11 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1985'7 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1985'PROJECTING 2 INCHES.
 GB1985
 GB1985                          STATION RECOVERY (2002)
 GB1985
 GB1985'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1985'STATION PRESUMABLY DESTROYED BY ROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1988 ***********************************************************************
 GB1988  DESIGNATION -  PROCTOR AZ MK
 GB1988  PID         -  GB1988
 GB1988  STATE/COUNTY-  TN/CLAY
 GB1988  USGS QUAD   -  CELINA (1981)
 GB1988
 GB1988                         *CURRENT SURVEY CONTROL
 GB1988  ___________________________________________________________________
 GB1988* NAD 83(1986)-  36 34 43.     (N)    085 33 34.     (W)     SCALED    
 GB1988* NAVD 88     -       249.658  (meters)     819.09   (feet)  ADJUSTED  
 GB1988  ___________________________________________________________________
 GB1988  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB1988  DYNAMIC HT  -         249.447 (meters)     818.39  (feet)  COMP
 GB1988  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GB1988
 GB1988  VERT ORDER  -  SECOND    CLASS 0
 GB1988
 GB1988.The horizontal coordinates were scaled from a topographic map and have
 GB1988.an estimated accuracy of +/- 6 seconds.
 GB1988
 GB1988.The orthometric height was determined by differential leveling
 GB1988.and adjusted by the National Geodetic Survey in June 1991..
 GB1988
 GB1988.The geoid height was determined by GEOID03.
 GB1988
 GB1988.The dynamic height is computed by dividing the NAVD 88
 GB1988.geopotential number by the normal gravity value computed on the
 GB1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1988.degrees latitude (g = 980.6199 gals.).
 GB1988
 GB1988.The modeled gravity was interpolated from observed gravity values.
 GB1988
 GB1988;                    North         East    Units  Estimated Accuracy
 GB1988;SPC TN       -   249,210.      639,430.      MT  (+/- 180 meters Scaled)
 GB1988
 GB1988                          SUPERSEDED SURVEY CONTROL
 GB1988
 GB1988  NGVD 29 (??/??/92)  249.774  (m)          819.47   (f) ADJ UNCH    2 0
 GB1988
 GB1988.Superseded values are not recommended for survey control.
 GB1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1988.See file dsdata.txt to determine how the superseded data were derived.
 GB1988
 GB1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF288490(NAD 83)
 GB1988_MARKER: DZ = AZIMUTH MARK DISK
 GB1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1988_STAMPING: PROCTOR 1949
 GB1988_MARK LOGO: CGS   
 GB1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1988+STABILITY: SURFACE MOTION
 GB1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1988+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002
 GB1988
 GB1988  HISTORY     - Date     Condition        Report By
 GB1988  HISTORY     - 1949     MONUMENTED       CGS
 GB1988  HISTORY     - 1951     GOOD             CGS
 GB1988  HISTORY     - 20021118 GOOD             TNDT
 GB1988
 GB1988                          STATION DESCRIPTION
 GB1988
 GB1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1988'3.6 MI NW FROM CELINA.
 GB1988'ABOUT 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1988'HOUSE AT CELINA, ABOUT 0.95 MILE WEST OF A BRIDGE OVER NEW HOPE
 GB1988'BRANCH, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST
 GB1988'AND NORTHWEST, 26 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GB1988'2 1/2 FEET NORTH OF A POWER POLE WITH A GUY WIRE, 3 FEET NORTHWEST
 GB1988'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW HIGHWAY AND
 GB1988'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB1988
 GB1988                          STATION RECOVERY (2002)
 GB1988
 GB1988'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1988'STATION IS ON OLD HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1986 ***********************************************************************
 GB1986  DESIGNATION -  PROCTOR RM 1
 GB1986  PID         -  GB1986
 GB1986  STATE/COUNTY-  TN/CLAY
 GB1986  USGS QUAD   -  CELINA (1981)
 GB1986
 GB1986                         *CURRENT SURVEY CONTROL
 GB1986  ___________________________________________________________________
 GB1986* NAD 83(1986)-  36 34 48.     (N)    085 33 46.     (W)     SCALED    
 GB1986* NAVD 88     -       272.822  (meters)     895.08   (feet)  ADJUSTED  
 GB1986  ___________________________________________________________________
 GB1986  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB1986  DYNAMIC HT  -         272.592 (meters)     894.33  (feet)  COMP
 GB1986  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GB1986
 GB1986  VERT ORDER  -  SECOND    CLASS 0
 GB1986
 GB1986.The horizontal coordinates were scaled from a topographic map and have
 GB1986.an estimated accuracy of +/- 6 seconds.
 GB1986
 GB1986.The orthometric height was determined by differential leveling
 GB1986.and adjusted by the National Geodetic Survey in June 1991..
 GB1986
 GB1986.The geoid height was determined by GEOID03.
 GB1986
 GB1986.The dynamic height is computed by dividing the NAVD 88
 GB1986.geopotential number by the normal gravity value computed on the
 GB1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1986.degrees latitude (g = 980.6199 gals.).
 GB1986
 GB1986.The modeled gravity was interpolated from observed gravity values.
 GB1986
 GB1986;                    North         East    Units  Estimated Accuracy
 GB1986;SPC TN       -   249,360.      639,130.      MT  (+/- 180 meters Scaled)
 GB1986
 GB1986                          SUPERSEDED SURVEY CONTROL
 GB1986
 GB1986  NGVD 29 (??/??/92)  272.938  (m)          895.46   (f) ADJ UNCH    2 0
 GB1986
 GB1986.Superseded values are not recommended for survey control.
 GB1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1986.See file dsdata.txt to determine how the superseded data were derived.
 GB1986
 GB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF285492(NAD 83)
 GB1986_MARKER: DR = REFERENCE MARK DISK
 GB1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1986_STAMPING: PROCTOR NO 1 1949
 GB1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1986+STABILITY: SURFACE MOTION
 GB1986
 GB1986  HISTORY     - Date     Condition        Report By
 GB1986  HISTORY     - 1949     MONUMENTED       CGS
 GB1986  HISTORY     - 1951     GOOD             NGS
 GB1986
 GB1986                          STATION DESCRIPTION
 GB1986
 GB1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1986'3.8 MI NW FROM CELINA.
 GB1986'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1986'HOUSE AT CELINA, ABOUT 1.2 MILES WEST OF BRIDGE OVER NEW HOPE
 GB1986'BRANCH, AT JUNCTION OF A ROAD SOUTH TO A FARM HOUSE, 65 FEET
 GB1986'SOUTH OF CENTER LINE OF HIGHWAY, 35 FEET SOUTHWEST OF A POWER
 GB1986'POLE WITH A TRANSFORMER, 33 FEET SOUTH OF A FENCE LINE, 1 1/2
 GB1986'FEET EAST OF A FENCE LINE, 10 FEET EAST OF CENTER LINE OF ROAD
 GB1986'SOUTH, 23.2 FEET SOUTH OF STATION MARK, 52 FEET SOUTHEAST OF RM
 GB1986'NO. 2, ABOUT 1/2 FOOT ABOVE ROAD SOUTH AND SET IN THE TOP OF
 GB1986'A CONCRETE POST ABOUT 1 INCH BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1987 ***********************************************************************
 GB1987  CBN         -  This is a Cooperative Base Network Control Station.
 GB1987  DESIGNATION -  PROCTOR RM 2
 GB1987  PID         -  GB1987
 GB1987  STATE/COUNTY-  TN/CLAY
 GB1987  USGS QUAD   -  CELINA (1981)
 GB1987
 GB1987                         *CURRENT SURVEY CONTROL
 GB1987  ___________________________________________________________________
 GB1987* NAD 83(1995)-  36 34 48.94434(N)    085 33 47.35217(W)     ADJUSTED  
 GB1987* NAVD 88     -       272.773  (meters)     894.92   (feet)  ADJUSTED  
 GB1987  ___________________________________________________________________
 GB1987  X           -     396,709.635 (meters)                     COMP
 GB1987  Y           -  -5,112,715.836 (meters)                     COMP
 GB1987  Z           -   3,780,234.891 (meters)                     COMP
 GB1987  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 GB1987  ELLIP HEIGHT-         242.30  (meters)          (08/03/04) GPS OBS
 GB1987  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB1987  DYNAMIC HT  -         272.543 (meters)     894.17  (feet)  COMP
 GB1987  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GB1987
 GB1987  HORZ ORDER  -  A
 GB1987  VERT ORDER  -  SECOND    CLASS 0
 GB1987  ELLP ORDER  -  FOURTH    CLASS I
 GB1987
 GB1987.The horizontal coordinates were established by GPS observations
 GB1987.and adjusted by the National Geodetic Survey in August 2004..
 GB1987
 GB1987.The orthometric height was determined by differential leveling
 GB1987.and adjusted by the National Geodetic Survey in June 1991..
 GB1987
 GB1987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB1987
 GB1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1987
 GB1987.The ellipsoidal height was determined by GPS observations
 GB1987.and is referenced to NAD 83.
 GB1987
 GB1987.The geoid height was determined by GEOID03.
 GB1987
 GB1987.The dynamic height is computed by dividing the NAVD 88
 GB1987.geopotential number by the normal gravity value computed on the
 GB1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1987.degrees latitude (g = 980.6199 gals.).
 GB1987
 GB1987.The modeled gravity was interpolated from observed gravity values.
 GB1987
 GB1987;                    North         East     Units Scale Factor Converg.
 GB1987;SPC TN       -   249,390.146   639,098.303   MT  1.00003311   +0 15 20.7
 GB1987;SPC TN       -   818,207.50  2,096,775.02   sFT  1.00003311   +0 15 20.7
 GB1987;UTM  16      - 4,049,271.846   628,548.188   MT  0.99980359   +0 51 23.1
 GB1987
 GB1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1987!SPC TN       -   0.99996198  x   1.00003311  =   0.99999508
 GB1987!UTM  16      -   0.99996198  x   0.99980359  =   0.99976557
 GB1987
 GB1987                          SUPERSEDED SURVEY CONTROL
 GB1987
 GB1987  NAVD 88 (08/03/04)  272.77   (m)          894.9    (f) LEVELING    3  
 GB1987  NGVD 29 (??/??/92)  272.889  (m)          895.30   (f) ADJ UNCH    2 0
 GB1987
 GB1987.Superseded values are not recommended for survey control.
 GB1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1987.See file dsdata.txt to determine how the superseded data were derived.
 GB1987
 GB1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2854849272(NAD 83)
 GB1987_MARKER: DR = REFERENCE MARK DISK
 GB1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1987_STAMPING: PROCTOR NO 2 1949
 GB1987_MARK LOGO: CGS   
 GB1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1987+STABILITY: SURFACE MOTION
 GB1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1987+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB1987
 GB1987  HISTORY     - Date     Condition        Report By
 GB1987  HISTORY     - 1949     MONUMENTED       CGS
 GB1987  HISTORY     - 20021118 GOOD             TNDT
 GB1987  HISTORY     - 20031010 GOOD             TNDT
 GB1987
 GB1987                          STATION DESCRIPTION
 GB1987
 GB1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GB1987'3.8 MI NW FROM CELINA.
 GB1987'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1987'HOUSE AT CELINA, ABOUT 1.2 MILES NORTHWEST OF BRIDGE OVER NEW
 GB1987'HOPE BRANCH, AT JUNCTION OF A ROAD SOUTH TO A FARM HOUSE, 45 FEET
 GB1987'SOUTH OF CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTH OF A FENCE
 GB1987'LINE, 16 FEET WEST OF WEST GAP POST OF GAP ACROSS ROAD SOUTH TO
 GB1987'FARM HOUSE, 63 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 45.4
 GB1987'FEET WEST OF STATION MARK, 52 FEET NORTHWEST OF RM NO. 1, 1 1/2
 GB1987'FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1987'PROJECTING 3 INCHES.
 GB1987
 GB1987                          STATION RECOVERY (2002)
 GB1987
 GB1987'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1987'STATION IS ON OLD HIGHWAY 52 AT A GATE AT THE TOP OF A HILL.
 GB1987
 GB1987                          STATION RECOVERY (2003)
 GB1987
 GB1987'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB1987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0639 ***********************************************************************
 FE0639  DESIGNATION -  PROGRESS
 FE0639  PID         -  FE0639
 FE0639  STATE/COUNTY-  TN/MADISON
 FE0639  USGS QUAD   -  CLAYBROOK (1980)
 FE0639
 FE0639                         *CURRENT SURVEY CONTROL
 FE0639  ___________________________________________________________________
 FE0639* NAD 83(1995)-  35 41 59.29620(N)    088 41 20.11708(W)     ADJUSTED  
 FE0639* NAVD 88     -       175.574  (meters)     576.03   (feet)  ADJUSTED  
 FE0639  ___________________________________________________________________
 FE0639  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FE0639  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0639  DYNAMIC HT  -         175.418 (meters)     575.52  (feet)  COMP
 FE0639  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FE0639
 FE0639  HORZ ORDER  -  SECOND
 FE0639  VERT ORDER  -  SECOND    CLASS 0
 FE0639
 FE0639.The horizontal coordinates were established by classical geodetic methods
 FE0639.and adjusted by the National Geodetic Survey in April 1999..
 FE0639
 FE0639.The orthometric height was determined by differential leveling
 FE0639.and adjusted by the National Geodetic Survey in June 1991..
 FE0639
 FE0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0639
 FE0639.The geoid height was determined by GEOID03.
 FE0639
 FE0639.The dynamic height is computed by dividing the NAVD 88
 FE0639.geopotential number by the normal gravity value computed on the
 FE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0639.degrees latitude (g = 980.6199 gals.).
 FE0639
 FE0639.The modeled gravity was interpolated from observed gravity values.
 FE0639
 FE0639;                    North         East     Units Scale Factor Converg.
 FE0639;SPC TN       -   154,951.329   356,683.935   MT  0.99995113   -1 34 27.1
 FE0639;SPC TN       -   508,369.49  1,170,220.54   sFT  0.99995113   -1 34 27.1
 FE0639;UTM  16      - 3,951,967.609   347,199.608   MT  0.99988771   -0 59 08.7
 FE0639
 FE0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0639!SPC TN       -   0.99997687  x   0.99995113  =   0.99992800
 FE0639!UTM  16      -   0.99997687  x   0.99988771  =   0.99986458
 FE0639
 FE0639:                Primary Azimuth Mark                     Grid Az
 FE0639:SPC TN       -  PROGRESS AZ MK                           098 21 45.2
 FE0639:UTM  16      -  PROGRESS AZ MK                           097 46 26.8
 FE0639
 FE0639|---------------------------------------------------------------------|
 FE0639| PID    Reference Object                     Distance      Geod. Az  |
 FE0639|                                                           dddmmss.s |
 FE0639| CG4101 PROGRESS AZ MK                                     0964718.1 |
 FE0639| FE0638 PROGRESS RM 1                        26.033 METERS 13243     |
 FE0639| FE0640 PROGRESS 2                           32.345 METERS 27647     |
 FE0639| FE0641 PROGRESS RM 2                        22.955 METERS 29044     |
 FE0639|---------------------------------------------------------------------|
 FE0639
 FE0639                          SUPERSEDED SURVEY CONTROL
 FE0639
 FE0639  NAD 83(1995)-  35 41 59.30040(N)    088 41 20.12308(W) AD(       ) 2
 FE0639  NAD 83(1986)-  35 41 59.30750(N)    088 41 20.11827(W) AD(       ) 2
 FE0639  NAD 27      -  35 41 59.06010(N)    088 41 19.91820(W) AD(       ) 2
 FE0639  NGVD 29 (??/??/??)  175.608  (m)          576.14   (f) ADJUSTED    2 0
 FE0639
 FE0639.Superseded values are not recommended for survey control.
 FE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0639.See file dsdata.txt to determine how the superseded data were derived.
 FE0639
 FE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4720051968(NAD 83)
 FE0639_MARKER: DE = TRAVERSE STATION DISK
 FE0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0639_STAMPING: PROGRESS 1959
 FE0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0639+STABILITY: SURFACE MOTION
 FE0639
 FE0639  HISTORY     - Date     Condition        Report By
 FE0639  HISTORY     - 1959     MONUMENTED       CGS
 FE0639  HISTORY     - 1959     GOOD             CGS
 FE0639  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE0639
 FE0639                          STATION DESCRIPTION
 FE0639
 FE0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0639'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF JACKSON, ABOUT 4.5
 FE0639'MILES SOUTH OF SPRING CREEK, 36 FEET WEST OF THE CENTER OF A
 FE0639'TRACK ROAD, 31 FEET SOUTHWEST OF A TRIANGLE BLAZED PINE TREE AND 3
 FE0639'FEET EAST OF A WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE
 FE0639'DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF
 FE0639'THE GROUND AND IS STAMPED PROGRESS 1959.
 FE0639'
 FE0639'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0639'BELOW THE GROUND AND IS STAMPED PROGRESS 1959.
 FE0639'
 FE0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 FE0639'STATE HIGHWAY NO. 20, WHICH IS ABOUT 6 MILES NORTHEAST OF JACKSON, GO
 FE0639'EAST ON STATE HIGHWAY NO. 20 FOR 2.7 MILES TO H. BROWN CHURCH ROAD ON
 FE0639'THE LEFT, TURN LEFT AND GO NORTH ON H. BROWN CHURCH ROAD FOR 0.75
 FE0639'MILE TO A FORK AND THE END OF THE OILED ROAD, TAKE THE RIGHT FORK AND
 FE0639'GO EAST ON THE GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD ON THE
 FE0639'LEFT AND A OLD RED HOUSE, TURN LEFT AND GO NORTH ON THE TRACK ROAD
 FE0639'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 FE0639'FORK, TAKE THE LEFT FORK AND GO WESTERLY FOR 0.1 MILE TO THE STATION
 FE0639'ON THE LEFT AS DESCRIBED.
 FE0639'
 FE0639'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE CENTER OF THE TRACK ROAD
 FE0639'AND 6 FEET WEST OF THE SOUTHWEST CORNER OF THE FIELD. THE MARK
 FE0639'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED PROGRESS
 FE0639'NO 1 1959.
 FE0639'
 FE0639'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF A OLD FENCE LINE. THE
 FE0639'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE0639'PROGRESS NO 2 1959.
 FE0639'
 FE0639'AZIMUTH MARK IS 120 FEET NORTH OF THE CENTER OF THE FORKS IN THE
 FE0639'TRACK ROADS, 55 FEET NORTHEAST OF A LONE OAK TREE AND 2 FEET
 FE0639'NORTH OF A WITNESS SIGN. THE MARK IS SET FLUSH WITH THE SURFACE OF
 FE0639'THE GROUND AND IS STAMPED PROGRESS 1959.
 FE0639'
 FE0639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE TRACK
 FE0639'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FE0639'
 FE0639'NOTE- THIS STATION IS A PACK FROM THE OLD RED HOUSE WHEN WET.
 FE0639'
 FE0639'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE0639
 FE0639                          STATION RECOVERY (1959)
 FE0639
 FE0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0639'17.1 MI NE FROM JACKSON.
 FE0639'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0639'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0639'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S. HIGHWAY
 FE0639'70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE 1.4
 FE0639'MILES NORTHEAST ALONG BROWNS CHURCH ROAD, THENCE 0.25 MILE NORTH
 FE0639'ALONG A FIELD ROAD.  IT IS 36 FEET WEST OF THE CENTER OF A
 FE0639'TRACK ROAD, 31 FEET SOUTHWEST OF A TRIANGLE BLAZED PINE TREE AND
 FE0639'3 FEET EAST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A
 FE0639'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0639
 FE0639                          STATION RECOVERY (1961)
 FE0639
 FE0639'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0639'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 FE0639'AND FOUND IN GOOD CONDITION. A THROUGH SEARCH WAS MADE FOR
 FE0639'REFERENCE MARK NO. 1, BUT IT WAS IN THE PRESENT CONSTRUCTION AREA FOR
 FE0639'INTERSTATE HIGHWAY 40, AND IS PRESUMED LOST. DUE TO CONTINUED
 FE0639'CONSTRUCTION IN THIS AREA, THE STATION MARK AND REFERENCE MARK NO. 2
 FE0639'WOULD ALSO BE DESTROYED.
 FE0639'
 FE0639'A NEW STATION PROGRESS 2 1961, REFERENCE MARK NO. 3, AND REFERENCE
 FE0639'MARK NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL
 FE0639'SURVEYS PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE
 FE0639'ORIGINAL AZIMUTH MARK WAS RETAINED.
 FE0639'
 FE0639'THE NEW STATION PROGRESS 2 1961, WAS ESTABLISHED ON AN EXTENDED LINE
 FE0639'THROUGH THE OLD STATION AND THE AZIMUTH MARK.
 FE0639'
 FE0639'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0639'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0639'OLD STATION PROGRESS 1959, AND REFERENCE MARK NO. 2 1959 WERE
 FE0639'DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST AND
 FE0639'GEODETIC SURVEY OFFICE.
 FE0639'
 FE0639'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK PROGRESS 1959,
 FE0639'WHICH WAS NOT DISTURBED, THE ORIGINAL STATION PROGRESS 1959
 FE0639'SHALL BE CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0640 ***********************************************************************
 FE0640  DESIGNATION -  PROGRESS 2
 FE0640  PID         -  FE0640
 FE0640  STATE/COUNTY-  TN/MADISON
 FE0640  USGS QUAD   -  CLAYBROOK (1980)
 FE0640
 FE0640                         *CURRENT SURVEY CONTROL
 FE0640  ___________________________________________________________________
 FE0640* NAD 83(1995)-  35 41 59.42028(N)    088 41 21.39466(W)     ADJUSTED  
 FE0640* NAVD 88     -       175.55   (+/-2cm)     576.0    (feet)  VERTCON   
 FE0640  ___________________________________________________________________
 FE0640  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FE0640  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0640
 FE0640  HORZ ORDER  -  THIRD
 FE0640  VERT ORDER  -  THIRD (See Below)
 FE0640
 FE0640.The horizontal coordinates were established by classical geodetic methods
 FE0640.and adjusted by the National Geodetic Survey in April 1999..
 FE0640.No horizontal observational check was made to the station.
 FE0640
 FE0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0640.The vertical order pertains to the NGVD 29 superseded value.
 FE0640
 FE0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0640
 FE0640.The geoid height was determined by GEOID03.
 FE0640
 FE0640;                    North         East     Units Scale Factor Converg.
 FE0640;SPC TN       -   154,956.034   356,651.935   MT  0.99995113   -1 34 27.9
 FE0640;SPC TN       -   508,384.92  1,170,115.56   sFT  0.99995113   -1 34 27.9
 FE0640;UTM  16      - 3,951,971.984   347,167.564   MT  0.99988783   -0 59 09.4
 FE0640
 FE0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0640!SPC TN       -   0.99997688  x   0.99995113  =   0.99992801
 FE0640!UTM  16      -   0.99997688  x   0.99988783  =   0.99986471
 FE0640
 FE0640                          SUPERSEDED SURVEY CONTROL
 FE0640
 FE0640  NAD 83(1995)-  35 41 59.42448(N)    088 41 21.40065(W) AD(       ) 3
 FE0640  NAD 83(1986)-  35 41 59.43158(N)    088 41 21.39584(W) AD(       ) 3
 FE0640  NAD 27      -  35 41 59.18420(N)    088 41 21.19570(W) AD(       ) 3
 FE0640  NGVD 29 (??/??/??)  175.58   (m)          576.0    (f) RESET       3  
 FE0640
 FE0640.Superseded values are not recommended for survey control.
 FE0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0640.See file dsdata.txt to determine how the superseded data were derived.
 FE0640
 FE0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4716851972(NAD 83)
 FE0640_MARKER: DE = TRAVERSE STATION DISK
 FE0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0640_STAMPING: PROGRESS 2 1961
 FE0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0640+STABILITY: SURFACE MOTION
 FE0640
 FE0640  HISTORY     - Date     Condition        Report By
 FE0640  HISTORY     - 1961     MONUMENTED       TNHD
 FE0640  HISTORY     - 1961     GOOD             TNHD
 FE0640
 FE0640                          STATION DESCRIPTION
 FE0640
 FE0640'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE0640'THE STATION IS LOCATED ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 40,
 FE0640'ABOUT 10 MILE NORTHEAST OF JACKSON, AND 4.5 MILES SOUTH OF
 FE0640'SPRING CREEK.
 FE0640'
 FE0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 FE0640'INTERSTATE HIGHWAY 40, EAST OF JACKSON, GO EASTERLY ON INTERSTATE
 FE0640'HIGHWAY 40 FOR 1.4 MILES TO A GRADE SEPARATION, CONTINUE EASTERLY ON
 FE0640'INTERSTATE HIGHWAY 40 FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 FE0640'DESCRIBED.
 FE0640'
 FE0640'THE STATION IS A STANDARD DISK, STAMPED PROGRESS 2 1961, SET IN A
 FE0640'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH. IT IS
 FE0640'3.1 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 FE0640'
 FE0640'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED PROGRESS 2 NO 3
 FE0640'1961, SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT
 FE0640'IS 63 FEET NORTHEAST OF A WITNESS POST, AND ABOUT THE SAME ELEVATION
 FE0640'AS THE STATION.
 FE0640'
 FE0640'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED PROGRESS 2 NO 4
 FE0640'1961, SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT
 FE0640'IS 62 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT THE SAME ELEVATION
 FE0640'AS THE STATION.
 FE0640'
 FE0640'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PROGRESS 1959, SET IN A
 FE0640'FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS 120 FEET NORTH OF
 FE0640'THE CENTER OF A FORK IN A TRACK ROAD, 55 FEET NORTHEAST OF A LONE OAK
 FE0640'TREE, AND 2.0 FEET NORTH OF A WITNESS POST.
 FE0640'
 FE0640'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK DIAGONALLY ACROSS
 FE0640'THE INTERSTATE HIGHWAY, AND ACROSS OPEN PASTURE TOWARD A LONE
 FE0640'OAK TREE FOR ABOUT 0.25 MILE TO THE MARK AS DESCRIBED.
 FE0640'
 FE0640'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION PROGRESS
 FE0640'1959 (NOW DESTROYED) AND PROGRESS 2 1961 IS 106.120 FT.-(32.345 M).
 FE0640
 FE0640                          STATION RECOVERY (1961)
 FE0640
 FE0640'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE0640'3.6 MI N FROM JACKSON.
 FE0640'FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN
 FE0640'JACKSON, GO 3.65 MILES NORTH ON STATE HIGHWAY 20, THEN 8.85 MILES
 FE0640'NORTHEAST ON INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTH ON
 FE0640'U.S. HIGHWAY 70, THEN 2.6 MILES NORTHEAST ON STATE HIGHWAY 20,
 FE0640'THEN 1.4 MILES NORTHEAST ALONG BROWNS CHURCH ROAD, THEN 0.25 MILE
 FE0640'NORTH ON A FIELD ROAD.  THE STATION MARK IS 3.1 FEET SOUTHWEST
 FE0640'OF A WITNESS SIGN AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 FE0640'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0642 ***********************************************************************
 FE0642  DESIGNATION -  PROGRESS 2 RM 3
 FE0642  PID         -  FE0642
 FE0642  STATE/COUNTY-  TN/MADISON
 FE0642  USGS QUAD   -  CLAYBROOK (1980)
 FE0642
 FE0642                         *CURRENT SURVEY CONTROL
 FE0642  ___________________________________________________________________
 FE0642* NAD 83(1986)-  35 41 59.     (N)    088 41 21.     (W)     SCALED    
 FE0642* NAVD 88     -       175.82   (+/-2cm)     576.8    (feet)  VERTCON   
 FE0642  ___________________________________________________________________
 FE0642  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0642
 FE0642  VERT ORDER  -  THIRD (See Below)
 FE0642
 FE0642.The horizontal coordinates were scaled from a topographic map and have
 FE0642.an estimated accuracy of +/- 6 seconds.
 FE0642
 FE0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0642.The vertical order pertains to the NGVD 29 superseded value.
 FE0642
 FE0642.The geoid height was determined by GEOID03.
 FE0642
 FE0642;                    North         East    Units  Estimated Accuracy
 FE0642;SPC TN       -   154,940.      356,660.      MT  (+/- 180 meters Scaled)
 FE0642
 FE0642                          SUPERSEDED SURVEY CONTROL
 FE0642
 FE0642  NGVD 29 (??/??/??)  175.85   (m)          576.9    (f) RESET       3  
 FE0642
 FE0642.Superseded values are not recommended for survey control.
 FE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0642.See file dsdata.txt to determine how the superseded data were derived.
 FE0642
 FE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE471519(NAD 83)
 FE0642_MARKER: DR = REFERENCE MARK DISK
 FE0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0642_STAMPING: PROGRESS 2 NO 3 1961
 FE0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0642+STABILITY: SURFACE MOTION
 FE0642
 FE0642  HISTORY     - Date     Condition        Report By
 FE0642  HISTORY     - 1961     MONUMENTED       TNHD
 FE0642
 FE0642                          STATION DESCRIPTION
 FE0642
 FE0642'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0642'3.6 MI N FROM JACKSON.
 FE0642'FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN
 FE0642'JACKSON, GO 3.65 MILES NORTH ON STATE HIGHWAY 20, THEN 8.85 MILES
 FE0642'NORTHEAST ON INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTH ON U.S.
 FE0642'HIGHWAY 70, THEN 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THEN 1.4
 FE0642'MILES NORTHEAST ALONG BROWNS CHURCH ROAD, THEN 0.25 MILE NORTH ON
 FE0642'A FIELD ROAD.  THIS MARK IS LOCATED AT THE PROGRESS 2 1961
 FE0642'STATION SITE, 66.1 FEET NORTHEAST OF THE STATION SITE AND 63 FEET
 FE0642'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FE0642'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0643 ***********************************************************************
 FE0643  DESIGNATION -  PROGRESS 2 RM 4
 FE0643  PID         -  FE0643
 FE0643  STATE/COUNTY-  TN/MADISON
 FE0643  USGS QUAD   -  CLAYBROOK (1980)
 FE0643
 FE0643                         *CURRENT SURVEY CONTROL
 FE0643  ___________________________________________________________________
 FE0643* NAD 83(1986)-  35 41 59.     (N)    088 41 21.     (W)     SCALED    
 FE0643* NAVD 88     -       175.26   (+/-2cm)     575.0    (feet)  VERTCON   
 FE0643  ___________________________________________________________________
 FE0643  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0643
 FE0643  VERT ORDER  -  THIRD (See Below)
 FE0643
 FE0643.The horizontal coordinates were scaled from a topographic map and have
 FE0643.an estimated accuracy of +/- 6 seconds.
 FE0643
 FE0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0643.The vertical order pertains to the NGVD 29 superseded value.
 FE0643
 FE0643.The geoid height was determined by GEOID03.
 FE0643
 FE0643;                    North         East    Units  Estimated Accuracy
 FE0643;SPC TN       -   154,940.      356,660.      MT  (+/- 180 meters Scaled)
 FE0643
 FE0643                          SUPERSEDED SURVEY CONTROL
 FE0643
 FE0643  NGVD 29 (??/??/??)  175.29   (m)          575.1    (f) RESET       3  
 FE0643
 FE0643.Superseded values are not recommended for survey control.
 FE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0643.See file dsdata.txt to determine how the superseded data were derived.
 FE0643
 FE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE471519(NAD 83)
 FE0643_MARKER: DR = REFERENCE MARK DISK
 FE0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0643_STAMPING: PROGRESS 2 NO 4 1961
 FE0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0643+STABILITY: SURFACE MOTION
 FE0643
 FE0643  HISTORY     - Date     Condition        Report By
 FE0643  HISTORY     - 1961     MONUMENTED       TNHD
 FE0643
 FE0643                          STATION DESCRIPTION
 FE0643
 FE0643'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0643'3.6 MI N FROM JACKSON.
 FE0643'FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN
 FE0643'JACKSON, GO 3.65 MILES NORTH ON STATE HIGHWAY 20, THEN 8.85 MILES
 FE0643'NORTHEAST ON INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTH ON U.S.
 FE0643'HIGHWAY 70, THEN 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THEN 1.4
 FE0643'MILES NORTHEAST ALONG BROWNS CHURCH ROAD, THEN 0.25 MILE NORTH ON
 FE0643'A FIELD ROAD.  THIS MARK IS LOCATED AT THE PROGRESS 2 1961 STATION
 FE0643'SITE, 60 FEET SOUTHWEST OF THE STATION MARK, AND 62 FEET SOUTHWEST
 FE0643'OF WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FE0643'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0638 ***********************************************************************
 FE0638  DESIGNATION -  PROGRESS RM 1
 FE0638  PID         -  FE0638
 FE0638  STATE/COUNTY-  TN/MADISON
 FE0638  USGS QUAD   -  CLAYBROOK (1980)
 FE0638
 FE0638                         *CURRENT SURVEY CONTROL
 FE0638  ___________________________________________________________________
 FE0638* NAD 83(1986)-  35 41 59.     (N)    088 41 19.     (W)     SCALED    
 FE0638* NAVD 88     -       175.636  (meters)     576.23   (feet)  ADJUSTED  
 FE0638  ___________________________________________________________________
 FE0638  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0638  DYNAMIC HT  -         175.480 (meters)     575.72  (feet)  COMP
 FE0638  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FE0638
 FE0638  VERT ORDER  -  SECOND    CLASS 0
 FE0638
 FE0638.The horizontal coordinates were scaled from a topographic map and have
 FE0638.an estimated accuracy of +/- 6 seconds.
 FE0638
 FE0638.The orthometric height was determined by differential leveling
 FE0638.and adjusted by the National Geodetic Survey in June 1991..
 FE0638
 FE0638.The geoid height was determined by GEOID03.
 FE0638
 FE0638.The dynamic height is computed by dividing the NAVD 88
 FE0638.geopotential number by the normal gravity value computed on the
 FE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0638.degrees latitude (g = 980.6199 gals.).
 FE0638
 FE0638.The modeled gravity was interpolated from observed gravity values.
 FE0638
 FE0638;                    North         East    Units  Estimated Accuracy
 FE0638;SPC TN       -   154,940.      356,710.      MT  (+/- 180 meters Scaled)
 FE0638
 FE0638                          SUPERSEDED SURVEY CONTROL
 FE0638
 FE0638  NGVD 29 (??/??/??)  175.669  (m)          576.34   (f) ADJUSTED    2 0
 FE0638
 FE0638.Superseded values are not recommended for survey control.
 FE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0638.See file dsdata.txt to determine how the superseded data were derived.
 FE0638
 FE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE472519(NAD 83)
 FE0638_MARKER: DR = REFERENCE MARK DISK
 FE0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0638_STAMPING: PROGRESS NO 1 1959
 FE0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0638+STABILITY: SURFACE MOTION
 FE0638
 FE0638  HISTORY     - Date     Condition        Report By
 FE0638  HISTORY     - 1959     MONUMENTED       CGS
 FE0638  HISTORY     - 1959     GOOD             CGS
 FE0638
 FE0638                          STATION DESCRIPTION
 FE0638
 FE0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0638'17.1 MI NE FROM JACKSON.
 FE0638'IT IS LOCATED AT THE PROGRESS 1959 STATION SITE, 85.41 FEET
 FE0638'SOUTHEAST OF THE STATION MARK, 15 FEET EAST OF THE CENTER OF A
 FE0638'TRACK ROAD, 6 FEET WEST OF THE SOUTHWEST CORNER OF THE FIELD.
 FE0638'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FE0638'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0641 ***********************************************************************
 FE0641  DESIGNATION -  PROGRESS RM 2
 FE0641  PID         -  FE0641
 FE0641  STATE/COUNTY-  TN/MADISON
 FE0641  USGS QUAD   -  CLAYBROOK (1980)
 FE0641
 FE0641                         *CURRENT SURVEY CONTROL
 FE0641  ___________________________________________________________________
 FE0641* NAD 83(1986)-  35 41 59.     (N)    088 41 19.     (W)     SCALED    
 FE0641* NAVD 88     -       175.753  (meters)     576.62   (feet)  ADJUSTED  
 FE0641  ___________________________________________________________________
 FE0641  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0641  DYNAMIC HT  -         175.597 (meters)     576.10  (feet)  COMP
 FE0641  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FE0641
 FE0641  VERT ORDER  -  SECOND    CLASS 0
 FE0641
 FE0641.The horizontal coordinates were scaled from a topographic map and have
 FE0641.an estimated accuracy of +/- 6 seconds.
 FE0641
 FE0641.The orthometric height was determined by differential leveling
 FE0641.and adjusted by the National Geodetic Survey in June 1991..
 FE0641
 FE0641.The geoid height was determined by GEOID03.
 FE0641
 FE0641.The dynamic height is computed by dividing the NAVD 88
 FE0641.geopotential number by the normal gravity value computed on the
 FE0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0641.degrees latitude (g = 980.6199 gals.).
 FE0641
 FE0641.The modeled gravity was interpolated from observed gravity values.
 FE0641
 FE0641;                    North         East    Units  Estimated Accuracy
 FE0641;SPC TN       -   154,940.      356,710.      MT  (+/- 180 meters Scaled)
 FE0641
 FE0641                          SUPERSEDED SURVEY CONTROL
 FE0641
 FE0641  NGVD 29 (??/??/??)  175.787  (m)          576.73   (f) ADJUSTED    2 0
 FE0641
 FE0641.Superseded values are not recommended for survey control.
 FE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0641.See file dsdata.txt to determine how the superseded data were derived.
 FE0641
 FE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE472519(NAD 83)
 FE0641_MARKER: DR = REFERENCE MARK DISK
 FE0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0641_STAMPING: PROGRESS NO 2 1959
 FE0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0641+STABILITY: SURFACE MOTION
 FE0641
 FE0641  HISTORY     - Date     Condition        Report By
 FE0641  HISTORY     - 1959     MONUMENTED       CGS
 FE0641  HISTORY     - 1959     GOOD             CGS
 FE0641
 FE0641                          STATION DESCRIPTION
 FE0641
 FE0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0641'17.1 MI NE FROM JACKSON.
 FE0641'IT IS LOCATED AT THE PROGRESS 1959 STATION SITE, 75.3 FEET WEST
 FE0641'OF THE STATION MARK, 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK IS
 FE0641'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 FE0641'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2556 ***********************************************************************
 GC2556  DESIGNATION -  PROMISE
 GC2556  PID         -  GC2556
 GC2556  STATE/COUNTY-  TN/DICKSON
 GC2556  USGS QUAD   -  CHARLOTTE (1983)
 GC2556
 GC2556                         *CURRENT SURVEY CONTROL
 GC2556  ___________________________________________________________________
 GC2556* NAD 83(1995)-  36 12 53.16239(N)    087 19 38.67075(W)     ADJUSTED  
 GC2556* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 GC2556  ___________________________________________________________________
 GC2556  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GC2556  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2556
 GC2556  HORZ ORDER  -  SECOND
 GC2556
 GC2556.The horizontal coordinates were established by classical geodetic methods
 GC2556.and adjusted by the National Geodetic Survey in April 1999..
 GC2556
 GC2556.The orthometric height was scaled from a topographic map.
 GC2556
 GC2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2556
 GC2556.The geoid height was determined by GEOID03.
 GC2556
 GC2556;                    North         East     Units Scale Factor Converg.
 GC2556;SPC TN       -   209,554.705   480,648.496   MT  0.99997041   -0 46 37.6
 GC2556;SPC TN       -   687,514.06  1,576,927.61   sFT  0.99997041   -0 46 37.6
 GC2556;UTM  16      - 4,007,819.394   470,571.615   MT  0.99961067   -0 11 36.4
 GC2556
 GC2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2556!SPC TN       -   0.99996485  x   0.99997041  =   0.99993526
 GC2556!UTM  16      -   0.99996485  x   0.99961067  =   0.99957553
 GC2556
 GC2556|---------------------------------------------------------------------|
 GC2556| PID    Reference Object                     Distance      Geod. Az  |
 GC2556|                                                           dddmmss.s |
 GC2556| CG6409 PROMISE RM 3                         94.211 METERS 19538     |
 GC2556| CG6408 PROMISE RM 2                         44.178 METERS 19605     |
 GC2556| GC2564 SYLVIA ST FOREST LOT HR 32          APPROX.11.3 KM 2314033.5 |
 GC2556| CG6405 PROMISE AZ MK                                      2474228.7 |
 GC2556| CG6407 PROMISE RM 1                         34.360 METERS 28405     |
 GC2556| CG6406 PROMISE AZ MK RESET                                3034251.7 |
 GC2556|---------------------------------------------------------------------|
 GC2556
 GC2556                          SUPERSEDED SURVEY CONTROL
 GC2556
 GC2556  NAD 83(1995)-  36 12 53.16385(N)    087 19 38.67327(W) AD(       ) 2
 GC2556  NAD 83(1995)-  36 12 53.16554(N)    087 19 38.67445(W) AD(       ) 2
 GC2556  NAD 83(1986)-  36 12 53.17234(N)    087 19 38.67375(W) AD(       ) 2
 GC2556  NAD 27      -  36 12 52.97000(N)    087 19 38.64100(W) AD(       ) 2
 GC2556
 GC2556.Superseded values are not recommended for survey control.
 GC2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2556.See file dsdata.txt to determine how the superseded data were derived.
 GC2556
 GC2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7057207819(NAD 83)
 GC2556_MARKER: DS = TRIANGULATION STATION DISK
 GC2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2556
 GC2556  HISTORY     - Date     Condition        Report By
 GC2556  HISTORY     - 1934     MONUMENTED       CGS
 GC2556  HISTORY     - 1953     POOR             CGS
 GC2556
 GC2556                          STATION DESCRIPTION
 GC2556
 GC2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2556'ABOUT 2-1/4 MILES NORTH OF CHARLOTTE, ABOUT 1 MILE EAST OF ROUTE 48,
 GC2556'ON PROPERTY OF MRS. LEE HOOKER, 11 YARDS SOUTHWEST OF 16-INCH
 GC2556'TRIANGLE-BLAZED OAK TREE, 8 YARDS SOUTH OF WOODED AREAS, AND 11 YARDS
 GC2556'EAST-SOUTHEAST OF TRIPLE OAK TREE IN EDGE OF WOODS.  TO REACH FROM
 GC2556'JUNCTION OF ROUTES 48 AND 49 IN CHARLOTTE, GO NORTH 1.1 MILES ON
 GC2556'ROUTE 48 TO BOTTOM OF GRADE, TURN RIGHT AND GO 0.4 MILE ON
 GC2556'CROSSROAD, KEEP LEFT JUST PAST CHURCH ON LEFT, AND GO 1.7 MILES TO
 GC2556'T-ROAD ON RIGHT JUST AFTER CROSSING SMALL POLE BRIDGE, TURN RIGHT
 GC2556'AND GO 0.25 MILE TO WHERE ROAD ENTERS WOODS, TURN LEFT ALONG EDGE OF
 GC2556'WOODS THROUGH FIELD 75 YARDS TO STATION.  SURFACE AND UNDERGROUND
 GC2556'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2556'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 GC2556'NO. 1 IS IN FIELD OF SCRUB BUSHES, 10 YARDS SOUTH OF
 GC2556'EDGE OF WOODS, AND 112.73 FEET FROM STATION.
 GC2556'NO. 2 IS IN FIELD OF SCRUB BUSHES, 50 YARDS NORTHWEST OF
 GC2556'ROAD, AND 144.94 FEET FROM STATION.  AZIMUTH
 GC2556'MARK IS 3 YARDS WEST OF CENTER LINE OF ROAD, 26 YARDS NORTH OF
 GC2556'T-ROAD AND SMALL POLE BRIDGE, AND 0.15 MILE FROM STATION.
 GC2556
 GC2556                          STATION RECOVERY (1953)
 GC2556
 GC2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2556'STATION WAS RECOVERED AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 GC2556'IN GOOD CONDITION.  THE STATION MARK HAD BEEN DAMAGED AND WAS
 GC2556'REINFORCED BUT WAS NOT OTHERWISE ALTERED.  THE AZIMUTH MARK HAD BEEN
 GC2556'DESTROYED.  REFERENCE MARK NO. 2 WAS DESTROYED AT THE REQUEST OF
 GC2556'THE PROPERTY OWNER.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 GC2556'ESTABLISHED BY THIS PARTY.  THE DISTANCES TO REFERENCE MARKS NO.
 GC2556'1 AND NO. 2 CHECKED AND THE DIRECTION TO REFERENCE MARK NO. 1
 GC2556'CHECKED. THE DIRECTION TO REFERENCE MARK NO. 2 DID NOT CHECK.  THE
 GC2556'FOLLOWING INFORMATION WAS ADDED TO THE ORIGINAL DESCRIPTION-
 GC2556'
 GC2556'STATION IS NOW ON THE PROPERTY OF CHARLIE HOOPER.  IT IS 327 FEET
 GC2556'NORTH OF THE CENTER OF A GRAVEL ROAD, 311 FEET NORTH OF A WHITE
 GC2556'WITNESS POST AND 42 FEET SOUTHEAST OF A 14 INCH OAK TREE.  THE MARK
 GC2556'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PROMISE 1934.
 GC2556'
 GC2556'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF A 14 INCH OAK TREE.  THE
 GC2556'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED PROMISE NO
 GC2556'1 1934.
 GC2556'
 GC2556'REFERENCE MARK NO. 3 IS 18 FEET NORTH OF THE CENTER OF THE GRAVEL
 GC2556'ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GC2556'ABOUT 2 INCHES AND THE DISK IS STAMPED PROMISE NO 3 1934.
 GC2556'
 GC2556'AZIMUTH MARK IS 21 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 3
 GC2556'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A
 GC2556'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2556'PROMISE 1934 RESET 1953.
 GC2556'
 GC2556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 49 IN
 GC2556'THE NORTH PART OF CHARLOTTE, GO NORTH ON HIGHWAY 48 FOR 2.7 MILES
 GC2556'TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR
 GC2556'0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON
 GC2556'GRAVEL ROAD FOR 0.25 MILE TO A T INTERSECTION.  TURN RIGHT AND GO 0.3
 GC2556'MILE TO A FORK.  TAKE LEFT FORK AND GO 0.05 MILE TO REFERENCE MARK
 GC2556'NO. 3 ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 GC2556'
 GC2556'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2441 ***********************************************************************
 FE2441  DESIGNATION -  PROSPECT
 FE2441  PID         -  FE2441
 FE2441  STATE/COUNTY-  TN/HAYWOOD
 FE2441  USGS QUAD   -  BROWNSVILLE (1983)
 FE2441
 FE2441                         *CURRENT SURVEY CONTROL
 FE2441  ___________________________________________________________________
 FE2441* NAD 83(1995)-  35 33 11.37033(N)    089 19 06.56054(W)     ADJUSTED  
 FE2441* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FE2441  ___________________________________________________________________
 FE2441  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 FE2441  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2441
 FE2441  HORZ ORDER  -  THIRD
 FE2441
 FE2441.The horizontal coordinates were established by classical geodetic methods
 FE2441.and adjusted by the National Geodetic Survey in April 1999..
 FE2441
 FE2441.The orthometric height was scaled from a topographic map.
 FE2441
 FE2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2441
 FE2441.The geoid height was determined by GEOID03.
 FE2441
 FE2441;                    North         East     Units Scale Factor Converg.
 FE2441;SPC TN       -   140,439.109   299,183.587   MT  0.99996035   -1 56 34.0
 FE2441;SPC TN       -   460,757.31    981,571.49   sFT  0.99996035   -1 56 34.0
 FE2441;UTM  16      - 3,936,862.136   289,848.938   MT  1.00014426   -1 20 55.0
 FE2441
 FE2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2441!SPC TN       -   0.99998600  x   0.99996035  =   0.99994635
 FE2441!UTM  16      -   0.99998600  x   1.00014426  =   1.00013025
 FE2441
 FE2441:                Primary Azimuth Mark                     Grid Az
 FE2441:SPC TN       -  PROSPECT AZ MK                           049 54 51.9
 FE2441:UTM  16      -  PROSPECT AZ MK                           049 19 12.9
 FE2441
 FE2441|---------------------------------------------------------------------|
 FE2441| PID    Reference Object                     Distance      Geod. Az  |
 FE2441|                                                           dddmmss.s |
 FE2441| CG4103 PROSPECT AZ MK                                     0475817.9 |
 FE2441| CG4104 PROSPECT RM 1                        19.998 METERS 22745     |
 FE2441| CG4105 PROSPECT RM 2                        21.450 METERS 28314     |
 FE2441|---------------------------------------------------------------------|
 FE2441
 FE2441                          SUPERSEDED SURVEY CONTROL
 FE2441
 FE2441  NAD 83(1995)-  35 33 11.37564(N)    089 19 06.56194(W) AD(       ) 3
 FE2441  NAD 83(1986)-  35 33 11.38199(N)    089 19 06.56142(W) AD(       ) 3
 FE2441  NAD 27      -  35 33 11.09720(N)    089 19 06.31170(W) AD(       ) 3
 FE2441
 FE2441.Superseded values are not recommended for survey control.
 FE2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2441.See file dsdata.txt to determine how the superseded data were derived.
 FE2441
 FE2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8984936862(NAD 83)
 FE2441_MARKER: DS = TRIANGULATION STATION DISK
 FE2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2441
 FE2441  HISTORY     - Date     Condition        Report By
 FE2441  HISTORY     - 1958     MONUMENTED       CGS
 FE2441
 FE2441                          STATION DESCRIPTION
 FE2441
 FE2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2441'THE STATION IS ABOUT 4 MILES SOUTHEAST OF BROWNSVILLE, 9 MILES
 FE2441'NORTHEAST OF STANTON, AND IS ON HIGHWAY RIGHT OF WAY.  IT IS 6
 FE2441'FEET SOUTHWEST OF A WHITE WITNESS POST, 33 FEET NORTHWEST OF THE
 FE2441'CENTERLINE OF U.S. HIGHWAY 70-79, 36 FEET NORTHEAST OF THE
 FE2441'CENTERLINE OF A GRAVELED ROAD AND 59 FEET NORTH OF THE INTERSECTION
 FE2441'OF U.S. HIGHWAY 70-79 AND GRAVELED ROAD WEST.  THE MONUMENT IS FLUSH
 FE2441'AND THE DISK IS STAMPED PROSPECT 1958.
 FE2441'
 FE2441'TO REACH THE STATION FROM THE WEST SIDE OF BROWNSVILLE AND JUNCTION
 FE2441'OF U.S. HIGHWAY 70-79 AND STATE HIGHWAY 54-19, GO SOUTHWEST ON
 FE2441'U.S. HIGHWAY 70-79 FOR 3.5 MILES TO THE STATION ON THE RIGHT, WEST
 FE2441'SIDE OF THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE
 FE2441'STATION GO NORTHEAST ON 70-79 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 FE2441'RIGHT, EAST SIDE OF THE HIGHWAY.
 FE2441'
 FE2441'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A WIRE FENCE, 28 FEET
 FE2441'SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 34 FEET NORTHWEST
 FE2441'OF THE CENTERLINE OF U.S. HIGHWAY 70-79 AND 37 FEET NORTHEAST OF A
 FE2441'POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2441'PROSPECT NO 1 1958.
 FE2441'
 FE2441'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A WIRE FENCE, 16 FEET
 FE2441'SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 95 FEET NORTHWEST
 FE2441'OF THE CENTERLINE OF U.S. HIGHWAY 70-79.  THE MONUMENT IS FLUSH AND
 FE2441'THE DISK IS STAMPED PROSPECT NO 2 1958.
 FE2441'
 FE2441'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT
 FE2441'NORTHEAST OF A WIRE FENCE, 3 FEET SOUTH OF A 10 INCH LOCUST TREE
 FE2441'AND 28 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 70-79.  THE
 FE2441'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSPECT 1958.
 FE2441'
 FE2441'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2479 ***********************************************************************
 GC2479  DESIGNATION -  PROVIDENCE
 GC2479  PID         -  GC2479
 GC2479  STATE/COUNTY-  TN/MONTGOMERY
 GC2479  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2479
 GC2479                         *CURRENT SURVEY CONTROL
 GC2479  ___________________________________________________________________
 GC2479* NAD 83(1995)-  36 33 04.99095(N)    087 23 21.35977(W)     ADJUSTED  
 GC2479* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 GC2479  ___________________________________________________________________
 GC2479  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GC2479  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2479
 GC2479  HORZ ORDER  -  SECOND
 GC2479
 GC2479.The horizontal coordinates were established by classical geodetic methods
 GC2479.and adjusted by the National Geodetic Survey in April 1999..
 GC2479
 GC2479.The orthometric height was scaled from a topographic map.
 GC2479
 GC2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2479
 GC2479.The geoid height was determined by GEOID03.
 GC2479
 GC2479;                    North         East     Units Scale Factor Converg.
 GC2479;SPC TN       -   246,981.282   475,617.229   MT  1.00002667   -0 48 48.0
 GC2479;SPC TN       -   810,304.42  1,560,420.86   sFT  1.00002667   -0 48 48.0
 GC2479;UTM  16      - 4,045,178.564   465,162.097   MT  0.99961495   -0 13 54.6
 GC2479
 GC2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2479!SPC TN       -   0.99997845  x   1.00002667  =   1.00000511
 GC2479!UTM  16      -   0.99997845  x   0.99961495  =   0.99959340
 GC2479
 GC2479:                Primary Azimuth Mark                     Grid Az
 GC2479:SPC TN       -  CLARKSVILLE RADIO KID 279 MAST           047 55 14.6
 GC2479:UTM  16      -  CLARKSVILLE RADIO KID 279 MAST           047 20 21.2
 GC2479
 GC2479|---------------------------------------------------------------------|
 GC2479| PID    Reference Object                     Distance      Geod. Az  |
 GC2479|                                                           dddmmss.s |
 GC2479| GC2465 CLARKSVILLE RADIO KID 279 MAST      APPROX. 5.7 KM 0470626.6 |
 GC2479| GC2464 CLARKSVILLE N MUNICIPAL TANK        APPROX. 4.3 KM 1175408.9 |
 GC2479| GC2477 7 JWM                                 5.572 METERS 12428     |
 GC2479| GC2467 CLARKSVILLE S MUNICIPAL TANK        APPROX. 4.6 KM 1331215.9 |
 GC2479| GC2463 CLARKSVILLE MONTGOMERY CTHSE        APPROX. 3.9 KM 1341326.6 |
 GC2479| GC2466 CLARKSVILLE RADIO WJZM MAST         APPROX. 5.2 KM 1381719.8 |
 GC2479| CG6416 PROVIDENCE RM 1                      26.256 METERS 20724     |
 GC2479| CG6415 PROVIDENCE AZ MK                                   2632214.1 |
 GC2479|---------------------------------------------------------------------|
 GC2479
 GC2479                          SUPERSEDED SURVEY CONTROL
 GC2479
 GC2479  NAD 83(1995)-  36 33 04.99173(N)    087 23 21.36044(W) AD(       ) 2
 GC2479  NAD 83(1995)-  36 33 04.99677(N)    087 23 21.36413(W) AD(       ) 2
 GC2479  NAD 83(1986)-  36 33 05.00071(N)    087 23 21.36263(W) AD(       ) 2
 GC2479  NAD 27      -  36 33 04.82900(N)    087 23 21.33200(W) AD(       ) 2
 GC2479
 GC2479.Superseded values are not recommended for survey control.
 GC2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2479.See file dsdata.txt to determine how the superseded data were derived.
 GC2479
 GC2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6516245179(NAD 83)
 GC2479_MARKER: DS = TRIANGULATION STATION DISK
 GC2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2479
 GC2479  HISTORY     - Date     Condition        Report By
 GC2479  HISTORY     - 1953     MONUMENTED       CGS
 GC2479  HISTORY     - 1957     GOOD             CGS
 GC2479  HISTORY     - 1981     GOOD             NGS
 GC2479
 GC2479                          STATION DESCRIPTION
 GC2479
 GC2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2479'STATION IS LOCATED 1.0 MILE NORTHWEST OF CLARKSVILLE AT THE
 GC2479'INTERSECTION OF U.S. HIGHWAYS 41A AND 79 AND IN THE CENTER OF A
 GC2479'SMALL TRIANGLE FORMED BY THESE HIGHWAYS.  IT IS 176 FEET NORTHWEST OF
 GC2479'THE INTERSECTION, 39 FEET NORTH OF THE CENTER OF HIGHWAY 79
 GC2479'AND 36 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 41A.  THE MARK IS
 GC2479'FLUSH AND THE DISK IS STAMPED PROVIDENCE 1953.
 GC2479'
 GC2479'REFERENCE MARK NO. 1 IS 46 FEET SOUTH OF THE CENTER OF HIGHWAY 79 AND
 GC2479'4 FEET NORTHWEST OF THE NORTHEAST CORNER OF A BUILDING.  THE
 GC2479'DISK IS SET IN A DRILL HOLE IN A CONCRETE PORCH OF THE BUILDING AND
 GC2479'IS STAMPED PROVIDENCE NO 1 1953.
 GC2479'
 GC2479'7 JWM (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 30 FEET NORTH OF
 GC2479'THE CENTER OF HIGHWAY 79.  THE MARK IS A 6 X 6 INCH CONCRETE POST
 GC2479'PROJECTING 4 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK
 GC2479'DISK ATOP STAMPED 7 JWM 1946 548 (FEET ABOVE SEA LEVEL).
 GC2479'
 GC2479'AZIMUTH MARK IS 37 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 79
 GC2479'AND A PAVED ROAD, 3 FEET NORTH OF A FENCE LINE AND 2 FEET NORTHEAST
 GC2479'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GC2479'STAMPED PROVIDENCE 1953.
 GC2479'
 GC2479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2479'79 FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2479'
 GC2479'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2479
 GC2479                          STATION RECOVERY (1957)
 GC2479
 GC2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2479'STATION RECOVERED AS DESCRIBED.
 GC2479
 GC2479                          STATION RECOVERY (1981)
 GC2479
 GC2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2479'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GC2479'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  7 JWM
 GC2479'USGS BM WAS FOUND WITH THE TOP PORTION SHEARED OFF AND THE DISK
 GC2479'GONE.  A NEW DISK REFERENCE MARK 3 WAS SET IN THE POST.  THE 1953
 GC2479'DISTANCE TO REFERENCE MARK 1 WAS USED DUE TO HEAVY TRAFFIC.  A
 GC2479'NEW DESCRIPTION FOLLOWS.
 GC2479'
 GC2479'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF CLARKSVILLE, IN A
 GC2479'SMALL GRASSY TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 41A AND
 GC2479'79, 39 FEET NORTH OF THE CENTERLINE OF HIGHWAY 79, 18 FEET EAST OF A
 GC2479'UTILITY POLE, 30 FEET EAST OF THE WEST CONCRETE CURB OF THE TRIANGLE,
 GC2479'36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 41A AND 1 FOOT SOUTHEAST OF
 GC2479'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 GC2479'STAMPED---PROVIDENCE 1953---
 GC2479'
 GC2479'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---PROVIDENCE 1953
 GC2479'NO 1---SET IN A DRILL HOLE IN THE CONCRETE PORCH OF A BUILDING, 46
 GC2479'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 79, 4 FEET NORTHWEST OF THE
 GC2479'NORTHEAST CORNER OF THE BUILDING, 2 FEET NORTH OF THE NORTH WALL AND
 GC2479'2.5 FEET WEST OF THE EAST EDGE OF THE PORCH.
 GC2479'
 GC2479'REFERENCE MARK 3 IS 36 FEET SOUTHEAST OF THE UTILITY POLE, 45 FEET
 GC2479'EAST OF THE WEST CONCRETE CURB, 39 FEET SOUTH OF THE CENTERLINE OF
 GC2479'HIGHWAY 41A AND 30 FEET NORTH OF THE CENTERLINE OF HIGHWAY 79, THE
 GC2479'MONUMENT IS FLUSH AND THE DISK IS STAMPED---PROVIDENCE 1953 NO 3
 GC2479'1981---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0265 ***********************************************************************
 FC0265  DESIGNATION -  PROVIDENCE RESET
 FC0265  PID         -  FC0265
 FC0265  STATE/COUNTY-  TN/LOUDON
 FC0265  USGS QUAD   -  LENOIR CITY (1986)
 FC0265
 FC0265                         *CURRENT SURVEY CONTROL
 FC0265  ___________________________________________________________________
 FC0265* NAD 83(1986)-  35 46 40.     (N)    084 21 04.     (W)     SCALED    
 FC0265* NAVD 88     -       262.46   (+/-2cm)     861.1    (feet)  VERTCON   
 FC0265  ___________________________________________________________________
 FC0265  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0265
 FC0265  VERT ORDER  -  THIRD (See Below)
 FC0265
 FC0265.The horizontal coordinates were scaled from a topographic map and have
 FC0265.an estimated accuracy of +/- 6 seconds.
 FC0265
 FC0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0265.The vertical order pertains to the NGVD 29 superseded value.
 FC0265
 FC0265.The geoid height was determined by GEOID03.
 FC0265
 FC0265;                    North         East    Units  Estimated Accuracy
 FC0265;SPC TN       -   161,520.      749,070.      MT  (+/- 180 meters Scaled)
 FC0265
 FC0265                          SUPERSEDED SURVEY CONTROL
 FC0265
 FC0265  NGVD 29 (??/??/??)  262.57   (m)          861.4    (f) RESET       3  
 FC0265
 FC0265.Superseded values are not recommended for survey control.
 FC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0265.See file dsdata.txt to determine how the superseded data were derived.
 FC0265
 FC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE394625(NAD 83)
 FC0265_MARKER: DE = TRAVERSE STATION DISK
 FC0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0265_STAMPING: PROVIDENCE 1961 1965
 FC0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0265+STABILITY: SURFACE MOTION
 FC0265
 FC0265  HISTORY     - Date     Condition        Report By
 FC0265  HISTORY     - 1965     MONUMENTED       CGS
 FC0265
 FC0265                          STATION DESCRIPTION
 FC0265
 FC0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FC0265'6.2 MI SW FROM EATON CROSSROADS.
 FC0265'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0265'EATON SCHOOL, GO 1.65 MILE SOUTH ON STATE HIGHWAY 95 TO A PAVED
 FC0265'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 4.35
 FC0265'MILES TO A Y JUNCTION AND SIGN NEW PROVIDENCE CHURCH, TAKE THE
 FC0265'RIGHT FORK WEST AND NORTH FOR 0.15 MILE TO THE NEW PROVIDENCE
 FC0265'CHURCH ON THE LEFT AND THE NEW PROVIDENCE SCHOOL ON THE RIGHT,
 FC0265'TURN RIGHT ALONG THE SOUTH SIDE OF THE SCHOOL TO THE PLAYGROUND
 FC0265'AND THE STATION.  THE STATION IS 86 FEET SOUTHEAST OF THE SOUTHEAST
 FC0265'CORNER OF THE SCHOOL AND ON THE EDGE OF A SLOPING BANK AT THE
 FC0265'SOUTH SIDE OF AN OUTDOOR BASKETBALL COURT.  A STANDARD DISK SET
 FC0265'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0265'4 INCHES AND THE DISK IS STAMPED PROVIDENCE 1961 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0266 ***********************************************************************
 FC0266  DESIGNATION -  PROVIDENCE RM 1
 FC0266  PID         -  FC0266
 FC0266  STATE/COUNTY-  TN/LOUDON
 FC0266  USGS QUAD   -  LENOIR CITY (1986)
 FC0266
 FC0266                         *CURRENT SURVEY CONTROL
 FC0266  ___________________________________________________________________
 FC0266* NAD 83(1986)-  35 46 40.     (N)    084 21 04.     (W)     SCALED    
 FC0266* NAVD 88     -       262.839  (meters)     862.33   (feet)  ADJUSTED  
 FC0266  ___________________________________________________________________
 FC0266  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0266  DYNAMIC HT  -         262.587 (meters)     861.50  (feet)  COMP
 FC0266  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FC0266
 FC0266  VERT ORDER  -  SECOND    CLASS 0
 FC0266
 FC0266.The horizontal coordinates were scaled from a topographic map and have
 FC0266.an estimated accuracy of +/- 6 seconds.
 FC0266
 FC0266.The orthometric height was determined by differential leveling
 FC0266.and adjusted by the National Geodetic Survey in June 1991..
 FC0266
 FC0266.The geoid height was determined by GEOID03.
 FC0266
 FC0266.The dynamic height is computed by dividing the NAVD 88
 FC0266.geopotential number by the normal gravity value computed on the
 FC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0266.degrees latitude (g = 980.6199 gals.).
 FC0266
 FC0266.The modeled gravity was interpolated from observed gravity values.
 FC0266
 FC0266;                    North         East    Units  Estimated Accuracy
 FC0266;SPC TN       -   161,520.      749,070.      MT  (+/- 180 meters Scaled)
 FC0266
 FC0266                          SUPERSEDED SURVEY CONTROL
 FC0266
 FC0266  NGVD 29 (??/??/92)  262.951  (m)          862.70   (f) ADJ UNCH    2 0
 FC0266
 FC0266.Superseded values are not recommended for survey control.
 FC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0266.See file dsdata.txt to determine how the superseded data were derived.
 FC0266
 FC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE394625(NAD 83)
 FC0266_MARKER: DR = REFERENCE MARK DISK
 FC0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0266_STAMPING: PROVIDENCE NO 1 1961
 FC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0266+STABILITY: SURFACE MOTION
 FC0266
 FC0266  HISTORY     - Date     Condition        Report By
 FC0266  HISTORY     - 1961     MONUMENTED       CGS
 FC0266  HISTORY     - 1965     GOOD             NGS
 FC0266
 FC0266                          STATION DESCRIPTION
 FC0266
 FC0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0266'6.2 MI SW FROM EATON CROSSROADS.
 FC0266'THIS MARK IS LOCATED AT THE PROVIDENCE 1961 1965 TRAVERSE STATION
 FC0266'SITE 86.18 FEET NORTHEAST OF THE STATION MARK AND 20 FEET EAST
 FC0266'OF THE SOUTHEAST CORNER OF AN OUTDOOR BASKETBALL COURT.  THE
 FC0266'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FC0266'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED PROVIDENCE NO 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0267 ***********************************************************************
 FC0267  DESIGNATION -  PROVIDENCE RM 2
 FC0267  PID         -  FC0267
 FC0267  STATE/COUNTY-  TN/LOUDON
 FC0267  USGS QUAD   -  LENOIR CITY (1986)
 FC0267
 FC0267                         *CURRENT SURVEY CONTROL
 FC0267  ___________________________________________________________________
 FC0267* NAD 83(1986)-  35 46 40.     (N)    084 21 04.     (W)     SCALED    
 FC0267* NAVD 88     -       263.789  (meters)     865.45   (feet)  ADJUSTED  
 FC0267  ___________________________________________________________________
 FC0267  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0267  DYNAMIC HT  -         263.537 (meters)     864.62  (feet)  COMP
 FC0267  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FC0267
 FC0267  VERT ORDER  -  SECOND    CLASS 0
 FC0267
 FC0267.The horizontal coordinates were scaled from a topographic map and have
 FC0267.an estimated accuracy of +/- 6 seconds.
 FC0267
 FC0267.The orthometric height was determined by differential leveling
 FC0267.and adjusted by the National Geodetic Survey in June 1991..
 FC0267
 FC0267.The geoid height was determined by GEOID03.
 FC0267
 FC0267.The dynamic height is computed by dividing the NAVD 88
 FC0267.geopotential number by the normal gravity value computed on the
 FC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0267.degrees latitude (g = 980.6199 gals.).
 FC0267
 FC0267.The modeled gravity was interpolated from observed gravity values.
 FC0267
 FC0267;                    North         East    Units  Estimated Accuracy
 FC0267;SPC TN       -   161,520.      749,070.      MT  (+/- 180 meters Scaled)
 FC0267
 FC0267                          SUPERSEDED SURVEY CONTROL
 FC0267
 FC0267  NGVD 29 (??/??/92)  263.902  (m)          865.82   (f) ADJ UNCH    2 0
 FC0267
 FC0267.Superseded values are not recommended for survey control.
 FC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0267.See file dsdata.txt to determine how the superseded data were derived.
 FC0267
 FC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE394625(NAD 83)
 FC0267_MARKER: DR = REFERENCE MARK DISK
 FC0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0267_SP_SET: BUILDING
 FC0267_STAMPING: PROVIDENCE NO 2 1961
 FC0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0267
 FC0267  HISTORY     - Date     Condition        Report By
 FC0267  HISTORY     - 1961     MONUMENTED       CGS
 FC0267  HISTORY     - 1965     GOOD             NGS
 FC0267
 FC0267                          STATION DESCRIPTION
 FC0267
 FC0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0267'6.2 MI SW FROM EATON CROSSROADS.
 FC0267'THIS MARK IS LOCATED AT THE PROVIDENCE 1961 1965 TRAVERSE STATION
 FC0267'SITE, 129.30 FEET NORTHWEST OF THE STATION MARK AND AT THE
 FC0267'NORTHEAST CORNER OF THE SCHOOL BUILDING.  A STANDARD DISK CEMENTED
 FC0267'IN A DRILL HOLE IN THE FOUNDATION OF THE SCHOOL BUILDING AND
 FC0267'THE DISK IS STAMPED PROVIDENCE NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0707 ***********************************************************************
 GB0707  DESIGNATION -  PRUETT
 GB0707  PID         -  GB0707
 GB0707  STATE/COUNTY-  TN/ANDERSON
 GB0707  USGS QUAD   -  LAKE CITY (1973)
 GB0707
 GB0707                         *CURRENT SURVEY CONTROL
 GB0707  ___________________________________________________________________
 GB0707* NAD 83(1995)-  36 13 18.89673(N)    084 08 31.18977(W)     ADJUSTED  
 GB0707* NAVD 88     -       371.997  (meters)    1220.46   (feet)  ADJUSTED  
 GB0707  ___________________________________________________________________
 GB0707  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 GB0707  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0707  DYNAMIC HT  -         371.664 (meters)    1219.37  (feet)  COMP
 GB0707  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 GB0707
 GB0707  HORZ ORDER  -  SECOND
 GB0707  VERT ORDER  -  SECOND    CLASS 0
 GB0707
 GB0707.The horizontal coordinates were established by classical geodetic methods
 GB0707.and adjusted by the National Geodetic Survey in April 1999..
 GB0707
 GB0707.The orthometric height was determined by differential leveling
 GB0707.and adjusted by the National Geodetic Survey in June 1991..
 GB0707
 GB0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0707
 GB0707.The geoid height was determined by GEOID03.
 GB0707
 GB0707.The dynamic height is computed by dividing the NAVD 88
 GB0707.geopotential number by the normal gravity value computed on the
 GB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0707.degrees latitude (g = 980.6199 gals.).
 GB0707
 GB0707.The modeled gravity was interpolated from observed gravity values.
 GB0707
 GB0707;                    North         East     Units Scale Factor Converg.
 GB0707;SPC TN       -   211,124.130   767,038.946   MT  0.99997125   +1 05 15.9
 GB0707;SPC TN       -   692,663.08  2,516,526.94   sFT  0.99997125   +1 05 15.9
 GB0707;UTM  16      - 4,012,350.501   756,893.810   MT  1.00041321   +1 41 23.1
 GB0707
 GB0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0707!SPC TN       -   0.99994636  x   0.99997125  =   0.99991761
 GB0707!UTM  16      -   0.99994636  x   1.00041321  =   1.00035955
 GB0707
 GB0707|---------------------------------------------------------------------|
 GB0707| PID    Reference Object                     Distance      Geod. Az  |
 GB0707|                                                           dddmmss.s |
 GB0707| GB0705 PRUETT RM 1                          10.565 METERS 15937     |
 GB0707| GB0706 PRUETT RM 2                           8.278 METERS 25531     |
 GB0707| DC3055 PRUETT AZ MK                                       2611237.2 |
 GB0707|---------------------------------------------------------------------|
 GB0707
 GB0707                          SUPERSEDED SURVEY CONTROL
 GB0707
 GB0707  NAD 83(1995)-  36 13 18.90017(N)    084 08 31.19407(W) AD(       ) 2
 GB0707  NAD 83(1995)-  36 13 18.90094(N)    084 08 31.19375(W) AD(       ) 2
 GB0707  NAD 83(1986)-  36 13 18.90828(N)    084 08 31.18963(W) AD(       ) 2
 GB0707  NAD 27      -  36 13 18.63304(N)    084 08 31.47796(W) AD(       ) 2
 GB0707  NGVD 29 (??/??/92)  372.113  (m)         1220.84   (f) ADJ UNCH    2 0
 GB0707
 GB0707.Superseded values are not recommended for survey control.
 GB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0707.See file dsdata.txt to determine how the superseded data were derived.
 GB0707
 GB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5689412351(NAD 83)
 GB0707_MARKER: DE = TRAVERSE STATION DISK
 GB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0707_STAMPING: PRUETT 1961
 GB0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0707+STABILITY: SURFACE MOTION
 GB0707
 GB0707  HISTORY     - Date     Condition        Report By
 GB0707  HISTORY     - 1961     MONUMENTED       CGS
 GB0707  HISTORY     - 1961     GOOD             CGS
 GB0707  HISTORY     - 1964     GOOD             TNHD
 GB0707  HISTORY     - 1973     GOOD             TVA
 GB0707  HISTORY     - 1979     GOOD             NGS
 GB0707
 GB0707                          STATION DESCRIPTION
 GB0707
 GB0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0707'THE STATION IS LOCATED ABOUT 1 MILE EAST OF LAKE CITY ON THE PROPERTY
 GB0707'OF MR.  T.  T.  PRUETT.
 GB0707'
 GB0707'TO REACH FROM THE POST OFFICE IN LAKE CITY, GO SOUTH ON U. S. HIGHWAY
 GB0707'25W (MAIN STREET) FOR
 GB0707'0.15 MILE TO FOURTH STREET, TURN LEFT ON FOURTH
 GB0707'STREET AND GO 0.3 MILE TO A STEEL
 GB0707'BRIDGE OVER COAL CREEK, CROSS
 GB0707'BRIDGE AND GO IN EASTERLY DIRECTION ON SAVAGE GARDEN
 GB0707'ROAD FOR 0.3
 GB0707'MILE TO THE JUNCTION OF STEVEN ROAD ACROSS THE ROAD FROM WOODYS FOOD
 GB0707'MARKET.  TURN
 GB0707'SHARP LEFT ON STEVEN ROAD AND GO 0.3 MILE TO A Y
 GB0707'INTERSECTION, BEAR RIGHT UP HILL
 GB0707'AND GO 0.35 MILE TO PRUETT DRIVEWAY
 GB0707'ON THE RIGHT, TURN RIGHT AND GO ABOUT 200 FEET TO
 GB0707'RED BRICK HOME OF
 GB0707'EVERETT PRUETT.  HERE GO SOUTH PASSING THROUGH WOODEN GATE AND TO
 GB0707'THE LEFT OF FARM
 GB0707'BUILDING ON A FARM ROAD FOR 0.2 MILE, THEN RIGHT ACROSS
 GB0707'PASTURE LAND FOR 0.05 MILE TO
 GB0707'SUMMIT OF SMALL KNOLL AND STATION AS
 GB0707'DESCRIBED.
 GB0707'
 GB0707'THE STATION IS 53 FEET NORTHEAST OF AN 8-INCH PINE TREE, 40 FEET EAST
 GB0707'OF A 12-INCH PINE TREE,
 GB0707'30 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE AND 3.2
 GB0707'FEET SOUTHEAST OF A WITNESS POST.  IT
 GB0707'IS A STANDARD TRAVERSE DISK,
 GB0707'FLUSH, AND IS STAMPED PRUETT 1961.
 GB0707'
 GB0707'REFERENCE MARK NO. 1 IS A STANDARD DISK, PROJECTING 3 INCHES, AND IS
 GB0707'STAMPED PRUETT NO 1 1961.
 GB0707'
 GB0707'REFERENCE MARK NO. 2 IS 28 FEET NORTHEAST OF AN 8-INCH PINE TREE AND
 GB0707'23 FEET SOUTHEAST OF A
 GB0707'12-INCH PINE TREE.  IT IS A STANDARD DISK, PROJECTING
 GB0707'3-INCHES, AND IS STAMPED PRUETT
 GB0707'NO 2 1961.
 GB0707'
 GB0707'TRAVERSE STATION ANCAM WILL SERVE AS AN AZIMUTH MARK.
 GB0707'
 GB0707'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GB0707
 GB0707                          STATION RECOVERY (1961)
 GB0707
 GB0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0707'1.5 MI E FROM LAKE CITY.
 GB0707'FROM THE POST OFFICE IN LAKE CITY, GO SOUTH ON U.S. HIGHWAY 25W
 GB0707'FOR 0.15 MILE, THEN GO 0.3 MILE EAST ON FOURTH ST. TO A BRIDGE
 GB0707'OVER A CREEK, CROSS BRIDGE AND GO EASTERLY ON SAVAGE GARDEN ROAD
 GB0707'FOR 0.3 MILE TO THE JUNCTION OF STEVEN ROAD ACROSS THE ROAD FROM
 GB0707'WOODYS FOOD MARKET.  TURN SHARP LEFT ON STEVEN ROAD AND GO 0.3 MILE
 GB0707'TO A Y JUNCTION, BEAR RIGHT UP HILL AND GO 0.35 MILE TO PRUETT
 GB0707'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO ABOUT 200 FT. TO A RED
 GB0707'BRICK HOUSE, GO SOUTH PASSING THROUGH WOODEN GATE AND TO THE LEFT
 GB0707'OF FARM BUILDING ON A FARM ROAD FOR 0.2 MILE, TURN RIGHT ACROSS
 GB0707'PASTURE LAND FOR 0.05 MILE TO SUMMIT OF A SMALL KNOLL AND THE
 GB0707'STATION.  THE STATION MARK IS 53 FT. NORTHEAST OF AN 9-INCH PINE
 GB0707'TREE, 40 FT. EAST OF A 12-INCH PINE TREE, 30 FT. SOUTHEAST OF AN
 GB0707'8-INCH CEDAR TREE AND 3.2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 GB0707'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0707
 GB0707                          STATION RECOVERY (1964)
 GB0707
 GB0707'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0707'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GB0707'CONDITION.  THE ORIGINAL
 GB0707'TO REACH IS COMPLETELY ADEQUATE.  HORIZONTAL DISTANCES
 GB0707'BETWEEN THE STATION AND
 GB0707'BOTH REFERENCE MARKS WERE FOUND TO CHECK THE
 GB0707'1961 DESCRIPTION.  THE DIRECTION BETWEEN
 GB0707'THE STATION AND REFERENCE
 GB0707'MARK NO.  2 DID NOT CHECK THE 1961 DESCRIPTION.  THE
 GB0707'DIRECTION TO
 GB0707'REFERENCE MARK NO.  1 DID CHECK.
 GB0707'
 GB0707'THE TRAVERSE GROUND STATION ANCAM 1961, WHICH WAS USED AS THE AZIMUTH
 GB0707'MARK, HAS BEEN
 GB0707'DESTROYED.  THE TRAVERSE GROUND STATION CAMAND, ESTABLISHED
 GB0707'BY THIS PARTY, WILL NOW
 GB0707'SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 GB0707'THEREOF.
 GB0707
 GB0707                          STATION RECOVERY (1973)
 GB0707
 GB0707'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB0707'PRUETT RECOVERED IN GOOD CONDITION.
 GB0707'
 GB0707'PRUETT 1961 FOUND STAMPED ON THE POINT.
 GB0707'
 GB0707'DESCRIPTION OK.
 GB0707'REF. NO. 1 RECOVERED IN GOOD CONDITION.
 GB0707'REF. NO. 2 RECOVERED IN GOOD CONDITION.  DES. OK.
 GB0707'
 GB0707'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.0 MI EAST OF LAKE CITY.
 GB0707
 GB0707                          STATION RECOVERY (1979)
 GB0707
 GB0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB0707'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 GB0707'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 GB0707'CHECKED.  THE STATION WAS OCCUPIED AT THIS TIME TO SET AN AZIMUTH
 GB0707'MARK AT THE REQUEST OF THE STATE.  THE DESCRIPTION IS GOOD WITH
 GB0707'THE FOLLOWING.
 GB0707'
 GB0707'THE STATION MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 GB0707'
 GB0707'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PRUETT 1961 1979, SET
 GB0707'IN A DRILL HOLE IN THE CONCRETE SIDEWALK NEAR THE NORTH END AND ON
 GB0707'THE WEST SIDE OF THE LAKE CITY ELEMENTARY SCHOOL, 18 FEET SOUTHWEST
 GB0707'OF THE CENTERLINE OF DRIVEWAY, 24 FEET EAST OF EAST DOOR TO SCHOOL
 GB0707'AND 53 FEET SOUTHEAST OF THE NORTH CORNER OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0705 ***********************************************************************
 GB0705  DESIGNATION -  PRUETT RM 1
 GB0705  PID         -  GB0705
 GB0705  STATE/COUNTY-  TN/ANDERSON
 GB0705  USGS QUAD   -  LAKE CITY (1973)
 GB0705
 GB0705                         *CURRENT SURVEY CONTROL
 GB0705  ___________________________________________________________________
 GB0705* NAD 83(1986)-  36 13 18.     (N)    084 08 31.     (W)     SCALED    
 GB0705* NAVD 88     -       371.632  (meters)    1219.26   (feet)  ADJUSTED  
 GB0705  ___________________________________________________________________
 GB0705  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0705  DYNAMIC HT  -         371.300 (meters)    1218.17  (feet)  COMP
 GB0705  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 GB0705
 GB0705  VERT ORDER  -  SECOND    CLASS 0
 GB0705
 GB0705.The horizontal coordinates were scaled from a topographic map and have
 GB0705.an estimated accuracy of +/- 6 seconds.
 GB0705
 GB0705.The orthometric height was determined by differential leveling
 GB0705.and adjusted by the National Geodetic Survey in June 1991..
 GB0705
 GB0705.The geoid height was determined by GEOID03.
 GB0705
 GB0705.The dynamic height is computed by dividing the NAVD 88
 GB0705.geopotential number by the normal gravity value computed on the
 GB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0705.degrees latitude (g = 980.6199 gals.).
 GB0705
 GB0705.The modeled gravity was interpolated from observed gravity values.
 GB0705
 GB0705;                    North         East    Units  Estimated Accuracy
 GB0705;SPC TN       -   211,100.      767,040.      MT  (+/- 180 meters Scaled)
 GB0705
 GB0705                          SUPERSEDED SURVEY CONTROL
 GB0705
 GB0705  NGVD 29 (??/??/92)  371.748  (m)         1219.64   (f) ADJ UNCH    2 0
 GB0705
 GB0705.Superseded values are not recommended for survey control.
 GB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0705.See file dsdata.txt to determine how the superseded data were derived.
 GB0705
 GB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568123(NAD 83)
 GB0705_MARKER: DR = REFERENCE MARK DISK
 GB0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0705_STAMPING: PRUETT NO 1 1961
 GB0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0705+STABILITY: SURFACE MOTION
 GB0705
 GB0705  HISTORY     - Date     Condition        Report By
 GB0705  HISTORY     - 1961     MONUMENTED       CGS
 GB0705
 GB0705                          STATION DESCRIPTION
 GB0705
 GB0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0705'1.5 MI E FROM LAKE CITY.
 GB0705'THIS MARK IS LOCATED AT THE PRUETT 1961 STATION SITE, 34.7 FT.
 GB0705'SOUTH OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0705'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0706 ***********************************************************************
 GB0706  DESIGNATION -  PRUETT RM 2
 GB0706  PID         -  GB0706
 GB0706  STATE/COUNTY-  TN/ANDERSON
 GB0706  USGS QUAD   -  LAKE CITY (1973)
 GB0706
 GB0706                         *CURRENT SURVEY CONTROL
 GB0706  ___________________________________________________________________
 GB0706* NAD 83(1986)-  36 13 18.     (N)    084 08 31.     (W)     SCALED    
 GB0706* NAVD 88     -       371.807  (meters)    1219.84   (feet)  ADJUSTED  
 GB0706  ___________________________________________________________________
 GB0706  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0706  DYNAMIC HT  -         371.474 (meters)    1218.74  (feet)  COMP
 GB0706  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 GB0706
 GB0706  VERT ORDER  -  SECOND    CLASS 0
 GB0706
 GB0706.The horizontal coordinates were scaled from a topographic map and have
 GB0706.an estimated accuracy of +/- 6 seconds.
 GB0706
 GB0706.The orthometric height was determined by differential leveling
 GB0706.and adjusted by the National Geodetic Survey in June 1991..
 GB0706
 GB0706.The geoid height was determined by GEOID03.
 GB0706
 GB0706.The dynamic height is computed by dividing the NAVD 88
 GB0706.geopotential number by the normal gravity value computed on the
 GB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0706.degrees latitude (g = 980.6199 gals.).
 GB0706
 GB0706.The modeled gravity was interpolated from observed gravity values.
 GB0706
 GB0706;                    North         East    Units  Estimated Accuracy
 GB0706;SPC TN       -   211,100.      767,040.      MT  (+/- 180 meters Scaled)
 GB0706
 GB0706                          SUPERSEDED SURVEY CONTROL
 GB0706
 GB0706  NGVD 29 (??/??/92)  371.922  (m)         1220.21   (f) ADJ UNCH    2 0
 GB0706
 GB0706.Superseded values are not recommended for survey control.
 GB0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0706.See file dsdata.txt to determine how the superseded data were derived.
 GB0706
 GB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568123(NAD 83)
 GB0706_MARKER: DR = REFERENCE MARK DISK
 GB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0706_STAMPING: PRUETT NO 2 1961
 GB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0706+STABILITY: SURFACE MOTION
 GB0706
 GB0706  HISTORY     - Date     Condition        Report By
 GB0706  HISTORY     - 1961     MONUMENTED       CGS
 GB0706
 GB0706                          STATION DESCRIPTION
 GB0706
 GB0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0706'1.5 MI E FROM LAKE CITY.
 GB0706'THIS MARK IS LOCATED AT THE PRUETT 1961 STATION SITE, 27.2 FT.
 GB0706'WEST OF THE STATION MARK, 28 FT. NORTHEAST OF AN 8-INCH PINE TREE
 GB0706'AND 23 FT. SOUTHEAST OF A 12-INCH PINE TREE.  THE DISK IS SET IN
 GB0706'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2636 ***********************************************************************
 GC2636  DESIGNATION -  PT 41 J
 GC2636  PID         -  GC2636
 GC2636  STATE/COUNTY-  TN/HOUSTON
 GC2636  USGS QUAD   -  STEWART (1982)
 GC2636
 GC2636                         *CURRENT SURVEY CONTROL
 GC2636  ___________________________________________________________________
 GC2636* NAD 83(1995)-  36 19 50.61197(N)    087 45 07.37421(W)     ADJUSTED  
 GC2636* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 GC2636  ___________________________________________________________________
 GC2636  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GC2636  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2636
 GC2636  HORZ ORDER  -  SECOND
 GC2636
 GC2636.The horizontal coordinates were established by classical geodetic methods
 GC2636.and adjusted by the National Geodetic Survey in April 1999..
 GC2636
 GC2636.The orthometric height was scaled from a topographic map.
 GC2636
 GC2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2636
 GC2636.The geoid height was determined by GEOID03.
 GC2636
 GC2636;                    North         East     Units Scale Factor Converg.
 GC2636;SPC TN       -   223,020.232   442,701.701   MT  0.99998589   -1 01 32.6
 GC2636;SPC TN       -   731,692.21  1,452,430.50   sFT  0.99998589   -1 01 32.6
 GC2636;UTM  16      - 4,020,894.211   432,503.222   MT  0.99965613   -0 26 44.0
 GC2636
 GC2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2636!SPC TN       -   0.99996705  x   0.99998589  =   0.99995294
 GC2636!UTM  16      -   0.99996705  x   0.99965613  =   0.99962319
 GC2636
 GC2636                          SUPERSEDED SURVEY CONTROL
 GC2636
 GC2636  NAD 83(1995)-  36 19 50.61379(N)    087 45 07.37627(W) AD(       ) 2
 GC2636  NAD 83(1995)-  36 19 50.61561(N)    087 45 07.37945(W) AD(       ) 2
 GC2636  NAD 83(1986)-  36 19 50.62136(N)    087 45 07.37628(W) AD(       ) 2
 GC2636  NAD 27      -  36 19 50.42200(N)    087 45 07.30000(W) AD(       ) 2
 GC2636
 GC2636.Superseded values are not recommended for survey control.
 GC2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2636.See file dsdata.txt to determine how the superseded data were derived.
 GC2636
 GC2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3250320894(NAD 83)
 GC2636_MARKER: DB = BENCH MARK DISK
 GC2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2636_STAMPING: PT 41 J 1925
 GC2636_MARK LOGO: USGS  
 GC2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2636+STABILITY: SURFACE MOTION
 GC2636
 GC2636  HISTORY     - Date     Condition        Report By
 GC2636  HISTORY     - 1925     MONUMENTED       USGS
 GC2636
 GC2636                          STATION DESCRIPTION
 GC2636
 GC2636'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 GC2636'SEE TENN RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0801 ***********************************************************************
 FE0801  DESIGNATION -  PTS 1
 FE0801  PID         -  FE0801
 FE0801  STATE/COUNTY-  TN/GIBSON
 FE0801  USGS QUAD   -  HUMBOLDT (1981)
 FE0801
 FE0801                         *CURRENT SURVEY CONTROL
 FE0801  ___________________________________________________________________
 FE0801* NAD 83(1986)-  35 49 24.     (N)    088 55 25.     (W)     SCALED    
 FE0801* NAVD 88     -       104.844  (meters)     343.98   (feet)  ADJUSTED  
 FE0801  ___________________________________________________________________
 FE0801  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0801  DYNAMIC HT  -         104.753 (meters)     343.68  (feet)  COMP
 FE0801  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 FE0801
 FE0801  VERT ORDER  -  SECOND    CLASS 0
 FE0801
 FE0801.The horizontal coordinates were scaled from a topographic map and have
 FE0801.an estimated accuracy of +/- 6 seconds.
 FE0801
 FE0801.The orthometric height was determined by differential leveling
 FE0801.and adjusted by the National Geodetic Survey in June 1991..
 FE0801
 FE0801.The geoid height was determined by GEOID03.
 FE0801
 FE0801.The dynamic height is computed by dividing the NAVD 88
 FE0801.geopotential number by the normal gravity value computed on the
 FE0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0801.degrees latitude (g = 980.6199 gals.).
 FE0801
 FE0801.The modeled gravity was interpolated from observed gravity values.
 FE0801
 FE0801;                    North         East    Units  Estimated Accuracy
 FE0801;SPC TN       -   169,260.      335,860.      MT  (+/- 180 meters Scaled)
 FE0801
 FE0801                          SUPERSEDED SURVEY CONTROL
 FE0801
 FE0801  NGVD 29 (??/??/??)  104.892  (m)          344.13   (f) ADJUSTED    2 0
 FE0801
 FE0801.Superseded values are not recommended for survey control.
 FE0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0801.See file dsdata.txt to determine how the superseded data were derived.
 FE0801
 FE0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE262660(NAD 83)
 FE0801_MARKER: P = PIPE CAP
 FE0801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0801_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0801_STAMPING: PTS STA 1 1910
 FE0801_MARK LOGO: USGS  
 FE0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0801
 FE0801  HISTORY     - Date     Condition        Report By
 FE0801  HISTORY     - 1910     MONUMENTED       USGS
 FE0801  HISTORY     - 1935     GOOD             CGS
 FE0801  HISTORY     - 1968     GOOD             DOD
 FE0801  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0801
 FE0801                          STATION DESCRIPTION
 FE0801
 FE0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0801'AT HUMBOLDT.
 FE0801'AT HUMBOLDT, GIBSON COUNTY, AT THE MOBILE AND OHIO RAILROAD
 FE0801'STATION, AT THE NORTHWEST CITY LIMIT, 3 1/2 RAILS NORTH OF THE
 FE0801'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE DONVAN
 FE0801'HOTEL YARD, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE0801'HOTEL, AND 20 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FE0801'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED P.T. STA.
 FE0801'1 1910 RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 FE0801
 FE0801                          STATION RECOVERY (1968)
 FE0801
 FE0801'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0801'RECOVERED IN GOOD CONDITION.
 FE0801
 FE0801                          STATION RECOVERY (2002)
 FE0801
 FE0801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0801'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1996 ***********************************************************************
 GB1996  DESIGNATION -  PTS 10 M
 GB1996  PID         -  GB1996
 GB1996  STATE/COUNTY-  TN/CLAY
 GB1996  USGS QUAD   -  CELINA (1981)
 GB1996
 GB1996                         *CURRENT SURVEY CONTROL
 GB1996  ___________________________________________________________________
 GB1996* NAD 83(1986)-  36 32 09.     (N)    085 30 26.     (W)     SCALED    
 GB1996* NAVD 88     -       210.623  (meters)     691.02   (feet)  ADJUSTED  
 GB1996  ___________________________________________________________________
 GB1996  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB1996  DYNAMIC HT  -         210.444 (meters)     690.43  (feet)  COMP
 GB1996  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GB1996
 GB1996  VERT ORDER  -  SECOND    CLASS 0
 GB1996
 GB1996.The horizontal coordinates were scaled from a topographic map and have
 GB1996.an estimated accuracy of +/- 6 seconds.
 GB1996
 GB1996.The orthometric height was determined by differential leveling
 GB1996.and adjusted by the National Geodetic Survey in June 1991..
 GB1996
 GB1996.The geoid height was determined by GEOID03.
 GB1996
 GB1996.The dynamic height is computed by dividing the NAVD 88
 GB1996.geopotential number by the normal gravity value computed on the
 GB1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1996.degrees latitude (g = 980.6199 gals.).
 GB1996
 GB1996.The modeled gravity was interpolated from observed gravity values.
 GB1996
 GB1996;                    North         East    Units  Estimated Accuracy
 GB1996;SPC TN       -   244,480.      644,130.      MT  (+/- 180 meters Scaled)
 GB1996
 GB1996                          SUPERSEDED SURVEY CONTROL
 GB1996
 GB1996  NGVD 29 (??/??/92)  210.732  (m)          691.38   (f) ADJ UNCH    2 0
 GB1996
 GB1996.Superseded values are not recommended for survey control.
 GB1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1996.See file dsdata.txt to determine how the superseded data were derived.
 GB1996
 GB1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336444(NAD 83)
 GB1996_MARKER: DE = TRAVERSE STATION DISK
 GB1996_SETTING: 66 = SET IN ROCK OUTCROP
 GB1996_SP_SET: ROCK CUT
 GB1996_STAMPING: PRIM TRAV STA NO 10M 1921
 GB1996_MARK LOGO: USGS  
 GB1996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1996+STABILITY: POSITION/ELEVATION WELL
 GB1996
 GB1996  HISTORY     - Date     Condition        Report By
 GB1996  HISTORY     - 1921     MONUMENTED       USGS
 GB1996  HISTORY     - 1966     GOOD             NGS
 GB1996
 GB1996                          STATION DESCRIPTION
 GB1996
 GB1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1996'1 MI S FROM CELINA.
 GB1996'ABOUT 1.0 MILE SOUTH ALONG STATE ROUTES 52 AND 53 FROM THEIR
 GB1996'JUNCTION IN CELINA, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF
 GB1996'STATE ROUTES 52 AND 53 SOUTH OF CELINA, 32 FEET EAST OF THE
 GB1996'APPROXIMATE CENTER OF STATE ROUTE 52 AND 53, ABOUT 50 FEET NORTH
 GB1996'OF THE TOP OF THE GRADE, SET VERTICALLY IN THE FACE OF A ROCK
 GB1996'CUT, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND DIRECTLY
 GB1996'UNDER A METAL WITNESS SIGN ATTACHED TO THE ROCK FACE OF THE CUT.
 GB1996'NOTE-- THIS DISK IS COMPLETELY SOLID, BUT THE STAMPING HAD BEEN
 GB1996'MUTILATED AND WAS BARELY LEGIBLE.  THE STAMPING WAS GONE OVER AT
 GB1996'THIS TIME AND MADE LEGIBLE WITHOUT CHANGING THE POSITION OF THE
 GB1996'STAMPING IN ANY WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1244 ***********************************************************************
 GC1244  DESIGNATION -  PTS 10 W
 GC1244  PID         -  GC1244
 GC1244  STATE/COUNTY-  TN/MONTGOMERY
 GC1244  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1244
 GC1244                         *CURRENT SURVEY CONTROL
 GC1244  ___________________________________________________________________
 GC1244* NAD 83(1986)-  36 31 25.     (N)    087 24 11.     (W)     SCALED    
 GC1244* NAVD 88     -       117.444  (meters)     385.31   (feet)  ADJUSTED  
 GC1244  ___________________________________________________________________
 GC1244  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1244  DYNAMIC HT  -         117.345 (meters)     384.99  (feet)  COMP
 GC1244  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 GC1244
 GC1244  VERT ORDER  -  SECOND    CLASS 0
 GC1244
 GC1244.The horizontal coordinates were scaled from a topographic map and have
 GC1244.an estimated accuracy of +/- 6 seconds.
 GC1244
 GC1244.The orthometric height was determined by differential leveling
 GC1244.and adjusted by the National Geodetic Survey in June 1991..
 GC1244
 GC1244.The geoid height was determined by GEOID03.
 GC1244
 GC1244.The dynamic height is computed by dividing the NAVD 88
 GC1244.geopotential number by the normal gravity value computed on the
 GC1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1244.degrees latitude (g = 980.6199 gals.).
 GC1244
 GC1244.The modeled gravity was interpolated from observed gravity values.
 GC1244
 GC1244;                    North         East    Units  Estimated Accuracy
 GC1244;SPC TN       -   243,920.      474,340.      MT  (+/- 180 meters Scaled)
 GC1244
 GC1244                          SUPERSEDED SURVEY CONTROL
 GC1244
 GC1244  NGVD 29 (??/??/92)  117.516  (m)          385.55   (f) ADJ UNCH    2 0
 GC1244
 GC1244.Superseded values are not recommended for survey control.
 GC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1244.See file dsdata.txt to determine how the superseded data were derived.
 GC1244
 GC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF639421(NAD 83)
 GC1244_MARKER: DD = SURVEY DISK
 GC1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1244_SP_SET: CULVERT
 GC1244_STAMPING: PT STA 10 W 1925 TENN K 1 1925 386
 GC1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1244
 GC1244  HISTORY     - Date     Condition        Report By
 GC1244  HISTORY     - 1925     MONUMENTED       USGS
 GC1244  HISTORY     - 1957     GOOD             DOD
 GC1244
 GC1244                          STATION DESCRIPTION
 GC1244
 GC1244'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1244'3.8 MI W FROM CLARKSVILLE.
 GC1244'ABOUT 3-3/4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE
 GC1244'RAILROAD FROM CLARKSVILLE, MONTGOMERY COUNTY, 38 YARDS NORTH
 GC1244'OF MILEPOST 181, AT A CULVERT, IN THE TOP OF THE EAST STONE
 GC1244'HEADWALL, 3 FEET SOUTH OF THE NORTH EDGE OF THE HEADWALL, AND
 GC1244'6 YARDS EAST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 GC1244'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PT STA 10 W 1925 TENN
 GC1244'K 1 1925 386.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0199 ***********************************************************************
 FD0199  DESIGNATION -  PTS 11 T
 FD0199  PID         -  FD0199
 FD0199  STATE/COUNTY-  TN/FRANKLIN
 FD0199  USGS QUAD   -  BEANS CREEK (1975)
 FD0199
 FD0199                         *CURRENT SURVEY CONTROL
 FD0199  ___________________________________________________________________
 FD0199* NAD 83(1986)-  35 05 29.     (N)    086 13 24.     (W)     SCALED    
 FD0199* NAVD 88     -       284.742  (meters)     934.19   (feet)  ADJUSTED  
 FD0199  ___________________________________________________________________
 FD0199  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0199  DYNAMIC HT  -         284.461 (meters)     933.27  (feet)  COMP
 FD0199  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 FD0199
 FD0199  VERT ORDER  -  FIRST     CLASS II
 FD0199
 FD0199.The horizontal coordinates were scaled from a topographic map and have
 FD0199.an estimated accuracy of +/- 6 seconds.
 FD0199
 FD0199.The orthometric height was determined by differential leveling
 FD0199.and adjusted by the National Geodetic Survey in June 1991..
 FD0199
 FD0199.The geoid height was determined by GEOID03.
 FD0199
 FD0199.The dynamic height is computed by dividing the NAVD 88
 FD0199.geopotential number by the normal gravity value computed on the
 FD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0199.degrees latitude (g = 980.6199 gals.).
 FD0199
 FD0199.The modeled gravity was interpolated from observed gravity values.
 FD0199
 FD0199;                    North         East    Units  Estimated Accuracy
 FD0199;SPC TN       -    84,130.      579,630.      MT  (+/- 180 meters Scaled)
 FD0199
 FD0199                          SUPERSEDED SURVEY CONTROL
 FD0199
 FD0199  NGVD 29 (??/??/92)  284.706  (m)          934.07   (f) ADJ UNCH    1 2
 FD0199
 FD0199.Superseded values are not recommended for survey control.
 FD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0199.See file dsdata.txt to determine how the superseded data were derived.
 FD0199
 FD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED707834(NAD 83)
 FD0199_MARKER: DD = SURVEY DISK
 FD0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0199_STAMPING: P T STA NO 11 T 1926
 FD0199_MARK LOGO: USGS  
 FD0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0199+STABILITY: SURFACE MOTION
 FD0199
 FD0199  HISTORY     - Date     Condition        Report By
 FD0199  HISTORY     - 1926     MONUMENTED       USGS
 FD0199  HISTORY     - 1949     GOOD             CGS
 FD0199
 FD0199                          STATION DESCRIPTION
 FD0199
 FD0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0199'AT MAXWELL.
 FD0199'AT MAXWELL, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0199'RAILWAY, 54 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FD0199'STATION, 29 FEET NORTHEAST OF THE NORTHWEST CORNER OF A LARGE
 FD0199'METAL COVERED WAREHOUSE, 25 1/2 FEET EAST-SOUTHEAST OF THE NEAR
 FD0199'RAIL OF THE MAIN TRACK, 12 FEET SOUTHWEST OF A TELEPHONE POLE, 6
 FD0199'FEET SOUTH-SOUTHWEST OF MILE POST 12, 1 FOOT WEST-NORTHWEST OF A
 FD0199'WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE TRACK AND SET IN
 FD0199'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1978 ***********************************************************************
 GB1978  DESIGNATION -  PTS 11 T
 GB1978  PID         -  GB1978
 GB1978  STATE/COUNTY-  TN/CLAY
 GB1978  USGS QUAD   -  UNION HILL (1968)
 GB1978
 GB1978                         *CURRENT SURVEY CONTROL
 GB1978  ___________________________________________________________________
 GB1978* NAD 83(1986)-  36 35 55.     (N)    085 39 01.     (W)     SCALED    
 GB1978* NAVD 88     -       301.554  (meters)     989.35   (feet)  ADJUSTED  
 GB1978  ___________________________________________________________________
 GB1978  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB1978  DYNAMIC HT  -         301.296 (meters)     988.50  (feet)  COMP
 GB1978  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GB1978
 GB1978  VERT ORDER  -  SECOND    CLASS 0
 GB1978
 GB1978.The horizontal coordinates were scaled from a topographic map and have
 GB1978.an estimated accuracy of +/- 6 seconds.
 GB1978
 GB1978.The orthometric height was determined by differential leveling
 GB1978.and adjusted by the National Geodetic Survey in June 1991..
 GB1978
 GB1978.The geoid height was determined by GEOID03.
 GB1978
 GB1978.The dynamic height is computed by dividing the NAVD 88
 GB1978.geopotential number by the normal gravity value computed on the
 GB1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1978.degrees latitude (g = 980.6199 gals.).
 GB1978
 GB1978.The modeled gravity was interpolated from observed gravity values.
 GB1978
 GB1978;                    North         East    Units  Estimated Accuracy
 GB1978;SPC TN       -   251,400.      631,290.      MT  (+/- 180 meters Scaled)
 GB1978
 GB1978                          SUPERSEDED SURVEY CONTROL
 GB1978
 GB1978  NGVD 29 (??/??/92)  301.662  (m)          989.70   (f) ADJ UNCH    2 0
 GB1978
 GB1978.Superseded values are not recommended for survey control.
 GB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1978.See file dsdata.txt to determine how the superseded data were derived.
 GB1978
 GB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF207511(NAD 83)
 GB1978_MARKER: DD = SURVEY DISK
 GB1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1978_STAMPING: P T STA NO 11 T 1925
 GB1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1978+STABILITY: SURFACE MOTION
 GB1978
 GB1978  HISTORY     - Date     Condition        Report By
 GB1978  HISTORY     - 1925     MONUMENTED       USGS
 GB1978  HISTORY     - 1935     GOOD             NGS
 GB1978  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1978
 GB1978                          STATION DESCRIPTION
 GB1978
 GB1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1978'2 MI W FROM MOSS.
 GB1978'ABOUT 2 MILES WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1978'48.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET
 GB1978'SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL SHED ON THE FARM OF
 GB1978'W.H. MARSHALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 GB1978'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED P T STA NO
 GB1978'11 T 1925 AND SET IN THE TOP OF A CONCRETE POST.
 GB1978
 GB1978                          STATION RECOVERY (2002)
 GB1978
 GB1978'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1978'TOOL SHED IS GONE, NEW ROAD ENTERS HIGHWAY AT THIS SITE, HIGHWAY HAS
 GB1978'BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1660 ***********************************************************************
 GD1660  DESIGNATION -  PTS 11 W TN
 GD1660  PID         -  GD1660
 GD1660  STATE/COUNTY-  TN/OBION
 GD1660  USGS QUAD   -  SAMBURG (1981)
 GD1660
 GD1660                         *CURRENT SURVEY CONTROL
 GD1660  ___________________________________________________________________
 GD1660* NAD 83(1995)-  36 23 12.53734(N)    089 20 05.76376(W)     ADJUSTED  
 GD1660* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 GD1660  ___________________________________________________________________
 GD1660  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GD1660  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1660
 GD1660  HORZ ORDER  -  SECOND
 GD1660
 GD1660.The horizontal coordinates were established by classical geodetic methods
 GD1660.and adjusted by the National Geodetic Survey in April 1999..
 GD1660
 GD1660.The orthometric height was scaled from a topographic map.
 GD1660
 GD1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1660
 GD1660.The geoid height was determined by GEOID03.
 GD1660
 GD1660;                    North         East     Units Scale Factor Converg.
 GD1660;SPC TN       -   232,933.730   300,844.743   MT  0.99999484   -1 57 08.7
 GD1660;SPC TN       -   764,216.75    987,021.46   sFT  0.99999484   -1 57 08.7
 GD1660;UTM  16      - 4,029,385.708   290,573.090   MT  1.00014041   -1 23 08.4
 GD1660
 GD1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1660!SPC TN       -   0.99998278  x   0.99999484  =   0.99997762
 GD1660!UTM  16      -   0.99998278  x   1.00014041  =   1.00012318
 GD1660
 GD1660                          SUPERSEDED SURVEY CONTROL
 GD1660
 GD1660  NAD 83(1995)-  36 23 12.54197(N)    089 20 05.76254(W) AD(       ) 2
 GD1660  NAD 83(1995)-  36 23 12.54489(N)    089 20 05.76315(W) AD(       ) 2
 GD1660  NAD 83(1986)-  36 23 12.54897(N)    089 20 05.76296(W) AD(       ) 2
 GD1660  NAD 27      -  36 23 12.31400(N)    089 20 05.50820(W) AD(       ) 2
 GD1660
 GD1660.Superseded values are not recommended for survey control.
 GD1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1660.See file dsdata.txt to determine how the superseded data were derived.
 GD1660
 GD1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9057329386(NAD 83)
 GD1660_MARKER: P = PIPE CAP
 GD1660_SETTING: 0 = UNSPECIFIED SETTING
 GD1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1660
 GD1660  HISTORY     - Date     Condition        Report By
 GD1660  HISTORY     - 1929     MONUMENTED       USGS
 GD1660  HISTORY     - 1967     GOOD             CGS
 GD1660
 GD1660                          STATION DESCRIPTION
 GD1660
 GD1660'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (HWH)
 GD1660'MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY CAP ON A 3-INCH
 GD1660'GALVANIZED PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND,
 GD1660'4.176 METERS (13.70 FEET) FROM STATION CHIGGER.
 GD1660'NEAR TOP OF BLUFF, IN YARD OF CHIGGER RIDGE SCHOOL,
 GD1660'132 FEET SOUTHEAST OF PUMP, AND 177 FEET FROM NE CORNER
 GD1660'OF SCHOOLHOUSE.  THE NE CORNER OF FOUNDATION OF
 GD1660'SCHOOLHOUSE IS N 54 DEG 42 MIN E OF THE STATION.
 GD1660
 GD1660                          STATION RECOVERY (1967)
 GD1660
 GD1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1660'THE STATION WAS RECOVERED AND FOUND IN FAIR CONDITION.  THE MARK HAS
 GD1660'BEEN STRUCK BY SOME TYPE OF EQUIPMENT AND IS NOW LEANING SLIGHTLY
 GD1660'TO THE SOUTH AND WEST, BUT IS COMPLETELY FIRM IN THE GROUND.
 GD1660'NEITHER THE HORIZONTAL MEASURED DISTANCE OR THE HORIZONTAL ANGLE FOR
 GD1660'THIS MARK COULD BE CHECKED WITH THE 1929 1934 OBSERVATIONS.
 GD1660'
 GD1660'PT 11 W (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED
 GD1660'TO THE TOP OF A 3-INCH GALVANIZED PIPE PROJECTING ABOUT 2 INCHES
 GD1660'AND IS ABOUT 0.5 OF A FOOT ABOVE THE ELEVATION OF STATION
 GD1660'CHIGGER.  THE BRONZE CAP IS STAMPED PRIM TRAV STA NO 11W
 GD1660'TENN 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0798 ***********************************************************************
 FE0798  DESIGNATION -  PTS 12
 FE0798  PID         -  FE0798
 FE0798  STATE/COUNTY-  TN/CROCKETT
 FE0798  USGS QUAD   -  HUMBOLDT (1981)
 FE0798
 FE0798                         *CURRENT SURVEY CONTROL
 FE0798  ___________________________________________________________________
 FE0798* NAD 83(1986)-  35 46 28.     (N)    088 59 26.     (W)     SCALED    
 FE0798* NAVD 88     -       130.396  (meters)     427.81   (feet)  ADJUSTED  
 FE0798  ___________________________________________________________________
 FE0798  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0798  DYNAMIC HT  -         130.283 (meters)     427.44  (feet)  COMP
 FE0798  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE0798
 FE0798  VERT ORDER  -  SECOND    CLASS 0
 FE0798
 FE0798.The horizontal coordinates were scaled from a topographic map and have
 FE0798.an estimated accuracy of +/- 6 seconds.
 FE0798
 FE0798.The orthometric height was determined by differential leveling
 FE0798.and adjusted by the National Geodetic Survey in June 1991..
 FE0798
 FE0798.The geoid height was determined by GEOID03.
 FE0798
 FE0798.The dynamic height is computed by dividing the NAVD 88
 FE0798.geopotential number by the normal gravity value computed on the
 FE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0798.degrees latitude (g = 980.6199 gals.).
 FE0798
 FE0798.The modeled gravity was interpolated from observed gravity values.
 FE0798
 FE0798;                    North         East    Units  Estimated Accuracy
 FE0798;SPC TN       -   164,020.      329,650.      MT  (+/- 180 meters Scaled)
 FE0798
 FE0798                          SUPERSEDED SURVEY CONTROL
 FE0798
 FE0798  NGVD 29 (??/??/??)  130.431  (m)          427.92   (f) ADJUSTED    2 0
 FE0798
 FE0798.Superseded values are not recommended for survey control.
 FE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0798.See file dsdata.txt to determine how the superseded data were derived.
 FE0798
 FE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE200607(NAD 83)
 FE0798_MARKER: P = PIPE CAP
 FE0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0798_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0798_STAMPING: P T S 12 1910
 FE0798_MARK LOGO: USGS  
 FE0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0798
 FE0798  HISTORY     - Date     Condition        Report By
 FE0798  HISTORY     - 1910     MONUMENTED       USGS
 FE0798  HISTORY     - 1949     GOOD             CGS
 FE0798
 FE0798                          STATION DESCRIPTION
 FE0798
 FE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0798'AT GADSDEN.
 FE0798'AT GADSDEN, CROCKETT COUNTY, OPPOSITE THE LOUISVILLE AND
 FE0798'NASHVILLE RAILROAD STATION, 94 FEET SOUTH OF THE TRACK, AND 2
 FE0798'FEET FROM A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FE0798'CAP, STAMPED P T S 12 1910 AND RIVETED ON THE TOP OF A 3-1/2
 FE0798'INCH IRON PIPE.  NOTE-- IN MARCH 1949, THIS MARK WAS FOUND
 FE0798'LEANING AT A 45 DEG ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0202 ***********************************************************************
 FD0202  DESIGNATION -  PTS 12 T
 FD0202  PID         -  FD0202
 FD0202  STATE/COUNTY-  TN/FRANKLIN
 FD0202  USGS QUAD   -  BEANS CREEK (1975)
 FD0202
 FD0202                         *CURRENT SURVEY CONTROL
 FD0202  ___________________________________________________________________
 FD0202* NAD 83(1986)-  35 07 29.     (N)    086 11 32.     (W)     SCALED    
 FD0202* NAVD 88     -       294.866  (meters)     967.41   (feet)  ADJUSTED  
 FD0202  ___________________________________________________________________
 FD0202  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0202  DYNAMIC HT  -         294.576 (meters)     966.45  (feet)  COMP
 FD0202  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 FD0202
 FD0202  VERT ORDER  -  FIRST     CLASS II
 FD0202
 FD0202.The horizontal coordinates were scaled from a topographic map and have
 FD0202.an estimated accuracy of +/- 6 seconds.
 FD0202
 FD0202.The orthometric height was determined by differential leveling
 FD0202.and adjusted by the National Geodetic Survey in June 1991..
 FD0202
 FD0202.The geoid height was determined by GEOID03.
 FD0202
 FD0202.The dynamic height is computed by dividing the NAVD 88
 FD0202.geopotential number by the normal gravity value computed on the
 FD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0202.degrees latitude (g = 980.6199 gals.).
 FD0202
 FD0202.The modeled gravity was interpolated from observed gravity values.
 FD0202
 FD0202;                    North         East    Units  Estimated Accuracy
 FD0202;SPC TN       -    87,820.      582,480.      MT  (+/- 180 meters Scaled)
 FD0202
 FD0202                          SUPERSEDED SURVEY CONTROL
 FD0202
 FD0202  NGVD 29 (??/??/92)  294.833  (m)          967.30   (f) ADJ UNCH    1 2
 FD0202
 FD0202.Superseded values are not recommended for survey control.
 FD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0202.See file dsdata.txt to determine how the superseded data were derived.
 FD0202
 FD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED736871(NAD 83)
 FD0202_MARKER: DD = SURVEY DISK
 FD0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0202_STAMPING: PT STA NO 12 T 1926
 FD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0202+STABILITY: SURFACE MOTION
 FD0202
 FD0202  HISTORY     - Date     Condition        Report By
 FD0202  HISTORY     - 1926     MONUMENTED       USGS
 FD0202  HISTORY     - 1949     GOOD             NGS
 FD0202
 FD0202                          STATION DESCRIPTION
 FD0202
 FD0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0202'AT BELVIDERE.
 FD0202'AT BELVIDERE, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0202'RAILWAY, 56.8 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF THE
 FD0202'RAILWAY STATION, 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.8
 FD0202'FEET NORTH OF THE NORTH CORNER OF THE INSTRUMENT PLATFORM OF
 FD0202'A DRIVE-ON SCALE BELONGING TO THE JOHN H. FANDRICK COMPANY, 1/2
 FD0202'FOOT SOUTH OF A TELEPHONE POLE, ABOUT 2 1/2 FEET BELOW THE
 FD0202'LEVEL OF THE SCALE PLATFORM, 1 1/2 FEET BELOW THE TRACK AND SET
 FD0202'IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1424 ***********************************************************************
 GC1424  DESIGNATION -  PTS 12 W
 GC1424  PID         -  GC1424
 GC1424  STATE/COUNTY-  TN/MONTGOMERY
 GC1424  USGS QUAD   -  PALMYRA (1983)
 GC1424
 GC1424                         *CURRENT SURVEY CONTROL
 GC1424  ___________________________________________________________________
 GC1424* NAD 83(1986)-  36 26 53.     (N)    087 27 19.     (W)     SCALED    
 GC1424* NAVD 88     -       117.224  (meters)     384.59   (feet)  ADJUSTED  
 GC1424  ___________________________________________________________________
 GC1424  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC1424  DYNAMIC HT  -         117.125 (meters)     384.27  (feet)  COMP
 GC1424  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GC1424
 GC1424  VERT ORDER  -  SECOND    CLASS 0
 GC1424
 GC1424.The horizontal coordinates were scaled from a topographic map and have
 GC1424.an estimated accuracy of +/- 6 seconds.
 GC1424
 GC1424.The orthometric height was determined by differential leveling
 GC1424.and adjusted by the National Geodetic Survey in June 1991..
 GC1424
 GC1424.The geoid height was determined by GEOID03.
 GC1424
 GC1424.The dynamic height is computed by dividing the NAVD 88
 GC1424.geopotential number by the normal gravity value computed on the
 GC1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1424.degrees latitude (g = 980.6199 gals.).
 GC1424
 GC1424.The modeled gravity was interpolated from observed gravity values.
 GC1424
 GC1424;                    North         East    Units  Estimated Accuracy
 GC1424;SPC TN       -   235,600.      469,540.      MT  (+/- 180 meters Scaled)
 GC1424
 GC1424                          SUPERSEDED SURVEY CONTROL
 GC1424
 GC1424  NGVD 29 (??/??/92)  117.282  (m)          384.78   (f) ADJ UNCH    2 0
 GC1424
 GC1424.Superseded values are not recommended for survey control.
 GC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1424.See file dsdata.txt to determine how the superseded data were derived.
 GC1424
 GC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF592337(NAD 83)
 GC1424_MARKER: DD = SURVEY DISK
 GC1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1424_SP_SET: CULVERT
 GC1424_STAMPING: PT STA 12 W 1925 TENN K 3 1925 385
 GC1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1424
 GC1424  HISTORY     - Date     Condition        Report By
 GC1424  HISTORY     - 1925     MONUMENTED       USGS
 GC1424  HISTORY     - 1934     GOOD             NGS
 GC1424
 GC1424                          STATION DESCRIPTION
 GC1424
 GC1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1424'1.8 MI E FROM PALMYRA.
 GC1424'1.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1424'PALMYRA, MONTGOMERY COUNTY, 120 YARDS WEST OF MILEPOST 187,
 GC1424'AT A CULVERT, IN THE CENTER OF THE TOP OF THE NORTH STONE
 GC1424'HEADWALL, AND 6 YARDS NORTH OF THE CENTERLINE OF THE TRACK.
 GC1424'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PT
 GC1424'STA 12 W 1925 TENN K 3 1925 385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1423 ***********************************************************************
 GC1423  DESIGNATION -  PTS 13 W
 GC1423  PID         -  GC1423
 GC1423  STATE/COUNTY-  TN/MONTGOMERY
 GC1423  USGS QUAD   -  PALMYRA (1983)
 GC1423
 GC1423                         *CURRENT SURVEY CONTROL
 GC1423  ___________________________________________________________________
 GC1423* NAD 83(1986)-  36 26 20.     (N)    087 29 02.     (W)     SCALED    
 GC1423* NAVD 88     -       119.310  (meters)     391.44   (feet)  ADJUSTED  
 GC1423  ___________________________________________________________________
 GC1423  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1423  DYNAMIC HT  -         119.210 (meters)     391.11  (feet)  COMP
 GC1423  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GC1423
 GC1423  VERT ORDER  -  SECOND    CLASS 0
 GC1423
 GC1423.The horizontal coordinates were scaled from a topographic map and have
 GC1423.an estimated accuracy of +/- 6 seconds.
 GC1423
 GC1423.The orthometric height was determined by differential leveling
 GC1423.and adjusted by the National Geodetic Survey in June 1991..
 GC1423
 GC1423.The geoid height was determined by GEOID03.
 GC1423
 GC1423.The dynamic height is computed by dividing the NAVD 88
 GC1423.geopotential number by the normal gravity value computed on the
 GC1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1423.degrees latitude (g = 980.6199 gals.).
 GC1423
 GC1423.The modeled gravity was interpolated from observed gravity values.
 GC1423
 GC1423;                    North         East    Units  Estimated Accuracy
 GC1423;SPC TN       -   234,620.      466,960.      MT  (+/- 180 meters Scaled)
 GC1423
 GC1423                          SUPERSEDED SURVEY CONTROL
 GC1423
 GC1423  NGVD 29 (??/??/92)  119.368  (m)          391.63   (f) ADJ UNCH    2 0
 GC1423
 GC1423.Superseded values are not recommended for survey control.
 GC1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1423.See file dsdata.txt to determine how the superseded data were derived.
 GC1423
 GC1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF566327(NAD 83)
 GC1423_MARKER: DD = SURVEY DISK
 GC1423_SETTING: 80 = SET IN A BOULDER
 GC1423_SP_SET: BOULDER
 GC1423_STAMPING: PT STA 13 W 1925 TENN K 4 1925 392
 GC1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1423+STABILITY: SURFACE MOTION
 GC1423
 GC1423  HISTORY     - Date     Condition        Report By
 GC1423  HISTORY     - 1925     MONUMENTED       USGS
 GC1423  HISTORY     - 1934     GOOD             NGS
 GC1423
 GC1423                          STATION DESCRIPTION
 GC1423
 GC1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1423'AT PALMYRA.
 GC1423'AT PALMYRA, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1423'RAILROAD, 25 YARDS WEST OF THE WEST END OF THE STATION, 300
 GC1423'YARDS EAST OF MILEPOST 189, 65 YARDS EAST OF THE EAST END OF
 GC1423'A TUNNEL, 16 YARDS WEST OF THE CENTER OF A ROAD CROSSING, 14
 GC1423'YARDS NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND IN THE TOP
 GC1423'OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GC1423'STAMPED PT STA 13 W 1925 TENN K 4 1925 392.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0217 ***********************************************************************
 FD0217  DESIGNATION -  PTS 14 T
 FD0217  PID         -  FD0217
 FD0217  STATE/COUNTY-  TN/FRANKLIN
 FD0217  USGS QUAD   -  WINCHESTER (1971)
 FD0217
 FD0217                         *CURRENT SURVEY CONTROL
 FD0217  ___________________________________________________________________
 FD0217* NAD 83(1986)-  35 10 56.     (N)    086 06 53.     (W)     SCALED    
 FD0217* NAVD 88     -       294.304  (meters)     965.56   (feet)  ADJUSTED  
 FD0217  ___________________________________________________________________
 FD0217  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0217  DYNAMIC HT  -         294.016 (meters)     964.62  (feet)  COMP
 FD0217  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 FD0217
 FD0217  VERT ORDER  -  FIRST     CLASS II
 FD0217
 FD0217.The horizontal coordinates were scaled from a topographic map and have
 FD0217.an estimated accuracy of +/- 6 seconds.
 FD0217
 FD0217.The orthometric height was determined by differential leveling
 FD0217.and adjusted by the National Geodetic Survey in June 1991..
 FD0217
 FD0217.The geoid height was determined by GEOID03.
 FD0217
 FD0217.The dynamic height is computed by dividing the NAVD 88
 FD0217.geopotential number by the normal gravity value computed on the
 FD0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0217.degrees latitude (g = 980.6199 gals.).
 FD0217
 FD0217.The modeled gravity was interpolated from observed gravity values.
 FD0217
 FD0217;                    North         East    Units  Estimated Accuracy
 FD0217;SPC TN       -    94,190.      589,550.      MT  (+/- 180 meters Scaled)
 FD0217
 FD0217                          SUPERSEDED SURVEY CONTROL
 FD0217
 FD0217  NGVD 29 (??/??/92)  294.277  (m)          965.47   (f) ADJ UNCH    1 2
 FD0217
 FD0217.Superseded values are not recommended for survey control.
 FD0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0217.See file dsdata.txt to determine how the superseded data were derived.
 FD0217
 FD0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED806936(NAD 83)
 FD0217_MARKER: DD = SURVEY DISK
 FD0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0217_STAMPING: PT STA NO 14 T 1926
 FD0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0217+STABILITY: SURFACE MOTION
 FD0217
 FD0217  HISTORY     - Date     Condition        Report By
 FD0217  HISTORY     - 1926     MONUMENTED       USGS
 FD0217  HISTORY     - 1949     GOOD             NGS
 FD0217
 FD0217                          STATION DESCRIPTION
 FD0217
 FD0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0217'AT WINCHESTER.
 FD0217'AT WINCHESTER, 193 FEET WEST-NORTHWEST OF THE WEST CORNER OF
 FD0217'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION,
 FD0217'59 1/2 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE WITH TRANSFORMER,
 FD0217'39 FEET SOUTHEAST OF THE CENTER LINE OF 9TH AVENUE, 13 1/2 FEET
 FD0217'EAST-NORTHEAST OF A 26-INCH COTTONWOOD TREE, 8 FEET NORTH-NORTHEAST
 FD0217'OF A 24-INCH COTTONWOOD TREE, 1 FOOT NORTHWEST OF A WHITE WOODEN
 FD0217'WITNESS POST, ABOUT 12 FEET ABOVE THE TRACK AND SET IN THE TOP OF
 FD0217'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0483 ***********************************************************************
 FD0483  DESIGNATION -  PTS 15
 FD0483  PID         -  FD0483
 FD0483  STATE/COUNTY-  TN/WILLIAMSON
 FD0483  USGS QUAD   -  FRANKLIN (1981)
 FD0483
 FD0483                         *CURRENT SURVEY CONTROL
 FD0483  ___________________________________________________________________
 FD0483* NAD 83(1986)-  35 59 36.     (N)    086 48 07.     (W)     SCALED    
 FD0483* NAVD 88     -       216.302  (meters)     709.65   (feet)  POSTED    
 FD0483  ___________________________________________________________________
 FD0483  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FD0483  DYNAMIC HT  -         216.110 (meters)     709.02  (feet)  COMP
 FD0483  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 FD0483
 FD0483  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FD0483
 FD0483.The horizontal coordinates were scaled from a topographic map and have
 FD0483.an estimated accuracy of +/- 6 seconds.
 FD0483
 FD0483.The orthometric height was determined by differential leveling
 FD0483.and adjusted by the National Geodetic Survey in 1992..
 FD0483.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FD0483.rate of 1.1 thru 2.0 mm/km.
 FD0483
 FD0483.The geoid height was determined by GEOID03.
 FD0483
 FD0483.The dynamic height is computed by dividing the NAVD 88
 FD0483.geopotential number by the normal gravity value computed on the
 FD0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0483.degrees latitude (g = 980.6199 gals.).
 FD0483
 FD0483.The modeled gravity was interpolated from observed gravity values.
 FD0483
 FD0483;                    North         East    Units  Estimated Accuracy
 FD0483;SPC TN       -   184,470.      527,690.      MT  (+/- 180 meters Scaled)
 FD0483
 FD0483                          SUPERSEDED SURVEY CONTROL
 FD0483
 FD0483  NGVD 29 (??/??/92)  216.296  (m)          709.63   (f) ADJ UNCH    1 2
 FD0483
 FD0483.Superseded values are not recommended for survey control.
 FD0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0483.See file dsdata.txt to determine how the superseded data were derived.
 FD0483
 FD0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE178832(NAD 83)
 FD0483_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FD0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0483_SP_SET: IRON PIPE
 FD0483_STAMPING: PRIM TRAV STA NO 15 TENN 1906
 FD0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0483
 FD0483  HISTORY     - Date     Condition        Report By
 FD0483  HISTORY     - 1906     MONUMENTED       USGS
 FD0483  HISTORY     - 1931     GOOD             NGS
 FD0483
 FD0483                          STATION DESCRIPTION
 FD0483
 FD0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 FD0483'AT CALLENDER.
 FD0483'AT CALLENDER, WILLIAMSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0483'RAILROAD, AND 3.3 FEET FROM THE SOUTHWEST CORNER OF THE FLAG
 FD0483'STATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FD0483'PRIM TRAV STA NO 15 TENN 1906 AND RIVETED ON THE TOP OF A 3-1/2
 FD0483'INCH IRON PIPE PROJECTING 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0155 ***********************************************************************
 FD0155  DESIGNATION -  PTS 16 T
 FD0155  PID         -  FD0155
 FD0155  STATE/COUNTY-  TN/FRANKLIN
 FD0155  USGS QUAD   -  WINCHESTER (1971)
 FD0155
 FD0155                         *CURRENT SURVEY CONTROL
 FD0155  ___________________________________________________________________
 FD0155* NAD 83(1986)-  35 14 52.     (N)    086 07 02.     (W)     SCALED    
 FD0155* NAVD 88     -       284.625  (meters)     933.81   (feet)  ADJUSTED  
 FD0155  ___________________________________________________________________
 FD0155  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0155  DYNAMIC HT  -         284.348 (meters)     932.90  (feet)  COMP
 FD0155  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 FD0155
 FD0155  VERT ORDER  -  FIRST     CLASS II
 FD0155
 FD0155.The horizontal coordinates were scaled from a topographic map and have
 FD0155.an estimated accuracy of +/- 6 seconds.
 FD0155
 FD0155.The orthometric height was determined by differential leveling
 FD0155.and adjusted by the National Geodetic Survey in June 1991..
 FD0155
 FD0155.The geoid height was determined by GEOID03.
 FD0155
 FD0155.The dynamic height is computed by dividing the NAVD 88
 FD0155.geopotential number by the normal gravity value computed on the
 FD0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0155.degrees latitude (g = 980.6199 gals.).
 FD0155
 FD0155.The modeled gravity was interpolated from observed gravity values.
 FD0155
 FD0155;                    North         East    Units  Estimated Accuracy
 FD0155;SPC TN       -   101,460.      589,330.      MT  (+/- 180 meters Scaled)
 FD0155
 FD0155                          SUPERSEDED SURVEY CONTROL
 FD0155
 FD0155  NGVD 29 (??/??/92)  284.601  (m)          933.73   (f) ADJ UNCH    1 2
 FD0155
 FD0155.Superseded values are not recommended for survey control.
 FD0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0155.See file dsdata.txt to determine how the superseded data were derived.
 FD0155
 FD0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE803008(NAD 83)
 FD0155_MARKER: DD = SURVEY DISK
 FD0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0155_STAMPING: PT STA NO 16 T 1926
 FD0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0155+STABILITY: SURFACE MOTION
 FD0155
 FD0155  HISTORY     - Date     Condition        Report By
 FD0155  HISTORY     - 1926     MONUMENTED       USGS
 FD0155  HISTORY     - 1934     GOOD             NGS
 FD0155  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0155
 FD0155                          STATION DESCRIPTION
 FD0155
 FD0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0155'1.6 MI SE FROM ESTILL SPRINGS.
 FD0155'1.6 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0155'LOUIS RAILWAY FROM ESTILL SPRINGS, FRANKLIN COUNTY, AT BRUNO
 FD0155'CROSSING, 54 FEET WEST OF THE WEST RAIL, 12 FEET SOUTH OF THE
 FD0155'ROAD, AND IN THE NORTHWEST ANGLE OF THE RIGHT-OF-WAY FENCE
 FD0155'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FD0155'STAMPED P T STA NO 16 T 1926 AND SET IN THE TOP OF A CONCRETE
 FD0155'POST.
 FD0155
 FD0155                          STATION RECOVERY (1999)
 FD0155
 FD0155'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0155'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1669 ***********************************************************************
 GC1669  DESIGNATION -  PTS 16 W
 GC1669  PID         -  GC1669
 GC1669  STATE/COUNTY-  TN/STEWART
 GC1669  USGS QUAD   -  CUMBERLAND CITY (1983)
 GC1669
 GC1669                         *CURRENT SURVEY CONTROL
 GC1669  ___________________________________________________________________
 GC1669* NAD 83(1986)-  36 23 36.     (N)    087 38 11.     (W)     SCALED    
 GC1669* NAVD 88     -       118.790  (meters)     389.73   (feet)  ADJUSTED  
 GC1669  ___________________________________________________________________
 GC1669  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC1669  DYNAMIC HT  -         118.691 (meters)     389.41  (feet)  COMP
 GC1669  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GC1669
 GC1669  VERT ORDER  -  SECOND    CLASS 0
 GC1669
 GC1669.The horizontal coordinates were scaled from a topographic map and have
 GC1669.an estimated accuracy of +/- 6 seconds.
 GC1669
 GC1669.The orthometric height was determined by differential leveling
 GC1669.and adjusted by the National Geodetic Survey in June 1991..
 GC1669
 GC1669.The geoid height was determined by GEOID03.
 GC1669
 GC1669.The dynamic height is computed by dividing the NAVD 88
 GC1669.geopotential number by the normal gravity value computed on the
 GC1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1669.degrees latitude (g = 980.6199 gals.).
 GC1669
 GC1669.The modeled gravity was interpolated from observed gravity values.
 GC1669
 GC1669;                    North         East    Units  Estimated Accuracy
 GC1669;SPC TN       -   229,790.      453,200.      MT  (+/- 180 meters Scaled)
 GC1669
 GC1669                          SUPERSEDED SURVEY CONTROL
 GC1669
 GC1669  NGVD 29 (??/??/92)  118.840  (m)          389.89   (f) ADJ UNCH    2 0
 GC1669
 GC1669.Superseded values are not recommended for survey control.
 GC1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1669.See file dsdata.txt to determine how the superseded data were derived.
 GC1669
 GC1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF429277(NAD 83)
 GC1669_MARKER: DD = SURVEY DISK
 GC1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1669_SP_SET: BUILDING
 GC1669_STAMPING: 390.137 PT STA NO 16 W 1925 TENN K 7 1925
 GC1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1669
 GC1669  HISTORY     - Date     Condition        Report By
 GC1669  HISTORY     - 1925     MONUMENTED       USGS
 GC1669  HISTORY     - 1934     GOOD             NGS
 GC1669  HISTORY     - 1987     GOOD             USPSQD
 GC1669
 GC1669                          STATION DESCRIPTION
 GC1669
 GC1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1669'AT CUMBERLAND CITY.
 GC1669'AT CUMBERLAND CITY, STEWART COUNTY, 250 YARDS WEST OF THE
 GC1669'LOUISVILLE AND NASHVILLE RAILROAD STATION, ON A HILL SOUTH ACROSS
 GC1669'A GRAVEL HIGHWAY FROM THE TRACK, AT THE NORTHWEST CORNER OF THE
 GC1669'CONCRETE RETAINING WALL AROUND A LARGE FRAMEHOUSE, IN THE CENTER
 GC1669'OF THE TOP OF THE WALL AT THE ANGLE, 4 YARDS EAST OF THE
 GC1669'CENTERLINE OF A SIDE ROAD, AND 4 YARDS SOUTH OF THE CENTERLINE
 GC1669'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GC1669'STAMPED 390.137 PT STA NO 16 W 1925 TENN K 7 1925.
 GC1669
 GC1669                          STATION RECOVERY (1987)
 GC1669
 GC1669'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1666 ***********************************************************************
 GC1666  DESIGNATION -  PTS 17 W
 GC1666  PID         -  GC1666
 GC1666  STATE/COUNTY-  TN/HOUSTON
 GC1666  USGS QUAD   -  ERIN (1981)
 GC1666
 GC1666                         *CURRENT SURVEY CONTROL
 GC1666  ___________________________________________________________________
 GC1666* NAD 83(1986)-  36 21 31.     (N)    087 39 40.     (W)     SCALED    
 GC1666* NAVD 88     -       117.959  (meters)     387.00   (feet)  ADJUSTED  
 GC1666  ___________________________________________________________________
 GC1666  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC1666  DYNAMIC HT  -         117.860 (meters)     386.68  (feet)  COMP
 GC1666  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GC1666
 GC1666  VERT ORDER  -  SECOND    CLASS 0
 GC1666
 GC1666.The horizontal coordinates were scaled from a topographic map and have
 GC1666.an estimated accuracy of +/- 6 seconds.
 GC1666
 GC1666.The orthometric height was determined by differential leveling
 GC1666.and adjusted by the National Geodetic Survey in June 1991..
 GC1666
 GC1666.The geoid height was determined by GEOID03.
 GC1666
 GC1666.The dynamic height is computed by dividing the NAVD 88
 GC1666.geopotential number by the normal gravity value computed on the
 GC1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1666.degrees latitude (g = 980.6199 gals.).
 GC1666
 GC1666.The modeled gravity was interpolated from observed gravity values.
 GC1666
 GC1666;                    North         East    Units  Estimated Accuracy
 GC1666;SPC TN       -   225,970.      450,920.      MT  (+/- 180 meters Scaled)
 GC1666
 GC1666                          SUPERSEDED SURVEY CONTROL
 GC1666
 GC1666  NGVD 29 (??/??/92)  118.007  (m)          387.16   (f) ADJ UNCH    2 0
 GC1666
 GC1666.Superseded values are not recommended for survey control.
 GC1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1666.See file dsdata.txt to determine how the superseded data were derived.
 GC1666
 GC1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF406239(NAD 83)
 GC1666_MARKER: DD = SURVEY DISK
 GC1666_SETTING: 66 = SET IN ROCK OUTCROP
 GC1666_SP_SET: ROCK LEDGE
 GC1666_STAMPING: 387.401 PT STA NO 17 W 1925 TENN K 8 1925
 GC1666_MARK LOGO: USGS  
 GC1666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1666+STABILITY: POSITION/ELEVATION WELL
 GC1666
 GC1666  HISTORY     - Date     Condition        Report By
 GC1666  HISTORY     - 1925     MONUMENTED       USGS
 GC1666  HISTORY     - 1934     GOOD             NGS
 GC1666
 GC1666                          STATION DESCRIPTION
 GC1666
 GC1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1666'3.1 MI SW FROM CUMBERLAND CITY.
 GC1666'3.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1666'FROM THE STATION AT CUMBERLAND CITY, STEWART COUNTY, 0.3 MILE
 GC1666'SOUTH OF THE STATION SIGN AT DOLOMITE, 250 YARDS NORTH OF MILEPOST
 GC1666'202, 42 YARDS NORTH OF THE CENTER OF A HIGHWAY CROSSING, 4 YARDS
 GC1666'EAST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK LEDGE,
 GC1666'AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 GC1666'STANDARD DISK, STAMPED 387.401 PT STA NO 17 W 1925 TENN K 8 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0247 ***********************************************************************
 GD0247  DESIGNATION -  PTS 18
 GD0247  PID         -  GD0247
 GD0247  STATE/COUNTY-  TN/BENTON
 GD0247  USGS QUAD   -  CAMDEN (1984)
 GD0247
 GD0247                         *CURRENT SURVEY CONTROL
 GD0247  ___________________________________________________________________
 GD0247* NAD 83(1986)-  36 03 01.     (N)    088 06 02.     (W)     SCALED    
 GD0247* NAVD 88     -       119.516  (meters)     392.11   (feet)  ADJUSTED  
 GD0247  ___________________________________________________________________
 GD0247  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0247  DYNAMIC HT  -         119.415 (meters)     391.78  (feet)  COMP
 GD0247  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 GD0247
 GD0247  VERT ORDER  -  FIRST     CLASS II
 GD0247
 GD0247.The horizontal coordinates were scaled from a topographic map and have
 GD0247.an estimated accuracy of +/- 6 seconds.
 GD0247
 GD0247.The orthometric height was determined by differential leveling
 GD0247.and adjusted by the National Geodetic Survey in June 1991..
 GD0247
 GD0247.The geoid height was determined by GEOID03.
 GD0247
 GD0247.The dynamic height is computed by dividing the NAVD 88
 GD0247.geopotential number by the normal gravity value computed on the
 GD0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0247.degrees latitude (g = 980.6199 gals.).
 GD0247
 GD0247.The modeled gravity was interpolated from observed gravity values.
 GD0247
 GD0247;                    North         East    Units  Estimated Accuracy
 GD0247;SPC TN       -   192,530.      410,750.      MT  (+/- 180 meters Scaled)
 GD0247
 GD0247                          SUPERSEDED SURVEY CONTROL
 GD0247
 GD0247  NGVD 29 (??/??/??)  119.545  (m)          392.21   (f) ADJUSTED    1 2
 GD0247
 GD0247.Superseded values are not recommended for survey control.
 GD0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0247.See file dsdata.txt to determine how the superseded data were derived.
 GD0247
 GD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE008900(NAD 83)
 GD0247_MARKER: P = PIPE CAP
 GD0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0247_STAMPING: PRIM TRAV STA NO 18 1906 TENN 392.378
 GD0247_MARK LOGO: USGS  
 GD0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0247
 GD0247  HISTORY     - Date     Condition        Report By
 GD0247  HISTORY     - 1905     MONUMENTED       USGS
 GD0247  HISTORY     - 1969     GOOD             CGS
 GD0247
 GD0247                          STATION DESCRIPTION
 GD0247
 GD0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0247'AT CAMDEN.
 GD0247'THE MARK IS ABOUT 0.3 OF A MILE NORTHWEST ALONG NATCHEZ TRACE
 GD0247'STREET FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION, IN
 GD0247'THE NORTHEAST ANGLE OF THE T INTERSECTION OF NATCHEZ TRACE
 GD0247'STREET AND FERN AVENUE, (THIS IS ALSO THE INTERSECTION OF STATE
 GD0247'ROUTE 69 AND ALTERNATE STATE ROUTE 69).  IT IS 52 FEET
 GD0247'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD0247'OF NATCHEZ TRACE STREET AND FERN AVENUE, 48 FEET NORTH OF THE
 GD0247'APPROXIMATE CENTER OF THE NATCHEZ TRACE STREET (STATE ROUTE 69),
 GD0247'25 FEET EAST OF THE APPROXIMATE CENTER OF FERN AVENUE (ALT.
 GD0247'STATE ROUTE 69), 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND
 GD0247'SIGN, AND 0.7 OF A FOOT SOUTH OF THE SOUTHWEST CORNER OF A
 GD0247'CONCRETE BLOCK BUILDING.  IT IS A USGS BRASS CAP RIVETED TO THE
 GD0247'TOP OF A 3 1/2 INCH IRON PIPE THAT PROJECTS ABOUT 1 INCH AND
 GD0247'THE CAP IS STAMPED PRIM TRAV STA NO 18 1905 TENN 392.378.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1662 ***********************************************************************
 GC1662  DESIGNATION -  PTS 18 W
 GC1662  PID         -  GC1662
 GC1662  STATE/COUNTY-  TN/HOUSTON
 GC1662  USGS QUAD   -  ERIN (1981)
 GC1662
 GC1662                         *CURRENT SURVEY CONTROL
 GC1662  ___________________________________________________________________
 GC1662* NAD 83(1986)-  36 19 05.     (N)    087 41 41.     (W)     SCALED    
 GC1662* NAVD 88     -       137.561  (meters)     451.31   (feet)  ADJUSTED  
 GC1662  ___________________________________________________________________
 GC1662  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1662  DYNAMIC HT  -         137.445 (meters)     450.93  (feet)  COMP
 GC1662  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 GC1662
 GC1662  VERT ORDER  -  SECOND    CLASS 0
 GC1662
 GC1662.The horizontal coordinates were scaled from a topographic map and have
 GC1662.an estimated accuracy of +/- 6 seconds.
 GC1662
 GC1662.The orthometric height was determined by differential leveling
 GC1662.and adjusted by the National Geodetic Survey in June 1991..
 GC1662
 GC1662.The geoid height was determined by GEOID03.
 GC1662
 GC1662.The dynamic height is computed by dividing the NAVD 88
 GC1662.geopotential number by the normal gravity value computed on the
 GC1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1662.degrees latitude (g = 980.6199 gals.).
 GC1662
 GC1662.The modeled gravity was interpolated from observed gravity values.
 GC1662
 GC1662;                    North         East    Units  Estimated Accuracy
 GC1662;SPC TN       -   221,520.      447,820.      MT  (+/- 180 meters Scaled)
 GC1662
 GC1662                          SUPERSEDED SURVEY CONTROL
 GC1662
 GC1662  NGVD 29 (??/??/92)  137.603  (m)          451.45   (f) ADJ UNCH    2 0
 GC1662
 GC1662.Superseded values are not recommended for survey control.
 GC1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1662.See file dsdata.txt to determine how the superseded data were derived.
 GC1662
 GC1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF376194(NAD 83)
 GC1662_MARKER: DD = SURVEY DISK
 GC1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1662_SP_SET: STEP
 GC1662_STAMPING: 451.692 PT STA 18 W 1925 TENN K 9 1925
 GC1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1662
 GC1662  HISTORY     - Date     Condition        Report By
 GC1662  HISTORY     - 1925     MONUMENTED       USGS
 GC1662  HISTORY     - 1934     GOOD             NGS
 GC1662  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1662
 GC1662                          STATION DESCRIPTION
 GC1662
 GC1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1662'AT ERIN.
 GC1662'AT ERIN, HOUSTON COUNTY, AT THE SOUTH ENTRANCE TO THE COURTHOUSE,
 GC1662'AND IN THE TOP OF THE SOUTHEAST CORNER OF THE BOTTOM STONE STEP.
 GC1662'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 451.692
 GC1662'PT STA 18 W 1925 TENN K 9 1925.
 GC1662
 GC1662                          STATION RECOVERY (1987)
 GC1662
 GC1662'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0355 ***********************************************************************
 GD0355  DESIGNATION -  PTS 19
 GD0355  PID         -  GD0355
 GD0355  STATE/COUNTY-  TN/WEAKLEY
 GD0355  USGS QUAD   -  GREENFIELD (1985)
 GD0355
 GD0355                         *CURRENT SURVEY CONTROL
 GD0355  ___________________________________________________________________
 GD0355* NAD 83(1995)-  36 09 12.13642(N)    088 48 02.73004(W)     ADJUSTED  
 GD0355* NAVD 88     -       131.540  (meters)     431.56   (feet)  ADJUSTED  
 GD0355  ___________________________________________________________________
 GD0355  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GD0355  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0355  DYNAMIC HT  -         131.431 (meters)     431.20  (feet)  COMP
 GD0355  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GD0355
 GD0355  HORZ ORDER  -  SECOND
 GD0355  VERT ORDER  -  FIRST     CLASS II
 GD0355
 GD0355.The horizontal coordinates were established by classical geodetic methods
 GD0355.and adjusted by the National Geodetic Survey in April 1999..
 GD0355
 GD0355.The orthometric height was determined by differential leveling
 GD0355.and adjusted by the National Geodetic Survey in June 1991..
 GD0355
 GD0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0355
 GD0355.The geoid height was determined by GEOID03.
 GD0355
 GD0355.The dynamic height is computed by dividing the NAVD 88
 GD0355.geopotential number by the normal gravity value computed on the
 GD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0355.degrees latitude (g = 980.6199 gals.).
 GD0355
 GD0355.The modeled gravity was interpolated from observed gravity values.
 GD0355
 GD0355;                    North         East     Units Scale Factor Converg.
 GD0355;SPC TN       -   205,538.844   348,006.673   MT  0.99996388   -1 38 22.8
 GD0355;SPC TN       -   674,338.69  1,141,751.89   sFT  0.99996388   -1 38 22.8
 GD0355;UTM  16      - 4,002,461.859   338,008.592   MT  0.99992334   -1 03 45.3
 GD0355
 GD0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0355!SPC TN       -   0.99998378  x   0.99996388  =   0.99994766
 GD0355!UTM  16      -   0.99998378  x   0.99992334  =   0.99990712
 GD0355
 GD0355                          SUPERSEDED SURVEY CONTROL
 GD0355
 GD0355  NAD 83(1995)-  36 09 12.13848(N)    088 48 02.73306(W) AD(       ) 2
 GD0355  NAD 83(1995)-  36 09 12.13861(N)    088 48 02.73356(W) AD(       ) 2
 GD0355  NAD 83(1986)-  36 09 12.14853(N)    088 48 02.72896(W) AD(       ) 2
 GD0355  NAD 27      -  36 09 11.91400(N)    088 48 02.50600(W) AD(       ) 2
 GD0355  NGVD 29 (??/??/??)  131.568  (m)          431.65   (f) ADJUSTED    1 2
 GD0355
 GD0355.Superseded values are not recommended for survey control.
 GD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0355.See file dsdata.txt to determine how the superseded data were derived.
 GD0355
 GD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3800902462(NAD 83)
 GD0355_MARKER: P = PIPE CAP
 GD0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0355_STAMPING: PRIM TRAV STA NO 19 1910 TENNESSEE
 GD0355_MARK LOGO: USGS  
 GD0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0355
 GD0355  HISTORY     - Date     Condition        Report By
 GD0355  HISTORY     - 1910     MONUMENTED       USGS
 GD0355  HISTORY     - 1948     GOOD             CGS
 GD0355  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0355  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0355
 GD0355                          STATION DESCRIPTION
 GD0355
 GD0355'DESCRIBED BY US GEOLOGICAL SURVEY 1910 (MAH)
 GD0355'IN GREENFIELD, 7 YARDS WEST OF CENTER LINE OF ROUTE 45E, 5 YARDS
 GD0355'SOUTH OF EAST-WEST STREET, AND 124.12 FEET N 79 DEG 18 MIN W
 GD0355'FROM STATION GREENFIELD, SEE DESCRIPTION THEREOF.  ORIGINALLY
 GD0355'MARKED BY IRON POST STAMPED PRIM. TRAV. STA. NO. 19 1910.
 GD0355
 GD0355                          STATION RECOVERY (1948)
 GD0355
 GD0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0355'AT GREENFIELD.
 GD0355'AT GREENFIELD, 137.5 FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 45E
 GD0355'AND THE ILLINOIS CENTRAL RAILROAD FROM THE SOUTHWEST CORNER OF
 GD0355'THE STATION, IN THE NORTHEAST CORNER OF A HOTEL LAWN, 25 FEET
 GD0355'WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE
 GD0355'CENTER LINE OF AN EAST-WEST STREET, 61 FEET EAST-NORTHEAST
 GD0355'OF THE NORTHEAST CORNER OF THE BRICK HOTEL BUILDING, 100.4
 GD0355'FEET WEST-NORTHWEST OF TRIANGULATION STATION GREENFIELD, 1
 GD0355'FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GD0355'THE HIGHWAY AND SET ON TOP OF A 3 1/2 INCH PIPE PROJECTING
 GD0355'ABOUT 2 IN.  NOTE-- IF THE MARK DOES STILL EXIST, IT IS
 GD0355'NOW UNDER THE CONCRETE DRIVE OF A LARGE FILLING STATION, AND
 GD0355'IS LOST TO FUTURE USE.
 GD0355
 GD0355                          STATION RECOVERY (1967)
 GD0355
 GD0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0355'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT
 GD0355'COULD NOT BE FOUND.  IF THE MARK STILL EXISTS, IT IS NOW UNDER THE
 GD0355'CONCRETE DRIVE OF A LARGE FILLING STATION, AND IS LOST TO FUTURE
 GD0355'USE.
 GD0355
 GD0355                          STATION RECOVERY (1967)
 GD0355
 GD0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0236 ***********************************************************************
 FD0236  DESIGNATION -  PTS 20
 FD0236  PID         -  FD0236
 FD0236  STATE/COUNTY-  TN/COFFEE
 FD0236  USGS QUAD   -  NORMANDY LAKE (1976)
 FD0236
 FD0236                         *CURRENT SURVEY CONTROL
 FD0236  ___________________________________________________________________
 FD0236* NAD 83(1986)-  35 22 47.     (N)    086 10 11.     (W)     SCALED    
 FD0236* NAVD 88     -       320.168  (meters)    1050.42   (feet)  ADJUSTED  
 FD0236  ___________________________________________________________________
 FD0236  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0236  DYNAMIC HT  -         319.861 (meters)    1049.41  (feet)  COMP
 FD0236  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 FD0236
 FD0236  VERT ORDER  -  SECOND    CLASS 0
 FD0236
 FD0236.The horizontal coordinates were scaled from a topographic map and have
 FD0236.an estimated accuracy of +/- 6 seconds.
 FD0236
 FD0236.The orthometric height was determined by differential leveling
 FD0236.and adjusted by the National Geodetic Survey in June 1991..
 FD0236
 FD0236.The geoid height was determined by GEOID03.
 FD0236
 FD0236.The dynamic height is computed by dividing the NAVD 88
 FD0236.geopotential number by the normal gravity value computed on the
 FD0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0236.degrees latitude (g = 980.6199 gals.).
 FD0236
 FD0236.The modeled gravity was interpolated from observed gravity values.
 FD0236
 FD0236;                    North         East    Units  Estimated Accuracy
 FD0236;SPC TN       -   116,110.      584,580.      MT  (+/- 180 meters Scaled)
 FD0236
 FD0236                          SUPERSEDED SURVEY CONTROL
 FD0236
 FD0236  NGVD 29 (??/??/92)  320.149  (m)         1050.36   (f) ADJ UNCH    2 0
 FD0236
 FD0236.Superseded values are not recommended for survey control.
 FD0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0236.See file dsdata.txt to determine how the superseded data were derived.
 FD0236
 FD0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE754154(NAD 83)
 FD0236_MARKER: DD = SURVEY DISK
 FD0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0236_STAMPING: PT STA NO 20 T 1926
 FD0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0236+STABILITY: SURFACE MOTION
 FD0236
 FD0236  HISTORY     - Date     Condition        Report By
 FD0236  HISTORY     - 1926     MONUMENTED       USGS
 FD0236  HISTORY     - 1934     GOOD             NGS
 FD0236
 FD0236                          STATION DESCRIPTION
 FD0236
 FD0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0236'2.6 MI NE FROM TULLAHOMA.
 FD0236'2.6 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0236'LOUIS RAILWAY FROM TULLAHOMA, COFFEE COUNTY, AT A ROAD CROSSING,
 FD0236'BETWEEN POLES 2/26 AND 2/27, NORTHWEST OF THE TRACK, AND NEAR A
 FD0236'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FD0236'STAMPED P T STA NO 20 T 1926 AND SET IN THE TOP OF A CONCRETE
 FD0236'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0345 ***********************************************************************
 GD0345  DESIGNATION -  PTS 20
 GD0345  PID         -  GD0345
 GD0345  STATE/COUNTY-  TN/WEAKLEY
 GD0345  USGS QUAD   -  GREENFIELD (1985)
 GD0345
 GD0345                         *CURRENT SURVEY CONTROL
 GD0345  ___________________________________________________________________
 GD0345* NAD 83(1986)-  36 14 00.     (N)    088 49 28.     (W)     SCALED    
 GD0345* NAVD 88     -       125.358  (meters)     411.28   (feet)  ADJUSTED  
 GD0345  ___________________________________________________________________
 GD0345  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0345  DYNAMIC HT  -         125.254 (meters)     410.94  (feet)  COMP
 GD0345  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GD0345
 GD0345  VERT ORDER  -  FIRST     CLASS II
 GD0345
 GD0345.The horizontal coordinates were scaled from a topographic map and have
 GD0345.an estimated accuracy of +/- 6 seconds.
 GD0345
 GD0345.The orthometric height was determined by differential leveling
 GD0345.and adjusted by the National Geodetic Survey in June 1991..
 GD0345
 GD0345.The geoid height was determined by GEOID03.
 GD0345
 GD0345.The dynamic height is computed by dividing the NAVD 88
 GD0345.geopotential number by the normal gravity value computed on the
 GD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0345.degrees latitude (g = 980.6199 gals.).
 GD0345
 GD0345.The modeled gravity was interpolated from observed gravity values.
 GD0345
 GD0345;                    North         East    Units  Estimated Accuracy
 GD0345;SPC TN       -   214,470.      346,130.      MT  (+/- 180 meters Scaled)
 GD0345
 GD0345                          SUPERSEDED SURVEY CONTROL
 GD0345
 GD0345  NGVD 29 (??/??/??)  125.377  (m)          411.34   (f) ADJUSTED    1 2
 GD0345
 GD0345.Superseded values are not recommended for survey control.
 GD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0345.See file dsdata.txt to determine how the superseded data were derived.
 GD0345
 GD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF360113(NAD 83)
 GD0345_MARKER: P = PIPE CAP
 GD0345_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0345_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0345_STAMPING: PRIM TRAV STA NO 20 411 1919 TENNESSEE
 GD0345_MARK LOGO: USGS  
 GD0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0345
 GD0345  HISTORY     - Date     Condition        Report By
 GD0345  HISTORY     - 1919     MONUMENTED       USGS
 GD0345  HISTORY     - 1967     GOOD             CGS
 GD0345  HISTORY     - 20020826 MARK NOT FOUND   USACE
 GD0345
 GD0345                          STATION DESCRIPTION
 GD0345
 GD0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0345'AT SHARON.
 GD0345'THE MARK IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF E. MAIN
 GD0345'STREET AND S. FRONT STREET AND VERY CLOSE IN THE ANGLE OF THE
 GD0345'CORNER, 236 FEET NORTH-NORTHWEST AND ACROSS THE ILLINOIS CENTRAL
 GD0345'RAILROAD TRACKS FROM THE NORTHWEST CORNER OF THE STATION, 55
 GD0345'FEET EAST OF THE NORTHEAST CORNER OF A BRICK STORE BUILDING, 42
 GD0345'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 22 FEET SOUTH OF
 GD0345'THE APPROXIMATE CENTER OF E. MAIN STREET, 20 FEET EAST OF THE
 GD0345'APPROXIMATE CENTER OF S. FRONT STREET, 11.2 FEET SOUTHWEST OF A
 GD0345'STREET LIGHT, 5.3 FEET WEST-SOUTHWEST OF A STREET MARKER, 3.3
 GD0345'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, AND ABOUT
 GD0345'2 FEET BELOW THE LEVEL OF THE RAILROAD TRACK.  IT IS A USGS BRASS
 GD0345'CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE ABOUT 8 INCHES
 GD0345'BELOW THE SURFACE OF THE GROUND AND IS SURROUNDED BY A 7-INCH
 GD0345'CLAY PIPE SET IN CONCRETE.  THE BRASS CAP IS STAMPED PRIM TRAV
 GD0345'STA NO 20 411 1919 TENNESSEE.
 GD0345
 GD0345                          STATION RECOVERY (2002)
 GD0345
 GD0345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0345'MONUMENT STILL PROBABLY EXISTS, HOWEVER HAS BEEN PAVED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0989 ***********************************************************************
 FE0989  DESIGNATION -  PTS 21 J RESET
 FE0989  PID         -  FE0989
 FE0989  STATE/COUNTY-  TN/FAYETTE
 FE0989  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0989
 FE0989                         *CURRENT SURVEY CONTROL
 FE0989  ___________________________________________________________________
 FE0989* NAD 83(1986)-  35 02 52.     (N)    089 14 37.     (W)     SCALED    
 FE0989* NAVD 88     -       163.518  (meters)     536.48   (feet)  ADJUSTED  
 FE0989  ___________________________________________________________________
 FE0989  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0989  DYNAMIC HT  -         163.364 (meters)     535.97  (feet)  COMP
 FE0989  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FE0989
 FE0989  VERT ORDER  -  FIRST     CLASS II
 FE0989
 FE0989.The horizontal coordinates were scaled from a topographic map and have
 FE0989.an estimated accuracy of +/- 6 seconds.
 FE0989
 FE0989.The orthometric height was determined by differential leveling
 FE0989.and adjusted by the National Geodetic Survey in June 1991..
 FE0989.WARNING-Repeat measurements at this control monument indicate possible
 FE0989.vertical movement.
 FE0989
 FE0989.The geoid height was determined by GEOID03.
 FE0989
 FE0989.The dynamic height is computed by dividing the NAVD 88
 FE0989.geopotential number by the normal gravity value computed on the
 FE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0989.degrees latitude (g = 980.6199 gals.).
 FE0989
 FE0989.The modeled gravity was interpolated from observed gravity values.
 FE0989
 FE0989;                    North         East    Units  Estimated Accuracy
 FE0989;SPC TN       -    84,170.      304,110.      MT  (+/- 180 meters Scaled)
 FE0989
 FE0989                          SUPERSEDED SURVEY CONTROL
 FE0989
 FE0989  NGVD 29 (??/??/??)  164.17   (m)          538.6    (f) RESET       3  
 FE0989
 FE0989.Superseded values are not recommended for survey control.
 FE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0989.See file dsdata.txt to determine how the superseded data were derived.
 FE0989
 FE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD953806(NAD 83)
 FE0989_MARKER: DD = SURVEY DISK
 FE0989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0989_STAMPING: PRIM TRAV STA NO 21 J 1925 TENN RESET 1943
 FE0989_MARK LOGO: USGS  
 FE0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0989+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE0989
 FE0989  HISTORY     - Date     Condition        Report By
 FE0989  HISTORY     - 1943     MONUMENTED       USGS
 FE0989  HISTORY     - 1983     GOOD             NGS
 FE0989  HISTORY     - 20020923 GOOD             USACE
 FE0989  HISTORY     - 20060430 GOOD             GEOCAC
 FE0989
 FE0989                          STATION DESCRIPTION
 FE0989
 FE0989'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 FE0989'AT LA GRANGE.
 FE0989'AT LA GRANGE, 300 FEET (WEST) OF THE SOUTHERN RAILWAY STATION
 FE0989'SHED, AT A ROAD UNDERPASS, AT THE EAST ABUTMENT, IN THE TOP OF
 FE0989'THE CONCRETE BACK WALL, AND 9 FEET NORTH OF THE CENTERLINE OF
 FE0989'THE TRACK.
 FE0989
 FE0989                          STATION RECOVERY (1983)
 FE0989
 FE0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0989'RECOVERED IN GOOD CONDITION.
 FE0989
 FE0989                          STATION RECOVERY (2002)
 FE0989
 FE0989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0989'STREET AT UNDERPASS IS LAGRANGE ROAD.
 FE0989
 FE0989                          STATION RECOVERY (2006)
 FE0989
 FE0989'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0989'FROM THE INTERSECTION OF STATE HIGHWAY 57 AND MAIN STREET IN LA GRANGE
 FE0989'GO NORTH ON MAIN STREET TO THE OVERPASS WITH THE NORFOLK SOUTHERN
 FE0989'RAILWAY.  MARK IS SET AS DESCRIBED IN 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0159 ***********************************************************************
 FD0159  DESIGNATION -  PTS 23 T
 FD0159  PID         -  FD0159
 FD0159  STATE/COUNTY-  TN/FRANKLIN
 FD0159  USGS QUAD   -  WINCHESTER (1971)
 FD0159
 FD0159                         *CURRENT SURVEY CONTROL
 FD0159  ___________________________________________________________________
 FD0159* NAD 83(1986)-  35 11 18.     (N)    086 02 45.     (W)     SCALED    
 FD0159* NAVD 88     -       304.519  (meters)     999.08   (feet)  ADJUSTED  
 FD0159  ___________________________________________________________________
 FD0159  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0159  DYNAMIC HT  -         304.220 (meters)     998.10  (feet)  COMP
 FD0159  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 FD0159
 FD0159  VERT ORDER  -  FIRST     CLASS II
 FD0159
 FD0159.The horizontal coordinates were scaled from a topographic map and have
 FD0159.an estimated accuracy of +/- 6 seconds.
 FD0159
 FD0159.The orthometric height was determined by differential leveling
 FD0159.and adjusted by the National Geodetic Survey in June 1991..
 FD0159
 FD0159.The geoid height was determined by GEOID03.
 FD0159
 FD0159.The dynamic height is computed by dividing the NAVD 88
 FD0159.geopotential number by the normal gravity value computed on the
 FD0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0159.degrees latitude (g = 980.6199 gals.).
 FD0159
 FD0159.The modeled gravity was interpolated from observed gravity values.
 FD0159
 FD0159;                    North         East    Units  Estimated Accuracy
 FD0159;SPC TN       -    94,860.      595,830.      MT  (+/- 180 meters Scaled)
 FD0159
 FD0159                          SUPERSEDED SURVEY CONTROL
 FD0159
 FD0159  NGVD 29 (??/??/92)  304.490  (m)          998.98   (f) ADJ UNCH    1 2
 FD0159
 FD0159.Superseded values are not recommended for survey control.
 FD0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0159.See file dsdata.txt to determine how the superseded data were derived.
 FD0159
 FD0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED868943(NAD 83)
 FD0159_MARKER: DD = SURVEY DISK
 FD0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0159_SP_SET: ABUTMENT
 FD0159_STAMPING: PT STA NO 23 T 1926
 FD0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0159
 FD0159  HISTORY     - Date     Condition        Report By
 FD0159  HISTORY     - 1926     MONUMENTED       USGS
 FD0159  HISTORY     - 1934     GOOD             NGS
 FD0159
 FD0159                          STATION DESCRIPTION
 FD0159
 FD0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0159'2.2 MI SE FROM DECHERD.
 FD0159'2.2 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0159'LOUIS RAILWAY FROM DECHERD, FRANKLIN COUNTY, ON A CONCRETE
 FD0159'UNDERPASS, ON THE TOP OF THE NORTHWEST ABUTMENT, 1 FOOT FROM
 FD0159'THE NORTHWEST EDGE, AND 16 INCHES NORTHEAST OF THE INNER EDGE
 FD0159'OF THE SOUTHWEST PARAPET.  A UNITED STATES GEOLOGICAL SURVEY
 FD0159'STANDARD DISK, STAMPED P T STA NO 23 T 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0160 ***********************************************************************
 FD0160  DESIGNATION -  PTS 24 T
 FD0160  PID         -  FD0160
 FD0160  STATE/COUNTY-  TN/FRANKLIN
 FD0160  USGS QUAD   -  WINCHESTER (1971)
 FD0160
 FD0160                         *CURRENT SURVEY CONTROL
 FD0160  ___________________________________________________________________
 FD0160* NAD 83(1986)-  35 10 03.     (N)    086 00 57.     (W)     SCALED    
 FD0160* NAVD 88     -       298.612  (meters)     979.70   (feet)  ADJUSTED  
 FD0160  ___________________________________________________________________
 FD0160  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD0160  DYNAMIC HT  -         298.319 (meters)     978.73  (feet)  COMP
 FD0160  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 FD0160
 FD0160  VERT ORDER  -  FIRST     CLASS II
 FD0160
 FD0160.The horizontal coordinates were scaled from a topographic map and have
 FD0160.an estimated accuracy of +/- 6 seconds.
 FD0160
 FD0160.The orthometric height was determined by differential leveling
 FD0160.and adjusted by the National Geodetic Survey in June 1991..
 FD0160
 FD0160.The geoid height was determined by GEOID03.
 FD0160
 FD0160.The dynamic height is computed by dividing the NAVD 88
 FD0160.geopotential number by the normal gravity value computed on the
 FD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0160.degrees latitude (g = 980.6199 gals.).
 FD0160
 FD0160.The modeled gravity was interpolated from observed gravity values.
 FD0160
 FD0160;                    North         East    Units  Estimated Accuracy
 FD0160;SPC TN       -    92,550.      598,560.      MT  (+/- 180 meters Scaled)
 FD0160
 FD0160                          SUPERSEDED SURVEY CONTROL
 FD0160
 FD0160  NGVD 29 (??/??/92)  298.584  (m)          979.60   (f) ADJ UNCH    1 2
 FD0160
 FD0160.Superseded values are not recommended for survey control.
 FD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0160.See file dsdata.txt to determine how the superseded data were derived.
 FD0160
 FD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED896920(NAD 83)
 FD0160_MARKER: DD = SURVEY DISK
 FD0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0160_STAMPING: PT STA NO 24 T 1926
 FD0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0160+STABILITY: SURFACE MOTION
 FD0160
 FD0160  HISTORY     - Date     Condition        Report By
 FD0160  HISTORY     - 1926     MONUMENTED       USGS
 FD0160  HISTORY     - 1935     GOOD             NGS
 FD0160
 FD0160                          STATION DESCRIPTION
 FD0160
 FD0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0160'0.4 MI NW FROM COWAN.
 FD0160'0.4 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0160'LOUIS RAILWAY FROM COWAN, FRANKLIN COUNTY, 40 FEET NORTHWEST OF
 FD0160'A POINT OPPOSITE SIGNALS 86/5 AND 86/6, AT THE CROSSING OF A
 FD0160'NORTH-AND-SOUTH ROAD, NORTHEAST OF A SHORT NORTHWEST-AND-SOUTHEAST
 FD0160'TANGENT IN THE ROAD, AND 65 FEET NORTHEAST OF THE NORTHEAST
 FD0160'RAIL OF A PASSING SIDING.  A UNITED STATES GEOLOGICAL SURVEY
 FD0160'STANDARD DISK, STAMPED P T STA NO 24 T 1926 AND SET IN THE
 FD0160'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1631 ***********************************************************************
 GC1631  DESIGNATION -  PTS 24 W=K 16
 GC1631  PID         -  GC1631
 GC1631  STATE/COUNTY-  TN/HUMPHREYS
 GC1631  USGS QUAD   -  WAVERLY (1987)
 GC1631
 GC1631                         *CURRENT SURVEY CONTROL
 GC1631  ___________________________________________________________________
 GC1631* NAD 83(1986)-  36 04 58.     (N)    087 47 40.     (W)     SCALED    
 GC1631* NAVD 88     -       166.423  (meters)     546.01   (feet)  ADJUSTED  
 GC1631  ___________________________________________________________________
 GC1631  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1631  DYNAMIC HT  -         166.279 (meters)     545.53  (feet)  COMP
 GC1631  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GC1631
 GC1631  VERT ORDER  -  FIRST     CLASS II
 GC1631
 GC1631.The horizontal coordinates were scaled from a topographic map and have
 GC1631.an estimated accuracy of +/- 6 seconds.
 GC1631
 GC1631.The orthometric height was determined by differential leveling
 GC1631.and adjusted by the National Geodetic Survey in June 1991..
 GC1631
 GC1631.The geoid height was determined by GEOID03.
 GC1631
 GC1631.The dynamic height is computed by dividing the NAVD 88
 GC1631.geopotential number by the normal gravity value computed on the
 GC1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1631.degrees latitude (g = 980.6199 gals.).
 GC1631
 GC1631.The modeled gravity was interpolated from observed gravity values.
 GC1631
 GC1631;                    North         East    Units  Estimated Accuracy
 GC1631;SPC TN       -   195,580.      438,390.      MT  (+/- 180 meters Scaled)
 GC1631
 GC1631                          SUPERSEDED SURVEY CONTROL
 GC1631
 GC1631  NGVD 29 (??/??/92)  166.453  (m)          546.10   (f) ADJ UNCH    1 2
 GC1631
 GC1631.Superseded values are not recommended for survey control.
 GC1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1631.See file dsdata.txt to determine how the superseded data were derived.
 GC1631
 GC1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284934(NAD 83)
 GC1631_MARKER: DD = SURVEY DISK
 GC1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1631_SP_SET: STEP
 GC1631_STAMPING: 546.223 PT STA 24 W TENN K 16 1925
 GC1631_MARK LOGO: USGS  
 GC1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1631
 GC1631  HISTORY     - Date     Condition        Report By
 GC1631  HISTORY     - 1925     MONUMENTED       USGS
 GC1631  HISTORY     - 1934     GOOD             NGS
 GC1631
 GC1631                          STATION DESCRIPTION
 GC1631
 GC1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1631'AT WAVERLY.
 GC1631'AT WAVERLY, HUMPHREYS COUNTY, AT THE COURTHOUSE, AT THE EAST
 GC1631'ENTRANCE, AND IN THE TOP OF THE NORTH SIDE OF THE BOTTOM CONCRETE
 GC1631'STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GC1631'546.223 PT STA 24 W TENN K 16 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2420 ***********************************************************************
 GB2420  DESIGNATION -  PTS 25 T
 GB2420  PID         -  GB2420
 GB2420  STATE/COUNTY-  TN/JACKSON
 GB2420  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2420
 GB2420                         *CURRENT SURVEY CONTROL
 GB2420  ___________________________________________________________________
 GB2420* NAD 83(1995)-  36 13 50.05087(N)    085 37 26.28755(W)     ADJUSTED  
 GB2420* NAVD 88     -       312.06   (+/-2cm)    1023.8    (feet)  VERTCON   
 GB2420  ___________________________________________________________________
 GB2420  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GB2420  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB2420
 GB2420  HORZ ORDER  -  SECOND
 GB2420  VERT ORDER  -  THIRD ? (See Below)
 GB2420
 GB2420.The horizontal coordinates were established by classical geodetic methods
 GB2420.and adjusted by the National Geodetic Survey in April 1999..
 GB2420
 GB2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2420.The vertical order pertains to the NGVD 29 superseded value.
 GB2420
 GB2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2420
 GB2420.The geoid height was determined by GEOID03.
 GB2420
 GB2420;                    North         East     Units Scale Factor Converg.
 GB2420;SPC TN       -   210,563.665   633,804.375   MT  0.99997228   +0 13 12.5
 GB2420;SPC TN       -   690,824.29  2,079,406.52   sFT  0.99997228   +0 13 12.5
 GB2420;UTM  16      - 4,010,400.238   623,660.027   MT  0.99978841   +0 48 48.2
 GB2420
 GB2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2420!SPC TN       -   0.99995570  x   0.99997228  =   0.99992798
 GB2420!UTM  16      -   0.99995570  x   0.99978841  =   0.99974412
 GB2420
 GB2420                          SUPERSEDED SURVEY CONTROL
 GB2420
 GB2420  NAD 83(1995)-  36 13 50.05343(N)    085 37 26.29002(W) AD(       ) 2
 GB2420  NAD 83(1995)-  36 13 50.05547(N)    085 37 26.29083(W) AD(       ) 2
 GB2420  NAD 83(1986)-  36 13 50.06286(N)    085 37 26.28927(W) AD(       ) 2
 GB2420  NAD 27      -  36 13 49.84400(N)    085 37 26.37000(W) AD(       ) 2
 GB2420  NGVD 29 (07/19/86)  312.15   (m)         1024.1    (f) LEVELING    3  
 GB2420
 GB2420.Superseded values are not recommended for survey control.
 GB2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2420.See file dsdata.txt to determine how the superseded data were derived.
 GB2420
 GB2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2366010400(NAD 83)
 GB2420_MARKER: DB = BENCH MARK DISK
 GB2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2420_STAMPING: PT STA NO 25 T 1925
 GB2420_MARK LOGO: USGS  
 GB2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2420+STABILITY: SURFACE MOTION
 GB2420
 GB2420  HISTORY     - Date     Condition        Report By
 GB2420  HISTORY     - 1949     MONUMENTED       USGS
 GB2420
 GB2420                          STATION DESCRIPTION
 GB2420
 GB2420'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 GB2420'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF COOKEVILLE AND 5 MILES
 GB2420'NORTH OF BAXTER ON PROPERTY OWNED BY MR. G.C.GROGAN IT IS 85 FEET
 GB2420'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 20 FEET SOUTH OF
 GB2420'THE CENTER OF A GRAVEL ROAD AND 15 FEET EAST OF THE CENTER OF AN
 GB2420'ENTRANCE DRIVE. THE MARK IS A 6X6 INCH CONCRETE POST PROJECTING 8
 GB2420'INCHES WITH A STANDARD USGS BENCH MARK DISK STAMPED PT STA NO 25 T
 GB2420'1925. A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION UNION
 GB2420'HILL AND THE DISTANCE WAS FOUND TO BE 143.347 METERS (470.30 FEET).
 GB2420'
 GB2420'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE GO WEST ON
 GB2420'U.S.HIGHWAY 7ON FOR 5.9 MILES TO THE INTERSECTION OF STATE HIGHWAY
 GB2420'56, TURN RIGHT AND GO NORTH ON HIGHWAY 56 FOR 4.3 MILES TO
 GB2420'SHEAPARDSVILLE ROAD, TURN LEFT AND WEST ON SHEAPARDSVILLE ROAD
 GB2420'FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1891 ***********************************************************************
 GB1891  DESIGNATION -  PTS 26 T
 GB1891  PID         -  GB1891
 GB1891  STATE/COUNTY-  TN/JACKSON
 GB1891  USGS QUAD   -  DODSON BRANCH (1968)
 GB1891
 GB1891                         *CURRENT SURVEY CONTROL
 GB1891  ___________________________________________________________________
 GB1891* NAD 83(1986)-  36 15 57.     (N)    085 36 48.     (W)     SCALED    
 GB1891* NAVD 88     -       304.202  (meters)     998.04   (feet)  ADJUSTED  
 GB1891  ___________________________________________________________________
 GB1891  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1891  DYNAMIC HT  -         303.932 (meters)     997.15  (feet)  COMP
 GB1891  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 GB1891
 GB1891  VERT ORDER  -  SECOND    CLASS 0
 GB1891
 GB1891.The horizontal coordinates were scaled from a topographic map and have
 GB1891.an estimated accuracy of +/- 6 seconds.
 GB1891
 GB1891.The orthometric height was determined by differential leveling
 GB1891.and adjusted by the National Geodetic Survey in June 1991..
 GB1891
 GB1891.The geoid height was determined by GEOID03.
 GB1891
 GB1891.The dynamic height is computed by dividing the NAVD 88
 GB1891.geopotential number by the normal gravity value computed on the
 GB1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1891.degrees latitude (g = 980.6199 gals.).
 GB1891
 GB1891.The modeled gravity was interpolated from observed gravity values.
 GB1891
 GB1891;                    North         East    Units  Estimated Accuracy
 GB1891;SPC TN       -   214,480.      634,750.      MT  (+/- 180 meters Scaled)
 GB1891
 GB1891                          SUPERSEDED SURVEY CONTROL
 GB1891
 GB1891  NGVD 29 (??/??/??)  304.33   (m)          998.5    (f) RESET       3  
 GB1891
 GB1891.Superseded values are not recommended for survey control.
 GB1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1891.See file dsdata.txt to determine how the superseded data were derived.
 GB1891
 GB1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF245143(NAD 83)
 GB1891_MARKER: DD = SURVEY DISK
 GB1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1891_STAMPING: PT STA NO 26 T 1925
 GB1891_MARK LOGO: USGS  
 GB1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1891+STABILITY: SURFACE MOTION
 GB1891
 GB1891  HISTORY     - Date     Condition        Report By
 GB1891  HISTORY     - 1925     MONUMENTED       USGS
 GB1891  HISTORY     - 1966     GOOD             TNHD
 GB1891  HISTORY     - 20060913 POOR             TVA
 GB1891
 GB1891                          STATION DESCRIPTION
 GB1891
 GB1891'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1891'6.5 MI S FROM GAINESBORO.
 GB1891'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1891'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 7.3 MILES TO THE
 GB1891'CENTER GROVE SCHOOL AND THE MARK ON THE LEFT, 100 FEET WEST OF
 GB1891'THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 75 FEET NORTHWEST
 GB1891'OF A GUYED POWER LINE TRANSFORMER POLE, 53 FEET NORTHEAST OF THE
 GB1891'APPROXIMATE CENTER OF STATE ROUTE 56 AND 47 FEET NORTH OF THE
 GB1891'APPROXIMATE CENTER OF A DRIVE TO THE SCHOOL.  THE DISK IS SET IN
 GB1891'THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 10
 GB1891'INCHES.
 GB1891
 GB1891                          STATION RECOVERY (2006)
 GB1891
 GB1891'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1891'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2003 ***********************************************************************
 GC2003  DESIGNATION -  PTS 26 W
 GC2003  PID         -  GC2003
 GC2003  STATE/COUNTY-  TN/MONTGOMERY
 GC2003  USGS QUAD   -  HENRIETTA (1983)
 GC2003
 GC2003                         *CURRENT SURVEY CONTROL
 GC2003  ___________________________________________________________________
 GC2003* NAD 83(1986)-  36 26 22.     (N)    087 13 10.     (W)     SCALED    
 GC2003* NAVD 88     -       196.999  (meters)     646.32   (feet)  ADJUSTED  
 GC2003  ___________________________________________________________________
 GC2003  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2003  DYNAMIC HT  -         196.834 (meters)     645.78  (feet)  COMP
 GC2003  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC2003
 GC2003  VERT ORDER  -  FIRST     CLASS II
 GC2003
 GC2003.The horizontal coordinates were scaled from a topographic map and have
 GC2003.an estimated accuracy of +/- 6 seconds.
 GC2003
 GC2003.The orthometric height was determined by differential leveling
 GC2003.and adjusted by the National Geodetic Survey in June 1991..
 GC2003
 GC2003.The geoid height was determined by GEOID03.
 GC2003
 GC2003.The dynamic height is computed by dividing the NAVD 88
 GC2003.geopotential number by the normal gravity value computed on the
 GC2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2003.degrees latitude (g = 980.6199 gals.).
 GC2003
 GC2003.The modeled gravity was interpolated from observed gravity values.
 GC2003
 GC2003;                    North         East    Units  Estimated Accuracy
 GC2003;SPC TN       -   234,360.      490,670.      MT  (+/- 180 meters Scaled)
 GC2003
 GC2003                          SUPERSEDED SURVEY CONTROL
 GC2003
 GC2003.No superseded survey control is available for this station.
 GC2003
 GC2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF803327(NAD 83)
 GC2003_MARKER: DE = TRAVERSE STATION DISK
 GC2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2003_SP_SET: CONCRETE POST
 GC2003_STAMPING: P.T. STA. NO. 26 W 1925 TENN.
 GC2003_MARK LOGO: USGS  
 GC2003_PROJECTION: FLUSH
 GC2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2003+STABILITY: SURFACE MOTION
 GC2003
 GC2003  HISTORY     - Date     Condition        Report By
 GC2003  HISTORY     - 1925     MONUMENTED       USGS
 GC2003  HISTORY     - 1984     GOOD             NGS
 GC2003
 GC2003                          STATION DESCRIPTION
 GC2003
 GC2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2003'IN FREDONIA.
 GC2003'IN FREDONIA, 0.2 KM (0.15 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 12
 GC2003'FROM THE JUNCTION OF STATE HIGHWAY 12 TO THE JUNCTION OF LOCK B ROAD
 GC2003'NORTH AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION,
 GC2003'9.91 METERS (32.5 FT) WEST OF THE APPROXIMATE CENTER OF OLD HIGHWAY
 GC2003'12, 22.71 METERS (74.5 FT) NORTH-NORTHWEST OF A BRICK CORNER POST ON
 GC2003'THE NORTHEAST CORNER OF A FENCE, 8.93 METERS (29.3 FT) SOUTH OF THE
 GC2003'APPROXIMATE CENTER OF LOCK B ROAD NORTH, 2.65 METERS (8.7 FT)
 GC2003'WEST-SOUTHWEST OF A POWERLINE POLE, AND 2.07 METERS (6.8 FT) NORTHEAST
 GC2003'OF THE FREDONA STATION MARK.
 GC2003'THE MARK IS 0.34 METERS  E FROM A WITNESS POST.
 GC2003'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2531 ***********************************************************************
 GC2531  DESIGNATION -  PTS 26 W
 GC2531  PID         -  GC2531
 GC2531  STATE/COUNTY-  TN/MONTGOMERY
 GC2531  USGS QUAD   -  HENRIETTA (1983)
 GC2531
 GC2531                         *CURRENT SURVEY CONTROL
 GC2531  ___________________________________________________________________
 GC2531* NAD 83(1995)-  36 26 22.51165(N)    087 13 08.99577(W)     ADJUSTED  
 GC2531* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 GC2531  ___________________________________________________________________
 GC2531  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GC2531  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2531
 GC2531  HORZ ORDER  -  SECOND
 GC2531
 GC2531.The horizontal coordinates were established by classical geodetic methods
 GC2531.and adjusted by the National Geodetic Survey in April 1999..
 GC2531
 GC2531.The orthometric height was scaled from a topographic map.
 GC2531
 GC2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2531
 GC2531.The geoid height was determined by GEOID03.
 GC2531
 GC2531;                    North         East     Units Scale Factor Converg.
 GC2531;SPC TN       -   234,372.882   490,691.205   MT  1.00000415   -0 42 49.5
 GC2531;SPC TN       -   768,938.36  1,609,876.06   sFT  1.00000415   -0 42 49.5
 GC2531;SPC KY1Z     - 1,012,830.430 1,368,250.647   MT  1.00021609   -0 54 07.2
 GC2531;SPC KY1Z     - 3,322,927.84  4,489,002.33   sFT  1.00021609   -0 54 07.2
 GC2531;SPC KY S     -   512,815.743   368,270.247   MT  1.00006629   -0 53 27.6
 GC2531;SPC KY S     - 1,682,462.98  1,208,233.30   sFT  1.00006629   -0 53 27.6
 GC2531;UTM  16      - 4,032,729.137   480,357.326   MT  0.99960475   -0 07 48.6
 GC2531
 GC2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2531!SPC TN       -   0.99997371  x   1.00000415  =   0.99997786
 GC2531!SPC KY1Z     -   0.99997371  x   1.00021609  =   1.00018980
 GC2531!SPC KY S     -   0.99997371  x   1.00006629  =   1.00004000
 GC2531!UTM  16      -   0.99997371  x   0.99960475  =   0.99957847
 GC2531
 GC2531                          SUPERSEDED SURVEY CONTROL
 GC2531
 GC2531  NAD 83(1995)-  36 26 22.51226(N)    087 13 08.99712(W) AD(       ) 2
 GC2531  NAD 83(1995)-  36 26 22.51617(N)    087 13 08.99960(W) AD(       ) 2
 GC2531  NAD 83(1986)-  36 26 22.52124(N)    087 13 08.99917(W) AD(       ) 2
 GC2531  NAD 27      -  36 26 22.34000(N)    087 13 08.98000(W) AD(       ) 2
 GC2531
 GC2531.Superseded values are not recommended for survey control.
 GC2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2531.See file dsdata.txt to determine how the superseded data were derived.
 GC2531
 GC2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8035732729(NAD 83)
 GC2531_MARKER: Z = SEE DESCRIPTION
 GC2531_SETTING: 0 = UNSPECIFIED SETTING
 GC2531_MARK LOGO: USGS  
 GC2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2531
 GC2531  HISTORY     - Date     Condition        Report By
 GC2531  HISTORY     - 1925     MONUMENTED       USGS
 GC2531
 GC2531                          STATION DESCRIPTION
 GC2531
 GC2531'DESCRIBED BY US GEOLOGICAL SURVEY 1925 (MAH)
 GC2531'ABOUT 11.2 MILES FROM CLARKSVILLE, IN SMALL VILLAGE OF FREDONIA, 6.77
 GC2531'FEET FROM STATION FREDONIA (SEE
 GC2531'DESCRIPTION THEREOF). PROBABLY MARKED BY DISK IN SQUARE BLOCK OF
 GC2531'CONCRETE, PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0809 ***********************************************************************
 FE0809  DESIGNATION -  PTS 3
 FE0809  PID         -  FE0809
 FE0809  STATE/COUNTY-  TN/GIBSON
 FE0809  USGS QUAD   -  TRENTON (1981)
 FE0809
 FE0809                         *CURRENT SURVEY CONTROL
 FE0809  ___________________________________________________________________
 FE0809* NAD 83(1986)-  35 59 14.     (N)    088 57 01.     (W)     SCALED    
 FE0809* NAVD 88     -        95.607  (meters)     313.67   (feet)  ADJUSTED  
 FE0809  ___________________________________________________________________
 FE0809  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0809  DYNAMIC HT  -          95.525 (meters)     313.40  (feet)  COMP
 FE0809  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 FE0809
 FE0809  VERT ORDER  -  SECOND    CLASS 0
 FE0809
 FE0809.The horizontal coordinates were scaled from a topographic map and have
 FE0809.an estimated accuracy of +/- 6 seconds.
 FE0809
 FE0809.The orthometric height was determined by differential leveling
 FE0809.and adjusted by the National Geodetic Survey in June 1991..
 FE0809
 FE0809.The geoid height was determined by GEOID03.
 FE0809
 FE0809.The dynamic height is computed by dividing the NAVD 88
 FE0809.geopotential number by the normal gravity value computed on the
 FE0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0809.degrees latitude (g = 980.6199 gals.).
 FE0809
 FE0809.The modeled gravity was interpolated from observed gravity values.
 FE0809
 FE0809;                    North         East    Units  Estimated Accuracy
 FE0809;SPC TN       -   187,510.      334,000.      MT  (+/- 180 meters Scaled)
 FE0809
 FE0809                          SUPERSEDED SURVEY CONTROL
 FE0809
 FE0809  NGVD 29 (??/??/??)   95.644  (m)          313.79   (f) ADJUSTED    2 0
 FE0809
 FE0809.Superseded values are not recommended for survey control.
 FE0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0809.See file dsdata.txt to determine how the superseded data were derived.
 FE0809
 FE0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE241842(NAD 83)
 FE0809_MARKER: P = PIPE CAP
 FE0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0809_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0809_STAMPING: PT STA 1910
 FE0809_MARK LOGO: USGS  
 FE0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0809
 FE0809  HISTORY     - Date     Condition        Report By
 FE0809  HISTORY     - 1910     MONUMENTED       USGS
 FE0809  HISTORY     - 1935     GOOD             CGS
 FE0809
 FE0809                          STATION DESCRIPTION
 FE0809
 FE0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0809'0.7 MI N FROM TRENTON.
 FE0809'0.7 MILE NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0809'CITY WATER WORKS AT TRENTON, GIBSON COUNTY, 5 RAILS NORTH OF
 FE0809'A FIELD-ROAD CROSSING, AND 50 FEET EAST OF THE CENTERLINE OF THE
 FE0809'TRACK, AT THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 FE0809'SURVEY STANDARD DISK, STAMPED P.T. STA. 1910 AND RIVETED ON
 FE0809'THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0855 ***********************************************************************
 GC0855  DESIGNATION -  PTS 31 W
 GC0855  PID         -  GC0855
 GC0855  STATE/COUNTY-  TN/ROBERTSON
 GC0855  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0855
 GC0855                         *CURRENT SURVEY CONTROL
 GC0855  ___________________________________________________________________
 GC0855* NAD 83(1986)-  36 22 34.     (N)    086 59 32.     (W)     SCALED    
 GC0855* NAVD 88     -       183.797  (meters)     603.01   (feet)  ADJUSTED  
 GC0855  ___________________________________________________________________
 GC0855  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0855  DYNAMIC HT  -         183.641 (meters)     602.50  (feet)  COMP
 GC0855  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GC0855
 GC0855  VERT ORDER  -  SECOND    CLASS 0
 GC0855
 GC0855.The horizontal coordinates were scaled from a topographic map and have
 GC0855.an estimated accuracy of +/- 6 seconds.
 GC0855
 GC0855.The orthometric height was determined by differential leveling
 GC0855.and adjusted by the National Geodetic Survey in June 1991..
 GC0855
 GC0855.The geoid height was determined by GEOID03.
 GC0855
 GC0855.The dynamic height is computed by dividing the NAVD 88
 GC0855.geopotential number by the normal gravity value computed on the
 GC0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0855.degrees latitude (g = 980.6199 gals.).
 GC0855
 GC0855.The modeled gravity was interpolated from observed gravity values.
 GC0855
 GC0855;                    North         East    Units  Estimated Accuracy
 GC0855;SPC TN       -   227,100.      510,970.      MT  (+/- 180 meters Scaled)
 GC0855
 GC0855                          SUPERSEDED SURVEY CONTROL
 GC0855
 GC0855  NGVD 29 (??/??/92)  183.851  (m)          603.18   (f) ADJ UNCH    2 0
 GC0855
 GC0855.Superseded values are not recommended for survey control.
 GC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0855.See file dsdata.txt to determine how the superseded data were derived.
 GC0855
 GC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF006256(NAD 83)
 GC0855_MARKER: DD = SURVEY DISK
 GC0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0855_STAMPING: PT STA NO 31W 1925
 GC0855_MARK LOGO: USGS  
 GC0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0855+STABILITY: SURFACE MOTION
 GC0855
 GC0855  HISTORY     - Date     Condition        Report By
 GC0855  HISTORY     - 1925     MONUMENTED       USGS
 GC0855  HISTORY     - 1965     GOOD             TNHD
 GC0855
 GC0855                          STATION DESCRIPTION
 GC0855
 GC0855'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0855'3 MI SE FROM PLEASANT VIEW.
 GC0855'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A
 GC0855'AT PLEASANT VIEW, GO SOUTHEAST ON U.S. HIGHWAY 41A FOR 2.3
 GC0855'MILES TO A GRAVELED ROAD ON THE LEFT, TURN LEFT ON THE GRAVELED
 GC0855'ROAD AND GO 0.2 MILE TO A 4-WAY INTERSECTION AND THE MARK ON THE
 GC0855'RIGHT, 38 FEET EAST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 GC0855'10 FEET SOUTH OF POWER POLE NO. J27P1 AND 1 FOOT WEST OF A ONE-INCH
 GC0855'METAL PIPE.  IT IS A STANDARD U.S.G.S. DISK SET IN THE TOP OF A
 GC0855'5-INCH, SQUARE, CONCRETE, MONUMENT PROJECTING 6 INCHES ABOVE
 GC0855'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0021 ***********************************************************************
 GC0021  DESIGNATION -  PTS 34
 GC0021  PID         -  GC0021
 GC0021  STATE/COUNTY-  TN/SUMNER
 GC0021  USGS QUAD   -  TURNERS STATION (1979)
 GC0021
 GC0021                         *CURRENT SURVEY CONTROL
 GC0021  ___________________________________________________________________
 GC0021* NAD 83(1986)-  36 30 14.     (N)    086 16 12.     (W)     SCALED    
 GC0021* NAVD 88     -       174.797  (meters)     573.48   (feet)  ADJUSTED  
 GC0021  ___________________________________________________________________
 GC0021  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0021  DYNAMIC HT  -         174.657 (meters)     573.02  (feet)  COMP
 GC0021  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GC0021
 GC0021  VERT ORDER  -  SECOND    CLASS 0
 GC0021
 GC0021.The horizontal coordinates were scaled from a topographic map and have
 GC0021.an estimated accuracy of +/- 6 seconds.
 GC0021
 GC0021.The orthometric height was determined by differential leveling
 GC0021.and adjusted by the National Geodetic Survey in June 1991..
 GC0021
 GC0021.The geoid height was determined by GEOID03.
 GC0021
 GC0021.The dynamic height is computed by dividing the NAVD 88
 GC0021.geopotential number by the normal gravity value computed on the
 GC0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0021.degrees latitude (g = 980.6199 gals.).
 GC0021
 GC0021.The modeled gravity was interpolated from observed gravity values.
 GC0021
 GC0021;                    North         East    Units  Estimated Accuracy
 GC0021;SPC TN       -   240,860.      575,810.      MT  (+/- 180 meters Scaled)
 GC0021
 GC0021                          SUPERSEDED SURVEY CONTROL
 GC0021
 GC0021  NGVD 29 (??/??/??)  174.91   (m)          573.9    (f) RESET       3  
 GC0021
 GC0021.Superseded values are not recommended for survey control.
 GC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0021.See file dsdata.txt to determine how the superseded data were derived.
 GC0021
 GC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653400(NAD 83)
 GC0021_MARKER: P = PIPE CAP
 GC0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0021_STAMPING: PTS 34
 GC0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0021
 GC0021  HISTORY     - Date     Condition        Report By
 GC0021  HISTORY     - UNK      MONUMENTED       USGS
 GC0021  HISTORY     - 1935     GOOD             NGS
 GC0021  HISTORY     - 1961     GOOD             USGS
 GC0021  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0021
 GC0021                          STATION DESCRIPTION
 GC0021
 GC0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0021'AT BRANSFORD.
 GC0021'AT BRANSFORD, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0021'RAILROAD, 156 YARDS SOUTH OF THE STATION, 61 FEET NORTHWEST OF THE
 GC0021'NORTHWEST END OF A STEEL BRIDGE OVER A CREEK, AT A DIRT-ROAD
 GC0021'CROSSING, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD,
 GC0021'10.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13 FEET NORTHEAST OF A
 GC0021'CAST-IRON PIPE CULVERT, AND ABOUT 2 FEET LOWER THAN THE BASE OF THE
 GC0021'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GC0021'P T STA 34 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GC0021'NOTE-- UPON RELEVELING IT APPEARS THAT THIS MARK HAS BEEN DISTURBED
 GC0021'BUT THE MARK ITSELF APPEARS TO BE IN GOOD CONDITION, ALSO THE
 GC0021'R.R. STATION AT BRANFORD HAS BEEN TORN DOWN.
 GC0021
 GC0021                          STATION RECOVERY (1961)
 GC0021
 GC0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC0021'RECOVERED IN GOOD CONDITION.
 GC0021
 GC0021                          STATION RECOVERY (2002)
 GC0021
 GC0021'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0021'EXTENSIVE GRADEWORK IN IMMEDIATE AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0319 ***********************************************************************
 GD0319  DESIGNATION -  PTS 34
 GD0319  PID         -  GD0319
 GD0319  STATE/COUNTY-  TN/WEAKLEY
 GD0319  USGS QUAD   -  MARTIN (1983)
 GD0319
 GD0319                         *CURRENT SURVEY CONTROL
 GD0319  ___________________________________________________________________
 GD0319* NAD 83(1995)-  36 20 39.84337(N)    088 50 56.32239(W)     ADJUSTED  
 GD0319* NAVD 88     -       125.985  (meters)     413.34   (feet)  ADJUSTED  
 GD0319  ___________________________________________________________________
 GD0319  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GD0319  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0319  DYNAMIC HT  -         125.883 (meters)     413.00  (feet)  COMP
 GD0319  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GD0319
 GD0319  HORZ ORDER  -  SECOND
 GD0319  VERT ORDER  -  FIRST     CLASS II
 GD0319
 GD0319.The horizontal coordinates were established by classical geodetic methods
 GD0319.and adjusted by the National Geodetic Survey in April 1999..
 GD0319
 GD0319.The orthometric height was determined by differential leveling
 GD0319.and adjusted by the National Geodetic Survey in June 1991..
 GD0319
 GD0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0319
 GD0319.The geoid height was determined by GEOID03.
 GD0319
 GD0319.The dynamic height is computed by dividing the NAVD 88
 GD0319.geopotential number by the normal gravity value computed on the
 GD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0319.degrees latitude (g = 980.6199 gals.).
 GD0319
 GD0319.The modeled gravity was interpolated from observed gravity values.
 GD0319
 GD0319;                    North         East     Units Scale Factor Converg.
 GD0319;SPC TN       -   226,851.908   344,286.331   MT  0.99998798   -1 40 04.5
 GD0319;SPC TN       -   744,263.30  1,129,546.07   sFT  0.99998798   -1 40 04.5
 GD0319;UTM  16      - 4,023,735.618   334,074.906   MT  0.99993922   -1 05 45.7
 GD0319
 GD0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0319!SPC TN       -   0.99998465  x   0.99998798  =   0.99997263
 GD0319!UTM  16      -   0.99998465  x   0.99993922  =   0.99992387
 GD0319
 GD0319                          SUPERSEDED SURVEY CONTROL
 GD0319
 GD0319  NAD 83(1995)-  36 20 39.84435(N)    088 50 56.32350(W) AD(       ) 2
 GD0319  NAD 83(1995)-  36 20 39.84564(N)    088 50 56.32519(W) AD(       ) 2
 GD0319  NAD 83(1986)-  36 20 39.85646(N)    088 50 56.32116(W) AD(       ) 2
 GD0319  NAD 27      -  36 20 39.62600(N)    088 50 56.10100(W) AD(       ) 2
 GD0319  NGVD 29 (??/??/??)  125.994  (m)          413.37   (f) ADJUSTED    1 2
 GD0319
 GD0319.Superseded values are not recommended for survey control.
 GD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0319.See file dsdata.txt to determine how the superseded data were derived.
 GD0319
 GD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3407523736(NAD 83)
 GD0319_MARKER: P = PIPE CAP
 GD0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0319_STAMPING: PRIM TRAV STATION NO 34 1910 TENNESSEE
 GD0319_MARK LOGO: USGS  
 GD0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0319
 GD0319  HISTORY     - Date     Condition        Report By
 GD0319  HISTORY     - 1910     MONUMENTED       USGS
 GD0319  HISTORY     - 1967     GOOD             CGS
 GD0319  HISTORY     - 1967     POOR             CGS
 GD0319
 GD0319                          STATION DESCRIPTION
 GD0319
 GD0319'DESCRIBED BY US GEOLOGICAL SURVEY 1910 (MAH)
 GD0319'IN CITY OF MARTIN, 23.5 FEET NORTH OF CENTER LINE OF FREDERICK
 GD0319'STREET, 20 FEET EAST OF CENTER LINE OF RAILROAD RIGHT-OF-WAY, AND
 GD0319'74.32 FEET N 29 DEG 33 MIN W FROM STATION MARTIN, SEE
 GD0319'DESCRIPTION THEREOF.  MARKED BY STANDARD DISK OF U.S.
 GD0319'GEOLOGICAL SURVEY SET IN PIPE AND PROJECTING 1 FOOT ABOVE SURFACE
 GD0319'OF GROUND.
 GD0319
 GD0319                          STATION RECOVERY (1967)
 GD0319
 GD0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0319'THIS STATION WAS RECOVERED AND FOUND IN FAIR CONDITION.  HOWEVER, A
 GD0319'DISCREPANCY OF 0.09 OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED
 GD0319'DISTANCE BETWEEN TRIANGULATION STATION MARTIN 1934 AS MEASURED FROM
 GD0319'THE SUBSURFACE MARK, AND A DISCREPANCY OF 00 DEG 01 MIN 15.5 SEC
 GD0319'WAS NOTED IN THE OBSERVED ANGLE AT STATION MARTIN 1934 BETWEEN THIS
 GD0319'MARK AND MARTIN, MUNICIPAL WATER TANK AS PUBLISHED IN THE 1934
 GD0319'DESCRIPTION.
 GD0319'
 GD0319'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD0319'
 GD0319'THE STATION IS ABOUT 0.2 OF A MILE NORTH OF THE NEW POST OFFICE IN
 GD0319'MARTIN, ALONG THE RIGHT-OF-WAY OF FREDERICK STREET, AND JUST EAST OF
 GD0319'THE ILLINOIS CENTRAL RAILROAD TRACKS.  IT IS 74.41 FEET - 22.678
 GD0319'METERS NORTHWEST OF STATION MARTIN 1934 1967, 23 FEET NORTH OF THE
 GD0319'APPROXIMATE CENTER OF FREDERICK STREET, 21.5 FEET EAST OF THE
 GD0319'MOST EASTERLY RAIL OF THE RAILROAD, 6 FEET EAST OF A RAILROAD
 GD0319'CROSSING SIGN, 6 FEET SOUTHWEST OF A 14-INCH BLACK WALNUT TREE,
 GD0319'AND 2.1 FEET NORTH OF A PIECE OF RAILROAD RAIL SET VERTICALLY IN
 GD0319'THE GROUND AND PROJECTING ABOUT 3 FEET.  IT IS A BRASS CAP
 GD0319'RIVETED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 7
 GD0319'INCHES AND THE CAP IS STAMPED PRIM TRAV STATION NO 34 1910
 GD0319'TENNESSEE.
 GD0319
 GD0319                          STATION RECOVERY (1967)
 GD0319
 GD0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0319'AT MARTIN.
 GD0319'THE MARK IS ABOUT 0.2 OF A MILE NORTH OF THE NEW POST OFFICE IN
 GD0319'MARTIN, ALONG THE NORTH SIDE OF FREDERICK STREET JUST EAST OF
 GD0319'THE ILLINOIS CENTRAL RAILROAD TRACKS.  IT IS 74.41 FEET NORTHWEST
 GD0319'OF TRIANGULATION STATION MARTIN 1934 1967, 23 FEET NORTH OF THE
 GD0319'APPROXIMATE CENTER OF FREDERICK STREET, 21.5 FEET EAST OF THE
 GD0319'MOST EASTERLY RAIL OF THE RAILROAD, 6 FEET EAST OF A RAILROAD
 GD0319'CROSSING SIGN, 6 FEET SOUTHWEST OF A 14-INCH BLACK WALNUT TREE,
 GD0319'AND 2.1 FEET NORTH OF A PIECE OF RAILROAD RAIL SET VERTICALLY IN
 GD0319'THE GROUND AND PROJECTING ABOUT 3 FEET.  IT IS A BRASS CAP
 GD0319'RIVETED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 7
 GD0319'INCHES AND THE CAP IS STAMPED PRIM TRAV STATION NO 34 1910
 GD0319'TENNESSEE.  NOTE-- BATTERED BUT FIRM IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0134 ***********************************************************************
 FE0134  DESIGNATION -  PTS 37
 FE0134  PID         -  FE0134
 FE0134  STATE/COUNTY-  TN/DECATUR
 FE0134  USGS QUAD   -  PARSONS (1986)
 FE0134
 FE0134                         *CURRENT SURVEY CONTROL
 FE0134  ___________________________________________________________________
 FE0134* NAD 83(1986)-  35 39 00.     (N)    088 07 40.     (W)     SCALED    
 FE0134* NAVD 88     -       152.421  (meters)     500.07   (feet)  ADJUSTED  
 FE0134  ___________________________________________________________________
 FE0134  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0134  DYNAMIC HT  -         152.287 (meters)     499.63  (feet)  COMP
 FE0134  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0134
 FE0134  VERT ORDER  -  FIRST     CLASS II
 FE0134
 FE0134.The horizontal coordinates were scaled from a topographic map and have
 FE0134.an estimated accuracy of +/- 6 seconds.
 FE0134
 FE0134.The orthometric height was determined by differential leveling
 FE0134.and adjusted by the National Geodetic Survey in June 1991..
 FE0134.WARNING-Repeat measurements at this control monument indicate possible
 FE0134.vertical movement.
 FE0134
 FE0134.The geoid height was determined by GEOID03.
 FE0134
 FE0134.The dynamic height is computed by dividing the NAVD 88
 FE0134.geopotential number by the normal gravity value computed on the
 FE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0134.degrees latitude (g = 980.6199 gals.).
 FE0134
 FE0134.The modeled gravity was interpolated from observed gravity values.
 FE0134
 FE0134;                    North         East    Units  Estimated Accuracy
 FE0134;SPC TN       -   148,180.      407,330.      MT  (+/- 180 meters Scaled)
 FE0134
 FE0134                          SUPERSEDED SURVEY CONTROL
 FE0134
 FE0134  NGVD 29 (??/??/??)  152.435  (m)          500.11   (f) ADJUSTED    1 2
 FE0134
 FE0134.Superseded values are not recommended for survey control.
 FE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0134.See file dsdata.txt to determine how the superseded data were derived.
 FE0134
 FE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE979457(NAD 83)
 FE0134_MARKER: DD = SURVEY DISK
 FE0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0134_SP_SET: BUILDING
 FE0134_STAMPING: 500.212 PRIM TRAV STA NO 37 TENN 1906
 FE0134_MARK LOGO: USGS  
 FE0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0134
 FE0134  HISTORY     - Date     Condition        Report By
 FE0134  HISTORY     - 1906     MONUMENTED       USGS
 FE0134  HISTORY     - 1947     GOOD             CGS
 FE0134
 FE0134                          STATION DESCRIPTION
 FE0134
 FE0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0134'AT PARSONS.
 FE0134'AT PARSONS, DECATUR COUNTY, AT THE INTERSECTION OF MAIN STREET
 FE0134'(STATE HIGHWAY 20 AND 100) AND TENNESSEE AVENUE (STATE HIGHWAY
 FE0134'69 LEADING SOUTH), 9 FEET NORTH OF THE NORTH CURB OF MAIN STREET,
 FE0134'ON THE PROLONGATION OF THE CENTERLINE OF TENNESSEE AVENUE, AT THE
 FE0134'JENNINGS STORE BUILDING, IN THE SOUTH BRICK WALL, 0.5 FOOT WEST
 FE0134'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 3.8 FEET ABOVE THE
 FE0134'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FE0134'STAMPED 500.212 PRIM TRAV STA NO 37 TENN 1906 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0801 ***********************************************************************
 GD0801  DESIGNATION -  PTS 38
 GD0801  PID         -  GD0801
 GD0801  STATE/COUNTY-  TN/OBION
 GD0801  USGS QUAD   -  RIVES (1980)
 GD0801
 GD0801                         *CURRENT SURVEY CONTROL
 GD0801  ___________________________________________________________________
 GD0801* NAD 83(1986)-  36 21 33.     (N)    089 02 51.     (W)     SCALED    
 GD0801* NAVD 88     -        91.496  (meters)     300.18   (feet)  ADJUSTED  
 GD0801  ___________________________________________________________________
 GD0801  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0801  DYNAMIC HT  -          91.423 (meters)     299.94  (feet)  COMP
 GD0801  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GD0801
 GD0801  VERT ORDER  -  SECOND    CLASS 0
 GD0801
 GD0801.The horizontal coordinates were scaled from a topographic map and have
 GD0801.an estimated accuracy of +/- 6 seconds.
 GD0801
 GD0801.The orthometric height was determined by differential leveling
 GD0801.and adjusted by the National Geodetic Survey in June 1991..
 GD0801
 GD0801.The geoid height was determined by GEOID03.
 GD0801
 GD0801.The dynamic height is computed by dividing the NAVD 88
 GD0801.geopotential number by the normal gravity value computed on the
 GD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0801.degrees latitude (g = 980.6199 gals.).
 GD0801
 GD0801.The modeled gravity was interpolated from observed gravity values.
 GD0801
 GD0801;                    North         East    Units  Estimated Accuracy
 GD0801;SPC TN       -   229,030.      326,520.      MT  (+/- 180 meters Scaled)
 GD0801
 GD0801                          SUPERSEDED SURVEY CONTROL
 GD0801
 GD0801  NGVD 29 (??/??/??)   91.501  (m)          300.20   (f) ADJUSTED    2 0
 GD0801
 GD0801.Superseded values are not recommended for survey control.
 GD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0801.See file dsdata.txt to determine how the superseded data were derived.
 GD0801
 GD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF162257(NAD 83)
 GD0801_MARKER: DD = SURVEY DISK
 GD0801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0801_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0801_STAMPING: PRIM TRAV STA NO 38 1910 TENNESSEE
 GD0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0801
 GD0801  HISTORY     - Date     Condition        Report By
 GD0801  HISTORY     - 1910     MONUMENTED       USGS
 GD0801  HISTORY     - 1967     GOOD             CGS
 GD0801  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0801
 GD0801                          STATION DESCRIPTION
 GD0801
 GD0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0801'AT RIVES.
 GD0801'THE MARK IS ABOUT 100 YARDS SOUTH OF THE MOBILE AND OHIO RAILROAD
 GD0801'STATION LOADING PLATFORM IN RIVES, 68.7 FEET NORTH OF A WHISTLE
 GD0801'POST, 18.3 FEET WEST OF THE WEST TRACK OF THE MAIN LINE, 11.2
 GD0801'FEET WEST OF A SIDING SWITCH STAND, AND 9.2 FEET EAST OF THE
 GD0801'EAST RAIL OF THE SIDING.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 GD0801'BRASS CAP RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE ABOUT
 GD0801'2 INCHES BELOW THE SURFACE OF THE GROUND, AND THE CAP IS STAMPED
 GD0801'PRIM TRAV STA NO 38 1910 TENNESSEE.
 GD0801
 GD0801                          STATION RECOVERY (2002)
 GD0801
 GD0801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2408 ***********************************************************************
 GB2408  DESIGNATION -  PTS 38 T
 GB2408  PID         -  GB2408
 GB2408  STATE/COUNTY-  TN/JACKSON
 GB2408  USGS QUAD   -  BURRISTOWN (1979)
 GB2408
 GB2408                         *CURRENT SURVEY CONTROL
 GB2408  ___________________________________________________________________
 GB2408* NAD 83(1995)-  36 24 35.23052(N)    085 32 07.95698(W)     ADJUSTED  
 GB2408* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2408  ___________________________________________________________________
 GB2408  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GB2408  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB2408
 GB2408  HORZ ORDER  -  SECOND
 GB2408
 GB2408.The horizontal coordinates were established by classical geodetic methods
 GB2408.and adjusted by the National Geodetic Survey in April 1999..
 GB2408
 GB2408.The orthometric height was scaled from a topographic map.
 GB2408
 GB2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2408
 GB2408.The geoid height was determined by GEOID03.
 GB2408
 GB2408;                    North         East     Units Scale Factor Converg.
 GB2408;SPC TN       -   230,484.028   641,659.171   MT  0.99999879   +0 16 18.9
 GB2408;SPC TN       -   756,179.68  2,105,176.80   sFT  0.99999879   +0 16 18.9
 GB2408;UTM  16      - 4,030,397.448   631,306.017   MT  0.99981243   +0 52 09.7
 GB2408
 GB2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2408!SPC TN       -   0.99995548  x   0.99999879  =   0.99995427
 GB2408!UTM  16      -   0.99995548  x   0.99981243  =   0.99976792
 GB2408
 GB2408                          SUPERSEDED SURVEY CONTROL
 GB2408
 GB2408  NAD 83(1995)-  36 24 35.23191(N)    085 32 07.95805(W) AD(       ) 2
 GB2408  NAD 83(1995)-  36 24 35.23820(N)    085 32 07.96190(W) AD(       ) 2
 GB2408  NAD 83(1986)-  36 24 35.24157(N)    085 32 07.96025(W) AD(       ) 2
 GB2408  NAD 27      -  36 24 35.02300(N)    085 32 08.05100(W) AD(       ) 2
 GB2408
 GB2408.Superseded values are not recommended for survey control.
 GB2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2408.See file dsdata.txt to determine how the superseded data were derived.
 GB2408
 GB2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3130630397(NAD 83)
 GB2408_MARKER: DB = BENCH MARK DISK
 GB2408_SETTING: 80 = SET IN A BOULDER
 GB2408_SP_SET: PARTIALLY EXPOSED BOULDER
 GB2408_STAMPING: PT STA NO 38 T 1925
 GB2408_MARK LOGO: USGS  
 GB2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2408+STABILITY: SURFACE MOTION
 GB2408
 GB2408  HISTORY     - Date     Condition        Report By
 GB2408  HISTORY     - 1949     MONUMENTED       USGS
 GB2408
 GB2408                          STATION DESCRIPTION
 GB2408
 GB2408'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 GB2408'STATION IS LOCATED ABOUT 10 MILES SOUTH OF CELINA, 5 MILE WEST OF
 GB2408'HILHAM AND ON PROPERTY OWNED BY MR. M. HIX. IT IS 12 FEET SOUTH OF
 GB2408'A 16 INCH SYCAMORE TREE. THE DISK IS A STANDARD USGS BENCH MARK DISK
 GB2408'SET IN A 6 X 10 INCH BOULDER FLUSH WITH THE GROUND AND IS STAMPED
 GB2408'PT STA. NO. 38 T 1925.
 GB2408'
 GB2408'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HIX AND THE
 GB2408'DISTANCE WAS FOUND TO BE 30.154 METERS (98.93 FEET.)
 GB2408'
 GB2408'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 136 AND
 GB2408'85 IN HILHAM GO WEST ON HIGHWAY 85 FOR 5.6 MILES TO A GRAVEL
 GB2408'T-ROAD RIGHT, TURN RIGHT AND GO NORTHWEST ON THE GRAVEL ROAD FOR 1.3
 GB2408'MILES TO A T-ROAD LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0799 ***********************************************************************
 GD0799  DESIGNATION -  PTS 39
 GD0799  PID         -  GD0799
 GD0799  STATE/COUNTY-  TN/OBION
 GD0799  USGS QUAD   -  RIVES (1980)
 GD0799
 GD0799                         *CURRENT SURVEY CONTROL
 GD0799  ___________________________________________________________________
 GD0799* NAD 83(1986)-  36 17 54.     (N)    089 02 39.     (W)     SCALED    
 GD0799* NAVD 88     -        90.059  (meters)     295.47   (feet)  ADJUSTED  
 GD0799  ___________________________________________________________________
 GD0799  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0799  DYNAMIC HT  -          89.986 (meters)     295.23  (feet)  COMP
 GD0799  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GD0799
 GD0799  VERT ORDER  -  SECOND    CLASS 0
 GD0799
 GD0799.The horizontal coordinates were scaled from a topographic map and have
 GD0799.an estimated accuracy of +/- 6 seconds.
 GD0799
 GD0799.The orthometric height was determined by differential leveling
 GD0799.and adjusted by the National Geodetic Survey in June 1991..
 GD0799
 GD0799.The geoid height was determined by GEOID03.
 GD0799
 GD0799.The dynamic height is computed by dividing the NAVD 88
 GD0799.geopotential number by the normal gravity value computed on the
 GD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0799.degrees latitude (g = 980.6199 gals.).
 GD0799
 GD0799.The modeled gravity was interpolated from observed gravity values.
 GD0799
 GD0799;                    North         East    Units  Estimated Accuracy
 GD0799;SPC TN       -   222,270.      326,610.      MT  (+/- 180 meters Scaled)
 GD0799
 GD0799                          SUPERSEDED SURVEY CONTROL
 GD0799
 GD0799  NGVD 29 (??/??/??)   90.069  (m)          295.50   (f) ADJUSTED    2 0
 GD0799
 GD0799.Superseded values are not recommended for survey control.
 GD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0799.See file dsdata.txt to determine how the superseded data were derived.
 GD0799
 GD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF164189(NAD 83)
 GD0799_MARKER: P = PIPE CAP
 GD0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0799_STAMPING: PT STA 39 1910
 GD0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0799
 GD0799  HISTORY     - Date     Condition        Report By
 GD0799  HISTORY     - 1910     MONUMENTED       USGS
 GD0799  HISTORY     - 1935     GOOD             CGS
 GD0799  HISTORY     - 1967     GOOD             CGS
 GD0799  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0799
 GD0799                          STATION DESCRIPTION
 GD0799
 GD0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0799'4.2 MI S FROM RIVES.
 GD0799'4.2 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0799'STATION AT RIVES, OBION COUNTY, 13 YARDS NORTH OF THE STATION
 GD0799'AT CROCKETT, AND 11 YARDS WEST OF THE CENTERLINE OF THE TRACK.
 GD0799'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED P.T.STA.
 GD0799'39 1910 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 GD0799
 GD0799                          STATION RECOVERY (1967)
 GD0799
 GD0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0799'RECOVERED IN GOOD CONDITION.
 GD0799
 GD0799                          STATION RECOVERY (2002)
 GD0799
 GD0799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0799'OLD RR GRADE HAS BEEN ABANDONED AND LEVELED, NO TRACE OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1397 ***********************************************************************
 GB1397  DESIGNATION -  PTS 4
 GB1397  PID         -  GB1397
 GB1397  STATE/COUNTY-  TN/PICKETT
 GB1397  USGS QUAD   -  PALL MALL (1986)
 GB1397
 GB1397                         *CURRENT SURVEY CONTROL
 GB1397  ___________________________________________________________________
 GB1397* NAD 83(1986)-  36 35 50.     (N)    084 59 54.     (W)     SCALED    
 GB1397* NAVD 88     -       282.055  (meters)     925.38   (feet)  ADJUSTED  
 GB1397  ___________________________________________________________________
 GB1397  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB1397  DYNAMIC HT  -         281.814 (meters)     924.58  (feet)  COMP
 GB1397  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GB1397
 GB1397  VERT ORDER  -  SECOND    CLASS 0
 GB1397
 GB1397.The horizontal coordinates were scaled from a topographic map and have
 GB1397.an estimated accuracy of +/- 6 seconds.
 GB1397
 GB1397.The orthometric height was determined by differential leveling
 GB1397.and adjusted by the National Geodetic Survey in June 1991..
 GB1397
 GB1397.The geoid height was determined by GEOID03.
 GB1397
 GB1397.The dynamic height is computed by dividing the NAVD 88
 GB1397.geopotential number by the normal gravity value computed on the
 GB1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1397.degrees latitude (g = 980.6199 gals.).
 GB1397
 GB1397.The modeled gravity was interpolated from observed gravity values.
 GB1397
 GB1397;                    North         East    Units  Estimated Accuracy
 GB1397;SPC TN       -   251,640.      689,630.      MT  (+/- 180 meters Scaled)
 GB1397
 GB1397                          SUPERSEDED SURVEY CONTROL
 GB1397
 GB1397  NGVD 29 (??/??/92)  282.183  (m)          925.80   (f) ADJ UNCH    2 0
 GB1397
 GB1397.Superseded values are not recommended for survey control.
 GB1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1397.See file dsdata.txt to determine how the superseded data were derived.
 GB1397
 GB1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF790520(NAD 83)
 GB1397_MARKER: DD = SURVEY DISK
 GB1397_SETTING: 66 = SET IN ROCK OUTCROP
 GB1397_SP_SET: ROCK LEDGE
 GB1397_STAMPING: PRIM TRAV STA 4 TENN 1921 925.795
 GB1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1397+STABILITY: POSITION/ELEVATION WELL
 GB1397
 GB1397  HISTORY     - Date     Condition        Report By
 GB1397  HISTORY     - 1921     MONUMENTED       USGS
 GB1397  HISTORY     - 1958     POOR             NGS
 GB1397
 GB1397                          STATION DESCRIPTION
 GB1397
 GB1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1397'0.6 MI N FROM TRAVISVILLE.
 GB1397'0.65 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TRAVISVILLE,
 GB1397'0.1 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD NORTHWEST, SET
 GB1397'IN THE TOP OF THE FIRST SLOPING OUTCROP NEAR FOOT OF SLOPE OF
 GB1397'HILL WHICH IS STREWN WITH LARGE BOULDERS, 130 FEET EAST OF THE
 GB1397'SOUTH END OF A NEW CONCRETE BRIDGE OVER CANEY CREEK, 33 FEET
 GB1397'SOUTH OF A 24-INCH ELM TREE, 27 FEET NORTH OF THE CENTER OF A
 GB1397'DRY WASH, 25 FEET NORTHWEST OF A 10-INCH CEDAR, ABOUT 35 FEET
 GB1397'SOUTHEAST OF THE CENTER OF CANEY CREEK, AND ABOUT LEVEL WITH THE
 GB1397'ROAD.  NOTE-- DISK IS LEANING AND THE SECOND G IN THE WORD
 GB1397'GEOLOGICAL IS HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0395 ***********************************************************************
 GD0395  DESIGNATION -  PTS 4
 GD0395  PID         -  GD0395
 GD0395  STATE/COUNTY-  TN/GIBSON
 GD0395  USGS QUAD   -  RUTHERFORD (1985)
 GD0395
 GD0395                         *CURRENT SURVEY CONTROL
 GD0395  ___________________________________________________________________
 GD0395* NAD 83(1986)-  36 07 40.     (N)    088 59 03.     (W)     SCALED    
 GD0395* NAVD 88     -        96.883  (meters)     317.86   (feet)  ADJUSTED  
 GD0395  ___________________________________________________________________
 GD0395  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0395  DYNAMIC HT  -          96.802 (meters)     317.59  (feet)  COMP
 GD0395  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GD0395
 GD0395  VERT ORDER  -  SECOND    CLASS 0
 GD0395
 GD0395.The horizontal coordinates were scaled from a topographic map and have
 GD0395.an estimated accuracy of +/- 6 seconds.
 GD0395
 GD0395.The orthometric height was determined by differential leveling
 GD0395.and adjusted by the National Geodetic Survey in June 1991..
 GD0395
 GD0395.The geoid height was determined by GEOID03.
 GD0395
 GD0395.The dynamic height is computed by dividing the NAVD 88
 GD0395.geopotential number by the normal gravity value computed on the
 GD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0395.degrees latitude (g = 980.6199 gals.).
 GD0395
 GD0395.The modeled gravity was interpolated from observed gravity values.
 GD0395
 GD0395;                    North         East    Units  Estimated Accuracy
 GD0395;SPC TN       -   203,190.      331,420.      MT  (+/- 180 meters Scaled)
 GD0395
 GD0395                          SUPERSEDED SURVEY CONTROL
 GD0395
 GD0395  NGVD 29 (??/??/??)   96.905  (m)          317.93   (f) ADJUSTED    2 0
 GD0395
 GD0395.Superseded values are not recommended for survey control.
 GD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0395.See file dsdata.txt to determine how the superseded data were derived.
 GD0395
 GD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE214999(NAD 83)
 GD0395_MARKER: DD = SURVEY DISK
 GD0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0395_STAMPING: PT STA 4 1910
 GD0395_MARK LOGO: USGS  
 GD0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0395
 GD0395  HISTORY     - Date     Condition        Report By
 GD0395  HISTORY     - 1910     MONUMENTED       USGS
 GD0395  HISTORY     - 1946     POOR             CGS
 GD0395  HISTORY     - 1969     MARK NOT FOUND   CGS
 GD0395
 GD0395                          STATION DESCRIPTION
 GD0395
 GD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 GD0395'AT RUTHERFORD.
 GD0395'AT RUTHERFORD, GIBSON COUNTY, AT THE MOBILE AND OHIO RAILROAD
 GD0395'STATION, AT A BANK, AT THE FRONT YARD OF A HOUSE, 148 YARDS EAST
 GD0395'OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE CENTERLINE
 GD0395'OF A ROAD, 13 FEET FROM A BOX-ELDER TREE, AND 4 FEET HIGHER THAN
 GD0395'THE ROADWAY.  A UNITED STATES GEOLOGICAL STANDARD CAP, STAMPED
 GD0395'P.T. STA 4 1910 AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 GD0395'NOTE-- THE AREA ONCE OCCUPIED BY THIS MARK IS NOW A WELL
 GD0395'LANDSCAPED FRONT YARD.
 GD0395
 GD0395                          STATION RECOVERY (1969)
 GD0395
 GD0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GD0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0789 ***********************************************************************
 GD0789  DESIGNATION -  PTS 40
 GD0789  PID         -  GD0789
 GD0789  STATE/COUNTY-  TN/OBION
 GD0789  USGS QUAD   -  UNION CITY (1980)
 GD0789
 GD0789                         *CURRENT SURVEY CONTROL
 GD0789  ___________________________________________________________________
 GD0789* NAD 83(1995)-  36 25 29.73477(N)    089 03 22.31340(W)     ADJUSTED  
 GD0789* NAVD 88     -       102.881  (meters)     337.54   (feet)  ADJUSTED  
 GD0789  ___________________________________________________________________
 GD0789  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GD0789  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0789  DYNAMIC HT  -         102.799 (meters)     337.27  (feet)  COMP
 GD0789  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GD0789
 GD0789  HORZ ORDER  -  SECOND
 GD0789  VERT ORDER  -  SECOND    CLASS 0
 GD0789
 GD0789.The horizontal coordinates were established by classical geodetic methods
 GD0789.and adjusted by the National Geodetic Survey in April 1999..
 GD0789
 GD0789.The orthometric height was determined by differential leveling
 GD0789.and adjusted by the National Geodetic Survey in June 1991..
 GD0789
 GD0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0789
 GD0789.The geoid height was determined by GEOID03.
 GD0789
 GD0789.The dynamic height is computed by dividing the NAVD 88
 GD0789.geopotential number by the normal gravity value computed on the
 GD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0789.degrees latitude (g = 980.6199 gals.).
 GD0789
 GD0789.The modeled gravity was interpolated from observed gravity values.
 GD0789
 GD0789;                    North         East     Units Scale Factor Converg.
 GD0789;SPC TN       -   236,344.213   325,971.895   MT  1.00000148   -1 47 21.2
 GD0789;SPC TN       -   775,405.97  1,069,459.46   sFT  1.00000148   -1 47 21.2
 GD0789;UTM  16      - 4,033,045.116   315,667.252   MT  1.00001865   -1 13 16.5
 GD0789
 GD0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0789!SPC TN       -   0.99998827  x   1.00000148  =   0.99998975
 GD0789!UTM  16      -   0.99998827  x   1.00001865  =   1.00000692
 GD0789
 GD0789                          SUPERSEDED SURVEY CONTROL
 GD0789
 GD0789  NAD 83(1995)-  36 25 29.73687(N)    089 03 22.31222(W) AD(       ) 2
 GD0789  NAD 83(1995)-  36 25 29.73882(N)    089 03 22.31202(W) AD(       ) 2
 GD0789  NAD 83(1986)-  36 25 29.74716(N)    089 03 22.31278(W) AD(       ) 2
 GD0789  NAD 27      -  36 25 29.51800(N)    089 03 22.07800(W) AD(       ) 2
 GD0789  NGVD 29 (??/??/??)  102.877  (m)          337.52   (f) ADJUSTED    2 0
 GD0789
 GD0789.Superseded values are not recommended for survey control.
 GD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0789.See file dsdata.txt to determine how the superseded data were derived.
 GD0789
 GD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1566733045(NAD 83)
 GD0789_MARKER: DE = TRAVERSE STATION DISK
 GD0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0789_STAMPING: PRIM TRAV STA NO 40 1910 TENNESSEE
 GD0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0789+STABILITY: SURFACE MOTION
 GD0789
 GD0789  HISTORY     - Date     Condition        Report By
 GD0789  HISTORY     - 1934     MONUMENTED       USGS
 GD0789  HISTORY     - 1967     GOOD             CGS
 GD0789  HISTORY     - 1967     GOOD             CGS
 GD0789  HISTORY     - 20020418 MARK NOT FOUND   USACE
 GD0789
 GD0789                          STATION DESCRIPTION
 GD0789
 GD0789'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 GD0789'IN UNION CITY, 34.4 FEET SOUTHEAST OF CENTER OF RAILROAD WATER TANK,
 GD0789'6.1 FEET SOUTHWEST OF WEST EDGE OF RAILROAD PLATFORM, AND 81.05 FEET
 GD0789'N 17 DEG 49 MIN E FROM STATION UNION, SEE DESCRIPTION
 GD0789'THEREOF.  ORIGINALLY MARKED BY IRON POST STAMPED PRIM. TRAV. STA.
 GD0789'NO.  40 1910.
 GD0789
 GD0789                          STATION RECOVERY (1967)
 GD0789
 GD0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0789'THIS MARK IS LOCATED NEAR THE SITE OF TRIANGULATION STATION UNION
 GD0789'1934 AND A TRAVERSE TIE WAS MADE TO THIS MARK.  IT IS 81.05
 GD0789'FEET - 24.704 METERS NORTH-NORTHEAST OF UNION 1934, 13 FEET
 GD0789'NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD SIDING, 6.1 FEET
 GD0789'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE LOADING PLATFORM, AND
 GD0789'3.8 FEET NORTH-NORTHWEST OF A 20-INCH PIN OAK TREE.  IT IS
 GD0789'A BRASS CAP RIVETED TO AN IRON POST THAT PROJECTS ABOUT 5 INCHES AND
 GD0789'THE DISK IS STAMPED PRIM TRAV STA NO 40 1910 TENNESSEE.
 GD0789
 GD0789                          STATION RECOVERY (1967)
 GD0789
 GD0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0789'AT UNION CITY.
 GD0789'THE MARK IS LOCATED NEAR THE SITE OF TRIANGULATION STATION UNION
 GD0789'1934 IN THE NORTHEAST ANGLE OF THE INTERSECTION OF CHURCH STREET
 GD0789'AND DEPOT STREET IN UNION CITY.  IT IS 81.05 FEET NORTH-NORTHEAST
 GD0789'OF UNION 1934, 13 FEET NORTHEAST OF THE NORTHEAST RAIL OF A
 GD0789'RAILROAD SIDING, 6.1 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 GD0789'CONCRETE LOADING PLATFORM, AND 3.8 FEET NORTH-NORTHWEST OF A
 GD0789'20-INCH PIN OAK TREE.  IT IS A BRASS CAP RIVETED TO AN IRON POST
 GD0789'THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED PRIM TRAV
 GD0789'STA NO 40 1910 TENNESSEE.
 GD0789
 GD0789                          STATION RECOVERY (2002)
 GD0789
 GD0789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0789'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1797 ***********************************************************************
 GB1797  DESIGNATION -  PTS 41 J
 GB1797  PID         -  GB1797
 GB1797  STATE/COUNTY-  TN/PUTNAM
 GB1797  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1797
 GB1797                         *CURRENT SURVEY CONTROL
 GB1797  ___________________________________________________________________
 GB1797* NAD 83(1986)-  36 10 16.     (N)    085 35 50.     (W)     SCALED    
 GB1797* NAVD 88     -       309.316  (meters)    1014.81   (feet)  ADJUSTED  
 GB1797  ___________________________________________________________________
 GB1797  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB1797  DYNAMIC HT  -         309.040 (meters)    1013.91  (feet)  COMP
 GB1797  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 GB1797
 GB1797  VERT ORDER  -  SECOND    CLASS 0
 GB1797
 GB1797.The horizontal coordinates were scaled from a topographic map and have
 GB1797.an estimated accuracy of +/- 6 seconds.
 GB1797
 GB1797.The orthometric height was determined by differential leveling
 GB1797.and adjusted by the National Geodetic Survey in June 1991..
 GB1797
 GB1797.The geoid height was determined by GEOID03.
 GB1797
 GB1797.The dynamic height is computed by dividing the NAVD 88
 GB1797.geopotential number by the normal gravity value computed on the
 GB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1797.degrees latitude (g = 980.6199 gals.).
 GB1797
 GB1797.The modeled gravity was interpolated from observed gravity values.
 GB1797
 GB1797;                    North         East    Units  Estimated Accuracy
 GB1797;SPC TN       -   203,980.      636,240.      MT  (+/- 180 meters Scaled)
 GB1797
 GB1797                          SUPERSEDED SURVEY CONTROL
 GB1797
 GB1797  NGVD 29 (??/??/92)  309.389  (m)         1015.05   (f) ADJ UNCH    2 0
 GB1797
 GB1797.Superseded values are not recommended for survey control.
 GB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1797.See file dsdata.txt to determine how the superseded data were derived.
 GB1797
 GB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF261038(NAD 83)
 GB1797_MARKER: DD = SURVEY DISK
 GB1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1797_STAMPING: PT STA NO 41 J 1925
 GB1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1797+STABILITY: SURFACE MOTION
 GB1797
 GB1797  HISTORY     - Date     Condition        Report By
 GB1797  HISTORY     - 1925     MONUMENTED       USGS
 GB1797  HISTORY     - 1935     GOOD             NGS
 GB1797
 GB1797                          STATION DESCRIPTION
 GB1797
 GB1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1797'AT DOUBLE SPRINGS.
 GB1797'AT DOUBLE SPRINGS, PUTNAM COUNTY, 550 YARDS NORTH OF THE TENNESSEE
 GB1797'CENTRAL RAILWAY, AT THE INTERSECTION OF STATE HIGHWAYS 24 AND 56,
 GB1797'6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HIGHWAY
 GB1797'CULVERT, 24 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 56,
 GB1797'14 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 24, AND 0.3
 GB1797'FOOT LOWER THAN THE SURFACE OF THE HIGHWAYS.  A UNITED STATES
 GB1797'GEOLOGICAL SURVEY STANDARD DISK, STAMPED P T STA NO 41 J 1925
 GB1797'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1356 ***********************************************************************
 GB1356  DESIGNATION -  PTS 5 M
 GB1356  PID         -  GB1356
 GB1356  STATE/COUNTY-  TN/PICKETT
 GB1356  USGS QUAD   -  BYRDSTOWN (1981)
 GB1356
 GB1356                         *CURRENT SURVEY CONTROL
 GB1356  ___________________________________________________________________
 GB1356* NAD 83(1986)-  36 35 10.     (N)    085 07 37.     (W)     SCALED    
 GB1356* NAVD 88     -       287.264  (meters)     942.47   (feet)  POSTED    
 GB1356  ___________________________________________________________________
 GB1356  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB1356  DYNAMIC HT  -         287.010 (meters)     941.63  (feet)  COMP
 GB1356  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 GB1356
 GB1356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1356
 GB1356.The horizontal coordinates were scaled from a topographic map and have
 GB1356.an estimated accuracy of +/- 6 seconds.
 GB1356
 GB1356.The orthometric height was determined by differential leveling
 GB1356.and adjusted by the National Geodetic Survey in 1992..
 GB1356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1356.rate of 1.1 thru 2.0 mm/km.
 GB1356
 GB1356.The geoid height was determined by GEOID03.
 GB1356
 GB1356.The dynamic height is computed by dividing the NAVD 88
 GB1356.geopotential number by the normal gravity value computed on the
 GB1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1356.degrees latitude (g = 980.6199 gals.).
 GB1356
 GB1356.The modeled gravity was interpolated from observed gravity values.
 GB1356
 GB1356;                    North         East    Units  Estimated Accuracy
 GB1356;SPC TN       -   250,300.      678,130.      MT  (+/- 180 meters Scaled)
 GB1356
 GB1356                          SUPERSEDED SURVEY CONTROL
 GB1356
 GB1356  NGVD 29 (??/??/92)  287.383  (m)          942.86   (f) ADJ UNCH    2 0
 GB1356
 GB1356.Superseded values are not recommended for survey control.
 GB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1356.See file dsdata.txt to determine how the superseded data were derived.
 GB1356
 GB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF675505(NAD 83)
 GB1356_MARKER: DD = SURVEY DISK
 GB1356_SETTING: 80 = SET IN A BOULDER
 GB1356_SP_SET: BOULDER
 GB1356_STAMPING: PT STA 5 M
 GB1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1356+STABILITY: SURFACE MOTION
 GB1356
 GB1356  HISTORY     - Date     Condition        Report By
 GB1356  HISTORY     - UNK      MONUMENTED       USGS
 GB1356  HISTORY     - 1935     GOOD             NGS
 GB1356
 GB1356                          STATION DESCRIPTION
 GB1356
 GB1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1356'1.1 MI NE FROM BYRDSTOWN.
 GB1356'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1356'AT BYRDSTOWN, PICKETT COUNTY, 55 YARDS WEST OF THE WEST END
 GB1356'OF THE HOME OF B.A. FLOWERS, 45 FEET WEST OF THE CENTERLINE
 GB1356'OF A DIRT ROAD LEADING NORTH, 20 FEET NORTH OF THE CENTERLINE
 GB1356'OF THE HIGHWAY, IN THE TOP OF THE WESTERNMOST ONE OF TWO LARGE
 GB1356'ROUND BOULDERS, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 GB1356'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED P T STA 5 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0742 ***********************************************************************
 GD0742  DESIGNATION -  PTS 5 W TN
 GD0742  PID         -  GD0742
 GD0742  STATE/COUNTY-  TN/LAKE
 GD0742  USGS QUAD   -  RIDGELY (1981)
 GD0742
 GD0742                         *CURRENT SURVEY CONTROL
 GD0742  ___________________________________________________________________
 GD0742* NAD 83(1986)-  36 18 29.     (N)    089 28 33.     (W)     SCALED    
 GD0742* NAVD 88     -        86.534  (meters)     283.90   (feet)  ADJUSTED  
 GD0742  ___________________________________________________________________
 GD0742  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0742  DYNAMIC HT  -          86.464 (meters)     283.67  (feet)  COMP
 GD0742  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 GD0742
 GD0742  VERT ORDER  -  SECOND    CLASS 0
 GD0742
 GD0742.The horizontal coordinates were scaled from a topographic map and have
 GD0742.an estimated accuracy of +/- 6 seconds.
 GD0742
 GD0742.The orthometric height was determined by differential leveling
 GD0742.and adjusted by the National Geodetic Survey in June 1991..
 GD0742
 GD0742.The geoid height was determined by GEOID03.
 GD0742
 GD0742.The dynamic height is computed by dividing the NAVD 88
 GD0742.geopotential number by the normal gravity value computed on the
 GD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0742.degrees latitude (g = 980.6199 gals.).
 GD0742
 GD0742.The modeled gravity was interpolated from observed gravity values.
 GD0742
 GD0742;                    North         East    Units  Estimated Accuracy
 GD0742;SPC TN       -   224,640.      287,900.      MT  (+/- 180 meters Scaled)
 GD0742
 GD0742                          SUPERSEDED SURVEY CONTROL
 GD0742
 GD0742  NGVD 29 (??/??/??)   86.576  (m)          284.04   (f) ADJUSTED    2 0
 GD0742
 GD0742.Superseded values are not recommended for survey control.
 GD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0742.See file dsdata.txt to determine how the superseded data were derived.
 GD0742
 GD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777209(NAD 83)
 GD0742_MARKER: P = PIPE CAP
 GD0742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0742_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0742_STAMPING: PTS 5 W TENN
 GD0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0742
 GD0742  HISTORY     - Date     Condition        Report By
 GD0742  HISTORY     - UNK      MONUMENTED       USGS
 GD0742  HISTORY     - 1935     GOOD             CGS
 GD0742  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD0742
 GD0742                          STATION DESCRIPTION
 GD0742
 GD0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0742'1.4 MI S FROM WYNNBURG.
 GD0742'1.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0742'STATION AT WYNNBURG, LAKE COUNTY, 90 YARDS NORTH OF BRIDGE 26.9,
 GD0742'7 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND 4 YARDS NORTH
 GD0742'OF THE SECOND POWER-TRANSMISSION LINE POLE NORTH OF THE BRIDGE.
 GD0742'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED P.T.S.
 GD0742'5 W TENN AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 GD0742
 GD0742                          STATION RECOVERY (2002)
 GD0742
 GD0742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1822 ***********************************************************************
 GB1822  DESIGNATION -  PTS 53 J
 GB1822  PID         -  GB1822
 GB1822  STATE/COUNTY-  TN/SMITH
 GB1822  USGS QUAD   -  GORDONSVILLE (1986)
 GB1822
 GB1822                         *CURRENT SURVEY CONTROL
 GB1822  ___________________________________________________________________
 GB1822* NAD 83(1986)-  36 14 51.     (N)    085 57 22.     (W)     SCALED    
 GB1822* NAVD 88     -       157.303  (meters)     516.08   (feet)  POSTED    
 GB1822  ___________________________________________________________________
 GB1822  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB1822  DYNAMIC HT  -         157.170 (meters)     515.65  (feet)  COMP
 GB1822  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GB1822
 GB1822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1822
 GB1822.The horizontal coordinates were scaled from a topographic map and have
 GB1822.an estimated accuracy of +/- 6 seconds.
 GB1822
 GB1822.The orthometric height was determined by differential leveling
 GB1822.and adjusted by the National Geodetic Survey in 1992..
 GB1822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1822.rate of 0.0 thru 1.0 mm/km.
 GB1822
 GB1822.The geoid height was determined by GEOID03.
 GB1822
 GB1822.The dynamic height is computed by dividing the NAVD 88
 GB1822.geopotential number by the normal gravity value computed on the
 GB1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1822.degrees latitude (g = 980.6199 gals.).
 GB1822
 GB1822.The modeled gravity was interpolated from observed gravity values.
 GB1822
 GB1822;                    North         East    Units  Estimated Accuracy
 GB1822;SPC TN       -   212,380.      603,950.      MT  (+/- 180 meters Scaled)
 GB1822
 GB1822                          SUPERSEDED SURVEY CONTROL
 GB1822
 GB1822  NGVD 29 (??/??/92)  157.382  (m)          516.34   (f) ADJ UNCH    2 0
 GB1822
 GB1822.Superseded values are not recommended for survey control.
 GB1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1822.See file dsdata.txt to determine how the superseded data were derived.
 GB1822
 GB1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF937119(NAD 83)
 GB1822_MARKER: DD = SURVEY DISK
 GB1822_SETTING: 66 = SET IN ROCK OUTCROP
 GB1822_SP_SET: ROCK CLIFF
 GB1822_STAMPING: PT STA 53 J 1925
 GB1822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1822+STABILITY: POSITION/ELEVATION WELL
 GB1822
 GB1822  HISTORY     - Date     Condition        Report By
 GB1822  HISTORY     - 1925     MONUMENTED       USGS
 GB1822  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB1822
 GB1822                          STATION DESCRIPTION
 GB1822
 GB1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1822'AT CARTHAGE.
 GB1822'AT CARTHAGE, SMITH COUNTY, ON STATE HIGHWAY 24, AT THE SOUTHWEST
 GB1822'END OF A STEEL BRIDGE, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GB1822'HIGHWAY, 10 FEET SOUTHEAST OF A WELCOME TO CARTHAGE SIGN, IN THE
 GB1822'BASE OF A ROCK CLIFF, AND 8 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 GB1822'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PT STA 53 J 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1756 ***********************************************************************
 GB1756  DESIGNATION -  PTS 67 J
 GB1756  PID         -  GB1756
 GB1756  STATE/COUNTY-  TN/SMITH
 GB1756  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1756
 GB1756                         *CURRENT SURVEY CONTROL
 GB1756  ___________________________________________________________________
 GB1756* NAD 83(1986)-  36 08 15.     (N)    085 48 15.     (W)     SCALED    
 GB1756* NAVD 88     -       156.669  (meters)     514.00   (feet)  ADJUSTED  
 GB1756  ___________________________________________________________________
 GB1756  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1756  DYNAMIC HT  -         156.533 (meters)     513.56  (feet)  COMP
 GB1756  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GB1756
 GB1756  VERT ORDER  -  SECOND    CLASS 0
 GB1756
 GB1756.The horizontal coordinates were scaled from a topographic map and have
 GB1756.an estimated accuracy of +/- 6 seconds.
 GB1756
 GB1756.The orthometric height was determined by differential leveling
 GB1756.and adjusted by the National Geodetic Survey in June 1991..
 GB1756.WARNING-Repeat measurements at this control monument indicate possible
 GB1756.vertical movement.
 GB1756
 GB1756.The geoid height was determined by GEOID03.
 GB1756
 GB1756.The dynamic height is computed by dividing the NAVD 88
 GB1756.geopotential number by the normal gravity value computed on the
 GB1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1756.degrees latitude (g = 980.6199 gals.).
 GB1756
 GB1756.The modeled gravity was interpolated from observed gravity values.
 GB1756
 GB1756;                    North         East    Units  Estimated Accuracy
 GB1756;SPC TN       -   200,190.      617,630.      MT  (+/- 180 meters Scaled)
 GB1756
 GB1756                          SUPERSEDED SURVEY CONTROL
 GB1756
 GB1756  NGVD 29 (??/??/92)  156.738  (m)          514.23   (f) ADJ UNCH    2 0
 GB1756
 GB1756.Superseded values are not recommended for survey control.
 GB1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1756.See file dsdata.txt to determine how the superseded data were derived.
 GB1756
 GB1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE075998(NAD 83)
 GB1756_MARKER: DD = SURVEY DISK
 GB1756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1756_SP_SET: ABUTMENT
 GB1756_STAMPING: PT STA NO 67 J 1925
 GB1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1756
 GB1756  HISTORY     - Date     Condition        Report By
 GB1756  HISTORY     - 1925     MONUMENTED       USGS
 GB1756  HISTORY     - 1935     GOOD             NGS
 GB1756  HISTORY     - 1960     GOOD             NGS
 GB1756
 GB1756                          STATION DESCRIPTION
 GB1756
 GB1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1756'0.9 MI W FROM BUFFALO VALLEY.
 GB1756'IN SMITH COUNTY, 0.9 MILE WEST ALONG THE TENNESSEE CENTRAL RAILWAY
 GB1756'FROM THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, AT THE BRIDGE
 GB1756'OVER CANEY CREEK, IN THE TOP OF THE SECOND STEP OF THE WEST STONE
 GB1756'ABUTMENT, 13 FEET SOUTH OF THE SOUTH RAIL, AND 7 FEET LOWER THAN
 GB1756'THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GB1756'DISK, STAMPED P T STA NO 67 J 1925.
 GB1756
 GB1756                          STATION RECOVERY (1960)
 GB1756
 GB1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0169 ***********************************************************************
 FD0169  DESIGNATION -  PTS 8 T
 FD0169  PID         -  FD0169
 FD0169  STATE/COUNTY-  TN/LINCOLN
 FD0169  USGS QUAD   -  HUNTLAND (1972)
 FD0169
 FD0169                         *CURRENT SURVEY CONTROL
 FD0169  ___________________________________________________________________
 FD0169* NAD 83(1995)-  35 00 48.63106(N)    086 21 22.60443(W)     ADJUSTED  
 FD0169* NAVD 88     -       282.027  (meters)     925.28   (feet)  ADJUSTED  
 FD0169  ___________________________________________________________________
 FD0169  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FD0169  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0169  DYNAMIC HT  -         281.748 (meters)     924.37  (feet)  COMP
 FD0169  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0169
 FD0169  HORZ ORDER  -  SECOND
 FD0169  VERT ORDER  -  FIRST     CLASS II
 FD0169
 FD0169.The horizontal coordinates were established by classical geodetic methods
 FD0169.and adjusted by the National Geodetic Survey in April 1999..
 FD0169
 FD0169.The orthometric height was determined by differential leveling
 FD0169.and adjusted by the National Geodetic Survey in June 1991..
 FD0169
 FD0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0169
 FD0169.The geoid height was determined by GEOID03.
 FD0169
 FD0169.The dynamic height is computed by dividing the NAVD 88
 FD0169.geopotential number by the normal gravity value computed on the
 FD0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0169.degrees latitude (g = 980.6199 gals.).
 FD0169
 FD0169.The modeled gravity was interpolated from observed gravity values.
 FD0169
 FD0169;                    North         East     Units Scale Factor Converg.
 FD0169;SPC TN       -    75,526.057   567,479.729   MT  1.00005015   -0 12 30.9
 FD0169;SPC TN       -   247,788.41  1,861,806.41   sFT  1.00005015   -0 12 30.9
 FD0169;SPC AL E     -   500,654.781   152,270.774   MT  0.99998807   -0 18 00.2
 FD0169;UTM  16      - 3,874,730.427   558,731.376   MT  0.99964251   +0 22 09.7
 FD0169
 FD0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0169!SPC TN       -   0.99996021  x   1.00005015  =   1.00001036
 FD0169!SPC AL E     -   0.99996021  x   0.99998807  =   0.99994828
 FD0169!UTM  16      -   0.99996021  x   0.99964251  =   0.99960274
 FD0169
 FD0169                          SUPERSEDED SURVEY CONTROL
 FD0169
 FD0169  NAD 83(1995)-  35 00 48.63137(N)    086 21 22.60444(W) AD(       ) 2
 FD0169  NAD 83(1995)-  35 00 48.64164(N)    086 21 22.60155(W) AD(       ) 2
 FD0169  NAD 83(1986)-  35 00 48.64190(N)    086 21 22.60158(W) AD(       ) 2
 FD0169  NAD 27      -  35 00 48.32000(N)    086 21 22.64000(W) AD(       ) 2
 FD0169  NGVD 29 (??/??/92)  281.986  (m)          925.15   (f) ADJ UNCH    1 2
 FD0169
 FD0169.Superseded values are not recommended for survey control.
 FD0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0169.See file dsdata.txt to determine how the superseded data were derived.
 FD0169
 FD0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5873174730(NAD 83)
 FD0169_MARKER: DD = SURVEY DISK
 FD0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0169_STAMPING: PT STA NO 8 T 1926
 FD0169_MARK LOGO: USGS  
 FD0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0169+STABILITY: SURFACE MOTION
 FD0169
 FD0169  HISTORY     - Date     Condition        Report By
 FD0169  HISTORY     - 1934     MONUMENTED       USGS
 FD0169  HISTORY     - 1949     POOR             NGS
 FD0169
 FD0169                          STATION DESCRIPTION
 FD0169
 FD0169'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FD0169'IN TOWN OF ELORA, IN YARD OF MR. T.G. YARBROUGH, AND 29.848 METERS
 FD0169'(97.93 FEET)
 FD0169'N 24 DEG 28 MIN W FROM STATION ELORA (SEE
 FD0169'DESCRIPTION THEREOF).  MARKED BY
 FD0169'STANDARD U S GEOLOGICAL SURVEY DISK
 FD0169'STAMPED P T STA NO 8-T-1926 IN CONCRETE POST.
 FD0169
 FD0169                          STATION RECOVERY (1949)
 FD0169
 FD0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0169'AT ELORA.
 FD0169'AT ELORA, 64 FEET NORTH-NORTHEAST AND ACROSS A STREET FROM THE
 FD0169'NORTH CORNER OF THE POST OFFICE, 40.7 FEET WEST OF THE WEST
 FD0169'CORNER OF A 2-STORY WHITE HOUSE, 98 FEET NORTH-NORTHWEST OF
 FD0169'ELORA TRIANGULATION STATION, 9.8 FEET SOUTH OF A 36-INCH OAK
 FD0169'TREE, 1 FOOT BELOW THE STREET AND SET IN THE TOP OF A CONCRETE
 FD0169'POST PROJECTING 1 INCH.  NOTE-- SOUTH SIDE OF DISK IS HIGH POINT.
 FD0169'LEVELED TO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1028 ***********************************************************************
 FD1028  DESIGNATION -  PTS 821 558 NASHVILLE
 FD1028  PID         -  FD1028
 FD1028  STATE/COUNTY-  TN/LAWRENCE
 FD1028  USGS QUAD   -  ST JOSEPH (1976)
 FD1028
 FD1028                         *CURRENT SURVEY CONTROL
 FD1028  ___________________________________________________________________
 FD1028* NAD 83(1986)-  35 01 27.     (N)    087 34 46.     (W)     SCALED    
 FD1028* NAVD 88     -       170.359  (meters)     558.92   (feet)  ADJUSTED  
 FD1028  ___________________________________________________________________
 FD1028  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1028  DYNAMIC HT  -         170.198 (meters)     558.39  (feet)  COMP
 FD1028  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 FD1028
 FD1028  VERT ORDER  -  FIRST     CLASS II
 FD1028
 FD1028.The horizontal coordinates were scaled from a topographic map and have
 FD1028.an estimated accuracy of +/- 6 seconds.
 FD1028
 FD1028.The orthometric height was determined by differential leveling
 FD1028.and adjusted by the National Geodetic Survey in June 1991..
 FD1028
 FD1028.The geoid height was determined by GEOID03.
 FD1028
 FD1028.The dynamic height is computed by dividing the NAVD 88
 FD1028.geopotential number by the normal gravity value computed on the
 FD1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1028.degrees latitude (g = 980.6199 gals.).
 FD1028
 FD1028.The modeled gravity was interpolated from observed gravity values.
 FD1028
 FD1028;                    North         East    Units  Estimated Accuracy
 FD1028;SPC TN       -    77,810.      455,860.      MT  (+/- 180 meters Scaled)
 FD1028
 FD1028                          SUPERSEDED SURVEY CONTROL
 FD1028
 FD1028  NGVD 29 (??/??/92)  170.333  (m)          558.83   (f) ADJ UNCH    1 2
 FD1028
 FD1028.Superseded values are not recommended for survey control.
 FD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1028.See file dsdata.txt to determine how the superseded data were derived.
 FD1028
 FD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD471758(NAD 83)
 FD1028_MARKER: DD = SURVEY DISK
 FD1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1028_SP_SET: ABUTMENT
 FD1028_STAMPING: PRIM TRAV STA NO 821 558 NASHVILLE 1903
 FD1028_MARK LOGO: USGS  
 FD1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1028
 FD1028  HISTORY     - Date     Condition        Report By
 FD1028  HISTORY     - 1903     MONUMENTED       USGS
 FD1028  HISTORY     - 1950     GOOD             NGS
 FD1028  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1028  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1028
 FD1028                          STATION DESCRIPTION
 FD1028
 FD1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1028'AT IRON CITY.
 FD1028'AT IRON CITY, AT THE HIGHWAY BRIDGE OVER SHOALS CREEK, AT THE
 FD1028'NORTH CORNER OF THE WEST ABUTMENT, AND IN THE TOP OF THE COPING.
 FD1028'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO
 FD1028'821 558 NASHVILLE 1903.
 FD1028
 FD1028                          STATION RECOVERY (1983)
 FD1028
 FD1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1028'NOT RECOVERED, PROBABLY DESTROYED DUE TO BRIDGE RECONSTRUCTION.
 FD1028
 FD1028                          STATION RECOVERY (2002)
 FD1028
 FD1028'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1028'BRIDGE HAS BEEN DEMOLISHED AND REPLACED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0382 ***********************************************************************
 GC0382  DESIGNATION -  PTS 9 T
 GC0382  PID         -  GC0382
 GC0382  STATE/COUNTY-  TN/DAVIDSON
 GC0382  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0382
 GC0382                         *CURRENT SURVEY CONTROL
 GC0382  ___________________________________________________________________
 GC0382* NAD 83(1986)-  36 11 00.     (N)    086 50 02.     (W)     SCALED    
 GC0382* NAVD 88     -       132.354  (meters)     434.23   (feet)  ADJUSTED  
 GC0382  ___________________________________________________________________
 GC0382  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0382  DYNAMIC HT  -         132.240 (meters)     433.86  (feet)  COMP
 GC0382  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0382
 GC0382  VERT ORDER  -  FIRST     CLASS II
 GC0382
 GC0382.The horizontal coordinates were scaled from a topographic map and have
 GC0382.an estimated accuracy of +/- 6 seconds.
 GC0382
 GC0382.The orthometric height was determined by differential leveling
 GC0382.and adjusted by the National Geodetic Survey in June 1991..
 GC0382
 GC0382.The geoid height was determined by GEOID03.
 GC0382
 GC0382.The dynamic height is computed by dividing the NAVD 88
 GC0382.geopotential number by the normal gravity value computed on the
 GC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0382.degrees latitude (g = 980.6199 gals.).
 GC0382
 GC0382.The modeled gravity was interpolated from observed gravity values.
 GC0382
 GC0382;                    North         East    Units  Estimated Accuracy
 GC0382;SPC TN       -   205,580.      524,990.      MT  (+/- 180 meters Scaled)
 GC0382
 GC0382                          SUPERSEDED SURVEY CONTROL
 GC0382
 GC0382  NGVD 29 (??/??/92)  132.382  (m)          434.32   (f) ADJ UNCH    1 2
 GC0382
 GC0382.Superseded values are not recommended for survey control.
 GC0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0382.See file dsdata.txt to determine how the superseded data were derived.
 GC0382
 GC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF149042(NAD 83)
 GC0382_MARKER: DD = SURVEY DISK
 GC0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0382_STAMPING: PRIM TRAV STA NO 9 T TENN 1924
 GC0382_MARK LOGO: USGS  
 GC0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0382+STABILITY: SURFACE MOTION
 GC0382
 GC0382  HISTORY     - Date     Condition        Report By
 GC0382  HISTORY     - 1924     MONUMENTED       USGS
 GC0382  HISTORY     - 1949     GOOD             NGS
 GC0382  HISTORY     - 1984     POOR             NGS
 GC0382
 GC0382                          STATION DESCRIPTION
 GC0382
 GC0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0382'1.7 MI W FROM NASHVILLE.
 GC0382'1.7 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE OVERPASS
 GC0382'OVER JEFFERSON STREET AT NASHVILLE, AT THE WEST END OF THE BRIDGE
 GC0382'OVER CUMBERLAND RIVER, 344 FEET WEST OF THE NORTH END OF THE WEST
 GC0382'ABUTMENT OF THE RAILWAY BRIDGE, 56 FEET NORTH-NORTHWEST OF THE
 GC0382'CENTER OF A DIM ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL,
 GC0382'31 FEET SOUTHWEST OF THE CENTER LINE OF OLD HYDES FERRY ROAD, 17
 GC0382'FEET SOUTHWEST OF A POWER POLE, 4 1/2 FEET WEST OF A FENCE CORNER,
 GC0382'2 FEET SOUTH OF A FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 GC0382'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC0382'PROJECTING 10 INCHES.
 GC0382
 GC0382                          STATION RECOVERY (1984)
 GC0382
 GC0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0382'RECOVERED IN POOR CONDITION.  NOTE, THE CORNER FENCE POST AND THE
 GC0382'WITNESS POST ARE GONE, ADDITIONAL MEASUREMENTS FOLLOW, 23.35 METERS
 GC0382'(76.6 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A LARGE METAL
 GC0382'BUILDING, AND 7.77 METERS (25.5 FT) SOUTHWEST OF A CONCRETE CULVERT
 GC0382'UNDER HYDIS FERRY ROAD.
 GC0382'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 GC0382'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1539 ***********************************************************************
 FD1539  DESIGNATION -  PULASKI
 FD1539  PID         -  FD1539
 FD1539  STATE/COUNTY-  TN/GILES
 FD1539  USGS QUAD   -  PULASKI (1984)
 FD1539
 FD1539                         *CURRENT SURVEY CONTROL
 FD1539  ___________________________________________________________________
 FD1539* NAD 83(1995)-  35 12 28.88657(N)    087 01 58.93205(W)     ADJUSTED  
 FD1539* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 FD1539  ___________________________________________________________________
 FD1539  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FD1539  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1539
 FD1539  HORZ ORDER  -  SECOND
 FD1539
 FD1539.The horizontal coordinates were established by classical geodetic methods
 FD1539.and adjusted by the National Geodetic Survey in April 1999..
 FD1539
 FD1539.The orthometric height was scaled from a topographic map.
 FD1539
 FD1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1539
 FD1539.The geoid height was determined by GEOID03.
 FD1539
 FD1539;                    North         East     Units Scale Factor Converg.
 FD1539;SPC TN       -    97,543.959   505,936.284   MT  1.00000767   -0 36 17.2
 FD1539;SPC TN       -   320,025.47  1,659,892.63   sFT  1.00000767   -0 36 17.2
 FD1539;UTM  16      - 3,896,113.037   496,992.998   MT  0.99960011   -0 01 08.6
 FD1539
 FD1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1539!SPC TN       -   0.99995929  x   1.00000767  =   0.99996696
 FD1539!UTM  16      -   0.99995929  x   0.99960011  =   0.99955942
 FD1539
 FD1539:                Primary Azimuth Mark                     Grid Az
 FD1539:SPC TN       -  PULASKI AZ MK                            118 23 41.2
 FD1539:UTM  16      -  PULASKI AZ MK                            117 48 32.6
 FD1539
 FD1539|---------------------------------------------------------------------|
 FD1539| PID    Reference Object                     Distance      Geod. Az  |
 FD1539|                                                           dddmmss.s |
 FD1539| CG6417 PULASKI AZ MK                                      1174724.0 |
 FD1539| FD1538 PULASKI OLD MASSEY SCH SPIRE        APPROX. 1.4 KM 1291427.1 |
 FD1539| FD1537 PULASKI GILES CO CTHSE FINIAL       APPROX. 0.9 KM 1692318.6 |
 FD1539| CG6420 PULASKI RM 3                         21.552 METERS 17512     |
 FD1539| FD1536 PULASKI BLACK WOODEN MUN TANK       APPROX. 1.7 KM 1921041.0 |
 FD1539| CG6419 PULASKI RM 2                         16.411 METERS 21326     |
 FD1539| CG6418 PULASKI RM 1                         20.379 METERS 34900     |
 FD1539|---------------------------------------------------------------------|
 FD1539
 FD1539                          SUPERSEDED SURVEY CONTROL
 FD1539
 FD1539  NAD 83(1995)-  35 12 28.88791(N)    087 01 58.93256(W) AD(       ) 2
 FD1539  NAD 83(1995)-  35 12 28.89304(N)    087 01 58.93454(W) AD(       ) 2
 FD1539  NAD 83(1986)-  35 12 28.89620(N)    087 01 58.93391(W) AD(       ) 2
 FD1539  NAD 27      -  35 12 28.60900(N)    087 01 58.90700(W) AD(       ) 2
 FD1539
 FD1539.Superseded values are not recommended for survey control.
 FD1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1539.See file dsdata.txt to determine how the superseded data were derived.
 FD1539
 FD1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9699396113(NAD 83)
 FD1539_MARKER: DS = TRIANGULATION STATION DISK
 FD1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1539_STAMPING: PULASKI 1934
 FD1539_MARK LOGO: CGS   
 FD1539
 FD1539  HISTORY     - Date     Condition        Report By
 FD1539  HISTORY     - 1934     MONUMENTED       CGS
 FD1539  HISTORY     - 1953     GOOD             TVA
 FD1539  HISTORY     - 1962     GOOD             CGS
 FD1539  HISTORY     - 1967     GOOD             CGS
 FD1539
 FD1539                          STATION DESCRIPTION
 FD1539
 FD1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1539'ABOUT 0.5 MILES NORTH OF PULASKI, ON APPROXIMATE CENTER OF SUMMIT OF
 FD1539'FORT HILL, ON
 FD1539'PROPERTY OF JOHN SPEARS, AMONG OLD CONFEDERATE
 FD1539'EARTHWORKS BEHIND SPEARS
 FD1539'PASTURE, ABOUT 125 FEET NORTH OF NORTH SIDE
 FD1539'OF CITY RESERVOIR, 43.8 FEET EAST OF
 FD1539'SOUTHERLY OF TWO HUCKLEBERRY
 FD1539'BUSHES, 36.5 FEET EAST OF WEST EDGE OF ABUTMENT, AND
 FD1539'31.0 FEET WEST
 FD1539'OF EAST EDGE OF ABUTMENT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1539'DISK STATION MARKS
 FD1539'IN CONCRETE.  REFERENCE AND
 FD1539'AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1539'DISKS IN CONCRETE.  NO
 FD1539'1 IS 2 FEET FROM WEST ABUTMENT OF EARTHWORKS AND 66.86
 FD1539'FEET FROM
 FD1539'STATION N 11 DEG W. NO 2 IS ABOUT 75 FEET NORTH OF
 FD1539'NORTH SIDE OF
 FD1539'RESERVOIR, ON WEST ABUTMENT OF EARTHWORKS, AND 53.84
 FD1539'FEET FROM STATION.
 FD1539'DISTANCE BETWEEN
 FD1539'REFERENCE MARKS NO 1 AND NO 2 IS 111.8 FEET.
 FD1539'AZIMUTH MARKS IS IN
 FD1539'SPEARS PASTURE, 1.5 FEET NORTH OF WIRE FENCE BETWEEN SCHOOL
 FD1539'GROUNDS AND
 FD1539'PASTURE, 12 FEET EAST OF EASTERLY SIDE OF BRICK SCHOOL EXTENDED,
 FD1539'21 FEET WEST OF CENTER
 FD1539'OF GATE LEADING TO PASTURE, AND 0.25 MILE FROM
 FD1539'STATION.
 FD1539'FOLLOWING DISTANCES AND
 FD1539'BEARINGS ARE FROM STATION-PULASKI, OLD MASSEY SCHOOL, SPIRE,
 FD1539'0.9 MILE, 309
 FD1539'S DEG 14 MIN W. AND PULASKI, GILES COUNTY COURTHOUSE,
 FD1539'FINIAL, 0.6 MILE, 349 S 10 DEG 37 MIN E.
 FD1539
 FD1539                          STATION RECOVERY (1953)
 FD1539
 FD1539'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1539'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 FD1539'CONDITION.
 FD1539'
 FD1539'STEEL POSTS WITH A CONTROL MARKER SIGN WERE SET 2 FEET WEST OF THE
 FD1539'STATION AND
 FD1539'REFERENCE MARKS, AND 2 FEET SOUTH OF THE AZIMUTH MARK.
 FD1539
 FD1539                          STATION RECOVERY (1962)
 FD1539
 FD1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1539'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1539'THE ORIGINAL
 FD1539'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 FD1539'COMPLETE DESCRIPTION.
 FD1539'
 FD1539'THE STATION IS ON FORT HILL ABOUT 0.5 MILE NORTH OF THE CENTER OF
 FD1539'PULASKI, NEAR THE SITE OF A
 FD1539'LARGE, RECTANGULAR, CONCRETE WATER RESERVOIR, AND IS ON
 FD1539'THE PROPERTY OF THE JOHN SPEARS
 FD1539'ESTATE.
 FD1539'
 FD1539'TO REACH FROM THE NORTHWEST CORNER OF THE GILAS COURTHOUSE SQUARE IN
 FD1539'PULASKI, GO NORTH
 FD1539'ON NORTH SECOND STREET FOR 0.15 MILE TO WEST
 FD1539'WOODRING STREET ON THE LEFT, TURN
 FD1539'LEFT, WEST, ON WEST WOODRING STREET
 FD1539'AND GO UP A STEEP HILL FOR 0.25 MILE TO A GRAVELED
 FD1539'ROAD ON THE RIGHT
 FD1539'AND FOUR LARGE MAPLE TREES ON THE LEFT.  HERE TURN RIGHT, NORTH, ON
 FD1539'THIS GRAVELED ROAD
 FD1539'AND GO 0.05 MILE TO A TRACK ROAD LEFT JUST AFTER
 FD1539'PASSING A ROCK QUARRY, BEAR LEFT ON
 FD1539'THE TRACK ROAD AND CONTINUE
 FD1539'NORTHERLY FOR 0.1 MILE TO A FORK, KEEP RIGHT FORK AND
 FD1539'CONTINUE
 FD1539'NORTHERLY ON A VERY STEEP AND ROCKY ROAD FOR 0.05 MILE TO A GATE,
 FD1539'PASS THROUGH THIS
 FD1539'GATE AND CONTINUE NORTH KEEPING TO THE RIGHT OF THE
 FD1539'RESERVOIR FOR ABOUT 0.1 MILE TO THE
 FD1539'TOP OF A NARROW RIDGE JUST NORTH
 FD1539'OF THE RESERVOIR AND THE STATION.
 FD1539'
 FD1539'THE STATION IS VERY NEAR THE CENTER OF A NARROW RIDGE, 133 FEET NORTH
 FD1539'OF THE NORTHEAST CORNER
 FD1539'OF A FENCE AROUND THE RESERVOIR, 125 FEET NORTH OF
 FD1539'THE NORTHWEST CORNER OF A FENCE
 FD1539'AROUND THE RESERVOIR, 42 FEET
 FD1539'SOUTHEAST OF A 30-INCH HACKBERRY TREE AT THE WEST
 FD1539'EDGE OF THE RIDGE
 FD1539'AND ABOUT 10 FEET BELOW THE SUMMIT OF THE HILL.  IT IS A STANDARD
 FD1539'DISK SET IN THE
 FD1539'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1539'PROJECTS 8 INCHES AND THE DISK IS
 FD1539'STAMPED PULASKI 1934.
 FD1539'
 FD1539'REFERENCE MARK NO 1 IS LOCATED ON THE WEST EDGE OF THE RIDGE AT ABOUT
 FD1539'THE SAME ELEVATION AS THE
 FD1539'STATION, 47 FEET NORTH OF THE 30-INCH HACKBERRY TREE
 FD1539'AND 1.8 FEET EAST OF A METAL
 FD1539'WITNESS POST AND TVA SIGN.  IT IS A
 FD1539'STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1539'SQUARE, CONCRETE MONUMENT
 FD1539'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED PULASKI NO 1
 FD1539'1934.
 FD1539'
 FD1539'REFERENCE MARK NO 2 IS LOCATED ON THE WEST EDGE OF THE RIDGE ABOUT 5
 FD1539'FEET ABOVE THE ELEVATION OF
 FD1539'THE STATION, 91 FEET NORTHWEST OF THE NORTHEAST
 FD1539'CORNER OF A FENCE AROUND THE
 FD1539'RESERVOIR, 72 FEET NORTH OF THE
 FD1539'NORTHWEST CORNER OF A FENCE AROUND THE
 FD1539'RESERVOIR, 68 FEET SOUTHEAST
 FD1539'OF THE 30-INCH HACKBERRY TREE, AND 1.8 FEET EAST OF A
 FD1539'METAL WITNESS
 FD1539'POST AND TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1539'12-INCH, SQUARE,
 FD1539'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FD1539'DISK IS STAMPED PULASKI NO 2 1934.
 FD1539'
 FD1539'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 FD1539'MARK NO 2 IS 111.8 FEET.
 FD1539'
 FD1539'THE AZIMUTH MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF A PASTURE,
 FD1539'31 FEET WEST OF A
 FD1539'SOUTHEAST FENCE CORNER POST, 20 FEET NORTH OF THE
 FD1539'APPROXIMATE CENTER OF A
 FD1539'NARROW, GRADED STREET, 19 FEET WEST OF A
 FD1539'24-INCH ELM TREE, 10 FEET NORTH OF A
 FD1539'24-INCH ELM TREE WITH WHITE
 FD1539'PAINT BLAZE, 2 FEET NORTH OF A FENCE, AND 1.2 FEET
 FD1539'NORTH OF A METAL
 FD1539'WITNESS POST AND TVA SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET
 FD1539'IN THE TOP OF A
 FD1539'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 FD1539'INCHES AND THE DISK IS STAMPED
 FD1539'PULASKI AZI 1934.
 FD1539'
 FD1539'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF WEST WOODRING
 FD1539'STREET AND THE GRAVELED T
 FD1539'ROAD LEADING TO THE STATION, GO EAST ON WEST WOODRING
 FD1539'STREET FOR 0.2 MILE TO NORTH
 FD1539'THIRD STREET, TURN LEFT, NORTH, ON NORTH
 FD1539'THIRD STREET AND GO 0.3 MILE TO A CURVE, A
 FD1539'NARROW GRADED ROAD LEFT,
 FD1539'AND THE MARK ABOUT 100 YARDS WEST IN PASTURE.
 FD1539
 FD1539                          STATION RECOVERY (1967)
 FD1539
 FD1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1539'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1539'DUE TO
 FD1539'CONSTRUCTION OF A NEW WATER TANK ON THE STATION HILL, IT WAS
 FD1539'NECESSARY TO DESTROY
 FD1539'REFERENCE MARK NO 1 AND A NEW REFERENCE MARK NO
 FD1539'3 WAS ESTABLISHED.
 FD1539'
 FD1539'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 FD1539'
 FD1539'THE STATION IS LOCATED ATOP FORT HILL ABOUT 0.5 MILE NORTH OF THE
 FD1539'CENTER OF PULASKI
 FD1539'BETWEEN A LARGE, RECTANGULAR, CONCRETE RESERVOIR
 FD1539'AND A PROPOSED 1,000,000 GALLON
 FD1539'STEEL WATER TANK, AND IS NOW ON
 FD1539'PROPERTY OWNED BY THE CITY OF PULASKI.
 FD1539'
 FD1539'TO REACH FROM THE NORTHWEST CORNER OF THE GILES COUNTY COURTHOUSE
 FD1539'SQUARE IN PULASKI,
 FD1539'GO NORTH ON NORTH SECOND STREET FOR 0.15 MILE TO
 FD1539'WEST WOODRING STREET ON THE LEFT,
 FD1539'TURN LEFT, WEST, ON WEST WOODRING
 FD1539'STREET AND GO UP A STEEP HILL FOR 0.25 MILE TO A
 FD1539'PAVED AND GRAVELED
 FD1539'STREET RIGHT, TURN RIGHT, NORTH, AND GO 0.05 MILE TO A TRACK ROAD
 FD1539'ON THE LEFT, BEAR
 FD1539'LEFT ON THIS TRACK ROAD AND CONTINUE NORTHERLY FOR 0.1
 FD1539'MILE TO A FORK, KEEP RIGHT FORK
 FD1539'AND CONTINUE NORTHERLY UP A STEEP,
 FD1539'ROCKY ROAD FOR 0.1 MILE TO A GATE, PASS THROUGH
 FD1539'THIS GATE AND
 FD1539'CONTINUE NORTH FOR ABOUT 0.05 MILE TO THE SUMMIT OF THE NARROW
 FD1539'RIDGE AND THE
 FD1539'STATION BETWEEN A CONCRETE RESERVOIR AND STEEL WATER TANK
 FD1539'
 FD1539'THE STATION IS NEAR THE CENTER OF THE RIDGE, 133 FEET NORTH OF THE
 FD1539'NORTHEAST CORNER
 FD1539'OF THE RESERVOIR FENCE, 125 FEET NORTH OF THE
 FD1539'NORTHWEST CORNER OF THE RESERVOIR
 FD1539'FENCE, 43.1 FEET NORTH OF THE
 FD1539'NORTHEAST CORNER OF THE PULASKI CITY POLICE RADIO
 FD1539'CONTROL SHACK, 1.1
 FD1539'FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 10 FEET BELOW
 FD1539'THE SUMMIT OF THE
 FD1539'RIDGE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1539'12-INCH, SQUARE, CONCRETE MONUMENT
 FD1539'THAT PROJECTS 8 INCHES AND THE
 FD1539'DISK IS STAMPED PULASKI 1934.
 FD1539'
 FD1539'REFERENCE MARK NO 2 IS LOCATED ON THE WEST EDGE OF THE RIDGE NEAR THE
 FD1539'WEST ABUTMENT OF
 FD1539'OLD EARTHWORKS, 91 FEET NORTHWEST OF THE NORTHEAST
 FD1539'CORNER OF THE RESERVOIR FENCE, 72
 FD1539'FEET NORTH OF THE NORTHWEST CORNER
 FD1539'OF THE RESERVOIR FENCE, 11.4 FEET WEST OF A LARGE
 FD1539'POLE SUPPORTING A
 FD1539'RADIO ANTENNAE, 10.9 FEET WEST OF THE SOUTHWEST CORNER OF THE POLICE
 FD1539'RADIO CONTROL
 FD1539'SHACK, 1.8 FEET EAST OF A METAL WITNESS POST AND SIGN,
 FD1539'AND ABOUT 5 FEET ABOVE THE
 FD1539'ELEVATION OF THE STATION.  IT IS A
 FD1539'STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1539'SQUARE, CONCRETE MONUMENT
 FD1539'THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED PULASKI NO 2
 FD1539'1934.
 FD1539'
 FD1539'REFERENCE MARK NO 3 IS LOCATED ON THE EAST EDGE OF THE RIDGE NEAR THE
 FD1539'EAST ABUTMENT OF
 FD1539'OLD EARTHWORKS, 74.3 FEET NORTHEAST OF THE NORTHWEST
 FD1539'CORNER OF THE RESERVOIR FENCE, 63.2
 FD1539'FEET NORTH OF THE NORTHEAST
 FD1539'CORNER OF THE RESERVOIR FENCE, 32.2 FEET
 FD1539'SOUTH-SOUTHEAST OF THE
 FD1539'SOUTHEAST SUPPORTING A RADIO ANTENNAE, 31 FEET
 FD1539'SOUTH-SOUTHEAST OF THE
 FD1539'SOUTHEAST CORNER OF THE POLICE RADIO CONTROL SHACK, 1.0 FOOT
 FD1539'WEST-NORTHWEST
 FD1539'OF A METAL WITNESS POST AND SIGN, AND ABOUT 2.5 FEET
 FD1539'ABOVE THE ELEVATION OF THE
 FD1539'STATION.  IT IS A STANDARD DISK SET IN THE
 FD1539'TOP OF A 12-INCH, SQUARE CONCRETE MONUMENT
 FD1539'THAT PROJECTS 2 INCHES AND
 FD1539'THE DISK IS STAMPED PULASKI 1934 NO 3 1967.
 FD1539'
 FD1539'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 2 AND
 FD1539'REFERENCE MARK NO
 FD1539'3 IS 43.78 FEET - 13.345 METERS.
 FD1539'
 FD1539'THE AZIMUTH MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF A PASTURE ON
 FD1539'LAND NOW OWNED BY
 FD1539'THE SUTTON FAMILY, 72.5 FEET EAST OF THE CENTER OF
 FD1539'A METAL GATE, 31 FEET WEST OF A
 FD1539'SOUTHWEST FENCE CORNER POST, 20 FEET
 FD1539'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FD1539'ROAD, 7.3 FEET WEST OF
 FD1539'A POWERLINE BRACE POLE, 2 FEET NORTH OF A PASTURE FENCE, AND 1.2
 FD1539'FEET
 FD1539'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1539'REFERENCE MARK
 FD1539'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FD1539'MONUMENT THAT PROJECTS 6 INCHES
 FD1539'AND THE DISK IS STAMPED PULASKI AZI
 FD1539'1934.
 FD1539'
 FD1539'TO REACH THE AZIMUTH MARK FROM THE NORTHWEST CORNER OF THE GILES
 FD1539'COUNTY COURTHOUSE
 FD1539'SQUARE IN PULASKI, GO NORTH ON NORTH SECOND STREET
 FD1539'FOR 0.15 MILE TO WEST WOODRING
 FD1539'STREET ON THE LEFT, TURN LEFT, WEST,
 FD1539'ON WEST WOODRING STREET AND GO ABOUT 0.1 MILE TO
 FD1539'NORTH THIRD STREET,
 FD1539'TURN RIGHT, NORTH, ON NORTH THIRD STREET AND GO 0.3 MILE TO WHERE
 FD1539'STREET CURVES
 FD1539'RIGHT AND A NARROW GRAVELED ROAD ON THE LEFT, AND THE
 FD1539'MARK ABOUT 100 YARDS WEST IN
 FD1539'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1536 ***********************************************************************
 FD1536  DESIGNATION -  PULASKI BLACK WOODEN MUN TANK
 FD1536  PID         -  FD1536
 FD1536  STATE/COUNTY-  TN/GILES
 FD1536  USGS QUAD   -  PULASKI (1984)
 FD1536
 FD1536                         *CURRENT SURVEY CONTROL
 FD1536  ___________________________________________________________________
 FD1536* NAD 83(1995)-  35 11 35.34700(N)    087 02 13.00719(W)     ADJUSTED  
 FD1536* NAVD 88     -                                                        
 FD1536  ___________________________________________________________________
 FD1536  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FD1536  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD1536
 FD1536  HORZ ORDER  -  THIRD
 FD1536
 FD1536.The horizontal coordinates were established by classical geodetic methods
 FD1536.and adjusted by the National Geodetic Survey in April 1999..
 FD1536
 FD1536
 FD1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1536
 FD1536.The geoid height was determined by GEOID03.
 FD1536
 FD1536;                    North         East     Units Scale Factor Converg.
 FD1536;SPC TN       -    95,897.827   505,562.810   MT  1.00001052   -0 36 25.5
 FD1536;SPC TN       -   314,624.79  1,658,667.32   sFT  1.00001052   -0 36 25.5
 FD1536;UTM  16      - 3,894,463.848   496,636.518   MT  0.99960014   -0 01 16.7
 FD1536
 FD1536                          SUPERSEDED SURVEY CONTROL
 FD1536
 FD1536  NAD 83(1995)-  35 11 35.34828(N)    087 02 13.00762(W) AD(       ) 4
 FD1536  NAD 83(1995)-  35 11 35.35366(N)    087 02 13.00981(W) AD(       ) 4
 FD1536  NAD 83(1986)-  35 11 35.35664(N)    087 02 13.00915(W) AD(       ) 4
 FD1536  NAD 27      -  35 11 35.07000(N)    087 02 12.98000(W) AD(       ) 3
 FD1536
 FD1536.Superseded values are not recommended for survey control.
 FD1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1536.See file dsdata.txt to determine how the superseded data were derived.
 FD1536
 FD1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9663794464(NAD 83)
 FD1536_MARKER: 51 = TANK
 FD1536
 FD1536  HISTORY     - Date     Condition        Report By
 FD1536  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1536
 FD1536                          STATION DESCRIPTION
 FD1536
 FD1536'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1537 ***********************************************************************
 FD1537  DESIGNATION -  PULASKI GILES CO CTHSE FINIAL
 FD1537  PID         -  FD1537
 FD1537  STATE/COUNTY-  TN/GILES
 FD1537  USGS QUAD   -  PULASKI (1984)
 FD1537
 FD1537                         *CURRENT SURVEY CONTROL
 FD1537  ___________________________________________________________________
 FD1537* NAD 83(1995)-  35 11 58.81544(N)    087 01 52.06835(W)     ADJUSTED  
 FD1537* NAVD 88     -                                                        
 FD1537  ___________________________________________________________________
 FD1537  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FD1537  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1537
 FD1537  HORZ ORDER  -  THIRD
 FD1537
 FD1537.The horizontal coordinates were established by classical geodetic methods
 FD1537.and adjusted by the National Geodetic Survey in April 1999..
 FD1537
 FD1537
 FD1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1537
 FD1537.The geoid height was determined by GEOID03.
 FD1537
 FD1537;                    North         East     Units Scale Factor Converg.
 FD1537;SPC TN       -    96,615.444   506,100.119   MT  1.00000926   -0 36 13.2
 FD1537;SPC TN       -   316,979.17  1,660,430.14   sFT  1.00000926   -0 36 13.2
 FD1537;UTM  16      - 3,895,186.623   497,166.245   MT  0.99960010   -0 01 04.6
 FD1537
 FD1537                          SUPERSEDED SURVEY CONTROL
 FD1537
 FD1537  NAD 83(1995)-  35 11 58.81676(N)    087 01 52.06880(W) AD(       ) 4
 FD1537  NAD 83(1995)-  35 11 58.82199(N)    087 01 52.07095(W) AD(       ) 4
 FD1537  NAD 83(1986)-  35 11 58.82508(N)    087 01 52.07025(W) AD(       ) 4
 FD1537  NAD 27      -  35 11 58.54000(N)    087 01 52.04000(W) AD(       ) 3
 FD1537
 FD1537.Superseded values are not recommended for survey control.
 FD1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1537.See file dsdata.txt to determine how the superseded data were derived.
 FD1537
 FD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9716695187(NAD 83)
 FD1537_MARKER: 82 = FINIAL
 FD1537
 FD1537  HISTORY     - Date     Condition        Report By
 FD1537  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1537
 FD1537                          STATION DESCRIPTION
 FD1537
 FD1537'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0830 ***********************************************************************
 FD0830  DESIGNATION -  PULASKI MAGNETIC STATION
 FD0830  PID         -  FD0830
 FD0830  STATE/COUNTY-  TN/GILES
 FD0830  USGS QUAD   -  PULASKI (1984)
 FD0830
 FD0830                         *CURRENT SURVEY CONTROL
 FD0830  ___________________________________________________________________
 FD0830* NAD 83(1986)-  35 12 01.     (N)    087 02 21.     (W)     SCALED    
 FD0830* NAVD 88     -       229.802  (meters)     753.94   (feet)  ADJUSTED  
 FD0830  ___________________________________________________________________
 FD0830  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0830  DYNAMIC HT  -         229.586 (meters)     753.23  (feet)  COMP
 FD0830  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FD0830
 FD0830  VERT ORDER  -  SECOND    CLASS 0
 FD0830
 FD0830.The horizontal coordinates were scaled from a topographic map and have
 FD0830.an estimated accuracy of +/- 6 seconds.
 FD0830
 FD0830.The orthometric height was determined by differential leveling
 FD0830.and adjusted by the National Geodetic Survey in June 1991..
 FD0830
 FD0830.The geoid height was determined by GEOID03.
 FD0830
 FD0830.The dynamic height is computed by dividing the NAVD 88
 FD0830.geopotential number by the normal gravity value computed on the
 FD0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0830.degrees latitude (g = 980.6199 gals.).
 FD0830
 FD0830.The modeled gravity was interpolated from observed gravity values.
 FD0830
 FD0830;                    North         East    Units  Estimated Accuracy
 FD0830;SPC TN       -    96,690.      505,370.      MT  (+/- 180 meters Scaled)
 FD0830
 FD0830                          SUPERSEDED SURVEY CONTROL
 FD0830
 FD0830  NGVD 29 (??/??/92)  229.766  (m)          753.82   (f) ADJ UNCH    2 0
 FD0830
 FD0830.Superseded values are not recommended for survey control.
 FD0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0830.See file dsdata.txt to determine how the superseded data were derived.
 FD0830
 FD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD964952(NAD 83)
 FD0830_MARKER: DB = BENCH MARK DISK
 FD0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0830_MARK LOGO: CGS   
 FD0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0830+STABILITY: SURFACE MOTION
 FD0830
 FD0830  HISTORY     - Date     Condition        Report By
 FD0830  HISTORY     - UNK      MONUMENTED       CGS
 FD0830  HISTORY     - 1934     GOOD             NGS
 FD0830
 FD0830                          STATION DESCRIPTION
 FD0830
 FD0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0830'AT PULASKI.
 FD0830'AT PULASKI, GILES COUNTY, ON MADISON STREET, AT THE H.M. MASSEY
 FD0830'GRADE SCHOOL, IN THE SCHOOLYARD, 125 FEET SOUTHEAST OF THE BUILDING,
 FD0830'AND 150 FEET NORTH OF THE STREET.  A STANDARD MAGNETIC-STATION
 FD0830'DISK, SET IN THE TOP OF A LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1538 ***********************************************************************
 FD1538  DESIGNATION -  PULASKI OLD MASSEY SCH SPIRE
 FD1538  PID         -  FD1538
 FD1538  STATE/COUNTY-  TN/GILES
 FD1538  USGS QUAD   -  PULASKI (1984)
 FD1538
 FD1538                         *CURRENT SURVEY CONTROL
 FD1538  ___________________________________________________________________
 FD1538* NAD 83(1995)-  35 12 00.03388(N)    087 01 15.89856(W)     ADJUSTED  
 FD1538* NAVD 88     -                                                        
 FD1538  ___________________________________________________________________
 FD1538  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FD1538  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1538
 FD1538  HORZ ORDER  -  THIRD
 FD1538
 FD1538.The horizontal coordinates were established by classical geodetic methods
 FD1538.and adjusted by the National Geodetic Survey in April 1999..
 FD1538
 FD1538
 FD1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1538
 FD1538.The geoid height was determined by GEOID03.
 FD1538
 FD1538;                    North         East     Units Scale Factor Converg.
 FD1538;SPC TN       -    96,643.399   507,015.423   MT  1.00000920   -0 35 52.0
 FD1538;SPC TN       -   317,070.88  1,663,433.10   sFT  1.00000920   -0 35 52.0
 FD1538;UTM  16      - 3,895,223.918   498,080.840   MT  0.99960005   -0 00 43.8
 FD1538
 FD1538                          SUPERSEDED SURVEY CONTROL
 FD1538
 FD1538  NAD 83(1995)-  35 12 00.03524(N)    087 01 15.89899(W) AD(       ) 4
 FD1538  NAD 83(1995)-  35 12 00.04035(N)    087 01 15.90125(W) AD(       ) 4
 FD1538  NAD 83(1986)-  35 12 00.04350(N)    087 01 15.90043(W) AD(       ) 4
 FD1538  NAD 27      -  35 11 59.76000(N)    087 01 15.87000(W) AD(       ) 3
 FD1538
 FD1538.Superseded values are not recommended for survey control.
 FD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1538.See file dsdata.txt to determine how the superseded data were derived.
 FD1538
 FD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9808195224(NAD 83)
 FD1538_MARKER: 89 = SPIRE
 FD1538
 FD1538  HISTORY     - Date     Condition        Report By
 FD1538  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1538
 FD1538                          STATION DESCRIPTION
 FD1538
 FD1538'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2090 ***********************************************************************
 EE2090  DESIGNATION -  PULLTIGHT
 EE2090  PID         -  EE2090
 EE2090  STATE/COUNTY-  TN/MARION
 EE2090  USGS QUAD   -  HOOKER (1982)
 EE2090
 EE2090                         *CURRENT SURVEY CONTROL
 EE2090  ___________________________________________________________________
 EE2090* NAD 83(1995)-  34 59 46.88220(N)    085 27 05.04113(W)     ADJUSTED  
 EE2090* NAVD 88     -       535.4    (meters)    1757.     (feet)  VERTCON   
 EE2090  ___________________________________________________________________
 EE2090  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 EE2090  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EE2090
 EE2090  HORZ ORDER  -  SECOND
 EE2090
 EE2090.The horizontal coordinates were established by classical geodetic methods
 EE2090.and adjusted by the National Geodetic Survey in April 1999..
 EE2090
 EE2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2090
 EE2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2090
 EE2090.The geoid height was determined by GEOID03.
 EE2090
 EE2090;                    North         East     Units Scale Factor Converg.
 EE2090;SPC TN       -    73,704.236   650,085.345   MT  1.00005444   +0 19 16.2
 EE2090;SPC TN       -   241,811.31  2,132,821.67   sFT  1.00005444   +0 19 16.2
 EE2090;SPC GA W     -   554,774.021   582,722.155   MT  1.00006946   -0 44 12.9
 EE2090;SPC GA W     - 1,820,121.10  1,911,814.27   sFT  1.00006946   -0 44 12.9
 EE2090;UTM  16      - 3,873,734.492   641,324.486   MT  0.99984616   +0 53 17.9
 EE2090
 EE2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2090!SPC TN       -   0.99992056  x   1.00005444  =   0.99997499
 EE2090!SPC GA W     -   0.99992056  x   1.00006946  =   0.99999001
 EE2090!UTM  16      -   0.99992056  x   0.99984616  =   0.99976673
 EE2090
 EE2090|---------------------------------------------------------------------|
 EE2090| PID    Reference Object                     Distance      Geod. Az  |
 EE2090|                                                           dddmmss.s |
 EE2090| CG6422 PULLTIGHT RM 1                       20.794 METERS 01442     |
 EE2090| CG6421 PULLTIGHT AZ MK                                    0890710.9 |
 EE2090| EE2091 CROSS                               APPROX. 2.7 KM 2071210.6 |
 EE2090| CG6423 PULLTIGHT RM 2                       26.836 METERS 27158     |
 EE2090|---------------------------------------------------------------------|
 EE2090
 EE2090                          SUPERSEDED SURVEY CONTROL
 EE2090
 EE2090  NAD 83(1995)-  34 59 46.88218(N)    085 27 05.04111(W) AD(       ) 2
 EE2090  NAD 83(1995)-  34 59 46.88272(N)    085 27 05.04254(W) AD(       ) 2
 EE2090  NAD 83(1995)-  34 59 46.88292(N)    085 27 05.04060(W) AD(       ) 2
 EE2090  NAD 83(1986)-  34 59 46.88373(N)    085 27 05.04033(W) AD(       ) 2
 EE2090  NAD 27      -  34 59 46.61120(N)    085 27 05.18240(W) AD(       ) 2
 EE2090  NGVD 29 (07/19/86)  535.4    (m)         1757.     (f) VERT ANG       
 EE2090
 EE2090.Superseded values are not recommended for survey control.
 EE2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2090.See file dsdata.txt to determine how the superseded data were derived.
 EE2090
 EE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4132473734(NAD 83)
 EE2090_MARKER: DE = TRAVERSE STATION DISK
 EE2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2090
 EE2090  HISTORY     - Date     Condition        Report By
 EE2090  HISTORY     - 1962     MONUMENTED       CGS
 EE2090
 EE2090                          STATION DESCRIPTION
 EE2090
 EE2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2090'THE STATION IS LOCATED NEAR THE HEAD OF PULLTIGHT HOLLOW ON RACCOON
 EE2090'MOUNTAIN, ABOUT 3 MILES EAST OF THE SMALL COMMUNITY OF WHITESIDE AND
 EE2090'ABOUT 1.0 MILE NORTH OF THE TENNESSEE-GEORGIA STATE LINE.
 EE2090'
 EE2090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11, 41, 64
 EE2090'AND 72 IN THE COMMUNITY OF TIFTONIA, JUST WEST OF GREATER
 EE2090'CHATTANOOGA, GO NORTHWESTERLY ON U.S. HIGHWAYS 41, 64 AND 72 FOR 1.2
 EE2090'MILES TO THE STATE POLICE BARRACKS ON THE LEFT AND CUMMINGS ROAD
 EE2090'(COUNTY ROAD S 4416) ON THE LEFT JUST WEST OF THE BARRACKS.
 EE2090'HERE TURN LEFT AND GO SOUTH AND SOUTHEASTERLY ON CUMMINGS ROAD FOR
 EE2090'0.75 MILE TO A SIDE ROAD RIGHT, TURN SHARP RIGHT AND GO 0.05 MILE TO
 EE2090'A FORK, TAKE THE LEFT FORK, CROSSING A SMALL STREAM, THEN SHARP
 EE2090'RIGHT AND FOLLOW A VERY WINDING, MAIN TRAVELED ROAD, IN A
 EE2090'GENERAL SOUTHWESTERLY DIRECTION UP RACCOON MOUNTAIN FOR 2.4 MILES
 EE2090'TO THE SUMMIT AND A DIM TRACK ROAD SHARP LEFT LEADING INTO
 EE2090'TRIANGULATION STATION DRY.  FROM THIS POINT, CONTINUE SOUTHWESTERLY
 EE2090'AND WESTERLY ON THE MAIN TRAVELED ROAD FOR 0.75 MILE TO A WIRE GATE
 EE2090'IN FRONT OF AN ABANDONED FARM, CONTINUE WEST FOR 0.45 MILE TO A
 EE2090'WOODS ROAD ON THE LEFT AT A TRIANGLE BLAZED OAK TREE.  HERE TURN
 EE2090'LEFT AND FOLLOW THIS WOODS ROAD FOR 0.7 MILE TO A DIM FORK, JUST
 EE2090'BEFORE REACHING AN OLD SAWMILL SITE, TURN RIGHT ON THIS DIM WOODS
 EE2090'ROAD, PASSING TO THE RIGHT OF THE OLD SAWMILL AND GO 0.45 MILE TO THE
 EE2090'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  HERE CONTINUE STRAIGHT
 EE2090'AHEAD ON THE DIM WOODS ROAD FOR 0.15 MILE TO THE HIGHEST POINT AND
 EE2090'THE STATION ON THE RIGHT.
 EE2090'
 EE2090'THE STATION IS 33 FEET SOUTHEAST OF A 28-INCH WHITE OAK TREE, 30 FEET
 EE2090'NORTH OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 27 FEET EAST OF A
 EE2090'16-INCH WHITE OAK TREE, AND 3.0 FEET SOUTHEAST OF A METAL WITNESS
 EE2090'POST.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 10-INCH,
 EE2090'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES AND THE
 EE2090'DISK IS STAMPED PULLTIGHT 1962.  THE UNDERGROUND MARK IS ABOUT 30
 EE2090'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED PULLTIGHT 1962.
 EE2090'
 EE2090'REFERENCE MARK NO. 1 IS SET ON THE NORTH SLOPE OF THE HILL ABOUT 1
 EE2090'FOOT BELOW THE ELEVATION OF THE STATION AND 24 FEET SOUTHEAST OF AN
 EE2090'18-INCH, TRIANGLE BLAZED, WHITE OAK TREE.  IT IS A STANDARD DISK
 EE2090'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 EE2090'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED PULLTIGHT NO 1 1962.
 EE2090'
 EE2090'REFERENCE MARK NO. 2 IS SET ON THE WEST SLOPE OF THE HILL ABOUT 2.5
 EE2090'FEET BELOW THE ELEVATION OF THE STATION, 9 FEET SOUTH OF THE
 EE2090'APPROXIMATE CENTER OF THE WOODS ROAD AND 5 FEET EAST OF AN 8-INCH
 EE2090'ASH TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 EE2090'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE
 EE2090'DISK IS STAMPED PULLTIGHT NO 2 1962.
 EE2090'
 EE2090'THE AZIMUTH MARK IS IN A WOODED AREA, 34 FEET NORTH OF THE
 EE2090'APPROXIMATE CENTER OF THE WOODS ROAD, 25 FEET NORTH OF A TRIANGLE
 EE2090'BLAZED WHITE OAK TREE AND 3.0 FEET NORTHEAST OF A METAL WITNESS POST.
 EE2090'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 EE2090'MONUMENT THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 EE2090'PULLTIGHT 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1642 ***********************************************************************
 FD1642  CBN         -  This is a Cooperative Base Network Control Station.
 FD1642  DESIGNATION -  PULPORT
 FD1642  PID         -  FD1642
 FD1642  STATE/COUNTY-  TN/GILES
 FD1642  USGS QUAD   -  PULASKI (1984)
 FD1642
 FD1642                         *CURRENT SURVEY CONTROL
 FD1642  ___________________________________________________________________
 FD1642* NAD 83(1995)-  35 09 34.89947(N)    087 03 39.91640(W)     ADJUSTED  
 FD1642* NAVD 88     -       210.1    (meters)     689.     (feet)  GPS OBS   
 FD1642  ___________________________________________________________________
 FD1642  X           -     267,655.875 (meters)                     COMP
 FD1642  Y           -  -5,213,527.852 (meters)                     COMP
 FD1642  Z           -   3,652,470.584 (meters)                     COMP
 FD1642  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FD1642  ELLIP HEIGHT-         182.50  (meters)          (08/03/04) GPS OBS
 FD1642  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FD1642
 FD1642  HORZ ORDER  -  A
 FD1642  ELLP ORDER  -  FOURTH    CLASS I
 FD1642
 FD1642.This mark is at Abernathy Field Airport (GZS)
 FD1642
 FD1642.The horizontal coordinates were established by GPS observations
 FD1642.and adjusted by the National Geodetic Survey in August 2004..
 FD1642
 FD1642.The orthometric height was determined by GPS observations and a
 FD1642.high-resolution geoid model.
 FD1642
 FD1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1642
 FD1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1642
 FD1642.The ellipsoidal height was determined by GPS observations
 FD1642.and is referenced to NAD 83.
 FD1642
 FD1642.The geoid height was determined by GEOID03.
 FD1642
 FD1642;                    North         East     Units Scale Factor Converg.
 FD1642;SPC TN       -    92,209.642   503,324.032   MT  1.00001716   -0 37 16.3
 FD1642;SPC TN       -   302,524.47  1,651,322.26   sFT  1.00001716   -0 37 16.3
 FD1642;UTM  16      - 3,890,754.496   494,436.480   MT  0.99960038   -0 02 06.6
 FD1642
 FD1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1642!SPC TN       -   0.99997135  x   1.00001716  =   0.99998851
 FD1642!UTM  16      -   0.99997135  x   0.99960038  =   0.99957175
 FD1642
 FD1642:                Primary Azimuth Mark                     Grid Az
 FD1642:SPC TN       -  PULPORT AZ MK                            150 22 10.6
 FD1642:UTM  16      -  PULPORT AZ MK                            149 47 00.9
 FD1642
 FD1642|---------------------------------------------------------------------|
 FD1642| PID    Reference Object                     Distance      Geod. Az  |
 FD1642|                                                           dddmmss.s |
 FD1642| FD1645 PULPORT AZ MK                       APPROX. 1.2 KM 1494454.3 |
 FD1642|---------------------------------------------------------------------|
 FD1642
 FD1642                          SUPERSEDED SURVEY CONTROL
 FD1642
 FD1642  NAD 83(1995)-  35 09 34.89825(N)    087 03 39.92510(W) AD(       ) 3
 FD1642  ELLIP H (04/12/99)  182.35   (m)                       GP(       ) 4 1
 FD1642  NAD 83(1995)-  35 09 34.89828(N)    087 03 39.92600(W) AD(       ) 3
 FD1642  NAD 83(1995)-  35 09 34.90424(N)    087 03 39.92320(W) AD(       ) 3
 FD1642  NAD 83(1986)-  35 09 34.90486(N)    087 03 39.92446(W) AD(       ) 3
 FD1642  NAD 27      -  35 09 34.61050(N)    087 03 39.88356(W) AD(       ) 3
 FD1642  NGVD 29 (02/20/88)  211.0    (m)          692.     (f) GPS OBS        
 FD1642
 FD1642.Superseded values are not recommended for survey control.
 FD1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1642.See file dsdata.txt to determine how the superseded data were derived.
 FD1642
 FD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9443690754(NAD 83)
 FD1642_MARKER: DB = BENCH MARK DISK
 FD1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1642_SP_SET: CONCRETE POST
 FD1642_STAMPING: PULPORT 1987
 FD1642_MARK LOGO: NGS   
 FD1642_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1642+STABILITY: SURFACE MOTION
 FD1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1642+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1642
 FD1642  HISTORY     - Date     Condition        Report By
 FD1642  HISTORY     - 1987     MONUMENTED       NGS
 FD1642  HISTORY     - 20031010 GOOD             TNHD
 FD1642
 FD1642                          STATION DESCRIPTION
 FD1642
 FD1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FD1642'LOCATION AT THE PULASKI ABERNATHY FIELD ABOUT 3 MILES SOUTH OF
 FD1642'PULASKI, NEAR THE NORTHWEST END OF THE RUNWAY.  TO REACH FROM THE
 FD1642'JUNCTION OF U.S. HIGHWAYS 64 AND 31 IN PULASKI GO 0.6 MILES WEST ON
 FD1642'HIGHWAY 64, THEN LEFT(SOUTH) 2.0 MILES ON STATE ROUTE 11 TO A FORK AT
 FD1642'A CEMETERY,  BEAR LEFT (SOUTH) AND GO 1.7 MI ON STATE ROUTE 166 TO
 FD1642'THE AIRPORT.  ENTRANCE DRIVE ON THE RIGHT, TURN RIGHT AND GO 0.25
 FD1642'MILES WEST TO THE AIRPORT OFFICE AND THE STATION 0.8 MILES NORTHWEST
 FD1642'OF THE OFFICE.
 FD1642'THE STATION IS 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6 FEET
 FD1642'THE LOGO CAP IS STAMPED ----PULPORT AZMK 1987---- AND A STEEL
 FD1642'SPIKE IS EMBEDDED IN THE SAND.  IT IS 79 FEET NORTHEAST OF THE
 FD1642'CENTERLINE AND 1 FOOT BELOW THE SAME, 69.3 FEET NORTHWEST OF
 FD1642'OF THE TAXIWAY CENTERLINE, 11 FEET SOUTHWEST OF THE SOUTH-
 FD1642'EAST END OF A CULVERT HEADWALL AND 9.6 FEET NORTH OF FIBERGLASS
 FD1642'WITNESS POST.
 FD1642
 FD1642                          STATION RECOVERY (2003)
 FD1642
 FD1642'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 FD1642'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1645 ***********************************************************************
 FD1645  DESIGNATION -  PULPORT AZ MK
 FD1645  PID         -  FD1645
 FD1645  STATE/COUNTY-  TN/GILES
 FD1645  USGS QUAD   -  PULASKI (1984)
 FD1645
 FD1645                         *CURRENT SURVEY CONTROL
 FD1645  ___________________________________________________________________
 FD1645* NAD 83(1995)-  35 09 00.89287(N)    087 03 15.76903(W)     ADJUSTED  
 FD1645* NAVD 88     -       198.7    (meters)     652.     (feet)  VERTCON   
 FD1645  ___________________________________________________________________
 FD1645  X           -     268,296.706 (meters)                     COMP
 FD1645  Y           -  -5,214,088.956 (meters)                     COMP
 FD1645  Z           -   3,651,606.542 (meters)                     COMP
 FD1645  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FD1645  ELLIP HEIGHT-         170.04  (meters)          (04/12/99) GPS OBS
 FD1645  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FD1645
 FD1645  HORZ ORDER  -  THIRD
 FD1645  ELLP ORDER  -  FOURTH    CLASS I
 FD1645
 FD1645.This mark is at Abernathy Field Airport (GZS)
 FD1645
 FD1645.The horizontal coordinates were established by GPS observations
 FD1645.and adjusted by the National Geodetic Survey in April 1999..
 FD1645
 FD1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1645
 FD1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1645
 FD1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1645
 FD1645.The ellipsoidal height was determined by GPS observations
 FD1645.and is referenced to NAD 83.
 FD1645
 FD1645.The geoid height was determined by GEOID03.
 FD1645
 FD1645;                    North         East     Units Scale Factor Converg.
 FD1645;SPC TN       -    91,155.076   503,923.849   MT  1.00001910   -0 37 02.2
 FD1645;SPC TN       -   299,064.61  1,653,290.16   sFT  1.00001910   -0 37 02.2
 FD1645;UTM  16      - 3,889,706.559   495,046.796   MT  0.99960030   -0 01 52.7
 FD1645
 FD1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1645!SPC TN       -   0.99997331  x   1.00001910  =   0.99999241
 FD1645!UTM  16      -   0.99997331  x   0.99960030  =   0.99957362
 FD1645
 FD1645:                Primary Azimuth Mark                     Grid Az
 FD1645:SPC TN       -  PULPORT                                  330 22 10.4
 FD1645:UTM  16      -  PULPORT                                  329 47 00.9
 FD1645
 FD1645|---------------------------------------------------------------------|
 FD1645| PID    Reference Object                     Distance      Geod. Az  |
 FD1645|                                                           dddmmss.s |
 FD1645| FD1642 PULPORT                             APPROX. 1.2 KM 3294508.2 |
 FD1645|---------------------------------------------------------------------|
 FD1645
 FD1645                          SUPERSEDED SURVEY CONTROL
 FD1645
 FD1645  NAD 83(1995)-  35 09 00.89289(N)    087 03 15.76993(W) AD(       ) 3
 FD1645  NAD 83(1995)-  35 09 00.89885(N)    087 03 15.76712(W) AD(       ) 3
 FD1645  NAD 83(1986)-  35 09 00.89949(N)    087 03 15.76839(W) AD(       ) 3
 FD1645  NAD 27      -  35 09 00.60434(N)    087 03 15.72844(W) AD(       ) 3
 FD1645  NGVD 29 (02/20/88)  198.7    (m)          652.     (f) GPS OBS        
 FD1645
 FD1645.Superseded values are not recommended for survey control.
 FD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1645.See file dsdata.txt to determine how the superseded data were derived.
 FD1645
 FD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9504789707(NAD 83)
 FD1645_MARKER: DZ = AZIMUTH MARK DISK
 FD1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1645_SP_SET: CONCRETE POST
 FD1645_STAMPING: PULPORT AZ MK 1987
 FD1645_MARK LOGO: NGS   
 FD1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1645+STABILITY: SURFACE MOTION
 FD1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1645+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FD1645
 FD1645  HISTORY     - Date     Condition        Report By
 FD1645  HISTORY     - 1987     MONUMENTED       NGS
 FD1645
 FD1645                          STATION DESCRIPTION
 FD1645
 FD1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FD1645'LOCATED AT THE PULASKI/ABERNATHY FIELD ABOUT 3 MILES SOUTH OF
 FD1645'PULASKI, NEAR THE NORTHWEST END OF THE RUNWAY.  TO REACH FROM THE
 FD1645'JUNCTION OF U.S. HIGHWAYS 64 AND 31 IN PULASKI GO 0.6 MILES WEST ON
 FD1645'HIGHWAY 64, THEN LEFT (SOUTH) 2.0 MILES ON STATE ROUTE 11 TO A FORK AT
 FD1645'A CEMETERY,  BEAR LEFT (SOUTH) AND GO 1.7 MI ON STATE ROUTE 166 TO
 FD1645'THE AIRPORT ENTRANCE DRIVE ON THE RIGHT, TURN RIGHT AND GO 0.25
 FD1645'MILES WEST TO THE AIRPORT OFFICE AND THE STATION 0.8 MILES NORTHWEST
 FD1645'OF THE OFFICE.
 FD1645'THE STATION IS 3-D MARK WITH STAINLESS STEEL ROD DIVEVEN 6 FEET
 FD1645'THE LOGO CAP IS STAMPED ----PULPORT AZMK 1987---- AND A STEEL
 FD1645'SPIKE IS EMBEDDED IN THE SAND.  IT IS 79 FEET NORTHEASE OF THE
 FD1645'CENTERLINE AND 1 FOOT BELOW THE SAME, 69.3 FEET NORTHWEST OF
 FD1645'OF THE TAXIWAY CENTERLINE, 11 FEET SOUTHWEST OF THE SOUTH-
 FD1645'EAST END OF A CULVERT HEADWALL AND 9.6 FEET NORTH OF FIBERGLASS
 FD1645'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0415 ***********************************************************************
 FF0415  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0415  DESIGNATION -  PUMP
 FF0415  PID         -  FF0415
 FF0415  STATE/COUNTY-  TN/SHELBY
 FF0415  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0415
 FF0415                         *CURRENT SURVEY CONTROL
 FF0415  ___________________________________________________________________
 FF0415* NAD 83(1995)-  35 10 51.34942(N)    090 00 56.21774(W)     ADJUSTED  
 FF0415* NAVD 88     -        74.44   (meters)     244.2    (feet)  GPS OBS   
 FF0415  ___________________________________________________________________
 FF0415  X           -      -1,422.425 (meters)                     COMP
 FF0415  Y           -  -5,218,925.911 (meters)                     COMP
 FF0415  Z           -   3,654,318.539 (meters)                     COMP
 FF0415  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FF0415  ELLIP HEIGHT-          47.11  (meters)          (05/31/05) GPS OBS
 FF0415  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0415  DYNAMIC HT  -          74.37  (meters)     244.0   (feet)  COMP
 FF0415  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 FF0415
 FF0415  HORZ ORDER  -  FIRST
 FF0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FF0415  ELLP ORDER  -  FOURTH    CLASS II
 FF0415
 FF0415.The horizontal coordinates were established by GPS observations
 FF0415.and adjusted by the National Geodetic Survey in May 2005..
 FF0415
 FF0415.The orthometric height was determined by GPS observations and a
 FF0415.high-resolution geoid model using precise GPS observation and
 FF0415.processing techniques. It supersedes the leveled height previously
 FF0415.determined for this station.
 FF0415.The vertical order pertains to the first NAVD 88 superseded value.
 FF0415
 FF0415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0415
 FF0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0415
 FF0415.The ellipsoidal height was determined by GPS observations
 FF0415.and is referenced to NAD 83.
 FF0415
 FF0415.The geoid height was determined by GEOID03.
 FF0415
 FF0415.The dynamic height is computed by dividing the NAVD 88
 FF0415.geopotential number by the normal gravity value computed on the
 FF0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0415.degrees latitude (g = 980.6199 gals.).
 FF0415
 FF0415.The modeled gravity was interpolated from observed gravity values.
 FF0415
 FF0415;                    North         East     Units Scale Factor Converg.
 FF0415;SPC TN       -   101,544.583   234,328.401   MT  1.00001291   -2 21 03.2
 FF0415;SPC TN       -   333,150.85    768,792.43   sFT  1.00001291   -2 21 03.2
 FF0415;SPC AR N     -    95,854.940   580,731.765   MT  0.99996056   +1 09 17.0
 FF0415;SPC AR N     -   314,484.08  1,905,284.13   sFT  0.99996056   +1 09 17.0
 FF0415;UTM  15      - 3,897,188.041   771,770.802   MT  1.00051035   +1 43 13.9
 FF0415;UTM  16      - 3,897,273.948   225,384.187   MT  1.00052952   -1 44 18.8
 FF0415
 FF0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0415!SPC TN       -   0.99999261  x   1.00001291  =   1.00000552
 FF0415!SPC AR N     -   0.99999261  x   0.99996056  =   0.99995317
 FF0415!UTM  15      -   0.99999261  x   1.00051035  =   1.00050295
 FF0415!UTM  16      -   0.99999261  x   1.00052952  =   1.00052212
 FF0415
 FF0415:                Primary Azimuth Mark                     Grid Az
 FF0415:SPC TN       -  MEMPHIS RADIO STA WREC SW MAST           019 55 26.5
 FF0415:SPC AR N     -  MEMPHIS RADIO STA WREC SW MAST           016 25 06.3
 FF0415:UTM  15      -  MEMPHIS RADIO STA WREC SW MAST           015 51 09.4
 FF0415:UTM  16      -  MEMPHIS RADIO STA WREC SW MAST           019 18 42.1
 FF0415
 FF0415|---------------------------------------------------------------------|
 FF0415| PID    Reference Object                     Distance      Geod. Az  |
 FF0415|                                                           dddmmss.s |
 FF0415| FF1975 MEMPHIS RADIO STA WREC SW MAST      APPROX. 1.6 KM 0173423.3 |
 FF0415| FF1966 MEMPHIS RADIO STA WREC NE MAST      APPROX. 1.7 KM 0180329.0 |
 FF0415| CI5329 PUMP AZ MK                                         1343628.9 |
 FF0415| FF0416 PUMP RM 1                            25.934 METERS 13903     |
 FF0415| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX. 1.2 KM 2470854.8 |
 FF0415| FF0414 PUMP RM 2                            27.870 METERS 26856     |
 FF0415|---------------------------------------------------------------------|
 FF0415
 FF0415                          SUPERSEDED SURVEY CONTROL
 FF0415
 FF0415  NAD 83(1995)-  35 10 51.34963(N)    090 00 56.21889(W) AD(       ) 2
 FF0415  NAD 83(1995)-  35 10 51.35208(N)    090 00 56.21860(W) AD(       ) 2
 FF0415  NAD 83(1995)-  35 10 51.35503(N)    090 00 56.21831(W) AD(       ) 2
 FF0415  NAD 83(1986)-  35 10 51.36004(N)    090 00 56.22005(W) AD(       ) 2
 FF0415  NAD 27      -  35 10 51.03960(N)    090 00 55.89570(W) AD(       ) 2
 FF0415  NAVD 88 (06/15/91)   74.497  (m)          244.41   (f) ADJUSTED    2 0
 FF0415  NGVD 29 (??/??/??)   74.471  (m)          244.33   (f) ADJUSTED    2 0
 FF0415
 FF0415.Superseded values are not recommended for survey control.
 FF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0415.See file dsdata.txt to determine how the superseded data were derived.
 FF0415
 FF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7177197188(NAD 83)
 FF0415_MARKER: DB = BENCH MARK DISK
 FF0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0415_STAMPING: PUMP 1957
 FF0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0415+STABILITY: SURFACE MOTION
 FF0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0415+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0415
 FF0415  HISTORY     - Date     Condition        Report By
 FF0415  HISTORY     - 1957     MONUMENTED       CGS
 FF0415  HISTORY     - 1959     GOOD             CGS
 FF0415  HISTORY     - 1959     GOOD             CGS
 FF0415  HISTORY     - 19970525 GOOD             TN1620
 FF0415  HISTORY     - 20021024 GOOD             USACE
 FF0415  HISTORY     - 20030702 GOOD             EMCINC
 FF0415
 FF0415                          STATION DESCRIPTION
 FF0415
 FF0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0415'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF MEMPHIS
 FF0415'ON THE LEVEE JUST EAST OF THE CYPRESS CREEK PUMPING STATION,
 FF0415'WHICH IS CITY OWNED.  IT IS 138 FEET NORTHEAST OF THE SOUTHEAST
 FF0415'CORNER OF THE PUMPING STATION BUILDING, 137 FEET SOUTHEAST
 FF0415'OF THE EAST EDGE OF A DRAIN CANAL, 53 FEET NORTHEAST OF THE
 FF0415'CENTERLINE OF A PAVED ROAD AND ON THE HIGHEST POINT OF THE
 FF0415'LEVEE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PUMP
 FF0415'1957.
 FF0415'
 FF0415'TO REACH THE STATION FROM THE INTERSECTION OF CHELSEA AVENUE
 FF0415'AND NORTH BELLEVUE BOULEVARD AT THE NORTHWEST EDGE OF MEMPHIS,
 FF0415'GO NORTH ON NORTH BELLEVUE BOULEVARD FOR 0.75 MILE TO THE
 FF0415'CYPRESS CREEK PUMPING STATION ON THE RIGHT AND THE STATION
 FF0415'AS DESCRIBED.
 FF0415'
 FF0415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 FF0415'ON A DIM GRAVELED ROAD ON TOP OF THE LEVEE FOR 0.5 MILE TO
 FF0415'THE AZIMUTH MARK ON THE RIGHT.
 FF0415'
 FF0415'REFERENCE MARK 2 IS 51 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FF0415'OF THE PUMPING STATION BUILDING AND SET AT THE SOUTHEAST
 FF0415'CORNER OF A WIRED IN CONCRETE PLATFORM.  THE MONUMENT IS
 FF0415'FLUSH AND THE DISK IS STAMPED PUMP NO 2 1957.
 FF0415'
 FF0415'REFERENCE MARK 1 IS ON THE HIGHEST POINT OF THE LEVEE AND
 FF0415'57 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD.  THE
 FF0415'MONUMENT IS FLUSH AND THE DISK IS STAMPED PUMP NO 1 1957.
 FF0415'
 FF0415'THE AZIMUTH MARK IS 330 FEET WEST OF THE INTERSECTION OF
 FF0415'A PAVED CROSSROAD, 300 FEET WEST OF THE WEST RAIL OF A RAILROAD
 FF0415'TRACK AND 11 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FF0415'LEVEE ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FF0415'PUMP 1957.
 FF0415'
 FF0415'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FF0415
 FF0415                          STATION RECOVERY (1959)
 FF0415
 FF0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0415'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FF0415'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 FF0415
 FF0415                          STATION RECOVERY (1959)
 FF0415
 FF0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0415'IN MEMPHIS.
 FF0415'TO REACH FROM THE INTERSECTION OF CHELSA AVENUE AND NORTH
 FF0415'BELLEVUE BLVD. AT THE NORTHWEST EDGE OF MEMPHIS, GO NORTH ON
 FF0415'NORTH BELLVUE BLVD. FOR 0.75 MILE TO THE CYPRESS CREEK PUMPING
 FF0415'STATION ON THE RIGHT AND MARK AS DESCRIBED.  THE MARK IS A
 FF0415'STANDARD STATION DISK WHICH IS SET IN THE TOP OF A CONCRETE
 FF0415'MONUMENT WHICH IS FLUSH.  IT IS 138 FEET NORTHWEST OF THE
 FF0415'SOUTHEAST CORNER OF THE PUMPING STATION BUILDING, 137 FEET
 FF0415'SOUTHEAST OF THE EAST EDGE OF A DRAIN CANAL, 53 FEET NORTHEAST
 FF0415'OF THE CENTERLINE OF A PAVED ROAD AND ON THE HIGHEST POINT OF THE
 FF0415'LEVEE.  IT IS ABOUT 1.2 MILES SOUTHWEST OF G 215.
 FF0415
 FF0415                          STATION RECOVERY (1997)
 FF0415
 FF0415'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FF0415'RECOVERED IN GOOD CONDITION.
 FF0415
 FF0415                          STATION RECOVERY (2002)
 FF0415
 FF0415'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0415'RECOVERED IN GOOD CONDITION.
 FF0415
 FF0415                          STATION RECOVERY (2003)
 FF0415
 FF0415'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0415'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0416 ***********************************************************************
 FF0416  DESIGNATION -  PUMP RM 1
 FF0416  PID         -  FF0416
 FF0416  STATE/COUNTY-  TN/SHELBY
 FF0416  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0416
 FF0416                         *CURRENT SURVEY CONTROL
 FF0416  ___________________________________________________________________
 FF0416* NAD 83(1986)-  35 10 50.     (N)    090 00 58.     (W)     SCALED    
 FF0416* NAVD 88     -        74.482  (meters)     244.36   (feet)  ADJUSTED  
 FF0416  ___________________________________________________________________
 FF0416  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0416  DYNAMIC HT  -          74.415 (meters)     244.14  (feet)  COMP
 FF0416  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 FF0416
 FF0416  VERT ORDER  -  SECOND    CLASS 0
 FF0416
 FF0416.The horizontal coordinates were scaled from a topographic map and have
 FF0416.an estimated accuracy of +/- 6 seconds.
 FF0416
 FF0416.The orthometric height was determined by differential leveling
 FF0416.and adjusted by the National Geodetic Survey in June 1991..
 FF0416
 FF0416.The geoid height was determined by GEOID03.
 FF0416
 FF0416.The dynamic height is computed by dividing the NAVD 88
 FF0416.geopotential number by the normal gravity value computed on the
 FF0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0416.degrees latitude (g = 980.6199 gals.).
 FF0416
 FF0416.The modeled gravity was interpolated from observed gravity values.
 FF0416
 FF0416;                    North         East    Units  Estimated Accuracy
 FF0416;SPC TN       -   101,510.      234,280.      MT  (+/- 180 meters Scaled)
 FF0416
 FF0416                          SUPERSEDED SURVEY CONTROL
 FF0416
 FF0416  NGVD 29 (??/??/??)   74.457  (m)          244.28   (f) ADJUSTED    2 0
 FF0416
 FF0416.Superseded values are not recommended for survey control.
 FF0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0416.See file dsdata.txt to determine how the superseded data were derived.
 FF0416
 FF0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717971(NAD 83)
 FF0416_MARKER: DR = REFERENCE MARK DISK
 FF0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0416_STAMPING: PUMP NO 1 1957
 FF0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0416+STABILITY: SURFACE MOTION
 FF0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0416+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0416
 FF0416  HISTORY     - Date     Condition        Report By
 FF0416  HISTORY     - 1957     MONUMENTED       CGS
 FF0416  HISTORY     - 1959     GOOD             CGS
 FF0416  HISTORY     - 19970525 GOOD             TN1620
 FF0416  HISTORY     - 20021024 GOOD             USACE
 FF0416
 FF0416                          STATION DESCRIPTION
 FF0416
 FF0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0416'IN MEMPHIS.
 FF0416'IT IS LOCATED AT THE STATION SITE.  THE MARK IS A STANDARD DISK
 FF0416'SET IN THE TOP OF A CONCRETE MONUMEHT WHICH IS FLUSH WITH THE
 FF0416'GROUND, 85.1 FEET SOUTHEAST OF THE STATION MARK, 57 FEET NORTH OF
 FF0416'THE CENTERLINE OF THE PAVED ROAD AND SET ON THE HIGHEST POINT
 FF0416'OF THE LEVEE.
 FF0416
 FF0416                          STATION RECOVERY (1997)
 FF0416
 FF0416'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FF0416'RECOVERED IN GOOD CONDITION.
 FF0416
 FF0416                          STATION RECOVERY (2002)
 FF0416
 FF0416'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0414 ***********************************************************************
 FF0414  DESIGNATION -  PUMP RM 2
 FF0414  PID         -  FF0414
 FF0414  STATE/COUNTY-  TN/SHELBY
 FF0414  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0414
 FF0414                         *CURRENT SURVEY CONTROL
 FF0414  ___________________________________________________________________
 FF0414* NAD 83(1986)-  35 10 50.     (N)    090 00 58.     (W)     SCALED    
 FF0414* NAVD 88     -        74.181  (meters)     243.38   (feet)  ADJUSTED  
 FF0414  ___________________________________________________________________
 FF0414  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0414  DYNAMIC HT  -          74.114 (meters)     243.16  (feet)  COMP
 FF0414  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 FF0414
 FF0414  VERT ORDER  -  SECOND    CLASS 0
 FF0414
 FF0414.The horizontal coordinates were scaled from a topographic map and have
 FF0414.an estimated accuracy of +/- 6 seconds.
 FF0414
 FF0414.The orthometric height was determined by differential leveling
 FF0414.and adjusted by the National Geodetic Survey in June 1991..
 FF0414
 FF0414.The geoid height was determined by GEOID03.
 FF0414
 FF0414.The dynamic height is computed by dividing the NAVD 88
 FF0414.geopotential number by the normal gravity value computed on the
 FF0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0414.degrees latitude (g = 980.6199 gals.).
 FF0414
 FF0414.The modeled gravity was interpolated from observed gravity values.
 FF0414
 FF0414;                    North         East    Units  Estimated Accuracy
 FF0414;SPC TN       -   101,510.      234,280.      MT  (+/- 180 meters Scaled)
 FF0414
 FF0414                          SUPERSEDED SURVEY CONTROL
 FF0414
 FF0414  NGVD 29 (??/??/??)   74.155  (m)          243.29   (f) ADJUSTED    2 0
 FF0414
 FF0414.Superseded values are not recommended for survey control.
 FF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0414.See file dsdata.txt to determine how the superseded data were derived.
 FF0414
 FF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717971(NAD 83)
 FF0414_MARKER: DR = REFERENCE MARK DISK
 FF0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0414_STAMPING: PUMP NO 2 1957
 FF0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0414+STABILITY: SURFACE MOTION
 FF0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0414+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0414
 FF0414  HISTORY     - Date     Condition        Report By
 FF0414  HISTORY     - 1957     MONUMENTED       CGS
 FF0414  HISTORY     - 1959     GOOD             CGS
 FF0414  HISTORY     - 19970525 GOOD             TN1620
 FF0414  HISTORY     - 20021024 GOOD             USACE
 FF0414
 FF0414                          STATION DESCRIPTION
 FF0414
 FF0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0414'IN MEMPHIS.
 FF0414'IT IS LOCATED AT THE STATION SITE, SET IN THE TOP OF A CONCRETE
 FF0414'MONUMENT WHICH IS FLUSH WITH THE GROUND, 91.4 FEET WEST OF THE
 FF0414'STATION MARK, 51 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FF0414'PUMPING STATION BUILDING AND SET IN THE SOUTHEAST CORNER OF A
 FF0414'WIRED IN CONCRETE PLATFORM.
 FF0414
 FF0414                          STATION RECOVERY (1997)
 FF0414
 FF0414'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FF0414'RECOVERED IN GOOD CONDITION.
 FF0414
 FF0414                          STATION RECOVERY (2002)
 FF0414
 FF0414'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2269 ***********************************************************************
 FE2269  DESIGNATION -  PURDY
 FE2269  PID         -  FE2269
 FE2269  STATE/COUNTY-  TN/MCNAIRY
 FE2269  USGS QUAD   -  PURDY (1984)
 FE2269
 FE2269                         *CURRENT SURVEY CONTROL
 FE2269  ___________________________________________________________________
 FE2269* NAD 83(1995)-  35 12 49.70362(N)    088 31 23.25267(W)     ADJUSTED  
 FE2269* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FE2269  ___________________________________________________________________
 FE2269  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 FE2269  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2269
 FE2269  HORZ ORDER  -  SECOND
 FE2269
 FE2269.The horizontal coordinates were established by classical geodetic methods
 FE2269.and adjusted by the National Geodetic Survey in April 1999..
 FE2269
 FE2269.The orthometric height was scaled from a topographic map.
 FE2269
 FE2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2269
 FE2269.The geoid height was determined by GEOID03.
 FE2269
 FE2269;                    North         East     Units Scale Factor Converg.
 FE2269;SPC TN       -   100,650.248   370,293.137   MT  1.00000658   -1 28 37.7
 FE2269;SPC TN       -   330,216.69  1,214,870.07   sFT  1.00000658   -1 28 37.7
 FE2269;UTM  16      - 3,897,816.491   361,369.236   MT  0.99983685   -0 52 42.3
 FE2269
 FE2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2269!SPC TN       -   0.99997326  x   1.00000658  =   0.99997984
 FE2269!UTM  16      -   0.99997326  x   0.99983685  =   0.99981012
 FE2269
 FE2269|---------------------------------------------------------------------|
 FE2269| PID    Reference Object                     Distance      Geod. Az  |
 FE2269|                                                           dddmmss.s |
 FE2269| CG4107 PURDY RM 1                           62.822 METERS 01213     |
 FE2269| CG4109 PURDY RM 3                            9.530 METERS 04533     |
 FE2269| CG4108 PURDY RM 2                           73.359 METERS 23635     |
 FE2269| FE2094 SELMER RESET                        APPROX. 7.5 KM 2423043.1 |
 FE2269| CG4106 PURDY AZ MK                                        3033628.4 |
 FE2269| CG4110 PURDY RM 4                            7.085 METERS 31554     |
 FE2269|---------------------------------------------------------------------|
 FE2269
 FE2269                          SUPERSEDED SURVEY CONTROL
 FE2269
 FE2269  NAD 83(1995)-  35 12 49.70497(N)    088 31 23.25403(W) AD(       ) 2
 FE2269  NAD 83(1995)-  35 12 49.70731(N)    088 31 23.25088(W) AD(       ) 2
 FE2269  NAD 83(1995)-  35 12 49.71221(N)    088 31 23.25121(W) AD(       ) 2
 FE2269  NAD 83(1986)-  35 12 49.71288(N)    088 31 23.25115(W) AD(       ) 2
 FE2269  NAD 27      -  35 12 49.41700(N)    088 31 23.09300(W) AD(       ) 2
 FE2269
 FE2269.Superseded values are not recommended for survey control.
 FE2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2269.See file dsdata.txt to determine how the superseded data were derived.
 FE2269
 FE2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6136997816(NAD 83)
 FE2269_MARKER: DS = TRIANGULATION STATION DISK
 FE2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2269
 FE2269  HISTORY     - Date     Condition        Report By
 FE2269  HISTORY     - 1934     MONUMENTED       CGS
 FE2269  HISTORY     - 1949     GOOD             TVA
 FE2269  HISTORY     - 1962     GOOD             CGS
 FE2269  HISTORY     - 1971     POOR             TNHD
 FE2269  HISTORY     - 1971     GOOD             NGS
 FE2269  HISTORY     - 1972     GOOD             TVA
 FE2269  HISTORY     - 1976     GOOD             NGS
 FE2269
 FE2269                          STATION DESCRIPTION
 FE2269
 FE2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2269'ABOUT 1 MILE SOUTH-SOUTHEAST OF PURDY, 4-3/4 MILES NORTHEAST OF
 FE2269'SELMER, 7-1/2 MILES WEST-SOUTHWEST OF ADAMSVILLE, ON BARE-TOPPED
 FE2269'KNOLL, ON PROPERTY OF MRS. MARY WAGGONER, NEAR NORTH EDGE OF
 FE2269'CULTIVATED FIELD, 173 FEET SOUTH OF CENTER LINE OF ROAD, 40 FEET
 FE2269'SOUTHEAST OF TWIN 6-INCH PINE, AND 26 FEET SOUTH OF EDGE OF LARGE
 FE2269'GULLY. TO REACH FROM THE MEEK HOTEL IN ADAMSVILLE, GO WEST 7.1
 FE2269'MILES ON ROUTE 64 TO CROSSROADS AT SMALL STORE, TURN RIGHT AT ARROW
 FE2269'PURDY 3 MILES AND FOLLOW MAIN GRAVEL ROAD 2.4 MILES (OR 0.05 MILE
 FE2269'PAST SMALL SHANTY ON RIGHT) TO STATION SITE. SURFACE AND
 FE2269'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2269'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FE2269'IN CONCRETE.  NO. 1 IS ABOUT 36 FEET NORTH-NORTHEAST OF
 FE2269'CENTER LINE OF ROAD, 30 FEET NORTH-NORTHWEST OF RAVINE,
 FE2269'AND 206.11 FEET FROM STATION.  NO. 2 IS AT
 FE2269'EDGE OF CULTIVATED FIELD, ABOUT 50 FEET NORTH OF 24-INCH WALNUT, AND
 FE2269'240.90 FEET FROM STATION S 56 DEG 35 MIN W.  AZIMUTH MARK IS 20
 FE2269'FEET NORTH OF CENTER LINE OF ROAD, 85 FEET SOUTHEAST OF UNPAINTED
 FE2269'HOUSE, 100 FEET EAST OF T-ROAD, AND 0.25 MILE FROM STATION IN
 FE2269'N 56 DEG 24 MIN W.
 FE2269
 FE2269                          STATION RECOVERY (1949)
 FE2269
 FE2269'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2269'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 1 MILE SSE OF
 FE2269'PURDY. THE DISK IS STAMPED PURDY 1934.
 FE2269'
 FE2269'A STEEL POST IS SET 2 FEET N OF THE MARK.
 FE2269'
 FE2269'REFERENCE MARK 1 WAS NOT FOUND.
 FE2269'
 FE2269'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 FE2269'
 FE2269'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. A STEEL POST IS SET 2
 FE2269'FEET N OF THE MARK.
 FE2269
 FE2269                          STATION RECOVERY (1962)
 FE2269
 FE2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FE2269'THE STATION AND THE AZIMUTH MARK WERE RECOVERED. THE STATION IS IN
 FE2269'GOOD CONDITION AND THE AZIMUTH MARK IS IN FAIR CONDITION. THE
 FE2269'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR AND COULD NOT BE
 FE2269'FOUND AND THEY ARE THOUGHT TO HAVE BEEN DESTROYED BY EROSION.
 FE2269'THERE IS NOW A PLANTING OF PINE FOREST BETWEEN THE STATION AND THE
 FE2269'AZIMUTH MARK AND IT IS NO LONGER VISIBLE FROM THE GROUND WITHOUT
 FE2269'EXTENSIVE CLEARING.
 FE2269'
 FE2269'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 FE2269'
 FE2269'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 FE2269'ROUTE 22 IN ADAMSVILLE, GO WESTERLY ON U. S.  HIGHWAY 64 FOR
 FE2269'6.95 MILES TO THE OLD PURDY-SELMER ROAD ON THE RIGHT, HERE TURN RIGHT
 FE2269'AND GO NORTHERLY ON THIS GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD,
 FE2269'CONTINUE STRAIGHT AHEAD FOR 2.45 MILES TO A HOUSE ON THE RIGHT AND
 FE2269'THE STATION ON THE LEFT AT TOP OF THE HILL JUST ABOVE A LARGE GULLY.
 FE2269'
 FE2269'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD ON
 FE2269'THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT JUST BEFORE
 FE2269'REACHING A T-CROSSROAD.
 FE2269
 FE2269                          STATION RECOVERY (1971)
 FE2269
 FE2269'RECOVERY NOTE BY TN HIGHWAY DEPT 1971 (RD)
 FE2269'PURDY 1934 - STATION IS LEANING APPARENTLY.
 FE2269'
 FE2269'STRUCK BY FARM MACHINERY.
 FE2269
 FE2269                          STATION RECOVERY (1971)
 FE2269
 FE2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FE2269'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 FE2269'GOOD CONDITION. REFERENCE MARK NO. 1 IS KNOWN TO HAVE BEEN LAYING
 FE2269'AT THE BOTTOM OF A RAVINE AFTER A CAVEIN SEVERAL YEARS AGO. THE DISK
 FE2269'WAS NOT RECOVERED. THE AZIMUTH MARK MONUMENT WAS FOUND UPSET,
 FE2269'HAVING BEEN STRUCK BY A ROAD GRADER, AND THE DISK WAS RECOVERED. TWO
 FE2269'NEW REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED THIS DATE. THE
 FE2269'STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 FE2269'THE OLD REFERENCE MARK NO. 1 AND THE NEWLY ESTABLISHED MARKS.
 FE2269'VERTICAL ANGLE OBS WERE MADE UPON REFERENCE MARK NO. 2 AND
 FE2269'SLOPE MEASUREMENTS MADE. WHEN REDUCED TO HORIZONTAL A DISCREPANCY OF
 FE2269'MINUS 0.22 OF A FOOT WAS NOTED.
 FE2269'
 FE2269'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2269'
 FE2269'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF
 FE2269'ADAMSVILLE, 4.75 MILES NORTHEAST OF SELMER, ABOUT 1 MILE
 FE2269'SOUTH-SOUTHEAST OF THE SMALL COMMUNITY OF PURDY, AND ON THE PROPERTY
 FE2269'OF THE SMALLWOOD HEIRS.
 FE2269'
 FE2269'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE MCNAIRY COUNTY
 FE2269'COURTHOUSE IN SELMER, GO SOUTHEASTERLY ON U.S.  HIGHWAYS 45 AND
 FE2269'64 FOR 0.4 OF A MILE TO THE TRAFFIC LIGHT WHERE THE HIGHWAYS DIVIDE.
 FE2269'HERE KEEP LEFT ON U.S. HIGHWAY 64 AND GO EASTERLY AND NORTHEASTERLY
 FE2269'FOR 6.9 MILES TO A SIGN AIRPORT AND PAVED COUNTY ROAD R 19347 (OLD
 FE2269'U.S. HIGHWAY 64) ON THE LEFT. HERE TURN LEFT ON COUNTY ROAD R
 FE2269'19347 AND GO NORTHEASTERLY FOR 0.25 OF A MILE TO ANOTHER SIGN
 FE2269'AIRPORT AND THE INTERSECTION OF COUNTY ROAD R 8120. HERE TURN LEFT
 FE2269'ON COUNTY ROAD R 8120 AND GO NORTHWESTERLY FOR 0.6 OF A MILE
 FE2269'TO THE ENTRANCE INTO THE SELMER AIRPORT ON THE RIGHT, CONTINUE
 FE2269'NORTHWESTERLY ON COUNTY ROAD R 8120 FOR 0.15 OF A MILE TO END OF
 FE2269'PAVEMENT. CONTINUE ON GRAVELED COUNTY ROAD R 8120 IN A GENERAL
 FE2269'NORTHWESTERLY DIRECTION FOR 1.6 MILES TO THE STATION ON THE LEFT
 FE2269'ATOP A BANK IN A GROWTH OF PINES AS DESCRIBED. INMANS STORE IS JUST
 FE2269'NORTHWEST OF THIS POINT ABOUT 40 YARDS.
 FE2269'
 FE2269'THE STATION IS ATOP A BANK NEAR THE SOUTH EDGE OF A PINE THICKET, 136
 FE2269'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD R
 FE2269'8120, 30 FEET EAST-NORTHEAST OF APPROXIMATE CENTER OF A FIELD ROAD AT
 FE2269'POINT OF CURVE, 4 FEET NORTHWEST OF THE EDGE OF A CULTIVATED FIELD,
 FE2269'AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2269'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2269'PROJECTS 6 INCHES AND THE DISK IS STAMPED PURDY 1934.
 FE2269'
 FE2269'REFERENCE MARK NO. 2 IS 227 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FE2269'OF A FIELD ROAD, 9 FEET SOUTH OF A 10-INCH PINE TREE, 4 FEET
 FE2269'SOUTHEAST OF THE EDGE OF A RAVINE, AND 1.0 FOOT NORTH OF A METAL
 FE2269'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2269'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 FE2269'IS STAMPED PURDY NO 2 1934.
 FE2269'
 FE2269'REFERENCE MARK NO. 3 IS 105 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 FE2269'CENTER OF COUNTY ROAD R 8120, 61 FEET NORTHEAST OF THE APPROXIMATE
 FE2269'CENTER OF A FIELD ROAD AT POINT OF CURVE, 8 FEET NORTH OF THE NORTH
 FE2269'CORNER OF A CULTIVATED FIELD, 4 FEET EAST-SOUTHEAST OF THE END OF A
 FE2269'SHALLOW RAVINE, 3 FEET WEST-NORTHWEST OF AN 8-INCH PINE TREE, AND
 FE2269'ABOUT 2 FEET BELOW THE STATION ELEVATION. IT IS A STANDARD DISK
 FE2269'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FE2269'4 INCHES AND THE DISK IS STAMPED PURDY 1934 NO 3 1971.
 FE2269'
 FE2269'REFERENCE MARK NO. 4 IS 131 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 FE2269'CENTER OF COUNTY ROAD R 8120, 22 FEET NORTHEAST OF THE APPROXIMATE
 FE2269'CENTER OF A FIELD ROAD, 28 FEET NORTHWEST OF THE EDGE OF A CULTIVATED
 FE2269'FIELD, 3.5 FEET SOUTHWEST OF A 10-INCH PINE TREE, AND IN A
 FE2269'THICKET ABOUT 1.5 FEET BELOW THE STATION ELEVATION. IT IS A STANDARD
 FE2269'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2269'PROJECTS 4 INCHES AND THE DISK IS STAMPED PURDY 1934 NO 4 1971.
 FE2269'
 FE2269'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE2269'REFERENCE MARK NO. 4 IS 38.85 FEET- 11.842 METERS.
 FE2269'
 FE2269'NOTE- IN DRY WEATHER THE STATION CAN BE DRIVEN TO BY CONTINUING ON
 FE2269'COUNTY ROAD R 8120 FOR ABOUT 0.05 OF A MILE TO A FIELD ROAD
 FE2269'SHARP LEFT, HERE TURN SHARP LEFT REVERSING DIRECTIONS ALONG FIELD
 FE2269'ROAD FOR ABOUT 0.05 OF A MILE TO THE MARKS ON THE LEFT, AND AT POINT
 FE2269'OF CURVE IN THE FIELD ROAD.
 FE2269
 FE2269                          STATION RECOVERY (1972)
 FE2269
 FE2269'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NDD)
 FE2269'CONDITION OF POINT WHEN FOUND GOOD.
 FE2269'
 FE2269'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PURDY 1934.
 FE2269'
 FE2269'THE STATION IS IN GOOD CONDITION WITH A WITNESS POST SET 1.0 FOOT
 FE2269'N OF MON.  THE AREA HAS BEEN CLEARED AND IS NOW IN CULTIVATION AND
 FE2269'PASTURE.  ALSO THERE ARE 2 REFS MON SET AND STAMPED PURDY 3-1971
 FE2269'AND PURDY 4-1971.  PURDY 3 HAS BEEN TORN OUT BY DOZER.  PURDY 4 IS
 FE2269'22.0 FEET N 50 W OF STATION MARK STATION.
 FE2269'
 FE2269'PURDY RM 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE2269'
 FE2269'COULD NOT LOCATE.  TALKED WITH LAND OWNER AND HE STATED THAT A
 FE2269'MON WAS COVERED UP IN A DITCH DURING CLEARING OPERATION BUT THE
 FE2269'LOCATION OF IT WAS SOUTH OF THE TRIANGULATION STA IF SO, THE
 FE2269'AZI BETWEEN PURDY-1 AND PURDY STATION MARK IS 180 DEG OFF.
 FE2269'
 FE2269'PURDY RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2269'
 FE2269'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT PURDY NO-2 1934.
 FE2269'
 FE2269'MON IS IN GOOD CONDITION NO NEW REFS. AVI DUE TO CLEARING OF LAND.
 FE2269'
 FE2269'WITNESS POST SET SW OF MON.
 FE2269'
 FE2269'PURDY AZ MK-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2269'
 FE2269'MON IS STILL IN SAME PLACE, BUT APPROX. TOP HALF HAS BEEN
 FE2269'DESTROYED.
 FE2269'
 FE2269'DISTANCE AND DIRECTION FROM NEAREST TOWN 4. MI NE OF SELMER.
 FE2269
 FE2269                          STATION RECOVERY (1976)
 FE2269
 FE2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2269'THE STATION MARK WAS FOUND IN GOOD CONDITION ALONG WITH REFERENCE
 FE2269'MARK 2.  A REFERENCE MARK 4 WAS FOUND AT THE STATION SITE AND THE
 FE2269'STAMPING STATE THAT IT WAS SET IN 1971.  EVIDENTLY THERE IS SOME
 FE2269'LETER DATA ON THIS STATION THAT WAS NOT AVAILABLE AT THE TIME THE
 FE2269'STATION WAS VISITED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED
 FE2269'DESTROYED BY ROAD WORK.
 FE2269'
 FE2269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-3/4 MILES
 FE2269'NORTHEAST OF SELMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2383 ***********************************************************************
 GB2383  DESIGNATION -  PUTNAM
 GB2383  PID         -  GB2383
 GB2383  STATE/COUNTY-  TN/PUTNAM
 GB2383  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2383
 GB2383                         *CURRENT SURVEY CONTROL
 GB2383  ___________________________________________________________________
 GB2383* NAD 83(1995)-  36 06 30.24537(N)    085 13 43.57821(W)     ADJUSTED  
 GB2383* NAVD 88     -       620.0    (meters)    2034.     (feet)  VERTCON   
 GB2383  ___________________________________________________________________
 GB2383  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GB2383  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2383
 GB2383  HORZ ORDER  -  FIRST
 GB2383
 GB2383.The horizontal coordinates were established by classical geodetic methods
 GB2383.and adjusted by the National Geodetic Survey in April 1999..
 GB2383
 GB2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2383
 GB2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2383
 GB2383.The geoid height was determined by GEOID03.
 GB2383
 GB2383;                    North         East     Units Scale Factor Converg.
 GB2383;SPC TN       -   197,216.741   669,437.987   MT  0.99995983   +0 27 05.4
 GB2383;SPC TN       -   647,035.26  2,196,314.46   sFT  0.99995983   +0 27 05.4
 GB2383;UTM  16      - 3,997,424.345   659,425.661   MT  0.99991318   +1 02 38.5
 GB2383
 GB2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2383!SPC TN       -   0.99990724  x   0.99995983  =   0.99986707
 GB2383!UTM  16      -   0.99990724  x   0.99991318  =   0.99982043
 GB2383
 GB2383:                Primary Azimuth Mark                     Grid Az
 GB2383:SPC TN       -  CUSTRED                                  133 26 24.9
 GB2383:UTM  16      -  CUSTRED                                  132 50 51.8
 GB2383
 GB2383|---------------------------------------------------------------------|
 GB2383| PID    Reference Object                     Distance      Geod. Az  |
 GB2383|                                                           dddmmss.s |
 GB2383| GB1726 CUSTRED                             APPROX. 9.6 KM 1335330.3 |
 GB2383| CG6428 PUTNAM RM 1                          33.909 METERS 16627     |
 GB2383| CG6427 PUTNAM AZ MK                                       1771421.5 |
 GB2383| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 6.1 KM 2884426.3 |
 GB2383| CG6429 PUTNAM RM 2                          24.658 METERS 30827     |
 GB2383| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 5.5 KM 3213519.3 |
 GB2383|---------------------------------------------------------------------|
 GB2383
 GB2383                          SUPERSEDED SURVEY CONTROL
 GB2383
 GB2383  NAD 83(1995)-  36 06 30.24909(N)    085 13 43.58054(W) AD(       ) 1
 GB2383  NAD 83(1995)-  36 06 30.25162(N)    085 13 43.57993(W) AD(       ) 1
 GB2383  NAD 83(1986)-  36 06 30.25817(N)    085 13 43.57977(W) AD(       ) 1
 GB2383  NAD 27      -  36 06 30.03000(N)    085 13 43.68900(W) AD(       ) 1
 GB2383  NGVD 29 (07/19/86)  620.0    (m)         2034.     (f) VERT ANG       
 GB2383
 GB2383.Superseded values are not recommended for survey control.
 GB2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2383.See file dsdata.txt to determine how the superseded data were derived.
 GB2383
 GB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5942697424(NAD 83)
 GB2383_MARKER: DS = TRIANGULATION STATION DISK
 GB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2383
 GB2383  HISTORY     - Date     Condition        Report By
 GB2383  HISTORY     - 1935     MONUMENTED       CGS
 GB2383  HISTORY     - 1960     GOOD             CGS
 GB2383  HISTORY     - 1982     GOOD             NGS
 GB2383
 GB2383                          STATION DESCRIPTION
 GB2383
 GB2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2383'STATION IS ON A HIGH DIVIDING RIDGE BETWEEN CALFKILLER RIVER AND EAST
 GB2383'FORK OF OBEY RIVER ABOUT 3-1/4 MILES SE OF MONTEREY ON
 GB2383'PROPERTY PROBABLY OWNED BY THE PUTNAM MINING COMPANY.
 GB2383'
 GB2383'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2383'DISKS SET IN CONCRETE.
 GB2383'
 GB2383'STATION IS 14 FEET SSE OF 8-INCH TRIANGULAR BLAZED OAK TREE, AND 11
 GB2383'PACES NE OF CENTER LINE OF WOODS ROAD.
 GB2383'
 GB2383'REFERENCE MARK NO. 1 IS S OF STATION AND 4 FEET SE OF AN 8-INCH OAK
 GB2383'TREE.
 GB2383'
 GB2383'REFERENCE MARK NO. 2 IS WNW OF STATION AND 26 FEET ESE OF 8-INCH
 GB2383'BLAZED OAK TREE.
 GB2383'
 GB2383'AZIMUTH MARK IS S OF STATION, ON DIM TRAIL THAT IS BLAZED ON BOTH
 GB2383'SIDES, 4 PACES E OF 8-INCH OAK TREE, AND 5 PACES SE OF ANOTHER
 GB2383'8-INCH OAK TREE.
 GB2383'
 GB2383'TO REACH FROM THE RAILROAD DEPOT IN MONTEREY, GO SW ON STREET AT W
 GB2383'END OF DEPOT FOR 0.2 MILE TO TENNESSEE ROUTE 24.  TURN LEFT AND
 GB2383'GO FOR 3.35 MILES TO DIM T-ROAD, LEFT, THROUGH WOODS.  TURN LEFT AND
 GB2383'GO 0.1 MILE TO RAILROAD TRACK.  CROSS TRACK AND TURN RIGHT AND GO 0.2
 GB2383'MILE TO ROAD FORK.  TAKE RIGHT FORK AND GO 0.2 MILE TO REVERSE Y.
 GB2383'TURN SHARP LEFT AND GO 0.35 MILE TO 8-INCH TRIANGULAR BLAZED OAK
 GB2383'TREE ON RIGHT AND STATION SITE 109 FEET SE.
 GB2383'
 GB2383'A 90-FOOT TOWER REQUIRED.
 GB2383
 GB2383                          STATION RECOVERY (1960)
 GB2383
 GB2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2383'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 GB2383'DIFFERANCE WAS NOTED IN THE DISTANCE TO THE REFERENCE MARKS.  DUE
 GB2383'TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 GB2383'
 GB2383'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 3 MILES SOUTHEAST OF
 GB2383'MONTEREY.
 GB2383'
 GB2383'TO REACH THE STATION FROM THE POST OFFICE IN MAYLAND, GO NORTH ON
 GB2383'U.S. HIGHWAY 70 N FOR 5.1 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 GB2383'RIGHT, EAST, ON THE TRACK ROAD AND GO 0.05 MILE TO RAILROAD TRACKS,
 GB2383'CROSS TRACKS AND CONTINUE EAST FOR 0.4 MILE TO THE STATION.
 GB2383'
 GB2383'STATION MARK IS 33 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD, 14
 GB2383'FEET SOUTH OF A 8-INCH TRIANGLE BLAZED OAK TREE AND 1 FOOT NORTH
 GB2383'OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 GB2383'POST, PROJECTS 5 INCHES, AND IS STAMPED PUTNAM 1935.
 GB2383'
 GB2383'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE TRACK ROAD.  THE MARK IS
 GB2383'A STANDARD DISK SET IN A CONCRETE POST, PROJECTS 3 INCHES, AND IS
 GB2383'STAMPED PUTNAM NO 1 1935.
 GB2383'
 GB2383'REFERENCE MARK NO. 2 IS 26 FEET EAST OF A 8-INCH OAK TREE AND 6 FEET
 GB2383'WEST OF THE TRACK ROAD.  THE MARK IS A STANDARD DISK SET IN A
 GB2383'CONCRETE POST, PROJECTS 4 INCHES, AND IS STAMPED PUTNAM NO 2 1935.
 GB2383'
 GB2383'AZIMUTH MARK IS 1.1 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 GB2383'STANDARD REFERENCE MARK DISK SET IN A CONCRETE POST, PROJECTS 4
 GB2383'INCHES, AND IS STAMPED PUTNAM AZI 1935.
 GB2383'
 GB2383'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTH FOR ABOUT 0.05
 GB2383'MILE TO THE MARK.
 GB2383'
 GB2383'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 GB2383
 GB2383                          STATION RECOVERY (1982)
 GB2383
 GB2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (HTA)
 GB2383'PUTNAM 1935 RECOVERED IN GOOD CONDITION.
 GB2383'REF NO. 1 RECOVERED IN GOOD CONDITION.
 GB2383'REF NO. 2 RECOVERED IN GOOD CONDITION.
 GB2383'AZIMUTH MK RECOVERED IN GOOD CONDITION-EASILY OBSERVED AT GROUND
 GB2383'LEVEL.
 GB2383'
 GB2383'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 SE OF MONTEREY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1759 ***********************************************************************
 FB1759  DESIGNATION -  Q 10
 FB1759  PID         -  FB1759
 FB1759  STATE/COUNTY-  TN/BLOUNT
 FB1759  USGS QUAD   -  MARYVILLE (1979)
 FB1759
 FB1759                         *CURRENT SURVEY CONTROL
 FB1759  ___________________________________________________________________
 FB1759* NAD 83(1986)-  35 50 10.     (N)    083 57 09.     (W)     SCALED    
 FB1759* NAVD 88     -       265.373  (meters)     870.64   (feet)  ADJUSTED  
 FB1759  ___________________________________________________________________
 FB1759  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1759  DYNAMIC HT  -         265.125 (meters)     869.83  (feet)  COMP
 FB1759  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FB1759
 FB1759  VERT ORDER  -  FIRST     CLASS II
 FB1759
 FB1759.The horizontal coordinates were scaled from a topographic map and have
 FB1759.an estimated accuracy of +/- 6 seconds.
 FB1759
 FB1759.The orthometric height was determined by differential leveling
 FB1759.and adjusted by the National Geodetic Survey in June 1991..
 FB1759
 FB1759.The geoid height was determined by GEOID03.
 FB1759
 FB1759.The dynamic height is computed by dividing the NAVD 88
 FB1759.geopotential number by the normal gravity value computed on the
 FB1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1759.degrees latitude (g = 980.6199 gals.).
 FB1759
 FB1759.The modeled gravity was interpolated from observed gravity values.
 FB1759
 FB1759;                    North         East    Units  Estimated Accuracy
 FB1759;SPC TN       -   168,670.      784,970.      MT  (+/- 180 meters Scaled)
 FB1759
 FB1759                          SUPERSEDED SURVEY CONTROL
 FB1759
 FB1759  NGVD 29 (12/12/91)  265.503  (m)          871.07   (f) ADJUSTED    1 2
 FB1759
 FB1759.Superseded values are not recommended for survey control.
 FB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1759.See file dsdata.txt to determine how the superseded data were derived.
 FB1759
 FB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV333697(NAD 83)
 FB1759_MARKER: DB = BENCH MARK DISK
 FB1759_SETTING: 66 = SET IN ROCK OUTCROP
 FB1759_SP_SET: ROCK CUT
 FB1759_STAMPING: 871.297 Q 10 1932
 FB1759_MARK LOGO: CGS   
 FB1759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1759+STABILITY: POSITION/ELEVATION WELL
 FB1759
 FB1759  HISTORY     - Date     Condition        Report By
 FB1759  HISTORY     - 1932     MONUMENTED       CGS
 FB1759  HISTORY     - 1959     GOOD             NGS
 FB1759  HISTORY     - 1983     GOOD             NGS
 FB1759
 FB1759                          STATION DESCRIPTION
 FB1759
 FB1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1759'AT ROCKFORD.
 FB1759'AT ROCKFORD, BLOUNT COUNTY, 0.3 MILE NORTH ALONG THE SOUTHERN
 FB1759'RAILWAY FROM THE STATION, 8 FEET EAST OF THE EAST RAIL, IN THE
 FB1759'FACE OF A ROCK CUT, AND ABOUT 3 FEET ABOVE THE GROUND.  A
 FB1759'STANDARD DISK, STAMPED 871.297 Q 10 1932 AND SET VERTICALLY.
 FB1759
 FB1759                          STATION RECOVERY (1983)
 FB1759
 FB1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1759'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN ROCKFORD,
 FB1759'0.5 KM (0.3 MI) NORTH ALONG THE SOUTHERN RAILROAD FROM THE CROSSING OF
 FB1759'SINGLETON ROAD TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE FACE OF
 FB1759'A ROCK CUT, 3.11 METERS (10.2 FT) EAST OF THE EAST RAIL.
 FB1759'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 FB1759'THE MARK IS 0.46 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1688 ***********************************************************************
 FE1688  DESIGNATION -  Q 10 53 12 BOLT
 FE1688  PID         -  FE1688
 FE1688  STATE/COUNTY-  TN/TIPTON
 FE1688  USGS QUAD   -  NODENA (1983)
 FE1688
 FE1688                         *CURRENT SURVEY CONTROL
 FE1688  ___________________________________________________________________
 FE1688* NAD 83(1986)-  35 30 54.     (N)    089 58 17.     (W)     SCALED    
 FE1688* NAVD 88     -        73.412  (meters)     240.85   (feet)  ADJUSTED  
 FE1688  ___________________________________________________________________
 FE1688  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1688  DYNAMIC HT  -          73.348 (meters)     240.64  (feet)  COMP
 FE1688  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FE1688
 FE1688  VERT ORDER  -  FIRST     CLASS II
 FE1688
 FE1688.The horizontal coordinates were scaled from a topographic map and have
 FE1688.an estimated accuracy of +/- 6 seconds.
 FE1688
 FE1688.The orthometric height was determined by differential leveling
 FE1688.and adjusted by the National Geodetic Survey in June 1991..
 FE1688
 FE1688.The geoid height was determined by GEOID03.
 FE1688
 FE1688.The dynamic height is computed by dividing the NAVD 88
 FE1688.geopotential number by the normal gravity value computed on the
 FE1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1688.degrees latitude (g = 980.6199 gals.).
 FE1688
 FE1688.The modeled gravity was interpolated from observed gravity values.
 FE1688
 FE1688;                    North         East    Units  Estimated Accuracy
 FE1688;SPC TN       -   138,410.      239,860.      MT  (+/- 180 meters Scaled)
 FE1688
 FE1688                          SUPERSEDED SURVEY CONTROL
 FE1688
 FE1688  NGVD 29 (??/??/??)   73.382  (m)          240.75   (f) ADJUSTED    1 2
 FE1688
 FE1688.Superseded values are not recommended for survey control.
 FE1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1688.See file dsdata.txt to determine how the superseded data were derived.
 FE1688
 FE1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE305342(NAD 83)
 FE1688_MARKER: B = BOLT
 FE1688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1688_STAMPING: Q 10 53 12
 FE1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1688
 FE1688  HISTORY     - Date     Condition        Report By
 FE1688  HISTORY     - UNK      MONUMENTED       DOD
 FE1688  HISTORY     - 1957     GOOD             CGS
 FE1688
 FE1688                          STATION DESCRIPTION
 FE1688
 FE1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1688'6.8 MI W FROM RANDOLPH.
 FE1688'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1688'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1688'ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59, THENCE 0.7
 FE1688'MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES NORTH-NORTHWEST
 FE1688'ALONG A GRAVEL ROAD, 15 FEET NORTH-NORTHWEST OF THE CENTER LINE
 FE1688'OF THE ROAD, 116 FEET NORTHEAST AND ACROSS THE ROAD FROM A FENCE
 FE1688'CORNER, 92 FEET WEST AND ACROSS THE ROAD FROM A LONE 48 INCH
 FE1688'PECAN TREE, 16 FEET SOUTH-SOUTHWEST OF A BLAZED LONE 44 INCH
 FE1688'PECAN TREE, 2 1/2 FEET NORTHWEST OF A FENCE LINE AND IN A PASTURE,
 FE1688'A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS
 FE1688'20 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1687 ***********************************************************************
 FE1687  DESIGNATION -  Q 10 53 12 CAP
 FE1687  PID         -  FE1687
 FE1687  STATE/COUNTY-  TN/TIPTON
 FE1687  USGS QUAD   -  NODENA (1983)
 FE1687
 FE1687                         *CURRENT SURVEY CONTROL
 FE1687  ___________________________________________________________________
 FE1687* NAD 83(1986)-  35 30 54.     (N)    089 58 17.     (W)     SCALED    
 FE1687* NAVD 88     -        74.632  (meters)     244.86   (feet)  ADJUSTED  
 FE1687  ___________________________________________________________________
 FE1687  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1687  DYNAMIC HT  -          74.567 (meters)     244.64  (feet)  COMP
 FE1687  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 FE1687
 FE1687  VERT ORDER  -  FIRST     CLASS II
 FE1687
 FE1687.The horizontal coordinates were scaled from a topographic map and have
 FE1687.an estimated accuracy of +/- 6 seconds.
 FE1687
 FE1687.The orthometric height was determined by differential leveling
 FE1687.and adjusted by the National Geodetic Survey in June 1991..
 FE1687
 FE1687.The geoid height was determined by GEOID03.
 FE1687
 FE1687.The dynamic height is computed by dividing the NAVD 88
 FE1687.geopotential number by the normal gravity value computed on the
 FE1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1687.degrees latitude (g = 980.6199 gals.).
 FE1687
 FE1687.The modeled gravity was interpolated from observed gravity values.
 FE1687
 FE1687;                    North         East    Units  Estimated Accuracy
 FE1687;SPC TN       -   138,410.      239,860.      MT  (+/- 180 meters Scaled)
 FE1687
 FE1687                          SUPERSEDED SURVEY CONTROL
 FE1687
 FE1687  NGVD 29 (??/??/??)   74.604  (m)          244.76   (f) ADJUSTED    1 2
 FE1687
 FE1687.Superseded values are not recommended for survey control.
 FE1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1687.See file dsdata.txt to determine how the superseded data were derived.
 FE1687
 FE1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE305342(NAD 83)
 FE1687_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1687_STAMPING: Q 10 53 12
 FE1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1687
 FE1687  HISTORY     - Date     Condition        Report By
 FE1687  HISTORY     - UNK      MONUMENTED       DOD
 FE1687  HISTORY     - 1957     GOOD             CGS
 FE1687  HISTORY     - 20020412 MARK NOT FOUND   USACE
 FE1687
 FE1687                          STATION DESCRIPTION
 FE1687
 FE1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1687'6.8 MI W FROM RANDOLPH.
 FE1687'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1687'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1687'ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59, THENCE 0.7
 FE1687'MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES NORTH-NORTHWEST
 FE1687'ALONG A GRAVEL ROAD, 15 FEET NORTH-NORTHWEST OF THE CENTER LINE
 FE1687'OF THE ROAD, 116 FEET NORTHEAST AND ACROSS THE ROAD FROM A FENCE
 FE1687'CORNER, 92 FEET WEST AND ACROSS THE ROAD FROM A LONE 48 INCH
 FE1687'PECAN TREE, 16 FEET SOUTH-SOUTHWEST OF A BLAZED LONE 44 INCH
 FE1687'PECAN TREE, 2 1/2 FEET NORTHWEST OF A FENCE LINE AND IN A PASTURE,
 FE1687'A USE PIPE AND CAP WHICH PROJECTS 20 INCHES ABOVE THE GROUND.
 FE1687
 FE1687                          STATION RECOVERY (2002)
 FE1687
 FE1687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0947 ***********************************************************************
 GA0947  DESIGNATION -  Q 100
 GA0947  PID         -  GA0947
 GA0947  STATE/COUNTY-  TN/WASHINGTON
 GA0947  USGS QUAD   -  LEESBURG (1971)
 GA0947
 GA0947                         *CURRENT SURVEY CONTROL
 GA0947  ___________________________________________________________________
 GA0947* NAD 83(1986)-  36 19 31.     (N)    082 33 46.     (W)     SCALED    
 GA0947* NAVD 88     -       469.751  (meters)    1541.17   (feet)  ADJUSTED  
 GA0947  ___________________________________________________________________
 GA0947  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0947  DYNAMIC HT  -         469.308 (meters)    1539.72  (feet)  COMP
 GA0947  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 GA0947
 GA0947  VERT ORDER  -  SECOND    CLASS 0
 GA0947
 GA0947.The horizontal coordinates were scaled from a topographic map and have
 GA0947.an estimated accuracy of +/- 6 seconds.
 GA0947
 GA0947.The orthometric height was determined by differential leveling
 GA0947.and adjusted by the National Geodetic Survey in June 1991..
 GA0947
 GA0947.The geoid height was determined by GEOID03.
 GA0947
 GA0947.The dynamic height is computed by dividing the NAVD 88
 GA0947.geopotential number by the normal gravity value computed on the
 GA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0947.degrees latitude (g = 980.6199 gals.).
 GA0947
 GA0947.The modeled gravity was interpolated from observed gravity values.
 GA0947
 GA0947;                    North         East    Units  Estimated Accuracy
 GA0947;SPC TN       -   226,430.      908,570.      MT  (+/- 180 meters Scaled)
 GA0947
 GA0947                          SUPERSEDED SURVEY CONTROL
 GA0947
 GA0947  NGVD 29 (??/??/92)  469.893  (m)         1541.64   (f) ADJ UNCH    2 0
 GA0947
 GA0947.Superseded values are not recommended for survey control.
 GA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0947.See file dsdata.txt to determine how the superseded data were derived.
 GA0947
 GA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA597211(NAD 83)
 GA0947_MARKER: DB = BENCH MARK DISK
 GA0947_SETTING: 66 = SET IN ROCK OUTCROP
 GA0947_SP_SET: ROCK LEDGE
 GA0947_STAMPING: Q 100 1935
 GA0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0947+STABILITY: POSITION/ELEVATION WELL
 GA0947
 GA0947  HISTORY     - Date     Condition        Report By
 GA0947  HISTORY     - 1935     MONUMENTED       CGS
 GA0947  HISTORY     - 1935     GOOD             NGS
 GA0947  HISTORY     - 1980     GOOD             NGS
 GA0947
 GA0947                          STATION DESCRIPTION
 GA0947
 GA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0947'2.2 MI NW FROM FAIRVIEW.
 GA0947'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0947'AT FAIRVIEW, WASHINGTON COUNTY, 90 FEET SOUTH OF THE CENTERLINE
 GA0947'OF THE HIGHWAY, 57 FEET NORTHEAST OF THE RESIDENCE OF W.H. SULVESTER,
 GA0947'75 FEET SOUTH OF A WIRE FENCE, 18 FEET NORTH OF A HEDGE, 18 FEET
 GA0947'EAST OF A GATE, IN THE TOP OF A ROCK LEDGE, AND 4 FEET LOWER THAN
 GA0947'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 100 1935.
 GA0947
 GA0947                          STATION RECOVERY (1980)
 GA0947
 GA0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0289 ***********************************************************************
 GA0289  DESIGNATION -  Q 101
 GA0289  PID         -  GA0289
 GA0289  STATE/COUNTY-  TN/SULLIVAN
 GA0289  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0289
 GA0289                         *CURRENT SURVEY CONTROL
 GA0289  ___________________________________________________________________
 GA0289* NAD 83(1986)-  36 30 40.     (N)    082 24 10.     (W)     SCALED    
 GA0289* NAVD 88     -       495.297  (meters)    1624.99   (feet)  ADJUSTED  
 GA0289  ___________________________________________________________________
 GA0289  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0289  DYNAMIC HT  -         494.841 (meters)    1623.49  (feet)  COMP
 GA0289  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA0289
 GA0289  VERT ORDER  -  SECOND    CLASS 0
 GA0289
 GA0289.The horizontal coordinates were scaled from a topographic map and have
 GA0289.an estimated accuracy of +/- 6 seconds.
 GA0289
 GA0289.The orthometric height was determined by differential leveling
 GA0289.and adjusted by the National Geodetic Survey in June 1991..
 GA0289
 GA0289.The geoid height was determined by GEOID03.
 GA0289
 GA0289.The dynamic height is computed by dividing the NAVD 88
 GA0289.geopotential number by the normal gravity value computed on the
 GA0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0289.degrees latitude (g = 980.6199 gals.).
 GA0289
 GA0289.The modeled gravity was interpolated from observed gravity values.
 GA0289
 GA0289;                    North         East    Units  Estimated Accuracy
 GA0289;SPC TN       -   247,550.      922,170.      MT  (+/- 180 meters Scaled)
 GA0289
 GA0289                          SUPERSEDED SURVEY CONTROL
 GA0289
 GA0289  NGVD 29 (??/??/92)  495.435  (m)         1625.44   (f) ADJ UNCH    2 0
 GA0289
 GA0289.Superseded values are not recommended for survey control.
 GA0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0289.See file dsdata.txt to determine how the superseded data were derived.
 GA0289
 GA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA743415(NAD 83)
 GA0289_MARKER: DB = BENCH MARK DISK
 GA0289_SETTING: 66 = SET IN ROCK OUTCROP
 GA0289_SP_SET: ROCK OUTCROP
 GA0289_STAMPING: Q 101 1935
 GA0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0289+STABILITY: POSITION/ELEVATION WELL
 GA0289
 GA0289  HISTORY     - Date     Condition        Report By
 GA0289  HISTORY     - 1935     MONUMENTED       CGS
 GA0289  HISTORY     - 1950     GOOD             NGS
 GA0289  HISTORY     - 1967     GOOD             NGS
 GA0289
 GA0289                          STATION DESCRIPTION
 GA0289
 GA0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0289'5.1 MI SE FROM INDIAN SPRINGS.
 GA0289'5.1 MILES SOUTHEAST ALONG THE HOLSTON ROAD FROM THE POST OFFICE AT
 GA0289'INDIAN SPRINGS, SULLIVAN COUNTY, 2.2 MILES NORTH OF HOLSTON, 35
 GA0289'YARDS NORTH OF THE SIMON SISENBY RESIDENCE, 20 YARDS WEST OF A
 GA0289'ROAD JUNCTION, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 GA0289'IN THE TOP OF A ROCK OUTCROP, AND 3 FEET HIGHER THAN THE ROAD.  A
 GA0289'STANDARD DISK, STAMPED Q 101 1935.
 GA0289
 GA0289                          STATION RECOVERY (1967)
 GA0289
 GA0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1245 ***********************************************************************
 FZ1245  DESIGNATION -  Q 103
 FZ1245  PID         -  FZ1245
 FZ1245  STATE/COUNTY-  TN/JOHNSON
 FZ1245  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1245
 FZ1245                         *CURRENT SURVEY CONTROL
 FZ1245  ___________________________________________________________________
 FZ1245* NAD 83(1986)-  36 30 17.     (N)    081 56 23.     (W)     SCALED    
 FZ1245* NAVD 88     -       849.407  (meters)    2786.76   (feet)  ADJUSTED  
 FZ1245  ___________________________________________________________________
 FZ1245  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1245  DYNAMIC HT  -         848.566 (meters)    2784.00  (feet)  COMP
 FZ1245  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 FZ1245
 FZ1245  VERT ORDER  -  SECOND    CLASS 0
 FZ1245
 FZ1245.The horizontal coordinates were scaled from a topographic map and have
 FZ1245.an estimated accuracy of +/- 6 seconds.
 FZ1245
 FZ1245.The orthometric height was determined by differential leveling
 FZ1245.and adjusted by the National Geodetic Survey in June 1991..
 FZ1245
 FZ1245.The geoid height was determined by GEOID03.
 FZ1245
 FZ1245.The dynamic height is computed by dividing the NAVD 88
 FZ1245.geopotential number by the normal gravity value computed on the
 FZ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1245.degrees latitude (g = 980.6199 gals.).
 FZ1245
 FZ1245.The modeled gravity was interpolated from observed gravity values.
 FZ1245
 FZ1245;                    North         East    Units  Estimated Accuracy
 FZ1245;SPC TN       -   248,460.      963,640.      MT  (+/- 180 meters Scaled)
 FZ1245
 FZ1245                          SUPERSEDED SURVEY CONTROL
 FZ1245
 FZ1245  NGVD 29 (??/??/92)  849.480  (m)         2787.00   (f) ADJ UNCH    2 0
 FZ1245
 FZ1245.Superseded values are not recommended for survey control.
 FZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1245.See file dsdata.txt to determine how the superseded data were derived.
 FZ1245
 FZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA158403(NAD 83)
 FZ1245_MARKER: DB = BENCH MARK DISK
 FZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1245_STAMPING: Q 103 1935
 FZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1245+STABILITY: SURFACE MOTION
 FZ1245
 FZ1245  HISTORY     - Date     Condition        Report By
 FZ1245  HISTORY     - 1935     MONUMENTED       CGS
 FZ1245
 FZ1245                          STATION DESCRIPTION
 FZ1245
 FZ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1245'1.2 MI SW FROM SHADY VALLEY.
 FZ1245'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ1245'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, 325 FEET
 FZ1245'NORTHWEST OF AN OLD ONE-STORY BUILDING, 225 FEET NORTH OF A 1-1/2
 FZ1245'STORY FARMHOUSE, AT THE SHADY FLATS SCHOOL, 55 YARDS WEST OF THE
 FZ1245'CENTERLINE OF THE HIGHWAY, 84 FEET NORTHEAST OF THE NORTHEAST
 FZ1245'CORNER OF THE SCHOOLHOUSE, 40 FEET EAST OF A 40-INCH THREE-PRONGED
 FZ1245'PINE TREE, 11.3 FEET WEST OF A 10-INCH PINE TREE, IN THE NORTH
 FZ1245'FENCE LINE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 FZ1245'DISK, STAMPED Q 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0993 ***********************************************************************
 FZ0993  DESIGNATION -  Q 103 X
 FZ0993  PID         -  FZ0993
 FZ0993  STATE/COUNTY-  TN/JOHNSON
 FZ0993  USGS QUAD   -  DOE (1969)
 FZ0993
 FZ0993                         *CURRENT SURVEY CONTROL
 FZ0993  ___________________________________________________________________
 FZ0993* NAD 83(1986)-  36 29 27.     (N)    081 56 43.     (W)     SCALED    
 FZ0993* NAVD 88     -       918.994  (meters)    3015.07   (feet)  ADJUSTED  
 FZ0993  ___________________________________________________________________
 FZ0993  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FZ0993  DYNAMIC HT  -         918.089 (meters)    3012.10  (feet)  COMP
 FZ0993  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 FZ0993
 FZ0993  VERT ORDER  -  SECOND    CLASS 0
 FZ0993
 FZ0993.The horizontal coordinates were scaled from a topographic map and have
 FZ0993.an estimated accuracy of +/- 6 seconds.
 FZ0993
 FZ0993.The orthometric height was determined by differential leveling
 FZ0993.and adjusted by the National Geodetic Survey in June 1991..
 FZ0993
 FZ0993.The geoid height was determined by GEOID03.
 FZ0993
 FZ0993.The dynamic height is computed by dividing the NAVD 88
 FZ0993.geopotential number by the normal gravity value computed on the
 FZ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0993.degrees latitude (g = 980.6199 gals.).
 FZ0993
 FZ0993.The modeled gravity was interpolated from observed gravity values.
 FZ0993
 FZ0993;                    North         East    Units  Estimated Accuracy
 FZ0993;SPC TN       -   246,900.      963,210.      MT  (+/- 180 meters Scaled)
 FZ0993
 FZ0993                          SUPERSEDED SURVEY CONTROL
 FZ0993
 FZ0993  NGVD 29 (??/??/92)  919.076  (m)         3015.34   (f) ADJ UNCH    2 0
 FZ0993
 FZ0993.Superseded values are not recommended for survey control.
 FZ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0993.See file dsdata.txt to determine how the superseded data were derived.
 FZ0993
 FZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA153388(NAD 83)
 FZ0993_MARKER: DB = BENCH MARK DISK
 FZ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0993_STAMPING: Q 103 X 1935
 FZ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0993+STABILITY: SURFACE MOTION
 FZ0993
 FZ0993  HISTORY     - Date     Condition        Report By
 FZ0993  HISTORY     - 1935     MONUMENTED       CGS
 FZ0993  HISTORY     - 1937     GOOD             TVA
 FZ0993
 FZ0993                          STATION DESCRIPTION
 FZ0993
 FZ0993'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0993'2.2 MI SW FROM SHADY VALLEY.
 FZ0993'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ0993'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, ON THE
 FZ0993'D.S. PRICE PROPERTY, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FZ0993'OF AN ORCHARD, 2 FEET EAST OF THE EAST CORNER OF AN OLD BARN,
 FZ0993'33.4 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FZ0993'3-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 FZ0993'Q 103 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0798 ***********************************************************************
 GA0798  DESIGNATION -  Q 105
 GA0798  PID         -  GA0798
 GA0798  STATE/COUNTY-  TN/SULLIVAN
 GA0798  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0798
 GA0798                         *CURRENT SURVEY CONTROL
 GA0798  ___________________________________________________________________
 GA0798* NAD 83(1986)-  36 26 50.     (N)    082 31 19.     (W)     SCALED    
 GA0798* NAVD 88     -       460.033  (meters)    1509.29   (feet)  ADJUSTED  
 GA0798  ___________________________________________________________________
 GA0798  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0798  DYNAMIC HT  -         459.606 (meters)    1507.89  (feet)  COMP
 GA0798  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0798
 GA0798  VERT ORDER  -  SECOND    CLASS 0
 GA0798
 GA0798.The horizontal coordinates were scaled from a topographic map and have
 GA0798.an estimated accuracy of +/- 6 seconds.
 GA0798
 GA0798.The orthometric height was determined by differential leveling
 GA0798.and adjusted by the National Geodetic Survey in June 1991..
 GA0798
 GA0798.The geoid height was determined by GEOID03.
 GA0798
 GA0798.The dynamic height is computed by dividing the NAVD 88
 GA0798.geopotential number by the normal gravity value computed on the
 GA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0798.degrees latitude (g = 980.6199 gals.).
 GA0798
 GA0798.The modeled gravity was interpolated from observed gravity values.
 GA0798
 GA0798;                    North         East    Units  Estimated Accuracy
 GA0798;SPC TN       -   240,080.      911,750.      MT  (+/- 180 meters Scaled)
 GA0798
 GA0798                          SUPERSEDED SURVEY CONTROL
 GA0798
 GA0798  NGVD 29 (??/??/92)  460.173  (m)         1509.75   (f) ADJ UNCH    2 0
 GA0798
 GA0798.Superseded values are not recommended for survey control.
 GA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0798.See file dsdata.txt to determine how the superseded data were derived.
 GA0798
 GA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA636346(NAD 83)
 GA0798_MARKER: DB = BENCH MARK DISK
 GA0798_SETTING: 66 = SET IN ROCK OUTCROP
 GA0798_SP_SET: ROCK OUTCROP
 GA0798_STAMPING: Q 105 1935
 GA0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0798+STABILITY: POSITION/ELEVATION WELL
 GA0798
 GA0798  HISTORY     - Date     Condition        Report By
 GA0798  HISTORY     - 1935     MONUMENTED       CGS
 GA0798  HISTORY     - 1961     GOOD             NGS
 GA0798
 GA0798                          STATION DESCRIPTION
 GA0798
 GA0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0798'1.6 MI W FROM FORDTOWN.
 GA0798'1.6 MILES WEST ALONG THE GREENEVILLE ROAD FROM THE CLINCHFIELD,
 GA0798'CAROLINA AND OHIO RAILWAY STATION AT FORDTOWN,
 GA0798'SULLIVAN COUNTY, 20 YARDS NORTHEAST OF THE CENTER OF A CROSSROADS,
 GA0798'AT THE W.P. MILLER PROPERTY, 20 YARDS EAST OF A 24-INCH ELM TREE,
 GA0798'11 YARDS NORTHEAST OF A FENCE CORNER, AND IN THE TOP OF A ROCK
 GA0798'OUTCROP.  A STANDARD DISK, STAMPED Q 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0936 ***********************************************************************
 GA0936  DESIGNATION -  Q 107
 GA0936  PID         -  GA0936
 GA0936  STATE/COUNTY-  TN/WASHINGTON
 GA0936  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0936
 GA0936                         *CURRENT SURVEY CONTROL
 GA0936  ___________________________________________________________________
 GA0936* NAD 83(1986)-  36 24 40.     (N)    082 37 11.     (W)     SCALED    
 GA0936* NAVD 88     -       482.794  (meters)    1583.97   (feet)  ADJUSTED  
 GA0936  ___________________________________________________________________
 GA0936  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0936  DYNAMIC HT  -         482.343 (meters)    1582.49  (feet)  COMP
 GA0936  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA0936
 GA0936  VERT ORDER  -  SECOND    CLASS 0
 GA0936
 GA0936.The horizontal coordinates were scaled from a topographic map and have
 GA0936.an estimated accuracy of +/- 6 seconds.
 GA0936
 GA0936.The orthometric height was determined by differential leveling
 GA0936.and adjusted by the National Geodetic Survey in June 1991..
 GA0936
 GA0936.The geoid height was determined by GEOID03.
 GA0936
 GA0936.The dynamic height is computed by dividing the NAVD 88
 GA0936.geopotential number by the normal gravity value computed on the
 GA0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0936.degrees latitude (g = 980.6199 gals.).
 GA0936
 GA0936.The modeled gravity was interpolated from observed gravity values.
 GA0936
 GA0936;                    North         East    Units  Estimated Accuracy
 GA0936;SPC TN       -   235,770.      903,130.      MT  (+/- 180 meters Scaled)
 GA0936
 GA0936                          SUPERSEDED SURVEY CONTROL
 GA0936
 GA0936  NGVD 29 (??/??/92)  482.931  (m)         1584.42   (f) ADJ UNCH    2 0
 GA0936
 GA0936.Superseded values are not recommended for survey control.
 GA0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0936.See file dsdata.txt to determine how the superseded data were derived.
 GA0936
 GA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA547307(NAD 83)
 GA0936_MARKER: DB = BENCH MARK DISK
 GA0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0936_SP_SET: BUILDING
 GA0936_STAMPING: Q 107 1935
 GA0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0936
 GA0936  HISTORY     - Date     Condition        Report By
 GA0936  HISTORY     - 1935     MONUMENTED       CGS
 GA0936  HISTORY     - 1961     GOOD             NGS
 GA0936  HISTORY     - 20010331 GOOD             NGS
 GA0936
 GA0936                          STATION DESCRIPTION
 GA0936
 GA0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0936'AT FALL BRANCH.
 GA0936'AT FALL BRANCH, WASHINGTON COUNTY, ON STATE HIGHWAY 81, IN THE
 GA0936'WEST FACE OF THE SCHOOL, 40 YARDS EAST OF THE CENTERLINE OF THE
 GA0936'HIGHWAY, 30 FEET SOUTH OF THE STEPS, 15 FEET EAST OF A WALK, AND
 GA0936'3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED Q 107 1935.
 GA0936
 GA0936                          STATION RECOVERY (2001)
 GA0936
 GA0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1403 ***********************************************************************
 GA1403  DESIGNATION -  Q 108
 GA1403  PID         -  GA1403
 GA1403  STATE/COUNTY-  TN/SULLIVAN
 GA1403  USGS QUAD   -  KINGSPORT (1991)
 GA1403
 GA1403                         *CURRENT SURVEY CONTROL
 GA1403  ___________________________________________________________________
 GA1403* NAD 83(1986)-  36 32 16.     (N)    082 30 00.     (W)     SCALED    
 GA1403* NAVD 88     -       415.725  (meters)    1363.92   (feet)  ADJUSTED  
 GA1403  ___________________________________________________________________
 GA1403  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1403  DYNAMIC HT  -         415.346 (meters)    1362.68  (feet)  COMP
 GA1403  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1403
 GA1403  VERT ORDER  -  SECOND    CLASS 0
 GA1403
 GA1403.The horizontal coordinates were scaled from a topographic map and have
 GA1403.an estimated accuracy of +/- 6 seconds.
 GA1403
 GA1403.The orthometric height was determined by differential leveling
 GA1403.and adjusted by the National Geodetic Survey in June 1991..
 GA1403
 GA1403.The geoid height was determined by GEOID03.
 GA1403
 GA1403.The dynamic height is computed by dividing the NAVD 88
 GA1403.geopotential number by the normal gravity value computed on the
 GA1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1403.degrees latitude (g = 980.6199 gals.).
 GA1403
 GA1403.The modeled gravity was interpolated from observed gravity values.
 GA1403
 GA1403;                    North         East    Units  Estimated Accuracy
 GA1403;SPC TN       -   250,190.      913,360.      MT  (+/- 180 meters Scaled)
 GA1403
 GA1403                          SUPERSEDED SURVEY CONTROL
 GA1403
 GA1403  NGVD 29 (??/??/92)  415.860  (m)         1364.37   (f) ADJ UNCH    2 0
 GA1403
 GA1403.Superseded values are not recommended for survey control.
 GA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1403.See file dsdata.txt to determine how the superseded data were derived.
 GA1403
 GA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA657446(NAD 83)
 GA1403_MARKER: DB = BENCH MARK DISK
 GA1403_SETTING: 66 = SET IN ROCK OUTCROP
 GA1403_SP_SET: ROCK OUTCROP
 GA1403_STAMPING: Q 108 1935
 GA1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1403+STABILITY: POSITION/ELEVATION WELL
 GA1403
 GA1403  HISTORY     - Date     Condition        Report By
 GA1403  HISTORY     - 1935     MONUMENTED       CGS
 GA1403
 GA1403                          STATION DESCRIPTION
 GA1403
 GA1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1403'2.9 MI S FROM ORE BANK.
 GA1403'2.9 MILES SOUTH ALONG A ROAD LEADING TO U.S. HIGHWAY 11 W FROM
 GA1403'THE SCHOOL AT ORE BANK, SULLIVAN COUNTY, 0.1 MILE SOUTH OF MRS.
 GA1403'ANNA L MITCHEL RESIDENCE, 50 YARDS NORTH OF A WOODEN BRIDGE,
 GA1403'52.4 FEET WEST OF THE CENTERLINE OF THE ROAD, 31.2 FEET WEST OF A
 GA1403'RAIL FENCE, 15 YARDS EAST OF A 16-INCH WALNUT TREE, IN THE TOP
 GA1403'OF A ROCK OUTCROP, AND LEVEL WITH THE ROAD.  A STANDARD DISK
 GA1403'STAMPED Q 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0216 ***********************************************************************
 GA0216  DESIGNATION -  Q 109
 GA0216  PID         -  GA0216
 GA0216  STATE/COUNTY-  TN/SULLIVAN
 GA0216  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0216
 GA0216                         *CURRENT SURVEY CONTROL
 GA0216  ___________________________________________________________________
 GA0216* NAD 83(1986)-  36 33 59.     (N)    082 18 43.     (W)     SCALED    
 GA0216* NAVD 88     -       535.061  (meters)    1755.45   (feet)  ADJUSTED  
 GA0216  ___________________________________________________________________
 GA0216  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0216  DYNAMIC HT  -         534.566 (meters)    1753.82  (feet)  COMP
 GA0216  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 GA0216
 GA0216  VERT ORDER  -  SECOND    CLASS 0
 GA0216
 GA0216.The horizontal coordinates were scaled from a topographic map and have
 GA0216.an estimated accuracy of +/- 6 seconds.
 GA0216
 GA0216.The orthometric height was determined by differential leveling
 GA0216.and adjusted by the National Geodetic Survey in June 1991..
 GA0216
 GA0216.The geoid height was determined by GEOID03.
 GA0216
 GA0216.The dynamic height is computed by dividing the NAVD 88
 GA0216.geopotential number by the normal gravity value computed on the
 GA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0216.degrees latitude (g = 980.6199 gals.).
 GA0216
 GA0216.The modeled gravity was interpolated from observed gravity values.
 GA0216
 GA0216;                    North         East    Units  Estimated Accuracy
 GA0216;SPC TN       -   253,980.      930,070.      MT  (+/- 180 meters Scaled)
 GA0216
 GA0216                          SUPERSEDED SURVEY CONTROL
 GA0216
 GA0216  NGVD 29 (??/??/92)  535.205  (m)         1755.92   (f) ADJ UNCH    2 0
 GA0216
 GA0216.Superseded values are not recommended for survey control.
 GA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0216.See file dsdata.txt to determine how the superseded data were derived.
 GA0216
 GA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA826475(NAD 83)
 GA0216_MARKER: DB = BENCH MARK DISK
 GA0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0216_SP_SET: BUILDING
 GA0216_STAMPING: Q 109 1935
 GA0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0216
 GA0216  HISTORY     - Date     Condition        Report By
 GA0216  HISTORY     - 1935     MONUMENTED       CGS
 GA0216  HISTORY     - 1959     POOR             TVA
 GA0216
 GA0216                          STATION DESCRIPTION
 GA0216
 GA0216'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0216'1.7 MI NE FROM BLOUNTVILLE.
 GA0216'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 W FROM THE COURTHOUSE,
 GA0216'AT BLOUNTVILLE, SULLIVAN COUNTY, THENCE 2.1 MILES NORTHWEST ALONG
 GA0216'THE SULLIVAN COUNTY POORHOUSE FARM ROAD, ON THE CROSSROAD BETWEEN
 GA0216'THE ISLAND ROAD AND THE REEDY CREEK ROAD, AT THE OSCAR CROSS LOG
 GA0216'CABIN, IN LINE WITH THE EAST FACE OF THE CABIN, 12 FEET NORTH OF
 GA0216'THE CENTERLINE OF THE ROAD, IN THE FACE OF A ROCK OUTCROP, AND 3
 GA0216'FEET ABOVE THE ROAD.  A STANDARD DISK, STAMPED Q 109 1935 AND SET
 GA0216'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0389 ***********************************************************************
 GA0389  DESIGNATION -  Q 11
 GA0389  PID         -  GA0389
 GA0389  STATE/COUNTY-  TN/SULLIVAN
 GA0389  USGS QUAD   -  BLUFF CITY (1968)
 GA0389
 GA0389                         *CURRENT SURVEY CONTROL
 GA0389  ___________________________________________________________________
 GA0389* NAD 83(1986)-  36 28 32.     (N)    082 15 35.     (W)     SCALED    
 GA0389* NAVD 88     -       431.964  (meters)    1417.20   (feet)  ADJUSTED  
 GA0389  ___________________________________________________________________
 GA0389  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0389  DYNAMIC HT  -         431.565 (meters)    1415.89  (feet)  COMP
 GA0389  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA0389
 GA0389  VERT ORDER  -  FIRST     CLASS II
 GA0389
 GA0389.The horizontal coordinates were scaled from a topographic map and have
 GA0389.an estimated accuracy of +/- 6 seconds.
 GA0389
 GA0389.The orthometric height was determined by differential leveling
 GA0389.and adjusted by the National Geodetic Survey in June 1991..
 GA0389
 GA0389.The geoid height was determined by GEOID03.
 GA0389
 GA0389.The dynamic height is computed by dividing the NAVD 88
 GA0389.geopotential number by the normal gravity value computed on the
 GA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0389.degrees latitude (g = 980.6199 gals.).
 GA0389
 GA0389.The modeled gravity was interpolated from observed gravity values.
 GA0389
 GA0389;                    North         East    Units  Estimated Accuracy
 GA0389;SPC TN       -   244,090.      935,120.      MT  (+/- 180 meters Scaled)
 GA0389
 GA0389                          SUPERSEDED SURVEY CONTROL
 GA0389
 GA0389  NGVD 29 (??/??/92)  432.118  (m)         1417.71   (f) ADJ UNCH    1 2
 GA0389
 GA0389.Superseded values are not recommended for survey control.
 GA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0389.See file dsdata.txt to determine how the superseded data were derived.
 GA0389
 GA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871374(NAD 83)
 GA0389_MARKER: DB = BENCH MARK DISK
 GA0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0389_SP_SET: ABUTMENT
 GA0389_STAMPING: 1417.904 Q 11 1933
 GA0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0389
 GA0389  HISTORY     - Date     Condition        Report By
 GA0389  HISTORY     - 1933     MONUMENTED       TVA
 GA0389  HISTORY     - 1960     GOOD             NGS
 GA0389
 GA0389                          STATION DESCRIPTION
 GA0389
 GA0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GA0389'AT BLUFF CITY.
 GA0389'AT BLUFF CITY, SULLIVAN COUNTY, 1,800 FEET EAST ALONG THE SOUTHERN
 GA0389'RAILWAY FROM THE STATION, AT CONCRETE UNDERPASS 10.8 A, IN THE TOP
 GA0389'OF THE SOUTH END OF THE BRIDGE SEAT OF THE EAST ABUTMENT, 5 FEET
 GA0389'SOUTH OF THE SOUTH RAIL, AND 3-1/2 FEET LOWER THAN THE RAIL.  A
 GA0389'STANDARD DISK, STAMPED 1417.904 Q 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1008 ***********************************************************************
 FZ1008  DESIGNATION -  Q 110
 FZ1008  PID         -  FZ1008
 FZ1008  STATE/COUNTY-  TN/JOHNSON
 FZ1008  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1008
 FZ1008                         *CURRENT SURVEY CONTROL
 FZ1008  ___________________________________________________________________
 FZ1008* NAD 83(1986)-  36 30 02.     (N)    081 53 50.     (W)     SCALED    
 FZ1008* NAVD 88     -      1102.969  (meters)    3618.66   (feet)  ADJUSTED  
 FZ1008  ___________________________________________________________________
 FZ1008  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1008  DYNAMIC HT  -        1101.894 (meters)    3615.13  (feet)  COMP
 FZ1008  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 FZ1008
 FZ1008  VERT ORDER  -  SECOND    CLASS 0
 FZ1008
 FZ1008.The horizontal coordinates were scaled from a topographic map and have
 FZ1008.an estimated accuracy of +/- 6 seconds.
 FZ1008
 FZ1008.The orthometric height was determined by differential leveling
 FZ1008.and adjusted by the National Geodetic Survey in June 1991..
 FZ1008
 FZ1008.The geoid height was determined by GEOID03.
 FZ1008
 FZ1008.The dynamic height is computed by dividing the NAVD 88
 FZ1008.geopotential number by the normal gravity value computed on the
 FZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1008.degrees latitude (g = 980.6199 gals.).
 FZ1008
 FZ1008.The modeled gravity was interpolated from observed gravity values.
 FZ1008
 FZ1008;                    North         East    Units  Estimated Accuracy
 FZ1008;SPC TN       -   248,160.      967,470.      MT  (+/- 180 meters Scaled)
 FZ1008
 FZ1008                          SUPERSEDED SURVEY CONTROL
 FZ1008
 FZ1008  NGVD 29 (??/??/92) 1103.059  (m)         3618.95   (f) ADJ UNCH    2 0
 FZ1008
 FZ1008.Superseded values are not recommended for survey control.
 FZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1008.See file dsdata.txt to determine how the superseded data were derived.
 FZ1008
 FZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA196398(NAD 83)
 FZ1008_MARKER: DB = BENCH MARK DISK
 FZ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1008_STAMPING: Q 110 1935
 FZ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1008+STABILITY: SURFACE MOTION
 FZ1008
 FZ1008  HISTORY     - Date     Condition        Report By
 FZ1008  HISTORY     - 1935     MONUMENTED       CGS
 FZ1008
 FZ1008                          STATION DESCRIPTION
 FZ1008
 FZ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1008'3 MI SE FROM SHADY VALLEY.
 FZ1008'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1008'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 1.0 MILE WEST
 FZ1008'OF A MOUNTAIN TOP, AT AN S-CURVE, 30-1/2 FEET SOUTHEAST OF THE
 FZ1008'CENTERLINE OF THE HIGHWAY, 32.6 FEET NORTHWEST OF THE EDGE OF
 FZ1008'THE WOODS, AT A PATH LEADING EAST INTO THE WOODS, AND 2 FEET HIGHER
 FZ1008'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 110 1935 AND SET
 FZ1008'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1249 ***********************************************************************
 FZ1249  DESIGNATION -  Q 110 X
 FZ1249  PID         -  FZ1249
 FZ1249  STATE/COUNTY-  TN/JOHNSON
 FZ1249  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1249
 FZ1249                         *CURRENT SURVEY CONTROL
 FZ1249  ___________________________________________________________________
 FZ1249* NAD 83(1986)-  36 30 59.     (N)    081 55 25.     (W)     SCALED    
 FZ1249* NAVD 88     -       870.468  (meters)    2855.86   (feet)  ADJUSTED  
 FZ1249  ___________________________________________________________________
 FZ1249  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1249  DYNAMIC HT  -         869.613 (meters)    2853.06  (feet)  COMP
 FZ1249  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 FZ1249
 FZ1249  VERT ORDER  -  SECOND    CLASS 0
 FZ1249
 FZ1249.The horizontal coordinates were scaled from a topographic map and have
 FZ1249.an estimated accuracy of +/- 6 seconds.
 FZ1249
 FZ1249.The orthometric height was determined by differential leveling
 FZ1249.and adjusted by the National Geodetic Survey in June 1991..
 FZ1249
 FZ1249.The geoid height was determined by GEOID03.
 FZ1249
 FZ1249.The dynamic height is computed by dividing the NAVD 88
 FZ1249.geopotential number by the normal gravity value computed on the
 FZ1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1249.degrees latitude (g = 980.6199 gals.).
 FZ1249
 FZ1249.The modeled gravity was interpolated from observed gravity values.
 FZ1249
 FZ1249;                    North         East    Units  Estimated Accuracy
 FZ1249;SPC TN       -   249,820.      965,030.      MT  (+/- 180 meters Scaled)
 FZ1249
 FZ1249                          SUPERSEDED SURVEY CONTROL
 FZ1249
 FZ1249  NGVD 29 (??/??/92)  870.547  (m)         2856.12   (f) ADJ UNCH    2 0
 FZ1249
 FZ1249.Superseded values are not recommended for survey control.
 FZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1249.See file dsdata.txt to determine how the superseded data were derived.
 FZ1249
 FZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA173416(NAD 83)
 FZ1249_MARKER: DB = BENCH MARK DISK
 FZ1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1249_STAMPING: Q 110 X 1935
 FZ1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1249+STABILITY: SURFACE MOTION
 FZ1249
 FZ1249  HISTORY     - Date     Condition        Report By
 FZ1249  HISTORY     - UNK      MONUMENTED       CGS
 FZ1249  HISTORY     - 1935     GOOD             NGS
 FZ1249
 FZ1249                          STATION DESCRIPTION
 FZ1249
 FZ1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ1249'0.3 MI SE FROM SHADY VALLEY.
 FZ1249'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1249'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 0.2 MILE
 FZ1249'NORTHWEST OF A ONE-STORY FARMHOUSE, 300 FEET NORTH OF A 36-INCH
 FZ1249'WHITE OAK TREE AT A FENCE CORNER IN THE DRAW, 100 FEET SOUTHWEST
 FZ1249'OF A 36-INCH HOLLOW MAPLE TREE IN A PASTURE, 65 FEET SOUTH OF A
 FZ1249'GATE, 33.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.5
 FZ1249'FEET SOUTH OF A FENCE CORNER, 2.5 FEET SOUTHEAST OF A RAIL
 FZ1249'FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FZ1249'STAMPED Q 110 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1014 ***********************************************************************
 FZ1014  DESIGNATION -  Q 111
 FZ1014  PID         -  FZ1014
 FZ1014  STATE/COUNTY-  TN/JOHNSON
 FZ1014  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1014
 FZ1014                         *CURRENT SURVEY CONTROL
 FZ1014  ___________________________________________________________________
 FZ1014* NAD 83(1986)-  36 22 37.     (N)    081 51 48.     (W)     SCALED    
 FZ1014* NAVD 88     -       678.77   (+/-2cm)    2226.9    (feet)  VERTCON   
 FZ1014  ___________________________________________________________________
 FZ1014  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FZ1014
 FZ1014  VERT ORDER  -  ? (See Below)
 FZ1014
 FZ1014.The horizontal coordinates were scaled from a topographic map and have
 FZ1014.an estimated accuracy of +/- 6 seconds.
 FZ1014
 FZ1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1014.The vertical order pertains to the NGVD 29 superseded value.
 FZ1014
 FZ1014.The geoid height was determined by GEOID03.
 FZ1014
 FZ1014;                    North         East    Units  Estimated Accuracy
 FZ1014;SPC TN       -   234,580.      971,080.      MT  (+/- 180 meters Scaled)
 FZ1014
 FZ1014                          SUPERSEDED SURVEY CONTROL
 FZ1014
 FZ1014  NGVD 29 (??/??/92)  678.853  (m)         2227.20   (f) ADJ UNCH    ?  
 FZ1014
 FZ1014.Superseded values are not recommended for survey control.
 FZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1014.See file dsdata.txt to determine how the superseded data were derived.
 FZ1014
 FZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA225261(NAD 83)
 FZ1014_MARKER: DB = BENCH MARK DISK
 FZ1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1014_STAMPING: Q 111 1935
 FZ1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1014+STABILITY: SURFACE MOTION
 FZ1014
 FZ1014  HISTORY     - Date     Condition        Report By
 FZ1014  HISTORY     - 1935     MONUMENTED       CGS
 FZ1014  HISTORY     - 1937     GOOD             TVA
 FZ1014
 FZ1014                          STATION DESCRIPTION
 FZ1014
 FZ1014'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1014'1.2 MI S FROM NEVA.
 FZ1014'1.2 MILES SOUTH ALONG THE LOCUST GAP COUNTY ROAD FROM NEVA, JOHNSON
 FZ1014'COUNTY, AT THE JUNCTION OF THE DUGGER BRIDGE ROAD, 250 FEET SOUTH
 FZ1014'OF A TWO-STORY FARMHOUSE, 200 FEET WEST OF A LARGE BARN, 100 FEET
 FZ1014'SOUTHWEST OF A POWERLINE POLE AT THE ROAD FORK, 39.2 FEET NORTHWEST
 FZ1014'OF AN 8-INCH BUCKEYE TREE, 20 FEET NORTH OF A LOG BRIDGE, AND
 FZ1014'BETWEEN THE ROAD AND THE CREEK.  A STANDARD DISK, STAMPED Q 111
 FZ1014'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1007 ***********************************************************************
 GA1007  DESIGNATION -  Q 112
 GA1007  PID         -  GA1007
 GA1007  STATE/COUNTY-  TN/UNICOI
 GA1007  USGS QUAD   -  FLAG POND (1939)
 GA1007
 GA1007                         *CURRENT SURVEY CONTROL
 GA1007  ___________________________________________________________________
 GA1007* NAD 83(1986)-  36 03 21.     (N)    082 30 12.     (W)     SCALED    
 GA1007* NAVD 88     -       595.09   (+/-2cm)    1952.4    (feet)  VERTCON   
 GA1007  ___________________________________________________________________
 GA1007  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA1007
 GA1007  VERT ORDER  -  ? (See Below)
 GA1007
 GA1007.The horizontal coordinates were scaled from a topographic map and have
 GA1007.an estimated accuracy of +/- 6 seconds.
 GA1007
 GA1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1007.The vertical order pertains to the NGVD 29 superseded value.
 GA1007
 GA1007.The geoid height was determined by GEOID03.
 GA1007
 GA1007;                    North         East    Units  Estimated Accuracy
 GA1007;SPC TN       -   196,740.      914,970.      MT  (+/- 180 meters Scaled)
 GA1007
 GA1007                          SUPERSEDED SURVEY CONTROL
 GA1007
 GA1007  NGVD 29 (??/??/92)  595.208  (m)         1952.78   (f) ADJ UNCH    ?  
 GA1007
 GA1007.Superseded values are not recommended for survey control.
 GA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1007.See file dsdata.txt to determine how the superseded data were derived.
 GA1007
 GA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV645911(NAD 83)
 GA1007_MARKER: DB = BENCH MARK DISK
 GA1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1007_STAMPING: Q 112 1935
 GA1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1007+STABILITY: SURFACE MOTION
 GA1007
 GA1007  HISTORY     - Date     Condition        Report By
 GA1007  HISTORY     - 1935     MONUMENTED       CGS
 GA1007  HISTORY     - 1955     GOOD             NGS
 GA1007
 GA1007                          STATION DESCRIPTION
 GA1007
 GA1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1007'1.1 MI S FROM ERNESTVILLE.
 GA1007'1.1 MILES SOUTH ALONG U.S. HIGHWAY 19 W FROM ERNESTVILLE, UNICOI
 GA1007'COUNTY, 400 FEET NORTH OF THE JUNCTION OF THE COFFEE RIDGE ROAD,
 GA1007'135 FEET WEST OF SPIVEY CREEK, 32 FEET SOUTHWEST OF THE CONCRETE
 GA1007'HEADWALL OF A PIPE CULVERT, 17 FEET WEST OF THE HIGHWAY, 7 FEET
 GA1007'EAST OF A WIRE FENCE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 GA1007'STANDARD DISK, STAMPED Q 112 1935 AND SET IN THE TOP OF A CONCRETE
 GA1007'POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1899 ***********************************************************************
 GA1899  DESIGNATION -  Q 113
 GA1899  PID         -  GA1899
 GA1899  STATE/COUNTY-  TN/HAMBLEN
 GA1899  USGS QUAD   -  SPRINGVALE (1980)
 GA1899
 GA1899                         *CURRENT SURVEY CONTROL
 GA1899  ___________________________________________________________________
 GA1899* NAD 83(1986)-  36 13 00.     (N)    083 11 12.     (W)     SCALED    
 GA1899* NAVD 88     -       378.563  (meters)    1242.00   (feet)  ADJUSTED  
 GA1899  ___________________________________________________________________
 GA1899  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1899  DYNAMIC HT  -         378.217 (meters)    1240.87  (feet)  COMP
 GA1899  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA1899
 GA1899  VERT ORDER  -  SECOND    CLASS 0
 GA1899
 GA1899.The horizontal coordinates were scaled from a topographic map and have
 GA1899.an estimated accuracy of +/- 6 seconds.
 GA1899
 GA1899.The orthometric height was determined by differential leveling
 GA1899.and adjusted by the National Geodetic Survey in June 1991..
 GA1899
 GA1899.The geoid height was determined by GEOID03.
 GA1899
 GA1899.The dynamic height is computed by dividing the NAVD 88
 GA1899.geopotential number by the normal gravity value computed on the
 GA1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1899.degrees latitude (g = 980.6199 gals.).
 GA1899
 GA1899.The modeled gravity was interpolated from observed gravity values.
 GA1899
 GA1899;                    North         East    Units  Estimated Accuracy
 GA1899;SPC TN       -   212,590.      852,920.      MT  (+/- 180 meters Scaled)
 GA1899
 GA1899                          SUPERSEDED SURVEY CONTROL
 GA1899
 GA1899  NGVD 29 (??/??/92)  378.708  (m)         1242.48   (f) ADJ UNCH    2 0
 GA1899
 GA1899.Superseded values are not recommended for survey control.
 GA1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1899.See file dsdata.txt to determine how the superseded data were derived.
 GA1899
 GA1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA034101(NAD 83)
 GA1899_MARKER: DB = BENCH MARK DISK
 GA1899_SETTING: 66 = SET IN ROCK OUTCROP
 GA1899_SP_SET: ROCK OUTCROP
 GA1899_STAMPING: Q 113 1935
 GA1899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1899+STABILITY: POSITION/ELEVATION WELL
 GA1899
 GA1899  HISTORY     - Date     Condition        Report By
 GA1899  HISTORY     - 1935     MONUMENTED       CGS
 GA1899
 GA1899                          STATION DESCRIPTION
 GA1899
 GA1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1899'1.1 MI SW FROM RUSSELLVILLE.
 GA1899'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM RUSSELLVILLE,
 GA1899'THENCE 3.1 MILES SOUTHEAST ALONG THE CHEEK CROSS ROADS-BEULAH
 GA1899'ROAD, 1.0 MILE NORTHWEST OF THE STATE FISH HATCHERY AND THE
 GA1899'JUNCTION OF THE MORRISTOWN HIGHWAY, 0.1 MILE NORTH OF THE W.E.
 GA1899'HAUN RESIDENCE, 25.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GA1899'30 YARDS NORTHWEST ACROSS THE ROAD FROM A GATE, 46.4 FEET
 GA1899'SOUTHWEST OF A 30-INCH OAK TREE, 15 FEET WEST OF A FENCE LINE,
 GA1899'IN THE TOP OF A ROCK OUTCROP, 6 INCHES WEST OF THE NORTHEAST
 GA1899'EDGE, AND 2 FEET LOWER THAN THE ROAD, AND 16.6 FEET W-NW OF
 GA1899'A STEEL WITNESS POST.  A STANDARD DISK, STAMPED Q 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0904 ***********************************************************************
 GA0904  DESIGNATION -  Q 114
 GA0904  PID         -  GA0904
 GA0904  STATE/COUNTY-  TN/GREENE
 GA0904  USGS QUAD   -  CEDAR CREEK (1980)
 GA0904
 GA0904                         *CURRENT SURVEY CONTROL
 GA0904  ___________________________________________________________________
 GA0904* NAD 83(1986)-  36 03 53.     (N)    082 57 54.     (W)     SCALED    
 GA0904* NAVD 88     -       362.933  (meters)    1190.72   (feet)  POSTED    
 GA0904  ___________________________________________________________________
 GA0904  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0904  DYNAMIC HT  -         362.590 (meters)    1189.60  (feet)  COMP
 GA0904  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0904
 GA0904  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA0904
 GA0904.The horizontal coordinates were scaled from a topographic map and have
 GA0904.an estimated accuracy of +/- 6 seconds.
 GA0904
 GA0904.The orthometric height was determined by differential leveling
 GA0904.and adjusted by the National Geodetic Survey in 1992..
 GA0904.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA0904.rate greater than 8.0 mm/km.
 GA0904
 GA0904.The geoid height was determined by GEOID03.
 GA0904
 GA0904.The dynamic height is computed by dividing the NAVD 88
 GA0904.geopotential number by the normal gravity value computed on the
 GA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0904.degrees latitude (g = 980.6199 gals.).
 GA0904
 GA0904.The modeled gravity was interpolated from observed gravity values.
 GA0904
 GA0904;                    North         East    Units  Estimated Accuracy
 GA0904;SPC TN       -   196,340.      873,370.      MT  (+/- 180 meters Scaled)
 GA0904
 GA0904                          SUPERSEDED SURVEY CONTROL
 GA0904
 GA0904  NGVD 29 (??/??/92)  363.086  (m)         1191.22   (f) ADJ UNCH    2 0
 GA0904
 GA0904.Superseded values are not recommended for survey control.
 GA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0904.See file dsdata.txt to determine how the superseded data were derived.
 GA0904
 GA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV230929(NAD 83)
 GA0904_MARKER: DB = BENCH MARK DISK
 GA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0904_STAMPING: Q 114 1935
 GA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0904+STABILITY: SURFACE MOTION
 GA0904
 GA0904  HISTORY     - Date     Condition        Report By
 GA0904  HISTORY     - 1935     MONUMENTED       CGS
 GA0904  HISTORY     - 1950     GOOD             TVA
 GA0904
 GA0904                          STATION DESCRIPTION
 GA0904
 GA0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0904'1.7 MI NE FROM CANEY BRANCH.
 GA0904'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 GA0904'CANEY BRANCH, GREENE COUNTY, 0.2 MILE SOUTHWEST OF A STEEL BRIDGE
 GA0904'OVER NOLICHUCKY RIVER, AT THE JUNCTION OF THE ST. JAMES ROAD,
 GA0904'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET SOUTHWEST
 GA0904'OF THE CENTERLINE OF THE ROAD, 28.7 FEET NORTHEAST OF THE NORTHEAST
 GA0904'END OF A CONCRETE BRIDGE 2 FEET HIGHER THAN THE HIGHWAY AND 1.3
 GA0904'FEET NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED Q
 GA0904'114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0904
 GA0904                          STATION RECOVERY (1950)
 GA0904
 GA0904'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0694 ***********************************************************************
 GA0694  DESIGNATION -  Q 115
 GA0694  PID         -  GA0694
 GA0694  STATE/COUNTY-  TN/GREENE
 GA0694  USGS QUAD   -  CHUCKEY (1971)
 GA0694
 GA0694                         *CURRENT SURVEY CONTROL
 GA0694  ___________________________________________________________________
 GA0694* NAD 83(1986)-  36 07 37.     (N)    082 40 17.     (W)     SCALED    
 GA0694* NAVD 88     -       496.398  (meters)    1628.60   (feet)  ADJUSTED  
 GA0694  ___________________________________________________________________
 GA0694  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0694  DYNAMIC HT  -         495.918 (meters)    1627.02  (feet)  COMP
 GA0694  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 GA0694
 GA0694  VERT ORDER  -  SECOND    CLASS 0
 GA0694
 GA0694.The horizontal coordinates were scaled from a topographic map and have
 GA0694.an estimated accuracy of +/- 6 seconds.
 GA0694
 GA0694.The orthometric height was determined by differential leveling
 GA0694.and adjusted by the National Geodetic Survey in June 1991..
 GA0694
 GA0694.The geoid height was determined by GEOID03.
 GA0694
 GA0694.The dynamic height is computed by dividing the NAVD 88
 GA0694.geopotential number by the normal gravity value computed on the
 GA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0694.degrees latitude (g = 980.6199 gals.).
 GA0694
 GA0694.The modeled gravity was interpolated from observed gravity values.
 GA0694
 GA0694;                    North         East    Units  Estimated Accuracy
 GA0694;SPC TN       -   204,100.      899,570.      MT  (+/- 180 meters Scaled)
 GA0694
 GA0694                          SUPERSEDED SURVEY CONTROL
 GA0694
 GA0694  NGVD 29 (??/??/92)  496.524  (m)         1629.01   (f) ADJ UNCH    2 0
 GA0694
 GA0694.Superseded values are not recommended for survey control.
 GA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0694.See file dsdata.txt to determine how the superseded data were derived.
 GA0694
 GA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV495993(NAD 83)
 GA0694_MARKER: DB = BENCH MARK DISK
 GA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0694_STAMPING: Q 115 1935
 GA0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0694+STABILITY: SURFACE MOTION
 GA0694
 GA0694  HISTORY     - Date     Condition        Report By
 GA0694  HISTORY     - 1935     MONUMENTED       CGS
 GA0694  HISTORY     - 1955     GOOD             NGS
 GA0694
 GA0694                          STATION DESCRIPTION
 GA0694
 GA0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0694'2.1 MI W FROM PLEASANT HILL.
 GA0694'2.1 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 GA0694'PLEASANT HILL, GREENE COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF
 GA0694'AN EAST AND WEST ROAD, 0.5 MILE SOUTHWEST OF THE J.C. PRATHER
 GA0694'RESIDENCE, ON THE TOP OF A HILL, AT THE GREEN RIDGE CHURCH, 9
 GA0694'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 33 FEET WEST
 GA0694'OF THE CENTERLINE OF THE ROAD, AND 1.2 FEET WEST OF THE EAST FACE
 GA0694'OF THE CHURCH.  A STANDARD DISK, STAMPED Q 115 1935 AND SET IN
 GA0694'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0523 ***********************************************************************
 GA0523  DESIGNATION -  Q 116
 GA0523  PID         -  GA0523
 GA0523  STATE/COUNTY-  TN/SULLIVAN
 GA0523  USGS QUAD   -  BLUFF CITY (1968)
 GA0523
 GA0523                         *CURRENT SURVEY CONTROL
 GA0523  ___________________________________________________________________
 GA0523* NAD 83(1986)-  36 26 42.     (N)    082 19 55.     (W)     SCALED    
 GA0523* NAVD 88     -       471.459  (meters)    1546.78   (feet)  ADJUSTED  
 GA0523  ___________________________________________________________________
 GA0523  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0523  DYNAMIC HT  -         471.023 (meters)    1545.35  (feet)  COMP
 GA0523  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0523
 GA0523  VERT ORDER  -  SECOND    CLASS 0
 GA0523
 GA0523.The horizontal coordinates were scaled from a topographic map and have
 GA0523.an estimated accuracy of +/- 6 seconds.
 GA0523
 GA0523.The orthometric height was determined by differential leveling
 GA0523.and adjusted by the National Geodetic Survey in June 1991..
 GA0523
 GA0523.The geoid height was determined by GEOID03.
 GA0523
 GA0523.The dynamic height is computed by dividing the NAVD 88
 GA0523.geopotential number by the normal gravity value computed on the
 GA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0523.degrees latitude (g = 980.6199 gals.).
 GA0523
 GA0523.The modeled gravity was interpolated from observed gravity values.
 GA0523
 GA0523;                    North         East    Units  Estimated Accuracy
 GA0523;SPC TN       -   240,460.      928,780.      MT  (+/- 180 meters Scaled)
 GA0523
 GA0523                          SUPERSEDED SURVEY CONTROL
 GA0523
 GA0523  NGVD 29 (??/??/92)  471.611  (m)         1547.28   (f) ADJ UNCH    2 0
 GA0523
 GA0523.Superseded values are not recommended for survey control.
 GA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0523.See file dsdata.txt to determine how the superseded data were derived.
 GA0523
 GA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA806341(NAD 83)
 GA0523_MARKER: DB = BENCH MARK DISK
 GA0523_SETTING: 66 = SET IN ROCK OUTCROP
 GA0523_SP_SET: SET IN ROCK OUTCROP
 GA0523_STAMPING: Q 116 1935
 GA0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0523+STABILITY: POSITION/ELEVATION WELL
 GA0523
 GA0523  HISTORY     - Date     Condition        Report By
 GA0523  HISTORY     - 1935     MONUMENTED       CGS
 GA0523
 GA0523                          STATION DESCRIPTION
 GA0523
 GA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0523'4.3 MI W FROM BLUFF CITY.
 GA0523'4.3 MILES WEST ALONG THE WEAVERS CREEK ROAD FROM THE SOUTHERN
 GA0523'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, 0.1 MILE EAST OF
 GA0523'THE JUNCTION OF THE JOHNSON CITY ROAD, 20 FEET SOUTH OF THE
 GA0523'CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A WIRE FENCE, IN THE TOP
 GA0523'OF A ROCK OUTCROP, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 GA0523'DISK, STAMPED Q 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1017 ***********************************************************************
 GA1017  DESIGNATION -  Q 117
 GA1017  PID         -  GA1017
 GA1017  STATE/COUNTY-  TN/GREENE
 GA1017  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1017
 GA1017                         *CURRENT SURVEY CONTROL
 GA1017  ___________________________________________________________________
 GA1017* NAD 83(1986)-  36 04 16.     (N)    082 50 16.     (W)     SCALED    
 GA1017* NAVD 88     -       414.053  (meters)    1358.44   (feet)  ADJUSTED  
 GA1017  ___________________________________________________________________
 GA1017  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1017  DYNAMIC HT  -         413.655 (meters)    1357.13  (feet)  COMP
 GA1017  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 GA1017
 GA1017  VERT ORDER  -  SECOND    CLASS 0
 GA1017
 GA1017.The horizontal coordinates were scaled from a topographic map and have
 GA1017.an estimated accuracy of +/- 6 seconds.
 GA1017
 GA1017.The orthometric height was determined by differential leveling
 GA1017.and adjusted by the National Geodetic Survey in June 1991..
 GA1017
 GA1017.The geoid height was determined by GEOID03.
 GA1017
 GA1017.The dynamic height is computed by dividing the NAVD 88
 GA1017.geopotential number by the normal gravity value computed on the
 GA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1017.degrees latitude (g = 980.6199 gals.).
 GA1017
 GA1017.The modeled gravity was interpolated from observed gravity values.
 GA1017
 GA1017;                    North         East    Units  Estimated Accuracy
 GA1017;SPC TN       -   197,410.      884,800.      MT  (+/- 180 meters Scaled)
 GA1017
 GA1017                          SUPERSEDED SURVEY CONTROL
 GA1017
 GA1017  NGVD 29 (??/??/92)  414.170  (m)         1358.82   (f) ADJ UNCH    2 0
 GA1017
 GA1017.Superseded values are not recommended for survey control.
 GA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1017.See file dsdata.txt to determine how the superseded data were derived.
 GA1017
 GA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV345933(NAD 83)
 GA1017_MARKER: DB = BENCH MARK DISK
 GA1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1017_STAMPING: Q 117 1935
 GA1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1017+STABILITY: SURFACE MOTION
 GA1017
 GA1017  HISTORY     - Date     Condition        Report By
 GA1017  HISTORY     - 1935     MONUMENTED       CGS
 GA1017  HISTORY     - 1950     GOOD             TVA
 GA1017
 GA1017                          STATION DESCRIPTION
 GA1017
 GA1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1017'1.2 MI SW FROM DAVY CROCKETT LAKE.
 GA1017'1.2 MILES SOUTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1017'THE SOUTH END OF BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE
 GA1017'COUNTY, 32 FEET WEST OF THE CENTER OF THE JUNCTION OF A COUNTY
 GA1017'ROAD, 11 YARDS WEST OF THE CENTERLINE OF THE OLD ROAD, AT THE
 GA1017'J.A. SEATON RESIDENCE, 27 YARDS WEST OF THE SOUTHWEST CORNER OF
 GA1017'THE HOUSE, 2 FEET NORTHEAST OF A FENCE LINE, AND 2 FEET HIGHER
 GA1017'THAN THE ROAD, 61 FEET NORTHWEST OF POWER POLE 3 AND 1 FOOT
 GA1017'SOUTHWEST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED Q 117
 GA1017'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1017
 GA1017                          STATION RECOVERY (1950)
 GA1017
 GA1017'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1960 ***********************************************************************
 GA1960  DESIGNATION -  Q 118
 GA1960  PID         -  GA1960
 GA1960  STATE/COUNTY-  TN/COCKE
 GA1960  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1960
 GA1960                         *CURRENT SURVEY CONTROL
 GA1960  ___________________________________________________________________
 GA1960* NAD 83(1986)-  36 00 39.     (N)    083 04 31.     (W)     SCALED    
 GA1960* NAVD 88     -       371.12   (+/-2cm)    1217.6    (feet)  VERTCON   
 GA1960  ___________________________________________________________________
 GA1960  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1960
 GA1960  VERT ORDER  -  ? (See Below)
 GA1960
 GA1960.The horizontal coordinates were scaled from a topographic map and have
 GA1960.an estimated accuracy of +/- 6 seconds.
 GA1960
 GA1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1960.The vertical order pertains to the NGVD 29 superseded value.
 GA1960
 GA1960.The geoid height was determined by GEOID03.
 GA1960
 GA1960;                    North         East    Units  Estimated Accuracy
 GA1960;SPC TN       -   190,060.      863,620.      MT  (+/- 180 meters Scaled)
 GA1960
 GA1960                          SUPERSEDED SURVEY CONTROL
 GA1960
 GA1960  NGVD 29 (??/??/92)  371.272  (m)         1218.08   (f) ADJ UNCH    ?  
 GA1960
 GA1960.Superseded values are not recommended for survey control.
 GA1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1960.See file dsdata.txt to determine how the superseded data were derived.
 GA1960
 GA1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV129871(NAD 83)
 GA1960_MARKER: DB = BENCH MARK DISK
 GA1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1960+STABILITY: SURFACE MOTION
 GA1960
 GA1960  HISTORY     - Date     Condition        Report By
 GA1960  HISTORY     - UNK      MONUMENTED       CGS
 GA1960  HISTORY     - 1937     GOOD             TVA
 GA1960
 GA1960                          STATION DESCRIPTION
 GA1960
 GA1960'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1960'8 MI NE FROM NEWPORT.
 GA1960'8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, 1 MILE
 GA1960'EAST OF PARROTTSVILLE, ON THE D.Q. BASINGER PROPERTY, 225 FEET
 GA1960'SOUTHWEST OF THE HOUSE, 81.2 FEET SOUTH-SOUTHWEST OF A 24 IN OAK
 GA1960'TREE, 77.5 FEET NORTHEAST OF POWER POLE, 80 FEET NORTHEAST OF
 GA1960'JUNCTION OF HIGHWAY AND ROAD SOUTH, 23 FEET NORTHWEST OF CENTERLINE
 GA1960'OF HIGHWAY, 15-1/2 FEET NORTHWEST OF FENCE CORNER, 16-1/2 FEET
 GA1960'NORTHEAST OF A STEEL WITNESS POST.  A STANDARD DISK SET IN THE TOP
 GA1960'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1953 ***********************************************************************
 GA1953  DESIGNATION -  Q 119
 GA1953  PID         -  GA1953
 GA1953  STATE/COUNTY-  TN/COCKE
 GA1953  USGS QUAD   -  RANKIN (1980)
 GA1953
 GA1953                         *CURRENT SURVEY CONTROL
 GA1953  ___________________________________________________________________
 GA1953* NAD 83(1986)-  36 05 22.     (N)    083 11 07.     (W)     SCALED    
 GA1953* NAVD 88     -       338.249  (meters)    1109.74   (feet)  ADJUSTED  
 GA1953  ___________________________________________________________________
 GA1953  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1953  DYNAMIC HT  -         337.934 (meters)    1108.71  (feet)  COMP
 GA1953  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA1953
 GA1953  VERT ORDER  -  SECOND    CLASS 0
 GA1953
 GA1953.The horizontal coordinates were scaled from a topographic map and have
 GA1953.an estimated accuracy of +/- 6 seconds.
 GA1953
 GA1953.The orthometric height was determined by differential leveling
 GA1953.and adjusted by the National Geodetic Survey in June 1991..
 GA1953
 GA1953.The geoid height was determined by GEOID03.
 GA1953
 GA1953.The dynamic height is computed by dividing the NAVD 88
 GA1953.geopotential number by the normal gravity value computed on the
 GA1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1953.degrees latitude (g = 980.6199 gals.).
 GA1953
 GA1953.The modeled gravity was interpolated from observed gravity values.
 GA1953
 GA1953;                    North         East    Units  Estimated Accuracy
 GA1953;SPC TN       -   198,490.      853,450.      MT  (+/- 180 meters Scaled)
 GA1953
 GA1953                          SUPERSEDED SURVEY CONTROL
 GA1953
 GA1953  NGVD 29 (??/??/92)  338.399  (m)         1110.23   (f) ADJ UNCH    2 0
 GA1953
 GA1953.Superseded values are not recommended for survey control.
 GA1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1953.See file dsdata.txt to determine how the superseded data were derived.
 GA1953
 GA1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV032960(NAD 83)
 GA1953_MARKER: DB = BENCH MARK DISK
 GA1953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1953_SP_SET: CULVERT
 GA1953_STAMPING: Q 119 1935
 GA1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1953
 GA1953  HISTORY     - Date     Condition        Report By
 GA1953  HISTORY     - 1935     MONUMENTED       CGS
 GA1953  HISTORY     - 1971     GOOD             TNDT
 GA1953
 GA1953                          STATION DESCRIPTION
 GA1953
 GA1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1953'5.3 MI NE FROM RANKIN.
 GA1953'5.3 MILES NORTHEAST ALONG A ROAD LEADING TO U.S. HIGHWAY 25 E
 GA1953'FROM THE POST OFFICE AT RANKIN, 30 FEET SOUTHEAST OF A SMALL
 GA1953'POPLAR TREE, 20 FEET WEST OF A 10-INCH BEECH TREE, AT A CULVERT,
 GA1953'IN THE NORTHEAST CORNER OF THE HEADWALL, 10.2 FEET NORTH OF
 GA1953'THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD,
 GA1953'27 FEET SOUTHWEST OF A 8 IN BEECH TREE, 28 FEET SOUTHEAST OF A
 GA1953'6 IN POPLAR TREE AND 14 FEET WEST-SOUTHWEST OF A STEEL WITNESS
 GA1953'POST.  A STANDARD DISK, STAMPED Q 119 1935.
 GA1953
 GA1953                          STATION RECOVERY (1971)
 GA1953
 GA1953'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1953'HWY 25 E NOW SR 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0699 ***********************************************************************
 FB0699  DESIGNATION -  Q 121
 FB0699  PID         -  FB0699
 FB0699  STATE/COUNTY-  TN/COCKE
 FB0699  USGS QUAD   -  PAINT ROCK (1991)
 FB0699
 FB0699                         *CURRENT SURVEY CONTROL
 FB0699  ___________________________________________________________________
 FB0699* NAD 83(1986)-  35 56 36.     (N)    082 53 58.     (W)     SCALED    
 FB0699* NAVD 88     -       382.008  (meters)    1253.30   (feet)  ADJUSTED  
 FB0699  ___________________________________________________________________
 FB0699  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB0699  DYNAMIC HT  -         381.636 (meters)    1252.08  (feet)  COMP
 FB0699  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FB0699
 FB0699  VERT ORDER  -  FIRST     CLASS I
 FB0699
 FB0699.The horizontal coordinates were scaled from a topographic map and have
 FB0699.an estimated accuracy of +/- 6 seconds.
 FB0699
 FB0699.The orthometric height was determined by differential leveling
 FB0699.and adjusted by the National Geodetic Survey in June 1991..
 FB0699
 FB0699.The geoid height was determined by GEOID03.
 FB0699
 FB0699.The dynamic height is computed by dividing the NAVD 88
 FB0699.geopotential number by the normal gravity value computed on the
 FB0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0699.degrees latitude (g = 980.6199 gals.).
 FB0699
 FB0699.The modeled gravity was interpolated from observed gravity values.
 FB0699
 FB0699;                    North         East    Units  Estimated Accuracy
 FB0699;SPC TN       -   183,060.      879,700.      MT  (+/- 180 meters Scaled)
 FB0699
 FB0699                          SUPERSEDED SURVEY CONTROL
 FB0699
 FB0699  NGVD 29 (??/??/92)  382.157  (m)         1253.79   (f) ADJ UNCH    1 1
 FB0699
 FB0699.Superseded values are not recommended for survey control.
 FB0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0699.See file dsdata.txt to determine how the superseded data were derived.
 FB0699
 FB0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV286793(NAD 83)
 FB0699_MARKER: DB = BENCH MARK DISK
 FB0699_SETTING: 80 = SET IN A BOULDER
 FB0699_SP_SET: BOULDER
 FB0699_STAMPING: Q 121 1935
 FB0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0699+STABILITY: SURFACE MOTION
 FB0699
 FB0699  HISTORY     - Date     Condition        Report By
 FB0699  HISTORY     - 1935     MONUMENTED       CGS
 FB0699  HISTORY     - 1967     GOOD             NGS
 FB0699
 FB0699                          STATION DESCRIPTION
 FB0699
 FB0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0699'1 MI NW FROM PAINT ROCK NC.
 FB0699'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0699'RAILROAD FROM THE RAILROAD BRIDGE OVER GRASS CREEK AT PAINT ROCK,
 FB0699'NORTH CAROLINA 0.35 MILE NORTHWEST OF MILEPOST 185, 7 1/2 FEET
 FB0699'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 40 FEET SOUTHWEST
 FB0699'AND ACROSS THE TRACK FROM A NORTH CAROLINA-TENNESSEE BOUNDARY LINE
 FB0699'MARKER POST, SET IN THE TOP OF A 1- X 4- FOOT BOULDER WHICH
 FB0699'PROJECTS 2 INCHES, 18 FEET EAST OF THE EAST END OF A PIPE, AND
 FB0699'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1314 ***********************************************************************
 FB1314  DESIGNATION -  Q 122
 FB1314  PID         -  FB1314
 FB1314  STATE/COUNTY-  TN/COCKE
 FB1314  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1314
 FB1314                         *CURRENT SURVEY CONTROL
 FB1314  ___________________________________________________________________
 FB1314* NAD 83(1986)-  35 55 06.     (N)    083 04 58.     (W)     SCALED    
 FB1314* NAVD 88     -       646.89   (+/-2cm)    2122.3    (feet)  VERTCON   
 FB1314  ___________________________________________________________________
 FB1314  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1314
 FB1314  VERT ORDER  -  ? (See Below)
 FB1314
 FB1314.The horizontal coordinates were scaled from a topographic map and have
 FB1314.an estimated accuracy of +/- 6 seconds.
 FB1314
 FB1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1314.The vertical order pertains to the NGVD 29 superseded value.
 FB1314
 FB1314.The geoid height was determined by GEOID03.
 FB1314
 FB1314;                    North         East    Units  Estimated Accuracy
 FB1314;SPC TN       -   179,780.      863,250.      MT  (+/- 180 meters Scaled)
 FB1314
 FB1314                          SUPERSEDED SURVEY CONTROL
 FB1314
 FB1314  NGVD 29 (??/??/92)  647.035  (m)         2122.81   (f) ADJ UNCH    ?  
 FB1314
 FB1314.Superseded values are not recommended for survey control.
 FB1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1314.See file dsdata.txt to determine how the superseded data were derived.
 FB1314
 FB1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV120768(NAD 83)
 FB1314_MARKER: DB = BENCH MARK DISK
 FB1314_SETTING: 66 = SET IN ROCK OUTCROP
 FB1314_SP_SET: ROCK OUTCROP
 FB1314_STAMPING: Q 122 1935
 FB1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1314+STABILITY: POSITION/ELEVATION WELL
 FB1314
 FB1314  HISTORY     - Date     Condition        Report By
 FB1314  HISTORY     - 1935     MONUMENTED       CGS
 FB1314  HISTORY     - 1949     GOOD             NGS
 FB1314
 FB1314                          STATION DESCRIPTION
 FB1314
 FB1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1314'2 MI S FROM WEST MYERS.
 FB1314'2.0 MILES SOUTH ALONG PIGEONROOST TRAIL AND FLAT BRANCH TRAIL
 FB1314'FROM WEST MYERS, COCKE COUNTY, AT THE TOP OF STONE MOUNTAIN, IN
 FB1314'A SADDLE, 84.9 FEET SOUTHWEST OF A 3-INCH PIPE WITH A CAP IN
 FB1314'THE TOP, 45 FEET SOUTHEAST OF THE HIGHEST POINT IN THE PATH, 32
 FB1314'FEET NORTHWEST OF THE TRAIL, 14.5 FEET NORTHWEST OF A 10-INCH
 FB1314'PINE TREE MARKED WITH NAIL AND BOTTLE CAP, 15.9 FEET NORTHEAST
 FB1314'OF A 3-INCH PIPE WITH CAP IN THE TOP, 10.7 FEET NORTHWEST OF A
 FB1314'7-INCH HICKORY TREE MARKED WITH NAIL AND BOTTLE CAP, 3.8 FEET
 FB1314'SOUTHWEST OF A 10-INCH LOCUST TREE MARKED WITH NAIL AND BOTTLE CAP
 FB1314'3.7 FEET NORTHEAST OF A STEEL POST WITH A CONTROL MARKER SIGN,
 FB1314'AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED Q 122
 FB1314'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0447 ***********************************************************************
 GA0447  DESIGNATION -  Q 123
 GA0447  PID         -  GA0447
 GA0447  STATE/COUNTY-  TN/CARTER
 GA0447  USGS QUAD   -  ELIZABETHTON (1968)
 GA0447
 GA0447                         *CURRENT SURVEY CONTROL
 GA0447  ___________________________________________________________________
 GA0447* NAD 83(1986)-  36 17 50.     (N)    082 08 13.     (W)     SCALED    
 GA0447* NAVD 88     -       620.696  (meters)    2036.40   (feet)  ADJUSTED  
 GA0447  ___________________________________________________________________
 GA0447  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0447  DYNAMIC HT  -         620.086 (meters)    2034.40  (feet)  COMP
 GA0447  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 GA0447
 GA0447  VERT ORDER  -  SECOND    CLASS 0
 GA0447
 GA0447.The horizontal coordinates were scaled from a topographic map and have
 GA0447.an estimated accuracy of +/- 6 seconds.
 GA0447
 GA0447.The orthometric height was determined by differential leveling
 GA0447.and adjusted by the National Geodetic Survey in June 1991..
 GA0447
 GA0447.The geoid height was determined by GEOID03.
 GA0447
 GA0447.The dynamic height is computed by dividing the NAVD 88
 GA0447.geopotential number by the normal gravity value computed on the
 GA0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0447.degrees latitude (g = 980.6199 gals.).
 GA0447
 GA0447.The modeled gravity was interpolated from observed gravity values.
 GA0447
 GA0447;                    North         East    Units  Estimated Accuracy
 GA0447;SPC TN       -   224,740.      946,900.      MT  (+/- 180 meters Scaled)
 GA0447
 GA0447                          SUPERSEDED SURVEY CONTROL
 GA0447
 GA0447  NGVD 29 (??/??/92)  620.824  (m)         2036.82   (f) ADJ UNCH    2 0
 GA0447
 GA0447.Superseded values are not recommended for survey control.
 GA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0447.See file dsdata.txt to determine how the superseded data were derived.
 GA0447
 GA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA979175(NAD 83)
 GA0447_MARKER: DB = BENCH MARK DISK
 GA0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0447_SP_SET: CULVERT
 GA0447_STAMPING: Q 123 1935
 GA0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0447
 GA0447  HISTORY     - Date     Condition        Report By
 GA0447  HISTORY     - 1935     MONUMENTED       CGS
 GA0447
 GA0447                          STATION DESCRIPTION
 GA0447
 GA0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0447'2.6 MI NE FROM HAMPTON.
 GA0447'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 67 FROM THE SOUTHERN
 GA0447'RAILWAY STATION AT HAMPTON, CARTER COUNTY, AT THE ISABELL CARDEN
 GA0447'RESIDENCE, 10 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 GA0447'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END, 16 FEET
 GA0447'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES LOWER
 GA0447'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0939 ***********************************************************************
 FB0939  DESIGNATION -  Q 125
 FB0939  PID         -  FB0939
 FB0939  STATE/COUNTY-  TN/COCKE
 FB0939  USGS QUAD   -  LEMON GAP (1976)
 FB0939
 FB0939                         *CURRENT SURVEY CONTROL
 FB0939  ___________________________________________________________________
 FB0939* NAD 83(1986)-  35 51 57.     (N)    082 59 04.     (W)     SCALED    
 FB0939* NAVD 88     -       539.11   (+/-2cm)    1768.7    (feet)  VERTCON   
 FB0939  ___________________________________________________________________
 FB0939  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB0939
 FB0939  VERT ORDER  -  ? (See Below)
 FB0939
 FB0939.The horizontal coordinates were scaled from a topographic map and have
 FB0939.an estimated accuracy of +/- 6 seconds.
 FB0939
 FB0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0939.The vertical order pertains to the NGVD 29 superseded value.
 FB0939
 FB0939.The geoid height was determined by GEOID03.
 FB0939
 FB0939;                    North         East    Units  Estimated Accuracy
 FB0939;SPC TN       -   174,230.      872,300.      MT  (+/- 180 meters Scaled)
 FB0939
 FB0939                          SUPERSEDED SURVEY CONTROL
 FB0939
 FB0939  NGVD 29 (??/??/92)  539.234  (m)         1769.14   (f) ADJ UNCH    ?  
 FB0939
 FB0939.Superseded values are not recommended for survey control.
 FB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0939.See file dsdata.txt to determine how the superseded data were derived.
 FB0939
 FB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV208708(NAD 83)
 FB0939_MARKER: DB = BENCH MARK DISK
 FB0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0939_STAMPING: Q 125 1935
 FB0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0939+STABILITY: SURFACE MOTION
 FB0939
 FB0939  HISTORY     - Date     Condition        Report By
 FB0939  HISTORY     - 1935     MONUMENTED       CGS
 FB0939  HISTORY     - 1955     GOOD             NGS
 FB0939
 FB0939                          STATION DESCRIPTION
 FB0939
 FB0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0939'6 MI E FROM DEL RIO.
 FB0939'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0939'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE 2.9
 FB0939'MILES SOUTHEAST ALONG THE JONESTOWN ROAD, AND THENCE 0.3 MILE
 FB0939'EAST ALONG THE ROUND MOUNTAIN ROAD, 200 FEET EAST OF AN 11-INCH
 FB0939'OAK TREE WITH BM PAINTED ON IT, AT THE MIDDLE OF A CURVE IN THE
 FB0939'ROAD, 18.7 FEET WEST OF A 3-INCH PERSIMMON TREE, 7.3 FEET SOUTH
 FB0939'OF A 3-INCH HICKORY TREE, 6 FEET NORTH OF THE ROAD, AND 3 FEET
 FB0939'NORTH OF A WIRE FENCE.  A STANDARD DISK, STAMPED Q 125 1935 AND
 FB0939'SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT
 FB0939'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0780 ***********************************************************************
 GD0780  DESIGNATION -  Q 13
 GD0780  PID         -  GD0780
 GD0780  STATE/COUNTY-  TN/OBION
 GD0780  USGS QUAD   -  OBION (1983)
 GD0780
 GD0780                         *CURRENT SURVEY CONTROL
 GD0780  ___________________________________________________________________
 GD0780* NAD 83(1986)-  36 20 33.     (N)    089 09 44.     (W)     SCALED    
 GD0780* NAVD 88     -       109.409  (meters)     358.95   (feet)  ADJUSTED  
 GD0780  ___________________________________________________________________
 GD0780  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0780  DYNAMIC HT  -         109.320 (meters)     358.66  (feet)  COMP
 GD0780  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 GD0780
 GD0780  VERT ORDER  -  SECOND    CLASS 0
 GD0780
 GD0780.The horizontal coordinates were scaled from a topographic map and have
 GD0780.an estimated accuracy of +/- 6 seconds.
 GD0780
 GD0780.The orthometric height was determined by differential leveling
 GD0780.and adjusted by the National Geodetic Survey in June 1991..
 GD0780
 GD0780.The geoid height was determined by GEOID03.
 GD0780
 GD0780.The dynamic height is computed by dividing the NAVD 88
 GD0780.geopotential number by the normal gravity value computed on the
 GD0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0780.degrees latitude (g = 980.6199 gals.).
 GD0780
 GD0780.The modeled gravity was interpolated from observed gravity values.
 GD0780
 GD0780;                    North         East    Units  Estimated Accuracy
 GD0780;SPC TN       -   227,510.      316,170.      MT  (+/- 180 meters Scaled)
 GD0780
 GD0780                          SUPERSEDED SURVEY CONTROL
 GD0780
 GD0780  NGVD 29 (??/??/??)  109.380  (m)          358.86   (f) ADJUSTED    2 0
 GD0780
 GD0780.Superseded values are not recommended for survey control.
 GD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0780.See file dsdata.txt to determine how the superseded data were derived.
 GD0780
 GD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF059241(NAD 83)
 GD0780_MARKER: DB = BENCH MARK DISK
 GD0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0780_SP_SET: BRIDGE
 GD0780_STAMPING: Q 13 1935
 GD0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0780
 GD0780  HISTORY     - Date     Condition        Report By
 GD0780  HISTORY     - 1935     MONUMENTED       CGS
 GD0780  HISTORY     - 1967     GOOD             CGS
 GD0780  HISTORY     - 20020729 POOR             USACE
 GD0780
 GD0780                          STATION DESCRIPTION
 GD0780
 GD0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0780'AT TROY.
 GD0780'THE MARK IS ABOUT 0.3 OF A MILE NORTH ALONG U.S. HIGHWAY 51 FROM
 GD0780'THE JUNCTION OF OLD U.S. HIGHWAY 51 AND STATE ROUTE 21 AT THE
 GD0780'SOUTHEAST CORNER OF THE PUBLIC SQUARE IN TROY.  IT IS A STANDARD
 GD0780'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR
 GD0780'THE RAILING ALONG THE EAST SIDE OF AND AT THE NORTH END OF A
 GD0780'CONCRETE BRIDGE.  IT IS ABOUT LEVEL WITH THE EXISTING ROADWAY
 GD0780'AND THE DISK IS STAMPED Q 13 1935.
 GD0780
 GD0780                          STATION RECOVERY (2002)
 GD0780
 GD0780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0780'BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0074 ***********************************************************************
 FC0074  DESIGNATION -  Q 130
 FC0074  PID         -  FC0074
 FC0074  STATE/COUNTY-  TN/LOUDON
 FC0074  USGS QUAD   -  CONCORD (1984)
 FC0074
 FC0074                         *CURRENT SURVEY CONTROL
 FC0074  ___________________________________________________________________
 FC0074* NAD 83(1986)-  35 48 31.     (N)    084 14 08.     (W)     SCALED    
 FC0074* NAVD 88     -       241.737  (meters)     793.10   (feet)  ADJUSTED  
 FC0074  ___________________________________________________________________
 FC0074  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0074  DYNAMIC HT  -         241.507 (meters)     792.34  (feet)  COMP
 FC0074  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 FC0074
 FC0074  VERT ORDER  -  FIRST     CLASS I
 FC0074
 FC0074.The horizontal coordinates were scaled from a topographic map and have
 FC0074.an estimated accuracy of +/- 6 seconds.
 FC0074
 FC0074.The orthometric height was determined by differential leveling
 FC0074.and adjusted by the National Geodetic Survey in June 1991..
 FC0074
 FC0074.The geoid height was determined by GEOID03.
 FC0074
 FC0074.The dynamic height is computed by dividing the NAVD 88
 FC0074.geopotential number by the normal gravity value computed on the
 FC0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0074.degrees latitude (g = 980.6199 gals.).
 FC0074
 FC0074.The modeled gravity was interpolated from observed gravity values.
 FC0074
 FC0074;                    North         East    Units  Estimated Accuracy
 FC0074;SPC TN       -   165,120.      759,460.      MT  (+/- 180 meters Scaled)
 FC0074
 FC0074                          SUPERSEDED SURVEY CONTROL
 FC0074
 FC0074  NGVD 29 (??/??/92)  241.847  (m)          793.46   (f) ADJ UNCH    1 1
 FC0074
 FC0074.Superseded values are not recommended for survey control.
 FC0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0074.See file dsdata.txt to determine how the superseded data were derived.
 FC0074
 FC0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE497662(NAD 83)
 FC0074_MARKER: DB = BENCH MARK DISK
 FC0074_SETTING: 66 = SET IN ROCK OUTCROP
 FC0074_SP_SET: OUTCROP
 FC0074_STAMPING: Q 130 1936
 FC0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0074+STABILITY: POSITION/ELEVATION WELL
 FC0074
 FC0074  HISTORY     - Date     Condition        Report By
 FC0074  HISTORY     - 1936     MONUMENTED       CGS
 FC0074  HISTORY     - 1968     GOOD             NGS
 FC0074
 FC0074                          STATION DESCRIPTION
 FC0074
 FC0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0074'2.2 MI NE FROM LENOIR CITY.
 FC0074'ABOUT 2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0074'STATION AT LENOIR CITY, ABOUT 0.15 MILE NORTHEAST OF MILEPOST
 FC0074'152, 56 FEET EAST OF THE CENTER OF A BLACKTOP ROAD CROSSING, IN
 FC0074'A BRUSH THICKET, SET IN THE TOP OF A ROCK THAT THE EXPOSED PART
 FC0074'IS ABOUT 6 FEET LONG BY 4 FEET WIDE AND IS PART OF A ROCK OUTCROP,
 FC0074'52 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36 1/2 FEET NORTHEAST
 FC0074'OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF A 14-INCH WALNUT
 FC0074'TREE, 1.5 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 2 FEET
 FC0074'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0611 ***********************************************************************
 GB0611  DESIGNATION -  Q 131
 GB0611  PID         -  GB0611
 GB0611  STATE/COUNTY-  TN/CAMPBELL
 GB0611  USGS QUAD   -  LA FOLLETTE (1990)
 GB0611
 GB0611                         *CURRENT SURVEY CONTROL
 GB0611  ___________________________________________________________________
 GB0611* NAD 83(1986)-  36 24 08.     (N)    084 04 29.     (W)     SCALED    
 GB0611* NAVD 88     -       337.752  (meters)    1108.11   (feet)  ADJUSTED  
 GB0611  ___________________________________________________________________
 GB0611  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GB0611  DYNAMIC HT  -         337.447 (meters)    1107.11  (feet)  COMP
 GB0611  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 GB0611
 GB0611  VERT ORDER  -  SECOND    CLASS 0
 GB0611
 GB0611.The horizontal coordinates were scaled from a topographic map and have
 GB0611.an estimated accuracy of +/- 6 seconds.
 GB0611
 GB0611.The orthometric height was determined by differential leveling
 GB0611.and adjusted by the National Geodetic Survey in June 1991..
 GB0611
 GB0611.The geoid height was determined by GEOID03.
 GB0611
 GB0611.The dynamic height is computed by dividing the NAVD 88
 GB0611.geopotential number by the normal gravity value computed on the
 GB0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0611.degrees latitude (g = 980.6199 gals.).
 GB0611
 GB0611.The modeled gravity was interpolated from observed gravity values.
 GB0611
 GB0611;                    North         East    Units  Estimated Accuracy
 GB0611;SPC TN       -   231,250.      772,690.      MT  (+/- 180 meters Scaled)
 GB0611
 GB0611                          SUPERSEDED SURVEY CONTROL
 GB0611
 GB0611  NGVD 29 (??/??/92)  337.869  (m)         1108.49   (f) ADJ UNCH    2 0
 GB0611
 GB0611.Superseded values are not recommended for survey control.
 GB0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0611.See file dsdata.txt to determine how the superseded data were derived.
 GB0611
 GB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF623325(NAD 83)
 GB0611_MARKER: DB = BENCH MARK DISK
 GB0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0611_SP_SET: BRIDGE
 GB0611_STAMPING: Q 131 1936
 GB0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0611
 GB0611  HISTORY     - Date     Condition        Report By
 GB0611  HISTORY     - 1936     MONUMENTED       CGS
 GB0611  HISTORY     - 1949     GOOD             NGS
 GB0611  HISTORY     - 1965     GOOD             NGS
 GB0611
 GB0611                          STATION DESCRIPTION
 GB0611
 GB0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0611'3.8 MI NE FROM LA FOLLETTE.
 GB0611'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE
 GB0611'AND NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY,
 GB0611'AT THE POINT WHERE OLD STATE HIGHWAY 63 AND NEW STATE HIGHWAY
 GB0611'63 CLOSELY PARALLEL EACH OTHER, AT A POINT WHERE EACH ROAD
 GB0611'CROSSES CHAMBERS BRANCH, 70 YARDS NORTH OF THE EDWIN CARR 2-STORY
 GB0611'FRAME HOUSE, AT THE NORTH (OLD) ONE OF TWO BRIDGES, AND IN THE
 GB0611'TOP OF THE UPSTREAM HEADWALL.  A STANDARD DISK, STAMPED Q 131
 GB0611'1936.
 GB0611
 GB0611                          STATION RECOVERY (1965)
 GB0611
 GB0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2316 ***********************************************************************
 GB2316  DESIGNATION -  Q 131 RESET
 GB2316  PID         -  GB2316
 GB2316  STATE/COUNTY-  TN/CAMPBELL
 GB2316  USGS QUAD   -  LA FOLLETTE (1990)
 GB2316
 GB2316                         *CURRENT SURVEY CONTROL
 GB2316  ___________________________________________________________________
 GB2316* NAD 83(1986)-  36 24 08.     (N)    084 04 29.     (W)     SCALED    
 GB2316* NAVD 88     -       337.78   (meters)    1108.2    (feet)  RESET     
 GB2316  ___________________________________________________________________
 GB2316  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 GB2316
 GB2316  VERT ORDER  -  THIRD
 GB2316
 GB2316.The horizontal coordinates were scaled from a topographic map and have
 GB2316.an estimated accuracy of +/- 6 seconds.
 GB2316
 GB2316.The orthometric height was computed from unverified reset data.
 GB2316.No vertical observational check was made to the station.
 GB2316
 GB2316.The geoid height was determined by GEOID03.
 GB2316
 GB2316;                    North         East    Units  Estimated Accuracy
 GB2316;SPC TN       -   231,250.      772,690.      MT  (+/- 180 meters Scaled)
 GB2316
 GB2316                          SUPERSEDED SURVEY CONTROL
 GB2316
 GB2316  NGVD 29 (10/12/01)  337.90   (m)         1108.6    (f) RESET       3  
 GB2316
 GB2316.Superseded values are not recommended for survey control.
 GB2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2316.See file dsdata.txt to determine how the superseded data were derived.
 GB2316
 GB2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF623325(NAD 83)
 GB2316_MARKER: DB = BENCH MARK DISK
 GB2316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB2316_SP_SET: ABUTMENT
 GB2316_STAMPING: Q 131 RESET 1980
 GB2316_MARK LOGO: NGS   
 GB2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2316+STABILITY: SURFACE MOTION
 GB2316
 GB2316  HISTORY     - Date     Condition        Report By
 GB2316  HISTORY     - 1980     MONUMENTED       NGS
 GB2316
 GB2316                          STATION DESCRIPTION
 GB2316
 GB2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GB2316'3.0 MI NE FROM LAFOLLETTE.
 GB2316'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE LAFOLLETTE
 GB2316'JR HIGH SCHOOL AT THE EAST EDGE OF LAFOLLETTE, THENCE RIGHT ON
 GB2316'PAVED ROAD 0.1 MILE TO BRIDGE AND MARK, IN THE TOP AND SOUTHWEST
 GB2316'END OF THE ABUTMENT OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL CREEK,
 GB2316'1 FOOT EAST OF THE WEST END, AND 12 FEET SOUTH OF THE CENTERLINE OF
 GB2316'OLD HIGHWAY 63.
 GB2316'THE MARK IS 6 FT ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2320 ***********************************************************************
 GA2320  DESIGNATION -  Q 132
 GA2320  PID         -  GA2320
 GA2320  STATE/COUNTY-  TN/CAMPBELL
 GA2320  USGS QUAD   -  WELL SPRING (1980)
 GA2320
 GA2320                         *CURRENT SURVEY CONTROL
 GA2320  ___________________________________________________________________
 GA2320* NAD 83(1986)-  36 25 53.     (N)    083 59 26.     (W)     SCALED    
 GA2320* NAVD 88     -       311.288  (meters)    1021.28   (feet)  ADJUSTED  
 GA2320  ___________________________________________________________________
 GA2320  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GA2320  DYNAMIC HT  -         311.008 (meters)    1020.37  (feet)  COMP
 GA2320  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 GA2320
 GA2320  VERT ORDER  -  SECOND    CLASS 0
 GA2320
 GA2320.The horizontal coordinates were scaled from a topographic map and have
 GA2320.an estimated accuracy of +/- 6 seconds.
 GA2320
 GA2320.The orthometric height was determined by differential leveling
 GA2320.and adjusted by the National Geodetic Survey in June 1991..
 GA2320
 GA2320.The geoid height was determined by GEOID03.
 GA2320
 GA2320.The dynamic height is computed by dividing the NAVD 88
 GA2320.geopotential number by the normal gravity value computed on the
 GA2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2320.degrees latitude (g = 980.6199 gals.).
 GA2320
 GA2320.The modeled gravity was interpolated from observed gravity values.
 GA2320
 GA2320;                    North         East    Units  Estimated Accuracy
 GA2320;SPC TN       -   234,630.      780,180.      MT  (+/- 180 meters Scaled)
 GA2320
 GA2320                          SUPERSEDED SURVEY CONTROL
 GA2320
 GA2320  NGVD 29 (??/??/92)  311.426  (m)         1021.74   (f) ADJ UNCH    2 0
 GA2320
 GA2320.Superseded values are not recommended for survey control.
 GA2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2320.See file dsdata.txt to determine how the superseded data were derived.
 GA2320
 GA2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA319359(NAD 83)
 GA2320_MARKER: DB = BENCH MARK DISK
 GA2320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2320_SP_SET: CULVERT
 GA2320_STAMPING: Q 132 1936
 GA2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2320
 GA2320  HISTORY     - Date     Condition        Report By
 GA2320  HISTORY     - 1936     MONUMENTED       CGS
 GA2320  HISTORY     - 1949     GOOD             NGS
 GA2320  HISTORY     - 1965     GOOD             NGS
 GA2320
 GA2320                          STATION DESCRIPTION
 GA2320
 GA2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2320'9.1 MI E FROM LA FOLLETTE.
 GA2320'9.1 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2320'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 2.4
 GA2320'MILES EAST OF THE VALLEY VIEW SCHOOL, 2.1 MILES WEST OF THE WELL
 GA2320'SPRINGS SCHOOL, AT THE NEW PORTION OF STATE HIGHWAY 63, 75 YARDS
 GA2320'WEST OF THE CENTER OF A ROAD CROSSING AND A ROCK WALL, AT A
 GA2320'CONCRETE CULVERT OVER A SMALL CREEK, IN THE TOP OF THE HEADWALL,
 GA2320'18 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 10
 GA2320'FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED Q 132 1936.
 GA2320
 GA2320                          STATION RECOVERY (1965)
 GA2320
 GA2320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0859 ***********************************************************************
 GD0859  DESIGNATION -  Q 133
 GD0859  PID         -  GD0859
 GD0859  STATE/COUNTY-  TN/LAKE
 GD0859  USGS QUAD   -  TENNEMO (1983)
 GD0859
 GD0859                         *CURRENT SURVEY CONTROL
 GD0859  ___________________________________________________________________
 GD0859* NAD 83(1986)-  36 13 35.     (N)    089 32 34.     (W)     SCALED    
 GD0859* NAVD 88     -        82.492  (meters)     270.64   (feet)  ADJUSTED  
 GD0859  ___________________________________________________________________
 GD0859  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0859  DYNAMIC HT  -          82.424 (meters)     270.42  (feet)  COMP
 GD0859  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GD0859
 GD0859  VERT ORDER  -  FIRST     CLASS I
 GD0859
 GD0859.The horizontal coordinates were scaled from a topographic map and have
 GD0859.an estimated accuracy of +/- 6 seconds.
 GD0859
 GD0859.The orthometric height was determined by differential leveling
 GD0859.and adjusted by the National Geodetic Survey in June 1991..
 GD0859.WARNING-Repeat measurements at this control monument indicate possible
 GD0859.vertical movement.
 GD0859
 GD0859.The geoid height was determined by GEOID03.
 GD0859
 GD0859.The dynamic height is computed by dividing the NAVD 88
 GD0859.geopotential number by the normal gravity value computed on the
 GD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0859.degrees latitude (g = 980.6199 gals.).
 GD0859
 GD0859.The modeled gravity was interpolated from observed gravity values.
 GD0859
 GD0859;                    North         East    Units  Estimated Accuracy
 GD0859;SPC TN       -   215,800.      281,560.      MT  (+/- 180 meters Scaled)
 GD0859
 GD0859                          SUPERSEDED SURVEY CONTROL
 GD0859
 GD0859  NGVD 29 (??/??/??)   82.412  (m)          270.38   (f) ADJUSTED    1 1
 GD0859
 GD0859.Superseded values are not recommended for survey control.
 GD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0859.See file dsdata.txt to determine how the superseded data were derived.
 GD0859
 GD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF714120(NAD 83)
 GD0859_MARKER: DB = BENCH MARK DISK
 GD0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0859_STAMPING: Q 133 1957
 GD0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0859+STABILITY: SURFACE MOTION
 GD0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0859+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 GD0859
 GD0859  HISTORY     - Date     Condition        Report By
 GD0859  HISTORY     - 1957     MONUMENTED       CGS
 GD0859  HISTORY     - 1970     GOOD             NGS
 GD0859  HISTORY     - 1976     GOOD             NGS
 GD0859  HISTORY     - 20020720 GOOD             USACE
 GD0859
 GD0859                          STATION DESCRIPTION
 GD0859
 GD0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GD0859'4.6 MI SW FROM RIDGELY.
 GD0859'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 GD0859'IS A NEW AND COMPLETE DESCRIPTION.  ABOUT 1.5 MILES WEST ALONG
 GD0859'A BLACK TOPPED ROAD FROM THE ILLINOIS CENTRAL RAILROAD STATION
 GD0859'AT RIDGLEY, THENCE SOUTH ON COUNTY ROUTE 8157 FOR 0.6 OF A MILE
 GD0859'TO THE JUNCTION OF COUNTY ROUTE 8151.  HERE CONTINUE SOUTHERLY
 GD0859'ON COUNTY ROUTE 8151 FOR 2.8 MILES TO THE JUNCTION OF STATE ROUTE
 GD0859'79, AT CROSSING OF HIGHWAY AND A NORTH-SOUTH LEVEE, NEAR THE
 GD0859'EAST BASE OF THE LEVEE, 129 FEET EAST-SOUTHEAST OF THE
 GD0859'APPROXIMATE CENTER OF STATE ROUTE 79 AND GRAVELED ROAD ALONG
 GD0859'THE TOP OF THE LEVEE, 64 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD0859'OF THE INTERSECTION OF STATE ROUTE 79 AND COUNTY ROUTE 8151, 37
 GD0859'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 79, 2 FEET
 GD0859'WEST OF A POWERLINE POLE, 0.7 OF A FOOT EAST OF A METAL WITNESS
 GD0859'POST AND SIGN, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GD0859'A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD0859'MONUMENT PROJECTING 3 INCHES AND THE DISK IS STAMPED Q 133 1957.
 GD0859
 GD0859                          STATION RECOVERY (1976)
 GD0859
 GD0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0859'RECOVERED IN GOOD CONDITION.
 GD0859
 GD0859                          STATION RECOVERY (2002)
 GD0859
 GD0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0940 ***********************************************************************
 FE0940  CBN         -  This is a Cooperative Base Network Control Station.
 FE0940  DESIGNATION -  Q 134
 FE0940  PID         -  FE0940
 FE0940  STATE/COUNTY-  TN/LAUDERDALE
 FE0940  USGS QUAD   -  GATES (1983)
 FE0940
 FE0940                         *CURRENT SURVEY CONTROL
 FE0940  ___________________________________________________________________
 FE0940* NAD 83(1995)-  35 49 19.98032(N)    089 26 06.49869(W)     ADJUSTED  
 FE0940* NAVD 88     -       103.677  (meters)     340.15   (feet)  ADJUSTED  
 FE0940  ___________________________________________________________________
 FE0940  X           -      51,043.838 (meters)                     COMP
 FE0940  Y           -  -5,177,378.684 (meters)                     COMP
 FE0940  Z           -   3,712,259.099 (meters)                     COMP
 FE0940  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FE0940  ELLIP HEIGHT-          75.77  (meters)          (08/03/04) GPS OBS
 FE0940  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0940  DYNAMIC HT  -         103.588 (meters)     339.86  (feet)  COMP
 FE0940  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 FE0940
 FE0940  HORZ ORDER  -  A
 FE0940  VERT ORDER  -  FIRST     CLASS I
 FE0940  ELLP ORDER  -  FOURTH    CLASS I
 FE0940
 FE0940.The horizontal coordinates were established by GPS observations
 FE0940.and adjusted by the National Geodetic Survey in August 2004..
 FE0940
 FE0940.The orthometric height was determined by differential leveling
 FE0940.and adjusted by the National Geodetic Survey in June 1991..
 FE0940
 FE0940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0940
 FE0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0940
 FE0940.The ellipsoidal height was determined by GPS observations
 FE0940.and is referenced to NAD 83.
 FE0940
 FE0940.The geoid height was determined by GEOID03.
 FE0940
 FE0940.The dynamic height is computed by dividing the NAVD 88
 FE0940.geopotential number by the normal gravity value computed on the
 FE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0940.degrees latitude (g = 980.6199 gals.).
 FE0940
 FE0940.The modeled gravity was interpolated from observed gravity values.
 FE0940
 FE0940;                    North         East     Units Scale Factor Converg.
 FE0940;SPC TN       -   170,637.039   289,661.306   MT  0.99994842   -2 00 39.8
 FE0940;SPC TN       -   559,831.69    950,330.47   sFT  0.99994842   -2 00 39.8
 FE0940;UTM  16      - 3,966,966.995   280,014.173   MT  1.00019636   -1 25 32.8
 FE0940
 FE0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0940!SPC TN       -   0.99998811  x   0.99994842  =   0.99993653
 FE0940!UTM  16      -   0.99998811  x   1.00019636  =   1.00018447
 FE0940
 FE0940                          SUPERSEDED SURVEY CONTROL
 FE0940
 FE0940  NAVD 88 (08/03/04)  103.68   (m)          340.2    (f) LEVELING    3  
 FE0940  NGVD 29 (??/??/??)  103.625  (m)          339.98   (f) ADJUSTED    1 1
 FE0940
 FE0940.Superseded values are not recommended for survey control.
 FE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0940.See file dsdata.txt to determine how the superseded data were derived.
 FE0940
 FE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8001466967(NAD 83)
 FE0940_MARKER: DB = BENCH MARK DISK
 FE0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0940_STAMPING: Q 134 1957
 FE0940_MARK LOGO: CGS   
 FE0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0940+STABILITY: SURFACE MOTION
 FE0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0940+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0940
 FE0940  HISTORY     - Date     Condition        Report By
 FE0940  HISTORY     - 1957     MONUMENTED       CGS
 FE0940  HISTORY     - 1974     GOOD             NGS
 FE0940  HISTORY     - 20020803 GOOD             USACE
 FE0940  HISTORY     - 20031010 GOOD             TNDT
 FE0940
 FE0940                          STATION DESCRIPTION
 FE0940
 FE0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0940'AT GATES.
 FE0940'ABOUT 2 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE0940'OF STATE HIGHWAY 88 AT GATES, ABOUT 0.35 MILE NORTHEAST OF THE
 FE0940'JUNCTION WITH A GRAVEL ROAD LEADING WEST, AT A 36 FOOT CONCRETE
 FE0940'BRIDGE, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 110
 FE0940'FEET SOUTHWEST OF POWER POLE 162, SET IN TOP OF THE NORTHEAST
 FE0940'END OF THE SOUTHEAST CONCRETE FOUNDATION OF BANNISTER, 6-INCHES
 FE0940'ABOVE HIGHWAY.  NOTE-- WINGWALL TORN OFF, BUT MARK STILL GOOD.
 FE0940
 FE0940                          STATION RECOVERY (2002)
 FE0940
 FE0940'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0940'OLD HWY 51 IS NOW STATE HWY 209.
 FE0940
 FE0940                          STATION RECOVERY (2003)
 FE0940
 FE0940'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0807 ***********************************************************************
 FE0807  DESIGNATION -  Q 14
 FE0807  PID         -  FE0807
 FE0807  STATE/COUNTY-  TN/GIBSON
 FE0807  USGS QUAD   -  TRENTON (1981)
 FE0807
 FE0807                         *CURRENT SURVEY CONTROL
 FE0807  ___________________________________________________________________
 FE0807* NAD 83(1986)-  35 58 50.     (N)    088 56 30.     (W)     SCALED    
 FE0807* NAVD 88     -       101.679  (meters)     333.59   (feet)  ADJUSTED  
 FE0807  ___________________________________________________________________
 FE0807  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0807  DYNAMIC HT  -         101.592 (meters)     333.31  (feet)  COMP
 FE0807  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 FE0807
 FE0807  VERT ORDER  -  SECOND    CLASS 0
 FE0807
 FE0807.The horizontal coordinates were scaled from a topographic map and have
 FE0807.an estimated accuracy of +/- 6 seconds.
 FE0807
 FE0807.The orthometric height was determined by differential leveling
 FE0807.and adjusted by the National Geodetic Survey in June 1991..
 FE0807
 FE0807.The geoid height was determined by GEOID03.
 FE0807
 FE0807.The dynamic height is computed by dividing the NAVD 88
 FE0807.geopotential number by the normal gravity value computed on the
 FE0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0807.degrees latitude (g = 980.6199 gals.).
 FE0807
 FE0807.The modeled gravity was interpolated from observed gravity values.
 FE0807
 FE0807;                    North         East    Units  Estimated Accuracy
 FE0807;SPC TN       -   186,750.      334,760.      MT  (+/- 180 meters Scaled)
 FE0807
 FE0807                          SUPERSEDED SURVEY CONTROL
 FE0807
 FE0807  NGVD 29 (??/??/??)  101.717  (m)          333.72   (f) ADJUSTED    2 0
 FE0807
 FE0807.Superseded values are not recommended for survey control.
 FE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0807.See file dsdata.txt to determine how the superseded data were derived.
 FE0807
 FE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE249835(NAD 83)
 FE0807_MARKER: DB = BENCH MARK DISK
 FE0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0807_STAMPING: Q 14 1935
 FE0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0807+STABILITY: SURFACE MOTION
 FE0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0807+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 FE0807
 FE0807  HISTORY     - Date     Condition        Report By
 FE0807  HISTORY     - 1935     MONUMENTED       CGS
 FE0807  HISTORY     - 20020419 GOOD             USACE
 FE0807
 FE0807                          STATION DESCRIPTION
 FE0807
 FE0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0807'AT TRENTON.
 FE0807'AT TRENTON, GIBSON COUNTY, AT THE COUNTY COURTHOUSE YARD, 10
 FE0807'FEET WEST OF A POINT 48 FEET SOUTH OF THE SOUTHEAST CORNER
 FE0807'OF THE BUILDING, AND 4 FEET FROM THE BACK OF THE CONFEDERATE
 FE0807'MEMORIAL.  A STANDARD DISK, STAMPED Q 14 1935 AND SET IN THE
 FE0807'TOP OF A CONCRETE POST.
 FE0807
 FE0807                          STATION RECOVERY (2002)
 FE0807
 FE0807'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5301 ***********************************************************************
 DG5301  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5301  DESIGNATION -  Q 14X
 DG5301  PID         -  DG5301
 DG5301  STATE/COUNTY-  TN/GIBSON
 DG5301  USGS QUAD   -  TRENTON (1981)
 DG5301
 DG5301                         *CURRENT SURVEY CONTROL
 DG5301  ___________________________________________________________________
 DG5301* NAD 83(1995)-  35 58 53.48760(N)    088 56 32.12261(W)     ADJUSTED  
 DG5301* NAVD 88     -       101.46   (meters)     332.9    (feet)  GPS OBS   
 DG5301  ___________________________________________________________________
 DG5301  X           -      95,387.991 (meters)                     COMP
 DG5301  Y           -  -5,166,382.266 (meters)                     COMP
 DG5301  Z           -   3,726,576.008 (meters)                     COMP
 DG5301  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DG5301  ELLIP HEIGHT-          73.26  (meters)          (04/05/04) GPS OBS
 DG5301  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DG5301
 DG5301  HORZ ORDER  -  B
 DG5301  ELLP ORDER  -  THIRD     CLASS II
 DG5301
 DG5301.The horizontal coordinates were established by GPS observations
 DG5301.and adjusted by the National Geodetic Survey in April 2004..
 DG5301
 DG5301.The orthometric height was determined by GPS observations and a
 DG5301.high-resolution geoid model using precise GPS observation and
 DG5301.processing techniques. It supersedes the leveled height previously
 DG5301.determined for this station.
 DG5301
 DG5301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5301
 DG5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5301
 DG5301.The ellipsoidal height was determined by GPS observations
 DG5301.and is referenced to NAD 83.
 DG5301
 DG5301.The geoid height was determined by GEOID03.
 DG5301
 DG5301;                    North         East     Units Scale Factor Converg.
 DG5301;SPC TN       -   186,853.638   334,706.242   MT  0.99995170   -1 43 21.0
 DG5301;SPC TN       -   613,035.64  1,098,115.40   sFT  0.99995170   -1 43 21.0
 DG5301;UTM  16      - 3,983,643.323   324,897.761   MT  0.99997781   -1 08 29.1
 DG5301
 DG5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5301!SPC TN       -   0.99998850  x   0.99995170  =   0.99994020
 DG5301!UTM  16      -   0.99998850  x   0.99997781  =   0.99996631
 DG5301
 DG5301                          SUPERSEDED SURVEY CONTROL
 DG5301
 DG5301  NAVD 88 (04/05/04)  101.50   (m)          333.0    (f) LEVELING    3  
 DG5301
 DG5301.Superseded values are not recommended for survey control.
 DG5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5301.See file dsdata.txt to determine how the superseded data were derived.
 DG5301
 DG5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2489883643(NAD 83)
 DG5301_MARKER: DB = BENCH MARK DISK
 DG5301_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5301_SP_SET: MARK IS 98.4M NW USC-G BM Q 14
 DG5301_STAMPING: Q 14X
 DG5301_MARK LOGO: USACE 
 DG5301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5301+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 DG5301
 DG5301  HISTORY     - Date     Condition        Report By
 DG5301  HISTORY     - 20020618 MONUMENTED       EMCINC
 DG5301
 DG5301                          STATION DESCRIPTION
 DG5301
 DG5301'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5301'MARK IS A US ARMY COE BRONZE CAP NEARE GOBSON COUNTY COURTHOUSE IN
 DG5301'TRENTON, TN. MARK IS SET IN CONCRETE SIDEWALK. MARK IS 42.4M (139.1
 DG5301'FT) NW OF NW CORNER OF GIBSON COUNTY COURTHOUSE, 13.4M (44.0 FT) S OF
 DG5301'CL OF W. HUNTINGTON ST. AND 15.6M (50.8 FT) SW OF INTERSECTION OF THE
 DG5301'WEST BOUND AND SOUTH BOUND LANES OF COURTHOUSE CIRCLE. MARK IS NEAR
 DG5301'GIBSON COUNTY COURTHOUSE ON THE WEST SIDE OF SOUTH BOUND LANE OF
 DG5301'COURTHOUSE CIRCLE. MARK IS 98.4M (323 FT) NW OF USC-G BM Q 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0478 ***********************************************************************
 FC0478  DESIGNATION -  Q 15
 FC0478  PID         -  FC0478
 FC0478  STATE/COUNTY-  TN/MCMINN
 FC0478  USGS QUAD   -  RICEVILLE (1990)
 FC0478
 FC0478                         *CURRENT SURVEY CONTROL
 FC0478  ___________________________________________________________________
 FC0478* NAD 83(1986)-  35 27 39.     (N)    084 38 24.     (W)     SCALED    
 FC0478* NAVD 88     -       245.439  (meters)     805.24   (feet)  ADJUSTED  
 FC0478  ___________________________________________________________________
 FC0478  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0478  DYNAMIC HT  -         245.199 (meters)     804.46  (feet)  COMP
 FC0478  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 FC0478
 FC0478  VERT ORDER  -  SECOND    CLASS 0
 FC0478
 FC0478.The horizontal coordinates were scaled from a topographic map and have
 FC0478.an estimated accuracy of +/- 6 seconds.
 FC0478
 FC0478.The orthometric height was determined by differential leveling
 FC0478.and adjusted by the National Geodetic Survey in June 1991..
 FC0478
 FC0478.The geoid height was determined by GEOID03.
 FC0478
 FC0478.The dynamic height is computed by dividing the NAVD 88
 FC0478.geopotential number by the normal gravity value computed on the
 FC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0478.degrees latitude (g = 980.6199 gals.).
 FC0478
 FC0478.The modeled gravity was interpolated from observed gravity values.
 FC0478
 FC0478;                    North         East    Units  Estimated Accuracy
 FC0478;SPC TN       -   125,950.      723,440.      MT  (+/- 180 meters Scaled)
 FC0478
 FC0478                          SUPERSEDED SURVEY CONTROL
 FC0478
 FC0478  NGVD 29 (??/??/92)  245.506  (m)          805.46   (f) ADJ UNCH    2 0
 FC0478
 FC0478.Superseded values are not recommended for survey control.
 FC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0478.See file dsdata.txt to determine how the superseded data were derived.
 FC0478
 FC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE141267(NAD 83)
 FC0478_MARKER: DB = BENCH MARK DISK
 FC0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0478_SP_SET: BRIDGE
 FC0478_STAMPING: Q 15 1933
 FC0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0478
 FC0478  HISTORY     - Date     Condition        Report By
 FC0478  HISTORY     - 1933     MONUMENTED       CGS
 FC0478  HISTORY     - 1949     GOOD             NGS
 FC0478  HISTORY     - 1961     GOOD             NGS
 FC0478
 FC0478                          STATION DESCRIPTION
 FC0478
 FC0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0478'3.3 MI W FROM ATHENS.
 FC0478'3.3 MILES WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 FC0478'ATHENS, MC MINN COUNTY, AT THE SOUTHEAST CORNER OF A CONCRETE
 FC0478'BRIDGE, AND IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 FC0478'WINGWALL.  A STANDARD DISK, STAMPED Q 15 1933.
 FC0478
 FC0478                          STATION RECOVERY (1961)
 FC0478
 FC0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1787 ***********************************************************************
 FE1787  DESIGNATION -  Q 151
 FE1787  PID         -  FE1787
 FE1787  STATE/COUNTY-  TN/LAUDERDALE
 FE1787  USGS QUAD   -  GOLDDUST (1983)
 FE1787
 FE1787                         *CURRENT SURVEY CONTROL
 FE1787  ___________________________________________________________________
 FE1787* NAD 83(1986)-  35 43 34.     (N)    089 50 52.     (W)     SCALED    
 FE1787* NAVD 88     -        75.469  (meters)     247.60   (feet)  ADJUSTED  
 FE1787  ___________________________________________________________________
 FE1787  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1787  DYNAMIC HT  -          75.405 (meters)     247.39  (feet)  COMP
 FE1787  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 FE1787
 FE1787  VERT ORDER  -  SECOND    CLASS 0
 FE1787
 FE1787.The horizontal coordinates were scaled from a topographic map and have
 FE1787.an estimated accuracy of +/- 6 seconds.
 FE1787
 FE1787.The orthometric height was determined by differential leveling
 FE1787.and adjusted by the National Geodetic Survey in June 1991..
 FE1787
 FE1787.The geoid height was determined by GEOID03.
 FE1787
 FE1787.The dynamic height is computed by dividing the NAVD 88
 FE1787.geopotential number by the normal gravity value computed on the
 FE1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1787.degrees latitude (g = 980.6199 gals.).
 FE1787
 FE1787.The modeled gravity was interpolated from observed gravity values.
 FE1787
 FE1787;                    North         East    Units  Estimated Accuracy
 FE1787;SPC TN       -   161,370.      251,980.      MT  (+/- 180 meters Scaled)
 FE1787
 FE1787                          SUPERSEDED SURVEY CONTROL
 FE1787
 FE1787  NGVD 29 (??/??/??)   75.461  (m)          247.57   (f) ADJUSTED    2 0
 FE1787
 FE1787.Superseded values are not recommended for survey control.
 FE1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1787.See file dsdata.txt to determine how the superseded data were derived.
 FE1787
 FE1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE424573(NAD 83)
 FE1787_MARKER: DB = BENCH MARK DISK
 FE1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1787_STAMPING: Q 151 1943
 FE1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1787+STABILITY: SURFACE MOTION
 FE1787
 FE1787  HISTORY     - Date     Condition        Report By
 FE1787  HISTORY     - 1943     MONUMENTED       CGS
 FE1787  HISTORY     - 1961     MARK NOT FOUND   CGS
 FE1787
 FE1787                          STATION DESCRIPTION
 FE1787
 FE1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1787'0.6 MI E FROM GOLDDUST.
 FE1787'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1787'LAUDERDALE COUNTY, AT A ROAD JUNCTION, 28.5 FEET WEST OF THE
 FE1787'PROLONGATION OF THE CENTERLINE OF THE DIRT ROAD LEADING NORTH,
 FE1787'23 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 3.7
 FE1787'FEET SOUTHEAST OF A 2-1/2 FOOT PECAN TREE, 2 FEET WEST OF A WHITE
 FE1787'WOODEN WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A
 FE1787'STANDARD DISK, STAMPED Q 151 1943 AND SET IN THE TOP OF A
 FE1787'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 FE1787
 FE1787                          STATION RECOVERY (1961)
 FE1787
 FE1787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FE1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1756 ***********************************************************************
 FE1756  DESIGNATION -  Q 152
 FE1756  PID         -  FE1756
 FE1756  STATE/COUNTY-  TN/DYER
 FE1756  USGS QUAD   -  KNOB CREEK (1972)
 FE1756
 FE1756                         *CURRENT SURVEY CONTROL
 FE1756  ___________________________________________________________________
 FE1756* NAD 83(1986)-  35 57 27.     (N)    089 34 48.     (W)     SCALED    
 FE1756* NAVD 88     -        78.607  (meters)     257.90   (feet)  ADJUSTED  
 FE1756  ___________________________________________________________________
 FE1756  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE1756  DYNAMIC HT  -          78.540 (meters)     257.68  (feet)  COMP
 FE1756  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 FE1756
 FE1756  VERT ORDER  -  SECOND    CLASS 0
 FE1756
 FE1756.The horizontal coordinates were scaled from a topographic map and have
 FE1756.an estimated accuracy of +/- 6 seconds.
 FE1756
 FE1756.The orthometric height was determined by differential leveling
 FE1756.and adjusted by the National Geodetic Survey in June 1991..
 FE1756
 FE1756.The geoid height was determined by GEOID03.
 FE1756
 FE1756.The dynamic height is computed by dividing the NAVD 88
 FE1756.geopotential number by the normal gravity value computed on the
 FE1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1756.degrees latitude (g = 980.6199 gals.).
 FE1756
 FE1756.The modeled gravity was interpolated from observed gravity values.
 FE1756
 FE1756;                    North         East    Units  Estimated Accuracy
 FE1756;SPC TN       -   186,110.      277,130.      MT  (+/- 180 meters Scaled)
 FE1756
 FE1756                          SUPERSEDED SURVEY CONTROL
 FE1756
 FE1756  NGVD 29 (??/??/??)   78.547  (m)          257.70   (f) ADJUSTED    2 0
 FE1756
 FE1756.Superseded values are not recommended for survey control.
 FE1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1756.See file dsdata.txt to determine how the superseded data were derived.
 FE1756
 FE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE673823(NAD 83)
 FE1756_MARKER: DB = BENCH MARK DISK
 FE1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1756_STAMPING: Q 152 1943
 FE1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1756+STABILITY: SURFACE MOTION
 FE1756
 FE1756  HISTORY     - Date     Condition        Report By
 FE1756  HISTORY     - 1943     MONUMENTED       CGS
 FE1756  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1756
 FE1756                          STATION DESCRIPTION
 FE1756
 FE1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1756'6 MI NE FROM HALES POINT.
 FE1756'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE
 FE1756'PUBLIC SCHOOL AT HALES POINT, LAUDERDALE COUNTY, THENCE 2.9 MILES
 FE1756'NORTH ALONG A PAVED ROAD, AT THE JUNCTION OF A TRACK ROAD LEADING
 FE1756'EAST, 58 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 32
 FE1756'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 6 FEET NORTHEAST
 FE1756'OF A 36-INCH ELM TREE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FE1756'POST, AND 2 FEET LOWER THAN THE MAIN ROAD.  A STANDARD DISK,
 FE1756'STAMPED Q 152 1943 AND SET IN THE TOP OF A CONCRETE POST
 FE1756'PROJECTING 0.8 FOOT ABOVE GROUND.
 FE1756
 FE1756                          STATION RECOVERY (2002)
 FE1756
 FE1756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0469 ***********************************************************************
 FE0469  DESIGNATION -  Q 154
 FE0469  PID         -  FE0469
 FE0469  STATE/COUNTY-  TN/HARDEMAN
 FE0469  USGS QUAD   -  POCAHONTAS (1950)
 FE0469
 FE0469                         *CURRENT SURVEY CONTROL
 FE0469  ___________________________________________________________________
 FE0469* NAD 83(1986)-  35 03 10.     (N)    088 48 03.     (W)     SCALED    
 FE0469* NAVD 88     -       121.200  (meters)     397.64   (feet)  ADJUSTED  
 FE0469  ___________________________________________________________________
 FE0469  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0469  DYNAMIC HT  -         121.085 (meters)     397.26  (feet)  COMP
 FE0469  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FE0469
 FE0469  VERT ORDER  -  FIRST     CLASS II
 FE0469
 FE0469.The horizontal coordinates were scaled from a topographic map and have
 FE0469.an estimated accuracy of +/- 6 seconds.
 FE0469
 FE0469.The orthometric height was determined by differential leveling
 FE0469.and adjusted by the National Geodetic Survey in June 1991..
 FE0469
 FE0469.The geoid height was determined by GEOID03.
 FE0469
 FE0469.The dynamic height is computed by dividing the NAVD 88
 FE0469.geopotential number by the normal gravity value computed on the
 FE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0469.degrees latitude (g = 980.6199 gals.).
 FE0469
 FE0469.The modeled gravity was interpolated from observed gravity values.
 FE0469
 FE0469;                    North         East    Units  Estimated Accuracy
 FE0469;SPC TN       -    83,480.      344,510.      MT  (+/- 180 meters Scaled)
 FE0469
 FE0469                          SUPERSEDED SURVEY CONTROL
 FE0469
 FE0469  NGVD 29 (??/??/??)  121.179  (m)          397.57   (f) ADJUSTED    1 2
 FE0469
 FE0469.Superseded values are not recommended for survey control.
 FE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0469.See file dsdata.txt to determine how the superseded data were derived.
 FE0469
 FE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD357803(NAD 83)
 FE0469_MARKER: DB = BENCH MARK DISK
 FE0469_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FE0469_STAMPING: Q 154 1944
 FE0469_MARK LOGO: CGS   
 FE0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0469+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE0469
 FE0469  HISTORY     - Date     Condition        Report By
 FE0469  HISTORY     - 1944     MONUMENTED       CGS
 FE0469  HISTORY     - 1983     GOOD             NGS
 FE0469  HISTORY     - 19970430 GOOD             USE
 FE0469  HISTORY     - 20020919 GOOD             USACE
 FE0469
 FE0469                          STATION DESCRIPTION
 FE0469
 FE0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0469'0.2 MI E FROM POCAHONTAS.
 FE0469'0.2 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0469'POCAHONTAS, HARDEMAN COUNTY, AT THE STATE HIGHWAY 57 OVERHEAD
 FE0469'BRIDGE, AT THE NORTH BENT, IN THE SOUTH FACE OF THE EAST COLUMN,
 FE0469'25.2 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT
 FE0469'4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 154
 FE0469'1944 AND SET VERTICALLY.
 FE0469
 FE0469                          STATION RECOVERY (1983)
 FE0469
 FE0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0469'RECOVERED IN GOOD CONDITION.
 FE0469
 FE0469                          STATION RECOVERY (1997)
 FE0469
 FE0469'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE0469'RAILROAD STATION NOW GONE.  DESCRIPTION SHOULD BEGIN 0.2 MI (0.3 KM)
 FE0469'EAST ALONG SOUTHERN RAILWAY FROM ITS INTERSECTION WITH MAIN STREET IN
 FE0469'POCAHONTAS.
 FE0469
 FE0469                          STATION RECOVERY (2002)
 FE0469
 FE0469'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0273 ***********************************************************************
 FE0273  DESIGNATION -  Q 155
 FE0273  PID         -  FE0273
 FE0273  STATE/COUNTY-  TN/HARDIN
 FE0273  USGS QUAD   -  PICKWICK (1972)
 FE0273
 FE0273                         *CURRENT SURVEY CONTROL
 FE0273  ___________________________________________________________________
 FE0273* NAD 83(1986)-  35 03 10.     (N)    088 14 34.     (W)     SCALED    
 FE0273* NAVD 88     -       144.311  (meters)     473.46   (feet)  ADJUSTED  
 FE0273  ___________________________________________________________________
 FE0273  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE0273  DYNAMIC HT  -         144.178 (meters)     473.02  (feet)  COMP
 FE0273  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FE0273
 FE0273  VERT ORDER  -  FIRST     CLASS II
 FE0273
 FE0273.The horizontal coordinates were scaled from a topographic map and have
 FE0273.an estimated accuracy of +/- 6 seconds.
 FE0273
 FE0273.The orthometric height was determined by differential leveling
 FE0273.and adjusted by the National Geodetic Survey in June 1991..
 FE0273
 FE0273.The geoid height was determined by GEOID03.
 FE0273
 FE0273.The dynamic height is computed by dividing the NAVD 88
 FE0273.geopotential number by the normal gravity value computed on the
 FE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0273.degrees latitude (g = 980.6199 gals.).
 FE0273
 FE0273.The modeled gravity was interpolated from observed gravity values.
 FE0273
 FE0273;                    North         East    Units  Estimated Accuracy
 FE0273;SPC TN       -    82,170.      395,400.      MT  (+/- 180 meters Scaled)
 FE0273
 FE0273                          SUPERSEDED SURVEY CONTROL
 FE0273
 FE0273  NGVD 29 (??/??/??)  144.319  (m)          473.49   (f) ADJUSTED    1 2
 FE0273
 FE0273.Superseded values are not recommended for survey control.
 FE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0273.See file dsdata.txt to determine how the superseded data were derived.
 FE0273
 FE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD866796(NAD 83)
 FE0273_MARKER: DB = BENCH MARK DISK
 FE0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0273_SP_SET: WATER TANK
 FE0273_STAMPING: Q 155 1944
 FE0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0273
 FE0273  HISTORY     - Date     Condition        Report By
 FE0273  HISTORY     - 1944     MONUMENTED       CGS
 FE0273  HISTORY     - 1949     GOOD             CGS
 FE0273  HISTORY     - 1972     GOOD             TVA
 FE0273
 FE0273                          STATION DESCRIPTION
 FE0273
 FE0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0273'AT PICKWICK DAM.
 FE0273'AT PICKWICK DAM, HARDIN COUNTY, AT THE WATER TANK, AND IN THE
 FE0273'TOP OF THE EAST CORNER OF THE CONCRETE BASE OF THE SOUTHEAST
 FE0273'LEG.  A STANDARD DISK, STAMPED Q 155 1944.
 FE0273
 FE0273                          STATION RECOVERY (1972)
 FE0273
 FE0273'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0987 ***********************************************************************
 FE0987  DESIGNATION -  Q 156
 FE0987  PID         -  FE0987
 FE0987  STATE/COUNTY-  TN/FAYETTE
 FE0987  USGS QUAD   -  MOSCOW SE (1983)
 FE0987
 FE0987                         *CURRENT SURVEY CONTROL
 FE0987  ___________________________________________________________________
 FE0987* NAD 83(1986)-  35 03 05.     (N)    089 15 33.     (W)     SCALED    
 FE0987* NAVD 88     -       156.934  (meters)     514.87   (feet)  ADJUSTED  
 FE0987  ___________________________________________________________________
 FE0987  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0987  DYNAMIC HT  -         156.786 (meters)     514.39  (feet)  COMP
 FE0987  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FE0987
 FE0987  VERT ORDER  -  FIRST     CLASS II
 FE0987
 FE0987.The horizontal coordinates were scaled from a topographic map and have
 FE0987.an estimated accuracy of +/- 6 seconds.
 FE0987
 FE0987.The orthometric height was determined by differential leveling
 FE0987.and adjusted by the National Geodetic Survey in June 1991..
 FE0987
 FE0987.The geoid height was determined by GEOID03.
 FE0987
 FE0987.The dynamic height is computed by dividing the NAVD 88
 FE0987.geopotential number by the normal gravity value computed on the
 FE0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0987.degrees latitude (g = 980.6199 gals.).
 FE0987
 FE0987.The modeled gravity was interpolated from observed gravity values.
 FE0987
 FE0987;                    North         East    Units  Estimated Accuracy
 FE0987;SPC TN       -    84,620.      302,710.      MT  (+/- 180 meters Scaled)
 FE0987
 FE0987                          SUPERSEDED SURVEY CONTROL
 FE0987
 FE0987  NGVD 29 (??/??/??)  156.878  (m)          514.69   (f) ADJUSTED    1 2
 FE0987
 FE0987.Superseded values are not recommended for survey control.
 FE0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0987.See file dsdata.txt to determine how the superseded data were derived.
 FE0987
 FE0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD939810(NAD 83)
 FE0987_MARKER: DB = BENCH MARK DISK
 FE0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0987_STAMPING: Q 156 1944
 FE0987_MARK LOGO: CGS   
 FE0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0987+STABILITY: SURFACE MOTION
 FE0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0987+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0987
 FE0987  HISTORY     - Date     Condition        Report By
 FE0987  HISTORY     - 1944     MONUMENTED       CGS
 FE0987  HISTORY     - 1983     GOOD             NGS
 FE0987  HISTORY     - 20020924 GOOD             USACE
 FE0987
 FE0987                          STATION DESCRIPTION
 FE0987
 FE0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0987'1 MI W FROM LA GRANGE.
 FE0987'1.0 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0987'LA GRANGE, FAYETTE COUNTY, 250 FEET EAST ACROSS THE TRACK FROM
 FE0987'MILEPOST 504, 57 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20
 FE0987'FEET SOUTH OF A POLE, 9 FEET SOUTH OF TWO SMALL PINE TREES ABOUT
 FE0987'5 FEET APART, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 FE0987'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0987'Q 156 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0987'ABOUT 0.5 FOOT ABOVE GROUND.
 FE0987
 FE0987                          STATION RECOVERY (1983)
 FE0987
 FE0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0987'RECOVERED IN GOOD CONDITION.  NOTE, 0.61 METER (2.0 FT) EAST OF A
 FE0987'WITNESS POST.
 FE0987
 FE0987                          STATION RECOVERY (2002)
 FE0987
 FE0987'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1136 ***********************************************************************
 FE1136  DESIGNATION -  Q 157
 FE1136  PID         -  FE1136
 FE1136  STATE/COUNTY-  TN/SHELBY
 FE1136  USGS QUAD   -  COLLIERVILLE (1965)
 FE1136
 FE1136                         *CURRENT SURVEY CONTROL
 FE1136  ___________________________________________________________________
 FE1136* NAD 83(1986)-  35 02 36.     (N)    089 40 54.     (W)     SCALED    
 FE1136* NAVD 88     -       108.100  (meters)     354.66   (feet)  ADJUSTED  
 FE1136  ___________________________________________________________________
 FE1136  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1136  DYNAMIC HT  -         107.999 (meters)     354.33  (feet)  COMP
 FE1136  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FE1136
 FE1136  VERT ORDER  -  FIRST     CLASS II
 FE1136
 FE1136.The horizontal coordinates were scaled from a topographic map and have
 FE1136.an estimated accuracy of +/- 6 seconds.
 FE1136
 FE1136.The orthometric height was determined by differential leveling
 FE1136.and adjusted by the National Geodetic Survey in June 1991..
 FE1136
 FE1136.The geoid height was determined by GEOID03.
 FE1136
 FE1136.The dynamic height is computed by dividing the NAVD 88
 FE1136.geopotential number by the normal gravity value computed on the
 FE1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1136.degrees latitude (g = 980.6199 gals.).
 FE1136
 FE1136.The modeled gravity was interpolated from observed gravity values.
 FE1136
 FE1136;                    North         East    Units  Estimated Accuracy
 FE1136;SPC TN       -    85,090.      264,150.      MT  (+/- 180 meters Scaled)
 FE1136
 FE1136                          SUPERSEDED SURVEY CONTROL
 FE1136
 FE1136  NGVD 29 (??/??/??)  108.053  (m)          354.50   (f) ADJUSTED    1 2
 FE1136
 FE1136.Superseded values are not recommended for survey control.
 FE1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1136.See file dsdata.txt to determine how the superseded data were derived.
 FE1136
 FE1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD553811(NAD 83)
 FE1136_MARKER: DB = BENCH MARK DISK
 FE1136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FE1136_SP_SET: PIER
 FE1136_STAMPING: Q 157 1944
 FE1136_MARK LOGO: CGS   
 FE1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1136+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE1136
 FE1136  HISTORY     - Date     Condition        Report By
 FE1136  HISTORY     - 1944     MONUMENTED       CGS
 FE1136  HISTORY     - 1983     GOOD             NGS
 FE1136  HISTORY     - 19920114 GOOD             NGS
 FE1136  HISTORY     - 20021001 GOOD             USACE
 FE1136  HISTORY     - 20060430 GOOD             GEOCAC
 FE1136
 FE1136                          STATION DESCRIPTION
 FE1136
 FE1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1136'0.9 MI W FROM COLLIERVILLE.
 FE1136'0.9 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1136'COLLIERVILLE, SHELBY COUNTY, AT THE U.S. HIGHWAY 72 OVERPASS, IN
 FE1136'THE NORTH SIDE OF THE EAST CONCRETE PIER, 14 FEET SOUTH OF THE
 FE1136'CENTERLINE OF THE TRACK, AND ABOUT 3-1/2 FEET HIGHER THAN THE
 FE1136'TRACK.  A STANDARD DISK, STAMPED Q 157 1944 AND SET VERTICALLY.
 FE1136
 FE1136                          STATION RECOVERY (1983)
 FE1136
 FE1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1136'RECOVERED IN GOOD CONDITION.
 FE1136
 FE1136                          STATION RECOVERY (1992)
 FE1136
 FE1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1136'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE1136'COLLIERVILLE, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE1136'THENCE 0.4 KM (0.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 72, SET
 FE1136'VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY 1 OF 2 CONCRETE
 FE1136'BRIDGE PIERS OF THE HIGHWAY OVERPASS OF THE SOUTHERN RAILROAD AND
 FE1136'ROWLETT STREET, 15.0 M (49.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 5.8
 FE1136'M (19.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE STREET, 5.6 M
 FE1136'(18.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.5 M (11.5 FT)
 FE1136'SOUTHEAST OF THE NEAR RAIL, AND 1.3 M (4.3 FT) ABOVE THE GROUND
 FE1136'SURFACE.
 FE1136
 FE1136                          STATION RECOVERY (2002)
 FE1136
 FE1136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1136'RECOVERED IN GOOD CONDITION.
 FE1136
 FE1136                          STATION RECOVERY (2006)
 FE1136
 FE1136'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1136'RECOVERED FROM THE 1992 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0520 ***********************************************************************
 FE0520  DESIGNATION -  Q 158
 FE0520  PID         -  FE0520
 FE0520  STATE/COUNTY-  TN/MCNAIRY
 FE0520  USGS QUAD   -  MASSEYVILLE (1961)
 FE0520
 FE0520                         *CURRENT SURVEY CONTROL
 FE0520  ___________________________________________________________________
 FE0520* NAD 83(1986)-  35 16 22.     (N)    088 37 46.     (W)     SCALED    
 FE0520* NAVD 88     -       156.350  (meters)     512.96   (feet)  ADJUSTED  
 FE0520  ___________________________________________________________________
 FE0520  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0520  DYNAMIC HT  -         156.207 (meters)     512.49  (feet)  COMP
 FE0520  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FE0520
 FE0520  VERT ORDER  -  FIRST     CLASS II
 FE0520
 FE0520.The horizontal coordinates were scaled from a topographic map and have
 FE0520.an estimated accuracy of +/- 6 seconds.
 FE0520
 FE0520.The orthometric height was determined by differential leveling
 FE0520.and adjusted by the National Geodetic Survey in June 1991..
 FE0520
 FE0520.The geoid height was determined by GEOID03.
 FE0520
 FE0520.The dynamic height is computed by dividing the NAVD 88
 FE0520.geopotential number by the normal gravity value computed on the
 FE0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0520.degrees latitude (g = 980.6199 gals.).
 FE0520
 FE0520.The modeled gravity was interpolated from observed gravity values.
 FE0520
 FE0520;                    North         East    Units  Estimated Accuracy
 FE0520;SPC TN       -   107,450.      360,790.      MT  (+/- 180 meters Scaled)
 FE0520
 FE0520                          SUPERSEDED SURVEY CONTROL
 FE0520
 FE0520  NGVD 29 (??/??/??)  156.353  (m)          512.97   (f) ADJUSTED    1 2
 FE0520
 FE0520.Superseded values are not recommended for survey control.
 FE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0520.See file dsdata.txt to determine how the superseded data were derived.
 FE0520
 FE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE517045(NAD 83)
 FE0520_MARKER: DB = BENCH MARK DISK
 FE0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0520_STAMPING: Q 158 1944
 FE0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0520+STABILITY: SURFACE MOTION
 FE0520
 FE0520  HISTORY     - Date     Condition        Report By
 FE0520  HISTORY     - 1944     MONUMENTED       CGS
 FE0520  HISTORY     - 1948     GOOD             CGS
 FE0520  HISTORY     - 1973     GOOD             TVA
 FE0520  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0520
 FE0520                          STATION DESCRIPTION
 FE0520
 FE0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0520'3.2 MI NW FROM BETHEL SPRINGS.
 FE0520'ABOUT 3.15 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0520'RAILROAD FROM THE STATION AT BETHEL SPRINGS, ABOUT 2.9 MILES
 FE0520'SOUTHEAST OF THE STATION AT MCNAIRY , 65 YARDS SOUTH OF MILE
 FE0520'POST 356, AT A PUBLIC ROAD CROSSING, 35 FEET EAST OF THE EAST
 FE0520'RAIL, 25 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 18 FEET
 FE0520'SOUTHEAST OF A CROSSING WARNING SIGN, 43 FEET SOUTHEAST OF THE
 FE0520'CENTER OF THE CROSSING, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE0520'POST, 4.5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0520'POST PROJECTING 3 INCHES.  NOTE-- POST AND SIGN SET 1.5 FT E OF
 FE0520'MONUMENT.
 FE0520
 FE0520                          STATION RECOVERY (1973)
 FE0520
 FE0520'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0520'RECOVERED IN GOOD CONDITION.
 FE0520
 FE0520                          STATION RECOVERY (2002)
 FE0520
 FE0520'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0520'LARGE PILE OF DEBRIS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0759 ***********************************************************************
 FE0759  DESIGNATION -  Q 159
 FE0759  PID         -  FE0759
 FE0759  STATE/COUNTY-  TN/MADISON
 FE0759  USGS QUAD   -  HENDERSON (1983)
 FE0759
 FE0759                         *CURRENT SURVEY CONTROL
 FE0759  ___________________________________________________________________
 FE0759* NAD 83(1986)-  35 29 50.     (N)    088 43 36.     (W)     SCALED    
 FE0759* NAVD 88     -       114.121  (meters)     374.41   (feet)  ADJUSTED  
 FE0759  ___________________________________________________________________
 FE0759  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0759  DYNAMIC HT  -         114.018 (meters)     374.07  (feet)  COMP
 FE0759  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE0759
 FE0759  VERT ORDER  -  FIRST     CLASS II
 FE0759
 FE0759.The horizontal coordinates were scaled from a topographic map and have
 FE0759.an estimated accuracy of +/- 6 seconds.
 FE0759
 FE0759.The orthometric height was determined by differential leveling
 FE0759.and adjusted by the National Geodetic Survey in June 1991..
 FE0759
 FE0759.The geoid height was determined by GEOID03.
 FE0759
 FE0759.The dynamic height is computed by dividing the NAVD 88
 FE0759.geopotential number by the normal gravity value computed on the
 FE0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0759.degrees latitude (g = 980.6199 gals.).
 FE0759
 FE0759.The modeled gravity was interpolated from observed gravity values.
 FE0759
 FE0759;                    North         East    Units  Estimated Accuracy
 FE0759;SPC TN       -   132,580.      352,640.      MT  (+/- 180 meters Scaled)
 FE0759
 FE0759                          SUPERSEDED SURVEY CONTROL
 FE0759
 FE0759  NGVD 29 (??/??/??)  114.146  (m)          374.49   (f) ADJUSTED    1 2
 FE0759
 FE0759.Superseded values are not recommended for survey control.
 FE0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0759.See file dsdata.txt to determine how the superseded data were derived.
 FE0759
 FE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE433295(NAD 83)
 FE0759_MARKER: DB = BENCH MARK DISK
 FE0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0759_STAMPING: Q 159 1944
 FE0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0759+STABILITY: SURFACE MOTION
 FE0759
 FE0759  HISTORY     - Date     Condition        Report By
 FE0759  HISTORY     - 1944     MONUMENTED       CGS
 FE0759  HISTORY     - 1948     GOOD             CGS
 FE0759  HISTORY     - 1972     MARK NOT FOUND   NGS
 FE0759
 FE0759                          STATION DESCRIPTION
 FE0759
 FE0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0759'0.6 MI NW FROM PINSON.
 FE0759'ABOUT 0.55 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0759'FROM THE STATION AT PINSON, ABOUT 0.35 MILE NORTHWEST OF MILE
 FE0759'POST 375, AT TRESTLE NO. 375.32, SOUTHWEST AND ABOUT OPPOSITE THE
 FE0759'CENTER OF THE TRESTLE, 60 FEET WEST OF THE SOUTH CORNER OF THE
 FE0759'TRESTLE, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET NORTHWEST
 FE0759'OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FE0759'POST, ABOUT 4.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 FE0759'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A NEW RR TRESTLE HAS
 FE0759'BEEN BUILT, THE DESCRIPTION FITS IN EDGE OF NEW CHANNEL GOING
 FE0759'UNDER RR MONUMENT, BELIEVED DESTROYED BY CHANNEL WIDENING.
 FE0759
 FE0759                          STATION RECOVERY (1972)
 FE0759
 FE0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FE0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0355 ***********************************************************************
 FC0355  DESIGNATION -  Q 16
 FC0355  PID         -  FC0355
 FC0355  STATE/COUNTY-  TN/POLK
 FC0355  USGS QUAD   -  DUCKTOWN (1990)
 FC0355
 FC0355                         *CURRENT SURVEY CONTROL
 FC0355  ___________________________________________________________________
 FC0355* NAD 83(1986)-  35 02 29.     (N)    084 24 12.     (W)     SCALED    
 FC0355* NAVD 88     -       477.122  (meters)    1565.36   (feet)  ADJUSTED  
 FC0355  ___________________________________________________________________
 FC0355  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC0355  DYNAMIC HT  -         476.640 (meters)    1563.78  (feet)  COMP
 FC0355  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 FC0355
 FC0355  VERT ORDER  -  SECOND    CLASS 0
 FC0355
 FC0355.The horizontal coordinates were scaled from a topographic map and have
 FC0355.an estimated accuracy of +/- 6 seconds.
 FC0355
 FC0355.The orthometric height was determined by differential leveling
 FC0355.and adjusted by the National Geodetic Survey in June 1991..
 FC0355
 FC0355.The geoid height was determined by GEOID03.
 FC0355
 FC0355.The dynamic height is computed by dividing the NAVD 88
 FC0355.geopotential number by the normal gravity value computed on the
 FC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0355.degrees latitude (g = 980.6199 gals.).
 FC0355
 FC0355.The modeled gravity was interpolated from observed gravity values.
 FC0355
 FC0355;                    North         East    Units  Estimated Accuracy
 FC0355;SPC TN       -    79,750.      745,680.      MT  (+/- 180 meters Scaled)
 FC0355
 FC0355                          SUPERSEDED SURVEY CONTROL
 FC0355
 FC0355  NGVD 29 (??/??/92)  477.160  (m)         1565.48   (f) ADJ UNCH    2 0
 FC0355
 FC0355.Superseded values are not recommended for survey control.
 FC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0355.See file dsdata.txt to determine how the superseded data were derived.
 FC0355
 FC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD368807(NAD 83)
 FC0355_MARKER: DB = BENCH MARK DISK
 FC0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0355_STAMPING: Q 16 1933
 FC0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0355+STABILITY: SURFACE MOTION
 FC0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0355+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 FC0355
 FC0355  HISTORY     - Date     Condition        Report By
 FC0355  HISTORY     - 1933     MONUMENTED       CGS
 FC0355  HISTORY     - 1949     GOOD             NGS
 FC0355  HISTORY     - 20010315 GOOD             LOCSUR
 FC0355
 FC0355                          STATION DESCRIPTION
 FC0355
 FC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0355'AT POSTELLE.
 FC0355'AT POSTELLE, POLK COUNTY, 142 FEET NORTH OF THE LOUISVILLE AND
 FC0355'NASHVILLE RAILROAD STATION, JUST NORTH OF A CROSSING, 27.2 FEET
 FC0355'EAST OF THE EAST RAIL, 2.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 FC0355'A STOCK GAP, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A STANDARD
 FC0355'DISK, STAMPED Q 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
 FC0355
 FC0355                          STATION RECOVERY (2001)
 FC0355
 FC0355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 FC0355'FOUND IN GOOD CONDITION APPROXIMATELY 25 FEET NORTH OF AND 30 FEET
 FC0355'EAST OF THE SOUTH END OF THE OLD SIDE TRACK. POSTELLE STATION HAS BEEN
 FC0355'DESTROYED.  APPROX. 300 FEET SOUTH OF CSX RAILROAD CROSSING OF A LOCAL
 FC0355'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0695 ***********************************************************************
 FE0695  DESIGNATION -  Q 160
 FE0695  PID         -  FE0695
 FE0695  STATE/COUNTY-  TN/GIBSON
 FE0695  USGS QUAD   -  MILAN (1983)
 FE0695
 FE0695                         *CURRENT SURVEY CONTROL
 FE0695  ___________________________________________________________________
 FE0695* NAD 83(1995)-  35 52 50.91504(N)    088 45 32.70468(W)     ADJUSTED  
 FE0695* NAVD 88     -       139.349  (meters)     457.18   (feet)  ADJUSTED  
 FE0695  ___________________________________________________________________
 FE0695  X           -     112,046.814 (meters)                     COMP
 FE0695  Y           -  -5,172,637.823 (meters)                     COMP
 FE0695  Z           -   3,717,549.417 (meters)                     COMP
 FE0695  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FE0695  ELLIP HEIGHT-         111.16  (meters)          (02/20/01) GPS OBS
 FE0695  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0695  DYNAMIC HT  -         139.228 (meters)     456.78  (feet)  COMP
 FE0695  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0695
 FE0695  HORZ ORDER  -  FIRST
 FE0695  VERT ORDER  -  FIRST     CLASS II
 FE0695  ELLP ORDER  -  SECOND    CLASS I
 FE0695
 FE0695.The horizontal coordinates were established by GPS observations
 FE0695.and adjusted by the National Geodetic Survey in February 2001..
 FE0695
 FE0695.The orthometric height was determined by differential leveling
 FE0695.and adjusted by the National Geodetic Survey in June 1991..
 FE0695
 FE0695.Photographs are available for this station.
 FE0695
 FE0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0695
 FE0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0695
 FE0695.The ellipsoidal height was determined by GPS observations
 FE0695.and is referenced to NAD 83.
 FE0695
 FE0695.The geoid height was determined by GEOID03.
 FE0695
 FE0695.The dynamic height is computed by dividing the NAVD 88
 FE0695.geopotential number by the normal gravity value computed on the
 FE0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0695.degrees latitude (g = 980.6199 gals.).
 FE0695
 FE0695.The modeled gravity was interpolated from observed gravity values.
 FE0695
 FE0695;                    North         East     Units Scale Factor Converg.
 FE0695;SPC TN       -   175,202.497   350,902.728   MT  0.99994873   -1 36 55.0
 FE0695;SPC TN       -   574,810.19  1,151,253.37   sFT  0.99994873   -1 36 55.0
 FE0695;UTM  16      - 3,972,157.551   341,211.783   MT  0.99991069   -1 01 52.4
 FE0695
 FE0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0695!SPC TN       -   0.99998255  x   0.99994873  =   0.99993128
 FE0695!UTM  16      -   0.99998255  x   0.99991069  =   0.99989325
 FE0695
 FE0695                          SUPERSEDED SURVEY CONTROL
 FE0695
 FE0695  NAVD 88 (02/20/01)  139.35   (m)          457.2    (f) LEVELING    3  
 FE0695  NGVD 29 (??/??/??)  139.401  (m)          457.35   (f) ADJUSTED    1 2
 FE0695
 FE0695.Superseded values are not recommended for survey control.
 FE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0695.See file dsdata.txt to determine how the superseded data were derived.
 FE0695
 FE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4121272158(NAD 83)
 FE0695_MARKER: DB = BENCH MARK DISK
 FE0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0695_STAMPING: Q 160 1944
 FE0695_MARK LOGO: NONE  
 FE0695_PROJECTION: PROJECTING 7 CENTIMETERS
 FE0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0695+STABILITY: SURFACE MOTION
 FE0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0695+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 FE0695
 FE0695  HISTORY     - Date     Condition        Report By
 FE0695  HISTORY     - 1944     MONUMENTED       CGS
 FE0695  HISTORY     - 1948     GOOD             CGS
 FE0695  HISTORY     - 1999     GOOD             LOWE
 FE0695  HISTORY     - 20020914 GOOD             USACE
 FE0695  HISTORY     - 20050623 GOOD             CAS
 FE0695
 FE0695                          STATION DESCRIPTION
 FE0695
 FE0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0695'2.8 MI S FROM MILAN.
 FE0695'2.75 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0695'STATION AT MILAN, 204 FEET SOUTH-SOUTHEAST AND ACROSS THE
 FE0695'TRACK FROM MILE POST C 451, AT A PUBLIC BLACK TOP ROAD CROSSING,
 FE0695'27 FEET EAST OF THE EAST RAIL, 32 FEET NORTH OF THE CENTER
 FE0695'LINE OF THE BLACK TOP ROAD, 4.5 FEET NORTH OF A POWER POLE,
 FE0695'13.2 FEET NORTHEAST OF THE CROSSING SIGN, 2.5 FEET SOUTH OF A
 FE0695'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE
 FE0695'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0695
 FE0695                          STATION RECOVERY (1999)
 FE0695
 FE0695'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0695'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0695'RECOVERED IN GOOD CONDITION.
 FE0695' 
 FE0695'THE STATION IS LOCATED APPROXIMATELY 4.34 KM (2.7 MI) SOUTH OF MILAN
 FE0695'ADJACENT TO THE RAILROAD.
 FE0695' 
 FE0695'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 45E AND 79/70A
 FE0695'IN MILAN, GO SOUTH 4.18 KM (2.6 MI) ON HIGHWAY 45E TO THE JUNCTION OF
 FE0695'STATE HIGHWAY 187, TURN RIGHT AND GO WEST 1.13 KM (0.7 MI) ON
 FE0695'HIGHWAY 187 TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT,
 FE0695'BEFORE CROSSING THE RAILROAD.
 FE0695' 
 FE0695'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 FE0695'POST PROJECTING 0.15 M (0.5 FT), STAMPED Q 160. THE STATION IS 18.38 M
 FE0695'(60.3 FT) SOUTHEAST OF MP 451 ON THE RAILROAD, 9.42 M (30.9 FT) NORTH
 FE0695'OF THE CENTERLINE OF STATE HIGHWAY 187, 8.47 M (27.8 FT) EAST OF THE
 FE0695'EAST RAIL OF THE RAILROAD, AND 1.34 M (4.4 FT) NORTH OF A POWER POLE.
 FE0695' 
 FE0695' 
 FE0695' 
 FE0695' 
 FE0695'
 FE0695
 FE0695                          STATION RECOVERY (2002)
 FE0695
 FE0695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0695'RECOVERED IN GOOD CONDITION.
 FE0695
 FE0695                          STATION RECOVERY (2005)
 FE0695
 FE0695'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FE0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0353 ***********************************************************************
 GD0353  DESIGNATION -  Q 161
 GD0353  PID         -  GD0353
 GD0353  STATE/COUNTY-  TN/WEAKLEY
 GD0353  USGS QUAD   -  GREENFIELD (1985)
 GD0353
 GD0353                         *CURRENT SURVEY CONTROL
 GD0353  ___________________________________________________________________
 GD0353* NAD 83(1986)-  36 10 13.     (N)    088 48 10.     (W)     SCALED    
 GD0353* NAVD 88     -       124.646  (meters)     408.94   (feet)  ADJUSTED  
 GD0353  ___________________________________________________________________
 GD0353  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0353  DYNAMIC HT  -         124.542 (meters)     408.60  (feet)  COMP
 GD0353  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GD0353
 GD0353  VERT ORDER  -  FIRST     CLASS II
 GD0353
 GD0353.The horizontal coordinates were scaled from a topographic map and have
 GD0353.an estimated accuracy of +/- 6 seconds.
 GD0353
 GD0353.The orthometric height was determined by differential leveling
 GD0353.and adjusted by the National Geodetic Survey in June 1991..
 GD0353
 GD0353.The geoid height was determined by GEOID03.
 GD0353
 GD0353.The dynamic height is computed by dividing the NAVD 88
 GD0353.geopotential number by the normal gravity value computed on the
 GD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0353.degrees latitude (g = 980.6199 gals.).
 GD0353
 GD0353.The modeled gravity was interpolated from observed gravity values.
 GD0353
 GD0353;                    North         East    Units  Estimated Accuracy
 GD0353;SPC TN       -   207,420.      347,880.      MT  (+/- 180 meters Scaled)
 GD0353
 GD0353                          SUPERSEDED SURVEY CONTROL
 GD0353
 GD0353  NGVD 29 (??/??/??)  124.673  (m)          409.03   (f) ADJUSTED    1 2
 GD0353
 GD0353.Superseded values are not recommended for survey control.
 GD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0353.See file dsdata.txt to determine how the superseded data were derived.
 GD0353
 GD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF378043(NAD 83)
 GD0353_MARKER: DB = BENCH MARK DISK
 GD0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0353_STAMPING: Q 161 1944
 GD0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0353+STABILITY: SURFACE MOTION
 GD0353
 GD0353  HISTORY     - Date     Condition        Report By
 GD0353  HISTORY     - 1944     MONUMENTED       CGS
 GD0353  HISTORY     - 1948     GOOD             CGS
 GD0353  HISTORY     - 1967     GOOD             CGS
 GD0353
 GD0353                          STATION DESCRIPTION
 GD0353
 GD0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0353'1.2 MI N FROM GREENFIELD.
 GD0353'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0353'THE STATION AT GREENFIELD, ABOUT 0.2 MILE SOUTH OF MILE POST
 GD0353'C 430, AT A FIELD ROAD CROSSING, SOUTHWEST ACROSS THE TRACK FROM
 GD0353'A POND, 27 FEET WEST OF THE WEST RAIL, 44 FEET NORTHWEST OF THE
 GD0353'CENTER OF THE CROSSING, 31 FEET NORTH OF THE CENTER LINE OF THE
 GD0353'FIELD ROAD, 34.5 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 GD0353'THE ROW OF POLES, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GD0353'ABOUT 1.5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 GD0353'POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS NOW 0.7 OF A FOOT
 GD0353'E OF A METAL WITNESS POST AND SIGN.
 GD0353
 GD0353                          STATION RECOVERY (1967)
 GD0353
 GD0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0707 ***********************************************************************
 GA0707  DESIGNATION -  Q 162
 GA0707  PID         -  GA0707
 GA0707  STATE/COUNTY-  TN/HAWKINS
 GA0707  USGS QUAD   -  STONY POINT (1971)
 GA0707
 GA0707                         *CURRENT SURVEY CONTROL
 GA0707  ___________________________________________________________________
 GA0707* NAD 83(1986)-  36 29 49.     (N)    082 48 14.     (W)     SCALED    
 GA0707* NAVD 88     -       360.930  (meters)    1184.15   (feet)  ADJUSTED  
 GA0707  ___________________________________________________________________
 GA0707  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0707  DYNAMIC HT  -         360.605 (meters)    1183.08  (feet)  COMP
 GA0707  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 GA0707
 GA0707  VERT ORDER  -  FIRST     CLASS I
 GA0707
 GA0707.The horizontal coordinates were scaled from a topographic map and have
 GA0707.an estimated accuracy of +/- 6 seconds.
 GA0707
 GA0707.The orthometric height was determined by differential leveling
 GA0707.and adjusted by the National Geodetic Survey in June 1991..
 GA0707
 GA0707.The geoid height was determined by GEOID03.
 GA0707
 GA0707.The dynamic height is computed by dividing the NAVD 88
 GA0707.geopotential number by the normal gravity value computed on the
 GA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0707.degrees latitude (g = 980.6199 gals.).
 GA0707
 GA0707.The modeled gravity was interpolated from observed gravity values.
 GA0707
 GA0707;                    North         East    Units  Estimated Accuracy
 GA0707;SPC TN       -   244,730.      886,310.      MT  (+/- 180 meters Scaled)
 GA0707
 GA0707                          SUPERSEDED SURVEY CONTROL
 GA0707
 GA0707  NGVD 29 (??/??/92)  361.078  (m)         1184.64   (f) ADJ UNCH    1 1
 GA0707
 GA0707.Superseded values are not recommended for survey control.
 GA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0707.See file dsdata.txt to determine how the superseded data were derived.
 GA0707
 GA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA384405(NAD 83)
 GA0707_MARKER: DB = BENCH MARK DISK
 GA0707_SETTING: 66 = SET IN ROCK OUTCROP
 GA0707_SP_SET: ROCK LEDGE
 GA0707_STAMPING: Q 162 1967
 GA0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0707+STABILITY: POSITION/ELEVATION WELL
 GA0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0707+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004
 GA0707
 GA0707  HISTORY     - Date     Condition        Report By
 GA0707  HISTORY     - 1967     MONUMENTED       CGS
 GA0707  HISTORY     - 20041114 GOOD             GEOCAC
 GA0707
 GA0707                          STATION DESCRIPTION
 GA0707
 GA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0707'3.6 MI NE FROM SURGOINSVILLE.
 GA0707'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0707'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 66 FEET WEST
 GA0707'OF MILEPOST 60, 9 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 GA0707'TRACK, SET IN THE TOP OF THE EAST END OF A ROCK LEDGE AT THE
 GA0707'FOOT OF THE NORTH BANK OF A SMALL CUT FOR THE RAILROAD, 236 FEET
 GA0707'WEST OF A CROSSING OF THE RAILROAD AND A FARM ROAD, AND ABOUT
 GA0707'1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GA0707
 GA0707                          STATION RECOVERY (2004)
 GA0707
 GA0707'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1867 ***********************************************************************
 GA1867  DESIGNATION -  Q 163
 GA1867  PID         -  GA1867
 GA1867  STATE/COUNTY-  TN/HAMBLEN
 GA1867  USGS QUAD   -  MORRISTOWN (1979)
 GA1867
 GA1867                         *CURRENT SURVEY CONTROL
 GA1867  ___________________________________________________________________
 GA1867* NAD 83(1986)-  36 13 46.     (N)    083 15 08.     (W)     SCALED    
 GA1867* NAVD 88     -       399.964  (meters)    1312.22   (feet)  ADJUSTED  
 GA1867  ___________________________________________________________________
 GA1867  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1867  DYNAMIC HT  -         399.597 (meters)    1311.01  (feet)  COMP
 GA1867  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA1867
 GA1867  VERT ORDER  -  FIRST     CLASS I
 GA1867
 GA1867.The horizontal coordinates were scaled from a topographic map and have
 GA1867.an estimated accuracy of +/- 6 seconds.
 GA1867
 GA1867.The orthometric height was determined by differential leveling
 GA1867.and adjusted by the National Geodetic Survey in June 1991..
 GA1867
 GA1867.The geoid height was determined by GEOID03.
 GA1867
 GA1867.The dynamic height is computed by dividing the NAVD 88
 GA1867.geopotential number by the normal gravity value computed on the
 GA1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1867.degrees latitude (g = 980.6199 gals.).
 GA1867
 GA1867.The modeled gravity was interpolated from observed gravity values.
 GA1867
 GA1867;                    North         East    Units  Estimated Accuracy
 GA1867;SPC TN       -   213,840.      846,990.      MT  (+/- 180 meters Scaled)
 GA1867
 GA1867                          SUPERSEDED SURVEY CONTROL
 GA1867
 GA1867  NGVD 29 (??/??/92)  400.098  (m)         1312.65   (f) ADJ UNCH    1 1
 GA1867
 GA1867.Superseded values are not recommended for survey control.
 GA1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1867.See file dsdata.txt to determine how the superseded data were derived.
 GA1867
 GA1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA975117(NAD 83)
 GA1867_MARKER: DB = BENCH MARK DISK
 GA1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1867_STAMPING: Q 163 1967
 GA1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1867+STABILITY: SURFACE MOTION
 GA1867
 GA1867  HISTORY     - Date     Condition        Report By
 GA1867  HISTORY     - 1967     MONUMENTED       CGS
 GA1867
 GA1867                          STATION DESCRIPTION
 GA1867
 GA1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1867'2.8 MI NE FROM MORRISTOWN.
 GA1867'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1867'STATION POST OFFICE AT MORRISTOWN, THENCE 2.65 MILES NORTHEAST
 GA1867'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, OR ABOUT 3.7 MILES
 GA1867'SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE AT
 GA1867'RUSSELLVILLE, 0.15 MILE EAST AND ACROSS THE HIGHWAY FROM
 GA1867'MORRISTOWN FIRE STATION NUMBER 3, 5 1/2 RAILS NORTHEAST OF THE
 GA1867'CROSSING OF THE RAILROAD AND A PAVED ROAD, 56 1/2 FEET NORTHEAST
 GA1867'OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING WHICH HOUSES
 GA1867'THE OLD CURIOSITY SHOP, 45 FEET NORTHEAST OF A POLE, 25 1/2
 GA1867'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 0.7 FOOT
 GA1867'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 GA1867'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GA1867'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1178 ***********************************************************************
 FB1178  DESIGNATION -  Q 164
 FB1178  PID         -  FB1178
 FB1178  STATE/COUNTY-  TN/COCKE
 FB1178  USGS QUAD   -  NEWPORT (1992)
 FB1178
 FB1178                         *CURRENT SURVEY CONTROL
 FB1178  ___________________________________________________________________
 FB1178* NAD 83(1986)-  35 57 25.     (N)    083 09 53.     (W)     SCALED    
 FB1178* NAVD 88     -       342.859  (meters)    1124.86   (feet)  ADJUSTED  
 FB1178  ___________________________________________________________________
 FB1178  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1178  DYNAMIC HT  -         342.534 (meters)    1123.80  (feet)  COMP
 FB1178  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 FB1178
 FB1178  VERT ORDER  -  FIRST     CLASS I
 FB1178
 FB1178.The horizontal coordinates were scaled from a topographic map and have
 FB1178.an estimated accuracy of +/- 6 seconds.
 FB1178
 FB1178.The orthometric height was determined by differential leveling
 FB1178.and adjusted by the National Geodetic Survey in June 1991..
 FB1178
 FB1178.The geoid height was determined by GEOID03.
 FB1178
 FB1178.The dynamic height is computed by dividing the NAVD 88
 FB1178.geopotential number by the normal gravity value computed on the
 FB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1178.degrees latitude (g = 980.6199 gals.).
 FB1178
 FB1178.The modeled gravity was interpolated from observed gravity values.
 FB1178
 FB1178;                    North         East    Units  Estimated Accuracy
 FB1178;SPC TN       -   183,840.      855,730.      MT  (+/- 180 meters Scaled)
 FB1178
 FB1178                          SUPERSEDED SURVEY CONTROL
 FB1178
 FB1178  NGVD 29 (??/??/92)  343.008  (m)         1125.35   (f) ADJ UNCH    1 1
 FB1178
 FB1178.Superseded values are not recommended for survey control.
 FB1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1178.See file dsdata.txt to determine how the superseded data were derived.
 FB1178
 FB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV047813(NAD 83)
 FB1178_MARKER: DB = BENCH MARK DISK
 FB1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1178_STAMPING: Q 164 1967
 FB1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1178+STABILITY: SURFACE MOTION
 FB1178
 FB1178  HISTORY     - Date     Condition        Report By
 FB1178  HISTORY     - 1967     MONUMENTED       CGS
 FB1178
 FB1178                          STATION DESCRIPTION
 FB1178
 FB1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1178'1.6 MI E FROM NEWPORT.
 FB1178'ABOUT 1.55 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1178'FROM THE STATION AT NEWPORT, 3 1/2 POLES EAST OF MILEPOST 205,
 FB1178'130 FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 FB1178'AND A PAVED ROAD, 18 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 FB1178'55 1/2 FEET EAST OF A POLE, 4 FEET NORTH OF A CHAIN LINK FENCE,
 FB1178'1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 FB1178'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 FB1178'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1619 ***********************************************************************
 GC1619  DESIGNATION -  Q 167
 GC1619  PID         -  GC1619
 GC1619  STATE/COUNTY-  TN/HUMPHREYS
 GC1619  USGS QUAD   -  HALLS CREEK (1973)
 GC1619
 GC1619                         *CURRENT SURVEY CONTROL
 GC1619  ___________________________________________________________________
 GC1619* NAD 83(1986)-  36 11 23.     (N)    087 49 29.     (W)     SCALED    
 GC1619* NAVD 88     -       137.704  (meters)     451.78   (feet)  ADJUSTED  
 GC1619  ___________________________________________________________________
 GC1619  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1619  DYNAMIC HT  -         137.587 (meters)     451.40  (feet)  COMP
 GC1619  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GC1619
 GC1619  VERT ORDER  -  FIRST     CLASS II
 GC1619
 GC1619.The horizontal coordinates were scaled from a topographic map and have
 GC1619.an estimated accuracy of +/- 6 seconds.
 GC1619
 GC1619.The orthometric height was determined by differential leveling
 GC1619.and adjusted by the National Geodetic Survey in June 1991..
 GC1619
 GC1619.The geoid height was determined by GEOID03.
 GC1619
 GC1619.The dynamic height is computed by dividing the NAVD 88
 GC1619.geopotential number by the normal gravity value computed on the
 GC1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1619.degrees latitude (g = 980.6199 gals.).
 GC1619
 GC1619.The modeled gravity was interpolated from observed gravity values.
 GC1619
 GC1619;                    North         East    Units  Estimated Accuracy
 GC1619;SPC TN       -   207,500.      435,890.      MT  (+/- 180 meters Scaled)
 GC1619
 GC1619                          SUPERSEDED SURVEY CONTROL
 GC1619
 GC1619  NGVD 29 (??/??/92)  137.737  (m)          451.89   (f) ADJ UNCH    1 2
 GC1619
 GC1619.Superseded values are not recommended for survey control.
 GC1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1619.See file dsdata.txt to determine how the superseded data were derived.
 GC1619
 GC1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF258053(NAD 83)
 GC1619_MARKER: DB = BENCH MARK DISK
 GC1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1619_STAMPING: Q 167 1947
 GC1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1619+STABILITY: SURFACE MOTION
 GC1619
 GC1619  HISTORY     - Date     Condition        Report By
 GC1619  HISTORY     - 1947     MONUMENTED       CGS
 GC1619  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1619
 GC1619                          STATION DESCRIPTION
 GC1619
 GC1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1619'8.8 MI N FROM WAVERLY.
 GC1619'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1619'WAVERLY, THENCE ABOUT 8.5 MILES NORTH ALONG THE GRAVEL ROAD
 GC1619'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 1.9 MILES
 GC1619'NORTH OF THE GENERAL STORE AT TRINITY, AT THE INTERSECTION OF
 GC1619'AN EAST-AND-WEST ROAD, 222 FEET NORTHEAST ACROSS THE INTERSECTION
 GC1619'FROM THE NORTHEAST CORNER OF THE L. BELL RESIDENCE, 91 FEET
 GC1619'SOUTHEAST ACROSS THE NORTH-AND-SOUTH ROAD FROM THE SOUTHEAST
 GC1619'CORNER OF THE BARN, ON THE TOP OF A SMALL KNOLL, 38 FEET EAST OF
 GC1619'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 22 FEET NORTH OF THE
 GC1619'CENTER LINE OF THE EAST-AND-WEST ROAD, 5 FEET SOUTH OF A FENCE,
 GC1619'ABOUT 4-1/2 FEET HIGHER THAN THE INTERSECTION, AND IN THE TOP
 GC1619'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- ROAD HAS
 GC1619'BEEN WIDENED AND THE BANK CUTDOWN.
 GC1619
 GC1619                          STATION RECOVERY (1972)
 GC1619
 GC1619'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0249 ***********************************************************************
 GD0249  DESIGNATION -  Q 168
 GD0249  PID         -  GD0249
 GD0249  STATE/COUNTY-  TN/BENTON
 GD0249  USGS QUAD   -  CAMDEN (1984)
 GD0249
 GD0249                         *CURRENT SURVEY CONTROL
 GD0249  ___________________________________________________________________
 GD0249* NAD 83(1986)-  36 02 53.     (N)    088 07 22.     (W)     SCALED    
 GD0249* NAVD 88     -       135.637  (meters)     445.00   (feet)  ADJUSTED  
 GD0249  ___________________________________________________________________
 GD0249  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0249  DYNAMIC HT  -         135.523 (meters)     444.63  (feet)  COMP
 GD0249  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GD0249
 GD0249  VERT ORDER  -  FIRST     CLASS II
 GD0249
 GD0249.The horizontal coordinates were scaled from a topographic map and have
 GD0249.an estimated accuracy of +/- 6 seconds.
 GD0249
 GD0249.The orthometric height was determined by differential leveling
 GD0249.and adjusted by the National Geodetic Survey in June 1991..
 GD0249
 GD0249.The geoid height was determined by GEOID03.
 GD0249
 GD0249.The dynamic height is computed by dividing the NAVD 88
 GD0249.geopotential number by the normal gravity value computed on the
 GD0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0249.degrees latitude (g = 980.6199 gals.).
 GD0249
 GD0249.The modeled gravity was interpolated from observed gravity values.
 GD0249
 GD0249;                    North         East    Units  Estimated Accuracy
 GD0249;SPC TN       -   192,320.      408,740.      MT  (+/- 180 meters Scaled)
 GD0249
 GD0249                          SUPERSEDED SURVEY CONTROL
 GD0249
 GD0249  NGVD 29 (??/??/??)  135.665  (m)          445.09   (f) ADJUSTED    1 2
 GD0249
 GD0249.Superseded values are not recommended for survey control.
 GD0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0249.See file dsdata.txt to determine how the superseded data were derived.
 GD0249
 GD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE988898(NAD 83)
 GD0249_MARKER: DB = BENCH MARK DISK
 GD0249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GD0249_SP_SET: HEADWALL
 GD0249_STAMPING: Q 168 1947
 GD0249_MARK LOGO: CGS   
 GD0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0249+STABILITY: SURFACE MOTION
 GD0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0249+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1987
 GD0249
 GD0249  HISTORY     - Date     Condition        Report By
 GD0249  HISTORY     - 1947     MONUMENTED       CGS
 GD0249  HISTORY     - 1969     GOOD             CGS
 GD0249  HISTORY     - 1971     GOOD             NGS
 GD0249  HISTORY     - 19870620 GOOD             LOCENG
 GD0249
 GD0249                          STATION DESCRIPTION
 GD0249
 GD0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0249'1.4 MI W FROM CAMDEN.
 GD0249'THE MARK IS ABOUT 1.4 MILES WEST ALONG THE OLD NASHVILLE,
 GD0249'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN CAMDEN.
 GD0249'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS
 GD0249'20 1/2 RAILS WEST OF MILEPOST 87, 10 1/2 RAILS EAST OF TELEGRAPH
 GD0249'POLE 87-10, 6 POLES WEST OF TELEGRAPH POLE NO. 87.5, 20.8 FEET
 GD0249'NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT 6 FEET BELOW THE
 GD0249'LEVEL OF THE TRACK.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GD0249'HOLE IN THE NORTH CONCRETE HEADWALL OF A 4-FOOT, CAST-IRON
 GD0249'PIPE CULVERT, ABOUT 1 FOOT EAST OF THE WEST END OF THE HEADWALL,
 GD0249'AND THE DISK IS STAMPED Q 168 1947.  NOTE-- POST AND SIGN AT
 GD0249'MONUMENT.
 GD0249
 GD0249                          STATION RECOVERY (1971)
 GD0249
 GD0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0249'RECOVERED IN GOOD CONDITION.
 GD0249
 GD0249                          STATION RECOVERY (1987)
 GD0249
 GD0249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1241 ***********************************************************************
 FD1241  DESIGNATION -  Q 169
 FD1241  PID         -  FD1241
 FD1241  STATE/COUNTY-  TN/PERRY
 FD1241  USGS QUAD   -  POPE (1973)
 FD1241
 FD1241                         *CURRENT SURVEY CONTROL
 FD1241  ___________________________________________________________________
 FD1241* NAD 83(1986)-  35 37 07.     (N)    087 59 22.     (W)     SCALED    
 FD1241* NAVD 88     -       120.838  (meters)     396.45   (feet)  ADJUSTED  
 FD1241  ___________________________________________________________________
 FD1241  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1241  DYNAMIC HT  -         120.730 (meters)     396.10  (feet)  COMP
 FD1241  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FD1241
 FD1241  VERT ORDER  -  FIRST     CLASS II
 FD1241
 FD1241.The horizontal coordinates were scaled from a topographic map and have
 FD1241.an estimated accuracy of +/- 6 seconds.
 FD1241
 FD1241.The orthometric height was determined by differential leveling
 FD1241.and adjusted by the National Geodetic Survey in June 1991..
 FD1241
 FD1241.The geoid height was determined by GEOID03.
 FD1241
 FD1241.The dynamic height is computed by dividing the NAVD 88
 FD1241.geopotential number by the normal gravity value computed on the
 FD1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1241.degrees latitude (g = 980.6199 gals.).
 FD1241
 FD1241.The modeled gravity was interpolated from observed gravity values.
 FD1241
 FD1241;                    North         East    Units  Estimated Accuracy
 FD1241;SPC TN       -   144,430.      419,790.      MT  (+/- 180 meters Scaled)
 FD1241
 FD1241                          SUPERSEDED SURVEY CONTROL
 FD1241
 FD1241  NGVD 29 (??/??/92)  120.848  (m)          396.48   (f) ADJ UNCH    1 2
 FD1241
 FD1241.Superseded values are not recommended for survey control.
 FD1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1241.See file dsdata.txt to determine how the superseded data were derived.
 FD1241
 FD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE103420(NAD 83)
 FD1241_MARKER: DD = SURVEY DISK
 FD1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1241_STAMPING: Q 169 1947
 FD1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1241+STABILITY: SURFACE MOTION
 FD1241
 FD1241  HISTORY     - Date     Condition        Report By
 FD1241  HISTORY     - 1947     MONUMENTED       TVA
 FD1241  HISTORY     - 1949     GOOD             NGS
 FD1241
 FD1241                          STATION DESCRIPTION
 FD1241
 FD1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1241'AT POPE.
 FD1241'AT POPE, ABOUT 0.45 MILE EAST ALONG STATE HIGHWAYS 20 AND 100
 FD1241'FROM THE CEMETERY AT POPE, AT THE INTERSECTION OF THE MARSH
 FD1241'CREEK ROAD AND AT LEES GROCERY, ABOUT 0.1 MILE EAST OF THE POST
 FD1241'OFFICE, 72 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 FD1241'SOUTHEAST CORNER OF THE STORE, 63 FEET EAST OF THE EAST END OF
 FD1241'THE SOUTH HEAD WALL OF A 9-FOOT CONCRETE CULVERT, 42 FEET WEST
 FD1241'OF THE CENTER LINE OF THE GRAVEL ROAD, 29 FEET SOUTH OF THE
 FD1241'CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A FENCE LINE, 2 FEET
 FD1241'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 FD1241'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FD1241'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1123 ***********************************************************************
 FE1123  DESIGNATION -  Q 17
 FE1123  PID         -  FE1123
 FE1123  STATE/COUNTY-  TN/SHELBY
 FE1123  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1123
 FE1123                         *CURRENT SURVEY CONTROL
 FE1123  ___________________________________________________________________
 FE1123* NAD 83(1986)-  35 06 56.     (N)    089 56 18.     (W)     SCALED    
 FE1123* NAVD 88     -        89.632  (meters)     294.07   (feet)  ADJUSTED  
 FE1123  ___________________________________________________________________
 FE1123  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1123  DYNAMIC HT  -          89.550 (meters)     293.80  (feet)  COMP
 FE1123  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FE1123
 FE1123  VERT ORDER  -  FIRST     CLASS II
 FE1123
 FE1123.The horizontal coordinates were scaled from a topographic map and have
 FE1123.an estimated accuracy of +/- 6 seconds.
 FE1123
 FE1123.The orthometric height was determined by differential leveling
 FE1123.and adjusted by the National Geodetic Survey in June 1991..
 FE1123.WARNING-Repeat measurements at this control monument indicate possible
 FE1123.vertical movement.
 FE1123
 FE1123.The geoid height was determined by GEOID03.
 FE1123
 FE1123.The dynamic height is computed by dividing the NAVD 88
 FE1123.geopotential number by the normal gravity value computed on the
 FE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1123.degrees latitude (g = 980.6199 gals.).
 FE1123
 FE1123.The modeled gravity was interpolated from observed gravity values.
 FE1123
 FE1123;                    North         East    Units  Estimated Accuracy
 FE1123;SPC TN       -    94,010.      241,070.      MT  (+/- 180 meters Scaled)
 FE1123
 FE1123                          SUPERSEDED SURVEY CONTROL
 FE1123
 FE1123  NGVD 29 (??/??/??)   89.643  (m)          294.10   (f) ADJUSTED    1 2
 FE1123
 FE1123.Superseded values are not recommended for survey control.
 FE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1123.See file dsdata.txt to determine how the superseded data were derived.
 FE1123
 FE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD322898(NAD 83)
 FE1123_MARKER: DD = SURVEY DISK
 FE1123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1123_STAMPING: Q 17 1934
 FE1123_MARK LOGO: CGS   
 FE1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1123+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE1123
 FE1123  HISTORY     - Date     Condition        Report By
 FE1123  HISTORY     - 1934     MONUMENTED       CGS
 FE1123  HISTORY     - 1944     GOOD             CGS
 FE1123  HISTORY     - 1983     GOOD             NGS
 FE1123  HISTORY     - 1985     GOOD             MSU
 FE1123  HISTORY     - 19960722 GOOD             TN1620
 FE1123  HISTORY     - 20021016 GOOD             USACE
 FE1123
 FE1123                          STATION DESCRIPTION
 FE1123
 FE1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1123'7.2 MI E FROM MEMPHIS.
 FE1123'7.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE UNION STATION
 FE1123'AT MEMPHIS, SHELBY COUNTY, 32 FEET EAST OF BLOCK SIGNAL 5449 A,
 FE1123'18 FEET WEST OF MILEPOST 545, AT A CONCRETE CULVERT, IN THE TOP
 FE1123'OF THE WEST END OF THE NORTH HEADWALL, AND 14 FEET NORTH OF THE
 FE1123'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 17 1934.
 FE1123
 FE1123                          STATION RECOVERY (1983)
 FE1123
 FE1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1123'RECOVERED IN GOOD CONDITION.  NOTE, 0.46 METER (1.5 FT) BELOW
 FE1123'RAILROAD.
 FE1123
 FE1123                          STATION RECOVERY (1985)
 FE1123
 FE1123'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 FE1123'RECOVERED IN GOOD CONDITION.
 FE1123
 FE1123                          STATION RECOVERY (1996)
 FE1123
 FE1123'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (SB)
 FE1123'RECOVERED IN GOOD CONDITION.
 FE1123
 FE1123                          STATION RECOVERY (2002)
 FE1123
 FE1123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1270 ***********************************************************************
 FD1270  DESIGNATION -  Q 170
 FD1270  PID         -  FD1270
 FD1270  STATE/COUNTY-  TN/PERRY
 FD1270  USGS QUAD   -  DANIELS LANDING (1992)
 FD1270
 FD1270                         *CURRENT SURVEY CONTROL
 FD1270  ___________________________________________________________________
 FD1270* NAD 83(1986)-  35 47 29.     (N)    087 58 23.     (W)     SCALED    
 FD1270* NAVD 88     -       112.280  (meters)     368.37   (feet)  ADJUSTED  
 FD1270  ___________________________________________________________________
 FD1270  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1270  DYNAMIC HT  -         112.183 (meters)     368.05  (feet)  COMP
 FD1270  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 FD1270
 FD1270  VERT ORDER  -  FIRST     CLASS II
 FD1270
 FD1270.The horizontal coordinates were scaled from a topographic map and have
 FD1270.an estimated accuracy of +/- 6 seconds.
 FD1270
 FD1270.The orthometric height was determined by differential leveling
 FD1270.and adjusted by the National Geodetic Survey in June 1991..
 FD1270
 FD1270.The geoid height was determined by GEOID03.
 FD1270
 FD1270.The dynamic height is computed by dividing the NAVD 88
 FD1270.geopotential number by the normal gravity value computed on the
 FD1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1270.degrees latitude (g = 980.6199 gals.).
 FD1270
 FD1270.The modeled gravity was interpolated from observed gravity values.
 FD1270
 FD1270;                    North         East    Units  Estimated Accuracy
 FD1270;SPC TN       -   163,570.      421,660.      MT  (+/- 180 meters Scaled)
 FD1270
 FD1270                          SUPERSEDED SURVEY CONTROL
 FD1270
 FD1270  NGVD 29 (??/??/92)  112.301  (m)          368.44   (f) ADJ UNCH    1 2
 FD1270
 FD1270.Superseded values are not recommended for survey control.
 FD1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1270.See file dsdata.txt to determine how the superseded data were derived.
 FD1270
 FD1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120612(NAD 83)
 FD1270_MARKER: DB = BENCH MARK DISK
 FD1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1270_SP_SET: BUILDING
 FD1270_STAMPING: Q 170 1947
 FD1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1270
 FD1270  HISTORY     - Date     Condition        Report By
 FD1270  HISTORY     - 1947     MONUMENTED       CGS
 FD1270  HISTORY     - 1973     GOOD             TVA
 FD1270
 FD1270                          STATION DESCRIPTION
 FD1270
 FD1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1270'IN BRITTS LANDING.
 FD1270'ALONG THE EAST BANK OF THE TENNESSEE RIVER, ABOUT 0.3 MILE
 FD1270'DOWNSTREAM FROM BRITTS LANDING, AT TENNESSEE RIVER MILE 121.9,
 FD1270'ON THE SOUTH BANK OF THE FIRST STREAM THAT FLOWS INTO THE RIVER
 FD1270'NORTH OF BRITTS LANDING, SET VERTICALLY IN THE EAST WALL OF THE
 FD1270'6 BY 6-FOOT CONCRETE BLOCK RIVER GAGE HOUSE, 0.4 FOOT NORTH OF
 FD1270'THE SOUTHEAST CORNER OF THE BUILDING, 1 1/2 FEET ABOVE THE GROUND.
 FD1270
 FD1270                          STATION RECOVERY (1973)
 FD1270
 FD1270'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1043 ***********************************************************************
 FD1043  DESIGNATION -  Q 171
 FD1043  PID         -  FD1043
 FD1043  STATE/COUNTY-  TN/WAYNE
 FD1043  USGS QUAD   -  CLIFTON (1972)
 FD1043
 FD1043                         *CURRENT SURVEY CONTROL
 FD1043  ___________________________________________________________________
 FD1043* NAD 83(1986)-  35 23 16.     (N)    087 57 58.     (W)     SCALED    
 FD1043* NAVD 88     -       122.645  (meters)     402.38   (feet)  ADJUSTED  
 FD1043  ___________________________________________________________________
 FD1043  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD1043  DYNAMIC HT  -         122.532 (meters)     402.01  (feet)  COMP
 FD1043  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FD1043
 FD1043  VERT ORDER  -  FIRST     CLASS II
 FD1043
 FD1043.This mark is at Hassell Field Airport (M29)
 FD1043
 FD1043.The horizontal coordinates were scaled from a topographic map and have
 FD1043.an estimated accuracy of +/- 6 seconds.
 FD1043
 FD1043.The orthometric height was determined by differential leveling
 FD1043.and adjusted by the National Geodetic Survey in June 1991..
 FD1043
 FD1043.The geoid height was determined by GEOID03.
 FD1043
 FD1043.The dynamic height is computed by dividing the NAVD 88
 FD1043.geopotential number by the normal gravity value computed on the
 FD1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1043.degrees latitude (g = 980.6199 gals.).
 FD1043
 FD1043.The modeled gravity was interpolated from observed gravity values.
 FD1043
 FD1043;                    North         East    Units  Estimated Accuracy
 FD1043;SPC TN       -   118,790.      421,380.      MT  (+/- 180 meters Scaled)
 FD1043
 FD1043                          SUPERSEDED SURVEY CONTROL
 FD1043
 FD1043  NGVD 29 (??/??/92)  122.654  (m)          402.41   (f) ADJ UNCH    1 2
 FD1043
 FD1043.Superseded values are not recommended for survey control.
 FD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1043.See file dsdata.txt to determine how the superseded data were derived.
 FD1043
 FD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE122164(NAD 83)
 FD1043_MARKER: DD = SURVEY DISK
 FD1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1043_STAMPING: Q 171 1947
 FD1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1043+STABILITY: SURFACE MOTION
 FD1043
 FD1043  HISTORY     - Date     Condition        Report By
 FD1043  HISTORY     - 1947     MONUMENTED       TVA
 FD1043  HISTORY     - 1950     GOOD             NGS
 FD1043  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1043
 FD1043                          STATION DESCRIPTION
 FD1043
 FD1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1043'1.4 MI NE FROM CLIFTON.
 FD1043'1.4 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE HOTEL
 FD1043'AT CLIFTON, THENCE 0.4 MILE EAST ALONG A GRAVEL ROAD, AT CLIFTON
 FD1043'AIRPORT, AT THE NORTHEAST CORNER OF THE NORTH-AND-SOUTH RUNWAY,
 FD1043'57 FEET EAST OF THE CENTERLINE OF THE RUNWAY, 29 FEET SOUTH OF THE
 FD1043'CENTERLINE OF THE EAST-AND-WEST GRAVEL ROAD, 2 FEET SOUTH OF THE
 FD1043'NORTH BOUNDARY FENCE, 2 FEET SOUTH OF A STEEL POST WITH A
 FD1043'CONTROL-MARKER SIGN, AND ABOUT 1 FOOT HIGHER THAN THE RUNWAY.  A
 FD1043'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED Q 171 1947 AND
 FD1043'SET IN THE TOP OF A CONCRETE POST.
 FD1043
 FD1043                          STATION RECOVERY (2002)
 FD1043
 FD1043'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1043'PRESUMABLY DESTROYRD BY EXTENSION OF RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1350 ***********************************************************************
 GC1350  DESIGNATION -  Q 172
 GC1350  PID         -  GC1350
 GC1350  STATE/COUNTY-  TN/DICKSON
 GC1350  USGS QUAD   -  BURNS (1986)
 GC1350
 GC1350                         *CURRENT SURVEY CONTROL
 GC1350  ___________________________________________________________________
 GC1350* NAD 83(1986)-  36 03 24.     (N)    087 19 54.     (W)     SCALED    
 GC1350* NAVD 88     -       255.394  (meters)     837.91   (feet)  ADJUSTED  
 GC1350  ___________________________________________________________________
 GC1350  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1350  DYNAMIC HT  -         255.170 (meters)     837.17  (feet)  COMP
 GC1350  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GC1350
 GC1350  VERT ORDER  -  FIRST     CLASS II
 GC1350
 GC1350.The horizontal coordinates were scaled from a topographic map and have
 GC1350.an estimated accuracy of +/- 6 seconds.
 GC1350
 GC1350.The orthometric height was determined by differential leveling
 GC1350.and adjusted by the National Geodetic Survey in June 1991..
 GC1350
 GC1350.The geoid height was determined by GEOID03.
 GC1350
 GC1350.The dynamic height is computed by dividing the NAVD 88
 GC1350.geopotential number by the normal gravity value computed on the
 GC1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1350.degrees latitude (g = 980.6199 gals.).
 GC1350
 GC1350.The modeled gravity was interpolated from observed gravity values.
 GC1350
 GC1350;                    North         East    Units  Estimated Accuracy
 GC1350;SPC TN       -   192,020.      480,030.      MT  (+/- 180 meters Scaled)
 GC1350
 GC1350                          SUPERSEDED SURVEY CONTROL
 GC1350
 GC1350  NGVD 29 (??/??/92)  255.388  (m)          837.89   (f) ADJ UNCH    1 2
 GC1350
 GC1350.Superseded values are not recommended for survey control.
 GC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1350.See file dsdata.txt to determine how the superseded data were derived.
 GC1350
 GC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701902(NAD 83)
 GC1350_MARKER: DB = BENCH MARK DISK
 GC1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1350_SP_SET: CULVERT
 GC1350_STAMPING: Q 172 1948
 GC1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1350
 GC1350  HISTORY     - Date     Condition        Report By
 GC1350  HISTORY     - 1948     MONUMENTED       CGS
 GC1350
 GC1350                          STATION DESCRIPTION
 GC1350
 GC1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1350'1 MI W FROM BURNS.
 GC1350'1.0 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1350'RAILWAY FROM THE STATION AT BURNS, ABOUT 5 1/2 RAILS EAST OF
 GC1350'MILE POST 38, OPPOSITE POLE NO. 37+40, SET IN THE TOP OF THE
 GC1350'EAST END OF THE SOUTH HEAD WALL OF A CONCRETE BOX CULVERT, 25.5
 GC1350'FEET SOUTH OF THE SOUTH RAIL, ON THE OUTSIDE OF A CURVE AND
 GC1350'ABOUT 8 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0307 ***********************************************************************
 GD0307  DESIGNATION -  Q 174
 GD0307  PID         -  GD0307
 GD0307  STATE/COUNTY-  TN/OBION
 GD0307  USGS QUAD   -  MC CONNELL (1983)
 GD0307
 GD0307                         *CURRENT SURVEY CONTROL
 GD0307  ___________________________________________________________________
 GD0307* NAD 83(1986)-  36 26 27.     (N)    088 50 55.     (W)     SCALED    
 GD0307* NAVD 88     -       114.969  (meters)     377.19   (feet)  ADJUSTED  
 GD0307  ___________________________________________________________________
 GD0307  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0307  DYNAMIC HT  -         114.877 (meters)     376.89  (feet)  COMP
 GD0307  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GD0307
 GD0307  VERT ORDER  -  FIRST     CLASS II
 GD0307
 GD0307.The horizontal coordinates were scaled from a topographic map and have
 GD0307.an estimated accuracy of +/- 6 seconds.
 GD0307
 GD0307.The orthometric height was determined by differential leveling
 GD0307.and adjusted by the National Geodetic Survey in June 1991..
 GD0307
 GD0307.The geoid height was determined by GEOID03.
 GD0307
 GD0307.The dynamic height is computed by dividing the NAVD 88
 GD0307.geopotential number by the normal gravity value computed on the
 GD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0307.degrees latitude (g = 980.6199 gals.).
 GD0307
 GD0307.The modeled gravity was interpolated from observed gravity values.
 GD0307
 GD0307;                    North         East    Units  Estimated Accuracy
 GD0307;SPC TN       -   237,550.      344,630.      MT  (+/- 180 meters Scaled)
 GD0307
 GD0307                          SUPERSEDED SURVEY CONTROL
 GD0307
 GD0307  NGVD 29 (??/??/??)  114.958  (m)          377.16   (f) ADJUSTED    1 2
 GD0307
 GD0307.Superseded values are not recommended for survey control.
 GD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0307.See file dsdata.txt to determine how the superseded data were derived.
 GD0307
 GD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF343344(NAD 83)
 GD0307_MARKER: DB = BENCH MARK DISK
 GD0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0307_STAMPING: Q 174 1948
 GD0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0307+STABILITY: SURFACE MOTION
 GD0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0307+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0307
 GD0307  HISTORY     - Date     Condition        Report By
 GD0307  HISTORY     - 1948     MONUMENTED       CGS
 GD0307  HISTORY     - 1967     GOOD             CGS
 GD0307  HISTORY     - 20020820 GOOD             USACE
 GD0307
 GD0307                          STATION DESCRIPTION
 GD0307
 GD0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0307'6.6 MI N FROM MARTIN.
 GD0307'THE MARK IS ABOUT 6.6 MILES NORTH ALONG THE ILLINOIS CENTRAL
 GD0307'RAILROAD FROM THE UNION STATION AT MARTIN, ABOUT 0.1 MILE NORTH
 GD0307'OF MILEPOST C 411, AT A PUBLIC GRAVELED ROAD CROSSING, ABOUT 50
 GD0307'YARDS NORTH OF BLOCK SIGNAL NO. 410/9, 43 FEET EAST OF THE EAST
 GD0307'RAIL, 34 FEET NORTHWEST OF THE CROSSING SIGN, 28 FEET NORTH OF THE
 GD0307'APPROXIMATE CENTER OF THE GRAVELED ROAD, 6.5 FEET NORTH OF A
 GD0307'FENCE CORNER, 1.8 FEET WEST OF A FENCE, AND 0.7 OF A FOOT SOUTH
 GD0307'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK
 GD0307'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD0307'PROJECTS 5 INCHES AND THE DISK IS STAMPED Q 174 1948.
 GD0307
 GD0307                          STATION RECOVERY (2002)
 GD0307
 GD0307'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0307'GRAVEL ROAD CROSSING IS NOW PAVED AND NAMED EAST EALNUT GROVE CHURCH
 GD0307'RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1215 ***********************************************************************
 FD1215  DESIGNATION -  Q 175
 FD1215  PID         -  FD1215
 FD1215  STATE/COUNTY-  TN/PERRY
 FD1215  USGS QUAD   -  GRAVES SPRING (1968)
 FD1215
 FD1215                         *CURRENT SURVEY CONTROL
 FD1215  ___________________________________________________________________
 FD1215* NAD 83(1986)-  35 34 01.     (N)    087 42 20.     (W)     SCALED    
 FD1215* NAVD 88     -       268.103  (meters)     879.60   (feet)  ADJUSTED  
 FD1215  ___________________________________________________________________
 FD1215  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1215  DYNAMIC HT  -         267.854 (meters)     878.78  (feet)  COMP
 FD1215  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FD1215
 FD1215  VERT ORDER  -  FIRST     CLASS II
 FD1215
 FD1215.The horizontal coordinates were scaled from a topographic map and have
 FD1215.an estimated accuracy of +/- 6 seconds.
 FD1215
 FD1215.The orthometric height was determined by differential leveling
 FD1215.and adjusted by the National Geodetic Survey in June 1991..
 FD1215
 FD1215.The geoid height was determined by GEOID03.
 FD1215
 FD1215.The dynamic height is computed by dividing the NAVD 88
 FD1215.geopotential number by the normal gravity value computed on the
 FD1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1215.degrees latitude (g = 980.6199 gals.).
 FD1215
 FD1215.The modeled gravity was interpolated from observed gravity values.
 FD1215
 FD1215;                    North         East    Units  Estimated Accuracy
 FD1215;SPC TN       -   138,220.      445,400.      MT  (+/- 180 meters Scaled)
 FD1215
 FD1215                          SUPERSEDED SURVEY CONTROL
 FD1215
 FD1215  NGVD 29 (??/??/92)  268.086  (m)          879.55   (f) ADJ UNCH    1 2
 FD1215
 FD1215.Superseded values are not recommended for survey control.
 FD1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1215.See file dsdata.txt to determine how the superseded data were derived.
 FD1215
 FD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE360361(NAD 83)
 FD1215_MARKER: DB = BENCH MARK DISK
 FD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1215_STAMPING: Q 175 1949
 FD1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1215+STABILITY: SURFACE MOTION
 FD1215
 FD1215  HISTORY     - Date     Condition        Report By
 FD1215  HISTORY     - 1949     MONUMENTED       CGS
 FD1215  HISTORY     - 1953     GOOD             NGS
 FD1215
 FD1215                          STATION DESCRIPTION
 FD1215
 FD1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1215'10 MI W FROM HOHENWALD.
 FD1215'ABOUT 10.05 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1215'NATIONAL BANK AT HOHENWALD, ABOUT 10.95 MILES EAST OF THE COURT
 FD1215'HOUSE AT LINDEN, ABOUT 0.1 MILE WEST OF A DRIVE TO A SMALL HOUSE
 FD1215'AND A PEACH ORCHARD, AT THE EAST END OF A CURVED 6-FOOT CUT,
 FD1215'AT THE JUNCTION OF A TRAIL SOUTHWEST, 17 FEET SOUTHEAST OF THE
 FD1215'CENTER LINE OF THE TRAIL, 59 FEET SOUTHWEST OF THE CENTER LINE OF
 FD1215'THE HIGHWAY, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FD1215'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FD1215'PROJECTING 5 INCHES.
 FD1215
 FD1215                          STATION RECOVERY (1953)
 FD1215
 FD1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0872 ***********************************************************************
 FD0872  DESIGNATION -  Q 176
 FD0872  PID         -  FD0872
 FD0872  STATE/COUNTY-  TN/LEWIS
 FD0872  USGS QUAD   -  HENRYVILLE (1976)
 FD0872
 FD0872                         *CURRENT SURVEY CONTROL
 FD0872  ___________________________________________________________________
 FD0872* NAD 83(1986)-  35 29 53.     (N)    087 24 07.     (W)     SCALED    
 FD0872* NAVD 88     -       301.027  (meters)     987.62   (feet)  ADJUSTED  
 FD0872  ___________________________________________________________________
 FD0872  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0872  DYNAMIC HT  -         300.750 (meters)     986.71  (feet)  COMP
 FD0872  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FD0872
 FD0872  VERT ORDER  -  FIRST     CLASS II
 FD0872
 FD0872.The horizontal coordinates were scaled from a topographic map and have
 FD0872.an estimated accuracy of +/- 6 seconds.
 FD0872
 FD0872.The orthometric height was determined by differential leveling
 FD0872.and adjusted by the National Geodetic Survey in June 1991..
 FD0872
 FD0872.The geoid height was determined by GEOID03.
 FD0872
 FD0872.The dynamic height is computed by dividing the NAVD 88
 FD0872.geopotential number by the normal gravity value computed on the
 FD0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0872.degrees latitude (g = 980.6199 gals.).
 FD0872
 FD0872.The modeled gravity was interpolated from observed gravity values.
 FD0872
 FD0872;                    North         East    Units  Estimated Accuracy
 FD0872;SPC TN       -   130,140.      472,810.      MT  (+/- 180 meters Scaled)
 FD0872
 FD0872                          SUPERSEDED SURVEY CONTROL
 FD0872
 FD0872  NGVD 29 (??/??/92)  301.000  (m)          987.53   (f) ADJ UNCH    1 2
 FD0872
 FD0872.Superseded values are not recommended for survey control.
 FD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0872.See file dsdata.txt to determine how the superseded data were derived.
 FD0872
 FD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE635283(NAD 83)
 FD0872_MARKER: DB = BENCH MARK DISK
 FD0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0872_STAMPING: Q 176 1949
 FD0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0872+STABILITY: SURFACE MOTION
 FD0872
 FD0872  HISTORY     - Date     Condition        Report By
 FD0872  HISTORY     - 1949     MONUMENTED       CGS
 FD0872  HISTORY     - 1972     GOOD             TVA
 FD0872
 FD0872                          STATION DESCRIPTION
 FD0872
 FD0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0872'10.8 MI E FROM HOHENWALD.
 FD0872'ABOUT 10.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0872'NATIONAL BANK AT HOHENWALD, ABOUT 1.8 MILES EAST OF GARRET
 FD0872'SCHOOL, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FD0872'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD0872'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0872'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM SUMMERTOWN, LAWRENCE
 FD0872'COUNTY BY GOING ABOUT 9.35 MILES NORTHWEST ALONG STATE HIGHWAY
 FD0872'20 FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0872'AND STATION.  NOTE-- 97.0 FEET EAST OF POWER POLE 152 1/2,
 FD0872'POLE BEING ON NW SIDE OF HIGHWAY, 24.2 FEET SW OF 10 INCH RED OAK
 FD0872'PLACED NEW STEEL POST 2 FEET SOUTH OF MONUMENT.
 FD0872
 FD0872                          STATION RECOVERY (1972)
 FD0872
 FD0872'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0293 ***********************************************************************
 GD0293  DESIGNATION -  Q 177
 GD0293  PID         -  GD0293
 GD0293  STATE/COUNTY-  TN/WEAKLEY
 GD0293  USGS QUAD   -  DRESDEN (1981)
 GD0293
 GD0293                         *CURRENT SURVEY CONTROL
 GD0293  ___________________________________________________________________
 GD0293* NAD 83(1986)-  36 17 36.     (N)    088 37 34.     (W)     SCALED    
 GD0293* NAVD 88     -       121.177  (meters)     397.56   (feet)  ADJUSTED  
 GD0293  ___________________________________________________________________
 GD0293  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0293  DYNAMIC HT  -         121.078 (meters)     397.24  (feet)  COMP
 GD0293  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GD0293
 GD0293  VERT ORDER  -  FIRST     CLASS II
 GD0293
 GD0293.The horizontal coordinates were scaled from a topographic map and have
 GD0293.an estimated accuracy of +/- 6 seconds.
 GD0293
 GD0293.The orthometric height was determined by differential leveling
 GD0293.and adjusted by the National Geodetic Survey in June 1991..
 GD0293
 GD0293.The geoid height was determined by GEOID03.
 GD0293
 GD0293.The dynamic height is computed by dividing the NAVD 88
 GD0293.geopotential number by the normal gravity value computed on the
 GD0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0293.degrees latitude (g = 980.6199 gals.).
 GD0293
 GD0293.The modeled gravity was interpolated from observed gravity values.
 GD0293
 GD0293;                    North         East    Units  Estimated Accuracy
 GD0293;SPC TN       -   220,630.      364,130.      MT  (+/- 180 meters Scaled)
 GD0293
 GD0293                          SUPERSEDED SURVEY CONTROL
 GD0293
 GD0293  NGVD 29 (??/??/??)  121.208  (m)          397.66   (f) ADJUSTED    1 2
 GD0293
 GD0293.Superseded values are not recommended for survey control.
 GD0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0293.See file dsdata.txt to determine how the superseded data were derived.
 GD0293
 GD0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF539177(NAD 83)
 GD0293_MARKER: DB = BENCH MARK DISK
 GD0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0293_SP_SET: CULVERT
 GD0293_STAMPING: Q 177 1949
 GD0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0293+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0293
 GD0293  HISTORY     - Date     Condition        Report By
 GD0293  HISTORY     - 1949     MONUMENTED       CGS
 GD0293  HISTORY     - 1967     GOOD             CGS
 GD0293  HISTORY     - 20020827 GOOD             USACE
 GD0293
 GD0293                          STATION DESCRIPTION
 GD0293
 GD0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0293'4.6 MI E FROM DRESDEN.
 GD0293'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0293'HOUSE AT DRESDEN, AT THE BOTTOM OF A GRADE DECENDING WEST, ABOUT
 GD0293'0.1 MILE EAST OF A HIGHWAY BRIDGE, AT THE JUNCTION OF A GRAVEL
 GD0293'ROAD NORTH, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 GD0293'50 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, SET IN THE TOP
 GD0293'OF THE EAST END OF THE NORTH HEAD WALL OF A 6-FOOT CONCRETE
 GD0293'CULVERT, 1 FOOT WEST OF THE EAST END OF THE HEAD WALL AND ABOUT
 GD0293'7 FEET BELOW THE HIGHWAY.
 GD0293
 GD0293                          STATION RECOVERY (1967)
 GD0293
 GD0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0293'RECOVERED IN GOOD CONDITION.
 GD0293
 GD0293                          STATION RECOVERY (2002)
 GD0293
 GD0293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0293'GRAVEL RD. LEADING NORTH IS NOW SHUFF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0204 ***********************************************************************
 FD0204  CBN         -  This is a Cooperative Base Network Control Station.
 FD0204  DESIGNATION -  Q 178
 FD0204  PID         -  FD0204
 FD0204  STATE/COUNTY-  TN/FRANKLIN
 FD0204  USGS QUAD   -  BELVIDERE (1982)
 FD0204
 FD0204                         *CURRENT SURVEY CONTROL
 FD0204  ___________________________________________________________________
 FD0204* NAD 83(1995)-  35 08 32.54915(N)    086 11 12.00557(W)     ADJUSTED  
 FD0204* NAVD 88     -       319.016  (meters)    1046.64   (feet)  ADJUSTED  
 FD0204  ___________________________________________________________________
 FD0204  X           -     347,267.316 (meters)                     COMP
 FD0204  Y           -  -5,210,027.746 (meters)                     COMP
 FD0204  Z           -   3,650,961.442 (meters)                     COMP
 FD0204  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FD0204  ELLIP HEIGHT-         290.18  (meters)          (08/03/04) GPS OBS
 FD0204  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0204  DYNAMIC HT  -         318.703 (meters)    1045.61  (feet)  COMP
 FD0204  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 FD0204
 FD0204  HORZ ORDER  -  A
 FD0204  VERT ORDER  -  FIRST     CLASS II
 FD0204  ELLP ORDER  -  FOURTH    CLASS I
 FD0204
 FD0204.The horizontal coordinates were established by GPS observations
 FD0204.and adjusted by the National Geodetic Survey in August 2004..
 FD0204
 FD0204.The orthometric height was determined by differential leveling
 FD0204.and adjusted by the National Geodetic Survey in June 1991..
 FD0204
 FD0204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0204
 FD0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0204
 FD0204.The ellipsoidal height was determined by GPS observations
 FD0204.and is referenced to NAD 83.
 FD0204
 FD0204.The geoid height was determined by GEOID03.
 FD0204
 FD0204.The dynamic height is computed by dividing the NAVD 88
 FD0204.geopotential number by the normal gravity value computed on the
 FD0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0204.degrees latitude (g = 980.6199 gals.).
 FD0204
 FD0204.The modeled gravity was interpolated from observed gravity values.
 FD0204
 FD0204;                    North         East     Units Scale Factor Converg.
 FD0204;SPC TN       -    89,780.254   582,988.627   MT  1.00002074   -0 06 33.4
 FD0204;SPC TN       -   294,554.05  1,912,688.52   sFT  1.00002074   -0 06 33.4
 FD0204;UTM  16      - 3,889,134.775   574,089.934   MT  0.99966765   +0 28 05.5
 FD0204
 FD0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0204!SPC TN       -   0.99995445  x   1.00002074  =   0.99997519
 FD0204!UTM  16      -   0.99995445  x   0.99966765  =   0.99962212
 FD0204
 FD0204                          SUPERSEDED SURVEY CONTROL
 FD0204
 FD0204  NAVD 88 (02/01/05)  318.88   (m)         1046.2    (f) LEVELING    3  
 FD0204  NAVD 88 (08/03/04)  319.02   (m)         1046.7    (f) LEVELING    3  
 FD0204  NGVD 29 (??/??/92)  318.984  (m)         1046.53   (f) ADJ UNCH    1 2
 FD0204
 FD0204.Superseded values are not recommended for survey control.
 FD0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0204.See file dsdata.txt to determine how the superseded data were derived.
 FD0204
 FD0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7409089135(NAD 83)
 FD0204_MARKER: DB = BENCH MARK DISK
 FD0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0204_STAMPING: Q 178 1949
 FD0204_MARK LOGO: CGS   
 FD0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0204+STABILITY: SURFACE MOTION
 FD0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0204+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0204
 FD0204  HISTORY     - Date     Condition        Report By
 FD0204  HISTORY     - 1949     MONUMENTED       CGS
 FD0204  HISTORY     - 20031010 GOOD             TNDT
 FD0204
 FD0204                          STATION DESCRIPTION
 FD0204
 FD0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0204'1.4 MI NE FROM BELVIDERE.
 FD0204'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0204'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0204'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.05 MILE WEST
 FD0204'ALONG A GRAVEL ROAD, AT A HOUSE NORTH OF ROAD, ABOUT 300 FEET
 FD0204'WEST OF THE JUNCTION OF THE NORTH-SOUTH ROAD, 87 1/2 FEET
 FD0204'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 50 FEET EAST
 FD0204'OF THE CENTER OF A CONCRETE WALK LEADING TO HOUSE, 28 FEET
 FD0204'NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF A FENCE
 FD0204'CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF
 FD0204'A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 FD0204'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0204
 FD0204                          STATION RECOVERY (2003)
 FD0204
 FD0204'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0348 ***********************************************************************
 FD0348  DESIGNATION -  Q 179
 FD0348  PID         -  FD0348
 FD0348  STATE/COUNTY-  TN/LINCOLN
 FD0348  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0348
 FD0348                         *CURRENT SURVEY CONTROL
 FD0348  ___________________________________________________________________
 FD0348* NAD 83(1986)-  35 09 34.     (N)    086 33 12.     (W)     SCALED    
 FD0348* NAVD 88     -       209.507  (meters)     687.36   (feet)  ADJUSTED  
 FD0348  ___________________________________________________________________
 FD0348  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0348  DYNAMIC HT  -         209.313 (meters)     686.72  (feet)  COMP
 FD0348  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD0348
 FD0348  VERT ORDER  -  FIRST     CLASS II
 FD0348
 FD0348.The horizontal coordinates were scaled from a topographic map and have
 FD0348.an estimated accuracy of +/- 6 seconds.
 FD0348
 FD0348.The orthometric height was determined by differential leveling
 FD0348.and adjusted by the National Geodetic Survey in June 1991..
 FD0348
 FD0348.The geoid height was determined by GEOID03.
 FD0348
 FD0348.The dynamic height is computed by dividing the NAVD 88
 FD0348.geopotential number by the normal gravity value computed on the
 FD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0348.degrees latitude (g = 980.6199 gals.).
 FD0348
 FD0348.The modeled gravity was interpolated from observed gravity values.
 FD0348
 FD0348;                    North         East    Units  Estimated Accuracy
 FD0348;SPC TN       -    91,800.      549,590.      MT  (+/- 180 meters Scaled)
 FD0348
 FD0348                          SUPERSEDED SURVEY CONTROL
 FD0348
 FD0348  NGVD 29 (??/??/92)  209.490  (m)          687.30   (f) ADJ UNCH    1 2
 FD0348
 FD0348.Superseded values are not recommended for survey control.
 FD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0348.See file dsdata.txt to determine how the superseded data were derived.
 FD0348
 FD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED406908(NAD 83)
 FD0348_MARKER: DB = BENCH MARK DISK
 FD0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0348_SP_SET: BRIDGE
 FD0348_STAMPING: Q 179 1949
 FD0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0348
 FD0348  HISTORY     - Date     Condition        Report By
 FD0348  HISTORY     - 1949     MONUMENTED       CGS
 FD0348
 FD0348                          STATION DESCRIPTION
 FD0348
 FD0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0348'0.6 MI NE FROM FAYETTEVILLE.
 FD0348'0.6 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0348'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE,
 FD0348'AT A PRIVATE ROAD CROSSING, SET IN THE TOP OF THE NORTHEAST END
 FD0348'OF THE SOUTHEAST CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BRIDGE,
 FD0348'36 FEET NORTHEAST OF THE CENTER OF THE PRIVATE ROAD CROSSING,
 FD0348'5.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT
 FD0348'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0227 ***********************************************************************
 GD0227  DESIGNATION -  Q 18
 GD0227  PID         -  GD0227
 GD0227  STATE/COUNTY-  TN/HENRY
 GD0227  USGS QUAD   -  MANSFIELD (1985)
 GD0227
 GD0227                         *CURRENT SURVEY CONTROL
 GD0227  ___________________________________________________________________
 GD0227* NAD 83(1986)-  36 11 37.     (N)    088 17 45.     (W)     SCALED    
 GD0227* NAVD 88     -       145.830  (meters)     478.44   (feet)  ADJUSTED  
 GD0227  ___________________________________________________________________
 GD0227  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0227  DYNAMIC HT  -         145.710 (meters)     478.05  (feet)  COMP
 GD0227  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GD0227
 GD0227  VERT ORDER  -  FIRST     CLASS II
 GD0227
 GD0227.The horizontal coordinates were scaled from a topographic map and have
 GD0227.an estimated accuracy of +/- 6 seconds.
 GD0227
 GD0227.The orthometric height was determined by differential leveling
 GD0227.and adjusted by the National Geodetic Survey in June 1991..
 GD0227
 GD0227.The geoid height was determined by GEOID03.
 GD0227
 GD0227.The dynamic height is computed by dividing the NAVD 88
 GD0227.geopotential number by the normal gravity value computed on the
 GD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0227.degrees latitude (g = 980.6199 gals.).
 GD0227
 GD0227.The modeled gravity was interpolated from observed gravity values.
 GD0227
 GD0227;                    North         East    Units  Estimated Accuracy
 GD0227;SPC TN       -   208,820.      393,530.      MT  (+/- 180 meters Scaled)
 GD0227
 GD0227                          SUPERSEDED SURVEY CONTROL
 GD0227
 GD0227  NGVD 29 (??/??/??)  145.864  (m)          478.56   (f) ADJUSTED    1 2
 GD0227
 GD0227.Superseded values are not recommended for survey control.
 GD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0227.See file dsdata.txt to determine how the superseded data were derived.
 GD0227
 GD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF834062(NAD 83)
 GD0227_MARKER: DB = BENCH MARK DISK
 GD0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0227_STAMPING: 478.769 Q 18 1934
 GD0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0227+STABILITY: SURFACE MOTION
 GD0227
 GD0227  HISTORY     - Date     Condition        Report By
 GD0227  HISTORY     - 1934     MONUMENTED       CGS
 GD0227  HISTORY     - 1935     GOOD             CGS
 GD0227  HISTORY     - 1971     GOOD             NGS
 GD0227
 GD0227                          STATION DESCRIPTION
 GD0227
 GD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0227'1.6 MI N FROM MANSFIELD.
 GD0227'1.6 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0227'RAILWAY FROM MANSFIELD, HENRY COUNTY, 12 POLES SOUTH OF MILEPOST
 GD0227'73, 8 RAILS NORTHEAST OF A ROAD CROSSING, 30 FEET SOUTHEAST OF
 GD0227'THE TRACK, AND 25 FEET NORTHWEST OF A SIDE ROAD.  A STANDARD
 GD0227'DISK, STAMPED 478.769 Q 18 1934 AND SET IN THE TOP OF A CONCRETE
 GD0227'POST.
 GD0227
 GD0227                          STATION RECOVERY (1971)
 GD0227
 GD0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0836 ***********************************************************************
 FD0836  DESIGNATION -  Q 180
 FD0836  PID         -  FD0836
 FD0836  STATE/COUNTY-  TN/LEWIS
 FD0836  USGS QUAD   -  SUMMERTOWN (1976)
 FD0836
 FD0836                         *CURRENT SURVEY CONTROL
 FD0836  ___________________________________________________________________
 FD0836* NAD 83(1986)-  35 27 26.     (N)    087 18 54.     (W)     SCALED    
 FD0836* NAVD 88     -       278.793  (meters)     914.67   (feet)  ADJUSTED  
 FD0836  ___________________________________________________________________
 FD0836  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0836  DYNAMIC HT  -         278.536 (meters)     913.83  (feet)  COMP
 FD0836  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD0836
 FD0836  VERT ORDER  -  FIRST     CLASS II
 FD0836
 FD0836.The horizontal coordinates were scaled from a topographic map and have
 FD0836.an estimated accuracy of +/- 6 seconds.
 FD0836
 FD0836.The orthometric height was determined by differential leveling
 FD0836.and adjusted by the National Geodetic Survey in June 1991..
 FD0836
 FD0836.The geoid height was determined by GEOID03.
 FD0836
 FD0836.The dynamic height is computed by dividing the NAVD 88
 FD0836.geopotential number by the normal gravity value computed on the
 FD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0836.degrees latitude (g = 980.6199 gals.).
 FD0836
 FD0836.The modeled gravity was interpolated from observed gravity values.
 FD0836
 FD0836;                    North         East    Units  Estimated Accuracy
 FD0836;SPC TN       -   125,500.      480,640.      MT  (+/- 180 meters Scaled)
 FD0836
 FD0836                          SUPERSEDED SURVEY CONTROL
 FD0836
 FD0836  NGVD 29 (??/??/92)  278.764  (m)          914.58   (f) ADJ UNCH    1 2
 FD0836
 FD0836.Superseded values are not recommended for survey control.
 FD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0836.See file dsdata.txt to determine how the superseded data were derived.
 FD0836
 FD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE714237(NAD 83)
 FD0836_MARKER: DB = BENCH MARK DISK
 FD0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0836_SP_SET: BRIDGE
 FD0836_STAMPING: Q 180 1949
 FD0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0836
 FD0836  HISTORY     - Date     Condition        Report By
 FD0836  HISTORY     - 1949     MONUMENTED       CGS
 FD0836  HISTORY     - 1973     GOOD             TVA
 FD0836  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0836
 FD0836                          STATION DESCRIPTION
 FD0836
 FD0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0836'2 MI NW FROM SUMMERTOWN.
 FD0836'ABOUT 2.0 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FD0836'RAILROAD FROM THE STATION AT SUMMERTOWN, AT RAILROAD BRIDGE NO.
 FD0836'38, SET IN THE TOP OF A PROTRUDING ROCK, 80.8 FEET NORTH-NORTHWEST
 FD0836'OF A TELEPHONE POLE, 20 1/2 FEET SOUTHWEST OF THE WEST END OF
 FD0836'THE SOUTH ROCK ABUTMENT OF BRIDGE 38, 19 1/2 FEET WEST OF THE
 FD0836'WEST RAIL, 28 FEET EAST OF THE R/W FENCE LINE, ABOUT LEVEL
 FD0836'WITH THE TRACK AND SET IN A DRILL HOLE.  NOTE-- STEEL POST AND
 FD0836'SURVEY SIGN SET 4 FEET WEST.
 FD0836
 FD0836                          STATION RECOVERY (1973)
 FD0836
 FD0836'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0836'RECOVERED IN GOOD CONDITION.
 FD0836
 FD0836                          STATION RECOVERY (1983)
 FD0836
 FD0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0836'NOT RECOVERED, INACCESSIBLE TO LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1412 ***********************************************************************
 GC1412  DESIGNATION -  Q 181
 GC1412  PID         -  GC1412
 GC1412  STATE/COUNTY-  TN/CHEATHAM
 GC1412  USGS QUAD   -  ASHLAND CITY (1987)
 GC1412
 GC1412                         *CURRENT SURVEY CONTROL
 GC1412  ___________________________________________________________________
 GC1412* NAD 83(1986)-  36 17 34.     (N)    087 05 47.     (W)     SCALED    
 GC1412* NAVD 88     -       124.334  (meters)     407.92   (feet)  ADJUSTED  
 GC1412  ___________________________________________________________________
 GC1412  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1412  DYNAMIC HT  -         124.229 (meters)     407.57  (feet)  COMP
 GC1412  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GC1412
 GC1412  VERT ORDER  -  FIRST     CLASS II
 GC1412
 GC1412.The horizontal coordinates were scaled from a topographic map and have
 GC1412.an estimated accuracy of +/- 6 seconds.
 GC1412
 GC1412.The orthometric height was determined by differential leveling
 GC1412.and adjusted by the National Geodetic Survey in June 1991..
 GC1412
 GC1412.The geoid height was determined by GEOID03.
 GC1412
 GC1412.The dynamic height is computed by dividing the NAVD 88
 GC1412.geopotential number by the normal gravity value computed on the
 GC1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1412.degrees latitude (g = 980.6199 gals.).
 GC1412
 GC1412.The modeled gravity was interpolated from observed gravity values.
 GC1412
 GC1412;                    North         East    Units  Estimated Accuracy
 GC1412;SPC TN       -   217,950.      501,520.      MT  (+/- 180 meters Scaled)
 GC1412
 GC1412                          SUPERSEDED SURVEY CONTROL
 GC1412
 GC1412  NGVD 29 (??/??/92)  124.384  (m)          408.08   (f) ADJ UNCH    1 2
 GC1412
 GC1412.Superseded values are not recommended for survey control.
 GC1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1412.See file dsdata.txt to determine how the superseded data were derived.
 GC1412
 GC1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF913164(NAD 83)
 GC1412_MARKER: DB = BENCH MARK DISK
 GC1412_SETTING: 66 = SET IN ROCK OUTCROP
 GC1412_SP_SET: ROCK CUT
 GC1412_STAMPING: Q 181 1949
 GC1412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1412+STABILITY: POSITION/ELEVATION WELL
 GC1412
 GC1412  HISTORY     - Date     Condition        Report By
 GC1412  HISTORY     - 1949     MONUMENTED       CGS
 GC1412  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1412
 GC1412                          STATION DESCRIPTION
 GC1412
 GC1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1412'1.8 MI NW FROM ASHLAND CITY.
 GC1412'1.8 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1412'THE STATION AT ASHLAND CITY, ABOUT 152 YARDS NORTHWEST OF
 GC1412'MILE POST H 31, 110 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 GC1412'TRESTLE NO. 31-11, SET VERTICALLY IN THE SMOOTH SOUTHWEST FACE
 GC1412'OF A LAYER OF ROCK AT THE BOTTOM OF A HIGH ROCK CUT, 10 FEET
 GC1412'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT ABOVE THE
 GC1412'TRACK.
 GC1412
 GC1412                          STATION RECOVERY (1984)
 GC1412
 GC1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1412'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1255 ***********************************************************************
 GC1255  DESIGNATION -  Q 182
 GC1255  PID         -  GC1255
 GC1255  STATE/COUNTY-  TN/MONTGOMERY
 GC1255  USGS QUAD   -  CLARKSVILLE (1984)
 GC1255
 GC1255                         *CURRENT SURVEY CONTROL
 GC1255  ___________________________________________________________________
 GC1255* NAD 83(1986)-  36 31 01.     (N)    087 21 20.     (W)     SCALED    
 GC1255* NAVD 88     -       141.654  (meters)     464.74   (feet)  ADJUSTED  
 GC1255  ___________________________________________________________________
 GC1255  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1255  DYNAMIC HT  -         141.536 (meters)     464.36  (feet)  COMP
 GC1255  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC1255
 GC1255  VERT ORDER  -  FIRST     CLASS II
 GC1255
 GC1255.The horizontal coordinates were scaled from a topographic map and have
 GC1255.an estimated accuracy of +/- 6 seconds.
 GC1255
 GC1255.The orthometric height was determined by differential leveling
 GC1255.and adjusted by the National Geodetic Survey in June 1991..
 GC1255
 GC1255.The geoid height was determined by GEOID03.
 GC1255
 GC1255.The dynamic height is computed by dividing the NAVD 88
 GC1255.geopotential number by the normal gravity value computed on the
 GC1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1255.degrees latitude (g = 980.6199 gals.).
 GC1255
 GC1255.The modeled gravity was interpolated from observed gravity values.
 GC1255
 GC1255;                    North         East    Units  Estimated Accuracy
 GC1255;SPC TN       -   243,120.      478,580.      MT  (+/- 180 meters Scaled)
 GC1255
 GC1255                          SUPERSEDED SURVEY CONTROL
 GC1255
 GC1255  NGVD 29 (??/??/92)  141.718  (m)          464.95   (f) ADJ UNCH    1 2
 GC1255
 GC1255.Superseded values are not recommended for survey control.
 GC1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1255.See file dsdata.txt to determine how the superseded data were derived.
 GC1255
 GC1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF681413(NAD 83)
 GC1255_MARKER: DB = BENCH MARK DISK
 GC1255_SETTING: 66 = SET IN ROCK OUTCROP
 GC1255_SP_SET: ROCK CUT
 GC1255_STAMPING: Q 182 1949
 GC1255_MARK LOGO: CGS   
 GC1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1255+STABILITY: POSITION/ELEVATION WELL
 GC1255
 GC1255  HISTORY     - Date     Condition        Report By
 GC1255  HISTORY     - 1949     MONUMENTED       CGS
 GC1255  HISTORY     - 1957     GOOD             NGS
 GC1255  HISTORY     - 1984     GOOD             NGS
 GC1255
 GC1255                          STATION DESCRIPTION
 GC1255
 GC1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1255'AT CLARKSVILLE.
 GC1255'AT CLARKSVILLE, ABOUT 0.9 MILE SOUTH ALONG THE TENNESSEE CENTRAL
 GC1255'RAILWAY FROM THE STATION, 177 YARDS SOUTHWEST OF THE SOUTHWEST
 GC1255'END OF TRESTLE NO. H 55-09 OVER STATE HIGHWAY 13, 59 YARDS
 GC1255'EAST-NORTHEAST OF THE CENTER OF THE EAST ROAD CROSSING OF TWO
 GC1255'ROAD CROSSINGS, SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF A
 GC1255'ROCK 6-FOOT HIGH NEAR THE SOUTHWEST END OF A ROCKY CUT, 11 FEET
 GC1255'NORTH-NORTHWEST OF THE NEAR RAIL AND ABOUT 2 FEET ABOVE THE
 GC1255'GROUND.
 GC1255
 GC1255                          STATION RECOVERY (1957)
 GC1255
 GC1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1255'RECOVERED IN GOOD CONDITION.
 GC1255
 GC1255                          STATION RECOVERY (1984)
 GC1255
 GC1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1389 ***********************************************************************
 FC1389  DESIGNATION -  Q 183
 FC1389  PID         -  FC1389
 FC1389  STATE/COUNTY-  TN/MARION
 FC1389  USGS QUAD   -  SEQUATCHIE (1982)
 FC1389
 FC1389                         *CURRENT SURVEY CONTROL
 FC1389  ___________________________________________________________________
 FC1389* NAD 83(1986)-  35 00 52.     (N)    085 33 21.     (W)     SCALED    
 FC1389* NAVD 88     -       206.200  (meters)     676.51   (feet)  ADJUSTED  
 FC1389  ___________________________________________________________________
 FC1389  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1389  DYNAMIC HT  -         205.999 (meters)     675.85  (feet)  COMP
 FC1389  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC1389
 FC1389  VERT ORDER  -  FIRST     CLASS II
 FC1389
 FC1389.The horizontal coordinates were scaled from a topographic map and have
 FC1389.an estimated accuracy of +/- 6 seconds.
 FC1389
 FC1389.The orthometric height was determined by differential leveling
 FC1389.and adjusted by the National Geodetic Survey in June 1991..
 FC1389
 FC1389.The geoid height was determined by GEOID03.
 FC1389
 FC1389.The dynamic height is computed by dividing the NAVD 88
 FC1389.geopotential number by the normal gravity value computed on the
 FC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1389.degrees latitude (g = 980.6199 gals.).
 FC1389
 FC1389.The modeled gravity was interpolated from observed gravity values.
 FC1389
 FC1389;                    North         East    Units  Estimated Accuracy
 FC1389;SPC TN       -    75,660.      640,540.      MT  (+/- 180 meters Scaled)
 FC1389
 FC1389                          SUPERSEDED SURVEY CONTROL
 FC1389
 FC1389  NGVD 29 (??/??/92)  206.200  (m)          676.51   (f) ADJ UNCH    1 2
 FC1389
 FC1389.Superseded values are not recommended for survey control.
 FC1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1389.See file dsdata.txt to determine how the superseded data were derived.
 FC1389
 FC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD317755(NAD 83)
 FC1389_MARKER: DB = BENCH MARK DISK
 FC1389_SETTING: 66 = SET IN ROCK OUTCROP
 FC1389_SP_SET: ROCK
 FC1389_STAMPING: Q 183 1950
 FC1389_MARK LOGO: CGS   
 FC1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1389+STABILITY: POSITION/ELEVATION WELL
 FC1389
 FC1389  HISTORY     - Date     Condition        Report By
 FC1389  HISTORY     - 1950     MONUMENTED       CGS
 FC1389  HISTORY     - 1963     GOOD             NGS
 FC1389  HISTORY     - 1983     GOOD             NGS
 FC1389
 FC1389                          STATION DESCRIPTION
 FC1389
 FC1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1389'0.6 MI W FROM LADDS.
 FC1389'ABOUT 0.6 MILE WESTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD
 FC1389'FROM THE NO. 156 TENNESSEE HWY. UNDERPASS IN LADDS, ABOUT 572
 FC1389'FEET WESTERLY ALONG R.R. FROM 30-INCH CONCRETE PIPE CULVERT,
 FC1389'AN ESTIMATED 100 YARDS ENE OF E END OF SHORT EASY CURVE, 61
 FC1389'FEET SW OF NO. 132/22 CREOSOTED TELEPHONE POLE, 8.1 FEET SSE
 FC1389'OF S RAIL OF MAIN LINE DOUBLE TRACKS, 0.1 FOOT LOWER THAN TOP
 FC1389'OF SAME, IN APPROXIMATE CENTER OF ONE OR TWO SQUARE FEET OF
 FC1389'SHELF-AREA ROCK, ABOUT 2 FEET ABOVE THE BOTTOM OF RAILROAD
 FC1389'SIDE DITCH.
 FC1389
 FC1389                          STATION RECOVERY (1983)
 FC1389
 FC1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1389'RECOVERED IN GOOD CONDITION.  NOTE, ADD 33.22 METERS (109.0 FT) EAST
 FC1389'OF THE FIRST POWERLINE POLE EAST OF POWERLINE POLE NUMBER 132 20.
 FC1389'THE MARK IS 0.31 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1097 ***********************************************************************
 FC1097  DESIGNATION -  Q 184
 FC1097  PID         -  FC1097
 FC1097  STATE/COUNTY-  TN/HAMILTON
 FC1097  USGS QUAD   -  DAISY (1976)
 FC1097
 FC1097                         *CURRENT SURVEY CONTROL
 FC1097  ___________________________________________________________________
 FC1097* NAD 83(1986)-  35 12 23.     (N)    085 13 16.     (W)     SCALED    
 FC1097* NAVD 88     -       208.695  (meters)     684.69   (feet)  ADJUSTED  
 FC1097  ___________________________________________________________________
 FC1097  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1097  DYNAMIC HT  -         208.488 (meters)     684.01  (feet)  COMP
 FC1097  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FC1097
 FC1097  VERT ORDER  -  FIRST     CLASS II
 FC1097
 FC1097.The horizontal coordinates were scaled from a topographic map and have
 FC1097.an estimated accuracy of +/- 6 seconds.
 FC1097
 FC1097.The orthometric height was determined by differential leveling
 FC1097.and adjusted by the National Geodetic Survey in June 1991..
 FC1097
 FC1097.The geoid height was determined by GEOID03.
 FC1097
 FC1097.The dynamic height is computed by dividing the NAVD 88
 FC1097.geopotential number by the normal gravity value computed on the
 FC1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1097.degrees latitude (g = 980.6199 gals.).
 FC1097
 FC1097.The modeled gravity was interpolated from observed gravity values.
 FC1097
 FC1097;                    North         East    Units  Estimated Accuracy
 FC1097;SPC TN       -    97,150.      670,920.      MT  (+/- 180 meters Scaled)
 FC1097
 FC1097                          SUPERSEDED SURVEY CONTROL
 FC1097
 FC1097  NGVD 29 (??/??/92)  208.740  (m)          684.84   (f) ADJ UNCH    1 2
 FC1097
 FC1097.Superseded values are not recommended for survey control.
 FC1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1097.See file dsdata.txt to determine how the superseded data were derived.
 FC1097
 FC1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD619973(NAD 83)
 FC1097_MARKER: DB = BENCH MARK DISK
 FC1097_SETTING: 66 = SET IN ROCK OUTCROP
 FC1097_SP_SET: ROCK CUT
 FC1097_STAMPING: Q 184 1950
 FC1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1097+STABILITY: POSITION/ELEVATION WELL
 FC1097
 FC1097  HISTORY     - Date     Condition        Report By
 FC1097  HISTORY     - 1950     MONUMENTED       CGS
 FC1097  HISTORY     - 1972     GOOD             TVA
 FC1097
 FC1097                          STATION DESCRIPTION
 FC1097
 FC1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1097'2.8 MI S FROM DAISY.
 FC1097'ABOUT 2.85 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1097'STATION AT DAISY, ABOUT 0.3 MILE NORTH OF THE NORTH END OF CAVE
 FC1097'SPRINGS SIDING, SET VERTICALLY NEAR THE CENTER OF A SHORT PROMINENT
 FC1097'LIMESTONE CUT, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 FC1097'NORTHEAST OF AN 8-INCH CHISELED TRIANGLE IN BOULDER AND ABOUT 1
 FC1097'FOOT ABOVE THE TRACK.
 FC1097
 FC1097                          STATION RECOVERY (1972)
 FC1097
 FC1097'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0716 ***********************************************************************
 FD0716  DESIGNATION -  Q 185
 FD0716  PID         -  FD0716
 FD0716  STATE/COUNTY-  TN/MAURY
 FD0716  USGS QUAD   -  COLUMBIA (1989)
 FD0716
 FD0716                         *CURRENT SURVEY CONTROL
 FD0716  ___________________________________________________________________
 FD0716* NAD 83(1986)-  35 35 13.     (N)    087 00 57.     (W)     SCALED    
 FD0716* NAVD 88     -       200.857  (meters)     658.98   (feet)  ADJUSTED  
 FD0716  ___________________________________________________________________
 FD0716  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0716  DYNAMIC HT  -         200.680 (meters)     658.40  (feet)  COMP
 FD0716  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 FD0716
 FD0716  VERT ORDER  -  FIRST     CLASS II
 FD0716
 FD0716.The horizontal coordinates were scaled from a topographic map and have
 FD0716.an estimated accuracy of +/- 6 seconds.
 FD0716
 FD0716.The orthometric height was determined by differential leveling
 FD0716.and adjusted by the National Geodetic Survey in June 1991..
 FD0716
 FD0716.The geoid height was determined by GEOID03.
 FD0716
 FD0716.The dynamic height is computed by dividing the NAVD 88
 FD0716.geopotential number by the normal gravity value computed on the
 FD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0716.degrees latitude (g = 980.6199 gals.).
 FD0716
 FD0716.The modeled gravity was interpolated from observed gravity values.
 FD0716
 FD0716;                    North         East    Units  Estimated Accuracy
 FD0716;SPC TN       -   139,570.      507,940.      MT  (+/- 180 meters Scaled)
 FD0716
 FD0716                          SUPERSEDED SURVEY CONTROL
 FD0716
 FD0716  NGVD 29 (??/??/92)  200.838  (m)          658.92   (f) ADJ UNCH    1 2
 FD0716
 FD0716.Superseded values are not recommended for survey control.
 FD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0716.See file dsdata.txt to determine how the superseded data were derived.
 FD0716
 FD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE985381(NAD 83)
 FD0716_MARKER: DB = BENCH MARK DISK
 FD0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0716_STAMPING: Q 185 1949
 FD0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0716+STABILITY: SURFACE MOTION
 FD0716
 FD0716  HISTORY     - Date     Condition        Report By
 FD0716  HISTORY     - 1949     MONUMENTED       CGS
 FD0716  HISTORY     - 1953     GOOD             NGS
 FD0716  HISTORY     - 1958     GOOD             TVA
 FD0716  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0716
 FD0716                          STATION DESCRIPTION
 FD0716
 FD0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0716'2 MI SE FROM COLUMBIA.
 FD0716'2.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FD0716'RAILROAD FROM THE STATION AT COLUMBIA, MAURY COUNTY, AT THE
 FD0716'OFFICE OF THE COLUMBIA LIMESTONE COMPANY, NEAR THE JUNCTION
 FD0716'OF THE OLD ABANDONED TRACK OF THE NASHVILLE, CHATTANOOGA AND
 FD0716'ST. LOUIS RAILWAY, 275 FEET NORTH-NORTHWEST OF THE CENTER OF
 FD0716'A ROAD CROSSING, 73 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FD0716'THE CONCRETE BLOCK OFFICE BUILDING, 87.5 FEET NORTH OF A POWER
 FD0716'POLE, 36 FEET WEST OF THE WEST RAIL OF THE LOUISVILLE AND
 FD0716'NASHVILLE RAILROAD, 15 FEET WEST OF THE 15TH POLE SOUTHEAST
 FD0716'OF MILEPOST 234, 1.5 FEET ABOVE THE TRACK AND SET IN THE TOP OF
 FD0716'A CONCRETE POST PROJECTING 3 INCHES.  A STANDARD DISK, STAMPED
 FD0716'Q 185 1949.  MARK IS SET 2 FEET WEST OF A SIGN.  NOTE-- MARK
 FD0716'MAY BE REACHED FROM COLUMBIA BY GOING ABOUT 3.25 MILES SOUTHEAST
 FD0716'ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE, THENCE 0.65 MILE
 FD0716'NORTHWEST ALONG A ROAD FOLLOWING OLD GRADE OF THE NASHVILLE,
 FD0716'CHATTANOOGA AND ST. LOUIS RAILWAY TO THE COLUMBIA LIMESTONE
 FD0716'COMPANY OFFICE.
 FD0716
 FD0716                          STATION RECOVERY (1958)
 FD0716
 FD0716'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FD0716'RECOVERED IN GOOD CONDITION.
 FD0716
 FD0716                          STATION RECOVERY (1984)
 FD0716
 FD0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0716'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0503 ***********************************************************************
 FD0503  DESIGNATION -  Q 186
 FD0503  PID         -  FD0503
 FD0503  STATE/COUNTY-  TN/RUTHERFORD
 FD0503  USGS QUAD   -  SMYRNA (1998)
 FD0503
 FD0503                         *CURRENT SURVEY CONTROL
 FD0503  ___________________________________________________________________
 FD0503* NAD 83(1986)-  35 59 49.     (N)    086 31 55.     (W)     SCALED    
 FD0503* NAVD 88     -       170.978  (meters)     560.95   (feet)  ADJUSTED  
 FD0503  ___________________________________________________________________
 FD0503  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0503  DYNAMIC HT  -         170.831 (meters)     560.47  (feet)  COMP
 FD0503  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FD0503
 FD0503  VERT ORDER  -  FIRST     CLASS II
 FD0503
 FD0503.The horizontal coordinates were scaled from a topographic map and have
 FD0503.an estimated accuracy of +/- 6 seconds.
 FD0503
 FD0503.The orthometric height was determined by differential leveling
 FD0503.and adjusted by the National Geodetic Survey in June 1991..
 FD0503
 FD0503.The geoid height was determined by GEOID03.
 FD0503
 FD0503.The dynamic height is computed by dividing the NAVD 88
 FD0503.geopotential number by the normal gravity value computed on the
 FD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0503.degrees latitude (g = 980.6199 gals.).
 FD0503
 FD0503.The modeled gravity was interpolated from observed gravity values.
 FD0503
 FD0503;                    North         East    Units  Estimated Accuracy
 FD0503;SPC TN       -   184,710.      552,040.      MT  (+/- 180 meters Scaled)
 FD0503
 FD0503                          SUPERSEDED SURVEY CONTROL
 FD0503
 FD0503  NGVD 29 (??/??/92)  170.997  (m)          561.01   (f) ADJ UNCH    1 2
 FD0503
 FD0503.Superseded values are not recommended for survey control.
 FD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0503.See file dsdata.txt to determine how the superseded data were derived.
 FD0503
 FD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE421837(NAD 83)
 FD0503_MARKER: DB = BENCH MARK DISK
 FD0503_SETTING: 66 = SET IN ROCK OUTCROP
 FD0503_SP_SET: ROCK OUTCROP
 FD0503_STAMPING: Q 186 1949
 FD0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0503+STABILITY: POSITION/ELEVATION WELL
 FD0503
 FD0503  HISTORY     - Date     Condition        Report By
 FD0503  HISTORY     - 1949     MONUMENTED       CGS
 FD0503
 FD0503                          STATION DESCRIPTION
 FD0503
 FD0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0503'1.2 MI NW FROM SMYRNA.
 FD0503'1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0503'LOUIS RAILWAY FROM THE STATION, 250 FEET NORTHWEST OF THE
 FD0503'SWITCH OF A SIDE TRACK RUNNING EAST TO SMYRNA AIR BASE, 21 1/2
 FD0503'FEET EAST OF POLE 18/30, 51 1/2 FEET NORTHEAST OF THE NORTHEAST
 FD0503'RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A FLAT ROCK
 FD0503'OUTCROP ABOUT 15 BY 25 FEET AND ABOUT 2 1/2 FEET BELOW THE
 FD0503'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0406 ***********************************************************************
 GC0406  DESIGNATION -  Q 187
 GC0406  PID         -  GC0406
 GC0406  STATE/COUNTY-  TN/DAVIDSON
 GC0406  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0406
 GC0406                         *CURRENT SURVEY CONTROL
 GC0406  ___________________________________________________________________
 GC0406* NAD 83(1986)-  36 07 39.     (N)    086 41 19.     (W)     SCALED    
 GC0406* NAVD 88     -       178.268  (meters)     584.87   (feet)  ADJUSTED  
 GC0406  ___________________________________________________________________
 GC0406  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0406  DYNAMIC HT  -         178.116 (meters)     584.37  (feet)  COMP
 GC0406  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GC0406
 GC0406  VERT ORDER  -  FIRST     CLASS II
 GC0406
 GC0406.This mark is at Nashville Intl Airport (BNA)
 GC0406
 GC0406.The horizontal coordinates were scaled from a topographic map and have
 GC0406.an estimated accuracy of +/- 6 seconds.
 GC0406
 GC0406.The orthometric height was determined by differential leveling
 GC0406.and adjusted by the National Geodetic Survey in June 1991..
 GC0406
 GC0406.The geoid height was determined by GEOID03.
 GC0406
 GC0406.The dynamic height is computed by dividing the NAVD 88
 GC0406.geopotential number by the normal gravity value computed on the
 GC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0406.degrees latitude (g = 980.6199 gals.).
 GC0406
 GC0406.The modeled gravity was interpolated from observed gravity values.
 GC0406
 GC0406;                    North         East    Units  Estimated Accuracy
 GC0406;SPC TN       -   199,280.      538,020.      MT  (+/- 180 meters Scaled)
 GC0406
 GC0406                          SUPERSEDED SURVEY CONTROL
 GC0406
 GC0406  NGVD 29 (??/??/92)  178.290  (m)          584.94   (f) ADJ UNCH    1 2
 GC0406
 GC0406.Superseded values are not recommended for survey control.
 GC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0406.See file dsdata.txt to determine how the superseded data were derived.
 GC0406
 GC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE280981(NAD 83)
 GC0406_MARKER: DD = SURVEY DISK
 GC0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0406_SP_SET: BUILDING
 GC0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0406
 GC0406  HISTORY     - Date     Condition        Report By
 GC0406  HISTORY     - UNK      MONUMENTED       DOD
 GC0406  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0406
 GC0406                          STATION DESCRIPTION
 GC0406
 GC0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0406'7.4 MI SE FROM NASHVILLE.
 GC0406'6.0 MILES SOUTHEAST OF NASHVILLE, DAVIDSON COUNTY, AT BERRY
 GC0406'FIELD, SET IN THE PAVEMENT AT THE WEST ENTRANCE TO THE ADMINISTRATION
 GC0406'BUILDING, 13 FEET SOUTH OF THE CENTER OF THE WEST ENTRANCE,
 GC0406'2-1/2 FEET WEST OF THE WEST WALL OF THE BUILDING AND SET IN A
 GC0406'DRILL HOLE.  NOTE-- THE AREA IN WHICH THE MARK IS DESCRIBED HAS
 GC0406'BEEN COVERED BY AN ADDITION TO THE TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0371 ***********************************************************************
 GC0371  DESIGNATION -  Q 188
 GC0371  PID         -  GC0371
 GC0371  STATE/COUNTY-  TN/DAVIDSON
 GC0371  USGS QUAD   -  SCOTTSBORO (1983)
 GC0371
 GC0371                         *CURRENT SURVEY CONTROL
 GC0371  ___________________________________________________________________
 GC0371* NAD 83(1986)-  36 12 27.     (N)    086 57 33.     (W)     SCALED    
 GC0371* NAVD 88     -       126.001  (meters)     413.39   (feet)  ADJUSTED  
 GC0371  ___________________________________________________________________
 GC0371  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0371  DYNAMIC HT  -         125.894 (meters)     413.04  (feet)  COMP
 GC0371  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0371
 GC0371  VERT ORDER  -  FIRST     CLASS II
 GC0371
 GC0371.The horizontal coordinates were scaled from a topographic map and have
 GC0371.an estimated accuracy of +/- 6 seconds.
 GC0371
 GC0371.The orthometric height was determined by differential leveling
 GC0371.and adjusted by the National Geodetic Survey in June 1991..
 GC0371
 GC0371.The geoid height was determined by GEOID03.
 GC0371
 GC0371.The dynamic height is computed by dividing the NAVD 88
 GC0371.geopotential number by the normal gravity value computed on the
 GC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0371.degrees latitude (g = 980.6199 gals.).
 GC0371
 GC0371.The modeled gravity was interpolated from observed gravity values.
 GC0371
 GC0371;                    North         East    Units  Estimated Accuracy
 GC0371;SPC TN       -   208,360.      513,750.      MT  (+/- 180 meters Scaled)
 GC0371
 GC0371                          SUPERSEDED SURVEY CONTROL
 GC0371
 GC0371  NGVD 29 (??/??/92)  126.052  (m)          413.56   (f) ADJ UNCH    1 2
 GC0371
 GC0371.Superseded values are not recommended for survey control.
 GC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0371.See file dsdata.txt to determine how the superseded data were derived.
 GC0371
 GC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF036069(NAD 83)
 GC0371_MARKER: DB = BENCH MARK DISK
 GC0371_SETTING: 66 = SET IN ROCK OUTCROP
 GC0371_SP_SET: ROCK OUTCROP
 GC0371_STAMPING: Q 188 1949
 GC0371_MARK LOGO: CGS   
 GC0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0371+STABILITY: POSITION/ELEVATION WELL
 GC0371
 GC0371  HISTORY     - Date     Condition        Report By
 GC0371  HISTORY     - 1949     MONUMENTED       CGS
 GC0371  HISTORY     - 1984     GOOD             NGS
 GC0371
 GC0371                          STATION DESCRIPTION
 GC0371
 GC0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0371'8.4 MI SE FROM ASHLAND CITY.
 GC0371'8.4 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0371'STATION AT ASHLAND CITY, ABOUT 0.1 MILE EAST OF MILE POST H 21,
 GC0371'49 1/2 FEET NORTH-NORTHWEST AND ACROSS THE TRACK FROM TELEPHONE
 GC0371'POLE 284, 18 FEET NORTHWEST OF THE NORTH END OF A 20-INCH PIPE
 GC0371'CULVERT UNDER TRACKS, 15.3 FEET NORTH OF THE NORTH RAIL, AND LEVEL
 GC0371'WITH THE TRACK AND SET IN THE TOP OF AN OUTCROPPING ROCK.
 GC0371
 GC0371                          STATION RECOVERY (1984)
 GC0371
 GC0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0463 ***********************************************************************
 GB0463  DESIGNATION -  Q 189
 GB0463  PID         -  GB0463
 GB0463  STATE/COUNTY-  TN/KNOX
 GB0463  USGS QUAD   -  POWELL (1976)
 GB0463
 GB0463                         *CURRENT SURVEY CONTROL
 GB0463  ___________________________________________________________________
 GB0463* NAD 83(1986)-  36 02 04.     (N)    084 00 34.     (W)     SCALED    
 GB0463* NAVD 88     -       307.851  (meters)    1010.01   (feet)  ADJUSTED  
 GB0463  ___________________________________________________________________
 GB0463  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0463  DYNAMIC HT  -         307.562 (meters)    1009.06  (feet)  COMP
 GB0463  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 GB0463
 GB0463  VERT ORDER  -  FIRST     CLASS I
 GB0463
 GB0463.The horizontal coordinates were scaled from a topographic map and have
 GB0463.an estimated accuracy of +/- 6 seconds.
 GB0463
 GB0463.The orthometric height was determined by differential leveling
 GB0463.and adjusted by the National Geodetic Survey in June 1991..
 GB0463
 GB0463.The geoid height was determined by GEOID03.
 GB0463
 GB0463.The dynamic height is computed by dividing the NAVD 88
 GB0463.geopotential number by the normal gravity value computed on the
 GB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0463.degrees latitude (g = 980.6199 gals.).
 GB0463
 GB0463.The modeled gravity was interpolated from observed gravity values.
 GB0463
 GB0463;                    North         East    Units  Estimated Accuracy
 GB0463;SPC TN       -   190,560.      779,380.      MT  (+/- 180 meters Scaled)
 GB0463
 GB0463                          SUPERSEDED SURVEY CONTROL
 GB0463
 GB0463  NGVD 29 (??/??/92)  307.966  (m)         1010.39   (f) ADJ UNCH    1 1
 GB0463
 GB0463.Superseded values are not recommended for survey control.
 GB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0463.See file dsdata.txt to determine how the superseded data were derived.
 GB0463
 GB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE694919(NAD 83)
 GB0463_MARKER: DB = BENCH MARK DISK
 GB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0463_STAMPING: Q 189 1950
 GB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0463+STABILITY: SURFACE MOTION
 GB0463
 GB0463  HISTORY     - Date     Condition        Report By
 GB0463  HISTORY     - 1950     MONUMENTED       CGS
 GB0463  HISTORY     - 1967     GOOD             NGS
 GB0463  HISTORY     - 1973     GOOD             LOCSUR
 GB0463
 GB0463                          STATION DESCRIPTION
 GB0463
 GB0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0463'1.1 MI E FROM POWELL.
 GB0463'ABOUT 1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0463'AT POWELL, ABOUT 0.1 MILE WEST OF THE CROSSING OF BEAVER CREEK
 GB0463'ROAD WEST, ABOUT 0.1 MILE WEST OF MILEPOST 7, 80 1/2 FEET EAST
 GB0463'OF THE SOUTHEAST CORNER OF A WOODEN RAILWAY BRIDGE OVER BEAVER
 GB0463'CREEK, 24.6 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET WEST OF THE
 GB0463'WEST ONE OF A ROW OF THREE CEDAR TREES, 1 FOOT ABOVE THE TRACK
 GB0463'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 GB0463'THE LEVEL OF THE GROUND.
 GB0463
 GB0463                          STATION RECOVERY (1973)
 GB0463
 GB0463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0064 ***********************************************************************
 FE0064  DESIGNATION -  Q 19
 FE0064  PID         -  FE0064
 FE0064  STATE/COUNTY-  TN/HENDERSON
 FE0064  USGS QUAD   -  LEXINGTON (1992)
 FE0064
 FE0064                         *CURRENT SURVEY CONTROL
 FE0064  ___________________________________________________________________
 FE0064* NAD 83(1995)-  35 39 24.63723(N)    088 22 55.85255(W)     ADJUSTED  
 FE0064* NAVD 88     -       156.175  (meters)     512.38   (feet)  ADJUSTED  
 FE0064  ___________________________________________________________________
 FE0064  X           -     146,481.295 (meters)                     COMP
 FE0064  Y           -  -5,186,322.293 (meters)                     COMP
 FE0064  Z           -   3,697,396.002 (meters)                     COMP
 FE0064  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FE0064  ELLIP HEIGHT-         128.04  (meters)          (02/20/01) GPS OBS
 FE0064  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0064  DYNAMIC HT  -         156.037 (meters)     511.93  (feet)  COMP
 FE0064  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FE0064
 FE0064  HORZ ORDER  -  FIRST
 FE0064  VERT ORDER  -  FIRST     CLASS II
 FE0064  ELLP ORDER  -  SECOND    CLASS I
 FE0064
 FE0064.The horizontal coordinates were established by GPS observations
 FE0064.and adjusted by the National Geodetic Survey in February 2001..
 FE0064
 FE0064.The orthometric height was determined by differential leveling
 FE0064.and adjusted by the National Geodetic Survey in June 1991..
 FE0064
 FE0064.Photographs are available for this station.
 FE0064
 FE0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0064
 FE0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0064
 FE0064.The ellipsoidal height was determined by GPS observations
 FE0064.and is referenced to NAD 83.
 FE0064
 FE0064.The geoid height was determined by GEOID03.
 FE0064
 FE0064.The dynamic height is computed by dividing the NAVD 88
 FE0064.geopotential number by the normal gravity value computed on the
 FE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0064.degrees latitude (g = 980.6199 gals.).
 FE0064
 FE0064.The modeled gravity was interpolated from observed gravity values.
 FE0064
 FE0064;                    North         East     Units Scale Factor Converg.
 FE0064;SPC TN       -   149,467.215   384,318.503   MT  0.99995316   -1 23 40.6
 FE0064;SPC TN       -   490,377.02  1,260,884.96   sFT  0.99995316   -1 23 40.6
 FE0064;UTM  16      - 3,946,768.290   374,885.922   MT  0.99979289   -0 48 20.9
 FE0064
 FE0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0064!SPC TN       -   0.99997990  x   0.99995316  =   0.99993306
 FE0064!UTM  16      -   0.99997990  x   0.99979289  =   0.99977280
 FE0064
 FE0064|---------------------------------------------------------------------|
 FE0064| PID    Reference Object                     Distance      Geod. Az  |
 FE0064|                                                           dddmmss.s |
 FE0064| FE2746 GPS 44                              287.421 METERS 15150     |
 FE0064|---------------------------------------------------------------------|
 FE0064
 FE0064                          SUPERSEDED SURVEY CONTROL
 FE0064
 FE0064  NAVD 88 (02/20/01)  156.18   (m)          512.4    (f) LEVELING    3  
 FE0064  NGVD 29 (??/??/??)  156.192  (m)          512.44   (f) ADJUSTED    1 2
 FE0064
 FE0064.Superseded values are not recommended for survey control.
 FE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0064.See file dsdata.txt to determine how the superseded data were derived.
 FE0064
 FE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7488646768(NAD 83)
 FE0064_MARKER: DB = BENCH MARK DISK
 FE0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0064_SP_SET: SQUARE CONCRETE MONUMENT
 FE0064_STAMPING: Q 19 1934
 FE0064_MARK LOGO: CGS   
 FE0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0064+STABILITY: SURFACE MOTION
 FE0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0064+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0064
 FE0064  HISTORY     - Date     Condition        Report By
 FE0064  HISTORY     - 1934     MONUMENTED       CGS
 FE0064  HISTORY     - 1935     GOOD             CGS
 FE0064  HISTORY     - 1971     MARK NOT FOUND   TVA
 FE0064  HISTORY     - 1987     GOOD             LOCSUR
 FE0064  HISTORY     - 19870622 GOOD             LOCENG
 FE0064  HISTORY     - 1999     GOOD             LOWE
 FE0064
 FE0064                          STATION DESCRIPTION
 FE0064
 FE0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0064'1.5 MI N FROM LEXINGTON.
 FE0064'1.5 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0064'RAILWAY FROM THE STATION AT LEXINGTON, HENDERSON COUNTY, 28 POLES
 FE0064'SOUTH OF MILEPOST 116, AT A ROAD CROSSING, 40 FEET EAST OF THE
 FE0064'EAST RAIL OF THE MAIN TRACK, 30 FEET SOUTH OF THE CENTERLINE OF THE
 FE0064'ROAD, AND AT A FENCE.  A STANDARD DISK, STAMPED 512.561 Q 19 1934
 FE0064'AND SET IN THE TOP OF A CONCRETE POST.
 FE0064
 FE0064                          STATION RECOVERY (1971)
 FE0064
 FE0064'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0064'MARK NOT FOUND.
 FE0064
 FE0064                          STATION RECOVERY (1987)
 FE0064
 FE0064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE0064'RECOVERED IN GOOD CONDITION.
 FE0064
 FE0064                          STATION RECOVERY (1987)
 FE0064
 FE0064'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0064'MARK LOCATED 0.74 MILES NORTHEAST ALONG NATCHEZ TRACE ROAD FROM TENN
 FE0064'STATE ROUTE 20 AT LEXINGTON,30 FEET EAST OF THE CENTERLINE OF NATCHEZ
 FE0064'TRACE ROAD, 12.5 FEET SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN,
 FE0064'75 FEET WEST OF FRANKLIN WILKINS AIRFIELD NORTHWEST FENCE.  NOTE- ALL
 FE0064'REFERENCE TO RAILROAD SHOULD BE OMITTED.  TRACKS HAVE BEEN ABANDONED
 FE0064'AND REMOVED.
 FE0064
 FE0064                          STATION RECOVERY (1999)
 FE0064
 FE0064'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0064'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0064'THE TOP OF THE MONUMENT HAS THE Q SCRATCHED OUT, POSSIBLY
 FE0064'FROM MOWING, OTHERWISE UNDISTURBED AND SUITABLE FOR GPS
 FE0064'OBSERVATIONS.
 FE0064' 
 FE0064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114N AND
 FE0064'U.S. HIGHWAY 412 AT THE SOUTHEAST CORNER OF THE HENDERSON
 FE0064'COUNTY COURTHOUSE SQUARE IN LEXINGTON, GO NORTHEAST 1.13 KM (0.70
 FE0064'MI) ON STATE HIGHWAY 114N TO THE STATION ON THE RIGHT IN A GRASS
 FE0064'AREA BETWEEN THE Y OF THE Y-ROAD ENTRANCE TO LEXINGTON AIRPORT,
 FE0064'FRANKLIN-WILKINS FIELD.
 FE0064' 
 FE0064'THE STATION IS A STANDARD USCG DISK STAMPED Q 19 1934, ELEV 512.561.
 FE0064'THE STATION IS 36.85 M (120.9 FT) SOUTHWEST OF THE
 FE0064'SOUTHWESTWARDLYMOST CORNER OF A CHAIN LINK FENCE FOR THE
 FE0064'AIRPORT, 15.39 M (50.5 FT) EAST OF THE CENTERLINE OF HIGHWAY 114N,
 FE0064'10.45 M (34.3 FT) SOUTHWEST OF ONE UNDERGROUND CABLE WARNING
 FE0064'SIGN, AND 5.68 M (18.65 FT) SOUTHEAST OF ANOTHER UNDERGROUND CABLE
 FE0064'WARNING SIGN.
 FE0064' 
 FE0064' 
 FE0064'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0500 ***********************************************************************
 GB0500  DESIGNATION -  Q 190
 GB0500  PID         -  GB0500
 GB0500  STATE/COUNTY-  TN/ANDERSON
 GB0500  USGS QUAD   -  CLINTON (1990)
 GB0500
 GB0500                         *CURRENT SURVEY CONTROL
 GB0500  ___________________________________________________________________
 GB0500* NAD 83(1986)-  36 04 26.     (N)    084 12 25.     (W)     SCALED    
 GB0500* NAVD 88     -       294.718  (meters)     966.92   (feet)  ADJUSTED  
 GB0500  ___________________________________________________________________
 GB0500  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB0500  DYNAMIC HT  -         294.448 (meters)     966.03  (feet)  COMP
 GB0500  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GB0500
 GB0500  VERT ORDER  -  FIRST     CLASS I
 GB0500
 GB0500.The horizontal coordinates were scaled from a topographic map and have
 GB0500.an estimated accuracy of +/- 6 seconds.
 GB0500
 GB0500.The orthometric height was determined by differential leveling
 GB0500.and adjusted by the National Geodetic Survey in June 1991..
 GB0500
 GB0500.The geoid height was determined by GEOID03.
 GB0500
 GB0500.The dynamic height is computed by dividing the NAVD 88
 GB0500.geopotential number by the normal gravity value computed on the
 GB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0500.degrees latitude (g = 980.6199 gals.).
 GB0500
 GB0500.The modeled gravity was interpolated from observed gravity values.
 GB0500
 GB0500;                    North         East    Units  Estimated Accuracy
 GB0500;SPC TN       -   194,590.      761,500.      MT  (+/- 180 meters Scaled)
 GB0500
 GB0500                          SUPERSEDED SURVEY CONTROL
 GB0500
 GB0500  NGVD 29 (??/??/92)  294.849  (m)          967.35   (f) ADJ UNCH    1 1
 GB0500
 GB0500.Superseded values are not recommended for survey control.
 GB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0500.See file dsdata.txt to determine how the superseded data were derived.
 GB0500
 GB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE515957(NAD 83)
 GB0500_MARKER: DB = BENCH MARK DISK
 GB0500_SETTING: 66 = SET IN ROCK OUTCROP
 GB0500_SP_SET: ROCK LEDGE
 GB0500_STAMPING: Q 190 1950
 GB0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0500+STABILITY: POSITION/ELEVATION WELL
 GB0500
 GB0500  HISTORY     - Date     Condition        Report By
 GB0500  HISTORY     - 1950     MONUMENTED       CGS
 GB0500  HISTORY     - 1967     GOOD             NGS
 GB0500  HISTORY     - 1972     GOOD             TVA
 GB0500
 GB0500                          STATION DESCRIPTION
 GB0500
 GB0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0500'5.5 MI SW FROM CLINTON.
 GB0500'ABOUT 5.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0500'STATION AT CLINTON, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 26,
 GB0500'114 FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, SET IN
 GB0500'THE TOP OF A ROCK LEDGE THAT IS ABOUT 25 FEET LONG AND 2 FEET
 GB0500'HIGH, 78.3 FEET SOUTHEAST OF AND ACROSS THE PRIVATE ROAD FROM
 GB0500'THE SOUTHEAST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GB0500'3 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK LEDGE AND
 GB0500'ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK.
 GB0500
 GB0500                          STATION RECOVERY (1972)
 GB0500
 GB0500'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0869 ***********************************************************************
 GB0869  DESIGNATION -  Q 191
 GB0869  PID         -  GB0869
 GB0869  STATE/COUNTY-  TN/MORGAN
 GB0869  USGS QUAD   -  LANCING (1984)
 GB0869
 GB0869                         *CURRENT SURVEY CONTROL
 GB0869  ___________________________________________________________________
 GB0869* NAD 83(1986)-  36 06 33.     (N)    084 38 40.     (W)     SCALED    
 GB0869* NAVD 88     -       344.380  (meters)    1129.85   (feet)  ADJUSTED  
 GB0869  ___________________________________________________________________
 GB0869  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GB0869  DYNAMIC HT  -         344.071 (meters)    1128.84  (feet)  COMP
 GB0869  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 GB0869
 GB0869  VERT ORDER  -  FIRST     CLASS I
 GB0869
 GB0869.The horizontal coordinates were scaled from a topographic map and have
 GB0869.an estimated accuracy of +/- 6 seconds.
 GB0869
 GB0869.The orthometric height was determined by differential leveling
 GB0869.and adjusted by the National Geodetic Survey in June 1991..
 GB0869
 GB0869.The geoid height was determined by GEOID03.
 GB0869
 GB0869.The dynamic height is computed by dividing the NAVD 88
 GB0869.geopotential number by the normal gravity value computed on the
 GB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0869.degrees latitude (g = 980.6199 gals.).
 GB0869
 GB0869.The modeled gravity was interpolated from observed gravity values.
 GB0869
 GB0869;                    North         East    Units  Estimated Accuracy
 GB0869;SPC TN       -   197,870.      722,040.      MT  (+/- 180 meters Scaled)
 GB0869
 GB0869                          SUPERSEDED SURVEY CONTROL
 GB0869
 GB0869  NGVD 29 (??/??/92)  344.495  (m)         1130.23   (f) ADJ UNCH    1 1
 GB0869
 GB0869.Superseded values are not recommended for survey control.
 GB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0869.See file dsdata.txt to determine how the superseded data were derived.
 GB0869
 GB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE120986(NAD 83)
 GB0869_MARKER: DB = BENCH MARK DISK
 GB0869_SETTING: 66 = SET IN ROCK OUTCROP
 GB0869_SP_SET: ROCK CUT
 GB0869_STAMPING: Q 191 1950
 GB0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0869+STABILITY: POSITION/ELEVATION WELL
 GB0869
 GB0869  HISTORY     - Date     Condition        Report By
 GB0869  HISTORY     - 1950     MONUMENTED       CGS
 GB0869  HISTORY     - 1968     GOOD             NGS
 GB0869
 GB0869                          STATION DESCRIPTION
 GB0869
 GB0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0869'0.9 MI S FROM LANCING.
 GB0869'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0869'AT LANCING, 0.45 MILE SOUTHEAST OF A RAILROAD RADIO TOWER, 130 YARDS
 GB0869'SOUTHEAST OF MILEPOST 242, SET IN THE TOP OF A LEDGE ON THE
 GB0869'NORTHEAST ROCK WALL OF A CUT FOR THE RAILROAD, 17.2 FEET NORTHWEST OF
 GB0869'A 12-INCH TRIANGLE WHICH IS INSCRIBED IN THE SOUTHWEST FACE OF THE
 GB0869'NORTHEAST WALL, 10 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 90
 GB0869'FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT, AND ABOUT 2 FEET
 GB0869'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0701 ***********************************************************************
 FC0701  DESIGNATION -  Q 192
 FC0701  PID         -  FC0701
 FC0701  STATE/COUNTY-  TN/RHEA
 FC0701  USGS QUAD   -  EVENSVILLE (1990)
 FC0701
 FC0701                         *CURRENT SURVEY CONTROL
 FC0701  ___________________________________________________________________
 FC0701* NAD 83(1986)-  35 33 31.     (N)    084 57 38.     (W)     SCALED    
 FC0701* NAVD 88     -       227.749  (meters)     747.21   (feet)  ADJUSTED  
 FC0701  ___________________________________________________________________
 FC0701  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC0701  DYNAMIC HT  -         227.529 (meters)     746.48  (feet)  COMP
 FC0701  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC0701
 FC0701  VERT ORDER  -  FIRST     CLASS II
 FC0701
 FC0701.The horizontal coordinates were scaled from a topographic map and have
 FC0701.an estimated accuracy of +/- 6 seconds.
 FC0701
 FC0701.The orthometric height was determined by differential leveling
 FC0701.and adjusted by the National Geodetic Survey in June 1991..
 FC0701
 FC0701.The geoid height was determined by GEOID03.
 FC0701
 FC0701.The dynamic height is computed by dividing the NAVD 88
 FC0701.geopotential number by the normal gravity value computed on the
 FC0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0701.degrees latitude (g = 980.6199 gals.).
 FC0701
 FC0701.The modeled gravity was interpolated from observed gravity values.
 FC0701
 FC0701;                    North         East    Units  Estimated Accuracy
 FC0701;SPC TN       -   136,440.      694,230.      MT  (+/- 180 meters Scaled)
 FC0701
 FC0701                          SUPERSEDED SURVEY CONTROL
 FC0701
 FC0701  NGVD 29 (??/??/92)  227.822  (m)          747.45   (f) ADJ UNCH    1 2
 FC0701
 FC0701.Superseded values are not recommended for survey control.
 FC0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0701.See file dsdata.txt to determine how the superseded data were derived.
 FC0701
 FC0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE848369(NAD 83)
 FC0701_MARKER: DB = BENCH MARK DISK
 FC0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0701_STAMPING: Q 192 1950
 FC0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0701+STABILITY: SURFACE MOTION
 FC0701
 FC0701  HISTORY     - Date     Condition        Report By
 FC0701  HISTORY     - 1950     MONUMENTED       CGS
 FC0701
 FC0701                          STATION DESCRIPTION
 FC0701
 FC0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0701'0.7 MI SW FROM EVENSVILLE.
 FC0701'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0701'STATION AT EVENSVILLE, 201 FEET NORTH OF THE CENTER OF THE
 FC0701'CROSSING OF THE MAIN TRACK AND A FIELD ROAD, 32 FEET NORTHWEST
 FC0701'OF THE NORTHWEST RAIL OF A SIDE TRACK, 46 FEET NORTHWEST OF THE
 FC0701'NORTHWEST RAIL OF THE MAIN TRACK, 1 FOOT SOUTHEAST OF A FENCE
 FC0701'LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST, 1 1/2
 FC0701'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0701'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0683 ***********************************************************************
 FC0683  DESIGNATION -  Q 193
 FC0683  PID         -  FC0683
 FC0683  STATE/COUNTY-  TN/RHEA
 FC0683  USGS QUAD   -  PENNINE (1990)
 FC0683
 FC0683                         *CURRENT SURVEY CONTROL
 FC0683  ___________________________________________________________________
 FC0683* NAD 83(1986)-  35 40 02.     (N)    084 52 39.     (W)     SCALED    
 FC0683* NAVD 88     -       240.709  (meters)     789.73   (feet)  ADJUSTED  
 FC0683  ___________________________________________________________________
 FC0683  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0683  DYNAMIC HT  -         240.482 (meters)     788.98  (feet)  COMP
 FC0683  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FC0683
 FC0683  VERT ORDER  -  FIRST     CLASS II
 FC0683
 FC0683.The horizontal coordinates were scaled from a topographic map and have
 FC0683.an estimated accuracy of +/- 6 seconds.
 FC0683
 FC0683.The orthometric height was determined by differential leveling
 FC0683.and adjusted by the National Geodetic Survey in June 1991..
 FC0683
 FC0683.The geoid height was determined by GEOID03.
 FC0683
 FC0683.The dynamic height is computed by dividing the NAVD 88
 FC0683.geopotential number by the normal gravity value computed on the
 FC0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0683.degrees latitude (g = 980.6199 gals.).
 FC0683
 FC0683.The modeled gravity was interpolated from observed gravity values.
 FC0683
 FC0683;                    North         East    Units  Estimated Accuracy
 FC0683;SPC TN       -   148,580.      701,630.      MT  (+/- 180 meters Scaled)
 FC0683
 FC0683                          SUPERSEDED SURVEY CONTROL
 FC0683
 FC0683  NGVD 29 (??/??/92)  240.791  (m)          790.00   (f) ADJ UNCH    1 2
 FC0683
 FC0683.Superseded values are not recommended for survey control.
 FC0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0683.See file dsdata.txt to determine how the superseded data were derived.
 FC0683
 FC0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE921491(NAD 83)
 FC0683_MARKER: DB = BENCH MARK DISK
 FC0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0683_SP_SET: CULVERT
 FC0683_STAMPING: Q 193 1950
 FC0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0683
 FC0683  HISTORY     - Date     Condition        Report By
 FC0683  HISTORY     - 1950     MONUMENTED       CGS
 FC0683
 FC0683                          STATION DESCRIPTION
 FC0683
 FC0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0683'2 MI SW FROM SPRING CITY.
 FC0683'2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0683'AT SPRING CITY, AT A GRAVEL ROAD CROSSING, 64 FEET SOUTHEAST OF
 FC0683'THE SOUTHEAST RAIL OF THE MAIN TRACK, 40.5 FEET SOUTHEAST OF THE
 FC0683'SOUTHEAST RAIL OF WATTS BAR SPUR RAILWAY, 111 FEET EAST OF THE
 FC0683'CENTER OF THE CROSSING OF THE MAIN TRACK, 18 FEET NORTHWEST OF
 FC0683'THE CENTER LINE OF U.S. HIGHWAY 27, SET IN THE TOP OF THE NORTHEAST
 FC0683'END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT
 FC0683'UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 3 FEET
 FC0683'ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0647 ***********************************************************************
 FC0647  DESIGNATION -  Q 194
 FC0647  PID         -  FC0647
 FC0647  STATE/COUNTY-  TN/ROANE
 FC0647  USGS QUAD   -  CARDIFF (1990)
 FC0647
 FC0647                         *CURRENT SURVEY CONTROL
 FC0647  ___________________________________________________________________
 FC0647* NAD 83(1986)-  35 52 46.     (N)    084 40 07.     (W)     SCALED    
 FC0647* NAVD 88     -       268.382  (meters)     880.52   (feet)  ADJUSTED  
 FC0647  ___________________________________________________________________
 FC0647  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0647  DYNAMIC HT  -         268.132 (meters)     879.70  (feet)  COMP
 FC0647  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 FC0647
 FC0647  VERT ORDER  -  FIRST     CLASS II
 FC0647
 FC0647.The horizontal coordinates were scaled from a topographic map and have
 FC0647.an estimated accuracy of +/- 6 seconds.
 FC0647
 FC0647.The orthometric height was determined by differential leveling
 FC0647.and adjusted by the National Geodetic Survey in June 1991..
 FC0647
 FC0647.The geoid height was determined by GEOID03.
 FC0647
 FC0647.The dynamic height is computed by dividing the NAVD 88
 FC0647.geopotential number by the normal gravity value computed on the
 FC0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0647.degrees latitude (g = 980.6199 gals.).
 FC0647
 FC0647.The modeled gravity was interpolated from observed gravity values.
 FC0647
 FC0647;                    North         East    Units  Estimated Accuracy
 FC0647;SPC TN       -   172,360.      720,220.      MT  (+/- 180 meters Scaled)
 FC0647
 FC0647                          SUPERSEDED SURVEY CONTROL
 FC0647
 FC0647  NGVD 29 (??/??/92)  268.486  (m)          880.86   (f) ADJ UNCH    1 2
 FC0647
 FC0647.Superseded values are not recommended for survey control.
 FC0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0647.See file dsdata.txt to determine how the superseded data were derived.
 FC0647
 FC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE104730(NAD 83)
 FC0647_MARKER: DB = BENCH MARK DISK
 FC0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0647_STAMPING: Q 194 1950
 FC0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0647+STABILITY: SURFACE MOTION
 FC0647
 FC0647  HISTORY     - Date     Condition        Report By
 FC0647  HISTORY     - 1950     MONUMENTED       CGS
 FC0647
 FC0647                          STATION DESCRIPTION
 FC0647
 FC0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0647'1.5 MI NE FROM ROCKWOOD.
 FC0647'1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0647'AT ROCKWOOD, ABOUT 0.3 MILE SOUTHWEST OF MILE POST 266, 46
 FC0647'FEET NORTHWEST OF THE NORTHWEST RAIL, 41 FEET SOUTHEAST OF THE
 FC0647'CENTER LINE OF A BLACK TOP ROAD PARALLELING THE TRACK, 2 FEET
 FC0647'SOUTHEAST OF A FENCE LINE, 37 FEET NORTHWEST OF THE WEST CORNER
 FC0647'OF CONCRETE BASE FOR SEMAPHORE NO. 266.3, 147 FEET NORTHEAST
 FC0647'OF THE NORTHWEST END OF A 36-INCH PIPE CULVERT UNDER TRACK,
 FC0647'2 FEET EAST OF A T.V.A. STEEL WITNESS POST, 1 1/2 FEET BELOW
 FC0647'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0647'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0524 ***********************************************************************
 GB0524  DESIGNATION -  Q 195
 GB0524  PID         -  GB0524
 GB0524  STATE/COUNTY-  TN/ROANE
 GB0524  USGS QUAD   -  WINDROCK (1975)
 GB0524
 GB0524                         *CURRENT SURVEY CONTROL
 GB0524  ___________________________________________________________________
 GB0524* NAD 83(1986)-  36 01 22.     (N)    084 22 17.     (W)     SCALED    
 GB0524* NAVD 88     -       267.863  (meters)     878.81   (feet)  ADJUSTED  
 GB0524  ___________________________________________________________________
 GB0524  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0524  DYNAMIC HT  -         267.620 (meters)     878.02  (feet)  COMP
 GB0524  MODELED GRAV-     979,718.5   (mgal)                       NAVD 88
 GB0524
 GB0524  VERT ORDER  -  FIRST     CLASS I
 GB0524
 GB0524.The horizontal coordinates were scaled from a topographic map and have
 GB0524.an estimated accuracy of +/- 6 seconds.
 GB0524
 GB0524.The orthometric height was determined by differential leveling
 GB0524.and adjusted by the National Geodetic Survey in June 1991..
 GB0524
 GB0524.The geoid height was determined by GEOID03.
 GB0524
 GB0524.The dynamic height is computed by dividing the NAVD 88
 GB0524.geopotential number by the normal gravity value computed on the
 GB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0524.degrees latitude (g = 980.6199 gals.).
 GB0524
 GB0524.The modeled gravity was interpolated from observed gravity values.
 GB0524
 GB0524;                    North         East    Units  Estimated Accuracy
 GB0524;SPC TN       -   188,660.      746,790.      MT  (+/- 180 meters Scaled)
 GB0524
 GB0524                          SUPERSEDED SURVEY CONTROL
 GB0524
 GB0524  NGVD 29 (??/??/92)  267.986  (m)          879.22   (f) ADJ UNCH    1 1
 GB0524
 GB0524.Superseded values are not recommended for survey control.
 GB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0524.See file dsdata.txt to determine how the superseded data were derived.
 GB0524
 GB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE368896(NAD 83)
 GB0524_MARKER: DB = BENCH MARK DISK
 GB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0524_STAMPING: Q 195 1950
 GB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0524+STABILITY: SURFACE MOTION
 GB0524
 GB0524  HISTORY     - Date     Condition        Report By
 GB0524  HISTORY     - 1950     MONUMENTED       CGS
 GB0524  HISTORY     - 1967     GOOD             NGS
 GB0524
 GB0524                          STATION DESCRIPTION
 GB0524
 GB0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0524'2.2 MI SW FROM OLIVER SPRINGS.
 GB0524'ABOUT 2.25 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0524'STATION AT OLIVER SPRINGS, ABOUT 0.15 MILE NORTHEAST OF MILEPOST 38,
 GB0524'33 1/2 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD CROSSING, 26.3
 GB0524'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 1/2 FEET SOUTHWEST OF THE
 GB0524'CENTER LINE OF THE ROAD, 8 1/2 FEET SOUTH OF A TELEPHONE POLE,
 GB0524'2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 GB0524'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0902 ***********************************************************************
 GB0902  DESIGNATION -  Q 196
 GB0902  PID         -  GB0902
 GB0902  STATE/COUNTY-  TN/SCOTT
 GB0902  USGS QUAD   -  RUGBY (1984)
 GB0902
 GB0902                         *CURRENT SURVEY CONTROL
 GB0902  ___________________________________________________________________
 GB0902* NAD 83(1986)-  36 18 06.     (N)    084 37 46.     (W)     SCALED    
 GB0902* NAVD 88     -       394.420  (meters)    1294.03   (feet)  ADJUSTED  
 GB0902  ___________________________________________________________________
 GB0902  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0902  DYNAMIC HT  -         394.079 (meters)    1292.91  (feet)  COMP
 GB0902  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GB0902
 GB0902  VERT ORDER  -  FIRST     CLASS I
 GB0902
 GB0902.The horizontal coordinates were scaled from a topographic map and have
 GB0902.an estimated accuracy of +/- 6 seconds.
 GB0902
 GB0902.The orthometric height was determined by differential leveling
 GB0902.and adjusted by the National Geodetic Survey in June 1991..
 GB0902
 GB0902.The geoid height was determined by GEOID03.
 GB0902
 GB0902.The dynamic height is computed by dividing the NAVD 88
 GB0902.geopotential number by the normal gravity value computed on the
 GB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0902.degrees latitude (g = 980.6199 gals.).
 GB0902
 GB0902.The modeled gravity was interpolated from observed gravity values.
 GB0902
 GB0902;                    North         East    Units  Estimated Accuracy
 GB0902;SPC TN       -   219,250.      723,100.      MT  (+/- 180 meters Scaled)
 GB0902
 GB0902                          SUPERSEDED SURVEY CONTROL
 GB0902
 GB0902  NGVD 29 (??/??/92)  394.545  (m)         1294.44   (f) ADJ UNCH    1 1
 GB0902
 GB0902.Superseded values are not recommended for survey control.
 GB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0902.See file dsdata.txt to determine how the superseded data were derived.
 GB0902
 GB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF128200(NAD 83)
 GB0902_MARKER: DB = BENCH MARK DISK
 GB0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0902_SP_SET: CULVERT
 GB0902_STAMPING: Q 196 1950
 GB0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0902
 GB0902  HISTORY     - Date     Condition        Report By
 GB0902  HISTORY     - 1950     MONUMENTED       CGS
 GB0902  HISTORY     - 1968     GOOD             NGS
 GB0902
 GB0902                          STATION DESCRIPTION
 GB0902
 GB0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0902'4.7 MI S FROM ROBBINS.
 GB0902'ABOUT 4.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0902'STATION AT ROBBINS, OR ABOUT 0.05 MILE EAST ALONG A PAVED ROAD
 GB0902'FROM THE POST OFFICE AT SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG
 GB0902'A SIDETRACK OF THE SOUTHERN RAILWAY, THENCE 5.4 MILES NORTHEAST
 GB0902'ALONG THE MAIN TRACK, 0.25 MILE SOUTHWEST OF A RAILROAD RADIO
 GB0902'TOWER, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GB0902'CONCRETE HEADWALL OF A STONE CULVERT UNDER THE TRACK, 46 FEET
 GB0902'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 263 FEET
 GB0902'NORTH AND ACROSS THE TRACKS FROM A MARKER POST FOR AN UNDERGROUND
 GB0902'TELEPHONE CABLE, AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0945 ***********************************************************************
 GB0945  CBN         -  This is a Cooperative Base Network Control Station.
 GB0945  DESIGNATION -  Q 197
 GB0945  PID         -  GB0945
 GB0945  STATE/COUNTY-  TN/SCOTT
 GB0945  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0945
 GB0945                         *CURRENT SURVEY CONTROL
 GB0945  ___________________________________________________________________
 GB0945* NAD 83(1995)-  36 29 13.64268(N)    084 31 47.47952(W)     ADJUSTED  
 GB0945* NAVD 88     -       453.246  (meters)    1487.02   (feet)  ADJUSTED  
 GB0945  ___________________________________________________________________
 GB0945  X           -     489,445.651 (meters)                     COMP
 GB0945  Y           -  -5,111,001.045 (meters)                     COMP
 GB0945  Z           -   3,772,038.154 (meters)                     COMP
 GB0945  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GB0945  ELLIP HEIGHT-         424.40  (meters)          (08/03/04) GPS OBS
 GB0945  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0945  DYNAMIC HT  -         452.862 (meters)    1485.76  (feet)  COMP
 GB0945  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GB0945
 GB0945  HORZ ORDER  -  A
 GB0945  VERT ORDER  -  FIRST     CLASS I
 GB0945  ELLP ORDER  -  FOURTH    CLASS I
 GB0945
 GB0945.The horizontal coordinates were established by GPS observations
 GB0945.and adjusted by the National Geodetic Survey in August 2004..
 GB0945
 GB0945.The orthometric height was determined by differential leveling
 GB0945.and adjusted by the National Geodetic Survey in June 1991..
 GB0945
 GB0945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB0945
 GB0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0945
 GB0945.The ellipsoidal height was determined by GPS observations
 GB0945.and is referenced to NAD 83.
 GB0945
 GB0945.The geoid height was determined by GEOID03.
 GB0945
 GB0945.The dynamic height is computed by dividing the NAVD 88
 GB0945.geopotential number by the normal gravity value computed on the
 GB0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0945.degrees latitude (g = 980.6199 gals.).
 GB0945
 GB0945.The modeled gravity was interpolated from observed gravity values.
 GB0945
 GB0945;                    North         East     Units Scale Factor Converg.
 GB0945;SPC TN       -   239,956.503   731,730.468   MT  1.00001325   +0 51 38.5
 GB0945;SPC TN       -   787,257.29  2,400,685.71   sFT  1.00001325   +0 51 38.5
 GB0945;UTM  16      - 4,040,817.019   721,271.322   MT  1.00020326   +1 28 10.0
 GB0945
 GB0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0945!SPC TN       -   0.99993340  x   1.00001325  =   0.99994665
 GB0945!UTM  16      -   0.99993340  x   1.00020326  =   1.00013665
 GB0945
 GB0945                          SUPERSEDED SURVEY CONTROL
 GB0945
 GB0945  NAVD 88 (08/03/04)  453.25   (m)         1487.0    (f) LEVELING    3  
 GB0945  NGVD 29 (??/??/92)  453.369  (m)         1487.43   (f) ADJ UNCH    1 1
 GB0945
 GB0945.Superseded values are not recommended for survey control.
 GB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0945.See file dsdata.txt to determine how the superseded data were derived.
 GB0945
 GB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2127140817(NAD 83)
 GB0945_MARKER: DB = BENCH MARK DISK
 GB0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0945_STAMPING: Q 197 1950
 GB0945_MARK LOGO: CGS   
 GB0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0945+STABILITY: SURFACE MOTION
 GB0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB0945+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB0945
 GB0945  HISTORY     - Date     Condition        Report By
 GB0945  HISTORY     - 1950     MONUMENTED       CGS
 GB0945  HISTORY     - 1968     GOOD             NGS
 GB0945  HISTORY     - 20031010 GOOD             TNDT
 GB0945
 GB0945                          STATION DESCRIPTION
 GB0945
 GB0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0945'1.2 MI SW FROM ONEIDA.
 GB0945'ABOUT 1.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0945'STATION AT ONEIDA, 0.2 MILE NORTHEAST OF MILEPOST 211, 0.2 MILE
 GB0945'NORTHEAST OF A CROSSING OF THE RAILROAD AND A ROAD, 33 1/2
 GB0945'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 32
 GB0945'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 27, 28 1/2
 GB0945'FEET WEST OF A WHISTLE SIGN POST, 18 1/2 FEET SOUTHWEST OF
 GB0945'TELEPHONE POLE NUMBER 418, 1 1/2 FEET NORTHEAST OF A METAL
 GB0945'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET
 GB0945'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 GB0945
 GB0945                          STATION RECOVERY (2003)
 GB0945
 GB0945'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB0945'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1067 ***********************************************************************
 FC1067  DESIGNATION -  Q 2
 FC1067  PID         -  FC1067
 FC1067  STATE/COUNTY-  TN/RHEA
 FC1067  USGS QUAD   -  GRAYSVILLE (1990)
 FC1067
 FC1067                         *CURRENT SURVEY CONTROL
 FC1067  ___________________________________________________________________
 FC1067* NAD 83(1986)-  35 27 01.     (N)    085 03 37.     (W)     SCALED    
 FC1067* NAVD 88     -       232.713  (meters)     763.49   (feet)  ADJUSTED  
 FC1067  ___________________________________________________________________
 FC1067  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1067  DYNAMIC HT  -         232.488 (meters)     762.75  (feet)  COMP
 FC1067  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 FC1067
 FC1067  VERT ORDER  -  FIRST     CLASS II
 FC1067
 FC1067.The horizontal coordinates were scaled from a topographic map and have
 FC1067.an estimated accuracy of +/- 6 seconds.
 FC1067
 FC1067.The orthometric height was determined by differential leveling
 FC1067.and adjusted by the National Geodetic Survey in June 1991..
 FC1067
 FC1067.The geoid height was determined by GEOID03.
 FC1067
 FC1067.The dynamic height is computed by dividing the NAVD 88
 FC1067.geopotential number by the normal gravity value computed on the
 FC1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1067.degrees latitude (g = 980.6199 gals.).
 FC1067
 FC1067.The modeled gravity was interpolated from observed gravity values.
 FC1067
 FC1067;                    North         East    Units  Estimated Accuracy
 FC1067;SPC TN       -   124,330.      685,310.      MT  (+/- 180 meters Scaled)
 FC1067
 FC1067                          SUPERSEDED SURVEY CONTROL
 FC1067
 FC1067  NGVD 29 (??/??/92)  232.775  (m)          763.70   (f) ADJ UNCH    1 2
 FC1067
 FC1067.Superseded values are not recommended for survey control.
 FC1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1067.See file dsdata.txt to determine how the superseded data were derived.
 FC1067
 FC1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE760247(NAD 83)
 FC1067_MARKER: H = DRILL HOLE
 FC1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1067_SP_SET: STEP
 FC1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1067
 FC1067  HISTORY     - Date     Condition        Report By
 FC1067  HISTORY     - 1950     MONUMENTED       CGS
 FC1067  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1067
 FC1067                          STATION DESCRIPTION
 FC1067
 FC1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1067'1.4 MI NE FROM GRAYSVILLE.
 FC1067'ABOUT 1.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1067'STATION AT GRAYSVILLE, ABOUT 120 YARDS SOUTHWEST OF A PRIVATE
 FC1067'ROAD CROSSING, ABOUT 75 YARDS NORTHEAST OF A SIGN STATION ONE MILE,
 FC1067'THE BOTTOM OF A SQUARE HOLE IN THE TOP OF THE FIRST STONE STEP
 FC1067'BELOW THE COPING STONE AT THE NORTHEAST END OF THE SOUTHEAST
 FC1067'HEAD WALL OF A STONE ARCH CULVERT UNDER RAILWAY, 7 INCHES
 FC1067'SOUTHEAST OF THE SOUTHEAST FACE OF THE COPING STONE, 4 INCHES
 FC1067'NORTHEAST OF THE SOUTHWEST FACE OF THE STEP, 12 INCHES NORTHWEST
 FC1067'OF THE SOUTHEAST FACE OF THE STEP, AND ABOUT 20 FEET BELOW THE
 FC1067'TRACK.  LETTERS U S C AND G S CUT IN STONE.
 FC1067
 FC1067                          STATION RECOVERY (1972)
 FC1067
 FC1067'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0128 ***********************************************************************
 FE0128  DESIGNATION -  Q 20
 FE0128  PID         -  FE0128
 FE0128  STATE/COUNTY-  TN/HENDERSON
 FE0128  USGS QUAD   -  CHESTERFIELD (1986)
 FE0128
 FE0128                         *CURRENT SURVEY CONTROL
 FE0128  ___________________________________________________________________
 FE0128* NAD 83(1986)-  35 38 03.     (N)    088 16 04.     (W)     SCALED    
 FE0128* NAVD 88     -       124.303  (meters)     407.82   (feet)  ADJUSTED  
 FE0128  ___________________________________________________________________
 FE0128  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0128  DYNAMIC HT  -         124.194 (meters)     407.46  (feet)  COMP
 FE0128  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 FE0128
 FE0128  VERT ORDER  -  SECOND    CLASS 0
 FE0128
 FE0128.The horizontal coordinates were scaled from a topographic map and have
 FE0128.an estimated accuracy of +/- 6 seconds.
 FE0128
 FE0128.The orthometric height was determined by differential leveling
 FE0128.and adjusted by the National Geodetic Survey in June 1991..
 FE0128
 FE0128.The geoid height was determined by GEOID03.
 FE0128
 FE0128.The dynamic height is computed by dividing the NAVD 88
 FE0128.geopotential number by the normal gravity value computed on the
 FE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0128.degrees latitude (g = 980.6199 gals.).
 FE0128
 FE0128.The modeled gravity was interpolated from observed gravity values.
 FE0128
 FE0128;                    North         East    Units  Estimated Accuracy
 FE0128;SPC TN       -   146,710.      394,620.      MT  (+/- 180 meters Scaled)
 FE0128
 FE0128                          SUPERSEDED SURVEY CONTROL
 FE0128
 FE0128  NGVD 29 (??/??/??)  124.322  (m)          407.88   (f) ADJUSTED    2 0
 FE0128
 FE0128.Superseded values are not recommended for survey control.
 FE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0128.See file dsdata.txt to determine how the superseded data were derived.
 FE0128
 FE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE852441(NAD 83)
 FE0128_MARKER: DB = BENCH MARK DISK
 FE0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0128_SP_SET: CULVERT
 FE0128_STAMPING: 407.968 Q 20 1934
 FE0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0128
 FE0128  HISTORY     - Date     Condition        Report By
 FE0128  HISTORY     - 1934     MONUMENTED       CGS
 FE0128  HISTORY     - 1943     GOOD             CGS
 FE0128  HISTORY     - 1971     GOOD             NGS
 FE0128
 FE0128                          STATION DESCRIPTION
 FE0128
 FE0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE0128'AT CHESTERFIELD.
 FE0128'AT CHESTERFIELD, HENDERSON COUNTY, ON THE ABANDONED NASHVILLE,
 FE0128'CHATTANOOGA AND ST. LOUIS RAILWAY, 100 YARDS WEST OF THE STATION,
 FE0128'AT CULVERT 8.6, IN THE TOP OF THE SOUTH HEADWALL, 8 INCHES SOUTH
 FE0128'OF THE NORTH EDGE OF THE HEADWALL, AND 26 INCHES EAST OF THE WEST
 FE0128'EDGE.  A STANDARD DISK, STAMPED 407.968 Q 20 1934.
 FE0128
 FE0128                          STATION RECOVERY (1971)
 FE0128
 FE0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FE0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0665 ***********************************************************************
 GB0665  DESIGNATION -  Q 201
 GB0665  PID         -  GB0665
 GB0665  STATE/COUNTY-  TN/CAMPBELL
 GB0665  USGS QUAD   -  PIONEER (1979)
 GB0665
 GB0665                         *CURRENT SURVEY CONTROL
 GB0665  ___________________________________________________________________
 GB0665* NAD 83(1986)-  36 26 33.     (N)    084 17 56.     (W)     SCALED    
 GB0665* NAVD 88     -       431.945  (meters)    1417.14   (feet)  ADJUSTED  
 GB0665  ___________________________________________________________________
 GB0665  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB0665  DYNAMIC HT  -         431.564 (meters)    1415.89  (feet)  COMP
 GB0665  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 GB0665
 GB0665  VERT ORDER  -  SECOND    CLASS 0
 GB0665
 GB0665.The horizontal coordinates were scaled from a topographic map and have
 GB0665.an estimated accuracy of +/- 6 seconds.
 GB0665
 GB0665.The orthometric height was determined by differential leveling
 GB0665.and adjusted by the National Geodetic Survey in June 1991..
 GB0665
 GB0665.The geoid height was determined by GEOID03.
 GB0665
 GB0665.The dynamic height is computed by dividing the NAVD 88
 GB0665.geopotential number by the normal gravity value computed on the
 GB0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0665.degrees latitude (g = 980.6199 gals.).
 GB0665
 GB0665.The modeled gravity was interpolated from observed gravity values.
 GB0665
 GB0665;                    North         East    Units  Estimated Accuracy
 GB0665;SPC TN       -   235,340.      752,510.      MT  (+/- 180 meters Scaled)
 GB0665
 GB0665                          SUPERSEDED SURVEY CONTROL
 GB0665
 GB0665  NGVD 29 (??/??/92)  432.052  (m)         1417.49   (f) ADJ UNCH    2 0
 GB0665
 GB0665.Superseded values are not recommended for survey control.
 GB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0665.See file dsdata.txt to determine how the superseded data were derived.
 GB0665
 GB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF421364(NAD 83)
 GB0665_MARKER: DB = BENCH MARK DISK
 GB0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0665_SP_SET: TUNNEL
 GB0665_STAMPING: Q 201 1951
 GB0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0665
 GB0665  HISTORY     - Date     Condition        Report By
 GB0665  HISTORY     - 1951     MONUMENTED       CGS
 GB0665  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0665
 GB0665                          STATION DESCRIPTION
 GB0665
 GB0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0665'2.4 MI NE FROM PIONEER.
 GB0665'ABOUT 2.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0665'STATION AT PIONEER, ABOUT 325 YARDS SOUTHWEST OF MILE POST 51,
 GB0665'SET VERTICALLY IN THE SOUTHWEST FACE OF BRICK ENTRANCE TO THE
 GB0665'CENTER ONE OF FIVE TUNNELS, 6 FEET SOUTHEAST OF THE SOUTHEAST
 GB0665'RAIL AND ABOUT 2 FEET ABOVE THE TRACK.
 GB0665
 GB0665                          STATION RECOVERY (1957)
 GB0665
 GB0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1082 ***********************************************************************
 GB1082  DESIGNATION -  Q 203
 GB1082  PID         -  GB1082
 GB1082  STATE/COUNTY-  TN/FENTRESS
 GB1082  USGS QUAD   -  SHARP PLACE (1981)
 GB1082
 GB1082                         *CURRENT SURVEY CONTROL
 GB1082  ___________________________________________________________________
 GB1082* NAD 83(1986)-  36 31 06.     (N)    084 49 17.     (W)     SCALED    
 GB1082* NAVD 88     -       518.352  (meters)    1700.63   (feet)  ADJUSTED  
 GB1082  ___________________________________________________________________
 GB1082  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GB1082  DYNAMIC HT  -         517.916 (meters)    1699.20  (feet)  COMP
 GB1082  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GB1082
 GB1082  VERT ORDER  -  SECOND    CLASS 0
 GB1082
 GB1082.The horizontal coordinates were scaled from a topographic map and have
 GB1082.an estimated accuracy of +/- 6 seconds.
 GB1082
 GB1082.The orthometric height was determined by differential leveling
 GB1082.and adjusted by the National Geodetic Survey in June 1991..
 GB1082
 GB1082.The geoid height was determined by GEOID03.
 GB1082
 GB1082.The dynamic height is computed by dividing the NAVD 88
 GB1082.geopotential number by the normal gravity value computed on the
 GB1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1082.degrees latitude (g = 980.6199 gals.).
 GB1082
 GB1082.The modeled gravity was interpolated from observed gravity values.
 GB1082
 GB1082;                    North         East    Units  Estimated Accuracy
 GB1082;SPC TN       -   243,070.      705,570.      MT  (+/- 180 meters Scaled)
 GB1082
 GB1082                          SUPERSEDED SURVEY CONTROL
 GB1082
 GB1082  NGVD 29 (??/??/92)  518.481  (m)         1701.05   (f) ADJ UNCH    2 0
 GB1082
 GB1082.Superseded values are not recommended for survey control.
 GB1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1082.See file dsdata.txt to determine how the superseded data were derived.
 GB1082
 GB1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF950436(NAD 83)
 GB1082_MARKER: DB = BENCH MARK DISK
 GB1082_SETTING: 66 = SET IN ROCK OUTCROP
 GB1082_SP_SET: ROCK LEDGE
 GB1082_STAMPING: Q 203 1951 1701.050
 GB1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1082+STABILITY: POSITION/ELEVATION WELL
 GB1082
 GB1082  HISTORY     - Date     Condition        Report By
 GB1082  HISTORY     - 1951     MONUMENTED       CGS
 GB1082  HISTORY     - 1958     GOOD             NGS
 GB1082
 GB1082                          STATION DESCRIPTION
 GB1082
 GB1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1082'5.7 MI NE FROM EAST JAMESTOWN.
 GB1082'ABOUT 5.7 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1082'AT EAST JAMESTOWN, ABOUT 0.8 MILE NORTHEAST OF JUNCTION OF A
 GB1082'GRAVEL ROAD EAST, ABOUT 0.45 MILE SOUTHWEST OF MAIN SOUTHWEST
 GB1082'ENTRANCE TO PICKETT STATE PARK, IN THE TOP OF AN OUTCROPPING
 GB1082'LIMESTONE LEDGE ABOUT 27 BY 7 FEET, 35 FEET SOUTHEAST OF CENTER
 GB1082'LINE OF ROAD, 67 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM A
 GB1082'TRIANGULAR BLAZED 8-INCH OAK TREE, 14 FEET SOUTHEAST OF A
 GB1082'FENCE LINE, 5 1/2 FEET SOUTHEAST OF NORTHWEST END OF LEDGE,
 GB1082'AND ABOUT LEVEL WITH ROAD.
 GB1082
 GB1082                          STATION RECOVERY (1958)
 GB1082
 GB1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2186 ***********************************************************************
 GB2186  DESIGNATION -  Q 204
 GB2186  PID         -  GB2186
 GB2186  STATE/COUNTY-  TN/CLAY
 GB2186  USGS QUAD   -  CELINA (1981)
 GB2186
 GB2186                         *CURRENT SURVEY CONTROL
 GB2186  ___________________________________________________________________
 GB2186* NAD 83(1986)-  36 34 55.     (N)    085 31 40.     (W)     SCALED    
 GB2186* NAVD 88     -       175.728  (meters)     576.53   (feet)  ADJUSTED  
 GB2186  ___________________________________________________________________
 GB2186  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB2186  DYNAMIC HT  -         175.581 (meters)     576.05  (feet)  COMP
 GB2186  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GB2186
 GB2186  VERT ORDER  -  SECOND    CLASS 0
 GB2186
 GB2186.The horizontal coordinates were scaled from a topographic map and have
 GB2186.an estimated accuracy of +/- 6 seconds.
 GB2186
 GB2186.The orthometric height was determined by differential leveling
 GB2186.and adjusted by the National Geodetic Survey in June 1991..
 GB2186
 GB2186.The geoid height was determined by GEOID03.
 GB2186
 GB2186.The dynamic height is computed by dividing the NAVD 88
 GB2186.geopotential number by the normal gravity value computed on the
 GB2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2186.degrees latitude (g = 980.6199 gals.).
 GB2186
 GB2186.The modeled gravity was interpolated from observed gravity values.
 GB2186
 GB2186;                    North         East    Units  Estimated Accuracy
 GB2186;SPC TN       -   249,590.      642,260.      MT  (+/- 180 meters Scaled)
 GB2186
 GB2186                          SUPERSEDED SURVEY CONTROL
 GB2186
 GB2186  NGVD 29 (??/??/92)  175.847  (m)          576.92   (f) ADJ UNCH    2 0
 GB2186
 GB2186.Superseded values are not recommended for survey control.
 GB2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2186.See file dsdata.txt to determine how the superseded data were derived.
 GB2186
 GB2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF317495(NAD 83)
 GB2186_MARKER: DB = BENCH MARK DISK
 GB2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2186_STAMPING: Q 204 1951
 GB2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2186+STABILITY: SURFACE MOTION
 GB2186
 GB2186  HISTORY     - Date     Condition        Report By
 GB2186  HISTORY     - 1951     MONUMENTED       CGS
 GB2186
 GB2186                          STATION DESCRIPTION
 GB2186
 GB2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2186'3.2 MI NW FROM CELINA.
 GB2186'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE
 GB2186'COURT HOUSE AT CELINA, THENCE ABOUT 0.65 MILE EAST AND NORTHEAST
 GB2186'ALONG A GRAVEL ROAD, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A
 GB2186'GRAVEL ROAD, 17 FEET NORTHEAST OF CENTER LINE OF GRAVEL ROAD,
 GB2186'3 1/2 FEET SOUTH OF A POWER POLE, 118 1/2 FEET SOUTHEAST OF SOUTH
 GB2186'CORNER OF A HOUSE NOW UNDER CONSTRUCTION, ABOUT 2 FEET ABOVE
 GB2186'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0189 ***********************************************************************
 FE0189  DESIGNATION -  Q 21
 FE0189  PID         -  FE0189
 FE0189  STATE/COUNTY-  TN/DECATUR
 FE0189  USGS QUAD   -  THURMAN (1972)
 FE0189
 FE0189                         *CURRENT SURVEY CONTROL
 FE0189  ___________________________________________________________________
 FE0189* NAD 83(1986)-  35 24 16.     (N)    088 10 59.     (W)     SCALED    
 FE0189* NAVD 88     -       157.306  (meters)     516.09   (feet)  ADJUSTED  
 FE0189  ___________________________________________________________________
 FE0189  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0189  DYNAMIC HT  -         157.165 (meters)     515.63  (feet)  COMP
 FE0189  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FE0189
 FE0189  VERT ORDER  -  FIRST     CLASS II
 FE0189
 FE0189.The horizontal coordinates were scaled from a topographic map and have
 FE0189.an estimated accuracy of +/- 6 seconds.
 FE0189
 FE0189.The orthometric height was determined by differential leveling
 FE0189.and adjusted by the National Geodetic Survey in June 1991..
 FE0189
 FE0189.The geoid height was determined by GEOID03.
 FE0189
 FE0189.The dynamic height is computed by dividing the NAVD 88
 FE0189.geopotential number by the normal gravity value computed on the
 FE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0189.degrees latitude (g = 980.6199 gals.).
 FE0189
 FE0189.The modeled gravity was interpolated from observed gravity values.
 FE0189
 FE0189;                    North         East    Units  Estimated Accuracy
 FE0189;SPC TN       -   121,050.      401,720.      MT  (+/- 180 meters Scaled)
 FE0189
 FE0189                          SUPERSEDED SURVEY CONTROL
 FE0189
 FE0189  NGVD 29 (??/??/??)  157.316  (m)          516.13   (f) ADJUSTED    1 2
 FE0189
 FE0189.Superseded values are not recommended for survey control.
 FE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0189.See file dsdata.txt to determine how the superseded data were derived.
 FE0189
 FE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE925185(NAD 83)
 FE0189_MARKER: DB = BENCH MARK DISK
 FE0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0189_STAMPING: Q 21 1934 516.305
 FE0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0189+STABILITY: SURFACE MOTION
 FE0189
 FE0189  HISTORY     - Date     Condition        Report By
 FE0189  HISTORY     - 1934     MONUMENTED       CGS
 FE0189  HISTORY     - 1947     GOOD             CGS
 FE0189  HISTORY     - 1949     GOOD             CGS
 FE0189
 FE0189                          STATION DESCRIPTION
 FE0189
 FE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0189'3 MI NE FROM SALTILLO.
 FE0189'2.95 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0189'AT SALTILLO, ABOUT 0.4 MILE SOUTH OF A RIGHT ANGLE TURN IN THE
 FE0189'HIGHWAY WITH TANGENTS SOUTH AND EAST AND THE JUNCTION OF A
 FE0189'GRAVEL ROAD LEADING WEST, SET AT A SMALL PEACH ORCHARD, 129
 FE0189'FEET NORTHEAST OF THE NORTHWEST CORNER OF A SMALL FARM HOUSE,
 FE0189'41 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 FE0189'EAST OF AN 8-INCH HICKORY TREE IN THE NORTHWEST CORNER OF THE
 FE0189'YARD, 125 FEET NORTH OF THE NORTHWEST CORNER OF A SMOKE HOUSE,
 FE0189'1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FE0189'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0189'6 INCHES.  NOTE-- A STEEL POST WAS SET 2.0 FEET SOUTHWEST OF
 FE0189'MARKER.
 FE0189
 FE0189                          STATION RECOVERY (1949)
 FE0189
 FE0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1266 ***********************************************************************
 FE1266  DESIGNATION -  Q 212
 FE1266  PID         -  FE1266
 FE1266  STATE/COUNTY-  TN/SHELBY
 FE1266  USGS QUAD   -  EADS (1983)
 FE1266
 FE1266                         *CURRENT SURVEY CONTROL
 FE1266  ___________________________________________________________________
 FE1266* NAD 83(1986)-  35 13 47.     (N)    089 43 28.     (W)     SCALED    
 FE1266* NAVD 88     -       117.724  (meters)     386.23   (feet)  ADJUSTED  
 FE1266  ___________________________________________________________________
 FE1266  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1266  DYNAMIC HT  -         117.618 (meters)     385.89  (feet)  COMP
 FE1266  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 FE1266
 FE1266  VERT ORDER  -  SECOND    CLASS 0
 FE1266
 FE1266.The horizontal coordinates were scaled from a topographic map and have
 FE1266.an estimated accuracy of +/- 6 seconds.
 FE1266
 FE1266.The orthometric height was determined by differential leveling
 FE1266.and adjusted by the National Geodetic Survey in June 1991..
 FE1266
 FE1266.The geoid height was determined by GEOID03.
 FE1266
 FE1266.The dynamic height is computed by dividing the NAVD 88
 FE1266.geopotential number by the normal gravity value computed on the
 FE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1266.degrees latitude (g = 980.6199 gals.).
 FE1266
 FE1266.The modeled gravity was interpolated from observed gravity values.
 FE1266
 FE1266;                    North         East    Units  Estimated Accuracy
 FE1266;SPC TN       -   105,910.      261,040.      MT  (+/- 180 meters Scaled)
 FE1266
 FE1266                          SUPERSEDED SURVEY CONTROL
 FE1266
 FE1266  NGVD 29 (??/??/??)  117.711  (m)          386.19   (f) ADJUSTED    2 0
 FE1266
 FE1266.Superseded values are not recommended for survey control.
 FE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1266.See file dsdata.txt to determine how the superseded data were derived.
 FE1266
 FE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE520019(NAD 83)
 FE1266_MARKER: DB = BENCH MARK DISK
 FE1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1266_STAMPING: Q 212 1958
 FE1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1266+STABILITY: SURFACE MOTION
 FE1266
 FE1266  HISTORY     - Date     Condition        Report By
 FE1266  HISTORY     - 1958     MONUMENTED       CGS
 FE1266  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1266
 FE1266                          STATION DESCRIPTION
 FE1266
 FE1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1266'10.4 MI ENE FROM BARTLETT.
 FE1266'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1266'AT BARTLETT, THENCE 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4
 FE1266'MILES NORTH ALONG BRUNSWICK RD., THENCE 1.4 MILES EAST ALONG THE
 FE1266'DAVIS PLANTATION RD., THENCE ONE MILE NORTHEAST CROSS COUNTRY,
 FE1266'THENCE 0.2 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILES EAST
 FE1266'ALONG AN ASPHALT ROAD, THENCE 0.3 MILES NORTH ALONG AN ASPHALT
 FE1266'ROAD, 147 FT. EAST OF THE CENTER LINE OF THE INTERSTATE HIGHWAY,
 FE1266'105 FT. NORTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 47.5
 FE1266'FT. SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 28.4 FT.
 FE1266'SOUTHWEST OF THE RIGHT OF WAY FENCE, 2 FT. NORTHWEST OF A WHITE
 FE1266'WOODEN POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1266'PROJECTING ABOUT 2 INCHES, ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FE1266'ROAD.
 FE1266
 FE1266                          STATION RECOVERY (1992)
 FE1266
 FE1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1266'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1101 ***********************************************************************
 FE1101  DESIGNATION -  Q 213
 FE1101  PID         -  FE1101
 FE1101  STATE/COUNTY-  TN/HAYWOOD
 FE1101  USGS QUAD   -  DANCYVILLE (1981)
 FE1101
 FE1101                         *CURRENT SURVEY CONTROL
 FE1101  ___________________________________________________________________
 FE1101* NAD 83(1986)-  35 25 00.     (N)    089 20 40.     (W)     SCALED    
 FE1101* NAVD 88     -       111.389  (meters)     365.45   (feet)  ADJUSTED  
 FE1101  ___________________________________________________________________
 FE1101  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE1101  DYNAMIC HT  -         111.290 (meters)     365.12  (feet)  COMP
 FE1101  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FE1101
 FE1101  VERT ORDER  -  SECOND    CLASS 0
 FE1101
 FE1101.The horizontal coordinates were scaled from a topographic map and have
 FE1101.an estimated accuracy of +/- 6 seconds.
 FE1101
 FE1101.The orthometric height was determined by differential leveling
 FE1101.and adjusted by the National Geodetic Survey in June 1991..
 FE1101
 FE1101.The geoid height was determined by GEOID03.
 FE1101
 FE1101.The dynamic height is computed by dividing the NAVD 88
 FE1101.geopotential number by the normal gravity value computed on the
 FE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1101.degrees latitude (g = 980.6199 gals.).
 FE1101
 FE1101.The modeled gravity was interpolated from observed gravity values.
 FE1101
 FE1101;                    North         East    Units  Estimated Accuracy
 FE1101;SPC TN       -   125,390.      296,310.      MT  (+/- 180 meters Scaled)
 FE1101
 FE1101                          SUPERSEDED SURVEY CONTROL
 FE1101
 FE1101  NGVD 29 (??/??/??)  111.385  (m)          365.44   (f) ADJUSTED    2 0
 FE1101
 FE1101.Superseded values are not recommended for survey control.
 FE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1101.See file dsdata.txt to determine how the superseded data were derived.
 FE1101
 FE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE871217(NAD 83)
 FE1101_MARKER: DB = BENCH MARK DISK
 FE1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1101_STAMPING: Q 213 1959
 FE1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1101+STABILITY: SURFACE MOTION
 FE1101
 FE1101  HISTORY     - Date     Condition        Report By
 FE1101  HISTORY     - 1959     MONUMENTED       CGS
 FE1101  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1101
 FE1101                          STATION DESCRIPTION
 FE1101
 FE1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1101'7 MI SE FROM STANTON.
 FE1101'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1101'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1101'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 FE1101'THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE
 FE1101'SOUTH ALONG A DIRT ROAD, 52.3 FT. NORTH-NORTHWEST OF A POWER
 FE1101'LINE BRACEPOLE, 43 FT. NORTH-NORTHEAST OF THE CENTER OF A T
 FE1101'JUNCTION 20 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 0.5
 FE1101'FT. EAST OF A FENCE LINE, 2.3 FT. SOUTH OF A WITNESS POST,
 FE1101'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1101
 FE1101                          STATION RECOVERY (2002)
 FE1101
 FE1101'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1101'SUSPECTED DESTROYED. FOUND PIECES OF BROKEN CONCRETE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1235 ***********************************************************************
 FE1235  DESIGNATION -  Q 214
 FE1235  PID         -  FE1235
 FE1235  STATE/COUNTY-  TN/SHELBY
 FE1235  USGS QUAD   -  ELLENDALE (1993)
 FE1235
 FE1235                         *CURRENT SURVEY CONTROL
 FE1235  ___________________________________________________________________
 FE1235* NAD 83(1986)-  35 10 45.     (N)    089 49 42.     (W)     SCALED    
 FE1235* NAVD 88     -        89.964  (meters)     295.16   (feet)  ADJUSTED  
 FE1235  ___________________________________________________________________
 FE1235  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1235  DYNAMIC HT  -          89.883 (meters)     294.89  (feet)  COMP
 FE1235  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 FE1235
 FE1235  VERT ORDER  -  SECOND    CLASS 0
 FE1235
 FE1235.The horizontal coordinates were scaled from a topographic map and have
 FE1235.an estimated accuracy of +/- 6 seconds.
 FE1235
 FE1235.The orthometric height was determined by differential leveling
 FE1235.and adjusted by the National Geodetic Survey in June 1991..
 FE1235
 FE1235.The geoid height was determined by GEOID03.
 FE1235
 FE1235.The dynamic height is computed by dividing the NAVD 88
 FE1235.geopotential number by the normal gravity value computed on the
 FE1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1235.degrees latitude (g = 980.6199 gals.).
 FE1235
 FE1235.The modeled gravity was interpolated from observed gravity values.
 FE1235
 FE1235;                    North         East    Units  Estimated Accuracy
 FE1235;SPC TN       -   100,670.      251,370.      MT  (+/- 180 meters Scaled)
 FE1235
 FE1235                          SUPERSEDED SURVEY CONTROL
 FE1235
 FE1235  NGVD 29 (??/??/??)   89.948  (m)          295.10   (f) ADJUSTED    2 0
 FE1235
 FE1235.Superseded values are not recommended for survey control.
 FE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1235.See file dsdata.txt to determine how the superseded data were derived.
 FE1235
 FE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD424965(NAD 83)
 FE1235_MARKER: DB = BENCH MARK DISK
 FE1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1235_STAMPING: Q 214 1959
 FE1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1235+STABILITY: SURFACE MOTION
 FE1235
 FE1235  HISTORY     - Date     Condition        Report By
 FE1235  HISTORY     - 1959     MONUMENTED       CGS
 FE1235  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1235
 FE1235                          STATION DESCRIPTION
 FE1235
 FE1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1235'4.5 MI NE FROM MEMPHIS.
 FE1235'IT IS LOCATED 2.3 MILES EAST ALONG MACON ROAD THENCE 1.2 MILES
 FE1235'NORTH ALONG WHITTEN ROAD THENCE 0.65 MILE SOUTHEAST ALONG CHAS.
 FE1235'BRYAN ROAD FROM THE JUNCTION OF MACON ROAD AND HIGHWAY 70 JUST
 FE1235'EAST OF MEMPHIS, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1235'THE GROUND, 147 FEET NORTHWEST OF CENTER OF INTERSTATE HIGHWAY,
 FE1235'19 FEET EAST OF CENTER OF CHAS. BRYAN ROAD, 4 FEET WEST OF A
 FE1235'NORTH-SOUTH FENCE LINE, AND 3 FEET SOUTH OF A WITNESS POST.  IT
 FE1235'IS ABOUT 0.1 MILE SOUTH OF TS-C1.
 FE1235
 FE1235                          STATION RECOVERY (1992)
 FE1235
 FE1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1235'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0608 ***********************************************************************
 FE0608  DESIGNATION -  Q 215
 FE0608  PID         -  FE0608
 FE0608  STATE/COUNTY-  TN/MADISON
 FE0608  USGS QUAD   -  ADAIR (1979)
 FE0608
 FE0608                         *CURRENT SURVEY CONTROL
 FE0608  ___________________________________________________________________
 FE0608* NAD 83(1986)-  35 39 05.     (N)    088 53 20.     (W)     SCALED    
 FE0608* NAVD 88     -       100.886  (meters)     330.99   (feet)  ADJUSTED  
 FE0608  ___________________________________________________________________
 FE0608  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0608  DYNAMIC HT  -         100.796 (meters)     330.69  (feet)  COMP
 FE0608  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0608
 FE0608  VERT ORDER  -  SECOND    CLASS 0
 FE0608
 FE0608.The horizontal coordinates were scaled from a topographic map and have
 FE0608.an estimated accuracy of +/- 6 seconds.
 FE0608
 FE0608.The orthometric height was determined by differential leveling
 FE0608.and adjusted by the National Geodetic Survey in June 1991..
 FE0608
 FE0608.The geoid height was determined by GEOID03.
 FE0608
 FE0608.The dynamic height is computed by dividing the NAVD 88
 FE0608.geopotential number by the normal gravity value computed on the
 FE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0608.degrees latitude (g = 980.6199 gals.).
 FE0608
 FE0608.The modeled gravity was interpolated from observed gravity values.
 FE0608
 FE0608;                    North         East    Units  Estimated Accuracy
 FE0608;SPC TN       -   150,100.      338,440.      MT  (+/- 180 meters Scaled)
 FE0608
 FE0608                          SUPERSEDED SURVEY CONTROL
 FE0608
 FE0608  NGVD 29 (??/??/??)  100.919  (m)          331.10   (f) ADJUSTED    2 0
 FE0608
 FE0608.Superseded values are not recommended for survey control.
 FE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0608.See file dsdata.txt to determine how the superseded data were derived.
 FE0608
 FE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE290469(NAD 83)
 FE0608_MARKER: DB = BENCH MARK DISK
 FE0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0608_STAMPING: Q 215 1959
 FE0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0608+STABILITY: SURFACE MOTION
 FE0608
 FE0608  HISTORY     - Date     Condition        Report By
 FE0608  HISTORY     - 1959     MONUMENTED       CGS
 FE0608  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0608
 FE0608                          STATION DESCRIPTION
 FE0608
 FE0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0608'4.6 MI W FROM JACKSON.
 FE0608'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM INTERSECTION OF U.S.
 FE0608'HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 0.85 WEST ON
 FE0608'INTERSTATE HIGHWAY 40, 0.95 MILE EAST OF R 215.  THE MARK IS
 FE0608'LOCATED 70 FEET NORTH OF NORTH EDGE OF ROAD, WHICH IS UNDER
 FE0608'CONSTRUCTION.  IT IS 4.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 FE0608'AND ABOUT 70 FEET EAST OF THE NORTHEAST CORNER OF A PROPOSED
 FE0608'BRIDGE.  THE MARK IS SET IN TOP OF A CONCRETE POST, WHICH IS 2
 FE0608'FEET SOUTH OF A WITNESS POST AND ABOUT 15 FEET BELOW THE LEVEL
 FE0608'OF THE ROAD.  THE MONUMENT PROJECTS ABOUT 2 INCHES.
 FE0608
 FE0608                          STATION RECOVERY (2002)
 FE0608
 FE0608'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0149 ***********************************************************************
 FE0149  DESIGNATION -  Q 216
 FE0149  PID         -  FE0149
 FE0149  STATE/COUNTY-  TN/HENDERSON
 FE0149  USGS QUAD   -  LEXINGTON (1992)
 FE0149
 FE0149                         *CURRENT SURVEY CONTROL
 FE0149  ___________________________________________________________________
 FE0149* NAD 83(1986)-  35 44 57.     (N)    088 29 54.     (W)     SCALED    
 FE0149* NAVD 88     -       144.185  (meters)     473.05   (feet)  ADJUSTED  
 FE0149  ___________________________________________________________________
 FE0149  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0149  DYNAMIC HT  -         144.056 (meters)     472.62  (feet)  COMP
 FE0149  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FE0149
 FE0149  VERT ORDER  -  SECOND    CLASS 0
 FE0149
 FE0149.The horizontal coordinates were scaled from a topographic map and have
 FE0149.an estimated accuracy of +/- 6 seconds.
 FE0149
 FE0149.The orthometric height was determined by differential leveling
 FE0149.and adjusted by the National Geodetic Survey in June 1991..
 FE0149
 FE0149.The geoid height was determined by GEOID03.
 FE0149
 FE0149.The dynamic height is computed by dividing the NAVD 88
 FE0149.geopotential number by the normal gravity value computed on the
 FE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0149.degrees latitude (g = 980.6199 gals.).
 FE0149
 FE0149.The modeled gravity was interpolated from observed gravity values.
 FE0149
 FE0149;                    North         East    Units  Estimated Accuracy
 FE0149;SPC TN       -   159,970.      374,070.      MT  (+/- 180 meters Scaled)
 FE0149
 FE0149                          SUPERSEDED SURVEY CONTROL
 FE0149
 FE0149  NGVD 29 (??/??/??)  144.211  (m)          473.13   (f) ADJUSTED    2 0
 FE0149
 FE0149.Superseded values are not recommended for survey control.
 FE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0149.See file dsdata.txt to determine how the superseded data were derived.
 FE0149
 FE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE645571(NAD 83)
 FE0149_MARKER: DB = BENCH MARK DISK
 FE0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0149_STAMPING: Q 216 1959
 FE0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0149+STABILITY: SURFACE MOTION
 FE0149
 FE0149  HISTORY     - Date     Condition        Report By
 FE0149  HISTORY     - 1959     MONUMENTED       CGS
 FE0149  HISTORY     - 1972     GOOD             TVA
 FE0149
 FE0149                          STATION DESCRIPTION
 FE0149
 FE0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0149'15.9 MI SW FROM YUMA.
 FE0149'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0149'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0149'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT AND
 FE0149'GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO A
 FE0149'DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0149'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES EAST
 FE0149'AND SOUTH ON A GRAVELED ROAD, THENCE 0.4 MILE NORTHWEST ON
 FE0149'STATE HIGHWAY 104, 101 FT. NORTHEAST OF THE NORTHEAST CORNER
 FE0149'OF THE R.L. MC KEE STORE, 21 FT. NORTH OF THE CENTER LINE OF
 FE0149'STATE HIGHWAY 104, 2.5 FT. EAST OF A TELEPHONE POLE, 1.6 FT. EAST
 FE0149'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE0149'3 INCHES, ABOUT LEVEL WITH THE ROAD.  NOTE-- 0.95 MI SE OF
 FE0149'I-40-HWY 104 INTERCHANGE, 0.15 MI SE OF BRIDGE, 15.0 FT N 80 E OF
 FE0149'NE CORNER OF R L MC KEE STORE.  21 FT N OF CENTERLINE HWY 104,
 FE0149'1.7 FT N OF CHAIN LINK FENCE, 1.5 FT SW OF 4 IN PINE.
 FE0149
 FE0149                          STATION RECOVERY (1972)
 FE0149
 FE0149'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1104 ***********************************************************************
 FD1104  DESIGNATION -  Q 217
 FD1104  PID         -  FD1104
 FD1104  STATE/COUNTY-  TN/BENTON
 FD1104  USGS QUAD   -  DANIELS LANDING (1992)
 FD1104
 FD1104                         *CURRENT SURVEY CONTROL
 FD1104  ___________________________________________________________________
 FD1104* NAD 83(1986)-  35 51 09.     (N)    087 57 42.     (W)     SCALED    
 FD1104* NAVD 88     -       111.155  (meters)     364.68   (feet)  ADJUSTED  
 FD1104  ___________________________________________________________________
 FD1104  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FD1104  DYNAMIC HT  -         111.059 (meters)     364.37  (feet)  COMP
 FD1104  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 FD1104
 FD1104  VERT ORDER  -  SECOND    CLASS 0
 FD1104
 FD1104.The horizontal coordinates were scaled from a topographic map and have
 FD1104.an estimated accuracy of +/- 6 seconds.
 FD1104
 FD1104.The orthometric height was determined by differential leveling
 FD1104.and adjusted by the National Geodetic Survey in June 1991..
 FD1104
 FD1104.The geoid height was determined by GEOID03.
 FD1104
 FD1104.The dynamic height is computed by dividing the NAVD 88
 FD1104.geopotential number by the normal gravity value computed on the
 FD1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1104.degrees latitude (g = 980.6199 gals.).
 FD1104
 FD1104.The modeled gravity was interpolated from observed gravity values.
 FD1104
 FD1104;                    North         East    Units  Estimated Accuracy
 FD1104;SPC TN       -   170,330.      422,820.      MT  (+/- 180 meters Scaled)
 FD1104
 FD1104                          SUPERSEDED SURVEY CONTROL
 FD1104
 FD1104  NGVD 29 (??/??/92)  111.186  (m)          364.78   (f) ADJ UNCH    2 0
 FD1104
 FD1104.Superseded values are not recommended for survey control.
 FD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1104.See file dsdata.txt to determine how the superseded data were derived.
 FD1104
 FD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE131680(NAD 83)
 FD1104_MARKER: DB = BENCH MARK DISK
 FD1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1104_STAMPING: Q 217 1959
 FD1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1104+STABILITY: SURFACE MOTION
 FD1104
 FD1104  HISTORY     - Date     Condition        Report By
 FD1104  HISTORY     - 1959     MONUMENTED       CGS
 FD1104  HISTORY     - 1967     GOOD             NGS
 FD1104  HISTORY     - 1973     GOOD             TVA
 FD1104
 FD1104                          STATION DESCRIPTION
 FD1104
 FD1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1104'11.5 MI ESE FROM MC ILLWAIN.
 FD1104'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1104'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO WESTERLY ON
 FD1104'INTERSTATE ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.
 FD1104'HERE TAKE OFF RAMP RIGHT, THEN TURN BACK LEFT ACROSS THE BIRDSONG
 FD1104'ROAD OVERPASS TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND
 FD1104'GO SOUTHEASTERLY AND EAST ON A GRAVELED ROAD FOR 0.9 MILE TO
 FD1104'A CURVE RIGHT, TURN RIGHT ON GRAVELED ROAD AND GO SOUTHERLY
 FD1104'FOR 1.0 MILE TO A T INTERSECTION AND THE MARK ON THE LEFT IN
 FD1104'THE NORTHEAST ANGLE.  IT IS 63 FEET NORTHEAST OF THE APPROXIMATE
 FD1104'CENTER OF THE T INTERSECTION, 23 FEET NORTH OF THE APPROXIMATE
 FD1104'CENTER OF A GRAVELED ROAD, 22, FEET EAST OF THE APPROXIMATE CENTER
 FD1104'OF A GRAVELED ROAD, 2.6 FEET NORTH OF A METAL WITNESS POST AND
 FD1104'SIGN, AND ABOUT LEVEL WITH THE ROADS.  A STANDARD DISK SET IN
 FD1104'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD1104'DISK IS STAMPED Q 217 1959.  NOTE-- STATION IS 1.2 MI. SSE FROM
 FD1104'BIRDSONG ROAD JUNCTION AND I-40 (AIRLINE) AND ON LEFT BANK OF
 FD1104'KY RESERVOIR OPPOSITE RIVER MILE 117.25.  ABOUT 350 FEET NE OF
 FD1104'MOUTH OF OLDE HOLLOW.  9.8 FEET N 20 E TO 8 INCH S. GUM. 5.6
 FD1104'FEET S 70 E TO 6 INCH ASH.  USC AND GS POST AND SIGN.
 FD1104
 FD1104                          STATION RECOVERY (1973)
 FD1104
 FD1104'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1161 ***********************************************************************
 FD1161  DESIGNATION -  Q 218
 FD1161  PID         -  FD1161
 FD1161  STATE/COUNTY-  TN/HICKMAN
 FD1161  USGS QUAD   -  SPOT (1942)
 FD1161
 FD1161                         *CURRENT SURVEY CONTROL
 FD1161  ___________________________________________________________________
 FD1161* NAD 83(1986)-  35 54 27.     (N)    087 37 15.     (W)     SCALED    
 FD1161* NAVD 88     -       146.928  (meters)     482.05   (feet)  ADJUSTED  
 FD1161  ___________________________________________________________________
 FD1161  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1161  DYNAMIC HT  -         146.799 (meters)     481.62  (feet)  COMP
 FD1161  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FD1161
 FD1161  VERT ORDER  -  SECOND    CLASS 0
 FD1161
 FD1161.The horizontal coordinates were scaled from a topographic map and have
 FD1161.an estimated accuracy of +/- 6 seconds.
 FD1161
 FD1161.The orthometric height was determined by differential leveling
 FD1161.and adjusted by the National Geodetic Survey in June 1991..
 FD1161
 FD1161.The geoid height was determined by GEOID03.
 FD1161
 FD1161.The dynamic height is computed by dividing the NAVD 88
 FD1161.geopotential number by the normal gravity value computed on the
 FD1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1161.degrees latitude (g = 980.6199 gals.).
 FD1161
 FD1161.The modeled gravity was interpolated from observed gravity values.
 FD1161
 FD1161;                    North         East    Units  Estimated Accuracy
 FD1161;SPC TN       -   175,860.      453,700.      MT  (+/- 180 meters Scaled)
 FD1161
 FD1161                          SUPERSEDED SURVEY CONTROL
 FD1161
 FD1161  NGVD 29 (??/??/92)  146.946  (m)          482.11   (f) ADJ UNCH    2 0
 FD1161
 FD1161.Superseded values are not recommended for survey control.
 FD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1161.See file dsdata.txt to determine how the superseded data were derived.
 FD1161
 FD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE439738(NAD 83)
 FD1161_MARKER: DB = BENCH MARK DISK
 FD1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1161_STAMPING: Q 218 1959
 FD1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1161+STABILITY: SURFACE MOTION
 FD1161
 FD1161  HISTORY     - Date     Condition        Report By
 FD1161  HISTORY     - 1959     MONUMENTED       CGS
 FD1161
 FD1161                          STATION DESCRIPTION
 FD1161
 FD1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1161'7.2 MI NE FROM ONLY.
 FD1161'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1161'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1161'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1161'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1161'1.45 MILE NORTHEAST ON A GRAVELED ROAD, 18 FT. SOUTHEAST OF THE CENTER
 FD1161'OF THE GRAVELED ROAD, 80 FT. SOUTH AND ACROSS THE ROAD FROM A POWER
 FD1161'LINE POLE WITH A GUY WIRE, 50 FT. NORTHEAST OF THE CENTER OF
 FD1161'A ROAD LEADING TO SOME FARM BUILDINGS, 1 FT. NORTHWEST OF A FENCE,
 FD1161'1.8 FT. SOUTHEAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 FD1161'POST PROJECTING 3 INCHES, AND ABOUT 2 FT. BELOW THE LEVEL OF THE
 FD1161'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1466 ***********************************************************************
 GC1466  DESIGNATION -  Q 219
 GC1466  PID         -  GC1466
 GC1466  STATE/COUNTY-  TN/DICKSON
 GC1466  USGS QUAD   -  WHITE BLUFF (1983)
 GC1466
 GC1466                         *CURRENT SURVEY CONTROL
 GC1466  ___________________________________________________________________
 GC1466* NAD 83(1986)-  36 01 56.     (N)    087 12 47.     (W)     SCALED    
 GC1466* NAVD 88     -       178.158  (meters)     584.51   (feet)  ADJUSTED  
 GC1466  ___________________________________________________________________
 GC1466  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1466  DYNAMIC HT  -         178.004 (meters)     584.00  (feet)  COMP
 GC1466  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1466
 GC1466  VERT ORDER  -  SECOND    CLASS 0
 GC1466
 GC1466.The horizontal coordinates were scaled from a topographic map and have
 GC1466.an estimated accuracy of +/- 6 seconds.
 GC1466
 GC1466.The orthometric height was determined by differential leveling
 GC1466.and adjusted by the National Geodetic Survey in June 1991..
 GC1466
 GC1466.The geoid height was determined by GEOID03.
 GC1466
 GC1466.The dynamic height is computed by dividing the NAVD 88
 GC1466.geopotential number by the normal gravity value computed on the
 GC1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1466.degrees latitude (g = 980.6199 gals.).
 GC1466
 GC1466.The modeled gravity was interpolated from observed gravity values.
 GC1466
 GC1466;                    North         East    Units  Estimated Accuracy
 GC1466;SPC TN       -   189,170.      490,680.      MT  (+/- 180 meters Scaled)
 GC1466
 GC1466                          SUPERSEDED SURVEY CONTROL
 GC1466
 GC1466  NGVD 29 (??/??/92)  178.162  (m)          584.52   (f) ADJ UNCH    2 0
 GC1466
 GC1466.Superseded values are not recommended for survey control.
 GC1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1466.See file dsdata.txt to determine how the superseded data were derived.
 GC1466
 GC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE808875(NAD 83)
 GC1466_MARKER: DB = BENCH MARK DISK
 GC1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1466_SP_SET: BRIDGE WALKWAY
 GC1466_STAMPING: Q 219 1959
 GC1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1466
 GC1466  HISTORY     - Date     Condition        Report By
 GC1466  HISTORY     - 1959     MONUMENTED       CGS
 GC1466
 GC1466                          STATION DESCRIPTION
 GC1466
 GC1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1466'11 MI E FROM TIDWELL.
 GC1466'FROM A T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1466'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1466'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1466'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1466'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96,
 GC1466'THENCE 2.75 MILES NORTHEAST ON A GRAVELED ROAD, THENCE 0.1 MILE
 GC1466'EAST ON STATE HIGHWAY 96 TO A CONCRETE BRIDGE, THE MARK IS SET IN
 GC1466'THE TOP OF THE SOUTHEAST WALKWAY AT THE EAST END OF THE CONCRETE
 GC1466'BRIDGE OVER TURNBULL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1380 ***********************************************************************
 GC1380  DESIGNATION -  Q 22
 GC1380  PID         -  GC1380
 GC1380  STATE/COUNTY-  TN/DICKSON
 GC1380  USGS QUAD   -  SLAYDEN (1983)
 GC1380
 GC1380                         *CURRENT SURVEY CONTROL
 GC1380  ___________________________________________________________________
 GC1380* NAD 83(1986)-  36 15 28.     (N)    087 27 39.     (W)     SCALED    
 GC1380* NAVD 88     -       247.614  (meters)     812.38   (feet)  ADJUSTED  
 GC1380  ___________________________________________________________________
 GC1380  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC1380  DYNAMIC HT  -         247.402 (meters)     811.68  (feet)  COMP
 GC1380  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC1380
 GC1380  VERT ORDER  -  SECOND    CLASS 0
 GC1380
 GC1380.The horizontal coordinates were scaled from a topographic map and have
 GC1380.an estimated accuracy of +/- 6 seconds.
 GC1380
 GC1380.The orthometric height was determined by differential leveling
 GC1380.and adjusted by the National Geodetic Survey in June 1991..
 GC1380
 GC1380.The geoid height was determined by GEOID03.
 GC1380
 GC1380.The dynamic height is computed by dividing the NAVD 88
 GC1380.geopotential number by the normal gravity value computed on the
 GC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1380.degrees latitude (g = 980.6199 gals.).
 GC1380
 GC1380.The modeled gravity was interpolated from observed gravity values.
 GC1380
 GC1380;                    North         East    Units  Estimated Accuracy
 GC1380;SPC TN       -   214,500.      468,720.      MT  (+/- 180 meters Scaled)
 GC1380
 GC1380                          SUPERSEDED SURVEY CONTROL
 GC1380
 GC1380  NGVD 29 (??/??/92)  247.626  (m)          812.42   (f) ADJ UNCH    2 0
 GC1380
 GC1380.Superseded values are not recommended for survey control.
 GC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1380.See file dsdata.txt to determine how the superseded data were derived.
 GC1380
 GC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF586126(NAD 83)
 GC1380_MARKER: DB = BENCH MARK DISK
 GC1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1380_STAMPING: 812.702 Q 22 1934
 GC1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1380+STABILITY: SURFACE MOTION
 GC1380
 GC1380  HISTORY     - Date     Condition        Report By
 GC1380  HISTORY     - 1934     MONUMENTED       CGS
 GC1380  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC1380
 GC1380                          STATION DESCRIPTION
 GC1380
 GC1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC1380'2 MI N FROM VAN LEER.
 GC1380'2.0 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED LOUISVILLE
 GC1380'AND NASHVILLE RAILROAD FROM VAN LEER, DICKSON COUNTY, 50 FEET
 GC1380'SOUTH OF A ROAD CROSSING, AND 12 FEET EAST OF THE CENTERLINE OF
 GC1380'THE OLD ROADBED.  A STANDARD DISK, STAMPED 812.702 Q 22 1934 AND
 GC1380'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1059 ***********************************************************************
 GC1059  DESIGNATION -  Q 220
 GC1059  PID         -  GC1059
 GC1059  STATE/COUNTY-  TN/SUMNER
 GC1059  USGS QUAD   -  PORTLAND (1981)
 GC1059
 GC1059                         *CURRENT SURVEY CONTROL
 GC1059  ___________________________________________________________________
 GC1059* NAD 83(1986)-  36 36 40.     (N)    086 34 42.     (W)     SCALED    
 GC1059* NAVD 88     -       238.933  (meters)     783.90   (feet)  ADJUSTED  
 GC1059  ___________________________________________________________________
 GC1059  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GC1059  DYNAMIC HT  -         238.733 (meters)     783.24  (feet)  COMP
 GC1059  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GC1059
 GC1059  VERT ORDER  -  SECOND    CLASS 0
 GC1059
 GC1059.The horizontal coordinates were scaled from a topographic map and have
 GC1059.an estimated accuracy of +/- 6 seconds.
 GC1059
 GC1059.The orthometric height was determined by differential leveling
 GC1059.and adjusted by the National Geodetic Survey in June 1991..
 GC1059
 GC1059.The geoid height was determined by GEOID03.
 GC1059
 GC1059.The dynamic height is computed by dividing the NAVD 88
 GC1059.geopotential number by the normal gravity value computed on the
 GC1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1059.degrees latitude (g = 980.6199 gals.).
 GC1059
 GC1059.The modeled gravity was interpolated from observed gravity values.
 GC1059
 GC1059;                    North         East    Units  Estimated Accuracy
 GC1059;SPC TN       -   252,880.      548,260.      MT  (+/- 180 meters Scaled)
 GC1059
 GC1059                          SUPERSEDED SURVEY CONTROL
 GC1059
 GC1059  NGVD 29 (??/??/92)  239.012  (m)          784.16   (f) ADJ UNCH    2 0
 GC1059
 GC1059.Superseded values are not recommended for survey control.
 GC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1059.See file dsdata.txt to determine how the superseded data were derived.
 GC1059
 GC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF377518(NAD 83)
 GC1059_MARKER: DB = BENCH MARK DISK
 GC1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1059_STAMPING: Q 220 1959
 GC1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1059+STABILITY: SURFACE MOTION
 GC1059
 GC1059  HISTORY     - Date     Condition        Report By
 GC1059  HISTORY     - 1959     MONUMENTED       CGS
 GC1059
 GC1059                          STATION DESCRIPTION
 GC1059
 GC1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1059'4.2 MI SW FROM MITCHELLVILLE.
 GC1059'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1059'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1059'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1059'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1059'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILE SOUTHWEST
 GC1059'ON U.S. HIGHWAY 31 W TO A GRAVEL ROAD CROSSING, 61 FT. SOUTHEAST
 GC1059'OF THE CENTER OF THE HIGHWAY AND THE GRAVEL ROAD CROSSING, 57
 GC1059'FT. EAST OF THE CENTER OF U.S. HIGHWAY 31W, 25 FT. SOUTH OF THE
 GC1059'CENTER OF THE GRAVELED ROAD, 7.3 FT. SOUTHEAST OF A SIGN
 GC1059'IMMANUEL BAPTIST CHURCH, 1.6 FT. WEST OF A FENCE, AND 1.9 FT.
 GC1059'EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1059'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0517 ***********************************************************************
 GC0517  DESIGNATION -  Q 221 RESET
 GC0517  PID         -  GC0517
 GC0517  STATE/COUNTY-  TN/DAVIDSON
 GC0517  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0517
 GC0517                         *CURRENT SURVEY CONTROL
 GC0517  ___________________________________________________________________
 GC0517* NAD 83(1986)-  36 19 31.     (N)    086 42 26.     (W)     SCALED    
 GC0517* NAVD 88     -       133.97   (meters)     439.5    (feet)  RESET     
 GC0517  ___________________________________________________________________
 GC0517  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0517
 GC0517  VERT ORDER  -  THIRD
 GC0517
 GC0517.The horizontal coordinates were scaled from a topographic map and have
 GC0517.an estimated accuracy of +/- 6 seconds.
 GC0517
 GC0517.The orthometric height was computed from unverified reset data.
 GC0517.No vertical observational check was made to the station.
 GC0517
 GC0517.The geoid height was determined by GEOID03.
 GC0517
 GC0517;                    North         East    Units  Estimated Accuracy
 GC0517;SPC TN       -   221,240.      536,500.      MT  (+/- 180 meters Scaled)
 GC0517
 GC0517                          SUPERSEDED SURVEY CONTROL
 GC0517
 GC0517  NGVD 29 (10/12/01)  134.02   (m)          439.7    (f) RESET       3  
 GC0517
 GC0517.Superseded values are not recommended for survey control.
 GC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0517.See file dsdata.txt to determine how the superseded data were derived.
 GC0517
 GC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF262200(NAD 83)
 GC0517_MARKER: DB = BENCH MARK DISK
 GC0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0517_SP_SET: PIER
 GC0517_STAMPING: Q 221 RESET 1975
 GC0517_MARK LOGO: NGS   
 GC0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0517
 GC0517  HISTORY     - Date     Condition        Report By
 GC0517  HISTORY     - 1975     MONUMENTED       NGS
 GC0517
 GC0517                          STATION DESCRIPTION
 GC0517
 GC0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC0517'0.4 MI E FROM GOODLETTSVILLE.
 GC0517'A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE WEST FACE
 GC0517'OF THE SOUTH AND WEST PIER OF THE OVERPASS OF INTERSTATE HIGHWAY
 GC0517'65 AND LONG HOLLOW PIKE, 26 FEET SOUTH OF THE CENTERLINE OF LONG
 GC0517'HOLLOW PIKE AND 3 1/2 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0645 ***********************************************************************
 GC0645  DESIGNATION -  Q 222
 GC0645  PID         -  GC0645
 GC0645  STATE/COUNTY-  TN/DAVIDSON
 GC0645  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0645
 GC0645                         *CURRENT SURVEY CONTROL
 GC0645  ___________________________________________________________________
 GC0645* NAD 83(1986)-  36 08 54.     (N)    086 44 49.     (W)     SCALED    
 GC0645* NAVD 88     -       130.722  (meters)     428.88   (feet)  ADJUSTED  
 GC0645  ___________________________________________________________________
 GC0645  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0645  DYNAMIC HT  -         130.610 (meters)     428.51  (feet)  COMP
 GC0645  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0645
 GC0645  VERT ORDER  -  SECOND    CLASS 0
 GC0645
 GC0645.The horizontal coordinates were scaled from a topographic map and have
 GC0645.an estimated accuracy of +/- 6 seconds.
 GC0645
 GC0645.The orthometric height was determined by differential leveling
 GC0645.and adjusted by the National Geodetic Survey in June 1991..
 GC0645
 GC0645.The geoid height was determined by GEOID03.
 GC0645
 GC0645.The dynamic height is computed by dividing the NAVD 88
 GC0645.geopotential number by the normal gravity value computed on the
 GC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0645.degrees latitude (g = 980.6199 gals.).
 GC0645
 GC0645.The modeled gravity was interpolated from observed gravity values.
 GC0645
 GC0645;                    North         East    Units  Estimated Accuracy
 GC0645;SPC TN       -   201,630.      532,780.      MT  (+/- 180 meters Scaled)
 GC0645
 GC0645                          SUPERSEDED SURVEY CONTROL
 GC0645
 GC0645  NGVD 29 (??/??/92)  130.740  (m)          428.94   (f) ADJ UNCH    2 0
 GC0645
 GC0645.Superseded values are not recommended for survey control.
 GC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0645.See file dsdata.txt to determine how the superseded data were derived.
 GC0645
 GC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF227004(NAD 83)
 GC0645_MARKER: DB = BENCH MARK DISK
 GC0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0645_STAMPING: Q 222 1960
 GC0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0645+STABILITY: SURFACE MOTION
 GC0645
 GC0645  HISTORY     - Date     Condition        Report By
 GC0645  HISTORY     - 1960     MONUMENTED       CGS
 GC0645
 GC0645                          STATION DESCRIPTION
 GC0645
 GC0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0645'AT NASHVILLE.
 GC0645'THIS BENCH MARK IS LOCATED ABOUT 0.3 MILE NORTH OF THE INTERSECTION
 GC0645'OF LAFAYETTE ST. AND ORR AVE. IN THE SOUTHEAST SECTION OF
 GC0645'NASHVILLE, 30 FT. NORTHWEST OF THE CENTER OF ORR AVE., 71 FT.
 GC0645'NORTH OF A POWER LINE POLE, 20 FT. SOUTHEAST OF A FENCE CORNER
 GC0645'AND 2 FT. SOUTHWEST OF A WITNESS SIGN, IN THE TOP OF A CONCRETE
 GC0645'POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0564 ***********************************************************************
 FD0564  DESIGNATION -  Q 223
 FD0564  PID         -  FD0564
 FD0564  STATE/COUNTY-  TN/MAURY
 FD0564  USGS QUAD   -  SPRING HILL (1979)
 FD0564
 FD0564                         *CURRENT SURVEY CONTROL
 FD0564  ___________________________________________________________________
 FD0564* NAD 83(1986)-  35 45 09.     (N)    086 55 23.     (W)     SCALED    
 FD0564* NAVD 88     -       214.471  (meters)     703.64   (feet)  ADJUSTED  
 FD0564  ___________________________________________________________________
 FD0564  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0564  DYNAMIC HT  -         214.282 (meters)     703.02  (feet)  COMP
 FD0564  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FD0564
 FD0564  VERT ORDER  -  FIRST     CLASS II
 FD0564
 FD0564.The horizontal coordinates were scaled from a topographic map and have
 FD0564.an estimated accuracy of +/- 6 seconds.
 FD0564
 FD0564.The orthometric height was determined by differential leveling
 FD0564.and adjusted by the National Geodetic Survey in June 1991..
 FD0564.WARNING-Repeat measurements at this control monument indicate possible
 FD0564.vertical movement.
 FD0564
 FD0564.The geoid height was determined by GEOID03.
 FD0564
 FD0564.The dynamic height is computed by dividing the NAVD 88
 FD0564.geopotential number by the normal gravity value computed on the
 FD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0564.degrees latitude (g = 980.6199 gals.).
 FD0564
 FD0564.The modeled gravity was interpolated from observed gravity values.
 FD0564
 FD0564;                    North         East    Units  Estimated Accuracy
 FD0564;SPC TN       -   157,850.      516,520.      MT  (+/- 180 meters Scaled)
 FD0564
 FD0564                          SUPERSEDED SURVEY CONTROL
 FD0564
 FD0564  NGVD 29 (??/??/92)  214.433  (m)          703.52   (f) ADJ UNCH    1 2
 FD0564
 FD0564.Superseded values are not recommended for survey control.
 FD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0564.See file dsdata.txt to determine how the superseded data were derived.
 FD0564
 FD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE069565(NAD 83)
 FD0564_MARKER: DB = BENCH MARK DISK
 FD0564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0564_STAMPING: Q 223 1960
 FD0564_MARK LOGO: CGS   
 FD0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0564
 FD0564  HISTORY     - Date     Condition        Report By
 FD0564  HISTORY     - 1960     MONUMENTED       CGS
 FD0564  HISTORY     - 1984     GOOD             NGS
 FD0564
 FD0564                          STATION DESCRIPTION
 FD0564
 FD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0564'0.3 MI E FROM SPRING HILL.
 FD0564'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0564'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 0.3
 FD0564'MILE EAST ON DUPLEX RD. TO A STEEL AND CONCRETE BRIDGE.  THE
 FD0564'DISK IS CEMENTED IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT
 FD0564'OF THE BRIDGE, 8 FT. NORTH OF THE CENTER OF THE ROAD.
 FD0564
 FD0564                          STATION RECOVERY (1984)
 FD0564
 FD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0564'RECOVERED IN GOOD CONDITION.  NOTE, THE DISK IS NOT IN THE ABUTMENT
 FD0564'BUT THE BRIDGE PLATFORM ITSELF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0364 ***********************************************************************
 FD0364  DESIGNATION -  Q 224
 FD0364  PID         -  FD0364
 FD0364  STATE/COUNTY-  TN/MARSHALL
 FD0364  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0364
 FD0364                         *CURRENT SURVEY CONTROL
 FD0364  ___________________________________________________________________
 FD0364* NAD 83(1986)-  35 28 16.     (N)    086 53 25.     (W)     SCALED    
 FD0364* NAVD 88     -       244.514  (meters)     802.21   (feet)  ADJUSTED  
 FD0364  ___________________________________________________________________
 FD0364  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0364  DYNAMIC HT  -         244.294 (meters)     801.49  (feet)  COMP
 FD0364  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FD0364
 FD0364  VERT ORDER  -  SECOND    CLASS 0
 FD0364
 FD0364.The horizontal coordinates were scaled from a topographic map and have
 FD0364.an estimated accuracy of +/- 6 seconds.
 FD0364
 FD0364.The orthometric height was determined by differential leveling
 FD0364.and adjusted by the National Geodetic Survey in June 1991..
 FD0364
 FD0364.The geoid height was determined by GEOID03.
 FD0364
 FD0364.The dynamic height is computed by dividing the NAVD 88
 FD0364.geopotential number by the normal gravity value computed on the
 FD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0364.degrees latitude (g = 980.6199 gals.).
 FD0364
 FD0364.The modeled gravity was interpolated from observed gravity values.
 FD0364
 FD0364;                    North         East    Units  Estimated Accuracy
 FD0364;SPC TN       -   126,600.      519,200.      MT  (+/- 180 meters Scaled)
 FD0364
 FD0364                          SUPERSEDED SURVEY CONTROL
 FD0364
 FD0364  NGVD 29 (??/??/92)  244.498  (m)          802.16   (f) ADJ UNCH    2 0
 FD0364
 FD0364.Superseded values are not recommended for survey control.
 FD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0364.See file dsdata.txt to determine how the superseded data were derived.
 FD0364
 FD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE099252(NAD 83)
 FD0364_MARKER: DB = BENCH MARK DISK
 FD0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0364_STAMPING: Q 224 1960
 FD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0364+STABILITY: SURFACE MOTION
 FD0364
 FD0364  HISTORY     - Date     Condition        Report By
 FD0364  HISTORY     - 1960     MONUMENTED       CGS
 FD0364
 FD0364                          STATION DESCRIPTION
 FD0364
 FD0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0364'3 MI S FROM BRYANT.
 FD0364'FROM THE BRYANT SCHOOL IN BRYANT, GO 2.95 MILES SOUTH ON A PAVED
 FD0364'ROAD.  THE BENCH MARK IS 87 FT. EAST OF A TELEPHONE POLE, 27 FT.
 FD0364'EAST OF THE CENTER OF THE PAVED ROAD, 1 FT. WEST OF A FENCE, AND
 FD0364'1.8 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0364'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL
 FD0364'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0449 ***********************************************************************
 FD0449  DESIGNATION -  Q 225
 FD0449  PID         -  FD0449
 FD0449  STATE/COUNTY-  TN/GILES
 FD0449  USGS QUAD   -  ELKTON (1982)
 FD0449
 FD0449                         *CURRENT SURVEY CONTROL
 FD0449  ___________________________________________________________________
 FD0449* NAD 83(1986)-  35 02 42.     (N)    086 52 54.     (W)     SCALED    
 FD0449* NAVD 88     -       194.984  (meters)     639.71   (feet)  ADJUSTED  
 FD0449  ___________________________________________________________________
 FD0449  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0449  DYNAMIC HT  -         194.801 (meters)     639.11  (feet)  COMP
 FD0449  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FD0449
 FD0449  VERT ORDER  -  SECOND    CLASS 0
 FD0449
 FD0449.The horizontal coordinates were scaled from a topographic map and have
 FD0449.an estimated accuracy of +/- 6 seconds.
 FD0449
 FD0449.The orthometric height was determined by differential leveling
 FD0449.and adjusted by the National Geodetic Survey in June 1991..
 FD0449
 FD0449.The geoid height was determined by GEOID03.
 FD0449
 FD0449.The dynamic height is computed by dividing the NAVD 88
 FD0449.geopotential number by the normal gravity value computed on the
 FD0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0449.degrees latitude (g = 980.6199 gals.).
 FD0449
 FD0449.The modeled gravity was interpolated from observed gravity values.
 FD0449
 FD0449;                    North         East    Units  Estimated Accuracy
 FD0449;SPC TN       -    79,320.      519,560.      MT  (+/- 180 meters Scaled)
 FD0449
 FD0449                          SUPERSEDED SURVEY CONTROL
 FD0449
 FD0449  NGVD 29 (??/??/92)  194.951  (m)          639.60   (f) ADJ UNCH    2 0
 FD0449
 FD0449.Superseded values are not recommended for survey control.
 FD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0449.See file dsdata.txt to determine how the superseded data were derived.
 FD0449
 FD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED107780(NAD 83)
 FD0449_MARKER: DB = BENCH MARK DISK
 FD0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0449_STAMPING: Q 225 1960
 FD0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0449+STABILITY: SURFACE MOTION
 FD0449
 FD0449  HISTORY     - Date     Condition        Report By
 FD0449  HISTORY     - 1960     MONUMENTED       CGS
 FD0449
 FD0449                          STATION DESCRIPTION
 FD0449
 FD0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0449'1.4 MI S FROM ELKTON.
 FD0449'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0449'STREET, THEN 0.9 MILE SOUTH ON U.S. HIGHWAY 31, THEN 0.35 MILE
 FD0449'EAST ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 205 FT. WEST OF
 FD0449'THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY, 130 FT. WEST OF
 FD0449'THE CENTER OF THE INTERSECTION OF A GRAVEL ROAD AND A PRIVATE
 FD0449'DRIVE, 35 FT. SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 7 FT.
 FD0449'WEST OF A POWER LINE POLE, AND 2 FT. SOUTHWEST OF A WITNESS
 FD0449'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD0449'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0684 ***********************************************************************
 GC0684  DESIGNATION -  Q 226
 GC0684  PID         -  GC0684
 GC0684  STATE/COUNTY-  TN/DAVIDSON
 GC0684  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0684
 GC0684                         *CURRENT SURVEY CONTROL
 GC0684  ___________________________________________________________________
 GC0684* NAD 83(1986)-  36 08 12.     (N)    086 44 28.     (W)     SCALED    
 GC0684* NAVD 88     -       161.255  (meters)     529.05   (feet)  ADJUSTED  
 GC0684  ___________________________________________________________________
 GC0684  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0684  DYNAMIC HT  -         161.116 (meters)     528.59  (feet)  COMP
 GC0684  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 GC0684
 GC0684  VERT ORDER  -  SECOND    CLASS 0
 GC0684
 GC0684.The horizontal coordinates were scaled from a topographic map and have
 GC0684.an estimated accuracy of +/- 6 seconds.
 GC0684
 GC0684.The orthometric height was determined by differential leveling
 GC0684.and adjusted by the National Geodetic Survey in June 1991..
 GC0684
 GC0684.The geoid height was determined by GEOID03.
 GC0684
 GC0684.The dynamic height is computed by dividing the NAVD 88
 GC0684.geopotential number by the normal gravity value computed on the
 GC0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0684.degrees latitude (g = 980.6199 gals.).
 GC0684
 GC0684.The modeled gravity was interpolated from observed gravity values.
 GC0684
 GC0684;                    North         East    Units  Estimated Accuracy
 GC0684;SPC TN       -   200,330.      533,300.      MT  (+/- 180 meters Scaled)
 GC0684
 GC0684                          SUPERSEDED SURVEY CONTROL
 GC0684
 GC0684  NGVD 29 (??/??/92)  161.275  (m)          529.12   (f) ADJ UNCH    2 0
 GC0684
 GC0684.Superseded values are not recommended for survey control.
 GC0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0684.See file dsdata.txt to determine how the superseded data were derived.
 GC0684
 GC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE232991(NAD 83)
 GC0684_MARKER: DB = BENCH MARK DISK
 GC0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0684_SP_SET: OVERPASS
 GC0684_STAMPING: Q 226 1960
 GC0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0684
 GC0684  HISTORY     - Date     Condition        Report By
 GC0684  HISTORY     - 1960     MONUMENTED       CGS
 GC0684
 GC0684                          STATION DESCRIPTION
 GC0684
 GC0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0684'4.1 MI SE FROM NASHVILLE.
 GC0684'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0684'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0684'THEN 0.8 MILE NORTH ON FOSTER AVENUE TO THE L. AND N. RAILROAD
 GC0684'OVERPASS.  THE BENCH MARK IS 15 FT. EAST OF THE CENTER OF FOSTER
 GC0684'AVENUE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTH FACE
 GC0684'OF THE EAST CONCRETE ABUTMENT OF THE L. AND N. RAILROAD OVERPASS
 GC0684'AT THE NORTHEAST EDGE OF THE TENNESSEE INDUSTRIAL SCHOOL GROUNDS,
 GC0684'AND IS SET VERTICALLY 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0729 ***********************************************************************
 GC0729  DESIGNATION -  Q 227
 GC0729  PID         -  GC0729
 GC0729  STATE/COUNTY-  TN/DAVIDSON
 GC0729  USGS QUAD   -  ANTIOCH (1983)
 GC0729
 GC0729                         *CURRENT SURVEY CONTROL
 GC0729  ___________________________________________________________________
 GC0729* NAD 83(1986)-  36 05 03.     (N)    086 41 57.     (W)     SCALED    
 GC0729* NAVD 88     -       153.267  (meters)     502.84   (feet)  ADJUSTED  
 GC0729  ___________________________________________________________________
 GC0729  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0729  DYNAMIC HT  -         153.135 (meters)     502.41  (feet)  COMP
 GC0729  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GC0729
 GC0729  VERT ORDER  -  SECOND    CLASS 0
 GC0729
 GC0729.The horizontal coordinates were scaled from a topographic map and have
 GC0729.an estimated accuracy of +/- 6 seconds.
 GC0729
 GC0729.The orthometric height was determined by differential leveling
 GC0729.and adjusted by the National Geodetic Survey in June 1991..
 GC0729
 GC0729.The geoid height was determined by GEOID03.
 GC0729
 GC0729.The dynamic height is computed by dividing the NAVD 88
 GC0729.geopotential number by the normal gravity value computed on the
 GC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0729.degrees latitude (g = 980.6199 gals.).
 GC0729
 GC0729.The modeled gravity was interpolated from observed gravity values.
 GC0729
 GC0729;                    North         East    Units  Estimated Accuracy
 GC0729;SPC TN       -   194,480.      537,030.      MT  (+/- 180 meters Scaled)
 GC0729
 GC0729                          SUPERSEDED SURVEY CONTROL
 GC0729
 GC0729  NGVD 29 (??/??/92)  153.292  (m)          502.93   (f) ADJ UNCH    2 0
 GC0729
 GC0729.Superseded values are not recommended for survey control.
 GC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0729.See file dsdata.txt to determine how the superseded data were derived.
 GC0729
 GC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE270933(NAD 83)
 GC0729_MARKER: DB = BENCH MARK DISK
 GC0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0729_SP_SET: CULVERT
 GC0729_STAMPING: Q 227 1960
 GC0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0729
 GC0729  HISTORY     - Date     Condition        Report By
 GC0729  HISTORY     - 1960     MONUMENTED       CGS
 GC0729  HISTORY     - 1968     MARK NOT FOUND   USGS
 GC0729
 GC0729                          STATION DESCRIPTION
 GC0729
 GC0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0729'2.8 MI NW FROM ANTIOCH.
 GC0729'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0729'FOR 0.1 MILE, THEN 2.7 MILES NORTHWEST ON INTERSTATE HIGHWAY 24
 GC0729'TO A CONCRETE CULVERT.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GC0729'THE SOUTHEAST END OF THE WEST CONCRETE HEADWALL OF THE CULVERT,
 GC0729'AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 GC0729
 GC0729                          STATION RECOVERY (1968)
 GC0729
 GC0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GC0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0092 ***********************************************************************
 FD0092  DESIGNATION -  Q 228 RESET
 FD0092  PID         -  FD0092
 FD0092  STATE/COUNTY-  TN/RUTHERFORD
 FD0092  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0092
 FD0092                         *CURRENT SURVEY CONTROL
 FD0092  ___________________________________________________________________
 FD0092* NAD 83(1986)-  35 42 10.     (N)    086 18 20.     (W)     SCALED    
 FD0092* NAVD 88     -       211.43   (meters)     693.7    (feet)  RESET     
 FD0092  ___________________________________________________________________
 FD0092  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0092
 FD0092  VERT ORDER  -  THIRD
 FD0092
 FD0092.The horizontal coordinates were scaled from a topographic map and have
 FD0092.an estimated accuracy of +/- 6 seconds.
 FD0092
 FD0092.The orthometric height was computed from unverified reset data.
 FD0092
 FD0092.The geoid height was determined by GEOID03.
 FD0092
 FD0092;                    North         East    Units  Estimated Accuracy
 FD0092;SPC TN       -   151,980.      572,350.      MT  (+/- 180 meters Scaled)
 FD0092
 FD0092                          SUPERSEDED SURVEY CONTROL
 FD0092
 FD0092.No superseded survey control is available for this station.
 FD0092
 FD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE628512(NAD 83)
 FD0092_MARKER: DB = BENCH MARK DISK
 FD0092_SETTING: 66 = SET IN ROCK OUTCROP
 FD0092_SP_SET: LIMESTONE OUTCROP
 FD0092_STAMPING: Q 228 RESET 1968
 FD0092_MARK LOGO: CGS   
 FD0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0092+STABILITY: POSITION/ELEVATION WELL
 FD0092
 FD0092  HISTORY     - Date     Condition        Report By
 FD0092  HISTORY     - 1968     MONUMENTED       CGS
 FD0092
 FD0092                          STATION DESCRIPTION
 FD0092
 FD0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0092'6.8 MI N FROM BEECH GROVE.
 FD0092'TO REACH THE MARK FROM THE POST OFFICE IN THE SMALL COMMUNITY
 FD0092'OF BEECH GROVE, GO NORTHWESTERLY ON U.S. HIGHWAY 41 FOR 6.45
 FD0092'MILES TO RED FOX ROAD ON THE LEFT, TURN LEFT AND GO WESTERLY
 FD0092'ON RED FOX ROAD FOR 0.35 MILE TO INTERSTATE ROUTE 24 AND THE
 FD0092'MARK ON THE RIGHT ABOUT 50 YARDS AS DESCRIBED.  THE MARK IS
 FD0092'LOCATED IN A CORNER OF A JOG IN THE RIGHT-OF-WAY FENCE ABOUT
 FD0092'195 FEET EAST OF THE APPROXIMATE CENTER OF THE MEDIAN OF INTERSTATE
 FD0092'ROUTE 24, 140 FEET NORTH OF THE APPROXIMATE CENTER OF RED FOX
 FD0092'ROAD, 89 FEET EAST OF THE EAST END OF A CONCRETE BOX CULVERT UNDER
 FD0092'INTERSTATE ROUTE 24, 14 FEET EAST-NORTHEAST OF A RIGHT-OF-WAY
 FD0092'FENCE CORNER POST, 1.8 FEET EAST OF A METAL WITNESS POST AND
 FD0092'SIGN, 1.4 FEET SOUTH OF THE NORTHEAST CORNER OF A JOG IN THE
 FD0092'RIGHT-OF-WAY FENCE, AND 0.8 OF A FOOT WEST OF THE RIGHT-OF-WAY
 FD0092'FENCE.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL
 FD0092'HOLE IN A LARGE LIMESTONE OUTCROP AND THE DISK IS STAMPED Q 228
 FD0092'RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0112 ***********************************************************************
 FD0112  DESIGNATION -  Q 229
 FD0112  PID         -  FD0112
 FD0112  STATE/COUNTY-  TN/BEDFORD
 FD0112  USGS QUAD   -  WARTRACE (1980)
 FD0112
 FD0112                         *CURRENT SURVEY CONTROL
 FD0112  ___________________________________________________________________
 FD0112* NAD 83(1986)-  35 33 29.     (N)    086 17 28.     (W)     SCALED    
 FD0112* NAVD 88     -       255.970  (meters)     839.79   (feet)  ADJUSTED  
 FD0112  ___________________________________________________________________
 FD0112  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0112  DYNAMIC HT  -         255.733 (meters)     839.02  (feet)  COMP
 FD0112  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FD0112
 FD0112  VERT ORDER  -  SECOND    CLASS 0
 FD0112
 FD0112.The horizontal coordinates were scaled from a topographic map and have
 FD0112.an estimated accuracy of +/- 6 seconds.
 FD0112
 FD0112.The orthometric height was determined by differential leveling
 FD0112.and adjusted by the National Geodetic Survey in June 1991..
 FD0112
 FD0112.The geoid height was determined by GEOID03.
 FD0112
 FD0112.The dynamic height is computed by dividing the NAVD 88
 FD0112.geopotential number by the normal gravity value computed on the
 FD0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0112.degrees latitude (g = 980.6199 gals.).
 FD0112
 FD0112.The modeled gravity was interpolated from observed gravity values.
 FD0112
 FD0112;                    North         East    Units  Estimated Accuracy
 FD0112;SPC TN       -   135,920.      573,610.      MT  (+/- 180 meters Scaled)
 FD0112
 FD0112                          SUPERSEDED SURVEY CONTROL
 FD0112
 FD0112  NGVD 29 (??/??/92)  255.967  (m)          839.79   (f) ADJ UNCH    2 0
 FD0112
 FD0112.Superseded values are not recommended for survey control.
 FD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0112.See file dsdata.txt to determine how the superseded data were derived.
 FD0112
 FD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE642351(NAD 83)
 FD0112_MARKER: DB = BENCH MARK DISK
 FD0112_SETTING: 66 = SET IN ROCK OUTCROP
 FD0112_SP_SET: BEDROCK
 FD0112_STAMPING: Q 229 1960
 FD0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0112+STABILITY: POSITION/ELEVATION WELL
 FD0112
 FD0112  HISTORY     - Date     Condition        Report By
 FD0112  HISTORY     - 1960     MONUMENTED       CGS
 FD0112  HISTORY     - 1965     GOOD             TVA
 FD0112
 FD0112                          STATION DESCRIPTION
 FD0112
 FD0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0112'3.9 MI NW FROM WARTRACE.
 FD0112'FROM THE RAILROAD DEPOT IN WARTRACE, GO 3.9 MILES NORTHWEST ON
 FD0112'STATE HIGHWAY 64.  THE BENCH MARK IS 0.1 MILE SOUTHWEST OF A
 FD0112'BRIDGE, 81 FT. NORTHEAST OF A FENCE CORNER, 52 FT. NORTHWEST OF A
 FD0112'TELEPHONE POLE, 24 FT. NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FD0112'64, 7 FT. SOUTHEAST OF A FENCE, AND 13 FT. NORTHEAST OF A WITNESS
 FD0112'SIGN NAILED TO A TREE.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0112'IN A LARGE OUTCROPPING BEDROCK ABOUT 3 FT. ABOVE THE LEVEL OF
 FD0112'THE HIGHWAY.
 FD0112
 FD0112                          STATION RECOVERY (1965)
 FD0112
 FD0112'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0286 ***********************************************************************
 GD0286  DESIGNATION -  Q 23
 GD0286  PID         -  GD0286
 GD0286  STATE/COUNTY-  TN/CARROLL
 GD0286  USGS QUAD   -  MC KENZIE (1985)
 GD0286
 GD0286                         *CURRENT SURVEY CONTROL
 GD0286  ___________________________________________________________________
 GD0286* NAD 83(1986)-  36 07 52.     (N)    088 31 10.     (W)     SCALED    
 GD0286* NAVD 88     -       151.700  (meters)     497.70   (feet)  ADJUSTED  
 GD0286  ___________________________________________________________________
 GD0286  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0286  DYNAMIC HT  -         151.573 (meters)     497.29  (feet)  COMP
 GD0286  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GD0286
 GD0286  VERT ORDER  -  SECOND    CLASS 0
 GD0286
 GD0286.The horizontal coordinates were scaled from a topographic map and have
 GD0286.an estimated accuracy of +/- 6 seconds.
 GD0286
 GD0286.The orthometric height was determined by differential leveling
 GD0286.and adjusted by the National Geodetic Survey in June 1991..
 GD0286
 GD0286.The geoid height was determined by GEOID03.
 GD0286
 GD0286.The dynamic height is computed by dividing the NAVD 88
 GD0286.geopotential number by the normal gravity value computed on the
 GD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0286.degrees latitude (g = 980.6199 gals.).
 GD0286
 GD0286.The modeled gravity was interpolated from observed gravity values.
 GD0286
 GD0286;                    North         East    Units  Estimated Accuracy
 GD0286;SPC TN       -   202,380.      373,250.      MT  (+/- 180 meters Scaled)
 GD0286
 GD0286                          SUPERSEDED SURVEY CONTROL
 GD0286
 GD0286  NGVD 29 (??/??/??)  151.749  (m)          497.86   (f) ADJUSTED    2 0
 GD0286
 GD0286.Superseded values are not recommended for survey control.
 GD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0286.See file dsdata.txt to determine how the superseded data were derived.
 GD0286
 GD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE632995(NAD 83)
 GD0286_MARKER: DB = BENCH MARK DISK
 GD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0286_STAMPING: 497.985 Q 23 1934
 GD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0286+STABILITY: SURFACE MOTION
 GD0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0286+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GD0286
 GD0286  HISTORY     - Date     Condition        Report By
 GD0286  HISTORY     - 1934     MONUMENTED       CGS
 GD0286  HISTORY     - 1935     GOOD             CGS
 GD0286  HISTORY     - 1967     GOOD             CGS
 GD0286  HISTORY     - 20020520 GOOD             INDIV
 GD0286
 GD0286                          STATION DESCRIPTION
 GD0286
 GD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0286'AT MC KENZIE.
 GD0286'AT MC KENZIE, CARROLL COUNTY, AT THE INTERSECTION OF BROADWAY
 GD0286'AND STATE HIGHWAY 22, 7 YARDS SOUTHWEST OF THE HIGHWAY CURB, 4
 GD0286'YARDS SOUTHEAST OF THE BROADWAY CURB, IN THE NORTH CORNER OF A
 GD0286'PARK, AND ADJACENT TO A RETAINING WALL.  A STANDARD DISK, STAMPED
 GD0286'497.985 Q 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0286
 GD0286                          STATION RECOVERY (1967)
 GD0286
 GD0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0286'RECOVERED IN GOOD CONDITION.
 GD0286
 GD0286                          STATION RECOVERY (2002)
 GD0286
 GD0286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JBC)
 GD0286'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1765 ***********************************************************************
 GB1765  DESIGNATION -  Q 230
 GB1765  PID         -  GB1765
 GB1765  STATE/COUNTY-  TN/PUTNAM
 GB1765  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1765
 GB1765                         *CURRENT SURVEY CONTROL
 GB1765  ___________________________________________________________________
 GB1765* NAD 83(1986)-  36 07 08.     (N)    085 46 38.     (W)     SCALED    
 GB1765* NAVD 88     -       204.485  (meters)     670.88   (feet)  ADJUSTED  
 GB1765  ___________________________________________________________________
 GB1765  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1765  DYNAMIC HT  -         204.306 (meters)     670.29  (feet)  COMP
 GB1765  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 GB1765
 GB1765  VERT ORDER  -  SECOND    CLASS 0
 GB1765
 GB1765.The horizontal coordinates were scaled from a topographic map and have
 GB1765.an estimated accuracy of +/- 6 seconds.
 GB1765
 GB1765.The orthometric height was determined by differential leveling
 GB1765.and adjusted by the National Geodetic Survey in June 1991..
 GB1765
 GB1765.The geoid height was determined by GEOID03.
 GB1765
 GB1765.The dynamic height is computed by dividing the NAVD 88
 GB1765.geopotential number by the normal gravity value computed on the
 GB1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1765.degrees latitude (g = 980.6199 gals.).
 GB1765
 GB1765.The modeled gravity was interpolated from observed gravity values.
 GB1765
 GB1765;                    North         East    Units  Estimated Accuracy
 GB1765;SPC TN       -   198,130.      620,060.      MT  (+/- 180 meters Scaled)
 GB1765
 GB1765                          SUPERSEDED SURVEY CONTROL
 GB1765
 GB1765  NGVD 29 (??/??/92)  204.552  (m)          671.10   (f) ADJ UNCH    2 0
 GB1765
 GB1765.Superseded values are not recommended for survey control.
 GB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1765.See file dsdata.txt to determine how the superseded data were derived.
 GB1765
 GB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE100978(NAD 83)
 GB1765_MARKER: DB = BENCH MARK DISK
 GB1765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1765_SP_SET: CULVERT
 GB1765_STAMPING: Q 230 1960
 GB1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1765
 GB1765  HISTORY     - Date     Condition        Report By
 GB1765  HISTORY     - 1960     MONUMENTED       CGS
 GB1765
 GB1765                          STATION DESCRIPTION
 GB1765
 GB1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1765'1.8 MI SE FROM BUFFALO VALLEY.
 GB1765'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1 MILE,
 GB1765'THEN 0.2 MILE NORTH ON A PAVED ROAD, THEN 1.5 MILES SOUTHEAST
 GB1765'ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT UNDER THE HIGHWAY.
 GB1765'THE BENCH MARK IS 34 FT. NORTHEAST OF THE CENTER OF THE NORTHWEST
 GB1765'BOUND TRAFFIC LANE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1765'TOP OF THE SOUTHWEST CORNER OF THE NORTHEAST CONCRETE HEADWALL
 GB1765'OF THE CULVERT, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1733 ***********************************************************************
 GB1733  DESIGNATION -  Q 231
 GB1733  PID         -  GB1733
 GB1733  STATE/COUNTY-  TN/CUMBERLAND
 GB1733  USGS QUAD   -  ISOLINE (1974)
 GB1733
 GB1733                         *CURRENT SURVEY CONTROL
 GB1733  ___________________________________________________________________
 GB1733* NAD 83(1986)-  36 01 13.     (N)    085 04 40.     (W)     SCALED    
 GB1733* NAVD 88     -       558.191  (meters)    1831.33   (feet)  ADJUSTED  
 GB1733  ___________________________________________________________________
 GB1733  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GB1733  DYNAMIC HT  -         557.672 (meters)    1829.63  (feet)  COMP
 GB1733  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB1733
 GB1733  VERT ORDER  -  SECOND    CLASS 0
 GB1733
 GB1733.The horizontal coordinates were scaled from a topographic map and have
 GB1733.an estimated accuracy of +/- 6 seconds.
 GB1733
 GB1733.The orthometric height was determined by differential leveling
 GB1733.and adjusted by the National Geodetic Survey in June 1991..
 GB1733
 GB1733.The geoid height was determined by GEOID03.
 GB1733
 GB1733.The dynamic height is computed by dividing the NAVD 88
 GB1733.geopotential number by the normal gravity value computed on the
 GB1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1733.degrees latitude (g = 980.6199 gals.).
 GB1733
 GB1733.The modeled gravity was interpolated from observed gravity values.
 GB1733
 GB1733;                    North         East    Units  Estimated Accuracy
 GB1733;SPC TN       -   187,560.      683,130.      MT  (+/- 180 meters Scaled)
 GB1733
 GB1733                          SUPERSEDED SURVEY CONTROL
 GB1733
 GB1733  NGVD 29 (??/??/92)  558.238  (m)         1831.49   (f) ADJ UNCH    2 0
 GB1733
 GB1733.Superseded values are not recommended for survey control.
 GB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1733.See file dsdata.txt to determine how the superseded data were derived.
 GB1733
 GB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE732879(NAD 83)
 GB1733_MARKER: DB = BENCH MARK DISK
 GB1733_SETTING: 66 = SET IN ROCK OUTCROP
 GB1733_SP_SET: BEDROCK
 GB1733_STAMPING: Q 231 1960
 GB1733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1733+STABILITY: POSITION/ELEVATION WELL
 GB1733
 GB1733  HISTORY     - Date     Condition        Report By
 GB1733  HISTORY     - 1960     MONUMENTED       CGS
 GB1733
 GB1733                          STATION DESCRIPTION
 GB1733
 GB1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1733'7.6 MI NW FROM CROSSVILLE.
 GB1733'FROM THE POST OFFICE IN CROSSVILLE, GO 5.2 MILES NORTHWEST ON
 GB1733'STATE HIGHWAY 127 TO A STORE AND GAS STATION ON THE WEST SIDE OF
 GB1733'THE HIGHWAY, THEN 1.5 MILES WEST ON A PAVED ROAD TO A Y JUNCTION,
 GB1733'THEN 0.4 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 0.55 MILE
 GB1733'NORTHWEST ON A GRAVELED ROAD.  THE BENCH MARK IS 140 FT. SOUTH
 GB1733'OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 21 FT. SOUTHWEST
 GB1733'OF THE CENTER OF THE GRAVELED ROAD, 10 FT. EAST OF A FENCE, AND
 GB1733'9.5 FT. EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 GB1733'OUTCROPPING BEDROCK THAT IS ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0822 ***********************************************************************
 FC0822  DESIGNATION -  Q 232
 FC0822  PID         -  FC0822
 FC0822  STATE/COUNTY-  TN/CUMBERLAND
 FC0822  USGS QUAD   -  OZONE (1989)
 FC0822
 FC0822                         *CURRENT SURVEY CONTROL
 FC0822  ___________________________________________________________________
 FC0822* NAD 83(1986)-  35 53 50.     (N)    084 47 04.     (W)     SCALED    
 FC0822* NAVD 88     -       482.365  (meters)    1582.56   (feet)  ADJUSTED  
 FC0822  ___________________________________________________________________
 FC0822  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FC0822  DYNAMIC HT  -         481.909 (meters)    1581.06  (feet)  COMP
 FC0822  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0822
 FC0822  VERT ORDER  -  SECOND    CLASS 0
 FC0822
 FC0822.The horizontal coordinates were scaled from a topographic map and have
 FC0822.an estimated accuracy of +/- 6 seconds.
 FC0822
 FC0822.The orthometric height was determined by differential leveling
 FC0822.and adjusted by the National Geodetic Survey in June 1991..
 FC0822
 FC0822.The geoid height was determined by GEOID03.
 FC0822
 FC0822.The dynamic height is computed by dividing the NAVD 88
 FC0822.geopotential number by the normal gravity value computed on the
 FC0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0822.degrees latitude (g = 980.6199 gals.).
 FC0822
 FC0822.The modeled gravity was interpolated from observed gravity values.
 FC0822
 FC0822;                    North         East    Units  Estimated Accuracy
 FC0822;SPC TN       -   174,190.      709,730.      MT  (+/- 180 meters Scaled)
 FC0822
 FC0822                          SUPERSEDED SURVEY CONTROL
 FC0822
 FC0822  NGVD 29 (??/??/92)  482.451  (m)         1582.84   (f) ADJ UNCH    2 0
 FC0822
 FC0822.Superseded values are not recommended for survey control.
 FC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0822.See file dsdata.txt to determine how the superseded data were derived.
 FC0822
 FC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE999748(NAD 83)
 FC0822_MARKER: DB = BENCH MARK DISK
 FC0822_SETTING: 66 = SET IN ROCK OUTCROP
 FC0822_SP_SET: ROCK OUTCROP
 FC0822_STAMPING: Q 232 1960
 FC0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0822+STABILITY: POSITION/ELEVATION WELL
 FC0822
 FC0822  HISTORY     - Date     Condition        Report By
 FC0822  HISTORY     - 1960     MONUMENTED       CGS
 FC0822
 FC0822                          STATION DESCRIPTION
 FC0822
 FC0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0822'1 MI W FROM DAYSVILLE.
 FC0822'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.95 MILE WEST
 FC0822'ON THE TENNESSEE CENTRAL RAILWAY TO THE EAST END OF A CUT.
 FC0822'THE BENCH MARK IS ABOUT 0.2 MILE EAST OF MILE POST 148, 58 FT.
 FC0822'WEST OF A TELEPHONE POLE, 26 FT. NORTH OF A WITNESS SIGN, AND 6
 FC0822'FT. NORTH OF THE NORTH RAIL.  THE DISK IS CEMENTED IN A DRILL
 FC0822'HOLE IN OUTCROPPING BEDROCK, ABOUT 1 FT. BELOW THE LEVEL OF THE
 FC0822'TRACKS, AND AT THE EAST END OF A CUT.  NOTE-- THIS MARK IS 1.0
 FC0822'MILE NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM B.M.
 FC0822'M 232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0202 ***********************************************************************
 FC0202  DESIGNATION -  Q 233
 FC0202  PID         -  FC0202
 FC0202  STATE/COUNTY-  TN/ROANE
 FC0202  USGS QUAD   -  BETHEL VALLEY (1989)
 FC0202
 FC0202                         *CURRENT SURVEY CONTROL
 FC0202  ___________________________________________________________________
 FC0202* NAD 83(1986)-  35 52 45.     (N)    084 21 34.     (W)     SCALED    
 FC0202* NAVD 88     -       248.952  (meters)     816.77   (feet)  ADJUSTED  
 FC0202  ___________________________________________________________________
 FC0202  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0202  DYNAMIC HT  -         248.716 (meters)     816.00  (feet)  COMP
 FC0202  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FC0202
 FC0202  VERT ORDER  -  SECOND    CLASS 0
 FC0202
 FC0202.The horizontal coordinates were scaled from a topographic map and have
 FC0202.an estimated accuracy of +/- 6 seconds.
 FC0202
 FC0202.The orthometric height was determined by differential leveling
 FC0202.and adjusted by the National Geodetic Survey in June 1991..
 FC0202
 FC0202.The geoid height was determined by GEOID03.
 FC0202
 FC0202.The dynamic height is computed by dividing the NAVD 88
 FC0202.geopotential number by the normal gravity value computed on the
 FC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0202.degrees latitude (g = 980.6199 gals.).
 FC0202
 FC0202.The modeled gravity was interpolated from observed gravity values.
 FC0202
 FC0202;                    North         East    Units  Estimated Accuracy
 FC0202;SPC TN       -   172,750.      748,130.      MT  (+/- 180 meters Scaled)
 FC0202
 FC0202                          SUPERSEDED SURVEY CONTROL
 FC0202
 FC0202  NGVD 29 (??/??/92)  249.062  (m)          817.13   (f) ADJ UNCH    2 0
 FC0202
 FC0202.Superseded values are not recommended for survey control.
 FC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0202.See file dsdata.txt to determine how the superseded data were derived.
 FC0202
 FC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE383737(NAD 83)
 FC0202_MARKER: DB = BENCH MARK DISK
 FC0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0202_SP_SET: CULVERT
 FC0202_STAMPING: Q 233 1960
 FC0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0202
 FC0202  HISTORY     - Date     Condition        Report By
 FC0202  HISTORY     - 1960     MONUMENTED       CGS
 FC0202
 FC0202                          STATION DESCRIPTION
 FC0202
 FC0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0202'9.2 MI NW FROM EATON CROSSROADS.
 FC0202'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0202'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0202'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 6.05
 FC0202'MILES WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT
 FC0202'0.1 MILE EAST OF AN OVERPASS, AND 63 FT. SOUTH OF THE CENTER OF
 FC0202'THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL
 FC0202'HOLE IN TOP OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER
 FC0202'THE HIGHWAY AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2093 ***********************************************************************
 FB2093  DESIGNATION -  Q 234
 FB2093  PID         -  FB2093
 FB2093  STATE/COUNTY-  TN/KNOX
 FB2093  USGS QUAD   -  KNOXVILLE (1978)
 FB2093
 FB2093                         *CURRENT SURVEY CONTROL
 FB2093  ___________________________________________________________________
 FB2093* NAD 83(1986)-  35 57 16.     (N)    083 58 46.     (W)     SCALED    
 FB2093* NAVD 88     -       273.648  (meters)     897.79   (feet)  ADJUSTED  
 FB2093  ___________________________________________________________________
 FB2093  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2093  DYNAMIC HT  -         273.393 (meters)     896.96  (feet)  COMP
 FB2093  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FB2093
 FB2093  VERT ORDER  -  SECOND    CLASS 0
 FB2093
 FB2093.The horizontal coordinates were scaled from a topographic map and have
 FB2093.an estimated accuracy of +/- 6 seconds.
 FB2093
 FB2093.The orthometric height was determined by differential leveling
 FB2093.and adjusted by the National Geodetic Survey in June 1991..
 FB2093
 FB2093.The geoid height was determined by GEOID03.
 FB2093
 FB2093.The dynamic height is computed by dividing the NAVD 88
 FB2093.geopotential number by the normal gravity value computed on the
 FB2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2093.degrees latitude (g = 980.6199 gals.).
 FB2093
 FB2093.The modeled gravity was interpolated from observed gravity values.
 FB2093
 FB2093;                    North         East    Units  Estimated Accuracy
 FB2093;SPC TN       -   181,740.      782,260.      MT  (+/- 180 meters Scaled)
 FB2093
 FB2093                          SUPERSEDED SURVEY CONTROL
 FB2093
 FB2093  NGVD 29 (??/??/92)  273.779  (m)          898.22   (f) ADJ UNCH    2 0
 FB2093
 FB2093.Superseded values are not recommended for survey control.
 FB2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2093.See file dsdata.txt to determine how the superseded data were derived.
 FB2093
 FB2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV312830(NAD 83)
 FB2093_MARKER: DB = BENCH MARK DISK
 FB2093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2093_SP_SET: CULVERT
 FB2093_STAMPING: Q 234 1960
 FB2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2093
 FB2093  HISTORY     - Date     Condition        Report By
 FB2093  HISTORY     - 1960     MONUMENTED       CGS
 FB2093  HISTORY     - 1961     GOOD             NGS
 FB2093  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 FB2093
 FB2093                          STATION DESCRIPTION
 FB2093
 FB2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2093'IN KNOXVILLE.
 FB2093'THIS MARK IS 0.75 MILE EAST ON PAPERMILL ROAD FROM MILL 1960,
 FB2093'0.15 MILE EAST OF THE JUNCTION OF PAPERMILL ROAD AND HOLLYWOOD
 FB2093'ROAD IN WEST KNOXVILLE.  THE BENCH MARK IS 25 FT. WEST OF THE
 FB2093'CENTER OF A DRIVE LEADING TO HOLLYWOOD HILLS BAPTIST CHURCH, AND
 FB2093'14 FT. NORTH OF THE CENTER OF PAPERMILL ROAD.  THE DISK IS
 FB2093'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST END OF THE NORTH
 FB2093'CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER PAPERMILL ROAD, AND
 FB2093'IS ABOUT LEVEL WITH THE ROAD.
 FB2093
 FB2093                          STATION RECOVERY (1977)
 FB2093
 FB2093'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FB2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0691 ***********************************************************************
 GB0691  DESIGNATION -  Q 235
 GB0691  PID         -  GB0691
 GB0691  STATE/COUNTY-  TN/ANDERSON
 GB0691  USGS QUAD   -  NORRIS (1990)
 GB0691
 GB0691                         *CURRENT SURVEY CONTROL
 GB0691  ___________________________________________________________________
 GB0691* NAD 83(1986)-  36 07 35.     (N)    084 02 08.     (W)     SCALED    
 GB0691* NAVD 88     -       285.669  (meters)     937.23   (feet)  ADJUSTED  
 GB0691  ___________________________________________________________________
 GB0691  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0691  DYNAMIC HT  -         285.406 (meters)     936.37  (feet)  COMP
 GB0691  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 GB0691
 GB0691  VERT ORDER  -  SECOND    CLASS 0
 GB0691
 GB0691.The horizontal coordinates were scaled from a topographic map and have
 GB0691.an estimated accuracy of +/- 6 seconds.
 GB0691
 GB0691.The orthometric height was determined by differential leveling
 GB0691.and adjusted by the National Geodetic Survey in June 1991..
 GB0691
 GB0691.The geoid height was determined by GEOID03.
 GB0691
 GB0691.The dynamic height is computed by dividing the NAVD 88
 GB0691.geopotential number by the normal gravity value computed on the
 GB0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0691.degrees latitude (g = 980.6199 gals.).
 GB0691
 GB0691.The modeled gravity was interpolated from observed gravity values.
 GB0691
 GB0691;                    North         East    Units  Estimated Accuracy
 GB0691;SPC TN       -   200,710.      776,820.      MT  (+/- 180 meters Scaled)
 GB0691
 GB0691                          SUPERSEDED SURVEY CONTROL
 GB0691
 GB0691  NGVD 29 (??/??/92)  285.778  (m)          937.59   (f) ADJ UNCH    2 0
 GB0691
 GB0691.Superseded values are not recommended for survey control.
 GB0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0691.See file dsdata.txt to determine how the superseded data were derived.
 GB0691
 GB0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF667020(NAD 83)
 GB0691_MARKER: DB = BENCH MARK DISK
 GB0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0691_STAMPING: Q 235 1961
 GB0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0691+STABILITY: SURFACE MOTION
 GB0691
 GB0691  HISTORY     - Date     Condition        Report By
 GB0691  HISTORY     - 1961     MONUMENTED       CGS
 GB0691  HISTORY     - 1972     GOOD             TVA
 GB0691
 GB0691                          STATION DESCRIPTION
 GB0691
 GB0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0691'7.4 MI S FROM NORRIS.
 GB0691'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0691'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0691'THEN 4.4 MILES SOUTHEAST ON A GRAVELED ROAD.  THE BENCH MARK IS
 GB0691'0.1 MILE SOUTH OF A Y JUNCTION, JUST BEFORE REACHING THE CREST
 GB0691'OF A HILL, 132 FT. NORTHEAST OF THE NORTHEAST CORNER OF A BARN,
 GB0691'103 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 19
 GB0691'FT. NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 2 FT. SOUTHWEST
 GB0691'OF A FENCE CORNER POST, AND 2.3 FT. NORTHEAST OF A WITNESS SIGN.
 GB0691'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 GB0691'ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE-- MON. IS LOCATED
 GB0691'WHERE I-75 CROSSES WOLF VALLEY RD.  IT IS 54.3 FT NW OF WOLF
 GB0691'VALLEY RD. AND 38.7 FT EAST OF A 10 IN CEDAR.
 GB0691
 GB0691                          STATION RECOVERY (1972)
 GB0691
 GB0691'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0550 ***********************************************************************
 GB0550  DESIGNATION -  Q 236
 GB0550  PID         -  GB0550
 GB0550  STATE/COUNTY-  TN/CAMPBELL
 GB0550  USGS QUAD   -  PIONEER (1979)
 GB0550
 GB0550                         *CURRENT SURVEY CONTROL
 GB0550  ___________________________________________________________________
 GB0550* NAD 83(1986)-  36 24 19.     (N)    084 17 23.     (W)     SCALED    
 GB0550* NAVD 88     -       445.421  (meters)    1461.35   (feet)  ADJUSTED  
 GB0550  ___________________________________________________________________
 GB0550  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0550  DYNAMIC HT  -         445.022 (meters)    1460.04  (feet)  COMP
 GB0550  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GB0550
 GB0550  VERT ORDER  -  SECOND    CLASS 0
 GB0550
 GB0550.The horizontal coordinates were scaled from a topographic map and have
 GB0550.an estimated accuracy of +/- 6 seconds.
 GB0550
 GB0550.The orthometric height was determined by differential leveling
 GB0550.and adjusted by the National Geodetic Survey in June 1991..
 GB0550
 GB0550.The geoid height was determined by GEOID03.
 GB0550
 GB0550.The dynamic height is computed by dividing the NAVD 88
 GB0550.geopotential number by the normal gravity value computed on the
 GB0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0550.degrees latitude (g = 980.6199 gals.).
 GB0550
 GB0550.The modeled gravity was interpolated from observed gravity values.
 GB0550
 GB0550;                    North         East    Units  Estimated Accuracy
 GB0550;SPC TN       -   231,230.      753,400.      MT  (+/- 180 meters Scaled)
 GB0550
 GB0550                          SUPERSEDED SURVEY CONTROL
 GB0550
 GB0550  NGVD 29 (??/??/92)  445.522  (m)         1461.68   (f) ADJ UNCH    2 0
 GB0550
 GB0550.Superseded values are not recommended for survey control.
 GB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0550.See file dsdata.txt to determine how the superseded data were derived.
 GB0550
 GB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF430323(NAD 83)
 GB0550_MARKER: DB = BENCH MARK DISK
 GB0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0550_STAMPING: Q 236 1961
 GB0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0550+STABILITY: SURFACE MOTION
 GB0550
 GB0550  HISTORY     - Date     Condition        Report By
 GB0550  HISTORY     - 1961     MONUMENTED       CGS
 GB0550
 GB0550                          STATION DESCRIPTION
 GB0550
 GB0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0550'1.6 MI SE FROM PIONEER.
 GB0550'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 1.6 MILES SOUTHEAST
 GB0550'ON THE SOUTHERN RAILWAY.  THE BENCH MARK IS ABOUT 0.05 MILE
 GB0550'NORTHWEST OF A SWITCH FOR A SPUR TRACK, 46.5 FT. NORTHEAST OF THE
 GB0550'NORTHEAST RAIL OF THE MAIN TRACK, 36 FT. SOUTHWEST OF THE CENTER
 GB0550'OF A PAVED ROAD, 24 FT. NORTHWEST OF THE CENTER OF A GRAVELED
 GB0550'ROAD, 4 FT. SOUTHEAST OF A POWER LINE POLE WITH GUY WIRE, AND 1.8
 GB0550'FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB0550'CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2035 ***********************************************************************
 GA2035  DESIGNATION -  Q 237 RESET
 GA2035  PID         -  GA2035
 GA2035  STATE/COUNTY-  TN/JEFFERSON
 GA2035  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2035
 GA2035                         *CURRENT SURVEY CONTROL
 GA2035  ___________________________________________________________________
 GA2035* NAD 83(1986)-  36 02 15.     (N)    083 26 15.     (W)     SCALED    
 GA2035* NAVD 88     -       386.18   (meters)    1267.0    (feet)  RESET     
 GA2035  ___________________________________________________________________
 GA2035  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2035
 GA2035  VERT ORDER  -  THIRD
 GA2035
 GA2035.The horizontal coordinates were scaled from a topographic map and have
 GA2035.an estimated accuracy of +/- 6 seconds.
 GA2035
 GA2035.The orthometric height was computed from unverified reset data.
 GA2035
 GA2035.The geoid height was determined by GEOID03.
 GA2035
 GA2035;                    North         East    Units  Estimated Accuracy
 GA2035;SPC TN       -   192,100.      830,900.      MT  (+/- 180 meters Scaled)
 GA2035
 GA2035                          SUPERSEDED SURVEY CONTROL
 GA2035
 GA2035.No superseded survey control is available for this station.
 GA2035
 GA2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV803908(NAD 83)
 GA2035_MARKER: DB = BENCH MARK DISK
 GA2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2035_STAMPING: Q 237 1961 RESET 1964
 GA2035_MARK LOGO: CGS   
 GA2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2035+STABILITY: SURFACE MOTION
 GA2035
 GA2035  HISTORY     - Date     Condition        Report By
 GA2035  HISTORY     - 1964     MONUMENTED       CGS
 GA2035  HISTORY     - 1969     GOOD             NGS
 GA2035
 GA2035                          STATION DESCRIPTION
 GA2035
 GA2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2035'2.1 MI NW FROM DANDRIDGE.
 GA2035'THE MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 25W
 GA2035'AND STATE ROUTE 92 IN DANDRIDGE BY GOING NORTHWESTERLY ALONG STATE
 GA2035'ROUTE 92 FOR 2.1 MILES TO A POINT ABOUT 0.15 OF A MILE SOUTHEAST
 GA2035'FROM THE INTERSTATE ROUTE 40 OVERPASS AT THE STATE ROUTE 92
 GA2035'INTERCHANGE AND THE MARK ON THE RIGHT.  IT IS 47 FEET NORTHEAST OF
 GA2035'THE APPROXIMATE CENTER OF STATE ROUTE 92, 10 FEET NORTHEAST OF A
 GA2035'WIRE FENCE, 2.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND
 GA2035'IN OPEN PASTURE ON THE SOUTHWEST SLOPE OF A HILL.  IT IS A
 GA2035'STANDARD BENCH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA2035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED Q 237 1961 RESET
 GA2035'1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0302 ***********************************************************************
 FC0302  DESIGNATION -  Q 238
 FC0302  PID         -  FC0302
 FC0302  STATE/COUNTY-  TN/MONROE
 FC0302  USGS QUAD   -  PHILADELPHIA (1974)
 FC0302
 FC0302                         *CURRENT SURVEY CONTROL
 FC0302  ___________________________________________________________________
 FC0302* NAD 83(1986)-  35 38 19.     (N)    084 29 15.     (W)     SCALED    
 FC0302* NAVD 88     -       280.896  (meters)     921.57   (feet)  ADJUSTED  
 FC0302  ___________________________________________________________________
 FC0302  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FC0302  DYNAMIC HT  -         280.625 (meters)     920.68  (feet)  COMP
 FC0302  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC0302
 FC0302  VERT ORDER  -  SECOND    CLASS 0
 FC0302
 FC0302.The horizontal coordinates were scaled from a topographic map and have
 FC0302.an estimated accuracy of +/- 6 seconds.
 FC0302
 FC0302.The orthometric height was determined by differential leveling
 FC0302.and adjusted by the National Geodetic Survey in June 1991..
 FC0302
 FC0302.The geoid height was determined by GEOID03.
 FC0302
 FC0302.The dynamic height is computed by dividing the NAVD 88
 FC0302.geopotential number by the normal gravity value computed on the
 FC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0302.degrees latitude (g = 980.6199 gals.).
 FC0302
 FC0302.The modeled gravity was interpolated from observed gravity values.
 FC0302
 FC0302;                    North         East    Units  Estimated Accuracy
 FC0302;SPC TN       -   145,880.      736,980.      MT  (+/- 180 meters Scaled)
 FC0302
 FC0302                          SUPERSEDED SURVEY CONTROL
 FC0302
 FC0302  NGVD 29 (??/??/92)  280.977  (m)          921.84   (f) ADJ UNCH    2 0
 FC0302
 FC0302.Superseded values are not recommended for survey control.
 FC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0302.See file dsdata.txt to determine how the superseded data were derived.
 FC0302
 FC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE274467(NAD 83)
 FC0302_MARKER: DB = BENCH MARK DISK
 FC0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0302_STAMPING: Q 238 1961
 FC0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0302+STABILITY: SURFACE MOTION
 FC0302
 FC0302  HISTORY     - Date     Condition        Report By
 FC0302  HISTORY     - 1961     MONUMENTED       CGS
 FC0302
 FC0302                          STATION DESCRIPTION
 FC0302
 FC0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0302'5.4 MI NW FROM SWEETWATER.
 FC0302'FROM THE POST OFFICE IN SWEETWATER, GO 0.5 MILE NORTH ON U.S.
 FC0302'HIGHWAY 11 TO OAKLAND DRIVE, THEN GO 3.1 MILES WESTERLY ON
 FC0302'OAKLAND DRIVE TO A T JUNCTION, TURN RIGHT AND GO 1.2 MILES
 FC0302'NORTHEAST ON A GRAVELED ROAD TO A REVERSE Y JUNCTION, TURN
 FC0302'RIGHT AND GO 0.6 MILE SOUTHEASTERLY ON A PAVED ROAD TO A PRIVATE
 FC0302'DRIVE LEADING WEST TO SOME FARM BUILDINGS AND A HOUSE.  THE BENCH
 FC0302'MARK IS ABOUT 200 FT. NORTHWEST OF PROPOSED INTERSTATE HIGHWAY
 FC0302'75, 87 FT. NORTHWEST OF THE CENTER OF THE PRIVATE DRIVE, 48 FT.
 FC0302'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 3 FT. EAST OF THE
 FC0302'EAST GATE POST FOR ROAD LEADING TO THE BARN, AND 1.4 FT. EAST
 FC0302'OF A METAL WITNESS POST, AND 0.8 FT. SOUTHEAST OF A FENCE.  THE
 FC0302'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC0302'NOTE-- TO REACH BENCH MARK P 238 FROM THIS POINT, GO 0.6 MILE
 FC0302'SOUTHEAST ON THE PAVED ROAD TO A T JUNCTION, TURN LEFT AND GO
 FC0302'1.0 MILE NORTH ON A PAVED ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1379 ***********************************************************************
 FB1379  DESIGNATION -  Q 239
 FB1379  PID         -  FB1379
 FB1379  STATE/COUNTY-  TN/COCKE
 FB1379  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1379
 FB1379                         *CURRENT SURVEY CONTROL
 FB1379  ___________________________________________________________________
 FB1379* NAD 83(1986)-  35 58 31.     (N)    083 16 17.     (W)     SCALED    
 FB1379* NAVD 88     -       371.323  (meters)    1218.25   (feet)  ADJUSTED  
 FB1379  ___________________________________________________________________
 FB1379  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1379  DYNAMIC HT  -         370.974 (meters)    1217.10  (feet)  COMP
 FB1379  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FB1379
 FB1379  VERT ORDER  -  SECOND    CLASS 0
 FB1379
 FB1379.The horizontal coordinates were scaled from a topographic map and have
 FB1379.an estimated accuracy of +/- 6 seconds.
 FB1379
 FB1379.The orthometric height was determined by differential leveling
 FB1379.and adjusted by the National Geodetic Survey in June 1991..
 FB1379
 FB1379.The geoid height was determined by GEOID03.
 FB1379
 FB1379.The dynamic height is computed by dividing the NAVD 88
 FB1379.geopotential number by the normal gravity value computed on the
 FB1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1379.degrees latitude (g = 980.6199 gals.).
 FB1379
 FB1379.The modeled gravity was interpolated from observed gravity values.
 FB1379
 FB1379;                    North         East    Units  Estimated Accuracy
 FB1379;SPC TN       -   185,600.      846,060.      MT  (+/- 180 meters Scaled)
 FB1379
 FB1379                          SUPERSEDED SURVEY CONTROL
 FB1379
 FB1379  NGVD 29 (??/??/92)  371.482  (m)         1218.77   (f) ADJ UNCH    2 0
 FB1379
 FB1379.Superseded values are not recommended for survey control.
 FB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1379.See file dsdata.txt to determine how the superseded data were derived.
 FB1379
 FB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV952835(NAD 83)
 FB1379_MARKER: DB = BENCH MARK DISK
 FB1379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1379_SP_SET: CULVERT
 FB1379_STAMPING: Q 239 1961
 FB1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1379
 FB1379  HISTORY     - Date     Condition        Report By
 FB1379  HISTORY     - 1961     MONUMENTED       CGS
 FB1379
 FB1379                          STATION DESCRIPTION
 FB1379
 FB1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1379'5.1 MI W FROM NEWPORT.
 FB1379'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 FB1379'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 0.6
 FB1379'MILE NORTHWEST ON INTERSTATE 40.  THE BENCH MARK DISK IS
 FB1379'CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST CORNER OF A 4
 FB1379'BY 4 CONCRETE CULVERT DRAIN BETWEEN THE TWO TRAFFIC LANES, AND
 FB1379'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1035 ***********************************************************************
 GA1035  DESIGNATION -  Q 240
 GA1035  PID         -  GA1035
 GA1035  STATE/COUNTY-  TN/GREENE
 GA1035  USGS QUAD   -  MOSHEIM (1971)
 GA1035
 GA1035                         *CURRENT SURVEY CONTROL
 GA1035  ___________________________________________________________________
 GA1035* NAD 83(1986)-  36 14 58.     (N)    082 58 10.     (W)     SCALED    
 GA1035* NAVD 88     -       352.599  (meters)    1156.82   (feet)  ADJUSTED  
 GA1035  ___________________________________________________________________
 GA1035  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA1035  DYNAMIC HT  -         352.273 (meters)    1155.75  (feet)  COMP
 GA1035  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 GA1035
 GA1035  VERT ORDER  -  SECOND    CLASS 0
 GA1035
 GA1035.The horizontal coordinates were scaled from a topographic map and have
 GA1035.an estimated accuracy of +/- 6 seconds.
 GA1035
 GA1035.The orthometric height was determined by differential leveling
 GA1035.and adjusted by the National Geodetic Survey in June 1991..
 GA1035
 GA1035.The geoid height was determined by GEOID03.
 GA1035
 GA1035.The dynamic height is computed by dividing the NAVD 88
 GA1035.geopotential number by the normal gravity value computed on the
 GA1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1035.degrees latitude (g = 980.6199 gals.).
 GA1035
 GA1035.The modeled gravity was interpolated from observed gravity values.
 GA1035
 GA1035;                    North         East    Units  Estimated Accuracy
 GA1035;SPC TN       -   216,810.      872,330.      MT  (+/- 180 meters Scaled)
 GA1035
 GA1035                          SUPERSEDED SURVEY CONTROL
 GA1035
 GA1035  NGVD 29 (??/??/92)  352.749  (m)         1157.31   (f) ADJ UNCH    2 0
 GA1035
 GA1035.Superseded values are not recommended for survey control.
 GA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1035.See file dsdata.txt to determine how the superseded data were derived.
 GA1035
 GA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA230134(NAD 83)
 GA1035_MARKER: DB = BENCH MARK DISK
 GA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1035_STAMPING: Q 240 1961
 GA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1035+STABILITY: SURFACE MOTION
 GA1035
 GA1035  HISTORY     - Date     Condition        Report By
 GA1035  HISTORY     - 1961     MONUMENTED       CGS
 GA1035  HISTORY     - 1980     GOOD             NGS
 GA1035
 GA1035                          STATION DESCRIPTION
 GA1035
 GA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1035'1 MI W FROM MT CARMEL.
 GA1035'FROM THE ONLY JUNCTION OF A NORTH-SOUTH PAVED ROAD AND AN
 GA1035'EAST-WEST GRAVELED ROAD IN MT. CARMEL, GO 1.0 MILE WEST ON A
 GA1035'GRAVELED ROAD TO A BARN ON THE RIGHT JUST BEFORE REACHING A
 GA1035'T JUNCTION.  THE BENCH MARK IS ABOUT 200 FT. WEST OF INTERSTATE
 GA1035'HIGHWAY 81, 17 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD,
 GA1035'5.6 FT. EAST OF THE SOUTHEAST CORNER OF THE BARN, 1.9 FT. NORTH
 GA1035'OF A FENCE, AND 1.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GA1035'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT
 GA1035'1 FT. ABOVE THE LEVEL OF THE ROAD.
 GA1035
 GA1035                          STATION RECOVERY (1980)
 GA1035
 GA1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1035'FROM THE CROSSROAD INTERSECTION AND THE MT.CARMEL UNITED METHODIST
 GA1035'CHURCH, GO WEST 1.0 MILE ON PAVED ROAD, 167 FEET SOUTHEAST OF THE END
 GA1035'OF OVERPASS OF INTERSTATE HIGHWAY 81,28 FEET SOUTHEAST OF THE CENTER
 GA1035'LINE OF PAVED FRONTAGE ROAD,72 FEET WEST OF THE CENTERLINE OF A
 GA1035'DRIVEWAY AND 73 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1076 ***********************************************************************
 GA1076  DESIGNATION -  Q 241
 GA1076  PID         -  GA1076
 GA1076  STATE/COUNTY-  TN/GREENE
 GA1076  USGS QUAD   -  LOVELACE (1971)
 GA1076
 GA1076                         *CURRENT SURVEY CONTROL
 GA1076  ___________________________________________________________________
 GA1076* NAD 83(1986)-  36 23 17.     (N)    082 39 40.     (W)     SCALED    
 GA1076* NAVD 88     -       479.769  (meters)    1574.04   (feet)  ADJUSTED  
 GA1076  ___________________________________________________________________
 GA1076  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1076  DYNAMIC HT  -         479.319 (meters)    1572.57  (feet)  COMP
 GA1076  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 GA1076
 GA1076  VERT ORDER  -  SECOND    CLASS 0
 GA1076
 GA1076.The horizontal coordinates were scaled from a topographic map and have
 GA1076.an estimated accuracy of +/- 6 seconds.
 GA1076
 GA1076.The orthometric height was determined by differential leveling
 GA1076.and adjusted by the National Geodetic Survey in June 1991..
 GA1076
 GA1076.The geoid height was determined by GEOID03.
 GA1076
 GA1076.The dynamic height is computed by dividing the NAVD 88
 GA1076.geopotential number by the normal gravity value computed on the
 GA1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1076.degrees latitude (g = 980.6199 gals.).
 GA1076
 GA1076.The modeled gravity was interpolated from observed gravity values.
 GA1076
 GA1076;                    North         East    Units  Estimated Accuracy
 GA1076;SPC TN       -   233,080.      899,510.      MT  (+/- 180 meters Scaled)
 GA1076
 GA1076                          SUPERSEDED SURVEY CONTROL
 GA1076
 GA1076  NGVD 29 (??/??/92)  479.905  (m)         1574.49   (f) ADJ UNCH    2 0
 GA1076
 GA1076.Superseded values are not recommended for survey control.
 GA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1076.See file dsdata.txt to determine how the superseded data were derived.
 GA1076
 GA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA510282(NAD 83)
 GA1076_MARKER: DB = BENCH MARK DISK
 GA1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1076_STAMPING: Q 241 1961
 GA1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1076+STABILITY: SURFACE MOTION
 GA1076
 GA1076  HISTORY     - Date     Condition        Report By
 GA1076  HISTORY     - 1961     MONUMENTED       CGS
 GA1076
 GA1076                          STATION DESCRIPTION
 GA1076
 GA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1076'3 MI NE FROM JEAROLDSTOWN.
 GA1076'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1076'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1076'FALL BRANCH), GO 3.0 MILES NORTHEAST ON A GRAVELED ROAD TO A
 GA1076'HOUSE ON THE LEFT OWNED BY MR. KNOY PIERCE.  THE BENCH MARK IS
 GA1076'46.5 FT. SOUTH OF THE SOUTH CORNER OF HIS HOUSE, 24 FT. NORTH OF
 GA1076'THE CENTER OF THE GRAVELED ROAD, 8 FT. NORTHWEST OF A FENCE
 GA1076'CORNER, 2.3 FT. SOUTHWEST OF A FENCE CORNER, AND 2.6 FT. EAST OF
 GA1076'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GA1076'WITH THE GROUND AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0932 ***********************************************************************
 FC0932  DESIGNATION -  Q 242
 FC0932  PID         -  FC0932
 FC0932  STATE/COUNTY-  TN/MCMINN
 FC0932  USGS QUAD   -  NIOTA (1990)
 FC0932
 FC0932                         *CURRENT SURVEY CONTROL
 FC0932  ___________________________________________________________________
 FC0932* NAD 83(1986)-  35 33 48.     (N)    084 33 02.     (W)     SCALED    
 FC0932* NAVD 88     -       291.409  (meters)     956.06   (feet)  ADJUSTED  
 FC0932  ___________________________________________________________________
 FC0932  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0932  DYNAMIC HT  -         291.124 (meters)     955.13  (feet)  COMP
 FC0932  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 FC0932
 FC0932  VERT ORDER  -  SECOND    CLASS 0
 FC0932
 FC0932.The horizontal coordinates were scaled from a topographic map and have
 FC0932.an estimated accuracy of +/- 6 seconds.
 FC0932
 FC0932.The orthometric height was determined by differential leveling
 FC0932.and adjusted by the National Geodetic Survey in June 1991..
 FC0932
 FC0932.The geoid height was determined by GEOID03.
 FC0932
 FC0932.The dynamic height is computed by dividing the NAVD 88
 FC0932.geopotential number by the normal gravity value computed on the
 FC0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0932.degrees latitude (g = 980.6199 gals.).
 FC0932
 FC0932.The modeled gravity was interpolated from observed gravity values.
 FC0932
 FC0932;                    North         East    Units  Estimated Accuracy
 FC0932;SPC TN       -   137,440.      731,390.      MT  (+/- 180 meters Scaled)
 FC0932
 FC0932                          SUPERSEDED SURVEY CONTROL
 FC0932
 FC0932  NGVD 29 (??/??/92)  291.483  (m)          956.31   (f) ADJ UNCH    2 0
 FC0932
 FC0932.Superseded values are not recommended for survey control.
 FC0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0932.See file dsdata.txt to determine how the superseded data were derived.
 FC0932
 FC0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE219382(NAD 83)
 FC0932_MARKER: DB = BENCH MARK DISK
 FC0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0932_STAMPING: Q 242 1961
 FC0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0932+STABILITY: SURFACE MOTION
 FC0932
 FC0932  HISTORY     - Date     Condition        Report By
 FC0932  HISTORY     - 1961     MONUMENTED       CGS
 FC0932
 FC0932                          STATION DESCRIPTION
 FC0932
 FC0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0932'4.4 MI NW FROM NIOTA.
 FC0932'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0932'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.7
 FC0932'MILES NORTHWEST TO THE UNION MC MINN BAPTIST CHURCH ON THE RIGHT,
 FC0932'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROAD, THEN TURN
 FC0932'RIGHT AND GO 0.3 MILE EAST TO PROPOSED INTERSTATE HIGHWAY 75, THEN
 FC0932'GO 0.65 MILE NORTHEAST ON INTERSTATE HIGHWAY 75.  THE BENCH MARK
 FC0932'IS ABOUT 0.2 MILE NORTHWEST OF PROPOSED INTERSTATE HIGHWAY 75,
 FC0932'18 FT. NORTHWEST OF WEST GATE POST FOR TRACK ROAD LEADING TO A
 FC0932'PASTURE, 1.9 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF AN ABANDONED
 FC0932'FARM HOUSE, 12 FT. NORTH OF A FENCE, AND 2.2 FT. WEST OF A METAL
 FC0932'WITNESS POST.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0932'4 INCHES.  NOTE-- TO REACH BENCH MARK P 242 FROM THIS POINT,
 FC0932'GO BACK TO INTERSTATE 75, TURN LEFT AND GO 1.0 MILE NORTHEAST ON
 FC0932'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0590 ***********************************************************************
 FC0590  DESIGNATION -  Q 243
 FC0590  PID         -  FC0590
 FC0590  STATE/COUNTY-  TN/BRADLEY
 FC0590  USGS QUAD   -  CHARLESTON (1980)
 FC0590
 FC0590                         *CURRENT SURVEY CONTROL
 FC0590  ___________________________________________________________________
 FC0590* NAD 83(1986)-  35 17 43.     (N)    084 48 43.     (W)     SCALED    
 FC0590* NAVD 88     -       211.630  (meters)     694.32   (feet)  ADJUSTED  
 FC0590  ___________________________________________________________________
 FC0590  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC0590  DYNAMIC HT  -         211.422 (meters)     693.64  (feet)  COMP
 FC0590  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FC0590
 FC0590  VERT ORDER  -  SECOND    CLASS 0
 FC0590
 FC0590.The horizontal coordinates were scaled from a topographic map and have
 FC0590.an estimated accuracy of +/- 6 seconds.
 FC0590
 FC0590.The orthometric height was determined by differential leveling
 FC0590.and adjusted by the National Geodetic Survey in June 1991..
 FC0590
 FC0590.The geoid height was determined by GEOID03.
 FC0590
 FC0590.The dynamic height is computed by dividing the NAVD 88
 FC0590.geopotential number by the normal gravity value computed on the
 FC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0590.degrees latitude (g = 980.6199 gals.).
 FC0590
 FC0590.The modeled gravity was interpolated from observed gravity values.
 FC0590
 FC0590;                    North         East    Units  Estimated Accuracy
 FC0590;SPC TN       -   107,380.      708,060.      MT  (+/- 180 meters Scaled)
 FC0590
 FC0590                          SUPERSEDED SURVEY CONTROL
 FC0590
 FC0590  NGVD 29 (??/??/92)  211.676  (m)          694.47   (f) ADJ UNCH    2 0
 FC0590
 FC0590.Superseded values are not recommended for survey control.
 FC0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0590.See file dsdata.txt to determine how the superseded data were derived.
 FC0590
 FC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE989079(NAD 83)
 FC0590_MARKER: DB = BENCH MARK DISK
 FC0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0590_STAMPING: Q 243 1961
 FC0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0590+STABILITY: SURFACE MOTION
 FC0590
 FC0590  HISTORY     - Date     Condition        Report By
 FC0590  HISTORY     - 1961     MONUMENTED       CGS
 FC0590
 FC0590                          STATION DESCRIPTION
 FC0590
 FC0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0590'4.2 MI W FROM CHARLESTON.
 FC0590'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON AN
 FC0590'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS TO
 FC0590'U.S. HWY 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR 3.45
 FC0590'TO THE INTERSTATE HWY.  TURN LEFT ON THE INTERSTATE AND GO
 FC0590'SOUTHWEST FOR 0.8 MILE TO A CROSSROAD AND THE BENCH MARK ON
 FC0590'THE RIGHT, ABOUT 400 FEET NORTHWEST OF THE INTERSTATE HWY.,
 FC0590'ABOUT 300 FEET EAST OF A WHITE HOUSE THAT IS ON THE SUMMIT OF
 FC0590'A SMALL HILL, 42 FEET WEST OF A STOCK LOADING CHUTE, 17 FEET
 FC0590'SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 17 FEET NORTH OF CENTER
 FC0590'OF PRIVATE DRIVE LEADING TO THE WHITE HOUSE, 5.8 FEET WEST OF
 FC0590'A 20 INCH RED OAK TREE, 1.7 FEET EAST OF A WITNESS SIGN.  A
 FC0590'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND
 FC0590'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0628 ***********************************************************************
 FC0628  DESIGNATION -  Q 244
 FC0628  PID         -  FC0628
 FC0628  STATE/COUNTY-  TN/BRADLEY
 FC0628  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0628
 FC0628                         *CURRENT SURVEY CONTROL
 FC0628  ___________________________________________________________________
 FC0628* NAD 83(1986)-  35 08 02.     (N)    084 59 48.     (W)     SCALED    
 FC0628* NAVD 88     -       252.750  (meters)     829.23   (feet)  ADJUSTED  
 FC0628  ___________________________________________________________________
 FC0628  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0628  DYNAMIC HT  -         252.498 (meters)     828.40  (feet)  COMP
 FC0628  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 FC0628
 FC0628  VERT ORDER  -  FIRST     CLASS II
 FC0628
 FC0628.The horizontal coordinates were scaled from a topographic map and have
 FC0628.an estimated accuracy of +/- 6 seconds.
 FC0628
 FC0628.The orthometric height was determined by differential leveling
 FC0628.and adjusted by the National Geodetic Survey in June 1991..
 FC0628
 FC0628.The geoid height was determined by GEOID03.
 FC0628
 FC0628.The dynamic height is computed by dividing the NAVD 88
 FC0628.geopotential number by the normal gravity value computed on the
 FC0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0628.degrees latitude (g = 980.6199 gals.).
 FC0628
 FC0628.The modeled gravity was interpolated from observed gravity values.
 FC0628
 FC0628;                    North         East    Units  Estimated Accuracy
 FC0628;SPC TN       -    89,290.      691,440.      MT  (+/- 180 meters Scaled)
 FC0628
 FC0628                          SUPERSEDED SURVEY CONTROL
 FC0628
 FC0628  NGVD 29 (??/??/92)  252.766  (m)          829.28   (f) ADJ UNCH    1 2
 FC0628
 FC0628.Superseded values are not recommended for survey control.
 FC0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0628.See file dsdata.txt to determine how the superseded data were derived.
 FC0628
 FC0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD825897(NAD 83)
 FC0628_MARKER: DB = BENCH MARK DISK
 FC0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0628_STAMPING: Q 244 1961
 FC0628_MARK LOGO: CGS   
 FC0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0628+STABILITY: SURFACE MOTION
 FC0628
 FC0628  HISTORY     - Date     Condition        Report By
 FC0628  HISTORY     - 1961     MONUMENTED       CGS
 FC0628  HISTORY     - 1962     GOOD             NGS
 FC0628  HISTORY     - 1967     GOOD             NGS
 FC0628  HISTORY     - 1983     GOOD             NGS
 FC0628
 FC0628                          STATION DESCRIPTION
 FC0628
 FC0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0628'3.3 MI SW FROM MC DONALD.
 FC0628'FROM THE POST OFFICE IN MC DONALD GO SOUTHWEST ON U.S. HIGHWAY 11
 FC0628'FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.75
 FC0628'MILES TO CROSS ROAD, TURN LEFT AND GO 0.45 MILES ON A GRAVELED
 FC0628'ROAD TO THE MARK ON THE LEFT, ABOUT 0.15 MILE SOUTH OF THE
 FC0628'INTERSTATE HIGHWAY ON THE PROPERTY OF LENORD REEK, 16 FEET
 FC0628'WEST OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTH OF THE
 FC0628'CENTER OF A PRIVATE DRIVE LEADING TO THE HOME OF FLORA
 FC0628'COOPER, 2.3 FEET NORTH OF A WITNESS POST, 1.0 FEET NORTH OF
 FC0628'A FENCE POST AND 0.8 FEET WEST OF A FENCE LINE.  A STANDARD DISK
 FC0628'SET IN A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1.5 FEET
 FC0628'ABOVE THE ROAD LEVEL.
 FC0628
 FC0628                          STATION RECOVERY (1967)
 FC0628
 FC0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0628'RECOVERED IN GOOD CONDITION.
 FC0628
 FC0628                          STATION RECOVERY (1983)
 FC0628
 FC0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1254 ***********************************************************************
 FC1254  DESIGNATION -  Q 245
 FC1254  PID         -  FC1254
 FC1254  STATE/COUNTY-  TN/HAMILTON
 FC1254  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1254
 FC1254                         *CURRENT SURVEY CONTROL
 FC1254  ___________________________________________________________________
 FC1254* NAD 83(1986)-  35 01 34.     (N)    085 11 34.     (W)     SCALED    
 FC1254* NAVD 88     -       208.262  (meters)     683.27   (feet)  ADJUSTED  
 FC1254  ___________________________________________________________________
 FC1254  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1254  DYNAMIC HT  -         208.054 (meters)     682.59  (feet)  COMP
 FC1254  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 FC1254
 FC1254  VERT ORDER  -  SECOND    CLASS 0
 FC1254
 FC1254.The horizontal coordinates were scaled from a topographic map and have
 FC1254.an estimated accuracy of +/- 6 seconds.
 FC1254
 FC1254.The orthometric height was determined by differential leveling
 FC1254.and adjusted by the National Geodetic Survey in June 1991..
 FC1254
 FC1254.The geoid height was determined by GEOID03.
 FC1254
 FC1254.The dynamic height is computed by dividing the NAVD 88
 FC1254.geopotential number by the normal gravity value computed on the
 FC1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1254.degrees latitude (g = 980.6199 gals.).
 FC1254
 FC1254.The modeled gravity was interpolated from observed gravity values.
 FC1254
 FC1254;                    North         East    Units  Estimated Accuracy
 FC1254;SPC TN       -    77,170.      673,670.      MT  (+/- 180 meters Scaled)
 FC1254
 FC1254                          SUPERSEDED SURVEY CONTROL
 FC1254
 FC1254  NGVD 29 (??/??/92)  208.280  (m)          683.33   (f) ADJ UNCH    2 0
 FC1254
 FC1254.Superseded values are not recommended for survey control.
 FC1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1254.See file dsdata.txt to determine how the superseded data were derived.
 FC1254
 FC1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD648774(NAD 83)
 FC1254_MARKER: DB = BENCH MARK DISK
 FC1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1254_SP_SET: BRIDGE
 FC1254_STAMPING: Q 245 1961
 FC1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1254
 FC1254  HISTORY     - Date     Condition        Report By
 FC1254  HISTORY     - 1961     MONUMENTED       CGS
 FC1254  HISTORY     - 1962     GOOD             NGS
 FC1254  HISTORY     - 1972     GOOD             TVA
 FC1254  HISTORY     - 1983     GOOD             USPSQD
 FC1254  HISTORY     - 1989     GOOD             USPSQD
 FC1254  HISTORY     - 20000114 GOOD             USPSQD
 FC1254
 FC1254                          STATION DESCRIPTION
 FC1254
 FC1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1254'4.3 MI E FROM CHATTANOOGA.
 FC1254'TO REACH THE MARK FROM THE JUNCTION OF BRAINERD ROAD, U.S.
 FC1254'HIGHWAY 11, AND SPRING CREEK ROAD, GO NORTHEAST 2.2 MILES
 FC1254'TO THE BRIDGE OVER THE LOUISVILLE AND NASHVILLE RAILROAD AND
 FC1254'MARK IS SET IN THE WEST PIER, 6 FEET WEST OF WEST RAIL, 3 FEET
 FC1254'EAST OF WEST EDGE OF PIER.  A STANDARD DISK SET VERTICALLY IN
 FC1254'A CONCRETE BRIDGE ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL.
 FC1254
 FC1254                          STATION RECOVERY (1972)
 FC1254
 FC1254'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1254'RECOVERED IN GOOD CONDITION.
 FC1254
 FC1254                          STATION RECOVERY (1983)
 FC1254
 FC1254'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1254'RECOVERED IN GOOD CONDITION.
 FC1254
 FC1254                          STATION RECOVERY (1989)
 FC1254
 FC1254'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1254'RECOVERED IN GOOD CONDITION.
 FC1254
 FC1254                          STATION RECOVERY (2000)
 FC1254
 FC1254'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1403 ***********************************************************************
 FC1403  DESIGNATION -  Q 246
 FC1403  PID         -  FC1403
 FC1403  STATE/COUNTY-  TN/GRUNDY
 FC1403  USGS QUAD   -  ALTO (1947)
 FC1403
 FC1403                         *CURRENT SURVEY CONTROL
 FC1403  ___________________________________________________________________
 FC1403* NAD 83(1986)-  35 15 39.     (N)    085 52 33.     (W)     SCALED    
 FC1403* NAVD 88     -       371.409  (meters)    1218.53   (feet)  ADJUSTED  
 FC1403  ___________________________________________________________________
 FC1403  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1403  DYNAMIC HT  -         371.041 (meters)    1217.32  (feet)  COMP
 FC1403  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 FC1403
 FC1403  VERT ORDER  -  SECOND    CLASS 0
 FC1403
 FC1403.The horizontal coordinates were scaled from a topographic map and have
 FC1403.an estimated accuracy of +/- 6 seconds.
 FC1403
 FC1403.The orthometric height was determined by differential leveling
 FC1403.and adjusted by the National Geodetic Survey in June 1991..
 FC1403
 FC1403.The geoid height was determined by GEOID03.
 FC1403
 FC1403.The dynamic height is computed by dividing the NAVD 88
 FC1403.geopotential number by the normal gravity value computed on the
 FC1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1403.degrees latitude (g = 980.6199 gals.).
 FC1403
 FC1403.The modeled gravity was interpolated from observed gravity values.
 FC1403
 FC1403;                    North         East    Units  Estimated Accuracy
 FC1403;SPC TN       -   102,910.      611,300.      MT  (+/- 180 meters Scaled)
 FC1403
 FC1403                          SUPERSEDED SURVEY CONTROL
 FC1403
 FC1403  NGVD 29 (??/??/92)  371.401  (m)         1218.50   (f) ADJ UNCH    2 0
 FC1403
 FC1403.Superseded values are not recommended for survey control.
 FC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1403.See file dsdata.txt to determine how the superseded data were derived.
 FC1403
 FC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE022025(NAD 83)
 FC1403_MARKER: DB = BENCH MARK DISK
 FC1403_SETTING: 66 = SET IN ROCK OUTCROP
 FC1403_SP_SET: BEDROCK
 FC1403_STAMPING: Q 246 1962
 FC1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1403+STABILITY: POSITION/ELEVATION WELL
 FC1403
 FC1403  HISTORY     - Date     Condition        Report By
 FC1403  HISTORY     - 1962     MONUMENTED       CGS
 FC1403
 FC1403                          STATION DESCRIPTION
 FC1403
 FC1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1403'3.8 MI NW FROM MONTEAGLE.
 FC1403'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FC1403'INTERSTATE HIGHWAY 24 AT THE WEST EDGE OF MONTEAGLE, GO NORTHWEST
 FC1403'ON INTERSTATE HIGHWAY 24 3.8 MILES TO THE MARK SET IN THE TOP
 FC1403'OF THE FIRST STRATA OF ROCK OF A LARGE ROCK LEDGE, 100.0 FEET
 FC1403'WEST OF WEST END OF CUT, 73.7 FEET SOUTHWEST OF CENTER OF EAST
 FC1403'BOUND LANE, 41.8 FEET SOUTHEAST OF SOUTH END OF A 36 INCH PIPE
 FC1403'CULVERT AND 2.0 FEET SOUTH OF A METAL WITNESS SIGN.  A STANDARD
 FC1403'BENCH MARK DISK DRILLED IN A ROCK LEDGE AND IS ABOUT 6 FEET
 FC1403'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1831 ***********************************************************************
 GA1831  DESIGNATION -  Q 247
 GA1831  PID         -  GA1831
 GA1831  STATE/COUNTY-  TN/JEFFERSON
 GA1831  USGS QUAD   -  TALBOTT (1980)
 GA1831
 GA1831                         *CURRENT SURVEY CONTROL
 GA1831  ___________________________________________________________________
 GA1831* NAD 83(1986)-  36 07 33.     (N)    083 29 32.     (W)     SCALED    
 GA1831* NAVD 88     -       346.230  (meters)    1135.92   (feet)  ADJUSTED  
 GA1831  ___________________________________________________________________
 GA1831  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1831  DYNAMIC HT  -         345.910 (meters)    1134.87  (feet)  COMP
 GA1831  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA1831
 GA1831  VERT ORDER  -  FIRST     CLASS I
 GA1831
 GA1831.The horizontal coordinates were scaled from a topographic map and have
 GA1831.an estimated accuracy of +/- 6 seconds.
 GA1831
 GA1831.The orthometric height was determined by differential leveling
 GA1831.and adjusted by the National Geodetic Survey in June 1991..
 GA1831
 GA1831.The geoid height was determined by GEOID03.
 GA1831
 GA1831.The dynamic height is computed by dividing the NAVD 88
 GA1831.geopotential number by the normal gravity value computed on the
 GA1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1831.degrees latitude (g = 980.6199 gals.).
 GA1831
 GA1831.The modeled gravity was interpolated from observed gravity values.
 GA1831
 GA1831;                    North         East    Units  Estimated Accuracy
 GA1831;SPC TN       -   201,770.      825,720.      MT  (+/- 180 meters Scaled)
 GA1831
 GA1831                          SUPERSEDED SURVEY CONTROL
 GA1831
 GA1831  NGVD 29 (??/??/92)  346.356  (m)         1136.34   (f) ADJ UNCH    1 1
 GA1831
 GA1831.Superseded values are not recommended for survey control.
 GA1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1831.See file dsdata.txt to determine how the superseded data were derived.
 GA1831
 GA1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA757007(NAD 83)
 GA1831_MARKER: DB = BENCH MARK DISK
 GA1831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1831_SP_SET: BUILDING
 GA1831_STAMPING: Q 247 1967
 GA1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1831
 GA1831  HISTORY     - Date     Condition        Report By
 GA1831  HISTORY     - 1967     MONUMENTED       CGS
 GA1831
 GA1831                          STATION DESCRIPTION
 GA1831
 GA1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1831'AT JEFFERSON CITY.
 GA1831'AT JEFFERSON CITY, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 GA1831'OF ANDREW JOHNSON HIGHWAY AND SOUTH RUSSELL AVENUE, SET VERTICALLY
 GA1831'IN THE WEST FACE AND NEAR THE NORTHWEST CORNER OF THE STONE
 GA1831'FOUNDATION OF THE POST OFFICE BUILDING, 5 FEET SOUTH OF THE
 GA1831'NORTHWEST CORNER OF THE BUILDING, 1 FOOT ABOVE THE LEVEL OF THE
 GA1831'GROUND AND 4 FEET ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2249 ***********************************************************************
 GA2249  DESIGNATION -  Q 248
 GA2249  PID         -  GA2249
 GA2249  STATE/COUNTY-  TN/KNOX
 GA2249  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2249
 GA2249                         *CURRENT SURVEY CONTROL
 GA2249  ___________________________________________________________________
 GA2249* NAD 83(1986)-  36 00 09.     (N)    083 53 04.     (W)     SCALED    
 GA2249* NAVD 88     -       291.272  (meters)     955.61   (feet)  ADJUSTED  
 GA2249  ___________________________________________________________________
 GA2249  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2249  DYNAMIC HT  -         291.004 (meters)     954.74  (feet)  COMP
 GA2249  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 GA2249
 GA2249  VERT ORDER  -  FIRST     CLASS I
 GA2249
 GA2249.The horizontal coordinates were scaled from a topographic map and have
 GA2249.an estimated accuracy of +/- 6 seconds.
 GA2249
 GA2249.The orthometric height was determined by differential leveling
 GA2249.and adjusted by the National Geodetic Survey in June 1991..
 GA2249
 GA2249.The geoid height was determined by GEOID03.
 GA2249
 GA2249.The dynamic height is computed by dividing the NAVD 88
 GA2249.geopotential number by the normal gravity value computed on the
 GA2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2249.degrees latitude (g = 980.6199 gals.).
 GA2249
 GA2249.The modeled gravity was interpolated from observed gravity values.
 GA2249
 GA2249;                    North         East    Units  Estimated Accuracy
 GA2249;SPC TN       -   187,250.      790,720.      MT  (+/- 180 meters Scaled)
 GA2249
 GA2249                          SUPERSEDED SURVEY CONTROL
 GA2249
 GA2249  NGVD 29 (??/??/92)  291.404  (m)          956.05   (f) ADJ UNCH    1 1
 GA2249
 GA2249.Superseded values are not recommended for survey control.
 GA2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2249.See file dsdata.txt to determine how the superseded data were derived.
 GA2249
 GA2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV400880(NAD 83)
 GA2249_MARKER: DB = BENCH MARK DISK
 GA2249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2249_SP_SET: OVERPASS
 GA2249_STAMPING: Q 248 1967
 GA2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2249
 GA2249  HISTORY     - Date     Condition        Report By
 GA2249  HISTORY     - 1967     MONUMENTED       CGS
 GA2249  HISTORY     - 1982     GOOD             LOCENG
 GA2249
 GA2249                          STATION DESCRIPTION
 GA2249
 GA2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2249'AT KNOXVILLE.
 GA2249'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 GA2249'RAILWAY FROM THE STATION AT KNOXVILLE, THENCE 0.15 MILE SOUTHEAST
 GA2249'ALONG PROSSER ROAD, SET VERTICALLY IN THE NORTHEAST CONCRETE
 GA2249'FACE OF THE NORTHWEST LEG OF THE SOUTH PIER UNDER INTERSTATE
 GA2249'HIGHWAY 40 OVERPASS OVER THE ROAD, 24 FEET SOUTHWEST OF THE
 GA2249'CENTER LINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY, 2.8
 GA2249'FEET ABOVE THE CONCRETE LINED GUTTER AND 2 FEET ABOVE THE LEVEL
 GA2249'OF THE ROAD.
 GA2249
 GA2249                          STATION RECOVERY (1982)
 GA2249
 GA2249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0526 ***********************************************************************
 GB0526  DESIGNATION -  Q 249
 GB0526  PID         -  GB0526
 GB0526  STATE/COUNTY-  TN/ROANE
 GB0526  USGS QUAD   -  PETROS (1979)
 GB0526
 GB0526                         *CURRENT SURVEY CONTROL
 GB0526  ___________________________________________________________________
 GB0526* NAD 83(1986)-  36 00 21.     (N)    084 23 34.     (W)     SCALED    
 GB0526* NAVD 88     -       262.040  (meters)     859.71   (feet)  ADJUSTED  
 GB0526  ___________________________________________________________________
 GB0526  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0526  DYNAMIC HT  -         261.802 (meters)     858.93  (feet)  COMP
 GB0526  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 GB0526
 GB0526  VERT ORDER  -  FIRST     CLASS I
 GB0526
 GB0526.The horizontal coordinates were scaled from a topographic map and have
 GB0526.an estimated accuracy of +/- 6 seconds.
 GB0526
 GB0526.The orthometric height was determined by differential leveling
 GB0526.and adjusted by the National Geodetic Survey in June 1991..
 GB0526
 GB0526.The geoid height was determined by GEOID03.
 GB0526
 GB0526.The dynamic height is computed by dividing the NAVD 88
 GB0526.geopotential number by the normal gravity value computed on the
 GB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0526.degrees latitude (g = 980.6199 gals.).
 GB0526
 GB0526.The modeled gravity was interpolated from observed gravity values.
 GB0526
 GB0526;                    North         East    Units  Estimated Accuracy
 GB0526;SPC TN       -   186,750.      744,890.      MT  (+/- 180 meters Scaled)
 GB0526
 GB0526                          SUPERSEDED SURVEY CONTROL
 GB0526
 GB0526  NGVD 29 (??/??/92)  262.165  (m)          860.12   (f) ADJ UNCH    1 1
 GB0526
 GB0526.Superseded values are not recommended for survey control.
 GB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0526.See file dsdata.txt to determine how the superseded data were derived.
 GB0526
 GB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE349877(NAD 83)
 GB0526_MARKER: DB = BENCH MARK DISK
 GB0526_SETTING: 66 = SET IN ROCK OUTCROP
 GB0526_SP_SET: ROCK CUT
 GB0526_STAMPING: Q 249 1967
 GB0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0526+STABILITY: POSITION/ELEVATION WELL
 GB0526
 GB0526  HISTORY     - Date     Condition        Report By
 GB0526  HISTORY     - 1967     MONUMENTED       CGS
 GB0526
 GB0526                          STATION DESCRIPTION
 GB0526
 GB0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0526'4 MI SW FROM OLIVER SPRINGS.
 GB0526'ABOUT 3.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0526'STATION AT OLIVER SPRINGS, THENCE ABOUT 0.1 MILE NORTHWEST ALONG
 GB0526'A BLACK TOP ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG STATE
 GB0526'HIGHWAY 61, ABOUT 0.2 MILE NORTHEAST OF MOUNT PISGAH CHURCH, ON
 GB0526'THE NORTHEAST SLOPE OF A HILL, SET VERTICALLY IN THE SOUTHEAST FACE
 GB0526'OF A ROCK CUT THAT IS ABOUT 0.1 MILE LONG AND 6 FEET HIGH, 21 FEET
 GB0526'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF
 GB0526'A POWER POLE GUY WIRE ANCHOR WHICH IS DRILLED IN THE ROCK, ABOUT
 GB0526'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 1 FOOT ABOVE
 GB0526'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1371 ***********************************************************************
 GC1371  DESIGNATION -  Q 25
 GC1371  PID         -  GC1371
 GC1371  STATE/COUNTY-  TN/MONTGOMERY
 GC1371  USGS QUAD   -  PALMYRA (1983)
 GC1371
 GC1371                         *CURRENT SURVEY CONTROL
 GC1371  ___________________________________________________________________
 GC1371* NAD 83(1986)-  36 26 04.     (N)    087 26 07.     (W)     SCALED    
 GC1371* NAVD 88     -       117.812  (meters)     386.52   (feet)  ADJUSTED  
 GC1371  ___________________________________________________________________
 GC1371  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1371  DYNAMIC HT  -         117.712 (meters)     386.19  (feet)  COMP
 GC1371  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 GC1371
 GC1371  VERT ORDER  -  SECOND    CLASS 0
 GC1371
 GC1371.The horizontal coordinates were scaled from a topographic map and have
 GC1371.an estimated accuracy of +/- 6 seconds.
 GC1371
 GC1371.The orthometric height was determined by differential leveling
 GC1371.and adjusted by the National Geodetic Survey in June 1991..
 GC1371
 GC1371.The geoid height was determined by GEOID03.
 GC1371
 GC1371.The dynamic height is computed by dividing the NAVD 88
 GC1371.geopotential number by the normal gravity value computed on the
 GC1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1371.degrees latitude (g = 980.6199 gals.).
 GC1371
 GC1371.The modeled gravity was interpolated from observed gravity values.
 GC1371
 GC1371;                    North         East    Units  Estimated Accuracy
 GC1371;SPC TN       -   234,070.      471,310.      MT  (+/- 180 meters Scaled)
 GC1371
 GC1371                          SUPERSEDED SURVEY CONTROL
 GC1371
 GC1371  NGVD 29 (??/??/92)  117.869  (m)          386.71   (f) ADJ UNCH    2 0
 GC1371
 GC1371.Superseded values are not recommended for survey control.
 GC1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1371.See file dsdata.txt to determine how the superseded data were derived.
 GC1371
 GC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF609322(NAD 83)
 GC1371_MARKER: DB = BENCH MARK DISK
 GC1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1371_STAMPING: 386.963 Q 25 1934
 GC1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1371+STABILITY: SURFACE MOTION
 GC1371
 GC1371  HISTORY     - Date     Condition        Report By
 GC1371  HISTORY     - 1934     MONUMENTED       CGS
 GC1371
 GC1371                          STATION DESCRIPTION
 GC1371
 GC1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1371'AT HACKBERRY.
 GC1371'AT HACKBERRY, MONTGOMERY COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1371'NASHVILLE RAILROAD, AT A GRAVEL-ROAD CROSSING, 33 YARDS NORTH OF
 GC1371'THE CENTERLINE OF THE ROAD, AND 8 YARDS WEST OF THE CENTERLINE
 GC1371'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 386.968 Q 25 1934
 GC1371'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0924 ***********************************************************************
 GB0924  DESIGNATION -  Q 250
 GB0924  PID         -  GB0924
 GB0924  STATE/COUNTY-  TN/SCOTT
 GB0924  USGS QUAD   -  ROBBINS (1980)
 GB0924
 GB0924                         *CURRENT SURVEY CONTROL
 GB0924  ___________________________________________________________________
 GB0924* NAD 83(1986)-  36 22 20.     (N)    084 34 16.     (W)     SCALED    
 GB0924* NAVD 88     -       397.332  (meters)    1303.58   (feet)  ADJUSTED  
 GB0924  ___________________________________________________________________
 GB0924  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0924  DYNAMIC HT  -         396.988 (meters)    1302.45  (feet)  COMP
 GB0924  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GB0924
 GB0924  VERT ORDER  -  FIRST     CLASS I
 GB0924
 GB0924.The horizontal coordinates were scaled from a topographic map and have
 GB0924.an estimated accuracy of +/- 6 seconds.
 GB0924
 GB0924.The orthometric height was determined by differential leveling
 GB0924.and adjusted by the National Geodetic Survey in June 1991..
 GB0924
 GB0924.The geoid height was determined by GEOID03.
 GB0924
 GB0924.The dynamic height is computed by dividing the NAVD 88
 GB0924.geopotential number by the normal gravity value computed on the
 GB0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0924.degrees latitude (g = 980.6199 gals.).
 GB0924
 GB0924.The modeled gravity was interpolated from observed gravity values.
 GB0924
 GB0924;                    North         East    Units  Estimated Accuracy
 GB0924;SPC TN       -   227,150.      728,220.      MT  (+/- 180 meters Scaled)
 GB0924
 GB0924                          SUPERSEDED SURVEY CONTROL
 GB0924
 GB0924  NGVD 29 (??/??/92)  397.461  (m)         1304.00   (f) ADJ UNCH    1 1
 GB0924
 GB0924.Superseded values are not recommended for survey control.
 GB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0924.See file dsdata.txt to determine how the superseded data were derived.
 GB0924
 GB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF178279(NAD 83)
 GB0924_MARKER: DB = BENCH MARK DISK
 GB0924_SETTING: 66 = SET IN ROCK OUTCROP
 GB0924_SP_SET: ROCK CUT
 GB0924_STAMPING: Q 250 1968
 GB0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0924+STABILITY: POSITION/ELEVATION WELL
 GB0924
 GB0924  HISTORY     - Date     Condition        Report By
 GB0924  HISTORY     - 1968     MONUMENTED       CGS
 GB0924
 GB0924                          STATION DESCRIPTION
 GB0924
 GB0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0924'1.8 MI NE FROM ROBBINS.
 GB0924'ABOUT 1.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 GB0924'THE STATION AT ROBBINS, 0.5 MILE NORTHEAST OF THE NORTHEAST
 GB0924'END OF THE ROBBINS TUNNEL, 17 TELEPHONE POLES SOUTH OF MILEPOST
 GB0924'220, NEAR THE SOUTH END OF A CUT FOR THE RAILROAD, SET VERTICALLY
 GB0924'IN THE WEST FACE OF THE EAST ROCK WALL OF THE CUT, 35 1/2 FEET
 GB0924'EAST OF THE EAST RAIL, 24 1/2 FEET EAST OF SEMAPHORE NUMBER
 GB0924'220.2, 14 FEET EAST OF THE NORTHEAST CORNER OF A METAL BATTERY
 GB0924'BOX, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 GB0924'6 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0388 ***********************************************************************
 FC0388  DESIGNATION -  Q 256
 FC0388  PID         -  FC0388
 FC0388  STATE/COUNTY-  TN/BRADLEY
 FC0388  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0388
 FC0388                         *CURRENT SURVEY CONTROL
 FC0388  ___________________________________________________________________
 FC0388* NAD 83(1986)-  35 11 53.     (N)    084 48 42.     (W)     SCALED    
 FC0388* NAVD 88     -       249.199  (meters)     817.58   (feet)  ADJUSTED  
 FC0388  ___________________________________________________________________
 FC0388  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0388  DYNAMIC HT  -         248.954 (meters)     816.78  (feet)  COMP
 FC0388  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 FC0388
 FC0388  VERT ORDER  -  FIRST     CLASS I
 FC0388
 FC0388.The horizontal coordinates were scaled from a topographic map and have
 FC0388.an estimated accuracy of +/- 6 seconds.
 FC0388
 FC0388.The orthometric height was determined by differential leveling
 FC0388.and adjusted by the National Geodetic Survey in June 1991..
 FC0388
 FC0388.The geoid height was determined by GEOID03.
 FC0388
 FC0388.The dynamic height is computed by dividing the NAVD 88
 FC0388.geopotential number by the normal gravity value computed on the
 FC0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0388.degrees latitude (g = 980.6199 gals.).
 FC0388
 FC0388.The modeled gravity was interpolated from observed gravity values.
 FC0388
 FC0388;                    North         East    Units  Estimated Accuracy
 FC0388;SPC TN       -    96,600.      708,220.      MT  (+/- 180 meters Scaled)
 FC0388
 FC0388                          SUPERSEDED SURVEY CONTROL
 FC0388
 FC0388  NGVD 29 (??/??/92)  249.222  (m)          817.66   (f) ADJ UNCH    1 1
 FC0388
 FC0388.Superseded values are not recommended for survey control.
 FC0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0388.See file dsdata.txt to determine how the superseded data were derived.
 FC0388
 FC0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD992972(NAD 83)
 FC0388_MARKER: DB = BENCH MARK DISK
 FC0388_SETTING: 66 = SET IN ROCK OUTCROP
 FC0388_SP_SET: SET IN ROCK OUTCROP
 FC0388_STAMPING: Q 256 1968
 FC0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0388+STABILITY: POSITION/ELEVATION WELL
 FC0388
 FC0388  HISTORY     - Date     Condition        Report By
 FC0388  HISTORY     - 1968     MONUMENTED       CGS
 FC0388  HISTORY     - 1983     GOOD             USPSQD
 FC0388
 FC0388                          STATION DESCRIPTION
 FC0388
 FC0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0388'4.9 MI NE FROM CLEVELAND.
 FC0388'ABOUT 4.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC0388'THE STATION AT CLEVELAND, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 208,
 FC0388'ABOUT 102 YARDS NORTHEAST OF THE NORTHEAST END OF A 30-FOOT
 FC0388'WOODEN BRIDGE OVER A SMALL STREAM, SET IN THE TOP OF THE SOUTH
 FC0388'CORNER OF A ROCK LEDGE THAT IS PART OF A ROCK THAT IS ABOUT 15
 FC0388'FEET LONG BY 8 FEET HIGH AT THE HIGHEST POINT AND IS PART OF A
 FC0388'12-FOOT HIGH CUT, 29.4 FEET NORTHWEST OF AND ACROSS A SIDE
 FC0388'TRACK FROM THE NORTHWEST RAIL OF THE MAIN TRACK AND ABOUT 2 FEET
 FC0388'ABOVE THE LEVEL OF THE MAIN TRACK.
 FC0388
 FC0388                          STATION RECOVERY (1983)
 FC0388
 FC0388'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0432 ***********************************************************************
 FC0432  DESIGNATION -  Q 257
 FC0432  PID         -  FC0432
 FC0432  STATE/COUNTY-  TN/MCMINN
 FC0432  USGS QUAD   -  RICEVILLE (1990)
 FC0432
 FC0432                         *CURRENT SURVEY CONTROL
 FC0432  ___________________________________________________________________
 FC0432* NAD 83(1986)-  35 25 37.     (N)    084 39 10.     (W)     SCALED    
 FC0432* NAVD 88     -       269.944  (meters)     885.64   (feet)  ADJUSTED  
 FC0432  ___________________________________________________________________
 FC0432  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0432  DYNAMIC HT  -         269.681 (meters)     884.78  (feet)  COMP
 FC0432  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC0432
 FC0432  VERT ORDER  -  FIRST     CLASS I
 FC0432
 FC0432.The horizontal coordinates were scaled from a topographic map and have
 FC0432.an estimated accuracy of +/- 6 seconds.
 FC0432
 FC0432.The orthometric height was determined by differential leveling
 FC0432.and adjusted by the National Geodetic Survey in June 1991..
 FC0432
 FC0432.The geoid height was determined by GEOID03.
 FC0432
 FC0432.The dynamic height is computed by dividing the NAVD 88
 FC0432.geopotential number by the normal gravity value computed on the
 FC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0432.degrees latitude (g = 980.6199 gals.).
 FC0432
 FC0432.The modeled gravity was interpolated from observed gravity values.
 FC0432
 FC0432;                    North         East    Units  Estimated Accuracy
 FC0432;SPC TN       -   122,180.      722,340.      MT  (+/- 180 meters Scaled)
 FC0432
 FC0432                          SUPERSEDED SURVEY CONTROL
 FC0432
 FC0432  NGVD 29 (??/??/92)  269.991  (m)          885.80   (f) ADJ UNCH    1 1
 FC0432
 FC0432.Superseded values are not recommended for survey control.
 FC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0432.See file dsdata.txt to determine how the superseded data were derived.
 FC0432
 FC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE130229(NAD 83)
 FC0432_MARKER: DB = BENCH MARK DISK
 FC0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0432_SP_SET: CULVERT
 FC0432_STAMPING: Q 257 1968
 FC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0432
 FC0432  HISTORY     - Date     Condition        Report By
 FC0432  HISTORY     - 1968     MONUMENTED       CGS
 FC0432
 FC0432                          STATION DESCRIPTION
 FC0432
 FC0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0432'3.8 MI NE FROM RICEVILLE.
 FC0432'ABOUT 3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0432'OFFICE AT RICEVILLE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 FC0432'NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER
 FC0432'BOTH LANES OF THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER LINE
 FC0432'OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 1 FOOT NORTHEAST
 FC0432'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW
 FC0432'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0876 ***********************************************************************
 FC0876  DESIGNATION -  Q 258
 FC0876  PID         -  FC0876
 FC0876  STATE/COUNTY-  TN/MCMINN
 FC0876  USGS QUAD   -  NIOTA (1990)
 FC0876
 FC0876                         *CURRENT SURVEY CONTROL
 FC0876  ___________________________________________________________________
 FC0876* NAD 83(1986)-  35 34 00.     (N)    084 30 14.     (W)     SCALED    
 FC0876* NAVD 88     -       289.529  (meters)     949.90   (feet)  ADJUSTED  
 FC0876  ___________________________________________________________________
 FC0876  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0876  DYNAMIC HT  -         289.246 (meters)     948.97  (feet)  COMP
 FC0876  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FC0876
 FC0876  VERT ORDER  -  FIRST     CLASS I
 FC0876
 FC0876.The horizontal coordinates were scaled from a topographic map and have
 FC0876.an estimated accuracy of +/- 6 seconds.
 FC0876
 FC0876.The orthometric height was determined by differential leveling
 FC0876.and adjusted by the National Geodetic Survey in June 1991..
 FC0876
 FC0876.The geoid height was determined by GEOID03.
 FC0876
 FC0876.The dynamic height is computed by dividing the NAVD 88
 FC0876.geopotential number by the normal gravity value computed on the
 FC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0876.degrees latitude (g = 980.6199 gals.).
 FC0876
 FC0876.The modeled gravity was interpolated from observed gravity values.
 FC0876
 FC0876;                    North         East    Units  Estimated Accuracy
 FC0876;SPC TN       -   137,870.      735,620.      MT  (+/- 180 meters Scaled)
 FC0876
 FC0876                          SUPERSEDED SURVEY CONTROL
 FC0876
 FC0876  NGVD 29 (??/??/92)  289.596  (m)          950.12   (f) ADJ UNCH    1 1
 FC0876
 FC0876.Superseded values are not recommended for survey control.
 FC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0876.See file dsdata.txt to determine how the superseded data were derived.
 FC0876
 FC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE262387(NAD 83)
 FC0876_MARKER: DB = BENCH MARK DISK
 FC0876_SETTING: 66 = SET IN ROCK OUTCROP
 FC0876_SP_SET: ROCK LEDGE
 FC0876_STAMPING: Q 258 1968
 FC0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0876+STABILITY: POSITION/ELEVATION WELL
 FC0876
 FC0876  HISTORY     - Date     Condition        Report By
 FC0876  HISTORY     - 1968     MONUMENTED       CGS
 FC0876
 FC0876                          STATION DESCRIPTION
 FC0876
 FC0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0876'4.6 MI NE FROM NIOTA.
 FC0876'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0876'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 0.1 MILE SOUTHWEST
 FC0876'OF THE CENTER OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND
 FC0876'SOUTHWEST, NEAR THE SOUTHWEST END OF A 10-FOOT HIGH CUT THAT IS
 FC0876'ABOUT 0.15 MILE LONG, SET IN THE TOP OF A NARROW LEDGE (ABOUT
 FC0876'1 1/2 FEET LONG BY 1/2 FOOT WIDE) THAT IS ON THE SOUTHEAST FACE
 FC0876'OF A SLOPING ROCK THAT IS ABOUT 20 FEET LONG BY 5 FEET HIGH AT
 FC0876'THE HIGHEST POINT AND IS PART OF THE CUT, 21 1/2 FEET NORTHWEST
 FC0876'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET NORTHEAST OF
 FC0876'THE SOUTHWEST END OF THE ROCK AND ABOUT 3 FEET ABOVE THE LEVEL
 FC0876'OF THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING
 FC0876'ABOUT 3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0876'OFFICE AT SWEETWATER, MONROE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0062 ***********************************************************************
 FC0062  DESIGNATION -  Q 259
 FC0062  PID         -  FC0062
 FC0062  STATE/COUNTY-  TN/LOUDON
 FC0062  USGS QUAD   -  LENOIR CITY (1986)
 FC0062
 FC0062                         *CURRENT SURVEY CONTROL
 FC0062  ___________________________________________________________________
 FC0062* NAD 83(1986)-  35 46 25.     (N)    084 17 15.     (W)     SCALED    
 FC0062* NAVD 88     -       241.848  (meters)     793.46   (feet)  ADJUSTED  
 FC0062  ___________________________________________________________________
 FC0062  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0062  DYNAMIC HT  -         241.617 (meters)     792.71  (feet)  COMP
 FC0062  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 FC0062
 FC0062  VERT ORDER  -  FIRST     CLASS I
 FC0062
 FC0062.The horizontal coordinates were scaled from a topographic map and have
 FC0062.an estimated accuracy of +/- 6 seconds.
 FC0062
 FC0062.The orthometric height was determined by differential leveling
 FC0062.and adjusted by the National Geodetic Survey in June 1991..
 FC0062
 FC0062.The geoid height was determined by GEOID03.
 FC0062
 FC0062.The dynamic height is computed by dividing the NAVD 88
 FC0062.geopotential number by the normal gravity value computed on the
 FC0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0062.degrees latitude (g = 980.6199 gals.).
 FC0062
 FC0062.The modeled gravity was interpolated from observed gravity values.
 FC0062
 FC0062;                    North         East    Units  Estimated Accuracy
 FC0062;SPC TN       -   161,150.      754,830.      MT  (+/- 180 meters Scaled)
 FC0062
 FC0062                          SUPERSEDED SURVEY CONTROL
 FC0062
 FC0062  NGVD 29 (??/??/92)  241.957  (m)          793.82   (f) ADJ UNCH    1 1
 FC0062
 FC0062.Superseded values are not recommended for survey control.
 FC0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0062.See file dsdata.txt to determine how the superseded data were derived.
 FC0062
 FC0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE451622(NAD 83)
 FC0062_MARKER: DB = BENCH MARK DISK
 FC0062_SETTING: 66 = SET IN ROCK OUTCROP
 FC0062_SP_SET: LEDGE
 FC0062_STAMPING: Q 259 1968
 FC0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0062+STABILITY: POSITION/ELEVATION WELL
 FC0062
 FC0062  HISTORY     - Date     Condition        Report By
 FC0062  HISTORY     - 1968     MONUMENTED       CGS
 FC0062
 FC0062                          STATION DESCRIPTION
 FC0062
 FC0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0062'1.6 MI SW FROM LENOIR CITY.
 FC0062'ABOUT 1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0062'STATION AT LENOIR CITY, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 156,
 FC0062'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH
 FC0062'AND WEST, 25-1/2 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 FC0062'CROSSING SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 5 FEET
 FC0062'LONG BY 2 FEET HIGH AND AT THE SOUTHWEST END OF A LONG LOW
 FC0062'CUT, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 2 FEET
 FC0062'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1557 ***********************************************************************
 GC1557  DESIGNATION -  Q 26
 GC1557  PID         -  GC1557
 GC1557  STATE/COUNTY-  TN/HUMPHREYS
 GC1557  USGS QUAD   -  WAVERLY (1987)
 GC1557
 GC1557                         *CURRENT SURVEY CONTROL
 GC1557  ___________________________________________________________________
 GC1557* NAD 83(1986)-  36 05 14.     (N)    087 47 33.     (W)     SCALED    
 GC1557* NAVD 88     -       160.311  (meters)     525.95   (feet)  ADJUSTED  
 GC1557  ___________________________________________________________________
 GC1557  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1557  DYNAMIC HT  -         160.173 (meters)     525.50  (feet)  COMP
 GC1557  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC1557
 GC1557  VERT ORDER  -  FIRST     CLASS II
 GC1557
 GC1557.The horizontal coordinates were scaled from a topographic map and have
 GC1557.an estimated accuracy of +/- 6 seconds.
 GC1557
 GC1557.The orthometric height was determined by differential leveling
 GC1557.and adjusted by the National Geodetic Survey in June 1991..
 GC1557
 GC1557.The geoid height was determined by GEOID03.
 GC1557
 GC1557.The dynamic height is computed by dividing the NAVD 88
 GC1557.geopotential number by the normal gravity value computed on the
 GC1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1557.degrees latitude (g = 980.6199 gals.).
 GC1557
 GC1557.The modeled gravity was interpolated from observed gravity values.
 GC1557
 GC1557;                    North         East    Units  Estimated Accuracy
 GC1557;SPC TN       -   196,070.      438,580.      MT  (+/- 180 meters Scaled)
 GC1557
 GC1557                          SUPERSEDED SURVEY CONTROL
 GC1557
 GC1557  NGVD 29 (??/??/92)  160.340  (m)          526.05   (f) ADJ UNCH    1 2
 GC1557
 GC1557.Superseded values are not recommended for survey control.
 GC1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1557.See file dsdata.txt to determine how the superseded data were derived.
 GC1557
 GC1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE286939(NAD 83)
 GC1557_MARKER: DB = BENCH MARK DISK
 GC1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1557_STAMPING: Q 26 526.167 1934
 GC1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1557+STABILITY: SURFACE MOTION
 GC1557
 GC1557  HISTORY     - Date     Condition        Report By
 GC1557  HISTORY     - 1934     MONUMENTED       CGS
 GC1557  HISTORY     - 1948     GOOD             NGS
 GC1557  HISTORY     - 1972     GOOD             TVA
 GC1557  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1557
 GC1557                          STATION DESCRIPTION
 GC1557
 GC1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1557'AT WAVERLY.
 GC1557'AT WAVERLY, HUMPHREYS COUNTY, 106 FEET NORTH ACROSS THE TRACK
 GC1557'FROM THE NORTHEAST CORNER OF THE NASHVILLE, CHATTANOOGA AND ST.
 GC1557'LOUIS RAILWAY STATION, 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GC1557'OF A BRICK BUNGALOW, 55 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GC1557'WHITE BUNGALOW, 56 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 GC1557'TRACK AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Q 26
 GC1557'526.167 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1557'5 INCHES.  NOTE-- 24.9 FT N TO 30 IN MAPLE, 30 FT E TO 30 IN
 GC1557'HACKBERRY.
 GC1557
 GC1557                          STATION RECOVERY (1972)
 GC1557
 GC1557'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1557'RECOVERED IN GOOD CONDITION.
 GC1557
 GC1557                          STATION RECOVERY (1988)
 GC1557
 GC1557'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1899 ***********************************************************************
 FB1899  DESIGNATION -  Q 260
 FB1899  PID         -  FB1899
 FB1899  STATE/COUNTY-  TN/KNOX
 FB1899  USGS QUAD   -  KNOXVILLE (1978)
 FB1899
 FB1899                         *CURRENT SURVEY CONTROL
 FB1899  ___________________________________________________________________
 FB1899* NAD 83(1986)-  35 56 54.     (N)    083 57 58.     (W)     SCALED    
 FB1899* NAVD 88     -       263.483  (meters)     864.44   (feet)  ADJUSTED  
 FB1899  ___________________________________________________________________
 FB1899  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1899  DYNAMIC HT  -         263.238 (meters)     863.64  (feet)  COMP
 FB1899  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB1899
 FB1899  VERT ORDER  -  FIRST     CLASS I
 FB1899
 FB1899.The horizontal coordinates were scaled from a topographic map and have
 FB1899.an estimated accuracy of +/- 6 seconds.
 FB1899
 FB1899.The orthometric height was determined by differential leveling
 FB1899.and adjusted by the National Geodetic Survey in June 1991..
 FB1899
 FB1899.The geoid height was determined by GEOID03.
 FB1899
 FB1899.The dynamic height is computed by dividing the NAVD 88
 FB1899.geopotential number by the normal gravity value computed on the
 FB1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1899.degrees latitude (g = 980.6199 gals.).
 FB1899
 FB1899.The modeled gravity was interpolated from observed gravity values.
 FB1899
 FB1899;                    North         East    Units  Estimated Accuracy
 FB1899;SPC TN       -   181,090.      783,480.      MT  (+/- 180 meters Scaled)
 FB1899
 FB1899                          SUPERSEDED SURVEY CONTROL
 FB1899
 FB1899  NGVD 29 (??/??/92)  263.620  (m)          864.89   (f) ADJ UNCH    1 1
 FB1899
 FB1899.Superseded values are not recommended for survey control.
 FB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1899.See file dsdata.txt to determine how the superseded data were derived.
 FB1899
 FB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV324822(NAD 83)
 FB1899_MARKER: DB = BENCH MARK DISK
 FB1899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1899_SP_SET: BRIDGE
 FB1899_STAMPING: Q 260 1968
 FB1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1899
 FB1899  HISTORY     - Date     Condition        Report By
 FB1899  HISTORY     - 1968     MONUMENTED       CGS
 FB1899  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1899
 FB1899                          STATION DESCRIPTION
 FB1899
 FB1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1899'2.9 MI SW FROM KNOXVILLE.
 FB1899'ABOUT 2.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1899'STATION AT KNOXVILLE, ALSO ABOUT 2.4 MILES NORTHEAST ALONG THE
 FB1899'SOUTHERN RAILWAY FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE
 FB1899'AT BEARDEN, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 134, SET IN
 FB1899'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE RETAINING
 FB1899'WALL OF AN 85-FOOT DOUBLE ARCHED BRIDGE OVER A SMALL STREAM, 3
 FB1899'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET SOUTHWEST OF THE
 FB1899'NORTHEAST END OF THE WALL AND ABOUT 1 FOOT BELOW THE LEVEL OF
 FB1899'THE TRACK.
 FB1899
 FB1899                          STATION RECOVERY (1982)
 FB1899
 FB1899'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1409 ***********************************************************************
 FE1409  DESIGNATION -  Q 261
 FE1409  PID         -  FE1409
 FE1409  STATE/COUNTY-  TN/SHELBY
 FE1409  USGS QUAD   -  MILLINGTON (1997)
 FE1409
 FE1409                         *CURRENT SURVEY CONTROL
 FE1409  ___________________________________________________________________
 FE1409* NAD 83(1986)-  35 17 07.     (N)    089 58 12.     (W)     SCALED    
 FE1409* NAVD 88     -        85.024  (meters)     278.95   (feet)  ADJUSTED  
 FE1409  ___________________________________________________________________
 FE1409  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1409  DYNAMIC HT  -          84.949 (meters)     278.70  (feet)  COMP
 FE1409  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FE1409
 FE1409  VERT ORDER  -  FIRST     CLASS I
 FE1409
 FE1409.The horizontal coordinates were scaled from a topographic map and have
 FE1409.an estimated accuracy of +/- 6 seconds.
 FE1409
 FE1409.The orthometric height was determined by differential leveling
 FE1409.and adjusted by the National Geodetic Survey in June 1991..
 FE1409
 FE1409.The geoid height was determined by GEOID03.
 FE1409
 FE1409.The dynamic height is computed by dividing the NAVD 88
 FE1409.geopotential number by the normal gravity value computed on the
 FE1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1409.degrees latitude (g = 980.6199 gals.).
 FE1409
 FE1409.The modeled gravity was interpolated from observed gravity values.
 FE1409
 FE1409;                    North         East    Units  Estimated Accuracy
 FE1409;SPC TN       -   112,940.      238,950.      MT  (+/- 180 meters Scaled)
 FE1409
 FE1409                          SUPERSEDED SURVEY CONTROL
 FE1409
 FE1409  NGVD 29 (??/??/??)   84.978  (m)          278.80   (f) ADJUSTED    1 1
 FE1409
 FE1409.Superseded values are not recommended for survey control.
 FE1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1409.See file dsdata.txt to determine how the superseded data were derived.
 FE1409
 FE1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE298087(NAD 83)
 FE1409_MARKER: DV = VERTICAL CONTROL DISK
 FE1409_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1409+WITH SETTING: INTO GROUND
 FE1409_SP_SET: METAL ROD WITH BASE PLATE
 FE1409_STAMPING: Q 261 1974
 FE1409_MARK LOGO: NGS   
 FE1409_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1409+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1992
 FE1409
 FE1409  HISTORY     - Date     Condition        Report By
 FE1409  HISTORY     - 1974     MONUMENTED       NGS
 FE1409  HISTORY     - 19920116 GOOD             NGS
 FE1409  HISTORY     - 20021007 POOR             USACE
 FE1409
 FE1409                          STATION DESCRIPTION
 FE1409
 FE1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1409'4.9 MI NE FROM FRAYSER.
 FE1409'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY OF
 FE1409'SORROWS CHURCH AND SCHOOL AT FRAYSER, 129 FEET SOUTHWEST OF
 FE1409'TELEPHONE POLE 193 SUPPORTING CABLE LINES, 134 FEET NORTH OF THE
 FE1409'CENTER OF INTERSECTION OF THE NORTHWEST LANE OF U.S. HIGHWAY 51
 FE1409'AND WOODSTOCK-CUBA ROAD, 72 FEET NORTHWEST OF THE CENTER LINE OF
 FE1409'THE NORTHWEST LANE OF THE HIGHWAY, 61 FEET SOUTHWEST OF THE
 FE1409'CENTER LINE OF A NARROW PROPOSED ASPHALT DRIVEWAY, 4 FEET
 FE1409'SOUTHWEST OF A CONCRETE HIGHWAY DEPARTMENT R.O.W. MARKER, 1.3
 FE1409'FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF
 FE1409'THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 FE1409'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH
 FE1409'THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE1409'1-INCH.
 FE1409
 FE1409                          STATION RECOVERY (1992)
 FE1409
 FE1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1409'8.3 KM (5.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1409'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 40.9 M (134.2 FT)
 FE1409'NORTHEAST OF THE CENTERLINE OF WOODSTOCK CUBA ROAD, 22.0 M (72.2 FT)
 FE1409'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE
 FE1409'HIGHWAY, 1.2 M (3.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE1409'RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND
 FE1409'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND.
 FE1409
 FE1409                          STATION RECOVERY (2002)
 FE1409
 FE1409'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1409'MONUMENT HAS BEEN HIT. DISK IS CRUMPLED. READABLE BUT NOT USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1746 ***********************************************************************
 FE1746  DESIGNATION -  Q 262
 FE1746  PID         -  FE1746
 FE1746  STATE/COUNTY-  TN/TIPTON
 FE1746  USGS QUAD   -  COVINGTON (1983)
 FE1746
 FE1746                         *CURRENT SURVEY CONTROL
 FE1746  ___________________________________________________________________
 FE1746* NAD 83(1986)-  35 31 51.     (N)    089 40 53.     (W)     SCALED    
 FE1746* NAVD 88     -       108.742  (meters)     356.76   (feet)  ADJUSTED  
 FE1746  ___________________________________________________________________
 FE1746  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1746  DYNAMIC HT  -         108.649 (meters)     356.46  (feet)  COMP
 FE1746  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 FE1746
 FE1746  VERT ORDER  -  FIRST     CLASS I
 FE1746
 FE1746.The horizontal coordinates were scaled from a topographic map and have
 FE1746.an estimated accuracy of +/- 6 seconds.
 FE1746
 FE1746.The orthometric height was determined by differential leveling
 FE1746.and adjusted by the National Geodetic Survey in June 1991..
 FE1746
 FE1746.The geoid height was determined by GEOID03.
 FE1746
 FE1746.The dynamic height is computed by dividing the NAVD 88
 FE1746.geopotential number by the normal gravity value computed on the
 FE1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1746.degrees latitude (g = 980.6199 gals.).
 FE1746
 FE1746.The modeled gravity was interpolated from observed gravity values.
 FE1746
 FE1746;                    North         East    Units  Estimated Accuracy
 FE1746;SPC TN       -   139,140.      266,210.      MT  (+/- 180 meters Scaled)
 FE1746
 FE1746                          SUPERSEDED SURVEY CONTROL
 FE1746
 FE1746  NGVD 29 (??/??/??)  108.713  (m)          356.67   (f) ADJUSTED    1 1
 FE1746
 FE1746.Superseded values are not recommended for survey control.
 FE1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1746.See file dsdata.txt to determine how the superseded data were derived.
 FE1746
 FE1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE568352(NAD 83)
 FE1746_MARKER: DB = BENCH MARK DISK
 FE1746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1746_STAMPING: Q 262 1974
 FE1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1746
 FE1746  HISTORY     - Date     Condition        Report By
 FE1746  HISTORY     - 1974     MONUMENTED       NGS
 FE1746  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1746
 FE1746                          STATION DESCRIPTION
 FE1746
 FE1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1746'2.9 MI SW FROM COVINGTON.
 FE1746'ABOUT 2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1746'OF STATE HIGHWAYS 54 AND 59 LEADING EAST IN COVINGTON, 0.1 MILE
 FE1746'NORTHEAST OF CROSSOVER BETWEEN 4 LANES OF HIGHWAY, 41.5 FEET
 FE1746'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAY,
 FE1746'188 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE HEADWALL,
 FE1746'2.3 FEET SOUTHEAST OF A POWER POLE 38 AND BRACED BY A GUY WIRE,
 FE1746'14.6 FEET NORTHWEST OF BASE OF GUY WIRE, 0.5 FOOT NORTHWEST OF
 FE1746'A METAL WITNESS POST, 2 1/2 FEET ABOVE HIGHWAY AND ON THE TOP
 FE1746'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE1746'BASE PLATE.  THE DISK IS 1-INCH BELOW GROUND AND PROTECTED BY
 FE1746'A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 FE1746
 FE1746                          STATION RECOVERY (2002)
 FE1746
 FE1746'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1746'DIRTWORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0909 ***********************************************************************
 FE0909  DESIGNATION -  Q 264
 FE0909  PID         -  FE0909
 FE0909  STATE/COUNTY-  TN/DYER
 FE0909  USGS QUAD   -  FOWLKES (1983)
 FE0909
 FE0909                         *CURRENT SURVEY CONTROL
 FE0909  ___________________________________________________________________
 FE0909* NAD 83(1986)-  35 59 03.     (N)    089 23 34.     (W)     SCALED    
 FE0909* NAVD 88     -       103.160  (meters)     338.45   (feet)  ADJUSTED  
 FE0909  ___________________________________________________________________
 FE0909  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0909  DYNAMIC HT  -         103.073 (meters)     338.17  (feet)  COMP
 FE0909  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 FE0909
 FE0909  VERT ORDER  -  FIRST     CLASS I
 FE0909
 FE0909.The horizontal coordinates were scaled from a topographic map and have
 FE0909.an estimated accuracy of +/- 6 seconds.
 FE0909
 FE0909.The orthometric height was determined by differential leveling
 FE0909.and adjusted by the National Geodetic Survey in June 1991..
 FE0909
 FE0909.The geoid height was determined by GEOID03.
 FE0909
 FE0909.The dynamic height is computed by dividing the NAVD 88
 FE0909.geopotential number by the normal gravity value computed on the
 FE0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0909.degrees latitude (g = 980.6199 gals.).
 FE0909
 FE0909.The modeled gravity was interpolated from observed gravity values.
 FE0909
 FE0909;                    North         East    Units  Estimated Accuracy
 FE0909;SPC TN       -   188,460.      294,110.      MT  (+/- 180 meters Scaled)
 FE0909
 FE0909                          SUPERSEDED SURVEY CONTROL
 FE0909
 FE0909  NGVD 29 (??/??/??)  103.094  (m)          338.23   (f) ADJUSTED    1 1
 FE0909
 FE0909.Superseded values are not recommended for survey control.
 FE0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0909.See file dsdata.txt to determine how the superseded data were derived.
 FE0909
 FE0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE842848(NAD 83)
 FE0909_MARKER: DB = BENCH MARK DISK
 FE0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0909_STAMPING: Q 264 1974
 FE0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0909+STABILITY: SURFACE MOTION
 FE0909
 FE0909  HISTORY     - Date     Condition        Report By
 FE0909  HISTORY     - 1974     MONUMENTED       NGS
 FE0909  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0909
 FE0909                          STATION DESCRIPTION
 FE0909
 FE0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0909'1.1 MI N FROM FOWLKES.
 FE0909'ABOUT 1.10 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0909'BAPTIST CHURCH AT FOWLKES, 110.2 FEET EAST OF THE CENTER LINE OF
 FE0909'THE NORTHBOUND LANE OF HIGHWAY, 121.5 FEET NORTH OF THE CENTER LINE
 FE0909'OF THE ENTRANCE TO A DRIVE-INN THREATER, 3.1 FEET SOUTH OF A
 FE0909'POWER POLE, 1.5 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP
 FE0909'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE0909'BASE PLATE.  THE DISK IS 3-INCHES BELOW GROUND AND PROTECTED BY
 FE0909'A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE0909
 FE0909                          STATION RECOVERY (2002)
 FE0909
 FE0909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1163 ***********************************************************************
 GD1163  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1163  DESIGNATION -  Q 265
 GD1163  PID         -  GD1163
 GD1163  STATE/COUNTY-  TN/LAKE
 GD1163  USGS QUAD   -  TIPTONVILLE (1981)
 GD1163
 GD1163                         *CURRENT SURVEY CONTROL
 GD1163  ___________________________________________________________________
 GD1163* NAD 83(1995)-  36 22 40.65048(N)    089 28 02.48760(W)     ADJUSTED  
 GD1163* NAVD 88     -        91.70   (meters)     300.9    (feet)  GPS OBS   
 GD1163  ___________________________________________________________________
 GD1163  X           -      47,794.577 (meters)                     COMP
 GD1163  Y           -  -5,141,064.587 (meters)                     COMP
 GD1163  Z           -   3,762,077.201 (meters)                     COMP
 GD1163  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GD1163  ELLIP HEIGHT-          63.29  (meters)          (05/31/05) GPS OBS
 GD1163  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1163  DYNAMIC HT  -          91.62  (meters)     300.6   (feet)  COMP
 GD1163  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GD1163
 GD1163  HORZ ORDER  -  FIRST
 GD1163  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1163  ELLP ORDER  -  FOURTH    CLASS II
 GD1163
 GD1163.The horizontal coordinates were established by GPS observations
 GD1163.and adjusted by the National Geodetic Survey in May 2005..
 GD1163
 GD1163.The orthometric height was determined by GPS observations and a
 GD1163.high-resolution geoid model using precise GPS observation and
 GD1163.processing techniques. It supersedes the leveled height previously
 GD1163.determined for this station.
 GD1163.The vertical order pertains to the first NAVD 88 superseded value.
 GD1163
 GD1163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1163
 GD1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1163
 GD1163.The ellipsoidal height was determined by GPS observations
 GD1163.and is referenced to NAD 83.
 GD1163
 GD1163.The geoid height was determined by GEOID03.
 GD1163
 GD1163.The dynamic height is computed by dividing the NAVD 88
 GD1163.geopotential number by the normal gravity value computed on the
 GD1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1163.degrees latitude (g = 980.6199 gals.).
 GD1163
 GD1163.The modeled gravity was interpolated from observed gravity values.
 GD1163
 GD1163;                    North         East     Units Scale Factor Converg.
 GD1163;SPC TN       -   232,364.289   288,935.972   MT  0.99999336   -2 01 47.7
 GD1163;SPC TN       -   762,348.50    947,950.77   sFT  0.99999336   -2 01 47.7
 GD1163;UTM  16      - 4,028,698.465   278,668.416   MT  1.00020361   -1 27 50.4
 GD1163
 GD1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1163!SPC TN       -   0.99999007  x   0.99999336  =   0.99998343
 GD1163!UTM  16      -   0.99999007  x   1.00020361  =   1.00019368
 GD1163
 GD1163                          SUPERSEDED SURVEY CONTROL
 GD1163
 GD1163  NAVD 88 (06/15/91)   91.640  (m)          300.66   (f) ADJUSTED    1 1
 GD1163  NGVD 29 (??/??/??)   91.568  (m)          300.42   (f) ADJUSTED    1 1
 GD1163
 GD1163.Superseded values are not recommended for survey control.
 GD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1163.See file dsdata.txt to determine how the superseded data were derived.
 GD1163
 GD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7866828698(NAD 83)
 GD1163_MARKER: DB = BENCH MARK DISK
 GD1163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1163+WITH SETTING: INTO GROUND
 GD1163_STAMPING: Q 265 1974
 GD1163_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1163+STABILITY: SURFACE MOTION
 GD1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1163+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1163
 GD1163  HISTORY     - Date     Condition        Report By
 GD1163  HISTORY     - 1974     MONUMENTED       NGS
 GD1163  HISTORY     - 20020801 GOOD             USACE
 GD1163  HISTORY     - 20030709 GOOD             EMCINC
 GD1163
 GD1163                          STATION DESCRIPTION
 GD1163
 GD1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1163'IN TIPTONVILLE.
 GD1163'AT TIPTONVILLE, AT THE TENNESSEE VALLEY AUTHORITY SUBSTATION-S3389,
 GD1163'ALSO, ABOUT 0.05 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 78 AND
 GD1163'STATE HIGHWAYS 21 AND 22, 69.3 FEET SOUTH OF THE CENTER LINE OF STATE
 GD1163'HIGHWAYS 21 AND 22, ON THE EAST SIDE OF THE FENCE AROUND THE
 GD1163'SUBSTATION, 150.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE FENCE, 22
 GD1163'FEET SOUTH OF THE NORTHWEST CORNER OF THE FENCE, 1.9 FEET EAST OF THE
 GD1163'EAST SIDE OF FENCE, 10 FEET WEST OF POWER POLE NO. 320 WITH TWO GUY
 GD1163'WIRES, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 GD1163'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 GD1163'0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 GD1163'FLUSH WITH THE GROUND.
 GD1163
 GD1163                          STATION RECOVERY (2002)
 GD1163
 GD1163'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1163'TVA SUBSTATION IS NOW ABANDONED.
 GD1163' 
 GD1163'DESCRIPTION SHOULD READ 22 FT SOUTH OF THE NORTHEAST CORNER OF FENCE.
 GD1163
 GD1163                          STATION RECOVERY (2003)
 GD1163
 GD1163'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1163'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1546 ***********************************************************************
 GC1546  DESIGNATION -  Q 27
 GC1546  PID         -  GC1546
 GC1546  STATE/COUNTY-  TN/HUMPHREYS
 GC1546  USGS QUAD   -  MC EWEN (1982)
 GC1546
 GC1546                         *CURRENT SURVEY CONTROL
 GC1546  ___________________________________________________________________
 GC1546* NAD 83(1986)-  36 06 33.     (N)    087 38 15.     (W)     SCALED    
 GC1546* NAVD 88     -       254.647  (meters)     835.45   (feet)  ADJUSTED  
 GC1546  ___________________________________________________________________
 GC1546  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1546  DYNAMIC HT  -         254.424 (meters)     834.72  (feet)  COMP
 GC1546  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 GC1546
 GC1546  VERT ORDER  -  FIRST     CLASS II
 GC1546
 GC1546.The horizontal coordinates were scaled from a topographic map and have
 GC1546.an estimated accuracy of +/- 6 seconds.
 GC1546
 GC1546.The orthometric height was determined by differential leveling
 GC1546.and adjusted by the National Geodetic Survey in June 1991..
 GC1546
 GC1546.The geoid height was determined by GEOID03.
 GC1546
 GC1546.The dynamic height is computed by dividing the NAVD 88
 GC1546.geopotential number by the normal gravity value computed on the
 GC1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1546.degrees latitude (g = 980.6199 gals.).
 GC1546
 GC1546.The modeled gravity was interpolated from observed gravity values.
 GC1546
 GC1546;                    North         East    Units  Estimated Accuracy
 GC1546;SPC TN       -   198,260.      452,570.      MT  (+/- 180 meters Scaled)
 GC1546
 GC1546                          SUPERSEDED SURVEY CONTROL
 GC1546
 GC1546  NGVD 29 (??/??/92)  254.645  (m)          835.45   (f) ADJ UNCH    1 2
 GC1546
 GC1546.Superseded values are not recommended for survey control.
 GC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1546.See file dsdata.txt to determine how the superseded data were derived.
 GC1546
 GC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE426962(NAD 83)
 GC1546_MARKER: DB = BENCH MARK DISK
 GC1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1546_STAMPING: 835.700 Q 27 1934
 GC1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1546+STABILITY: SURFACE MOTION
 GC1546
 GC1546  HISTORY     - Date     Condition        Report By
 GC1546  HISTORY     - 1934     MONUMENTED       CGS
 GC1546  HISTORY     - 1948     GOOD             NGS
 GC1546  HISTORY     - 1972     GOOD             TVA
 GC1546  HISTORY     - 1988     GOOD             USPSQD
 GC1546
 GC1546                          STATION DESCRIPTION
 GC1546
 GC1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1546'AT MC EWEN.
 GC1546'AT MC EWEN, ABOUT 0.2 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA
 GC1546'AND ST. LOUIS RAILWAY FROM THE STATION, IN THE NORTHWEST ANGLE OF
 GC1546'A STREET CROSSING, AT THE SOUTHEAST CORNER OF ST. PATRICKS SCHOOL
 GC1546'YARD, 33 FEET WEST OF THE CENTER LINE OF THE STREET, 48 FEET
 GC1546'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 107 FEET NORTHWEST
 GC1546'OF THE WEST END OF A SIDE TRACK (SIDE TRACK IS NORTH OF MAIN
 GC1546'TRACK), 51 FEET EAST OF POLE 57+04, 13 FEET EAST OF A 6-INCH
 GC1546'CEDAR TREE, 112 FEET NORTH AND ACROSS THE TRACK FROM A 36-INCH
 GC1546'OAK IN LAWN OF A BRICK HOUSE, 15 FEET WEST OF A FENCE CORNER,
 GC1546'1 1/2 FEET NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 GC1546'WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND SET IN THE TOP OF
 GC1546'A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- 34 FT W OF CENTERLINE
 GC1546'STREET, 18.1 FT S 30 DEG W OF 14 IN CEDAR, 11.6 FT N 70 DEG E OF
 GC1546'14 IN CEDAR.
 GC1546
 GC1546                          STATION RECOVERY (1972)
 GC1546
 GC1546'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1546'RECOVERED IN GOOD CONDITION.
 GC1546
 GC1546                          STATION RECOVERY (1988)
 GC1546
 GC1546'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2396 ***********************************************************************
 FB2396  DESIGNATION -  Q 292
 FB2396  PID         -  FB2396
 FB2396  STATE/COUNTY-  TN/BLOUNT
 FB2396  USGS QUAD   -  MARYVILLE (1979)
 FB2396
 FB2396                         *CURRENT SURVEY CONTROL
 FB2396  ___________________________________________________________________
 FB2396* NAD 83(1986)-  35 48 00.     (N)    083 56 39.     (W)     SCALED    
 FB2396* NAVD 88     -       267.332  (meters)     877.07   (feet)  ADJUSTED  
 FB2396  ___________________________________________________________________
 FB2396  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB2396  DYNAMIC HT  -         267.080 (meters)     876.25  (feet)  COMP
 FB2396  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FB2396
 FB2396  VERT ORDER  -  FIRST     CLASS II
 FB2396
 FB2396.The horizontal coordinates were scaled from a topographic map and have
 FB2396.an estimated accuracy of +/- 6 seconds.
 FB2396
 FB2396.The orthometric height was determined by differential leveling
 FB2396.and adjusted by the National Geodetic Survey in June 1991..
 FB2396
 FB2396.The geoid height was determined by GEOID03.
 FB2396
 FB2396.The dynamic height is computed by dividing the NAVD 88
 FB2396.geopotential number by the normal gravity value computed on the
 FB2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2396.degrees latitude (g = 980.6199 gals.).
 FB2396
 FB2396.The modeled gravity was interpolated from observed gravity values.
 FB2396
 FB2396;                    North         East    Units  Estimated Accuracy
 FB2396;SPC TN       -   164,680.      785,810.      MT  (+/- 180 meters Scaled)
 FB2396
 FB2396                          SUPERSEDED SURVEY CONTROL
 FB2396
 FB2396  NGVD 29 (12/12/91)  267.460  (m)          877.49   (f) ADJUSTED    1 2
 FB2396
 FB2396.Superseded values are not recommended for survey control.
 FB2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2396.See file dsdata.txt to determine how the superseded data were derived.
 FB2396
 FB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339657(NAD 83)
 FB2396_MARKER: I = METAL ROD
 FB2396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2396_SP_SET: STAINLESS STEEL ROD
 FB2396_STAMPING: Q 292 1983
 FB2396_MARK LOGO: NGS   
 FB2396_PROJECTION: FLUSH
 FB2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2396_ROD/PIPE-DEPTH: 5.9  meters
 FB2396
 FB2396  HISTORY     - Date     Condition        Report By
 FB2396  HISTORY     - 1983     MONUMENTED       NGS
 FB2396
 FB2396                          STATION DESCRIPTION
 FB2396
 FB2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2396'5.0 KM (3.1 MI) NNE FROM MARYVILLE.
 FB2396'5.0 KM (3.1 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2396'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE JUNCTION OF EAST
 FB2396'HUNT ROAD AND THE MARK ON THE LEFT, 35.36 METERS (116.0 FT) NORTHWEST
 FB2396'OF THE CENTERLINE OF THE HIGHWAY, 12.07 METERS (39.6 FT)
 FB2396'SOUTH-SOUTHWEST OF THE CENTERLINE OF EAST HUNT ROAD, 0.76 METER
 FB2396'(2.5 FT) NORTHWEST OF A UTILITY POLE WITH THREE TRANSFORMERS.
 FB2396'THE MARK IS 0.46 M ABOVE EAST HUNT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1515 ***********************************************************************
 EE1515  DESIGNATION -  Q 293
 EE1515  PID         -  EE1515
 EE1515  STATE/COUNTY-  TN/MARION
 EE1515  USGS QUAD   -  HOOKER (1982)
 EE1515
 EE1515                         *CURRENT SURVEY CONTROL
 EE1515  ___________________________________________________________________
 EE1515* NAD 83(1986)-  34 59 31.     (N)    085 28 43.     (W)     SCALED    
 EE1515* NAVD 88     -       269.310  (meters)     883.56   (feet)  ADJUSTED  
 EE1515  ___________________________________________________________________
 EE1515  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE1515  DYNAMIC HT  -         269.046 (meters)     882.70  (feet)  COMP
 EE1515  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 EE1515
 EE1515  VERT ORDER  -  FIRST     CLASS II
 EE1515
 EE1515.The horizontal coordinates were scaled from a topographic map and have
 EE1515.an estimated accuracy of +/- 6 seconds.
 EE1515
 EE1515.The orthometric height was determined by differential leveling
 EE1515.and adjusted by the National Geodetic Survey in June 1991..
 EE1515
 EE1515.The geoid height was determined by GEOID03.
 EE1515
 EE1515.The dynamic height is computed by dividing the NAVD 88
 EE1515.geopotential number by the normal gravity value computed on the
 EE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1515.degrees latitude (g = 980.6199 gals.).
 EE1515
 EE1515.The modeled gravity was interpolated from observed gravity values.
 EE1515
 EE1515;                    North         East    Units  Estimated Accuracy
 EE1515;SPC TN       -    73,200.      647,600.      MT  (+/- 180 meters Scaled)
 EE1515
 EE1515                          SUPERSEDED SURVEY CONTROL
 EE1515
 EE1515.No superseded survey control is available for this station.
 EE1515
 EE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD388732(NAD 83)
 EE1515_MARKER: I = METAL ROD
 EE1515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EE1515+WITH SETTING: INFORMATION.
 EE1515_SP_SET: SHALLOW SET METAL ROD
 EE1515_STAMPING: Q 293 1983
 EE1515_MARK LOGO: NGS   
 EE1515_PROJECTION: FLUSH
 EE1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1515_ROD/PIPE-DEPTH: 2.1  meters
 EE1515
 EE1515  HISTORY     - Date     Condition        Report By
 EE1515  HISTORY     - 1983     MONUMENTED       NGS
 EE1515
 EE1515                          STATION DESCRIPTION
 EE1515
 EE1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1515'1.9 KM (1.15 MI) EAST FROM WHITESIDE.
 EE1515'1.6 KM (1.0 MI) EAST ALONG STATE HIGHWAY 134 FROM THE POST OFFICE IN
 EE1515'WHITESIDE, THENCE 0.2 KM (0.15 MI) EASTERLY ALONG A PAVED ROAD LEADING
 EE1515'EAST, 36.24 METERS (118.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 EE1515'STATE HIGHWAY 134, 25.66 METERS (84.2 FT) NORTH OF THE NORTHWEST EDGE
 EE1515'OF THE EAST WINGWALL OF A LARGE CULVERT UNDER THE HIGHWAY, 5.80 METERS
 EE1515'(19.0 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, AND 0.73 METERS
 EE1515'(2.4 FT) NORTH OF POWERLINE POLE NUMBER HB4497 WITH TRANSFORMER.
 EE1515'NOTE, THE ROD IS ANCHORED IN BEDROCK.
 EE1515'THE MARK IS 1.6 METERS  NW FROM A WITNESS POST.
 EE1515'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1654 ***********************************************************************
 FC1654  DESIGNATION -  Q 294
 FC1654  PID         -  FC1654
 FC1654  STATE/COUNTY-  TN/BRADLEY
 FC1654  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1654
 FC1654                         *CURRENT SURVEY CONTROL
 FC1654  ___________________________________________________________________
 FC1654* NAD 83(1986)-  35 09 08.     (N)    084 53 58.     (W)     SCALED    
 FC1654* NAVD 88     -       267.670  (meters)     878.18   (feet)  ADJUSTED  
 FC1654  ___________________________________________________________________
 FC1654  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1654  DYNAMIC HT  -         267.405 (meters)     877.31  (feet)  COMP
 FC1654  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1654
 FC1654  VERT ORDER  -  FIRST     CLASS II
 FC1654
 FC1654.The horizontal coordinates were scaled from a topographic map and have
 FC1654.an estimated accuracy of +/- 6 seconds.
 FC1654
 FC1654.The orthometric height was determined by differential leveling
 FC1654.and adjusted by the National Geodetic Survey in June 1991..
 FC1654
 FC1654.The geoid height was determined by GEOID03.
 FC1654
 FC1654.The dynamic height is computed by dividing the NAVD 88
 FC1654.geopotential number by the normal gravity value computed on the
 FC1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1654.degrees latitude (g = 980.6199 gals.).
 FC1654
 FC1654.The modeled gravity was interpolated from observed gravity values.
 FC1654
 FC1654;                    North         East    Units  Estimated Accuracy
 FC1654;SPC TN       -    91,420.      700,280.      MT  (+/- 180 meters Scaled)
 FC1654
 FC1654                          SUPERSEDED SURVEY CONTROL
 FC1654
 FC1654.No superseded survey control is available for this station.
 FC1654
 FC1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD913919(NAD 83)
 FC1654_MARKER: I = METAL ROD
 FC1654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1654_SP_SET: STAINLESS STEEL ROD
 FC1654_STAMPING: Q 294 1983
 FC1654_MARK LOGO: NGS   
 FC1654_PROJECTION: RECESSED 5 CENTIMETERS
 FC1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1654_ROD/PIPE-DEPTH: 10.7 meters
 FC1654
 FC1654  HISTORY     - Date     Condition        Report By
 FC1654  HISTORY     - 1983     MONUMENTED       NGS
 FC1654
 FC1654                          STATION DESCRIPTION
 FC1654
 FC1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1654'0.6 KM (0.35 MI) SW FROM CLEVELAND.
 FC1654'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1654'HIGHWAY) FROM THE UNITED CHRISTIAN CHURCH IN CLEVELAND, 14.32 METERS
 FC1654'(47.0 FT) NORTH OF THE CENTERLINE OF THE SOUTHWEST BOUND LANE OF THE
 FC1654'HIGHWAY, 28.71 METERS (94.2 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 FC1654'CHAIN LINK FENCE (SLOPE DISTANCE), 24.14 METERS (79.2 FT)
 FC1654'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BUILDING OCCUPIED
 FC1654'BY JOHN SWAFFORD FURNITURE, 9.97 METERS (32.7 FT) EAST OF THE CENTER
 FC1654'OF A TELEPHONE JUNCTION BOX, 6.86 METERS (22.5 FT) EAST-NORTHEAST OF
 FC1654'THE CENTER OF AN IRON SEWER DRAIN CRATEING, AND 0.73 METERS (2.4 FT)
 FC1654'WEST-SOUTHWEST OF POWERLINE POLE NUMBER SL1808A.  NOTE, THE ROD WAS
 FC1654'DRIVEN TO REFUSAL.
 FC1654'THE MARK IS 1.0 METERS  ESE FROM A WITNESS POST.
 FC1654'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2387 ***********************************************************************
 FB2387  DESIGNATION -  Q 295
 FB2387  PID         -  FB2387
 FB2387  STATE/COUNTY-  TN/BLOUNT
 FB2387  USGS QUAD   -  CALDERWOOD (1964)
 FB2387
 FB2387                         *CURRENT SURVEY CONTROL
 FB2387  ___________________________________________________________________
 FB2387* NAD 83(1986)-  35 31 23.     (N)    083 59 32.     (W)     SCALED    
 FB2387* NAVD 88     -       279.823  (meters)     918.05   (feet)  ADJUSTED  
 FB2387  ___________________________________________________________________
 FB2387  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FB2387  DYNAMIC HT  -         279.551 (meters)     917.16  (feet)  COMP
 FB2387  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 FB2387
 FB2387  VERT ORDER  -  FIRST     CLASS II
 FB2387
 FB2387.The horizontal coordinates were scaled from a topographic map and have
 FB2387.an estimated accuracy of +/- 6 seconds.
 FB2387
 FB2387.The orthometric height was determined by differential leveling
 FB2387.and adjusted by the National Geodetic Survey in June 1991..
 FB2387
 FB2387.The geoid height was determined by GEOID03.
 FB2387
 FB2387.The dynamic height is computed by dividing the NAVD 88
 FB2387.geopotential number by the normal gravity value computed on the
 FB2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2387.degrees latitude (g = 980.6199 gals.).
 FB2387
 FB2387.The modeled gravity was interpolated from observed gravity values.
 FB2387
 FB2387;                    North         East    Units  Estimated Accuracy
 FB2387;SPC TN       -   133,870.      782,090.      MT  (+/- 180 meters Scaled)
 FB2387
 FB2387                          SUPERSEDED SURVEY CONTROL
 FB2387
 FB2387  NGVD 29 (12/12/91)  279.931  (m)          918.41   (f) ADJUSTED    1 2
 FB2387
 FB2387.Superseded values are not recommended for survey control.
 FB2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2387.See file dsdata.txt to determine how the superseded data were derived.
 FB2387
 FB2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV286351(NAD 83)
 FB2387_MARKER: DB = BENCH MARK DISK
 FB2387_SETTING: 66 = SET IN ROCK OUTCROP
 FB2387_SP_SET: ROCK OUTCROP
 FB2387_STAMPING: Q 295 1983
 FB2387_MARK LOGO: NGS   
 FB2387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2387+STABILITY: POSITION/ELEVATION WELL
 FB2387
 FB2387  HISTORY     - Date     Condition        Report By
 FB2387  HISTORY     - 1983     MONUMENTED       NGS
 FB2387
 FB2387                          STATION DESCRIPTION
 FB2387
 FB2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2387'11.4 KM (7.1 MI) EAST FROM TALLASSEE.
 FB2387'11.4 KM (7.1 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2387'TALLASSEE TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTHEAST ALONG
 FB2387'U.S. HIGHWAY 129 FROM THE SOUTH END OF THE HIGHWAY BRIDGE OVER TABCAT
 FB2387'CREEK, 10.91 METERS (35.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FB2387'HIGHWAY, 0.70 METER (2.3 FT) SOUTH OF A 3-INCH TREE.
 FB2387'THE MARK IS 0.29 METERS  NNE FROM A WITNESS POST.
 FB2387'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2127 ***********************************************************************
 FE2127  DESIGNATION -  Q 297
 FE2127  PID         -  FE2127
 FE2127  STATE/COUNTY-  TN/MCNAIRY
 FE2127  USGS QUAD   -  CHEWALLA (1983)
 FE2127
 FE2127                         *CURRENT SURVEY CONTROL
 FE2127  ___________________________________________________________________
 FE2127* NAD 83(1986)-  35 04 55.     (N)    088 42 04.     (W)     SCALED    
 FE2127* NAVD 88     -       165.541  (meters)     543.11   (feet)  ADJUSTED  
 FE2127  ___________________________________________________________________
 FE2127  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2127  DYNAMIC HT  -         165.384 (meters)     542.60  (feet)  COMP
 FE2127  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FE2127
 FE2127  VERT ORDER  -  FIRST     CLASS II
 FE2127
 FE2127.The horizontal coordinates were scaled from a topographic map and have
 FE2127.an estimated accuracy of +/- 6 seconds.
 FE2127
 FE2127.The orthometric height was determined by differential leveling
 FE2127.and adjusted by the National Geodetic Survey in June 1991..
 FE2127
 FE2127.The geoid height was determined by GEOID03.
 FE2127
 FE2127.The dynamic height is computed by dividing the NAVD 88
 FE2127.geopotential number by the normal gravity value computed on the
 FE2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2127.degrees latitude (g = 980.6199 gals.).
 FE2127
 FE2127.The modeled gravity was interpolated from observed gravity values.
 FE2127
 FE2127;                    North         East    Units  Estimated Accuracy
 FE2127;SPC TN       -    86,460.      353,690.      MT  (+/- 180 meters Scaled)
 FE2127
 FE2127                          SUPERSEDED SURVEY CONTROL
 FE2127
 FE2127.No superseded survey control is available for this station.
 FE2127
 FE2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD449834(NAD 83)
 FE2127_MARKER: I = METAL ROD
 FE2127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2127_SP_SET: STAINLESS STEEL ROD
 FE2127_STAMPING: Q 297 1983
 FE2127_MARK LOGO: NGS   
 FE2127_PROJECTION: FLUSH
 FE2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2127+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2127_ROD/PIPE-DEPTH: 9.75 meters
 FE2127
 FE2127  HISTORY     - Date     Condition        Report By
 FE2127  HISTORY     - 1983     MONUMENTED       NGS
 FE2127  HISTORY     - 20020918 GOOD             USACE
 FE2127
 FE2127                          STATION DESCRIPTION
 FE2127
 FE2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2127'8.0 KM (4.95 MI) WEST FROM RAMER.
 FE2127'8.0 KM (4.95 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2127'RAMER, TO THE BIG HILL POND BAPTIST CHURCH ON THE RIGHT AND THE MARK
 FE2127'ON THE LEFT, 15.48 METERS (50.8 FT) SOUTH OF THE CENTERLINE OF THE
 FE2127'HIGHWAY, 4.08 METERS (13.4 FT) WEST OF A LARGE PINE TREE, 1.34 METERS
 FE2127'(4.4 FT) EAST OF A GATE BRACE POST OF A FENCE LINE, AND 0.79 METER
 FE2127'(2.6 FT) NORTH OF A FENCE LINE.
 FE2127'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2127'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2127
 FE2127                          STATION RECOVERY (2002)
 FE2127
 FE2127'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2127'CHURCH IS NOW GONE, A SMALL MASONITE SIDED HOUSE PAINTED DARK BROWN
 FE2127'STANDS AT CHURCH SITE. MARK ISAT GATE AT ENTRANCE TO 9474 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2153 ***********************************************************************
 FE2153  DESIGNATION -  Q 298
 FE2153  PID         -  FE2153
 FE2153  STATE/COUNTY-  TN/HARDEMAN
 FE2153  USGS QUAD   -  SAULSBURY (1981)
 FE2153
 FE2153                         *CURRENT SURVEY CONTROL
 FE2153  ___________________________________________________________________
 FE2153* NAD 83(1986)-  35 03 01.     (N)    089 07 05.     (W)     SCALED    
 FE2153* NAVD 88     -       189.552  (meters)     621.89   (feet)  ADJUSTED  
 FE2153  ___________________________________________________________________
 FE2153  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE2153  DYNAMIC HT  -         189.373 (meters)     621.30  (feet)  COMP
 FE2153  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FE2153
 FE2153  VERT ORDER  -  FIRST     CLASS II
 FE2153
 FE2153.The horizontal coordinates were scaled from a topographic map and have
 FE2153.an estimated accuracy of +/- 6 seconds.
 FE2153
 FE2153.The orthometric height was determined by differential leveling
 FE2153.and adjusted by the National Geodetic Survey in June 1991..
 FE2153
 FE2153.The geoid height was determined by GEOID03.
 FE2153
 FE2153.The dynamic height is computed by dividing the NAVD 88
 FE2153.geopotential number by the normal gravity value computed on the
 FE2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2153.degrees latitude (g = 980.6199 gals.).
 FE2153
 FE2153.The modeled gravity was interpolated from observed gravity values.
 FE2153
 FE2153;                    North         East    Units  Estimated Accuracy
 FE2153;SPC TN       -    84,080.      315,570.      MT  (+/- 180 meters Scaled)
 FE2153
 FE2153                          SUPERSEDED SURVEY CONTROL
 FE2153
 FE2153.No superseded survey control is available for this station.
 FE2153
 FE2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD068806(NAD 83)
 FE2153_MARKER: I = METAL ROD
 FE2153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2153_SP_SET: STAINLESS STEEL ROD
 FE2153_STAMPING: Q 298 1983
 FE2153_MARK LOGO: NGS   
 FE2153_PROJECTION: FLUSH
 FE2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2153+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2153_ROD/PIPE-DEPTH: 8.53 meters
 FE2153
 FE2153  HISTORY     - Date     Condition        Report By
 FE2153  HISTORY     - 1983     MONUMENTED       NGS
 FE2153  HISTORY     - 20020923 GOOD             USACE
 FE2153  HISTORY     - 20040712 GOOD             USPSQD
 FE2153
 FE2153                          STATION DESCRIPTION
 FE2153
 FE2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2153'2.3 KM (1.45 MI) WEST FROM SAULSBURY.
 FE2153'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2153'SAULSBURY TO A MICROWAVE TOWER AND BUILDING AND THE MARK ON THE LEFT,
 FE2153'14.45 METERS (47.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2153'42.24 METERS (138.6 FT) NORTH OF THE NORTHWEST CORNER OF A LARGE
 FE2153'CONCRETE BUILDING BY A MICROWAVE TOWER, 18.23 METERS (59.8 FT) WEST OF
 FE2153'THE APPROXIMATE CENTER OF THE DRIVE LEADING TO THE BUILDING AND TOWER,
 FE2153'9.17 METERS (30.1 FT) WEST OF A TELEPHONE JUNCTION BOX, 1.19 METERS
 FE2153'(3.9 FT) SOUTHWEST OF A POWERLINE POLE, AND 1.07 METERS (3.5 FT)
 FE2153'NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER.
 FE2153'THE MARK IS 1.22 METERS  SW FROM A WITNESS POST.
 FE2153'THE MARK IS 1.22 M ABOVE HIGHWAY.
 FE2153
 FE2153                          STATION RECOVERY (2002)
 FE2153
 FE2153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2153'RECOVERED IN GOOD CONDITION.
 FE2153
 FE2153                          STATION RECOVERY (2004)
 FE2153
 FE2153'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2180 ***********************************************************************
 FE2180  DESIGNATION -  Q 299
 FE2180  PID         -  FE2180
 FE2180  STATE/COUNTY-  TN/FAYETTE
 FE2180  USGS QUAD   -  ROSSVILLE (1981)
 FE2180
 FE2180                         *CURRENT SURVEY CONTROL
 FE2180  ___________________________________________________________________
 FE2180* NAD 83(1986)-  35 02 51.     (N)    089 37 17.     (W)     SCALED    
 FE2180* NAVD 88     -       107.164  (meters)     351.59   (feet)  ADJUSTED  
 FE2180  ___________________________________________________________________
 FE2180  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE2180  DYNAMIC HT  -         107.064 (meters)     351.26  (feet)  COMP
 FE2180  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FE2180
 FE2180  VERT ORDER  -  FIRST     CLASS II
 FE2180
 FE2180.The horizontal coordinates were scaled from a topographic map and have
 FE2180.an estimated accuracy of +/- 6 seconds.
 FE2180
 FE2180.The orthometric height was determined by differential leveling
 FE2180.and adjusted by the National Geodetic Survey in June 1991..
 FE2180
 FE2180.The geoid height was determined by GEOID03.
 FE2180
 FE2180.The dynamic height is computed by dividing the NAVD 88
 FE2180.geopotential number by the normal gravity value computed on the
 FE2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2180.degrees latitude (g = 980.6199 gals.).
 FE2180
 FE2180.The modeled gravity was interpolated from observed gravity values.
 FE2180
 FE2180;                    North         East    Units  Estimated Accuracy
 FE2180;SPC TN       -    85,350.      269,660.      MT  (+/- 180 meters Scaled)
 FE2180
 FE2180                          SUPERSEDED SURVEY CONTROL
 FE2180
 FE2180.No superseded survey control is available for this station.
 FE2180
 FE2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD609814(NAD 83)
 FE2180_MARKER: I = METAL ROD
 FE2180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2180_SP_SET: STAINLESS STEEL ROD
 FE2180_STAMPING: Q 299 1983
 FE2180_MARK LOGO: NGS   
 FE2180_PROJECTION: FLUSH
 FE2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2180+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2180_ROD/PIPE-DEPTH: 8.53 meters
 FE2180
 FE2180  HISTORY     - Date     Condition        Report By
 FE2180  HISTORY     - 1983     MONUMENTED       NGS
 FE2180  HISTORY     - 20021001 GOOD             USACE
 FE2180
 FE2180                          STATION DESCRIPTION
 FE2180
 FE2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2180'7.8 KM (4.85 MI) WEST FROM ROSSVILLE.
 FE2180'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2180'ROSSVILLE, THENCE 7.2 KM (4.5 MI) WEST ALONG STATE HIGHWAY 57 TO THE
 FE2180'JUNCTION OF CHULAHOMA ROAD AND THE MARK ON THE LEFT, 34.20 METERS
 FE2180'(112.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.47 METERS
 FE2180'(24.5 FT) EAST OF THE CENTER OF CHULAHOMA ROAD, 6.86 METERS (22.5 FT)
 FE2180'NORTH-NORTHEAST OF A 2 FEET DIAMETER METAL CULVERT UNDER CHULAHOMA
 FE2180'ROAD, 0.70 METER (2.3 FT) SOUTH OF A CORNER FENCE POST, AND
 FE2180'0.46 METERS (1.5 FT) WEST OF A BARBWIRE FENCE.
 FE2180'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2180'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2180
 FE2180                          STATION RECOVERY (2002)
 FE2180
 FE2180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2180'CULAHOMA RD. IS NOW HWY 196.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1198 ***********************************************************************
 FD1198  DESIGNATION -  Q 30
 FD1198  PID         -  FD1198
 FD1198  STATE/COUNTY-  TN/PERRY
 FD1198  USGS QUAD   -  LINDEN (1968)
 FD1198
 FD1198                         *CURRENT SURVEY CONTROL
 FD1198  ___________________________________________________________________
 FD1198* NAD 83(1986)-  35 37 27.     (N)    087 51 26.     (W)     SCALED    
 FD1198* NAVD 88     -       238.105  (meters)     781.18   (feet)  ADJUSTED  
 FD1198  ___________________________________________________________________
 FD1198  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1198  DYNAMIC HT  -         237.892 (meters)     780.48  (feet)  COMP
 FD1198  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FD1198
 FD1198  VERT ORDER  -  FIRST     CLASS II
 FD1198
 FD1198.The horizontal coordinates were scaled from a topographic map and have
 FD1198.an estimated accuracy of +/- 6 seconds.
 FD1198
 FD1198.The orthometric height was determined by differential leveling
 FD1198.and adjusted by the National Geodetic Survey in June 1991..
 FD1198
 FD1198.The geoid height was determined by GEOID03.
 FD1198
 FD1198.The dynamic height is computed by dividing the NAVD 88
 FD1198.geopotential number by the normal gravity value computed on the
 FD1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1198.degrees latitude (g = 980.6199 gals.).
 FD1198
 FD1198.The modeled gravity was interpolated from observed gravity values.
 FD1198
 FD1198;                    North         East    Units  Estimated Accuracy
 FD1198;SPC TN       -   144,810.      431,770.      MT  (+/- 180 meters Scaled)
 FD1198
 FD1198                          SUPERSEDED SURVEY CONTROL
 FD1198
 FD1198  NGVD 29 (??/??/92)  238.102  (m)          781.17   (f) ADJ UNCH    1 2
 FD1198
 FD1198.Superseded values are not recommended for survey control.
 FD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1198.See file dsdata.txt to determine how the superseded data were derived.
 FD1198
 FD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE223426(NAD 83)
 FD1198_MARKER: DB = BENCH MARK DISK
 FD1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1198_STAMPING: Q 30 1934
 FD1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1198+STABILITY: SURFACE MOTION
 FD1198
 FD1198  HISTORY     - Date     Condition        Report By
 FD1198  HISTORY     - 1934     MONUMENTED       CGS
 FD1198  HISTORY     - 1949     GOOD             NGS
 FD1198  HISTORY     - 1974     MARK NOT FOUND   TVA
 FD1198
 FD1198                          STATION DESCRIPTION
 FD1198
 FD1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1198'1.3 MI W FROM LINDEN.
 FD1198'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1198'COURT HOUSE AT LINDEN, ABOUT 150 YARDS SOUTHEAST OF THE TOP OF
 FD1198'A LONG GRADE, ABOUT 80 YARDS SOUTHEAST OF THE JUNCTION OF A
 FD1198'GRAVEL ROAD NORTH, AT THE Y JUNCTION OF A DIM GRAVEL ROAD SOUTH,
 FD1198'39.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 FD1198'WEST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH, 9 FEET
 FD1198'SOUTHEAST OF A 4-INCH OAK TREE, 1 1/2 FEET SOUTHWEST OF A WHITE
 FD1198'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 FD1198'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FD1198
 FD1198                          STATION RECOVERY (1974)
 FD1198
 FD1198'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1368 ***********************************************************************
 FD1368  DESIGNATION -  Q 301
 FD1368  PID         -  FD1368
 FD1368  STATE/COUNTY-  TN/LAWRENCE
 FD1368  USGS QUAD   -  ETHRIDGE (1988)
 FD1368
 FD1368                         *CURRENT SURVEY CONTROL
 FD1368  ___________________________________________________________________
 FD1368* NAD 83(1986)-  35 20 01.     (N)    087 17 19.     (W)     SCALED    
 FD1368* NAVD 88     -       304.032  (meters)     997.48   (feet)  ADJUSTED  
 FD1368  ___________________________________________________________________
 FD1368  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD1368  DYNAMIC HT  -         303.746 (meters)     996.54  (feet)  COMP
 FD1368  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FD1368
 FD1368  VERT ORDER  -  FIRST     CLASS II
 FD1368
 FD1368.The horizontal coordinates were scaled from a topographic map and have
 FD1368.an estimated accuracy of +/- 6 seconds.
 FD1368
 FD1368.The orthometric height was determined by differential leveling
 FD1368.and adjusted by the National Geodetic Survey in June 1991..
 FD1368
 FD1368.The geoid height was determined by GEOID03.
 FD1368
 FD1368.The dynamic height is computed by dividing the NAVD 88
 FD1368.geopotential number by the normal gravity value computed on the
 FD1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1368.degrees latitude (g = 980.6199 gals.).
 FD1368
 FD1368.The modeled gravity was interpolated from observed gravity values.
 FD1368
 FD1368;                    North         East    Units  Estimated Accuracy
 FD1368;SPC TN       -   111,750.      482,850.      MT  (+/- 180 meters Scaled)
 FD1368
 FD1368                          SUPERSEDED SURVEY CONTROL
 FD1368
 FD1368.No superseded survey control is available for this station.
 FD1368
 FD1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE737100(NAD 83)
 FD1368_MARKER: I = METAL ROD
 FD1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1368_SP_SET: STAINLESS STEEL ROD
 FD1368_STAMPING: Q 301 1984
 FD1368_MARK LOGO: NGS   
 FD1368_PROJECTION: FLUSH
 FD1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1368_ROD/PIPE-DEPTH: 3.66 meters
 FD1368
 FD1368  HISTORY     - Date     Condition        Report By
 FD1368  HISTORY     - 1984     MONUMENTED       NGS
 FD1368
 FD1368                          STATION DESCRIPTION
 FD1368
 FD1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1368'12.3 KM (7.65 MI) NORTH FROM LAWRENCEBURG.
 FD1368'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1368'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1368'THENCE 11.8 KM (7.35 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE MARK ON
 FD1368'THE RIGHT, JUST PAST THE JUNCTION OF CAMP BELLSVILLE ROAD,
 FD1368'10.85 METERS (35.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FD1368'12.16 METERS (39.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 FD1368'BUILDING (AT PRESENT AN AMOCO FILLING STATION), 8.11 METERS (26.6 FT)
 FD1368'NORTH-NORTHWEST OF AN AMOCO SIGN, AND 1.13 METERS (3.7 FT)
 FD1368'EAST-NORTHEAST OF A POWERLINE POLE NUMBER 260.
 FD1368'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 FD1368'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1398 ***********************************************************************
 FD1398  DESIGNATION -  Q 302
 FD1398  PID         -  FD1398
 FD1398  STATE/COUNTY-  TN/WILLIAMSON
 FD1398  USGS QUAD   -  LEIPERS FORK (1981)
 FD1398
 FD1398                         *CURRENT SURVEY CONTROL
 FD1398  ___________________________________________________________________
 FD1398* NAD 83(1986)-  35 55 43.     (N)    086 52 32.     (W)     SCALED    
 FD1398* NAVD 88     -       192.765  (meters)     632.43   (feet)  ADJUSTED  
 FD1398  ___________________________________________________________________
 FD1398  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD1398  DYNAMIC HT  -         192.596 (meters)     631.88  (feet)  COMP
 FD1398  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 FD1398
 FD1398  VERT ORDER  -  FIRST     CLASS II
 FD1398
 FD1398.The horizontal coordinates were scaled from a topographic map and have
 FD1398.an estimated accuracy of +/- 6 seconds.
 FD1398
 FD1398.The orthometric height was determined by differential leveling
 FD1398.and adjusted by the National Geodetic Survey in June 1991..
 FD1398
 FD1398.The geoid height was determined by GEOID03.
 FD1398
 FD1398.The dynamic height is computed by dividing the NAVD 88
 FD1398.geopotential number by the normal gravity value computed on the
 FD1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1398.degrees latitude (g = 980.6199 gals.).
 FD1398
 FD1398.The modeled gravity was interpolated from observed gravity values.
 FD1398
 FD1398;                    North         East    Units  Estimated Accuracy
 FD1398;SPC TN       -   177,350.      520,990.      MT  (+/- 180 meters Scaled)
 FD1398
 FD1398                          SUPERSEDED SURVEY CONTROL
 FD1398
 FD1398.No superseded survey control is available for this station.
 FD1398
 FD1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE112760(NAD 83)
 FD1398_MARKER: DB = BENCH MARK DISK
 FD1398_SETTING: 66 = SET IN ROCK OUTCROP
 FD1398_SP_SET: ROCK OUTCROP
 FD1398_STAMPING: Q 302 1984
 FD1398_MARK LOGO: NGS   
 FD1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1398+STABILITY: POSITION/ELEVATION WELL
 FD1398
 FD1398  HISTORY     - Date     Condition        Report By
 FD1398  HISTORY     - 1984     MONUMENTED       NGS
 FD1398
 FD1398                          STATION DESCRIPTION
 FD1398
 FD1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1398'0.6 KM (0.4 MI) SOUTH FROM FRANKLIN.
 FD1398'0.6 KM (0.4 MI) SOUTH ALONG U.S. HIGHWAY 431 FROM THE POST OFFICE IN
 FD1398'FRANKLIN, SET IN TOP OF BEDROCK AT THE SOUTHEAST END OF A ROCK CUT FOR
 FD1398'THE HIGHWAY, 14.02 METERS (46.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FD1398'SOUTHBOUND LANE OF THE HIGHWAY, 3.20 METERS (10.5 FT) NORTHWEST OF THE
 FD1398'NORTHWEST EDGE OF AN ASPHALT PARKING AREA, 5.48 METERS (18.0 FT) WEST
 FD1398'OF A LIGHT POLE, 11.16 METERS (36.6 FT) SOUTHWEST OF A POWER POLE AND
 FD1398'AT A POINT WHERE THE POWERLINE MAKES AN ANGLE AND CROSSES THE HIGHWAY,
 FD1398'1.77 METERS (5.8 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, AND
 FD1398'0.37 METERS (1.2 FT) WEST-SOUTHWEST OF THE EAST EDGE OF THE ROCK.
 FD1398'THE MARK IS 0.48 METERS  SSE FROM A WITNESS POST.
 FD1398'THE MARK IS 2.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2025 ***********************************************************************
 GC2025  DESIGNATION -  Q 303
 GC2025  PID         -  GC2025
 GC2025  STATE/COUNTY-  TN/MONTGOMERY
 GC2025  USGS QUAD   -  CLARKSVILLE (1984)
 GC2025
 GC2025                         *CURRENT SURVEY CONTROL
 GC2025  ___________________________________________________________________
 GC2025* NAD 83(1986)-  36 33 19.     (N)    087 19 19.     (W)     SCALED    
 GC2025* NAVD 88     -       155.478  (meters)     510.10   (feet)  ADJUSTED  
 GC2025  ___________________________________________________________________
 GC2025  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2025  DYNAMIC HT  -         155.349 (meters)     509.67  (feet)  COMP
 GC2025  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GC2025
 GC2025  VERT ORDER  -  FIRST     CLASS II
 GC2025
 GC2025.The horizontal coordinates were scaled from a topographic map and have
 GC2025.an estimated accuracy of +/- 6 seconds.
 GC2025
 GC2025.The orthometric height was determined by differential leveling
 GC2025.and adjusted by the National Geodetic Survey in June 1991..
 GC2025
 GC2025.The geoid height was determined by GEOID03.
 GC2025
 GC2025.The dynamic height is computed by dividing the NAVD 88
 GC2025.geopotential number by the normal gravity value computed on the
 GC2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2025.degrees latitude (g = 980.6199 gals.).
 GC2025
 GC2025.The modeled gravity was interpolated from observed gravity values.
 GC2025
 GC2025;                    North         East    Units  Estimated Accuracy
 GC2025;SPC TN       -   247,330.      481,650.      MT  (+/- 180 meters Scaled)
 GC2025
 GC2025                          SUPERSEDED SURVEY CONTROL
 GC2025
 GC2025.No superseded survey control is available for this station.
 GC2025
 GC2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF711455(NAD 83)
 GC2025_MARKER: I = METAL ROD
 GC2025_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2025_SP_SET: STAINLESS STEEL ROD
 GC2025_STAMPING: Q 303 1984
 GC2025_MARK LOGO: NGS   
 GC2025_PROJECTION: FLUSH
 GC2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2025_ROD/PIPE-DEPTH: 3.66 meters
 GC2025
 GC2025  HISTORY     - Date     Condition        Report By
 GC2025  HISTORY     - 1984     MONUMENTED       NGS
 GC2025
 GC2025                          STATION DESCRIPTION
 GC2025
 GC2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2025'1.3 KM (0.8 MI) SW FROM ST BETHLEHEM.
 GC2025'1.3 KM (0.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2025'IN ST. BETHLEHEM TO THE MARK ON THE LEFT, SET ON THE GROUNDS OF WHAT
 GC2025'AT THE PRESENT TIME IS A CO-OP STORE, 29.14 METERS (95.6 FT) SOUTHEAST
 GC2025'OF THE CENTERLINE OF THE HIGHWAY, 27.52 METERS (90.3 FT) NORTHWEST OF
 GC2025'THE NORTHWEST CORNER OF A LARGE METAL QUONSET (PART OF THE STORE),
 GC2025'17.77 METERS (58.3 FT) NORTHEAST OF THE SOUTHWEST END OF A WIRE FENCE,
 GC2025'4.91 METERS (16.1 FT) NORTHEAST OF THE SOUTHEAST END OF THE BRICK BASE
 GC2025'FOR THE CO-OP SIGN, AND 0.61 METERS (2.0 FT) NORTHWEST OF THE WIRE
 GC2025'FENCE.
 GC2025'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 GC2025'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1986 ***********************************************************************
 GC1986  CBN         -  This is a Cooperative Base Network Control Station.
 GC1986  DESIGNATION -  Q 304
 GC1986  PID         -  GC1986
 GC1986  STATE/COUNTY-  TN/CHEATHAM
 GC1986  USGS QUAD   -  ASHLAND CITY (1987)
 GC1986
 GC1986                         *CURRENT SURVEY CONTROL
 GC1986  ___________________________________________________________________
 GC1986* NAD 83(1995)-  36 18 12.72826(N)    087 05 01.94705(W)     ADJUSTED  
 GC1986* NAVD 88     -       191.568  (meters)     628.50   (feet)  ADJUSTED  
 GC1986  ___________________________________________________________________
 GC1986  X           -     261,810.976 (meters)                     COMP
 GC1986  Y           -  -5,139,596.192 (meters)                     COMP
 GC1986  Z           -   3,755,483.462 (meters)                     COMP
 GC1986  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GC1986  ELLIP HEIGHT-         162.08  (meters)          (08/03/04) GPS OBS
 GC1986  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1986  DYNAMIC HT  -         191.408 (meters)     627.98  (feet)  COMP
 GC1986  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GC1986
 GC1986  HORZ ORDER  -  A
 GC1986  VERT ORDER  -  FIRST     CLASS II
 GC1986  ELLP ORDER  -  FOURTH    CLASS I
 GC1986
 GC1986.The horizontal coordinates were established by GPS observations
 GC1986.and adjusted by the National Geodetic Survey in August 2004..
 GC1986
 GC1986.The orthometric height was determined by differential leveling
 GC1986.and adjusted by the National Geodetic Survey in June 1991..
 GC1986.WARNING-GPS observations at this control monument resulted in a GPS
 GC1986.derived orthometric height which differed from the leveled height by
 GC1986.more than one decimeter (0.1 meter).
 GC1986
 GC1986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1986
 GC1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1986
 GC1986.The ellipsoidal height was determined by GPS observations
 GC1986.and is referenced to NAD 83.
 GC1986
 GC1986.The geoid height was determined by GEOID03.
 GC1986
 GC1986.The dynamic height is computed by dividing the NAVD 88
 GC1986.geopotential number by the normal gravity value computed on the
 GC1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1986.degrees latitude (g = 980.6199 gals.).
 GC1986
 GC1986.The modeled gravity was interpolated from observed gravity values.
 GC1986
 GC1986;                    North         East     Units Scale Factor Converg.
 GC1986;SPC TN       -   219,134.181   502,653.529   MT  0.99998189   -0 38 04.4
 GC1986;SPC TN       -   718,942.73  1,649,122.45   sFT  0.99998189   -0 38 04.4
 GC1986;UTM  16      - 4,017,619.109   492,469.693   MT  0.99960070   -0 02 58.8
 GC1986
 GC1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1986!SPC TN       -   0.99997456  x   0.99998189  =   0.99995645
 GC1986!UTM  16      -   0.99997456  x   0.99960070  =   0.99957527
 GC1986
 GC1986                          SUPERSEDED SURVEY CONTROL
 GC1986
 GC1986  NAVD 88 (08/03/04)  191.57   (m)          628.5    (f) LEVELING    3  
 GC1986
 GC1986.Superseded values are not recommended for survey control.
 GC1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1986.See file dsdata.txt to determine how the superseded data were derived.
 GC1986
 GC1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9247017619(NAD 83)
 GC1986_MARKER: I = METAL ROD
 GC1986_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC1986+WITH SETTING: INFORMATION.
 GC1986_SP_SET: SHALLOW SET METAL ROD
 GC1986_STAMPING: Q 304 1984
 GC1986_MARK LOGO: NGS   
 GC1986_PROJECTION: FLUSH
 GC1986_MAGNETIC: I = MARKER IS A STEEL ROD
 GC1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1986+SATELLITE: SATELLITE OBSERVATIONS - 1984
 GC1986_ROD/PIPE-DEPTH: 2.13 meters
 GC1986
 GC1986  HISTORY     - Date     Condition        Report By
 GC1986  HISTORY     - 1984     MONUMENTED       NGS
 GC1986  HISTORY     - 1984     GOOD             NGS
 GC1986
 GC1986                          STATION DESCRIPTION
 GC1986
 GC1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1986'3.3 KM (2.05 MI) NW FROM ASHLAND CITY.
 GC1986'3.3 KM (2.05 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1986'COURTHOUSE IN ASHLAND CITY TO AN ASPHALT ROAD HEADING BACK SOUTH AND
 GC1986'THE MARK ON THE LEFT, 14.84 METERS (48.7 FT) SOUTHWEST OF THE
 GC1986'CENTERLINE OF THE HIGHWAY, 22.37 METERS (73.4 FT) NORTH OF THE
 GC1986'NORTHEAST CORNER OF A ONE LEVEL BRICK HOUSE, 11.77 METERS (38.6 FT)
 GC1986'SOUTHEAST OF A PIPE CULVERT UNDER THE SIDE ROAD, 7.07 METERS (23.2 FT)
 GC1986'NORTHEAST OF THE APPROXIMATE CENTER OF THE SIDE ROAD, AND 1.19 METERS
 GC1986'(3.9 FT) NORTHEAST OF POWERLINE POLE NUMBER 46.  NOTE, ROD DRIVEN TO
 GC1986'REFUSAL.
 GC1986'THE MARK IS 1.07 METERS  NE FROM A WITNESS POST.
 GC1986'THE MARK IS 0.91 M ABOVE HIGHWAY.
 GC1986
 GC1986                          STATION RECOVERY (1984)
 GC1986
 GC1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2013 ***********************************************************************
 GC2013  DESIGNATION -  Q 305
 GC2013  PID         -  GC2013
 GC2013  STATE/COUNTY-  TN/MONTGOMERY
 GC2013  USGS QUAD   -  CLARKSVILLE (1984)
 GC2013
 GC2013                         *CURRENT SURVEY CONTROL
 GC2013  ___________________________________________________________________
 GC2013* NAD 83(1986)-  36 30 01.     (N)    087 17 35.     (W)     SCALED    
 GC2013* NAVD 88     -       122.904  (meters)     403.23   (feet)  ADJUSTED  
 GC2013  ___________________________________________________________________
 GC2013  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2013  DYNAMIC HT  -         122.802 (meters)     402.89  (feet)  COMP
 GC2013  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 GC2013
 GC2013  VERT ORDER  -  FIRST     CLASS II
 GC2013
 GC2013.The horizontal coordinates were scaled from a topographic map and have
 GC2013.an estimated accuracy of +/- 6 seconds.
 GC2013
 GC2013.The orthometric height was determined by differential leveling
 GC2013.and adjusted by the National Geodetic Survey in June 1991..
 GC2013
 GC2013.The geoid height was determined by GEOID03.
 GC2013
 GC2013.The dynamic height is computed by dividing the NAVD 88
 GC2013.geopotential number by the normal gravity value computed on the
 GC2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2013.degrees latitude (g = 980.6199 gals.).
 GC2013
 GC2013.The modeled gravity was interpolated from observed gravity values.
 GC2013
 GC2013;                    North         East    Units  Estimated Accuracy
 GC2013;SPC TN       -   241,190.      484,160.      MT  (+/- 180 meters Scaled)
 GC2013
 GC2013                          SUPERSEDED SURVEY CONTROL
 GC2013
 GC2013.No superseded survey control is available for this station.
 GC2013
 GC2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF737394(NAD 83)
 GC2013_MARKER: DB = BENCH MARK DISK
 GC2013_SETTING: 66 = SET IN ROCK OUTCROP
 GC2013_SP_SET: ROCK OUTCROP
 GC2013_STAMPING: Q 305 1984
 GC2013_MARK LOGO: NGS   
 GC2013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2013+STABILITY: POSITION/ELEVATION WELL
 GC2013
 GC2013  HISTORY     - Date     Condition        Report By
 GC2013  HISTORY     - 1984     MONUMENTED       NGS
 GC2013
 GC2013                          STATION DESCRIPTION
 GC2013
 GC2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2013'2.6 KM (1.65 MI) SE FROM CLARKSVILLE.
 GC2013'0.1 KM (0.05 MI) SOUTHWEST ALONG GOLF CLUB LANE FROM THE JUNCTION OF
 GC2013'U.S. ALTERNATE HIGHWAY 41 AT THE MEMORIAL HOSPITAL IN CLARKSVILLE,
 GC2013'THENCE 2.1 KM (1.3 MI) SOUTHEAST ALONG OLD ASHLAND CITY ROAD, THENCE
 GC2013'0.5 KM (0.30 MI) EAST ALONG STATE HIGHWAY 12 AND U.S. HIGHWAY 41
 GC2013'BYPASS TO THE MARK ON THE LEFT, SET IN A ROCK LEDGE, 17.43 METERS
 GC2013'(57.2 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 41, 27.46 METERS
 GC2013'(90.1 FT) EAST OF LIGHT POLE NUMBER 26, 49.10 METERS (161.1 FT) WEST
 GC2013'OF A LIGHT POLE WITH A TRANSFORMER, AND 54.68 METERS (179.4 FT)
 GC2013'WEST-NORTHWEST OF THE CENTER OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 GC2013'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 GC2013'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2930 ***********************************************************************
 AJ2930  DESIGNATION -  Q 307
 AJ2930  PID         -  AJ2930
 AJ2930  STATE/COUNTY-  TN/TROUSDALE
 AJ2930  USGS QUAD   -  HARTSVILLE (1994)
 AJ2930
 AJ2930                         *CURRENT SURVEY CONTROL
 AJ2930  ___________________________________________________________________
 AJ2930* NAD 83(1986)-  36 23 58.     (N)    086 13 24.     (W)     SCALED    
 AJ2930* NAVD 88     -       169.381  (meters)     555.71   (feet)  ADJUSTED  
 AJ2930  ___________________________________________________________________
 AJ2930  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AJ2930  DYNAMIC HT  -         169.242 (meters)     555.25  (feet)  COMP
 AJ2930  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 AJ2930
 AJ2930  VERT ORDER  -  SECOND    CLASS I
 AJ2930
 AJ2930.The horizontal coordinates were scaled from a topographic map and have
 AJ2930.an estimated accuracy of +/- 6 seconds.
 AJ2930
 AJ2930.The orthometric height was determined by differential leveling
 AJ2930.and adjusted by the National Geodetic Survey in July 2002..
 AJ2930.No vertical observational check was made to the station.
 AJ2930
 AJ2930.The geoid height was determined by GEOID03.
 AJ2930
 AJ2930.The dynamic height is computed by dividing the NAVD 88
 AJ2930.geopotential number by the normal gravity value computed on the
 AJ2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2930.degrees latitude (g = 980.6199 gals.).
 AJ2930
 AJ2930.The modeled gravity was interpolated from observed gravity values.
 AJ2930
 AJ2930;                    North         East    Units  Estimated Accuracy
 AJ2930;SPC TN       -   229,260.      579,970.      MT  (+/- 180 meters Scaled)
 AJ2930
 AJ2930                          SUPERSEDED SURVEY CONTROL
 AJ2930
 AJ2930.No superseded survey control is available for this station.
 AJ2930
 AJ2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF696285(NAD 83)
 AJ2930_MARKER: DV = VERTICAL CONTROL DISK
 AJ2930_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2930_STAMPING: Q 307 2001
 AJ2930_MARK LOGO: NGS   
 AJ2930_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2930+STABILITY: POSITION/ELEVATION WELL
 AJ2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2930+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2930
 AJ2930  HISTORY     - Date     Condition        Report By
 AJ2930  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2930
 AJ2930                          STATION DESCRIPTION
 AJ2930
 AJ2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2930'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2930'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2930'HIGHWAY 141), THENCE 5.5 KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2930'THE CENTER OF A 2 BY 6-FOOT EXPOSED ROCK OUTCROP, 9.4 M EAST OF THE
 AJ2930'CENTER OF THE NORTHEAST END OF A CULVERT UNDER A FIELD ENTRANCE
 AJ2930'ROAD, 8.2 M SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.4 M NORTHWEST
 AJ2930'OF A WITNESS POST AND FENCE, AND 0.3 M BELOW THE LEVEL OF THE
 AJ2930'ROAD.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2930'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1240 ***********************************************************************
 FD1240  DESIGNATION -  Q 31
 FD1240  PID         -  FD1240
 FD1240  STATE/COUNTY-  TN/LEWIS
 FD1240  USGS QUAD   -  GRAVES SPRING (1968)
 FD1240
 FD1240                         *CURRENT SURVEY CONTROL
 FD1240  ___________________________________________________________________
 FD1240* NAD 83(1986)-  35 30 27.     (N)    087 37 39.     (W)     SCALED    
 FD1240* NAVD 88     -       223.964  (meters)     734.79   (feet)  ADJUSTED  
 FD1240  ___________________________________________________________________
 FD1240  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1240  DYNAMIC HT  -         223.755 (meters)     734.10  (feet)  COMP
 FD1240  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD1240
 FD1240  VERT ORDER  -  SECOND    CLASS 0
 FD1240
 FD1240.The horizontal coordinates were scaled from a topographic map and have
 FD1240.an estimated accuracy of +/- 6 seconds.
 FD1240
 FD1240.The orthometric height was determined by differential leveling
 FD1240.and adjusted by the National Geodetic Survey in June 1991..
 FD1240
 FD1240.The geoid height was determined by GEOID03.
 FD1240
 FD1240.The dynamic height is computed by dividing the NAVD 88
 FD1240.geopotential number by the normal gravity value computed on the
 FD1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1240.degrees latitude (g = 980.6199 gals.).
 FD1240
 FD1240.The modeled gravity was interpolated from observed gravity values.
 FD1240
 FD1240;                    North         East    Units  Estimated Accuracy
 FD1240;SPC TN       -   131,500.      452,360.      MT  (+/- 180 meters Scaled)
 FD1240
 FD1240                          SUPERSEDED SURVEY CONTROL
 FD1240
 FD1240  NGVD 29 (??/??/92)  223.940  (m)          734.71   (f) ADJ UNCH    2 0
 FD1240
 FD1240.Superseded values are not recommended for survey control.
 FD1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1240.See file dsdata.txt to determine how the superseded data were derived.
 FD1240
 FD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE430295(NAD 83)
 FD1240_MARKER: DB = BENCH MARK DISK
 FD1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1240_STAMPING: Q 31 1934
 FD1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1240+STABILITY: SURFACE MOTION
 FD1240
 FD1240  HISTORY     - Date     Condition        Report By
 FD1240  HISTORY     - 1934     MONUMENTED       CGS
 FD1240  HISTORY     - 1953     GOOD             NGS
 FD1240
 FD1240                          STATION DESCRIPTION
 FD1240
 FD1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1240'5.4 MI SW FROM HOHENWALD.
 FD1240'5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE
 FD1240'AT HOHENWALD, LEWIS COUNTY, 0.4 MILE NORTH OF A 150 FOOT CONCRETE
 FD1240'BRIDGE OVER A CREEK IN FRONT OF A SMALL STORE, 15.8 FEET
 FD1240'NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 36 FEET EAST
 FD1240'OF THE CENTERLINE OF THE HIGHWAY, 5.2 FEET SOUTH OF THE SOUTHWEST
 FD1240'CORNER OF THE CONCRETE BASE OF A GASOLINE PUMP, IN LINE WITH THE
 FD1240'WEST EDGE OF THE CONCRETE BASE, AND 4 INCHES BELOW THE SURFACE
 FD1240'OF THE GROUND.  A STANDARD DISK, STAMPED Q 31 1934 AND SET IN
 FD1240'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0356 ***********************************************************************
 FD0356  DESIGNATION -  Q 32
 FD0356  PID         -  FD0356
 FD0356  STATE/COUNTY-  TN/MARSHALL
 FD0356  USGS QUAD   -  BELFAST (1982)
 FD0356
 FD0356                         *CURRENT SURVEY CONTROL
 FD0356  ___________________________________________________________________
 FD0356* NAD 83(1986)-  35 29 31.     (N)    086 40 18.     (W)     SCALED    
 FD0356* NAVD 88     -       226.880  (meters)     744.36   (feet)  ADJUSTED  
 FD0356  ___________________________________________________________________
 FD0356  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0356  DYNAMIC HT  -         226.676 (meters)     743.69  (feet)  COMP
 FD0356  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 FD0356
 FD0356  VERT ORDER  -  SECOND    CLASS 0
 FD0356
 FD0356.The horizontal coordinates were scaled from a topographic map and have
 FD0356.an estimated accuracy of +/- 6 seconds.
 FD0356
 FD0356.The orthometric height was determined by differential leveling
 FD0356.and adjusted by the National Geodetic Survey in June 1991..
 FD0356
 FD0356.The geoid height was determined by GEOID03.
 FD0356
 FD0356.The dynamic height is computed by dividing the NAVD 88
 FD0356.geopotential number by the normal gravity value computed on the
 FD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0356.degrees latitude (g = 980.6199 gals.).
 FD0356
 FD0356.The modeled gravity was interpolated from observed gravity values.
 FD0356
 FD0356;                    North         East    Units  Estimated Accuracy
 FD0356;SPC TN       -   128,760.      539,060.      MT  (+/- 180 meters Scaled)
 FD0356
 FD0356                          SUPERSEDED SURVEY CONTROL
 FD0356
 FD0356  NGVD 29 (??/??/92)  226.863  (m)          744.30   (f) ADJ UNCH    2 0
 FD0356
 FD0356.Superseded values are not recommended for survey control.
 FD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0356.See file dsdata.txt to determine how the superseded data were derived.
 FD0356
 FD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE297276(NAD 83)
 FD0356_MARKER: DB = BENCH MARK DISK
 FD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0356_STAMPING: Q 32 1934
 FD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0356+STABILITY: SURFACE MOTION
 FD0356
 FD0356  HISTORY     - Date     Condition        Report By
 FD0356  HISTORY     - 1934     MONUMENTED       CGS
 FD0356  HISTORY     - 1934     GOOD             NGS
 FD0356  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0356  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0356
 FD0356                          STATION DESCRIPTION
 FD0356
 FD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0356'2.3 MI E FROM FARMINGTON.
 FD0356'2.3 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 FD0356'FARMINGTON, MARSHALL COUNTY, 200 FEET NORTH OF THE FARM OF W.C.
 FD0356'RANSON IN 1934, IN THE LARGE FRONT YARD, 45 FEET SOUTH OF THE
 FD0356'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF A FENCE CORNER,
 FD0356'AND 3 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED Q 32
 FD0356'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0356
 FD0356                          STATION RECOVERY (2001)
 FD0356
 FD0356'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356' 
 FD0356
 FD0356                          STATION RECOVERY (2002)
 FD0356
 FD0356'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0356'ROAD HAS BEEN CUT AND WIDENED - MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0273 ***********************************************************************
 FD0273  DESIGNATION -  Q 33
 FD0273  PID         -  FD0273
 FD0273  STATE/COUNTY-  TN/LINCOLN
 FD0273  USGS QUAD   -  FRANKEWING (1982)
 FD0273
 FD0273                         *CURRENT SURVEY CONTROL
 FD0273  ___________________________________________________________________
 FD0273* NAD 83(1986)-  35 11 24.     (N)    086 49 41.     (W)     SCALED    
 FD0273* NAVD 88     -       257.174  (meters)     843.75   (feet)  ADJUSTED  
 FD0273  ___________________________________________________________________
 FD0273  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0273  DYNAMIC HT  -         256.936 (meters)     842.96  (feet)  COMP
 FD0273  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0273
 FD0273  VERT ORDER  -  SECOND    CLASS 0
 FD0273
 FD0273.The horizontal coordinates were scaled from a topographic map and have
 FD0273.an estimated accuracy of +/- 6 seconds.
 FD0273
 FD0273.The orthometric height was determined by differential leveling
 FD0273.and adjusted by the National Geodetic Survey in June 1991..
 FD0273
 FD0273.The geoid height was determined by GEOID03.
 FD0273
 FD0273.The dynamic height is computed by dividing the NAVD 88
 FD0273.geopotential number by the normal gravity value computed on the
 FD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0273.degrees latitude (g = 980.6199 gals.).
 FD0273
 FD0273.The modeled gravity was interpolated from observed gravity values.
 FD0273
 FD0273;                    North         East    Units  Estimated Accuracy
 FD0273;SPC TN       -    95,370.      524,580.      MT  (+/- 180 meters Scaled)
 FD0273
 FD0273                          SUPERSEDED SURVEY CONTROL
 FD0273
 FD0273  NGVD 29 (??/??/92)  257.149  (m)          843.66   (f) ADJ UNCH    2 0
 FD0273
 FD0273.Superseded values are not recommended for survey control.
 FD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0273.See file dsdata.txt to determine how the superseded data were derived.
 FD0273
 FD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED156941(NAD 83)
 FD0273_MARKER: DB = BENCH MARK DISK
 FD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0273_STAMPING: Q 33 1934
 FD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0273+STABILITY: SURFACE MOTION
 FD0273
 FD0273  HISTORY     - Date     Condition        Report By
 FD0273  HISTORY     - 1934     MONUMENTED       CGS
 FD0273
 FD0273                          STATION DESCRIPTION
 FD0273
 FD0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0273'1.5 MI E FROM FRANKEWING.
 FD0273'IN LINCOLN COUNTY, 1.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0273'FRANKEWING, GILES COUNTY, 65 PACES EAST OF THE GILES-LINCOLN
 FD0273'COUNTY LINE, ON THE SUMMIT OF THE LONG HILL, AT THE WEST END OF
 FD0273'A CUT, AND 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 FD0273'STANDARD DISK, STAMPED Q 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0273'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0164 ***********************************************************************
 FD0164  DESIGNATION -  Q 34
 FD0164  PID         -  FD0164
 FD0164  STATE/COUNTY-  TN/LINCOLN
 FD0164  USGS QUAD   -  HUNTLAND (1972)
 FD0164
 FD0164                         *CURRENT SURVEY CONTROL
 FD0164  ___________________________________________________________________
 FD0164* NAD 83(1986)-  35 00 31.     (N)    086 21 50.     (W)     SCALED    
 FD0164* NAVD 88     -       279.557  (meters)     917.18   (feet)  ADJUSTED  
 FD0164  ___________________________________________________________________
 FD0164  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0164  DYNAMIC HT  -         279.280 (meters)     916.27  (feet)  COMP
 FD0164  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 FD0164
 FD0164  VERT ORDER  -  FIRST     CLASS II
 FD0164
 FD0164.The horizontal coordinates were scaled from a topographic map and have
 FD0164.an estimated accuracy of +/- 6 seconds.
 FD0164
 FD0164.The orthometric height was determined by differential leveling
 FD0164.and adjusted by the National Geodetic Survey in June 1991..
 FD0164
 FD0164.The geoid height was determined by GEOID03.
 FD0164
 FD0164.The dynamic height is computed by dividing the NAVD 88
 FD0164.geopotential number by the normal gravity value computed on the
 FD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0164.degrees latitude (g = 980.6199 gals.).
 FD0164
 FD0164.The modeled gravity was interpolated from observed gravity values.
 FD0164
 FD0164;                    North         East    Units  Estimated Accuracy
 FD0164;SPC TN       -    74,990.      566,780.      MT  (+/- 180 meters Scaled)
 FD0164
 FD0164                          SUPERSEDED SURVEY CONTROL
 FD0164
 FD0164  NGVD 29 (??/??/92)  279.517  (m)          917.05   (f) ADJ UNCH    1 2
 FD0164
 FD0164.Superseded values are not recommended for survey control.
 FD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0164.See file dsdata.txt to determine how the superseded data were derived.
 FD0164
 FD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED580741(NAD 83)
 FD0164_MARKER: DB = BENCH MARK DISK
 FD0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0164_SP_SET: BRIDGE
 FD0164_STAMPING: Q 34 1934
 FD0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0164+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 FD0164
 FD0164  HISTORY     - Date     Condition        Report By
 FD0164  HISTORY     - 1934     MONUMENTED       CGS
 FD0164  HISTORY     - 1949     POOR             NGS
 FD0164  HISTORY     - 20050525 GOOD             ALHD
 FD0164
 FD0164                          STATION DESCRIPTION
 FD0164
 FD0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0164'0.5 MI SW FROM ELORA.
 FD0164'0.5 MILE SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0164'LOUIS RAILWAY FROM THE STATION AT ELORA, SET IN THE TOP OF THE
 FD0164'WEST WING WALL AT THE SOUTHWEST END OF A 24-FOOT CONCRETE AND
 FD0164'WOOD BRIDGE NO. 22.3 OVER A SMALL CREEK, 5 FEET NORTHWEST OF THE
 FD0164'NORTHWEST RAIL AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 FD0164
 FD0164                          STATION RECOVERY (2005)
 FD0164
 FD0164'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 FD0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0405 ***********************************************************************
 FE0405  DESIGNATION -  Q 35
 FE0405  PID         -  FE0405
 FE0405  STATE/COUNTY-  TN/MCNAIRY
 FE0405  USGS QUAD   -  STANTONVILLE (1992)
 FE0405
 FE0405                         *CURRENT SURVEY CONTROL
 FE0405  ___________________________________________________________________
 FE0405* NAD 83(1986)-  35 12 20.     (N)    088 27 34.     (W)     SCALED    
 FE0405* NAVD 88     -       153.957  (meters)     505.11   (feet)  ADJUSTED  
 FE0405  ___________________________________________________________________
 FE0405  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0405  DYNAMIC HT  -         153.816 (meters)     504.64  (feet)  COMP
 FE0405  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FE0405
 FE0405  VERT ORDER  -  FIRST     CLASS II
 FE0405
 FE0405.The horizontal coordinates were scaled from a topographic map and have
 FE0405.an estimated accuracy of +/- 6 seconds.
 FE0405
 FE0405.The orthometric height was determined by differential leveling
 FE0405.and adjusted by the National Geodetic Survey in June 1991..
 FE0405
 FE0405.The geoid height was determined by GEOID03.
 FE0405
 FE0405.The dynamic height is computed by dividing the NAVD 88
 FE0405.geopotential number by the normal gravity value computed on the
 FE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0405.degrees latitude (g = 980.6199 gals.).
 FE0405
 FE0405.The modeled gravity was interpolated from observed gravity values.
 FE0405
 FE0405;                    North         East    Units  Estimated Accuracy
 FE0405;SPC TN       -    99,590.      376,070.      MT  (+/- 180 meters Scaled)
 FE0405
 FE0405                          SUPERSEDED SURVEY CONTROL
 FE0405
 FE0405  NGVD 29 (??/??/??)  153.959  (m)          505.11   (f) ADJUSTED    1 2
 FE0405
 FE0405.Superseded values are not recommended for survey control.
 FE0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0405.See file dsdata.txt to determine how the superseded data were derived.
 FE0405
 FE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD671968(NAD 83)
 FE0405_MARKER: DB = BENCH MARK DISK
 FE0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0405_STAMPING: Q 35 1934
 FE0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0405+STABILITY: SURFACE MOTION
 FE0405
 FE0405  HISTORY     - Date     Condition        Report By
 FE0405  HISTORY     - 1934     MONUMENTED       CGS
 FE0405  HISTORY     - 1949     GOOD             CGS
 FE0405
 FE0405                          STATION DESCRIPTION
 FE0405
 FE0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0405'4.5 MI SW FROM ADAMSVILLE.
 FE0405'4.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0405'AT ADAMSVILLE, ABOUT 0.5 MILE SOUTHWEST OF THE CROSSING OF A
 FE0405'POWER TRANSMISSION LINE, ABOUT 0.65 MILE NORTHEAST OF THE
 FE0405'CROSSROADS AT LAWTON, AT THE JUNCTION OF A DRIVE SOUTH TO A FARM
 FE0405'HOUSE, 32.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0405'27 FEET WEST OF THE CENTER LINE OF THE DRIVE SOUTH, 61 FEET
 FE0405'NORTHEAST OF POWER POLE NO. 513, ABOUT 90 YARDS SOUTHWEST OF THE
 FE0405'TOP OF A GRADE AND THE JUNCTION OF A GRAVEL ROAD NORTHWEST,
 FE0405'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 FE0405'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0405'2 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET NORTHWEST OF
 FE0405'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0992 ***********************************************************************
 FD0992  DESIGNATION -  Q 36
 FD0992  PID         -  FD0992
 FD0992  STATE/COUNTY-  TN/WAYNE
 FD0992  USGS QUAD   -  WAYNESBORO (1968)
 FD0992
 FD0992                         *CURRENT SURVEY CONTROL
 FD0992  ___________________________________________________________________
 FD0992* NAD 83(1986)-  35 19 19.     (N)    087 45 37.     (W)     SCALED    
 FD0992* NAVD 88     -       218.771  (meters)     717.75   (feet)  ADJUSTED  
 FD0992  ___________________________________________________________________
 FD0992  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0992  DYNAMIC HT  -         218.566 (meters)     717.08  (feet)  COMP
 FD0992  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FD0992
 FD0992  VERT ORDER  -  SECOND    CLASS 0
 FD0992
 FD0992.The horizontal coordinates were scaled from a topographic map and have
 FD0992.an estimated accuracy of +/- 6 seconds.
 FD0992
 FD0992.The orthometric height was determined by differential leveling
 FD0992.and adjusted by the National Geodetic Survey in June 1991..
 FD0992
 FD0992.The geoid height was determined by GEOID03.
 FD0992
 FD0992.The dynamic height is computed by dividing the NAVD 88
 FD0992.geopotential number by the normal gravity value computed on the
 FD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0992.degrees latitude (g = 980.6199 gals.).
 FD0992
 FD0992.The modeled gravity was interpolated from observed gravity values.
 FD0992
 FD0992;                    North         East    Units  Estimated Accuracy
 FD0992;SPC TN       -   111,130.      439,950.      MT  (+/- 180 meters Scaled)
 FD0992
 FD0992                          SUPERSEDED SURVEY CONTROL
 FD0992
 FD0992  NGVD 29 (??/??/92)  218.746  (m)          717.67   (f) ADJ UNCH    2 0
 FD0992
 FD0992.Superseded values are not recommended for survey control.
 FD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0992.See file dsdata.txt to determine how the superseded data were derived.
 FD0992
 FD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE308090(NAD 83)
 FD0992_MARKER: DB = BENCH MARK DISK
 FD0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0992_STAMPING: Q 36 1934
 FD0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0992+STABILITY: SURFACE MOTION
 FD0992
 FD0992  HISTORY     - Date     Condition        Report By
 FD0992  HISTORY     - 1934     MONUMENTED       CGS
 FD0992  HISTORY     - 1950     GOOD             NGS
 FD0992  HISTORY     - 1962     GOOD             NGS
 FD0992
 FD0992                          STATION DESCRIPTION
 FD0992
 FD0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0992'AT WAYNESBORO.
 FD0992'AT WAYNESBORO, WAYNE COUNTY, ON U.S. HIGHWAY 64, AT THE EIGHT-SPAN
 FD0992'CONCRETE BRIDGE OVER GREEN RIVER, IN THE TOP OF THE CONCRETE
 FD0992'BASE OF THE EAST RAIL ON THE HIGHWAY SIDE, AND 6 FEET SOUTH OF
 FD0992'THE NORTH END OF THE RAIL.  A STANDARD DISK, STAMPED Q 36 1934.
 FD0992
 FD0992                          STATION RECOVERY (1962)
 FD0992
 FD0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0866 ***********************************************************************
 FD0866  DESIGNATION -  Q 37
 FD0866  PID         -  FD0866
 FD0866  STATE/COUNTY-  TN/GILES
 FD0866  USGS QUAD   -  ASPEN HILL (1988)
 FD0866
 FD0866                         *CURRENT SURVEY CONTROL
 FD0866  ___________________________________________________________________
 FD0866* NAD 83(1986)-  35 05 20.     (N)    087 00 13.     (W)     SCALED    
 FD0866* NAVD 88     -       210.010  (meters)     689.01   (feet)  ADJUSTED  
 FD0866  ___________________________________________________________________
 FD0866  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FD0866  DYNAMIC HT  -         209.813 (meters)     688.36  (feet)  COMP
 FD0866  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FD0866
 FD0866  VERT ORDER  -  SECOND    CLASS 0
 FD0866
 FD0866.The horizontal coordinates were scaled from a topographic map and have
 FD0866.an estimated accuracy of +/- 6 seconds.
 FD0866
 FD0866.The orthometric height was determined by differential leveling
 FD0866.and adjusted by the National Geodetic Survey in June 1991..
 FD0866
 FD0866.The geoid height was determined by GEOID03.
 FD0866
 FD0866.The dynamic height is computed by dividing the NAVD 88
 FD0866.geopotential number by the normal gravity value computed on the
 FD0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0866.degrees latitude (g = 980.6199 gals.).
 FD0866
 FD0866.The modeled gravity was interpolated from observed gravity values.
 FD0866
 FD0866;                    North         East    Units  Estimated Accuracy
 FD0866;SPC TN       -    84,300.      508,480.      MT  (+/- 180 meters Scaled)
 FD0866
 FD0866                          SUPERSEDED SURVEY CONTROL
 FD0866
 FD0866  NGVD 29 (??/??/92)  209.968  (m)          688.87   (f) ADJ UNCH    2 0
 FD0866
 FD0866.Superseded values are not recommended for survey control.
 FD0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0866.See file dsdata.txt to determine how the superseded data were derived.
 FD0866
 FD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD996829(NAD 83)
 FD0866_MARKER: DB = BENCH MARK DISK
 FD0866_SETTING: 66 = SET IN ROCK OUTCROP
 FD0866_SP_SET: SET IN ROCK OUTCROP
 FD0866_STAMPING: Q 37 1934
 FD0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0866+STABILITY: POSITION/ELEVATION WELL
 FD0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0866+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0866
 FD0866  HISTORY     - Date     Condition        Report By
 FD0866  HISTORY     - 1934     MONUMENTED       CGS
 FD0866  HISTORY     - 1953     GOOD             TVA
 FD0866  HISTORY     - 20020514 GOOD             TNDT
 FD0866
 FD0866                          STATION DESCRIPTION
 FD0866
 FD0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0866'1 MI S FROM ASPEN HILL.
 FD0866'1 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0866'FROM ASPEN HILL, GILES COUNTY, AT MILEAGE L 273.3, ON THE NORTHEAST
 FD0866'EDGE OF A SOLID ROCK CUT KNOWN AS STRONGS CUT, AND IN THE TOP
 FD0866'OF BEDROCK.  A STANDARD DISK, STAMPED Q 37 1934.  NOTE-- THERE
 FD0866'IS A PAINTED WHITE CROSS AND ARROW ON ROCK.
 FD0866
 FD0866                          STATION RECOVERY (1953)
 FD0866
 FD0866'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0866'RECOVERED IN GOOD CONDITION.
 FD0866
 FD0866                          STATION RECOVERY (2002)
 FD0866
 FD0866'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0711 ***********************************************************************
 GA0711  DESIGNATION -  Q 4
 GA0711  PID         -  GA0711
 GA0711  STATE/COUNTY-  TN/HAWKINS
 GA0711  USGS QUAD   -  STONY POINT (1971)
 GA0711
 GA0711                         *CURRENT SURVEY CONTROL
 GA0711  ___________________________________________________________________
 GA0711* NAD 83(1986)-  36 28 02.     (N)    082 51 11.     (W)     SCALED    
 GA0711* NAVD 88     -       344.746  (meters)    1131.05   (feet)  ADJUSTED  
 GA0711  ___________________________________________________________________
 GA0711  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0711  DYNAMIC HT  -         344.434 (meters)    1130.03  (feet)  COMP
 GA0711  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GA0711
 GA0711  VERT ORDER  -  FIRST     CLASS I
 GA0711
 GA0711.The horizontal coordinates were scaled from a topographic map and have
 GA0711.an estimated accuracy of +/- 6 seconds.
 GA0711
 GA0711.The orthometric height was determined by differential leveling
 GA0711.and adjusted by the National Geodetic Survey in June 1991..
 GA0711.WARNING-Repeat measurements at this control monument indicate possible
 GA0711.vertical movement.
 GA0711
 GA0711.The geoid height was determined by GEOID03.
 GA0711
 GA0711.The dynamic height is computed by dividing the NAVD 88
 GA0711.geopotential number by the normal gravity value computed on the
 GA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0711.degrees latitude (g = 980.6199 gals.).
 GA0711
 GA0711.The modeled gravity was interpolated from observed gravity values.
 GA0711
 GA0711;                    North         East    Units  Estimated Accuracy
 GA0711;SPC TN       -   241,290.      882,010.      MT  (+/- 180 meters Scaled)
 GA0711
 GA0711                          SUPERSEDED SURVEY CONTROL
 GA0711
 GA0711  NGVD 29 (??/??/92)  344.894  (m)         1131.54   (f) ADJ UNCH    1 1
 GA0711
 GA0711.Superseded values are not recommended for survey control.
 GA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0711.See file dsdata.txt to determine how the superseded data were derived.
 GA0711
 GA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA339373(NAD 83)
 GA0711_MARKER: DB = BENCH MARK DISK
 GA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0711_STAMPING: Q 4 1930 1131.940
 GA0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0711+STABILITY: SURFACE MOTION
 GA0711
 GA0711  HISTORY     - Date     Condition        Report By
 GA0711  HISTORY     - 1930     MONUMENTED       CGS
 GA0711  HISTORY     - 1967     GOOD             NGS
 GA0711
 GA0711                          STATION DESCRIPTION
 GA0711
 GA0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0711'AT SURGOINSVILLE.
 GA0711'AT SURGOINSVILLE, 122 YARDS SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GA0711'COMPANY RAILROAD FROM THE POST OFFICE, 0.4 MILE NORTHEAST OF
 GA0711'MILEPOST 64, 96 YARDS NORTHEAST OF THE EAST CORNER OF AN
 GA0711'ABANDONED WATER TANK FOUNDATION.  15 FEET NORTHWEST OF THE
 GA0711'NORTHWEST RAIL OF THE TRACK, 59 1/2 FEET EAST OF A POLE, 1 1/2
 GA0711'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GA0711'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GA0711'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1157 ***********************************************************************
 FC1157  DESIGNATION -  Q 40
 FC1157  PID         -  FC1157
 FC1157  STATE/COUNTY-  TN/MARION
 FC1157  USGS QUAD   -  KETNER GAP (1976)
 FC1157
 FC1157                         *CURRENT SURVEY CONTROL
 FC1157  ___________________________________________________________________
 FC1157* NAD 83(1986)-  35 10 57.     (N)    085 25 55.     (W)     SCALED    
 FC1157* NAVD 88     -       627.696  (meters)    2059.37   (feet)  ADJUSTED  
 FC1157  ___________________________________________________________________
 FC1157  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1157  DYNAMIC HT  -         627.055 (meters)    2057.26  (feet)  COMP
 FC1157  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 FC1157
 FC1157  VERT ORDER  -  SECOND    CLASS 0
 FC1157
 FC1157.The horizontal coordinates were scaled from a topographic map and have
 FC1157.an estimated accuracy of +/- 6 seconds.
 FC1157
 FC1157.The orthometric height was determined by differential leveling
 FC1157.and adjusted by the National Geodetic Survey in June 1991..
 FC1157
 FC1157.The geoid height was determined by GEOID03.
 FC1157
 FC1157.The dynamic height is computed by dividing the NAVD 88
 FC1157.geopotential number by the normal gravity value computed on the
 FC1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1157.degrees latitude (g = 980.6199 gals.).
 FC1157
 FC1157.The modeled gravity was interpolated from observed gravity values.
 FC1157
 FC1157;                    North         East    Units  Estimated Accuracy
 FC1157;SPC TN       -    94,370.      651,740.      MT  (+/- 180 meters Scaled)
 FC1157
 FC1157                          SUPERSEDED SURVEY CONTROL
 FC1157
 FC1157  NGVD 29 (??/??/92)  627.712  (m)         2059.42   (f) ADJ UNCH    2 0
 FC1157
 FC1157.Superseded values are not recommended for survey control.
 FC1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1157.See file dsdata.txt to determine how the superseded data were derived.
 FC1157
 FC1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD427944(NAD 83)
 FC1157_MARKER: DB = BENCH MARK DISK
 FC1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1157_STAMPING: Q 40 1934
 FC1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1157+STABILITY: SURFACE MOTION
 FC1157
 FC1157  HISTORY     - Date     Condition        Report By
 FC1157  HISTORY     - 1934     MONUMENTED       CGS
 FC1157
 FC1157                          STATION DESCRIPTION
 FC1157
 FC1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1157'14.2 MI W FROM CHATTANOOGA.
 FC1157'IN MARION COUNTY, 14.2 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1157'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1157'HAMILTON COUNTY, ON THE SUMMIT OF SIGNAL MOUNTAIN, 60 FEET
 FC1157'WEST OF THE MONUMENT TO JUDGE M.M. ALLISON, AND 6 INCHES INSIDE
 FC1157'THE FENCE LINE.  A STANDARD DISK, STAMPED Q 40 1934 AND SET
 FC1157'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1724 ***********************************************************************
 FB1724  DESIGNATION -  Q 41
 FB1724  PID         -  FB1724
 FB1724  STATE/COUNTY-  TN/KNOX
 FB1724  USGS QUAD   -  KNOXVILLE (1978)
 FB1724
 FB1724                         *CURRENT SURVEY CONTROL
 FB1724  ___________________________________________________________________
 FB1724* NAD 83(1986)-  35 55 00.     (N)    083 53 24.     (W)     SCALED    
 FB1724* NAVD 88     -       288.530  (meters)     946.62   (feet)  ADJUSTED  
 FB1724  ___________________________________________________________________
 FB1724  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1724  DYNAMIC HT  -         288.264 (meters)     945.75  (feet)  COMP
 FB1724  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FB1724
 FB1724  VERT ORDER  -  SECOND    CLASS 0
 FB1724
 FB1724.The horizontal coordinates were scaled from a topographic map and have
 FB1724.an estimated accuracy of +/- 6 seconds.
 FB1724
 FB1724.The orthometric height was determined by differential leveling
 FB1724.and adjusted by the National Geodetic Survey in June 1991..
 FB1724
 FB1724.The geoid height was determined by GEOID03.
 FB1724
 FB1724.The dynamic height is computed by dividing the NAVD 88
 FB1724.geopotential number by the normal gravity value computed on the
 FB1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1724.degrees latitude (g = 980.6199 gals.).
 FB1724
 FB1724.The modeled gravity was interpolated from observed gravity values.
 FB1724
 FB1724;                    North         East    Units  Estimated Accuracy
 FB1724;SPC TN       -   177,720.      790,420.      MT  (+/- 180 meters Scaled)
 FB1724
 FB1724                          SUPERSEDED SURVEY CONTROL
 FB1724
 FB1724  NGVD 29 (??/??/92)  288.663  (m)          947.06   (f) ADJ UNCH    2 0
 FB1724
 FB1724.Superseded values are not recommended for survey control.
 FB1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1724.See file dsdata.txt to determine how the superseded data were derived.
 FB1724
 FB1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV392785(NAD 83)
 FB1724_MARKER: DB = BENCH MARK DISK
 FB1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1724_STAMPING: Q 41 1934
 FB1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1724+STABILITY: SURFACE MOTION
 FB1724
 FB1724  HISTORY     - Date     Condition        Report By
 FB1724  HISTORY     - 1934     MONUMENTED       CGS
 FB1724  HISTORY     - 1950     GOOD             NGS
 FB1724  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1724
 FB1724                          STATION DESCRIPTION
 FB1724
 FB1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1724'3.5 MI SE FROM KNOXVILLE.
 FB1724'3.5 MILES SOUTHEAST ALONG THE TENNESSEE AND NORTH CAROLINA
 FB1724'RAILWAY FROM KNOXVILLE, 175 FEET WEST OF A COUNTY ROAD CROSSING,
 FB1724'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 25 FEET WEST FROM
 FB1724'A PRIVATE DRIVE.  A STANDARD DISK, STAMPED Q 41 1934 AND SET
 FB1724'IN THE TOP OF A CONCRETE POST.
 FB1724
 FB1724                          STATION RECOVERY (1982)
 FB1724
 FB1724'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0983 ***********************************************************************
 FC0983  DESIGNATION -  Q 42
 FC0983  PID         -  FC0983
 FC0983  STATE/COUNTY-  TN/CUMBERLAND
 FC0983  USGS QUAD   -  VANDEVER (1988)
 FC0983
 FC0983                         *CURRENT SURVEY CONTROL
 FC0983  ___________________________________________________________________
 FC0983* NAD 83(1986)-  35 46 21.     (N)    085 01 04.     (W)     SCALED    
 FC0983* NAVD 88     -       297.515  (meters)     976.10   (feet)  ADJUSTED  
 FC0983  ___________________________________________________________________
 FC0983  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FC0983  DYNAMIC HT  -         297.237 (meters)     975.19  (feet)  COMP
 FC0983  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 FC0983
 FC0983  VERT ORDER  -  SECOND    CLASS 0
 FC0983
 FC0983.The horizontal coordinates were scaled from a topographic map and have
 FC0983.an estimated accuracy of +/- 6 seconds.
 FC0983
 FC0983.The orthometric height was determined by differential leveling
 FC0983.and adjusted by the National Geodetic Survey in June 1991..
 FC0983
 FC0983.The geoid height was determined by GEOID03.
 FC0983
 FC0983.The dynamic height is computed by dividing the NAVD 88
 FC0983.geopotential number by the normal gravity value computed on the
 FC0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0983.degrees latitude (g = 980.6199 gals.).
 FC0983
 FC0983.The modeled gravity was interpolated from observed gravity values.
 FC0983
 FC0983;                    North         East    Units  Estimated Accuracy
 FC0983;SPC TN       -   160,120.      688,810.      MT  (+/- 180 meters Scaled)
 FC0983
 FC0983                          SUPERSEDED SURVEY CONTROL
 FC0983
 FC0983  NGVD 29 (??/??/92)  297.570  (m)          976.28   (f) ADJ UNCH    2 0
 FC0983
 FC0983.Superseded values are not recommended for survey control.
 FC0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0983.See file dsdata.txt to determine how the superseded data were derived.
 FC0983
 FC0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE791605(NAD 83)
 FC0983_MARKER: DB = BENCH MARK DISK
 FC0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0983_STAMPING: Q 42 1934
 FC0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0983+STABILITY: SURFACE MOTION
 FC0983
 FC0983  HISTORY     - Date     Condition        Report By
 FC0983  HISTORY     - 1934     MONUMENTED       CGS
 FC0983  HISTORY     - 1934     GOOD             NGS
 FC0983
 FC0983                          STATION DESCRIPTION
 FC0983
 FC0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0983'3.9 MI N FROM MELVINE.
 FC0983'IN CUMBERLAND COUNTY, 3.9 MILES NORTH ALONG STATE HIGHWAY 28
 FC0983'FROM MELVINE, BLEDSOE COUNTY, IN A VALLEY ABOUT 400 FEET NORTH OF
 FC0983'THE BRIDGE OVER SEQUATCHIE RIVER, 25 FEET WEST OF THE CENTERLINE
 FC0983'OF THE HIGHWAY, 35 FEET EAST OF THE RIVER, AND 6 FEET NORTH OF
 FC0983'A BARNYARD FENCE.  A STANDARD DISK, STAMPED Q 42 1934 AND SET
 FC0983'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1209 ***********************************************************************
 FC1209  DESIGNATION -  Q 44
 FC1209  PID         -  FC1209
 FC1209  STATE/COUNTY-  TN/RHEA
 FC1209  USGS QUAD   -  GRAYSVILLE (1990)
 FC1209
 FC1209                         *CURRENT SURVEY CONTROL
 FC1209  ___________________________________________________________________
 FC1209* NAD 83(1986)-  35 29 42.     (N)    085 00 43.     (W)     SCALED    
 FC1209* NAVD 88     -       213.624  (meters)     700.86   (feet)  ADJUSTED  
 FC1209  ___________________________________________________________________
 FC1209  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1209  DYNAMIC HT  -         213.420 (meters)     700.20  (feet)  COMP
 FC1209  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 FC1209
 FC1209  VERT ORDER  -  FIRST     CLASS II
 FC1209
 FC1209.The horizontal coordinates were scaled from a topographic map and have
 FC1209.an estimated accuracy of +/- 6 seconds.
 FC1209
 FC1209.The orthometric height was determined by differential leveling
 FC1209.and adjusted by the National Geodetic Survey in June 1991..
 FC1209
 FC1209.The geoid height was determined by GEOID03.
 FC1209
 FC1209.The dynamic height is computed by dividing the NAVD 88
 FC1209.geopotential number by the normal gravity value computed on the
 FC1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1209.degrees latitude (g = 980.6199 gals.).
 FC1209
 FC1209.The modeled gravity was interpolated from observed gravity values.
 FC1209
 FC1209;                    North         East    Units  Estimated Accuracy
 FC1209;SPC TN       -   129,340.      689,650.      MT  (+/- 180 meters Scaled)
 FC1209
 FC1209                          SUPERSEDED SURVEY CONTROL
 FC1209
 FC1209  NGVD 29 (??/??/92)  213.702  (m)          701.12   (f) ADJ UNCH    1 2
 FC1209
 FC1209.Superseded values are not recommended for survey control.
 FC1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1209.See file dsdata.txt to determine how the superseded data were derived.
 FC1209
 FC1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE803297(NAD 83)
 FC1209_MARKER: DB = BENCH MARK DISK
 FC1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1209_SP_SET: FOUNDATION
 FC1209_STAMPING: Q 44 1934
 FC1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1209
 FC1209  HISTORY     - Date     Condition        Report By
 FC1209  HISTORY     - 1934     MONUMENTED       CGS
 FC1209  HISTORY     - 1950     GOOD             NGS
 FC1209  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1209
 FC1209                          STATION DESCRIPTION
 FC1209
 FC1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1209'AT DAYTON.
 FC1209'AT DAYTON, AT THE EAST CORNER OF THE AMERICAN NATIONAL BANK
 FC1209'BUILDING, 12 FEET NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY
 FC1209'27, 8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF A STREET, 0.4 FOOT
 FC1209'NORTHEAST OF THE NORTHEAST FACE OF THE BANK BUILDING, 3 FEET
 FC1209'NORTHWEST OF THE EAST CORNER OF THE BUILDING, AND SET IN THE
 FC1209'TOP OF A BENCH FORMED BY FOUNDATION OF BANK BUILDING.  THIS
 FC1209'BENCH MARK IS LOCATED IN A POSITION SO THAT PEOPLE LOITERING
 FC1209'AROUND THE STREET CORNER STAND OR SIT ON IT.  THIS HAS CAUSED THE
 FC1209'DISK TO WEAR UNTIL THE STAMPING IS HARDLY LEGIBLE AND IN A FEW
 FC1209'YEAR IT PROBABLY WONT BE LEGIBLE AT ALL.
 FC1209
 FC1209                          STATION RECOVERY (1972)
 FC1209
 FC1209'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2304 ***********************************************************************
 GA2304  DESIGNATION -  Q 45
 GA2304  PID         -  GA2304
 GA2304  STATE/COUNTY-  TN/UNION
 GA2304  USGS QUAD   -  LUTTRELL (1988)
 GA2304
 GA2304                         *CURRENT SURVEY CONTROL
 GA2304  ___________________________________________________________________
 GA2304* NAD 83(1986)-  36 12 53.     (N)    083 43 22.     (W)     SCALED    
 GA2304* NAVD 88     -       336.742  (meters)    1104.79   (feet)  ADJUSTED  
 GA2304  ___________________________________________________________________
 GA2304  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2304  DYNAMIC HT  -         336.432 (meters)    1103.78  (feet)  COMP
 GA2304  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 GA2304
 GA2304  VERT ORDER  -  SECOND    CLASS 0
 GA2304
 GA2304.The horizontal coordinates were scaled from a topographic map and have
 GA2304.an estimated accuracy of +/- 6 seconds.
 GA2304
 GA2304.The orthometric height was determined by differential leveling
 GA2304.and adjusted by the National Geodetic Survey in June 1991..
 GA2304
 GA2304.The geoid height was determined by GEOID03.
 GA2304
 GA2304.The dynamic height is computed by dividing the NAVD 88
 GA2304.geopotential number by the normal gravity value computed on the
 GA2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2304.degrees latitude (g = 980.6199 gals.).
 GA2304
 GA2304.The modeled gravity was interpolated from observed gravity values.
 GA2304
 GA2304;                    North         East    Units  Estimated Accuracy
 GA2304;SPC TN       -   211,120.      804,740.      MT  (+/- 180 meters Scaled)
 GA2304
 GA2304                          SUPERSEDED SURVEY CONTROL
 GA2304
 GA2304  NGVD 29 (??/??/92)  336.810  (m)         1105.02   (f) ADJ UNCH    2 0
 GA2304
 GA2304.Superseded values are not recommended for survey control.
 GA2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2304.See file dsdata.txt to determine how the superseded data were derived.
 GA2304
 GA2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA552112(NAD 83)
 GA2304_MARKER: DB = BENCH MARK DISK
 GA2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2304_STAMPING: Q 45 1934
 GA2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2304+STABILITY: SURFACE MOTION
 GA2304
 GA2304  HISTORY     - Date     Condition        Report By
 GA2304  HISTORY     - 1934     MONUMENTED       CGS
 GA2304  HISTORY     - 1949     GOOD             NGS
 GA2304
 GA2304                          STATION DESCRIPTION
 GA2304
 GA2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2304'1.8 MI NE FROM LUTTRELL.
 GA2304'1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM LUTTRELL,
 GA2304'UNION COUNTY, 1.5 NORTHEAST BY ROAD FROM CEDAR FORD CHURCH, 0.2
 GA2304'MILE NORTHEAST OF MILEPOST 23, AT A COUNTY-ROAD CROSSING, 53 FEET
 GA2304'SOUTHEAST OF THE CENTER OF THE CROSSING, 21 FEET SOUTH OF THE
 GA2304'SOUTH RAIL, 22 FEET SOUTHEAST OF A FENCE CORNER, AND 5 FEET SOUTH
 GA2304'OF A WIRE FENCE.  A STANDARD DISK, STAMPED Q 45 1934 AND SET IN
 GA2304'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1734 ***********************************************************************
 FB1734  DESIGNATION -  Q 46
 FB1734  PID         -  FB1734
 FB1734  STATE/COUNTY-  TN/SEVIER
 FB1734  USGS QUAD   -  BOYDS CREEK (1986)
 FB1734
 FB1734                         *CURRENT SURVEY CONTROL
 FB1734  ___________________________________________________________________
 FB1734* NAD 83(1986)-  35 55 36.     (N)    083 39 07.     (W)     SCALED    
 FB1734* NAVD 88     -       273.362  (meters)     896.86   (feet)  ADJUSTED  
 FB1734  ___________________________________________________________________
 FB1734  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB1734  DYNAMIC HT  -         273.108 (meters)     896.02  (feet)  COMP
 FB1734  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FB1734
 FB1734  VERT ORDER  -  SECOND    CLASS 0
 FB1734
 FB1734.The horizontal coordinates were scaled from a topographic map and have
 FB1734.an estimated accuracy of +/- 6 seconds.
 FB1734
 FB1734.The orthometric height was determined by differential leveling
 FB1734.and adjusted by the National Geodetic Survey in June 1991..
 FB1734
 FB1734.The geoid height was determined by GEOID03.
 FB1734
 FB1734.The dynamic height is computed by dividing the NAVD 88
 FB1734.geopotential number by the normal gravity value computed on the
 FB1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1734.degrees latitude (g = 980.6199 gals.).
 FB1734
 FB1734.The modeled gravity was interpolated from observed gravity values.
 FB1734
 FB1734;                    North         East    Units  Estimated Accuracy
 FB1734;SPC TN       -   179,320.      811,870.      MT  (+/- 180 meters Scaled)
 FB1734
 FB1734                          SUPERSEDED SURVEY CONTROL
 FB1734
 FB1734  NGVD 29 (??/??/92)  273.499  (m)          897.30   (f) ADJ UNCH    2 0
 FB1734
 FB1734.Superseded values are not recommended for survey control.
 FB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1734.See file dsdata.txt to determine how the superseded data were derived.
 FB1734
 FB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV607790(NAD 83)
 FB1734_MARKER: DB = BENCH MARK DISK
 FB1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1734_STAMPING: Q 46 1934
 FB1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1734+STABILITY: SURFACE MOTION
 FB1734
 FB1734  HISTORY     - Date     Condition        Report By
 FB1734  HISTORY     - 1934     MONUMENTED       CGS
 FB1734  HISTORY     - 1949     GOOD             TVA
 FB1734  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1734
 FB1734                          STATION DESCRIPTION
 FB1734
 FB1734'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FB1734'7.8 MI NW FROM SEVIERVILLE.
 FB1734'7.8 MILES NORTHWEST ALONG THE SMOKY MOUNTAIN RAILROAD FROM
 FB1734'THE COUNTY COURTHOUSE AT SEVIERVILLE, SEVIER COUNTY, ABOUT
 FB1734'2 1/2 RAILS EAST OF THE WOODEN TRESTLE OVER BOYDS CREEK, AND 9
 FB1734'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED Q 46 1934
 FB1734'AND SET IN THE TOP OF A CONCRETE POST.
 FB1734
 FB1734                          STATION RECOVERY (1972)
 FB1734
 FB1734'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0971 ***********************************************************************
 GB0971  DESIGNATION -  Q 48
 GB0971  PID         -  GB0971
 GB0971  STATE/COUNTY-  TN/FENTRESS
 GB0971  USGS QUAD   -  JAMESTOWN (1979)
 GB0971
 GB0971                         *CURRENT SURVEY CONTROL
 GB0971  ___________________________________________________________________
 GB0971* NAD 83(1986)-  36 22 51.     (N)    084 53 06.     (W)     SCALED    
 GB0971* NAVD 88     -       511.245  (meters)    1677.31   (feet)  ADJUSTED  
 GB0971  ___________________________________________________________________
 GB0971  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GB0971  DYNAMIC HT  -         510.798 (meters)    1675.84  (feet)  COMP
 GB0971  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 GB0971
 GB0971  VERT ORDER  -  SECOND    CLASS 0
 GB0971
 GB0971.The horizontal coordinates were scaled from a topographic map and have
 GB0971.an estimated accuracy of +/- 6 seconds.
 GB0971
 GB0971.The orthometric height was determined by differential leveling
 GB0971.and adjusted by the National Geodetic Survey in June 1991..
 GB0971
 GB0971.The geoid height was determined by GEOID03.
 GB0971
 GB0971.The dynamic height is computed by dividing the NAVD 88
 GB0971.geopotential number by the normal gravity value computed on the
 GB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0971.degrees latitude (g = 980.6199 gals.).
 GB0971
 GB0971.The modeled gravity was interpolated from observed gravity values.
 GB0971
 GB0971;                    North         East    Units  Estimated Accuracy
 GB0971;SPC TN       -   227,740.      700,040.      MT  (+/- 180 meters Scaled)
 GB0971
 GB0971                          SUPERSEDED SURVEY CONTROL
 GB0971
 GB0971  NGVD 29 (??/??/92)  511.350  (m)         1677.65   (f) ADJ UNCH    2 0
 GB0971
 GB0971.Superseded values are not recommended for survey control.
 GB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0971.See file dsdata.txt to determine how the superseded data were derived.
 GB0971
 GB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF897282(NAD 83)
 GB0971_MARKER: DB = BENCH MARK DISK
 GB0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0971_STAMPING: Q 48 1934
 GB0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0971+STABILITY: SURFACE MOTION
 GB0971
 GB0971  HISTORY     - Date     Condition        Report By
 GB0971  HISTORY     - 1934     MONUMENTED       CGS
 GB0971
 GB0971                          STATION DESCRIPTION
 GB0971
 GB0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0971'AT ALLARDT.
 GB0971'AT ALLARDT, FENTRESS COUNTY, ON STATE HIGHWAY 52, 800 FEET
 GB0971'WEST OF THE POST OFFICE, 85 FEET WEST OF THE CROSSROAD, 42 FEET
 GB0971'NORTH OF THE CENTERINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A
 GB0971'FENCE.  A STANDARD DISK, STAMPED Q 48 1934 AND SET IN THE TOP
 GB0971'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0540 ***********************************************************************
 GB0540  DESIGNATION -  Q 49
 GB0540  PID         -  GB0540
 GB0540  STATE/COUNTY-  TN/SCOTT
 GB0540  USGS QUAD   -  HUNTSVILLE (1987)
 GB0540
 GB0540                         *CURRENT SURVEY CONTROL
 GB0540  ___________________________________________________________________
 GB0540* NAD 83(1986)-  36 22 45.     (N)    084 23 59.     (W)     SCALED    
 GB0540* NAVD 88     -       452.570  (meters)    1484.81   (feet)  ADJUSTED  
 GB0540  ___________________________________________________________________
 GB0540  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB0540  DYNAMIC HT  -         452.175 (meters)    1483.51  (feet)  COMP
 GB0540  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 GB0540
 GB0540  VERT ORDER  -  SECOND    CLASS 0
 GB0540
 GB0540.The horizontal coordinates were scaled from a topographic map and have
 GB0540.an estimated accuracy of +/- 6 seconds.
 GB0540
 GB0540.The orthometric height was determined by differential leveling
 GB0540.and adjusted by the National Geodetic Survey in June 1991..
 GB0540
 GB0540.The geoid height was determined by GEOID03.
 GB0540
 GB0540.The dynamic height is computed by dividing the NAVD 88
 GB0540.geopotential number by the normal gravity value computed on the
 GB0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0540.degrees latitude (g = 980.6199 gals.).
 GB0540
 GB0540.The modeled gravity was interpolated from observed gravity values.
 GB0540
 GB0540;                    North         East    Units  Estimated Accuracy
 GB0540;SPC TN       -   228,160.      743,590.      MT  (+/- 180 meters Scaled)
 GB0540
 GB0540                          SUPERSEDED SURVEY CONTROL
 GB0540
 GB0540  NGVD 29 (??/??/92)  452.688  (m)         1485.19   (f) ADJ UNCH    2 0
 GB0540
 GB0540.Superseded values are not recommended for survey control.
 GB0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0540.See file dsdata.txt to determine how the superseded data were derived.
 GB0540
 GB0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF332291(NAD 83)
 GB0540_MARKER: DB = BENCH MARK DISK
 GB0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0540_STAMPING: Q 49 1934
 GB0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0540+STABILITY: SURFACE MOTION
 GB0540
 GB0540  HISTORY     - Date     Condition        Report By
 GB0540  HISTORY     - 1934     MONUMENTED       CGS
 GB0540
 GB0540                          STATION DESCRIPTION
 GB0540
 GB0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0540'6 MI E FROM HUNTSVILLE.
 GB0540'6.0 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0540'COUNTY, 160 FEET EAST OF A WHITE CHURCH, 30 FEET NORTH OF THE
 GB0540'CENTERLINE OF THE HIGHWAY, AND AT THE EDGE OF THE TIMBER.  A
 GB0540'STANDARD DISK, STAMPED Q 49 1934 AND SET IN THE TOP OF A CONCRETE
 GB0540'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0588 ***********************************************************************
 GB0588  DESIGNATION -  Q 50
 GB0588  PID         -  GB0588
 GB0588  STATE/COUNTY-  TN/CAMPBELL
 GB0588  USGS QUAD   -  JACKSBORO (1991)
 GB0588
 GB0588                         *CURRENT SURVEY CONTROL
 GB0588  ___________________________________________________________________
 GB0588* NAD 83(1986)-  36 16 18.     (N)    084 11 45.     (W)     SCALED    
 GB0588* NAVD 88     -       329.599  (meters)    1081.36   (feet)  ADJUSTED  
 GB0588  ___________________________________________________________________
 GB0588  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0588  DYNAMIC HT  -         329.305 (meters)    1080.39  (feet)  COMP
 GB0588  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB0588
 GB0588  VERT ORDER  -  SECOND    CLASS 0
 GB0588
 GB0588.The horizontal coordinates were scaled from a topographic map and have
 GB0588.an estimated accuracy of +/- 6 seconds.
 GB0588
 GB0588.The orthometric height was determined by differential leveling
 GB0588.and adjusted by the National Geodetic Survey in June 1991..
 GB0588
 GB0588.The geoid height was determined by GEOID03.
 GB0588
 GB0588.The dynamic height is computed by dividing the NAVD 88
 GB0588.geopotential number by the normal gravity value computed on the
 GB0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0588.degrees latitude (g = 980.6199 gals.).
 GB0588
 GB0588.The modeled gravity was interpolated from observed gravity values.
 GB0588
 GB0588;                    North         East    Units  Estimated Accuracy
 GB0588;SPC TN       -   216,550.      762,100.      MT  (+/- 180 meters Scaled)
 GB0588
 GB0588                          SUPERSEDED SURVEY CONTROL
 GB0588
 GB0588  NGVD 29 (??/??/92)  329.709  (m)         1081.72   (f) ADJ UNCH    2 0
 GB0588
 GB0588.Superseded values are not recommended for survey control.
 GB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0588.See file dsdata.txt to determine how the superseded data were derived.
 GB0588
 GB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF518177(NAD 83)
 GB0588_MARKER: DB = BENCH MARK DISK
 GB0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0588_SP_SET: FOUNDATION
 GB0588_STAMPING: Q 50 1934
 GB0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0588
 GB0588  HISTORY     - Date     Condition        Report By
 GB0588  HISTORY     - 1934     MONUMENTED       CGS
 GB0588  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0588  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0588
 GB0588                          STATION DESCRIPTION
 GB0588
 GB0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0588'AT VASPER.
 GB0588'AT VASPER, CAMPBELL COUNTY, AT THE NORTH PORTAL OF THE LOUISVILLE
 GB0588'AND NASHVILLE RAILROAD TUNNEL, IN THE TOP OF THE CONCRETE FOUNDATION,
 GB0588'1 FOOT EAST OF THE WEST EDGE OF THE FOUNDATION, AND 1 FOOT NORTH
 GB0588'OF THE FACE OF AN OFFSET IN THE WALL.  A STANDARD DISK, STAMPED
 GB0588'Q 50 1934.  NOTE-- MARK WAS COVERED BY SLIDE.
 GB0588
 GB0588                          STATION RECOVERY (1973)
 GB0588
 GB0588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2619 ***********************************************************************
 GA2619  DESIGNATION -  Q 51
 GA2619  PID         -  GA2619
 GA2619  STATE/COUNTY-  TN/CLAIBORNE
 GA2619  USGS QUAD   -  EAGAN (1953)
 GA2619
 GA2619                         *CURRENT SURVEY CONTROL
 GA2619  ___________________________________________________________________
 GA2619* NAD 83(1986)-  36 34 10.     (N)    083 55 31.     (W)     SCALED    
 GA2619* NAVD 88     -       348.278  (meters)    1142.64   (feet)  ADJUSTED  
 GA2619  ___________________________________________________________________
 GA2619  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GA2619  DYNAMIC HT  -         347.974 (meters)    1141.64  (feet)  COMP
 GA2619  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 GA2619
 GA2619  VERT ORDER  -  SECOND    CLASS 0
 GA2619
 GA2619.The horizontal coordinates were scaled from a topographic map and have
 GA2619.an estimated accuracy of +/- 6 seconds.
 GA2619
 GA2619.The orthometric height was determined by differential leveling
 GA2619.and adjusted by the National Geodetic Survey in June 1991..
 GA2619
 GA2619.The geoid height was determined by GEOID03.
 GA2619
 GA2619.The dynamic height is computed by dividing the NAVD 88
 GA2619.geopotential number by the normal gravity value computed on the
 GA2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2619.degrees latitude (g = 980.6199 gals.).
 GA2619
 GA2619.The modeled gravity was interpolated from observed gravity values.
 GA2619
 GA2619;                    North         East    Units  Estimated Accuracy
 GA2619;SPC TN       -   250,070.      785,700.      MT  (+/- 180 meters Scaled)
 GA2619
 GA2619                          SUPERSEDED SURVEY CONTROL
 GA2619
 GA2619  NGVD 29 (??/??/92)  348.416  (m)         1143.09   (f) ADJ UNCH    2 0
 GA2619
 GA2619.Superseded values are not recommended for survey control.
 GA2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2619.See file dsdata.txt to determine how the superseded data were derived.
 GA2619
 GA2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA382510(NAD 83)
 GA2619_MARKER: DB = BENCH MARK DISK
 GA2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2619_STAMPING: Q 51 1934
 GA2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2619+STABILITY: SURFACE MOTION
 GA2619
 GA2619  HISTORY     - Date     Condition        Report By
 GA2619  HISTORY     - 1934     MONUMENTED       CGS
 GA2619  HISTORY     - 1951     GOOD             NGS
 GA2619  HISTORY     - 1980     POOR             LOCSUR
 GA2619
 GA2619                          STATION DESCRIPTION
 GA2619
 GA2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2619'2 MI SW FROM PRUDEN.
 GA2619'2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2619'AT PRUDEN, ABOUT 0.8 MILE SOUTHWEST OF A BLACK TOP ROAD CROSSING
 GA2619'AT VALLEY CREEK, ABOUT 16 RAILS SOUTHWEST OF MILE POST 81, AT
 GA2619'A POINT WHERE STATE HIGHWAY 90 PARALLELS THE TRACK AND THE
 GA2619'JUNCTION OF STATE HIGHWAY 90 AND A GRAVEL ROAD NORTHWEST, 43 FEET
 GA2619'SOUTHEAST OF THE SOUTHEAST RAIL, 217 FEET SOUTH AND ACROSS THE
 GA2619'TRACK FROM THE JUNCTION OF HIGHWAY 90 AND GRAVEL ROAD NORTHWEST,
 GA2619'20 FEET WEST OF TELEPHONE POLE NO. 328, 1 1/2 FEET NORTHWEST OF
 GA2619'A FENCE LINE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GA2619'ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 GA2619'POST PROJECTING 4 INCHES.
 GA2619
 GA2619                          STATION RECOVERY (1980)
 GA2619
 GA2619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA2619'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0382 ***********************************************************************
 GA0382  DESIGNATION -  Q 52
 GA0382  PID         -  GA0382
 GA0382  STATE/COUNTY-  TN/UNICOI
 GA0382  USGS QUAD   -  UNICOI (1978)
 GA0382
 GA0382                         *CURRENT SURVEY CONTROL
 GA0382  ___________________________________________________________________
 GA0382* NAD 83(1986)-  36 13 32.     (N)    082 20 18.     (W)     SCALED    
 GA0382* NAVD 88     -       573.776  (meters)    1882.46   (feet)  ADJUSTED  
 GA0382  ___________________________________________________________________
 GA0382  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0382  DYNAMIC HT  -         573.215 (meters)    1880.62  (feet)  COMP
 GA0382  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 GA0382
 GA0382  VERT ORDER  -  SECOND    CLASS 0
 GA0382
 GA0382.The horizontal coordinates were scaled from a topographic map and have
 GA0382.an estimated accuracy of +/- 6 seconds.
 GA0382
 GA0382.The orthometric height was determined by differential leveling
 GA0382.and adjusted by the National Geodetic Survey in June 1991..
 GA0382
 GA0382.The geoid height was determined by GEOID03.
 GA0382
 GA0382.The dynamic height is computed by dividing the NAVD 88
 GA0382.geopotential number by the normal gravity value computed on the
 GA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0382.degrees latitude (g = 980.6199 gals.).
 GA0382
 GA0382.The modeled gravity was interpolated from observed gravity values.
 GA0382
 GA0382;                    North         East    Units  Estimated Accuracy
 GA0382;SPC TN       -   216,100.      929,120.      MT  (+/- 180 meters Scaled)
 GA0382
 GA0382                          SUPERSEDED SURVEY CONTROL
 GA0382
 GA0382  NGVD 29 (??/??/92)  573.888  (m)         1882.83   (f) ADJ UNCH    2 0
 GA0382
 GA0382.Superseded values are not recommended for survey control.
 GA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0382.See file dsdata.txt to determine how the superseded data were derived.
 GA0382
 GA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA797097(NAD 83)
 GA0382_MARKER: DB = BENCH MARK DISK
 GA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0382_STAMPING: Q 52 1934
 GA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0382+STABILITY: SURFACE MOTION
 GA0382
 GA0382  HISTORY     - Date     Condition        Report By
 GA0382  HISTORY     - 1934     MONUMENTED       CGS
 GA0382  HISTORY     - 1935     GOOD             NGS
 GA0382
 GA0382                          STATION DESCRIPTION
 GA0382
 GA0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0382'2.4 MI N FROM UNICOI.
 GA0382'2.4 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 GA0382'AT UNICOI, UNICOI COUNTY, 24 FEET SOUTH OF A PRIVATE-ROAD
 GA0382'CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 GA0382'EAST OF A FENCE.  A STANDARD DISK, STAMPED Q 52 1934 AND SET IN
 GA0382'THE TOP OF A CONCRETE POST.
 GA0382
 GA0382                          STATION RECOVERY (1935)
 GA0382
 GA0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1209 ***********************************************************************
 FB1209  DESIGNATION -  Q 53 A
 FB1209  PID         -  FB1209
 FB1209  STATE/COUNTY-  TN/SEVIER
 FB1209  USGS QUAD   -  CLINGMANS DOME (1964)
 FB1209
 FB1209                         *CURRENT SURVEY CONTROL
 FB1209  ___________________________________________________________________
 FB1209* NAD 83(1986)-  35 37 26.     (N)    083 26 43.     (W)     SCALED    
 FB1209* NAVD 88     -      1218.571  (meters)    3997.93   (feet)  ADJUSTED  
 FB1209  ___________________________________________________________________
 FB1209  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FB1209  DYNAMIC HT  -        1217.178 (meters)    3993.36  (feet)  COMP
 FB1209  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 FB1209
 FB1209  VERT ORDER  -  SECOND    CLASS 0
 FB1209
 FB1209.The horizontal coordinates were scaled from a topographic map and have
 FB1209.an estimated accuracy of +/- 6 seconds.
 FB1209
 FB1209.The orthometric height was determined by differential leveling
 FB1209.and adjusted by the National Geodetic Survey in June 1991..
 FB1209
 FB1209.The geoid height was determined by GEOID03.
 FB1209
 FB1209.The dynamic height is computed by dividing the NAVD 88
 FB1209.geopotential number by the normal gravity value computed on the
 FB1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1209.degrees latitude (g = 980.6199 gals.).
 FB1209
 FB1209.The modeled gravity was interpolated from observed gravity values.
 FB1209
 FB1209;                    North         East    Units  Estimated Accuracy
 FB1209;SPC TN       -   146,210.      831,400.      MT  (+/- 180 meters Scaled)
 FB1209
 FB1209                          SUPERSEDED SURVEY CONTROL
 FB1209
 FB1209  NGVD 29 (??/??/92) 1218.556  (m)         3997.88   (f) ADJ UNCH    2 0
 FB1209
 FB1209.Superseded values are not recommended for survey control.
 FB1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1209.See file dsdata.txt to determine how the superseded data were derived.
 FB1209
 FB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV785449(NAD 83)
 FB1209_MARKER: DB = BENCH MARK DISK
 FB1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1209_SP_SET: STONE CULVERT HEADWALL
 FB1209_MARK LOGO: CGS   
 FB1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1209+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 FB1209
 FB1209  HISTORY     - Date     Condition        Report By
 FB1209  HISTORY     - UNK      MONUMENTED       CGS
 FB1209  HISTORY     - 1934     GOOD             NGS
 FB1209  HISTORY     - 1963     GOOD             USGS
 FB1209  HISTORY     - 20010605 GOOD             NCGS
 FB1209
 FB1209                          STATION DESCRIPTION
 FB1209
 FB1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1209'11.7 MI SE FROM GATLINBURG.
 FB1209'11.7 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1209'SEVIER COUNTY, IN THE GREAT SMOKY MOUNTAINS NATIONAL PARK, AT
 FB1209'A STONE-BOX CULVERT, IN THE TOP OF THE WEST HEADWALL, 2.5 FEET
 FB1209'SOUTH OF THE NORTH END, AND 24 FEET WEST OF THE CENTERLINE OF
 FB1209'THE HIGHWAY.  A STANDARD DISK.
 FB1209
 FB1209                          STATION RECOVERY (1963)
 FB1209
 FB1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1209'RECOVERED IN GOOD CONDITION.
 FB1209
 FB1209                          STATION RECOVERY (2001)
 FB1209
 FB1209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB1209'RECOVERED IN GOOD CONDITION WITH FOLLOWING ADDITIONS.
 FB1209'MARK IS ABOUT 1-FT LOWER THAN US 441 AND RECESSED 12-INCHES BELOW THE
 FB1209'GROUND. LOCATED 17.5 FT (5.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 FB1209'US 441, 2.5 FT (0.8 M) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 FB1209'HEADWALL--AND 36.5 FT (11.1 M) NORTHWEST OF A 30-INCH TWIN BUCKEYE,
 FB1209'24.0 FT (7.3 M) NORTH-NORTHEAST OF A 18-INCH TWIN HEMLOCK, 36.0 FT
 FB1209'(11.0 M) EAST OF A 18-INCH HEMLOCK--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2678 ***********************************************************************
 GA2678  DESIGNATION -  Q 54
 GA2678  PID         -  GA2678
 GA2678  STATE/COUNTY-  TN/CLAIBORNE
 GA2678  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2678
 GA2678                         *CURRENT SURVEY CONTROL
 GA2678  ___________________________________________________________________
 GA2678* NAD 83(1986)-  36 35 58.     (N)    083 40 06.     (W)     SCALED    
 GA2678* NAVD 88     -       393.788  (meters)    1291.95   (feet)  ADJUSTED  
 GA2678  ___________________________________________________________________
 GA2678  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2678  DYNAMIC HT  -         393.443 (meters)    1290.82  (feet)  COMP
 GA2678  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA2678
 GA2678  VERT ORDER  -  SECOND    CLASS 0
 GA2678
 GA2678.The horizontal coordinates were scaled from a topographic map and have
 GA2678.an estimated accuracy of +/- 6 seconds.
 GA2678
 GA2678.The orthometric height was determined by differential leveling
 GA2678.and adjusted by the National Geodetic Survey in June 1991..
 GA2678
 GA2678.The geoid height was determined by GEOID03.
 GA2678
 GA2678.The dynamic height is computed by dividing the NAVD 88
 GA2678.geopotential number by the normal gravity value computed on the
 GA2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2678.degrees latitude (g = 980.6199 gals.).
 GA2678
 GA2678.The modeled gravity was interpolated from observed gravity values.
 GA2678
 GA2678;                    North         East    Units  Estimated Accuracy
 GA2678;SPC TN       -   253,920.      808,620.      MT  (+/- 180 meters Scaled)
 GA2678
 GA2678                          SUPERSEDED SURVEY CONTROL
 GA2678
 GA2678  NGVD 29 (??/??/92)  393.926  (m)         1292.41   (f) ADJ UNCH    2 0
 GA2678
 GA2678.Superseded values are not recommended for survey control.
 GA2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2678.See file dsdata.txt to determine how the superseded data were derived.
 GA2678
 GA2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA613537(NAD 83)
 GA2678_MARKER: DB = BENCH MARK DISK
 GA2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2678_STAMPING: Q 54 1934
 GA2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2678+STABILITY: SURFACE MOTION
 GA2678
 GA2678  HISTORY     - Date     Condition        Report By
 GA2678  HISTORY     - 1934     MONUMENTED       CGS
 GA2678  HISTORY     - 1934     GOOD             NGS
 GA2678
 GA2678                          STATION DESCRIPTION
 GA2678
 GA2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2678'AT CUMBERLAND GAP.
 GA2678'AT CUMBERLAND GAP, CLAIBORNE COUNTY, ONE BLOCK EAST OF THE
 GA2678'LOUISVILLE AND NASHVILLE RAILROAD, AT HOTEL CUMBERLAND GAP,
 GA2678'AT THE NORTHEAST CORNER OF THE HOTEL YARD, AND 25 FEET SOUTH
 GA2678'OF THE CENTERLINE OF U.S. HIGHWAY 25 E.  A STANDARD DISK, STAMPED
 GA2678'Q 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1566 ***********************************************************************
 GA1566  DESIGNATION -  Q 55
 GA1566  PID         -  GA1566
 GA1566  STATE/COUNTY-  TN/HAWKINS
 GA1566  USGS QUAD   -  KYLES FORD (1969)
 GA1566
 GA1566                         *CURRENT SURVEY CONTROL
 GA1566  ___________________________________________________________________
 GA1566* NAD 83(1986)-  36 32 14.     (N)    083 01 26.     (W)     SCALED    
 GA1566* NAVD 88     -       435.204  (meters)    1427.83   (feet)  ADJUSTED  
 GA1566  ___________________________________________________________________
 GA1566  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1566  DYNAMIC HT  -         434.813 (meters)    1426.55  (feet)  COMP
 GA1566  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 GA1566
 GA1566  VERT ORDER  -  SECOND    CLASS 0
 GA1566
 GA1566.The horizontal coordinates were scaled from a topographic map and have
 GA1566.an estimated accuracy of +/- 6 seconds.
 GA1566
 GA1566.The orthometric height was determined by differential leveling
 GA1566.and adjusted by the National Geodetic Survey in June 1991..
 GA1566
 GA1566.The geoid height was determined by GEOID03.
 GA1566
 GA1566.The dynamic height is computed by dividing the NAVD 88
 GA1566.geopotential number by the normal gravity value computed on the
 GA1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1566.degrees latitude (g = 980.6199 gals.).
 GA1566
 GA1566.The modeled gravity was interpolated from observed gravity values.
 GA1566
 GA1566;                    North         East    Units  Estimated Accuracy
 GA1566;SPC TN       -   248,580.      866,470.      MT  (+/- 180 meters Scaled)
 GA1566
 GA1566                          SUPERSEDED SURVEY CONTROL
 GA1566
 GA1566  NGVD 29 (??/??/92)  435.356  (m)         1428.33   (f) ADJ UNCH    2 0
 GA1566
 GA1566.Superseded values are not recommended for survey control.
 GA1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1566.See file dsdata.txt to determine how the superseded data were derived.
 GA1566
 GA1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA188454(NAD 83)
 GA1566_MARKER: DB = BENCH MARK DISK
 GA1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1566_STAMPING: Q 55 1934
 GA1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1566+STABILITY: SURFACE MOTION
 GA1566
 GA1566  HISTORY     - Date     Condition        Report By
 GA1566  HISTORY     - 1934     MONUMENTED       CGS
 GA1566  HISTORY     - 1935     GOOD             NGS
 GA1566
 GA1566                          STATION DESCRIPTION
 GA1566
 GA1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1566'16.2 MI N FROM ROGERSVILLE.
 GA1566'16.2 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1566'HAWKINS COUNTY, ON THE PROPERTY OF J.B. ROBINSON, 25 FEET
 GA1566'SOUTH OF THE GATE TO THE HOUSE, 10 FEET NORTH OF THE GATE TO
 GA1566'THE BARN, AT THE SOUTHEAST CORNER OF THE FARMHOUSE YARD FENCE,
 GA1566'AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GA1566'DISK, STAMPED Q 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA1566'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0640 ***********************************************************************
 GA0640  DESIGNATION -  Q 57
 GA0640  PID         -  GA0640
 GA0640  STATE/COUNTY-  TN/SULLIVAN
 GA0640  USGS QUAD   -  BOONE DAM (1968)
 GA0640
 GA0640                         *CURRENT SURVEY CONTROL
 GA0640  ___________________________________________________________________
 GA0640* NAD 83(1986)-  36 27 20.     (N)    082 29 54.     (W)     SCALED    
 GA0640* NAVD 88     -       438.020  (meters)    1437.07   (feet)  ADJUSTED  
 GA0640  ___________________________________________________________________
 GA0640  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0640  DYNAMIC HT  -         437.613 (meters)    1435.74  (feet)  COMP
 GA0640  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 GA0640
 GA0640  VERT ORDER  -  SECOND    CLASS 0
 GA0640
 GA0640.The horizontal coordinates were scaled from a topographic map and have
 GA0640.an estimated accuracy of +/- 6 seconds.
 GA0640
 GA0640.The orthometric height was determined by differential leveling
 GA0640.and adjusted by the National Geodetic Survey in June 1991..
 GA0640
 GA0640.The geoid height was determined by GEOID03.
 GA0640
 GA0640.The dynamic height is computed by dividing the NAVD 88
 GA0640.geopotential number by the normal gravity value computed on the
 GA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0640.degrees latitude (g = 980.6199 gals.).
 GA0640
 GA0640.The modeled gravity was interpolated from observed gravity values.
 GA0640
 GA0640;                    North         East    Units  Estimated Accuracy
 GA0640;SPC TN       -   241,080.      913,830.      MT  (+/- 180 meters Scaled)
 GA0640
 GA0640                          SUPERSEDED SURVEY CONTROL
 GA0640
 GA0640  NGVD 29 (??/??/92)  438.162  (m)         1437.54   (f) ADJ UNCH    2 0
 GA0640
 GA0640.Superseded values are not recommended for survey control.
 GA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0640.See file dsdata.txt to determine how the superseded data were derived.
 GA0640
 GA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA657355(NAD 83)
 GA0640_MARKER: DB = BENCH MARK DISK
 GA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0640_STAMPING: Q 57 1934
 GA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0640+STABILITY: SURFACE MOTION
 GA0640
 GA0640  HISTORY     - Date     Condition        Report By
 GA0640  HISTORY     - 1934     MONUMENTED       CGS
 GA0640  HISTORY     - 1971     GOOD             TVA
 GA0640
 GA0640                          STATION DESCRIPTION
 GA0640
 GA0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0640'16.7 MI NW FROM JOHNSON CITY.
 GA0640'IN SULLIVAN COUNTY, 16.7 MILES NORTHWEST ALONG THE CLINCHFIELD
 GA0640'RAILROAD FROM JOHNSON CITY, WASHINGTON COUNTY, 2 RAILS SOUTH OF
 GA0640'THE STATION AT FORDTOWN, AND 30 FEET WEST OF THE CENTERLINE OF
 GA0640'THE TRACK.  A STANDARD DISK, STAMPED Q 57 1934 AND SET IN THE
 GA0640'TOP OF A CONCRETE POST.
 GA0640
 GA0640                          STATION RECOVERY (1971)
 GA0640
 GA0640'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 GA0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0952 ***********************************************************************
 FZ0952  DESIGNATION -  Q 58
 FZ0952  PID         -  FZ0952
 FZ0952  STATE/COUNTY-  TN/JOHNSON
 FZ0952  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0952
 FZ0952                         *CURRENT SURVEY CONTROL
 FZ0952  ___________________________________________________________________
 FZ0952* NAD 83(1986)-  36 24 38.     (N)    081 45 56.     (W)     SCALED    
 FZ0952* NAVD 88     -       760.308  (meters)    2494.44   (feet)  ADJUSTED  
 FZ0952  ___________________________________________________________________
 FZ0952  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FZ0952  DYNAMIC HT  -         759.527 (meters)    2491.88  (feet)  COMP
 FZ0952  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 FZ0952
 FZ0952  VERT ORDER  -  SECOND    CLASS 0
 FZ0952
 FZ0952.The horizontal coordinates were scaled from a topographic map and have
 FZ0952.an estimated accuracy of +/- 6 seconds.
 FZ0952
 FZ0952.The orthometric height was determined by differential leveling
 FZ0952.and adjusted by the National Geodetic Survey in June 1991..
 FZ0952
 FZ0952.The geoid height was determined by GEOID03.
 FZ0952
 FZ0952.The dynamic height is computed by dividing the NAVD 88
 FZ0952.geopotential number by the normal gravity value computed on the
 FZ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0952.degrees latitude (g = 980.6199 gals.).
 FZ0952
 FZ0952.The modeled gravity was interpolated from observed gravity values.
 FZ0952
 FZ0952;                    North         East    Units  Estimated Accuracy
 FZ0952;SPC TN       -   238,690.      979,690.      MT  (+/- 180 meters Scaled)
 FZ0952
 FZ0952                          SUPERSEDED SURVEY CONTROL
 FZ0952
 FZ0952  NGVD 29 (??/??/92)  760.359  (m)         2494.61   (f) ADJ UNCH    2 0
 FZ0952
 FZ0952.Superseded values are not recommended for survey control.
 FZ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0952.See file dsdata.txt to determine how the superseded data were derived.
 FZ0952
 FZ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA313297(NAD 83)
 FZ0952_MARKER: DB = BENCH MARK DISK
 FZ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0952_STAMPING: 2494.782 Q 58 1934
 FZ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0952+STABILITY: SURFACE MOTION
 FZ0952
 FZ0952  HISTORY     - Date     Condition        Report By
 FZ0952  HISTORY     - 1934     MONUMENTED       CGS
 FZ0952  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ0952
 FZ0952                          STATION DESCRIPTION
 FZ0952
 FZ0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0952'3.8 MI S FROM SHOUNS.
 FZ0952'3.8 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM SHOUNS, JOHNSON
 FZ0952'COUNTY, ON THE PROPERTY OF J.F. DOTSON, ACROSS THE HIGHWAY FROM
 FZ0952'THE HOUSE OF A.A. DAVIS, 25 FEET NORTHWEST OF THE GATE LEADING
 FZ0952'TO A HOUSE, 15 FEET NORTHWEST OF A STOREHOUSE, AND 20 FEET
 FZ0952'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FZ0952'STAMPED 2494.782 Q 58 1934 AND SET IN THE TOP OF A CONCRETE POST
 FZ0952'PROJECTING 4 INCHES ABOVE GROUND.
 FZ0952
 FZ0952                          STATION RECOVERY (2003)
 FZ0952
 FZ0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ0952'MARK NOT FOUND AFTER 10 MINUTE SEARCH. DESCRIPTION POOR. NOTE-- BROKEN
 FZ0952'TOP FROM GENERIC CARSONITE SURVEY WITNESS POST WAS FOUND AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0152 ***********************************************************************
 FD0152  DESIGNATION -  Q 6
 FD0152  PID         -  FD0152
 FD0152  STATE/COUNTY-  TN/COFFEE
 FD0152  USGS QUAD   -  TULLAHOMA (1982)
 FD0152
 FD0152                         *CURRENT SURVEY CONTROL
 FD0152  ___________________________________________________________________
 FD0152* NAD 83(1986)-  35 21 42.     (N)    086 12 33.     (W)     SCALED    
 FD0152* NAVD 88     -       326.430  (meters)    1070.96   (feet)  ADJUSTED  
 FD0152  ___________________________________________________________________
 FD0152  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0152  DYNAMIC HT  -         326.116 (meters)    1069.93  (feet)  COMP
 FD0152  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 FD0152
 FD0152  VERT ORDER  -  FIRST     CLASS II
 FD0152
 FD0152.The horizontal coordinates were scaled from a topographic map and have
 FD0152.an estimated accuracy of +/- 6 seconds.
 FD0152
 FD0152.The orthometric height was determined by differential leveling
 FD0152.and adjusted by the National Geodetic Survey in June 1991..
 FD0152
 FD0152.The geoid height was determined by GEOID03.
 FD0152
 FD0152.The dynamic height is computed by dividing the NAVD 88
 FD0152.geopotential number by the normal gravity value computed on the
 FD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0152.degrees latitude (g = 980.6199 gals.).
 FD0152
 FD0152.The modeled gravity was interpolated from observed gravity values.
 FD0152
 FD0152;                    North         East    Units  Estimated Accuracy
 FD0152;SPC TN       -   114,110.      580,990.      MT  (+/- 180 meters Scaled)
 FD0152
 FD0152                          SUPERSEDED SURVEY CONTROL
 FD0152
 FD0152  NGVD 29 (??/??/92)  326.406  (m)         1070.88   (f) ADJ UNCH    1 2
 FD0152
 FD0152.Superseded values are not recommended for survey control.
 FD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0152.See file dsdata.txt to determine how the superseded data were derived.
 FD0152
 FD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE718134(NAD 83)
 FD0152_MARKER: DD = SURVEY DISK
 FD0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0152_SP_SET: FOOTING
 FD0152_STAMPING: 1071.225 Q 6 1930
 FD0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0152
 FD0152  HISTORY     - Date     Condition        Report By
 FD0152  HISTORY     - 1930     MONUMENTED       CGS
 FD0152  HISTORY     - 1941     GOOD             NGS
 FD0152  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0152
 FD0152                          STATION DESCRIPTION
 FD0152
 FD0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FD0152'AT TULLAHOMA.
 FD0152'AT TULLAHOMA, COFFEE COUNTY, AT THE CITY WATER TANK, AND IN THE
 FD0152'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOOTING.  A STANDARD
 FD0152'DISK, STAMPED 1071.225 Q 6 1930.
 FD0152
 FD0152                          STATION RECOVERY (1999)
 FD0152
 FD0152'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0152'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0887 ***********************************************************************
 FE0887  DESIGNATION -  Q 60 RESET
 FE0887  PID         -  FE0887
 FE0887  STATE/COUNTY-  TN/GIBSON
 FE0887  USGS QUAD   -  BRAZIL (1964)
 FE0887
 FE0887                         *CURRENT SURVEY CONTROL
 FE0887  ___________________________________________________________________
 FE0887* NAD 83(1986)-  35 59 05.     (N)    089 00 42.     (W)     SCALED    
 FE0887* NAVD 88     -       111.02   (+/-2cm)     364.2    (feet)  VERTCON   
 FE0887  ___________________________________________________________________
 FE0887  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0887
 FE0887  VERT ORDER  -  THIRD (See Below)
 FE0887
 FE0887.The horizontal coordinates were scaled from a topographic map and have
 FE0887.an estimated accuracy of +/- 6 seconds.
 FE0887
 FE0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0887.The vertical order pertains to the NGVD 29 superseded value.
 FE0887
 FE0887.The geoid height was determined by GEOID03.
 FE0887
 FE0887;                    North         East    Units  Estimated Accuracy
 FE0887;SPC TN       -   187,400.      328,460.      MT  (+/- 180 meters Scaled)
 FE0887
 FE0887                          SUPERSEDED SURVEY CONTROL
 FE0887
 FE0887  NGVD 29 (??/??/??)  111.05   (m)          364.3    (f) RESET       3  
 FE0887
 FE0887.Superseded values are not recommended for survey control.
 FE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0887.See file dsdata.txt to determine how the superseded data were derived.
 FE0887
 FE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE186841(NAD 83)
 FE0887_MARKER: DD = SURVEY DISK
 FE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0887_STAMPING: Q 60 RESET 1939
 FE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0887+STABILITY: SURFACE MOTION
 FE0887
 FE0887  HISTORY     - Date     Condition        Report By
 FE0887  HISTORY     - 1939     MONUMENTED       TNHD
 FE0887  HISTORY     - 1949     GOOD             CGS
 FE0887
 FE0887                          STATION DESCRIPTION
 FE0887
 FE0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0887'3.5 MI W FROM TRENTON.
 FE0887'ABOUT 3-1/2 MILES WEST ALONG STATE HIGHWAY 104 FROM TRENTON,
 FE0887'GIBSON COUNTY, 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FE0887'BETHANY CHURCH BUILDING, AND AT THE SOUTHEAST CORNER OF A ROAD
 FE0887'INTERSECTION.  A STANDARD DISK, STAMPED Q 60 RESET 1939 AND SET IN
 FE0887'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0888 ***********************************************************************
 FE0888  DESIGNATION -  Q 60 RESET
 FE0888  PID         -  FE0888
 FE0888  STATE/COUNTY-  TN/GIBSON
 FE0888  USGS QUAD   -  BRAZIL (1964)
 FE0888
 FE0888                         *CURRENT SURVEY CONTROL
 FE0888  ___________________________________________________________________
 FE0888* NAD 83(1986)-  35 59 05.     (N)    089 00 42.     (W)     SCALED    
 FE0888* NAVD 88     -       111.09   (+/-2cm)     364.5    (feet)  VERTCON   
 FE0888  ___________________________________________________________________
 FE0888  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0888
 FE0888  VERT ORDER  -  THIRD (See Below)
 FE0888
 FE0888.The horizontal coordinates were scaled from a topographic map and have
 FE0888.an estimated accuracy of +/- 6 seconds.
 FE0888
 FE0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0888.The vertical order pertains to the NGVD 29 superseded value.
 FE0888
 FE0888.The geoid height was determined by GEOID03.
 FE0888
 FE0888;                    North         East    Units  Estimated Accuracy
 FE0888;SPC TN       -   187,400.      328,460.      MT  (+/- 180 meters Scaled)
 FE0888
 FE0888                          SUPERSEDED SURVEY CONTROL
 FE0888
 FE0888  NGVD 29 (??/??/??)  111.12   (m)          364.6    (f) RESET       3  
 FE0888
 FE0888.Superseded values are not recommended for survey control.
 FE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0888.See file dsdata.txt to determine how the superseded data were derived.
 FE0888
 FE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE186841(NAD 83)
 FE0888_MARKER: DB = BENCH MARK DISK
 FE0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0888_SP_SET: BUILDING
 FE0888_STAMPING: Q 60 RESET 1971
 FE0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0888
 FE0888  HISTORY     - Date     Condition        Report By
 FE0888  HISTORY     - 1971     MONUMENTED       NGS
 FE0888
 FE0888                          STATION DESCRIPTION
 FE0888
 FE0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FE0888'4 MI W FROM TRENTON.
 FE0888'THE MARK IS LOCATED 4.0 MILES WEST ALONG STATE ROUTE 104 FROM
 FE0888'THE SOUTHWEST CORNER OF THE GIBSON COUNTY COURTHOUSE SQUARE IN
 FE0888'TRENTON, AT THE BETHANY CHURCH OF CHRIST, IN THE SOUTHEAST ANGLE
 FE0888'OF THE INTERSECTION OF A PAVED ROAD SOUTH.  IT IS A STANDARD DISK
 FE0888'STAMPED Q 60 RESET 1971 CEMENTED IN A DRILL HOLE NEAR THE NORTHEAST
 FE0888'CORNER OF THE CONCRETE ENTRANCE SLAB AT THE WEST ENTRANCE INTO
 FE0888'THE CHURCH, 160 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FE0888'ROUTE 104, 62 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 FE0888'44 FEET EAST-SOUTHEAST OF A SECURITY LAMP POLE, 37 FEET
 FE0888'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING,
 FE0888'26 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 FE0888'BUILDING, 11 FEET WEST-NORTHWEST OF THE CENTER OF THE ENTRANCE
 FE0888'DOOR, 1.2 FEET WEST OF THE WEST EDGE OF THE BOTTOM STEP, AND
 FE0888'1.0 FOOT SOUTH OF THE NORTH EDGE OF THE ENTRANCE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0892 ***********************************************************************
 FE0892  DESIGNATION -  Q 61
 FE0892  PID         -  FE0892
 FE0892  STATE/COUNTY-  TN/HAYWOOD
 FE0892  USGS QUAD   -  TIBBS (1981)
 FE0892
 FE0892                         *CURRENT SURVEY CONTROL
 FE0892  ___________________________________________________________________
 FE0892* NAD 83(1986)-  35 38 19.     (N)    089 20 20.     (W)     SCALED    
 FE0892* NAVD 88     -       101.040  (meters)     331.50   (feet)  ADJUSTED  
 FE0892  ___________________________________________________________________
 FE0892  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE0892  DYNAMIC HT  -         100.952 (meters)     331.21  (feet)  COMP
 FE0892  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 FE0892
 FE0892  VERT ORDER  -  SECOND    CLASS 0
 FE0892
 FE0892.The horizontal coordinates were scaled from a topographic map and have
 FE0892.an estimated accuracy of +/- 6 seconds.
 FE0892
 FE0892.The orthometric height was determined by differential leveling
 FE0892.and adjusted by the National Geodetic Survey in June 1991..
 FE0892
 FE0892.The geoid height was determined by GEOID03.
 FE0892
 FE0892.The dynamic height is computed by dividing the NAVD 88
 FE0892.geopotential number by the normal gravity value computed on the
 FE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0892.degrees latitude (g = 980.6199 gals.).
 FE0892
 FE0892.The modeled gravity was interpolated from observed gravity values.
 FE0892
 FE0892;                    North         East    Units  Estimated Accuracy
 FE0892;SPC TN       -   149,980.      297,660.      MT  (+/- 180 meters Scaled)
 FE0892
 FE0892                          SUPERSEDED SURVEY CONTROL
 FE0892
 FE0892  NGVD 29 (??/??/??)  101.044  (m)          331.51   (f) ADJUSTED    2 0
 FE0892
 FE0892.Superseded values are not recommended for survey control.
 FE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0892.See file dsdata.txt to determine how the superseded data were derived.
 FE0892
 FE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE882463(NAD 83)
 FE0892_MARKER: DB = BENCH MARK DISK
 FE0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0892_STAMPING: Q 61 1935
 FE0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0892+STABILITY: SURFACE MOTION
 FE0892
 FE0892  HISTORY     - Date     Condition        Report By
 FE0892  HISTORY     - 1935     MONUMENTED       CGS
 FE0892  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0892
 FE0892                          STATION DESCRIPTION
 FE0892
 FE0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0892'5.5 MI NW FROM BROWNSVILLE.
 FE0892'5.5 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 FE0892'COURTHOUSE AT BROWNSVILLE, HAYWOOD COUNTY, 180 FEET WEST OF THE
 FE0892'ROBERT MANES WHITE HOUSE IN 1935, 100 FEET NORTHWEST OF THE
 FE0892'JUNCTION OF A ROAD LEADING SOUTH, 52 FEET NORTHEAST OF THE
 FE0892'CENTERLINE OF THE HIGHWAY, AND AT THE SOUTHEAST CORNER OF AN
 FE0892'ORCHARD FENCE.  A STANDARD DISK, STAMPED Q 61 1935 AND SET IN
 FE0892'THE TOP OF A CONCRETE POST.
 FE0892
 FE0892                          STATION RECOVERY (2002)
 FE0892
 FE0892'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0878 ***********************************************************************
 FE0878  DESIGNATION -  Q 63
 FE0878  PID         -  FE0878
 FE0878  STATE/COUNTY-  TN/HAYWOOD
 FE0878  USGS QUAD   -  BROWNSVILLE (1983)
 FE0878
 FE0878                         *CURRENT SURVEY CONTROL
 FE0878  ___________________________________________________________________
 FE0878* NAD 83(1986)-  35 32 30.     (N)    089 17 10.     (W)     SCALED    
 FE0878* NAVD 88     -        97.547  (meters)     320.04   (feet)  ADJUSTED  
 FE0878  ___________________________________________________________________
 FE0878  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0878  DYNAMIC HT  -          97.461 (meters)     319.75  (feet)  COMP
 FE0878  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FE0878
 FE0878  VERT ORDER  -  SECOND    CLASS 0
 FE0878
 FE0878.The horizontal coordinates were scaled from a topographic map and have
 FE0878.an estimated accuracy of +/- 6 seconds.
 FE0878
 FE0878.The orthometric height was determined by differential leveling
 FE0878.and adjusted by the National Geodetic Survey in June 1991..
 FE0878
 FE0878.The geoid height was determined by GEOID03.
 FE0878
 FE0878.The dynamic height is computed by dividing the NAVD 88
 FE0878.geopotential number by the normal gravity value computed on the
 FE0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0878.degrees latitude (g = 980.6199 gals.).
 FE0878
 FE0878.The modeled gravity was interpolated from observed gravity values.
 FE0878
 FE0878;                    North         East    Units  Estimated Accuracy
 FE0878;SPC TN       -   139,070.      302,080.      MT  (+/- 180 meters Scaled)
 FE0878
 FE0878                          SUPERSEDED SURVEY CONTROL
 FE0878
 FE0878  NGVD 29 (??/??/??)   97.556  (m)          320.06   (f) ADJUSTED    2 0
 FE0878
 FE0878.Superseded values are not recommended for survey control.
 FE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0878.See file dsdata.txt to determine how the superseded data were derived.
 FE0878
 FE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE927355(NAD 83)
 FE0878_MARKER: DB = BENCH MARK DISK
 FE0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0878_STAMPING: Q 63 1935
 FE0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0878+STABILITY: SURFACE MOTION
 FE0878
 FE0878  HISTORY     - Date     Condition        Report By
 FE0878  HISTORY     - 1935     MONUMENTED       CGS
 FE0878  HISTORY     - 1959     GOOD             CGS
 FE0878  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0878
 FE0878                          STATION DESCRIPTION
 FE0878
 FE0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0878'3.9 MI SW FROM BROWNSVILLE.
 FE0878'ABOUT 3.9 MILES SOUTHWEST ALONG THE L. AND N. RR FROM THE
 FE0878'STATION AT BROWNSVILLE, AT MILEAGE 324.5, AT A ROAD CROSSING,
 FE0878'ABOUT 2 RAILS WEST OF THE CENTER LINE OF THE ROAD, ABOUT 60 FT.
 FE0878'SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT NORTH OF A
 FE0878'RIGHT OF WAY FENCE, 1.6 FT. EAST OF A WITNESS POST, A C AND G S
 FE0878'DISK SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.  THIS
 FE0878'MARK IS 1.2 MILES WEST OF R.M. Y 213.
 FE0878
 FE0878                          STATION RECOVERY (2002)
 FE0878
 FE0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0565 ***********************************************************************
 FE0565  DESIGNATION -  Q 64
 FE0565  PID         -  FE0565
 FE0565  STATE/COUNTY-  TN/HARDEMAN
 FE0565  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0565
 FE0565                         *CURRENT SURVEY CONTROL
 FE0565  ___________________________________________________________________
 FE0565* NAD 83(1986)-  35 16 39.     (N)    088 58 35.     (W)     SCALED    
 FE0565* NAVD 88     -       106.866  (meters)     350.61   (feet)  ADJUSTED  
 FE0565  ___________________________________________________________________
 FE0565  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0565  DYNAMIC HT  -         106.767 (meters)     350.28  (feet)  COMP
 FE0565  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0565
 FE0565  VERT ORDER  -  SECOND    CLASS 0
 FE0565
 FE0565.The horizontal coordinates were scaled from a topographic map and have
 FE0565.an estimated accuracy of +/- 6 seconds.
 FE0565
 FE0565.The orthometric height was determined by differential leveling
 FE0565.and adjusted by the National Geodetic Survey in June 1991..
 FE0565
 FE0565.The geoid height was determined by GEOID03.
 FE0565
 FE0565.The dynamic height is computed by dividing the NAVD 88
 FE0565.geopotential number by the normal gravity value computed on the
 FE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0565.degrees latitude (g = 980.6199 gals.).
 FE0565
 FE0565.The modeled gravity was interpolated from observed gravity values.
 FE0565
 FE0565;                    North         East    Units  Estimated Accuracy
 FE0565;SPC TN       -   108,870.      329,250.      MT  (+/- 180 meters Scaled)
 FE0565
 FE0565                          SUPERSEDED SURVEY CONTROL
 FE0565
 FE0565  NGVD 29 (??/??/??)  106.857  (m)          350.58   (f) ADJUSTED    2 0
 FE0565
 FE0565.Superseded values are not recommended for survey control.
 FE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0565.See file dsdata.txt to determine how the superseded data were derived.
 FE0565
 FE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE202056(NAD 83)
 FE0565_MARKER: DB = BENCH MARK DISK
 FE0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0565_SP_SET: BRIDGE
 FE0565_STAMPING: Q 64 1935
 FE0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0565+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0565
 FE0565  HISTORY     - Date     Condition        Report By
 FE0565  HISTORY     - 1935     MONUMENTED       CGS
 FE0565  HISTORY     - 20020918 GOOD             USACE
 FE0565
 FE0565                          STATION DESCRIPTION
 FE0565
 FE0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0565'1.7 MI N FROM BOLIVAR.
 FE0565'1.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0565'STATION AT BOLIVAR, HARDEMAN COUNTY, AT A BRIDGE OVER BIG HATCHIE
 FE0565'RIVER, IN THE TOP OF A CONCRETE PIER, 100 YARDS NORTH OF THE STEEL
 FE0565'PORTION OF THE BRIDGE, 4 FEET WEST OF THE WEST RAIL, AND LEVEL
 FE0565'WITH THE TRACK.  A STANDARD DISK, STAMPED Q 64 1935.
 FE0565
 FE0565                          STATION RECOVERY (2002)
 FE0565
 FE0565'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0565'ACCESS TO MARK IS THROUGH SWAMP, VERY DIFFICULT TO REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1181 ***********************************************************************
 FE1181  DESIGNATION -  Q 67
 FE1181  PID         -  FE1181
 FE1181  STATE/COUNTY-  TN/SHELBY
 FE1181  USGS QUAD   -  ARLINGTON (1973)
 FE1181
 FE1181                         *CURRENT SURVEY CONTROL
 FE1181  ___________________________________________________________________
 FE1181* NAD 83(1986)-  35 16 33.     (N)    089 43 10.     (W)     SCALED    
 FE1181* NAVD 88     -        79.937  (meters)     262.26   (feet)  ADJUSTED  
 FE1181  ___________________________________________________________________
 FE1181  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1181  DYNAMIC HT  -          79.865 (meters)     262.02  (feet)  COMP
 FE1181  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FE1181
 FE1181  VERT ORDER  -  SECOND    CLASS 0
 FE1181
 FE1181.The horizontal coordinates were scaled from a topographic map and have
 FE1181.an estimated accuracy of +/- 6 seconds.
 FE1181
 FE1181.The orthometric height was determined by differential leveling
 FE1181.and adjusted by the National Geodetic Survey in June 1991..
 FE1181
 FE1181.The geoid height was determined by GEOID03.
 FE1181
 FE1181.The dynamic height is computed by dividing the NAVD 88
 FE1181.geopotential number by the normal gravity value computed on the
 FE1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1181.degrees latitude (g = 980.6199 gals.).
 FE1181
 FE1181.The modeled gravity was interpolated from observed gravity values.
 FE1181
 FE1181;                    North         East    Units  Estimated Accuracy
 FE1181;SPC TN       -   111,000.      261,690.      MT  (+/- 180 meters Scaled)
 FE1181
 FE1181                          SUPERSEDED SURVEY CONTROL
 FE1181
 FE1181  NGVD 29 (??/??/??)   79.927  (m)          262.23   (f) ADJUSTED    2 0
 FE1181
 FE1181.Superseded values are not recommended for survey control.
 FE1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1181.See file dsdata.txt to determine how the superseded data were derived.
 FE1181
 FE1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE526070(NAD 83)
 FE1181_MARKER: DB = BENCH MARK DISK
 FE1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1181_STAMPING: Q 67 1935
 FE1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1181+STABILITY: SURFACE MOTION
 FE1181
 FE1181  HISTORY     - Date     Condition        Report By
 FE1181  HISTORY     - 1935     MONUMENTED       CGS
 FE1181  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1181
 FE1181                          STATION DESCRIPTION
 FE1181
 FE1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1181'AT PEA POINT.
 FE1181'AT PEA POINT, SHELBY COUNTY ON THE LOUISVILLE AND NASHVILLE
 FE1181'RAILROAD, 10 FEET SOUTH OF THE SOUTH END OF THE CAR-BODY DEPOT,
 FE1181'AT A COUNT-ROAD CROSSING, 40 FEET FROM THE CENTERLINE OF THE TRACK
 FE1181'AND 15 FEET NORTH OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 FE1181'Q 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FE1181'INCHES ABOVE GROUND.
 FE1181
 FE1181                          STATION RECOVERY (1963)
 FE1181
 FE1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1701 ***********************************************************************
 FE1701  DESIGNATION -  Q 69
 FE1701  PID         -  FE1701
 FE1701  STATE/COUNTY-  TN/LAUDERDALE
 FE1701  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1701
 FE1701                         *CURRENT SURVEY CONTROL
 FE1701  ___________________________________________________________________
 FE1701* NAD 83(1986)-  35 43 29.     (N)    089 32 33.     (W)     SCALED    
 FE1701* NAVD 88     -       110.404  (meters)     362.22   (feet)  POSTED    
 FE1701  ___________________________________________________________________
 FE1701  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1701  DYNAMIC HT  -         110.310 (meters)     361.91  (feet)  COMP
 FE1701  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 FE1701
 FE1701  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FE1701
 FE1701.The horizontal coordinates were scaled from a topographic map and have
 FE1701.an estimated accuracy of +/- 6 seconds.
 FE1701
 FE1701.The orthometric height was determined by differential leveling
 FE1701.and adjusted by the National Geodetic Survey in 1992..
 FE1701.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FE1701.rate of 3.1 thru 4.0 mm/km.
 FE1701
 FE1701.The geoid height was determined by GEOID03.
 FE1701
 FE1701.The dynamic height is computed by dividing the NAVD 88
 FE1701.geopotential number by the normal gravity value computed on the
 FE1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1701.degrees latitude (g = 980.6199 gals.).
 FE1701
 FE1701.The modeled gravity was interpolated from observed gravity values.
 FE1701
 FE1701;                    North         East    Units  Estimated Accuracy
 FE1701;SPC TN       -   160,170.      279,580.      MT  (+/- 180 meters Scaled)
 FE1701
 FE1701                          SUPERSEDED SURVEY CONTROL
 FE1701
 FE1701  NGVD 29 (??/??/??)  110.433  (m)          362.31   (f) ADJUSTED    2 0
 FE1701
 FE1701.Superseded values are not recommended for survey control.
 FE1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1701.See file dsdata.txt to determine how the superseded data were derived.
 FE1701
 FE1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE700563(NAD 83)
 FE1701_MARKER: DB = BENCH MARK DISK
 FE1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1701_STAMPING: Q 69 1935
 FE1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1701+STABILITY: SURFACE MOTION
 FE1701
 FE1701  HISTORY     - Date     Condition        Report By
 FE1701  HISTORY     - 1935     MONUMENTED       CGS
 FE1701  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1701
 FE1701                          STATION DESCRIPTION
 FE1701
 FE1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1701'1.9 MI S FROM RIPLEY.
 FE1701'1.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1701'STATION AT RIPLEY, LAUDERDALE COUNTY, ON THE HIGH FILL AT A CURVE,
 FE1701'400 FEET SOUTH OF A DIRT ROAD UNDERPASS, 24 FEET EAST OF THE
 FE1701'TRACK.  A STANDARD DISK, STAMPED Q 69 1935 AND SET IN THE TOP
 FE1701'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1470 ***********************************************************************
 FC1470  DESIGNATION -  Q 7
 FC1470  PID         -  FC1470
 FC1470  STATE/COUNTY-  TN/WARREN
 FC1470  USGS QUAD   -  CAMPAIGN (1981)
 FC1470
 FC1470                         *CURRENT SURVEY CONTROL
 FC1470  ___________________________________________________________________
 FC1470* NAD 83(1986)-  35 46 20.     (N)    085 38 08.     (W)     SCALED    
 FC1470* NAVD 88     -       282.993  (meters)     928.45   (feet)  ADJUSTED  
 FC1470  ___________________________________________________________________
 FC1470  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FC1470  DYNAMIC HT  -         282.734 (meters)     927.60  (feet)  COMP
 FC1470  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FC1470
 FC1470  VERT ORDER  -  SECOND    CLASS 0
 FC1470
 FC1470.The horizontal coordinates were scaled from a topographic map and have
 FC1470.an estimated accuracy of +/- 6 seconds.
 FC1470
 FC1470.The orthometric height was determined by differential leveling
 FC1470.and adjusted by the National Geodetic Survey in June 1991..
 FC1470
 FC1470.The geoid height was determined by GEOID03.
 FC1470
 FC1470.The dynamic height is computed by dividing the NAVD 88
 FC1470.geopotential number by the normal gravity value computed on the
 FC1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1470.degrees latitude (g = 980.6199 gals.).
 FC1470
 FC1470.The modeled gravity was interpolated from observed gravity values.
 FC1470
 FC1470;                    North         East    Units  Estimated Accuracy
 FC1470;SPC TN       -   159,710.      632,950.      MT  (+/- 180 meters Scaled)
 FC1470
 FC1470                          SUPERSEDED SURVEY CONTROL
 FC1470
 FC1470  NGVD 29 (??/??/92)  283.036  (m)          928.59   (f) ADJ UNCH    2 0
 FC1470
 FC1470.Superseded values are not recommended for survey control.
 FC1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1470.See file dsdata.txt to determine how the superseded data were derived.
 FC1470
 FC1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE233595(NAD 83)
 FC1470_MARKER: DB = BENCH MARK DISK
 FC1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1470_STAMPING: 928.814 Q 7 1930
 FC1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1470+STABILITY: SURFACE MOTION
 FC1470
 FC1470  HISTORY     - Date     Condition        Report By
 FC1470  HISTORY     - 1930     MONUMENTED       CGS
 FC1470  HISTORY     - 1934     GOOD             NGS
 FC1470
 FC1470                          STATION DESCRIPTION
 FC1470
 FC1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1470'AT CAMPAIGN.
 FC1470'AT CAMPAIGN, WARREN COUNTY, 5 RAILS NORTHEAST OF THE NASHVILLE,
 FC1470'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, BETWEEN POLES 44/18 AND
 FC1470'44/19, AND 29 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC1470'TRACK.  A STANDARD DISK, STAMPED 928.814 Q 7 1930 AND SET IN THE
 FC1470'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1013 ***********************************************************************
 FE1013  DESIGNATION -  Q 73
 FE1013  PID         -  FE1013
 FE1013  STATE/COUNTY-  TN/FAYETTE
 FE1013  USGS QUAD   -  LAMBERT (1983)
 FE1013
 FE1013                         *CURRENT SURVEY CONTROL
 FE1013  ___________________________________________________________________
 FE1013* NAD 83(1986)-  35 20 02.     (N)    089 28 57.     (W)     SCALED    
 FE1013* NAVD 88     -        93.195  (meters)     305.76   (feet)  ADJUSTED  
 FE1013  ___________________________________________________________________
 FE1013  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1013  DYNAMIC HT  -          93.112 (meters)     305.49  (feet)  COMP
 FE1013  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE1013
 FE1013  VERT ORDER  -  SECOND    CLASS 0
 FE1013
 FE1013.The horizontal coordinates were scaled from a topographic map and have
 FE1013.an estimated accuracy of +/- 6 seconds.
 FE1013
 FE1013.The orthometric height was determined by differential leveling
 FE1013.and adjusted by the National Geodetic Survey in June 1991..
 FE1013
 FE1013.The geoid height was determined by GEOID03.
 FE1013
 FE1013.The dynamic height is computed by dividing the NAVD 88
 FE1013.geopotential number by the normal gravity value computed on the
 FE1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1013.degrees latitude (g = 980.6199 gals.).
 FE1013
 FE1013.The modeled gravity was interpolated from observed gravity values.
 FE1013
 FE1013;                    North         East    Units  Estimated Accuracy
 FE1013;SPC TN       -   116,640.      283,460.      MT  (+/- 180 meters Scaled)
 FE1013
 FE1013                          SUPERSEDED SURVEY CONTROL
 FE1013
 FE1013  NGVD 29 (??/??/??)   93.177  (m)          305.70   (f) ADJUSTED    2 0
 FE1013
 FE1013.Superseded values are not recommended for survey control.
 FE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1013.See file dsdata.txt to determine how the superseded data were derived.
 FE1013
 FE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE743128(NAD 83)
 FE1013_MARKER: DB = BENCH MARK DISK
 FE1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1013_STAMPING: Q 73 1935
 FE1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1013+STABILITY: SURFACE MOTION
 FE1013
 FE1013  HISTORY     - Date     Condition        Report By
 FE1013  HISTORY     - 1935     MONUMENTED       CGS
 FE1013  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1013
 FE1013                          STATION DESCRIPTION
 FE1013
 FE1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1013'5.7 MI SE FROM BRADEN.
 FE1013'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1013'COUNTY, AT THE SOUTH EDGE OF A SWAMP, 80 FEET WEST OF AN ASH
 FE1013'TREE, AT THE JUNCTION OF THE ROSSVILLE ROAD, 40 FEET EAST OF THE
 FE1013'CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE
 FE1013'OF THE ROAD.  A STANDARD DISK, STAMPED Q 73 1935 AND SET IN THE
 FE1013'TOP OF A CONCRETE POST.
 FE1013
 FE1013                          STATION RECOVERY (2002)
 FE1013
 FE1013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0477 ***********************************************************************
 FF0477  DESIGNATION -  Q 75
 FF0477  PID         -  FF0477
 FF0477  STATE/COUNTY-  TN/SHELBY
 FF0477  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0477
 FF0477                         *CURRENT SURVEY CONTROL
 FF0477  ___________________________________________________________________
 FF0477* NAD 83(1986)-  35 02 07.     (N)    090 06 43.     (W)     SCALED    
 FF0477* NAVD 88     -        85.436  (meters)     280.30   (feet)  ADJUSTED  
 FF0477  ___________________________________________________________________
 FF0477  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0477  DYNAMIC HT  -          85.357 (meters)     280.04  (feet)  COMP
 FF0477  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FF0477
 FF0477  VERT ORDER  -  FIRST     CLASS II
 FF0477
 FF0477.The horizontal coordinates were scaled from a topographic map and have
 FF0477.an estimated accuracy of +/- 6 seconds.
 FF0477
 FF0477.The orthometric height was determined by differential leveling
 FF0477.and adjusted by the National Geodetic Survey in June 1991..
 FF0477
 FF0477.The geoid height was determined by GEOID03.
 FF0477
 FF0477.The dynamic height is computed by dividing the NAVD 88
 FF0477.geopotential number by the normal gravity value computed on the
 FF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0477.degrees latitude (g = 980.6199 gals.).
 FF0477
 FF0477.The modeled gravity was interpolated from observed gravity values.
 FF0477
 FF0477;                    North         East    Units  Estimated Accuracy
 FF0477;SPC TN       -    85,760.      224,880.      MT  (+/- 180 meters Scaled)
 FF0477
 FF0477                          SUPERSEDED SURVEY CONTROL
 FF0477
 FF0477  NGVD 29 (??/??/??)   85.414  (m)          280.23   (f) ADJUSTED    1 2
 FF0477
 FF0477.Superseded values are not recommended for survey control.
 FF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0477.See file dsdata.txt to determine how the superseded data were derived.
 FF0477
 FF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU634807(NAD 83)
 FF0477_MARKER: DB = BENCH MARK DISK
 FF0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0477_STAMPING: Q 75 1956
 FF0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0477+STABILITY: SURFACE MOTION
 FF0477
 FF0477  HISTORY     - Date     Condition        Report By
 FF0477  HISTORY     - 1956     MONUMENTED       CGS
 FF0477  HISTORY     - 1976     GOOD             NGS
 FF0477  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0477
 FF0477                          STATION DESCRIPTION
 FF0477
 FF0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0477'5.2 MI SW FROM MEMPHIS.
 FF0477'5.25 MILES SOUTHWEST AND SOUTH ALONG THE ILLINOIS CENTRAL
 FF0477'RAILROAD FROM THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT
 FF0477'0.25 MILE SOUTHWEST OF MILE POST M 8, AT CROSSING OF RAINES
 FF0477'ROAD (EAST-WEST BLACK TOP ROAD), 190 FEET WEST OF CENTER OF
 FF0477'CROSSING, 154 FEET WEST-NORTHWEST OF NEAR RAIL OF TRACK, 27
 FF0477'FEET SOUTH OF CENTER LINE OF RAINES ROAD, 1 1/2 FEET NORTH OF A
 FF0477'WIRE FENCE, 92 1/2 FEET WEST OF A FENCE CORNER, 14.7 FEET
 FF0477'SOUTHWEST OF POWER POLE NO. 30358, 2 FEET EAST OF A WHITE
 FF0477'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF RAINES ROAD,
 FF0477'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0477
 FF0477                          STATION RECOVERY (1976)
 FF0477
 FF0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0477'RECOVERED IN GOOD CONDITION.
 FF0477
 FF0477                          STATION RECOVERY (1995)
 FF0477
 FF0477'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1355 ***********************************************************************
 GB1355  DESIGNATION -  Q 77
 GB1355  PID         -  GB1355
 GB1355  STATE/COUNTY-  TN/PICKETT
 GB1355  USGS QUAD   -  BYRDSTOWN (1981)
 GB1355
 GB1355                         *CURRENT SURVEY CONTROL
 GB1355  ___________________________________________________________________
 GB1355* NAD 83(1986)-  36 34 28.     (N)    085 07 45.     (W)     SCALED    
 GB1355* NAVD 88     -       316.043  (meters)    1036.88   (feet)  POSTED    
 GB1355  ___________________________________________________________________
 GB1355  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB1355  DYNAMIC HT  -         315.770 (meters)    1035.99  (feet)  COMP
 GB1355  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 GB1355
 GB1355  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1355
 GB1355.The horizontal coordinates were scaled from a topographic map and have
 GB1355.an estimated accuracy of +/- 6 seconds.
 GB1355
 GB1355.The orthometric height was determined by differential leveling
 GB1355.and adjusted by the National Geodetic Survey in 1992..
 GB1355.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1355.rate of 1.1 thru 2.0 mm/km.
 GB1355
 GB1355.The geoid height was determined by GEOID03.
 GB1355
 GB1355.The dynamic height is computed by dividing the NAVD 88
 GB1355.geopotential number by the normal gravity value computed on the
 GB1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1355.degrees latitude (g = 980.6199 gals.).
 GB1355
 GB1355.The modeled gravity was interpolated from observed gravity values.
 GB1355
 GB1355;                    North         East    Units  Estimated Accuracy
 GB1355;SPC TN       -   249,000.      677,950.      MT  (+/- 180 meters Scaled)
 GB1355
 GB1355                          SUPERSEDED SURVEY CONTROL
 GB1355
 GB1355  NGVD 29 (??/??/92)  316.162  (m)         1037.27   (f) ADJ UNCH    2 0
 GB1355
 GB1355.Superseded values are not recommended for survey control.
 GB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1355.See file dsdata.txt to determine how the superseded data were derived.
 GB1355
 GB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF673492(NAD 83)
 GB1355_MARKER: DB = BENCH MARK DISK
 GB1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1355_STAMPING: Q 77 1935
 GB1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1355+STABILITY: SURFACE MOTION
 GB1355
 GB1355  HISTORY     - Date     Condition        Report By
 GB1355  HISTORY     - 1935     MONUMENTED       CGS
 GB1355
 GB1355                          STATION DESCRIPTION
 GB1355
 GB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1355'AT BYRDSTOWN.
 GB1355'AT THE NORTH EDGE OF BYRDSTOWN, PICKETT COUNTY, ON STATE
 GB1355'HIGHWAY 42, AT THE SUMMIT OF A HILL, 170 FEET NORTH OF THE
 GB1355'NORTH END OF A CHURCH, 29 FEET EAST OF THE CENTERLINE OF THE
 GB1355'HIGHWAY, 2 FEET SOUTH OF A WIRE FENCE, AND ABOUT 2 FEET HIGHER THAN
 GB1355'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 77 1935 AND SET IN THE
 GB1355'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0990 ***********************************************************************
 GB0990  DESIGNATION -  Q 78
 GB0990  PID         -  GB0990
 GB0990  STATE/COUNTY-  TN/FENTRESS
 GB0990  USGS QUAD   -  JAMESTOWN (1979)
 GB0990
 GB0990                         *CURRENT SURVEY CONTROL
 GB0990  ___________________________________________________________________
 GB0990* NAD 83(1986)-  36 25 39.     (N)    084 55 55.     (W)     SCALED    
 GB0990* NAVD 88     -       523.532  (meters)    1717.62   (feet)  ADJUSTED  
 GB0990  ___________________________________________________________________
 GB0990  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0990  DYNAMIC HT  -         523.068 (meters)    1716.10  (feet)  COMP
 GB0990  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB0990
 GB0990  VERT ORDER  -  SECOND    CLASS 0
 GB0990
 GB0990.The horizontal coordinates were scaled from a topographic map and have
 GB0990.an estimated accuracy of +/- 6 seconds.
 GB0990
 GB0990.The orthometric height was determined by differential leveling
 GB0990.and adjusted by the National Geodetic Survey in June 1991..
 GB0990
 GB0990.The geoid height was determined by GEOID03.
 GB0990
 GB0990.The dynamic height is computed by dividing the NAVD 88
 GB0990.geopotential number by the normal gravity value computed on the
 GB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0990.degrees latitude (g = 980.6199 gals.).
 GB0990
 GB0990.The modeled gravity was interpolated from observed gravity values.
 GB0990
 GB0990;                    North         East    Units  Estimated Accuracy
 GB0990;SPC TN       -   232,870.      695,780.      MT  (+/- 180 meters Scaled)
 GB0990
 GB0990                          SUPERSEDED SURVEY CONTROL
 GB0990
 GB0990  NGVD 29 (??/??/92)  523.636  (m)         1717.96   (f) ADJ UNCH    2 0
 GB0990
 GB0990.Superseded values are not recommended for survey control.
 GB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0990.See file dsdata.txt to determine how the superseded data were derived.
 GB0990
 GB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF853333(NAD 83)
 GB0990_MARKER: DB = BENCH MARK DISK
 GB0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0990_SP_SET: BUILDING
 GB0990_STAMPING: Q 78 1935
 GB0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0990
 GB0990  HISTORY     - Date     Condition        Report By
 GB0990  HISTORY     - 1935     MONUMENTED       CGS
 GB0990  HISTORY     - 1951     GOOD             NGS
 GB0990
 GB0990                          STATION DESCRIPTION
 GB0990
 GB0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0990'AT JAMESTOWN.
 GB0990'AT JAMESTOWN, FENTRESS COUNTY, ON STATE HIGHWAY 28, 130 FEET
 GB0990'NORTHEAST OF THE NORTHEAST CORNER OF THE COUNTY COURTHOUSE,
 GB0990'AT A STREET INTERSECTION, 33 FEET SOUTH OF THE CENTERLINE OF
 GB0990'THE EAST-AND-WEST STREET, 28 FEET EAST OF THE CENTERLINE OF THE
 GB0990'HIGHWAY, AT A SMALL BUILDING HOUSING THE FARMERS BANK IN 1935,
 GB0990'IN THE WEST WALL, 1.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 GB0990'BUILDING, AND 4 FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD
 GB0990'DISK, STAMPED Q 78 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2613 ***********************************************************************
 GA2613  DESIGNATION -  Q 79
 GA2613  PID         -  GA2613
 GA2613  STATE/COUNTY-  TN/CAMPBELL
 GA2613  USGS QUAD   -  EAGAN (1953)
 GA2613
 GA2613                         *CURRENT SURVEY CONTROL
 GA2613  ___________________________________________________________________
 GA2613* NAD 83(1986)-  36 32 47.     (N)    083 59 31.     (W)     SCALED    
 GA2613* NAVD 88     -       331.716  (meters)    1088.30   (feet)  ADJUSTED  
 GA2613  ___________________________________________________________________
 GA2613  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GA2613  DYNAMIC HT  -         331.428 (meters)    1087.36  (feet)  COMP
 GA2613  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GA2613
 GA2613  VERT ORDER  -  SECOND    CLASS 0
 GA2613
 GA2613.The horizontal coordinates were scaled from a topographic map and have
 GA2613.an estimated accuracy of +/- 6 seconds.
 GA2613
 GA2613.The orthometric height was determined by differential leveling
 GA2613.and adjusted by the National Geodetic Survey in June 1991..
 GA2613
 GA2613.The geoid height was determined by GEOID03.
 GA2613
 GA2613.The dynamic height is computed by dividing the NAVD 88
 GA2613.geopotential number by the normal gravity value computed on the
 GA2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2613.degrees latitude (g = 980.6199 gals.).
 GA2613
 GA2613.The modeled gravity was interpolated from observed gravity values.
 GA2613
 GA2613;                    North         East    Units  Estimated Accuracy
 GA2613;SPC TN       -   247,390.      779,790.      MT  (+/- 180 meters Scaled)
 GA2613
 GA2613                          SUPERSEDED SURVEY CONTROL
 GA2613
 GA2613  NGVD 29 (??/??/92)  331.861  (m)         1088.78   (f) ADJ UNCH    2 0
 GA2613
 GA2613.Superseded values are not recommended for survey control.
 GA2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2613.See file dsdata.txt to determine how the superseded data were derived.
 GA2613
 GA2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA321487(NAD 83)
 GA2613_MARKER: DB = BENCH MARK DISK
 GA2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2613_STAMPING: Q 79 1935
 GA2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2613+STABILITY: SURFACE MOTION
 GA2613
 GA2613  HISTORY     - Date     Condition        Report By
 GA2613  HISTORY     - 1935     MONUMENTED       CGS
 GA2613  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2613
 GA2613                          STATION DESCRIPTION
 GA2613
 GA2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2613'AT ANTHRAS.
 GA2613'AT ANTHRAS, EAST OF THE CROSSING OF THE BRANCH LINE OF THE
 GA2613'LOUISVILLE AND NASHVILLE RAILROAD AND STATE HIGHWAY 90, 24 FEET
 GA2613'NORTH OF THE NORTH RAIL, AT A STONE CULVERT OVER A DRAIN, AND
 GA2613'ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0817 ***********************************************************************
 FC0817  DESIGNATION -  Q 8
 FC0817  PID         -  FC0817
 FC0817  STATE/COUNTY-  TN/CUMBERLAND
 FC0817  USGS QUAD   -  OZONE (1989)
 FC0817
 FC0817                         *CURRENT SURVEY CONTROL
 FC0817  ___________________________________________________________________
 FC0817* NAD 83(1986)-  35 52 54.     (N)    084 48 39.     (W)     SCALED    
 FC0817* NAVD 88     -       502.207  (meters)    1647.66   (feet)  ADJUSTED  
 FC0817  ___________________________________________________________________
 FC0817  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC0817  DYNAMIC HT  -         501.733 (meters)    1646.10  (feet)  COMP
 FC0817  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FC0817
 FC0817  VERT ORDER  -  SECOND    CLASS 0
 FC0817
 FC0817.The horizontal coordinates were scaled from a topographic map and have
 FC0817.an estimated accuracy of +/- 6 seconds.
 FC0817
 FC0817.The orthometric height was determined by differential leveling
 FC0817.and adjusted by the National Geodetic Survey in June 1991..
 FC0817
 FC0817.The geoid height was determined by GEOID03.
 FC0817
 FC0817.The dynamic height is computed by dividing the NAVD 88
 FC0817.geopotential number by the normal gravity value computed on the
 FC0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0817.degrees latitude (g = 980.6199 gals.).
 FC0817
 FC0817.The modeled gravity was interpolated from observed gravity values.
 FC0817
 FC0817;                    North         East    Units  Estimated Accuracy
 FC0817;SPC TN       -   172,440.      707,370.      MT  (+/- 180 meters Scaled)
 FC0817
 FC0817                          SUPERSEDED SURVEY CONTROL
 FC0817
 FC0817  NGVD 29 (??/??/92)  502.293  (m)         1647.94   (f) ADJ UNCH    2 0
 FC0817
 FC0817.Superseded values are not recommended for survey control.
 FC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0817.See file dsdata.txt to determine how the superseded data were derived.
 FC0817
 FC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE976730(NAD 83)
 FC0817_MARKER: DB = BENCH MARK DISK
 FC0817_SETTING: 66 = SET IN ROCK OUTCROP
 FC0817_SP_SET: ROCK LEDGE
 FC0817_STAMPING: 1648.071 Q 8 1931
 FC0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0817+STABILITY: POSITION/ELEVATION WELL
 FC0817
 FC0817  HISTORY     - Date     Condition        Report By
 FC0817  HISTORY     - 1931     MONUMENTED       CGS
 FC0817  HISTORY     - 1958     GOOD             TNHD
 FC0817  HISTORY     - 1973     GOOD             TVA
 FC0817
 FC0817                          STATION DESCRIPTION
 FC0817
 FC0817'DESCRIBED BY TN HIGHWAY DEPT 1958
 FC0817'AT OZONE.
 FC0817'IT IS ABOUT 6 RAILS EAST OF THE FORMER SIGHT OF THE TENNESSEE
 FC0817'CENTRAL RAILWAY STATION, ABOUT 5 RAILS WEST OF WEST END OF
 FC0817'TRESTLE OVER FALLS CREEK, 63 FEET NORTH OF NORTH RAIL OF MAIN
 FC0817'TRACK, IN A SLOPING ROCK LEDGE AT THE EDGE OF A CLUMP OF PINES
 FC0817'AND ON LINE WITH TELEGRAPH POLES.  ORIGINAL DESCRIPTION-- AT
 FC0817'OZONE, CUMBERLAND COUNTY, 6 RAILS EAST OF THE TENNESSEE CENTRAL
 FC0817'RAILWAY STATION, 5 RAILS WEST OF THE WEST END OF THE TRESTLE
 FC0817'OVER FALLS CREEK, 63 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 FC0817'TRACK, IN A SLOPING ROCK LEDGE, AND IN LINE WITH A ROW OF POLES.
 FC0817'A STANDARD DISK, STAMPED 1648.071 Q 8 1931.
 FC0817
 FC0817                          STATION RECOVERY (1973)
 FC0817
 FC0817'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1824 ***********************************************************************
 GB1824  DESIGNATION -  Q 80
 GB1824  PID         -  GB1824
 GB1824  STATE/COUNTY-  TN/SMITH
 GB1824  USGS QUAD   -  GORDONSVILLE (1986)
 GB1824
 GB1824                         *CURRENT SURVEY CONTROL
 GB1824  ___________________________________________________________________
 GB1824* NAD 83(1986)-  36 14 47.     (N)    085 57 21.     (W)     SCALED    
 GB1824* NAVD 88     -       148.353  (meters)     486.72   (feet)  POSTED    
 GB1824  ___________________________________________________________________
 GB1824  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB1824  DYNAMIC HT  -         148.230 (meters)     486.32  (feet)  COMP
 GB1824  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GB1824
 GB1824  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1824
 GB1824.The horizontal coordinates were scaled from a topographic map and have
 GB1824.an estimated accuracy of +/- 6 seconds.
 GB1824
 GB1824.The orthometric height was determined by differential leveling
 GB1824.and adjusted by the National Geodetic Survey in 1992..
 GB1824.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1824.rate of 0.0 thru 1.0 mm/km.
 GB1824
 GB1824.The geoid height was determined by GEOID03.
 GB1824
 GB1824.The dynamic height is computed by dividing the NAVD 88
 GB1824.geopotential number by the normal gravity value computed on the
 GB1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1824.degrees latitude (g = 980.6199 gals.).
 GB1824
 GB1824.The modeled gravity was interpolated from observed gravity values.
 GB1824
 GB1824;                    North         East    Units  Estimated Accuracy
 GB1824;SPC TN       -   212,260.      603,970.      MT  (+/- 180 meters Scaled)
 GB1824
 GB1824                          SUPERSEDED SURVEY CONTROL
 GB1824
 GB1824  NGVD 29 (??/??/92)  148.431  (m)          486.98   (f) ADJ UNCH    2 0
 GB1824
 GB1824.Superseded values are not recommended for survey control.
 GB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1824.See file dsdata.txt to determine how the superseded data were derived.
 GB1824
 GB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF938117(NAD 83)
 GB1824_MARKER: DB = BENCH MARK DISK
 GB1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1824_STAMPING: Q 80 1935
 GB1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1824+STABILITY: SURFACE MOTION
 GB1824
 GB1824  HISTORY     - Date     Condition        Report By
 GB1824  HISTORY     - 1935     MONUMENTED       CGS
 GB1824  HISTORY     - 1950     GOOD             NGS
 GB1824
 GB1824                          STATION DESCRIPTION
 GB1824
 GB1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1824'AT CARTHAGE.
 GB1824'AT CARTHAGE, SMITH COUNTY, ON THE TENNESSEE CENTRAL RAILWAY, 270
 GB1824'YARDS NORTHWEST OF THE STATION, 200 YARDS SOUTHEAST OF THE SOUTHWEST
 GB1824'END OF THE HIGHWAY BRIDGE OVER CUMBERLAND RIVER, ON THE WEST BANK
 GB1824'OF CUMBERLAND RIVER, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 GB1824'SOUTHWEST OF A STOCKPEN, AND LEVEL WITH THE TRACK.  A STANDARD
 GB1824'DISK, STAMPED Q 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1824'NOTE-- IT WAS REPORTED IN OCTOBER 1950 THAT THIS MARK IS SETTLING.
 GB1824'ITS ELEVATION ACCORDING TO ENGINEERS OF THE U.S. GEOLOGICAL SURVEY
 GB1824'IS 486.64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1654 ***********************************************************************
 GB1654  DESIGNATION -  Q 81
 GB1654  PID         -  GB1654
 GB1654  STATE/COUNTY-  TN/OVERTON
 GB1654  USGS QUAD   -  LIVINGSTON (1986)
 GB1654
 GB1654                         *CURRENT SURVEY CONTROL
 GB1654  ___________________________________________________________________
 GB1654* NAD 83(1986)-  36 23 10.     (N)    085 19 24.     (W)     SCALED    
 GB1654* NAVD 88     -       305.824  (meters)    1003.36   (feet)  ADJUSTED  
 GB1654  ___________________________________________________________________
 GB1654  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB1654  DYNAMIC HT  -         305.550 (meters)    1002.46  (feet)  COMP
 GB1654  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GB1654
 GB1654  VERT ORDER  -  SECOND    CLASS 0
 GB1654
 GB1654.The horizontal coordinates were scaled from a topographic map and have
 GB1654.an estimated accuracy of +/- 6 seconds.
 GB1654
 GB1654.The orthometric height was determined by differential leveling
 GB1654.and adjusted by the National Geodetic Survey in June 1991..
 GB1654
 GB1654.The geoid height was determined by GEOID03.
 GB1654
 GB1654.The dynamic height is computed by dividing the NAVD 88
 GB1654.geopotential number by the normal gravity value computed on the
 GB1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1654.degrees latitude (g = 980.6199 gals.).
 GB1654
 GB1654.The modeled gravity was interpolated from observed gravity values.
 GB1654
 GB1654;                    North         East    Units  Estimated Accuracy
 GB1654;SPC TN       -   227,970.      660,710.      MT  (+/- 180 meters Scaled)
 GB1654
 GB1654                          SUPERSEDED SURVEY CONTROL
 GB1654
 GB1654  NGVD 29 (??/??/92)  305.906  (m)         1003.63   (f) ADJ UNCH    2 0
 GB1654
 GB1654.Superseded values are not recommended for survey control.
 GB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1654.See file dsdata.txt to determine how the superseded data were derived.
 GB1654
 GB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF503280(NAD 83)
 GB1654_MARKER: DB = BENCH MARK DISK
 GB1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1654_STAMPING: Q 81 1935
 GB1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1654+STABILITY: SURFACE MOTION
 GB1654
 GB1654  HISTORY     - Date     Condition        Report By
 GB1654  HISTORY     - 1935     MONUMENTED       CGS
 GB1654
 GB1654                          STATION DESCRIPTION
 GB1654
 GB1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1654'AT LIVINGSTON.
 GB1654'AT LIVINGSTON, OVERTON COUNTY, ON STATE HIGHWAY 52, ABOUT 85 YARDS
 GB1654'NORTH OF A FLOUR MILL, IN THE LAWN OF A HOUSE OWNED BY ROY SMITH,
 GB1654'4 FEET EAST OF THE GARDEN FENCE, 28 FEET WEST OF THE CENTERLINE
 GB1654'OF THE HIGHWAY, AND ABOUT 2.5 FEET LOWER THAN THE HIGHWAY.  A
 GB1654'STANDARD DISK, STAMPED Q 81 1935 AND SET IN THE TOP OF A CONCRETE
 GB1654'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1971 ***********************************************************************
 GB1971  DESIGNATION -  Q 82
 GB1971  PID         -  GB1971
 GB1971  STATE/COUNTY-  TN/MACON
 GB1971  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1971
 GB1971                         *CURRENT SURVEY CONTROL
 GB1971  ___________________________________________________________________
 GB1971* NAD 83(1986)-  36 31 59.     (N)    085 50 59.     (W)     SCALED    
 GB1971* NAVD 88     -       234.028  (meters)     767.81   (feet)  ADJUSTED  
 GB1971  ___________________________________________________________________
 GB1971  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GB1971  DYNAMIC HT  -         233.829 (meters)     767.15  (feet)  COMP
 GB1971  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GB1971
 GB1971  VERT ORDER  -  SECOND    CLASS 0
 GB1971
 GB1971.The horizontal coordinates were scaled from a topographic map and have
 GB1971.an estimated accuracy of +/- 6 seconds.
 GB1971
 GB1971.The orthometric height was determined by differential leveling
 GB1971.and adjusted by the National Geodetic Survey in June 1991..
 GB1971
 GB1971.The geoid height was determined by GEOID03.
 GB1971
 GB1971.The dynamic height is computed by dividing the NAVD 88
 GB1971.geopotential number by the normal gravity value computed on the
 GB1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1971.degrees latitude (g = 980.6199 gals.).
 GB1971
 GB1971.The modeled gravity was interpolated from observed gravity values.
 GB1971
 GB1971;                    North         East    Units  Estimated Accuracy
 GB1971;SPC TN       -   244,080.      613,460.      MT  (+/- 180 meters Scaled)
 GB1971
 GB1971                          SUPERSEDED SURVEY CONTROL
 GB1971
 GB1971  NGVD 29 (??/??/92)  234.125  (m)          768.13   (f) ADJ UNCH    2 0
 GB1971
 GB1971.Superseded values are not recommended for survey control.
 GB1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1971.See file dsdata.txt to determine how the superseded data were derived.
 GB1971
 GB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF029436(NAD 83)
 GB1971_MARKER: DB = BENCH MARK DISK
 GB1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1971_STAMPING: Q 82 1935
 GB1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1971+STABILITY: SURFACE MOTION
 GB1971
 GB1971  HISTORY     - Date     Condition        Report By
 GB1971  HISTORY     - 1935     MONUMENTED       CGS
 GB1971
 GB1971                          STATION DESCRIPTION
 GB1971
 GB1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1971'AT RED BOILING SPRINGS.
 GB1971'AT RED BOILING SPRINGS, MACON COUNTY, ON STATE HIGHWAY 52, ABOUT
 GB1971'210 YARDS SOUTHEAST OF THE PALACE HOTEL, 30 YARDS NORTH OF A
 GB1971'STANDARD OIL CO. SERVICE STATION, 23 FEET EAST OF THE CENTERLINE
 GB1971'OF THE HIGHWAY, AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1971'DISK, STAMPED Q 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0148 ***********************************************************************
 GC0148  DESIGNATION -  Q 83
 GC0148  PID         -  GC0148
 GC0148  STATE/COUNTY-  TN/SUMNER
 GC0148  USGS QUAD   -  GALLATIN (1983)
 GC0148
 GC0148                         *CURRENT SURVEY CONTROL
 GC0148  ___________________________________________________________________
 GC0148* NAD 83(1986)-  36 23 51.     (N)    086 24 08.     (W)     SCALED    
 GC0148* NAVD 88     -       187.617  (meters)     615.54   (feet)  ADJUSTED  
 GC0148  ___________________________________________________________________
 GC0148  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0148  DYNAMIC HT  -         187.465 (meters)     615.04  (feet)  COMP
 GC0148  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC0148
 GC0148  VERT ORDER  -  SECOND    CLASS 0
 GC0148
 GC0148.The horizontal coordinates were scaled from a topographic map and have
 GC0148.an estimated accuracy of +/- 6 seconds.
 GC0148
 GC0148.The orthometric height was determined by differential leveling
 GC0148.and adjusted by the National Geodetic Survey in June 1991..
 GC0148
 GC0148.The geoid height was determined by GEOID03.
 GC0148
 GC0148.The dynamic height is computed by dividing the NAVD 88
 GC0148.geopotential number by the normal gravity value computed on the
 GC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0148.degrees latitude (g = 980.6199 gals.).
 GC0148
 GC0148.The modeled gravity was interpolated from observed gravity values.
 GC0148
 GC0148;                    North         East    Units  Estimated Accuracy
 GC0148;SPC TN       -   229,100.      563,920.      MT  (+/- 180 meters Scaled)
 GC0148
 GC0148                          SUPERSEDED SURVEY CONTROL
 GC0148
 GC0148  NGVD 29 (??/??/92)  187.692  (m)          615.79   (f) ADJ UNCH    2 0
 GC0148
 GC0148.Superseded values are not recommended for survey control.
 GC0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0148.See file dsdata.txt to determine how the superseded data were derived.
 GC0148
 GC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF536282(NAD 83)
 GC0148_MARKER: DB = BENCH MARK DISK
 GC0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0148_STAMPING: Q 83 1935
 GC0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0148+STABILITY: SURFACE MOTION
 GC0148
 GC0148  HISTORY     - Date     Condition        Report By
 GC0148  HISTORY     - 1935     MONUMENTED       CGS
 GC0148  HISTORY     - 1955     GOOD             USGS
 GC0148
 GC0148                          STATION DESCRIPTION
 GC0148
 GC0148'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GC0148'3.7 MI NE FROM GALLATIN.
 GC0148'3.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0148'FROM THE STATION AT GALLATIN, SUMNER COUNTY, 34 YARDS NORTH OF
 GC0148'THE NORTH END OF THE STATION SHED AT TROUSDALE, AT THE CROSSING
 GC0148'OF STATE HIGHWAY 25, 57.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GC0148'26 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 25, 1 FOOT
 GC0148'NORTHWEST OF A FENCE LINE, AND ABOUT 2-1/2 FEET BELOW THE TOP OF
 GC0148'THE RAIL.  A STANDARD DISK, STAMPED Q 83 1935 AND SET IN THE
 GC0148'TOP OF A CONCRETE POST.  NOTE-- POST HAS BEEN STRUCK FROM THE
 GC0148'SIDE AND LEANS SOMEWHAT.  THE ELEVATION IS PROBABLY NOT ALTERED
 GC0148'CONSIDERABLY AS THE POST IS STILL SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1624 ***********************************************************************
 GB1624  DESIGNATION -  Q 84
 GB1624  PID         -  GB1624
 GB1624  STATE/COUNTY-  TN/PUTNAM
 GB1624  USGS QUAD   -  MONTEREY (1981)
 GB1624
 GB1624                         *CURRENT SURVEY CONTROL
 GB1624  ___________________________________________________________________
 GB1624* NAD 83(1986)-  36 09 26.     (N)    085 18 17.     (W)     SCALED    
 GB1624* NAVD 88     -       558.932  (meters)    1833.76   (feet)  POSTED    
 GB1624  ___________________________________________________________________
 GB1624  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB1624  DYNAMIC HT  -         558.420 (meters)    1832.08  (feet)  COMP
 GB1624  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GB1624
 GB1624  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB1624
 GB1624.The horizontal coordinates were scaled from a topographic map and have
 GB1624.an estimated accuracy of +/- 6 seconds.
 GB1624
 GB1624.The orthometric height was determined by differential leveling
 GB1624.and adjusted by the National Geodetic Survey in 1992..
 GB1624.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB1624.rate of 3.1 thru 4.0 mm/km.
 GB1624
 GB1624.The geoid height was determined by GEOID03.
 GB1624
 GB1624.The dynamic height is computed by dividing the NAVD 88
 GB1624.geopotential number by the normal gravity value computed on the
 GB1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1624.degrees latitude (g = 980.6199 gals.).
 GB1624
 GB1624.The modeled gravity was interpolated from observed gravity values.
 GB1624
 GB1624;                    North         East    Units  Estimated Accuracy
 GB1624;SPC TN       -   202,580.      662,560.      MT  (+/- 180 meters Scaled)
 GB1624
 GB1624                          SUPERSEDED SURVEY CONTROL
 GB1624
 GB1624  NGVD 29 (??/??/92)  558.959  (m)         1833.85   (f) ADJ UNCH    2 0
 GB1624
 GB1624.Superseded values are not recommended for survey control.
 GB1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1624.See file dsdata.txt to determine how the superseded data were derived.
 GB1624
 GB1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF524027(NAD 83)
 GB1624_MARKER: DB = BENCH MARK DISK
 GB1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1624_STAMPING: Q 84 1935
 GB1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1624+STABILITY: SURFACE MOTION
 GB1624
 GB1624  HISTORY     - Date     Condition        Report By
 GB1624  HISTORY     - 1935     MONUMENTED       CGS
 GB1624
 GB1624                          STATION DESCRIPTION
 GB1624
 GB1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1624'1.7 MI NW FROM MONTEREY.
 GB1624'1.7 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1624'THE STATION AT MONTEREY, PUTNAM COUNTY, 85 YARDS EAST OF MILEPOST
 GB1624'106, 110 YARDS SOUTH OF A SCHOOLHOUSE, 42 FEET SOUTHEAST OF THE
 GB1624'INTERSECTION OF THE SOUTH RAIL OF THE CENTERLINE OF A DIRT ROAD,
 GB1624'23 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 GB1624'TOP OF THE RAIL.  A STANDARD DISK, STAMPED Q 84 1935 AND SET
 GB1624'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0351 ***********************************************************************
 GC0351  DESIGNATION -  Q 86
 GC0351  PID         -  GC0351
 GC0351  STATE/COUNTY-  TN/SUMNER
 GC0351  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0351
 GC0351                         *CURRENT SURVEY CONTROL
 GC0351  ___________________________________________________________________
 GC0351* NAD 83(1986)-  36 19 29.     (N)    086 35 34.     (W)     SCALED    
 GC0351* NAVD 88     -       150.609  (meters)     494.12   (feet)  ADJUSTED  
 GC0351  ___________________________________________________________________
 GC0351  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0351  DYNAMIC HT  -         150.482 (meters)     493.71  (feet)  COMP
 GC0351  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GC0351
 GC0351  VERT ORDER  -  SECOND    CLASS 0
 GC0351
 GC0351.The horizontal coordinates were scaled from a topographic map and have
 GC0351.an estimated accuracy of +/- 6 seconds.
 GC0351
 GC0351.The orthometric height was determined by differential leveling
 GC0351.and adjusted by the National Geodetic Survey in June 1991..
 GC0351
 GC0351.The geoid height was determined by GEOID03.
 GC0351
 GC0351.The dynamic height is computed by dividing the NAVD 88
 GC0351.geopotential number by the normal gravity value computed on the
 GC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0351.degrees latitude (g = 980.6199 gals.).
 GC0351
 GC0351.The modeled gravity was interpolated from observed gravity values.
 GC0351
 GC0351;                    North         East    Units  Estimated Accuracy
 GC0351;SPC TN       -   221,110.      546,770.      MT  (+/- 180 meters Scaled)
 GC0351
 GC0351                          SUPERSEDED SURVEY CONTROL
 GC0351
 GC0351  NGVD 29 (??/??/92)  150.647  (m)          494.25   (f) ADJ UNCH    2 0
 GC0351
 GC0351.Superseded values are not recommended for survey control.
 GC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0351.See file dsdata.txt to determine how the superseded data were derived.
 GC0351
 GC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF365200(NAD 83)
 GC0351_MARKER: DB = BENCH MARK DISK
 GC0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0351_STAMPING: Q 86 1935
 GC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0351+STABILITY: SURFACE MOTION
 GC0351
 GC0351  HISTORY     - Date     Condition        Report By
 GC0351  HISTORY     - 1935     MONUMENTED       CGS
 GC0351  HISTORY     - 1950     MARK NOT FOUND   NGS
 GC0351
 GC0351                          STATION DESCRIPTION
 GC0351
 GC0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0351'2 MI NE FROM HENDERSONVILLE.
 GC0351'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0351'FROM THE STATION AT HENDERSONVILLE, SUMNER COUNTY, AT A ROAD
 GC0351'CROSSING, 21 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 27.9
 GC0351'FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTHWEST OF A FENCE, AND
 GC0351'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED Q 86 1935 AND SET
 GC0351'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1022 ***********************************************************************
 GC1022  DESIGNATION -  Q 87
 GC1022  PID         -  GC1022
 GC1022  STATE/COUNTY-  TN/ROBERTSON
 GC1022  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1022
 GC1022                         *CURRENT SURVEY CONTROL
 GC1022  ___________________________________________________________________
 GC1022* NAD 83(1986)-  36 33 02.     (N)    086 59 59.     (W)     SCALED    
 GC1022* NAVD 88     -       205.348  (meters)     673.71   (feet)  ADJUSTED  
 GC1022  ___________________________________________________________________
 GC1022  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1022  DYNAMIC HT  -         205.180 (meters)     673.16  (feet)  COMP
 GC1022  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GC1022
 GC1022  VERT ORDER  -  SECOND    CLASS 0
 GC1022
 GC1022.The horizontal coordinates were scaled from a topographic map and have
 GC1022.an estimated accuracy of +/- 6 seconds.
 GC1022
 GC1022.The orthometric height was determined by differential leveling
 GC1022.and adjusted by the National Geodetic Survey in June 1991..
 GC1022
 GC1022.The geoid height was determined by GEOID03.
 GC1022
 GC1022.The dynamic height is computed by dividing the NAVD 88
 GC1022.geopotential number by the normal gravity value computed on the
 GC1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1022.degrees latitude (g = 980.6199 gals.).
 GC1022
 GC1022.The modeled gravity was interpolated from observed gravity values.
 GC1022
 GC1022;                    North         East    Units  Estimated Accuracy
 GC1022;SPC TN       -   246,460.      510,490.      MT  (+/- 180 meters Scaled)
 GC1022
 GC1022                          SUPERSEDED SURVEY CONTROL
 GC1022
 GC1022  NGVD 29 (??/??/92)  205.404  (m)          673.90   (f) ADJ UNCH    2 0
 GC1022
 GC1022.Superseded values are not recommended for survey control.
 GC1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1022.See file dsdata.txt to determine how the superseded data were derived.
 GC1022
 GC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF000450(NAD 83)
 GC1022_MARKER: DB = BENCH MARK DISK
 GC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1022_STAMPING: Q 87 1935
 GC1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1022+STABILITY: SURFACE MOTION
 GC1022
 GC1022  HISTORY     - Date     Condition        Report By
 GC1022  HISTORY     - 1935     MONUMENTED       CGS
 GC1022  HISTORY     - 1956     MARK NOT FOUND   USGS
 GC1022
 GC1022                          STATION DESCRIPTION
 GC1022
 GC1022'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GC1022'AT CEDAR HILL.
 GC1022'AT CEDAR HILL, ROBERTSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1022'RAILROAD, 25 YARDS NORTHWEST OF THE STATION OFFICE WINDOW, 35
 GC1022'FEET NORTHWEST OF A MAIL CRANE, 18.8 FEET EAST OF THE EAST RAIL,
 GC1022'AND 1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GC1022'STAMPED Q 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0290 ***********************************************************************
 FF0290  DESIGNATION -  Q 88
 FF0290  PID         -  FF0290
 FF0290  STATE/COUNTY-  TN/SHELBY
 FF0290  USGS QUAD   -  LOCKE (1970)
 FF0290
 FF0290                         *CURRENT SURVEY CONTROL
 FF0290  ___________________________________________________________________
 FF0290* NAD 83(1986)-  35 19 47.     (N)    090 03 17.     (W)     SCALED    
 FF0290* NAVD 88     -        75.738  (meters)     248.48   (feet)  ADJUSTED  
 FF0290  ___________________________________________________________________
 FF0290  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF0290  DYNAMIC HT  -          75.670 (meters)     248.26  (feet)  COMP
 FF0290  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FF0290
 FF0290  VERT ORDER  -  FIRST     CLASS II
 FF0290
 FF0290.The horizontal coordinates were scaled from a topographic map and have
 FF0290.an estimated accuracy of +/- 6 seconds.
 FF0290
 FF0290.The orthometric height was determined by differential leveling
 FF0290.and adjusted by the National Geodetic Survey in June 1991..
 FF0290
 FF0290.The geoid height was determined by GEOID03.
 FF0290
 FF0290.The dynamic height is computed by dividing the NAVD 88
 FF0290.geopotential number by the normal gravity value computed on the
 FF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0290.degrees latitude (g = 980.6199 gals.).
 FF0290
 FF0290.The modeled gravity was interpolated from observed gravity values.
 FF0290
 FF0290;                    North         East    Units  Estimated Accuracy
 FF0290;SPC TN       -   118,190.      231,450.      MT  (+/- 180 meters Scaled)
 FF0290
 FF0290                          SUPERSEDED SURVEY CONTROL
 FF0290
 FF0290  NGVD 29 (??/??/??)   75.702  (m)          248.37   (f) ADJUSTED    1 2
 FF0290
 FF0290.Superseded values are not recommended for survey control.
 FF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0290.See file dsdata.txt to determine how the superseded data were derived.
 FF0290
 FF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV677135(NAD 83)
 FF0290_MARKER: DB = BENCH MARK DISK
 FF0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0290_STAMPING: Q 88 1957
 FF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0290+STABILITY: SURFACE MOTION
 FF0290
 FF0290  HISTORY     - Date     Condition        Report By
 FF0290  HISTORY     - 1957     MONUMENTED       CGS
 FF0290
 FF0290                          STATION DESCRIPTION
 FF0290
 FF0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0290'2 MI W FROM LOCKE.
 FF0290'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0290'JETER SCHOOL AT LOCKE, THENCE 0.85 MILE NORTHWEST ALONG A GRAVEL
 FF0290'ROAD (FOREST ROAD), 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 FF0290'ROAD, 33 FEET NORTH OF THE NORTH CORNER OF A 45 FOOT WOODEN
 FF0290'BRIDGE OVER A STREAM, 28 FEET EAST OF THE CENTER LINE OF A FOOT
 FF0290'PATH LEADING NORTH, 14 FEET EAST-SOUTHEAST OF A TRIANGULAR
 FF0290'BLAZED 8-INCH ASH TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 FF0290'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 FF0290'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1660 ***********************************************************************
 FE1660  DESIGNATION -  Q 89
 FE1660  PID         -  FE1660
 FE1660  STATE/COUNTY-  TN/TIPTON
 FE1660  USGS QUAD   -  GILT EDGE (1981)
 FE1660
 FE1660                         *CURRENT SURVEY CONTROL
 FE1660  ___________________________________________________________________
 FE1660* NAD 83(1986)-  35 33 03.     (N)    089 51 45.     (W)     SCALED    
 FE1660* NAVD 88     -       114.429  (meters)     375.42   (feet)  ADJUSTED  
 FE1660  ___________________________________________________________________
 FE1660  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1660  DYNAMIC HT  -         114.331 (meters)     375.10  (feet)  COMP
 FE1660  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 FE1660
 FE1660  VERT ORDER  -  FIRST     CLASS II
 FE1660
 FE1660.The horizontal coordinates were scaled from a topographic map and have
 FE1660.an estimated accuracy of +/- 6 seconds.
 FE1660
 FE1660.The orthometric height was determined by differential leveling
 FE1660.and adjusted by the National Geodetic Survey in June 1991..
 FE1660
 FE1660.The geoid height was determined by GEOID03.
 FE1660
 FE1660.The dynamic height is computed by dividing the NAVD 88
 FE1660.geopotential number by the normal gravity value computed on the
 FE1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1660.degrees latitude (g = 980.6199 gals.).
 FE1660
 FE1660.The modeled gravity was interpolated from observed gravity values.
 FE1660
 FE1660;                    North         East    Units  Estimated Accuracy
 FE1660;SPC TN       -   141,990.      249,880.      MT  (+/- 180 meters Scaled)
 FE1660
 FE1660                          SUPERSEDED SURVEY CONTROL
 FE1660
 FE1660  NGVD 29 (??/??/??)  114.401  (m)          375.33   (f) ADJUSTED    1 2
 FE1660
 FE1660.Superseded values are not recommended for survey control.
 FE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1660.See file dsdata.txt to determine how the superseded data were derived.
 FE1660
 FE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE405379(NAD 83)
 FE1660_MARKER: DB = BENCH MARK DISK
 FE1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1660_STAMPING: Q 89 1957
 FE1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1660+STABILITY: SURFACE MOTION
 FE1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1660+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1660
 FE1660  HISTORY     - Date     Condition        Report By
 FE1660  HISTORY     - 1957     MONUMENTED       CGS
 FE1660  HISTORY     - 20020807 GOOD             USACE
 FE1660
 FE1660                          STATION DESCRIPTION
 FE1660
 FE1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1660'3.2 MI NE FROM RANDOLPH.
 FE1660'3.2 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE RANDOLPH
 FE1660'METHODIST CHURCH AT RANDOLPH, 325 FEET NORTHWEST OF A T JUNCTION,
 FE1660'ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD
 FE1660'LEADING SOUTHWEST TO BRIGHT HILLS CHURCH, 58 FEET NORTHEAST OF
 FE1660'THE CENTER LINE OF THE ROAD, 68 FEET SOUTHEAST OF THE SOUTHEAST
 FE1660'CORNER OF A TENANT HOUSE, 71 FEET SOUTHWEST OF THE SOUTH CORNER
 FE1660'OF THE NEW CAREY CHAPEL A.M.E. CHURCH, 18 FEET WEST-SOUTHWEST
 FE1660'OF A DOUBLE-BODIED BLACK LOCUST TREE, 3 1/2 FEET SOUTH-SOUTHEAST
 FE1660'OF A POWER LINE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 FE1660'POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FE1660'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FE1660
 FE1660                          STATION RECOVERY (2002)
 FE1660
 FE1660'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0707 ***********************************************************************
 FD0707  DESIGNATION -  Q 9
 FD0707  PID         -  FD0707
 FD0707  STATE/COUNTY-  TN/MAURY
 FD0707  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0707
 FD0707                         *CURRENT SURVEY CONTROL
 FD0707  ___________________________________________________________________
 FD0707* NAD 83(1986)-  35 33 03.     (N)    087 11 33.     (W)     SCALED    
 FD0707* NAVD 88     -       189.969  (meters)     623.26   (feet)  ADJUSTED  
 FD0707  ___________________________________________________________________
 FD0707  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0707  DYNAMIC HT  -         189.797 (meters)     622.69  (feet)  COMP
 FD0707  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FD0707
 FD0707  VERT ORDER  -  FIRST     CLASS II
 FD0707
 FD0707.The horizontal coordinates were scaled from a topographic map and have
 FD0707.an estimated accuracy of +/- 6 seconds.
 FD0707
 FD0707.The orthometric height was determined by differential leveling
 FD0707.and adjusted by the National Geodetic Survey in June 1991..
 FD0707
 FD0707.The geoid height was determined by GEOID03.
 FD0707
 FD0707.The dynamic height is computed by dividing the NAVD 88
 FD0707.geopotential number by the normal gravity value computed on the
 FD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0707.degrees latitude (g = 980.6199 gals.).
 FD0707
 FD0707.The modeled gravity was interpolated from observed gravity values.
 FD0707
 FD0707;                    North         East    Units  Estimated Accuracy
 FD0707;SPC TN       -   135,740.      491,880.      MT  (+/- 180 meters Scaled)
 FD0707
 FD0707                          SUPERSEDED SURVEY CONTROL
 FD0707
 FD0707  NGVD 29 (??/??/92)  189.952  (m)          623.20   (f) ADJ UNCH    1 2
 FD0707
 FD0707.Superseded values are not recommended for survey control.
 FD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0707.See file dsdata.txt to determine how the superseded data were derived.
 FD0707
 FD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE825341(NAD 83)
 FD0707_MARKER: DB = BENCH MARK DISK
 FD0707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FD0707_STAMPING: 623.628 Q 9 1931
 FD0707_MARK LOGO: CGS   
 FD0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0707+STABILITY: POSITION/ELEVATION WELL
 FD0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0707+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0707
 FD0707  HISTORY     - Date     Condition        Report By
 FD0707  HISTORY     - 1931     MONUMENTED       CGS
 FD0707  HISTORY     - 1953     GOOD             NGS
 FD0707  HISTORY     - 1962     GOOD             NGS
 FD0707  HISTORY     - 1982     GOOD             LOCSUR
 FD0707  HISTORY     - 1983     GOOD             NGS
 FD0707  HISTORY     - 20020514 GOOD             TNDT
 FD0707
 FD0707                          STATION DESCRIPTION
 FD0707
 FD0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0707'1.4 MI N FROM MOUNT PLEASANT.
 FD0707'1.4 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0707'FROM THE CITY HALL AT MOUNT PLEASANT, AT THE OVERHEAD CROSSING
 FD0707'OF STATE HIGHWAY 6, IN THE FACE OF THE THIRD PIER FROM THE
 FD0707'NORTH END FACING THE TRACK, 9 FEET NORTH OF THE SOUTH END OF
 FD0707'THE PIER, 8.5 FEET WEST OF THE WEST RAIL, AND 3 FEET ABOVE
 FD0707'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 623.628 Q 9 1931
 FD0707'AND SET VERTICALLY.
 FD0707
 FD0707                          STATION RECOVERY (1962)
 FD0707
 FD0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0707'RECOVERED IN GOOD CONDITION.
 FD0707
 FD0707                          STATION RECOVERY (1982)
 FD0707
 FD0707'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0707'RECOVERED IN GOOD CONDITION.
 FD0707
 FD0707                          STATION RECOVERY (1983)
 FD0707
 FD0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0707'RECOVERED IN GOOD CONDITION.
 FD0707'THE MARK IS 0.91 M ABOVE TRACKS.
 FD0707
 FD0707                          STATION RECOVERY (2002)
 FD0707
 FD0707'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0707'UNDER A BRIDGE- NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1600 ***********************************************************************
 FE1600  DESIGNATION -  Q 9 52 1 BOLT
 FE1600  PID         -  FE1600
 FE1600  STATE/COUNTY-  TN/LAUDERDALE
 FE1600  USGS QUAD   -  ROSA (1983)
 FE1600
 FE1600                         *CURRENT SURVEY CONTROL
 FE1600  ___________________________________________________________________
 FE1600* NAD 83(1986)-  35 45 37.     (N)    089 47 10.     (W)     SCALED    
 FE1600* NAVD 88     -        76.154  (meters)     249.85   (feet)  ADJUSTED  
 FE1600  ___________________________________________________________________
 FE1600  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1600  DYNAMIC HT  -          76.089 (meters)     249.64  (feet)  COMP
 FE1600  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1600
 FE1600  VERT ORDER  -  FIRST     CLASS II
 FE1600
 FE1600.The horizontal coordinates were scaled from a topographic map and have
 FE1600.an estimated accuracy of +/- 6 seconds.
 FE1600
 FE1600.The orthometric height was determined by differential leveling
 FE1600.and adjusted by the National Geodetic Survey in June 1991..
 FE1600
 FE1600.The geoid height was determined by GEOID03.
 FE1600
 FE1600.The dynamic height is computed by dividing the NAVD 88
 FE1600.geopotential number by the normal gravity value computed on the
 FE1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1600.degrees latitude (g = 980.6199 gals.).
 FE1600
 FE1600.The modeled gravity was interpolated from observed gravity values.
 FE1600
 FE1600;                    North         East    Units  Estimated Accuracy
 FE1600;SPC TN       -   164,940.      257,700.      MT  (+/- 180 meters Scaled)
 FE1600
 FE1600                          SUPERSEDED SURVEY CONTROL
 FE1600
 FE1600  NGVD 29 (??/??/??)   76.112  (m)          249.71   (f) ADJUSTED    1 2
 FE1600
 FE1600.Superseded values are not recommended for survey control.
 FE1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1600.See file dsdata.txt to determine how the superseded data were derived.
 FE1600
 FE1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE481609(NAD 83)
 FE1600_MARKER: B = BOLT
 FE1600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1600_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1600_STAMPING: Q-9-52-1
 FE1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1600
 FE1600  HISTORY     - Date     Condition        Report By
 FE1600  HISTORY     - UNK      MONUMENTED       DOD
 FE1600  HISTORY     - 1957     GOOD             CGS
 FE1600
 FE1600                          STATION DESCRIPTION
 FE1600
 FE1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1600'1.6 MI W FROM ASHPORT.
 FE1600'1.6 MILES WEST ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT ASHPORT,
 FE1600'ABOUT 105 YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM THE STORE
 FE1600'AND POST OFFICE AT ASHPORT, 30 FEET SOUTHWEST OF THE CENTER
 FE1600'LINE OF A GRAVEL ROAD LEADING NORTHWEST FROM THE HIGHWAY, 272
 FE1600'FEET NORTHWEST OF THE CENTER LINE OF THE INTERSECTION OF THE
 FE1600'HIGHWAY AND NORTHWEST-SOUTHEAST GRADED GRAVEL ROAD, 247 FEET
 FE1600'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 125 1/2
 FE1600'FEET EAST OF THE EAST CORNER OF THE J.J. FULLEN RESIDENCE, 47
 FE1600'FEET NORTH OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 22
 FE1600'FEET WEST-NORTHWEST OF A LONE 30-INCH WALNUT TREE, 3 FEET ABOVE
 FE1600'THE LEVEL OF THE GRAVEL ROAD, A COPPER BOLT DIRECTLY UNDER A USE
 FE1600'PIPE AND CAP WHICH PROJECTS 9 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1599 ***********************************************************************
 FE1599  DESIGNATION -  Q 9 52 1 CAP
 FE1599  PID         -  FE1599
 FE1599  STATE/COUNTY-  TN/LAUDERDALE
 FE1599  USGS QUAD   -  ROSA (1983)
 FE1599
 FE1599                         *CURRENT SURVEY CONTROL
 FE1599  ___________________________________________________________________
 FE1599* NAD 83(1986)-  35 45 37.     (N)    089 47 10.     (W)     SCALED    
 FE1599* NAVD 88     -        77.368  (meters)     253.83   (feet)  ADJUSTED  
 FE1599  ___________________________________________________________________
 FE1599  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1599  DYNAMIC HT  -          77.303 (meters)     253.62  (feet)  COMP
 FE1599  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1599
 FE1599  VERT ORDER  -  FIRST     CLASS II
 FE1599
 FE1599.The horizontal coordinates were scaled from a topographic map and have
 FE1599.an estimated accuracy of +/- 6 seconds.
 FE1599
 FE1599.The orthometric height was determined by differential leveling
 FE1599.and adjusted by the National Geodetic Survey in June 1991..
 FE1599
 FE1599.The geoid height was determined by GEOID03.
 FE1599
 FE1599.The dynamic height is computed by dividing the NAVD 88
 FE1599.geopotential number by the normal gravity value computed on the
 FE1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1599.degrees latitude (g = 980.6199 gals.).
 FE1599
 FE1599.The modeled gravity was interpolated from observed gravity values.
 FE1599
 FE1599;                    North         East    Units  Estimated Accuracy
 FE1599;SPC TN       -   164,940.      257,700.      MT  (+/- 180 meters Scaled)
 FE1599
 FE1599                          SUPERSEDED SURVEY CONTROL
 FE1599
 FE1599  NGVD 29 (??/??/??)   77.326  (m)          253.69   (f) ADJUSTED    1 2
 FE1599
 FE1599.Superseded values are not recommended for survey control.
 FE1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1599.See file dsdata.txt to determine how the superseded data were derived.
 FE1599
 FE1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE481609(NAD 83)
 FE1599_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1599_STAMPING: Q-9-52-1
 FE1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1599
 FE1599  HISTORY     - Date     Condition        Report By
 FE1599  HISTORY     - UNK      MONUMENTED       DOD
 FE1599  HISTORY     - 1957     GOOD             CGS
 FE1599  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1599
 FE1599                          STATION DESCRIPTION
 FE1599
 FE1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1599'1.6 MI W FROM ASHPORT.
 FE1599'1.6 MILES WEST ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT ASHPORT,
 FE1599'ABOUT 105 YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM THE STORE
 FE1599'AND POST OFFICE AT ASHPORT, 30 FEET SOUTHWEST OF THE CENTER LINE
 FE1599'OF A GRAVEL ROAD LEADING NORTHWEST FROM THE HIGHWAY, 272 FEET
 FE1599'NORTHWEST OF THE CENTER LINE OF THE INTERSECTION OF THE HIGHWAY
 FE1599'AND NORTHWEST-SOUTHEAST GRADED GRAVEL ROAD, 247 FEET
 FE1599'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 125 1/2 FEET
 FE1599'EAST OF THE EAST CORNER OF THE J.J. FULLEN RESIDENCE, 47 FEET
 FE1599'NORTH OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 22 FEET
 FE1599'WEST-NORTHWEST OF A LONE 30-INCH WALNUT TREE, 3 FEET ABOVE THE
 FE1599'LEVEL OF THE GRAVEL ROAD, A USE PIPE AND CAP WHICH PROJECTS 9
 FE1599'INCHES ABOVE THE GROUND.
 FE1599
 FE1599                          STATION RECOVERY (2002)
 FE1599
 FE1599'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1336 ***********************************************************************
 FE1336  DESIGNATION -  Q 90
 FE1336  PID         -  FE1336
 FE1336  STATE/COUNTY-  TN/TIPTON
 FE1336  USGS QUAD   -  DRUMMONDS (1983)
 FE1336
 FE1336                         *CURRENT SURVEY CONTROL
 FE1336  ___________________________________________________________________
 FE1336* NAD 83(1986)-  35 24 33.     (N)    089 59 07.     (W)     SCALED    
 FE1336* NAVD 88     -        82.669  (meters)     271.22   (feet)  ADJUSTED  
 FE1336  ___________________________________________________________________
 FE1336  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1336  DYNAMIC HT  -          82.597 (meters)     270.99  (feet)  COMP
 FE1336  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FE1336
 FE1336  VERT ORDER  -  FIRST     CLASS II
 FE1336
 FE1336.The horizontal coordinates were scaled from a topographic map and have
 FE1336.an estimated accuracy of +/- 6 seconds.
 FE1336
 FE1336.The orthometric height was determined by differential leveling
 FE1336.and adjusted by the National Geodetic Survey in June 1991..
 FE1336
 FE1336.The geoid height was determined by GEOID03.
 FE1336
 FE1336.The dynamic height is computed by dividing the NAVD 88
 FE1336.geopotential number by the normal gravity value computed on the
 FE1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1336.degrees latitude (g = 980.6199 gals.).
 FE1336
 FE1336.The modeled gravity was interpolated from observed gravity values.
 FE1336
 FE1336;                    North         East    Units  Estimated Accuracy
 FE1336;SPC TN       -   126,730.      238,120.      MT  (+/- 180 meters Scaled)
 FE1336
 FE1336                          SUPERSEDED SURVEY CONTROL
 FE1336
 FE1336  NGVD 29 (??/??/??)   82.636  (m)          271.11   (f) ADJUSTED    1 2
 FE1336
 FE1336.Superseded values are not recommended for survey control.
 FE1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1336.See file dsdata.txt to determine how the superseded data were derived.
 FE1336
 FE1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE289225(NAD 83)
 FE1336_MARKER: DB = BENCH MARK DISK
 FE1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1336_STAMPING: Q 90 1957
 FE1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1336+STABILITY: SURFACE MOTION
 FE1336
 FE1336  HISTORY     - Date     Condition        Report By
 FE1336  HISTORY     - 1957     MONUMENTED       CGS
 FE1336  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1336
 FE1336                          STATION DESCRIPTION
 FE1336
 FE1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1336'5.6 MI W FROM DIXONVILLE.
 FE1336'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1336'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1336'GRAVEL ROAD, THENCE 3.05 MILES SOUTH-SOUTHWEST ALONG A GRAVEL
 FE1336'ROAD, 46 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 48
 FE1336'FEET NORTH-NORTHEAST OF A LONE 36-INCH BEECH TREE, 26 FEET
 FE1336'WEST-NORTHWEST OF A POWER LINE POLE, 8 1/2 FEET SOUTHEAST OF THE
 FE1336'EAST CORNER OF AN UNPAINTED FRAME HOUSE, 1 1/2 FOOT EAST OF THE
 FE1336'EAST CORNER OF THE PORCH, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD
 FE1336'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FE1336'THE GROUND.
 FE1336
 FE1336                          STATION RECOVERY (2002)
 FE1336
 FE1336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1336'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1608 ***********************************************************************
 FE1608  DESIGNATION -  Q 91
 FE1608  PID         -  FE1608
 FE1608  STATE/COUNTY-  TN/LAUDERDALE
 FE1608  USGS QUAD   -  GOLDDUST (1983)
 FE1608
 FE1608                         *CURRENT SURVEY CONTROL
 FE1608  ___________________________________________________________________
 FE1608* NAD 83(1986)-  35 43 05.     (N)    089 48 17.     (W)     SCALED    
 FE1608* NAVD 88     -        73.135  (meters)     239.94   (feet)  ADJUSTED  
 FE1608  ___________________________________________________________________
 FE1608  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1608  DYNAMIC HT  -          73.073 (meters)     239.74  (feet)  COMP
 FE1608  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1608
 FE1608  VERT ORDER  -  FIRST     CLASS II
 FE1608
 FE1608.The horizontal coordinates were scaled from a topographic map and have
 FE1608.an estimated accuracy of +/- 6 seconds.
 FE1608
 FE1608.The orthometric height was determined by differential leveling
 FE1608.and adjusted by the National Geodetic Survey in June 1991..
 FE1608
 FE1608.The geoid height was determined by GEOID03.
 FE1608
 FE1608.The dynamic height is computed by dividing the NAVD 88
 FE1608.geopotential number by the normal gravity value computed on the
 FE1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1608.degrees latitude (g = 980.6199 gals.).
 FE1608
 FE1608.The modeled gravity was interpolated from observed gravity values.
 FE1608
 FE1608;                    North         East    Units  Estimated Accuracy
 FE1608;SPC TN       -   160,320.      255,840.      MT  (+/- 180 meters Scaled)
 FE1608
 FE1608                          SUPERSEDED SURVEY CONTROL
 FE1608
 FE1608  NGVD 29 (??/??/??)   73.093  (m)          239.81   (f) ADJUSTED    1 2
 FE1608
 FE1608.Superseded values are not recommended for survey control.
 FE1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1608.See file dsdata.txt to determine how the superseded data were derived.
 FE1608
 FE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE462563(NAD 83)
 FE1608_MARKER: P = PIPE CAP
 FE1608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1608_STAMPING: Q 91 1957
 FE1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1608
 FE1608  HISTORY     - Date     Condition        Report By
 FE1608  HISTORY     - 1957     MONUMENTED       CGS
 FE1608  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1608
 FE1608                          STATION DESCRIPTION
 FE1608
 FE1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1608'5.4 MI SW FROM ASHPORT.
 FE1608'3.2 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1608'THENCE 0.6 MILE SOUTH ALONG A FARM ROAD, THENCE 0.8 MILE
 FE1608'SOUTHEAST ALONG A FARM ROAD, THENCE 0.75 MILE SOUTHEAST ALONG A
 FE1608'WOODS ROAD, 27 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 FE1608'ROAD, 61 FEET NORTH AND ACROSS THE ROAD FROM A BLAZED 24 INCH
 FE1608'PECAN TREE, 32 FEET EAST-SOUTHEAST OF AN 18-INCH DOUBLE BODIED
 FE1608'THORN TREE, 25 FEET SOUTH OF A TRIANGULAR BLAZED 12-INCH
 FE1608'HACKBERRY TREE, 24 FEET WEST OF A BLAZED 16 INCH OAK TREE, 1 FOOT
 FE1608'ABOVE THE LEVEL OF THE WOODS ROAD, A DISK ON TOP OF A 2 1/2
 FE1608'INCH IRON PIPE PROJECTING 7 INCHES ABOVE THE GROUND.  NOTE-- MARK
 FE1608'MAY BE REACHED BY GOING 6.2 MILES NORTHWEST ALONG AN ASPHALT
 FE1608'ROAD FROM THE JUNCTION OF OF STATE HIGHWAY 87 AT THREE POINT,
 FE1608'THENCE 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 FE1608'NORTHWEST ALONG A WOODS ROAD.
 FE1608
 FE1608                          STATION RECOVERY (2002)
 FE1608
 FE1608'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1384 ***********************************************************************
 FE1384  DESIGNATION -  Q 92
 FE1384  PID         -  FE1384
 FE1384  STATE/COUNTY-  TN/SHELBY
 FE1384  USGS QUAD   -  MILLINGTON (1997)
 FE1384
 FE1384                         *CURRENT SURVEY CONTROL
 FE1384  ___________________________________________________________________
 FE1384* NAD 83(1986)-  35 20 34.     (N)    089 53 45.     (W)     SCALED    
 FE1384* NAVD 88     -        81.931  (meters)     268.80   (feet)  ADJUSTED  
 FE1384  ___________________________________________________________________
 FE1384  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1384  DYNAMIC HT  -          81.858 (meters)     268.56  (feet)  COMP
 FE1384  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 FE1384
 FE1384  VERT ORDER  -  FIRST     CLASS I
 FE1384
 FE1384.The horizontal coordinates were scaled from a topographic map and have
 FE1384.an estimated accuracy of +/- 6 seconds.
 FE1384
 FE1384.The orthometric height was determined by differential leveling
 FE1384.and adjusted by the National Geodetic Survey in June 1991..
 FE1384
 FE1384.The geoid height was determined by GEOID03.
 FE1384
 FE1384.The dynamic height is computed by dividing the NAVD 88
 FE1384.geopotential number by the normal gravity value computed on the
 FE1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1384.degrees latitude (g = 980.6199 gals.).
 FE1384
 FE1384.The modeled gravity was interpolated from observed gravity values.
 FE1384
 FE1384;                    North         East    Units  Estimated Accuracy
 FE1384;SPC TN       -   119,050.      245,950.      MT  (+/- 180 meters Scaled)
 FE1384
 FE1384                          SUPERSEDED SURVEY CONTROL
 FE1384
 FE1384  NGVD 29 (??/??/??)   81.891  (m)          268.67   (f) ADJUSTED    1 1
 FE1384
 FE1384.Superseded values are not recommended for survey control.
 FE1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1384.See file dsdata.txt to determine how the superseded data were derived.
 FE1384
 FE1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE368149(NAD 83)
 FE1384_MARKER: DB = BENCH MARK DISK
 FE1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1384_STAMPING: Q 92 1957
 FE1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1384+STABILITY: SURFACE MOTION
 FE1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1384+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1384
 FE1384  HISTORY     - Date     Condition        Report By
 FE1384  HISTORY     - 1957     MONUMENTED       CGS
 FE1384  HISTORY     - 1974     GOOD             NGS
 FE1384  HISTORY     - 20021003 GOOD             USACE
 FE1384
 FE1384                          STATION DESCRIPTION
 FE1384
 FE1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1384'AT MILLINGTON.
 FE1384'0.15 MILE WEST ALONG NAVY ROAD FROM THE CROSSING WITH THE
 FE1384'ILLINOIS CENTRAL RAILROAD AT MILLINGTON, THENCE 0.1 MILE NORTH
 FE1384'ALONG CHURCH STREET, THENCE ABOUT 1 BLOCK EAST TO THE WATER
 FE1384'TREATMENT PLANT, 104.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 FE1384'CORNER OF THE SETTLING BASIN JOINING TREATMENT PLANT BUILDING,
 FE1384'44 FEET SOUTHEAST OF THE SOUTHEAST WALL OF A HOLDING TANK, SET
 FE1384'IN TOP OF THE WEST CORNER OF THE NORTHWEST CONCRETE FOOTING OF A
 FE1384'WATER TOWER 0.7 FOOT ABOVE GROUND.
 FE1384
 FE1384                          STATION RECOVERY (2002)
 FE1384
 FE1384'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1360 ***********************************************************************
 FE1360  DESIGNATION -  Q 93
 FE1360  PID         -  FE1360
 FE1360  STATE/COUNTY-  TN/TIPTON
 FE1360  USGS QUAD   -  MUNFORD (1983)
 FE1360
 FE1360                         *CURRENT SURVEY CONTROL
 FE1360  ___________________________________________________________________
 FE1360* NAD 83(1986)-  35 25 20.     (N)    089 48 16.     (W)     SCALED    
 FE1360* NAVD 88     -       114.631  (meters)     376.09   (feet)  ADJUSTED  
 FE1360  ___________________________________________________________________
 FE1360  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1360  DYNAMIC HT  -         114.530 (meters)     375.75  (feet)  COMP
 FE1360  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 FE1360
 FE1360  VERT ORDER  -  SECOND    CLASS 0
 FE1360
 FE1360.The horizontal coordinates were scaled from a topographic map and have
 FE1360.an estimated accuracy of +/- 6 seconds.
 FE1360
 FE1360.The orthometric height was determined by differential leveling
 FE1360.and adjusted by the National Geodetic Survey in June 1991..
 FE1360
 FE1360.The geoid height was determined by GEOID03.
 FE1360
 FE1360.The dynamic height is computed by dividing the NAVD 88
 FE1360.geopotential number by the normal gravity value computed on the
 FE1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1360.degrees latitude (g = 980.6199 gals.).
 FE1360
 FE1360.The modeled gravity was interpolated from observed gravity values.
 FE1360
 FE1360;                    North         East    Units  Estimated Accuracy
 FE1360;SPC TN       -   127,530.      254,590.      MT  (+/- 180 meters Scaled)
 FE1360
 FE1360                          SUPERSEDED SURVEY CONTROL
 FE1360
 FE1360  NGVD 29 (??/??/??)  114.602  (m)          375.99   (f) ADJUSTED    2 0
 FE1360
 FE1360.Superseded values are not recommended for survey control.
 FE1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1360.See file dsdata.txt to determine how the superseded data were derived.
 FE1360
 FE1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE453234(NAD 83)
 FE1360_MARKER: P = PIPE CAP
 FE1360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1360_STAMPING: Q 93 1957
 FE1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1360
 FE1360  HISTORY     - Date     Condition        Report By
 FE1360  HISTORY     - 1957     MONUMENTED       CGS
 FE1360
 FE1360                          STATION DESCRIPTION
 FE1360
 FE1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1360'2 MI SW FROM ATOKA.
 FE1360'ABOUT 2.05 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1360'FROM THE STATION AT ATOKA, ABOUT 1.0 MILE NORTHEAST OF THE
 FE1360'CROSSING OF A BLACK TOP ROAD AT TIPTON, AT THE SOUTHWEST END OF
 FE1360'A CUT, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST NO. 366, 64 1/2
 FE1360'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 53 FEET SOUTH-SOUTHWEST OF
 FE1360'TELEPHONE POLE NO. 6204, 47 FEET EAST-NORTHEAST OF TELEPHONE
 FE1360'POLE NO. 6205, 3/4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE
 FE1360'LINE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK A DISK
 FE1360'WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 7 INCHES
 FE1360'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1775 ***********************************************************************
 FE1775  DESIGNATION -  Q 94
 FE1775  PID         -  FE1775
 FE1775  STATE/COUNTY-  TN/LAUDERDALE
 FE1775  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1775
 FE1775                         *CURRENT SURVEY CONTROL
 FE1775  ___________________________________________________________________
 FE1775* NAD 83(1986)-  35 45 21.     (N)    089 33 04.     (W)     SCALED    
 FE1775* NAVD 88     -        99.365  (meters)     326.00   (feet)  ADJUSTED  
 FE1775  ___________________________________________________________________
 FE1775  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1775  DYNAMIC HT  -          99.279 (meters)     325.72  (feet)  COMP
 FE1775  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 FE1775
 FE1775  VERT ORDER  -  SECOND    CLASS 0
 FE1775
 FE1775.The horizontal coordinates were scaled from a topographic map and have
 FE1775.an estimated accuracy of +/- 6 seconds.
 FE1775
 FE1775.The orthometric height was determined by differential leveling
 FE1775.and adjusted by the National Geodetic Survey in June 1991..
 FE1775
 FE1775.The geoid height was determined by GEOID03.
 FE1775
 FE1775.The dynamic height is computed by dividing the NAVD 88
 FE1775.geopotential number by the normal gravity value computed on the
 FE1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1775.degrees latitude (g = 980.6199 gals.).
 FE1775
 FE1775.The modeled gravity was interpolated from observed gravity values.
 FE1775
 FE1775;                    North         East    Units  Estimated Accuracy
 FE1775;SPC TN       -   163,650.      278,920.      MT  (+/- 180 meters Scaled)
 FE1775
 FE1775                          SUPERSEDED SURVEY CONTROL
 FE1775
 FE1775  NGVD 29 (??/??/??)   99.350  (m)          325.95   (f) ADJUSTED    2 0
 FE1775
 FE1775.Superseded values are not recommended for survey control.
 FE1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1775.See file dsdata.txt to determine how the superseded data were derived.
 FE1775
 FE1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE693598(NAD 83)
 FE1775_MARKER: DB = BENCH MARK DISK
 FE1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1775_SP_SET: BRIDGE ABUTMENT
 FE1775_STAMPING: Q 94 1957
 FE1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1775
 FE1775  HISTORY     - Date     Condition        Report By
 FE1775  HISTORY     - 1957     MONUMENTED       CGS
 FE1775  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1775
 FE1775                          STATION DESCRIPTION
 FE1775
 FE1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1775'1.5 MI NW FROM RIPLEY.
 FE1775'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE
 FE1775'AT RIPLEY, ON TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 FE1775'ABUTMENT OF THE CONCRETE BRIDGE OVER CANE CREEK, 12 1/2 FEET
 FE1775'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 FE1775'THE HIGHWAY.
 FE1775
 FE1775                          STATION RECOVERY (1974)
 FE1775
 FE1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0864 ***********************************************************************
 GD0864  CBN         -  This is a Cooperative Base Network Control Station.
 GD0864  DESIGNATION -  Q 95
 GD0864  PID         -  GD0864
 GD0864  STATE/COUNTY-  TN/LAKE
 GD0864  USGS QUAD   -  TENNEMO (1983)
 GD0864
 GD0864                         *CURRENT SURVEY CONTROL
 GD0864  ___________________________________________________________________
 GD0864* NAD 83(1995)-  36 12 30.04161(N)    089 36 03.47096(W)     ADJUSTED  
 GD0864* NAVD 88     -        82.887  (meters)     271.94   (feet)  ADJUSTED  
 GD0864  ___________________________________________________________________
 GD0864  X           -      35,883.686 (meters)                     COMP
 GD0864  Y           -  -5,152,295.341 (meters)                     COMP
 GD0864  Z           -   3,746,902.112 (meters)                     COMP
 GD0864  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GD0864  ELLIP HEIGHT-          54.53  (meters)          (08/03/04) GPS OBS
 GD0864  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0864  DYNAMIC HT  -          82.819 (meters)     271.72  (feet)  COMP
 GD0864  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GD0864
 GD0864  HORZ ORDER  -  A
 GD0864  VERT ORDER  -  FIRST     CLASS I
 GD0864  ELLP ORDER  -  FOURTH    CLASS I
 GD0864
 GD0864.The horizontal coordinates were established by GPS observations
 GD0864.and adjusted by the National Geodetic Survey in August 2004..
 GD0864
 GD0864.The orthometric height was determined by differential leveling
 GD0864.and adjusted by the National Geodetic Survey in June 1991..
 GD0864
 GD0864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0864
 GD0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0864
 GD0864.The ellipsoidal height was determined by GPS observations
 GD0864.and is referenced to NAD 83.
 GD0864
 GD0864.The geoid height was determined by GEOID03.
 GD0864
 GD0864.The dynamic height is computed by dividing the NAVD 88
 GD0864.geopotential number by the normal gravity value computed on the
 GD0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0864.degrees latitude (g = 980.6199 gals.).
 GD0864
 GD0864.The modeled gravity was interpolated from observed gravity values.
 GD0864
 GD0864;                    North         East     Units Scale Factor Converg.
 GD0864;SPC TN       -   213,989.146   276,262.824   MT  0.99996968   -2 06 29.3
 GD0864;SPC TN       -   702,062.72    906,372.28   sFT  0.99996968   -2 06 29.3
 GD0864;UTM  16      - 4,010,193.739   266,174.963   MT  1.00027371   -1 32 13.7
 GD0864
 GD0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0864!SPC TN       -   0.99999144  x   0.99996968  =   0.99996112
 GD0864!UTM  16      -   0.99999144  x   1.00027371  =   1.00026515
 GD0864
 GD0864                          SUPERSEDED SURVEY CONTROL
 GD0864
 GD0864  NAVD 88 (08/03/04)   82.89   (m)          271.9    (f) LEVELING    3  
 GD0864  NGVD 29 (??/??/??)   82.806  (m)          271.67   (f) ADJUSTED    1 1
 GD0864
 GD0864.Superseded values are not recommended for survey control.
 GD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0864.See file dsdata.txt to determine how the superseded data were derived.
 GD0864
 GD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6617510194(NAD 83)
 GD0864_MARKER: DB = BENCH MARK DISK
 GD0864_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0864_SP_SET: 88 FEET
 GD0864_STAMPING: Q 95 1957
 GD0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0864
 GD0864  HISTORY     - Date     Condition        Report By
 GD0864  HISTORY     - 1957     MONUMENTED       CGS
 GD0864  HISTORY     - 1976     GOOD             NGS
 GD0864  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0864  HISTORY     - 20031010 MARK NOT FOUND   TNDT
 GD0864
 GD0864                          STATION DESCRIPTION
 GD0864
 GD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0864'8.6 MI SW FROM RIDGELY.
 GD0864'1.5 MILES WEST ALONG A BLACK TOP ROAD (DEPOT STREET EXTENDED)
 GD0864'FROM THE ILLINOIS CENTRAL RAILROAD AT RIDGELY, THENCE ABOUT 3.05
 GD0864'MILES SOUTH AND SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT
 GD0864'3.2 MILES WEST ALONG STATE HIGHWAY 79, THENCE 0.8 MILE SOUTH
 GD0864'ALONG A GRAVEL ROAD, 23 FEET WEST OF CENTER LINE OF ROAD, 42
 GD0864'FEET WEST-NORTHWEST AND ACROSS ROAD FROM A FENCE CORNER, 25
 GD0864'FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF ROAD AND A DRIVE
 GD0864'EAST TO FARM HOUSE OWNED BY HUB TATUM, 33 FEET SOUTH-SOUTHEAST
 GD0864'OF SOUTHEAST CORNER OF A SHACK, 3 1/2 FEET SOUTH OF A POWER
 GD0864'POLE, 12 1/2 FEET NORTHEAST OF A WELL, 1 FOOT NORTH OF A CONCRETE
 GD0864'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND IS A DISK
 GD0864'ON COPPER COATED STEEL ROD FLUSH WITH GROUND AND PROTECTED BY
 GD0864'A 4-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A
 GD0864'DEPTH OF 88 FEET.
 GD0864
 GD0864                          STATION RECOVERY (1976)
 GD0864
 GD0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0864'RECOVERED IN GOOD CONDITION.
 GD0864
 GD0864                          STATION RECOVERY (2002)
 GD0864
 GD0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0864'MARK NOT FOUND.
 GD0864
 GD0864                          STATION RECOVERY (2003)
 GD0864
 GD0864'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD0864'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1549 ***********************************************************************
 FE1549  DESIGNATION -  Q 96
 FE1549  PID         -  FE1549
 FE1549  STATE/COUNTY-  TN/LAUDERDALE
 FE1549  USGS QUAD   -  OPEN LAKE (1983)
 FE1549
 FE1549                         *CURRENT SURVEY CONTROL
 FE1549  ___________________________________________________________________
 FE1549* NAD 83(1986)-  35 51 57.     (N)    089 41 12.     (W)     SCALED    
 FE1549* NAVD 88     -        77.773  (meters)     255.16   (feet)  ADJUSTED  
 FE1549  ___________________________________________________________________
 FE1549  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE1549  DYNAMIC HT  -          77.707 (meters)     254.94  (feet)  COMP
 FE1549  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 FE1549
 FE1549  VERT ORDER  -  FIRST     CLASS II
 FE1549
 FE1549.The horizontal coordinates were scaled from a topographic map and have
 FE1549.an estimated accuracy of +/- 6 seconds.
 FE1549
 FE1549.The orthometric height was determined by differential leveling
 FE1549.and adjusted by the National Geodetic Survey in June 1991..
 FE1549
 FE1549.The geoid height was determined by GEOID03.
 FE1549
 FE1549.The dynamic height is computed by dividing the NAVD 88
 FE1549.geopotential number by the normal gravity value computed on the
 FE1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1549.degrees latitude (g = 980.6199 gals.).
 FE1549
 FE1549.The modeled gravity was interpolated from observed gravity values.
 FE1549
 FE1549;                    North         East    Units  Estimated Accuracy
 FE1549;SPC TN       -   176,300.      267,130.      MT  (+/- 180 meters Scaled)
 FE1549
 FE1549                          SUPERSEDED SURVEY CONTROL
 FE1549
 FE1549  NGVD 29 (??/??/??)   77.720  (m)          254.99   (f) ADJUSTED    1 2
 FE1549
 FE1549.Superseded values are not recommended for survey control.
 FE1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1549.See file dsdata.txt to determine how the superseded data were derived.
 FE1549
 FE1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE574724(NAD 83)
 FE1549_MARKER: DB = BENCH MARK DISK
 FE1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1549_STAMPING: Q 96 1957
 FE1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1549+STABILITY: SURFACE MOTION
 FE1549
 FE1549  HISTORY     - Date     Condition        Report By
 FE1549  HISTORY     - 1957     MONUMENTED       CGS
 FE1549
 FE1549                          STATION DESCRIPTION
 FE1549
 FE1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1549'6.8 MI SW FROM HALES POINT.
 FE1549'6.8 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 FE1549'BARR FROM THE JUNCTION OF STATE HIGHWAY 88 AND BAPTIST CHURCH AT
 FE1549'HALES POINT, ABOUT 0.5 MILE EAST OF THE T JUNCTION OF A GRAVEL
 FE1549'ROAD (NORTH-SOUTH), IN A SMALL CLEARING, 41 FEET NORTH OF CENTER
 FE1549'LINE OF ROAD, 82 FEET SOUTH OF A 36-INCH ELM TREE, 32 FEET NORTH
 FE1549'AND ACROSS ROAD FROM A LONE 30-INCH FORKED WALNUT TREE, 2 FEET
 FE1549'EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 FE1549'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE1549'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AND STORE AT
 FE1549'BARRY BY GOING ABOUT 1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 FE1549'THENCE ABOUT 3.25 MILES NORTHEAST AND SOUTH ALONG A GRAVEL ROAD
 FE1549'WHICH LEADS TO HALES POINT VIA THE EAST SIDE OF WADLOWS POCKET,
 FE1549'THENCE ABOUT 0.5 MILE EAST ALONG GRAVEL ROAD.  NOTE-- THE AREA
 FE1549'DESCRIBED IS NOW A DEEP DITCH CAUSED BY ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1410 ***********************************************************************
 GA1410  DESIGNATION -  Q 97
 GA1410  PID         -  GA1410
 GA1410  STATE/COUNTY-  TN/HAWKINS
 GA1410  USGS QUAD   -  CHURCH HILL (1991)
 GA1410
 GA1410                         *CURRENT SURVEY CONTROL
 GA1410  ___________________________________________________________________
 GA1410* NAD 83(1986)-  36 30 31.     (N)    082 43 41.     (W)     SCALED    
 GA1410* NAVD 88     -       366.701  (meters)    1203.08   (feet)  ADJUSTED  
 GA1410  ___________________________________________________________________
 GA1410  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1410  DYNAMIC HT  -         366.371 (meters)    1202.00  (feet)  COMP
 GA1410  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA1410
 GA1410  VERT ORDER  -  SECOND    CLASS 0
 GA1410
 GA1410.The horizontal coordinates were scaled from a topographic map and have
 GA1410.an estimated accuracy of +/- 6 seconds.
 GA1410
 GA1410.The orthometric height was determined by differential leveling
 GA1410.and adjusted by the National Geodetic Survey in June 1991..
 GA1410
 GA1410.The geoid height was determined by GEOID03.
 GA1410
 GA1410.The dynamic height is computed by dividing the NAVD 88
 GA1410.geopotential number by the normal gravity value computed on the
 GA1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1410.degrees latitude (g = 980.6199 gals.).
 GA1410
 GA1410.The modeled gravity was interpolated from observed gravity values.
 GA1410
 GA1410;                    North         East    Units  Estimated Accuracy
 GA1410;SPC TN       -   246,250.      893,060.      MT  (+/- 180 meters Scaled)
 GA1410
 GA1410                          SUPERSEDED SURVEY CONTROL
 GA1410
 GA1410  NGVD 29 (??/??/92)  366.848  (m)         1203.57   (f) ADJ UNCH    2 0
 GA1410
 GA1410.Superseded values are not recommended for survey control.
 GA1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1410.See file dsdata.txt to determine how the superseded data were derived.
 GA1410
 GA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA452417(NAD 83)
 GA1410_MARKER: DB = BENCH MARK DISK
 GA1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1410_STAMPING: Q 97 1935
 GA1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1410+STABILITY: SURFACE MOTION
 GA1410
 GA1410  HISTORY     - Date     Condition        Report By
 GA1410  HISTORY     - 1935     MONUMENTED       CGS
 GA1410
 GA1410                          STATION DESCRIPTION
 GA1410
 GA1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1410'1.4 MI S FROM CHURCH HILL.
 GA1410'1.4 MILES SOUTH ALONG THE BLAIR GAP ROAD FROM THE POST OFFICE
 GA1410'AT CHURCH HILL, HAWKINS COUNTY, 20 FEET EAST OF THE JUNCTION
 GA1410'OF THE RIVER ROAD, 22 FEET SOUTH OF THE RIVER ROAD, AND LEVEL
 GA1410'WITH THE ROAD.  A STANDARD DISK, STAMPED Q 97 1935 AND SET IN
 GA1410'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0895 ***********************************************************************
 GA0895  DESIGNATION -  Q 98
 GA0895  PID         -  GA0895
 GA0895  STATE/COUNTY-  TN/GREENE
 GA0895  USGS QUAD   -  BAILEYTON (1971)
 GA0895
 GA0895                         *CURRENT SURVEY CONTROL
 GA0895  ___________________________________________________________________
 GA0895* NAD 83(1986)-  36 21 34.     (N)    082 50 02.     (W)     SCALED    
 GA0895* NAVD 88     -       385.116  (meters)    1263.50   (feet)  ADJUSTED  
 GA0895  ___________________________________________________________________
 GA0895  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0895  DYNAMIC HT  -         384.763 (meters)    1262.34  (feet)  COMP
 GA0895  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 GA0895
 GA0895  VERT ORDER  -  SECOND    CLASS 0
 GA0895
 GA0895.The horizontal coordinates were scaled from a topographic map and have
 GA0895.an estimated accuracy of +/- 6 seconds.
 GA0895
 GA0895.The orthometric height was determined by differential leveling
 GA0895.and adjusted by the National Geodetic Survey in June 1991..
 GA0895
 GA0895.The geoid height was determined by GEOID03.
 GA0895
 GA0895.The dynamic height is computed by dividing the NAVD 88
 GA0895.geopotential number by the normal gravity value computed on the
 GA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0895.degrees latitude (g = 980.6199 gals.).
 GA0895
 GA0895.The modeled gravity was interpolated from observed gravity values.
 GA0895
 GA0895;                    North         East    Units  Estimated Accuracy
 GA0895;SPC TN       -   229,400.      884,120.      MT  (+/- 180 meters Scaled)
 GA0895
 GA0895                          SUPERSEDED SURVEY CONTROL
 GA0895
 GA0895  NGVD 29 (??/??/92)  385.256  (m)         1263.96   (f) ADJ UNCH    2 0
 GA0895
 GA0895.Superseded values are not recommended for survey control.
 GA0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0895.See file dsdata.txt to determine how the superseded data were derived.
 GA0895
 GA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA354253(NAD 83)
 GA0895_MARKER: DB = BENCH MARK DISK
 GA0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0895_STAMPING: Q 98 1935
 GA0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0895+STABILITY: SURFACE MOTION
 GA0895
 GA0895  HISTORY     - Date     Condition        Report By
 GA0895  HISTORY     - 1935     MONUMENTED       CGS
 GA0895  HISTORY     - 1955     GOOD             NGS
 GA0895
 GA0895                          STATION DESCRIPTION
 GA0895
 GA0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0895'2.3 MI N FROM BAILEYTON.
 GA0895'2.3 MILES NORTH ALONG THE VAN HILL ROAD FROM THE POST OFFICE
 GA0895'AT BAILEYTON, GREENE COUNTY, AT THE JUNCTION OF A ROAD LEADING
 GA0895'NORTHWEST, AT THE JOHN BAILEY PROPERTY, 28 FEET NORTHWEST OF THE
 GA0895'CENTERLINE OF THE ROAD, 35 YARDS SOUTHWEST OF THE CENTERLINE OF
 GA0895'THE ROAD LEADING NORTHWEST, AND 2 FEET HIGHER THAN THE ROAD.
 GA0895'A STANDARD DISK, STAMPED Q 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0895'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0775 ***********************************************************************
 GA0775  DESIGNATION -  Q 99
 GA0775  PID         -  GA0775
 GA0775  STATE/COUNTY-  TN/HAWKINS
 GA0775  USGS QUAD   -  MC CLOUD (1961)
 GA0775
 GA0775                         *CURRENT SURVEY CONTROL
 GA0775  ___________________________________________________________________
 GA0775* NAD 83(1986)-  36 19 57.     (N)    082 59 29.     (W)     SCALED    
 GA0775* NAVD 88     -       366.232  (meters)    1201.55   (feet)  ADJUSTED  
 GA0775  ___________________________________________________________________
 GA0775  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0775  DYNAMIC HT  -         365.897 (meters)    1200.45  (feet)  COMP
 GA0775  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA0775
 GA0775  VERT ORDER  -  SECOND    CLASS 0
 GA0775
 GA0775.The horizontal coordinates were scaled from a topographic map and have
 GA0775.an estimated accuracy of +/- 6 seconds.
 GA0775
 GA0775.The orthometric height was determined by differential leveling
 GA0775.and adjusted by the National Geodetic Survey in June 1991..
 GA0775
 GA0775.The geoid height was determined by GEOID03.
 GA0775
 GA0775.The dynamic height is computed by dividing the NAVD 88
 GA0775.geopotential number by the normal gravity value computed on the
 GA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0775.degrees latitude (g = 980.6199 gals.).
 GA0775
 GA0775.The modeled gravity was interpolated from observed gravity values.
 GA0775
 GA0775;                    North         East    Units  Estimated Accuracy
 GA0775;SPC TN       -   225,960.      870,080.      MT  (+/- 180 meters Scaled)
 GA0775
 GA0775                          SUPERSEDED SURVEY CONTROL
 GA0775
 GA0775  NGVD 29 (??/??/92)  366.390  (m)         1202.06   (f) ADJ UNCH    2 0
 GA0775
 GA0775.Superseded values are not recommended for survey control.
 GA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0775.See file dsdata.txt to determine how the superseded data were derived.
 GA0775
 GA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA212226(NAD 83)
 GA0775_MARKER: DB = BENCH MARK DISK
 GA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0775_STAMPING: Q 99 1935
 GA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0775+STABILITY: SURFACE MOTION
 GA0775
 GA0775  HISTORY     - Date     Condition        Report By
 GA0775  HISTORY     - 1935     MONUMENTED       CGS
 GA0775  HISTORY     - 1950     GOOD             TVA
 GA0775
 GA0775                          STATION DESCRIPTION
 GA0775
 GA0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0775'1 MI E FROM PERSIA.
 GA0775'1.0 MILE EAST ALONG THE STRAHL ROAD FROM THE SOUTHERN RAILWAY
 GA0775'STATION AT PERSIA, HAWKINS COUNTY, 200 FEET EAST OF THE JUNCTION
 GA0775'OF STATE HIGHWAY 66, 13 FEET NORTH OF THE CENTERLINE OF THE
 GA0775'ROAD, 3 INCHES SOUTHEAST OF A WIRE FENCE LINE, AND 8 INCHES
 GA0775'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED Q 99 1935 AND SET
 GA0775'IN THE TOP OF A CONCRETE POST.
 GA0775
 GA0775                          STATION RECOVERY (1950)
 GA0775
 GA0775'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3399 ***********************************************************************
 GA3399  DESIGNATION -  QUAKER
 GA3399  PID         -  GA3399
 GA3399  STATE/COUNTY-  TN/GREENE
 GA3399  USGS QUAD   -  CHUCKEY (1971)
 GA3399
 GA3399                         *CURRENT SURVEY CONTROL
 GA3399  ___________________________________________________________________
 GA3399* NAD 83(1995)-  36 13 14.13273(N)    082 42 54.89052(W)     ADJUSTED  
 GA3399* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 GA3399  ___________________________________________________________________
 GA3399  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GA3399  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3399
 GA3399  HORZ ORDER  -  SECOND
 GA3399
 GA3399.The horizontal coordinates were established by classical geodetic methods
 GA3399.and adjusted by the National Geodetic Survey in April 1999..
 GA3399
 GA3399.The orthometric height was scaled from a topographic map.
 GA3399
 GA3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3399
 GA3399.The geoid height was determined by GEOID03.
 GA3399
 GA3399;                    North         East     Units Scale Factor Converg.
 GA3399;SPC TN       -   214,347.275   895,274.425   MT  0.99997109   +1 55 22.9
 GA3399;SPC TN       -   703,237.68  2,937,246.18   sFT  0.99997109   +1 55 22.9
 GA3399;UTM  17      - 4,009,779.627   345,833.499   MT  0.99989285   -1 00 49.4
 GA3399
 GA3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3399!SPC TN       -   0.99991172  x   0.99997109  =   0.99988281
 GA3399!UTM  17      -   0.99991172  x   0.99989285  =   0.99980457
 GA3399
 GA3399|---------------------------------------------------------------------|
 GA3399| PID    Reference Object                     Distance      Geod. Az  |
 GA3399|                                                           dddmmss.s |
 GA3399| DC3070 QUAKER RM 2                          18.130 METERS 01940     |
 GA3399| GA3381 BUFFALO HIGH POINT FIRE LOT         APPROX.31.0 KM 0903505.1 |
 GA3399| DC3068 QUAKER AZ MK                                       1180812.6 |
 GA3399| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.21.9 KM 1800126.9 |
 GA3399| GA3400 GREENEVILLE HIGHER TWO SPIPES       APPROX.12.0 KM 2420325.5 |
 GA3399| DC3069 QUAKER RM 1                          10.552 METERS 28014     |
 GA3399|---------------------------------------------------------------------|
 GA3399
 GA3399                          SUPERSEDED SURVEY CONTROL
 GA3399
 GA3399  NAD 83(1995)-  36 13 14.13632(N)    082 42 54.89437(W) AD(       ) 2
 GA3399  NAD 83(1995)-  36 13 14.13780(N)    082 42 54.90636(W) AD(       ) 2
 GA3399  NAD 83(1995)-  36 13 14.13739(N)    082 42 54.89468(W) AD(       ) 2
 GA3399  NAD 83(1986)-  36 13 14.14255(N)    082 42 54.89517(W) AD(       ) 2
 GA3399  NAD 27      -  36 13 13.76800(N)    082 42 55.34300(W) AD(       ) 2
 GA3399
 GA3399.Superseded values are not recommended for survey control.
 GA3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3399.See file dsdata.txt to determine how the superseded data were derived.
 GA3399
 GA3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4583309780(NAD 83)
 GA3399_MARKER: DS = TRIANGULATION STATION DISK
 GA3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3399
 GA3399  HISTORY     - Date     Condition        Report By
 GA3399  HISTORY     - 1934     MONUMENTED       CGS
 GA3399
 GA3399                          STATION DESCRIPTION
 GA3399
 GA3399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3399'ABOUT 7-1/2 MILES EAST-NORTHEAST OF GREENEVILLE, 0.8 MILE WEST OF
 GA3399'U.S.  ROUTE 11,
 GA3399'0.5 MILE SOUTH OF COUNTY ROAD TO RHEATOWN, ON ROUNDED
 GA3399'SUMMIT OF SMALL HILLTOP, ON
 GA3399'HIGHEST PART OF QUAKER RIDGE WHICH IS
 GA3399'KNOWN LOCALLY AS CARPENTER MOUNTAIN.  TO REACH
 GA3399'FROM TUSCULUM, FOLLOW
 GA3399'U.S.  ROUTE 11 NORTH 3.65 MILES TO COUNTY ROAD TO RHEATOWN, TURN
 GA3399'WEST AND GO 1.0
 GA3399'MILE TO ROUGH DIRT ROAD, TURN SOUTH AND GO 1/4 MILE TO
 GA3399'MCAMIS HOME AND END OF TRUCK
 GA3399'TRAVEL.  STATION IS 1/4 MILE SOUTHWEST
 GA3399'OF MCAMIS HOUSE, IN APPROXIMATE CENTER OF
 GA3399'SUMMIT, 25 YARDS SOUTH OF
 GA3399'GROUP OF LARGE TREES, 37 FEET NORTH-NORTHEAST OF 12-INCH
 GA3399'TRIANGLE-BLAZED TREE, AND 30 FEET EAST OF WIRE FENCE.  SURFACE AND
 GA3399'UNDERGROUND MARKS
 GA3399'ARE STANDARD STATION DISKS IN CONCRETE.
 GA3399'REFERENCE MARKS ARE
 GA3399'STANDARD REFERENCE DISKS IN CONCRETE.
 GA3399'NO. 1 IS EAST OF FENCE, AT BASE OF
 GA3399'TRIANGLE-BLAZED TREE,
 GA3399'AND 10.552 METERS (34.62 FEET) FROM STATION
 GA3399'N 79 DEG 46 MIN W.  NO. 2
 GA3399'IS 10 FEET SOUTH OF LARGE TREES, EAST OF FENCE, AND
 GA3399'18.130 METERS (59.48 FEET) FROM
 GA3399'STATION N 23 DEG 40 MIN E.
 GA3399'AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 GA3399'CONCRETE, ABOUT
 GA3399'0.5 MILE WEST OF JUNCTION OF U.S.  ROUTE 11 AND COUNTY ROAD TO
 GA3399'RHEATOWN, 100 YARDS NORTHWEST OF RED FRAME HOUSE, 21 FEET EAST OF
 GA3399'CENTER OF COUNTY
 GA3399'ROAD TO RHEATOWN, AND 0.6 MILE FROM STATION
 GA3399'S 61 DEG 52 MIN E.
 GA3399'BEARING FROM STATION TO CAMP CREEK
 GA3399'BALD, FIRE LOOKOUT TOWER, DISTANT 13.6 MILES, IS S 0
 GA3399'DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1683 ***********************************************************************
 GB1683  DESIGNATION -  QUARRY
 GB1683  PID         -  GB1683
 GB1683  STATE/COUNTY-  TN/PUTNAM
 GB1683  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1683
 GB1683                         *CURRENT SURVEY CONTROL
 GB1683  ___________________________________________________________________
 GB1683* NAD 83(1995)-  36 08 30.35540(N)    085 29 45.04053(W)     ADJUSTED  
 GB1683* NAVD 88     -       373.861  (meters)    1226.58   (feet)  ADJUSTED  
 GB1683  ___________________________________________________________________
 GB1683  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GB1683  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1683  DYNAMIC HT  -         373.530 (meters)    1225.49  (feet)  COMP
 GB1683  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GB1683
 GB1683  HORZ ORDER  -  SECOND
 GB1683  VERT ORDER  -  SECOND    CLASS 0
 GB1683
 GB1683.The horizontal coordinates were established by classical geodetic methods
 GB1683.and adjusted by the National Geodetic Survey in April 1999..
 GB1683
 GB1683.The orthometric height was determined by differential leveling
 GB1683.and adjusted by the National Geodetic Survey in June 1991..
 GB1683
 GB1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1683
 GB1683.The geoid height was determined by GEOID03.
 GB1683
 GB1683.The dynamic height is computed by dividing the NAVD 88
 GB1683.geopotential number by the normal gravity value computed on the
 GB1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1683.degrees latitude (g = 980.6199 gals.).
 GB1683
 GB1683.The modeled gravity was interpolated from observed gravity values.
 GB1683
 GB1683;                    North         East     Units Scale Factor Converg.
 GB1683;SPC TN       -   200,761.969   645,373.125   MT  0.99996278   +0 17 42.5
 GB1683;SPC TN       -   658,666.56  2,117,361.66   sFT  0.99996278   +0 17 42.5
 GB1683;UTM  16      - 4,000,720.294   635,327.677   MT  0.99982565   +0 53 14.1
 GB1683
 GB1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1683!SPC TN       -   0.99994595  x   0.99996278  =   0.99990873
 GB1683!UTM  16      -   0.99994595  x   0.99982565  =   0.99977161
 GB1683
 GB1683:                Primary Azimuth Mark                     Grid Az
 GB1683:SPC TN       -  COOKEVILLE LARGE MUNICIPAL TK            006 05 54.6
 GB1683:UTM  16      -  COOKEVILLE LARGE MUNICIPAL TK            005 30 23.0
 GB1683
 GB1683|---------------------------------------------------------------------|
 GB1683| PID    Reference Object                     Distance      Geod. Az  |
 GB1683|                                                           dddmmss.s |
 GB1683| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX. 1.9 KM 0062337.1 |
 GB1683| GB1682 QUARRY RM 1                          20.834 METERS 05736     |
 GB1683| GB2392 COOKEVILLE LOOKOUT TOWER NC 33      APPROX. 2.6 KM 0873423.0 |
 GB1683| GB1684 QUARRY RM 2                           8.782 METERS 15820     |
 GB1683| GB1685 QUARRY AZ MK                                       1920105.7 |
 GB1683| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 3.8 KM 3310823.0 |
 GB1683|---------------------------------------------------------------------|
 GB1683
 GB1683                          SUPERSEDED SURVEY CONTROL
 GB1683
 GB1683  NAD 83(1995)-  36 08 30.35771(N)    085 29 45.04284(W) AD(       ) 2
 GB1683  NAD 83(1995)-  36 08 30.36056(N)    085 29 45.04392(W) AD(       ) 2
 GB1683  NAD 83(1986)-  36 08 30.36793(N)    085 29 45.04250(W) AD(       ) 2
 GB1683  NAD 27      -  36 08 30.14390(N)    085 29 45.12950(W) AD(       ) 2
 GB1683  NGVD 29 (??/??/92)  373.935  (m)         1226.82   (f) ADJ UNCH    2 0
 GB1683
 GB1683.Superseded values are not recommended for survey control.
 GB1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1683.See file dsdata.txt to determine how the superseded data were derived.
 GB1683
 GB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3532800720(NAD 83)
 GB1683_MARKER: DE = TRAVERSE STATION DISK
 GB1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1683_STAMPING: QUARRY 1960
 GB1683_MARK LOGO: CGS   
 GB1683_PROJECTION: PROJECTING 15 CENTIMETERS
 GB1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1683+STABILITY: SURFACE MOTION
 GB1683
 GB1683  HISTORY     - Date     Condition        Report By
 GB1683  HISTORY     - 1960     MONUMENTED       CGS
 GB1683  HISTORY     - 1960     GOOD             CGS
 GB1683  HISTORY     - 1982     GOOD             NGS
 GB1683  HISTORY     - 19820927 GOOD             NGS
 GB1683
 GB1683                          STATION DESCRIPTION
 GB1683
 GB1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1683'THE STATION IS LOCATED ON THE PROPERTY OF THE COUNTY, ABOUT 1-1/2
 GB1683'MILES SOUTH OF COOKEVILLE, 0.3 MILE NORTH OF THE INTERSTATE
 GB1683'HIGHWAY NOW UNDER CONSTRUCTION, AND ON A PROMINENT HILL EAST OF STATE
 GB1683'HIGHWAY 42.
 GB1683'
 GB1683'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 70N AND STATE
 GB1683'HIGHWAY 42 AT THE SOUTHWEST CORNER OF THE SQUARE IN COOKEVILLE, GO
 GB1683'SOUTH, ON STATE HIGHWAY 42 FOR 1.45 MILES TO A TRACK ROAD ON THE
 GB1683'LEFT,* JUST AFTER PASSING THE PEOPLES STOCK YARD ON THE LEFT.
 GB1683'TURN LEFT, FOLLOWING THE TRACK ROAD EASTERLY FOR 0.4 MILE TO A
 GB1683'NORTH-SOUTH FENCE LINE.  TURN LEFT, NORTH, AND GO 0.05 MILE ALONG
 GB1683'FENCE LINE, THEN LEFT, GOING WEST ALONG THE NORTHERN SLOPE OF HILL
 GB1683'FOR 0.1 MILE, THEN LEFT TO THE SUMMIT AND THE STATION.
 GB1683'
 GB1683'*TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEFT, CONTINUE SOUTH
 GB1683'ON STATE HIGHWAY 42 FOR 0.3 MILE TO THE INTERSTATE HIGHWAY NOW
 GB1683'UNDER CONSTRUCTION.  TURN LEFT, EAST, ON THE EAST BOUND TRAFFIC LAND
 GB1683'AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB1683'
 GB1683'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED QUARRY 1960,
 GB1683'SET IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 42 FEET WEST OF A
 GB1683'24-INCH TRIANGULAR BLAZED TREE, 24 FEET NORTHEAST OF A 30-INCH
 GB1683'TRIANGULAR BLAZED TREE, AND 2.5 FEET SOUTHWEST OF A WITNESS
 GB1683'SIGN.
 GB1683'
 GB1683'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED QUARRY NO 1 1960,
 GB1683'SET IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 34 FEET NORTH OF A
 GB1683'24-INCH TRIANGULAR BLAZED TREE, AND SET ON THE NORTH SLOPE OF HILL
 GB1683'ABOUT 4 FEET LOWER THAN THE STATION MARK.
 GB1683'
 GB1683'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED QUARRY NO 2 1960,
 GB1683'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH.  IT IS
 GB1683'44 FEET SOUTHWEST OF A 24-INCH TRIANGULAR BLAZED TREE, 30 FEET
 GB1683'SOUTHEAST OF A WITNESS SIGN, AND ABOUT 1 FOOT LOWER THAN THE
 GB1683'STATION MARK.
 GB1683'
 GB1683'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED QUARRY 1960, SET IN A
 GB1683'CONCRETE MONUMENT, AND SET FLUSH.  IT IS 52 FEET SOUTHWEST OF A
 GB1683'60-INCH TREE, 45 FEET SOUTH OF THE TOP OF HIGHWAY CUT, 3.6 FEET
 GB1683'NORTHEAST OF A WITNESS SIGN, AND 1.2 FEET NORTH OF HIGHWAY
 GB1683'RIGHT-OF-WAY FENCE.
 GB1683'
 GB1683'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 GB1683
 GB1683                          STATION RECOVERY (1960)
 GB1683
 GB1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1683'2 MI S FROM COOKEVILLE.
 GB1683'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.45 MILES SOUTH ON
 GB1683'STATE HIGHWAY 42 TO A TRACK ROAD ON THE LEFT, * JUST AFTER
 GB1683'PASSING THE PEOPLES STOCK YARD ON THE LEFT.  TURN LEFT,
 GB1683'FOLLOWING THE TRACK ROAD EASTERLY FOR 0.4 MILE TO A NORTH-SOUTH
 GB1683'FENCE LINE.  TURN LEFT, NORTH, AND GO 0.05 MILE ALONG FENCE
 GB1683'LINE, THEN LEFT, GOING WEST ALONG THE NORTHERN SLOPE OF HILL
 GB1683'FOR 0.1 MILE, THEN LEFT TO THE SUMMIT AND THE STATION.  THE
 GB1683'STATION MARK IS 42 FT. WEST OF A 24-INCH TRIANGULAR BLAZED TREE,
 GB1683'24 FT. NORTHEAST OF A 30-INCH TRIANGULAR BLAZED TREE, AND 2.5 FT.
 GB1683'SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1683'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1683
 GB1683                          STATION RECOVERY (1982)
 GB1683
 GB1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GB1683'IT IS LOCATED ABOUT 30 M (100 FT) WEST OF A LARGE STAND PIPE, 5.2 (17
 GB1683'FT) WEST OF A WOVEN WIRE FENCE AROUND THE STAND PIPE.
 GB1683
 GB1683                          STATION RECOVERY (1982)
 GB1683
 GB1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GB1683'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 GB1683'REFERENCE MARKS WERE NOT FOUND AND THOUGHT DESTROYED BY GRADING FOR A
 GB1683'STANDPIPE.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED BUT OBSTRUCTED TO
 GB1683'THE STATION BY TREES AND DENSE GROWTH.  REFERENCE MARKS 3 AND 4 WERE
 GB1683'SET.  A NEW DESCRIPTION FOLLOWS.
 GB1683' 
 GB1683'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF COOKESVILLE, 0.5 KM
 GB1683'(0.30 MI) NORTH OF INTERSTATE HIGHWAY 40, ABOUT 30 M (98.4 FT) WEST OF
 GB1683'A LARGE STANDPIPE, 7.6 M (24.9 FT) NORTHEAST OF A 0.8 M (2.6 FT) WHITE
 GB1683'OAK TREE, 5.2 M (17.1 FT) WEST OF A FENCE AROUND STANDPIPE AND 3 M
 GB1683'(9.8 FT) SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 0.15 M
 GB1683'(0.49 FT) AND THE DISK IS STAMPED---QUARRY 1960---.  TO REACH THE
 GB1683'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY
 GB1683'42, GO NORTH ON HIGHWAY 42 FOR 0.5 KM (0.30 MI) TO SHONEYS BIG BOY ON
 GB1683'THE RIGHT.  TURN RIGHT PASSING THROUGH THE PARKING LOT AND GO EAST ON
 GB1683'GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE ROAD LEFT.  TURN LEFT ON THE
 GB1683'ROAD AND GO 0.3 KM (0.20 MI) TO THE TOP OF THE HILL AND THE STATION.
 GB1683' 
 GB1683'REFERENCE MARK NO 3 IS ABOUT 30 M (98.4 FT) WEST OF THE STANDPIPE
 GB1683'2.4 M (7.9 FT) WEST OF THE FENCE AND IN THE TOP AND EAST EDGE OF
 GB1683'BEDROCK WHICH PROJECTS ABOUT 0.2 M (0.7 FT) THE DISK IS
 GB1683'STAMPED--QUARRY 1960 NO 3 1982--.
 GB1683' 
 GB1683'REFERENCE MARK 4 IS A STANDARD DISK SET IN TOP OF A 0.6 M (2.0 FT) BY
 GB1683'0.9 M (3.0 FT) BOULDER WHICH PROJECTS 0.15 M, (0.49 FT) 6.1 M
 GB1683'(20.0 FT) SOUTHEAST OF A 0.8 M (2.6 FT) WHITE OAK TREE AND 5.5 M
 GB1683'(18.0 FT) NORTH OF A 0.4 M (1.3 FT) ASH TREE.  THE DISK IS
 GB1683'STAMPED--QUARRY 1960 NO 4 1982--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2537 ***********************************************************************
 GC2537  DESIGNATION -  QUARRY
 GC2537  PID         -  GC2537
 GC2537  STATE/COUNTY-  TN/DAVIDSON
 GC2537  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2537
 GC2537                         *CURRENT SURVEY CONTROL
 GC2537  ___________________________________________________________________
 GC2537* NAD 83(1995)-  36 05 21.85996(N)    087 01 12.17682(W)     ADJUSTED  
 GC2537* NAVD 88     -       179.0    (meters)     587.     (feet)  VERTCON   
 GC2537  ___________________________________________________________________
 GC2537  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GC2537  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC2537
 GC2537  HORZ ORDER  -  THIRD
 GC2537
 GC2537.The horizontal coordinates were established by classical geodetic methods
 GC2537.and adjusted by the National Geodetic Survey in April 1999..
 GC2537
 GC2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2537
 GC2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2537
 GC2537.The geoid height was determined by GEOID03.
 GC2537
 GC2537;                    North         East     Units Scale Factor Converg.
 GC2537;SPC TN       -   195,314.153   508,138.027   MT  0.99995830   -0 35 49.8
 GC2537;SPC TN       -   640,793.18  1,667,116.18   sFT  0.99995830   -0 35 49.8
 GC2537;UTM  16      - 3,993,865.095   498,195.063   MT  0.99960004   -0 00 42.5
 GC2537
 GC2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2537!SPC TN       -   0.99997647  x   0.99995830  =   0.99993477
 GC2537!UTM  16      -   0.99997647  x   0.99960004  =   0.99957652
 GC2537
 GC2537|---------------------------------------------------------------------|
 GC2537| PID    Reference Object                     Distance      Geod. Az  |
 GC2537|                                                           dddmmss.s |
 GC2537| CG6431 QUARRY RM 1                          10.093 METERS 05356     |
 GC2537| GC1501 MCCORY                              APPROX. 1.3 KM 1952815.1 |
 GC2537| CG6432 QUARRY RM 2                          10.999 METERS 22658     |
 GC2537|---------------------------------------------------------------------|
 GC2537
 GC2537                          SUPERSEDED SURVEY CONTROL
 GC2537
 GC2537  NAD 83(1995)-  36 05 21.86186(N)    087 01 12.17902(W) AD(       ) 3
 GC2537  NAD 83(1995)-  36 05 21.86275(N)    087 01 12.17936(W) AD(       ) 3
 GC2537  NAD 83(1986)-  36 05 21.87041(N)    087 01 12.18006(W) AD(       ) 3
 GC2537  NAD 27      -  36 05 21.65360(N)    087 01 12.16700(W) AD(       ) 3
 GC2537  NGVD 29 (07/19/86)  179.0    (m)          587.     (f) VERT ANG       
 GC2537
 GC2537.Superseded values are not recommended for survey control.
 GC2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2537.See file dsdata.txt to determine how the superseded data were derived.
 GC2537
 GC2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9819593865(NAD 83)
 GC2537_MARKER: DE = TRAVERSE STATION DISK
 GC2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2537
 GC2537  HISTORY     - Date     Condition        Report By
 GC2537  HISTORY     - 1959     MONUMENTED       CGS
 GC2537  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 GC2537
 GC2537                          STATION DESCRIPTION
 GC2537
 GC2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2537'THE STATION IS LOCATED ABOUT 2 MILES EAST-SOUTHEAST OF THE SMALL
 GC2537'VILLAGE OF PEGRAM, 0.25 MILE SOUTH OF U.S. HIGHWAY NO. 70, 0.15
 GC2537'MILE EAST OF MCCORY LANE AND AT THE SOUTH END OF A ROW OF TREES IN AN
 GC2537'OLD FENCE LINE.
 GC2537'
 GC2537'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 GC2537'PEGRAM, GO EAST ON U.S. HIGHWAY NO. 70 FOR 1.8 MILES TO MCCORY LANE
 GC2537'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON MCCORY LANE FOR 0.25 MILE TO
 GC2537'A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 GC2537'0.15 MILE TO AN OLD FENCE LINE JUST WEST OF A ROCK QUARRY, HERE TURN
 GC2537'LEFT ALONG THE WEST SIDE OF THE OLD FENCE LINE AND GO NORTHERLY FOR
 GC2537'ABOUT 100 YARDS TO A ROW OF TREES AND THE STATION JUST SOUTH OF THE
 GC2537'TREES AS DESCRIBED.
 GC2537'
 GC2537'THE STATION MARK AND THE UNDERGROUND MARK ARE STANDARD TRAVERSE DISK.
 GC2537'THE SURFACE STATION MARK IS SET IN THE TOP OF A 10-INCH SQUARE
 GC2537'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 GC2537'IS STAMPED QUARRY 1959.  IT IS 4-1/2 FEET SOUTH OF A WITNESS
 GC2537'SIGN AND JUST SOUTH OF A ROW OF TREES.
 GC2537'
 GC2537'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 GC2537'SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2537'THE DISK IS STAMPED QUARRY NO. 1 1959.  IT IS 9 FEET NORTHEAST OF A
 GC2537'TRIANGLE BLAZED TREE.
 GC2537'
 GC2537'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 GC2537'SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2537'THE DISK IS STAMPED QUARRY NO. 2 1959.
 GC2537'
 GC2537'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION
 GC2537'MCCORY WHICH MAY BE USED AS AN AZIMUTH MARK.  SEE DESCRIPTION
 GC2537'THEROF.
 GC2537
 GC2537                          STATION RECOVERY (1961)
 GC2537
 GC2537'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2537'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2537'EXCELLENT CONDITION.  THE ORIGINAL TO REACH FOR THE STATION,
 GC2537'AND DESCRIPTION OF THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK
 GC2537'NO. 2, IS COMPLETELY ADEQUATE.  THE HORIZONTAL DISTANCES WERE
 GC2537'MEASURED BETWEEN THE REFERENCE MARKS AND THE STATION AND WERE FOUND
 GC2537'TO CHECK THE 1959 MEASUREMENTS.  DUE TO EXPANSION OF LAMBERT
 GC2537'BROTHERS COMPANY QUARRY PIT, ALL MARKS WOULD BE DESTROYED.
 GC2537'
 GC2537'A NEW STATION MARK QUARRY 2 1961, REFERENCE MARK NO. 3, AND REFERENCE
 GC2537'MARK NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY GEODETIC
 GC2537'SURVEY SECTION THIS DATE.  SEE DESCRIPTION THEREOF.
 GC2537'
 GC2537'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 GC2537'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO ALL NEW MARKS, THE
 GC2537'OLD MARKS, QUARRY 1959, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 GC2537'2, WERE DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 GC2537'AND GEODETIC SURVEY OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1503 ***********************************************************************
 GC1503  DESIGNATION -  QUARRY 2
 GC1503  PID         -  GC1503
 GC1503  STATE/COUNTY-  TN/DAVIDSON
 GC1503  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1503
 GC1503                         *CURRENT SURVEY CONTROL
 GC1503  ___________________________________________________________________
 GC1503* NAD 83(1995)-  36 04 54.94910(N)    087 00 34.35035(W)     ADJUSTED  
 GC1503* NAVD 88     -       196.82   (meters)     645.7    (feet)  RESET     
 GC1503  ___________________________________________________________________
 GC1503  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GC1503  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1503
 GC1503  HORZ ORDER  -  THIRD
 GC1503  VERT ORDER  -  THIRD
 GC1503
 GC1503.The horizontal coordinates were established by classical geodetic methods
 GC1503.and adjusted by the National Geodetic Survey in April 1999..
 GC1503
 GC1503.The orthometric height was computed from unverified reset data.
 GC1503
 GC1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1503
 GC1503.The geoid height was determined by GEOID03.
 GC1503
 GC1503;                    North         East     Units Scale Factor Converg.
 GC1503;SPC TN       -   194,474.963   509,075.693   MT  0.99995773   -0 35 27.7
 GC1503;SPC TN       -   638,039.94  1,670,192.50   sFT  0.99995773   -0 35 27.7
 GC1503;UTM  16      - 3,993,035.826   499,140.914   MT  0.99960001   -0 00 20.2
 GC1503
 GC1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1503!SPC TN       -   0.99997366  x   0.99995773  =   0.99993140
 GC1503!UTM  16      -   0.99997366  x   0.99960001  =   0.99957369
 GC1503
 GC1503|---------------------------------------------------------------------|
 GC1503| PID    Reference Object                     Distance      Geod. Az  |
 GC1503|                                                           dddmmss.s |
 GC1503| GC1504 QUARRY 2 RM 3                         9.400 METERS 05818     |
 GC1503| GC1505 QUARRY 2 RM 4                        19.400 METERS 23525     |
 GC1503| GC1501 MCCORY                              APPROX. 1.4 KM 2501119.8 |
 GC1503|---------------------------------------------------------------------|
 GC1503
 GC1503                          SUPERSEDED SURVEY CONTROL
 GC1503
 GC1503  NAD 83(1995)-  36 04 54.95103(N)    087 00 34.35255(W) AD(       ) 3
 GC1503  NAD 83(1995)-  36 04 54.95183(N)    087 00 34.35275(W) AD(       ) 3
 GC1503  NAD 83(1986)-  36 04 54.95948(N)    087 00 34.35347(W) AD(       ) 3
 GC1503  NAD 27      -  36 04 54.74220(N)    087 00 34.34110(W) AD(       ) 3
 GC1503  NGVD 29 (07/19/86)  196.84   (m)          645.8    (f) LEVELING    3  
 GC1503
 GC1503.Superseded values are not recommended for survey control.
 GC1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1503.See file dsdata.txt to determine how the superseded data were derived.
 GC1503
 GC1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9914193036(NAD 83)
 GC1503_MARKER: DD = SURVEY DISK
 GC1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1503_STAMPING: QUARRY 2 1961
 GC1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1503+STABILITY: SURFACE MOTION
 GC1503
 GC1503  HISTORY     - Date     Condition        Report By
 GC1503  HISTORY     - 1961     MONUMENTED       TNHD
 GC1503  HISTORY     - 1961     GOOD             TNHD
 GC1503
 GC1503                          STATION DESCRIPTION
 GC1503
 GC1503'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1503'4 MI E FROM PEGRAM.
 GC1503'TO REACH THE STATION FROM THE POST OFFICE IN PEGRAM, GO EAST ON
 GC1503'U.S. HIGHWAY 70 FOR 1.8 MILES TO MC CORY LANE RIGHT, TURN RIGHT,
 GC1503'SOUTH, ON MC CORY LANE AND GO 1.3 MILES TO A FRONTAGE ROAD ON THE
 GC1503'LEFT AT THE INTERSTATE HIGHWAY 40 INTERCHANGE, TURN LEFT, EAST,
 GC1503'ON A FRONTAGE ROAD AND GO 0.9 MILE TO THE STATION ON THE RIGHT AS
 GC1503'DESCRIBED.  THIS MARK IS SET IN THE TOP OF A 10-INCH SQUARE,
 GC1503'FLUSH, CONCRETE MONUMENT, 38 FEET EAST OF A TWIN HACKBERRY TREE,
 GC1503'30 FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD AND 11.2 FEET
 GC1503'EAST OF A WITNESS POST.
 GC1503
 GC1503                          STATION RECOVERY (1961)
 GC1503
 GC1503'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1503'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF PEGRAM.
 GC1503'
 GC1503'TO REACH THE STATION FROM THE POST OFFICE IN PEGRAM, GO EAST ON U.S.
 GC1503'HIGHWAY 70 FOR 1.8 MILES TO MCCORY LANE RIGHT, TURN RIGHT,
 GC1503'SOUTH, ON MCCORY LANE AND GO 1.3 MILES TO A FRONTAGE ROAD ON THE LEFT
 GC1503'AT THE INTERSTATE HIGHWAY 40 INTERCHANGE, TURN LEFT, EAST,
 GC1503'ON A FRONTAGE ROAD AND GO 0.9 MILE TO THE STATION ON THE RIGHT AS
 GC1503'DESCRIBED.
 GC1503'
 GC1503'THE STATION MARK IS A STANDARD DISK STAMPED QUARRY 2 1961, SET IN THE
 GC1503'TOP OF A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS 38 FEET EAST
 GC1503'OF A TWIN HACKBERRY TREE, 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC1503'THE FRONTAGE ROAD, AND 11.2 FEET EAST OF A WITNESS POST.
 GC1503'
 GC1503'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED QUARRY 2 NO. 3 1961,
 GC1503'SET IN THE TOP OF A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS
 GC1503'26 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FRONTAGE ROAD AND 25
 GC1503'FEET WEST OF A 6 INCH WALNUT TREE.
 GC1503'
 GC1503'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED QUARRY 2 NO. 4 1961,
 GC1503'SET IN THE TOP OF A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS
 GC1503'28 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FRONTAGE ROAD, 29 FEET
 GC1503'EAST OF AN 8 INCH ELM TREE AND 25 FEET WEST OF A TWIN HACKBERRY
 GC1503'TREE.
 GC1503'
 GC1503'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  MCCORY 1959 IS
 GC1503'VISIBLE FROM THE GROUND.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1504 ***********************************************************************
 GC1504  DESIGNATION -  QUARRY 2 RM 3
 GC1504  PID         -  GC1504
 GC1504  STATE/COUNTY-  TN/DAVIDSON
 GC1504  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1504
 GC1504                         *CURRENT SURVEY CONTROL
 GC1504  ___________________________________________________________________
 GC1504* NAD 83(1986)-  36 04 55.     (N)    087 00 34.     (W)     SCALED    
 GC1504* NAVD 88     -       197.27   (+/-2cm)     647.2    (feet)  VERTCON   
 GC1504  ___________________________________________________________________
 GC1504  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1504
 GC1504  VERT ORDER  -  THIRD (See Below)
 GC1504
 GC1504.The horizontal coordinates were scaled from a topographic map and have
 GC1504.an estimated accuracy of +/- 6 seconds.
 GC1504
 GC1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1504.The vertical order pertains to the NGVD 29 superseded value.
 GC1504
 GC1504.The geoid height was determined by GEOID03.
 GC1504
 GC1504;                    North         East    Units  Estimated Accuracy
 GC1504;SPC TN       -   194,480.      509,080.      MT  (+/- 180 meters Scaled)
 GC1504
 GC1504                          SUPERSEDED SURVEY CONTROL
 GC1504
 GC1504  NGVD 29 (??/??/??)  197.28   (m)          647.2    (f) RESET       3  
 GC1504
 GC1504.Superseded values are not recommended for survey control.
 GC1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1504.See file dsdata.txt to determine how the superseded data were derived.
 GC1504
 GC1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE991930(NAD 83)
 GC1504_MARKER: DR = REFERENCE MARK DISK
 GC1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1504_STAMPING: QUARRY 2 NO 3 1961
 GC1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1504+STABILITY: SURFACE MOTION
 GC1504
 GC1504  HISTORY     - Date     Condition        Report By
 GC1504  HISTORY     - 1961     MONUMENTED       TNHD
 GC1504
 GC1504                          STATION DESCRIPTION
 GC1504
 GC1504'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1504'4 MI E FROM PEGRAM.
 GC1504'THIS MARK IS LOCATED AT THE QUARRY 2 1961 STATION SITE.  IT IS
 GC1504'26 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FRONTAGE ROAD, 25
 GC1504'FEET WEST OF A 6-INCH WALNUT TREE, AND SET IN THE TOP OF A
 GC1504'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1505 ***********************************************************************
 GC1505  DESIGNATION -  QUARRY 2 RM 4
 GC1505  PID         -  GC1505
 GC1505  STATE/COUNTY-  TN/DAVIDSON
 GC1505  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1505
 GC1505                         *CURRENT SURVEY CONTROL
 GC1505  ___________________________________________________________________
 GC1505* NAD 83(1986)-  36 04 55.     (N)    087 00 34.     (W)     SCALED    
 GC1505* NAVD 88     -       195.56   (+/-2cm)     641.6    (feet)  VERTCON   
 GC1505  ___________________________________________________________________
 GC1505  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1505
 GC1505  VERT ORDER  -  THIRD (See Below)
 GC1505
 GC1505.The horizontal coordinates were scaled from a topographic map and have
 GC1505.an estimated accuracy of +/- 6 seconds.
 GC1505
 GC1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1505.The vertical order pertains to the NGVD 29 superseded value.
 GC1505
 GC1505.The geoid height was determined by GEOID03.
 GC1505
 GC1505;                    North         East    Units  Estimated Accuracy
 GC1505;SPC TN       -   194,480.      509,080.      MT  (+/- 180 meters Scaled)
 GC1505
 GC1505                          SUPERSEDED SURVEY CONTROL
 GC1505
 GC1505  NGVD 29 (??/??/??)  195.58   (m)          641.7    (f) RESET       3  
 GC1505
 GC1505.Superseded values are not recommended for survey control.
 GC1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1505.See file dsdata.txt to determine how the superseded data were derived.
 GC1505
 GC1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE991930(NAD 83)
 GC1505_MARKER: DR = REFERENCE MARK DISK
 GC1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1505_STAMPING: QUARRY 2 NO 4 1961
 GC1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1505+STABILITY: SURFACE MOTION
 GC1505
 GC1505  HISTORY     - Date     Condition        Report By
 GC1505  HISTORY     - 1961     MONUMENTED       TNHD
 GC1505
 GC1505                          STATION DESCRIPTION
 GC1505
 GC1505'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1505'4 MI E FROM PEGRAM.
 GC1505'THIS MARK IS LOCATED AT THE QUARRY 2 STATION SITE, AND SET IN THE
 GC1505'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS 28
 GC1505'FEET SOUTH OF THE APPROXIMATE CENTER OF THE FRONTAGE ROAD, 29
 GC1505'FEET EAST OF AN 8-INCH ELM TREE, AND 25 FEET WEST OF A TWIN
 GC1505'HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1685 ***********************************************************************
 GB1685  DESIGNATION -  QUARRY AZ MK
 GB1685  PID         -  GB1685
 GB1685  STATE/COUNTY-  TN/PUTNAM
 GB1685  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1685
 GB1685                         *CURRENT SURVEY CONTROL
 GB1685  ___________________________________________________________________
 GB1685* NAD 83(1986)-  36 08 11.     (N)    085 29 50.     (W)     SCALED    
 GB1685* NAVD 88     -       330.294  (meters)    1083.64   (feet)  ADJUSTED  
 GB1685  ___________________________________________________________________
 GB1685  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB1685  DYNAMIC HT  -         330.001 (meters)    1082.68  (feet)  COMP
 GB1685  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 GB1685
 GB1685  VERT ORDER  -  SECOND    CLASS 0
 GB1685
 GB1685.The horizontal coordinates were scaled from a topographic map and have
 GB1685.an estimated accuracy of +/- 6 seconds.
 GB1685
 GB1685.The orthometric height was determined by differential leveling
 GB1685.and adjusted by the National Geodetic Survey in June 1991..
 GB1685
 GB1685.The geoid height was determined by GEOID03.
 GB1685
 GB1685.The dynamic height is computed by dividing the NAVD 88
 GB1685.geopotential number by the normal gravity value computed on the
 GB1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1685.degrees latitude (g = 980.6199 gals.).
 GB1685
 GB1685.The modeled gravity was interpolated from observed gravity values.
 GB1685
 GB1685;                    North         East    Units  Estimated Accuracy
 GB1685;SPC TN       -   200,170.      645,250.      MT  (+/- 180 meters Scaled)
 GB1685
 GB1685                          SUPERSEDED SURVEY CONTROL
 GB1685
 GB1685  NGVD 29 (??/??/92)  330.365  (m)         1083.87   (f) ADJ UNCH    2 0
 GB1685
 GB1685.Superseded values are not recommended for survey control.
 GB1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1685.See file dsdata.txt to determine how the superseded data were derived.
 GB1685
 GB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF352001(NAD 83)
 GB1685_MARKER: DZ = AZIMUTH MARK DISK
 GB1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1685_STAMPING: QUARRY 1960
 GB1685_MARK LOGO: CGS   
 GB1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1685+STABILITY: SURFACE MOTION
 GB1685
 GB1685  HISTORY     - Date     Condition        Report By
 GB1685  HISTORY     - 1960     MONUMENTED       CGS
 GB1685
 GB1685                          STATION DESCRIPTION
 GB1685
 GB1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1685'2.1 MI S FROM COOKEVILLE.
 GB1685'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1685'HIGHWAY 42, THEN 0.3 MILE EAST ON INTERSTATE HIGHWAY 40.  THE
 GB1685'AZIMUTH MARK IS SET ON THE NORTH RIGHT OF WAY OF THE INTERSTATE
 GB1685'HIGHWAY, 52 FT. SOUTHWEST OF A 60-INCH TREE, 45 FT. SOUTH OF
 GB1685'THE TOP OF HIGHWAY CUT, 3.6 FT. NORTHEAST OF A WITNESS SIGN, AND
 GB1685'1.2 FT. NORTH OF THE RIGHT OF WAY FENCE.  THE DISK IS SET IN TOP
 GB1685'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1682 ***********************************************************************
 GB1682  DESIGNATION -  QUARRY RM 1
 GB1682  PID         -  GB1682
 GB1682  STATE/COUNTY-  TN/PUTNAM
 GB1682  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1682
 GB1682                         *CURRENT SURVEY CONTROL
 GB1682  ___________________________________________________________________
 GB1682* NAD 83(1986)-  36 08 30.     (N)    085 29 45.     (W)     SCALED    
 GB1682* NAVD 88     -       372.668  (meters)    1222.66   (feet)  ADJUSTED  
 GB1682  ___________________________________________________________________
 GB1682  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1682  DYNAMIC HT  -         372.337 (meters)    1221.58  (feet)  COMP
 GB1682  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GB1682
 GB1682  VERT ORDER  -  SECOND    CLASS 0
 GB1682
 GB1682.The horizontal coordinates were scaled from a topographic map and have
 GB1682.an estimated accuracy of +/- 6 seconds.
 GB1682
 GB1682.The orthometric height was determined by differential leveling
 GB1682.and adjusted by the National Geodetic Survey in June 1991..
 GB1682
 GB1682.The geoid height was determined by GEOID03.
 GB1682
 GB1682.The dynamic height is computed by dividing the NAVD 88
 GB1682.geopotential number by the normal gravity value computed on the
 GB1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1682.degrees latitude (g = 980.6199 gals.).
 GB1682
 GB1682.The modeled gravity was interpolated from observed gravity values.
 GB1682
 GB1682;                    North         East    Units  Estimated Accuracy
 GB1682;SPC TN       -   200,750.      645,370.      MT  (+/- 180 meters Scaled)
 GB1682
 GB1682                          SUPERSEDED SURVEY CONTROL
 GB1682
 GB1682  NGVD 29 (??/??/92)  372.741  (m)         1222.90   (f) ADJ UNCH    2 0
 GB1682
 GB1682.Superseded values are not recommended for survey control.
 GB1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1682.See file dsdata.txt to determine how the superseded data were derived.
 GB1682
 GB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF353007(NAD 83)
 GB1682_MARKER: DR = REFERENCE MARK DISK
 GB1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1682_STAMPING: QUARRY NO 1 1960
 GB1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1682+STABILITY: SURFACE MOTION
 GB1682
 GB1682  HISTORY     - Date     Condition        Report By
 GB1682  HISTORY     - 1960     MONUMENTED       CGS
 GB1682  HISTORY     - 1982     MARK NOT FOUND   NGS
 GB1682
 GB1682                          STATION DESCRIPTION
 GB1682
 GB1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1682'2 MI S FROM COOKEVILLE.
 GB1682'THIS MARK IS LOCATED AT THE QUARRY 1960 STATION SITE, 68.3 FT.
 GB1682'NORTHEAST OF THE STATION MARK, 34 FT. NORTH OF A 24-INCH
 GB1682'TRIANGULAR BLAZED TREE, AND SET ON THE NORTH SLOPE OF THE HILL.
 GB1682'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1682'GROUND.
 GB1682
 GB1682                          STATION RECOVERY (1982)
 GB1682
 GB1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GB1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1684 ***********************************************************************
 GB1684  DESIGNATION -  QUARRY RM 2
 GB1684  PID         -  GB1684
 GB1684  STATE/COUNTY-  TN/PUTNAM
 GB1684  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1684
 GB1684                         *CURRENT SURVEY CONTROL
 GB1684  ___________________________________________________________________
 GB1684* NAD 83(1986)-  36 08 30.     (N)    085 29 45.     (W)     SCALED    
 GB1684* NAVD 88     -       373.346  (meters)    1224.89   (feet)  ADJUSTED  
 GB1684  ___________________________________________________________________
 GB1684  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1684  DYNAMIC HT  -         373.016 (meters)    1223.80  (feet)  COMP
 GB1684  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GB1684
 GB1684  VERT ORDER  -  SECOND    CLASS 0
 GB1684
 GB1684.The horizontal coordinates were scaled from a topographic map and have
 GB1684.an estimated accuracy of +/- 6 seconds.
 GB1684
 GB1684.The orthometric height was determined by differential leveling
 GB1684.and adjusted by the National Geodetic Survey in June 1991..
 GB1684
 GB1684.The geoid height was determined by GEOID03.
 GB1684
 GB1684.The dynamic height is computed by dividing the NAVD 88
 GB1684.geopotential number by the normal gravity value computed on the
 GB1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1684.degrees latitude (g = 980.6199 gals.).
 GB1684
 GB1684.The modeled gravity was interpolated from observed gravity values.
 GB1684
 GB1684;                    North         East    Units  Estimated Accuracy
 GB1684;SPC TN       -   200,750.      645,370.      MT  (+/- 180 meters Scaled)
 GB1684
 GB1684                          SUPERSEDED SURVEY CONTROL
 GB1684
 GB1684  NGVD 29 (??/??/92)  373.420  (m)         1225.13   (f) ADJ UNCH    2 0
 GB1684
 GB1684.Superseded values are not recommended for survey control.
 GB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1684.See file dsdata.txt to determine how the superseded data were derived.
 GB1684
 GB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF353007(NAD 83)
 GB1684_MARKER: DR = REFERENCE MARK DISK
 GB1684_SETTING: 66 = SET IN ROCK OUTCROP
 GB1684_SP_SET: BEDROCK
 GB1684_STAMPING: QUARRY NO 2 1960
 GB1684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1684+STABILITY: POSITION/ELEVATION WELL
 GB1684
 GB1684  HISTORY     - Date     Condition        Report By
 GB1684  HISTORY     - 1960     MONUMENTED       CGS
 GB1684  HISTORY     - 1982     MARK NOT FOUND   NGS
 GB1684
 GB1684                          STATION DESCRIPTION
 GB1684
 GB1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1684'2 MI S FROM COOKEVILLE.
 GB1684'THIS MARK IS LOCATED AT THE QUARRY 1960 STATION SITE, 29 FT.
 GB1684'SOUTH OF THE STATION MARK AND 30 FT. SOUTHEAST OF A WITNESS
 GB1684'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GB1684'BEDROCK.
 GB1684
 GB1684                          STATION RECOVERY (1982)
 GB1684
 GB1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GB1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2333 ***********************************************************************
 GB2333  DESIGNATION -  QUARRY RM 3
 GB2333  PID         -  GB2333
 GB2333  STATE/COUNTY-  TN/PUTNAM
 GB2333  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2333
 GB2333                         *CURRENT SURVEY CONTROL
 GB2333  ___________________________________________________________________
 GB2333* NAD 83(1986)-  36 08 30.     (N)    085 29 45.     (W)     SCALED    
 GB2333* NAVD 88     -       373.11   (meters)    1224.1    (feet)  RESET     
 GB2333  ___________________________________________________________________
 GB2333  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB2333
 GB2333  VERT ORDER  -  THIRD
 GB2333
 GB2333.The horizontal coordinates were scaled from a topographic map and have
 GB2333.an estimated accuracy of +/- 6 seconds.
 GB2333
 GB2333.The orthometric height was computed from unverified reset data.
 GB2333.No vertical observational check was made to the station.
 GB2333
 GB2333.The geoid height was determined by GEOID03.
 GB2333
 GB2333;                    North         East    Units  Estimated Accuracy
 GB2333;SPC TN       -   200,750.      645,370.      MT  (+/- 180 meters Scaled)
 GB2333
 GB2333                          SUPERSEDED SURVEY CONTROL
 GB2333
 GB2333  NGVD 29 (10/12/01)  373.18   (m)         1224.3    (f) RESET       3  
 GB2333
 GB2333.Superseded values are not recommended for survey control.
 GB2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2333.See file dsdata.txt to determine how the superseded data were derived.
 GB2333
 GB2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF353007(NAD 83)
 GB2333_MARKER: DR = REFERENCE MARK DISK
 GB2333_SETTING: 66 = SET IN ROCK OUTCROP
 GB2333_SP_SET: SET IN ROCK OUTCROP
 GB2333_STAMPING: QUARRY 1960 NO 3 1982
 GB2333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2333+STABILITY: POSITION/ELEVATION WELL
 GB2333
 GB2333  HISTORY     - Date     Condition        Report By
 GB2333  HISTORY     - 1982     MONUMENTED       NGS
 GB2333
 GB2333                          STATION DESCRIPTION
 GB2333
 GB2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2333'2.0 MI SOUTH FROM COOKEVILLE.
 GB2333'FROM THE COURTHOUSE IN COOKEVILLE, GO 1.45 MILES SOUTH ALONG STATE
 GB2333'HIGHWAY 42 TO A TRACK ROAD ON THE LEFT, JUST AFTER PASSING THE
 GB2333'PEOPLES STOCK YARD ON THE LEFT, TURN LEFT, FOLLOWING THE TRACK ROAD
 GB2333'EASTERLY FOR 0.4 MILE TO A NORTH-SOUTH FENCE LINE, TURN LEFT, NORTH,
 GB2333'AND GO 0.05 MILE ALONG FENCE LINE, TURN LEFT, GOING WEST ALONG THE
 GB2333'NORTHERN SLOPE OF HILL FOR 0.1 MILE, THEN LEFT TO THE SUMMIT AND
 GB2333'THE MARK AND STANDPIPE, 30.0 METERS (100.0 FT) WEST OF STANDPIPE,
 GB2333'2.4 METERS (8.0 FT) WEST OF FENCE, IN THE WEST EDGE OF BEDROCK
 GB2333'WHICH PROJECTS ABOUT 0.15 METERS (6 IN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2334 ***********************************************************************
 GB2334  DESIGNATION -  QUARRY RM 4
 GB2334  PID         -  GB2334
 GB2334  STATE/COUNTY-  TN/PUTNAM
 GB2334  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2334
 GB2334                         *CURRENT SURVEY CONTROL
 GB2334  ___________________________________________________________________
 GB2334* NAD 83(1986)-  36 08 30.     (N)    085 29 45.     (W)     SCALED    
 GB2334* NAVD 88     -       373.06   (meters)    1223.9    (feet)  RESET     
 GB2334  ___________________________________________________________________
 GB2334  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB2334
 GB2334  VERT ORDER  -  THIRD
 GB2334
 GB2334.The horizontal coordinates were scaled from a topographic map and have
 GB2334.an estimated accuracy of +/- 6 seconds.
 GB2334
 GB2334.The orthometric height was computed from unverified reset data.
 GB2334.No vertical observational check was made to the station.
 GB2334
 GB2334.The geoid height was determined by GEOID03.
 GB2334
 GB2334;                    North         East    Units  Estimated Accuracy
 GB2334;SPC TN       -   200,750.      645,370.      MT  (+/- 180 meters Scaled)
 GB2334
 GB2334                          SUPERSEDED SURVEY CONTROL
 GB2334
 GB2334  NGVD 29 (10/12/01)  373.14   (m)         1224.2    (f) RESET       3  
 GB2334
 GB2334.Superseded values are not recommended for survey control.
 GB2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2334.See file dsdata.txt to determine how the superseded data were derived.
 GB2334
 GB2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF353007(NAD 83)
 GB2334_MARKER: DR = REFERENCE MARK DISK
 GB2334_SETTING: 80 = SET IN A BOULDER
 GB2334_STAMPING: QUARRY 1960 NO 4 1982
 GB2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2334+STABILITY: SURFACE MOTION
 GB2334
 GB2334  HISTORY     - Date     Condition        Report By
 GB2334  HISTORY     - 1982     MONUMENTED       NGS
 GB2334
 GB2334                          STATION DESCRIPTION
 GB2334
 GB2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2334'2.0 MI SOUTH FROM COOKEVILLE.
 GB2334'FROM THE COURTHOUSE IN COOKEVILLE, GO 1.45 MILES SOUTH ALONG STATE
 GB2334'HIGHWAY 42 TO A TRACK ROAD ON THE LEFT, JUST AFTER PASSING THE
 GB2334'PEOPLES STOCK YARD ON THE LEFT, TURN LEFT, FOLLOWING THE TRACK ROAD
 GB2334'EASTERLY FOR 0.4 MILE TO A NORTH-SOUTH FENCE LINE, TURN LEFT, NORTH,
 GB2334'AND GO 0.05 MILE ALONG FENCE LINE, TURN LEFT, GOING WEST ALONG THE
 GB2334'NORTHERN SLOPE OF HILL FOR 0.1 MILE, THEN LEFT TO THE SUMMIT AND
 GB2334'THE MARK AND STANDPIPE, IN THE TOP OF A 0.6 METER BY 0.9 METER
 GB2334'(2.0 BY 4.0 FT) BOULDER WHICH PROJECTS 0.15 METERS (6 IN), 6.1 METERS
 GB2334'(20.0 FT) SOUTHEAST OF A 0.8 METER (30 IN) WHITE OAK TREE, AND 5.5
 GB2334'METERS (18.0 FT) NORTH OF A 0.4 METER (16 IN) ASH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1457 ***********************************************************************
 FD1457  DESIGNATION -  QUICK
 FD1457  PID         -  FD1457
 FD1457  STATE/COUNTY-  TN/LINCOLN
 FD1457  USGS QUAD   -  LINCOLN (1982)
 FD1457
 FD1457                         *CURRENT SURVEY CONTROL
 FD1457  ___________________________________________________________________
 FD1457* NAD 83(1995)-  35 00 35.61216(N)    086 33 51.01232(W)     ADJUSTED  
 FD1457* NAVD 88     -       278.0    (meters)     912.     (feet)  VERTCON   
 FD1457  ___________________________________________________________________
 FD1457  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 FD1457  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1457
 FD1457  HORZ ORDER  -  SECOND
 FD1457
 FD1457.The horizontal coordinates were established by classical geodetic methods
 FD1457.and adjusted by the National Geodetic Survey in April 1999..
 FD1457
 FD1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1457
 FD1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1457
 FD1457.The geoid height was determined by GEOID03.
 FD1457
 FD1457;                    North         East     Units Scale Factor Converg.
 FD1457;SPC TN       -    75,214.075   548,501.801   MT  1.00005104   -0 19 49.0
 FD1457;SPC TN       -   246,764.84  1,799,542.99   sFT  1.00005104   -0 19 49.0
 FD1457;SPC AL E     -   500,372.707   133,293.325   MT  1.00001482   -0 25 09.5
 FD1457;UTM  16      - 3,874,226.851   539,765.546   MT  0.99961949   +0 15 00.2
 FD1457
 FD1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1457!SPC TN       -   0.99996077  x   1.00005104  =   1.00001181
 FD1457!SPC AL E     -   0.99996077  x   1.00001482  =   0.99997559
 FD1457!UTM  16      -   0.99996077  x   0.99961949  =   0.99958028
 FD1457
 FD1457:                Primary Azimuth Mark                     Grid Az
 FD1457:SPC TN       -  QUICK AZ MK                              027 47 50.9
 FD1457:SPC AL E     -  QUICK AZ MK                              027 53 11.4
 FD1457:UTM  16      -  QUICK AZ MK                              027 13 01.7
 FD1457
 FD1457|---------------------------------------------------------------------|
 FD1457| PID    Reference Object                     Distance      Geod. Az  |
 FD1457|                                                           dddmmss.s |
 FD1457| CG6433 QUICK AZ MK                                        0272801.9 |
 FD1457| CG6434 QUICK AZ MK RESET                                  0593117.0 |
 FD1457| CG6437 QUICK RM 3                           25.097 METERS 08104     |
 FD1457| CG6435 QUICK RM 1                           38.896 METERS 13058     |
 FD1457| CG6438 QUICK RM 4                           25.518 METERS 20528     |
 FD1457| CG6436 QUICK RM 2                           36.119 METERS 22840     |
 FD1457|---------------------------------------------------------------------|
 FD1457
 FD1457                          SUPERSEDED SURVEY CONTROL
 FD1457
 FD1457  NAD 83(1995)-  35 00 35.61270(N)    086 33 51.01211(W) AD(       ) 2
 FD1457  NAD 83(1995)-  35 00 35.61984(N)    086 33 51.01184(W) AD(       ) 2
 FD1457  NAD 83(1986)-  35 00 35.61983(N)    086 33 51.01189(W) AD(       ) 2
 FD1457  NAD 27      -  35 00 35.30600(N)    086 33 51.03100(W) AD(       ) 2
 FD1457  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 FD1457
 FD1457.Superseded values are not recommended for survey control.
 FD1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1457.See file dsdata.txt to determine how the superseded data were derived.
 FD1457
 FD1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3976674227(NAD 83)
 FD1457_MARKER: DS = TRIANGULATION STATION DISK
 FD1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1457
 FD1457  HISTORY     - Date     Condition        Report By
 FD1457  HISTORY     - 1934     MONUMENTED       CGS
 FD1457  HISTORY     - 1935     GOOD             CGS
 FD1457  HISTORY     - 1960     GOOD             CGS
 FD1457
 FD1457                          STATION DESCRIPTION
 FD1457
 FD1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1457'ABOUT 9.75 MILES A LITTLE EAST OF SOUTH OF FAYETTEVILLE, 8.75 MILES
 FD1457'WEST-SOUTHWEST OF
 FD1457'FLINTVILLE, AND 1.5 MILES NORTH OF ALABAMA STATE
 FD1457'LINE, IN CULTIVATED FIELD, ON
 FD1457'PROPERTY OF RUFUS MCCLORY (OR
 FD1457'MCCROWEY).  TO REACH FROM POINT WHERE U S ROUTE
 FD1457'241 CROSSES STATE
 FD1457'LINE BETWEEN FAYETTEVILLE AND HUNTSVILLE, ALA, FOLLOW ROUTE 241
 FD1457'NORTH 0.2 MILE,
 FD1457'TURN RIGHT (EAST) ONTO DIRT ROAD, GO 0.6 MILE, TURN LEFT AT
 FD1457'T-ROAD JUNCTION FOLLOW ROAD
 FD1457'0.8 MILE (OR 0.55 MILE PAST QUICK
 FD1457'SCHOOL), FOLLOW RIGHT FORK THROUGH WOODS,
 FD1457'CONTINUE 0.15 MILE AND TURN
 FD1457'LEFT AT TREE WITH TRIANGULAR BLAZE, AND GO 60 YARDS TO FIELD
 FD1457'AND STATION
 FD1457'SITE.  STATION IS 60 FEET FROM WOODS LINE, 68 FEET NORTHWEST
 FD1457'OF TREE WITH TRIANGULAR
 FD1457'BLAZE, AND ABOUT 225 FEET NORTHWEST FROM MAIN
 FD1457'ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 FD1457'STANDARD DISK STATION MARKS
 FD1457'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS
 FD1457'ARE
 FD1457'STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS IN WOODS, 45
 FD1457'FEET EAST OF
 FD1457'18-INCH OAK WITH TRIANGULAR BLAZE, AND 127.61 FEET FROM
 FD1457'STATION S 49 DEG 02 MIN E.
 FD1457'NO 2 IS IN WOODS, 29 FEET WEST OF
 FD1457'15-INCH OAK, AND 118.50 FEET FROM STATION
 FD1457'S 48 DEG 40 MIN W.
 FD1457'DISTANCE BETWEEN NO 1 AND NO 2 IS 185.3 FEET.  AZIMUTH MARK IS
 FD1457'ON PROPERTY OF
 FD1457'MRS. SUSANNA KING, IN NORTHWEST CORNER OF CULTIVATED
 FD1457'FIELD, ABOUT 20 FEET SOUTH OF
 FD1457'T-ROAD JUNCTION, AND APPROXIMATELY 0.4
 FD1457'MILE FROM STATION.
 FD1457
 FD1457                          STATION RECOVERY (1935)
 FD1457
 FD1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FD1457'STATION AND AZIMUTH MARKS WERE INTERVISIBLE WITH AN INSTRUMENT STAND
 FD1457'ON THE STATION
 FD1457'MARK AND A 6-FOOT OBJECT ON THE AZIMUTH MARK.  FOUR
 FD1457'SMALL TREES WERE CUT MAKING THE
 FD1457'TWO MARKS INTERVISIBLE WITH A 2-FOOT
 FD1457'TRIPOD ON THE AZIMUTH MARK.  IT WAS NOT CONSIDERED
 FD1457'NECESSARY TO
 FD1457'ESTABLISH A NEW AZIMUTH MARK.
 FD1457
 FD1457                          STATION RECOVERY (1960)
 FD1457
 FD1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1457'THE STATION MARK WAS RECOVERED IN EXCELLENT CONDITION.  REFERENCE
 FD1457'MARK NO 1 WAS SEARCHED FOR,
 FD1457'BUT WAS NOT RECOVERED, IT IS PRESUMED LOST DUE TO
 FD1457'CLEARING OF LAND FOR
 FD1457'AGRICULTURAL PURPOSES.  REFERENCE MARK NO 2 WAS
 FD1457'FOUND BUT A SHED HAS BEEN BUILT BETWEEN
 FD1457'IT AND THE STATION, IT WAS
 FD1457'IMPOSSIBLE TO CHECK DISTANCE OR DIRECTION, THEREFORE IT
 FD1457'WAS
 FD1457'DESTROYED.  REFERENCE MARKS NO 3 AND 4 WERE ESTABLISHED IN FENCE LINE
 FD1457'SOUTH OF THE
 FD1457'STATION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 FD1457'LOCATED.  IT IS PRESUMED LOST
 FD1457'DUE TO THE WIDENING OF THE ROAD, SO A
 FD1457'NEW ONE WAS ESTABLISHED.  FOLLOWING IS A NEW AND
 FD1457'COMPLETE
 FD1457'DESCRIPTION.
 FD1457'
 FD1457'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF FAYETTEVILLE AND 1
 FD1457'MILE NORTH OF THE
 FD1457'ALABAMA-TENNESSEE STATE LINE, IN PASTURE LAND, OWNED BY ALVIS
 FD1457'KING.  IT IS 243 FEET
 FD1457'NORTH OF THE CENTER OF A DIRT ROAD AND 39 FEET
 FD1457'NORTH OF A FENCE LINE.  THE MARK IS A
 FD1457'STANDARD DISK, SET IN THE TOP
 FD1457'OF A CONCRETE POST, WHICH PROJECTS 6 INCHES AND IS
 FD1457'STAMPED QUICK
 FD1457'1934.
 FD1457'
 FD1457'TO REACH THE STATION FROM THE COURT HOUSE IN FAYETTEVILLE, GO SOUTH
 FD1457'ON U S HIGHWAY 231 AND
 FD1457'431 FOR 10.6 MILES TO A SIDE ROAD LEFT, THIS IS 0.3
 FD1457'MILE NORTH OF THE
 FD1457'ALABAMA-TENNESSEE STATE LINE, TURN LEFT, EAST, AND
 FD1457'GO 0.45 MILE TO A SIDE ROAD LEFT,
 FD1457'TURN LEFT, GO NORTH AND EAST FOR
 FD1457'1.0 MILE TO A FARM DRIVE ON THE LEFT AND STATION.
 FD1457'
 FD1457'REFERENCE MARK NO 3 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FD1457'POST WHICH IS FLUSH, AND IS
 FD1457'STAMPED QUICK NO 3 1934.  IT IS 1.8 FEET WEST OF A
 FD1457'METAL WITNESS POST AND 1 FOOT NORTH
 FD1457'OF A FENCE LINE.
 FD1457'
 FD1457'REFERENCE MARK NO 4 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FD1457'POST WHICH IS FLUSH, AND IS
 FD1457'STAMPED QUICK NO 4 1934.  IT IS 1 FOOT NORTH OF A
 FD1457'FENCE LINE.  THE DISTANCE BETWEEN
 FD1457'THE REFERENCE MARKS IS 146.9 FEET.
 FD1457'
 FD1457'THE AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FD1457'POST WHICH IS FLUSH, AND IS
 FD1457'STAMPED QUICK 1934 RESET 1960.  IT IS 20.0 FEET NORTH
 FD1457'OF THE CENTER OF A DIRT ROAD, 6
 FD1457'FEET SOUTH OF A FENCE CORNER AND 1.5
 FD1457'FEET NORTH OF A METAL WITNESS POST.
 FD1457'
 FD1457'TO REACH THE AZIMUTH MARK, CONTINUE EAST ON DIRT ROAD FOR 0.1 MILE TO
 FD1457'A FORK, TAKE RIGHT FORK,
 FD1457'EAST, GO 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1485 ***********************************************************************
 FE1485  DESIGNATION -  QUINCE
 FE1485  PID         -  FE1485
 FE1485  STATE/COUNTY-  TN/SHELBY
 FE1485  USGS QUAD   -  GERMANTOWN (1997)
 FE1485
 FE1485                         *CURRENT SURVEY CONTROL
 FE1485  ___________________________________________________________________
 FE1485* NAD 83(1995)-  35 05 20.01220(N)    089 52 15.19876(W)     ADJUSTED  
 FE1485* NAVD 88     -       101.511  (meters)     333.04   (feet)  ADJUSTED  
 FE1485  ___________________________________________________________________
 FE1485  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FE1485  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1485  DYNAMIC HT  -         101.418 (meters)     332.74  (feet)  COMP
 FE1485  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FE1485
 FE1485  HORZ ORDER  -  SECOND
 FE1485  VERT ORDER  -  SECOND    CLASS 0
 FE1485
 FE1485.The horizontal coordinates were established by classical geodetic methods
 FE1485.and adjusted by the National Geodetic Survey in April 1999..
 FE1485
 FE1485.The orthometric height was determined by differential leveling
 FE1485.and adjusted by the National Geodetic Survey in June 1991..
 FE1485
 FE1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1485
 FE1485.The geoid height was determined by GEOID03.
 FE1485
 FE1485.The dynamic height is computed by dividing the NAVD 88
 FE1485.geopotential number by the normal gravity value computed on the
 FE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1485.degrees latitude (g = 980.6199 gals.).
 FE1485
 FE1485.The modeled gravity was interpolated from observed gravity values.
 FE1485
 FE1485;                    North         East     Units Scale Factor Converg.
 FE1485;SPC TN       -    90,810.334   247,096.860   MT  1.00003234   -2 15 58.2
 FE1485;SPC TN       -   297,933.57    810,683.61   sFT  1.00003234   -2 15 58.2
 FE1485;UTM  16      - 3,886,672.147   238,272.859   MT  1.00044432   -1 39 04.5
 FE1485
 FE1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1485!SPC TN       -   0.99998837  x   1.00003234  =   1.00002071
 FE1485!UTM  16      -   0.99998837  x   1.00044432  =   1.00043269
 FE1485
 FE1485:                Primary Azimuth Mark                     Grid Az
 FE1485:SPC TN       -  TS F 1                                   009 59 08.2
 FE1485:UTM  16      -  TS F 1                                   009 22 14.5
 FE1485
 FE1485|---------------------------------------------------------------------|
 FE1485| PID    Reference Object                     Distance      Geod. Az  |
 FE1485|                                                           dddmmss.s |
 FE1485| FE1484 TS F 1                              APPROX. 0.9 KM 0074310.0 |
 FE1485| FE1486 QUINCE RM 1                          39.648 METERS 01125     |
 FE1485| FE1487 QUINCE RM 2                          26.113 METERS 09948     |
 FE1485|---------------------------------------------------------------------|
 FE1485
 FE1485                          SUPERSEDED SURVEY CONTROL
 FE1485
 FE1485  NAD 83(1995)-  35 05 20.01420(N)    089 52 15.19692(W) AD(       ) 2
 FE1485  NAD 83(1995)-  35 05 20.01667(N)    089 52 15.19814(W) AD(       ) 2
 FE1485  NAD 83(1986)-  35 05 20.02227(N)    089 52 15.19892(W) AD(       ) 2
 FE1485  NAD 27      -  35 05 19.69640(N)    089 52 14.89050(W) AD(       ) 2
 FE1485  NGVD 29 (??/??/??)  101.480  (m)          332.94   (f) ADJUSTED    2 0
 FE1485
 FE1485.Superseded values are not recommended for survey control.
 FE1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1485.See file dsdata.txt to determine how the superseded data were derived.
 FE1485
 FE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3827386672(NAD 83)
 FE1485_MARKER: DE = TRAVERSE STATION DISK
 FE1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1485_STAMPING: QUINCE 1959
 FE1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1485+STABILITY: SURFACE MOTION
 FE1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1485+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1485
 FE1485  HISTORY     - Date     Condition        Report By
 FE1485  HISTORY     - 1959     MONUMENTED       CGS
 FE1485  HISTORY     - 1959     GOOD             CGS
 FE1485  HISTORY     - 20021009 GOOD             USACE
 FE1485
 FE1485                          STATION DESCRIPTION
 FE1485
 FE1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1485'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF DOWNTOWN
 FE1485'MEMPHIS, AND ABOUT 2-1/2 MILES NORTHEAST OF OAKVILLE, 125 FEET
 FE1485'SOUTH OF THE SOUTH EDGE OF A BRIDGE OVER THE EXPRESS HIGHWAY, 75 FEET
 FE1485'NORTH OF THE NORTHEAST LEG OF A TRANSMISSION LINE TOWER, 2
 FE1485'FEET EAST OF THE EAST EDGE OF A CUT IN THE EXPRESS HIGHWAY AND 3 FEET
 FE1485'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK
 FE1485'SET IN A 10-INCH SQUARE CONCRETE POST WITH UNDERGROUND MARK.  IT
 FE1485'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE1485'QUINCE 1959.
 FE1485'
 FE1485'TO REACH THE STATION FROM THE INTERSECTION OF PARK RD. AND BROOKFIELD
 FE1485'RD., GO SOUTH ON BROOKFIELD RD. FOR 0.75 MILE TO A T-INTERSECTION,
 FE1485'TURN RIGHT ON A NARROW GRAVEL ROAD AND GO WEST ALONG NARROW GRAVELED
 FE1485'ROAD FOR 0.1 MILE TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND GO
 FE1485'NORTHWEST FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 FE1485'
 FE1485'REFERENCE MARK NO. 1 IS 120 FEET EAST OF THE CENTER OF A BRIDGE, 32
 FE1485'FEET SOUTH OF THE CENTER LINE OF A BRIDGE AND 12 FEET SOUTH OF A
 FE1485'GUARD RAIL OF A BRIDGE.  IT IS A STANDARD REFERENCE MARK DISK
 FE1485'CEMENTED IN A DRILL HOLE IN THE SOUTH WINGWALL AT THE EAST END
 FE1485'OF A BRIDGE.  IS SET FLUSH WITH SURROUNDING SURFACE AND IS STAMPED
 FE1485'QUINCE NO 1 1959.
 FE1485'
 FE1485'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER ONE OF THREE
 FE1485'POWER LINE POLES AND 9 FEET NORTH OF THE WESTERN MOST GUY WIRE OF
 FE1485'POWER LINE POLE.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 FE1485'10-INCH SQUARE CONCRETE POST.  IT PROJECTS 3 INCHES ABOVE THE
 FE1485'SURFACE OF THE GROUND AND IS STAMPED QUINCE NO 2 1959.
 FE1485'
 FE1485'TS-F1 WAS USED FOR AN AZIMUTH. SEE DESCRIPTION THEREOF.
 FE1485'
 FE1485'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 FE1485
 FE1485                          STATION RECOVERY (1959)
 FE1485
 FE1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1485'IN MEMPHIS.
 FE1485'TO REACH THE STATION FROM THE INTERSECTION OF PARK RD. AND
 FE1485'BROOKFIELD RD., GO SOUTH ON BROOKFIELD RD. FOR 0.75 MILE TO A
 FE1485'T-INTERSECTION, TURN RIGHT ON A NARROW GRAVEL ROAD AND GO WEST
 FE1485'ALONG THE ROAD FOR 0.1 MILE TO A DIM TRACK ROAD RIGHT, GO
 FE1485'NORTHWEST FOR 0.05 MILE TO THE STATION.  125 FT. SOUTH OF THE
 FE1485'SOUTH EDGE OF A BRIDGE OVER THE EXPRESS HIGHWAY, 75 FT. NORTH
 FE1485'OF THE NORTHEAST LEG OF A TRANSMISSION LINE TOWER, 2 FT. EAST
 FE1485'OF THE EAST EDGE OF A CUT IN THE EXPRESS HIGHWAY, 3 FT. SOUTH
 FE1485'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 FE1485'PROJECTING 2 INCHES.  THIS STATION IS ABOUT 0.6 MILE SOUTH OF
 FE1485'TS-F1.
 FE1485
 FE1485                          STATION RECOVERY (2002)
 FE1485
 FE1485'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1486 ***********************************************************************
 FE1486  DESIGNATION -  QUINCE RM 1
 FE1486  PID         -  FE1486
 FE1486  STATE/COUNTY-  TN/SHELBY
 FE1486  USGS QUAD   -  GERMANTOWN (1997)
 FE1486
 FE1486                         *CURRENT SURVEY CONTROL
 FE1486  ___________________________________________________________________
 FE1486* NAD 83(1986)-  35 05 19.     (N)    089 52 14.     (W)     SCALED    
 FE1486* NAVD 88     -        99.851  (meters)     327.59   (feet)  ADJUSTED  
 FE1486  ___________________________________________________________________
 FE1486  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1486  DYNAMIC HT  -          99.758 (meters)     327.29  (feet)  COMP
 FE1486  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FE1486
 FE1486  VERT ORDER  -  SECOND    CLASS 0
 FE1486
 FE1486.The horizontal coordinates were scaled from a topographic map and have
 FE1486.an estimated accuracy of +/- 6 seconds.
 FE1486
 FE1486.The orthometric height was determined by differential leveling
 FE1486.and adjusted by the National Geodetic Survey in June 1991..
 FE1486
 FE1486.The geoid height was determined by GEOID03.
 FE1486
 FE1486.The dynamic height is computed by dividing the NAVD 88
 FE1486.geopotential number by the normal gravity value computed on the
 FE1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1486.degrees latitude (g = 980.6199 gals.).
 FE1486
 FE1486.The modeled gravity was interpolated from observed gravity values.
 FE1486
 FE1486;                    North         East    Units  Estimated Accuracy
 FE1486;SPC TN       -    90,780.      247,130.      MT  (+/- 180 meters Scaled)
 FE1486
 FE1486                          SUPERSEDED SURVEY CONTROL
 FE1486
 FE1486  NGVD 29 (??/??/??)   99.820  (m)          327.49   (f) ADJUSTED    2 0
 FE1486
 FE1486.Superseded values are not recommended for survey control.
 FE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1486.See file dsdata.txt to determine how the superseded data were derived.
 FE1486
 FE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD383866(NAD 83)
 FE1486_MARKER: DR = REFERENCE MARK DISK
 FE1486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1486_SP_SET: BRIDGE
 FE1486_STAMPING: QUINCE NO 1 1959
 FE1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1486
 FE1486  HISTORY     - Date     Condition        Report By
 FE1486  HISTORY     - 1959     MONUMENTED       CGS
 FE1486  HISTORY     - 1959     GOOD             CGS
 FE1486
 FE1486                          STATION DESCRIPTION
 FE1486
 FE1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1486'IN MEMPHIS.
 FE1486'THIS MARK IS LOCATED AT THE STATION SITE, 120 FT. EAST OF THE
 FE1486'CENTER OF A BRIDGE, 32 FT. SOUTH OF THE CENTER LINE OF A BRIDGE
 FE1486'AND 12 FT. SOUTH OF A GUARD RAIL, A DISK SET IN THE SOUTH
 FE1486'WINGWALL AT THE EAST END OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1487 ***********************************************************************
 FE1487  DESIGNATION -  QUINCE RM 2
 FE1487  PID         -  FE1487
 FE1487  STATE/COUNTY-  TN/SHELBY
 FE1487  USGS QUAD   -  GERMANTOWN (1997)
 FE1487
 FE1487                         *CURRENT SURVEY CONTROL
 FE1487  ___________________________________________________________________
 FE1487* NAD 83(1986)-  35 05 19.     (N)    089 52 14.     (W)     SCALED    
 FE1487* NAVD 88     -       101.604  (meters)     333.35   (feet)  ADJUSTED  
 FE1487  ___________________________________________________________________
 FE1487  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1487  DYNAMIC HT  -         101.510 (meters)     333.04  (feet)  COMP
 FE1487  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FE1487
 FE1487  VERT ORDER  -  SECOND    CLASS 0
 FE1487
 FE1487.The horizontal coordinates were scaled from a topographic map and have
 FE1487.an estimated accuracy of +/- 6 seconds.
 FE1487
 FE1487.The orthometric height was determined by differential leveling
 FE1487.and adjusted by the National Geodetic Survey in June 1991..
 FE1487
 FE1487.The geoid height was determined by GEOID03.
 FE1487
 FE1487.The dynamic height is computed by dividing the NAVD 88
 FE1487.geopotential number by the normal gravity value computed on the
 FE1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1487.degrees latitude (g = 980.6199 gals.).
 FE1487
 FE1487.The modeled gravity was interpolated from observed gravity values.
 FE1487
 FE1487;                    North         East    Units  Estimated Accuracy
 FE1487;SPC TN       -    90,780.      247,130.      MT  (+/- 180 meters Scaled)
 FE1487
 FE1487                          SUPERSEDED SURVEY CONTROL
 FE1487
 FE1487  NGVD 29 (??/??/??)  101.573  (m)          333.24   (f) ADJUSTED    2 0
 FE1487
 FE1487.Superseded values are not recommended for survey control.
 FE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1487.See file dsdata.txt to determine how the superseded data were derived.
 FE1487
 FE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD383866(NAD 83)
 FE1487_MARKER: DR = REFERENCE MARK DISK
 FE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1487_STAMPING: QUINCE NO 2 1959
 FE1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1487+STABILITY: SURFACE MOTION
 FE1487
 FE1487  HISTORY     - Date     Condition        Report By
 FE1487  HISTORY     - 1959     MONUMENTED       CGS
 FE1487  HISTORY     - 1959     GOOD             CGS
 FE1487
 FE1487                          STATION DESCRIPTION
 FE1487
 FE1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1487'IN MEMPHIS.
 FE1487'THIS MARK IS LOCATED AT THE STATION SITE, 32 FT. SOUTH OF THE
 FE1487'CENTER ONE OF THREE POWER LINE POLES, 9 FT. NORTH OF THE WESTERN
 FE1487'MOST GUY WIRE OF POWER LINE POLE, 85.7 FT. EAST OF THE STATION
 FE1487'MARK, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1765 ***********************************************************************
 FB1765  DESIGNATION -  R 10
 FB1765  PID         -  FB1765
 FB1765  STATE/COUNTY-  TN/BLOUNT
 FB1765  USGS QUAD   -  MARYVILLE (1979)
 FB1765
 FB1765                         *CURRENT SURVEY CONTROL
 FB1765  ___________________________________________________________________
 FB1765* NAD 83(1986)-  35 47 39.     (N)    083 57 52.     (W)     SCALED    
 FB1765* NAVD 88     -       254.683  (meters)     835.57   (feet)  ADJUSTED  
 FB1765  ___________________________________________________________________
 FB1765  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1765  DYNAMIC HT  -         254.443 (meters)     834.79  (feet)  COMP
 FB1765  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FB1765
 FB1765  VERT ORDER  -  FIRST     CLASS II
 FB1765
 FB1765.The horizontal coordinates were scaled from a topographic map and have
 FB1765.an estimated accuracy of +/- 6 seconds.
 FB1765
 FB1765.The orthometric height was determined by differential leveling
 FB1765.and adjusted by the National Geodetic Survey in June 1991..
 FB1765
 FB1765.The geoid height was determined by GEOID03.
 FB1765
 FB1765.The dynamic height is computed by dividing the NAVD 88
 FB1765.geopotential number by the normal gravity value computed on the
 FB1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1765.degrees latitude (g = 980.6199 gals.).
 FB1765
 FB1765.The modeled gravity was interpolated from observed gravity values.
 FB1765
 FB1765;                    North         East    Units  Estimated Accuracy
 FB1765;SPC TN       -   163,990.      783,990.      MT  (+/- 180 meters Scaled)
 FB1765
 FB1765                          SUPERSEDED SURVEY CONTROL
 FB1765
 FB1765  NGVD 29 (??/??/92)  254.811  (m)          835.99   (f) ADJ UNCH    1 2
 FB1765
 FB1765.Superseded values are not recommended for survey control.
 FB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1765.See file dsdata.txt to determine how the superseded data were derived.
 FB1765
 FB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320651(NAD 83)
 FB1765_MARKER: DB = BENCH MARK DISK
 FB1765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1765_SP_SET: BRIDGE
 FB1765_STAMPING: R 10
 FB1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1765
 FB1765  HISTORY     - Date     Condition        Report By
 FB1765  HISTORY     - UNK      MONUMENTED       CGS
 FB1765  HISTORY     - 1932     GOOD             NGS
 FB1765
 FB1765                          STATION DESCRIPTION
 FB1765
 FB1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FB1765'0.2 MI S FROM DUNCAN.
 FB1765'ON TOP OF NORTH STONE ABUTMENT OF RAILROAD BRIDGE NO. A-14.
 FB1765'TWO FEET EAST OF MOST EASTERLY RAIL AND THREE AND ONE HALF FEET
 FB1765'BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1766 ***********************************************************************
 FB1766  DESIGNATION -  R 10 RESET
 FB1766  PID         -  FB1766
 FB1766  STATE/COUNTY-  TN/BLOUNT
 FB1766  USGS QUAD   -  MARYVILLE (1979)
 FB1766
 FB1766                         *CURRENT SURVEY CONTROL
 FB1766  ___________________________________________________________________
 FB1766* NAD 83(1986)-  35 47 39.     (N)    083 57 52.     (W)     SCALED    
 FB1766* NAVD 88     -       256.22   (+/-2cm)     840.6    (feet)  VERTCON   
 FB1766  ___________________________________________________________________
 FB1766  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1766
 FB1766  VERT ORDER  -  THIRD (See Below)
 FB1766
 FB1766.The horizontal coordinates were scaled from a topographic map and have
 FB1766.an estimated accuracy of +/- 6 seconds.
 FB1766
 FB1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1766.The vertical order pertains to the NGVD 29 superseded value.
 FB1766
 FB1766.The geoid height was determined by GEOID03.
 FB1766
 FB1766;                    North         East    Units  Estimated Accuracy
 FB1766;SPC TN       -   163,990.      783,990.      MT  (+/- 180 meters Scaled)
 FB1766
 FB1766                          SUPERSEDED SURVEY CONTROL
 FB1766
 FB1766  NGVD 29 (??/??/??)  256.35   (m)          841.0    (f) RESET       3  
 FB1766
 FB1766.Superseded values are not recommended for survey control.
 FB1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1766.See file dsdata.txt to determine how the superseded data were derived.
 FB1766
 FB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320651(NAD 83)
 FB1766_MARKER: DD = SURVEY DISK
 FB1766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1766_SP_SET: BRIDGE
 FB1766_STAMPING: R 10 RESET 1955
 FB1766_MARK LOGO: CGS   
 FB1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1766
 FB1766  HISTORY     - Date     Condition        Report By
 FB1766  HISTORY     - 1955     MONUMENTED       SOURR
 FB1766  HISTORY     - 1955     GOOD             NGS
 FB1766  HISTORY     - 1963     GOOD             NGS
 FB1766  HISTORY     - 1983     GOOD             NGS
 FB1766
 FB1766                          STATION DESCRIPTION
 FB1766
 FB1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1766'0.2 MI S FROM DUNCAN.
 FB1766'0.2 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM DUNCAN, AT BRIDGE
 FB1766'A 14 A OVER PISTOL CREEK, IN THE TOP OF THE NORTHEAST WING WALL,
 FB1766'AND 9 FEET EAST OF THE EAST RAIL.
 FB1766
 FB1766                          STATION RECOVERY (1963)
 FB1766
 FB1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FB1766'RECOVERED IN GOOD CONDITION.
 FB1766
 FB1766                          STATION RECOVERY (1983)
 FB1766
 FB1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0960 ***********************************************************************
 GA0960  DESIGNATION -  R 100
 GA0960  PID         -  GA0960
 GA0960  STATE/COUNTY-  TN/WASHINGTON
 GA0960  USGS QUAD   -  LEESBURG (1971)
 GA0960
 GA0960                         *CURRENT SURVEY CONTROL
 GA0960  ___________________________________________________________________
 GA0960* NAD 83(1986)-  36 21 01.     (N)    082 32 26.     (W)     SCALED    
 GA0960* NAVD 88     -       487.810  (meters)    1600.42   (feet)  ADJUSTED  
 GA0960  ___________________________________________________________________
 GA0960  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0960  DYNAMIC HT  -         487.349 (meters)    1598.91  (feet)  COMP
 GA0960  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 GA0960
 GA0960  VERT ORDER  -  SECOND    CLASS 0
 GA0960
 GA0960.The horizontal coordinates were scaled from a topographic map and have
 GA0960.an estimated accuracy of +/- 6 seconds.
 GA0960
 GA0960.The orthometric height was determined by differential leveling
 GA0960.and adjusted by the National Geodetic Survey in June 1991..
 GA0960
 GA0960.The geoid height was determined by GEOID03.
 GA0960
 GA0960.The dynamic height is computed by dividing the NAVD 88
 GA0960.geopotential number by the normal gravity value computed on the
 GA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0960.degrees latitude (g = 980.6199 gals.).
 GA0960
 GA0960.The modeled gravity was interpolated from observed gravity values.
 GA0960
 GA0960;                    North         East    Units  Estimated Accuracy
 GA0960;SPC TN       -   229,270.      910,460.      MT  (+/- 180 meters Scaled)
 GA0960
 GA0960                          SUPERSEDED SURVEY CONTROL
 GA0960
 GA0960  NGVD 29 (??/??/92)  487.950  (m)         1600.88   (f) ADJ UNCH    2 0
 GA0960
 GA0960.Superseded values are not recommended for survey control.
 GA0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0960.See file dsdata.txt to determine how the superseded data were derived.
 GA0960
 GA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA617239(NAD 83)
 GA0960_MARKER: DB = BENCH MARK DISK
 GA0960_SETTING: 66 = SET IN ROCK OUTCROP
 GA0960_SP_SET: ROCK OUTCROP
 GA0960_STAMPING: R 100 1935
 GA0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0960+STABILITY: POSITION/ELEVATION WELL
 GA0960
 GA0960  HISTORY     - Date     Condition        Report By
 GA0960  HISTORY     - 1935     MONUMENTED       CGS
 GA0960
 GA0960                          STATION DESCRIPTION
 GA0960
 GA0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0960'11.2 MI NE FROM LIMESTONE.
 GA0960'11.2 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0960'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, 70 YARDS SOUTHWEST
 GA0960'OF THE REV. I.G. CROWDER RESIDENCE, 66 FEET NORTHWEST OF THE
 GA0960'CENTERLINE OF THE HIGHWAY, 50 FEET NORTH WEST OF POLE 73, IN THE
 GA0960'TOP OF A ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 GA0960'A STANDARD DISK, STAMPED R 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0191 ***********************************************************************
 GA0191  DESIGNATION -  R 102
 GA0191  PID         -  GA0191
 GA0191  STATE/COUNTY-  TN/SULLIVAN
 GA0191  USGS QUAD   -  BRISTOL (1991)
 GA0191
 GA0191                         *CURRENT SURVEY CONTROL
 GA0191  ___________________________________________________________________
 GA0191* NAD 83(1986)-  36 30 45.     (N)    082 08 27.     (W)     SCALED    
 GA0191* NAVD 88     -       452.560  (meters)    1484.77   (feet)  ADJUSTED  
 GA0191  ___________________________________________________________________
 GA0191  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0191  DYNAMIC HT  -         452.143 (meters)    1483.41  (feet)  COMP
 GA0191  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 GA0191
 GA0191  VERT ORDER  -  SECOND    CLASS 0
 GA0191
 GA0191.The horizontal coordinates were scaled from a topographic map and have
 GA0191.an estimated accuracy of +/- 6 seconds.
 GA0191
 GA0191.The orthometric height was determined by differential leveling
 GA0191.and adjusted by the National Geodetic Survey in June 1991..
 GA0191
 GA0191.The geoid height was determined by GEOID03.
 GA0191
 GA0191.The dynamic height is computed by dividing the NAVD 88
 GA0191.geopotential number by the normal gravity value computed on the
 GA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0191.degrees latitude (g = 980.6199 gals.).
 GA0191
 GA0191.The modeled gravity was interpolated from observed gravity values.
 GA0191
 GA0191;                    North         East    Units  Estimated Accuracy
 GA0191;SPC TN       -   248,600.      945,610.      MT  (+/- 180 meters Scaled)
 GA0191
 GA0191                          SUPERSEDED SURVEY CONTROL
 GA0191
 GA0191  NGVD 29 (??/??/92)  452.689  (m)         1485.20   (f) ADJ UNCH    2 0
 GA0191
 GA0191.Superseded values are not recommended for survey control.
 GA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0191.See file dsdata.txt to determine how the superseded data were derived.
 GA0191
 GA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA978414(NAD 83)
 GA0191_MARKER: DB = BENCH MARK DISK
 GA0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0191_STAMPING: R 102 1935
 GA0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0191+STABILITY: SURFACE MOTION
 GA0191
 GA0191  HISTORY     - Date     Condition        Report By
 GA0191  HISTORY     - 1935     MONUMENTED       CGS
 GA0191  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0191  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0191
 GA0191                          STATION DESCRIPTION
 GA0191
 GA0191'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0191'0.9 MI SW FROM BEIDLEMAN MILL.
 GA0191'0.9 MILE SOUTHWEST ALONG THE CEDAR GROVE ROAD FROM THE GENERAL
 GA0191'STORE AT BEIDLEMAN MILL, SULLIVAN COUNTY, 35 YARDS SOUTH OF THE
 GA0191'SOUTH END OF THE BRIDGE OVER SOUTH FORK HOLSTON RIVER, AT THE
 GA0191'CENTRAL HOLSTON CHRISTIAN CHURCH, IN THE CHURCH-YARD, 8 YARDS
 GA0191'WEST OF THE EAST DRIVEWAY TO THE CHURCH 3 YARDS SOUTHEAST OF THE
 GA0191'FRONT STEPS, 2.3 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GA0191'BUILDING.  A STANDARD DISK, STAMPED R 102 1935 AND SET IN THE
 GA0191'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GA0191
 GA0191                          STATION RECOVERY (1959)
 GA0191
 GA0191'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 GA0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0963 ***********************************************************************
 FZ0963  DESIGNATION -  R 103
 FZ0963  PID         -  FZ0963
 FZ0963  STATE/COUNTY-  TN/JOHNSON
 FZ0963  USGS QUAD   -  DOE (1969)
 FZ0963
 FZ0963                         *CURRENT SURVEY CONTROL
 FZ0963  ___________________________________________________________________
 FZ0963* NAD 83(1986)-  36 28 07.     (N)    081 56 25.     (W)     SCALED    
 FZ0963* NAVD 88     -      1086.738  (meters)    3565.41   (feet)  ADJUSTED  
 FZ0963  ___________________________________________________________________
 FZ0963  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0963  DYNAMIC HT  -        1085.678 (meters)    3561.93  (feet)  COMP
 FZ0963  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 FZ0963
 FZ0963  VERT ORDER  -  SECOND    CLASS 0
 FZ0963
 FZ0963.The horizontal coordinates were scaled from a topographic map and have
 FZ0963.an estimated accuracy of +/- 6 seconds.
 FZ0963
 FZ0963.The orthometric height was determined by differential leveling
 FZ0963.and adjusted by the National Geodetic Survey in June 1991..
 FZ0963
 FZ0963.The geoid height was determined by GEOID03.
 FZ0963
 FZ0963.The dynamic height is computed by dividing the NAVD 88
 FZ0963.geopotential number by the normal gravity value computed on the
 FZ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0963.degrees latitude (g = 980.6199 gals.).
 FZ0963
 FZ0963.The modeled gravity was interpolated from observed gravity values.
 FZ0963
 FZ0963;                    North         East    Units  Estimated Accuracy
 FZ0963;SPC TN       -   244,460.      963,760.      MT  (+/- 180 meters Scaled)
 FZ0963
 FZ0963                          SUPERSEDED SURVEY CONTROL
 FZ0963
 FZ0963  NGVD 29 (??/??/92) 1086.840  (m)         3565.74   (f) ADJ UNCH    2 0
 FZ0963
 FZ0963.Superseded values are not recommended for survey control.
 FZ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0963.See file dsdata.txt to determine how the superseded data were derived.
 FZ0963
 FZ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA157363(NAD 83)
 FZ0963_MARKER: DB = BENCH MARK DISK
 FZ0963_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0963_SP_SET: ROCK OUTCROP
 FZ0963_STAMPING: R 103 1935
 FZ0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0963+STABILITY: POSITION/ELEVATION WELL
 FZ0963
 FZ0963  HISTORY     - Date     Condition        Report By
 FZ0963  HISTORY     - 1935     MONUMENTED       CGS
 FZ0963
 FZ0963                          STATION DESCRIPTION
 FZ0963
 FZ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0963'3.5 MI SW FROM SHADY VALLEY.
 FZ0963'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ0963'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, THENCE
 FZ0963'1.7 MILES SOUTHEAST ALONG THE DOE VALLEY-HOLSTON MOUNTAIN ROAD,
 FZ0963'32-1/2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.4 FEET
 FZ0963'SOUTHWEST OF AN 18-INCH OAK TREE, 6.4 FEET SOUTHEAST OF A 10-INCH
 FZ0963'OAK TREE, IN THE TOP OF A LIMESTONE OUTCROP, AND LEVEL WITH THE
 FZ0963'ROAD.  A STANDARD DISK, STAMPED R 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0962 ***********************************************************************
 FZ0962  DESIGNATION -  R 103 X
 FZ0962  PID         -  FZ0962
 FZ0962  STATE/COUNTY-  TN/JOHNSON
 FZ0962  USGS QUAD   -  DOE (1969)
 FZ0962
 FZ0962                         *CURRENT SURVEY CONTROL
 FZ0962  ___________________________________________________________________
 FZ0962* NAD 83(1986)-  36 28 32.     (N)    081 57 18.     (W)     SCALED    
 FZ0962* NAVD 88     -      1095.276  (meters)    3593.42   (feet)  ADJUSTED  
 FZ0962  ___________________________________________________________________
 FZ0962  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0962  DYNAMIC HT  -        1094.212 (meters)    3589.93  (feet)  COMP
 FZ0962  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 FZ0962
 FZ0962  VERT ORDER  -  SECOND    CLASS 0
 FZ0962
 FZ0962.The horizontal coordinates were scaled from a topographic map and have
 FZ0962.an estimated accuracy of +/- 6 seconds.
 FZ0962
 FZ0962.The orthometric height was determined by differential leveling
 FZ0962.and adjusted by the National Geodetic Survey in June 1991..
 FZ0962
 FZ0962.The geoid height was determined by GEOID03.
 FZ0962
 FZ0962.The dynamic height is computed by dividing the NAVD 88
 FZ0962.geopotential number by the normal gravity value computed on the
 FZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0962.degrees latitude (g = 980.6199 gals.).
 FZ0962
 FZ0962.The modeled gravity was interpolated from observed gravity values.
 FZ0962
 FZ0962;                    North         East    Units  Estimated Accuracy
 FZ0962;SPC TN       -   245,170.      962,410.      MT  (+/- 180 meters Scaled)
 FZ0962
 FZ0962                          SUPERSEDED SURVEY CONTROL
 FZ0962
 FZ0962  NGVD 29 (??/??/92) 1095.381  (m)         3593.76   (f) ADJ UNCH    2 0
 FZ0962
 FZ0962.Superseded values are not recommended for survey control.
 FZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0962.See file dsdata.txt to determine how the superseded data were derived.
 FZ0962
 FZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA144371(NAD 83)
 FZ0962_MARKER: DB = BENCH MARK DISK
 FZ0962_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0962_SP_SET: ROCK OUTCROP
 FZ0962_STAMPING: R 103 X 1935
 FZ0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0962+STABILITY: POSITION/ELEVATION WELL
 FZ0962
 FZ0962  HISTORY     - Date     Condition        Report By
 FZ0962  HISTORY     - 1935     MONUMENTED       CGS
 FZ0962
 FZ0962                          STATION DESCRIPTION
 FZ0962
 FZ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0962'3.5 MI SW FROM SHADY VALLEY.
 FZ0962'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ0962'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, THENCE 0.5
 FZ0962'MILE SOUTHEAST ALONG THE DOE VALLEY-HOLSTON MOUNTAIN ROAD, AT
 FZ0962'THE S.A. HODGE RESIDENCE, 90 YARDS SOUTHEAST OF THE HOUSE, 45
 FZ0962'YARDS SOUTH OF A LOG CRIB, IN A FIELD, 84 FEET SOUTH OF THE
 FZ0962'CENTERLINE OF THE ROAD, 10.5 FEET SOUTH OF AN 11-INCH MAPLE TREE,
 FZ0962'IN THE TOP OF A LIMESTONE OUTCROP, AND 4-1/2 FEET HIGHER THAN
 FZ0962'THE ROAD.  A STANDARD DISK, STAMPED R 103 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1055 ***********************************************************************
 FZ1055  DESIGNATION -  R 104
 FZ1055  PID         -  FZ1055
 FZ1055  STATE/COUNTY-  TN/JOHNSON
 FZ1055  USGS QUAD   -  SHERWOOD (1994)
 FZ1055
 FZ1055                         *CURRENT SURVEY CONTROL
 FZ1055  ___________________________________________________________________
 FZ1055* NAD 83(1986)-  36 21 23.     (N)    081 46 58.     (W)     SCALED    
 FZ1055* NAVD 88     -      1029.335  (meters)    3377.08   (feet)  ADJUSTED  
 FZ1055  ___________________________________________________________________
 FZ1055  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1055  DYNAMIC HT  -        1028.280 (meters)    3373.62  (feet)  COMP
 FZ1055  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 FZ1055
 FZ1055  VERT ORDER  -  SECOND    CLASS 0
 FZ1055
 FZ1055.The horizontal coordinates were scaled from a topographic map and have
 FZ1055.an estimated accuracy of +/- 6 seconds.
 FZ1055
 FZ1055.The orthometric height was determined by differential leveling
 FZ1055.and adjusted by the National Geodetic Survey in June 1991..
 FZ1055
 FZ1055.The geoid height was determined by GEOID03.
 FZ1055
 FZ1055.The dynamic height is computed by dividing the NAVD 88
 FZ1055.geopotential number by the normal gravity value computed on the
 FZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1055.degrees latitude (g = 980.6199 gals.).
 FZ1055
 FZ1055.The modeled gravity was interpolated from observed gravity values.
 FZ1055
 FZ1055;                    North         East    Units  Estimated Accuracy
 FZ1055;SPC TN       -   232,610.      978,400.      MT  (+/- 180 meters Scaled)
 FZ1055
 FZ1055                          SUPERSEDED SURVEY CONTROL
 FZ1055
 FZ1055  NGVD 29 (??/??/92) 1029.426  (m)         3377.38   (f) ADJ UNCH    2 0
 FZ1055
 FZ1055.Superseded values are not recommended for survey control.
 FZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1055.See file dsdata.txt to determine how the superseded data were derived.
 FZ1055
 FZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA297237(NAD 83)
 FZ1055_MARKER: DB = BENCH MARK DISK
 FZ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1055_STAMPING: R 104 1935
 FZ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1055+STABILITY: SURFACE MOTION
 FZ1055
 FZ1055  HISTORY     - Date     Condition        Report By
 FZ1055  HISTORY     - 1935     MONUMENTED       CGS
 FZ1055  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1055
 FZ1055                          STATION DESCRIPTION
 FZ1055
 FZ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1055'0.4 MI S FROM KEY STATION.
 FZ1055'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1055'COUNTY, THENCE 2.1 MILES SOUTHWEST ALONG THE BULLDOG CREEK ROAD,
 FZ1055'0.1 MILE NORTH OF A DIRT-ROAD JUNCTION, ON THE LULA DUNN PROPERTY,
 FZ1055'150 FEET NORTHWEST OF AN OLD TWO-STORY FARMHOUSE WITH FOUR GABLES,
 FZ1055'100 FEET SOUTH ACROSS THE ROAD FROM A ONE-STORY STORE BUILDING, ON
 FZ1055'THE SOUTHEAST SIDE OF THE ROAD, 83.4 FEET SOUTHWEST OF THE
 FZ1055'SOUTHWEST CORNER OF AN OLD BARN, 20 FEET SOUTH OF A GATE, IN THE
 FZ1055'NORTHWEST-AND-SOUTHEAST FENCE LINE, AND AT THE NORTH FENCE
 FZ1055'CORNER.  A STANDARD DISK, STAMPED R 104 1935 AND SET IN THE TOP OF
 FZ1055'A CONCRETE POST.
 FZ1055
 FZ1055                          STATION RECOVERY (2003)
 FZ1055
 FZ1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1055'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIPTION POOR. NO DESCRIBED
 FZ1055'BUILDINGS EXIST AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1051 ***********************************************************************
 FZ1051  DESIGNATION -  R 104 X
 FZ1051  PID         -  FZ1051
 FZ1051  STATE/COUNTY-  TN/JOHNSON
 FZ1051  USGS QUAD   -  SHERWOOD (1994)
 FZ1051
 FZ1051                         *CURRENT SURVEY CONTROL
 FZ1051  ___________________________________________________________________
 FZ1051* NAD 83(1986)-  36 21 07.     (N)    081 47 27.     (W)     SCALED    
 FZ1051* NAVD 88     -      1139.222  (meters)    3737.60   (feet)  ADJUSTED  
 FZ1051  ___________________________________________________________________
 FZ1051  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1051  DYNAMIC HT  -        1138.063 (meters)    3733.80  (feet)  COMP
 FZ1051  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 FZ1051
 FZ1051  VERT ORDER  -  SECOND    CLASS 0
 FZ1051
 FZ1051.The horizontal coordinates were scaled from a topographic map and have
 FZ1051.an estimated accuracy of +/- 6 seconds.
 FZ1051
 FZ1051.The orthometric height was determined by differential leveling
 FZ1051.and adjusted by the National Geodetic Survey in June 1991..
 FZ1051
 FZ1051.The geoid height was determined by GEOID03.
 FZ1051
 FZ1051.The dynamic height is computed by dividing the NAVD 88
 FZ1051.geopotential number by the normal gravity value computed on the
 FZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1051.degrees latitude (g = 980.6199 gals.).
 FZ1051
 FZ1051.The modeled gravity was interpolated from observed gravity values.
 FZ1051
 FZ1051;                    North         East    Units  Estimated Accuracy
 FZ1051;SPC TN       -   232,090.      977,700.      MT  (+/- 180 meters Scaled)
 FZ1051
 FZ1051                          SUPERSEDED SURVEY CONTROL
 FZ1051
 FZ1051  NGVD 29 (??/??/92) 1139.353  (m)         3738.03   (f) ADJ UNCH    2 0
 FZ1051
 FZ1051.Superseded values are not recommended for survey control.
 FZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1051.See file dsdata.txt to determine how the superseded data were derived.
 FZ1051
 FZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA290232(NAD 83)
 FZ1051_MARKER: DB = BENCH MARK DISK
 FZ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1051_STAMPING: R 104 X 1935
 FZ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1051+STABILITY: SURFACE MOTION
 FZ1051
 FZ1051  HISTORY     - Date     Condition        Report By
 FZ1051  HISTORY     - 1935     MONUMENTED       CGS
 FZ1051  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1051
 FZ1051                          STATION DESCRIPTION
 FZ1051
 FZ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1051'0.4 MI S FROM KEY STATION.
 FZ1051'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1051'COUNTY, TENNESSEE, THENCE 3.0 MILES SOUTHWEST ALONG THE BULLDOG
 FZ1051'CREEK ROAD, 2.9 MILES NORTHEAST OF REESE, NORTH CAROLINA, 60
 FZ1051'FEET EAST OF THE TENNESSEE-NORTH CAROLINA STATE LINE, ON THE
 FZ1051'NORTHWEST SIDE OF THE ROAD, ON THE A.L. SHOUNDS PROPERTY, 100
 FZ1051'FEET NORTHWEST OF A LARGE BARN, 75 FEET NORTHEAST OF A STORE
 FZ1051'BUILDING, 50 FEET SOUTHEAST OF A TWO-STORY FARMHOUSE, 50 FEET
 FZ1051'NORTHWEST OF A SMALL CHICKENHOUSE NEAR A 26-INCH FORKED CHERRY
 FZ1051'TREE, 25 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A WOOD SHED,
 FZ1051'IN THE FRONT YARD OF THE FARMHOUSE, AND NEAR THE FRONT FENCE.
 FZ1051'A STANDARD DISK, STAMPED R 104 X 1935 AND SET IN THE TOP OF A
 FZ1051'CONCRETE POST.
 FZ1051
 FZ1051                          STATION RECOVERY (2003)
 FZ1051
 FZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1051'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESRIBED BUILDINGS ARE GONE,
 FZ1051'AREA IS NOW A CULTIVATED TREE FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0804 ***********************************************************************
 GA0804  DESIGNATION -  R 105
 GA0804  PID         -  GA0804
 GA0804  STATE/COUNTY-  TN/SULLIVAN
 GA0804  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0804
 GA0804                         *CURRENT SURVEY CONTROL
 GA0804  ___________________________________________________________________
 GA0804* NAD 83(1986)-  36 25 51.     (N)    082 33 12.     (W)     SCALED    
 GA0804* NAVD 88     -       470.372  (meters)    1543.21   (feet)  ADJUSTED  
 GA0804  ___________________________________________________________________
 GA0804  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0804  DYNAMIC HT  -         469.934 (meters)    1541.78  (feet)  COMP
 GA0804  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 GA0804
 GA0804  VERT ORDER  -  SECOND    CLASS 0
 GA0804
 GA0804.The horizontal coordinates were scaled from a topographic map and have
 GA0804.an estimated accuracy of +/- 6 seconds.
 GA0804
 GA0804.The orthometric height was determined by differential leveling
 GA0804.and adjusted by the National Geodetic Survey in June 1991..
 GA0804
 GA0804.The geoid height was determined by GEOID03.
 GA0804
 GA0804.The dynamic height is computed by dividing the NAVD 88
 GA0804.geopotential number by the normal gravity value computed on the
 GA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0804.degrees latitude (g = 980.6199 gals.).
 GA0804
 GA0804.The modeled gravity was interpolated from observed gravity values.
 GA0804
 GA0804;                    North         East    Units  Estimated Accuracy
 GA0804;SPC TN       -   238,160.      909,000.      MT  (+/- 180 meters Scaled)
 GA0804
 GA0804                          SUPERSEDED SURVEY CONTROL
 GA0804
 GA0804  NGVD 29 (??/??/92)  470.523  (m)         1543.71   (f) ADJ UNCH    2 0
 GA0804
 GA0804.Superseded values are not recommended for survey control.
 GA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0804.See file dsdata.txt to determine how the superseded data were derived.
 GA0804
 GA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA607328(NAD 83)
 GA0804_MARKER: DB = BENCH MARK DISK
 GA0804_SETTING: 66 = SET IN ROCK OUTCROP
 GA0804_SP_SET: ROCK OUTCROP
 GA0804_STAMPING: R 105 1935
 GA0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0804+STABILITY: POSITION/ELEVATION WELL
 GA0804
 GA0804  HISTORY     - Date     Condition        Report By
 GA0804  HISTORY     - 1935     MONUMENTED       CGS
 GA0804
 GA0804                          STATION DESCRIPTION
 GA0804
 GA0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0804'4 MI SW FROM FORDTOWN.
 GA0804'4.0 MILES SOUTHWEST ALONG THE GREENEVILLE ROAD FROM THE CLINCHFIELD,
 GA0804'CAROLINA AND OHIO RAILWAY STATION AT FORDTOWN, SULLIVAN COUNTY,
 GA0804'24 YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 GA0804'DOUBLE SPRING ROAD, 14 YARDS SOUTHWEST OF THE CENTERLINE OF THE
 GA0804'DOUBLE SPRING ROAD, 10 YARDS NORTHWEST OF THE CENTER OF THE LADIES
 GA0804'GARAGE, 6 YARDS NORTHEAST OF THE SOUTHEAST CORNER OF THE LADIES
 GA0804'STORE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 GA0804'R 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0870 ***********************************************************************
 GA0870  DESIGNATION -  R 106
 GA0870  PID         -  GA0870
 GA0870  STATE/COUNTY-  TN/GREENE
 GA0870  USGS QUAD   -  MOSHEIM (1971)
 GA0870
 GA0870                         *CURRENT SURVEY CONTROL
 GA0870  ___________________________________________________________________
 GA0870* NAD 83(1986)-  36 13 03.     (N)    082 58 05.     (W)     SCALED    
 GA0870* NAVD 88     -       337.826  (meters)    1108.35   (feet)  ADJUSTED  
 GA0870  ___________________________________________________________________
 GA0870  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0870  DYNAMIC HT  -         337.511 (meters)    1107.32  (feet)  COMP
 GA0870  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 GA0870
 GA0870  VERT ORDER  -  SECOND    CLASS 0
 GA0870
 GA0870.The horizontal coordinates were scaled from a topographic map and have
 GA0870.an estimated accuracy of +/- 6 seconds.
 GA0870
 GA0870.The orthometric height was determined by differential leveling
 GA0870.and adjusted by the National Geodetic Survey in June 1991..
 GA0870
 GA0870.The geoid height was determined by GEOID03.
 GA0870
 GA0870.The dynamic height is computed by dividing the NAVD 88
 GA0870.geopotential number by the normal gravity value computed on the
 GA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0870.degrees latitude (g = 980.6199 gals.).
 GA0870
 GA0870.The modeled gravity was interpolated from observed gravity values.
 GA0870
 GA0870;                    North         East    Units  Estimated Accuracy
 GA0870;SPC TN       -   213,270.      872,570.      MT  (+/- 180 meters Scaled)
 GA0870
 GA0870                          SUPERSEDED SURVEY CONTROL
 GA0870
 GA0870  NGVD 29 (??/??/92)  337.972  (m)         1108.83   (f) ADJ UNCH    2 0
 GA0870
 GA0870.Superseded values are not recommended for survey control.
 GA0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0870.See file dsdata.txt to determine how the superseded data were derived.
 GA0870
 GA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA231098(NAD 83)
 GA0870_MARKER: DB = BENCH MARK DISK
 GA0870_SETTING: 66 = SET IN ROCK OUTCROP
 GA0870_SP_SET: ROCK OUTCROP
 GA0870_STAMPING: R 106 1935
 GA0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0870+STABILITY: POSITION/ELEVATION WELL
 GA0870
 GA0870  HISTORY     - Date     Condition        Report By
 GA0870  HISTORY     - 1935     MONUMENTED       CGS
 GA0870  HISTORY     - 1950     GOOD             TVA
 GA0870
 GA0870                          STATION DESCRIPTION
 GA0870
 GA0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0870'2.7 MI N FROM MOSHEIM.
 GA0870'2.7 MILES NORTH ALONG THE OLD MT. CARMEL ROAD FROM THE POST
 GA0870'OFFICE AT MOSHEIM, GREENE COUNTY, AT A FARMHOUSE, 48 FEET WEST
 GA0870'OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE NORTH END
 GA0870'OF THE HOUSE, IN THE TOP OF A ROCK OUTCROP, 7 FEET LOWER THAN
 GA0870'THE ROAD, 134 FEET SOUTH SOUTHEAST OF SOUTHEAST CORNER OF
 GA0870'STEEL BRIDGE OVER LICK CREEK, 83 FEET SOUTHEAST OF THE CENTERLINE
 GA0870'OF ROAD, 40.9 FEET NORTHEAST OF EAST CORNER OF A 2-STORY WHITE
 GA0870'HOUSE AND 3 FEET SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD
 GA0870'DISK, STAMPED R 106 1935.
 GA0870
 GA0870                          STATION RECOVERY (1950)
 GA0870
 GA0870'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0938 ***********************************************************************
 GA0938  DESIGNATION -  R 107
 GA0938  PID         -  GA0938
 GA0938  STATE/COUNTY-  TN/WASHINGTON
 GA0938  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0938
 GA0938                         *CURRENT SURVEY CONTROL
 GA0938  ___________________________________________________________________
 GA0938* NAD 83(1986)-  36 23 36.     (N)    082 36 46.     (W)     SCALED    
 GA0938* NAVD 88     -       552.950  (meters)    1814.14   (feet)  ADJUSTED  
 GA0938  ___________________________________________________________________
 GA0938  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0938  DYNAMIC HT  -         552.432 (meters)    1812.44  (feet)  COMP
 GA0938  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 GA0938
 GA0938  VERT ORDER  -  SECOND    CLASS 0
 GA0938
 GA0938.The horizontal coordinates were scaled from a topographic map and have
 GA0938.an estimated accuracy of +/- 6 seconds.
 GA0938
 GA0938.The orthometric height was determined by differential leveling
 GA0938.and adjusted by the National Geodetic Survey in June 1991..
 GA0938
 GA0938.The geoid height was determined by GEOID03.
 GA0938
 GA0938.The dynamic height is computed by dividing the NAVD 88
 GA0938.geopotential number by the normal gravity value computed on the
 GA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0938.degrees latitude (g = 980.6199 gals.).
 GA0938
 GA0938.The modeled gravity was interpolated from observed gravity values.
 GA0938
 GA0938;                    North         East    Units  Estimated Accuracy
 GA0938;SPC TN       -   233,820.      903,820.      MT  (+/- 180 meters Scaled)
 GA0938
 GA0938                          SUPERSEDED SURVEY CONTROL
 GA0938
 GA0938  NGVD 29 (??/??/92)  553.088  (m)         1814.59   (f) ADJ UNCH    2 0
 GA0938
 GA0938.Superseded values are not recommended for survey control.
 GA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0938.See file dsdata.txt to determine how the superseded data were derived.
 GA0938
 GA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA553287(NAD 83)
 GA0938_MARKER: DB = BENCH MARK DISK
 GA0938_SETTING: 66 = SET IN ROCK OUTCROP
 GA0938_SP_SET: ROCK OUTCROP
 GA0938_STAMPING: R 107 1935
 GA0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0938+STABILITY: POSITION/ELEVATION WELL
 GA0938
 GA0938  HISTORY     - Date     Condition        Report By
 GA0938  HISTORY     - 1935     MONUMENTED       CGS
 GA0938
 GA0938                          STATION DESCRIPTION
 GA0938
 GA0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0938'2.2 MI S FROM FALL BRANCH.
 GA0938'2.2 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0938'FALL BRANCH, WASHINGTON COUNTY, 200 YARDS SOUTHWEST OF A FARMHOUSE,
 GA0938'AT THE INTERSECTION OF A ROAD, 65 YARDS SOUTHEAST OF THE HIGHWAY,
 GA0938'12 FEET NORTH OF THE CENTERLINE OF THE ROAD, 28 FEET SOUTH OF A
 GA0938'WIRE FENCE, IN THE TOP OF A ROCK OUTCROP, AND 6 FEET HIGHER THAN
 GA0938'THE HIGHWAY.  A STANDARD DISK, STAMPED R 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0261 ***********************************************************************
 GA0261  DESIGNATION -  R 108
 GA0261  PID         -  GA0261
 GA0261  STATE/COUNTY-  TN/SULLIVAN
 GA0261  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0261
 GA0261                         *CURRENT SURVEY CONTROL
 GA0261  ___________________________________________________________________
 GA0261* NAD 83(1986)-  36 33 21.     (N)    082 28 05.     (W)     SCALED    
 GA0261* NAVD 88     -       422.144  (meters)    1384.98   (feet)  ADJUSTED  
 GA0261  ___________________________________________________________________
 GA0261  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0261  DYNAMIC HT  -         421.758 (meters)    1383.72  (feet)  COMP
 GA0261  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GA0261
 GA0261  VERT ORDER  -  SECOND    CLASS 0
 GA0261
 GA0261.The horizontal coordinates were scaled from a topographic map and have
 GA0261.an estimated accuracy of +/- 6 seconds.
 GA0261
 GA0261.The orthometric height was determined by differential leveling
 GA0261.and adjusted by the National Geodetic Survey in June 1991..
 GA0261
 GA0261.The geoid height was determined by GEOID03.
 GA0261
 GA0261.The dynamic height is computed by dividing the NAVD 88
 GA0261.geopotential number by the normal gravity value computed on the
 GA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0261.degrees latitude (g = 980.6199 gals.).
 GA0261
 GA0261.The modeled gravity was interpolated from observed gravity values.
 GA0261
 GA0261;                    North         East    Units  Estimated Accuracy
 GA0261;SPC TN       -   252,300.      916,140.      MT  (+/- 180 meters Scaled)
 GA0261
 GA0261                          SUPERSEDED SURVEY CONTROL
 GA0261
 GA0261  NGVD 29 (??/??/92)  422.273  (m)         1385.41   (f) ADJ UNCH    2 0
 GA0261
 GA0261.Superseded values are not recommended for survey control.
 GA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0261.See file dsdata.txt to determine how the superseded data were derived.
 GA0261
 GA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA686466(NAD 83)
 GA0261_MARKER: DB = BENCH MARK DISK
 GA0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0261_STAMPING: R 108 1935
 GA0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0261+STABILITY: SURFACE MOTION
 GA0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0261+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 GA0261
 GA0261  HISTORY     - Date     Condition        Report By
 GA0261  HISTORY     - 1935     MONUMENTED       CGS
 GA0261  HISTORY     - 1959     GOOD             NGS
 GA0261  HISTORY     - 1963     GOOD             TVA
 GA0261  HISTORY     - 20030714 GOOD             MAC
 GA0261
 GA0261                          STATION DESCRIPTION
 GA0261
 GA0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GA0261'0.4 MI S FROM ORE BANK.
 GA0261'0.4 MILE SOUTH ALONG A ROAD LEADING TO U.S. HIGHWAY 11 W FROM
 GA0261'THE SCHOOL AT ORE BANK, SULLIVAN COUNTY, AT THE NORTHEAST CORNER
 GA0261'OF THE WALTER BROWN PROPERTY, 100 YARDS NORTH OF THE LOG CABIN,
 GA0261'16.2 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.3 FEET WEST OF
 GA0261'A FENCE LINE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 GA0261'R 108 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TVA
 GA0261'MADE A NEW DISCOVERY IN 1963 WITH THE FOLLOWING REPORT-- MILEAGE
 GA0261'FROM OREBANK SCHOOL IS WRONG IN ORIGINAL DESCRIPTION-- SHOULD
 GA0261'BE-- 0.4 MILE WEST OF OREBANK ELEMENTARY SCHOOL.
 GA0261
 GA0261                          STATION RECOVERY (1963)
 GA0261
 GA0261'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1963
 GA0261'RECOVERED IN GOOD CONDITION.
 GA0261
 GA0261                          STATION RECOVERY (2003)
 GA0261
 GA0261'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN)
 GA0261'STATION IS LOCATED AT 5724 OREBANK ROAD.  LOCATED 21.1' NW OF THE
 GA0261'CENTER OF OREBANK ROAD, 34.7' WSW OF A POWER POLE, 47.8' SSW OF THE NW
 GA0261'CORNER OF A GARAGE, AND 41.3' S OF THE S CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0179 ***********************************************************************
 GA0179  DESIGNATION -  R 109
 GA0179  PID         -  GA0179
 GA0179  STATE/COUNTY-  TN/SULLIVAN
 GA0179  USGS QUAD   -  BRISTOL (1991)
 GA0179
 GA0179                         *CURRENT SURVEY CONTROL
 GA0179  ___________________________________________________________________
 GA0179* NAD 83(1986)-  36 34 10.     (N)    082 09 45.     (W)     SCALED    
 GA0179* NAVD 88     -       502.292  (meters)    1647.94   (feet)  ADJUSTED  
 GA0179  ___________________________________________________________________
 GA0179  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0179  DYNAMIC HT  -         501.834 (meters)    1646.43  (feet)  COMP
 GA0179  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 GA0179
 GA0179  VERT ORDER  -  SECOND    CLASS 0
 GA0179
 GA0179.The horizontal coordinates were scaled from a topographic map and have
 GA0179.an estimated accuracy of +/- 6 seconds.
 GA0179
 GA0179.The orthometric height was determined by differential leveling
 GA0179.and adjusted by the National Geodetic Survey in June 1991..
 GA0179
 GA0179.The geoid height was determined by GEOID03.
 GA0179
 GA0179.The dynamic height is computed by dividing the NAVD 88
 GA0179.geopotential number by the normal gravity value computed on the
 GA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0179.degrees latitude (g = 980.6199 gals.).
 GA0179
 GA0179.The modeled gravity was interpolated from observed gravity values.
 GA0179
 GA0179;                    North         East    Units  Estimated Accuracy
 GA0179;SPC TN       -   254,840.      943,420.      MT  (+/- 180 meters Scaled)
 GA0179
 GA0179                          SUPERSEDED SURVEY CONTROL
 GA0179
 GA0179  NGVD 29 (??/??/92)  502.416  (m)         1648.34   (f) ADJ UNCH    2 0
 GA0179
 GA0179.Superseded values are not recommended for survey control.
 GA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0179.See file dsdata.txt to determine how the superseded data were derived.
 GA0179
 GA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA959477(NAD 83)
 GA0179_MARKER: DB = BENCH MARK DISK
 GA0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0179_STAMPING: R 109 1935
 GA0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0179+STABILITY: SURFACE MOTION
 GA0179
 GA0179  HISTORY     - Date     Condition        Report By
 GA0179  HISTORY     - 1935     MONUMENTED       CGS
 GA0179  HISTORY     - 1938     MARK NOT FOUND   TVA
 GA0179
 GA0179                          STATION DESCRIPTION
 GA0179
 GA0179'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0179'2.2 MI SE FROM BRISTOL.
 GA0179'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE SOUTHERN
 GA0179'RAILWAY STATION AT BRISTOL, SULLIVAN COUNTY, 60 YARDS NORTH OF A
 GA0179'SHARP U-TURN, 60 YARDS WEST OF THE A.T. SMALLINGS HOUSE, 3.2
 GA0179'FEET SOUTH OF THE SOUTHEAST CORNER OF THE GARAGE, 19.1 FEET WEST
 GA0179'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A POLE, 1 FOOT
 GA0179'EAST OF A FENCE LINE, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA0179'DISK, STAMPED R 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0394 ***********************************************************************
 GA0394  DESIGNATION -  R 11
 GA0394  PID         -  GA0394
 GA0394  STATE/COUNTY-  TN/SULLIVAN
 GA0394  USGS QUAD   -  BLUFF CITY (1968)
 GA0394
 GA0394                         *CURRENT SURVEY CONTROL
 GA0394  ___________________________________________________________________
 GA0394* NAD 83(1986)-  36 28 30.     (N)    082 15 30.     (W)     SCALED    
 GA0394* NAVD 88     -       435.530  (meters)    1428.90   (feet)  ADJUSTED  
 GA0394  ___________________________________________________________________
 GA0394  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0394  DYNAMIC HT  -         435.128 (meters)    1427.58  (feet)  COMP
 GA0394  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA0394
 GA0394  VERT ORDER  -  FIRST     CLASS II
 GA0394
 GA0394.The horizontal coordinates were scaled from a topographic map and have
 GA0394.an estimated accuracy of +/- 6 seconds.
 GA0394
 GA0394.The orthometric height was determined by differential leveling
 GA0394.and adjusted by the National Geodetic Survey in June 1991..
 GA0394
 GA0394.The geoid height was determined by GEOID03.
 GA0394
 GA0394.The dynamic height is computed by dividing the NAVD 88
 GA0394.geopotential number by the normal gravity value computed on the
 GA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0394.degrees latitude (g = 980.6199 gals.).
 GA0394
 GA0394.The modeled gravity was interpolated from observed gravity values.
 GA0394
 GA0394;                    North         East    Units  Estimated Accuracy
 GA0394;SPC TN       -   244,030.      935,250.      MT  (+/- 180 meters Scaled)
 GA0394
 GA0394                          SUPERSEDED SURVEY CONTROL
 GA0394
 GA0394  NGVD 29 (??/??/92)  435.684  (m)         1429.41   (f) ADJ UNCH    1 2
 GA0394
 GA0394.Superseded values are not recommended for survey control.
 GA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0394.See file dsdata.txt to determine how the superseded data were derived.
 GA0394
 GA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA872373(NAD 83)
 GA0394_MARKER: DB = BENCH MARK DISK
 GA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0394_STAMPING: 1429.603 R 11 1933
 GA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0394+STABILITY: SURFACE MOTION
 GA0394
 GA0394  HISTORY     - Date     Condition        Report By
 GA0394  HISTORY     - 1933     MONUMENTED       CGS
 GA0394  HISTORY     - 1960     GOOD             TVA
 GA0394
 GA0394                          STATION DESCRIPTION
 GA0394
 GA0394'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0394'AT BLUFF CITY.
 GA0394'AT BLUFF CITY, SULLIVAN COUNTY, NEAR THE INTERSECTION OF EAST
 GA0394'MAIN STREET AND MC CLELLAN STREET, 23 FEET NORTH OF CENTERLINE OF
 GA0394'EAST MAIN STREET, 101 FEET SOUTHWEST OF CENTERLINE MC CLELLAN
 GA0394'STREET, 4.3 FEET NORTHWEST OF TELEPHONE GUY POLE, 41.0 FEET
 GA0394'NORTHEAST OF POWERLINE POLE, 81.3 FEET NORTHEAST OF SOUTHEAST
 GA0394'CORNER OF OLD RAILWAY STATION (NOW BUILDERS SUPPLY CO.) 1.7 FEET
 GA0394'SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0394'1429.603 R 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1007 ***********************************************************************
 FZ1007  DESIGNATION -  R 110
 FZ1007  PID         -  FZ1007
 FZ1007  STATE/COUNTY-  TN/JOHNSON
 FZ1007  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1007
 FZ1007                         *CURRENT SURVEY CONTROL
 FZ1007  ___________________________________________________________________
 FZ1007* NAD 83(1986)-  36 30 00.     (N)    081 52 32.     (W)     SCALED    
 FZ1007* NAVD 88     -      1067.772  (meters)    3503.18   (feet)  ADJUSTED  
 FZ1007  ___________________________________________________________________
 FZ1007  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1007  DYNAMIC HT  -        1066.732 (meters)    3499.77  (feet)  COMP
 FZ1007  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 FZ1007
 FZ1007  VERT ORDER  -  SECOND    CLASS 0
 FZ1007
 FZ1007.The horizontal coordinates were scaled from a topographic map and have
 FZ1007.an estimated accuracy of +/- 6 seconds.
 FZ1007
 FZ1007.The orthometric height was determined by differential leveling
 FZ1007.and adjusted by the National Geodetic Survey in June 1991..
 FZ1007
 FZ1007.The geoid height was determined by GEOID03.
 FZ1007
 FZ1007.The dynamic height is computed by dividing the NAVD 88
 FZ1007.geopotential number by the normal gravity value computed on the
 FZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1007.degrees latitude (g = 980.6199 gals.).
 FZ1007
 FZ1007.The modeled gravity was interpolated from observed gravity values.
 FZ1007
 FZ1007;                    North         East    Units  Estimated Accuracy
 FZ1007;SPC TN       -   248,180.      969,410.      MT  (+/- 180 meters Scaled)
 FZ1007
 FZ1007                          SUPERSEDED SURVEY CONTROL
 FZ1007
 FZ1007  NGVD 29 (??/??/92) 1067.859  (m)         3503.47   (f) ADJ UNCH    2 0
 FZ1007
 FZ1007.Superseded values are not recommended for survey control.
 FZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1007.See file dsdata.txt to determine how the superseded data were derived.
 FZ1007
 FZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA215397(NAD 83)
 FZ1007_MARKER: DB = BENCH MARK DISK
 FZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1007_STAMPING: R 110 1935
 FZ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1007+STABILITY: SURFACE MOTION
 FZ1007
 FZ1007  HISTORY     - Date     Condition        Report By
 FZ1007  HISTORY     - 1935     MONUMENTED       CGS
 FZ1007
 FZ1007                          STATION DESCRIPTION
 FZ1007
 FZ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1007'6.1 MI NW FROM MOUNTAIN CITY.
 FZ1007'6.1 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE AT
 FZ1007'MOUNTAIN CITY, JOHNSON COUNTY, AT THE EDGE OF A FILL, ON THE
 FZ1007'OUTSIDE OF A HORSESHOE CURVE, 23.3 FEET SOUTH OF THE CENTERLINE
 FZ1007'OF THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FZ1007'DISK, STAMPED R 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0974 ***********************************************************************
 FZ0974  DESIGNATION -  R 111
 FZ0974  PID         -  FZ0974
 FZ0974  STATE/COUNTY-  TN/JOHNSON
 FZ0974  USGS QUAD   -  DOE (1969)
 FZ0974
 FZ0974                         *CURRENT SURVEY CONTROL
 FZ0974  ___________________________________________________________________
 FZ0974* NAD 83(1986)-  36 23 02.     (N)    081 57 04.     (W)     SCALED    
 FZ0974* NAVD 88     -       609.457  (meters)    1999.53   (feet)  ADJUSTED  
 FZ0974  ___________________________________________________________________
 FZ0974  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ0974  DYNAMIC HT  -         608.850 (meters)    1997.54  (feet)  COMP
 FZ0974  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 FZ0974
 FZ0974  VERT ORDER  -  SECOND    CLASS 0
 FZ0974
 FZ0974.The horizontal coordinates were scaled from a topographic map and have
 FZ0974.an estimated accuracy of +/- 6 seconds.
 FZ0974
 FZ0974.The orthometric height was determined by differential leveling
 FZ0974.and adjusted by the National Geodetic Survey in June 1991..
 FZ0974
 FZ0974.The geoid height was determined by GEOID03.
 FZ0974
 FZ0974.The dynamic height is computed by dividing the NAVD 88
 FZ0974.geopotential number by the normal gravity value computed on the
 FZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0974.degrees latitude (g = 980.6199 gals.).
 FZ0974
 FZ0974.The modeled gravity was interpolated from observed gravity values.
 FZ0974
 FZ0974;                    North         East    Units  Estimated Accuracy
 FZ0974;SPC TN       -   235,030.      963,180.      MT  (+/- 180 meters Scaled)
 FZ0974
 FZ0974                          SUPERSEDED SURVEY CONTROL
 FZ0974
 FZ0974  NGVD 29 (??/??/92)  609.548  (m)         1999.83   (f) ADJ UNCH    2 0
 FZ0974
 FZ0974.Superseded values are not recommended for survey control.
 FZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0974.See file dsdata.txt to determine how the superseded data were derived.
 FZ0974
 FZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA146269(NAD 83)
 FZ0974_MARKER: DB = BENCH MARK DISK
 FZ0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0974_STAMPING: R 111 1935
 FZ0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0974+STABILITY: SURFACE MOTION
 FZ0974
 FZ0974  HISTORY     - Date     Condition        Report By
 FZ0974  HISTORY     - 1935     MONUMENTED       CGS
 FZ0974
 FZ0974                          STATION DESCRIPTION
 FZ0974
 FZ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0974'1.1 MI NW FROM DOEVILLE POST OFFICE.
 FZ0974'1.1 MILES NORTHWEST ALONG A COUNTY ROAD FROM DOEVILLE POST OFFICE,
 FZ0974'JOHNSON COUNTY, 96 YARDS SOUTH OF THE GATEWAY TO THE N.R.
 FZ0974'GRINDSTAFF RESIDENCE, 19 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FZ0974'15 YARDS SOUTH OF A FIELD GATE, AND LEVEL WITH THE ROAD.  A
 FZ0974'STANDARD DISK, STAMPED R 111 1935 AND SET IN THE TOP OF A
 FZ0974'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1008 ***********************************************************************
 GA1008  DESIGNATION -  R 112
 GA1008  PID         -  GA1008
 GA1008  STATE/COUNTY-  TN/UNICOI
 GA1008  USGS QUAD   -  FLAG POND (1939)
 GA1008
 GA1008                         *CURRENT SURVEY CONTROL
 GA1008  ___________________________________________________________________
 GA1008* NAD 83(1986)-  36 04 10.     (N)    082 30 11.     (W)     SCALED    
 GA1008* NAVD 88     -       563.23   (+/-2cm)    1847.9    (feet)  VERTCON   
 GA1008  ___________________________________________________________________
 GA1008  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1008
 GA1008  VERT ORDER  -  ? (See Below)
 GA1008
 GA1008.The horizontal coordinates were scaled from a topographic map and have
 GA1008.an estimated accuracy of +/- 6 seconds.
 GA1008
 GA1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1008.The vertical order pertains to the NGVD 29 superseded value.
 GA1008
 GA1008.The geoid height was determined by GEOID03.
 GA1008
 GA1008;                    North         East    Units  Estimated Accuracy
 GA1008;SPC TN       -   198,250.      914,940.      MT  (+/- 180 meters Scaled)
 GA1008
 GA1008                          SUPERSEDED SURVEY CONTROL
 GA1008
 GA1008  NGVD 29 (??/??/92)  563.346  (m)         1848.24   (f) ADJ UNCH    ?  
 GA1008
 GA1008.Superseded values are not recommended for survey control.
 GA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1008.See file dsdata.txt to determine how the superseded data were derived.
 GA1008
 GA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV646926(NAD 83)
 GA1008_MARKER: DB = BENCH MARK DISK
 GA1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1008_SP_SET: CULVERT
 GA1008_STAMPING: R 112 1935
 GA1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1008
 GA1008  HISTORY     - Date     Condition        Report By
 GA1008  HISTORY     - 1935     MONUMENTED       CGS
 GA1008  HISTORY     - 1955     GOOD             NGS
 GA1008
 GA1008                          STATION DESCRIPTION
 GA1008
 GA1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1008'AT ERNESTVILLE.
 GA1008'AT ERNESTVILLE, UNICOI COUNTY, ON U.S. HIGHWAY 19 W, 300 FEET
 GA1008'SOUTH OF THE JUNCTION OF STATE HIGHWAY 81 (OLD STATE HIGHWAY 36)
 GA1008'230 FEET SOUTH OF THE ROBERT WILLIS STORE, 100 FEET NORTHWEST OF
 GA1008'A BLUE AND YELLOW HOUSE, 45 FEET EAST OF SPIVEY CREEK, 39 FEET
 GA1008'WEST OF THE SOUTHWEST CORNER OF A BARN, 38.1 FEET NORTHEAST OF
 GA1008'A 24-INCH SYCAMORE TREE, 5 FEET EAST OF THE HIGHWAY, AT A LARGE
 GA1008'CULVERT OVER GILBERT BRANCH, IN THE TOP OF THE EAST CONCRETE
 GA1008'HEADWALL, AND 16 INCHES SOUTH OF THE NORTH END, 800 FEET SOUTH OF
 GA1008'JUNCTION OF U.S. HIGHWAY 23 AND U.S. HIGHWAY 19 W.  A STANDARD
 GA1008'DISK, STAMPED R 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1901 ***********************************************************************
 GA1901  DESIGNATION -  R 113
 GA1901  PID         -  GA1901
 GA1901  STATE/COUNTY-  TN/HAMBLEN
 GA1901  USGS QUAD   -  SPRINGVALE (1980)
 GA1901
 GA1901                         *CURRENT SURVEY CONTROL
 GA1901  ___________________________________________________________________
 GA1901* NAD 83(1986)-  36 12 03.     (N)    083 10 57.     (W)     SCALED    
 GA1901* NAVD 88     -       327.229  (meters)    1073.58   (feet)  ADJUSTED  
 GA1901  ___________________________________________________________________
 GA1901  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1901  DYNAMIC HT  -         326.930 (meters)    1072.60  (feet)  COMP
 GA1901  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA1901
 GA1901  VERT ORDER  -  SECOND    CLASS 0
 GA1901
 GA1901.The horizontal coordinates were scaled from a topographic map and have
 GA1901.an estimated accuracy of +/- 6 seconds.
 GA1901
 GA1901.The orthometric height was determined by differential leveling
 GA1901.and adjusted by the National Geodetic Survey in June 1991..
 GA1901
 GA1901.The geoid height was determined by GEOID03.
 GA1901
 GA1901.The dynamic height is computed by dividing the NAVD 88
 GA1901.geopotential number by the normal gravity value computed on the
 GA1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1901.degrees latitude (g = 980.6199 gals.).
 GA1901
 GA1901.The modeled gravity was interpolated from observed gravity values.
 GA1901
 GA1901;                    North         East    Units  Estimated Accuracy
 GA1901;SPC TN       -   210,850.      853,350.      MT  (+/- 180 meters Scaled)
 GA1901
 GA1901                          SUPERSEDED SURVEY CONTROL
 GA1901
 GA1901  NGVD 29 (??/??/92)  327.377  (m)         1074.07   (f) ADJ UNCH    2 0
 GA1901
 GA1901.Superseded values are not recommended for survey control.
 GA1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1901.See file dsdata.txt to determine how the superseded data were derived.
 GA1901
 GA1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA037084(NAD 83)
 GA1901_MARKER: DB = BENCH MARK DISK
 GA1901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1901_SP_SET: RETAINING WALL
 GA1901_STAMPING: R 113 1935
 GA1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1901
 GA1901  HISTORY     - Date     Condition        Report By
 GA1901  HISTORY     - 1935     MONUMENTED       CGS
 GA1901
 GA1901                          STATION DESCRIPTION
 GA1901
 GA1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1901'1.1 MI SW FROM RUSSELLVILLE.
 GA1901'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM RUSSELLVILLE,
 GA1901'THENCE 4.7 MILES SOUTHEAST ALONG THE CHEEK CROSS ROADS-BEULAH
 GA1901'ROAD, 0.6 MILE SOUTHEAST OF STATE FISH HATCHERY AND THE JUNCTION
 GA1901'OF THE MORRISTOWN HIGHWAY, AT THE SOUTHEAST END OF THE STATE FISH
 GA1901'HATCHERY PROPERTY, 220 YARDS NORTHWEST OF A FILL DAM, 32.5 FEET
 GA1901'SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A CONCRETE
 GA1901'RETAINING WALL, 5 FEET SOUTHEAST OF THE NORTHWEST END, AND 7
 GA1901'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED R 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0903 ***********************************************************************
 GA0903  DESIGNATION -  R 114
 GA0903  PID         -  GA0903
 GA0903  STATE/COUNTY-  TN/GREENE
 GA0903  USGS QUAD   -  CEDAR CREEK (1980)
 GA0903
 GA0903                         *CURRENT SURVEY CONTROL
 GA0903  ___________________________________________________________________
 GA0903* NAD 83(1986)-  36 03 53.     (N)    082 57 54.     (W)     SCALED    
 GA0903* NAVD 88     -       362.179  (meters)    1188.25   (feet)  ADJUSTED  
 GA0903  ___________________________________________________________________
 GA0903  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0903  DYNAMIC HT  -         361.833 (meters)    1187.11  (feet)  COMP
 GA0903  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0903
 GA0903  VERT ORDER  -  SECOND    CLASS 0
 GA0903
 GA0903.The horizontal coordinates were scaled from a topographic map and have
 GA0903.an estimated accuracy of +/- 6 seconds.
 GA0903
 GA0903.The orthometric height was determined by differential leveling
 GA0903.and adjusted by the National Geodetic Survey in June 1991..
 GA0903
 GA0903.The geoid height was determined by GEOID03.
 GA0903
 GA0903.The dynamic height is computed by dividing the NAVD 88
 GA0903.geopotential number by the normal gravity value computed on the
 GA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0903.degrees latitude (g = 980.6199 gals.).
 GA0903
 GA0903.The modeled gravity was interpolated from observed gravity values.
 GA0903
 GA0903;                    North         East    Units  Estimated Accuracy
 GA0903;SPC TN       -   196,340.      873,370.      MT  (+/- 180 meters Scaled)
 GA0903
 GA0903                          SUPERSEDED SURVEY CONTROL
 GA0903
 GA0903  NGVD 29 (??/??/92)  362.332  (m)         1188.75   (f) ADJ UNCH    2 0
 GA0903
 GA0903.Superseded values are not recommended for survey control.
 GA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0903.See file dsdata.txt to determine how the superseded data were derived.
 GA0903
 GA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV230929(NAD 83)
 GA0903_MARKER: DB = BENCH MARK DISK
 GA0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0903_SP_SET: BRIDGE
 GA0903_STAMPING: R 114 1935
 GA0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0903
 GA0903  HISTORY     - Date     Condition        Report By
 GA0903  HISTORY     - 1935     MONUMENTED       CGS
 GA0903  HISTORY     - 1950     GOOD             TVA
 GA0903
 GA0903                          STATION DESCRIPTION
 GA0903
 GA0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0903'1.7 MI NE FROM CANEY BRANCH.
 GA0903'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 GA0903'CANEY BRANCH, GREENE COUNTY, 0.2 MILE SOUTHWEST OF A STEEL BRIDGE
 GA0903'OVER NOLICHUCKY RIVER, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 GA0903'SOUTHEAST TO ST. JAMES, 85 FEET SOUTH OF THE CENTER OF THE JUNCTION,
 GA0903'AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE, 12.5 FEET WEST OF
 GA0903'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE INSIDE BRIDGE
 GA0903'CURB, 1 FOOT SOUTH OF THE NORTH END OF THE WEST RAILING, AND
 GA0903'6 INCHES HIGHER THAN THE HIGHWAY, 5.8 FEET SOUTH SOUTHWEST OF
 GA0903'STEEL WITNESS POST.  A STANDARD DISK, STAMPED R 114 1935.
 GA0903
 GA0903                          STATION RECOVERY (1950)
 GA0903
 GA0903'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0699 ***********************************************************************
 GA0699  DESIGNATION -  R 115
 GA0699  PID         -  GA0699
 GA0699  STATE/COUNTY-  TN/WASHINGTON
 GA0699  USGS QUAD   -  CHUCKEY (1971)
 GA0699
 GA0699                         *CURRENT SURVEY CONTROL
 GA0699  ___________________________________________________________________
 GA0699* NAD 83(1986)-  36 08 23.     (N)    082 37 46.     (W)     SCALED    
 GA0699* NAVD 88     -       473.124  (meters)    1552.24   (feet)  ADJUSTED  
 GA0699  ___________________________________________________________________
 GA0699  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0699  DYNAMIC HT  -         472.667 (meters)    1550.74  (feet)  COMP
 GA0699  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 GA0699
 GA0699  VERT ORDER  -  SECOND    CLASS 0
 GA0699
 GA0699.The horizontal coordinates were scaled from a topographic map and have
 GA0699.an estimated accuracy of +/- 6 seconds.
 GA0699
 GA0699.The orthometric height was determined by differential leveling
 GA0699.and adjusted by the National Geodetic Survey in June 1991..
 GA0699
 GA0699.The geoid height was determined by GEOID03.
 GA0699
 GA0699.The dynamic height is computed by dividing the NAVD 88
 GA0699.geopotential number by the normal gravity value computed on the
 GA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0699.degrees latitude (g = 980.6199 gals.).
 GA0699
 GA0699.The modeled gravity was interpolated from observed gravity values.
 GA0699
 GA0699;                    North         East    Units  Estimated Accuracy
 GA0699;SPC TN       -   205,640.      903,290.      MT  (+/- 180 meters Scaled)
 GA0699
 GA0699                          SUPERSEDED SURVEY CONTROL
 GA0699
 GA0699  NGVD 29 (??/??/92)  473.259  (m)         1552.68   (f) ADJ UNCH    2 0
 GA0699
 GA0699.Superseded values are not recommended for survey control.
 GA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0699.See file dsdata.txt to determine how the superseded data were derived.
 GA0699
 GA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA533006(NAD 83)
 GA0699_MARKER: DB = BENCH MARK DISK
 GA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0699_STAMPING: R 115 1935
 GA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0699+STABILITY: SURFACE MOTION
 GA0699
 GA0699  HISTORY     - Date     Condition        Report By
 GA0699  HISTORY     - 1935     MONUMENTED       CGS
 GA0699  HISTORY     - 1955     GOOD             TVA
 GA0699
 GA0699                          STATION DESCRIPTION
 GA0699
 GA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0699'1 MI E FROM PLEASANT HILL.
 GA0699'IN WASHINGTON COUNTY, 1.0 MILE EAST ALONG A ROAD LEADING TO
 GA0699'STATE HIGHWAY 107 FROM THE INTERSECTION OF THE CHUCKY HIGHWAY
 GA0699'AT PLEASANT HILL, GREENE COUNTY, 0.4 MILE SOUTHWEST OF THE LIBERTY
 GA0699'CHURCH, 0.1 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, AT
 GA0699'THE R.F. DUNBAR RESIDENCE, 33 FEET SOUTHEAST OF THE SOUTHEAST
 GA0699'CORNER OF THE HOUSE, 46 FEET EAST OF A 24-INCH OAK TREE, 25.5
 GA0699'FEET SOUTHWEST OF A SOUTHWEST FENCE CORNER, 20 FEET NORTH OF THE
 GA0699'CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0699'DISK, STAMPED R 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0699'PROJECTING 6 INCHES ABOVE GROUND.
 GA0699
 GA0699                          STATION RECOVERY (1955)
 GA0699
 GA0699'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0524 ***********************************************************************
 GA0524  DESIGNATION -  R 116
 GA0524  PID         -  GA0524
 GA0524  STATE/COUNTY-  TN/SULLIVAN
 GA0524  USGS QUAD   -  BLUFF CITY (1968)
 GA0524
 GA0524                         *CURRENT SURVEY CONTROL
 GA0524  ___________________________________________________________________
 GA0524* NAD 83(1986)-  36 27 00.     (N)    082 19 01.     (W)     SCALED    
 GA0524* NAVD 88     -       454.702  (meters)    1491.80   (feet)  ADJUSTED  
 GA0524  ___________________________________________________________________
 GA0524  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0524  DYNAMIC HT  -         454.282 (meters)    1490.42  (feet)  COMP
 GA0524  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 GA0524
 GA0524  VERT ORDER  -  SECOND    CLASS 0
 GA0524
 GA0524.The horizontal coordinates were scaled from a topographic map and have
 GA0524.an estimated accuracy of +/- 6 seconds.
 GA0524
 GA0524.The orthometric height was determined by differential leveling
 GA0524.and adjusted by the National Geodetic Survey in June 1991..
 GA0524
 GA0524.The geoid height was determined by GEOID03.
 GA0524
 GA0524.The dynamic height is computed by dividing the NAVD 88
 GA0524.geopotential number by the normal gravity value computed on the
 GA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0524.degrees latitude (g = 980.6199 gals.).
 GA0524
 GA0524.The modeled gravity was interpolated from observed gravity values.
 GA0524
 GA0524;                    North         East    Units  Estimated Accuracy
 GA0524;SPC TN       -   241,060.      930,110.      MT  (+/- 180 meters Scaled)
 GA0524
 GA0524                          SUPERSEDED SURVEY CONTROL
 GA0524
 GA0524  NGVD 29 (??/??/92)  454.854  (m)         1492.30   (f) ADJ UNCH    2 0
 GA0524
 GA0524.Superseded values are not recommended for survey control.
 GA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0524.See file dsdata.txt to determine how the superseded data were derived.
 GA0524
 GA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA819346(NAD 83)
 GA0524_MARKER: DB = BENCH MARK DISK
 GA0524_SETTING: 66 = SET IN ROCK OUTCROP
 GA0524_SP_SET: SET IN ROCK OUTCROP
 GA0524_STAMPING: R 116 1935
 GA0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0524+STABILITY: POSITION/ELEVATION WELL
 GA0524
 GA0524  HISTORY     - Date     Condition        Report By
 GA0524  HISTORY     - 1935     MONUMENTED       CGS
 GA0524
 GA0524                          STATION DESCRIPTION
 GA0524
 GA0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0524'3.4 MI W FROM BLUFF CITY.
 GA0524'3.4 MILES WEST ALONG THE WEAVERS CREEK ROAD FROM THE SOUTHERN
 GA0524'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, 75 YARDS WEST OF
 GA0524'WEAVERS CREEK, AT THE JUNCTION OF A PRIVATE ROAD LEADING TO THE
 GA0524'HOME OF W.M. JONES, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0524'12 FEET WEST OF THE PRIVATE ROAD, IN THE TOP OF A ROCK OUTCROP,
 GA0524'AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED R
 GA0524'116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1015 ***********************************************************************
 GA1015  DESIGNATION -  R 117
 GA1015  PID         -  GA1015
 GA1015  STATE/COUNTY-  TN/GREENE
 GA1015  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1015
 GA1015                         *CURRENT SURVEY CONTROL
 GA1015  ___________________________________________________________________
 GA1015* NAD 83(1986)-  36 03 32.     (N)    082 50 55.     (W)     SCALED    
 GA1015* NAVD 88     -       413.695  (meters)    1357.26   (feet)  ADJUSTED  
 GA1015  ___________________________________________________________________
 GA1015  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1015  DYNAMIC HT  -         413.296 (meters)    1355.96  (feet)  COMP
 GA1015  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 GA1015
 GA1015  VERT ORDER  -  SECOND    CLASS 0
 GA1015
 GA1015.The horizontal coordinates were scaled from a topographic map and have
 GA1015.an estimated accuracy of +/- 6 seconds.
 GA1015
 GA1015.The orthometric height was determined by differential leveling
 GA1015.and adjusted by the National Geodetic Survey in June 1991..
 GA1015
 GA1015.The geoid height was determined by GEOID03.
 GA1015
 GA1015.The dynamic height is computed by dividing the NAVD 88
 GA1015.geopotential number by the normal gravity value computed on the
 GA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1015.degrees latitude (g = 980.6199 gals.).
 GA1015
 GA1015.The modeled gravity was interpolated from observed gravity values.
 GA1015
 GA1015;                    North         East    Units  Estimated Accuracy
 GA1015;SPC TN       -   196,020.      883,870.      MT  (+/- 180 meters Scaled)
 GA1015
 GA1015                          SUPERSEDED SURVEY CONTROL
 GA1015
 GA1015  NGVD 29 (??/??/92)  413.808  (m)         1357.64   (f) ADJ UNCH    2 0
 GA1015
 GA1015.Superseded values are not recommended for survey control.
 GA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1015.See file dsdata.txt to determine how the superseded data were derived.
 GA1015
 GA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV335920(NAD 83)
 GA1015_MARKER: DB = BENCH MARK DISK
 GA1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1015_STAMPING: R 117 1935
 GA1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1015+STABILITY: SURFACE MOTION
 GA1015
 GA1015  HISTORY     - Date     Condition        Report By
 GA1015  HISTORY     - 1935     MONUMENTED       CGS
 GA1015  HISTORY     - 1950     GOOD             TVA
 GA1015
 GA1015                          STATION DESCRIPTION
 GA1015
 GA1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1015'2.2 MI SW FROM DAVY CROCKETT LAKE.
 GA1015'2.2 MILES SOUTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1015'THE SOUTH END OF BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE COUNTY,
 GA1015'116 YARDS NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH,
 GA1015'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, AT THE JAMES
 GA1015'FILLER STORE, 18 YARDS SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GA1015'BUILDING, 10 YARDS SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3
 GA1015'YARDS NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 2 FEET
 GA1015'NORTHWEST OF A FENCE CORNER, LEVEL WITH THE ROAD, 79 FEET EAST
 GA1015'NORTHEAST OF POWER POLE 67, 76 FEET SOUTHWEST OF POWER POLE 66,
 GA1015'40 FEET EAST SOUTHEAST OF JUNCTION OF ROAD AND ROAD SOUTHEAST AND
 GA1015'1 FOOT SOUTH SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA1015'STAMPED R 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1015
 GA1015                          STATION RECOVERY (1950)
 GA1015
 GA1015'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1958 ***********************************************************************
 GA1958  DESIGNATION -  R 118
 GA1958  PID         -  GA1958
 GA1958  STATE/COUNTY-  TN/COCKE
 GA1958  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1958
 GA1958                         *CURRENT SURVEY CONTROL
 GA1958  ___________________________________________________________________
 GA1958* NAD 83(1986)-  36 00 18.     (N)    083 06 42.     (W)     SCALED    
 GA1958* NAVD 88     -       388.19   (+/-2cm)    1273.6    (feet)  VERTCON   
 GA1958  ___________________________________________________________________
 GA1958  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA1958
 GA1958  VERT ORDER  -  ? (See Below)
 GA1958
 GA1958.The horizontal coordinates were scaled from a topographic map and have
 GA1958.an estimated accuracy of +/- 6 seconds.
 GA1958
 GA1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1958.The vertical order pertains to the NGVD 29 superseded value.
 GA1958
 GA1958.The geoid height was determined by GEOID03.
 GA1958
 GA1958;                    North         East    Units  Estimated Accuracy
 GA1958;SPC TN       -   189,310.      860,360.      MT  (+/- 180 meters Scaled)
 GA1958
 GA1958                          SUPERSEDED SURVEY CONTROL
 GA1958
 GA1958  NGVD 29 (??/??/92)  388.339  (m)         1274.08   (f) ADJ UNCH    ?  
 GA1958
 GA1958.Superseded values are not recommended for survey control.
 GA1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1958.See file dsdata.txt to determine how the superseded data were derived.
 GA1958
 GA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV096865(NAD 83)
 GA1958_MARKER: DB = BENCH MARK DISK
 GA1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1958+STABILITY: SURFACE MOTION
 GA1958
 GA1958  HISTORY     - Date     Condition        Report By
 GA1958  HISTORY     - UNK      MONUMENTED       CGS
 GA1958  HISTORY     - 1937     GOOD             TVA
 GA1958
 GA1958                          STATION DESCRIPTION
 GA1958
 GA1958'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1958'5.8 MI NE FROM NEWPORT.
 GA1958'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, ON THE
 GA1958'EARL MILLER PROPERTY, 110 FEET SOUTHWEST OF THE HOUSE, 7 FEET
 GA1958'WEST OF A DRIVEWAY, 4.1 FEET NORTHEAST OF A FENCE CORNER, 3.1
 GA1958'FEET SOUTHEAST OF THE GARAGE, 13 FEET NORTH OF THE HIGHWAY,
 GA1958'5.4 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST, 1 MILE WEST
 GA1958'OF BLAZER BROTHERS SERVICE STATION AT PARROTTSVILLE.  A STANDARD
 GA1958'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1952 ***********************************************************************
 GA1952  DESIGNATION -  R 119
 GA1952  PID         -  GA1952
 GA1952  STATE/COUNTY-  TN/COCKE
 GA1952  USGS QUAD   -  RANKIN (1980)
 GA1952
 GA1952                         *CURRENT SURVEY CONTROL
 GA1952  ___________________________________________________________________
 GA1952* NAD 83(1986)-  36 05 39.     (N)    083 11 41.     (W)     SCALED    
 GA1952* NAVD 88     -       351.702  (meters)    1153.88   (feet)  ADJUSTED  
 GA1952  ___________________________________________________________________
 GA1952  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA1952  DYNAMIC HT  -         351.375 (meters)    1152.80  (feet)  COMP
 GA1952  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 GA1952
 GA1952  VERT ORDER  -  SECOND    CLASS 0
 GA1952
 GA1952.The horizontal coordinates were scaled from a topographic map and have
 GA1952.an estimated accuracy of +/- 6 seconds.
 GA1952
 GA1952.The orthometric height was determined by differential leveling
 GA1952.and adjusted by the National Geodetic Survey in June 1991..
 GA1952
 GA1952.The geoid height was determined by GEOID03.
 GA1952
 GA1952.The dynamic height is computed by dividing the NAVD 88
 GA1952.geopotential number by the normal gravity value computed on the
 GA1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1952.degrees latitude (g = 980.6199 gals.).
 GA1952
 GA1952.The modeled gravity was interpolated from observed gravity values.
 GA1952
 GA1952;                    North         East    Units  Estimated Accuracy
 GA1952;SPC TN       -   198,980.      852,590.      MT  (+/- 180 meters Scaled)
 GA1952
 GA1952                          SUPERSEDED SURVEY CONTROL
 GA1952
 GA1952  NGVD 29 (??/??/92)  351.852  (m)         1154.37   (f) ADJ UNCH    2 0
 GA1952
 GA1952.Superseded values are not recommended for survey control.
 GA1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1952.See file dsdata.txt to determine how the superseded data were derived.
 GA1952
 GA1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024966(NAD 83)
 GA1952_MARKER: DB = BENCH MARK DISK
 GA1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1952_STAMPING: R 119 1935
 GA1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1952+STABILITY: SURFACE MOTION
 GA1952
 GA1952  HISTORY     - Date     Condition        Report By
 GA1952  HISTORY     - 1935     MONUMENTED       CGS
 GA1952  HISTORY     - 1971     GOOD             TNDT
 GA1952
 GA1952                          STATION DESCRIPTION
 GA1952
 GA1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1952'4.6 MI NE FROM RANKIN.
 GA1952'4.6 MILES NORTHEAST ALONG A ROAD LEADING TO U.S. HIGHWAY 25 E
 GA1952'FROM THE POST OFFICE AT RANKIN, AT THE NEW HOME CHURCH, 5.2
 GA1952'FEET WEST OF THE PORCH, 1 FOOT NORTH OF THE NORTH FACE OF THE
 GA1952'BUILDING, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET
 GA1952'HIGHER THAN THE ROAD, 2 MILES NORTHWEST OF LIBERTY HILL, 0.1
 GA1952'MILE WEST OF CROSS ROADS AT REDWINE AND 100 FEET NORTHWEST OF
 GA1952'CHURCH.  A STANDARD DISK, STAMPED R 119 1935 AND SET IN THE
 GA1952'TOP OF A CONCRETE POST.
 GA1952
 GA1952                          STATION RECOVERY (1971)
 GA1952
 GA1952'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1952'HWY 25 E NOW SR 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0709 ***********************************************************************
 GD0709  DESIGNATION -  R 12
 GD0709  PID         -  GD0709
 GD0709  STATE/COUNTY-  TN/LAKE
 GD0709  USGS QUAD   -  TIPTONVILLE (1981)
 GD0709
 GD0709                         *CURRENT SURVEY CONTROL
 GD0709  ___________________________________________________________________
 GD0709* NAD 83(1986)-  36 27 21.     (N)    089 24 02.     (W)     SCALED    
 GD0709* NAVD 88     -        88.339  (meters)     289.83   (feet)  ADJUSTED  
 GD0709  ___________________________________________________________________
 GD0709  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0709  DYNAMIC HT  -          88.269 (meters)     289.60  (feet)  COMP
 GD0709  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 GD0709
 GD0709  VERT ORDER  -  FIRST     CLASS I
 GD0709
 GD0709.The horizontal coordinates were scaled from a topographic map and have
 GD0709.an estimated accuracy of +/- 6 seconds.
 GD0709
 GD0709.The orthometric height was determined by differential leveling
 GD0709.and adjusted by the National Geodetic Survey in June 1991..
 GD0709
 GD0709.The geoid height was determined by GEOID03.
 GD0709
 GD0709.The dynamic height is computed by dividing the NAVD 88
 GD0709.geopotential number by the normal gravity value computed on the
 GD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0709.degrees latitude (g = 980.6199 gals.).
 GD0709
 GD0709.The modeled gravity was interpolated from observed gravity values.
 GD0709
 GD0709;                    North         East    Units  Estimated Accuracy
 GD0709;SPC TN       -   240,790.      295,230.      MT  (+/- 180 meters Scaled)
 GD0709
 GD0709                          SUPERSEDED SURVEY CONTROL
 GD0709
 GD0709  NGVD 29 (??/??/??)   88.271  (m)          289.60   (f) ADJUSTED    1 1
 GD0709
 GD0709.Superseded values are not recommended for survey control.
 GD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0709.See file dsdata.txt to determine how the superseded data were derived.
 GD0709
 GD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF848371(NAD 83)
 GD0709_MARKER: DB = BENCH MARK DISK
 GD0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0709_STAMPING: R 12 1933
 GD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0709+STABILITY: SURFACE MOTION
 GD0709
 GD0709  HISTORY     - Date     Condition        Report By
 GD0709  HISTORY     - 1933     MONUMENTED       CGS
 GD0709  HISTORY     - 1974     GOOD             NGS
 GD0709  HISTORY     - 20020801 POOR             USACE
 GD0709
 GD0709                          STATION DESCRIPTION
 GD0709
 GD0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0709'IN NEW MARKHAM.
 GD0709'AT MARKHAM, NEAR THE JUNCTION OF STATE HIGHWAY 78 AND A BLACKTOP ROAD
 GD0709'LEADING NORTHWEST AND CROSSING THE ILLINOIS CENTRAL RAILROAD, SET IN
 GD0709'THE NORTHWEST CORNER OF A LAWN OF A FRAME HOUSE, INSIDE HEDGE ROW
 GD0709'AROUND LAWN, 141 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING OF
 GD0709'BLACKTOP ROAD AND TRACKS, 74.9 FEET NORTH OF THE NORTHWEST CORNER OF
 GD0709'THE HOUSE, 52.6 FEET WEST OF THE SOUTHWEST CORNER OF THE COTTON GIN
 GD0709'SCALES BUILDING, 44 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 GD0709'78, 1 FOOT ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 GD0709'0.8 FOOT.
 GD0709
 GD0709                          STATION RECOVERY (2002)
 GD0709
 GD0709'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0709'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0698 ***********************************************************************
 FB0698  DESIGNATION -  R 121
 FB0698  PID         -  FB0698
 FB0698  STATE/COUNTY-  TN/COCKE
 FB0698  USGS QUAD   -  PAINT ROCK (1991)
 FB0698
 FB0698                         *CURRENT SURVEY CONTROL
 FB0698  ___________________________________________________________________
 FB0698* NAD 83(1986)-  35 56 14.     (N)    082 54 23.     (W)     SCALED    
 FB0698* NAVD 88     -       380.788  (meters)    1249.30   (feet)  ADJUSTED  
 FB0698  ___________________________________________________________________
 FB0698  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB0698  DYNAMIC HT  -         380.417 (meters)    1248.08  (feet)  COMP
 FB0698  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FB0698
 FB0698  VERT ORDER  -  FIRST     CLASS I
 FB0698
 FB0698.The horizontal coordinates were scaled from a topographic map and have
 FB0698.an estimated accuracy of +/- 6 seconds.
 FB0698
 FB0698.The orthometric height was determined by differential leveling
 FB0698.and adjusted by the National Geodetic Survey in June 1991..
 FB0698.WARNING-Repeat measurements at this control monument indicate possible
 FB0698.vertical movement.
 FB0698
 FB0698.The geoid height was determined by GEOID03.
 FB0698
 FB0698.The dynamic height is computed by dividing the NAVD 88
 FB0698.geopotential number by the normal gravity value computed on the
 FB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0698.degrees latitude (g = 980.6199 gals.).
 FB0698
 FB0698.The modeled gravity was interpolated from observed gravity values.
 FB0698
 FB0698;                    North         East    Units  Estimated Accuracy
 FB0698;SPC TN       -   182,360.      879,090.      MT  (+/- 180 meters Scaled)
 FB0698
 FB0698                          SUPERSEDED SURVEY CONTROL
 FB0698
 FB0698  NGVD 29 (??/??/92)  380.936  (m)         1249.79   (f) ADJ UNCH    1 1
 FB0698
 FB0698.Superseded values are not recommended for survey control.
 FB0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0698.See file dsdata.txt to determine how the superseded data were derived.
 FB0698
 FB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV280786(NAD 83)
 FB0698_MARKER: DB = BENCH MARK DISK
 FB0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0698_SP_SET: ABUTMENT
 FB0698_STAMPING: R 121 1935
 FB0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0698
 FB0698  HISTORY     - Date     Condition        Report By
 FB0698  HISTORY     - 1935     MONUMENTED       CGS
 FB0698  HISTORY     - 1967     GOOD             NGS
 FB0698
 FB0698                          STATION DESCRIPTION
 FB0698
 FB0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0698'1.8 MI NW FROM PAINT ROCK NC.
 FB0698'ABOUT 1.85 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0698'RAILROAD FROM THE RAILROAD BRIDGE OVER GRASS CREEK AT PAINT ROCK,
 FB0698'NORTH CAROLINA, OR ABOUT 9.15 MILES EAST ALONG THE SOUTHERN
 FB0698'RAILWAY COMPANY RAILROAD FROM THE STATION AT DEL RIO, TENNESSEE,
 FB0698'165 FEET NORTH OF MILEPOST 186, AT THE SOUTH END OF THE UPPER
 FB0698'TWIN BRIDGE OVER THE FRENCH BROAD RIVER, 4 1/2 FEET WEST OF THE
 FB0698'WEST RAIL OF THE TRACK, SET IN THE TOP OF THE WEST END OF THE
 FB0698'SOUTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE, AND ABOUT 1 FOOT
 FB0698'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1315 ***********************************************************************
 FB1315  DESIGNATION -  R 122
 FB1315  PID         -  FB1315
 FB1315  STATE/COUNTY-  TN/COCKE
 FB1315  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1315
 FB1315                         *CURRENT SURVEY CONTROL
 FB1315  ___________________________________________________________________
 FB1315* NAD 83(1986)-  35 54 11.     (N)    083 04 36.     (W)     SCALED    
 FB1315* NAVD 88     -       459.74   (+/-2cm)    1508.3    (feet)  VERTCON   
 FB1315  ___________________________________________________________________
 FB1315  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1315
 FB1315  VERT ORDER  -  ? (See Below)
 FB1315
 FB1315.The horizontal coordinates were scaled from a topographic map and have
 FB1315.an estimated accuracy of +/- 6 seconds.
 FB1315
 FB1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1315.The vertical order pertains to the NGVD 29 superseded value.
 FB1315
 FB1315.The geoid height was determined by GEOID03.
 FB1315
 FB1315;                    North         East    Units  Estimated Accuracy
 FB1315;SPC TN       -   178,100.      863,850.      MT  (+/- 180 meters Scaled)
 FB1315
 FB1315                          SUPERSEDED SURVEY CONTROL
 FB1315
 FB1315  NGVD 29 (??/??/92)  459.885  (m)         1508.81   (f) ADJ UNCH    ?  
 FB1315
 FB1315.Superseded values are not recommended for survey control.
 FB1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1315.See file dsdata.txt to determine how the superseded data were derived.
 FB1315
 FB1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV125751(NAD 83)
 FB1315_MARKER: DB = BENCH MARK DISK
 FB1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1315_STAMPING: R 122 1935
 FB1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1315+STABILITY: SURFACE MOTION
 FB1315
 FB1315  HISTORY     - Date     Condition        Report By
 FB1315  HISTORY     - 1935     MONUMENTED       CGS
 FB1315  HISTORY     - 1949     GOOD             NGS
 FB1315
 FB1315                          STATION DESCRIPTION
 FB1315
 FB1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1315'4 MI S FROM WEST MYERS.
 FB1315'4.0 MILES SOUTH ALONG PIGEONROOST TRAIL AND FLAT BRANCH TRAIL
 FB1315'FROM WEST MYERS, COCKE COUNTY, 3.9 MILES SOUTHWEST OF DEL RIO,
 FB1315'ON THE PROPERTY OF THE TURNER HEIRS, 85 FEET SOUTHWEST OF FLAT
 FB1315'BRANCH TRAIL, 74.6 FEET SOUTHWEST OF A 30-INCH OAK TREE, 72.1 FEET
 FB1315'SOUTH OF AN 8-INCH PERSIMMON TREE, 60 FEET SOUTHWEST OF FLAT
 FB1315'BRANCH, AT THE FOX HOUSE, AND 1.9 FEET NORTHEAST OF THE NORTHEAST
 FB1315'CORNER.  A STANDARD DISK, STAMPED R 122 1935 AND SET IN THE TOP
 FB1315'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0448 ***********************************************************************
 GA0448  DESIGNATION -  R 123
 GA0448  PID         -  GA0448
 GA0448  STATE/COUNTY-  TN/CARTER
 GA0448  USGS QUAD   -  ELIZABETHTON (1968)
 GA0448
 GA0448                         *CURRENT SURVEY CONTROL
 GA0448  ___________________________________________________________________
 GA0448* NAD 83(1986)-  36 17 09.     (N)    082 09 09.     (W)     SCALED    
 GA0448* NAVD 88     -       567.436  (meters)    1861.66   (feet)  ADJUSTED  
 GA0448  ___________________________________________________________________
 GA0448  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0448  DYNAMIC HT  -         566.878 (meters)    1859.83  (feet)  COMP
 GA0448  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 GA0448
 GA0448  VERT ORDER  -  SECOND    CLASS 0
 GA0448
 GA0448.The horizontal coordinates were scaled from a topographic map and have
 GA0448.an estimated accuracy of +/- 6 seconds.
 GA0448
 GA0448.The orthometric height was determined by differential leveling
 GA0448.and adjusted by the National Geodetic Survey in June 1991..
 GA0448
 GA0448.The geoid height was determined by GEOID03.
 GA0448
 GA0448.The dynamic height is computed by dividing the NAVD 88
 GA0448.geopotential number by the normal gravity value computed on the
 GA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0448.degrees latitude (g = 980.6199 gals.).
 GA0448
 GA0448.The modeled gravity was interpolated from observed gravity values.
 GA0448
 GA0448;                    North         East    Units  Estimated Accuracy
 GA0448;SPC TN       -   223,420.      945,550.      MT  (+/- 180 meters Scaled)
 GA0448
 GA0448                          SUPERSEDED SURVEY CONTROL
 GA0448
 GA0448  NGVD 29 (??/??/92)  567.566  (m)         1862.09   (f) ADJ UNCH    2 0
 GA0448
 GA0448.Superseded values are not recommended for survey control.
 GA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0448.See file dsdata.txt to determine how the superseded data were derived.
 GA0448
 GA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA965162(NAD 83)
 GA0448_MARKER: DB = BENCH MARK DISK
 GA0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0448_SP_SET: BRIDGE
 GA0448_STAMPING: R 123 1935
 GA0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0448
 GA0448  HISTORY     - Date     Condition        Report By
 GA0448  HISTORY     - 1935     MONUMENTED       CGS
 GA0448
 GA0448                          STATION DESCRIPTION
 GA0448
 GA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0448'1.4 MI E FROM HAMPTON.
 GA0448'1.4 MILES EAST ALONG STATE HIGHWAY 67 FROM THE SOUTHERN RAILWAY
 GA0448'STATION AT HAMPTON, CARTER COUNTY, 102 YARDS NORTHEAST OF THE
 GA0448'HOUSTON CARDEN RESIDENCE, 20 YARDS SOUTH OF A ROAD JUNCTION,
 GA0448'4 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AT A BRIDGE OVER
 GA0448'LAUREL FORK, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT,
 GA0448'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0940 ***********************************************************************
 FB0940  DESIGNATION -  R 125
 FB0940  PID         -  FB0940
 FB0940  STATE/COUNTY-  TN/COCKE
 FB0940  USGS QUAD   -  LEMON GAP (1976)
 FB0940
 FB0940                         *CURRENT SURVEY CONTROL
 FB0940  ___________________________________________________________________
 FB0940* NAD 83(1986)-  35 51 40.     (N)    082 58 48.     (W)     SCALED    
 FB0940* NAVD 88     -       622.44   (+/-2cm)    2042.1    (feet)  VERTCON   
 FB0940  ___________________________________________________________________
 FB0940  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FB0940
 FB0940  VERT ORDER  -  ? (See Below)
 FB0940
 FB0940.The horizontal coordinates were scaled from a topographic map and have
 FB0940.an estimated accuracy of +/- 6 seconds.
 FB0940
 FB0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0940.The vertical order pertains to the NGVD 29 superseded value.
 FB0940
 FB0940.The geoid height was determined by GEOID03.
 FB0940
 FB0940;                    North         East    Units  Estimated Accuracy
 FB0940;SPC TN       -   173,710.      872,710.      MT  (+/- 180 meters Scaled)
 FB0940
 FB0940                          SUPERSEDED SURVEY CONTROL
 FB0940
 FB0940  NGVD 29 (??/??/92)  622.558  (m)         2042.51   (f) ADJ UNCH    ?  
 FB0940
 FB0940.Superseded values are not recommended for survey control.
 FB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0940.See file dsdata.txt to determine how the superseded data were derived.
 FB0940
 FB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV212703(NAD 83)
 FB0940_MARKER: DB = BENCH MARK DISK
 FB0940_SETTING: 80 = SET IN A BOULDER
 FB0940_SP_SET: BOULDER
 FB0940_STAMPING: R 125 1935
 FB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0940+STABILITY: SURFACE MOTION
 FB0940
 FB0940  HISTORY     - Date     Condition        Report By
 FB0940  HISTORY     - 1935     MONUMENTED       CGS
 FB0940  HISTORY     - 1955     GOOD             NGS
 FB0940
 FB0940                          STATION DESCRIPTION
 FB0940
 FB0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0940'6.8 MI SE FROM DEL RIO.
 FB0940'6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0940'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE 2.9
 FB0940'MILES SOUTHEAST ALONG THE JONESTOWN ROAD, AND THENCE 0.9 MILES
 FB0940'SOUTHEAST ALONG THE ROUND MOUNTAIN ROAD, 160 FEET SOUTH OF A
 FB0940'HAIRPIN CURVE IN THE ROAD AND THE JUNCTION OF AN OLD ROAD
 FB0940'LEADING UP TO A HOLLOW, 8 FEET SOUTHEAST OF THE ROAD, IN THE
 FB0940'TOP OF THE EAST END OF A BOULDER, AND 2 FEET HIGHER THAN THE
 FB0940'ROAD.  A STANDARD DISK, STAMPED R 125 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2046 ***********************************************************************
 FB2046  DESIGNATION -  R 127
 FB2046  PID         -  FB2046
 FB2046  STATE/COUNTY-  TN/BLOUNT
 FB2046  USGS QUAD   -  GATLINBURG (1979)
 FB2046
 FB2046                         *CURRENT SURVEY CONTROL
 FB2046  ___________________________________________________________________
 FB2046* NAD 83(1986)-  35 41 13.     (N)    083 35 34.     (W)     SCALED    
 FB2046* NAVD 88     -       345.89   (+/-2cm)    1134.8    (feet)  VERTCON   
 FB2046  ___________________________________________________________________
 FB2046  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FB2046
 FB2046  VERT ORDER  -  ? (See Below)
 FB2046
 FB2046.The horizontal coordinates were scaled from a topographic map and have
 FB2046.an estimated accuracy of +/- 6 seconds.
 FB2046
 FB2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2046.The vertical order pertains to the NGVD 29 superseded value.
 FB2046
 FB2046.The geoid height was determined by GEOID03.
 FB2046
 FB2046;                    North         East    Units  Estimated Accuracy
 FB2046;SPC TN       -   152,860.      817,870.      MT  (+/- 180 meters Scaled)
 FB2046
 FB2046                          SUPERSEDED SURVEY CONTROL
 FB2046
 FB2046  NGVD 29 (??/??/92)  345.961  (m)         1135.04   (f) ADJ UNCH    ?  
 FB2046
 FB2046.Superseded values are not recommended for survey control.
 FB2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2046.See file dsdata.txt to determine how the superseded data were derived.
 FB2046
 FB2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653523(NAD 83)
 FB2046_MARKER: DB = BENCH MARK DISK
 FB2046_SETTING: 66 = SET IN ROCK OUTCROP
 FB2046_SP_SET: ROCK OUTCROP
 FB2046_STAMPING: R 127 1935
 FB2046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2046+STABILITY: POSITION/ELEVATION WELL
 FB2046
 FB2046  HISTORY     - Date     Condition        Report By
 FB2046  HISTORY     - 1935     MONUMENTED       CGS
 FB2046  HISTORY     - 1972     GOOD             LOCENG
 FB2046
 FB2046                          STATION DESCRIPTION
 FB2046
 FB2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2046'0.9 MI E FROM TOWNSEND.
 FB2046'0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM TOWNSEND, THENCE 1.5
 FB2046'MILES NORTHEAST ALONG THE WEAR VALLEY ROAD, 110 FEET SOUTHEAST
 FB2046'OF A LARGE BARN IN A HOLLOW, 75 FEET NORTHWEST OF THE HOWARD ODOM
 FB2046'HOUSE, 68.9 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN LOT,
 FB2046'38.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE GARDEN, 20
 FB2046'FEET NORTHEAST OF THE ROAD, AT THE BASE OF A ROCK BLUFF, IN THE
 FB2046'TOP OF A ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 FB2046'A STANDARD DISK, STAMPED R 127 1935.
 FB2046
 FB2046                          STATION RECOVERY (1972)
 FB2046
 FB2046'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FB2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0781 ***********************************************************************
 GD0781  DESIGNATION -  R 13
 GD0781  PID         -  GD0781
 GD0781  STATE/COUNTY-  TN/OBION
 GD0781  USGS QUAD   -  OBION (1983)
 GD0781
 GD0781                         *CURRENT SURVEY CONTROL
 GD0781  ___________________________________________________________________
 GD0781* NAD 83(1986)-  36 21 59.     (N)    089 09 17.     (W)     SCALED    
 GD0781* NAVD 88     -       135.531  (meters)     444.65   (feet)  ADJUSTED  
 GD0781  ___________________________________________________________________
 GD0781  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0781  DYNAMIC HT  -         135.420 (meters)     444.29  (feet)  COMP
 GD0781  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GD0781
 GD0781  VERT ORDER  -  SECOND    CLASS 0
 GD0781
 GD0781.The horizontal coordinates were scaled from a topographic map and have
 GD0781.an estimated accuracy of +/- 6 seconds.
 GD0781
 GD0781.The orthometric height was determined by differential leveling
 GD0781.and adjusted by the National Geodetic Survey in June 1991..
 GD0781
 GD0781.The geoid height was determined by GEOID03.
 GD0781
 GD0781.The dynamic height is computed by dividing the NAVD 88
 GD0781.geopotential number by the normal gravity value computed on the
 GD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0781.degrees latitude (g = 980.6199 gals.).
 GD0781
 GD0781.The modeled gravity was interpolated from observed gravity values.
 GD0781
 GD0781;                    North         East    Units  Estimated Accuracy
 GD0781;SPC TN       -   230,130.      316,930.      MT  (+/- 180 meters Scaled)
 GD0781
 GD0781                          SUPERSEDED SURVEY CONTROL
 GD0781
 GD0781  NGVD 29 (??/??/??)  135.505  (m)          444.57   (f) ADJUSTED    2 0
 GD0781
 GD0781.Superseded values are not recommended for survey control.
 GD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0781.See file dsdata.txt to determine how the superseded data were derived.
 GD0781
 GD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF066267(NAD 83)
 GD0781_MARKER: DB = BENCH MARK DISK
 GD0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0781_STAMPING: R 13 1935
 GD0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0781+STABILITY: SURFACE MOTION
 GD0781
 GD0781  HISTORY     - Date     Condition        Report By
 GD0781  HISTORY     - 1935     MONUMENTED       CGS
 GD0781  HISTORY     - 1967     GOOD             CGS
 GD0781  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0781
 GD0781                          STATION DESCRIPTION
 GD0781
 GD0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0781'2 MI N FROM TROY.
 GD0781'THE MARK IS ABOUT 2.0 MILES NORTH ALONG OLD U.S. HIGHWAY 51 FROM
 GD0781'ITS JUNCTION WITH STATE ROUTE 21 AT THE SOUTHEAST CORNER OF THE
 GD0781'PUBLIC SQUARE IN TROY.  IT IS ABOUT 150 YARDS NORTHEAST OF THE
 GD0781'JUNCTION OF HACKMAN ROAD, IN THE NORTHEAST ANGLE OF THE CORNER
 GD0781'OF A TRIANGLE FORMED BY THE JUNCTION OF A PAVED ROAD LEADING
 GD0781'NORTH, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF OLD
 GD0781'U.S. HIGHWAY 51, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GD0781'PAVED ROAD WEST, 6 FEET WEST OF A POWERLINE POLE, AND 0.5 OF A
 GD0781'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD0781'BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 GD0781'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED R 13
 GD0781'1935.
 GD0781
 GD0781                          STATION RECOVERY (2002)
 GD0781
 GD0781'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0656 ***********************************************************************
 GB0656  DESIGNATION -  R 131
 GB0656  PID         -  GB0656
 GB0656  STATE/COUNTY-  TN/ANDERSON
 GB0656  USGS QUAD   -  LAKE CITY (1973)
 GB0656
 GB0656                         *CURRENT SURVEY CONTROL
 GB0656  ___________________________________________________________________
 GB0656* NAD 83(1986)-  36 14 05.     (N)    084 08 35.     (W)     SCALED    
 GB0656* NAVD 88     -       350.466  (meters)    1149.82   (feet)  ADJUSTED  
 GB0656  ___________________________________________________________________
 GB0656  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0656  DYNAMIC HT  -         350.152 (meters)    1148.79  (feet)  COMP
 GB0656  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 GB0656
 GB0656  VERT ORDER  -  SECOND    CLASS 0
 GB0656
 GB0656.The horizontal coordinates were scaled from a topographic map and have
 GB0656.an estimated accuracy of +/- 6 seconds.
 GB0656
 GB0656.The orthometric height was determined by differential leveling
 GB0656.and adjusted by the National Geodetic Survey in June 1991..
 GB0656
 GB0656.The geoid height was determined by GEOID03.
 GB0656
 GB0656.The dynamic height is computed by dividing the NAVD 88
 GB0656.geopotential number by the normal gravity value computed on the
 GB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0656.degrees latitude (g = 980.6199 gals.).
 GB0656
 GB0656.The modeled gravity was interpolated from observed gravity values.
 GB0656
 GB0656;                    North         East    Units  Estimated Accuracy
 GB0656;SPC TN       -   212,540.      766,920.      MT  (+/- 180 meters Scaled)
 GB0656
 GB0656                          SUPERSEDED SURVEY CONTROL
 GB0656
 GB0656  NGVD 29 (??/??/92)  350.599  (m)         1150.26   (f) ADJ UNCH    2 0
 GB0656
 GB0656.Superseded values are not recommended for survey control.
 GB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0656.See file dsdata.txt to determine how the superseded data were derived.
 GB0656
 GB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567137(NAD 83)
 GB0656_MARKER: DD = SURVEY DISK
 GB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0656_STAMPING: R 131 1936
 GB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0656+STABILITY: SURFACE MOTION
 GB0656
 GB0656  HISTORY     - Date     Condition        Report By
 GB0656  HISTORY     - 1936     MONUMENTED       TVA
 GB0656  HISTORY     - 1949     GOOD             NGS
 GB0656  HISTORY     - 1973     GOOD             TVA
 GB0656
 GB0656                          STATION DESCRIPTION
 GB0656
 GB0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0656'1.1 MI E FROM COAL CREEK.
 GB0656'1.1 MILES EAST ALONG T.V.A. FREEWAY FROM THE JUNCTION OF U.S.
 GB0656'HIGHWAY 25 W AT COAL CREEK, ANDERSON COUNTY, OPPOSITE A CURVE,
 GB0656'100 YARDS SOUTHWEST OF THE ROBERT GIBBS LARGE WHITE FRAMEHOUSE,
 GB0656'161.3 FEET EAST OF THE EAST END OF A GUARDRAIL, 56.1 FEET WEST
 GB0656'OF THE END OF A CONCRETE-PIPE CULVERT, 46.1 FEET NORTH OF THE
 GB0656'CENTERLINE OF THE FREEWAY, NEAR A STEEL POST WITH A CONTROL-MARKER
 GB0656'SIGN, AND IN LINE WITH A RIGHT-ANGLE PROPERTY FENCE.  A TENNESSEE
 GB0656'VALLEY AUTHORITY PROPERTY-SURVEY STANDARD DISK, STAMPED R 131
 GB0656'1936 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS
 GB0656'5.7 FEET N.W. OF FENCE POST, 17.2 FEET WEST OF POWER POLE AND
 GB0656'3.7 FEET N.W. OF FENCE.
 GB0656
 GB0656                          STATION RECOVERY (1973)
 GB0656
 GB0656'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2327 ***********************************************************************
 GA2327  DESIGNATION -  R 132
 GA2327  PID         -  GA2327
 GA2327  STATE/COUNTY-  TN/CAMPBELL
 GA2327  USGS QUAD   -  WELL SPRING (1980)
 GA2327
 GA2327                         *CURRENT SURVEY CONTROL
 GA2327  ___________________________________________________________________
 GA2327* NAD 83(1986)-  36 26 41.     (N)    083 57 32.     (W)     SCALED    
 GA2327* NAVD 88     -       319.898  (meters)    1049.53   (feet)  ADJUSTED  
 GA2327  ___________________________________________________________________
 GA2327  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GA2327  DYNAMIC HT  -         319.614 (meters)    1048.60  (feet)  COMP
 GA2327  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 GA2327
 GA2327  VERT ORDER  -  SECOND    CLASS 0
 GA2327
 GA2327.The horizontal coordinates were scaled from a topographic map and have
 GA2327.an estimated accuracy of +/- 6 seconds.
 GA2327
 GA2327.The orthometric height was determined by differential leveling
 GA2327.and adjusted by the National Geodetic Survey in June 1991..
 GA2327
 GA2327.The geoid height was determined by GEOID03.
 GA2327
 GA2327.The dynamic height is computed by dividing the NAVD 88
 GA2327.geopotential number by the normal gravity value computed on the
 GA2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2327.degrees latitude (g = 980.6199 gals.).
 GA2327
 GA2327.The modeled gravity was interpolated from observed gravity values.
 GA2327
 GA2327;                    North         East    Units  Estimated Accuracy
 GA2327;SPC TN       -   236,170.      782,980.      MT  (+/- 180 meters Scaled)
 GA2327
 GA2327                          SUPERSEDED SURVEY CONTROL
 GA2327
 GA2327  NGVD 29 (??/??/92)  320.044  (m)         1050.01   (f) ADJ UNCH    2 0
 GA2327
 GA2327.Superseded values are not recommended for survey control.
 GA2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2327.See file dsdata.txt to determine how the superseded data were derived.
 GA2327
 GA2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA347373(NAD 83)
 GA2327_MARKER: DB = BENCH MARK DISK
 GA2327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2327_SP_SET: CONCRETE WATER TABLE
 GA2327_STAMPING: R 132 1936
 GA2327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2327
 GA2327  HISTORY     - Date     Condition        Report By
 GA2327  HISTORY     - 1936     MONUMENTED       CGS
 GA2327  HISTORY     - 1949     GOOD             NGS
 GA2327
 GA2327                          STATION DESCRIPTION
 GA2327
 GA2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2327'11.1 MI E FROM LA FOLLETTE.
 GA2327'11.1 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2327'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 4.5
 GA2327'MILES EAST OF THE VALLEY VIEW SCHOOL, 4.6 MILES WEST OF THE
 GA2327'SPEEDWELL CHURCH, IN THE SOUTH WALL OF THE WELL SPRINGS SCHOOL,
 GA2327'AT THE SOUTHWEST CORNER, IN THE CONCRETE WATER TABLE, AND ABOUT
 GA2327'2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED R 132 1936 AND SET
 GA2327'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0858 ***********************************************************************
 GD0858  DESIGNATION -  R 133
 GD0858  PID         -  GD0858
 GD0858  STATE/COUNTY-  TN/LAKE
 GD0858  USGS QUAD   -  TENNEMO (1983)
 GD0858
 GD0858                         *CURRENT SURVEY CONTROL
 GD0858  ___________________________________________________________________
 GD0858* NAD 83(1986)-  36 14 20.     (N)    089 32 26.     (W)     SCALED    
 GD0858* NAVD 88     -        84.812  (meters)     278.25   (feet)  ADJUSTED  
 GD0858  ___________________________________________________________________
 GD0858  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0858  DYNAMIC HT  -          84.742 (meters)     278.02  (feet)  COMP
 GD0858  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0858
 GD0858  VERT ORDER  -  FIRST     CLASS II
 GD0858
 GD0858.The horizontal coordinates were scaled from a topographic map and have
 GD0858.an estimated accuracy of +/- 6 seconds.
 GD0858
 GD0858.The orthometric height was determined by differential leveling
 GD0858.and adjusted by the National Geodetic Survey in June 1991..
 GD0858
 GD0858.The geoid height was determined by GEOID03.
 GD0858
 GD0858.The dynamic height is computed by dividing the NAVD 88
 GD0858.geopotential number by the normal gravity value computed on the
 GD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0858.degrees latitude (g = 980.6199 gals.).
 GD0858
 GD0858.The modeled gravity was interpolated from observed gravity values.
 GD0858
 GD0858;                    North         East    Units  Estimated Accuracy
 GD0858;SPC TN       -   217,180.      281,810.      MT  (+/- 180 meters Scaled)
 GD0858
 GD0858                          SUPERSEDED SURVEY CONTROL
 GD0858
 GD0858  NGVD 29 (??/??/??)   84.737  (m)          278.01   (f) ADJUSTED    1 2
 GD0858
 GD0858.Superseded values are not recommended for survey control.
 GD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0858.See file dsdata.txt to determine how the superseded data were derived.
 GD0858
 GD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF716134(NAD 83)
 GD0858_MARKER: DB = BENCH MARK DISK
 GD0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0858_STAMPING: R 133 1957
 GD0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0858+STABILITY: SURFACE MOTION
 GD0858
 GD0858  HISTORY     - Date     Condition        Report By
 GD0858  HISTORY     - 1957     MONUMENTED       CGS
 GD0858  HISTORY     - 1970     GOOD             NGS
 GD0858  HISTORY     - 20020720 POOR             USACE
 GD0858
 GD0858                          STATION DESCRIPTION
 GD0858
 GD0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0858'3.7 MI SW FROM RIDGELY.
 GD0858'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0858'RAILROAD STATION AT RIDGELY, THENCE ABOUT 2.2 MILES SOUTH AND
 GD0858'SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.9 MILE NORTH OF JUNCTION
 GD0858'OF HIGHWAY 79 AND CROSSING OF LEVEE AND HIGHWAY, ON RIVER SIDE
 GD0858'OF LEVEE, 240 FEET WEST AND ACROSS LEVEE FROM CENTER LINE OF ROAD,
 GD0858'AT A FLOOD GATE IN LEVEE, IN THE TOP OF THE NORTHEST CORNER
 GD0858'OF CONCRETE STRUCTURE OF FLOOD GATE CONTROL VALVES, AND ABOUT
 GD0858'8 FEET ABOVE GROUND.
 GD0858
 GD0858                          STATION RECOVERY (1970)
 GD0858
 GD0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GD0858'RECOVERED IN GOOD CONDITION.
 GD0858
 GD0858                          STATION RECOVERY (2002)
 GD0858
 GD0858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0858'STRUCTURE HAS BEEN REPLACED WITH NEW STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0939 ***********************************************************************
 FE0939  DESIGNATION -  R 134
 FE0939  PID         -  FE0939
 FE0939  STATE/COUNTY-  TN/LAUDERDALE
 FE0939  USGS QUAD   -  GATES (1983)
 FE0939
 FE0939                         *CURRENT SURVEY CONTROL
 FE0939  ___________________________________________________________________
 FE0939* NAD 83(1986)-  35 49 47.     (N)    089 25 31.     (W)     SCALED    
 FE0939* NAVD 88     -        99.103  (meters)     325.14   (feet)  ADJUSTED  
 FE0939  ___________________________________________________________________
 FE0939  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0939  DYNAMIC HT  -          99.018 (meters)     324.86  (feet)  COMP
 FE0939  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 FE0939
 FE0939  VERT ORDER  -  FIRST     CLASS I
 FE0939
 FE0939.The horizontal coordinates were scaled from a topographic map and have
 FE0939.an estimated accuracy of +/- 6 seconds.
 FE0939
 FE0939.The orthometric height was determined by differential leveling
 FE0939.and adjusted by the National Geodetic Survey in June 1991..
 FE0939
 FE0939.The geoid height was determined by GEOID03.
 FE0939
 FE0939.The dynamic height is computed by dividing the NAVD 88
 FE0939.geopotential number by the normal gravity value computed on the
 FE0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0939.degrees latitude (g = 980.6199 gals.).
 FE0939
 FE0939.The modeled gravity was interpolated from observed gravity values.
 FE0939
 FE0939;                    North         East    Units  Estimated Accuracy
 FE0939;SPC TN       -   171,440.      290,580.      MT  (+/- 180 meters Scaled)
 FE0939
 FE0939                          SUPERSEDED SURVEY CONTROL
 FE0939
 FE0939  NGVD 29 (??/??/??)   99.050  (m)          324.97   (f) ADJUSTED    1 1
 FE0939
 FE0939.Superseded values are not recommended for survey control.
 FE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0939.See file dsdata.txt to determine how the superseded data were derived.
 FE0939
 FE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE809677(NAD 83)
 FE0939_MARKER: DB = BENCH MARK DISK
 FE0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0939_SP_SET: CULVERT
 FE0939_STAMPING: R 134 1957
 FE0939_MARK LOGO: CGS   
 FE0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0939+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 FE0939
 FE0939  HISTORY     - Date     Condition        Report By
 FE0939  HISTORY     - 1957     MONUMENTED       CGS
 FE0939  HISTORY     - 1974     GOOD             NGS
 FE0939  HISTORY     - 20000330 GOOD             NGS
 FE0939  HISTORY     - 20020803 GOOD             USACE
 FE0939
 FE0939                          STATION DESCRIPTION
 FE0939
 FE0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0939'1.3 MI SW FROM GATES.
 FE0939'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE0939'OF STATE HIGHWAY 88 AT GATES, 0.1 MILE SOUTHWEST OF SEMAPHORE
 FE0939'J 329.1 ALONG ILLINOIS CENTRAL RAILROAD, ON THE OUTSIDE OF A
 FE0939'CURVE IN THE HIGHWAY, 50 FEET NORTHEAST OF THE CENTER LINE OF
 FE0939'A PRIVATE GRAVEL DRIVEWAY TO A FRAME HOUSE, 14.2 FEET NORTHWEST
 FE0939'OF THE CENTER LINE OF U.S. HIGHWAY 51, SET IN TOP OF THE
 FE0939'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A 4-FOOT
 FE0939'CONCRETE BOX CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
 FE0939
 FE0939                          STATION RECOVERY (2000)
 FE0939
 FE0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 FE0939'NO CHANGES.
 FE0939
 FE0939                          STATION RECOVERY (2002)
 FE0939
 FE0939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0939'OLD HWY 51 IS NOW STATE HWY 209.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0388 ***********************************************************************
 GD0388  DESIGNATION -  R 14
 GD0388  PID         -  GD0388
 GD0388  STATE/COUNTY-  TN/GIBSON
 GD0388  USGS QUAD   -  DYER (1985)
 GD0388
 GD0388                         *CURRENT SURVEY CONTROL
 GD0388  ___________________________________________________________________
 GD0388* NAD 83(1986)-  36 00 28.     (N)    088 58 05.     (W)     SCALED    
 GD0388* NAVD 88     -        95.406  (meters)     313.01   (feet)  ADJUSTED  
 GD0388  ___________________________________________________________________
 GD0388  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0388  DYNAMIC HT  -          95.325 (meters)     312.75  (feet)  COMP
 GD0388  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GD0388
 GD0388  VERT ORDER  -  SECOND    CLASS 0
 GD0388
 GD0388.The horizontal coordinates were scaled from a topographic map and have
 GD0388.an estimated accuracy of +/- 6 seconds.
 GD0388
 GD0388.The orthometric height was determined by differential leveling
 GD0388.and adjusted by the National Geodetic Survey in June 1991..
 GD0388
 GD0388.The geoid height was determined by GEOID03.
 GD0388
 GD0388.The dynamic height is computed by dividing the NAVD 88
 GD0388.geopotential number by the normal gravity value computed on the
 GD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0388.degrees latitude (g = 980.6199 gals.).
 GD0388
 GD0388.The modeled gravity was interpolated from observed gravity values.
 GD0388
 GD0388;                    North         East    Units  Estimated Accuracy
 GD0388;SPC TN       -   189,840.      332,470.      MT  (+/- 180 meters Scaled)
 GD0388
 GD0388                          SUPERSEDED SURVEY CONTROL
 GD0388
 GD0388  NGVD 29 (??/??/??)   95.442  (m)          313.13   (f) ADJUSTED    2 0
 GD0388
 GD0388.Superseded values are not recommended for survey control.
 GD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0388.See file dsdata.txt to determine how the superseded data were derived.
 GD0388
 GD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE226866(NAD 83)
 GD0388_MARKER: DB = BENCH MARK DISK
 GD0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0388_STAMPING: R 14 1935
 GD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0388+STABILITY: SURFACE MOTION
 GD0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0388+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0388
 GD0388  HISTORY     - Date     Condition        Report By
 GD0388  HISTORY     - 1935     MONUMENTED       CGS
 GD0388  HISTORY     - 1967     GOOD             CGS
 GD0388  HISTORY     - 20020826 GOOD             USACE
 GD0388
 GD0388                          STATION DESCRIPTION
 GD0388
 GD0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0388'2.3 MI N FROM TRENTON.
 GD0388'THE MARK IS ABOUT 2.3 MILES NORTH ALONG THE MOBILE AND OHIO
 GD0388'RAILROAD FROM THE CITY WATER WORKS IN TRENTON, 42 FEET NORTH
 GD0388'OF THE CENTER OF A GATE NORTH OF TRESTLE 416-54, 2.5 FEET SOUTH
 GD0388'OF A 14-INCH OAK TREE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 GD0388'AND 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GD0388'A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GD0388'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD0388'R 14 1935.
 GD0388
 GD0388                          STATION RECOVERY (2002)
 GD0388
 GD0388'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0513 ***********************************************************************
 FC0513  DESIGNATION -  R 15
 FC0513  PID         -  FC0513
 FC0513  STATE/COUNTY-  TN/MCMINN
 FC0513  USGS QUAD   -  ATHENS (1990)
 FC0513
 FC0513                         *CURRENT SURVEY CONTROL
 FC0513  ___________________________________________________________________
 FC0513* NAD 83(1986)-  35 26 56.     (N)    084 35 51.     (W)     SCALED    
 FC0513* NAVD 88     -       297.710  (meters)     976.74   (feet)  ADJUSTED  
 FC0513  ___________________________________________________________________
 FC0513  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0513  DYNAMIC HT  -         297.420 (meters)     975.79  (feet)  COMP
 FC0513  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 FC0513
 FC0513  VERT ORDER  -  FIRST     CLASS II
 FC0513
 FC0513.The horizontal coordinates were scaled from a topographic map and have
 FC0513.an estimated accuracy of +/- 6 seconds.
 FC0513
 FC0513.The orthometric height was determined by differential leveling
 FC0513.and adjusted by the National Geodetic Survey in June 1991..
 FC0513
 FC0513.The geoid height was determined by GEOID03.
 FC0513
 FC0513.The dynamic height is computed by dividing the NAVD 88
 FC0513.geopotential number by the normal gravity value computed on the
 FC0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0513.degrees latitude (g = 980.6199 gals.).
 FC0513
 FC0513.The modeled gravity was interpolated from observed gravity values.
 FC0513
 FC0513;                    North         East    Units  Estimated Accuracy
 FC0513;SPC TN       -   124,680.      727,320.      MT  (+/- 180 meters Scaled)
 FC0513
 FC0513                          SUPERSEDED SURVEY CONTROL
 FC0513
 FC0513  NGVD 29 (??/??/92)  297.777  (m)          976.96   (f) ADJ UNCH    1 2
 FC0513
 FC0513.Superseded values are not recommended for survey control.
 FC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0513.See file dsdata.txt to determine how the superseded data were derived.
 FC0513
 FC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE180254(NAD 83)
 FC0513_MARKER: DB = BENCH MARK DISK
 FC0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0513_SP_SET: BRIDGE
 FC0513_STAMPING: R 15 1933
 FC0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0513
 FC0513  HISTORY     - Date     Condition        Report By
 FC0513  HISTORY     - 1933     MONUMENTED       CGS
 FC0513  HISTORY     - 1936     GOOD             NGS
 FC0513
 FC0513                          STATION DESCRIPTION
 FC0513
 FC0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FC0513'IN ATHENS.
 FC0513'IN TENNESSEE STATE HIGHWAY NO. 30 BRIDGE OVER SOUTHERN RAILROAD
 FC0513'JUST NORTH OF ATHENS STATION.  IN THE CENTER OF THE TOP OF
 FC0513'THE EAST CONCRETE FOUNDATION FOR BENT OF WOODEN POSTS SUPPORTING
 FC0513'EAST END OF BRIDGE.  180 FEET NORTH OF THE NORTH SIDE OF THE
 FC0513'SOUTHERN DEPOT, 27 FEET EAST OF THE EAST RAIL OF MAIN TRACK AND
 FC0513'13 FEET NORTH OF THE SOUTH END OF THE FOUNDATION.
 FC0513
 FC0513                          STATION RECOVERY (1936)
 FC0513
 FC0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 FC0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0514 ***********************************************************************
 FC0514  DESIGNATION -  R 15 RESET
 FC0514  PID         -  FC0514
 FC0514  STATE/COUNTY-  TN/MCMINN
 FC0514  USGS QUAD   -  ATHENS (1990)
 FC0514
 FC0514                         *CURRENT SURVEY CONTROL
 FC0514  ___________________________________________________________________
 FC0514* NAD 83(1986)-  35 26 56.     (N)    084 35 51.     (W)     SCALED    
 FC0514* NAVD 88     -       304.912  (meters)    1000.37   (feet)  ADJUSTED  
 FC0514  ___________________________________________________________________
 FC0514  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0514  DYNAMIC HT  -         304.615 (meters)     999.39  (feet)  COMP
 FC0514  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 FC0514
 FC0514  VERT ORDER  -  FIRST     CLASS I
 FC0514
 FC0514.The horizontal coordinates were scaled from a topographic map and have
 FC0514.an estimated accuracy of +/- 6 seconds.
 FC0514
 FC0514.The orthometric height was determined by differential leveling
 FC0514.and adjusted by the National Geodetic Survey in June 1991..
 FC0514
 FC0514.The geoid height was determined by GEOID03.
 FC0514
 FC0514.The dynamic height is computed by dividing the NAVD 88
 FC0514.geopotential number by the normal gravity value computed on the
 FC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0514.degrees latitude (g = 980.6199 gals.).
 FC0514
 FC0514.The modeled gravity was interpolated from observed gravity values.
 FC0514
 FC0514;                    North         East    Units  Estimated Accuracy
 FC0514;SPC TN       -   124,680.      727,320.      MT  (+/- 180 meters Scaled)
 FC0514
 FC0514                          SUPERSEDED SURVEY CONTROL
 FC0514
 FC0514  NGVD 29 (??/??/92)  304.964  (m)         1000.54   (f) ADJ UNCH    1 1
 FC0514
 FC0514.Superseded values are not recommended for survey control.
 FC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0514.See file dsdata.txt to determine how the superseded data were derived.
 FC0514
 FC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE180254(NAD 83)
 FC0514_MARKER: DB = BENCH MARK DISK
 FC0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0514_SP_SET: BRIDGE
 FC0514_STAMPING: R 15 RESET 1936
 FC0514_MARK LOGO: USGS  
 FC0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0514
 FC0514  HISTORY     - Date     Condition        Report By
 FC0514  HISTORY     - 1936     MONUMENTED       USGS
 FC0514  HISTORY     - 1968     GOOD             NGS
 FC0514
 FC0514                          STATION DESCRIPTION
 FC0514
 FC0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0514'AT ATHENS.
 FC0514'AT ATHENS, ABOUT 0.1 MILE NORTH OF THE SOUTHERN RAILWAY MILEPOST
 FC0514'186, ABOUT 100 YARDS NORTH OF THE NORTH END OF THE SOUTHERN
 FC0514'RAILWAY STATION, SET IN THE TOP OF THE WING WALL AT THE NORTHEAST
 FC0514'CORNER OF STATE HIGHWAY 30 OVERPASS OVER THE SOUTHERN RAILWAY
 FC0514'TRACKS, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 FC0514'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE DISK IS BATTERED AND
 FC0514'THE STAMPING IS HARD TO READ.  THE MARK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1753 ***********************************************************************
 FE1753  DESIGNATION -  R 152
 FE1753  PID         -  FE1753
 FE1753  STATE/COUNTY-  TN/DYER
 FE1753  USGS QUAD   -  KNOB CREEK (1972)
 FE1753
 FE1753                         *CURRENT SURVEY CONTROL
 FE1753  ___________________________________________________________________
 FE1753* NAD 83(1986)-  35 58 08.     (N)    089 35 34.     (W)     SCALED    
 FE1753* NAVD 88     -        79.554  (meters)     261.00   (feet)  ADJUSTED  
 FE1753  ___________________________________________________________________
 FE1753  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE1753  DYNAMIC HT  -          79.487 (meters)     260.78  (feet)  COMP
 FE1753  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1753
 FE1753  VERT ORDER  -  SECOND    CLASS 0
 FE1753
 FE1753.The horizontal coordinates were scaled from a topographic map and have
 FE1753.an estimated accuracy of +/- 6 seconds.
 FE1753
 FE1753.The orthometric height was determined by differential leveling
 FE1753.and adjusted by the National Geodetic Survey in June 1991..
 FE1753
 FE1753.The geoid height was determined by GEOID03.
 FE1753
 FE1753.The dynamic height is computed by dividing the NAVD 88
 FE1753.geopotential number by the normal gravity value computed on the
 FE1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1753.degrees latitude (g = 980.6199 gals.).
 FE1753
 FE1753.The modeled gravity was interpolated from observed gravity values.
 FE1753
 FE1753;                    North         East    Units  Estimated Accuracy
 FE1753;SPC TN       -   187,410.      276,020.      MT  (+/- 180 meters Scaled)
 FE1753
 FE1753                          SUPERSEDED SURVEY CONTROL
 FE1753
 FE1753  NGVD 29 (??/??/??)   79.494  (m)          260.81   (f) ADJUSTED    2 0
 FE1753
 FE1753.Superseded values are not recommended for survey control.
 FE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1753.See file dsdata.txt to determine how the superseded data were derived.
 FE1753
 FE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662836(NAD 83)
 FE1753_MARKER: DB = BENCH MARK DISK
 FE1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1753_STAMPING: R 152 1943
 FE1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1753+STABILITY: SURFACE MOTION
 FE1753
 FE1753  HISTORY     - Date     Condition        Report By
 FE1753  HISTORY     - 1943     MONUMENTED       CGS
 FE1753  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1753
 FE1753                          STATION DESCRIPTION
 FE1753
 FE1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1753'7.1 MI NE FROM HALES POINT.
 FE1753'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE
 FE1753'PUBLIC SCHOOL AT HALES POINT, LAUDERDALE COUNTY, THENCE 4.0 MILES
 FE1753'NORTH ALONG A PAVED ROAD, AT A FRAMEHOUSE, 55 FEET SOUTHWEST OF
 FE1753'THE CENTERLINE OF THE ROAD, 11 FEET SOUTHEAST OF A 24-INCH PECAN
 FE1753'TREE, 2.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FE1753'FRAMEHOUSE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 FE1753'WITH THE ROAD.  A STANDARD DISK, STAMPED R 152 1943 AND SET IN
 FE1753'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FE1753
 FE1753                          STATION RECOVERY (2002)
 FE1753
 FE1753'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0466 ***********************************************************************
 FE0466  DESIGNATION -  R 154
 FE0466  PID         -  FE0466
 FE0466  STATE/COUNTY-  TN/HARDEMAN
 FE0466  USGS QUAD   -  POCAHONTAS (1950)
 FE0466
 FE0466                         *CURRENT SURVEY CONTROL
 FE0466  ___________________________________________________________________
 FE0466* NAD 83(1986)-  35 03 41.     (N)    088 49 38.     (W)     SCALED    
 FE0466* NAVD 88     -       115.919  (meters)     380.31   (feet)  ADJUSTED  
 FE0466  ___________________________________________________________________
 FE0466  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0466  DYNAMIC HT  -         115.810 (meters)     379.95  (feet)  COMP
 FE0466  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FE0466
 FE0466  VERT ORDER  -  FIRST     CLASS II
 FE0466
 FE0466.The horizontal coordinates were scaled from a topographic map and have
 FE0466.an estimated accuracy of +/- 6 seconds.
 FE0466
 FE0466.The orthometric height was determined by differential leveling
 FE0466.and adjusted by the National Geodetic Survey in June 1991..
 FE0466
 FE0466.The geoid height was determined by GEOID03.
 FE0466
 FE0466.The dynamic height is computed by dividing the NAVD 88
 FE0466.geopotential number by the normal gravity value computed on the
 FE0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0466.degrees latitude (g = 980.6199 gals.).
 FE0466
 FE0466.The modeled gravity was interpolated from observed gravity values.
 FE0466
 FE0466;                    North         East    Units  Estimated Accuracy
 FE0466;SPC TN       -    84,500.      342,130.      MT  (+/- 180 meters Scaled)
 FE0466
 FE0466                          SUPERSEDED SURVEY CONTROL
 FE0466
 FE0466  NGVD 29 (??/??/??)  115.898  (m)          380.24   (f) ADJUSTED    1 2
 FE0466
 FE0466.Superseded values are not recommended for survey control.
 FE0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0466.See file dsdata.txt to determine how the superseded data were derived.
 FE0466
 FE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD333813(NAD 83)
 FE0466_MARKER: DB = BENCH MARK DISK
 FE0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0466_SP_SET: BRIDGE
 FE0466_STAMPING: R 154 1944
 FE0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0466
 FE0466  HISTORY     - Date     Condition        Report By
 FE0466  HISTORY     - 1944     MONUMENTED       CGS
 FE0466  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0466
 FE0466                          STATION DESCRIPTION
 FE0466
 FE0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0466'1.4 MI W FROM POCAHONTAS.
 FE0466'1.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0466'POCAHONTAS, HARDEMAN COUNTY, AT THE BRIDGE OVER BIG MUDDY RIVER,
 FE0466'IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST PIER, 6 FEET
 FE0466'SOUTH OF THE CENTERLINE OF THE TRACK, AND 7 FEET LOWER THAN
 FE0466'THE TRACK.  A STANDARD DISK, STAMPED R 154 1944.
 FE0466
 FE0466                          STATION RECOVERY (1983)
 FE0466
 FE0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0466'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
 FE0466'RECOVERY BY GREGORY F. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0986 ***********************************************************************
 FE0986  DESIGNATION -  R 156
 FE0986  PID         -  FE0986
 FE0986  STATE/COUNTY-  TN/FAYETTE
 FE0986  USGS QUAD   -  MOSCOW SE (1983)
 FE0986
 FE0986                         *CURRENT SURVEY CONTROL
 FE0986  ___________________________________________________________________
 FE0986* NAD 83(1986)-  35 03 26.     (N)    089 16 36.     (W)     SCALED    
 FE0986* NAVD 88     -       154.986  (meters)     508.48   (feet)  ADJUSTED  
 FE0986  ___________________________________________________________________
 FE0986  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0986  DYNAMIC HT  -         154.840 (meters)     508.00  (feet)  COMP
 FE0986  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FE0986
 FE0986  VERT ORDER  -  FIRST     CLASS II
 FE0986
 FE0986.The horizontal coordinates were scaled from a topographic map and have
 FE0986.an estimated accuracy of +/- 6 seconds.
 FE0986
 FE0986.The orthometric height was determined by differential leveling
 FE0986.and adjusted by the National Geodetic Survey in June 1991..
 FE0986
 FE0986.The geoid height was determined by GEOID03.
 FE0986
 FE0986.The dynamic height is computed by dividing the NAVD 88
 FE0986.geopotential number by the normal gravity value computed on the
 FE0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0986.degrees latitude (g = 980.6199 gals.).
 FE0986
 FE0986.The modeled gravity was interpolated from observed gravity values.
 FE0986
 FE0986;                    North         East    Units  Estimated Accuracy
 FE0986;SPC TN       -    85,320.      301,130.      MT  (+/- 180 meters Scaled)
 FE0986
 FE0986                          SUPERSEDED SURVEY CONTROL
 FE0986
 FE0986  NGVD 29 (??/??/??)  154.929  (m)          508.30   (f) ADJUSTED    1 2
 FE0986
 FE0986.Superseded values are not recommended for survey control.
 FE0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0986.See file dsdata.txt to determine how the superseded data were derived.
 FE0986
 FE0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD923817(NAD 83)
 FE0986_MARKER: DB = BENCH MARK DISK
 FE0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0986_STAMPING: R 156 1944
 FE0986_MARK LOGO: CGS   
 FE0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0986+STABILITY: SURFACE MOTION
 FE0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0986+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0986
 FE0986  HISTORY     - Date     Condition        Report By
 FE0986  HISTORY     - 1944     MONUMENTED       CGS
 FE0986  HISTORY     - 1983     GOOD             NGS
 FE0986  HISTORY     - 20020924 GOOD             USACE
 FE0986
 FE0986                          STATION DESCRIPTION
 FE0986
 FE0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0986'2.1 MI W FROM LA GRANGE.
 FE0986'2.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0986'LA GRANGE, FAYETTE COUNTY, 240 FEET WEST OF MILEPOST 505, 80 FEET
 FE0986'WEST OF A TRACK-ROAD CROSSING, 53 FEET NORTH OF THE CENTERLINE
 FE0986'OF THE TRACK, 4 FEET EAST OF A POLE, 2 FEET WEST OF A WHITE
 FE0986'WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.
 FE0986'A STANDARD DISK, STAMPED R 156 1944 AND SET IN THE TOP OF A
 FE0986'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE0986
 FE0986                          STATION RECOVERY (1983)
 FE0986
 FE0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0986'RECOVERED IN GOOD CONDITION.  NOTE, 3.7 METERS (12.0 FT) NORTH OF A
 FE0986'DIRT ROAD, AND 0.31 METER (1.0 FT) NORTH OF A WITNESS POST.
 FE0986
 FE0986                          STATION RECOVERY (2002)
 FE0986
 FE0986'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0519 ***********************************************************************
 FE0519  DESIGNATION -  R 158
 FE0519  PID         -  FE0519
 FE0519  STATE/COUNTY-  TN/MCNAIRY
 FE0519  USGS QUAD   -  MASSEYVILLE (1961)
 FE0519
 FE0519                         *CURRENT SURVEY CONTROL
 FE0519  ___________________________________________________________________
 FE0519* NAD 83(1986)-  35 17 05.     (N)    088 38 00.     (W)     SCALED    
 FE0519* NAVD 88     -       146.544  (meters)     480.79   (feet)  ADJUSTED  
 FE0519  ___________________________________________________________________
 FE0519  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0519  DYNAMIC HT  -         146.409 (meters)     480.34  (feet)  COMP
 FE0519  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FE0519
 FE0519  VERT ORDER  -  FIRST     CLASS II
 FE0519
 FE0519.The horizontal coordinates were scaled from a topographic map and have
 FE0519.an estimated accuracy of +/- 6 seconds.
 FE0519
 FE0519.The orthometric height was determined by differential leveling
 FE0519.and adjusted by the National Geodetic Survey in June 1991..
 FE0519
 FE0519.The geoid height was determined by GEOID03.
 FE0519
 FE0519.The dynamic height is computed by dividing the NAVD 88
 FE0519.geopotential number by the normal gravity value computed on the
 FE0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0519.degrees latitude (g = 980.6199 gals.).
 FE0519
 FE0519.The modeled gravity was interpolated from observed gravity values.
 FE0519
 FE0519;                    North         East    Units  Estimated Accuracy
 FE0519;SPC TN       -   108,780.      360,470.      MT  (+/- 180 meters Scaled)
 FE0519
 FE0519                          SUPERSEDED SURVEY CONTROL
 FE0519
 FE0519  NGVD 29 (??/??/??)  146.548  (m)          480.80   (f) ADJUSTED    1 2
 FE0519
 FE0519.Superseded values are not recommended for survey control.
 FE0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0519.See file dsdata.txt to determine how the superseded data were derived.
 FE0519
 FE0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE514058(NAD 83)
 FE0519_MARKER: DB = BENCH MARK DISK
 FE0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0519_SP_SET: CULVERT
 FE0519_STAMPING: R 158 1944
 FE0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0519+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0519
 FE0519  HISTORY     - Date     Condition        Report By
 FE0519  HISTORY     - 1944     MONUMENTED       CGS
 FE0519  HISTORY     - 1948     GOOD             CGS
 FE0519  HISTORY     - 1973     GOOD             TVA
 FE0519  HISTORY     - 20020918 GOOD             USACE
 FE0519
 FE0519                          STATION DESCRIPTION
 FE0519
 FE0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0519'2.1 MI S FROM MCNAIRY.
 FE0519'ABOUT 2.1 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0519'FROM THE STATION AT MCNAIRY , ABOUT 0.2 MILE SOUTH OF MILE POST
 FE0519'357, ABOUT 125 YARDS SOUTH OF A PUBLIC GRAVEL ROAD CROSSING,
 FE0519'SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 6-FOOT
 FE0519'CONCRETE CULVERT, 18 FEET WEST OF THE WEST RAIL AND 8.5 FEET
 FE0519'BELOW THE TRACK.
 FE0519
 FE0519                          STATION RECOVERY (1973)
 FE0519
 FE0519'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0519'RECOVERED IN GOOD CONDITION.
 FE0519
 FE0519                          STATION RECOVERY (2002)
 FE0519
 FE0519'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0757 ***********************************************************************
 FE0757  DESIGNATION -  R 159
 FE0757  PID         -  FE0757
 FE0757  STATE/COUNTY-  TN/MADISON
 FE0757  USGS QUAD   -  BEECH BLUFF (1981)
 FE0757
 FE0757                         *CURRENT SURVEY CONTROL
 FE0757  ___________________________________________________________________
 FE0757* NAD 83(1986)-  35 30 41.     (N)    088 44 23.     (W)     SCALED    
 FE0757* NAVD 88     -       117.272  (meters)     384.75   (feet)  ADJUSTED  
 FE0757  ___________________________________________________________________
 FE0757  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE0757  DYNAMIC HT  -         117.166 (meters)     384.40  (feet)  COMP
 FE0757  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FE0757
 FE0757  VERT ORDER  -  FIRST     CLASS II
 FE0757
 FE0757.The horizontal coordinates were scaled from a topographic map and have
 FE0757.an estimated accuracy of +/- 6 seconds.
 FE0757
 FE0757.The orthometric height was determined by differential leveling
 FE0757.and adjusted by the National Geodetic Survey in June 1991..
 FE0757
 FE0757.The geoid height was determined by GEOID03.
 FE0757
 FE0757.The dynamic height is computed by dividing the NAVD 88
 FE0757.geopotential number by the normal gravity value computed on the
 FE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0757.degrees latitude (g = 980.6199 gals.).
 FE0757
 FE0757.The modeled gravity was interpolated from observed gravity values.
 FE0757
 FE0757;                    North         East    Units  Estimated Accuracy
 FE0757;SPC TN       -   134,180.      351,500.      MT  (+/- 180 meters Scaled)
 FE0757
 FE0757                          SUPERSEDED SURVEY CONTROL
 FE0757
 FE0757  NGVD 29 (??/??/??)  117.298  (m)          384.84   (f) ADJUSTED    1 2
 FE0757
 FE0757.Superseded values are not recommended for survey control.
 FE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0757.See file dsdata.txt to determine how the superseded data were derived.
 FE0757
 FE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE422311(NAD 83)
 FE0757_MARKER: DB = BENCH MARK DISK
 FE0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0757_STAMPING: R 159 1944
 FE0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0757+STABILITY: SURFACE MOTION
 FE0757
 FE0757  HISTORY     - Date     Condition        Report By
 FE0757  HISTORY     - 1944     MONUMENTED       CGS
 FE0757  HISTORY     - 1948     GOOD             CGS
 FE0757
 FE0757                          STATION DESCRIPTION
 FE0757
 FE0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0757'1.8 MI NW FROM PINSON.
 FE0757'ABOUT 1.8 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0757'FROM THE STATION AT PINSON, ABOUT 0.4 MILE SOUTHEAST OF MILE
 FE0757'POST 377, AT A PRIVATE ROAD CROSSING, 48 FEET NORTHEAST OF THE
 FE0757'NORTHEAST RAIL, 1 FOOT SOUTHWEST OF THE R/W FENCE LINE, 18 FEET
 FE0757'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 70 FEET NORTH
 FE0757'OF A TELEPHONE POLE, 73 FEET SOUTHWEST OF THE WEST CORNER OF A
 FE0757'FARM HOUSE, 37 FEET SOUTH-SOUTHWEST OF A 20-INCH CEDAR TREE,
 FE0757'2.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 FE0757'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0757'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1518 ***********************************************************************
 FC1518  DESIGNATION -  R 16
 FC1518  PID         -  FC1518
 FC1518  STATE/COUNTY-  TN/POLK
 FC1518  USGS QUAD   -  DUCKTOWN (1990)
 FC1518
 FC1518                         *CURRENT SURVEY CONTROL
 FC1518  ___________________________________________________________________
 FC1518* NAD 83(1986)-  35 00 14.     (N)    084 24 24.     (W)     SCALED    
 FC1518* NAVD 88     -       441.257  (meters)    1447.69   (feet)  ADJUSTED  
 FC1518  ___________________________________________________________________
 FC1518  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1518  DYNAMIC HT  -         440.807 (meters)    1446.21  (feet)  COMP
 FC1518  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 FC1518
 FC1518  VERT ORDER  -  SECOND    CLASS 0
 FC1518
 FC1518.The horizontal coordinates were scaled from a topographic map and have
 FC1518.an estimated accuracy of +/- 6 seconds.
 FC1518
 FC1518.The orthometric height was determined by differential leveling
 FC1518.and adjusted by the National Geodetic Survey in June 1991..
 FC1518
 FC1518.The geoid height was determined by GEOID03.
 FC1518
 FC1518.The dynamic height is computed by dividing the NAVD 88
 FC1518.geopotential number by the normal gravity value computed on the
 FC1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1518.degrees latitude (g = 980.6199 gals.).
 FC1518
 FC1518.The modeled gravity was interpolated from observed gravity values.
 FC1518
 FC1518;                    North         East    Units  Estimated Accuracy
 FC1518;SPC TN       -    75,580.      745,450.      MT  (+/- 180 meters Scaled)
 FC1518
 FC1518                          SUPERSEDED SURVEY CONTROL
 FC1518
 FC1518  NGVD 29 (??/??/92)  441.287  (m)         1447.79   (f) ADJ UNCH    2 0
 FC1518
 FC1518.Superseded values are not recommended for survey control.
 FC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1518.See file dsdata.txt to determine how the superseded data were derived.
 FC1518
 FC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD366765(NAD 83)
 FC1518_MARKER: DB = BENCH MARK DISK
 FC1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1518_STAMPING: R 16 1933
 FC1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1518+STABILITY: SURFACE MOTION
 FC1518
 FC1518  HISTORY     - Date     Condition        Report By
 FC1518  HISTORY     - 1933     MONUMENTED       CGS
 FC1518  HISTORY     - 1949     GOOD             NGS
 FC1518
 FC1518                          STATION DESCRIPTION
 FC1518
 FC1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1518'2.4 MI NW FROM COPPERHILL.
 FC1518'2.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC1518'FROM COPPERHILL, POLK COUNTY, ABOUT 135 FEET WEST OF A HIGHWAY
 FC1518'BRIDGE OVER OCOEE RIVER, 70 FEET NORTH OF THE NORTH EDGE OF THE
 FC1518'RIVER, 20.5 FEET SOUTH OF THE SOUTH RAIL, JUST SOUTH OF A ROW OF
 FC1518'POLES, 8 FEET LOWER THAN THE RAIL, AND SET IN THE TOP OF A
 FC1518'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0693 ***********************************************************************
 FE0693  DESIGNATION -  R 160
 FE0693  PID         -  FE0693
 FE0693  STATE/COUNTY-  TN/GIBSON
 FE0693  USGS QUAD   -  MILAN (1983)
 FE0693
 FE0693                         *CURRENT SURVEY CONTROL
 FE0693  ___________________________________________________________________
 FE0693* NAD 83(1986)-  35 53 42.     (N)    088 45 42.     (W)     SCALED    
 FE0693* NAVD 88     -       139.285  (meters)     456.97   (feet)  ADJUSTED  
 FE0693  ___________________________________________________________________
 FE0693  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0693  DYNAMIC HT  -         139.164 (meters)     456.57  (feet)  COMP
 FE0693  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 FE0693
 FE0693  VERT ORDER  -  FIRST     CLASS II
 FE0693
 FE0693.The horizontal coordinates were scaled from a topographic map and have
 FE0693.an estimated accuracy of +/- 6 seconds.
 FE0693
 FE0693.The orthometric height was determined by differential leveling
 FE0693.and adjusted by the National Geodetic Survey in June 1991..
 FE0693
 FE0693.The geoid height was determined by GEOID03.
 FE0693
 FE0693.The dynamic height is computed by dividing the NAVD 88
 FE0693.geopotential number by the normal gravity value computed on the
 FE0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0693.degrees latitude (g = 980.6199 gals.).
 FE0693
 FE0693.The modeled gravity was interpolated from observed gravity values.
 FE0693
 FE0693;                    North         East    Units  Estimated Accuracy
 FE0693;SPC TN       -   176,780.      350,710.      MT  (+/- 180 meters Scaled)
 FE0693
 FE0693                          SUPERSEDED SURVEY CONTROL
 FE0693
 FE0693  NGVD 29 (??/??/??)  139.337  (m)          457.14   (f) ADJUSTED    1 2
 FE0693
 FE0693.Superseded values are not recommended for survey control.
 FE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0693.See file dsdata.txt to determine how the superseded data were derived.
 FE0693
 FE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE410737(NAD 83)
 FE0693_MARKER: DB = BENCH MARK DISK
 FE0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0693_STAMPING: R 160 1944
 FE0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0693+STABILITY: SURFACE MOTION
 FE0693
 FE0693  HISTORY     - Date     Condition        Report By
 FE0693  HISTORY     - 1944     MONUMENTED       CGS
 FE0693  HISTORY     - 1948     GOOD             CGS
 FE0693
 FE0693                          STATION DESCRIPTION
 FE0693
 FE0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0693'1.8 MI S FROM MILAN.
 FE0693'ABOUT 1.75 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0693'FROM THE STATION AT MILAN, 190 FEET SOUTH-SOUTHEAST AND ACROSS
 FE0693'THE TRACKS AND DIM ROAD FROM MILE POST C 450, AT A DIM DIRT
 FE0693'ROAD CROSSING, 33 FEET EAST OF THE EAST RAIL, 29 FEET SOUTH OF
 FE0693'THE CENTER LINE OF THE ROAD, 47 FEET SOUTHEAST OF THE CENTER OF
 FE0693'THE CROSSING, 70 FEET EAST-SOUTHEAST OF AND ACROSS THE TRACK
 FE0693'FROM A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE0693'POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0693'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0709 ***********************************************************************
 GA0709  DESIGNATION -  R 162
 GA0709  PID         -  GA0709
 GA0709  STATE/COUNTY-  TN/HAWKINS
 GA0709  USGS QUAD   -  STONY POINT (1971)
 GA0709
 GA0709                         *CURRENT SURVEY CONTROL
 GA0709  ___________________________________________________________________
 GA0709* NAD 83(1986)-  36 28 46.     (N)    082 49 55.     (W)     SCALED    
 GA0709* NAVD 88     -       363.702  (meters)    1193.25   (feet)  ADJUSTED  
 GA0709  ___________________________________________________________________
 GA0709  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0709  DYNAMIC HT  -         363.373 (meters)    1192.17  (feet)  COMP
 GA0709  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 GA0709
 GA0709  VERT ORDER  -  FIRST     CLASS I
 GA0709
 GA0709.The horizontal coordinates were scaled from a topographic map and have
 GA0709.an estimated accuracy of +/- 6 seconds.
 GA0709
 GA0709.The orthometric height was determined by differential leveling
 GA0709.and adjusted by the National Geodetic Survey in June 1991..
 GA0709
 GA0709.The geoid height was determined by GEOID03.
 GA0709
 GA0709.The dynamic height is computed by dividing the NAVD 88
 GA0709.geopotential number by the normal gravity value computed on the
 GA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0709.degrees latitude (g = 980.6199 gals.).
 GA0709
 GA0709.The modeled gravity was interpolated from observed gravity values.
 GA0709
 GA0709;                    North         East    Units  Estimated Accuracy
 GA0709;SPC TN       -   242,710.      883,860.      MT  (+/- 180 meters Scaled)
 GA0709
 GA0709                          SUPERSEDED SURVEY CONTROL
 GA0709
 GA0709  NGVD 29 (??/??/92)  363.849  (m)         1193.73   (f) ADJ UNCH    1 1
 GA0709
 GA0709.Superseded values are not recommended for survey control.
 GA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0709.See file dsdata.txt to determine how the superseded data were derived.
 GA0709
 GA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA358386(NAD 83)
 GA0709_MARKER: DB = BENCH MARK DISK
 GA0709_SETTING: 66 = SET IN ROCK OUTCROP
 GA0709_SP_SET: ROCK OUTCROP
 GA0709_STAMPING: R 162 1967
 GA0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0709+STABILITY: POSITION/ELEVATION WELL
 GA0709
 GA0709  HISTORY     - Date     Condition        Report By
 GA0709  HISTORY     - 1967     MONUMENTED       CGS
 GA0709  HISTORY     - 20041017 GOOD             GEOCAC
 GA0709
 GA0709                          STATION DESCRIPTION
 GA0709
 GA0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0709'1.4 MI NE FROM SURGOINSVILLE.
 GA0709'ABOUT 1.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0709'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.1 MILE
 GA0709'SOUTHWEST OF MILEPOST 62, ON THE OUTSIDE OF A CURVE IN THE
 GA0709'RAILROAD TRACK, 11 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 GA0709'OF THE TRACK, SET IN THE TOP OF A ROCK OUTCROP IN THE NORTHWEST
 GA0709'BANK OF A SMALL CUT FOR THE RAILROAD, 16 FEET SOUTHEAST OF A POLE,
 GA0709'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 GA0709
 GA0709                          STATION RECOVERY (2004)
 GA0709
 GA0709'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1870 ***********************************************************************
 GA1870  DESIGNATION -  R 163
 GA1870  PID         -  GA1870
 GA1870  STATE/COUNTY-  TN/HAMBLEN
 GA1870  USGS QUAD   -  MORRISTOWN (1979)
 GA1870
 GA1870                         *CURRENT SURVEY CONTROL
 GA1870  ___________________________________________________________________
 GA1870* NAD 83(1986)-  36 13 19.     (N)    083 15 54.     (W)     SCALED    
 GA1870* NAVD 88     -       402.110  (meters)    1319.26   (feet)  ADJUSTED  
 GA1870  ___________________________________________________________________
 GA1870  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA1870  DYNAMIC HT  -         401.740 (meters)    1318.04  (feet)  COMP
 GA1870  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA1870
 GA1870  VERT ORDER  -  FIRST     CLASS I
 GA1870
 GA1870.The horizontal coordinates were scaled from a topographic map and have
 GA1870.an estimated accuracy of +/- 6 seconds.
 GA1870
 GA1870.The orthometric height was determined by differential leveling
 GA1870.and adjusted by the National Geodetic Survey in June 1991..
 GA1870
 GA1870.The geoid height was determined by GEOID03.
 GA1870
 GA1870.The dynamic height is computed by dividing the NAVD 88
 GA1870.geopotential number by the normal gravity value computed on the
 GA1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1870.degrees latitude (g = 980.6199 gals.).
 GA1870
 GA1870.The modeled gravity was interpolated from observed gravity values.
 GA1870
 GA1870;                    North         East    Units  Estimated Accuracy
 GA1870;SPC TN       -   212,980.      845,870.      MT  (+/- 180 meters Scaled)
 GA1870
 GA1870                          SUPERSEDED SURVEY CONTROL
 GA1870
 GA1870  NGVD 29 (??/??/92)  402.242  (m)         1319.69   (f) ADJ UNCH    1 1
 GA1870
 GA1870.Superseded values are not recommended for survey control.
 GA1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1870.See file dsdata.txt to determine how the superseded data were derived.
 GA1870
 GA1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA964109(NAD 83)
 GA1870_MARKER: DB = BENCH MARK DISK
 GA1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1870_STAMPING: R 163 1967
 GA1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1870+STABILITY: SURFACE MOTION
 GA1870
 GA1870  HISTORY     - Date     Condition        Report By
 GA1870  HISTORY     - 1967     MONUMENTED       CGS
 GA1870
 GA1870                          STATION DESCRIPTION
 GA1870
 GA1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1870'1.8 MI NE FROM MORRISTOWN.
 GA1870'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY
 GA1870'STREET STATION POST OFFICE AT MORRISTOWN, THENCE 1.75 MILES
 GA1870'NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 133 FEET
 GA1870'SOUTH OF THE CENTER OF THE CROSSING OF THE RAILROAD AND SOUTH
 GA1870'MORELOCK ROAD, 121 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1870'MAIN TRACK, 26 FEET WEST OF THE CENTERLINE OF SOUTH MORELOCK
 GA1870'ROAD, 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TEXACO
 GA1870'OIL COMPANY BULK PLANT WAREHOUSE, 47 1/2 FEET WEST AND ACROSS
 GA1870'SOUTH MORELOCK ROAD FROM AN 11-INCH TREE, 53 FEET NORTH OF A
 GA1870'POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A
 GA1870'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 GA1870'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GA1870'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1180 ***********************************************************************
 FB1180  DESIGNATION -  R 164
 FB1180  PID         -  FB1180
 FB1180  STATE/COUNTY-  TN/COCKE
 FB1180  USGS QUAD   -  NEWPORT (1992)
 FB1180
 FB1180                         *CURRENT SURVEY CONTROL
 FB1180  ___________________________________________________________________
 FB1180* NAD 83(1986)-  35 57 22.     (N)    083 08 55.     (W)     SCALED    
 FB1180* NAVD 88     -       355.630  (meters)    1166.76   (feet)  ADJUSTED  
 FB1180  ___________________________________________________________________
 FB1180  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1180  DYNAMIC HT  -         355.293 (meters)    1165.66  (feet)  COMP
 FB1180  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FB1180
 FB1180  VERT ORDER  -  FIRST     CLASS I
 FB1180
 FB1180.The horizontal coordinates were scaled from a topographic map and have
 FB1180.an estimated accuracy of +/- 6 seconds.
 FB1180
 FB1180.The orthometric height was determined by differential leveling
 FB1180.and adjusted by the National Geodetic Survey in June 1991..
 FB1180
 FB1180.The geoid height was determined by GEOID03.
 FB1180
 FB1180.The dynamic height is computed by dividing the NAVD 88
 FB1180.geopotential number by the normal gravity value computed on the
 FB1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1180.degrees latitude (g = 980.6199 gals.).
 FB1180
 FB1180.The modeled gravity was interpolated from observed gravity values.
 FB1180
 FB1180;                    North         East    Units  Estimated Accuracy
 FB1180;SPC TN       -   183,790.      857,190.      MT  (+/- 180 meters Scaled)
 FB1180
 FB1180                          SUPERSEDED SURVEY CONTROL
 FB1180
 FB1180  NGVD 29 (??/??/92)  355.780  (m)         1167.25   (f) ADJ UNCH    1 1
 FB1180
 FB1180.Superseded values are not recommended for survey control.
 FB1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1180.See file dsdata.txt to determine how the superseded data were derived.
 FB1180
 FB1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV062812(NAD 83)
 FB1180_MARKER: DB = BENCH MARK DISK
 FB1180_SETTING: 66 = SET IN ROCK OUTCROP
 FB1180_SP_SET: ROCK OUTCROP
 FB1180_STAMPING: R 164 1967
 FB1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1180+STABILITY: POSITION/ELEVATION WELL
 FB1180
 FB1180  HISTORY     - Date     Condition        Report By
 FB1180  HISTORY     - 1967     MONUMENTED       CGS
 FB1180
 FB1180                          STATION DESCRIPTION
 FB1180
 FB1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1180'2.6 MI SE FROM NEWPORT.
 FB1180'ABOUT 2.55 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1180'RAILROAD FROM THE STATION AT NEWPORT, 11 1/2 RAILS NORTHEAST OF
 FB1180'MILEPOST 204, 5 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FB1180'TRACK, SET IN THE TOP OF A 9-FOOT ROCK OUTCROP IN THE SOUTHEAST
 FB1180'BANK AND NEAR THE NORTHEAST END OF A CUT FOR THE RAILROAD, 66
 FB1180'FEET SOUTHWEST AND ACROSS THE TRACK FROM A SIGN WHICH READS
 FB1180'STATION 1 MILE, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1592 ***********************************************************************
 GC1592  DESIGNATION -  R 166
 GC1592  PID         -  GC1592
 GC1592  STATE/COUNTY-  TN/STEWART
 GC1592  USGS QUAD   -  STANDING ROCK (1986)
 GC1592
 GC1592                         *CURRENT SURVEY CONTROL
 GC1592  ___________________________________________________________________
 GC1592* NAD 83(1986)-  36 23 44.     (N)    087 56 49.     (W)     SCALED    
 GC1592* NAVD 88     -       131.445  (meters)     431.25   (feet)  ADJUSTED  
 GC1592  ___________________________________________________________________
 GC1592  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1592  DYNAMIC HT  -         131.335 (meters)     430.89  (feet)  COMP
 GC1592  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GC1592
 GC1592  VERT ORDER  -  FIRST     CLASS II
 GC1592
 GC1592.The horizontal coordinates were scaled from a topographic map and have
 GC1592.an estimated accuracy of +/- 6 seconds.
 GC1592
 GC1592.The orthometric height was determined by differential leveling
 GC1592.and adjusted by the National Geodetic Survey in June 1991..
 GC1592
 GC1592.The geoid height was determined by GEOID03.
 GC1592
 GC1592.The dynamic height is computed by dividing the NAVD 88
 GC1592.geopotential number by the normal gravity value computed on the
 GC1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1592.degrees latitude (g = 980.6199 gals.).
 GC1592
 GC1592.The modeled gravity was interpolated from observed gravity values.
 GC1592
 GC1592;                    North         East    Units  Estimated Accuracy
 GC1592;SPC TN       -   230,540.      425,350.      MT  (+/- 180 meters Scaled)
 GC1592
 GC1592                          SUPERSEDED SURVEY CONTROL
 GC1592
 GC1592  NGVD 29 (??/??/92)  131.481  (m)          431.37   (f) ADJ UNCH    1 2
 GC1592
 GC1592.Superseded values are not recommended for survey control.
 GC1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1592.See file dsdata.txt to determine how the superseded data were derived.
 GC1592
 GC1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF150282(NAD 83)
 GC1592_MARKER: DB = BENCH MARK DISK
 GC1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1592_SP_SET: CULVERT
 GC1592_STAMPING: R 166 1947
 GC1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1592
 GC1592  HISTORY     - Date     Condition        Report By
 GC1592  HISTORY     - 1947     MONUMENTED       CGS
 GC1592  HISTORY     - 1972     GOOD             TVA
 GC1592  HISTORY     - 1987     GOOD             USPSQD
 GC1592
 GC1592                          STATION DESCRIPTION
 GC1592
 GC1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1592'7.3 MI N FROM MC KINNON.
 GC1592'IN STEWART COUNTY, ABOUT 7.3 MILES NORTH ALONG THE T.V.A. ROAD
 GC1592'LEADING TO SCARBOROUGH GENERAL STORE FROM THE METHODIST CHURCH
 GC1592'AT MC KINNON, HOUSTON COUNTY, 129 FEET SOUTHEAST OF THE CENTER
 GC1592'OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, AT THE
 GC1592'12-FOOT CONCRETE BOX CULVERT OVER STANDING ROCK CREEK, IN THE
 GC1592'TOP OF THE NORTHEAST CONCRETE HEAD WALL, 1 FOOT SOUTHEAST OF THE
 GC1592'NORTHWEST END, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GC1592'AND ABOUT LEVEL WITH THE ROAD.
 GC1592
 GC1592                          STATION RECOVERY (1972)
 GC1592
 GC1592'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1592'RECOVERED IN GOOD CONDITION.
 GC1592
 GC1592                          STATION RECOVERY (1987)
 GC1592
 GC1592'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1620 ***********************************************************************
 GC1620  DESIGNATION -  R 167
 GC1620  PID         -  GC1620
 GC1620  STATE/COUNTY-  TN/HUMPHREYS
 GC1620  USGS QUAD   -  HALLS CREEK (1973)
 GC1620
 GC1620                         *CURRENT SURVEY CONTROL
 GC1620  ___________________________________________________________________
 GC1620* NAD 83(1986)-  36 10 33.     (N)    087 49 29.     (W)     SCALED    
 GC1620* NAVD 88     -       183.604  (meters)     602.37   (feet)  ADJUSTED  
 GC1620  ___________________________________________________________________
 GC1620  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1620  DYNAMIC HT  -         183.449 (meters)     601.87  (feet)  COMP
 GC1620  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC1620
 GC1620  VERT ORDER  -  FIRST     CLASS II
 GC1620
 GC1620.The horizontal coordinates were scaled from a topographic map and have
 GC1620.an estimated accuracy of +/- 6 seconds.
 GC1620
 GC1620.The orthometric height was determined by differential leveling
 GC1620.and adjusted by the National Geodetic Survey in June 1991..
 GC1620
 GC1620.The geoid height was determined by GEOID03.
 GC1620
 GC1620.The dynamic height is computed by dividing the NAVD 88
 GC1620.geopotential number by the normal gravity value computed on the
 GC1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1620.degrees latitude (g = 980.6199 gals.).
 GC1620
 GC1620.The modeled gravity was interpolated from observed gravity values.
 GC1620
 GC1620;                    North         East    Units  Estimated Accuracy
 GC1620;SPC TN       -   205,960.      435,860.      MT  (+/- 180 meters Scaled)
 GC1620
 GC1620                          SUPERSEDED SURVEY CONTROL
 GC1620
 GC1620  NGVD 29 (??/??/92)  183.637  (m)          602.48   (f) ADJ UNCH    1 2
 GC1620
 GC1620.Superseded values are not recommended for survey control.
 GC1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1620.See file dsdata.txt to determine how the superseded data were derived.
 GC1620
 GC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF258037(NAD 83)
 GC1620_MARKER: DB = BENCH MARK DISK
 GC1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1620_STAMPING: R 167 1947
 GC1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1620+STABILITY: SURFACE MOTION
 GC1620
 GC1620  HISTORY     - Date     Condition        Report By
 GC1620  HISTORY     - 1947     MONUMENTED       CGS
 GC1620  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1620
 GC1620                          STATION DESCRIPTION
 GC1620
 GC1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1620'7.8 MI N FROM WAVERLY.
 GC1620'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1620'WAVERLY, THENCE ABOUT 7.4 MILES NORTH ALONG THE GRAVEL ROAD
 GC1620'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 0.8 MILE
 GC1620'NORTH OF THE GENERAL STORE AT TRINITY, 1.1 MILES SOUTH OF THE
 GC1620'CROSSROADS AT THE FORD OVER HALLS CREEK, ABOUT 100 YARDS
 GC1620'NORTHEAST OF A CURVE WITH TANGENTS LEADING SOUTH AND NORTHEAST,
 GC1620'20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 41 FEET WEST
 GC1620'OF A 6-INCH BLAZED HICKORY TREE, 21.5 FEET EAST OF AN 8-INCH
 GC1620'BLAZED OAK TREE, 14 FEET WEST OF A 10-INCH BLAZED TWIN OAK TREE,
 GC1620'4 FEET SOUTH OF A 4-INCH BLAZED OAK TREE, ABOUT 1-1/2 FEET HIGHER
 GC1620'THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GC1620'4 INCHES.  NOTE-- ROAD HAS BEEN WIDENED AND BANK CUT DOWN.
 GC1620
 GC1620                          STATION RECOVERY (1972)
 GC1620
 GC1620'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0253 ***********************************************************************
 GD0253  DESIGNATION -  R 168
 GD0253  PID         -  GD0253
 GD0253  STATE/COUNTY-  TN/BENTON
 GD0253  USGS QUAD   -  BRUCETON (1987)
 GD0253
 GD0253                         *CURRENT SURVEY CONTROL
 GD0253  ___________________________________________________________________
 GD0253* NAD 83(1986)-  36 02 00.     (N)    088 11 50.     (W)     SCALED    
 GD0253* NAVD 88     -       126.842  (meters)     416.15   (feet)  ADJUSTED  
 GD0253  ___________________________________________________________________
 GD0253  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0253  DYNAMIC HT  -         126.734 (meters)     415.79  (feet)  COMP
 GD0253  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GD0253
 GD0253  VERT ORDER  -  FIRST     CLASS II
 GD0253
 GD0253.The horizontal coordinates were scaled from a topographic map and have
 GD0253.an estimated accuracy of +/- 6 seconds.
 GD0253
 GD0253.The orthometric height was determined by differential leveling
 GD0253.and adjusted by the National Geodetic Survey in June 1991..
 GD0253
 GD0253.The geoid height was determined by GEOID03.
 GD0253
 GD0253.The dynamic height is computed by dividing the NAVD 88
 GD0253.geopotential number by the normal gravity value computed on the
 GD0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0253.degrees latitude (g = 980.6199 gals.).
 GD0253
 GD0253.The modeled gravity was interpolated from observed gravity values.
 GD0253
 GD0253;                    North         East    Units  Estimated Accuracy
 GD0253;SPC TN       -   190,840.      402,000.      MT  (+/- 180 meters Scaled)
 GD0253
 GD0253                          SUPERSEDED SURVEY CONTROL
 GD0253
 GD0253  NGVD 29 (??/??/??)  126.869  (m)          416.24   (f) ADJUSTED    1 2
 GD0253
 GD0253.Superseded values are not recommended for survey control.
 GD0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0253.See file dsdata.txt to determine how the superseded data were derived.
 GD0253
 GD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE921883(NAD 83)
 GD0253_MARKER: DB = BENCH MARK DISK
 GD0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0253_SP_SET: CULVERT
 GD0253_STAMPING: R 168 1947
 GD0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0253
 GD0253  HISTORY     - Date     Condition        Report By
 GD0253  HISTORY     - 1947     MONUMENTED       CGS
 GD0253  HISTORY     - 1969     GOOD             CGS
 GD0253  HISTORY     - 1971     GOOD             NGS
 GD0253
 GD0253                          STATION DESCRIPTION
 GD0253
 GD0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0253'3 MI E FROM BRUCETON.
 GD0253'THE MARK IS ABOUT 3.0 MILES EAST ALONG THE OLD NASHVILLE,
 GD0253'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN BRUCETON.
 GD0253'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS
 GD0253'ABOUT 0.5 OF A MILE FROM THE OLD RAILROAD CROSSING AT SAWYERS
 GD0253'MILL, 120 FEET EAST ALONG THE RAILROAD FROM TELEGRAPH POLE NO.
 GD0253'92-25, 37 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE, 13.3 FEET
 GD0253'NORTH OF THE NORTH RAIL OF THE TRACKS, ABOUT 2 1/2 FEET BELOW
 GD0253'THE LEVEL OF THE TRACKS, AND 1.0 FOOT NORTHWEST OF A METAL
 GD0253'WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GD0253'HOLE ABOUT 1 FOOT WEST OF THE EAST END OF THE CONCRETE HEADWALL
 GD0253'OF A CONCRETE CULVERT, AND THE DISK IS STAMPED R 168 1947.
 GD0253
 GD0253                          STATION RECOVERY (1971)
 GD0253
 GD0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1242 ***********************************************************************
 FD1242  DESIGNATION -  R 169
 FD1242  PID         -  FD1242
 FD1242  STATE/COUNTY-  TN/PERRY
 FD1242  USGS QUAD   -  POPE (1973)
 FD1242
 FD1242                         *CURRENT SURVEY CONTROL
 FD1242  ___________________________________________________________________
 FD1242* NAD 83(1986)-  35 36 29.     (N)    087 59 11.     (W)     SCALED    
 FD1242* NAVD 88     -       178.115  (meters)     584.37   (feet)  ADJUSTED  
 FD1242  ___________________________________________________________________
 FD1242  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1242  DYNAMIC HT  -         177.957 (meters)     583.85  (feet)  COMP
 FD1242  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FD1242
 FD1242  VERT ORDER  -  FIRST     CLASS II
 FD1242
 FD1242.The horizontal coordinates were scaled from a topographic map and have
 FD1242.an estimated accuracy of +/- 6 seconds.
 FD1242
 FD1242.The orthometric height was determined by differential leveling
 FD1242.and adjusted by the National Geodetic Survey in June 1991..
 FD1242
 FD1242.The geoid height was determined by GEOID03.
 FD1242
 FD1242.The dynamic height is computed by dividing the NAVD 88
 FD1242.geopotential number by the normal gravity value computed on the
 FD1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1242.degrees latitude (g = 980.6199 gals.).
 FD1242
 FD1242.The modeled gravity was interpolated from observed gravity values.
 FD1242
 FD1242;                    North         East    Units  Estimated Accuracy
 FD1242;SPC TN       -   143,260.      420,040.      MT  (+/- 180 meters Scaled)
 FD1242
 FD1242                          SUPERSEDED SURVEY CONTROL
 FD1242
 FD1242  NGVD 29 (??/??/92)  178.124  (m)          584.40   (f) ADJ UNCH    1 2
 FD1242
 FD1242.Superseded values are not recommended for survey control.
 FD1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1242.See file dsdata.txt to determine how the superseded data were derived.
 FD1242
 FD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE106409(NAD 83)
 FD1242_MARKER: DD = SURVEY DISK
 FD1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1242_STAMPING: R 169 1947
 FD1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1242+STABILITY: SURFACE MOTION
 FD1242
 FD1242  HISTORY     - Date     Condition        Report By
 FD1242  HISTORY     - 1947     MONUMENTED       TVA
 FD1242  HISTORY     - 1949     GOOD             NGS
 FD1242  HISTORY     - 1974     MARK NOT FOUND   TVA
 FD1242
 FD1242                          STATION DESCRIPTION
 FD1242
 FD1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1242'0.9 MI S FROM POPE.
 FD1242'ABOUT 0.9 MILE SOUTH ALONG THE MARSH CREEK ROAD FROM THE JUNCTION
 FD1242'OF STATE HIGHWAYS 20 AND 100 AT POPE, AT THE TOP OF A STEEP GRADE
 FD1242'AND AT DIM EAST-WEST ROAD CROSSING, 41 FEET NORTHWEST OF THE
 FD1242'CENTER LINE OF THE MARSH CREEK ROAD, 36 FEET SOUTHWEST AND ACROSS
 FD1242'THE EAST-WEST ROAD FROM A TRIANGULAR BLAZED 36-INCH OAK TREE,
 FD1242'18 FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD, 2 FEET SOUTH
 FD1242'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE INTERSECTION
 FD1242'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD1242
 FD1242                          STATION RECOVERY (1974)
 FD1242
 FD1242'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1122 ***********************************************************************
 FE1122  DESIGNATION -  R 17
 FE1122  PID         -  FE1122
 FE1122  STATE/COUNTY-  TN/SHELBY
 FE1122  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1122
 FE1122                         *CURRENT SURVEY CONTROL
 FE1122  ___________________________________________________________________
 FE1122* NAD 83(1986)-  35 06 55.     (N)    089 58 24.     (W)     SCALED    
 FE1122* NAVD 88     -        92.366  (meters)     303.04   (feet)  ADJUSTED  
 FE1122  ___________________________________________________________________
 FE1122  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1122  DYNAMIC HT  -          92.281 (meters)     302.76  (feet)  COMP
 FE1122  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FE1122
 FE1122  VERT ORDER  -  FIRST     CLASS II
 FE1122
 FE1122.The horizontal coordinates were scaled from a topographic map and have
 FE1122.an estimated accuracy of +/- 6 seconds.
 FE1122
 FE1122.The orthometric height was determined by differential leveling
 FE1122.and adjusted by the National Geodetic Survey in June 1991..
 FE1122
 FE1122.The geoid height was determined by GEOID03.
 FE1122
 FE1122.The dynamic height is computed by dividing the NAVD 88
 FE1122.geopotential number by the normal gravity value computed on the
 FE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1122.degrees latitude (g = 980.6199 gals.).
 FE1122
 FE1122.The modeled gravity was interpolated from observed gravity values.
 FE1122
 FE1122;                    North         East    Units  Estimated Accuracy
 FE1122;SPC TN       -    94,110.      237,880.      MT  (+/- 180 meters Scaled)
 FE1122
 FE1122                          SUPERSEDED SURVEY CONTROL
 FE1122
 FE1122  NGVD 29 (??/??/??)   92.341  (m)          302.96   (f) ADJUSTED    1 2
 FE1122
 FE1122.Superseded values are not recommended for survey control.
 FE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1122.See file dsdata.txt to determine how the superseded data were derived.
 FE1122
 FE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD290898(NAD 83)
 FE1122_MARKER: DB = BENCH MARK DISK
 FE1122_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FE1122_SP_SET: RETAINING WALL
 FE1122_STAMPING: R 17 1934
 FE1122_MARK LOGO: CGS   
 FE1122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1122+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1122
 FE1122  HISTORY     - Date     Condition        Report By
 FE1122  HISTORY     - 1934     MONUMENTED       CGS
 FE1122  HISTORY     - 1943     GOOD             CGS
 FE1122  HISTORY     - 1983     GOOD             NGS
 FE1122  HISTORY     - 19950212 GOOD             NGS
 FE1122  HISTORY     - 19951212 GOOD             TN1620
 FE1122  HISTORY     - 20021015 GOOD             USACE
 FE1122
 FE1122                          STATION DESCRIPTION
 FE1122
 FE1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1122'AT MEMPHIS.
 FE1122'AT MEMPHIS, SHELBY COUNTY, ON THE SOUTHERN RAILWAY, 183 FEET
 FE1122'EAST OF MILEPOST 547, AT THE BOSTON STREET UNDERPASS, IN THE TOP
 FE1122'OF THE WEST END OF THE NORTH CONCRETE HEADWALL, AND 10 FEET
 FE1122'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK,
 FE1122'STAMPED R 17 1934.
 FE1122
 FE1122                          STATION RECOVERY (1983)
 FE1122
 FE1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1122'RECOVERED IN GOOD CONDITION.
 FE1122'THE MARK IS 0.12 M BELOW TRACKS.
 FE1122
 FE1122                          STATION RECOVERY (1995)
 FE1122
 FE1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FE1122'RECOVERED AS DESCRIBED.
 FE1122
 FE1122                          STATION RECOVERY (1995)
 FE1122
 FE1122'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE1122'RECOVERED IN GOOD CONDITION.
 FE1122
 FE1122                          STATION RECOVERY (2002)
 FE1122
 FE1122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1041 ***********************************************************************
 FD1041  DESIGNATION -  R 170
 FD1041  PID         -  FD1041
 FD1041  STATE/COUNTY-  TN/WAYNE
 FD1041  USGS QUAD   -  CLIFTON (1972)
 FD1041
 FD1041                         *CURRENT SURVEY CONTROL
 FD1041  ___________________________________________________________________
 FD1041* NAD 83(1986)-  35 24 06.     (N)    087 57 46.     (W)     SCALED    
 FD1041* NAVD 88     -       113.797  (meters)     373.35   (feet)  ADJUSTED  
 FD1041  ___________________________________________________________________
 FD1041  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1041  DYNAMIC HT  -         113.693 (meters)     373.01  (feet)  COMP
 FD1041  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 FD1041
 FD1041  VERT ORDER  -  FIRST     CLASS II
 FD1041
 FD1041.The horizontal coordinates were scaled from a topographic map and have
 FD1041.an estimated accuracy of +/- 6 seconds.
 FD1041
 FD1041.The orthometric height was determined by differential leveling
 FD1041.and adjusted by the National Geodetic Survey in June 1991..
 FD1041
 FD1041.The geoid height was determined by GEOID03.
 FD1041
 FD1041.The dynamic height is computed by dividing the NAVD 88
 FD1041.geopotential number by the normal gravity value computed on the
 FD1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1041.degrees latitude (g = 980.6199 gals.).
 FD1041
 FD1041.The modeled gravity was interpolated from observed gravity values.
 FD1041
 FD1041;                    North         East    Units  Estimated Accuracy
 FD1041;SPC TN       -   120,320.      421,720.      MT  (+/- 180 meters Scaled)
 FD1041
 FD1041                          SUPERSEDED SURVEY CONTROL
 FD1041
 FD1041  NGVD 29 (??/??/92)  113.807  (m)          373.38   (f) ADJ UNCH    1 2
 FD1041
 FD1041.Superseded values are not recommended for survey control.
 FD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1041.See file dsdata.txt to determine how the superseded data were derived.
 FD1041
 FD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE125180(NAD 83)
 FD1041_MARKER: DD = SURVEY DISK
 FD1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1041_SP_SET: CULVERT
 FD1041_STAMPING: R 170 1947
 FD1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1041+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1041
 FD1041  HISTORY     - Date     Condition        Report By
 FD1041  HISTORY     - 1947     MONUMENTED       TVA
 FD1041  HISTORY     - 1950     GOOD             NGS
 FD1041  HISTORY     - 20020520 GOOD             TNDT
 FD1041
 FD1041                          STATION DESCRIPTION
 FD1041
 FD1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1041'2.6 MI NE FROM CLIFTON.
 FD1041'2.6 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1041'HOTEL OF CLIFTON, 0.6 MILE NORTH OF M.T. STEELS CONCRETE-BLOCK
 FD1041'GROCERY STORE, IN 1947, AT A 6-FOOT CONCRETE-BOX CULVERT, IN THE
 FD1041'CENTER OF THE TOP OF THE SOUTHEAST HEADWALL, 34 FEET SOUTHEAST OF
 FD1041'THE CENTERLINE OF THE ROAD, AND ABOUT 5 FEET LOWER THAN THE ROAD.
 FD1041'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED R 170 1947.
 FD1041'NOTE-- THIS MARK WAS FOUND UNSTAMPED AND WAS ASSIGNED A DESIGNATION
 FD1041'BY A PARTY FROM THIS BUREAU.
 FD1041
 FD1041                          STATION RECOVERY (2002)
 FD1041
 FD1041'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1045 ***********************************************************************
 FD1045  DESIGNATION -  R 171
 FD1045  PID         -  FD1045
 FD1045  STATE/COUNTY-  TN/WAYNE
 FD1045  USGS QUAD   -  CLIFTON (1972)
 FD1045
 FD1045                         *CURRENT SURVEY CONTROL
 FD1045  ___________________________________________________________________
 FD1045* NAD 83(1986)-  35 23 08.     (N)    087 58 05.     (W)     SCALED    
 FD1045* NAVD 88     -       118.916  (meters)     390.14   (feet)  ADJUSTED  
 FD1045  ___________________________________________________________________
 FD1045  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD1045  DYNAMIC HT  -         118.807 (meters)     389.79  (feet)  COMP
 FD1045  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FD1045
 FD1045  VERT ORDER  -  FIRST     CLASS II
 FD1045
 FD1045.This mark is at Hassell Field Airport (M29)
 FD1045
 FD1045.The horizontal coordinates were scaled from a topographic map and have
 FD1045.an estimated accuracy of +/- 6 seconds.
 FD1045
 FD1045.The orthometric height was determined by differential leveling
 FD1045.and adjusted by the National Geodetic Survey in June 1991..
 FD1045
 FD1045.The geoid height was determined by GEOID03.
 FD1045
 FD1045.The dynamic height is computed by dividing the NAVD 88
 FD1045.geopotential number by the normal gravity value computed on the
 FD1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1045.degrees latitude (g = 980.6199 gals.).
 FD1045
 FD1045.The modeled gravity was interpolated from observed gravity values.
 FD1045
 FD1045;                    North         East    Units  Estimated Accuracy
 FD1045;SPC TN       -   118,540.      421,200.      MT  (+/- 180 meters Scaled)
 FD1045
 FD1045                          SUPERSEDED SURVEY CONTROL
 FD1045
 FD1045  NGVD 29 (??/??/92)  118.926  (m)          390.18   (f) ADJ UNCH    1 2
 FD1045
 FD1045.Superseded values are not recommended for survey control.
 FD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1045.See file dsdata.txt to determine how the superseded data were derived.
 FD1045
 FD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120162(NAD 83)
 FD1045_MARKER: DD = SURVEY DISK
 FD1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1045_SP_SET: CONCRETE
 FD1045_STAMPING: R 171 1947
 FD1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1045
 FD1045  HISTORY     - Date     Condition        Report By
 FD1045  HISTORY     - 1947     MONUMENTED       TVA
 FD1045  HISTORY     - 1950     GOOD             NGS
 FD1045  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1045
 FD1045                          STATION DESCRIPTION
 FD1045
 FD1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1045'AT CLIFTON AIRPORT.
 FD1045'AT CLIFTON AIRPORT, 46.5 FEET EAST OF THE EAST (FRONT) FACE OF A
 FD1045'SHEET-METAL HANGAR, IN THE CENTER OF A CIRCULAR CONCRETE AREA
 FD1045'20 FEET IN DIAMETER, AND LEVEL WITH THE RAMP.  A STANDARD DISK,
 FD1045'STAMPED R 171 1947.
 FD1045
 FD1045                          STATION RECOVERY (2002)
 FD1045
 FD1045'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1045'ENTIRE AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1351 ***********************************************************************
 GC1351  DESIGNATION -  R 172
 GC1351  PID         -  GC1351
 GC1351  STATE/COUNTY-  TN/DICKSON
 GC1351  USGS QUAD   -  BURNS (1986)
 GC1351
 GC1351                         *CURRENT SURVEY CONTROL
 GC1351  ___________________________________________________________________
 GC1351* NAD 83(1986)-  36 03 51.     (N)    087 20 47.     (W)     SCALED    
 GC1351* NAVD 88     -       265.535  (meters)     871.18   (feet)  ADJUSTED  
 GC1351  ___________________________________________________________________
 GC1351  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1351  DYNAMIC HT  -         265.302 (meters)     870.41  (feet)  COMP
 GC1351  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 GC1351
 GC1351  VERT ORDER  -  FIRST     CLASS II
 GC1351
 GC1351.The horizontal coordinates were scaled from a topographic map and have
 GC1351.an estimated accuracy of +/- 6 seconds.
 GC1351
 GC1351.The orthometric height was determined by differential leveling
 GC1351.and adjusted by the National Geodetic Survey in June 1991..
 GC1351
 GC1351.The geoid height was determined by GEOID03.
 GC1351
 GC1351.The dynamic height is computed by dividing the NAVD 88
 GC1351.geopotential number by the normal gravity value computed on the
 GC1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1351.degrees latitude (g = 980.6199 gals.).
 GC1351
 GC1351.The modeled gravity was interpolated from observed gravity values.
 GC1351
 GC1351;                    North         East    Units  Estimated Accuracy
 GC1351;SPC TN       -   192,870.      478,710.      MT  (+/- 180 meters Scaled)
 GC1351
 GC1351                          SUPERSEDED SURVEY CONTROL
 GC1351
 GC1351  NGVD 29 (??/??/92)  265.526  (m)          871.15   (f) ADJ UNCH    1 2
 GC1351
 GC1351.Superseded values are not recommended for survey control.
 GC1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1351.See file dsdata.txt to determine how the superseded data were derived.
 GC1351
 GC1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE688911(NAD 83)
 GC1351_MARKER: DB = BENCH MARK DISK
 GC1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1351_SP_SET: CONCRETE BASE
 GC1351_STAMPING: R 172 1948
 GC1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1351
 GC1351  HISTORY     - Date     Condition        Report By
 GC1351  HISTORY     - 1948     MONUMENTED       CGS
 GC1351
 GC1351                          STATION DESCRIPTION
 GC1351
 GC1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1351'0.4 MI E FROM COLESBURG.
 GC1351'0.35 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1351'RAILWAY FROM THE STATION AT COLESBURG, ABOUT 1.95 MILES WEST
 GC1351'OF THE STATION AT BURNS, ABOUT 10 RAILS EAST OF MILE POST 39,
 GC1351'OPPOSITE SURVEY STATION NO. 2080+00 IN THE SOUTHWEST ANGLE
 GC1351'OF A GRAVEL STREET CROSSING, SET IN THE TOP OF THE NORTHWEST
 GC1351'CORNER OF THE CONCRETE BASE OF THE MOST NORTHWESTERN LEG OF A
 GC1351'WATER TOWER, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 22
 GC1351'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1/2
 GC1351'FOOT ABOVE THE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0306 ***********************************************************************
 GD0306  DESIGNATION -  R 174
 GD0306  PID         -  GD0306
 GD0306  STATE/COUNTY-  TN/OBION
 GD0306  USGS QUAD   -  MC CONNELL (1983)
 GD0306
 GD0306                         *CURRENT SURVEY CONTROL
 GD0306  ___________________________________________________________________
 GD0306* NAD 83(1986)-  36 27 32.     (N)    088 51 01.     (W)     SCALED    
 GD0306* NAVD 88     -       121.475  (meters)     398.54   (feet)  ADJUSTED  
 GD0306  ___________________________________________________________________
 GD0306  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0306  DYNAMIC HT  -         121.379 (meters)     398.22  (feet)  COMP
 GD0306  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 GD0306
 GD0306  VERT ORDER  -  FIRST     CLASS II
 GD0306
 GD0306.The horizontal coordinates were scaled from a topographic map and have
 GD0306.an estimated accuracy of +/- 6 seconds.
 GD0306
 GD0306.The orthometric height was determined by differential leveling
 GD0306.and adjusted by the National Geodetic Survey in June 1991..
 GD0306
 GD0306.The geoid height was determined by GEOID03.
 GD0306
 GD0306.The dynamic height is computed by dividing the NAVD 88
 GD0306.geopotential number by the normal gravity value computed on the
 GD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0306.degrees latitude (g = 980.6199 gals.).
 GD0306
 GD0306.The modeled gravity was interpolated from observed gravity values.
 GD0306
 GD0306;                    North         East    Units  Estimated Accuracy
 GD0306;SPC TN       -   239,550.      344,540.      MT  (+/- 180 meters Scaled)
 GD0306
 GD0306                          SUPERSEDED SURVEY CONTROL
 GD0306
 GD0306  NGVD 29 (??/??/??)  121.459  (m)          398.49   (f) ADJUSTED    1 2
 GD0306
 GD0306.Superseded values are not recommended for survey control.
 GD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0306.See file dsdata.txt to determine how the superseded data were derived.
 GD0306
 GD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF342364(NAD 83)
 GD0306_MARKER: DB = BENCH MARK DISK
 GD0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0306_STAMPING: R 174 1948
 GD0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0306+STABILITY: SURFACE MOTION
 GD0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0306+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0306
 GD0306  HISTORY     - Date     Condition        Report By
 GD0306  HISTORY     - 1948     MONUMENTED       CGS
 GD0306  HISTORY     - 1967     GOOD             CGS
 GD0306  HISTORY     - 20020820 GOOD             USACE
 GD0306
 GD0306                          STATION DESCRIPTION
 GD0306
 GD0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0306'3.7 MI S FROM FULTON.
 GD0306'ABOUT 3.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0306'THE UNION STATION AT FULTON, ABOUT 0.3 MILE NORTH OF MILE POST
 GD0306'C 410, AT A PUBLIC GRAVEL ROAD CROSSING, 45 FEET WEST OF THE WEST
 GD0306'RAIL, 46 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 42.5
 GD0306'FEET SOUTHWEST OF THE CROSSING WARNING SIGN, 25 FEET SOUTH OF A
 GD0306'FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH OF A
 GD0306'WHITE WOODEN WITNESS POST, 4.5 FEET ABOVE THE TRACK AND SET IN
 GD0306'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK
 GD0306'IS NOW 0.8 OF A FOOT N OF A METAL WITNESS POST AND SIGN AND IS
 GD0306'FLUSH WITH THE SURFACE OF THE GROUND.
 GD0306
 GD0306                          STATION RECOVERY (1967)
 GD0306
 GD0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0306'RECOVERED IN GOOD CONDITION.
 GD0306
 GD0306                          STATION RECOVERY (2002)
 GD0306
 GD0306'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0306'ROAD CROSSING RR IS NOW GARRETT KIMBALL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1214 ***********************************************************************
 FD1214  DESIGNATION -  R 175
 FD1214  PID         -  FD1214
 FD1214  STATE/COUNTY-  TN/PERRY
 FD1214  USGS QUAD   -  GRAVES SPRING (1968)
 FD1214
 FD1214                         *CURRENT SURVEY CONTROL
 FD1214  ___________________________________________________________________
 FD1214* NAD 83(1986)-  35 34 32.     (N)    087 42 57.     (W)     SCALED    
 FD1214* NAVD 88     -       256.222  (meters)     840.62   (feet)  ADJUSTED  
 FD1214  ___________________________________________________________________
 FD1214  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1214  DYNAMIC HT  -         255.985 (meters)     839.84  (feet)  COMP
 FD1214  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD1214
 FD1214  VERT ORDER  -  FIRST     CLASS II
 FD1214
 FD1214.The horizontal coordinates were scaled from a topographic map and have
 FD1214.an estimated accuracy of +/- 6 seconds.
 FD1214
 FD1214.The orthometric height was determined by differential leveling
 FD1214.and adjusted by the National Geodetic Survey in June 1991..
 FD1214
 FD1214.The geoid height was determined by GEOID03.
 FD1214
 FD1214.The dynamic height is computed by dividing the NAVD 88
 FD1214.geopotential number by the normal gravity value computed on the
 FD1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1214.degrees latitude (g = 980.6199 gals.).
 FD1214
 FD1214.The modeled gravity was interpolated from observed gravity values.
 FD1214
 FD1214;                    North         East    Units  Estimated Accuracy
 FD1214;SPC TN       -   139,190.      444,480.      MT  (+/- 180 meters Scaled)
 FD1214
 FD1214                          SUPERSEDED SURVEY CONTROL
 FD1214
 FD1214  NGVD 29 (??/??/92)  256.206  (m)          840.57   (f) ADJ UNCH    1 2
 FD1214
 FD1214.Superseded values are not recommended for survey control.
 FD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1214.See file dsdata.txt to determine how the superseded data were derived.
 FD1214
 FD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE351371(NAD 83)
 FD1214_MARKER: DB = BENCH MARK DISK
 FD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1214_STAMPING: R 175 1949
 FD1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1214+STABILITY: SURFACE MOTION
 FD1214
 FD1214  HISTORY     - Date     Condition        Report By
 FD1214  HISTORY     - 1949     MONUMENTED       CGS
 FD1214  HISTORY     - 1953     GOOD             NGS
 FD1214
 FD1214                          STATION DESCRIPTION
 FD1214
 FD1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1214'10 MI E FROM LINDEN.
 FD1214'ABOUT 10.0 MILES EAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1214'HOUSE AT LINDEN, ABOUT 11.0 MILES WEST ALONG STATE HIGHWAY 20
 FD1214'FROM THE FIRST NATIONAL BANK AT HOHENWALD, AT THE JUNCTION OF A
 FD1214'GRAVEL ROAD SOUTHWEST, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FD1214'HIGHWAY, 61 FEET EAST OF THE CENTER LINE OF THE NORTHWEST LEG OF
 FD1214'THE GRAVEL ROAD SOUTHWEST, 10 FEET WEST OF A TRIANGULAR BLAZED
 FD1214'14-INCH WHITE OAK TREE, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN
 FD1214'WITNESS POST, 3 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 FD1214'CONCRETE POST PROJECTING 4 INCHES.
 FD1214
 FD1214                          STATION RECOVERY (1953)
 FD1214
 FD1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0871 ***********************************************************************
 FD0871  DESIGNATION -  R 176
 FD0871  PID         -  FD0871
 FD0871  STATE/COUNTY-  TN/LEWIS
 FD0871  USGS QUAD   -  HENRYVILLE (1976)
 FD0871
 FD0871                         *CURRENT SURVEY CONTROL
 FD0871  ___________________________________________________________________
 FD0871* NAD 83(1986)-  35 29 29.     (N)    087 24 58.     (W)     SCALED    
 FD0871* NAVD 88     -       289.493  (meters)     949.78   (feet)  ADJUSTED  
 FD0871  ___________________________________________________________________
 FD0871  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0871  DYNAMIC HT  -         289.227 (meters)     948.91  (feet)  COMP
 FD0871  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FD0871
 FD0871  VERT ORDER  -  FIRST     CLASS II
 FD0871
 FD0871.The horizontal coordinates were scaled from a topographic map and have
 FD0871.an estimated accuracy of +/- 6 seconds.
 FD0871
 FD0871.The orthometric height was determined by differential leveling
 FD0871.and adjusted by the National Geodetic Survey in June 1991..
 FD0871
 FD0871.The geoid height was determined by GEOID03.
 FD0871
 FD0871.The dynamic height is computed by dividing the NAVD 88
 FD0871.geopotential number by the normal gravity value computed on the
 FD0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0871.degrees latitude (g = 980.6199 gals.).
 FD0871
 FD0871.The modeled gravity was interpolated from observed gravity values.
 FD0871
 FD0871;                    North         East    Units  Estimated Accuracy
 FD0871;SPC TN       -   129,420.      471,510.      MT  (+/- 180 meters Scaled)
 FD0871
 FD0871                          SUPERSEDED SURVEY CONTROL
 FD0871
 FD0871  NGVD 29 (??/??/92)  289.469  (m)          949.70   (f) ADJ UNCH    1 2
 FD0871
 FD0871.Superseded values are not recommended for survey control.
 FD0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0871.See file dsdata.txt to determine how the superseded data were derived.
 FD0871
 FD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE622276(NAD 83)
 FD0871_MARKER: DB = BENCH MARK DISK
 FD0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0871_STAMPING: R 176 1949
 FD0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0871+STABILITY: SURFACE MOTION
 FD0871
 FD0871  HISTORY     - Date     Condition        Report By
 FD0871  HISTORY     - 1949     MONUMENTED       CGS
 FD0871  HISTORY     - 1972     GOOD             TVA
 FD0871
 FD0871                          STATION DESCRIPTION
 FD0871
 FD0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0871'9.8 MI E FROM HOHENWALD.
 FD0871'ABOUT 9.85 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0871'NATIONAL BANK AT HOHENWALD, ABOUT 0.9 MILE EAST OF GARRET
 FD0871'SCHOOL, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FD0871'39 FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL NORTHWEST,
 FD0871'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD0871'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD0871'INCHES.  NOTE-- 24.5 FEET EAST OF 10 INCH HICKORY TREE.  UNDER
 FD0871'POWERLINE WHERE POWERLINE LEAVES ROAD GOING NE PLACED WITNESS
 FD0871'POST 2 FEET NW OF MONUMENT.
 FD0871
 FD0871                          STATION RECOVERY (1972)
 FD0871
 FD0871'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0294 ***********************************************************************
 GD0294  DESIGNATION -  R 177
 GD0294  PID         -  GD0294
 GD0294  STATE/COUNTY-  TN/WEAKLEY
 GD0294  USGS QUAD   -  COMO (1985)
 GD0294
 GD0294                         *CURRENT SURVEY CONTROL
 GD0294  ___________________________________________________________________
 GD0294* NAD 83(1986)-  36 17 36.     (N)    088 36 30.     (W)     SCALED    
 GD0294* NAVD 88     -       118.120  (meters)     387.53   (feet)  ADJUSTED  
 GD0294  ___________________________________________________________________
 GD0294  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD0294  DYNAMIC HT  -         118.023 (meters)     387.21  (feet)  COMP
 GD0294  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GD0294
 GD0294  VERT ORDER  -  FIRST     CLASS II
 GD0294
 GD0294.The horizontal coordinates were scaled from a topographic map and have
 GD0294.an estimated accuracy of +/- 6 seconds.
 GD0294
 GD0294.The orthometric height was determined by differential leveling
 GD0294.and adjusted by the National Geodetic Survey in June 1991..
 GD0294
 GD0294.The geoid height was determined by GEOID03.
 GD0294
 GD0294.The dynamic height is computed by dividing the NAVD 88
 GD0294.geopotential number by the normal gravity value computed on the
 GD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0294.degrees latitude (g = 980.6199 gals.).
 GD0294
 GD0294.The modeled gravity was interpolated from observed gravity values.
 GD0294
 GD0294;                    North         East    Units  Estimated Accuracy
 GD0294;SPC TN       -   220,590.      365,730.      MT  (+/- 180 meters Scaled)
 GD0294
 GD0294                          SUPERSEDED SURVEY CONTROL
 GD0294
 GD0294  NGVD 29 (??/??/??)  118.152  (m)          387.64   (f) ADJUSTED    1 2
 GD0294
 GD0294.Superseded values are not recommended for survey control.
 GD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0294.See file dsdata.txt to determine how the superseded data were derived.
 GD0294
 GD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF555176(NAD 83)
 GD0294_MARKER: DB = BENCH MARK DISK
 GD0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0294_SP_SET: CULVERT
 GD0294_STAMPING: R 177 1949
 GD0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0294+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0294
 GD0294  HISTORY     - Date     Condition        Report By
 GD0294  HISTORY     - 1949     MONUMENTED       CGS
 GD0294  HISTORY     - 1967     GOOD             CGS
 GD0294  HISTORY     - 20020827 GOOD             USACE
 GD0294
 GD0294                          STATION DESCRIPTION
 GD0294
 GD0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0294'5.6 MI E FROM DRESDEN.
 GD0294'ABOUT 5.55 MILES EAST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0294'HOUSE AT DRESDEN, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT
 GD0294'0.15 MILE WEST OF A HIGHWAY BRIDGE, 31 FEET SOUTH OF THE CENTER
 GD0294'LINE OF THE HIGHWAY, 115 FEET WEST OF THE CENTER LINE OF THE
 GD0294'GRAVEL ROAD SOUTH, SET IN THE TOP OF THE WEST END OF THE SOUTH
 GD0294'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, 4 FEET BELOW THE HIGHWAY.
 GD0294
 GD0294                          STATION RECOVERY (1967)
 GD0294
 GD0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0294'RECOVERED IN GOOD CONDITION.
 GD0294
 GD0294                          STATION RECOVERY (2002)
 GD0294
 GD0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0294'GRAVEL RD. SOUTH IS NOW THOMPSON CREEK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0210 ***********************************************************************
 FD0210  DESIGNATION -  R 178
 FD0210  PID         -  FD0210
 FD0210  STATE/COUNTY-  TN/FRANKLIN
 FD0210  USGS QUAD   -  BELVIDERE (1982)
 FD0210
 FD0210                         *CURRENT SURVEY CONTROL
 FD0210  ___________________________________________________________________
 FD0210* NAD 83(1986)-  35 08 57.     (N)    086 09 42.     (W)     SCALED    
 FD0210* NAVD 88     -       311.375  (meters)    1021.57   (feet)  ADJUSTED  
 FD0210  ___________________________________________________________________
 FD0210  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0210  DYNAMIC HT  -         311.067 (meters)    1020.56  (feet)  COMP
 FD0210  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 FD0210
 FD0210  VERT ORDER  -  FIRST     CLASS II
 FD0210
 FD0210.The horizontal coordinates were scaled from a topographic map and have
 FD0210.an estimated accuracy of +/- 6 seconds.
 FD0210
 FD0210.The orthometric height was determined by differential leveling
 FD0210.and adjusted by the National Geodetic Survey in June 1991..
 FD0210
 FD0210.The geoid height was determined by GEOID03.
 FD0210
 FD0210.The dynamic height is computed by dividing the NAVD 88
 FD0210.geopotential number by the normal gravity value computed on the
 FD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0210.degrees latitude (g = 980.6199 gals.).
 FD0210
 FD0210.The modeled gravity was interpolated from observed gravity values.
 FD0210
 FD0210;                    North         East    Units  Estimated Accuracy
 FD0210;SPC TN       -    90,530.      585,270.      MT  (+/- 180 meters Scaled)
 FD0210
 FD0210                          SUPERSEDED SURVEY CONTROL
 FD0210
 FD0210  NGVD 29 (??/??/92)  311.342  (m)         1021.46   (f) ADJ UNCH    1 2
 FD0210
 FD0210.Superseded values are not recommended for survey control.
 FD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0210.See file dsdata.txt to determine how the superseded data were derived.
 FD0210
 FD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED763899(NAD 83)
 FD0210_MARKER: DB = BENCH MARK DISK
 FD0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0210_STAMPING: R 178 1949
 FD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0210+STABILITY: SURFACE MOTION
 FD0210
 FD0210  HISTORY     - Date     Condition        Report By
 FD0210  HISTORY     - 1949     MONUMENTED       CGS
 FD0210
 FD0210                          STATION DESCRIPTION
 FD0210
 FD0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0210'2.4 MI NE FROM BELVIDERE.
 FD0210'2.45 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0210'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, ABOUT 0.45 MILE
 FD0210'NORTHEAST OF THE NORTHEAST END OF THE SIDING AT KASSERMAN, AT
 FD0210'A DIM FARM ROAD CROSSING, 46 FEET WEST AND ACROSS THE TRACK
 FD0210'FROM POLE NO. 6/15, 42 FEET NORTHEAST AND ACROSS DIM ROAD FROM A
 FD0210'WHISTLE POST, 17 FEET NORTHWEST OF THE NORTHWEST RAIL, 10
 FD0210'FEET NORTHEAST OF THE CENTER LINE OF THE DIM FARM ROAD, 4 1/2
 FD0210'FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A
 FD0210'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 FD0210'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 FD0210'IS ABOUT 3.55 MILES SOUTHWEST OF THE STATION AT WINCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0345 ***********************************************************************
 FD0345  DESIGNATION -  R 179
 FD0345  PID         -  FD0345
 FD0345  STATE/COUNTY-  TN/LINCOLN
 FD0345  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0345
 FD0345                         *CURRENT SURVEY CONTROL
 FD0345  ___________________________________________________________________
 FD0345* NAD 83(1986)-  35 09 29.     (N)    086 33 36.     (W)     SCALED    
 FD0345* NAVD 88     -       207.523  (meters)     680.85   (feet)  ADJUSTED  
 FD0345  ___________________________________________________________________
 FD0345  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0345  DYNAMIC HT  -         207.331 (meters)     680.22  (feet)  COMP
 FD0345  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FD0345
 FD0345  VERT ORDER  -  FIRST     CLASS II
 FD0345
 FD0345.The horizontal coordinates were scaled from a topographic map and have
 FD0345.an estimated accuracy of +/- 6 seconds.
 FD0345
 FD0345.The orthometric height was determined by differential leveling
 FD0345.and adjusted by the National Geodetic Survey in June 1991..
 FD0345
 FD0345.The geoid height was determined by GEOID03.
 FD0345
 FD0345.The dynamic height is computed by dividing the NAVD 88
 FD0345.geopotential number by the normal gravity value computed on the
 FD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0345.degrees latitude (g = 980.6199 gals.).
 FD0345
 FD0345.The modeled gravity was interpolated from observed gravity values.
 FD0345
 FD0345;                    North         East    Units  Estimated Accuracy
 FD0345;SPC TN       -    91,650.      548,980.      MT  (+/- 180 meters Scaled)
 FD0345
 FD0345                          SUPERSEDED SURVEY CONTROL
 FD0345
 FD0345  NGVD 29 (??/??/92)  207.506  (m)          680.79   (f) ADJ UNCH    1 2
 FD0345
 FD0345.Superseded values are not recommended for survey control.
 FD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0345.See file dsdata.txt to determine how the superseded data were derived.
 FD0345
 FD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED400906(NAD 83)
 FD0345_MARKER: DB = BENCH MARK DISK
 FD0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0345_SP_SET: ABUTMENT
 FD0345_STAMPING: R 179 1949
 FD0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0345
 FD0345  HISTORY     - Date     Condition        Report By
 FD0345  HISTORY     - 1949     MONUMENTED       CGS
 FD0345
 FD0345                          STATION DESCRIPTION
 FD0345
 FD0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0345'AT FAYETTEVILLE.
 FD0345'AT FAYETTEVILLE, AT THE CROSSING OF U.S. HIGHWAY 64 AND THE
 FD0345'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 230 FEET EAST-NORTHEAST
 FD0345'OF THE CENTER OF THE CROSSING, SET IN THE TOP OF THE NORTHWEST
 FD0345'END OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE ON U.S.
 FD0345'HIGHWAY 64, 15 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 FD0345'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0228 ***********************************************************************
 GD0228  DESIGNATION -  R 18
 GD0228  PID         -  GD0228
 GD0228  STATE/COUNTY-  TN/HENRY
 GD0228  USGS QUAD   -  MANSFIELD (1985)
 GD0228
 GD0228                         *CURRENT SURVEY CONTROL
 GD0228  ___________________________________________________________________
 GD0228* NAD 83(1986)-  36 10 36.     (N)    088 17 10.     (W)     SCALED    
 GD0228* NAVD 88     -       140.974  (meters)     462.51   (feet)  ADJUSTED  
 GD0228  ___________________________________________________________________
 GD0228  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0228  DYNAMIC HT  -         140.857 (meters)     462.13  (feet)  COMP
 GD0228  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 GD0228
 GD0228  VERT ORDER  -  FIRST     CLASS II
 GD0228
 GD0228.The horizontal coordinates were scaled from a topographic map and have
 GD0228.an estimated accuracy of +/- 6 seconds.
 GD0228
 GD0228.The orthometric height was determined by differential leveling
 GD0228.and adjusted by the National Geodetic Survey in June 1991..
 GD0228
 GD0228.The geoid height was determined by GEOID03.
 GD0228
 GD0228.The dynamic height is computed by dividing the NAVD 88
 GD0228.geopotential number by the normal gravity value computed on the
 GD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0228.degrees latitude (g = 980.6199 gals.).
 GD0228
 GD0228.The modeled gravity was interpolated from observed gravity values.
 GD0228
 GD0228;                    North         East    Units  Estimated Accuracy
 GD0228;SPC TN       -   206,920.      394,360.      MT  (+/- 180 meters Scaled)
 GD0228
 GD0228                          SUPERSEDED SURVEY CONTROL
 GD0228
 GD0228  NGVD 29 (??/??/??)  141.008  (m)          462.62   (f) ADJUSTED    1 2
 GD0228
 GD0228.Superseded values are not recommended for survey control.
 GD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0228.See file dsdata.txt to determine how the superseded data were derived.
 GD0228
 GD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF843043(NAD 83)
 GD0228_MARKER: DB = BENCH MARK DISK
 GD0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0228_STAMPING: 462.834 R 18 1934
 GD0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0228+STABILITY: SURFACE MOTION
 GD0228
 GD0228  HISTORY     - Date     Condition        Report By
 GD0228  HISTORY     - 1934     MONUMENTED       CGS
 GD0228  HISTORY     - 1935     GOOD             CGS
 GD0228  HISTORY     - 1971     GOOD             NGS
 GD0228
 GD0228                          STATION DESCRIPTION
 GD0228
 GD0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0228'AT MANSFIELD.
 GD0228'AT MANSFIELD, HENRY COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 GD0228'ST. LOUIS RAILWAY, 4 RAILS SOUTHEAST OF THE STATION, 29-2/3 POLES
 GD0228'SOUTHEAST OF MILEPOST 74, 2-1/2 RAILS SOUTHEAST OF A ROAD CROSSING,
 GD0228'AND 30 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED
 GD0228'462.834 R 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0228
 GD0228                          STATION RECOVERY (1971)
 GD0228
 GD0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0835 ***********************************************************************
 FD0835  DESIGNATION -  R 180
 FD0835  PID         -  FD0835
 FD0835  STATE/COUNTY-  TN/LEWIS
 FD0835  USGS QUAD   -  SUMMERTOWN (1976)
 FD0835
 FD0835                         *CURRENT SURVEY CONTROL
 FD0835  ___________________________________________________________________
 FD0835* NAD 83(1986)-  35 27 59.     (N)    087 18 17.     (W)     SCALED    
 FD0835* NAVD 88     -       262.803  (meters)     862.21   (feet)  ADJUSTED  
 FD0835  ___________________________________________________________________
 FD0835  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0835  DYNAMIC HT  -         262.561 (meters)     861.42  (feet)  COMP
 FD0835  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FD0835
 FD0835  VERT ORDER  -  FIRST     CLASS II
 FD0835
 FD0835.The horizontal coordinates were scaled from a topographic map and have
 FD0835.an estimated accuracy of +/- 6 seconds.
 FD0835
 FD0835.The orthometric height was determined by differential leveling
 FD0835.and adjusted by the National Geodetic Survey in June 1991..
 FD0835
 FD0835.The geoid height was determined by GEOID03.
 FD0835
 FD0835.The dynamic height is computed by dividing the NAVD 88
 FD0835.geopotential number by the normal gravity value computed on the
 FD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0835.degrees latitude (g = 980.6199 gals.).
 FD0835
 FD0835.The modeled gravity was interpolated from observed gravity values.
 FD0835
 FD0835;                    North         East    Units  Estimated Accuracy
 FD0835;SPC TN       -   126,500.      481,580.      MT  (+/- 180 meters Scaled)
 FD0835
 FD0835                          SUPERSEDED SURVEY CONTROL
 FD0835
 FD0835  NGVD 29 (??/??/92)  262.776  (m)          862.12   (f) ADJ UNCH    1 2
 FD0835
 FD0835.Superseded values are not recommended for survey control.
 FD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0835.See file dsdata.txt to determine how the superseded data were derived.
 FD0835
 FD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE723248(NAD 83)
 FD0835_MARKER: DB = BENCH MARK DISK
 FD0835_SETTING: 66 = SET IN ROCK OUTCROP
 FD0835_SP_SET: SET IN ROCK OUTCROP
 FD0835_STAMPING: R 180 1949
 FD0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0835+STABILITY: POSITION/ELEVATION WELL
 FD0835
 FD0835  HISTORY     - Date     Condition        Report By
 FD0835  HISTORY     - 1949     MONUMENTED       CGS
 FD0835  HISTORY     - 1973     GOOD             TVA
 FD0835  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0835
 FD0835                          STATION DESCRIPTION
 FD0835
 FD0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0835'2.8 MI SW FROM ROCKDALE.
 FD0835'ABOUT 2.75 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FD0835'RAILROAD FROM THE STATION AT ROCKDALE, ABOUT 0.2 MILE NORTHEAST
 FD0835'OF MILE POST 252, AT THE NORTHEAST END OF A RICK CUT, SET VERTICALLY
 FD0835'IN THE SOUTH FACE OF THE ROCK CUT, 148 FEET WEST OF THE WEST END
 FD0835'OF RAILROAD BRIDGE NO. 32, 166 FEET EAST OF THE EAST END OF
 FD0835'RAILROAD BRIDGE NO. 33, 8 FEET NORTH OF THE NORTH RAIL AND ABOUT
 FD0835'1 1/2 FEET ABOVE THE TRACK.  NOTE-- MARK IS ABOUT 2.95 MILES
 FD0835'NORTH OF THE STATION AT SUMMERTOWN, LAWRENCE COUNTY.  WHITE PAINTED
 FD0835'CROSS 1.5 FEET EAST.
 FD0835
 FD0835                          STATION RECOVERY (1973)
 FD0835
 FD0835'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0835'RECOVERED IN GOOD CONDITION.
 FD0835
 FD0835                          STATION RECOVERY (1983)
 FD0835
 FD0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0835'NOT RECOVERED, INACCESSIBLE TO LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1413 ***********************************************************************
 GC1413  DESIGNATION -  R 181
 GC1413  PID         -  GC1413
 GC1413  STATE/COUNTY-  TN/CHEATHAM
 GC1413  USGS QUAD   -  ASHLAND CITY (1987)
 GC1413
 GC1413                         *CURRENT SURVEY CONTROL
 GC1413  ___________________________________________________________________
 GC1413* NAD 83(1986)-  36 17 08.     (N)    087 04 43.     (W)     SCALED    
 GC1413* NAVD 88     -       124.379  (meters)     408.07   (feet)  ADJUSTED  
 GC1413  ___________________________________________________________________
 GC1413  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1413  DYNAMIC HT  -         124.275 (meters)     407.73  (feet)  COMP
 GC1413  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GC1413
 GC1413  VERT ORDER  -  FIRST     CLASS II
 GC1413
 GC1413.The horizontal coordinates were scaled from a topographic map and have
 GC1413.an estimated accuracy of +/- 6 seconds.
 GC1413
 GC1413.The orthometric height was determined by differential leveling
 GC1413.and adjusted by the National Geodetic Survey in June 1991..
 GC1413
 GC1413.The geoid height was determined by GEOID03.
 GC1413
 GC1413.The dynamic height is computed by dividing the NAVD 88
 GC1413.geopotential number by the normal gravity value computed on the
 GC1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1413.degrees latitude (g = 980.6199 gals.).
 GC1413
 GC1413.The modeled gravity was interpolated from observed gravity values.
 GC1413
 GC1413;                    North         East    Units  Estimated Accuracy
 GC1413;SPC TN       -   217,130.      503,100.      MT  (+/- 180 meters Scaled)
 GC1413
 GC1413                          SUPERSEDED SURVEY CONTROL
 GC1413
 GC1413  NGVD 29 (??/??/92)  124.428  (m)          408.23   (f) ADJ UNCH    1 2
 GC1413
 GC1413.Superseded values are not recommended for survey control.
 GC1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1413.See file dsdata.txt to determine how the superseded data were derived.
 GC1413
 GC1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF929156(NAD 83)
 GC1413_MARKER: DB = BENCH MARK DISK
 GC1413_SETTING: 66 = SET IN ROCK OUTCROP
 GC1413_SP_SET: ROCK CUT
 GC1413_STAMPING: R 181 1949
 GC1413_MARK LOGO: CGS   
 GC1413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1413+STABILITY: POSITION/ELEVATION WELL
 GC1413
 GC1413  HISTORY     - Date     Condition        Report By
 GC1413  HISTORY     - 1949     MONUMENTED       CGS
 GC1413  HISTORY     - 1984     GOOD             NGS
 GC1413
 GC1413                          STATION DESCRIPTION
 GC1413
 GC1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1413'0.7 MI NW FROM ASHLAND CITY.
 GC1413'0.7 MILE NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1413'THE STATION AT ASHLAND CITY, 201 FEET SOUTHEAST AND ACROSS THE
 GC1413'TRACK FROM MILE POST 30, 158 FEET NORTHWEST OF THE NORTHWEST END
 GC1413'OF TRESTLE NO. H 29-90, 200 FEET SOUTHEAST OF THE NORTHWEST
 GC1413'END OF A ROCK CUT, SET IN THE TOP OF A FLAT LAYER OF ROCK FORMED
 GC1413'BY SLIGHT ANGULAR RECESS OF UPPER LAYER OF ROCK, 8.8 FEET NORTHEAST
 GC1413'OF THE NORTHEAST RAIL, 0.3 FOOT NORTHEAST OF THE SOUTHWEST EDGE
 GC1413'OF THE LEDGE, ABOUT 0.4 FOOT SOUTHWEST OF THE SOUTHWEST FACE
 GC1413'OF THE UPPER LAYER OF ROCK AND ABOUT LEVEL WITH THE TRACK.
 GC1413
 GC1413                          STATION RECOVERY (1984)
 GC1413
 GC1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1413'RECOVERED IN DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1253 ***********************************************************************
 GC1253  DESIGNATION -  R 182
 GC1253  PID         -  GC1253
 GC1253  STATE/COUNTY-  TN/MONTGOMERY
 GC1253  USGS QUAD   -  CLARKSVILLE (1984)
 GC1253
 GC1253                         *CURRENT SURVEY CONTROL
 GC1253  ___________________________________________________________________
 GC1253* NAD 83(1986)-  36 31 38.     (N)    087 21 43.     (W)     SCALED    
 GC1253* NAVD 88     -       133.945  (meters)     439.45   (feet)  ADJUSTED  
 GC1253  ___________________________________________________________________
 GC1253  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1253  DYNAMIC HT  -         133.833 (meters)     439.08  (feet)  COMP
 GC1253  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC1253
 GC1253  VERT ORDER  -  FIRST     CLASS II
 GC1253
 GC1253.The horizontal coordinates were scaled from a topographic map and have
 GC1253.an estimated accuracy of +/- 6 seconds.
 GC1253
 GC1253.The orthometric height was determined by differential leveling
 GC1253.and adjusted by the National Geodetic Survey in June 1991..
 GC1253
 GC1253.The geoid height was determined by GEOID03.
 GC1253
 GC1253.The dynamic height is computed by dividing the NAVD 88
 GC1253.geopotential number by the normal gravity value computed on the
 GC1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1253.degrees latitude (g = 980.6199 gals.).
 GC1253
 GC1253.The modeled gravity was interpolated from observed gravity values.
 GC1253
 GC1253;                    North         East    Units  Estimated Accuracy
 GC1253;SPC TN       -   244,270.      478,030.      MT  (+/- 180 meters Scaled)
 GC1253
 GC1253                          SUPERSEDED SURVEY CONTROL
 GC1253
 GC1253  NGVD 29 (??/??/92)  134.011  (m)          439.67   (f) ADJ UNCH    1 2
 GC1253
 GC1253.Superseded values are not recommended for survey control.
 GC1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1253.See file dsdata.txt to determine how the superseded data were derived.
 GC1253
 GC1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF675424(NAD 83)
 GC1253_MARKER: DB = BENCH MARK DISK
 GC1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1253_SP_SET: BUILDING
 GC1253_STAMPING: R 182 1949
 GC1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1253
 GC1253  HISTORY     - Date     Condition        Report By
 GC1253  HISTORY     - 1949     MONUMENTED       CGS
 GC1253  HISTORY     - 1957     GOOD             NGS
 GC1253  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1253
 GC1253                          STATION DESCRIPTION
 GC1253
 GC1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1253'AT CLARKSVILLE.
 GC1253'AT CLARKSVILLE, AT THE TENNESSEE CENTRAL RAILWAY STATION, SET
 GC1253'VERTICALLY IN THE EAST FACE OF THE BRICK BUILDING HOUSING
 GC1253'TELEGRAPH OFFICE AND AGENTS OFFICE OF THE T.C. RY., 13 FEET
 GC1253'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 3.4 FEET NORTH
 GC1253'OF THE NORTH EDGE OF THE TELEGRAPH OFFICE WINDOW, 13 FEET WEST
 GC1253'OF THE WEST RAIL OF THE MAIN TRACK AND ABOUT 1 FOOT ABOVE THE
 GC1253'GROUND.
 GC1253
 GC1253                          STATION RECOVERY (1957)
 GC1253
 GC1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1253'RECOVERED IN GOOD CONDITION.
 GC1253
 GC1253                          STATION RECOVERY (1984)
 GC1253
 GC1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1253'SEARCHED FOR BUT NOT RECOVERED.  THE RAILROAD STATION IS STILL
 GC1253'STANDING BUT HAS BEEN ALTERED IN THE AREA OF THE MARK AND IS NOW A
 GC1253'GARAGE, THE MARK MAY STILL BE INTACT, BUT IS COVERED BY A CONCRETE
 GC1253'RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1387 ***********************************************************************
 FC1387  DESIGNATION -  R 183
 FC1387  PID         -  FC1387
 FC1387  STATE/COUNTY-  TN/MARION
 FC1387  USGS QUAD   -  SEQUATCHIE (1982)
 FC1387
 FC1387                         *CURRENT SURVEY CONTROL
 FC1387  ___________________________________________________________________
 FC1387* NAD 83(1986)-  35 00 39.     (N)    085 32 33.     (W)     SCALED    
 FC1387* NAVD 88     -       218.163  (meters)     715.76   (feet)  ADJUSTED  
 FC1387  ___________________________________________________________________
 FC1387  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1387  DYNAMIC HT  -         217.950 (meters)     715.06  (feet)  COMP
 FC1387  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 FC1387
 FC1387  VERT ORDER  -  FIRST     CLASS II
 FC1387
 FC1387.The horizontal coordinates were scaled from a topographic map and have
 FC1387.an estimated accuracy of +/- 6 seconds.
 FC1387
 FC1387.The orthometric height was determined by differential leveling
 FC1387.and adjusted by the National Geodetic Survey in June 1991..
 FC1387
 FC1387.The geoid height was determined by GEOID03.
 FC1387
 FC1387.The dynamic height is computed by dividing the NAVD 88
 FC1387.geopotential number by the normal gravity value computed on the
 FC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1387.degrees latitude (g = 980.6199 gals.).
 FC1387
 FC1387.The modeled gravity was interpolated from observed gravity values.
 FC1387
 FC1387;                    North         East    Units  Estimated Accuracy
 FC1387;SPC TN       -    75,270.      641,760.      MT  (+/- 180 meters Scaled)
 FC1387
 FC1387                          SUPERSEDED SURVEY CONTROL
 FC1387
 FC1387  NGVD 29 (??/??/92)  218.161  (m)          715.75   (f) ADJ UNCH    1 2
 FC1387
 FC1387.Superseded values are not recommended for survey control.
 FC1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1387.See file dsdata.txt to determine how the superseded data were derived.
 FC1387
 FC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD329752(NAD 83)
 FC1387_MARKER: DB = BENCH MARK DISK
 FC1387_SETTING: 66 = SET IN ROCK OUTCROP
 FC1387_SP_SET: BEDROCK
 FC1387_STAMPING: R 183 1950
 FC1387_MARK LOGO: CGS   
 FC1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1387+STABILITY: POSITION/ELEVATION WELL
 FC1387
 FC1387  HISTORY     - Date     Condition        Report By
 FC1387  HISTORY     - 1950     MONUMENTED       CGS
 FC1387  HISTORY     - 1963     GOOD             NGS
 FC1387  HISTORY     - 1983     GOOD             NGS
 FC1387
 FC1387                          STATION DESCRIPTION
 FC1387
 FC1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1387'0.2 MI E FROM LADDS.
 FC1387'ABOUT 0.25 MILE EASTERLY AND NORTHERLY ALONG LOUISVILLE AND
 FC1387'NASHVILLE RAILROAD FROM THE UNDERPASS OF NO. 156 TENNESSEE
 FC1387'HWY. IN LADDS, AT THE SW END OF A ROCK CUT, 92 FEET SW OF SW END
 FC1387'OF 3- BY 6-FOOT CONCRETE BASE OF NO. 133.5 RAILROAD TRAFFIC
 FC1387'LIGHT, 37.5 FEET NE OF NO. 133/19 CREOSOTED TELEPHONE POLE,
 FC1387'27.3 FEET SE OF SE RAIL OF MAIN LINE DOUBLE TRACKS, 1.6 FEET
 FC1387'LOWER THAN TOP OF SAME, AT THE NW CORNER OF A 2- BY 8-FOOT
 FC1387'EXPOSURE OF OUTCROP ROCK.
 FC1387
 FC1387                          STATION RECOVERY (1983)
 FC1387
 FC1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1387'RECOVERED THIS DATE.  NOTE, CHANGE POWERLINE POLE NUMBER 133 19 TO
 FC1387'POWERLINE POLE NUMBER B 15, ALSO OLD HIGHWAY 156 IS NOW SHELLMOUND
 FC1387'ROAD, ALSO RAILROAD TRAFFIC SIGNAL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1095 ***********************************************************************
 FC1095  DESIGNATION -  R 184
 FC1095  PID         -  FC1095
 FC1095  STATE/COUNTY-  TN/HAMILTON
 FC1095  USGS QUAD   -  DAISY (1976)
 FC1095
 FC1095                         *CURRENT SURVEY CONTROL
 FC1095  ___________________________________________________________________
 FC1095* NAD 83(1986)-  35 12 51.     (N)    085 12 45.     (W)     SCALED    
 FC1095* NAVD 88     -       210.001  (meters)     688.98   (feet)  ADJUSTED  
 FC1095  ___________________________________________________________________
 FC1095  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1095  DYNAMIC HT  -         209.793 (meters)     688.30  (feet)  COMP
 FC1095  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 FC1095
 FC1095  VERT ORDER  -  FIRST     CLASS II
 FC1095
 FC1095.The horizontal coordinates were scaled from a topographic map and have
 FC1095.an estimated accuracy of +/- 6 seconds.
 FC1095
 FC1095.The orthometric height was determined by differential leveling
 FC1095.and adjusted by the National Geodetic Survey in June 1991..
 FC1095
 FC1095.The geoid height was determined by GEOID03.
 FC1095
 FC1095.The dynamic height is computed by dividing the NAVD 88
 FC1095.geopotential number by the normal gravity value computed on the
 FC1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1095.degrees latitude (g = 980.6199 gals.).
 FC1095
 FC1095.The modeled gravity was interpolated from observed gravity values.
 FC1095
 FC1095;                    North         East    Units  Estimated Accuracy
 FC1095;SPC TN       -    98,020.      671,700.      MT  (+/- 180 meters Scaled)
 FC1095
 FC1095                          SUPERSEDED SURVEY CONTROL
 FC1095
 FC1095  NGVD 29 (??/??/92)  210.048  (m)          689.13   (f) ADJ UNCH    1 2
 FC1095
 FC1095.Superseded values are not recommended for survey control.
 FC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1095.See file dsdata.txt to determine how the superseded data were derived.
 FC1095
 FC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD626982(NAD 83)
 FC1095_MARKER: DB = BENCH MARK DISK
 FC1095_SETTING: 66 = SET IN ROCK OUTCROP
 FC1095_SP_SET: ROCK CUT
 FC1095_STAMPING: R 184 1950
 FC1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1095+STABILITY: POSITION/ELEVATION WELL
 FC1095
 FC1095  HISTORY     - Date     Condition        Report By
 FC1095  HISTORY     - 1950     MONUMENTED       CGS
 FC1095  HISTORY     - 1972     GOOD             TVA
 FC1095
 FC1095                          STATION DESCRIPTION
 FC1095
 FC1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1095'2 MI SW FROM DAISY.
 FC1095'ABOUT 2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1095'STATION AT DAISY, ABOUT 0.25 MILE NORTHEAST OF THE CROSSING
 FC1095'OF A BLACK TOP ROAD, SET IN THE TOP OF A SHELF IN A LIMESTONE
 FC1095'CUT, 229 FEET EAST-NORTHEAST AND ACROSS THE TRACK FROM MILE
 FC1095'POST 323, ABOUT 75 YARDS NORTHEAST OF THE SOUTHWEST END OF CUT,
 FC1095'7 3/4 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT LEVEL WITH
 FC1095'THE TRACK.
 FC1095
 FC1095                          STATION RECOVERY (1972)
 FC1095
 FC1095'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0710 ***********************************************************************
 FD0710  DESIGNATION -  R 185
 FD0710  PID         -  FD0710
 FD0710  STATE/COUNTY-  TN/MAURY
 FD0710  USGS QUAD   -  COLUMBIA (1989)
 FD0710
 FD0710                         *CURRENT SURVEY CONTROL
 FD0710  ___________________________________________________________________
 FD0710* NAD 83(1986)-  35 36 50.     (N)    087 02 06.     (W)     SCALED    
 FD0710* NAVD 88     -       194.195  (meters)     637.12   (feet)  ADJUSTED  
 FD0710  ___________________________________________________________________
 FD0710  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0710  DYNAMIC HT  -         194.024 (meters)     636.56  (feet)  COMP
 FD0710  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FD0710
 FD0710  VERT ORDER  -  FIRST     CLASS II
 FD0710
 FD0710.The horizontal coordinates were scaled from a topographic map and have
 FD0710.an estimated accuracy of +/- 6 seconds.
 FD0710
 FD0710.The orthometric height was determined by differential leveling
 FD0710.and adjusted by the National Geodetic Survey in June 1991..
 FD0710
 FD0710.The geoid height was determined by GEOID03.
 FD0710
 FD0710.The dynamic height is computed by dividing the NAVD 88
 FD0710.geopotential number by the normal gravity value computed on the
 FD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0710.degrees latitude (g = 980.6199 gals.).
 FD0710
 FD0710.The modeled gravity was interpolated from observed gravity values.
 FD0710
 FD0710;                    North         East    Units  Estimated Accuracy
 FD0710;SPC TN       -   142,570.      506,230.      MT  (+/- 180 meters Scaled)
 FD0710
 FD0710                          SUPERSEDED SURVEY CONTROL
 FD0710
 FD0710  NGVD 29 (??/??/92)  194.176  (m)          637.06   (f) ADJ UNCH    1 2
 FD0710
 FD0710.Superseded values are not recommended for survey control.
 FD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0710.See file dsdata.txt to determine how the superseded data were derived.
 FD0710
 FD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE968411(NAD 83)
 FD0710_MARKER: DB = BENCH MARK DISK
 FD0710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0710+WITH SETTING: PAVEMENT
 FD0710_STAMPING: R 185 1949
 FD0710_MARK LOGO: CGS   
 FD0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0710
 FD0710  HISTORY     - Date     Condition        Report By
 FD0710  HISTORY     - 1949     MONUMENTED       CGS
 FD0710  HISTORY     - 1953     GOOD             NGS
 FD0710  HISTORY     - 1983     GOOD             NGS
 FD0710
 FD0710                          STATION DESCRIPTION
 FD0710
 FD0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0710'AT COLUMBIA.
 FD0710'AT COLUMBIA, AT THE POST OFFICE, SET IN THE TOP OF THE TOP STEP
 FD0710'OF THE ENTRANCE TO THE BASEMENT AT THE NORTHEAST CORNER OF THE
 FD0710'POST OFFICE, 3.8 FEET SOUTH OF THE NORTH END OF THE STEP, AND
 FD0710'ABOUT 2 FEET BELOW THE TOP OF THE LOADING PLATFORM IN REAR OF
 FD0710'POST OFFICE.
 FD0710
 FD0710                          STATION RECOVERY (1953)
 FD0710
 FD0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD0710'RECOVERED IN GOOD CONDITION.
 FD0710
 FD0710                          STATION RECOVERY (1983)
 FD0710
 FD0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0504 ***********************************************************************
 FD0504  DESIGNATION -  R 186
 FD0504  PID         -  FD0504
 FD0504  STATE/COUNTY-  TN/RUTHERFORD
 FD0504  USGS QUAD   -  SMYRNA (1998)
 FD0504
 FD0504                         *CURRENT SURVEY CONTROL
 FD0504  ___________________________________________________________________
 FD0504* NAD 83(1986)-  35 59 44.     (N)    086 30 53.     (W)     SCALED    
 FD0504* NAVD 88     -       163.611  (meters)     536.78   (feet)  ADJUSTED  
 FD0504  ___________________________________________________________________
 FD0504  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FD0504  DYNAMIC HT  -         163.471 (meters)     536.32  (feet)  COMP
 FD0504  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FD0504
 FD0504  VERT ORDER  -  FIRST     CLASS II
 FD0504
 FD0504.The horizontal coordinates were scaled from a topographic map and have
 FD0504.an estimated accuracy of +/- 6 seconds.
 FD0504
 FD0504.The orthometric height was determined by differential leveling
 FD0504.and adjusted by the National Geodetic Survey in June 1991..
 FD0504
 FD0504.The geoid height was determined by GEOID03.
 FD0504
 FD0504.The dynamic height is computed by dividing the NAVD 88
 FD0504.geopotential number by the normal gravity value computed on the
 FD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0504.degrees latitude (g = 980.6199 gals.).
 FD0504
 FD0504.The modeled gravity was interpolated from observed gravity values.
 FD0504
 FD0504;                    North         East    Units  Estimated Accuracy
 FD0504;SPC TN       -   184,540.      553,590.      MT  (+/- 180 meters Scaled)
 FD0504
 FD0504                          SUPERSEDED SURVEY CONTROL
 FD0504
 FD0504  NGVD 29 (??/??/92)  163.631  (m)          536.85   (f) ADJ UNCH    1 2
 FD0504
 FD0504.Superseded values are not recommended for survey control.
 FD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0504.See file dsdata.txt to determine how the superseded data were derived.
 FD0504
 FD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE437835(NAD 83)
 FD0504_MARKER: DB = BENCH MARK DISK
 FD0504_SETTING: 80 = SET IN A BOULDER
 FD0504_SP_SET: BOULDER
 FD0504_STAMPING: R 186 1949
 FD0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0504+STABILITY: SURFACE MOTION
 FD0504
 FD0504  HISTORY     - Date     Condition        Report By
 FD0504  HISTORY     - 1949     MONUMENTED       CGS
 FD0504  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0504
 FD0504                          STATION DESCRIPTION
 FD0504
 FD0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0504'2 MI N FROM SMYRNA.
 FD0504'1.0 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0504'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.95
 FD0504'MILES EAST ALONG THE ENTRANCE ROAD THROUGH GATE 1 LEADING TO
 FD0504'SMYRNA AIR BASE, NEAR THE CREST OF A HILL, SET IN THE TOP OF A 5
 FD0504'BY 6-FOOT OUTCROPPING LIMESTONE BOULDER, 271 FEET SOUTHWEST AND
 FD0504'ACROSS THE ROAD FROM THE SOUTHWEST ONE OF FOUR FUEL SUPPLY TANKS,
 FD0504'124 FEET EAST OF A PROMINENT OUTCROPPING ROCK ABOUT 3 BY
 FD0504'12-FEET 3 FEET HIGH, 67 FEET SOUTH OF THE CENTER LINE OF THE
 FD0504'ROAD, 35 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK OF THE N.C.
 FD0504'AND ST. L. RY., AND ABOUT LEVEL WITH THE ROAD.
 FD0504
 FD0504                          STATION RECOVERY (2001)
 FD0504
 FD0504'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0401 ***********************************************************************
 GC0401  DESIGNATION -  R 187
 GC0401  PID         -  GC0401
 GC0401  STATE/COUNTY-  TN/DAVIDSON
 GC0401  USGS QUAD   -  ANTIOCH (1983)
 GC0401
 GC0401                         *CURRENT SURVEY CONTROL
 GC0401  ___________________________________________________________________
 GC0401* NAD 83(1986)-  36 07 01.     (N)    086 43 17.     (W)     SCALED    
 GC0401* NAVD 88     -       137.782  (meters)     452.04   (feet)  ADJUSTED  
 GC0401  ___________________________________________________________________
 GC0401  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0401  DYNAMIC HT  -         137.664 (meters)     451.65  (feet)  COMP
 GC0401  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0401
 GC0401  VERT ORDER  -  FIRST     CLASS II
 GC0401
 GC0401.The horizontal coordinates were scaled from a topographic map and have
 GC0401.an estimated accuracy of +/- 6 seconds.
 GC0401
 GC0401.The orthometric height was determined by differential leveling
 GC0401.and adjusted by the National Geodetic Survey in June 1991..
 GC0401
 GC0401.The geoid height was determined by GEOID03.
 GC0401
 GC0401.The dynamic height is computed by dividing the NAVD 88
 GC0401.geopotential number by the normal gravity value computed on the
 GC0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0401.degrees latitude (g = 980.6199 gals.).
 GC0401
 GC0401.The modeled gravity was interpolated from observed gravity values.
 GC0401
 GC0401;                    North         East    Units  Estimated Accuracy
 GC0401;SPC TN       -   198,130.      535,060.      MT  (+/- 180 meters Scaled)
 GC0401
 GC0401                          SUPERSEDED SURVEY CONTROL
 GC0401
 GC0401  NGVD 29 (??/??/92)  137.806  (m)          452.12   (f) ADJ UNCH    1 2
 GC0401
 GC0401.Superseded values are not recommended for survey control.
 GC0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0401.See file dsdata.txt to determine how the superseded data were derived.
 GC0401
 GC0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE250969(NAD 83)
 GC0401_MARKER: DB = BENCH MARK DISK
 GC0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0401_SP_SET: CULVERT
 GC0401_STAMPING: R 187 1949
 GC0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0401
 GC0401  HISTORY     - Date     Condition        Report By
 GC0401  HISTORY     - 1949     MONUMENTED       CGS
 GC0401  HISTORY     - 1960     GOOD             NGS
 GC0401
 GC0401                          STATION DESCRIPTION
 GC0401
 GC0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0401'6 MI NW FROM ANTIOCH.
 GC0401'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 GC0401'ROAD FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST OF INTERSTATE
 GC0401'HIGHWAY 24, THEN 0.6 MILE NORTH ON A GRAVELED ROAD, THEN 0.35
 GC0401'MILES NORTHWEST ON ANTIOCH PIKE TO THE MILL CREEK CHURCH, THEN
 GC0401'0.1 MILE NORTH ACROSS A FIELD TO A CONCRETE CULVERT UNDER THE
 GC0401'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, THEN 1.85 MILES
 GC0401'NORTHWEST ON THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 GC0401'TO A 10-FOOT CONCRETE CULVERT UNDER THE RAILWAY.  THE BENCH
 GC0401'MARK IS ABOUT 0.15 MILE WEST OF THE CROSSING OF THOMPSON LANE,
 GC0401'SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF THE
 GC0401'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0370 ***********************************************************************
 GC0370  DESIGNATION -  R 188
 GC0370  PID         -  GC0370
 GC0370  STATE/COUNTY-  TN/DAVIDSON
 GC0370  USGS QUAD   -  SCOTTSBORO (1983)
 GC0370
 GC0370                         *CURRENT SURVEY CONTROL
 GC0370  ___________________________________________________________________
 GC0370* NAD 83(1986)-  36 12 44.     (N)    086 58 27.     (W)     SCALED    
 GC0370* NAVD 88     -       126.747  (meters)     415.84   (feet)  ADJUSTED  
 GC0370  ___________________________________________________________________
 GC0370  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0370  DYNAMIC HT  -         126.639 (meters)     415.48  (feet)  COMP
 GC0370  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GC0370
 GC0370  VERT ORDER  -  FIRST     CLASS II
 GC0370
 GC0370.The horizontal coordinates were scaled from a topographic map and have
 GC0370.an estimated accuracy of +/- 6 seconds.
 GC0370
 GC0370.The orthometric height was determined by differential leveling
 GC0370.and adjusted by the National Geodetic Survey in June 1991..
 GC0370
 GC0370.The geoid height was determined by GEOID03.
 GC0370
 GC0370.The dynamic height is computed by dividing the NAVD 88
 GC0370.geopotential number by the normal gravity value computed on the
 GC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0370.degrees latitude (g = 980.6199 gals.).
 GC0370
 GC0370.The modeled gravity was interpolated from observed gravity values.
 GC0370
 GC0370;                    North         East    Units  Estimated Accuracy
 GC0370;SPC TN       -   208,900.      512,410.      MT  (+/- 180 meters Scaled)
 GC0370
 GC0370                          SUPERSEDED SURVEY CONTROL
 GC0370
 GC0370  NGVD 29 (??/??/92)  126.788  (m)          415.97   (f) ADJ UNCH    1 2
 GC0370
 GC0370.Superseded values are not recommended for survey control.
 GC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0370.See file dsdata.txt to determine how the superseded data were derived.
 GC0370
 GC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF023074(NAD 83)
 GC0370_MARKER: DB = BENCH MARK DISK
 GC0370_SETTING: 66 = SET IN ROCK OUTCROP
 GC0370_SP_SET: ROCK CUT
 GC0370_STAMPING: R 188 1949
 GC0370_MARK LOGO: CGS   
 GC0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0370
 GC0370  HISTORY     - Date     Condition        Report By
 GC0370  HISTORY     - 1949     MONUMENTED       CGS
 GC0370  HISTORY     - 1984     GOOD             NGS
 GC0370
 GC0370                          STATION DESCRIPTION
 GC0370
 GC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0370'7.5 MI SE FROM ASHLAND CITY.
 GC0370'7.5 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0370'STATION AT ASHLAND CITY, SET IN THE TOP OF A ROCK SHELF IN A CUT ON
 GC0370'HIGHWAY 12, 101 FEET EAST-NORTHEAST AND ACROSS HIGHWAY FROM POWER
 GC0370'TRANSFORMER POLE NO. A 254, 100 1/2 FEET NORTH AND ACROSS THE HIGHWAY
 GC0370'FROM TELEPHONE POLE NO. 314, 61 1/2 FEET NORTH-NORTHEAST AND ACROSS
 GC0370'HIGHWAY FROM NORTH RAIL OF THE TRACK, 186 FEET EAST-SOUTHEAST OF THE
 GC0370'CENTER LINE OF A DRIVE TO AN IMITATION RED BRICK HOUSE ON NORTH SIDE
 GC0370'OF HIGHWAY, 21 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 GC0370'HIGHWAY, AND ABOUT 3 1/2 FEET ABOVE THE TRACK.
 GC0370
 GC0370                          STATION RECOVERY (1984)
 GC0370
 GC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0467 ***********************************************************************
 GB0467  DESIGNATION -  R 189
 GB0467  PID         -  GB0467
 GB0467  STATE/COUNTY-  TN/KNOX
 GB0467  USGS QUAD   -  POWELL (1976)
 GB0467
 GB0467                         *CURRENT SURVEY CONTROL
 GB0467  ___________________________________________________________________
 GB0467* NAD 83(1986)-  36 02 06.     (N)    084 02 23.     (W)     SCALED    
 GB0467* NAVD 88     -       318.938  (meters)    1046.38   (feet)  ADJUSTED  
 GB0467  ___________________________________________________________________
 GB0467  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0467  DYNAMIC HT  -         318.640 (meters)    1045.40  (feet)  COMP
 GB0467  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 GB0467
 GB0467  VERT ORDER  -  FIRST     CLASS I
 GB0467
 GB0467.The horizontal coordinates were scaled from a topographic map and have
 GB0467.an estimated accuracy of +/- 6 seconds.
 GB0467
 GB0467.The orthometric height was determined by differential leveling
 GB0467.and adjusted by the National Geodetic Survey in June 1991..
 GB0467
 GB0467.The geoid height was determined by GEOID03.
 GB0467
 GB0467.The dynamic height is computed by dividing the NAVD 88
 GB0467.geopotential number by the normal gravity value computed on the
 GB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0467.degrees latitude (g = 980.6199 gals.).
 GB0467
 GB0467.The modeled gravity was interpolated from observed gravity values.
 GB0467
 GB0467;                    North         East    Units  Estimated Accuracy
 GB0467;SPC TN       -   190,570.      776,650.      MT  (+/- 180 meters Scaled)
 GB0467
 GB0467                          SUPERSEDED SURVEY CONTROL
 GB0467
 GB0467  NGVD 29 (??/??/92)  319.052  (m)         1046.76   (f) ADJ UNCH    1 1
 GB0467
 GB0467.Superseded values are not recommended for survey control.
 GB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0467.See file dsdata.txt to determine how the superseded data were derived.
 GB0467
 GB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE667918(NAD 83)
 GB0467_MARKER: DB = BENCH MARK DISK
 GB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0467_STAMPING: R 189 1950
 GB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0467+STABILITY: SURFACE MOTION
 GB0467
 GB0467  HISTORY     - Date     Condition        Report By
 GB0467  HISTORY     - 1950     MONUMENTED       CGS
 GB0467  HISTORY     - 1967     GOOD             NGS
 GB0467  HISTORY     - 1973     GOOD             TVA
 GB0467
 GB0467                          STATION DESCRIPTION
 GB0467
 GB0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0467'0.8 MI W FROM POWELL.
 GB0467'ABOUT 0.8 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0467'AT POWELL, ON THE INSIDE OF A CURVE, ABOUT 72 FEET SOUTHEAST
 GB0467'OF THE SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING TO THE
 GB0467'NORTH AND SOUTHEAST, 33.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GB0467'26 FEET EAST OF MILEPOST 9, 9 FEET NORTHEAST OF A TELEPHONE POLE,
 GB0467'2 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 GB0467'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GB0467'CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
 GB0467
 GB0467                          STATION RECOVERY (1973)
 GB0467
 GB0467'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0065 ***********************************************************************
 FE0065  DESIGNATION -  R 19
 FE0065  PID         -  FE0065
 FE0065  STATE/COUNTY-  TN/HENDERSON
 FE0065  USGS QUAD   -  LEXINGTON (1992)
 FE0065
 FE0065                         *CURRENT SURVEY CONTROL
 FE0065  ___________________________________________________________________
 FE0065* NAD 83(1986)-  35 38 41.     (N)    088 23 13.     (W)     SCALED    
 FE0065* NAVD 88     -       148.176  (meters)     486.14   (feet)  ADJUSTED  
 FE0065  ___________________________________________________________________
 FE0065  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0065  DYNAMIC HT  -         148.044 (meters)     485.71  (feet)  COMP
 FE0065  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE0065
 FE0065  VERT ORDER  -  FIRST     CLASS II
 FE0065
 FE0065.The horizontal coordinates were scaled from a topographic map and have
 FE0065.an estimated accuracy of +/- 6 seconds.
 FE0065
 FE0065.The orthometric height was determined by differential leveling
 FE0065.and adjusted by the National Geodetic Survey in June 1991..
 FE0065
 FE0065.The geoid height was determined by GEOID03.
 FE0065
 FE0065.The dynamic height is computed by dividing the NAVD 88
 FE0065.geopotential number by the normal gravity value computed on the
 FE0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0065.degrees latitude (g = 980.6199 gals.).
 FE0065
 FE0065.The modeled gravity was interpolated from observed gravity values.
 FE0065
 FE0065;                    North         East    Units  Estimated Accuracy
 FE0065;SPC TN       -   148,130.      383,860.      MT  (+/- 180 meters Scaled)
 FE0065
 FE0065                          SUPERSEDED SURVEY CONTROL
 FE0065
 FE0065  NGVD 29 (??/??/??)  148.193  (m)          486.20   (f) ADJUSTED    1 2
 FE0065
 FE0065.Superseded values are not recommended for survey control.
 FE0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0065.See file dsdata.txt to determine how the superseded data were derived.
 FE0065
 FE0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE744454(NAD 83)
 FE0065_MARKER: DB = BENCH MARK DISK
 FE0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0065_SP_SET: BRIDGE ABUTMENT
 FE0065_STAMPING: 486.315 R 19 1934
 FE0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0065
 FE0065  HISTORY     - Date     Condition        Report By
 FE0065  HISTORY     - 1934     MONUMENTED       CGS
 FE0065  HISTORY     - 1935     GOOD             CGS
 FE0065  HISTORY     - 1971     GOOD             TVA
 FE0065
 FE0065                          STATION DESCRIPTION
 FE0065
 FE0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0065'AT LEXINGTON.
 FE0065'AT LEXINGTON, HENDERSON COUNTY, 0.5 MILE NORTHEAST ALONG THE
 FE0065'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION,
 FE0065'AT BRIDGE NO. 117.9 OVER STATE HIGHWAY 20, IN THE CENTER OF THE
 FE0065'TOP OF THE SOUTHWEST ABUTMENT, AND 5 FEET SOUTHEAST OF THE
 FE0065'SOUTHEAST RAIL.  A STANDARD DISK, STAMPED 486.315 R 19 1934.
 FE0065
 FE0065                          STATION RECOVERY (1971)
 FE0065
 FE0065'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0503 ***********************************************************************
 GB0503  DESIGNATION -  R 190
 GB0503  PID         -  GB0503
 GB0503  STATE/COUNTY-  TN/ANDERSON
 GB0503  USGS QUAD   -  CLINTON (1990)
 GB0503
 GB0503                         *CURRENT SURVEY CONTROL
 GB0503  ___________________________________________________________________
 GB0503* NAD 83(1986)-  36 03 55.     (N)    084 13 34.     (W)     SCALED    
 GB0503* NAVD 88     -       264.452  (meters)     867.62   (feet)  ADJUSTED  
 GB0503  ___________________________________________________________________
 GB0503  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0503  DYNAMIC HT  -         264.209 (meters)     866.83  (feet)  COMP
 GB0503  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GB0503
 GB0503  VERT ORDER  -  FIRST     CLASS I
 GB0503
 GB0503.The horizontal coordinates were scaled from a topographic map and have
 GB0503.an estimated accuracy of +/- 6 seconds.
 GB0503
 GB0503.The orthometric height was determined by differential leveling
 GB0503.and adjusted by the National Geodetic Survey in June 1991..
 GB0503
 GB0503.The geoid height was determined by GEOID03.
 GB0503
 GB0503.The dynamic height is computed by dividing the NAVD 88
 GB0503.geopotential number by the normal gravity value computed on the
 GB0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0503.degrees latitude (g = 980.6199 gals.).
 GB0503
 GB0503.The modeled gravity was interpolated from observed gravity values.
 GB0503
 GB0503;                    North         East    Units  Estimated Accuracy
 GB0503;SPC TN       -   193,610.      759,790.      MT  (+/- 180 meters Scaled)
 GB0503
 GB0503                          SUPERSEDED SURVEY CONTROL
 GB0503
 GB0503  NGVD 29 (??/??/92)  264.585  (m)          868.06   (f) ADJ UNCH    1 1
 GB0503
 GB0503.Superseded values are not recommended for survey control.
 GB0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0503.See file dsdata.txt to determine how the superseded data were derived.
 GB0503
 GB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE498947(NAD 83)
 GB0503_MARKER: DB = BENCH MARK DISK
 GB0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0503_SP_SET: ABUTMENT
 GB0503_STAMPING: R 190 1950
 GB0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0503
 GB0503  HISTORY     - Date     Condition        Report By
 GB0503  HISTORY     - 1950     MONUMENTED       CGS
 GB0503  HISTORY     - 1967     GOOD             NGS
 GB0503  HISTORY     - 1972     GOOD             TVA
 GB0503
 GB0503                          STATION DESCRIPTION
 GB0503
 GB0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0503'6.8 MI SW FROM CLINTON.
 GB0503'ABOUT 6.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0503'STATION AT CLINTON, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 28, SET
 GB0503'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 GB0503'SOUTHERN RAILWAY OVERPASS OVER THE LOUISVILLE AND NASHVILLE
 GB0503'RAILROAD, 15.5 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 5 FEET
 GB0503'BELOW THE LEVEL OF THE TRACK.
 GB0503
 GB0503                          STATION RECOVERY (1972)
 GB0503
 GB0503'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0873 ***********************************************************************
 GB0873  DESIGNATION -  R 191
 GB0873  PID         -  GB0873
 GB0873  STATE/COUNTY-  TN/MORGAN
 GB0873  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0873
 GB0873                         *CURRENT SURVEY CONTROL
 GB0873  ___________________________________________________________________
 GB0873* NAD 83(1986)-  36 08 43.     (N)    084 38 42.     (W)     SCALED    
 GB0873* NAVD 88     -       371.961  (meters)    1220.34   (feet)  ADJUSTED  
 GB0873  ___________________________________________________________________
 GB0873  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0873  DYNAMIC HT  -         371.629 (meters)    1219.25  (feet)  COMP
 GB0873  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GB0873
 GB0873  VERT ORDER  -  FIRST     CLASS I
 GB0873
 GB0873.The horizontal coordinates were scaled from a topographic map and have
 GB0873.an estimated accuracy of +/- 6 seconds.
 GB0873
 GB0873.The orthometric height was determined by differential leveling
 GB0873.and adjusted by the National Geodetic Survey in June 1991..
 GB0873.WARNING-Repeat measurements at this control monument indicate possible
 GB0873.vertical movement.
 GB0873
 GB0873.The geoid height was determined by GEOID03.
 GB0873
 GB0873.The dynamic height is computed by dividing the NAVD 88
 GB0873.geopotential number by the normal gravity value computed on the
 GB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0873.degrees latitude (g = 980.6199 gals.).
 GB0873
 GB0873.The modeled gravity was interpolated from observed gravity values.
 GB0873
 GB0873;                    North         East    Units  Estimated Accuracy
 GB0873;SPC TN       -   201,880.      721,940.      MT  (+/- 180 meters Scaled)
 GB0873
 GB0873                          SUPERSEDED SURVEY CONTROL
 GB0873
 GB0873  NGVD 29 (??/??/92)  372.071  (m)         1220.70   (f) ADJ UNCH    1 1
 GB0873
 GB0873.Superseded values are not recommended for survey control.
 GB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0873.See file dsdata.txt to determine how the superseded data were derived.
 GB0873
 GB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF118026(NAD 83)
 GB0873_MARKER: DB = BENCH MARK DISK
 GB0873_SETTING: 66 = SET IN ROCK OUTCROP
 GB0873_SP_SET: ROCK CUT
 GB0873_STAMPING: R 191 1950
 GB0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0873+STABILITY: POSITION/ELEVATION WELL
 GB0873
 GB0873  HISTORY     - Date     Condition        Report By
 GB0873  HISTORY     - 1950     MONUMENTED       CGS
 GB0873  HISTORY     - 1968     GOOD             NGS
 GB0873
 GB0873                          STATION DESCRIPTION
 GB0873
 GB0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0873'2 MI N FROM LANCING.
 GB0873'ABOUT 1.95 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0873'AT LANCING, 0.2 MILE SOUTH OF MILEPOST 239, 102 YARDS SOUTH OF
 GB0873'THE EAST CONCRETE FOUNDATION OF A SIGNAL GANTRY, SET VERTICALLY
 GB0873'IN THE WEST FACE OF THE EAST ROCK WALL OF A CUT FOR THE RAILROAD,
 GB0873'275 FEET SOUTH OF THE NORTH END OF THE CUT, 17 FEET EAST OF THE
 GB0873'EAST RAIL OF THE EAST TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 GB0873'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0700 ***********************************************************************
 FC0700  DESIGNATION -  R 192
 FC0700  PID         -  FC0700
 FC0700  STATE/COUNTY-  TN/RHEA
 FC0700  USGS QUAD   -  EVENSVILLE (1990)
 FC0700
 FC0700                         *CURRENT SURVEY CONTROL
 FC0700  ___________________________________________________________________
 FC0700* NAD 83(1986)-  35 33 52.     (N)    084 57 20.     (W)     SCALED    
 FC0700* NAVD 88     -       229.650  (meters)     753.44   (feet)  ADJUSTED  
 FC0700  ___________________________________________________________________
 FC0700  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0700  DYNAMIC HT  -         229.428 (meters)     752.72  (feet)  COMP
 FC0700  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 FC0700
 FC0700  VERT ORDER  -  FIRST     CLASS II
 FC0700
 FC0700.The horizontal coordinates were scaled from a topographic map and have
 FC0700.an estimated accuracy of +/- 6 seconds.
 FC0700
 FC0700.The orthometric height was determined by differential leveling
 FC0700.and adjusted by the National Geodetic Survey in June 1991..
 FC0700
 FC0700.The geoid height was determined by GEOID03.
 FC0700
 FC0700.The dynamic height is computed by dividing the NAVD 88
 FC0700.geopotential number by the normal gravity value computed on the
 FC0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0700.degrees latitude (g = 980.6199 gals.).
 FC0700
 FC0700.The modeled gravity was interpolated from observed gravity values.
 FC0700
 FC0700;                    North         East    Units  Estimated Accuracy
 FC0700;SPC TN       -   137,100.      694,680.      MT  (+/- 180 meters Scaled)
 FC0700
 FC0700                          SUPERSEDED SURVEY CONTROL
 FC0700
 FC0700  NGVD 29 (??/??/92)  229.723  (m)          753.68   (f) ADJ UNCH    1 2
 FC0700
 FC0700.Superseded values are not recommended for survey control.
 FC0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0700.See file dsdata.txt to determine how the superseded data were derived.
 FC0700
 FC0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE852375(NAD 83)
 FC0700_MARKER: DB = BENCH MARK DISK
 FC0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0700_SP_SET: CULVERT
 FC0700_STAMPING: R 192 1950
 FC0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0700
 FC0700  HISTORY     - Date     Condition        Report By
 FC0700  HISTORY     - 1950     MONUMENTED       CGS
 FC0700
 FC0700                          STATION DESCRIPTION
 FC0700
 FC0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0700'AT EVENSVILLE.
 FC0700'AT EVENSVILLE, ABOUT 0.2 MILE SOUTHWEST ALONG THE SOUTHERN
 FC0700'RAILWAY FROM THE STATION, 35 YARDS SOUTHWEST AND ACROSS THE TRACK
 FC0700'FROM SEMAPHORE NO. 293.8, ABOUT 20 YARDS NORTH AND ACROSS A SIDE
 FC0700'TRACK FROM A WATER CRANE, SET IN THE TOP OF THE SOUTHWEST END OF
 FC0700'THE NORTHWEST HEAD WALL OF A 25-FOOT CONCRETE CULVERT WITH
 FC0700'PARTITION, 25 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC0700'TRACK, 7.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK,
 FC0700'2 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND ABOUT
 FC0700'1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0682 ***********************************************************************
 FC0682  DESIGNATION -  R 193
 FC0682  PID         -  FC0682
 FC0682  STATE/COUNTY-  TN/RHEA
 FC0682  USGS QUAD   -  PENNINE (1990)
 FC0682
 FC0682                         *CURRENT SURVEY CONTROL
 FC0682  ___________________________________________________________________
 FC0682* NAD 83(1986)-  35 40 14.     (N)    084 52 32.     (W)     SCALED    
 FC0682* NAVD 88     -       238.405  (meters)     782.17   (feet)  ADJUSTED  
 FC0682  ___________________________________________________________________
 FC0682  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0682  DYNAMIC HT  -         238.180 (meters)     781.43  (feet)  COMP
 FC0682  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FC0682
 FC0682  VERT ORDER  -  FIRST     CLASS II
 FC0682
 FC0682.The horizontal coordinates were scaled from a topographic map and have
 FC0682.an estimated accuracy of +/- 6 seconds.
 FC0682
 FC0682.The orthometric height was determined by differential leveling
 FC0682.and adjusted by the National Geodetic Survey in June 1991..
 FC0682
 FC0682.The geoid height was determined by GEOID03.
 FC0682
 FC0682.The dynamic height is computed by dividing the NAVD 88
 FC0682.geopotential number by the normal gravity value computed on the
 FC0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0682.degrees latitude (g = 980.6199 gals.).
 FC0682
 FC0682.The modeled gravity was interpolated from observed gravity values.
 FC0682
 FC0682;                    North         East    Units  Estimated Accuracy
 FC0682;SPC TN       -   148,950.      701,800.      MT  (+/- 180 meters Scaled)
 FC0682
 FC0682                          SUPERSEDED SURVEY CONTROL
 FC0682
 FC0682  NGVD 29 (??/??/92)  238.488  (m)          782.44   (f) ADJ UNCH    1 2
 FC0682
 FC0682.Superseded values are not recommended for survey control.
 FC0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0682.See file dsdata.txt to determine how the superseded data were derived.
 FC0682
 FC0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE922494(NAD 83)
 FC0682_MARKER: DD = SURVEY DISK
 FC0682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0682_SP_SET: BRIDGE
 FC0682_STAMPING: R 193 1950
 FC0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0682
 FC0682  HISTORY     - Date     Condition        Report By
 FC0682  HISTORY     - 1950     MONUMENTED       CGS
 FC0682
 FC0682                          STATION DESCRIPTION
 FC0682
 FC0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0682'1.8 MI SW FROM SPRING CITY.
 FC0682'1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0682'AT SPRING CITY, 123 YARDS SOUTHWEST OF MILE POST 285, SET IN THE
 FC0682'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 FC0682'60-FOOT BRIDGE OVER TOWN CREEK, 6.8 FEET NORTHWEST OF THE
 FC0682'NORTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0646 ***********************************************************************
 FC0646  DESIGNATION -  R 194
 FC0646  PID         -  FC0646
 FC0646  STATE/COUNTY-  TN/ROANE
 FC0646  USGS QUAD   -  CARDIFF (1990)
 FC0646
 FC0646                         *CURRENT SURVEY CONTROL
 FC0646  ___________________________________________________________________
 FC0646* NAD 83(1986)-  35 53 06.     (N)    084 39 20.     (W)     SCALED    
 FC0646* NAVD 88     -       258.595  (meters)     848.41   (feet)  ADJUSTED  
 FC0646  ___________________________________________________________________
 FC0646  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0646  DYNAMIC HT  -         258.355 (meters)     847.62  (feet)  COMP
 FC0646  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FC0646
 FC0646  VERT ORDER  -  FIRST     CLASS II
 FC0646
 FC0646.The horizontal coordinates were scaled from a topographic map and have
 FC0646.an estimated accuracy of +/- 6 seconds.
 FC0646
 FC0646.The orthometric height was determined by differential leveling
 FC0646.and adjusted by the National Geodetic Survey in June 1991..
 FC0646
 FC0646.The geoid height was determined by GEOID03.
 FC0646
 FC0646.The dynamic height is computed by dividing the NAVD 88
 FC0646.geopotential number by the normal gravity value computed on the
 FC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0646.degrees latitude (g = 980.6199 gals.).
 FC0646
 FC0646.The modeled gravity was interpolated from observed gravity values.
 FC0646
 FC0646;                    North         East    Units  Estimated Accuracy
 FC0646;SPC TN       -   172,990.      721,390.      MT  (+/- 180 meters Scaled)
 FC0646
 FC0646                          SUPERSEDED SURVEY CONTROL
 FC0646
 FC0646  NGVD 29 (??/??/92)  258.703  (m)          848.76   (f) ADJ UNCH    1 2
 FC0646
 FC0646.Superseded values are not recommended for survey control.
 FC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0646.See file dsdata.txt to determine how the superseded data were derived.
 FC0646
 FC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE116737(NAD 83)
 FC0646_MARKER: DB = BENCH MARK DISK
 FC0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0646_STAMPING: R 194 1950
 FC0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0646+STABILITY: SURFACE MOTION
 FC0646
 FC0646  HISTORY     - Date     Condition        Report By
 FC0646  HISTORY     - 1950     MONUMENTED       CGS
 FC0646  HISTORY     - 1972     GOOD             TVA
 FC0646
 FC0646                          STATION DESCRIPTION
 FC0646
 FC0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0646'2.3 MI NE FROM ROCKWOOD.
 FC0646'2.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0646'AT ROCKWOOD, ABOUT 0.5 MILE SOUTHWEST OF A NARROW OVERPASS
 FC0646'OF THE RAILWAY OVER A BLACK TOP ROAD, AT THE NORTHEAST END
 FC0646'OF A CUT, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 106 YARDS
 FC0646'NORTHEAST OF A PRIVATE FIELD ROAD CROSSING, 80 FEET NORTHEAST
 FC0646'OF A TELEPHONE POLE, 53 FEET SOUTHWEST OF A TELEPHONE POLE,
 FC0646'1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A.
 FC0646'STEEL WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 FC0646'OF A CONCRETE POST PROJECTING 2 INCHES.
 FC0646
 FC0646                          STATION RECOVERY (1972)
 FC0646
 FC0646'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0903 ***********************************************************************
 GB0903  DESIGNATION -  R 196
 GB0903  PID         -  GB0903
 GB0903  STATE/COUNTY-  TN/SCOTT
 GB0903  USGS QUAD   -  ROBBINS (1980)
 GB0903
 GB0903                         *CURRENT SURVEY CONTROL
 GB0903  ___________________________________________________________________
 GB0903* NAD 83(1986)-  36 18 25.     (N)    084 37 20.     (W)     SCALED    
 GB0903* NAVD 88     -       388.892  (meters)    1275.89   (feet)  ADJUSTED  
 GB0903  ___________________________________________________________________
 GB0903  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0903  DYNAMIC HT  -         388.557 (meters)    1274.79  (feet)  COMP
 GB0903  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 GB0903
 GB0903  VERT ORDER  -  FIRST     CLASS I
 GB0903
 GB0903.The horizontal coordinates were scaled from a topographic map and have
 GB0903.an estimated accuracy of +/- 6 seconds.
 GB0903
 GB0903.The orthometric height was determined by differential leveling
 GB0903.and adjusted by the National Geodetic Survey in June 1991..
 GB0903
 GB0903.The geoid height was determined by GEOID03.
 GB0903
 GB0903.The dynamic height is computed by dividing the NAVD 88
 GB0903.geopotential number by the normal gravity value computed on the
 GB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0903.degrees latitude (g = 980.6199 gals.).
 GB0903
 GB0903.The modeled gravity was interpolated from observed gravity values.
 GB0903
 GB0903;                    North         East    Units  Estimated Accuracy
 GB0903;SPC TN       -   219,840.      723,740.      MT  (+/- 180 meters Scaled)
 GB0903
 GB0903                          SUPERSEDED SURVEY CONTROL
 GB0903
 GB0903  NGVD 29 (??/??/92)  389.019  (m)         1276.31   (f) ADJ UNCH    1 1
 GB0903
 GB0903.Superseded values are not recommended for survey control.
 GB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0903.See file dsdata.txt to determine how the superseded data were derived.
 GB0903
 GB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF134206(NAD 83)
 GB0903_MARKER: DB = BENCH MARK DISK
 GB0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0903_SP_SET: CULVERT
 GB0903_STAMPING: R 196 1950
 GB0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0903
 GB0903  HISTORY     - Date     Condition        Report By
 GB0903  HISTORY     - 1950     MONUMENTED       CGS
 GB0903  HISTORY     - 1968     GOOD             NGS
 GB0903
 GB0903                          STATION DESCRIPTION
 GB0903
 GB0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0903'4.2 MI S FROM ROBBINS.
 GB0903'ABOUT 4.15 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0903'STATION AT ROBBINS, 0.1 MILE SOUTH OF MILEPOST 226, 0.3 MILE
 GB0903'NORTH OF A RAILROAD RADIO TOWER, SET IN THE TOP AND 1.1 FEET
 GB0903'SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 GB0903'THREE-CHANNEL CULVERT UNDER THE TRACKS, 28 FEET WEST OF THE WEST
 GB0903'RAIL OF THE WEST TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 GB0903'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0946 ***********************************************************************
 GB0946  DESIGNATION -  R 197
 GB0946  PID         -  GB0946
 GB0946  STATE/COUNTY-  TN/SCOTT
 GB0946  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0946
 GB0946                         *CURRENT SURVEY CONTROL
 GB0946  ___________________________________________________________________
 GB0946* NAD 83(1986)-  36 29 49.     (N)    084 31 02.     (W)     SCALED    
 GB0946* NAVD 88     -       437.559  (meters)    1435.56   (feet)  ADJUSTED  
 GB0946  ___________________________________________________________________
 GB0946  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0946  DYNAMIC HT  -         437.187 (meters)    1434.34  (feet)  COMP
 GB0946  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GB0946
 GB0946  VERT ORDER  -  FIRST     CLASS I
 GB0946
 GB0946.The horizontal coordinates were scaled from a topographic map and have
 GB0946.an estimated accuracy of +/- 6 seconds.
 GB0946
 GB0946.The orthometric height was determined by differential leveling
 GB0946.and adjusted by the National Geodetic Survey in June 1991..
 GB0946
 GB0946.The geoid height was determined by GEOID03.
 GB0946
 GB0946.The dynamic height is computed by dividing the NAVD 88
 GB0946.geopotential number by the normal gravity value computed on the
 GB0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0946.degrees latitude (g = 980.6199 gals.).
 GB0946
 GB0946.The modeled gravity was interpolated from observed gravity values.
 GB0946
 GB0946;                    North         East    Units  Estimated Accuracy
 GB0946;SPC TN       -   241,060.      732,850.      MT  (+/- 180 meters Scaled)
 GB0946
 GB0946                          SUPERSEDED SURVEY CONTROL
 GB0946
 GB0946  NGVD 29 (??/??/92)  437.683  (m)         1435.96   (f) ADJ UNCH    1 1
 GB0946
 GB0946.Superseded values are not recommended for survey control.
 GB0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0946.See file dsdata.txt to determine how the superseded data were derived.
 GB0946
 GB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF223419(NAD 83)
 GB0946_MARKER: DB = BENCH MARK DISK
 GB0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0946_SP_SET: ABUTMENT
 GB0946_STAMPING: R 197 1950
 GB0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0946
 GB0946  HISTORY     - Date     Condition        Report By
 GB0946  HISTORY     - 1950     MONUMENTED       CGS
 GB0946  HISTORY     - 1968     GOOD             NGS
 GB0946
 GB0946                          STATION DESCRIPTION
 GB0946
 GB0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0946'0.2 MI W FROM ONEIDA.
 GB0946'ABOUT 0.25 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0946'AT ONEIDA, 0.2 MILE NORTHEAST OF MILEPOST 210, SET IN THE TOP
 GB0946'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A STEEL
 GB0946'RAILROAD BRIDGE OVER LITTON FORK, 7 1/2 FEET SOUTH OF THE SOUTH
 GB0946'RAIL OF THE SOUTH TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GB0946'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1071 ***********************************************************************
 FC1071  DESIGNATION -  R 2
 FC1071  PID         -  FC1071
 FC1071  STATE/COUNTY-  TN/RHEA
 FC1071  USGS QUAD   -  GRAYSVILLE (1990)
 FC1071
 FC1071                         *CURRENT SURVEY CONTROL
 FC1071  ___________________________________________________________________
 FC1071* NAD 83(1986)-  35 26 07.     (N)    085 05 33.     (W)     SCALED    
 FC1071* NAVD 88     -       215.914  (meters)     708.38   (feet)  ADJUSTED  
 FC1071  ___________________________________________________________________
 FC1071  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1071  DYNAMIC HT  -         215.703 (meters)     707.69  (feet)  COMP
 FC1071  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1071
 FC1071  VERT ORDER  -  FIRST     CLASS II
 FC1071
 FC1071.The horizontal coordinates were scaled from a topographic map and have
 FC1071.an estimated accuracy of +/- 6 seconds.
 FC1071
 FC1071.The orthometric height was determined by differential leveling
 FC1071.and adjusted by the National Geodetic Survey in June 1991..
 FC1071
 FC1071.The geoid height was determined by GEOID03.
 FC1071
 FC1071.The dynamic height is computed by dividing the NAVD 88
 FC1071.geopotential number by the normal gravity value computed on the
 FC1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1071.degrees latitude (g = 980.6199 gals.).
 FC1071
 FC1071.The modeled gravity was interpolated from observed gravity values.
 FC1071
 FC1071;                    North         East    Units  Estimated Accuracy
 FC1071;SPC TN       -   122,640.      682,400.      MT  (+/- 180 meters Scaled)
 FC1071
 FC1071                          SUPERSEDED SURVEY CONTROL
 FC1071
 FC1071  NGVD 29 (??/??/92)  215.972  (m)          708.57   (f) ADJ UNCH    1 2
 FC1071
 FC1071.Superseded values are not recommended for survey control.
 FC1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1071.See file dsdata.txt to determine how the superseded data were derived.
 FC1071
 FC1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE731229(NAD 83)
 FC1071_MARKER: H = DRILL HOLE
 FC1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1071_SP_SET: BRIDGE
 FC1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1071
 FC1071  HISTORY     - Date     Condition        Report By
 FC1071  HISTORY     - 1950     MONUMENTED       CGS
 FC1071  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1071
 FC1071                          STATION DESCRIPTION
 FC1071
 FC1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1071'0.8 MI S FROM GRAYSVILLE.
 FC1071'ABOUT 0.8 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1071'AT GRAYSVILLE, THE BOTTOM OF A SQUARE HOLE IN THE EAST END OF
 FC1071'THE SOUTH STONE BRIDGE SEAT OF BRIDGE NO. 305.8 OVER ROARING
 FC1071'CREEK, 7 1/2 FEET EAST OF THE EAST RAIL, 4 INCHES WEST OF THE
 FC1071'EAST EDGE OF THE STONE BRIDGE SEAT, 8 INCHES SOUTH OF THE NORTH
 FC1071'EDGE OF THE BRIDGE SEAT, 1 INCH EAST OF THE NORTHEAST BOTTOM
 FC1071'CORNER OF A NEW CONCRETE ADDITION TO BRIDGE AND ABOUT 8 FEET
 FC1071'BELOW THE TRACK.  ONLY LETTERS C AND GS REMAIN CUT IN STONE.
 FC1071'U.S. ARE UNDER THE NEW CONCRETE ADDITION OF BRIDGE.
 FC1071
 FC1071                          STATION RECOVERY (1972)
 FC1071
 FC1071'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0129 ***********************************************************************
 FE0129  DESIGNATION -  R 20
 FE0129  PID         -  FE0129
 FE0129  STATE/COUNTY-  TN/HENDERSON
 FE0129  USGS QUAD   -  PARSONS (1986)
 FE0129
 FE0129                         *CURRENT SURVEY CONTROL
 FE0129  ___________________________________________________________________
 FE0129* NAD 83(1986)-  35 38 22.     (N)    088 14 11.     (W)     SCALED    
 FE0129* NAVD 88     -       133.380  (meters)     437.60   (feet)  ADJUSTED  
 FE0129  ___________________________________________________________________
 FE0129  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0129  DYNAMIC HT  -         133.262 (meters)     437.21  (feet)  COMP
 FE0129  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 FE0129
 FE0129  VERT ORDER  -  SECOND    CLASS 0
 FE0129
 FE0129.The horizontal coordinates were scaled from a topographic map and have
 FE0129.an estimated accuracy of +/- 6 seconds.
 FE0129
 FE0129.The orthometric height was determined by differential leveling
 FE0129.and adjusted by the National Geodetic Survey in June 1991..
 FE0129
 FE0129.The geoid height was determined by GEOID03.
 FE0129
 FE0129.The dynamic height is computed by dividing the NAVD 88
 FE0129.geopotential number by the normal gravity value computed on the
 FE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0129.degrees latitude (g = 980.6199 gals.).
 FE0129
 FE0129.The modeled gravity was interpolated from observed gravity values.
 FE0129
 FE0129;                    North         East    Units  Estimated Accuracy
 FE0129;SPC TN       -   147,230.      397,470.      MT  (+/- 180 meters Scaled)
 FE0129
 FE0129                          SUPERSEDED SURVEY CONTROL
 FE0129
 FE0129  NGVD 29 (??/??/??)  133.397  (m)          437.65   (f) ADJUSTED    2 0
 FE0129
 FE0129.Superseded values are not recommended for survey control.
 FE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0129.See file dsdata.txt to determine how the superseded data were derived.
 FE0129
 FE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE880446(NAD 83)
 FE0129_MARKER: DB = BENCH MARK DISK
 FE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0129_STAMPING: 437.735 R 20 1934
 FE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0129+STABILITY: SURFACE MOTION
 FE0129
 FE0129  HISTORY     - Date     Condition        Report By
 FE0129  HISTORY     - 1934     MONUMENTED       CGS
 FE0129  HISTORY     - 1935     GOOD             CGS
 FE0129
 FE0129                          STATION DESCRIPTION
 FE0129
 FE0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0129'2 MI E FROM CHESTERFIELD.
 FE0129'2.0 MILES EAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA AND ST.
 FE0129'LOUIS RAILWAY FROM CHESTERFIELD, HENDERSON COUNTY, 48 RAILS WEST
 FE0129'OF A ROAD CROSSING, AT THE WEST END OF A CUT, AND 20 FEET NORTH
 FE0129'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 437.735 R 20 1934
 FE0129'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0664 ***********************************************************************
 GB0664  DESIGNATION -  R 201
 GB0664  PID         -  GB0664
 GB0664  STATE/COUNTY-  TN/CAMPBELL
 GB0664  USGS QUAD   -  PIONEER (1979)
 GB0664
 GB0664                         *CURRENT SURVEY CONTROL
 GB0664  ___________________________________________________________________
 GB0664* NAD 83(1986)-  36 26 48.     (N)    084 17 13.     (W)     SCALED    
 GB0664* NAVD 88     -       414.980  (meters)    1361.48   (feet)  ADJUSTED  
 GB0664  ___________________________________________________________________
 GB0664  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0664  DYNAMIC HT  -         414.613 (meters)    1360.28  (feet)  COMP
 GB0664  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 GB0664
 GB0664  VERT ORDER  -  SECOND    CLASS 0
 GB0664
 GB0664.The horizontal coordinates were scaled from a topographic map and have
 GB0664.an estimated accuracy of +/- 6 seconds.
 GB0664
 GB0664.The orthometric height was determined by differential leveling
 GB0664.and adjusted by the National Geodetic Survey in June 1991..
 GB0664
 GB0664.The geoid height was determined by GEOID03.
 GB0664
 GB0664.The dynamic height is computed by dividing the NAVD 88
 GB0664.geopotential number by the normal gravity value computed on the
 GB0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0664.degrees latitude (g = 980.6199 gals.).
 GB0664
 GB0664.The modeled gravity was interpolated from observed gravity values.
 GB0664
 GB0664;                    North         East    Units  Estimated Accuracy
 GB0664;SPC TN       -   235,820.      753,570.      MT  (+/- 180 meters Scaled)
 GB0664
 GB0664                          SUPERSEDED SURVEY CONTROL
 GB0664
 GB0664  NGVD 29 (??/??/92)  415.089  (m)         1361.84   (f) ADJ UNCH    2 0
 GB0664
 GB0664.Superseded values are not recommended for survey control.
 GB0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0664.See file dsdata.txt to determine how the superseded data were derived.
 GB0664
 GB0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF431369(NAD 83)
 GB0664_MARKER: DB = BENCH MARK DISK
 GB0664_SETTING: 66 = SET IN ROCK OUTCROP
 GB0664_SP_SET: ROCK OUTCROP
 GB0664_STAMPING: R 201 1951 1361.838
 GB0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0664+STABILITY: POSITION/ELEVATION WELL
 GB0664
 GB0664  HISTORY     - Date     Condition        Report By
 GB0664  HISTORY     - 1951     MONUMENTED       CGS
 GB0664  HISTORY     - 1957     POOR             NGS
 GB0664
 GB0664                          STATION DESCRIPTION
 GB0664
 GB0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0664'3.6 MI SW FROM ELK VALLEY.
 GB0664'3.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 GB0664'AT ELK VALLEY, 3.25 MILES NORTHEAST OF THE STATION AT PIONEER,
 GB0664'0.4 MILE NORTHEAST OF MILE POST 51, 0.3 MILE NORTHEAST OF THE
 GB0664'NORTHEAST ONE OF FIVE TUNNELS, SET IN THE TOP OF A ROCK OUTCROP,
 GB0664'3.8 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE FOOTING OF AN
 GB0664'ABANDONED WATER TANK, 12 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GB0664'30 FEET NORTHEAST OF THE CENTER OF A FARM CROSSING, ABOUT 100
 GB0664'YARDS EAST OF THE HOME OF MR. SAMPSON RUSSELL, AND ABOUT LEVEL
 GB0664'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0167 ***********************************************************************
 GB0167  DESIGNATION -  R 202
 GB0167  PID         -  GB0167
 GB0167  STATE/COUNTY-  TN/SCOTT
 GB0167  USGS QUAD   -  KETCHEN (1982)
 GB0167
 GB0167                         *CURRENT SURVEY CONTROL
 GB0167  ___________________________________________________________________
 GB0167* NAD 83(1986)-  36 31 07.     (N)    084 16 31.     (W)     SCALED    
 GB0167* NAVD 88     -       578.148  (meters)    1896.81   (feet)  ADJUSTED  
 GB0167  ___________________________________________________________________
 GB0167  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0167  DYNAMIC HT  -         577.651 (meters)    1895.18  (feet)  COMP
 GB0167  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 GB0167
 GB0167  VERT ORDER  -  SECOND    CLASS 0
 GB0167
 GB0167.The horizontal coordinates were scaled from a topographic map and have
 GB0167.an estimated accuracy of +/- 6 seconds.
 GB0167
 GB0167.The orthometric height was determined by differential leveling
 GB0167.and adjusted by the National Geodetic Survey in June 1991..
 GB0167
 GB0167.The geoid height was determined by GEOID03.
 GB0167
 GB0167.The dynamic height is computed by dividing the NAVD 88
 GB0167.geopotential number by the normal gravity value computed on the
 GB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0167.degrees latitude (g = 980.6199 gals.).
 GB0167
 GB0167.The modeled gravity was interpolated from observed gravity values.
 GB0167
 GB0167;                    North         East    Units  Estimated Accuracy
 GB0167;SPC TN       -   243,820.      754,480.      MT  (+/- 180 meters Scaled)
 GB0167
 GB0167                          SUPERSEDED SURVEY CONTROL
 GB0167
 GB0167  NGVD 29 (??/??/92)  578.281  (m)         1897.24   (f) ADJ UNCH    2 0
 GB0167
 GB0167.Superseded values are not recommended for survey control.
 GB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0167.See file dsdata.txt to determine how the superseded data were derived.
 GB0167
 GB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF439449(NAD 83)
 GB0167_MARKER: DB = BENCH MARK DISK
 GB0167_SETTING: 66 = SET IN ROCK OUTCROP
 GB0167_SP_SET: ROCK OUTCROP
 GB0167_STAMPING: R 202 1951 1897.244
 GB0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0167+STABILITY: POSITION/ELEVATION WELL
 GB0167
 GB0167  HISTORY     - Date     Condition        Report By
 GB0167  HISTORY     - 1951     MONUMENTED       CGS
 GB0167  HISTORY     - 1957     GOOD             NGS
 GB0167  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0167
 GB0167                          STATION DESCRIPTION
 GB0167
 GB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0167'4.4 MI NW FROM ELK VALLEY.
 GB0167'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0167'VALLEY, THENCE ABOUT 3.65 MILES NORTHWEST ALONG A MOUNTAIN
 GB0167'ROAD, ABOUT 0.85 MILE NORTHWEST OF THE SCOTT-CAMPBELL COUNTY
 GB0167'LINE AND A DIM CROSS ROAD WHICH IS AT THE TOP OF MOUNTAIN, SET
 GB0167'ON THE NORTHWEST SLOPE OF MOUNTAIN, SET IN THE TOP OF A LARGE
 GB0167'SLANTING OUTCROP OF ROCK, ON THE OUTSIDE OF A SHARP CURVE WITH
 GB0167'TANGENTS EXTENDING SOUTH AND WEST, 54 FEET NORTH OF THE CENTER
 GB0167'LINE OF THE ROAD, 2 FEET NORTH OF THE SOUTH EDGE OF OUTCROP AND
 GB0167'ABOUT 6 FEET BELOW THE ROAD.
 GB0167
 GB0167                          STATION RECOVERY (1957)
 GB0167
 GB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0167'RECOVERED IN GOOD CONDITION.
 GB0167
 GB0167                          STATION RECOVERY (1977)
 GB0167
 GB0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0962 ***********************************************************************
 GB0962  DESIGNATION -  R 203
 GB0962  PID         -  GB0962
 GB0962  STATE/COUNTY-  TN/FENTRESS
 GB0962  USGS QUAD   -  STOCKTON (1984)
 GB0962
 GB0962                         *CURRENT SURVEY CONTROL
 GB0962  ___________________________________________________________________
 GB0962* NAD 83(1986)-  36 29 45.     (N)    084 50 18.     (W)     SCALED    
 GB0962* NAVD 88     -       511.332  (meters)    1677.60   (feet)  ADJUSTED  
 GB0962  ___________________________________________________________________
 GB0962  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0962  DYNAMIC HT  -         510.901 (meters)    1676.18  (feet)  COMP
 GB0962  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GB0962
 GB0962  VERT ORDER  -  SECOND    CLASS 0
 GB0962
 GB0962.The horizontal coordinates were scaled from a topographic map and have
 GB0962.an estimated accuracy of +/- 6 seconds.
 GB0962
 GB0962.The orthometric height was determined by differential leveling
 GB0962.and adjusted by the National Geodetic Survey in June 1991..
 GB0962
 GB0962.The geoid height was determined by GEOID03.
 GB0962
 GB0962.The dynamic height is computed by dividing the NAVD 88
 GB0962.geopotential number by the normal gravity value computed on the
 GB0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0962.degrees latitude (g = 980.6199 gals.).
 GB0962
 GB0962.The modeled gravity was interpolated from observed gravity values.
 GB0962
 GB0962;                    North         East    Units  Estimated Accuracy
 GB0962;SPC TN       -   240,550.      704,080.      MT  (+/- 180 meters Scaled)
 GB0962
 GB0962                          SUPERSEDED SURVEY CONTROL
 GB0962
 GB0962  NGVD 29 (??/??/92)  511.461  (m)         1678.02   (f) ADJ UNCH    2 0
 GB0962
 GB0962.Superseded values are not recommended for survey control.
 GB0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0962.See file dsdata.txt to determine how the superseded data were derived.
 GB0962
 GB0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF936411(NAD 83)
 GB0962_MARKER: DB = BENCH MARK DISK
 GB0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0962_STAMPING: R 203 1951 1678.018
 GB0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0962+STABILITY: SURFACE MOTION
 GB0962
 GB0962  HISTORY     - Date     Condition        Report By
 GB0962  HISTORY     - 1951     MONUMENTED       CGS
 GB0962  HISTORY     - 1958     GOOD             NGS
 GB0962
 GB0962                          STATION DESCRIPTION
 GB0962
 GB0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0962'3.8 MI NE FROM EAST JAMESTOWN.
 GB0962'ABOUT 3.8 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB0962'AT EAST JAMESTOWN, ABOUT 0.4 MILE NORTHEAST OF A BRIDGE OVER
 GB0962'LAUREL FORK CREEK, ABOUT 65 YARDS SOUTHWEST OF CENTER OF A CURVE
 GB0962'IN ROAD WITH TANGENTS EXTENDING SOUTHWEST AND NORTH, 23 FEET
 GB0962'SOUTHEAST OF CENTER LINE OF ROAD, 56 FEET EAST-SOUTHEAST AND
 GB0962'ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH HICKORY TREE, 9 1/2
 GB0962'FEET SOUTH-SOUTHWEST OF A LONE 10-INCH HICKORY TREE, 2 FEET
 GB0962'SOUTHEAST OF A TELEPHONE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GB0962'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 GB0962'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK IS
 GB0962'25 YARDS SOUTHWEST OF THE TOP OF A SMALL GRADE.
 GB0962
 GB0962                          STATION RECOVERY (1958)
 GB0962
 GB0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2185 ***********************************************************************
 GB2185  DESIGNATION -  R 204
 GB2185  PID         -  GB2185
 GB2185  STATE/COUNTY-  TN/CLAY
 GB2185  USGS QUAD   -  CELINA (1981)
 GB2185
 GB2185                         *CURRENT SURVEY CONTROL
 GB2185  ___________________________________________________________________
 GB2185* NAD 83(1986)-  36 35 43.     (N)    085 31 43.     (W)     SCALED    
 GB2185* NAVD 88     -       210.251  (meters)     689.80   (feet)  ADJUSTED  
 GB2185  ___________________________________________________________________
 GB2185  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB2185  DYNAMIC HT  -         210.075 (meters)     689.22  (feet)  COMP
 GB2185  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 GB2185
 GB2185  VERT ORDER  -  SECOND    CLASS 0
 GB2185
 GB2185.The horizontal coordinates were scaled from a topographic map and have
 GB2185.an estimated accuracy of +/- 6 seconds.
 GB2185
 GB2185.The orthometric height was determined by differential leveling
 GB2185.and adjusted by the National Geodetic Survey in June 1991..
 GB2185
 GB2185.The geoid height was determined by GEOID03.
 GB2185
 GB2185.The dynamic height is computed by dividing the NAVD 88
 GB2185.geopotential number by the normal gravity value computed on the
 GB2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2185.degrees latitude (g = 980.6199 gals.).
 GB2185
 GB2185.The modeled gravity was interpolated from observed gravity values.
 GB2185
 GB2185;                    North         East    Units  Estimated Accuracy
 GB2185;SPC TN       -   251,070.      642,180.      MT  (+/- 180 meters Scaled)
 GB2185
 GB2185                          SUPERSEDED SURVEY CONTROL
 GB2185
 GB2185  NGVD 29 (??/??/92)  210.370  (m)          690.19   (f) ADJ UNCH    2 0
 GB2185
 GB2185.Superseded values are not recommended for survey control.
 GB2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2185.See file dsdata.txt to determine how the superseded data were derived.
 GB2185
 GB2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF316509(NAD 83)
 GB2185_MARKER: DB = BENCH MARK DISK
 GB2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2185_STAMPING: R 204 1951
 GB2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2185+STABILITY: SURFACE MOTION
 GB2185
 GB2185  HISTORY     - Date     Condition        Report By
 GB2185  HISTORY     - 1951     MONUMENTED       CGS
 GB2185
 GB2185                          STATION DESCRIPTION
 GB2185
 GB2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2185'4.4 MI NW FROM CELINA.
 GB2185'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE
 GB2185'COURT HOUSE AT CELINA, THENCE ABOUT 0.65 MILE EAST AND NORTHEAST
 GB2185'ALONG A GRAVEL ROAD, THENCE ABOUT 2.25 MILES NORTHWEST AND
 GB2185'NORTH ALONG A GRAVEL ROAD, AT THE CROSSING OF AN EAST-WEST
 GB2185'WOODEN TOWER POWER TRANSMISSION LINE, 17 1/2 FEET NORTHWEST OF
 GB2185'CENTER LINE OF ROAD, IN LINE WITH SECOND WIRE FROM THE SOUTH
 GB2185'OF POWER TRANSMISSION LINE, 2 FEET NORTHEAST OF A WHITE
 GB2185'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE ROAD AND SET IN
 GB2185'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0192 ***********************************************************************
 FE0192  DESIGNATION -  R 21
 FE0192  PID         -  FE0192
 FE0192  STATE/COUNTY-  TN/HARDIN
 FE0192  USGS QUAD   -  THURMAN (1972)
 FE0192
 FE0192                         *CURRENT SURVEY CONTROL
 FE0192  ___________________________________________________________________
 FE0192* NAD 83(1986)-  35 23 12.     (N)    088 12 02.     (W)     SCALED    
 FE0192* NAVD 88     -       113.776  (meters)     373.28   (feet)  ADJUSTED  
 FE0192  ___________________________________________________________________
 FE0192  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0192  DYNAMIC HT  -         113.674 (meters)     372.95  (feet)  COMP
 FE0192  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FE0192
 FE0192  VERT ORDER  -  FIRST     CLASS II
 FE0192
 FE0192.The horizontal coordinates were scaled from a topographic map and have
 FE0192.an estimated accuracy of +/- 6 seconds.
 FE0192
 FE0192.The orthometric height was determined by differential leveling
 FE0192.and adjusted by the National Geodetic Survey in June 1991..
 FE0192
 FE0192.The geoid height was determined by GEOID03.
 FE0192
 FE0192.The dynamic height is computed by dividing the NAVD 88
 FE0192.geopotential number by the normal gravity value computed on the
 FE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0192.degrees latitude (g = 980.6199 gals.).
 FE0192
 FE0192.The modeled gravity was interpolated from observed gravity values.
 FE0192
 FE0192;                    North         East    Units  Estimated Accuracy
 FE0192;SPC TN       -   119,120.      400,090.      MT  (+/- 180 meters Scaled)
 FE0192
 FE0192                          SUPERSEDED SURVEY CONTROL
 FE0192
 FE0192  NGVD 29 (??/??/??)  113.786  (m)          373.31   (f) ADJUSTED    1 2
 FE0192
 FE0192.Superseded values are not recommended for survey control.
 FE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0192.See file dsdata.txt to determine how the superseded data were derived.
 FE0192
 FE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE909165(NAD 83)
 FE0192_MARKER: DB = BENCH MARK DISK
 FE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0192_STAMPING: 373.510 R 21 1934
 FE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0192+STABILITY: SURFACE MOTION
 FE0192
 FE0192  HISTORY     - Date     Condition        Report By
 FE0192  HISTORY     - 1934     MONUMENTED       CGS
 FE0192  HISTORY     - 1949     GOOD             CGS
 FE0192
 FE0192                          STATION DESCRIPTION
 FE0192
 FE0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0192'1 MI NE FROM SALTILLO.
 FE0192'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0192'AT SALTILLO, HARDIN COUNTY, 0.2 MILE SOUTHWEST OF THE BRIDGE
 FE0192'OVER DOE CREEK AND THE HARDIN-DECATUR COUNTY LINE, 190 FEET
 FE0192'EAST-NORTHEAST OF THE WEST END OF THE ROW OF WHITE GUARD
 FE0192'POSTS ALONG THE HIGHWAY, 70 FEET NORTH OF THE CENTERLINE OF THE
 FE0192'HIGHWAY, IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 14 FEET
 FE0192'WEST OF THE CENTERLINE OF A DIM ROAD LEADING NORTH THROUGH
 FE0192'THE WOODS, 12 FEET NORTH OF A TRIANGULAR-BLAZED 30-INCH OAK
 FE0192'TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET WEST
 FE0192'OF A STEEL POST, AND ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FE0192'A STANDARD DISK, STAMPED 373.510 R 21 1934 AND SET IN THE
 FE0192'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0173 ***********************************************************************
 FE0173  DESIGNATION -  R 212
 FE0173  PID         -  FE0173
 FE0173  STATE/COUNTY-  TN/HENDERSON
 FE0173  USGS QUAD   -  YUMA (1986)
 FE0173
 FE0173                         *CURRENT SURVEY CONTROL
 FE0173  ___________________________________________________________________
 FE0173* NAD 83(1986)-  35 48 04.     (N)    088 20 42.     (W)     SCALED    
 FE0173* NAVD 88     -       136.608  (meters)     448.19   (feet)  ADJUSTED  
 FE0173  ___________________________________________________________________
 FE0173  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0173  DYNAMIC HT  -         136.488 (meters)     447.79  (feet)  COMP
 FE0173  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 FE0173
 FE0173  VERT ORDER  -  SECOND    CLASS 0
 FE0173
 FE0173.The horizontal coordinates were scaled from a topographic map and have
 FE0173.an estimated accuracy of +/- 6 seconds.
 FE0173
 FE0173.The orthometric height was determined by differential leveling
 FE0173.and adjusted by the National Geodetic Survey in June 1991..
 FE0173
 FE0173.The geoid height was determined by GEOID03.
 FE0173
 FE0173.The dynamic height is computed by dividing the NAVD 88
 FE0173.geopotential number by the normal gravity value computed on the
 FE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0173.degrees latitude (g = 980.6199 gals.).
 FE0173
 FE0173.The modeled gravity was interpolated from observed gravity values.
 FE0173
 FE0173;                    North         East    Units  Estimated Accuracy
 FE0173;SPC TN       -   165,390.      388,070.      MT  (+/- 180 meters Scaled)
 FE0173
 FE0173                          SUPERSEDED SURVEY CONTROL
 FE0173
 FE0173  NGVD 29 (??/??/??)  136.630  (m)          448.26   (f) ADJUSTED    2 0
 FE0173
 FE0173.Superseded values are not recommended for survey control.
 FE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0173.See file dsdata.txt to determine how the superseded data were derived.
 FE0173
 FE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE784627(NAD 83)
 FE0173_MARKER: DB = BENCH MARK DISK
 FE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0173_STAMPING: R 212 1959
 FE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0173+STABILITY: SURFACE MOTION
 FE0173
 FE0173  HISTORY     - Date     Condition        Report By
 FE0173  HISTORY     - 1959     MONUMENTED       CGS
 FE0173  HISTORY     - 1972     GOOD             TVA
 FE0173
 FE0173                          STATION DESCRIPTION
 FE0173
 FE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0173'3.2 MI S FROM YUMA.
 FE0173'3.25 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0173'RAILROAD FROM THE STATION, 19 FEET EAST OF THE EAST RAIL OF
 FE0173'TRACKS, 6 FEET EAST OF A WITNESS SIGN, 5 FEET EAST OF A
 FE0173'TELEPHONE POLE, 0.55 MILE NORTH OF A RAILROAD CROSSING.  THE
 FE0173'MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 FE0173'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 7 FEET LOWER
 FE0173'THAN THE RAILROAD.  NOTE-- LOCATED 2.5 MI W OF I-40-HWY 22
 FE0173'INTERCHANGE, 5 FT E OF STUMP OF CUT TELEPHONE POLE.  230 FT N OF
 FE0173'CENTERLINE W BOUND LANE OF BRIDGE OVER BIG SANDY RIVER ALONG
 FE0173'L AND N RR.
 FE0173
 FE0173                          STATION RECOVERY (1972)
 FE0173
 FE0173'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1103 ***********************************************************************
 FE1103  DESIGNATION -  R 213
 FE1103  PID         -  FE1103
 FE1103  STATE/COUNTY-  TN/HAYWOOD
 FE1103  USGS QUAD   -  DANCYVILLE (1981)
 FE1103
 FE1103                         *CURRENT SURVEY CONTROL
 FE1103  ___________________________________________________________________
 FE1103* NAD 83(1986)-  35 25 43.     (N)    089 20 16.     (W)     SCALED    
 FE1103* NAVD 88     -       104.275  (meters)     342.11   (feet)  ADJUSTED  
 FE1103  ___________________________________________________________________
 FE1103  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1103  DYNAMIC HT  -         104.182 (meters)     341.80  (feet)  COMP
 FE1103  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FE1103
 FE1103  VERT ORDER  -  SECOND    CLASS 0
 FE1103
 FE1103.The horizontal coordinates were scaled from a topographic map and have
 FE1103.an estimated accuracy of +/- 6 seconds.
 FE1103
 FE1103.The orthometric height was determined by differential leveling
 FE1103.and adjusted by the National Geodetic Survey in June 1991..
 FE1103
 FE1103.The geoid height was determined by GEOID03.
 FE1103
 FE1103.The dynamic height is computed by dividing the NAVD 88
 FE1103.geopotential number by the normal gravity value computed on the
 FE1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1103.degrees latitude (g = 980.6199 gals.).
 FE1103
 FE1103.The modeled gravity was interpolated from observed gravity values.
 FE1103
 FE1103;                    North         East    Units  Estimated Accuracy
 FE1103;SPC TN       -   126,690.      296,970.      MT  (+/- 180 meters Scaled)
 FE1103
 FE1103                          SUPERSEDED SURVEY CONTROL
 FE1103
 FE1103  NGVD 29 (??/??/??)  104.272  (m)          342.10   (f) ADJUSTED    2 0
 FE1103
 FE1103.Superseded values are not recommended for survey control.
 FE1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1103.See file dsdata.txt to determine how the superseded data were derived.
 FE1103
 FE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE877230(NAD 83)
 FE1103_MARKER: DB = BENCH MARK DISK
 FE1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1103_STAMPING: R 213 1959
 FE1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1103+STABILITY: SURFACE MOTION
 FE1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1103+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002
 FE1103
 FE1103  HISTORY     - Date     Condition        Report By
 FE1103  HISTORY     - 1959     MONUMENTED       CGS
 FE1103  HISTORY     - 20020927 GOOD             USACE
 FE1103
 FE1103                          STATION DESCRIPTION
 FE1103
 FE1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1103'5.8 MI ESE FROM STANTON.
 FE1103'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1103'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1103'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 FE1103'THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, 113 FT. SOUTH-SOUTHWEST
 FE1103'OF THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 26 FT.
 FE1103'EAST-NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE, 25 FT.
 FE1103'NORTH OF A GRAVELED ROAD, 2.7 FT. NORTHEAST OF A POWER LINE POLE,
 FE1103'1.6 FT. EAST OF A WITNESS POST, A C AND GS DISK SET IN TOP OF A
 FE1103'CONCRETE POST PROJECTING 3 INCHES, ABOUT 2 FT. ABOVE THE LEVEL
 FE1103'OF THE ROAD.
 FE1103
 FE1103                          STATION RECOVERY (2002)
 FE1103
 FE1103'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1103'FRAME HOUSE NOW GONE. POWERPOLE HAS TELEPHONE JCT. BOX NUMBER A2 24 6B
 FE1103' 
 FE1103'ATTACHED TO S SIDE OF POLE. DROVE WITNESS POST AT POWERPOLE. ALL ROADS
 FE1103'ARE PAVED NOW. ROAD AT MARK IS DOUGLAS RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1233 ***********************************************************************
 FE1233  DESIGNATION -  R 214
 FE1233  PID         -  FE1233
 FE1233  STATE/COUNTY-  TN/SHELBY
 FE1233  USGS QUAD   -  ELLENDALE (1993)
 FE1233
 FE1233                         *CURRENT SURVEY CONTROL
 FE1233  ___________________________________________________________________
 FE1233* NAD 83(1986)-  35 10 26.     (N)    089 50 10.     (W)     SCALED    
 FE1233* NAVD 88     -        78.710  (meters)     258.23   (feet)  ADJUSTED  
 FE1233  ___________________________________________________________________
 FE1233  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1233  DYNAMIC HT  -          78.639 (meters)     258.00  (feet)  COMP
 FE1233  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 FE1233
 FE1233  VERT ORDER  -  SECOND    CLASS 0
 FE1233
 FE1233.The horizontal coordinates were scaled from a topographic map and have
 FE1233.an estimated accuracy of +/- 6 seconds.
 FE1233
 FE1233.The orthometric height was determined by differential leveling
 FE1233.and adjusted by the National Geodetic Survey in June 1991..
 FE1233
 FE1233.The geoid height was determined by GEOID03.
 FE1233
 FE1233.The dynamic height is computed by dividing the NAVD 88
 FE1233.geopotential number by the normal gravity value computed on the
 FE1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1233.degrees latitude (g = 980.6199 gals.).
 FE1233
 FE1233.The modeled gravity was interpolated from observed gravity values.
 FE1233
 FE1233;                    North         East    Units  Estimated Accuracy
 FE1233;SPC TN       -   100,110.      250,640.      MT  (+/- 180 meters Scaled)
 FE1233
 FE1233                          SUPERSEDED SURVEY CONTROL
 FE1233
 FE1233  NGVD 29 (??/??/??)   78.694  (m)          258.18   (f) ADJUSTED    2 0
 FE1233
 FE1233.Superseded values are not recommended for survey control.
 FE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1233.See file dsdata.txt to determine how the superseded data were derived.
 FE1233
 FE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD417960(NAD 83)
 FE1233_MARKER: DB = BENCH MARK DISK
 FE1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1233_STAMPING: R 214 1959
 FE1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1233+STABILITY: SURFACE MOTION
 FE1233
 FE1233  HISTORY     - Date     Condition        Report By
 FE1233  HISTORY     - 1959     MONUMENTED       CGS
 FE1233  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1233
 FE1233                          STATION DESCRIPTION
 FE1233
 FE1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1233'4 MI E FROM MEMPHIS.
 FE1233'IT IS LOCATED 2.3 MILES EAST ALONG MACON ROAD THENCE 0.5 MILE
 FE1233'ALONG WHITTEN ROAD TO THE MARK ON THE RIGHT, EAST, SIDE OF ROAD
 FE1233'FROM THE JUNCTION OF MACON ROAD AND HIGHWAY 70 JUST EAST OF
 FE1233'MEMPHIS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 FE1233'INCHES ABOVE THE SURFACE OF THE GROUND, 147 FEET SOUTH OF THE
 FE1233'PROPOSED INTERSTATE HIGHWAY, 110 FEET SOUTH OF POWERLINE POLE
 FE1233'NUMBER 97027, 26 FEET EAST OF CENTER OF WHITTEN ROAD, 1 FOOT
 FE1233'WEST OF A FENCE LINE, AND 2 FEET SOUTH OF A WITNESS POST.  IT
 FE1233'IS ABOUT 0.3 MILE NORTH OF TS-L1.
 FE1233
 FE1233                          STATION RECOVERY (1989)
 FE1233
 FE1233'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FE1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0607 ***********************************************************************
 FE0607  DESIGNATION -  R 215
 FE0607  PID         -  FE0607
 FE0607  STATE/COUNTY-  TN/MADISON
 FE0607  USGS QUAD   -  ADAIR (1979)
 FE0607
 FE0607                         *CURRENT SURVEY CONTROL
 FE0607  ___________________________________________________________________
 FE0607* NAD 83(1986)-  35 38 44.     (N)    088 54 15.     (W)     SCALED    
 FE0607* NAVD 88     -       105.253  (meters)     345.32   (feet)  ADJUSTED  
 FE0607  ___________________________________________________________________
 FE0607  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0607  DYNAMIC HT  -         105.159 (meters)     345.01  (feet)  COMP
 FE0607  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0607
 FE0607  VERT ORDER  -  SECOND    CLASS 0
 FE0607
 FE0607.The horizontal coordinates were scaled from a topographic map and have
 FE0607.an estimated accuracy of +/- 6 seconds.
 FE0607
 FE0607.The orthometric height was determined by differential leveling
 FE0607.and adjusted by the National Geodetic Survey in June 1991..
 FE0607
 FE0607.The geoid height was determined by GEOID03.
 FE0607
 FE0607.The dynamic height is computed by dividing the NAVD 88
 FE0607.geopotential number by the normal gravity value computed on the
 FE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0607.degrees latitude (g = 980.6199 gals.).
 FE0607
 FE0607.The modeled gravity was interpolated from observed gravity values.
 FE0607
 FE0607;                    North         East    Units  Estimated Accuracy
 FE0607;SPC TN       -   149,490.      337,030.      MT  (+/- 180 meters Scaled)
 FE0607
 FE0607                          SUPERSEDED SURVEY CONTROL
 FE0607
 FE0607  NGVD 29 (??/??/??)  105.285  (m)          345.42   (f) ADJUSTED    2 0
 FE0607
 FE0607.Superseded values are not recommended for survey control.
 FE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0607.See file dsdata.txt to determine how the superseded data were derived.
 FE0607
 FE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE276463(NAD 83)
 FE0607_MARKER: DB = BENCH MARK DISK
 FE0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0607_SP_SET: CULVERT
 FE0607_STAMPING: R 215 1959
 FE0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0607+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0607
 FE0607  HISTORY     - Date     Condition        Report By
 FE0607  HISTORY     - 1959     MONUMENTED       CGS
 FE0607  HISTORY     - 20020910 GOOD             USACE
 FE0607
 FE0607                          STATION DESCRIPTION
 FE0607
 FE0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0607'5.4 MI NW FROM JACKSON.
 FE0607'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM INTERSECTION OF
 FE0607'U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 1.8
 FE0607'MILES SOUTHWEST ON INTERSTATE HIGHWAY 40, 0.5 MILE EAST OF
 FE0607'TRAVERSE STATION SWAMP.  THE MARK IS SET IN THE SOUTHWEST END
 FE0607'OF THE SOUTH SIDE OF A CONCRETE CULVERT, IT IS ABOUT LEVEL WITH
 FE0607'THE ROAD.
 FE0607
 FE0607                          STATION RECOVERY (2002)
 FE0607
 FE0607'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0156 ***********************************************************************
 FE0156  DESIGNATION -  R 216
 FE0156  PID         -  FE0156
 FE0156  STATE/COUNTY-  TN/HENDERSON
 FE0156  USGS QUAD   -  CLARKSBURG (1986)
 FE0156
 FE0156                         *CURRENT SURVEY CONTROL
 FE0156  ___________________________________________________________________
 FE0156* NAD 83(1986)-  35 46 19.     (N)    088 26 24.     (W)     SCALED    
 FE0156* NAVD 88     -       155.963  (meters)     511.69   (feet)  ADJUSTED  
 FE0156  ___________________________________________________________________
 FE0156  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0156  DYNAMIC HT  -         155.825 (meters)     511.24  (feet)  COMP
 FE0156  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 FE0156
 FE0156  VERT ORDER  -  SECOND    CLASS 0
 FE0156
 FE0156.The horizontal coordinates were scaled from a topographic map and have
 FE0156.an estimated accuracy of +/- 6 seconds.
 FE0156
 FE0156.The orthometric height was determined by differential leveling
 FE0156.and adjusted by the National Geodetic Survey in June 1991..
 FE0156
 FE0156.The geoid height was determined by GEOID03.
 FE0156
 FE0156.The dynamic height is computed by dividing the NAVD 88
 FE0156.geopotential number by the normal gravity value computed on the
 FE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0156.degrees latitude (g = 980.6199 gals.).
 FE0156
 FE0156.The modeled gravity was interpolated from observed gravity values.
 FE0156
 FE0156;                    North         East    Units  Estimated Accuracy
 FE0156;SPC TN       -   162,360.      379,400.      MT  (+/- 180 meters Scaled)
 FE0156
 FE0156                          SUPERSEDED SURVEY CONTROL
 FE0156
 FE0156  NGVD 29 (??/??/??)  155.986  (m)          511.76   (f) ADJUSTED    2 0
 FE0156
 FE0156.Superseded values are not recommended for survey control.
 FE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0156.See file dsdata.txt to determine how the superseded data were derived.
 FE0156
 FE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE698596(NAD 83)
 FE0156_MARKER: DB = BENCH MARK DISK
 FE0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0156_STAMPING: R 216 1959
 FE0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0156+STABILITY: SURFACE MOTION
 FE0156
 FE0156  HISTORY     - Date     Condition        Report By
 FE0156  HISTORY     - 1959     MONUMENTED       CGS
 FE0156  HISTORY     - 1972     GOOD             TVA
 FE0156
 FE0156                          STATION DESCRIPTION
 FE0156
 FE0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0156'11.4 MI SE FROM YUMA.
 FE0156'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTONOOGA AND ST. LOUIS
 FE0156'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0156'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0156'ROAD, THENCE 1.7 MILES SOUTH ON AN ASPHALT ROAD, THENCE 0.8 MILE
 FE0156'EAST ON A GRAVELED ROAD, ABOUT 147 FT. NORTH-NORTHWEST OF THE
 FE0156'CENTER OF INTERSTATE HIGHWAY 40, 69 FT. NORTHWEST OF A POWER LINE
 FE0156'POLE, 23 FT. NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 2 FT.
 FE0156'SOUTHWEST OF A WITNESS SIGN, ABOUT 0.05 MILE SOUTH OF A CURVE IN
 FE0156'THE ROAD, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE0156'3 INCHES, ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS
 FE0156'ABOUT 1.4 MILES SOUTHWEST ACROSS COUNTRY FROM STATION PEAR 1959.
 FE0156'NOTE-- 2.4 S OF I-40 N RIGHT-OF-WAY FENCE.  2.97 MI SW OF I-40-HWY
 FE0156'22 EXCHANGE ALONG I-40.  ABOUT 147 FT N OF CENTERLINE I-40.
 FE0156'14.8 W OF 16 IN RED OAK.
 FE0156
 FE0156                          STATION RECOVERY (1972)
 FE0156
 FE0156'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1105 ***********************************************************************
 FD1105  DESIGNATION -  R 217
 FD1105  PID         -  FD1105
 FD1105  STATE/COUNTY-  TN/BENTON
 FD1105  USGS QUAD   -  DANIELS LANDING (1992)
 FD1105
 FD1105                         *CURRENT SURVEY CONTROL
 FD1105  ___________________________________________________________________
 FD1105* NAD 83(1986)-  35 51 17.     (N)    087 57 06.     (W)     SCALED    
 FD1105* NAVD 88     -       112.986  (meters)     370.69   (feet)  ADJUSTED  
 FD1105  ___________________________________________________________________
 FD1105  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD1105  DYNAMIC HT  -         112.888 (meters)     370.37  (feet)  COMP
 FD1105  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 FD1105
 FD1105  VERT ORDER  -  SECOND    CLASS 0
 FD1105
 FD1105.The horizontal coordinates were scaled from a topographic map and have
 FD1105.an estimated accuracy of +/- 6 seconds.
 FD1105
 FD1105.The orthometric height was determined by differential leveling
 FD1105.and adjusted by the National Geodetic Survey in June 1991..
 FD1105
 FD1105.The geoid height was determined by GEOID03.
 FD1105
 FD1105.The dynamic height is computed by dividing the NAVD 88
 FD1105.geopotential number by the normal gravity value computed on the
 FD1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1105.degrees latitude (g = 980.6199 gals.).
 FD1105
 FD1105.The modeled gravity was interpolated from observed gravity values.
 FD1105
 FD1105;                    North         East    Units  Estimated Accuracy
 FD1105;SPC TN       -   170,550.      423,730.      MT  (+/- 180 meters Scaled)
 FD1105
 FD1105                          SUPERSEDED SURVEY CONTROL
 FD1105
 FD1105  NGVD 29 (??/??/92)  113.017  (m)          370.79   (f) ADJ UNCH    2 0
 FD1105
 FD1105.Superseded values are not recommended for survey control.
 FD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1105.See file dsdata.txt to determine how the superseded data were derived.
 FD1105
 FD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE140682(NAD 83)
 FD1105_MARKER: DB = BENCH MARK DISK
 FD1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1105_STAMPING: R 217 1959
 FD1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1105+STABILITY: SURFACE MOTION
 FD1105
 FD1105  HISTORY     - Date     Condition        Report By
 FD1105  HISTORY     - 1959     MONUMENTED       CGS
 FD1105  HISTORY     - 1967     GOOD             NGS
 FD1105  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1105
 FD1105                          STATION DESCRIPTION
 FD1105
 FD1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1105'12.5 MI ESE FROM MC ILLWAIN.
 FD1105'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1105'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO WESTERLY ON
 FD1105'INTERSTATE ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.
 FD1105'HERE TAKE OFF RAMP RIGHT, THEN BACK LEFT ACROSS THE BIRDSONG
 FD1105'ROAD OVERPASS TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO
 FD1105'SOUTHEASTERLY, EAST AND SOUTH ON THE GRAVELED ROAD FOR 1.9 MILES
 FD1105'TO A T INTERSECTION.  HERE TURN LEFT ON A GRAVELED AND GRADED
 FD1105'ROAD EAST FOR 0.3 MILE TO A CATTLE GUARD, CROSS OVER CATTLE
 FD1105'GUARD AND CONTINUE EAST ON GRADED ROAD FOR 0.1 MILE TO A T
 FD1105'CROSSROAD ALONG WEST BANK OF THE TENNESSEE RIVER.  HERE TURN
 FD1105'LEFT AND GO NORTH ON POORLY GRADED ROAD FOR 0.6 MILE TO THE
 FD1105'MARK ON THE RIGHT BETWEEN THE ROAD AND THE RIVER.  IT IS 27
 FD1105'FEET EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 16 FEET
 FD1105'WEST OF THE WEST BANK OF THE RIVER, 14.9 FEET WEST-SOUTHWEST
 FD1105'OF A 10-INCH ASH TREE, AND 1.8 FEET EAST OF A METAL WITNESS
 FD1105'POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1105'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE
 FD1105'DISK IS STAMPED R 217 1959.
 FD1105
 FD1105                          STATION RECOVERY (1973)
 FD1105
 FD1105'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1173 ***********************************************************************
 FD1173  DESIGNATION -  R 218
 FD1173  PID         -  FD1173
 FD1173  STATE/COUNTY-  TN/HICKMAN
 FD1173  USGS QUAD   -  SPOT (1942)
 FD1173
 FD1173                         *CURRENT SURVEY CONTROL
 FD1173  ___________________________________________________________________
 FD1173* NAD 83(1986)-  35 56 11.     (N)    087 34 33.     (W)     SCALED    
 FD1173* NAVD 88     -       186.060  (meters)     610.43   (feet)  ADJUSTED  
 FD1173  ___________________________________________________________________
 FD1173  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1173  DYNAMIC HT  -         185.897 (meters)     609.90  (feet)  COMP
 FD1173  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD1173
 FD1173  VERT ORDER  -  SECOND    CLASS 0
 FD1173
 FD1173.The horizontal coordinates were scaled from a topographic map and have
 FD1173.an estimated accuracy of +/- 6 seconds.
 FD1173
 FD1173.The orthometric height was determined by differential leveling
 FD1173.and adjusted by the National Geodetic Survey in June 1991..
 FD1173
 FD1173.The geoid height was determined by GEOID03.
 FD1173
 FD1173.The dynamic height is computed by dividing the NAVD 88
 FD1173.geopotential number by the normal gravity value computed on the
 FD1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1173.degrees latitude (g = 980.6199 gals.).
 FD1173
 FD1173.The modeled gravity was interpolated from observed gravity values.
 FD1173
 FD1173;                    North         East    Units  Estimated Accuracy
 FD1173;SPC TN       -   179,000.      457,820.      MT  (+/- 180 meters Scaled)
 FD1173
 FD1173                          SUPERSEDED SURVEY CONTROL
 FD1173
 FD1173  NGVD 29 (??/??/92)  186.073  (m)          610.47   (f) ADJ UNCH    2 0
 FD1173
 FD1173.Superseded values are not recommended for survey control.
 FD1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1173.See file dsdata.txt to determine how the superseded data were derived.
 FD1173
 FD1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE480770(NAD 83)
 FD1173_MARKER: DB = BENCH MARK DISK
 FD1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1173_STAMPING: R 218
 FD1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1173+STABILITY: SURFACE MOTION
 FD1173
 FD1173  HISTORY     - Date     Condition        Report By
 FD1173  HISTORY     - UNK      MONUMENTED       CGS
 FD1173  HISTORY     - 1959     GOOD             NGS
 FD1173
 FD1173                          STATION DESCRIPTION
 FD1173
 FD1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FD1173'11.2 MI NE FROM ONLY.
 FD1173'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1173'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1173'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1173'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1173'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1173'2.85 MILES WEST AND NORTHEAST ON A GRAVELED ROAD, 22 FT. NORTHWEST
 FD1173'OF THE CENTER OF THE GRAVELED ROAD, 93 FT. SOUTH OF A POWER
 FD1173'LINE POLE WITH A GUY WIRE, 47 FT. SOUTHWEST OF THE CENTER OF A
 FD1173'PRIVATE DRIVE, 2.2 FT. NORTHEAST OF A WOOD FENCE, AND 2.5 FT.
 FD1173'SOUTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 FD1173'PROJECTING 4 INCHES, AND ABOUT 3 FT. BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1174 ***********************************************************************
 FD1174  DESIGNATION -  R 218 RESET
 FD1174  PID         -  FD1174
 FD1174  STATE/COUNTY-  TN/HICKMAN
 FD1174  USGS QUAD   -  SPOT (1942)
 FD1174
 FD1174                         *CURRENT SURVEY CONTROL
 FD1174  ___________________________________________________________________
 FD1174* NAD 83(1986)-  35 56 11.     (N)    087 34 33.     (W)     SCALED    
 FD1174* NAVD 88     -       187.90   (+/-2cm)     616.5    (feet)  VERTCON   
 FD1174  ___________________________________________________________________
 FD1174  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1174
 FD1174  VERT ORDER  -  THIRD (See Below)
 FD1174
 FD1174.The horizontal coordinates were scaled from a topographic map and have
 FD1174.an estimated accuracy of +/- 6 seconds.
 FD1174
 FD1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1174.The vertical order pertains to the NGVD 29 superseded value.
 FD1174
 FD1174.The geoid height was determined by GEOID03.
 FD1174
 FD1174;                    North         East    Units  Estimated Accuracy
 FD1174;SPC TN       -   179,000.      457,820.      MT  (+/- 180 meters Scaled)
 FD1174
 FD1174                          SUPERSEDED SURVEY CONTROL
 FD1174
 FD1174  NGVD 29 (??/??/??)  187.91   (m)          616.5    (f) RESET       3  
 FD1174
 FD1174.Superseded values are not recommended for survey control.
 FD1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1174.See file dsdata.txt to determine how the superseded data were derived.
 FD1174
 FD1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE480770(NAD 83)
 FD1174_MARKER: DB = BENCH MARK DISK
 FD1174_SETTING: 0 = UNSPECIFIED SETTING
 FD1174_STAMPING: R 218 1959 RESET 1963
 FD1174_MARK LOGO: TNHD  
 FD1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1174
 FD1174  HISTORY     - Date     Condition        Report By
 FD1174  HISTORY     - 1963     MONUMENTED       TNHD
 FD1174
 FD1174                          STATION DESCRIPTION
 FD1174
 FD1174'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD1174'11.2 MI NE FROM ONLY.
 FD1174'THIS MARK CAN BE REACHED FROM THE MT. ZION CHURCH IN ONLY,
 FD1174'LOCATED ON STATE HIGHWAY 6173, BY GOING 0.9 MILE NORTHEAST ON
 FD1174'STATE HIGHWAY 6173, THENCE 1.4 MILES NORTHWEST ON A GRAVELED
 FD1174'ROAD, THENCE 2.65 MILES EAST ON A GRAVELED ROAD, THENCE 0.8 MILE
 FD1174'SOUTH AND EAST ON A GRAVELED ROAD, THENCE 2.6 MILES NORTHEAST ON
 FD1174'A GRAVELED ROAD TO A Y JUNCTION, THENCE 2.85 MILES WEST AND
 FD1174'NORTHEAST ON A GRAVELED ROAD, 72 FEET SOUTH OF THE APPROXIMATE
 FD1174'CENTER OF A GRAVELED ROAD, 17 FEET SOUTH OF AN 8-INCH ELM TREE
 FD1174'AND 4.5 FEET NORTHEAST OF A 4-INCH HICKORY TREE WITH A WITNESS SIGN
 FD1174'NAILED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1474 ***********************************************************************
 GC1474  DESIGNATION -  R 219
 GC1474  PID         -  GC1474
 GC1474  STATE/COUNTY-  TN/WILLIAMSON
 GC1474  USGS QUAD   -  WHITE BLUFF (1983)
 GC1474
 GC1474                         *CURRENT SURVEY CONTROL
 GC1474  ___________________________________________________________________
 GC1474* NAD 83(1986)-  36 01 41.     (N)    087 09 43.     (W)     SCALED    
 GC1474* NAVD 88     -       233.840  (meters)     767.19   (feet)  ADJUSTED  
 GC1474  ___________________________________________________________________
 GC1474  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1474  DYNAMIC HT  -         233.637 (meters)     766.52  (feet)  COMP
 GC1474  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GC1474
 GC1474  VERT ORDER  -  SECOND    CLASS 0
 GC1474
 GC1474.The horizontal coordinates were scaled from a topographic map and have
 GC1474.an estimated accuracy of +/- 6 seconds.
 GC1474
 GC1474.The orthometric height was determined by differential leveling
 GC1474.and adjusted by the National Geodetic Survey in June 1991..
 GC1474
 GC1474.The geoid height was determined by GEOID03.
 GC1474
 GC1474.The dynamic height is computed by dividing the NAVD 88
 GC1474.geopotential number by the normal gravity value computed on the
 GC1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1474.degrees latitude (g = 980.6199 gals.).
 GC1474
 GC1474.The modeled gravity was interpolated from observed gravity values.
 GC1474
 GC1474;                    North         East    Units  Estimated Accuracy
 GC1474;SPC TN       -   188,650.      495,280.      MT  (+/- 180 meters Scaled)
 GC1474
 GC1474                          SUPERSEDED SURVEY CONTROL
 GC1474
 GC1474  NGVD 29 (??/??/92)  233.847  (m)          767.21   (f) ADJ UNCH    2 0
 GC1474
 GC1474.Superseded values are not recommended for survey control.
 GC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1474.See file dsdata.txt to determine how the superseded data were derived.
 GC1474
 GC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE854870(NAD 83)
 GC1474_MARKER: DB = BENCH MARK DISK
 GC1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1474_STAMPING: R 219 1959
 GC1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1474+STABILITY: SURFACE MOTION
 GC1474
 GC1474  HISTORY     - Date     Condition        Report By
 GC1474  HISTORY     - 1959     MONUMENTED       CGS
 GC1474
 GC1474                          STATION DESCRIPTION
 GC1474
 GC1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1474'14.2 MI E FROM TIDWELL.
 GC1474'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1474'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1474'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1474'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1474'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96,
 GC1474'THENCE 2.75 MILES NORTHEAST ON A GRAVELED ROAD, THENCE 2.75 MILES
 GC1474'EAST ON STATE HIGHWAY 96, THENCE 0.6 MILE NORTHEAST ON A GRAVELED
 GC1474'ROAD, 26 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 41 FT.
 GC1474'EAST AND ACROSS THE ROAD FROM A FENCE, AND ABOUT 95 FT. SOUTH OF
 GC1474'THE CENTER OF A DIM TRACK ROAD, AND 2 FT. EAST OF A WITNESS
 GC1474'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GC1474'ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1379 ***********************************************************************
 GC1379  DESIGNATION -  R 22
 GC1379  PID         -  GC1379
 GC1379  STATE/COUNTY-  TN/DICKSON
 GC1379  USGS QUAD   -  SLAYDEN (1983)
 GC1379
 GC1379                         *CURRENT SURVEY CONTROL
 GC1379  ___________________________________________________________________
 GC1379* NAD 83(1986)-  36 17 05.     (N)    087 27 51.     (W)     SCALED    
 GC1379* NAVD 88     -       228.546  (meters)     749.82   (feet)  ADJUSTED  
 GC1379  ___________________________________________________________________
 GC1379  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC1379  DYNAMIC HT  -         228.351 (meters)     749.18  (feet)  COMP
 GC1379  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC1379
 GC1379  VERT ORDER  -  SECOND    CLASS 0
 GC1379
 GC1379.The horizontal coordinates were scaled from a topographic map and have
 GC1379.an estimated accuracy of +/- 6 seconds.
 GC1379
 GC1379.The orthometric height was determined by differential leveling
 GC1379.and adjusted by the National Geodetic Survey in June 1991..
 GC1379
 GC1379.The geoid height was determined by GEOID03.
 GC1379
 GC1379.The dynamic height is computed by dividing the NAVD 88
 GC1379.geopotential number by the normal gravity value computed on the
 GC1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1379.degrees latitude (g = 980.6199 gals.).
 GC1379
 GC1379.The modeled gravity was interpolated from observed gravity values.
 GC1379
 GC1379;                    North         East    Units  Estimated Accuracy
 GC1379;SPC TN       -   217,490.      468,470.      MT  (+/- 180 meters Scaled)
 GC1379
 GC1379                          SUPERSEDED SURVEY CONTROL
 GC1379
 GC1379  NGVD 29 (??/??/92)  228.562  (m)          749.87   (f) ADJ UNCH    2 0
 GC1379
 GC1379.Superseded values are not recommended for survey control.
 GC1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1379.See file dsdata.txt to determine how the superseded data were derived.
 GC1379
 GC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF583156(NAD 83)
 GC1379_MARKER: DB = BENCH MARK DISK
 GC1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1379_STAMPING: 750.156 R 22 1934
 GC1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1379+STABILITY: SURFACE MOTION
 GC1379
 GC1379  HISTORY     - Date     Condition        Report By
 GC1379  HISTORY     - 1934     MONUMENTED       CGS
 GC1379  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC1379
 GC1379                          STATION DESCRIPTION
 GC1379
 GC1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC1379'0.8 MI S FROM SLAYDEN.
 GC1379'0.8 MILE SOUTH ALONG THE OLD ROADBED OF THE ABANDONED LOUISVILLE
 GC1379'AND NASHVILLE RAILROAD FROM THE STATION AT SLAYDEN, DICKSON
 GC1379'COUNTY, 15 FEET SOUTH OF A ROAD CROSSING, 20 FEET WEST OF THE
 GC1379'CENTERLINE OF THE OLD ROADBED, 7 FEET WEST OF A ROAD, AND 10
 GC1379'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED 750.156 R 22
 GC1379'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1054 ***********************************************************************
 GC1054  DESIGNATION -  R 220
 GC1054  PID         -  GC1054
 GC1054  STATE/COUNTY-  TN/ROBERTSON
 GC1054  USGS QUAD   -  PORTLAND (1981)
 GC1054
 GC1054                         *CURRENT SURVEY CONTROL
 GC1054  ___________________________________________________________________
 GC1054* NAD 83(1986)-  36 36 10.     (N)    086 35 44.     (W)     SCALED    
 GC1054* NAVD 88     -       236.761  (meters)     776.77   (feet)  ADJUSTED  
 GC1054  ___________________________________________________________________
 GC1054  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1054  DYNAMIC HT  -         236.563 (meters)     776.12  (feet)  COMP
 GC1054  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GC1054
 GC1054  VERT ORDER  -  SECOND    CLASS 0
 GC1054
 GC1054.The horizontal coordinates were scaled from a topographic map and have
 GC1054.an estimated accuracy of +/- 6 seconds.
 GC1054
 GC1054.The orthometric height was determined by differential leveling
 GC1054.and adjusted by the National Geodetic Survey in June 1991..
 GC1054
 GC1054.The geoid height was determined by GEOID03.
 GC1054
 GC1054.The dynamic height is computed by dividing the NAVD 88
 GC1054.geopotential number by the normal gravity value computed on the
 GC1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1054.degrees latitude (g = 980.6199 gals.).
 GC1054
 GC1054.The modeled gravity was interpolated from observed gravity values.
 GC1054
 GC1054;                    North         East    Units  Estimated Accuracy
 GC1054;SPC TN       -   251,960.      546,710.      MT  (+/- 180 meters Scaled)
 GC1054
 GC1054                          SUPERSEDED SURVEY CONTROL
 GC1054
 GC1054  NGVD 29 (??/??/92)  236.839  (m)          777.03   (f) ADJ UNCH    2 0
 GC1054
 GC1054.Superseded values are not recommended for survey control.
 GC1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1054.See file dsdata.txt to determine how the superseded data were derived.
 GC1054
 GC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF361508(NAD 83)
 GC1054_MARKER: DB = BENCH MARK DISK
 GC1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1054_STAMPING: R 220 1959
 GC1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1054+STABILITY: SURFACE MOTION
 GC1054
 GC1054  HISTORY     - Date     Condition        Report By
 GC1054  HISTORY     - 1959     MONUMENTED       CGS
 GC1054
 GC1054                          STATION DESCRIPTION
 GC1054
 GC1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1054'5.6 MI SW FROM MITCHELLVILLE.
 GC1054'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1054'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1054'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1054'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1054'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILE SOUTHWEST
 GC1054'ON U.S. HIGHWAY 31W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD,
 GC1054'THENCE 0.8 MILE SOUTH OF THE INTERSTATE HIGHWAY, 111 FT.
 GC1054'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 37 FT. NORTH
 GC1054'OF THE CENTER OF A GRAVEL ROAD, 21 FT. NORTH OF A FENCE CORNER
 GC1054'POST, 1.6 FT. EAST OF A FENCE, AND 1.8 FT. NORTH OF A WITNESS
 GC1054'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 GC1054'AND ABOUT 3 FT. ABOVE THE LEVEL OF THE GRAVEL ROAD.  THIS MARK
 GC1054'IS 0.5 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 31W AND THE
 GC1054'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0656 ***********************************************************************
 GC0656  DESIGNATION -  R 222
 GC0656  PID         -  GC0656
 GC0656  STATE/COUNTY-  TN/DAVIDSON
 GC0656  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0656
 GC0656                         *CURRENT SURVEY CONTROL
 GC0656  ___________________________________________________________________
 GC0656* NAD 83(1986)-  36 09 04.     (N)    086 46 59.     (W)     SCALED    
 GC0656* NAVD 88     -       149.942  (meters)     491.93   (feet)  ADJUSTED  
 GC0656  ___________________________________________________________________
 GC0656  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0656  DYNAMIC HT  -         149.813 (meters)     491.51  (feet)  COMP
 GC0656  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC0656
 GC0656  VERT ORDER  -  SECOND    CLASS 0
 GC0656
 GC0656.The horizontal coordinates were scaled from a topographic map and have
 GC0656.an estimated accuracy of +/- 6 seconds.
 GC0656
 GC0656.The orthometric height was determined by differential leveling
 GC0656.and adjusted by the National Geodetic Survey in June 1991..
 GC0656
 GC0656.The geoid height was determined by GEOID03.
 GC0656
 GC0656.The dynamic height is computed by dividing the NAVD 88
 GC0656.geopotential number by the normal gravity value computed on the
 GC0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0656.degrees latitude (g = 980.6199 gals.).
 GC0656
 GC0656.The modeled gravity was interpolated from observed gravity values.
 GC0656
 GC0656;                    North         East    Units  Estimated Accuracy
 GC0656;SPC TN       -   201,960.      529,540.      MT  (+/- 180 meters Scaled)
 GC0656
 GC0656                          SUPERSEDED SURVEY CONTROL
 GC0656
 GC0656  NGVD 29 (??/??/92)  149.964  (m)          492.01   (f) ADJ UNCH    2 0
 GC0656
 GC0656.Superseded values are not recommended for survey control.
 GC0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0656.See file dsdata.txt to determine how the superseded data were derived.
 GC0656
 GC0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF195007(NAD 83)
 GC0656_MARKER: DB = BENCH MARK DISK
 GC0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0656_STAMPING: R 222 1960
 GC0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0656+STABILITY: SURFACE MOTION
 GC0656
 GC0656  HISTORY     - Date     Condition        Report By
 GC0656  HISTORY     - 1960     MONUMENTED       CGS
 GC0656
 GC0656                          STATION DESCRIPTION
 GC0656
 GC0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0656'AT NASHVILLE.
 GC0656'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF MAGAZINE
 GC0656'ST. AND DIVISION ST., 99 FT. EAST OF THE CENTER OF MAGAZINE ST.,
 GC0656'61 FT. NORTH OF A POWER LINE POLE, 45 FT. NORTH OF THE CENTER
 GC0656'OF DIVISION ST. AND 1 FT. EAST OF A WITNESS SIGN, IN THE TOP
 GC0656'OF A CONCRETE POST PROJECTING 1 INCH AND ABOUT LEVEL WITH THE
 GC0656'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0497 ***********************************************************************
 FD0497  DESIGNATION -  R 223
 FD0497  PID         -  FD0497
 FD0497  STATE/COUNTY-  TN/WILLIAMSON
 FD0497  USGS QUAD   -  SPRING HILL (1979)
 FD0497
 FD0497                         *CURRENT SURVEY CONTROL
 FD0497  ___________________________________________________________________
 FD0497* NAD 83(1986)-  35 45 56.     (N)    086 56 07.     (W)     SCALED    
 FD0497* NAVD 88     -       239.496  (meters)     785.75   (feet)  ADJUSTED  
 FD0497  ___________________________________________________________________
 FD0497  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0497  DYNAMIC HT  -         239.284 (meters)     785.05  (feet)  COMP
 FD0497  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FD0497
 FD0497  VERT ORDER  -  SECOND    CLASS 0
 FD0497
 FD0497.The horizontal coordinates were scaled from a topographic map and have
 FD0497.an estimated accuracy of +/- 6 seconds.
 FD0497
 FD0497.The orthometric height was determined by differential leveling
 FD0497.and adjusted by the National Geodetic Survey in June 1991..
 FD0497
 FD0497.The geoid height was determined by GEOID03.
 FD0497
 FD0497.The dynamic height is computed by dividing the NAVD 88
 FD0497.geopotential number by the normal gravity value computed on the
 FD0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0497.degrees latitude (g = 980.6199 gals.).
 FD0497
 FD0497.The modeled gravity was interpolated from observed gravity values.
 FD0497
 FD0497;                    North         East    Units  Estimated Accuracy
 FD0497;SPC TN       -   159,310.      515,430.      MT  (+/- 180 meters Scaled)
 FD0497
 FD0497                          SUPERSEDED SURVEY CONTROL
 FD0497
 FD0497  NGVD 29 (??/??/92)  239.460  (m)          785.63   (f) ADJ UNCH    2 0
 FD0497
 FD0497.Superseded values are not recommended for survey control.
 FD0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0497.See file dsdata.txt to determine how the superseded data were derived.
 FD0497
 FD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE058579(NAD 83)
 FD0497_MARKER: DB = BENCH MARK DISK
 FD0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0497_STAMPING: R 223 1960
 FD0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0497+STABILITY: SURFACE MOTION
 FD0497
 FD0497  HISTORY     - Date     Condition        Report By
 FD0497  HISTORY     - 1960     MONUMENTED       CGS
 FD0497
 FD0497                          STATION DESCRIPTION
 FD0497
 FD0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0497'0.4 MI N FROM SPRING HILL.
 FD0497'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO 0.4 MILE
 FD0497'NORTH ON THE L. AND N. RAILROAD.  THE BENCH MARK IS 46 FT. NORTH
 FD0497'OF THE CENTER OF A GATE AT THE END OF A TRACK ROAD, 33 FT.
 FD0497'NORTHWEST OF THE CENTER OF A DRIVEWAY, 22 FT. SOUTHEAST OF THE
 FD0497'SOUTHEAST RAIL, AND 1 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK
 FD0497'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 FD0497'4 FT. ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0365 ***********************************************************************
 FD0365  DESIGNATION -  R 224
 FD0365  PID         -  FD0365
 FD0365  STATE/COUNTY-  TN/MARSHALL
 FD0365  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0365
 FD0365                         *CURRENT SURVEY CONTROL
 FD0365  ___________________________________________________________________
 FD0365* NAD 83(1986)-  35 27 27.     (N)    086 53 45.     (W)     SCALED    
 FD0365* NAVD 88     -       215.326  (meters)     706.45   (feet)  ADJUSTED  
 FD0365  ___________________________________________________________________
 FD0365  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0365  DYNAMIC HT  -         215.131 (meters)     705.81  (feet)  COMP
 FD0365  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD0365
 FD0365  VERT ORDER  -  SECOND    CLASS 0
 FD0365
 FD0365.The horizontal coordinates were scaled from a topographic map and have
 FD0365.an estimated accuracy of +/- 6 seconds.
 FD0365
 FD0365.The orthometric height was determined by differential leveling
 FD0365.and adjusted by the National Geodetic Survey in June 1991..
 FD0365
 FD0365.The geoid height was determined by GEOID03.
 FD0365
 FD0365.The dynamic height is computed by dividing the NAVD 88
 FD0365.geopotential number by the normal gravity value computed on the
 FD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0365.degrees latitude (g = 980.6199 gals.).
 FD0365
 FD0365.The modeled gravity was interpolated from observed gravity values.
 FD0365
 FD0365;                    North         East    Units  Estimated Accuracy
 FD0365;SPC TN       -   125,100.      518,680.      MT  (+/- 180 meters Scaled)
 FD0365
 FD0365                          SUPERSEDED SURVEY CONTROL
 FD0365
 FD0365  NGVD 29 (??/??/92)  215.309  (m)          706.39   (f) ADJ UNCH    2 0
 FD0365
 FD0365.Superseded values are not recommended for survey control.
 FD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0365.See file dsdata.txt to determine how the superseded data were derived.
 FD0365
 FD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE094237(NAD 83)
 FD0365_MARKER: DB = BENCH MARK DISK
 FD0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0365_STAMPING: R 224 1960
 FD0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0365+STABILITY: SURFACE MOTION
 FD0365
 FD0365  HISTORY     - Date     Condition        Report By
 FD0365  HISTORY     - 1960     MONUMENTED       CGS
 FD0365
 FD0365                          STATION DESCRIPTION
 FD0365
 FD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0365'3 MI S FROM BRYANT.
 FD0365'FROM THE BRYANT SCHOOL IN BRYANT, GO 3.05 MILES SOUTH ON A PAVED
 FD0365'ROAD.  THE BENCH MARK IS 0.2 MILE NORTH OF A T JUNCTION, 26 FT.
 FD0365'SOUTH OF THE CENTER OF A DRIVEWAY, 22 FT. EAST OF THE CENTER OF
 FD0365'THE PAVED ROAD, 17 FT. NORTH OF A TELEPHONE POLE, 1 FT. EAST
 FD0365'OF A FENCE CORNER, AND 1.6 FT. EAST OF A WITNESS SIGN.  THE DISK
 FD0365'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 FD0365'LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0453 ***********************************************************************
 FD0453  DESIGNATION -  R 225
 FD0453  PID         -  FD0453
 FD0453  STATE/COUNTY-  TN/GILES
 FD0453  USGS QUAD   -  ELKTON (1982)
 FD0453
 FD0453                         *CURRENT SURVEY CONTROL
 FD0453  ___________________________________________________________________
 FD0453* NAD 83(1986)-  35 01 29.     (N)    086 52 48.     (W)     SCALED    
 FD0453* NAVD 88     -       195.065  (meters)     639.98   (feet)  ADJUSTED  
 FD0453  ___________________________________________________________________
 FD0453  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0453  DYNAMIC HT  -         194.881 (meters)     639.37  (feet)  COMP
 FD0453  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FD0453
 FD0453  VERT ORDER  -  SECOND    CLASS 0
 FD0453
 FD0453.The horizontal coordinates were scaled from a topographic map and have
 FD0453.an estimated accuracy of +/- 6 seconds.
 FD0453
 FD0453.The orthometric height was determined by differential leveling
 FD0453.and adjusted by the National Geodetic Survey in June 1991..
 FD0453
 FD0453.The geoid height was determined by GEOID03.
 FD0453
 FD0453.The dynamic height is computed by dividing the NAVD 88
 FD0453.geopotential number by the normal gravity value computed on the
 FD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0453.degrees latitude (g = 980.6199 gals.).
 FD0453
 FD0453.The modeled gravity was interpolated from observed gravity values.
 FD0453
 FD0453;                    North         East    Units  Estimated Accuracy
 FD0453;SPC TN       -    77,070.      519,690.      MT  (+/- 180 meters Scaled)
 FD0453
 FD0453                          SUPERSEDED SURVEY CONTROL
 FD0453
 FD0453  NGVD 29 (??/??/92)  195.031  (m)          639.86   (f) ADJ UNCH    2 0
 FD0453
 FD0453.Superseded values are not recommended for survey control.
 FD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0453.See file dsdata.txt to determine how the superseded data were derived.
 FD0453
 FD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED109757(NAD 83)
 FD0453_MARKER: DB = BENCH MARK DISK
 FD0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0453_STAMPING: R 225 1960
 FD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0453+STABILITY: SURFACE MOTION
 FD0453
 FD0453  HISTORY     - Date     Condition        Report By
 FD0453  HISTORY     - 1960     MONUMENTED       CGS
 FD0453
 FD0453                          STATION DESCRIPTION
 FD0453
 FD0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0453'2.1 MI S FROM ELKTON.
 FD0453'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0453'STREET, THEN 2.0 MILES SOUTH ON U.S. HIGHWAY 31.  THE BENCH
 FD0453'MARK IS 86 FT. SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER,
 FD0453'58 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 31, 3 FT. WEST OF
 FD0453'A FENCE CORNER, AND 1.5 FT. NORTHEAST OF A WITNESS SIGN.  THE
 FD0453'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 FD0453'ABOUT 3 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0688 ***********************************************************************
 GC0688  DESIGNATION -  R 226
 GC0688  PID         -  GC0688
 GC0688  STATE/COUNTY-  TN/DAVIDSON
 GC0688  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0688
 GC0688                         *CURRENT SURVEY CONTROL
 GC0688  ___________________________________________________________________
 GC0688* NAD 83(1986)-  36 08 35.     (N)    086 43 16.     (W)     SCALED    
 GC0688* NAVD 88     -       156.880  (meters)     514.70   (feet)  ADJUSTED  
 GC0688  ___________________________________________________________________
 GC0688  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0688  DYNAMIC HT  -         156.746 (meters)     514.26  (feet)  COMP
 GC0688  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 GC0688
 GC0688  VERT ORDER  -  SECOND    CLASS 0
 GC0688
 GC0688.The horizontal coordinates were scaled from a topographic map and have
 GC0688.an estimated accuracy of +/- 6 seconds.
 GC0688
 GC0688.The orthometric height was determined by differential leveling
 GC0688.and adjusted by the National Geodetic Survey in June 1991..
 GC0688
 GC0688.The geoid height was determined by GEOID03.
 GC0688
 GC0688.The dynamic height is computed by dividing the NAVD 88
 GC0688.geopotential number by the normal gravity value computed on the
 GC0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0688.degrees latitude (g = 980.6199 gals.).
 GC0688
 GC0688.The modeled gravity was interpolated from observed gravity values.
 GC0688
 GC0688;                    North         East    Units  Estimated Accuracy
 GC0688;SPC TN       -   201,030.      535,100.      MT  (+/- 180 meters Scaled)
 GC0688
 GC0688                          SUPERSEDED SURVEY CONTROL
 GC0688
 GC0688  NGVD 29 (??/??/92)  156.899  (m)          514.76   (f) ADJ UNCH    2 0
 GC0688
 GC0688.Superseded values are not recommended for survey control.
 GC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0688.See file dsdata.txt to determine how the superseded data were derived.
 GC0688
 GC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE250998(NAD 83)
 GC0688_MARKER: DB = BENCH MARK DISK
 GC0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0688_STAMPING: R 226 1960
 GC0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0688+STABILITY: SURFACE MOTION
 GC0688
 GC0688  HISTORY     - Date     Condition        Report By
 GC0688  HISTORY     - 1960     MONUMENTED       CGS
 GC0688
 GC0688                          STATION DESCRIPTION
 GC0688
 GC0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0688'5.8 MI E FROM NASHVILLE.
 GC0688'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0688'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0688'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0688'U.S. HIGHWAY 70S, THEN 0.55 MILE NORTH ON SPENCE LANE.  THE BENCH
 GC0688'MARK IS 0.05 MILE SOUTH OF THE T JUNCTION OF SPENCE LANE AND
 GC0688'ELM HILL PIKE, 62 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GC0688'BARN, 25 FT. EAST OF THE CENTER OF SPENCE LANE, 7.8 FT. SOUTH
 GC0688'OF A POWER LINE POLE, 1.0 FT. WEST OF A FENCE, AND 3.2 FT. SOUTH
 GC0688'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0688'PROJECTING 3 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0725 ***********************************************************************
 GC0725  DESIGNATION -  R 227
 GC0725  PID         -  GC0725
 GC0725  STATE/COUNTY-  TN/DAVIDSON
 GC0725  USGS QUAD   -  ANTIOCH (1983)
 GC0725
 GC0725                         *CURRENT SURVEY CONTROL
 GC0725  ___________________________________________________________________
 GC0725* NAD 83(1986)-  36 05 51.     (N)    086 42 29.     (W)     SCALED    
 GC0725* NAVD 88     -       141.247  (meters)     463.41   (feet)  ADJUSTED  
 GC0725  ___________________________________________________________________
 GC0725  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0725  DYNAMIC HT  -         141.125 (meters)     463.01  (feet)  COMP
 GC0725  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GC0725
 GC0725  VERT ORDER  -  SECOND    CLASS 0
 GC0725
 GC0725.The horizontal coordinates were scaled from a topographic map and have
 GC0725.an estimated accuracy of +/- 6 seconds.
 GC0725
 GC0725.The orthometric height was determined by differential leveling
 GC0725.and adjusted by the National Geodetic Survey in June 1991..
 GC0725
 GC0725.The geoid height was determined by GEOID03.
 GC0725
 GC0725.The dynamic height is computed by dividing the NAVD 88
 GC0725.geopotential number by the normal gravity value computed on the
 GC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0725.degrees latitude (g = 980.6199 gals.).
 GC0725
 GC0725.The modeled gravity was interpolated from observed gravity values.
 GC0725
 GC0725;                    North         East    Units  Estimated Accuracy
 GC0725;SPC TN       -   195,960.      536,240.      MT  (+/- 180 meters Scaled)
 GC0725
 GC0725                          SUPERSEDED SURVEY CONTROL
 GC0725
 GC0725  NGVD 29 (??/??/92)  141.272  (m)          463.49   (f) ADJ UNCH    2 0
 GC0725
 GC0725.Superseded values are not recommended for survey control.
 GC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0725.See file dsdata.txt to determine how the superseded data were derived.
 GC0725
 GC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE262948(NAD 83)
 GC0725_MARKER: DB = BENCH MARK DISK
 GC0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0725_STAMPING: R 227 1960
 GC0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0725+STABILITY: SURFACE MOTION
 GC0725
 GC0725  HISTORY     - Date     Condition        Report By
 GC0725  HISTORY     - 1960     MONUMENTED       CGS
 GC0725
 GC0725                          STATION DESCRIPTION
 GC0725
 GC0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0725'4.4 MI NW FROM ANTIOCH.
 GC0725'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0725'FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST ON INTERSTATE HIGHWAY 24,
 GC0725'THEN 0.6 MILE NORTH ON A GRAVELED ROAD, THEN 0.7 MILES NORTHWEST
 GC0725'ON ANTIOCH PIKE.  THE BENCH MARK IS 0.35 MILES WEST OF THE MILL
 GC0725'CREEK CHURCH, 61 FT. SOUTH OF POWER LINE POLE NO. 11, 36 FT. SOUTH
 GC0725'OF THE CENTER OF ANTIOCH PIKE, 21 FT. EAST OF THE CENTER OF A
 GC0725'GRAVELED ROAD, 7 FT. SOUTHWEST OF A FENCE CORNER, AND 1.3 FT.
 GC0725'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0725'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0096 ***********************************************************************
 FD0096  DESIGNATION -  R 228
 FD0096  PID         -  FD0096
 FD0096  STATE/COUNTY-  TN/RUTHERFORD
 FD0096  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0096
 FD0096                         *CURRENT SURVEY CONTROL
 FD0096  ___________________________________________________________________
 FD0096* NAD 83(1986)-  35 40 53.     (N)    086 17 03.     (W)     SCALED    
 FD0096* NAVD 88     -       229.214  (meters)     752.01   (feet)  ADJUSTED  
 FD0096  ___________________________________________________________________
 FD0096  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0096  DYNAMIC HT  -         229.005 (meters)     751.33  (feet)  COMP
 FD0096  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FD0096
 FD0096  VERT ORDER  -  SECOND    CLASS 0
 FD0096
 FD0096.The horizontal coordinates were scaled from a topographic map and have
 FD0096.an estimated accuracy of +/- 6 seconds.
 FD0096
 FD0096.The orthometric height was determined by differential leveling
 FD0096.and adjusted by the National Geodetic Survey in June 1991..
 FD0096
 FD0096.The geoid height was determined by GEOID03.
 FD0096
 FD0096.The dynamic height is computed by dividing the NAVD 88
 FD0096.geopotential number by the normal gravity value computed on the
 FD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0096.degrees latitude (g = 980.6199 gals.).
 FD0096
 FD0096.The modeled gravity was interpolated from observed gravity values.
 FD0096
 FD0096;                    North         East    Units  Estimated Accuracy
 FD0096;SPC TN       -   149,600.      574,280.      MT  (+/- 180 meters Scaled)
 FD0096
 FD0096                          SUPERSEDED SURVEY CONTROL
 FD0096
 FD0096  NGVD 29 (??/??/92)  229.217  (m)          752.02   (f) ADJ UNCH    2 0
 FD0096
 FD0096.Superseded values are not recommended for survey control.
 FD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0096.See file dsdata.txt to determine how the superseded data were derived.
 FD0096
 FD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE647488(NAD 83)
 FD0096_MARKER: DB = BENCH MARK DISK
 FD0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0096_SP_SET: CULVERT
 FD0096_STAMPING: R 228 1960
 FD0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0096
 FD0096  HISTORY     - Date     Condition        Report By
 FD0096  HISTORY     - 1960     MONUMENTED       CGS
 FD0096
 FD0096                          STATION DESCRIPTION
 FD0096
 FD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0096'4.6 MI NW FROM BEECH GROVE.
 FD0096'FROM THE POST OFFICE IN BEECH GROVE, GO 4.65 MILES NORTHWEST
 FD0096'ON U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.
 FD0096'THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FD0096'SOUTH END OF THE SOUTHWEST CONCRETE HEADWALL OF THE CULVERT,
 FD0096'50 FT. SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO A BARN,
 FD0096'18 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, AND ABOUT
 FD0096'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0111 ***********************************************************************
 FD0111  DESIGNATION -  R 229
 FD0111  PID         -  FD0111
 FD0111  STATE/COUNTY-  TN/BEDFORD
 FD0111  USGS QUAD   -  WARTRACE (1980)
 FD0111
 FD0111                         *CURRENT SURVEY CONTROL
 FD0111  ___________________________________________________________________
 FD0111* NAD 83(1986)-  35 34 12.     (N)    086 16 53.     (W)     SCALED    
 FD0111* NAVD 88     -       254.499  (meters)     834.97   (feet)  ADJUSTED  
 FD0111  ___________________________________________________________________
 FD0111  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0111  DYNAMIC HT  -         254.264 (meters)     834.20  (feet)  COMP
 FD0111  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 FD0111
 FD0111  VERT ORDER  -  SECOND    CLASS 0
 FD0111
 FD0111.The horizontal coordinates were scaled from a topographic map and have
 FD0111.an estimated accuracy of +/- 6 seconds.
 FD0111
 FD0111.The orthometric height was determined by differential leveling
 FD0111.and adjusted by the National Geodetic Survey in June 1991..
 FD0111
 FD0111.The geoid height was determined by GEOID03.
 FD0111
 FD0111.The dynamic height is computed by dividing the NAVD 88
 FD0111.geopotential number by the normal gravity value computed on the
 FD0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0111.degrees latitude (g = 980.6199 gals.).
 FD0111
 FD0111.The modeled gravity was interpolated from observed gravity values.
 FD0111
 FD0111;                    North         East    Units  Estimated Accuracy
 FD0111;SPC TN       -   137,240.      574,490.      MT  (+/- 180 meters Scaled)
 FD0111
 FD0111                          SUPERSEDED SURVEY CONTROL
 FD0111
 FD0111  NGVD 29 (??/??/92)  254.497  (m)          834.96   (f) ADJ UNCH    2 0
 FD0111
 FD0111.Superseded values are not recommended for survey control.
 FD0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0111.See file dsdata.txt to determine how the superseded data were derived.
 FD0111
 FD0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE651364(NAD 83)
 FD0111_MARKER: DB = BENCH MARK DISK
 FD0111_SETTING: 66 = SET IN ROCK OUTCROP
 FD0111_SP_SET: BEDROCK
 FD0111_STAMPING: R 229 1960
 FD0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0111+STABILITY: POSITION/ELEVATION WELL
 FD0111
 FD0111  HISTORY     - Date     Condition        Report By
 FD0111  HISTORY     - 1960     MONUMENTED       CGS
 FD0111  HISTORY     - 1965     GOOD             TVA
 FD0111
 FD0111                          STATION DESCRIPTION
 FD0111
 FD0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0111'4.9 MI NW FROM WARTRACE.
 FD0111'FROM THE RAILROAD DEPOT IN WARTRACE, GO 4.9 MILES NORTHWEST ON
 FD0111'STATE HIGHWAY 64.  THE BENCH MARK IS 64 FT. NORTHEAST OF THE
 FD0111'CENTER OF A T JUNCTION, 61 FT. WEST AND ACROSS THE ROAD FROM A
 FD0111'TELEPHONE POLE, 24 FT. NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FD0111'64.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 3 X 5 OUTCROPPING
 FD0111'BEDROCK PROJECTING 3 FT., AND ABOUT LEVEL WITH THE HIGHWAY.
 FD0111'NOTE-- THIS MARK IS 1.0 MILE SOUTH ON STATE HIGHWAY 64 FROM
 FD0111'B.M. S 229.
 FD0111
 FD0111                          STATION RECOVERY (1965)
 FD0111
 FD0111'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0285 ***********************************************************************
 GD0285  DESIGNATION -  R 23
 GD0285  PID         -  GD0285
 GD0285  STATE/COUNTY-  TN/CARROLL
 GD0285  USGS QUAD   -  MC KENZIE (1985)
 GD0285
 GD0285                         *CURRENT SURVEY CONTROL
 GD0285  ___________________________________________________________________
 GD0285* NAD 83(1986)-  36 07 52.     (N)    088 31 10.     (W)     SCALED    
 GD0285* NAVD 88     -       150.861  (meters)     494.95   (feet)  ADJUSTED  
 GD0285  ___________________________________________________________________
 GD0285  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0285  DYNAMIC HT  -         150.735 (meters)     494.54  (feet)  COMP
 GD0285  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GD0285
 GD0285  VERT ORDER  -  SECOND    CLASS 0
 GD0285
 GD0285.The horizontal coordinates were scaled from a topographic map and have
 GD0285.an estimated accuracy of +/- 6 seconds.
 GD0285
 GD0285.The orthometric height was determined by differential leveling
 GD0285.and adjusted by the National Geodetic Survey in June 1991..
 GD0285
 GD0285.The geoid height was determined by GEOID03.
 GD0285
 GD0285.The dynamic height is computed by dividing the NAVD 88
 GD0285.geopotential number by the normal gravity value computed on the
 GD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0285.degrees latitude (g = 980.6199 gals.).
 GD0285
 GD0285.The modeled gravity was interpolated from observed gravity values.
 GD0285
 GD0285;                    North         East    Units  Estimated Accuracy
 GD0285;SPC TN       -   202,380.      373,250.      MT  (+/- 180 meters Scaled)
 GD0285
 GD0285                          SUPERSEDED SURVEY CONTROL
 GD0285
 GD0285  NGVD 29 (??/??/??)  150.909  (m)          495.11   (f) ADJUSTED    2 0
 GD0285
 GD0285.Superseded values are not recommended for survey control.
 GD0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0285.See file dsdata.txt to determine how the superseded data were derived.
 GD0285
 GD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE632995(NAD 83)
 GD0285_MARKER: DB = BENCH MARK DISK
 GD0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0285_SP_SET: STONE
 GD0285_STAMPING: 495.239 R 23 1934
 GD0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0285+STABILITY: SURFACE MOTION
 GD0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0285+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0285
 GD0285  HISTORY     - Date     Condition        Report By
 GD0285  HISTORY     - 1934     MONUMENTED       CGS
 GD0285  HISTORY     - 1935     GOOD             CGS
 GD0285  HISTORY     - 1967     GOOD             CGS
 GD0285  HISTORY     - 20020826 GOOD             USACE
 GD0285
 GD0285                          STATION DESCRIPTION
 GD0285
 GD0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0285'AT MC KENZIE.
 GD0285'AT MC KENZIE, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GD0285'RAILROAD, AT THE NORTHWEST SIDE OF THE STATION, 5 FEET NORTHEAST
 GD0285'OF THE GENERAL WAITING-ROOM DOOR, IN THE STONE BASE COURSE, AND
 GD0285'6 INCHES ABOVE THE CONCRETE PLATFORM.  A STANDARD DISK, STAMPED
 GD0285'495.239 R 23 1934 AND SET VERTICALLY.
 GD0285
 GD0285                          STATION RECOVERY (1967)
 GD0285
 GD0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0285'RECOVERED IN GOOD CONDITION.
 GD0285
 GD0285                          STATION RECOVERY (2002)
 GD0285
 GD0285'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1768 ***********************************************************************
 GB1768  DESIGNATION -  R 230
 GB1768  PID         -  GB1768
 GB1768  STATE/COUNTY-  TN/PUTNAM
 GB1768  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1768
 GB1768                         *CURRENT SURVEY CONTROL
 GB1768  ___________________________________________________________________
 GB1768* NAD 83(1986)-  36 06 30.     (N)    085 46 07.     (W)     SCALED    
 GB1768* NAVD 88     -       222.739  (meters)     730.77   (feet)  ADJUSTED  
 GB1768  ___________________________________________________________________
 GB1768  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1768  DYNAMIC HT  -         222.543 (meters)     730.13  (feet)  COMP
 GB1768  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 GB1768
 GB1768  VERT ORDER  -  SECOND    CLASS 0
 GB1768
 GB1768.The horizontal coordinates were scaled from a topographic map and have
 GB1768.an estimated accuracy of +/- 6 seconds.
 GB1768
 GB1768.The orthometric height was determined by differential leveling
 GB1768.and adjusted by the National Geodetic Survey in June 1991..
 GB1768
 GB1768.The geoid height was determined by GEOID03.
 GB1768
 GB1768.The dynamic height is computed by dividing the NAVD 88
 GB1768.geopotential number by the normal gravity value computed on the
 GB1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1768.degrees latitude (g = 980.6199 gals.).
 GB1768
 GB1768.The modeled gravity was interpolated from observed gravity values.
 GB1768
 GB1768;                    North         East    Units  Estimated Accuracy
 GB1768;SPC TN       -   196,960.      620,830.      MT  (+/- 180 meters Scaled)
 GB1768
 GB1768                          SUPERSEDED SURVEY CONTROL
 GB1768
 GB1768  NGVD 29 (??/??/92)  222.804  (m)          730.98   (f) ADJ UNCH    2 0
 GB1768
 GB1768.Superseded values are not recommended for survey control.
 GB1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1768.See file dsdata.txt to determine how the superseded data were derived.
 GB1768
 GB1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE108966(NAD 83)
 GB1768_MARKER: DB = BENCH MARK DISK
 GB1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1768_SP_SET: CULVERT
 GB1768_STAMPING: R 230 1960
 GB1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1768
 GB1768  HISTORY     - Date     Condition        Report By
 GB1768  HISTORY     - 1960     MONUMENTED       CGS
 GB1768
 GB1768                          STATION DESCRIPTION
 GB1768
 GB1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1768'2.5 MI SE FROM BUFFALO VALLEY.
 GB1768'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1
 GB1768'MILE, THEN 0.2 MILE NORTH ON A PAVED ROAD, THEN 2.2 MILES
 GB1768'SOUTHEAST ON INTERSTATE HIGHWAY 40 TO THE SOUTHEAST END OF A
 GB1768'CUT.  THE BENCH MARK IS 32 FT. NORTHEAST OF THE CENTER OF THE
 GB1768'NORTHWEST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL
 GB1768'HOLE IN THE NORTHWEST CORNER OF THE NORTHEAST CONCRETE HEADWALL
 GB1768'OF THE CULVERT AND IS AOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1734 ***********************************************************************
 GB1734  DESIGNATION -  R 231
 GB1734  PID         -  GB1734
 GB1734  STATE/COUNTY-  TN/CUMBERLAND
 GB1734  USGS QUAD   -  ISOLINE (1974)
 GB1734
 GB1734                         *CURRENT SURVEY CONTROL
 GB1734  ___________________________________________________________________
 GB1734* NAD 83(1986)-  36 00 53.     (N)    085 03 50.     (W)     SCALED    
 GB1734* NAVD 88     -       522.040  (meters)    1712.73   (feet)  ADJUSTED  
 GB1734  ___________________________________________________________________
 GB1734  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GB1734  DYNAMIC HT  -         521.554 (meters)    1711.13  (feet)  COMP
 GB1734  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 GB1734
 GB1734  VERT ORDER  -  SECOND    CLASS 0
 GB1734
 GB1734.The horizontal coordinates were scaled from a topographic map and have
 GB1734.an estimated accuracy of +/- 6 seconds.
 GB1734
 GB1734.The orthometric height was determined by differential leveling
 GB1734.and adjusted by the National Geodetic Survey in June 1991..
 GB1734
 GB1734.The geoid height was determined by GEOID03.
 GB1734
 GB1734.The dynamic height is computed by dividing the NAVD 88
 GB1734.geopotential number by the normal gravity value computed on the
 GB1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1734.degrees latitude (g = 980.6199 gals.).
 GB1734
 GB1734.The modeled gravity was interpolated from observed gravity values.
 GB1734
 GB1734;                    North         East    Units  Estimated Accuracy
 GB1734;SPC TN       -   186,950.      684,380.      MT  (+/- 180 meters Scaled)
 GB1734
 GB1734                          SUPERSEDED SURVEY CONTROL
 GB1734
 GB1734  NGVD 29 (??/??/92)  522.088  (m)         1712.88   (f) ADJ UNCH    2 0
 GB1734
 GB1734.Superseded values are not recommended for survey control.
 GB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1734.See file dsdata.txt to determine how the superseded data were derived.
 GB1734
 GB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE744873(NAD 83)
 GB1734_MARKER: DB = BENCH MARK DISK
 GB1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1734_STAMPING: R 231 1960
 GB1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1734+STABILITY: SURFACE MOTION
 GB1734
 GB1734  HISTORY     - Date     Condition        Report By
 GB1734  HISTORY     - 1960     MONUMENTED       CGS
 GB1734
 GB1734                          STATION DESCRIPTION
 GB1734
 GB1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1734'6.7 MI NW FROM CROSSVILLE.
 GB1734'FROM THE POST OFFICE IN CROSSVILLE, GO 5.2 MILES NORTHWEST ON
 GB1734'STATE HIGHWAY 127 TO A STORE AND GAS STATION, THEN GO 1.5 MILES
 GB1734'WEST ON A GRAVELED ROAD TO A Y JUNCTION.  THE BENCH MARK IS 0.15
 GB1734'MILE NORTH OF A BRIDGE, 47 FT. NORTH OF THE CENTER OF A PAVED
 GB1734'ROAD, 31 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 8 FT. SOUTH
 GB1734'OF AN 18-INCH TREE, AND 1.8 FT. SOUTHEAST OF A WITNESS SIGN.  THE
 GB1734'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GB1734'ABOUT 3 FT. ABOVE THE LEVEL OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0891 ***********************************************************************
 FC0891  DESIGNATION -  R 232
 FC0891  PID         -  FC0891
 FC0891  STATE/COUNTY-  TN/CUMBERLAND
 FC0891  USGS QUAD   -  OZONE (1989)
 FC0891
 FC0891                         *CURRENT SURVEY CONTROL
 FC0891  ___________________________________________________________________
 FC0891* NAD 83(1986)-  35 53 38.     (N)    084 45 06.     (W)     SCALED    
 FC0891* NAVD 88     -       456.635  (meters)    1498.14   (feet)  ADJUSTED  
 FC0891  ___________________________________________________________________
 FC0891  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FC0891  DYNAMIC HT  -         456.201 (meters)    1496.72  (feet)  COMP
 FC0891  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FC0891
 FC0891  VERT ORDER  -  SECOND    CLASS 0
 FC0891
 FC0891.The horizontal coordinates were scaled from a topographic map and have
 FC0891.an estimated accuracy of +/- 6 seconds.
 FC0891
 FC0891.The orthometric height was determined by differential leveling
 FC0891.and adjusted by the National Geodetic Survey in June 1991..
 FC0891
 FC0891.The geoid height was determined by GEOID03.
 FC0891
 FC0891.The dynamic height is computed by dividing the NAVD 88
 FC0891.geopotential number by the normal gravity value computed on the
 FC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0891.degrees latitude (g = 980.6199 gals.).
 FC0891
 FC0891.The modeled gravity was interpolated from observed gravity values.
 FC0891
 FC0891;                    North         East    Units  Estimated Accuracy
 FC0891;SPC TN       -   173,860.      712,700.      MT  (+/- 180 meters Scaled)
 FC0891
 FC0891                          SUPERSEDED SURVEY CONTROL
 FC0891
 FC0891  NGVD 29 (??/??/92)  456.722  (m)         1498.43   (f) ADJ UNCH    2 0
 FC0891
 FC0891.Superseded values are not recommended for survey control.
 FC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0891.See file dsdata.txt to determine how the superseded data were derived.
 FC0891
 FC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE029745(NAD 83)
 FC0891_MARKER: DB = BENCH MARK DISK
 FC0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0891_STAMPING: R 232 1960
 FC0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0891+STABILITY: SURFACE MOTION
 FC0891
 FC0891  HISTORY     - Date     Condition        Report By
 FC0891  HISTORY     - 1960     MONUMENTED       CGS
 FC0891
 FC0891                          STATION DESCRIPTION
 FC0891
 FC0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0891'1.1 MI NE FROM DAYSVILLE.
 FC0891'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 1.1 MILES
 FC0891'NORTHEAST ON A GRAVELED ROAD TO THE Y JUNCTION OF A TRACK ROAD
 FC0891'AND THE GRAVELED ROAD.  THE BENCH MARK IS 24 FT. NORTH OF THE
 FC0891'CENTER OF A TRACK ROAD, 17 FT. SOUTH OF THE CENTER OF THE GRAVELED
 FC0891'ROAD, 3 FT. WEST OF A POWER LINE POLE, AND 1.5 FT. EAST OF A
 FC0891'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0891'2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0203 ***********************************************************************
 FC0203  DESIGNATION -  R 233
 FC0203  PID         -  FC0203
 FC0203  STATE/COUNTY-  TN/ROANE
 FC0203  USGS QUAD   -  BETHEL VALLEY (1989)
 FC0203
 FC0203                         *CURRENT SURVEY CONTROL
 FC0203  ___________________________________________________________________
 FC0203* NAD 83(1986)-  35 52 51.     (N)    084 20 52.     (W)     SCALED    
 FC0203* NAVD 88     -       247.943  (meters)     813.46   (feet)  ADJUSTED  
 FC0203  ___________________________________________________________________
 FC0203  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0203  DYNAMIC HT  -         247.709 (meters)     812.69  (feet)  COMP
 FC0203  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FC0203
 FC0203  VERT ORDER  -  SECOND    CLASS 0
 FC0203
 FC0203.The horizontal coordinates were scaled from a topographic map and have
 FC0203.an estimated accuracy of +/- 6 seconds.
 FC0203
 FC0203.The orthometric height was determined by differential leveling
 FC0203.and adjusted by the National Geodetic Survey in June 1991..
 FC0203
 FC0203.The geoid height was determined by GEOID03.
 FC0203
 FC0203.The dynamic height is computed by dividing the NAVD 88
 FC0203.geopotential number by the normal gravity value computed on the
 FC0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0203.degrees latitude (g = 980.6199 gals.).
 FC0203
 FC0203.The modeled gravity was interpolated from observed gravity values.
 FC0203
 FC0203;                    North         East    Units  Estimated Accuracy
 FC0203;SPC TN       -   172,950.      749,180.      MT  (+/- 180 meters Scaled)
 FC0203
 FC0203                          SUPERSEDED SURVEY CONTROL
 FC0203
 FC0203  NGVD 29 (??/??/92)  248.053  (m)          813.82   (f) ADJ UNCH    2 0
 FC0203
 FC0203.Superseded values are not recommended for survey control.
 FC0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0203.See file dsdata.txt to determine how the superseded data were derived.
 FC0203
 FC0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE394739(NAD 83)
 FC0203_MARKER: DB = BENCH MARK DISK
 FC0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0203_STAMPING: R 233 1960
 FC0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0203+STABILITY: SURFACE MOTION
 FC0203
 FC0203  HISTORY     - Date     Condition        Report By
 FC0203  HISTORY     - 1960     MONUMENTED       CGS
 FC0203
 FC0203                          STATION DESCRIPTION
 FC0203
 FC0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0203'8.6 MI NW FROM EATON CROSSROADS.
 FC0203'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0203'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0203'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0203'5.4 MILES WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 56 FT.
 FC0203'SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANES, 54 FT.
 FC0203'NORTH OF THE RIGHT-OF-WAY FENCE, 31 FT. SOUTHWEST OF THE CENTER OF
 FC0203'A DRAIN UNDER THE HIGHWAY, AND 2 FT. NORTH OF A WITNESS SIGN.
 FC0203'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC0203'AND ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2101 ***********************************************************************
 FB2101  DESIGNATION -  R 234
 FB2101  PID         -  FB2101
 FB2101  STATE/COUNTY-  TN/KNOX
 FB2101  USGS QUAD   -  KNOXVILLE (1978)
 FB2101
 FB2101                         *CURRENT SURVEY CONTROL
 FB2101  ___________________________________________________________________
 FB2101* NAD 83(1986)-  35 58 06.     (N)    083 55 47.     (W)     SCALED    
 FB2101* NAVD 88     -       279.217  (meters)     916.06   (feet)  ADJUSTED  
 FB2101  ___________________________________________________________________
 FB2101  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2101  DYNAMIC HT  -         278.959 (meters)     915.22  (feet)  COMP
 FB2101  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FB2101
 FB2101  VERT ORDER  -  SECOND    CLASS 0
 FB2101
 FB2101.The horizontal coordinates were scaled from a topographic map and have
 FB2101.an estimated accuracy of +/- 6 seconds.
 FB2101
 FB2101.The orthometric height was determined by differential leveling
 FB2101.and adjusted by the National Geodetic Survey in June 1991..
 FB2101
 FB2101.The geoid height was determined by GEOID03.
 FB2101
 FB2101.The dynamic height is computed by dividing the NAVD 88
 FB2101.geopotential number by the normal gravity value computed on the
 FB2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2101.degrees latitude (g = 980.6199 gals.).
 FB2101
 FB2101.The modeled gravity was interpolated from observed gravity values.
 FB2101
 FB2101;                    North         East    Units  Estimated Accuracy
 FB2101;SPC TN       -   183,380.      786,720.      MT  (+/- 180 meters Scaled)
 FB2101
 FB2101                          SUPERSEDED SURVEY CONTROL
 FB2101
 FB2101  NGVD 29 (??/??/92)  279.350  (m)          916.50   (f) ADJ UNCH    2 0
 FB2101
 FB2101.Superseded values are not recommended for survey control.
 FB2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2101.See file dsdata.txt to determine how the superseded data were derived.
 FB2101
 FB2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV358844(NAD 83)
 FB2101_MARKER: DB = BENCH MARK DISK
 FB2101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2101_SP_SET: OVERPASS
 FB2101_STAMPING: R 234 1960
 FB2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2101
 FB2101  HISTORY     - Date     Condition        Report By
 FB2101  HISTORY     - 1960     MONUMENTED       CGS
 FB2101  HISTORY     - 1961     GOOD             NGS
 FB2101  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2101
 FB2101                          STATION DESCRIPTION
 FB2101
 FB2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2101'AT KNOXVILLE.
 FB2101'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2101'ABOUT 0.35 MILE WEST ON MAGNOLIA AVENUE TO AN OVERPASS OVER
 FB2101'INTERSTATE HIGHWAY 75.  THE BENCH MARK DISK IS CEMENTED IN A
 FB2101'DRILL HOLE IN TOP OF THE NORTHWEST CONCRETE WINGWALL AND WALKWAY
 FB2101'AT THE WEST END OF THE OVERPASS, AND IS ABOUT LEVEL WITH THE
 FB2101'ROAD.
 FB2101
 FB2101                          STATION RECOVERY (1982)
 FB2101
 FB2101'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0694 ***********************************************************************
 GB0694  DESIGNATION -  R 235
 GB0694  PID         -  GB0694
 GB0694  STATE/COUNTY-  TN/ANDERSON
 GB0694  USGS QUAD   -  NORRIS (1990)
 GB0694
 GB0694                         *CURRENT SURVEY CONTROL
 GB0694  ___________________________________________________________________
 GB0694* NAD 83(1986)-  36 08 50.     (N)    084 03 21.     (W)     SCALED    
 GB0694* NAVD 88     -       263.987  (meters)     866.10   (feet)  ADJUSTED  
 GB0694  ___________________________________________________________________
 GB0694  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB0694  DYNAMIC HT  -         263.746 (meters)     865.31  (feet)  COMP
 GB0694  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 GB0694
 GB0694  VERT ORDER  -  SECOND    CLASS 0
 GB0694
 GB0694.The horizontal coordinates were scaled from a topographic map and have
 GB0694.an estimated accuracy of +/- 6 seconds.
 GB0694
 GB0694.The orthometric height was determined by differential leveling
 GB0694.and adjusted by the National Geodetic Survey in June 1991..
 GB0694
 GB0694.The geoid height was determined by GEOID03.
 GB0694
 GB0694.The dynamic height is computed by dividing the NAVD 88
 GB0694.geopotential number by the normal gravity value computed on the
 GB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0694.degrees latitude (g = 980.6199 gals.).
 GB0694
 GB0694.The modeled gravity was interpolated from observed gravity values.
 GB0694
 GB0694;                    North         East    Units  Estimated Accuracy
 GB0694;SPC TN       -   202,990.      774,950.      MT  (+/- 180 meters Scaled)
 GB0694
 GB0694                          SUPERSEDED SURVEY CONTROL
 GB0694
 GB0694  NGVD 29 (??/??/92)  264.096  (m)          866.46   (f) ADJ UNCH    2 0
 GB0694
 GB0694.Superseded values are not recommended for survey control.
 GB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0694.See file dsdata.txt to determine how the superseded data were derived.
 GB0694
 GB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF648042(NAD 83)
 GB0694_MARKER: DB = BENCH MARK DISK
 GB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0694_STAMPING: R 235 1961
 GB0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0694+STABILITY: SURFACE MOTION
 GB0694
 GB0694  HISTORY     - Date     Condition        Report By
 GB0694  HISTORY     - 1961     MONUMENTED       CGS
 GB0694  HISTORY     - 1972     MARK NOT FOUND   TVA
 GB0694
 GB0694                          STATION DESCRIPTION
 GB0694
 GB0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0694'5.3 MI S FROM NORRIS.
 GB0694'FROM THE JUNCTION OF STATE HIGHWAYS 61 AN 71 (ABOUT 1.0 MILE
 GB0694'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY
 GB0694'61, THEN 2.3 MILES SOUTHEAST ON A GRAVELED ROAD TO A SMALL CREEK
 GB0694'UNDER THE ROAD.  THE BENCH MARK IS ABOUT 200 FT. NORTHEAST OF
 GB0694'INTERSTATE HIGHWAY 75, 27 FT. SOUTHEAST OF THE SOUTHEAST GATE
 GB0694'POST FOR A TRACK ROAD LEADING TO A PASTURE, 23 FT. NORTHEAST OF THE
 GB0694'CENTER OF A GRAVELED ROAD, 8 FT. SOUTHEAST OF A CREEK BANK, 1
 GB0694'FT. SOUTHWEST OF A FENCE, AND 2 FT. NORTHEAST OF A WITNESS SIGN.
 GB0694'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 GB0694'AND ABOUT LEVEL WITH THE ROAD.
 GB0694
 GB0694                          STATION RECOVERY (1972)
 GB0694
 GB0694'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2405 ***********************************************************************
 GA2405  DESIGNATION -  R 236
 GA2405  PID         -  GA2405
 GA2405  STATE/COUNTY-  TN/KNOX
 GA2405  USGS QUAD   -  JOHN SEVIER (1992)
 GA2405
 GA2405                         *CURRENT SURVEY CONTROL
 GA2405  ___________________________________________________________________
 GA2405* NAD 83(1986)-  36 00 54.     (N)    083 51 21.     (W)     SCALED    
 GA2405* NAVD 88     -       259.693  (meters)     852.01   (feet)  ADJUSTED  
 GA2405  ___________________________________________________________________
 GA2405  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2405  DYNAMIC HT  -         259.454 (meters)     851.23  (feet)  COMP
 GA2405  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 GA2405
 GA2405  VERT ORDER  -  SECOND    CLASS 0
 GA2405
 GA2405.The horizontal coordinates were scaled from a topographic map and have
 GA2405.an estimated accuracy of +/- 6 seconds.
 GA2405
 GA2405.The orthometric height was determined by differential leveling
 GA2405.and adjusted by the National Geodetic Survey in June 1991..
 GA2405
 GA2405.The geoid height was determined by GEOID03.
 GA2405
 GA2405.The dynamic height is computed by dividing the NAVD 88
 GA2405.geopotential number by the normal gravity value computed on the
 GA2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2405.degrees latitude (g = 980.6199 gals.).
 GA2405
 GA2405.The modeled gravity was interpolated from observed gravity values.
 GA2405
 GA2405;                    North         East    Units  Estimated Accuracy
 GA2405;SPC TN       -   188,700.      793,270.      MT  (+/- 180 meters Scaled)
 GA2405
 GA2405                          SUPERSEDED SURVEY CONTROL
 GA2405
 GA2405  NGVD 29 (??/??/92)  259.830  (m)          852.46   (f) ADJ UNCH    2 0
 GA2405
 GA2405.Superseded values are not recommended for survey control.
 GA2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2405.See file dsdata.txt to determine how the superseded data were derived.
 GA2405
 GA2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV426893(NAD 83)
 GA2405_MARKER: DB = BENCH MARK DISK
 GA2405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2405_SP_SET: CULVERT
 GA2405_STAMPING: R 236 1961
 GA2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2405
 GA2405  HISTORY     - Date     Condition        Report By
 GA2405  HISTORY     - 1961     MONUMENTED       CGS
 GA2405  HISTORY     - 1982     GOOD             LOCENG
 GA2405
 GA2405                          STATION DESCRIPTION
 GA2405
 GA2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2405'IN EAST KNOXVILLE.
 GA2405'FROM THE CHILOWEE SCHOOL IN THE EAST EDGE OF KNOXVILLE ON
 GA2405'U.S. HIGHWAY 11E, GO 0.5 MILE NORTH ON CHILOWEE ROAD TO A
 GA2405'CONCRETE CULVERT UNDER CHILOWEE ROAD JUST BEFORE REACHING THE
 GA2405'ENTRANCE TO HOLSTON HIGH SCHOOL.  THE BENCH MARK DISK IS CEMENTED
 GA2405'IN A DRILL HOLE IN TOP OF THE NORTHWEST END OF THE NORTHWEST
 GA2405'WINGWALL OF THE CULVERT, 15.6 FT. SOUTHWEST OF THE CENTER OF
 GA2405'CHILOWEE ROAD, AND IS ABOUT LEVEL WITH THE ROAD.
 GA2405
 GA2405                          STATION RECOVERY (1982)
 GA2405
 GA2405'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2036 ***********************************************************************
 GA2036  DESIGNATION -  R 237
 GA2036  PID         -  GA2036
 GA2036  STATE/COUNTY-  TN/JEFFERSON
 GA2036  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2036
 GA2036                         *CURRENT SURVEY CONTROL
 GA2036  ___________________________________________________________________
 GA2036* NAD 83(1986)-  36 02 33.     (N)    083 25 55.     (W)     SCALED    
 GA2036* NAVD 88     -       399.594  (meters)    1311.00   (feet)  ADJUSTED  
 GA2036  ___________________________________________________________________
 GA2036  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA2036  DYNAMIC HT  -         399.219 (meters)    1309.77  (feet)  COMP
 GA2036  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 GA2036
 GA2036  VERT ORDER  -  SECOND    CLASS 0
 GA2036
 GA2036.The horizontal coordinates were scaled from a topographic map and have
 GA2036.an estimated accuracy of +/- 6 seconds.
 GA2036
 GA2036.The orthometric height was determined by differential leveling
 GA2036.and adjusted by the National Geodetic Survey in June 1991..
 GA2036
 GA2036.The geoid height was determined by GEOID03.
 GA2036
 GA2036.The dynamic height is computed by dividing the NAVD 88
 GA2036.geopotential number by the normal gravity value computed on the
 GA2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2036.degrees latitude (g = 980.6199 gals.).
 GA2036
 GA2036.The modeled gravity was interpolated from observed gravity values.
 GA2036
 GA2036;                    North         East    Units  Estimated Accuracy
 GA2036;SPC TN       -   192,670.      831,380.      MT  (+/- 180 meters Scaled)
 GA2036
 GA2036                          SUPERSEDED SURVEY CONTROL
 GA2036
 GA2036  NGVD 29 (??/??/92)  399.748  (m)         1311.51   (f) ADJ UNCH    2 0
 GA2036
 GA2036.Superseded values are not recommended for survey control.
 GA2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2036.See file dsdata.txt to determine how the superseded data were derived.
 GA2036
 GA2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV809913(NAD 83)
 GA2036_MARKER: DB = BENCH MARK DISK
 GA2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2036_STAMPING: R 237 1961
 GA2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2036+STABILITY: SURFACE MOTION
 GA2036
 GA2036  HISTORY     - Date     Condition        Report By
 GA2036  HISTORY     - 1961     MONUMENTED       CGS
 GA2036  HISTORY     - 1980     GOOD             NGS
 GA2036
 GA2036                          STATION DESCRIPTION
 GA2036
 GA2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2036'2.6 MI N FROM DANDRIDGE.
 GA2036'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2036'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2036'0.4 MILE EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF A
 GA2036'GRAVELED ROAD.  THE BENCH MARK IS NORTH OF INTERSTATE HIGHWAY 40,
 GA2036'63 FT. NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF
 GA2036'A BARN, 14 FT. WEST OF THE CENTER OF THE GRAVELED ROAD, 3.7 FT.
 GA2036'NORTH OF THE NORTH GATE POST FOR A ROAD LEADING TO A FIELD, 2 FT.
 GA2036'SOUTH OF A WITNESS SIGN, AND 1 FT. EAST OF A FENCE.  THE DISK IS
 GA2036'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 3
 GA2036'FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
 GA2036
 GA2036                          STATION RECOVERY (1980)
 GA2036
 GA2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0028 ***********************************************************************
 FC0028  DESIGNATION -  R 238
 FC0028  PID         -  FC0028
 FC0028  STATE/COUNTY-  TN/LOUDON
 FC0028  USGS QUAD   -  PHILADELPHIA (1974)
 FC0028
 FC0028                         *CURRENT SURVEY CONTROL
 FC0028  ___________________________________________________________________
 FC0028* NAD 83(1986)-  35 40 06.     (N)    084 24 45.     (W)     SCALED    
 FC0028* NAVD 88     -       262.315  (meters)     860.61   (feet)  ADJUSTED  
 FC0028  ___________________________________________________________________
 FC0028  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0028  DYNAMIC HT  -         262.063 (meters)     859.78  (feet)  COMP
 FC0028  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 FC0028
 FC0028  VERT ORDER  -  FIRST     CLASS I
 FC0028
 FC0028.The horizontal coordinates were scaled from a topographic map and have
 FC0028.an estimated accuracy of +/- 6 seconds.
 FC0028
 FC0028.The orthometric height was determined by differential leveling
 FC0028.and adjusted by the National Geodetic Survey in June 1991..
 FC0028
 FC0028.The geoid height was determined by GEOID03.
 FC0028
 FC0028.The dynamic height is computed by dividing the NAVD 88
 FC0028.geopotential number by the normal gravity value computed on the
 FC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0028.degrees latitude (g = 980.6199 gals.).
 FC0028
 FC0028.The modeled gravity was interpolated from observed gravity values.
 FC0028
 FC0028;                    North         East    Units  Estimated Accuracy
 FC0028;SPC TN       -   149,280.      743,720.      MT  (+/- 180 meters Scaled)
 FC0028
 FC0028                          SUPERSEDED SURVEY CONTROL
 FC0028
 FC0028  NGVD 29 (??/??/92)  262.395  (m)          860.87   (f) ADJ UNCH    1 1
 FC0028
 FC0028.Superseded values are not recommended for survey control.
 FC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0028.See file dsdata.txt to determine how the superseded data were derived.
 FC0028
 FC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE342502(NAD 83)
 FC0028_MARKER: DB = BENCH MARK DISK
 FC0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0028_SP_SET: BRIDGE
 FC0028_STAMPING: R 238 1961
 FC0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0028
 FC0028  HISTORY     - Date     Condition        Report By
 FC0028  HISTORY     - 1961     MONUMENTED       CGS
 FC0028  HISTORY     - 1968     GOOD             NGS
 FC0028
 FC0028                          STATION DESCRIPTION
 FC0028
 FC0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0028'0.9 MI SW FROM PHILADELPHIA.
 FC0028'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0028'FIRST BAPTIST CHURCH AT PHILADELPHIA, ABOUT 0.3 MILE SOUTHWEST
 FC0028'OF MILEPOST 166, SET IN THE TOP OF THE NORTHWEST END OF THE
 FC0028'NORTHEAST ABUTMENT OF A 75-FOOT BRIDGE OVER SWEETWATER CREEK,
 FC0028'17.8 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1 1/2 FEET
 FC0028'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1385 ***********************************************************************
 FB1385  DESIGNATION -  R 239
 FB1385  PID         -  FB1385
 FB1385  STATE/COUNTY-  TN/COCKE
 FB1385  USGS QUAD   -  NEWPORT (1992)
 FB1385
 FB1385                         *CURRENT SURVEY CONTROL
 FB1385  ___________________________________________________________________
 FB1385* NAD 83(1986)-  35 58 05.     (N)    083 14 58.     (W)     SCALED    
 FB1385* NAVD 88     -       386.587  (meters)    1268.33   (feet)  ADJUSTED  
 FB1385  ___________________________________________________________________
 FB1385  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1385  DYNAMIC HT  -         386.223 (meters)    1267.13  (feet)  COMP
 FB1385  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FB1385
 FB1385  VERT ORDER  -  SECOND    CLASS 0
 FB1385
 FB1385.The horizontal coordinates were scaled from a topographic map and have
 FB1385.an estimated accuracy of +/- 6 seconds.
 FB1385
 FB1385.The orthometric height was determined by differential leveling
 FB1385.and adjusted by the National Geodetic Survey in June 1991..
 FB1385
 FB1385.The geoid height was determined by GEOID03.
 FB1385
 FB1385.The dynamic height is computed by dividing the NAVD 88
 FB1385.geopotential number by the normal gravity value computed on the
 FB1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1385.degrees latitude (g = 980.6199 gals.).
 FB1385
 FB1385.The modeled gravity was interpolated from observed gravity values.
 FB1385
 FB1385;                    North         East    Units  Estimated Accuracy
 FB1385;SPC TN       -   184,860.      848,060.      MT  (+/- 180 meters Scaled)
 FB1385
 FB1385                          SUPERSEDED SURVEY CONTROL
 FB1385
 FB1385  NGVD 29 (??/??/92)  386.748  (m)         1268.86   (f) ADJ UNCH    2 0
 FB1385
 FB1385.Superseded values are not recommended for survey control.
 FB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1385.See file dsdata.txt to determine how the superseded data were derived.
 FB1385
 FB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV971827(NAD 83)
 FB1385_MARKER: DB = BENCH MARK DISK
 FB1385_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FB1385_SP_SET: WINGWALL
 FB1385_STAMPING: R 239 1961
 FB1385_MARK LOGO: CGS   
 FB1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1385+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 FB1385
 FB1385  HISTORY     - Date     Condition        Report By
 FB1385  HISTORY     - 1961     MONUMENTED       CGS
 FB1385  HISTORY     - 19881104 GOOD             TNDT
 FB1385
 FB1385                          STATION DESCRIPTION
 FB1385
 FB1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1385'4.9 MI W FROM NEWPORT.
 FB1385'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 FB1385'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 FB1385'0.4 MILE SOUTHEAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS.  THE
 FB1385'BENCH MARK IS 24 FT. NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC
 FB1385'LANES OF INTERSTATE HIGHWAY 40.  THE DISK IS CEMENTED IN A DRILL
 FB1385'HOLE IN TOP OF THE NORTHWEST END OF THE NORTHWEST CONCRETE WINGWALL
 FB1385'OF THE OVERPASS, AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 FB1385
 FB1385                          STATION RECOVERY (1988)
 FB1385
 FB1385'RECOVERY NOTE BY TN DEPT OF TRANSP 1988
 FB1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1656 ***********************************************************************
 GC1656  DESIGNATION -  R 24
 GC1656  PID         -  GC1656
 GC1656  STATE/COUNTY-  TN/HOUSTON
 GC1656  USGS QUAD   -  STEWART (1982)
 GC1656
 GC1656                         *CURRENT SURVEY CONTROL
 GC1656  ___________________________________________________________________
 GC1656* NAD 83(1986)-  36 19 13.     (N)    087 50 20.     (W)     SCALED    
 GC1656* NAVD 88     -       149.156  (meters)     489.36   (feet)  ADJUSTED  
 GC1656  ___________________________________________________________________
 GC1656  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC1656  DYNAMIC HT  -         149.032 (meters)     488.95  (feet)  COMP
 GC1656  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GC1656
 GC1656  VERT ORDER  -  FIRST     CLASS II
 GC1656
 GC1656.The horizontal coordinates were scaled from a topographic map and have
 GC1656.an estimated accuracy of +/- 6 seconds.
 GC1656
 GC1656.The orthometric height was determined by differential leveling
 GC1656.and adjusted by the National Geodetic Survey in June 1991..
 GC1656
 GC1656.The geoid height was determined by GEOID03.
 GC1656
 GC1656.The dynamic height is computed by dividing the NAVD 88
 GC1656.geopotential number by the normal gravity value computed on the
 GC1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1656.degrees latitude (g = 980.6199 gals.).
 GC1656
 GC1656.The modeled gravity was interpolated from observed gravity values.
 GC1656
 GC1656;                    North         East    Units  Estimated Accuracy
 GC1656;SPC TN       -   222,000.      434,880.      MT  (+/- 180 meters Scaled)
 GC1656
 GC1656                          SUPERSEDED SURVEY CONTROL
 GC1656
 GC1656  NGVD 29 (??/??/92)  149.193  (m)          489.48   (f) ADJ UNCH    1 2
 GC1656
 GC1656.Superseded values are not recommended for survey control.
 GC1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1656.See file dsdata.txt to determine how the superseded data were derived.
 GC1656
 GC1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF246197(NAD 83)
 GC1656_MARKER: DB = BENCH MARK DISK
 GC1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1656_STAMPING: R 24 1934
 GC1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1656+STABILITY: SURFACE MOTION
 GC1656
 GC1656  HISTORY     - Date     Condition        Report By
 GC1656  HISTORY     - 1934     MONUMENTED       CGS
 GC1656  HISTORY     - 1947     GOOD             NGS
 GC1656  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1656  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1656
 GC1656                          STATION DESCRIPTION
 GC1656
 GC1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1656'AT STEWART.
 GC1656'AT STEWART, ABOUT 185 YARDS EAST OF THE LOUISVILLE AND NASHVILLE
 GC1656'RAILROAD STATION, 205 FEET WEST ACROSS THE TRACK FROM MILEPOST
 GC1656'214, IN THE SOUTHEAST QUARTER OF A DIRT ROAD CROSSING, 59 FEET
 GC1656'NORTHEAST ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A 2-STORY
 GC1656'WHITE FRAME HOUSE, 42 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GC1656'26 FEET SOUTH OF THE SOUTH RAIL, 5 FEET WEST OF A POLE, 3 FEET
 GC1656'SOUTH OF THE RIGHT-OF-WAY FENCE, ABOUT 5 FEET LOWER THAN THE
 GC1656'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 GC1656'INCHES.  NOTE-- FULL IN A 5 FT DITCH.  ROAD HAS BEEN BUILT UP
 GC1656'ABOUT 5 FT.  THE LADY WHO LIVES IN THE HOUSE NEARBY SAYS SHE
 GC1656'HASNT SEEN IT SINCE THE ROAD WAS REWORKED.
 GC1656
 GC1656                          STATION RECOVERY (1972)
 GC1656
 GC1656'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1656'MARK NOT FOUND.
 GC1656
 GC1656                          STATION RECOVERY (1987)
 GC1656
 GC1656'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3238 ***********************************************************************
 GA3238  DESIGNATION -  R 240 RESET
 GA3238  PID         -  GA3238
 GA3238  STATE/COUNTY-  TN/GREENE
 GA3238  USGS QUAD   -  MC CLOUD (1961)
 GA3238
 GA3238                         *CURRENT SURVEY CONTROL
 GA3238  ___________________________________________________________________
 GA3238* NAD 83(1986)-  36 15 25.     (N)    082 57 32.     (W)     SCALED    
 GA3238* NAVD 88     -       351.84   (meters)    1154.3    (feet)  RESET     
 GA3238  ___________________________________________________________________
 GA3238  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3238
 GA3238  VERT ORDER  -  THIRD
 GA3238
 GA3238.The horizontal coordinates were scaled from a topographic map and have
 GA3238.an estimated accuracy of +/- 6 seconds.
 GA3238
 GA3238.The orthometric height was computed from unverified reset data.
 GA3238.No vertical observational check was made to the station.
 GA3238
 GA3238.The geoid height was determined by GEOID03.
 GA3238
 GA3238;                    North         East    Units  Estimated Accuracy
 GA3238;SPC TN       -   217,670.      873,260.      MT  (+/- 180 meters Scaled)
 GA3238
 GA3238                          SUPERSEDED SURVEY CONTROL
 GA3238
 GA3238  NGVD 29 (10/12/01)  351.99   (m)         1154.8    (f) RESET       3  
 GA3238
 GA3238.Superseded values are not recommended for survey control.
 GA3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3238.See file dsdata.txt to determine how the superseded data were derived.
 GA3238
 GA3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA240142(NAD 83)
 GA3238_MARKER: DB = BENCH MARK DISK
 GA3238_SETTING: 0 = UNSPECIFIED SETTING
 GA3238_STAMPING: R 240 RESET 1976
 GA3238_MARK LOGO: NGS   
 GA3238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3238
 GA3238  HISTORY     - Date     Condition        Report By
 GA3238  HISTORY     - 1976     MONUMENTED       NGS
 GA3238
 GA3238                          STATION DESCRIPTION
 GA3238
 GA3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3238'0.7 MI NW FROM MT CARMEL.
 GA3238'2.3 MILES WEST ALONG INTERSTATE HIGHWAY 81 FROM ITS JUNCTION WITH
 GA3238'STATE HIGHWAY 70, 6 INCHES NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 GA3238'OF THE INTERSTATE HIGHWAY, 70 FEET SOUTH OF THE CENTERLINE OF PAVED
 GA3238'FRONTAGE ROAD, 30 FEET SOUTHEAST OF A 24 INCH OAK TREE, 29 FEET
 GA3238'SOUTHWEST OF A TELEPHONE POLE AND IN TOP OF A PRE-CAST ALUMINUM
 GA3238'MONUMENT WITH MAGNETS.
 GA3238'THE MARK IS 6 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1077 ***********************************************************************
 GA1077  DESIGNATION -  R 241
 GA1077  PID         -  GA1077
 GA1077  STATE/COUNTY-  TN/GREENE
 GA1077  USGS QUAD   -  LOVELACE (1971)
 GA1077
 GA1077                         *CURRENT SURVEY CONTROL
 GA1077  ___________________________________________________________________
 GA1077* NAD 83(1986)-  36 23 42.     (N)    082 39 17.     (W)     SCALED    
 GA1077* NAVD 88     -       479.101  (meters)    1571.85   (feet)  ADJUSTED  
 GA1077  ___________________________________________________________________
 GA1077  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1077  DYNAMIC HT  -         478.652 (meters)    1570.38  (feet)  COMP
 GA1077  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1077
 GA1077  VERT ORDER  -  SECOND    CLASS 0
 GA1077
 GA1077.The horizontal coordinates were scaled from a topographic map and have
 GA1077.an estimated accuracy of +/- 6 seconds.
 GA1077
 GA1077.The orthometric height was determined by differential leveling
 GA1077.and adjusted by the National Geodetic Survey in June 1991..
 GA1077
 GA1077.The geoid height was determined by GEOID03.
 GA1077
 GA1077.The dynamic height is computed by dividing the NAVD 88
 GA1077.geopotential number by the normal gravity value computed on the
 GA1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1077.degrees latitude (g = 980.6199 gals.).
 GA1077
 GA1077.The modeled gravity was interpolated from observed gravity values.
 GA1077
 GA1077;                    North         East    Units  Estimated Accuracy
 GA1077;SPC TN       -   233,870.      900,050.      MT  (+/- 180 meters Scaled)
 GA1077
 GA1077                          SUPERSEDED SURVEY CONTROL
 GA1077
 GA1077  NGVD 29 (??/??/92)  479.236  (m)         1572.29   (f) ADJ UNCH    2 0
 GA1077
 GA1077.Superseded values are not recommended for survey control.
 GA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1077.See file dsdata.txt to determine how the superseded data were derived.
 GA1077
 GA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA516290(NAD 83)
 GA1077_MARKER: DB = BENCH MARK DISK
 GA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1077_STAMPING: R 241 1961
 GA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1077+STABILITY: SURFACE MOTION
 GA1077
 GA1077  HISTORY     - Date     Condition        Report By
 GA1077  HISTORY     - 1961     MONUMENTED       CGS
 GA1077
 GA1077                          STATION DESCRIPTION
 GA1077
 GA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1077'3.6 MI NE FROM JEAROLDSTOWN.
 GA1077'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1077'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1077'FALL BRANCH), GO 3.1 MILES NORTHEAST ON A GRAVELED ROAD TO A Y
 GA1077'JUNCTION, TAKE THE LEFT FORK AND GO 0.5 MILE NORTHEAST ON A
 GA1077'GRAVELED ROAD.  THE BENCH MARK IS 17 FT. WEST OF THE CENTER OF
 GA1077'THE GRAVELED ROAD, 6 FT. WEST OF ROAD DRAINAGE DITCH, 1.6 FT.
 GA1077'EAST OF AN OLD FENCE, AND 1.6 FT. SOUTH OF A WITNESS SIGN.  THE
 GA1077'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS
 GA1077'ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0937 ***********************************************************************
 FC0937  DESIGNATION -  R 242
 FC0937  PID         -  FC0937
 FC0937  STATE/COUNTY-  TN/MCMINN
 FC0937  USGS QUAD   -  NIOTA (1990)
 FC0937
 FC0937                         *CURRENT SURVEY CONTROL
 FC0937  ___________________________________________________________________
 FC0937* NAD 83(1986)-  35 33 04.     (N)    084 33 55.     (W)     SCALED    
 FC0937* NAVD 88     -       285.730  (meters)     937.43   (feet)  ADJUSTED  
 FC0937  ___________________________________________________________________
 FC0937  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0937  DYNAMIC HT  -         285.449 (meters)     936.51  (feet)  COMP
 FC0937  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 FC0937
 FC0937  VERT ORDER  -  SECOND    CLASS 0
 FC0937
 FC0937.The horizontal coordinates were scaled from a topographic map and have
 FC0937.an estimated accuracy of +/- 6 seconds.
 FC0937
 FC0937.The orthometric height was determined by differential leveling
 FC0937.and adjusted by the National Geodetic Survey in June 1991..
 FC0937
 FC0937.The geoid height was determined by GEOID03.
 FC0937
 FC0937.The dynamic height is computed by dividing the NAVD 88
 FC0937.geopotential number by the normal gravity value computed on the
 FC0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0937.degrees latitude (g = 980.6199 gals.).
 FC0937
 FC0937.The modeled gravity was interpolated from observed gravity values.
 FC0937
 FC0937;                    North         East    Units  Estimated Accuracy
 FC0937;SPC TN       -   136,070.      730,080.      MT  (+/- 180 meters Scaled)
 FC0937
 FC0937                          SUPERSEDED SURVEY CONTROL
 FC0937
 FC0937  NGVD 29 (??/??/92)  285.802  (m)          937.67   (f) ADJ UNCH    2 0
 FC0937
 FC0937.Superseded values are not recommended for survey control.
 FC0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0937.See file dsdata.txt to determine how the superseded data were derived.
 FC0937
 FC0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE206368(NAD 83)
 FC0937_MARKER: DB = BENCH MARK DISK
 FC0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0937_STAMPING: R 242 1961
 FC0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0937+STABILITY: SURFACE MOTION
 FC0937
 FC0937  HISTORY     - Date     Condition        Report By
 FC0937  HISTORY     - 1961     MONUMENTED       CGS
 FC0937
 FC0937                          STATION DESCRIPTION
 FC0937
 FC0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0937'3.1 MI NW FROM NIOTA.
 FC0937'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0937'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.65
 FC0937'MILES NORTHWEST TO A Y JUNCTION AND A CEMETERY ON THE RIGHT.  THE
 FC0937'BENCH MARK IS AT THE Y JUNCTION, ABOUT 500 FT. NORTH OF PROPOSED
 FC0937'INTERSTATE HIGHWAY 75, ABOUT 300 FT. SOUTHWEST OF THE UNION MC MINN
 FC0937'BAPTIST CHURCH, 39.5 FT. NORTHWEST OF THE NORTHWEST CORNER OF A
 FC0937'SHED, 25 FT. NORTHEAST OF THE CENTER OF A PAVED ROAD, 20 FT.
 FC0937'SOUTHEAST OF THE SOUTHEAST FENCE CORNER OF A FENCE AROUND THE
 FC0937'CEMETERY, AND 1.7 FT. SOUTHWEST OF A METAL WITNESS POST.  THE
 FC0937'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND
 FC0937'IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0588 ***********************************************************************
 FC0588  DESIGNATION -  R 243
 FC0588  PID         -  FC0588
 FC0588  STATE/COUNTY-  TN/BRADLEY
 FC0588  USGS QUAD   -  CHARLESTON (1980)
 FC0588
 FC0588                         *CURRENT SURVEY CONTROL
 FC0588  ___________________________________________________________________
 FC0588* NAD 83(1986)-  35 18 16.     (N)    084 48 03.     (W)     SCALED    
 FC0588* NAVD 88     -       210.659  (meters)     691.14   (feet)  ADJUSTED  
 FC0588  ___________________________________________________________________
 FC0588  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0588  DYNAMIC HT  -         210.453 (meters)     690.46  (feet)  COMP
 FC0588  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0588
 FC0588  VERT ORDER  -  SECOND    CLASS 0
 FC0588
 FC0588.The horizontal coordinates were scaled from a topographic map and have
 FC0588.an estimated accuracy of +/- 6 seconds.
 FC0588
 FC0588.The orthometric height was determined by differential leveling
 FC0588.and adjusted by the National Geodetic Survey in June 1991..
 FC0588
 FC0588.The geoid height was determined by GEOID03.
 FC0588
 FC0588.The dynamic height is computed by dividing the NAVD 88
 FC0588.geopotential number by the normal gravity value computed on the
 FC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0588.degrees latitude (g = 980.6199 gals.).
 FC0588
 FC0588.The modeled gravity was interpolated from observed gravity values.
 FC0588
 FC0588;                    North         East    Units  Estimated Accuracy
 FC0588;SPC TN       -   108,410.      709,060.      MT  (+/- 180 meters Scaled)
 FC0588
 FC0588                          SUPERSEDED SURVEY CONTROL
 FC0588
 FC0588  NGVD 29 (??/??/92)  210.708  (m)          691.30   (f) ADJ UNCH    2 0
 FC0588
 FC0588.Superseded values are not recommended for survey control.
 FC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0588.See file dsdata.txt to determine how the superseded data were derived.
 FC0588
 FC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE999090(NAD 83)
 FC0588_MARKER: DB = BENCH MARK DISK
 FC0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0588_SP_SET: GUARDRAIL
 FC0588_STAMPING: R 243 1961
 FC0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0588
 FC0588  HISTORY     - Date     Condition        Report By
 FC0588  HISTORY     - 1961     MONUMENTED       CGS
 FC0588  HISTORY     - 1979     GOOD             TVA
 FC0588
 FC0588                          STATION DESCRIPTION
 FC0588
 FC0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0588'3.1 MI NW FROM CHARLESTON.
 FC0588'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON AN
 FC0588'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS TO
 FC0588'U.S. HIGHWAY 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0588'3.1 MILES TO A BRIDGE OVER SOUTH MOUSE CREEK AND THE MARK ON
 FC0588'THE LEFT.  A DISK SET IN THE NORTHWEST END OF THE SOUTHWEST
 FC0588'GUARDRAIL OF THE BRIDGE.  26 FEET SOUTHWEST OF A POWER LINE POLE
 FC0588'NUMBER 55, 10.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD, AND 8
 FC0588'INCHES SOUTHEAST OF THE NORTHWEST END OF THE GUARD RAIL.  ABOUT
 FC0588'0.6 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 FC0588
 FC0588                          STATION RECOVERY (1979)
 FC0588
 FC0588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0629 ***********************************************************************
 FC0629  DESIGNATION -  R 244
 FC0629  PID         -  FC0629
 FC0629  STATE/COUNTY-  TN/BRADLEY
 FC0629  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0629
 FC0629                         *CURRENT SURVEY CONTROL
 FC0629  ___________________________________________________________________
 FC0629* NAD 83(1986)-  35 07 44.     (N)    084 59 29.     (W)     SCALED    
 FC0629* NAVD 88     -       248.459  (meters)     815.15   (feet)  ADJUSTED  
 FC0629  ___________________________________________________________________
 FC0629  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0629  DYNAMIC HT  -         248.211 (meters)     814.34  (feet)  COMP
 FC0629  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FC0629
 FC0629  VERT ORDER  -  FIRST     CLASS II
 FC0629
 FC0629.The horizontal coordinates were scaled from a topographic map and have
 FC0629.an estimated accuracy of +/- 6 seconds.
 FC0629
 FC0629.The orthometric height was determined by differential leveling
 FC0629.and adjusted by the National Geodetic Survey in June 1991..
 FC0629
 FC0629.The geoid height was determined by GEOID03.
 FC0629
 FC0629.The dynamic height is computed by dividing the NAVD 88
 FC0629.geopotential number by the normal gravity value computed on the
 FC0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0629.degrees latitude (g = 980.6199 gals.).
 FC0629
 FC0629.The modeled gravity was interpolated from observed gravity values.
 FC0629
 FC0629;                    North         East    Units  Estimated Accuracy
 FC0629;SPC TN       -    88,740.      691,930.      MT  (+/- 180 meters Scaled)
 FC0629
 FC0629                          SUPERSEDED SURVEY CONTROL
 FC0629
 FC0629  NGVD 29 (??/??/92)  248.476  (m)          815.21   (f) ADJ UNCH    1 2
 FC0629
 FC0629.Superseded values are not recommended for survey control.
 FC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0629.See file dsdata.txt to determine how the superseded data were derived.
 FC0629
 FC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD830891(NAD 83)
 FC0629_MARKER: DB = BENCH MARK DISK
 FC0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0629_SP_SET: BRIDGE
 FC0629_STAMPING: R 244 1961
 FC0629_MARK LOGO: CGS   
 FC0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0629
 FC0629  HISTORY     - Date     Condition        Report By
 FC0629  HISTORY     - 1961     MONUMENTED       CGS
 FC0629  HISTORY     - 1962     GOOD             NGS
 FC0629  HISTORY     - 1967     GOOD             NGS
 FC0629  HISTORY     - 1983     GOOD             NGS
 FC0629
 FC0629                          STATION DESCRIPTION
 FC0629
 FC0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0629'2.8 MI SW FROM MC DONALD.
 FC0629'FROM THE POST OFFICE IN MC DONALD GO SOUTHWEST ON U.S. HIGHWAY
 FC0629'11 FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.7
 FC0629'MILES TO A BRIDGE OVER BRYMER CREEK AND THE MARK ON THE LEFT.  A
 FC0629'STANDARD DISK CEMENTED IN A DRILLED HOLE IN THE EAST END OF THE
 FC0629'NORTH HEADWALL OF THE BRIDGE, 18 FEET NORTH OF THE CENTER OF
 FC0629'THE ROAD, 1.9 FEET WEST OF THE EAST END OF THE HEADWALL AND ABOUT
 FC0629'1 FOOT BELOW THE LEVEL OF THE ROAD.
 FC0629
 FC0629                          STATION RECOVERY (1967)
 FC0629
 FC0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0629'RECOVERED IN GOOD CONDITION.
 FC0629
 FC0629                          STATION RECOVERY (1983)
 FC0629
 FC0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1268 ***********************************************************************
 EE1268  DESIGNATION -  R 245
 EE1268  PID         -  EE1268
 EE1268  STATE/COUNTY-  TN/HAMILTON
 EE1268  USGS QUAD   -  EAST RIDGE (1982)
 EE1268
 EE1268                         *CURRENT SURVEY CONTROL
 EE1268  ___________________________________________________________________
 EE1268* NAD 83(1986)-  34 59 53.     (N)    085 10 29.     (W)     SCALED    
 EE1268* NAVD 88     -       208.983  (meters)     685.64   (feet)  ADJUSTED  
 EE1268  ___________________________________________________________________
 EE1268  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EE1268  DYNAMIC HT  -         208.776 (meters)     684.96  (feet)  COMP
 EE1268  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 EE1268
 EE1268  VERT ORDER  -  SECOND    CLASS 0
 EE1268
 EE1268.The horizontal coordinates were scaled from a topographic map and have
 EE1268.an estimated accuracy of +/- 6 seconds.
 EE1268
 EE1268.The orthometric height was determined by differential leveling
 EE1268.and adjusted by the National Geodetic Survey in June 1991..
 EE1268
 EE1268.The geoid height was determined by GEOID03.
 EE1268
 EE1268.The dynamic height is computed by dividing the NAVD 88
 EE1268.geopotential number by the normal gravity value computed on the
 EE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1268.degrees latitude (g = 980.6199 gals.).
 EE1268
 EE1268.The modeled gravity was interpolated from observed gravity values.
 EE1268
 EE1268;                    North         East    Units  Estimated Accuracy
 EE1268;SPC TN       -    74,070.      675,340.      MT  (+/- 180 meters Scaled)
 EE1268
 EE1268                          SUPERSEDED SURVEY CONTROL
 EE1268
 EE1268  NGVD 29 (??/??/92)  209.000  (m)          685.69   (f) ADJ UNCH    2 0
 EE1268
 EE1268.Superseded values are not recommended for survey control.
 EE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1268.See file dsdata.txt to determine how the superseded data were derived.
 EE1268
 EE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD665743(NAD 83)
 EE1268_MARKER: DB = BENCH MARK DISK
 EE1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1268_SP_SET: BRIDGE
 EE1268_STAMPING: R 245 1962
 EE1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1268
 EE1268  HISTORY     - Date     Condition        Report By
 EE1268  HISTORY     - 1962     MONUMENTED       CGS
 EE1268
 EE1268                          STATION DESCRIPTION
 EE1268
 EE1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE1268'3.4 MI S FROM CHICKAMAUGA.
 EE1268'FROM THE STATION CHICKAMAUGA GO 3.4 MILES SOUTH ALONG THE
 EE1268'NASHVILLE CHATTANOOGA, AND ST. LOUIS RAILWAY TO BRIDGE 122-8.
 EE1268'7 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT SOUTHEAST OF THE
 EE1268'NORTHEAST HEADWALL.  A STANDARD DISK SET IN A DRILL HOLE IN
 EE1268'BRIDGE 122-8 AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1404 ***********************************************************************
 FC1404  DESIGNATION -  R 246
 FC1404  PID         -  FC1404
 FC1404  STATE/COUNTY-  TN/GRUNDY
 FC1404  USGS QUAD   -  ALTO (1947)
 FC1404
 FC1404                         *CURRENT SURVEY CONTROL
 FC1404  ___________________________________________________________________
 FC1404* NAD 83(1986)-  35 16 23.     (N)    085 53 04.     (W)     SCALED    
 FC1404* NAVD 88     -       332.430  (meters)    1090.65   (feet)  ADJUSTED  
 FC1404  ___________________________________________________________________
 FC1404  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FC1404  DYNAMIC HT  -         332.103 (meters)    1089.57  (feet)  COMP
 FC1404  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 FC1404
 FC1404  VERT ORDER  -  SECOND    CLASS 0
 FC1404
 FC1404.The horizontal coordinates were scaled from a topographic map and have
 FC1404.an estimated accuracy of +/- 6 seconds.
 FC1404
 FC1404.The orthometric height was determined by differential leveling
 FC1404.and adjusted by the National Geodetic Survey in June 1991..
 FC1404
 FC1404.The geoid height was determined by GEOID03.
 FC1404
 FC1404.The dynamic height is computed by dividing the NAVD 88
 FC1404.geopotential number by the normal gravity value computed on the
 FC1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1404.degrees latitude (g = 980.6199 gals.).
 FC1404
 FC1404.The modeled gravity was interpolated from observed gravity values.
 FC1404
 FC1404;                    North         East    Units  Estimated Accuracy
 FC1404;SPC TN       -   104,270.      610,510.      MT  (+/- 180 meters Scaled)
 FC1404
 FC1404                          SUPERSEDED SURVEY CONTROL
 FC1404
 FC1404  NGVD 29 (??/??/92)  332.425  (m)         1090.63   (f) ADJ UNCH    2 0
 FC1404
 FC1404.Superseded values are not recommended for survey control.
 FC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1404.See file dsdata.txt to determine how the superseded data were derived.
 FC1404
 FC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE014038(NAD 83)
 FC1404_MARKER: DB = BENCH MARK DISK
 FC1404_SETTING: 66 = SET IN ROCK OUTCROP
 FC1404_SP_SET: BEDROCK
 FC1404_STAMPING: R 246 1962
 FC1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1404+STABILITY: POSITION/ELEVATION WELL
 FC1404
 FC1404  HISTORY     - Date     Condition        Report By
 FC1404  HISTORY     - 1962     MONUMENTED       CGS
 FC1404
 FC1404                          STATION DESCRIPTION
 FC1404
 FC1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1404'4.8 MI NW FROM MONTEAGLE.
 FC1404'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FC1404'INTERSTATE HIGHWAY 24 AT THE WEST EDGE OF MONTEAGLE, GO NORTHWEST
 FC1404'ON INTERSTATE HIGHWAY 24 FOR 4.8 MILES TO THE MARK SET IN AN
 FC1404'OUTCROP OF BEDROCK NEAR A SMALL MOUNTAIN STREAM, 103.0 FEET
 FC1404'NORTHEAST OF CENTER OF WEST BOUND LANE, 99.0 FEET NORTH OF A
 FC1404'4 FOOT PIPE CULVERT, 4.9 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE,
 FC1404'4.2 FEET SOUTHEAST OF A 10.0 INCH CEDAR TREE, AND 2.9 FEET
 FC1404'NORTHEAST OF A METAL WITNESS SIGN.  A STANDARD BENCH MARK DISK
 FC1404'DRILLED IN AN OUTCROP OF BEDROCK AND IS ABOUT 1 FOOT BELOW
 FC1404'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2181 ***********************************************************************
 GA2181  DESIGNATION -  R 247
 GA2181  PID         -  GA2181
 GA2181  STATE/COUNTY-  TN/JEFFERSON
 GA2181  USGS QUAD   -  NEW MARKET (1987)
 GA2181
 GA2181                         *CURRENT SURVEY CONTROL
 GA2181  ___________________________________________________________________
 GA2181* NAD 83(1986)-  36 07 08.     (N)    083 30 20.     (W)     SCALED    
 GA2181* NAVD 88     -       365.694  (meters)    1199.78   (feet)  ADJUSTED  
 GA2181  ___________________________________________________________________
 GA2181  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA2181  DYNAMIC HT  -         365.357 (meters)    1198.68  (feet)  COMP
 GA2181  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2181
 GA2181  VERT ORDER  -  FIRST     CLASS I
 GA2181
 GA2181.The horizontal coordinates were scaled from a topographic map and have
 GA2181.an estimated accuracy of +/- 6 seconds.
 GA2181
 GA2181.The orthometric height was determined by differential leveling
 GA2181.and adjusted by the National Geodetic Survey in June 1991..
 GA2181
 GA2181.The geoid height was determined by GEOID03.
 GA2181
 GA2181.The dynamic height is computed by dividing the NAVD 88
 GA2181.geopotential number by the normal gravity value computed on the
 GA2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2181.degrees latitude (g = 980.6199 gals.).
 GA2181
 GA2181.The modeled gravity was interpolated from observed gravity values.
 GA2181
 GA2181;                    North         East    Units  Estimated Accuracy
 GA2181;SPC TN       -   200,970.      824,540.      MT  (+/- 180 meters Scaled)
 GA2181
 GA2181                          SUPERSEDED SURVEY CONTROL
 GA2181
 GA2181  NGVD 29 (??/??/92)  365.823  (m)         1200.20   (f) ADJ UNCH    1 1
 GA2181
 GA2181.Superseded values are not recommended for survey control.
 GA2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2181.See file dsdata.txt to determine how the superseded data were derived.
 GA2181
 GA2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA744000(NAD 83)
 GA2181_MARKER: DB = BENCH MARK DISK
 GA2181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2181_SP_SET: CATCH BASIN
 GA2181_STAMPING: R 247 1967
 GA2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2181
 GA2181  HISTORY     - Date     Condition        Report By
 GA2181  HISTORY     - 1967     MONUMENTED       CGS
 GA2181
 GA2181                          STATION DESCRIPTION
 GA2181
 GA2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2181'AT JEFFERSON CITY.
 GA2181'AT JEFFERSON CITY, 0.9 MILE SOUTHWEST ALONG THE ANDREW JOHNSON
 GA2181'HIGHWAY FROM THE POST OFFICE, AT THE JUNCTION OF STATE HIGHWAY
 GA2181'92, SET ON THE TOP OF THE SOUTHEAST CORNER OF A 4-BY 2.5 FEET
 GA2181'CONCRETE CATCH BASIN, 85 FEET NORTHWEST OF THE CENTER LINE OF
 GA2181'THE ANDREW JOHNSON HIGHWAY, 22 FEET SOUTHWEST OF THE CENTER
 GA2181'LINE OF THE STATE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2226 ***********************************************************************
 GA2226  DESIGNATION -  R 248
 GA2226  PID         -  GA2226
 GA2226  STATE/COUNTY-  TN/KNOX
 GA2226  USGS QUAD   -  JOHN SEVIER (1992)
 GA2226
 GA2226                         *CURRENT SURVEY CONTROL
 GA2226  ___________________________________________________________________
 GA2226* NAD 83(1986)-  36 02 59.     (N)    083 48 07.     (W)     SCALED    
 GA2226* NAVD 88     -       274.565  (meters)     900.80   (feet)  ADJUSTED  
 GA2226  ___________________________________________________________________
 GA2226  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2226  DYNAMIC HT  -         274.314 (meters)     899.98  (feet)  COMP
 GA2226  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA2226
 GA2226  VERT ORDER  -  FIRST     CLASS I
 GA2226
 GA2226.The horizontal coordinates were scaled from a topographic map and have
 GA2226.an estimated accuracy of +/- 6 seconds.
 GA2226
 GA2226.The orthometric height was determined by differential leveling
 GA2226.and adjusted by the National Geodetic Survey in June 1991..
 GA2226
 GA2226.The geoid height was determined by GEOID03.
 GA2226
 GA2226.The dynamic height is computed by dividing the NAVD 88
 GA2226.geopotential number by the normal gravity value computed on the
 GA2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2226.degrees latitude (g = 980.6199 gals.).
 GA2226
 GA2226.The modeled gravity was interpolated from observed gravity values.
 GA2226
 GA2226;                    North         East    Units  Estimated Accuracy
 GA2226;SPC TN       -   192,660.      798,040.      MT  (+/- 180 meters Scaled)
 GA2226
 GA2226                          SUPERSEDED SURVEY CONTROL
 GA2226
 GA2226  NGVD 29 (??/??/92)  274.696  (m)          901.23   (f) ADJ UNCH    1 1
 GA2226
 GA2226.Superseded values are not recommended for survey control.
 GA2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2226.See file dsdata.txt to determine how the superseded data were derived.
 GA2226
 GA2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV475930(NAD 83)
 GA2226_MARKER: DB = BENCH MARK DISK
 GA2226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2226_SP_SET: CULVERT
 GA2226_STAMPING: R 248 1967
 GA2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2226
 GA2226  HISTORY     - Date     Condition        Report By
 GA2226  HISTORY     - 1967     MONUMENTED       CGS
 GA2226
 GA2226                          STATION DESCRIPTION
 GA2226
 GA2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2226'4.2 MI SW FROM MASCOT.
 GA2226'ABOUT 2.35 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2226'CHURCH AT MASCOT, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GA2226'11W, 114 FEET SOUTHWEST OF THE INTERSECTION OF ELLISTOWN ROAD,
 GA2226'SET ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL FOR
 GA2226'A 20-FOOT ARCHED CULVERT OVER WHITES CREEK, 22 FEET SOUTHEAST OF
 GA2226'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST
 GA2226'END OF THE HEAD WALL AND 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0719 ***********************************************************************
 FC0719  DESIGNATION -  R 249
 FC0719  PID         -  FC0719
 FC0719  STATE/COUNTY-  TN/ROANE
 FC0719  USGS QUAD   -  HARRIMAN (1980)
 FC0719
 FC0719                         *CURRENT SURVEY CONTROL
 FC0719  ___________________________________________________________________
 FC0719* NAD 83(1986)-  35 57 47.     (N)    084 31 14.     (W)     SCALED    
 FC0719* NAVD 88     -       243.241  (meters)     798.03   (feet)  ADJUSTED  
 FC0719  ___________________________________________________________________
 FC0719  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0719  DYNAMIC HT  -         243.018 (meters)     797.30  (feet)  COMP
 FC0719  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 FC0719
 FC0719  VERT ORDER  -  FIRST     CLASS I
 FC0719
 FC0719.The horizontal coordinates were scaled from a topographic map and have
 FC0719.an estimated accuracy of +/- 6 seconds.
 FC0719
 FC0719.The orthometric height was determined by differential leveling
 FC0719.and adjusted by the National Geodetic Survey in June 1991..
 FC0719
 FC0719.The geoid height was determined by GEOID03.
 FC0719
 FC0719.The dynamic height is computed by dividing the NAVD 88
 FC0719.geopotential number by the normal gravity value computed on the
 FC0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0719.degrees latitude (g = 980.6199 gals.).
 FC0719
 FC0719.The modeled gravity was interpolated from observed gravity values.
 FC0719
 FC0719;                    North         East    Units  Estimated Accuracy
 FC0719;SPC TN       -   181,830.      733,440.      MT  (+/- 180 meters Scaled)
 FC0719
 FC0719                          SUPERSEDED SURVEY CONTROL
 FC0719
 FC0719  NGVD 29 (??/??/92)  243.357  (m)          798.41   (f) ADJ UNCH    1 1
 FC0719
 FC0719.Superseded values are not recommended for survey control.
 FC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0719.See file dsdata.txt to determine how the superseded data were derived.
 FC0719
 FC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE235826(NAD 83)
 FC0719_MARKER: DB = BENCH MARK DISK
 FC0719_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FC0719_STAMPING: R 249 1967
 FC0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0719
 FC0719  HISTORY     - Date     Condition        Report By
 FC0719  HISTORY     - 1967     MONUMENTED       CGS
 FC0719  HISTORY     - 1972     GOOD             TVA
 FC0719
 FC0719                          STATION DESCRIPTION
 FC0719
 FC0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0719'2.4 MI NE FROM HARRIMAN.
 FC0719'ABOUT 2.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0719'STATION AT HARRIMAN, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 48,
 FC0719'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK THAT IS ABOUT
 FC0719'35 YARDS LONG AND ABOUT 15 FEET HIGH, 8.3 FEET NORTHWEST OF THE
 FC0719'NORTHWEST RAIL, ABOUT 12 FEET SOUTHWEST OF THE NORTHEAST END OF
 FC0719'THE ROCK, 3 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 1 1/2
 FC0719'FEET ABOVE THE LEVEL OF THE TRACK.
 FC0719
 FC0719                          STATION RECOVERY (1972)
 FC0719
 FC0719'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1372 ***********************************************************************
 GC1372  DESIGNATION -  R 25
 GC1372  PID         -  GC1372
 GC1372  STATE/COUNTY-  TN/MONTGOMERY
 GC1372  USGS QUAD   -  PALMYRA (1983)
 GC1372
 GC1372                         *CURRENT SURVEY CONTROL
 GC1372  ___________________________________________________________________
 GC1372* NAD 83(1986)-  36 24 45.     (N)    087 25 07.     (W)     SCALED    
 GC1372* NAVD 88     -       148.196  (meters)     486.21   (feet)  ADJUSTED  
 GC1372  ___________________________________________________________________
 GC1372  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC1372  DYNAMIC HT  -         148.070 (meters)     485.79  (feet)  COMP
 GC1372  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GC1372
 GC1372  VERT ORDER  -  SECOND    CLASS 0
 GC1372
 GC1372.The horizontal coordinates were scaled from a topographic map and have
 GC1372.an estimated accuracy of +/- 6 seconds.
 GC1372
 GC1372.The orthometric height was determined by differential leveling
 GC1372.and adjusted by the National Geodetic Survey in June 1991..
 GC1372
 GC1372.The geoid height was determined by GEOID03.
 GC1372
 GC1372.The dynamic height is computed by dividing the NAVD 88
 GC1372.geopotential number by the normal gravity value computed on the
 GC1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1372.degrees latitude (g = 980.6199 gals.).
 GC1372
 GC1372.The modeled gravity was interpolated from observed gravity values.
 GC1372
 GC1372;                    North         East    Units  Estimated Accuracy
 GC1372;SPC TN       -   231,610.      472,770.      MT  (+/- 180 meters Scaled)
 GC1372
 GC1372                          SUPERSEDED SURVEY CONTROL
 GC1372
 GC1372  NGVD 29 (??/??/92)  148.244  (m)          486.36   (f) ADJ UNCH    2 0
 GC1372
 GC1372.Superseded values are not recommended for survey control.
 GC1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1372.See file dsdata.txt to determine how the superseded data were derived.
 GC1372
 GC1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF624297(NAD 83)
 GC1372_MARKER: DB = BENCH MARK DISK
 GC1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1372_STAMPING: 486.626 R 25 1934
 GC1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1372+STABILITY: SURFACE MOTION
 GC1372
 GC1372  HISTORY     - Date     Condition        Report By
 GC1372  HISTORY     - 1934     MONUMENTED       CGS
 GC1372  HISTORY     - 1956     GOOD             NGS
 GC1372
 GC1372                          STATION DESCRIPTION
 GC1372
 GC1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC1372'2.3 MI N FROM LONE OAK.
 GC1372'2.3 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED LOUISVILLE
 GC1372'AND NASHVILLE RAILROAD FROM THE STATION AT LONE OAK, MONTGOMERY
 GC1372'COUNTY, 11 YARDS SOUTH OF A ROAD CROSSING, 7 YARDS NORTH OF THE
 GC1372'CENTERLINE OF THE FARM ROAD, AND 5 YARDS EAST OF THE CENTERLINE
 GC1372'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 486.626 R 25 1934
 GC1372'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0942 ***********************************************************************
 GB0942  DESIGNATION -  R 250
 GB0942  PID         -  GB0942
 GB0942  STATE/COUNTY-  TN/SCOTT
 GB0942  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0942
 GB0942                         *CURRENT SURVEY CONTROL
 GB0942  ___________________________________________________________________
 GB0942* NAD 83(1986)-  36 28 14.     (N)    084 32 44.     (W)     SCALED    
 GB0942* NAVD 88     -       459.317  (meters)    1506.94   (feet)  ADJUSTED  
 GB0942  ___________________________________________________________________
 GB0942  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0942  DYNAMIC HT  -         458.924 (meters)    1505.65  (feet)  COMP
 GB0942  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GB0942
 GB0942  VERT ORDER  -  FIRST     CLASS I
 GB0942
 GB0942.The horizontal coordinates were scaled from a topographic map and have
 GB0942.an estimated accuracy of +/- 6 seconds.
 GB0942
 GB0942.The orthometric height was determined by differential leveling
 GB0942.and adjusted by the National Geodetic Survey in June 1991..
 GB0942
 GB0942.The geoid height was determined by GEOID03.
 GB0942
 GB0942.The dynamic height is computed by dividing the NAVD 88
 GB0942.geopotential number by the normal gravity value computed on the
 GB0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0942.degrees latitude (g = 980.6199 gals.).
 GB0942
 GB0942.The modeled gravity was interpolated from observed gravity values.
 GB0942
 GB0942;                    North         East    Units  Estimated Accuracy
 GB0942;SPC TN       -   238,100.      730,350.      MT  (+/- 180 meters Scaled)
 GB0942
 GB0942                          SUPERSEDED SURVEY CONTROL
 GB0942
 GB0942  NGVD 29 (??/??/92)  459.440  (m)         1507.35   (f) ADJ UNCH    1 1
 GB0942
 GB0942.Superseded values are not recommended for survey control.
 GB0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0942.See file dsdata.txt to determine how the superseded data were derived.
 GB0942
 GB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF199389(NAD 83)
 GB0942_MARKER: DB = BENCH MARK DISK
 GB0942_SETTING: 66 = SET IN ROCK OUTCROP
 GB0942_SP_SET: ROCK CUT
 GB0942_STAMPING: R 250 1968
 GB0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0942+STABILITY: POSITION/ELEVATION WELL
 GB0942
 GB0942  HISTORY     - Date     Condition        Report By
 GB0942  HISTORY     - 1968     MONUMENTED       CGS
 GB0942
 GB0942                          STATION DESCRIPTION
 GB0942
 GB0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0942'2.6 MI SW FROM ONEIDA.
 GB0942'ABOUT 2.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0942'STATION AT ONEIDA, 0.15 MILE SOUTHWEST OF MILEPOST 212, 20 FEET
 GB0942'SOUTHWEST OF THE CENTER OF A WOODEN RAILROAD OVERPASS FOR A PAVED
 GB0942'ROAD, SET IN THE TOP OF A LEDGE ON THE SOUTHEAST ROCK WALL OF
 GB0942'A CUT FOR THE RAILROAD, 1.0 FOOT SOUTHEAST OF THE NORTHWEST EDGE
 GB0942'OF THE LEDGE, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.0 FEET
 GB0942'NORTHEAST OF AN 8-INCH TRIANGLE WHICH IS INSCRIBED IN THE
 GB0942'NORTHWEST FACE OF THE SOUTHEAST WALL OF THE CUT, AND ABOUT
 GB0942'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0394 ***********************************************************************
 FC0394  DESIGNATION -  R 256
 FC0394  PID         -  FC0394
 FC0394  STATE/COUNTY-  TN/BRADLEY
 FC0394  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0394
 FC0394                         *CURRENT SURVEY CONTROL
 FC0394  ___________________________________________________________________
 FC0394* NAD 83(1986)-  35 13 11.     (N)    084 49 52.     (W)     SCALED    
 FC0394* NAVD 88     -       256.474  (meters)     841.45   (feet)  ADJUSTED  
 FC0394  ___________________________________________________________________
 FC0394  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0394  DYNAMIC HT  -         256.222 (meters)     840.62  (feet)  COMP
 FC0394  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 FC0394
 FC0394  VERT ORDER  -  FIRST     CLASS I
 FC0394
 FC0394.This mark is at Hardwick Field Airport (HDI)
 FC0394
 FC0394.The horizontal coordinates were scaled from a topographic map and have
 FC0394.an estimated accuracy of +/- 6 seconds.
 FC0394
 FC0394.The orthometric height was determined by differential leveling
 FC0394.and adjusted by the National Geodetic Survey in June 1991..
 FC0394
 FC0394.The geoid height was determined by GEOID03.
 FC0394
 FC0394.The dynamic height is computed by dividing the NAVD 88
 FC0394.geopotential number by the normal gravity value computed on the
 FC0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0394.degrees latitude (g = 980.6199 gals.).
 FC0394
 FC0394.The modeled gravity was interpolated from observed gravity values.
 FC0394
 FC0394;                    North         East    Units  Estimated Accuracy
 FC0394;SPC TN       -    98,980.      706,420.      MT  (+/- 180 meters Scaled)
 FC0394
 FC0394                          SUPERSEDED SURVEY CONTROL
 FC0394
 FC0394  NGVD 29 (??/??/92)  256.500  (m)          841.53   (f) ADJ UNCH    1 1
 FC0394
 FC0394.Superseded values are not recommended for survey control.
 FC0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0394.See file dsdata.txt to determine how the superseded data were derived.
 FC0394
 FC0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD974995(NAD 83)
 FC0394_MARKER: DB = BENCH MARK DISK
 FC0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0394_SP_SET: BUILDING
 FC0394_STAMPING: R 256 1968
 FC0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0394
 FC0394  HISTORY     - Date     Condition        Report By
 FC0394  HISTORY     - 1968     MONUMENTED       CGS
 FC0394
 FC0394                          STATION DESCRIPTION
 FC0394
 FC0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0394'5.1 MI NE FROM CLEVELAND.
 FC0394'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0394'COURTHOUSE AT CLEVELAND, THENCE ABOUT 0.2 MILE NORTHWEST ALONG
 FC0394'A BLACKTOP ROAD, AT FAIRVIEW, AT THE HARDWICK AIRFIELD, SET
 FC0394'VERTICALLY IN THE SOUTHEAST FACE OF THE EAST CORNER OF THE
 FC0394'CONCRETE FOUNDATION TO THE COMBINATION HANGAR AND ADMINISTRATION
 FC0394'BUILDING, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 FC0394'1 1/2 FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 1 FOOT
 FC0394'ABOVE THE LEVEL OF THE GROUND, 0.6 FOOT BELOW THE TOP OF THE
 FC0394'FOUNDATION AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0433 ***********************************************************************
 FC0433  DESIGNATION -  R 257
 FC0433  PID         -  FC0433
 FC0433  STATE/COUNTY-  TN/MCMINN
 FC0433  USGS QUAD   -  RICEVILLE (1990)
 FC0433
 FC0433                         *CURRENT SURVEY CONTROL
 FC0433  ___________________________________________________________________
 FC0433* NAD 83(1986)-  35 26 06.     (N)    084 38 32.     (W)     SCALED    
 FC0433* NAVD 88     -       274.680  (meters)     901.18   (feet)  ADJUSTED  
 FC0433  ___________________________________________________________________
 FC0433  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0433  DYNAMIC HT  -         274.412 (meters)     900.30  (feet)  COMP
 FC0433  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0433
 FC0433  VERT ORDER  -  FIRST     CLASS I
 FC0433
 FC0433.The horizontal coordinates were scaled from a topographic map and have
 FC0433.an estimated accuracy of +/- 6 seconds.
 FC0433
 FC0433.The orthometric height was determined by differential leveling
 FC0433.and adjusted by the National Geodetic Survey in June 1991..
 FC0433
 FC0433.The geoid height was determined by GEOID03.
 FC0433
 FC0433.The dynamic height is computed by dividing the NAVD 88
 FC0433.geopotential number by the normal gravity value computed on the
 FC0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0433.degrees latitude (g = 980.6199 gals.).
 FC0433
 FC0433.The modeled gravity was interpolated from observed gravity values.
 FC0433
 FC0433;                    North         East    Units  Estimated Accuracy
 FC0433;SPC TN       -   123,090.      723,280.      MT  (+/- 180 meters Scaled)
 FC0433
 FC0433                          SUPERSEDED SURVEY CONTROL
 FC0433
 FC0433  NGVD 29 (??/??/92)  274.727  (m)          901.33   (f) ADJ UNCH    1 1
 FC0433
 FC0433.Superseded values are not recommended for survey control.
 FC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0433.See file dsdata.txt to determine how the superseded data were derived.
 FC0433
 FC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE140238(NAD 83)
 FC0433_MARKER: DB = BENCH MARK DISK
 FC0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0433_STAMPING: R 257 1968
 FC0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0433+STABILITY: SURFACE MOTION
 FC0433
 FC0433  HISTORY     - Date     Condition        Report By
 FC0433  HISTORY     - 1968     MONUMENTED       CGS
 FC0433
 FC0433                          STATION DESCRIPTION
 FC0433
 FC0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0433'2.7 MI SW FROM ATHENS.
 FC0433'ABOUT 2.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0433'STATION AT ATHENS, ALSO ABOUT 4.65 MILES NORTHEAST ALONG U.S.
 FC0433'HIGHWAY 11 FROM THE POST OFFICE AT RICEVILLE, THENCE ABOUT 0.1
 FC0433'MILE SOUTHEAST ALONG A GRAVELED ROAD, ABOUT 0.4 MILE NORTHEAST
 FC0433'OF MILEPOST 189, 64 1/2 FEET WEST OF THE CENTER OF THE CROSSING
 FC0433'OF THE ROAD AND TRACK, 28.8 FEET NORTHWEST OF THE NORTHWEST
 FC0433'RAIL, 38 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5
 FC0433'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 FC0433'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0433'4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0865 ***********************************************************************
 FC0865  DESIGNATION -  R 258
 FC0865  PID         -  FC0865
 FC0865  STATE/COUNTY-  TN/MCMINN
 FC0865  USGS QUAD   -  NIOTA (1990)
 FC0865
 FC0865                         *CURRENT SURVEY CONTROL
 FC0865  ___________________________________________________________________
 FC0865* NAD 83(1986)-  35 31 24.     (N)    084 32 17.     (W)     SCALED    
 FC0865* NAVD 88     -       297.937  (meters)     977.48   (feet)  ADJUSTED  
 FC0865  ___________________________________________________________________
 FC0865  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0865  DYNAMIC HT  -         297.645 (meters)     976.52  (feet)  COMP
 FC0865  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0865
 FC0865  VERT ORDER  -  FIRST     CLASS I
 FC0865
 FC0865.The horizontal coordinates were scaled from a topographic map and have
 FC0865.an estimated accuracy of +/- 6 seconds.
 FC0865
 FC0865.The orthometric height was determined by differential leveling
 FC0865.and adjusted by the National Geodetic Survey in June 1991..
 FC0865
 FC0865.The geoid height was determined by GEOID03.
 FC0865
 FC0865.The dynamic height is computed by dividing the NAVD 88
 FC0865.geopotential number by the normal gravity value computed on the
 FC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0865.degrees latitude (g = 980.6199 gals.).
 FC0865
 FC0865.The modeled gravity was interpolated from observed gravity values.
 FC0865
 FC0865;                    North         East    Units  Estimated Accuracy
 FC0865;SPC TN       -   133,020.      732,590.      MT  (+/- 180 meters Scaled)
 FC0865
 FC0865                          SUPERSEDED SURVEY CONTROL
 FC0865
 FC0865  NGVD 29 (??/??/92)  297.998  (m)          977.68   (f) ADJ UNCH    1 1
 FC0865
 FC0865.Superseded values are not recommended for survey control.
 FC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0865.See file dsdata.txt to determine how the superseded data were derived.
 FC0865
 FC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232338(NAD 83)
 FC0865_MARKER: DB = BENCH MARK DISK
 FC0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0865_STAMPING: R 258 1968
 FC0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0865+STABILITY: SURFACE MOTION
 FC0865
 FC0865  HISTORY     - Date     Condition        Report By
 FC0865  HISTORY     - 1968     MONUMENTED       CGS
 FC0865
 FC0865                          STATION DESCRIPTION
 FC0865
 FC0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0865'0.9 MI NE FROM NIOTA.
 FC0865'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0865'CORNER OF A LARGE CEMETERY AT NIOTA, 200 FEET NORTHEAST OF THE
 FC0865'EAST CORNER OF A 6-FOOT CONCRETE BOX CULVERT OVER A SMALL STREAM,
 FC0865'57 FEET EAST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 FC0865'NORTHWEST TO FOUR LARGE WHITE BARNS AT THE BURNS DAIRY FARM,
 FC0865'29 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET
 FC0865'SOUTHWEST OF A POWER POLE, 1 FOOT NORTHWEST OF A FENCE LINE,
 FC0865'1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 FC0865'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0865'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0063 ***********************************************************************
 FC0063  DESIGNATION -  R 259
 FC0063  PID         -  FC0063
 FC0063  STATE/COUNTY-  TN/LOUDON
 FC0063  USGS QUAD   -  LENOIR CITY (1986)
 FC0063
 FC0063                         *CURRENT SURVEY CONTROL
 FC0063  ___________________________________________________________________
 FC0063* NAD 83(1986)-  35 46 52.     (N)    084 16 48.     (W)     SCALED    
 FC0063* NAVD 88     -       249.112  (meters)     817.29   (feet)  ADJUSTED  
 FC0063  ___________________________________________________________________
 FC0063  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0063  DYNAMIC HT  -         248.874 (meters)     816.51  (feet)  COMP
 FC0063  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0063
 FC0063  VERT ORDER  -  FIRST     CLASS I
 FC0063
 FC0063.The horizontal coordinates were scaled from a topographic map and have
 FC0063.an estimated accuracy of +/- 6 seconds.
 FC0063
 FC0063.The orthometric height was determined by differential leveling
 FC0063.and adjusted by the National Geodetic Survey in June 1991..
 FC0063
 FC0063.The geoid height was determined by GEOID03.
 FC0063
 FC0063.The dynamic height is computed by dividing the NAVD 88
 FC0063.geopotential number by the normal gravity value computed on the
 FC0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0063.degrees latitude (g = 980.6199 gals.).
 FC0063
 FC0063.The modeled gravity was interpolated from observed gravity values.
 FC0063
 FC0063;                    North         East    Units  Estimated Accuracy
 FC0063;SPC TN       -   162,000.      755,490.      MT  (+/- 180 meters Scaled)
 FC0063
 FC0063                          SUPERSEDED SURVEY CONTROL
 FC0063
 FC0063  NGVD 29 (??/??/92)  249.222  (m)          817.66   (f) ADJ UNCH    1 1
 FC0063
 FC0063.Superseded values are not recommended for survey control.
 FC0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0063.See file dsdata.txt to determine how the superseded data were derived.
 FC0063
 FC0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE458630(NAD 83)
 FC0063_MARKER: DB = BENCH MARK DISK
 FC0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0063_SP_SET: PIER
 FC0063_STAMPING: R 259 1968
 FC0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0063+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2005
 FC0063
 FC0063  HISTORY     - Date     Condition        Report By
 FC0063  HISTORY     - 1968     MONUMENTED       CGS
 FC0063  HISTORY     - 20051127 GOOD             USPSQD
 FC0063
 FC0063                          STATION DESCRIPTION
 FC0063
 FC0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0063'1 MI SW FROM LENOIR CITY.
 FC0063'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0063'STATION AT LENOIR CITY, ABOUT 8-3/4 RAILS SOUTHWEST OF MILEPOST
 FC0063'155, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST LEG OF
 FC0063'THE NORTHWEST PIER UNDER A BLACKTOP ROAD OVERPASS OVER THE TRACK,
 FC0063'15 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET ABOVE THE
 FC0063'LEVEL OF THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 FC0063
 FC0063                          STATION RECOVERY (2005)
 FC0063
 FC0063'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0063'180 RAIL TIES SOUTHWEST OF MILEPOST 155
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0112 ***********************************************************************
 FC0112  DESIGNATION -  R 260
 FC0112  PID         -  FC0112
 FC0112  STATE/COUNTY-  TN/KNOX
 FC0112  USGS QUAD   -  BEARDEN (1990)
 FC0112
 FC0112                         *CURRENT SURVEY CONTROL
 FC0112  ___________________________________________________________________
 FC0112* NAD 83(1986)-  35 54 27.     (N)    084 02 37.     (W)     SCALED    
 FC0112* NAVD 88     -       293.607  (meters)     963.28   (feet)  ADJUSTED  
 FC0112  ___________________________________________________________________
 FC0112  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0112  DYNAMIC HT  -         293.333 (meters)     962.38  (feet)  COMP
 FC0112  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 FC0112
 FC0112  VERT ORDER  -  FIRST     CLASS I
 FC0112
 FC0112.The horizontal coordinates were scaled from a topographic map and have
 FC0112.an estimated accuracy of +/- 6 seconds.
 FC0112
 FC0112.The orthometric height was determined by differential leveling
 FC0112.and adjusted by the National Geodetic Survey in June 1991..
 FC0112
 FC0112.The geoid height was determined by GEOID03.
 FC0112
 FC0112.The dynamic height is computed by dividing the NAVD 88
 FC0112.geopotential number by the normal gravity value computed on the
 FC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0112.degrees latitude (g = 980.6199 gals.).
 FC0112
 FC0112.The modeled gravity was interpolated from observed gravity values.
 FC0112
 FC0112;                    North         East    Units  Estimated Accuracy
 FC0112;SPC TN       -   176,420.      776,580.      MT  (+/- 180 meters Scaled)
 FC0112
 FC0112                          SUPERSEDED SURVEY CONTROL
 FC0112
 FC0112  NGVD 29 (??/??/92)  293.740  (m)          963.71   (f) ADJ UNCH    1 1
 FC0112
 FC0112.Superseded values are not recommended for survey control.
 FC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0112.See file dsdata.txt to determine how the superseded data were derived.
 FC0112
 FC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE668777(NAD 83)
 FC0112_MARKER: DB = BENCH MARK DISK
 FC0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0112_SP_SET: 25.5 FEET
 FC0112_STAMPING: R 260 1968
 FC0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0112
 FC0112  HISTORY     - Date     Condition        Report By
 FC0112  HISTORY     - 1968     MONUMENTED       CGS
 FC0112
 FC0112                          STATION DESCRIPTION
 FC0112
 FC0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0112'2.8 MI SW FROM BEARDEN.
 FC0112'ABOUT 2.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0112'RAILWAY OVERPASS OVER LAKE SHORE DRIVE, ABOUT 0.1 MILE NORTHEAST
 FC0112'OF MILEPOST 139, 44 FEET EAST OF THE CENTER OF A BLACKTOP ROAD
 FC0112'CROSSING, 50 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD
 FC0112'PARALLELING THE TRACK AND THE ROAD THAT CROSSES THE TRACK, 26.9
 FC0112'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET NORTHEAST OF THE
 FC0112'CENTER LINE OF THE ROAD THAT CROSSES THE TRACK, 2 FEET SOUTHEAST
 FC0112'OF A TELEGRAPH POLE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST,
 FC0112'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND IS A DISK ON THE
 FC0112'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 FC0112'LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH METAL PIPE WHICH
 FC0112'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 FC0112'DRIVEN TO REFUSAL AT A DEPTH OF 25 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1402 ***********************************************************************
 FE1402  DESIGNATION -  R 261
 FE1402  PID         -  FE1402
 FE1402  STATE/COUNTY-  TN/SHELBY
 FE1402  USGS QUAD   -  MILLINGTON (1997)
 FE1402
 FE1402                         *CURRENT SURVEY CONTROL
 FE1402  ___________________________________________________________________
 FE1402* NAD 83(1986)-  35 18 10.     (N)    089 57 03.     (W)     SCALED    
 FE1402* NAVD 88     -        88.134  (meters)     289.15   (feet)  ADJUSTED  
 FE1402  ___________________________________________________________________
 FE1402  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1402  DYNAMIC HT  -          88.056 (meters)     288.90  (feet)  COMP
 FE1402  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 FE1402
 FE1402  VERT ORDER  -  FIRST     CLASS I
 FE1402
 FE1402.The horizontal coordinates were scaled from a topographic map and have
 FE1402.an estimated accuracy of +/- 6 seconds.
 FE1402
 FE1402.The orthometric height was determined by differential leveling
 FE1402.and adjusted by the National Geodetic Survey in June 1991..
 FE1402
 FE1402.The geoid height was determined by GEOID03.
 FE1402
 FE1402.The dynamic height is computed by dividing the NAVD 88
 FE1402.geopotential number by the normal gravity value computed on the
 FE1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1402.degrees latitude (g = 980.6199 gals.).
 FE1402
 FE1402.The modeled gravity was interpolated from observed gravity values.
 FE1402
 FE1402;                    North         East    Units  Estimated Accuracy
 FE1402;SPC TN       -   114,810.      240,770.      MT  (+/- 180 meters Scaled)
 FE1402
 FE1402                          SUPERSEDED SURVEY CONTROL
 FE1402
 FE1402  NGVD 29 (??/??/??)   88.089  (m)          289.01   (f) ADJUSTED    1 1
 FE1402
 FE1402.Superseded values are not recommended for survey control.
 FE1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1402.See file dsdata.txt to determine how the superseded data were derived.
 FE1402
 FE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE316106(NAD 83)
 FE1402_MARKER: DB = BENCH MARK DISK
 FE1402_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1402+WITH SETTING: INTO GROUND
 FE1402_STAMPING: R 261 1974
 FE1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1402+STABILITY: SURFACE MOTION
 FE1402
 FE1402  HISTORY     - Date     Condition        Report By
 FE1402  HISTORY     - 1974     MONUMENTED       NGS
 FE1402  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FE1402
 FE1402                          STATION DESCRIPTION
 FE1402
 FE1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1402'3.8 MI SW FROM MILLINGTON.
 FE1402'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1402'JUNCTION WITH NAVY ROAD AT MILLINGTON, 0.65 MILE SOUTHWEST OF
 FE1402'MAIN ENTRANCE TO WOODHAVEN GARDENS CEMETERY, SOUTHEAST OF AND
 FE1402'ACROSS 4 LANES OF U.S. HIGHWAY 51 FROM THE CASCADE MOTEL STONE
 FE1402'BUILDINGS, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 FE1402'LANE OF THE HIGHWAY, 3 FEET SOUTHEAST OF POWER POLE 14505, 2.5
 FE1402'FEET NORTHWEST OF BASE OF A GUY WIRE, 0.8 FOOT NORTHEAST OF A
 FE1402'METAL WITNESS POST, 3 FEET ABOVE HIGHWAY AND ON THE TOP OF A
 FE1402'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE1402'BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A
 FE1402'4-INCH PLASTIC PIPE PROJECTING 1-INCH.
 FE1402
 FE1402                          STATION RECOVERY (1992)
 FE1402
 FE1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1402'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1744 ***********************************************************************
 FE1744  DESIGNATION -  R 262
 FE1744  PID         -  FE1744
 FE1744  STATE/COUNTY-  TN/TIPTON
 FE1744  USGS QUAD   -  COVINGTON (1983)
 FE1744
 FE1744                         *CURRENT SURVEY CONTROL
 FE1744  ___________________________________________________________________
 FE1744* NAD 83(1986)-  35 32 24.     (N)    089 40 08.     (W)     SCALED    
 FE1744* NAVD 88     -       114.448  (meters)     375.48   (feet)  ADJUSTED  
 FE1744  ___________________________________________________________________
 FE1744  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1744  DYNAMIC HT  -         114.351 (meters)     375.17  (feet)  COMP
 FE1744  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 FE1744
 FE1744  VERT ORDER  -  FIRST     CLASS I
 FE1744
 FE1744.The horizontal coordinates were scaled from a topographic map and have
 FE1744.an estimated accuracy of +/- 6 seconds.
 FE1744
 FE1744.The orthometric height was determined by differential leveling
 FE1744.and adjusted by the National Geodetic Survey in June 1991..
 FE1744
 FE1744.The geoid height was determined by GEOID03.
 FE1744
 FE1744.The dynamic height is computed by dividing the NAVD 88
 FE1744.geopotential number by the normal gravity value computed on the
 FE1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1744.degrees latitude (g = 980.6199 gals.).
 FE1744
 FE1744.The modeled gravity was interpolated from observed gravity values.
 FE1744
 FE1744;                    North         East    Units  Estimated Accuracy
 FE1744;SPC TN       -   140,110.      267,380.      MT  (+/- 180 meters Scaled)
 FE1744
 FE1744                          SUPERSEDED SURVEY CONTROL
 FE1744
 FE1744  NGVD 29 (??/??/??)  114.418  (m)          375.39   (f) ADJUSTED    1 1
 FE1744
 FE1744.Superseded values are not recommended for survey control.
 FE1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1744.See file dsdata.txt to determine how the superseded data were derived.
 FE1744
 FE1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE580362(NAD 83)
 FE1744_MARKER: DB = BENCH MARK DISK
 FE1744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1744_SP_SET: 24 FEET
 FE1744_STAMPING: R 262 1974
 FE1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1744+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1744
 FE1744  HISTORY     - Date     Condition        Report By
 FE1744  HISTORY     - 1974     MONUMENTED       NGS
 FE1744  HISTORY     - 20020808 GOOD             USACE
 FE1744
 FE1744                          STATION DESCRIPTION
 FE1744
 FE1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1744'2 MI SW FROM COVINGTON.
 FE1744'ABOUT 2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1744'OF STATE HIGHWAYS 54 AND 59 LEADING EAST IN COVINGTON, 170 FEET
 FE1744'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF U.S. HIGHWAY
 FE1744'51, 236 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE SOUTHWEST
 FE1744'TENNESSEE ELECTRIC MEMBERSHIP CORPORATION BUILDING, 41.5 FEET
 FE1744'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT DRIVE, A CHAIN LINK
 FE1744'GATE AND ENTRANCE TO MAINTENANCE YARD, 22.7 FEET NORTHEAST OF THE
 FE1744'WEST PIPE CORNER POST IN CHAIN LINK FENCE, 22 FEET SOUTHEAST OF
 FE1744'THE CENTER OF A 10-INCH OAK TREE, 0.8 FOOT NORTHWEST OF CHAIN
 FE1744'LINK FENCE, 3 FEET ABOVE HIGHWAY AND ON TOP OF A COPPER COATED
 FE1744'STEEL ROD, 3-INCHES BELOW THE LAWN AND PROTECTED IN A 4-INCH
 FE1744'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 FE1744'A DEPTH OF 24 FEET.
 FE1744
 FE1744                          STATION RECOVERY (2002)
 FE1744
 FE1744'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1118 ***********************************************************************
 GD1118  DESIGNATION -  R 264
 GD1118  PID         -  GD1118
 GD1118  STATE/COUNTY-  TN/DYER
 GD1118  USGS QUAD   -  DYERSBURG (1983)
 GD1118
 GD1118                         *CURRENT SURVEY CONTROL
 GD1118  ___________________________________________________________________
 GD1118* NAD 83(1995)-  36 00 02.50544(N)    089 23 48.05619(W)     ADJUSTED  
 GD1118* NAVD 88     -        84.457  (meters)     277.09   (feet)  ADJUSTED  
 GD1118  ___________________________________________________________________
 GD1118  X           -      54,396.348 (meters)                     COMP
 GD1118  Y           -  -5,165,712.546 (meters)                     COMP
 GD1118  Z           -   3,728,287.249 (meters)                     COMP
 GD1118  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD1118  ELLIP HEIGHT-          56.31  (meters)          (02/20/01) GPS OBS
 GD1118  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1118  DYNAMIC HT  -          84.386 (meters)     276.86  (feet)  COMP
 GD1118  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GD1118
 GD1118  HORZ ORDER  -  FIRST
 GD1118  VERT ORDER  -  FIRST     CLASS I
 GD1118  ELLP ORDER  -  SECOND    CLASS I
 GD1118
 GD1118.The horizontal coordinates were established by GPS observations
 GD1118.and adjusted by the National Geodetic Survey in February 2001..
 GD1118
 GD1118.The orthometric height was determined by differential leveling
 GD1118.and adjusted by the National Geodetic Survey in June 1991..
 GD1118
 GD1118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1118
 GD1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1118
 GD1118.The ellipsoidal height was determined by GPS observations
 GD1118.and is referenced to NAD 83.
 GD1118
 GD1118.The geoid height was determined by GEOID03.
 GD1118
 GD1118.The dynamic height is computed by dividing the NAVD 88
 GD1118.geopotential number by the normal gravity value computed on the
 GD1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1118.degrees latitude (g = 980.6199 gals.).
 GD1118
 GD1118.The modeled gravity was interpolated from observed gravity values.
 GD1118
 GD1118;                    North         East     Units Scale Factor Converg.
 GD1118;SPC TN       -   190,306.436   293,821.280   MT  0.99995261   -1 59 18.8
 GD1118;SPC TN       -   624,363.70    963,978.65   sFT  0.99995261   -1 59 18.8
 GD1118;UTM  16      - 3,986,682.301   283,974.987   MT  1.00017506   -1 24 33.5
 GD1118
 GD1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1118!SPC TN       -   0.99999116  x   0.99995261  =   0.99994377
 GD1118!UTM  16      -   0.99999116  x   1.00017506  =   1.00016622
 GD1118
 GD1118                          SUPERSEDED SURVEY CONTROL
 GD1118
 GD1118  NAVD 88 (02/20/01)   84.46   (m)          277.1    (f) LEVELING    3  
 GD1118  NGVD 29 (??/??/??)   84.391  (m)          276.87   (f) ADJUSTED    1 1
 GD1118
 GD1118.Superseded values are not recommended for survey control.
 GD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1118.See file dsdata.txt to determine how the superseded data were derived.
 GD1118
 GD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8397586682(NAD 83)
 GD1118_MARKER: DB = BENCH MARK DISK
 GD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1118_STAMPING: R 264 1974
 GD1118_MARK LOGO: NONE  
 GD1118_PROJECTION: FLUSH
 GD1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1118+STABILITY: SURFACE MOTION
 GD1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1118+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 GD1118
 GD1118  HISTORY     - Date     Condition        Report By
 GD1118  HISTORY     - 1974     MONUMENTED       NGS
 GD1118  HISTORY     - 1999     GOOD             LOWE
 GD1118  HISTORY     - 20020419 GOOD             USACE
 GD1118
 GD1118                          STATION DESCRIPTION
 GD1118
 GD1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1118'2.2 MI S FROM DYERSBURG.
 GD1118'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURT HOUSE
 GD1118'AT DYERSBURG, ALSO 2.25 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE
 GD1118'FOWLKES BAPTIST CHURCH, ABOUT 0.30 MILE SOUTH ALONG U.S. HIGHWAY
 GD1118'51 FROM THE JUNCTION OF U.S. HIGHWAY 51 AND BYPASS U.S. HIGHWAY
 GD1118'51, ABOUT 0.05 MILE SOUTH OF A ROAD LEADING WEST TO THE DYERSBURG
 GD1118'MUNICIPAL AIRPORT, SET BETWEEN TWO LARGE POWER POLES WITH THREE
 GD1118'TRANSFORMERS BETWEEN THEM, 63.8 FEET EAST OF THE CENTER LINE OF THE
 GD1118'HIGHWAY, 7 FEET SOUTH OF THE MOST NORTHERLY ONE OF TWO POWER
 GD1118'POLES 36, 6.6 FEET NORTH OF THE MOST SOUTHERLY ONE OF TWO POWER
 GD1118'POLES 36 1/2, 3 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP
 GD1118'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO AND ON
 GD1118'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 GD1118'A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND AND
 GD1118'PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT.
 GD1118
 GD1118                          STATION RECOVERY (1999)
 GD1118
 GD1118'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1118'RECOVERED 1999
 GD1118'RECOVERED IN GOOD CONDITION.
 GD1118' 
 GD1118'
 GD1118
 GD1118                          STATION RECOVERY (2002)
 GD1118
 GD1118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1162 ***********************************************************************
 GD1162  DESIGNATION -  R 265
 GD1162  PID         -  GD1162
 GD1162  STATE/COUNTY-  TN/LAKE
 GD1162  USGS QUAD   -  TIPTONVILLE (1981)
 GD1162
 GD1162                         *CURRENT SURVEY CONTROL
 GD1162  ___________________________________________________________________
 GD1162* NAD 83(1986)-  36 23 31.     (N)    089 27 42.     (W)     SCALED    
 GD1162* NAVD 88     -        91.015  (meters)     298.61   (feet)  ADJUSTED  
 GD1162  ___________________________________________________________________
 GD1162  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1162  DYNAMIC HT  -          90.942 (meters)     298.37  (feet)  COMP
 GD1162  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GD1162
 GD1162  VERT ORDER  -  FIRST     CLASS I
 GD1162
 GD1162.The horizontal coordinates were scaled from a topographic map and have
 GD1162.an estimated accuracy of +/- 6 seconds.
 GD1162
 GD1162.The orthometric height was determined by differential leveling
 GD1162.and adjusted by the National Geodetic Survey in June 1991..
 GD1162
 GD1162.The geoid height was determined by GEOID03.
 GD1162
 GD1162.The dynamic height is computed by dividing the NAVD 88
 GD1162.geopotential number by the normal gravity value computed on the
 GD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1162.degrees latitude (g = 980.6199 gals.).
 GD1162
 GD1162.The modeled gravity was interpolated from observed gravity values.
 GD1162
 GD1162;                    North         East    Units  Estimated Accuracy
 GD1162;SPC TN       -   233,900.      289,500.      MT  (+/- 180 meters Scaled)
 GD1162
 GD1162                          SUPERSEDED SURVEY CONTROL
 GD1162
 GD1162  NGVD 29 (??/??/??)   90.943  (m)          298.37   (f) ADJUSTED    1 1
 GD1162
 GD1162.Superseded values are not recommended for survey control.
 GD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1162.See file dsdata.txt to determine how the superseded data were derived.
 GD1162
 GD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF792302(NAD 83)
 GD1162_MARKER: DB = BENCH MARK DISK
 GD1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD1162_SP_SET: CULVERT
 GD1162_STAMPING: R 265 1974
 GD1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1162+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD1162
 GD1162  HISTORY     - Date     Condition        Report By
 GD1162  HISTORY     - 1974     MONUMENTED       NGS
 GD1162  HISTORY     - 20020801 GOOD             USACE
 GD1162
 GD1162                          STATION DESCRIPTION
 GD1162
 GD1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1162'1 MI NE FROM TIPTONVILLE.
 GD1162'ABOUT 1 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1162'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, ABOUT 0.15 MILE
 GD1162'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 78 AND A BLACKTOP ROAD
 GD1162'LEADING EAST AND WEST, SET HORIZONTALLY IN THE TOP AND CENTER OF THE
 GD1162'SOUTHEAST HEADWALL OF THE SOUTHEAST 6-FOOT CONCRETE BOX CULVERT UNDER
 GD1162'STATE HIGHWAY 78, 15.9 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 GD1162'HIGHWAY 78, 92.7 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A POWER
 GD1162'POLE, 4 FEET NORTHEAST OF THE SOUTHWEST END OF THE CULVERT AND 0.5
 GD1162'FOOT ABOVE HIGHWAY.
 GD1162
 GD1162                          STATION RECOVERY (2002)
 GD1162
 GD1162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1544 ***********************************************************************
 GC1544  DESIGNATION -  R 27 RESET
 GC1544  PID         -  GC1544
 GC1544  STATE/COUNTY-  TN/HUMPHREYS
 GC1544  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1544
 GC1544                         *CURRENT SURVEY CONTROL
 GC1544  ___________________________________________________________________
 GC1544* NAD 83(1986)-  36 06 37.     (N)    087 36 06.     (W)     SCALED    
 GC1544* NAVD 88     -       231.565  (meters)     759.73   (feet)  ADJUSTED  
 GC1544  ___________________________________________________________________
 GC1544  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1544  DYNAMIC HT  -         231.363 (meters)     759.06  (feet)  COMP
 GC1544  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 GC1544
 GC1544  VERT ORDER  -  FIRST     CLASS II
 GC1544
 GC1544.The horizontal coordinates were scaled from a topographic map and have
 GC1544.an estimated accuracy of +/- 6 seconds.
 GC1544
 GC1544.The orthometric height was determined by differential leveling
 GC1544.and adjusted by the National Geodetic Survey in June 1991..
 GC1544
 GC1544.The geoid height was determined by GEOID03.
 GC1544
 GC1544.The dynamic height is computed by dividing the NAVD 88
 GC1544.geopotential number by the normal gravity value computed on the
 GC1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1544.degrees latitude (g = 980.6199 gals.).
 GC1544
 GC1544.The modeled gravity was interpolated from observed gravity values.
 GC1544
 GC1544;                    North         East    Units  Estimated Accuracy
 GC1544;SPC TN       -   198,330.      455,800.      MT  (+/- 180 meters Scaled)
 GC1544
 GC1544                          SUPERSEDED SURVEY CONTROL
 GC1544
 GC1544  NGVD 29 (??/??/92)  231.568  (m)          759.74   (f) ADJ UNCH    1 2
 GC1544
 GC1544.Superseded values are not recommended for survey control.
 GC1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1544.See file dsdata.txt to determine how the superseded data were derived.
 GC1544
 GC1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE458963(NAD 83)
 GC1544_MARKER: DB = BENCH MARK DISK
 GC1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1544_STAMPING: R 27 RESET 1948
 GC1544_MARK LOGO: CGS   
 GC1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1544+STABILITY: SURFACE MOTION
 GC1544
 GC1544  HISTORY     - Date     Condition        Report By
 GC1544  HISTORY     - 1948     MONUMENTED       CGS
 GC1544  HISTORY     - 1972     GOOD             TVA
 GC1544
 GC1544                          STATION DESCRIPTION
 GC1544
 GC1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1544'1.9 MI E FROM MC EWEN.
 GC1544'1.9 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1544'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 7 RAILS EAST OF MILE
 GC1544'POST 55, 10 1/2 RAILS EAST OF SIGNAL NO. 55+2, 38 FEET SOUTH OF
 GC1544'THE SOUTH RAIL OF THE TRACK, 2 FEET NORTH OF A FENCE LINE,
 GC1544'BETWEEN 2 CUTS, 74 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACKS FROM
 GC1544'POLE 54+33 AND MARKED 2245, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 GC1544'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1544'PROJECTING 6 INCHES.  NOTE-- 75.0 FT SSE AND ACROSS THE TRACKS
 GC1544'FROM POLE 54+33 AND MARKED 2245.
 GC1544
 GC1544                          STATION RECOVERY (1972)
 GC1544
 GC1544'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0468 ***********************************************************************
 GC0468  DESIGNATION -  R 28
 GC0468  PID         -  GC0468
 GC0468  STATE/COUNTY-  TN/DAVIDSON
 GC0468  USGS QUAD   -  BELLEVUE (1983)
 GC0468
 GC0468                         *CURRENT SURVEY CONTROL
 GC0468  ___________________________________________________________________
 GC0468* NAD 83(1986)-  36 04 03.     (N)    086 53 58.     (W)     SCALED    
 GC0468* NAVD 88     -       207.494  (meters)     680.75   (feet)  ADJUSTED  
 GC0468  ___________________________________________________________________
 GC0468  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0468  DYNAMIC HT  -         207.314 (meters)     680.16  (feet)  COMP
 GC0468  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GC0468
 GC0468  VERT ORDER  -  FIRST     CLASS II
 GC0468
 GC0468.The horizontal coordinates were scaled from a topographic map and have
 GC0468.an estimated accuracy of +/- 6 seconds.
 GC0468
 GC0468.The orthometric height was determined by differential leveling
 GC0468.and adjusted by the National Geodetic Survey in June 1991..
 GC0468
 GC0468.The geoid height was determined by GEOID03.
 GC0468
 GC0468.The dynamic height is computed by dividing the NAVD 88
 GC0468.geopotential number by the normal gravity value computed on the
 GC0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0468.degrees latitude (g = 980.6199 gals.).
 GC0468
 GC0468.The modeled gravity was interpolated from observed gravity values.
 GC0468
 GC0468;                    North         East    Units  Estimated Accuracy
 GC0468;SPC TN       -   192,780.      518,980.      MT  (+/- 180 meters Scaled)
 GC0468
 GC0468                          SUPERSEDED SURVEY CONTROL
 GC0468
 GC0468  NGVD 29 (??/??/92)  207.507  (m)          680.80   (f) ADJ UNCH    1 2
 GC0468
 GC0468.Superseded values are not recommended for survey control.
 GC0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0468.See file dsdata.txt to determine how the superseded data were derived.
 GC0468
 GC0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE090914(NAD 83)
 GC0468_MARKER: DB = BENCH MARK DISK
 GC0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0468_STAMPING: 681.117 R 28 1934
 GC0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0468+STABILITY: SURFACE MOTION
 GC0468
 GC0468  HISTORY     - Date     Condition        Report By
 GC0468  HISTORY     - 1934     MONUMENTED       CGS
 GC0468  HISTORY     - 1948     GOOD             NGS
 GC0468
 GC0468                          STATION DESCRIPTION
 GC0468
 GC0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0468'2.5 MI E FROM BELLEVUE.
 GC0468'2.5 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0468'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, ABOUT 0.15 MILE
 GC0468'NORTHEAST OF MILE POST 10, IN THE NORTH ANGLE OF A PRIVATE ROAD
 GC0468'CROSSING LEADING NORTHWEST FROM STATE HIGHWAY 100 TO A 1 1/2 STORY
 GC0468'WHITE FRAME HOUSE, 23.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GC0468'12.5 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 30
 GC0468'FEET SOUTHWEST OF POLE 9+32, 184 FEET EAST AND ACROSS THE PRIVATE
 GC0468'ROAD FROM THE EAST CORNER OF THE HOUSE, 1 1/2 FEET NORTHEAST OF A
 GC0468'WHITE WOODEN WITNESS POST ABOUT 1 FOOT ABOVE THE TRACK AND SET IN
 GC0468'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0694 ***********************************************************************
 FD0694  DESIGNATION -  R 29
 FD0694  PID         -  FD0694
 FD0694  STATE/COUNTY-  TN/HICKMAN
 FD0694  USGS QUAD   -  CENTERVILLE (1987)
 FD0694
 FD0694                         *CURRENT SURVEY CONTROL
 FD0694  ___________________________________________________________________
 FD0694* NAD 83(1986)-  35 45 42.     (N)    087 23 13.     (W)     SCALED    
 FD0694* NAVD 88     -       217.938  (meters)     715.02   (feet)  ADJUSTED  
 FD0694  ___________________________________________________________________
 FD0694  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD0694  DYNAMIC HT  -         217.745 (meters)     714.39  (feet)  COMP
 FD0694  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FD0694
 FD0694  VERT ORDER  -  SECOND    CLASS 0
 FD0694
 FD0694.The horizontal coordinates were scaled from a topographic map and have
 FD0694.an estimated accuracy of +/- 6 seconds.
 FD0694
 FD0694.The orthometric height was determined by differential leveling
 FD0694.and adjusted by the National Geodetic Survey in June 1991..
 FD0694
 FD0694.The geoid height was determined by GEOID03.
 FD0694
 FD0694.The dynamic height is computed by dividing the NAVD 88
 FD0694.geopotential number by the normal gravity value computed on the
 FD0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0694.degrees latitude (g = 980.6199 gals.).
 FD0694
 FD0694.The modeled gravity was interpolated from observed gravity values.
 FD0694
 FD0694;                    North         East    Units  Estimated Accuracy
 FD0694;SPC TN       -   159,360.      474,580.      MT  (+/- 180 meters Scaled)
 FD0694
 FD0694                          SUPERSEDED SURVEY CONTROL
 FD0694
 FD0694  NGVD 29 (??/??/92)  217.924  (m)          714.97   (f) ADJ UNCH    2 0
 FD0694
 FD0694.Superseded values are not recommended for survey control.
 FD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0694.See file dsdata.txt to determine how the superseded data were derived.
 FD0694
 FD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650575(NAD 83)
 FD0694_MARKER: DB = BENCH MARK DISK
 FD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0694_STAMPING: R 29 1934
 FD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0694+STABILITY: SURFACE MOTION
 FD0694
 FD0694  HISTORY     - Date     Condition        Report By
 FD0694  HISTORY     - 1934     MONUMENTED       CGS
 FD0694  HISTORY     - 1952     GOOD             NGS
 FD0694
 FD0694                          STATION DESCRIPTION
 FD0694
 FD0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FD0694'5.6 MI E FROM CENTERVILLE.
 FD0694'5.6 MILES EAST ALONG STATE HIGHWAY 50 FROM CENTERVILLE, 189
 FD0694'FEET EAST OF THE INTERSECTION OF THE PRIMM SPRINGS ROAD, 100
 FD0694'FEET EAST OF A HOUSE AT A U BEND IN THE HIGHWAY, 20 FEET SOUTH
 FD0694'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET EAST OF A FENCE
 FD0694'CORNER FORMED BY A 12-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FD0694'R 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2395 ***********************************************************************
 FB2395  DESIGNATION -  R 292
 FB2395  PID         -  FB2395
 FB2395  STATE/COUNTY-  TN/BLOUNT
 FB2395  USGS QUAD   -  MARYVILLE (1979)
 FB2395
 FB2395                         *CURRENT SURVEY CONTROL
 FB2395  ___________________________________________________________________
 FB2395* NAD 83(1986)-  35 47 08.     (N)    083 56 51.     (W)     SCALED    
 FB2395* NAVD 88     -       267.560  (meters)     877.82   (feet)  ADJUSTED  
 FB2395  ___________________________________________________________________
 FB2395  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB2395  DYNAMIC HT  -         267.308 (meters)     876.99  (feet)  COMP
 FB2395  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FB2395
 FB2395  VERT ORDER  -  FIRST     CLASS II
 FB2395
 FB2395.The horizontal coordinates were scaled from a topographic map and have
 FB2395.an estimated accuracy of +/- 6 seconds.
 FB2395
 FB2395.The orthometric height was determined by differential leveling
 FB2395.and adjusted by the National Geodetic Survey in June 1991..
 FB2395
 FB2395.The geoid height was determined by GEOID03.
 FB2395
 FB2395.The dynamic height is computed by dividing the NAVD 88
 FB2395.geopotential number by the normal gravity value computed on the
 FB2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2395.degrees latitude (g = 980.6199 gals.).
 FB2395
 FB2395.The modeled gravity was interpolated from observed gravity values.
 FB2395
 FB2395;                    North         East    Units  Estimated Accuracy
 FB2395;SPC TN       -   163,070.      785,540.      MT  (+/- 180 meters Scaled)
 FB2395
 FB2395                          SUPERSEDED SURVEY CONTROL
 FB2395
 FB2395  NGVD 29 (12/12/91)  267.686  (m)          878.23   (f) ADJUSTED    1 2
 FB2395
 FB2395.Superseded values are not recommended for survey control.
 FB2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2395.See file dsdata.txt to determine how the superseded data were derived.
 FB2395
 FB2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV335641(NAD 83)
 FB2395_MARKER: I = METAL ROD
 FB2395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2395_SP_SET: STAINLESS STEEL ROD
 FB2395_STAMPING: R 292 1983
 FB2395_MARK LOGO: NGS   
 FB2395_PROJECTION: FLUSH
 FB2395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2395_ROD/PIPE-DEPTH: 9.6  meters
 FB2395
 FB2395  HISTORY     - Date     Condition        Report By
 FB2395  HISTORY     - 1983     MONUMENTED       NGS
 FB2395
 FB2395                          STATION DESCRIPTION
 FB2395
 FB2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2395'3.4 KM (2.1 MI) NNE FROM MARYVILLE.
 FB2395'3.4 KM (2.1 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2395'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE MARK ON THE LEFT
 FB2395'ON THE PROPERTY OF THE BROADWAY BAPTIST CHURCH, 16.46 METERS (54.0 FT)
 FB2395'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36.72 METERS (119.0 FT)
 FB2395'SOUTH-SOUTHWEST OF THE CENTER OF CHURCH STREET, 16.46 METERS (54.0 FT)
 FB2395'NORTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 0.37 METER (1.2 FT)
 FB2395'NORTHWEST OF THE SOUTHEAST LEG OF A SIGN (BROADWAY BAPTIST CHURCH).
 FB2395'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1516 ***********************************************************************
 EE1516  DESIGNATION -  R 293
 EE1516  PID         -  EE1516
 EE1516  STATE/COUNTY-  TN/HAMILTON
 EE1516  USGS QUAD   -  HOOKER (1982)
 EE1516
 EE1516                         *CURRENT SURVEY CONTROL
 EE1516  ___________________________________________________________________
 EE1516* NAD 83(1986)-  34 59 11.     (N)    085 28 06.     (W)     SCALED    
 EE1516* NAVD 88     -       301.827  (meters)     990.24   (feet)  ADJUSTED  
 EE1516  ___________________________________________________________________
 EE1516  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 EE1516  DYNAMIC HT  -         301.532 (meters)     989.28  (feet)  COMP
 EE1516  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 EE1516
 EE1516  VERT ORDER  -  FIRST     CLASS II
 EE1516
 EE1516.The horizontal coordinates were scaled from a topographic map and have
 EE1516.an estimated accuracy of +/- 6 seconds.
 EE1516
 EE1516.The orthometric height was determined by differential leveling
 EE1516.and adjusted by the National Geodetic Survey in June 1991..
 EE1516
 EE1516.The geoid height was determined by GEOID03.
 EE1516
 EE1516.The dynamic height is computed by dividing the NAVD 88
 EE1516.geopotential number by the normal gravity value computed on the
 EE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1516.degrees latitude (g = 980.6199 gals.).
 EE1516
 EE1516.The modeled gravity was interpolated from observed gravity values.
 EE1516
 EE1516;                    North         East    Units  Estimated Accuracy
 EE1516;SPC TN       -    72,590.      648,550.      MT  (+/- 180 meters Scaled)
 EE1516
 EE1516                          SUPERSEDED SURVEY CONTROL
 EE1516
 EE1516.No superseded survey control is available for this station.
 EE1516
 EE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD397726(NAD 83)
 EE1516_MARKER: DB = BENCH MARK DISK
 EE1516_SETTING: 66 = SET IN ROCK OUTCROP
 EE1516_SP_SET: ROCK OUTCROP
 EE1516_STAMPING: R 293 1983
 EE1516_MARK LOGO: NGS   
 EE1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1516+STABILITY: POSITION/ELEVATION WELL
 EE1516
 EE1516  HISTORY     - Date     Condition        Report By
 EE1516  HISTORY     - 1983     MONUMENTED       NGS
 EE1516
 EE1516                          STATION DESCRIPTION
 EE1516
 EE1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1516'2.9 KM (1.8 MI) EAST FROM WHITESIDE.
 EE1516'2.9 KM (1.8 MI) EASTERLY ALONG STATE HIGHWAY 134 FROM THE POST OFFICE
 EE1516'IN WHITESIDE, SET AT A POINT JUST SOUTHEAST OF THE MARION-HAMILTON
 EE1516'COUNTY LINE, ALSO 3.7 KM (2.3 MI) WESTERLY ALONG GEORGIA HIGHWAY 299
 EE1516'AND TENNESSEE HIGHWAY 134 FROM THE CHURCH OF CHRIST CHURCH IN HOOKER,
 EE1516'GEORGIA, ABOUT 45.7 METERS (150.0 FT) WEST-NORTHWEST OF RAILROAD MILE
 EE1516'MARKER 139, 12.74 METERS (41.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 EE1516'HIGHWAY, 32.89 METERS (107.9 FT) NORTH-NORTHWEST OF TELEPHONE CABLE
 EE1516'POLE NUMBER 4217, 17.77 METERS (58.3 FT) SOUTHWEST OF THE
 EE1516'SOUTHWESTERNMOST RAIL OF THE RAILROAD TRACKS, AND 7.28 METERS
 EE1516'(23.9 FT) SOUTHEAST OF TELEPHONE CABLE POLE NUMBER 4216.
 EE1516'THE MARK IS 5.4 METERS  NNE FROM A WITNESS POST.
 EE1516'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1655 ***********************************************************************
 FC1655  CBN         -  This is a Cooperative Base Network Control Station.
 FC1655  DESIGNATION -  R 294
 FC1655  PID         -  FC1655
 FC1655  STATE/COUNTY-  TN/BRADLEY
 FC1655  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1655
 FC1655                         *CURRENT SURVEY CONTROL
 FC1655  ___________________________________________________________________
 FC1655* NAD 83(1995)-  35 09 29.46496(N)    084 53 06.37340(W)     ADJUSTED  
 FC1655* NAVD 88     -       253.182  (meters)     830.65   (feet)  ADJUSTED  
 FC1655  ___________________________________________________________________
 FC1655  X           -     465,426.657 (meters)                     COMP
 FC1655  Y           -  -5,199,734.975 (meters)                     COMP
 FC1655  Z           -   3,652,357.030 (meters)                     COMP
 FC1655  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FC1655  ELLIP HEIGHT-         223.09  (meters)          (08/03/04) GPS OBS
 FC1655  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1655  DYNAMIC HT  -         252.932 (meters)     829.83  (feet)  COMP
 FC1655  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FC1655
 FC1655  HORZ ORDER  -  A
 FC1655  VERT ORDER  -  FIRST     CLASS II
 FC1655  ELLP ORDER  -  FOURTH    CLASS I
 FC1655
 FC1655.The horizontal coordinates were established by GPS observations
 FC1655.and adjusted by the National Geodetic Survey in August 2004..
 FC1655
 FC1655.The orthometric height was determined by differential leveling
 FC1655.and adjusted by the National Geodetic Survey in June 1991..
 FC1655
 FC1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1655
 FC1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1655
 FC1655.The ellipsoidal height was determined by GPS observations
 FC1655.and is referenced to NAD 83.
 FC1655
 FC1655.The geoid height was determined by GEOID03.
 FC1655
 FC1655.The dynamic height is computed by dividing the NAVD 88
 FC1655.geopotential number by the normal gravity value computed on the
 FC1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1655.degrees latitude (g = 980.6199 gals.).
 FC1655
 FC1655.The modeled gravity was interpolated from observed gravity values.
 FC1655
 FC1655;                    North         East     Units Scale Factor Converg.
 FC1655;SPC TN       -    92,096.672   701,580.164   MT  1.00001747   +0 39 09.7
 FC1655;SPC TN       -   302,153.83  2,301,767.59   sFT  1.00001747   +0 39 09.7
 FC1655;UTM  16      - 3,892,633.125   692,630.509   MT  1.00005733   +1 13 05.5
 FC1655
 FC1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1655!SPC TN       -   0.99996498  x   1.00001747  =   0.99998245
 FC1655!UTM  16      -   0.99996498  x   1.00005733  =   1.00002231
 FC1655
 FC1655                          SUPERSEDED SURVEY CONTROL
 FC1655
 FC1655  NAVD 88 (08/03/04)  253.18   (m)          830.6    (f) LEVELING    3  
 FC1655
 FC1655.Superseded values are not recommended for survey control.
 FC1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1655.See file dsdata.txt to determine how the superseded data were derived.
 FC1655
 FC1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9263192633(NAD 83)
 FC1655_MARKER: I = METAL ROD
 FC1655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1655_SP_SET: STAINLESS STEEL ROD
 FC1655_STAMPING: R 294 1983
 FC1655_MARK LOGO: NGS   
 FC1655_PROJECTION: FLUSH
 FC1655_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1655+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1655_ROD/PIPE-DEPTH: 4.30 meters
 FC1655
 FC1655  HISTORY     - Date     Condition        Report By
 FC1655  HISTORY     - 1983     MONUMENTED       NGS
 FC1655  HISTORY     - 20031010 GOOD             NGS
 FC1655
 FC1655                          STATION DESCRIPTION
 FC1655
 FC1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1655'1.0 KM (0.6 MI) NE FROM CLEVELAND.
 FC1655'1.0 KM (0.6 MI) NORTHEAST ALONG U.S. HIGHWAY 11 AND 64 FROM THE UNITED
 FC1655'CHRISTIAN CHURCH IN CLEVELAND, SET IN THE NORTHEAST ANGLE OF THE
 FC1655'Y-ROAD JUNCTION OF U.S. HIGHWAY 11 BY-PASS AND 3RD STREET, ALSO
 FC1655'0.2 KM (0.1 MI) SOUTH ALONG NORTHWEST BROAD STREET FROM THE POST
 FC1655'OFFICE IN CLEVELAND (BEHIND BRADLEY COUNTY COURTHOUSE), THENCE 0.6 KM
 FC1655'(0.4 MI) NORTHWEST ALONG U.S. HIGHWAY 64 (INMAN STREET), THENCE 0.5 KM
 FC1655'(0.3 MI) SOUTH ALONG U.S. HIGHWAY 64 AND 11 BY-PASS, 29.87 METERS
 FC1655'(98.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 11 BY-PASS
 FC1655'NORTHBOUND, 18.30 METERS (60.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 FC1655'OF 3RD STREET, 14.50 METERS (47.6 FT) NORTHEAST OF A TRAFFIC LIGHT
 FC1655'SUPPORT POLE, 10.18 METERS (33.4 FT) NORTHWEST OF THE NORTHWEST EDGE
 FC1655'OF THE WEST END OF A CONCRETE GUARDRAIL ON THE NORTH SIDE OF A SMALL
 FC1655'BRIDGE, AND 1.03 METERS (3.4 FT) SOUTH OF A HIGH TENSION POWERLINE
 FC1655'POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1655'THE MARK IS 3.4 METERS  W FROM A WITNESS POST.
 FC1655'THE MARK IS 0.6 M BELOW STREET.
 FC1655
 FC1655                          STATION RECOVERY (2003)
 FC1655
 FC1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 FC1655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2386 ***********************************************************************
 FB2386  DESIGNATION -  R 295
 FB2386  PID         -  FB2386
 FB2386  STATE/COUNTY-  TN/BLOUNT
 FB2386  USGS QUAD   -  CALDERWOOD (1964)
 FB2386
 FB2386                         *CURRENT SURVEY CONTROL
 FB2386  ___________________________________________________________________
 FB2386* NAD 83(1986)-  35 30 45.     (N)    083 59 19.     (W)     SCALED    
 FB2386* NAVD 88     -       349.307  (meters)    1146.02   (feet)  ADJUSTED  
 FB2386  ___________________________________________________________________
 FB2386  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FB2386  DYNAMIC HT  -         348.967 (meters)    1144.90  (feet)  COMP
 FB2386  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 FB2386
 FB2386  VERT ORDER  -  FIRST     CLASS II
 FB2386
 FB2386.The horizontal coordinates were scaled from a topographic map and have
 FB2386.an estimated accuracy of +/- 6 seconds.
 FB2386
 FB2386.The orthometric height was determined by differential leveling
 FB2386.and adjusted by the National Geodetic Survey in June 1991..
 FB2386
 FB2386.The geoid height was determined by GEOID03.
 FB2386
 FB2386.The dynamic height is computed by dividing the NAVD 88
 FB2386.geopotential number by the normal gravity value computed on the
 FB2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2386.degrees latitude (g = 980.6199 gals.).
 FB2386
 FB2386.The modeled gravity was interpolated from observed gravity values.
 FB2386
 FB2386;                    North         East    Units  Estimated Accuracy
 FB2386;SPC TN       -   132,700.      782,440.      MT  (+/- 180 meters Scaled)
 FB2386
 FB2386                          SUPERSEDED SURVEY CONTROL
 FB2386
 FB2386  NGVD 29 (12/12/91)  349.416  (m)         1146.38   (f) ADJUSTED    1 2
 FB2386
 FB2386.Superseded values are not recommended for survey control.
 FB2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2386.See file dsdata.txt to determine how the superseded data were derived.
 FB2386
 FB2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV289339(NAD 83)
 FB2386_MARKER: I = METAL ROD
 FB2386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2386_SP_SET: STAINLESS STEEL ROD
 FB2386_STAMPING: R 295 1983
 FB2386_MARK LOGO: NGS   
 FB2386_PROJECTION: FLUSH
 FB2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2386_ROD/PIPE-DEPTH: 9.6  meters
 FB2386
 FB2386  HISTORY     - Date     Condition        Report By
 FB2386  HISTORY     - 1983     MONUMENTED       NGS
 FB2386
 FB2386                          STATION DESCRIPTION
 FB2386
 FB2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2386'12.8 KM (7.95 MI) EAST FROM TALLASSEE.
 FB2386'12.8 KM (7.95 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2386'TALLASSEE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF A PAVED ROAD
 FB2386'LEADING TO CALDERWOOD, 20.73 METERS (68.0 FT) SOUTHWEST OF THE
 FB2386'CENTERLINE OF THE HIGHWAY, 10.97 METERS (36.0 FT) SOUTHEAST OF THE
 FB2386'CENTER OF THE PAVED ROAD, 0.52 METER (1.7 FT) NORTH-NORTHEAST OF THE
 FB2386'CENTER ALUMINUM LEG OF SIGN (CALDERWOOD HYDROELECTRIC DEVELOPMENT).
 FB2386'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 FB2386'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2128 ***********************************************************************
 FE2128  DESIGNATION -  R 297
 FE2128  PID         -  FE2128
 FE2128  STATE/COUNTY-  TN/MCNAIRY
 FE2128  USGS QUAD   -  CHEWALLA (1983)
 FE2128
 FE2128                         *CURRENT SURVEY CONTROL
 FE2128  ___________________________________________________________________
 FE2128* NAD 83(1986)-  35 04 46.     (N)    088 43 04.     (W)     SCALED    
 FE2128* NAVD 88     -       172.113  (meters)     564.67   (feet)  ADJUSTED  
 FE2128  ___________________________________________________________________
 FE2128  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE2128  DYNAMIC HT  -         171.949 (meters)     564.14  (feet)  COMP
 FE2128  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 FE2128
 FE2128  VERT ORDER  -  FIRST     CLASS II
 FE2128
 FE2128.The horizontal coordinates were scaled from a topographic map and have
 FE2128.an estimated accuracy of +/- 6 seconds.
 FE2128
 FE2128.The orthometric height was determined by differential leveling
 FE2128.and adjusted by the National Geodetic Survey in June 1991..
 FE2128
 FE2128.The geoid height was determined by GEOID03.
 FE2128
 FE2128.The dynamic height is computed by dividing the NAVD 88
 FE2128.geopotential number by the normal gravity value computed on the
 FE2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2128.degrees latitude (g = 980.6199 gals.).
 FE2128
 FE2128.The modeled gravity was interpolated from observed gravity values.
 FE2128
 FE2128;                    North         East    Units  Estimated Accuracy
 FE2128;SPC TN       -    86,220.      352,160.      MT  (+/- 180 meters Scaled)
 FE2128
 FE2128                          SUPERSEDED SURVEY CONTROL
 FE2128
 FE2128.No superseded survey control is available for this station.
 FE2128
 FE2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD433832(NAD 83)
 FE2128_MARKER: I = METAL ROD
 FE2128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2128_SP_SET: STAINLESS STEEL ROD
 FE2128_STAMPING: R 297 1983
 FE2128_MARK LOGO: NGS   
 FE2128_PROJECTION: FLUSH
 FE2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2128_ROD/PIPE-DEPTH: 9.75 meters
 FE2128
 FE2128  HISTORY     - Date     Condition        Report By
 FE2128  HISTORY     - 1983     MONUMENTED       NGS
 FE2128  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE2128
 FE2128                          STATION DESCRIPTION
 FE2128
 FE2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2128'9.6 KM (5.95 MI) WEST FROM RAMER.
 FE2128'9.6 KM (5.95 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2128'RAMER, TO THE MARK ON THE RIGHT, 12.31 METERS (40.4 FT) NORTH OF THE
 FE2128'CENTERLINE OF THE HIGHWAY, 0.76 METER (2.5 FT) EAST OF A POWERLINE
 FE2128'POLE WITH A GUY WIRE, AND 5.73 METERS (18.8 FT) SOUTHEAST OF A GUY
 FE2128'WIRE ANCHOR FOR THE POWERLINE POLE.
 FE2128'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2128'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2128
 FE2128                          STATION RECOVERY (2002)
 FE2128
 FE2128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2128'SUSPECT POWERPOLE LINE HAS BEEN RECENTLY REPLACED. NO OTHER REFERENCES
 FE2128'TO CHECK FROM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2154 ***********************************************************************
 FE2154  DESIGNATION -  R 298
 FE2154  PID         -  FE2154
 FE2154  STATE/COUNTY-  TN/HARDEMAN
 FE2154  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2154
 FE2154                         *CURRENT SURVEY CONTROL
 FE2154  ___________________________________________________________________
 FE2154* NAD 83(1986)-  35 03 03.     (N)    089 08 06.     (W)     SCALED    
 FE2154* NAVD 88     -       167.214  (meters)     548.60   (feet)  ADJUSTED  
 FE2154  ___________________________________________________________________
 FE2154  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE2154  DYNAMIC HT  -         167.056 (meters)     548.08  (feet)  COMP
 FE2154  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 FE2154
 FE2154  VERT ORDER  -  FIRST     CLASS II
 FE2154
 FE2154.The horizontal coordinates were scaled from a topographic map and have
 FE2154.an estimated accuracy of +/- 6 seconds.
 FE2154
 FE2154.The orthometric height was determined by differential leveling
 FE2154.and adjusted by the National Geodetic Survey in June 1991..
 FE2154
 FE2154.The geoid height was determined by GEOID03.
 FE2154
 FE2154.The dynamic height is computed by dividing the NAVD 88
 FE2154.geopotential number by the normal gravity value computed on the
 FE2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2154.degrees latitude (g = 980.6199 gals.).
 FE2154
 FE2154.The modeled gravity was interpolated from observed gravity values.
 FE2154
 FE2154;                    North         East    Units  Estimated Accuracy
 FE2154;SPC TN       -    84,190.      314,030.      MT  (+/- 180 meters Scaled)
 FE2154
 FE2154                          SUPERSEDED SURVEY CONTROL
 FE2154
 FE2154.No superseded survey control is available for this station.
 FE2154
 FE2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD052807(NAD 83)
 FE2154_MARKER: I = METAL ROD
 FE2154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2154_SP_SET: STAINLESS STEEL ROD
 FE2154_STAMPING: R 298 1983
 FE2154_MARK LOGO: NGS   
 FE2154_PROJECTION: FLUSH
 FE2154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2154+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2154_ROD/PIPE-DEPTH: 11.0 meters
 FE2154
 FE2154  HISTORY     - Date     Condition        Report By
 FE2154  HISTORY     - 1983     MONUMENTED       NGS
 FE2154  HISTORY     - 20020923 GOOD             USACE
 FE2154  HISTORY     - 20040712 GOOD             USPSQD
 FE2154
 FE2154                          STATION DESCRIPTION
 FE2154
 FE2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2154'3.9 KM (2.45 MI) WEST FROM SAULSBURY.
 FE2154'3.9 KM (2.45 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2154'SAULSBURY, TO THE MARK ON THE RIGHT, 13.50 METERS (44.3 FT) NORTH OF
 FE2154'THE CENTERLINE OF THE HIGHWAY, 40.48 METERS (132.8 FT) SOUTH OF THE
 FE2154'SOUTHEAST CORNER OF A ONE LEVEL HOUSE, 9.57 METERS (31.4 FT)
 FE2154'EAST-NORTHEAST OF THE EAST END OF A PROTECTIVE BRACKET AROUND A
 FE2154'GAS METER, 4.42 METERS (14.5 FT) EAST OF THE APPROXIMATE CENTER OF A
 FE2154'DRIVEWAY LEADING TO THE HOUSE, AND 0.94 METER (3.1 FT) EAST OF A
 FE2154'POWERLINE POLE WITH A TRANSFOMER.
 FE2154'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2154
 FE2154                          STATION RECOVERY (2002)
 FE2154
 FE2154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2154'RECOVERED IN GOOD CONDITION.
 FE2154
 FE2154                          STATION RECOVERY (2004)
 FE2154
 FE2154'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2181 ***********************************************************************
 FE2181  DESIGNATION -  R 299
 FE2181  PID         -  FE2181
 FE2181  STATE/COUNTY-  TN/FAYETTE
 FE2181  USGS QUAD   -  COLLIERVILLE (1965)
 FE2181
 FE2181                         *CURRENT SURVEY CONTROL
 FE2181  ___________________________________________________________________
 FE2181* NAD 83(1986)-  35 02 41.     (N)    089 38 21.     (W)     SCALED    
 FE2181* NAVD 88     -       108.896  (meters)     357.27   (feet)  ADJUSTED  
 FE2181  ___________________________________________________________________
 FE2181  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2181  DYNAMIC HT  -         108.794 (meters)     356.94  (feet)  COMP
 FE2181  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FE2181
 FE2181  VERT ORDER  -  FIRST     CLASS II
 FE2181
 FE2181.The horizontal coordinates were scaled from a topographic map and have
 FE2181.an estimated accuracy of +/- 6 seconds.
 FE2181
 FE2181.The orthometric height was determined by differential leveling
 FE2181.and adjusted by the National Geodetic Survey in June 1991..
 FE2181
 FE2181.The geoid height was determined by GEOID03.
 FE2181
 FE2181.The dynamic height is computed by dividing the NAVD 88
 FE2181.geopotential number by the normal gravity value computed on the
 FE2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2181.degrees latitude (g = 980.6199 gals.).
 FE2181
 FE2181.The modeled gravity was interpolated from observed gravity values.
 FE2181
 FE2181;                    North         East    Units  Estimated Accuracy
 FE2181;SPC TN       -    85,100.      268,030.      MT  (+/- 180 meters Scaled)
 FE2181
 FE2181                          SUPERSEDED SURVEY CONTROL
 FE2181
 FE2181.No superseded survey control is available for this station.
 FE2181
 FE2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD592811(NAD 83)
 FE2181_MARKER: I = METAL ROD
 FE2181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2181_SP_SET: STAINLESS STEEL ROD
 FE2181_STAMPING: R 299 1983
 FE2181_MARK LOGO: NGS   
 FE2181_PROJECTION: FLUSH
 FE2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2181+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2181_ROD/PIPE-DEPTH: 9.75 meters
 FE2181
 FE2181  HISTORY     - Date     Condition        Report By
 FE2181  HISTORY     - 1983     MONUMENTED       NGS
 FE2181  HISTORY     - 20021001 GOOD             USACE
 FE2181
 FE2181                          STATION DESCRIPTION
 FE2181
 FE2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2181'9.5 KM (5.9 MI) WEST FROM ROSSVILLE.
 FE2181'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2181'ROSSVILLE, THENCE 8.9 KM (5.55 MI) WEST ALONG STATE HIGHWAY 57 TO THE
 FE2181'TABERNACLE CEMETERY AND THE MARK ON THE RIGHT, ALSO 0.2 KM (0.1 MI)
 FE2181'NORTH ALONG MAIN STREET FROM THE POST OFFICE IN COLLIERVILLE, THENCE
 FE2181'2.3 KM (1.45 MI) EAST ALONG STATE HIGHWAY 57 TO THE TABERNACLE
 FE2181'CEMETERY AND THE MARK ON THE LEFT, 14.20 METERS (46.6 FT) NORTH OF THE
 FE2181'CENTERLINE OF THE HIGHWAY, 25.54 METERS (83.8 FT) EAST OF A CONCRETE
 FE2181'RIGHT-OF-WAY MARKER, 6.55 METERS (21.5 FT) WEST OF THE APPROXIMATE
 FE2181'CENTER OF THE ENTRANCE TO THE CEMETERY, AND 0.55 METER (1.8 FT) EAST
 FE2181'OF POWERLINE POLE NUMBER 30.
 FE2181'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2181'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2181
 FE2181                          STATION RECOVERY (2002)
 FE2181
 FE2181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1375 ***********************************************************************
 GB1375  DESIGNATION -  R 3
 GB1375  PID         -  GB1375
 GB1375  STATE/COUNTY-  TN/PICKETT
 GB1375  USGS QUAD   -  MOODYVILLE (1962)
 GB1375
 GB1375                         *CURRENT SURVEY CONTROL
 GB1375  ___________________________________________________________________
 GB1375* NAD 83(1986)-  36 35 15.     (N)    085 03 08.     (W)     SCALED    
 GB1375* NAVD 88     -       345.193  (meters)    1132.52   (feet)  ADJUSTED  
 GB1375  ___________________________________________________________________
 GB1375  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1375  DYNAMIC HT  -         344.895 (meters)    1131.54  (feet)  COMP
 GB1375  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GB1375
 GB1375  VERT ORDER  -  SECOND    CLASS 0
 GB1375
 GB1375.The horizontal coordinates were scaled from a topographic map and have
 GB1375.an estimated accuracy of +/- 6 seconds.
 GB1375
 GB1375.The orthometric height was determined by differential leveling
 GB1375.and adjusted by the National Geodetic Survey in June 1991..
 GB1375
 GB1375.The geoid height was determined by GEOID03.
 GB1375
 GB1375.The dynamic height is computed by dividing the NAVD 88
 GB1375.geopotential number by the normal gravity value computed on the
 GB1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1375.degrees latitude (g = 980.6199 gals.).
 GB1375
 GB1375.The modeled gravity was interpolated from observed gravity values.
 GB1375
 GB1375;                    North         East    Units  Estimated Accuracy
 GB1375;SPC TN       -   250,520.      684,820.      MT  (+/- 180 meters Scaled)
 GB1375
 GB1375                          SUPERSEDED SURVEY CONTROL
 GB1375
 GB1375  NGVD 29 (??/??/92)  345.318  (m)         1132.93   (f) ADJ UNCH    2 0
 GB1375
 GB1375.Superseded values are not recommended for survey control.
 GB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1375.See file dsdata.txt to determine how the superseded data were derived.
 GB1375
 GB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF742508(NAD 83)
 GB1375_MARKER: DD = SURVEY DISK
 GB1375_SETTING: 66 = SET IN ROCK OUTCROP
 GB1375_SP_SET: ROCK OUTCROP
 GB1375_STAMPING: R 3
 GB1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1375+STABILITY: POSITION/ELEVATION WELL
 GB1375
 GB1375  HISTORY     - Date     Condition        Report By
 GB1375  HISTORY     - UNK      MONUMENTED       USGS
 GB1375  HISTORY     - 1935     GOOD             NGS
 GB1375
 GB1375                          STATION DESCRIPTION
 GB1375
 GB1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1375'3.4 MI NW FROM FORBUS.
 GB1375'IN PICKETT COUNTY, 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 28
 GB1375'FROM THE POST OFFICE AT FORBUS, FENTRESS COUNTY, 105 YARDS
 GB1375'NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 45 FEET
 GB1375'EAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTHWEST OF A
 GB1375'FORKED HICKORY TREE, IN THE TOP OF A LARGE LIMESTONE OUTCROP,
 GB1375'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A UNITED
 GB1375'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1200 ***********************************************************************
 FD1200  DESIGNATION -  R 30
 FD1200  PID         -  FD1200
 FD1200  STATE/COUNTY-  TN/PERRY
 FD1200  USGS QUAD   -  LINDEN (1968)
 FD1200
 FD1200                         *CURRENT SURVEY CONTROL
 FD1200  ___________________________________________________________________
 FD1200* NAD 83(1986)-  35 37 01.     (N)    087 50 15.     (W)     SCALED    
 FD1200* NAVD 88     -       173.455  (meters)     569.08   (feet)  ADJUSTED  
 FD1200  ___________________________________________________________________
 FD1200  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1200  DYNAMIC HT  -         173.299 (meters)     568.57  (feet)  COMP
 FD1200  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FD1200
 FD1200  VERT ORDER  -  FIRST     CLASS II
 FD1200
 FD1200.The horizontal coordinates were scaled from a topographic map and have
 FD1200.an estimated accuracy of +/- 6 seconds.
 FD1200
 FD1200.The orthometric height was determined by differential leveling
 FD1200.and adjusted by the National Geodetic Survey in June 1991..
 FD1200
 FD1200.The geoid height was determined by GEOID03.
 FD1200
 FD1200.The dynamic height is computed by dividing the NAVD 88
 FD1200.geopotential number by the normal gravity value computed on the
 FD1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1200.degrees latitude (g = 980.6199 gals.).
 FD1200
 FD1200.The modeled gravity was interpolated from observed gravity values.
 FD1200
 FD1200;                    North         East    Units  Estimated Accuracy
 FD1200;SPC TN       -   143,980.      433,540.      MT  (+/- 180 meters Scaled)
 FD1200
 FD1200                          SUPERSEDED SURVEY CONTROL
 FD1200
 FD1200  NGVD 29 (??/??/92)  173.452  (m)          569.07   (f) ADJ UNCH    1 2
 FD1200
 FD1200.Superseded values are not recommended for survey control.
 FD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1200.See file dsdata.txt to determine how the superseded data were derived.
 FD1200
 FD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241417(NAD 83)
 FD1200_MARKER: DB = BENCH MARK DISK
 FD1200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1200_SP_SET: BUILDING
 FD1200_STAMPING: R 30 1934
 FD1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1200
 FD1200  HISTORY     - Date     Condition        Report By
 FD1200  HISTORY     - 1934     MONUMENTED       CGS
 FD1200  HISTORY     - 1949     GOOD             NGS
 FD1200
 FD1200                          STATION DESCRIPTION
 FD1200
 FD1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1200'AT LINDEN.
 FD1200'AT LINDEN, SET VERTICALLY IN THE SOUTH FACE AND 4 FEET WEST OF
 FD1200'THE SOUTHEAST CORNER OF THE SOUTH WING OF THE COURT HOUSE, AND
 FD1200'4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1369 ***********************************************************************
 FD1369  DESIGNATION -  R 301
 FD1369  PID         -  FD1369
 FD1369  STATE/COUNTY-  TN/LAWRENCE
 FD1369  USGS QUAD   -  SUMMERTOWN (1976)
 FD1369
 FD1369                         *CURRENT SURVEY CONTROL
 FD1369  ___________________________________________________________________
 FD1369* NAD 83(1986)-  35 23 17.     (N)    087 16 31.     (W)     SCALED    
 FD1369* NAVD 88     -       283.471  (meters)     930.02   (feet)  ADJUSTED  
 FD1369  ___________________________________________________________________
 FD1369  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD1369  DYNAMIC HT  -         283.206 (meters)     929.15  (feet)  COMP
 FD1369  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FD1369
 FD1369  VERT ORDER  -  FIRST     CLASS II
 FD1369
 FD1369.The horizontal coordinates were scaled from a topographic map and have
 FD1369.an estimated accuracy of +/- 6 seconds.
 FD1369
 FD1369.The orthometric height was determined by differential leveling
 FD1369.and adjusted by the National Geodetic Survey in June 1991..
 FD1369
 FD1369.The geoid height was determined by GEOID03.
 FD1369
 FD1369.The dynamic height is computed by dividing the NAVD 88
 FD1369.geopotential number by the normal gravity value computed on the
 FD1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1369.degrees latitude (g = 980.6199 gals.).
 FD1369
 FD1369.The modeled gravity was interpolated from observed gravity values.
 FD1369
 FD1369;                    North         East    Units  Estimated Accuracy
 FD1369;SPC TN       -   117,780.      484,140.      MT  (+/- 180 meters Scaled)
 FD1369
 FD1369                          SUPERSEDED SURVEY CONTROL
 FD1369
 FD1369.No superseded survey control is available for this station.
 FD1369
 FD1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE750161(NAD 83)
 FD1369_MARKER: I = METAL ROD
 FD1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1369_SP_SET: STAINLESS STEEL ROD
 FD1369_STAMPING: R 301 1984
 FD1369_MARK LOGO: NGS   
 FD1369_PROJECTION: FLUSH
 FD1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1369_ROD/PIPE-DEPTH: 9.75 meters
 FD1369
 FD1369  HISTORY     - Date     Condition        Report By
 FD1369  HISTORY     - 1984     MONUMENTED       NGS
 FD1369
 FD1369                          STATION DESCRIPTION
 FD1369
 FD1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1369'18.7 KM (11.6 MI) NORTH FROM LAWRENCEBURG.
 FD1369'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1369'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1369'THENCE 18.2 KM (11.3 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE MARK ON
 FD1369'THE RIGHT, ALSO 1.5 KM (0.95 MI) EAST ALONG STATE HIGHWAY 20 FROM THE
 FD1369'POST OFFICE IN SUMMERTOWN, THENCE 1.6 KM (1.0 MI) SOUTH ALONG STATE
 FD1369'HIGHWAY 20, THENCE 4.4 KM (2.75 MI) SOUTH ALONG U.S. HIGHWAY 43 TO THE
 FD1369'MARK ON THE LEFT, 21.27 METERS (69.8 FT) EAST OF THE CENTERLINE OF THE
 FD1369'HIGHWAY, 13.08 METERS (42.9 FT) EAST-NORTHEAST OF A CULVERT UNDER THE
 FD1369'ACCESS ROAD, 7.04 METERS (23.1 FT) NORTH OF THE APPROXIMATE CENTER OF
 FD1369'AN ACCESS ROAD, AND 0.43 METERS (1.4 FT) WEST OF A BARBWIRE FENCE
 FD1369'LINE.
 FD1369'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1369'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1399 ***********************************************************************
 FD1399  DESIGNATION -  R 302
 FD1399  PID         -  FD1399
 FD1399  STATE/COUNTY-  TN/WILLIAMSON
 FD1399  USGS QUAD   -  FRANKLIN (1981)
 FD1399
 FD1399                         *CURRENT SURVEY CONTROL
 FD1399  ___________________________________________________________________
 FD1399* NAD 83(1986)-  35 58 24.     (N)    086 49 58.     (W)     SCALED    
 FD1399* NAVD 88     -       234.033  (meters)     767.82   (feet)  ADJUSTED  
 FD1399  ___________________________________________________________________
 FD1399  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD1399  DYNAMIC HT  -         233.829 (meters)     767.15  (feet)  COMP
 FD1399  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD1399
 FD1399  VERT ORDER  -  FIRST     CLASS II
 FD1399
 FD1399.The horizontal coordinates were scaled from a topographic map and have
 FD1399.an estimated accuracy of +/- 6 seconds.
 FD1399
 FD1399.The orthometric height was determined by differential leveling
 FD1399.and adjusted by the National Geodetic Survey in June 1991..
 FD1399
 FD1399.The geoid height was determined by GEOID03.
 FD1399
 FD1399.The dynamic height is computed by dividing the NAVD 88
 FD1399.geopotential number by the normal gravity value computed on the
 FD1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1399.degrees latitude (g = 980.6199 gals.).
 FD1399
 FD1399.The modeled gravity was interpolated from observed gravity values.
 FD1399
 FD1399;                    North         East    Units  Estimated Accuracy
 FD1399;SPC TN       -   182,280.      524,890.      MT  (+/- 180 meters Scaled)
 FD1399
 FD1399                          SUPERSEDED SURVEY CONTROL
 FD1399
 FD1399.No superseded survey control is available for this station.
 FD1399
 FD1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE150810(NAD 83)
 FD1399_MARKER: I = METAL ROD
 FD1399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1399_SP_SET: STAINLESS STEEL ROD
 FD1399_STAMPING: R 302 1984
 FD1399_MARK LOGO: NGS   
 FD1399_PROJECTION: RECESSED 4 CENTIMETERS
 FD1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1399_ROD/PIPE-DEPTH: 3.20 meters
 FD1399
 FD1399  HISTORY     - Date     Condition        Report By
 FD1399  HISTORY     - 1984     MONUMENTED       NGS
 FD1399  HISTORY     - 20060425 MARK NOT FOUND   TNDT
 FD1399
 FD1399                          STATION DESCRIPTION
 FD1399
 FD1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1399'6.7 KM (4.15 MI) NE FROM FRANKLIN.
 FD1399'6.7 KM (4.15 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 FD1399'IN FRANKLIN, SET AT A TRIANGLE INTERSECTION LEADING TO INTERSTATE
 FD1399'HIGHWAY 65 BY A LIGHT AND POWER POLE WITH A TRANSFORMER, 11.88 METERS
 FD1399'(39.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.12 METERS
 FD1399'(36.5 FT) NORTHWEST OF THE CENTER OF A WATER DRAINAGE COVER,
 FD1399'1.37 METERS (4.5 FT) NORTHWEST OF THE POWER POLE AND 14.32 METERS
 FD1399'(47.0 FT) NORTHEAST OF THE CENTER OF ONE OF THREE EXIT ROADS AT THIS
 FD1399'SITE.
 FD1399'THE MARK IS 0.76 M BELOW HIGHWAY.
 FD1399
 FD1399                          STATION RECOVERY (2006)
 FD1399
 FD1399'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (TWB)
 FD1399'INTERSECTION HAS BEEN EXPANDED AND REBUILT. MARK IS MOST LIKELY
 FD1399'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2026 ***********************************************************************
 GC2026  DESIGNATION -  R 303
 GC2026  PID         -  GC2026
 GC2026  STATE/COUNTY-  TN/MONTGOMERY
 GC2026  USGS QUAD   -  CLARKSVILLE (1984)
 GC2026
 GC2026                         *CURRENT SURVEY CONTROL
 GC2026  ___________________________________________________________________
 GC2026* NAD 83(1986)-  36 33 56.     (N)    087 18 33.     (W)     SCALED    
 GC2026* NAVD 88     -       176.347  (meters)     578.57   (feet)  ADJUSTED  
 GC2026  ___________________________________________________________________
 GC2026  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2026  DYNAMIC HT  -         176.202 (meters)     578.09  (feet)  COMP
 GC2026  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GC2026
 GC2026  VERT ORDER  -  FIRST     CLASS II
 GC2026
 GC2026.The horizontal coordinates were scaled from a topographic map and have
 GC2026.an estimated accuracy of +/- 6 seconds.
 GC2026
 GC2026.The orthometric height was determined by differential leveling
 GC2026.and adjusted by the National Geodetic Survey in June 1991..
 GC2026
 GC2026.The geoid height was determined by GEOID03.
 GC2026
 GC2026.The dynamic height is computed by dividing the NAVD 88
 GC2026.geopotential number by the normal gravity value computed on the
 GC2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2026.degrees latitude (g = 980.6199 gals.).
 GC2026
 GC2026.The modeled gravity was interpolated from observed gravity values.
 GC2026
 GC2026;                    North         East    Units  Estimated Accuracy
 GC2026;SPC TN       -   248,460.      482,810.      MT  (+/- 180 meters Scaled)
 GC2026
 GC2026                          SUPERSEDED SURVEY CONTROL
 GC2026
 GC2026.No superseded survey control is available for this station.
 GC2026
 GC2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF723467(NAD 83)
 GC2026_MARKER: I = METAL ROD
 GC2026_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2026_SP_SET: STAINLESS STEEL ROD
 GC2026_STAMPING: R 303 1984
 GC2026_MARK LOGO: NGS   
 GC2026_PROJECTION: FLUSH
 GC2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2026_ROD/PIPE-DEPTH: 4.88 meters
 GC2026
 GC2026  HISTORY     - Date     Condition        Report By
 GC2026  HISTORY     - 1984     MONUMENTED       NGS
 GC2026
 GC2026                          STATION DESCRIPTION
 GC2026
 GC2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2026'0.4 KM (0.25 MI) NE FROM ST BETHLEHEM.
 GC2026'0.4 KM (0.25 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2026'IN ST. BETHLEHEM TO THE MARK ON THE LEFT, 9.75 METERS (32.0 FT)
 GC2026'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 GC2026'28.10 METERS (92.2 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 GC2026'LEVEL HOUSE, 24.99 METERS (82.0 FT) NORTHEAST OF THE APPROXIMATE
 GC2026'CENTER OF THE DRIVE TO THE HOUSE, 20.91 METERS (68.6 FT) SOUTHWEST OF
 GC2026'THE APPROXIMATE AND 1.25 METERS (4.1 FT) NORTHWEST OF A POWERLINE POLE
 GC2026'WITH 2 GUY WIRES.
 GC2026'THE MARK IS 1.22 METERS  NW FROM A WITNESS POST.
 GC2026'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1987 ***********************************************************************
 GC1987  DESIGNATION -  R 304
 GC1987  PID         -  GC1987
 GC1987  STATE/COUNTY-  TN/CHEATHAM
 GC1987  USGS QUAD   -  ASHLAND CITY (1987)
 GC1987
 GC1987                         *CURRENT SURVEY CONTROL
 GC1987  ___________________________________________________________________
 GC1987* NAD 83(1986)-  36 18 13.     (N)    087 06 12.     (W)     SCALED    
 GC1987* NAVD 88     -       193.533  (meters)     634.95   (feet)  ADJUSTED  
 GC1987  ___________________________________________________________________
 GC1987  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1987  DYNAMIC HT  -         193.372 (meters)     634.42  (feet)  COMP
 GC1987  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GC1987
 GC1987  VERT ORDER  -  FIRST     CLASS II
 GC1987
 GC1987.The horizontal coordinates were scaled from a topographic map and have
 GC1987.an estimated accuracy of +/- 6 seconds.
 GC1987
 GC1987.The orthometric height was determined by differential leveling
 GC1987.and adjusted by the National Geodetic Survey in June 1991..
 GC1987
 GC1987.The geoid height was determined by GEOID03.
 GC1987
 GC1987.The dynamic height is computed by dividing the NAVD 88
 GC1987.geopotential number by the normal gravity value computed on the
 GC1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1987.degrees latitude (g = 980.6199 gals.).
 GC1987
 GC1987.The modeled gravity was interpolated from observed gravity values.
 GC1987
 GC1987;                    North         East    Units  Estimated Accuracy
 GC1987;SPC TN       -   219,160.      500,910.      MT  (+/- 180 meters Scaled)
 GC1987
 GC1987                          SUPERSEDED SURVEY CONTROL
 GC1987
 GC1987.No superseded survey control is available for this station.
 GC1987
 GC1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF907176(NAD 83)
 GC1987_MARKER: I = METAL ROD
 GC1987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1987_SP_SET: STAINLESS STEEL ROD
 GC1987_STAMPING: R 304 1984
 GC1987_MARK LOGO: NGS   
 GC1987_PROJECTION: FLUSH
 GC1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1987_ROD/PIPE-DEPTH: 6.10 meters
 GC1987
 GC1987  HISTORY     - Date     Condition        Report By
 GC1987  HISTORY     - 1984     MONUMENTED       NGS
 GC1987
 GC1987                          STATION DESCRIPTION
 GC1987
 GC1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1987'5.1 KM (3.15 MI) NW FROM ASHLAND CITY.
 GC1987'5.1 KM (3.15 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1987'COURTHOUSE IN ASHLAND CITY TO AN ASPHALT SIDE ROAD LEADING SOUTH AND
 GC1987'THE MARK ON THE LEFT, 12.77 METERS (41.9 FT) SOUTH-SOUTHWEST OF THE
 GC1987'CENTERLINE OF THE HIGHWAY, 34.78 METERS (114.1 FT) EAST OF A POWERLINE
 GC1987'POLE, 7.95 METERS (26.1 FT) WEST-NORTHWEST OF THE APPROXIMATE CENTER
 GC1987'OF AN ASPHALT SIDE ROAD, 2.59 METERS (8.5 FT) WEST-NORTHWEST OF THE
 GC1987'CORNER FENCE POST OF A BOARD FENCE, AND 0.30 METERS (1.0 FT)
 GC1987'NORTH-NORTHEAST OF A BOARD FENCE.
 GC1987'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 GC1987'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2014 ***********************************************************************
 GC2014  DESIGNATION -  R 305
 GC2014  PID         -  GC2014
 GC2014  STATE/COUNTY-  TN/MONTGOMERY
 GC2014  USGS QUAD   -  CLARKSVILLE (1984)
 GC2014
 GC2014                         *CURRENT SURVEY CONTROL
 GC2014  ___________________________________________________________________
 GC2014* NAD 83(1986)-  36 30 22.     (N)    087 18 05.     (W)     SCALED    
 GC2014* NAVD 88     -       161.672  (meters)     530.42   (feet)  ADJUSTED  
 GC2014  ___________________________________________________________________
 GC2014  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2014  DYNAMIC HT  -         161.538 (meters)     529.98  (feet)  COMP
 GC2014  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GC2014
 GC2014  VERT ORDER  -  FIRST     CLASS II
 GC2014
 GC2014.The horizontal coordinates were scaled from a topographic map and have
 GC2014.an estimated accuracy of +/- 6 seconds.
 GC2014
 GC2014.The orthometric height was determined by differential leveling
 GC2014.and adjusted by the National Geodetic Survey in June 1991..
 GC2014
 GC2014.The geoid height was determined by GEOID03.
 GC2014
 GC2014.The dynamic height is computed by dividing the NAVD 88
 GC2014.geopotential number by the normal gravity value computed on the
 GC2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2014.degrees latitude (g = 980.6199 gals.).
 GC2014
 GC2014.The modeled gravity was interpolated from observed gravity values.
 GC2014
 GC2014;                    North         East    Units  Estimated Accuracy
 GC2014;SPC TN       -   241,850.      483,420.      MT  (+/- 180 meters Scaled)
 GC2014
 GC2014                          SUPERSEDED SURVEY CONTROL
 GC2014
 GC2014.No superseded survey control is available for this station.
 GC2014
 GC2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF730401(NAD 83)
 GC2014_MARKER: I = METAL ROD
 GC2014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2014_SP_SET: STAINLESS STEEL ROD
 GC2014_STAMPING: R 305 1984
 GC2014_MARK LOGO: NGS   
 GC2014_PROJECTION: FLUSH
 GC2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2014_ROD/PIPE-DEPTH: 3.66 meters
 GC2014
 GC2014  HISTORY     - Date     Condition        Report By
 GC2014  HISTORY     - 1984     MONUMENTED       NGS
 GC2014
 GC2014                          STATION DESCRIPTION
 GC2014
 GC2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2014'1.4 KM (0.9 MI) SE FROM CLARKSVILLE.
 GC2014'0.1 KM (0.05 MI) SOUTHWEST ALONG GOLF CLUB LANE FROM THE JUNCTION OF
 GC2014'U.S. ALTERNATE HIGHWAY 41 AT THE MEMORIAL HOSPITAL IN CLARKSVILLE,
 GC2014'THENCE 1.35 KM (0.85 MI) SOUTHEAST ALONG OLD ASHLAND CITY ROAD TO THE
 GC2014'MARK ON THE LEFT, 13.69 METERS (44.9 FT) NORTHEAST OF THE CENTER OF
 GC2014'OLD ASHLAND CITY ROAD, 3.96 METERS (13.0 FT) NORTHWEST OF THE CENTER
 GC2014'OF A GRAVEL DRIVEWAY, 2.44 METERS (8.0 FT) NORTHEAST OF A POWER POLE,
 GC2014'AND 2.13 METERS (7.0 FT) SOUTHWEST OF AN ANCHOR STAKE WHICH IS
 GC2014'SECURING GUY WIRES.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 GC2014'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC2014'THE MARK IS 0.45 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1053 ***********************************************************************
 FD1053  DESIGNATION -  R 31
 FD1053  PID         -  FD1053
 FD1053  STATE/COUNTY-  TN/LEWIS
 FD1053  USGS QUAD   -  TOPSY (1968)
 FD1053
 FD1053                         *CURRENT SURVEY CONTROL
 FD1053  ___________________________________________________________________
 FD1053* NAD 83(1986)-  35 29 53.     (N)    087 39 25.     (W)     SCALED    
 FD1053* NAVD 88     -       240.117  (meters)     787.78   (feet)  ADJUSTED  
 FD1053  ___________________________________________________________________
 FD1053  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1053  DYNAMIC HT  -         239.893 (meters)     787.05  (feet)  COMP
 FD1053  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 FD1053
 FD1053  VERT ORDER  -  SECOND    CLASS 0
 FD1053
 FD1053.The horizontal coordinates were scaled from a topographic map and have
 FD1053.an estimated accuracy of +/- 6 seconds.
 FD1053
 FD1053.The orthometric height was determined by differential leveling
 FD1053.and adjusted by the National Geodetic Survey in June 1991..
 FD1053
 FD1053.The geoid height was determined by GEOID03.
 FD1053
 FD1053.The dynamic height is computed by dividing the NAVD 88
 FD1053.geopotential number by the normal gravity value computed on the
 FD1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1053.degrees latitude (g = 980.6199 gals.).
 FD1053
 FD1053.The modeled gravity was interpolated from observed gravity values.
 FD1053
 FD1053;                    North         East    Units  Estimated Accuracy
 FD1053;SPC TN       -   130,500.      449,680.      MT  (+/- 180 meters Scaled)
 FD1053
 FD1053                          SUPERSEDED SURVEY CONTROL
 FD1053
 FD1053  NGVD 29 (??/??/92)  240.093  (m)          787.71   (f) ADJ UNCH    2 0
 FD1053
 FD1053.Superseded values are not recommended for survey control.
 FD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1053.See file dsdata.txt to determine how the superseded data were derived.
 FD1053
 FD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE404284(NAD 83)
 FD1053_MARKER: DB = BENCH MARK DISK
 FD1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1053_STAMPING: R 31 1934
 FD1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1053+STABILITY: SURFACE MOTION
 FD1053
 FD1053  HISTORY     - Date     Condition        Report By
 FD1053  HISTORY     - 1934     MONUMENTED       CGS
 FD1053
 FD1053                          STATION DESCRIPTION
 FD1053
 FD1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1053'7.5 MI S FROM HOHENWALD.
 FD1053'7.5 MILES SOUTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE AT
 FD1053'HOHENWALD, ACROSS THE HIGHWAY FROM A SMALL GRAVEL PIT, IN THE
 FD1053'YARD OF A FARMHOUSE, 27 FEET SOUTH OF THE CENTERLINE OF THE
 FD1053'HIGHWAY, 9 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 9 FEET SOUTH
 FD1053'OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK,
 FD1053'STAMPED R 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0357 ***********************************************************************
 FD0357  DESIGNATION -  R 32
 FD0357  PID         -  FD0357
 FD0357  STATE/COUNTY-  TN/BEDFORD
 FD0357  USGS QUAD   -  BELFAST (1982)
 FD0357
 FD0357                         *CURRENT SURVEY CONTROL
 FD0357  ___________________________________________________________________
 FD0357* NAD 83(1986)-  35 29 19.     (N)    086 38 01.     (W)     SCALED    
 FD0357* NAVD 88     -       233.477  (meters)     766.00   (feet)  ADJUSTED  
 FD0357  ___________________________________________________________________
 FD0357  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0357  DYNAMIC HT  -         233.267 (meters)     765.31  (feet)  COMP
 FD0357  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FD0357
 FD0357  VERT ORDER  -  SECOND    CLASS 0
 FD0357
 FD0357.The horizontal coordinates were scaled from a topographic map and have
 FD0357.an estimated accuracy of +/- 6 seconds.
 FD0357
 FD0357.The orthometric height was determined by differential leveling
 FD0357.and adjusted by the National Geodetic Survey in June 1991..
 FD0357
 FD0357.The geoid height was determined by GEOID03.
 FD0357
 FD0357.The dynamic height is computed by dividing the NAVD 88
 FD0357.geopotential number by the normal gravity value computed on the
 FD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0357.degrees latitude (g = 980.6199 gals.).
 FD0357
 FD0357.The modeled gravity was interpolated from observed gravity values.
 FD0357
 FD0357;                    North         East    Units  Estimated Accuracy
 FD0357;SPC TN       -   128,360.      542,510.      MT  (+/- 180 meters Scaled)
 FD0357
 FD0357                          SUPERSEDED SURVEY CONTROL
 FD0357
 FD0357  NGVD 29 (??/??/92)  233.462  (m)          765.95   (f) ADJ UNCH    2 0
 FD0357
 FD0357.Superseded values are not recommended for survey control.
 FD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0357.See file dsdata.txt to determine how the superseded data were derived.
 FD0357
 FD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE332272(NAD 83)
 FD0357_MARKER: DB = BENCH MARK DISK
 FD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0357_STAMPING: R 32 1934
 FD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0357+STABILITY: SURFACE MOTION
 FD0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0357+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD0357
 FD0357  HISTORY     - Date     Condition        Report By
 FD0357  HISTORY     - 1934     MONUMENTED       CGS
 FD0357  HISTORY     - 1934     GOOD             NGS
 FD0357  HISTORY     - 20010226 GOOD             TNDT
 FD0357  HISTORY     - 20020520 GOOD             TNDT
 FD0357
 FD0357                          STATION DESCRIPTION
 FD0357
 FD0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0357'4.5 MI E FROM FARMINGTON.
 FD0357'IN BEDFORD COUNTY, 4.5 MILES EAST ALONG STATE HIGHWAY 64 FROM THE
 FD0357'POST OFFICE AT FARMINGTON, MARSHALL COUNTY, 0.3 MILE WEST OF WHEEL,
 FD0357'BEDFORD COUNTY, 0.1 MILE WEST ACROSS THE HIGHWAY FROM A CEMETERY,
 FD0357'35 FEET EAST OF A FENCE CORNER AND A PRIVATE LANE, 12 FEET SOUTH
 FD0357'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF THE FENCE.
 FD0357'A STANDARD DISK, STAMPED R 32 1934 AND SET IN THE TOP OF A
 FD0357'CONCRETE POST.
 FD0357
 FD0357                          STATION RECOVERY (2001)
 FD0357
 FD0357'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357' 
 FD0357
 FD0357                          STATION RECOVERY (2002)
 FD0357
 FD0357'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0274 ***********************************************************************
 FD0274  DESIGNATION -  R 33
 FD0274  PID         -  FD0274
 FD0274  STATE/COUNTY-  TN/LINCOLN
 FD0274  USGS QUAD   -  FRANKEWING (1982)
 FD0274
 FD0274                         *CURRENT SURVEY CONTROL
 FD0274  ___________________________________________________________________
 FD0274* NAD 83(1986)-  35 11 45.     (N)    086 47 41.     (W)     SCALED    
 FD0274* NAVD 88     -       215.707  (meters)     707.70   (feet)  ADJUSTED  
 FD0274  ___________________________________________________________________
 FD0274  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0274  DYNAMIC HT  -         215.508 (meters)     707.05  (feet)  COMP
 FD0274  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FD0274
 FD0274  VERT ORDER  -  SECOND    CLASS 0
 FD0274
 FD0274.The horizontal coordinates were scaled from a topographic map and have
 FD0274.an estimated accuracy of +/- 6 seconds.
 FD0274
 FD0274.The orthometric height was determined by differential leveling
 FD0274.and adjusted by the National Geodetic Survey in June 1991..
 FD0274
 FD0274.The geoid height was determined by GEOID03.
 FD0274
 FD0274.The dynamic height is computed by dividing the NAVD 88
 FD0274.geopotential number by the normal gravity value computed on the
 FD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0274.degrees latitude (g = 980.6199 gals.).
 FD0274
 FD0274.The modeled gravity was interpolated from observed gravity values.
 FD0274
 FD0274;                    North         East    Units  Estimated Accuracy
 FD0274;SPC TN       -    95,990.      527,630.      MT  (+/- 180 meters Scaled)
 FD0274
 FD0274                          SUPERSEDED SURVEY CONTROL
 FD0274
 FD0274  NGVD 29 (??/??/92)  215.682  (m)          707.62   (f) ADJ UNCH    2 0
 FD0274
 FD0274.Superseded values are not recommended for survey control.
 FD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0274.See file dsdata.txt to determine how the superseded data were derived.
 FD0274
 FD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED186947(NAD 83)
 FD0274_MARKER: DB = BENCH MARK DISK
 FD0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0274_STAMPING: R 33 1934
 FD0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0274+STABILITY: SURFACE MOTION
 FD0274
 FD0274  HISTORY     - Date     Condition        Report By
 FD0274  HISTORY     - 1934     MONUMENTED       CGS
 FD0274
 FD0274                          STATION DESCRIPTION
 FD0274
 FD0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0274'3.8 MI E FROM FRANKEWING.
 FD0274'IN LINCOLN COUNTY, 3.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0274'FRANKEWING, GILES COUNTY, 100 FEET SOUTH OF THE L. ROBERTSON
 FD0274'FARM RESIDENCE IN 1934, AND 20 FEET NORTH OF THE CENTERLINE OF
 FD0274'THE HIGHWAY.  A STANDARD DISK, STAMPED R 33 1934 AND SET IN
 FD0274'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0408 ***********************************************************************
 FE0408  DESIGNATION -  R 35
 FE0408  PID         -  FE0408
 FE0408  STATE/COUNTY-  TN/MCNAIRY
 FE0408  USGS QUAD   -  STANTONVILLE (1992)
 FE0408
 FE0408                         *CURRENT SURVEY CONTROL
 FE0408  ___________________________________________________________________
 FE0408* NAD 83(1986)-  35 13 10.     (N)    088 25 36.     (W)     SCALED    
 FE0408* NAVD 88     -       125.313  (meters)     411.13   (feet)  ADJUSTED  
 FE0408  ___________________________________________________________________
 FE0408  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0408  DYNAMIC HT  -         125.198 (meters)     410.75  (feet)  COMP
 FE0408  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0408
 FE0408  VERT ORDER  -  FIRST     CLASS II
 FE0408
 FE0408.The horizontal coordinates were scaled from a topographic map and have
 FE0408.an estimated accuracy of +/- 6 seconds.
 FE0408
 FE0408.The orthometric height was determined by differential leveling
 FE0408.and adjusted by the National Geodetic Survey in June 1991..
 FE0408
 FE0408.The geoid height was determined by GEOID03.
 FE0408
 FE0408.The dynamic height is computed by dividing the NAVD 88
 FE0408.geopotential number by the normal gravity value computed on the
 FE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0408.degrees latitude (g = 980.6199 gals.).
 FE0408
 FE0408.The modeled gravity was interpolated from observed gravity values.
 FE0408
 FE0408;                    North         East    Units  Estimated Accuracy
 FE0408;SPC TN       -   101,050.      379,090.      MT  (+/- 180 meters Scaled)
 FE0408
 FE0408                          SUPERSEDED SURVEY CONTROL
 FE0408
 FE0408  NGVD 29 (??/??/??)  125.318  (m)          411.15   (f) ADJUSTED    1 2
 FE0408
 FE0408.Superseded values are not recommended for survey control.
 FE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0408.See file dsdata.txt to determine how the superseded data were derived.
 FE0408
 FE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD701983(NAD 83)
 FE0408_MARKER: DB = BENCH MARK DISK
 FE0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0408_SP_SET: BRIDGE
 FE0408_STAMPING: R 35 1934
 FE0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0408
 FE0408  HISTORY     - Date     Condition        Report By
 FE0408  HISTORY     - 1934     MONUMENTED       CGS
 FE0408  HISTORY     - 1949     GOOD             CGS
 FE0408
 FE0408                          STATION DESCRIPTION
 FE0408
 FE0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0408'2.4 MI SW FROM ADAMSVILLE.
 FE0408'2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0408'AT ADAMSVILLE, SET IN THE TOP OF THE SOUTHEAST END OF THE
 FE0408'SOUTHWEST ABUTMENT OF A 375-FOOT CONCRETE BRIDGE OVER SNAKE
 FE0408'CREEK, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.6
 FE0408'FOOT SOUTHEAST OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE
 FE0408'BRIDGE FLOOR.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTHEAST
 FE0408'OF MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0867 ***********************************************************************
 FD0867  CBN         -  This is a Cooperative Base Network Control Station.
 FD0867  DESIGNATION -  R 37
 FD0867  PID         -  FD0867
 FD0867  STATE/COUNTY-  TN/GILES
 FD0867  USGS QUAD   -  ASPEN HILL (1988)
 FD0867
 FD0867                         *CURRENT SURVEY CONTROL
 FD0867  ___________________________________________________________________
 FD0867* NAD 83(1995)-  35 04 03.30643(N)    087 00 18.70621(W)     ADJUSTED  
 FD0867* NAVD 88     -       220.631  (meters)     723.85   (feet)  ADJUSTED  
 FD0867  ___________________________________________________________________
 FD0867  X           -     273,049.068 (meters)                     COMP
 FD0867  Y           -  -5,219,142.945 (meters)                     COMP
 FD0867  Z           -   3,644,117.290 (meters)                     COMP
 FD0867  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FD0867  ELLIP HEIGHT-         193.09  (meters)          (08/03/04) GPS OBS
 FD0867  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0867  DYNAMIC HT  -         220.424 (meters)     723.17  (feet)  COMP
 FD0867  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FD0867
 FD0867  HORZ ORDER  -  A
 FD0867  VERT ORDER  -  SECOND    CLASS 0
 FD0867  ELLP ORDER  -  FOURTH    CLASS I
 FD0867
 FD0867.The horizontal coordinates were established by GPS observations
 FD0867.and adjusted by the National Geodetic Survey in August 2004..
 FD0867
 FD0867.The orthometric height was determined by differential leveling
 FD0867.and adjusted by the National Geodetic Survey in June 1991..
 FD0867
 FD0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0867
 FD0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0867
 FD0867.The ellipsoidal height was determined by GPS observations
 FD0867.and is referenced to NAD 83.
 FD0867
 FD0867.The geoid height was determined by GEOID03.
 FD0867
 FD0867.The dynamic height is computed by dividing the NAVD 88
 FD0867.geopotential number by the normal gravity value computed on the
 FD0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0867.degrees latitude (g = 980.6199 gals.).
 FD0867
 FD0867.The modeled gravity was interpolated from observed gravity values.
 FD0867
 FD0867;                    North         East     Units Scale Factor Converg.
 FD0867;SPC TN       -    81,937.311   508,311.197   MT  1.00003720   -0 35 18.5
 FD0867;SPC TN       -   268,822.66  1,667,684.32   sFT  1.00003720   -0 35 18.5
 FD0867;UTM  16      - 3,880,538.051   499,526.231   MT  0.99960000   -0 00 10.7
 FD0867
 FD0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0867!SPC TN       -   0.99996969  x   1.00003720  =   1.00000689
 FD0867!UTM  16      -   0.99996969  x   0.99960000  =   0.99956970
 FD0867
 FD0867                          SUPERSEDED SURVEY CONTROL
 FD0867
 FD0867  NAVD 88 (08/03/04)  220.63   (m)          723.9    (f) LEVELING    3  
 FD0867  NGVD 29 (??/??/92)  220.586  (m)          723.71   (f) ADJ UNCH    2 0
 FD0867
 FD0867.Superseded values are not recommended for survey control.
 FD0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0867.See file dsdata.txt to determine how the superseded data were derived.
 FD0867
 FD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9952680538(NAD 83)
 FD0867_MARKER: DB = BENCH MARK DISK
 FD0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0867_STAMPING: R 37 1934
 FD0867_MARK LOGO: CGS   
 FD0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0867+STABILITY: SURFACE MOTION
 FD0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0867+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0867
 FD0867  HISTORY     - Date     Condition        Report By
 FD0867  HISTORY     - 1934     MONUMENTED       CGS
 FD0867  HISTORY     - 1953     GOOD             TVA
 FD0867  HISTORY     - 20020514 GOOD             TNDT
 FD0867  HISTORY     - 20031010 GOOD             TNDT
 FD0867
 FD0867                          STATION DESCRIPTION
 FD0867
 FD0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0867'AT LESTERS.
 FD0867'AT LESTERS, GILES COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0867'RAILROAD, 15 FEET SOUTH OF THE STATION, 100 FEET SOUTHWEST OF THE
 FD0867'SOUTH SWITCH, 35 FEET WEST OF THE TRACK, AND 1 FOOT OUTSIDE
 FD0867'THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED R 37 1934 AND
 FD0867'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS 2 FEET NORTH
 FD0867'OF A STEEL POST WITH A CONTROL MARKER SIGN.  IT IS 30 FEET
 FD0867'SOUTHWEST OF A TELEPHONE POLE WITH A WHITE PAINTED CROSS.
 FD0867
 FD0867                          STATION RECOVERY (1953)
 FD0867
 FD0867'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0867'RECOVERED IN GOOD CONDITION.
 FD0867
 FD0867                          STATION RECOVERY (2002)
 FD0867
 FD0867'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0867'RECOVERED IN GOOD CONDITION.
 FD0867
 FD0867                          STATION RECOVERY (2003)
 FD0867
 FD0867'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0867'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1361 ***********************************************************************
 FC1361  DESIGNATION -  R 37
 FC1361  PID         -  FC1361
 FC1361  STATE/COUNTY-  TN/GRUNDY
 FC1361  USGS QUAD   -  ALTO (1947)
 FC1361
 FC1361                         *CURRENT SURVEY CONTROL
 FC1361  ___________________________________________________________________
 FC1361* NAD 83(1986)-  35 19 02.     (N)    085 53 33.     (W)     SCALED    
 FC1361* NAVD 88     -       315.019  (meters)    1033.52   (feet)  ADJUSTED  
 FC1361  ___________________________________________________________________
 FC1361  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1361  DYNAMIC HT  -         314.715 (meters)    1032.53  (feet)  COMP
 FC1361  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 FC1361
 FC1361  VERT ORDER  -  SECOND    CLASS 0
 FC1361
 FC1361.The horizontal coordinates were scaled from a topographic map and have
 FC1361.an estimated accuracy of +/- 6 seconds.
 FC1361
 FC1361.The orthometric height was determined by differential leveling
 FC1361.and adjusted by the National Geodetic Survey in June 1991..
 FC1361
 FC1361.The geoid height was determined by GEOID03.
 FC1361
 FC1361.The dynamic height is computed by dividing the NAVD 88
 FC1361.geopotential number by the normal gravity value computed on the
 FC1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1361.degrees latitude (g = 980.6199 gals.).
 FC1361
 FC1361.The modeled gravity was interpolated from observed gravity values.
 FC1361
 FC1361;                    North         East    Units  Estimated Accuracy
 FC1361;SPC TN       -   109,170.      609,780.      MT  (+/- 180 meters Scaled)
 FC1361
 FC1361                          SUPERSEDED SURVEY CONTROL
 FC1361
 FC1361  NGVD 29 (??/??/92)  315.010  (m)         1033.50   (f) ADJ UNCH    2 0
 FC1361
 FC1361.Superseded values are not recommended for survey control.
 FC1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1361.See file dsdata.txt to determine how the superseded data were derived.
 FC1361
 FC1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE006087(NAD 83)
 FC1361_MARKER: DB = BENCH MARK DISK
 FC1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1361_SP_SET: BRIDGE
 FC1361_STAMPING: R 37 1934
 FC1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1361
 FC1361  HISTORY     - Date     Condition        Report By
 FC1361  HISTORY     - 1934     MONUMENTED       CGS
 FC1361  HISTORY     - 1962     GOOD             NGS
 FC1361
 FC1361                          STATION DESCRIPTION
 FC1361
 FC1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1361'0.8 MI NW FROM PELHAM.
 FC1361'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY 50
 FC1361'AND U.S. HIGHWAY 41 IN PELHAM, GO NORTHWEST ON U.S. HIGHWAY 41 0.85
 FC1361'MILE TO THE MARK SET IN THE SOUTHWEST CORNER OF HEADWALL OF BRIDGE
 FC1361'OVER PATTON CREEK, 18.0 SOUTHWEST OF CENTER LINE OF HIGHWAY, AND 0.9
 FC1361'FOOT EAST OF WEST END OF HEADWALL.  A STANDARD DISK DRILLED
 FC1361'IN A BRIDGE AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1296 ***********************************************************************
 FC1296  DESIGNATION -  R 38
 FC1296  PID         -  FC1296
 FC1296  STATE/COUNTY-  TN/MARION
 FC1296  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1296
 FC1296                         *CURRENT SURVEY CONTROL
 FC1296  ___________________________________________________________________
 FC1296* NAD 83(1986)-  35 01 41.     (N)    085 41 36.     (W)     SCALED    
 FC1296* NAVD 88     -       188.713  (meters)     619.14   (feet)  ADJUSTED  
 FC1296  ___________________________________________________________________
 FC1296  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1296  DYNAMIC HT  -         188.529 (meters)     618.53  (feet)  COMP
 FC1296  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC1296
 FC1296  VERT ORDER  -  SECOND    CLASS 0
 FC1296
 FC1296.The horizontal coordinates were scaled from a topographic map and have
 FC1296.an estimated accuracy of +/- 6 seconds.
 FC1296
 FC1296.The orthometric height was determined by differential leveling
 FC1296.and adjusted by the National Geodetic Survey in June 1991..
 FC1296
 FC1296.The geoid height was determined by GEOID03.
 FC1296
 FC1296.The dynamic height is computed by dividing the NAVD 88
 FC1296.geopotential number by the normal gravity value computed on the
 FC1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1296.degrees latitude (g = 980.6199 gals.).
 FC1296
 FC1296.The modeled gravity was interpolated from observed gravity values.
 FC1296
 FC1296;                    North         East    Units  Estimated Accuracy
 FC1296;SPC TN       -    77,130.      627,990.      MT  (+/- 180 meters Scaled)
 FC1296
 FC1296                          SUPERSEDED SURVEY CONTROL
 FC1296
 FC1296  NGVD 29 (??/??/92)  188.717  (m)          619.15   (f) ADJ UNCH    2 0
 FC1296
 FC1296.Superseded values are not recommended for survey control.
 FC1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1296.See file dsdata.txt to determine how the superseded data were derived.
 FC1296
 FC1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD191769(NAD 83)
 FC1296_MARKER: DB = BENCH MARK DISK
 FC1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1296_SP_SET: ABUTMENT
 FC1296_STAMPING: R 38 1934
 FC1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1296
 FC1296  HISTORY     - Date     Condition        Report By
 FC1296  HISTORY     - 1934     MONUMENTED       CGS
 FC1296  HISTORY     - 1949     GOOD             NGS
 FC1296  HISTORY     - 1965     MARK NOT FOUND   USGS
 FC1296
 FC1296                          STATION DESCRIPTION
 FC1296
 FC1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1296'1.4 MI NE FROM SOUTH PITTSBURG.
 FC1296'1.4 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1296'LOUIS RAILWAY FROM SOUTH PITTSBURG, MARION COUNTY, AT THE
 FC1296'BRIDGE OVER BATTLE CREEK, IN THE TOP OF THE WEST END OF THE
 FC1296'SOUTH ABUTMENT, 6 FEET WEST OF THE WEST RAIL, AND 1 FOOT LOWER
 FC1296'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED R 38 1934.
 FC1296
 FC1296                          STATION RECOVERY (1965)
 FC1296
 FC1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FC1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1124 ***********************************************************************
 FC1124  DESIGNATION -  R 39
 FC1124  PID         -  FC1124
 FC1124  STATE/COUNTY-  TN/SEQUATCHIE
 FC1124  USGS QUAD   -  DAUS (1974)
 FC1124
 FC1124                         *CURRENT SURVEY CONTROL
 FC1124  ___________________________________________________________________
 FC1124* NAD 83(1986)-  35 18 53.     (N)    085 26 01.     (W)     SCALED    
 FC1124* NAVD 88     -       217.861  (meters)     714.77   (feet)  ADJUSTED  
 FC1124  ___________________________________________________________________
 FC1124  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1124  DYNAMIC HT  -         217.651 (meters)     714.08  (feet)  COMP
 FC1124  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 FC1124
 FC1124  VERT ORDER  -  SECOND    CLASS 0
 FC1124
 FC1124.The horizontal coordinates were scaled from a topographic map and have
 FC1124.an estimated accuracy of +/- 6 seconds.
 FC1124
 FC1124.The orthometric height was determined by differential leveling
 FC1124.and adjusted by the National Geodetic Survey in June 1991..
 FC1124
 FC1124.The geoid height was determined by GEOID03.
 FC1124
 FC1124.The dynamic height is computed by dividing the NAVD 88
 FC1124.geopotential number by the normal gravity value computed on the
 FC1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1124.degrees latitude (g = 980.6199 gals.).
 FC1124
 FC1124.The modeled gravity was interpolated from observed gravity values.
 FC1124
 FC1124;                    North         East    Units  Estimated Accuracy
 FC1124;SPC TN       -   109,030.      651,510.      MT  (+/- 180 meters Scaled)
 FC1124
 FC1124                          SUPERSEDED SURVEY CONTROL
 FC1124
 FC1124  NGVD 29 (??/??/92)  217.893  (m)          714.87   (f) ADJ UNCH    2 0
 FC1124
 FC1124.Superseded values are not recommended for survey control.
 FC1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1124.See file dsdata.txt to determine how the superseded data were derived.
 FC1124
 FC1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE423090(NAD 83)
 FC1124_MARKER: DB = BENCH MARK DISK
 FC1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1124_STAMPING: R 39 1934
 FC1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1124+STABILITY: SURFACE MOTION
 FC1124
 FC1124  HISTORY     - Date     Condition        Report By
 FC1124  HISTORY     - 1934     MONUMENTED       CGS
 FC1124
 FC1124                          STATION DESCRIPTION
 FC1124
 FC1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1124'4.6 MI SW FROM DUNLAP.
 FC1124'4.6 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1124'LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY, 40 FEET EAST OF
 FC1124'THE STATION AT DAUS, 20 POLES NORTHEAST OF MILEPOST 32, AND 20
 FC1124'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED R 39 1934
 FC1124'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0714 ***********************************************************************
 GA0714  DESIGNATION -  R 4
 GA0714  PID         -  GA0714
 GA0714  STATE/COUNTY-  TN/HAWKINS
 GA0714  USGS QUAD   -  STONY POINT (1971)
 GA0714
 GA0714                         *CURRENT SURVEY CONTROL
 GA0714  ___________________________________________________________________
 GA0714* NAD 83(1986)-  36 25 58.     (N)    082 52 26.     (W)     SCALED    
 GA0714* NAVD 88     -       347.651  (meters)    1140.59   (feet)  ADJUSTED  
 GA0714  ___________________________________________________________________
 GA0714  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0714  DYNAMIC HT  -         347.335 (meters)    1139.55  (feet)  COMP
 GA0714  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GA0714
 GA0714  VERT ORDER  -  FIRST     CLASS I
 GA0714
 GA0714.The horizontal coordinates were scaled from a topographic map and have
 GA0714.an estimated accuracy of +/- 6 seconds.
 GA0714
 GA0714.The orthometric height was determined by differential leveling
 GA0714.and adjusted by the National Geodetic Survey in June 1991..
 GA0714
 GA0714.The geoid height was determined by GEOID03.
 GA0714
 GA0714.The dynamic height is computed by dividing the NAVD 88
 GA0714.geopotential number by the normal gravity value computed on the
 GA0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0714.degrees latitude (g = 980.6199 gals.).
 GA0714
 GA0714.The modeled gravity was interpolated from observed gravity values.
 GA0714
 GA0714;                    North         East    Units  Estimated Accuracy
 GA0714;SPC TN       -   237,410.      880,270.      MT  (+/- 180 meters Scaled)
 GA0714
 GA0714                          SUPERSEDED SURVEY CONTROL
 GA0714
 GA0714  NGVD 29 (??/??/92)  347.799  (m)         1141.07   (f) ADJ UNCH    1 1
 GA0714
 GA0714.Superseded values are not recommended for survey control.
 GA0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0714.See file dsdata.txt to determine how the superseded data were derived.
 GA0714
 GA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA320335(NAD 83)
 GA0714_MARKER: DB = BENCH MARK DISK
 GA0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0714_SP_SET: BRIDGE
 GA0714_STAMPING: R 4 1931 1141.372
 GA0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0714
 GA0714  HISTORY     - Date     Condition        Report By
 GA0714  HISTORY     - 1931     MONUMENTED       CGS
 GA0714  HISTORY     - 1967     GOOD             NGS
 GA0714
 GA0714                          STATION DESCRIPTION
 GA0714
 GA0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0714'2.8 MI SW FROM SURGOINSVILLE.
 GA0714'ABOUT 2.85 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0714'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.4 MILE
 GA0714'SOUTHWEST OF MILEPOST 66, 4 FEET EAST OF THE EAST RAIL OF THE
 GA0714'TRACK, SET IN THE TOP OF THE SOUTHEAST CONCRETE RETAINING WALL
 GA0714'AT THE SOUTH END OF THE RAILROAD BRIDGE OVER HOLSTON RIVER,
 GA0714'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1158 ***********************************************************************
 FC1158  DESIGNATION -  R 40
 FC1158  PID         -  FC1158
 FC1158  STATE/COUNTY-  TN/MARION
 FC1158  USGS QUAD   -  KETNER GAP (1976)
 FC1158
 FC1158                         *CURRENT SURVEY CONTROL
 FC1158  ___________________________________________________________________
 FC1158* NAD 83(1986)-  35 11 09.     (N)    085 26 32.     (W)     SCALED    
 FC1158* NAVD 88     -       583.212  (meters)    1913.42   (feet)  ADJUSTED  
 FC1158  ___________________________________________________________________
 FC1158  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1158  DYNAMIC HT  -         582.622 (meters)    1911.49  (feet)  COMP
 FC1158  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 FC1158
 FC1158  VERT ORDER  -  SECOND    CLASS 0
 FC1158
 FC1158.The horizontal coordinates were scaled from a topographic map and have
 FC1158.an estimated accuracy of +/- 6 seconds.
 FC1158
 FC1158.The orthometric height was determined by differential leveling
 FC1158.and adjusted by the National Geodetic Survey in June 1991..
 FC1158
 FC1158.The geoid height was determined by GEOID03.
 FC1158
 FC1158.The dynamic height is computed by dividing the NAVD 88
 FC1158.geopotential number by the normal gravity value computed on the
 FC1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1158.degrees latitude (g = 980.6199 gals.).
 FC1158
 FC1158.The modeled gravity was interpolated from observed gravity values.
 FC1158
 FC1158;                    North         East    Units  Estimated Accuracy
 FC1158;SPC TN       -    94,730.      650,800.      MT  (+/- 180 meters Scaled)
 FC1158
 FC1158                          SUPERSEDED SURVEY CONTROL
 FC1158
 FC1158  NGVD 29 (??/??/92)  583.233  (m)         1913.49   (f) ADJ UNCH    2 0
 FC1158
 FC1158.Superseded values are not recommended for survey control.
 FC1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1158.See file dsdata.txt to determine how the superseded data were derived.
 FC1158
 FC1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD418947(NAD 83)
 FC1158_MARKER: DB = BENCH MARK DISK
 FC1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1158_STAMPING: R 40 1934
 FC1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1158+STABILITY: SURFACE MOTION
 FC1158
 FC1158  HISTORY     - Date     Condition        Report By
 FC1158  HISTORY     - 1934     MONUMENTED       CGS
 FC1158  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1158
 FC1158                          STATION DESCRIPTION
 FC1158
 FC1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1158'15 MI W FROM CHATTANOOGA.
 FC1158'IN MARION COUNTY, 15.0 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1158'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1158'HAMILTON COUNTY, ON SIGNAL MOUNTAIN, AT THE SOUTHWEST CORNER
 FC1158'OF THE J.J. DYKES YARD IN 1934, AND 6 INCHES OUTSIDE THE FENCE
 FC1158'LINE.  A STANDARD DISK, STAMPED R 40 1934 AND SET IN THE TOP
 FC1158'OF A CONCRETE POST.
 FC1158
 FC1158                          STATION RECOVERY (1972)
 FC1158
 FC1158'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0984 ***********************************************************************
 FC0984  DESIGNATION -  R 42
 FC0984  PID         -  FC0984
 FC0984  STATE/COUNTY-  TN/CUMBERLAND
 FC0984  USGS QUAD   -  VANDEVER (1988)
 FC0984
 FC0984                         *CURRENT SURVEY CONTROL
 FC0984  ___________________________________________________________________
 FC0984* NAD 83(1986)-  35 47 00.     (N)    085 00 53.     (W)     SCALED    
 FC0984* NAVD 88     -       320.766  (meters)    1052.38   (feet)  ADJUSTED  
 FC0984  ___________________________________________________________________
 FC0984  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC0984  DYNAMIC HT  -         320.464 (meters)    1051.39  (feet)  COMP
 FC0984  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FC0984
 FC0984  VERT ORDER  -  SECOND    CLASS 0
 FC0984
 FC0984.The horizontal coordinates were scaled from a topographic map and have
 FC0984.an estimated accuracy of +/- 6 seconds.
 FC0984
 FC0984.The orthometric height was determined by differential leveling
 FC0984.and adjusted by the National Geodetic Survey in June 1991..
 FC0984
 FC0984.The geoid height was determined by GEOID03.
 FC0984
 FC0984.The dynamic height is computed by dividing the NAVD 88
 FC0984.geopotential number by the normal gravity value computed on the
 FC0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0984.degrees latitude (g = 980.6199 gals.).
 FC0984
 FC0984.The modeled gravity was interpolated from observed gravity values.
 FC0984
 FC0984;                    North         East    Units  Estimated Accuracy
 FC0984;SPC TN       -   161,320.      689,070.      MT  (+/- 180 meters Scaled)
 FC0984
 FC0984                          SUPERSEDED SURVEY CONTROL
 FC0984
 FC0984  NGVD 29 (??/??/92)  320.818  (m)         1052.55   (f) ADJ UNCH    2 0
 FC0984
 FC0984.Superseded values are not recommended for survey control.
 FC0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0984.See file dsdata.txt to determine how the superseded data were derived.
 FC0984
 FC0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE794617(NAD 83)
 FC0984_MARKER: DB = BENCH MARK DISK
 FC0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0984_SP_SET: CULVERT
 FC0984_STAMPING: R 42 1934
 FC0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0984
 FC0984  HISTORY     - Date     Condition        Report By
 FC0984  HISTORY     - 1934     MONUMENTED       CGS
 FC0984  HISTORY     - 1934     GOOD             NGS
 FC0984
 FC0984                          STATION DESCRIPTION
 FC0984
 FC0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0984'4.9 MI N FROM MELVINE.
 FC0984'IN CUMBERLAND COUNTY, 4.9 MILES NORTH ALONG STATE HIGHWAY 28
 FC0984'FROM MELVINE, BLEDSOE COUNTY, AT A SHARP TURN, 30 FEET WEST OF
 FC0984'THE NORTHWEST CORNER OF MR. ORMES STORE, 26 FEET SOUTH OF THE
 FC0984'CENTERLINE OF THE HIGHWAY, AND IN THE SOUTH HEADWALL OF A
 FC0984'CONCRETE BOX CULVERT.  A STANDARD DISK, STAMPED R 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1029 ***********************************************************************
 FC1029  DESIGNATION -  R 43
 FC1029  PID         -  FC1029
 FC1029  STATE/COUNTY-  TN/VAN BUREN
 FC1029  USGS QUAD   -  SAMPSON (1974)
 FC1029
 FC1029                         *CURRENT SURVEY CONTROL
 FC1029  ___________________________________________________________________
 FC1029* NAD 83(1986)-  35 42 04.     (N)    085 19 54.     (W)     SCALED    
 FC1029* NAVD 88     -       549.123  (meters)    1801.58   (feet)  ADJUSTED  
 FC1029  ___________________________________________________________________
 FC1029  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FC1029  DYNAMIC HT  -         548.598 (meters)    1799.86  (feet)  COMP
 FC1029  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FC1029
 FC1029  VERT ORDER  -  SECOND    CLASS 0
 FC1029
 FC1029.The horizontal coordinates were scaled from a topographic map and have
 FC1029.an estimated accuracy of +/- 6 seconds.
 FC1029
 FC1029.The orthometric height was determined by differential leveling
 FC1029.and adjusted by the National Geodetic Survey in June 1991..
 FC1029
 FC1029.The geoid height was determined by GEOID03.
 FC1029
 FC1029.The dynamic height is computed by dividing the NAVD 88
 FC1029.geopotential number by the normal gravity value computed on the
 FC1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1029.degrees latitude (g = 980.6199 gals.).
 FC1029
 FC1029.The modeled gravity was interpolated from observed gravity values.
 FC1029
 FC1029;                    North         East    Units  Estimated Accuracy
 FC1029;SPC TN       -   151,960.      660,480.      MT  (+/- 180 meters Scaled)
 FC1029
 FC1029                          SUPERSEDED SURVEY CONTROL
 FC1029
 FC1029  NGVD 29 (??/??/92)  549.164  (m)         1801.72   (f) ADJ UNCH    2 0
 FC1029
 FC1029.Superseded values are not recommended for survey control.
 FC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1029.See file dsdata.txt to determine how the superseded data were derived.
 FC1029
 FC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE509520(NAD 83)
 FC1029_MARKER: DB = BENCH MARK DISK
 FC1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1029_STAMPING: R 43 1934
 FC1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1029+STABILITY: SURFACE MOTION
 FC1029
 FC1029  HISTORY     - Date     Condition        Report By
 FC1029  HISTORY     - 1934     MONUMENTED       CGS
 FC1029  HISTORY     - 1953     GOOD             NGS
 FC1029
 FC1029                          STATION DESCRIPTION
 FC1029
 FC1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1029'11 MI SE FROM SPENCER.
 FC1029'11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM SPENCER, VAN
 FC1029'BUREN COUNTY, IN FRONT OF OWLS REST FARMHOUSE IN 1934, 40 FEET
 FC1029'NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH OF THE YARD
 FC1029'FENCE, AND 3 FEET NORTH OF THE RIGHT-OF-WAY LINE.  A STANDARD
 FC1029'DISK, STAMPED R 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0989 ***********************************************************************
 FC0989  DESIGNATION -  R 44
 FC0989  PID         -  FC0989
 FC0989  STATE/COUNTY-  TN/CUMBERLAND
 FC0989  USGS QUAD   -  CROSSVILLE (1982)
 FC0989
 FC0989                         *CURRENT SURVEY CONTROL
 FC0989  ___________________________________________________________________
 FC0989* NAD 83(1986)-  35 56 30.     (N)    085 01 22.     (W)     SCALED    
 FC0989* NAVD 88     -       569.091  (meters)    1867.09   (feet)  ADJUSTED  
 FC0989  ___________________________________________________________________
 FC0989  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC0989  DYNAMIC HT  -         568.560 (meters)    1865.35  (feet)  COMP
 FC0989  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0989
 FC0989  VERT ORDER  -  SECOND    CLASS 0
 FC0989
 FC0989.The horizontal coordinates were scaled from a topographic map and have
 FC0989.an estimated accuracy of +/- 6 seconds.
 FC0989
 FC0989.The orthometric height was determined by differential leveling
 FC0989.and adjusted by the National Geodetic Survey in June 1991..
 FC0989
 FC0989.The geoid height was determined by GEOID03.
 FC0989
 FC0989.The dynamic height is computed by dividing the NAVD 88
 FC0989.geopotential number by the normal gravity value computed on the
 FC0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0989.degrees latitude (g = 980.6199 gals.).
 FC0989
 FC0989.The modeled gravity was interpolated from observed gravity values.
 FC0989
 FC0989;                    North         East    Units  Estimated Accuracy
 FC0989;SPC TN       -   178,880.      688,170.      MT  (+/- 180 meters Scaled)
 FC0989
 FC0989                          SUPERSEDED SURVEY CONTROL
 FC0989
 FC0989  NGVD 29 (??/??/92)  569.149  (m)         1867.28   (f) ADJ UNCH    2 0
 FC0989
 FC0989.Superseded values are not recommended for survey control.
 FC0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0989.See file dsdata.txt to determine how the superseded data were derived.
 FC0989
 FC0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE783792(NAD 83)
 FC0989_MARKER: DB = BENCH MARK DISK
 FC0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0989_STAMPING: R 44 1934
 FC0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0989+STABILITY: SURFACE MOTION
 FC0989
 FC0989  HISTORY     - Date     Condition        Report By
 FC0989  HISTORY     - 1934     MONUMENTED       CGS
 FC0989  HISTORY     - 1969     POOR             NGS
 FC0989  HISTORY     - 1980     POOR             TVA
 FC0989
 FC0989                          STATION DESCRIPTION
 FC0989
 FC0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0989'0.5 MI S FROM CROSSVILLE.
 FC0989'0.5 MILE SOUTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 FC0989'COUNTY, IN THE SOUTHEAST CORNER OF A SCHOOLYARD, 35 FEET NORTH
 FC0989'OF THE CENTERLINE OF THE SOUTH DRIVEWAY, 30 FEET WEST OF THE
 FC0989'CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF THE SOUTH END OF A
 FC0989'STONE WALL, AND 1-1/2 FEET WEST OF THE WALL.  A STANDARD DISK,
 FC0989'STAMPED R 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC0989
 FC0989                          STATION RECOVERY (1969)
 FC0989
 FC0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0989'MARK RECOVERED IN POOR CONDITION.
 FC0989
 FC0989                          STATION RECOVERY (1980)
 FC0989
 FC0989'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC0989'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2302 ***********************************************************************
 GA2302  DESIGNATION -  R 45
 GA2302  PID         -  GA2302
 GA2302  STATE/COUNTY-  TN/UNION
 GA2302  USGS QUAD   -  LUTTRELL (1988)
 GA2302
 GA2302                         *CURRENT SURVEY CONTROL
 GA2302  ___________________________________________________________________
 GA2302* NAD 83(1986)-  36 14 12.     (N)    083 41 40.     (W)     SCALED    
 GA2302* NAVD 88     -       358.381  (meters)    1175.79   (feet)  ADJUSTED  
 GA2302  ___________________________________________________________________
 GA2302  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2302  DYNAMIC HT  -         358.050 (meters)    1174.70  (feet)  COMP
 GA2302  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA2302
 GA2302  VERT ORDER  -  SECOND    CLASS 0
 GA2302
 GA2302.The horizontal coordinates were scaled from a topographic map and have
 GA2302.an estimated accuracy of +/- 6 seconds.
 GA2302
 GA2302.The orthometric height was determined by differential leveling
 GA2302.and adjusted by the National Geodetic Survey in June 1991..
 GA2302
 GA2302.The geoid height was determined by GEOID03.
 GA2302
 GA2302.The dynamic height is computed by dividing the NAVD 88
 GA2302.geopotential number by the normal gravity value computed on the
 GA2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2302.degrees latitude (g = 980.6199 gals.).
 GA2302
 GA2302.The modeled gravity was interpolated from observed gravity values.
 GA2302
 GA2302;                    North         East    Units  Estimated Accuracy
 GA2302;SPC TN       -   213,620.      807,230.      MT  (+/- 180 meters Scaled)
 GA2302
 GA2302                          SUPERSEDED SURVEY CONTROL
 GA2302
 GA2302  NGVD 29 (??/??/92)  358.445  (m)         1176.00   (f) ADJ UNCH    2 0
 GA2302
 GA2302.Superseded values are not recommended for survey control.
 GA2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2302.See file dsdata.txt to determine how the superseded data were derived.
 GA2302
 GA2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA578135(NAD 83)
 GA2302_MARKER: DB = BENCH MARK DISK
 GA2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2302_STAMPING: R 45 1934
 GA2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2302+STABILITY: SURFACE MOTION
 GA2302
 GA2302  HISTORY     - Date     Condition        Report By
 GA2302  HISTORY     - 1934     MONUMENTED       CGS
 GA2302  HISTORY     - 1949     GOOD             NGS
 GA2302
 GA2302                          STATION DESCRIPTION
 GA2302
 GA2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2302'1.8 MI SW FROM POWDER SPRINGS.
 GA2302'IN UNION COUNTY, 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GA2302'FROM THE STATION AT POWDER SPRINGS, GRAINGER COUNTY, 7 RAILS
 GA2302'SOUTHWEST OF THE UNION-GRAINGER COUNTY LINE, AT MILEAGE 25.4, AT
 GA2302'A PRIVATE-ROAD CROSSING, 53 FEET WEST OF THE CENTER OF THE
 GA2302'CROSSING, 21 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 1 FOOT
 GA2302'SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED R 45 1934 AND
 GA2302'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1735 ***********************************************************************
 FB1735  DESIGNATION -  R 46
 FB1735  PID         -  FB1735
 FB1735  STATE/COUNTY-  TN/SEVIER
 FB1735  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1735
 FB1735                         *CURRENT SURVEY CONTROL
 FB1735  ___________________________________________________________________
 FB1735* NAD 83(1986)-  35 55 09.     (N)    083 37 02.     (W)     SCALED    
 FB1735* NAVD 88     -       275.329  (meters)     903.31   (feet)  ADJUSTED  
 FB1735  ___________________________________________________________________
 FB1735  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1735  DYNAMIC HT  -         275.073 (meters)     902.47  (feet)  COMP
 FB1735  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FB1735
 FB1735  VERT ORDER  -  SECOND    CLASS 0
 FB1735
 FB1735.The horizontal coordinates were scaled from a topographic map and have
 FB1735.an estimated accuracy of +/- 6 seconds.
 FB1735
 FB1735.The orthometric height was determined by differential leveling
 FB1735.and adjusted by the National Geodetic Survey in June 1991..
 FB1735
 FB1735.The geoid height was determined by GEOID03.
 FB1735
 FB1735.The dynamic height is computed by dividing the NAVD 88
 FB1735.geopotential number by the normal gravity value computed on the
 FB1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1735.degrees latitude (g = 980.6199 gals.).
 FB1735
 FB1735.The modeled gravity was interpolated from observed gravity values.
 FB1735
 FB1735;                    North         East    Units  Estimated Accuracy
 FB1735;SPC TN       -   178,570.      815,030.      MT  (+/- 180 meters Scaled)
 FB1735
 FB1735                          SUPERSEDED SURVEY CONTROL
 FB1735
 FB1735  NGVD 29 (??/??/92)  275.467  (m)          903.76   (f) ADJ UNCH    2 0
 FB1735
 FB1735.Superseded values are not recommended for survey control.
 FB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1735.See file dsdata.txt to determine how the superseded data were derived.
 FB1735
 FB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV638781(NAD 83)
 FB1735_MARKER: DB = BENCH MARK DISK
 FB1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1735_STAMPING: R 46 1934
 FB1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1735+STABILITY: SURFACE MOTION
 FB1735
 FB1735  HISTORY     - Date     Condition        Report By
 FB1735  HISTORY     - 1934     MONUMENTED       CGS
 FB1735  HISTORY     - 1949     GOOD             TVA
 FB1735  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1735
 FB1735                          STATION DESCRIPTION
 FB1735
 FB1735'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FB1735'5.5 MI NW FROM SEVIERVILLE.
 FB1735'5.5 MILES NORTHWEST ALONG THE SMOKY MOUNTAIN RAILROAD FROM THE
 FB1735'COUNTY COURTHOUSE AT SEVIERVILLE, SEVIER COUNTY, AT REVILO, ABOUT
 FB1735'21 1/2 RAILS EAST OF THE EAST END OF STATE HIGHWAY 35 UNDERPASS,
 FB1735'ABOUT 7 1/2 RAILS EAST OF A SWITCH STAND, AND 18 FEET SOUTHWEST
 FB1735'OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED R 46 1934
 FB1735'AND SET IN THE TOP OF A CONCRETE POST.
 FB1735
 FB1735                          STATION RECOVERY (1972)
 FB1735
 FB1735'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0972 ***********************************************************************
 GB0972  DESIGNATION -  R 48
 GB0972  PID         -  GB0972
 GB0972  STATE/COUNTY-  TN/FENTRESS
 GB0972  USGS QUAD   -  BURRVILLE (1979)
 GB0972
 GB0972                         *CURRENT SURVEY CONTROL
 GB0972  ___________________________________________________________________
 GB0972* NAD 83(1986)-  36 22 15.     (N)    084 51 13.     (W)     SCALED    
 GB0972* NAVD 88     -       488.087  (meters)    1601.33   (feet)  ADJUSTED  
 GB0972  ___________________________________________________________________
 GB0972  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0972  DYNAMIC HT  -         487.663 (meters)    1599.94  (feet)  COMP
 GB0972  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 GB0972
 GB0972  VERT ORDER  -  SECOND    CLASS 0
 GB0972
 GB0972.The horizontal coordinates were scaled from a topographic map and have
 GB0972.an estimated accuracy of +/- 6 seconds.
 GB0972
 GB0972.The orthometric height was determined by differential leveling
 GB0972.and adjusted by the National Geodetic Survey in June 1991..
 GB0972
 GB0972.The geoid height was determined by GEOID03.
 GB0972
 GB0972.The dynamic height is computed by dividing the NAVD 88
 GB0972.geopotential number by the normal gravity value computed on the
 GB0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0972.degrees latitude (g = 980.6199 gals.).
 GB0972
 GB0972.The modeled gravity was interpolated from observed gravity values.
 GB0972
 GB0972;                    North         East    Units  Estimated Accuracy
 GB0972;SPC TN       -   226,670.      702,870.      MT  (+/- 180 meters Scaled)
 GB0972
 GB0972                          SUPERSEDED SURVEY CONTROL
 GB0972
 GB0972  NGVD 29 (??/??/92)  488.196  (m)         1601.69   (f) ADJ UNCH    2 0
 GB0972
 GB0972.Superseded values are not recommended for survey control.
 GB0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0972.See file dsdata.txt to determine how the superseded data were derived.
 GB0972
 GB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF925272(NAD 83)
 GB0972_MARKER: DB = BENCH MARK DISK
 GB0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0972_STAMPING: R 48 1934
 GB0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0972+STABILITY: SURFACE MOTION
 GB0972
 GB0972  HISTORY     - Date     Condition        Report By
 GB0972  HISTORY     - 1934     MONUMENTED       CGS
 GB0972
 GB0972                          STATION DESCRIPTION
 GB0972
 GB0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0972'1.9 MI E FROM ALLARDT.
 GB0972'1.9 MILES EAST ALONG STATE HIGHWAY 52 FROM ALLARDT, FENTRESS
 GB0972'COUNTY, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET
 GB0972'FROM THE EDGE OF A BANK, AND ABOUT 1 FOOT HIGHER THAN THE
 GB0972'HIGHWAY.  A STANDARD DISK, STAMPED R 48 1934 AND SET IN THE
 GB0972'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0541 ***********************************************************************
 GB0541  DESIGNATION -  R 49
 GB0541  PID         -  GB0541
 GB0541  STATE/COUNTY-  TN/SCOTT
 GB0541  USGS QUAD   -  HUNTSVILLE (1987)
 GB0541
 GB0541                         *CURRENT SURVEY CONTROL
 GB0541  ___________________________________________________________________
 GB0541* NAD 83(1986)-  36 22 46.     (N)    084 22 37.     (W)     SCALED    
 GB0541* NAVD 88     -       433.545  (meters)    1422.39   (feet)  ADJUSTED  
 GB0541  ___________________________________________________________________
 GB0541  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0541  DYNAMIC HT  -         433.165 (meters)    1421.14  (feet)  COMP
 GB0541  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GB0541
 GB0541  VERT ORDER  -  SECOND    CLASS 0
 GB0541
 GB0541.The horizontal coordinates were scaled from a topographic map and have
 GB0541.an estimated accuracy of +/- 6 seconds.
 GB0541
 GB0541.The orthometric height was determined by differential leveling
 GB0541.and adjusted by the National Geodetic Survey in June 1991..
 GB0541
 GB0541.The geoid height was determined by GEOID03.
 GB0541
 GB0541.The dynamic height is computed by dividing the NAVD 88
 GB0541.geopotential number by the normal gravity value computed on the
 GB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0541.degrees latitude (g = 980.6199 gals.).
 GB0541
 GB0541.The modeled gravity was interpolated from observed gravity values.
 GB0541
 GB0541;                    North         East    Units  Estimated Accuracy
 GB0541;SPC TN       -   228,230.      745,630.      MT  (+/- 180 meters Scaled)
 GB0541
 GB0541                          SUPERSEDED SURVEY CONTROL
 GB0541
 GB0541  NGVD 29 (??/??/92)  433.662  (m)         1422.77   (f) ADJ UNCH    2 0
 GB0541
 GB0541.Superseded values are not recommended for survey control.
 GB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0541.See file dsdata.txt to determine how the superseded data were derived.
 GB0541
 GB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF352292(NAD 83)
 GB0541_MARKER: DB = BENCH MARK DISK
 GB0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0541_SP_SET: CULVERT
 GB0541_STAMPING: R 49 1934
 GB0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0541
 GB0541  HISTORY     - Date     Condition        Report By
 GB0541  HISTORY     - 1934     MONUMENTED       CGS
 GB0541
 GB0541                          STATION DESCRIPTION
 GB0541
 GB0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0541'7.3 MI E FROM HUNTSVILLE.
 GB0541'7.3 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0541'COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL,
 GB0541'1.5 FEET EAST OF THE WEST END, AND 14 FEET NORTH OF THE CENTERLINE
 GB0541'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0589 ***********************************************************************
 GB0589  DESIGNATION -  R 50
 GB0589  PID         -  GB0589
 GB0589  STATE/COUNTY-  TN/CAMPBELL
 GB0589  USGS QUAD   -  JACKSBORO (1991)
 GB0589
 GB0589                         *CURRENT SURVEY CONTROL
 GB0589  ___________________________________________________________________
 GB0589* NAD 83(1986)-  36 17 17.     (N)    084 11 23.     (W)     SCALED    
 GB0589* NAVD 88     -       332.709  (meters)    1091.56   (feet)  ADJUSTED  
 GB0589  ___________________________________________________________________
 GB0589  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB0589  DYNAMIC HT  -         332.415 (meters)    1090.60  (feet)  COMP
 GB0589  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 GB0589
 GB0589  VERT ORDER  -  SECOND    CLASS 0
 GB0589
 GB0589.The horizontal coordinates were scaled from a topographic map and have
 GB0589.an estimated accuracy of +/- 6 seconds.
 GB0589
 GB0589.The orthometric height was determined by differential leveling
 GB0589.and adjusted by the National Geodetic Survey in June 1991..
 GB0589
 GB0589.The geoid height was determined by GEOID03.
 GB0589
 GB0589.The dynamic height is computed by dividing the NAVD 88
 GB0589.geopotential number by the normal gravity value computed on the
 GB0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0589.degrees latitude (g = 980.6199 gals.).
 GB0589
 GB0589.The modeled gravity was interpolated from observed gravity values.
 GB0589
 GB0589;                    North         East    Units  Estimated Accuracy
 GB0589;SPC TN       -   218,380.      762,610.      MT  (+/- 180 meters Scaled)
 GB0589
 GB0589                          SUPERSEDED SURVEY CONTROL
 GB0589
 GB0589  NGVD 29 (??/??/92)  332.823  (m)         1091.94   (f) ADJ UNCH    2 0
 GB0589
 GB0589.Superseded values are not recommended for survey control.
 GB0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0589.See file dsdata.txt to determine how the superseded data were derived.
 GB0589
 GB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF523195(NAD 83)
 GB0589_MARKER: DB = BENCH MARK DISK
 GB0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0589_SP_SET: TUNNEL BACK WALL
 GB0589_STAMPING: R 50 1934
 GB0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0589
 GB0589  HISTORY     - Date     Condition        Report By
 GB0589  HISTORY     - 1934     MONUMENTED       CGS
 GB0589
 GB0589                          STATION DESCRIPTION
 GB0589
 GB0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0589'1.3 MI N FROM VASPER.
 GB0589'1.3 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0589'FROM VASPER, CAMPBELL COUNTY, 5-3/4 RAILS SOUTH OF THE SOUTH
 GB0589'PORTAL OF A TUNNEL, IN THE TOP OF A CONCRETE BACK WALL, AND
 GB0589'6 FEET WEST OF THE WEST RAIL.  A STANDARD DISK STAMPED R 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2623 ***********************************************************************
 GA2623  DESIGNATION -  R 51
 GA2623  PID         -  GA2623
 GA2623  STATE/COUNTY-  TN/CLAIBORNE
 GA2623  USGS QUAD   -  EAGAN (1953)
 GA2623
 GA2623                         *CURRENT SURVEY CONTROL
 GA2623  ___________________________________________________________________
 GA2623* NAD 83(1986)-  36 35 06.     (N)    083 54 08.     (W)     SCALED    
 GA2623* NAVD 88     -       380.306  (meters)    1247.72   (feet)  ADJUSTED  
 GA2623  ___________________________________________________________________
 GA2623  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2623  DYNAMIC HT  -         379.971 (meters)    1246.62  (feet)  COMP
 GA2623  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 GA2623
 GA2623  VERT ORDER  -  SECOND    CLASS 0
 GA2623
 GA2623.The horizontal coordinates were scaled from a topographic map and have
 GA2623.an estimated accuracy of +/- 6 seconds.
 GA2623
 GA2623.The orthometric height was determined by differential leveling
 GA2623.and adjusted by the National Geodetic Survey in June 1991..
 GA2623
 GA2623.The geoid height was determined by GEOID03.
 GA2623
 GA2623.The dynamic height is computed by dividing the NAVD 88
 GA2623.geopotential number by the normal gravity value computed on the
 GA2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2623.degrees latitude (g = 980.6199 gals.).
 GA2623
 GA2623.The modeled gravity was interpolated from observed gravity values.
 GA2623
 GA2623;                    North         East    Units  Estimated Accuracy
 GA2623;SPC TN       -   251,840.      787,730.      MT  (+/- 180 meters Scaled)
 GA2623
 GA2623                          SUPERSEDED SURVEY CONTROL
 GA2623
 GA2623  NGVD 29 (??/??/92)  380.435  (m)         1248.14   (f) ADJ UNCH    2 0
 GA2623
 GA2623.Superseded values are not recommended for survey control.
 GA2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2623.See file dsdata.txt to determine how the superseded data were derived.
 GA2623
 GA2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA403527(NAD 83)
 GA2623_MARKER: DB = BENCH MARK DISK
 GA2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2623_STAMPING: R 51 1934
 GA2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2623+STABILITY: SURFACE MOTION
 GA2623
 GA2623  HISTORY     - Date     Condition        Report By
 GA2623  HISTORY     - 1934     MONUMENTED       CGS
 GA2623  HISTORY     - 1951     GOOD             NGS
 GA2623
 GA2623                          STATION DESCRIPTION
 GA2623
 GA2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2623'AT PRUDEN.
 GA2623'AT PRUDEN, ON THE SOUTHERN RAILWAY, ABOUT 0.1 MILE SOUTHWEST OF
 GA2623'THE KENTUCKY-TENNESSEE STATE LINE, 269 FEET SOUTHWEST AND ACROSS
 GA2623'THE TRACK FROM THE WEST CORNER OF THE STATION, 272 FEET SOUTHWEST
 GA2623'OF MILE POST 83, 17 FEET NORTHWEST OF THE NORTHWEST RAIL, 58 1/2
 GA2623'FEET NORTHEAST OF THE EAST CORNER OF A TOOL SHED, 76 FEET SOUTHEAST
 GA2623'OF THE CENTER LINE OF STATE HIGHWAY 90, 1 FOOT SOUTHEAST OF A WHITE
 GA2623'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 GA2623'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0381 ***********************************************************************
 GA0381  DESIGNATION -  R 52
 GA0381  PID         -  GA0381
 GA0381  STATE/COUNTY-  TN/UNICOI
 GA0381  USGS QUAD   -  UNICOI (1978)
 GA0381
 GA0381                         *CURRENT SURVEY CONTROL
 GA0381  ___________________________________________________________________
 GA0381* NAD 83(1986)-  36 12 04.     (N)    082 21 03.     (W)     SCALED    
 GA0381* NAVD 88     -       594.136  (meters)    1949.26   (feet)  ADJUSTED  
 GA0381  ___________________________________________________________________
 GA0381  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0381  DYNAMIC HT  -         593.553 (meters)    1947.35  (feet)  COMP
 GA0381  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 GA0381
 GA0381  VERT ORDER  -  SECOND    CLASS 0
 GA0381
 GA0381.The horizontal coordinates were scaled from a topographic map and have
 GA0381.an estimated accuracy of +/- 6 seconds.
 GA0381
 GA0381.The orthometric height was determined by differential leveling
 GA0381.and adjusted by the National Geodetic Survey in June 1991..
 GA0381
 GA0381.The geoid height was determined by GEOID03.
 GA0381
 GA0381.The dynamic height is computed by dividing the NAVD 88
 GA0381.geopotential number by the normal gravity value computed on the
 GA0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0381.degrees latitude (g = 980.6199 gals.).
 GA0381
 GA0381.The modeled gravity was interpolated from observed gravity values.
 GA0381
 GA0381;                    North         East    Units  Estimated Accuracy
 GA0381;SPC TN       -   213,350.      928,100.      MT  (+/- 180 meters Scaled)
 GA0381
 GA0381                          SUPERSEDED SURVEY CONTROL
 GA0381
 GA0381  NGVD 29 (??/??/92)  594.247  (m)         1949.63   (f) ADJ UNCH    2 0
 GA0381
 GA0381.Superseded values are not recommended for survey control.
 GA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0381.See file dsdata.txt to determine how the superseded data were derived.
 GA0381
 GA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785071(NAD 83)
 GA0381_MARKER: DB = BENCH MARK DISK
 GA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0381_STAMPING: R 52 1934
 GA0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0381+STABILITY: SURFACE MOTION
 GA0381
 GA0381  HISTORY     - Date     Condition        Report By
 GA0381  HISTORY     - 1934     MONUMENTED       CGS
 GA0381  HISTORY     - 1935     GOOD             NGS
 GA0381  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GA0381
 GA0381                          STATION DESCRIPTION
 GA0381
 GA0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0381'0.3 MI N FROM UNICOI.
 GA0381'0.3 MILE NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION AT
 GA0381'UNICOI, UNICOI COUNTY, 18 FEET NORTH OF A PRIVATE-GRADE CROSSING,
 GA0381'27 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 28 FEET NORTHEAST
 GA0381'OF A POLE.  A STANDARD DISK, STAMPED R 52 1934 AND SET IN THE
 GA0381'TOP OF A CONCRETE POST.
 GA0381
 GA0381                          STATION RECOVERY (1935)
 GA0381
 GA0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0381'RECOVERED IN GOOD CONDITION.
 GA0381
 GA0381                          STATION RECOVERY (1980)
 GA0381
 GA0381'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA0381'THE RAILROAD HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1210 ***********************************************************************
 FB1210  DESIGNATION -  R 53
 FB1210  PID         -  FB1210
 FB1210  STATE/COUNTY-  TN/SEVIER
 FB1210  USGS QUAD   -  CLINGMANS DOME (1964)
 FB1210
 FB1210                         *CURRENT SURVEY CONTROL
 FB1210  ___________________________________________________________________
 FB1210* NAD 83(1986)-  35 37 06.     (N)    083 25 49.     (W)     SCALED    
 FB1210* NAVD 88     -      1287.380  (meters)    4223.68   (feet)  ADJUSTED  
 FB1210  ___________________________________________________________________
 FB1210  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB1210  DYNAMIC HT  -        1285.892 (meters)    4218.80  (feet)  COMP
 FB1210  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 FB1210
 FB1210  VERT ORDER  -  SECOND    CLASS 0
 FB1210
 FB1210.The horizontal coordinates were scaled from a topographic map and have
 FB1210.an estimated accuracy of +/- 6 seconds.
 FB1210
 FB1210.The orthometric height was determined by differential leveling
 FB1210.and adjusted by the National Geodetic Survey in June 1991..
 FB1210
 FB1210.The geoid height was determined by GEOID03.
 FB1210
 FB1210.The dynamic height is computed by dividing the NAVD 88
 FB1210.geopotential number by the normal gravity value computed on the
 FB1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1210.degrees latitude (g = 980.6199 gals.).
 FB1210
 FB1210.The modeled gravity was interpolated from observed gravity values.
 FB1210
 FB1210;                    North         East    Units  Estimated Accuracy
 FB1210;SPC TN       -   145,630.      832,770.      MT  (+/- 180 meters Scaled)
 FB1210
 FB1210                          SUPERSEDED SURVEY CONTROL
 FB1210
 FB1210  NGVD 29 (??/??/92) 1287.350  (m)         4223.58   (f) ADJ UNCH    2 0
 FB1210
 FB1210.Superseded values are not recommended for survey control.
 FB1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1210.See file dsdata.txt to determine how the superseded data were derived.
 FB1210
 FB1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV798443(NAD 83)
 FB1210_MARKER: DB = BENCH MARK DISK
 FB1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1210_STAMPING: R 53 1934
 FB1210_MARK LOGO: CGS   
 FB1210_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1210+STABILITY: SURFACE MOTION
 FB1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1210+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 FB1210
 FB1210  HISTORY     - Date     Condition        Report By
 FB1210  HISTORY     - 1934     MONUMENTED       CGS
 FB1210  HISTORY     - 1934     GOOD             NGS
 FB1210  HISTORY     - 1964     GOOD             USGS
 FB1210  HISTORY     - 20010605 GOOD             NCGS
 FB1210
 FB1210                          STATION DESCRIPTION
 FB1210
 FB1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1210'12.4 MI SE FROM GATLINBURG.
 FB1210'12.4 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1210'SEVIER COUNTY, AMONG A PILE OF BOULDERS, 6 FEET WEST OF A 36-INCH
 FB1210'SPRUCE TREE, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FB1210'A STANDARD DISK, STAMPED R 53 1934 AND SET IN THE TOP OF A
 FB1210'CONCRETE POST.
 FB1210
 FB1210                          STATION RECOVERY (1964)
 FB1210
 FB1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FB1210'RECOVERED IN GOOD CONDITION.
 FB1210
 FB1210                          STATION RECOVERY (2001)
 FB1210
 FB1210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB1210'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FB1210'MARK IS ABOUT 2-FT HIGHER THAN US 441 AND PROJECTS 8-INCHES ABOVE THE
 FB1210'GROUND. LOCATED 53.0 FT (16.2 M) SOUTH OF THE CENTERLINE OF US 441,
 FB1210'112.0 FT (34.1 M) EAST OF THE CENTER OF THE SOUTH STONE HEADWALL OF A
 FB1210'SMALL BOX CULVERT, 300.0 FT (91.4 M) EAST OF THE CENTER OF THE SOUTH
 FB1210'STONE HEADWALL OF A LARGE BOX CULVERT--AND 9.4 FT (2.9 M) SOUTH OF
 FB1210'48-INCH SPRUCE (STUMP ONLY), 11.5 FT (3.5 M) SOUTH-SOUTHWEST OF A
 FB1210'12-INCH BIRCH, 7.5 FT (2.3 M) NORTHEAST OF A 8-INCH BIRCH--ALL THREE
 FB1210'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2679 ***********************************************************************
 GA2679  DESIGNATION -  R 54
 GA2679  PID         -  GA2679
 GA2679  STATE/COUNTY-  TN/CLAIBORNE
 GA2679  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2679
 GA2679                         *CURRENT SURVEY CONTROL
 GA2679  ___________________________________________________________________
 GA2679* NAD 83(1986)-  36 35 55.     (N)    083 40 06.     (W)     SCALED    
 GA2679* NAVD 88     -       396.607  (meters)    1301.20   (feet)  ADJUSTED  
 GA2679  ___________________________________________________________________
 GA2679  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2679  DYNAMIC HT  -         396.259 (meters)    1300.06  (feet)  COMP
 GA2679  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA2679
 GA2679  VERT ORDER  -  SECOND    CLASS 0
 GA2679
 GA2679.The horizontal coordinates were scaled from a topographic map and have
 GA2679.an estimated accuracy of +/- 6 seconds.
 GA2679
 GA2679.The orthometric height was determined by differential leveling
 GA2679.and adjusted by the National Geodetic Survey in June 1991..
 GA2679
 GA2679.The geoid height was determined by GEOID03.
 GA2679
 GA2679.The dynamic height is computed by dividing the NAVD 88
 GA2679.geopotential number by the normal gravity value computed on the
 GA2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2679.degrees latitude (g = 980.6199 gals.).
 GA2679
 GA2679.The modeled gravity was interpolated from observed gravity values.
 GA2679
 GA2679;                    North         East    Units  Estimated Accuracy
 GA2679;SPC TN       -   253,820.      808,620.      MT  (+/- 180 meters Scaled)
 GA2679
 GA2679                          SUPERSEDED SURVEY CONTROL
 GA2679
 GA2679  NGVD 29 (??/??/92)  396.744  (m)         1301.65   (f) ADJ UNCH    2 0
 GA2679
 GA2679.Superseded values are not recommended for survey control.
 GA2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2679.See file dsdata.txt to determine how the superseded data were derived.
 GA2679
 GA2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA613536(NAD 83)
 GA2679_MARKER: DB = BENCH MARK DISK
 GA2679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2679_SP_SET: BUILDING
 GA2679_STAMPING: R 54 1934
 GA2679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2679
 GA2679  HISTORY     - Date     Condition        Report By
 GA2679  HISTORY     - 1934     MONUMENTED       CGS
 GA2679  HISTORY     - 20050527 GOOD             USPSQD
 GA2679
 GA2679                          STATION DESCRIPTION
 GA2679
 GA2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2679'AT CUMBERLAND GAP.
 GA2679'AT CUMBERLAND GAP, CLAIBORNE COUNTY, ONE BLOCK EAST OF HOTEL
 GA2679'CUMBERLAND GAP, NORTHEAST OF STREET INTERSECTIONS AT U.S. HIGHWAY
 GA2679'25 E, AT THE STORE BUILDING OF J.D. ESTEP, IN THE FRONT BRICK WALL,
 GA2679'AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED R 54 1934
 GA2679'AND SET VERTICALLY.
 GA2679
 GA2679                          STATION RECOVERY (2005)
 GA2679
 GA2679'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GA2679'HOTEL CUMBERLAND IS GONE ( AS IS THE BUILDING ITSELF)
 GA2679'US HWY 25 E IS REROUTED.
 GA2679'STORE OF J.D. ESTREP CONTAINING THE MARKER IS NOW WEBB'S COUNTRY
 GA2679'KITCHEN. IT IS LOCATED ON THE NW CORNER OF THE INTERSECTION OF
 GA2679'BROOKLYN ST. AND COLWNY AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1565 ***********************************************************************
 GA1565  DESIGNATION -  R 55
 GA1565  PID         -  GA1565
 GA1565  STATE/COUNTY-  TN/HAWKINS
 GA1565  USGS QUAD   -  KYLES FORD (1969)
 GA1565
 GA1565                         *CURRENT SURVEY CONTROL
 GA1565  ___________________________________________________________________
 GA1565* NAD 83(1986)-  36 32 58.     (N)    083 01 29.     (W)     SCALED    
 GA1565* NAVD 88     -       414.781  (meters)    1360.83   (feet)  ADJUSTED  
 GA1565  ___________________________________________________________________
 GA1565  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA1565  DYNAMIC HT  -         414.410 (meters)    1359.61  (feet)  COMP
 GA1565  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 GA1565
 GA1565  VERT ORDER  -  SECOND    CLASS 0
 GA1565
 GA1565.The horizontal coordinates were scaled from a topographic map and have
 GA1565.an estimated accuracy of +/- 6 seconds.
 GA1565
 GA1565.The orthometric height was determined by differential leveling
 GA1565.and adjusted by the National Geodetic Survey in June 1991..
 GA1565
 GA1565.The geoid height was determined by GEOID03.
 GA1565
 GA1565.The dynamic height is computed by dividing the NAVD 88
 GA1565.geopotential number by the normal gravity value computed on the
 GA1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1565.degrees latitude (g = 980.6199 gals.).
 GA1565
 GA1565.The modeled gravity was interpolated from observed gravity values.
 GA1565
 GA1565;                    North         East    Units  Estimated Accuracy
 GA1565;SPC TN       -   249,930.      866,360.      MT  (+/- 180 meters Scaled)
 GA1565
 GA1565                          SUPERSEDED SURVEY CONTROL
 GA1565
 GA1565  NGVD 29 (??/??/92)  414.933  (m)         1361.33   (f) ADJ UNCH    2 0
 GA1565
 GA1565.Superseded values are not recommended for survey control.
 GA1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1565.See file dsdata.txt to determine how the superseded data were derived.
 GA1565
 GA1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA187468(NAD 83)
 GA1565_MARKER: DB = BENCH MARK DISK
 GA1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1565_SP_SET: DAM
 GA1565_STAMPING: R 55 1934
 GA1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1565
 GA1565  HISTORY     - Date     Condition        Report By
 GA1565  HISTORY     - 1934     MONUMENTED       CGS
 GA1565  HISTORY     - 1935     GOOD             NGS
 GA1565
 GA1565                          STATION DESCRIPTION
 GA1565
 GA1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1565'17 MI N FROM ROGERSVILLE.
 GA1565'17.0 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1565'HAWKINS COUNTY, AT THE MILL CREEK DAM, 20 FEET EAST OF THE
 GA1565'CENTERLINE OF THE HIGHWAY AND IN THE TOP OF THE CENTER OF THE
 GA1565'WEST CONCRETE WING WALL.  A STANDARD DISK, STAMPED R 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0648 ***********************************************************************
 GA0648  DESIGNATION -  R 57
 GA0648  PID         -  GA0648
 GA0648  STATE/COUNTY-  TN/SULLIVAN
 GA0648  USGS QUAD   -  BOONE DAM (1968)
 GA0648
 GA0648                         *CURRENT SURVEY CONTROL
 GA0648  ___________________________________________________________________
 GA0648* NAD 83(1986)-  36 29 26.     (N)    082 29 15.     (W)     SCALED    
 GA0648* NAVD 88     -       417.504  (meters)    1369.76   (feet)  ADJUSTED  
 GA0648  ___________________________________________________________________
 GA0648  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0648  DYNAMIC HT  -         417.118 (meters)    1368.49  (feet)  COMP
 GA0648  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 GA0648
 GA0648  VERT ORDER  -  SECOND    CLASS 0
 GA0648
 GA0648.The horizontal coordinates were scaled from a topographic map and have
 GA0648.an estimated accuracy of +/- 6 seconds.
 GA0648
 GA0648.The orthometric height was determined by differential leveling
 GA0648.and adjusted by the National Geodetic Survey in June 1991..
 GA0648
 GA0648.The geoid height was determined by GEOID03.
 GA0648
 GA0648.The dynamic height is computed by dividing the NAVD 88
 GA0648.geopotential number by the normal gravity value computed on the
 GA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0648.degrees latitude (g = 980.6199 gals.).
 GA0648
 GA0648.The modeled gravity was interpolated from observed gravity values.
 GA0648
 GA0648;                    North         East    Units  Estimated Accuracy
 GA0648;SPC TN       -   245,000.      914,660.      MT  (+/- 180 meters Scaled)
 GA0648
 GA0648                          SUPERSEDED SURVEY CONTROL
 GA0648
 GA0648  NGVD 29 (??/??/92)  417.648  (m)         1370.23   (f) ADJ UNCH    2 0
 GA0648
 GA0648.Superseded values are not recommended for survey control.
 GA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0648.See file dsdata.txt to determine how the superseded data were derived.
 GA0648
 GA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA667393(NAD 83)
 GA0648_MARKER: DB = BENCH MARK DISK
 GA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0648_STAMPING: R 57 1934
 GA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0648+STABILITY: SURFACE MOTION
 GA0648
 GA0648  HISTORY     - Date     Condition        Report By
 GA0648  HISTORY     - 1934     MONUMENTED       CGS
 GA0648
 GA0648                          STATION DESCRIPTION
 GA0648
 GA0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0648'19.3 MI NW FROM JOHNSON CITY.
 GA0648'IN SULLIVAN COUNTY, 19.3 MILES NORTHWEST ALONG THE CLINCHFIELD
 GA0648'RAILROAD FROM JOHNSON CITY, WASHINGTON COUNTY, AT MILEAGE 100.9,
 GA0648'3-1/2 RAILS SOUTH OF A LIMESTONE CUT, 50 FEET NORTH OF A
 GA0648'PRIVATE-ROAD CROSSING, AND 30 FEET WEST OF THE CENTERLINE OF
 GA0648'THE TRACK.  A STANDARD DISK, STAMPED R 57 1934 AND SET IN THE TOP
 GA0648'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0953 ***********************************************************************
 FZ0953  DESIGNATION -  R 58
 FZ0953  PID         -  FZ0953
 FZ0953  STATE/COUNTY-  TN/JOHNSON
 FZ0953  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0953
 FZ0953                         *CURRENT SURVEY CONTROL
 FZ0953  ___________________________________________________________________
 FZ0953* NAD 83(1986)-  36 25 56.     (N)    081 46 48.     (W)     SCALED    
 FZ0953* NAVD 88     -       710.878  (meters)    2332.27   (feet)  ADJUSTED  
 FZ0953  ___________________________________________________________________
 FZ0953  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0953  DYNAMIC HT  -         710.154 (meters)    2329.90  (feet)  COMP
 FZ0953  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 FZ0953
 FZ0953  VERT ORDER  -  SECOND    CLASS 0
 FZ0953
 FZ0953.The horizontal coordinates were scaled from a topographic map and have
 FZ0953.an estimated accuracy of +/- 6 seconds.
 FZ0953
 FZ0953.The orthometric height was determined by differential leveling
 FZ0953.and adjusted by the National Geodetic Survey in June 1991..
 FZ0953
 FZ0953.The geoid height was determined by GEOID03.
 FZ0953
 FZ0953.The dynamic height is computed by dividing the NAVD 88
 FZ0953.geopotential number by the normal gravity value computed on the
 FZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0953.degrees latitude (g = 980.6199 gals.).
 FZ0953
 FZ0953.The modeled gravity was interpolated from observed gravity values.
 FZ0953
 FZ0953;                    North         East    Units  Estimated Accuracy
 FZ0953;SPC TN       -   241,030.      978,290.      MT  (+/- 180 meters Scaled)
 FZ0953
 FZ0953                          SUPERSEDED SURVEY CONTROL
 FZ0953
 FZ0953  NGVD 29 (??/??/92)  710.933  (m)         2332.45   (f) ADJ UNCH    2 0
 FZ0953
 FZ0953.Superseded values are not recommended for survey control.
 FZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0953.See file dsdata.txt to determine how the superseded data were derived.
 FZ0953
 FZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA300321(NAD 83)
 FZ0953_MARKER: DB = BENCH MARK DISK
 FZ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0953_STAMPING: 2332.627 R 58 1934
 FZ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0953+STABILITY: SURFACE MOTION
 FZ0953
 FZ0953  HISTORY     - Date     Condition        Report By
 FZ0953  HISTORY     - 1934     MONUMENTED       CGS
 FZ0953
 FZ0953                          STATION DESCRIPTION
 FZ0953
 FZ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0953'1.8 MI S FROM SHOUNS.
 FZ0953'1.8 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM SHOUNS, JOHNSON
 FZ0953'COUNTY, 100 YARDS SOUTH OF FORGE CREEK BRIDGE, 60 YARDS SOUTH
 FZ0953'OF AN OLD FRAME WAREHOUSE, 50 YARDS SOUTH OF A COUNTY ROAD LEADING
 FZ0953'EAST, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 FZ0953'WEST OF A FENCE LINE, AND ON A BANK 4 FEET HIGHER THAN THE
 FZ0953'HIGHWAY.  A STANDARD DISK, STAMPED 2332.627 R 58 1934 AND SET IN
 FZ0953'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0823 ***********************************************************************
 GD0823  DESIGNATION -  R 59
 GD0823  PID         -  GD0823
 GD0823  STATE/COUNTY-  TN/DYER
 GD0823  USGS QUAD   -  NEWBERN (1983)
 GD0823
 GD0823                         *CURRENT SURVEY CONTROL
 GD0823  ___________________________________________________________________
 GD0823* NAD 83(1986)-  36 01 33.     (N)    089 19 19.     (W)     SCALED    
 GD0823* NAVD 88     -        96.457  (meters)     316.46   (feet)  ADJUSTED  
 GD0823  ___________________________________________________________________
 GD0823  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0823  DYNAMIC HT  -          96.375 (meters)     316.19  (feet)  COMP
 GD0823  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 GD0823
 GD0823  VERT ORDER  -  SECOND    CLASS 0
 GD0823
 GD0823.The horizontal coordinates were scaled from a topographic map and have
 GD0823.an estimated accuracy of +/- 6 seconds.
 GD0823
 GD0823.The orthometric height was determined by differential leveling
 GD0823.and adjusted by the National Geodetic Survey in June 1991..
 GD0823
 GD0823.The geoid height was determined by GEOID03.
 GD0823
 GD0823.The dynamic height is computed by dividing the NAVD 88
 GD0823.geopotential number by the normal gravity value computed on the
 GD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0823.degrees latitude (g = 980.6199 gals.).
 GD0823
 GD0823.The modeled gravity was interpolated from observed gravity values.
 GD0823
 GD0823;                    North         East    Units  Estimated Accuracy
 GD0823;SPC TN       -   192,860.      300,650.      MT  (+/- 180 meters Scaled)
 GD0823
 GD0823                          SUPERSEDED SURVEY CONTROL
 GD0823
 GD0823  NGVD 29 (??/??/??)   96.412  (m)          316.31   (f) ADJUSTED    2 0
 GD0823
 GD0823.Superseded values are not recommended for survey control.
 GD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0823.See file dsdata.txt to determine how the superseded data were derived.
 GD0823
 GD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE907893(NAD 83)
 GD0823_MARKER: DB = BENCH MARK DISK
 GD0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0823_STAMPING: R 59 1935
 GD0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0823+STABILITY: SURFACE MOTION
 GD0823
 GD0823  HISTORY     - Date     Condition        Report By
 GD0823  HISTORY     - 1935     MONUMENTED       CGS
 GD0823  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0823
 GD0823                          STATION DESCRIPTION
 GD0823
 GD0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0823'2.3 MI W FROM ROELLEN.
 GD0823'2.3 MILES WEST ALONG STATE HIGHWAY 104 FROM THE PRESBYTERIAN CHURCH
 GD0823'AT ROELLEN, DYER COUNTY, 200 FEET NORTHEAST OF THE BANES FARMHOUSE
 GD0823'IN 1935, 125 FEET WEST OF THE JUNCTION OF A T-ROAD LEADING NORTH,
 GD0823'AND 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GD0823'DISK, STAMPED R 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0823'NOTE-- IT IS UNDER GRAVEL ROAD.
 GD0823
 GD0823                          STATION RECOVERY (1952)
 GD0823
 GD0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GD0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0153 ***********************************************************************
 FD0153  DESIGNATION -  R 6
 FD0153  PID         -  FD0153
 FD0153  STATE/COUNTY-  TN/FRANKLIN
 FD0153  USGS QUAD   -  TULLAHOMA (1982)
 FD0153
 FD0153                         *CURRENT SURVEY CONTROL
 FD0153  ___________________________________________________________________
 FD0153* NAD 83(1986)-  35 18 47.     (N)    086 09 54.     (W)     SCALED    
 FD0153* NAVD 88     -       315.944  (meters)    1036.56   (feet)  ADJUSTED  
 FD0153  ___________________________________________________________________
 FD0153  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0153  DYNAMIC HT  -         315.638 (meters)    1035.56  (feet)  COMP
 FD0153  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FD0153
 FD0153  VERT ORDER  -  FIRST     CLASS II
 FD0153
 FD0153.The horizontal coordinates were scaled from a topographic map and have
 FD0153.an estimated accuracy of +/- 6 seconds.
 FD0153
 FD0153.The orthometric height was determined by differential leveling
 FD0153.and adjusted by the National Geodetic Survey in June 1991..
 FD0153
 FD0153.The geoid height was determined by GEOID03.
 FD0153
 FD0153.The dynamic height is computed by dividing the NAVD 88
 FD0153.geopotential number by the normal gravity value computed on the
 FD0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0153.degrees latitude (g = 980.6199 gals.).
 FD0153
 FD0153.The modeled gravity was interpolated from observed gravity values.
 FD0153
 FD0153;                    North         East    Units  Estimated Accuracy
 FD0153;SPC TN       -   108,710.      585,000.      MT  (+/- 180 meters Scaled)
 FD0153
 FD0153                          SUPERSEDED SURVEY CONTROL
 FD0153
 FD0153  NGVD 29 (??/??/92)  315.920  (m)         1036.48   (f) ADJ UNCH    1 2
 FD0153
 FD0153.Superseded values are not recommended for survey control.
 FD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0153.See file dsdata.txt to determine how the superseded data were derived.
 FD0153
 FD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE759080(NAD 83)
 FD0153_MARKER: DB = BENCH MARK DISK
 FD0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0153_SP_SET: CULVERT
 FD0153_STAMPING: 1036.812 R 6 1930
 FD0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0153
 FD0153  HISTORY     - Date     Condition        Report By
 FD0153  HISTORY     - 1930     MONUMENTED       CGS
 FD0153  HISTORY     - 1944     GOOD             NGS
 FD0153  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0153
 FD0153                          STATION DESCRIPTION
 FD0153
 FD0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FD0153'3.6 MI N FROM ESTILL SPRINGS.
 FD0153'3.6 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0153'RAILWAY FROM ESTILL SPRINGS, FRANKLIN COUNTY, OPPOSITE POLE
 FD0153'73/8, AT CULVERT 73/3, AND IN THE TOP OF THE WEST HEADWALL.
 FD0153'A STANDARD DISK, STAMPED 1036.812 R 6 1930.
 FD0153
 FD0153                          STATION RECOVERY (1972)
 FD0153
 FD0153'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0772 ***********************************************************************
 FE0772  DESIGNATION -  R 60 RESET
 FE0772  PID         -  FE0772
 FE0772  STATE/COUNTY-  TN/GIBSON
 FE0772  USGS QUAD   -  TRENTON (1981)
 FE0772
 FE0772                         *CURRENT SURVEY CONTROL
 FE0772  ___________________________________________________________________
 FE0772* NAD 83(1986)-  35 58 53.     (N)    088 58 48.     (W)     SCALED    
 FE0772* NAVD 88     -       119.70   (+/-2cm)     392.7    (feet)  VERTCON   
 FE0772  ___________________________________________________________________
 FE0772  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0772
 FE0772  VERT ORDER  -  THIRD (See Below)
 FE0772
 FE0772.The horizontal coordinates were scaled from a topographic map and have
 FE0772.an estimated accuracy of +/- 6 seconds.
 FE0772
 FE0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0772.The vertical order pertains to the NGVD 29 superseded value.
 FE0772
 FE0772.The geoid height was determined by GEOID03.
 FE0772
 FE0772;                    North         East    Units  Estimated Accuracy
 FE0772;SPC TN       -   186,940.      331,300.      MT  (+/- 180 meters Scaled)
 FE0772
 FE0772                          SUPERSEDED SURVEY CONTROL
 FE0772
 FE0772  NGVD 29 (??/??/??)  119.73   (m)          392.8    (f) RESET       3  
 FE0772
 FE0772.Superseded values are not recommended for survey control.
 FE0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0772.See file dsdata.txt to determine how the superseded data were derived.
 FE0772
 FE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE214836(NAD 83)
 FE0772_MARKER: DD = SURVEY DISK
 FE0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0772_STAMPING: R 60 RESET 1939
 FE0772_MARK LOGO: CGS   
 FE0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0772+STABILITY: SURFACE MOTION
 FE0772
 FE0772  HISTORY     - Date     Condition        Report By
 FE0772  HISTORY     - 1939     MONUMENTED       TNHD
 FE0772
 FE0772                          STATION DESCRIPTION
 FE0772
 FE0772'DESCRIBED BY TN HIGHWAY DEPT 1939
 FE0772'1.7 MI W FROM TRENTON.
 FE0772'1.7 MILES WEST ALONG STATE HIGHWAY 104 FROM TRENTON, GIBSON
 FE0772'COUNTY, ABOUT 500 FEET EAST OF CALLAHANS STORE IN 1939, 85 FEET
 FE0772'EAST OF A DRIVEWAY TO THE E.B. RAGANS FARMHOUSE IN 1939, AND 50
 FE0772'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FE0772'STAMPED R 60 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
 FE0772'NOTE-- THIS BENCH MARK WAS ESTABLISHED IN THE SUMMER OF 1939 BY
 FE0772'ENGINEERS OF THE TENNESSEE DEPARTMENT OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0893 ***********************************************************************
 FE0893  DESIGNATION -  R 61
 FE0893  PID         -  FE0893
 FE0893  STATE/COUNTY-  TN/HAYWOOD
 FE0893  USGS QUAD   -  TIBBS (1981)
 FE0893
 FE0893                         *CURRENT SURVEY CONTROL
 FE0893  ___________________________________________________________________
 FE0893* NAD 83(1986)-  35 39 31.     (N)    089 21 52.     (W)     SCALED    
 FE0893* NAVD 88     -       104.192  (meters)     341.84   (feet)  ADJUSTED  
 FE0893  ___________________________________________________________________
 FE0893  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0893  DYNAMIC HT  -         104.102 (meters)     341.54  (feet)  COMP
 FE0893  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 FE0893
 FE0893  VERT ORDER  -  SECOND    CLASS 0
 FE0893
 FE0893.The horizontal coordinates were scaled from a topographic map and have
 FE0893.an estimated accuracy of +/- 6 seconds.
 FE0893
 FE0893.The orthometric height was determined by differential leveling
 FE0893.and adjusted by the National Geodetic Survey in June 1991..
 FE0893
 FE0893.The geoid height was determined by GEOID03.
 FE0893
 FE0893.The dynamic height is computed by dividing the NAVD 88
 FE0893.geopotential number by the normal gravity value computed on the
 FE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0893.degrees latitude (g = 980.6199 gals.).
 FE0893
 FE0893.The modeled gravity was interpolated from observed gravity values.
 FE0893
 FE0893;                    North         East    Units  Estimated Accuracy
 FE0893;SPC TN       -   152,270.      295,420.      MT  (+/- 180 meters Scaled)
 FE0893
 FE0893                          SUPERSEDED SURVEY CONTROL
 FE0893
 FE0893  NGVD 29 (??/??/??)  104.193  (m)          341.84   (f) ADJUSTED    2 0
 FE0893
 FE0893.Superseded values are not recommended for survey control.
 FE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0893.See file dsdata.txt to determine how the superseded data were derived.
 FE0893
 FE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE859486(NAD 83)
 FE0893_MARKER: DB = BENCH MARK DISK
 FE0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0893_STAMPING: R 61 1935
 FE0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0893+STABILITY: SURFACE MOTION
 FE0893
 FE0893  HISTORY     - Date     Condition        Report By
 FE0893  HISTORY     - 1935     MONUMENTED       CGS
 FE0893  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0893
 FE0893                          STATION DESCRIPTION
 FE0893
 FE0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0893'3.6 MI SE FROM NUT RUSH.
 FE0893'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM NUT BUSH, HAYWOOD
 FE0893'COUNTY, AT A ROAD JUNCTION, 14 YARDS NORTH OF THE CENTERLINE OF
 FE0893'THE HIGHWAY, 10 YARDS EAST OF THE T-ROAD LEADING NORTH, AND 4-1/2
 FE0893'FEET EAST OF A 6-INCH MULBERRY TREE.  A STANDARD DISK, STAMPED
 FE0893'R 61 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FE0893'BELIEVED TO BE BURIED, THE POINT DESCRIBED IS IN A DIRT ROAD.
 FE0893
 FE0893                          STATION RECOVERY (1958)
 FE0893
 FE0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0791 ***********************************************************************
 FE0791  DESIGNATION -  R 62
 FE0791  PID         -  FE0791
 FE0791  STATE/COUNTY-  TN/GIBSON
 FE0791  USGS QUAD   -  MILAN (1983)
 FE0791
 FE0791                         *CURRENT SURVEY CONTROL
 FE0791  ___________________________________________________________________
 FE0791* NAD 83(1986)-  35 52 34.     (N)    088 50 51.     (W)     SCALED    
 FE0791* NAVD 88     -       119.644  (meters)     392.53   (feet)  ADJUSTED  
 FE0791  ___________________________________________________________________
 FE0791  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0791  DYNAMIC HT  -         119.541 (meters)     392.19  (feet)  COMP
 FE0791  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0791
 FE0791  VERT ORDER  -  SECOND    CLASS 0
 FE0791
 FE0791.The horizontal coordinates were scaled from a topographic map and have
 FE0791.an estimated accuracy of +/- 6 seconds.
 FE0791
 FE0791.The orthometric height was determined by differential leveling
 FE0791.and adjusted by the National Geodetic Survey in June 1991..
 FE0791
 FE0791.The geoid height was determined by GEOID03.
 FE0791
 FE0791.The dynamic height is computed by dividing the NAVD 88
 FE0791.geopotential number by the normal gravity value computed on the
 FE0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0791.degrees latitude (g = 980.6199 gals.).
 FE0791
 FE0791.The modeled gravity was interpolated from observed gravity values.
 FE0791
 FE0791;                    North         East    Units  Estimated Accuracy
 FE0791;SPC TN       -   174,910.      342,910.      MT  (+/- 180 meters Scaled)
 FE0791
 FE0791                          SUPERSEDED SURVEY CONTROL
 FE0791
 FE0791  NGVD 29 (??/??/??)  119.692  (m)          392.69   (f) ADJUSTED    2 0
 FE0791
 FE0791.Superseded values are not recommended for survey control.
 FE0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0791.See file dsdata.txt to determine how the superseded data were derived.
 FE0791
 FE0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE332717(NAD 83)
 FE0791_MARKER: DB = BENCH MARK DISK
 FE0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0791_STAMPING: R 62 1935
 FE0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0791+STABILITY: SURFACE MOTION
 FE0791
 FE0791  HISTORY     - Date     Condition        Report By
 FE0791  HISTORY     - 1935     MONUMENTED       CGS
 FE0791  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0791
 FE0791                          STATION DESCRIPTION
 FE0791
 FE0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0791'AT GIBSON.
 FE0791'AT GIBSON, GIBSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE0791'RAILROAD, 4 RAILS SOUTHWEST OF THE STATION, AT MILEPOST 290,
 FE0791'ABOUT 1/3 MILE SOUTHWEST OF A ROAD CROSSING, AND 46 FEET
 FE0791'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 FE0791'STAMPED R 62 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0791
 FE0791                          STATION RECOVERY (2002)
 FE0791
 FE0791'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0879 ***********************************************************************
 FE0879  DESIGNATION -  R 63
 FE0879  PID         -  FE0879
 FE0879  STATE/COUNTY-  TN/HAYWOOD
 FE0879  USGS QUAD   -  BROWNSVILLE (1983)
 FE0879
 FE0879                         *CURRENT SURVEY CONTROL
 FE0879  ___________________________________________________________________
 FE0879* NAD 83(1986)-  35 31 50.     (N)    089 18 04.     (W)     SCALED    
 FE0879* NAVD 88     -        89.610  (meters)     294.00   (feet)  ADJUSTED  
 FE0879  ___________________________________________________________________
 FE0879  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0879  DYNAMIC HT  -          89.531 (meters)     293.74  (feet)  COMP
 FE0879  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 FE0879
 FE0879  VERT ORDER  -  SECOND    CLASS 0
 FE0879
 FE0879.The horizontal coordinates were scaled from a topographic map and have
 FE0879.an estimated accuracy of +/- 6 seconds.
 FE0879
 FE0879.The orthometric height was determined by differential leveling
 FE0879.and adjusted by the National Geodetic Survey in June 1991..
 FE0879
 FE0879.The geoid height was determined by GEOID03.
 FE0879
 FE0879.The dynamic height is computed by dividing the NAVD 88
 FE0879.geopotential number by the normal gravity value computed on the
 FE0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0879.degrees latitude (g = 980.6199 gals.).
 FE0879
 FE0879.The modeled gravity was interpolated from observed gravity values.
 FE0879
 FE0879;                    North         East    Units  Estimated Accuracy
 FE0879;SPC TN       -   137,880.      300,670.      MT  (+/- 180 meters Scaled)
 FE0879
 FE0879                          SUPERSEDED SURVEY CONTROL
 FE0879
 FE0879  NGVD 29 (??/??/??)   89.621  (m)          294.03   (f) ADJUSTED    2 0
 FE0879
 FE0879.Superseded values are not recommended for survey control.
 FE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0879.See file dsdata.txt to determine how the superseded data were derived.
 FE0879
 FE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE913343(NAD 83)
 FE0879_MARKER: DB = BENCH MARK DISK
 FE0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0879_STAMPING: R 63 1935
 FE0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0879+STABILITY: SURFACE MOTION
 FE0879
 FE0879  HISTORY     - Date     Condition        Report By
 FE0879  HISTORY     - 1935     MONUMENTED       CGS
 FE0879  HISTORY     - 1959     GOOD             CGS
 FE0879  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0879
 FE0879                          STATION DESCRIPTION
 FE0879
 FE0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0879'5 MI SW FROM BROWNSVILLE.
 FE0879'ABOUT 5 MILES SOUTHWEST ALONG THE L. AND N. RR FROM THE
 FE0879'STATION AT BROWNSVILLE, 47.7 FT. SOUTHEAST OF THE CENTER OF A
 FE0879'PRIVATE ROAD CROSSING AND THE SOUTHEAST RAIL OF THE TRACK,
 FE0879'36 FT. SOUTHWEST OF THE CENTER OF A PRIVATE DIRT ROAD, 16 FT.
 FE0879'SOUTHWEST OF A TELEPHONE POLE, 1.5 FT. WEST-NORTHWEST OF A
 FE0879'FENCE 1 FT. NORTHEAST OF A WITNESS POST AND A C AND GS DISK SET
 FE0879'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT 4 FT.
 FE0879'BELOW THE LEVEL OF THE TRACK.
 FE0879
 FE0879                          STATION RECOVERY (2002)
 FE0879
 FE0879'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1182 ***********************************************************************
 FE1182  DESIGNATION -  R 67
 FE1182  PID         -  FE1182
 FE1182  STATE/COUNTY-  TN/SHELBY
 FE1182  USGS QUAD   -  ARLINGTON (1973)
 FE1182
 FE1182                         *CURRENT SURVEY CONTROL
 FE1182  ___________________________________________________________________
 FE1182* NAD 83(1986)-  35 16 14.     (N)    089 44 52.     (W)     SCALED    
 FE1182* NAVD 88     -        78.935  (meters)     258.97   (feet)  ADJUSTED  
 FE1182  ___________________________________________________________________
 FE1182  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1182  DYNAMIC HT  -          78.864 (meters)     258.74  (feet)  COMP
 FE1182  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FE1182
 FE1182  VERT ORDER  -  SECOND    CLASS 0
 FE1182
 FE1182.The horizontal coordinates were scaled from a topographic map and have
 FE1182.an estimated accuracy of +/- 6 seconds.
 FE1182
 FE1182.The orthometric height was determined by differential leveling
 FE1182.and adjusted by the National Geodetic Survey in June 1991..
 FE1182
 FE1182.The geoid height was determined by GEOID03.
 FE1182
 FE1182.The dynamic height is computed by dividing the NAVD 88
 FE1182.geopotential number by the normal gravity value computed on the
 FE1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1182.degrees latitude (g = 980.6199 gals.).
 FE1182
 FE1182.The modeled gravity was interpolated from observed gravity values.
 FE1182
 FE1182;                    North         East    Units  Estimated Accuracy
 FE1182;SPC TN       -   110,510.      259,090.      MT  (+/- 180 meters Scaled)
 FE1182
 FE1182                          SUPERSEDED SURVEY CONTROL
 FE1182
 FE1182  NGVD 29 (??/??/??)   78.924  (m)          258.94   (f) ADJUSTED    2 0
 FE1182
 FE1182.Superseded values are not recommended for survey control.
 FE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1182.See file dsdata.txt to determine how the superseded data were derived.
 FE1182
 FE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE500065(NAD 83)
 FE1182_MARKER: DB = BENCH MARK DISK
 FE1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1182_STAMPING: R 67 1935
 FE1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1182+STABILITY: SURFACE MOTION
 FE1182
 FE1182  HISTORY     - Date     Condition        Report By
 FE1182  HISTORY     - 1935     MONUMENTED       CGS
 FE1182  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1182
 FE1182                          STATION DESCRIPTION
 FE1182
 FE1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1182'1.2 MI N FROM BRUNSWICK.
 FE1182'1.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1182'THE STATION AT BRUNSWICK, SHELBY COUNTY, AT THE NORTH END OF A
 FE1182'RIGHT-OF-WAY FENCE GATE, AT A PRIVATE-ROAD CROSSING, AND 48 FEET
 FE1182'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R
 FE1182'67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1182'INCHES ABOVE GROUND.
 FE1182
 FE1182                          STATION RECOVERY (1963)
 FE1182
 FE1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1471 ***********************************************************************
 FC1471  DESIGNATION -  R 7
 FC1471  PID         -  FC1471
 FC1471  STATE/COUNTY-  TN/WARREN
 FC1471  USGS QUAD   -  DOYLE (1981)
 FC1471
 FC1471                         *CURRENT SURVEY CONTROL
 FC1471  ___________________________________________________________________
 FC1471* NAD 83(1986)-  35 47 32.     (N)    085 36 54.     (W)     SCALED    
 FC1471* NAVD 88     -       268.194  (meters)     879.90   (feet)  ADJUSTED  
 FC1471  ___________________________________________________________________
 FC1471  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1471  DYNAMIC HT  -         267.951 (meters)     879.10  (feet)  COMP
 FC1471  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FC1471
 FC1471  VERT ORDER  -  SECOND    CLASS 0
 FC1471
 FC1471.The horizontal coordinates were scaled from a topographic map and have
 FC1471.an estimated accuracy of +/- 6 seconds.
 FC1471
 FC1471.The orthometric height was determined by differential leveling
 FC1471.and adjusted by the National Geodetic Survey in June 1991..
 FC1471
 FC1471.The geoid height was determined by GEOID03.
 FC1471
 FC1471.The dynamic height is computed by dividing the NAVD 88
 FC1471.geopotential number by the normal gravity value computed on the
 FC1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1471.degrees latitude (g = 980.6199 gals.).
 FC1471
 FC1471.The modeled gravity was interpolated from observed gravity values.
 FC1471
 FC1471;                    North         East    Units  Estimated Accuracy
 FC1471;SPC TN       -   161,930.      634,800.      MT  (+/- 180 meters Scaled)
 FC1471
 FC1471                          SUPERSEDED SURVEY CONTROL
 FC1471
 FC1471  NGVD 29 (??/??/92)  268.242  (m)          880.06   (f) ADJ UNCH    2 0
 FC1471
 FC1471.Superseded values are not recommended for survey control.
 FC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1471.See file dsdata.txt to determine how the superseded data were derived.
 FC1471
 FC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE251617(NAD 83)
 FC1471_MARKER: DB = BENCH MARK DISK
 FC1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1471_STAMPING: 880.274 R 7 1930
 FC1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1471+STABILITY: SURFACE MOTION
 FC1471
 FC1471  HISTORY     - Date     Condition        Report By
 FC1471  HISTORY     - 1930     MONUMENTED       CGS
 FC1471  HISTORY     - 1934     GOOD             NGS
 FC1471  HISTORY     - 20060906 MARK NOT FOUND   INDIV
 FC1471
 FC1471                          STATION DESCRIPTION
 FC1471
 FC1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1471'AT ROCK ISLAND.
 FC1471'AT ROCK ISLAND, WARREN COUNTY, 8-1/2 RAILS SOUTHWEST OF THE
 FC1471'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, BETWEEN
 FC1471'POLES 46/12 AND 46/13, AND 21 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC1471'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 880.274 R 7 1930 AND
 FC1471'SET IN THE TOP OF A CONCRETE POST.
 FC1471
 FC1471                          STATION RECOVERY (2006)
 FC1471
 FC1471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1471'PROBABLY COVERED DUE TO DEBRI BEING DUMPED AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1037 ***********************************************************************
 FE1037  DESIGNATION -  R 72
 FE1037  PID         -  FE1037
 FE1037  STATE/COUNTY-  TN/HARDEMAN
 FE1037  USGS QUAD   -  WHITEVILLE (1981)
 FE1037
 FE1037                         *CURRENT SURVEY CONTROL
 FE1037  ___________________________________________________________________
 FE1037* NAD 83(1986)-  35 18 37.     (N)    089 11 02.     (W)     SCALED    
 FE1037* NAVD 88     -       144.310  (meters)     473.46   (feet)  ADJUSTED  
 FE1037  ___________________________________________________________________
 FE1037  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE1037  DYNAMIC HT  -         144.179 (meters)     473.03  (feet)  COMP
 FE1037  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FE1037
 FE1037  VERT ORDER  -  SECOND    CLASS 0
 FE1037
 FE1037.The horizontal coordinates were scaled from a topographic map and have
 FE1037.an estimated accuracy of +/- 6 seconds.
 FE1037
 FE1037.The orthometric height was determined by differential leveling
 FE1037.and adjusted by the National Geodetic Survey in June 1991..
 FE1037
 FE1037.The geoid height was determined by GEOID03.
 FE1037
 FE1037.The dynamic height is computed by dividing the NAVD 88
 FE1037.geopotential number by the normal gravity value computed on the
 FE1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1037.degrees latitude (g = 980.6199 gals.).
 FE1037
 FE1037.The modeled gravity was interpolated from observed gravity values.
 FE1037
 FE1037;                    North         East    Units  Estimated Accuracy
 FE1037;SPC TN       -   113,100.      310,500.      MT  (+/- 180 meters Scaled)
 FE1037
 FE1037                          SUPERSEDED SURVEY CONTROL
 FE1037
 FE1037  NGVD 29 (??/??/??)  144.294  (m)          473.40   (f) ADJUSTED    2 0
 FE1037
 FE1037.Superseded values are not recommended for survey control.
 FE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1037.See file dsdata.txt to determine how the superseded data were derived.
 FE1037
 FE1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE014096(NAD 83)
 FE1037_MARKER: DB = BENCH MARK DISK
 FE1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1037_STAMPING: R 72 1935
 FE1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1037+STABILITY: SURFACE MOTION
 FE1037
 FE1037  HISTORY     - Date     Condition        Report By
 FE1037  HISTORY     - 1935     MONUMENTED       CGS
 FE1037  HISTORY     - 1957     POOR             USGS
 FE1037
 FE1037                          STATION DESCRIPTION
 FE1037
 FE1037'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1037'2 MI W FROM WHITEVILLE.
 FE1037'2.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1037'RAILWAY FROM THE STATION AT WHITEVILLE, HARDEMAN COUNTY, 0.1
 FE1037'MILE WEST OF THE FAYETTE-HARDEMAN COUNTY LINE, 0.1 MILE WEST OF
 FE1037'THE DUMIS STORE IN 1935, 40 FEET NORTH OF THE CENTERLINE OF THE
 FE1037'TRACK, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 FE1037'R 72 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 FE1037'BENCH MARK HAS BEEN DISTURBED AND DISFIGURED.  A NEW ELEV. OF
 FE1037'473.262 FT HAS BEEN ESTABLISHED BY USGS.  POST SLIGHTLY TILTED
 FE1037'BUT IS FIRMLY IN GROUND AND PROBABLY WILL NOT BE BOTHERED FOR
 FE1037'SOME TIME TO COME.  IT IS 0.2 MI. E OF FAYETTE-HARDEMAN CO.
 FE1037'LINE, 48 FT. N. CENTERLINE OF HWY. 64 AND SET IN FENCE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1012 ***********************************************************************
 FE1012  DESIGNATION -  R 73
 FE1012  PID         -  FE1012
 FE1012  STATE/COUNTY-  TN/FAYETTE
 FE1012  USGS QUAD   -  LAMBERT (1983)
 FE1012
 FE1012                         *CURRENT SURVEY CONTROL
 FE1012  ___________________________________________________________________
 FE1012* NAD 83(1986)-  35 20 14.     (N)    089 29 30.     (W)     SCALED    
 FE1012* NAVD 88     -        93.258  (meters)     305.96   (feet)  ADJUSTED  
 FE1012  ___________________________________________________________________
 FE1012  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE1012  DYNAMIC HT  -          93.175 (meters)     305.69  (feet)  COMP
 FE1012  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE1012
 FE1012  VERT ORDER  -  SECOND    CLASS 0
 FE1012
 FE1012.The horizontal coordinates were scaled from a topographic map and have
 FE1012.an estimated accuracy of +/- 6 seconds.
 FE1012
 FE1012.The orthometric height was determined by differential leveling
 FE1012.and adjusted by the National Geodetic Survey in June 1991..
 FE1012
 FE1012.The geoid height was determined by GEOID03.
 FE1012
 FE1012.The dynamic height is computed by dividing the NAVD 88
 FE1012.geopotential number by the normal gravity value computed on the
 FE1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1012.degrees latitude (g = 980.6199 gals.).
 FE1012
 FE1012.The modeled gravity was interpolated from observed gravity values.
 FE1012
 FE1012;                    North         East    Units  Estimated Accuracy
 FE1012;SPC TN       -   117,040.      282,640.      MT  (+/- 180 meters Scaled)
 FE1012
 FE1012                          SUPERSEDED SURVEY CONTROL
 FE1012
 FE1012  NGVD 29 (??/??/??)   93.240  (m)          305.90   (f) ADJUSTED    2 0
 FE1012
 FE1012.Superseded values are not recommended for survey control.
 FE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1012.See file dsdata.txt to determine how the superseded data were derived.
 FE1012
 FE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE735132(NAD 83)
 FE1012_MARKER: DB = BENCH MARK DISK
 FE1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1012_STAMPING: R 73 1935
 FE1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1012+STABILITY: SURFACE MOTION
 FE1012
 FE1012  HISTORY     - Date     Condition        Report By
 FE1012  HISTORY     - 1935     MONUMENTED       CGS
 FE1012  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1012
 FE1012                          STATION DESCRIPTION
 FE1012
 FE1012'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1012'5.1 MI SE FROM BRADEN.
 FE1012'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1012'COUNTY, 200 YARDS NORTH OF A BRIDGE OVER A CREEK, AT THE JUNCTION
 FE1012'OF A ROAD LEADING WEST, 40 FEET EAST OF THE CENTERLINE OF THE
 FE1012'HIGHWAY, AND 30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 FE1012'STANDARD DISK, STAMPED R 73 1935 AND SET IN THE TOP OF A
 FE1012'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1354 ***********************************************************************
 GB1354  DESIGNATION -  R 77
 GB1354  PID         -  GB1354
 GB1354  STATE/COUNTY-  TN/PICKETT
 GB1354  USGS QUAD   -  BYRDSTOWN (1981)
 GB1354
 GB1354                         *CURRENT SURVEY CONTROL
 GB1354  ___________________________________________________________________
 GB1354* NAD 83(1986)-  36 34 20.     (N)    085 07 51.     (W)     SCALED    
 GB1354* NAVD 88     -       302.672  (meters)     993.02   (feet)  POSTED    
 GB1354  ___________________________________________________________________
 GB1354  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB1354  DYNAMIC HT  -         302.410 (meters)     992.16  (feet)  COMP
 GB1354  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 GB1354
 GB1354  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1354
 GB1354.The horizontal coordinates were scaled from a topographic map and have
 GB1354.an estimated accuracy of +/- 6 seconds.
 GB1354
 GB1354.The orthometric height was determined by differential leveling
 GB1354.and adjusted by the National Geodetic Survey in 1992..
 GB1354.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1354.rate of 1.1 thru 2.0 mm/km.
 GB1354
 GB1354.The geoid height was determined by GEOID03.
 GB1354
 GB1354.The dynamic height is computed by dividing the NAVD 88
 GB1354.geopotential number by the normal gravity value computed on the
 GB1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1354.degrees latitude (g = 980.6199 gals.).
 GB1354
 GB1354.The modeled gravity was interpolated from observed gravity values.
 GB1354
 GB1354;                    North         East    Units  Estimated Accuracy
 GB1354;SPC TN       -   248,760.      677,800.      MT  (+/- 180 meters Scaled)
 GB1354
 GB1354                          SUPERSEDED SURVEY CONTROL
 GB1354
 GB1354  NGVD 29 (??/??/92)  302.791  (m)          993.41   (f) ADJ UNCH    2 0
 GB1354
 GB1354.Superseded values are not recommended for survey control.
 GB1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1354.See file dsdata.txt to determine how the superseded data were derived.
 GB1354
 GB1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF672490(NAD 83)
 GB1354_MARKER: DB = BENCH MARK DISK
 GB1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1354_STAMPING: R 77 1935
 GB1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1354+STABILITY: SURFACE MOTION
 GB1354
 GB1354  HISTORY     - Date     Condition        Report By
 GB1354  HISTORY     - 1935     MONUMENTED       CGS
 GB1354  HISTORY     - 1961     MARK NOT FOUND   NGS
 GB1354
 GB1354                          STATION DESCRIPTION
 GB1354
 GB1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1354'AT BYRDSTOWN.
 GB1354'AT BYRDSTOWN, PICKETT COUNTY, ON STATE HIGHWAY 42, ABOUT 200
 GB1354'YARDS NORTH OF A RIGHT-ANGLE TURN AT THE CENTER OF THE TOWN,
 GB1354'ABOUT 300 YARDS SOUTH OF A CHURCH ON THE SUMMIT OF A HILL, 45
 GB1354'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTHEAST
 GB1354'OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A
 GB1354'STANDARD DISK, STAMPED R 77 1935 AND SET IN THE TOP OF A
 GB1354'CONCRETE POST.
 GB1354
 GB1354                          STATION RECOVERY (1961)
 GB1354
 GB1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0989 ***********************************************************************
 GB0989  DESIGNATION -  R 78
 GB0989  PID         -  GB0989
 GB0989  STATE/COUNTY-  TN/FENTRESS
 GB0989  USGS QUAD   -  JAMESTOWN (1979)
 GB0989
 GB0989                         *CURRENT SURVEY CONTROL
 GB0989  ___________________________________________________________________
 GB0989* NAD 83(1986)-  36 25 38.     (N)    084 55 56.     (W)     SCALED    
 GB0989* NAVD 88     -       522.771  (meters)    1715.12   (feet)  ADJUSTED  
 GB0989  ___________________________________________________________________
 GB0989  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0989  DYNAMIC HT  -         522.308 (meters)    1713.61  (feet)  COMP
 GB0989  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB0989
 GB0989  VERT ORDER  -  SECOND    CLASS 0
 GB0989
 GB0989.The horizontal coordinates were scaled from a topographic map and have
 GB0989.an estimated accuracy of +/- 6 seconds.
 GB0989
 GB0989.The orthometric height was determined by differential leveling
 GB0989.and adjusted by the National Geodetic Survey in June 1991..
 GB0989
 GB0989.The geoid height was determined by GEOID03.
 GB0989
 GB0989.The dynamic height is computed by dividing the NAVD 88
 GB0989.geopotential number by the normal gravity value computed on the
 GB0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0989.degrees latitude (g = 980.6199 gals.).
 GB0989
 GB0989.The modeled gravity was interpolated from observed gravity values.
 GB0989
 GB0989;                    North         East    Units  Estimated Accuracy
 GB0989;SPC TN       -   232,840.      695,750.      MT  (+/- 180 meters Scaled)
 GB0989
 GB0989                          SUPERSEDED SURVEY CONTROL
 GB0989
 GB0989  NGVD 29 (??/??/92)  522.875  (m)         1715.47   (f) ADJ UNCH    2 0
 GB0989
 GB0989.Superseded values are not recommended for survey control.
 GB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0989.See file dsdata.txt to determine how the superseded data were derived.
 GB0989
 GB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF853333(NAD 83)
 GB0989_MARKER: DB = BENCH MARK DISK
 GB0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0989_STAMPING: R 78 1935
 GB0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0989+STABILITY: SURFACE MOTION
 GB0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB0989+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 GB0989
 GB0989  HISTORY     - Date     Condition        Report By
 GB0989  HISTORY     - 1935     MONUMENTED       CGS
 GB0989  HISTORY     - 1951     GOOD             NGS
 GB0989  HISTORY     - 20060926 GOOD             WAUFOR
 GB0989
 GB0989                          STATION DESCRIPTION
 GB0989
 GB0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0989'AT JAMESTOWN.
 GB0989'AT JAMESTOWN, FENTRESS COUNTY, ON STATE HIGHWAY 28, 34 FEET
 GB0989'WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE COUNTY COURTHOUSE,
 GB0989'39.8 FEET EAST OF THE EAST WALL OF THE BUILDING, 4 FEET SOUTH
 GB0989'OF THE SOUTH EDGE OF THE CONCRETE SIDWALK LEADING TO THE
 GB0989'COURTHOUSE, AND 2 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 GB0989'STAMPED R 78 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB0989'1 FOOT ABOVE GROUND.
 GB0989
 GB0989                          STATION RECOVERY (2006)
 GB0989
 GB0989'RECOVERY NOTE BY J R WAUFORD AND COMPANY 2006 (LEL)
 GB0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2614 ***********************************************************************
 GA2614  DESIGNATION -  R 79
 GA2614  PID         -  GA2614
 GA2614  STATE/COUNTY-  TN/CAMPBELL
 GA2614  USGS QUAD   -  EAGAN (1953)
 GA2614
 GA2614                         *CURRENT SURVEY CONTROL
 GA2614  ___________________________________________________________________
 GA2614* NAD 83(1986)-  36 32 52.     (N)    083 59 18.     (W)     SCALED    
 GA2614* NAVD 88     -       332.009  (meters)    1089.27   (feet)  ADJUSTED  
 GA2614  ___________________________________________________________________
 GA2614  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GA2614  DYNAMIC HT  -         331.720 (meters)    1088.32  (feet)  COMP
 GA2614  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 GA2614
 GA2614  VERT ORDER  -  SECOND    CLASS 0
 GA2614
 GA2614.The horizontal coordinates were scaled from a topographic map and have
 GA2614.an estimated accuracy of +/- 6 seconds.
 GA2614
 GA2614.The orthometric height was determined by differential leveling
 GA2614.and adjusted by the National Geodetic Survey in June 1991..
 GA2614
 GA2614.The geoid height was determined by GEOID03.
 GA2614
 GA2614.The dynamic height is computed by dividing the NAVD 88
 GA2614.geopotential number by the normal gravity value computed on the
 GA2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2614.degrees latitude (g = 980.6199 gals.).
 GA2614
 GA2614.The modeled gravity was interpolated from observed gravity values.
 GA2614
 GA2614;                    North         East    Units  Estimated Accuracy
 GA2614;SPC TN       -   247,550.      780,110.      MT  (+/- 180 meters Scaled)
 GA2614
 GA2614                          SUPERSEDED SURVEY CONTROL
 GA2614
 GA2614  NGVD 29 (??/??/92)  332.153  (m)         1089.74   (f) ADJ UNCH    2 0
 GA2614
 GA2614.Superseded values are not recommended for survey control.
 GA2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2614.See file dsdata.txt to determine how the superseded data were derived.
 GA2614
 GA2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA325488(NAD 83)
 GA2614_MARKER: DB = BENCH MARK DISK
 GA2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2614_STAMPING: R 79 1935
 GA2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2614+STABILITY: SURFACE MOTION
 GA2614
 GA2614  HISTORY     - Date     Condition        Report By
 GA2614  HISTORY     - 1935     MONUMENTED       CGS
 GA2614  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA2614
 GA2614                          STATION DESCRIPTION
 GA2614
 GA2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2614'AT ANTHRAS.
 GA2614'AT ANTHRAS, ON THE CLEAR FORK BRANCH OF THE LOUISVILLE AND
 GA2614'NASHVILLE RAILROAD, 16.3 FEET WEST OF THE STATION SIGN, 16 YARDS
 GA2614'WEST OF THE NORTHWEST END OF RAILROAD BRIDGE 3, AND 18.7 FEET
 GA2614'NORTH OF THE NORTH RAIL.  NOTE-- THE STATION SIGN IS NOT AT THIS
 GA2614'LOCATION BUT 15 RAILS EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0824 ***********************************************************************
 FC0824  DESIGNATION -  R 8
 FC0824  PID         -  FC0824
 FC0824  STATE/COUNTY-  TN/CUMBERLAND
 FC0824  USGS QUAD   -  OZONE (1989)
 FC0824
 FC0824                         *CURRENT SURVEY CONTROL
 FC0824  ___________________________________________________________________
 FC0824* NAD 83(1986)-  35 53 43.     (N)    084 46 14.     (W)     SCALED    
 FC0824* NAVD 88     -       469.235  (meters)    1539.48   (feet)  ADJUSTED  
 FC0824  ___________________________________________________________________
 FC0824  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FC0824  DYNAMIC HT  -         468.789 (meters)    1538.02  (feet)  COMP
 FC0824  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FC0824
 FC0824  VERT ORDER  -  SECOND    CLASS 0
 FC0824
 FC0824.The horizontal coordinates were scaled from a topographic map and have
 FC0824.an estimated accuracy of +/- 6 seconds.
 FC0824
 FC0824.The orthometric height was determined by differential leveling
 FC0824.and adjusted by the National Geodetic Survey in June 1991..
 FC0824
 FC0824.The geoid height was determined by GEOID03.
 FC0824
 FC0824.The dynamic height is computed by dividing the NAVD 88
 FC0824.geopotential number by the normal gravity value computed on the
 FC0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0824.degrees latitude (g = 980.6199 gals.).
 FC0824
 FC0824.The modeled gravity was interpolated from observed gravity values.
 FC0824
 FC0824;                    North         East    Units  Estimated Accuracy
 FC0824;SPC TN       -   173,990.      710,990.      MT  (+/- 180 meters Scaled)
 FC0824
 FC0824                          SUPERSEDED SURVEY CONTROL
 FC0824
 FC0824  NGVD 29 (??/??/92)  469.322  (m)         1539.77   (f) ADJ UNCH    2 0
 FC0824
 FC0824.Superseded values are not recommended for survey control.
 FC0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0824.See file dsdata.txt to determine how the superseded data were derived.
 FC0824
 FC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE012746(NAD 83)
 FC0824_MARKER: DB = BENCH MARK DISK
 FC0824_SETTING: 66 = SET IN ROCK OUTCROP
 FC0824_SP_SET: ROCK LEDGE
 FC0824_STAMPING: 1539.892 R 8 1931
 FC0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0824+STABILITY: POSITION/ELEVATION WELL
 FC0824
 FC0824  HISTORY     - Date     Condition        Report By
 FC0824  HISTORY     - 1931     MONUMENTED       CGS
 FC0824  HISTORY     - 1934     GOOD             NGS
 FC0824  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 FC0824
 FC0824                          STATION DESCRIPTION
 FC0824
 FC0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0824'AT DAYSVILLE.
 FC0824'AT DAYSVILLE, CUMBERLAND COUNTY, ON THE TENNESSEE CENTRAL RAILWAY,
 FC0824'18 RAILS SOUTH OF MILEPOST 149, 6 RAILS NORTH OF A HIGHWAY
 FC0824'CROSSING, AT A CUT, 18 FEET WEST OF THE WEST RAIL OF THE MAIN
 FC0824'TRACK, AND IN ROCK LEDGE.  A STANDARD DISK, STAMPED 1539.892 R
 FC0824'8 1931.
 FC0824
 FC0824                          STATION RECOVERY (1979)
 FC0824
 FC0824'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 FC0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0905 ***********************************************************************
 GD0905  DESIGNATION -  R 8 5 BOLT
 GD0905  PID         -  GD0905
 GD0905  STATE/COUNTY-  TN/DYER
 GD0905  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0905
 GD0905                         *CURRENT SURVEY CONTROL
 GD0905  ___________________________________________________________________
 GD0905* NAD 83(1986)-  36 00 10.     (N)    089 39 33.     (W)     SCALED    
 GD0905* NAVD 88     -        78.614  (meters)     257.92   (feet)  ADJUSTED  
 GD0905  ___________________________________________________________________
 GD0905  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0905  DYNAMIC HT  -          78.548 (meters)     257.70  (feet)  COMP
 GD0905  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GD0905
 GD0905  VERT ORDER  -  FIRST     CLASS II
 GD0905
 GD0905.The horizontal coordinates were scaled from a topographic map and have
 GD0905.an estimated accuracy of +/- 6 seconds.
 GD0905
 GD0905.The orthometric height was determined by differential leveling
 GD0905.and adjusted by the National Geodetic Survey in June 1991..
 GD0905
 GD0905.The geoid height was determined by GEOID03.
 GD0905
 GD0905.The dynamic height is computed by dividing the NAVD 88
 GD0905.geopotential number by the normal gravity value computed on the
 GD0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0905.degrees latitude (g = 980.6199 gals.).
 GD0905
 GD0905.The modeled gravity was interpolated from observed gravity values.
 GD0905
 GD0905;                    North         East    Units  Estimated Accuracy
 GD0905;SPC TN       -   191,390.      270,180.      MT  (+/- 180 meters Scaled)
 GD0905
 GD0905                          SUPERSEDED SURVEY CONTROL
 GD0905
 GD0905  NGVD 29 (??/??/??)   78.556  (m)          257.73   (f) ADJUSTED    1 2
 GD0905
 GD0905.Superseded values are not recommended for survey control.
 GD0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0905.See file dsdata.txt to determine how the superseded data were derived.
 GD0905
 GD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE603875(NAD 83)
 GD0905_MARKER: B = BOLT
 GD0905_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0905_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0905_STAMPING: BM R-8-5
 GD0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0905
 GD0905  HISTORY     - Date     Condition        Report By
 GD0905  HISTORY     - UNK      MONUMENTED       DOD
 GD0905  HISTORY     - 1957     GOOD             CGS
 GD0905
 GD0905                          STATION DESCRIPTION
 GD0905
 GD0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0905'1.6 MI E FROM MIDWAY.
 GD0905'ABOUT 1.65 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0905'BAPTIST CHURCH AT MIDWAY, ABOUT 0.6 MILE WEST OF WEST END OF
 GD0905'BRIDGE OVER OBION RIVER, 24 FEET SOUTH OF CENTER LINE OF ROAD,
 GD0905'4 FEET NORTHWEST OF A TRIANGULAR BLAZED 40-INCH TWIN COTTONWOOD
 GD0905'TREE, AND IS A BOLT DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH
 GD0905'PROJECTS 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0904 ***********************************************************************
 GD0904  DESIGNATION -  R 8 5 CAP
 GD0904  PID         -  GD0904
 GD0904  STATE/COUNTY-  TN/DYER
 GD0904  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0904
 GD0904                         *CURRENT SURVEY CONTROL
 GD0904  ___________________________________________________________________
 GD0904* NAD 83(1986)-  36 00 10.     (N)    089 39 33.     (W)     SCALED    
 GD0904* NAVD 88     -        79.826  (meters)     261.90   (feet)  ADJUSTED  
 GD0904  ___________________________________________________________________
 GD0904  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0904  DYNAMIC HT  -          79.759 (meters)     261.68  (feet)  COMP
 GD0904  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GD0904
 GD0904  VERT ORDER  -  FIRST     CLASS II
 GD0904
 GD0904.The horizontal coordinates were scaled from a topographic map and have
 GD0904.an estimated accuracy of +/- 6 seconds.
 GD0904
 GD0904.The orthometric height was determined by differential leveling
 GD0904.and adjusted by the National Geodetic Survey in June 1991..
 GD0904
 GD0904.The geoid height was determined by GEOID03.
 GD0904
 GD0904.The dynamic height is computed by dividing the NAVD 88
 GD0904.geopotential number by the normal gravity value computed on the
 GD0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0904.degrees latitude (g = 980.6199 gals.).
 GD0904
 GD0904.The modeled gravity was interpolated from observed gravity values.
 GD0904
 GD0904;                    North         East    Units  Estimated Accuracy
 GD0904;SPC TN       -   191,390.      270,180.      MT  (+/- 180 meters Scaled)
 GD0904
 GD0904                          SUPERSEDED SURVEY CONTROL
 GD0904
 GD0904  NGVD 29 (??/??/??)   79.767  (m)          261.70   (f) ADJUSTED    1 2
 GD0904
 GD0904.Superseded values are not recommended for survey control.
 GD0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0904.See file dsdata.txt to determine how the superseded data were derived.
 GD0904
 GD0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE603875(NAD 83)
 GD0904_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0904_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0904_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0904_STAMPING: BM R-8-5
 GD0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0904
 GD0904  HISTORY     - Date     Condition        Report By
 GD0904  HISTORY     - UNK      MONUMENTED       DOD
 GD0904  HISTORY     - 1957     GOOD             CGS
 GD0904  HISTORY     - 20020717 POOR             USACE
 GD0904
 GD0904                          STATION DESCRIPTION
 GD0904
 GD0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0904'1.6 MI E FROM MIDWAY.
 GD0904'ABOUT 1.65 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0904'BAPTIST CHURCH AT MIDWAY, ABOUT 0.6 MILE WEST OF WEST END OF
 GD0904'BRIDGE OVER OBION RIVER, 24 FEET SOUTH OF CENTER LINE OF
 GD0904'ROAD, 4 FEET NORTHWEST OF A TRIANGULAR BLAZED 40-INCH TWIN
 GD0904'COTTONWOOD TREE, A U.S.E. PIPE AND CAP WHICH PROJECTS 15 INCHES.
 GD0904
 GD0904                          STATION RECOVERY (2002)
 GD0904
 GD0904'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0904'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0896 ***********************************************************************
 GD0896  DESIGNATION -  R 8 53 10 BOLT
 GD0896  PID         -  GD0896
 GD0896  STATE/COUNTY-  TN/DYER
 GD0896  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0896
 GD0896                         *CURRENT SURVEY CONTROL
 GD0896  ___________________________________________________________________
 GD0896* NAD 83(1986)-  36 01 23.     (N)    089 41 01.     (W)     SCALED    
 GD0896* NAVD 88     -        78.866  (meters)     258.75   (feet)  ADJUSTED  
 GD0896  ___________________________________________________________________
 GD0896  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0896  DYNAMIC HT  -          78.799 (meters)     258.53  (feet)  COMP
 GD0896  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GD0896
 GD0896  VERT ORDER  -  FIRST     CLASS II
 GD0896
 GD0896.The horizontal coordinates were scaled from a topographic map and have
 GD0896.an estimated accuracy of +/- 6 seconds.
 GD0896
 GD0896.The orthometric height was determined by differential leveling
 GD0896.and adjusted by the National Geodetic Survey in June 1991..
 GD0896
 GD0896.The geoid height was determined by GEOID03.
 GD0896
 GD0896.The dynamic height is computed by dividing the NAVD 88
 GD0896.geopotential number by the normal gravity value computed on the
 GD0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0896.degrees latitude (g = 980.6199 gals.).
 GD0896
 GD0896.The modeled gravity was interpolated from observed gravity values.
 GD0896
 GD0896;                    North         East    Units  Estimated Accuracy
 GD0896;SPC TN       -   193,720.      268,060.      MT  (+/- 180 meters Scaled)
 GD0896
 GD0896                          SUPERSEDED SURVEY CONTROL
 GD0896
 GD0896  NGVD 29 (??/??/??)   78.806  (m)          258.55   (f) ADJUSTED    1 2
 GD0896
 GD0896.Superseded values are not recommended for survey control.
 GD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0896.See file dsdata.txt to determine how the superseded data were derived.
 GD0896
 GD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE581898(NAD 83)
 GD0896_MARKER: B = BOLT
 GD0896_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0896_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0896_STAMPING: R-8-53-10
 GD0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0896
 GD0896  HISTORY     - Date     Condition        Report By
 GD0896  HISTORY     - UNK      MONUMENTED       DOD
 GD0896  HISTORY     - 1957     GOOD             CGS
 GD0896
 GD0896                          STATION DESCRIPTION
 GD0896
 GD0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0896'1.4 MI N FROM MIDWAY.
 GD0896'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD
 GD0896'JUNCTION AND BAPTIST CHURCH AT MIDWAY, 19 FEET WEST OF CENTER LINE
 GD0896'OF ROAD, 279 FEET SOUTH OF A POINT WHERE LEVEE TURNS SOUTHWEST
 GD0896'AWAY FROM ROAD, 129 FEET SOUTH OF A FENCE CORNER, 119 FEET
 GD0896'SOUTHEAST OF A POWER POLE, 7 FEET SOUTH OF A 30-INCH PECAN
 GD0896'TREE, 7 FEET NORTH OF A 30-INCH PECAN TREE, AND IS A BOLT
 GD0896'DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH PROJECTS 18-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0895 ***********************************************************************
 GD0895  DESIGNATION -  R 8 53 10 CAP
 GD0895  PID         -  GD0895
 GD0895  STATE/COUNTY-  TN/DYER
 GD0895  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0895
 GD0895                         *CURRENT SURVEY CONTROL
 GD0895  ___________________________________________________________________
 GD0895* NAD 83(1986)-  36 01 23.     (N)    089 41 00.     (W)     SCALED    
 GD0895* NAVD 88     -        80.072  (meters)     262.70   (feet)  ADJUSTED  
 GD0895  ___________________________________________________________________
 GD0895  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0895  DYNAMIC HT  -          80.005 (meters)     262.48  (feet)  COMP
 GD0895  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GD0895
 GD0895  VERT ORDER  -  FIRST     CLASS II
 GD0895
 GD0895.The horizontal coordinates were scaled from a topographic map and have
 GD0895.an estimated accuracy of +/- 6 seconds.
 GD0895
 GD0895.The orthometric height was determined by differential leveling
 GD0895.and adjusted by the National Geodetic Survey in June 1991..
 GD0895
 GD0895.The geoid height was determined by GEOID03.
 GD0895
 GD0895.The dynamic height is computed by dividing the NAVD 88
 GD0895.geopotential number by the normal gravity value computed on the
 GD0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0895.degrees latitude (g = 980.6199 gals.).
 GD0895
 GD0895.The modeled gravity was interpolated from observed gravity values.
 GD0895
 GD0895;                    North         East    Units  Estimated Accuracy
 GD0895;SPC TN       -   193,720.      268,090.      MT  (+/- 180 meters Scaled)
 GD0895
 GD0895                          SUPERSEDED SURVEY CONTROL
 GD0895
 GD0895  NGVD 29 (??/??/??)   80.012  (m)          262.51   (f) ADJUSTED    1 2
 GD0895
 GD0895.Superseded values are not recommended for survey control.
 GD0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0895.See file dsdata.txt to determine how the superseded data were derived.
 GD0895
 GD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE582898(NAD 83)
 GD0895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD0895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0895_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0895_STAMPING: R-8-53-10
 GD0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0895+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GD0895
 GD0895  HISTORY     - Date     Condition        Report By
 GD0895  HISTORY     - UNK      MONUMENTED       DOD
 GD0895  HISTORY     - 1957     GOOD             CGS
 GD0895  HISTORY     - 20020717 GOOD             USACE
 GD0895
 GD0895                          STATION DESCRIPTION
 GD0895
 GD0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0895'1.4 MI N FROM MIDWAY.
 GD0895'ABOUT 1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GD0895'AND BAPTIST CHURCH AT MIDWAY, 19 FEET WEST OF CENTER LINE OF
 GD0895'ROAD, 279 FEET SOUTH OF A POINT WHERE LEVEE TURNS SOUTHWEST AWAY
 GD0895'FROM ROAD, 129 FEET SOUTH OF A FENCE CORNER, 119 FEET SOUTHEAST
 GD0895'OF A POWER POLE, 7 FEET SOUTH OF A 30-INCH PECAN TREE, 7 FEET
 GD0895'NORTH OF A 30-INCH PECAN TREE, A U.S.E. PIPE AND CAP WHICH
 GD0895'PROJECTS 18-INCHES.
 GD0895
 GD0895                          STATION RECOVERY (2002)
 GD0895
 GD0895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1825 ***********************************************************************
 GB1825  DESIGNATION -  R 80
 GB1825  PID         -  GB1825
 GB1825  STATE/COUNTY-  TN/SMITH
 GB1825  USGS QUAD   -  GORDONSVILLE (1986)
 GB1825
 GB1825                         *CURRENT SURVEY CONTROL
 GB1825  ___________________________________________________________________
 GB1825* NAD 83(1986)-  36 14 31.     (N)    085 57 06.     (W)     SCALED    
 GB1825* NAVD 88     -       151.957  (meters)     498.55   (feet)  POSTED    
 GB1825  ___________________________________________________________________
 GB1825  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB1825  DYNAMIC HT  -         151.830 (meters)     498.13  (feet)  COMP
 GB1825  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GB1825
 GB1825  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1825
 GB1825.The horizontal coordinates were scaled from a topographic map and have
 GB1825.an estimated accuracy of +/- 6 seconds.
 GB1825
 GB1825.The orthometric height was determined by differential leveling
 GB1825.and adjusted by the National Geodetic Survey in 1992..
 GB1825.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1825.rate of 0.0 thru 1.0 mm/km.
 GB1825
 GB1825.The geoid height was determined by GEOID03.
 GB1825
 GB1825.The dynamic height is computed by dividing the NAVD 88
 GB1825.geopotential number by the normal gravity value computed on the
 GB1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1825.degrees latitude (g = 980.6199 gals.).
 GB1825
 GB1825.The modeled gravity was interpolated from observed gravity values.
 GB1825
 GB1825;                    North         East    Units  Estimated Accuracy
 GB1825;SPC TN       -   211,760.      604,340.      MT  (+/- 180 meters Scaled)
 GB1825
 GB1825                          SUPERSEDED SURVEY CONTROL
 GB1825
 GB1825  NGVD 29 (??/??/92)  152.034  (m)          498.80   (f) ADJ UNCH    2 0
 GB1825
 GB1825.Superseded values are not recommended for survey control.
 GB1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1825.See file dsdata.txt to determine how the superseded data were derived.
 GB1825
 GB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF941112(NAD 83)
 GB1825_MARKER: DB = BENCH MARK DISK
 GB1825_SETTING: 66 = SET IN ROCK OUTCROP
 GB1825_SP_SET: ROCK CUT
 GB1825_STAMPING: R 80 1935
 GB1825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1825+STABILITY: POSITION/ELEVATION WELL
 GB1825
 GB1825  HISTORY     - Date     Condition        Report By
 GB1825  HISTORY     - 1935     MONUMENTED       CGS
 GB1825  HISTORY     - 1937     GOOD             NGS
 GB1825
 GB1825                          STATION DESCRIPTION
 GB1825
 GB1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GB1825'0.6 MI S FROM CARTHAGE.
 GB1825'0.6 MILE SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GB1825'AT CARTHAGE, SMITH COUNTY, 5.5 FEET EAST OF THE EAST RAIL, 50 FEET
 GB1825'EAST OF THE CENTERLINE OF STATE HIGHWAY 53, 53 FEET NORTH OF THE
 GB1825'NORTH CORNER OF THE PORCH OF THE THOMAS FISHER LUMBER CO. BUILDING,
 GB1825'45 FEET WEST OF THE WEST CORNER OF THE TENNESSEE LOOSE LEAF TOBACCO
 GB1825'WAREHOUSE, IN THE WEST FACE OF A ROCK CUT, AND 3 FEET ABOVE THE
 GB1825'GROUND.  A STANDARD DISK, STAMPED R 80 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1653 ***********************************************************************
 GB1653  DESIGNATION -  R 81
 GB1653  PID         -  GB1653
 GB1653  STATE/COUNTY-  TN/OVERTON
 GB1653  USGS QUAD   -  LIVINGSTON (1986)
 GB1653
 GB1653                         *CURRENT SURVEY CONTROL
 GB1653  ___________________________________________________________________
 GB1653* NAD 83(1986)-  36 25 27.     (N)    085 19 53.     (W)     SCALED    
 GB1653* NAVD 88     -       424.867  (meters)    1393.92   (feet)  ADJUSTED  
 GB1653  ___________________________________________________________________
 GB1653  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB1653  DYNAMIC HT  -         424.486 (meters)    1392.67  (feet)  COMP
 GB1653  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GB1653
 GB1653  VERT ORDER  -  SECOND    CLASS 0
 GB1653
 GB1653.The horizontal coordinates were scaled from a topographic map and have
 GB1653.an estimated accuracy of +/- 6 seconds.
 GB1653
 GB1653.The orthometric height was determined by differential leveling
 GB1653.and adjusted by the National Geodetic Survey in June 1991..
 GB1653
 GB1653.The geoid height was determined by GEOID03.
 GB1653
 GB1653.The dynamic height is computed by dividing the NAVD 88
 GB1653.geopotential number by the normal gravity value computed on the
 GB1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1653.degrees latitude (g = 980.6199 gals.).
 GB1653
 GB1653.The modeled gravity was interpolated from observed gravity values.
 GB1653
 GB1653;                    North         East    Units  Estimated Accuracy
 GB1653;SPC TN       -   232,190.      659,960.      MT  (+/- 180 meters Scaled)
 GB1653
 GB1653                          SUPERSEDED SURVEY CONTROL
 GB1653
 GB1653  NGVD 29 (??/??/92)  424.949  (m)         1394.19   (f) ADJ UNCH    2 0
 GB1653
 GB1653.Superseded values are not recommended for survey control.
 GB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1653.See file dsdata.txt to determine how the superseded data were derived.
 GB1653
 GB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF495322(NAD 83)
 GB1653_MARKER: DB = BENCH MARK DISK
 GB1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1653_STAMPING: R 81 1935
 GB1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1653+STABILITY: SURFACE MOTION
 GB1653
 GB1653  HISTORY     - Date     Condition        Report By
 GB1653  HISTORY     - 1935     MONUMENTED       CGS
 GB1653  HISTORY     - 1954     MARK NOT FOUND   NGS
 GB1653
 GB1653                          STATION DESCRIPTION
 GB1653
 GB1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GB1653'3.2 MI NW FROM LIVINGSTON.
 GB1653'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURTHOUSE AT
 GB1653'LIVINGSTON, OVERTON COUNTY, ABOUT 95 YARDS SOUTHEAST OF A FARMHOUSE
 GB1653'OWNED BY F.C. LITTLE, 21 FEET EAST OF THE CENTERLINE OF THE
 GB1653'HIGHWAY, 8 FEET NORTHWEST OF A FENCE CORNER, AND ABOUT 1 FOOT
 GB1653'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 81 1935 AND
 GB1653'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK MAY HAVE BEEN
 GB1653'DESTROYED IN THE GRADING OF A DRAINAGE DITCH ALONG THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1970 ***********************************************************************
 GB1970  DESIGNATION -  R 82
 GB1970  PID         -  GB1970
 GB1970  STATE/COUNTY-  TN/MACON
 GB1970  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1970
 GB1970                         *CURRENT SURVEY CONTROL
 GB1970  ___________________________________________________________________
 GB1970* NAD 83(1986)-  36 31 10.     (N)    085 51 31.     (W)     SCALED    
 GB1970* NAVD 88     -       283.745  (meters)     930.92   (feet)  ADJUSTED  
 GB1970  ___________________________________________________________________
 GB1970  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1970  DYNAMIC HT  -         283.504 (meters)     930.13  (feet)  COMP
 GB1970  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GB1970
 GB1970  VERT ORDER  -  SECOND    CLASS 0
 GB1970
 GB1970.The horizontal coordinates were scaled from a topographic map and have
 GB1970.an estimated accuracy of +/- 6 seconds.
 GB1970
 GB1970.The orthometric height was determined by differential leveling
 GB1970.and adjusted by the National Geodetic Survey in June 1991..
 GB1970
 GB1970.The geoid height was determined by GEOID03.
 GB1970
 GB1970.The dynamic height is computed by dividing the NAVD 88
 GB1970.geopotential number by the normal gravity value computed on the
 GB1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1970.degrees latitude (g = 980.6199 gals.).
 GB1970
 GB1970.The modeled gravity was interpolated from observed gravity values.
 GB1970
 GB1970;                    North         East    Units  Estimated Accuracy
 GB1970;SPC TN       -   242,560.      612,660.      MT  (+/- 180 meters Scaled)
 GB1970
 GB1970                          SUPERSEDED SURVEY CONTROL
 GB1970
 GB1970  NGVD 29 (??/??/92)  283.842  (m)          931.24   (f) ADJ UNCH    2 0
 GB1970
 GB1970.Superseded values are not recommended for survey control.
 GB1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1970.See file dsdata.txt to determine how the superseded data were derived.
 GB1970
 GB1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF021421(NAD 83)
 GB1970_MARKER: DB = BENCH MARK DISK
 GB1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1970_STAMPING: R 82 1935
 GB1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1970+STABILITY: SURFACE MOTION
 GB1970
 GB1970  HISTORY     - Date     Condition        Report By
 GB1970  HISTORY     - 1935     MONUMENTED       CGS
 GB1970
 GB1970                          STATION DESCRIPTION
 GB1970
 GB1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1970'1 MI W FROM RED BOILING SPRINGS.
 GB1970'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 52 FROM RED BOILING SPRINGS,
 GB1970'MACON COUNTY, ABOUT 250 YARDS NORTH OF THE INTERSECTION OF STATE
 GB1970'HIGHWAY 56, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET
 GB1970'NORTH OF THE CENTERLINE OF A PRIVATE ROAD, 9 FEET NORTHEAST OF A
 GB1970'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GB1970'STAMPED R 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0150 ***********************************************************************
 GC0150  DESIGNATION -  R 83
 GC0150  PID         -  GC0150
 GC0150  STATE/COUNTY-  TN/SUMNER
 GC0150  USGS QUAD   -  GALLATIN (1983)
 GC0150
 GC0150                         *CURRENT SURVEY CONTROL
 GC0150  ___________________________________________________________________
 GC0150* NAD 83(1986)-  36 23 51.     (N)    086 24 08.     (W)     SCALED    
 GC0150* NAVD 88     -       189.262  (meters)     620.94   (feet)  ADJUSTED  
 GC0150  ___________________________________________________________________
 GC0150  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0150  DYNAMIC HT  -         189.108 (meters)     620.43  (feet)  COMP
 GC0150  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC0150
 GC0150  VERT ORDER  -  SECOND    CLASS 0
 GC0150
 GC0150.The horizontal coordinates were scaled from a topographic map and have
 GC0150.an estimated accuracy of +/- 6 seconds.
 GC0150
 GC0150.The orthometric height was determined by differential leveling
 GC0150.and adjusted by the National Geodetic Survey in June 1991..
 GC0150
 GC0150.The geoid height was determined by GEOID03.
 GC0150
 GC0150.The dynamic height is computed by dividing the NAVD 88
 GC0150.geopotential number by the normal gravity value computed on the
 GC0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0150.degrees latitude (g = 980.6199 gals.).
 GC0150
 GC0150.The modeled gravity was interpolated from observed gravity values.
 GC0150
 GC0150;                    North         East    Units  Estimated Accuracy
 GC0150;SPC TN       -   229,100.      563,920.      MT  (+/- 180 meters Scaled)
 GC0150
 GC0150                          SUPERSEDED SURVEY CONTROL
 GC0150
 GC0150  NGVD 29 (??/??/92)  189.336  (m)          621.18   (f) ADJ UNCH    2 0
 GC0150
 GC0150.Superseded values are not recommended for survey control.
 GC0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0150.See file dsdata.txt to determine how the superseded data were derived.
 GC0150
 GC0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF536282(NAD 83)
 GC0150_MARKER: DB = BENCH MARK DISK
 GC0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0150_STAMPING: R 83 1935
 GC0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0150+STABILITY: SURFACE MOTION
 GC0150
 GC0150  HISTORY     - Date     Condition        Report By
 GC0150  HISTORY     - 1935     MONUMENTED       CGS
 GC0150
 GC0150                          STATION DESCRIPTION
 GC0150
 GC0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0150'3.7 MI NE FROM GALLATIN.
 GC0150'3.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0150'FROM THE STATION AT GALLATIN, SUMNER COUNTY, 31 YARDS NORTH OF
 GC0150'THE NORTH END OF THE STATION AT TROUSDALE, 32 FEET NORTH OF THE
 GC0150'CENTERLINE OF STATE HIGHWAY 25, 26.3 FEET NORTHWEST OF THE
 GC0150'NORTHWEST RAIL, AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A
 GC0150'STANDARD DISK, STAMPED R 83 1935 AND SET IN THE TOP OF A CONCRETE
 GC0150'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1625 ***********************************************************************
 GB1625  DESIGNATION -  R 84
 GB1625  PID         -  GB1625
 GB1625  STATE/COUNTY-  TN/PUTNAM
 GB1625  USGS QUAD   -  MONTEREY (1981)
 GB1625
 GB1625                         *CURRENT SURVEY CONTROL
 GB1625  ___________________________________________________________________
 GB1625* NAD 83(1986)-  36 08 53.     (N)    085 16 11.     (W)     SCALED    
 GB1625* NAVD 88     -       569.863  (meters)    1869.63   (feet)  ADJUSTED  
 GB1625  ___________________________________________________________________
 GB1625  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1625  DYNAMIC HT  -         569.335 (meters)    1867.89  (feet)  COMP
 GB1625  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 GB1625
 GB1625  VERT ORDER  -  SECOND    CLASS 0
 GB1625
 GB1625.The horizontal coordinates were scaled from a topographic map and have
 GB1625.an estimated accuracy of +/- 6 seconds.
 GB1625
 GB1625.The orthometric height was determined by differential leveling
 GB1625.and adjusted by the National Geodetic Survey in June 1991..
 GB1625
 GB1625.The geoid height was determined by GEOID03.
 GB1625
 GB1625.The dynamic height is computed by dividing the NAVD 88
 GB1625.geopotential number by the normal gravity value computed on the
 GB1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1625.degrees latitude (g = 980.6199 gals.).
 GB1625
 GB1625.The modeled gravity was interpolated from observed gravity values.
 GB1625
 GB1625;                    North         East    Units  Estimated Accuracy
 GB1625;SPC TN       -   201,590.      665,720.      MT  (+/- 180 meters Scaled)
 GB1625
 GB1625                          SUPERSEDED SURVEY CONTROL
 GB1625
 GB1625  NGVD 29 (??/??/92)  569.877  (m)         1869.67   (f) ADJ UNCH    2 0
 GB1625
 GB1625.Superseded values are not recommended for survey control.
 GB1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1625.See file dsdata.txt to determine how the superseded data were derived.
 GB1625
 GB1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF556017(NAD 83)
 GB1625_MARKER: DB = BENCH MARK DISK
 GB1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1625_STAMPING: R 84 1935
 GB1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1625+STABILITY: SURFACE MOTION
 GB1625
 GB1625  HISTORY     - Date     Condition        Report By
 GB1625  HISTORY     - 1935     MONUMENTED       CGS
 GB1625  HISTORY     - 1950     GOOD             NGS
 GB1625  HISTORY     - 1960     GOOD             NGS
 GB1625
 GB1625                          STATION DESCRIPTION
 GB1625
 GB1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1625'AT MONTEREY.
 GB1625'AT MONTEREY, PUTNAM COUNTY, 250 YARDS WEST OF THE TENNESSEE
 GB1625'CENTRAL RAILWAY STATION, AT A STREET CROSSING, 52 FEET SOUTHEAST
 GB1625'OF THE INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF THE
 GB1625'STREET, 8 FEET EAST OF A SWITCH SIGNAL, 9 FEET SOUTH OF THE
 GB1625'SOUTH RAIL, AND ABOUT 0.5 FOOT LOWER THAN THE TOP OF THE
 GB1625'RAIL.  A STANDARD DISK, STAMPED R 84 1935 AND SET IN THE TOP OF A
 GB1625'CONCRETE POST.
 GB1625
 GB1625                          STATION RECOVERY (1960)
 GB1625
 GB1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0185 ***********************************************************************
 GC0185  DESIGNATION -  R 85
 GC0185  PID         -  GC0185
 GC0185  STATE/COUNTY-  TN/WILSON
 GC0185  USGS QUAD   -  LEBANON (1983)
 GC0185
 GC0185                         *CURRENT SURVEY CONTROL
 GC0185  ___________________________________________________________________
 GC0185* NAD 83(1986)-  36 14 56.     (N)    086 17 18.     (W)     SCALED    
 GC0185* NAVD 88     -       168.711  (meters)     553.51   (feet)  ADJUSTED  
 GC0185  ___________________________________________________________________
 GC0185  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0185  DYNAMIC HT  -         168.572 (meters)     553.06  (feet)  COMP
 GC0185  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GC0185
 GC0185  VERT ORDER  -  SECOND    CLASS 0
 GC0185
 GC0185.The horizontal coordinates were scaled from a topographic map and have
 GC0185.an estimated accuracy of +/- 6 seconds.
 GC0185
 GC0185.The orthometric height was determined by differential leveling
 GC0185.and adjusted by the National Geodetic Survey in June 1991..
 GC0185
 GC0185.The geoid height was determined by GEOID03.
 GC0185
 GC0185.The dynamic height is computed by dividing the NAVD 88
 GC0185.geopotential number by the normal gravity value computed on the
 GC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0185.degrees latitude (g = 980.6199 gals.).
 GC0185
 GC0185.The modeled gravity was interpolated from observed gravity values.
 GC0185
 GC0185;                    North         East    Units  Estimated Accuracy
 GC0185;SPC TN       -   212,570.      574,090.      MT  (+/- 180 meters Scaled)
 GC0185
 GC0185                          SUPERSEDED SURVEY CONTROL
 GC0185
 GC0185  NGVD 29 (??/??/92)  168.775  (m)          553.72   (f) ADJ UNCH    2 0
 GC0185
 GC0185.Superseded values are not recommended for survey control.
 GC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0185.See file dsdata.txt to determine how the superseded data were derived.
 GC0185
 GC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF639117(NAD 83)
 GC0185_MARKER: DB = BENCH MARK DISK
 GC0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0185_STAMPING: R 85 1935
 GC0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0185+STABILITY: SURFACE MOTION
 GC0185
 GC0185  HISTORY     - Date     Condition        Report By
 GC0185  HISTORY     - 1935     MONUMENTED       CGS
 GC0185  HISTORY     - 1954     MARK NOT FOUND   NGS
 GC0185
 GC0185                          STATION DESCRIPTION
 GC0185
 GC0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0185'2.9 MI N FROM LEBANON.
 GC0185'2.9 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 GC0185'LEBANON, WILSON COUNTY, AT THE JUNCTION OF A DRIVEWAY LEADING TO
 GC0185'THE L. CUNNINGHAM RESIDENCE IN 1935, 22 FEET EAST OF THE
 GC0185'CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF THE CENTERLINE
 GC0185'OF THE DRIVEWAY, 43 FEET NORTH OF TWO 8-INCH CEDAR TREES,
 GC0185'DIRECTLY ACROSS THE HIGHWAY FROM THE HOME OF CHARLES RUTLEDGE
 GC0185'IN 1935, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GC0185'R 85 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 GC0185'BELIEVED THAT THIS BENCH MARK WAS DESTROYED DURING NEW HIGHWAY
 GC0185'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0352 ***********************************************************************
 GC0352  DESIGNATION -  R 86
 GC0352  PID         -  GC0352
 GC0352  STATE/COUNTY-  TN/SUMNER
 GC0352  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0352
 GC0352                         *CURRENT SURVEY CONTROL
 GC0352  ___________________________________________________________________
 GC0352* NAD 83(1986)-  36 18 32.     (N)    086 37 10.     (W)     SCALED    
 GC0352* NAVD 88     -       145.196  (meters)     476.36   (feet)  ADJUSTED  
 GC0352  ___________________________________________________________________
 GC0352  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0352  DYNAMIC HT  -         145.073 (meters)     475.96  (feet)  COMP
 GC0352  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GC0352
 GC0352  VERT ORDER  -  SECOND    CLASS 0
 GC0352
 GC0352.The horizontal coordinates were scaled from a topographic map and have
 GC0352.an estimated accuracy of +/- 6 seconds.
 GC0352
 GC0352.The orthometric height was determined by differential leveling
 GC0352.and adjusted by the National Geodetic Survey in June 1991..
 GC0352
 GC0352.The geoid height was determined by GEOID03.
 GC0352
 GC0352.The dynamic height is computed by dividing the NAVD 88
 GC0352.geopotential number by the normal gravity value computed on the
 GC0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0352.degrees latitude (g = 980.6199 gals.).
 GC0352
 GC0352.The modeled gravity was interpolated from observed gravity values.
 GC0352
 GC0352;                    North         East    Units  Estimated Accuracy
 GC0352;SPC TN       -   219,370.      544,370.      MT  (+/- 180 meters Scaled)
 GC0352
 GC0352                          SUPERSEDED SURVEY CONTROL
 GC0352
 GC0352  NGVD 29 (??/??/92)  145.226  (m)          476.46   (f) ADJ UNCH    2 0
 GC0352
 GC0352.Superseded values are not recommended for survey control.
 GC0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0352.See file dsdata.txt to determine how the superseded data were derived.
 GC0352
 GC0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF341182(NAD 83)
 GC0352_MARKER: DB = BENCH MARK DISK
 GC0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0352_STAMPING: R 86 1935
 GC0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0352+STABILITY: SURFACE MOTION
 GC0352
 GC0352  HISTORY     - Date     Condition        Report By
 GC0352  HISTORY     - 1935     MONUMENTED       CGS
 GC0352
 GC0352                          STATION DESCRIPTION
 GC0352
 GC0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0352'AT HENDERSONVILLE.
 GC0352'AT HENDERSONVILLE, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0352'RAILROAD, 26 YARDS EAST OF THE EAST CORNER OF THE STATION, 42 FEET
 GC0352'SOUTHWEST OF THE TOOLHOUSE, 11.3 FEET NORTHWEST SIDE OF THE
 GC0352'SECTIONHOUSE, 27.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 GC0352'ABOUT 2 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 GC0352'STAMPED R 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1249 ***********************************************************************
 GC1249  DESIGNATION -  R 87
 GC1249  PID         -  GC1249
 GC1249  STATE/COUNTY-  TN/ROBERTSON
 GC1249  USGS QUAD   -  ADAMS (1984)
 GC1249
 GC1249                         *CURRENT SURVEY CONTROL
 GC1249  ___________________________________________________________________
 GC1249* NAD 83(1986)-  36 33 58.     (N)    087 02 08.     (W)     SCALED    
 GC1249* NAVD 88     -       190.858  (meters)     626.17   (feet)  ADJUSTED  
 GC1249  ___________________________________________________________________
 GC1249  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1249  DYNAMIC HT  -         190.702 (meters)     625.66  (feet)  COMP
 GC1249  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GC1249
 GC1249  VERT ORDER  -  SECOND    CLASS 0
 GC1249
 GC1249.The horizontal coordinates were scaled from a topographic map and have
 GC1249.an estimated accuracy of +/- 6 seconds.
 GC1249
 GC1249.The orthometric height was determined by differential leveling
 GC1249.and adjusted by the National Geodetic Survey in June 1991..
 GC1249
 GC1249.The geoid height was determined by GEOID03.
 GC1249
 GC1249.The dynamic height is computed by dividing the NAVD 88
 GC1249.geopotential number by the normal gravity value computed on the
 GC1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1249.degrees latitude (g = 980.6199 gals.).
 GC1249
 GC1249.The modeled gravity was interpolated from observed gravity values.
 GC1249
 GC1249;                    North         East    Units  Estimated Accuracy
 GC1249;SPC TN       -   248,220.      507,300.      MT  (+/- 180 meters Scaled)
 GC1249
 GC1249                          SUPERSEDED SURVEY CONTROL
 GC1249
 GC1249  NGVD 29 (??/??/92)  190.921  (m)          626.38   (f) ADJ UNCH    2 0
 GC1249
 GC1249.Superseded values are not recommended for survey control.
 GC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1249.See file dsdata.txt to determine how the superseded data were derived.
 GC1249
 GC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF968467(NAD 83)
 GC1249_MARKER: DB = BENCH MARK DISK
 GC1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1249_STAMPING: R 87 1935
 GC1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1249+STABILITY: SURFACE MOTION
 GC1249
 GC1249  HISTORY     - Date     Condition        Report By
 GC1249  HISTORY     - 1935     MONUMENTED       CGS
 GC1249  HISTORY     - 1956     MARK NOT FOUND   USGS
 GC1249
 GC1249                          STATION DESCRIPTION
 GC1249
 GC1249'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GC1249'2.2 MI NW FROM CEDAR HILL.
 GC1249'2.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1249'FROM THE STATION AT CEDAR HILL, ROBERTSON COUNTY, 90 YARDS SOUTH
 GC1249'OF A SEMAPHORE, 18 FEET NORTHEAST OF THE CROSSING OF THE CENTERLINE
 GC1249'OF A DIRT ROAD, 11 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT
 GC1249'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC1249'R 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0345 ***********************************************************************
 FF0345  DESIGNATION -  R 88
 FF0345  PID         -  FF0345
 FF0345  STATE/COUNTY-  TN/SHELBY
 FF0345  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0345
 FF0345                         *CURRENT SURVEY CONTROL
 FF0345  ___________________________________________________________________
 FF0345* NAD 83(1986)-  35 09 23.     (N)    090 02 53.     (W)     SCALED    
 FF0345* NAVD 88     -        71.828  (meters)     235.66   (feet)  ADJUSTED  
 FF0345  ___________________________________________________________________
 FF0345  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0345  DYNAMIC HT  -          71.763 (meters)     235.44  (feet)  COMP
 FF0345  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FF0345
 FF0345  VERT ORDER  -  FIRST     CLASS II
 FF0345
 FF0345.The horizontal coordinates were scaled from a topographic map and have
 FF0345.an estimated accuracy of +/- 6 seconds.
 FF0345
 FF0345.The orthometric height was determined by differential leveling
 FF0345.and adjusted by the National Geodetic Survey in June 1991..
 FF0345
 FF0345.The geoid height was determined by GEOID03.
 FF0345
 FF0345.The dynamic height is computed by dividing the NAVD 88
 FF0345.geopotential number by the normal gravity value computed on the
 FF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0345.degrees latitude (g = 980.6199 gals.).
 FF0345
 FF0345.The modeled gravity was interpolated from observed gravity values.
 FF0345
 FF0345;                    North         East    Units  Estimated Accuracy
 FF0345;SPC TN       -    98,950.      231,260.      MT  (+/- 180 meters Scaled)
 FF0345
 FF0345                          SUPERSEDED SURVEY CONTROL
 FF0345
 FF0345  NGVD 29 (??/??/??)   71.790  (m)          235.53   (f) ADJUSTED    1 2
 FF0345
 FF0345.Superseded values are not recommended for survey control.
 FF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0345.See file dsdata.txt to determine how the superseded data were derived.
 FF0345
 FF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU688943(NAD 83)
 FF0345_MARKER: DB = BENCH MARK DISK
 FF0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0345_SP_SET: BUILDING
 FF0345_STAMPING: R 88 1957
 FF0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0345
 FF0345  HISTORY     - Date     Condition        Report By
 FF0345  HISTORY     - 1957     MONUMENTED       CGS
 FF0345  HISTORY     - 1974     GOOD             NGS
 FF0345  HISTORY     - 1976     GOOD             NGS
 FF0345  HISTORY     - 19940929 GOOD             TN1620
 FF0345  HISTORY     - 20021024 POOR             USACE
 FF0345
 FF0345                          STATION DESCRIPTION
 FF0345
 FF0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0345'AT MEMPHIS.
 FF0345'AT MEMPHIS, NEAR THE INTERSECTION OF MAIN STREET AND AUCTION
 FF0345'AVENUE, 173 FEET SOUTH OF THE SOUTH CURB LINE OF AUCTION AVENUE,
 FF0345'156 FEET NORTH OF THE NORTH CURB LINE OF NORTH PARKWAY, 13 FEET
 FF0345'EAST OF THE EAST CURB LINE OF MAIN STREET, SET VERTICALLY IN THE
 FF0345'WEST BRICK FACE OF THE CENTRAL SUPPLY COMPANY BUILDING, 1 FOOT
 FF0345'SOUTH OF THE NORTHWEST CORNER, 1.7 FEET ABOVE SIDEWALK.
 FF0345'NOTE-- THIS MARK IS ALSO 0.8 MILE NORTH ALONG NORTH FRONT STREET
 FF0345'FROM COURTHOUSE AND POST OFFICE AND 0.4 MILE NORTH AND 1 BLOCK
 FF0345'EAST FROM BM F 261.
 FF0345
 FF0345                          STATION RECOVERY (1976)
 FF0345
 FF0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0345'RECOVERED IN GOOD CONDITION.
 FF0345
 FF0345                          STATION RECOVERY (1994)
 FF0345
 FF0345'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0345'RECOVERED IN GOOD CONDITION.
 FF0345
 FF0345                          STATION RECOVERY (2002)
 FF0345
 FF0345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0345'MARK DESTROYED. BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1662 ***********************************************************************
 FE1662  DESIGNATION -  R 89
 FE1662  PID         -  FE1662
 FE1662  STATE/COUNTY-  TN/TIPTON
 FE1662  USGS QUAD   -  GILT EDGE (1981)
 FE1662
 FE1662                         *CURRENT SURVEY CONTROL
 FE1662  ___________________________________________________________________
 FE1662* NAD 83(1986)-  35 32 20.     (N)    089 52 10.     (W)     SCALED    
 FE1662* NAVD 88     -       112.737  (meters)     369.87   (feet)  ADJUSTED  
 FE1662  ___________________________________________________________________
 FE1662  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1662  DYNAMIC HT  -         112.640 (meters)     369.55  (feet)  COMP
 FE1662  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FE1662
 FE1662  VERT ORDER  -  FIRST     CLASS II
 FE1662
 FE1662.The horizontal coordinates were scaled from a topographic map and have
 FE1662.an estimated accuracy of +/- 6 seconds.
 FE1662
 FE1662.The orthometric height was determined by differential leveling
 FE1662.and adjusted by the National Geodetic Survey in June 1991..
 FE1662
 FE1662.The geoid height was determined by GEOID03.
 FE1662
 FE1662.The dynamic height is computed by dividing the NAVD 88
 FE1662.geopotential number by the normal gravity value computed on the
 FE1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1662.degrees latitude (g = 980.6199 gals.).
 FE1662
 FE1662.The modeled gravity was interpolated from observed gravity values.
 FE1662
 FE1662;                    North         East    Units  Estimated Accuracy
 FE1662;SPC TN       -   140,690.      249,200.      MT  (+/- 180 meters Scaled)
 FE1662
 FE1662                          SUPERSEDED SURVEY CONTROL
 FE1662
 FE1662  NGVD 29 (??/??/??)  112.709  (m)          369.78   (f) ADJUSTED    1 2
 FE1662
 FE1662.Superseded values are not recommended for survey control.
 FE1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1662.See file dsdata.txt to determine how the superseded data were derived.
 FE1662
 FE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE398365(NAD 83)
 FE1662_MARKER: DB = BENCH MARK DISK
 FE1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1662_STAMPING: R 89 1957
 FE1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1662+STABILITY: SURFACE MOTION
 FE1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1662+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1662
 FE1662  HISTORY     - Date     Condition        Report By
 FE1662  HISTORY     - 1957     MONUMENTED       CGS
 FE1662  HISTORY     - 20020807 GOOD             USACE
 FE1662
 FE1662                          STATION DESCRIPTION
 FE1662
 FE1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1662'2.2 MI NE FROM RANDOLPH.
 FE1662'2.25 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE RANDOLPH
 FE1662'METHODIST CHURCH AT RANDOLPH, ABOUT 0.4 MILE SOUTHWEST OF THE
 FE1662'MT. PISQUH CHURCH, 119 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1662'ROAD, 73 FEET NORTH-NORTHEAST OF THE EAST CORNER OF THE DOUGLAS
 FE1662'BALLARD RESIDENCE, 41 FEET WEST OF THE WEST CORNER OF MR.
 FE1662'BALLARDS DAUGHTER RESIDENCE, 4 FEET EAST-NORTHEAST OF A FENCE
 FE1662'CORNER, 6 FEET SOUTHWEST OF A POWER LINE POLE ON A BRANCH LINE,
 FE1662'2 FEET SOUTHEAST OF A FENCE LINE, ABOUT 5 FEET ABOVE THE LEVEL
 FE1662'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FE1662'INCH ABOVE THE GROUND.
 FE1662
 FE1662                          STATION RECOVERY (2002)
 FE1662
 FE1662'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1662'MONUMENT IS IN REAR OF PARR RESIDENCE AT 2677 RANDOLPH RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0709 ***********************************************************************
 FD0709  DESIGNATION -  R 9
 FD0709  PID         -  FD0709
 FD0709  STATE/COUNTY-  TN/MAURY
 FD0709  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0709
 FD0709                         *CURRENT SURVEY CONTROL
 FD0709  ___________________________________________________________________
 FD0709* NAD 83(1986)-  35 32 04.     (N)    087 12 27.     (W)     SCALED    
 FD0709* NAVD 88     -       205.656  (meters)     674.72   (feet)  ADJUSTED  
 FD0709  ___________________________________________________________________
 FD0709  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0709  DYNAMIC HT  -         205.469 (meters)     674.11  (feet)  COMP
 FD0709  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FD0709
 FD0709  VERT ORDER  -  FIRST     CLASS II
 FD0709
 FD0709.The horizontal coordinates were scaled from a topographic map and have
 FD0709.an estimated accuracy of +/- 6 seconds.
 FD0709
 FD0709.The orthometric height was determined by differential leveling
 FD0709.and adjusted by the National Geodetic Survey in June 1991..
 FD0709.WARNING-Repeat measurements at this control monument indicate possible
 FD0709.vertical movement.
 FD0709
 FD0709.The geoid height was determined by GEOID03.
 FD0709
 FD0709.The dynamic height is computed by dividing the NAVD 88
 FD0709.geopotential number by the normal gravity value computed on the
 FD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0709.degrees latitude (g = 980.6199 gals.).
 FD0709
 FD0709.The modeled gravity was interpolated from observed gravity values.
 FD0709
 FD0709;                    North         East    Units  Estimated Accuracy
 FD0709;SPC TN       -   133,940.      490,500.      MT  (+/- 180 meters Scaled)
 FD0709
 FD0709                          SUPERSEDED SURVEY CONTROL
 FD0709
 FD0709  NGVD 29 (??/??/92)  205.647  (m)          674.69   (f) ADJ UNCH    1 2
 FD0709
 FD0709.Superseded values are not recommended for survey control.
 FD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0709.See file dsdata.txt to determine how the superseded data were derived.
 FD0709
 FD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE811323(NAD 83)
 FD0709_MARKER: DB = BENCH MARK DISK
 FD0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0709_SP_SET: BUILDING
 FD0709_STAMPING: 674.854 R 9 1931
 FD0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0709
 FD0709  HISTORY     - Date     Condition        Report By
 FD0709  HISTORY     - 1931     MONUMENTED       CGS
 FD0709  HISTORY     - 1953     GOOD             NGS
 FD0709  HISTORY     - 1962     GOOD             NGS
 FD0709  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0709  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0709
 FD0709                          STATION DESCRIPTION
 FD0709
 FD0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0709'AT MOUNT PLEASANT.
 FD0709'AT MOUNT PLEASANT, AT THE CITY HALL, IN THE EAST WALL OF THE
 FD0709'BUILDING, 1 FOOT SOUTH OF THE NORTHEAST CORNER, AND 9 INCHES
 FD0709'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 674.854 R 9 1931
 FD0709'AND SET VERTICALLY.
 FD0709
 FD0709                          STATION RECOVERY (1962)
 FD0709
 FD0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0709'RECOVERED IN GOOD CONDITION.
 FD0709
 FD0709                          STATION RECOVERY (1984)
 FD0709
 FD0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0709'SEARCHED FOR BUT NOT RECOVERED, THE OLD CITY HALL HAS BEEN TORN DOWN
 FD0709'AND A NEW ONE BUILT IN THE SAME LOCATION.
 FD0709
 FD0709                          STATION RECOVERY (2002)
 FD0709
 FD0709'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0709'BUILDING HAS BEEN TORN DOWN AND A NEW BUILDING ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2609 ***********************************************************************
 FE2609  DESIGNATION -  R 9 3
 FE2609  PID         -  FE2609
 FE2609  STATE/COUNTY-  TN/DYER
 FE2609  USGS QUAD   -  KNOB CREEK (1972)
 FE2609
 FE2609                         *CURRENT SURVEY CONTROL
 FE2609  ___________________________________________________________________
 FE2609* NAD 83(1995)-  35 56 07.19924(N)    089 34 51.24040(W)     ADJUSTED  
 FE2609* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 FE2609  ___________________________________________________________________
 FE2609  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE2609  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE2609
 FE2609  HORZ ORDER  -  SECOND
 FE2609
 FE2609.The horizontal coordinates were established by classical geodetic methods
 FE2609.and adjusted by the National Geodetic Survey in April 1999..
 FE2609
 FE2609.The orthometric height was scaled from a topographic map.
 FE2609
 FE2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2609
 FE2609.The geoid height was determined by GEOID03.
 FE2609
 FE2609;                    North         East     Units Scale Factor Converg.
 FE2609;SPC TN       -   183,651.034   276,957.715   MT  0.99994996   -2 05 47.0
 FE2609;SPC TN       -   602,528.43    908,652.10   sFT  0.99994996   -2 05 47.0
 FE2609;SPC AR N     -   180,411.860   618,261.042   MT  0.99995465   +1 24 27.6
 FE2609;SPC AR N     -   591,901.24  2,028,411.44   sFT  0.99995465   +1 24 27.6
 FE2609;SPC MO E     -    11,707.213   332,932.626   MT  1.00001805   +0 32 21.9
 FE2609;UTM  16      - 3,979,854.655   267,175.142   MT  1.00026800   -1 30 55.2
 FE2609
 FE2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2609!SPC TN       -   0.99999215  x   0.99994996  =   0.99994211
 FE2609!SPC AR N     -   0.99999215  x   0.99995465  =   0.99994680
 FE2609!SPC MO E     -   0.99999215  x   1.00001805  =   1.00001020
 FE2609!UTM  16      -   0.99999215  x   1.00026800  =   1.00026015
 FE2609
 FE2609                          SUPERSEDED SURVEY CONTROL
 FE2609
 FE2609  NAD 83(1995)-  35 56 07.20201(N)    089 34 51.23941(W) AD(       ) 2
 FE2609  NAD 83(1986)-  35 56 07.21005(N)    089 34 51.24096(W) AD(       ) 2
 FE2609  NAD 27      -  35 56 06.94490(N)    089 34 50.96380(W) AD(       ) 2
 FE2609
 FE2609.Superseded values are not recommended for survey control.
 FE2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2609.See file dsdata.txt to determine how the superseded data were derived.
 FE2609
 FE2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6717579855(NAD 83)
 FE2609_MARKER: P = PIPE CAP
 FE2609_SETTING: 0 = UNSPECIFIED SETTING
 FE2609
 FE2609  HISTORY     - Date     Condition        Report By
 FE2609  HISTORY     - 1959     MONUMENTED       USE
 FE2609
 FE2609                          STATION DESCRIPTION
 FE2609
 FE2609'DESCRIBED BY US ENGINEERS 1959
 FE2609'TO REACH THE STATION FROM THE FINLEY METHODIST CHURCH IN FINLEY, GO
 FE2609'WEST ON STATE HIGHWAY 20 FOR 1.1 MILES TO A CROSSROAD (BIG
 FE2609'BOY JUNCTION). TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 7.1 MILES
 FE2609'TO A SIDE ROAD LEFT AND A STORE IN THE SOUTHEAST ANGLE OF THE
 FE2609'INTERSECTION. TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 5.6
 FE2609'MILES TO AN IRON BRIDGE AND THE END OF THE PAVEMENT. CONTINUE AHEAD
 FE2609'ON A GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 FE2609'DESCRIBED.
 FE2609'
 FE2609'B.M. R-9-3 (USED) IT IS A STANDARD
 FE2609'U.S. ENGINEERS DEPARTMENT CAP STAMPED BM R-9-3 REF.  RIVETED TO THE
 FE2609'TOP OF A 4 INCH IRON PIPE PROJECTING 16 INCHES. IT IS 29 FEET WEST OF
 FE2609'THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET EAST OF A 48 INCH
 FE2609'SYCAMORE TREE AND 16 FEET WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1333 ***********************************************************************
 FD1333  DESIGNATION -  R 9 RESET
 FD1333  PID         -  FD1333
 FD1333  STATE/COUNTY-  TN/MAURY
 FD1333  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1333
 FD1333                         *CURRENT SURVEY CONTROL
 FD1333  ___________________________________________________________________
 FD1333* NAD 83(1986)-  35 32 04.     (N)    087 12 27.     (W)     SCALED    
 FD1333* NAVD 88     -       206.50   (meters)     677.5    (feet)  RESET     
 FD1333  ___________________________________________________________________
 FD1333  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1333
 FD1333  VERT ORDER  -  THIRD
 FD1333
 FD1333.The horizontal coordinates were scaled from a topographic map and have
 FD1333.an estimated accuracy of +/- 6 seconds.
 FD1333
 FD1333.The orthometric height was computed from unverified reset data.
 FD1333.No vertical observational check was made to the station.
 FD1333
 FD1333.The geoid height was determined by GEOID03.
 FD1333
 FD1333;                    North         East    Units  Estimated Accuracy
 FD1333;SPC TN       -   133,940.      490,500.      MT  (+/- 180 meters Scaled)
 FD1333
 FD1333                          SUPERSEDED SURVEY CONTROL
 FD1333
 FD1333  NGVD 29 (10/12/01)  206.50   (m)          677.5    (f) RESET       3  
 FD1333
 FD1333.Superseded values are not recommended for survey control.
 FD1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1333.See file dsdata.txt to determine how the superseded data were derived.
 FD1333
 FD1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE811323(NAD 83)
 FD1333_MARKER: DB = BENCH MARK DISK
 FD1333_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FD1333_SP_SET: RETAINING WALL
 FD1333_STAMPING: R 9 RESET 1981
 FD1333_MARK LOGO: NGS   
 FD1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1333+STABILITY: SURFACE MOTION
 FD1333
 FD1333  HISTORY     - Date     Condition        Report By
 FD1333  HISTORY     - 1981     MONUMENTED       NGS
 FD1333
 FD1333                          STATION DESCRIPTION
 FD1333
 FD1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FD1333'IN MOUNT PLEASANT.
 FD1333'IN THE CENTER OF MOUNT PLEASANT, IN THE TOP AND NORTHEAST CORNER
 FD1333'OF A CONCRETE RETAINING WALL AROUND A CONFEDERATE MONUMENT,ABOUT
 FD1333'1.0 FOOT ABOVE BRICK WALK, (70.0 FEET) SOUTH OF THE CENTERLINE
 FD1333'HAY LONG AVENUE, (44 FEET) WEST OF THE CENERLINE OF SOUTH MAIN
 FD1333'STREET AND (1.0 FOOT) SOUTHWEST OF A METAL LIGHT POLE ON THE
 FD1333'NORTHEAST CORNER OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1337 ***********************************************************************
 FE1337  DESIGNATION -  R 90
 FE1337  PID         -  FE1337
 FE1337  STATE/COUNTY-  TN/TIPTON
 FE1337  USGS QUAD   -  DRUMMONDS (1983)
 FE1337
 FE1337                         *CURRENT SURVEY CONTROL
 FE1337  ___________________________________________________________________
 FE1337* NAD 83(1986)-  35 23 56.     (N)    089 59 27.     (W)     SCALED    
 FE1337* NAVD 88     -        74.222  (meters)     243.51   (feet)  ADJUSTED  
 FE1337  ___________________________________________________________________
 FE1337  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1337  DYNAMIC HT  -          74.156 (meters)     243.29  (feet)  COMP
 FE1337  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FE1337
 FE1337  VERT ORDER  -  FIRST     CLASS II
 FE1337
 FE1337.The horizontal coordinates were scaled from a topographic map and have
 FE1337.an estimated accuracy of +/- 6 seconds.
 FE1337
 FE1337.The orthometric height was determined by differential leveling
 FE1337.and adjusted by the National Geodetic Survey in June 1991..
 FE1337
 FE1337.The geoid height was determined by GEOID03.
 FE1337
 FE1337.The dynamic height is computed by dividing the NAVD 88
 FE1337.geopotential number by the normal gravity value computed on the
 FE1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1337.degrees latitude (g = 980.6199 gals.).
 FE1337
 FE1337.The modeled gravity was interpolated from observed gravity values.
 FE1337
 FE1337;                    North         East    Units  Estimated Accuracy
 FE1337;SPC TN       -   125,610.      237,570.      MT  (+/- 180 meters Scaled)
 FE1337
 FE1337                          SUPERSEDED SURVEY CONTROL
 FE1337
 FE1337  NGVD 29 (??/??/??)   74.188  (m)          243.40   (f) ADJUSTED    1 2
 FE1337
 FE1337.Superseded values are not recommended for survey control.
 FE1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1337.See file dsdata.txt to determine how the superseded data were derived.
 FE1337
 FE1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE283213(NAD 83)
 FE1337_MARKER: DB = BENCH MARK DISK
 FE1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1337_STAMPING: R 90 1957
 FE1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1337+STABILITY: SURFACE MOTION
 FE1337
 FE1337  HISTORY     - Date     Condition        Report By
 FE1337  HISTORY     - 1957     MONUMENTED       CGS
 FE1337  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1337
 FE1337                          STATION DESCRIPTION
 FE1337
 FE1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1337'6.4 MI SW FROM DIXONVILLE.
 FE1337'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1337'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1337'GRAVEL ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL
 FE1337'ROAD, NEAR THE JUNCTION OF A FARM ROAD LEADING WEST, 103 FEET
 FE1337'WEST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER
 FE1337'LINE OF THE ROAD LEADING WEST, 210 FEET NORTHWEST OF THE CENTER
 FE1337'OF THE JUNCTION OF THE TWO ROADS, 194 FEET NORTH-NORTHWEST OF
 FE1337'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 15 FEET WEST OF THE
 FE1337'WEST SIDE OF A PROMINENT TREE COVERED MOUND, 18 FEET EAST OF A
 FE1337'FENCE CORNER, 12 FEET SOUTHEAST OF A FENCE LINE, 2 FEET
 FE1337'WEST-NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 FE1337'THE LEVEL OF THE ROAD WEST AND SET IN THE TOP OF A CONCRETE
 FE1337'POST PROJECTING 4 INCHES.
 FE1337
 FE1337                          STATION RECOVERY (2002)
 FE1337
 FE1337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1337'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1607 ***********************************************************************
 FE1607  DESIGNATION -  R 91
 FE1607  PID         -  FE1607
 FE1607  STATE/COUNTY-  TN/LAUDERDALE
 FE1607  USGS QUAD   -  GOLDDUST (1983)
 FE1607
 FE1607                         *CURRENT SURVEY CONTROL
 FE1607  ___________________________________________________________________
 FE1607* NAD 83(1986)-  35 43 40.     (N)    089 48 19.     (W)     SCALED    
 FE1607* NAVD 88     -        75.975  (meters)     249.26   (feet)  ADJUSTED  
 FE1607  ___________________________________________________________________
 FE1607  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1607  DYNAMIC HT  -          75.911 (meters)     249.05  (feet)  COMP
 FE1607  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1607
 FE1607  VERT ORDER  -  FIRST     CLASS II
 FE1607
 FE1607.The horizontal coordinates were scaled from a topographic map and have
 FE1607.an estimated accuracy of +/- 6 seconds.
 FE1607
 FE1607.The orthometric height was determined by differential leveling
 FE1607.and adjusted by the National Geodetic Survey in June 1991..
 FE1607
 FE1607.The geoid height was determined by GEOID03.
 FE1607
 FE1607.The dynamic height is computed by dividing the NAVD 88
 FE1607.geopotential number by the normal gravity value computed on the
 FE1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1607.degrees latitude (g = 980.6199 gals.).
 FE1607
 FE1607.The modeled gravity was interpolated from observed gravity values.
 FE1607
 FE1607;                    North         East    Units  Estimated Accuracy
 FE1607;SPC TN       -   161,400.      255,830.      MT  (+/- 180 meters Scaled)
 FE1607
 FE1607                          SUPERSEDED SURVEY CONTROL
 FE1607
 FE1607  NGVD 29 (??/??/??)   75.933  (m)          249.12   (f) ADJUSTED    1 2
 FE1607
 FE1607.Superseded values are not recommended for survey control.
 FE1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1607.See file dsdata.txt to determine how the superseded data were derived.
 FE1607
 FE1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE462573(NAD 83)
 FE1607_MARKER: P = PIPE CAP
 FE1607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1607_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1607_STAMPING: R 91 1957
 FE1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1607
 FE1607  HISTORY     - Date     Condition        Report By
 FE1607  HISTORY     - 1957     MONUMENTED       CGS
 FE1607  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1607
 FE1607                          STATION DESCRIPTION
 FE1607
 FE1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1607'4.6 MI SW FROM ASHPORT.
 FE1607'3.2 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1607'THENCE 0.6 MILE SOUTH ALONG A FARM ROAD, THENCE 0.8 MILE
 FE1607'SOUTHEAST ALONG FARM ROAD TO WOODS, NEAR THE EAST EDGE OF A
 FE1607'CULTIVATED FIELD, 180 FEET NORTH-NORTHWEST OF THE CENTER LINE
 FE1607'OF FARM ROAD (MEASURED FROM A POINT WHERE THE ROAD LEAVES THE
 FE1607'CULTIVATED FIELD AND ENTERS WOODS), 264 FEET SOUTH-SOUTHEAST OF
 FE1607'THE NORTHWEST CORNER OF WOODS, 17 FEET NORTH-NORTHWEST OF A
 FE1607'BLAZED 12-INCH THORN TREE, 15 FEET SOUTHEAST OF A BLAZED 24-INCH
 FE1607'PECAN TREE, 10 FEET SOUTHWEST OF A 20-INCH PECAN TREE AND ON
 FE1607'TOP OF A SLIGHT RIDGE, A DISK ON TOP OF A 2 1/2 INCH IRON PIPE
 FE1607'PROJECTING 7 INCHES ABOVE THE GROUND.
 FE1607
 FE1607                          STATION RECOVERY (2002)
 FE1607
 FE1607'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1356 ***********************************************************************
 FE1356  DESIGNATION -  R 93
 FE1356  PID         -  FE1356
 FE1356  STATE/COUNTY-  TN/TIPTON
 FE1356  USGS QUAD   -  MUNFORD (1983)
 FE1356
 FE1356                         *CURRENT SURVEY CONTROL
 FE1356  ___________________________________________________________________
 FE1356* NAD 83(1986)-  35 25 51.     (N)    089 47 25.     (W)     SCALED    
 FE1356* NAVD 88     -       121.789  (meters)     399.57   (feet)  ADJUSTED  
 FE1356  ___________________________________________________________________
 FE1356  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1356  DYNAMIC HT  -         121.682 (meters)     399.22  (feet)  COMP
 FE1356  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 FE1356
 FE1356  VERT ORDER  -  SECOND    CLASS 0
 FE1356
 FE1356.The horizontal coordinates were scaled from a topographic map and have
 FE1356.an estimated accuracy of +/- 6 seconds.
 FE1356
 FE1356.The orthometric height was determined by differential leveling
 FE1356.and adjusted by the National Geodetic Survey in June 1991..
 FE1356
 FE1356.The geoid height was determined by GEOID03.
 FE1356
 FE1356.The dynamic height is computed by dividing the NAVD 88
 FE1356.geopotential number by the normal gravity value computed on the
 FE1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1356.degrees latitude (g = 980.6199 gals.).
 FE1356
 FE1356.The modeled gravity was interpolated from observed gravity values.
 FE1356
 FE1356;                    North         East    Units  Estimated Accuracy
 FE1356;SPC TN       -   128,430.      255,910.      MT  (+/- 180 meters Scaled)
 FE1356
 FE1356                          SUPERSEDED SURVEY CONTROL
 FE1356
 FE1356  NGVD 29 (??/??/??)  121.758  (m)          399.47   (f) ADJUSTED    2 0
 FE1356
 FE1356.Superseded values are not recommended for survey control.
 FE1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1356.See file dsdata.txt to determine how the superseded data were derived.
 FE1356
 FE1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE466244(NAD 83)
 FE1356_MARKER: P = PIPE CAP
 FE1356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1356_STAMPING: R 93 1957
 FE1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1356
 FE1356  HISTORY     - Date     Condition        Report By
 FE1356  HISTORY     - 1957     MONUMENTED       CGS
 FE1356
 FE1356                          STATION DESCRIPTION
 FE1356
 FE1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1356'1 MI SW FROM ATOKA.
 FE1356'ABOUT 1.0 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1356'FROM THE STATION AT ATOKA, ABOUT 0.15 MILE SOUTHWEST OF MILEPOST
 FE1356'NO. 365, 64 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET
 FE1356'EAST-NORTHEAST OF TELEPHONE POLE NO. 6165, 44 FEET
 FE1356'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 6164, 3/4 FEET NORTHWEST
 FE1356'OF THE RIGHT-OF-WAY FENCE LINE AND ON A SHORT LOW CUT, 3 FEET
 FE1356'ABOVE THE LEVEL OF THE TRACK, A DISK WELDED ON TOP OF A 2 1/2
 FE1356'INCH IRON PIPE PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1774 ***********************************************************************
 FE1774  DESIGNATION -  R 94
 FE1774  PID         -  FE1774
 FE1774  STATE/COUNTY-  TN/LAUDERDALE
 FE1774  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1774
 FE1774                         *CURRENT SURVEY CONTROL
 FE1774  ___________________________________________________________________
 FE1774* NAD 83(1986)-  35 44 55.     (N)    089 32 38.     (W)     SCALED    
 FE1774* NAVD 88     -       123.326  (meters)     404.61   (feet)  ADJUSTED  
 FE1774  ___________________________________________________________________
 FE1774  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1774  DYNAMIC HT  -         123.221 (meters)     404.27  (feet)  COMP
 FE1774  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 FE1774
 FE1774  VERT ORDER  -  FIRST     CLASS I
 FE1774
 FE1774.The horizontal coordinates were scaled from a topographic map and have
 FE1774.an estimated accuracy of +/- 6 seconds.
 FE1774
 FE1774.The orthometric height was determined by differential leveling
 FE1774.and adjusted by the National Geodetic Survey in June 1991..
 FE1774
 FE1774.The geoid height was determined by GEOID03.
 FE1774
 FE1774.The dynamic height is computed by dividing the NAVD 88
 FE1774.geopotential number by the normal gravity value computed on the
 FE1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1774.degrees latitude (g = 980.6199 gals.).
 FE1774
 FE1774.The modeled gravity was interpolated from observed gravity values.
 FE1774
 FE1774;                    North         East    Units  Estimated Accuracy
 FE1774;SPC TN       -   162,830.      279,550.      MT  (+/- 180 meters Scaled)
 FE1774
 FE1774                          SUPERSEDED SURVEY CONTROL
 FE1774
 FE1774  NGVD 29 (??/??/??)  123.285  (m)          404.48   (f) ADJUSTED    1 1
 FE1774
 FE1774.Superseded values are not recommended for survey control.
 FE1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1774.See file dsdata.txt to determine how the superseded data were derived.
 FE1774
 FE1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE699590(NAD 83)
 FE1774_MARKER: DB = BENCH MARK DISK
 FE1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1774_STAMPING: R 94 1957
 FE1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1774+STABILITY: SURFACE MOTION
 FE1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1774+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1774
 FE1774  HISTORY     - Date     Condition        Report By
 FE1774  HISTORY     - 1957     MONUMENTED       CGS
 FE1774  HISTORY     - 1974     GOOD             NGS
 FE1774  HISTORY     - 20020807 GOOD             USACE
 FE1774
 FE1774                          STATION DESCRIPTION
 FE1774
 FE1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1774'0.8 MI NW FROM RIPLEY.
 FE1774'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1774'COURTHOUSE AT RIPLEY, AT THE JUNCTION WITH AN ASPHALT ROAD
 FE1774'LEADING SOUTHWEST (ASBURY AVENUE), 50 FEET WEST OF THE CENTER
 FE1774'LINE OF ASBURY AVENUE, 86 FEET SOUTHWEST OF AND ACROSS A PRIVATE
 FE1774'GRAVEL DRIVEWAY FROM THE CENTER LINE OF STATE HIGHWAY 19, 46
 FE1774'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PIPE CATTLE GUARD,
 FE1774'21.8 FEET SOUTH OF THE CENTER LINE OF A PRIVATE GRAVEL DRIVEWAY,
 FE1774'2 FEET NORTH OF A NEW POWER POLE BEARING A STREET LIGHT, 1.4
 FE1774'FEET NORTHWEST OF A CONCRETE WITNESS POST, 4 1/2 FEET BELOW
 FE1774'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE1774'2-INCHES.
 FE1774
 FE1774                          STATION RECOVERY (2002)
 FE1774
 FE1774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1774'OLD HWY 19 IS NOW LAKE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0857 ***********************************************************************
 GD0857  DESIGNATION -  R 95
 GD0857  PID         -  GD0857
 GD0857  STATE/COUNTY-  TN/LAKE
 GD0857  USGS QUAD   -  TENNEMO (1983)
 GD0857
 GD0857                         *CURRENT SURVEY CONTROL
 GD0857  ___________________________________________________________________
 GD0857* NAD 83(1986)-  36 14 55.     (N)    089 31 45.     (W)     SCALED    
 GD0857* NAVD 88     -        84.890  (meters)     278.51   (feet)  ADJUSTED  
 GD0857  ___________________________________________________________________
 GD0857  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0857  DYNAMIC HT  -          84.820 (meters)     278.28  (feet)  COMP
 GD0857  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 GD0857
 GD0857  VERT ORDER  -  FIRST     CLASS II
 GD0857
 GD0857.The horizontal coordinates were scaled from a topographic map and have
 GD0857.an estimated accuracy of +/- 6 seconds.
 GD0857
 GD0857.The orthometric height was determined by differential leveling
 GD0857.and adjusted by the National Geodetic Survey in June 1991..
 GD0857
 GD0857.The geoid height was determined by GEOID03.
 GD0857
 GD0857.The dynamic height is computed by dividing the NAVD 88
 GD0857.geopotential number by the normal gravity value computed on the
 GD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0857.degrees latitude (g = 980.6199 gals.).
 GD0857
 GD0857.The modeled gravity was interpolated from observed gravity values.
 GD0857
 GD0857;                    North         East    Units  Estimated Accuracy
 GD0857;SPC TN       -   218,220.      282,880.      MT  (+/- 180 meters Scaled)
 GD0857
 GD0857                          SUPERSEDED SURVEY CONTROL
 GD0857
 GD0857  NGVD 29 (??/??/??)   84.815  (m)          278.26   (f) ADJUSTED    1 2
 GD0857
 GD0857.Superseded values are not recommended for survey control.
 GD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0857.See file dsdata.txt to determine how the superseded data were derived.
 GD0857
 GD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF727144(NAD 83)
 GD0857_MARKER: DB = BENCH MARK DISK
 GD0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0857_SP_SET: COPPER COATED STEEL ROD
 GD0857_STAMPING: R 95 1957
 GD0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0857
 GD0857  HISTORY     - Date     Condition        Report By
 GD0857  HISTORY     - 1957     MONUMENTED       CGS
 GD0857  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0857
 GD0857                          STATION DESCRIPTION
 GD0857
 GD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0857'2.7 MI SW FROM RIDGELY.
 GD0857'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0857'RAILROAD STATION AT RIDGELY, THENCE ABOUT 1.2 MILES SOUTH AND
 GD0857'SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 1.85 MILES NORTH OF
 GD0857'JUNCTION OF STATE HIGHWAY 79, ABOUT 1.0 MILE NORTH OF FLOOD GATE
 GD0857'IN LEVEE, ABOUT 0.45 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD
 GD0857'LEADING WEST ACROSS LEVEE AND A CURVE IN ROAD WITH TANGENTS
 GD0857'EXTENDING SOUTH AND EAST, 46 1/2 FEET WEST OF CENTER LINE OF
 GD0857'ROAD, 54 FEET WEST OF CENTER OF JUNCTION OF BLACK TOP ROAD AND
 GD0857'A DIRVE SOUTHWEST CROSSING LEVEE, 57 FEET EAST OF CENTER OF
 GD0857'TOP OF LEVEE, 1 FOOT NORTH OF A CONCRETE WITNESS POST, ABOUT
 GD0857'1 FOOT BELOW LEVEL OF ROAD AND IS A DISK ON TOP OF A COPPER
 GD0857'COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A
 GD0857'4-INCH TILE WHICH PROJECTS 1 INCH.
 GD0857
 GD0857                          STATION RECOVERY (2002)
 GD0857
 GD0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0857'SUSPECTED DESTROYED DUE TO LEVEE BERM CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1548 ***********************************************************************
 FE1548  DESIGNATION -  R 96
 FE1548  PID         -  FE1548
 FE1548  STATE/COUNTY-  TN/LAUDERDALE
 FE1548  USGS QUAD   -  OPEN LAKE (1983)
 FE1548
 FE1548                         *CURRENT SURVEY CONTROL
 FE1548  ___________________________________________________________________
 FE1548* NAD 83(1986)-  35 51 52.     (N)    089 40 06.     (W)     SCALED    
 FE1548* NAVD 88     -        77.932  (meters)     255.68   (feet)  ADJUSTED  
 FE1548  ___________________________________________________________________
 FE1548  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE1548  DYNAMIC HT  -          77.866 (meters)     255.47  (feet)  COMP
 FE1548  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 FE1548
 FE1548  VERT ORDER  -  FIRST     CLASS II
 FE1548
 FE1548.The horizontal coordinates were scaled from a topographic map and have
 FE1548.an estimated accuracy of +/- 6 seconds.
 FE1548
 FE1548.The orthometric height was determined by differential leveling
 FE1548.and adjusted by the National Geodetic Survey in June 1991..
 FE1548
 FE1548.The geoid height was determined by GEOID03.
 FE1548
 FE1548.The dynamic height is computed by dividing the NAVD 88
 FE1548.geopotential number by the normal gravity value computed on the
 FE1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1548.degrees latitude (g = 980.6199 gals.).
 FE1548
 FE1548.The modeled gravity was interpolated from observed gravity values.
 FE1548
 FE1548;                    North         East    Units  Estimated Accuracy
 FE1548;SPC TN       -   176,080.      268,780.      MT  (+/- 180 meters Scaled)
 FE1548
 FE1548                          SUPERSEDED SURVEY CONTROL
 FE1548
 FE1548  NGVD 29 (??/??/??)   77.878  (m)          255.50   (f) ADJUSTED    1 2
 FE1548
 FE1548.Superseded values are not recommended for survey control.
 FE1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1548.See file dsdata.txt to determine how the superseded data were derived.
 FE1548
 FE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE590722(NAD 83)
 FE1548_MARKER: P = PIPE CAP
 FE1548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1548_STAMPING: R 96 1957
 FE1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1548
 FE1548  HISTORY     - Date     Condition        Report By
 FE1548  HISTORY     - 1957     MONUMENTED       CGS
 FE1548  HISTORY     - 1964     MARK NOT FOUND   CGS
 FE1548
 FE1548                          STATION DESCRIPTION
 FE1548
 FE1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1548'5.8 MI SW FROM HALES POINT.
 FE1548'5.8 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 FE1548'BARR FROM THE JUNCTION OF STATE HIGHWAY 88 AND BAPTIST CHURCH AT
 FE1548'HALES POINT, ABOUT 1.0 MILE WEST OF JUNCTION OF A GRAVEL ROAD
 FE1548'LEADING SOUTHEAST, NEAR THE TOP OF A SMALL KNOLL, 44 FEET NORTH
 FE1548'OF CENTER LINE OF ROAD, 47 FEET SOUTHEAST OF A 24-INCH SYCAMORE
 FE1548'TREE, 145 FEET NORTH AND ACROSS ROAD FROM A 72-INCH SYCAMORE
 FE1548'TREE, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW
 FE1548'LEVEL OF ROAD AND IS A DISK WELDED ON TOP OF A 3-INCH IRON PIPE
 FE1548'PROJECTING 8 INCHES.  NOTE-- THE AREA DESCRIBED IS NOW A DEEP
 FE1548'DITCH CAUSED BY ROAD IMPROVEMENTS.
 FE1548
 FE1548                          STATION RECOVERY (1964)
 FE1548
 FE1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FE1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0482 ***********************************************************************
 GA0482  DESIGNATION -  R 97
 GA0482  PID         -  GA0482
 GA0482  STATE/COUNTY-  TN/SULLIVAN
 GA0482  USGS QUAD   -  BLUFF CITY (1968)
 GA0482
 GA0482                         *CURRENT SURVEY CONTROL
 GA0482  ___________________________________________________________________
 GA0482* NAD 83(1986)-  36 26 14.     (N)    082 19 45.     (W)     SCALED    
 GA0482* NAVD 88     -       489.698  (meters)    1606.62   (feet)  POSTED    
 GA0482  ___________________________________________________________________
 GA0482  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0482  DYNAMIC HT  -         489.240 (meters)    1605.11  (feet)  COMP
 GA0482  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 GA0482
 GA0482  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0482
 GA0482.The horizontal coordinates were scaled from a topographic map and have
 GA0482.an estimated accuracy of +/- 6 seconds.
 GA0482
 GA0482.The orthometric height was determined by differential leveling
 GA0482.and adjusted by the National Geodetic Survey in 1992..
 GA0482.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0482.rate of 2.1 thru 3.0 mm/km.
 GA0482
 GA0482.The geoid height was determined by GEOID03.
 GA0482
 GA0482.The dynamic height is computed by dividing the NAVD 88
 GA0482.geopotential number by the normal gravity value computed on the
 GA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0482.degrees latitude (g = 980.6199 gals.).
 GA0482
 GA0482.The modeled gravity was interpolated from observed gravity values.
 GA0482
 GA0482;                    North         East    Units  Estimated Accuracy
 GA0482;SPC TN       -   239,600.      929,060.      MT  (+/- 180 meters Scaled)
 GA0482
 GA0482                          SUPERSEDED SURVEY CONTROL
 GA0482
 GA0482  NGVD 29 (??/??/92)  489.848  (m)         1607.11   (f) ADJ UNCH    2 0
 GA0482
 GA0482.Superseded values are not recommended for survey control.
 GA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0482.See file dsdata.txt to determine how the superseded data were derived.
 GA0482
 GA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA808332(NAD 83)
 GA0482_MARKER: DB = BENCH MARK DISK
 GA0482_SETTING: 66 = SET IN ROCK OUTCROP
 GA0482_SP_SET: SET IN ROCK OUTCROP
 GA0482_STAMPING: R 97 1935
 GA0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0482+STABILITY: POSITION/ELEVATION WELL
 GA0482
 GA0482  HISTORY     - Date     Condition        Report By
 GA0482  HISTORY     - 1935     MONUMENTED       CGS
 GA0482  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0482
 GA0482                          STATION DESCRIPTION
 GA0482
 GA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0482'10.4 MI N FROM JOHNSON CITY.
 GA0482'IN SULLIVAN COUNTY, 10.4 MILES NORTH ALONG U.S. HIGHWAY 11 E AND
 GA0482'THE HOLSTON ROAD FROM THE SOUTHERN RAILWAY STATION AT JOHNSON
 GA0482'CITY, WASHINGTON COUNTY, 200 YARDS WEST OF THE J.B. SNAPP RESIDENCE,
 GA0482'100 YARDS EAST OF A ROAD LEADING TO THE JOHN SNAPP RESIDENCE, 55
 GA0482'YARDS SOUTH OF THE CENTERLINE OF THE ROAD, IN A PASTURE, IN THE
 GA0482'TOP OF A ROCK OUTCROP, AND 3 FEET LOWER THAN THE ROAD.  A STANDARD
 GA0482'DISK, STAMPED R 97 1935.
 GA0482
 GA0482                          STATION RECOVERY (1984)
 GA0482
 GA0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0890 ***********************************************************************
 GA0890  DESIGNATION -  R 98 RESET
 GA0890  PID         -  GA0890
 GA0890  STATE/COUNTY-  TN/GREENE
 GA0890  USGS QUAD   -  BAILEYTON (1971)
 GA0890
 GA0890                         *CURRENT SURVEY CONTROL
 GA0890  ___________________________________________________________________
 GA0890* NAD 83(1986)-  36 19 51.     (N)    082 50 13.     (W)     SCALED    
 GA0890* NAVD 88     -       368.888  (meters)    1210.26   (feet)  ADJUSTED  
 GA0890  ___________________________________________________________________
 GA0890  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0890  DYNAMIC HT  -         368.548 (meters)    1209.14  (feet)  COMP
 GA0890  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 GA0890
 GA0890  VERT ORDER  -  SECOND    CLASS 0
 GA0890
 GA0890.The horizontal coordinates were scaled from a topographic map and have
 GA0890.an estimated accuracy of +/- 6 seconds.
 GA0890
 GA0890.The orthometric height was determined by differential leveling
 GA0890.and adjusted by the National Geodetic Survey in June 1991..
 GA0890
 GA0890.The geoid height was determined by GEOID03.
 GA0890
 GA0890.The dynamic height is computed by dividing the NAVD 88
 GA0890.geopotential number by the normal gravity value computed on the
 GA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0890.degrees latitude (g = 980.6199 gals.).
 GA0890
 GA0890.The modeled gravity was interpolated from observed gravity values.
 GA0890
 GA0890;                    North         East    Units  Estimated Accuracy
 GA0890;SPC TN       -   226,210.      883,940.      MT  (+/- 180 meters Scaled)
 GA0890
 GA0890                          SUPERSEDED SURVEY CONTROL
 GA0890
 GA0890  NGVD 29 (??/??/92)  369.025  (m)         1210.71   (f) ADJ UNCH    2 0
 GA0890
 GA0890.Superseded values are not recommended for survey control.
 GA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0890.See file dsdata.txt to determine how the superseded data were derived.
 GA0890
 GA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA351222(NAD 83)
 GA0890_MARKER: DB = BENCH MARK DISK
 GA0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0890_SP_SET: STEP
 GA0890_STAMPING: R 98 1935 RESET 1961
 GA0890_MARK LOGO: CGS   
 GA0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0890
 GA0890  HISTORY     - Date     Condition        Report By
 GA0890  HISTORY     - 1961     MONUMENTED       CGS
 GA0890
 GA0890                          STATION DESCRIPTION
 GA0890
 GA0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0890'AT BAILEYTON.
 GA0890'THIS MARK IS LOCATED AT THE BAILEYTON BAPTIST CHURCH IN BAILEYTON.
 GA0890'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH END OF
 GA0890'THE THIRD STEP OF THE WEST ENTRANCE TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0868 ***********************************************************************
 GA0868  DESIGNATION -  R 99
 GA0868  PID         -  GA0868
 GA0868  STATE/COUNTY-  TN/GREENE
 GA0868  USGS QUAD   -  MOSHEIM (1971)
 GA0868
 GA0868                         *CURRENT SURVEY CONTROL
 GA0868  ___________________________________________________________________
 GA0868* NAD 83(1986)-  36 11 23.     (N)    082 57 30.     (W)     SCALED    
 GA0868* NAVD 88     -       395.455  (meters)    1297.42   (feet)  ADJUSTED  
 GA0868  ___________________________________________________________________
 GA0868  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0868  DYNAMIC HT  -         395.086 (meters)    1296.21  (feet)  COMP
 GA0868  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 GA0868
 GA0868  VERT ORDER  -  SECOND    CLASS 0
 GA0868
 GA0868.The horizontal coordinates were scaled from a topographic map and have
 GA0868.an estimated accuracy of +/- 6 seconds.
 GA0868
 GA0868.The orthometric height was determined by differential leveling
 GA0868.and adjusted by the National Geodetic Survey in June 1991..
 GA0868
 GA0868.The geoid height was determined by GEOID03.
 GA0868
 GA0868.The dynamic height is computed by dividing the NAVD 88
 GA0868.geopotential number by the normal gravity value computed on the
 GA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0868.degrees latitude (g = 980.6199 gals.).
 GA0868
 GA0868.The modeled gravity was interpolated from observed gravity values.
 GA0868
 GA0868;                    North         East    Units  Estimated Accuracy
 GA0868;SPC TN       -   210,220.      873,540.      MT  (+/- 180 meters Scaled)
 GA0868
 GA0868                          SUPERSEDED SURVEY CONTROL
 GA0868
 GA0868  NGVD 29 (??/??/92)  395.601  (m)         1297.90   (f) ADJ UNCH    2 0
 GA0868
 GA0868.Superseded values are not recommended for survey control.
 GA0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0868.See file dsdata.txt to determine how the superseded data were derived.
 GA0868
 GA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA239067(NAD 83)
 GA0868_MARKER: DB = BENCH MARK DISK
 GA0868_SETTING: 66 = SET IN ROCK OUTCROP
 GA0868_SP_SET: ROCK OUTCROP
 GA0868_STAMPING: R 99 1935
 GA0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0868+STABILITY: POSITION/ELEVATION WELL
 GA0868
 GA0868  HISTORY     - Date     Condition        Report By
 GA0868  HISTORY     - 1935     MONUMENTED       CGS
 GA0868  HISTORY     - 1950     GOOD             TVA
 GA0868  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0868
 GA0868                          STATION DESCRIPTION
 GA0868
 GA0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0868'0.3 MI N FROM MOSHEIM.
 GA0868'0.3 MILE NORTH ALONG THE MT. CARMEL ROAD FROM THE POST OFFICE
 GA0868'AT MOSHEIM, GREENE COUNTY, 25 YARDS NORTH OF THE JUNCTION OF
 GA0868'THE KNOXVILLE ROAD, AT A LUTHERAN CHURCH, 45 FEET NORTHWEST OF
 GA0868'THE STEPS, 60 FEET EAST OF THE ROAD, IN THE TOP OF A ROCK
 GA0868'OUTCROP, 4-1/2 FEET HIGHER THAN THE ROAD, LOCATED IN WEST EDGE
 GA0868'OF DRIVEWAY TO CHURCH, 104 FEET NORTH NORTHWEST OF NAIL IN
 GA0868'BOTTLE CAP IN POWER POLE 29 AND 2.6 FEET EAST SOUTHEAST OF BLACK
 GA0868'18 INCH OAK TREE.  A STANDARD DISK, STAMPED R 99 1935.
 GA0868
 GA0868                          STATION RECOVERY (1950)
 GA0868
 GA0868'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0868'RECOVERED IN GOOD CONDITION.
 GA0868
 GA0868                          STATION RECOVERY (1981)
 GA0868
 GA0868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1635 ***********************************************************************
 FD1635  DESIGNATION -  RABBIT
 FD1635  PID         -  FD1635
 FD1635  STATE/COUNTY-  TN/HUMPHREYS
 FD1635  USGS QUAD   -  DANIELS LANDING (1992)
 FD1635
 FD1635                         *CURRENT SURVEY CONTROL
 FD1635  ___________________________________________________________________
 FD1635* NAD 83(1995)-  35 51 57.14923(N)    087 55 56.70117(W)     ADJUSTED  
 FD1635* NAVD 88     -       125.8    (meters)     413.     (feet)  VERTCON   
 FD1635  ___________________________________________________________________
 FD1635  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD1635  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1635
 FD1635  HORZ ORDER  -  SECOND
 FD1635
 FD1635.The horizontal coordinates were established by classical geodetic methods
 FD1635.and adjusted by the National Geodetic Survey in April 1999..
 FD1635
 FD1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1635
 FD1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1635
 FD1635.The geoid height was determined by GEOID03.
 FD1635
 FD1635;                    North         East     Units Scale Factor Converg.
 FD1635;SPC TN       -   171,756.853   425,491.922   MT  0.99994855   -1 07 52.7
 FD1635;SPC TN       -   563,505.61  1,395,968.08   sFT  0.99994855   -1 07 52.7
 FD1635;UTM  16      - 3,969,473.505   415,820.229   MT  0.99968732   -0 32 46.8
 FD1635
 FD1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1635!SPC TN       -   0.99998471  x   0.99994855  =   0.99993326
 FD1635!UTM  16      -   0.99998471  x   0.99968732  =   0.99967203
 FD1635
 FD1635|---------------------------------------------------------------------|
 FD1635| PID    Reference Object                     Distance      Geod. Az  |
 FD1635|                                                           dddmmss.s |
 FD1635| FD1318 RABBIT RM 1                          18.060 METERS 11313     |
 FD1635| FD1319 RABBIT RM 2                          20.353 METERS 18542     |
 FD1635| FD1107 RABBIT 2                             44.886 METERS 33018     |
 FD1635|---------------------------------------------------------------------|
 FD1635
 FD1635                          SUPERSEDED SURVEY CONTROL
 FD1635
 FD1635  NAD 83(1995)-  35 51 57.15065(N)    087 55 56.70614(W) AD(       ) 2
 FD1635  NAD 83(1986)-  35 51 57.15940(N)    087 55 56.70196(W) AD(       ) 2
 FD1635  NAD 27      -  35 51 56.93300(N)    087 55 56.59340(W) AD(       ) 2
 FD1635  NGVD 29 (07/19/86)  125.8    (m)          413.     (f) VERT ANG       
 FD1635
 FD1635.Superseded values are not recommended for survey control.
 FD1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1635.See file dsdata.txt to determine how the superseded data were derived.
 FD1635
 FD1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1582069474(NAD 83)
 FD1635_MARKER: DS = TRIANGULATION STATION DISK
 FD1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1635
 FD1635  HISTORY     - Date     Condition        Report By
 FD1635  HISTORY     - 1959     MONUMENTED       CGS
 FD1635  HISTORY     - 1963     GOOD             CGS
 FD1635
 FD1635                          STATION DESCRIPTION
 FD1635
 FD1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1635'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHWEST OF WAVERLY, 16
 FD1635'MILES SOUTHEAST OF
 FD1635'CAMDEN AND 6 MILES SOUTHWEST OF BAKERVILLE ON THE FIRST
 FD1635'LOW RIDGE EAST OF THE TENNESSEE RIVER.
 FD1635'
 FD1635'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE
 FD1635'HIGHWAY 13 IN WAVERLY, GO
 FD1635'SOUTH ON STATE HIGHWAY 13 OFR 17.1 MILES TO A SIDE
 FD1635'ROAD RIGHT, TURN RIGHT AND GO
 FD1635'WEST ON OILED ROAD FOR 0.4 MILES TO A T
 FD1635'JUNCTION AT BUFFALO STORE, TURN LEFT AND GO 1.4
 FD1635'MILE TO A FORK, TAKE
 FD1635'RIGHT FORK AND GO WEST AND SOUTH FOR 1.7 MILE TO A REVERSE Y, KEEP
 FD1635'LEFT, STRAIGHT
 FD1635'AHEAD AND GO 4.4 MILES TO A T ROAD LEFT, TURN LEFT AND
 FD1635'GO 0.35 MILES TO A T ROAD RIGHT,
 FD1635'TURN RIGHT AND GO WEST FOR 1.65 MILE
 FD1635'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE
 FD1635'TO AN OLD BARN AND STATION.
 FD1635'
 FD1635'STATION IS 33 FEET EAST OF OLD BARN AND 3 FEET EAST-NORTHEAST OF A
 FD1635'WITNESS POST.  IT IS A
 FD1635'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 FD1635'SQUARE CONCRETE POST WHICH IS
 FD1635'FLUSH WITH THE GROUND AND IS STAMPED
 FD1635'RABBIT 1959.  THERE IS AN UNDERGROUND MARK SET
 FD1635'AT THIS STATION.
 FD1635'
 FD1635'REFERENCE MARK NO 1 IS 18 FEET WEST OF A FENCE.  IT IS A STANDARD
 FD1635'DISK SET IN THE TOP OF A
 FD1635'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 FD1635'STAMPED RABBIT NO 1 1959.
 FD1635'
 FD1635'REFERENCE MARK NO 2 IS ABOUT 3 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FD1635'OLD BARN LOT.  IT IS A
 FD1635'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FD1635'WHICH PROJECTS 2 INCHES AND IS
 FD1635'STAMPED RABBIT NO 2 1959.
 FD1635'
 FD1635'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 FD1635'
 FD1635'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 FD1635
 FD1635                          STATION RECOVERY (1963)
 FD1635
 FD1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 FD1635'RECOVERED THE STATION AND NO 1 REFERENCE MARK IN GOOD CONDITION AS
 FD1635'ORIGINALLY DESCRIBED, THO
 FD1635'DOOMED TO DESTRUCTION BY HIGHWAY CONSTRUCTION IN
 FD1635'PROGRESS.  REFERENCE MARK NO 2
 FD1635'WAS FOUND COMPLETELY UPROOTED VERY
 FD1635'NEAR THE GIVEN DISTANCE AND DIRECTION FROM THE
 FD1635'STATION.  ALL MARK
 FD1635'WERE OR HAD BEEN ALSO BENCH MARKS.  LEVELS WERE RUN BETWEEN THE
 FD1635'TWO UNDISTURBED
 FD1635'MARKS, BUT ELEVATIONS AS ORIGINALLY DETERMINED WERE NOT
 FD1635'AVAILABLE FOR CHECKING.
 FD1635'
 FD1635'STATION RABBIT 2 1963 WAS ESTABLISHED OUTSIDE CONSTRUCTION LINES AND
 FD1635'ELEVATIONS OF ALL MARKS
 FD1635'DETERMINED FROM THAT OF THE ORIGINAL 1959 STATION.  THE
 FD1635'MONUMENTS OF ORIGINAL REFERENCE
 FD1635'MARKS NOS 1 AND 2 WERE USED AFTER
 FD1635'RESTAMPING FOR THE MONUMENTS OF REFERENCE MKS NOS
 FD1635'3 AND 4 OF RABBIT
 FD1635'2.  THE DISKS OF THE SUBJECT SURFACE AND SUBSURFACE MARKS WERE THEN
 FD1635'RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1107 ***********************************************************************
 FD1107  DESIGNATION -  RABBIT 2
 FD1107  PID         -  FD1107
 FD1107  STATE/COUNTY-  TN/HUMPHREYS
 FD1107  USGS QUAD   -  DANIELS LANDING (1992)
 FD1107
 FD1107                         *CURRENT SURVEY CONTROL
 FD1107  ___________________________________________________________________
 FD1107* NAD 83(1995)-  35 51 58.41416(N)    087 55 57.58785(W)     ADJUSTED  
 FD1107* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 FD1107  ___________________________________________________________________
 FD1107  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FD1107  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1107
 FD1107  HORZ ORDER  -  THIRD
 FD1107
 FD1107.The horizontal coordinates were established by classical geodetic methods
 FD1107.and adjusted by the National Geodetic Survey in April 1999..
 FD1107.No horizontal observational check was made to the station.
 FD1107
 FD1107.The orthometric height was scaled from a topographic map.
 FD1107
 FD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1107
 FD1107.The geoid height was determined by GEOID03.
 FD1107
 FD1107;                    North         East     Units Scale Factor Converg.
 FD1107;SPC TN       -   171,796.269   425,470.453   MT  0.99994856   -1 07 53.2
 FD1107;SPC TN       -   563,634.93  1,395,897.64   sFT  0.99994856   -1 07 53.2
 FD1107;UTM  16      - 3,969,512.690   415,798.364   MT  0.99968736   -0 32 47.3
 FD1107
 FD1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1107!SPC TN       -   0.99998452  x   0.99994856  =   0.99993308
 FD1107!UTM  16      -   0.99998452  x   0.99968736  =   0.99967189
 FD1107
 FD1107|---------------------------------------------------------------------|
 FD1107| PID    Reference Object                     Distance      Geod. Az  |
 FD1107|                                                           dddmmss.s |
 FD1107| FD1109 RABBIT 2 RM 4                        17.775 METERS 08515     |
 FD1107| FD1635 RABBIT                               44.886 METERS 15018     |
 FD1107| FD1108 RABBIT 2 RM 3                        10.624 METERS 27020     |
 FD1107|---------------------------------------------------------------------|
 FD1107
 FD1107                          SUPERSEDED SURVEY CONTROL
 FD1107
 FD1107  NAD 83(1995)-  35 51 58.41557(N)    087 55 57.59282(W) AD(       ) 3
 FD1107  NAD 83(1986)-  35 51 58.42431(N)    087 55 57.58863(W) AD(       ) 3
 FD1107  NAD 27      -  35 51 58.19800(N)    087 55 57.48000(W) AD(       ) 3
 FD1107
 FD1107.Superseded values are not recommended for survey control.
 FD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1107.See file dsdata.txt to determine how the superseded data were derived.
 FD1107
 FD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1579869513(NAD 83)
 FD1107_MARKER: DS = TRIANGULATION STATION DISK
 FD1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1107_STAMPING: RABBIT 2 1963
 FD1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1107+STABILITY: SURFACE MOTION
 FD1107
 FD1107  HISTORY     - Date     Condition        Report By
 FD1107  HISTORY     - 1963     MONUMENTED       CGS
 FD1107  HISTORY     - 1963     GOOD             CGS
 FD1107  HISTORY     - 1967     GOOD             CGS
 FD1107  HISTORY     - 1973     GOOD             TVA
 FD1107
 FD1107                          STATION DESCRIPTION
 FD1107
 FD1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 FD1107'AN ESTIMATED 18.5 MILES SSW OF THE TOWN OF WAVERLY, AN ESTIMATED
 FD1107'THREE QUARTERS OF A MILE E
 FD1107'ALONG NO 40 INTERSTATE HIGHWAY FROM MIDDLE OF ITS BRIDGE
 FD1107'ACROSS TENNESSEE RIVER, ON THE
 FD1107'CREST OF THE FIRST RIDGE E OF THE
 FD1107'RIVER FLATS, 296 FEET N OF CENTER LINE OF THE
 FD1107'MEDIAN STRIP OF TH
 FD1107'HIGHWAY, 4 FEET S OF N RIGHT-OF-WAY LINE OF THE HIGHWAY, 4 FEET
 FD1107'SE OF STEEL
 FD1107'WITNESS POST, AND 3 FEET S OF RIGHT-OF-WAY STEEL FENCE, FLUSH
 FD1107'WITH GROUND.
 FD1107'
 FD1107'REFERENCE STAMPED RABBIT 2 NO 3 1963, IS ON THE CREST OF RIDGE, 5
 FD1107'YARDS E OF 24-INCH WHITE
 FD1107'OAK TREE, 2 FEET S OF FENCE, AND PROJECTING 0.2 FOOT
 FD1107'ABOVE GROUND.
 FD1107'
 FD1107'REFERENCE STAMPED RABBIT 2 NO 4 1963, FLUSH WITH THE GROUND, IS ABOUT
 FD1107'2 YARDS S OF A SHARP BREAK
 FD1107'IN THE SLOPE OF THE HILL, AND 2 FEET S OF THE
 FD1107'PROPOSED FENCE.
 FD1107'
 FD1107'BOTH STATION MARK DISKS ARE STAMPED RABBIT 2 1963.  THERE IS NOT AN
 FD1107'AZIMUTH MARK.
 FD1107
 FD1107                          STATION RECOVERY (1963)
 FD1107
 FD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FD1107'18.5 MI SSW FROM WAVERLY.
 FD1107'AN ESTIMATED THREE QUARTERS OF A MILE E ALONG NO. 40 INTERSTATE
 FD1107'HIGHWAY FROM THE MIDDLE OF THE BRIDGE OVER TENNESSEE RIVER, ABOUT
 FD1107'1.7 MILE W ALONG SAME FROM THE FIRST INTERCHANGE E OF THE RIVER,
 FD1107'ON CREST OF THE FIRST RIDGE E OF THE RIVER FLATS, 296 FEET N
 FD1107'OF CENTER LINE OF MEDIAN STRIP OF THE HIGHWAY, 4 FEET S OF N
 FD1107'RIGHT-OF-WAY LINE, 4 FEET SE OF STEEL WITNESS POST, 3 FEET S
 FD1107'OF PROPOSED RIGHT-OF-WAY STEEL FENCE, AND FLUSH WITH THE GROUND
 FD1107'SURFACE.
 FD1107
 FD1107                          STATION RECOVERY (1967)
 FD1107
 FD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FD1107'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED IN
 FD1107'THE 1963 RECOVERY
 FD1107'NOTE.  HOWEVER, DUE TO CHANGES IN HTE AREA BROUGHT
 FD1107'ABOUT BY CONSTRUCTION ALONG
 FD1107'INTERSTATE ROUTE 40 THE ORIGINAL TO-REACH
 FD1107'IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 FD1107'COMPLETE DESCRIPTION.
 FD1107'
 FD1107'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHWEST OF WAVERLY, 16
 FD1107'MILES SOUTHEAST OF
 FD1107'CAMDEN, 6 MILES SOUTHWEST OF BAKERSVILLE, 0.25
 FD1107'MILE EAST OF THE EAST END OF THE CUBA
 FD1107'LANDING BRIDGE OVER THE
 FD1107'TENNESSEE RIVER, AND ON A LOW KNOLL ALONG THE NORTH EDGE OF
 FD1107'INTERSTATE ROUTE 40.
 FD1107'
 FD1107'TO REACH FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE
 FD1107'AT THE JUNCTION OF
 FD1107'U S HIGHWAY 70 AND STATE ROUTE 13 IN WAVERLY, GO
 FD1107'SOUTHERLY ON STATE ROUTE 13 FOR 15.35
 FD1107'MILES TO THE BUFFALO
 FD1107'INTERCHANGE ON INTERSTATE ROUTE 40.  HERE TURN RIGHT AND
 FD1107'GO WESTERLY ON
 FD1107'INTERSTATE ROUTE 40 FOR 5.9 MILES TO THE CUBA LANDING INTERCHANGE.
 FD1107'HERE TAKE OFF RAMP
 FD1107'ACROSS A NORTH-SOUTH GRAVELED ROAD AND CONTINUE
 FD1107'WESTERLY ON A GRAVELED ACCESS ROAD
 FD1107'FOR 1.6 MILES TO THE STATION ON
 FD1107'THE RIGHT ABOUT 120 PACES ON TOP OF A CUT.
 FD1107'
 FD1107'THE STATION IS 72 FEET NORTH OF THE EDGE OF THE CUT BANK, 48.5 FEET
 FD1107'EAST OF A 24-INCH,
 FD1107'TRIANGLE BLAZED OAK TREE, 12.5 FEET SOUTH OF A
 FD1107'10-INCH, TRIANGLE BLAZED ELM TREE,
 FD1107'AND 3.6 FEET SOUTHEAST OF A METAL
 FD1107'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 FD1107'THE TOP OF A
 FD1107'10-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD1107'RABBIT 2 1962.
 FD1107'
 FD1107'REFERENCE MARK NO 3 IS 13.5 FEET EAST OF A 24-INCH, TRIANGLE BLAZED
 FD1107'OAK TREE AND ABOUT
 FD1107'2 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 FD1107'A STANDARD DISK SET IN THE TOP OF A
 FD1107'10-INCH, SQUARE, CONCRETE
 FD1107'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 FD1107'STAMPED RABBIT 2 NO 3  1962.
 FD1107'
 FD1107'REFERENCE MARK NO 4 IS 14.5 FEET NORTH-NORTHWEST OF A 10-INCH,
 FD1107'TRIANGLE BLAZED
 FD1107'HICKORY TREE, 7.7 FEET SOUTHEAST OF AN 8-INCH,
 FD1107'TRIANGLE BLAZED WILD CHERRY TREE
 FD1107'AND ABOUT 2 FEET BELOW THE ELEVATION
 FD1107'OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 FD1107'TOP OF A 10-INCH,
 FD1107'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RABBIT 2 NO
 FD1107'4 1963.
 FD1107'
 FD1107'DUE TO HEAVY UNDERGROWTH AND SMALL TREES, THE REFERENCE MARKS WERE
 FD1107'NOT MEASURED BETWEEN.
 FD1107'BETWEEN.
 FD1107'
 FD1107'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 FD1107
 FD1107                          STATION RECOVERY (1973)
 FD1107
 FD1107'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1107'RABBIT 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1107'
 FD1107'ADD TO DESC.
 FD1107'STATION IS 0.2 MI. EAST OF EAST END OF BRIDGE OVER
 FD1107'TENN. RIVER ON INTERSTATE I-40.
 FD1107'
 FD1107'RABBIT 2 RM 4 GOOD AS DESCRIBED-ADD TO DESC.
 FD1107'15.8 FT N 20 W. FROM 14 INCH HICKORY.
 FD1107'17.2 FT S. 55 W. FROM 12 INCH HICKORY.
 FD1107'
 FD1107'RABBIT 2 RM 3 GOOD AS DESCRIBED.
 FD1107'
 FD1107'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18.5 MI.
 FD1107'S. S. W. OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1108 ***********************************************************************
 FD1108  DESIGNATION -  RABBIT 2 RM 3
 FD1108  PID         -  FD1108
 FD1108  STATE/COUNTY-  TN/HUMPHREYS
 FD1108  USGS QUAD   -  DANIELS LANDING (1992)
 FD1108
 FD1108                         *CURRENT SURVEY CONTROL
 FD1108  ___________________________________________________________________
 FD1108* NAD 83(1986)-  35 51 56.     (N)    087 55 55.     (W)     SCALED    
 FD1108* NAVD 88     -       125.42   (+/-2cm)     411.5    (feet)  VERTCON   
 FD1108  ___________________________________________________________________
 FD1108  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1108
 FD1108  VERT ORDER  -  THIRD (See Below)
 FD1108
 FD1108.The horizontal coordinates were scaled from a topographic map and have
 FD1108.an estimated accuracy of +/- 6 seconds.
 FD1108
 FD1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1108.The vertical order pertains to the NGVD 29 superseded value.
 FD1108
 FD1108.The geoid height was determined by GEOID03.
 FD1108
 FD1108;                    North         East    Units  Estimated Accuracy
 FD1108;SPC TN       -   171,720.      425,530.      MT  (+/- 180 meters Scaled)
 FD1108
 FD1108                          SUPERSEDED SURVEY CONTROL
 FD1108
 FD1108  NGVD 29 (??/??/??)  125.45   (m)          411.6    (f) RESET       3  
 FD1108
 FD1108.Superseded values are not recommended for survey control.
 FD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1108.See file dsdata.txt to determine how the superseded data were derived.
 FD1108
 FD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE158694(NAD 83)
 FD1108_MARKER: DR = REFERENCE MARK DISK
 FD1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1108_STAMPING: RABBIT 2 NO 3 1963
 FD1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1108+STABILITY: SURFACE MOTION
 FD1108
 FD1108  HISTORY     - Date     Condition        Report By
 FD1108  HISTORY     - 1963     MONUMENTED       CGS
 FD1108
 FD1108                          STATION DESCRIPTION
 FD1108
 FD1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FD1108'18.5 MI SSW FROM WAVERLY.
 FD1108'AN ESTIMATED THREE-QUARTERS OF A MILE E ALONG NO. 40 INTERSTATE
 FD1108'HWY. FROM THE MIDDLE OF ITS BRIDGE OVER THE TENNESSEE RIVER,
 FD1108'ABOUT 1.7 MILES W ALONG SAME FROM THE FIRST INTERCHANGE E OF
 FD1108'THE RIVER, ON CREST OF THE FIRST RIDGE E OF THE RIVER FLATS,
 FD1108'297 FEET N OF CENTER LINE OF MEDIAN STRIP OF THE HWY., 34.86
 FD1108'FEET OR 10.624 METERS W OF THE TRIANGULATION STATION, 5 YARDS
 FD1108'E OF 24-INCH WHITE OAK TREE, 2 FEET S OF PROPOSED STEEL
 FD1108'RIGHT-OF-WAY FENCE, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1109 ***********************************************************************
 FD1109  DESIGNATION -  RABBIT 2 RM 4
 FD1109  PID         -  FD1109
 FD1109  STATE/COUNTY-  TN/HUMPHREYS
 FD1109  USGS QUAD   -  DANIELS LANDING (1992)
 FD1109
 FD1109                         *CURRENT SURVEY CONTROL
 FD1109  ___________________________________________________________________
 FD1109* NAD 83(1986)-  35 51 56.     (N)    087 55 55.     (W)     SCALED    
 FD1109* NAVD 88     -       125.39   (+/-2cm)     411.4    (feet)  VERTCON   
 FD1109  ___________________________________________________________________
 FD1109  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1109
 FD1109  VERT ORDER  -  THIRD (See Below)
 FD1109
 FD1109.The horizontal coordinates were scaled from a topographic map and have
 FD1109.an estimated accuracy of +/- 6 seconds.
 FD1109
 FD1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1109.The vertical order pertains to the NGVD 29 superseded value.
 FD1109
 FD1109.The geoid height was determined by GEOID03.
 FD1109
 FD1109;                    North         East    Units  Estimated Accuracy
 FD1109;SPC TN       -   171,720.      425,530.      MT  (+/- 180 meters Scaled)
 FD1109
 FD1109                          SUPERSEDED SURVEY CONTROL
 FD1109
 FD1109  NGVD 29 (??/??/??)  125.42   (m)          411.5    (f) RESET       3  
 FD1109
 FD1109.Superseded values are not recommended for survey control.
 FD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1109.See file dsdata.txt to determine how the superseded data were derived.
 FD1109
 FD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE158694(NAD 83)
 FD1109_MARKER: DR = REFERENCE MARK DISK
 FD1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1109_STAMPING: RABBIT 2 NO 4 1963
 FD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1109+STABILITY: SURFACE MOTION
 FD1109
 FD1109  HISTORY     - Date     Condition        Report By
 FD1109  HISTORY     - 1963     MONUMENTED       CGS
 FD1109
 FD1109                          STATION DESCRIPTION
 FD1109
 FD1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FD1109'18.5 MI SSW FROM WAVERLY.
 FD1109'AN ESTIMATED THREE QUARTERS OF A MILE E ALONG NO. 40 INTERSTATE
 FD1109'HWY. FROM MIDDLE OF ITS BRIDGE OVER THE TENNESSEE RIVER, ABOUT
 FD1109'1.7 MILES W ALONG SAME FROM THE FIRST INTERCHANGE E OF THE RIVER,
 FD1109'ON THE FIRST RIDGE E OF THE RIVER FLATS, 297 FEET N OF CENTER
 FD1109'LINE OF HWY. MEDIAN STRIP, 58.32 FEET OR 17.776 METERS W OF
 FD1109'TRIANGULATION STATION RABBIT 2 WHICH IS ON THE CREST OF THE
 FD1109'RIDGE, 2 FEET S OF PROPOSED RIGHT-OF-WAY STEEL FENCE, AND
 FD1109'PROJECTING SLIGHTLY ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2666 ***********************************************************************
 FB2666  DESIGNATION -  RADIO
 FB2666  PID         -  FB2666
 FB2666  STATE/COUNTY-  TN/KNOX
 FB2666  USGS QUAD   -  KNOXVILLE (1978)
 FB2666
 FB2666                         *CURRENT SURVEY CONTROL
 FB2666  ___________________________________________________________________
 FB2666* NAD 83(1995)-  35 59 26.99341(N)    083 57 44.41388(W)     ADJUSTED  
 FB2666* NAVD 88     -       403.4    (meters)    1323.     (feet)  VERTCON   
 FB2666  ___________________________________________________________________
 FB2666  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FB2666  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2666
 FB2666  HORZ ORDER  -  SECOND
 FB2666
 FB2666.The horizontal coordinates were established by classical geodetic methods
 FB2666.and adjusted by the National Geodetic Survey in April 1999..
 FB2666
 FB2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2666
 FB2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2666
 FB2666.The geoid height was determined by GEOID03.
 FB2666
 FB2666;                    North         East     Units Scale Factor Converg.
 FB2666;SPC TN       -   185,810.834   783,722.387   MT  0.99995213   +1 11 34.5
 FB2666;SPC TN       -   609,614.38  2,571,262.53   sFT  0.99995213   +1 11 34.5
 FB2666;UTM  17      - 3,986,990.667   232,943.579   MT  1.00047888   -1 44 30.7
 FB2666;UTM  16      - 3,987,199.866   773,849.028   MT  1.00052417   +1 47 10.4
 FB2666
 FB2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2666!SPC TN       -   0.99994152  x   0.99995213  =   0.99989365
 FB2666!UTM  17      -   0.99994152  x   1.00047888  =   1.00042037
 FB2666!UTM  16      -   0.99994152  x   1.00052417  =   1.00046566
 FB2666
 FB2666|---------------------------------------------------------------------|
 FB2666| PID    Reference Object                     Distance      Geod. Az  |
 FB2666|                                                           dddmmss.s |
 FB2666| CZ4516 RADIO RM 1                           24.277 METERS 02546     |
 FB2666| GA3551 KNOXVILLE TV WTVK STUDIO TOWER      APPROX. 3.5 KM 0511958.4 |
 FB2666| GA3550 KNOXVILLE TV STATION WBIR MAST      APPROX. 2.7 KM 0513123.6 |
 FB2666| FB2656 KNOXVILLE C B ATKIN CO TANK         APPROX. 2.1 KM 0753903.8 |
 FB2666| FB2664 KNOXVILLE ST MARYS HOSP STACK       APPROX. 3.1 KM 0854034.9 |
 FB2666| FB2663 KNOXVILLE SECOND METH CHURCH        APPROX. 3.7 KM 1382629.4 |
 FB2666| FB2658 KNOXVILLE FIFTH MUN DIST SPIPE      APPROX. 1.8 KM 1411827.6 |
 FB2666| CZ4517 RADIO RM 2                           25.716 METERS 21036     |
 FB2666| FB2662 KNOXVILLE RADIO STA WKXV MAST       APPROX. 2.5 KM 2434619.6 |
 FB2666|---------------------------------------------------------------------|
 FB2666
 FB2666                          SUPERSEDED SURVEY CONTROL
 FB2666
 FB2666  NAD 83(1995)-  35 59 27.00121(N)    083 57 44.41210(W) AD(       ) 2
 FB2666  NAD 83(1986)-  35 59 27.00686(N)    083 57 44.41023(W) AD(       ) 2
 FB2666  NAD 27      -  35 59 26.71110(N)    083 57 44.74310(W) AD(       ) 2
 FB2666  NGVD 29 (07/19/86)  403.5    (m)         1324.     (f) VERT ANG       
 FB2666
 FB2666.Superseded values are not recommended for survey control.
 FB2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2666.See file dsdata.txt to determine how the superseded data were derived.
 FB2666
 FB2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3294486991(NAD 83)
 FB2666_MARKER: DE = TRAVERSE STATION DISK
 FB2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2666
 FB2666  HISTORY     - Date     Condition        Report By
 FB2666  HISTORY     - 1960     MONUMENTED       CGS
 FB2666  HISTORY     - 1963     GOOD             CGS
 FB2666  HISTORY     - 1968     GOOD             CGS
 FB2666  HISTORY     - 1981     GOOD             LOCENG
 FB2666  HISTORY     - 1982     GOOD             LOCSUR
 FB2666
 FB2666                          STATION DESCRIPTION
 FB2666
 FB2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2666'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE CENTER OF
 FB2666'KNOXVILLE, ON THE WESTERN END OF SHARP RIDGE, AND NEAR THE NORWOOD,
 FB2666'T.V.A. MICRO-WAVE RELAY 239 MAST.
 FB2666'
 FB2666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB2666'MERCHANT DRIVE, WHICH IS ABOUT 5 MILES NORTHWEST OF THE CENTER OF
 FB2666'KNOXVILLE, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 0.9 MILE TO A SIDE
 FB2666'ROAD ON THE RIGHT, TURN RIGHT, SOUTHERLY, FOR 0.1 MILE TO A FORK,
 FB2666'TURN LEFT, SOUTHEAST, FOR 0.25 MILE TO A FORK, TURN LEFT, EASTERLY,
 FB2666'FOR ABOUT 50 YARDS TO A FORK, TAKE THE LEFT FORK AND GO EASTERLY
 FB2666'AND SOUTHERLY ON A WINDING ROAD FOR 0.4 MILE TO THE TOP OF THE HILL
 FB2666'AND THE STATION.
 FB2666'
 FB2666'STATION IS 139 FEET SOUTHWEST OF THE WIRE FENCE WHICH IS AROUND THE
 FB2666'RELAY MAST, 25 FEET WEST OF THE CENTER OF THE ROAD, AND 3.0 FEET
 FB2666'WEST OF THE WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE DISK SET
 FB2666'IN A CONCRETE POST, SET FLUSH, AND IS STAMPED RADIO 1960.
 FB2666'
 FB2666'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTER OF THE ROAD AND IS
 FB2666'ABOUT 3 FEET HIGHER THAN THE STATION.  THE MARK IS A STANDARD DISK
 FB2666'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED RADIO NO 1 1960.
 FB2666'
 FB2666'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTER OF THE ROAD AND IS
 FB2666'ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK IS A STANDARD DISK
 FB2666'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED RADIO NO 2 1960.
 FB2666'
 FB2666'THE KNOXVILLE, SECOND METHODIST CHURCH SPIRE WILL SERVE AS THE
 FB2666'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FB2666'
 FB2666'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FB2666
 FB2666                          STATION RECOVERY (1963)
 FB2666
 FB2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2666'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FB2666'DESCRIPTION FOR REACHING THE STATION IS NO LONGER ADEQUATE, AND A
 FB2666'NEW DESCRIPTION FOLLOWS--TO REACH STATION FROM THE INTERSECTION OF
 FB2666'MERCHANTS DRIVE AND U. S. 25W GO SOUTH ON ROUTE 25W FOR 0.9
 FB2666'MILE TO TILLERY DRIVE, THEN TURN LEFT AND GO 0.1 MILE TO FORK,
 FB2666'BARE LEFT (WILSON RD.) AND GO .25 MILE TO FORK AND BARE LEFT
 FB2666'(GAP RD.) AND GO .20 MILE OVER BRIDGE AND TURN LEFT ON DIRT
 FB2666'ROAD AND GO .25 MILE TO CHAIN GATE CONTINUE UP HILL TO STATION.
 FB2666'REFERENCE MEASUREMENTS ARE CORRECT.
 FB2666
 FB2666                          STATION RECOVERY (1968)
 FB2666
 FB2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FB2666'THIS STATION WAS RECOVERED AS DESCRIBED.
 FB2666'
 FB2666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 FB2666'KNOXVILLE.
 FB2666
 FB2666                          STATION RECOVERY (1981)
 FB2666
 FB2666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JMS)
 FB2666'STATION MARK RADIO - GOOD SHAPE - WITNESS POST BROKEN OFF AND
 FB2666'REMOVED FROM SITE.
 FB2666'
 FB2666'NOTE--SEND ME A WITNESS POST SIGN AND I WILL REPLACE IT.
 FB2666
 FB2666                          STATION RECOVERY (1982)
 FB2666
 FB2666'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2666'RADIO 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2666'(CITY BLOCK 19044).
 FB2666'
 FB2666'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3435 ***********************************************************************
 GA3435  DESIGNATION -  RADIO STATION WKPT FM MAST
 GA3435  PID         -  GA3435
 GA3435  STATE/COUNTY-  TN/SULLIVAN
 GA3435  USGS QUAD   -  KINGSPORT (1991)
 GA3435
 GA3435                         *CURRENT SURVEY CONTROL
 GA3435  ___________________________________________________________________
 GA3435* NAD 83(1995)-  36 31 37.07651(N)    082 35 11.36095(W)     ADJUSTED  
 GA3435* NAVD 88     -                                                        
 GA3435  ___________________________________________________________________
 GA3435  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GA3435  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3435
 GA3435  HORZ ORDER  -  THIRD
 GA3435
 GA3435.The horizontal coordinates were established by classical geodetic methods
 GA3435.and adjusted by the National Geodetic Survey in April 1999..
 GA3435
 GA3435
 GA3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3435
 GA3435.The geoid height was determined by GEOID03.
 GA3435
 GA3435;                    North         East     Units Scale Factor Converg.
 GA3435;SPC TN       -   248,719.473   905,658.685   MT  1.00002142   +1 59 54.3
 GA3435;SPC TN       -   816,007.14  2,971,315.20   sFT  1.00002142   +1 59 54.3
 GA3435;UTM  17      - 4,043,569.824   357,965.486   MT  0.99984855   -0 56 40.0
 GA3435
 GA3435                          SUPERSEDED SURVEY CONTROL
 GA3435
 GA3435  NAD 83(1995)-  36 31 37.07642(N)    082 35 11.36254(W) AD(       ) 4
 GA3435  NAD 83(1995)-  36 31 37.07475(N)    082 35 11.37702(W) AD(       ) 4
 GA3435  NAD 83(1995)-  36 31 37.08179(N)    082 35 11.36219(W) AD(       ) 4
 GA3435  NAD 83(1986)-  36 31 37.08267(N)    082 35 11.36328(W) AD(       ) 4
 GA3435  NAD 27      -  36 31 36.71921(N)    082 35 11.79538(W) AD(       ) 3
 GA3435
 GA3435.Superseded values are not recommended for survey control.
 GA3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3435.See file dsdata.txt to determine how the superseded data were derived.
 GA3435
 GA3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5796543570(NAD 83)
 GA3435_MARKER: 42 = RADIO/TV MAST
 GA3435
 GA3435  HISTORY     - Date     Condition        Report By
 GA3435  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3435
 GA3435                          STATION DESCRIPTION
 GA3435
 GA3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3435'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF KINGSPORT.
 GA3435'
 GA3435'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81A AND STATE
 GA3435'ROUTE 81, GO 1.7 MILES
 GA3435'SOUTH ON STATE ROUTE 81 TO A PAVED ROAD ON THE RIGHT.
 GA3435'TURN RIGHT AND GO 2.8 MILES
 GA3435'WEST ON THE PAVED ROAD TO A PAVED ROAD ON
 GA3435'THE RIGHT.  TURN RIGHT AND GO 0.5 MILE NORTH
 GA3435'AND EAST ON THE PAVED
 GA3435'ROAD (PRIVATE ROAD BELONGING TO THE TENNESSEE EASTMAN CO.) TO A
 GA3435'WIRE GATE,
 GA3435'CONTINUE STRAIGHT AHEAD, PASSING THROUGH THE WIRE GATE, FOR 0.1
 GA3435'MILE EAST TO ANOTHER
 GA3435'WIRE GATE, CONTINUE STRAIGHT AHEAD, PASSING
 GA3435'THROUGH THE WIRE GATE, FOR 0.9 MILE
 GA3435'NORTH AND EAST, PASSING A BIG
 GA3435'RESERVOIR DAM ON THE LEFT, TO A FORK AND THE END OF
 GA3435'THE PAVEMENT,
 GA3435'TAKE THE RIGHT FORK AND GO 2.1 MILE SOUTHEAST ON THE GRAVELED ROAD TO
 GA3435'A FORK, TAKE THE
 GA3435'RIGHT FORK FOR 0.1 MILE EAST TO THE STATION.
 GA3435'
 GA3435'THE STATION IS A STEEL STRUCTURE PAINTED IN ALTERNATE COLORS OF RED
 GA3435'AND WHITE WITH AN OVER-ALL
 GA3435'HEIGHT OF ABOUT 148 FEET.  THE POINT INTERSECTED WAS
 GA3435'THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0633 ***********************************************************************
 GC0633  DESIGNATION -  RADNOR
 GC0633  PID         -  GC0633
 GC0633  STATE/COUNTY-  TN/DAVIDSON
 GC0633  USGS QUAD   -  OAK HILL (1968)
 GC0633
 GC0633                         *CURRENT SURVEY CONTROL
 GC0633  ___________________________________________________________________
 GC0633* NAD 83(1995)-  36 07 14.84128(N)    086 45 09.64627(W)     ADJUSTED  
 GC0633* NAVD 88     -       192.856  (meters)     632.73   (feet)  ADJUSTED  
 GC0633  ___________________________________________________________________
 GC0633  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC0633  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0633  DYNAMIC HT  -         192.691 (meters)     632.19  (feet)  COMP
 GC0633  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0633
 GC0633  HORZ ORDER  -  SECOND
 GC0633  VERT ORDER  -  SECOND    CLASS 0
 GC0633
 GC0633.The horizontal coordinates were established by classical geodetic methods
 GC0633.and adjusted by the National Geodetic Survey in April 1999..
 GC0633
 GC0633.The orthometric height was determined by differential leveling
 GC0633.and adjusted by the National Geodetic Survey in June 1991..
 GC0633
 GC0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0633
 GC0633.The geoid height was determined by GEOID03.
 GC0633
 GC0633.The dynamic height is computed by dividing the NAVD 88
 GC0633.geopotential number by the normal gravity value computed on the
 GC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0633.degrees latitude (g = 980.6199 gals.).
 GC0633
 GC0633.The modeled gravity was interpolated from observed gravity values.
 GC0633
 GC0633;                    North         East     Units Scale Factor Converg.
 GC0633;SPC TN       -   198,578.202   532,242.598   MT  0.99996088   -0 26 26.3
 GC0633;SPC TN       -   651,501.98  1,746,199.26   sFT  0.99996088   -0 26 26.3
 GC0633;UTM  16      - 3,997,374.198   522,256.387   MT  0.99960610   +0 08 44.9
 GC0633
 GC0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0633!SPC TN       -   0.99997432  x   0.99996088  =   0.99993520
 GC0633!UTM  16      -   0.99997432  x   0.99960610  =   0.99958043
 GC0633
 GC0633:                Primary Azimuth Mark                     Grid Az
 GC0633:SPC TN       -  NOLEN                                    160 45 45.6
 GC0633:UTM  16      -  NOLEN                                    160 10 34.4
 GC0633
 GC0633|---------------------------------------------------------------------|
 GC0633| PID    Reference Object                     Distance      Geod. Az  |
 GC0633|                                                           dddmmss.s |
 GC0633| GC2226 NOLEN                               APPROX. 2.3 KM 1601919.3 |
 GC0633| GC0634 RADNOR RM 1                          19.001 METERS 23516     |
 GC0633| GC0632 RADNOR RM 2                          33.156 METERS 30114     |
 GC0633|---------------------------------------------------------------------|
 GC0633
 GC0633                          SUPERSEDED SURVEY CONTROL
 GC0633
 GC0633  NAD 83(1995)-  36 07 14.84348(N)    086 45 09.64833(W) AD(       ) 2
 GC0633  NAD 83(1995)-  36 07 14.84539(N)    086 45 09.64805(W) AD(       ) 2
 GC0633  NAD 83(1986)-  36 07 14.85137(N)    086 45 09.64934(W) AD(       ) 2
 GC0633  NAD 27      -  36 07 14.64320(N)    086 45 09.65350(W) AD(       ) 2
 GC0633  NGVD 29 (??/??/92)  192.876  (m)          632.79   (f) ADJ UNCH    2 0
 GC0633
 GC0633.Superseded values are not recommended for survey control.
 GC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0633.See file dsdata.txt to determine how the superseded data were derived.
 GC0633
 GC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2225697374(NAD 83)
 GC0633_MARKER: DS = TRIANGULATION STATION DISK
 GC0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0633_STAMPING: RADNOR 1959
 GC0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0633+STABILITY: SURFACE MOTION
 GC0633
 GC0633  HISTORY     - Date     Condition        Report By
 GC0633  HISTORY     - 1959     MONUMENTED       CGS
 GC0633  HISTORY     - 1970     GOOD             NGS
 GC0633  HISTORY     - 1970     GOOD             NGS
 GC0633
 GC0633                          STATION DESCRIPTION
 GC0633
 GC0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0633'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF DOWNTOWN NASHVILLE IN
 GC0633'THE RADNOR AREA AND ABOUT 0.05 MILE EAST OF THE JUNCTION OF
 GC0633'LONGVIEW AVENUE AND KLINE AVENUE IN A VACANT LOT ON THE NORTH SIDE OF
 GC0633'KLINE AVENUE.
 GC0633'
 GC0633'TO REACH FROM THE JUNCTION OF NOLENSVILLE ROAD AND THOMPSON LANE GO
 GC0633'NORTH ON NOLENSVILLE ROAD FOR 0.8 MILE TO LONGVIEW AVENUE ON THE
 GC0633'LEFT, TURN LEFT AND GO SOUTH ON LONGVIEW AVENUE FOR 0.15 MILE TO THE
 GC0633'JUNCTION OF KLINE AVENUE, TURN LEFT ON KLINE AVENUE AND GO 0.05
 GC0633'MILE TO THE MARK ON THE LEFT.
 GC0633'
 GC0633'IT IS 42 FEET NORTH OF THE CENTER OF KLINE AVENUE, 40.5 FEET EAST OF
 GC0633'THE SOUTHEAST CORNER OF A PORCH ON A RED FRAME HOUSE AND 16 FEET
 GC0633'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE.  IT IS
 GC0633'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 GC0633'FLUSH WITH THE GROUND AND IS STAMPED RADNOR 1959.
 GC0633'
 GC0633'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GC0633'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC0633'STAMPED RADNOR NO. 1 1959.  IT IS 18 FEET SOUTH OF THE CENTER OF
 GC0633'KLINE AVENUE AND 2 FEET NORTHWEST OF A POWER LINE POLE.
 GC0633'
 GC0633'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GC0633'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC0633'STAMPED RADNOR NO. 2 1959.  IT IS 33 FEET EAST OF A POWER LINE POLE,
 GC0633'22 FEET SOUTH OF THE CENTER OF KLINE AVENUE AND 1 FEET NORTH OF
 GC0633'THE NORTHWEST CORNER OF A FENCE.
 GC0633'
 GC0633'NO SUITABLE PLACE TO SET AN AZIMUTH.
 GC0633'
 GC0633'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GC0633
 GC0633                          STATION RECOVERY (1970)
 GC0633
 GC0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC0633'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC0633'RECOVERED IN APPARENT GOOD CONDITION.  NO AZIMUTH MARK WAS EVER SET
 GC0633'FOR THIS STATION.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 GC0633'BETWEEN THE STATION AND THE REFERENCE MARKS A DISCREPANCY OF - 0.07
 GC0633'OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 2.  THE STATION WAS
 GC0633'OCCUPIED TO CHECK ON A REPORTED DISCREPANCY IN THE ANGLE TO
 GC0633'REFERENCE MARK NO. 2.  AS ALL MARKS AT THIS STATION WERE BENCH MARKS,
 GC0633'THE ELEVATION WAS CHECKED BETWEEN THE MARKS WITH THE FOLLOWING NOTED
 GC0633'DISCREPANCIES.  RADNOR 1959 TO RADNOR R.M. 1 + 0.042 OF A FOOT.
 GC0633'RADNOR 1959 TO RADNOR R.M. 2 + 0.002 OF A FOOT AND RADNOR R.M. 1 TO
 GC0633'RADNOR R.M. 2 + 0.040 OF A FOOT.  THE STATION WAS OCCUPIED AND THE
 GC0633'HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 2 AND REFERENCE
 GC0633'MARK NO. 1 AND A DISCREPANCY OF - 35 DEG 58 MIN 32.2 SEC WAS
 GC0633'NOTED.  IT IS NOT THOUGHT THAT ANY MARKS
 GC0633'AT THIS STATION HAVE IN ANY WAY BEEN DISTURBED,
 GC0633'AND IN TRYING
 GC0633'TO DETERMINE SOME REASON FOR THE ANGLE DISCREPANCY AT THE STATION,
 GC0633'IT IS FELT THAT A TYPOGRAPHICAL ERROR IN THE DIRECTION SHOWN
 GC0633'IN THE BOX FOR REFERENCE MARK NO. 2 MAY BE POSSIBLE.  IF THIS ANGLE
 GC0633'WERE 140 DEG 54 MIN 59 SEC, INSTEAD OF 104 DEG 54 MIN 59 SEC
 GC0633'AS SHOWN, A DISCREPANCY OF ONLY + 01 MIN 27.8 SEC
 GC0633'IS POSSIBLE, AND THE ORIGINAL RECORDS SHOULD BE
 GC0633'CHECKED FOR THIS POSSIBILITY.
 GC0633'
 GC0633'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC0633'
 GC0633'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF DOWNTOWN NASHVILLE,
 GC0633'IN THE RADNOR AREA, ABOUT 0.05 OF A MILE SOUTH SOUTH-SOUTHEAST OF
 GC0633'THE T INTERSECTION OF LONGVIEW AVENUE AND KLINE AVENUE, IN A VACANT
 GC0633'LOT ALONG THE EAST SIDE OF KLINE AVENUE.
 GC0633'
 GC0633'TO REACH THE STATION FROM THE INTERSECTION OF NOLENSVILLE ROAD (U.S.
 GC0633'HIGHWAYS 31A AND 41A) AND THOMPSON LANE (STATE ROUTE 155) IN
 GC0633'METROPOLITAN NASHVILLE, GO NORTH-NORTHWESTERLY ON NOLENSVILLE ROAD
 GC0633'FOR 0.9 OF A MILE TO LONGVIEW AVENUE ON THE LEFT.  HERE TURN LEFT
 GC0633'AND GO WEST-SOUTHWESTERLY ON LONGVIEW AVENUE FOR 0.15 OF A MILE TO
 GC0633'THE T INTERSECTION WITH KLINE AVENUE ON THE LEFT.  HERE TURN LEFT ON
 GC0633'KLINE AVENUE AND GO 0.05 OF A MILE SOUTH-SOUTHEASTERLY TO THE STATION
 GC0633'ON THE LEFT AS DESCRIBED.
 GC0633'
 GC0633'THE STATION IS 42 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 GC0633'KLINE AVENUE, 34 FEET SOUTH OF A 16-INCH HACKBERRY TREE, 30 FEET
 GC0633'NORTH OF AN 18-INCH ELM TREE, AND 20 FEET NORTHWEST OF THE NORTHWEST
 GC0633'CORNER OF RESIDENCE NO. 2316.  IT IS A STANDARD DISK SET IN THE TOP
 GC0633'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0633'STAMPED RADNOR 1959.
 GC0633'
 GC0633'REFERENCE MARK NO. 1 IS 21 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GC0633'CENTER OF KLINE AVENUE, 6 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 GC0633'CENTER OF A DRIVEWAY LEADING INTO RESIDENCE NO. 2311, 1.5 FEET
 GC0633'NORTH-NORTHEAST OF A POWERLINE TRANSFORMER POLE NO. 10624-68, AND
 GC0633'ABOUT 3 FEET ABOVE THE STATION ELEVATION.  IT IS A STANDARD DISK SET
 GC0633'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC0633'DISK IS STAMPED RADNOR NO. 1 1959.
 GC0633'
 GC0633'REFERENCE MARK NO. 2 IS 33.5 FEET SOUTH-SOUTHWEST OF POWERLINE POLE
 GC0633'NO. 10624-67, 25 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GC0633'CENTER OF KLINE AVENUE, 18.5 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 GC0633'CENTER OF A CONCRETE SIDEWALK AND GATE LEADING INTO RESIDENCE
 GC0633'NO. 2309, 8 FEET EAST OF A 30-INCH CATALPA TREE, 0.8 OF A FOOT EAST
 GC0633'OF THE NORTH END OF A WHITE, WOODEN FENCE AND EAST END OF A HEDGE,
 GC0633'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD
 GC0633'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC0633'AND THE DISK IS STAMPED REDNOR NO. 2 1959.
 GC0633'
 GC0633'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC0633'REFERENCE MARK NO. 2 IS 100.94 FEET - (30.67) METERS.
 GC0633'
 GC0633'NOTE - DUE TO ALL MARKS AT THIS STATION BEING IN TENDED AREAS, NO
 GC0633'METAL WITNESS POST AND SIGNS WERE SET.
 GC0633'
 GC0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES SE
 GC0633'OF DOWNTOWN NASHVILLE.
 GC0633
 GC0633                          STATION RECOVERY (1970)
 GC0633
 GC0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GC0633'AT NASHVILLE.
 GC0633'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF DOWNTOWN
 GC0633'NASHVILLE IN THE RADNOR AREA, ABOUT 0.05 OF A MILE SOUTH-SOUTHEAST
 GC0633'OF THE T INTERSECTION OF LONGVIEW AVENUE AND KLINE AVENUE, IN A
 GC0633'VACANT LOT ALONG THE EAST SIDE OF KLINE AVENUE, AND AT THE RADNOR
 GC0633'1959 TRIANGULATION STATION SITE.  IT IS 108.78 FEET EAST-SOUTHEAST
 GC0633'OF RADNOR R.M. 2, 62.34 FEET NORTHEAST OF RADNOR R.M. 1, 42 FEET
 GC0633'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF KLINE AVENUE, 34 FEET
 GC0633'SOUTH OF A 16-INCH HACKBERRY TREE, 30 FEET NORTH OF AN 18-INCH ELM
 GC0633'TREE, AND 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF RESIDENCE
 GC0633'NO. 2316.  IT IS A STANDARD TRIANGULATION STATION MARK DISK SET IN
 GC0633'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC0633'DISK IS STAMPED RADNOR 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0634 ***********************************************************************
 GC0634  DESIGNATION -  RADNOR RM 1
 GC0634  PID         -  GC0634
 GC0634  STATE/COUNTY-  TN/DAVIDSON
 GC0634  USGS QUAD   -  OAK HILL (1968)
 GC0634
 GC0634                         *CURRENT SURVEY CONTROL
 GC0634  ___________________________________________________________________
 GC0634* NAD 83(1986)-  36 07 14.     (N)    086 45 09.     (W)     SCALED    
 GC0634* NAVD 88     -       193.844  (meters)     635.97   (feet)  ADJUSTED  
 GC0634  ___________________________________________________________________
 GC0634  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0634  DYNAMIC HT  -         193.678 (meters)     635.43  (feet)  COMP
 GC0634  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0634
 GC0634  VERT ORDER  -  SECOND    CLASS 0
 GC0634
 GC0634.The horizontal coordinates were scaled from a topographic map and have
 GC0634.an estimated accuracy of +/- 6 seconds.
 GC0634
 GC0634.The orthometric height was determined by differential leveling
 GC0634.and adjusted by the National Geodetic Survey in June 1991..
 GC0634
 GC0634.The geoid height was determined by GEOID03.
 GC0634
 GC0634.The dynamic height is computed by dividing the NAVD 88
 GC0634.geopotential number by the normal gravity value computed on the
 GC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0634.degrees latitude (g = 980.6199 gals.).
 GC0634
 GC0634.The modeled gravity was interpolated from observed gravity values.
 GC0634
 GC0634;                    North         East    Units  Estimated Accuracy
 GC0634;SPC TN       -   198,550.      532,260.      MT  (+/- 180 meters Scaled)
 GC0634
 GC0634                          SUPERSEDED SURVEY CONTROL
 GC0634
 GC0634  NGVD 29 (??/??/92)  193.864  (m)          636.04   (f) ADJ UNCH    2 0
 GC0634
 GC0634.Superseded values are not recommended for survey control.
 GC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0634.See file dsdata.txt to determine how the superseded data were derived.
 GC0634
 GC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE222973(NAD 83)
 GC0634_MARKER: DR = REFERENCE MARK DISK
 GC0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0634_STAMPING: RADNOR NO 1 1959
 GC0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0634+STABILITY: SURFACE MOTION
 GC0634
 GC0634  HISTORY     - Date     Condition        Report By
 GC0634  HISTORY     - 1959     MONUMENTED       CGS
 GC0634  HISTORY     - 1970     GOOD             NGS
 GC0634
 GC0634                          STATION DESCRIPTION
 GC0634
 GC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GC0634'AT NASHVILLE.
 GC0634'THIS MARK IS LOCATED AT THE RADNOR 1959 TRIANGULATION STATION SITE,
 GC0634'100.94 FEET NORTHWEST OF RADNOR R.M. 2, 62.34 FEET SOUTHWEST OF
 GC0634'RADNOR 1959, 21 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC0634'KLINE AVENUE, 6 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 GC0634'OF A DRIVEWAY LEADING INTO RESIDENCE NO. 2311, AND 1.5 FEET
 GC0634'NORTH-NORTHEAST OF A POWERLINE TRANSFORMER POLE NO. 10624-68.  IT
 GC0634'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GC0634'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RADNOR
 GC0634'NO 1 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0632 ***********************************************************************
 GC0632  DESIGNATION -  RADNOR RM 2
 GC0632  PID         -  GC0632
 GC0632  STATE/COUNTY-  TN/DAVIDSON
 GC0632  USGS QUAD   -  OAK HILL (1968)
 GC0632
 GC0632                         *CURRENT SURVEY CONTROL
 GC0632  ___________________________________________________________________
 GC0632* NAD 83(1986)-  36 07 14.     (N)    086 45 09.     (W)     SCALED    
 GC0632* NAVD 88     -       192.761  (meters)     632.42   (feet)  ADJUSTED  
 GC0632  ___________________________________________________________________
 GC0632  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0632  DYNAMIC HT  -         192.596 (meters)     631.88  (feet)  COMP
 GC0632  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0632
 GC0632  VERT ORDER  -  SECOND    CLASS 0
 GC0632
 GC0632.The horizontal coordinates were scaled from a topographic map and have
 GC0632.an estimated accuracy of +/- 6 seconds.
 GC0632
 GC0632.The orthometric height was determined by differential leveling
 GC0632.and adjusted by the National Geodetic Survey in June 1991..
 GC0632
 GC0632.The geoid height was determined by GEOID03.
 GC0632
 GC0632.The dynamic height is computed by dividing the NAVD 88
 GC0632.geopotential number by the normal gravity value computed on the
 GC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0632.degrees latitude (g = 980.6199 gals.).
 GC0632
 GC0632.The modeled gravity was interpolated from observed gravity values.
 GC0632
 GC0632;                    North         East    Units  Estimated Accuracy
 GC0632;SPC TN       -   198,550.      532,260.      MT  (+/- 180 meters Scaled)
 GC0632
 GC0632                          SUPERSEDED SURVEY CONTROL
 GC0632
 GC0632  NGVD 29 (??/??/92)  192.781  (m)          632.48   (f) ADJ UNCH    2 0
 GC0632
 GC0632.Superseded values are not recommended for survey control.
 GC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0632.See file dsdata.txt to determine how the superseded data were derived.
 GC0632
 GC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE222973(NAD 83)
 GC0632_MARKER: DR = REFERENCE MARK DISK
 GC0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0632_STAMPING: RADNOR NO 2 1959
 GC0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0632+STABILITY: SURFACE MOTION
 GC0632
 GC0632  HISTORY     - Date     Condition        Report By
 GC0632  HISTORY     - 1959     MONUMENTED       CGS
 GC0632  HISTORY     - 1970     GOOD             NGS
 GC0632
 GC0632                          STATION DESCRIPTION
 GC0632
 GC0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GC0632'AT NASHVILLE.
 GC0632'THIS MARK IS LOCATED AT THE RADNOR 1959 TRIANGULATION STATION SITE,
 GC0632'108.78 FEET WEST-NORTHWEST OF RADNOR 1959, 100.94 FEET SOUTHEAST
 GC0632'OF RADNOR R.M. 1, 33.5 FEET SOUTH-SOUTHWEST OF POWERLINE POLE NO.
 GC0632'10624-67, 25 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF KLINE
 GC0632'AVENUE, 18.5 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A
 GC0632'CONCRETE SIDEWALK AND GATE LEADING INTO RESIDENCE NO. 2309, 8 FEET
 GC0632'EAST OF A 30-INCH CATALPA TREE, AND 0.8 OF A FOOT EAST OF THE NORTH
 GC0632'END OF A WHITE, WOODEN FENCE AND EAST END OF A HEDGE.  IT IS A
 GC0632'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0632'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RADNOR NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0575 ***********************************************************************
 FD0575  DESIGNATION -  RAGEN
 FD0575  PID         -  FD0575
 FD0575  STATE/COUNTY-  TN/MAURY
 FD0575  USGS QUAD   -  CARTERS CREEK (1982)
 FD0575
 FD0575                         *CURRENT SURVEY CONTROL
 FD0575  ___________________________________________________________________
 FD0575* NAD 83(1995)-  35 41 09.29097(N)    086 53 31.73343(W)     ADJUSTED  
 FD0575* NAVD 88     -       252.715  (meters)     829.12   (feet)  ADJUSTED  
 FD0575  ___________________________________________________________________
 FD0575  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FD0575  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD0575  DYNAMIC HT  -         252.493 (meters)     828.39  (feet)  COMP
 FD0575  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0575
 FD0575  HORZ ORDER  -  SECOND
 FD0575  VERT ORDER  -  SECOND    CLASS 0
 FD0575
 FD0575.The horizontal coordinates were established by classical geodetic methods
 FD0575.and adjusted by the National Geodetic Survey in April 1999..
 FD0575
 FD0575.The orthometric height was determined by differential leveling
 FD0575.and adjusted by the National Geodetic Survey in June 1991..
 FD0575
 FD0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0575
 FD0575.The geoid height was determined by GEOID03.
 FD0575
 FD0575.The dynamic height is computed by dividing the NAVD 88
 FD0575.geopotential number by the normal gravity value computed on the
 FD0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0575.degrees latitude (g = 980.6199 gals.).
 FD0575
 FD0575.The modeled gravity was interpolated from observed gravity values.
 FD0575
 FD0575;                    North         East     Units Scale Factor Converg.
 FD0575;SPC TN       -   150,435.524   519,247.895   MT  0.99995173   -0 31 20.3
 FD0575;SPC TN       -   493,553.88  1,703,565.80   sFT  0.99995173   -0 31 20.3
 FD0575;UTM  16      - 3,949,118.013   509,758.828   MT  0.99960117   +0 03 46.5
 FD0575
 FD0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0575!SPC TN       -   0.99996474  x   0.99995173  =   0.99991647
 FD0575!UTM  16      -   0.99996474  x   0.99960117  =   0.99956593
 FD0575
 FD0575:                Primary Azimuth Mark                     Grid Az
 FD0575:SPC TN       -  RAGEN AZ MK                              084 36 31.0
 FD0575:UTM  16      -  RAGEN AZ MK                              084 01 24.2
 FD0575
 FD0575|---------------------------------------------------------------------|
 FD0575| PID    Reference Object                     Distance      Geod. Az  |
 FD0575|                                                           dddmmss.s |
 FD0575| FD0573 RAGEN AZ MK                         438.438 METERS 0840510.7 |
 FD0575| FD0576 RAGEN RM 1                           25.006 METERS 18154     |
 FD0575| FD0579 DANIELS                             APPROX. 5.7 KM 1843845.5 |
 FD0575| FD0574 RAGEN RM 2                           25.522 METERS 35122     |
 FD0575|---------------------------------------------------------------------|
 FD0575
 FD0575                          SUPERSEDED SURVEY CONTROL
 FD0575
 FD0575  NAD 83(1995)-  35 41 09.29349(N)    086 53 31.73524(W) AD(       ) 2
 FD0575  NAD 83(1986)-  35 41 09.30175(N)    086 53 31.73480(W) AD(       ) 2
 FD0575  NAD 27      -  35 41 09.05240(N)    086 53 31.73680(W) AD(       ) 2
 FD0575  NGVD 29 (??/??/92)  252.692  (m)          829.04   (f) ADJ UNCH    2 0
 FD0575
 FD0575.Superseded values are not recommended for survey control.
 FD0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0575.See file dsdata.txt to determine how the superseded data were derived.
 FD0575
 FD0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0975949118(NAD 83)
 FD0575_MARKER: DE = TRAVERSE STATION DISK
 FD0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0575_STAMPING: RAGEN 1960
 FD0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0575+STABILITY: SURFACE MOTION
 FD0575
 FD0575  HISTORY     - Date     Condition        Report By
 FD0575  HISTORY     - 1960     MONUMENTED       CGS
 FD0575  HISTORY     - 1960     GOOD             CGS
 FD0575
 FD0575                          STATION DESCRIPTION
 FD0575
 FD0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0575'THE STATION IS LOCATED ON THE SUMMIT OF A BARE KNOLL, ABOUT 9.0 MILES
 FD0575'NORTHEAST OF COLUMBIA, ABOUT
 FD0575'5.0 MILES SOUTHEAST OF SPRING HILL AND ON PROPERTY
 FD0575'OWNED BY MR J HARVEY.
 FD0575'
 FD0575'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO SOUTH OF
 FD0575'U S HIGHWAY NO 31 FOR
 FD0575'4.2 MILES TO A SIGN ON THE RIGHT WELCOME CHURCH OF
 FD0575'CHRIST 2 MILES AND A SIDE ROAD ON
 FD0575'THE LEFT, TURN LEFT, EAST, FOR 2.2
 FD0575'MILES TO THE LANTON CHURCH OF CHRIST ON THE RIGHT,
 FD0575'CONTINUE EAST ON
 FD0575'THE PAVED ROAD FOR 2.7 MILES TO WHERE THE PAVED ROAD TURNS LEFT AND A
 FD0575'TRACK ROAD GOES
 FD0575'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD, EAST, FOR
 FD0575'0.45 MILE TO MR J HARVEY HOME AND
 FD0575'THE STATION.
 FD0575'
 FD0575'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, 24
 FD0575'FEET SOUTHWEST OF THE
 FD0575'SOUTHWEST CORNER OF THE BARN, 9 FEET EAST FO A
 FD0575'NORTH-SOUTH WIRE FENCE AND 7.9 FEET
 FD0575'EAST OF A WITNESS SIGN.  THE MARK
 FD0575'IS SET FLUSH AND IS STAMPED RAGEN 1960.
 FD0575'
 FD0575'UNDERGROUND STATION MARK IS A STANDARD DISK, SET ABOUT 36 INCHES
 FD0575'BELOW THE GROUND AND IS
 FD0575'STAMPED RAGEN 1960.
 FD0575'
 FD0575'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0575'POST, 1 FOOT EAST OF A
 FD0575'NORTH-SOUTH WIRE FENCE.  THE MARK IS SET FLUSH AND IS
 FD0575'STAMPED RAGEN NO 1 1960.
 FD0575'
 FD0575'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0575'POST, 1 FOOT EAST OF A
 FD0575'NORTH-SOUTH WIRE FENCE.  THE MARK IS SET FLUSH AND IS
 FD0575'STAMPED RAGEN NO 2 1960.
 FD0575'
 FD0575'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 FD0575'176 FEET SOUTH OF AN
 FD0575'EAST-WEST WIRE FENCE, 20 FEET NORTH OF A SMALL GROUP OF
 FD0575'TREES AND 3.2 FEET SOUTH-WEST
 FD0575'OF A WITNESS SIGN.  THE MARK IS SET
 FD0575'FLUSH AND IS STAMPED RAGEN 1960.
 FD0575'
 FD0575'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST ACROSS PASTURE
 FD0575'LAND FOR ABOUT 0.2 MILE TO
 FD0575'THE MARK.
 FD0575'
 FD0575'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0575'
 FD0575'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 FD0575
 FD0575                          STATION RECOVERY (1960)
 FD0575
 FD0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0575'8.7 MI SE FROM SPRING HILL.
 FD0575'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0575'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0575'31, THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 4.8 MILES SOUTH ON
 FD0575'INTERSTATE HIGHWAY 65, THEN 0.3 MILE WEST ACROSS COUNTRY TO THE
 FD0575'MR. J. HARVEY FARM.  THE STATION MARK IS 24 FT. SOUTHWEST OF THE
 FD0575'SOUTHWEST CORNER OF A BARN, 9 FT. EAST OF A FENCE AND 7.9 FT.
 FD0575'EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0575'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0573 ***********************************************************************
 FD0573  DESIGNATION -  RAGEN AZ MK
 FD0573  PID         -  FD0573
 FD0573  STATE/COUNTY-  TN/MAURY
 FD0573  USGS QUAD   -  CARTERS CREEK (1982)
 FD0573
 FD0573                         *CURRENT SURVEY CONTROL
 FD0573  ___________________________________________________________________
 FD0573* NAD 83(1995)-  35 41 10.75629(N)    086 53 14.38933(W)     ADJUSTED  
 FD0573* NAVD 88     -       246.941  (meters)     810.17   (feet)  ADJUSTED  
 FD0573  ___________________________________________________________________
 FD0573  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FD0573  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD0573  DYNAMIC HT  -         246.724 (meters)     809.46  (feet)  COMP
 FD0573  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 FD0573
 FD0573  HORZ ORDER  -  SECOND
 FD0573  VERT ORDER  -  SECOND    CLASS 0
 FD0573
 FD0573.The horizontal coordinates were established by classical geodetic methods
 FD0573.and adjusted by the National Geodetic Survey in April 1999..
 FD0573
 FD0573.The orthometric height was determined by differential leveling
 FD0573.and adjusted by the National Geodetic Survey in June 1991..
 FD0573
 FD0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0573
 FD0573.The geoid height was determined by GEOID03.
 FD0573
 FD0573.The dynamic height is computed by dividing the NAVD 88
 FD0573.geopotential number by the normal gravity value computed on the
 FD0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0573.degrees latitude (g = 980.6199 gals.).
 FD0573
 FD0573.The modeled gravity was interpolated from observed gravity values.
 FD0573
 FD0573;                    North         East     Units Scale Factor Converg.
 FD0573;SPC TN       -   150,476.717   519,684.372   MT  0.99995171   -0 31 10.1
 FD0573;SPC TN       -   493,689.03  1,704,997.81   sFT  0.99995171   -0 31 10.1
 FD0573;UTM  16      - 3,949,163.646   510,194.709   MT  0.99960128   +0 03 56.6
 FD0573
 FD0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0573!SPC TN       -   0.99996565  x   0.99995171  =   0.99991736
 FD0573!UTM  16      -   0.99996565  x   0.99960128  =   0.99956694
 FD0573
 FD0573                          SUPERSEDED SURVEY CONTROL
 FD0573
 FD0573  NAD 83(1995)-  35 41 10.75879(N)    086 53 14.39114(W) AD(       ) 2
 FD0573  NAD 83(1986)-  35 41 10.76708(N)    086 53 14.39078(W) AD(       ) 2
 FD0573  NAD 27      -  35 41 10.51790(N)    086 53 14.39320(W) AD(       ) 2
 FD0573  NGVD 29 (??/??/92)  246.918  (m)          810.10   (f) ADJ UNCH    2 0
 FD0573
 FD0573.Superseded values are not recommended for survey control.
 FD0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0573.See file dsdata.txt to determine how the superseded data were derived.
 FD0573
 FD0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1019549164(NAD 83)
 FD0573_MARKER: DZ = AZIMUTH MARK DISK
 FD0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0573_STAMPING: RAGEN 1960
 FD0573_MARK LOGO: CGS   
 FD0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0573+STABILITY: SURFACE MOTION
 FD0573
 FD0573  HISTORY     - Date     Condition        Report By
 FD0573  HISTORY     - 1960     MONUMENTED       CGS
 FD0573  HISTORY     - 1960     GOOD             CGS
 FD0573
 FD0573                          STATION DESCRIPTION
 FD0573
 FD0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0573'THE STATION IS LOCATED ON THE SUMMIT OF A BARE KNOLL, ABOUT 9.0 MILES
 FD0573'NORTHEAST OF COLUMBIA, ABOUT
 FD0573'5.0 MILES SOUTHEAST OF SPRING HILL AND ON PROPERTY
 FD0573'OWNED BY MR J HARVEY.
 FD0573'
 FD0573'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 FD0573'176 FEET SOUTH OF AN
 FD0573'EAST-WEST WIRE FENCE, 20 FEET NORTH OF A SMALL GROUP OF
 FD0573'TREES AND 3.2 FEET SOUTH-WEST
 FD0573'OF A WITNESS SIGN.  THE MARK IS SET
 FD0573'FLUSH AND IS STAMPED RAGEN 1960.
 FD0573'
 FD0573'TO REACH THE AZIMUTH MARK FROM STATION RAGEN, PACK EAST ACROSS PASTURE
 FD0573'LAND FOR ABOUT 0.2 MILE TO
 FD0573'THE MARK.
 FD0573
 FD0573                          STATION RECOVERY (1960)
 FD0573
 FD0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0573'8.4 MI SE FROM SPRING HILL.
 FD0573'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0573'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0573'31, THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 4.8 MILES SOUTH ON
 FD0573'INTERSTATE HIGHWAY 65.  THE AZIMUTH MARK IS ABOUT 0.4 MILE
 FD0573'SOUTH OF A GRAVEL ROAD CROSSING, AND ABOUT 200 FT. WEST OF THE
 FD0573'CENTER OF INTERSTATE HIGHWAY ON THE HIGHEST POINT OF A HILL,
 FD0573'176 FT. SOUTH OF A FENCE 20 FT. NORTH OF A SMALL GROUP OF TREES
 FD0573'AND 3.2 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN
 FD0573'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NOTE--
 FD0573'THIS MARK IS ABOUT 1.5 MILES NORTH ALONG INTERSTATE HIGHWAY 65
 FD0573'FROM B.M. A 224.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0576 ***********************************************************************
 FD0576  DESIGNATION -  RAGEN RM 1
 FD0576  PID         -  FD0576
 FD0576  STATE/COUNTY-  TN/MAURY
 FD0576  USGS QUAD   -  CARTERS CREEK (1982)
 FD0576
 FD0576                         *CURRENT SURVEY CONTROL
 FD0576  ___________________________________________________________________
 FD0576* NAD 83(1986)-  35 41 09.     (N)    086 53 31.     (W)     SCALED    
 FD0576* NAVD 88     -       251.483  (meters)     825.07   (feet)  ADJUSTED  
 FD0576  ___________________________________________________________________
 FD0576  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD0576  DYNAMIC HT  -         251.262 (meters)     824.35  (feet)  COMP
 FD0576  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0576
 FD0576  VERT ORDER  -  SECOND    CLASS 0
 FD0576
 FD0576.The horizontal coordinates were scaled from a topographic map and have
 FD0576.an estimated accuracy of +/- 6 seconds.
 FD0576
 FD0576.The orthometric height was determined by differential leveling
 FD0576.and adjusted by the National Geodetic Survey in June 1991..
 FD0576
 FD0576.The geoid height was determined by GEOID03.
 FD0576
 FD0576.The dynamic height is computed by dividing the NAVD 88
 FD0576.geopotential number by the normal gravity value computed on the
 FD0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0576.degrees latitude (g = 980.6199 gals.).
 FD0576
 FD0576.The modeled gravity was interpolated from observed gravity values.
 FD0576
 FD0576;                    North         East    Units  Estimated Accuracy
 FD0576;SPC TN       -   150,430.      519,270.      MT  (+/- 180 meters Scaled)
 FD0576
 FD0576                          SUPERSEDED SURVEY CONTROL
 FD0576
 FD0576  NGVD 29 (??/??/92)  251.460  (m)          825.00   (f) ADJ UNCH    2 0
 FD0576
 FD0576.Superseded values are not recommended for survey control.
 FD0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0576.See file dsdata.txt to determine how the superseded data were derived.
 FD0576
 FD0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097491(NAD 83)
 FD0576_MARKER: DR = REFERENCE MARK DISK
 FD0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0576_STAMPING: RAGEN NO 1 1960
 FD0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0576+STABILITY: SURFACE MOTION
 FD0576
 FD0576  HISTORY     - Date     Condition        Report By
 FD0576  HISTORY     - 1960     MONUMENTED       CGS
 FD0576
 FD0576                          STATION DESCRIPTION
 FD0576
 FD0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0576'8.7 MI SE FROM SPRING HILL.
 FD0576'THIS MARK IS LOCATED AT THE RAGEN 1960 STATION SITE, 82 FT.
 FD0576'SOUTH OF THE STATION MARK, AND 1 FT. EAST OF A FENCE.  THE DISK
 FD0576'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0576'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0574 ***********************************************************************
 FD0574  DESIGNATION -  RAGEN RM 2
 FD0574  PID         -  FD0574
 FD0574  STATE/COUNTY-  TN/MAURY
 FD0574  USGS QUAD   -  CARTERS CREEK (1982)
 FD0574
 FD0574                         *CURRENT SURVEY CONTROL
 FD0574  ___________________________________________________________________
 FD0574* NAD 83(1986)-  35 41 09.     (N)    086 53 31.     (W)     SCALED    
 FD0574* NAVD 88     -       252.785  (meters)     829.35   (feet)  ADJUSTED  
 FD0574  ___________________________________________________________________
 FD0574  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD0574  DYNAMIC HT  -         252.563 (meters)     828.62  (feet)  COMP
 FD0574  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0574
 FD0574  VERT ORDER  -  SECOND    CLASS 0
 FD0574
 FD0574.The horizontal coordinates were scaled from a topographic map and have
 FD0574.an estimated accuracy of +/- 6 seconds.
 FD0574
 FD0574.The orthometric height was determined by differential leveling
 FD0574.and adjusted by the National Geodetic Survey in June 1991..
 FD0574
 FD0574.The geoid height was determined by GEOID03.
 FD0574
 FD0574.The dynamic height is computed by dividing the NAVD 88
 FD0574.geopotential number by the normal gravity value computed on the
 FD0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0574.degrees latitude (g = 980.6199 gals.).
 FD0574
 FD0574.The modeled gravity was interpolated from observed gravity values.
 FD0574
 FD0574;                    North         East    Units  Estimated Accuracy
 FD0574;SPC TN       -   150,430.      519,270.      MT  (+/- 180 meters Scaled)
 FD0574
 FD0574                          SUPERSEDED SURVEY CONTROL
 FD0574
 FD0574  NGVD 29 (??/??/92)  252.762  (m)          829.27   (f) ADJ UNCH    2 0
 FD0574
 FD0574.Superseded values are not recommended for survey control.
 FD0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0574.See file dsdata.txt to determine how the superseded data were derived.
 FD0574
 FD0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097491(NAD 83)
 FD0574_MARKER: DR = REFERENCE MARK DISK
 FD0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0574_STAMPING: RAGEN NO 2 1960
 FD0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0574+STABILITY: SURFACE MOTION
 FD0574
 FD0574  HISTORY     - Date     Condition        Report By
 FD0574  HISTORY     - 1960     MONUMENTED       CGS
 FD0574
 FD0574                          STATION DESCRIPTION
 FD0574
 FD0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0574'8.7 MI SE FROM SPRING HILL.
 FD0574'THIS MARK IS LOCATED AT THE RAGEN 1960 STATION SITE, 84 FT.
 FD0574'NORTH OF THE STATION MARK AND 1 FT. EAST OF A FENCE.  THE DISK
 FD0574'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0308 ***********************************************************************
 GC0308  DESIGNATION -  RAIL
 GC0308  PID         -  GC0308
 GC0308  STATE/COUNTY-  TN/TROUSDALE
 GC0308  USGS QUAD   -  BETHPAGE (1994)
 GC0308
 GC0308                         *CURRENT SURVEY CONTROL
 GC0308  ___________________________________________________________________
 GC0308* NAD 83(1995)-  36 27 04.06978(N)    086 16 00.92067(W)     ADJUSTED  
 GC0308* NAVD 88     -       183.558  (meters)     602.22   (feet)  ADJUSTED  
 GC0308  ___________________________________________________________________
 GC0308  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GC0308  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0308  DYNAMIC HT  -         183.409 (meters)     601.73  (feet)  COMP
 GC0308  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 GC0308
 GC0308  HORZ ORDER  -  SECOND
 GC0308  VERT ORDER  -  SECOND    CLASS 0
 GC0308
 GC0308.The horizontal coordinates were established by classical geodetic methods
 GC0308.and adjusted by the National Geodetic Survey in April 1999..
 GC0308
 GC0308.The orthometric height was determined by differential leveling
 GC0308.and adjusted by the National Geodetic Survey in June 1991..
 GC0308
 GC0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0308
 GC0308.The geoid height was determined by GEOID03.
 GC0308
 GC0308.The dynamic height is computed by dividing the NAVD 88
 GC0308.geopotential number by the normal gravity value computed on the
 GC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0308.degrees latitude (g = 980.6199 gals.).
 GC0308
 GC0308.The modeled gravity was interpolated from observed gravity values.
 GC0308
 GC0308;                    North         East     Units Scale Factor Converg.
 GC0308;SPC TN       -   235,005.665   576,070.988   MT  1.00000629   -0 09 22.6
 GC0308;SPC TN       -   771,014.42  1,889,992.90   sFT  1.00000629   -0 09 22.6
 GC0308;UTM  16      - 4,034,237.006   565,692.720   MT  0.99965317   +0 26 08.0
 GC0308
 GC0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0308!SPC TN       -   0.99997581  x   1.00000629  =   0.99998210
 GC0308!UTM  16      -   0.99997581  x   0.99965317  =   0.99962898
 GC0308
 GC0308|---------------------------------------------------------------------|
 GC0308| PID    Reference Object                     Distance      Geod. Az  |
 GC0308|                                                           dddmmss.s |
 GC0308| GC0307 RAIL RM 1                            24.166 METERS 00638     |
 GC0308| GC0309 RAIL RM 2                            29.380 METERS 19035     |
 GC0308| GC0306 RAIL AZ MK                                         3553632.9 |
 GC0308|---------------------------------------------------------------------|
 GC0308
 GC0308                          SUPERSEDED SURVEY CONTROL
 GC0308
 GC0308  NAD 83(1995)-  36 27 04.07052(N)    086 16 00.92175(W) AD(       ) 2
 GC0308  NAD 83(1995)-  36 27 04.07775(N)    086 16 00.92402(W) AD(       ) 2
 GC0308  NAD 83(1986)-  36 27 04.07962(N)    086 16 00.92398(W) AD(       ) 2
 GC0308  NAD 27      -  36 27 03.92120(N)    086 16 00.96310(W) AD(       ) 2
 GC0308  NGVD 29 (??/??/??)  183.66   (m)          602.6    (f) RESET       3  
 GC0308
 GC0308.Superseded values are not recommended for survey control.
 GC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0308.See file dsdata.txt to determine how the superseded data were derived.
 GC0308
 GC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6569334237(NAD 83)
 GC0308_MARKER: DD = SURVEY DISK
 GC0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0308_STAMPING: RAIL 1961
 GC0308_MARK LOGO: TNHD  
 GC0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0308+STABILITY: SURFACE MOTION
 GC0308
 GC0308  HISTORY     - Date     Condition        Report By
 GC0308  HISTORY     - 1961     MONUMENTED       TNHD
 GC0308  HISTORY     - 1961     GOOD             TNHD
 GC0308
 GC0308                          STATION DESCRIPTION
 GC0308
 GC0308'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0308'3.5 MI SE FROM BRANSFORD.
 GC0308'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0308'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 3.5 MILES TO THE
 GC0308'STATION ON THE LEFT.  THE MARK IS LOCATED 35 FEET EAST OF THE
 GC0308'CENTERLINE OF STATE ROUTE 10-A, 52 FEET NORTH OF THE NORTH RAIL
 GC0308'OF A RAILROAD, 14 FEET WEST OF A FENCE, 11.8 FEET WEST OF A
 GC0308'WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0308'CONCRETE POST FLUSH WITH THE GROUND.
 GC0308
 GC0308                          STATION RECOVERY (1961)
 GC0308
 GC0308'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0308'THE STATION LOCATED ABOUT 3.5 MILES SOUTHEAST OF BRANSFORD.
 GC0308'
 GC0308'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 6 AND STATE
 GC0308'ROUTE NO. 10-A, GO SOUTHEAST ON STATE ROUTE NO.  10-A FOR 3.5 MILES
 GC0308'TO THE STATION ON THE LEFT AS DESCRIBED.
 GC0308'
 GC0308'THE STATION IS 35 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GC0308'NO. 10-A, 52 FEET NORTH OF THE NORTH RAIL OF A RAILROAD, 14 FEET
 GC0308'WEST OF A FENCE, AND 11.8 FEET WEST OF A WITNESS POST.  THE SURFACE
 GC0308'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC0308'STAMPED RAIL 1961.  THE UNDERGROUND DISK IS ABOUT 30 INCHES BELOW THE
 GC0308'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0308'CONCRETE MONUMENT.
 GC0308'
 GC0308'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE APPROXIMATE CENTER OF
 GC0308'STATE ROUTE NO. 10-A AND 2 FEET WEST OF A FENCE.  THE MARK IS A
 GC0308'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0308'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RAIL RM-1 1961.
 GC0308'
 GC0308'REFERENCE MARK NO. 2 IS 43 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 GC0308'AND IN THE NORTH EDGE OF A BRIDGE ABUTMENT.  THE MARK IS A STANDARD
 GC0308'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE
 GC0308'IN THE BRIDGE ABUTMENT, AND THE DISK IS STAMPED RAIL RM-2 1961.
 GC0308'
 GC0308'THE AZIMUTH MARK IS 36 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GC0308'ROUTE NO. 10-A, 62 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A
 GC0308'FENCE, AND 1 FOOT SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 GC0308'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0308'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RAIL AZI 1961.
 GC0308'
 GC0308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG STATE
 GC0308'ROUTE NO. 10-A FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0308'
 GC0308'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0306 ***********************************************************************
 GC0306  DESIGNATION -  RAIL AZ MK
 GC0306  PID         -  GC0306
 GC0306  STATE/COUNTY-  TN/SUMNER
 GC0306  USGS QUAD   -  BETHPAGE (1994)
 GC0306
 GC0306                         *CURRENT SURVEY CONTROL
 GC0306  ___________________________________________________________________
 GC0306* NAD 83(1986)-  36 27 15.     (N)    086 16 03.     (W)     SCALED    
 GC0306* NAVD 88     -       195.387  (meters)     641.03   (feet)  ADJUSTED  
 GC0306  ___________________________________________________________________
 GC0306  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0306  DYNAMIC HT  -         195.229 (meters)     640.51  (feet)  COMP
 GC0306  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GC0306
 GC0306  VERT ORDER  -  SECOND    CLASS 0
 GC0306
 GC0306.The horizontal coordinates were scaled from a topographic map and have
 GC0306.an estimated accuracy of +/- 6 seconds.
 GC0306
 GC0306.The orthometric height was determined by differential leveling
 GC0306.and adjusted by the National Geodetic Survey in June 1991..
 GC0306
 GC0306.The geoid height was determined by GEOID03.
 GC0306
 GC0306.The dynamic height is computed by dividing the NAVD 88
 GC0306.geopotential number by the normal gravity value computed on the
 GC0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0306.degrees latitude (g = 980.6199 gals.).
 GC0306
 GC0306.The modeled gravity was interpolated from observed gravity values.
 GC0306
 GC0306;                    North         East    Units  Estimated Accuracy
 GC0306;SPC TN       -   235,340.      576,020.      MT  (+/- 180 meters Scaled)
 GC0306
 GC0306                          SUPERSEDED SURVEY CONTROL
 GC0306
 GC0306  NGVD 29 (??/??/??)  195.49   (m)          641.4    (f) RESET       3  
 GC0306
 GC0306.Superseded values are not recommended for survey control.
 GC0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0306.See file dsdata.txt to determine how the superseded data were derived.
 GC0306
 GC0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656345(NAD 83)
 GC0306_MARKER: DD = SURVEY DISK
 GC0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0306_STAMPING: RAIL AZI 1961
 GC0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0306+STABILITY: SURFACE MOTION
 GC0306
 GC0306  HISTORY     - Date     Condition        Report By
 GC0306  HISTORY     - 1961     MONUMENTED       TNHD
 GC0306
 GC0306                          STATION DESCRIPTION
 GC0306
 GC0306'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0306'3.3 MI SE FROM BRANSFORD.
 GC0306'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0306'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 3.3 MILES TO THE
 GC0306'MARK ON THE RIGHT.  THE MARK IS LOCATED 36 FEET WEST OF THE
 GC0306'CENTERLINE OF STATE ROUTE 10-A, 62 FEET SOUTH OF A FENCE CORNER,
 GC0306'1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 GC0306'THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0306'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0307 ***********************************************************************
 GC0307  DESIGNATION -  RAIL RM 1
 GC0307  PID         -  GC0307
 GC0307  STATE/COUNTY-  TN/TROUSDALE
 GC0307  USGS QUAD   -  BETHPAGE (1994)
 GC0307
 GC0307                         *CURRENT SURVEY CONTROL
 GC0307  ___________________________________________________________________
 GC0307* NAD 83(1986)-  36 27 03.     (N)    086 16 00.     (W)     SCALED    
 GC0307* NAVD 88     -       183.829  (meters)     603.11   (feet)  ADJUSTED  
 GC0307  ___________________________________________________________________
 GC0307  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0307  DYNAMIC HT  -         183.680 (meters)     602.62  (feet)  COMP
 GC0307  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 GC0307
 GC0307  VERT ORDER  -  SECOND    CLASS 0
 GC0307
 GC0307.The horizontal coordinates were scaled from a topographic map and have
 GC0307.an estimated accuracy of +/- 6 seconds.
 GC0307
 GC0307.The orthometric height was determined by differential leveling
 GC0307.and adjusted by the National Geodetic Survey in June 1991..
 GC0307
 GC0307.The geoid height was determined by GEOID03.
 GC0307
 GC0307.The dynamic height is computed by dividing the NAVD 88
 GC0307.geopotential number by the normal gravity value computed on the
 GC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0307.degrees latitude (g = 980.6199 gals.).
 GC0307
 GC0307.The modeled gravity was interpolated from observed gravity values.
 GC0307
 GC0307;                    North         East    Units  Estimated Accuracy
 GC0307;SPC TN       -   234,970.      576,090.      MT  (+/- 180 meters Scaled)
 GC0307
 GC0307                          SUPERSEDED SURVEY CONTROL
 GC0307
 GC0307  NGVD 29 (??/??/92)  183.899  (m)          603.34   (f) ADJ UNCH    2 0
 GC0307
 GC0307.Superseded values are not recommended for survey control.
 GC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0307.See file dsdata.txt to determine how the superseded data were derived.
 GC0307
 GC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657342(NAD 83)
 GC0307_MARKER: DD = SURVEY DISK
 GC0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0307_STAMPING: RAIL RM-1 1961
 GC0307_MARK LOGO: TNHD  
 GC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0307+STABILITY: SURFACE MOTION
 GC0307
 GC0307  HISTORY     - Date     Condition        Report By
 GC0307  HISTORY     - 1961     MONUMENTED       TNHD
 GC0307
 GC0307                          STATION DESCRIPTION
 GC0307
 GC0307'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0307'3.5 MI SE FROM BRANSFORD.
 GC0307'THIS MARK IS LOCATED AT THE RAIL 1961 STATION SITE, 46 FEET
 GC0307'EAST OF THE CENTERLINE OF STATE ROUTE 10-A, 2 FEET WEST OF A
 GC0307'FENCE, AND 79.3 FEET NORTH OF THE STATION.  THE MARK IS SET IN
 GC0307'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0309 ***********************************************************************
 GC0309  DESIGNATION -  RAIL RM 2
 GC0309  PID         -  GC0309
 GC0309  STATE/COUNTY-  TN/TROUSDALE
 GC0309  USGS QUAD   -  BETHPAGE (1994)
 GC0309
 GC0309                         *CURRENT SURVEY CONTROL
 GC0309  ___________________________________________________________________
 GC0309* NAD 83(1986)-  36 27 02.     (N)    086 16 00.     (W)     SCALED    
 GC0309* NAVD 88     -       184.261  (meters)     604.53   (feet)  ADJUSTED  
 GC0309  ___________________________________________________________________
 GC0309  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0309  DYNAMIC HT  -         184.112 (meters)     604.04  (feet)  COMP
 GC0309  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 GC0309
 GC0309  VERT ORDER  -  SECOND    CLASS 0
 GC0309
 GC0309.The horizontal coordinates were scaled from a topographic map and have
 GC0309.an estimated accuracy of +/- 6 seconds.
 GC0309
 GC0309.The orthometric height was determined by differential leveling
 GC0309.and adjusted by the National Geodetic Survey in June 1991..
 GC0309
 GC0309.The geoid height was determined by GEOID03.
 GC0309
 GC0309.The dynamic height is computed by dividing the NAVD 88
 GC0309.geopotential number by the normal gravity value computed on the
 GC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0309.degrees latitude (g = 980.6199 gals.).
 GC0309
 GC0309.The modeled gravity was interpolated from observed gravity values.
 GC0309
 GC0309;                    North         East    Units  Estimated Accuracy
 GC0309;SPC TN       -   234,940.      576,090.      MT  (+/- 180 meters Scaled)
 GC0309
 GC0309                          SUPERSEDED SURVEY CONTROL
 GC0309
 GC0309  NGVD 29 (??/??/92)  184.332  (m)          604.76   (f) ADJ UNCH    2 0
 GC0309
 GC0309.Superseded values are not recommended for survey control.
 GC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0309.See file dsdata.txt to determine how the superseded data were derived.
 GC0309
 GC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657341(NAD 83)
 GC0309_MARKER: DD = SURVEY DISK
 GC0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0309_SP_SET: BRIDGE
 GC0309_STAMPING: RAIL RM-2 1961
 GC0309_MARK LOGO: TNHD  
 GC0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0309
 GC0309  HISTORY     - Date     Condition        Report By
 GC0309  HISTORY     - 1961     MONUMENTED       TNHD
 GC0309
 GC0309                          STATION DESCRIPTION
 GC0309
 GC0309'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0309'3.5 MI SE FROM BRANSFORD.
 GC0309'THIS MARK IS LOCATED AT THE RAIL 1961 STATION SITE, 43 FEET
 GC0309'SOUTH OF THE SOUTH RAIL OF A RAILROAD AND IN THE NORTH EDGE
 GC0309'OF A BRIDGE ABUTMENT.  THE MARK IS LOCATED AT THE NORTH END OF
 GC0309'THE BRIDGE CEMENTED IN A DRILLED HOLE IN THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2581 ***********************************************************************
 FE2581  DESIGNATION -  RALEIGH
 FE2581  PID         -  FE2581
 FE2581  STATE/COUNTY-  TN/SHELBY
 FE2581  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2581
 FE2581                         *CURRENT SURVEY CONTROL
 FE2581  ___________________________________________________________________
 FE2581* NAD 83(1995)-  35 14 13.64221(N)    089 53 03.73128(W)     ADJUSTED  
 FE2581* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 FE2581  ___________________________________________________________________
 FE2581  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FE2581  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2581
 FE2581  HORZ ORDER  -  SECOND
 FE2581
 FE2581.The horizontal coordinates were established by classical geodetic methods
 FE2581.and adjusted by the National Geodetic Survey in April 1999..
 FE2581
 FE2581.The orthometric height was scaled from a topographic map.
 FE2581
 FE2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2581
 FE2581.The geoid height was determined by GEOID03.
 FE2581
 FE2581;                    North         East     Units Scale Factor Converg.
 FE2581;SPC TN       -   107,291.581   246,520.988   MT  1.00000230   -2 16 26.6
 FE2581;SPC TN       -   352,005.80    808,794.27   sFT  1.00000230   -2 16 26.6
 FE2581;UTM  16      - 3,903,153.388   237,520.676   MT  1.00044915   -1 39 54.4
 FE2581
 FE2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2581!SPC TN       -   0.99998639  x   1.00000230  =   0.99998869
 FE2581!UTM  16      -   0.99998639  x   1.00044915  =   1.00043553
 FE2581
 FE2581|---------------------------------------------------------------------|
 FE2581| PID    Reference Object                     Distance      Geod. Az  |
 FE2581|                                                           dddmmss.s |
 FE2581| CG4114 RALEIGH RM 2                         27.300 METERS 01017     |
 FE2581| FE2554 MEMPHIS TV STA WREC MAST            APPROX. 7.8 KM 1423507.1 |
 FE2581| FE2552 MEMPHIS TV STA WHBQ MAST            APPROX. 7.8 KM 1524317.6 |
 FE2581| FE2548 BARTLETT MUNICIPAL TANK             APPROX. 3.6 KM 1620748.1 |
 FE2581| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 7.5 KM 1811502.5 |
 FE2581| CG4111 RALEIGH AZ MK                                      2310211.3 |
 FE2581| CG4113 RALEIGH RM 1                         26.456 METERS 26603     |
 FE2581|---------------------------------------------------------------------|
 FE2581
 FE2581                          SUPERSEDED SURVEY CONTROL
 FE2581
 FE2581  NAD 83(1995)-  35 14 13.64926(N)    089 53 03.73164(W) AD(       ) 2
 FE2581  NAD 83(1995)-  35 14 13.65029(N)    089 53 03.73198(W) AD(       ) 2
 FE2581  NAD 83(1986)-  35 14 13.65343(N)    089 53 03.73223(W) AD(       ) 2
 FE2581  NAD 27      -  35 14 13.33720(N)    089 53 03.42010(W) AD(       ) 2
 FE2581
 FE2581.Superseded values are not recommended for survey control.
 FE2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2581.See file dsdata.txt to determine how the superseded data were derived.
 FE2581
 FE2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3752103153(NAD 83)
 FE2581_MARKER: DS = TRIANGULATION STATION DISK
 FE2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2581
 FE2581  HISTORY     - Date     Condition        Report By
 FE2581  HISTORY     - 1957     MONUMENTED       CGS
 FE2581  HISTORY     - 1958     GOOD             CGS
 FE2581  HISTORY     - 1989     MARK NOT FOUND   USE
 FE2581
 FE2581                          STATION DESCRIPTION
 FE2581
 FE2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2581'THE STATION IS ABOUT 11.5 MILES NORTHEAST OF THE MAIN BUSINESS
 FE2581'SECTION OF MEMPHIS, ABOUT 2.5 MILES NORTH OF BARTLETT, ABOUT 3
 FE2581'MILES NORTHEAST OF RALEIGH AND ON PROPERTY OWNED BY MRS. C.W. TAYLOR.
 FE2581'IT IS 3 FEET SOUTHWEST OF A WHITE WITNESS POST, 26 FEET NORTH EAST
 FE2581'OF THE CENTERLINE OF A DIRT ROAD, 32 FEET SOUTHEAST OF THE CENTERLINE
 FE2581'OF COVINGTON PIKE AND 42.0 FEET EAST OF THE CENTER OF THE
 FE2581'INTERSECTION FORMED BY THE TWO ROADS.  THE MONUMENT IS FLUSH AND THE
 FE2581'DISK IS STAMPED RALEIGH 1957.
 FE2581'
 FE2581'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BARTLETT, GO WEST ON
 FE2581'STAGE ROAD FOR 1.45 MILES TO COVINGTON PIKE.  TURN RIGHT, NORTH ON
 FE2581'COVINGTON PIKE AND GO 1.2 MILES TO A REVERSE Y-INTERSECTION.  BEAR
 FE2581'RIGHT AND GO 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FE2581'NORTHEAST FOR 0.2 MILE TO THE STATION ON THE RIGHT, SOUTHEAST SIDE OF
 FE2581'THE ROAD.
 FE2581'
 FE2581'REFERENCE MARK 1 IS 25 FEET NORTHWEST OF THE CENTERLINE OF COVINGTON
 FE2581'PIKE AND 1 FOOT SOUTHEAST OF A BARBED WIRE FENCE.  THE MONUMENT IS
 FE2581'FLUSH AND THE DISK IS STAMPED RALEIGH NO 1 1957.
 FE2581'
 FE2581'REFERENCE MARK 2 IS 20 FEET NORTHWEST OF THE CENTERLINE OF COVINGTON
 FE2581'PIKE, 9 FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET SOUTHEAST OF
 FE2581'A BARBED WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2581'RALEIGH NO 2 1957.
 FE2581'
 FE2581'THE AZIMUTH MARK IS 25 FEET NORTHWEST OF COVINGTON PIKE, 4 FEET NORTH
 FE2581'OF A WHITE WITNESS POST, 27 FEET SOUTHWEST OF A GRAVELED DRIVEWAY
 FE2581'AND 22 FEET NORTHEAST OF AN OLD DIRT ROAD.  THE MONUMENT IS FLUSH AND
 FE2581'THE DISK IS STAMPED RALEIGH 1957.
 FE2581'
 FE2581'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2581
 FE2581                          STATION RECOVERY (1958)
 FE2581
 FE2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 FE2581'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FE2581'THE PREVIOUS DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 FE2581
 FE2581                          STATION RECOVERY (1989)
 FE2581
 FE2581'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE2581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2580 ***********************************************************************
 FE2580  DESIGNATION -  RALEIGH MUNICIPAL TANK
 FE2580  PID         -  FE2580
 FE2580  STATE/COUNTY-  TN/SHELBY
 FE2580  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2580
 FE2580                         *CURRENT SURVEY CONTROL
 FE2580  ___________________________________________________________________
 FE2580* NAD 83(1995)-  35 13 38.19934(N)    089 55 30.74589(W)     ADJUSTED  
 FE2580* NAVD 88     -                                                        
 FE2580  ___________________________________________________________________
 FE2580  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2580  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2580
 FE2580  HORZ ORDER  -  THIRD
 FE2580
 FE2580.The horizontal coordinates were established by classical geodetic methods
 FE2580.and adjusted by the National Geodetic Survey in April 1999..
 FE2580
 FE2580
 FE2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2580
 FE2580.The geoid height was determined by GEOID03.
 FE2580
 FE2580;                    North         East     Units Scale Factor Converg.
 FE2580;SPC TN       -   106,348.449   242,762.957   MT  1.00000409   -2 17 52.7
 FE2580;SPC TN       -   348,911.54    796,464.80   sFT  1.00000409   -2 17 52.7
 FE2580;UTM  16      - 3,902,169.895   233,771.169   MT  1.00047359   -1 41 17.9
 FE2580;UTM  15      - 3,902,581.581   779,847.208   MT  1.00056526   +1 46 29.1
 FE2580
 FE2580                          SUPERSEDED SURVEY CONTROL
 FE2580
 FE2580  NAD 83(1995)-  35 13 38.20661(N)    089 55 30.74675(W) AD(       ) 4
 FE2580  NAD 83(1995)-  35 13 38.20798(N)    089 55 30.74666(W) AD(       ) 4
 FE2580  NAD 83(1986)-  35 13 38.21045(N)    089 55 30.74687(W) AD(       ) 4
 FE2580  NAD 27      -  35 13 37.89300(N)    089 55 30.43000(W) AD(       ) 3
 FE2580
 FE2580.Superseded values are not recommended for survey control.
 FE2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2580.See file dsdata.txt to determine how the superseded data were derived.
 FE2580
 FE2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3377102170(NAD 83)
 FE2580_MARKER: 53 = ELEVATED TANK
 FE2580
 FE2580  HISTORY     - Date     Condition        Report By
 FE2580  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2580
 FE2580                          STATION DESCRIPTION
 FE2580
 FE2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2580'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE RALEIGH,
 FE2580'MUNICIPAL WATER TANK, LOCATED ABOUT 1 MILE NORTH OF RALEIGH ON THE
 FE2580'EAST SIDE OF THE RALEIGH-MILLINGTON ROAD.  IT IS 34 FEET SOUTH OF A
 FE2580'FENCE CORNER AND 108 FEET EAST OF THE CENTERLINE OF THE
 FE2580'RALEIGH-MILLINGTON ROAD.
 FE2580'
 FE2580'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 FE2580'SILVER AND BEARS THE LEGEND RALEIGH UTILITIES DISTRICT IN BLACK
 FE2580'LETTERS ON THE NORTH SIDE.  THE OVERALL HEIGHT IS ABOUT 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1437 ***********************************************************************
 FE1437  DESIGNATION -  RANGE
 FE1437  PID         -  FE1437
 FE1437  STATE/COUNTY-  TN/SHELBY
 FE1437  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1437
 FE1437                         *CURRENT SURVEY CONTROL
 FE1437  ___________________________________________________________________
 FE1437* NAD 83(1995)-  35 11 37.08917(N)    089 58 35.65128(W)     ADJUSTED  
 FE1437* NAVD 88     -        67.564  (meters)     221.67   (feet)  ADJUSTED  
 FE1437  ___________________________________________________________________
 FE1437  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FE1437  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1437  DYNAMIC HT  -          67.503 (meters)     221.47  (feet)  COMP
 FE1437  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FE1437
 FE1437  HORZ ORDER  -  SECOND
 FE1437  VERT ORDER  -  SECOND    CLASS 0
 FE1437
 FE1437.The horizontal coordinates were established by classical geodetic methods
 FE1437.and adjusted by the National Geodetic Survey in April 1999..
 FE1437
 FE1437.The orthometric height was determined by differential leveling
 FE1437.and adjusted by the National Geodetic Survey in June 1991..
 FE1437
 FE1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1437
 FE1437.The geoid height was determined by GEOID03.
 FE1437
 FE1437.The dynamic height is computed by dividing the NAVD 88
 FE1437.geopotential number by the normal gravity value computed on the
 FE1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1437.degrees latitude (g = 980.6199 gals.).
 FE1437
 FE1437.The modeled gravity was interpolated from observed gravity values.
 FE1437
 FE1437;                    North         East     Units Scale Factor Converg.
 FE1437;SPC TN       -   102,807.851   237,939.338   MT  1.00001043   -2 19 41.0
 FE1437;SPC TN       -   337,295.42    780,639.31   sFT  1.00001043   -2 19 41.0
 FE1437;UTM  16      - 3,898,576.365   228,983.246   MT  1.00050531   -1 42 59.6
 FE1437;UTM  15      - 3,898,705.279   775,284.724   MT  1.00053405   +1 44 37.0
 FE1437
 FE1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1437!SPC TN       -   0.99999368  x   1.00001043  =   1.00000411
 FE1437!UTM  16      -   0.99999368  x   1.00050531  =   1.00049899
 FE1437!UTM  15      -   0.99999368  x   1.00053405  =   1.00052773
 FE1437
 FE1437|---------------------------------------------------------------------|
 FE1437| PID    Reference Object                     Distance      Geod. Az  |
 FE1437|                                                           dddmmss.s |
 FE1437| FE1439 RANGE RM 1                            6.392 METERS 16356     |
 FE1437| FF0421 DUPONT                              APPROX. 2.3 KM 2744551.7 |
 FE1437| FE1438 RANGE RM 2                            6.212 METERS 29010     |
 FE1437|---------------------------------------------------------------------|
 FE1437
 FE1437                          SUPERSEDED SURVEY CONTROL
 FE1437
 FE1437  NAD 83(1995)-  35 11 37.09197(N)    089 58 35.65072(W) AD(       ) 2
 FE1437  NAD 83(1995)-  35 11 37.09473(N)    089 58 35.65058(W) AD(       ) 2
 FE1437  NAD 83(1986)-  35 11 37.09979(N)    089 58 35.65229(W) AD(       ) 2
 FE1437  NAD 27      -  35 11 36.78160(N)    089 58 35.33020(W) AD(       ) 2
 FE1437  NGVD 29 (??/??/??)   67.542  (m)          221.59   (f) ADJUSTED    2 0
 FE1437
 FE1437.Superseded values are not recommended for survey control.
 FE1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1437.See file dsdata.txt to determine how the superseded data were derived.
 FE1437
 FE1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2898398576(NAD 83)
 FE1437_MARKER: DE = TRAVERSE STATION DISK
 FE1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1437_STAMPING: RANGE 1959
 FE1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1437+STABILITY: SURFACE MOTION
 FE1437
 FE1437  HISTORY     - Date     Condition        Report By
 FE1437  HISTORY     - 1959     MONUMENTED       CGS
 FE1437  HISTORY     - 1959     GOOD             CGS
 FE1437  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1437
 FE1437                          STATION DESCRIPTION
 FE1437
 FE1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1437'THE STATION IS LOCATED UNDER POWER LINE TRANSMISSION TOWER NO 17
 FE1437'WHICH IS LOCATED ABOUT 5.5 MILES NORTHEAST OF THE DOWNTOWN
 FE1437'SECTION OF MEMPHIS, 3.0 MILES WEST-SOUTHWEST OF RALEIGH, AND 3.0
 FE1437'MILES EAST-SOUTHEAST OF FRAYSER.
 FE1437'
 FE1437'TO REACH THE STATION FROM THE INTERSECTION OF JAMES ROAD (THE MAIN
 FE1437'INTERSECTION IN RALEIGH) AND AUSTIN PEAK 14 IN RALEIGH GO WEST
 FE1437'ON JAMES ROAD, THENCE SCENIC HIGHWAY, THENCE JAMES ROAD, FOR 2.5
 FE1437'MILES TO A RAILROAD CROSSING. CONTINUE WEST ON JAMES ROAD FOR 0.6
 FE1437'MILE TO THE INTERSECTION OF RANGE LINE ROAD. TURN
 FE1437'LEFT ONTO RANGE LINE ROAD AND GO SOUTH FOR
 FE1437'0.4 MILE TO THE NORTHEAST CORNER OF A CULTIVATED FIELD AND A
 FE1437'TRANSMISSION TOWER ABOUT 200 FEET SOUTHWEST UNDER WHICH THE
 FE1437'STATION IS LOCATED.
 FE1437'
 FE1437'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED RANGE
 FE1437'1959, IS SET 10.6 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER.
 FE1437'IT IS 9.6 FEET SOUTH-SOUTHWEST OF A WITNESS SIGN.
 FE1437'
 FE1437'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FE1437'STAMPED RANGE 1959 AND IS SET ABOUT 30 INCHES BELOW THE SURFACE OF
 FE1437'THE GROUND.
 FE1437'
 FE1437'REFERENCE MARK 1, A STANDARD DISK STAMPED RANGE NO 1 1959, IS SET IN
 FE1437'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FE1437'ABOVE THE GROUND. IT IS 2 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE
 FE1437'TRANSMISSION TOWER.
 FE1437'
 FE1437'REFERENCE MARK 2, A STANDARD DISK STAMPED RANGE NO 2 1959, IS SET IN
 FE1437'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FE1437'ABOVE THE GROUND. IT IS 1 FOOT SOUTHEAST OF THE NORTHWEST LEG OF THE
 FE1437'TRANSMISSION TOWER.
 FE1437'
 FE1437'TRIANGULATION STATION DUPONT CAN BE USED FOR AN AZIMUTH.
 FE1437'
 FE1437'THIS STATION WAS LOCATED BY TELLUROMETER TRAVERSE.
 FE1437
 FE1437                          STATION RECOVERY (1959)
 FE1437
 FE1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1437'3.5 MI WSW FROM RALEIGH.
 FE1437'TO REACH THE STATION FROM THE INTERSECTION OF JAMES ROAD, AND
 FE1437'AUSTIN PEAK 14 IN RALEIGH GO WEST ON JAMES ROAD, THENCE SCENIC
 FE1437'HIGHWAY, THENCE JAMES ROAD, FOR 2.5 MILES TO A RAILROAD CROSSING.
 FE1437'CONTINUE WEST ON JAMES ROAD FOR 0.6 MILE TO THE INTERSECTION OF
 FE1437'RANGE LINE ROAD.  TURN LEFT ONTO RANGE LINE ROAD AND GO SOUTH
 FE1437'FOR 0.4 MILE TO THE NORTHEAST CORNER OF A CULTIVATED FIELD AND
 FE1437'A TRANSMISSION TOWER ABOUT 200 FEET SOUTHWEST UNDER WHICH THE
 FE1437'STATION IS LOCATED, 10.6 FT. SOUTHWEST OF THE NORTHEAST LEG OF
 FE1437'TOWER 17, 9.6 FT. SOUTHEAST OF A WITNESS SIGN, A DISK SET IN
 FE1437'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THIS STATION IS
 FE1437'ABOUT 1.0 MILE EAST OF W 214.
 FE1437
 FE1437                          STATION RECOVERY (1989)
 FE1437
 FE1437'RECOVERY NOTE BY US ENGINEERS 1989 (MH)
 FE1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1439 ***********************************************************************
 FE1439  DESIGNATION -  RANGE RM 1
 FE1439  PID         -  FE1439
 FE1439  STATE/COUNTY-  TN/SHELBY
 FE1439  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1439
 FE1439                         *CURRENT SURVEY CONTROL
 FE1439  ___________________________________________________________________
 FE1439* NAD 83(1986)-  35 11 36.     (N)    089 58 36.     (W)     SCALED    
 FE1439* NAVD 88     -        67.549  (meters)     221.62   (feet)  ADJUSTED  
 FE1439  ___________________________________________________________________
 FE1439  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1439  DYNAMIC HT  -          67.488 (meters)     221.42  (feet)  COMP
 FE1439  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FE1439
 FE1439  VERT ORDER  -  SECOND    CLASS 0
 FE1439
 FE1439.The horizontal coordinates were scaled from a topographic map and have
 FE1439.an estimated accuracy of +/- 6 seconds.
 FE1439
 FE1439.The orthometric height was determined by differential leveling
 FE1439.and adjusted by the National Geodetic Survey in June 1991..
 FE1439
 FE1439.The geoid height was determined by GEOID03.
 FE1439
 FE1439.The dynamic height is computed by dividing the NAVD 88
 FE1439.geopotential number by the normal gravity value computed on the
 FE1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1439.degrees latitude (g = 980.6199 gals.).
 FE1439
 FE1439.The modeled gravity was interpolated from observed gravity values.
 FE1439
 FE1439;                    North         East    Units  Estimated Accuracy
 FE1439;SPC TN       -   102,780.      237,930.      MT  (+/- 180 meters Scaled)
 FE1439
 FE1439                          SUPERSEDED SURVEY CONTROL
 FE1439
 FE1439  NGVD 29 (??/??/??)   67.526  (m)          221.54   (f) ADJUSTED    2 0
 FE1439
 FE1439.Superseded values are not recommended for survey control.
 FE1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1439.See file dsdata.txt to determine how the superseded data were derived.
 FE1439
 FE1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD289985(NAD 83)
 FE1439_MARKER: DR = REFERENCE MARK DISK
 FE1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1439_STAMPING: RANGE NO 1 1959
 FE1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1439+STABILITY: SURFACE MOTION
 FE1439
 FE1439  HISTORY     - Date     Condition        Report By
 FE1439  HISTORY     - 1959     MONUMENTED       CGS
 FE1439  HISTORY     - 1959     GOOD             CGS
 FE1439  HISTORY     - 19961010 MARK NOT FOUND   TN1620
 FE1439
 FE1439                          STATION DESCRIPTION
 FE1439
 FE1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1439'3.5 MI WSW FROM RALEIGH.
 FE1439'THIS MARK IS LOCATED AT THE STATION SITE, 20.9 FT.
 FE1439'SOUTH-SOUTHEAST OF THE STATION MARK, 2 FT. NORTHWEST OF THE
 FE1439'SOUTHEAST LEG OF THE TRANSMISSION TOWER, A DISK SET IN TOP OF A
 FE1439'CONCRETE POST PROJECTING 2 INCHES.
 FE1439
 FE1439                          STATION RECOVERY (1996)
 FE1439
 FE1439'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FE1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1438 ***********************************************************************
 FE1438  DESIGNATION -  RANGE RM 2
 FE1438  PID         -  FE1438
 FE1438  STATE/COUNTY-  TN/SHELBY
 FE1438  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1438
 FE1438                         *CURRENT SURVEY CONTROL
 FE1438  ___________________________________________________________________
 FE1438* NAD 83(1986)-  35 11 36.     (N)    089 58 36.     (W)     SCALED    
 FE1438* NAVD 88     -        67.627  (meters)     221.87   (feet)  ADJUSTED  
 FE1438  ___________________________________________________________________
 FE1438  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1438  DYNAMIC HT  -          67.566 (meters)     221.67  (feet)  COMP
 FE1438  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FE1438
 FE1438  VERT ORDER  -  SECOND    CLASS 0
 FE1438
 FE1438.The horizontal coordinates were scaled from a topographic map and have
 FE1438.an estimated accuracy of +/- 6 seconds.
 FE1438
 FE1438.The orthometric height was determined by differential leveling
 FE1438.and adjusted by the National Geodetic Survey in June 1991..
 FE1438
 FE1438.The geoid height was determined by GEOID03.
 FE1438
 FE1438.The dynamic height is computed by dividing the NAVD 88
 FE1438.geopotential number by the normal gravity value computed on the
 FE1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1438.degrees latitude (g = 980.6199 gals.).
 FE1438
 FE1438.The modeled gravity was interpolated from observed gravity values.
 FE1438
 FE1438;                    North         East    Units  Estimated Accuracy
 FE1438;SPC TN       -   102,780.      237,930.      MT  (+/- 180 meters Scaled)
 FE1438
 FE1438                          SUPERSEDED SURVEY CONTROL
 FE1438
 FE1438  NGVD 29 (??/??/??)   67.604  (m)          221.80   (f) ADJUSTED    2 0
 FE1438
 FE1438.Superseded values are not recommended for survey control.
 FE1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1438.See file dsdata.txt to determine how the superseded data were derived.
 FE1438
 FE1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD289985(NAD 83)
 FE1438_MARKER: DR = REFERENCE MARK DISK
 FE1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1438_STAMPING: RANGE NO 2 1959
 FE1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1438+STABILITY: SURFACE MOTION
 FE1438
 FE1438  HISTORY     - Date     Condition        Report By
 FE1438  HISTORY     - 1959     MONUMENTED       CGS
 FE1438  HISTORY     - 1959     GOOD             CGS
 FE1438  HISTORY     - 19961012 MARK NOT FOUND   TN1620
 FE1438
 FE1438                          STATION DESCRIPTION
 FE1438
 FE1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1438'3.5 MI WSW FROM RALEIGH.
 FE1438'THIS MARK IS LOCATED AT THE STATION SITE, 20.4 FT. NORTHWEST
 FE1438'OF THE STATION MARK, 1 FT. SOUTHEAST OF NORTHWEST LEG OF THE
 FE1438'TRANSMISSION TOWER, A DISK SET IN TOP OF A CONCRETE POST
 FE1438'PROJECTING 1 INCH.
 FE1438
 FE1438                          STATION RECOVERY (1996)
 FE1438
 FE1438'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FE1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1446 ***********************************************************************
 FC1446  DESIGNATION -  RANKIN
 FC1446  PID         -  FC1446
 FC1446  STATE/COUNTY-  TN/MARION
 FC1446  USGS QUAD   -  SEQUATCHIE (1982)
 FC1446
 FC1446                         *CURRENT SURVEY CONTROL
 FC1446  ___________________________________________________________________
 FC1446* NAD 83(1995)-  35 01 38.50136(N)    085 33 18.04315(W)     ADJUSTED  
 FC1446* NAVD 88     -       188.458  (meters)     618.30   (feet)  ADJUSTED  
 FC1446  ___________________________________________________________________
 FC1446  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FC1446  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1446  DYNAMIC HT  -         188.275 (meters)     617.70  (feet)  COMP
 FC1446  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1446
 FC1446  HORZ ORDER  -  SECOND
 FC1446  VERT ORDER  -  SECOND    CLASS 0
 FC1446
 FC1446.The horizontal coordinates were established by classical geodetic methods
 FC1446.and adjusted by the National Geodetic Survey in April 1999..
 FC1446
 FC1446.The orthometric height was determined by differential leveling
 FC1446.and adjusted by the National Geodetic Survey in June 1991..
 FC1446
 FC1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1446
 FC1446.The geoid height was determined by GEOID03.
 FC1446
 FC1446.The dynamic height is computed by dividing the NAVD 88
 FC1446.geopotential number by the normal gravity value computed on the
 FC1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1446.degrees latitude (g = 980.6199 gals.).
 FC1446
 FC1446.The modeled gravity was interpolated from observed gravity values.
 FC1446
 FC1446;                    North         East     Units Scale Factor Converg.
 FC1446;SPC TN       -    77,096.111   640,610.373   MT  1.00004675   +0 15 37.8
 FC1446;SPC TN       -   252,939.49  2,101,735.87   sFT  1.00004675   +0 15 37.8
 FC1446;UTM  16      - 3,877,031.535   631,818.448   MT  0.99981415   +0 49 46.2
 FC1446
 FC1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1446!SPC TN       -   0.99997499  x   1.00004675  =   1.00002174
 FC1446!UTM  16      -   0.99997499  x   0.99981415  =   0.99978914
 FC1446
 FC1446:                Primary Azimuth Mark                     Grid Az
 FC1446:SPC TN       -  HALE                                     072 20 13.0
 FC1446:UTM  16      -  HALE                                     071 46 04.6
 FC1446
 FC1446|---------------------------------------------------------------------|
 FC1446| PID    Reference Object                     Distance      Geod. Az  |
 FC1446|                                                           dddmmss.s |
 FC1446| FC1444 HALE                                APPROX. 0.6 KM 0723550.8 |
 FC1446| FC1445 RANKIN RM 1                           4.641 METERS 11830     |
 FC1446| FC1447 RANKIN RM 2                           4.577 METERS 29628     |
 FC1446|---------------------------------------------------------------------|
 FC1446
 FC1446                          SUPERSEDED SURVEY CONTROL
 FC1446
 FC1446  NAD 83(1995)-  35 01 38.50158(N)    085 33 18.04320(W) AD(       ) 2
 FC1446  NAD 83(1995)-  35 01 38.50196(N)    085 33 18.04480(W) AD(       ) 2
 FC1446  NAD 83(1995)-  35 01 38.50326(N)    085 33 18.04255(W) AD(       ) 2
 FC1446  NAD 83(1986)-  35 01 38.50349(N)    085 33 18.04236(W) AD(       ) 2
 FC1446  NAD 27      -  35 01 38.22660(N)    085 33 18.17060(W) AD(       ) 2
 FC1446  NGVD 29 (??/??/92)  188.459  (m)          618.30   (f) ADJ UNCH    2 0
 FC1446
 FC1446.Superseded values are not recommended for survey control.
 FC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1446.See file dsdata.txt to determine how the superseded data were derived.
 FC1446
 FC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3181877032(NAD 83)
 FC1446_MARKER: DR = REFERENCE MARK DISK
 FC1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1446_STAMPING: RANKIN 1962
 FC1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1446+STABILITY: SURFACE MOTION
 FC1446
 FC1446  HISTORY     - Date     Condition        Report By
 FC1446  HISTORY     - 1962     MONUMENTED       CGS
 FC1446  HISTORY     - 1962     GOOD             CGS
 FC1446
 FC1446                          STATION DESCRIPTION
 FC1446
 FC1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1446'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF GUILD AND ON THE
 FC1446'NORTH SIDE OF A COUNTY ROAD.
 FC1446'
 FC1446'TO REACH THE STATION FROM THE WEST END OF THE MARION MEMORIAL BRIDGE
 FC1446'OVER THE TENNESSEE RIVER, WHICH IS JUST WEST OF GUILD ON U. S.
 FC1446'HIGHWAY 41, GO WEST ON U. S. HIGHWAY 41 FOR 0.5 MILE TO A SIDE ROAD
 FC1446'ON THE LEFT, TURN LEFT AND GO 0.15 MILE TO A T ROAD, TURN
 FC1446'LEFT AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 FC1446'
 FC1446'THE STATION IS 121 FEET WEST OF POWER POLE NO. 73-6, 14 FEET NORTH OF
 FC1446'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 4 FEET SOUTH OF A
 FC1446'WIRE FENCE AND 3.4 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 FC1446'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 FC1446'PROJECTING 3 INCHES, AND IS STAMPED RANKIN 1962.
 FC1446'
 FC1446'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1446'GRAVELED ROAD AND 4 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 FC1446'DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES, AND IS
 FC1446'STAMPED RANKIN NO 1 1962.
 FC1446'
 FC1446'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1446'GRAVELED ROAD AND 4 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 FC1446'DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES, AND IS
 FC1446'STAMPED RANKIN NO 2 1962.
 FC1446'
 FC1446'TRAVERSE STATION HALE WILL SERVE AS THE AZIMUTH.
 FC1446'
 FC1446'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
 FC1446
 FC1446                          STATION RECOVERY (1962)
 FC1446
 FC1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1446'1.4 MI W FROM GUILD.
 FC1446'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1446'AND STATE ROUTE 134 IN GUILD GO WEST ON U.S. HIGHWAYS 41-64-72
 FC1446'FOR 1.1 MILES TO A SIDE ROAD, THENCE LEFT FOR 0.15 MILE TO A T
 FC1446'ROAD, THENCE LEFT FOR 0.1 MILE TO THE MARK SET BETWEEN THE ROAD
 FC1446'AND THE FENCE, 121 FEET WEST OF POWER LINE POLE NUMBER 73-6,
 FC1446'15.23 FEET WEST OF REFERENCE MARK NO. 1, 15.02 FEET EAST OF
 FC1446'REFERENCE MARK NO. 2, 14 FEET NORTH OF THE CENTER OF A GRAVELED
 FC1446'ROAD, 4 FEET SOUTH OF A WIRE FENCE, AND 3.4 FEET SOUTH OF A METAL
 FC1446'WITNESS POST.  A STANDARD TRAVERSE STATION DISK SET IN THE TOP
 FC1446'OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE
 FC1446'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1445 ***********************************************************************
 FC1445  DESIGNATION -  RANKIN RM 1
 FC1445  PID         -  FC1445
 FC1445  STATE/COUNTY-  TN/MARION
 FC1445  USGS QUAD   -  SEQUATCHIE (1982)
 FC1445
 FC1445                         *CURRENT SURVEY CONTROL
 FC1445  ___________________________________________________________________
 FC1445* NAD 83(1986)-  35 01 38.     (N)    085 33 18.     (W)     SCALED    
 FC1445* NAVD 88     -       188.479  (meters)     618.37   (feet)  ADJUSTED  
 FC1445  ___________________________________________________________________
 FC1445  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1445  DYNAMIC HT  -         188.295 (meters)     617.76  (feet)  COMP
 FC1445  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1445
 FC1445  VERT ORDER  -  SECOND    CLASS 0
 FC1445
 FC1445.The horizontal coordinates were scaled from a topographic map and have
 FC1445.an estimated accuracy of +/- 6 seconds.
 FC1445
 FC1445.The orthometric height was determined by differential leveling
 FC1445.and adjusted by the National Geodetic Survey in June 1991..
 FC1445
 FC1445.The geoid height was determined by GEOID03.
 FC1445
 FC1445.The dynamic height is computed by dividing the NAVD 88
 FC1445.geopotential number by the normal gravity value computed on the
 FC1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1445.degrees latitude (g = 980.6199 gals.).
 FC1445
 FC1445.The modeled gravity was interpolated from observed gravity values.
 FC1445
 FC1445;                    North         East    Units  Estimated Accuracy
 FC1445;SPC TN       -    77,080.      640,610.      MT  (+/- 180 meters Scaled)
 FC1445
 FC1445                          SUPERSEDED SURVEY CONTROL
 FC1445
 FC1445  NGVD 29 (??/??/92)  188.480  (m)          618.37   (f) ADJ UNCH    2 0
 FC1445
 FC1445.Superseded values are not recommended for survey control.
 FC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1445.See file dsdata.txt to determine how the superseded data were derived.
 FC1445
 FC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD318770(NAD 83)
 FC1445_MARKER: DR = REFERENCE MARK DISK
 FC1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1445_STAMPING: RANKIN NO 1 1962
 FC1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1445+STABILITY: SURFACE MOTION
 FC1445
 FC1445  HISTORY     - Date     Condition        Report By
 FC1445  HISTORY     - 1962     MONUMENTED       CGS
 FC1445
 FC1445                          STATION DESCRIPTION
 FC1445
 FC1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1445'1.4 MI W FROM GUILD.
 FC1445'THE MARK IS LOCATED AT THE RANKIN STATION SITE, 15.23 FEET EAST
 FC1445'OF THE STATION MARK, 13 FEET NORTH OF THE CENTER OF A GRAVELED
 FC1445'ROAD AND 4 FEET SOUTH OF A WIRE FENCE.  A STANDARD DISK SET
 FC1445'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1447 ***********************************************************************
 FC1447  DESIGNATION -  RANKIN RM 2
 FC1447  PID         -  FC1447
 FC1447  STATE/COUNTY-  TN/MARION
 FC1447  USGS QUAD   -  SEQUATCHIE (1982)
 FC1447
 FC1447                         *CURRENT SURVEY CONTROL
 FC1447  ___________________________________________________________________
 FC1447* NAD 83(1986)-  35 01 38.     (N)    085 33 18.     (W)     SCALED    
 FC1447* NAVD 88     -       188.543  (meters)     618.58   (feet)  ADJUSTED  
 FC1447  ___________________________________________________________________
 FC1447  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1447  DYNAMIC HT  -         188.359 (meters)     617.97  (feet)  COMP
 FC1447  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1447
 FC1447  VERT ORDER  -  SECOND    CLASS 0
 FC1447
 FC1447.The horizontal coordinates were scaled from a topographic map and have
 FC1447.an estimated accuracy of +/- 6 seconds.
 FC1447
 FC1447.The orthometric height was determined by differential leveling
 FC1447.and adjusted by the National Geodetic Survey in June 1991..
 FC1447
 FC1447.The geoid height was determined by GEOID03.
 FC1447
 FC1447.The dynamic height is computed by dividing the NAVD 88
 FC1447.geopotential number by the normal gravity value computed on the
 FC1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1447.degrees latitude (g = 980.6199 gals.).
 FC1447
 FC1447.The modeled gravity was interpolated from observed gravity values.
 FC1447
 FC1447;                    North         East    Units  Estimated Accuracy
 FC1447;SPC TN       -    77,080.      640,610.      MT  (+/- 180 meters Scaled)
 FC1447
 FC1447                          SUPERSEDED SURVEY CONTROL
 FC1447
 FC1447  NGVD 29 (??/??/92)  188.544  (m)          618.58   (f) ADJ UNCH    2 0
 FC1447
 FC1447.Superseded values are not recommended for survey control.
 FC1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1447.See file dsdata.txt to determine how the superseded data were derived.
 FC1447
 FC1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD318770(NAD 83)
 FC1447_MARKER: DR = REFERENCE MARK DISK
 FC1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1447_STAMPING: RANKIN NO 2 1962
 FC1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1447+STABILITY: SURFACE MOTION
 FC1447
 FC1447  HISTORY     - Date     Condition        Report By
 FC1447  HISTORY     - 1962     MONUMENTED       CGS
 FC1447
 FC1447                          STATION DESCRIPTION
 FC1447
 FC1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1447'1.4 MI W FROM GUILD.
 FC1447'THE MARK IS LOCATED AT THE RANKIN STATION SITE, 15.02 FEET WEST
 FC1447'OF THE STATION MARK, 14 FEET NORTH OF THE CENTER OF THE GRAVELED
 FC1447'ROAD, AND 4 FEET SOUTH OF A WIRE FENCE.  A STANDARD REFERENCE
 FC1447'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 FC1447'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1048 ***********************************************************************
 FD1048  DESIGNATION -  RAS 217
 FD1048  PID         -  FD1048
 FD1048  STATE/COUNTY-  TN/WAYNE
 FD1048  USGS QUAD   -  CLIFTON (1972)
 FD1048
 FD1048                         *CURRENT SURVEY CONTROL
 FD1048  ___________________________________________________________________
 FD1048* NAD 83(1986)-  35 23 21.     (N)    087 59 10.     (W)     SCALED    
 FD1048* NAVD 88     -       114.763  (meters)     376.52   (feet)  ADJUSTED  
 FD1048  ___________________________________________________________________
 FD1048  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD1048  DYNAMIC HT  -         114.658 (meters)     376.17  (feet)  COMP
 FD1048  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 FD1048
 FD1048  VERT ORDER  -  FIRST     CLASS II
 FD1048
 FD1048.The horizontal coordinates were scaled from a topographic map and have
 FD1048.an estimated accuracy of +/- 6 seconds.
 FD1048
 FD1048.The orthometric height was determined by differential leveling
 FD1048.and adjusted by the National Geodetic Survey in June 1991..
 FD1048
 FD1048.The geoid height was determined by GEOID03.
 FD1048
 FD1048.The dynamic height is computed by dividing the NAVD 88
 FD1048.geopotential number by the normal gravity value computed on the
 FD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1048.degrees latitude (g = 980.6199 gals.).
 FD1048
 FD1048.The modeled gravity was interpolated from observed gravity values.
 FD1048
 FD1048;                    North         East    Units  Estimated Accuracy
 FD1048;SPC TN       -   118,980.      419,570.      MT  (+/- 180 meters Scaled)
 FD1048
 FD1048                          SUPERSEDED SURVEY CONTROL
 FD1048
 FD1048  NGVD 29 (??/??/92)  114.773  (m)          376.55   (f) ADJ UNCH    1 2
 FD1048
 FD1048.Superseded values are not recommended for survey control.
 FD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1048.See file dsdata.txt to determine how the superseded data were derived.
 FD1048
 FD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE104166(NAD 83)
 FD1048_MARKER: DD = SURVEY DISK
 FD1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1048_SP_SET: CULVERT
 FD1048_STAMPING: RAS 217 1945
 FD1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1048
 FD1048  HISTORY     - Date     Condition        Report By
 FD1048  HISTORY     - 1947     MONUMENTED       TVA
 FD1048  HISTORY     - 1950     GOOD             NGS
 FD1048
 FD1048                          STATION DESCRIPTION
 FD1048
 FD1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1048'0.6 MI NE FROM CLIFTON.
 FD1048'0.6 MILE NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE HOTEL
 FD1048'AT CLIFTON, 90 YARDS WEST OF THE ENTRANCE TO THE CLIFTON MALARIA
 FD1048'CONTROL BASE, AT A 12-FOOT CONCRETE-BOX CULVERT, IN THE CENTER
 FD1048'OF THE TOP OF THE SOUTH CONCRETE HEADWALL, 24 FEET SOUTH OF THE
 FD1048'CENTERLINE OF THE ROAD, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A
 FD1048'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RAS 217 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0341 ***********************************************************************
 FD0341  DESIGNATION -  RAS 253
 FD0341  PID         -  FD0341
 FD0341  STATE/COUNTY-  TN/LINCOLN
 FD0341  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0341
 FD0341                         *CURRENT SURVEY CONTROL
 FD0341  ___________________________________________________________________
 FD0341* NAD 83(1986)-  35 10 46.     (N)    086 34 57.     (W)     SCALED    
 FD0341* NAVD 88     -       227.300  (meters)     745.73   (feet)  ADJUSTED  
 FD0341  ___________________________________________________________________
 FD0341  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0341  DYNAMIC HT  -         227.091 (meters)     745.05  (feet)  COMP
 FD0341  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 FD0341
 FD0341  VERT ORDER  -  FIRST     CLASS II
 FD0341
 FD0341.The horizontal coordinates were scaled from a topographic map and have
 FD0341.an estimated accuracy of +/- 6 seconds.
 FD0341
 FD0341.The orthometric height was determined by differential leveling
 FD0341.and adjusted by the National Geodetic Survey in June 1991..
 FD0341
 FD0341.The geoid height was determined by GEOID03.
 FD0341
 FD0341.The dynamic height is computed by dividing the NAVD 88
 FD0341.geopotential number by the normal gravity value computed on the
 FD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0341.degrees latitude (g = 980.6199 gals.).
 FD0341
 FD0341.The modeled gravity was interpolated from observed gravity values.
 FD0341
 FD0341;                    North         East    Units  Estimated Accuracy
 FD0341;SPC TN       -    94,040.      546,940.      MT  (+/- 180 meters Scaled)
 FD0341
 FD0341                          SUPERSEDED SURVEY CONTROL
 FD0341
 FD0341  NGVD 29 (??/??/92)  227.282  (m)          745.67   (f) ADJ UNCH    1 2
 FD0341
 FD0341.Superseded values are not recommended for survey control.
 FD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0341.See file dsdata.txt to determine how the superseded data were derived.
 FD0341
 FD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED380930(NAD 83)
 FD0341_MARKER: DD = SURVEY DISK
 FD0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0341_STAMPING: RAS 253 1945
 FD0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0341+STABILITY: SURFACE MOTION
 FD0341
 FD0341  HISTORY     - Date     Condition        Report By
 FD0341  HISTORY     - 1945     MONUMENTED       TVA
 FD0341  HISTORY     - 1949     GOOD             NGS
 FD0341
 FD0341                          STATION DESCRIPTION
 FD0341
 FD0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0341'4 MI NW FROM FAYETTEVILLE.
 FD0341'2.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0341'ST. LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0341'FAYETTEVILLE, THENCE ABOUT 0.85 MILE SOUTHWEST ALONG GRAVEL
 FD0341'ROADS TO THE JUNCTION OF STATE HIGHWAY 50 AND WILKS AIRPORT,
 FD0341'THENCE ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 50, 0.25 MILE
 FD0341'SOUTH OF WILKS AIRPORT, AT THE RESIDENCE OF W.M. ARCHER, AT THE
 FD0341'NORTH ONE OF 2 DRIVES TO HOUSE, 32 1/2 FEET EAST-NORTHEAST OF THE
 FD0341'CENTER LINE OF THE HIGHWAY, 31 1/2 FEET SOUTH-SOUTHWEST OF A
 FD0341'12-INCH CEDAR TREE IN FENCE CORNER, 25 FEET NORTHWEST OF THE
 FD0341'CENTER LINE OF THE DRIVE, 28 FEET NORTH OF THE NORTHWEST END OF A
 FD0341'12-INCH PIPE CULVERT UNDER DRIVE, 3 FEET ABOVE THE HIGHWAY AND SET
 FD0341'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0340 ***********************************************************************
 FD0340  DESIGNATION -  RAS 254
 FD0340  PID         -  FD0340
 FD0340  STATE/COUNTY-  TN/LINCOLN
 FD0340  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0340
 FD0340                         *CURRENT SURVEY CONTROL
 FD0340  ___________________________________________________________________
 FD0340* NAD 83(1986)-  35 10 56.     (N)    086 35 01.     (W)     SCALED    
 FD0340* NAVD 88     -       214.348  (meters)     703.24   (feet)  ADJUSTED  
 FD0340  ___________________________________________________________________
 FD0340  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0340  DYNAMIC HT  -         214.150 (meters)     702.59  (feet)  COMP
 FD0340  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FD0340
 FD0340  VERT ORDER  -  FIRST     CLASS II
 FD0340
 FD0340.The horizontal coordinates were scaled from a topographic map and have
 FD0340.an estimated accuracy of +/- 6 seconds.
 FD0340
 FD0340.The orthometric height was determined by differential leveling
 FD0340.and adjusted by the National Geodetic Survey in June 1991..
 FD0340
 FD0340.The geoid height was determined by GEOID03.
 FD0340
 FD0340.The dynamic height is computed by dividing the NAVD 88
 FD0340.geopotential number by the normal gravity value computed on the
 FD0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0340.degrees latitude (g = 980.6199 gals.).
 FD0340
 FD0340.The modeled gravity was interpolated from observed gravity values.
 FD0340
 FD0340;                    North         East    Units  Estimated Accuracy
 FD0340;SPC TN       -    94,340.      546,840.      MT  (+/- 180 meters Scaled)
 FD0340
 FD0340                          SUPERSEDED SURVEY CONTROL
 FD0340
 FD0340  NGVD 29 (??/??/92)  214.330  (m)          703.18   (f) ADJ UNCH    1 2
 FD0340
 FD0340.Superseded values are not recommended for survey control.
 FD0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0340.See file dsdata.txt to determine how the superseded data were derived.
 FD0340
 FD0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED379933(NAD 83)
 FD0340_MARKER: Z = SEE DESCRIPTION
 FD0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0340+STABILITY: SURFACE MOTION
 FD0340
 FD0340  HISTORY     - Date     Condition        Report By
 FD0340  HISTORY     - UNK      MONUMENTED       TVA
 FD0340  HISTORY     - 1949     GOOD             NGS
 FD0340
 FD0340                          STATION DESCRIPTION
 FD0340
 FD0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0340'3.8 MI NW FROM FAYETTEVILLE.
 FD0340'2.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0340'ST. LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0340'FAYETTEVILLE, THENCE 0.85 MILE SOUTHWEST ALONG GRAVEL ROADS TO
 FD0340'THE JUNCTION OF STATE HIGHWAY 50 AND WILKS AIRPORT, THENCE
 FD0340'ABOUT 0.05 MILE SOUTH-SOUTHEAST ALONG STATE HIGHWAY 50, AT A
 FD0340'SMALL 1-STORY WHITE HOUSE WEST OF HIGHWAY, 54 FEET NORTH OF
 FD0340'THE NORTHEAST CORNER OF THE HOUSE, 42 FEET NORTH-NORTHWEST OF A
 FD0340'TELEPHONE POLE, 25 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 FD0340'THE HIGHWAY, 7 FEET NORTHWEST OF THE NORTHEAST CORNER OF A LAWN
 FD0340'FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 FD0340'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FD0340'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0332 ***********************************************************************
 FD0332  DESIGNATION -  RAS 256
 FD0332  PID         -  FD0332
 FD0332  STATE/COUNTY-  TN/LINCOLN
 FD0332  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0332
 FD0332                         *CURRENT SURVEY CONTROL
 FD0332  ___________________________________________________________________
 FD0332* NAD 83(1986)-  35 13 44.     (N)    086 36 38.     (W)     SCALED    
 FD0332* NAVD 88     -       227.114  (meters)     745.12   (feet)  ADJUSTED  
 FD0332  ___________________________________________________________________
 FD0332  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0332  DYNAMIC HT  -         226.904 (meters)     744.43  (feet)  COMP
 FD0332  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 FD0332
 FD0332  VERT ORDER  -  FIRST     CLASS II
 FD0332
 FD0332.The horizontal coordinates were scaled from a topographic map and have
 FD0332.an estimated accuracy of +/- 6 seconds.
 FD0332
 FD0332.The orthometric height was determined by differential leveling
 FD0332.and adjusted by the National Geodetic Survey in June 1991..
 FD0332
 FD0332.The geoid height was determined by GEOID03.
 FD0332
 FD0332.The dynamic height is computed by dividing the NAVD 88
 FD0332.geopotential number by the normal gravity value computed on the
 FD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0332.degrees latitude (g = 980.6199 gals.).
 FD0332
 FD0332.The modeled gravity was interpolated from observed gravity values.
 FD0332
 FD0332;                    North         East    Units  Estimated Accuracy
 FD0332;SPC TN       -    99,540.      544,420.      MT  (+/- 180 meters Scaled)
 FD0332
 FD0332                          SUPERSEDED SURVEY CONTROL
 FD0332
 FD0332  NGVD 29 (??/??/92)  227.093  (m)          745.05   (f) ADJ UNCH    1 2
 FD0332
 FD0332.Superseded values are not recommended for survey control.
 FD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0332.See file dsdata.txt to determine how the superseded data were derived.
 FD0332
 FD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED354984(NAD 83)
 FD0332_MARKER: DD = SURVEY DISK
 FD0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0332_STAMPING: RAS 256 1945
 FD0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0332+STABILITY: SURFACE MOTION
 FD0332
 FD0332  HISTORY     - Date     Condition        Report By
 FD0332  HISTORY     - 1945     MONUMENTED       TVA
 FD0332  HISTORY     - 1949     GOOD             NGS
 FD0332
 FD0332                          STATION DESCRIPTION
 FD0332
 FD0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0332'6.1 MI NW FROM FAYETTEVILLE.
 FD0332'6.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0332'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE,
 FD0332'AT HOWELL, ABOUT 0.15 MILE SOUTHEAST OF THE HOWELL CHURCH OF
 FD0332'CHRIST, 139 1/2 FEET WEST-SOUTHWEST AND ACROSS STATE HIGHWAY 50
 FD0332'FROM THE NEAR RAIL OF THE MAIN TRACK, 106 FEET EAST OF THE
 FD0332'NORTHEAST CORNER OF BUCHANAN GROCERY STORE, 35 FEET SOUTHWEST
 FD0332'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A ROAD WEST,
 FD0332'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 29 FEET
 FD0332'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST
 FD0332'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET
 FD0332'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0327 ***********************************************************************
 FD0327  DESIGNATION -  RAS 257
 FD0327  PID         -  FD0327
 FD0327  STATE/COUNTY-  TN/LINCOLN
 FD0327  USGS QUAD   -  PETERSBURG (1980)
 FD0327
 FD0327                         *CURRENT SURVEY CONTROL
 FD0327  ___________________________________________________________________
 FD0327* NAD 83(1986)-  35 15 37.     (N)    086 37 30.     (W)     SCALED    
 FD0327* NAVD 88     -       215.712  (meters)     707.72   (feet)  ADJUSTED  
 FD0327  ___________________________________________________________________
 FD0327  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0327  DYNAMIC HT  -         215.513 (meters)     707.06  (feet)  COMP
 FD0327  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FD0327
 FD0327  VERT ORDER  -  FIRST     CLASS II
 FD0327
 FD0327.The horizontal coordinates were scaled from a topographic map and have
 FD0327.an estimated accuracy of +/- 6 seconds.
 FD0327
 FD0327.The orthometric height was determined by differential leveling
 FD0327.and adjusted by the National Geodetic Survey in June 1991..
 FD0327
 FD0327.The geoid height was determined by GEOID03.
 FD0327
 FD0327.The dynamic height is computed by dividing the NAVD 88
 FD0327.geopotential number by the normal gravity value computed on the
 FD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0327.degrees latitude (g = 980.6199 gals.).
 FD0327
 FD0327.The modeled gravity was interpolated from observed gravity values.
 FD0327
 FD0327;                    North         East    Units  Estimated Accuracy
 FD0327;SPC TN       -   103,030.      543,130.      MT  (+/- 180 meters Scaled)
 FD0327
 FD0327                          SUPERSEDED SURVEY CONTROL
 FD0327
 FD0327  NGVD 29 (??/??/92)  215.692  (m)          707.65   (f) ADJ UNCH    1 2
 FD0327
 FD0327.Superseded values are not recommended for survey control.
 FD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0327.See file dsdata.txt to determine how the superseded data were derived.
 FD0327
 FD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE341019(NAD 83)
 FD0327_MARKER: DD = SURVEY DISK
 FD0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0327_STAMPING: RAS 257 1945
 FD0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0327+STABILITY: SURFACE MOTION
 FD0327
 FD0327  HISTORY     - Date     Condition        Report By
 FD0327  HISTORY     - 1945     MONUMENTED       TVA
 FD0327  HISTORY     - 1949     GOOD             NGS
 FD0327
 FD0327                          STATION DESCRIPTION
 FD0327
 FD0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0327'4.1 MI SE FROM PETERSBURG.
 FD0327'4.1 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0327'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A DRIVE WAY
 FD0327'LEADING SOUTHWEST FROM STATE HIGHWAY 50, 112 FEET WEST-SOUTHWEST
 FD0327'AND ACROSS THE HIGHWAY FROM THE WEST RAIL, 39 FEET WEST-SOUTHWEST
 FD0327'OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE
 FD0327'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A PIPE
 FD0327'CULVERT UNDER DRIVE, 25 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 FD0327'OF THE DRIVE, 2 FEET EAST-NORTHEAST OF A FENCE LINE, 1 FOOT
 FD0327'EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE TRACK
 FD0327'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0325 ***********************************************************************
 FD0325  DESIGNATION -  RAS 261
 FD0325  PID         -  FD0325
 FD0325  STATE/COUNTY-  TN/LINCOLN
 FD0325  USGS QUAD   -  PETERSBURG (1980)
 FD0325
 FD0325                         *CURRENT SURVEY CONTROL
 FD0325  ___________________________________________________________________
 FD0325* NAD 83(1986)-  35 17 32.     (N)    086 37 54.     (W)     SCALED    
 FD0325* NAVD 88     -       226.281  (meters)     742.39   (feet)  ADJUSTED  
 FD0325  ___________________________________________________________________
 FD0325  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0325  DYNAMIC HT  -         226.074 (meters)     741.71  (feet)  COMP
 FD0325  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FD0325
 FD0325  VERT ORDER  -  FIRST     CLASS II
 FD0325
 FD0325.The horizontal coordinates were scaled from a topographic map and have
 FD0325.an estimated accuracy of +/- 6 seconds.
 FD0325
 FD0325.The orthometric height was determined by differential leveling
 FD0325.and adjusted by the National Geodetic Survey in June 1991..
 FD0325
 FD0325.The geoid height was determined by GEOID03.
 FD0325
 FD0325.The dynamic height is computed by dividing the NAVD 88
 FD0325.geopotential number by the normal gravity value computed on the
 FD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0325.degrees latitude (g = 980.6199 gals.).
 FD0325
 FD0325.The modeled gravity was interpolated from observed gravity values.
 FD0325
 FD0325;                    North         East    Units  Estimated Accuracy
 FD0325;SPC TN       -   106,570.      542,540.      MT  (+/- 180 meters Scaled)
 FD0325
 FD0325                          SUPERSEDED SURVEY CONTROL
 FD0325
 FD0325  NGVD 29 (??/??/92)  226.260  (m)          742.32   (f) ADJ UNCH    1 2
 FD0325
 FD0325.Superseded values are not recommended for survey control.
 FD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0325.See file dsdata.txt to determine how the superseded data were derived.
 FD0325
 FD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE334055(NAD 83)
 FD0325_MARKER: DD = SURVEY DISK
 FD0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0325_STAMPING: RAS 261 1945
 FD0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0325+STABILITY: SURFACE MOTION
 FD0325
 FD0325  HISTORY     - Date     Condition        Report By
 FD0325  HISTORY     - 1945     MONUMENTED       TVA
 FD0325  HISTORY     - 1949     GOOD             NGS
 FD0325
 FD0325                          STATION DESCRIPTION
 FD0325
 FD0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0325'1.8 MI SE FROM PETERSBURG.
 FD0325'1.85 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0325'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.75 MILE
 FD0325'NORTHWEST OF THE BRIDGE OVER CANE CREEK, 111 FEET WEST AND
 FD0325'ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A 1-STORY WHITE
 FD0325'HOUSE, 44 1/2 FEET SOUTH OF TELEPHONE POLE 50/11, 37 FEET EAST
 FD0325'OF THE CENTER LINE OF STATE HIGHWAY 50, 24 1/2 FEET WEST OF THE
 FD0325'WEST RAIL, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 FD0325'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0325'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0324 ***********************************************************************
 FD0324  DESIGNATION -  RAS 262
 FD0324  PID         -  FD0324
 FD0324  STATE/COUNTY-  TN/LINCOLN
 FD0324  USGS QUAD   -  PETERSBURG (1980)
 FD0324
 FD0324                         *CURRENT SURVEY CONTROL
 FD0324  ___________________________________________________________________
 FD0324* NAD 83(1986)-  35 17 54.     (N)    086 37 59.     (W)     SCALED    
 FD0324* NAVD 88     -       227.574  (meters)     746.63   (feet)  ADJUSTED  
 FD0324  ___________________________________________________________________
 FD0324  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0324  DYNAMIC HT  -         227.366 (meters)     745.95  (feet)  COMP
 FD0324  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FD0324
 FD0324  VERT ORDER  -  FIRST     CLASS II
 FD0324
 FD0324.The horizontal coordinates were scaled from a topographic map and have
 FD0324.an estimated accuracy of +/- 6 seconds.
 FD0324
 FD0324.The orthometric height was determined by differential leveling
 FD0324.and adjusted by the National Geodetic Survey in June 1991..
 FD0324
 FD0324.The geoid height was determined by GEOID03.
 FD0324
 FD0324.The dynamic height is computed by dividing the NAVD 88
 FD0324.geopotential number by the normal gravity value computed on the
 FD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0324.degrees latitude (g = 980.6199 gals.).
 FD0324
 FD0324.The modeled gravity was interpolated from observed gravity values.
 FD0324
 FD0324;                    North         East    Units  Estimated Accuracy
 FD0324;SPC TN       -   107,250.      542,420.      MT  (+/- 180 meters Scaled)
 FD0324
 FD0324                          SUPERSEDED SURVEY CONTROL
 FD0324
 FD0324  NGVD 29 (??/??/92)  227.553  (m)          746.56   (f) ADJ UNCH    1 2
 FD0324
 FD0324.Superseded values are not recommended for survey control.
 FD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0324.See file dsdata.txt to determine how the superseded data were derived.
 FD0324
 FD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE333061(NAD 83)
 FD0324_MARKER: Z = SEE DESCRIPTION
 FD0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0324+STABILITY: SURFACE MOTION
 FD0324
 FD0324  HISTORY     - Date     Condition        Report By
 FD0324  HISTORY     - UNK      MONUMENTED       TVA
 FD0324  HISTORY     - 1949     GOOD             NGS
 FD0324
 FD0324                          STATION DESCRIPTION
 FD0324
 FD0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0324'1.4 MI SE FROM PETERSBURG.
 FD0324'1.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0324'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0324'192 1/2 FEET WEST AND ACROSS ROAD AND HIGHWAY 50 FROM THE WEST
 FD0324'RAIL, 37 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 50, 27
 FD0324'FEET SOUTH OF THE CENTER LINE OF A GATE ACROSS ROAD WEST TO A
 FD0324'FARM HOUSE, 9 1/2 FEET WEST OF THE SOUTH END OF A 12-INCH PIPE
 FD0324'CULVERT UNDER ROAD WEST, 2 FEET EAST OF A FENCE LINE, 1 FOOT
 FD0324'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK
 FD0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1271 ***********************************************************************
 FD1271  DESIGNATION -  RAS 416
 FD1271  PID         -  FD1271
 FD1271  STATE/COUNTY-  TN/PERRY
 FD1271  USGS QUAD   -  DANIELS LANDING (1992)
 FD1271
 FD1271                         *CURRENT SURVEY CONTROL
 FD1271  ___________________________________________________________________
 FD1271* NAD 83(1986)-  35 47 28.     (N)    087 58 23.     (W)     SCALED    
 FD1271* NAVD 88     -       111.893  (meters)     367.10   (feet)  ADJUSTED  
 FD1271  ___________________________________________________________________
 FD1271  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1271  DYNAMIC HT  -         111.797 (meters)     366.79  (feet)  COMP
 FD1271  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 FD1271
 FD1271  VERT ORDER  -  FIRST     CLASS II
 FD1271
 FD1271.The horizontal coordinates were scaled from a topographic map and have
 FD1271.an estimated accuracy of +/- 6 seconds.
 FD1271
 FD1271.The orthometric height was determined by differential leveling
 FD1271.and adjusted by the National Geodetic Survey in June 1991..
 FD1271
 FD1271.The geoid height was determined by GEOID03.
 FD1271
 FD1271.The dynamic height is computed by dividing the NAVD 88
 FD1271.geopotential number by the normal gravity value computed on the
 FD1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1271.degrees latitude (g = 980.6199 gals.).
 FD1271
 FD1271.The modeled gravity was interpolated from observed gravity values.
 FD1271
 FD1271;                    North         East    Units  Estimated Accuracy
 FD1271;SPC TN       -   163,540.      421,660.      MT  (+/- 180 meters Scaled)
 FD1271
 FD1271                          SUPERSEDED SURVEY CONTROL
 FD1271
 FD1271  NGVD 29 (??/??/92)  111.914  (m)          367.17   (f) ADJ UNCH    1 2
 FD1271
 FD1271.Superseded values are not recommended for survey control.
 FD1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1271.See file dsdata.txt to determine how the superseded data were derived.
 FD1271
 FD1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120612(NAD 83)
 FD1271_MARKER: DD = SURVEY DISK
 FD1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1271_STAMPING: RAS 416
 FD1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1271+STABILITY: SURFACE MOTION
 FD1271
 FD1271  HISTORY     - Date     Condition        Report By
 FD1271  HISTORY     - UNK      MONUMENTED       TVA
 FD1271  HISTORY     - 1947     GOOD             NGS
 FD1271
 FD1271                          STATION DESCRIPTION
 FD1271
 FD1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1271'IN BRITTS LANDING.
 FD1271'ALONG THE EAST BANK OF THE TENNESSEE RIVER, ABOUT 0.3 MILE
 FD1271'DOWNSTREAM FROM BRITTS LANDING, 37 FEET SOUTHEAST OF THE SOUTHEAST
 FD1271'CORNER OF THE CONCRETE BLOCK BUILDING THAT HOUSES THE STREAM
 FD1271'GAGING STATION, 10 FEET EAST OF A BLAZED 10-INCH CHERRY TREE,
 FD1271'2 FEET NORTH OF A BLAZED 16-INCH GUM TREE, 3 FEET NORTHWEST OF A
 FD1271'BLAZED 8-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST
 FD1271'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0442 ***********************************************************************
 FE0442  DESIGNATION -  RAS 773
 FE0442  PID         -  FE0442
 FE0442  STATE/COUNTY-  TN/HARDIN
 FE0442  USGS QUAD   -  PICKWICK (1972)
 FE0442
 FE0442                         *CURRENT SURVEY CONTROL
 FE0442  ___________________________________________________________________
 FE0442* NAD 83(1995)-  35 06 33.58243(N)    088 09 20.56387(W)     ADJUSTED  
 FE0442* NAVD 88     -       145.221  (meters)     476.45   (feet)  ADJUSTED  
 FE0442  ___________________________________________________________________
 FE0442  X           -     168,111.483 (meters)                     COMP
 FE0442  Y           -  -5,220,850.831 (meters)                     COMP
 FE0442  Z           -   3,647,863.530 (meters)                     COMP
 FE0442  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE0442  ELLIP HEIGHT-         117.73  (meters)          (07/29/02) GPS OBS
 FE0442  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0442  DYNAMIC HT  -         145.087 (meters)     476.01  (feet)  COMP
 FE0442  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE0442
 FE0442  HORZ ORDER  -  FIRST
 FE0442  VERT ORDER  -  SECOND    CLASS 0
 FE0442  ELLP ORDER  -  FOURTH    CLASS I
 FE0442
 FE0442.The horizontal coordinates were established by GPS observations
 FE0442.and adjusted by the National Geodetic Survey in April 1999..
 FE0442
 FE0442.The orthometric height was determined by differential leveling
 FE0442.and adjusted by the National Geodetic Survey in June 1991..
 FE0442
 FE0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0442
 FE0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0442
 FE0442.The ellipsoidal height was determined by GPS observations
 FE0442.and is referenced to NAD 83.
 FE0442
 FE0442.The geoid height was determined by GEOID03.
 FE0442
 FE0442.The dynamic height is computed by dividing the NAVD 88
 FE0442.geopotential number by the normal gravity value computed on the
 FE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0442.degrees latitude (g = 980.6199 gals.).
 FE0442
 FE0442.The modeled gravity was interpolated from observed gravity values.
 FE0442
 FE0442;                    North         East     Units Scale Factor Converg.
 FE0442;SPC TN       -    88,262.108   403,481.515   MT  1.00002780   -1 15 43.3
 FE0442;SPC TN       -   289,573.27  1,323,755.60   sFT  1.00002780   -1 15 43.3
 FE0442;UTM  16      - 3,885,778.262   394,677.376   MT  0.99973671   -0 39 53.1
 FE0442
 FE0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0442!SPC TN       -   0.99998152  x   1.00002780  =   1.00000932
 FE0442!UTM  16      -   0.99998152  x   0.99973671  =   0.99971824
 FE0442
 FE0442                          SUPERSEDED SURVEY CONTROL
 FE0442
 FE0442  ELLIP H (04/12/99)  117.78   (m)                       GP(       ) 4 1
 FE0442  NAD 83(1995)-  35 06 33.58233(N)    088 09 20.56377(W) AD(       ) 1
 FE0442  ELLIP H (12/04/92)  117.77   (m)                       GP(       ) 4 1
 FE0442  NAD 83(1995)-  35 06 33.58659(N)    088 09 20.56212(W) AD(       ) 1
 FE0442  NGVD 29 (??/??/??)  145.230  (m)          476.48   (f) ADJUSTED    2 0
 FE0442
 FE0442.Superseded values are not recommended for survey control.
 FE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0442.See file dsdata.txt to determine how the superseded data were derived.
 FE0442
 FE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9467785778(NAD 83)
 FE0442_MARKER: DD = SURVEY DISK
 FE0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0442_SP_SET: CONCRETE POST
 FE0442_STAMPING: RAS 773 1946
 FE0442_MARK LOGO: TVA   
 FE0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0442+STABILITY: SURFACE MOTION
 FE0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0442+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 FE0442
 FE0442  HISTORY     - Date     Condition        Report By
 FE0442  HISTORY     - 1946     MONUMENTED       TVA
 FE0442  HISTORY     - 1962     GOOD             CGS
 FE0442  HISTORY     - 19900214 GOOD             ALHD
 FE0442
 FE0442                          STATION DESCRIPTION
 FE0442
 FE0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0442'9 MI SE FROM SAVANNAH.
 FE0442'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0442'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT.
 FE0442'69 FOR 10.41 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 24 FT.
 FE0442'SOUTHWEST OF THE CENTERLINE OF ST. RT. 69, 19 FT. WEST OF THE
 FE0442'CENTER OF A DRIVEWAY, 39 FT. WEST OF THE SOUTHWEST END OF A
 FE0442'SMALL CONCRETE HIGHWAY BRIDGE AND ABOUT 2 FT. LOWER THAN THE
 FE0442'PAVEMENT.  A TVA BENCH MARK SET IN THE TOP OF A 6 INCH SQUARE
 FE0442'CONCRETE MONUMENT, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND
 FE0442'AND STAMPED RAS 773, 1946.
 FE0442
 FE0442                          STATION RECOVERY (1990)
 FE0442
 FE0442'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FE0442'THE STATION IS LOCATED IN HARDIN COUNTY TENNESSEE ON THE SOUTH RIGHT
 FE0442'OF WAY OF TENNESSEE STATE HIGHWAY 69, ABOUT 10.14 KM (6.30 MI)
 FE0442'NORTHEAST OF PICKWICK VILLAGE AND ABOUT 16.09 KM (10.00 MI) SOUTHEAST
 FE0442'OF SAVANNA.
 FE0442'TO REACH THE STATION FROM THE ALABAMA - TENNESSEE STATE LINE ON
 FE0442'ALABAMA STATE HIGHWAY 20 AND TENNESSEE STATE HIGHWAY 69, DRIVE NORTH
 FE0442'ON TENNESSEE STATE HIGHWAY 69 26.80 KM (16.65 MI) TO HARDIN COUNTY
 FE0442'MILE POST 12.65, A SMALL BRIDGE OVER BURTON CREEK, AND THE STATION ON
 FE0442'THE LEFT.
 FE0442'THE STATION IS 7.32 M (24.02 FT) SOUTHWEST OF THE CENTERLINE OF TENN
 FE0442'69, 5.79 M (19.00 FT) WEST OF THE CENTER OF A DRIVEWAY, 11.89 M
 FE0442'(39.01 FT) WEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 0.30 M
 FE0442'(0.98 FT) WEST OF A CARSONITE WITNESS POST, AND PROJECTS FOUR INCHES
 FE0442'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0407 ***********************************************************************
 FE0407  DESIGNATION -  RAS 788
 FE0407  PID         -  FE0407
 FE0407  STATE/COUNTY-  TN/MCNAIRY
 FE0407  USGS QUAD   -  STANTONVILLE (1992)
 FE0407
 FE0407                         *CURRENT SURVEY CONTROL
 FE0407  ___________________________________________________________________
 FE0407* NAD 83(1986)-  35 12 54.     (N)    088 26 07.     (W)     SCALED    
 FE0407* NAVD 88     -       139.801  (meters)     458.66   (feet)  ADJUSTED  
 FE0407  ___________________________________________________________________
 FE0407  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0407  DYNAMIC HT  -         139.674 (meters)     458.25  (feet)  COMP
 FE0407  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 FE0407
 FE0407  VERT ORDER  -  FIRST     CLASS II
 FE0407
 FE0407.The horizontal coordinates were scaled from a topographic map and have
 FE0407.an estimated accuracy of +/- 6 seconds.
 FE0407
 FE0407.The orthometric height was determined by differential leveling
 FE0407.and adjusted by the National Geodetic Survey in June 1991..
 FE0407
 FE0407.The geoid height was determined by GEOID03.
 FE0407
 FE0407.The dynamic height is computed by dividing the NAVD 88
 FE0407.geopotential number by the normal gravity value computed on the
 FE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0407.degrees latitude (g = 980.6199 gals.).
 FE0407
 FE0407.The modeled gravity was interpolated from observed gravity values.
 FE0407
 FE0407;                    North         East    Units  Estimated Accuracy
 FE0407;SPC TN       -   100,580.      378,290.      MT  (+/- 180 meters Scaled)
 FE0407
 FE0407                          SUPERSEDED SURVEY CONTROL
 FE0407
 FE0407  NGVD 29 (??/??/??)  139.804  (m)          458.67   (f) ADJUSTED    1 2
 FE0407
 FE0407.Superseded values are not recommended for survey control.
 FE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0407.See file dsdata.txt to determine how the superseded data were derived.
 FE0407
 FE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD693978(NAD 83)
 FE0407_MARKER: DD = SURVEY DISK
 FE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0407_STAMPING: RAS 788 1946
 FE0407_MARK LOGO: TVA   
 FE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0407+STABILITY: SURFACE MOTION
 FE0407
 FE0407  HISTORY     - Date     Condition        Report By
 FE0407  HISTORY     - 1946     MONUMENTED       TVA
 FE0407  HISTORY     - 1949     GOOD             CGS
 FE0407
 FE0407                          STATION DESCRIPTION
 FE0407
 FE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0407'3 MI SW FROM ADAMSVILLE.
 FE0407'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0407'AT ADAMSVILLE, ABOUT 0.6 MILE SOUTHWEST OF A CONCRETE BRIDGE
 FE0407'OVER SNAKE CREEK, ABOUT 1.0 MILE NORTHEAST OF THE CROSSING OF A
 FE0407'POWER TRANSMISSION LINE, 38 FEET NORTHWEST OF THE CENTER LINE
 FE0407'OF THE HIGHWAY, 8 FEET NORTHWEST OF A FENCE LINE, 48.5 FEET
 FE0407'NORTHEAST OF THE CENTER OF A WOODEN GATE, 14 FEET NORTH-NORTHEAST
 FE0407'OF A 6-INCH OAK TREE WITH PAINTED ORANGE CROSS, 78 FEET WEST AND
 FE0407'ACROSS THE HIGHWAY FROM POWER POLE NO. 489, 2 FEET NORTHWEST OF
 FE0407'A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE HIGHWAY AND
 FE0407'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1402 ***********************************************************************
 FD1402  DESIGNATION -  RAS 915
 FD1402  PID         -  FD1402
 FD1402  STATE/COUNTY-  TN/COFFEE
 FD1402  USGS QUAD   -  FREDONIA (1976)
 FD1402
 FD1402                         *CURRENT SURVEY CONTROL
 FD1402  ___________________________________________________________________
 FD1402* NAD 83(1995)-  35 30 09.05578(N)    086 05 10.68628(W)     ADJUSTED  
 FD1402* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FD1402  ___________________________________________________________________
 FD1402  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FD1402  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1402
 FD1402  HORZ ORDER  -  SECOND
 FD1402
 FD1402.The horizontal coordinates were established by classical geodetic methods
 FD1402.and adjusted by the National Geodetic Survey in April 1999..
 FD1402
 FD1402.The orthometric height was scaled from a topographic map.
 FD1402
 FD1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1402
 FD1402.The geoid height was determined by GEOID03.
 FD1402
 FD1402;                    North         East     Units Scale Factor Converg.
 FD1402;SPC TN       -   129,723.420   592,170.414   MT  0.99996505   -0 03 01.9
 FD1402;SPC TN       -   425,600.92  1,942,812.43   sFT  0.99996505   -0 03 01.9
 FD1402;UTM  16      - 3,929,156.165   582,864.697   MT  0.99968462   +0 31 50.3
 FD1402
 FD1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1402!SPC TN       -   0.99995289  x   0.99996505  =   0.99991794
 FD1402!UTM  16      -   0.99995289  x   0.99968462  =   0.99963752
 FD1402
 FD1402                          SUPERSEDED SURVEY CONTROL
 FD1402
 FD1402  NAD 83(1995)-  35 30 09.06309(N)    086 05 10.68777(W) AD(       ) 2
 FD1402  NAD 83(1986)-  35 30 09.06649(N)    086 05 10.68547(W) AD(       ) 2
 FD1402  NAD 27      -  35 30 08.79200(N)    086 05 10.72450(W) AD(       ) 2
 FD1402
 FD1402.Superseded values are not recommended for survey control.
 FD1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1402.See file dsdata.txt to determine how the superseded data were derived.
 FD1402
 FD1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8286529156(NAD 83)
 FD1402_MARKER: DB = BENCH MARK DISK
 FD1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1402_MARK LOGO: TVA   
 FD1402
 FD1402  HISTORY     - Date     Condition        Report By
 FD1402  HISTORY     - 1960     MONUMENTED       TVA
 FD1402
 FD1402                          STATION DESCRIPTION
 FD1402
 FD1402'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 FD1402'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF MANCHESTER.
 FD1402'
 FD1402'THE AZIMUTH MARK IS A U S TVA BENCH MARK, IS 43 FEET WEST OF THE
 FD1402'CENTER OF AN OILED ROAD,
 FD1402'11 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 0.5 FOOT
 FD1402'EAST OF A WITNESS POST.  IT IS
 FD1402'A U S TVA B M DISK SET IN A 5-INCH
 FD1402'SQUARE CONCRETE POST, PROJECTING 4 INCHES, AND
 FD1402'STAMPED RAS 915 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2173 ***********************************************************************
 GA2173  DESIGNATION -  RAY
 GA2173  PID         -  GA2173
 GA2173  STATE/COUNTY-  TN/HAWKINS
 GA2173  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2173
 GA2173                         *CURRENT SURVEY CONTROL
 GA2173  ___________________________________________________________________
 GA2173* NAD 83(1995)-  36 20 44.83650(N)    083 12 37.93103(W)     ADJUSTED  
 GA2173* NAVD 88     -       354.516  (meters)    1163.11   (feet)  ADJUSTED  
 GA2173  ___________________________________________________________________
 GA2173  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GA2173  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA2173  DYNAMIC HT  -         354.195 (meters)    1162.05  (feet)  COMP
 GA2173  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GA2173
 GA2173  HORZ ORDER  -  SECOND
 GA2173  VERT ORDER  -  SECOND    CLASS 0
 GA2173
 GA2173.The horizontal coordinates were established by classical geodetic methods
 GA2173.and adjusted by the National Geodetic Survey in April 1999..
 GA2173
 GA2173.The orthometric height was determined by differential leveling
 GA2173.and adjusted by the National Geodetic Survey in June 1991..
 GA2173
 GA2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2173
 GA2173.The geoid height was determined by GEOID03.
 GA2173
 GA2173.The dynamic height is computed by dividing the NAVD 88
 GA2173.geopotential number by the normal gravity value computed on the
 GA2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2173.degrees latitude (g = 980.6199 gals.).
 GA2173
 GA2173.The modeled gravity was interpolated from observed gravity values.
 GA2173
 GA2173;                    North         East     Units Scale Factor Converg.
 GA2173;SPC TN       -   226,851.872   850,368.915   MT  0.99998820   +1 37 59.0
 GA2173;SPC TN       -   744,263.18  2,789,918.68   sFT  0.99998820   +1 37 59.0
 GA2173;UTM  17      - 4,024,571.073   301,628.215   MT  1.00008487   -1 18 37.9
 GA2173
 GA2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2173!SPC TN       -   0.99994926  x   0.99998820  =   0.99993746
 GA2173!UTM  17      -   0.99994926  x   1.00008487  =   1.00003412
 GA2173
 GA2173|---------------------------------------------------------------------|
 GA2173| PID    Reference Object                     Distance      Geod. Az  |
 GA2173|                                                           dddmmss.s |
 GA2173| GA2174 RAY RM 2                              6.137 METERS 00340     |
 GA2173| GA2168 GRAVE                               APPROX. 2.7 KM 0653140.0 |
 GA2173| GA2172 RAY RM 1                              5.384 METERS 18815     |
 GA2173|---------------------------------------------------------------------|
 GA2173
 GA2173                          SUPERSEDED SURVEY CONTROL
 GA2173
 GA2173  NAD 83(1995)-  36 20 44.84084(N)    083 12 37.93485(W) AD(       ) 2
 GA2173  NAD 83(1995)-  36 20 44.85187(N)    083 12 37.92984(W) AD(       ) 2
 GA2173  NAD 83(1995)-  36 20 44.84305(N)    083 12 37.93269(W) AD(       ) 2
 GA2173  NAD 83(1986)-  36 20 44.84526(N)    083 12 37.93292(W) AD(       ) 2
 GA2173  NAD 27      -  36 20 44.51152(N)    083 12 38.31926(W) AD(       ) 2
 GA2173  NGVD 29 (??/??/92)  354.655  (m)         1163.56   (f) ADJ UNCH    2 0
 GA2173
 GA2173.Superseded values are not recommended for survey control.
 GA2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2173.See file dsdata.txt to determine how the superseded data were derived.
 GA2173
 GA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0162824571(NAD 83)
 GA2173_MARKER: DD = SURVEY DISK
 GA2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2173_STAMPING: RAY 1964
 GA2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2173+STABILITY: SURFACE MOTION
 GA2173
 GA2173  HISTORY     - Date     Condition        Report By
 GA2173  HISTORY     - 1964     MONUMENTED       TNHD
 GA2173  HISTORY     - 1964     GOOD             TNHD
 GA2173
 GA2173                          STATION DESCRIPTION
 GA2173
 GA2173'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2173'THE STATION IS LOCATED ABOUT 4 MILES EAST OF BEAN STATION AND ON THE
 GA2173'PROPERTY OF MR.  HOLLY
 GA2173'BEGLEY.
 GA2173'
 GA2173'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO EAST ON
 GA2173'U.S.  HIGHWAY 11W FOR
 GA2173'4.35 MILES TO MR.  RAY CARPENTERS DRIVEWAY ON THE
 GA2173'LEFT, TURN LEFT AND FOLLOW THE
 GA2173'DRIVE UP HILL FOR 0.15 MILE TO THE
 GA2173'STATION ON THE LEFT AS DESCRIBED.
 GA2173'
 GA2173'THE STATION IS 40 FEET SOUTHWEST OF POWER POLE NO. IST 441, 8 FEET
 GA2173'WEST OF THE APPROXIMATE
 GA2173'CENTER OF A DRIVEWAY AND 2.8 FEET NORTH OF A WITNESS
 GA2173'POST.  THE SURFACE AND UNDERGROUND
 GA2173'MARKS ARE STANDARD TENNESSEE
 GA2173'HIGHWAY DEPARTMENT DISK AND THE DISK ARE STAMPED RAY
 GA2173'1964.  THE
 GA2173'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2173'DISK IS SET IN A
 GA2173'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2173'
 GA2173'REFERENCE MARK NO. 1 IS 53 FEET SOUTHWEST OF POWER POLE NO. IST 441
 GA2173'AND 8 FEET WEST OF THE
 GA2173'APPROXIMATE CENTER OF THE DRIVEWAY.  IT IS A STANDARD
 GA2173'TENNESSEE HIGHWAY DEPARTMENT
 GA2173'DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA2173'CONCRETE MONUMENT AND THE DISK IS STAMPED RAY
 GA2173'RM-1 1964.
 GA2173'
 GA2173'REFERENCE MARK NO. 2 IS 32 FEET WEST OF POWER POLE NO. IST 441 AND 8
 GA2173'FEET WEST OF THE
 GA2173'APPROXIMATE CENTER OF A DRIVEWAY.  IT IS A STANDARD
 GA2173'TENNESSEE HIGHWAY DEPARTMENT
 GA2173'DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA2173'CONCRETE MONUMENT AND THE DISK IS STAMPED RAY
 GA2173'RM-2 1964.
 GA2173'
 GA2173'TRAVERSE STATION GRAVE WILL SERVE AS THE AZIMUTH MARK.
 GA2173'
 GA2173'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2173
 GA2173                          STATION RECOVERY (1964)
 GA2173
 GA2173'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2173'4 MI E FROM BEAN STATION.
 GA2173'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION,
 GA2173'GO EAST ON U.S. HIGHWAY 11W FOR 4.35 MILES TO MR. RAY CARPENTERS
 GA2173'DRIVEWAY ON THE LEFT, TURN LEFT AND FOLLOW THE DRIVE UP HILL
 GA2173'FOR 0.15 MILE TO THE STATION ON THE LEFT.  THE STATION IS 40
 GA2173'FEET SOUTHWEST OF POWER POLE NO. IST 441, 8 FEET WEST OF THE
 GA2173'APPROXIMATE CENTER OF A DRIVEWAY AND 2.8 FEET NORTH OF A WITNESS
 GA2173'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2173'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2173'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2172 ***********************************************************************
 GA2172  DESIGNATION -  RAY RM 1
 GA2172  PID         -  GA2172
 GA2172  STATE/COUNTY-  TN/HAWKINS
 GA2172  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2172
 GA2172                         *CURRENT SURVEY CONTROL
 GA2172  ___________________________________________________________________
 GA2172* NAD 83(1986)-  36 20 44.     (N)    083 12 38.     (W)     SCALED    
 GA2172* NAVD 88     -       354.356  (meters)    1162.58   (feet)  ADJUSTED  
 GA2172  ___________________________________________________________________
 GA2172  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA2172  DYNAMIC HT  -         354.035 (meters)    1161.53  (feet)  COMP
 GA2172  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GA2172
 GA2172  VERT ORDER  -  SECOND    CLASS 0
 GA2172
 GA2172.The horizontal coordinates were scaled from a topographic map and have
 GA2172.an estimated accuracy of +/- 6 seconds.
 GA2172
 GA2172.The orthometric height was determined by differential leveling
 GA2172.and adjusted by the National Geodetic Survey in June 1991..
 GA2172
 GA2172.The geoid height was determined by GEOID03.
 GA2172
 GA2172.The dynamic height is computed by dividing the NAVD 88
 GA2172.geopotential number by the normal gravity value computed on the
 GA2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2172.degrees latitude (g = 980.6199 gals.).
 GA2172
 GA2172.The modeled gravity was interpolated from observed gravity values.
 GA2172
 GA2172;                    North         East    Units  Estimated Accuracy
 GA2172;SPC TN       -   226,830.      850,370.      MT  (+/- 180 meters Scaled)
 GA2172
 GA2172                          SUPERSEDED SURVEY CONTROL
 GA2172
 GA2172  NGVD 29 (??/??/92)  354.495  (m)         1163.04   (f) ADJ UNCH    2 0
 GA2172
 GA2172.Superseded values are not recommended for survey control.
 GA2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2172.See file dsdata.txt to determine how the superseded data were derived.
 GA2172
 GA2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA016245(NAD 83)
 GA2172_MARKER: DD = SURVEY DISK
 GA2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2172_STAMPING: RAY RM-1 1964
 GA2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2172+STABILITY: SURFACE MOTION
 GA2172
 GA2172  HISTORY     - Date     Condition        Report By
 GA2172  HISTORY     - 1964     MONUMENTED       TNHD
 GA2172
 GA2172                          STATION DESCRIPTION
 GA2172
 GA2172'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2172'4 MI E FROM BEAN STATION.
 GA2172'THE MARK IS LOCATED AT THE RAY 1964 STATION SITE, 53 FEET
 GA2172'SOUTHWEST OF POWER POLE NO. IST 441 AND 8 FEET WEST OF THE
 GA2172'APPROXIMATE CENTER OF THE DRIVEWAY.  THE MARK IS A STANDARD
 GA2172'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2172'CONCRETE MONUMENT.  NOTE-- FOR DESCR. SEE STATION RAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2174 ***********************************************************************
 GA2174  DESIGNATION -  RAY RM 2
 GA2174  PID         -  GA2174
 GA2174  STATE/COUNTY-  TN/HAWKINS
 GA2174  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2174
 GA2174                         *CURRENT SURVEY CONTROL
 GA2174  ___________________________________________________________________
 GA2174* NAD 83(1986)-  36 20 44.     (N)    083 12 38.     (W)     SCALED    
 GA2174* NAVD 88     -       354.715  (meters)    1163.76   (feet)  ADJUSTED  
 GA2174  ___________________________________________________________________
 GA2174  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA2174  DYNAMIC HT  -         354.394 (meters)    1162.71  (feet)  COMP
 GA2174  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GA2174
 GA2174  VERT ORDER  -  SECOND    CLASS 0
 GA2174
 GA2174.The horizontal coordinates were scaled from a topographic map and have
 GA2174.an estimated accuracy of +/- 6 seconds.
 GA2174
 GA2174.The orthometric height was determined by differential leveling
 GA2174.and adjusted by the National Geodetic Survey in June 1991..
 GA2174
 GA2174.The geoid height was determined by GEOID03.
 GA2174
 GA2174.The dynamic height is computed by dividing the NAVD 88
 GA2174.geopotential number by the normal gravity value computed on the
 GA2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2174.degrees latitude (g = 980.6199 gals.).
 GA2174
 GA2174.The modeled gravity was interpolated from observed gravity values.
 GA2174
 GA2174;                    North         East    Units  Estimated Accuracy
 GA2174;SPC TN       -   226,830.      850,370.      MT  (+/- 180 meters Scaled)
 GA2174
 GA2174                          SUPERSEDED SURVEY CONTROL
 GA2174
 GA2174  NGVD 29 (??/??/92)  354.855  (m)         1164.22   (f) ADJ UNCH    2 0
 GA2174
 GA2174.Superseded values are not recommended for survey control.
 GA2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2174.See file dsdata.txt to determine how the superseded data were derived.
 GA2174
 GA2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA016245(NAD 83)
 GA2174_MARKER: DD = SURVEY DISK
 GA2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2174_STAMPING: RAY RM-2 1964
 GA2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2174+STABILITY: SURFACE MOTION
 GA2174
 GA2174  HISTORY     - Date     Condition        Report By
 GA2174  HISTORY     - 1964     MONUMENTED       TNHD
 GA2174
 GA2174                          STATION DESCRIPTION
 GA2174
 GA2174'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2174'4 MI E FROM BEAN STATION.
 GA2174'THE MARK IS LOCATED AT THE RAY 1964 STATION SITE, 32 FEET WEST
 GA2174'OF POWER POLE NO. IST 441 AND 8 FEET WEST OF THE APPROXIMATE
 GA2174'CENTER OF A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2174'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2174'MONUMENT.  NOTE-- FOR DESCR. SEE STATION RAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0186 ***********************************************************************
 FD0186  DESIGNATION -  RAYNOLDS AZ MK
 FD0186  PID         -  FD0186
 FD0186  STATE/COUNTY-  TN/LINCOLN
 FD0186  USGS QUAD   -  HUNTLAND (1972)
 FD0186
 FD0186                         *CURRENT SURVEY CONTROL
 FD0186  ___________________________________________________________________
 FD0186* NAD 83(1986)-  35 01 54.     (N)    086 19 44.     (W)     SCALED    
 FD0186* NAVD 88     -       291.916  (meters)     957.73   (feet)  ADJUSTED  
 FD0186  ___________________________________________________________________
 FD0186  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0186  DYNAMIC HT  -         291.626 (meters)     956.78  (feet)  COMP
 FD0186  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 FD0186
 FD0186  VERT ORDER  -  FIRST     CLASS II
 FD0186
 FD0186.The horizontal coordinates were scaled from a topographic map and have
 FD0186.an estimated accuracy of +/- 6 seconds.
 FD0186
 FD0186.The orthometric height was determined by differential leveling
 FD0186.and adjusted by the National Geodetic Survey in June 1991..
 FD0186
 FD0186.The geoid height was determined by GEOID03.
 FD0186
 FD0186.The dynamic height is computed by dividing the NAVD 88
 FD0186.geopotential number by the normal gravity value computed on the
 FD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0186.degrees latitude (g = 980.6199 gals.).
 FD0186
 FD0186.The modeled gravity was interpolated from observed gravity values.
 FD0186
 FD0186;                    North         East    Units  Estimated Accuracy
 FD0186;SPC TN       -    77,530.      569,990.      MT  (+/- 180 meters Scaled)
 FD0186
 FD0186                          SUPERSEDED SURVEY CONTROL
 FD0186
 FD0186  NGVD 29 (??/??/92)  291.873  (m)          957.59   (f) ADJ UNCH    1 2
 FD0186
 FD0186.Superseded values are not recommended for survey control.
 FD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0186.See file dsdata.txt to determine how the superseded data were derived.
 FD0186
 FD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED612767(NAD 83)
 FD0186_MARKER: DR = REFERENCE MARK DISK
 FD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0186_STAMPING: RAYNOLDS 1934 AZ
 FD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0186+STABILITY: SURFACE MOTION
 FD0186
 FD0186  HISTORY     - Date     Condition        Report By
 FD0186  HISTORY     - 1934     MONUMENTED       CGS
 FD0186  HISTORY     - 1949     GOOD             NGS
 FD0186
 FD0186                          STATION DESCRIPTION
 FD0186
 FD0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0186'3 MI NE FROM ELORA.
 FD0186'0.2 MILES NORTHWEST ALONG A BLACK TOP STREET FROM THE NASHVILLE
 FD0186'CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT ELORA, THENCE ABOUT
 FD0186'0.7 MILE NORTH ALONG STATE HIGHWAY 121, THENCE ABOUT 2.0 MILES
 FD0186'NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE SOUTH ALONG A
 FD0186'PRIVATE FARM LANE, ON THE EAST SIDE OF THE FENCED LANE, 438 FEET
 FD0186'SOUTH-SOUTHEAST OF THE SOUTHEAST SIDE OF A FARM HOUSE, 270 FEET
 FD0186'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 131 FEET NORTH OF A
 FD0186'FENCE CORNER AT TURN IN THE LANE, 13 FEET EAST OF THE CENTER LINE
 FD0186'OF THE LANE, 2 FEET EAST OF THE FENCE LINE AND SET IN THE TOP OF
 FD0186'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1344 ***********************************************************************
 FD1344  DESIGNATION -  RAYNOLDS RESET
 FD1344  PID         -  FD1344
 FD1344  STATE/COUNTY-  TN/LINCOLN
 FD1344  USGS QUAD   -  HUNTLAND (1972)
 FD1344
 FD1344                         *CURRENT SURVEY CONTROL
 FD1344  ___________________________________________________________________
 FD1344* NAD 83(1995)-  35 02 06.44407(N)    086 19 20.90706(W)     ADJUSTED  
 FD1344* NAVD 88     -       294.99   (meters)     967.8    (feet)  RESET     
 FD1344  ___________________________________________________________________
 FD1344  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FD1344  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1344
 FD1344  HORZ ORDER  -  SECOND
 FD1344  VERT ORDER  -  THIRD
 FD1344
 FD1344.The horizontal coordinates were established by classical geodetic methods
 FD1344.and adjusted by the National Geodetic Survey in April 1999..
 FD1344
 FD1344.The orthometric height was computed from unverified reset data.
 FD1344.No vertical observational check was made to the station.
 FD1344
 FD1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1344
 FD1344.The geoid height was determined by GEOID03.
 FD1344
 FD1344;                    North         East     Units Scale Factor Converg.
 FD1344;SPC TN       -    77,913.417   570,573.240   MT  1.00004487   -0 11 19.6
 FD1344;SPC TN       -   255,620.94  1,871,955.70   sFT  1.00004487   -0 11 19.6
 FD1344;UTM  16      - 3,877,147.891   561,799.417   MT  0.99964707   +0 23 20.3
 FD1344
 FD1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1344!SPC TN       -   0.99995818  x   1.00004487  =   1.00000305
 FD1344!UTM  16      -   0.99995818  x   0.99964707  =   0.99960527
 FD1344
 FD1344:                Primary Azimuth Mark                     Grid Az
 FD1344:SPC TN       -  RAYNOLDS                                 261 11 18.6
 FD1344:UTM  16      -  RAYNOLDS                                 260 36 38.7
 FD1344
 FD1344|---------------------------------------------------------------------|
 FD1344| PID    Reference Object                     Distance      Geod. Az  |
 FD1344|                                                           dddmmss.s |
 FD1344| FD0187 RAYNOLDS                            472.461 METERS 2605959.0 |
 FD1344| FD0189 RAYNOLDS RM 2                       487.899 METERS 2644244.0 |
 FD1344|---------------------------------------------------------------------|
 FD1344
 FD1344                          SUPERSEDED SURVEY CONTROL
 FD1344
 FD1344  NAD 83(1995)-  35 02 06.44466(N)    086 19 20.90669(W) AD(       ) 2
 FD1344  NAD 83(1995)-  35 02 06.45550(N)    086 19 20.90404(W) AD(       ) 2
 FD1344  NAD 83(1986)-  35 02 06.45606(N)    086 19 20.90373(W) AD(       ) 2
 FD1344  NAD 27      -  35 02 06.14049(N)    086 19 20.94686(W) AD(       ) 2
 FD1344  NGVD 29 (10/12/01)  294.94   (m)          967.6    (f) RESET       3  
 FD1344
 FD1344.Superseded values are not recommended for survey control.
 FD1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1344.See file dsdata.txt to determine how the superseded data were derived.
 FD1344
 FD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6179977148(NAD 83)
 FD1344_MARKER: DD = SURVEY DISK
 FD1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1344_STAMPING: RAYNOLDS RESET 1971
 FD1344_PROJECTION: FLUSH
 FD1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1344+STABILITY: SURFACE MOTION
 FD1344
 FD1344  HISTORY     - Date     Condition        Report By
 FD1344  HISTORY     - 1971     MONUMENTED       TVA
 FD1344  HISTORY     - 1971     GOOD             TVA
 FD1344
 FD1344                          STATION DESCRIPTION
 FD1344
 FD1344'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1971
 FD1344'LOCATED 3.0 MILES NORTHEAST FROM POST OFFICE AT ELORA.  GO 0.2
 FD1344'MILE NORTHWEST ALONG HIGHWAY 122 TO NEW ROAD (NOW UNDER
 FD1344'CONSTRUCTION).  TURN RIGHT, GO 2.8 MILES NORTHEAST ALONG NEW ROAD.
 FD1344'MONUMENT IS SET 1 FOOT SOUTH OF FENCE LINE SEPARATING TWO
 FD1344'CULTIVATED FIELDS.  STATION IS 400 FEET EAST OF CENTERLINE NEW
 FD1344'ROAD, 125 FEET SOUTHEAST FROM SOUTHEAST CORNER OF OLD BARN,
 FD1344'60 FEET EAST OF FENCE CORNER AND 8 FEET NORTH OF
 FD1344'CENTERLINE FIELD ROAD.  A STANDARD TVA MONUMENT STAMPED
 FD1344'RAYNOLDS RESET 1971.
 FD1344'
 FD1344'REFERENCE MARK 1--21 FEET WEST OF 3 INCH TWIN CEDAR IN FENCE
 FD1344'LINE.
 FD1344'
 FD1344'REFERENCE MARK 2--5 FEET EAST OF SMALL CEDAR IN FENCE LINE.
 FD1344'
 FD1344'RAYNOLDS AZ MK
 FD1344'LOCATED ABOUT 0.2 MILES NORTHWEST ALONG A BLACK TOP STREET FROM THE
 FD1344'NASHVILLE CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT ELORA,
 FD1344'THENCE ABOUT 0.7 MILES NORTH ALONG STATE HIGHWAY 121, THENCE ABOUT
 FD1344'2.0 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE
 FD1344'SOUTH ALONG A PRIVATE FARM LAND, ON THE EAST SIDE OF THE FENCE
 FD1344'LANE, 438 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST SIDE OF A FARM
 FD1344'HOUSE, 270 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 131
 FD1344'FEET NORTH OF A FENCE CORNER AT TURN IN THE LANE, 13 FEET EAST
 FD1344'OF THE CENTERLINE OF THE LANE, 2 FEET EAST OF THE FENCE LINE.
 FD1344'A STANDARD TRIANGULATION REFERENCE DISK STAMPED RAYNOLDS 1934 AZ,
 FD1344'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD1344'
 FD1344'NOTE--SEARCHED FOR BUT NOT FOUND 5/27/71.
 FD1344'
 FD1344'ELEVATION--957.587 FEET OR 291.873 METERS (C-1).
 FD1344'
 FD1344'NO UNDERGROUND MARKS WERE SET AT THE TRIANGULATION STATIONS.
 FD1344
 FD1344                          STATION RECOVERY (1971)
 FD1344
 FD1344'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FD1344'3.0 MI NE FROM ELORA.
 FD1344'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 122 FROM THE POST OFFICE IN
 FD1344'ELORA, THENCE 2.8 MILES NORTHEAST ALONG NEW ROAD, 400 FEET EAST OF
 FD1344'THE CENTER LINE OF NEW ROAD, 125 FEET SOUTHEAST OF THE SOUTHEAST
 FD1344'CORNER OF AN OLD BARN, 60 FEET EAST OF A FENCE CORNER, 8 FEET NORTH
 FD1344'OF THE CENTERLINE OF A FIELD ROAD, 1 FOOT SOUTH OF A FENCE LINE
 FD1344'BETWEEN TWO CULTIVATED FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0188 ***********************************************************************
 FD0188  DESIGNATION -  RAYNOLDS RM 1
 FD0188  PID         -  FD0188
 FD0188  STATE/COUNTY-  TN/LINCOLN
 FD0188  USGS QUAD   -  HUNTLAND (1972)
 FD0188
 FD0188                         *CURRENT SURVEY CONTROL
 FD0188  ___________________________________________________________________
 FD0188* NAD 83(1986)-  35 02 03.     (N)    086 19 39.     (W)     SCALED    
 FD0188* NAVD 88     -       304.044  (meters)     997.52   (feet)  ADJUSTED  
 FD0188  ___________________________________________________________________
 FD0188  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD0188  DYNAMIC HT  -         303.742 (meters)     996.53  (feet)  COMP
 FD0188  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FD0188
 FD0188  VERT ORDER  -  FIRST     CLASS II
 FD0188
 FD0188.The horizontal coordinates were scaled from a topographic map and have
 FD0188.an estimated accuracy of +/- 6 seconds.
 FD0188
 FD0188.The orthometric height was determined by differential leveling
 FD0188.and adjusted by the National Geodetic Survey in June 1991..
 FD0188
 FD0188.The geoid height was determined by GEOID03.
 FD0188
 FD0188.The dynamic height is computed by dividing the NAVD 88
 FD0188.geopotential number by the normal gravity value computed on the
 FD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0188.degrees latitude (g = 980.6199 gals.).
 FD0188
 FD0188.The modeled gravity was interpolated from observed gravity values.
 FD0188
 FD0188;                    North         East    Units  Estimated Accuracy
 FD0188;SPC TN       -    77,810.      570,110.      MT  (+/- 180 meters Scaled)
 FD0188
 FD0188                          SUPERSEDED SURVEY CONTROL
 FD0188
 FD0188  NGVD 29 (??/??/92)  304.001  (m)          997.38   (f) ADJ UNCH    1 2
 FD0188
 FD0188.Superseded values are not recommended for survey control.
 FD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0188.See file dsdata.txt to determine how the superseded data were derived.
 FD0188
 FD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED613770(NAD 83)
 FD0188_MARKER: DR = REFERENCE MARK DISK
 FD0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0188_STAMPING: RAYNOLDS NO 1 1934
 FD0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0188+STABILITY: SURFACE MOTION
 FD0188
 FD0188  HISTORY     - Date     Condition        Report By
 FD0188  HISTORY     - 1934     MONUMENTED       CGS
 FD0188  HISTORY     - 1949     GOOD             NGS
 FD0188
 FD0188                          STATION DESCRIPTION
 FD0188
 FD0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0188'3 MI NE FROM ELORA.
 FD0188'0.2 MILE NORTHWEST ALONG A BLACK TOP STREET FROM THE NASHVILLE,
 FD0188'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, THENCE ABOUT 0.7 MILE
 FD0188'NORTH ALONG STATE HIGHWAY 121, THENCE ABOUT 2.1 MILES NORTHEAST
 FD0188'ALONG A GRAVEL ROAD, AT THE SOUTHEAST EDGE OF A CULTIVATED FIELD,
 FD0188'155 FEET NORTHEAST OF A FENCE CORNER AT SOUTH CORNER OF FIELD, 145
 FD0188'FEET EAST-NORTHEAST OF THE STATION MARK, 25 1/2 FEET NORTHWEST
 FD0188'OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHWEST OF A FENCE
 FD0188'LINE, ABOUT 9 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD0188'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0189 ***********************************************************************
 FD0189  DESIGNATION -  RAYNOLDS RM 2
 FD0189  PID         -  FD0189
 FD0189  STATE/COUNTY-  TN/LINCOLN
 FD0189  USGS QUAD   -  HUNTLAND (1972)
 FD0189
 FD0189                         *CURRENT SURVEY CONTROL
 FD0189  ___________________________________________________________________
 FD0189* NAD 83(1995)-  35 02 04.98459(N)    086 19 40.07383(W)     ADJUSTED  
 FD0189* NAVD 88     -       306.521  (meters)    1005.64   (feet)  ADJUSTED  
 FD0189  ___________________________________________________________________
 FD0189  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FD0189  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0189  DYNAMIC HT  -         306.216 (meters)    1004.64  (feet)  COMP
 FD0189  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FD0189
 FD0189  HORZ ORDER  -  SECOND
 FD0189  VERT ORDER  -  FIRST     CLASS II
 FD0189
 FD0189.The horizontal coordinates were established by classical geodetic methods
 FD0189.and adjusted by the National Geodetic Survey in April 1999..
 FD0189
 FD0189.The orthometric height was determined by differential leveling
 FD0189.and adjusted by the National Geodetic Survey in June 1991..
 FD0189
 FD0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0189
 FD0189.The geoid height was determined by GEOID03.
 FD0189
 FD0189.The dynamic height is computed by dividing the NAVD 88
 FD0189.geopotential number by the normal gravity value computed on the
 FD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0189.degrees latitude (g = 980.6199 gals.).
 FD0189
 FD0189.The modeled gravity was interpolated from observed gravity values.
 FD0189
 FD0189;                    North         East     Units Scale Factor Converg.
 FD0189;SPC TN       -    77,870.053   570,087.250   MT  1.00004496   -0 11 30.9
 FD0189;SPC TN       -   255,478.67  1,870,361.25   sFT  1.00004496   -0 11 30.9
 FD0189;UTM  16      - 3,877,099.647   561,314.083   MT  0.99964633   +0 23 09.3
 FD0189
 FD0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0189!SPC TN       -   0.99995637  x   1.00004496  =   1.00000133
 FD0189!UTM  16      -   0.99995637  x   0.99964633  =   0.99960272
 FD0189
 FD0189                          SUPERSEDED SURVEY CONTROL
 FD0189
 FD0189  NAD 83(1995)-  35 02 04.98517(N)    086 19 40.07346(W) AD(       ) 2
 FD0189  NAD 83(1995)-  35 02 04.99594(N)    086 19 40.07080(W) AD(       ) 2
 FD0189  NAD 83(1986)-  35 02 04.99649(N)    086 19 40.07048(W) AD(       ) 2
 FD0189  NAD 27      -  35 02 04.68080(N)    086 19 40.11356(W) AD(       ) 2
 FD0189  NGVD 29 (??/??/92)  306.478  (m)         1005.50   (f) ADJ UNCH    1 2
 FD0189
 FD0189.Superseded values are not recommended for survey control.
 FD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0189.See file dsdata.txt to determine how the superseded data were derived.
 FD0189
 FD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6131477100(NAD 83)
 FD0189_MARKER: DR = REFERENCE MARK DISK
 FD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0189_STAMPING: RAYNOLDS NO 2 1934
 FD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0189+STABILITY: SURFACE MOTION
 FD0189
 FD0189  HISTORY     - Date     Condition        Report By
 FD0189  HISTORY     - 1934     MONUMENTED       TVA
 FD0189  HISTORY     - 1949     GOOD             NGS
 FD0189
 FD0189                          STATION DESCRIPTION
 FD0189
 FD0189'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1934
 FD0189'LOCATED ABOUT 0.2 MILES NORTHWEST ALONG A BLACK TOP STREET
 FD0189'FROM THE NASHVILLE CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 FD0189'ELORA, THENCE ABOUT 0.7 MILES NORTH ALONG STATE HIGHWAY 121,
 FD0189'THENCE ABOUT 2.1 MILES NORTHEAST ALONG A GRAVEL ROAD, AT THE
 FD0189'SOUTHWEST EDGE OF A CULTIVATED FIELD, 113 FEET NORTHWEST OF THE
 FD0189'STATION MARK, 25-1/2 FEET SOUTHEAST OF A 24 INCH FORKED OAK
 FD0189'TREE, 5-1/2 FEET NORTHEAST OF A 4 INCH CEDAR TREE, 5-1/2 FEET
 FD0189'SOUTHWEST OF THE FENCE LINE, 40 FEET WEST OF TOP OF CUT ON NEW
 FD0189'ROAD, 15 FEET SOUTH FROM NORTH EDGE OF WOODS.  A TRIANGULATION
 FD0189'REFERENCE MARK DISK STAMPED RAYNOLDS NO. 2 1934 AND SET IN THE
 FD0189'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 FD0189'
 FD0189'NOTE--RAYNOLDS RM 2 WILL NOW BE USED AS AZ. MK. FOR RAYNOLDS
 FD0189'RESET.
 FD0189'
 FD0189'ELEVATION--1005.503 FEET OR 306.478 METERS.
 FD0189
 FD0189                          STATION RECOVERY (1949)
 FD0189
 FD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0189'3 MI NE FROM ELORA.
 FD0189'0.2 MILE NORTHWEST ALONG A BLACK TOP STREET FROM THE NASHVILLE,
 FD0189'CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT ELORA, THENCE ABOUT
 FD0189'0.7 MILE NORTH ALONG STATE HIGHWAY 121, THENCE ABOUT 2.1 MILES
 FD0189'NORTHEAST ALONG A GRAVEL ROAD, AT THE SOUTHWEST EDGE OF A
 FD0189'CULTIVATED FIELD, 113 FEET NORTHWEST OF THE STATION MARK, 25 1/2
 FD0189'FEET SOUTHEAST OF A 24-INCH FORKED OAK TREE, 5 1/2 FEET NORTHEAST
 FD0189'OF A 4-INCH CEDAR TREE, 5 1/2 FEET SOUTHWEST OF THE FENCE LINE,
 FD0189'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2076 ***********************************************************************
 GA2076  DESIGNATION -  RED
 GA2076  PID         -  GA2076
 GA2076  STATE/COUNTY-  TN/GREENE
 GA2076  USGS QUAD   -  MOHAWK (1980)
 GA2076
 GA2076                         *CURRENT SURVEY CONTROL
 GA2076  ___________________________________________________________________
 GA2076* NAD 83(1995)-  36 11 50.82369(N)    083 07 16.48581(W)     ADJUSTED  
 GA2076* NAVD 88     -       380.155  (meters)    1247.23   (feet)  ADJUSTED  
 GA2076  ___________________________________________________________________
 GA2076  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GA2076  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2076  DYNAMIC HT  -         379.806 (meters)    1246.08  (feet)  COMP
 GA2076  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2076
 GA2076  HORZ ORDER  -  SECOND
 GA2076  VERT ORDER  -  SECOND    CLASS 0
 GA2076
 GA2076.The horizontal coordinates were established by classical geodetic methods
 GA2076.and adjusted by the National Geodetic Survey in April 1999..
 GA2076
 GA2076.The orthometric height was determined by differential leveling
 GA2076.and adjusted by the National Geodetic Survey in June 1991..
 GA2076
 GA2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2076
 GA2076.The geoid height was determined by GEOID03.
 GA2076
 GA2076.The dynamic height is computed by dividing the NAVD 88
 GA2076.geopotential number by the normal gravity value computed on the
 GA2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2076.degrees latitude (g = 980.6199 gals.).
 GA2076
 GA2076.The modeled gravity was interpolated from observed gravity values.
 GA2076
 GA2076;                    North         East     Units Scale Factor Converg.
 GA2076;SPC TN       -   210,631.377   858,865.000   MT  0.99996846   +1 41 07.2
 GA2076;SPC TN       -   691,046.44  2,817,792.92   sFT  0.99996846   +1 41 07.2
 GA2076;UTM  17      - 4,007,934.555   309,281.557   MT  1.00004819   -1 15 11.2
 GA2076
 GA2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2076!SPC TN       -   0.99994524  x   0.99996846  =   0.99991371
 GA2076!UTM  17      -   0.99994524  x   1.00004819  =   0.99999343
 GA2076
 GA2076:                Primary Azimuth Mark                     Grid Az
 GA2076:SPC TN       -  RED AZ MK                                063 16 45.8
 GA2076:UTM  17      -  RED AZ MK                                066 13 04.2
 GA2076
 GA2076|---------------------------------------------------------------------|
 GA2076| PID    Reference Object                     Distance      Geod. Az  |
 GA2076|                                                           dddmmss.s |
 GA2076| GA2079 RED AZ MK                                          0645753.0 |
 GA2076| GA2077 RED RM 1                             22.415 METERS 08024     |
 GA2076| GA2078 RED RM 2                             32.325 METERS 23103     |
 GA2076| GA3506 AIRWAY BEACON 20                    APPROX. 7.0 KM 3175849.9 |
 GA2076|---------------------------------------------------------------------|
 GA2076
 GA2076                          SUPERSEDED SURVEY CONTROL
 GA2076
 GA2076  NAD 83(1995)-  36 11 50.82802(N)    083 07 16.48986(W) AD(       ) 2
 GA2076  NAD 83(1995)-  36 11 50.83479(N)    083 07 16.49307(W) AD(       ) 2
 GA2076  NAD 83(1995)-  36 11 50.82946(N)    083 07 16.48928(W) AD(       ) 2
 GA2076  NAD 83(1986)-  36 11 50.83261(N)    083 07 16.48946(W) AD(       ) 2
 GA2076  NAD 27      -  36 11 50.48510(N)    083 07 16.90370(W) AD(       ) 2
 GA2076  NGVD 29 (??/??/92)  380.305  (m)         1247.72   (f) ADJ UNCH    2 0
 GA2076
 GA2076.Superseded values are not recommended for survey control.
 GA2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2076.See file dsdata.txt to determine how the superseded data were derived.
 GA2076
 GA2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0928207935(NAD 83)
 GA2076_MARKER: DS = TRIANGULATION STATION DISK
 GA2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2076_STAMPING: RED 1961
 GA2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2076+STABILITY: SURFACE MOTION
 GA2076
 GA2076  HISTORY     - Date     Condition        Report By
 GA2076  HISTORY     - 1961     MONUMENTED       CGS
 GA2076  HISTORY     - 1961     GOOD             CGS
 GA2076  HISTORY     - 1980     GOOD             NGS
 GA2076  HISTORY     - 1980     GOOD             NGS
 GA2076
 GA2076                          STATION DESCRIPTION
 GA2076
 GA2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2076'THIS STATION IS LOCATED ABOUT 9 MILES EAST OF MORRISTOWN, 6 MILES
 GA2076'SOUTHEAST OF MOHAWK, 5
 GA2076'MILES SOUTH OF WHITESBURG ON LAND OWNED BY THE HIWASSEE
 GA2076'LAND COMPANY.
 GA2076'
 GA2076'THE STATION IS REACHED FROM THE POST OFFICE IN MOHAWK, BY GOING
 GA2076'SOUTHEAST ON THE HARD
 GA2076'SURFACE ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE
 GA2076'STRAIGHT AHEAD FOR 1.9 MILE
 GA2076'TO A CROSSROAD, TURN RIGHT AND GO 0.4
 GA2076'MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING
 GA2076'THE DAY GROCERY STORE,
 GA2076'TURN RIGHT AND GO 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 GA2076'0.9 MILE TO A
 GA2076'T-ROAD, TURN RIGHT AND GO 0.05 MILE TO A FORK, TAKE LEFT
 GA2076'FORK AND GO 1.05 MILE TO A
 GA2076'FORK, TAKE LEFT FORK AND GO 0.35 MILE TO
 GA2076'AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 GA2076'AHEAD FOR 0.35 MILE TO A
 GA2076'REVERSE Y, TURN SHARP LEFT AND GO 0.15 MILE TO A GATE ON RIGHT,
 GA2076'TURN RIGHT
 GA2076'THROUGH GATE AND GO 0.05 MILE TO STATION, WHICH IS ON THE
 GA2076'NORTHEAST SLOPE OF HILL.
 GA2076'
 GA2076'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED RED 1961, IS
 GA2076'SET IN A SQUARE CONCRETE
 GA2076'MONUMENT, WHICH IS FLUSH, IS 2.2 FEET NORTHWEST OF A
 GA2076'WITNESS SIGN, IS SET ON THE
 GA2076'NORTHEAST SLOPE OF HILL ABOUT 3 FEET
 GA2076'LOWER THAN TOP.
 GA2076'
 GA2076'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, RED NO. 1 1961, IS
 GA2076'CEMENTED IN A DRILLED
 GA2076'HOLE IN OUTCROPPING BED ROCK, IS SET ON THE NORTHEAST
 GA2076'SLOPE OF HILL, ABOUT 3 FEET
 GA2076'LOWER THAN STATION.
 GA2076'
 GA2076'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, RED NO. 2 1961, IS
 GA2076'CEMENTED IN A DRILLED
 GA2076'HOLE IN OUTCROPPING BED ROCK, IS ON THE EAST SLOPE OF
 GA2076'HILL, ABOUT 4 FEET LOWER THAN
 GA2076'STATION.
 GA2076'
 GA2076'AZIMUTH MARK IS A STANDARD DISK STAMPED, RED 1961, IS SET IN A SQUARE
 GA2076'CONCRETE MONUMENT, WHICH IS
 GA2076'FLUSH, IS 71 FEET WEST OF THE SOUTHWEST CORNER OF
 GA2076'A CHURCH, 53 FEET NORTH OF THE CENTER
 GA2076'OF A GRAVELED ROAD, 13 FEET
 GA2076'SOUTH OF THE CENTER OF A TRACK ROAD, 12 FEET NORTHWEST
 GA2076'OF A WELL.
 GA2076'
 GA2076'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 GA2076
 GA2076                          STATION RECOVERY (1961)
 GA2076
 GA2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2076'5 MI W FROM MOHAWK.
 GA2076'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE
 GA2076'TO A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD, THEN
 GA2076'3.5 MILES WEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF A
 GA2076'GRAVELED ROAD, THEN GO 0.1 MILE SOUTHEAST TO A Y JUNCTION AND
 GA2076'AN ABANDONED HOUSE ON THE LEFT, TAKE THE RIGHT FORK AND GO
 GA2076'0.15 MILE SOUTHEAST TO A GATE ON THE RIGHT, TURN RIGHT THROUGH
 GA2076'GATE AND GO 0.05 MILE TO THE STATION ON THE NORTHEAST SLOPE
 GA2076'OF A HILL.  THE STATION MARK IS 2.2 FT. NORTHWEST OF A WITNESS
 GA2076'SIGN AND ABOUT 3 FT. LOWER THAN THE TOP OF THE HILL.  THE DISK
 GA2076'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA2076
 GA2076                          STATION RECOVERY (1980)
 GA2076
 GA2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2076'ALL MARKS WERE FOUND AS DESCRIBED.  2 IRON PINS WERE DRIVEN BESIDE
 GA2076'EACH MARK.  THE STATION MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS
 GA2076'POST.
 GA2076
 GA2076                          STATION RECOVERY (1980)
 GA2076
 GA2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1871 ***********************************************************************
 GB1871  DESIGNATION -  RED
 GB1871  PID         -  GB1871
 GB1871  STATE/COUNTY-  TN/PUTNAM
 GB1871  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1871
 GB1871                         *CURRENT SURVEY CONTROL
 GB1871  ___________________________________________________________________
 GB1871* NAD 83(1995)-  36 12 46.26097(N)    085 31 05.32899(W)     ADJUSTED  
 GB1871* NAVD 88     -       351.964  (meters)    1154.74   (feet)  ADJUSTED  
 GB1871  ___________________________________________________________________
 GB1871  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GB1871  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1871  DYNAMIC HT  -         351.651 (meters)    1153.71  (feet)  COMP
 GB1871  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1871
 GB1871  HORZ ORDER  -  SECOND
 GB1871  VERT ORDER  -  SECOND    CLASS 0
 GB1871
 GB1871.The horizontal coordinates were established by classical geodetic methods
 GB1871.and adjusted by the National Geodetic Survey in April 1999..
 GB1871
 GB1871.The orthometric height was determined by differential leveling
 GB1871.and adjusted by the National Geodetic Survey in June 1991..
 GB1871
 GB1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1871
 GB1871.The geoid height was determined by GEOID03.
 GB1871
 GB1871.The dynamic height is computed by dividing the NAVD 88
 GB1871.geopotential number by the normal gravity value computed on the
 GB1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1871.degrees latitude (g = 980.6199 gals.).
 GB1871
 GB1871.The modeled gravity was interpolated from observed gravity values.
 GB1871
 GB1871;                    North         East     Units Scale Factor Converg.
 GB1871;SPC TN       -   208,639.239   643,327.134   MT  0.99997019   +0 16 55.5
 GB1871;SPC TN       -   684,510.57  2,110,649.11   sFT  0.99997019   +0 16 55.5
 GB1871;UTM  16      - 4,008,574.840   633,200.602   MT  0.99981861   +0 52 32.1
 GB1871
 GB1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1871!SPC TN       -   0.99994942  x   0.99997019  =   0.99991961
 GB1871!UTM  16      -   0.99994942  x   0.99981861  =   0.99976804
 GB1871
 GB1871|---------------------------------------------------------------------|
 GB1871| PID    Reference Object                     Distance      Geod. Az  |
 GB1871|                                                           dddmmss.s |
 GB1871| GB1872 RED RM 1                              9.137 METERS 02137     |
 GB1871| GB1870 RED RM 2                             10.612 METERS 18944     |
 GB1871| GB1873 RED AZ MK                                          2445001.8 |
 GB1871|---------------------------------------------------------------------|
 GB1871
 GB1871                          SUPERSEDED SURVEY CONTROL
 GB1871
 GB1871  NAD 83(1995)-  36 12 46.26302(N)    085 31 05.33087(W) AD(       ) 2
 GB1871  NAD 83(1995)-  36 12 46.26590(N)    085 31 05.33174(W) AD(       ) 2
 GB1871  NAD 83(1986)-  36 12 46.27194(N)    085 31 05.33049(W) AD(       ) 2
 GB1871  NAD 27      -  36 12 46.05426(N)    085 31 05.42057(W) AD(       ) 2
 GB1871  NGVD 29 (??/??/92)  352.042  (m)         1154.99   (f) ADJ UNCH    2 0
 GB1871
 GB1871.Superseded values are not recommended for survey control.
 GB1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1871.See file dsdata.txt to determine how the superseded data were derived.
 GB1871
 GB1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3320108575(NAD 83)
 GB1871_MARKER: DE = TRAVERSE STATION DISK
 GB1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1871_STAMPING: RED 1966
 GB1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1871+STABILITY: SURFACE MOTION
 GB1871
 GB1871  HISTORY     - Date     Condition        Report By
 GB1871  HISTORY     - 1966     MONUMENTED       TNHD
 GB1871  HISTORY     - 1966     GOOD             TNHD
 GB1871
 GB1871                          STATION DESCRIPTION
 GB1871
 GB1871'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1871'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF COOKEVILLE.
 GB1871'
 GB1871'TO REACH THE STATION FROM THE JUNCTION OF EAST 12TH STREET AND STATE
 GB1871'ROUTE 135, AT THE TENNESSEE TECHNOLOGICAL UNIVERSITY IN
 GB1871'NORTH COOKEVILLE, GO NORTHERLY ON STATE ROUTE 135 FOR 2.55 MILES TO A
 GB1871'PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND GO 0.45 MI TO
 GB1871'A GRAVELED ROAD ON THE RIGHT,* TURN RIGHT AND GO 0.1 MILE TO THE
 GB1871'STATION ON THE RIGHT.
 GB1871'
 GB1871'THE STATION IS 20 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB1871'ROAD AND 3.8 FEET WEST OF A METAL WITNESS POST AND SIGN IN A FENCE.
 GB1871'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1871'DEPARTMENT DISKS AND THE DISKS ARE STAMPED RED 1966. THE
 GB1871'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GB1871'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1871'MONUMENT.
 GB1871'
 GB1871'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB1871'GRAVELED ROAD AND 1 FOOT WEST OF A FENCE. IT IS A STANDARD TENNESSEE
 GB1871'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1871'CONCRETE MONUMENT AND THE DISK IS STAMPED RED RM-1 1966.
 GB1871'
 GB1871'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB1871'GRAVELED ROAD AND 1 FOOT WEST OF A FENCE. IT IS A STANDARD TENNESSEE
 GB1871'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1871'CONCRETE MONUMENT AND THE DISK IS STAMPED RED RM-2 1966.
 GB1871'
 GB1871'THE AZIMUTH MARK IS 82 FEET NORTHEAST OF A FENCE CORNER, 15 FEET
 GB1871'SOUTHEAST OF A PAVED ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS
 GB1871'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB1871'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB1871'DISK IS STAMPED RED AZI 1966.
 GB1871'
 GB1871'TO REACH THE AZIMUTH MARK,* CONTINUE ON THE PAVED ROAD FOR 0.3 MILE
 GB1871'TO THE AZIMUTH MARK ON THE LEFT.
 GB1871'
 GB1871'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1871'
 GB1871'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1871
 GB1871                          STATION RECOVERY (1966)
 GB1871
 GB1871'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1871'3.5 MI N FROM COOKEVILLE.
 GB1871'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1871'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1871'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR
 GB1871'3.5 MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND
 GB1871'GO 0.4 MILE ON THE PAVED ROAD TO A GRAVELED ROAD ON THE RIGHT,
 GB1871'TURN RIGHT AND GO 0.1 MILE ON THE GRAVELED ROAD TO THE MARK
 GB1871'ON THE RIGHT, 20 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB1871'GRAVELED ROAD AND 3.8 FEET WEST OF A METAL WITNESS POST AND
 GB1871'SIGN IN A FENCE.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1871'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2079 ***********************************************************************
 GA2079  DESIGNATION -  RED AZ MK
 GA2079  PID         -  GA2079
 GA2079  STATE/COUNTY-  TN/GREENE
 GA2079  USGS QUAD   -  MOHAWK (1980)
 GA2079
 GA2079                         *CURRENT SURVEY CONTROL
 GA2079  ___________________________________________________________________
 GA2079* NAD 83(1986)-  36 11 55.     (N)    083 07 00.     (W)     SCALED    
 GA2079* NAVD 88     -       353.002  (meters)    1158.14   (feet)  ADJUSTED  
 GA2079  ___________________________________________________________________
 GA2079  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2079  DYNAMIC HT  -         352.678 (meters)    1157.08  (feet)  COMP
 GA2079  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 GA2079
 GA2079  VERT ORDER  -  SECOND    CLASS 0
 GA2079
 GA2079.The horizontal coordinates were scaled from a topographic map and have
 GA2079.an estimated accuracy of +/- 6 seconds.
 GA2079
 GA2079.The orthometric height was determined by differential leveling
 GA2079.and adjusted by the National Geodetic Survey in June 1991..
 GA2079
 GA2079.The geoid height was determined by GEOID03.
 GA2079
 GA2079.The dynamic height is computed by dividing the NAVD 88
 GA2079.geopotential number by the normal gravity value computed on the
 GA2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2079.degrees latitude (g = 980.6199 gals.).
 GA2079
 GA2079.The modeled gravity was interpolated from observed gravity values.
 GA2079
 GA2079;                    North         East    Units  Estimated Accuracy
 GA2079;SPC TN       -   210,770.      859,270.      MT  (+/- 180 meters Scaled)
 GA2079
 GA2079                          SUPERSEDED SURVEY CONTROL
 GA2079
 GA2079  NGVD 29 (??/??/92)  353.153  (m)         1158.64   (f) ADJ UNCH    2 0
 GA2079
 GA2079.Superseded values are not recommended for survey control.
 GA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2079.See file dsdata.txt to determine how the superseded data were derived.
 GA2079
 GA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA096080(NAD 83)
 GA2079_MARKER: DZ = AZIMUTH MARK DISK
 GA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2079_STAMPING: RED 1961
 GA2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2079+STABILITY: SURFACE MOTION
 GA2079
 GA2079  HISTORY     - Date     Condition        Report By
 GA2079  HISTORY     - 1961     MONUMENTED       CGS
 GA2079
 GA2079                          STATION DESCRIPTION
 GA2079
 GA2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2079'5.1 MI W FROM MOHAWK.
 GA2079'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE
 GA2079'TO A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD, THEN
 GA2079'3.5 MILES WEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF A
 GA2079'GRAVELED ROAD, THEN GO 0.1 MILE SOUTHEAST TO A Y JUNCTION, TAKE
 GA2079'THE LEFT FORK AND GO EASTERLY FOR 0.35 MILE TO A CHURCH ON THE
 GA2079'LEFT.  THE AZIMUTH MARK IS 71 FT. WEST OF THE SOUTHWEST CORNER
 GA2079'OF THE CHURCH, 53 FT. NORTH OF THE CENTER OF THE GRAVELED
 GA2079'ROAD, 13 FT. SOUTH OF THE CENTER OF A TRACK ROAD, AND 12 FT.
 GA2079'NORTHWEST OF A WELL.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2079'POST FLUSH WITH THE GROUND AND IS ABOUT 8 FT. ABOVE THE LEVEL
 GA2079'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1873 ***********************************************************************
 GB1873  DESIGNATION -  RED AZ MK
 GB1873  PID         -  GB1873
 GB1873  STATE/COUNTY-  TN/PUTNAM
 GB1873  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1873
 GB1873                         *CURRENT SURVEY CONTROL
 GB1873  ___________________________________________________________________
 GB1873* NAD 83(1986)-  36 12 39.     (N)    085 31 23.     (W)     SCALED    
 GB1873* NAVD 88     -       350.928  (meters)    1151.34   (feet)  ADJUSTED  
 GB1873  ___________________________________________________________________
 GB1873  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1873  DYNAMIC HT  -         350.616 (meters)    1150.31  (feet)  COMP
 GB1873  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1873
 GB1873  VERT ORDER  -  SECOND    CLASS 0
 GB1873
 GB1873.The horizontal coordinates were scaled from a topographic map and have
 GB1873.an estimated accuracy of +/- 6 seconds.
 GB1873
 GB1873.The orthometric height was determined by differential leveling
 GB1873.and adjusted by the National Geodetic Survey in June 1991..
 GB1873
 GB1873.The geoid height was determined by GEOID03.
 GB1873
 GB1873.The dynamic height is computed by dividing the NAVD 88
 GB1873.geopotential number by the normal gravity value computed on the
 GB1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1873.degrees latitude (g = 980.6199 gals.).
 GB1873
 GB1873.The modeled gravity was interpolated from observed gravity values.
 GB1873
 GB1873;                    North         East    Units  Estimated Accuracy
 GB1873;SPC TN       -   208,410.      642,890.      MT  (+/- 180 meters Scaled)
 GB1873
 GB1873                          SUPERSEDED SURVEY CONTROL
 GB1873
 GB1873  NGVD 29 (??/??/??)  351.06   (m)         1151.8    (f) RESET       3  
 GB1873
 GB1873.Superseded values are not recommended for survey control.
 GB1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1873.See file dsdata.txt to determine how the superseded data were derived.
 GB1873
 GB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF327083(NAD 83)
 GB1873_MARKER: DR = REFERENCE MARK DISK
 GB1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1873_STAMPING: RED AZI 1966
 GB1873_MARK LOGO: TNHD  
 GB1873_PROJECTION: FLUSH
 GB1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1873+STABILITY: SURFACE MOTION
 GB1873
 GB1873  HISTORY     - Date     Condition        Report By
 GB1873  HISTORY     - 1966     MONUMENTED       TNHD
 GB1873
 GB1873                          STATION DESCRIPTION
 GB1873
 GB1873'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1873'3.5 MI N FROM COOKEVILLE.
 GB1873'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1873'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1873'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR
 GB1873'3.5 MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST AND
 GB1873'GO 0.6 MILE ON THE PAVED ROAD TO THE MARK ON THE LEFT, 82 FEET
 GB1873'NORTHEAST OF A FENCE CORNER, 15 FEET SOUTHEAST OF THE APPROXIMATE
 GB1873'CENTER OF A PAVED ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS
 GB1873'POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1873'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2462 ***********************************************************************
 GB2462  DESIGNATION -  RED BOILING
 GB2462  PID         -  GB2462
 GB2462  STATE/COUNTY-  TN/MACON
 GB2462  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2462
 GB2462                         *CURRENT SURVEY CONTROL
 GB2462  ___________________________________________________________________
 GB2462* NAD 83(1995)-  36 31 13.12659(N)    085 51 43.16052(W)     ADJUSTED  
 GB2462* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 GB2462  ___________________________________________________________________
 GB2462  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 GB2462  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB2462
 GB2462  HORZ ORDER  -  THIRD
 GB2462
 GB2462.The horizontal coordinates were established by classical geodetic methods
 GB2462.and adjusted by the National Geodetic Survey in April 1999..
 GB2462
 GB2462.The orthometric height was scaled from a topographic map.
 GB2462
 GB2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2462
 GB2462.The geoid height was determined by GEOID03.
 GB2462
 GB2462;                    North         East     Units Scale Factor Converg.
 GB2462;SPC TN       -   242,658.890   612,361.567   MT  1.00002003   +0 04 50.9
 GB2462;SPC TN       -   796,123.37  2,009,056.24   sFT  1.00002003   +0 04 50.9
 GB2462;UTM  16      - 4,042,263.497   601,890.219   MT  0.99972790   +0 40 38.3
 GB2462
 GB2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2462!SPC TN       -   0.99995921  x   1.00002003  =   0.99997924
 GB2462!UTM  16      -   0.99995921  x   0.99972790  =   0.99968712
 GB2462
 GB2462:                Primary Azimuth Mark                     Grid Az
 GB2462:SPC TN       -  F 80                                     154 04 31.8
 GB2462:UTM  16      -  F 80                                     153 28 44.4
 GB2462
 GB2462|---------------------------------------------------------------------|
 GB2462| PID    Reference Object                     Distance      Geod. Az  |
 GB2462|                                                           dddmmss.s |
 GB2462| GB1969 F 80                                               1540922.7 |
 GB2462| GB1968 S 82                                122.167 METERS 17706     |
 GB2462| CG6442 RED BOILING RM 1                     38.146 METERS 19059     |
 GB2462| CG6443 RED BOILING RM 2                     12.686 METERS 28420     |
 GB2462|---------------------------------------------------------------------|
 GB2462
 GB2462                          SUPERSEDED SURVEY CONTROL
 GB2462
 GB2462  NAD 83(1995)-  36 31 13.12758(N)    085 51 43.16091(W) AD(       ) 3
 GB2462  NAD 83(1995)-  36 31 13.13517(N)    085 51 43.16549(W) AD(       ) 3
 GB2462  NAD 83(1986)-  36 31 13.13673(N)    085 51 43.16424(W) AD(       ) 3
 GB2462  NAD 27      -  36 31 12.92600(N)    085 51 43.24500(W) AD(       ) 3
 GB2462
 GB2462.Superseded values are not recommended for survey control.
 GB2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2462.See file dsdata.txt to determine how the superseded data were derived.
 GB2462
 GB2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0189042263(NAD 83)
 GB2462_MARKER: DS = TRIANGULATION STATION DISK
 GB2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2462
 GB2462  HISTORY     - Date     Condition        Report By
 GB2462  HISTORY     - 1950     MONUMENTED       CGS
 GB2462
 GB2462                          STATION DESCRIPTION
 GB2462
 GB2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2462'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF RED BOILING SPRINGS
 GB2462'AND 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 52 AND 56 ON
 GB2462'PROPERTY OWNED BY MR. JENKINS.  IT IS 45 FEET SOUTHEAST OF THE
 GB2462'NORTHEAST CORNER OF MR. JENKINS HOUSE, 42 FEET EAST OF THE
 GB2462'SOUTHEAST CORNER OF THE HOUSE AND 11 FEET SOUTHEAST OF A 12 INCH
 GB2462'LOCUST TREE.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF
 GB2462'THE GROUND AND THE DISK IS STAMPED RED BOILING 1950.
 GB2462'
 GB2462'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GB2462'52, 4 FEET SOUTHEAST OF A 10 INCH CEDAR TREE AND 3 FEET NORTHWEST
 GB2462'OF A WHITE WITNESS POST.  THE MARK IS ABOUT 2 INCHES BELOW THE
 GB2462'SURFACE OF THE GROUND AND THE DISK IS STAMPED RED BOILING NO 1
 GB2462'1950.
 GB2462'
 GB2462'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF THE FRONT CONCRETE PORCH
 GB2462'OF THE HOUSE AND 3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GB2462'HOUSE.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND
 GB2462'AND THE DISK IS STAMPED RED BOILING NO 2 1950.
 GB2462'
 GB2462'S 82 (USC AND GS) BM IS 95 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB2462'A RED BRICK HOUSE, 27 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 52 AND
 GB2462'5 FEET SOUTH OF A FENCE LINE. THE MARK IS A 8X8 INCH CONCRETE POST
 GB2462'THAT PROJECTS ABOUT 6 INCHES WITH A STANDARD USC AND GS BENCH MARK
 GB2462'DISK STAMPED S 82 1935.
 GB2462'
 GB2462'F 80 (USC AND GS) BM IS 151 FEET SOUTH OF THE JUNCTION OF STATE
 GB2462'HIGHWAYS 52 AND 56 AND WAS USED AS AN AZIMUTH MARK. IT IS 23 FEET
 GB2462'WEST OF THE CENTER OF HIGHWAY 56 AND 5 FEET NORTHEAST OF A WHITE
 GB2462'WITNESS POST. THE MARK IS AN 8X8 INCH CONCRETE POST THAT
 GB2462'PROJECTS ABOUT 6 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK
 GB2462'STAMPED F 80 1935.
 GB2462'
 GB2462'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 56
 GB2462'ABOUT 1.5 MILES SOUTHWEST OF RED BOILING SPRINGS, GO WEST ON HIGHWAY
 GB2462'52 FOR 0.1 MILE TO A CURVE RIGHT AND S 82 (USC AND GS) BM ON THE LEFT
 GB2462'AS DESCRIBED, CONTINUE ON HIGHWAY 52 FOR 0.05 MILE TO A CURVE LEFT
 GB2462'AND MR. JENKINS HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 GB2462'
 GB2462'MACON VISIBLE FROM THE GROUND.
 GB2462'
 GB2462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1427 ***********************************************************************
 FD1427  DESIGNATION -  RED HILL 2
 FD1427  PID         -  FD1427
 FD1427  STATE/COUNTY-  TN/COFFEE
 FD1427  USGS QUAD   -  MANCHESTER (1972)
 FD1427
 FD1427                         *CURRENT SURVEY CONTROL
 FD1427  ___________________________________________________________________
 FD1427* NAD 83(1995)-  35 27 24.42536(N)    086 03 02.07583(W)     ADJUSTED  
 FD1427* NAVD 88     -       328.92   (meters)    1079.1    (feet)  RESET     
 FD1427  ___________________________________________________________________
 FD1427  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FD1427  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD1427
 FD1427  HORZ ORDER  -  THIRD
 FD1427  VERT ORDER  -  THIRD
 FD1427
 FD1427.The horizontal coordinates were established by classical geodetic methods
 FD1427.and adjusted by the National Geodetic Survey in April 1999..
 FD1427.No horizontal observational check was made to the station.
 FD1427
 FD1427.The orthometric height was computed from unverified reset data.
 FD1427
 FD1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1427
 FD1427.The geoid height was determined by GEOID03.
 FD1427
 FD1427;                    North         East     Units Scale Factor Converg.
 FD1427;SPC TN       -   124,647.529   595,408.896   MT  0.99996995   -0 01 46.6
 FD1427;SPC TN       -   408,947.77  1,953,437.35   sFT  0.99996995   -0 01 46.6
 FD1427;UTM  16      - 3,924,114.771   586,153.545   MT  0.99969147   +0 33 02.8
 FD1427
 FD1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1427!SPC TN       -   0.99995290  x   0.99996995  =   0.99992285
 FD1427!UTM  16      -   0.99995290  x   0.99969147  =   0.99964439
 FD1427
 FD1427|---------------------------------------------------------------------|
 FD1427| PID    Reference Object                     Distance      Geod. Az  |
 FD1427|                                                           dddmmss.s |
 FD1427| CG6444 RED HILL 2 RM 3                      10.013 METERS 08222     |
 FD1427| CG6445 RED HILL 2 RM 4                      10.324 METERS 17232     |
 FD1427| FD0262 RED HILL AZ MK                                     2982113.1 |
 FD1427| FD0260 RED HILL                             29.804 METERS 31540     |
 FD1427|---------------------------------------------------------------------|
 FD1427
 FD1427                          SUPERSEDED SURVEY CONTROL
 FD1427
 FD1427  NAD 83(1995)-  35 27 24.43278(N)    086 03 02.07699(W) AD(       ) 3
 FD1427  NAD 83(1995)-  35 27 24.43245(N)    086 03 02.07726(W) AD(       ) 3
 FD1427  NAD 83(1995)-  35 27 24.43253(N)    086 03 02.07631(W) AD(       ) 3
 FD1427  NAD 83(1986)-  35 27 24.43575(N)    086 03 02.07426(W) AD(       ) 3
 FD1427  NAD 27      -  35 27 24.15740(N)    086 03 02.11700(W) AD(       ) 3
 FD1427  NGVD 29 (07/19/86)  328.91   (m)         1079.1    (f) LEVELING    3  
 FD1427
 FD1427.Superseded values are not recommended for survey control.
 FD1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1427.See file dsdata.txt to determine how the superseded data were derived.
 FD1427
 FD1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8615424115(NAD 83)
 FD1427_MARKER: DS = TRIANGULATION STATION DISK
 FD1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1427
 FD1427  HISTORY     - Date     Condition        Report By
 FD1427  HISTORY     - 1964     MONUMENTED       CGS
 FD1427  HISTORY     - 1972     SEE DESCRIPTION  TVA
 FD1427  HISTORY     - 1975     MARK NOT FOUND   NGS
 FD1427
 FD1427                          STATION DESCRIPTION
 FD1427
 FD1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FD1427'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF MANCHESTER AND
 FD1427'JUST PAST THE POINT WHERE
 FD1427'INTERSTATE ROUTE 24 PASSES OVER U S HIGHWAY 41 AND
 FD1427'JUST OUTSIDE THE FENCE WHERE THE
 FD1427'HIGHWAYS RIGHT-OF-WAYS JUNCTION.
 FD1427'
 FD1427'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD1427'ROUTE 55 IN THE SOUTH PART
 FD1427'OF MANCHESTER, GO SOUTHEAST ON U S HIGHWAY 41 FOR 1.95
 FD1427'MILES TO THE AZIMUTH MARK ON THE
 FD1427'LEFT IN THE HEADWALL OF A CULVERT AS
 FD1427'DESCRIBED.  CONTINUE ON U S HIGHWAY 41 FOR 0.25
 FD1427'MILE TO A POINT JUST
 FD1427'AFTER PASSING UNDER THE INTERSTATE ROUTE 24 OVERPASS AND THE
 FD1427'STATION ON THE
 FD1427'RIGHT JUST OUTSIDE OF FENCES.
 FD1427'
 FD1427'THE STATION IS 79 FEET SOUTH OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD1427'41, 57 FEET NORTHWEST OF
 FD1427'A SOUTHWEST FENCE CORNER POST, 34 FEET SOUTHWEST OF
 FD1427'A NORTHWEST FENCE CORNER POST, 23
 FD1427'FEET SOUTH OF TELEPHONE POLE NO 70,
 FD1427'13 FEET SOUTHEAST OF A 24-INCH OAK TREE, 8 FEET
 FD1427'SOUTHWEST OF A
 FD1427'12-INCH HICKORY TREE, AND 2.1 FEET NORTHEAST OF A METAL WITNESS
 FD1427'POST AND SIGN.
 FD1427'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD1427'CONCRETE MONUMENT THAT
 FD1427'PROJECTS 3 INCHES AND THE DISK IS STAMPED RED
 FD1427'HILL 2 1964.
 FD1427'
 FD1427'REFERENCE MARK NO 3 IS 61 FEET SOUTH OF THE APPROXIMATE CENTER OF U S
 FD1427'HIGHWAY 41, 30 FEET EAST
 FD1427'OF TELEPHONE POLE NO 70, 15 FEET EAST OF A 14-INCH
 FD1427'OAK TREE, AND 1.6 FEET SOUTHWEST OF
 FD1427'A NORTHWEST FENCE CORNER POST.
 FD1427'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FD1427'SQUARE, CONCRETE
 FD1427'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED RED HILL 2 NO
 FD1427'3 1964.
 FD1427'
 FD1427'REFERENCE MARK NO 4 IS 24 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER
 FD1427'POST, 21 FEET SOUTH OF A
 FD1427'10-INCH OAK TREE, 15 FEET WEST OF THE WEST EDGE OF A
 FD1427'WHITE WOODEN FENCE, AND 14 FEET
 FD1427'NORTHWEST OF AN 18-INCH OAK TREE.  IT
 FD1427'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1427'SQUARE, CONCRETE
 FD1427'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 FD1427'STAMPED RED HILL 2
 FD1427'NO 4 1964.
 FD1427'
 FD1427'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF A WIRE FENCE, 24 FEET
 FD1427'NORTHEAST OF THE APPROXIMATE
 FD1427'CENTER OF U S HIGHWAY 41, 1.8 FEET NORTH OF A HIGHWAY
 FD1427'WARNING SIGN WITH A METAL
 FD1427'WITNESS SIGN ATTACHED, AND 0.9 OF A FOOT
 FD1427'NORTH OF THE SOUTH END OF THE CULVERT
 FD1427'HEADWALL.  IT IS A STANDARD
 FD1427'DISK CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL OF A
 FD1427'CONCRETE
 FD1427'CULVERT UNDER U S HIGHWAY 41 AND THE DISK IS STAMPED RED HILL 1962.
 FD1427'
 FD1427'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 FD1427'
 FD1427'NOTE-THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION RED
 FD1427'HILL 1962 (NOW
 FD1427'DESTROYED) AND RED HILL 2 1964 IS 97.79 FEET AND 29.806 METERS.
 FD1427
 FD1427                          STATION RECOVERY (1972)
 FD1427
 FD1427'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (L)
 FD1427'RED HILL 2 AND REFERENCE AND AZ BELIEVED DESTROYED BY INTERSTATE
 FD1427'CONSTRUCTION.
 FD1427'
 FD1427'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI SOUTHEAST
 FD1427'AT MANCHESTER.
 FD1427
 FD1427                          STATION RECOVERY (1975)
 FD1427
 FD1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1427'AN EXTENSIVE SEARCH WAS MADE FOR THE STATION, REFERENCE MARKS AND THE
 FD1427'AZIMUTH MARK BUT NOTHING WAS FOUND.  THE SITE IS A DEVELOPED
 FD1427'INTERCHANGE OF THE INTERSTATE HIGHWAY AND THE MARKS ARE ASSUMED TO
 FD1427'HAVE BEEN DESTROYED BY GRADING.
 FD1427'
 FD1427'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FD1427'SOUTHEAST OF MANCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0262 ***********************************************************************
 FD0262  DESIGNATION -  RED HILL AZ MK
 FD0262  PID         -  FD0262
 FD0262  STATE/COUNTY-  TN/COFFEE
 FD0262  USGS QUAD   -  MANCHESTER (1972)
 FD0262
 FD0262                         *CURRENT SURVEY CONTROL
 FD0262  ___________________________________________________________________
 FD0262* NAD 83(1986)-  35 27 31.     (N)    086 03 19.     (W)     SCALED    
 FD0262* NAVD 88     -       324.538  (meters)    1064.76   (feet)  ADJUSTED  
 FD0262  ___________________________________________________________________
 FD0262  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0262  DYNAMIC HT  -         324.227 (meters)    1063.73  (feet)  COMP
 FD0262  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 FD0262
 FD0262  VERT ORDER  -  SECOND    CLASS 0
 FD0262
 FD0262.The horizontal coordinates were scaled from a topographic map and have
 FD0262.an estimated accuracy of +/- 6 seconds.
 FD0262
 FD0262.The orthometric height was determined by differential leveling
 FD0262.and adjusted by the National Geodetic Survey in June 1991..
 FD0262
 FD0262.The geoid height was determined by GEOID03.
 FD0262
 FD0262.The dynamic height is computed by dividing the NAVD 88
 FD0262.geopotential number by the normal gravity value computed on the
 FD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0262.degrees latitude (g = 980.6199 gals.).
 FD0262
 FD0262.The modeled gravity was interpolated from observed gravity values.
 FD0262
 FD0262;                    North         East    Units  Estimated Accuracy
 FD0262;SPC TN       -   124,850.      594,980.      MT  (+/- 180 meters Scaled)
 FD0262
 FD0262                          SUPERSEDED SURVEY CONTROL
 FD0262
 FD0262  NGVD 29 (??/??/92)  324.533  (m)         1064.74   (f) ADJ UNCH    2 0
 FD0262
 FD0262.Superseded values are not recommended for survey control.
 FD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0262.See file dsdata.txt to determine how the superseded data were derived.
 FD0262
 FD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE857243(NAD 83)
 FD0262_MARKER: DZ = AZIMUTH MARK DISK
 FD0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0262_SP_SET: CULVERT
 FD0262_STAMPING: RED HILL 1962
 FD0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0262
 FD0262  HISTORY     - Date     Condition        Report By
 FD0262  HISTORY     - 1962     MONUMENTED       CGS
 FD0262
 FD0262                          STATION DESCRIPTION
 FD0262
 FD0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD0262'1.6 MI SE FROM MANCHESTER.
 FD0262'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 FD0262'ROUTE 55 IN THE SOUTH PART OF MANCHESTER, GO SOUTHEAST ON U.S.
 FD0262'HIGHWAY 41 FOR 1.6 MILES TO THE MARK DRILLED IN THE SOUTH END OF
 FD0262'A PIPE CULVERT, 25 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 FD0262'41, 1.8 FEET NORTH OF A WARNING POST AND A WITNESS SIGN AND ONE
 FD0262'FOOT NORTH OF THE SOUTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0259 ***********************************************************************
 FD0259  DESIGNATION -  RED HILL RM 2
 FD0259  PID         -  FD0259
 FD0259  STATE/COUNTY-  TN/COFFEE
 FD0259  USGS QUAD   -  MANCHESTER (1972)
 FD0259
 FD0259                         *CURRENT SURVEY CONTROL
 FD0259  ___________________________________________________________________
 FD0259* NAD 83(1986)-  35 27 24.     (N)    086 03 02.     (W)     SCALED    
 FD0259* NAVD 88     -       328.657  (meters)    1078.27   (feet)  ADJUSTED  
 FD0259  ___________________________________________________________________
 FD0259  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0259  DYNAMIC HT  -         328.342 (meters)    1077.24  (feet)  COMP
 FD0259  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 FD0259
 FD0259  VERT ORDER  -  SECOND    CLASS 0
 FD0259
 FD0259.The horizontal coordinates were scaled from a topographic map and have
 FD0259.an estimated accuracy of +/- 6 seconds.
 FD0259
 FD0259.The orthometric height was determined by differential leveling
 FD0259.and adjusted by the National Geodetic Survey in June 1991..
 FD0259
 FD0259.The geoid height was determined by GEOID03.
 FD0259
 FD0259.The dynamic height is computed by dividing the NAVD 88
 FD0259.geopotential number by the normal gravity value computed on the
 FD0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0259.degrees latitude (g = 980.6199 gals.).
 FD0259
 FD0259.The modeled gravity was interpolated from observed gravity values.
 FD0259
 FD0259;                    North         East    Units  Estimated Accuracy
 FD0259;SPC TN       -   124,630.      595,410.      MT  (+/- 180 meters Scaled)
 FD0259
 FD0259                          SUPERSEDED SURVEY CONTROL
 FD0259
 FD0259  NGVD 29 (??/??/92)  328.652  (m)         1078.25   (f) ADJ UNCH    2 0
 FD0259
 FD0259.Superseded values are not recommended for survey control.
 FD0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0259.See file dsdata.txt to determine how the superseded data were derived.
 FD0259
 FD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE861241(NAD 83)
 FD0259_MARKER: DR = REFERENCE MARK DISK
 FD0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0259_STAMPING: RED HILL NO 2 1962
 FD0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0259+STABILITY: SURFACE MOTION
 FD0259
 FD0259  HISTORY     - Date     Condition        Report By
 FD0259  HISTORY     - 1962     MONUMENTED       CGS
 FD0259
 FD0259                          STATION DESCRIPTION
 FD0259
 FD0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD0259'1.9 MI SE FROM MANCHESTER.
 FD0259'AT THE RED HILL STATION SITE, 79.7 FEET SOUTHEAST OF THE STATION
 FD0259'MARK, 59 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, 21
 FD0259'FEET SOUTHEAST OF A TELEPHONE POLE WITH A WHITE METAL BOX, AND 1
 FD0259'FOOT NORTHEAST OF A WIRE FENCE.  A STANDARD REFERENCE MARK DISK
 FD0259'SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2077 ***********************************************************************
 GA2077  DESIGNATION -  RED RM 1
 GA2077  PID         -  GA2077
 GA2077  STATE/COUNTY-  TN/GREENE
 GA2077  USGS QUAD   -  MOHAWK (1980)
 GA2077
 GA2077                         *CURRENT SURVEY CONTROL
 GA2077  ___________________________________________________________________
 GA2077* NAD 83(1986)-  36 11 50.     (N)    083 07 16.     (W)     SCALED    
 GA2077* NAVD 88     -       377.843  (meters)    1239.64   (feet)  ADJUSTED  
 GA2077  ___________________________________________________________________
 GA2077  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2077  DYNAMIC HT  -         377.496 (meters)    1238.50  (feet)  COMP
 GA2077  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2077
 GA2077  VERT ORDER  -  SECOND    CLASS 0
 GA2077
 GA2077.The horizontal coordinates were scaled from a topographic map and have
 GA2077.an estimated accuracy of +/- 6 seconds.
 GA2077
 GA2077.The orthometric height was determined by differential leveling
 GA2077.and adjusted by the National Geodetic Survey in June 1991..
 GA2077
 GA2077.The geoid height was determined by GEOID03.
 GA2077
 GA2077.The dynamic height is computed by dividing the NAVD 88
 GA2077.geopotential number by the normal gravity value computed on the
 GA2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2077.degrees latitude (g = 980.6199 gals.).
 GA2077
 GA2077.The modeled gravity was interpolated from observed gravity values.
 GA2077
 GA2077;                    North         East    Units  Estimated Accuracy
 GA2077;SPC TN       -   210,610.      858,880.      MT  (+/- 180 meters Scaled)
 GA2077
 GA2077                          SUPERSEDED SURVEY CONTROL
 GA2077
 GA2077  NGVD 29 (??/??/92)  377.993  (m)         1240.13   (f) ADJ UNCH    2 0
 GA2077
 GA2077.Superseded values are not recommended for survey control.
 GA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2077.See file dsdata.txt to determine how the superseded data were derived.
 GA2077
 GA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA092079(NAD 83)
 GA2077_MARKER: DR = REFERENCE MARK DISK
 GA2077_SETTING: 66 = SET IN ROCK OUTCROP
 GA2077_SP_SET: BEDROCK OUTCROP
 GA2077_STAMPING: RED NO 1 1961
 GA2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2077+STABILITY: POSITION/ELEVATION WELL
 GA2077
 GA2077  HISTORY     - Date     Condition        Report By
 GA2077  HISTORY     - 1961     MONUMENTED       CGS
 GA2077  HISTORY     - 1980     GOOD             NGS
 GA2077
 GA2077                          STATION DESCRIPTION
 GA2077
 GA2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2077'5 MI W FROM MOHAWK.
 GA2077'THIS MARK IS LOCATED AT THE RED 1961 STATION SITE, 73.5 FT.
 GA2077'NORTHEAST OF THE STATION MARK AND IS ABOUT 3 FT. LOWER THAN
 GA2077'THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA2077'BED ROCK.  NOTE-- SEE DESCR. FOR STATION RED.
 GA2077
 GA2077                          STATION RECOVERY (1980)
 GA2077
 GA2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1872 ***********************************************************************
 GB1872  DESIGNATION -  RED RM 1
 GB1872  PID         -  GB1872
 GB1872  STATE/COUNTY-  TN/PUTNAM
 GB1872  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1872
 GB1872                         *CURRENT SURVEY CONTROL
 GB1872  ___________________________________________________________________
 GB1872* NAD 83(1986)-  36 12 46.     (N)    085 31 05.     (W)     SCALED    
 GB1872* NAVD 88     -       351.901  (meters)    1154.53   (feet)  ADJUSTED  
 GB1872  ___________________________________________________________________
 GB1872  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1872  DYNAMIC HT  -         351.588 (meters)    1153.50  (feet)  COMP
 GB1872  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1872
 GB1872  VERT ORDER  -  SECOND    CLASS 0
 GB1872
 GB1872.The horizontal coordinates were scaled from a topographic map and have
 GB1872.an estimated accuracy of +/- 6 seconds.
 GB1872
 GB1872.The orthometric height was determined by differential leveling
 GB1872.and adjusted by the National Geodetic Survey in June 1991..
 GB1872
 GB1872.The geoid height was determined by GEOID03.
 GB1872
 GB1872.The dynamic height is computed by dividing the NAVD 88
 GB1872.geopotential number by the normal gravity value computed on the
 GB1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1872.degrees latitude (g = 980.6199 gals.).
 GB1872
 GB1872.The modeled gravity was interpolated from observed gravity values.
 GB1872
 GB1872;                    North         East    Units  Estimated Accuracy
 GB1872;SPC TN       -   208,630.      643,340.      MT  (+/- 180 meters Scaled)
 GB1872
 GB1872                          SUPERSEDED SURVEY CONTROL
 GB1872
 GB1872  NGVD 29 (??/??/92)  351.980  (m)         1154.79   (f) ADJ UNCH    2 0
 GB1872
 GB1872.Superseded values are not recommended for survey control.
 GB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1872.See file dsdata.txt to determine how the superseded data were derived.
 GB1872
 GB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF332085(NAD 83)
 GB1872_MARKER: DR = REFERENCE MARK DISK
 GB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1872_STAMPING: RED RM-1 1966
 GB1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1872+STABILITY: SURFACE MOTION
 GB1872
 GB1872  HISTORY     - Date     Condition        Report By
 GB1872  HISTORY     - 1966     MONUMENTED       TNHD
 GB1872
 GB1872                          STATION DESCRIPTION
 GB1872
 GB1872'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1872'3.5 MI N FROM COOKEVILLE.
 GB1872'AT THE RED 1966 STATION SITE, 29.98 FEET NORTH OF THE STATION
 GB1872'MARK, 23 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GB1872'AND 1 FOOT WEST OF A FENCE.  THE DISK IS SET IN THE TOP OF A
 GB1872'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2078 ***********************************************************************
 GA2078  DESIGNATION -  RED RM 2
 GA2078  PID         -  GA2078
 GA2078  STATE/COUNTY-  TN/GREENE
 GA2078  USGS QUAD   -  MOHAWK (1980)
 GA2078
 GA2078                         *CURRENT SURVEY CONTROL
 GA2078  ___________________________________________________________________
 GA2078* NAD 83(1986)-  36 11 50.     (N)    083 07 16.     (W)     SCALED    
 GA2078* NAVD 88     -       378.192  (meters)    1240.78   (feet)  ADJUSTED  
 GA2078  ___________________________________________________________________
 GA2078  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2078  DYNAMIC HT  -         377.846 (meters)    1239.65  (feet)  COMP
 GA2078  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2078
 GA2078  VERT ORDER  -  SECOND    CLASS 0
 GA2078
 GA2078.The horizontal coordinates were scaled from a topographic map and have
 GA2078.an estimated accuracy of +/- 6 seconds.
 GA2078
 GA2078.The orthometric height was determined by differential leveling
 GA2078.and adjusted by the National Geodetic Survey in June 1991..
 GA2078
 GA2078.The geoid height was determined by GEOID03.
 GA2078
 GA2078.The dynamic height is computed by dividing the NAVD 88
 GA2078.geopotential number by the normal gravity value computed on the
 GA2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2078.degrees latitude (g = 980.6199 gals.).
 GA2078
 GA2078.The modeled gravity was interpolated from observed gravity values.
 GA2078
 GA2078;                    North         East    Units  Estimated Accuracy
 GA2078;SPC TN       -   210,610.      858,880.      MT  (+/- 180 meters Scaled)
 GA2078
 GA2078                          SUPERSEDED SURVEY CONTROL
 GA2078
 GA2078  NGVD 29 (??/??/92)  378.343  (m)         1241.28   (f) ADJ UNCH    2 0
 GA2078
 GA2078.Superseded values are not recommended for survey control.
 GA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2078.See file dsdata.txt to determine how the superseded data were derived.
 GA2078
 GA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA092079(NAD 83)
 GA2078_MARKER: DR = REFERENCE MARK DISK
 GA2078_SETTING: 66 = SET IN ROCK OUTCROP
 GA2078_SP_SET: BEDROCK OUTCROP
 GA2078_STAMPING: RED NO 2 1961
 GA2078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2078+STABILITY: POSITION/ELEVATION WELL
 GA2078
 GA2078  HISTORY     - Date     Condition        Report By
 GA2078  HISTORY     - 1961     MONUMENTED       CGS
 GA2078  HISTORY     - 1980     GOOD             NGS
 GA2078
 GA2078                          STATION DESCRIPTION
 GA2078
 GA2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2078'5 MI W FROM MOHAWK.
 GA2078'THIS MARK IS LOCATED AT THE RED 1961 STATION SITE, 106 FT.
 GA2078'SOUTHWEST OF THE STATION MARK AND IS ABOUT 4 FT. LOWER THAN THE
 GA2078'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA2078'BED ROCK.  NOTE-- SEE DESCR. FOR STATION RED.
 GA2078
 GA2078                          STATION RECOVERY (1980)
 GA2078
 GA2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1870 ***********************************************************************
 GB1870  DESIGNATION -  RED RM 2
 GB1870  PID         -  GB1870
 GB1870  STATE/COUNTY-  TN/PUTNAM
 GB1870  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1870
 GB1870                         *CURRENT SURVEY CONTROL
 GB1870  ___________________________________________________________________
 GB1870* NAD 83(1986)-  36 12 46.     (N)    085 31 05.     (W)     SCALED    
 GB1870* NAVD 88     -       353.045  (meters)    1158.28   (feet)  ADJUSTED  
 GB1870  ___________________________________________________________________
 GB1870  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB1870  DYNAMIC HT  -         352.731 (meters)    1157.25  (feet)  COMP
 GB1870  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1870
 GB1870  VERT ORDER  -  SECOND    CLASS 0
 GB1870
 GB1870.The horizontal coordinates were scaled from a topographic map and have
 GB1870.an estimated accuracy of +/- 6 seconds.
 GB1870
 GB1870.The orthometric height was determined by differential leveling
 GB1870.and adjusted by the National Geodetic Survey in June 1991..
 GB1870
 GB1870.The geoid height was determined by GEOID03.
 GB1870
 GB1870.The dynamic height is computed by dividing the NAVD 88
 GB1870.geopotential number by the normal gravity value computed on the
 GB1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1870.degrees latitude (g = 980.6199 gals.).
 GB1870
 GB1870.The modeled gravity was interpolated from observed gravity values.
 GB1870
 GB1870;                    North         East    Units  Estimated Accuracy
 GB1870;SPC TN       -   208,630.      643,340.      MT  (+/- 180 meters Scaled)
 GB1870
 GB1870                          SUPERSEDED SURVEY CONTROL
 GB1870
 GB1870  NGVD 29 (??/??/92)  353.124  (m)         1158.54   (f) ADJ UNCH    2 0
 GB1870
 GB1870.Superseded values are not recommended for survey control.
 GB1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1870.See file dsdata.txt to determine how the superseded data were derived.
 GB1870
 GB1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF332085(NAD 83)
 GB1870_MARKER: DR = REFERENCE MARK DISK
 GB1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1870_STAMPING: RED RM-2 1966
 GB1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1870+STABILITY: SURFACE MOTION
 GB1870
 GB1870  HISTORY     - Date     Condition        Report By
 GB1870  HISTORY     - 1966     MONUMENTED       TNHD
 GB1870
 GB1870                          STATION DESCRIPTION
 GB1870
 GB1870'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1870'3.5 MI N FROM COOKEVILLE.
 GB1870'AT THE RED 1966 STATION SITE, 34.82 FEET SOUTH OF THE STATION
 GB1870'MARK, 23 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GB1870'AND 1 FOOT WEST OF A FENCE.  THE DISK IS SET IN THE TOP OF A
 GB1870'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1433 ***********************************************************************
 FD1433  DESIGNATION -  REDFERN
 FD1433  PID         -  FD1433
 FD1433  STATE/COUNTY-  TN/COFFEE
 FD1433  USGS QUAD   -  TULLAHOMA (1982)
 FD1433
 FD1433                         *CURRENT SURVEY CONTROL
 FD1433  ___________________________________________________________________
 FD1433* NAD 83(1995)-  35 21 52.05910(N)    086 08 54.31194(W)     ADJUSTED  
 FD1433* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 FD1433  ___________________________________________________________________
 FD1433  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FD1433  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD1433
 FD1433  HORZ ORDER  -  SECOND
 FD1433
 FD1433.The horizontal coordinates were established by classical geodetic methods
 FD1433.and adjusted by the National Geodetic Survey in April 1999..
 FD1433
 FD1433.The orthometric height was scaled from a topographic map.
 FD1433
 FD1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1433
 FD1433.The geoid height was determined by GEOID03.
 FD1433
 FD1433;                    North         East     Units Scale Factor Converg.
 FD1433;SPC TN       -   114,413.651   586,511.613   MT  0.99998177   -0 05 12.8
 FD1433;SPC TN       -   375,372.12  1,924,246.85   sFT  0.99998177   -0 05 12.8
 FD1433;UTM  16      - 3,913,794.369   577,362.903   MT  0.99967376   +0 29 34.4
 FD1433
 FD1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1433!SPC TN       -   0.99995114  x   0.99998177  =   0.99993291
 FD1433!UTM  16      -   0.99995114  x   0.99967376  =   0.99962492
 FD1433
 FD1433|---------------------------------------------------------------------|
 FD1433| PID    Reference Object                     Distance      Geod. Az  |
 FD1433|                                                           dddmmss.s |
 FD1433| CG6446 REDFERN RM 1                         40.874 METERS 04508     |
 FD1433| CG6447 REDFERN RM 2                         43.266 METERS 13815     |
 FD1433| FD1435 TULLAHOMA BLACK WATER TANK          APPROX. 3.4 KM 2521431.6 |
 FD1433| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX. 5.5 KM 2665429.9 |
 FD1433| FD1436 TULLAHOMA CAMPBELL AND DANN TK      APPROX. 6.4 KM 2783300.1 |
 FD1433|---------------------------------------------------------------------|
 FD1433
 FD1433                          SUPERSEDED SURVEY CONTROL
 FD1433
 FD1433  NAD 83(1995)-  35 21 52.06508(N)    086 08 54.31070(W) AD(       ) 2
 FD1433  NAD 83(1995)-  35 21 52.06503(N)    086 08 54.31043(W) AD(       ) 2
 FD1433  NAD 83(1995)-  35 21 52.06790(N)    086 08 54.31334(W) AD(       ) 2
 FD1433  NAD 83(1986)-  35 21 52.07090(N)    086 08 54.31125(W) AD(       ) 2
 FD1433  NAD 27      -  35 21 51.78700(N)    086 08 54.35100(W) AD(       ) 2
 FD1433
 FD1433.Superseded values are not recommended for survey control.
 FD1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1433.See file dsdata.txt to determine how the superseded data were derived.
 FD1433
 FD1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7736313794(NAD 83)
 FD1433_MARKER: DS = TRIANGULATION STATION DISK
 FD1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1433
 FD1433  HISTORY     - Date     Condition        Report By
 FD1433  HISTORY     - 1934     MONUMENTED       CGS
 FD1433
 FD1433                          STATION DESCRIPTION
 FD1433
 FD1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1433'ABOUT 3.4 MILES EAST OF TULLAHOMA.  TO REACH FROM TULLAHOMA, TAKE
 FD1433'COUNTY ROAD EAST
 FD1433'FROM STATE ROUTE 55 AT POINT 0.3 MILE NORTHEAST OF
 FD1433'RAILROAD STATION AND GO ABOUT 1
 FD1433'MILE, TURN NORTH ON GRAVEL T-ROAD, GO
 FD1433'1.25 MILES, TURN EAST ON DIM WOODS ROAD, AND GO
 FD1433'1.65 MILES TO SLIGHT
 FD1433'RISE IN GROUND AND STATION SITE.  STATION IS ON HIGHEST POINT OF
 FD1433'FLAT-TOPPED
 FD1433'HIGH GROUND, NEAR EAST END OF RISE, 59 FEET
 FD1433'NORTH-NORTHEAST OF 28-INCH OAK
 FD1433'TREE WITH TRIANGULAR BLAZE, 40 FEET
 FD1433'NORTHEAST OF CENTER OF DIM WOODS ROAD, AND 29
 FD1433'FEET WEST OF 28-INCH
 FD1433'OAK STUMP.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FD1433'STATION MARKS IN
 FD1433'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1433'STANDARD REFERENCE DISKS IN
 FD1433'CONCRETE.  NO 1 IS 20 FEET
 FD1433'NORTHWEST OF 6-INCH PERSIMMON TREE AND 134.10
 FD1433'FEET FROM STATION
 FD1433'N 45 DEG 08 MIN E.  NO 2 IS DOWN SLIGHT SLOPE OF GROUND TO
 FD1433'SOUTHEAST, 15
 FD1433'FEET NORTHWEST OF 8-INCH OAK TREE, AND 141.95 FEET
 FD1433'(SLOPE DISTANCE) FROM STATION
 FD1433'S 41 DEG 45 MIN E.  DISTANCE
 FD1433'BETWEEN NO 1 AND NO 2 IS 201.97 FEET (SLOPE
 FD1433'DISTANCE).  AZIMUTH MARK
 FD1433'IS 50 FEET WEST-SOUTHWEST OF LEANING 10-INCH OAK, IN SMALL
 FD1433'CLEARING ON
 FD1433'SUMMIT OF SLIGHT KNOLL TO NORTHWEST OF STATION, AND 350 YARDS FROM
 FD1433'STATION N 50 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1378 ***********************************************************************
 FB1378  DESIGNATION -  REED
 FB1378  PID         -  FB1378
 FB1378  STATE/COUNTY-  TN/COCKE
 FB1378  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1378
 FB1378                         *CURRENT SURVEY CONTROL
 FB1378  ___________________________________________________________________
 FB1378* NAD 83(1995)-  35 59 04.73043(N)    083 16 50.42664(W)     ADJUSTED  
 FB1378* NAVD 88     -       362.077  (meters)    1187.91   (feet)  ADJUSTED  
 FB1378  ___________________________________________________________________
 FB1378  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FB1378  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FB1378  DYNAMIC HT  -         361.737 (meters)    1186.80  (feet)  COMP
 FB1378  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FB1378
 FB1378  HORZ ORDER  -  SECOND
 FB1378  VERT ORDER  -  SECOND    CLASS 0
 FB1378
 FB1378.The horizontal coordinates were established by classical geodetic methods
 FB1378.and adjusted by the National Geodetic Survey in April 1999..
 FB1378
 FB1378.The orthometric height was determined by differential leveling
 FB1378.and adjusted by the National Geodetic Survey in June 1991..
 FB1378
 FB1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1378
 FB1378.The geoid height was determined by GEOID03.
 FB1378
 FB1378.The dynamic height is computed by dividing the NAVD 88
 FB1378.geopotential number by the normal gravity value computed on the
 FB1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1378.degrees latitude (g = 980.6199 gals.).
 FB1378
 FB1378.The modeled gravity was interpolated from observed gravity values.
 FB1378
 FB1378;                    North         East     Units Scale Factor Converg.
 FB1378;SPC TN       -   186,618.595   845,188.607   MT  0.99995184   +1 35 31.2
 FB1378;SPC TN       -   612,264.51  2,772,922.95   sFT  0.99995184   +1 35 31.2
 FB1378;UTM  17      - 3,984,650.780   294,391.482   MT  1.00012093   -1 20 25.9
 FB1378
 FB1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1378!SPC TN       -   0.99994802  x   0.99995184  =   0.99989986
 FB1378!UTM  17      -   0.99994802  x   1.00012093  =   1.00006894
 FB1378
 FB1378|---------------------------------------------------------------------|
 FB1378| PID    Reference Object                     Distance      Geod. Az  |
 FB1378|                                                           dddmmss.s |
 FB1378| CZ4520 REED RM 1                             4.338 METERS 03924     |
 FB1378| FB1377 REED RM 2                             8.110 METERS 31726     |
 FB1378| GA2097 SEEHORN                             APPROX. 3.8 KM 3380607.5 |
 FB1378|---------------------------------------------------------------------|
 FB1378
 FB1378                          SUPERSEDED SURVEY CONTROL
 FB1378
 FB1378  NAD 83(1995)-  35 59 04.73580(N)    083 16 50.43022(W) AD(       ) 2
 FB1378  NAD 83(1986)-  35 59 04.74059(N)    083 16 50.42970(W) AD(       ) 2
 FB1378  NAD 27      -  35 59 04.39840(N)    083 16 50.84690(W) AD(       ) 2
 FB1378  NGVD 29 (??/??/92)  362.238  (m)         1188.44   (f) ADJ UNCH    2 0
 FB1378
 FB1378.Superseded values are not recommended for survey control.
 FB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1378.See file dsdata.txt to determine how the superseded data were derived.
 FB1378
 FB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9439184651(NAD 83)
 FB1378_MARKER: DE = TRAVERSE STATION DISK
 FB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1378_STAMPING: REED 1961
 FB1378_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1378+STABILITY: SURFACE MOTION
 FB1378
 FB1378  HISTORY     - Date     Condition        Report By
 FB1378  HISTORY     - 1961     MONUMENTED       CGS
 FB1378  HISTORY     - 1961     GOOD             CGS
 FB1378  HISTORY     - 1980     GOOD             NGS
 FB1378
 FB1378                          STATION DESCRIPTION
 FB1378
 FB1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB1378'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF NEWPORT, 4 MILES
 FB1378'SOUTHEAST OF THE INTERSTATE HIGHWAY BRIDGE OVER THE FRENCH
 FB1378'BROAD RIVER AND ALONG THE WEST RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY
 FB1378'40 WHICH IS NOW UNDER CONSTRUCTION.
 FB1378'
 FB1378'TO REACH THE STATION FROM THE SOUTHEAST END OF THE INTERSTATE HIGHWAY
 FB1378'40 BRIDGE OVER THE FRENCH BROAD RIVER, GO SOUTHEAST ON
 FB1378'INTERSTATE HIGHWAY 40 FOR 4.9 MILES TO THE STATION ON THE RIGHT.
 FB1378'
 FB1378'THE STATION IS 21 FEET SOUTH OF THE TOP OF HIGHWAY CUT, 3.8 FEET
 FB1378'NORTHEAST OF A WITNESS POST AND 2 FEET NORTH OF THE
 FB1378'RIGHT-OF-WAY FENCE. THE DISK IS A STANDARD TRAVERSE DISK SET IN A
 FB1378'12-INCH SQUARE CONCRETE MARKER THAT IS FLUSH WITH THE
 FB1378'GROUND AND THE DISK IS STAMPED REED 1961.
 FB1378'
 FB1378'REFERENCE MARK NO. 1 IS 6 FEET SOUTH OF THE TOP OF THE HIGHWAY CUT.
 FB1378'IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FB1378'BEDROCK. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FB1378'REED NO. 1 1961.
 FB1378'
 FB1378'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE HIGHWAY CUT AND 1 FOOT
 FB1378'NORTH OF THE RIGHT-OF-WAY FENCE. THE DISK IS SET IN A 12-INCH SQUARE
 FB1378'CONCRETE MARKER AND IS FLUSH WITH THE GROUND. THE DISK IS STAMPED
 FB1378'REED NO 2 1961.
 FB1378'
 FB1378'TRAVERSE STATION SEEHORN WILL SERVE AS THE AZIMUTH MARK FOR THIS
 FB1378'STATION. SEE DESCRIPTION THEREOF.
 FB1378'
 FB1378'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FB1378
 FB1378                          STATION RECOVERY (1961)
 FB1378
 FB1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB1378'6 MI NW FROM NEWPORT.
 FB1378'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 FB1378'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 1.5
 FB1378'MILES NORTHWEST ON INTERSTATE 40.  THE STATION MARK IS ABOUT 0.15
 FB1378'MILE NORTHWEST OF AN OVERPASS, ON THE CREST OF A CUT ON THE
 FB1378'SOUTHWEST SIDE OF THE HIGHWAY, 21 FT. SOUTH OF THE CUT BANK,
 FB1378'3.8 FT. NORTHEAST OF A WITNESS SIGN, AND 2 FT. NORTH OF A FENCE.
 FB1378'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FB1378'AND IS ABOUT 25 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FB1378
 FB1378                          STATION RECOVERY (1980)
 FB1378
 FB1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FB1378'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED AND IN
 FB1378'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND SHEARED OFF AND GONE.  THE
 FB1378'DISTANCE TO REFERENCE MARK 2 CHECKED.  REFERENCE MARK 3 WAS SET.  THE
 FB1378'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 FB1378'
 FB1378'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND HAS 2
 FB1378'IRON PINS DRIVEN ALONG EACH SIDE.
 FB1378'
 FB1378'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS AND ALSO HAS THE
 FB1378'2 IRON PINS DRIVEN BESIDE IT.
 FB1378'
 FB1378'REFERENCE MARK 3 IS A STANDARD DISK, SET IN A DRILL HOLE IN OUT
 FB1378'CROPPING BEDROCK, STAMPED---REED 1961 NO 3 1979---16 FEET NORTH OF
 FB1378'THE FENCE AND A METAL WITNESS POST AND 7 FEET SOUTH OF THE TOP OF A
 FB1378'CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1377 ***********************************************************************
 FB1377  DESIGNATION -  REED RM 2
 FB1377  PID         -  FB1377
 FB1377  STATE/COUNTY-  TN/COCKE
 FB1377  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1377
 FB1377                         *CURRENT SURVEY CONTROL
 FB1377  ___________________________________________________________________
 FB1377* NAD 83(1986)-  35 59 04.     (N)    083 16 50.     (W)     SCALED    
 FB1377* NAVD 88     -       362.127  (meters)    1188.08   (feet)  ADJUSTED  
 FB1377  ___________________________________________________________________
 FB1377  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FB1377  DYNAMIC HT  -         361.787 (meters)    1186.96  (feet)  COMP
 FB1377  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FB1377
 FB1377  VERT ORDER  -  SECOND    CLASS 0
 FB1377
 FB1377.The horizontal coordinates were scaled from a topographic map and have
 FB1377.an estimated accuracy of +/- 6 seconds.
 FB1377
 FB1377.The orthometric height was determined by differential leveling
 FB1377.and adjusted by the National Geodetic Survey in June 1991..
 FB1377
 FB1377.The geoid height was determined by GEOID03.
 FB1377
 FB1377.The dynamic height is computed by dividing the NAVD 88
 FB1377.geopotential number by the normal gravity value computed on the
 FB1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1377.degrees latitude (g = 980.6199 gals.).
 FB1377
 FB1377.The modeled gravity was interpolated from observed gravity values.
 FB1377
 FB1377;                    North         East    Units  Estimated Accuracy
 FB1377;SPC TN       -   186,600.      845,200.      MT  (+/- 180 meters Scaled)
 FB1377
 FB1377                          SUPERSEDED SURVEY CONTROL
 FB1377
 FB1377  NGVD 29 (??/??/92)  362.288  (m)         1188.61   (f) ADJ UNCH    2 0
 FB1377
 FB1377.Superseded values are not recommended for survey control.
 FB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1377.See file dsdata.txt to determine how the superseded data were derived.
 FB1377
 FB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV944846(NAD 83)
 FB1377_MARKER: DR = REFERENCE MARK DISK
 FB1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1377_STAMPING: REED NO 2 1961
 FB1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1377+STABILITY: SURFACE MOTION
 FB1377
 FB1377  HISTORY     - Date     Condition        Report By
 FB1377  HISTORY     - 1961     MONUMENTED       CGS
 FB1377
 FB1377                          STATION DESCRIPTION
 FB1377
 FB1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1377'6 MI NW FROM NEWPORT.
 FB1377'THIS MARK IS LOCATED AT THE REED 1961 STATION SITE, 26.6 FT.
 FB1377'WEST OF THE STATION MARK, 23 FT. SOUTH OF THE CUT BANK, AND 1
 FB1377'FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB1377'FLUSH WITH THE GROUND AND ABOUT 25 FT. ABOVE THE LEVEL OF THE
 FB1377'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2198 ***********************************************************************
 FB2198  DESIGNATION -  REED RM 3
 FB2198  PID         -  FB2198
 FB2198  STATE/COUNTY-  TN/JEFFERSON
 FB2198  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2198
 FB2198                         *CURRENT SURVEY CONTROL
 FB2198  ___________________________________________________________________
 FB2198* NAD 83(1986)-  35 59 04.     (N)    083 16 50.     (W)     SCALED    
 FB2198* NAVD 88     -       362.40   (meters)    1189.0    (feet)  RESET     
 FB2198  ___________________________________________________________________
 FB2198  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FB2198
 FB2198  VERT ORDER  -  THIRD
 FB2198
 FB2198.The horizontal coordinates were scaled from a topographic map and have
 FB2198.an estimated accuracy of +/- 6 seconds.
 FB2198
 FB2198.The orthometric height was computed from unverified reset data.
 FB2198.No vertical observational check was made to the station.
 FB2198
 FB2198.The geoid height was determined by GEOID03.
 FB2198
 FB2198;                    North         East    Units  Estimated Accuracy
 FB2198;SPC TN       -   186,600.      845,200.      MT  (+/- 180 meters Scaled)
 FB2198
 FB2198                          SUPERSEDED SURVEY CONTROL
 FB2198
 FB2198.No superseded survey control is available for this station.
 FB2198
 FB2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV944846(NAD 83)
 FB2198_MARKER: DR = REFERENCE MARK DISK
 FB2198_SETTING: 66 = SET IN ROCK OUTCROP
 FB2198_SP_SET: SET IN ROCK OUTCROP
 FB2198_STAMPING: REED 1961 NO 3 1979
 FB2198_MARK LOGO: NGS   
 FB2198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2198+STABILITY: POSITION/ELEVATION WELL
 FB2198
 FB2198  HISTORY     - Date     Condition        Report By
 FB2198  HISTORY     - 1980     MONUMENTED       NGS
 FB2198
 FB2198                          STATION DESCRIPTION
 FB2198
 FB2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FB2198'6.0 MI NW FROM NEWPORT.
 FB2198'1.5 MILES NORTHWEST ALONG INTERSTATE 40 FROM THE POINT
 FB2198'WHERE INTERSTATE 40 CROSSES OVER U.S. HIGHWAY 70, ABOUT
 FB2198'4.5 MILES WEST OF NEWPORT, 0.15 MILE NORTHWEST OF AN OVERPASS,
 FB2198'14.2 FEET NORTH OF STATION REED 1961, 16 FEET NORTH OF THE SOUTH
 FB2198'RIGHT-OF-WAY FENCE AND 7 FEET SOUTH OF THE TOP OF HIGHWAY CUT BANK.
 FB2198'THE MARK IS 16 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1115 ***********************************************************************
 FD1115  DESIGNATION -  REESE RM 1
 FD1115  PID         -  FD1115
 FD1115  STATE/COUNTY-  TN/HUMPHREYS
 FD1115  USGS QUAD   -  DANIELS LANDING (1992)
 FD1115
 FD1115                         *CURRENT SURVEY CONTROL
 FD1115  ___________________________________________________________________
 FD1115* NAD 83(1986)-  35 51 47.     (N)    087 54 07.     (W)     SCALED    
 FD1115* NAVD 88     -       179.028  (meters)     587.36   (feet)  ADJUSTED  
 FD1115  ___________________________________________________________________
 FD1115  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1115  DYNAMIC HT  -         178.874 (meters)     586.86  (feet)  COMP
 FD1115  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FD1115
 FD1115  VERT ORDER  -  SECOND    CLASS 0
 FD1115
 FD1115.The horizontal coordinates were scaled from a topographic map and have
 FD1115.an estimated accuracy of +/- 6 seconds.
 FD1115
 FD1115.The orthometric height was determined by differential leveling
 FD1115.and adjusted by the National Geodetic Survey in June 1991..
 FD1115
 FD1115.The geoid height was determined by GEOID03.
 FD1115
 FD1115.The dynamic height is computed by dividing the NAVD 88
 FD1115.geopotential number by the normal gravity value computed on the
 FD1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1115.degrees latitude (g = 980.6199 gals.).
 FD1115
 FD1115.The modeled gravity was interpolated from observed gravity values.
 FD1115
 FD1115;                    North         East    Units  Estimated Accuracy
 FD1115;SPC TN       -   171,390.      428,240.      MT  (+/- 180 meters Scaled)
 FD1115
 FD1115                          SUPERSEDED SURVEY CONTROL
 FD1115
 FD1115  NGVD 29 (??/??/92)  179.062  (m)          587.47   (f) ADJ UNCH    2 0
 FD1115
 FD1115.Superseded values are not recommended for survey control.
 FD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1115.See file dsdata.txt to determine how the superseded data were derived.
 FD1115
 FD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE185691(NAD 83)
 FD1115_MARKER: DR = REFERENCE MARK DISK
 FD1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1115_STAMPING: REESE NO 1 1959
 FD1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1115+STABILITY: SURFACE MOTION
 FD1115
 FD1115  HISTORY     - Date     Condition        Report By
 FD1115  HISTORY     - 1959     MONUMENTED       CGS
 FD1115
 FD1115                          STATION DESCRIPTION
 FD1115
 FD1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1115'8.1 MI SW FROM BUFFALO.
 FD1115'THIS MARK IS LOCATED AT THE REESE 1959 STATION SITE, 78.8 FT.
 FD1115'EAST-NORTHEAST OF THE STATION MARK, 7 FT. EAST OF A 12-INCH
 FD1115'OAK TREE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1115'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1116 ***********************************************************************
 FD1116  DESIGNATION -  REESE RM 2
 FD1116  PID         -  FD1116
 FD1116  STATE/COUNTY-  TN/HUMPHREYS
 FD1116  USGS QUAD   -  DANIELS LANDING (1992)
 FD1116
 FD1116                         *CURRENT SURVEY CONTROL
 FD1116  ___________________________________________________________________
 FD1116* NAD 83(1986)-  35 51 47.     (N)    087 54 07.     (W)     SCALED    
 FD1116* NAVD 88     -       178.467  (meters)     585.52   (feet)  ADJUSTED  
 FD1116  ___________________________________________________________________
 FD1116  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1116  DYNAMIC HT  -         178.314 (meters)     585.02  (feet)  COMP
 FD1116  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FD1116
 FD1116  VERT ORDER  -  SECOND    CLASS 0
 FD1116
 FD1116.The horizontal coordinates were scaled from a topographic map and have
 FD1116.an estimated accuracy of +/- 6 seconds.
 FD1116
 FD1116.The orthometric height was determined by differential leveling
 FD1116.and adjusted by the National Geodetic Survey in June 1991..
 FD1116
 FD1116.The geoid height was determined by GEOID03.
 FD1116
 FD1116.The dynamic height is computed by dividing the NAVD 88
 FD1116.geopotential number by the normal gravity value computed on the
 FD1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1116.degrees latitude (g = 980.6199 gals.).
 FD1116
 FD1116.The modeled gravity was interpolated from observed gravity values.
 FD1116
 FD1116;                    North         East    Units  Estimated Accuracy
 FD1116;SPC TN       -   171,390.      428,240.      MT  (+/- 180 meters Scaled)
 FD1116
 FD1116                          SUPERSEDED SURVEY CONTROL
 FD1116
 FD1116  NGVD 29 (??/??/92)  178.501  (m)          585.63   (f) ADJ UNCH    2 0
 FD1116
 FD1116.Superseded values are not recommended for survey control.
 FD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1116.See file dsdata.txt to determine how the superseded data were derived.
 FD1116
 FD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE185691(NAD 83)
 FD1116_MARKER: DR = REFERENCE MARK DISK
 FD1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1116_STAMPING: REESE NO 2 1959
 FD1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1116+STABILITY: SURFACE MOTION
 FD1116
 FD1116  HISTORY     - Date     Condition        Report By
 FD1116  HISTORY     - 1959     MONUMENTED       CGS
 FD1116
 FD1116                          STATION DESCRIPTION
 FD1116
 FD1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1116'8.1 MI SW FROM BUFFALO.
 FD1116'THIS MARK IS LOCATED AT THE REESE 1959 STATION SITE, 60.1 FT.
 FD1116'SOUTHWEST OF THE STATION MARK, 6 FT. SOUTHEAST OF A 10-INCH
 FD1116'OAK TREE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1116'3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0732 ***********************************************************************
 GD0732  DESIGNATION -  REF 0/1 BOLT
 GD0732  PID         -  GD0732
 GD0732  STATE/COUNTY-  TN/LAKE
 GD0732  USGS QUAD   -  TIPTONVILLE (1981)
 GD0732
 GD0732                         *CURRENT SURVEY CONTROL
 GD0732  ___________________________________________________________________
 GD0732* NAD 83(1986)-  36 22 40.     (N)    089 29 17.     (W)     SCALED    
 GD0732* NAVD 88     -        89.438  (meters)     293.43   (feet)  ADJUSTED  
 GD0732  ___________________________________________________________________
 GD0732  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0732  DYNAMIC HT  -          89.366 (meters)     293.19  (feet)  COMP
 GD0732  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GD0732
 GD0732  VERT ORDER  -  FIRST     CLASS II
 GD0732
 GD0732.The horizontal coordinates were scaled from a topographic map and have
 GD0732.an estimated accuracy of +/- 6 seconds.
 GD0732
 GD0732.The orthometric height was determined by differential leveling
 GD0732.and adjusted by the National Geodetic Survey in June 1991..
 GD0732
 GD0732.The geoid height was determined by GEOID03.
 GD0732
 GD0732.The dynamic height is computed by dividing the NAVD 88
 GD0732.geopotential number by the normal gravity value computed on the
 GD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0732.degrees latitude (g = 980.6199 gals.).
 GD0732
 GD0732.The modeled gravity was interpolated from observed gravity values.
 GD0732
 GD0732;                    North         East    Units  Estimated Accuracy
 GD0732;SPC TN       -   232,410.      287,080.      MT  (+/- 180 meters Scaled)
 GD0732
 GD0732                          SUPERSEDED SURVEY CONTROL
 GD0732
 GD0732  NGVD 29 (??/??/??)   89.355  (m)          293.16   (f) ADJUSTED    1 2
 GD0732
 GD0732.Superseded values are not recommended for survey control.
 GD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0732.See file dsdata.txt to determine how the superseded data were derived.
 GD0732
 GD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF768287(NAD 83)
 GD0732_MARKER: B = BOLT
 GD0732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0732_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0732_STAMPING: R E F 0/1
 GD0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0732
 GD0732  HISTORY     - Date     Condition        Report By
 GD0732  HISTORY     - UNK      MONUMENTED       DOD
 GD0732  HISTORY     - 1957     GOOD             CGS
 GD0732
 GD0732                          STATION DESCRIPTION
 GD0732
 GD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0732'AT TIPTONVILLE.
 GD0732'AT TIPTONVILLE, AT THE INTERSECTION OF SOUTH MAIN STREET AND
 GD0732'CHURCH STREET, 10.5 FEET SOUTH OF THE SOUTH CURB OF CHURCH STREET,
 GD0732'16 FEET EAST OF THE CENTER LINE OF SOUTH MAIN STREET, 2 FEET
 GD0732'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST CONCRETE SIDEWALK, 1
 GD0732'FOOT NORTHWEST OF A POWER LINE POLE, A COPPER BOLT DIRECTLY UNDER
 GD0732'A USE PIPE AND CAP WHICH PROJECTS 1 FOOT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0733 ***********************************************************************
 GD0733  DESIGNATION -  REF 0/1 CAP
 GD0733  PID         -  GD0733
 GD0733  STATE/COUNTY-  TN/LAKE
 GD0733  USGS QUAD   -  TIPTONVILLE (1981)
 GD0733
 GD0733                         *CURRENT SURVEY CONTROL
 GD0733  ___________________________________________________________________
 GD0733* NAD 83(1986)-  36 22 40.     (N)    089 29 17.     (W)     SCALED    
 GD0733* NAVD 88     -        90.653  (meters)     297.42   (feet)  ADJUSTED  
 GD0733  ___________________________________________________________________
 GD0733  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0733  DYNAMIC HT  -          90.580 (meters)     297.18  (feet)  COMP
 GD0733  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GD0733
 GD0733  VERT ORDER  -  FIRST     CLASS I
 GD0733
 GD0733.The horizontal coordinates were scaled from a topographic map and have
 GD0733.an estimated accuracy of +/- 6 seconds.
 GD0733
 GD0733.The orthometric height was determined by differential leveling
 GD0733.and adjusted by the National Geodetic Survey in June 1991..
 GD0733
 GD0733.The geoid height was determined by GEOID03.
 GD0733
 GD0733.The dynamic height is computed by dividing the NAVD 88
 GD0733.geopotential number by the normal gravity value computed on the
 GD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0733.degrees latitude (g = 980.6199 gals.).
 GD0733
 GD0733.The modeled gravity was interpolated from observed gravity values.
 GD0733
 GD0733;                    North         East    Units  Estimated Accuracy
 GD0733;SPC TN       -   232,410.      287,080.      MT  (+/- 180 meters Scaled)
 GD0733
 GD0733                          SUPERSEDED SURVEY CONTROL
 GD0733
 GD0733  NGVD 29 (??/??/??)   90.581  (m)          297.18   (f) ADJUSTED    1 1
 GD0733
 GD0733.Superseded values are not recommended for survey control.
 GD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0733.See file dsdata.txt to determine how the superseded data were derived.
 GD0733
 GD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF768287(NAD 83)
 GD0733_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0733_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0733_STAMPING: R E F 0/1
 GD0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0733
 GD0733  HISTORY     - Date     Condition        Report By
 GD0733  HISTORY     - UNK      MONUMENTED       DOD
 GD0733  HISTORY     - 1957     GOOD             CGS
 GD0733  HISTORY     - 20020801 POOR             USACE
 GD0733
 GD0733                          STATION DESCRIPTION
 GD0733
 GD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0733'AT TIPTONVILLE.
 GD0733'AT TIPTONVILLE, AT THE INTERSECTION OF SOUTH MAIN STREET AND
 GD0733'CHURCH STREET, 10.5 FEET SOUTH OF THE SOUTH CURB OF CHURCH STREET,
 GD0733'16 FEET EAST OF THE CENTER LINE OF SOUTH MAIN STREET, 2 FEET
 GD0733'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST CONCRETE SIDEWALK, 1
 GD0733'FOOT NORTHWEST OF A POWER LINE POLE, A USE PIPE AND CAP WHICH
 GD0733'PROJECTS 1 FOOT ABOVE THE SIDEWALK.
 GD0733
 GD0733                          STATION RECOVERY (2002)
 GD0733
 GD0733'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0733'MARK DESTROYED. NEW POLE SET TOUCHING SOUTH SIDE OF PIPE WHICH
 GD0733'PROJECTS 2 FT ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0852 ***********************************************************************
 GD0852  DESIGNATION -  REF 10/11 BOLT
 GD0852  PID         -  GD0852
 GD0852  STATE/COUNTY-  TN/LAKE
 GD0852  USGS QUAD   -  MOORING (1983)
 GD0852
 GD0852                         *CURRENT SURVEY CONTROL
 GD0852  ___________________________________________________________________
 GD0852* NAD 83(1986)-  36 15 35.     (N)    089 31 26.     (W)     SCALED    
 GD0852* NAVD 88     -        82.845  (meters)     271.80   (feet)  ADJUSTED  
 GD0852  ___________________________________________________________________
 GD0852  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0852  DYNAMIC HT  -          82.777 (meters)     271.58  (feet)  COMP
 GD0852  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0852
 GD0852  VERT ORDER  -  FIRST     CLASS II
 GD0852
 GD0852.The horizontal coordinates were scaled from a topographic map and have
 GD0852.an estimated accuracy of +/- 6 seconds.
 GD0852
 GD0852.The orthometric height was determined by differential leveling
 GD0852.and adjusted by the National Geodetic Survey in June 1991..
 GD0852
 GD0852.The geoid height was determined by GEOID03.
 GD0852
 GD0852.The dynamic height is computed by dividing the NAVD 88
 GD0852.geopotential number by the normal gravity value computed on the
 GD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0852.degrees latitude (g = 980.6199 gals.).
 GD0852
 GD0852.The modeled gravity was interpolated from observed gravity values.
 GD0852
 GD0852;                    North         East    Units  Estimated Accuracy
 GD0852;SPC TN       -   219,430.      283,390.      MT  (+/- 180 meters Scaled)
 GD0852
 GD0852                          SUPERSEDED SURVEY CONTROL
 GD0852
 GD0852  NGVD 29 (??/??/??)   82.680  (m)          271.26   (f) ADJUSTED    1 2
 GD0852
 GD0852.Superseded values are not recommended for survey control.
 GD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0852.See file dsdata.txt to determine how the superseded data were derived.
 GD0852
 GD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF732157(NAD 83)
 GD0852_MARKER: B = BOLT
 GD0852_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0852_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0852_STAMPING: REF 10/11
 GD0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0852
 GD0852  HISTORY     - Date     Condition        Report By
 GD0852  HISTORY     - UNK      MONUMENTED       DOD
 GD0852  HISTORY     - 1957     GOOD             CGS
 GD0852
 GD0852                          STATION DESCRIPTION
 GD0852
 GD0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0852'2.8 MI SW FROM RIDGELY.
 GD0852'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0852'RAILROAD STATION AT RIDGELY, THENCE ABOUT 0.75 MILE SOUTH AND
 GD0852'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE 0.05 MILE WEST ALONG
 GD0852'A GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A DIM ROAD
 GD0852'FOLLOWING TOP OF LEVEE TO A POINT ABOUT 125 YARDS NORTH OF
 GD0852'LEVEE MILE POST 10/11, THENCE ABOUT 0.1 MILE WEST ALONG A FARM
 GD0852'ROAD, ABOUT 245 YARDS WEST OF TOP OF LEVEE, IN A CULTIVATED
 GD0852'FIELD, 12 FEET SOUTH OF CENTER LINE OF TRACK ROAD THRU FIELD,
 GD0852'369 FEET EAST OF BM 10/11 (U.S.E.), 158 FEET EAST OF A LONE
 GD0852'10-INCH ASH TREE, AND IS A BOLT DIRECTLY UNDER A 4-INCH IRON
 GD0852'PIPE BEARING A U.S.E. CAP AND PROJECTING 10 INCHES.  NOTE-- THE
 GD0852'MARK MAY BE REACHED FROM THE I.C. RR STATION AT RIDGELY BY
 GD0852'GOING ABOUT 1.5 MILES WEST ALONG A BLACK TOP ROAD TO A T JUNCTION
 GD0852'OF NORTH-SOUTH BLACK TOP ROAD, THENCE CONTINUING WEST ACROSS
 GD0852'FARM YARD ABOUT 0.1 MILE TO LEVEE, THENCE ABOUT 0.2 MILE SOUTH
 GD0852'ALONG LEVEE, THENCE ABOUT 0.1 MILE WEST ALONG FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0851 ***********************************************************************
 GD0851  DESIGNATION -  REF 10/11 CAP
 GD0851  PID         -  GD0851
 GD0851  STATE/COUNTY-  TN/LAKE
 GD0851  USGS QUAD   -  MOORING (1983)
 GD0851
 GD0851                         *CURRENT SURVEY CONTROL
 GD0851  ___________________________________________________________________
 GD0851* NAD 83(1986)-  36 15 35.     (N)    089 31 27.     (W)     SCALED    
 GD0851* NAVD 88     -        84.069  (meters)     275.82   (feet)  ADJUSTED  
 GD0851  ___________________________________________________________________
 GD0851  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0851  DYNAMIC HT  -          84.000 (meters)     275.59  (feet)  COMP
 GD0851  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0851
 GD0851  VERT ORDER  -  FIRST     CLASS II
 GD0851
 GD0851.The horizontal coordinates were scaled from a topographic map and have
 GD0851.an estimated accuracy of +/- 6 seconds.
 GD0851
 GD0851.The orthometric height was determined by differential leveling
 GD0851.and adjusted by the National Geodetic Survey in June 1991..
 GD0851
 GD0851.The geoid height was determined by GEOID03.
 GD0851
 GD0851.The dynamic height is computed by dividing the NAVD 88
 GD0851.geopotential number by the normal gravity value computed on the
 GD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0851.degrees latitude (g = 980.6199 gals.).
 GD0851
 GD0851.The modeled gravity was interpolated from observed gravity values.
 GD0851
 GD0851;                    North         East    Units  Estimated Accuracy
 GD0851;SPC TN       -   219,440.      283,370.      MT  (+/- 180 meters Scaled)
 GD0851
 GD0851                          SUPERSEDED SURVEY CONTROL
 GD0851
 GD0851  NGVD 29 (??/??/??)   83.965  (m)          275.48   (f) ADJUSTED    1 2
 GD0851
 GD0851.Superseded values are not recommended for survey control.
 GD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0851.See file dsdata.txt to determine how the superseded data were derived.
 GD0851
 GD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF732157(NAD 83)
 GD0851_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0851_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0851_STAMPING: REF 10/11
 GD0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0851
 GD0851  HISTORY     - Date     Condition        Report By
 GD0851  HISTORY     - UNK      MONUMENTED       DOD
 GD0851  HISTORY     - 1957     GOOD             CGS
 GD0851
 GD0851                          STATION DESCRIPTION
 GD0851
 GD0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0851'2.8 MI SW FROM RIDGELY.
 GD0851'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0851'RAILROAD STATION AT RIDGELY, THENCE ABOUT 0.75 MILE SOUTH AND
 GD0851'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE 0.05 MILE WEST ALONG
 GD0851'A GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A DIM ROAD
 GD0851'FOLLOWING TOP OF LEVEE TO A POINT ABOUT 125 YARDS NORTH OF LEVEE
 GD0851'MILE POST 10/11, THENCE ABOUT 0.1 MILE WEST ALONG A FARM ROAD,
 GD0851'ABOUT 245 YARDS WEST OF TOP OF LEVEE, IN A CULTIVATED FIELD, 12
 GD0851'FEET SOUTH OF CENTER LINE OF TRACK ROAD THRU FIELD, 369 FEET
 GD0851'EAST OF BM 10/11 (U.S.E.), 158 FEET EAST OF A LONE 10-INCH ASH
 GD0851'TREE, A 4-INCH IRON PIPE BEARING A U.S.E. CAP AND PROJECTING
 GD0851'10 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM THE I.C. RR STATION
 GD0851'AT RIDGELY BY GOING ABOUT 1.5 MILES WEST ALONG A BLACK TOP ROAD TO
 GD0851'A T JUNCTION OF NORTH-SOUTH BLACK TOP ROAD, THENCE CONTINUING WEST
 GD0851'ACROSS FARM YARD ABOUT 0.1 MILE TO LEVEE, THENCE ABOUT 0.2 MILE
 GD0851'SOUTH ALONG LEVEE, THENCE ABOUT 0.1 MILE WEST ALONG FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0841 ***********************************************************************
 GD0841  DESIGNATION -  REF 2/3 BOLT
 GD0841  PID         -  GD0841
 GD0841  STATE/COUNTY-  TN/LAKE
 GD0841  USGS QUAD   -  MOORING (1983)
 GD0841
 GD0841                         *CURRENT SURVEY CONTROL
 GD0841  ___________________________________________________________________
 GD0841* NAD 83(1986)-  36 21 25.     (N)    089 30 22.     (W)     SCALED    
 GD0841* NAVD 88     -        85.084  (meters)     279.15   (feet)  ADJUSTED  
 GD0841  ___________________________________________________________________
 GD0841  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0841  DYNAMIC HT  -          85.015 (meters)     278.92  (feet)  COMP
 GD0841  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GD0841
 GD0841  VERT ORDER  -  FIRST     CLASS II
 GD0841
 GD0841.The horizontal coordinates were scaled from a topographic map and have
 GD0841.an estimated accuracy of +/- 6 seconds.
 GD0841
 GD0841.The orthometric height was determined by differential leveling
 GD0841.and adjusted by the National Geodetic Survey in June 1991..
 GD0841
 GD0841.The geoid height was determined by GEOID03.
 GD0841
 GD0841.The dynamic height is computed by dividing the NAVD 88
 GD0841.geopotential number by the normal gravity value computed on the
 GD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0841.degrees latitude (g = 980.6199 gals.).
 GD0841
 GD0841.The modeled gravity was interpolated from observed gravity values.
 GD0841
 GD0841;                    North         East    Units  Estimated Accuracy
 GD0841;SPC TN       -   230,160.      285,380.      MT  (+/- 180 meters Scaled)
 GD0841
 GD0841                          SUPERSEDED SURVEY CONTROL
 GD0841
 GD0841  NGVD 29 (??/??/??)   85.004  (m)          278.88   (f) ADJUSTED    1 2
 GD0841
 GD0841.Superseded values are not recommended for survey control.
 GD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0841.See file dsdata.txt to determine how the superseded data were derived.
 GD0841
 GD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF751264(NAD 83)
 GD0841_MARKER: B = BOLT
 GD0841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0841_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0841_STAMPING: REF 213
 GD0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0841
 GD0841  HISTORY     - Date     Condition        Report By
 GD0841  HISTORY     - UNK      MONUMENTED       DOD
 GD0841  HISTORY     - 1957     GOOD             CGS
 GD0841
 GD0841                          STATION DESCRIPTION
 GD0841
 GD0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0841'2.6 MI SW FROM TIPTONVILLE.
 GD0841'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE
 GD0841'AT TIPTONVILLE, THENCE ABOUT 0.85 MILE SOUTH ALONG A BLACK
 GD0841'TOP ROAD LEADING TO MOORING, ABOUT 3.35 MILES NORTH ALONG BLACK
 GD0841'TOP ROAD FROM THE SCHOOL AT MOORING, ABOUT 0.1 MILE NORTHEAST
 GD0841'OF A FLOOD GATE UNDER LEVEE, IN A CULTIVATED FIELD, 338 FEET
 GD0841'EAST OF CENTER LINE OF ROAD, 353 FEET NORTHEAST OF EAST END
 GD0841'OF A 48-INCH PIPE CULVERT UNDER ROAD, ABOUT 5 FEET BELOW LEVEL
 GD0841'OF ROAD AND IS A U.S.E. PIPE AND CAP SET OVER A BOLT (CAP
 GD0841'PROJECTING 15 INCHES.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0842 ***********************************************************************
 GD0842  DESIGNATION -  REF 2/3 CAP
 GD0842  PID         -  GD0842
 GD0842  STATE/COUNTY-  TN/LAKE
 GD0842  USGS QUAD   -  MOORING (1983)
 GD0842
 GD0842                         *CURRENT SURVEY CONTROL
 GD0842  ___________________________________________________________________
 GD0842* NAD 83(1986)-  36 21 24.     (N)    089 30 22.     (W)     SCALED    
 GD0842* NAVD 88     -        86.305  (meters)     283.15   (feet)  ADJUSTED  
 GD0842  ___________________________________________________________________
 GD0842  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0842  DYNAMIC HT  -          86.235 (meters)     282.92  (feet)  COMP
 GD0842  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GD0842
 GD0842  VERT ORDER  -  FIRST     CLASS II
 GD0842
 GD0842.The horizontal coordinates were scaled from a topographic map and have
 GD0842.an estimated accuracy of +/- 6 seconds.
 GD0842
 GD0842.The orthometric height was determined by differential leveling
 GD0842.and adjusted by the National Geodetic Survey in June 1991..
 GD0842
 GD0842.The geoid height was determined by GEOID03.
 GD0842
 GD0842.The dynamic height is computed by dividing the NAVD 88
 GD0842.geopotential number by the normal gravity value computed on the
 GD0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0842.degrees latitude (g = 980.6199 gals.).
 GD0842
 GD0842.The modeled gravity was interpolated from observed gravity values.
 GD0842
 GD0842;                    North         East    Units  Estimated Accuracy
 GD0842;SPC TN       -   230,130.      285,380.      MT  (+/- 180 meters Scaled)
 GD0842
 GD0842                          SUPERSEDED SURVEY CONTROL
 GD0842
 GD0842  NGVD 29 (??/??/??)   86.224  (m)          282.89   (f) ADJUSTED    1 2
 GD0842
 GD0842.Superseded values are not recommended for survey control.
 GD0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0842.See file dsdata.txt to determine how the superseded data were derived.
 GD0842
 GD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF751264(NAD 83)
 GD0842_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0842_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0842_STAMPING: REF 2/3
 GD0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0842
 GD0842  HISTORY     - Date     Condition        Report By
 GD0842  HISTORY     - UNK      MONUMENTED       DOD
 GD0842
 GD0842                          STATION DESCRIPTION
 GD0842
 GD0842'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 GD0842'2.6 MI SW FROM TIPTONVILLE.
 GD0842'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE
 GD0842'AT TIPTONVILLE, THENCE ABOUT 0.85 MILE SOUTH ALONG A BLACK
 GD0842'TOP ROAD LEADING TO MOORING, ABOUT 3.35 MILES NORTH ALONG BLACK
 GD0842'TOP ROAD FROM THE SCHOOL AT MOORING, ABOUT 0.1 MILE NORTHEAST
 GD0842'OF A FLOOD GATE UNDER LEVEE, IN A CULTIVATED FIELD, 338 FEET
 GD0842'EAST OF CENTER LINE OF ROAD, 353 FEET NORTHEAST OF EAST END
 GD0842'OF A 48-INCH PIPE CULVERT UNDER ROAD, ABOUT 5 FEET BELOW
 GD0842'LEVEL OF ROAD AND IS A U.S.E. PIPE AND CAP SET OVER A BOLT
 GD0842'(CAP PROJECTING 15 INCHES.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1811 ***********************************************************************
 GA1811  DESIGNATION -  REFERENCE POINT
 GA1811  PID         -  GA1811
 GA1811  STATE/COUNTY-  TN/HAMBLEN
 GA1811  USGS QUAD   -  TALBOTT (1980)
 GA1811
 GA1811                         *CURRENT SURVEY CONTROL
 GA1811  ___________________________________________________________________
 GA1811* NAD 83(1986)-  36 10 38.     (N)    083 22 54.     (W)     SCALED    
 GA1811* NAVD 88     -       396.35   (+/-2cm)    1300.4    (feet)  VERTCON   
 GA1811  ___________________________________________________________________
 GA1811  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1811
 GA1811  VERT ORDER  -  ? (See Below)
 GA1811
 GA1811.The horizontal coordinates were scaled from a topographic map and have
 GA1811.an estimated accuracy of +/- 6 seconds.
 GA1811
 GA1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1811.The vertical order pertains to the NGVD 29 superseded value.
 GA1811
 GA1811.The geoid height was determined by GEOID03.
 GA1811
 GA1811;                    North         East    Units  Estimated Accuracy
 GA1811;SPC TN       -   207,730.      835,510.      MT  (+/- 180 meters Scaled)
 GA1811
 GA1811                          SUPERSEDED SURVEY CONTROL
 GA1811
 GA1811  NGVD 29 (??/??/92)  396.476  (m)         1300.77   (f) ADJ UNCH    ?  
 GA1811
 GA1811.Superseded values are not recommended for survey control.
 GA1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1811.See file dsdata.txt to determine how the superseded data were derived.
 GA1811
 GA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA858062(NAD 83)
 GA1811_MARKER: Z = SEE DESCRIPTION
 GA1811_SETTING: 0 = UNSPECIFIED SETTING
 GA1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1811
 GA1811  HISTORY     - Date     Condition        Report By
 GA1811  HISTORY     - UNK      MONUMENTED       USGS
 GA1811  HISTORY     - 1936     GOOD             NGS
 GA1811  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1811
 GA1811                          STATION DESCRIPTION
 GA1811
 GA1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA1811'2.7 MI NE FROM TALBOTT.
 GA1811'0.2 MILE NORTHWEST ALONG A DIRT ROAD FROM THE SOUTHERN RAILWAY
 GA1811'STATION AT ALPHA, ON U.S. HIGHWAY 11 E, 50 YARDS NORTHEAST OF
 GA1811'A SERVICE STATION, IN A 12-INCH TREE NEAR THE ALPHA BAPTIST CHURCH,
 GA1811'AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A HORIZONTAL CUT.
 GA1811
 GA1811                          STATION RECOVERY (1967)
 GA1811
 GA1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0697 ***********************************************************************
 FE0697  DESIGNATION -  REFF MOD 79
 FE0697  PID         -  FE0697
 FE0697  STATE/COUNTY-  TN/GIBSON
 FE0697  USGS QUAD   -  MEDINA (1981)
 FE0697
 FE0697                         *CURRENT SURVEY CONTROL
 FE0697  ___________________________________________________________________
 FE0697* NAD 83(1986)-  35 51 04.     (N)    088 45 03.     (W)     SCALED    
 FE0697* NAVD 88     -       143.334  (meters)     470.25   (feet)  ADJUSTED  
 FE0697  ___________________________________________________________________
 FE0697  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0697  DYNAMIC HT  -         143.209 (meters)     469.84  (feet)  COMP
 FE0697  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 FE0697
 FE0697  VERT ORDER  -  FIRST     CLASS II
 FE0697
 FE0697.The horizontal coordinates were scaled from a topographic map and have
 FE0697.an estimated accuracy of +/- 6 seconds.
 FE0697
 FE0697.The orthometric height was determined by differential leveling
 FE0697.and adjusted by the National Geodetic Survey in June 1991..
 FE0697
 FE0697.The geoid height was determined by GEOID03.
 FE0697
 FE0697.The dynamic height is computed by dividing the NAVD 88
 FE0697.geopotential number by the normal gravity value computed on the
 FE0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0697.degrees latitude (g = 980.6199 gals.).
 FE0697
 FE0697.The modeled gravity was interpolated from observed gravity values.
 FE0697
 FE0697;                    North         East    Units  Estimated Accuracy
 FE0697;SPC TN       -   171,890.      351,560.      MT  (+/- 180 meters Scaled)
 FE0697
 FE0697                          SUPERSEDED SURVEY CONTROL
 FE0697
 FE0697  NGVD 29 (??/??/??)  143.386  (m)          470.43   (f) ADJUSTED    1 2
 FE0697
 FE0697.Superseded values are not recommended for survey control.
 FE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0697.See file dsdata.txt to determine how the superseded data were derived.
 FE0697
 FE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418688(NAD 83)
 FE0697_MARKER: DD = SURVEY DISK
 FE0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0697_STAMPING: R E F F M O D 79
 FE0697_MARK LOGO: USE   
 FE0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0697+STABILITY: SURFACE MOTION
 FE0697
 FE0697  HISTORY     - Date     Condition        Report By
 FE0697  HISTORY     - UNK      MONUMENTED       DOD
 FE0697  HISTORY     - 1948     GOOD             CGS
 FE0697  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0697
 FE0697                          STATION DESCRIPTION
 FE0697
 FE0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0697'3.9 MI N FROM MEDINA.
 FE0697'ABOUT 3.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0697'FROM THE STATION AT MEDINA, ABOUT 4.8 MILES SOUTH OF THE
 FE0697'STATION AT MILAN, ABOUT 0.1 MILE SOUTHEAST OF MILE POST C 453,
 FE0697'AT THE OVERPASS OF THE RAILROAD OVER U.S. HIGHWAY 45E, ABOUT
 FE0697'300 FEET NORTHEAST ALONG THE HIGHWAY FROM THE RAILROAD, 30
 FE0697'FEET SOUTHEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF
 FE0697'A 28-INCH OAK TREE, 21.5 FEET NORTH-NORTHWEST OF A TRIANGULAR
 FE0697'BLAZED 22-INCH OAK TREE, 0.5 FOOT SOUTHWEST OF A HIGHWAY R/W
 FE0697'MARKER POST, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FE0697'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0697'4 INCHES.
 FE0697
 FE0697                          STATION RECOVERY (2002)
 FE0697
 FE0697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0697'SUSPECTED DESTROYED DUE TO HWY CONSTRUCTION AND NEW OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7697 ***********************************************************************
 DG7697  CBN         -  This is a Cooperative Base Network Control Station.
 DG7697  DESIGNATION -  REGION
 DG7697  PID         -  DG7697
 DG7697  STATE/COUNTY-  TN/DAVIDSON
 DG7697  USGS QUAD   -  NASHVILLE WEST (1983)
 DG7697
 DG7697                         *CURRENT SURVEY CONTROL
 DG7697  ___________________________________________________________________
 DG7697* NAD 83(1995)-  36 10 07.72447(N)    086 52 22.46573(W)     ADJUSTED  
 DG7697* NAVD 88     -       125.4    (meters)     411.     (feet)  GPS OBS   
 DG7697  ___________________________________________________________________
 DG7697  X           -     281,212.670 (meters)                     COMP
 DG7697  Y           -  -5,147,368.005 (meters)                     COMP
 DG7697  Z           -   3,743,386.256 (meters)                     COMP
 DG7697  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DG7697  ELLIP HEIGHT-          96.09  (meters)          (08/03/04) GPS OBS
 DG7697  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG7697
 DG7697  HORZ ORDER  -  A
 DG7697  ELLP ORDER  -  FOURTH    CLASS I
 DG7697
 DG7697.The horizontal coordinates were established by GPS observations
 DG7697.and adjusted by the National Geodetic Survey in August 2004..
 DG7697
 DG7697.The orthometric height was determined by GPS observations and a
 DG7697.high-resolution geoid model.
 DG7697
 DG7697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7697
 DG7697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7697
 DG7697.The ellipsoidal height was determined by GPS observations
 DG7697.and is referenced to NAD 83.
 DG7697
 DG7697.The geoid height was determined by GEOID03.
 DG7697
 DG7697;                    North         East     Units Scale Factor Converg.
 DG7697;SPC TN       -   203,996.404   521,467.310   MT  0.99996542   -0 30 39.7
 DG7697;SPC TN       -   669,278.20  1,710,847.33   sFT  0.99996542   -0 30 39.7
 DG7697;UTM  16      - 4,002,679.957   511,430.117   MT  0.99960161   +0 04 30.0
 DG7697
 DG7697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7697!SPC TN       -   0.99998492  x   0.99996542  =   0.99995034
 DG7697!UTM  16      -   0.99998492  x   0.99960161  =   0.99958654
 DG7697
 DG7697                          SUPERSEDED SURVEY CONTROL
 DG7697
 DG7697.No superseded survey control is available for this station.
 DG7697
 DG7697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1143002680(NAD 83)
 DG7697_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7697_STAMPING: REGION
 DG7697_MARK LOGO: TNDT  
 DG7697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7697+STABILITY: SURFACE MOTION
 DG7697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7697+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7697
 DG7697  HISTORY     - Date     Condition        Report By
 DG7697  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7697
 DG7697                          STATION DESCRIPTION
 DG7697
 DG7697'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7697'THE STATION IS LOCATED ON THE TDOT REGION 3 COMPLEX ON CENTENNIAL
 DG7697'BOULEVARD IN NASHVILLE IN A U-SHAPED GRASS ISLAND DIRECTLY ACROSS THE
 DG7697'PARKING LOT FROM THE BACK DOOR OF THE REGIONAL SURVEY FIELD OFFICE. IT
 DG7697'IS LOCATED 15 FT N OF THE CONCRETE BASE OF A METAL LIGHT POLE, 3.3 FT
 DG7697'W OF THE BACK OF CURB ON THE EAST SIDE OF THE ISLAND, 3.4 FT E OF THE
 DG7697'BACK OF CURB ON THE WEST SIDE OF THE ISLAND, AND 4.0 FT S OF THE BACK
 DG7697'OF THE CURB IN THE -U- OF THE ISLAND.
 DG7697' 
 DG7697'STANDARD TDOT ALUMINUM SURVEY MARKER SET IN THE TOP OF A 12-INCH BY
 DG7697'12-INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  DISK IS STAMPED
 DG7697'REGION 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7702 ***********************************************************************
 DG7702  CBN         -  This is a Cooperative Base Network Control Station.
 DG7702  DESIGNATION -  REGION 4
 DG7702  PID         -  DG7702
 DG7702  STATE/COUNTY-  TN/HARDIN
 DG7702  USGS QUAD   -  ADAIR (1979)
 DG7702
 DG7702                         *CURRENT SURVEY CONTROL
 DG7702  ___________________________________________________________________
 DG7702* NAD 83(1995)-  35 38 21.48832(N)    088 55 11.49535(W)     ADJUSTED  
 DG7702* NAVD 88     -       108.4    (meters)     356.     (feet)  GPS OBS   
 DG7702  ___________________________________________________________________
 DG7702  X           -      97,826.407 (meters)                     COMP
 DG7702  Y           -  -5,188,563.774 (meters)                     COMP
 DG7702  Z           -   3,695,786.547 (meters)                     COMP
 DG7702  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG7702  ELLIP HEIGHT-          80.21  (meters)          (08/03/04) GPS OBS
 DG7702  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG7702
 DG7702  HORZ ORDER  -  A
 DG7702  ELLP ORDER  -  FOURTH    CLASS I
 DG7702
 DG7702.The horizontal coordinates were established by GPS observations
 DG7702.and adjusted by the National Geodetic Survey in August 2004..
 DG7702
 DG7702.The orthometric height was determined by GPS observations and a
 DG7702.high-resolution geoid model.
 DG7702
 DG7702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7702
 DG7702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7702
 DG7702.The ellipsoidal height was determined by GPS observations
 DG7702.and is referenced to NAD 83.
 DG7702
 DG7702.The geoid height was determined by GEOID03.
 DG7702
 DG7702;                    North         East     Units Scale Factor Converg.
 DG7702;SPC TN       -   148,840.543   335,592.416   MT  0.99995415   -1 42 33.8
 DG7702;SPC TN       -   488,321.01  1,101,022.78   sFT  0.99995415   -1 42 33.8
 DG7702;UTM  16      - 3,945,640.320   326,172.561   MT  0.99997236   -1 07 08.2
 DG7702
 DG7702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7702!SPC TN       -   0.99998741  x   0.99995415  =   0.99994156
 DG7702!UTM  16      -   0.99998741  x   0.99997236  =   0.99995977
 DG7702
 DG7702                          SUPERSEDED SURVEY CONTROL
 DG7702
 DG7702.No superseded survey control is available for this station.
 DG7702
 DG7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2617345640(NAD 83)
 DG7702_MARKER: DD = SURVEY DISK
 DG7702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7702_STAMPING: REGION 4
 DG7702_MARK LOGO: TNHD  
 DG7702_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7702+STABILITY: SURFACE MOTION
 DG7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7702+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7702
 DG7702  HISTORY     - Date     Condition        Report By
 DG7702  HISTORY     - 20031010 MONUMENTED       TNHD
 DG7702
 DG7702                          STATION DESCRIPTION
 DG7702
 DG7702'DESCRIBED BY TN HIGHWAY DEPT 2003 (BES)
 DG7702'TO REACH THE STATION FROM THE INTERSECTION OF I-40 AND SR 223, GO
 DG7702'SOUTH ON 223 FOR 0.4 MILE TO LOWER BROWNSVILLE ROAD ON LEFT, GO 0.1
 DG7702'MILE ON LOWER BROWNSVILLE ROAD AND TURN LEFT AT TDOT ENTRANCE, GO
 DG7702'NORTHERLY DIRECTION FOR 0.3 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2564 ***********************************************************************
 GB2564  DESIGNATION -  RELAY
 GB2564  PID         -  GB2564
 GB2564  STATE/COUNTY-  TN/ANDERSON
 GB2564  USGS QUAD   -  WINDROCK (1975)
 GB2564
 GB2564                         *CURRENT SURVEY CONTROL
 GB2564  ___________________________________________________________________
 GB2564* NAD 83(1995)-  36 02 29.81877(N)    084 20 00.79676(W)     ADJUSTED  
 GB2564* NAVD 88     -       350.9    (meters)    1151.     (feet)  VERTCON   
 GB2564  ___________________________________________________________________
 GB2564  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 GB2564  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB2564
 GB2564  HORZ ORDER  -  SECOND
 GB2564
 GB2564.The horizontal coordinates were established by classical geodetic methods
 GB2564.and adjusted by the National Geodetic Survey in April 1999..
 GB2564
 GB2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2564
 GB2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2564
 GB2564.The geoid height was determined by GEOID03.
 GB2564
 GB2564;                    North         East     Units Scale Factor Converg.
 GB2564;SPC TN       -   190,811.405   750,159.852   MT  0.99995494   +0 58 32.2
 GB2564;SPC TN       -   626,020.42  2,461,149.45   sFT  0.99995494   +0 58 32.2
 GB2564;UTM  16      - 3,991,854.556   740,220.956   MT  1.00031110   +1 34 10.6
 GB2564
 GB2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2564!SPC TN       -   0.99994967  x   0.99995494  =   0.99990461
 GB2564!UTM  16      -   0.99994967  x   1.00031110  =   1.00026075
 GB2564
 GB2564|---------------------------------------------------------------------|
 GB2564| PID    Reference Object                     Distance      Geod. Az  |
 GB2564|                                                           dddmmss.s |
 GB2564| DC3107 RELAY RM 1                            8.719 METERS 15940     |
 GB2564| GB0747 RELAY AZ MK                         APPROX. 0.8 KM 3064242.2 |
 GB2564| DC3108 RELAY RM 2                            7.623 METERS 33933     |
 GB2564|---------------------------------------------------------------------|
 GB2564
 GB2564                          SUPERSEDED SURVEY CONTROL
 GB2564
 GB2564  NAD 83(1995)-  36 02 29.82583(N)    084 20 00.79685(W) AD(       ) 2
 GB2564  NAD 83(1995)-  36 02 29.82585(N)    084 20 00.79605(W) AD(       ) 2
 GB2564  NAD 83(1986)-  36 02 29.83195(N)    084 20 00.79476(W) AD(       ) 2
 GB2564  NAD 27      -  36 02 29.55231(N)    084 20 01.06091(W) AD(       ) 2
 GB2564  NGVD 29 (07/19/86)  351.0    (m)         1152.     (f) VERT ANG       
 GB2564
 GB2564.Superseded values are not recommended for survey control.
 GB2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2564.See file dsdata.txt to determine how the superseded data were derived.
 GB2564
 GB2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4022191855(NAD 83)
 GB2564_MARKER: DD = SURVEY DISK
 GB2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2564
 GB2564  HISTORY     - Date     Condition        Report By
 GB2564  HISTORY     - 1965     MONUMENTED       TNHD
 GB2564
 GB2564                          STATION DESCRIPTION
 GB2564
 GB2564'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2564'THE STATION IS LOCATED ON A HILL SOUTHEAST OF AND OVERLOOKING OLIVER
 GB2564'SPRINGS.
 GB2564'
 GB2564'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2564'ROUTE 62, IN OLIVER
 GB2564'SPRINGS, GO EASTERLY ON STATE ROUTE 61 FOR 0.3 MILE TO THE
 GB2564'AZIMUTH MARK ON THE LEFT.
 GB2564'CONTINUE ON STATE ROUTE 61 FOR 0.2 MILE TO
 GB2564'ANN STREET ON THE LEFT, TURN LEFT AND GO
 GB2564'EASTERLY FOR 0.1 MILE TO A
 GB2564'TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO 0.45 MILE TO THE
 GB2564'TOP OF THE HILL
 GB2564'AND THE STATION, NEAR A CONCRETE BLOCK BUILDING HOUSING A
 GB2564'RADIO RELAY STATION.
 GB2564'
 GB2564'THE STATION IS 6 FEET NORTH OF THE NORTH CORNER OF THE BLOCK BUILDING
 GB2564'AND 5.0 FEET NORTH OF A
 GB2564'WITNESS POST WITH SIGN.  THE SURFACE AND UNDERGROUND
 GB2564'MARKS ARE STANDARD TENNESSEE
 GB2564'HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2564'ARE STAMPED RELAY 1964.  THE UNDERGROUND MARK
 GB2564'IS ABOUT 30 INCHES
 GB2564'BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN THE TOP OF A
 GB2564'10-INCH,
 GB2564'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2564'
 GB2564'REFERENCE MARK NO. 1 IS 38 FEET WEST OF A POWER POLE AND 15 FEET EAST
 GB2564'OF THE EAST CORNER OF THE
 GB2564'BLOCK BUILDING.  THE MARK IS A STANDARD TENNESSEE
 GB2564'HIGHWAY DEPARTMENT DISK SET IN THE
 GB2564'TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2564'CONCRETE MONUMENT AND THE DISK IS STAMPED RELAY RM-1
 GB2564'1964.
 GB2564'
 GB2564'REFERENCE MARK NO. 2 IS 13 FEET SOUTHWEST OF A 9-INCH OAK TREE.  THE
 GB2564'MARK IS A STANDARD
 GB2564'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2564'10-INCH, SQUARE, FLUSH,
 GB2564'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2564'RELAY RM-2 1964.
 GB2564'
 GB2564'THE AZIMUTH MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GB2564'ROUTE 61, 23 FEET WEST OF A
 GB2564'UTILITY POLE, 20 FEET SOUTH OF THE APPROXIMATE
 GB2564'CENTER OF NORTH MAIN STREET, 1.3
 GB2564'FEET NORTH OF THE SOUTH EDGE OF A
 GB2564'SIDEWALK, 1 FOOT EAST OF A METAL SUPPORT POST AND
 GB2564'ABOUT 3.5 FEET
 GB2564'ABOVE THE ELEVATION OF THE PAVED STREET.  THE MARK IS IS A STANDARD
 GB2564'TENNESSEE HIGHWAY
 GB2564'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GB2564'THE SIDEWALK AND THE DISK IS STAMPED
 GB2564'RELAY AZI 1964.
 GB2564'
 GB2564'A 14 FOOT WOOD STAND WAS USED.
 GB2564'
 GB2564'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0747 ***********************************************************************
 GB0747  DESIGNATION -  RELAY AZ MK
 GB0747  PID         -  GB0747
 GB0747  STATE/COUNTY-  TN/ROANE
 GB0747  USGS QUAD   -  WINDROCK (1975)
 GB0747
 GB0747                         *CURRENT SURVEY CONTROL
 GB0747  ___________________________________________________________________
 GB0747* NAD 83(1995)-  36 02 45.67948(N)    084 20 26.98881(W)     ADJUSTED  
 GB0747* NAVD 88     -       242.228  (meters)     794.71   (feet)  ADJUSTED  
 GB0747  ___________________________________________________________________
 GB0747  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 GB0747  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0747  DYNAMIC HT  -         242.008 (meters)     793.99  (feet)  COMP
 GB0747  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 GB0747
 GB0747  HORZ ORDER  -  SECOND
 GB0747  VERT ORDER  -  FIRST     CLASS I
 GB0747
 GB0747.The horizontal coordinates were established by classical geodetic methods
 GB0747.and adjusted by the National Geodetic Survey in April 1999..
 GB0747
 GB0747.The orthometric height was determined by differential leveling
 GB0747.and adjusted by the National Geodetic Survey in June 1991..
 GB0747
 GB0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0747
 GB0747.The geoid height was determined by GEOID03.
 GB0747
 GB0747.The dynamic height is computed by dividing the NAVD 88
 GB0747.geopotential number by the normal gravity value computed on the
 GB0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0747.degrees latitude (g = 980.6199 gals.).
 GB0747
 GB0747.The modeled gravity was interpolated from observed gravity values.
 GB0747
 GB0747;                    North         East     Units Scale Factor Converg.
 GB0747;SPC TN       -   191,289.036   749,496.042   MT  0.99995522   +0 58 16.8
 GB0747;SPC TN       -   627,587.45  2,458,971.60   sFT  0.99995522   +0 58 16.8
 GB0747;UTM  16      - 3,992,325.445   739,551.993   MT  1.00030714   +1 33 55.8
 GB0747
 GB0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0747!SPC TN       -   0.99996671  x   0.99995522  =   0.99992194
 GB0747!UTM  16      -   0.99996671  x   1.00030714  =   1.00027384
 GB0747
 GB0747                          SUPERSEDED SURVEY CONTROL
 GB0747
 GB0747  NAD 83(1995)-  36 02 45.68658(N)    084 20 26.98890(W) AD(       ) 2
 GB0747  NAD 83(1995)-  36 02 45.68663(N)    084 20 26.98805(W) AD(       ) 2
 GB0747  NAD 83(1986)-  36 02 45.69260(N)    084 20 26.98666(W) AD(       ) 2
 GB0747  NAD 27      -  36 02 45.41341(N)    084 20 27.25179(W) AD(       ) 2
 GB0747  NGVD 29 (??/??/??)  242.40   (m)          795.3    (f) RESET       3  
 GB0747
 GB0747.Superseded values are not recommended for survey control.
 GB0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0747.See file dsdata.txt to determine how the superseded data were derived.
 GB0747
 GB0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3955292325(NAD 83)
 GB0747_MARKER: DZ = AZIMUTH MARK DISK
 GB0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0747_SP_SET: SIDEWALK
 GB0747_STAMPING: RELAY AZI 1964
 GB0747_MARK LOGO: TNHD  
 GB0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0747
 GB0747  HISTORY     - Date     Condition        Report By
 GB0747  HISTORY     - 1965     MONUMENTED       TNHD
 GB0747  HISTORY     - 1967     GOOD             NGS
 GB0747
 GB0747                          STATION DESCRIPTION
 GB0747
 GB0747'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0747'THE AZIMUTH MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GB0747'ROUTE 61, 23 FEET WEST OF A
 GB0747'UTILITY POLE, 20 FEET SOUTH OF THE APPROXIMATE
 GB0747'CENTER OF NORTH MAIN STREET, 1.3
 GB0747'FEET NORTH OF THE SOUTH EDGE OF A
 GB0747'SIDEWALK, 1 FOOT EAST OF A METAL SUPPORT POST AND
 GB0747'ABOUT 3.5 FEET
 GB0747'ABOVE THE ELEVATION OF THE PAVED STREET.  THE MARK IS IS A STANDARD
 GB0747'TENNESSEE HIGHWAY
 GB0747'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GB0747'THE SIDEWALK AND THE DISK IS STAMPED
 GB0747'RELAY AZI 1964.
 GB0747'
 GB0747'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB0747'ROUTE 62, IN OLIVER
 GB0747'SPRINGS, GO EASTERLY ON STATE ROUTE 61 FOR 0.3 MILE TO THE
 GB0747'AZIMUTH MARK ON THE LEFT.
 GB0747'CONTINUE ON STATE ROUTE 61 FOR 0.2 MILE TO
 GB0747'ANN STREET ON THE LEFT, TURN LEFT AND GO
 GB0747'EASTERLY FOR 0.1 MILE TO A
 GB0747'TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO 0.45 MILE TO THE
 GB0747'TOP OF THE HILL
 GB0747'AND THE STATION, NEAR A CONCRETE BLOCK BUILDING HOUSING A
 GB0747'RADIO RELAY STATION.
 GB0747'SEE STATION RELAY THD
 GB0747
 GB0747                          STATION RECOVERY (1967)
 GB0747
 GB0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0747'AT OLIVER SPRINGS.
 GB0747'AT OLIVER SPRINGS, 0.25 MILE EAST ALONG THE SOUTHERN RAILWAY
 GB0747'FROM THE STATION, ABOUT 60 YARDS NORTHWEST OF THE CROSSING OF
 GB0747'STATE HIGHWAYS 61 AND 62, AT THE WEST CORNER OF THE JUNCTION OF
 GB0747'THE HIGHWAYS AND NORTH MAIN STREET, SET IN THE TOP OF THE SIDEWALK
 GB0747'THAT IS POURED ON THE TOP OF A 2 1/2-FOOT HIGH CONCRETE WALL,
 GB0747'39 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 GB0747'SOUTHWEST OF THE CENTER LINE OF THE STREET, 0.8 FOOT EAST OF A
 GB0747'6-INCH METAL SUPPORT POST AT THE EAST END OF THE CONCRETE WALL
 GB0747'AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2670 ***********************************************************************
 GC2670  CBN         -  This is a Cooperative Base Network Control Station.
 GC2670  DESIGNATION -  RESERVATION RESET
 GC2670  PID         -  GC2670
 GC2670  STATE/COUNTY-  TN/MONTGOMERY
 GC2670  USGS QUAD   -  WOODLAWN (1982)
 GC2670
 GC2670                         *CURRENT SURVEY CONTROL
 GC2670  ___________________________________________________________________
 GC2670* NAD 83(1995)-  36 34 02.51774(N)    087 34 41.81335(W)     ADJUSTED  
 GC2670* NAVD 88     -       214.1    (meters)     702.     (feet)  GPS OBS   
 GC2670  ___________________________________________________________________
 GC2670  X           -     216,718.060 (meters)                     COMP
 GC2670  Y           -  -5,124,309.413 (meters)                     COMP
 GC2670  Z           -   3,779,051.208 (meters)                     COMP
 GC2670  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GC2670  ELLIP HEIGHT-         184.66  (meters)          (12/14/95) GPS OBS
 GC2670  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2670
 GC2670  HORZ ORDER  -  B
 GC2670  ELLP ORDER  -  FIRST     CLASS II
 GC2670
 GC2670.The horizontal coordinates were established by GPS observations
 GC2670.and adjusted by the National Geodetic Survey in December 1995..
 GC2670
 GC2670.The orthometric height was determined by GPS observations and a
 GC2670.high-resolution geoid model.
 GC2670
 GC2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2670
 GC2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2670
 GC2670.The ellipsoidal height was determined by GPS observations
 GC2670.and is referenced to NAD 83.
 GC2670
 GC2670.The geoid height was determined by GEOID03.
 GC2670
 GC2670;                    North         East     Units Scale Factor Converg.
 GC2670;SPC TN       -   249,010.920   458,724.467   MT  1.00003020   -0 55 26.4
 GC2670;SPC TN       -   816,963.33  1,504,998.52   sFT  1.00003020   -0 55 26.4
 GC2670;UTM  16      - 4,047,036.200   448,256.489   MT  0.99963299   -0 20 40.3
 GC2670
 GC2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2670!SPC TN       -   0.99997102  x   1.00003020  =   1.00000122
 GC2670!UTM  16      -   0.99997102  x   0.99963299  =   0.99960402
 GC2670
 GC2670:                Primary Azimuth Mark                     Grid Az
 GC2670:SPC TN       -  RESERVATION AZ MK                        008 34 49.4
 GC2670:UTM  16      -  RESERVATION AZ MK                        008 00 03.3
 GC2670
 GC2670|---------------------------------------------------------------------|
 GC2670| PID    Reference Object                     Distance      Geod. Az  |
 GC2670|                                                           dddmmss.s |
 GC2670| CG6451 RESERVATION AZ MK                                  0073923.0 |
 GC2670| CG6456 RESERVATION HIRAN                    21.915 METERS 03019     |
 GC2670| GC2486 FORT CAMPBELL NORTH WATER TANK      APPROX.13.4 KM 0435130.8 |
 GC2670| CG6450 RESERVATION HIRAN ECC                31.178 METERS 04542     |
 GC2670| GC2485 FORT CAMPBELL HOSP HEATING STK      APPROX.15.1 KM 0495959.5 |
 GC2670| GC2487 FORT CAMPBELL SOUTH WATER TANK      APPROX.13.8 KM 0574550.2 |
 GC2670| CG6454 RESERVATION RM 3                     11.954 METERS 08957     |
 GC2670| CG6455 RESERVATION RM 4                     14.322 METERS 18751     |
 GC2670| CG6452 RESERVATION RM 1                     26.938 METERS 20847     |
 GC2670| CG6453 RESERVATION RM 2                     26.892 METERS 29736     |
 GC2670|---------------------------------------------------------------------|
 GC2670
 GC2670                          SUPERSEDED SURVEY CONTROL
 GC2670
 GC2670  NAD 83(1995)-  36 34 02.51927(N)    087 34 41.81805(W) AD(       ) B
 GC2670  ELLIP H (09/07/90)  184.63   (m)                       GP(       ) 4 1
 GC2670  NAD 83(1986)-  36 34 02.52877(N)    087 34 41.82079(W) AD(       ) 2
 GC2670  NAD 27      -  36 34 02.35200(N)    087 34 41.77200(W) AD(       ) 2
 GC2670  NGVD 29 (09/07/90)  214.2    (m)          703.     (f) GPS OBS        
 GC2670
 GC2670.Superseded values are not recommended for survey control.
 GC2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2670.See file dsdata.txt to determine how the superseded data were derived.
 GC2670
 GC2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4825647036(NAD 83)
 GC2670_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2670_STAMPING: RESERVATION 1953 1971
 GC2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2670+STABILITY: SURFACE MOTION
 GC2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2670+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1995
 GC2670
 GC2670  HISTORY     - Date     Condition        Report By
 GC2670  HISTORY     - 1971     MONUMENTED       NGS
 GC2670  HISTORY     - 1987     GOOD             AEROS
 GC2670  HISTORY     - 19950615 GOOD             NGS
 GC2670
 GC2670                          STATION DESCRIPTION
 GC2670
 GC2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC2670'THE AZ MK ONLY WAS RECOVERED IN GOOD CONDITION. THE CONCRETE
 GC2670'MONUMENTS WITH THE DISK STILL INTACT FOR THE SURFACE STATION
 GC2670'MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2, WERE FOUND
 GC2670'LAYING ON THE SURFACE NEAR THE ORIGINAL STATION SITE, HAVING BEEN
 GC2670'DESTROYED BY GRADING OPERATIONS ALONG PALMYRA ROAD. BENCH MARK 2 EOM
 GC2670'(USGS) WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY
 GC2670'GRADING OPERATIONS. U.S. AIRFORCE MARKS RESERVATION HIRAN 1963 (APCS)
 GC2670'AND RES HIRAN ECC (APCS) WERE FOUND, BUT SHOWED SOME EVIDENCE OF
 GC2670'HAVING BEEN DISTURBED, HOWEVER, THEY WERE SOLID IN THE GROUND. AS
 GC2670'THESE MARKS WERE TIED TO RESERVATION 1953 BY THE AIRFORCE, THE DATA
 GC2670'WAS OBTAINED FROM OIC RECCONNAISSANCE 1 CPG SG, FORBES AFB,
 GC2670'KANSAS, AND WITH THIS INFORMATION THE UNDERGROUND STATION MARK FOR
 GC2670'RESERVATION 1953 WAS FOUND ABOUT 10 INCHES BELOW THE SURFACE
 GC2670'AND IN APPARENT GOOD CONDITION. A FIRM PLUMBING BENCH WAS ERECTED
 GC2670'OVER THIS MARK AND THE POINT HELD. THE ORIGINAL REFERENCE MARK
 GC2670'MONUMENTS WERE THEN RESET AND CEMENTED AROUND AND THE DISK ALTERED TO
 GC2670'THE PROPER DESIGNATION. THE UNDERGROUND STATION MARK WAS THEN
 GC2670'OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING THE AZIMUTH MARK
 GC2670'AS THE INITIAL. THE STATION RESERVATION HIRAN 1963 (APCS) WAS ALSO
 GC2670'OCCUPIED AND OBSERVED AS A CHECK ON THE DATA RECIEVED FROM THE
 GC2670'AIRFORCE. IN CHECKING THE ANGLES BETWEEN THE AZIMUTH MARK AND RES
 GC2670'HIRAN ECC (APCS) AND RESERVATION 1953 OBSERVED THIS DATE
 GC2670'AGAINST THE 1963 OBS AS FURNISHED BY THE AIRFORCE, A DISCREPANCY OF -
 GC2670'08 MIN 34.15 SEC WAS NOTED RES HIRAN ECC (APCS) AND
 GC2670'PLUS 01 MIN 56.43 SEC FOR RESERVATION 1953. VERTICAL ANGLE OBS WERE
 GC2670'MADE FROM THE STATION TO RES HIRAN ECC (APCS) AND RESERVATION
 GC2670'HIRAN 1963 (APCS) AND SLOPE DISTANCES MEASURED. WHEN REDUCED TO
 GC2670'HORIZONTAL A DISCREPANCY OF PLUS 0.29 OF A FOOT WAS NOTED FOR RES
 GC2670'HIRAN ECC (APCS) AND PLUS 0.19 OF A FOOT FOR
 GC2670'RESERVATION
 GC2670'HIRAN 1963 (APCS) AS
 GC2670'FURNISHED BY THE AIRFORCE. AFTER ALL WORK WAS COMPLETED AND CHECKED,
 GC2670'THE UNDERGROUND STATION MARK WAS REMOVED AND A COMPLETE NEW STATION
 GC2670'MARK WAS ESTABLISHED IN THE EXACT, ORIGINAL HORIZONTAL POSITION AS
 GC2670'WAS HELD BY THE ORIGINAL UNDERGROUND MARK.
 GC2670'
 GC2670'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2670'
 GC2670'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE FORT CAMPBELL
 GC2670'MILITARY RESERVATION, ABOUT 12 MILES WEST OF CLARKSVILLE,
 GC2670'AND ACROSS PALMYRA ROAD FROM A SMALL CEMETERY.
 GC2670'
 GC2670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41A AND 79
 GC2670'NEAR THE NORTHWEST CORNER OF CLARKSVILLE, GO WESTERLY ON U.S. HIGHWAY
 GC2670'79 FOR 6.8 MILES TO THE POST OFFICE IN THE SMALL COMMUNITY OF
 GC2670'WOODLAWN. HERE CONTINUE WESTERLY ON U.S.  HIGHWAY 79 FOR 4.2 MILES
 GC2670'TO PALMYRA ROAD ON THE RIGHT AT OLD GATE NO. 11 (NOW ABANDONED)
 GC2670'LEADING INTO THE FORT CAMPBELL MILITARY RESERVATION. HERE TURN RIGHT
 GC2670'ON PALMYRA ROAD AND GO NORTHERLY FOR 1.0 MILE TO CENTERLINE ROAD ON
 GC2670'THE RIGHT, CONTINUE NORTHERLY ON PALMYRA ROAD FOR 0.7 OF A MILE
 GC2670'TO SUCKCHON ROAD ON THE LEFT, CONTINUE NORTHERLY ON PALMYRA ROAD
 GC2670'FOR 0.4 OF A MILE TO PLEASANT MILL ROAD ON THE RIGHT, CONTINUE
 GC2670'NORTHERLY ON PALMYRA ROAD FOR 0.2 OF A MILE TO AN OLD CEMETERY ON
 GC2670'THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2670'
 GC2670'THE STATION IS ON A FLAT-SLOPE ALONG THE EAST SIDE OF THE ROAD, 110
 GC2670'FEET WEST OF A TELEPHONE CABLE RISER 3A15, 109 FEET SOUTH OF AN
 GC2670'8-INCH, TWIN TRUNKED BLACKGUM TREE, 68 FEET NORTHEAST OF THE
 GC2670'APPROXIMATE CENTER OF PALMYRA ROAD AND A GRAVELED ROAD
 GC2670'INTERSECTION, 45 FEET EAST OF THE APPROXIMATE CENTER OF PALMYRA ROAD,
 GC2670'29 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND
 GC2670'1.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 GC2670'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GC2670'PROJECTS 5 INCHES AND THE DISK IS STAMPED RESERVATION 1953 1971.
 GC2670'
 GC2670'RESERVATION HIRAN 1963 (APCS) IS 92 FEET NORTH OF THE APPROXIMATE
 GC2670'CENTER OF THE GRAVELED ROAD, 85 FEET WEST-NORTHWEST OF TELEPHONE
 GC2670'CABLE RISER 3A15, 61 FEET EAST OF THE APPROXIMATE CENTER OF PALMYRA
 GC2670'ROAD, AND 38 FEET SOUTH OF THE 8-INCH, TWIN TRUNKED BLACKGUM
 GC2670'TREE. IT IS A U. S. A. F. GEODETIC SURVEY REFERENCE MARK DISK SET IN
 GC2670'THE TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2670'IS STAMPED RESERVATION HIRAN 1963.
 GC2670'
 GC2670'RES HIRAN ECC (APCS) IS 110 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC2670'THE GRAVELED ROAD, 96 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2670'PALMYRA ROAD, 65 FEET NORTHWEST OF TELEPHONE CABLE RISER 3A15, AND 38
 GC2670'FEET SOUTHEAST OF THE 8-INCH, TWIN TRUNKED BLACKGUM TREE. IT IS
 GC2670'A U. S. A. F. GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK SET IN
 GC2670'AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2670'STAMPED RES HIRAN ECC.
 GC2670'
 GC2670'REFERENCE MARK NO. 3 IS 106 FEET EAST-NORTHEAST OF THE APPROXIMATE
 GC2670'CENTER OF PALMYRA ROAD AND A GRAVELED ROAD INTERSECTION,
 GC2670'99 FEET SOUTH OF THE 8-INCH, TWIN TRUNKED BLACKGUM TREE, 84 FEET EAST
 GC2670'OF THE APPROXIMATE CENTER OF PALMYRA ROAD, 72 FEET WEST OF TELEPHONE
 GC2670'CABLE RISER 3A15, AND 28 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GC2670'GRAVELED ROAD. IT IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2670'12-INCH, SQUARE, CONCRETE MUNUMENT THAT PROJECTS 5 INCHES AND THE
 GC2670'DISK IS STAMPED RESERVATION 1953 NO 3 1971.
 GC2670'
 GC2670'REFERENCE MARK NO. 4 IS ACROSS THE GRAVELED ROAD SOUTH OF THE
 GC2670'STATION, 131 FEET SOUTHWEST OF TELEPHONE CABLE RISER 3A15, 55 FEET
 GC2670'EAST OF THE APPROXIMATE CENTER OF PALMYRA ROAD AND A GRAVELED ROAD
 GC2670'INTERSECTION, AND 17 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2670'THE GRAVELED ROAD. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GC2670'SQUARE,CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GC2670'STAMPED RESERVATION 1953 NO 4 1971.
 GC2670'
 GC2670'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2670'REFERENCE MARK NO. 4 IS 65.21 FEET-19.875 METERS.
 GC2670'
 GC2670'THE HORIZONTAL MEASURED DISTANCE BETWEEN RESERVATION HIRAN 1963
 GC2670'(APCS) AND RES HIRAN ECC (APCS) IS 38.11 FEET-11.615 METERS.
 GC2670'
 GC2670'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2670'RESERVATION HIRAN 1963 (APCS) IS 62.11 FEET-18.932 METERS.
 GC2670'
 GC2670'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND RES
 GC2670'HIRAN ECC (APCS) IS 79.12 FEET-24.114 METERS.
 GC2670'
 GC2670'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE NORTH OF THE STATION, 127
 GC2670'FEET WEST AND ACROSS ROAD FROM TELEPHONE CABLE RISER 3A14, 38 FEET
 GC2670'WEST OF THE APPROXIMATE CENTER OF PALMYRA ROAD, 37 FEET
 GC2670'NORTH-NORTHEAST OF A 24-INCH WHITE OAK TREE, 13 FEET SOUTH OF THE
 GC2670'APPROXIMATE CENTER OF A GRADED ROAD, AND 1.2 FEET EAST OF A METAL
 GC2670'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 GC2670'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 GC2670'DISK IS STAMPED RESERVATION 1953.
 GC2670'
 GC2670'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GC2670'PALMYRA ROAD FOR 0.5 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2670'
 GC2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 12 MILES WEST
 GC2670'OF CLARKSVILLE.
 GC2670
 GC2670                          STATION RECOVERY (1987)
 GC2670
 GC2670'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GC2670'THE STATION WAS RECOVERED AT THIS DATE.
 GC2670'A NEW DESCRIPTION FOLLOWS.
 GC2670'
 GC2670'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 GC2670'WEST OF CLARKSVILLE,
 GC2670'2.1 KM (1.3 MI) NORTH OF U.S. HIGHWAY 79, ON THE FORT CAMPBELL
 GC2670'MILITARY RESERVATION.
 GC2670'OWNERSHIP--FORT CAMPBELL MILITARY RESERVATION.  CONTACT WILKERSON
 GC2670'OR SUGGS TWO DAYS PRIOR FOR ACCESS, TELEPHONE (502)798-8980.
 GC2670'ENTRY IS THROUGH GATE 4 OFF STATE ROUTE 41A TO BUILDING 865 WHERE
 GC2670'A VISITORS PASS CAN BE OBTAINED.
 GC2670'
 GC2670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2670'ROUTE 41A NEAR THE NORTHWEST CORNER OF CLARKSVILLE GO
 GC2670'WEST FOR 12.7 KM (7.9 MI) ON U.S. HIGHWAY 79, PASSING THROUGH THE
 GC2670'COMMUNITY OF WOODLAWN, TO THE JUNCTION OF STATE ROUTE 233.
 GC2670'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 5.0 KM (3.1 MI) ON U.S.
 GC2670'HIGHWAY 79 TO THE JUNCTION OF A PAVED ROAD RIGHT (PALMYRA ROAD),
 GC2670'(ALSO GATE NUMBER 11 TO THE FORT CAMPBELL MILITARY RESERVATION, BUT
 GC2670'NOT MARKED AS SUCH).
 GC2670'TURN RIGHT AND GO NORTH FOR 3.30 KM (2.05 MI) ON PALMYRA ROAD TO A
 GC2670'FORK AT PLEASANT MILL ROAD.
 GC2670'FOLLOW THE LEFT FORK AND GO NORTH FOR 0.3 KM (0.2 MI) ON PALMYRA
 GC2670'ROAD TO THE JUNCTION OF A GRAVEL ROAD, AN OLD CEMETERY ON THE LEFT,
 GC2670'AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 GC2670'JUNCTION, 14.0 METERS (46 FT) EAST OF THE CENTERLINE OF PALMYRA
 GC2670'ROAD.
 GC2670
 GC2670                          STATION RECOVERY (1995)
 GC2670
 GC2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2670'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST OF CLARKSVILLE,
 GC2670'2.1 KM (1.30 MI) NORTH OF U.S. HIGHWAY 79, ON THE FORT CAMPBELL
 GC2670'MILITARY RESERVATION.  OWNERSHIP--FORT CAMPBELL MILITARY RESERVATION,
 GC2670'CALL TWO DAYS PRIOR FOR ACCESS, PHONE 502-798-8980.  ENTRY IS THROUGH
 GC2670'GATE 4 OFF STATE ROUTE 41A TO BUILDING 865 WHERE A VISITORS PASS CAN
 GC2670'BE OBTAINED.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 GC2670'79 (STATE ROUTE 76, DOVER ROAD) AND U.S. HIGHWAY 41A (STATE ROUTE 12,
 GC2670'FORT CAMPBELL BLVD) NEAR THE NORTHWEST CORNER OF CLARKSVILLE, GO WEST
 GC2670'FOR 12.7 KM (7.90 MI) ON U.S. HIGHWAY 79, PASSING THROUGH THE
 GC2670'COMMUNITY OF WOODLAWN, TO THE JUNCTION OF STATE ROUTE 233 ON THE LEFT.
 GC2670'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 5.0 KM (3.10 MI) ON U.S.
 GC2670'HIGHWAY 79 TO THE JUNCTION OF A PAVED ROAD RIGHT, PALMYRA ROAD (ALSO
 GC2670'GATE NUMBER 11 TO THE FORT CAMPBELL MILITARY RESERVATION, BUT NOT
 GC2670'MARKED AS SUCH).  TURN RIGHT AND GO NORTH FOR 3.3 KM (2.05 MI) ON
 GC2670'PALMYRA ROAD TO A FORK AT PLEASANT MILL ROAD.  FOLLOW THE LEFT FORK
 GC2670'AND GO NORTH FOR 0.3 KM (0.20 MI) ON PALMYRA ROAD TO THE JUNCTION OF A
 GC2670'GRAVEL ROAD, AN OLD CEMETERY ON THE LEFT, AND THE STATION ON THE
 GC2670'RIGHT, IN THE NORTHEAST QUADRANT OF THE JUNCTION. LOCATED 52.3 M
 GC2670'(171.6 FT) EAST OF THE SHELBY MONUMENT (TALLEST IN THE CEMETERY), 33.2
 GC2670'M (108.9 FT) SOUTH-SOUTHWEST OF TWIN 12 INCH PERSIMMON TREE, 14.0 M
 GC2670'(45.9 FT) EAST OF THE CENTERLINE OF PALMYRA ROAD, 9.7 M (31.8 FT)
 GC2670'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 5.7 M (18.7 FT) SOUTHEAST
 GC2670'OF UNDERGROUND TELEPHONE CABLE BOX NUMBER 95RC0305 33-38 12DD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0815 ***********************************************************************
 GC0815  DESIGNATION -  RICH
 GC0815  PID         -  GC0815
 GC0815  STATE/COUNTY-  TN/WILLIAMSON
 GC0815  USGS QUAD   -  OAK HILL (1968)
 GC0815
 GC0815                         *CURRENT SURVEY CONTROL
 GC0815  ___________________________________________________________________
 GC0815* NAD 83(1995)-  36 00 03.73749(N)    086 48 31.63090(W)     ADJUSTED  
 GC0815* NAVD 88     -       230.483  (meters)     756.18   (feet)  ADJUSTED  
 GC0815  ___________________________________________________________________
 GC0815  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GC0815  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC0815  DYNAMIC HT  -         230.282 (meters)     755.52  (feet)  COMP
 GC0815  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 GC0815
 GC0815  HORZ ORDER  -  SECOND
 GC0815  VERT ORDER  -  FIRST     CLASS II
 GC0815
 GC0815.The horizontal coordinates were established by classical geodetic methods
 GC0815.and adjusted by the National Geodetic Survey in April 1999..
 GC0815
 GC0815.The orthometric height was determined by differential leveling
 GC0815.and adjusted by the National Geodetic Survey in June 1991..
 GC0815
 GC0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0815
 GC0815.The geoid height was determined by GEOID03.
 GC0815
 GC0815.The dynamic height is computed by dividing the NAVD 88
 GC0815.geopotential number by the normal gravity value computed on the
 GC0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0815.degrees latitude (g = 980.6199 gals.).
 GC0815
 GC0815.The modeled gravity was interpolated from observed gravity values.
 GC0815
 GC0815;                    North         East     Units Scale Factor Converg.
 GC0815;SPC TN       -   185,331.935   527,082.079   MT  0.99995263   -0 28 24.6
 GC0815;SPC TN       -   608,043.19  1,729,268.45   sFT  0.99995263   -0 28 24.6
 GC0815;UTM  16      - 3,984,080.507   517,233.415   MT  0.99960366   +0 06 44.6
 GC0815
 GC0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0815!SPC TN       -   0.99996836  x   0.99995263  =   0.99992100
 GC0815!UTM  16      -   0.99996836  x   0.99960366  =   0.99957204
 GC0815
 GC0815:                Primary Azimuth Mark                     Grid Az
 GC0815:SPC TN       -  RICH AZ MK                               101 38 19.3
 GC0815:UTM  16      -  RICH AZ MK                               101 03 10.1
 GC0815
 GC0815|---------------------------------------------------------------------|
 GC0815| PID    Reference Object                     Distance      Geod. Az  |
 GC0815|                                                           dddmmss.s |
 GC0815| CG6460 RICH AZ MK                                         1010954.7 |
 GC0815| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 1.6 KM 1010956.1 |
 GC0815| GC0814 RICH RM 1                            25.922 METERS 11241     |
 GC0815| GC0816 RICH RM 2                            25.057 METERS 28138     |
 GC0815|---------------------------------------------------------------------|
 GC0815
 GC0815                          SUPERSEDED SURVEY CONTROL
 GC0815
 GC0815  NAD 83(1995)-  36 00 03.74055(N)    086 48 31.63248(W) AD(       ) 2
 GC0815  NAD 83(1995)-  36 00 03.74059(N)    086 48 31.63229(W) AD(       ) 2
 GC0815  NAD 83(1986)-  36 00 03.74811(N)    086 48 31.63398(W) AD(       ) 2
 GC0815  NAD 27      -  36 00 03.52240(N)    086 48 31.62860(W) AD(       ) 2
 GC0815  NGVD 29 (07/19/86)  230.46   (m)          756.1    (f) LEVELING    3  
 GC0815
 GC0815.Superseded values are not recommended for survey control.
 GC0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0815.See file dsdata.txt to determine how the superseded data were derived.
 GC0815
 GC0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1723384081(NAD 83)
 GC0815_MARKER: DD = SURVEY DISK
 GC0815_SETTING: 66 = SET IN ROCK OUTCROP
 GC0815_SP_SET: BEDROCK
 GC0815_STAMPING: RICH 1963
 GC0815_MARK LOGO: TNHD  
 GC0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0815+STABILITY: POSITION/ELEVATION WELL
 GC0815
 GC0815  HISTORY     - Date     Condition        Report By
 GC0815  HISTORY     - 1963     MONUMENTED       TNHD
 GC0815  HISTORY     - 1963     GOOD             TNHD
 GC0815  HISTORY     - 1984     GOOD             NGS
 GC0815
 GC0815                          STATION DESCRIPTION
 GC0815
 GC0815'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0815'2.8 MI S FROM BRENTWOOD.
 GC0815'FROM THE POST OFFICE IN BRENTWOOD, GO 2.8 MILES SOUTH ON U.S.
 GC0815'HIGHWAY 31 TO THE HOME OF S.L RICHARDSON ON THE RIGHT, CONTINUE
 GC0815'SOUTH ON U.S. HIGHWAY 31 FOR ABOUT 100 YARDS TO THE STATION ON
 GC0815'THE RIGHT.  THE MARK IS 99 FEET WEST OF A POST BETWEEN TWO WOODEN
 GC0815'GATES, 21 FEET NORTHWEST OF A 10-INCH HACKBERRY TREE, 9 FEET
 GC0815'NORTH OF A WIRE FENCE, AND 8.9 FEET NORTH OF A WITNESS POST.
 GC0815'THE STATION DISK IS CEMENTED FLUSH IN A DRILLED HOLE IN BEDROCK
 GC0815'6 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED RICH 1963.
 GC0815'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
 GC0815
 GC0815                          STATION RECOVERY (1963)
 GC0815
 GC0815'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC0815'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF NASHVILLE AND 6 MILES
 GC0815'NORTH OF FRANKLIN.
 GC0815'
 GC0815'TO REACH THE STATION FROM THE POST OFFICE IN BRENTWOOD, GO 2.8 MILES
 GC0815'SOUTH ON U.S. HIGHWAY 31 TO THE HOME OF S.L.  RICHARDSON ON THE
 GC0815'RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 31 FOR ABOUT 100 YARDS TO THE
 GC0815'STATION ON THE RIGHT.
 GC0815'
 GC0815'THE STATION IS 99 FEET WEST OF A POST BETWEEN TWO WOODEN GATES, 21
 GC0815'FEET NORTHWEST OF A 10-INCH HACKBERRY TREE, 9 FEET NORTH OF A WIRE
 GC0815'FENCE, AND 8.9 FEET NORTH OF A WITNESS POST.  THE STATION DISK IS
 GC0815'CEMENTED FLUSH IN A DRILLED HOLE IN BEDROCK 6 INCHES BELOW THE
 GC0815'SURFACE AND THE DISK IS STAMPED RICH 1963.
 GC0815'
 GC0815'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE UTILITY POLE, 15 FEET
 GC0815'WEST OF A CORNER GATE POST, AND 1 FOOT NORTHEAST OF A WIRE FENCE.
 GC0815'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC0815'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0815'STAMPED RICH RM-1 1963.
 GC0815'
 GC0815'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 GC0815'IN A T-FENCE CORNER AND 1 FOOT NORTH OF A EAST-WEST FENCE LINE.  THE
 GC0815'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0815'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RICH RM-2
 GC0815'1963.
 GC0815'
 GC0815'THE RADIO STATION WSM MAST WILL SERVE AS THE AZIMUTH.  A COMPLETE
 GC0815'DESCRIPTION OF THIS MAST CAN BE FOUND IN THE U.S.C.  AND G.S. DATA.
 GC0815'
 GC0815'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC0815
 GC0815                          STATION RECOVERY (1984)
 GC0815
 GC0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0815'RECOVERED IN GOOD CONDITION.  NOTE, THE BEDROCK IS 1.0 FOOT UNDER
 GC0815'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1464 ***********************************************************************
 FE1464  DESIGNATION -  RICH
 FE1464  PID         -  FE1464
 FE1464  STATE/COUNTY-  TN/SHELBY
 FE1464  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1464
 FE1464                         *CURRENT SURVEY CONTROL
 FE1464  ___________________________________________________________________
 FE1464* NAD 83(1995)-  35 08 08.51245(N)    089 52 50.25782(W)     ADJUSTED  
 FE1464* NAVD 88     -        96.883  (meters)     317.86   (feet)  ADJUSTED  
 FE1464  ___________________________________________________________________
 FE1464  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE1464  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1464  DYNAMIC HT  -          96.794 (meters)     317.56  (feet)  COMP
 FE1464  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE1464
 FE1464  HORZ ORDER  -  SECOND
 FE1464  VERT ORDER  -  SECOND    CLASS 0
 FE1464
 FE1464.The horizontal coordinates were established by classical geodetic methods
 FE1464.and adjusted by the National Geodetic Survey in April 1999..
 FE1464
 FE1464.The orthometric height was determined by differential leveling
 FE1464.and adjusted by the National Geodetic Survey in June 1991..
 FE1464
 FE1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1464
 FE1464.The geoid height was determined by GEOID03.
 FE1464
 FE1464.The dynamic height is computed by dividing the NAVD 88
 FE1464.geopotential number by the normal gravity value computed on the
 FE1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1464.degrees latitude (g = 980.6199 gals.).
 FE1464
 FE1464.The modeled gravity was interpolated from observed gravity values.
 FE1464
 FE1464;                    North         East     Units Scale Factor Converg.
 FE1464;SPC TN       -    96,034.293   246,415.321   MT  1.00002214   -2 16 18.7
 FE1464;SPC TN       -   315,072.51    808,447.60   sFT  1.00002214   -2 16 18.7
 FE1464;UTM  16      - 3,891,890.692   237,535.069   MT  1.00044908   -1 39 31.6
 FE1464
 FE1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1464!SPC TN       -   0.99998909  x   1.00002214  =   1.00001123
 FE1464!UTM  16      -   0.99998909  x   1.00044908  =   1.00043817
 FE1464
 FE1464:                Primary Azimuth Mark                     Grid Az
 FE1464:SPC TN       -  RICH AZ MK                               108 27 17.2
 FE1464:UTM  16      -  RICH AZ MK                               107 50 30.1
 FE1464
 FE1464|---------------------------------------------------------------------|
 FE1464| PID    Reference Object                     Distance      Geod. Az  |
 FE1464|                                                           dddmmss.s |
 FE1464| FE1467 RICH AZ MK                                         1061058.5 |
 FE1464| FE1466 RICH RM 1                            18.223 METERS 19549     |
 FE1464| FE1465 RICH RM 2                            23.478 METERS 29844     |
 FE1464|---------------------------------------------------------------------|
 FE1464
 FE1464                          SUPERSEDED SURVEY CONTROL
 FE1464
 FE1464  NAD 83(1995)-  35 08 08.51529(N)    089 52 50.25632(W) AD(       ) 2
 FE1464  NAD 83(1995)-  35 08 08.51765(N)    089 52 50.25718(W) AD(       ) 2
 FE1464  NAD 83(1986)-  35 08 08.52286(N)    089 52 50.25823(W) AD(       ) 2
 FE1464  NAD 27      -  35 08 08.20040(N)    089 52 49.94610(W) AD(       ) 2
 FE1464  NGVD 29 (??/??/??)   96.860  (m)          317.78   (f) ADJUSTED    2 0
 FE1464
 FE1464.Superseded values are not recommended for survey control.
 FE1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1464.See file dsdata.txt to determine how the superseded data were derived.
 FE1464
 FE1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3753591891(NAD 83)
 FE1464_MARKER: DS = TRIANGULATION STATION DISK
 FE1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1464_STAMPING: RICH 1959
 FE1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1464+STABILITY: SURFACE MOTION
 FE1464
 FE1464  HISTORY     - Date     Condition        Report By
 FE1464  HISTORY     - 1959     MONUMENTED       CGS
 FE1464  HISTORY     - 1959     GOOD             CGS
 FE1464  HISTORY     - 19941211 MARK NOT FOUND   TN1620
 FE1464  HISTORY     - 20030510 MARK NOT FOUND   GEOCAC
 FE1464
 FE1464                          STATION DESCRIPTION
 FE1464
 FE1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1464'THE STATION IS LOCATED 10 MILES E OF THE BUSINESS CENTER OF MEMPHIS,
 FE1464'1 MILE SOUTH OF US HIGHWAY 64, 70 AND 74 AND 0.35 MILE EAST OF
 FE1464'WHITE STATION ROAD ALONG THE NORTH SIDE OF RICH ROAD.  IT IS ON THE
 FE1464'FRONT LAWN OF THE RICHLAND SCHOOL AND IN THE CENTER OF A GROVE OF
 FE1464'CEDAR TREES.
 FE1464'
 FE1464'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U.S.
 FE1464'HIGHWAY 70) AND WHITE STATION ROAD NEAR THE EAST CITY LIMITS OF
 FE1464'MEMPHIS GO SOUTH ON WHITE STATION ROAD FOR 1.3 MILES TO THE
 FE1464'INTERSECTION WITH RICH ROAD.  TURN LEFT, EAST, ON RICH ROAD AND GO
 FE1464'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FE1464'
 FE1464'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD,
 FE1464'EAST, ON RICH ROAD AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 FE1464'RIGHT AS DESCRIBED.
 FE1464'
 FE1464'THE STATION IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 FE1464'SQUARE CONCRETE POST.  IT IS 100 FEET SOUTH OF A FLAGPOLE, 78
 FE1464'FEET NORTH OF THE CENTER OF RICH ROAD AND 78 FEET NORTHEAST OF A
 FE1464'POWER LINE POLE.  THE MARK IS SET FLUSH AND IS STAMPED RICH 1959.
 FE1464'
 FE1464'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 FE1464'SIDEWALK.  IT IS 36 FEET EAST
 FE1464'OF A POWER LINE POLE AND 24 FEET NORTH OF THE CENTER OF RICH ROAD.
 FE1464'THE MARK IS 2 FEET LOWER IN ELEVATION THAN THE STATION MARK AND
 FE1464'IS STAMPED RICH NO 1 1959.
 FE1464'
 FE1464'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 FE1464'SIDEWALK.  IT IS 94 FEET
 FE1464'SOUTHWEST OF A FLAGPOLE, 24 FEET WEST OF A CEDAR TREE AND 22 FEET
 FE1464'EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE RICHLAND
 FE1464'SCHOOL.  THE MARK IS 3 FEET LOWER IN ELEVATION THAN THE STATION MARK
 FE1464'AND IS STAMPED RICH NO 2 1959.
 FE1464'
 FE1464'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 FE1464'SIDEWALK.  IT IS 55 FEET
 FE1464'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 39 FEET
 FE1464'SOUTH OF THE CENTER OF RICH ROAD, 19 FEET WEST-SOUTHWEST OF A
 FE1464'MAIL BOX AND 9 FEET WEST OF THE CENTER OF A DRIVEWAY.
 FE1464'
 FE1464'HEIGHT OF LIGHT ABOVE STATION MARK 22.22 METERS.
 FE1464
 FE1464                          STATION RECOVERY (1959)
 FE1464
 FE1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1464'AT MEMPHIS.
 FE1464'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70, AND WHITE HAVEN
 FE1464'ROAD, GO SOUTH ON WHITE HAVEN ROAD FOR 1.3 MILE, THENCE 0.3
 FE1464'MILE EAST ON RICH ROAD.  THE STATION IS LOCATED ON THE SOUTHWEST
 FE1464'CORNER OF THE RICH SCHOOL GROUNDS, 99 FT. NORTHWEST OF THE
 FE1464'CENTER OF THE INTERSECTION OF RICH ROAD AND E. NORMANDY ROAD, 69
 FE1464'FT . EAST OF THE EAST CURB OF A DRIVEWAY TO RICH SCHOOL, 59 FT.
 FE1464'NORTH OF THE NORTH CURB OF RICH ROAD, A DISK SET IN TOP OF A
 FE1464'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THIS MARK IS ABOUT
 FE1464'1.3 MILE SOUTH-SOUTHEAST OF SUMMER AZIMUTH.
 FE1464
 FE1464                          STATION RECOVERY (1994)
 FE1464
 FE1464'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1464'MARK NOT FOUND.
 FE1464
 FE1464                          STATION RECOVERY (2003)
 FE1464
 FE1464'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0587 ***********************************************************************
 GC0587  DESIGNATION -  RICH
 GC0587  PID         -  GC0587
 GC0587  STATE/COUNTY-  TN/DAVIDSON
 GC0587  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0587
 GC0587                         *CURRENT SURVEY CONTROL
 GC0587  ___________________________________________________________________
 GC0587* NAD 83(1995)-  36 09 08.54685(N)    086 51 54.34275(W)     ADJUSTED  
 GC0587* NAVD 88     -       176.026  (meters)     577.51   (feet)  ADJUSTED  
 GC0587  ___________________________________________________________________
 GC0587  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GC0587  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0587  DYNAMIC HT  -         175.875 (meters)     577.02  (feet)  COMP
 GC0587  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0587
 GC0587  HORZ ORDER  -  SECOND
 GC0587  VERT ORDER  -  SECOND    CLASS 0
 GC0587
 GC0587.The horizontal coordinates were established by classical geodetic methods
 GC0587.and adjusted by the National Geodetic Survey in April 1999..
 GC0587
 GC0587.The orthometric height was determined by differential leveling
 GC0587.and adjusted by the National Geodetic Survey in June 1991..
 GC0587
 GC0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0587
 GC0587.The geoid height was determined by GEOID03.
 GC0587
 GC0587.The dynamic height is computed by dividing the NAVD 88
 GC0587.geopotential number by the normal gravity value computed on the
 GC0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0587.degrees latitude (g = 980.6199 gals.).
 GC0587
 GC0587.The modeled gravity was interpolated from observed gravity values.
 GC0587
 GC0587;                    North         East     Units Scale Factor Converg.
 GC0587;SPC TN       -   202,166.281   522,153.984   MT  0.99996379   -0 30 23.3
 GC0587;SPC TN       -   663,273.87  1,713,100.20   sFT  0.99996379   -0 30 23.3
 GC0587;UTM  16      - 4,000,857.614   512,135.219   MT  0.99960181   +0 04 46.5
 GC0587
 GC0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0587!SPC TN       -   0.99997697  x   0.99996379  =   0.99994076
 GC0587!UTM  16      -   0.99997697  x   0.99960181  =   0.99957879
 GC0587
 GC0587|---------------------------------------------------------------------|
 GC0587| PID    Reference Object                     Distance      Geod. Az  |
 GC0587|                                                           dddmmss.s |
 GC0587| GC0588 RICH RM 1                            17.320 METERS 07152     |
 GC0587| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 1.3 KM 1822531.3 |
 GC0587| GC0586 RICH RM 2                            13.710 METERS 18257     |
 GC0587| GC0584 THUNDER                             APPROX. 1.2 KM 2460421.1 |
 GC0587|---------------------------------------------------------------------|
 GC0587
 GC0587                          SUPERSEDED SURVEY CONTROL
 GC0587
 GC0587  NAD 83(1995)-  36 09 08.54894(N)    086 51 54.34470(W) AD(       ) 2
 GC0587  NAD 83(1995)-  36 09 08.55061(N)    086 51 54.34531(W) AD(       ) 2
 GC0587  NAD 83(1986)-  36 09 08.55713(N)    086 51 54.34621(W) AD(       ) 2
 GC0587  NAD 27      -  36 09 08.35040(N)    086 51 54.34210(W) AD(       ) 2
 GC0587  NGVD 29 (??/??/92)  176.047  (m)          577.58   (f) ADJ UNCH    2 0
 GC0587
 GC0587.Superseded values are not recommended for survey control.
 GC0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0587.See file dsdata.txt to determine how the superseded data were derived.
 GC0587
 GC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1213500858(NAD 83)
 GC0587_MARKER: DE = TRAVERSE STATION DISK
 GC0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0587_STAMPING: RICH 1959
 GC0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0587+STABILITY: SURFACE MOTION
 GC0587
 GC0587  HISTORY     - Date     Condition        Report By
 GC0587  HISTORY     - 1959     MONUMENTED       CGS
 GC0587  HISTORY     - 1959     GOOD             CGS
 GC0587  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC0587
 GC0587                          STATION DESCRIPTION
 GC0587
 GC0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0587'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF THE TENNESSEE STATE
 GC0587'CAPITOL BUILDING IN NASHVILLE, ON A BRUSH COVERED HILL BETWEEN
 GC0587'MAXON AVENUE AND SUMMIT AVENUE.
 GC0587'
 GC0587'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC0587'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHAROTTE ROAD, (U.S.
 GC0587'HIGHWAY 70 N) FOR 0.9 MILE TO ROBERTSON ROAD. HERE TURN RIGHT ON
 GC0587'ROBERTSON ROAD AND GO NORTH FOR 0.1 MILE TO TWIN STREET ON THE LEFT,
 GC0587'TURN LEFT, WEST, ON TWIN STREET FOR 0.3 MILE TO NEWTON STREET, TURN
 GC0587'RIGHT AND GO NORTH ON NEWTON STREET FOR 0.05 MILE TO A DEAD-END.
 GC0587'HERE TURN LEFT ON A DIM TRACK ROAD AND GO WESTERLY THROUGH THE WOODS
 GC0587'FOR ABOUT 0.05 MILE TO THE TOP OF THE HILL AND THE STATION IN A
 GC0587'SMALL CLEARING AS DESCRIIBED.
 GC0587'
 GC0587'THE STATION MARK IS NEAR THE SUMMIT OF THE HILL AT THE SOUTHWEST
 GC0587'CORNER OF A SMALL GRASSY AREA AND 6 FEET
 GC0587'NORTH-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC0587'STAMPED RICH 1959, SET IN A CONCRETE MONUMENT FLUSH WITH THE
 GC0587'SURFACE OF THE GROUND. AN UNDERGROUND MARK WAS ESTABLISHED.
 GC0587'
 GC0587'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GC0587'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE
 GC0587'GROUND, ABOUT THE SAME ELEVATION AS THE STATION AND THE DISK IS
 GC0587'STAMPED RICH NO. 1 1959.
 GC0587'
 GC0587'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GC0587'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE
 GC0587'GROUND, ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION AND THE DISK
 GC0587'IS STAMPED RICH NO. 2 1959.
 GC0587'
 GC0587'NO AZIMUTH MARK WAS ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 GC0587'FOUND.
 GC0587
 GC0587                          STATION RECOVERY (1959)
 GC0587
 GC0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0587'AT NASHVILLE.
 GC0587'THIS STATION IS 0.7 MILE WEST OF B.M. K 220, TO REACH THE STATION
 GC0587'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD, GO WEST
 GC0587'ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR 0.9 MILE, THENCE 0.1
 GC0587'MILE NORTH ON ROBERTSON ROAD, THENCE 0.3 MILE WEST ON TWIN STREET,
 GC0587'THENCE 0.05 MILE NORTH ON NEWTON STREET TO A DEAD END, THENCE
 GC0587'ABOUT 0.05 MILE WESTERLY ON A DIM TRACK ROAD THROUGH THE WOODS
 GC0587'TO THE TOP OF A HILL AND THE STATION, 6 FT. NORTH-NORTHWEST OF
 GC0587'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC0587'FLUSH WITH THE SURFACE OF THE GROUND.
 GC0587
 GC0587                          STATION RECOVERY (1972)
 GC0587
 GC0587'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (PM)
 GC0587'PLATE MISSING.  BASE BROKEN IN PIECES.
 GC0587'
 GC0587'NEED ANOTHER PLATE OR RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1467 ***********************************************************************
 FE1467  DESIGNATION -  RICH AZ MK
 FE1467  PID         -  FE1467
 FE1467  STATE/COUNTY-  TN/SHELBY
 FE1467  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1467
 FE1467                         *CURRENT SURVEY CONTROL
 FE1467  ___________________________________________________________________
 FE1467* NAD 83(1986)-  35 08 08.     (N)    089 52 49.     (W)     SCALED    
 FE1467* NAVD 88     -        89.437  (meters)     293.43   (feet)  ADJUSTED  
 FE1467  ___________________________________________________________________
 FE1467  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1467  DYNAMIC HT  -          89.355 (meters)     293.16  (feet)  COMP
 FE1467  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE1467
 FE1467  VERT ORDER  -  SECOND    CLASS 0
 FE1467
 FE1467.The horizontal coordinates were scaled from a topographic map and have
 FE1467.an estimated accuracy of +/- 6 seconds.
 FE1467
 FE1467.The orthometric height was determined by differential leveling
 FE1467.and adjusted by the National Geodetic Survey in June 1991..
 FE1467
 FE1467.The geoid height was determined by GEOID03.
 FE1467
 FE1467.The dynamic height is computed by dividing the NAVD 88
 FE1467.geopotential number by the normal gravity value computed on the
 FE1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1467.degrees latitude (g = 980.6199 gals.).
 FE1467
 FE1467.The modeled gravity was interpolated from observed gravity values.
 FE1467
 FE1467;                    North         East    Units  Estimated Accuracy
 FE1467;SPC TN       -    96,020.      246,450.      MT  (+/- 180 meters Scaled)
 FE1467
 FE1467                          SUPERSEDED SURVEY CONTROL
 FE1467
 FE1467  NGVD 29 (??/??/??)   89.414  (m)          293.35   (f) ADJUSTED    2 0
 FE1467
 FE1467.Superseded values are not recommended for survey control.
 FE1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1467.See file dsdata.txt to determine how the superseded data were derived.
 FE1467
 FE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD375918(NAD 83)
 FE1467_MARKER: DZ = AZIMUTH MARK DISK
 FE1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1467_SP_SET: SIDEWALK
 FE1467_STAMPING: RICH 1959
 FE1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1467+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1467
 FE1467  HISTORY     - Date     Condition        Report By
 FE1467  HISTORY     - 1959     MONUMENTED       CGS
 FE1467  HISTORY     - 1959     GOOD             CGS
 FE1467  HISTORY     - 20021015 GOOD             USACE
 FE1467  HISTORY     - 20030510 GOOD             GEOCAC
 FE1467
 FE1467                          STATION DESCRIPTION
 FE1467
 FE1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1467'IN MEMPHIS.
 FE1467'THIS MARK IS 1.3 MILE SOUTH ALONG WHITE HAVEN ROAD FROM THE
 FE1467'INTERSECTION FROM U.S. HIGHWAY 70, THENCE 0.6 MILE EAST ON
 FE1467'RICH ROAD, AT THE JUNCTION OF RICH ROAD AND MONTELO ROAD, 55.5
 FE1467'FT. NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK HOUSE
 FE1467'NO. 5553, 9 FT. NORTH OF THE SOUTH CURB OF RICH ROAD, 9 FT.
 FE1467'WEST OF THE CENTER OF A PRIVATE DRIVE, A DISK DRILLED IN THE
 FE1467'SIDEWALK.  THIS MARK IS ABOUT 0.25 MILE EAST OF STATION RICH
 FE1467'1959.
 FE1467
 FE1467                          STATION RECOVERY (2002)
 FE1467
 FE1467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1467'TOOK DGPS COORDINATES AS N35,08,05 AND W089,52,37
 FE1467'THE DESCRIPTION SHOULD BE CHADNGED TO, MARK IS 9 FT SOUTH OF SOUTH
 FE1467'CURB OF RICH RD.
 FE1467
 FE1467                          STATION RECOVERY (2003)
 FE1467
 FE1467'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2634 ***********************************************************************
 FB2634  DESIGNATION -  RICH MTN LOT
 FB2634  PID         -  FB2634
 FB2634  STATE/COUNTY-  TN/BLOUNT
 FB2634  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2634
 FB2634                         *CURRENT SURVEY CONTROL
 FB2634  ___________________________________________________________________
 FB2634* NAD 83(1995)-  35 37 43.42573(N)    083 47 06.67438(W)     ADJUSTED  
 FB2634* NAVD 88     -      1128.1    (meters)    3701.     (feet)  VERTCON   
 FB2634  ___________________________________________________________________
 FB2634  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 FB2634  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FB2634
 FB2634  HORZ ORDER  -  THIRD
 FB2634
 FB2634.The horizontal coordinates were established by classical geodetic methods
 FB2634.and adjusted by the National Geodetic Survey in April 1999..
 FB2634
 FB2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2634
 FB2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2634
 FB2634.The geoid height was determined by GEOID03.
 FB2634
 FB2634;                    North         East     Units Scale Factor Converg.
 FB2634;SPC TN       -   145,992.916   800,601.297   MT  0.99995479   +1 17 47.9
 FB2634;SPC TN       -   478,978.43  2,626,639.42   sFT  0.99995479   +1 17 47.9
 FB2634;UTM  17      - 3,946,343.203   247,774.192   MT  1.00038403   -1 37 23.9
 FB2634
 FB2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2634!SPC TN       -   0.99982759  x   0.99995479  =   0.99978239
 FB2634!UTM  17      -   0.99982759  x   1.00038403  =   1.00021156
 FB2634
 FB2634                          SUPERSEDED SURVEY CONTROL
 FB2634
 FB2634  NAD 83(1995)-  35 37 43.43054(N)    083 47 06.68393(W) AD(       ) 4
 FB2634  NAD 83(1986)-  35 37 43.43013(N)    083 47 06.68232(W) AD(       ) 4
 FB2634  NAD 27      -  35 37 43.09649(N)    083 47 07.07975(W) AD(       ) 3
 FB2634  NGVD 29 (07/19/86) 1128.2    (m)         3701.     (f) VERT ANG       
 FB2634
 FB2634.Superseded values are not recommended for survey control.
 FB2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2634.See file dsdata.txt to determine how the superseded data were derived.
 FB2634
 FB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4777446343(NAD 83)
 FB2634_MARKER: 57 = LOOKOUT TOWER
 FB2634
 FB2634  HISTORY     - Date     Condition        Report By
 FB2634  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2634
 FB2634                          STATION DESCRIPTION
 FB2634
 FB2634'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2634'JUNCTION OF TENNESSEE STATE HIGHWAY 73 AND CADES COVE ROAD, ALONG
 FB2634'CADES COVE ROAD SW. AND W. 10.7 MI TO T-RD. N. OPPOSITE CHURCH
 FB2634'ON S. SIDE OF RD., TURN N. RIGHT ON TOWNSEND ROAD, 2.6 MI ALONG
 FB2634'TOWNSEND ROAD TO T-RD. E., TURN E. RIGHT THROUGH LOCKED GATE AND GO
 FB2634'2.0 MI ON JEEP TRAIL TO 60 FT STEEL TOWER, DESIGNATED---RICH MOUNTAIN
 FB2634'LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0814 ***********************************************************************
 GC0814  DESIGNATION -  RICH RM 1
 GC0814  PID         -  GC0814
 GC0814  STATE/COUNTY-  TN/WILLIAMSON
 GC0814  USGS QUAD   -  OAK HILL (1968)
 GC0814
 GC0814                         *CURRENT SURVEY CONTROL
 GC0814  ___________________________________________________________________
 GC0814* NAD 83(1986)-  36 00 03.     (N)    086 48 30.     (W)     SCALED    
 GC0814* NAVD 88     -       228.995  (meters)     751.29   (feet)  ADJUSTED  
 GC0814  ___________________________________________________________________
 GC0814  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC0814  DYNAMIC HT  -         228.795 (meters)     750.64  (feet)  COMP
 GC0814  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 GC0814
 GC0814  VERT ORDER  -  FIRST     CLASS II
 GC0814
 GC0814.The horizontal coordinates were scaled from a topographic map and have
 GC0814.an estimated accuracy of +/- 6 seconds.
 GC0814
 GC0814.The orthometric height was determined by differential leveling
 GC0814.and adjusted by the National Geodetic Survey in June 1991..
 GC0814
 GC0814.The geoid height was determined by GEOID03.
 GC0814
 GC0814.The dynamic height is computed by dividing the NAVD 88
 GC0814.geopotential number by the normal gravity value computed on the
 GC0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0814.degrees latitude (g = 980.6199 gals.).
 GC0814
 GC0814.The modeled gravity was interpolated from observed gravity values.
 GC0814
 GC0814;                    North         East    Units  Estimated Accuracy
 GC0814;SPC TN       -   185,310.      527,120.      MT  (+/- 180 meters Scaled)
 GC0814
 GC0814                          SUPERSEDED SURVEY CONTROL
 GC0814
 GC0814.No superseded survey control is available for this station.
 GC0814
 GC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE172840(NAD 83)
 GC0814_MARKER: DD = SURVEY DISK
 GC0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0814_STAMPING: RICH RM-1 1963
 GC0814_MARK LOGO: TNHD  
 GC0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0814+STABILITY: SURFACE MOTION
 GC0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0814+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 GC0814
 GC0814  HISTORY     - Date     Condition        Report By
 GC0814  HISTORY     - 1963     MONUMENTED       TNHD
 GC0814  HISTORY     - 1984     GOOD             NGS
 GC0814  HISTORY     - 20060425 GOOD             TNDT
 GC0814
 GC0814                          STATION DESCRIPTION
 GC0814
 GC0814'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0814'2.8 MI S FROM BRENTWOOD.
 GC0814'THE MARK IS LOCATED AT THE RICH 1963 STATION SITE, 29 FEET NORTH
 GC0814'OF THE UTILITY POLE, 15 FEET WEST OF A CORNER GATE POST, AND 1
 GC0814'FOOT NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC0814'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0814'MONUMENT.
 GC0814
 GC0814                          STATION RECOVERY (1984)
 GC0814
 GC0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0814'RECOVERED IN GOOD CONDITION.
 GC0814'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 GC0814
 GC0814                          STATION RECOVERY (2006)
 GC0814
 GC0814'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (TWB)
 GC0814'3RD ORDER(DIGITAL)LEVEL RUN FROM HOLLY AZ MK (PID FD1400) 4.7 KM
 GC0814'DISTANT, VERIFIED DIFFERENCE OF ELEVATION TO WITHIN 0.011 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1466 ***********************************************************************
 FE1466  DESIGNATION -  RICH RM 1
 FE1466  PID         -  FE1466
 FE1466  STATE/COUNTY-  TN/SHELBY
 FE1466  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1466
 FE1466                         *CURRENT SURVEY CONTROL
 FE1466  ___________________________________________________________________
 FE1466* NAD 83(1986)-  35 08 08.     (N)    089 52 50.     (W)     SCALED    
 FE1466* NAVD 88     -        96.244  (meters)     315.76   (feet)  ADJUSTED  
 FE1466  ___________________________________________________________________
 FE1466  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1466  DYNAMIC HT  -          96.156 (meters)     315.47  (feet)  COMP
 FE1466  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE1466
 FE1466  VERT ORDER  -  SECOND    CLASS 0
 FE1466
 FE1466.The horizontal coordinates were scaled from a topographic map and have
 FE1466.an estimated accuracy of +/- 6 seconds.
 FE1466
 FE1466.The orthometric height was determined by differential leveling
 FE1466.and adjusted by the National Geodetic Survey in June 1991..
 FE1466
 FE1466.The geoid height was determined by GEOID03.
 FE1466
 FE1466.The dynamic height is computed by dividing the NAVD 88
 FE1466.geopotential number by the normal gravity value computed on the
 FE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1466.degrees latitude (g = 980.6199 gals.).
 FE1466
 FE1466.The modeled gravity was interpolated from observed gravity values.
 FE1466
 FE1466;                    North         East    Units  Estimated Accuracy
 FE1466;SPC TN       -    96,020.      246,420.      MT  (+/- 180 meters Scaled)
 FE1466
 FE1466                          SUPERSEDED SURVEY CONTROL
 FE1466
 FE1466  NGVD 29 (??/??/??)   96.221  (m)          315.69   (f) ADJUSTED    2 0
 FE1466
 FE1466.Superseded values are not recommended for survey control.
 FE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1466.See file dsdata.txt to determine how the superseded data were derived.
 FE1466
 FE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD375918(NAD 83)
 FE1466_MARKER: DR = REFERENCE MARK DISK
 FE1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1466_SP_SET: SIDEWALK
 FE1466_STAMPING: RICH NO 1 1959
 FE1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1466
 FE1466  HISTORY     - Date     Condition        Report By
 FE1466  HISTORY     - 1959     MONUMENTED       CGS
 FE1466  HISTORY     - 20030510 GOOD             GEOCAC
 FE1466
 FE1466                          STATION DESCRIPTION
 FE1466
 FE1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1466'AT MEMPHIS.
 FE1466'THIS MARK IS LOCATED AT THE STATION SITE, 59.9 FT.
 FE1466'SOUTH-SOUTHWEST OF THE STATION MARK, 37 FT. EAST OF A POWER
 FE1466'LINE POLE, 1 FT. NORTH OF THE NORTH CURB OF RICH ROAD, A DISK
 FE1466'DRILLED IN THE SIDEWALK.
 FE1466
 FE1466                          STATION RECOVERY (2003)
 FE1466
 FE1466'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0588 ***********************************************************************
 GC0588  DESIGNATION -  RICH RM 1
 GC0588  PID         -  GC0588
 GC0588  STATE/COUNTY-  TN/DAVIDSON
 GC0588  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0588
 GC0588                         *CURRENT SURVEY CONTROL
 GC0588  ___________________________________________________________________
 GC0588* NAD 83(1986)-  36 09 08.     (N)    086 51 54.     (W)     SCALED    
 GC0588* NAVD 88     -       175.699  (meters)     576.44   (feet)  ADJUSTED  
 GC0588  ___________________________________________________________________
 GC0588  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0588  DYNAMIC HT  -         175.548 (meters)     575.94  (feet)  COMP
 GC0588  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0588
 GC0588  VERT ORDER  -  SECOND    CLASS 0
 GC0588
 GC0588.The horizontal coordinates were scaled from a topographic map and have
 GC0588.an estimated accuracy of +/- 6 seconds.
 GC0588
 GC0588.The orthometric height was determined by differential leveling
 GC0588.and adjusted by the National Geodetic Survey in June 1991..
 GC0588
 GC0588.The geoid height was determined by GEOID03.
 GC0588
 GC0588.The dynamic height is computed by dividing the NAVD 88
 GC0588.geopotential number by the normal gravity value computed on the
 GC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0588.degrees latitude (g = 980.6199 gals.).
 GC0588
 GC0588.The modeled gravity was interpolated from observed gravity values.
 GC0588
 GC0588;                    North         East    Units  Estimated Accuracy
 GC0588;SPC TN       -   202,150.      522,160.      MT  (+/- 180 meters Scaled)
 GC0588
 GC0588                          SUPERSEDED SURVEY CONTROL
 GC0588
 GC0588  NGVD 29 (??/??/92)  175.720  (m)          576.51   (f) ADJ UNCH    2 0
 GC0588
 GC0588.Superseded values are not recommended for survey control.
 GC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0588.See file dsdata.txt to determine how the superseded data were derived.
 GC0588
 GC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF121008(NAD 83)
 GC0588_MARKER: DR = REFERENCE MARK DISK
 GC0588_SETTING: 66 = SET IN ROCK OUTCROP
 GC0588_SP_SET: BEDROCK
 GC0588_STAMPING: RICH NO 1 1959
 GC0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0588+STABILITY: POSITION/ELEVATION WELL
 GC0588
 GC0588  HISTORY     - Date     Condition        Report By
 GC0588  HISTORY     - 1959     MONUMENTED       CGS
 GC0588
 GC0588                          STATION DESCRIPTION
 GC0588
 GC0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0588'AT NASHVILLE.
 GC0588'THIS MARK IS LOCATED AT THE RICH 1959 STATION SITE, 44.9 FT.
 GC0588'SOUTHWEST OF THE STATION, A DISK DRILLED IN THE TOP OF AN
 GC0588'OUTCROPPING BED ROCK FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0816 ***********************************************************************
 GC0816  DESIGNATION -  RICH RM 2
 GC0816  PID         -  GC0816
 GC0816  STATE/COUNTY-  TN/WILLIAMSON
 GC0816  USGS QUAD   -  OAK HILL (1968)
 GC0816
 GC0816                         *CURRENT SURVEY CONTROL
 GC0816  ___________________________________________________________________
 GC0816* NAD 83(1986)-  36 00 03.     (N)    086 48 30.     (W)     SCALED    
 GC0816* NAVD 88     -       233.256  (meters)     765.27   (feet)  POSTED    
 GC0816  ___________________________________________________________________
 GC0816  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC0816  DYNAMIC HT  -         233.050 (meters)     764.60  (feet)  COMP
 GC0816  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 GC0816
 GC0816  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GC0816
 GC0816.The horizontal coordinates were scaled from a topographic map and have
 GC0816.an estimated accuracy of +/- 6 seconds.
 GC0816
 GC0816.The orthometric height was determined by differential leveling
 GC0816.and adjusted by the National Geodetic Survey in 1992..
 GC0816.No vertical observational check was made to the station.
 GC0816.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GC0816.was located on a no-check spur therefore a value was not computed.
 GC0816
 GC0816.The geoid height was determined by GEOID03.
 GC0816
 GC0816.The dynamic height is computed by dividing the NAVD 88
 GC0816.geopotential number by the normal gravity value computed on the
 GC0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0816.degrees latitude (g = 980.6199 gals.).
 GC0816
 GC0816.The modeled gravity was interpolated from observed gravity values.
 GC0816
 GC0816;                    North         East    Units  Estimated Accuracy
 GC0816;SPC TN       -   185,310.      527,120.      MT  (+/- 180 meters Scaled)
 GC0816
 GC0816                          SUPERSEDED SURVEY CONTROL
 GC0816
 GC0816  NGVD 29 (??/??/92)  233.235  (m)          765.21   (f) ADJ UNCH    2 0
 GC0816
 GC0816.Superseded values are not recommended for survey control.
 GC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0816.See file dsdata.txt to determine how the superseded data were derived.
 GC0816
 GC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE172840(NAD 83)
 GC0816_MARKER: DD = SURVEY DISK
 GC0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0816_STAMPING: RICH RM-2 1963
 GC0816_MARK LOGO: TNHD  
 GC0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0816+STABILITY: SURFACE MOTION
 GC0816
 GC0816  HISTORY     - Date     Condition        Report By
 GC0816  HISTORY     - 1963     MONUMENTED       TNHD
 GC0816  HISTORY     - 1984     GOOD             NGS
 GC0816
 GC0816                          STATION DESCRIPTION
 GC0816
 GC0816'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0816'2.8 MI S FROM BRENTWOOD.
 GC0816'THE MARK IS LOCATED AT THE RICH 1963 STATION SITE, 3 FEET EAST OF
 GC0816'A NORTH-SOUTH FENCE LINE AND IN A T-FENCE CORNER AND 1 FOOT NORTH
 GC0816'OF A EAST-WEST FENCE LINE.  THE MARK IS A STANDARD TENNESSEE
 GC0816'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0816'MONUMENT.
 GC0816
 GC0816                          STATION RECOVERY (1984)
 GC0816
 GC0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0816'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1465 ***********************************************************************
 FE1465  DESIGNATION -  RICH RM 2
 FE1465  PID         -  FE1465
 FE1465  STATE/COUNTY-  TN/SHELBY
 FE1465  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1465
 FE1465                         *CURRENT SURVEY CONTROL
 FE1465  ___________________________________________________________________
 FE1465* NAD 83(1986)-  35 08 08.     (N)    089 52 50.     (W)     SCALED    
 FE1465* NAVD 88     -        95.623  (meters)     313.72   (feet)  ADJUSTED  
 FE1465  ___________________________________________________________________
 FE1465  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1465  DYNAMIC HT  -          95.535 (meters)     313.43  (feet)  COMP
 FE1465  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE1465
 FE1465  VERT ORDER  -  SECOND    CLASS 0
 FE1465
 FE1465.The horizontal coordinates were scaled from a topographic map and have
 FE1465.an estimated accuracy of +/- 6 seconds.
 FE1465
 FE1465.The orthometric height was determined by differential leveling
 FE1465.and adjusted by the National Geodetic Survey in June 1991..
 FE1465
 FE1465.The geoid height was determined by GEOID03.
 FE1465
 FE1465.The dynamic height is computed by dividing the NAVD 88
 FE1465.geopotential number by the normal gravity value computed on the
 FE1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1465.degrees latitude (g = 980.6199 gals.).
 FE1465
 FE1465.The modeled gravity was interpolated from observed gravity values.
 FE1465
 FE1465;                    North         East    Units  Estimated Accuracy
 FE1465;SPC TN       -    96,020.      246,420.      MT  (+/- 180 meters Scaled)
 FE1465
 FE1465                          SUPERSEDED SURVEY CONTROL
 FE1465
 FE1465  NGVD 29 (??/??/??)   95.600  (m)          313.65   (f) ADJUSTED    2 0
 FE1465
 FE1465.Superseded values are not recommended for survey control.
 FE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1465.See file dsdata.txt to determine how the superseded data were derived.
 FE1465
 FE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD375918(NAD 83)
 FE1465_MARKER: DR = REFERENCE MARK DISK
 FE1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1465_SP_SET: SIDEWALK
 FE1465_STAMPING: RICH NO 2 1959
 FE1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1465
 FE1465  HISTORY     - Date     Condition        Report By
 FE1465  HISTORY     - 1959     MONUMENTED       CGS
 FE1465  HISTORY     - 19941211 GOOD             TN1620
 FE1465  HISTORY     - 20030510 GOOD             GEOCAC
 FE1465
 FE1465                          STATION DESCRIPTION
 FE1465
 FE1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1465'AT MEMPHIS.
 FE1465'THIS MARK IS LOCATED AT THE STATION SITE.  77.2 FT.
 FE1465'WEST-NORTHWEST OF THE STATION MARK, 87 FT. SOUTH-SOUTHWEST OF
 FE1465'THE SOUTHWEST CORNER OF SCHOOL, 0.5 FT. EAST OF THE EAST CURB OF
 FE1465'A DRIVE TO THE SCHOOL, A DISK DRILLED IN THE SIDEWALK.
 FE1465
 FE1465                          STATION RECOVERY (1994)
 FE1465
 FE1465'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1465'RECOVERED IN GOOD CONDITION.
 FE1465
 FE1465                          STATION RECOVERY (2003)
 FE1465
 FE1465'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0586 ***********************************************************************
 GC0586  DESIGNATION -  RICH RM 2
 GC0586  PID         -  GC0586
 GC0586  STATE/COUNTY-  TN/DAVIDSON
 GC0586  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0586
 GC0586                         *CURRENT SURVEY CONTROL
 GC0586  ___________________________________________________________________
 GC0586* NAD 83(1986)-  36 09 08.     (N)    086 51 54.     (W)     SCALED    
 GC0586* NAVD 88     -       175.115  (meters)     574.52   (feet)  ADJUSTED  
 GC0586  ___________________________________________________________________
 GC0586  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0586  DYNAMIC HT  -         174.965 (meters)     574.03  (feet)  COMP
 GC0586  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0586
 GC0586  VERT ORDER  -  SECOND    CLASS 0
 GC0586
 GC0586.The horizontal coordinates were scaled from a topographic map and have
 GC0586.an estimated accuracy of +/- 6 seconds.
 GC0586
 GC0586.The orthometric height was determined by differential leveling
 GC0586.and adjusted by the National Geodetic Survey in June 1991..
 GC0586
 GC0586.The geoid height was determined by GEOID03.
 GC0586
 GC0586.The dynamic height is computed by dividing the NAVD 88
 GC0586.geopotential number by the normal gravity value computed on the
 GC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0586.degrees latitude (g = 980.6199 gals.).
 GC0586
 GC0586.The modeled gravity was interpolated from observed gravity values.
 GC0586
 GC0586;                    North         East    Units  Estimated Accuracy
 GC0586;SPC TN       -   202,150.      522,160.      MT  (+/- 180 meters Scaled)
 GC0586
 GC0586                          SUPERSEDED SURVEY CONTROL
 GC0586
 GC0586  NGVD 29 (??/??/92)  175.136  (m)          574.59   (f) ADJ UNCH    2 0
 GC0586
 GC0586.Superseded values are not recommended for survey control.
 GC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0586.See file dsdata.txt to determine how the superseded data were derived.
 GC0586
 GC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF121008(NAD 83)
 GC0586_MARKER: DR = REFERENCE MARK DISK
 GC0586_SETTING: 66 = SET IN ROCK OUTCROP
 GC0586_SP_SET: BEDROCK
 GC0586_STAMPING: RICH NO 2 1959
 GC0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0586+STABILITY: POSITION/ELEVATION WELL
 GC0586
 GC0586  HISTORY     - Date     Condition        Report By
 GC0586  HISTORY     - 1959     MONUMENTED       CGS
 GC0586
 GC0586                          STATION DESCRIPTION
 GC0586
 GC0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0586'AT NASHVILLE.
 GC0586'THIS MARK IS LOCATED AT THE RICH 1959 STATION SITE, 56.8 FT.
 GC0586'NORTHWEST OF THE STATION MARK, A DISK DRILLED IN THE TOP OF AN
 GC0586'OUTCROPPING BED ROCK SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0390 ***********************************************************************
 FD0390  DESIGNATION -  RICHLAND
 FD0390  PID         -  FD0390
 FD0390  STATE/COUNTY-  TN/MARSHALL
 FD0390  USGS QUAD   -  BRICK CHURCH (1981)
 FD0390
 FD0390                         *CURRENT SURVEY CONTROL
 FD0390  ___________________________________________________________________
 FD0390* NAD 83(1995)-  35 18 38.11634(N)    086 53 32.00061(W)     ADJUSTED  
 FD0390* NAVD 88     -       296.255  (meters)     971.96   (feet)  ADJUSTED  
 FD0390  ___________________________________________________________________
 FD0390  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FD0390  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0390  DYNAMIC HT  -         295.981 (meters)     971.06  (feet)  COMP
 FD0390  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0390
 FD0390  HORZ ORDER  -  SECOND
 FD0390  VERT ORDER  -  SECOND    CLASS 0
 FD0390
 FD0390.The horizontal coordinates were established by classical geodetic methods
 FD0390.and adjusted by the National Geodetic Survey in April 1999..
 FD0390
 FD0390.The orthometric height was determined by differential leveling
 FD0390.and adjusted by the National Geodetic Survey in June 1991..
 FD0390
 FD0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0390
 FD0390.The geoid height was determined by GEOID03.
 FD0390
 FD0390.The dynamic height is computed by dividing the NAVD 88
 FD0390.geopotential number by the normal gravity value computed on the
 FD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0390.degrees latitude (g = 980.6199 gals.).
 FD0390
 FD0390.The modeled gravity was interpolated from observed gravity values.
 FD0390
 FD0390;                    North         East     Units Scale Factor Converg.
 FD0390;SPC TN       -   108,796.330   518,861.559   MT  0.99998986   -0 31 20.4
 FD0390;SPC TN       -   356,942.63  1,702,298.30   sFT  0.99998986   -0 31 20.4
 FD0390;UTM  16      - 3,907,492.289   509,797.580   MT  0.99960118   +0 03 44.3
 FD0390
 FD0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0390!SPC TN       -   0.99995785  x   0.99998986  =   0.99994771
 FD0390!UTM  16      -   0.99995785  x   0.99960118  =   0.99955904
 FD0390
 FD0390|---------------------------------------------------------------------|
 FD0390| PID    Reference Object                     Distance      Geod. Az  |
 FD0390|                                                           dddmmss.s |
 FD0390| FD0389 RICHLAND RM 1                         5.209 METERS 05246     |
 FD0390| FD0393 BASS                                APPROX. 1.0 KM 1345921.3 |
 FD0390| FD0391 RICHLAND RM 2                         4.513 METERS 32535     |
 FD0390|---------------------------------------------------------------------|
 FD0390
 FD0390                          SUPERSEDED SURVEY CONTROL
 FD0390
 FD0390  NAD 83(1995)-  35 18 38.11900(N)    086 53 32.00117(W) AD(       ) 2
 FD0390  NAD 83(1995)-  35 18 38.12173(N)    086 53 32.00272(W) AD(       ) 2
 FD0390  NAD 83(1986)-  35 18 38.12614(N)    086 53 32.00154(W) AD(       ) 2
 FD0390  NAD 27      -  35 18 37.84710(N)    086 53 31.99140(W) AD(       ) 2
 FD0390  NGVD 29 (??/??/92)  296.233  (m)          971.89   (f) ADJ UNCH    2 0
 FD0390
 FD0390.Superseded values are not recommended for survey control.
 FD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0390.See file dsdata.txt to determine how the superseded data were derived.
 FD0390
 FD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0979807492(NAD 83)
 FD0390_MARKER: DE = TRAVERSE STATION DISK
 FD0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0390_STAMPING: RICHLAND 1960
 FD0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0390
 FD0390  HISTORY     - Date     Condition        Report By
 FD0390  HISTORY     - 1960     MONUMENTED       CGS
 FD0390  HISTORY     - 1960     GOOD             CGS
 FD0390
 FD0390                          STATION DESCRIPTION
 FD0390
 FD0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0390'THE STATION IS LOCATED ON THE PROPERTY OF MR OWEN BASS, ABOUT 11
 FD0390'MILES SOUTHWEST OF
 FD0390'LEWISBURG, ABOUT 4 MILES SOUTHWEST OF CORNERSVILLE AND
 FD0390'ON A SMALL KNOLL WHICH HAS A
 FD0390'FEW SCATTERED TREES ON IT.
 FD0390'
 FD0390'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD0390'SOUTHWEST ON U S HIGHWAY
 FD0390'31A FOR 4.5 MILES TO A DRIVEWAY ON THE RIGHT AND A SIGN ON
 FD0390'THE LEFT LONE MAPLE, ALSO
 FD0390'MR J H MCCORDS MAIL BOX.  TURN RIGHT, AND
 FD0390'GO 0.05 MILE TO MR J H MCCORDS HOUSE.
 FD0390'FOLLOW TRACK ROAD ALONG THE
 FD0390'NORTH SIDE OF MR MCCORDS HOUSE, THEN GO WESTERLY FOR 0.3
 FD0390'MILE TO A GATE.
 FD0390'PROCEED NORTHWEST ON TRACK ROAD FOR 0.1 MILE TO AN ABANDONED
 FD0390'HOUSE AND END OF TRUCK
 FD0390'TRAVEL.  FROM THE HOUSE PACK NORTHWEST ABOUT
 FD0390'0.2 MILE TO THE SUMMIT OF A KNOLL AND THE
 FD0390'STATION.
 FD0390'
 FD0390'THE STATION MARK IS A STANDARD DISK, BRAZED TO THE TOP OF A 2-INCH
 FD0390'GALVANIZED IRON PIPE,
 FD0390'STAMPED RICHLAND 1960, AND PROJECTS 8 INCHES.  IT IS 26
 FD0390'FEET NORTHWEST OF A 16-INCH
 FD0390'WALNUT TREE AND 7.7 FEET SOUTHEAST OF A
 FD0390'WITNESS SIGN.
 FD0390'
 FD0390'REFERENCE MARK NO 1 IS A STANDARD DISK, BRAZED TO THE TOP OF A 2-INCH
 FD0390'GALVANIZED IRON
 FD0390'PIPE, STAMPED RICHLAND NO 1 1960, AND PROJECTS 5
 FD0390'INCHES.  IT IS 26 FEET NORTH OF A
 FD0390'16-INCH WALNUT TREE AND ABOUT 1
 FD0390'FOOT LOWER THAN THE STATION MARK.
 FD0390'
 FD0390'REFERENCE MARK NO 2 IS A STANDARD DISK, BRAZED TO THE TOP OF A 2-INCH
 FD0390'GALVANIZED IRON
 FD0390'PIPE, STAMPED RICHLAND NO 2 1960, AND PROJECTS 6
 FD0390'INCHES.  IT IS 7.8 FEET NORTH OF A
 FD0390'WITNESS SIGN, AND ABOUT THE SAME
 FD0390'ELEVATION AS THE STATION MARK.
 FD0390'
 FD0390'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0390'22.1 FEET.
 FD0390'
 FD0390'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0390'STATION BASS WILL SERVE
 FD0390'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0390'
 FD0390'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FD0390
 FD0390                          STATION RECOVERY (1960)
 FD0390
 FD0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0390'5.2 MI S FROM CORNERSVILLE.
 FD0390'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0390'HIGHWAY 31A FOR 4.5 MILES TO A DRIVEWAY ON THE RIGHT AND A SIGN
 FD0390'ON THE LEFT LONE MAPLE, ALSO MR. J.H. MC CORDS MAIL BOX.  TURN
 FD0390'RIGHT, AND GO 0.05 MILE TO MR. J.H. MC CORDS HOUSE.  FOLLOW
 FD0390'TRACK ROAD ALONG THE NORTH SIDE OF MR. MC CORDS HOUSE, THEN
 FD0390'GO WESTERLY FOR 0.3 MILE TO A GATE.  PROCEED NORTHWEST ON TRACK
 FD0390'ROAD FOR 0.1 MILE TO AN ABANDONED HOUSE AND END OF TRACK ROAD.
 FD0390'FROM THE HOUSE GO NORTHWEST ABOUT 0.2 MILE TO THE SUMMIT OF A
 FD0390'KNOLL AND THE STATION.  THE STATION MARK IS 26 FT. NORTHWEST
 FD0390'OF A 16-INCH WALNUT TREE AND 7.7 FT. SOUTHEAST OF A WITNESS
 FD0390'SIGN.  THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED
 FD0390'IRON PIPE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2604 ***********************************************************************
 GC2604  DESIGNATION -  RICHLAND
 GC2604  PID         -  GC2604
 GC2604  STATE/COUNTY-  TN/HUMPHREYS
 GC2604  USGS QUAD   -  HALLS CREEK (1973)
 GC2604
 GC2604                         *CURRENT SURVEY CONTROL
 GC2604  ___________________________________________________________________
 GC2604* NAD 83(1995)-  36 07 37.11440(N)    087 46 48.28698(W)     ADJUSTED  
 GC2604* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 GC2604  ___________________________________________________________________
 GC2604  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GC2604  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2604
 GC2604  HORZ ORDER  -  THIRD
 GC2604
 GC2604.The horizontal coordinates were established by classical geodetic methods
 GC2604.and adjusted by the National Geodetic Survey in April 1999..
 GC2604
 GC2604.The orthometric height was scaled from a topographic map.
 GC2604
 GC2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2604
 GC2604.The geoid height was determined by GEOID03.
 GC2604
 GC2604;                    North         East     Units Scale Factor Converg.
 GC2604;SPC TN       -   200,461.317   439,774.147   MT  0.99996143   -1 02 31.7
 GC2604;SPC TN       -   657,680.17  1,442,825.68   sFT  0.99996143   -1 02 31.7
 GC2604;UTM  16      - 3,998,313.860   429,805.482   MT  0.99966071   -0 27 35.8
 GC2604
 GC2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2604!SPC TN       -   0.99997031  x   0.99996143  =   0.99993174
 GC2604!UTM  16      -   0.99997031  x   0.99966071  =   0.99963103
 GC2604
 GC2604|---------------------------------------------------------------------|
 GC2604| PID    Reference Object                     Distance      Geod. Az  |
 GC2604|                                                           dddmmss.s |
 GC2604| CG6464 RICHLAND RM 1                        25.325 METERS 05352     |
 GC2604| GC2602 MLB 1340                             38.346 METERS 09106     |
 GC2604| CG6463 RICHLAND AZ MK                                     1891228.8 |
 GC2604| CG6465 RICHLAND RM 2                        25.203 METERS 24738     |
 GC2604|---------------------------------------------------------------------|
 GC2604
 GC2604                          SUPERSEDED SURVEY CONTROL
 GC2604
 GC2604  NAD 83(1995)-  36 07 37.11620(N)    087 46 48.29074(W) AD(       ) 3
 GC2604  NAD 83(1995)-  36 07 37.11706(N)    087 46 48.29202(W) AD(       ) 3
 GC2604  NAD 83(1986)-  36 07 37.12424(N)    087 46 48.28885(W) AD(       ) 3
 GC2604  NAD 27      -  36 07 36.91000(N)    087 46 48.20000(W) AD(       ) 3
 GC2604
 GC2604.Superseded values are not recommended for survey control.
 GC2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2604.See file dsdata.txt to determine how the superseded data were derived.
 GC2604
 GC2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2980598314(NAD 83)
 GC2604_MARKER: DS = TRIANGULATION STATION DISK
 GC2604_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2604
 GC2604  HISTORY     - Date     Condition        Report By
 GC2604  HISTORY     - 1952     MONUMENTED       CGS
 GC2604  HISTORY     - 1972     GOOD             LOCENG
 GC2604  HISTORY     - 1975     GOOD             NGS
 GC2604
 GC2604                          STATION DESCRIPTION
 GC2604
 GC2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2604'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WAVERLY IN THE
 GC2604'SOUTHEAST EDGE OF A CULTIVATED FIELD AND ON PROPERTY OWNED BY MR.
 GC2604'ROBERT E. BROWNING. IT IS 69 FEET NORTHWEST OF THE INTERSECTION OF
 GC2604'STATE HIGHWAY 13 AND A GRAVEL DRIVEWAY, 44 FEET NORTHEAST OF AN 8
 GC2604'INCH HICKORY TREE AND 36 FEET NORTH OF THE CENTER OF THE DRIVEWAY.
 GC2604'THE MARK IS ABOUT 12 INCHES BELOW THE GROUND AND THE DISK IS
 GC2604'STAMPED RICHLAND 1952.
 GC2604'
 GC2604'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 GC2604'2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK
 GC2604'IS STAMPED RICHLAND NO. 1 1952.
 GC2604'
 GC2604'REFERENCE MARK NO. 2 IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2604'MR. BROWNINGS HOUSE AND 11 FEET SOUTHEAST OF A 12 INCH OAK TREE.
 GC2604'THE MARK IS FLUSH AND THE DISK IS STAMPED RICHLAND NO. 2 1952.
 GC2604'
 GC2604'MLB 1340 (TVA) IS 56 FEET NORTH OF A TELEPHONE POLE, 36 FEET EAST OF
 GC2604'THE CENTER OF HIGHWAY 13 AND 3 FEET WEST OF A FENCE. THE MARK IS A 6
 GC2604'X 6 INCH CONCRETE POST WITH A BRONZE TVA DISK IN THE TOP. THE MARK
 GC2604'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MLB 1340 1947.
 GC2604'
 GC2604'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF HIGHWAY 13, 7 FEET WEST
 GC2604'OF A POWER LINE POLE AND 4 FEET NORTH OF A WHITE WITNESS POST. THE
 GC2604'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RICHLAND 1952.
 GC2604'
 GC2604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2604'HIGHWAY 13 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN WAVERLY, GO
 GC2604'NORTHEAST ON HIGHWAY 13 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT
 GC2604'AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO THE
 GC2604'STATION ON THE LEFT AS DESCRIBED.
 GC2604'
 GC2604'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2604
 GC2604                          STATION RECOVERY (1972)
 GC2604
 GC2604'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2604'RICHLAND STATION MARK RECOVERED IN GOOD CONDITION.
 GC2604'
 GC2604'RICHLAND 1952 FOUND STAMPED ON THE POINT.
 GC2604'
 GC2604'ADD TO DESCRIPTION--
 GC2604'92.3 N 45 E FROM 16 INCH HICKORY.
 GC2604'PROPERTY OWNER DOESNT WANT A SIGN SET.
 GC2604'
 GC2604'RICHLAND RM 1 RECOVERED IN GOOD CONDITION.
 GC2604'
 GC2604'RICHLAND NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2604'
 GC2604'ADD TO DESCRIPTION--
 GC2604'86.2 S 40 W FROM A POWER POLE.
 GC2604'78.2 N 45 W FROM MLB 1340.
 GC2604'STATION IS ON BANK 6 INCHES UNDERGROUND.
 GC2604'
 GC2604'RICHLAND RM 2 RECOVERED IN GOOD CONDITION.
 GC2604'
 GC2604'RICHLAND NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2604'
 GC2604'ADD TO DESCRIPTION--
 GC2604'10.7 N 65 E FROM A 10 INCH HICKORY.
 GC2604'35.8 N 20 W FROM A 14 INCH HICKORY.
 GC2604'
 GC2604'RICHLAND AZIMUTH DESTROYED.
 GC2604'
 GC2604'RICHLAND 1952 FOUND STAMPED ON THE POINT.
 GC2604'
 GC2604'MONUMENT PUSHED OUT.
 GC2604'CAP KNOCKED OUT AND RECOVERED.
 GC2604'
 GC2604'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.9 MI. NE OF WAVERLY.
 GC2604
 GC2604                          STATION RECOVERY (1975)
 GC2604
 GC2604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2604'THE STATION, REFERENCE MARKS AND THE TVA MARK WERE FOUND IN GOOD
 GC2604'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND WAS
 GC2604'REPORTED AS DESTROYED IN 1972.  THE DESCRIPTION IS GOOD WITH THE
 GC2604'BELOW--
 GC2604'
 GC2604'THE STATION MARK IS 92 FEET NORTHEAST OF A 12 INCH HICKORY TREE, 34
 GC2604'FEET NORTH OF THE CENTERLINE OF DRIVEWAY AND 70 FEET NORTHWEST OF
 GC2604'THE CENTERLINE OF STATE HIGHWAY 13.
 GC2604'
 GC2604'REFERENCE MARK 1 IS 86 FEET SOUTHWEST OF A POWER TRANSFORMER POLE,
 GC2604'43 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND FLUSH WITH
 GC2604'THE GROUND.
 GC2604'
 GC2604'REFERENCE MARK 2 IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GC2604'HOUSE, 10 FEET NORTHEAST OF A 12 INCH HICKORY TREE AND 35 FEET
 GC2604'NORTHWEST OF A 14 INCH HICKORY TREE.
 GC2604'
 GC2604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GC2604'NORTHEAST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0389 ***********************************************************************
 FD0389  DESIGNATION -  RICHLAND RM 1
 FD0389  PID         -  FD0389
 FD0389  STATE/COUNTY-  TN/MARSHALL
 FD0389  USGS QUAD   -  BRICK CHURCH (1981)
 FD0389
 FD0389                         *CURRENT SURVEY CONTROL
 FD0389  ___________________________________________________________________
 FD0389* NAD 83(1986)-  35 18 37.     (N)    086 53 31.     (W)     SCALED    
 FD0389* NAVD 88     -       295.979  (meters)     971.06   (feet)  ADJUSTED  
 FD0389  ___________________________________________________________________
 FD0389  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0389  DYNAMIC HT  -         295.705 (meters)     970.16  (feet)  COMP
 FD0389  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0389
 FD0389  VERT ORDER  -  SECOND    CLASS 0
 FD0389
 FD0389.The horizontal coordinates were scaled from a topographic map and have
 FD0389.an estimated accuracy of +/- 6 seconds.
 FD0389
 FD0389.The orthometric height was determined by differential leveling
 FD0389.and adjusted by the National Geodetic Survey in June 1991..
 FD0389
 FD0389.The geoid height was determined by GEOID03.
 FD0389
 FD0389.The dynamic height is computed by dividing the NAVD 88
 FD0389.geopotential number by the normal gravity value computed on the
 FD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0389.degrees latitude (g = 980.6199 gals.).
 FD0389
 FD0389.The modeled gravity was interpolated from observed gravity values.
 FD0389
 FD0389;                    North         East    Units  Estimated Accuracy
 FD0389;SPC TN       -   108,760.      518,890.      MT  (+/- 180 meters Scaled)
 FD0389
 FD0389                          SUPERSEDED SURVEY CONTROL
 FD0389
 FD0389  NGVD 29 (??/??/92)  295.957  (m)          970.99   (f) ADJ UNCH    2 0
 FD0389
 FD0389.Superseded values are not recommended for survey control.
 FD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0389.See file dsdata.txt to determine how the superseded data were derived.
 FD0389
 FD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE098074(NAD 83)
 FD0389_MARKER: DR = REFERENCE MARK DISK
 FD0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0389_STAMPING: RICHLAND NO 1 1960
 FD0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0389
 FD0389  HISTORY     - Date     Condition        Report By
 FD0389  HISTORY     - 1960     MONUMENTED       CGS
 FD0389
 FD0389                          STATION DESCRIPTION
 FD0389
 FD0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0389'5.2 MI S FROM CORNERSVILLE.
 FD0389'THIS MARK IS LOCATED AT THE RICHLAND 1960 STATION SITE, 18
 FD0389'FT. NORTHEAST OF THE STATION MARK, 26 FT. NORTH OF A 16-INCH
 FD0389'WALNUT TREE AND ABOUT 1 FT. LOWER THAN THE STATION.  THE DISK IS
 FD0389'BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS
 FD0389'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0391 ***********************************************************************
 FD0391  DESIGNATION -  RICHLAND RM 2
 FD0391  PID         -  FD0391
 FD0391  STATE/COUNTY-  TN/MARSHALL
 FD0391  USGS QUAD   -  BRICK CHURCH (1981)
 FD0391
 FD0391                         *CURRENT SURVEY CONTROL
 FD0391  ___________________________________________________________________
 FD0391* NAD 83(1986)-  35 18 37.     (N)    086 53 31.     (W)     SCALED    
 FD0391* NAVD 88     -       296.457  (meters)     972.63   (feet)  ADJUSTED  
 FD0391  ___________________________________________________________________
 FD0391  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0391  DYNAMIC HT  -         296.183 (meters)     971.73  (feet)  COMP
 FD0391  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0391
 FD0391  VERT ORDER  -  SECOND    CLASS 0
 FD0391
 FD0391.The horizontal coordinates were scaled from a topographic map and have
 FD0391.an estimated accuracy of +/- 6 seconds.
 FD0391
 FD0391.The orthometric height was determined by differential leveling
 FD0391.and adjusted by the National Geodetic Survey in June 1991..
 FD0391
 FD0391.The geoid height was determined by GEOID03.
 FD0391
 FD0391.The dynamic height is computed by dividing the NAVD 88
 FD0391.geopotential number by the normal gravity value computed on the
 FD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0391.degrees latitude (g = 980.6199 gals.).
 FD0391
 FD0391.The modeled gravity was interpolated from observed gravity values.
 FD0391
 FD0391;                    North         East    Units  Estimated Accuracy
 FD0391;SPC TN       -   108,760.      518,890.      MT  (+/- 180 meters Scaled)
 FD0391
 FD0391                          SUPERSEDED SURVEY CONTROL
 FD0391
 FD0391  NGVD 29 (??/??/92)  296.435  (m)          972.55   (f) ADJ UNCH    2 0
 FD0391
 FD0391.Superseded values are not recommended for survey control.
 FD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0391.See file dsdata.txt to determine how the superseded data were derived.
 FD0391
 FD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE098074(NAD 83)
 FD0391_MARKER: DR = REFERENCE MARK DISK
 FD0391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0391_STAMPING: RICHLAND NO 2 1960
 FD0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0391
 FD0391  HISTORY     - Date     Condition        Report By
 FD0391  HISTORY     - 1960     MONUMENTED       CGS
 FD0391
 FD0391                          STATION DESCRIPTION
 FD0391
 FD0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0391'5.2 MI S FROM CORNERSVILLE.
 FD0391'THIS MARK IS LOCATED AT THE RICHLAND 1960 STATION SITE, 14.8
 FD0391'FT. NORTHWEST OF THE STATION MARK AND 7.8 FT. NORTH OF A WITNESS
 FD0391'SIGN.  THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED
 FD0391'PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2448 ***********************************************************************
 GB2448  DESIGNATION -  RICHVILLE
 GB2448  PID         -  GB2448
 GB2448  STATE/COUNTY-  TN/CLAY
 GB2448  USGS QUAD   -  CELINA (1981)
 GB2448
 GB2448                         *CURRENT SURVEY CONTROL
 GB2448  ___________________________________________________________________
 GB2448* NAD 83(1995)-  36 33 28.54014(N)    085 36 13.50805(W)     ADJUSTED  
 GB2448* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2448  ___________________________________________________________________
 GB2448  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GB2448  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB2448
 GB2448  HORZ ORDER  -  SECOND
 GB2448
 GB2448.The horizontal coordinates were established by classical geodetic methods
 GB2448.and adjusted by the National Geodetic Survey in April 1999..
 GB2448
 GB2448.The orthometric height was scaled from a topographic map.
 GB2448
 GB2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2448
 GB2448.The geoid height was determined by GEOID03.
 GB2448
 GB2448;                    North         East     Units Scale Factor Converg.
 GB2448;SPC TN       -   246,896.175   635,474.712   MT  1.00002811   +0 13 55.1
 GB2448;SPC TN       -   810,025.20  2,084,886.62   sFT  1.00002811   +0 13 55.1
 GB2448;SPC KY1Z     - 1,024,938.237 1,513,094.914   MT  1.00016707   +0 05 23.2
 GB2448;SPC KY1Z     - 3,362,651.53  4,964,212.23   sFT  1.00016707   +0 05 23.2
 GB2448;SPC KY S     -   524,934.401   513,093.204   MT  1.00003646   +0 05 19.3
 GB2448;SPC KY S     - 1,722,222.28  1,683,373.29   sFT  1.00003646   +0 05 19.3
 GB2448;UTM  16      - 4,046,740.641   624,951.758   MT  0.99979236   +0 49 54.3
 GB2448
 GB2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2448!SPC TN       -   0.99995551  x   1.00002811  =   0.99998362
 GB2448!SPC KY1Z     -   0.99995551  x   1.00016707  =   1.00012258
 GB2448!SPC KY S     -   0.99995551  x   1.00003646  =   0.99999197
 GB2448!UTM  16      -   0.99995551  x   0.99979236  =   0.99974788
 GB2448
 GB2448|---------------------------------------------------------------------|
 GB2448| PID    Reference Object                     Distance      Geod. Az  |
 GB2448|                                                           dddmmss.s |
 GB2448| CG6467 RICHVILLE RM 1                       23.836 METERS 09559     |
 GB2448| CG6468 RICHVILLE RM 2                       24.802 METERS 20225     |
 GB2448| CG6466 RICHVILLE AZ MK                                    3532030.7 |
 GB2448|---------------------------------------------------------------------|
 GB2448
 GB2448                          SUPERSEDED SURVEY CONTROL
 GB2448
 GB2448  NAD 83(1995)-  36 33 28.54106(N)    085 36 13.50832(W) AD(       ) 2
 GB2448  NAD 83(1995)-  36 33 28.54915(N)    085 36 13.51354(W) AD(       ) 2
 GB2448  NAD 83(1986)-  36 33 28.55083(N)    085 36 13.51310(W) AD(       ) 2
 GB2448  NAD 27      -  36 33 28.33600(N)    085 36 13.61200(W) AD(       ) 2
 GB2448
 GB2448.Superseded values are not recommended for survey control.
 GB2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2448.See file dsdata.txt to determine how the superseded data were derived.
 GB2448
 GB2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2495246741(NAD 83)
 GB2448_MARKER: DS = TRIANGULATION STATION DISK
 GB2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2448
 GB2448  HISTORY     - Date     Condition        Report By
 GB2448  HISTORY     - 1949     MONUMENTED       CGS
 GB2448  HISTORY     - 1966     GOOD             TNHD
 GB2448
 GB2448                          STATION DESCRIPTION
 GB2448
 GB2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2448'STATION IS LOCATED ABOUT 11 MILES SOUTH OF TOMPKINSVILLE AND 6 MILES
 GB2448'WEST OF CELINA ON A VERY SMALL PROMINENT KNOLL.  IT IS 27 FEET
 GB2448'NORTHWEST OF A TRIANGLE BLAZED OAK TREE, 14 FEET EAST OF A FENCE LINE
 GB2448'AND 7 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 GB2448'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RICHVILLE 1949.
 GB2448'
 GB2448'REFERENCE MARK NO. 1 IS 50 FEET WEST OF CENTER OF A GRAVEL ROAD.  THE
 GB2448'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RICHVILLE
 GB2448'NO 1 1949.
 GB2448'
 GB2448'REFERENCE MARK NO. 2 IS 24 FEET NORTHWEST OF CENTER OF GRAVEL ROAD
 GB2448'AND 5 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2448'AND THE DISK IS STAMPED RICHVILLE NO 2 1949.
 GB2448'
 GB2448'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF STATION, 22 FEET WEST
 GB2448'OF CENTER OF GRAVEL ROAD, 1 FOOT SOUTHWEST OF A POWER POLE AND 1
 GB2448'FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2448'AND THE DISK IS STAMPED RICHVILLE 1949.
 GB2448'
 GB2448'TO REACH STATION FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO WEST
 GB2448'AND NORTH ON STATE HIGHWAY 52 FOR 7.85 MILES TO THE SMALL VILLAGE OF
 GB2448'MOSS, TURN LEFT ON A GRAVEL ROAD AND GO 2.4 MILES TO A VERY NARROW
 GB2448'FORK IN ROAD.  FROM THIS POINT FOLLOW ALONG THE EDGE OF FIELD
 GB2448'ON RIGHT AND GO TO THE TOP OF SMALL KNOLL AND STATION AS DESCRIBED.
 GB2448'
 GB2448'TO REACH AZIMUTH MARK FROM THE STA, RETURN TO RD, TURN LEFT AND GO
 GB2448'0.3 MI TO A PRIVATE DRIVEWAY ON LEFT AND T ROAD RIGHT,
 GB2448'TURN RIGHT ON GRAVEL ROAD AND GO 0.25 MILE TO THE AZIMUTH MARK ON
 GB2448'RIGHT NEAR A POWER POLE AS DESCRIBED.
 GB2448'
 GB2448'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2448
 GB2448                          STATION RECOVERY (1966)
 GB2448
 GB2448'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2448'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 GB2448'DISCREPANCY WAS NOTED IN THE DIRECTION TO REFERENCE MARKS NO. 1
 GB2448'AND NO. 2.  DUE TO MINOR CHANGES IN THE AREA, A NEW AND COMPLETE
 GB2448'DESCRIPTION FOLLOWS.
 GB2448'
 GB2448'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF CELINA.
 GB2448'
 GB2448'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB2448'NORTHWESTERLY ON STATE ROUTE 52 FOR 7.8 MILES TO THE SMALL COMMUNITY
 GB2448'OF MOSS AND A PAVED ROAD ON THE LEFT, TURN LEFT AND GO SOUTHERLY ON
 GB2448'THE PAVED ROAD FOR 2.2 MILES TO A PAVED ROAD ON THE LEFT,*
 GB2448'CONTINUE FOR 0.3 MILE TO A FORK, KEEP RIGHT AND GO 0.05 MILE TO THE
 GB2448'STATION ON A SMALL KNOLL ON THE RIGHT.
 GB2448'
 GB2448'THE STATION IS 30 FEET NORTH OF A 12-INCH OAK TREE WITH A TRIANGULAR
 GB2448'BLAZE AND 14 FEET EAST OF A FENCE.  THE SURFACE MARK IS A
 GB2448'STANDARD U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP
 GB2448'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 GB2448'INCHES AND THE DISK IS STAMPED RICHVILLE 1949.
 GB2448'
 GB2448'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE SOUTH EDGE OF A CLEARED
 GB2448'FIELD AND 2 FEET NORTH OF A 3-INCH HICKORY TREE.  THE MARK IS A
 GB2448'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2448'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND
 GB2448'THE DISK IS STAMPED RICHVILLE NO 1 1949.
 GB2448'
 GB2448'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB2448'THE PAVED ROAD, 27 FEET SOUTH OF A 4-INCH CEDAR TREE AND 8 FEET
 GB2448'NORTHEAST OF A 16-INCH OAK TREE, THE MARK IS A STANDARD USC AND GS
 GB2448'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB2448'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GB2448'RICHVILLE NO 2 1949.
 GB2448'
 GB2448'THE AZIMUTH MARK IS 22 FEET EAST OF THE PAVED ROAD, 16 FEET NORTH OF
 GB2448'A GRAVELED DRIVE AND 1 FOOT WEST OF A UTILITY POLE WITH A
 GB2448'TRANSFORMER.  THE MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK
 GB2448'DISK SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE MONUMENT THAT
 GB2448'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED RICHVILLE 1949.
 GB2448'
 GB2448'TO REACH THE AZIMUTH MARK,* TURN LEFT AND GO 0.25 MILE ON THE PAVED
 GB2448'ROAD TO THE MARK ON THE RIGHT.
 GB2448'
 GB2448'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2448'
 GB2448'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2113 ***********************************************************************
 FB2113  DESIGNATION -  RICKARD
 FB2113  PID         -  FB2113
 FB2113  STATE/COUNTY-  TN/KNOX
 FB2113  USGS QUAD   -  KNOXVILLE (1978)
 FB2113
 FB2113                         *CURRENT SURVEY CONTROL
 FB2113  ___________________________________________________________________
 FB2113* NAD 83(1995)-  35 59 40.66133(N)    083 57 50.79853(W)     ADJUSTED  
 FB2113* NAVD 88     -       317.053  (meters)    1040.20   (feet)  ADJUSTED  
 FB2113  ___________________________________________________________________
 FB2113  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FB2113  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2113  DYNAMIC HT  -         316.758 (meters)    1039.23  (feet)  COMP
 FB2113  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FB2113
 FB2113  HORZ ORDER  -  SECOND
 FB2113  VERT ORDER  -  SECOND    CLASS 0
 FB2113
 FB2113.The horizontal coordinates were established by classical geodetic methods
 FB2113.and adjusted by the National Geodetic Survey in April 1999..
 FB2113
 FB2113.The orthometric height was determined by differential leveling
 FB2113.and adjusted by the National Geodetic Survey in June 1991..
 FB2113
 FB2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2113
 FB2113.The geoid height was determined by GEOID03.
 FB2113
 FB2113.The dynamic height is computed by dividing the NAVD 88
 FB2113.geopotential number by the normal gravity value computed on the
 FB2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2113.degrees latitude (g = 980.6199 gals.).
 FB2113
 FB2113.The modeled gravity was interpolated from observed gravity values.
 FB2113
 FB2113;                    North         East     Units Scale Factor Converg.
 FB2113;SPC TN       -   186,228.666   783,553.742   MT  0.99995231   +1 11 30.8
 FB2113;SPC TN       -   610,985.22  2,570,709.24   sFT  0.99995231   +1 11 30.8
 FB2113;UTM  17      - 3,987,416.811   232,796.471   MT  1.00047985   -1 44 35.0
 FB2113;UTM  16      - 3,987,616.167   773,675.966   MT  1.00052300   +1 47 07.2
 FB2113
 FB2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2113!SPC TN       -   0.99995506  x   0.99995231  =   0.99990737
 FB2113!UTM  17      -   0.99995506  x   1.00047985  =   1.00043489
 FB2113!UTM  16      -   0.99995506  x   1.00052300  =   1.00047804
 FB2113
 FB2113|---------------------------------------------------------------------|
 FB2113| PID    Reference Object                     Distance      Geod. Az  |
 FB2113|                                                           dddmmss.s |
 FB2113| FB2112 RICKARD RM 1                         10.604 METERS 04818     |
 FB2113| FB2665 NORWOOD TVA MICROWAVE MAST 239      432.281 METERS 1532945.5 |
 FB2113| FB2666 RADIO                               450.604 METERS 1591243.0 |
 FB2113| FB2114 RICKARD RM 2                         10.272 METERS 22751     |
 FB2113|---------------------------------------------------------------------|
 FB2113
 FB2113                          SUPERSEDED SURVEY CONTROL
 FB2113
 FB2113  NAD 83(1995)-  35 59 40.66913(N)    083 57 50.79681(W) AD(       ) 2
 FB2113  NAD 83(1986)-  35 59 40.67478(N)    083 57 50.79492(W) AD(       ) 2
 FB2113  NAD 27      -  35 59 40.37870(N)    083 57 51.12710(W) AD(       ) 2
 FB2113  NGVD 29 (??/??/92)  317.183  (m)         1040.62   (f) ADJ UNCH    2 0
 FB2113
 FB2113.Superseded values are not recommended for survey control.
 FB2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2113.See file dsdata.txt to determine how the superseded data were derived.
 FB2113
 FB2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3279687417(NAD 83)
 FB2113_MARKER: DE = TRAVERSE STATION DISK
 FB2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2113_STAMPING: RICKARD 1960
 FB2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2113+STABILITY: SURFACE MOTION
 FB2113
 FB2113  HISTORY     - Date     Condition        Report By
 FB2113  HISTORY     - 1960     MONUMENTED       CGS
 FB2113  HISTORY     - 1961     GOOD             NGS
 FB2113  HISTORY     - 1982     GOOD             LOCSUR
 FB2113
 FB2113                          STATION DESCRIPTION
 FB2113
 FB2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2113'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DOWNTOWN KNOXVILLE.
 FB2113'
 FB2113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB2113'MERCHANTS DRIVE, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 0.95 MILE
 FB2113'TO A CROSS STREET, TURN RIGHT, SOUTHWEST, ON TILLERY ROAD FOR 0.1
 FB2113'MILE TO A FORK, TAKE LEFT FORK, SOUTH, FOR 0.25 MILE TO A FORK,
 FB2113'TAKE LEFT FORK, SOUTHEAST, FOR 0.1 MILE TO A T-ROAD LEFT, TURN LEFT,
 FB2113'NORTHEAST FOR 0.1 MILE TO THE STATION ON THE LEFT.
 FB2113'
 FB2113'STATION MARK IS 21 FEET NORTHWEST OF THE CENTER OF A BLACK TOP STREET
 FB2113'AND 1.5 FEET NORTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 FB2113'TRAVERSE DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FB2113'RICKARD 1960.
 FB2113'
 FB2113'REFERENCE MARK NO. 1 IS 22 FEET NORTHWEST OF THE CENTER OF A BLACK
 FB2113'TOP ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST,
 FB2113'SET FLUSH, AND IS STAMPED RICKARD NO 1 1960.
 FB2113'
 FB2113'REFERENCE MARK NO. 2 IS 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FB2113'A HOUSE AND 21 FEET NORTHWEST OF THE CENTER OF A BLACK TOP STREET.
 FB2113'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND
 FB2113'IS STAMPED RICKARD NO 2 1960.
 FB2113'
 FB2113'NORWOOD, TVA MICRO-WAVE RELAY 239 MAST WILL SERVE AS THE AZIMUTH
 FB2113'MARK.  SEE DESCRIPTION THEREOF.
 FB2113'
 FB2113'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FB2113
 FB2113                          STATION RECOVERY (1961)
 FB2113
 FB2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2113'IN KNOXVILLE.
 FB2113'FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND TILLERY ROAD IN
 FB2113'NORTHWEST KNOXVILLE, GO 0.1 MILE SOUTHWEST ON TILLERY ROAD TO
 FB2113'A FORK, TAKE LEFT FORK, SOUTH FOR 0.25 MILE TO A FORK, TAKE LEFT
 FB2113'FORK, SOUTHEAST, FOR 0.1 MILE TO A T ROAD LEFT, TURN LEFT,
 FB2113'NORTHEAST FOR 0.1 MILE AND THE STATION ON THE LEFT.  THE STATION
 FB2113'MARK IS 21 FT. NORTHWEST OF THE CENTER OF BLACK TOP ROAD AND
 FB2113'1.5 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FB2113'OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 FB2113'THE ROAD.  NOTE-- THIS STATION IS ABOUT 0.5 MILE SOUTH OF
 FB2113'KENSI 1960.
 FB2113
 FB2113                          STATION RECOVERY (1982)
 FB2113
 FB2113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2113'RICKARD 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED AND
 FB2113'HEREWITH ADDITIONALLY NOTED--THE STATION MARK IS LOCATED 655 FEET
 FB2113'N. E. ALONG CASSELL DR. FROM ITS INTERSECTION WITH THE CENTERLINE
 FB2113'OF GAP RD. (CASSELL DR IS PARALLEL TO AND SOUTHEASTERLY OF I-640
 FB2113'AND RICKARD DR.) THE MARK IS 156 FEET S. W. OF A FIRE HYDRANT
 FB2113'AND LOCATED ON LOT NO. 24 BETWEEN HOUSE NO. 1407 AND 1401
 FB2113'CASSELL DRIVE.  (CITY BLOCK 41530).
 FB2113'
 FB2113'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3514 ***********************************************************************
 GA3514  DESIGNATION -  RICKARD
 GA3514  PID         -  GA3514
 GA3514  STATE/COUNTY-  TN/JEFFERSON
 GA3514  USGS QUAD   -  WHITE PINE (1961)
 GA3514
 GA3514                         *CURRENT SURVEY CONTROL
 GA3514  ___________________________________________________________________
 GA3514* NAD 83(1995)-  36 07 06.34315(N)    083 22 19.37205(W)     ADJUSTED  
 GA3514* NAVD 88     -       486.4    (meters)    1596.     (feet)  VERTCON   
 GA3514  ___________________________________________________________________
 GA3514  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GA3514  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA3514
 GA3514  HORZ ORDER  -  SECOND
 GA3514
 GA3514.The horizontal coordinates were established by classical geodetic methods
 GA3514.and adjusted by the National Geodetic Survey in April 1999..
 GA3514
 GA3514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3514
 GA3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3514
 GA3514.The geoid height was determined by GEOID03.
 GA3514
 GA3514;                    North         East     Units Scale Factor Converg.
 GA3514;SPC TN       -   201,231.883   836,553.354   MT  0.99996068   +1 32 18.6
 GA3514;SPC TN       -   660,208.27  2,744,592.13   sFT  0.99996068   +1 32 18.6
 GA3514;UTM  17      - 3,999,689.818   286,514.304   MT  1.00016160   -1 23 55.5
 GA3514
 GA3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3514!SPC TN       -   0.99992853  x   0.99996068  =   0.99988922
 GA3514!UTM  17      -   0.99992853  x   1.00016160  =   1.00009012
 GA3514
 GA3514:                Primary Azimuth Mark                     Grid Az
 GA3514:SPC TN       -  RICKARD AZ MK                            126 56 02.3
 GA3514:UTM  17      -  RICKARD AZ MK                            129 52 16.4
 GA3514
 GA3514|---------------------------------------------------------------------|
 GA3514| PID    Reference Object                     Distance      Geod. Az  |
 GA3514|                                                           dddmmss.s |
 GA3514| DC3123 RICKARD AZ MK                                      1282820.9 |
 GA3514| DC3125 RICKARD RM 2                         92.294 METERS 21525     |
 GA3514| DC3124 RICKARD RM 1                         16.715 METERS 28420     |
 GA3514|---------------------------------------------------------------------|
 GA3514
 GA3514                          SUPERSEDED SURVEY CONTROL
 GA3514
 GA3514  NAD 83(1995)-  36 07 06.34841(N)    083 22 19.37556(W) AD(       ) 2
 GA3514  NAD 83(1995)-  36 07 06.35114(N)    083 22 19.37786(W) AD(       ) 2
 GA3514  NAD 83(1995)-  36 07 06.34960(N)    083 22 19.37589(W) AD(       ) 2
 GA3514  NAD 83(1986)-  36 07 06.35354(N)    083 22 19.37515(W) AD(       ) 2
 GA3514  NAD 27      -  36 07 06.02200(N)    083 22 19.76600(W) AD(       ) 2
 GA3514  NGVD 29 (07/19/86)  486.5    (m)         1596.     (f) VERT ANG       
 GA3514
 GA3514.Superseded values are not recommended for survey control.
 GA3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3514.See file dsdata.txt to determine how the superseded data were derived.
 GA3514
 GA3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8651499690(NAD 83)
 GA3514_MARKER: DS = TRIANGULATION STATION DISK
 GA3514_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GA3514
 GA3514  HISTORY     - Date     Condition        Report By
 GA3514  HISTORY     - 1934     MONUMENTED       CGS
 GA3514  HISTORY     - 1949     GOOD             TVA
 GA3514  HISTORY     - 1961     GOOD             CGS
 GA3514
 GA3514                          STATION DESCRIPTION
 GA3514
 GA3514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3514'ABOUT 8 MILES SOUTH-SOUTHWEST OF MORRISTOWN, 5 MILES NORTHWEST OF
 GA3514'WHITE PLAINS,
 GA3514'3-1/4 MILES SOUTHEAST OF TALBOT, ON TOP OF HIGH BARE
 GA3514'SUMMIT ALONG BAYS MOUNTAIN
 GA3514'(KNOWN LOCALLY AS JUMPOFF), AND IN
 GA3514'CULTIVATED FIELD OF MRS.  MATT RICKARD.  TO
 GA3514'REACH FROM JUNCTION OF
 GA3514'ROUTES 11E AND 25E AT FIRST NATIONAL BANK BUILDING IN
 GA3514'MORRISTOWN, GO
 GA3514'EAST 0.15 MILE ON ROUTE 25E, TURN RIGHT AROUND SOUTHERN SERVICE
 GA3514'STATION AND KEEP
 GA3514'STRAIGHT AHEAD ON ASPHALT AND STONE ROAD 5.8 MILES
 GA3514'TO T.J.  PEOPLES STORE AT NORTHEAST
 GA3514'ANGLE OF ROAD, CONTINUE STRAIGHT
 GA3514'AHEAD 0.3 MILE TO ROAD FORKS, FOLLOW RIGHT GRAVEL FORK
 GA3514'1.65 MILES TO
 GA3514'CROSSROAD WITH STORE AT NORTHWEST ANGLE, GO 0.45 MILE TO CROSSROAD
 GA3514'AND E.  L.
 GA3514'HENSONS HOUSE ON LEFT, GO 0.05 MILE, FOLLOW OLD WOODS
 GA3514'ROAD TO RIGHT 0.1 MILE TO
 GA3514'TRIANGLE-BLAZED OAK TREE ON RIGHT, AND GO
 GA3514'UP STEEP GRADE 1/4 MILE NORTHWEST TO STATION
 GA3514'SITE 64 FEET SOUTH OF
 GA3514'24-INCH OAK TREE AND 16 YARDS EAST-SOUTHEAST OF FENCE.  SURFACE
 GA3514'AND UNDERGROUND
 GA3514'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3514'UPPER MARK IS 8
 GA3514'INCHES BELOW SURFACE OF GROUND.  REFERENCE
 GA3514'AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GA3514'DISKS IN CONCRETE.
 GA3514'NO.  1 IS ON DOWN SLOPE, 4 FEET EAST OF FENCE, AND 54.75
 GA3514'FEET FROM
 GA3514'STATION.  NO.  2 IS ON BACKBONE OF
 GA3514'RIDGE AND 302.8
 GA3514'FEET FROM STATION.
 GA3514'AZIMUTH MARK IS ON WEST SIDE OF
 GA3514'ROAD, AT EDGE OF FIELD, ON PROPERTY
 GA3514'OF TOM MILLER, ABOUT 90 YARDS EAST OF DAVE MILLERS
 GA3514'HOME, AND ABOUT
 GA3514'0.25 MILE FROM STATION.
 GA3514
 GA3514                          STATION RECOVERY (1949)
 GA3514
 GA3514'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3514'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED IN
 GA3514'GOOD CONDITION.
 GA3514'STATION DISK IS STAMPED RICKARD 1934.
 GA3514'
 GA3514'STEEL POST WITH CONTROL MARKER SIGN SET AT STATION AND AZIMUTH MARK.
 GA3514'
 GA3514'STATION IS LOCATED 8.0 MILES SSW OF MORRISTOWN.
 GA3514
 GA3514                          STATION RECOVERY (1961)
 GA3514
 GA3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3514'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GA3514'AZIMUTH MARK WERE
 GA3514'RECOVERED AND FOUND IN GOOD CONDITION.  UNABLE TO OBTAIN
 GA3514'HORIZONTAL DIRECTION AND
 GA3514'DISTANCE TO REFERENCE MARK NO.  2 BECAUSE OF
 GA3514'BUSHES AND TREES.  FOLLOWING IS A NEW AND
 GA3514'COMPLETE DESCRIPTION.
 GA3514'
 GA3514'THE STATION IS LOCATED ON THE PROPERTY OF MR. DAN MILLER, ABOUT 8
 GA3514'MILES SOUTHWEST OF
 GA3514'MORRISTOWN, 5 MILES WEST OF WHITE PINE, 3 MILES
 GA3514'SOUTHEAST OF TALBOTT, ON A
 GA3514'TIMBERED COVERED RIDGE.
 GA3514'
 GA3514'TO REACH THE STATION FROM THE POST OFFICE IN WHITE PINE, GO WESTERLY
 GA3514'ON STATE HIGHWAY 66A FOR
 GA3514'0.85 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 GA3514'HARD SURFACE ROAD AND GO 1.0 MILE
 GA3514'TO A FORK, KEEP RIGHT AND GO 2.05
 GA3514'MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD ON
 GA3514'WHITE PINE ROAD FOR
 GA3514'1.3 MILES TO A CROSSROAD, TURN LEFT ON MANSFIELD GAP ROAD AND GO
 GA3514'0.65 MILE TO THE
 GA3514'AZIMUTH MARK ON THE LEFT AND A FRAME HOUSE ON THE RIGHT,
 GA3514'CONTINUE FOR 0.05 MILE TO A
 GA3514'DRIVEWAY, TURN RIGHT AND GO 0.05 MILE TO
 GA3514'MR.  DAN MILLERS RESIDENCE AND THE END OF
 GA3514'TRUCK TRAVEL.  PACK
 GA3514'NORTHERLY TO THE TOP OF RIDGE AND STATION, A DISTANCE OF
 GA3514'ABOUT 0.2 MILE.
 GA3514'
 GA3514'THE STATION MARK IS A STANDARD DISK, STAMPED RICKARD 1934, SET IN A
 GA3514'CONCRETE MONUMENT WHICH
 GA3514'IS ABOUT 8 INCHES BELOW THE SURFACE.  IT IS 52 FEET
 GA3514'SOUTHEAST OF A WIRE FENCE, 6.4
 GA3514'FEET NORTH OF A WITNESS POST AND SIGN
 GA3514'AND SET ON THE HIGHEST PART OF RIDGE.
 GA3514'
 GA3514'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED RICKARD NO 1 1934,
 GA3514'SET IN A CONCRETE
 GA3514'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 7 FEET NORTHEAST OF
 GA3514'A 24-INCH TREE, 5 FEET
 GA3514'SOUTHEAST OF A WIRE FENCE AND ABOUT 8 FEET
 GA3514'LOWER THAN THE STATION ELEVATION.
 GA3514'
 GA3514'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED RICKARD NO 2 1934,
 GA3514'SET IN A CONCRETE
 GA3514'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS SOUTHWEST OF THE
 GA3514'STATION SET IN ABOUT THE
 GA3514'CENTER OF THE RIDGE.
 GA3514'
 GA3514'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED RICKARD AZI
 GA3514'1934, SET IN A CONCRETE
 GA3514'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 42 FEET SOUTHEAST
 GA3514'OF A TELEPHONE POLE NO.  101,
 GA3514'18 FEET SOUTHEAST OF THE CENTER
 GA3514'MANSFIELD GA P ROAD, 13 FEET NORTHEAST OF A
 GA3514'DRIVEWAY, 8 FEET
 GA3514'NORTHWEST OF A TELEPHONE GUY POLE, AND 1.0 FEET WEST OF A
 GA3514'WITNESS POST
 GA3514'AND SIGN.
 GA3514'
 GA3514'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2112 ***********************************************************************
 FB2112  DESIGNATION -  RICKARD RM 1
 FB2112  PID         -  FB2112
 FB2112  STATE/COUNTY-  TN/KNOX
 FB2112  USGS QUAD   -  KNOXVILLE (1978)
 FB2112
 FB2112                         *CURRENT SURVEY CONTROL
 FB2112  ___________________________________________________________________
 FB2112* NAD 83(1986)-  35 59 40.     (N)    083 57 51.     (W)     SCALED    
 FB2112* NAVD 88     -       316.237  (meters)    1037.52   (feet)  ADJUSTED  
 FB2112  ___________________________________________________________________
 FB2112  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2112  DYNAMIC HT  -         315.943 (meters)    1036.56  (feet)  COMP
 FB2112  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FB2112
 FB2112  VERT ORDER  -  SECOND    CLASS 0
 FB2112
 FB2112.The horizontal coordinates were scaled from a topographic map and have
 FB2112.an estimated accuracy of +/- 6 seconds.
 FB2112
 FB2112.The orthometric height was determined by differential leveling
 FB2112.and adjusted by the National Geodetic Survey in June 1991..
 FB2112
 FB2112.The geoid height was determined by GEOID03.
 FB2112
 FB2112.The dynamic height is computed by dividing the NAVD 88
 FB2112.geopotential number by the normal gravity value computed on the
 FB2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2112.degrees latitude (g = 980.6199 gals.).
 FB2112
 FB2112.The modeled gravity was interpolated from observed gravity values.
 FB2112
 FB2112;                    North         East    Units  Estimated Accuracy
 FB2112;SPC TN       -   186,210.      783,550.      MT  (+/- 180 meters Scaled)
 FB2112
 FB2112                          SUPERSEDED SURVEY CONTROL
 FB2112
 FB2112  NGVD 29 (??/??/92)  316.367  (m)         1037.95   (f) ADJ UNCH    2 0
 FB2112
 FB2112.Superseded values are not recommended for survey control.
 FB2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2112.See file dsdata.txt to determine how the superseded data were derived.
 FB2112
 FB2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV327873(NAD 83)
 FB2112_MARKER: DR = REFERENCE MARK DISK
 FB2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2112_STAMPING: RICKARD NO 1 1960
 FB2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2112+STABILITY: SURFACE MOTION
 FB2112
 FB2112  HISTORY     - Date     Condition        Report By
 FB2112  HISTORY     - 1960     MONUMENTED       CGS
 FB2112  HISTORY     - 1961     GOOD             NGS
 FB2112
 FB2112                          STATION DESCRIPTION
 FB2112
 FB2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2112'IN KNOXVILLE.
 FB2112'THIS MARK IS LOCATED AT THE RICKARD 1960 STATION SITE, 34.8
 FB2112'FT. NORTHEAST OF THE STATION, AND 22 FT. NORTHWEST OF BLACK
 FB2112'TOP ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB2112'THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2114 ***********************************************************************
 FB2114  DESIGNATION -  RICKARD RM 2
 FB2114  PID         -  FB2114
 FB2114  STATE/COUNTY-  TN/KNOX
 FB2114  USGS QUAD   -  KNOXVILLE (1978)
 FB2114
 FB2114                         *CURRENT SURVEY CONTROL
 FB2114  ___________________________________________________________________
 FB2114* NAD 83(1986)-  35 59 40.     (N)    083 57 51.     (W)     SCALED    
 FB2114* NAVD 88     -       317.743  (meters)    1042.46   (feet)  ADJUSTED  
 FB2114  ___________________________________________________________________
 FB2114  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2114  DYNAMIC HT  -         317.448 (meters)    1041.49  (feet)  COMP
 FB2114  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FB2114
 FB2114  VERT ORDER  -  SECOND    CLASS 0
 FB2114
 FB2114.The horizontal coordinates were scaled from a topographic map and have
 FB2114.an estimated accuracy of +/- 6 seconds.
 FB2114
 FB2114.The orthometric height was determined by differential leveling
 FB2114.and adjusted by the National Geodetic Survey in June 1991..
 FB2114
 FB2114.The geoid height was determined by GEOID03.
 FB2114
 FB2114.The dynamic height is computed by dividing the NAVD 88
 FB2114.geopotential number by the normal gravity value computed on the
 FB2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2114.degrees latitude (g = 980.6199 gals.).
 FB2114
 FB2114.The modeled gravity was interpolated from observed gravity values.
 FB2114
 FB2114;                    North         East    Units  Estimated Accuracy
 FB2114;SPC TN       -   186,210.      783,550.      MT  (+/- 180 meters Scaled)
 FB2114
 FB2114                          SUPERSEDED SURVEY CONTROL
 FB2114
 FB2114  NGVD 29 (??/??/92)  317.874  (m)         1042.89   (f) ADJ UNCH    2 0
 FB2114
 FB2114.Superseded values are not recommended for survey control.
 FB2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2114.See file dsdata.txt to determine how the superseded data were derived.
 FB2114
 FB2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV327873(NAD 83)
 FB2114_MARKER: DR = REFERENCE MARK DISK
 FB2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2114_STAMPING: RICKARD NO 2 1960
 FB2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2114+STABILITY: SURFACE MOTION
 FB2114
 FB2114  HISTORY     - Date     Condition        Report By
 FB2114  HISTORY     - 1960     MONUMENTED       CGS
 FB2114  HISTORY     - 1961     GOOD             NGS
 FB2114
 FB2114                          STATION DESCRIPTION
 FB2114
 FB2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2114'IN KNOXVILLE.
 FB2114'THIS MARK IS LOCATED AT THE RICKARD 1960 STATION SITE, 33.7
 FB2114'FT. SOUTHWEST OF THE STATION MARK, 81 FT. SOUTHEAST OF THE
 FB2114'SOUTHEAST CORNER OF A HOUSE, AND 21 FT. NORTHWEST OF THE CENTER
 FB2114'OF A BLACK TOP ROAD.  THE DISK IS SET IN TOP OF A CONCRETE
 FB2114'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2553 ***********************************************************************
 GB2553  DESIGNATION -  RIDE
 GB2553  PID         -  GB2553
 GB2553  STATE/COUNTY-  TN/ANDERSON
 GB2553  USGS QUAD   -  CLINTON (1990)
 GB2553
 GB2553                         *CURRENT SURVEY CONTROL
 GB2553  ___________________________________________________________________
 GB2553* NAD 83(1995)-  36 06 43.56708(N)    084 08 10.80728(W)     ADJUSTED  
 GB2553* NAVD 88     -       326.0    (meters)    1070.     (feet)  VERTCON   
 GB2553  ___________________________________________________________________
 GB2553  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 GB2553  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2553
 GB2553  HORZ ORDER  -  SECOND
 GB2553
 GB2553.The horizontal coordinates were established by classical geodetic methods
 GB2553.and adjusted by the National Geodetic Survey in April 1999..
 GB2553
 GB2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2553
 GB2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2553
 GB2553.The geoid height was determined by GEOID03.
 GB2553
 GB2553;                    North         East     Units Scale Factor Converg.
 GB2553;SPC TN       -   198,951.270   767,779.910   MT  0.99996014   +1 05 27.8
 GB2553;SPC TN       -   652,725.96  2,518,957.92   sFT  0.99996014   +1 05 27.8
 GB2553;UTM  16      - 4,000,180.583   757,762.557   MT  1.00041874   +1 41 19.2
 GB2553
 GB2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2553!SPC TN       -   0.99995363  x   0.99996014  =   0.99991377
 GB2553!UTM  16      -   0.99995363  x   1.00041874  =   1.00037235
 GB2553
 GB2553:                Primary Azimuth Mark                     Grid Az
 GB2553:SPC TN       -  RIDE AZ MK                               143 10 31.8
 GB2553:UTM  16      -  RIDE AZ MK                               142 34 40.4
 GB2553
 GB2553|---------------------------------------------------------------------|
 GB2553| PID    Reference Object                     Distance      Geod. Az  |
 GB2553|                                                           dddmmss.s |
 GB2553| GB0843 RIDE AZ MK                                         1441559.6 |
 GB2553| DC3127 RIDE RM 1                            13.474 METERS 14458     |
 GB2553| GB2549 CLINTON MAGNET MILLS TANK           APPROX. 1.4 KM 1585232.3 |
 GB2553| DC3128 RIDE RM 2                            13.927 METERS 27438     |
 GB2553|---------------------------------------------------------------------|
 GB2553
 GB2553                          SUPERSEDED SURVEY CONTROL
 GB2553
 GB2553  NAD 83(1995)-  36 06 43.57110(N)    084 08 10.80976(W) AD(       ) 2
 GB2553  NAD 83(1995)-  36 06 43.57112(N)    084 08 10.80909(W) AD(       ) 2
 GB2553  NAD 83(1986)-  36 06 43.57823(N)    084 08 10.80568(W) AD(       ) 2
 GB2553  NAD 27      -  36 06 43.29548(N)    084 08 11.09968(W) AD(       ) 2
 GB2553  NGVD 29 (07/19/86)  326.1    (m)         1070.     (f) VERT ANG       
 GB2553
 GB2553.Superseded values are not recommended for survey control.
 GB2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2553.See file dsdata.txt to determine how the superseded data were derived.
 GB2553
 GB2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5776300181(NAD 83)
 GB2553_MARKER: DD = SURVEY DISK
 GB2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2553
 GB2553  HISTORY     - Date     Condition        Report By
 GB2553  HISTORY     - 1964     MONUMENTED       TNHD
 GB2553
 GB2553                          STATION DESCRIPTION
 GB2553
 GB2553'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2553'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF CLINTON.
 GB2553'
 GB2553'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO EASTERLY ON
 GB2553'U.S.  HIGHWAY 25W FOR
 GB2553'0.3 MILE TO THE INTERSECTION OF SPRING STREET ON THE
 GB2553'LEFT.  TURN LEFT AND GO 0.2 MILE
 GB2553'TO THE INTERSECTION OF OVERTON
 GB2553'STREET ON THE RIGHT.  TURN RIGHT AND PROCEED UPHILL
 GB2553'FOR 0.4 MILE TO
 GB2553'THE END OF PAVEMENT AND AN ABANDONED FRAME HOUSE ON THE RIGHT AND THE
 GB2553'STATION AS
 GB2553'DESCRIBED.
 GB2553'
 GB2553'THE STATION IS 49 FEET NORTHEAST OF THE CENTER OF A GATE, 45 FEET
 GB2553'EAST OF A CEDAR TREE IN
 GB2553'A FENCE ROW, 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GB2553'OF AN ABANDONED FRAME HOUSE AND
 GB2553'6.1 FEET SOUTHEAST OF A METAL WITNESS
 GB2553'POST WITH SIGN.  THE SURFACE AND UNDERGROUND MARKS
 GB2553'ARE STANDARD
 GB2553'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED RIDE
 GB2553'1964.  THE
 GB2553'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2553'THE SURFACE DISK IS SET IN A
 GB2553'10-INCH SQUARE, FLUSH, CONCRETE
 GB2553'MONUMENT.
 GB2553'
 GB2553'REFERENCE MARK NO. 1 IS 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GB2553'AN ABANDONED FRAME
 GB2553'HOUSE AND 45 FEET NORTHWEST OF THE CENTER OF A GATE.
 GB2553'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2553'DEPARTMENT DISK SET IN A 10-INCH
 GB2553'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2553'STAMPED RIDE RM-1
 GB2553'1964.
 GB2553'
 GB2553'REFERENCE MARK NO. 2 IS 23 FEET NORTHEAST OF A CEDAR TREE IN A FENCE
 GB2553'ROW AND 14 FEET EAST OF A
 GB2553'WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2553'DEPARTMENT DISK SET IN A 10-INCH
 GB2553'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2553'THE DISK IS STAMPED RIDE RM-2 1964.
 GB2553'
 GB2553'THE AZIMUTH MARK IS 39 FEET EAST OF THE EAST RAIL OF THE SOUTHERN
 GB2553'RAILROAD, 31 FEET NORTH OF
 GB2553'STATE ROUTE 61, 8 FEET WEST OF A POWER POLE AND 1.6
 GB2553'FEET WEST OF A METAL WITNESS
 GB2553'POST WITH SIGN.  IT IS A STANDARD
 GB2553'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2553'10-INCH SQUARE, FLUSH,
 GB2553'CONCRETE MONUMENT AND THE DISK IS STAMPED RIDE AZI 1964.
 GB2553'
 GB2553'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CLINTON, GO
 GB2553'WESTERLY ON U.S.  HIGHWAY
 GB2553'25W FOR 0.05 MILE TO THE JUNCTION OF STATE ROUTE 61 ON THE
 GB2553'LEFT.  TURN LEFT AND GO
 GB2553'0.2 MILE ON STATE ROUTE 61 TO THE SOUTHERN
 GB2553'RAILROAD CROSSING AND THE AZIMUTH MARK AS
 GB2553'DESCRIBED.
 GB2553'
 GB2553'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB2553'
 GB2553'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0843 ***********************************************************************
 GB0843  DESIGNATION -  RIDE AZ MK
 GB0843  PID         -  GB0843
 GB0843  STATE/COUNTY-  TN/ANDERSON
 GB0843  USGS QUAD   -  CLINTON (1990)
 GB0843
 GB0843                         *CURRENT SURVEY CONTROL
 GB0843  ___________________________________________________________________
 GB0843* NAD 83(1986)-  36 06 15.     (N)    084 07 46.     (W)     SCALED    
 GB0843* NAVD 88     -       255.692  (meters)     838.88   (feet)  ADJUSTED  
 GB0843  ___________________________________________________________________
 GB0843  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0843  DYNAMIC HT  -         255.459 (meters)     838.12  (feet)  COMP
 GB0843  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GB0843
 GB0843  VERT ORDER  -  SECOND    CLASS 0
 GB0843
 GB0843.The horizontal coordinates were scaled from a topographic map and have
 GB0843.an estimated accuracy of +/- 6 seconds.
 GB0843
 GB0843.The orthometric height was determined by differential leveling
 GB0843.and adjusted by the National Geodetic Survey in June 1991..
 GB0843
 GB0843.The geoid height was determined by GEOID03.
 GB0843
 GB0843.The dynamic height is computed by dividing the NAVD 88
 GB0843.geopotential number by the normal gravity value computed on the
 GB0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0843.degrees latitude (g = 980.6199 gals.).
 GB0843
 GB0843.The modeled gravity was interpolated from observed gravity values.
 GB0843
 GB0843;                    North         East    Units  Estimated Accuracy
 GB0843;SPC TN       -   198,080.      768,420.      MT  (+/- 180 meters Scaled)
 GB0843
 GB0843                          SUPERSEDED SURVEY CONTROL
 GB0843
 GB0843  NGVD 29 (??/??/??)  255.87   (m)          839.5    (f) RESET       3  
 GB0843
 GB0843.Superseded values are not recommended for survey control.
 GB0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0843.See file dsdata.txt to determine how the superseded data were derived.
 GB0843
 GB0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584993(NAD 83)
 GB0843_MARKER: DZ = AZIMUTH MARK DISK
 GB0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0843_STAMPING: RIDE AZI 1964
 GB0843_MARK LOGO: TNHD  
 GB0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0843+STABILITY: SURFACE MOTION
 GB0843
 GB0843  HISTORY     - Date     Condition        Report By
 GB0843  HISTORY     - 1964     MONUMENTED       TNHD
 GB0843
 GB0843                          STATION DESCRIPTION
 GB0843
 GB0843'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0843'AT CLINTON.
 GB0843'FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON U.S. HIGHWAY 25W
 GB0843'FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 61 AND THE MARK ON
 GB0843'THE LEFT.  THE MARK IS 39 FEET EAST OF THE EAST RAIL OF THE
 GB0843'SOUTHERN RAILROAD, 31 FEET NORTH OF STATE ROUTE 61, 8 FEET WEST
 GB0843'OF A POWER POLE AND 1.6 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 GB0843'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0843'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0920 ***********************************************************************
 FD0920  DESIGNATION -  RIDGE
 FD0920  PID         -  FD0920
 FD0920  STATE/COUNTY-  TN/LAWRENCE
 FD0920  USGS QUAD   -  ETHRIDGE (1988)
 FD0920
 FD0920                         *CURRENT SURVEY CONTROL
 FD0920  ___________________________________________________________________
 FD0920* NAD 83(1995)-  35 19 26.40842(N)    087 17 41.42079(W)     ADJUSTED  
 FD0920* NAVD 88     -       303.175  (meters)     994.67   (feet)  ADJUSTED  
 FD0920  ___________________________________________________________________
 FD0920  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FD0920  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0920  DYNAMIC HT  -         302.889 (meters)     993.73  (feet)  COMP
 FD0920  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD0920
 FD0920  HORZ ORDER  -  SECOND
 FD0920  VERT ORDER  -  FIRST     CLASS II
 FD0920
 FD0920.The horizontal coordinates were established by classical geodetic methods
 FD0920.and adjusted by the National Geodetic Survey in April 1999..
 FD0920
 FD0920.The orthometric height was determined by differential leveling
 FD0920.and adjusted by the National Geodetic Survey in June 1991..
 FD0920
 FD0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0920
 FD0920.The geoid height was determined by GEOID03.
 FD0920
 FD0920.The dynamic height is computed by dividing the NAVD 88
 FD0920.geopotential number by the normal gravity value computed on the
 FD0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0920.degrees latitude (g = 980.6199 gals.).
 FD0920
 FD0920.The modeled gravity was interpolated from observed gravity values.
 FD0920
 FD0920;                    North         East     Units Scale Factor Converg.
 FD0920;SPC TN       -   110,693.573   482,269.207   MT  0.99998776   -0 45 29.0
 FD0920;SPC TN       -   363,167.16  1,582,244.89   sFT  0.99998776   -0 45 29.0
 FD0920;UTM  16      - 3,909,014.521   473,201.886   MT  0.99960885   -0 10 13.7
 FD0920
 FD0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0920!SPC TN       -   0.99995677  x   0.99998776  =   0.99994453
 FD0920!UTM  16      -   0.99995677  x   0.99960885  =   0.99956564
 FD0920
 FD0920|---------------------------------------------------------------------|
 FD0920| PID    Reference Object                     Distance      Geod. Az  |
 FD0920|                                                           dddmmss.s |
 FD0920| FD0919 RIDGE RM 1                           25.095 METERS 20016     |
 FD0920| FD0921 RIDGE RM 2                           35.589 METERS 25023     |
 FD0920| FD0922 RIDGE AZ MK                                        2655912.3 |
 FD0920|---------------------------------------------------------------------|
 FD0920
 FD0920                          SUPERSEDED SURVEY CONTROL
 FD0920
 FD0920  NAD 83(1995)-  35 19 26.41097(N)    087 17 41.42136(W) AD(       ) 2
 FD0920  NAD 83(1995)-  35 19 26.41435(N)    087 17 41.42231(W) AD(       ) 2
 FD0920  NAD 83(1986)-  35 19 26.41931(N)    087 17 41.42096(W) AD(       ) 2
 FD0920  NAD 27      -  35 19 26.13020(N)    087 17 41.36060(W) AD(       ) 2
 FD0920  NGVD 29 (??/??/92)  303.139  (m)          994.55   (f) ADJ UNCH    1 2
 FD0920
 FD0920.Superseded values are not recommended for survey control.
 FD0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0920.See file dsdata.txt to determine how the superseded data were derived.
 FD0920
 FD0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7320209015(NAD 83)
 FD0920_MARKER: DD = SURVEY DISK
 FD0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0920_STAMPING: RIDGE 1962
 FD0920_MARK LOGO: TNHD  
 FD0920_PROJECTION: FLUSH
 FD0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0920+STABILITY: SURFACE MOTION
 FD0920
 FD0920  HISTORY     - Date     Condition        Report By
 FD0920  HISTORY     - 1962     MONUMENTED       TNHD
 FD0920  HISTORY     - 1962     GOOD             TNHD
 FD0920  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0920  HISTORY     - 1972     GOOD             NGS
 FD0920  HISTORY     - 1972     GOOD             TNHD
 FD0920  HISTORY     - 1983     GOOD             NGS
 FD0920
 FD0920                          STATION DESCRIPTION
 FD0920
 FD0920'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0920'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF LAWRENCEBURG IN THE
 FD0920'SOUTHEAST CORNER OF THE
 FD0920'CEMETERY IN THE SMALL COMMUNITY OF ETHRIDGE.
 FD0920'
 FD0920'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0920'HIGHWAY 43 IN LAWRENCEBURG,
 FD0920'GO NORTH ON U S HIGHWAY 43 FOR 8.4 MILES TO THE
 FD0920'COMMUNITY OF ETHRIDGE AND RED
 FD0920'HILL ROAD ON THE LEFT, TURN LEFT AND GO
 FD0920'0.05 MILE TO THE STATION ON THE RIGHT.
 FD0920'
 FD0920'THE STATION IS 66 FEET NORTH OF THE APPROXIMATE CENTER OF RED HILL
 FD0920'ROAD, 28 FEET NORTH OF A
 FD0920'LARGE CONCRETE CORNER POST AND 2 FEET WEST OF A FENCE
 FD0920'LINE.  THE SURFACE AND UNDERGROUND
 FD0920'MARKS ARE STANDARD TENNESSEE
 FD0920'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED RIDGE 1962.
 FD0920'THE UNDERGROUND
 FD0920'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 FD0920'IN A 10-INCH
 FD0920'SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES.
 FD0920'
 FD0920'REFERENCE MARK NO 1 IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF RED
 FD0920'HILL ROAD AND 5 FEET NORTH
 FD0920'OF POWER POLE NO B2.  IT IS A STANDARD TENNESSEE
 FD0920'HIGHWAY DEPARTMENT DISK SET IN A
 FD0920'10-INCH SQUARE CONCRETE MONUMENT,
 FD0920'FLUSH, AND THE DISK IS STAMPED RIDGE RM 1 1962.
 FD0920'
 FD0920'REFERENCE MARK NO 2 IS 40 FEET EAST OF THE APPROXIMATE CENTER OF A
 FD0920'DRIVEWAY TO CEMETERY, 22
 FD0920'FEET NORTH OF THE APPROXIMATE CENTER OF RED HILL ROAD
 FD0920'AND 2 FEET SOUTH OF POWER POLE
 FD0920'NO 35 JUST SOUTH OF LOCKE MONUMENT.
 FD0920'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0920'DISK SET IN A 10-INCH
 FD0920'SQUARE MONUMENT, PROJECTING 3 INCHES, AND THE DISK IS STAMPED
 FD0920'RIDGE RM-2 1962.
 FD0920'
 FD0920'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF RED
 FD0920'HILL ROAD AND 4 FEET EAST
 FD0920'OF A TELEPHONE POLE.  IT IS A STANDARD TENNESSEE
 FD0920'HIGHWAY DEPARTMENT REFERENCE MARK
 FD0920'DISK SET IN A 10-INCH SQUARE
 FD0920'CONCRETE MONUMENT, PROJECTING 2 INCHES, AND THE DISK
 FD0920'IS STAMPED RIDGE AZI 1962.
 FD0920'
 FD0920'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON RED HILL ROAD FOR
 FD0920'0.2 MILE TO THE AZIMUTH MARK
 FD0920'ON THE LEFT.
 FD0920'
 FD0920'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0920'
 FD0920'HEIGHT OF LIGHT ABOVE STATION MARK 30.21 METERS.
 FD0920
 FD0920                          STATION RECOVERY (1962)
 FD0920
 FD0920'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0920'6.5 MI N FROM LAWRENCEBURG.
 FD0920'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0920'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 6.4 MILES TO THE
 FD0920'COMMUNITY OF ETHRIDGE AND RED HILL ROAD ON THE LEFT, TURN LEFT
 FD0920'AND GO 0.05 MILE TO THE STATION ON THE RIGHT.  THE STATION IS 66
 FD0920'FEET NORTH OF THE CENTERLINE OF RED HILL ROAD, 28 FEET NORTH
 FD0920'OF A LARGE CONCRETE CORNER POST AND 2 FEET WEST OF A FENCE LINE.
 FD0920'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0920'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 FD0920'INCHES ABOVE THE GROUND.
 FD0920
 FD0920                          STATION RECOVERY (1966)
 FD0920
 FD0920'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966 (JSL)
 FD0920'RIDGE AZI SEARCHED FOR AND NOT FOUND.  CHURCH YARD HAS BEEN GRADED
 FD0920'AND MON. PROBABLY COVERED OR PUSHED OUT.
 FD0920'
 FD0920'DISTANCE AND DIRECTION FROM NEAREST TOWN ETHRIDGE.
 FD0920
 FD0920                          STATION RECOVERY (1972)
 FD0920
 FD0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD0920'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FD0920'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FD0920'OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS, AND THE
 FD0920'ANGLES OBTAINED THIS DATE CHECKED THE 1962 OBSERVED VALUES WELL
 FD0920'WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED
 FD0920'BETWEEN THE STATION AND THE REFERENCE MARKS AND BETWEEN THE
 FD0920'REFERENCE MARKS, AND SLOPE DISTANCES MEASURED.  WHEN REDUCED TO THE
 FD0920'HORIZONTAL A DISCREPANCY OF 0.05 OF A FOOT WAS NOTED FOR
 FD0920'REFERENCE MARK NO. 1 AND 0.09 OF A FOOT FOR REFERENCE MARK NO. 2.
 FD0920'
 FD0920'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD0920'
 FD0920'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF LAWRENCEBURG, AND
 FD0920'NEAR THE SOUTHEAST CORNER OF A SMALL CEMETERY IN THE SMALL COMMUNITY
 FD0920'OF ETHRIDGE.
 FD0920'
 FD0920'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 64 AND U. S.
 FD0920'HIGHWAY 43 IN LAWRENCEBURG, GO NORTH ON U. S. HIGHWAY 43 FOR 8.4
 FD0920'MILES TO RED HILL ROAD ON THE LEFT IN THE SMALL COMMUNITY OF
 FD0920'ETHRIDGE.  HERE TURN LEFT ON RED HILL ROAD AND GO WESTERLY FOR
 FD0920'ABOUT 115 YARDS TO THE STATION ON THE RIGHT AS DESCRIBED.
 FD0920'
 FD0920'THE STATION IS 343 FEET WEST ALONG RED HILL ROAD FROM THE APPROXIMATE
 FD0920'CENTER OF U. S. HIGHWAY 43, 115 FEET EAST-NORTHEAST OF A POWERLINE
 FD0920'POLE, 100 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 FD0920'HOUSE, 97 FEET EAST-NORTHEAST OF THE LOCKE FAMILY HEADSTONE, 83
 FD0920'FEET WEST-NORTHWEST OF A GUYED POWERLINE POLE, 64 FEET NORTH OF THE
 FD0920'APPROXIMATE CENTER OF RED HILL ROAD, 28 FEET NORTH OF A LARGE
 FD0920'CONCRETE PILLAR AT THE SOUTHEAST CORNER OF A CEMETERY, 11 FEET NORTH
 FD0920'OF AN 8-INCH ALBIZZIA TREE, 2.5 FEET WEST OF A WOVEN WIRE FENCE,
 FD0920'AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS
 FD0920'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0920'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0920'RIDGE 1962.
 FD0920'
 FD0920'REFERENCE MARK NO. 1 IS ACROSS RED HILL ROAD SOUTH-SOUTHWEST OF THE
 FD0920'STATION, 91 FEET EAST-SOUTHEAST AND ACROSS RED HILL ROAD FROM A
 FD0920'POWERLINE POLE, 90 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 FD0920'THE ETHERIDGE MILL AND FEED CO. OFFICE BUILDING, 69 FEET
 FD0920'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 FD0920'AND 5 FEET NORTH OF TELEPHONE POLE NO. B2.  IT IS A STANDARD
 FD0920'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0920'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0920'RIDGE RM-1 1962.
 FD0920'
 FD0920'REFERENCE MARK NO. 2 IS 68 FEET NORTH AND ACROSS RED HILL ROAD FROM
 FD0920'THE NORTHEAST CORNER OF THE ETHRIDGE MILL AND FEED CO. OFFICE
 FD0920'BUILDING, 39 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 FD0920'LEADING INTO A CEMETERY, 23 FEET NORTH OF THE APPROXIMATE CENTER
 FD0920'OF RED HILL ROAD, 22 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FD0920'LOCKE FAMILY HEADSTONE, AND 2.0 FEET SOUTH OF A POWERLINE POLE.  IT
 FD0920'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 FD0920'A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE
 FD0920'SODDED SLOPE AND THE DISK IS STAMPED RIDGE RM-2 1962.
 FD0920'
 FD0920'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FD0920'REFERENCE MARK NO. 2 IS 89.90 FEET-27.403 METERS.
 FD0920'
 FD0920'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE WEST OF THE STATION ALONG
 FD0920'THE SOUTH RIGHT-OF-WAY OF RED HILL ROAD, 200 FEET EAST OF THE
 FD0920'APPROXIMATE CENTER OF THE EAST PAVED DRIVEWAY OF THE ETHRIDGE
 FD0920'METHODIST CHURCH, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF RED
 FD0920'HILL ROAD, 4 FEET EAST OF A TELEPHONE CABLE POLE, AND 0.7 OF A FOOT
 FD0920'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 FD0920'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FD0920'CONCRETE MONUMENT AND THE DISK IS STAMPED RIDGE AZI 1962.
 FD0920'
 FD0920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON RED HILL ROAD
 FD0920'FOR 0.2 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FD0920'
 FD0920'NOTE--ALL MARKS AT THIS STATION ARE BENCH MARKS.
 FD0920'
 FD0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ETHRIDGE.
 FD0920
 FD0920                          STATION RECOVERY (1972)
 FD0920
 FD0920'RECOVERY NOTE BY TN HIGHWAY DEPT 1972
 FD0920'RECOVERED IN GOOD CONDITION.
 FD0920
 FD0920                          STATION RECOVERY (1983)
 FD0920
 FD0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0920'RECOVERED IN GOOD CONDITION.  NOTE, THE FENCE LINE HAS BEEN REMOVED.
 FD0920'ADD 10.1 METERS (33.0 FT) WEST OF THE APPROXIMATE CENTER OF AN ASPHALT
 FD0920'ROAD LEADING NORTH.
 FD0920'THE MARK IS 1.5 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0922 ***********************************************************************
 FD0922  DESIGNATION -  RIDGE AZ MK
 FD0922  PID         -  FD0922
 FD0922  STATE/COUNTY-  TN/LAWRENCE
 FD0922  USGS QUAD   -  ETHRIDGE (1988)
 FD0922
 FD0922                         *CURRENT SURVEY CONTROL
 FD0922  ___________________________________________________________________
 FD0922* NAD 83(1986)-  35 19 24.     (N)    087 17 47.     (W)     SCALED    
 FD0922* NAVD 88     -       298.109  (meters)     978.05   (feet)  ADJUSTED  
 FD0922  ___________________________________________________________________
 FD0922  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0922  DYNAMIC HT  -         297.828 (meters)     977.12  (feet)  COMP
 FD0922  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 FD0922
 FD0922  VERT ORDER  -  SECOND    CLASS 0
 FD0922
 FD0922.The horizontal coordinates were scaled from a topographic map and have
 FD0922.an estimated accuracy of +/- 6 seconds.
 FD0922
 FD0922.The orthometric height was determined by differential leveling
 FD0922.and adjusted by the National Geodetic Survey in June 1991..
 FD0922
 FD0922.The geoid height was determined by GEOID03.
 FD0922
 FD0922.The dynamic height is computed by dividing the NAVD 88
 FD0922.geopotential number by the normal gravity value computed on the
 FD0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0922.degrees latitude (g = 980.6199 gals.).
 FD0922
 FD0922.The modeled gravity was interpolated from observed gravity values.
 FD0922
 FD0922;                    North         East    Units  Estimated Accuracy
 FD0922;SPC TN       -   110,620.      482,130.      MT  (+/- 180 meters Scaled)
 FD0922
 FD0922                          SUPERSEDED SURVEY CONTROL
 FD0922
 FD0922  NGVD 29 (??/??/92)  298.073  (m)          977.93   (f) ADJ UNCH    2 0
 FD0922
 FD0922.Superseded values are not recommended for survey control.
 FD0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0922.See file dsdata.txt to determine how the superseded data were derived.
 FD0922
 FD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE730089(NAD 83)
 FD0922_MARKER: DD = SURVEY DISK
 FD0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0922_STAMPING: RIDGE AZI 1962
 FD0922_MARK LOGO: TNHD  
 FD0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0922+STABILITY: SURFACE MOTION
 FD0922
 FD0922  HISTORY     - Date     Condition        Report By
 FD0922  HISTORY     - 1962     MONUMENTED       TNHD
 FD0922  HISTORY     - 1972     GOOD             TNHD
 FD0922  HISTORY     - 1983     GOOD             NGS
 FD0922
 FD0922                          STATION DESCRIPTION
 FD0922
 FD0922'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0922'6.5 MI N FROM LAWRENCEBURG.
 FD0922'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0922'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 8.4 MILES TO THE
 FD0922'COMMUNITY OF ETHRIDGE AND RED HILL ROAD ON THE LEFT, TURN LEFT AND
 FD0922'GO 0.25 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 33
 FD0922'FEET SOUTH OF THE CENTERLINE OF RED HILL ROAD AND 4 FEET EAST OF
 FD0922'A TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0922'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FD0922'MONUMENT, PROJECTING 2 INCHES ABOVE THE GROUND.
 FD0922
 FD0922                          STATION RECOVERY (1972)
 FD0922
 FD0922'RECOVERY NOTE BY TN HIGHWAY DEPT 1972
 FD0922'RECOVERED IN GOOD CONDITION.
 FD0922
 FD0922                          STATION RECOVERY (1983)
 FD0922
 FD0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0922'RECOVERED IN GOOD CONDITION.  NOTE, ACROSS ROAD SOUTH AND INLINE WITH
 FD0922'THE WEST FACE OF A BROWN BRICK HOME.  NOTE, 1.2 METERS (4.0 FT) EAST
 FD0922'OF TELEPHONE POLE NUMBER A 2.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0919 ***********************************************************************
 FD0919  DESIGNATION -  RIDGE RM 1
 FD0919  PID         -  FD0919
 FD0919  STATE/COUNTY-  TN/LAWRENCE
 FD0919  USGS QUAD   -  ETHRIDGE (1988)
 FD0919
 FD0919                         *CURRENT SURVEY CONTROL
 FD0919  ___________________________________________________________________
 FD0919* NAD 83(1986)-  35 19 27.     (N)    087 17 42.     (W)     SCALED    
 FD0919* NAVD 88     -       300.829  (meters)     986.97   (feet)  ADJUSTED  
 FD0919  ___________________________________________________________________
 FD0919  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0919  DYNAMIC HT  -         300.545 (meters)     986.04  (feet)  COMP
 FD0919  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD0919
 FD0919  VERT ORDER  -  SECOND    CLASS 0
 FD0919
 FD0919.The horizontal coordinates were scaled from a topographic map and have
 FD0919.an estimated accuracy of +/- 6 seconds.
 FD0919
 FD0919.The orthometric height was determined by differential leveling
 FD0919.and adjusted by the National Geodetic Survey in June 1991..
 FD0919
 FD0919.The geoid height was determined by GEOID03.
 FD0919
 FD0919.The dynamic height is computed by dividing the NAVD 88
 FD0919.geopotential number by the normal gravity value computed on the
 FD0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0919.degrees latitude (g = 980.6199 gals.).
 FD0919
 FD0919.The modeled gravity was interpolated from observed gravity values.
 FD0919
 FD0919;                    North         East    Units  Estimated Accuracy
 FD0919;SPC TN       -   110,710.      482,260.      MT  (+/- 180 meters Scaled)
 FD0919
 FD0919                          SUPERSEDED SURVEY CONTROL
 FD0919
 FD0919  NGVD 29 (??/??/92)  300.793  (m)          986.85   (f) ADJ UNCH    2 0
 FD0919
 FD0919.Superseded values are not recommended for survey control.
 FD0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0919.See file dsdata.txt to determine how the superseded data were derived.
 FD0919
 FD0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE731090(NAD 83)
 FD0919_MARKER: DD = SURVEY DISK
 FD0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0919_STAMPING: RIDGE RM 1 1962
 FD0919_MARK LOGO: TNHD  
 FD0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0919+STABILITY: SURFACE MOTION
 FD0919
 FD0919  HISTORY     - Date     Condition        Report By
 FD0919  HISTORY     - 1962     MONUMENTED       TNHD
 FD0919  HISTORY     - 1972     GOOD             TNHD
 FD0919  HISTORY     - 1983     GOOD             NGS
 FD0919
 FD0919                          STATION DESCRIPTION
 FD0919
 FD0919'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0919'6.5 MI N FROM LAWRENCEBURG.
 FD0919'THIS MARK IS LOCATED AT THE RIDGE 1962 STATION SITE, 15 FEET
 FD0919'SOUTH OF THE CENTERLINE OF RED HILL ROAD, 5 FEET NORTH OF
 FD0919'POWER POLE NUMBER B2 AND 82 FEET SOUTH OF THE STATION.  THE MARK
 FD0919'IS STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0919'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0919
 FD0919                          STATION RECOVERY (1972)
 FD0919
 FD0919'RECOVERY NOTE BY TN HIGHWAY DEPT 1972
 FD0919'RECOVERED IN GOOD CONDITION.
 FD0919
 FD0919                          STATION RECOVERY (1983)
 FD0919
 FD0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0919'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0921 ***********************************************************************
 FD0921  DESIGNATION -  RIDGE RM 2
 FD0921  PID         -  FD0921
 FD0921  STATE/COUNTY-  TN/LAWRENCE
 FD0921  USGS QUAD   -  ETHRIDGE (1988)
 FD0921
 FD0921                         *CURRENT SURVEY CONTROL
 FD0921  ___________________________________________________________________
 FD0921* NAD 83(1986)-  35 19 26.     (N)    087 17 42.     (W)     SCALED    
 FD0921* NAVD 88     -       300.710  (meters)     986.58   (feet)  ADJUSTED  
 FD0921  ___________________________________________________________________
 FD0921  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0921  DYNAMIC HT  -         300.426 (meters)     985.65  (feet)  COMP
 FD0921  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD0921
 FD0921  VERT ORDER  -  SECOND    CLASS 0
 FD0921
 FD0921.The horizontal coordinates were scaled from a topographic map and have
 FD0921.an estimated accuracy of +/- 6 seconds.
 FD0921
 FD0921.The orthometric height was determined by differential leveling
 FD0921.and adjusted by the National Geodetic Survey in June 1991..
 FD0921
 FD0921.The geoid height was determined by GEOID03.
 FD0921
 FD0921.The dynamic height is computed by dividing the NAVD 88
 FD0921.geopotential number by the normal gravity value computed on the
 FD0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0921.degrees latitude (g = 980.6199 gals.).
 FD0921
 FD0921.The modeled gravity was interpolated from observed gravity values.
 FD0921
 FD0921;                    North         East    Units  Estimated Accuracy
 FD0921;SPC TN       -   110,680.      482,250.      MT  (+/- 180 meters Scaled)
 FD0921
 FD0921                          SUPERSEDED SURVEY CONTROL
 FD0921
 FD0921  NGVD 29 (??/??/92)  300.674  (m)          986.46   (f) ADJ UNCH    2 0
 FD0921
 FD0921.Superseded values are not recommended for survey control.
 FD0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0921.See file dsdata.txt to determine how the superseded data were derived.
 FD0921
 FD0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE731090(NAD 83)
 FD0921_MARKER: DD = SURVEY DISK
 FD0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0921_STAMPING: RIDGE RM-2 1962
 FD0921_MARK LOGO: TNHD  
 FD0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0921+STABILITY: SURFACE MOTION
 FD0921
 FD0921  HISTORY     - Date     Condition        Report By
 FD0921  HISTORY     - 1962     MONUMENTED       TNHD
 FD0921  HISTORY     - 1962     GOOD             TNHD
 FD0921  HISTORY     - 1972     GOOD             TNHD
 FD0921  HISTORY     - 1983     GOOD             NGS
 FD0921
 FD0921                          STATION DESCRIPTION
 FD0921
 FD0921'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0921'6.5 MI N FROM LAWRENCEBURG.
 FD0921'THIS MARK IS LOCATED AT THE RIDGE 1962 STATION SITE, 40 FEET EAST
 FD0921'OF THE CENTERLINE OF A DRIVEWAY TO CEMETERY, 22 FEET NORTH OF THE
 FD0921'CENTERLINE OF RED HILL ROAD AND 2 FEET SOUTH OF POWER POLE NO. 35
 FD0921'JUST SOUTH OF LOCKE MONUMENT AND 117 FEET WEST OF THE STATION.
 FD0921'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0921'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES
 FD0921'ABOVE THE GROUND.
 FD0921
 FD0921                          STATION RECOVERY (1972)
 FD0921
 FD0921'RECOVERY NOTE BY TN HIGHWAY DEPT 1972
 FD0921'RECOVERED IN GOOD CONDITION.
 FD0921
 FD0921                          STATION RECOVERY (1983)
 FD0921
 FD0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0921'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0618 ***********************************************************************
 FE0618  DESIGNATION -  RIDGECREST
 FE0618  PID         -  FE0618
 FE0618  STATE/COUNTY-  TN/MADISON
 FE0618  USGS QUAD   -  JACKSON NORTH (1983)
 FE0618
 FE0618                         *CURRENT SURVEY CONTROL
 FE0618  ___________________________________________________________________
 FE0618* NAD 83(1995)-  35 40 20.46727(N)    088 49 21.79023(W)     ADJUSTED  
 FE0618* NAVD 88     -       158.572  (meters)     520.25   (feet)  ADJUSTED  
 FE0618  ___________________________________________________________________
 FE0618  X           -     106,579.967 (meters)                     COMP
 FE0618  Y           -  -5,186,294.095 (meters)                     COMP
 FE0618  Z           -   3,698,795.350 (meters)                     COMP
 FE0618  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FE0618  ELLIP HEIGHT-         130.36  (meters)          (02/20/01) GPS OBS
 FE0618  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0618  DYNAMIC HT  -         158.431 (meters)     519.79  (feet)  COMP
 FE0618  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE0618
 FE0618  HORZ ORDER  -  FIRST
 FE0618  VERT ORDER  -  SECOND    CLASS 0
 FE0618  ELLP ORDER  -  SECOND    CLASS I
 FE0618
 FE0618.The horizontal coordinates were established by GPS observations
 FE0618.and adjusted by the National Geodetic Survey in February 2001..
 FE0618
 FE0618.The orthometric height was determined by differential leveling
 FE0618.and adjusted by the National Geodetic Survey in June 1991..
 FE0618
 FE0618.Photographs are available for this station.
 FE0618
 FE0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0618
 FE0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0618
 FE0618.The ellipsoidal height was determined by GPS observations
 FE0618.and is referenced to NAD 83.
 FE0618
 FE0618.The geoid height was determined by GEOID03.
 FE0618
 FE0618.The dynamic height is computed by dividing the NAVD 88
 FE0618.geopotential number by the normal gravity value computed on the
 FE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0618.degrees latitude (g = 980.6199 gals.).
 FE0618
 FE0618.The modeled gravity was interpolated from observed gravity values.
 FE0618
 FE0618;                    North         East     Units Scale Factor Converg.
 FE0618;SPC TN       -   152,247.721   344,492.208   MT  0.99995236   -1 39 09.1
 FE0618;SPC TN       -   499,499.40  1,130,221.52   sFT  0.99995236   -1 39 09.1
 FE0618;UTM  16      - 3,949,138.948   335,036.806   MT  0.99993534   -1 03 47.4
 FE0618
 FE0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0618!SPC TN       -   0.99997954  x   0.99995236  =   0.99993190
 FE0618!UTM  16      -   0.99997954  x   0.99993534  =   0.99991488
 FE0618
 FE0618:                Primary Azimuth Mark                     Grid Az
 FE0618:SPC TN       -  JACKSON RAD STA WTJS FM MAST             199 22 13.7
 FE0618:UTM  16      -  JACKSON RAD STA WTJS FM MAST             198 46 52.0
 FE0618
 FE0618|---------------------------------------------------------------------|
 FE0618| PID    Reference Object                     Distance      Geod. Az  |
 FE0618|                                                           dddmmss.s |
 FE0618| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 3.0 KM 1974304.6 |
 FE0618| FE0620 RIDGECREST RM 2                      39.404 METERS 27242     |
 FE0618| FE0619 RIDGECREST RM 1                      37.612 METERS 35847     |
 FE0618|---------------------------------------------------------------------|
 FE0618
 FE0618                          SUPERSEDED SURVEY CONTROL
 FE0618
 FE0618  NAD 83(1995)-  35 40 20.46714(N)    088 49 21.78432(W) AD(       ) 2
 FE0618  NAD 83(1995)-  35 40 20.47152(N)    088 49 21.78921(W) AD(       ) 2
 FE0618  NAD 83(1986)-  35 40 20.47847(N)    088 49 21.78513(W) AD(       ) 2
 FE0618  NAD 27      -  35 40 20.22520(N)    088 49 21.56900(W) AD(       ) 2
 FE0618  NAVD 88 (02/20/01)  158.57   (m)          520.2    (f) LEVELING    3  
 FE0618  NGVD 29 (??/??/??)  158.606  (m)          520.36   (f) ADJUSTED    2 0
 FE0618
 FE0618.Superseded values are not recommended for survey control.
 FE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0618.See file dsdata.txt to determine how the superseded data were derived.
 FE0618
 FE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3503749139(NAD 83)
 FE0618_MARKER: DS = TRIANGULATION STATION DISK
 FE0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0618_STAMPING: RIDGECREST 1959
 FE0618_MARK LOGO: NONE  
 FE0618_PROJECTION: FLUSH
 FE0618_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0618+STABILITY: SURFACE MOTION
 FE0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0618+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0618
 FE0618  HISTORY     - Date     Condition        Report By
 FE0618  HISTORY     - 1959     MONUMENTED       CGS
 FE0618  HISTORY     - 1959     GOOD             CGS
 FE0618  HISTORY     - 1999     GOOD             LOWE
 FE0618
 FE0618                          STATION DESCRIPTION
 FE0618
 FE0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0618'THE STATION IS LOCATED 4 MILES NORTH OF THE CENTER OF JACKSON, 0.5
 FE0618'MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 45 AND THE INTERSTATE
 FE0618'HIGHWAY AND 0.4 MILE NORTH OF THE RIDGECREST CEMETERY ON THE NORTH
 FE0618'RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY. IT IS 131 FEET SOUTH
 FE0618'OF A SMALL CONCRETE BLOCK HOUSE, 87 FEET SOUTHEAST OF A SOUTHEAST
 FE0618'FENCE CORNER, 43 FEET NORTH OF A CUT-BANK AND 3 FEET WEST OF A
 FE0618'WHITE WITNESS POST. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE0618'GROUND AND IS STAMPED RIDGECREST 1959.
 FE0618'
 FE0618'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FE0618'WHITE HOUSE, 29 FEET SOUTHWEST OF A FENCE CORNER AND 1 FOOT
 FE0618'SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE. THE MARK IS
 FE0618'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE0618'RIDGECREST NO 1 1959.
 FE0618'
 FE0618'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF A SOUTHWEST FENCE CORNER, 8
 FE0618'FEET EAST-NORTHEAST OF A POWER LINE POLE AND 7 FEET EAST OF A
 FE0618'CUT-BANK. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0618'STAMPED RIDGECREST NO 2 1959.
 FE0618'
 FE0618'THERE WAS NO AZIMUTH MARK SET AT THIS STATION.
 FE0618'
 FE0618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 45 IN
 FE0618'JACKSON GO NORTH ON U.S. HIGHWAY 45 FOR 4.3 MILES TO WHERE
 FE0618'THE INTERSTATE HIGHWAY CROSSES U.S. HIGHWAY 45. TURN RIGHT ON THE
 FE0618'INTERSTATE HIGHWAY AND GO 0.5 MILE TO THE STATION ON THE LEFT AS
 FE0618'DESCRIBED.
 FE0618'
 FE0618'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE0618
 FE0618                          STATION RECOVERY (1959)
 FE0618
 FE0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0618'7 MI N FROM JACKSON.
 FE0618'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0618'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20, IN JACKSON, THENCE
 FE0618'NORTHEAST ON INTERSTATE HIGHWAY 40 FOR 3.35 MILES, 0.65 MILES,
 FE0618'0.65 MILES NORTHEAST OF T 215.  THE STATION IS LOCATED 131 FEET
 FE0618'SOUTH OF A SMALL CONCRETE BLOCK HOUSE, 87 FEET SOUTHEAST OF A
 FE0618'SOUTHEAST FENCE CORNER, 43 FEET NORTH OF A CUT-BANK AND 3 FEET
 FE0618'WEST OF A WHITE WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 FE0618'CONCRETE POST, WHICH IS FLUSH WITH THE GROUND.
 FE0618
 FE0618                          STATION RECOVERY (1999)
 FE0618
 FE0618'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0618'RECOVERED 1999
 FE0618'RECOVERED IN GOOD CONDITION.
 FE0618' 
 FE0618'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0619 ***********************************************************************
 FE0619  DESIGNATION -  RIDGECREST RM 1
 FE0619  PID         -  FE0619
 FE0619  STATE/COUNTY-  TN/MADISON
 FE0619  USGS QUAD   -  JACKSON NORTH (1983)
 FE0619
 FE0619                         *CURRENT SURVEY CONTROL
 FE0619  ___________________________________________________________________
 FE0619* NAD 83(1986)-  35 40 19.     (N)    088 49 23.     (W)     SCALED    
 FE0619* NAVD 88     -       159.050  (meters)     521.82   (feet)  ADJUSTED  
 FE0619  ___________________________________________________________________
 FE0619  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0619  DYNAMIC HT  -         158.908 (meters)     521.35  (feet)  COMP
 FE0619  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE0619
 FE0619  VERT ORDER  -  SECOND    CLASS 0
 FE0619
 FE0619.The horizontal coordinates were scaled from a topographic map and have
 FE0619.an estimated accuracy of +/- 6 seconds.
 FE0619
 FE0619.The orthometric height was determined by differential leveling
 FE0619.and adjusted by the National Geodetic Survey in June 1991..
 FE0619
 FE0619.The geoid height was determined by GEOID03.
 FE0619
 FE0619.The dynamic height is computed by dividing the NAVD 88
 FE0619.geopotential number by the normal gravity value computed on the
 FE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0619.degrees latitude (g = 980.6199 gals.).
 FE0619
 FE0619.The modeled gravity was interpolated from observed gravity values.
 FE0619
 FE0619;                    North         East    Units  Estimated Accuracy
 FE0619;SPC TN       -   152,200.      344,460.      MT  (+/- 180 meters Scaled)
 FE0619
 FE0619                          SUPERSEDED SURVEY CONTROL
 FE0619
 FE0619  NGVD 29 (??/??/??)  159.084  (m)          521.93   (f) ADJUSTED    2 0
 FE0619
 FE0619.Superseded values are not recommended for survey control.
 FE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0619.See file dsdata.txt to determine how the superseded data were derived.
 FE0619
 FE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE350490(NAD 83)
 FE0619_MARKER: DR = REFERENCE MARK DISK
 FE0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0619_STAMPING: RIDGECREST NO 1 1959
 FE0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0619+STABILITY: SURFACE MOTION
 FE0619
 FE0619  HISTORY     - Date     Condition        Report By
 FE0619  HISTORY     - 1959     MONUMENTED       CGS
 FE0619  HISTORY     - 1959     GOOD             CGS
 FE0619
 FE0619                          STATION DESCRIPTION
 FE0619
 FE0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0619'7 MI N FROM JACKSON.
 FE0619'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0619'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20, IN JACKSON, THENCE
 FE0619'NORTHEAST ON INTERSTATE HIGHWAY 40 FOR 3.35 MILES, 0.65 MILES
 FE0619'NORTHEAST OF T 215.  THE R.M. IS 123.4 FEET NORTH OF THE STATION
 FE0619'RIDGECREST 1959 AND IS 49 FEET SOUTH OF THE SOUTHEAST CORNER OF
 FE0619'A WHITE HOUSE, 29 FEET SOUTHWEST OF A FENCE CORNER AND 1 FOOT
 FE0619'SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE.  THE
 FE0619'MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE
 FE0619'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0620 ***********************************************************************
 FE0620  DESIGNATION -  RIDGECREST RM 2
 FE0620  PID         -  FE0620
 FE0620  STATE/COUNTY-  TN/MADISON
 FE0620  USGS QUAD   -  JACKSON NORTH (1983)
 FE0620
 FE0620                         *CURRENT SURVEY CONTROL
 FE0620  ___________________________________________________________________
 FE0620* NAD 83(1986)-  35 40 18.     (N)    088 49 23.     (W)     SCALED    
 FE0620* NAVD 88     -       158.131  (meters)     518.80   (feet)  ADJUSTED  
 FE0620  ___________________________________________________________________
 FE0620  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0620  DYNAMIC HT  -         157.990 (meters)     518.34  (feet)  COMP
 FE0620  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0620
 FE0620  VERT ORDER  -  SECOND    CLASS 0
 FE0620
 FE0620.The horizontal coordinates were scaled from a topographic map and have
 FE0620.an estimated accuracy of +/- 6 seconds.
 FE0620
 FE0620.The orthometric height was determined by differential leveling
 FE0620.and adjusted by the National Geodetic Survey in June 1991..
 FE0620
 FE0620.The geoid height was determined by GEOID03.
 FE0620
 FE0620.The dynamic height is computed by dividing the NAVD 88
 FE0620.geopotential number by the normal gravity value computed on the
 FE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0620.degrees latitude (g = 980.6199 gals.).
 FE0620
 FE0620.The modeled gravity was interpolated from observed gravity values.
 FE0620
 FE0620;                    North         East    Units  Estimated Accuracy
 FE0620;SPC TN       -   152,170.      344,460.      MT  (+/- 180 meters Scaled)
 FE0620
 FE0620                          SUPERSEDED SURVEY CONTROL
 FE0620
 FE0620  NGVD 29 (??/??/??)  158.166  (m)          518.92   (f) ADJUSTED    2 0
 FE0620
 FE0620.Superseded values are not recommended for survey control.
 FE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0620.See file dsdata.txt to determine how the superseded data were derived.
 FE0620
 FE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE350490(NAD 83)
 FE0620_MARKER: DR = REFERENCE MARK DISK
 FE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0620_STAMPING: RIDGECREST NO 2 1959
 FE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0620+STABILITY: SURFACE MOTION
 FE0620
 FE0620  HISTORY     - Date     Condition        Report By
 FE0620  HISTORY     - 1959     MONUMENTED       CGS
 FE0620  HISTORY     - 1959     GOOD             CGS
 FE0620
 FE0620                          STATION DESCRIPTION
 FE0620
 FE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0620'7 MI N FROM JACKSON.
 FE0620'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0620'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20, IN JACKSON, THENCE
 FE0620'NORTHEAST ON INTERSTATE HIGHWAY 40 FOR 3.35 MILES, 0.65 MILES
 FE0620'NORTHEAST OF T 215.  THE R.M. IS 32 FEET SOUTH OF A SOUTHWEST
 FE0620'FENCE CORNER, 8 FEET EAST-NORTHEAST OF A POWER LINE POLE AND 7
 FE0620'FEET EAST OF A ROAD-CUT.  THE MARK IS SET IN THE TOP OF A CONCRETE
 FE0620'POST, WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1667 ***********************************************************************
 GD1667  DESIGNATION -  RIDGELY MUNICIPAL TANK
 GD1667  PID         -  GD1667
 GD1667  STATE/COUNTY-  TN/LAKE
 GD1667  USGS QUAD   -  RIDGELY (1981)
 GD1667
 GD1667                         *CURRENT SURVEY CONTROL
 GD1667  ___________________________________________________________________
 GD1667* NAD 83(1995)-  36 15 43.33085(N)    089 29 29.98500(W)     ADJUSTED  
 GD1667* NAVD 88     -                                                        
 GD1667  ___________________________________________________________________
 GD1667  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GD1667  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1667
 GD1667  HORZ ORDER  -  THIRD
 GD1667
 GD1667.The horizontal coordinates were established by classical geodetic methods
 GD1667.and adjusted by the National Geodetic Survey in April 1999..
 GD1667
 GD1667
 GD1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1667
 GD1667.The geoid height was determined by GEOID03.
 GD1667
 GD1667;                    North         East     Units Scale Factor Converg.
 GD1667;SPC TN       -   219,586.904   286,297.633   MT  0.99997623   -2 02 39.0
 GD1667;SPC TN       -   720,428.03    939,294.82   sFT  0.99997623   -2 02 39.0
 GD1667;UTM  16      - 4,015,892.667   276,156.270   MT  1.00021740   -1 28 27.8
 GD1667
 GD1667                          SUPERSEDED SURVEY CONTROL
 GD1667
 GD1667  NAD 83(1995)-  36 15 43.33544(N)    089 29 29.98510(W) AD(       ) 4
 GD1667  NAD 83(1995)-  36 15 43.33601(N)    089 29 29.98615(W) AD(       ) 4
 GD1667  NAD 83(1986)-  36 15 43.34196(N)    089 29 29.98475(W) AD(       ) 4
 GD1667  NAD 27      -  36 15 43.13200(N)    089 29 29.73500(W) AD(       ) 3
 GD1667
 GD1667.Superseded values are not recommended for survey control.
 GD1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1667.See file dsdata.txt to determine how the superseded data were derived.
 GD1667
 GD1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7615615893(NAD 83)
 GD1667_MARKER: 53 = ELEVATED TANK
 GD1667
 GD1667  HISTORY     - Date     Condition        Report By
 GD1667  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1667  HISTORY     - 1959     GOOD             CGS
 GD1667  HISTORY     - 1967     GOOD             CGS
 GD1667
 GD1667                          STATION DESCRIPTION
 GD1667
 GD1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1667'THE STATION WAS ESTABLISHED IN 1929 BUT WAS NOT DESCRIBED.  A
 GD1667'COMPLETE NEW DESCRIPTION FOLLOWS.
 GD1667'
 GD1667'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4 LEGGED
 GD1667'TANK PAINTED SILVER AND IS 135 FEET HIGH.  IT IS IN THE SOUTHERN
 GD1667'SECTION OF RIDGELY ABOUT 50 FEET EAST OF A RAILROAD AND ABOUT 100
 GD1667'FEET SOUTH OF WYATT STREET.
 GD1667
 GD1667                          STATION RECOVERY (1967)
 GD1667
 GD1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1667'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1667'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1667'DESCRIPTION.
 GD1667'
 GD1667'THE STATION IS THE MOST NORTHERLY AND WESTERLY OF TWO TANKS, IS
 GD1667'LOCATED IN THE SOUTHWEST CORNER OF RIDGELY ABOUT 0.3 MILE SOUTH OF
 GD1667'THE RAILROAD DEPOT, 100 FEET SOUTH OF THE APPROXIMATE CENTER OF WYATT
 GD1667'STREET, AND 50 FEET EAST OF THE RAILROAD TRACKS.
 GD1667'
 GD1667'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS A
 GD1667'CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF, IS PAINTED
 GD1667'SILVER, HAS THE LEGEND RIDGELY PAINTED IN BLACK ON THE EAST SIDE,
 GD1667'AND HAS AN OVERALL HEIGHT OF 135 FEET.
 GD1667'
 GD1667'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1667'
 GD1667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2226 ***********************************************************************
 FE2226  DESIGNATION -  RIDINGS
 FE2226  PID         -  FE2226
 FE2226  STATE/COUNTY-  TN/CARROLL
 FE2226  USGS QUAD   -  BUENA VISTA (1973)
 FE2226
 FE2226                         *CURRENT SURVEY CONTROL
 FE2226  ___________________________________________________________________
 FE2226* NAD 83(1995)-  35 58 42.97383(N)    088 17 41.48023(W)     ADJUSTED  
 FE2226* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 FE2226  ___________________________________________________________________
 FE2226  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FE2226  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FE2226
 FE2226  HORZ ORDER  -  SECOND
 FE2226
 FE2226.The horizontal coordinates were established by classical geodetic methods
 FE2226.and adjusted by the National Geodetic Survey in April 1999..
 FE2226
 FE2226.The orthometric height was scaled from a topographic map.
 FE2226
 FE2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2226
 FE2226.The geoid height was determined by GEOID03.
 FE2226
 FE2226;                    North         East     Units Scale Factor Converg.
 FE2226;SPC TN       -   184,967.786   393,060.465   MT  0.99995157   -1 20 36.6
 FE2226;SPC TN       -   606,848.48  1,289,565.88   sFT  0.99995157   -1 20 36.6
 FE2226;UTM  16      - 3,982,350.335   383,263.120   MT  0.99976792   -0 45 38.9
 FE2226
 FE2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2226!SPC TN       -   0.99997745  x   0.99995157  =   0.99992903
 FE2226!UTM  16      -   0.99997745  x   0.99976792  =   0.99974538
 FE2226
 FE2226:                Primary Azimuth Mark                     Grid Az
 FE2226:SPC TN       -  HOLLOW                                   022 07 20.3
 FE2226:UTM  16      -  HOLLOW                                   021 32 22.6
 FE2226
 FE2226|---------------------------------------------------------------------|
 FE2226| PID    Reference Object                     Distance      Geod. Az  |
 FE2226|                                                           dddmmss.s |
 FE2226| GD1481 HOLLOW                              APPROX. 7.5 KM 0204643.7 |
 FE2226| GD1477 BRUCETON MUNICIPAL TANK             APPROX. 7.6 KM 0362107.0 |
 FE2226| CG4136 RIDINGS AZ MK                                      1744543.7 |
 FE2226| CG4137 RIDINGS RM 1                         59.131 METERS 17850     |
 FE2226| CG4138 RIDINGS RM 2                         36.021 METERS 24423     |
 FE2226| CG4139 RIDINGS RM 3                         12.812 METERS 25357     |
 FE2226|---------------------------------------------------------------------|
 FE2226
 FE2226                          SUPERSEDED SURVEY CONTROL
 FE2226
 FE2226  NAD 83(1995)-  35 58 42.97582(N)    088 17 41.48697(W) AD(       ) 2
 FE2226  NAD 83(1986)-  35 58 42.98392(N)    088 17 41.48048(W) AD(       ) 2
 FE2226  NAD 27      -  35 58 42.76200(N)    088 17 41.31800(W) AD(       ) 2
 FE2226
 FE2226.Superseded values are not recommended for survey control.
 FE2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2226.See file dsdata.txt to determine how the superseded data were derived.
 FE2226
 FE2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8326382350(NAD 83)
 FE2226_MARKER: DS = TRIANGULATION STATION DISK
 FE2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2226
 FE2226  HISTORY     - Date     Condition        Report By
 FE2226  HISTORY     - 1934     MONUMENTED       CGS
 FE2226  HISTORY     - 1973     GOOD             TVA
 FE2226  HISTORY     - 1976     GOOD             NGS
 FE2226
 FE2226                          STATION DESCRIPTION
 FE2226
 FE2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2226'ABOUT 0.5 MILE NORTHWEST OF BUENA VISTA, ON PROPERTY OF MR. J. E.
 FE2226'RIDINGS, IN HIS YARD, 78 FEET NORTHWEST OF NORTHWEST CORNER OF
 FE2226'HOUSE, 15.5 FEET WEST OF GARAGE, 60 FEET EAST OF CENTER LINE OF ROAD,
 FE2226'52.5 FEET SOUTHEAST OF 48-INCH BLACK OAK TREE. TO REACH FROM
 FE2226'COURTHOUSE AT HUNTINGDON, GO EAST 1.1 MILES ON U.S. ROUTE 70 (OR 0.4
 FE2226'MILE AFTER CROSSING RAILROAD), TURN RIGHT ONTO DIRT ROAD AT ARROW
 FE2226'BUENA VISTA 10 MILES, GO 7.2 MILES AND TURN LEFT AT TOP OF GRADE,
 FE2226'AND PROCEED 0.15 MILE TO MR. RIDINGS HOME AND STATION SITE. SURFACE
 FE2226'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2226'UPPER MARK PROJECTS 12 INCHES ABOVE GROUND.
 FE2226'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2226'NO. 1 IS ABOUT 100 FEET SOUTH-SOUTHWEST OF HOUSE, 4 FEET
 FE2226'EAST-NORTHEAST OF FENCE LINE, AND ACROSS ROAD FROM AND 194.16 FEET
 FE2226'FROM STATION S 1 DEG 10 MIN E.  NO. 2 IS 3 FEET NORTHEAST OF
 FE2226'8-INCH BLACK OAK WITH TRIANGULAR BLAZE, AND IN CEMETERY ACROSS
 FE2226'ROAD FROM, AND 118.18 FEET FROM STATION S 64 DEG 23 MIN W.
 FE2226'AZIMUTH MARK IS AT T-ROAD LEADING TO STATION, 15 FEET SOUTH OF
 FE2226'CENTER LINE OF ROAD, 32 FEET EAST OF TWIN MAPLE, ON PROPERTY OF MR.
 FE2226'COKE MOORE, 125 FEET SOUTH-SOUTHWEST OF FRAME DWELLING, 40 FEET
 FE2226'NORTH-NORTHEAST OF TENNIS COURT, AND 0.15 MILE FROM STATION
 FE2226'S 5 DEG 15 MIN E.
 FE2226
 FE2226                          STATION RECOVERY (1973)
 FE2226
 FE2226'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FE2226'CONDITION OF POINT WHEN FOUND GOOD.
 FE2226'
 FE2226'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT RIDINGS STATION
 FE2226'MARK USC AND GS 1934.
 FE2226'
 FE2226'SEE ORIGINAL DESCRIPTION (HOUSE AND GARAGE DESTROYED).
 FE2226'
 FE2226'ADD TO DESCRIPTION.  9.40 FT. WEST OF 20 INCH SILVER LEAF POPULAR.
 FE2226'27.50 FT. S. 30 E OF 12 INCH RED OAK.
 FE2226'
 FE2226'RIDING RM NO 2-CONDITION OF POINT WHEN FOUND ON TOP OF GROUND
 FE2226'(PUSHED OUT OF GROUND).
 FE2226'
 FE2226'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT RIDINGS NO 2 1934
 FE2226'USC AND GS.
 FE2226'
 FE2226'DESTROYED.  CAP RECOVERED.
 FE2226'
 FE2226'RIDING AZ MKNOT FOUND.  DESTROYED.
 FE2226'
 FE2226'SEE ORIGINAL DESCRIPTION.
 FE2226'
 FE2226'DISTANCE AND DIRECTION FROM NEAREST TOWN 0.5 MI. N.W. OF BUENA
 FE2226'VISTA.
 FE2226
 FE2226                          STATION RECOVERY (1976)
 FE2226
 FE2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2226'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FE2226'REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK GONE.  THE AZIMUTH
 FE2226'MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.
 FE2226'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY .16
 FE2226'OF A FOOT.  A NEW DESCRIPTION FOLLOWS--
 FE2226'
 FE2226'THE STATION IS 60 FEET EAST OF THE CENTERLINE OF ROAD, 22 FEET
 FE2226'EAST OF A FENCE, 10 FEET WEST OF A 14 INCH POPLAR TREE, 1 FOOT EAST
 FE2226'OF A METAL WITNESS POST, 28 FEET SOUTHEAST OF A 14 INCH OAK TREE
 FE2226'AND ON THE PROPERTY OF MR. PHILLIP KYLE, P.O. BOX 81, BUENA VISTA,
 FE2226'TENNESSEE 38318.  THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS
 FE2226'STAMPED RIDINGS 1934.
 FE2226'
 FE2226'TO REACH THE STATION FROM THE POST OFFICE AND RAILROAD CROSSING AT
 FE2226'BUENA VISTA, GO WEST ON PAVED ROAD FOR 0.25 MILE TO A GRAVELED ROAD
 FE2226'RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.15 MILE
 FE2226'TO A CEMETERY ON THE LEFT AND THE STATION ON THE RIGHT.
 FE2226'
 FE2226'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT
 FE2226'SOUTHWEST OF A FENCE, 6 FEET NORTHWEST OF A TWIN TRUNK OAK TREE, 2
 FE2226'FEET SOUTHEAST OF A 4 INCH CEDAR TREE AND 15 FEET WEST OF THE
 FE2226'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 10 INCHES AND THE
 FE2226'DISK IS STAMPED RIDINGS NO 1 1934.
 FE2226'
 FE2226'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2226'MAGNETS, STAMPED RIDINGS 1934 NO 3 1976, PROJECTING 3 INCHES, 26
 FE2226'FEET NORTHWEST OF A 20 INCH OAK TREE, 16 FEET SOUTHWEST OF THE
 FE2226'FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 15 FEET
 FE2226'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 FE2226'
 FE2226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTHWEST EDGE
 FE2226'OF BUENA VISTA.
 FE2226'
 FE2226'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1786 ***********************************************************************
 FC1786  DESIGNATION -  RIGGS
 FC1786  PID         -  FC1786
 FC1786  STATE/COUNTY-  TN/MCMINN
 FC1786  USGS QUAD   -  RICEVILLE (1990)
 FC1786
 FC1786                         *CURRENT SURVEY CONTROL
 FC1786  ___________________________________________________________________
 FC1786* NAD 83(1995)-  35 28 00.74652(N)    084 40 30.33469(W)     ADJUSTED  
 FC1786* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 FC1786  ___________________________________________________________________
 FC1786  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FC1786  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC1786
 FC1786  HORZ ORDER  -  THIRD
 FC1786
 FC1786.The horizontal coordinates were established by classical geodetic methods
 FC1786.and adjusted by the National Geodetic Survey in April 1999..
 FC1786
 FC1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1786
 FC1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1786
 FC1786.The geoid height was determined by GEOID03.
 FC1786
 FC1786;                    North         East     Units Scale Factor Converg.
 FC1786;SPC TN       -   126,579.663   720,249.918   MT  0.99996881   +0 46 32.4
 FC1786;SPC TN       -   415,286.78  2,363,019.94   sFT  0.99996881   +0 46 32.4
 FC1786;UTM  16      - 3,927,303.850   710,958.630   MT  1.00014846   +1 20 58.1
 FC1786
 FC1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1786!SPC TN       -   0.99995165  x   0.99996881  =   0.99992046
 FC1786!UTM  16      -   0.99995165  x   1.00014846  =   1.00010010
 FC1786
 FC1786:                Primary Azimuth Mark                     Grid Az
 FC1786:SPC TN       -  ATHENS PLANTATION PL MICROWAVE           100 44 18.6
 FC1786:UTM  16      -  ATHENS PLANTATION PL MICROWAVE           100 09 52.9
 FC1786
 FC1786|---------------------------------------------------------------------|
 FC1786| PID    Reference Object                     Distance      Geod. Az  |
 FC1786|                                                           dddmmss.s |
 FC1786| FC1783 ATHENS PLANTATION PL MICROWAVE      APPROX. 5.2 KM 1013051.0 |
 FC1786| FC1785 ATHENS TABLE CO WATER TANK          APPROX. 7.1 KM 1023445.7 |
 FC1786| FC1784 ATHENS RADIO STATION WLAR MAST      APPROX. 6.1 KM 1101612.9 |
 FC1786| CZ4529 RIGGS RM 1                           18.706 METERS 12148     |
 FC1786| CZ4530 RIGGS RM 2                           16.883 METERS 31511     |
 FC1786|---------------------------------------------------------------------|
 FC1786
 FC1786                          SUPERSEDED SURVEY CONTROL
 FC1786
 FC1786  NAD 83(1995)-  35 28 00.75062(N)    084 40 30.33532(W) AD(       ) 3
 FC1786  NAD 83(1995)-  35 28 00.75001(N)    084 40 30.33561(W) AD(       ) 3
 FC1786  NAD 83(1995)-  35 28 00.75042(N)    084 40 30.33530(W) AD(       ) 3
 FC1786  NAD 83(1986)-  35 28 00.75467(N)    084 40 30.33316(W) AD(       ) 3
 FC1786  NAD 27      -  35 28 00.49210(N)    084 40 30.56340(W) AD(       ) 3
 FC1786  NGVD 29 (07/19/86)  338.5    (m)         1111.     (f) VERT ANG       
 FC1786
 FC1786.Superseded values are not recommended for survey control.
 FC1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1786.See file dsdata.txt to determine how the superseded data were derived.
 FC1786
 FC1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1095927304(NAD 83)
 FC1786_MARKER: DE = TRAVERSE STATION DISK
 FC1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1786
 FC1786  HISTORY     - Date     Condition        Report By
 FC1786  HISTORY     - 1961     MONUMENTED       CGS
 FC1786  HISTORY     - 1964     GOOD             TVA
 FC1786  HISTORY     - 1981     GOOD             NGS
 FC1786
 FC1786                          STATION DESCRIPTION
 FC1786
 FC1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1786'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ATHENS. IT IS ABOUT
 FC1786'100 YARDS NORTH OF MR. FRANK RIGGS RESIDENCE AND IN THE
 FC1786'NORTHWEST CORNER OF A GARDEN PLOT.
 FC1786'
 FC1786'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 11 AND STATE
 FC1786'30 IN THE WEST EDGE OF ATHENS, GO WEST ON STATE ROUTE 30 FOR 3.65
 FC1786'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO A CROSSROAD,
 FC1786'TURN SHARP TO THE LEFT AND GO 0.7 MILE TO A FARM ROAD ON THE
 FC1786'LEFT AT TOP OF HILL, TURN LEFT AND FOLLOW FARM ROAD 0.1 MILE TO THE
 FC1786'EAST SIDE OF RIGGS RESIDENCE, TURN RIGHT AND PASS TO THE LEFT
 FC1786'OF BARN AND THROUGH A GATE THEN GO NORTHWEST ABOUT 30 YARDS TO A
 FC1786'FENCE CORNER AND STATION.
 FC1786'
 FC1786'THE STATION MARK IS 15.6 FEET SOUTHEAST OF FENCE CORNERPOST, 14 FEET
 FC1786'EAST OF WIRE FENCE, AND 6.9 FEET SOUTH OF WIRE FENCE AND METAL
 FC1786'WITNESS POST. THE MARK IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 FC1786'CONCRETE MONUMENT, 8 INCHES BELOW THE SURFACE AND STAMPED RIGGS
 FC1786'1961.
 FC1786'
 FC1786'REFERENCE MARK NO. 1 IS 8 FEET SOUTHWEST OF THE FENCE CORNERPOST AND
 FC1786'1 FOOT SOUTH OF WIRE FENCE. THE MARK IS A STANDARD
 FC1786'REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 FC1786'PROJECTING 2 INCHES AND STAMPED RIGGS NO 1 1961.
 FC1786'
 FC1786'REFERENCE MARK NO. 2 IS WEST OF THE FENCE CORNERPOST AND 1 FOOT SOUTH
 FC1786'OF WIRE FENCE. THE MARK IS A STANDARD REFERENCE DISK SET IN A
 FC1786'SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND STAMPED RIGGS NO 2
 FC1786'1961.
 FC1786'
 FC1786'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FC1786
 FC1786                          STATION RECOVERY (1964)
 FC1786
 FC1786'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 FC1786'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 FC1786
 FC1786                          STATION RECOVERY (1981)
 FC1786
 FC1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC1786'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 FC1786'WITH A PROD BAR BUT NOT DUG UP SINCE IT IS IN A TURNIP PATCH.  A NEW
 FC1786'DESCRIPTION FOLLOWS.
 FC1786'
 FC1786'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ATHENS, ON THE
 FC1786'PROPERTY OF MR. LAWRENCE SHARP, ROUTE NO. 1, ATHENS, TENN., IN THE
 FC1786'NORTHEAST CORNER OF A GARDEN, 16 FEET WEST OF THE CENTERLINE OF A
 FC1786'PAVED DRIVEWAY, 56 FEET EAST OF A WATER FAUCET, 25 FEET WEST OF A
 FC1786'CONCRETE POST FOR A DRIVEWAY LIGHT.  THE MARK IS ABOUT 1 FOOT
 FC1786'UNDERGROUND AND THE DISK IS STAMPED---RIGGS 1961---.
 FC1786'
 FC1786'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 FC1786'STATE HIGHWAY 30 ABOUT 2 MILES WEST OF ATHENS, GO WESTERLY ON HIGHWAY
 FC1786'30 FOR 2.05 MILES TO A ROAD LEFT.  TURN LEFT FOR 0.05 MILE TO A
 FC1786'CROSSROAD.  TURN LEFT ON PAVED ROAD AND GO 0.7 MILE TO TOP OF HILL AND
 FC1786'A DRIVEWAY LEFT.  TURN LEFT AND GO 0.15 MILE ON THE DRIVEWAY TO THE
 FC1786'STATION ON THE LEFT.
 FC1786'
 FC1786'REFERENCE MARK 1 IS 46 FEET EAST OF THE CENTERLINE OF THE PAVED
 FC1786'DRIVEWAY, 36 FEET EAST OF THE DRIVEWAY LIGHT, 6 FEET WEST OF A 10 INCH
 FC1786'OAK TREE AND 15 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVE.  THE
 FC1786'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---RIGGS NO 1
 FC1786'1961---.
 FC1786'
 FC1786'REFERENCE MARK 2 IS 71 FEET WEST OF THE CENTERLINE OF THE PAVED DRIVE,
 FC1786'1 FOOT EAST OF A WATER FAUCET, 4 FEET SOUTHWEST OF A SMALL BLUE SPRUCE
 FC1786'TREE AND 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL CONCRETE
 FC1786'BLOCK BUILDING.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 FC1786'STAMPED---RIGGS NO 2 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0202 ***********************************************************************
 FE0202  DESIGNATION -  RIGHT AZ MK
 FE0202  PID         -  FE0202
 FE0202  STATE/COUNTY-  TN/HARDIN
 FE0202  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0202
 FE0202                         *CURRENT SURVEY CONTROL
 FE0202  ___________________________________________________________________
 FE0202* NAD 83(1986)-  35 17 41.     (N)    088 18 31.     (W)     SCALED    
 FE0202* NAVD 88     -       177.878  (meters)     583.59   (feet)  ADJUSTED  
 FE0202  ___________________________________________________________________
 FE0202  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0202  DYNAMIC HT  -         177.716 (meters)     583.06  (feet)  COMP
 FE0202  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FE0202
 FE0202  VERT ORDER  -  SECOND    CLASS 0
 FE0202
 FE0202.The horizontal coordinates were scaled from a topographic map and have
 FE0202.an estimated accuracy of +/- 6 seconds.
 FE0202
 FE0202.The orthometric height was determined by differential leveling
 FE0202.and adjusted by the National Geodetic Survey in June 1991..
 FE0202
 FE0202.The geoid height was determined by GEOID03.
 FE0202
 FE0202.The dynamic height is computed by dividing the NAVD 88
 FE0202.geopotential number by the normal gravity value computed on the
 FE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0202.degrees latitude (g = 980.6199 gals.).
 FE0202
 FE0202.The modeled gravity was interpolated from observed gravity values.
 FE0202
 FE0202;                    North         East    Units  Estimated Accuracy
 FE0202;SPC TN       -   109,140.      390,030.      MT  (+/- 180 meters Scaled)
 FE0202
 FE0202                          SUPERSEDED SURVEY CONTROL
 FE0202
 FE0202  NGVD 29 (??/??/??)  177.888  (m)          583.62   (f) ADJUSTED    2 0
 FE0202
 FE0202.Superseded values are not recommended for survey control.
 FE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0202.See file dsdata.txt to determine how the superseded data were derived.
 FE0202
 FE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE810065(NAD 83)
 FE0202_MARKER: DZ = AZIMUTH MARK DISK
 FE0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0202_STAMPING: RIGHT 1934
 FE0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0202+STABILITY: SURFACE MOTION
 FE0202
 FE0202  HISTORY     - Date     Condition        Report By
 FE0202  HISTORY     - 1934     MONUMENTED       CGS
 FE0202  HISTORY     - 1962     GOOD             CGS
 FE0202
 FE0202                          STATION DESCRIPTION
 FE0202
 FE0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0202'0.7 MI S FROM RIGHT.
 FE0202'FROM THE RIGHT 1934, 1962 STATION SITE GO NORTH ON A PAVED ROAD
 FE0202'FOR 0.15 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS
 FE0202'12 FEET SOUTH OF A FENCE ACROSS THE ROAD FROM THE HOME OF ROY
 FE0202'EVANS AND 28 FEET NORTH OF THE CENTER OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0204 ***********************************************************************
 FE0204  DESIGNATION -  RIGHT RESET
 FE0204  PID         -  FE0204
 FE0204  STATE/COUNTY-  TN/HARDIN
 FE0204  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0204
 FE0204                         *CURRENT SURVEY CONTROL
 FE0204  ___________________________________________________________________
 FE0204* NAD 83(1995)-  35 17 41.27424(N)    088 18 31.64392(W)     ADJUSTED  
 FE0204* NAVD 88     -       179.360  (meters)     588.45   (feet)  ADJUSTED  
 FE0204  ___________________________________________________________________
 FE0204  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE0204  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0204  DYNAMIC HT  -         179.198 (meters)     587.92  (feet)  COMP
 FE0204  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FE0204
 FE0204  HORZ ORDER  -  SECOND
 FE0204  VERT ORDER  -  SECOND    CLASS 0
 FE0204
 FE0204.The horizontal coordinates were established by classical geodetic methods
 FE0204.and adjusted by the National Geodetic Survey in April 1999..
 FE0204
 FE0204.The orthometric height was determined by differential leveling
 FE0204.and adjusted by the National Geodetic Survey in June 1991..
 FE0204
 FE0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0204
 FE0204.The geoid height was determined by GEOID03.
 FE0204
 FE0204.The dynamic height is computed by dividing the NAVD 88
 FE0204.geopotential number by the normal gravity value computed on the
 FE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0204.degrees latitude (g = 980.6199 gals.).
 FE0204
 FE0204.The modeled gravity was interpolated from observed gravity values.
 FE0204
 FE0204;                    North         East     Units Scale Factor Converg.
 FE0204;SPC TN       -   109,151.694   390,014.564   MT  0.99999240   -1 21 06.0
 FE0204;SPC TN       -   358,108.52  1,279,572.78   sFT  0.99999240   -1 21 06.0
 FE0204;UTM  16      - 3,906,521.270   380,997.194   MT  0.99977452   -0 45 22.6
 FE0204
 FE0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0204!SPC TN       -   0.99997619  x   0.99999240  =   0.99996859
 FE0204!UTM  16      -   0.99997619  x   0.99977452  =   0.99975071
 FE0204
 FE0204|---------------------------------------------------------------------|
 FE0204| PID    Reference Object                     Distance      Geod. Az  |
 FE0204|                                                           dddmmss.s |
 FE0204| CG4142 RIGHT RM 3                           20.559 METERS 04422     |
 FE0204| FE0205 RIGHT RM 1                           60.540 METERS 10719     |
 FE0204| FE0202 RIGHT AZ MK                                        3024236.1 |
 FE0204| FE0203 RIGHT RM 2                           34.875 METERS 33848     |
 FE0204|---------------------------------------------------------------------|
 FE0204
 FE0204                          SUPERSEDED SURVEY CONTROL
 FE0204
 FE0204  NAD 83(1995)-  35 17 41.27766(N)    088 18 31.64496(W) AD(       ) 2
 FE0204  NAD 83(1995)-  35 17 41.27791(N)    088 18 31.64444(W) AD(       ) 2
 FE0204  NAD 83(1995)-  35 17 41.28203(N)    088 18 31.64381(W) AD(       ) 2
 FE0204  NAD 83(1986)-  35 17 41.28353(N)    088 18 31.64408(W) AD(       ) 2
 FE0204  NAD 27      -  35 17 41.00000(N)    088 18 31.50800(W) AD(       ) 2
 FE0204  NGVD 29 (??/??/??)  179.372  (m)          588.49   (f) ADJUSTED    2 0
 FE0204
 FE0204.Superseded values are not recommended for survey control.
 FE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0204.See file dsdata.txt to determine how the superseded data were derived.
 FE0204
 FE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8099706521(NAD 83)
 FE0204_MARKER: DS = TRIANGULATION STATION DISK
 FE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0204_STAMPING: RIGHT 1934 1962
 FE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0204+STABILITY: SURFACE MOTION
 FE0204
 FE0204  HISTORY     - Date     Condition        Report By
 FE0204  HISTORY     - 1934     MONUMENTED       CGS
 FE0204  HISTORY     - 1949     GOOD             TVA
 FE0204  HISTORY     - 1962     SEE DESCRIPTION  TNHD
 FE0204  HISTORY     - 1962     GOOD             CGS
 FE0204  HISTORY     - 1967     GOOD             CGS
 FE0204  HISTORY     - 1973     MARK NOT FOUND   TVA
 FE0204  HISTORY     - 1976     GOOD             NGS
 FE0204
 FE0204                          STATION DESCRIPTION
 FE0204
 FE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE0204'ABOUT 6-1/4 MILES NORTHEAST OF ADAMSVILLE, 6 MILES NORTHWEST OF
 FE0204'SAVANNAH, 1 MILE EAST-SOUTHEAST OF ABANDONED RIGHT POST OFFICE,
 FE0204'ON HIGH GROUND, 89 FEET SOUTHWEST OF CENTER OF STATE ROUTE 22, 42
 FE0204'FEET SOUTH OF DOUBLE OAK AT FENCE GATE, 85 FEET SOUTH OF
 FE0204'SMALL TAYLOR CEMETERY, AND IN FENCE LINE OF PROPERTY OF DR. J.H.
 FE0204'TAYLOR. TO REACH FROM JUNCTION OF STATE ROUTES 64, 69, AND
 FE0204'22 (ABOUT 2 MILES WEST ALONG ROUTE 64 FROM SAVANNAH), FOLLOW ROUTE 22
 FE0204'NORTH 5.45 MILES TO TOP OF GRADE AND SMALL CEMETERY ON LEFT.
 FE0204'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE0204'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE0204'REFERENCE DISKS IN CONCRETE. NO. 1 IS 25 FEET NORTH
 FE0204'OF CENTER OF ROUTE 22, ABOUT 10 FEET WEST OF WIRE FENCE ON PROPERTY
 FE0204'OF DR. TAYLOR, AND 198.63 FEET FROM STATION.
 FE0204'NO. 2 IS 1 FOOT SOUTHWEST OF WIRE FENCE, ABOUT 12 FEET
 FE0204'SOUTH- SOUTHWEST OF DOUBLE OAK BY SMALL CEMETERY, AND
 FE0204'114.42 FEET FROM STATION. AZIMUTH MARK
 FE0204'IS 28 FEET NORTH OF CENTER OF ROUTE 22, 3 FEET SOUTH OF WIRE
 FE0204'FENCE, DIRECTLY ACROSS ROAD FROM HOME OF EARNEST ERWIN, AND 0.15
 FE0204'MILE FROM STATION.
 FE0204
 FE0204                          STATION RECOVERY (1949)
 FE0204
 FE0204'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE0204'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 1 MILE SE OF
 FE0204'RIGHT. THE DISK IS STAMPED RIGHT 1934.
 FE0204'
 FE0204'A STEEL POST IS SET 2 FEET E OF THE STATION.
 FE0204'
 FE0204'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FE0204'
 FE0204'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. A STEEEL POST IS SET 2
 FE0204'FEET SE OF THE MARK.
 FE0204
 FE0204                          STATION RECOVERY (1962)
 FE0204
 FE0204'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FE0204'THE STATION MARK WAS DESTROYED BY EROSION AND A NEW STATION MARK WAS
 FE0204'ESTABLISHED OVER THE UNDERGROUND MARK. THE NEW STATION MARK
 FE0204'WAS SET 3-INCHES BELOW THE SURFACE. THE REFERENCE AND AZIMUTH MARKS
 FE0204'WERE FOUND IN GOOD CONDITION AND THE HORIZONTAL MEASUREMENTS
 FE0204'BETWEEN THE REFERENCE MARKS AND THE STATION WERE FOUND TO CHECK THE
 FE0204'1934 MEASUREMENTS. THE OLD DESCRIPTION WAS FOUND TO
 FE0204'BE INADEQUATE AND A NEW DESCRIPTION FOLLOWS-
 FE0204'
 FE0204'THE STATION IS ABOUT 6.3 MILES NORTHEAST OF ADAMSVILLE AND 6 MILES
 FE0204'NORTHWEST OF SAVANNAH.
 FE0204'
 FE0204'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 15 AND 69
 FE0204'IN CRUMP, GO 1.6 MILES NORTHWEST ON STATE ROUTE 69 TO A
 FE0204'PAVED ROAD RIGHT, TURN RIGHT AND GO 4.2 MILES NORTH TO AN
 FE0204'INTERSECTION. TURN LEFT AND GO 1.3 MILES NORTH ON A PAVED
 FE0204'ROAD TO THE STATION ON THE LEFT AS DESCRIBED. ALL MARKS ARE STANDARD
 FE0204'DISKS SET IN CONCRETE MONUMENTS.
 FE0204'
 FE0204'THE STATION IS 89 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD, 85
 FE0204'FEET SOUTH OF TAYLOR CEMETERY, 57 FEET EAST OF A 30-INCH OAK
 FE0204'TREE, AND 42 FEET NORTHWEST OF A 35-INCH OAK TREE. IT IS STAMPED
 FE0204'RIGHT 1934, 1962.
 FE0204'
 FE0204'REFERENCE MARK 1 IS 29 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD
 FE0204'AND 13 FEET NORTH OF A WIRE FENCE. IT IS STAMPED RIGHT
 FE0204'1934 NO. 1.
 FE0204'
 FE0204'REFERENCE MARK 2 IS 7 FEET WEST OF THE NORTHWEST CORNER OF THE FENCE
 FE0204'AROUND THE CEMETERY. IT IS STAMPED RIGHT 1934 NO. 2.
 FE0204'
 FE0204'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.15 MILE NORTHWEST ON
 FE0204'A PAVED ROAD TO THE MARK ON THE LEFT AS DESCRIBED.
 FE0204'
 FE0204'IT IS 12 FEET SOUTH OF A FENCE ACROSS THE ROAD FROM THE HOME OF ROY
 FE0204'EVANS AND 28 FEET NORTH OF THE CENTER OF A PAVED ROAD. THE
 FE0204'DISK IS STAMPED RIGHT 1934.
 FE0204
 FE0204                          STATION RECOVERY (1962)
 FE0204
 FE0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FE0204'1 MI S FROM RIGHT.
 FE0204'1 MILE SOUTH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE
 FE0204'ROUTE 69 IN CRUMP, GO 1.0 MILE NORTHWEST ON STATE ROUTE 69 TO
 FE0204'A PAVED ROAD RIGHT, TURN RIGHT AND GO 4.2 MILES NORTH TO AN
 FE0204'INTERSECTION, TURN LEFT AND GO 1.3 MILES NORTH ON A PAVED ROAD
 FE0204'TO THE STATION ON THE LEFT.  THE STATION MARK IS 89 FEET SOUTHWEST
 FE0204'OF THE CENTERLINE OF A PAVED ROAD, 85 FEET SOUTH OF TAYLOR
 FE0204'CEMETERY, 57 FEET EAST OF A 30-INCH OAK TREE AND 42 FEET NORTHWEST
 FE0204'OF A 35-INCH OAK TREE.  NOTE-- THE STATION MARK WAS DESTROYED
 FE0204'BY EROSION AND A NEW STATION MARK WAS ESTABLISHED OVER THE
 FE0204'UNDERGROUND MARK.
 FE0204
 FE0204                          STATION RECOVERY (1967)
 FE0204
 FE0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0204'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1962
 FE0204'RECOVERY NOTE AND FOUND IN GOOD CONDITION.  THE 1962 TO-REACH IS
 FE0204'COMPLETELY ADEQUATE.
 FE0204
 FE0204                          STATION RECOVERY (1973)
 FE0204
 FE0204'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NOD)
 FE0204'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0204'
 FE0204'THE AREA IN WHICH MARKER WAS LOCATED HAS BEEN DISTURBED CHECK AZI
 FE0204'AND DISTANCE FROM R.M NO. 2 - PROBED AREA, COULD NOT
 FE0204'LOCATE--UNDERGROUND MARKER MAY BE STILL GOOD.
 FE0204'
 FE0204'RIGHT RM NO 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0204'
 FE0204'CHECKED AZI AND DISTANCE FROM RIGHT STATION MARK STA. PROBED AREA
 FE0204'MARKER NOT FOUND.  ROAD HAS BEEN WIDEN IN THIS AREA.
 FE0204'
 FE0204'RIGHT RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0204'
 FE0204'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT R.M NO. 2 1934.
 FE0204'
 FE0204'MARKER IS IN GOOD CONDITION--IT IS LOCATED 6 FEET SW OF SW COR OF
 FE0204'CEM.
 FE0204'
 FE0204'RIGHT AZ MK- CONDITION OF POINT WHEN FOUND GOOD.
 FE0204'
 FE0204'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT RIGHT AZI 1934.
 FE0204'
 FE0204'DESC AND REFS IN BULLETIN GOOD.
 FE0204'
 FE0204'REFS--N 35 E 4.2 TO 8 INCH ASH.
 FE0204'S 70 W 7.4 TO 8 INCH TRIPLE OAK.
 FE0204'S 50 E 19.2 TO IRON POST (MAIL BOX).
 FE0204'
 FE0204'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MI N.W OF SAVANNAH.
 FE0204
 FE0204                          STATION RECOVERY (1976)
 FE0204
 FE0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0204'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 FE0204'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO
 FE0204'HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 FE0204'2 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 FE0204'
 FE0204'THE STATION IS 43 FEET NORTHWEST OF A 30 INCH OAK TREE, 57 FEET SOUTH
 FE0204'OF A 36 INCH OAK TREE, 81 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 FE0204'A SMALL CEMETERY AND 89 FEET SOUTHWEST OF THE CENTERLINE OF ROAD.
 FE0204'THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FE0204'RIGHT 1934 1962.
 FE0204'
 FE0204'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE AT SAVANNAH,
 FE0204'GO WEST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A ROAD RIGHT.  TURN RIGHT
 FE0204'AND GO NORTHERLY ON PAVED ROAD FOR 4.3 MILES TO A CROSSROAD.
 FE0204'CONTINUE NORTHWESTERLY ON PAVED ROAD FOR 1.3 MILES TO THE STATION ON
 FE0204'THE LEFT.  CONTINUE NORTHWEST ON THE PAVED ROAD FOR 0.2 MILE
 FE0204'TO THE AZIMUTH MARK ON THE RIGHT.
 FE0204'
 FE0204'REFERENCE MARK 2 IS 14 FEET SOUTHWEST OF A TWIN TRUNK 24 INCH OAK
 FE0204'TREE, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 6 FEET
 FE0204'NORTHWEST OF THE NORTHWEST CORNER OF THE CEMETERY.  THE MONUMENT
 FE0204'PROJECTS 10 INCHES AND THE DISK IS STAMPED RIGHT NO 2 1934.
 FE0204'
 FE0204'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0204'RIGHT 1934 NO 3 1976, PROJECTING 3 INCHES, 30 FEET EAST OF THE 36
 FE0204'INCH OAK TREE, 1 FOOT NORTHWEST OF A TELEPHONE POLE AND A UNDERGROUND
 FE0204'CABLE BOX, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE0204'CEMETERY AND 22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 FE0204'
 FE0204'THE AZIMUTH MARK IS 2 FEET NORTH OF A METAL WITNESS POST, 4 FEET
 FE0204'SOUTHWEST OF A 10 INCH OAK TREE, 28 FEET NORTH OF THE CENTERLINE OF
 FE0204'THE ROAD AND 7 FEET EAST OF A TRIPLE TRUNK OAK TREE.  THE MONUMENT
 FE0204'PROJECTS 10 INCHES AND THE DISK IS STAMPED RIGHT 1934 AZI.
 FE0204'
 FE0204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FE0204'NORTHWEST OF ADAMSVILLE.
 FE0204'
 FE0204'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0205 ***********************************************************************
 FE0205  DESIGNATION -  RIGHT RM 1
 FE0205  PID         -  FE0205
 FE0205  STATE/COUNTY-  TN/HARDIN
 FE0205  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0205
 FE0205                         *CURRENT SURVEY CONTROL
 FE0205  ___________________________________________________________________
 FE0205* NAD 83(1986)-  35 17 40.     (N)    088 18 31.     (W)     SCALED    
 FE0205* NAVD 88     -       178.091  (meters)     584.29   (feet)  ADJUSTED  
 FE0205  ___________________________________________________________________
 FE0205  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0205  DYNAMIC HT  -         177.929 (meters)     583.76  (feet)  COMP
 FE0205  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FE0205
 FE0205  VERT ORDER  -  SECOND    CLASS 0
 FE0205
 FE0205.The horizontal coordinates were scaled from a topographic map and have
 FE0205.an estimated accuracy of +/- 6 seconds.
 FE0205
 FE0205.The orthometric height was determined by differential leveling
 FE0205.and adjusted by the National Geodetic Survey in June 1991..
 FE0205
 FE0205.The geoid height was determined by GEOID03.
 FE0205
 FE0205.The dynamic height is computed by dividing the NAVD 88
 FE0205.geopotential number by the normal gravity value computed on the
 FE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0205.degrees latitude (g = 980.6199 gals.).
 FE0205
 FE0205.The modeled gravity was interpolated from observed gravity values.
 FE0205
 FE0205;                    North         East    Units  Estimated Accuracy
 FE0205;SPC TN       -   109,110.      390,030.      MT  (+/- 180 meters Scaled)
 FE0205
 FE0205                          SUPERSEDED SURVEY CONTROL
 FE0205
 FE0205  NGVD 29 (??/??/??)  178.102  (m)          584.32   (f) ADJUSTED    2 0
 FE0205
 FE0205.Superseded values are not recommended for survey control.
 FE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0205.See file dsdata.txt to determine how the superseded data were derived.
 FE0205
 FE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE810064(NAD 83)
 FE0205_MARKER: DR = REFERENCE MARK DISK
 FE0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0205_STAMPING: RIGHT NO 1 1934
 FE0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0205+STABILITY: SURFACE MOTION
 FE0205
 FE0205  HISTORY     - Date     Condition        Report By
 FE0205  HISTORY     - 1934     MONUMENTED       CGS
 FE0205  HISTORY     - 1962     GOOD             CGS
 FE0205
 FE0205                          STATION DESCRIPTION
 FE0205
 FE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0205'1 MI S FROM RIGHT.
 FE0205'1 MILE SOUTH THIS MARK IS LOCATED AT THE RIGHT 1934 1962 STATION
 FE0205'SITE, 29 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 13
 FE0205'FEET NORTH OF A WIRE FENCE AND 199 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0203 ***********************************************************************
 FE0203  DESIGNATION -  RIGHT RM 2
 FE0203  PID         -  FE0203
 FE0203  STATE/COUNTY-  TN/HARDIN
 FE0203  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0203
 FE0203                         *CURRENT SURVEY CONTROL
 FE0203  ___________________________________________________________________
 FE0203* NAD 83(1986)-  35 17 40.     (N)    088 18 31.     (W)     SCALED    
 FE0203* NAVD 88     -       180.381  (meters)     591.80   (feet)  ADJUSTED  
 FE0203  ___________________________________________________________________
 FE0203  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0203  DYNAMIC HT  -         180.218 (meters)     591.27  (feet)  COMP
 FE0203  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FE0203
 FE0203  VERT ORDER  -  SECOND    CLASS 0
 FE0203
 FE0203.The horizontal coordinates were scaled from a topographic map and have
 FE0203.an estimated accuracy of +/- 6 seconds.
 FE0203
 FE0203.The orthometric height was determined by differential leveling
 FE0203.and adjusted by the National Geodetic Survey in June 1991..
 FE0203
 FE0203.The geoid height was determined by GEOID03.
 FE0203
 FE0203.The dynamic height is computed by dividing the NAVD 88
 FE0203.geopotential number by the normal gravity value computed on the
 FE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0203.degrees latitude (g = 980.6199 gals.).
 FE0203
 FE0203.The modeled gravity was interpolated from observed gravity values.
 FE0203
 FE0203;                    North         East    Units  Estimated Accuracy
 FE0203;SPC TN       -   109,110.      390,030.      MT  (+/- 180 meters Scaled)
 FE0203
 FE0203                          SUPERSEDED SURVEY CONTROL
 FE0203
 FE0203  NGVD 29 (??/??/??)  180.392  (m)          591.84   (f) ADJUSTED    2 0
 FE0203
 FE0203.Superseded values are not recommended for survey control.
 FE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0203.See file dsdata.txt to determine how the superseded data were derived.
 FE0203
 FE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE810064(NAD 83)
 FE0203_MARKER: DR = REFERENCE MARK DISK
 FE0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0203_STAMPING: RIGHT NO 2 1934
 FE0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0203+STABILITY: SURFACE MOTION
 FE0203
 FE0203  HISTORY     - Date     Condition        Report By
 FE0203  HISTORY     - 1934     MONUMENTED       CGS
 FE0203  HISTORY     - 1962     GOOD             CGS
 FE0203
 FE0203                          STATION DESCRIPTION
 FE0203
 FE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0203'1 MI S FROM RIGHT.
 FE0203'THIS MARK IS LOCATED AT THE RIGHT 1934 1962 STATION SITE, 7 FEET
 FE0203'WEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE CEMETERY,
 FE0203'AND 114 FEET NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2476 ***********************************************************************
 GC2476  DESIGNATION -  RINGGOLD
 GC2476  PID         -  GC2476
 GC2476  STATE/COUNTY-  TN/MONTGOMERY
 GC2476  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2476
 GC2476                         *CURRENT SURVEY CONTROL
 GC2476  ___________________________________________________________________
 GC2476* NAD 83(1995)-  36 35 05.21191(N)    087 24 42.37639(W)     ADJUSTED  
 GC2476* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 GC2476  ___________________________________________________________________
 GC2476  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GC2476  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2476
 GC2476  HORZ ORDER  -  THIRD
 GC2476
 GC2476.The horizontal coordinates were established by classical geodetic methods
 GC2476.and adjusted by the National Geodetic Survey in April 1999..
 GC2476
 GC2476.The orthometric height was scaled from a topographic map.
 GC2476
 GC2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2476
 GC2476.The geoid height was determined by GEOID03.
 GC2476
 GC2476;                    North         East     Units Scale Factor Converg.
 GC2476;SPC TN       -   250,715.639   473,655.958   MT  1.00003414   -0 49 35.4
 GC2476;SPC TN       -   822,556.23  1,553,986.26   sFT  1.00003414   -0 49 35.4
 GC2476;SPC KY1Z     - 1,029,232.628 1,351,267.138   MT  1.00015653   -1 01 12.9
 GC2476;SPC KY1Z     - 3,376,740.71  4,433,282.27   sFT  1.00015653   -1 01 12.9
 GC2476;SPC KY S     -   529,212.199   351,285.722   MT  1.00003028   -1 00 28.1
 GC2476;SPC KY S     - 1,736,257.02  1,152,509.91   sFT  1.00003028   -1 00 28.1
 GC2476;UTM  16      - 4,048,891.292   463,163.869   MT  0.99961672   -0 14 43.5
 GC2476
 GC2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2476!SPC TN       -   0.99997860  x   1.00003414  =   1.00001274
 GC2476!SPC KY1Z     -   0.99997860  x   1.00015653  =   1.00013513
 GC2476!SPC KY S     -   0.99997860  x   1.00003028  =   1.00000888
 GC2476!UTM  16      -   0.99997860  x   0.99961672  =   0.99959533
 GC2476
 GC2476|---------------------------------------------------------------------|
 GC2476| PID    Reference Object                     Distance      Geod. Az  |
 GC2476|                                                           dddmmss.s |
 GC2476| CG6479 RINGGOLD RM 2                         9.615 METERS 16148     |
 GC2476| GC2487 FORT CAMPBELL SOUTH WATER TANK      APPROX. 6.3 KM 3290303.5 |
 GC2476| CG6477 RINGGOLD AZ MK                                     3323027.8 |
 GC2476| CG6478 RINGGOLD RM 1                         8.980 METERS 34535     |
 GC2476|---------------------------------------------------------------------|
 GC2476
 GC2476                          SUPERSEDED SURVEY CONTROL
 GC2476
 GC2476  NAD 83(1995)-  36 35 05.21246(N)    087 24 42.37720(W) AD(       ) 3
 GC2476  NAD 83(1995)-  36 35 05.21923(N)    087 24 42.37902(W) AD(       ) 3
 GC2476  NAD 83(1986)-  36 35 05.22134(N)    087 24 42.37943(W) AD(       ) 3
 GC2476  NAD 27      -  36 35 05.05200(N)    087 24 42.34800(W) AD(       ) 3
 GC2476
 GC2476.Superseded values are not recommended for survey control.
 GC2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2476.See file dsdata.txt to determine how the superseded data were derived.
 GC2476
 GC2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6316448891(NAD 83)
 GC2476_MARKER: DS = TRIANGULATION STATION DISK
 GC2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2476
 GC2476  HISTORY     - Date     Condition        Report By
 GC2476  HISTORY     - 1953     MONUMENTED       CGS
 GC2476  HISTORY     - 1957     GOOD             CGS
 GC2476  HISTORY     - 1963     GOOD             CGS
 GC2476
 GC2476                          STATION DESCRIPTION
 GC2476
 GC2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2476'STATION IS LOCATED 5 MILES NORTHWEST OF CLARKSVILLE, 4 MILES SOUTH OF
 GC2476'THE KENTUCKY-TENNESSEE STATE LINE, ON THE EAST SIDE OF U.S.
 GC2476'HIGHWAY 41A AND ON HIGHWAY RIGHT-OF-WAY. IT IS 43 FEET EAST OF THE
 GC2476'EAST LANE OF THE HIGHWAY, 6 FEET NORTHWEST OF A WHITE WITNESS
 GC2476'POST AND 2 FEET WEST OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK
 GC2476'IS STAMPED RINGGOLD 1953.
 GC2476'
 GC2476'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE CENTER OF THE EAST LANE
 GC2476'OF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE LINE.  THE MARK
 GC2476'PROJECTS 2 INCHES AND THE DISK IS STAMPED RINGGOLD NO 1 1953.
 GC2476'
 GC2476'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE CENTER OF THE EAST LANE
 GC2476'OF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE LINE.  THE MARK
 GC2476'PROJECTS 2 INCHES AND THE DISK IS STAMPED RINGGOLD NO 2 1953.
 GC2476'
 GC2476'AZIMUTH MARK IS 50 FEET EAST OF THE EAST LANE OF THE HIGHWAY, 13 FEET
 GC2476'SOUTH OF A POWER LINE POLE, 2 FEET SOUTH OF A WHITE WITNESS POST
 GC2476'AND 1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 GC2476'DISK IS STAMPED RINGGOLD 1953.
 GC2476'
 GC2476'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 41A AND
 GC2476'79, 2 MILES NORTHWEST OF CLARKSVILLE, GO NORTH ON HIGHWAY 41A FOR
 GC2476'2.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED. CONTINUE FOR 0.7
 GC2476'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2476'
 GC2476'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2476
 GC2476                          STATION RECOVERY (1957)
 GC2476
 GC2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2476'CLARKSVILLE, MONTGOMERY COUNTY TENNESSEE, 5 MILES NORTHWEST OF, ALONG
 GC2476'HIGHWAY 41-A.
 GC2476'
 GC2476'THE MARK IS A USC AND GS DISK SET IN THE TOP OF A 12 X 12 INCH
 GC2476'CONCRETE POST THE TOP OF WHICH PROJECTS 0.1 FOOT AND IS STAMPED
 GC2476'RINGGOLD 1953.  THE MARK IS LOCATED 1.5 FEET EAST OF
 GC2476'NORTHWEST-SOUTHEAST WHITE BOARD FENCE ALONG EAST SIDE OF US
 GC2476'HIGHWAY 41-A, 26 FEET SOUTHEAST OF CORNER IN FENCE, 40 FEET NORTHEAST
 GC2476'OF CENTERLINE OF NORTHBOUND TRAFFIC LANE OF HIGHWAY 41-A,
 GC2476'APPROXIMATELY 300 FEET SOUTH OF OLD BARN.
 GC2476'
 GC2476'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 41-A AND 79 NEAR
 GC2476'CLARKSVILLE, TENNESSEE, GO NORTH ON HIGHWAY 41-A FOR 2.9 MILES TO
 GC2476'THE STATION ON THE RIGHT.
 GC2476'
 GC2476'AZIMUTH MARK RECOVERED AS DESCRIBED.
 GC2476
 GC2476                          STATION RECOVERY (1963)
 GC2476
 GC2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FDM)
 GC2476'STATION RECOVERED AS DESCRIBED.
 GC2476'
 GC2476'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.
 GC2476'
 GC2476'REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED.
 GC2476'
 GC2476'AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2634 ***********************************************************************
 FE2634  DESIGNATION -  RIPLEY
 FE2634  PID         -  FE2634
 FE2634  STATE/COUNTY-  TN/LAUDERDALE
 FE2634  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2634
 FE2634                         *CURRENT SURVEY CONTROL
 FE2634  ___________________________________________________________________
 FE2634* NAD 83(1995)-  35 43 52.56757(N)    089 30 51.54785(W)     ADJUSTED  
 FE2634* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FE2634  ___________________________________________________________________
 FE2634  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FE2634  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE2634
 FE2634  HORZ ORDER  -  SECOND
 FE2634
 FE2634.The horizontal coordinates were established by classical geodetic methods
 FE2634.and adjusted by the National Geodetic Survey in April 1999..
 FE2634
 FE2634.The orthometric height was scaled from a topographic map.
 FE2634
 FE2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2634
 FE2634.The geoid height was determined by GEOID03.
 FE2634
 FE2634;                    North         East     Units Scale Factor Converg.
 FE2634;SPC TN       -   160,806.910   282,148.742   MT  0.99995000   -2 03 26.7
 FE2634;SPC TN       -   527,580.67    925,683.00   sFT  0.99995000   -2 03 26.7
 FE2634;UTM  16      - 3,957,057.783   272,600.702   MT  1.00023725   -1 28 08.2
 FE2634
 FE2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2634!SPC TN       -   0.99998189  x   0.99995000  =   0.99993189
 FE2634!UTM  16      -   0.99998189  x   1.00023725  =   1.00021913
 FE2634
 FE2634|---------------------------------------------------------------------|
 FE2634| PID    Reference Object                     Distance      Geod. Az  |
 FE2634|                                                           dddmmss.s |
 FE2634| CG4151 RIPLEY RM 1                          22.346 METERS 08157     |
 FE2634| FE2635 TT 2 CWH                             34.403 METERS 26151     |
 FE2634| FE2874 RIPLEY RM 3                          34.406 METERS 26153     |
 FE2634| FE2875 RIPLEY AZ MK                                       2645613.8 |
 FE2634| FE2631 RIPLEY FED COMP WHSE E TANK         APPROX. 2.4 KM 2650848.0 |
 FE2634| FE2633 RIPLEY RAD STA WTRB MAST            APPROX. 2.6 KM 2651427.5 |
 FE2634| FE2612 LUSK RM 3                           APPROX.12.7 KM 2910122.6 |
 FE2634| FE2873 RIPLEY RM 2                          21.255 METERS 31841     |
 FE2634| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 2.0 KM 3201725.4 |
 FE2634|---------------------------------------------------------------------|
 FE2634
 FE2634                          SUPERSEDED SURVEY CONTROL
 FE2634
 FE2634  NAD 83(1995)-  35 43 52.57361(N)    089 30 51.54905(W) AD(       ) 2
 FE2634  NAD 83(1986)-  35 43 52.57854(N)    089 30 51.54877(W) AD(       ) 2
 FE2634  NAD 27      -  35 43 52.29810(N)    089 30 51.28020(W) AD(       ) 2
 FE2634
 FE2634.Superseded values are not recommended for survey control.
 FE2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2634.See file dsdata.txt to determine how the superseded data were derived.
 FE2634
 FE2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7260157058(NAD 83)
 FE2634_MARKER: DS = TRIANGULATION STATION DISK
 FE2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2634
 FE2634  HISTORY     - Date     Condition        Report By
 FE2634  HISTORY     - 1958     MONUMENTED       CGS
 FE2634  HISTORY     - 1959     GOOD             CGS
 FE2634  HISTORY     - 1969     GOOD             CGS
 FE2634
 FE2634                          STATION DESCRIPTION
 FE2634
 FE2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2634'THE STATION IS ABOUT 0.8 MILE SOUTHEAST OF RIPLEY AND ABOUT 5.4 MILES
 FE2634'NORTHEAST OF HENNING ON THE PROPERTY OF MR. O.D.  CRAIG. THE
 FE2634'MONUMENT IS 12 FEET NORTHWEST OF A WHITE WITNESS POST, 25 FEET NORTH
 FE2634'OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 51 FEET NORTHWEST
 FE2634'OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 147 FEET NORTHEAST OF
 FE2634'THE CENTERLINE OF STATE HIGHWAY 19.
 FE2634'
 FE2634'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 19 AT
 FE2634'THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN RIPLEY, TURN
 FE2634'RIGHT, EASTERLY, ON STATE HIGHWAY 19. GO 0.85 MILE TO A 4-WAY RED
 FE2634'BLINKER, CONTINUE ON STATE HIGHWAY 19 FOR 0.6 MILE TO MAIL BOX AND
 FE2634'GRAVEL DRIVE OF MR. O.D. CRAIG ON LEFT, NORTH SIDE OF ROAD. TURN LEFT
 FE2634'AND GO 0.05 MILE EASTERLY ALONG DRIVE TO STATION ON LEFT.
 FE2634'
 FE2634'TO REACH AZIMUTH MARK FROM STATION, GO WEST AND SOUTH ON STATE
 FE2634'HIGHWAY 19 FOR 0.6 MILE TO 4-WAY RED BLINKER. TURN LEFT, EAST, ON
 FE2634'GRAVEL ROAD AND GO 0.25 MILE TO A DOUBLE ROAD BEARING LEFT. TURN
 FE2634'LEFT, EASTERLY, AND GO 0.1 MILE TO THE HOME OF MR. T.B. STONE AND
 FE2634'AZIMUTH MARK IN FENCE ANGLE NORTHWEST OF HOUSE.
 FE2634'
 FE2634'THE STATION MARK IS A STANDARD DISK SET FLUSH WITH THE GROUND AND
 FE2634'STAMPED RIPLEY 1958.
 FE2634'
 FE2634'REFERENCE MARK 1 IS 77 FEET NORTHEAST OF A WHITE WITNESS POST, 24
 FE2634'FEET NORTH OF THE NORTHWEST CORNER OF A FRAME SHED AND SET IN AN OLD
 FE2634'FENCE LINE. THE MONUMENT IS A STANDARD DISK STAMPED RIPLEY NO 1 1958
 FE2634'AND SET FLUSH WITH THE GROUND.
 FE2634'
 FE2634'REFERENCE MARK 2 IS 79 FEET NORTHWEST OF A WHITE WITNESS POST, 48
 FE2634'FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE AND 13 FEET EAST
 FE2634'OF A BRUSH FILLED FENCE. THE MONUMENT IS A STANDARD DISK STAMPED
 FE2634'RIPLEY NO 2 1958 AND SET FLUSH WITH THE GROUND.
 FE2634'
 FE2634'AZIMUTH MARK IS 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 FE2634'HOUSE, 4 FEET SOUTH OF A WIRE FENCE AND 31 FEET NORTHEAST OF A 6
 FE2634'INCH WALNUT TREE. THE MONUMENT IS A STANDARD DISK STAMPED RIPLEY 1958
 FE2634'AND SET FLUSH WITH THE GROUND.
 FE2634'
 FE2634'TT 2 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK AND SET
 FE2634'IN A PRE-CAST 8 INCH CONCRETE POST PROJECTING 2 INCHES. THE
 FE2634'MONUMENT IS 20 FEET EAST OF A GRAVEL DRIVE, 44 FEET NORTH OF THE
 FE2634'CENTERLINE OF STATE HIGHWAY 19 AND 13 FEET NORTHEAST OF A 14 INCH
 FE2634'TREE IN THE SOUTHWEST CORNER OF THE LAWN ON A SMALL KNOLL. THE
 FE2634'MONUMENT IS STAMPED TT 2 CWH 1951.
 FE2634'
 FE2634'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2634
 FE2634                          STATION RECOVERY (1959)
 FE2634
 FE2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2634'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2634'THE DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED, BUT THE DIRECTIONS
 FE2634'DID NOT CHECK. THE REFERENCE DIRECTIONS AT THE AZIMUTH MARK DID NOT
 FE2634'CHECK. THE TO REACH TO THE AZIMUTH MARK AND THE STATION DID
 FE2634'NOT CHECK. A NEW TO REACH AND A NEW DESCRIPTION FOLLOWS.
 FE2634'
 FE2634'THE STATION IS ABOUT 0.8 MILE SOUTHEAST OF RIPLEY, 5.4 MILES
 FE2634'NORTHEAST OF HENNING AND IS ON THE PROPERTY OF MR. O.D.  CRAIG.
 FE2634'IT IS 147 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 19, 51
 FE2634'FEET NORTHWEST OF THE
 FE2634'NORTHWEST CORNER OF A FRAME HOUSE, 25 FEET NORTH OF THE CENTERLINE OF
 FE2634'A GRAVELED DRIVEWAY AND 12 FEET NORTHWEST OF A WHITE WITNESS POST.
 FE2634'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED RIPLEY 1958.
 FE2634'
 FE2634'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FE2634'SQUARE IN RIPLEY, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 19
 FE2634'FOR 0.85 MILE TO A FOUR WAY RED BLINKER LIGHT, AT THIS POINT STATE
 FE2634'HIGHWAY 19 TURNS LEFT. TURN LEFT AND FOLLOW HIGHWAY 19 EASTERLY
 FE2634'FOR 0.6 MILE TO A MAIL BOX AND THE HOME OF MR. O.D. CRAIG ON THE LEFT
 FE2634'AND THE STATION AS DESCRIBED.
 FE2634'
 FE2634'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON STATE
 FE2634'HIGHWAY 19 FOR 0.6 MILE TO A FOUR WAY RED BLINKER LIGHT. TURN
 FE2634'LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.25 MILE TO A GRAVELED
 FE2634'DRIVEWAY BEARING LEFT. KEEP LEFT AND GO SOUTH ON THE GRAVELED
 FE2634'DRIVEWAY FOR 0.1 MILE TO A FRAME HOUSE AND THE AZIMUTH MARK NORTHEAST
 FE2634'OF THE HOUSE.
 FE2634'
 FE2634'REFERENCE MARK 1 IS 24 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 FE2634'SHED, 77 FEET NORTHEAST OF A WHITE WITNESS POST AND IS SET IN A FENCE
 FE2634'LINE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED RIPLEY NO 1 1958.
 FE2634'
 FE2634'REFERENCE MARK 2 IS 48 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2634'DRIVEWAY, 13 FEET EAST OF A BRUSH FILLED FENCE AND 79 FEET NORTHWEST
 FE2634'OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2634'STAMPED RIPLEY NO 2 1958.
 FE2634'
 FE2634'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FE2634'FRAME HOUSE, 12 FEET WEST OF A NORTH GATE POST AND 4 FEET SOUTHWEST
 FE2634'OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED RIPLEY
 FE2634'1958.
 FE2634'
 FE2634'TT 2 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 FE2634'IN THE TOP OF AN 8 INCH SQUARE PRE-CAST CONCRETE POST. IT IS 44
 FE2634'FEET NORTH OF THE CENTERLINE OF HIGHWAY 19, 20 FEET EAST OF THE
 FE2634'CENTERLINE OF A GRAVELED DRIVEWAY LEADING TO THE HOME OF MR. O.D.
 FE2634'CRAIG AND 13 FEET NORTHEAST OF A 14 INCH TREE, AND IS IN THE
 FE2634'SOUTHWEST CORNER OF A LAWN ON A SMALL KNOLL. THE MONUMENT
 FE2634'PROJECTS 2 INCHES AND THE DISK IS STAMPED TT 2 CWH 1951.
 FE2634'
 FE2634'NOTE- TT 2 (USGS) IS 1958 TRAVERSE DISTANCE.
 FE2634'
 FE2634'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2634
 FE2634                          STATION RECOVERY (1969)
 FE2634
 FE2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FE2634'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2634'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 HAD
 FE2634'BEEN STRUCK WITH A PLOW AND THE MONUMENT WAS REMOVED AND PLACED IN A
 FE2634'WASH BY MR. O. D. CRAIG, PROPERTY OWNER.  THE DISK WAS RECOVERED. TT2
 FE2634'(USGS) TO WHICH A TRAVERSE TIE HAD BEEN MADE FROM THIS STATION, HAD
 FE2634'BEEN STRUCK BY A MOWING MACHINE AND BROKEN OFF JUST BELOW THE
 FE2634'SHANK OF THE DISK. THE DISK WAS NOT RECOVERED. AT MR. CRAIGS
 FE2634'REQUEST, THE MONUMENT FOR TT2 (USGS) WAS CHISELED OFF SMOOTH AND A
 FE2634'NEW REFERENCE MARK NO. 3 SET IN A DRILL HOLE IN THE MONUMENT. THE
 FE2634'AZIMUTH MARK WOULD REQUIRE CONSIDERABLE CLEARING OF SMALL SAPLINGS
 FE2634'AND BRANCHES FROM LARGER TREES TO AGAIN BECOME VISIBLE FROM
 FE2634'THE GROUND, AND WAS NOT USED THIS DATE. TWO POSITIONED TANKS
 FE2634'ORIGINALLY OBSERVED FROM THIS STATION ARE NOW OBSTRUCTED BY LARGE
 FE2634'SHADE TREES. THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 FE2634'OBSERVED BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3, AND
 FE2634'VERTICAL ANGLES OBSERVED FROM THE STATION TO THESE REFERENCE MARKS
 FE2634'AND SLOPE DISTANCES MEASURED. WHEN THESE SLOPE DISTANCES WERE
 FE2634'REDUCED TO HORIZONTAL A DISCREPANCY OF MINUS 0.03 OF A FOOT WAS NOTED
 FE2634'FOR REFERENCE MARK NO. 2. WHEN THE ANGLE BETWEEN REFERENCE MARK
 FE2634'NO. 2 AND REFERENCE MARK NO. 3 WAS COMPARED WITH THE 1958 AND 1959
 FE2634'OBS BETWEEN REFERENCE MARK NO. 2 AND TT2 (USGS) THE ANGLES AGREED
 FE2634'WITHIN MINUS 17 SEC AND MINUS 53 SEC RESPECTIVELY AND PLUS
 FE2634'0.01 OF A FT WAS THE
 FE2634'DIFFERENCE IN THE HORIZONTAL MEASURED
 FE2634'DISTANCE THIS DATE AND IN 1958 AND 1959.
 FE2634'THEREFORE, EXISTING REFERENCE MARK NO. 3 VERY NEARLY
 FE2634'OCCUPIES THE SAME HORIZONTAL POSITION AS DID TRAVERSE TIE TT2
 FE2634'(USGS). DUE TO THE PRESENT LOCATION OF THE STATION UNDER A TRACTOR
 FE2634'SHED, IT WILL NOT BE POSSIBLE TO TAKE POLARIS OBSERVATIONS TO
 FE2634'ESTABLISH A NEW AZIMUTH MARK.
 FE2634'
 FE2634'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2634'
 FE2634'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF RIPLEY, ABOUT 0.8
 FE2634'OF A MILE SOUTHEAST OF THE DOWNTOWN SECTION, AND IN THE YARD OF
 FE2634'PROPERTY OF MR. O. D. CRAIG.
 FE2634'
 FE2634'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE LAUDERDALE
 FE2634'COUNTY COURTHOUSE SQUARE IN RIPLEY, GO SOUTHERLY ON STATE ROUTE
 FE2634'19 (THIS IS S. MAIN STREET) FOR 0.2 OF A MILE TO A STOP SIGN AT
 FE2634'HIGHLAND STREET WHERE STATE ROUTE 19 TURNS SHARP LEFT. HERE TURN
 FE2634'LEFT ON STATE ROUTE 19 AND GO EAST AND SOUTHEASTERLY FOR 0.65 OF A
 FE2634'MILE TO THE CAUTION LIGHT AT THE T INTERSECTION OF EASTLAND AVENUE
 FE2634'WHERE STATE ROUTE 19 AGAIN TURNS SHARP LEFT.* HERE TURN LEFT ON STATE
 FE2634'ROUTE 19 (EASTLAND AVENUE) AND GO EASTERLY AND SOUTHEASTERLY FOR
 FE2634'0.6 OF A MILE TO A DRIVE ON THE LEFT LEADING INTO THE HOME OF O.
 FE2634'D. CRAIG, AND THE STATION ABOUT 150 FEET NORTHEAST UNDER A TRACTOR
 FE2634'SHED AS DESCRIBED.
 FE2634'
 FE2634'THE STATION IS IN THE DIRT FLOOR OF AN OPEN SIDED TRACTOR SHED, 146
 FE2634'FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 19, 50
 FE2634'FEET NORTH OF THE NORTHEAST CORNER OF THE CRAIG HOME, 24 FEET
 FE2634'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 17
 FE2634'FEET NORTH-NORTHEAST OF A 12-INCH BLACK WALNUT TREE, 13 FEET NORTH OF
 FE2634'A WHITE, WOODEN WITNESS POST, 10 FEET NORTHEAST OF THE SOUTHWEST
 FE2634'CORNER OF THE SHED, 8 FEET WEST OF THE SOUTHEAST CORNER OF THE SHED,
 FE2634'AND 3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE SHED. IT IS A
 FE2634'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE2634'MONUMENT AND THE DISK IS STAMPED RIPLEY 1958.
 FE2634'
 FE2634'REFERENCE MARK NO. 2 IS 138 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FE2634'OF STATE ROUTE 19, 56 FEET NORTH-NORTHEAST OF A 16-INCH, FORKED
 FE2634'TRUNKED, SUGAR MAPLE TREE, 51 FEET NORTHWEST OF THE NORTHWEST CORNER
 FE2634'OF THE TRACTOR SHED, 49 FEET NORTHEAST OF THE APPROXIMATE
 FE2634'CENTER OF THE GRAVELED DRIVEWAY AT POINT OF CURVE, AND 12 FEET
 FE2634'SOUTHEAST OF A VINE COVERED FENCE. IT IS A STANDARD DISK SET IN THE
 FE2634'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FE2634'AND THE DISK IS STAMPED RIPLEY NO 2 1958.
 FE2634'
 FE2634'REFERENCE MARK NO. 3 IS 45 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FE2634'OF STATE ROUTE 19, 37 FEET SOUTH-SOUTHWEST OF THE 16-INCH, FORKED
 FE2634'TRUNKED SUGAR MAPLE TREE, 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FE2634'OF THE GRAVELED DRIVEWAY, 12 FEET EAST OF AN 18-INCH COTTONWOOD
 FE2634'TREE, AND IN A MOWED AREA. IT IS A STANDARD DISK CEMENTED IN A DRILL
 FE2634'HOLE IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 FE2634'THE SURFACE OF THE LAWN, AND THE DISK IS STAMPED RIPLEY 1958 NO 3
 FE2634'1969.
 FE2634'
 FE2634'DUE TO THE SUGAR MAPLE TREE BEING ON LINE BETWEEN THE REFERENCE
 FE2634'MARKS, THEY COULD NOT BE MEASURED BETWEEN.
 FE2634'
 FE2634'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE WEST OF THE STATION, 31.5
 FE2634'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 30 FEET
 FE2634'EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 11 FEET
 FE2634'WEST-NORTHWEST OF A FENCE CORNER POST AT A JOG IN THE FENCE, 8.5 FEET
 FE2634'SOUTH OF A 12-INCH WHITE MULBERRY TREE, 4.5 FEET WEST-SOUTHWEST OF A
 FE2634'WOVEN WIRE FENCE, AND IN A TENDED LAWN AREA. IT IS A STANDARD DISK
 FE2634'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE2634'DISK IS STAMPED RIPLEY 1958.
 FE2634'
 FE2634'*TO REACH THE AZIMUTH MARK FROM THE CAUTION LIGHT AT THE T
 FE2634'INTERSECTION OF STATE ROUTE 19 AND EASTLAND STREET WHERE STATE
 FE2634'ROUTE 19 TURNS SHARP LEFT, CONTINUE SOUTHEASTERLY ON HIGHLAND STREET
 FE2634'FOR 0.25 OF A MILE TO WHERE HIGHLAND STREET CURVES RIGHT AND A
 FE2634'GRAVELED DRIVEWAY CONTINUES STRAIGHT AHEAD. HERE CONTINUE STRAIGHT
 FE2634'AHEAD ON THIS GRAVELED DRIVEWAY SOUTHERLY FOR ABOUT 0.05
 FE2634'OF A MILE TO THE HOME OF MR. T.B. STONE AND THE MARK ON THE LEFT IN
 FE2634'THE LAWN AREA AS DESCRIBED.
 FE2634'
 FE2634'DUE TO ALL MARKS LOCATION IN TENDED AREA, NO WITNESS POST WERE SET.
 FE2634'
 FE2634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN SOUTHEAST
 FE2634'SECTION OF RIPLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2631 ***********************************************************************
 FE2631  DESIGNATION -  RIPLEY FED COMP WHSE E TANK
 FE2631  PID         -  FE2631
 FE2631  STATE/COUNTY-  TN/LAUDERDALE
 FE2631  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2631
 FE2631                         *CURRENT SURVEY CONTROL
 FE2631  ___________________________________________________________________
 FE2631* NAD 83(1995)-  35 43 46.05750(N)    089 32 25.43007(W)     ADJUSTED  
 FE2631* NAVD 88     -                                                        
 FE2631  ___________________________________________________________________
 FE2631  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FE2631  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2631
 FE2631  HORZ ORDER  -  THIRD
 FE2631
 FE2631.The horizontal coordinates were established by classical geodetic methods
 FE2631.and adjusted by the National Geodetic Survey in April 1999..
 FE2631
 FE2631
 FE2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2631
 FE2631.The geoid height was determined by GEOID03.
 FE2631
 FE2631;                    North         East     Units Scale Factor Converg.
 FE2631;SPC TN       -   160,691.418   279,783.860   MT  0.99995006   -2 04 21.7
 FE2631;SPC TN       -   527,201.76    917,924.21   sFT  0.99995006   -2 04 21.7
 FE2631;UTM  16      - 3,956,917.965   270,236.437   MT  1.00025057   -1 29 02.9
 FE2631
 FE2631                          SUPERSEDED SURVEY CONTROL
 FE2631
 FE2631  NAD 83(1995)-  35 43 46.06355(N)    089 32 25.43101(W) AD(       ) 4
 FE2631  NAD 83(1986)-  35 43 46.06852(N)    089 32 25.43080(W) AD(       ) 4
 FE2631  NAD 27      -  35 43 45.78800(N)    089 32 25.16000(W) AD(       ) 3
 FE2631
 FE2631.Superseded values are not recommended for survey control.
 FE2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2631.See file dsdata.txt to determine how the superseded data were derived.
 FE2631
 FE2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7023656918(NAD 83)
 FE2631_MARKER: 53 = ELEVATED TANK
 FE2631
 FE2631  HISTORY     - Date     Condition        Report By
 FE2631  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2631  HISTORY     - 1959     GOOD             CGS
 FE2631  HISTORY     - 1969     GOOD             CGS
 FE2631
 FE2631                          STATION DESCRIPTION
 FE2631
 FE2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2631'THE FINIAL OF THE FEDERAL COMPRESS WAREHOUSE CO. WATER TANK, LOCATED
 FE2631'1.4 MILES SOUTH OF THE TOWN SQUARE AT RIPLEY ON HIGHWAY US 51,
 FE2631'AND IS ABOUT 0.2 MILES EAST OF THE HIGHWAY.  THE TANK (ELEVATED) IS
 FE2631'ON A FOUR LEGGED STEEL STRUCTURE, PAINTED SILVER, AND IS THE
 FE2631'TALLEST AND MOST EASTERLY OF TWO TANKS, ABOUT 125 FEET HIGH.
 FE2631
 FE2631                          STATION RECOVERY (1959)
 FE2631
 FE2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2631'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION IS
 FE2631'ADEQUATE.
 FE2631
 FE2631                          STATION RECOVERY (1969)
 FE2631
 FE2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FE2631'THIS TANK WAS RECOVERED EXACTLY AS DESCRIBED IN THE ORIGINAL 1958
 FE2631'DESCRIPTION.
 FE2631'
 FE2631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE SOUTH
 FE2631'SECTION OF RIPLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2632 ***********************************************************************
 FE2632  DESIGNATION -  RIPLEY MUNICIPAL TANK
 FE2632  PID         -  FE2632
 FE2632  STATE/COUNTY-  TN/LAUDERDALE
 FE2632  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2632
 FE2632                         *CURRENT SURVEY CONTROL
 FE2632  ___________________________________________________________________
 FE2632* NAD 83(1995)-  35 44 43.08655(N)    089 31 43.01641(W)     ADJUSTED  
 FE2632* NAVD 88     -                                                        
 FE2632  ___________________________________________________________________
 FE2632  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FE2632  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2632
 FE2632  HORZ ORDER  -  THIRD
 FE2632
 FE2632.The horizontal coordinates were established by classical geodetic methods
 FE2632.and adjusted by the National Geodetic Survey in April 1999..
 FE2632
 FE2632
 FE2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2632
 FE2632.The geoid height was determined by GEOID03.
 FE2632
 FE2632;                    North         East     Units Scale Factor Converg.
 FE2632;SPC TN       -   162,409.372   280,912.353   MT  0.99994960   -2 03 56.9
 FE2632;SPC TN       -   532,838.08    921,626.61   sFT  0.99994960   -2 03 56.9
 FE2632;UTM  16      - 3,958,647.930   271,347.563   MT  1.00024429   -1 28 40.1
 FE2632
 FE2632                          SUPERSEDED SURVEY CONTROL
 FE2632
 FE2632  NAD 83(1995)-  35 44 43.09256(N)    089 31 43.01746(W) AD(       ) 4
 FE2632  NAD 83(1986)-  35 44 43.09754(N)    089 31 43.01718(W) AD(       ) 4
 FE2632  NAD 27      -  35 44 42.81800(N)    089 31 42.74700(W) AD(       ) 3
 FE2632
 FE2632.Superseded values are not recommended for survey control.
 FE2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2632.See file dsdata.txt to determine how the superseded data were derived.
 FE2632
 FE2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7134858648(NAD 83)
 FE2632_MARKER: 53 = ELEVATED TANK
 FE2632
 FE2632  HISTORY     - Date     Condition        Report By
 FE2632  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2632  HISTORY     - 1959     GOOD             CGS
 FE2632  HISTORY     - 1969     GOOD             CGS
 FE2632
 FE2632                          STATION DESCRIPTION
 FE2632
 FE2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2632'THE FINIAL OF THE RIPLEY MUNICIPAL WATER TANK, LOCATED ONE BLOCK EAST
 FE2632'OF THE SOUTHEAST CORNER OF THE TOWN SQUARE IN RIPLEY.  THE TANK
 FE2632'(ELEVATED) IS ON A FOUR LEGGED STEEL STRUCTURE, PAINTED SILVER, AND
 FE2632'IS ABOUT 130 FEET HIGH.
 FE2632
 FE2632                          STATION RECOVERY (1959)
 FE2632
 FE2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2632'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION IS
 FE2632'ADEQUATE.
 FE2632
 FE2632                          STATION RECOVERY (1969)
 FE2632
 FE2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FE2632'THIS TANK WAS RECOVERED EXACTLY AS DESCRIBED IN THE ORIGINAL 1958
 FE2632'DESCRIPTION.
 FE2632'
 FE2632'A NEW ELLIPSOIDAL WATER TANK HAS BEEN BUILT JUST SOUTHWEST OF THIS
 FE2632'TANK, BUT IT IS THE LOWER OF THE TWO AND SHOULD NOT BE EASILY
 FE2632'CONFUSED WITH THE POSITIONED TANK.
 FE2632'
 FE2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE CENTER OF
 FE2632'RIPLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2633 ***********************************************************************
 FE2633  DESIGNATION -  RIPLEY RAD STA WTRB MAST
 FE2633  PID         -  FE2633
 FE2633  STATE/COUNTY-  TN/LAUDERDALE
 FE2633  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2633
 FE2633                         *CURRENT SURVEY CONTROL
 FE2633  ___________________________________________________________________
 FE2633* NAD 83(1995)-  35 43 45.65580(N)    089 32 33.19095(W)     ADJUSTED  
 FE2633* NAVD 88     -                                                        
 FE2633  ___________________________________________________________________
 FE2633  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FE2633  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2633
 FE2633  HORZ ORDER  -  THIRD
 FE2633
 FE2633.The horizontal coordinates were established by classical geodetic methods
 FE2633.and adjusted by the National Geodetic Survey in April 1999..
 FE2633
 FE2633
 FE2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2633
 FE2633.The geoid height was determined by GEOID03.
 FE2633
 FE2633;                    North         East     Units Scale Factor Converg.
 FE2633;SPC TN       -   160,686.101   279,588.513   MT  0.99995006   -2 04 26.2
 FE2633;SPC TN       -   527,184.32    917,283.31   sFT  0.99995006   -2 04 26.2
 FE2633;UTM  16      - 3,956,910.640   270,041.096   MT  1.00025168   -1 29 07.4
 FE2633
 FE2633                          SUPERSEDED SURVEY CONTROL
 FE2633
 FE2633  NAD 83(1995)-  35 43 45.66199(N)    089 32 33.19186(W) AD(       ) 4
 FE2633  NAD 83(1986)-  35 43 45.66686(N)    089 32 33.19165(W) AD(       ) 4
 FE2633  NAD 27      -  35 43 45.38500(N)    089 32 32.92100(W) AD(       ) 3
 FE2633
 FE2633.Superseded values are not recommended for survey control.
 FE2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2633.See file dsdata.txt to determine how the superseded data were derived.
 FE2633
 FE2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7004156911(NAD 83)
 FE2633_MARKER: 42 = RADIO/TV MAST
 FE2633
 FE2633  HISTORY     - Date     Condition        Report By
 FE2633  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2633  HISTORY     - 1959     GOOD             CGS
 FE2633  HISTORY     - 1969     GOOD             CGS
 FE2633
 FE2633                          STATION DESCRIPTION
 FE2633
 FE2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2633'THE RED LIGHT AT THE TOP OF THE RADIO STATION MAST, LOCATED 1.4 MILES
 FE2633'SOUTH OF THE TOWN SQUARE AT RIPLEY ON HIGHWAY US 51, AND ABOUT 0.1
 FE2633'MILES EAST OF THE HIGHWAY.  THE MAST IS OF STEEL CROSS SECTION
 FE2633'CONSTRUCTION, PAINTED RED AND WHITE ON ALTERNATE SECTIONS, AND IS
 FE2633'202 FEET HIGH.
 FE2633
 FE2633                          STATION RECOVERY (1959)
 FE2633
 FE2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2633'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION IS
 FE2633'ADEQUATE.
 FE2633
 FE2633                          STATION RECOVERY (1969)
 FE2633
 FE2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FE2633'THIS STATION WAS RECOVERED EXACTLY AS DESCRIBED IN THE ORIGINAL 1958
 FE2633'DESCRIPTION.
 FE2633'
 FE2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN THE SOUTH
 FE2633'SECTION OF RIPLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3039 ***********************************************************************
 GA3039  DESIGNATION -  RIVER
 GA3039  PID         -  GA3039
 GA3039  STATE/COUNTY-  TN/CLAIBORNE
 GA3039  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3039
 GA3039                         *CURRENT SURVEY CONTROL
 GA3039  ___________________________________________________________________
 GA3039* NAD 83(1995)-  36 32 29.93306(N)    083 37 56.46178(W)     ADJUSTED  
 GA3039* NAVD 88     -       337.875  (meters)    1108.51   (feet)  ADJUSTED  
 GA3039  ___________________________________________________________________
 GA3039  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GA3039  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA3039  DYNAMIC HT  -         337.574 (meters)    1107.52  (feet)  COMP
 GA3039  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GA3039
 GA3039  HORZ ORDER  -  SECOND
 GA3039  VERT ORDER  -  SECOND    CLASS 0
 GA3039
 GA3039.The horizontal coordinates were established by classical geodetic methods
 GA3039.and adjusted by the National Geodetic Survey in April 1999..
 GA3039
 GA3039.The orthometric height was determined by differential leveling
 GA3039.and adjusted by the National Geodetic Survey in June 1991..
 GA3039
 GA3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3039
 GA3039.The geoid height was determined by GEOID03.
 GA3039
 GA3039.The dynamic height is computed by dividing the NAVD 88
 GA3039.geopotential number by the normal gravity value computed on the
 GA3039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3039.degrees latitude (g = 980.6199 gals.).
 GA3039
 GA3039.The modeled gravity was interpolated from observed gravity values.
 GA3039
 GA3039;                    North         East     Units Scale Factor Converg.
 GA3039;SPC TN       -   247,582.163   811,991.195   MT  1.00002456   +1 23 10.0
 GA3039;SPC TN       -   812,275.81  2,664,007.78   sFT  1.00002456   +1 23 10.0
 GA3039;UTM  17      - 4,047,252.114   264,361.133   MT  1.00028415   -1 34 04.9
 GA3039
 GA3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3039!SPC TN       -   0.99995178  x   1.00002456  =   0.99997634
 GA3039!UTM  17      -   0.99995178  x   1.00028415  =   1.00023592
 GA3039
 GA3039|---------------------------------------------------------------------|
 GA3039| PID    Reference Object                     Distance      Geod. Az  |
 GA3039|                                                           dddmmss.s |
 GA3039| GA3038 RIVER RM 1                            5.939 METERS 02216     |
 GA3039| GA3589 LINE                                APPROX. 1.6 KM 1492735.8 |
 GA3039| GA3040 RIVER RM 2                            7.705 METERS 17608     |
 GA3039|---------------------------------------------------------------------|
 GA3039
 GA3039                          SUPERSEDED SURVEY CONTROL
 GA3039
 GA3039  NAD 83(1995)-  36 32 29.93384(N)    083 37 56.46254(W) AD(       ) 2
 GA3039  NAD 83(1995)-  36 32 29.92899(N)    083 37 56.45426(W) AD(       ) 2
 GA3039  NAD 83(1995)-  36 32 29.94211(N)    083 37 56.46274(W) AD(       ) 2
 GA3039  NAD 83(1986)-  36 32 29.94261(N)    083 37 56.46263(W) AD(       ) 2
 GA3039  NAD 27      -  36 32 29.65747(N)    083 37 56.78341(W) AD(       ) 2
 GA3039  NGVD 29 (??/??/92)  337.997  (m)         1108.91   (f) ADJ UNCH    2 0
 GA3039
 GA3039.Superseded values are not recommended for survey control.
 GA3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3039.See file dsdata.txt to determine how the superseded data were derived.
 GA3039
 GA3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6436147252(NAD 83)
 GA3039_MARKER: DS = TRIANGULATION STATION DISK
 GA3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3039_STAMPING: RIVER 1963
 GA3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3039+STABILITY: SURFACE MOTION
 GA3039
 GA3039  HISTORY     - Date     Condition        Report By
 GA3039  HISTORY     - 1963     MONUMENTED       TNHD
 GA3039  HISTORY     - 1963     GOOD             TNHD
 GA3039  HISTORY     - 1975     GOOD             NGS
 GA3039
 GA3039                          STATION DESCRIPTION
 GA3039
 GA3039'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3039'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF HARROGATE.
 GA3039'
 GA3039'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3039'ROUTE 63 IN HARROGATE, GO
 GA3039'2.0 MILES SOUTHERLY ON U.  S.  HIGHWAY 25E TO THE
 GA3039'POWELL RIVER BRIDGE AND THE STATION
 GA3039'ON THE LEFT AS DESCRIBED.
 GA3039'
 GA3039'THE STATION IS 64 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE,
 GA3039'47 FEET NORTHEAST OF THE
 GA3039'APPROXIMATE CENTER OF U.  S.  HIGHWAY 25E, 27 FEET
 GA3039'SOUTHEAST OF THE APPROXIMATE CENTER
 GA3039'OF A GRAVELED ROAD, 5.2 FEET
 GA3039'NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A METAL
 GA3039'GUARDRAIL.  THE
 GA3039'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA3039'DEPARTMENT DISKS
 GA3039'AND THE DISKS ARE STAMPED RIVER 1963.  THE
 GA3039'UNDERGROUND MARK IS ABOUT 30 INCHES
 GA3039'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA3039'CONCRETE MONUMENT.
 GA3039'
 GA3039'REFERENCE MARK NO. 1 IS 65 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA3039'OF U.S.  HIGHWAY 25E, 20
 GA3039'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GA3039'GRAVELED ROAD, AND 18 FEET
 GA3039'NORTHEAST OF A METAL GUARDRAIL.  IT IS A
 GA3039'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3039'SET IN A 10-INCH SQUARE,
 GA3039'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED RIVER RM-1 1963.
 GA3039'
 GA3039'REFERENCE MARK NO. 2 IS 44 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA3039'OF A GRAVELED ROAD,
 GA3039'39 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE,
 GA3039'32 FEET NORTHEAST OF THE
 GA3039'APPROXIMATE CENTER OF U.  S.  HIGHWAY 25E,
 GA3039'AND 2 FEET NORTHEAST OF A METAL GUARDRAIL.
 GA3039'IT IS A STANDARD
 GA3039'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3039'CONCRETE MONUMENT AND THE DISK IS STAMPED RIVER RM-2 1963.
 GA3039'
 GA3039'THE TRAVERSE GROUND STATION LINE WILL SERVE AS AN AZIMUTH MARK.
 GA3039'
 GA3039'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3039
 GA3039                          STATION RECOVERY (1963)
 GA3039
 GA3039'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3039'2 MI S FROM HARROGATE.
 GA3039'FROM THE JUNCTION ON U.S. HIGHWAY 25E AND STATE ROUTE 63 IN
 GA3039'HARROGATE, GO 2.0 MILES SOUTHERLY ON U.S. HIGHWAY 25E TO THE
 GA3039'POWELL RIVER BRIDGE AND THE STATION ON THE LEFT.  THE STATION MARK
 GA3039'IS 64 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE, 47
 GA3039'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 27 FEET
 GA3039'SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 5.2 FEET NORTH
 GA3039'OF A WITNESS POST, AND 1 FOOT EAST OF A METAL GUARDRAIL.  THE
 GA3039'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 GA3039'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA3039
 GA3039                          STATION RECOVERY (1975)
 GA3039
 GA3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA3039'THE STATION AND REFERENCE MARKS WERE RECOVERED, FOUND AS DESCRIBED
 GA3039'AND IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF
 GA3039'THE STATION MARK.
 GA3039'
 GA3039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES SOUTH
 GA3039'OF HARROGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1592 ***********************************************************************
 GB1592  DESIGNATION -  RIVER
 GB1592  PID         -  GB1592
 GB1592  STATE/COUNTY-  TN/CLAY
 GB1592  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1592
 GB1592                         *CURRENT SURVEY CONTROL
 GB1592  ___________________________________________________________________
 GB1592* NAD 83(1995)-  36 32 36.00729(N)    085 29 37.46727(W)     ADJUSTED  
 GB1592* NAVD 88     -       189.889  (meters)     622.99   (feet)  ADJUSTED  
 GB1592  ___________________________________________________________________
 GB1592  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GB1592  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1592  DYNAMIC HT  -         189.727 (meters)     622.46  (feet)  COMP
 GB1592  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB1592
 GB1592  HORZ ORDER  -  SECOND
 GB1592  VERT ORDER  -  SECOND    CLASS 0
 GB1592
 GB1592.The horizontal coordinates were established by classical geodetic methods
 GB1592.and adjusted by the National Geodetic Survey in April 1999..
 GB1592
 GB1592.The orthometric height was determined by differential leveling
 GB1592.and adjusted by the National Geodetic Survey in June 1991..
 GB1592
 GB1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1592
 GB1592.The geoid height was determined by GEOID03.
 GB1592
 GB1592.The dynamic height is computed by dividing the NAVD 88
 GB1592.geopotential number by the normal gravity value computed on the
 GB1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1592.degrees latitude (g = 980.6199 gals.).
 GB1592
 GB1592.The modeled gravity was interpolated from observed gravity values.
 GB1592
 GB1592;                    North         East     Units Scale Factor Converg.
 GB1592;SPC TN       -   245,322.252   645,331.949   MT  1.00002492   +0 17 47.0
 GB1592;SPC TN       -   804,861.42  2,117,226.57   sFT  1.00002492   +0 17 47.0
 GB1592;SPC KY1Z     - 1,023,339.896 1,522,949.672   MT  1.00017289   +0 09 26.4
 GB1592;SPC KY1Z     - 3,357,407.64  4,996,544.05   sFT  1.00017289   +0 09 26.4
 GB1592;SPC KY S     -   523,336.012   522,946.622   MT  1.00003991   +0 09 19.5
 GB1592;SPC KY S     - 1,716,978.23  1,715,700.71   sFT  1.00003991   +0 09 19.5
 GB1592;UTM  16      - 4,045,270.384   634,822.785   MT  0.99982395   +0 53 49.2
 GB1592
 GB1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1592!SPC TN       -   0.99997499  x   1.00002492  =   0.99999990
 GB1592!SPC KY1Z     -   0.99997499  x   1.00017289  =   1.00014787
 GB1592!SPC KY S     -   0.99997499  x   1.00003991  =   1.00001489
 GB1592!UTM  16      -   0.99997499  x   0.99982395  =   0.99979894
 GB1592
 GB1592:                Primary Azimuth Mark                     Grid Az
 GB1592:SPC TN       -  RIVER AZ MK                              115 07 57.5
 GB1592:SPC KY1Z     -  RIVER AZ MK                              115 16 18.1
 GB1592:SPC KY S     -  RIVER AZ MK                              115 16 25.0
 GB1592:UTM  16      -  RIVER AZ MK                              114 31 55.3
 GB1592
 GB1592|---------------------------------------------------------------------|
 GB1592| PID    Reference Object                     Distance      Geod. Az  |
 GB1592|                                                           dddmmss.s |
 GB1592| GB1594 RIVER AZ MK                                        1152544.5 |
 GB1592| GB1593 RIVER RM 1                           10.412 METERS 16235     |
 GB1592| GB1591 RIVER RM 2                            6.989 METERS 32930     |
 GB1592|---------------------------------------------------------------------|
 GB1592
 GB1592                          SUPERSEDED SURVEY CONTROL
 GB1592
 GB1592  NAD 83(1995)-  36 32 36.00793(N)    085 29 37.46769(W) AD(       ) 2
 GB1592  NAD 83(1995)-  36 32 36.01649(N)    085 29 37.47229(W) AD(       ) 2
 GB1592  NAD 83(1986)-  36 32 36.01790(N)    085 29 37.47188(W) AD(       ) 2
 GB1592  NAD 27      -  36 32 35.79551(N)    085 29 37.58242(W) AD(       ) 2
 GB1592  NGVD 29 (??/??/92)  190.004  (m)          623.37   (f) ADJ UNCH    2 0
 GB1592
 GB1592.Superseded values are not recommended for survey control.
 GB1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1592.See file dsdata.txt to determine how the superseded data were derived.
 GB1592
 GB1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3482345270(NAD 83)
 GB1592_MARKER: DE = TRAVERSE STATION DISK
 GB1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1592_STAMPING: RIVER 1966
 GB1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1592+STABILITY: SURFACE MOTION
 GB1592
 GB1592  HISTORY     - Date     Condition        Report By
 GB1592  HISTORY     - 1966     MONUMENTED       TNHD
 GB1592  HISTORY     - 1966     GOOD             TNHD
 GB1592
 GB1592                          STATION DESCRIPTION
 GB1592
 GB1592'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1592'THE STATION IS ABOUT 1 MILE SOUTHEAST OF CELINA ABOUT 2-1/2 MILES
 GB1592'WEST OF DALE HOLLOW DAM.
 GB1592'
 GB1592'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB1592'EASTERLY AND SOUTHERLY ON STATE ROUTE 53 FOR 1.05 MILES TO A PAVED
 GB1592'ROAD ON THE RIGHT, *TURN RIGHT, WEST, AND GO 0.15 MILE ON A PAVED,
 GB1592'THEN GRAVELED, ROAD TO A T JUNCTION, TURN RIGHT, NORTH, FOR ABOUT 100
 GB1592'FEET TO THE MARK ON THE LEFT.
 GB1592'
 GB1592'THE STATION IS 19 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB1592'ROAD AND 1.2 FEET NORTHWEST OF A WITNESS POST AND SIGN.  THE
 GB1592'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1592'DEPARTMENT DISKS AND ARE STAMPED RIVER 1966.  THE UNDERGROUND MARK
 GB1592'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN THE
 GB1592'TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1592'
 GB1592'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB1592'GRAVELED ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1592'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB1592'AND THE DISK IS STAMPED RIVER RM-1 1966.
 GB1592'
 GB1592'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB1592'GRAVELED ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1592'DISK SET IN THE TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB1592'AND THE DISK IS STAMPED RIVER RM-2 1966.
 GB1592'
 GB1592'THE AZIMUTH MARK IS 26 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1592'ROUTE 53 AND 20 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GB1592'DRIVE, 7 FEET NORTHEAST OF A 12-INCH WILLOW TREE AND 3 FEET SOUTHEAST
 GB1592'OF A DRAINAGE DITCH.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1592'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1592'MONUMENT AND THE DISK IS STAMPED RIVER AZI 1966.
 GB1592'
 GB1592'TO REACH THE AZIMUTH MARK, *CONTINUE SOUTHERLY ON STATE ROUTE 53 FOR
 GB1592'0.15 MILE TO THE MARK ON THE RIGHT.
 GB1592'
 GB1592'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1592'
 GB1592'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1592
 GB1592                          STATION RECOVERY (1966)
 GB1592
 GB1592'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1592'1 MI SE FROM CELINA.
 GB1592'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1592'CELINA, GO EAST ON STATE ROUTE 52 FOR 1 BLOCK TO THE JUNCTION
 GB1592'OF STATE ROUTES 52 AND 53.  CONTINUE EASTERLY AND SOUTHEASTERLY
 GB1592'ON STATE ROUTE 53 FOR 1 MILE TO A PAVED ROAD ON THE RIGHT, TURN
 GB1592'RIGHT AND GO WESTERLY ON THE PAVED THEN GRAVELED ROAD FOR 0.15
 GB1592'MILES TO A T JUNCTION, TURN RIGHT AND GO NORTHERLY FOR ABOUT
 GB1592'100 FEET TO THE MARK ON THE LEFT, 19 FEET WEST OF THE
 GB1592'APPROXIMATE CENTER OF A GRAVELED ROAD AND 1.2 FEET NORTHWEST
 GB1592'OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE
 GB1592'TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1594 ***********************************************************************
 GB1594  DESIGNATION -  RIVER AZ MK
 GB1594  PID         -  GB1594
 GB1594  STATE/COUNTY-  TN/CLAY
 GB1594  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1594
 GB1594                         *CURRENT SURVEY CONTROL
 GB1594  ___________________________________________________________________
 GB1594* NAD 83(1986)-  36 32 30.     (N)    085 29 25.     (W)     SCALED    
 GB1594* NAVD 88     -       166.912  (meters)     547.61   (feet)  ADJUSTED  
 GB1594  ___________________________________________________________________
 GB1594  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1594  DYNAMIC HT  -         166.769 (meters)     547.14  (feet)  COMP
 GB1594  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GB1594
 GB1594  VERT ORDER  -  SECOND    CLASS 0
 GB1594
 GB1594.The horizontal coordinates were scaled from a topographic map and have
 GB1594.an estimated accuracy of +/- 6 seconds.
 GB1594
 GB1594.The orthometric height was determined by differential leveling
 GB1594.and adjusted by the National Geodetic Survey in June 1991..
 GB1594
 GB1594.The geoid height was determined by GEOID03.
 GB1594
 GB1594.The dynamic height is computed by dividing the NAVD 88
 GB1594.geopotential number by the normal gravity value computed on the
 GB1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1594.degrees latitude (g = 980.6199 gals.).
 GB1594
 GB1594.The modeled gravity was interpolated from observed gravity values.
 GB1594
 GB1594;                    North         East    Units  Estimated Accuracy
 GB1594;SPC TN       -   245,140.      645,640.      MT  (+/- 180 meters Scaled)
 GB1594
 GB1594                          SUPERSEDED SURVEY CONTROL
 GB1594
 GB1594  NGVD 29 (??/??/??)  167.05   (m)          548.1    (f) RESET       3  
 GB1594
 GB1594.Superseded values are not recommended for survey control.
 GB1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1594.See file dsdata.txt to determine how the superseded data were derived.
 GB1594
 GB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF351450(NAD 83)
 GB1594_MARKER: DR = REFERENCE MARK DISK
 GB1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1594_STAMPING: RIVER AZI 1966
 GB1594_MARK LOGO: TNHD  
 GB1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1594+STABILITY: SURFACE MOTION
 GB1594
 GB1594  HISTORY     - Date     Condition        Report By
 GB1594  HISTORY     - 1966     MONUMENTED       TNHD
 GB1594
 GB1594                          STATION DESCRIPTION
 GB1594
 GB1594'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1594'1 MI SE FROM CELINA.
 GB1594'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1594'CELINA, GO EAST ON STATE ROUTE 52 FOR ONE BLOCK TO THE JUNCTION
 GB1594'OF STATE ROUTES 52 AND 53.  CONTINUE EASTERLY AND SOUTHEASTERLY
 GB1594'ON STATE ROUTE 53 FOR 1.15 MILES TO THE MARK ON THE RIGHT, 26
 GB1594'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 20 FEET
 GB1594'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 7 FEET
 GB1594'NORTHEAST OF A 12-INCH WILLOW TREE AND 3 FEET SOUTHEAST OF A
 GB1594'DRAINAGE DITCH.  THE DIK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1594'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3038 ***********************************************************************
 GA3038  DESIGNATION -  RIVER RM 1
 GA3038  PID         -  GA3038
 GA3038  STATE/COUNTY-  TN/CLAIBORNE
 GA3038  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3038
 GA3038                         *CURRENT SURVEY CONTROL
 GA3038  ___________________________________________________________________
 GA3038* NAD 83(1986)-  36 32 30.     (N)    083 37 57.     (W)     SCALED    
 GA3038* NAVD 88     -       337.385  (meters)    1106.90   (feet)  ADJUSTED  
 GA3038  ___________________________________________________________________
 GA3038  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA3038  DYNAMIC HT  -         337.085 (meters)    1105.92  (feet)  COMP
 GA3038  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GA3038
 GA3038  VERT ORDER  -  SECOND    CLASS 0
 GA3038
 GA3038.The horizontal coordinates were scaled from a topographic map and have
 GA3038.an estimated accuracy of +/- 6 seconds.
 GA3038
 GA3038.The orthometric height was determined by differential leveling
 GA3038.and adjusted by the National Geodetic Survey in June 1991..
 GA3038
 GA3038.The geoid height was determined by GEOID03.
 GA3038
 GA3038.The dynamic height is computed by dividing the NAVD 88
 GA3038.geopotential number by the normal gravity value computed on the
 GA3038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3038.degrees latitude (g = 980.6199 gals.).
 GA3038
 GA3038.The modeled gravity was interpolated from observed gravity values.
 GA3038
 GA3038;                    North         East    Units  Estimated Accuracy
 GA3038;SPC TN       -   247,580.      811,980.      MT  (+/- 180 meters Scaled)
 GA3038
 GA3038                          SUPERSEDED SURVEY CONTROL
 GA3038
 GA3038  NGVD 29 (??/??/92)  337.507  (m)         1107.30   (f) ADJ UNCH    2 0
 GA3038
 GA3038.Superseded values are not recommended for survey control.
 GA3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3038.See file dsdata.txt to determine how the superseded data were derived.
 GA3038
 GA3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA643472(NAD 83)
 GA3038_MARKER: DR = REFERENCE MARK DISK
 GA3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3038_STAMPING: RIVER RM-1 1963
 GA3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3038+STABILITY: SURFACE MOTION
 GA3038
 GA3038  HISTORY     - Date     Condition        Report By
 GA3038  HISTORY     - 1963     MONUMENTED       TNHD
 GA3038
 GA3038                          STATION DESCRIPTION
 GA3038
 GA3038'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3038'2 MI S FROM HARROGATE.
 GA3038'THIS MARK IS LOCATED AT THE RIVER 1963 STATION SITE, 65 FEET
 GA3038'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 20 FEET SOUTHEAST
 GA3038'OF THE CENTERLINE OF A GRAVELED ROAD, 18 FEET NORTHEAST OF A METAL
 GA3038'GUARDRAIL AND 19 FEET FROM THE STATION.  THE MARK IS A STANDARD
 GA3038'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 GA3038'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1593 ***********************************************************************
 GB1593  DESIGNATION -  RIVER RM 1
 GB1593  PID         -  GB1593
 GB1593  STATE/COUNTY-  TN/CLAY
 GB1593  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1593
 GB1593                         *CURRENT SURVEY CONTROL
 GB1593  ___________________________________________________________________
 GB1593* NAD 83(1986)-  36 32 36.     (N)    085 29 37.     (W)     SCALED    
 GB1593* NAVD 88     -       188.546  (meters)     618.59   (feet)  ADJUSTED  
 GB1593  ___________________________________________________________________
 GB1593  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1593  DYNAMIC HT  -         188.385 (meters)     618.06  (feet)  COMP
 GB1593  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB1593
 GB1593  VERT ORDER  -  SECOND    CLASS 0
 GB1593
 GB1593.The horizontal coordinates were scaled from a topographic map and have
 GB1593.an estimated accuracy of +/- 6 seconds.
 GB1593
 GB1593.The orthometric height was determined by differential leveling
 GB1593.and adjusted by the National Geodetic Survey in June 1991..
 GB1593
 GB1593.The geoid height was determined by GEOID03.
 GB1593
 GB1593.The dynamic height is computed by dividing the NAVD 88
 GB1593.geopotential number by the normal gravity value computed on the
 GB1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1593.degrees latitude (g = 980.6199 gals.).
 GB1593
 GB1593.The modeled gravity was interpolated from observed gravity values.
 GB1593
 GB1593;                    North         East    Units  Estimated Accuracy
 GB1593;SPC TN       -   245,320.      645,340.      MT  (+/- 180 meters Scaled)
 GB1593
 GB1593                          SUPERSEDED SURVEY CONTROL
 GB1593
 GB1593  NGVD 29 (??/??/92)  188.659  (m)          618.96   (f) ADJ UNCH    2 0
 GB1593
 GB1593.Superseded values are not recommended for survey control.
 GB1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1593.See file dsdata.txt to determine how the superseded data were derived.
 GB1593
 GB1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF348452(NAD 83)
 GB1593_MARKER: DR = REFERENCE MARK DISK
 GB1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1593_STAMPING: RIVER RM-1 1966
 GB1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1593+STABILITY: SURFACE MOTION
 GB1593
 GB1593  HISTORY     - Date     Condition        Report By
 GB1593  HISTORY     - 1966     MONUMENTED       TNHD
 GB1593
 GB1593                          STATION DESCRIPTION
 GB1593
 GB1593'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1593'1 MI SE FROM CELINA.
 GB1593'AT THE RIVER 1966 STATION SITE, 34.15 FEET SOUTH OF THE STATION
 GB1593'MARK AND 18 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB1593'ROAD.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1593'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3040 ***********************************************************************
 GA3040  DESIGNATION -  RIVER RM 2
 GA3040  PID         -  GA3040
 GA3040  STATE/COUNTY-  TN/CLAIBORNE
 GA3040  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3040
 GA3040                         *CURRENT SURVEY CONTROL
 GA3040  ___________________________________________________________________
 GA3040* NAD 83(1986)-  36 32 30.     (N)    083 37 57.     (W)     SCALED    
 GA3040* NAVD 88     -       337.835  (meters)    1108.38   (feet)  ADJUSTED  
 GA3040  ___________________________________________________________________
 GA3040  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA3040  DYNAMIC HT  -         337.534 (meters)    1107.39  (feet)  COMP
 GA3040  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GA3040
 GA3040  VERT ORDER  -  SECOND    CLASS 0
 GA3040
 GA3040.The horizontal coordinates were scaled from a topographic map and have
 GA3040.an estimated accuracy of +/- 6 seconds.
 GA3040
 GA3040.The orthometric height was determined by differential leveling
 GA3040.and adjusted by the National Geodetic Survey in June 1991..
 GA3040
 GA3040.The geoid height was determined by GEOID03.
 GA3040
 GA3040.The dynamic height is computed by dividing the NAVD 88
 GA3040.geopotential number by the normal gravity value computed on the
 GA3040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3040.degrees latitude (g = 980.6199 gals.).
 GA3040
 GA3040.The modeled gravity was interpolated from observed gravity values.
 GA3040
 GA3040;                    North         East    Units  Estimated Accuracy
 GA3040;SPC TN       -   247,580.      811,980.      MT  (+/- 180 meters Scaled)
 GA3040
 GA3040                          SUPERSEDED SURVEY CONTROL
 GA3040
 GA3040  NGVD 29 (??/??/92)  337.957  (m)         1108.78   (f) ADJ UNCH    2 0
 GA3040
 GA3040.Superseded values are not recommended for survey control.
 GA3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3040.See file dsdata.txt to determine how the superseded data were derived.
 GA3040
 GA3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA643472(NAD 83)
 GA3040_MARKER: DR = REFERENCE MARK DISK
 GA3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3040_STAMPING: RIVER RM-2
 GA3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3040+STABILITY: SURFACE MOTION
 GA3040
 GA3040  HISTORY     - Date     Condition        Report By
 GA3040  HISTORY     - 1963     MONUMENTED       TNHD
 GA3040  HISTORY     - 1963     GOOD             TNHD
 GA3040
 GA3040                          STATION DESCRIPTION
 GA3040
 GA3040'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3040'2 MI S FROM HARROGATE.
 GA3040'THIS MARK IS LOCATED AT THE RIVER 1963 STATION SITE, 44 FEET
 GA3040'SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 39 FEET NORTH
 GA3040'OF THE NORTHEAST CORNER OF THE BRIDGE, 32 FEET NORTHEAST OF THE
 GA3040'CENTERLINE OF U.S. HIGHWAY 25E, 2 FEET NORTHEAST OF A METAL
 GA3040'GUARDRAIL AND 25 FEET FROM THE STATION.  THE MARK IS A STANDARD
 GA3040'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 GA3040'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1591 ***********************************************************************
 GB1591  DESIGNATION -  RIVER RM 2
 GB1591  PID         -  GB1591
 GB1591  STATE/COUNTY-  TN/CLAY
 GB1591  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1591
 GB1591                         *CURRENT SURVEY CONTROL
 GB1591  ___________________________________________________________________
 GB1591* NAD 83(1986)-  36 32 36.     (N)    085 29 37.     (W)     SCALED    
 GB1591* NAVD 88     -       190.883  (meters)     626.26   (feet)  ADJUSTED  
 GB1591  ___________________________________________________________________
 GB1591  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1591  DYNAMIC HT  -         190.721 (meters)     625.72  (feet)  COMP
 GB1591  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB1591
 GB1591  VERT ORDER  -  SECOND    CLASS 0
 GB1591
 GB1591.The horizontal coordinates were scaled from a topographic map and have
 GB1591.an estimated accuracy of +/- 6 seconds.
 GB1591
 GB1591.The orthometric height was determined by differential leveling
 GB1591.and adjusted by the National Geodetic Survey in June 1991..
 GB1591
 GB1591.The geoid height was determined by GEOID03.
 GB1591
 GB1591.The dynamic height is computed by dividing the NAVD 88
 GB1591.geopotential number by the normal gravity value computed on the
 GB1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1591.degrees latitude (g = 980.6199 gals.).
 GB1591
 GB1591.The modeled gravity was interpolated from observed gravity values.
 GB1591
 GB1591;                    North         East    Units  Estimated Accuracy
 GB1591;SPC TN       -   245,320.      645,340.      MT  (+/- 180 meters Scaled)
 GB1591
 GB1591                          SUPERSEDED SURVEY CONTROL
 GB1591
 GB1591  NGVD 29 (??/??/92)  190.998  (m)          626.63   (f) ADJ UNCH    2 0
 GB1591
 GB1591.Superseded values are not recommended for survey control.
 GB1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1591.See file dsdata.txt to determine how the superseded data were derived.
 GB1591
 GB1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF348452(NAD 83)
 GB1591_MARKER: DR = REFERENCE MARK DISK
 GB1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1591_STAMPING: RIVER RM-2 1966
 GB1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1591+STABILITY: SURFACE MOTION
 GB1591
 GB1591  HISTORY     - Date     Condition        Report By
 GB1591  HISTORY     - 1966     MONUMENTED       TNHD
 GB1591  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1591
 GB1591                          STATION DESCRIPTION
 GB1591
 GB1591'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1591'1 MI SE FROM CELINA.
 GB1591'AT THE RIVER 1966 STATION SITE, 24 FEET WEST OF THE APPROXIMATE
 GB1591'CENTER OF A GRAVELED ROAD AND 22.94 FEET NORTHWEST OF THE
 GB1591'STATION MARK.  THE DISK IS SET IN THE TOP OF AN 8-INCH, SQUARE,
 GB1591'FLUSH, CONCRETE MONUMENT.
 GB1591
 GB1591                          STATION RECOVERY (1966)
 GB1591
 GB1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0081 ***********************************************************************
 FD0081  DESIGNATION -  RIVERLAND
 FD0081  PID         -  FD0081
 FD0081  STATE/COUNTY-  TN/RUTHERFORD
 FD0081  USGS QUAD   -  DILLTON (1975)
 FD0081
 FD0081                         *CURRENT SURVEY CONTROL
 FD0081  ___________________________________________________________________
 FD0081* NAD 83(1995)-  35 45 51.53212(N)    086 21 05.29000(W)     ADJUSTED  
 FD0081* NAVD 88     -       206.249  (meters)     676.67   (feet)  ADJUSTED  
 FD0081  ___________________________________________________________________
 FD0081  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FD0081  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0081  DYNAMIC HT  -         206.065 (meters)     676.06  (feet)  COMP
 FD0081  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0081
 FD0081  HORZ ORDER  -  SECOND
 FD0081  VERT ORDER  -  SECOND    CLASS 0
 FD0081
 FD0081.The horizontal coordinates were established by classical geodetic methods
 FD0081.and adjusted by the National Geodetic Survey in April 1999..
 FD0081
 FD0081.The orthometric height was determined by differential leveling
 FD0081.and adjusted by the National Geodetic Survey in June 1991..
 FD0081
 FD0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0081
 FD0081.The geoid height was determined by GEOID03.
 FD0081
 FD0081.The dynamic height is computed by dividing the NAVD 88
 FD0081.geopotential number by the normal gravity value computed on the
 FD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0081.degrees latitude (g = 980.6199 gals.).
 FD0081
 FD0081.The modeled gravity was interpolated from observed gravity values.
 FD0081
 FD0081;                    North         East     Units Scale Factor Converg.
 FD0081;SPC TN       -   158,822.919   568,217.880   MT  0.99994914   -0 12 20.8
 FD0081;SPC TN       -   521,071.53  1,864,228.16   sFT  0.99994914   -0 12 20.8
 FD0081;UTM  16      - 3,958,001.915   558,624.340   MT  0.99964235   +0 22 44.6
 FD0081
 FD0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0081!SPC TN       -   0.99997212  x   0.99994914  =   0.99992127
 FD0081!UTM  16      -   0.99997212  x   0.99964235  =   0.99961448
 FD0081
 FD0081|---------------------------------------------------------------------|
 FD0081| PID    Reference Object                     Distance      Geod. Az  |
 FD0081|                                                           dddmmss.s |
 FD0081| FD0082 RIVERLAND RM 1                       21.767 METERS 06504     |
 FD0081| FD0083 RIVERLAND AZ MK                                    0911433.1 |
 FD0081| FD0080 RIVERLAND RM 2                       20.406 METERS 21935     |
 FD0081|---------------------------------------------------------------------|
 FD0081
 FD0081                          SUPERSEDED SURVEY CONTROL
 FD0081
 FD0081  NAD 83(1995)-  35 45 51.53847(N)    086 21 05.29172(W) AD(       ) 2
 FD0081  NAD 83(1986)-  35 45 51.54336(N)    086 21 05.28951(W) AD(       ) 2
 FD0081  NAD 27      -  35 45 51.29670(N)    086 21 05.32360(W) AD(       ) 2
 FD0081  NGVD 29 (??/??/92)  206.256  (m)          676.69   (f) ADJ UNCH    2 0
 FD0081
 FD0081.Superseded values are not recommended for survey control.
 FD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0081.See file dsdata.txt to determine how the superseded data were derived.
 FD0081
 FD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5862458002(NAD 83)
 FD0081_MARKER: DE = TRAVERSE STATION DISK
 FD0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0081_STAMPING: RIVERLAND 1960
 FD0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0081+STABILITY: SURFACE MOTION
 FD0081
 FD0081  HISTORY     - Date     Condition        Report By
 FD0081  HISTORY     - 1960     MONUMENTED       CGS
 FD0081  HISTORY     - 1960     GOOD             CGS
 FD0081
 FD0081                          STATION DESCRIPTION
 FD0081
 FD0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0081'THE STATION IS LOCATED ON THE SUMMIT OF A RISE IN OPEN PASTURE LAND
 FD0081'OF PROPERTY OWNED BY MR
 FD0081'RAMSEY SHELL, ABOUT 6 MILES SOUTHEAST OF MURFREESBORO,
 FD0081'AND ABOUT 0.5 MILE WEST OF U S
 FD0081'HIGHWAY 41.
 FD0081'
 FD0081'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 70S AND 41 IN
 FD0081'SOUTHEAST MURFREESBORO, GO
 FD0081'SOUTHEAST ON U S HIGHWAY 41 FOR 5.45 MILES TO
 FD0081'RIVERLAND ROAD ON THE RIGHT, TURN
 FD0081'RIGHT, WEST, ON RIVERLAND ROAD FOR
 FD0081'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FD0081'WEST FOR 0.2 MILE
 FD0081'TO A GATE AND THE STATION ON THE RIGHT.
 FD0081'
 FD0081'THE STATION MARK IS 116 FEET NORTHWEST OF A GATE, 71 FEET WEST OF THE
 FD0081'SOUTHWEST CORNER OF A BARN,
 FD0081'69 FEET NORTH OF THE CENTER OF A TAR ROAD, 66.3
 FD0081'FEET NORTHEAST OF A WITNESS POST,
 FD0081'AND 48 FEET NORTH OF A WIRE FENCE.
 FD0081'THE MARK IS A STANDARD TRAVERSE DISK SET IN A FLUSH
 FD0081'CONCRETE POST,
 FD0081'AND IS STAMPED RIVERLAND 1960.
 FD0081'
 FD0081'REFERENCE MARK NO 1 IS 4 FEET NORTH OF THE SOUTHWEST CORNER OF A
 FD0081'BARN.  THE MARK IS A
 FD0081'STANDARD DISK SET IN A FLUSH CONCRETE POST, AND IS STAMPED
 FD0081'RIVERLAND NO 1 1960.
 FD0081'
 FD0081'REFERENCE MARK NO 2 IS 20 FEET NORTH OF THE CENTER OF A TAR ROAD, 1.7
 FD0081'FEET WEST OF A WITNESS POST,
 FD0081'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS A
 FD0081'STANDARD DISK SET IN A FLUSH CONCRETE
 FD0081'POST, AND IS STAMPED RIVERLAND
 FD0081'NO 2 1960.
 FD0081'
 FD0081'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF A TAR ROAD, 3 FEET
 FD0081'WEST OF A FENCE CORNER POST,
 FD0081'AND 1.7 FEET WEST OF A WITNESS POST.  THE MARK IS
 FD0081'A STANDARD DISK SET IN A FLUSH
 FD0081'CONCRETE POST, AND IS STAMPED
 FD0081'RIVERLAND 1960.
 FD0081'
 FD0081'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FD0081
 FD0081                          STATION RECOVERY (1960)
 FD0081
 FD0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0081'7.8 MI SE FROM MURFREESBORO.
 FD0081'FROM THE JUNCTION OF U.S. HIGHWAY 70S, 41 AND 231 IN EAST
 FD0081'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.6 MILES, THEN
 FD0081'1.3 MILES EAST ON A GRAVELED ROAD, THEN 2.9 MILES SOUTH ON A
 FD0081'GRAVELED ROAD TO A T JUNCTION, THEN 1.0 MILE EAST ON RIVERLAND
 FD0081'ROAD.  THE STATION IS ABOUT 0.15 MILE EAST OF MT. PLEASAND
 FD0081'SCHOOL, IN A BARN YARD.  THE STATION MARK IS 116 FT. NORTHWEST
 FD0081'OF A GATE, 71 FT. WEST OF THE SOUTHWEST CORNER OF A BARN,
 FD0081'68 FT. NORTH OF THE CENTER OF RIVERLAND ROAD, 66.3 FT.
 FD0081'NORTHEAST OF A WITNESS SIGN, AND 48 FT. NORTH OF A WIRE FENCE.
 FD0081'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0081'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0083 ***********************************************************************
 FD0083  DESIGNATION -  RIVERLAND AZ MK
 FD0083  PID         -  FD0083
 FD0083  STATE/COUNTY-  TN/RUTHERFORD
 FD0083  USGS QUAD   -  DILLTON (1975)
 FD0083
 FD0083                         *CURRENT SURVEY CONTROL
 FD0083  ___________________________________________________________________
 FD0083* NAD 83(1986)-  35 45 52.     (N)    086 20 56.     (W)     SCALED    
 FD0083* NAVD 88     -       203.338  (meters)     667.12   (feet)  ADJUSTED  
 FD0083  ___________________________________________________________________
 FD0083  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0083  DYNAMIC HT  -         203.156 (meters)     666.52  (feet)  COMP
 FD0083  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FD0083
 FD0083  VERT ORDER  -  SECOND    CLASS 0
 FD0083
 FD0083.The horizontal coordinates were scaled from a topographic map and have
 FD0083.an estimated accuracy of +/- 6 seconds.
 FD0083
 FD0083.The orthometric height was determined by differential leveling
 FD0083.and adjusted by the National Geodetic Survey in June 1991..
 FD0083
 FD0083.The geoid height was determined by GEOID03.
 FD0083
 FD0083.The dynamic height is computed by dividing the NAVD 88
 FD0083.geopotential number by the normal gravity value computed on the
 FD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0083.degrees latitude (g = 980.6199 gals.).
 FD0083
 FD0083.The modeled gravity was interpolated from observed gravity values.
 FD0083
 FD0083;                    North         East    Units  Estimated Accuracy
 FD0083;SPC TN       -   158,840.      568,450.      MT  (+/- 180 meters Scaled)
 FD0083
 FD0083                          SUPERSEDED SURVEY CONTROL
 FD0083
 FD0083  NGVD 29 (??/??/92)  203.345  (m)          667.14   (f) ADJ UNCH    2 0
 FD0083
 FD0083.Superseded values are not recommended for survey control.
 FD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0083.See file dsdata.txt to determine how the superseded data were derived.
 FD0083
 FD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE588580(NAD 83)
 FD0083_MARKER: DZ = AZIMUTH MARK DISK
 FD0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0083_STAMPING: RIVERLAND 1960
 FD0083_MARK LOGO: CGS   
 FD0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0083+STABILITY: SURFACE MOTION
 FD0083
 FD0083  HISTORY     - Date     Condition        Report By
 FD0083  HISTORY     - 1960     MONUMENTED       CGS
 FD0083
 FD0083                          STATION DESCRIPTION
 FD0083
 FD0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0083'8 MI SE FROM MURFREESBORO.
 FD0083'FROM THE JUNCTION OF U.S. HIGHWAY 70S, AND 41 AND 231 IN EAST
 FD0083'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.6 MILES, THEN
 FD0083'1.3 MILES EAST ON A GRAVELED ROAD, THEN 2.9 MILES SOUTH ON A
 FD0083'GRAVELED ROAD TO A T JUNCTION, THEN 1.15 MILES EAST ON RIVERLAND
 FD0083'ROAD TO A T JUNCTION.  THE AZIMUTH MARK IS 23 FT. SOUTH OF THE
 FD0083'CENTER OF RIVERLAND ROAD, 3 FT. WEST OF A FENCE CORNER POST,
 FD0083'AND 1.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0083'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 FD0083'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0082 ***********************************************************************
 FD0082  DESIGNATION -  RIVERLAND RM 1
 FD0082  PID         -  FD0082
 FD0082  STATE/COUNTY-  TN/RUTHERFORD
 FD0082  USGS QUAD   -  DILLTON (1975)
 FD0082
 FD0082                         *CURRENT SURVEY CONTROL
 FD0082  ___________________________________________________________________
 FD0082* NAD 83(1986)-  35 45 51.     (N)    086 21 05.     (W)     SCALED    
 FD0082* NAVD 88     -       205.953  (meters)     675.70   (feet)  ADJUSTED  
 FD0082  ___________________________________________________________________
 FD0082  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0082  DYNAMIC HT  -         205.769 (meters)     675.09  (feet)  COMP
 FD0082  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0082
 FD0082  VERT ORDER  -  SECOND    CLASS 0
 FD0082
 FD0082.The horizontal coordinates were scaled from a topographic map and have
 FD0082.an estimated accuracy of +/- 6 seconds.
 FD0082
 FD0082.The orthometric height was determined by differential leveling
 FD0082.and adjusted by the National Geodetic Survey in June 1991..
 FD0082
 FD0082.The geoid height was determined by GEOID03.
 FD0082
 FD0082.The dynamic height is computed by dividing the NAVD 88
 FD0082.geopotential number by the normal gravity value computed on the
 FD0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0082.degrees latitude (g = 980.6199 gals.).
 FD0082
 FD0082.The modeled gravity was interpolated from observed gravity values.
 FD0082
 FD0082;                    North         East    Units  Estimated Accuracy
 FD0082;SPC TN       -   158,810.      568,230.      MT  (+/- 180 meters Scaled)
 FD0082
 FD0082                          SUPERSEDED SURVEY CONTROL
 FD0082
 FD0082  NGVD 29 (??/??/92)  205.960  (m)          675.72   (f) ADJ UNCH    2 0
 FD0082
 FD0082.Superseded values are not recommended for survey control.
 FD0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0082.See file dsdata.txt to determine how the superseded data were derived.
 FD0082
 FD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE586579(NAD 83)
 FD0082_MARKER: DR = REFERENCE MARK DISK
 FD0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0082_STAMPING: RIVERLAND NO 1 1960
 FD0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0082+STABILITY: SURFACE MOTION
 FD0082
 FD0082  HISTORY     - Date     Condition        Report By
 FD0082  HISTORY     - 1960     MONUMENTED       CGS
 FD0082
 FD0082                          STATION DESCRIPTION
 FD0082
 FD0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0082'7.8 MI SE FROM MURFREESBORO.
 FD0082'THIS MARK IS LOCATED AT THE RIVERLAND 1960 STATION SITE, 71.4
 FD0082'FT. EAST OF THE STATION MARK, AND 4 FT. NORTH OF THE SOUTHWEST
 FD0082'CORNER OF THE BARN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0082'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0080 ***********************************************************************
 FD0080  DESIGNATION -  RIVERLAND RM 2
 FD0080  PID         -  FD0080
 FD0080  STATE/COUNTY-  TN/RUTHERFORD
 FD0080  USGS QUAD   -  DILLTON (1975)
 FD0080
 FD0080                         *CURRENT SURVEY CONTROL
 FD0080  ___________________________________________________________________
 FD0080* NAD 83(1986)-  35 45 51.     (N)    086 21 05.     (W)     SCALED    
 FD0080* NAVD 88     -       205.901  (meters)     675.53   (feet)  ADJUSTED  
 FD0080  ___________________________________________________________________
 FD0080  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0080  DYNAMIC HT  -         205.717 (meters)     674.92  (feet)  COMP
 FD0080  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0080
 FD0080  VERT ORDER  -  SECOND    CLASS 0
 FD0080
 FD0080.The horizontal coordinates were scaled from a topographic map and have
 FD0080.an estimated accuracy of +/- 6 seconds.
 FD0080
 FD0080.The orthometric height was determined by differential leveling
 FD0080.and adjusted by the National Geodetic Survey in June 1991..
 FD0080
 FD0080.The geoid height was determined by GEOID03.
 FD0080
 FD0080.The dynamic height is computed by dividing the NAVD 88
 FD0080.geopotential number by the normal gravity value computed on the
 FD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0080.degrees latitude (g = 980.6199 gals.).
 FD0080
 FD0080.The modeled gravity was interpolated from observed gravity values.
 FD0080
 FD0080;                    North         East    Units  Estimated Accuracy
 FD0080;SPC TN       -   158,810.      568,230.      MT  (+/- 180 meters Scaled)
 FD0080
 FD0080                          SUPERSEDED SURVEY CONTROL
 FD0080
 FD0080  NGVD 29 (??/??/92)  205.908  (m)          675.55   (f) ADJ UNCH    2 0
 FD0080
 FD0080.Superseded values are not recommended for survey control.
 FD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0080.See file dsdata.txt to determine how the superseded data were derived.
 FD0080
 FD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE586579(NAD 83)
 FD0080_MARKER: DB = BENCH MARK DISK
 FD0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0080_STAMPING: RIVERLAND NO 2 1960
 FD0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0080+STABILITY: SURFACE MOTION
 FD0080
 FD0080  HISTORY     - Date     Condition        Report By
 FD0080  HISTORY     - 1960     MONUMENTED       CGS
 FD0080
 FD0080                          STATION DESCRIPTION
 FD0080
 FD0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0080'7.8 MI SE FROM MURFREESBORO.
 FD0080'THIS MARK IS LOCATED AT THE RIVERLAND 1960 STATION SITE, 67 FT.
 FD0080'SOUTHWEST OF THE STATION MARK, 29 FT. NORTH OF THE CENTER OF
 FD0080'RIVERLAND ROAD, 1.7 FT. WEST OF A WITNESS SIGN, AND 1 FT. NORTH
 FD0080'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0080'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0442 ***********************************************************************
 FF0442  DESIGNATION -  RIVERSIDE
 FF0442  PID         -  FF0442
 FF0442  STATE/COUNTY-  TN/SHELBY
 FF0442  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0442
 FF0442                         *CURRENT SURVEY CONTROL
 FF0442  ___________________________________________________________________
 FF0442* NAD 83(1995)-  35 06 15.57984(N)    090 04 48.98335(W)     ADJUSTED  
 FF0442* NAVD 88     -        91.471  (meters)     300.10   (feet)  ADJUSTED  
 FF0442  ___________________________________________________________________
 FF0442  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF0442  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0442  DYNAMIC HT  -          91.388 (meters)     299.83  (feet)  COMP
 FF0442  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FF0442
 FF0442  HORZ ORDER  -  SECOND
 FF0442  VERT ORDER  -  SECOND    CLASS 0
 FF0442
 FF0442.The horizontal coordinates were established by classical geodetic methods
 FF0442.and adjusted by the National Geodetic Survey in April 1999..
 FF0442
 FF0442.The orthometric height was determined by differential leveling
 FF0442.and adjusted by the National Geodetic Survey in June 1991..
 FF0442
 FF0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0442
 FF0442.The geoid height was determined by GEOID03.
 FF0442
 FF0442.The dynamic height is computed by dividing the NAVD 88
 FF0442.geopotential number by the normal gravity value computed on the
 FF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0442.degrees latitude (g = 980.6199 gals.).
 FF0442
 FF0442.The modeled gravity was interpolated from observed gravity values.
 FF0442
 FF0442;                    North         East     Units Scale Factor Converg.
 FF0442;SPC TN       -    93,296.775   228,089.731   MT  1.00002890   -2 23 19.5
 FF0442;SPC TN       -   306,091.17    748,324.39   sFT  1.00002890   -2 23 19.5
 FF0442;SPC AR N     -    87,241.559   575,009.425   MT  0.99997079   +1 07 01.5
 FF0442;SPC AR N     -   286,225.01  1,886,510.09   sFT  0.99997079   +1 07 01.5
 FF0442;UTM  15      - 3,888,514.152   766,130.616   MT  1.00047297   +1 40 48.1
 FF0442;UTM  16      - 3,888,955.326   219,231.042   MT  1.00057166   -1 46 21.1
 FF0442
 FF0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0442!SPC TN       -   0.99998992  x   1.00002890  =   1.00001882
 FF0442!SPC AR N     -   0.99998992  x   0.99997079  =   0.99996071
 FF0442!UTM  15      -   0.99998992  x   1.00047297  =   1.00046289
 FF0442!UTM  16      -   0.99998992  x   1.00057166  =   1.00056158
 FF0442
 FF0442:                Primary Azimuth Mark                     Grid Az
 FF0442:SPC TN       -  RIVERSIDE AZ MK                          025 48 14.5
 FF0442:SPC AR N     -  RIVERSIDE AZ MK                          022 17 53.5
 FF0442:UTM  15      -  RIVERSIDE AZ MK                          021 44 06.9
 FF0442:UTM  16      -  RIVERSIDE AZ MK                          025 11 16.1
 FF0442
 FF0442|---------------------------------------------------------------------|
 FF0442| PID    Reference Object                     Distance      Geod. Az  |
 FF0442|                                                           dddmmss.s |
 FF0442| CI5406 RIVERSIDE AZ MK                                    0232455.0 |
 FF0442| FF1998 EXCHANGE                            APPROX. 5.2 KM 0300136.4 |
 FF0442| FF1980 MEMPHIS RADIO STA KIC 477 MAST      APPROX. 5.6 KM 0482421.6 |
 FF0442| FF0441 RIVERSIDE RM 1                       32.048 METERS 17101     |
 FF0442| FF2018 P 12 8                               36.728 METERS 23034     |
 FF0442| FF2020 MEMPHIS ALLEN ELEC STA W STK        APPROX. 7.1 KM 2420628.9 |
 FF0442| FF0443 RIVERSIDE RM 2                       29.415 METERS 25625     |
 FF0442| FF1968 RADIO STATION KWEM MAST             APPROX. 3.5 KM 3390440.6 |
 FF0442|---------------------------------------------------------------------|
 FF0442
 FF0442                          SUPERSEDED SURVEY CONTROL
 FF0442
 FF0442  NAD 83(1995)-  35 06 15.58207(N)    090 04 48.98298(W) AD(       ) 2
 FF0442  NAD 83(1995)-  35 06 15.58601(N)    090 04 48.98294(W) AD(       ) 2
 FF0442  NAD 83(1986)-  35 06 15.59000(N)    090 04 48.98464(W) AD(       ) 2
 FF0442  NAD 27      -  35 06 15.25980(N)    090 04 48.64780(W) AD(       ) 2
 FF0442  NGVD 29 (??/??/??)   91.436  (m)          299.99   (f) ADJUSTED    2 0
 FF0442
 FF0442.Superseded values are not recommended for survey control.
 FF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0442.See file dsdata.txt to determine how the superseded data were derived.
 FF0442
 FF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6613188514(NAD 83)
 FF0442_MARKER: DS = TRIANGULATION STATION DISK
 FF0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0442_STAMPING: RIVERSIDE 1957
 FF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0442+STABILITY: SURFACE MOTION
 FF0442
 FF0442  HISTORY     - Date     Condition        Report By
 FF0442  HISTORY     - 1957     MONUMENTED       CGS
 FF0442  HISTORY     - 1959     GOOD             CGS
 FF0442  HISTORY     - 1959     GOOD             CGS
 FF0442  HISTORY     - 20021029 POOR             USACE
 FF0442
 FF0442                          STATION DESCRIPTION
 FF0442
 FF0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0442'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF MEMPHIS,
 FF0442'IN THE NORTHWEST SECTION OF RIVERSIDE PARK, ON THE EAST
 FF0442'SIDE OF LAKE MC KELLAR, IT IS 47 FEET NORTHEAST OF THE CENTERLINE
 FF0442'OF A PAVED STREET, 55 FEET SOUTH OF AN 18-INCH ELM TREE,
 FF0442'165 FEET WEST OF THE WEST SIDE OF RIVERSIDE NORTH PAVILION
 FF0442'AND 111 FEET EAST OF THE EAST BANK OF LAKE MC KELLAR.  THE
 FF0442'MONUMENT IS FLUSH AND THE DISK IS STAMPED RIVERSIDE 1957.
 FF0442'
 FF0442'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE
 FF0442'BOULEVARD AND SOUTH PARKWAY WEST, LOCATED AT THE NORTHEAST
 FF0442'CORNER OF RIVERSIDE PARK, GO WEST ON SOUTH PARKWAY WEST
 FF0442'FOR 0.25 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO SOUTH
 FF0442'ON A PAVED STREET ALONG THE EAST SIDE OF LAKE MC KELLAR
 FF0442'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FF0442'
 FF0442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FF0442'THE PAVED STREET FOR 0.05 MILE TO A Y-FORK.  KEEP RIGHT
 FF0442'FORK AND GO NORTHEAST FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FF0442'TO REACH MARK P-12-52-11 (USE) FROM THE INTERSECTION OF
 FF0442'RIVERSIDE BOULEVARD AND SOUTH PARKWAY WEST AT THE NORTHEAST
 FF0442'CORNER OF RIVERSIDE PARK, GO NORTH ON RIVERSIDE BOULEVARD
 FF0442'FOR 0.7 MILE TO HARBOR DRIVE, LEFT.  TURN LEFT AND GO WEST
 FF0442'AND SOUTHWEST ON HARBOR DRIVE FOR 1.05 MILES TO THE
 FF0442'INTERSECTION OF CHANNEL AVENUE AND HARBOR DRIVE.  BEAR LEFT AND
 FF0442'GO SOUTHWEST ON CHANNEL AVENUE FOR 0.15 MILE TO THE COMMERCIAL
 FF0442'BARGE LINES INC. ON THE LEFT.  CONTINUE SOUTHWEST ON CHANNEL
 FF0442'AVENUE FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FF0442'SOUTH ON THE PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE
 FF0442'LEFT.
 FF0442'
 FF0442'REFERENCE MARK 1 IS 27 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 FF0442'OF THE PAVED STREET AND 13 FEET NORTHWEST OF THE CENTERLINE
 FF0442'OF A PRIVATE DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND
 FF0442'THE DISK IS STAMPED RIVERSIDE NO 1 1957.
 FF0442'
 FF0442'REFERENCE MARK 2 IS 42 FEET WEST OF THE CENTERLINE OF THE
 FF0442'PAVED STREET, 5 FEET EAST OF THE EAST BANK OF LAKE MC KELLAR
 FF0442'AND 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 FF0442'BUILDING.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FF0442'STAMPED RIVERSIDE NO 2 1957.
 FF0442'
 FF0442'P-12-52-8 IS A STANDARD U.S. ARMY CORPS OF ENGINEER DIS
 FF0442'SET IN THE TOP OF AN 8X8 INCH CONCRETE MONUMENT.  IT IS 8
 FF0442'FEET EAST OF THE EAST EDGE OF THE BANK OF LAKE MC KELLAR,
 FF0442'16 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CONCESSION
 FF0442'STAND AND 56 FEET SOUTH OF THE SOUTHWEST EDGE OF A PARKING
 FF0442'AREA.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED P 12 8
 FF0442'1952.
 FF0442'
 FF0442'P-12-52-11 IS A STANDARD U.S. ARMY CORPS OF ENGINEER DISK
 FF0442'CEMENTED IN THE TOP OF A 4-INCH PIPE.  IT IS 5 INCHES SOUTHWEST
 FF0442'OF A STEEL FENCE CORNER, 57 FEET SOUTH-SOUTHEAST OF A POWER
 FF0442'POLE, 224 FEET EAST OF THE EAST RAIL OF A ILLINOIS CENTRAL
 FF0442'RAILROAD SPUR TRACK AND 332 FEET EAST OF THE CENTERLINE OF
 FF0442'A PAVED ROAD.  THE PIPE IS 5 INCHES UNDERGROUND AND THE
 FF0442'DISK IS STAMPED P-12-52-11.
 FF0442'
 FF0442'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF THE CENTERLINE OF
 FF0442'A PAVED STREET AND 5 FEET WEST OF A 12-INCH ELM TREE.  THE
 FF0442'MONUMENT IS FLUSH AND THE DISK IS STAMPED RIVERSIDE 1957.
 FF0442'
 FF0442'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF0442
 FF0442                          STATION RECOVERY (1959)
 FF0442
 FF0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0442'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 FF0442'FOUND IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE.
 FF0442
 FF0442                          STATION RECOVERY (1959)
 FF0442
 FF0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0442'AT MEMPHIS.
 FF0442'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE BLVD.
 FF0442'AND SOUTH PARKWAY WEST, LOCATED AT THE NORTHEAST CORNER OF
 FF0442'RIVERSIDE PARK, GO WEST ON SOUTH PARKWAY WEST FOR 0.25 MILE TO
 FF0442'A SIDE STREET LEFT.  TURN LEFT AND GO SOUTH ON A PAVED STREET
 FF0442'ALONG THE EAST SIDE OF LAKE MC KELLAR FOR 0.3 MILE TO THE STATION.
 FF0442'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FF0442'SET FLUSH WITH THE GROUND AND IS 47 FEET NORTHEAST OF THE
 FF0442'CENTER OF A PAVED STREET, 55 FEET SOUTH OF AN 18-INCH ELM TREE,
 FF0442'165 FEET WEST OF THE WEST SIDE OF RIVERSIDE NORTH PAVILION AND
 FF0442'111 FEET EAST OF THE EAST BANK OF LAKE MC KELLAR.  IT IS ABOUT 1
 FF0442'MILE NORTH OF OUTER 1959.
 FF0442
 FF0442                          STATION RECOVERY (2002)
 FF0442
 FF0442'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0442'FOUND MASS OF CONCRETE ABOUT 6 IN BELOW GROUND. NO SIGN OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0441 ***********************************************************************
 FF0441  DESIGNATION -  RIVERSIDE RM 1
 FF0441  PID         -  FF0441
 FF0441  STATE/COUNTY-  TN/SHELBY
 FF0441  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0441
 FF0441                         *CURRENT SURVEY CONTROL
 FF0441  ___________________________________________________________________
 FF0441* NAD 83(1986)-  35 06 15.     (N)    090 04 48.     (W)     SCALED    
 FF0441* NAVD 88     -        90.780  (meters)     297.83   (feet)  ADJUSTED  
 FF0441  ___________________________________________________________________
 FF0441  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0441  DYNAMIC HT  -          90.698 (meters)     297.56  (feet)  COMP
 FF0441  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FF0441
 FF0441  VERT ORDER  -  SECOND    CLASS 0
 FF0441
 FF0441.The horizontal coordinates were scaled from a topographic map and have
 FF0441.an estimated accuracy of +/- 6 seconds.
 FF0441
 FF0441.The orthometric height was determined by differential leveling
 FF0441.and adjusted by the National Geodetic Survey in June 1991..
 FF0441
 FF0441.The geoid height was determined by GEOID03.
 FF0441
 FF0441.The dynamic height is computed by dividing the NAVD 88
 FF0441.geopotential number by the normal gravity value computed on the
 FF0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0441.degrees latitude (g = 980.6199 gals.).
 FF0441
 FF0441.The modeled gravity was interpolated from observed gravity values.
 FF0441
 FF0441;                    North         East    Units  Estimated Accuracy
 FF0441;SPC TN       -    93,280.      228,110.      MT  (+/- 180 meters Scaled)
 FF0441
 FF0441                          SUPERSEDED SURVEY CONTROL
 FF0441
 FF0441  NGVD 29 (??/??/??)   90.746  (m)          297.72   (f) ADJUSTED    2 0
 FF0441
 FF0441.Superseded values are not recommended for survey control.
 FF0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0441.See file dsdata.txt to determine how the superseded data were derived.
 FF0441
 FF0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU661884(NAD 83)
 FF0441_MARKER: DR = REFERENCE MARK DISK
 FF0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0441_STAMPING: RIVERSIDE NO 1 1957
 FF0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0441+STABILITY: SURFACE MOTION
 FF0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0441+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0441
 FF0441  HISTORY     - Date     Condition        Report By
 FF0441  HISTORY     - 1957     MONUMENTED       CGS
 FF0441  HISTORY     - 1959     GOOD             CGS
 FF0441  HISTORY     - 20021028 GOOD             USACE
 FF0441
 FF0441                          STATION DESCRIPTION
 FF0441
 FF0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0441'AT MEMPHIS.
 FF0441'THE MARK IS LOCATED AT THE RIVERSIDE 1957 STATION SITE, SET IN
 FF0441'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 FF0441'THE SURROUNDING SURFACE.  IT IS 105.1 FEET SOUTHEAST OF THE
 FF0441'STATION MARK, 13 FEET NORTH-NORTHWEST OF THE CENTER OF A PRIVATE
 FF0441'DRIVEWAY, 27 FEET SOUTHWEST OF THE CENTER OF A PAVED STREET.
 FF0441
 FF0441                          STATION RECOVERY (2002)
 FF0441
 FF0441'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0443 ***********************************************************************
 FF0443  DESIGNATION -  RIVERSIDE RM 2
 FF0443  PID         -  FF0443
 FF0443  STATE/COUNTY-  TN/SHELBY
 FF0443  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0443
 FF0443                         *CURRENT SURVEY CONTROL
 FF0443  ___________________________________________________________________
 FF0443* NAD 83(1986)-  35 06 15.     (N)    090 04 47.     (W)     SCALED    
 FF0443* NAVD 88     -        91.582  (meters)     300.47   (feet)  ADJUSTED  
 FF0443  ___________________________________________________________________
 FF0443  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0443  DYNAMIC HT  -          91.499 (meters)     300.19  (feet)  COMP
 FF0443  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FF0443
 FF0443  VERT ORDER  -  SECOND    CLASS 0
 FF0443
 FF0443.The horizontal coordinates were scaled from a topographic map and have
 FF0443.an estimated accuracy of +/- 6 seconds.
 FF0443
 FF0443.The orthometric height was determined by differential leveling
 FF0443.and adjusted by the National Geodetic Survey in June 1991..
 FF0443
 FF0443.The geoid height was determined by GEOID03.
 FF0443
 FF0443.The dynamic height is computed by dividing the NAVD 88
 FF0443.geopotential number by the normal gravity value computed on the
 FF0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0443.degrees latitude (g = 980.6199 gals.).
 FF0443
 FF0443.The modeled gravity was interpolated from observed gravity values.
 FF0443
 FF0443;                    North         East    Units  Estimated Accuracy
 FF0443;SPC TN       -    93,280.      228,140.      MT  (+/- 180 meters Scaled)
 FF0443
 FF0443                          SUPERSEDED SURVEY CONTROL
 FF0443
 FF0443  NGVD 29 (??/??/??)   91.548  (m)          300.35   (f) ADJUSTED    2 0
 FF0443
 FF0443.Superseded values are not recommended for survey control.
 FF0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0443.See file dsdata.txt to determine how the superseded data were derived.
 FF0443
 FF0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU661884(NAD 83)
 FF0443_MARKER: DR = REFERENCE MARK DISK
 FF0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0443_STAMPING: RIVERSIDE NO 2 1957
 FF0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0443+STABILITY: SURFACE MOTION
 FF0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0443+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0443
 FF0443  HISTORY     - Date     Condition        Report By
 FF0443  HISTORY     - 1957     MONUMENTED       CGS
 FF0443  HISTORY     - 1959     GOOD             CGS
 FF0443  HISTORY     - 20021028 GOOD             USACE
 FF0443
 FF0443                          STATION DESCRIPTION
 FF0443
 FF0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0443'AT MEMPHIS.
 FF0443'THE MARK IS LOCATED AT THE RIVERSIDE 1957 STATION SITE, SET IN
 FF0443'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FF0443'THE SURROUNDING SURFACE.  IT IS 96.5 FEET SOUTHWEST OF THE
 FF0443'STATION MARK, 42 FEET WEST OF THE CENTER OF A PAVED STREET,
 FF0443'51 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BUILDING
 FF0443'AND 5 FEET EAST OF THE EAST BANK OF LAKE MC KELLAR.
 FF0443
 FF0443                          STATION RECOVERY (2002)
 FF0443
 FF0443'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0443'DISTANE BETWEEN RM 1 AND RM 2 IS 137.0 FT AT A COMPASS AZ OF 301.0
 FF0443'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0903 ***********************************************************************
 FC0903  SACS        -  This is a Secondary Airport Control Station.
 FC0903  DESIGNATION -  RKW AP STA A
 FC0903  PID         -  FC0903
 FC0903  STATE/COUNTY-  TN/CUMBERLAND
 FC0903  USGS QUAD   -  CARDIFF (1990)
 FC0903
 FC0903                         *CURRENT SURVEY CONTROL
 FC0903  ___________________________________________________________________
 FC0903* NAD 83(1995)-  35 55 00.28810(N)    084 41 41.03075(W)     ADJUSTED  
 FC0903* NAVD 88     -       504.623  (meters)    1655.58   (feet)  ADJUSTED  
 FC0903  ___________________________________________________________________
 FC0903  X           -     478,196.510 (meters)                     COMP
 FC0903  Y           -  -5,149,652.723 (meters)                     COMP
 FC0903  Z           -   3,720,992.919 (meters)                     COMP
 FC0903  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 FC0903  ELLIP HEIGHT-         474.92  (meters)          (01/28/03) GPS OBS
 FC0903  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC0903  DYNAMIC HT  -         504.153 (meters)    1654.04  (feet)  COMP
 FC0903  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FC0903
 FC0903  HORZ ORDER  -  FIRST
 FC0903  VERT ORDER  -  SECOND    CLASS 0
 FC0903  ELLP ORDER  -  FIRST     CLASS I
 FC0903
 FC0903.This mark is at Rockwood Airport (RKW)
 FC0903
 FC0903.The horizontal coordinates were established by GPS observations
 FC0903.and adjusted by the National Geodetic Survey in January 2003..
 FC0903
 FC0903.The orthometric height was determined by differential leveling
 FC0903.and adjusted by the National Geodetic Survey in June 1991..
 FC0903
 FC0903.Photographs are available for this station.
 FC0903
 FC0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0903
 FC0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0903
 FC0903.The ellipsoidal height was determined by GPS observations
 FC0903.and is referenced to NAD 83.
 FC0903
 FC0903.The geoid height was determined by GEOID03.
 FC0903
 FC0903.The dynamic height is computed by dividing the NAVD 88
 FC0903.geopotential number by the normal gravity value computed on the
 FC0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0903.degrees latitude (g = 980.6199 gals.).
 FC0903
 FC0903.The modeled gravity was interpolated from observed gravity values.
 FC0903
 FC0903;                    North         East     Units Scale Factor Converg.
 FC0903;SPC TN       -   176,463.835   717,802.011   MT  0.99994944   +0 45 51.0
 FC0903;SPC TN       -   578,948.43  2,354,988.76   sFT  0.99994944   +0 45 51.0
 FC0903;UTM  16      - 3,977,169.934   708,004.243   MT  1.00013315   +1 21 10.0
 FC0903
 FC0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0903!SPC TN       -   0.99992547  x   0.99994944  =   0.99987491
 FC0903!UTM  16      -   0.99992547  x   1.00013315  =   1.00005861
 FC0903
 FC0903:                Primary Azimuth Mark                     Grid Az
 FC0903:SPC TN       -  RKW ARP                                  037 18 12.5
 FC0903:UTM  16      -  RKW ARP                                  036 42 53.5
 FC0903
 FC0903|---------------------------------------------------------------------|
 FC0903| PID    Reference Object                     Distance      Geod. Az  |
 FC0903|                                                           dddmmss.s |
 FC0903| AB9823 RKW ARP                             APPROX. 0.8 KM 0380403.5 |
 FC0903|---------------------------------------------------------------------|
 FC0903
 FC0903                          SUPERSEDED SURVEY CONTROL
 FC0903
 FC0903  NAVD 88 (01/28/03)  504.62   (m)         1655.6    (f) LEVELING    3  
 FC0903  NGVD 29 (??/??/92)  504.724  (m)         1655.92   (f) ADJ UNCH    2 0
 FC0903
 FC0903.Superseded values are not recommended for survey control.
 FC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0903.See file dsdata.txt to determine how the superseded data were derived.
 FC0903
 FC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0800477170(NAD 83)
 FC0903_MARKER: DT = TOPOGRAPHIC STATION DISK
 FC0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0903_STAMPING: AP 1967 STATION A
 FC0903_MARK LOGO: CGS   
 FC0903_PROJECTION: FLUSH
 FC0903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0903+STABILITY: SURFACE MOTION
 FC0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0903+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 FC0903
 FC0903  HISTORY     - Date     Condition        Report By
 FC0903  HISTORY     - 1967     MONUMENTED       CGS
 FC0903  HISTORY     - 1972     GOOD             TVA
 FC0903  HISTORY     - 20020207 GOOD             NGS
 FC0903  HISTORY     - 20020207 GOOD             NGS
 FC0903  HISTORY     - 20060304 GOOD             CAS
 FC0903
 FC0903                          STATION DESCRIPTION
 FC0903
 FC0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0903'3 MI N FROM ROCKWOOD.
 FC0903'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.,
 FC0903'FOR 0.6 MILE, THEN TURN RIGHT ON SPRING ST., AND GO .75 MILE TO
 FC0903'INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE LEFT
 FC0903'FORK (NORTHWEST) 1.25 MILES TO FORK, TURN RIGHT (NORTH) 1.15
 FC0903'MILES TO CROSSROAD GO RIGHT 0.3 MILES TO AIRPORT AND STATION
 FC0903'SITE.  THE STATION IS 150 FT. SOUTHEAST OF THE CENTERLINE OF
 FC0903'RUNWAY END 4 AND ADJACENT TO THE END, 91.4 FT. SOUTHEAST OF
 FC0903'THRESHOLD LIGHT NUMBER 7, 177 FT. SOUTH OF RUNWAY LIGHT NUMBER 9.
 FC0903
 FC0903                          STATION RECOVERY (1972)
 FC0903
 FC0903'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0903'RECOVERED IN GOOD CONDITION.
 FC0903
 FC0903                          STATION RECOVERY (2002)
 FC0903
 FC0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC0903'THIS STATION IS ABOUT 3 MILES NORTHWEST OF THE TOWN OF ROCKWOOD, TN.
 FC0903'AT THE ROCKWOOD
 FC0903'MUNICIPAL AIRPORT SOUTHEAST OF AND ON LINE WITH RUNWAY END 4.
 FC0903'OWNERSHIP IS THE TOWN OF ROCKWOOD, P.O. BOX 4, ROCKWOOD, TN. 37854.
 FC0903'CONTACT AIRPORT
 FC0903'MANAGER JEFF DIETZ BEFORE ACCESSING AIRCRAFT MOVEMENT AREA.  PHONE
 FC0903'(865) 354 3023.
 FC0903' 
 FC0903'TO REACH THE STATION FROM INTERSTATE 40 AND THE AIRPORT OVERPASS FOR
 FC0903'INTERSTATE 40, GO
 FC0903'NORTHEASTERLY ON AIRPORT ROAD FOR 1.4 MILES TO AIRPORT ENTRANCE ROAD
 FC0903'ON RIGHT.  TURN
 FC0903'RIGHT, SOUTHEAST FOR 0.3 MILES TO PARKING AREA AND GATE ON RIGHT.
 FC0903'CONTINUE AHEAD
 FC0903'NORTHEAST THROUGH THE GATE ON PAVED ACCESS ROAD FOR 0.05 MILES TO
 FC0903'AIRCRAFT PARKING
 FC0903'APRON.  TURN RIGHT, SOUTHEAST ACROSS APRON FOR 0.1 MILES TO ACCESS
 FC0903'TAXIWAY TO RUNWAY
 FC0903'END 4.  CONTINUE SOUTHEAST ON TAXIWAY FOR 0.1 MILES TO AND ACROSS
 FC0903'RUNWAY END 4 AND THE
 FC0903'STATION STRAIGHT AHEAD.
 FC0903' 
 FC0903'THE STATION IS A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 100.5
 FC0903'FEET (30.6 METERS)
 FC0903'SOUTHEAST OF THE SOUTH CORNER OF THE RUNWAY END, 90.5 FEET (27.6
 FC0903'METERS) SOUTHEAST OF
 FC0903'THE OUTER RUNWAY END LIGHT, 33.5 FEET (10.2 METERS) EAST OF ODAL
 FC0903'LIGHT, AND 59.0 FEET (17.9
 FC0903'METERS) NORTHWEST OF TREE AND DROP OFF.
 FC0903'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 FC0903' 
 FC0903'
 FC0903
 FC0903                          STATION RECOVERY (2002)
 FC0903
 FC0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC0903'RECOVERED AS DESCRIBED.
 FC0903
 FC0903                          STATION RECOVERY (2006)
 FC0903
 FC0903'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB9822 ***********************************************************************
 AB9822  SACS        -  This is a Secondary Airport Control Station.
 AB9822  DESIGNATION -  RKW AP STA B
 AB9822  PID         -  AB9822
 AB9822  STATE/COUNTY-  TN/CUMBERLAND
 AB9822  USGS QUAD   -  CARDIFF (1990)
 AB9822
 AB9822                         *CURRENT SURVEY CONTROL
 AB9822  ___________________________________________________________________
 AB9822* NAD 83(1995)-  35 55 38.62000(N)    084 41 02.57194(W)     ADJUSTED  
 AB9822* NAVD 88     -       495.69   (meters)    1626.3    (feet)  GPS OBS   
 AB9822  ___________________________________________________________________
 AB9822  X           -     479,091.781 (meters)                     COMP
 AB9822  Y           -  -5,148,866.073 (meters)                     COMP
 AB9822  Z           -   3,721,944.512 (meters)                     COMP
 AB9822  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 AB9822  ELLIP HEIGHT-         466.00  (meters)          (01/28/03) GPS OBS
 AB9822  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AB9822
 AB9822  HORZ ORDER  -  FIRST
 AB9822  ELLP ORDER  -  THIRD     CLASS I
 AB9822
 AB9822.This mark is at Rockwood Airport (RKW)
 AB9822
 AB9822.The horizontal coordinates were established by GPS observations
 AB9822.and adjusted by the National Geodetic Survey in January 2003..
 AB9822
 AB9822.The orthometric height was determined by GPS observations and a
 AB9822.high-resolution geoid model.
 AB9822
 AB9822.GPS derived orthometric heights for airport stations designated as
 AB9822.PACS or SACS are published to 2 decimal places.  This maintains
 AB9822.centimeter relative accuracy between the PACS and SACS.  It does
 AB9822.not indicate centimeter accuracy relative to other marks which are
 AB9822.part of the NAVD 88 network.
 AB9822
 AB9822.Photographs are available for this station.
 AB9822
 AB9822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9822
 AB9822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9822
 AB9822.The ellipsoidal height was determined by GPS observations
 AB9822.and is referenced to NAD 83.
 AB9822
 AB9822.The geoid height was determined by GEOID03.
 AB9822
 AB9822;                    North         East     Units Scale Factor Converg.
 AB9822;SPC TN       -   177,658.029   718,750.222   MT  0.99994972   +0 46 13.5
 AB9822;SPC TN       -   582,866.38  2,358,099.69   sFT  0.99994972   +0 46 13.5
 AB9822;UTM  16      - 3,978,374.032   708,940.305   MT  1.00013796   +1 21 33.8
 AB9822
 AB9822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9822!SPC TN       -   0.99992687  x   0.99994972  =   0.99987659
 AB9822!UTM  16      -   0.99992687  x   1.00013796  =   1.00006482
 AB9822
 AB9822:                Primary Azimuth Mark                     Grid Az
 AB9822:SPC TN       -  RKW ARP                                  219 35 58.8
 AB9822:UTM  16      -  RKW ARP                                  219 00 38.5
 AB9822
 AB9822|---------------------------------------------------------------------|
 AB9822| PID    Reference Object                     Distance      Geod. Az  |
 AB9822|                                                           dddmmss.s |
 AB9822| AB9823 RKW ARP                             APPROX. 0.8 KM 2202212.3 |
 AB9822|---------------------------------------------------------------------|
 AB9822
 AB9822                          SUPERSEDED SURVEY CONTROL
 AB9822
 AB9822.No superseded survey control is available for this station.
 AB9822
 AB9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0894078374(NAD 83)
 AB9822_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB9822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9822_STAMPING: AP 1967 STA B
 AB9822_MARK LOGO: CGS   
 AB9822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9822+STABILITY: SURFACE MOTION
 AB9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9822+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AB9822
 AB9822  HISTORY     - Date     Condition        Report By
 AB9822  HISTORY     - 1967     MONUMENTED       CGS
 AB9822  HISTORY     - 20020207 GOOD             NGS
 AB9822  HISTORY     - 20060304 GOOD             CAS
 AB9822
 AB9822                          STATION DESCRIPTION
 AB9822
 AB9822'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ETO)
 AB9822'STATION IS 150 FEET (45.7 M) SOUTHEAST OF AND ADJACENT TO RUNWAY END
 AB9822'22, 204.2 FEET (62.2 M) EAST OF THE FIRST RUNWAY LIGHT, 91.9 FEET
 AB9822'(28.0 M) SOUTHEAST OF THE SOUTHEASTERLY THRESHOLD LIGHT.  A STANDARD
 AB9822'TOPOGRAPHIC DISK SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB9822'GROUND AND STAMPED AP 1967 STA B.
 AB9822
 AB9822                          STATION RECOVERY (2002)
 AB9822
 AB9822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AB9822'THIS STATION IS ABOUT 3 MILES NORTHWEST OF THE TOWN OF ROCKWOOD, TN.
 AB9822'IT IS LOCATED AT
 AB9822'THE ROCKWOOD MUNICIPAL AIRPORT(RKW), NORTHEAST  OF AND ON LINE WITH
 AB9822'RUNWAY END 22.
 AB9822'OWNERSHIP IS THE TOWN OF ROCKWOOD,P.O. BOX 4,  ROCKWOOD, TN.  37854.
 AB9822'CONTACK AIRPORT
 AB9822'MANAGER  JEFF DIETZ.  BEFORE ACCESSING AIRPORT MOVEMENT  AREA.  PHONE
 AB9822'(865) 354-3023.
 AB9822' 
 AB9822'TO REACH THIS STATION FROM INTERSTATE 40 AND THE AIRPORT ROAD OVERPASS
 AB9822'FOR
 AB9822'INTERSTATE 40, GO NORTHEASTERLY ON AIRPORT ROAD FOR 1.4 MILES TO
 AB9822'AIRPORT ENTRANCE
 AB9822'ROAD ON RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.3 MILES TO PARKING AREA
 AB9822'AND GATE ON RIGHT.
 AB9822'CONTINUE AHEAD, NORTHEAST, THROUGH THE GATE ON PAVED ACCESS ROAD FOR
 AB9822'0.05 MILES TO
 AB9822'AIRCRAFT PARKING APRON.  TURN RIGHT, SOUTHEAST, ACROSS APRON FOR 0.1
 AB9822'MILES TO ACCESS
 AB9822'TAXIWAY FOR  RUNWAY END 4.  CONTINUE SOUTHEAST ON TAXIWAY FOR 0.1
 AB9822'MILES TO  RUNWAY
 AB9822'END 4.  PASS AROUND THE RUNWAY END, THEN TURN LEFT, NORTHEAST, ALONG
 AB9822'THE RUNWAY  FOR
 AB9822'0.95 MILES TO STATION IN THE GRASS AREA ON THE  RIGHT.
 AB9822' 
 AB9822'THE STATION IS A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS ON
 AB9822'LINE WITH THE END OF
 AB9822'THE RUNWAY 22 AND IS 100.3 FEET (30.5 METERS) SOUTHEAST OF EAST CORNER
 AB9822'OF RUNWAY, 91.3
 AB9822'FEET (27.85 METERS) SOUTHEAST OF THE OUTSIDE RUNWAY END LIGHT, 26.8
 AB9822'FEET ( 8.2 METERS)
 AB9822'SOUTH SOUTHEAST  OF ODAL LIGHT,  55.0 FEET (16.7 METERS) NORTHWEST OF
 AB9822'TREE LINE.
 AB9822'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AB9822' 
 AB9822' 
 AB9822' 
 AB9822' 
 AB9822'
 AB9822
 AB9822                          STATION RECOVERY (2006)
 AB9822
 AB9822'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 AB9822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB9823 ***********************************************************************
 AB9823  PACS        -  This is a Primary Airport Control Station.
 AB9823  DESIGNATION -  RKW ARP
 AB9823  PID         -  AB9823
 AB9823  STATE/COUNTY-  TN/CUMBERLAND
 AB9823  USGS QUAD   -  CARDIFF (1990)
 AB9823
 AB9823                         *CURRENT SURVEY CONTROL
 AB9823  ___________________________________________________________________
 AB9823* NAD 83(1995)-  35 55 19.79117(N)    084 41 22.25154(W)     ADJUSTED  
 AB9823* NAVD 88     -       505.12   (meters)    1657.2    (feet)  GPS OBS   
 AB9823  ___________________________________________________________________
 AB9823  X           -     478,632.750 (meters)                     COMP
 AB9823  Y           -  -5,149,258.413 (meters)                     COMP
 AB9823  Z           -   3,721,480.056 (meters)                     COMP
 AB9823  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 AB9823  ELLIP HEIGHT-         475.42  (meters)          (01/28/03) GPS OBS
 AB9823  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AB9823
 AB9823  HORZ ORDER  -  B
 AB9823  ELLP ORDER  -  FIRST     CLASS I
 AB9823
 AB9823.This mark is at Rockwood Airport (RKW)
 AB9823
 AB9823.The horizontal coordinates were established by GPS observations
 AB9823.and adjusted by the National Geodetic Survey in January 2003..
 AB9823
 AB9823.The orthometric height was determined by GPS observations and a
 AB9823.high-resolution geoid model.
 AB9823
 AB9823.GPS derived orthometric heights for airport stations designated as
 AB9823.PACS or SACS are published to 2 decimal places.  This maintains
 AB9823.centimeter relative accuracy between the PACS and SACS.  It does
 AB9823.not indicate centimeter accuracy relative to other marks which are
 AB9823.part of the NAVD 88 network.
 AB9823
 AB9823.Photographs are available for this station.
 AB9823
 AB9823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9823
 AB9823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9823
 AB9823.The ellipsoidal height was determined by GPS observations
 AB9823.and is referenced to NAD 83.
 AB9823
 AB9823.The geoid height was determined by GEOID03.
 AB9823
 AB9823;                    North         East     Units Scale Factor Converg.
 AB9823;SPC TN       -   177,071.157   718,264.725   MT  0.99994958   +0 46 02.0
 AB9823;SPC TN       -   580,940.95  2,356,506.85   sFT  0.99994958   +0 46 02.0
 AB9823;UTM  16      - 3,977,782.091   708,460.776   MT  1.00013550   +1 21 21.7
 AB9823
 AB9823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9823!SPC TN       -   0.99992539  x   0.99994958  =   0.99987497
 AB9823!UTM  16      -   0.99992539  x   1.00013550  =   1.00006088
 AB9823
 AB9823:                Primary Azimuth Mark                     Grid Az
 AB9823:SPC TN       -  RKW AP STA B                             039 35 58.7
 AB9823:UTM  16      -  RKW AP STA B                             039 00 39.0
 AB9823
 AB9823|---------------------------------------------------------------------|
 AB9823| PID    Reference Object                     Distance      Geod. Az  |
 AB9823|                                                           dddmmss.s |
 AB9823| AB9822 RKW AP STA B                        APPROX. 0.8 KM 0402200.7 |
 AB9823| FC0903 RKW AP STA A                        APPROX. 0.8 KM 2180414.5 |
 AB9823|---------------------------------------------------------------------|
 AB9823
 AB9823                          SUPERSEDED SURVEY CONTROL
 AB9823
 AB9823.No superseded survey control is available for this station.
 AB9823
 AB9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0846177782(NAD 83)
 AB9823_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB9823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9823_STAMPING: ARP 1967
 AB9823_MARK LOGO: CGS   
 AB9823_PROJECTION: FLUSH
 AB9823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9823+STABILITY: SURFACE MOTION
 AB9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9823+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AB9823
 AB9823  HISTORY     - Date     Condition        Report By
 AB9823  HISTORY     - 1967     MONUMENTED       CGS
 AB9823  HISTORY     - 20020207 GOOD             NGS
 AB9823  HISTORY     - 20020207 GOOD             NGS
 AB9823  HISTORY     - 20060304 GOOD             CAS
 AB9823
 AB9823                          STATION DESCRIPTION
 AB9823
 AB9823'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ETO)
 AB9823'STATION IS 100.3 FEET (30.6 M) SOUTHEAST OF CENTERLINE OF RUNWAY 4-22,
 AB9823'173.9 FEET (53.0 M) SOUTH OF RUNWAY LIGHT 35, 47.1 FEET (14.4 M) EAST
 AB9823'OF RUNWAY LIGHT 33.  A STANDARD TOPOGRAPHIC DISK SET IN A ROUND
 AB9823'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1967.
 AB9823
 AB9823                          STATION RECOVERY (2002)
 AB9823
 AB9823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AB9823'THIS STATION IS ABOUT 3 MILES NORTHWEST OF THE TOWN OF ROCKWOOD, TN.
 AB9823'IT IS  LOCATED AT
 AB9823'THE ROCKWOOD MUNICIPAL AIRPORT(RKW), MIDFIELD AND SOUTHEAST OF RUNWAY
 AB9823'4-22.
 AB9823'OWNERSHIP IS THE TOWN OF ROCKWOOD,P.O. BOX 4,  ROCKWOOD, TN.  37854.
 AB9823'CONTACT AIRPORT
 AB9823'MANAGER JEFF DIETZ BEFORE ACCESSING AIRCRAFT MOVEMENT AREA.   PHONE
 AB9823'(865) 354-3023.
 AB9823' 
 AB9823'TO REACH THIS STATION FROM INTERSTATE 40 AND THE AIRPORT ROAD OVERPASS
 AB9823'FOR
 AB9823'INTERSTATE 40, GO NORTHEASTERLY ON AIRPORT ROAD FOR 1.4 MILES TO
 AB9823'AIRPORT ENTRANCE
 AB9823'ROAD ON RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.3 MILES TO PARKING AREA
 AB9823'AND GATE ON RIGHT.
 AB9823'CONTINUE AHEAD, NORTHEAST, THROUGH THE GATE ON PAVED ACCESS ROAD FOR
 AB9823'0.05 MILES TO
 AB9823'AIRCRAFT PARKING APRON.  TURN RIGHT, SOUTHEAST, ACROSS APRON FOR 0.1
 AB9823'MILES ACCESS
 AB9823'TAXIWAY TO RUNWAY END 4.  PASS AROUND THE RUNWAY END,TURN LEFT,
 AB9823'NORTHEAST, ALONG
 AB9823'RUNWAY  FOR 0.5 MILES TO STATION IN GRASS AREA ON RIGHT.
 AB9823' 
 AB9823'THIS STATION IS A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 50.0
 AB9823'FEET (15.2 METERS)
 AB9823'SOUTHEAST OF THE EDGE OF THE RUNWAY.  43.9 FEET (13.35 METERS) EAST OF
 AB9823'RUNWAY LIGHT, 180
 AB9823'FEET (54.8 METERS) SOUTH OF TAXIWAY LIGHT WITH 2 FOOT ROUND CONCRETE
 AB9823'BASE, 103 FEET (31.3
 AB9823'METERS) NORTHWEST OF TREE LINE.
 AB9823'THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AB9823' 
 AB9823' 
 AB9823' 
 AB9823' 
 AB9823'
 AB9823
 AB9823                          STATION RECOVERY (2002)
 AB9823
 AB9823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AB9823'RECOVERED AS DESCRIBED.
 AB9823
 AB9823                          STATION RECOVERY (2006)
 AB9823
 AB9823'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 AB9823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0714 ***********************************************************************
 GD0714  DESIGNATION -  RLD 22 BOLT
 GD0714  PID         -  GD0714
 GD0714  STATE/COUNTY-  TN/LAKE
 GD0714  USGS QUAD   -  TIPTONVILLE (1981)
 GD0714
 GD0714                         *CURRENT SURVEY CONTROL
 GD0714  ___________________________________________________________________
 GD0714* NAD 83(1986)-  36 26 45.     (N)    089 26 22.     (W)     SCALED    
 GD0714* NAVD 88     -        93.030  (meters)     305.22   (feet)  POSTED    
 GD0714  ___________________________________________________________________
 GD0714  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0714  DYNAMIC HT  -          92.960 (meters)     304.99  (feet)  COMP
 GD0714  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GD0714
 GD0714  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0714
 GD0714.The horizontal coordinates were scaled from a topographic map and have
 GD0714.an estimated accuracy of +/- 6 seconds.
 GD0714
 GD0714.The orthometric height was determined by differential leveling
 GD0714.and adjusted by the National Geodetic Survey in 1992..
 GD0714.No vertical observational check was made to the station.
 GD0714.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0714.was located on a no-check spur therefore a value was not computed.
 GD0714
 GD0714.The geoid height was determined by GEOID03.
 GD0714
 GD0714.The dynamic height is computed by dividing the NAVD 88
 GD0714.geopotential number by the normal gravity value computed on the
 GD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0714.degrees latitude (g = 980.6199 gals.).
 GD0714
 GD0714.The modeled gravity was interpolated from observed gravity values.
 GD0714
 GD0714;                    North         East    Units  Estimated Accuracy
 GD0714;SPC TN       -   239,800.      291,700.      MT  (+/- 180 meters Scaled)
 GD0714
 GD0714                          SUPERSEDED SURVEY CONTROL
 GD0714
 GD0714  NGVD 29 (??/??/??)   92.933  (m)          304.90   (f) ADJUSTED    1 2
 GD0714
 GD0714.Superseded values are not recommended for survey control.
 GD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0714.See file dsdata.txt to determine how the superseded data were derived.
 GD0714
 GD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF813361(NAD 83)
 GD0714_MARKER: B = BOLT
 GD0714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0714_STAMPING: RLD 22 4 10 35
 GD0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0714
 GD0714  HISTORY     - Date     Condition        Report By
 GD0714  HISTORY     - UNK      MONUMENTED       DOD
 GD0714  HISTORY     - 1957     POOR             CGS
 GD0714
 GD0714                          STATION DESCRIPTION
 GD0714
 GD0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0714'2.1 MI E FROM CATES.
 GD0714'ABOUT 2.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0714'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0714'SOUTHWEST END OF A LEVEE, 78 FEET NORTHWEST OF CENTER LINE OF
 GD0714'ROAD, 18 FEET NORTHEAST OF CENTER LINE OF A GRADED ROAD, 44 1/2
 GD0714'FEET SOUTH OF SOUTHEAST CORNER OF A FRAME HOUSE, 95 FEET SOUTHEAST
 GD0714'OF CENTER OF TOP OF LEVEE, 85 FEET SOUTHWEST OF A LONE 30-INCH
 GD0714'MAPLE TREE, ABOUT 6 FEET ABOVE LEVEL OF ROAD AND IS A BOLT UNDER
 GD0714'A U.S.E. PIPE AND CAP PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0713 ***********************************************************************
 GD0713  DESIGNATION -  RLD 22 CAP
 GD0713  PID         -  GD0713
 GD0713  STATE/COUNTY-  TN/LAKE
 GD0713  USGS QUAD   -  TIPTONVILLE (1981)
 GD0713
 GD0713                         *CURRENT SURVEY CONTROL
 GD0713  ___________________________________________________________________
 GD0713* NAD 83(1986)-  36 26 45.     (N)    089 26 22.     (W)     SCALED    
 GD0713* NAVD 88     -        94.244  (meters)     309.20   (feet)  POSTED    
 GD0713  ___________________________________________________________________
 GD0713  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0713  DYNAMIC HT  -          94.170 (meters)     308.96  (feet)  COMP
 GD0713  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GD0713
 GD0713  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GD0713
 GD0713.The horizontal coordinates were scaled from a topographic map and have
 GD0713.an estimated accuracy of +/- 6 seconds.
 GD0713
 GD0713.The orthometric height was determined by differential leveling
 GD0713.and adjusted by the National Geodetic Survey in 1992..
 GD0713.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GD0713.rate of 4.1 thru 8.0 mm/km.
 GD0713
 GD0713.The geoid height was determined by GEOID03.
 GD0713
 GD0713.The dynamic height is computed by dividing the NAVD 88
 GD0713.geopotential number by the normal gravity value computed on the
 GD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0713.degrees latitude (g = 980.6199 gals.).
 GD0713
 GD0713.The modeled gravity was interpolated from observed gravity values.
 GD0713
 GD0713;                    North         East    Units  Estimated Accuracy
 GD0713;SPC TN       -   239,800.      291,700.      MT  (+/- 180 meters Scaled)
 GD0713
 GD0713                          SUPERSEDED SURVEY CONTROL
 GD0713
 GD0713  NGVD 29 (??/??/92)   94.25   (m)          309.2    (f) COMPUTED    2 0
 GD0713
 GD0713.Superseded values are not recommended for survey control.
 GD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0713.See file dsdata.txt to determine how the superseded data were derived.
 GD0713
 GD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF813361(NAD 83)
 GD0713_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0713_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0713_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0713_STAMPING: RLD 22 4 10 35
 GD0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0713
 GD0713  HISTORY     - Date     Condition        Report By
 GD0713  HISTORY     - UNK      MONUMENTED       DOD
 GD0713  HISTORY     - 1957     POOR             CGS
 GD0713
 GD0713                          STATION DESCRIPTION
 GD0713
 GD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0713'2.1 MI E FROM CATES.
 GD0713'ABOUT 2.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0713'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0713'SOUTHWEST END OF A LEVEE, 78 FEET NORTHWEST OF CENTER LINE OF
 GD0713'ROAD, 18 FEET NORTHEAST OF CENTER LINE OF A GRADED ROAD, 44 1/2
 GD0713'FEET SOUTH OF SOUTHEAST CORNER OF A FRAME HOUSE, 95 FEET SOUTHEAST
 GD0713'OF CENTER OF TOP OF LEVEE, 85 FEET SOUTHWEST OF A LONE 30-INCH
 GD0713'MAPLE TREE, ABOUT 6 FEET ABOVE LEVEL OF ROAD.  A U.S.E. PIPE AND CAP
 GD0713'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0715 ***********************************************************************
 GD0715  DESIGNATION -  RLD 22 CAP RESET
 GD0715  PID         -  GD0715
 GD0715  STATE/COUNTY-  TN/LAKE
 GD0715  USGS QUAD   -  TIPTONVILLE (1981)
 GD0715
 GD0715                         *CURRENT SURVEY CONTROL
 GD0715  ___________________________________________________________________
 GD0715* NAD 83(1986)-  36 26 45.     (N)    089 26 22.     (W)     SCALED    
 GD0715* NAVD 88     -        94.237  (meters)     309.18   (feet)  POSTED    
 GD0715  ___________________________________________________________________
 GD0715  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0715  DYNAMIC HT  -          94.160 (meters)     308.92  (feet)  COMP
 GD0715  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 GD0715
 GD0715  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0715
 GD0715.The horizontal coordinates were scaled from a topographic map and have
 GD0715.an estimated accuracy of +/- 6 seconds.
 GD0715
 GD0715.The orthometric height was determined by differential leveling
 GD0715.and adjusted by the National Geodetic Survey in 1992..
 GD0715.No vertical observational check was made to the station.
 GD0715.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0715.was located on a no-check spur therefore a value was not computed.
 GD0715
 GD0715.The geoid height was determined by GEOID03.
 GD0715
 GD0715.The dynamic height is computed by dividing the NAVD 88
 GD0715.geopotential number by the normal gravity value computed on the
 GD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0715.degrees latitude (g = 980.6199 gals.).
 GD0715
 GD0715.The modeled gravity was interpolated from observed gravity values.
 GD0715
 GD0715;                    North         East    Units  Estimated Accuracy
 GD0715;SPC TN       -   239,800.      291,700.      MT  (+/- 180 meters Scaled)
 GD0715
 GD0715                          SUPERSEDED SURVEY CONTROL
 GD0715
 GD0715  NGVD 29 (??/??/??)   94.140  (m)          308.86   (f) ADJUSTED    1 2
 GD0715
 GD0715.Superseded values are not recommended for survey control.
 GD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0715.See file dsdata.txt to determine how the superseded data were derived.
 GD0715
 GD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF813361(NAD 83)
 GD0715_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0715_STAMPING: RLD 22 4 10 35
 GD0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0715
 GD0715  HISTORY     - Date     Condition        Report By
 GD0715  HISTORY     - 1957     MONUMENTED       DOD
 GD0715  HISTORY     - 1957     POOR             CGS
 GD0715  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0715
 GD0715                          STATION DESCRIPTION
 GD0715
 GD0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0715'2.1 MI E FROM CATES.
 GD0715'ABOUT 2.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0715'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0715'SOUTHWEST END OF A LEVEE, 78 FEET NORTHWEST OF CENTER LINE OF
 GD0715'ROAD, 18 FEET NORTHEAST OF CENTER LINE OF A GRADED ROAD, 44 1/2
 GD0715'FEET SOUTH OF SOUTHEAST CORNER OF A FRAME HOUSE, 95 FEET SOUTHEAST
 GD0715'OF CENTER OF TOP OF LEVEE, 85 FEET SOUTHWEST OF A LONE 30-INCH
 GD0715'MAPLE TREE, ABOUT 6 FEET ABOVE LEVEL OF ROAD.  A U.S.E. PIPE AND
 GD0715'CAMP PROJECTING 12 INCHES.
 GD0715
 GD0715                          STATION RECOVERY (2002)
 GD0715
 GD0715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0715'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2071 ***********************************************************************
 FB2071  DESIGNATION -  RM
 FB2071  PID         -  FB2071
 FB2071  STATE/COUNTY-  TN/KNOX
 FB2071  USGS QUAD   -  KNOXVILLE (1978)
 FB2071
 FB2071                         *CURRENT SURVEY CONTROL
 FB2071  ___________________________________________________________________
 FB2071* NAD 83(1986)-  35 56 01.     (N)    083 54 48.     (W)     SCALED    
 FB2071* NAVD 88     -       257.16   (+/-2cm)     843.7    (feet)  VERTCON   
 FB2071  ___________________________________________________________________
 FB2071  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2071
 FB2071  VERT ORDER  -  ? (See Below)
 FB2071
 FB2071.The horizontal coordinates were scaled from a topographic map and have
 FB2071.an estimated accuracy of +/- 6 seconds.
 FB2071
 FB2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2071.The vertical order pertains to the NGVD 29 superseded value.
 FB2071
 FB2071.The geoid height was determined by GEOID03.
 FB2071
 FB2071;                    North         East    Units  Estimated Accuracy
 FB2071;SPC TN       -   179,560.      788,280.      MT  (+/- 180 meters Scaled)
 FB2071
 FB2071                          SUPERSEDED SURVEY CONTROL
 FB2071
 FB2071  NGVD 29 (??/??/92)  257.291  (m)          844.13   (f) ADJ UNCH    ?  
 FB2071
 FB2071.Superseded values are not recommended for survey control.
 FB2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2071.See file dsdata.txt to determine how the superseded data were derived.
 FB2071
 FB2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV371805(NAD 83)
 FB2071_MARKER: N = NAIL
 FB2071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2071_SP_SET: TREE
 FB2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2071
 FB2071  HISTORY     - Date     Condition        Report By
 FB2071  HISTORY     - UNK      MONUMENTED       USGS
 FB2071  HISTORY     - 1936     GOOD             USGS
 FB2071  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2071
 FB2071                          STATION DESCRIPTION
 FB2071
 FB2071'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2071'AT VESTAL.
 FB2071'109 FEET EAST OF BENCH MARK B 1 (USGS) DESCRIBED ABOVE, 104 FEET
 FB2071'NORTHWEST OF A FORK IN THE ROAD, AT A 40-INCH OAK TREE, AND IN
 FB2071'A ROOT ON THE SOUTH SIDE OF THE TREE.  A COPPER NAIL AND WASHER.
 FB2071
 FB2071                          STATION RECOVERY (2001)
 FB2071
 FB2071'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2081 ***********************************************************************
 FB2081  DESIGNATION -  RM 32
 FB2081  PID         -  FB2081
 FB2081  STATE/COUNTY-  TN/KNOX
 FB2081  USGS QUAD   -  SHOOKS GAP (1987)
 FB2081
 FB2081                         *CURRENT SURVEY CONTROL
 FB2081  ___________________________________________________________________
 FB2081* NAD 83(1986)-  35 57 04.     (N)    083 51 57.     (W)     SCALED    
 FB2081* NAVD 88     -       252.88   (+/-2cm)     829.7    (feet)  VERTCON   
 FB2081  ___________________________________________________________________
 FB2081  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2081
 FB2081  VERT ORDER  -  ? (See Below)
 FB2081
 FB2081.The horizontal coordinates were scaled from a topographic map and have
 FB2081.an estimated accuracy of +/- 6 seconds.
 FB2081
 FB2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2081.The vertical order pertains to the NGVD 29 superseded value.
 FB2081
 FB2081.The geoid height was determined by GEOID03.
 FB2081
 FB2081;                    North         East    Units  Estimated Accuracy
 FB2081;SPC TN       -   181,590.      792,520.      MT  (+/- 180 meters Scaled)
 FB2081
 FB2081                          SUPERSEDED SURVEY CONTROL
 FB2081
 FB2081  NGVD 29 (??/??/92)  253.021  (m)          830.12   (f) ADJ UNCH    ?  
 FB2081
 FB2081.Superseded values are not recommended for survey control.
 FB2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2081.See file dsdata.txt to determine how the superseded data were derived.
 FB2081
 FB2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV415823(NAD 83)
 FB2081_MARKER: Q = CHISELED SQUARE
 FB2081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2081_SP_SET: BRIDGE
 FB2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2081
 FB2081  HISTORY     - Date     Condition        Report By
 FB2081  HISTORY     - UNK      MONUMENTED       USGS
 FB2081  HISTORY     - 1936     GOOD             USGS
 FB2081
 FB2081                          STATION DESCRIPTION
 FB2081
 FB2081'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2081'AT KNOXVILLE.
 FB2081'283 FEET SOUTHEAST OF BENCH MARK TT 32 SH (USGS) DESCRIBED ABOVE,
 FB2081'105 FEET SOUTHEAST OF A RAILROAD CROSSING, AT A CONCRETE BRIDGE
 FB2081'ON ISLAND HOME PIKE, AND ON THE TOP OF THE EAST WING WALL OF THE
 FB2081'NORTH ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2089 ***********************************************************************
 FB2089  DESIGNATION -  RM 33
 FB2089  PID         -  FB2089
 FB2089  STATE/COUNTY-  TN/KNOX
 FB2089  USGS QUAD   -  SHOOKS GAP (1987)
 FB2089
 FB2089                         *CURRENT SURVEY CONTROL
 FB2089  ___________________________________________________________________
 FB2089* NAD 83(1986)-  35 56 04.     (N)    083 49 57.     (W)     SCALED    
 FB2089* NAVD 88     -       256.38   (+/-2cm)     841.1    (feet)  VERTCON   
 FB2089  ___________________________________________________________________
 FB2089  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB2089
 FB2089  VERT ORDER  -  ? (See Below)
 FB2089
 FB2089.The horizontal coordinates were scaled from a topographic map and have
 FB2089.an estimated accuracy of +/- 6 seconds.
 FB2089
 FB2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2089.The vertical order pertains to the NGVD 29 superseded value.
 FB2089
 FB2089.The geoid height was determined by GEOID03.
 FB2089
 FB2089;                    North         East    Units  Estimated Accuracy
 FB2089;SPC TN       -   179,810.      795,570.      MT  (+/- 180 meters Scaled)
 FB2089
 FB2089                          SUPERSEDED SURVEY CONTROL
 FB2089
 FB2089  NGVD 29 (??/??/92)  256.517  (m)          841.59   (f) ADJ UNCH    ?  
 FB2089
 FB2089.Superseded values are not recommended for survey control.
 FB2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2089.See file dsdata.txt to determine how the superseded data were derived.
 FB2089
 FB2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV444803(NAD 83)
 FB2089_MARKER: Q = CHISELED SQUARE
 FB2089_SETTING: 66 = SET IN ROCK OUTCROP
 FB2089_SP_SET: ROCK LEDGE
 FB2089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2089+STABILITY: POSITION/ELEVATION WELL
 FB2089
 FB2089  HISTORY     - Date     Condition        Report By
 FB2089  HISTORY     - UNK      MONUMENTED       USGS
 FB2089  HISTORY     - 1936     GOOD             USGS
 FB2089
 FB2089                          STATION DESCRIPTION
 FB2089
 FB2089'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2089'AT KNOXVILLE.
 FB2089'47 FEET SOUTHWEST OF BENCH MARK TT 33 SH (USGS) DESCRIBED ABOVE,
 FB2089'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ON A LONG ROCK
 FB2089'LEDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2074 ***********************************************************************
 FB2074  DESIGNATION -  RM 63
 FB2074  PID         -  FB2074
 FB2074  STATE/COUNTY-  TN/KNOX
 FB2074  USGS QUAD   -  KNOXVILLE (1978)
 FB2074
 FB2074                         *CURRENT SURVEY CONTROL
 FB2074  ___________________________________________________________________
 FB2074* NAD 83(1986)-  35 56 36.     (N)    083 53 55.     (W)     SCALED    
 FB2074* NAVD 88     -       269.77   (+/-2cm)     885.1    (feet)  VERTCON   
 FB2074  ___________________________________________________________________
 FB2074  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2074
 FB2074  VERT ORDER  -  ? (See Below)
 FB2074
 FB2074.The horizontal coordinates were scaled from a topographic map and have
 FB2074.an estimated accuracy of +/- 6 seconds.
 FB2074
 FB2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2074.The vertical order pertains to the NGVD 29 superseded value.
 FB2074
 FB2074.The geoid height was determined by GEOID03.
 FB2074
 FB2074;                    North         East    Units  Estimated Accuracy
 FB2074;SPC TN       -   180,660.      789,580.      MT  (+/- 180 meters Scaled)
 FB2074
 FB2074                          SUPERSEDED SURVEY CONTROL
 FB2074
 FB2074  NGVD 29 (??/??/92)  269.905  (m)          885.51   (f) ADJ UNCH    ?  
 FB2074
 FB2074.Superseded values are not recommended for survey control.
 FB2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2074.See file dsdata.txt to determine how the superseded data were derived.
 FB2074
 FB2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV385815(NAD 83)
 FB2074_MARKER: Q = CHISELED SQUARE
 FB2074_SETTING: 80 = SET IN A BOULDER
 FB2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2074+STABILITY: SURFACE MOTION
 FB2074
 FB2074  HISTORY     - Date     Condition        Report By
 FB2074  HISTORY     - UNK      MONUMENTED       USGS
 FB2074  HISTORY     - 1936     GOOD             USGS
 FB2074
 FB2074                          STATION DESCRIPTION
 FB2074
 FB2074'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2074'AT VESTAL.
 FB2074'132 FEET NORTHEAST OF BENCH MARK GWM 63 (USGS) DESCRIBED ABOVE,
 FB2074'34 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST
 FB2074'OF A FENCE, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2085 ***********************************************************************
 FB2085  DESIGNATION -  RM 64
 FB2085  PID         -  FB2085
 FB2085  STATE/COUNTY-  TN/KNOX
 FB2085  USGS QUAD   -  SHOOKS GAP (1987)
 FB2085
 FB2085                         *CURRENT SURVEY CONTROL
 FB2085  ___________________________________________________________________
 FB2085* NAD 83(1986)-  35 56 13.     (N)    083 51 16.     (W)     SCALED    
 FB2085* NAVD 88     -       263.69   (+/-2cm)     865.1    (feet)  VERTCON   
 FB2085  ___________________________________________________________________
 FB2085  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2085
 FB2085  VERT ORDER  -  ? (See Below)
 FB2085
 FB2085.The horizontal coordinates were scaled from a topographic map and have
 FB2085.an estimated accuracy of +/- 6 seconds.
 FB2085
 FB2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2085.The vertical order pertains to the NGVD 29 superseded value.
 FB2085
 FB2085.The geoid height was determined by GEOID03.
 FB2085
 FB2085;                    North         East    Units  Estimated Accuracy
 FB2085;SPC TN       -   180,040.      793,580.      MT  (+/- 180 meters Scaled)
 FB2085
 FB2085                          SUPERSEDED SURVEY CONTROL
 FB2085
 FB2085  NGVD 29 (??/??/92)  263.825  (m)          865.57   (f) ADJ UNCH    ?  
 FB2085
 FB2085.Superseded values are not recommended for survey control.
 FB2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2085.See file dsdata.txt to determine how the superseded data were derived.
 FB2085
 FB2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV424807(NAD 83)
 FB2085_MARKER: N = NAIL
 FB2085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2085_SP_SET: TREE
 FB2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2085
 FB2085  HISTORY     - Date     Condition        Report By
 FB2085  HISTORY     - UNK      MONUMENTED       USGS
 FB2085  HISTORY     - 1936     GOOD             USGS
 FB2085
 FB2085                          STATION DESCRIPTION
 FB2085
 FB2085'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2085'AT KNOXVILLE.
 FB2085'110 FEET EAST OF BENCH MARK GWM 64 (USGS) DESCRIBED ABOVE, 15 FEET
 FB2085'SOUTH OF THE CENTERLINE OF THE ROAD, AT A 15-INCH OAK TREE, AND
 FB2085'IN A ROOT ON THE NORTH SIDE OF THE TREE.  A COPPER NAIL AND
 FB2085'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1844 ***********************************************************************
 FB1844  DESIGNATION -  RM 65
 FB1844  PID         -  FB1844
 FB1844  STATE/COUNTY-  TN/KNOX
 FB1844  USGS QUAD   -  SHOOKS GAP (1987)
 FB1844
 FB1844                         *CURRENT SURVEY CONTROL
 FB1844  ___________________________________________________________________
 FB1844* NAD 83(1986)-  35 54 48.     (N)    083 49 46.     (W)     SCALED    
 FB1844* NAVD 88     -       268.09   (+/-2cm)     879.6    (feet)  VERTCON   
 FB1844  ___________________________________________________________________
 FB1844  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1844
 FB1844  VERT ORDER  -  ? (See Below)
 FB1844
 FB1844.The horizontal coordinates were scaled from a topographic map and have
 FB1844.an estimated accuracy of +/- 6 seconds.
 FB1844
 FB1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1844.The vertical order pertains to the NGVD 29 superseded value.
 FB1844
 FB1844.The geoid height was determined by GEOID03.
 FB1844
 FB1844;                    North         East    Units  Estimated Accuracy
 FB1844;SPC TN       -   177,470.      795,890.      MT  (+/- 180 meters Scaled)
 FB1844
 FB1844                          SUPERSEDED SURVEY CONTROL
 FB1844
 FB1844  NGVD 29 (??/??/92)  268.226  (m)          880.00   (f) ADJ UNCH    ?  
 FB1844
 FB1844.Superseded values are not recommended for survey control.
 FB1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1844.See file dsdata.txt to determine how the superseded data were derived.
 FB1844
 FB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446780(NAD 83)
 FB1844_MARKER: Q = CHISELED SQUARE
 FB1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1844_SP_SET: CULVERT
 FB1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1844
 FB1844  HISTORY     - Date     Condition        Report By
 FB1844  HISTORY     - UNK      MONUMENTED       USGS
 FB1844  HISTORY     - 1936     GOOD             USGS
 FB1844
 FB1844                          STATION DESCRIPTION
 FB1844
 FB1844'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1844'AT NEUBERT SPRINGS.
 FB1844'200 FEET SOUTHEAST OF BENCH MARK GWM 65 (USGS) DESCRIBED ABOVE,
 FB1844'70 FEET SOUTHWEST OF THE ROAD LEADING SOUTHWEST TO NEUBERT
 FB1844'SPRINGS, 115 FEET SOUTH OF THE ROAD LEADING NORTHEAST TO KIMBERLIN
 FB1844'HEIGHTS, AT A CONCRETE CULVERT UNDER THE NEUBERT ROAD, AND ON
 FB1844'THE NORTH END OF THE EAST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1856 ***********************************************************************
 FB1856  DESIGNATION -  RM 68
 FB1856  PID         -  FB1856
 FB1856  STATE/COUNTY-  TN/KNOX
 FB1856  USGS QUAD   -  SHOOKS GAP (1987)
 FB1856
 FB1856                         *CURRENT SURVEY CONTROL
 FB1856  ___________________________________________________________________
 FB1856* NAD 83(1986)-  35 58 25.     (N)    083 50 37.     (W)     SCALED    
 FB1856* NAVD 88     -       273.19   (+/-2cm)     896.3    (feet)  VERTCON   
 FB1856  ___________________________________________________________________
 FB1856  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1856
 FB1856  VERT ORDER  -  ? (See Below)
 FB1856
 FB1856.The horizontal coordinates were scaled from a topographic map and have
 FB1856.an estimated accuracy of +/- 6 seconds.
 FB1856
 FB1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1856.The vertical order pertains to the NGVD 29 superseded value.
 FB1856
 FB1856.The geoid height was determined by GEOID03.
 FB1856
 FB1856;                    North         East    Units  Estimated Accuracy
 FB1856;SPC TN       -   184,130.      794,470.      MT  (+/- 180 meters Scaled)
 FB1856
 FB1856                          SUPERSEDED SURVEY CONTROL
 FB1856
 FB1856  NGVD 29 (??/??/92)  273.333  (m)          896.76   (f) ADJ UNCH    ?  
 FB1856
 FB1856.Superseded values are not recommended for survey control.
 FB1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1856.See file dsdata.txt to determine how the superseded data were derived.
 FB1856
 FB1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435847(NAD 83)
 FB1856_MARKER: S = SPIKE
 FB1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1856_SP_SET: TREE
 FB1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1856
 FB1856  HISTORY     - Date     Condition        Report By
 FB1856  HISTORY     - UNK      MONUMENTED       USGS
 FB1856  HISTORY     - 1936     SEE DESCRIPTION  USGS
 FB1856
 FB1856                          STATION DESCRIPTION
 FB1856
 FB1856'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1856'AT KNOXVILLE.
 FB1856'80 FEET NORTHWEST OF BENCH MARK GWM 68 (USGS), 60 FEET SOUTHEAST
 FB1856'OF A FORK IN THE ROAD, AT A 28-INCH OAK TREE, AND IN THE BASE ON
 FB1856'THE NORTHWEST SIDE OF THE TREE.  A RAILROAD SPIKE PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1860 ***********************************************************************
 FB1860  DESIGNATION -  RM 69
 FB1860  PID         -  FB1860
 FB1860  STATE/COUNTY-  TN/KNOX
 FB1860  USGS QUAD   -  SHOOKS GAP (1987)
 FB1860
 FB1860                         *CURRENT SURVEY CONTROL
 FB1860  ___________________________________________________________________
 FB1860* NAD 83(1986)-  35 59 02.     (N)    083 51 35.     (W)     SCALED    
 FB1860* NAVD 88     -       265.85   (+/-2cm)     872.2    (feet)  VERTCON   
 FB1860  ___________________________________________________________________
 FB1860  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1860
 FB1860  VERT ORDER  -  ? (See Below)
 FB1860
 FB1860.The horizontal coordinates were scaled from a topographic map and have
 FB1860.an estimated accuracy of +/- 6 seconds.
 FB1860
 FB1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1860.The vertical order pertains to the NGVD 29 superseded value.
 FB1860
 FB1860.The geoid height was determined by GEOID03.
 FB1860
 FB1860;                    North         East    Units  Estimated Accuracy
 FB1860;SPC TN       -   185,240.      792,990.      MT  (+/- 180 meters Scaled)
 FB1860
 FB1860                          SUPERSEDED SURVEY CONTROL
 FB1860
 FB1860  NGVD 29 (??/??/92)  265.989  (m)          872.67   (f) ADJ UNCH    ?  
 FB1860
 FB1860.Superseded values are not recommended for survey control.
 FB1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1860.See file dsdata.txt to determine how the superseded data were derived.
 FB1860
 FB1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV421859(NAD 83)
 FB1860_MARKER: Q = CHISELED SQUARE
 FB1860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1860_SP_SET: BRIDGE
 FB1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1860
 FB1860  HISTORY     - Date     Condition        Report By
 FB1860  HISTORY     - UNK      MONUMENTED       USGS
 FB1860  HISTORY     - 1936     GOOD             USGS
 FB1860
 FB1860                          STATION DESCRIPTION
 FB1860
 FB1860'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1860'NEAR KNOXVILLE.
 FB1860'370 FEET EAST OF BENCH MARK GWM 69 (USGS) DESCRIBED ABOVE, AT THE
 FB1860'STEEL HIGHWAY BRIDGE OVER HOLSTON RIVER, AT THE WEST MASONRY
 FB1860'ABUTMENT OF THE BRIDGE APPROACH, AND ON THE NORTH BRIDGE SEAT.
 FB1860'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2569 ***********************************************************************
 FE2569  DESIGNATION -  RNG MEMPHIS RADIO MEM
 FE2569  PID         -  FE2569
 FE2569  STATE/COUNTY-  TN/SHELBY
 FE2569  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2569
 FE2569                         *CURRENT SURVEY CONTROL
 FE2569  ___________________________________________________________________
 FE2569* NAD 83(1995)-  35 01 26.67165(N)    089 59 12.95394(W)     ADJUSTED  
 FE2569* NAVD 88     -                                                        
 FE2569  ___________________________________________________________________
 FE2569  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2569  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2569
 FE2569  HORZ ORDER  -  THIRD
 FE2569
 FE2569.The horizontal coordinates were established by classical geodetic methods
 FE2569.and adjusted by the National Geodetic Survey in April 1999..
 FE2569
 FE2569
 FE2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2569
 FE2569.The geoid height was determined by GEOID03.
 FE2569
 FE2569;                    North         East     Units Scale Factor Converg.
 FE2569;SPC TN       -    84,049.842   236,230.279   MT  1.00004755   -2 20 02.8
 FE2569;SPC TN       -   275,753.52    775,032.17   sFT  1.00004755   -2 20 02.8
 FE2569;SPC MS W     -   612,598.791   731,611.596   MT  0.99996231   +0 11 55.7
 FE2569;SPC MS W     - 2,009,834.53  2,400,295.71   sFT  0.99996231   +0 11 55.7
 FE2569;UTM  16      - 3,879,792.037   227,474.941   MT  1.00051545   -1 42 55.1
 FE2569;UTM  15      - 3,879,863.787   774,910.501   MT  1.00053154   +1 43 49.2
 FE2569
 FE2569                          SUPERSEDED SURVEY CONTROL
 FE2569
 FE2569  NAD 83(1995)-  35 01 26.67174(N)    089 59 12.95388(W) AD(       ) 4
 FE2569  NAD 83(1995)-  35 01 26.67472(N)    089 59 12.95536(W) AD(       ) 4
 FE2569  NAD 83(1986)-  35 01 26.68147(N)    089 59 12.95494(W) AD(       ) 4
 FE2569  NAD 27      -  35 01 26.34400(N)    089 59 12.63000(W) AD(       ) 3
 FE2569
 FE2569.Superseded values are not recommended for survey control.
 FE2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2569.See file dsdata.txt to determine how the superseded data were derived.
 FE2569
 FE2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2747579792(NAD 83)
 FE2569_MARKER: 27 = RADIO RANGE MAST
 FE2569
 FE2569  HISTORY     - Date     Condition        Report By
 FE2569  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2569  HISTORY     - 1957     GOOD             CGS
 FE2569
 FE2569                          STATION DESCRIPTION
 FE2569
 FE2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2569'STATION IS THE TOP CENTER OF THE CENTER ONE OF FIVE, SKELETON, STEEL,
 FE2569'FRAMEWORK TOWERS WHICH IS A FOUR-COURSE LOW FREQUENCY RADIO
 FE2569'RANGE OF THE AIR NAVIGATION FACILITIES.
 FE2569'
 FE2569'TOWER IS ABOUT 100 FEET HIGH AND IS LOCATED ABOUT 2 MILES EAST OF
 FE2569'WHITE HAVEN, 2 MILES SOUTH OF MEMPHIS MUNICIPAL AIRPORT AND IN
 FE2569'THE SW 1/4 OF SECTION 6, T. 1 S., R. 8 W.
 FE2569
 FE2569                          STATION RECOVERY (1957)
 FE2569
 FE2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2569'THE STATION WAS VISITED AND THE 1956 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2596 ***********************************************************************
 FE2596  DESIGNATION -  RNG NAVY MEMPHIS RADIO NQA
 FE2596  PID         -  FE2596
 FE2596  STATE/COUNTY-  TN/SHELBY
 FE2596  USGS QUAD   -  BRUNSWICK (1993)
 FE2596
 FE2596                         *CURRENT SURVEY CONTROL
 FE2596  ___________________________________________________________________
 FE2596* NAD 83(1995)-  35 21 44.35337(N)    089 47 36.14610(W)     ADJUSTED  
 FE2596* NAVD 88     -                                                        
 FE2596  ___________________________________________________________________
 FE2596  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2596  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2596
 FE2596  HORZ ORDER  -  THIRD
 FE2596
 FE2596.The horizontal coordinates were established by classical geodetic methods
 FE2596.and adjusted by the National Geodetic Survey in April 1999..
 FE2596
 FE2596
 FE2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2596
 FE2596.The geoid height was determined by GEOID03.
 FE2596
 FE2596;                    North         East     Units Scale Factor Converg.
 FE2596;SPC TN       -   120,846.400   255,335.694   MT  0.99998208   -2 13 14.9
 FE2596;SPC TN       -   396,476.90    837,713.86   sFT  0.99998208   -2 13 14.9
 FE2596;UTM  16      - 3,916,806.552   246,195.231   MT  1.00039392   -1 37 03.1
 FE2596
 FE2596                          SUPERSEDED SURVEY CONTROL
 FE2596
 FE2596  NAD 83(1995)-  35 21 44.36114(N)    089 47 36.14642(W) AD(       ) 4
 FE2596  NAD 83(1986)-  35 21 44.36495(N)    089 47 36.14737(W) AD(       ) 4
 FE2596  NAD 27      -  35 21 44.05900(N)    089 47 35.84300(W) AD(       ) 3
 FE2596
 FE2596.Superseded values are not recommended for survey control.
 FE2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2596.See file dsdata.txt to determine how the superseded data were derived.
 FE2596
 FE2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4619516807(NAD 83)
 FE2596_MARKER: 27 = RADIO RANGE MAST
 FE2596
 FE2596  HISTORY     - Date     Condition        Report By
 FE2596  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2596
 FE2596                          STATION DESCRIPTION
 FE2596
 FE2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2596'THE STATION IS ABOUT 3 MILES SOUTHEAST OF KERRVILLE, 0.05 MILE SOUTH
 FE2596'OF THE KERRVILLE-ROSEMARK ROAD.  THE STATION IS THE CENTER ONE OF
 FE2596'SEVEN POLES, IT IS 40 FT. HIGH AND IS PAINTED IN ALTERNATE SECTIONS
 FE2596'OF INTERNATIONAL RED AND WHITE.  IT IS ABOUT 700 FEET SOUTH OF THE
 FE2596'KERRVILLE-ROSEMARK ROAD.
 FE2596'
 FE2596'TO REACH THE STATION FROM THE RAILROAD CROSSING IN KERRVILLE,
 FE2596'(ILLINOIS CENTRAL RAILROAD AND KERRVILLE-ROSEMARK ROAD) GO SOUTH
 FE2596'ON THE KERRVILLE-ROSEMARK ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT,
 FE2596'MUDVILLE ROAD.  TURN LEFT AND GO EAST ON THE MUDVILLE ROAD FOR 2.2
 FE2596'MILES TO A CROSSROAD, ARMOUR ROAD.  TURN RIGHT AND GO SOUTH ON ARMOUR
 FE2596'ROAD FOR 0.6 MILE TO A T-ROAD, KERRVILLE-ROSEMARK ROAD.  TURN
 FE2596'LEFT AND GO EAST ON THE KERRVILLE-ROSEMARK ROAD FOR 1.7 MILES TO A
 FE2596'GRAVELED DRIVEWAY SOUTH.  TURN RIGHT AND GO SOUTH ON THE
 FE2596'DRIVEWAY FOR 0.05 MILE TO THE STATION.
 FE2596'
 FE2596'A TRAVERSE CONNECTION WAS MADE FROM STATION ROSEMARK.  THE DISTANCE
 FE2596'IS 212.304 METERS, 696.534 FEET SOUTH OF STATION ROSEMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1633 ***********************************************************************
 GD1633  DESIGNATION -  RO ELLEN
 GD1633  PID         -  GD1633
 GD1633  STATE/COUNTY-  TN/DYER
 GD1633  USGS QUAD   -  TATUMVILLE (1981)
 GD1633
 GD1633                         *CURRENT SURVEY CONTROL
 GD1633  ___________________________________________________________________
 GD1633* NAD 83(1995)-  36 01 01.06928(N)    089 14 23.49890(W)     ADJUSTED  
 GD1633* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1633  ___________________________________________________________________
 GD1633  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GD1633  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1633
 GD1633  HORZ ORDER  -  SECOND
 GD1633
 GD1633.The horizontal coordinates were established by classical geodetic methods
 GD1633.and adjusted by the National Geodetic Survey in April 1999..
 GD1633
 GD1633.The orthometric height was scaled from a topographic map.
 GD1633
 GD1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1633
 GD1633.The geoid height was determined by GEOID03.
 GD1633
 GD1633;                    North         East     Units Scale Factor Converg.
 GD1633;SPC TN       -   191,631.124   308,011.701   MT  0.99995348   -1 53 48.3
 GD1633;SPC TN       -   628,709.78  1,010,535.06   sFT  0.99995348   -1 53 48.3
 GD1633;UTM  16      - 3,988,150.646   298,153.916   MT  1.00010204   -1 19 03.1
 GD1633
 GD1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1633!SPC TN       -   0.99998652  x   0.99995348  =   0.99994000
 GD1633!UTM  16      -   0.99998652  x   1.00010204  =   1.00008856
 GD1633
 GD1633|---------------------------------------------------------------------|
 GD1633| PID    Reference Object                     Distance      Geod. Az  |
 GD1633|                                                           dddmmss.s |
 GD1633| GD2066 RO ELLEN RM 2                        27.097 METERS 01622     |
 GD1633| GD2065 RO ELLEN RM 1                        22.029 METERS 07245     |
 GD1633| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX.13.3 KM 2761544.4 |
 GD1633| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX.14.1 KM 2765244.8 |
 GD1633| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX.12.2 KM 2765704.2 |
 GD1633| GD2067 RO ELLEN AZ MK                                     3242828.4 |
 GD1633| GD1645 NEWBERN MUNICIPAL TANK              APPROX.11.1 KM 3475231.3 |
 GD1633|---------------------------------------------------------------------|
 GD1633
 GD1633                          SUPERSEDED SURVEY CONTROL
 GD1633
 GD1633  NAD 83(1995)-  36 01 01.07289(N)    089 14 23.50027(W) AD(       ) 2
 GD1633  NAD 83(1995)-  36 01 01.07292(N)    089 14 23.50015(W) AD(       ) 2
 GD1633  NAD 83(1986)-  36 01 01.08060(N)    089 14 23.49888(W) AD(       ) 2
 GD1633  NAD 27      -  36 01 00.82420(N)    089 14 23.24720(W) AD(       ) 2
 GD1633
 GD1633.Superseded values are not recommended for survey control.
 GD1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1633.See file dsdata.txt to determine how the superseded data were derived.
 GD1633
 GD1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9815488151(NAD 83)
 GD1633_MARKER: DS = TRIANGULATION STATION DISK
 GD1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1633
 GD1633  HISTORY     - Date     Condition        Report By
 GD1633  HISTORY     - 1959     MONUMENTED       CGS
 GD1633  HISTORY     - 1967     GOOD             CGS
 GD1633
 GD1633                          STATION DESCRIPTION
 GD1633
 GD1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1633'THE STATION IS ABOUT 7 MILES NORTH OF FRIENDSHIP AND 2.5 MILES EAST
 GD1633'OF RO ELLEN ON THE PROPERTY OF MR. GUY PIERCE.  IT IS 47 FEET SOUTH
 GD1633'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 51 FEET SOUTHWEST OF
 GD1633'AN 18 INCH CEDAR TREE, 28 FEET NORTHWEST OF A SOUTH GATEPOST,
 GD1633'AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 GD1633'AND THE DISK IS STAMPED RO ELLEN 1959.
 GD1633'
 GD1633'TO REACH THE STATION FROM THE CHURCH OF CHRIST IN RO ELLEN, GO EAST
 GD1633'ON STATE HIGHWAY 104 FOR 2.2 MILES TO A GRAVELED CROSSROAD.  TURN
 GD1633'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO A GRAVELED
 GD1633'T-ROAD AND THE AZIMUTH MARK STRAIGHT AHEAD.  TURN LEFT AND GO EAST
 GD1633'AND SOUTH ON THE GRAVELED ROAD FOR 0.55 MILE TO THE END OF THE ROAD,
 GD1633'A FARMHOUSE AND THE STATION.
 GD1633'
 GD1633'REFERENCE MARK 1 IS 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GD1633'HOUSE, 33 FEET EAST OF THE 18 INCH CEDAR TREE, AND 30 FEET SOUTH OF
 GD1633'THE CENTERLINE OF THE DRIVEWAY LEADING TO THE HOUSE.  THE MONUMENT
 GD1633'PROJECTS 2 INCHES AND THE DISK IS STAMPED RO ELLEN NO 1 1959.
 GD1633'
 GD1633'REFERENCE MARK 2 IS 23 FEET SOUTH OF A GARDEN FENCE, 21 FEET EAST OF
 GD1633'THE NORTHEAST CORNER OF THE HOUSE, AND 17 FEET SOUTHWEST OF A 45
 GD1633'INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED RO
 GD1633'ELLEN NO 2 1959.
 GD1633'
 GD1633'THE AZIMUTH MARK IS 64 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GD1633'FARMHOUSE, 29 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 2 FEET
 GD1633'SOUTH OF A WHITE WITNESS POST AND A TELEPHONE POLE.  THE MONUMENT
 GD1633'PROJECTS 5 INCHES AND THE DISK IS STAMPED RO ELLEN 1959.  THE MARK
 GD1633'IS ON THE PROPERTY OF J. L. HOOPER.
 GD1633'
 GD1633'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1633
 GD1633                          STATION RECOVERY (1967)
 GD1633
 GD1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1633'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1633'A DISCREPANCY WAS NOTED IN THE PUBLISHED FOOT MEASUREMENT BETWEEN
 GD1633'THE STATION AND REFERENCE MARK NO. 1, HOWEVER, THE METER
 GD1633'MEASUREMENT WAS CORRECT AND THE DISTANCE WAS CORRECTED FROM 77.28
 GD1633'FEET TO 72.28 FEET IN THE BOX OF THIS DESCRIPTION.
 GD1633'
 GD1633'DUE TO RADICAL CHANGES AT THE STATION SITE, THE ORIGINAL DESCRIPTION
 GD1633'IS NO LONGER ADEQUATE.
 GD1633'
 GD1633'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1633'
 GD1633'THE STATION IS NOW IN A LARGE OPEN FIELD ON THE PROPERTY OF MR. U.
 GD1633'L. HOOPER, ABOUT 7 MILES NORTH OF FRIENDSHIP AND 2.5 MILES EAST OF
 GD1633'RO ELLEN.
 GD1633'
 GD1633'TO REACH THE STATION FROM THE CHURCH OF CHRIST IN THE SMALL COMMUNITY
 GD1633'OF RO ELLEN, GO EAST ON STATE ROUTE 104 FOR 2.2 MILES TO A GRAVELED
 GD1633'CROSSROAD.  HERE TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 GD1633'0.6 MILE TO A GRAVELED T ROAD LEFT AND THE AZIMUTH MARK STRAIGHT
 GD1633'AHEAD.  HERE TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE
 GD1633'TO A FARM ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE FARM ROAD FOR
 GD1633'0.3 MILE TO THE END OF THE ROAD.  THE STATION IS ON TOP OF A RATHER
 GD1633'PROMINENT HILL AND IN A LARGE CULTIVATED FIELD ABOUT 200 YARDS WEST
 GD1633'OF THIS POINT.
 GD1633'
 GD1633'THE STATION IS 114 FEET SOUTH OF A LONE, 24-INCH WALNUT TREE AT
 GD1633'SUMMIT OF FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1633'11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD1633'DISK IS STAMPED RO ELLEN 1959.
 GD1633'
 GD1633'REFERENCE MARK NO. 1 IS IN THE OPEN FIELD EAST OF THE STATION.  IT
 GD1633'IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 GD1633'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED RO ELLEN NO 1
 GD1633'1959.
 GD1633'
 GD1633'REFERENCE MARK NO. 2 IS IN THE OPEN FIELD NORTHEAST OF THE STATION.
 GD1633'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 GD1633'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED RO ELLEN NO 2
 GD1633'1959.
 GD1633'
 GD1633'THE AZIMUTH MARK IS 67 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK
 GD1633'HOME, 29 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 2 FEET
 GD1633'SOUTH OF A TELEPHONE POLE, AND 0.7 OF A FOOT WEST OF A METAL
 GD1633'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1633'11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 GD1633'DISK IS STAMPED RO ELLEN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0896 ***********************************************************************
 FC0896  DESIGNATION -  ROANE
 FC0896  PID         -  FC0896
 FC0896  STATE/COUNTY-  TN/ROANE
 FC0896  USGS QUAD   -  CARDIFF (1990)
 FC0896
 FC0896                         *CURRENT SURVEY CONTROL
 FC0896  ___________________________________________________________________
 FC0896* NAD 83(1995)-  35 53 50.57214(N)    084 42 10.05399(W)     ADJUSTED  
 FC0896* NAVD 88     -       504.173  (meters)    1654.11   (feet)  ADJUSTED  
 FC0896  ___________________________________________________________________
 FC0896  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 FC0896  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC0896  DYNAMIC HT  -         503.702 (meters)    1652.56  (feet)  COMP
 FC0896  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0896
 FC0896  HORZ ORDER  -  SECOND
 FC0896  VERT ORDER  -  SECOND    CLASS 0
 FC0896
 FC0896.The horizontal coordinates were established by classical geodetic methods
 FC0896.and adjusted by the National Geodetic Survey in April 1999..
 FC0896
 FC0896.The orthometric height was determined by differential leveling
 FC0896.and adjusted by the National Geodetic Survey in June 1991..
 FC0896.WARNING-Repeat measurements at this control monument indicate possible
 FC0896.vertical movement.
 FC0896
 FC0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0896
 FC0896.The geoid height was determined by GEOID03.
 FC0896
 FC0896.The dynamic height is computed by dividing the NAVD 88
 FC0896.geopotential number by the normal gravity value computed on the
 FC0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0896.degrees latitude (g = 980.6199 gals.).
 FC0896
 FC0896.The modeled gravity was interpolated from observed gravity values.
 FC0896
 FC0896;                    North         East     Units Scale Factor Converg.
 FC0896;SPC TN       -   174,305.711   717,102.927   MT  0.99994901   +0 45 34.0
 FC0896;SPC TN       -   571,867.99  2,352,695.19   sFT  0.99994901   +0 45 34.0
 FC0896;UTM  16      - 3,975,004.351   707,327.231   MT  1.00012969   +1 20 50.7
 FC0896
 FC0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0896!SPC TN       -   0.99992554  x   0.99994901  =   0.99987456
 FC0896!UTM  16      -   0.99992554  x   1.00012969  =   1.00005522
 FC0896
 FC0896|---------------------------------------------------------------------|
 FC0896| PID    Reference Object                     Distance      Geod. Az  |
 FC0896|                                                           dddmmss.s |
 FC0896| FC0897 ROANE RM 1                           21.997 METERS 03753     |
 FC0896| FC0898 ROANE RM 3                            8.852 METERS 09856     |
 FC0896| FC1814 ROCKWOOD RESET                      APPROX. 2.4 KM 1073425.3 |
 FC0896| FC0899 ROANE RM 4                           10.067 METERS 17742     |
 FC0896| FC0895 ROANE RM 2                           23.394 METERS 29106     |
 FC0896|---------------------------------------------------------------------|
 FC0896
 FC0896                          SUPERSEDED SURVEY CONTROL
 FC0896
 FC0896  NAD 83(1995)-  35 53 50.57897(N)    084 42 10.05388(W) AD(       ) 2
 FC0896  NAD 83(1986)-  35 53 50.58470(N)    084 42 10.05214(W) AD(       ) 2
 FC0896  NAD 27      -  35 53 50.32180(N)    084 42 10.26770(W) AD(       ) 2
 FC0896  NGVD 29 (??/??/92)  504.273  (m)         1654.44   (f) ADJ UNCH    2 0
 FC0896
 FC0896.Superseded values are not recommended for survey control.
 FC0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0896.See file dsdata.txt to determine how the superseded data were derived.
 FC0896
 FC0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0732775004(NAD 83)
 FC0896_MARKER: DE = TRAVERSE STATION DISK
 FC0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0896_SP_SET: CONCRETE MONUMENT
 FC0896_STAMPING: ROANE 1960
 FC0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0896
 FC0896  HISTORY     - Date     Condition        Report By
 FC0896  HISTORY     - 1960     MONUMENTED       CGS
 FC0896  HISTORY     - 1967     GOOD             CGS
 FC0896  HISTORY     - 1971     GOOD             NGS
 FC0896  HISTORY     - 1971     GOOD             NGS
 FC0896  HISTORY     - 1972     GOOD             TVA
 FC0896  HISTORY     - 1975     GOOD             NGS
 FC0896
 FC0896                          STATION DESCRIPTION
 FC0896
 FC0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0896'THE STATION IS LOCATED ABOUT 4 MILES EAST OF DAYSVILLE, 3 MILES
 FC0896'NORTHWEST OF ROCKWOOD AND ON THE SOUTH EDGE OF A POWERLINE
 FC0896'RIGHT-OF-WAY.
 FC0896'
 FC0896'TO REACH THE STATION FROM THE POST OFFICE IN OZONE, GO EAST ON U.S.
 FC0896'HIGHWAY 70 FOR 2.8 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT,
 FC0896'NORTH, FOR 2.1 MILES TO THE CROSSROAD IN DAYSVILLE, TURN RIGHT, EAST,
 FC0896'FOR 0.45 MILE TO A FORK, TAKE THE RIGHT FORK, EAST, FOR 1.7 MILES TO
 FC0896'A FORK, TAKE THE RIGHT FORK, E, FOR 0.3 MILE TO A FORK, TAKE THE LEFT
 FC0896'FORK, EASTERLY, FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK,
 FC0896'EASTERLY, FOR 1.8 MILES TO THE STATION.
 FC0896'
 FC0896'STATION MARK IS 45 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD
 FC0896'AND 2.3 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK
 FC0896'SET IN A CONCRETE POST, PROJECTS 2 INCHES, AND IS STAMPED ROANE 1960.
 FC0896'
 FC0896'REFERENCE MARK NO. 1 IS 27 FEET SOUTHEAST OF THE CENTER OF THE
 FC0896'GRAVELED ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 FC0896'POST, PROJECTS 4 INCHES, AND IS STAMPED ROANE NO 1 1960.
 FC0896'
 FC0896'REFERENCE MARK NO. 2 IS 20 FEET NORTHWEST OF THE CENTER OF THE
 FC0896'GRAVELED ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 FC0896'POST, PROJECTS 4 INCHES, AND IS STAMPED ROANE NO 2 1960.
 FC0896'
 FC0896'TRAVERSE STATION ROCKWOOD WILL SERVE AS THE AZIMUTH MARK.  SEE
 FC0896'DESCRIPTION THEREOF.
 FC0896'
 FC0896'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FC0896
 FC0896                          STATION RECOVERY (1967)
 FC0896
 FC0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 FC0896'THE STATION, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 FC0896'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND WITH THE DISK REMOVED.
 FC0896'THE OLD DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 FC0896'
 FC0896'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST. FOR
 FC0896'0.6 MILE, THEN TURN RIGHT ON SPRING ST. AND GO .75 MILE TO
 FC0896'INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE LEFT FORK
 FC0896'(NORTHWEST) 1.25 MILES TO FORK, TURN LEFT (SOUTH) GO 0.3 MILE TO
 FC0896'REACH THE STATION.
 FC0896'
 FC0896'STATION MARK IS 45 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 FC0896'AND 56 FEET SOUTH OF SOUTH BOTTOM TRANSMISSION WIRE.  THE MARK IS
 FC0896'A STANDARD DISK SET IN A CONCRETE POST, PROJECTS 2 INCHES, AND IS
 FC0896'STAMPED ROANE 1960.
 FC0896'
 FC0896'REFERENCE MARK NO. 1 IS 27 FEET SOUTHEAST OF THE CENTER OF THE
 FC0896'GRAVELED ROAD, AND 12 FEET NORTH OF SOUTH BOTTOM
 FC0896'TRANSMISSION WIRE.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 FC0896'POST, PROJECTS 4 INCHES, AND IS STAMPED ROANE NO 1 1960.
 FC0896
 FC0896                          STATION RECOVERY (1971)
 FC0896
 FC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC0896'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 FC0896'NO. 1 AND NO. 2 WERE SEARCHED FOR, BUT COULD NOT BE FOUND AND IT IS
 FC0896'THOUGHT THAT THEY WERE DESTROYED BY THE CONSTRUCTION OF AN ACCESS
 FC0896'ROAD SEVERAL YEARS AGO.  TWO NEW REFERENCE MARKS NO. 3 AND NO.
 FC0896'4 WERE ESTABLISHED AND THE HORIZONTAL ANGLES OBSERVED TO THEM FROM
 FC0896'TRAVERSE STATION ROCKWOOD 1960 1971.  AS ALL MARKS AT THIS
 FC0896'STATION WERE ORIGINALLY BENCH MARKS, ELEVATIONS WERE TRANSFERRED TO
 FC0896'THE NEWLY SET REFERENCE MARKS USING BENCH MARK ROANE 1960 AS THE
 FC0896'STARTING ELEVATION.
 FC0896'
 FC0896'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0896'
 FC0896'THE STATION IS LOCATED ABOUT 4 MILES EAST OF DAYSVILLE, ABOUT 3 MILES
 FC0896'NORTHWEST OF ROCKWOOD, ALONG THE SOUTH SIDE OF THE CLEARED
 FC0896'RIGHT-OF-WAY FOR AN OVERHEAD POWER TRANSMISSION LINE, AND NORTH OF
 FC0896'INTERSTATE ROUTE 40.
 FC0896'
 FC0896'TO REACH THE STATION FROM THE POST OFFICE IN OZONE, GO EASTERLY ON
 FC0896'U.S. HIGHWAY 70 FOR 2.8 MILES TO AN OILED ROAD LEFT AND SIGN
 FC0896'DAYSVILLE.  HERE TURN LEFT ON THIS OILED ROAD AND GO NORTHERLY FOR
 FC0896'2.1 MILES TO A CROSSROAD IN THE SMALL COMMUNITY OF DAYSVILLE.
 FC0896'HERE TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.3 OF A MILE
 FC0896'TO A FORK, KEEP LEFT FORK CROSSING OVER INTERSTATE ROUTE 40 FOR 0.15
 FC0896'OF A MILE TO A ROAD RIGHT.  HERE KEEP RIGHT ON A GRAVELED ROAD AND GO
 FC0896'EASTERLY FOR 1.8 MILES TO A T ROAD LEFT, CONTINUE EASTERLY ON
 FC0896'THE GRAVELED ROAD FOR 0.3 OF A MILE TO A T ROAD RIGHT.  HERE KEEP
 FC0896'LEFT AND CONTINUE EASTERLY ON A GRAVELED ROAD PARALLELLING INTERSTATE
 FC0896'ROUTE 40 ON THE NORTH FOR 0.2 OF A MILE TO A T ROAD LEFT, KEEP
 FC0896'RIGHT, EASTERLY ON THE GRAVELED ROAD FOR 1.8 MILES TO WHERE THE ROAD
 FC0896'CURVES LEFT AND THE STATION ON THE RIGHT.
 FC0896'
 FC0896'THE STATION IS 108 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF
 FC0896'INTERSTATE ROUTE 40, 64 FEET SOUTH OF A POINT DIRECTLY UNDER THE
 FC0896'CENTER OF THE OVERHEAD TRANSMISSION LINES, 45 FEET SOUTHEAST OF THE
 FC0896'APPROXIMATE CENTER OF THE GRAVELED ROAD AT POINT OF CURVE, 20 FEET
 FC0896'EAST OF A 12-INCH, TRIANGLE BLAZED WHITE OAK TREE, AND 0.9 OF A FOOT
 FC0896'NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FC0896'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC0896'AND THE DISK IS STAMPED ROANE 1960.
 FC0896'
 FC0896'REFERENCE MARK NO. 3 IS 63 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FC0896'OF THE GRAVELED ROAD, 60 FEET SOUTH OF A POINT DIRECTLY UNDER
 FC0896'THE CENTER OF THE OVERHEAD TRANSMISSION LINES, 49 FEET EAST OF THE
 FC0896'12-INCH, TRIANGLE BLAZED WHITE OAK TREE, AND 0.9 OF A FOOT WEST
 FC0896'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FC0896'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FC0896'INCHES AND THE DISK IS STAMPED ROANE 1960 NO 3 1971.
 FC0896'
 FC0896'REFERENCE MARK NO. 4 IS 51 FEET EAST OF THE APPROXIMATE CENTER OF A
 FC0896'DIM WOODS ROAD, 42 FEET SOUTHEAST OF THE 12-INCH, TRIANGLE BLAZED
 FC0896'WHITE OAK TREE, 11 FEET EAST-NORTHEAST OF A 16-INCH WHITE OAK TREE,
 FC0896'AND 10 FEET WEST-SOUTHWEST OF A 10-INCH POST OAK TREE.  IT IS A
 FC0896'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE SANDSTONE ROCK AND
 FC0896'THE DISK IS STAMPED ROANE 1960 NO 4 1971.
 FC0896'
 FC0896'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC0896'REFERENCE MARK NO. 4 IS 39.50 FEET AND 12.040 METERS.
 FC0896'
 FC0896'TRAVERSE STATION ROCKWOOD 1960 1971 SERVES AS THE AZIMUTH MARK.  SEE
 FC0896'DESCRIPTION THEREOF.
 FC0896'
 FC0896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 FC0896'NORTHWEST OF ROCKWOOD.
 FC0896
 FC0896                          STATION RECOVERY (1971)
 FC0896
 FC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0896'3 MI NW FROM ROCKWOOD.
 FC0896'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 FC0896'OZONE TO AN OILED ROAD LEFT, THENCE LEFT, NORTH, ON THIS OILED
 FC0896'ROAD FOR 2.1 MILES TO A CROSSROAD IN THE SMALL COMMUNITY OF
 FC0896'DAYSVILLE, THENCE RIGHT, EAST, ON A GRAVELED ROAD FOR 0.3 OF A
 FC0896'MILE TO A FORK, KEEP LEFT FORK CROSSING OVER INTERSTATE ROUTE
 FC0896'40 FOR 0.15 OF A MILE TO A ROAD RIGHT, THENCE RIGHT, EAST, ON
 FC0896'THE GRAVELED ROAD FOR 1.8 MILES TO A ROAD LEFT, CONTINUE EAST ON
 FC0896'GRAVELED ROAD FOR 0.3 OF A MILE TO A ROAD RIGHT, KEEP LEFT, EAST,
 FC0896'ON THE GRAVELED ROAD PARALLELLING THE INTERSTATE ROUTE 40 FOR
 FC0896'0.2 OF A MILE TO A ROAD LEFT, KEEP RIGHT, EAST ON THE GRAVELED
 FC0896'ROAD FOR 1.8 MILES TO WHERE THE ROAD CURVES LEFT AND THE MARK ON
 FC0896'THE RIGHT AT THE ROANE 1960 TRAVERSE STATION SITE.  IT IS 108
 FC0896'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF I-40, 64 FEET SOUTH
 FC0896'OF A POINT DIRECTLY UNDER THE CENTER OF AN OVERHEAD POWER
 FC0896'TRANSMISSION LINE, 45 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FC0896'THE GRAVELED ROAD AT POINT OF CURVE, 20 FEET EAST OF A 12-INCH,
 FC0896'TRIANGLE BLAZED WHITE OAK TREE, AND 0.9 OF A FOOT NORTHWEST OF A
 FC0896'METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE STATION DISK
 FC0896'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC0896'THE DISK IS STAMPED ROANE 1960.
 FC0896
 FC0896                          STATION RECOVERY (1972)
 FC0896
 FC0896'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0896'ROANE 1960 REPORTED IN GOOD CONDITION.
 FC0896'
 FC0896'DESCRIPTIONS GOOD.
 FC0896'
 FC0896'ROANE RM 1 NOT FOUND.
 FC0896'PROBABLY DESTROYED BY RD CONSTRUCTION.
 FC0896'
 FC0896'ROANE RM 2 NOT FOUND.
 FC0896'PROBABLY DESTROYED BY RD CONSTRUCTION.
 FC0896'
 FC0896'DISTANCE AND DIRECTION FROM NEAREST TOWN NW OF ROCKWOOD, TENN.
 FC0896
 FC0896                          STATION RECOVERY (1975)
 FC0896
 FC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC0896'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE FOUND AS DESCRIBED
 FC0896'AND IN GOOD CONDITION.  THE 1971 RECOVERY NOTE IS GOOD.
 FC0896'
 FC0896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FC0896'NORTHWEST OF ROCKWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0897 ***********************************************************************
 FC0897  DESIGNATION -  ROANE RM 1
 FC0897  PID         -  FC0897
 FC0897  STATE/COUNTY-  TN/ROANE
 FC0897  USGS QUAD   -  CARDIFF (1990)
 FC0897
 FC0897                         *CURRENT SURVEY CONTROL
 FC0897  ___________________________________________________________________
 FC0897* NAD 83(1986)-  35 53 50.     (N)    084 42 10.     (W)     SCALED    
 FC0897* NAVD 88     -       504.594  (meters)    1655.49   (feet)  ADJUSTED  
 FC0897  ___________________________________________________________________
 FC0897  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC0897  DYNAMIC HT  -         504.123 (meters)    1653.94  (feet)  COMP
 FC0897  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0897
 FC0897  VERT ORDER  -  SECOND    CLASS 0
 FC0897
 FC0897.The horizontal coordinates were scaled from a topographic map and have
 FC0897.an estimated accuracy of +/- 6 seconds.
 FC0897
 FC0897.The orthometric height was determined by differential leveling
 FC0897.and adjusted by the National Geodetic Survey in June 1991..
 FC0897
 FC0897.The geoid height was determined by GEOID03.
 FC0897
 FC0897.The dynamic height is computed by dividing the NAVD 88
 FC0897.geopotential number by the normal gravity value computed on the
 FC0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0897.degrees latitude (g = 980.6199 gals.).
 FC0897
 FC0897.The modeled gravity was interpolated from observed gravity values.
 FC0897
 FC0897;                    North         East    Units  Estimated Accuracy
 FC0897;SPC TN       -   174,290.      717,110.      MT  (+/- 180 meters Scaled)
 FC0897
 FC0897                          SUPERSEDED SURVEY CONTROL
 FC0897
 FC0897  NGVD 29 (??/??/92)  504.692  (m)         1655.81   (f) ADJ UNCH    2 0
 FC0897
 FC0897.Superseded values are not recommended for survey control.
 FC0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0897.See file dsdata.txt to determine how the superseded data were derived.
 FC0897
 FC0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE073749(NAD 83)
 FC0897_MARKER: DR = REFERENCE MARK DISK
 FC0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0897_STAMPING: ROANE NO 1 1960
 FC0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0897+STABILITY: SURFACE MOTION
 FC0897
 FC0897  HISTORY     - Date     Condition        Report By
 FC0897  HISTORY     - 1960     MONUMENTED       CGS
 FC0897  HISTORY     - 1967     GOOD             NGS
 FC0897  HISTORY     - 1971     MARK NOT FOUND   NGS
 FC0897
 FC0897                          STATION DESCRIPTION
 FC0897
 FC0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0897'2 MI N FROM ROCKWOOD.
 FC0897'FROM THE POST OFFICE IN ROCKWOOD, GO NW ON ROCKWOOD ST. FOR 0.6
 FC0897'MI, THEN TURN RIGHT ON SPRING ST., AND GO .75 MI TO INTERSECTION,
 FC0897'THEN GO LEFT (WEST) 2.45 MI 50 FORK, TAKE IT FOR (NORTHWEST) 1.25
 FC0897'MI TO FORK, TURN LEFT (SOUTH) GO 0.3 MI TO STATION SITE.  REFERENCE
 FC0897'MARK NO. 1 IS 27 FT SE OF THE CENTER OF THE GRAVELED ROAD, AND 12
 FC0897'FT NE OF S BOTTOM TRANSMISSION WIRE.  THE MARK IS A STANDARD
 FC0897'REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING 4 IN,
 FC0897'AND IS STAMPED ROANE NO 1 1960.
 FC0897
 FC0897                          STATION RECOVERY (1971)
 FC0897
 FC0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0898 ***********************************************************************
 FC0898  DESIGNATION -  ROANE RM 3
 FC0898  PID         -  FC0898
 FC0898  STATE/COUNTY-  TN/ROANE
 FC0898  USGS QUAD   -  CARDIFF (1990)
 FC0898
 FC0898                         *CURRENT SURVEY CONTROL
 FC0898  ___________________________________________________________________
 FC0898* NAD 83(1986)-  35 53 50.     (N)    084 42 10.     (W)     SCALED    
 FC0898* NAVD 88     -       503.64   (+/-2cm)    1652.4    (feet)  VERTCON   
 FC0898  ___________________________________________________________________
 FC0898  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC0898
 FC0898  VERT ORDER  -  THIRD (See Below)
 FC0898
 FC0898.The horizontal coordinates were scaled from a topographic map and have
 FC0898.an estimated accuracy of +/- 6 seconds.
 FC0898
 FC0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0898.The vertical order pertains to the NGVD 29 superseded value.
 FC0898
 FC0898.The geoid height was determined by GEOID03.
 FC0898
 FC0898;                    North         East    Units  Estimated Accuracy
 FC0898;SPC TN       -   174,290.      717,110.      MT  (+/- 180 meters Scaled)
 FC0898
 FC0898                          SUPERSEDED SURVEY CONTROL
 FC0898
 FC0898  NGVD 29 (??/??/??)  503.74   (m)         1652.7    (f) RESET       3  
 FC0898
 FC0898.Superseded values are not recommended for survey control.
 FC0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0898.See file dsdata.txt to determine how the superseded data were derived.
 FC0898
 FC0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE073749(NAD 83)
 FC0898_MARKER: DR = REFERENCE MARK DISK
 FC0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0898_SP_SET: MONUMENT
 FC0898_STAMPING: ROANE 1960 NO 3 1971
 FC0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0898
 FC0898  HISTORY     - Date     Condition        Report By
 FC0898  HISTORY     - 1971     MONUMENTED       NGS
 FC0898
 FC0898                          STATION DESCRIPTION
 FC0898
 FC0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0898'3 MI NW FROM ROCKWOOD.
 FC0898'THIS MARK IS LOCATED AT THE ROANE 1960 TRAVERSE STATION SITE,
 FC0898'63 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FC0898'60 FEET SOUTH OF A POINT DIRECTLY UNDER THE CENTER OF AN OVERHEAD
 FC0898'POWER TRANSMISSION LINE, 49 FEET EAST OF A 12-INCH, TRIANGLE BLAZED
 FC0898'WHITE OAK TREE, 39.50 FEET NORTHEAST OF ROANE R.M. 4, 29.05 FEET
 FC0898'EAST OF ROANE 1960, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST
 FC0898'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN
 FC0898'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FC0898'THE DISK IS STAMPED ROANE 1960 NO 3 1971.  AN ELEVATION WAS
 FC0898'TRANSFERRED TO THIS MARK FROM BENCH MARK ROANE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0899 ***********************************************************************
 FC0899  DESIGNATION -  ROANE RM 4
 FC0899  PID         -  FC0899
 FC0899  STATE/COUNTY-  TN/ROANE
 FC0899  USGS QUAD   -  CARDIFF (1990)
 FC0899
 FC0899                         *CURRENT SURVEY CONTROL
 FC0899  ___________________________________________________________________
 FC0899* NAD 83(1986)-  35 53 50.     (N)    084 42 10.     (W)     SCALED    
 FC0899* NAVD 88     -       503.88   (+/-2cm)    1653.1    (feet)  VERTCON   
 FC0899  ___________________________________________________________________
 FC0899  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC0899
 FC0899  VERT ORDER  -  THIRD (See Below)
 FC0899
 FC0899.The horizontal coordinates were scaled from a topographic map and have
 FC0899.an estimated accuracy of +/- 6 seconds.
 FC0899
 FC0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0899.The vertical order pertains to the NGVD 29 superseded value.
 FC0899
 FC0899.The geoid height was determined by GEOID03.
 FC0899
 FC0899;                    North         East    Units  Estimated Accuracy
 FC0899;SPC TN       -   174,290.      717,110.      MT  (+/- 180 meters Scaled)
 FC0899
 FC0899                          SUPERSEDED SURVEY CONTROL
 FC0899
 FC0899  NGVD 29 (??/??/??)  503.97   (m)         1653.4    (f) RESET       3  
 FC0899
 FC0899.Superseded values are not recommended for survey control.
 FC0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0899.See file dsdata.txt to determine how the superseded data were derived.
 FC0899
 FC0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE073749(NAD 83)
 FC0899_MARKER: DR = REFERENCE MARK DISK
 FC0899_SETTING: 66 = SET IN ROCK OUTCROP
 FC0899_SP_SET: SAND STONE ROCK
 FC0899_STAMPING: ROANE 1960 NO 4 1971
 FC0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0899+STABILITY: POSITION/ELEVATION WELL
 FC0899
 FC0899  HISTORY     - Date     Condition        Report By
 FC0899  HISTORY     - 1971     MONUMENTED       NGS
 FC0899
 FC0899                          STATION DESCRIPTION
 FC0899
 FC0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0899'3 MI NW FROM ROCKWOOD.
 FC0899'THIS MARK IS LOCATED AT THE ROANE 1960 TRAVERSE STATION SITE, 51
 FC0899'FEET EAST OF THE APPROXIMATE CENTER OF A DIM WOODS ROAD, 42 FEET
 FC0899'SOUTHEAST OF A 12-INCH, TRIANGLE BLAZED WHITE OAK TREE, 39.50
 FC0899'FEET SOUTHWEST OF ROANE R.M. 3, 33.03 FEET SOUTH OF ROANE 1960,
 FC0899'11 FEET EAST-NORTHEAST OF A 16-INCH WHITE OAK TREE, AND 10 FEET
 FC0899'WEST-SOUTHWEST OF A 10-INCH POST OAK TREE.  IT IS A STANDARD
 FC0899'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A LARGE SANDSTONE
 FC0899'ROCK AND THE DISK IS STAMPED ROANE 1960 NO 4 1971.  AN ELEVATION
 FC0899'WAS TRANSFERRED TO THIS MARK FROM BENCH MARK ROANE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0859 ***********************************************************************
 FE0859  DESIGNATION -  ROB
 FE0859  PID         -  FE0859
 FE0859  STATE/COUNTY-  TN/MADISON
 FE0859  USGS QUAD   -  DENMARK (1981)
 FE0859
 FE0859                         *CURRENT SURVEY CONTROL
 FE0859  ___________________________________________________________________
 FE0859* NAD 83(1995)-  35 36 49.34008(N)    089 00 44.55655(W)     ADJUSTED  
 FE0859* NAVD 88     -       121.702  (meters)     399.28   (feet)  ADJUSTED  
 FE0859  ___________________________________________________________________
 FE0859  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE0859  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0859  DYNAMIC HT  -         121.594 (meters)     398.93  (feet)  COMP
 FE0859  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 FE0859
 FE0859  HORZ ORDER  -  SECOND
 FE0859  VERT ORDER  -  SECOND    CLASS 0
 FE0859
 FE0859.The horizontal coordinates were established by classical geodetic methods
 FE0859.and adjusted by the National Geodetic Survey in April 1999..
 FE0859
 FE0859.The orthometric height was determined by differential leveling
 FE0859.and adjusted by the National Geodetic Survey in June 1991..
 FE0859
 FE0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0859
 FE0859.The geoid height was determined by GEOID03.
 FE0859
 FE0859.The dynamic height is computed by dividing the NAVD 88
 FE0859.geopotential number by the normal gravity value computed on the
 FE0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0859.degrees latitude (g = 980.6199 gals.).
 FE0859
 FE0859.The modeled gravity was interpolated from observed gravity values.
 FE0859
 FE0859;                    North         East     Units Scale Factor Converg.
 FE0859;SPC TN       -   146,255.914   327,129.757   MT  0.99995576   -1 45 48.8
 FE0859;SPC TN       -   479,841.28  1,073,258.21   sFT  0.99995576   -1 45 48.8
 FE0859;UTM  16      - 3,942,968.455   317,736.706   MT  1.00000938   -1 10 19.8
 FE0859
 FE0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0859!SPC TN       -   0.99998531  x   0.99995576  =   0.99994107
 FE0859!UTM  16      -   0.99998531  x   1.00000938  =   0.99999469
 FE0859
 FE0859:                Primary Azimuth Mark                     Grid Az
 FE0859:SPC TN       -  CUB                                      070 40 33.1
 FE0859:UTM  16      -  CUB                                      070 05 04.1
 FE0859
 FE0859|---------------------------------------------------------------------|
 FE0859| PID    Reference Object                     Distance      Geod. Az  |
 FE0859|                                                           dddmmss.s |
 FE0859| FE0596 CUB                                 APPROX. 2.9 KM 0685444.3 |
 FE0859| FE0860 ROB RM 1                              9.075 METERS 06914     |
 FE0859| FE0858 ROB RM 2                             14.188 METERS 24907     |
 FE0859|---------------------------------------------------------------------|
 FE0859
 FE0859                          SUPERSEDED SURVEY CONTROL
 FE0859
 FE0859  NAD 83(1995)-  35 36 49.34525(N)    089 00 44.56023(W) AD(       ) 2
 FE0859  NAD 83(1986)-  35 36 49.35164(N)    089 00 44.55739(W) AD(       ) 2
 FE0859  NAD 27      -  35 36 49.08160(N)    089 00 44.32800(W) AD(       ) 2
 FE0859  NGVD 29 (??/??/??)  121.726  (m)          399.36   (f) ADJUSTED    2 0
 FE0859
 FE0859.Superseded values are not recommended for survey control.
 FE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0859.See file dsdata.txt to determine how the superseded data were derived.
 FE0859
 FE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1773742968(NAD 83)
 FE0859_MARKER: DE = TRAVERSE STATION DISK
 FE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0859_STAMPING: ROB 1959
 FE0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0859+STABILITY: SURFACE MOTION
 FE0859
 FE0859  HISTORY     - Date     Condition        Report By
 FE0859  HISTORY     - 1959     MONUMENTED       CGS
 FE0859  HISTORY     - 1959     GOOD             CGS
 FE0859  HISTORY     - 20020603 POOR             USACE
 FE0859
 FE0859                          STATION DESCRIPTION
 FE0859
 FE0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0859'THE STATION IS LOCATED ABOUT 2 MILES WEST OF HUNTERSVILLE ON THE
 FE0859'NORTH SIDE OF THE INTERSTATE HIGHWAY, 60 FEET SOUTHWEST OF
 FE0859'A POWERLINE POLE WITH A TRANSFORMER ON IT, 4 FEET EAST OF A METAL
 FE0859'WITNESS POST AND 3 FEET NORTH OF A CUT-BANK WHICH IS ABOUT 5
 FE0859'FEET HIGHER THAN THE ROAD. THE MARK IS A STANDARD TRAVERSE DISK SET
 FE0859'IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 FE0859'OF THE GROUND AND IS STAMPED ROB 1959.
 FE0859'
 FE0859'REFERENCE MARK NO. 1 IS 34 FEET SOUTH-SOUTHWEST OF THE POWERLINE POLE
 FE0859'AND 3 FEET NORTH OF THE CUT-BANK.  THE MARK IS A STANDARD
 FE0859'TRAVERSE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST, SET
 FE0859'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED ROB NO 1
 FE0859'1959.
 FE0859'
 FE0859'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE EDGE OF A PLOWED FIELD
 FE0859'AND 3 FEET NORTH OF THE CUT-BANK. THE MARK IS A STANDARD
 FE0859'TRAVERSE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST, SET
 FE0859'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED ROB
 FE0859'NO 2 1959.
 FE0859'
 FE0859'TRAVERSE STATION CUB WILL SERVE AS THE AZIMUTH MARK.
 FE0859'
 FE0859'TO REACH THE STATION FROM THE SCHOOL ACROSS THE STREET FROM IKE SHAWS
 FE0859'STORE IN HUNTERSVILLE, GO WEST ON U. S.  HIGHWAY NO. 70 FOR
 FE0859'0.4 MILE TO THE HUNTERSVILLE-PROVIDENCE ROAD, CONTINUE WEST ON U.S.
 FE0859'HIGHWAY NO. 70 FOR 2.0 MILES TO A SIDE ROAD ON THE RIGHT,
 FE0859'TURN RIGHT AND GO BACK EAST ON THE INTERSTATE HIGHWAY FOR 0.3 MILE TO
 FE0859'THE STATION ON THE LEFT AS DESCRIBED.
 FE0859'
 FE0859'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FE0859
 FE0859                          STATION RECOVERY (1959)
 FE0859
 FE0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0859'14.6 MI ENE FROM BROWNSVILLE.
 FE0859'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0859'BROWNSVILLE, THENCE 4.85 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0859'40, 0.5 MILE EAST FROM L 215.  IT IS 60 FEET SOUTHWEST OF A
 FE0859'POWERLINE POLE WITH A TRANSFORMER ON IT, 4 FEET EAST OF A
 FE0859'WITNESS SIGN, 3 FEET NORTH OF A ROAD-CUT WHICH IS ABOUT 5
 FE0859'FEET HIGHER THAN THE ROAD.  THE DISK IS SET IN THE TOP OF A
 FE0859'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURROUNDING SURFACE
 FE0859'AND IS ABOUT 30 FEET HIGHER THAN THE ROAD.
 FE0859
 FE0859                          STATION RECOVERY (2002)
 FE0859
 FE0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0859'DISK SHEARED OFF AND CONCRETE LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1541 ***********************************************************************
 FD1541  DESIGNATION -  ROB
 FD1541  PID         -  FD1541
 FD1541  STATE/COUNTY-  TN/LAWRENCE
 FD1541  USGS QUAD   -  BODENHAM (1986)
 FD1541
 FD1541                         *CURRENT SURVEY CONTROL
 FD1541  ___________________________________________________________________
 FD1541* NAD 83(1995)-  35 11 33.26671(N)    087 13 01.09755(W)     ADJUSTED  
 FD1541* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 FD1541  ___________________________________________________________________
 FD1541  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD1541  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FD1541
 FD1541  HORZ ORDER  -  SECOND
 FD1541
 FD1541.The horizontal coordinates were established by classical geodetic methods
 FD1541.and adjusted by the National Geodetic Survey in April 1999..
 FD1541
 FD1541.The orthometric height was scaled from a topographic map.
 FD1541
 FD1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1541
 FD1541.The geoid height was determined by GEOID03.
 FD1541
 FD1541;                    North         East     Units Scale Factor Converg.
 FD1541;SPC TN       -    96,022.515   489,167.480   MT  1.00001063   -0 42 44.9
 FD1541;SPC TN       -   315,033.87  1,604,876.97   sFT  1.00001063   -0 42 44.9
 FD1541;UTM  16      - 3,894,420.693   480,247.470   MT  0.99960481   -0 07 30.2
 FD1541
 FD1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1541!SPC TN       -   0.99995630  x   1.00001063  =   0.99996693
 FD1541!UTM  16      -   0.99995630  x   0.99960481  =   0.99956112
 FD1541
 FD1541:                Primary Azimuth Mark                     Grid Az
 FD1541:SPC TN       -  ROB AZ MK                                003 56 38.5
 FD1541:UTM  16      -  ROB AZ MK                                003 21 23.8
 FD1541
 FD1541|---------------------------------------------------------------------|
 FD1541| PID    Reference Object                     Distance      Geod. Az  |
 FD1541|                                                           dddmmss.s |
 FD1541| CG6484 ROB AZ MK                                          0031353.6 |
 FD1541| CG6486 ROB RM 2                             22.659 METERS 08706     |
 FD1541| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX.12.0 KM 2971527.1 |
 FD1541| CG6485 ROB RM 1                             31.791 METERS 33444     |
 FD1541|---------------------------------------------------------------------|
 FD1541
 FD1541                          SUPERSEDED SURVEY CONTROL
 FD1541
 FD1541  NAD 83(1995)-  35 11 33.26738(N)    087 13 01.09865(W) AD(       ) 2
 FD1541  NAD 83(1995)-  35 11 33.27476(N)    087 13 01.09935(W) AD(       ) 2
 FD1541  NAD 83(1986)-  35 11 33.27715(N)    087 13 01.09966(W) AD(       ) 2
 FD1541  NAD 27      -  35 11 32.98600(N)    087 13 01.04700(W) AD(       ) 2
 FD1541
 FD1541.Superseded values are not recommended for survey control.
 FD1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1541.See file dsdata.txt to determine how the superseded data were derived.
 FD1541
 FD1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8024794421(NAD 83)
 FD1541_MARKER: DS = TRIANGULATION STATION DISK
 FD1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1541
 FD1541  HISTORY     - Date     Condition        Report By
 FD1541  HISTORY     - 1934     MONUMENTED       CGS
 FD1541  HISTORY     - 1962     GOOD             CGS
 FD1541
 FD1541                          STATION DESCRIPTION
 FD1541
 FD1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1541'ABOUT 7 MILES SOUTHEAST OF LAWRENCEBURG, ON LAWRENCE-GILES COUNTY
 FD1541'LINE, AND ON
 FD1541'PROPERTY OF JEFF ROBINSON.  TO REACH FROM LAWRENCEBURG,
 FD1541'GO EAST 6.45 MILES ON U S ROUTE
 FD1541'64, TURN RIGHT ONTO DIRT ROAD AT
 FD1541'YELLOW HOUSE IN SOUTHEAST ROAD ANGLE, GO 0.8 MILE,
 FD1541'TURN LEFT ONTO
 FD1541'T-ROAD, AND CONTINUE 1.6 MILES ON MAIN ROAD TO POINT WHERE IT TURNS
 FD1541'SHARPLY EAST.
 FD1541'STATION IS 21 FEET EAST OF TRIANGLE-BLAZED TREE, ON
 FD1541'FENCE LINE, AND 18 FEET SOUTH OF
 FD1541'CENTER LINE OF ROAD AFTER IT TURNS
 FD1541'EAST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1541'STATION DISKS IN
 FD1541'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1541'REFERENCE DISKS
 FD1541'IN CONCRETE.  NO 1 IS 6 FEET SOUTH-
 FD1541'SOUTHEAST OF 16-INCH OAK TREE AND
 FD1541'104.30 FEET FROM STATION N 25 DEG 16 MIN W.
 FD1541'NO 2 IS 8 FEET SOUTH OF CENTER LINE
 FD1541'OF ROAD, 4 FEET
 FD1541'NORTHWEST OF 10-INCH OAK TREE, AND 74.34 FEET SOUTH FROM STATION
 FD1541'MIN.  DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO
 FD1541'2 IS 149.39 FEET.  AZIMUTH MARK IS 18
 FD1541'FEET WEST FROM CENTER LINE OF
 FD1541'ROAD, ON PROPERTY OF GEORGE ROBINSON, SOUTHEAST OF HIS
 FD1541'HOUSE, AND 0.3
 FD1541'MILE FROM STATION. N 03 DEG 14 MIN E.
 FD1541
 FD1541                          STATION RECOVERY (1962)
 FD1541
 FD1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1541'THE STATION AND ALL AMRKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1541'THE ORIGINAL
 FD1541'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 FD1541'COMPLETE DESCRIPTION.
 FD1541'
 FD1541'STATION IS ABOUT 8 MILES WEST OF PULASKI, 7 MILES SOUTHEAST OF
 FD1541'LAWRENCEBURG, 7 MILES
 FD1541'NORTHWEST OF GOODSPRING, AND IN A BARN LOT ON THE PROPERTY OF J
 FD1541'D MOTE AT THE
 FD1541'GILES-LAWRENCE COUNTY LINE.
 FD1541'
 FD1541'TO REACH FROM THE TRAFFIC LIGHT ON U S HIGHWAY 64, 1 BLOCK NORTH OF
 FD1541'THE LAWRENCE COUNTY
 FD1541'COURTHOUSE SQUARE IN LAWRENCEBURG, GO EAST ON U S
 FD1541'HIGHWAY 64 FOR 0.25 MILE TO THE
 FD1541'JUNCTION WITH U S HIGHWAY 34.  HERE
 FD1541'CONTINUE EASTERLY ON U S HIGHWAY FOR 1.55 MILES TO
 FD1541'A CROSSROAD
 FD1541'(SNADUSKY ROAD ON THE LEFT AND WEST SIDE ROAD ON THE RIGHT).  HERE
 FD1541'TURN RIGHT ON WEST
 FD1541'SIDE ROAD AND GO IN A GENERAL SOUTHEASTERLY
 FD1541'DIRECTION FOR 0.9 MILE TO A T
 FD1541'CROSSROAD (LANTZ ROAD ON THE RIGHT AND
 FD1541'WEST SIDE ROAD ON THE LEFT), TURN LEFT,
 FD1541'EASTERLY, ON WEST SIDE ROAD
 FD1541'FOR 1.05 MILE TO A FORK, KEEP RIGHT FORK, SOUTHERLY ON
 FD1541'WEST SIDE ROAD FOR
 FD1541'0.4 MILE TO THE E C CARNER RESIDENCE ON THE RIGHT AND THE AZIMUTH
 FD1541'MARK.
 FD1541'CONTINUE SOUTH ON WEST SIDE ROAD FOR 0.2 MILE TO
 FD1541'A FORK WHERE WEST SIDE ROAD BEARS LEFT
 FD1541'AND A GRAVELED ROAD CONTINUES
 FD1541'STRAIGHT AHEAD, AND THE STATION IN A BARN LOT IN THE
 FD1541'SOUTHEAST ANGLE.
 FD1541'
 FD1541'THE STATION IS 81 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BARN
 FD1541'LOT, 75 FEET WEST OF THE
 FD1541'NORTHWEST CORNER OF THE BARN, 70 FEET SOUTH OF THE
 FD1541'APPROXIMATE CENTER OF WEST SIDE
 FD1541'ROAD AT CURVE, 49 FEET SOUTHEAST OF
 FD1541'THE NORTHWEST CORNER OF BARN LOT, 46 FEET EAST OF
 FD1541'THE APPROXIMATE
 FD1541'CENTER OF THE GRAVELED ROAD, 38 FEET SOUTH OF A FENCE, 30 FEET EAST
 FD1541'OF A FENCE, AND
 FD1541'2.0 FEET NORTH OF A METAL WITNESS POST AND TVA SIGN.
 FD1541'IT IS A STANDARD DISK SET IN THE
 FD1541'TOP OF A 10-INCH SQUARE, CONCRETE
 FD1541'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 FD1541'STAMPED ROB 1934.
 FD1541'
 FD1541'REFERENCE MARK NO 1 IS ACROSS THE ROAD TO THE NORTHWEST OF THE
 FD1541'STATION, 50 FEET WEST OF THE
 FD1541'APPROXIMATE CENTER OF WEST SIDE ROAD AT CURVE, 18 FEET
 FD1541'WEST OF THE APPROXIMATE CENTER
 FD1541'OF THE GRAVELED ROAD, 6 FEET SOUTHEAST
 FD1541'OF A 24-INCH OAK TREE, AND 1.7 FEET EAST OF A
 FD1541'METAL WITNESS POST AND
 FD1541'TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1541'SQUARE, CONCRETE
 FD1541'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED ROB
 FD1541'NO 1 1934.
 FD1541'
 FD1541'REFERENCE MARK NO 2 IS IN THE SAME LOT AS THE STATION, 38 FEET SOUTH
 FD1541'OF THE APPROXIMATE
 FD1541'CENTER OF WEST SIDE ROAD, 22 FEET SOUTH OF THE NORTHEAST
 FD1541'CORNER OF BARN LOT FENCE, 14
 FD1541'FEET NORTH OF THE NORTHWEST CORNER OF
 FD1541'BARN, 5 FEET WEST OF A 20-INCH OAK TREE, AND
 FD1541'1.0 FOOT WEST OF THE
 FD1541'BARN LOT FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1541'10-INCH, SQUARE,
 FD1541'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 FD1541'STAMPED ROB NO 2 1934.
 FD1541'
 FD1541'THE AZIMUTH MARK IS ON THE PROPERTY OF E C GARNER, IN THE NORTHEAST
 FD1541'CORNER OF A SMALL ORCHARD,
 FD1541'70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FD1541'48 FEET SOUTHWEST OF POWERLINE
 FD1541'POLE NO 9, 21 FEET WEST OF THE
 FD1541'APPROXIMATE CENTER OF WEST END ROAD, 20 FEET EAST
 FD1541'OF THE SOUTHEAST
 FD1541'CORNER OF A CONCRETE ROOT CELLAR, AND 1.8 FEET EAST OF A METAL
 FD1541'WITNESS POST AND
 FD1541'TVA SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET
 FD1541'IN THE TOP OF A 10-INCH, SQUARE,
 FD1541'CONCRETE MONUMENT THAT PROJECTS 8
 FD1541'INCHES AND THE DISK IS STAMPED ROB AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0860 ***********************************************************************
 FE0860  DESIGNATION -  ROB RM 1
 FE0860  PID         -  FE0860
 FE0860  STATE/COUNTY-  TN/MADISON
 FE0860  USGS QUAD   -  DENMARK (1981)
 FE0860
 FE0860                         *CURRENT SURVEY CONTROL
 FE0860  ___________________________________________________________________
 FE0860* NAD 83(1986)-  35 36 49.     (N)    089 00 45.     (W)     SCALED    
 FE0860* NAVD 88     -       121.772  (meters)     399.51   (feet)  ADJUSTED  
 FE0860  ___________________________________________________________________
 FE0860  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0860  DYNAMIC HT  -         121.664 (meters)     399.16  (feet)  COMP
 FE0860  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0860
 FE0860  VERT ORDER  -  SECOND    CLASS 0
 FE0860
 FE0860.The horizontal coordinates were scaled from a topographic map and have
 FE0860.an estimated accuracy of +/- 6 seconds.
 FE0860
 FE0860.The orthometric height was determined by differential leveling
 FE0860.and adjusted by the National Geodetic Survey in June 1991..
 FE0860
 FE0860.The geoid height was determined by GEOID03.
 FE0860
 FE0860.The dynamic height is computed by dividing the NAVD 88
 FE0860.geopotential number by the normal gravity value computed on the
 FE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0860.degrees latitude (g = 980.6199 gals.).
 FE0860
 FE0860.The modeled gravity was interpolated from observed gravity values.
 FE0860
 FE0860;                    North         East    Units  Estimated Accuracy
 FE0860;SPC TN       -   146,250.      327,120.      MT  (+/- 180 meters Scaled)
 FE0860
 FE0860                          SUPERSEDED SURVEY CONTROL
 FE0860
 FE0860  NGVD 29 (??/??/??)  121.796  (m)          399.59   (f) ADJUSTED    2 0
 FE0860
 FE0860.Superseded values are not recommended for survey control.
 FE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0860.See file dsdata.txt to determine how the superseded data were derived.
 FE0860
 FE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE177429(NAD 83)
 FE0860_MARKER: DR = REFERENCE MARK DISK
 FE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0860_STAMPING: ROB NO 1 1959
 FE0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0860+STABILITY: SURFACE MOTION
 FE0860
 FE0860  HISTORY     - Date     Condition        Report By
 FE0860  HISTORY     - 1959     MONUMENTED       CGS
 FE0860  HISTORY     - 1959     GOOD             CGS
 FE0860
 FE0860                          STATION DESCRIPTION
 FE0860
 FE0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0860'14.6 MI ENE FROM BROWNSVILLE.
 FE0860'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0860'BROWNSVILLE, THENCE 4.85 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0860'40, 0.5 MILE EAST FROM L 215.  IT IS 29.7 FEET EAST-NORTHEAST
 FE0860'OF THE STATION MARK, 34 FEET SOUTH-SOUTHWEST OF A POWERLINE
 FE0860'POLE, AND 3 FEET NORTH OF A ROAD-CUT.  THE DISK IS SET IN THE
 FE0860'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURROUNDING
 FE0860'SURFACE AND IS ABOUT 30 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0858 ***********************************************************************
 FE0858  DESIGNATION -  ROB RM 2
 FE0858  PID         -  FE0858
 FE0858  STATE/COUNTY-  TN/MADISON
 FE0858  USGS QUAD   -  DENMARK (1981)
 FE0858
 FE0858                         *CURRENT SURVEY CONTROL
 FE0858  ___________________________________________________________________
 FE0858* NAD 83(1986)-  35 36 49.     (N)    089 00 45.     (W)     SCALED    
 FE0858* NAVD 88     -       121.434  (meters)     398.40   (feet)  ADJUSTED  
 FE0858  ___________________________________________________________________
 FE0858  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0858  DYNAMIC HT  -         121.325 (meters)     398.05  (feet)  COMP
 FE0858  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0858
 FE0858  VERT ORDER  -  SECOND    CLASS 0
 FE0858
 FE0858.The horizontal coordinates were scaled from a topographic map and have
 FE0858.an estimated accuracy of +/- 6 seconds.
 FE0858
 FE0858.The orthometric height was determined by differential leveling
 FE0858.and adjusted by the National Geodetic Survey in June 1991..
 FE0858
 FE0858.The geoid height was determined by GEOID03.
 FE0858
 FE0858.The dynamic height is computed by dividing the NAVD 88
 FE0858.geopotential number by the normal gravity value computed on the
 FE0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0858.degrees latitude (g = 980.6199 gals.).
 FE0858
 FE0858.The modeled gravity was interpolated from observed gravity values.
 FE0858
 FE0858;                    North         East    Units  Estimated Accuracy
 FE0858;SPC TN       -   146,250.      327,120.      MT  (+/- 180 meters Scaled)
 FE0858
 FE0858                          SUPERSEDED SURVEY CONTROL
 FE0858
 FE0858  NGVD 29 (??/??/??)  121.458  (m)          398.48   (f) ADJUSTED    2 0
 FE0858
 FE0858.Superseded values are not recommended for survey control.
 FE0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0858.See file dsdata.txt to determine how the superseded data were derived.
 FE0858
 FE0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE177429(NAD 83)
 FE0858_MARKER: DR = REFERENCE MARK DISK
 FE0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0858_STAMPING: ROB NO 2 1959
 FE0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0858+STABILITY: SURFACE MOTION
 FE0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0858+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0858
 FE0858  HISTORY     - Date     Condition        Report By
 FE0858  HISTORY     - 1959     MONUMENTED       CGS
 FE0858  HISTORY     - 1959     GOOD             CGS
 FE0858  HISTORY     - 20020603 GOOD             USACE
 FE0858
 FE0858                          STATION DESCRIPTION
 FE0858
 FE0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0858'14.6 MI ENE FROM BROWNSVILLE.
 FE0858'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0858'BROWNSVILLE, THENCE 4.85 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0858'40, 0.5 MILE EAST FROM L 215.  IT IS 46.5 FEET WEST-SOUTHWEST
 FE0858'OF THE STATION MARK, 36 FEET SOUTH OF THE EDGE OF A PLOWED
 FE0858'FIELD, AND 3 FEET NORTH OF A ROAD-CUT.  THE DISK IS SET IN THE
 FE0858'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURROUNDING
 FE0858'SURFACE AND IS ABOUT 30 FEET HIGHER THAN THE ROAD.
 FE0858
 FE0858                          STATION RECOVERY (2002)
 FE0858
 FE0858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2589 ***********************************************************************
 GB2589  DESIGNATION -  ROBBINS
 GB2589  PID         -  GB2589
 GB2589  STATE/COUNTY-  TN/SCOTT
 GB2589  USGS QUAD   -  ROBBINS (1980)
 GB2589
 GB2589                         *CURRENT SURVEY CONTROL
 GB2589  ___________________________________________________________________
 GB2589* NAD 83(1995)-  36 20 44.21283(N)    084 30 19.13305(W)     ADJUSTED  
 GB2589* NAVD 88     -       575.13   (+/-2cm)    1886.9    (feet)  VERTCON   
 GB2589  ___________________________________________________________________
 GB2589  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GB2589  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB2589
 GB2589  HORZ ORDER  -  FIRST
 GB2589  VERT ORDER  -  THIRD ? (See Below)
 GB2589
 GB2589.The horizontal coordinates were established by classical geodetic methods
 GB2589.and adjusted by the National Geodetic Survey in April 1999..
 GB2589
 GB2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2589.The vertical order pertains to the NGVD 29 superseded value.
 GB2589
 GB2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2589
 GB2589.The geoid height was determined by GEOID03.
 GB2589
 GB2589;                    North         East     Units Scale Factor Converg.
 GB2589;SPC TN       -   224,288.925   734,169.046   MT  0.99998817   +0 52 30.2
 GB2589;SPC TN       -   735,854.58  2,408,686.28   sFT  0.99998817   +0 52 30.2
 GB2589;UTM  16      - 4,025,172.840   723,876.134   MT  1.00021757   +1 28 44.8
 GB2589
 GB2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2589!SPC TN       -   0.99991429  x   0.99998817  =   0.99990246
 GB2589!UTM  16      -   0.99991429  x   1.00021757  =   1.00013184
 GB2589
 GB2589|---------------------------------------------------------------------|
 GB2589| PID    Reference Object                     Distance      Geod. Az  |
 GB2589|                                                           dddmmss.s |
 GB2589| DC3132 ROBBINS RM 1                                       14743     |
 GB2589| GB2582 ROUND KNOB RESET                    APPROX. 7.7 KM 1535526.9 |
 GB2589| GB2591 TT 73 E                             108.236 METERS 21216     |
 GB2589| DC3133 ROBBINS RM 2                                       24650     |
 GB2589|---------------------------------------------------------------------|
 GB2589
 GB2589                          SUPERSEDED SURVEY CONTROL
 GB2589
 GB2589  NAD 83(1995)-  36 20 44.21469(N)    084 30 19.13357(W) AD(       ) 1
 GB2589  NAD 83(1995)-  36 20 44.22044(N)    084 30 19.13815(W) AD(       ) 1
 GB2589  NAD 83(1986)-  36 20 44.22239(N)    084 30 19.13439(W) AD(       ) 1
 GB2589  NAD 27      -  36 20 43.93100(N)    084 30 19.34600(W) AD(       ) 1
 GB2589  NGVD 29 (07/19/86)  575.24   (m)         1887.3    (f) LEVELING    3  
 GB2589
 GB2589.Superseded values are not recommended for survey control.
 GB2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2589.See file dsdata.txt to determine how the superseded data were derived.
 GB2589
 GB2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2387625173(NAD 83)
 GB2589_MARKER: DS = TRIANGULATION STATION DISK
 GB2589_SETTING: 66 = SET IN ROCK OUTCROP
 GB2589_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 GB2589
 GB2589  HISTORY     - Date     Condition        Report By
 GB2589  HISTORY     - 1935     MONUMENTED       CGS
 GB2589  HISTORY     - 1965     MARK NOT FOUND   CGS
 GB2589
 GB2589                          STATION DESCRIPTION
 GB2589
 GB2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2589'THE STATION IS ABOUT 4-1/2 MILES, AIRLINE, S OF HUNTSVILLE,
 GB2589'TENNESSEE, ON THE DIVIDE BETWEEN JACKS BRANCH AND ROBBINS CREEK,
 GB2589'20 YARDS E OF CROSS-TRAILS AT THE TOP OF DIVIDE.
 GB2589'
 GB2589'STATION MARK IS A STANDARD BRONZE DISK SET IN A DEPRESSION IN
 GB2589'OUTCROPPING BEDROCK.
 GB2589'
 GB2589'REFERENCE MARK NO.1 IS S OF THE STATION AND ABOUT 3 FEET LOWER THAN
 GB2589'SAME. IT IS A STANDARD BRONZE DISK, SET IN AN IRREGULAR ROCK
 GB2589'OUTCROP, WHICH IS ABOUT 14 BY 22 INCHES AND PROJECTING ABOUT 4
 GB2589'INCHES.
 GB2589'
 GB2589'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SW OF THE STATION AND
 GB2589'ABOUT 7 FEET LOWER THAN SAME, IN THE HIGHEST POINT OF A 5- BY
 GB2589'12-FOOT BOULDER. MARK IS 6 INCHES SW OF THE NE EDGE OF ROCK.
 GB2589'
 GB2589'U.S.G.S. TT 73E 1930 (AZIMUTH MARK) IS SSW OF THE STATION, ALONG PATH
 GB2589'AT POINT WHERE PATH CROSSED DIVIDE OF RIDGE. IT IS A STANDARD
 GB2589'U.S.G.S. DISK, SET IN THE TOP OF A 5- BY 6-FOOT ROUNDED BOULDER,
 GB2589'WHICH PROJECTS ABOUT 2-1/2 FEET.  IT IS ABOUT 10 FEET NE OF A
 GB2589'10-INCH HICKORY TREE, 12 FEET SW OF A DOUBLE OAK TREE.
 GB2589'
 GB2589'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROBBINS, GO S ON U.S.
 GB2589'HIGHWAY 27 FOR 0.3 MILE AND TURN LEFT ON T-ROAD.  CONTINUE FOR 0.2
 GB2589'MILE TO FORKS. TAKE LEFT FORK AND GO 0.35 MILE TO FORKS. TAKE LEFT
 GB2589'FORK AND GO 2.75 MILES TO T-INTERSECTION JUST BEYOND
 GB2589'RAILROAD X-ING. TURN RIGHT FOR 2.4 MILES TO ROBBINS CREEK AND DELPHA
 GB2589'ROBBINS HOUSE ON RIGHT, AND TRAIL LEADING UP CREEK ON LEFT. LEAVE
 GB2589'TRUCK HERE AND FOLLOW TRAIL UP CREEK TO LEFT FOR ABOUT 200 YARDS TO
 GB2589'FORKS IN CREEK. FOLLOW TRAIL UP LEFT FORK OF CREEK FOR ABOUT 1-1/2
 GB2589'MILES TO DIVIDE AND CROSS TRAILS. HERE LEAVE TRAIL AND GO
 GB2589'STRAIGHT UP HILL TO RIGHT FOR ABOUT 150 YARDS TO THE STATION ABOUT 75
 GB2589'FEET BEFORE REACHING TOP OF KNOB. THE STATION MARK IS ABOUT 75 FEET
 GB2589'SSW OF HIGHEST POINT OF KNOB AND 8 FEET LOWER THAN SAME, IN A 6-BY
 GB2589'6-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT ON LOWER SIDE, AND
 GB2589'IS FLUSH WITH THE GROUND ON UPHILL SIDE.
 GB2589'
 GB2589'A 4-FOOT INSTRUMENT STAND WAS USED AND WILL CLEAR ALL LINES.
 GB2589
 GB2589                          STATION RECOVERY (1965)
 GB2589
 GB2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GB2589'REFERENCE MARK NO. 2 AND TT 73E 1930 (USGS) (AZIMUTH MARK) WERE
 GB2589'RECOVERED IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK
 GB2589'NO. 1 WERE NOT FOUND AND ARE PRESUMED LOST DUE TO CONSTRUCTION OF
 GB2589'LOGGING AND MINING ROADS.  IT IS BELIEVED THAT THE STATION SITE
 GB2589'CAN NOW BE REACHED BY 4-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1784 ***********************************************************************
 GB1784  DESIGNATION -  ROBERTS
 GB1784  PID         -  GB1784
 GB1784  STATE/COUNTY-  TN/PUTNAM
 GB1784  USGS QUAD   -  SILVER POINT (1981)
 GB1784
 GB1784                         *CURRENT SURVEY CONTROL
 GB1784  ___________________________________________________________________
 GB1784* NAD 83(1995)-  36 06 58.52835(N)    085 41 06.30212(W)     ADJUSTED  
 GB1784* NAVD 88     -       325.478  (meters)    1067.84   (feet)  ADJUSTED  
 GB1784  ___________________________________________________________________
 GB1784  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GB1784  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1784  DYNAMIC HT  -         325.186 (meters)    1066.88  (feet)  COMP
 GB1784  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 GB1784
 GB1784  HORZ ORDER  -  SECOND
 GB1784  VERT ORDER  -  SECOND    CLASS 0
 GB1784
 GB1784.The horizontal coordinates were established by classical geodetic methods
 GB1784.and adjusted by the National Geodetic Survey in April 1999..
 GB1784
 GB1784.The orthometric height was determined by differential leveling
 GB1784.and adjusted by the National Geodetic Survey in June 1991..
 GB1784
 GB1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1784
 GB1784.The geoid height was determined by GEOID03.
 GB1784
 GB1784.The dynamic height is computed by dividing the NAVD 88
 GB1784.geopotential number by the normal gravity value computed on the
 GB1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1784.degrees latitude (g = 980.6199 gals.).
 GB1784
 GB1784.The modeled gravity was interpolated from observed gravity values.
 GB1784
 GB1784;                    North         East     Units Scale Factor Converg.
 GB1784;SPC TN       -   197,860.475   628,351.092   MT  0.99996049   +0 11 03.7
 GB1784;SPC TN       -   649,147.24  2,061,515.21   sFT  0.99996049   +0 11 03.7
 GB1784;UTM  16      - 3,997,643.751   618,339.272   MT  0.99977255   +0 46 30.5
 GB1784
 GB1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1784!SPC TN       -   0.99995355  x   0.99996049  =   0.99991404
 GB1784!UTM  16      -   0.99995355  x   0.99977255  =   0.99972611
 GB1784
 GB1784|---------------------------------------------------------------------|
 GB1784| PID    Reference Object                     Distance      Geod. Az  |
 GB1784|                                                           dddmmss.s |
 GB1784| GB1785 ROBERTS RM 2                         23.290 METERS 00816     |
 GB1784| GB2427 BAXTER MUNICIPAL TANK               APPROX. 6.2 KM 0424049.9 |
 GB1784| GB1783 ROBERTS RM 1                         26.374 METERS 18501     |
 GB1784| GB1782 ROBERTS AZ MK                                      2054926.8 |
 GB1784|---------------------------------------------------------------------|
 GB1784
 GB1784                          SUPERSEDED SURVEY CONTROL
 GB1784
 GB1784  NAD 83(1995)-  36 06 58.53033(N)    085 41 06.30566(W) AD(       ) 2
 GB1784  NAD 83(1995)-  36 06 58.53116(N)    085 41 06.30564(W) AD(       ) 2
 GB1784  NAD 83(1986)-  36 06 58.54064(N)    085 41 06.30265(W) AD(       ) 2
 GB1784  NAD 27      -  36 06 58.32280(N)    085 41 06.37530(W) AD(       ) 2
 GB1784  NGVD 29 (??/??/92)  325.539  (m)         1068.04   (f) ADJ UNCH    2 0
 GB1784
 GB1784.Superseded values are not recommended for survey control.
 GB1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1784.See file dsdata.txt to determine how the superseded data were derived.
 GB1784
 GB1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1833997644(NAD 83)
 GB1784_MARKER: DE = TRAVERSE STATION DISK
 GB1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1784_STAMPING: ROBERTS 1960
 GB1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1784+STABILITY: SURFACE MOTION
 GB1784
 GB1784  HISTORY     - Date     Condition        Report By
 GB1784  HISTORY     - 1960     MONUMENTED       CGS
 GB1784  HISTORY     - 1960     GOOD             CGS
 GB1784
 GB1784                          STATION DESCRIPTION
 GB1784
 GB1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1784'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF BAXTER, 3.0 MILES
 GB1784'NORTHEAST OF SILVER POINT, AND ALONG THE EAST RIGHT-OF-WAY OF
 GB1784'THE INTERSTATE HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 GB1784'
 GB1784'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BAXTER, GO SOUTHWEST
 GB1784'ON STATE HIGHWAY 53 FOR 4.3 MILES TO THE INTERSTATE HIGHWAY, TURN
 GB1784'LEFT, NORTHEAST, FOR 0.3 MILE TO THE AZIMUTH MARK, CONTINUE STRAIGHT
 GB1784'AHEAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 GB1784'
 GB1784'THE STATION MARK IS 2.7 FEET SOUTH OF A WITNESS SIGN. IT IS A
 GB1784'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 GB1784'ROBERTS 1960.
 GB1784'
 GB1784'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE POST, SET
 GB1784'FLUSH, AND IS STAMPED ROBERTS NO 1 1960.
 GB1784'
 GB1784'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE POST, SET
 GB1784'FLUSH, AND IS STAMPED ROBERTS NO 2 1960.
 GB1784'
 GB1784'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GB1784'SIDEWALK AT THE NORTHWEST CORNER OF THE OVERPASS, SET FLUSH WITH
 GB1784'THE SIDEWALK, AND IS STAMPED ROBERTS 1960.
 GB1784'
 GB1784'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GB1784
 GB1784                          STATION RECOVERY (1960)
 GB1784
 GB1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1784'3 MI NE FROM SILVER POINT.
 GB1784'FROM THE JUNCTION OF STATE HIGWAYS 56 AND 141, AND INTERSTATE
 GB1784'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER SPRINGS, GO 3.0
 GB1784'MILES NORTHEAST ON INTERSTATE HIGHWAY 40.  THE STATION MARK IS
 GB1784'0.25 MILE EAST OF AN OVERPASS, ON THE SOUTHEAST SIDE OF THE
 GB1784'HIGHWAY RIGHT OF WAY, AND 2.7 FT. SOUTH OF A WITNESS SIGN.  THE
 GB1784'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1784'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1782 ***********************************************************************
 GB1782  DESIGNATION -  ROBERTS AZ MK
 GB1782  PID         -  GB1782
 GB1782  STATE/COUNTY-  TN/PUTNAM
 GB1782  USGS QUAD   -  SILVER POINT (1981)
 GB1782
 GB1782                         *CURRENT SURVEY CONTROL
 GB1782  ___________________________________________________________________
 GB1782* NAD 83(1986)-  36 06 52.     (N)    085 41 24.     (W)     SCALED    
 GB1782* NAVD 88     -       326.788  (meters)    1072.14   (feet)  ADJUSTED  
 GB1782  ___________________________________________________________________
 GB1782  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1782  DYNAMIC HT  -         326.495 (meters)    1071.18  (feet)  COMP
 GB1782  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GB1782
 GB1782  VERT ORDER  -  SECOND    CLASS 0
 GB1782
 GB1782.The horizontal coordinates were scaled from a topographic map and have
 GB1782.an estimated accuracy of +/- 6 seconds.
 GB1782
 GB1782.The orthometric height was determined by differential leveling
 GB1782.and adjusted by the National Geodetic Survey in June 1991..
 GB1782
 GB1782.The geoid height was determined by GEOID03.
 GB1782
 GB1782.The dynamic height is computed by dividing the NAVD 88
 GB1782.geopotential number by the normal gravity value computed on the
 GB1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1782.degrees latitude (g = 980.6199 gals.).
 GB1782
 GB1782.The modeled gravity was interpolated from observed gravity values.
 GB1782
 GB1782;                    North         East    Units  Estimated Accuracy
 GB1782;SPC TN       -   197,660.      627,910.      MT  (+/- 180 meters Scaled)
 GB1782
 GB1782                          SUPERSEDED SURVEY CONTROL
 GB1782
 GB1782  NGVD 29 (??/??/92)  326.848  (m)         1072.33   (f) ADJ UNCH    2 0
 GB1782
 GB1782.Superseded values are not recommended for survey control.
 GB1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1782.See file dsdata.txt to determine how the superseded data were derived.
 GB1782
 GB1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE179974(NAD 83)
 GB1782_MARKER: DZ = AZIMUTH MARK DISK
 GB1782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1782_SP_SET: SIDEWALK
 GB1782_STAMPING: ROBERTS 1960
 GB1782_MARK LOGO: CGS   
 GB1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1782
 GB1782  HISTORY     - Date     Condition        Report By
 GB1782  HISTORY     - 1960     MONUMENTED       CGS
 GB1782
 GB1782                          STATION DESCRIPTION
 GB1782
 GB1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1782'2.8 MI NE FROM SILVER POINT.
 GB1782'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1782'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 2.75
 GB1782'MILES NORTHEAST ON INTERSTATE HIGWAY 40 TO AN OVERPASS.  THE
 GB1782'AZIMUTH MARK IS 0.25 MILE EAST OF THE JUNCTION OF INTERSTATE
 GB1782'HIGHWAY 40 AND STATE HIGHWAY 56.  THE DISK IS CEMENTED IN A DRILL
 GB1782'HOLE IN THE SIDEWALK AT THE NORTHWEST CORNER OF AN OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1783 ***********************************************************************
 GB1783  DESIGNATION -  ROBERTS RM 1
 GB1783  PID         -  GB1783
 GB1783  STATE/COUNTY-  TN/PUTNAM
 GB1783  USGS QUAD   -  SILVER POINT (1981)
 GB1783
 GB1783                         *CURRENT SURVEY CONTROL
 GB1783  ___________________________________________________________________
 GB1783* NAD 83(1986)-  36 06 58.     (N)    085 41 06.     (W)     SCALED    
 GB1783* NAVD 88     -       325.373  (meters)    1067.49   (feet)  ADJUSTED  
 GB1783  ___________________________________________________________________
 GB1783  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1783  DYNAMIC HT  -         325.081 (meters)    1066.54  (feet)  COMP
 GB1783  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 GB1783
 GB1783  VERT ORDER  -  SECOND    CLASS 0
 GB1783
 GB1783.The horizontal coordinates were scaled from a topographic map and have
 GB1783.an estimated accuracy of +/- 6 seconds.
 GB1783
 GB1783.The orthometric height was determined by differential leveling
 GB1783.and adjusted by the National Geodetic Survey in June 1991..
 GB1783
 GB1783.The geoid height was determined by GEOID03.
 GB1783
 GB1783.The dynamic height is computed by dividing the NAVD 88
 GB1783.geopotential number by the normal gravity value computed on the
 GB1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1783.degrees latitude (g = 980.6199 gals.).
 GB1783
 GB1783.The modeled gravity was interpolated from observed gravity values.
 GB1783
 GB1783;                    North         East    Units  Estimated Accuracy
 GB1783;SPC TN       -   197,840.      628,360.      MT  (+/- 180 meters Scaled)
 GB1783
 GB1783                          SUPERSEDED SURVEY CONTROL
 GB1783
 GB1783  NGVD 29 (??/??/92)  325.434  (m)         1067.69   (f) ADJ UNCH    2 0
 GB1783
 GB1783.Superseded values are not recommended for survey control.
 GB1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1783.See file dsdata.txt to determine how the superseded data were derived.
 GB1783
 GB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE183976(NAD 83)
 GB1783_MARKER: DR = REFERENCE MARK DISK
 GB1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1783_STAMPING: ROBERTS NO 1 1960
 GB1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1783+STABILITY: SURFACE MOTION
 GB1783
 GB1783  HISTORY     - Date     Condition        Report By
 GB1783  HISTORY     - 1960     MONUMENTED       CGS
 GB1783
 GB1783                          STATION DESCRIPTION
 GB1783
 GB1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1783'3 MI NE FROM SILVER POINT.
 GB1783'THIS MARK IS LOCATED AT THE ROBERTS 1960 STATION SITE, 86.5 FT.
 GB1783'SOUTH OF THE STATION MARK AND IS SET ON THE EAST HIGHWAY RIGHT
 GB1783'OF WAY.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 GB1783'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1785 ***********************************************************************
 GB1785  DESIGNATION -  ROBERTS RM 2
 GB1785  PID         -  GB1785
 GB1785  STATE/COUNTY-  TN/PUTNAM
 GB1785  USGS QUAD   -  SILVER POINT (1981)
 GB1785
 GB1785                         *CURRENT SURVEY CONTROL
 GB1785  ___________________________________________________________________
 GB1785* NAD 83(1986)-  36 06 58.     (N)    085 41 06.     (W)     SCALED    
 GB1785* NAVD 88     -       325.168  (meters)    1066.82   (feet)  ADJUSTED  
 GB1785  ___________________________________________________________________
 GB1785  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1785  DYNAMIC HT  -         324.877 (meters)    1065.87  (feet)  COMP
 GB1785  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 GB1785
 GB1785  VERT ORDER  -  SECOND    CLASS 0
 GB1785
 GB1785.The horizontal coordinates were scaled from a topographic map and have
 GB1785.an estimated accuracy of +/- 6 seconds.
 GB1785
 GB1785.The orthometric height was determined by differential leveling
 GB1785.and adjusted by the National Geodetic Survey in June 1991..
 GB1785
 GB1785.The geoid height was determined by GEOID03.
 GB1785
 GB1785.The dynamic height is computed by dividing the NAVD 88
 GB1785.geopotential number by the normal gravity value computed on the
 GB1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1785.degrees latitude (g = 980.6199 gals.).
 GB1785
 GB1785.The modeled gravity was interpolated from observed gravity values.
 GB1785
 GB1785;                    North         East    Units  Estimated Accuracy
 GB1785;SPC TN       -   197,840.      628,360.      MT  (+/- 180 meters Scaled)
 GB1785
 GB1785                          SUPERSEDED SURVEY CONTROL
 GB1785
 GB1785  NGVD 29 (??/??/92)  325.229  (m)         1067.02   (f) ADJ UNCH    2 0
 GB1785
 GB1785.Superseded values are not recommended for survey control.
 GB1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1785.See file dsdata.txt to determine how the superseded data were derived.
 GB1785
 GB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE183976(NAD 83)
 GB1785_MARKER: DR = REFERENCE MARK DISK
 GB1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1785_STAMPING: ROBERTS NO 2 1960
 GB1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1785+STABILITY: SURFACE MOTION
 GB1785
 GB1785  HISTORY     - Date     Condition        Report By
 GB1785  HISTORY     - 1960     MONUMENTED       CGS
 GB1785
 GB1785                          STATION DESCRIPTION
 GB1785
 GB1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1785'3 MI NE FROM SILVER POINT.
 GB1785'THIS MARK IS LOCATED AT THE ROBERTS 1960 STATION SITE, 76.4 FT.
 GB1785'NORTH OF THE STATION MARK AND IS ON THE EAST HIGHWAY RIGHT OF
 GB1785'WAY.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1785'WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1677 ***********************************************************************
 GC1677  DESIGNATION -  ROCK
 GC1677  PID         -  GC1677
 GC1677  STATE/COUNTY-  TN/HUMPHREYS
 GC1677  USGS QUAD   -  MC EWEN (1982)
 GC1677
 GC1677                         *CURRENT SURVEY CONTROL
 GC1677  ___________________________________________________________________
 GC1677* NAD 83(1995)-  36 06 26.41586(N)    087 42 03.55374(W)     ADJUSTED  
 GC1677* NAVD 88     -       222.340  (meters)     729.46   (feet)  ADJUSTED  
 GC1677  ___________________________________________________________________
 GC1677  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GC1677  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1677  DYNAMIC HT  -         222.148 (meters)     728.83  (feet)  COMP
 GC1677  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GC1677
 GC1677  HORZ ORDER  -  SECOND
 GC1677  VERT ORDER  -  SECOND    CLASS 0
 GC1677
 GC1677.The horizontal coordinates were established by classical geodetic methods
 GC1677.and adjusted by the National Geodetic Survey in April 1999..
 GC1677
 GC1677.The orthometric height was determined by differential leveling
 GC1677.and adjusted by the National Geodetic Survey in June 1991..
 GC1677
 GC1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1677
 GC1677.The geoid height was determined by GEOID03.
 GC1677
 GC1677.The dynamic height is computed by dividing the NAVD 88
 GC1677.geopotential number by the normal gravity value computed on the
 GC1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1677.degrees latitude (g = 980.6199 gals.).
 GC1677
 GC1677.The modeled gravity was interpolated from observed gravity values.
 GC1677
 GC1677;                    North         East     Units Scale Factor Converg.
 GC1677;SPC TN       -   198,156.012   446,854.704   MT  0.99995974   -0 59 45.0
 GC1677;SPC TN       -   650,116.85  1,466,055.81   sFT  0.99995974   -0 59 45.0
 GC1677;UTM  16      - 3,996,081.335   436,906.935   MT  0.99964905   -0 24 47.2
 GC1677
 GC1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1677!SPC TN       -   0.99996962  x   0.99995974  =   0.99992936
 GC1677!UTM  16      -   0.99996962  x   0.99964905  =   0.99961868
 GC1677
 GC1677|---------------------------------------------------------------------|
 GC1677| PID    Reference Object                     Distance      Geod. Az  |
 GC1677|                                                           dddmmss.s |
 GC1677| GC1678 ROCK RM 1                            24.546 METERS 10235     |
 GC1677| GC1679 ROCK AZ MK                          APPROX. 1.0 KM 1081225.9 |
 GC1677| GC1676 ROCK RM 2                            23.227 METERS 26332     |
 GC1677|---------------------------------------------------------------------|
 GC1677
 GC1677                          SUPERSEDED SURVEY CONTROL
 GC1677
 GC1677  NAD 83(1995)-  36 06 26.41745(N)    087 42 03.55724(W) AD(       ) 2
 GC1677  NAD 83(1995)-  36 06 26.41857(N)    087 42 03.55832(W) AD(       ) 2
 GC1677  NAD 83(1986)-  36 06 26.42592(N)    087 42 03.55558(W) AD(       ) 2
 GC1677  NAD 27      -  36 06 26.21030(N)    087 42 03.48210(W) AD(       ) 2
 GC1677  NGVD 29 (??/??/??)  222.36   (m)          729.5    (f) RESET       3  
 GC1677
 GC1677.Superseded values are not recommended for survey control.
 GC1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1677.See file dsdata.txt to determine how the superseded data were derived.
 GC1677
 GC1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3690796081(NAD 83)
 GC1677_MARKER: DD = SURVEY DISK
 GC1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1677_STAMPING: ROCK 1961
 GC1677_MARK LOGO: TNHD  
 GC1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1677+STABILITY: SURFACE MOTION
 GC1677
 GC1677  HISTORY     - Date     Condition        Report By
 GC1677  HISTORY     - 1961     MONUMENTED       TNHD
 GC1677  HISTORY     - 1961     GOOD             TNHD
 GC1677  HISTORY     - 1972     GOOD             LOCSUR
 GC1677
 GC1677                          STATION DESCRIPTION
 GC1677
 GC1677'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1677'5.6 MI NE FROM WAVERLY.
 GC1677'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 GC1677'COUNTY COURTHOUSE IN WAVERLY, GO 5.6 MILES NORTHEAST ON U.S. 70
 GC1677'TO THE STATION ON THE LEFT AS DESCRIBED.  THE STATION IS 43 FEET
 GC1677'WEST OF A TELEPHONE POLE, 22 FEET NORTH OF THE EDGE OF A HIGHWAY
 GC1677'CUT, AND 6.5 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC1677'TENN. HWY. DEPT. DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GC1677'POST AND STAMPED ROCK 1961.
 GC1677
 GC1677                          STATION RECOVERY (1961)
 GC1677
 GC1677'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1677'THE STATION IS LOCATED ABOUT 5.6 MILES NORTHEAST OF WAVERLY.
 GC1677'
 GC1677'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC1677'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO 5.6 MILES NORTHEAST
 GC1677'ON U.S. HIGHWAY 70 TO THE STATION ON THE LEFT AS DESCRIBED.
 GC1677'
 GC1677'THE STATION IS 43 FEET WEST OF A TELEPHONE POLE, 22 FEET NORTH
 GC1677'OF THE EDGE OF A HIGHWAY CUT, AND 6.5 FEET SOUTH OF A WITNESS
 GC1677'POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC1677'HIGHWAY DEPARTMENT DISKS STAMPED ROCK 1961.  THE UNDERGROUND MARK
 GC1677'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS
 GC1677'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1677'
 GC1677'REFERENCE MARK NO. 1 IS 37 FEET EAST OF A TELEPHONE POLE
 GC1677'AND 21 FEET NORTH OF A HIGHWAY CUT.  THE MARK IS A STANDARD
 GC1677'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC1677'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED ROCK RM-1 1961.
 GC1677'
 GC1677'REFERENCE MARK NO. 2 IS 102 FEET EAST OF A TELEPHONE POLE
 GC1677'AND 10 FEET NORTH OF A HIGHWAY CUT.  THE MARK IS A STANDARD
 GC1677'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC1677'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED ROCK RM-2 1961.
 GC1677'
 GC1677'THE AZIMUTH MARK IS 39 FEET NORTH OF THE APPROXIMATE CENTER
 GC1677'OF U.S. HIGHWAY 70, 5 FEET NORTH OF A FENCE, AND 4.1 FEET NORTH OF
 GC1677'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC1677'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC1677'AND THE DISK IS STAMPED ROCK AZI 1961.
 GC1677'
 GC1677'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 GC1677'NORTHEASTERLY ON U.S. HIGHWAY 70 FOR 0.8 MILE TO THE MARK ON THE
 GC1677'RIGHT AS DESCRIBED.
 GC1677'
 GC1677'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC1677
 GC1677                          STATION RECOVERY (1972)
 GC1677
 GC1677'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC1677'STEEL POST AND SURVEY MARKER SIGN SET AT STA. MON.
 GC1677'
 GC1677'REF. NO. 1 - GOOD
 GC1677'
 GC1677'REF. NO. 2 - GOOD
 GC1677'
 GC1677'AZ. MK. REFS. 69.5 FT 510 DEG W. OF POWER POLE NO. 147 38.2 FT EAST
 GC1677'OF 18 IN TWIN WHITE OAK
 GC1677'
 GC1677'AZ MK IS SOUTH OF HWY. 70
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1812 ***********************************************************************
 FC1812  DESIGNATION -  ROCK
 FC1812  PID         -  FC1812
 FC1812  STATE/COUNTY-  TN/ROANE
 FC1812  USGS QUAD   -  ROCKWOOD (1980)
 FC1812
 FC1812                         *CURRENT SURVEY CONTROL
 FC1812  ___________________________________________________________________
 FC1812* NAD 83(1995)-  35 52 00.32623(N)    084 42 51.33532(W)     ADJUSTED  
 FC1812* NAVD 88     -       617.9    (meters)    2027.     (feet)  VERTCON   
 FC1812  ___________________________________________________________________
 FC1812  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 FC1812  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1812
 FC1812  HORZ ORDER  -  SECOND
 FC1812
 FC1812.The horizontal coordinates were established by classical geodetic methods
 FC1812.and adjusted by the National Geodetic Survey in April 1999..
 FC1812
 FC1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1812
 FC1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1812
 FC1812.The geoid height was determined by GEOID03.
 FC1812
 FC1812;                    North         East     Units Scale Factor Converg.
 FC1812;SPC TN       -   170,894.592   716,112.459   MT  0.99994856   +0 45 09.8
 FC1812;SPC TN       -   560,676.67  2,349,445.63   sFT  0.99994856   +0 45 09.8
 FC1812;UTM  16      - 3,971,582.645   706,371.619   MT  1.00012482   +1 20 22.9
 FC1812
 FC1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1812!SPC TN       -   0.99990771  x   0.99994856  =   0.99985627
 FC1812!UTM  16      -   0.99990771  x   1.00012482  =   1.00003252
 FC1812
 FC1812:                Primary Azimuth Mark                     Grid Az
 FC1812:SPC TN       -  ROCKWOOD RESET                           050 18 02.3
 FC1812:UTM  16      -  ROCKWOOD RESET                           049 42 49.2
 FC1812
 FC1812|---------------------------------------------------------------------|
 FC1812| PID    Reference Object                     Distance      Geod. Az  |
 FC1812|                                                           dddmmss.s |
 FC1812| FC1814 ROCKWOOD RESET                      APPROX. 4.3 KM 0510312.1 |
 FC1812| FC1813 ROCKWOOD S MUNICIPAL STANDPIPE      APPROX. 3.2 KM 1043540.7 |
 FC1812| FC1811 MT ROOSEVELT TNGS LOT NC 1           27.083 METERS 19136     |
 FC1812| CZ4531 ROCK RM 1                            19.593 METERS 28350     |
 FC1812|---------------------------------------------------------------------|
 FC1812
 FC1812                          SUPERSEDED SURVEY CONTROL
 FC1812
 FC1812  NAD 83(1995)-  35 52 00.33285(N)    084 42 51.33533(W) AD(       ) 2
 FC1812  NAD 83(1986)-  35 52 00.33854(N)    084 42 51.33358(W) AD(       ) 2
 FC1812  NAD 27      -  35 52 00.07510(N)    084 42 51.54960(W) AD(       ) 2
 FC1812  NGVD 29 (07/19/86)  618.0    (m)         2028.     (f) VERT ANG       
 FC1812
 FC1812.Superseded values are not recommended for survey control.
 FC1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1812.See file dsdata.txt to determine how the superseded data were derived.
 FC1812
 FC1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0637271583(NAD 83)
 FC1812_MARKER: DE = TRAVERSE STATION DISK
 FC1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1812
 FC1812  HISTORY     - Date     Condition        Report By
 FC1812  HISTORY     - 1960     MONUMENTED       CGS
 FC1812  HISTORY     - 1965     GOOD             CGS
 FC1812  HISTORY     - 1965     GOOD             CGS
 FC1812  HISTORY     - 1967     GOOD             CGS
 FC1812  HISTORY     - 1972     GOOD             TVA
 FC1812
 FC1812                          STATION DESCRIPTION
 FC1812
 FC1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1812'THE STATION IS LOCATED ABOUT 2 MILES WEST OF ROCKWOOD NEAR A LOOKOUT
 FC1812'TOWER.
 FC1812'
 FC1812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S.
 FC1812'HIGHWAY 27 IN THE SOUTHWEST PART OF ROCKWOOD, GO WEST ON U.S. HIGHWAY
 FC1812'70 FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN FIRE TOWER,
 FC1812'TURN RIGHT, NORTHEAST, FOR 1.5 MILES TO THE STATION.
 FC1812'
 FC1812'STATION MARK IS 39 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 28
 FC1812'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTH OF A
 FC1812'RETAINING WALL AND 2.4 FEET SOUTHWEST OF A WITNESS SIGN.  THE MARK IS
 FC1812'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC1812'ROCK 1960.
 FC1812'
 FC1812'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE CENTER OF THE GRAVELED
 FC1812'ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTS
 FC1812'8 INCHES, AND IS STAMPED ROCK NO 1 1960.
 FC1812'
 FC1812'REFERENCE MARK NO. 2 IS SET UNDER THE CENTER OF THE T.S.F.S.L.O.T.
 FC1812'NO. NC 1.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS
 FC1812'ENCLOSED CAB, COLORED GRAY AND THE OVER-ALL HEIGHT IS 60 FEET.  THE
 FC1812'MARK IS A STANDARD TENN. GEOD. S. MARK SET IN A CONCRETE POST,
 FC1812'PROJECTS 15 INCHES, AND BEARS NO STAMPING.
 FC1812'
 FC1812'TRAVERSE STATION ROCKWOOD WILL SERVE AS THE AZIMUTH MARK.  SEE
 FC1812'DESCRIPTION THEREOF.
 FC1812'
 FC1812'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FC1812
 FC1812                          STATION RECOVERY (1965)
 FC1812
 FC1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC1812'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FC1812'CONDITION.
 FC1812'
 FC1812'THE ORIGINAL STATION DESCRIPTION AND TO-REACH ARE COMPLETELY
 FC1812'ADEQUATE.
 FC1812
 FC1812                          STATION RECOVERY (1965)
 FC1812
 FC1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1812'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1960
 FC1812'DESCRIPTION IS COMPLETELY ADEQUATE.
 FC1812
 FC1812                          STATION RECOVERY (1967)
 FC1812
 FC1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 FC1812'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FC1812'PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 FC1812
 FC1812                          STATION RECOVERY (1972)
 FC1812
 FC1812'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC1812'ROCK 1960 REPORTED IN GOOD CONDITION.
 FC1812'
 FC1812'DESCRIPTIONS GOOD.
 FC1812'
 FC1812'ROCK NO. 1 REPORTED IN GOOD CONDITION.
 FC1812'
 FC1812'DESCRIPTONS GOOD.
 FC1812'
 FC1812'ROCK RM 2 REPORTED IN GOOD CONDITION.
 FC1812'
 FC1812'DESCRIPTIONS GOOD.
 FC1812'
 FC1812'DISTANCE AND DIRECTION FROM NEAREST TOWN W. OF ROCKWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2409 ***********************************************************************
 GB2409  DESIGNATION -  ROCK
 GB2409  PID         -  GB2409
 GB2409  STATE/COUNTY-  TN/JACKSON
 GB2409  USGS QUAD   -  BURRISTOWN (1979)
 GB2409
 GB2409                         *CURRENT SURVEY CONTROL
 GB2409  ___________________________________________________________________
 GB2409* NAD 83(1995)-  36 26 52.58450(N)    085 34 42.04615(W)     ADJUSTED  
 GB2409* NAVD 88     -       169.9    (meters)     557.     (feet)  VERTCON   
 GB2409  ___________________________________________________________________
 GB2409  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GB2409  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GB2409
 GB2409  HORZ ORDER  -  SECOND
 GB2409
 GB2409.The horizontal coordinates were established by classical geodetic methods
 GB2409.and adjusted by the National Geodetic Survey in April 1999..
 GB2409
 GB2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2409
 GB2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2409
 GB2409.The geoid height was determined by GEOID03.
 GB2409
 GB2409;                    North         East     Units Scale Factor Converg.
 GB2409;SPC TN       -   234,700.439   637,801.803   MT  1.00000570   +0 14 48.7
 GB2409;SPC TN       -   770,013.02  2,092,521.42   sFT  1.00000570   +0 14 48.7
 GB2409;UTM  16      - 4,034,572.575   627,405.643   MT  0.99979999   +0 50 40.9
 GB2409
 GB2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2409!SPC TN       -   0.99997810  x   1.00000570  =   0.99998380
 GB2409!UTM  16      -   0.99997810  x   0.99979999  =   0.99977809
 GB2409
 GB2409|---------------------------------------------------------------------|
 GB2409| PID    Reference Object                     Distance      Geod. Az  |
 GB2409|                                                           dddmmss.s |
 GB2409| CG6495 ROCK RM 1                                          09054     |
 GB2409| CG6496 ROCK RM 2                                          18419     |
 GB2409| GB1926 ROCK AZ MK                                         2142348.1 |
 GB2409|---------------------------------------------------------------------|
 GB2409
 GB2409                          SUPERSEDED SURVEY CONTROL
 GB2409
 GB2409  NAD 83(1995)-  36 26 52.58557(N)    085 34 42.04716(W) AD(       ) 2
 GB2409  NAD 83(1995)-  36 26 52.59248(N)    085 34 42.05087(W) AD(       ) 2
 GB2409  NAD 83(1986)-  36 26 52.59481(N)    085 34 42.05045(W) AD(       ) 2
 GB2409  NAD 27      -  36 26 52.37478(N)    085 34 42.15240(W) AD(       ) 2
 GB2409  NGVD 29 (07/19/86)  170.0    (m)          558.     (f) VERT ANG       
 GB2409
 GB2409.Superseded values are not recommended for survey control.
 GB2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2409.See file dsdata.txt to determine how the superseded data were derived.
 GB2409
 GB2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2740634573(NAD 83)
 GB2409_MARKER: DD = SURVEY DISK
 GB2409_SETTING: 66 = SET IN ROCK OUTCROP
 GB2409
 GB2409  HISTORY     - Date     Condition        Report By
 GB2409  HISTORY     - 1966     MONUMENTED       TNHD
 GB2409
 GB2409                          STATION DESCRIPTION
 GB2409
 GB2409'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2409'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF GAINESBORO.
 GB2409'
 GB2409'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB2409'GAINESBORO, GO EASTERLY ON STATE ROUTE 53 AND 56 FOR 1.35 MILES TO
 GB2409'THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  TURN RIGHT AND GO
 GB2409'EASTERLY ON STATE ROUTE 53 AND 85 FOR 0.85 MILE TO THE JUNCTION OF
 GB2409'STATE ROUTE 135, CONTINUE ON STATE ROUTE 53 AND 85, CROSSING A
 GB2409'BRIDGE, FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE 53 AND STATE
 GB2409'ROUTE 85, KEEP LEFT AND GO NORTHERLY ON STATE ROUTE 53 FOR 7.4 MILES
 GB2409'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY ON STATE ROUTE
 GB2409'53 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 GB2409'
 GB2409'THE STATION IS 40 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2409'53, ABOUT 35 FEET HIGHER THAN THE LEVEL OF THE PAVEMENT AND 14
 GB2409'FEET WEST OF THE EAST EDGE OF A POWERLINE CLEARING.  THE MARK IS A
 GB2409'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GB2409'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED ROCK 1966.
 GB2409'
 GB2409'REFERENCE MARK NO. 1 IS 26 FEET WEST OF A 4-INCH CEDAR TREE AND 11
 GB2409'FEET EAST OF THE WEST EDGE OF THE POWERLINE CLEARING. THE MARK IS A
 GB2409'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GB2409'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED ROCK RM-1 1966.
 GB2409'
 GB2409'REFERENCE MARK NO. 2 IS 28 FEET EAST OF A POWER POLE, 7 FEET WEST OF
 GB2409'A 12-INCH CEDAR TREE AND 2 FEET NORTH OF A 4-INCH HICKORY TREE, THE
 GB2409'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GB2409'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB2409'ROCK RM-2 1966.
 GB2409'
 GB2409'THE AZIMUTH MARK IS 28 FEET NORTH OF A BLACK AND WHITE BRIDGE WARNING
 GB2409'POST, 13 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND
 GB2409'2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  THE MARK IS A
 GB2409'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2409'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2409'ROCK AZI 1966.
 GB2409'
 GB2409'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2409'
 GB2409'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1679 ***********************************************************************
 GC1679  DESIGNATION -  ROCK AZ MK
 GC1679  PID         -  GC1679
 GC1679  STATE/COUNTY-  TN/HUMPHREYS
 GC1679  USGS QUAD   -  MC EWEN (1982)
 GC1679
 GC1679                         *CURRENT SURVEY CONTROL
 GC1679  ___________________________________________________________________
 GC1679* NAD 83(1995)-  36 06 16.50245(N)    087 41 26.41964(W)     ADJUSTED  
 GC1679* NAVD 88     -       232.365  (meters)     762.35   (feet)  ADJUSTED  
 GC1679  ___________________________________________________________________
 GC1679  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GC1679  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1679  DYNAMIC HT  -         232.163 (meters)     761.69  (feet)  COMP
 GC1679  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 GC1679
 GC1679  HORZ ORDER  -  THIRD
 GC1679  VERT ORDER  -  SECOND    CLASS 0
 GC1679
 GC1679.The horizontal coordinates were established by classical geodetic methods
 GC1679.and adjusted by the National Geodetic Survey in April 1999..
 GC1679.No horizontal observational check was made to the station.
 GC1679
 GC1679.The orthometric height was determined by differential leveling
 GC1679.and adjusted by the National Geodetic Survey in June 1991..
 GC1679
 GC1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1679
 GC1679.The geoid height was determined by GEOID03.
 GC1679
 GC1679.The dynamic height is computed by dividing the NAVD 88
 GC1679.geopotential number by the normal gravity value computed on the
 GC1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1679.degrees latitude (g = 980.6199 gals.).
 GC1679
 GC1679.The modeled gravity was interpolated from observed gravity values.
 GC1679
 GC1679;                    North         East     Units Scale Factor Converg.
 GC1679;SPC TN       -   197,834.422   447,778.028   MT  0.99995951   -0 59 23.2
 GC1679;SPC TN       -   649,061.77  1,469,085.08   sFT  0.99995951   -0 59 23.2
 GC1679;UTM  16      - 3,995,769.250   437,833.194   MT  0.99964762   -0 24 25.2
 GC1679
 GC1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1679!SPC TN       -   0.99996805  x   0.99995951  =   0.99992756
 GC1679!UTM  16      -   0.99996805  x   0.99964762  =   0.99961568
 GC1679
 GC1679                          SUPERSEDED SURVEY CONTROL
 GC1679
 GC1679  NAD 83(1995)-  36 06 16.50401(N)    087 41 26.42314(W) AD(       ) 3
 GC1679  NAD 83(1995)-  36 06 16.50515(N)    087 41 26.42409(W) AD(       ) 3
 GC1679  NAD 83(1986)-  36 06 16.51251(N)    087 41 26.42136(W) AD(       ) 3
 GC1679  NAD 27      -  36 06 16.29674(N)    087 41 26.34907(W) AD(       ) 3
 GC1679  NGVD 29 (??/??/??)  232.42   (m)          762.5    (f) RESET       3  
 GC1679
 GC1679.Superseded values are not recommended for survey control.
 GC1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1679.See file dsdata.txt to determine how the superseded data were derived.
 GC1679
 GC1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3783395769(NAD 83)
 GC1679_MARKER: DZ = AZIMUTH MARK DISK
 GC1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1679_STAMPING: ROCK AZI 1961
 GC1679_MARK LOGO: TNHD  
 GC1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1679+STABILITY: SURFACE MOTION
 GC1679
 GC1679  HISTORY     - Date     Condition        Report By
 GC1679  HISTORY     - 1961     MONUMENTED       TNHD
 GC1679  HISTORY     - 1961     GOOD             TNHD
 GC1679
 GC1679                          STATION DESCRIPTION
 GC1679
 GC1679'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1679'6.4 MI NE FROM WAVERLY.
 GC1679'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 GC1679'COUNTY COURTHOUSE IN WAVERLY, GO 6.4 MILES NORTHEAST ON U.S.
 GC1679'70 TO THE MARK ON THE RIGHT.  THE MARK IS 39 FEET NORTH OF THE
 GC1679'APPROXIMATE CENTER OF U.S. 70, 5 FEET NORTH OF A FENCE, AND 4.1
 GC1679'FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD TENN. HWY.
 GC1679'DEPT. DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1679
 GC1679                          STATION RECOVERY (1961)
 GC1679
 GC1679'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1679'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC1679'10 INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC1679'STAMPED ROCK AZI 1961.  IT IS 39 FEET NORTH OF THE
 GC1679'APPROXIMATE CENTER OF U.S. HIGHWAY 70, 5 FEET NORTH OF A FENCE,
 GC1679'AND 4.1 FEET NORTH OF A WITNESS POST.
 GC1679'
 GC1679'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 GC1679'NORTHEASTERLY ON U.S. HIGHWAY 70 FOR 0.8 MILE TO THE MARK ON
 GC1679'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1926 ***********************************************************************
 GB1926  DESIGNATION -  ROCK AZ MK
 GB1926  PID         -  GB1926
 GB1926  STATE/COUNTY-  TN/JACKSON
 GB1926  USGS QUAD   -  BURRISTOWN (1979)
 GB1926
 GB1926                         *CURRENT SURVEY CONTROL
 GB1926  ___________________________________________________________________
 GB1926* NAD 83(1986)-  36 26 40.     (N)    085 34 53.     (W)     SCALED    
 GB1926* NAVD 88     -       158.803  (meters)     521.01   (feet)  ADJUSTED  
 GB1926  ___________________________________________________________________
 GB1926  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB1926  DYNAMIC HT  -         158.665 (meters)     520.55  (feet)  COMP
 GB1926  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GB1926
 GB1926  VERT ORDER  -  SECOND    CLASS 0
 GB1926
 GB1926.The horizontal coordinates were scaled from a topographic map and have
 GB1926.an estimated accuracy of +/- 6 seconds.
 GB1926
 GB1926.The orthometric height was determined by differential leveling
 GB1926.and adjusted by the National Geodetic Survey in June 1991..
 GB1926
 GB1926.The geoid height was determined by GEOID03.
 GB1926
 GB1926.The dynamic height is computed by dividing the NAVD 88
 GB1926.geopotential number by the normal gravity value computed on the
 GB1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1926.degrees latitude (g = 980.6199 gals.).
 GB1926
 GB1926.The modeled gravity was interpolated from observed gravity values.
 GB1926
 GB1926;                    North         East    Units  Estimated Accuracy
 GB1926;SPC TN       -   234,310.      637,530.      MT  (+/- 180 meters Scaled)
 GB1926
 GB1926                          SUPERSEDED SURVEY CONTROL
 GB1926
 GB1926  NGVD 29 (??/??/??)  158.93   (m)          521.4    (f) RESET       3  
 GB1926
 GB1926.Superseded values are not recommended for survey control.
 GB1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1926.See file dsdata.txt to determine how the superseded data were derived.
 GB1926
 GB1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF271341(NAD 83)
 GB1926_MARKER: DR = REFERENCE MARK DISK
 GB1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1926_STAMPING: ROCK AZI 1966
 GB1926_MARK LOGO: TNHD  
 GB1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1926+STABILITY: SURFACE MOTION
 GB1926
 GB1926  HISTORY     - Date     Condition        Report By
 GB1926  HISTORY     - 1966     MONUMENTED       TNHD
 GB1926
 GB1926                          STATION DESCRIPTION
 GB1926
 GB1926'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1926'7.5 MI NE FROM GAINESBORO.
 GB1926'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1926'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1926'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1926'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND
 GB1926'85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1926'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 6.8 MILES TO THE
 GB1926'MARK ON THE LEFT, 28 FEET NORTH OF A BLACK AND WHITE BRIDGE
 GB1926'GUARD POST, 13 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1926'ROUTE 53 AND 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 GB1926'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1926'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1678 ***********************************************************************
 GC1678  DESIGNATION -  ROCK RM 1
 GC1678  PID         -  GC1678
 GC1678  STATE/COUNTY-  TN/HUMPHREYS
 GC1678  USGS QUAD   -  MC EWEN (1982)
 GC1678
 GC1678                         *CURRENT SURVEY CONTROL
 GC1678  ___________________________________________________________________
 GC1678* NAD 83(1986)-  36 06 26.     (N)    087 42 03.     (W)     SCALED    
 GC1678* NAVD 88     -       222.801  (meters)     730.97   (feet)  ADJUSTED  
 GC1678  ___________________________________________________________________
 GC1678  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1678  DYNAMIC HT  -         222.608 (meters)     730.34  (feet)  COMP
 GC1678  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GC1678
 GC1678  VERT ORDER  -  SECOND    CLASS 0
 GC1678
 GC1678.The horizontal coordinates were scaled from a topographic map and have
 GC1678.an estimated accuracy of +/- 6 seconds.
 GC1678
 GC1678.The orthometric height was determined by differential leveling
 GC1678.and adjusted by the National Geodetic Survey in June 1991..
 GC1678
 GC1678.The geoid height was determined by GEOID03.
 GC1678
 GC1678.The dynamic height is computed by dividing the NAVD 88
 GC1678.geopotential number by the normal gravity value computed on the
 GC1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1678.degrees latitude (g = 980.6199 gals.).
 GC1678
 GC1678.The modeled gravity was interpolated from observed gravity values.
 GC1678
 GC1678;                    North         East    Units  Estimated Accuracy
 GC1678;SPC TN       -   198,140.      446,870.      MT  (+/- 180 meters Scaled)
 GC1678
 GC1678                          SUPERSEDED SURVEY CONTROL
 GC1678
 GC1678  NGVD 29 (??/??/??)  222.82   (m)          731.0    (f) RESET       3  
 GC1678
 GC1678.Superseded values are not recommended for survey control.
 GC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1678.See file dsdata.txt to determine how the superseded data were derived.
 GC1678
 GC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE369960(NAD 83)
 GC1678_MARKER: DR = REFERENCE MARK DISK
 GC1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1678_STAMPING: ROCK RM-1 1961
 GC1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1678+STABILITY: SURFACE MOTION
 GC1678
 GC1678  HISTORY     - Date     Condition        Report By
 GC1678  HISTORY     - 1961     MONUMENTED       TNHD
 GC1678
 GC1678                          STATION DESCRIPTION
 GC1678
 GC1678'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1678'5.6 MI NE FROM WAVERLY.
 GC1678'THE MARK IS LOCATED AT THE ROCK 1961 STATION SITE, 37 FEET EAST
 GC1678'OF A TELEPHONE POLE AND 21 FEET NORTH OF A HIGHWAY CUT.  THE
 GC1678'MARK IS A STANDARD TENNESSEE HIGHWAY DEPT. DISK SET IN THE TOP
 GC1678'OF A 10 INCH CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1676 ***********************************************************************
 GC1676  DESIGNATION -  ROCK RM 2
 GC1676  PID         -  GC1676
 GC1676  STATE/COUNTY-  TN/HUMPHREYS
 GC1676  USGS QUAD   -  MC EWEN (1982)
 GC1676
 GC1676                         *CURRENT SURVEY CONTROL
 GC1676  ___________________________________________________________________
 GC1676* NAD 83(1986)-  36 06 26.     (N)    087 42 03.     (W)     SCALED    
 GC1676* NAVD 88     -       220.616  (meters)     723.80   (feet)  ADJUSTED  
 GC1676  ___________________________________________________________________
 GC1676  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1676  DYNAMIC HT  -         220.425 (meters)     723.18  (feet)  COMP
 GC1676  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GC1676
 GC1676  VERT ORDER  -  SECOND    CLASS 0
 GC1676
 GC1676.The horizontal coordinates were scaled from a topographic map and have
 GC1676.an estimated accuracy of +/- 6 seconds.
 GC1676
 GC1676.The orthometric height was determined by differential leveling
 GC1676.and adjusted by the National Geodetic Survey in June 1991..
 GC1676
 GC1676.The geoid height was determined by GEOID03.
 GC1676
 GC1676.The dynamic height is computed by dividing the NAVD 88
 GC1676.geopotential number by the normal gravity value computed on the
 GC1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1676.degrees latitude (g = 980.6199 gals.).
 GC1676
 GC1676.The modeled gravity was interpolated from observed gravity values.
 GC1676
 GC1676;                    North         East    Units  Estimated Accuracy
 GC1676;SPC TN       -   198,140.      446,870.      MT  (+/- 180 meters Scaled)
 GC1676
 GC1676                          SUPERSEDED SURVEY CONTROL
 GC1676
 GC1676  NGVD 29 (??/??/??)  220.64   (m)          723.9    (f) RESET       3  
 GC1676
 GC1676.Superseded values are not recommended for survey control.
 GC1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1676.See file dsdata.txt to determine how the superseded data were derived.
 GC1676
 GC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE369960(NAD 83)
 GC1676_MARKER: DR = REFERENCE MARK DISK
 GC1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1676_STAMPING: ROCK RM-2 1961
 GC1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1676+STABILITY: SURFACE MOTION
 GC1676
 GC1676  HISTORY     - Date     Condition        Report By
 GC1676  HISTORY     - 1961     MONUMENTED       TNHD
 GC1676
 GC1676                          STATION DESCRIPTION
 GC1676
 GC1676'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1676'5.6 MI NE FROM WAVERLY.
 GC1676'THE MARK IS LOCATED AT THE ROCK 1961 STATION SITE, 102 FEET EAST
 GC1676'OF A TELEPHONE POLE AND 10 FEET NORTH OF A HIGHWAY CUT.  THE
 GC1676'MARK IS A STANDARD TENN. HWY. DEPT. DISK SET IN THE TOP OF A 10
 GC1676'INCH, SQUARE, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2651 ***********************************************************************
 FB2651  DESIGNATION -  ROCKFORD
 FB2651  PID         -  FB2651
 FB2651  STATE/COUNTY-  TN/BLOUNT
 FB2651  USGS QUAD   -  MARYVILLE (1979)
 FB2651
 FB2651                         *CURRENT SURVEY CONTROL
 FB2651  ___________________________________________________________________
 FB2651* NAD 83(1995)-  35 50 08.69685(N)    083 54 59.90756(W)     ADJUSTED  
 FB2651* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 FB2651  ___________________________________________________________________
 FB2651  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FB2651  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB2651
 FB2651  HORZ ORDER  -  SECOND
 FB2651
 FB2651.The horizontal coordinates were established by classical geodetic methods
 FB2651.and adjusted by the National Geodetic Survey in April 1999..
 FB2651
 FB2651.The orthometric height was scaled from a topographic map.
 FB2651
 FB2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2651
 FB2651.The geoid height was determined by GEOID03.
 FB2651
 FB2651;                    North         East     Units Scale Factor Converg.
 FB2651;SPC TN       -   168,694.807   788,208.150   MT  0.99994840   +1 13 10.9
 FB2651;SPC TN       -   553,459.55  2,585,979.57   sFT  0.99994840   +1 13 10.9
 FB2651;UTM  17      - 3,969,658.663   236,549.987   MT  1.00045533   -1 42 30.9
 FB2651
 FB2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2651!SPC TN       -   0.99993811  x   0.99994840  =   0.99988651
 FB2651!UTM  17      -   0.99993811  x   1.00045533  =   1.00039341
 FB2651
 FB2651|---------------------------------------------------------------------|
 FB2651| PID    Reference Object                     Distance      Geod. Az  |
 FB2651|                                                           dddmmss.s |
 FB2651| CZ4533 ROCKFORD RM 1                        12.905 METERS 04305     |
 FB2651| CZ4532 ROCKFORD AZ MK                                     2863556.8 |
 FB2651| CZ4534 ROCKFORD RM 2                        11.558 METERS 32635     |
 FB2651|---------------------------------------------------------------------|
 FB2651
 FB2651                          SUPERSEDED SURVEY CONTROL
 FB2651
 FB2651  NAD 83(1995)-  35 50 08.70499(N)    083 54 59.90574(W) AD(       ) 2
 FB2651  NAD 83(1986)-  35 50 08.71069(N)    083 54 59.90399(W) AD(       ) 2
 FB2651  NAD 27      -  35 50 08.41000(N)    083 55 00.25700(W) AD(       ) 2
 FB2651
 FB2651.Superseded values are not recommended for survey control.
 FB2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2651.See file dsdata.txt to determine how the superseded data were derived.
 FB2651
 FB2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3655069659(NAD 83)
 FB2651_MARKER: DS = TRIANGULATION STATION DISK
 FB2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB2651
 FB2651  HISTORY     - Date     Condition        Report By
 FB2651  HISTORY     - 1934     MONUMENTED       CGS
 FB2651  HISTORY     - 1950     MARK NOT FOUND   TVA
 FB2651  HISTORY     - 1963     GOOD             CGS
 FB2651
 FB2651                          STATION DESCRIPTION
 FB2651
 FB2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FB2651'ABOUT 6-1/2 MILES NORTH-NORTHEAST OF MARYVILLE, 1-1/2 MILES EAST OF
 FB2651'ROCKFORD, ON RIDGE THAT RUNS NORTHEAST FROM LITTLE RIVER AND 1-1/2
 FB2651'MILES FROM RIVER, ON HIGHEST KNOB IN VICINITY, AND ON PROPERTY OF LON
 FB2651'AND BERT ANDERSON.  TO REACH FROM ROCKFORD, FOLLOW STATE ROUTE 33
 FB2651'SOUTH 0.4 MILE TO GRAVEL ROAD, TURN LEFT (EAST) AND GO 0.6 MILE TO
 FB2651'FORKS, FOLLOW LEFT FORK 0.4 MILE, KEEP TO LEFT UP HILL AT ROAD
 FB2651'FORK AND GO 0.65 MILE TO TOP OF GRADE WHERE THERE IS PATH TO RIGHT
 FB2651'AND PRIVATE ROAD ON LEFT (END OF TRUCK TRAVEL), FROM HERE
 FB2651'FOLLOW PATH ON RIGHT 250 YARDS TO DIVIDE, TURN RIGHT AND GO 150
 FB2651'YARDS TO HIGHEST POINT AND STATION SITE 9 FEET WEST OF 22-INCH ASH
 FB2651'TREE, 9 FEET EAST-SOUTHEAST OF 14-INCH PINE TREE WITH TRIANGULAR
 FB2651'BLAZE ON NORTHEAST SIDE, AND 8 FEET NORTHWEST OF HIGHEST PART OF
 FB2651'RIDGE.  MARK IS STANDARD STATION DISK IN CONCRETE.
 FB2651'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN BEDROCK
 FB2651'ALONG PATH TO STATION, ON TOP OF RIDGE, 30 INCHES SOUTHWEST OF
 FB2651'16-INCH OAK TREE, AND 42.34 FEET FROM STATION N 43 DEG 05
 FB2651'MIN E.  REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN
 FB2651'CONCRETE ON DOWNHILL SLOPE, 12 FEET EAST-NORTHEAST OF
 FB2651'18-INCH PINE TREE, AND 37.92 FEET FROM STATION N 33 DEG
 FB2651'25 MIN W.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, 0.3
 FB2651'MILE BEFORE REACHING END OF TRUCK TRAVEL ALONG ROAD LEADING TO
 FB2651'STATION, ON PROPERTY OF LON ANDERSON, 6 YARDS NORTHWEST FROM CENTER
 FB2651'LINE OF ROAD, 8 FEET WEST-SOUTHWEST OF DRIVEWAY LEADING TO RESIDENCE,
 FB2651'4 FEET NORTHEAST OF CORNER POST OF FENCE, AND ABOUT 0.4 MILE FROM
 FB2651'STATION N 73 DEG 24 MIN W.
 FB2651
 FB2651                          STATION RECOVERY (1950)
 FB2651
 FB2651'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (LDB)
 FB2651'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FB2651'ADEQUATE.  IT IS LOCATED 6-1/2 MILES NNE OF MARYVILLE.
 FB2651
 FB2651                          STATION RECOVERY (1963)
 FB2651
 FB2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2651'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 FB2651'WERE ALSO RECOVERED.  THE PREVIOUS DESCRIPTION IS NOT ADEQUATE AND A
 FB2651'NEW ONE FOLLOWS--TO REACH THE STATION FROM THE CENTER OF ROCKFORD
 FB2651'GO SOUTH ON STATE ROUTE 29 FOR 0.4 MILE TURN LEFT ON PAVED ROAD AND
 FB2651'GO 1.4 MILES TO GRAVEL ROAD, TURN LEFT AND GO 0.7 MILE TO CLEARING
 FB2651'ON LEFT.  END OF TRUCK TRAVEL.  GO STRAIGHT UP THE MOUNTAIN
 FB2651'PERPENDICULAR TO THE ROAD TO THE TOP OF THE RIDGE THE STATION IS ON
 FB2651'HIGHEST POINT ON RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2639 ***********************************************************************
 GB2639  DESIGNATION -  ROCKHOUSE
 GB2639  PID         -  GB2639
 GB2639  STATE/COUNTY-  TN/FENTRESS
 GB2639  USGS QUAD   -  SHARP PLACE (1981)
 GB2639
 GB2639                         *CURRENT SURVEY CONTROL
 GB2639  ___________________________________________________________________
 GB2639* NAD 83(1995)-  36 31 24.50124(N)    084 46 28.71401(W)     ADJUSTED  
 GB2639* NAVD 88     -       514.06   (+/-2cm)    1686.5    (feet)  VERTCON   
 GB2639  ___________________________________________________________________
 GB2639  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GB2639  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2639
 GB2639  HORZ ORDER  -  THIRD
 GB2639  VERT ORDER  -  THIRD ? (See Below)
 GB2639
 GB2639.The horizontal coordinates were established by classical geodetic methods
 GB2639.and adjusted by the National Geodetic Survey in April 1999..
 GB2639
 GB2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2639.The vertical order pertains to the NGVD 29 superseded value.
 GB2639
 GB2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2639
 GB2639.The geoid height was determined by GEOID03.
 GB2639
 GB2639;                    North         East     Units Scale Factor Converg.
 GB2639;SPC TN       -   243,687.856   709,747.361   MT  1.00002069   +0 43 02.5
 GB2639;SPC TN       -   799,499.24  2,328,562.80   sFT  1.00002069   +0 43 02.5
 GB2639;UTM  16      - 4,044,315.282   699,247.024   MT  1.00008914   +1 19 29.5
 GB2639
 GB2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2639!SPC TN       -   0.99992387  x   1.00002069  =   0.99994456
 GB2639!UTM  16      -   0.99992387  x   1.00008914  =   1.00001300
 GB2639
 GB2639:                Primary Azimuth Mark                     Grid Az
 GB2639:SPC TN       -  STERNS                                   003 50 50.0
 GB2639:UTM  16      -  STERNS                                   003 14 23.0
 GB2639
 GB2639|---------------------------------------------------------------------|
 GB2639| PID    Reference Object                     Distance      Geod. Az  |
 GB2639|                                                           dddmmss.s |
 GB2639| GB2637 STERNS                              APPROX. 9.8 KM 0043352.5 |
 GB2639| DC3140 ROCKHOUSE RM 2                       20.833 METERS 10209     |
 GB2639| DC3139 ROCKHOUSE RM 1                       21.952 METERS 35635     |
 GB2639|---------------------------------------------------------------------|
 GB2639
 GB2639                          SUPERSEDED SURVEY CONTROL
 GB2639
 GB2639  NAD 83(1995)-  36 31 24.50137(N)    084 46 28.71396(W) AD(       ) 3
 GB2639  NAD 83(1995)-  36 31 24.50940(N)    084 46 28.72027(W) AD(       ) 3
 GB2639  NAD 83(1986)-  36 31 24.50869(N)    084 46 28.72021(W) AD(       ) 3
 GB2639  NAD 27      -  36 31 24.22000(N)    084 46 28.94500(W) AD(       ) 3
 GB2639  NGVD 29 (07/19/86)  514.19   (m)         1687.0    (f) LEVELING    3  
 GB2639
 GB2639.Superseded values are not recommended for survey control.
 GB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2639.See file dsdata.txt to determine how the superseded data were derived.
 GB2639
 GB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9924744315(NAD 83)
 GB2639_MARKER: DS = TRIANGULATION STATION DISK
 GB2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2639
 GB2639  HISTORY     - Date     Condition        Report By
 GB2639  HISTORY     - 1950     MONUMENTED       CGS
 GB2639
 GB2639                          STATION DESCRIPTION
 GB2639
 GB2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2639'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF JAMESTOWN NEAR THE
 GB2639'DIRT ROCKHOUSE LOOKOUT TOWER AND ON LAND OWNED BY THE STATE
 GB2639'OF TENNESSEE.  IT IS 14 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 GB2639'LOOKOUT TOWER, 8 FEET EAST OF THE NORTHEAST LEG OF THE TOWER, AND 4
 GB2639'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2639'AND THE DISK IS STAMPED ROCKHOUSE 1950.
 GB2639'
 GB2639'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF A 12 INCH OAK TREE.  THE
 GB2639'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ROCKHOUSE NO 1
 GB2639'1950.
 GB2639'
 GB2639'REFERENCE MARK NO. 2 IS 61 FEET EAST OF THE SOUTHEAST LEG OF THE
 GB2639'LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 GB2639'STAMPED ROCKHOUSE NO 2 1950.
 GB2639'
 GB2639'TO REACH THE STATION FROM THE COURTHOUSE IN JAMESTOWN, GO NORTH ON
 GB2639'STATE HIGHWAY 26 FOR 2.0 MILES TO T-ROAD RIGHT AND SIGN PICKETT
 GB2639'STATE PARK, TURN RIGHT AND GO 1.1 MILES TO A T-ROAD INTERSECTION,
 GB2639'TURN LEFT AND GO 3.4 MILES TO A FORK, TAKE LEFT FORK AND GO 4.7
 GB2639'MILES TO A CROSSROAD AND SIGN PICKETT STATE PARK, TURN LEFT AND GO
 GB2639'1.2 MILES TO TWO LARGE STONE POSTS, KEEP RIGHT AND GO 0.75 MILE
 GB2639'TO A FORK, TURN RIGHT AND GO 1.0 MILES TO ANOTHER FORK, TAKE RIGHT
 GB2639'FORK AND GO 1.2 MILES TO A FORK, KEEP RIGHT FORK AND GO 0.4 MILE TO
 GB2639'THE DIRT ROCKHOUSE LOOKOUT TOWER AND STATION AS DESCRIBED.
 GB2639'
 GB2639'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7721 ***********************************************************************
 DG7721  CBN         -  This is a Cooperative Base Network Control Station.
 DG7721  DESIGNATION -  ROCKPORT
 DG7721  PID         -  DG7721
 DG7721  STATE/COUNTY-  TN/SHELBY
 DG7721  USGS QUAD   -  CARDIFF (1990)
 DG7721
 DG7721                         *CURRENT SURVEY CONTROL
 DG7721  ___________________________________________________________________
 DG7721* NAD 83(1995)-  35 55 06.89712(N)    084 41 51.13282(W)     ADJUSTED  
 DG7721* NAVD 88     -       502.7    (meters)    1649.     (feet)  GPS OBS   
 DG7721  ___________________________________________________________________
 DG7721  X           -     477,933.113 (meters)                     COMP
 DG7721  Y           -  -5,149,555.613 (meters)                     COMP
 DG7721  Z           -   3,721,156.785 (meters)                     COMP
 DG7721  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 DG7721  ELLIP HEIGHT-         473.02  (meters)          (08/03/04) GPS OBS
 DG7721  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DG7721
 DG7721  HORZ ORDER  -  A
 DG7721  ELLP ORDER  -  FOURTH    CLASS I
 DG7721
 DG7721.The horizontal coordinates were established by GPS observations
 DG7721.and adjusted by the National Geodetic Survey in August 2004..
 DG7721
 DG7721.The orthometric height was determined by GPS observations and a
 DG7721.high-resolution geoid model.
 DG7721
 DG7721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7721
 DG7721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7721
 DG7721.The ellipsoidal height was determined by GPS observations
 DG7721.and is referenced to NAD 83.
 DG7721
 DG7721.The geoid height was determined by GEOID03.
 DG7721
 DG7721;                    North         East     Units Scale Factor Converg.
 DG7721;SPC TN       -   176,664.133   717,546.059   MT  0.99994949   +0 45 45.0
 DG7721;SPC TN       -   579,605.58  2,354,149.03   sFT  0.99994949   +0 45 45.0
 DG7721;UTM  16      - 3,977,367.628   707,746.199   MT  1.00013183   +1 21 04.3
 DG7721
 DG7721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7721!SPC TN       -   0.99992576  x   0.99994949  =   0.99987526
 DG7721!UTM  16      -   0.99992576  x   1.00013183  =   1.00005758
 DG7721
 DG7721                          SUPERSEDED SURVEY CONTROL
 DG7721
 DG7721.No superseded survey control is available for this station.
 DG7721
 DG7721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0774677368(NAD 83)
 DG7721_MARKER: DD = SURVEY DISK
 DG7721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7721_STAMPING: ROCKPORT
 DG7721_MARK LOGO: TNDT  
 DG7721_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7721+STABILITY: SURFACE MOTION
 DG7721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7721+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DG7721
 DG7721  HISTORY     - Date     Condition        Report By
 DG7721  HISTORY     - 2000     MONUMENTED       TNDT
 DG7721  HISTORY     - 20031010 GOOD             TNDT
 DG7721  HISTORY     - 20060304 GOOD             CAS
 DG7721
 DG7721                          STATION DESCRIPTION
 DG7721
 DG7721'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7721'ALUMINUM DISK ATOP .625 INCH REBAR, SET INTO CONCRETE,
 DG7721'STAMPER--ROCKPORT--, SET FLUSH WITH THE GROUND.
 DG7721' 
 DG7721'LOCATED NORTH OF ROCKWOOD AT THE ROCKWOOD MUNICIPAL AIRPORT ON SR 299,
 DG7721'NEAR THE NORTHEAST CORNER OF THE AIRPLANE PARKING AREA.
 DG7721' 
 DG7721'THE MARK IS 3.70 FT SOUTHEAST OF WITNESS POST, 6.80 FT NORTHWEST OF
 DG7721'NORTHWEST EDGE OF AIRPANE PARKING AREA, AND 13.87 FT NORTHEAST OF
 DG7721'SOUTHEAST CORNER OF HANGER.
 DG7721
 DG7721                          STATION RECOVERY (2006)
 DG7721
 DG7721'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 DG7721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1477 ***********************************************************************
 FD1477  DESIGNATION -  ROCKVALE
 FD1477  PID         -  FD1477
 FD1477  STATE/COUNTY-  TN/RUTHERFORD
 FD1477  USGS QUAD   -  ROVER (1981)
 FD1477
 FD1477                         *CURRENT SURVEY CONTROL
 FD1477  ___________________________________________________________________
 FD1477* NAD 83(1995)-  35 44 18.63202(N)    086 30 41.10122(W)     ADJUSTED  
 FD1477* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 FD1477  ___________________________________________________________________
 FD1477  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FD1477  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1477
 FD1477  HORZ ORDER  -  SECOND
 FD1477
 FD1477.The horizontal coordinates were established by classical geodetic methods
 FD1477.and adjusted by the National Geodetic Survey in April 1999..
 FD1477
 FD1477.The orthometric height was scaled from a topographic map.
 FD1477
 FD1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1477
 FD1477.The geoid height was determined by GEOID03.
 FD1477
 FD1477;                    North         East     Units Scale Factor Converg.
 FD1477;SPC TN       -   156,023.621   553,739.546   MT  0.99994979   -0 17 57.9
 FD1477;SPC TN       -   511,887.50  1,816,727.16   sFT  0.99994979   -0 17 57.9
 FD1477;UTM  16      - 3,955,055.926   544,179.907   MT  0.99962405   +0 17 07.4
 FD1477
 FD1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1477!SPC TN       -   0.99994418  x   0.99994979  =   0.99989397
 FD1477!UTM  16      -   0.99994418  x   0.99962405  =   0.99956825
 FD1477
 FD1477|---------------------------------------------------------------------|
 FD1477| PID    Reference Object                     Distance      Geod. Az  |
 FD1477|                                                           dddmmss.s |
 FD1477| CG6498 ROCKVALE RM 1                        15.228 METERS 00456     |
 FD1477| CG6497 ROCKVALE AZ MK                                     0170140.6 |
 FD1477| CG6499 ROCKVALE RM 2                        23.255 METERS 09351     |
 FD1477|---------------------------------------------------------------------|
 FD1477
 FD1477                          SUPERSEDED SURVEY CONTROL
 FD1477
 FD1477  NAD 83(1995)-  35 44 18.63735(N)    086 30 41.10405(W) AD(       ) 2
 FD1477  NAD 83(1986)-  35 44 18.64246(N)    086 30 41.10179(W) AD(       ) 2
 FD1477  NAD 27      -  35 44 18.40300(N)    086 30 41.13200(W) AD(       ) 2
 FD1477
 FD1477.Superseded values are not recommended for survey control.
 FD1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1477.See file dsdata.txt to determine how the superseded data were derived.
 FD1477
 FD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4418055056(NAD 83)
 FD1477_MARKER: DS = TRIANGULATION STATION DISK
 FD1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1477
 FD1477  HISTORY     - Date     Condition        Report By
 FD1477  HISTORY     - 1934     MONUMENTED       CGS
 FD1477
 FD1477                          STATION DESCRIPTION
 FD1477
 FD1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1477'ABOUT 10.5 MILES SOUTHWEST OF MURFREESBORO, 1.5 MILES SOUTHEAST OF
 FD1477'ROCKVALE POST
 FD1477'OFFICE, ON SMALL POINTED HILL KNOWN AS PINNACLE, AND
 FD1477'NEAR PROPERTY LINE OF ROBERT
 FD1477'MCBRIDE AND MRS WILL DOUGLAS.  TO REACH
 FD1477'FROM POST OFFICE OFFICE AT ROCKVALE (ABOUT 11
 FD1477'MILES SOUTHWEST ON
 FD1477'STATE ROUTE 99 FROM MURFREESBORO), FOLLOW GRAVEL ROAD SOUTH 0.75
 FD1477'MILE, TURN
 FD1477'LEFT ONTO ROUGH FARM ROAD, PROCEED 1.35 MILES AND TURN
 FD1477'RIGHT THROUGH GATE, AND
 FD1477'CONTINUE 0.1 MILE TO YARD OF EMMETT JONES
 FD1477'(TENANT OF MCBRIDE) WHICH IS END OF TRUCK
 FD1477'TRAVEL.  STATION IS ON
 FD1477'HIGHEST KNOB ABOUT 0.5 MILE TO SOUTHWEST, NORTH OF FENCE
 FD1477'LINE, NEAR
 FD1477'NORTHERN EDGE OF SUMMIT, AND 21.6 FEET WEST OF 10-INCH BLAZED ASH.
 FD1477'SURFACE AND
 FD1477'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1477'CONCRETE.
 FD1477'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1477'REFERENCE DISKS IN OUTCROPPING BEDROCK.
 FD1477'NO 1 IS ON
 FD1477'DOWNWARD SLOPE OF RIDGE AND 15.228 METERS (49.96 FEET) FROM
 FD1477'STATION
 FD1477'N 04 DEG 55 MIN E.  NO 2 (STAMPED NO 1 DOTTED NUMERAL) IS ON
 FD1477'DOWNWARD SLOPE OF
 FD1477'RIDGE AND 23.255 METERS (76.30 FEET) FROM STATION
 FD1477'S 86 DEG 10 MIN E.  AZIMUTH
 FD1477'MARK IS IN VERY LARGE ROCK
 FD1477'OUTCROP IN JONES YARD, ABOUT 125 FEET WEST OF HOUSE,
 FD1477'175 FEET NORTH
 FD1477'OF BARN, AND 0.5 MILE FROM STATION N 17 DEG 01 MIN E.
 FD1477'AZIMUTH FROM
 FD1477'STATION TO CONCRETE BLOCK SILO, DISTANT 6 MILES, N 53 DEG
 FD1477'22 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1814 ***********************************************************************
 FC1814  DESIGNATION -  ROCKWOOD RESET
 FC1814  PID         -  FC1814
 FC1814  STATE/COUNTY-  TN/ROANE
 FC1814  USGS QUAD   -  CARDIFF (1990)
 FC1814
 FC1814                         *CURRENT SURVEY CONTROL
 FC1814  ___________________________________________________________________
 FC1814* NAD 83(1995)-  35 53 27.16535(N)    084 40 39.26682(W)     ADJUSTED  
 FC1814* NAVD 88     -       495.0    (meters)    1624.     (feet)  VERTCON   
 FC1814  ___________________________________________________________________
 FC1814  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 FC1814  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1814
 FC1814  HORZ ORDER  -  THIRD
 FC1814
 FC1814.The horizontal coordinates were established by classical geodetic methods
 FC1814.and adjusted by the National Geodetic Survey in April 1999..
 FC1814
 FC1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1814
 FC1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1814
 FC1814.The geoid height was determined by GEOID03.
 FC1814
 FC1814;                    North         East     Units Scale Factor Converg.
 FC1814;SPC TN       -   173,614.852   719,389.104   MT  0.99994889   +0 46 27.1
 FC1814;SPC TN       -   569,601.39  2,360,195.75   sFT  0.99994889   +0 46 27.1
 FC1814;UTM  16      - 3,974,336.861   709,620.804   MT  1.00014148   +1 21 43.2
 FC1814
 FC1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1814!SPC TN       -   0.99992700  x   0.99994889  =   0.99987589
 FC1814!UTM  16      -   0.99992700  x   1.00014148  =   1.00006847
 FC1814
 FC1814|---------------------------------------------------------------------|
 FC1814| PID    Reference Object                     Distance      Geod. Az  |
 FC1814|                                                           dddmmss.s |
 FC1814| CZ4538 ROCKWOOD RM 4                         7.464 METERS 00915     |
 FC1814| CZ4535 ROCKWOOD RM 1                         7.464 METERS 00920     |
 FC1814| CZ4537 ROCKWOOD RM 3                         8.095 METERS 07553     |
 FC1814| FC1813 ROCKWOOD S MUNICIPAL STANDPIPE      APPROX. 3.5 KM 1835856.7 |
 FC1814| CZ4536 ROCKWOOD RM 2                        16.553 METERS 26849     |
 FC1814|---------------------------------------------------------------------|
 FC1814
 FC1814                          SUPERSEDED SURVEY CONTROL
 FC1814
 FC1814  NAD 83(1995)-  35 53 27.17243(N)    084 40 39.26677(W) AD(       ) 3
 FC1814  NAD 83(1986)-  35 53 27.17808(N)    084 40 39.26494(W) AD(       ) 3
 FC1814  NAD 27      -  35 53 26.91347(N)    084 40 39.48403(W) AD(       ) 3
 FC1814  NGVD 29 (07/19/86)  495.1    (m)         1624.     (f) VERT ANG       
 FC1814
 FC1814.Superseded values are not recommended for survey control.
 FC1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1814.See file dsdata.txt to determine how the superseded data were derived.
 FC1814
 FC1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0962174337(NAD 83)
 FC1814_MARKER: DE = TRAVERSE STATION DISK
 FC1814_SETTING: 66 = SET IN ROCK OUTCROP
 FC1814
 FC1814  HISTORY     - Date     Condition        Report By
 FC1814  HISTORY     - 1960     MONUMENTED       CGS
 FC1814  HISTORY     - 1965     GOOD             CGS
 FC1814  HISTORY     - 1965     GOOD             CGS
 FC1814  HISTORY     - 1967     GOOD             CGS
 FC1814  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FC1814  HISTORY     - 1972     GOOD             TVA
 FC1814  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FC1814
 FC1814                          STATION DESCRIPTION
 FC1814
 FC1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1814'THE STATION IS ABOUT 2 MILES NORTHEAST OF ROCKWOOD, ON THE SOUTH RIM
 FC1814'OF WALDEN RIDGE, AND OVERLOOKS THE TENNESSEE RIVER VALLEY TO THE
 FC1814'SOUTH.
 FC1814'
 FC1814'TO REACH FROM THE POST OFFICE IN ROCKWOOD, GO EASTERLY ON A PAVED
 FC1814'STREET FOR 0.2 MILE TO STRANG STREET, TURN LEFT, NORTH ON STRANG
 FC1814'STREET FOR 0.45 MILE TO SPRING STREET.  HERE TURN RIGHT AND GO
 FC1814'EASTERLY ON SPRING STREET, CROSSING A RAILROAD TRACK, FOR 0.55 MILE
 FC1814'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW A WINDING ROAD, IN A
 FC1814'GENERALLY NORTHEASTERLY DIRECTION, FOR 1.55 MILES TO A WOODS ROAD
 FC1814'ON THE RIGHT.  HERE TURN RIGHT ON THE WOODS ROAD AND GO SOUTH AND
 FC1814'EAST ALONG THE TOP OF THE RIDGE FOR 0.85 MILE TO A LARGE POWER
 FC1814'TRANSMISSION TOWER AND THE STATION ON THE RIGHT.
 FC1814'
 FC1814'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED ROCKWOOD 1960,
 FC1814'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 FC1814'ABOUT 12 INCHES.  IT IS 28.0 FEET SOUTH OF THE CENTER OF A TRACK
 FC1814'ROAD, 27.0 FEET WEST OF THE SOUTHWEST LEG OF A LARGE POWER
 FC1814'TRANSMISSION TOWER, AND 7.7 FEET WEST OF A WITNESS SIGN.
 FC1814'
 FC1814'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ROCKWOOD NO 1 1960,
 FC1814'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE NORTHWEST LEG
 FC1814'OF THE TRANSMISSION TOWER, AND IS ABOUT 1-1/2 FEET BELOW THE
 FC1814'ELEVATION OF THE STATION.
 FC1814'
 FC1814'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ROCKWOOD NO 2 1960,
 FC1814'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 FC1814'ABOUT 4 INCHES.  IT IS 23.0 FEET NORTH OF AN 8-INCH, BLAZED OAK TREE,
 FC1814'8.0 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND ABOUT 3 FEET
 FC1814'BELOW THE ELEVATION OF THE STATION.
 FC1814'
 FC1814'AN AZIMUTH MARK WAS NOT ESTABLISHED.  THE ROCKWOOD HOSIERY COMPANY
 FC1814'STACK ABOUT 1.5 MILES SOUTH OF THE STATION WILL SERVE AS AN
 FC1814'AZIMUTH MARK.  THE STACK IS A BRICK STRUCTURE, 8 FEET IN DIAMETER AT
 FC1814'THE BASE AND 5 FEET IN DIAMETER AT THE TOP.  THE OVERALL HEIGHT OF
 FC1814'THE STACK IS 100.0 FEET.  THE TOP AND CENTER OF STRUCTURE WAS THE
 FC1814'POINT OBSERVED UPON.
 FC1814
 FC1814                          STATION RECOVERY (1965)
 FC1814
 FC1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1814'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1960
 FC1814'DESCRIPTION IS COMPLETELY ADEQUATE.  DISCREPANCIES WERE NOTED IN THE
 FC1814'DIRECTIONS TO REFERENCE MARKS NO. 1 AND NO. 2.
 FC1814
 FC1814                          STATION RECOVERY (1965)
 FC1814
 FC1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC1814'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC1814'
 FC1814'THE ORIGINAL STATION DESCRIPTION AND TO-REACH ARE COMPLETELY
 FC1814'ADEQUATE.
 FC1814
 FC1814                          STATION RECOVERY (1967)
 FC1814
 FC1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 FC1814'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FC1814'PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 FC1814
 FC1814                          STATION RECOVERY (1971)
 FC1814
 FC1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC1814'THE STATION MARK DISK WAS FOUND PRIED FROM THE DRILL HOLE AND WAS NOT
 FC1814'RECOVERED, HOWEVER, THE STATION MARK DRILL HOLE AND PRINT OF WHERE
 FC1814'THE DISK HAD SEATED IN THE ORIGINAL CEMENT WERE STILL VERY EVIDENT.
 FC1814'THE DISK FOR REFERENCE MARK NO.  1 WAS FOUND VERY LOOSE, BUT STILL IN
 FC1814'THE DRILL HOLE AND IT IS THOUGHT THE DESTRUCTION OF THESE TWO MARKS
 FC1814'WAS THE WORK OF VANDALS.  REFERENCE MARK NO. 2 WAS NOT FOUND AND IS
 FC1814'BELIEVED TO HAVE BEEN DESTROYED BY GRADING EQUIPMENT.  THE DISK FOR
 FC1814'REFERENCE MARK NO. 1 WAS REMOVED FROM THE DRILL HOLE AND THE DISTANCE
 FC1814'MEASURED BETWEEN THE CENTER OF THE STATION MARK DRILL HOLE AND THE
 FC1814'REFERENCE MARK DRILL HOLE WHICH CHECKED THE 1960 MEASUREMENT FLAT.  A
 FC1814'FIRM PLUMBING BENCH WAS THEN ERECTED OVER THE STATION MARK DRILL
 FC1814'HOLE AND THE CENTER OF THE POINT HELD, AFTER WHICH THE DRILL HOLES
 FC1814'FOR BOTH THE STATION MARK AND REFERENCE MARK NO. 1 WERE STAR
 FC1814'DRILLED TO REMOVE ALL SHATTERED CEMENT AND PERMIT PROPER SEATING,
 FC1814'AND A NEW DISK STAMPED ROCKWOOD 1960 1971 WAS THEN CEMENTED INTO
 FC1814'THE ORIGINAL STATION MARK HOLE AND PLUMBED DIRECTLY UNDER THE HELD
 FC1814'POINT.  THE DISK FROM REFERENCE MARK NO. 1 WAS ALTERED TO READ
 FC1814'ROCKWOOD 1960 NO 3 1971 AND CEMENTED BACK INTO THE ORIGINAL DRILL
 FC1814'HOLE, AND A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED.  THE STATION
 FC1814'WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED TO ALL
 FC1814'MARKS AND POINTS USING POSITIONED MT. ROOSEVELT TENN. GEOD. S. LOT NC
 FC1814'1 1960 AS THE INITIAL.  IN CHECKING THE HORIZONTAL ANGLE TO
 FC1814'POSITIONED INTERSECTION STATION ROCKWOOD, SOUTH MUNICIPAL STANDPIPE
 FC1814'1960 OBSERVED THIS DATE AGAINST THE 1960 OBSERVATIONS, A MINOR
 FC1814'DISCREPANCY OF ONLY PLUS 00.4 SEC WAS NOTED, AND IN CHECKING THE
 FC1814'DIRECTION TO REFERENCE MARK NO. 3 A DISCREPANCY OF ONLY MINUS 05.0
 FC1814'SEC WAS NOTED, AND THE HORIZONTAL MEASURED DISTANCE
 FC1814'CHECKED PLUS 0.01 OF A FOOT. IT IS
 FC1814'THEREFORE THOUGHT THAT THE NEWLY SET STATION MARKS ITS EXACT,
 FC1814'ORIGINAL HORIZONTAL POSITION.  THE ORIGINAL AZIMUTH MARK ROCKWOOD
 FC1814'HOSIERY CO. STACK HAS NOW BEEN DISMANTLED, AND THE ROCKWOOD, UNITED
 FC1814'METHODIST CHURCH CROSS WAS OBSERVED ON FOR AN ADDITIONAL POINT
 FC1814'FOR AZIMUTH DIRECTION.
 FC1814'
 FC1814'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1814'
 FC1814'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ROCKWOOD, ON THE
 FC1814'SOUTH RIM OF WALDEN RIDGE, AND OVERLOOKS THE TENNESSEE RIVER
 FC1814'VALLEY TO THE SOUTH.
 FC1814'
 FC1814'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST
 FC1814'ON ROCKWOOD STREET FOR 0.6 OF A MILE TO SPRING STREET ON THE
 FC1814'RIGHT.  TURN RIGHT ON SPRING STREET AND GO EAST-NORTHEAST FOR 0.65 OF
 FC1814'A MILE TO A RAILROAD CROSSING, CONTINUE ABOUT 0.1 OF A MILE TO
 FC1814'COUNTY ROUTE 2590 SHARP LEFT.  HERE TURN SHARP LEFT AND FOLLOW
 FC1814'WINDING COUNTY ROUTE 2590 IN A GENERAL NORTHERLY DIRECTION FOR 2.0
 FC1814'MILES TO WHERE COUNTY ROUTE 2590 BEARS LEFT AND A GRAVELED ROAD
 FC1814'CONTINUES AHEAD JUST AFTER PASSING UNDER INTERSTATE ROUTE 40.  HERE
 FC1814'CONTINUE AHEAD ON GRAVELED AND GRADED SWITCH-BACK ROAD IN A GENERAL
 FC1814'EASTERLY DIRECTION FOR 0.8 OF A MILE TO TOP OF NARROW, ROCKY RIDGE AT
 FC1814'EDGE OF ROCK BLUFF WHERE LARGE POWER TRANSMISSION LINES BREAK SHARP
 FC1814'INTO THE VALLEY AND THE STATION NEAR A LARGE STEEL TOWER
 FC1814'
 FC1814'THE STATION IS 43 FEET EAST OF A 12-INCH, TRIANGLE BLAZED POST OAK
 FC1814'TREE, 33 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD,
 FC1814'28 FEET WEST OF A JOG IN A RIGHT-OF-WAY FENCE AND MARKER POST, 28
 FC1814'FEET WEST OF THE SOUTHEAST LEG OF THE TRANSMISSION TOWER, 25 FEET
 FC1814'SOUTH OF THE SOUTHWEST LEG OF THE TOWER, 12 FEET NORTHWEST OF THE
 FC1814'RIGHT-OF-WAY FENCE, AND 1.6 FEET EAST OF A METAL WITNESS POST AND
 FC1814'SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A NARROW
 FC1814'OUTCROPPING OF BED ROCK ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE,
 FC1814'AND THE DISK IS STAMPED ROCKWOOD 1960 1971. (NO
 FC1814'UNDERGROUND MARK).
 FC1814'
 FC1814'REFERENCE MARK NO. 3 IS 47 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FC1814'OF THE WOODS ROAD AND 4.4 FEET WEST-NORTHWEST OF A JOG IN THE
 FC1814'RIGHT-OF-WAY FENCE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FC1814'IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE SOUTHEAST
 FC1814'LEG OF THE TOWER AND THE DISK IS STAMPED ROCKWOOD 1960 NO 3 1971.
 FC1814'
 FC1814'REFERENCE MARK NO. 4 IS 32.4 FEET WEST-NORTHWEST OF A JOG IN THE
 FC1814'RIGHT-OF-WAY FENCE AND 20 FEET SOUTHEAST OF THE APPROXIMATE
 FC1814'CENTER OF THE WOODS ROAD.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 FC1814'HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE
 FC1814'SOUTHWEST LEG OF THE TOWER AND THE DISK IS STAMPED ROCKWOOD 1960 NO 4
 FC1814'1971.
 FC1814'
 FC1814'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC1814'REFERENCE MARK NO. 4 IS 28.10 FEET - 8.564 METERS.
 FC1814'
 FC1814'NOTE- INTERSTATE ROUTE 40 IS DIRECTLY BELOW THIS STATION TO THE
 FC1814'SOUTH, BUT IT IS IMPOSSIBLE TO REACH THE STATION FROM THE HIGHWAY
 FC1814'BECAUSE OF A TREMENDOUS VERTICAL SPLIT ROCK WALL.
 FC1814'
 FC1814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES
 FC1814'NORTHEAST OF ROCKWOOD.
 FC1814
 FC1814                          STATION RECOVERY (1972)
 FC1814
 FC1814'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC1814'RM 1 RECOVERED IN GOOD SHAPE.  RM 2 PROBABLY DESTROYED BY RD
 FC1814'CONSTRUCTION.  REFERENCES GOOD.
 FC1814'
 FC1814'DISTANCE AND DIRECTION FROM NEAREST TOWN--N OF ROCKWOOD.
 FC1814
 FC1814                          STATION RECOVERY (1975)
 FC1814
 FC1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1814'REFERENCE MARKS 3 AND 4 WERE FOUND AS DESCRIBED AND IN GOOD
 FC1814'CONDITION.  THE STATION MARK DISK WAS FOUND GONE.  THE IMPRINT OF
 FC1814'THE STEM OF THE DISK WAS FOUND IN GOOD CONDITION AND THIS POINT WAS
 FC1814'HELD AND A NEW DISK SET.  THE DISTANCE AND DIRECTION TO THE
 FC1814'REFERENCE MARKS CHECKED.  THE 1971 RECOVERY NOTE TO THE STATION
 FC1814'IS GOOD WITH THE BELOW.
 FC1814'
 FC1814'THE STATION MARK IS A STANDARD DISK STAMPED ROCKWOOD 1960 1975 SET
 FC1814'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC1814'
 FC1814'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC1814'
 FC1814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 FC1814'NORTHEAST OF ROCKWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1813 ***********************************************************************
 FC1813  DESIGNATION -  ROCKWOOD S MUNICIPAL STANDPIPE
 FC1813  PID         -  FC1813
 FC1813  STATE/COUNTY-  TN/ROANE
 FC1813  USGS QUAD   -  ROCKWOOD (1980)
 FC1813
 FC1813                         *CURRENT SURVEY CONTROL
 FC1813  ___________________________________________________________________
 FC1813* NAD 83(1995)-  35 51 34.36038(N)    084 40 48.91410(W)     ADJUSTED  
 FC1813* NAVD 88     -                                                        
 FC1813  ___________________________________________________________________
 FC1813  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 FC1813  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC1813
 FC1813  HORZ ORDER  -  THIRD
 FC1813
 FC1813.The horizontal coordinates were established by classical geodetic methods
 FC1813.and adjusted by the National Geodetic Survey in April 1999..
 FC1813
 FC1813
 FC1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1813
 FC1813.The geoid height was determined by GEOID03.
 FC1813
 FC1813;                    North         East     Units Scale Factor Converg.
 FC1813;SPC TN       -   170,135.285   719,194.066   MT  0.99994850   +0 46 21.5
 FC1813;SPC TN       -   558,185.51  2,359,555.86   sFT  0.99994850   +0 46 21.5
 FC1813;UTM  16      - 3,970,854.807   709,461.411   MT  1.00014066   +1 21 33.8
 FC1813
 FC1813                          SUPERSEDED SURVEY CONTROL
 FC1813
 FC1813  NAD 83(1995)-  35 51 34.36731(N)    084 40 48.91380(W) AD(       ) 4
 FC1813  NAD 83(1986)-  35 51 34.37214(N)    084 40 48.91127(W) AD(       ) 4
 FC1813  NAD 27      -  35 51 34.10700(N)    084 40 49.13200(W) AD(       ) 3
 FC1813
 FC1813.Superseded values are not recommended for survey control.
 FC1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1813.See file dsdata.txt to determine how the superseded data were derived.
 FC1813
 FC1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0946170855(NAD 83)
 FC1813_MARKER: 52 = STANDPIPE TANK
 FC1813
 FC1813  HISTORY     - Date     Condition        Report By
 FC1813  HISTORY     - 1960     FIRST OBSERVED   CGS
 FC1813  HISTORY     - 1972     GOOD             TVA
 FC1813
 FC1813                          STATION DESCRIPTION
 FC1813
 FC1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1813'THE STATION IS LOCATED ON A PROMINENT HILL IN THE WOODLAND HEIGHTS
 FC1813'SUBDIVISION OF ROCKWOOD.
 FC1813'
 FC1813'THE STRUCTURE IS 55.0 FFET IN DIAMETER AND HAS A DOMED ROOF WITH A
 FC1813'SMALL FINIAL AT THE TOP AND CENTER. IT IS PAINTED SILVER
 FC1813'AND HAS AN OVER-ALL HEIGHT OF 57.0 FEET.
 FC1813'
 FC1813'THE FINIAL AT THE TOP AND CENTER OF THE ROOF WAS THE POINT OBSERVED
 FC1813'UPON.
 FC1813'
 FC1813'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD, GO SOUTHERLY
 FC1813'ON ROCKWOOD AVENUE FOR 0.25 MILE TO U. S.  HIGHWAY 70. HERE
 FC1813'CONTINUE SOUTHERLY FOR 0.35 MILE TO A CROSS STREET, TURN LEFT, EAST,
 FC1813'FOR 0.2 MILE TO A CROSS STREET, TURN RIGHT, AND GO
 FC1813'SOUTHWESTERLY FOR 0.35 MILE TO THE TOP OF THE HILL AND THE STANDPIPE
 FC1813'ON THE RIGHT IN A FENCED ENCLOSURE.
 FC1813
 FC1813                          STATION RECOVERY (1972)
 FC1813
 FC1813'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC1813'REPORTED IN GOOD CONDITION.
 FC1813'
 FC1813'DESCRIPTIONS GOOD.
 FC1813'
 FC1813'DISTANCE AND DIRECTION FROM NEAREST TOWN ROCKWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2082 ***********************************************************************
 GC2082  DESIGNATION -  ROCKY MOUND
 GC2082  PID         -  GC2082
 GC2082  STATE/COUNTY-  TN/MACON
 GC2082  USGS QUAD   -  WESTMORELAND (1979)
 GC2082
 GC2082                         *CURRENT SURVEY CONTROL
 GC2082  ___________________________________________________________________
 GC2082* NAD 83(1995)-  36 36 25.99323(N)    086 10 03.73640(W)     ADJUSTED  
 GC2082* NAVD 88     -       249.41   (+/-2cm)     818.3    (feet)  VERTCON   
 GC2082  ___________________________________________________________________
 GC2082  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 GC2082  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC2082
 GC2082  HORZ ORDER  -  THIRD
 GC2082  VERT ORDER  -  THIRD ? (See Below)
 GC2082
 GC2082.The horizontal coordinates were established by classical geodetic methods
 GC2082.and adjusted by the National Geodetic Survey in April 1999..
 GC2082
 GC2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2082.The vertical order pertains to the NGVD 29 superseded value.
 GC2082
 GC2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2082
 GC2082.The geoid height was determined by GEOID03.
 GC2082
 GC2082;                    North         East     Units Scale Factor Converg.
 GC2082;SPC TN       -   252,307.384   584,995.323   MT  1.00003935   -0 05 53.5
 GC2082;SPC TN       -   827,778.48  1,919,272.16   sFT  1.00003935   -0 05 53.5
 GC2082;UTM  16      - 4,051,623.892   574,434.306   MT  0.99966826   +0 29 46.8
 GC2082
 GC2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2082!SPC TN       -   0.99996552  x   1.00003935  =   1.00000486
 GC2082!UTM  16      -   0.99996552  x   0.99966826  =   0.99963379
 GC2082
 GC2082|---------------------------------------------------------------------|
 GC2082| PID    Reference Object                     Distance      Geod. Az  |
 GC2082|                                                           dddmmss.s |
 GC2082| CG6504 ROCKY MOUND RM 1                     22.619 METERS 10333     |
 GC2082| CG6503 ROCKY MOUND AZ MK                                  1481044.1 |
 GC2082| CG6505 ROCKY MOUND RM 2                     32.300 METERS 18519     |
 GC2082|---------------------------------------------------------------------|
 GC2082
 GC2082                          SUPERSEDED SURVEY CONTROL
 GC2082
 GC2082  NAD 83(1995)-  36 36 25.99342(N)    086 10 03.73680(W) AD(       ) 3
 GC2082  NAD 83(1995)-  36 36 26.00174(N)    086 10 03.74066(W) AD(       ) 3
 GC2082  NAD 83(1986)-  36 36 26.00324(N)    086 10 03.74025(W) AD(       ) 3
 GC2082  NAD 27      -  36 36 25.84800(N)    086 10 03.78600(W) AD(       ) 3
 GC2082  NGVD 29 (07/19/86)  249.51   (m)          818.6    (f) LEVELING    3  
 GC2082
 GC2082.Superseded values are not recommended for survey control.
 GC2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2082.See file dsdata.txt to determine how the superseded data were derived.
 GC2082
 GC2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7443451624(NAD 83)
 GC2082_MARKER: DS = TRIANGULATION STATION DISK
 GC2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2082
 GC2082  HISTORY     - Date     Condition        Report By
 GC2082  HISTORY     - 1950     MONUMENTED       CGS
 GC2082
 GC2082                          STATION DESCRIPTION
 GC2082
 GC2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2082'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LAFAYETTE AND 5 MILES
 GC2082'NORTHEAST OF WESTMORELAND ON THE GROUNDS OF A SMALL CONCRETE BLOCK
 GC2082'CHURCH.  IT IS 75 FEET WEST OF THE NORTHWEST CORNER OF CHURCH, 17
 GC2082'FEET EAST OF CENTER OF A DIRT ROAD AND 5 FEET SOUTH OF A WHITE
 GC2082'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GC2082'STAMPED ROCKY MOUND 1950.
 GC2082'
 GC2082'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF
 GC2082'CHURCH.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GC2082'ROCKY MOUND NO 1 1950.
 GC2082'
 GC2082'REFERENCE MARK NO. 2 IS 101 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2082'CHURCH AND 20 FEET EAST OF CENTER OF DIRT ROAD.  THE MARK IS FLUSH
 GC2082'WITH THE GROUND AND THE DISK IS STAMPED ROCKY MOUND NO 2 1950.
 GC2082'
 GC2082'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF STATION, 13 FEET
 GC2082'WEST OF CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A WHITE WITNESS
 GC2082'POST ON A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GC2082'IS STAMPED ROCKY MOUND 1950.
 GC2082'
 GC2082'TO REACH STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 GC2082'IN LAFAYETTE, GO WEST ON STATE HIGHWAY 52 FOR 11.75 MILES TO A
 GC2082'GRAVEL CROSSROAD AND HOUSE ON RIGHT, ABOUT 0.05 MILE BEFORE REACHING
 GC2082'CROSSROAD, WITH A ROCK WALL AROUND YARD, TURN RIGHT ON GRAVEL ROAD
 GC2082'AND GO NORTH FOR 1.2 MILES TO A ROAD FORK, TURN RIGHT AND GO NORTH
 GC2082'FOR 4.4 MILES TO A DIRT T ROAD, TURN LEFT ON DIRT ROAD AND GO WEST
 GC2082'FOR 0.1 MILE TO ANOTHER T ROAD RIGHT, TURN RIGHT AND GO NORTH FOR
 GC2082'0.05 MILE TO TOP OF HILL AND STATION ON THE CHURCH GROUNDS AS
 GC2082'DESCRIBED.
 GC2082'
 GC2082'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH FOR 0.05 MILE TO T ROAD,
 GC2082'TURN LEFT AND GO 0.1 MILE TO ANOTHER T ROAD, TURN RIGHT AND GO SOUTH
 GC2082'FOR 0.3 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GC2082'
 GC2082'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0453 ***********************************************************************
 FE0453  DESIGNATION -  ROGER SPRINGS
 FE0453  PID         -  FE0453
 FE0453  STATE/COUNTY-  TN/HARDEMAN
 FE0453  USGS QUAD   -  MIDDLETON (1980)
 FE0453
 FE0453                         *CURRENT SURVEY CONTROL
 FE0453  ___________________________________________________________________
 FE0453* NAD 83(1986)-  35 02 58.     (N)    088 58 05.     (W)     SCALED    
 FE0453* NAVD 88     -       142.187  (meters)     466.49   (feet)  ADJUSTED  
 FE0453  ___________________________________________________________________
 FE0453  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0453  DYNAMIC HT  -         142.051 (meters)     466.05  (feet)  COMP
 FE0453  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 FE0453
 FE0453  VERT ORDER  -  FIRST     CLASS II
 FE0453
 FE0453.The horizontal coordinates were scaled from a topographic map and have
 FE0453.an estimated accuracy of +/- 6 seconds.
 FE0453
 FE0453.The orthometric height was determined by differential leveling
 FE0453.and adjusted by the National Geodetic Survey in June 1991..
 FE0453.WARNING-Repeat measurements at this control monument indicate possible
 FE0453.vertical movement.
 FE0453
 FE0453.The geoid height was determined by GEOID03.
 FE0453
 FE0453.The dynamic height is computed by dividing the NAVD 88
 FE0453.geopotential number by the normal gravity value computed on the
 FE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0453.degrees latitude (g = 980.6199 gals.).
 FE0453
 FE0453.The modeled gravity was interpolated from observed gravity values.
 FE0453
 FE0453;                    North         East    Units  Estimated Accuracy
 FE0453;SPC TN       -    83,560.      329,250.      MT  (+/- 180 meters Scaled)
 FE0453
 FE0453                          SUPERSEDED SURVEY CONTROL
 FE0453
 FE0453  NGVD 29 (??/??/??)  142.145  (m)          466.35   (f) ADJUSTED    1 2
 FE0453
 FE0453.Superseded values are not recommended for survey control.
 FE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0453.See file dsdata.txt to determine how the superseded data were derived.
 FE0453
 FE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD205802(NAD 83)
 FE0453_MARKER: DB = BENCH MARK DISK
 FE0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0453_SP_SET: SIGNAL BASE
 FE0453_STAMPING: ROGER SPRINGS 1934
 FE0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0453
 FE0453  HISTORY     - Date     Condition        Report By
 FE0453  HISTORY     - 1934     MONUMENTED       CGS
 FE0453  HISTORY     - 1965     GOOD             CGS
 FE0453  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0453
 FE0453                          STATION DESCRIPTION
 FE0453
 FE0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE0453'0.5 MI E FROM ROGERS SPRINGS.
 FE0453'AT ROGERS SPRINGS, HARDEMAN COUNTY, ABOUT 1/2 MILE EAST ALONG
 FE0453'THE SOUTHERN RAILWAY FROM THE STATION, ABOUT 108 FEET EAST
 FE0453'OF A SWITCH, AT A BLOCK SIGNAL 4872 A, IN THE TOP OF THE BASE,
 FE0453'AND 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  NOTE-- NO
 FE0453'SPACE IS EVIDENT BETWEEN THE WORDS ROGER SPRINGS AND THE STAMPING
 FE0453'APPEARS TO BE ROGERSPRINGS 1934.
 FE0453
 FE0453                          STATION RECOVERY (1983)
 FE0453
 FE0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0453'NOT SEARCHED FOR DUE TO LOCKED GATES, AND ACCESSIBLE BY RAILROAD ONLY.
 FE0453'LEVEL LINE REROUTED ALONG HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2529 ***********************************************************************
 GC2529  DESIGNATION -  ROGERS
 GC2529  PID         -  GC2529
 GC2529  STATE/COUNTY-  TN/MONTGOMERY
 GC2529  USGS QUAD   -  HENRIETTA (1983)
 GC2529
 GC2529                         *CURRENT SURVEY CONTROL
 GC2529  ___________________________________________________________________
 GC2529* NAD 83(1995)-  36 29 29.08289(N)    087 10 05.99439(W)     ADJUSTED  
 GC2529* NAVD 88     -       203.5    (meters)     668.     (feet)  VERTCON   
 GC2529  ___________________________________________________________________
 GC2529  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GC2529  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2529
 GC2529  HORZ ORDER  -  SECOND
 GC2529
 GC2529.The horizontal coordinates were established by classical geodetic methods
 GC2529.and adjusted by the National Geodetic Survey in April 1999..
 GC2529
 GC2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2529
 GC2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2529
 GC2529.The geoid height was determined by GEOID03.
 GC2529
 GC2529;                    North         East     Units Scale Factor Converg.
 GC2529;SPC TN       -   240,067.868   495,317.322   MT  1.00001411   -0 41 02.4
 GC2529;SPC TN       -   787,622.66  1,625,053.58   sFT  1.00001411   -0 41 02.4
 GC2529;UTM  16      - 4,038,468.630   484,923.332   MT  0.99960280   -0 06 00.4
 GC2529
 GC2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2529!SPC TN       -   0.99997268  x   1.00001411  =   0.99998679
 GC2529!UTM  16      -   0.99997268  x   0.99960280  =   0.99957549
 GC2529
 GC2529|---------------------------------------------------------------------|
 GC2529| PID    Reference Object                     Distance      Geod. Az  |
 GC2529|                                                           dddmmss.s |
 GC2529| CG6514 ROGERS RM 1                          26.383 METERS 00913     |
 GC2529| GC1508 ROGERS AZ MK                                       1771045.6 |
 GC2529| CG6515 ROGERS RM 2                          23.353 METERS 18152     |
 GC2529|---------------------------------------------------------------------|
 GC2529
 GC2529                          SUPERSEDED SURVEY CONTROL
 GC2529
 GC2529  NAD 83(1995)-  36 29 29.08371(N)    087 10 05.99580(W) AD(       ) 2
 GC2529  NAD 83(1995)-  36 29 29.08765(N)    087 10 05.99790(W) AD(       ) 2
 GC2529  NAD 83(1986)-  36 29 29.09227(N)    087 10 05.99762(W) AD(       ) 2
 GC2529  NAD 27      -  36 29 28.92315(N)    087 10 05.98349(W) AD(       ) 2
 GC2529  NGVD 29 (07/19/86)  203.6    (m)          668.     (f) VERT ANG       
 GC2529
 GC2529.Superseded values are not recommended for survey control.
 GC2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2529.See file dsdata.txt to determine how the superseded data were derived.
 GC2529
 GC2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8492338469(NAD 83)
 GC2529_MARKER: DD = SURVEY DISK
 GC2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2529
 GC2529  HISTORY     - Date     Condition        Report By
 GC2529  HISTORY     - 1965     MONUMENTED       TNHD
 GC2529
 GC2529                          STATION DESCRIPTION
 GC2529
 GC2529'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2529'THE STATION IS LOCATED ABOUT 10 MILES EAST OF CLARKSVILLE AND ABOUT 3
 GC2529'MILES EAST OF THE SMALL COMMUNITY OF SANGO.
 GC2529'
 GC2529'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSVILLE, GO EASTERLY
 GC2529'ON U.S. HIGHWAY 41A AND STATE ROUTE 76 FOR 2.65 MILES TO AN
 GC2529'INTERSECTION WHERE STATE ROUTE 76 TURNS LEFT AND U.S. HIGHWAY 41A
 GC2529'GOES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, EASTERLY, ON U.S.
 GC2529'HIGHWAY 41A FOR 4.8 MILES TO A PAVED CROSSROAD AND A SIGN, (SANGO
 GC2529'COMMUNITY CHURCHES), ON THE LEFT.  TURN LEFT, NORTH AND GO 0.95
 GC2529'MILE ON THE PAVED ROAD TO A CROSSROAD WITH BETHEL CUMBERLAND
 GC2529'PRESBYTERIAN CHURCH STRAIGHT AHEAD AND A CEMETERY ON THE RIGHT.
 GC2529'TURN RIGHT AND GO EASTERLY ON THE PAVED ROAD FOR 2.35 MILES TO A
 GC2529'TRACK ROAD ON THE LEFT, LEADING PAST A BARN, *TURN LEFT AND GO
 GC2529'NORTHERLY ON THE TRACK ROAD, PASSING TO THE LEFT OF THE BARN AND
 GC2529'THROUGH A WIRE GATE, FOR 0.35 MILE.  HERE, TURN RIGHT, EAST, AND GO
 GC2529'0.2 MILE ACROSS A FIELD TO THE STATION AT A NORTH-SOUTH WIRE
 GC2529'FENCE.
 GC2529'
 GC2529'THE STATION IS 6 FEET WEST OF THE FENCE AND 5.8 FEET WEST OF A METAL
 GC2529'WITNESS POST AND SIGN.  THE MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2529'DEPARTMENT DISKS AND ARE STAMPED ROGERS 1965.  BOTH MARKS ARE
 GC2529'SUBSURFACE.  THE LOWER MARK IS ABOUT 45 INCHES BELOW THE SURFACE AND
 GC2529'THE UPPER IS SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2529'ABOUT 12 INCHES BELOW THE SURFACE.
 GC2529'
 GC2529'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE FENCE.  IT IS A STANDARD
 GC2529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC2529'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ROGERS RM-1
 GC2529'1965.
 GC2529'
 GC2529'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE.  IT IS A STANDARD
 GC2529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC2529'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ROGERS RM-2
 GC2529'1965.
 GC2529'
 GC2529'THE AZIMUTH MARK IS 26 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC2529'THE PAVED ROAD, 1.9 FEET NORTH OF A METAL WITNESS POST AND SIGN
 GC2529'AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD
 GC2529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, ROUND,
 GC2529'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ROGERS AZI 1965.
 GC2529'
 GC2529'TO REACH THE AZIMUTH MARK, *CONTINUE ON PAVED ROAD FOR 0.4 MILE TO
 GC2529'THE AZIMUTH MARK ON THE RIGHT.
 GC2529'
 GC2529'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2529'
 GC2529'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1508 ***********************************************************************
 GC1508  DESIGNATION -  ROGERS AZ MK
 GC1508  PID         -  GC1508
 GC1508  STATE/COUNTY-  TN/MONTGOMERY
 GC1508  USGS QUAD   -  HENRIETTA (1983)
 GC1508
 GC1508                         *CURRENT SURVEY CONTROL
 GC1508  ___________________________________________________________________
 GC1508* NAD 83(1986)-  36 29 06.     (N)    087 10 05.     (W)     SCALED    
 GC1508* NAVD 88     -       201.254  (meters)     660.28   (feet)  ADJUSTED  
 GC1508  ___________________________________________________________________
 GC1508  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1508  DYNAMIC HT  -         201.088 (meters)     659.74  (feet)  COMP
 GC1508  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GC1508
 GC1508  VERT ORDER  -  SECOND    CLASS 0
 GC1508
 GC1508.The horizontal coordinates were scaled from a topographic map and have
 GC1508.an estimated accuracy of +/- 6 seconds.
 GC1508
 GC1508.The orthometric height was determined by differential leveling
 GC1508.and adjusted by the National Geodetic Survey in June 1991..
 GC1508
 GC1508.The geoid height was determined by GEOID03.
 GC1508
 GC1508.The dynamic height is computed by dividing the NAVD 88
 GC1508.geopotential number by the normal gravity value computed on the
 GC1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1508.degrees latitude (g = 980.6199 gals.).
 GC1508
 GC1508.The modeled gravity was interpolated from observed gravity values.
 GC1508
 GC1508;                    North         East    Units  Estimated Accuracy
 GC1508;SPC TN       -   239,360.      495,330.      MT  (+/- 180 meters Scaled)
 GC1508
 GC1508                          SUPERSEDED SURVEY CONTROL
 GC1508
 GC1508  NGVD 29 (??/??/92)  201.318  (m)          660.49   (f) ADJ UNCH    2 0
 GC1508
 GC1508.Superseded values are not recommended for survey control.
 GC1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1508.See file dsdata.txt to determine how the superseded data were derived.
 GC1508
 GC1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF849377(NAD 83)
 GC1508_MARKER: DD = SURVEY DISK
 GC1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1508_STAMPING: ROGERS AZI 1965
 GC1508_MARK LOGO: TNHD  
 GC1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1508+STABILITY: SURFACE MOTION
 GC1508
 GC1508  HISTORY     - Date     Condition        Report By
 GC1508  HISTORY     - 1965     MONUMENTED       TNHD
 GC1508
 GC1508                          STATION DESCRIPTION
 GC1508
 GC1508'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1508'3 MI E FROM SANGO.
 GC1508'FROM THE POST OFFICE IN CLARKSVILLE, GO EASTERLY ON U.S. HIGHWAY
 GC1508'41A AND STATE ROUTE 76 FOR 2.65 MILES TO AN INTERSECTION WHERE
 GC1508'STATE ROUTE 76 TURNS LEFT AND U.S. HIGHWAY 41A GOES STRAIGHT
 GC1508'AHEAD.  CONTINUE STRAIGHT AHEAD, EASTERLY, ON U.S. HIGHWAY 41A
 GC1508'FOR 4.8 MILES TO A PAVED CROSSROAD AND A SIGN (SANGO COMMUNITY
 GC1508'CHURCHES) ON THE LEFT.  TURN LEFT, NORTH, AND GO 0.95 MILE ON
 GC1508'THE PAVED ROAD TO A CROSSROAD WITH BETHEL CUMBERLAND PRESBYTERIAN
 GC1508'CHURCH STRAIGHT AHEAD AND A CEMETERY ON THE RIGHT.  TURN RIGHT
 GC1508'AND GO EASTERLY ON THE PAVED ROAD FOR 2.75 MILES TO THE MARK ON
 GC1508'THE RIGHT, 26 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 GC1508'PAVED ROAD, 1.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND
 GC1508'1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD
 GC1508'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1508'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3501 ***********************************************************************
 GA3501  DESIGNATION -  ROGERSVILLE
 GA3501  PID         -  GA3501
 GA3501  STATE/COUNTY-  TN/HAWKINS
 GA3501  USGS QUAD   -  CAMELOT (1976)
 GA3501
 GA3501                         *CURRENT SURVEY CONTROL
 GA3501  ___________________________________________________________________
 GA3501* NAD 83(1995)-  36 24 20.30423(N)    083 01 21.41796(W)     ADJUSTED  
 GA3501* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 GA3501  ___________________________________________________________________
 GA3501  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GA3501  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA3501
 GA3501  HORZ ORDER  -  THIRD
 GA3501
 GA3501.The horizontal coordinates were established by classical geodetic methods
 GA3501.and adjusted by the National Geodetic Survey in April 1999..
 GA3501
 GA3501.The orthometric height was scaled from a topographic map.
 GA3501
 GA3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3501
 GA3501.The geoid height was determined by GEOID03.
 GA3501
 GA3501;                    North         East     Units Scale Factor Converg.
 GA3501;SPC TN       -   233,987.237   867,028.683   MT  0.99999806   +1 44 35.1
 GA3501;SPC TN       -   767,673.13  2,844,576.60   sFT  0.99999806   +1 44 35.1
 GA3501;UTM  17      - 4,030,841.780   318,633.313   MT  1.00000529   -1 12 02.7
 GA3501
 GA3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3501!SPC TN       -   0.99992380  x   0.99999806  =   0.99992186
 GA3501!UTM  17      -   0.99992380  x   1.00000529  =   0.99992909
 GA3501
 GA3501|---------------------------------------------------------------------|
 GA3501| PID    Reference Object                     Distance      Geod. Az  |
 GA3501|                                                           dddmmss.s |
 GA3501| DC3145 ROGERSVILLE RM 1                     10.170 METERS 08240     |
 GA3501| GA2140 ROGERSVILLE AZ MK                                  1554557.1 |
 GA3501| DC3146 ROGERSVILLE RM 2                     11.222 METERS 32039     |
 GA3501|---------------------------------------------------------------------|
 GA3501
 GA3501                          SUPERSEDED SURVEY CONTROL
 GA3501
 GA3501  NAD 83(1995)-  36 24 20.30841(N)    083 01 21.42155(W) AD(       ) 3
 GA3501  NAD 83(1995)-  36 24 20.31595(N)    083 01 21.42217(W) AD(       ) 3
 GA3501  NAD 83(1995)-  36 24 20.31017(N)    083 01 21.41972(W) AD(       ) 3
 GA3501  NAD 83(1986)-  36 24 20.31264(N)    083 01 21.42044(W) AD(       ) 3
 GA3501  NAD 27      -  36 24 19.97200(N)    083 01 21.82400(W) AD(       ) 3
 GA3501
 GA3501.Superseded values are not recommended for survey control.
 GA3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3501.See file dsdata.txt to determine how the superseded data were derived.
 GA3501
 GA3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1863330842(NAD 83)
 GA3501_MARKER: DS = TRIANGULATION STATION DISK
 GA3501_SETTING: 0 = UNSPECIFIED SETTING
 GA3501
 GA3501  HISTORY     - Date     Condition        Report By
 GA3501  HISTORY     - 1941     MONUMENTED       CGS
 GA3501  HISTORY     - 1949     GOOD             CGS
 GA3501
 GA3501                          STATION DESCRIPTION
 GA3501
 GA3501'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3501'STATION IS ABOUT 3/4 MILE W OF ROGERSVILLE ON ONE OF THE TOWN KNOBS,
 GA3501'ABOUT 15 YARDS E
 GA3501'OF THE HIGHEST POINT OF THE HILL, AND 35 FEET W OF A
 GA3501'TRIANGLE BLAZED 8-INCH WALNUT TREE.
 GA3501'
 GA3501'SURFACE MARK PROJECTS 6 INCHES AND IS STAMPED ROGERSVILLE 1941.
 GA3501'
 GA3501'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF
 GA3501'A 4-INCH CAST-IRON
 GA3501'PIPE.
 GA3501'
 GA3501'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 GA3501'
 GA3501'REFERENCE MARK NO. 1 IS 3 FEET W OF THE TRIANGLE BLAZED WALNUT TREE,
 GA3501'PROJECTS 4 INCHES,
 GA3501'AND IS STAMPED ROGERSVILLE NO.  1 1941.
 GA3501'
 GA3501'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS STAMPED ROGERSVILLE NO.
 GA3501'2 1941
 GA3501'
 GA3501'AZIMUTH MARK IS ABOUT 1/2 MILE S OF THE STATION, 100 FEET W OF A
 GA3501'HIGHWAY
 GA3501'T-INTERSECTION, AND 18 FEET S OF THE CENTER OF U.S.  HIGHWAY
 GA3501'11 W.  IT IS A STANDARD
 GA3501'DISK CEMENTED IN THE TOP OF A CONCRETE
 GA3501'CULVERT HEADWALL, 6 INCHES E OF THE W END
 GA3501'OF THE HEADWALL, AND IS
 GA3501'STAMPED ROGERSVILLE 1941.
 GA3501'
 GA3501'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO WESTERLY
 GA3501'ON U.S.  HIGHWAY
 GA3501'11 W FOR 0.8 MILE AND TURN RIGHT AT THE AZIMUTH MARK
 GA3501'ONTO STATE HIGHWAY 66, THENCE
 GA3501'NORTHERLY 0.4 MILE TO THE TOP OF THE
 GA3501'HIGHWAY GRADE AND TURN BACK SHARP RIGHT ONTO A
 GA3501'SECONDARY ROAD, THENCE
 GA3501'0.1 MILE AND TAKE THE LEFT FORK, THENCE ABOUT 100 YARDS TO A
 GA3501'HOUSE ON THE LEFT
 GA3501'AND THE END OF TRUCK TRAVEL.  AFOOT, CLIMB STEEP TRAIL BACK
 GA3501'OF THIS HOUSE ABOUT 200
 GA3501'YARDS TO THE TOP OF THE HILL AND THE STATION.
 GA3501'
 GA3501'LIGHTS ELEVATED 87 FEET AT STATION HAWKINS COUNTY MILESTONE AND 4
 GA3501'FEET AT ALL OTHER
 GA3501'STATIONS OBSERVED WERE VISIBLE FROM THE GROUND
 GA3501'AFTER LIGHT CLEARING OF SMALL CLOSE
 GA3501'TREES.
 GA3501
 GA3501                          STATION RECOVERY (1949)
 GA3501
 GA3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JOH)
 GA3501'STATION IS 3/4 MILE W OF ROGERSVILLE.  MARK IS IN GOOD CONDITION AND
 GA3501'IS STAMPED
 GA3501'ROGERSVILLE 1941.  DESCRIPTION SATISFACTORY.
 GA3501'
 GA3501'STATION MARK SIGN IS SET 4.8 FEET S.55 DEG E. OF CAP.
 GA3501'
 GA3501'R.M. 1 SIGN IS SET 1.0 FOOT N. 85 DEG E. OF CAP.
 GA3501'
 GA3501'R.M. 2 SIGN IS SET 1.0 FOOT N. 35 DEG W. OF CAP.
 GA3501'
 GA3501'AZIMUTH MARK IS STAMPED ROGERSVILLE 1941.  SIGN IS SET 4.9 FEET S.
 GA3501'29 DEGREES E.  OF
 GA3501'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3633 ***********************************************************************
 GA3633  DESIGNATION -  ROGERSVILLE
 GA3633  PID         -  GA3633
 GA3633  STATE/COUNTY-  TN/HAWKINS
 GA3633  USGS QUAD   -  BUREM (1976)
 GA3633
 GA3633                         *CURRENT SURVEY CONTROL
 GA3633  ___________________________________________________________________
 GA3633* NAD 83(1995)-  36 27 23.98870(N)    082 53 12.35319(W)     ADJUSTED  
 GA3633* NAVD 88     -       380.8    (meters)    1249.     (feet)  VERTCON   
 GA3633  ___________________________________________________________________
 GA3633  X           -     636,035.603 (meters)                     COMP
 GA3633  Y           -  -5,096,799.610 (meters)                     COMP
 GA3633  Z           -   3,769,275.467 (meters)                     COMP
 GA3633  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GA3633  ELLIP HEIGHT-         349.56  (meters)          (04/12/99) GPS OBS
 GA3633  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3633
 GA3633  HORZ ORDER  -  THIRD
 GA3633  ELLP ORDER  -  FOURTH    CLASS I
 GA3633
 GA3633.This mark is at Hawkins County Airport (RVN)
 GA3633
 GA3633.The horizontal coordinates were established by GPS observations
 GA3633.and adjusted by the National Geodetic Survey in April 1999..
 GA3633
 GA3633.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3633
 GA3633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3633
 GA3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3633
 GA3633.The ellipsoidal height was determined by GPS observations
 GA3633.and is referenced to NAD 83.
 GA3633
 GA3633.The geoid height was determined by GEOID03.
 GA3633
 GA3633;                    North         East     Units Scale Factor Converg.
 GA3633;SPC TN       -   240,025.427   879,028.502   MT  1.00000734   +1 49 21.4
 GA3633;SPC TN       -   787,483.42  2,883,946.01   sFT  1.00000734   +1 49 21.4
 GA3633;UTM  17      - 4,036,255.574   330,927.111   MT  0.99995220   -1 07 17.1
 GA3633
 GA3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3633!SPC TN       -   0.99994514  x   1.00000734  =   0.99995248
 GA3633!UTM  17      -   0.99994514  x   0.99995220  =   0.99989735
 GA3633
 GA3633                          SUPERSEDED SURVEY CONTROL
 GA3633
 GA3633  NAD 83(1995)-  36 27 23.98872(N)    082 53 12.35324(W) AD(       ) 3
 GA3633  NAD 83(1995)-  36 27 23.98920(N)    082 53 12.35367(W) AD(       ) 3
 GA3633  NAD 83(1995)-  36 27 24.00165(N)    082 53 12.36577(W) AD(       ) 3
 GA3633  NAD 83(1986)-  36 27 24.00177(N)    082 53 12.36549(W) AD(       ) 3
 GA3633  NAD 27      -  36 27 23.57946(N)    082 53 12.77502(W) AD(       ) 3
 GA3633  NGVD 29 (03/22/89)  380.9    (m)         1250.     (f) GPS OBS        
 GA3633
 GA3633.Superseded values are not recommended for survey control.
 GA3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3633.See file dsdata.txt to determine how the superseded data were derived.
 GA3633
 GA3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3092736256(NAD 83)
 GA3633_MARKER: Z = SEE DESCRIPTION
 GA3633_SETTING: 0 = UNSPECIFIED SETTING
 GA3633_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3633+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1988
 GA3633
 GA3633  HISTORY     - Date     Condition        Report By
 GA3633  HISTORY     - 1987     MONUMENTED       NGS
 GA3633  HISTORY     - 19880511 GOOD
 GA3633
 GA3633                          STATION DESCRIPTION
 GA3633
 GA3633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 GA3633'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 GA3633'NORTHEAST OF ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, AT THE
 GA3633'ROGERSVILLE-HAWKINS COUNTY AIRPORT, AT THE JUNCTION OF THE RUNWAY
 GA3633'AND THE TAXIWAY, ABOUT 0.2 KM (0.1 MI) NORTHWEST OF THE AIRPORT
 GA3633'OFFICE.
 GA3633'OWNERSHIP--HAWKINS COUNTY, C/O AIRPORT MANAGER DELMER
 GA3633'GILLENWATER.  PHONE (615) 345-3261.
 GA3633'
 GA3633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND
 GA3633'STATE HIGHWAY 346 (ABOUT 1.5 MI WEST OF SURGOINSVILLE), GO
 GA3633'SOUTHEAST FOR 2.6 KM (1.6 MI) ON HIGHWAY 346 TO A PAVED ROAD ON THE
 GA3633'LEFT.
 GA3633'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON AIRPORT ROAD TO A
 GA3633'GATE AT THE AIRPORT.  PASS THROUGH THE GATE THEN GO NORTHWEST FOR
 GA3633'0.2 KM (0.1 MI) ACROSS THE TARMAC TO THE TAXIWAY AND THE STATION ON
 GA3633'THE RIGHT.
 GA3633'
 GA3633'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD FLUSH WITH
 GA3633'THE GROUND, DRIVEN TO A DEPTH OF 5.8 METERS IN A GREASE FILLED
 GA3633'SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GA3633'COVERED BY A STANDARD NGS LOGO CAP
 GA3633'STAMPED---GPS 3 1987---,
 GA3633'FLUSH WITH THE GROUND.  LOCATED
 GA3633'23.6 METERS (77.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 GA3633'14.9 METERS (49.0 FT) NORTH FROM THE CENTER OF THE TAXIWAY,
 GA3633'8.5 METERS (28.0 FT) EAST FROM A BLUE TAXIWAY LIGHT, AT THE
 GA3633'JUNCTION OF THE RUNWAY AND THE TAXIWAY, AND
 GA3633'0.4 METERS (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GA3633'
 GA3633'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 GA3633
 GA3633                          STATION RECOVERY (1988)
 GA3633
 GA3633'RECOVERED 1988
 GA3633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2140 ***********************************************************************
 GA2140  DESIGNATION -  ROGERSVILLE AZ MK
 GA2140  PID         -  GA2140
 GA2140  STATE/COUNTY-  TN/HAWKINS
 GA2140  USGS QUAD   -  CAMELOT (1976)
 GA2140
 GA2140                         *CURRENT SURVEY CONTROL
 GA2140  ___________________________________________________________________
 GA2140* NAD 83(1986)-  36 24 01.     (N)    083 01 11.     (W)     SCALED    
 GA2140* NAVD 88     -       392.315  (meters)    1287.12   (feet)  ADJUSTED  
 GA2140  ___________________________________________________________________
 GA2140  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2140  DYNAMIC HT  -         391.957 (meters)    1285.95  (feet)  COMP
 GA2140  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2140
 GA2140  VERT ORDER  -  SECOND    CLASS 0
 GA2140
 GA2140.The horizontal coordinates were scaled from a topographic map and have
 GA2140.an estimated accuracy of +/- 6 seconds.
 GA2140
 GA2140.The orthometric height was determined by differential leveling
 GA2140.and adjusted by the National Geodetic Survey in June 1991..
 GA2140
 GA2140.The geoid height was determined by GEOID03.
 GA2140
 GA2140.The dynamic height is computed by dividing the NAVD 88
 GA2140.geopotential number by the normal gravity value computed on the
 GA2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2140.degrees latitude (g = 980.6199 gals.).
 GA2140
 GA2140.The modeled gravity was interpolated from observed gravity values.
 GA2140
 GA2140;                    North         East    Units  Estimated Accuracy
 GA2140;SPC TN       -   233,400.      867,310.      MT  (+/- 180 meters Scaled)
 GA2140
 GA2140                          SUPERSEDED SURVEY CONTROL
 GA2140
 GA2140  NGVD 29 (??/??/92)  392.529  (m)         1287.82   (f) ADJ UNCH    2 0
 GA2140
 GA2140.Superseded values are not recommended for survey control.
 GA2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2140.See file dsdata.txt to determine how the superseded data were derived.
 GA2140
 GA2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA188302(NAD 83)
 GA2140_MARKER: DB = BENCH MARK DISK
 GA2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2140_SP_SET: CULVERT
 GA2140_STAMPING: ROGERSVILLE 1941
 GA2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2140
 GA2140  HISTORY     - Date     Condition        Report By
 GA2140  HISTORY     - 1941     MONUMENTED       CGS
 GA2140  HISTORY     - 1964     GOOD             TNGS
 GA2140
 GA2140                          STATION DESCRIPTION
 GA2140
 GA2140'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2140'AT ROGERSVILLE.
 GA2140'TO REACH THE MARK FROM THE POST OFFICE IN ROGERSVILLE, GO 0.75
 GA2140'MILE SOUTHWESTERLY ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.
 GA2140'THE MARK IS 100 FEET WEST OF A T-INTERSECTION AND 18 FEET SOUTH
 GA2140'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W.  IT IS A STANDARD
 GA2140'USC AND GS DISK CEMENTED IN A DRILLED HOLE IN THE SOUTH HEADWALL
 GA2140'OF A CONCRETE CULVERT, 6 INCHES EAST OF THE WEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3500 ***********************************************************************
 GA3500  DESIGNATION -  ROGERSVILLE INTL CARD CO TANK
 GA3500  PID         -  GA3500
 GA3500  STATE/COUNTY-  TN/HAWKINS
 GA3500  USGS QUAD   -  CAMELOT (1976)
 GA3500
 GA3500                         *CURRENT SURVEY CONTROL
 GA3500  ___________________________________________________________________
 GA3500* NAD 83(1995)-  36 24 11.07331(N)    083 00 45.96906(W)     ADJUSTED  
 GA3500* NAVD 88     -                                                        
 GA3500  ___________________________________________________________________
 GA3500  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA3500  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3500
 GA3500  HORZ ORDER  -  THIRD
 GA3500
 GA3500.The horizontal coordinates were established by classical geodetic methods
 GA3500.and adjusted by the National Geodetic Survey in April 1999..
 GA3500
 GA3500
 GA3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3500
 GA3500.The geoid height was determined by GEOID03.
 GA3500
 GA3500;                    North         East     Units Scale Factor Converg.
 GA3500;SPC TN       -   233,729.747   867,920.220   MT  0.99999762   +1 44 55.8
 GA3500;SPC TN       -   766,828.34  2,847,501.59   sFT  0.99999762   +1 44 55.8
 GA3500;UTM  17      - 4,030,538.843   319,510.454   MT  1.00000138   -1 11 41.4
 GA3500
 GA3500                          SUPERSEDED SURVEY CONTROL
 GA3500
 GA3500  NAD 83(1995)-  36 24 11.07711(N)    083 00 45.97243(W) AD(       ) 4
 GA3500  NAD 83(1995)-  36 24 11.08825(N)    083 00 45.97699(W) AD(       ) 4
 GA3500  NAD 83(1995)-  36 24 11.08028(N)    083 00 45.97501(W) AD(       ) 4
 GA3500  NAD 83(1986)-  36 24 11.08258(N)    083 00 45.97248(W) AD(       ) 4
 GA3500  NAD 27      -  36 24 10.74046(N)    083 00 46.37931(W) AD(       ) 3
 GA3500
 GA3500.Superseded values are not recommended for survey control.
 GA3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3500.See file dsdata.txt to determine how the superseded data were derived.
 GA3500
 GA3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1951030539(NAD 83)
 GA3500_MARKER: 53 = ELEVATED TANK
 GA3500
 GA3500  HISTORY     - Date     Condition        Report By
 GA3500  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3500  HISTORY     - 20040606 MARK NOT FOUND   GEOCAC
 GA3500
 GA3500                          STATION DESCRIPTION
 GA3500
 GA3500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3500'THE STATION IS LOCATED IN ROGERSVILLE.
 GA3500'
 GA3500'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 0.3 MILE
 GA3500'SOUTHWEST ON U.S.  HIGHWAY
 GA3500'11W TO THE STATION ON THE LEFT AS DESCRIBED.
 GA3500'
 GA3500'IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM, WITH AN OVER-ALL
 GA3500'HEIGHT OF ABOUT 180
 GA3500'FEET.  THE POINT INTERSECTED WAS THE BALL AT THE TOP OF
 GA3500'THE TANK.
 GA3500
 GA3500                          STATION RECOVERY (2004)
 GA3500
 GA3500'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA3500'TOWER REMOVED. CONFIRMED VISUALLY AND BY CALLING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3411 ***********************************************************************
 GA3411  DESIGNATION -  ROGERSVILLE TVA STM PLT MAST
 GA3411  PID         -  GA3411
 GA3411  STATE/COUNTY-  TN/HAWKINS
 GA3411  USGS QUAD   -  BUREM (1976)
 GA3411
 GA3411                         *CURRENT SURVEY CONTROL
 GA3411  ___________________________________________________________________
 GA3411* NAD 83(1995)-  36 23 33.69664(N)    082 59 50.07040(W)     ADJUSTED  
 GA3411* NAVD 88     -                                                        
 GA3411  ___________________________________________________________________
 GA3411  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GA3411  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3411
 GA3411  HORZ ORDER  -  THIRD
 GA3411
 GA3411.The horizontal coordinates were established by classical geodetic methods
 GA3411.and adjusted by the National Geodetic Survey in April 1999..
 GA3411
 GA3411
 GA3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3411
 GA3411.The geoid height was determined by GEOID03.
 GA3411
 GA3411;                    North         East     Units Scale Factor Converg.
 GA3411;SPC TN       -   232,620.813   869,347.757   MT  0.99999584   +1 45 28.6
 GA3411;SPC TN       -   763,190.12  2,852,185.10   sFT  0.99999584   +1 45 28.6
 GA3411;UTM  17      - 4,029,358.065   320,879.165   MT  0.99999532   -1 11 07.1
 GA3411
 GA3411                          SUPERSEDED SURVEY CONTROL
 GA3411
 GA3411  NAD 83(1995)-  36 23 33.70034(N)    082 59 50.07387(W) AD(       ) 4
 GA3411  NAD 83(1995)-  36 23 33.71178(N)    082 59 50.07862(W) AD(       ) 4
 GA3411  NAD 83(1995)-  36 23 33.70350(N)    082 59 50.07628(W) AD(       ) 4
 GA3411  NAD 83(1986)-  36 23 33.70589(N)    082 59 50.07383(W) AD(       ) 4
 GA3411  NAD 27      -  36 23 33.36139(N)    082 59 50.48321(W) AD(       ) 3
 GA3411
 GA3411.Superseded values are not recommended for survey control.
 GA3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3411.See file dsdata.txt to determine how the superseded data were derived.
 GA3411
 GA3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2087929358(NAD 83)
 GA3411_MARKER: 44 = MICROWAVE MAST
 GA3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3411+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 GA3411
 GA3411  HISTORY     - Date     Condition        Report By
 GA3411  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GA3411  HISTORY     - 20040919 GOOD             GEOCAC
 GA3411
 GA3411                          STATION DESCRIPTION
 GA3411
 GA3411'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3411'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF ROGERSVILLE.
 GA3411'
 GA3411'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 0.4 MILE
 GA3411'NORTHEAST ON U.S.
 GA3411'HIGHWAY 11W TO COLONIAL ST.  ON THE RIGHT, TURN
 GA3411'RIGHT AND GO 1.1 MILES SOUTH ON
 GA3411'COLONIAL ST.  TO A GRAVELED ROAD ON
 GA3411'THE RIGHT, TURN RIGHT AND GO 0.1 MILE WEST ON THE
 GA3411'GRAVELED ROAD TO A
 GA3411'FORK, TURN RIGHT AND GO 0.5 MILE NORTH AND WEST ON THE GRAVELED ROAD
 GA3411'TO A GRAVELED
 GA3411'ROAD ON THE LEFT, TURN LEFT AND GO 0.1 MILE SOUTH TO A
 GA3411'GRAVELED ROAD ON THE LEFT, TURN
 GA3411'LEFT AND GO 0.1 MILE EAST TO THE TOP
 GA3411'OF A HILL AND THE STATION.
 GA3411'
 GA3411'IT IS A STEEL STRUCTURE, SUPPORTED BY GUY WIRES, PAINTED IN ALTERNATE
 GA3411'COLORS OF RED AND WHITE WITH
 GA3411'RED BLINKING LIGHTS THROUGHOUT.  THE OVER-ALL
 GA3411'HEIGHT IS ABOUT 160 FEET.  THE POINT
 GA3411'INTERSECTED WAS THE RED BLINKING
 GA3411'LIGHT AT THE TOP.
 GA3411
 GA3411                          STATION RECOVERY (2004)
 GA3411
 GA3411'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA3411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2145 ***********************************************************************
 GC2145  DESIGNATION -  ROME
 GC2145  PID         -  GC2145
 GC2145  STATE/COUNTY-  TN/SMITH
 GC2145  USGS QUAD   -  DIXON SPRINGS (1994)
 GC2145
 GC2145                         *CURRENT SURVEY CONTROL
 GC2145  ___________________________________________________________________
 GC2145* NAD 83(1995)-  36 15 52.44364(N)    086 03 41.87482(W)     ADJUSTED  
 GC2145* NAVD 88     -       183.12   (+/-2cm)     600.8    (feet)  VERTCON   
 GC2145  ___________________________________________________________________
 GC2145  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GC2145  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2145
 GC2145  HORZ ORDER  -  THIRD
 GC2145  VERT ORDER  -  THIRD ? (See Below)
 GC2145
 GC2145.The horizontal coordinates were established by classical geodetic methods
 GC2145.and adjusted by the National Geodetic Survey in April 1999..
 GC2145
 GC2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2145.The vertical order pertains to the NGVD 29 superseded value.
 GC2145
 GC2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2145
 GC2145.The geoid height was determined by GEOID03.
 GC2145
 GC2145;                    North         East     Units Scale Factor Converg.
 GC2145;SPC TN       -   214,272.910   594,461.792   MT  0.99997656   -0 02 09.9
 GC2145;SPC TN       -   702,993.71  1,950,330.06   sFT  0.99997656   -0 02 09.9
 GC2145;UTM  16      - 4,013,701.833   584,290.641   MT  0.99968754   +0 33 18.3
 GC2145
 GC2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2145!SPC TN       -   0.99997588  x   0.99997656  =   0.99995245
 GC2145!UTM  16      -   0.99997588  x   0.99968754  =   0.99966343
 GC2145
 GC2145|---------------------------------------------------------------------|
 GC2145| PID    Reference Object                     Distance      Geod. Az  |
 GC2145|                                                           dddmmss.s |
 GC2145| CG6517 ROME RM 1                             6.755 METERS 00807     |
 GC2145| CG6516 ROME AZ MK                                         0970333.0 |
 GC2145| GC2144 2929                                  3.731 METERS 26757     |
 GC2145|---------------------------------------------------------------------|
 GC2145
 GC2145                          SUPERSEDED SURVEY CONTROL
 GC2145
 GC2145  NAD 83(1995)-  36 15 52.44545(N)    086 03 41.87651(W) AD(       ) 3
 GC2145  NAD 83(1995)-  36 15 52.45047(N)    086 03 41.88019(W) AD(       ) 3
 GC2145  NAD 83(1986)-  36 15 52.45381(N)    086 03 41.87644(W) AD(       ) 3
 GC2145  NAD 27      -  36 15 52.25900(N)    086 03 41.93800(W) AD(       ) 3
 GC2145  NGVD 29 (07/19/86)  183.19   (m)          601.0    (f) LEVELING    3  
 GC2145
 GC2145.Superseded values are not recommended for survey control.
 GC2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2145.See file dsdata.txt to determine how the superseded data were derived.
 GC2145
 GC2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8429113702(NAD 83)
 GC2145_MARKER: DS = TRIANGULATION STATION DISK
 GC2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2145
 GC2145  HISTORY     - Date     Condition        Report By
 GC2145  HISTORY     - 1950     MONUMENTED       CGS
 GC2145
 GC2145                          STATION DESCRIPTION
 GC2145
 GC2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2145'STATION IS LOCATED ABOUT 6 MILES WEST OF CARTHAGE AND 1 MILE EAST OF
 GC2145'ROME ON A HIGH BANK ABOUT 75 FEET SOUTH OF THE CENTER OF U.S.
 GC2145'HIGHWAY 70 N.  IT IS 6 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 GC2145'CEMETERY, 6 FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET NORTH
 GC2145'OF THE CEMETERY FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE OF
 GC2145'THE GROUND AND THE DISK IS STAMPED ROME 1950.
 GC2145'
 GC2145'REFERENCE MARK NO. 1 IS 4 FEET WEST OF A 12 INCH LOCUST TREE AND 1
 GC2145'FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE OF
 GC2145'THE GROUND AND THE DISK IS STAMPED ROME NO 1 1950.
 GC2145'
 GC2145'NO. 2929 (TENN. GEOD. S.) IS 3 FEET NORTH OF A FENCE LINE.  THE MARK
 GC2145'IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 GC2145'DISK IS A STANDARD USC AND GS AND SS DISK STAMPED 2929.
 GC2145'
 GC2145'AZIMUTH MARK IS 58 FEET WEST OF THE SOUTHWEST CORNER OF THE MT.
 GC2145'OLIVET METHODIST CHURCH, 37 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 GC2145'70N, 2 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF
 GC2145'A POWER LINE POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 GC2145'AND THE DISK IS STAMPED ROME 1950.
 GC2145'
 GC2145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2145'HIGHWAY 70N, AT THE SOUTH END OF THE CORDELL HULL BRIDGE NEAR
 GC2145'CARTHAGE, GO WEST ON HIGHWAY 70N FOR 6.65 MILES TO THE AZIMUTH MARK
 GC2145'ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON HIGHWAY FOR 0.3 MILE
 GC2145'TO A DIRT LANE LEFT, TURN LEFT THROUGH GATE, THEN RIGHT THROUGH BARN
 GC2145'LOT AND GO WEST FOR ABOUT 100 YARDS TO CEMETERY AT TOP OF HILL AND
 GC2145'STATION AS DESCRIBED.
 GC2145'
 GC2145'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1446 ***********************************************************************
 FE1446  DESIGNATION -  RONNIE
 FE1446  PID         -  FE1446
 FE1446  STATE/COUNTY-  TN/SHELBY
 FE1446  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1446
 FE1446                         *CURRENT SURVEY CONTROL
 FE1446  ___________________________________________________________________
 FE1446* NAD 83(1995)-  35 11 23.53770(N)    089 55 39.80268(W)     ADJUSTED  
 FE1446* NAVD 88     -        77.021  (meters)     252.69   (feet)  ADJUSTED  
 FE1446  ___________________________________________________________________
 FE1446  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE1446  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1446  DYNAMIC HT  -          76.952 (meters)     252.47  (feet)  COMP
 FE1446  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 FE1446
 FE1446  HORZ ORDER  -  SECOND
 FE1446  VERT ORDER  -  SECOND    CLASS 0
 FE1446
 FE1446.The horizontal coordinates were established by classical geodetic methods
 FE1446.and adjusted by the National Geodetic Survey in April 1999..
 FE1446
 FE1446.The orthometric height was determined by differential leveling
 FE1446.and adjusted by the National Geodetic Survey in June 1991..
 FE1446
 FE1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1446
 FE1446.The geoid height was determined by GEOID03.
 FE1446
 FE1446.The dynamic height is computed by dividing the NAVD 88
 FE1446.geopotential number by the normal gravity value computed on the
 FE1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1446.degrees latitude (g = 980.6199 gals.).
 FE1446
 FE1446.The modeled gravity was interpolated from observed gravity values.
 FE1446
 FE1446;                    North         East     Units Scale Factor Converg.
 FE1446;SPC TN       -   102,210.958   242,367.609   MT  1.00001116   -2 17 58.0
 FE1446;SPC TN       -   335,337.12    795,167.73   sFT  1.00001116   -2 17 58.0
 FE1446;UTM  16      - 3,898,026.492   233,419.761   MT  1.00047591   -1 41 17.5
 FE1446;UTM  15      - 3,898,424.145   779,746.600   MT  1.00056458   +1 46 18.0
 FE1446
 FE1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1446!SPC TN       -   0.99999220  x   1.00001116  =   1.00000336
 FE1446!UTM  16      -   0.99999220  x   1.00047591  =   1.00046810
 FE1446!UTM  15      -   0.99999220  x   1.00056458  =   1.00055677
 FE1446
 FE1446:                Primary Azimuth Mark                     Grid Az
 FE1446:SPC TN       -  RONNIE AZ MK                             029 07 13.2
 FE1446:UTM  16      -  RONNIE AZ MK                             028 30 32.7
 FE1446:UTM  15      -  RONNIE AZ MK                             025 02 57.2
 FE1446
 FE1446|---------------------------------------------------------------------|
 FE1446| PID    Reference Object                     Distance      Geod. Az  |
 FE1446|                                                           dddmmss.s |
 FE1446| CG4170 RONNIE AZ MK                                       0264915.2 |
 FE1446| FE1450 WELLS                               APPROX. 1.7 KM 1323836.4 |
 FE1446| FE1448 RONNIE RM 1                          20.221 METERS 25128     |
 FE1446| FE1447 RONNIE RM 2                          35.122 METERS 34258     |
 FE1446|---------------------------------------------------------------------|
 FE1446
 FE1446                          SUPERSEDED SURVEY CONTROL
 FE1446
 FE1446  NAD 83(1995)-  35 11 23.54068(N)    089 55 39.80185(W) AD(       ) 2
 FE1446  NAD 83(1995)-  35 11 23.54323(N)    089 55 39.80204(W) AD(       ) 2
 FE1446  NAD 83(1986)-  35 11 23.54842(N)    089 55 39.80346(W) AD(       ) 2
 FE1446  NAD 27      -  35 11 23.23080(N)    089 55 39.48690(W) AD(       ) 2
 FE1446  NGVD 29 (??/??/??)   77.001  (m)          252.63   (f) ADJUSTED    2 0
 FE1446
 FE1446.Superseded values are not recommended for survey control.
 FE1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1446.See file dsdata.txt to determine how the superseded data were derived.
 FE1446
 FE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3342098026(NAD 83)
 FE1446_MARKER: DE = TRAVERSE STATION DISK
 FE1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1446_STAMPING: RONNIE 1959
 FE1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1446+STABILITY: SURFACE MOTION
 FE1446
 FE1446  HISTORY     - Date     Condition        Report By
 FE1446  HISTORY     - 1959     MONUMENTED       CGS
 FE1446  HISTORY     - 1959     GOOD             CGS
 FE1446  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1446
 FE1446                          STATION DESCRIPTION
 FE1446
 FE1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1446'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF DOWNTOWN MEMPHIS,
 FE1446'ABOUT 1 MILE SOUTH OF RALEIGH, 76 FEET NORTHWEST OF THE NORTHWEST
 FE1446'EDGE OF JACKSON AVE., 25 FEET SOUTHWEST OF THE NORTH LANE OF RONNIE
 FE1446'RD., AND 25 FEET NORTH-NORTHEAST OF THE CENTER OF THE SOUTH LANE
 FE1446'OF RONNIE RD. THE MARK IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 FE1446'SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. THE MARK PROJECTS 1
 FE1446'INCH ABOVE THE SURFACE OF THE GROUND AND IS STAMPED RONNIE 1959.
 FE1446'
 FE1446'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH, GO SOUTH ON
 FE1446'JACKSON AVE. (AUSTIN PEAY HIGHWAY) FOR 0.85 MILE TO THE
 FE1446'INTERSECTION OF RAUPP AVE. AND THE AZIMUTH ON THE LEFT AS DESCRIBED,
 FE1446'CONTINUE SOUTH FOR 0.15 MILE TO THE INTERSECTION OF
 FE1446'RONNIE RD. AND THE STATION ON THE RIGHT AS DESCRIBED.
 FE1446'
 FE1446'REFERENCE MARK NO. 1 IS 37 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 FE1446'CORNER OF THE NORTHEAST WING OF THE RALEIGH SEVENTH DAY ADVENTIST
 FE1446'CHURCH AND 25 FEET SOUTH-SOUTHWEST OF THE SOUTH LANE OF RONNIE RD. IT
 FE1446'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK, IS
 FE1446'SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED RONNIE NO 1
 FE1446'1959.
 FE1446'
 FE1446'REFERENCE MARK NO. 2 IS 46 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY
 FE1446'AND 17 FEET NORTH-NORTHEAST OF THE CENTER OF THE NORTH LANE OF
 FE1446'RONNIE RD. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 FE1446'CONCRETE WALK, IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 FE1446'IS STAMPED RONNIE NO 2 1959.
 FE1446'
 FE1446'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 134.50 FEET.
 FE1446'
 FE1446'THE AZIMUTH MARK IS 37 FEET SOUTH-SOUTHWEST OF THE CENTER OF RAUPP
 FE1446'AVE., 6 FEET EAST-SOUTHEAST OF THE EAST EDGE OF JACKSON AVE., 5
 FE1446'FEET SOUTHEAST OF A TELEPHONE POLE AND 6 FEET SOUTHWEST OF A NEON
 FE1446'SIGN BEST SALES CO.  IT IS A STANDARD DISK CEMENTED IN A
 FE1446'DRILL HOLE IN A CONCRETE WALK, IS FLUSH WITH THE SURROUNDING SURFACE
 FE1446'AND IS STAMPED RONNIE 1959.
 FE1446'
 FE1446'HEIGHT OF LIGHT ABOVE STATION MARK 30.26 METERS.
 FE1446
 FE1446                          STATION RECOVERY (1959)
 FE1446
 FE1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1446'IN MEMPHIS.
 FE1446'THE STATION IS ABOUT 8 MILES NORTHEAST OF DOWNTOWN MEMPHIS, AT
 FE1446'THE INTERSECTION OF JACKSON AVE. AND RONNIE RD.  THE MARK IS
 FE1446'A STANDARD STATION TRAVERSE DISK CEMENTED IN THE TOP OF A
 FE1446'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH ABOVE
 FE1446'THE SURFACE OF THE GROUND.  IT IS 76 FEET NORTHWEST OF THE
 FE1446'NORTHWEST EDGE OF JACKSON AVE., 25 FEET SOUTHWEST OF THE NORTH
 FE1446'LANE OF RONNIE RD. AND 25 FEET NORTH-NORTHEAST OF THE CENTER OF
 FE1446'THE SOUTH LANE OF RONNIE RD.  THE STATION IS ABOUT 1 MILE
 FE1446'NORTHWEST OF STATION WELLS.
 FE1446
 FE1446                          STATION RECOVERY (1989)
 FE1446
 FE1446'RECOVERY NOTE BY US ENGINEERS 1989 (MH)
 FE1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1448 ***********************************************************************
 FE1448  DESIGNATION -  RONNIE RM 1
 FE1448  PID         -  FE1448
 FE1448  STATE/COUNTY-  TN/SHELBY
 FE1448  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1448
 FE1448                         *CURRENT SURVEY CONTROL
 FE1448  ___________________________________________________________________
 FE1448* NAD 83(1986)-  35 11 23.     (N)    089 55 38.     (W)     SCALED    
 FE1448* NAVD 88     -        76.768  (meters)     251.86   (feet)  ADJUSTED  
 FE1448  ___________________________________________________________________
 FE1448  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1448  DYNAMIC HT  -          76.698 (meters)     251.63  (feet)  COMP
 FE1448  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 FE1448
 FE1448  VERT ORDER  -  SECOND    CLASS 0
 FE1448
 FE1448.The horizontal coordinates were scaled from a topographic map and have
 FE1448.an estimated accuracy of +/- 6 seconds.
 FE1448
 FE1448.The orthometric height was determined by differential leveling
 FE1448.and adjusted by the National Geodetic Survey in June 1991..
 FE1448
 FE1448.The geoid height was determined by GEOID03.
 FE1448
 FE1448.The dynamic height is computed by dividing the NAVD 88
 FE1448.geopotential number by the normal gravity value computed on the
 FE1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1448.degrees latitude (g = 980.6199 gals.).
 FE1448
 FE1448.The modeled gravity was interpolated from observed gravity values.
 FE1448
 FE1448;                    North         East    Units  Estimated Accuracy
 FE1448;SPC TN       -   102,190.      242,410.      MT  (+/- 180 meters Scaled)
 FE1448
 FE1448                          SUPERSEDED SURVEY CONTROL
 FE1448
 FE1448  NGVD 29 (??/??/??)   76.747  (m)          251.79   (f) ADJUSTED    2 0
 FE1448
 FE1448.Superseded values are not recommended for survey control.
 FE1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1448.See file dsdata.txt to determine how the superseded data were derived.
 FE1448
 FE1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD334980(NAD 83)
 FE1448_MARKER: DR = REFERENCE MARK DISK
 FE1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1448_SP_SET: SIDEWALK
 FE1448_STAMPING: RONNIE NO 1 1959
 FE1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1448
 FE1448  HISTORY     - Date     Condition        Report By
 FE1448  HISTORY     - 1959     MONUMENTED       CGS
 FE1448  HISTORY     - 1959     GOOD             CGS
 FE1448  HISTORY     - 19961211 GOOD             TN1620
 FE1448
 FE1448                          STATION DESCRIPTION
 FE1448
 FE1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1448'IN MEMPHIS.
 FE1448'THE MARK IS LOCATED AT THE RONNIE STATION SITE.  IT IS 37 FEET
 FE1448'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE NORTHEAST WING
 FE1448'OF THE RALEIGH SEVENTH DAY ADVENTIST CHURCH AND 25 FEET
 FE1448'SOUTH-SOUTHWEST OF THE SOUTH LANE OF RONNIE RD.  THE MARK IS A
 FE1448'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN A CONCRETE
 FE1448'WALK, FLUSH WITH THE SURROUNDING SURFACE.  THE MARK IS 66.34 FEET
 FE1448'WEST-SOUTHWEST OF THE STATION MARK.
 FE1448
 FE1448                          STATION RECOVERY (1996)
 FE1448
 FE1448'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FE1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1447 ***********************************************************************
 FE1447  DESIGNATION -  RONNIE RM 2
 FE1447  PID         -  FE1447
 FE1447  STATE/COUNTY-  TN/SHELBY
 FE1447  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1447
 FE1447                         *CURRENT SURVEY CONTROL
 FE1447  ___________________________________________________________________
 FE1447* NAD 83(1986)-  35 11 23.     (N)    089 55 38.     (W)     SCALED    
 FE1447* NAVD 88     -        76.676  (meters)     251.56   (feet)  ADJUSTED  
 FE1447  ___________________________________________________________________
 FE1447  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1447  DYNAMIC HT  -          76.607 (meters)     251.33  (feet)  COMP
 FE1447  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 FE1447
 FE1447  VERT ORDER  -  SECOND    CLASS 0
 FE1447
 FE1447.The horizontal coordinates were scaled from a topographic map and have
 FE1447.an estimated accuracy of +/- 6 seconds.
 FE1447
 FE1447.The orthometric height was determined by differential leveling
 FE1447.and adjusted by the National Geodetic Survey in June 1991..
 FE1447
 FE1447.The geoid height was determined by GEOID03.
 FE1447
 FE1447.The dynamic height is computed by dividing the NAVD 88
 FE1447.geopotential number by the normal gravity value computed on the
 FE1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1447.degrees latitude (g = 980.6199 gals.).
 FE1447
 FE1447.The modeled gravity was interpolated from observed gravity values.
 FE1447
 FE1447;                    North         East    Units  Estimated Accuracy
 FE1447;SPC TN       -   102,190.      242,410.      MT  (+/- 180 meters Scaled)
 FE1447
 FE1447                          SUPERSEDED SURVEY CONTROL
 FE1447
 FE1447  NGVD 29 (??/??/??)   76.656  (m)          251.50   (f) ADJUSTED    2 0
 FE1447
 FE1447.Superseded values are not recommended for survey control.
 FE1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1447.See file dsdata.txt to determine how the superseded data were derived.
 FE1447
 FE1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD334980(NAD 83)
 FE1447_MARKER: DR = REFERENCE MARK DISK
 FE1447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1447_SP_SET: SIDEWALK
 FE1447_STAMPING: RONNIE NO 2 1959
 FE1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1447
 FE1447  HISTORY     - Date     Condition        Report By
 FE1447  HISTORY     - 1959     MONUMENTED       CGS
 FE1447  HISTORY     - 1959     GOOD             CGS
 FE1447
 FE1447                          STATION DESCRIPTION
 FE1447
 FE1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1447'IN MEMPHIS.
 FE1447'THE MARK IS LOCATED AT THE RONNIE STATION SITE.  IT IS 115.23
 FE1447'FEET NORTH-NORTHWEST OF THE STATION, 46 FEET SOUTHEAST OF THE
 FE1447'CENTER OF A DRIVEWAY AND 17 FEET NORTH-NORTHEAST OF THE CENTER
 FE1447'OF THE NORTH LANE OF RONNIE RD.  THE MARK IS A STANDARD
 FE1447'REFERENCE-DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK, FLUSH
 FE1447'WITH THE SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0658 ***********************************************************************
 GC0658  DESIGNATION -  ROSE
 GC0658  PID         -  GC0658
 GC0658  STATE/COUNTY-  TN/DAVIDSON
 GC0658  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0658
 GC0658                         *CURRENT SURVEY CONTROL
 GC0658  ___________________________________________________________________
 GC0658* NAD 83(1995)-  36 09 05.19009(N)    086 47 28.90588(W)     ADJUSTED  
 GC0658* NAVD 88     -       166.012  (meters)     544.66   (feet)  ADJUSTED  
 GC0658  ___________________________________________________________________
 GC0658  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC0658  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0658  DYNAMIC HT  -         165.870 (meters)     544.19  (feet)  COMP
 GC0658  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GC0658
 GC0658  HORZ ORDER  -  SECOND
 GC0658  VERT ORDER  -  SECOND    CLASS 0
 GC0658
 GC0658.The horizontal coordinates were established by classical geodetic methods
 GC0658.and adjusted by the National Geodetic Survey in April 1999..
 GC0658
 GC0658.The orthometric height was determined by differential leveling
 GC0658.and adjusted by the National Geodetic Survey in June 1991..
 GC0658
 GC0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0658
 GC0658.The geoid height was determined by GEOID03.
 GC0658
 GC0658.The dynamic height is computed by dividing the NAVD 88
 GC0658.geopotential number by the normal gravity value computed on the
 GC0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0658.degrees latitude (g = 980.6199 gals.).
 GC0658
 GC0658.The modeled gravity was interpolated from observed gravity values.
 GC0658
 GC0658;                    North         East     Units Scale Factor Converg.
 GC0658;SPC TN       -   202,006.675   528,787.848   MT  0.99996370   -0 27 47.9
 GC0658;SPC TN       -   662,750.23  1,734,864.80   sFT  0.99996370   -0 27 47.9
 GC0658;UTM  16      - 4,000,765.921   518,767.975   MT  0.99960434   +0 07 23.1
 GC0658
 GC0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0658!SPC TN       -   0.99997854  x   0.99996370  =   0.99994224
 GC0658!UTM  16      -   0.99997854  x   0.99960434  =   0.99958289
 GC0658
 GC0658:                Primary Azimuth Mark                     Grid Az
 GC0658:SPC TN       -  NASHVILLE STATE CAPITOL FLAGPOLE         022 22 34.9
 GC0658:UTM  16      -  NASHVILLE STATE CAPITOL FLAGPOLE         021 47 23.9
 GC0658
 GC0658|---------------------------------------------------------------------|
 GC0658| PID    Reference Object                     Distance      Geod. Az  |
 GC0658|                                                           dddmmss.s |
 GC0658| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 1.7 KM 0215447.0 |
 GC0658| GC0657 ROSE RM 1                            42.837 METERS 03409     |
 GC0658| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 1.9 KM 0723009.9 |
 GC0658| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 1.0 KM 2754519.5 |
 GC0658| GC2260 NASHVILLE BAPTIST HOSPITAL STK      APPROX. 1.1 KM 2902923.8 |
 GC0658| GC2278 116                                  45.866 METERS 34144     |
 GC0658|---------------------------------------------------------------------|
 GC0658
 GC0658                          SUPERSEDED SURVEY CONTROL
 GC0658
 GC0658  NAD 83(1995)-  36 09 05.19216(N)    086 47 28.90784(W) AD(       ) 2
 GC0658  NAD 83(1995)-  36 09 05.19412(N)    086 47 28.90795(W) AD(       ) 2
 GC0658  NAD 83(1986)-  36 09 05.20024(N)    086 47 28.90903(W) AD(       ) 2
 GC0658  NAD 27      -  36 09 04.99360(N)    086 47 28.91160(W) AD(       ) 2
 GC0658  NGVD 29 (??/??/92)  166.036  (m)          544.74   (f) ADJ UNCH    2 0
 GC0658
 GC0658.Superseded values are not recommended for survey control.
 GC0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0658.See file dsdata.txt to determine how the superseded data were derived.
 GC0658
 GC0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1876800766(NAD 83)
 GC0658_MARKER: DS = TRIANGULATION STATION DISK
 GC0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0658_STAMPING: ROSE 1959
 GC0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0658+STABILITY: SURFACE MOTION
 GC0658
 GC0658  HISTORY     - Date     Condition        Report By
 GC0658  HISTORY     - 1959     MONUMENTED       CGS
 GC0658  HISTORY     - 1960     GOOD             NGS
 GC0658
 GC0658                          STATION DESCRIPTION
 GC0658
 GC0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0658'THE STATION IS LOCATED IN ROSE PARK WHICH IS IN THE SOUTHEAST ANGLE
 GC0658'OF THE INTERSECTION OF 16TH. AVE.  SOUTH AND DIVISION STREET
 GC0658'AND ABOUT 1.0 MILE SOUTHWEST OF THE DOWNTOWN SECTION OF NASHVILLE.
 GC0658'
 GC0658'THE STATION MARK, A STANDARD DISK STAMPED ROSE 1959, IS SET IN THE
 GC0658'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0658'SURFACE OF THE GROUND.  IT IS 137 FEET SOUTH OF AN EAST-WEST STEEL
 GC0658'FENCE LINE, 33 FEET NORTHEAST OF A DRINKING FOUNTAIN, AND 26 FEET
 GC0658'NORTH OF A TREE THAT IS 18 INCHES THICK.
 GC0658'
 GC0658'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ROSE 1959 AND
 GC0658'IS SET ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0658'
 GC0658'REFERENCE MARK 1, A STANDARD DISK STAMPED ROSE NO. 1 1959, IS SET IN
 GC0658'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 GC0658'THE GROUND.  IT IS 55 FEET WEST-NORTHWEST OF A DEADMAN FOR A POWER
 GC0658'LINE POLE AND 2 FEET SOUTH OF A STEEL FENCE LINE.  IT IS ABOUT
 GC0658'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 GC0658'
 GC0658'NO. 116 (TENN. GEOD. S.), A STANDARD COAST AND GEODETIC AND STATE
 GC0658'SURVEY DISK STAMPED 116, IS SET AT STREET LEVEL IN THE CONCRETE FOOT
 GC0658'OF A CURB.  IT IS AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF 16TH.
 GC0658'AVE.  SOUTH AND DIVISION STREET, 11 FEET WEST OF A FIRE HYDRANT, AND
 GC0658'9 FEET NORTH OF A POWER LINE POLE.
 GC0658'
 GC0658'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0658'
 GC0658'NASHVILLE, TENN. STATE CAPITOL (FLAGPOLE ON CUPOLA) CAN BE USED FOR A
 GC0658'GROUND AZIMUTH.
 GC0658
 GC0658                          STATION RECOVERY (1960)
 GC0658
 GC0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0658'AT NASHVILLE.
 GC0658'THE STATION IS LOCATED IN ROSE PARK WHICH IS IN THE SOUTHEAST
 GC0658'ANGLE OF 16TH. AVE. SOUTH AND DIVISION STREET AND ABOUT 1.0 MILE
 GC0658'SOUTHWEST OF THE DOWNTOWN SECTION OF NASHVILLE.  THE STATION
 GC0658'MARK IS 137 FT. SOUTH OF AN EAST-WEST FENCE, 33 FT. NORTHEAST OF
 GC0658'A DRINKING FOUNTAIN, AND 26 FT. NORTH OF A TREE THAT IS 18 INCHES
 GC0658'THICK, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2674 ***********************************************************************
 GC2674  DESIGNATION -  ROSE
 GC2674  PID         -  GC2674
 GC2674  STATE/COUNTY-  TN/STEWART
 GC2674  USGS QUAD   -  INDIAN MOUND (1982)
 GC2674
 GC2674                         *CURRENT SURVEY CONTROL
 GC2674  ___________________________________________________________________
 GC2674* NAD 83(1995)-  36 30 46.32616(N)    087 43 11.54559(W)     ADJUSTED  
 GC2674* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2674  ___________________________________________________________________
 GC2674  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 GC2674  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2674
 GC2674  HORZ ORDER  -  SECOND
 GC2674
 GC2674.The horizontal coordinates were established by classical geodetic methods
 GC2674.and adjusted by the National Geodetic Survey in April 1999..
 GC2674
 GC2674.The orthometric height was scaled from a topographic map.
 GC2674
 GC2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2674
 GC2674.The geoid height was determined by GEOID03.
 GC2674
 GC2674;                    North         East     Units Scale Factor Converg.
 GC2674;SPC TN       -   243,177.714   445,945.199   MT  1.00001848   -1 00 24.8
 GC2674;SPC TN       -   797,825.55  1,463,071.87   sFT  1.00001848   -1 00 24.8
 GC2674;UTM  16      - 4,041,076.438   435,541.683   MT  0.99965119   -0 25 42.0
 GC2674
 GC2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2674!SPC TN       -   0.99997447  x   1.00001848  =   0.99999295
 GC2674!UTM  16      -   0.99997447  x   0.99965119  =   0.99962567
 GC2674
 GC2674:                Primary Azimuth Mark                     Grid Az
 GC2674:SPC TN       -  ROSE AZ MK                               049 25 40.4
 GC2674:UTM  16      -  ROSE AZ MK                               048 50 57.6
 GC2674
 GC2674|---------------------------------------------------------------------|
 GC2674| PID    Reference Object                     Distance      Geod. Az  |
 GC2674|                                                           dddmmss.s |
 GC2674| CG6518 ROSE AZ MK                                         0482515.6 |
 GC2674| CG6519 ROSE RM 1                            20.964 METERS 14413     |
 GC2674| CG6520 ROSE RM 2                            25.712 METERS 26936     |
 GC2674|---------------------------------------------------------------------|
 GC2674
 GC2674                          SUPERSEDED SURVEY CONTROL
 GC2674
 GC2674  NAD 83(1995)-  36 30 46.32740(N)    087 43 11.54681(W) AD(       ) 2
 GC2674  NAD 83(1995)-  36 30 46.33033(N)    087 43 11.55035(W) AD(       ) 2
 GC2674  NAD 83(1986)-  36 30 46.33588(N)    087 43 11.54807(W) AD(       ) 2
 GC2674  NAD 27      -  36 30 46.15800(N)    087 43 11.48100(W) AD(       ) 2
 GC2674
 GC2674.Superseded values are not recommended for survey control.
 GC2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2674.See file dsdata.txt to determine how the superseded data were derived.
 GC2674
 GC2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3554241076(NAD 83)
 GC2674_MARKER: DS = TRIANGULATION STATION DISK
 GC2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2674
 GC2674  HISTORY     - Date     Condition        Report By
 GC2674  HISTORY     - 1953     MONUMENTED       CGS
 GC2674
 GC2674                          STATION DESCRIPTION
 GC2674
 GC2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2674'STATION IS LOCATED 7 MILES NORTHEAST OF DOVER, 5 MILES SOUTH OF BIG
 GC2674'ROCK AND 1 MILE SOUTH OF ROSE VALLEY ON PROPERTY OWNED BY MR.
 GC2674'DEWEY BURKHART. IT IS 22 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 GC2674'AND 7 FEET SOUTH OF A WHITE WITNESS POST AND FENCE LINE. THE MARK IS
 GC2674'FLUSH AND THE DISK IS STAMPED ROSE 1952.
 GC2674'
 GC2674'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF A FARM POND AND 1 FOOT
 GC2674'WEST OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED ROSE
 GC2674'NO 1 1952.
 GC2674'
 GC2674'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTER OF THE ROAD AND 1
 GC2674'FOOT SOUTH OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS
 GC2674'STAMPED ROSE NO 2 1952.
 GC2674'
 GC2674'AZIMUTH MARK IS 16 FEET NORTHEAST OF THE CENTER OF THE ROAD, 5 FEET
 GC2674'WEST OF A 6 INCH WALNUT TREE AND 4 FEET NORTHWEST OF A WHITE WITNESS
 GC2674'POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROSE 1952.
 GC2674'
 GC2674'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND
 GC2674'STATE HIGHWAY 120, 3 MILES SOUTHEAST OF BIG ROCK, GO SOUTHWEST ON
 GC2674'HIGHWAY 79 FOR 1.3 MILES TO THE BIG A SCHOOL ON THE LEFT AND A GRAVEL
 GC2674'ROAD LEFT, TURN LEFT AND GO 2.1 MILES TO A BRIDGE AND ROAD FORK, TAKE
 GC2674'LEFT FORK AND GO 1.1 MILE TO A CROSS ROAD, TURN RIGHT AND GO 0.2 MILE
 GC2674'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE FOR 0.2
 GC2674'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2674'
 GC2674'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0657 ***********************************************************************
 GC0657  DESIGNATION -  ROSE RM 1
 GC0657  PID         -  GC0657
 GC0657  STATE/COUNTY-  TN/DAVIDSON
 GC0657  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0657
 GC0657                         *CURRENT SURVEY CONTROL
 GC0657  ___________________________________________________________________
 GC0657* NAD 83(1986)-  36 09 04.     (N)    086 47 28.     (W)     SCALED    
 GC0657* NAVD 88     -       165.131  (meters)     541.77   (feet)  ADJUSTED  
 GC0657  ___________________________________________________________________
 GC0657  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0657  DYNAMIC HT  -         164.989 (meters)     541.30  (feet)  COMP
 GC0657  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GC0657
 GC0657  VERT ORDER  -  SECOND    CLASS 0
 GC0657
 GC0657.The horizontal coordinates were scaled from a topographic map and have
 GC0657.an estimated accuracy of +/- 6 seconds.
 GC0657
 GC0657.The orthometric height was determined by differential leveling
 GC0657.and adjusted by the National Geodetic Survey in June 1991..
 GC0657
 GC0657.The geoid height was determined by GEOID03.
 GC0657
 GC0657.The dynamic height is computed by dividing the NAVD 88
 GC0657.geopotential number by the normal gravity value computed on the
 GC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0657.degrees latitude (g = 980.6199 gals.).
 GC0657
 GC0657.The modeled gravity was interpolated from observed gravity values.
 GC0657
 GC0657;                    North         East    Units  Estimated Accuracy
 GC0657;SPC TN       -   201,970.      528,810.      MT  (+/- 180 meters Scaled)
 GC0657
 GC0657                          SUPERSEDED SURVEY CONTROL
 GC0657
 GC0657  NGVD 29 (??/??/92)  165.154  (m)          541.84   (f) ADJ UNCH    2 0
 GC0657
 GC0657.Superseded values are not recommended for survey control.
 GC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0657.See file dsdata.txt to determine how the superseded data were derived.
 GC0657
 GC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF187007(NAD 83)
 GC0657_MARKER: DR = REFERENCE MARK DISK
 GC0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0657_STAMPING: ROSE NO 1 1959
 GC0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0657+STABILITY: SURFACE MOTION
 GC0657
 GC0657  HISTORY     - Date     Condition        Report By
 GC0657  HISTORY     - 1959     MONUMENTED       CGS
 GC0657  HISTORY     - 1960     GOOD             NGS
 GC0657
 GC0657                          STATION DESCRIPTION
 GC0657
 GC0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0657'AT NASHVILLE.
 GC0657'THIS MARK IS LOCATED AT THE ROSE 1959 STATION SITE, 140.5 FT.
 GC0657'NORTHEAST OF THE STATION MARK, 55 FT. WEST-NORTHWEST OF A
 GC0657'DEADMAN FOR A POWER LINE POLE AND 2 FT. SOUTH OF A STEEL FENCE
 GC0657'LINE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0657'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0659 ***********************************************************************
 GC0659  DESIGNATION -  ROSE RM 2
 GC0659  PID         -  GC0659
 GC0659  STATE/COUNTY-  TN/DAVIDSON
 GC0659  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0659
 GC0659                         *CURRENT SURVEY CONTROL
 GC0659  ___________________________________________________________________
 GC0659* NAD 83(1986)-  36 09 04.     (N)    086 47 29.     (W)     SCALED    
 GC0659* NAVD 88     -       165.850  (meters)     544.13   (feet)  ADJUSTED  
 GC0659  ___________________________________________________________________
 GC0659  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0659  DYNAMIC HT  -         165.708 (meters)     543.66  (feet)  COMP
 GC0659  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GC0659
 GC0659  VERT ORDER  -  SECOND    CLASS 0
 GC0659
 GC0659.The horizontal coordinates were scaled from a topographic map and have
 GC0659.an estimated accuracy of +/- 6 seconds.
 GC0659
 GC0659.The orthometric height was determined by differential leveling
 GC0659.and adjusted by the National Geodetic Survey in June 1991..
 GC0659
 GC0659.The geoid height was determined by GEOID03.
 GC0659
 GC0659.The dynamic height is computed by dividing the NAVD 88
 GC0659.geopotential number by the normal gravity value computed on the
 GC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0659.degrees latitude (g = 980.6199 gals.).
 GC0659
 GC0659.The modeled gravity was interpolated from observed gravity values.
 GC0659
 GC0659;                    North         East    Units  Estimated Accuracy
 GC0659;SPC TN       -   201,970.      528,790.      MT  (+/- 180 meters Scaled)
 GC0659
 GC0659                          SUPERSEDED SURVEY CONTROL
 GC0659
 GC0659  NGVD 29 (??/??/92)  165.873  (m)          544.20   (f) ADJ UNCH    2 0
 GC0659
 GC0659.Superseded values are not recommended for survey control.
 GC0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0659.See file dsdata.txt to determine how the superseded data were derived.
 GC0659
 GC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF187007(NAD 83)
 GC0659_MARKER: DD = SURVEY DISK
 GC0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0659_STAMPING: NO 116
 GC0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0659+STABILITY: SURFACE MOTION
 GC0659
 GC0659  HISTORY     - Date     Condition        Report By
 GC0659  HISTORY     - UNK      MONUMENTED       TNGS
 GC0659  HISTORY     - 1960     GOOD             NGS
 GC0659
 GC0659                          STATION DESCRIPTION
 GC0659
 GC0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0659'AT NASHVILLE.
 GC0659'THIS MARK IS LOCATED AT THE ROSE 1959 STATION SITE, AT THE
 GC0659'SOUTHEAST ANGLE OF THE INTERSECTION OF 16TH AVE. SOUTH AND
 GC0659'DIVISION STREET, 11 FT. WEST OF A FIRE HYDRANT, AND 9 FT. NORTH
 GC0659'OF A POWER LINE POLE, IN THE CONCRETE FOOT OF A CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2597 ***********************************************************************
 FE2597  DESIGNATION -  ROSEMARK
 FE2597  PID         -  FE2597
 FE2597  STATE/COUNTY-  TN/SHELBY
 FE2597  USGS QUAD   -  BRUNSWICK (1993)
 FE2597
 FE2597                         *CURRENT SURVEY CONTROL
 FE2597  ___________________________________________________________________
 FE2597* NAD 83(1995)-  35 21 51.13356(N)    089 47 34.65838(W)     ADJUSTED  
 FE2597* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 FE2597  ___________________________________________________________________
 FE2597  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2597  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2597
 FE2597  HORZ ORDER  -  THIRD
 FE2597
 FE2597.The horizontal coordinates were established by classical geodetic methods
 FE2597.and adjusted by the National Geodetic Survey in April 1999..
 FE2597
 FE2597.The orthometric height was scaled from a topographic map.
 FE2597
 FE2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2597
 FE2597.The geoid height was determined by GEOID03.
 FE2597
 FE2597;                    North         East     Units Scale Factor Converg.
 FE2597;SPC TN       -   121,053.740   255,381.319   MT  0.99998181   -2 13 14.0
 FE2597;SPC TN       -   397,157.15    837,863.54   sFT  0.99998181   -2 13 14.0
 FE2597;UTM  16      - 3,917,014.447   246,238.689   MT  1.00039365   -1 37 02.5
 FE2597
 FE2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2597!SPC TN       -   0.99998952  x   0.99998181  =   0.99997133
 FE2597!UTM  16      -   0.99998952  x   1.00039365  =   1.00038317
 FE2597
 FE2597:                Primary Azimuth Mark                     Grid Az
 FE2597:SPC TN       -  ROSEMARK AZ MK                           012 23 51.4
 FE2597:UTM  16      -  ROSEMARK AZ MK                           011 47 39.9
 FE2597
 FE2597|---------------------------------------------------------------------|
 FE2597| PID    Reference Object                     Distance      Geod. Az  |
 FE2597|                                                           dddmmss.s |
 FE2597| CG4171 ROSEMARK AZ MK                                     0101037.4 |
 FE2597| CG4172 ROSEMARK RM 1                        26.243 METERS 17905     |
 FE2597| CG4173 ROSEMARK RM 2                        24.475 METERS 28608     |
 FE2597|---------------------------------------------------------------------|
 FE2597
 FE2597                          SUPERSEDED SURVEY CONTROL
 FE2597
 FE2597  NAD 83(1995)-  35 21 51.14132(N)    089 47 34.65868(W) AD(       ) 3
 FE2597  NAD 83(1986)-  35 21 51.14511(N)    089 47 34.65966(W) AD(       ) 3
 FE2597  NAD 27      -  35 21 50.83920(N)    089 47 34.35580(W) AD(       ) 3
 FE2597
 FE2597.Superseded values are not recommended for survey control.
 FE2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2597.See file dsdata.txt to determine how the superseded data were derived.
 FE2597
 FE2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4623917014(NAD 83)
 FE2597_MARKER: DS = TRIANGULATION STATION DISK
 FE2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2597_STAMPING: ROSEMARK 1958
 FE2597_MARK LOGO: CGS   
 FE2597_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2597+STABILITY: SURFACE MOTION
 FE2597
 FE2597  HISTORY     - Date     Condition        Report By
 FE2597  HISTORY     - 1958     MONUMENTED       CGS
 FE2597  HISTORY     - 19950615 GOOD             USE
 FE2597
 FE2597                          STATION DESCRIPTION
 FE2597
 FE2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2597'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF KERRVILLE, ON THE
 FE2597'SOUTH SIDE OF THE KERRVILLE-ROSEMARK ROAD AND IS ON THE PROPERTY OF
 FE2597'MR. A.K. MCCALLA.  IT IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 FE2597'KERRVILLE-ROSEMARK ROAD, 6 FEET SOUTHWEST OF A WHITE WITNESS
 FE2597'POST AND 12 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY SOUTH.
 FE2597'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ROSEMARK
 FE2597'1958.
 FE2597'
 FE2597'TO REACH THE STATION FROM THE RAILROAD CROSSING IN KERRVILLE,
 FE2597'(ILLINOIS CENTRAL RAILROAD AND KERRVILLE-ROSEMARK ROAD) GO SOUTH
 FE2597'ON THE KERRVILLE-ROSEMARK ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.
 FE2597'TURN LEFT AND GO EAST ON THE MUDVILLE ROAD FOR 2.2 MILES TO A
 FE2597'CROSSROAD, ARMOUR ROAD.  TURN RIGHT AND GO SOUTH ON ARMOUR ROAD FOR
 FE2597'0.6 MILE TO A T-ROAD.  TURN LEFT AND GO EAST ON THE
 FE2597'KERRVILLE-ROSEMARK ROAD FOR 1.7 MILES TO THE STATION ON THE RIGHT.
 FE2597'
 FE2597'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FE2597'KERRVILLE-ROSEMARK ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT, MILLER
 FE2597'ROAD.  TURN LEFT AND GO NORTH ON MILLER ROAD FOR 0.25 MILE TO A
 FE2597'GRAVEL DRIVEWAY AND THE MARK ON THE LEFT.
 FE2597'
 FE2597'REFERENCE MARK 1 IS 133 FEET SOUTH OF THE CENTERLINE OF THE
 FE2597'KERRVILLE-ROSEMARK ROAD, 23 FEET EAST OF THE GRAVEL DRIVEWAY SOUTH
 FE2597'AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND
 FE2597'THE DISK IS STAMPED ROSEMARK NO 1 1958.
 FE2597'
 FE2597'REFERENCE MARK 2 IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 FE2597'KERRVILLE-ROSEMARK ROAD, 1 FOOT SOUTH OF A FENCE, 58 FEET WEST OF
 FE2597'A WEST GATE POST AND 66 FEET WEST OF THE GRAVEL DRIVEWAY SOUTH.  THE
 FE2597'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ROSEMARK NO 2
 FE2597'1958.
 FE2597'
 FE2597'THE AZIMUTH IS 40 FEET WEST OF THE CENTERLINE OF MILLER ROAD, 19 FEET
 FE2597'OF A 40 INCH TRIPLE TRUNK GUM TREE, 12 FEET NORTH OF THE CENTERLINE
 FE2597'OF A FARM LANE, 20 FEET WEST OF A FENCE CORNER, 6 INCHES SOUTH OF A
 FE2597'WIRE FENCE AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 FE2597'IS FLUSH AND THE DISK IS STAMPED ROSEMARK 1958.
 FE2597'
 FE2597'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2597
 FE2597                          STATION RECOVERY (1995)
 FE2597
 FE2597'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 FE2597'ORANGE WITNESS POST HAS BEEN DRIVEN 1.5 FT (0.5 M) EAST OF MARK, AS
 FE2597'DESCRIBED.  REFERENCES AND AZ STONE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1283 ***********************************************************************
 GC1283  DESIGNATION -  ROSS
 GC1283  PID         -  GC1283
 GC1283  STATE/COUNTY-  TN/MONTGOMERY
 GC1283  USGS QUAD   -  SANGO (1984)
 GC1283
 GC1283                         *CURRENT SURVEY CONTROL
 GC1283  ___________________________________________________________________
 GC1283* NAD 83(1995)-  36 33 25.73249(N)    087 14 52.37915(W)     ADJUSTED  
 GC1283* NAVD 88     -       184.107  (meters)     604.02   (feet)  ADJUSTED  
 GC1283  ___________________________________________________________________
 GC1283  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GC1283  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1283  DYNAMIC HT  -         183.957 (meters)     603.53  (feet)  COMP
 GC1283  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GC1283
 GC1283  HORZ ORDER  -  SECOND
 GC1283  VERT ORDER  -  SECOND    CLASS 0
 GC1283
 GC1283.The horizontal coordinates were established by classical geodetic methods
 GC1283.and adjusted by the National Geodetic Survey in April 1999..
 GC1283
 GC1283.The orthometric height was determined by differential leveling
 GC1283.and adjusted by the National Geodetic Survey in June 1991..
 GC1283
 GC1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1283
 GC1283.The geoid height was determined by GEOID03.
 GC1283
 GC1283.The dynamic height is computed by dividing the NAVD 88
 GC1283.geopotential number by the normal gravity value computed on the
 GC1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1283.degrees latitude (g = 980.6199 gals.).
 GC1283
 GC1283.The modeled gravity was interpolated from observed gravity values.
 GC1283
 GC1283;                    North         East     Units Scale Factor Converg.
 GC1283;SPC TN       -   247,450.057   488,282.898   MT  1.00002793   -0 43 50.0
 GC1283;SPC TN       -   811,842.40  1,601,974.81   sFT  1.00002793   -0 43 50.0
 GC1283;UTM  16      - 4,045,775.765   477,817.068   MT  0.99960606   -0 08 51.5
 GC1283
 GC1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1283!SPC TN       -   0.99997574  x   1.00002793  =   1.00000367
 GC1283!UTM  16      -   0.99997574  x   0.99960606  =   0.99958181
 GC1283
 GC1283|---------------------------------------------------------------------|
 GC1283| PID    Reference Object                     Distance      Geod. Az  |
 GC1283|                                                           dddmmss.s |
 GC1283| GC1282 ROSS RM 2                            18.297 METERS 03121     |
 GC1283| GC1285 ROSS AZ MK                                         2223954.6 |
 GC1283| GC1284 ROSS RM 1                            20.012 METERS 28125     |
 GC1283|---------------------------------------------------------------------|
 GC1283
 GC1283                          SUPERSEDED SURVEY CONTROL
 GC1283
 GC1283  NAD 83(1995)-  36 33 25.73321(N)    087 14 52.38022(W) AD(       ) 2
 GC1283  NAD 83(1995)-  36 33 25.73847(N)    087 14 52.38266(W) AD(       ) 2
 GC1283  NAD 83(1986)-  36 33 25.74224(N)    087 14 52.38247(W) AD(       ) 2
 GC1283  NAD 27      -  36 33 25.57145(N)    087 14 52.36227(W) AD(       ) 2
 GC1283  NGVD 29 (??/??/92)  184.177  (m)          604.25   (f) ADJ UNCH    2 0
 GC1283
 GC1283.Superseded values are not recommended for survey control.
 GC1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1283.See file dsdata.txt to determine how the superseded data were derived.
 GC1283
 GC1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7781745776(NAD 83)
 GC1283_MARKER: DD = SURVEY DISK
 GC1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1283_STAMPING: ROSS 1965
 GC1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1283+STABILITY: SURFACE MOTION
 GC1283
 GC1283  HISTORY     - Date     Condition        Report By
 GC1283  HISTORY     - 1965     MONUMENTED       TNHD
 GC1283  HISTORY     - 1965     GOOD             TNHD
 GC1283
 GC1283                          STATION DESCRIPTION
 GC1283
 GC1283'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC1283'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CLARKSVILLE, NEAR
 GC1283'THE COMMUNITY OF ROSSVIEW.
 GC1283'
 GC1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC1283'ROUTE 48, 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTHEAST ON
 GC1283'U.S. HIGHWAY 79 FOR 0.35 MILE TO A PAVED ROAD ON THE RIGHT (S-6270),
 GC1283'TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO A 4-WAY INTERSECTION,
 GC1283'CONTINUE STRAIGHT AHEAD ON S-6270 FOR 3.5 MILES TO THE INTERSECTION
 GC1283'OF A GRAVELED ROAD ON THE LEFT AND THE STATION.
 GC1283'
 GC1283'THE STATION IS 43 FEET NORTH OF THE APPROXIMATE CENTER OF S-6270, 27
 GC1283'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 6 FEET
 GC1283'SOUTHEAST OF A FENCE AND 5.5 FEET SOUTHEAST OF A METAL WITNESS POST
 GC1283'WITH SIGN. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC1283'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED ROSS 1965. THE
 GC1283'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GC1283'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1283'
 GC1283'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC1283'GRAVELED ROAD, 16 FEET NORTHEAST OF A POWER POLE AND 4 FEET WEST OF A
 GC1283'FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC1283'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1283'ROSS RM-1 1965.
 GC1283'
 GC1283'REFERENCE MARK NO. 2 IS 21 FEET EAST OF A TWIN-TRUNKED CHERRY TREE,
 GC1283'17 FEET SOUTH OF THE APPROXIMATE CENTER OF S-6270, 3 FEET NORTHWEST
 GC1283'OF A FENCE CORNER AND 2.5 FEET SOUTHWEST OF A TELEPHONE POLE. IT IS A
 GC1283'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC1283'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ROSS RM-2
 GC1283'1965.
 GC1283'
 GC1283'THE AZIMUTH MARK IS 27 FEET WEST OF THE APPROXIMATE CENTER OF A
 GC1283'GRAVELED DRIVE, 4 FEET SOUTH OF A 20-INCH CEDAR TREE, 1.7 FEET
 GC1283'SOUTH OF A METAL WITNESS POST WITH SIGN AND 1 FOOT EAST OF A FENCE. IT
 GC1283'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC1283'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ROSS
 GC1283'AZI 1965.
 GC1283'
 GC1283'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 GC1283'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC1283'
 GC1283'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GC1283'
 GC1283'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GC1283
 GC1283                          STATION RECOVERY (1965)
 GC1283
 GC1283'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GC1283'5 MI NE FROM CLARKSVILLE.
 GC1283'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, 3 MILES
 GC1283'NORTHEAST OF CLARKSVILLE, GO NORTHEAST ON U.S. HIGHWAY 79 FOR
 GC1283'0.35 MILE TO A PAVED ROAD ON THE RIGHT (S-6270).  TURN RIGHT AND
 GC1283'GO NORTHEAST FOR 0.35 MILE TO A 4-WAY INTERSECTION, CONTINUE
 GC1283'STRAIGHT AHEAD ON S-6270 FOR 3.5 MILES TO THE INTERSECTION OF A
 GC1283'GRAVELED ROAD ON THE LEFT AND THE MARK, 43 FEET NORTH OF THE
 GC1283'APPROXIMATE CENTER OF S-6270, 27 FEET WEST OF THE APPROXIMATE
 GC1283'CENTER OF A GRAVELED ROAD, 6 FEET SOUTHEAST OF A FENCE AND 5.5
 GC1283'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC1283'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1283'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2279 ***********************************************************************
 FE2279  DESIGNATION -  ROSS
 FE2279  PID         -  FE2279
 FE2279  STATE/COUNTY-  TN/HARDEMAN
 FE2279  USGS QUAD   -  SILERTON (1981)
 FE2279
 FE2279                         *CURRENT SURVEY CONTROL
 FE2279  ___________________________________________________________________
 FE2279* NAD 83(1995)-  35 18 24.13924(N)    088 48 12.19008(W)     ADJUSTED  
 FE2279* NAVD 88     -       188.56   (+/-2cm)     618.6    (feet)  VERTCON   
 FE2279  ___________________________________________________________________
 FE2279  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE2279  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE2279
 FE2279  HORZ ORDER  -  SECOND
 FE2279  VERT ORDER  -  THIRD ? (See Below)
 FE2279
 FE2279.The horizontal coordinates were established by classical geodetic methods
 FE2279.and adjusted by the National Geodetic Survey in April 1999..
 FE2279
 FE2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2279.The vertical order pertains to the NGVD 29 superseded value.
 FE2279
 FE2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2279
 FE2279.The geoid height was determined by GEOID03.
 FE2279
 FE2279;                    North         East     Units Scale Factor Converg.
 FE2279;SPC TN       -   111,647.016   345,079.885   MT  0.99999048   -1 38 28.4
 FE2279;SPC TN       -   366,295.25  1,132,149.59   sFT  0.99999048   -1 38 28.4
 FE2279;UTM  16      - 3,908,547.930   336,045.366   MT  0.99993128   -1 02 33.0
 FE2279
 FE2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2279!SPC TN       -   0.99997480  x   0.99999048  =   0.99996528
 FE2279!UTM  16      -   0.99997480  x   0.99993128  =   0.99990608
 FE2279
 FE2279:                Primary Azimuth Mark                     Grid Az
 FE2279:SPC TN       -  ROSS AZ MK                               041 10 05.8
 FE2279:UTM  16      -  ROSS AZ MK                               040 34 10.4
 FE2279
 FE2279|---------------------------------------------------------------------|
 FE2279| PID    Reference Object                     Distance      Geod. Az  |
 FE2279|                                                           dddmmss.s |
 FE2279| CG4174 ROSS AZ MK                                         0393137.4 |
 FE2279| CG4175 ROSS RM 1                            39.139 METERS 09226     |
 FE2279| CG4176 ROSS RM 2                            40.819 METERS 32228     |
 FE2279|---------------------------------------------------------------------|
 FE2279
 FE2279                          SUPERSEDED SURVEY CONTROL
 FE2279
 FE2279  NAD 83(1995)-  35 18 24.14638(N)    088 48 12.19340(W) AD(       ) 2
 FE2279  NAD 83(1995)-  35 18 24.14633(N)    088 48 12.19486(W) AD(       ) 2
 FE2279  NAD 83(1986)-  35 18 24.15141(N)    088 48 12.19081(W) AD(       ) 2
 FE2279  NAD 27      -  35 18 23.85800(N)    088 48 11.98500(W) AD(       ) 2
 FE2279  NGVD 29 (07/19/86)  188.56   (m)          618.6    (f) LEVELING    3  
 FE2279
 FE2279.Superseded values are not recommended for survey control.
 FE2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2279.See file dsdata.txt to determine how the superseded data were derived.
 FE2279
 FE2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3604508548(NAD 83)
 FE2279_MARKER: DS = TRIANGULATION STATION DISK
 FE2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2279
 FE2279  HISTORY     - Date     Condition        Report By
 FE2279  HISTORY     - 1934     MONUMENTED       CGS
 FE2279
 FE2279                          STATION DESCRIPTION
 FE2279
 FE2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2279'ABOUT 11-1/4 MILES NORTHEAST OF BOLIVAR. TO REACH FROM JUNCTION OF
 FE2279'STATE ROUTES 18 AND 105 (ABOUT 3.5 MILES NORTH OF BOLIVAR),
 FE2279'FOLLOW ROUTE 105 NORTHEAST 5.9 MILES, TURN EAST ONTO NEW PINETOP
 FE2279'ROAD, AND CONTINUE 4.0 MILES TO TOP OF GRADE AND STATION SITE ON
 FE2279'SUMMIT OF LOW RIDGE LOCALLY KNOWN AS ROSS MOUNTAIN, 0.6 MILE WEST OF
 FE2279'PINETOP RAILROAD STATION, OPPOSITE DIM WOODS ROAD TO LEFT
 FE2279'(NORTH), 35.8 FEET SOUTH OF CENTER OF PINETOP ROAD, AND 30.5 FEET
 FE2279'WEST OF 14-INCH PINE TREE. SURFACE AND UNDERGROUND MARKS ARE
 FE2279'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FE2279'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 FE2279'1 IS 50 FEET NORTH OF CENTER LINE OF PINETOP ROAD AND 128.41 FEET
 FE2279'FROM STATION S 87 DEG 46 MIN E. NO. 2 IS 20 FEET NORTH OF
 FE2279'CENTER LINE OF PINETOP ROAD AND 133.92 FEET FROM STATION.
 FE2279'AZIMUTH MARK IS 500 YARDS ALONG DIM WOODS ROAD TO
 FE2279'NORTH OF STATION, NEAR ABANDONED HOUSE, 60 FEET WEST OF LARGE OAK
 FE2279'TREE, 15 FEET WEST OF CENTER OF WOODS ROAD, AND ABOUT 1/4 MILE FROM
 FE2279'STATION N 39 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1285 ***********************************************************************
 GC1285  DESIGNATION -  ROSS AZ MK
 GC1285  PID         -  GC1285
 GC1285  STATE/COUNTY-  TN/MONTGOMERY
 GC1285  USGS QUAD   -  SANGO (1984)
 GC1285
 GC1285                         *CURRENT SURVEY CONTROL
 GC1285  ___________________________________________________________________
 GC1285* NAD 83(1986)-  36 33 50.     (N)    087 14 48.     (W)     SCALED    
 GC1285* NAVD 88     -       175.933  (meters)     577.21   (feet)  ADJUSTED  
 GC1285  ___________________________________________________________________
 GC1285  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1285  DYNAMIC HT  -         175.790 (meters)     576.74  (feet)  COMP
 GC1285  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GC1285
 GC1285  VERT ORDER  -  SECOND    CLASS 0
 GC1285
 GC1285.The horizontal coordinates were scaled from a topographic map and have
 GC1285.an estimated accuracy of +/- 6 seconds.
 GC1285
 GC1285.The orthometric height was determined by differential leveling
 GC1285.and adjusted by the National Geodetic Survey in June 1991..
 GC1285
 GC1285.The geoid height was determined by GEOID03.
 GC1285
 GC1285.The dynamic height is computed by dividing the NAVD 88
 GC1285.geopotential number by the normal gravity value computed on the
 GC1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1285.degrees latitude (g = 980.6199 gals.).
 GC1285
 GC1285.The modeled gravity was interpolated from observed gravity values.
 GC1285
 GC1285;                    North         East    Units  Estimated Accuracy
 GC1285;SPC TN       -   248,200.      488,400.      MT  (+/- 180 meters Scaled)
 GC1285
 GC1285                          SUPERSEDED SURVEY CONTROL
 GC1285
 GC1285  NGVD 29 (??/??/92)  176.003  (m)          577.44   (f) ADJ UNCH    2 0
 GC1285
 GC1285.Superseded values are not recommended for survey control.
 GC1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1285.See file dsdata.txt to determine how the superseded data were derived.
 GC1285
 GC1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF779465(NAD 83)
 GC1285_MARKER: DD = SURVEY DISK
 GC1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1285_STAMPING: ROSS AZI 1965
 GC1285_MARK LOGO: TNHD  
 GC1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1285+STABILITY: SURFACE MOTION
 GC1285
 GC1285  HISTORY     - Date     Condition        Report By
 GC1285  HISTORY     - 1965     MONUMENTED       TNHD
 GC1285
 GC1285                          STATION DESCRIPTION
 GC1285
 GC1285'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1285'5 MI NE FROM CLARKSVILLE.
 GC1285'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, 3 MILES
 GC1285'NORTHEAST OF CLARKSVILLE, GO NORTHEASTERLY ON U.S. HIGHWAY 79 FOR
 GC1285'0.35 MILE TO A PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO
 GC1285'EASTERLY ON THE PAVED ROAD FOR 0.35 MILE TO A 4-WAY INTERSECTION,
 GC1285'CONTINUE STRAIGHT ON THE PAVED ROAD FOR 3.5 MILES TO A GRAVELED ROAD
 GC1285'ON THE LEFT, TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR
 GC1285'0.5 MILE TO A GRAVELED DRIVE ON THE RIGHT AND THE MARK ON THE
 GC1285'LEFT, 27 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GC1285'DRIVE, AT A POINT WHERE THE DRIVE INTERSECTS THE ROAD, 4 FEET
 GC1285'SOUTH OF A 20-INCH CEDAR TREE, 1.7 FEET SOUTH OF A METAL WITNESS
 GC1285'POST AND SIGN AND 1 FOOT EAST OF A FENCE.  IT IS A STANDARD
 GC1285'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1285'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1284 ***********************************************************************
 GC1284  DESIGNATION -  ROSS RM 1
 GC1284  PID         -  GC1284
 GC1284  STATE/COUNTY-  TN/MONTGOMERY
 GC1284  USGS QUAD   -  SANGO (1984)
 GC1284
 GC1284                         *CURRENT SURVEY CONTROL
 GC1284  ___________________________________________________________________
 GC1284* NAD 83(1986)-  36 33 25.     (N)    087 14 52.     (W)     SCALED    
 GC1284* NAVD 88     -       184.358  (meters)     604.85   (feet)  ADJUSTED  
 GC1284  ___________________________________________________________________
 GC1284  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1284  DYNAMIC HT  -         184.208 (meters)     604.36  (feet)  COMP
 GC1284  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GC1284
 GC1284  VERT ORDER  -  SECOND    CLASS 0
 GC1284
 GC1284.The horizontal coordinates were scaled from a topographic map and have
 GC1284.an estimated accuracy of +/- 6 seconds.
 GC1284
 GC1284.The orthometric height was determined by differential leveling
 GC1284.and adjusted by the National Geodetic Survey in June 1991..
 GC1284
 GC1284.The geoid height was determined by GEOID03.
 GC1284
 GC1284.The dynamic height is computed by dividing the NAVD 88
 GC1284.geopotential number by the normal gravity value computed on the
 GC1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1284.degrees latitude (g = 980.6199 gals.).
 GC1284
 GC1284.The modeled gravity was interpolated from observed gravity values.
 GC1284
 GC1284;                    North         East    Units  Estimated Accuracy
 GC1284;SPC TN       -   247,430.      488,290.      MT  (+/- 180 meters Scaled)
 GC1284
 GC1284                          SUPERSEDED SURVEY CONTROL
 GC1284
 GC1284  NGVD 29 (??/??/92)  184.428  (m)          605.08   (f) ADJ UNCH    2 0
 GC1284
 GC1284.Superseded values are not recommended for survey control.
 GC1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1284.See file dsdata.txt to determine how the superseded data were derived.
 GC1284
 GC1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF778457(NAD 83)
 GC1284_MARKER: DD = SURVEY DISK
 GC1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1284_STAMPING: ROSS RM-1 1965
 GC1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1284+STABILITY: SURFACE MOTION
 GC1284
 GC1284  HISTORY     - Date     Condition        Report By
 GC1284  HISTORY     - 1965     MONUMENTED       TNHD
 GC1284
 GC1284                          STATION DESCRIPTION
 GC1284
 GC1284'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1284'5 MI NE FROM CLARKSVILLE.
 GC1284'AT THE ROSS 1965 STATION SITE, 27 FEET EAST OF THE APPROXIMATE
 GC1284'CENTER OF A GRAVELED ROAD, 16 FEET NORTHEAST OF A POWER POLE AND
 GC1284'4 FEET WEST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1284'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE
 GC1284'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1282 ***********************************************************************
 GC1282  DESIGNATION -  ROSS RM 2
 GC1282  PID         -  GC1282
 GC1282  STATE/COUNTY-  TN/MONTGOMERY
 GC1282  USGS QUAD   -  SANGO (1984)
 GC1282
 GC1282                         *CURRENT SURVEY CONTROL
 GC1282  ___________________________________________________________________
 GC1282* NAD 83(1986)-  36 33 25.     (N)    087 14 52.     (W)     SCALED    
 GC1282* NAVD 88     -       183.091  (meters)     600.69   (feet)  ADJUSTED  
 GC1282  ___________________________________________________________________
 GC1282  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1282  DYNAMIC HT  -         182.942 (meters)     600.20  (feet)  COMP
 GC1282  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GC1282
 GC1282  VERT ORDER  -  SECOND    CLASS 0
 GC1282
 GC1282.The horizontal coordinates were scaled from a topographic map and have
 GC1282.an estimated accuracy of +/- 6 seconds.
 GC1282
 GC1282.The orthometric height was determined by differential leveling
 GC1282.and adjusted by the National Geodetic Survey in June 1991..
 GC1282
 GC1282.The geoid height was determined by GEOID03.
 GC1282
 GC1282.The dynamic height is computed by dividing the NAVD 88
 GC1282.geopotential number by the normal gravity value computed on the
 GC1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1282.degrees latitude (g = 980.6199 gals.).
 GC1282
 GC1282.The modeled gravity was interpolated from observed gravity values.
 GC1282
 GC1282;                    North         East    Units  Estimated Accuracy
 GC1282;SPC TN       -   247,430.      488,290.      MT  (+/- 180 meters Scaled)
 GC1282
 GC1282                          SUPERSEDED SURVEY CONTROL
 GC1282
 GC1282  NGVD 29 (??/??/92)  183.160  (m)          600.92   (f) ADJ UNCH    2 0
 GC1282
 GC1282.Superseded values are not recommended for survey control.
 GC1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1282.See file dsdata.txt to determine how the superseded data were derived.
 GC1282
 GC1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF778457(NAD 83)
 GC1282_MARKER: DD = SURVEY DISK
 GC1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1282_STAMPING: ROSS RM-2 1965
 GC1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1282+STABILITY: SURFACE MOTION
 GC1282
 GC1282  HISTORY     - Date     Condition        Report By
 GC1282  HISTORY     - 1965     MONUMENTED       TNHD
 GC1282
 GC1282                          STATION DESCRIPTION
 GC1282
 GC1282'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1282'5 MI NE FROM CLARKSVILLE.
 GC1282'AT THE ROSS 1965 STATION SITE, 21 FEET EAST OF A TWIN-TRUNKED
 GC1282'CHERRY TREE, 17 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GC1282'PAVED ROAD, 3 FEET NORTHWEST OF A FENCE CORNER AND 2.5 FEET
 GC1282'SOUTHWEST OF A TELEPHONE POLE.  IT IS A STANDARD TENNESSEE
 GC1282'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1282'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2061 ***********************************************************************
 EE2061  DESIGNATION -  ROSSVILLE
 EE2061  PID         -  EE2061
 EE2061  STATE/COUNTY-  TN/HAMILTON
 EE2061  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2061
 EE2061                         *CURRENT SURVEY CONTROL
 EE2061  ___________________________________________________________________
 EE2061* NAD 83(1995)-  34 59 04.71929(N)    085 17 44.02456(W)     ADJUSTED  
 EE2061* NAVD 88     -       202.7    (meters)     665.     (feet)  VERTCON   
 EE2061  ___________________________________________________________________
 EE2061  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EE2061  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 EE2061
 EE2061  HORZ ORDER  -  SECOND
 EE2061
 EE2061.The horizontal coordinates were established by classical geodetic methods
 EE2061.and adjusted by the National Geodetic Survey in April 1999..
 EE2061
 EE2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2061
 EE2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2061
 EE2061.The geoid height was determined by GEOID03.
 EE2061
 EE2061;                    North         East     Units Scale Factor Converg.
 EE2061;SPC TN       -    72,495.951   664,321.970   MT  1.00005742   +0 24 44.7
 EE2061;SPC TN       -   237,847.13  2,179,529.66   sFT  1.00005742   +0 24 44.7
 EE2061;SPC GA W     -   553,302.856   596,933.931   MT  1.00003088   -0 38 50.3
 EE2061;SPC GA W     - 1,815,294.45  1,958,440.74   sFT  1.00003088   -0 38 50.3
 EE2061;UTM  16      - 3,872,667.121   655,569.730   MT  0.99989828   +0 58 38.8
 EE2061
 EE2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2061!SPC TN       -   0.99997284  x   1.00005742  =   1.00003026
 EE2061!SPC GA W     -   0.99997284  x   1.00003088  =   1.00000372
 EE2061!UTM  16      -   0.99997284  x   0.99989828  =   0.99987112
 EE2061
 EE2061|---------------------------------------------------------------------|
 EE2061| PID    Reference Object                     Distance      Geod. Az  |
 EE2061|                                                           dddmmss.s |
 EE2061| CG6525 ROSSVILLE RM 2 RESET                 59.573 METERS 01608     |
 EE2061| CG6524 ROSSVILLE RM 2                       59.396 METERS 01618     |
 EE2061| FC1871 MISSIONARY RIDGE LGE STANDPIPE      APPROX. 4.0 KM 0392324.9 |
 EE2061| CG6526 ROSSVILLE RM 3                       72.241 METERS 09612     |
 EE2061| EE2063 ROSSVILLE DEVELOPMENT CO TANK       456.988 METERS 1432043.6 |
 EE2061| CG6527 ROSSVILLE RM 4                        8.728 METERS 19524     |
 EE2061| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 7.5 KM 2534926.3 |
 EE2061| CG6528 ROSSVILLE RM 5                       16.605 METERS 26356     |
 EE2061| FC1866 LOOKOUT MOUNTAIN SMALL TANK         APPROX. 5.0 KM 2943409.4 |
 EE2061| FC1876 LOOKOUT MTN E STANDPIPE             APPROX. 5.0 KM 2943855.6 |
 EE2061| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 5.3 KM 3032704.0 |
 EE2061| CG6523 ROSSVILLE RM 1 AZIMUTH                             32359     |
 EE2061| CG6522 ROSSVILLE AZ MK 2                                  3514001.4 |
 EE2061|---------------------------------------------------------------------|
 EE2061
 EE2061                          SUPERSEDED SURVEY CONTROL
 EE2061
 EE2061  NAD 83(1995)-  34 59 04.71949(N)    085 17 44.02457(W) AD(       ) 2
 EE2061  NAD 83(1995)-  34 59 04.71988(N)    085 17 44.02724(W) AD(       ) 2
 EE2061  NAD 83(1995)-  34 59 04.72047(N)    085 17 44.02519(W) AD(       ) 2
 EE2061  NAD 83(1986)-  34 59 04.72060(N)    085 17 44.02516(W) AD(       ) 2
 EE2061  NAD 27      -  34 59 04.45300(N)    085 17 44.17700(W) AD(       ) 2
 EE2061  NGVD 29 (07/19/86)  202.7    (m)          665.     (f) VERT ANG       
 EE2061
 EE2061.Superseded values are not recommended for survey control.
 EE2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2061.See file dsdata.txt to determine how the superseded data were derived.
 EE2061
 EE2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5557072667(NAD 83)
 EE2061_MARKER: DS = TRIANGULATION STATION DISK
 EE2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2061
 EE2061  HISTORY     - Date     Condition        Report By
 EE2061  HISTORY     - 1934     MONUMENTED       CGS
 EE2061  HISTORY     - 1965     GOOD             CGS
 EE2061  HISTORY     - 1972     GOOD             NGS
 EE2061
 EE2061                          STATION DESCRIPTION
 EE2061
 EE2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2061'ABOUT 1/2 MILE WEST OF ROSSVILLE, ON LOW GROUND, AND ON NORTH EDGE OF
 EE2061'DIRT STREET (STATE LINE STREET).  TO REACH FROM KRYSTAL LUNCH ROOM
 EE2061'JUST NORTH OF POST OFFICE IN ROSSVILLE, GO WEST ON CONCRETE ROAD
 EE2061'(HOOKER ROAD) 1/2 MILE TO SIGN CITY LIMIT AND STATE LINE, TURN
 EE2061'LEFT ONTO DIRT STREET (STATE LINE STREET) AND GO 260 FEET TO
 EE2061'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 EE2061'DISKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 EE2061'REFERENCE DISKS IN CONCRETE.  NO.1 IS 0.3 MILE NORTH
 EE2061'ALONG HOOKER ROAD FROM STATE LINE STREET, 33 FEET WEST OF CENTER
 EE2061'OF HOOKER ROAD, ON BANK ABOUT 6 FEET HIGHER THAN ROAD, AND ABOUT
 EE2061'500 YARDS FROM STATION N 36 DEG 01 MIN W.  NO. 2 IS
 EE2061'259 FEET NORTH OF JUNCTION OF STATE LINE STREET AND HOOKER ROAD, 26
 EE2061'FEET WEST OF CENTER OF HOOKER ROAD, AND 194.87 FEET FROM STATION.
 EE2061'NO. 3 IS AT SOUTHWEST INTERSECTION OF
 EE2061'HOOKER ROAD AND STATE LINE STREET, 34 FEET WEST OF CENTER OF HOOKER
 EE2061'ROAD, 19 FEET SOUTH OF CENTER OF STATE LINE STREET, AND 237.0 FEET
 EE2061'FROM STATION.  DISTANCE BETWEEN REFERENCE
 EE2061'MARKS NO.2 AND NO.3 IS 279.20 FEET (SLOPE DISTANCE).  FOLLOWING
 EE2061'DISTANCES AND AZIMUTHS ARE FROM STATION- LOOKOUT MOUNTAIN,
 EE2061'NEW YORK MONUMENT, FLAGPOLE, 3.3 MILES, N 56 DEG 33 MIN W, MISSIONARY
 EE2061'RIDGE, LARGE ALUMINUM STANDPIPE, 2.5 MILES, N 39 DEG 23 MIN E,
 EE2061'ROSSVILLE, BLACK TANK, 0.4 MILE, S 12 DEG 43 MIN E, LOOKOUT
 EE2061'MOUNTAIN HOTEL, SPIRE, 2-1/2 MILES, S 73 DEG 49 MIN W, AND
 EE2061'LOOKOUT MOUNTAIN, SMALL WATER TANK, BALL ON TOP, 3.1 MILES,
 EE2061'N 65 DEG 26 MIN W.
 EE2061
 EE2061                          STATION RECOVERY (1965)
 EE2061
 EE2061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 EE2061'THE STATION AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN
 EE2061'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND LEANING BADLY AND
 EE2061'UNDER A MOUND OF DIRT.  THE MARK WAS PLUMBED AND REINFORCED WITH
 EE2061'CONCRETE.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR REFERENCE
 EE2061'MARK NO. 1 (THE AZIMUTH MARK), BUT IT COULD NOT BE FOUND.  THERE
 EE2061'IS NOW A LARGE AUTOMOBILE JUNK YARD IN THE AREA AND THE MARK MAY
 EE2061'STILL EXIST UNDER SOME OF THE DEBRIS.  NO NEW AZIMUTH MARK WAS
 EE2061'ESTABLISHED AS A SUITABLE LOCATION COULD NOT BE FOUND.  ALL
 EE2061'INTERSECTION STATIONS ATOP LOOKOUT MOUNTAIN MAY BE USED AS AZIMUTH
 EE2061'MARKS.
 EE2061'
 EE2061'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EE2061'
 EE2061'THE STATION IS LOCATED IN A LOW, BRUSH COVERED AREA ABOUT 1/2 MILE
 EE2061'WEST OF DOWNTOWN ROSSVILLE AND ALONG THE NORTH EDGE OF STATE LINE
 EE2061'STREET.
 EE2061'
 EE2061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 (THIS
 EE2061'IS CHICKAMAUGA AVENUE), AND SW GORDON AVENUE JUST NORTH OF THE POST
 EE2061'OFFICE IN ROSSVILLE, GO WESTERLY ON SW GORDON AVENUE FOR 0.4 MILE
 EE2061'TO HOOKER ROAD, TURN RIGHT, NORTHERLY ON HOOKER ROAD FOR 0.05 MILE
 EE2061'TO STATE LINE STREET ON THE LEFT AND THE STATION ABOUT 265 FEET
 EE2061'WEST ALONG THE NORTH SIDE OF STATE LINE STREET.
 EE2061'
 EE2061'THE STATION IS 56 FEET EAST OF A GUYED UTILITY POLE NO. P 6092, 54
 EE2061'FEET NORTH OF THE NORTHEAST CORNER OF RESIDENCE NO. 410, 39 FEET
 EE2061'NORTHWEST OF A 30-INCH, FORKED TRUNKED, SILVER MAPLE TREE, 39 FEET
 EE2061'NORTHEAST OF A 24-INCH, FORKED TRUNKED, SILVER MAPLE TREE, 16 FEET
 EE2061'NORTH OF THE APPROXIMATE CENTER OF STATE LINE ROAD, AND 1.2 FEET
 EE2061'EAST OF A METAL WITNESS SIGN AND POST.  A STANDARD DISK SET IN THE
 EE2061'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 EE2061'THE DISK IS STAMPED ROSSVILLE 1934.
 EE2061'
 EE2061'REFERENCE MARK NO. 2 IS LOCATED ALONG THE WEST EDGE OF HOOKER ROAD
 EE2061'ACROSS THE ROAD FROM THE ROXBURY SOUTHERN MILLS, 83 FEET NORTHWEST
 EE2061'OF POWERLINE POLE NO. P 6016, 45 FEET SOUTHWEST OF THE APPROXIMATE
 EE2061'CENTER OF A GATE LEADING INTO THE ROXBURY SOUTHERN MILLS, AND 26 FEET
 EE2061'WEST OF THE APPROXIMATE CENTER OF HOOKER ROAD.  A STANDARD DISK SET
 EE2061'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 EE2061'INCHES AND THE DISK IS STAMPED ROSSVILLE NO. 2 1934.
 EE2061'
 EE2061'REFERENCE MARK NO. 3 IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 EE2061'HOOKER ROAD AND STATE LINE ROAD, 39 FEET WEST OF THE APPROXIMATE
 EE2061'CENTER OF HOOKER ROAD, 26 FEET NORTH OF THE NORTHEAST CORNER OF
 EE2061'RESIDENCE NO. 400, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF
 EE2061'STATE LINE ROAD, 19 FEET EAST OF A 24-INCH OAK TREE, 15 FEET WEST
 EE2061'OF A SIGN CITY LIMIT, AND 13 FEET WEST OF UTILITY POLE NO. P 7241.
 EE2061'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 EE2061'MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 EE2061'DISK IS STAMPED ROSSVILLE NO. 3 1934.
 EE2061'
 EE2061'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 EE2061'REFERENCE MARK NO. 3 IS 279.97 FEET.
 EE2061
 EE2061                          STATION RECOVERY (1972)
 EE2061
 EE2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2061'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 EE2061'CONDITION.  THE DISTANCE AND DIRECTION TO BOTH MARKS COMPARES
 EE2061'FAVORABLY TO THE 1965 DATA.  REFERENCE MARK 1, (AZIMUTH MARK), WAS
 EE2061'NOT RECOVERED AS STATED IN THE 1965 DATA.  A NEW AZIMUTH MARK WAS
 EE2061'ESTABLISHED THIS DATE AS DESCRIBED BELOW.  DUE TO CHANGES IN THE
 EE2061'AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 EE2061'
 EE2061'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF DOWNTOWN ROSSVILLE,
 EE2061'ALONG THE NORTH SIDE OF STATE LINE STREET AND AT THE SOUTH EDGE
 EE2061'OF A PARTIALLY CLEARED VACANT LOT.
 EE2061'
 EE2061'TO REACH THE STATION FROM THE POST OFFICE IN ROSSVILLE, GO NORTH
 EE2061'ON U.S. HIGHWAY 27, (CHICKAMAUGA AVENUE), FOR 0.1 MILE TO A
 EE2061'CROSS STREET.  TURN LEFT AND GO WEST ON W GORDON AVENUE FOR 0.4
 EE2061'MILE TO A CROSS STREET, (WILLIAMS STREET ON THE LEFT AND HOOKER
 EE2061'ROAD ON THE RIGHT).  TURN RIGHT AND GO NORTH ON HOOKER ROAD FOR
 EE2061'0.1 MILE TO STATE LINE STREET ON THE LEFT AND THE STATION MARK
 EE2061'ABOUT 260 FEET WEST OF THE INTERSECTION.  TO REACH THE AZIMUTH
 EE2061'MARK, CONTINUE NORTH ON HOOKER ROAD FOR 0.2 MILE TO A SIDE
 EE2061'STREET ON THE RIGHT.  TURN RIGHT AND GO EAST ON 49TH STREET FOR
 EE2061'0.1 MILE TO A SIDE STREET ON THE LEFT.  TURN LEFT AND GO NORTH
 EE2061'ON DIVINE AVENUE FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT
 EE2061'AND GO WESTERLY FOR 0.1 MILE ON A GRAVELED DRIVEWAY TO THE EAST
 EE2061'CORNER OF A BRICK SCHOOL HOUSE AND THE AZIMUTH MARK BEHIND THE
 EE2061'SCHOOL BUILDING AS DESCRIBED.
 EE2061'
 EE2061'THE STATION MARK, A STANDARD DISK STAMPED ROSSVILLE 1934, IS SET
 EE2061'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EE2061'WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH-NORTHWEST OF THE
 EE2061'NORTHWEST CORNER OF A HOUSE AT 408 STATE LINE ROAD, 36 FEET EAST
 EE2061'OF A POWERLINE POLE, NUMBER P6092, 16 FEET NORTH OF THE CENTER OF
 EE2061'THE STREET AND 4.8 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 EE2061'UNDERGROUND DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 EE2061'AS STATED IN THE 1934 DESCRIPTION.
 EE2061'
 EE2061'REFERENCE MARK 2, A STANDARD DISK STAMPED ROSSVILLE NO 2 1934,
 EE2061'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 EE2061'PROJECTS 6 INCHES AND IS BADLY CHIPPED ON THE SOUTHWEST CORNER.  IT
 EE2061'IS 84 FEET WEST OF A POWERLINE POLE, NUMBER P6016, 26 FEET
 EE2061'SOUTH-SOUTHWEST OF THE CENTER OF AND 2 FEET HIGHER THAN THE
 EE2061'SURFACE OF HOOKER ROAD.
 EE2061'
 EE2061'REFERENCE MARK 3, A STANDARD DISK STAMPED ROSSVILLE NO 3 1934, IS
 EE2061'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4
 EE2061'INCHES BELOW THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE CENTER
 EE2061'OF THE STREET INTERSECTION, 26.3 FEET NORTH OF THE NORTHEAST
 EE2061'CORNER OF AND DIRECTLY IN LINE WITH THE EAST SIDE OF THE HOUSE AT
 EE2061'400 STATE LINE ROAD, 19.8 FEET EAST-NORTHEAST OF A LONE
 EE2061'20-INCH OAK TREE AND 13.4 FEET SOUTHWEST OF A POWERLINE POLE,
 EE2061'NUMBER P7241.
 EE2061'
 EE2061'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROSSVILLE 1934 NO 2
 EE2061'1971, IS CEMENTED FLUSH IN A DRILL HOLE IN A SIDEWALK AT THE
 EE2061'ENTRANCE TO THE MAINTENANCE OFFICE AT REAR OF SCHOOL.  IT IS 2.3
 EE2061'FEET NORTHWEST OF THE SIDEWALK EDGE, 2 FEET SOUTHWEST OF THE DOOR
 EE2061'TO THE OFFICE AND 1.7 FEET NORTHEAST OF THE SIDEWALK EDGE.
 EE2061'
 EE2061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2061'AT WEST EDGE OF ROSSVILLE, GEORGIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0421 ***********************************************************************
 FD0421  DESIGNATION -  ROUND
 FD0421  PID         -  FD0421
 FD0421  STATE/COUNTY-  TN/GILES
 FD0421  USGS QUAD   -  FRANKEWING (1982)
 FD0421
 FD0421                         *CURRENT SURVEY CONTROL
 FD0421  ___________________________________________________________________
 FD0421* NAD 83(1995)-  35 11 35.20525(N)    086 52 27.77211(W)     ADJUSTED  
 FD0421* NAVD 88     -       304.938  (meters)    1000.45   (feet)  ADJUSTED  
 FD0421  ___________________________________________________________________
 FD0421  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FD0421  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0421  DYNAMIC HT  -         304.655 (meters)     999.52  (feet)  COMP
 FD0421  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD0421
 FD0421  HORZ ORDER  -  SECOND
 FD0421  VERT ORDER  -  SECOND    CLASS 0
 FD0421
 FD0421.The horizontal coordinates were established by classical geodetic methods
 FD0421.and adjusted by the National Geodetic Survey in April 1999..
 FD0421
 FD0421.The orthometric height was determined by differential leveling
 FD0421.and adjusted by the National Geodetic Survey in June 1991..
 FD0421
 FD0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0421
 FD0421.The geoid height was determined by GEOID03.
 FD0421
 FD0421.The dynamic height is computed by dividing the NAVD 88
 FD0421.geopotential number by the normal gravity value computed on the
 FD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0421.degrees latitude (g = 980.6199 gals.).
 FD0421
 FD0421.The modeled gravity was interpolated from observed gravity values.
 FD0421
 FD0421;                    North         East     Units Scale Factor Converg.
 FD0421;SPC TN       -    95,748.888   520,367.551   MT  1.00001053   -0 30 42.8
 FD0421;SPC TN       -   314,136.14  1,707,239.21   sFT  1.00001053   -0 30 42.8
 FD0421;UTM  16      - 3,894,466.081   511,435.936   MT  0.99960161   +0 04 20.6
 FD0421
 FD0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0421!SPC TN       -   0.99995648  x   1.00001053  =   0.99996701
 FD0421!UTM  16      -   0.99995648  x   0.99960161  =   0.99955811
 FD0421
 FD0421|---------------------------------------------------------------------|
 FD0421| PID    Reference Object                     Distance      Geod. Az  |
 FD0421|                                                           dddmmss.s |
 FD0421| FD0422 ROUND RM 1                            7.675 METERS 07208     |
 FD0421| FD0413 PETE                                APPROX. 1.0 KM 0824719.9 |
 FD0421| FD0420 ROUND RM 2                            9.570 METERS 27101     |
 FD0421|---------------------------------------------------------------------|
 FD0421
 FD0421                          SUPERSEDED SURVEY CONTROL
 FD0421
 FD0421  NAD 83(1995)-  35 11 35.20711(N)    086 52 27.77186(W) AD(       ) 2
 FD0421  NAD 83(1995)-  35 11 35.20997(N)    086 52 27.77482(W) AD(       ) 2
 FD0421  NAD 83(1986)-  35 11 35.21399(N)    086 52 27.77314(W) AD(       ) 2
 FD0421  NAD 27      -  35 11 34.92840(N)    086 52 27.76400(W) AD(       ) 2
 FD0421  NGVD 29 (??/??/92)  304.913  (m)         1000.37   (f) ADJ UNCH    2 0
 FD0421
 FD0421.Superseded values are not recommended for survey control.
 FD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0421.See file dsdata.txt to determine how the superseded data were derived.
 FD0421
 FD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1143694466(NAD 83)
 FD0421_MARKER: DS = TRIANGULATION STATION DISK
 FD0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0421_STAMPING: ROUND 1960
 FD0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0421+STABILITY: SURFACE MOTION
 FD0421
 FD0421  HISTORY     - Date     Condition        Report By
 FD0421  HISTORY     - 1960     MONUMENTED       CGS
 FD0421  HISTORY     - 1960     GOOD             CGS
 FD0421
 FD0421                          STATION DESCRIPTION
 FD0421
 FD0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0421'THE STATION IS LOCATED ON A BARE HILL ABOUT 8 MILES EAST OF PULASKI
 FD0421'AND 1.5 MILES WEST OF
 FD0421'FRANKEWING.
 FD0421'
 FD0421'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEWING, GO SOUTHWEST
 FD0421'FOR 0.05 MILE TO U S
 FD0421'HIGHWAY 64, TURN RIGHT, WEST, FOR 1.1 MILES TO A
 FD0421'CROSSROAD, TURN LEFT, SOUTH,
 FD0421'FOR ABOUT 100 YARDS TO A TRACK ROAD ON
 FD0421'THE RIGHT, FOLLOW THE TRACK ROAD FOR 0.05 MILE
 FD0421'TO A FIELD.  FROM HERE
 FD0421'PACK SOUTHWEST, CROSSING A BRUSHY DITCH AND ANOTHER FIELD, TO THE
 FD0421'TOP OF THE HILL
 FD0421'AND THE STATION NEAR THE NORTHEAST RIM OF THE HILL.
 FD0421'
 FD0421'THE STATION MARK IS 3.0 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 FD0421'STANDARD TRAVERSE DISK
 FD0421'SET IN THE TOP OF A FLUSH CONCRETE MONUMENT AND STAMPED
 FD0421'ROUND 1960.
 FD0421'
 FD0421'REFERENCE MARK NO 1 IS IN THE BRUSH AT THE NORTHEAST RIM OF THE HILL.
 FD0421'IT IS A STANDARD REFERENCE
 FD0421'DISK SET IN THE TOP OF A FLUSH CONCRETE MONUMENT
 FD0421'AND STAMPED ROUND NO 1 1960
 FD0421'
 FD0421'REFERENCE MARK NO 2 IS AT THE NORTHEAST EDGE OF THE FIELD.  THE MARK
 FD0421'IS A STANDARD
 FD0421'REFERENCE DISK SET IN THE TOP OF A FLUSH CONCRETE MONUMENT
 FD0421'AND STAMPED ROUND NO 2
 FD0421'1960.
 FD0421
 FD0421                          STATION RECOVERY (1960)
 FD0421
 FD0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0421'4.4 MI N FROM BUNKER HILL.
 FD0421'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0421'FOR 4.05 MILES TO A SHARP CURVE IN THE ROAD AND A GATE AND A
 FD0421'TRACK ROAD LEADING EAST TO A FIELD, THEN GO EAST FOR 0.3 MILE
 FD0421'ACROSS THE FIELD TO THE TOP OF A HILL.  THE STATION MARK 3.0 FT.
 FD0421'WEST OF A WITNESS SIGN, AND AT THE NORTHEAST EDGE OF A FIELD.
 FD0421'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0421'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2582 ***********************************************************************
 GB2582  DESIGNATION -  ROUND KNOB RESET
 GB2582  PID         -  GB2582
 GB2582  STATE/COUNTY-  TN/SCOTT
 GB2582  USGS QUAD   -  NORMA (1986)
 GB2582
 GB2582                         *CURRENT SURVEY CONTROL
 GB2582  ___________________________________________________________________
 GB2582* NAD 83(1995)-  36 17 00.48016(N)    084 28 03.91207(W)     ADJUSTED  
 GB2582* NAVD 88     -       888.2    (meters)    2914.     (feet)  VERTCON   
 GB2582  ___________________________________________________________________
 GB2582  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 GB2582  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB2582
 GB2582  HORZ ORDER  -  FIRST
 GB2582
 GB2582.The horizontal coordinates were established by classical geodetic methods
 GB2582.and adjusted by the National Geodetic Survey in April 1999..
 GB2582
 GB2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2582
 GB2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2582
 GB2582.The geoid height was determined by GEOID03.
 GB2582
 GB2582;                    North         East     Units Scale Factor Converg.
 GB2582;SPC TN       -   217,445.785   737,648.400   MT  0.99997909   +0 53 49.3
 GB2582;SPC TN       -   713,403.38  2,420,101.46   sFT  0.99997909   +0 53 49.3
 GB2582;UTM  16      - 4,018,365.043   727,428.192   MT  1.00023733   +1 29 57.0
 GB2582
 GB2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2582!SPC TN       -   0.99986518  x   0.99997909  =   0.99984428
 GB2582!UTM  16      -   0.99986518  x   1.00023733  =   1.00010248
 GB2582
 GB2582|---------------------------------------------------------------------|
 GB2582| PID    Reference Object                     Distance      Geod. Az  |
 GB2582|                                                           dddmmss.s |
 GB2582| DC3155 ROUND KNOB RM 2                      16.880 METERS 05056     |
 GB2582| DC3154 ROUND KNOB RM 1                      15.761 METERS 20507     |
 GB2582| DC3153 ROUND KNOB AZ MK                                   2132542.7 |
 GB2582| DC3156 ROUND KNOB RM 3                       9.768 METERS 27211     |
 GB2582| GB0920 HEWETT                              APPROX.12.6 KM 3101506.0 |
 GB2582|---------------------------------------------------------------------|
 GB2582
 GB2582                          SUPERSEDED SURVEY CONTROL
 GB2582
 GB2582  NAD 83(1995)-  36 17 00.48213(N)    084 28 03.91280(W) AD(       ) 1
 GB2582  NAD 83(1995)-  36 17 00.48704(N)    084 28 03.91756(W) AD(       ) 1
 GB2582  NAD 83(1986)-  36 17 00.48971(N)    084 28 03.91305(W) AD(       ) 1
 GB2582  NAD 27      -  36 17 00.20415(N)    084 28 04.13355(W) AD(       ) 1
 GB2582  NGVD 29 (07/19/86)  888.3    (m)         2914.     (f) VERT ANG       
 GB2582
 GB2582.Superseded values are not recommended for survey control.
 GB2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2582.See file dsdata.txt to determine how the superseded data were derived.
 GB2582
 GB2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2742818365(NAD 83)
 GB2582_MARKER: DS = TRIANGULATION STATION DISK
 GB2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2582
 GB2582  HISTORY     - Date     Condition        Report By
 GB2582  HISTORY     - 1935     MONUMENTED       CGS
 GB2582  HISTORY     - 1954     POOR             USGS
 GB2582  HISTORY     - 1958     POOR             USGS
 GB2582  HISTORY     - 1965     GOOD             CGS
 GB2582
 GB2582                          STATION DESCRIPTION
 GB2582
 GB2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2582'ON THE SUMMIT OF WHAT IS CALLED ROUND MOUNTAIN, AT THE HEAD OF BULL
 GB2582'CREEK, BETWEEN
 GB2582'LITTLE CREEK AND HUDSON BRANCH, ABOUT 8.5 MILES S OF
 GB2582'HUNTSVILLE AND ABOUT 9 MILES ESE
 GB2582'OF GLEN MARY.
 GB2582'
 GB2582'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE
 GB2582'STANDARD BRONZE
 GB2582'DISKS SET IN CONCRETE.
 GB2582'
 GB2582'REFERENCE MARK NO. 2 IS NNE OF STATION, 15 FEET NW OF PATH AND
 GB2582'PROJECTS ABOUT 5 INCHES.
 GB2582'
 GB2582'AZIMUTH MARK IS SSW OF STATION, ON THE PROPERTY OF SHERMAN ODER, 7
 GB2582'FEET W OF CENTER
 GB2582'LINE OF DIM ROAD, 21 FEET NW OF 14-INCH TREE THAT IS
 GB2582'ALONG FENCE LINE, 85 PACES S OF MR.
 GB2582'ODERS HOUSE AROUND CURVE IN
 GB2582'ROAD.  TO REACH THE MARK FROM THE END OF TRUCK TRAVEL,
 GB2582'CONTINUE ON
 GB2582'MAIN ROAD FOR 0.55 MILE TO DIM FORK, TURN LEFT AND GO 0.15 MILE PASS
 GB2582'MR.  ODERS HOUSE TO MARK.
 GB2582'
 GB2582'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN ROCK FLUSH WITH
 GB2582'GROUND, S OF
 GB2582'STATION, AND 13.3 FEET S OF TELEPHONE POLE.
 GB2582'
 GB2582'TO REACH FROM RAILROAD STATION IN ROBBINS, A VILLAGE ON U.S.  HIGHWAY
 GB2582'27, GO S ON
 GB2582'HIGHWAY 27 FOR 0.3 MILE TO A T-ROAD LEFT.  TURN LEFT AND
 GB2582'GO 0.2 MILE TO FORK, TAKE LEFT
 GB2582'FORK AND GO 0.35 MILE TO FORK, TAKE
 GB2582'LEFT FORK FOR 2.6 MILES TO RAILROAD, TURN RIGHT
 GB2582'AND GO 2.8 MILES TO
 GB2582'FORKS.  TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR 4.6 MILES TO HOME
 GB2582'OF SHERMAN
 GB2582'ROBBINS ON RIGHT, CONTINUE FOR 0.1 MILE TO MOUNTAIN TRAIL ON
 GB2582'LEFT AND END OF TRUCK
 GB2582'TRAVEL.  FOLLOW WELL DEFINED ROAD AND TRAIL FOR
 GB2582'ABOUT 3.0 MILES TO FIRE TOWER AND
 GB2582'STATION.  STATION IS NEAR HIGHEST
 GB2582'POINT OF KNOB, 16.5 FEET N OF E LEG OF FIRE TOWER,
 GB2582'10.7 FEET E ON N
 GB2582'LEG, ABOUT 200 FEET SW OF CABIN.  PACK-IN REQUIRES ABOUT 1.25 HOURS
 GB2582'LOADED.
 GB2582'
 GB2582'NOTE- THE AZIMUTH MARK IS VISIBLE FROM THE GROUND ONLY WITH
 GB2582'CONSIDERABLE
 GB2582'CLEARING AT THE STATION.
 GB2582'
 GB2582'A 50-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GB2582
 GB2582                          STATION RECOVERY (1954)
 GB2582
 GB2582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GB2582'THIS MARKER WAS FOUND IN A PIECE OF LEDGE LYING ABOUT FIFTY FEET FROM
 GB2582'ITS TRUE POSITION.
 GB2582'IT HAD EITHER BEEN BROKEN OFF OR DUG UP FROM ITS
 GB2582'POSITION.  A NEW FIRE TOWER IS BEING
 GB2582'BUILT ON THIS TOP AND IT IS
 GB2582'BELIEVED THAT THE MARKER WAS DESTROYED AT THAT TIME.
 GB2582
 GB2582                          STATION RECOVERY (1958)
 GB2582
 GB2582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GB2582'TOP OF CONCRETE CYLINDER WITH SURFACE MARK HAS BEEN BROKEN OFF AND IS
 GB2582'LYING NEAR THE
 GB2582'FIRE TOWER.
 GB2582
 GB2582                          STATION RECOVERY (1965)
 GB2582
 GB2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GB2582'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED.
 GB2582'THE AZIMUTH MARK WAS
 GB2582'NOT SEARCHED FOR.  THE TOP OF THE STATION MONUMENT
 GB2582'HAD BEEN BROKEN, BUT THE
 GB2582'UNDERGROUND MARK WAS RECOVERED IN GOOD
 GB2582'CONDITION AND A NEW SURFACE MARK WAS SET IN
 GB2582'ITS ORIGINAL POSITION.
 GB2582'DUE TO CONSTRUCTION OF A SMALL BUILDING ON LINE FROM THE
 GB2582'STATION TO THE
 GB2582'AZIMUTH MARK AND TO REFERENCE MARK NO.  1, DISTANCE AND DIRECTION
 GB2582'CHECKS COULD NOT BE
 GB2582'MADE TO THESE MARKS.  REFERENCE MARK NO.  3 WAS
 GB2582'ESTABLISHED BY THIS PARTY.  A NEW
 GB2582'DESCRIPTION FOLLOWS-
 GB2582'
 GB2582'THE STATION IS LOCATED ABOUT 13 MILES EAST OF SUNBRIGHT, ABOUT 9
 GB2582'MILES SOUTH OF HUNTSVILLE
 GB2582'AND ON THE SUMMIT OF A MOUNTAIN LOCALLY KNOWN AS ROUND MOUNTAIN.
 GB2582'
 GB2582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 GB2582'BRIMSTONE ROAD IN ROBBINS,
 GB2582'GO EASTERLY ON BRIMSTONE ROAD FOR 3.15 MILES TO A T JUNCTION
 GB2582'JUST AFTER CROSSING A CREEK
 GB2582'AND A RAILROAD, TURN RIGHT AND FOLLOW
 GB2582'MAIN GRAVELED ROAD EASTERLY FOR 5.95 MILES TO
 GB2582'A COAL SHUTTLE ON THE
 GB2582'LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD UPHILL FOR 2.25 MILES
 GB2582'TO A SIDE ROAD
 GB2582'ON THE LEFT, TURN SHARP LEFT AND GO 0.05 MILE TO A SIDE
 GB2582'ROAD, UPHILL, ON THE RIGHT,
 GB2582'TURN RIGHT AND GO 0.05 MILE TO A FORK,
 GB2582'KEEP LEFT AND GO 0.3 MILE TO A REVERSE Y
 GB2582'JUNCTION.  CONTINUE LEFT FOR
 GB2582'0.1 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT FOR
 GB2582'0.2 MILE TO A
 GB2582'SIDE ROAD ON THE LEFT.  KEEP RIGHT AND GO 0.4 MILE TO THE
 GB2582'SUMMIT, A LOOKOUT TOWER
 GB2582'AND THE STATION.
 GB2582'
 GB2582'THE STATION IS 17 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT
 GB2582'TOWER, 12 FEET NORTH OF THE
 GB2582'NORTHEAST CORNER OF THE SMALL BUILDING AND 3.9 FEET
 GB2582'NORTHEAST OF A METAL WITNESS
 GB2582'POST AND SIGN.  THE SURFACE AND
 GB2582'UNDERGROUND MARKS ARE STANDARD U.S.C.  AND G.S. TRIANGULATION.
 GB2582'STATION DISKS AND THE DISKS ARE STAMPED ROUND KNOB 1935 1965.
 GB2582'
 GB2582'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB2582'SURFACE DISK IS SET IN THE
 GB2582'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2582'
 GB2582'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE
 GB2582'LOOKOUT TOWER AND 30 FEET
 GB2582'SOUTHWEST OF THE SAME BUILDING.  IT IS A STANDARD
 GB2582'U.S.C.  AND G.S.  REFERENCE MARK
 GB2582'DISK CEMENTED FLUSH IN A DRILL HOLE
 GB2582'IN BEDROCK AND THE DISK IS STAMPED ROUND KNOB NO 1 1935.
 GB2582'
 GB2582'REFERENCE MARK NO. 2 IS 13 FEET EAST OF AN OAK TREE AND 11 FEET SOUTH
 GB2582'OF THE APPROXIMATE CENTER
 GB2582'OF THE ROAD.  IT IS A STANDARD U.S.C.  AND G.S.
 GB2582'REFERENCE MARK DISK SET IN THE TOP OF
 GB2582'A 10-INCH, SQUARE, CONCRETE
 GB2582'MONUMENT PROJECTING 2 INCHES AND THE DISK IS STAMPED
 GB2582'ROUND KNOB NO 2 1935.
 GB2582'
 GB2582'REFERENCE MARK NO. 3 IS CEMENTED FLUSH IN A DRILL HOLE IN THE FOOTING
 GB2582'OF THE NORTHWEST LEG OF
 GB2582'THE LOOKOUT TOWER.  IT IS A STANDARD U.S.C.  AND
 GB2582'G.S.  REFERENCE MARK DISK AND IS
 GB2582'STAMPED ROUND KNOB RM-3 1935 1965.
 GB2582'
 GB2582'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0422 ***********************************************************************
 FD0422  DESIGNATION -  ROUND RM 1
 FD0422  PID         -  FD0422
 FD0422  STATE/COUNTY-  TN/GILES
 FD0422  USGS QUAD   -  FRANKEWING (1982)
 FD0422
 FD0422                         *CURRENT SURVEY CONTROL
 FD0422  ___________________________________________________________________
 FD0422* NAD 83(1986)-  35 11 34.     (N)    086 52 27.     (W)     SCALED    
 FD0422* NAVD 88     -       304.161  (meters)     997.90   (feet)  ADJUSTED  
 FD0422  ___________________________________________________________________
 FD0422  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0422  DYNAMIC HT  -         303.879 (meters)     996.98  (feet)  COMP
 FD0422  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD0422
 FD0422  VERT ORDER  -  SECOND    CLASS 0
 FD0422
 FD0422.The horizontal coordinates were scaled from a topographic map and have
 FD0422.an estimated accuracy of +/- 6 seconds.
 FD0422
 FD0422.The orthometric height was determined by differential leveling
 FD0422.and adjusted by the National Geodetic Survey in June 1991..
 FD0422
 FD0422.The geoid height was determined by GEOID03.
 FD0422
 FD0422.The dynamic height is computed by dividing the NAVD 88
 FD0422.geopotential number by the normal gravity value computed on the
 FD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0422.degrees latitude (g = 980.6199 gals.).
 FD0422
 FD0422.The modeled gravity was interpolated from observed gravity values.
 FD0422
 FD0422;                    North         East    Units  Estimated Accuracy
 FD0422;SPC TN       -    95,710.      520,390.      MT  (+/- 180 meters Scaled)
 FD0422
 FD0422                          SUPERSEDED SURVEY CONTROL
 FD0422
 FD0422  NGVD 29 (??/??/92)  304.135  (m)          997.82   (f) ADJ UNCH    2 0
 FD0422
 FD0422.Superseded values are not recommended for survey control.
 FD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0422.See file dsdata.txt to determine how the superseded data were derived.
 FD0422
 FD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED114944(NAD 83)
 FD0422_MARKER: DR = REFERENCE MARK DISK
 FD0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0422_STAMPING: ROUND NO 1 1960
 FD0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0422+STABILITY: SURFACE MOTION
 FD0422
 FD0422  HISTORY     - Date     Condition        Report By
 FD0422  HISTORY     - 1960     MONUMENTED       CGS
 FD0422
 FD0422                          STATION DESCRIPTION
 FD0422
 FD0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0422'4.4 MI N FROM BUNKER HILL.
 FD0422'THIS MARK IS LOCATED AT THE ROUND 1960 STATION SITE, 25.2 FT.
 FD0422'EAST OF THE STATION MARK AND IN THE BRUSH AT THE NORTHEAST RIM
 FD0422'OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0422'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0420 ***********************************************************************
 FD0420  DESIGNATION -  ROUND RM 2
 FD0420  PID         -  FD0420
 FD0420  STATE/COUNTY-  TN/GILES
 FD0420  USGS QUAD   -  FRANKEWING (1982)
 FD0420
 FD0420                         *CURRENT SURVEY CONTROL
 FD0420  ___________________________________________________________________
 FD0420* NAD 83(1986)-  35 11 34.     (N)    086 52 27.     (W)     SCALED    
 FD0420* NAVD 88     -       305.077  (meters)    1000.91   (feet)  ADJUSTED  
 FD0420  ___________________________________________________________________
 FD0420  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0420  DYNAMIC HT  -         304.794 (meters)     999.98  (feet)  COMP
 FD0420  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD0420
 FD0420  VERT ORDER  -  SECOND    CLASS 0
 FD0420
 FD0420.The horizontal coordinates were scaled from a topographic map and have
 FD0420.an estimated accuracy of +/- 6 seconds.
 FD0420
 FD0420.The orthometric height was determined by differential leveling
 FD0420.and adjusted by the National Geodetic Survey in June 1991..
 FD0420
 FD0420.The geoid height was determined by GEOID03.
 FD0420
 FD0420.The dynamic height is computed by dividing the NAVD 88
 FD0420.geopotential number by the normal gravity value computed on the
 FD0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0420.degrees latitude (g = 980.6199 gals.).
 FD0420
 FD0420.The modeled gravity was interpolated from observed gravity values.
 FD0420
 FD0420;                    North         East    Units  Estimated Accuracy
 FD0420;SPC TN       -    95,710.      520,390.      MT  (+/- 180 meters Scaled)
 FD0420
 FD0420                          SUPERSEDED SURVEY CONTROL
 FD0420
 FD0420  NGVD 29 (??/??/92)  305.052  (m)         1000.82   (f) ADJ UNCH    2 0
 FD0420
 FD0420.Superseded values are not recommended for survey control.
 FD0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0420.See file dsdata.txt to determine how the superseded data were derived.
 FD0420
 FD0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED114944(NAD 83)
 FD0420_MARKER: DR = REFERENCE MARK DISK
 FD0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0420_STAMPING: ROUND NO 2 1960
 FD0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0420+STABILITY: SURFACE MOTION
 FD0420
 FD0420  HISTORY     - Date     Condition        Report By
 FD0420  HISTORY     - 1960     MONUMENTED       CGS
 FD0420
 FD0420                          STATION DESCRIPTION
 FD0420
 FD0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0420'4.4 MI N FROM BUNKER HILL.
 FD0420'THIS MARK IS LOCATED AT THE ROUND 1960 STATION SITE, 31.4 FT.
 FD0420'WEST OF THE STATION MARK AND IS AT THE NORTHEAST EDGE OF THE
 FD0420'FIELD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0420'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0727 ***********************************************************************
 GB0727  DESIGNATION -  ROW
 GB0727  PID         -  GB0727
 GB0727  STATE/COUNTY-  TN/ANDERSON
 GB0727  USGS QUAD   -  CLINTON (1990)
 GB0727
 GB0727                         *CURRENT SURVEY CONTROL
 GB0727  ___________________________________________________________________
 GB0727* NAD 83(1995)-  36 05 25.55676(N)    084 08 27.48649(W)     ADJUSTED  
 GB0727* NAVD 88     -       254.948  (meters)     836.44   (feet)  ADJUSTED  
 GB0727  ___________________________________________________________________
 GB0727  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GB0727  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0727  DYNAMIC HT  -         254.716 (meters)     835.68  (feet)  COMP
 GB0727  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GB0727
 GB0727  HORZ ORDER  -  SECOND
 GB0727  VERT ORDER  -  SECOND    CLASS 0
 GB0727
 GB0727.The horizontal coordinates were established by classical geodetic methods
 GB0727.and adjusted by the National Geodetic Survey in April 1999..
 GB0727
 GB0727.The orthometric height was determined by differential leveling
 GB0727.and adjusted by the National Geodetic Survey in June 1991..
 GB0727
 GB0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0727
 GB0727.The geoid height was determined by GEOID03.
 GB0727
 GB0727.The dynamic height is computed by dividing the NAVD 88
 GB0727.geopotential number by the normal gravity value computed on the
 GB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0727.degrees latitude (g = 980.6199 gals.).
 GB0727
 GB0727.The modeled gravity was interpolated from observed gravity values.
 GB0727
 GB0727;                    North         East     Units Scale Factor Converg.
 GB0727;SPC TN       -   196,539.399   767,408.525   MT  0.99995838   +1 05 18.1
 GB0727;SPC TN       -   644,813.01  2,517,739.47   sFT  0.99995838   +1 05 18.1
 GB0727;UTM  16      - 3,997,763.865   757,416.171   MT  1.00041655   +1 41 06.3
 GB0727
 GB0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0727!SPC TN       -   0.99996478  x   0.99995838  =   0.99992316
 GB0727!UTM  16      -   0.99996478  x   1.00041655  =   1.00038131
 GB0727
 GB0727:                Primary Azimuth Mark                     Grid Az
 GB0727:SPC TN       -  CLINTON MAGNET MILLS TANK                038 58 56.1
 GB0727:UTM  16      -  CLINTON MAGNET MILLS TANK                038 23 07.9
 GB0727
 GB0727|---------------------------------------------------------------------|
 GB0727| PID    Reference Object                     Distance      Geod. Az  |
 GB0727|                                                           dddmmss.s |
 GB0727| GB2549 CLINTON MAGNET MILLS TANK           APPROX. 1.4 KM 0400414.2 |
 GB0727| GB0725 ROW RM 1                             18.332 METERS 05231     |
 GB0727| GB0726 ROW AZ MK                                          0595356.7 |
 GB0727| GB0728 ROW RM 2                             17.931 METERS 24822     |
 GB0727|---------------------------------------------------------------------|
 GB0727
 GB0727                          SUPERSEDED SURVEY CONTROL
 GB0727
 GB0727  NAD 83(1995)-  36 05 25.56113(N)    084 08 27.48853(W) AD(       ) 2
 GB0727  NAD 83(1995)-  36 05 25.56108(N)    084 08 27.48782(W) AD(       ) 2
 GB0727  NAD 83(1986)-  36 05 25.56806(N)    084 08 27.48466(W) AD(       ) 2
 GB0727  NAD 27      -  36 05 25.28434(N)    084 08 27.77998(W) AD(       ) 2
 GB0727  NGVD 29 (??/??/92)  255.081  (m)          836.88   (f) ADJ UNCH    2 0
 GB0727
 GB0727.Superseded values are not recommended for survey control.
 GB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0727.See file dsdata.txt to determine how the superseded data were derived.
 GB0727
 GB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5741697764(NAD 83)
 GB0727_MARKER: DD = SURVEY DISK
 GB0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0727_STAMPING: ROW 1964
 GB0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0727+STABILITY: SURFACE MOTION
 GB0727
 GB0727  HISTORY     - Date     Condition        Report By
 GB0727  HISTORY     - 1965     MONUMENTED       TNHD
 GB0727  HISTORY     - 1965     GOOD             TNHD
 GB0727
 GB0727                          STATION DESCRIPTION
 GB0727
 GB0727'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB0727'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CLINTON.
 GB0727'
 GB0727'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB0727'U.  S.  HIGHWAY
 GB0727'25W FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 61
 GB0727'AND U.S.  HIGHWAY 25W.  CONTINUE
 GB0727'STRAIGHT AHEAD ON STATE ROUTE 61 FOR
 GB0727'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, PROCEED
 GB0727'0.15 MILE ALONG
 GB0727'STATE ROUTE 61 TO THE STATION ON THE RIGHT.
 GB0727'
 GB0727'THE STATION IS 100 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF HICKS
 GB0727'CIRCLE, 28 FEET
 GB0727'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 61, 27
 GB0727'FEET SOUTH OF A 6-INCH TULIP
 GB0727'POPLAR TREE AND 14.4 FEET SOUTHEAST OF A
 GB0727'METAL WITNESS POST WITH SIGN.  THE SURFACE AND
 GB0727'UNDERGROUND MARKS ARE
 GB0727'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB0727'STAMPED ROW 1964.
 GB0727'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0727'THE SURFACE DISK IS SET IN A
 GB0727'10-INCH SQUARE, FLUSH CONCRETE MONUMENT.
 GB0727'
 GB0727'REFERENCE MARK NO. 1 IS 40 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB0727'OF HICKS CIRCLE,
 GB0727'36 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0727'ROUTE 61 AND 18 FEET SOUTH OF A
 GB0727'FIRE HYDRANT.  IT IS A STANDARD
 GB0727'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0727'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED ROW RM I 1964.
 GB0727'REFERENCE MARK NO. 2 IS 52 FEET NORTHEAST OF A CONCRETE PIPE CULVERT,
 GB0727'49 FEET EAST OF A
 GB0727'TWIN-TRUNKED OAK TREE AND 33 FEET NORTHWEST OF THE
 GB0727'APPROXIMATE CENTER OF STATE ROUTE
 GB0727'61.  IT IS A STANDARD TENNESSEE
 GB0727'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0727'FLUSH CONCRETE
 GB0727'MONUMENT AND THE DISK IS STAMPED ROW RM-2 1964.
 GB0727'
 GB0727'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTHWEST OF THE APPROXIMATE
 GB0727'CENTER OF ELM
 GB0727'STREET, 39 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0727'STATE ROUTE 61, 18 FEET
 GB0727'NORTHEAST OF A POWER POLE AND 14.5 FEET
 GB0727'NORTHWEST OF A METAL WITNESS POST WITH
 GB0727'SIGN.  IT IS A STANDARD
 GB0727'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0727'SQUARE, FLUSH
 GB0727'CONCRETE MONUMENT AND THE DISK IS STAMPED ROW AZI 1964.
 GB0727'
 GB0727'ALL OBSERVATIONS WERE MADE FROM A 60-FOOT STEEL TOWER.
 GB0727
 GB0727                          STATION RECOVERY (1965)
 GB0727
 GB0727'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0727'1 MI SW FROM CLINTON.
 GB0727'FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE WESTERLY ON U.S.
 GB0727'HIGHWAY 25W TO THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY
 GB0727'25W, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 61 FOR 0.5
 GB0727'MILE TO THE MARK ON THE RIGHT, 100 FEET SOUTHWEST OF THE
 GB0727'APPROXIMATE CENTER OF HICKS CIRCLE, 28 FEET WEST OF THE
 GB0727'APPROXIMATE CENTER OF STATE ROUTE 61, 27 FEET SOUTH OF A 6-INCH
 GB0727'TULIP POPLAR TREE AND 14.4 FEET SOUTHEAST OF A METAL WITNESS
 GB0727'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0727'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GB0727'STAMPED ROW 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0726 ***********************************************************************
 GB0726  DESIGNATION -  ROW AZ MK
 GB0726  PID         -  GB0726
 GB0726  STATE/COUNTY-  TN/ANDERSON
 GB0726  USGS QUAD   -  CLINTON (1990)
 GB0726
 GB0726                         *CURRENT SURVEY CONTROL
 GB0726  ___________________________________________________________________
 GB0726* NAD 83(1986)-  36 05 29.     (N)    084 08 20.     (W)     SCALED    
 GB0726* NAVD 88     -       255.366  (meters)     837.81   (feet)  ADJUSTED  
 GB0726  ___________________________________________________________________
 GB0726  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0726  DYNAMIC HT  -         255.133 (meters)     837.05  (feet)  COMP
 GB0726  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GB0726
 GB0726  VERT ORDER  -  SECOND    CLASS 0
 GB0726
 GB0726.The horizontal coordinates were scaled from a topographic map and have
 GB0726.an estimated accuracy of +/- 6 seconds.
 GB0726
 GB0726.The orthometric height was determined by differential leveling
 GB0726.and adjusted by the National Geodetic Survey in June 1991..
 GB0726
 GB0726.The geoid height was determined by GEOID03.
 GB0726
 GB0726.The dynamic height is computed by dividing the NAVD 88
 GB0726.geopotential number by the normal gravity value computed on the
 GB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0726.degrees latitude (g = 980.6199 gals.).
 GB0726
 GB0726.The modeled gravity was interpolated from observed gravity values.
 GB0726
 GB0726;                    North         East    Units  Estimated Accuracy
 GB0726;SPC TN       -   196,650.      767,590.      MT  (+/- 180 meters Scaled)
 GB0726
 GB0726                          SUPERSEDED SURVEY CONTROL
 GB0726
 GB0726  NGVD 29 (??/??/??)  255.54   (m)          838.4    (f) RESET       3  
 GB0726
 GB0726.Superseded values are not recommended for survey control.
 GB0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0726.See file dsdata.txt to determine how the superseded data were derived.
 GB0726
 GB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE576978(NAD 83)
 GB0726_MARKER: DZ = AZIMUTH MARK DISK
 GB0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0726_STAMPING: ROW AZI 1964
 GB0726_MARK LOGO: TNHD  
 GB0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0726+STABILITY: SURFACE MOTION
 GB0726
 GB0726  HISTORY     - Date     Condition        Report By
 GB0726  HISTORY     - 1965     MONUMENTED       TNHD
 GB0726  HISTORY     - 1965     GOOD             TNHD
 GB0726
 GB0726                          STATION DESCRIPTION
 GB0726
 GB0726'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0726'0.9 MI SW FROM CLINTON.
 GB0726'FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE WESTERLY ON U.S.
 GB0726'HIGHWAY 25 W TO THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY
 GB0726'25W, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 61 FOR 0.35 MILE
 GB0726'TO THE MARK ON THE LEFT, 150 FEET SOUTHWEST OF THE APPROXIMATE
 GB0726'CENTER OF ELM STREET, 39 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB0726'OF STATE ROUTE 61, 18 FEET NORTHEAST OF A POWER POLE AND 14.5
 GB0726'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GB0726'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0726'SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED ROW AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0725 ***********************************************************************
 GB0725  DESIGNATION -  ROW RM 1
 GB0725  PID         -  GB0725
 GB0725  STATE/COUNTY-  TN/ANDERSON
 GB0725  USGS QUAD   -  CLINTON (1990)
 GB0725
 GB0725                         *CURRENT SURVEY CONTROL
 GB0725  ___________________________________________________________________
 GB0725* NAD 83(1986)-  36 05 25.     (N)    084 08 28.     (W)     SCALED    
 GB0725* NAVD 88     -       255.224  (meters)     837.35   (feet)  ADJUSTED  
 GB0725  ___________________________________________________________________
 GB0725  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0725  DYNAMIC HT  -         254.991 (meters)     836.58  (feet)  COMP
 GB0725  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 GB0725
 GB0725  VERT ORDER  -  SECOND    CLASS 0
 GB0725
 GB0725.The horizontal coordinates were scaled from a topographic map and have
 GB0725.an estimated accuracy of +/- 6 seconds.
 GB0725
 GB0725.The orthometric height was determined by differential leveling
 GB0725.and adjusted by the National Geodetic Survey in June 1991..
 GB0725
 GB0725.The geoid height was determined by GEOID03.
 GB0725
 GB0725.The dynamic height is computed by dividing the NAVD 88
 GB0725.geopotential number by the normal gravity value computed on the
 GB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0725.degrees latitude (g = 980.6199 gals.).
 GB0725
 GB0725.The modeled gravity was interpolated from observed gravity values.
 GB0725
 GB0725;                    North         East    Units  Estimated Accuracy
 GB0725;SPC TN       -   196,520.      767,400.      MT  (+/- 180 meters Scaled)
 GB0725
 GB0725                          SUPERSEDED SURVEY CONTROL
 GB0725
 GB0725  NGVD 29 (??/??/92)  255.356  (m)          837.78   (f) ADJ UNCH    2 0
 GB0725
 GB0725.Superseded values are not recommended for survey control.
 GB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0725.See file dsdata.txt to determine how the superseded data were derived.
 GB0725
 GB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE574977(NAD 83)
 GB0725_MARKER: DR = REFERENCE MARK DISK
 GB0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0725_STAMPING: ROW RM-1 1964
 GB0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0725+STABILITY: SURFACE MOTION
 GB0725
 GB0725  HISTORY     - Date     Condition        Report By
 GB0725  HISTORY     - 1964     MONUMENTED       TNHD
 GB0725  HISTORY     - 1965     GOOD             TNHD
 GB0725
 GB0725                          STATION DESCRIPTION
 GB0725
 GB0725'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0725'1 MI SW FROM CLINTON.
 GB0725'AT THE ROW 1964 STATION SITE, 40 FEET SOUTHWEST OF THE
 GB0725'APPROXIMATE CENTER OF HICKS CIRCLE, 36 FEET NORTHWEST OF THE
 GB0725'APPROXIMATE CENTER OF STATE ROUTE 61 AND 18 FEET SOUTH OF A FIRE
 GB0725'HYDRANT.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0725'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED ROW
 GB0725'RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0728 ***********************************************************************
 GB0728  DESIGNATION -  ROW RM 2
 GB0728  PID         -  GB0728
 GB0728  STATE/COUNTY-  TN/ANDERSON
 GB0728  USGS QUAD   -  CLINTON (1990)
 GB0728
 GB0728                         *CURRENT SURVEY CONTROL
 GB0728  ___________________________________________________________________
 GB0728* NAD 83(1986)-  36 05 25.     (N)    084 08 28.     (W)     SCALED    
 GB0728* NAVD 88     -       254.242  (meters)     834.13   (feet)  ADJUSTED  
 GB0728  ___________________________________________________________________
 GB0728  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0728  DYNAMIC HT  -         254.010 (meters)     833.36  (feet)  COMP
 GB0728  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 GB0728
 GB0728  VERT ORDER  -  SECOND    CLASS 0
 GB0728
 GB0728.The horizontal coordinates were scaled from a topographic map and have
 GB0728.an estimated accuracy of +/- 6 seconds.
 GB0728
 GB0728.The orthometric height was determined by differential leveling
 GB0728.and adjusted by the National Geodetic Survey in June 1991..
 GB0728
 GB0728.The geoid height was determined by GEOID03.
 GB0728
 GB0728.The dynamic height is computed by dividing the NAVD 88
 GB0728.geopotential number by the normal gravity value computed on the
 GB0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0728.degrees latitude (g = 980.6199 gals.).
 GB0728
 GB0728.The modeled gravity was interpolated from observed gravity values.
 GB0728
 GB0728;                    North         East    Units  Estimated Accuracy
 GB0728;SPC TN       -   196,520.      767,400.      MT  (+/- 180 meters Scaled)
 GB0728
 GB0728                          SUPERSEDED SURVEY CONTROL
 GB0728
 GB0728  NGVD 29 (??/??/92)  254.374  (m)          834.56   (f) ADJ UNCH    2 0
 GB0728
 GB0728.Superseded values are not recommended for survey control.
 GB0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0728.See file dsdata.txt to determine how the superseded data were derived.
 GB0728
 GB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE574977(NAD 83)
 GB0728_MARKER: DR = REFERENCE MARK DISK
 GB0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0728_STAMPING: ROW RM-2 1964
 GB0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0728+STABILITY: SURFACE MOTION
 GB0728
 GB0728  HISTORY     - Date     Condition        Report By
 GB0728  HISTORY     - 1964     MONUMENTED       TNHD
 GB0728  HISTORY     - 1965     GOOD             TNHD
 GB0728
 GB0728                          STATION DESCRIPTION
 GB0728
 GB0728'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0728'1 MI SW FROM CLINTON.
 GB0728'AT THE ROW 1964 STATION SITE, 92 FEET NORTHEAST OF A CONCRETE
 GB0728'PIPE CULVERT, 49 FEET EAST OF A TWIN-TRUNKED OAK TREE AND 33
 GB0728'FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 61.
 GB0728'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0728'SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED ROW RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1406 ***********************************************************************
 FC1406  DESIGNATION -  ROWE
 FC1406  PID         -  FC1406
 FC1406  STATE/COUNTY-  TN/GRUNDY
 FC1406  USGS QUAD   -  ALTO (1947)
 FC1406
 FC1406                         *CURRENT SURVEY CONTROL
 FC1406  ___________________________________________________________________
 FC1406* NAD 83(1995)-  35 17 02.59318(N)    085 53 35.23188(W)     ADJUSTED  
 FC1406* NAVD 88     -       310.483  (meters)    1018.64   (feet)  ADJUSTED  
 FC1406  ___________________________________________________________________
 FC1406  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FC1406  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1406  DYNAMIC HT  -         310.180 (meters)    1017.65  (feet)  COMP
 FC1406  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FC1406
 FC1406  HORZ ORDER  -  SECOND
 FC1406  VERT ORDER  -  SECOND    CLASS 0
 FC1406
 FC1406.The horizontal coordinates were established by classical geodetic methods
 FC1406.and adjusted by the National Geodetic Survey in April 1999..
 FC1406
 FC1406.The orthometric height was determined by differential leveling
 FC1406.and adjusted by the National Geodetic Survey in June 1991..
 FC1406
 FC1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1406
 FC1406.The geoid height was determined by GEOID03.
 FC1406
 FC1406.The dynamic height is computed by dividing the NAVD 88
 FC1406.geopotential number by the normal gravity value computed on the
 FC1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1406.degrees latitude (g = 980.6199 gals.).
 FC1406
 FC1406.The modeled gravity was interpolated from observed gravity values.
 FC1406
 FC1406;                    North         East     Units Scale Factor Converg.
 FC1406;SPC TN       -   105,487.942   609,722.986   MT  0.99999416   +0 03 45.3
 FC1406;SPC TN       -   346,088.36  2,000,399.50   sFT  0.99999416   +0 03 45.3
 FC1406;UTM  16      - 3,905,105.932   600,656.444   MT  0.99972486   +0 38 21.9
 FC1406
 FC1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1406!SPC TN       -   0.99995580  x   0.99999416  =   0.99994996
 FC1406!UTM  16      -   0.99995580  x   0.99972486  =   0.99968067
 FC1406
 FC1406|---------------------------------------------------------------------|
 FC1406| PID    Reference Object                     Distance      Geod. Az  |
 FC1406|                                                           dddmmss.s |
 FC1406| FC1407 ROWE RM 1                            22.309 METERS 02637     |
 FC1406| FC1405 ROWE RM 2                            20.879 METERS 11840     |
 FC1406| CG6533 ROWE AZ MK                                         1684847.4 |
 FC1406|---------------------------------------------------------------------|
 FC1406
 FC1406                          SUPERSEDED SURVEY CONTROL
 FC1406
 FC1406  NAD 83(1995)-  35 17 02.59637(N)    085 53 35.23183(W) AD(       ) 2
 FC1406  NAD 83(1995)-  35 17 02.59673(N)    085 53 35.23242(W) AD(       ) 2
 FC1406  NAD 83(1995)-  35 17 02.60055(N)    085 53 35.22913(W) AD(       ) 2
 FC1406  NAD 83(1986)-  35 17 02.60186(N)    085 53 35.22802(W) AD(       ) 2
 FC1406  NAD 27      -  35 17 02.30590(N)    085 53 35.30690(W) AD(       ) 2
 FC1406  NGVD 29 (??/??/92)  310.482  (m)         1018.64   (f) ADJ UNCH    2 0
 FC1406
 FC1406.Superseded values are not recommended for survey control.
 FC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1406.See file dsdata.txt to determine how the superseded data were derived.
 FC1406
 FC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0065605106(NAD 83)
 FC1406_MARKER: DE = TRAVERSE STATION DISK
 FC1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1406_STAMPING: ROWE 1962
 FC1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1406+STABILITY: SURFACE MOTION
 FC1406
 FC1406  HISTORY     - Date     Condition        Report By
 FC1406  HISTORY     - 1962     MONUMENTED       CGS
 FC1406  HISTORY     - 1962     GOOD             CGS
 FC1406
 FC1406                          STATION DESCRIPTION
 FC1406
 FC1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1406'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF PELHAM, 4 MILES
 FC1406'NORTHWEST OF MONTEAGLE AND ON THE RIGHT OF WAY OF INTERSTATE
 FC1406'HIGHWAY 24.
 FC1406'
 FC1406'TO REACH FROM THE OVERPASS WHERE TENNESSEE STATE HIGHWAY 50 CROSSES
 FC1406'OVER THE INTERSTATE HIGHWAY 24, GO SOUTHEAST ON INTERSTATE
 FC1406'HIGHWAY 24 FOR 1.15 MILE TO THE STATION ON THE LEFT.
 FC1406'
 FC1406'THE STATION IS 57 FEET EAST OF THE NORTH BOUND TRAFFIC LANE, 50.3
 FC1406'FEET WEST OF A METAL WITNESS POST AND THE RIGHT OF WAY FENCE.
 FC1406'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1406'IS FLUSH AND IS STAMPED ROWE 1962.
 FC1406'
 FC1406'REFERENCE MARK NO. 1 IS 53.6 FEET NORTH OF A METAL WITNESS POST AND 1
 FC1406'FOOT WEST OF THE RIGHT OF WAY FENCE. IT IS A STANDARD DISK
 FC1406'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET FLUSH AND IS
 FC1406'STAMPED ROWE NO 1 1962.
 FC1406'
 FC1406'REFERENCE MARK NO. 2 IS 48.5 FEET SOUTH OF A METAL WITNESS POST AND 1
 FC1406'FOOT WEST OF THE RIGHT OF WAY FENCE. IT IS A STANDARD DISK
 FC1406'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET FLUSH AND IS
 FC1406'STAMPED ROWE NO 2 1962.
 FC1406'
 FC1406'THE AZIMUTH MARK IS A STATE OF TENNESSEE, DEPT. OF HIGHWAYS MARK SET
 FC1406'IN A DRILL HOLE IN THE WALKWAY ON THE NORTH SIDE OF AN
 FC1406'OVERPASS CROSSING THE INTERSTATE HIGHWAY. IT IS 78 FEET EAST OF THE
 FC1406'WEST END OF THE OVERPASS, 1.5 FEET NORTH OF SOUTH EDGE OF WALK
 FC1406'AND 1.5 FEET SOUTH OF NORTH EDGE OF WALK. TO REACH FROM THE STATION,
 FC1406'GO SOUTH ON THE INTERSTATE HIGHWAY FOR 0.3 MILE TO THE MARK
 FC1406'IN THE OVERPASS AS. (NOTE- NO STAMPING ON THIS DISK.)
 FC1406
 FC1406                          STATION RECOVERY (1962)
 FC1406
 FC1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1406'1.5 MI SW FROM PELHAM.
 FC1406'THE STATION IS LOCATED ABOUT 1.50 MILES SOUTHWEST OF PELHAM,
 FC1406'4 MILES NORTHWEST OF MONTEAGLE AND ON THE RIGHT OF WAY OF
 FC1406'INTERSTATE HIGHWAY 24.  TO REACH FROM THE OVERPASS WHERE TENNESSEE
 FC1406'STATE HIGHWAY 50 CROSSES OVER THE INTERSTATE HIGHWAY 24, GO SOUTHEAST
 FC1406'ON INTERSTATE HIGHWAY 24 FOR 1.15 MILES TO THE STATION ON THE
 FC1406'LEFT, 57 FEET EAST OF THE NORTHBOUND TRAFFIC LANE, 50.3 FEET WEST
 FC1406'OF A METAL WITNESS POST AND THE RIGHT OF WAY FENCE.  A STANDARD
 FC1406'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FC1406'WITH THE TOP OF THE GROUND AND IS ABOUT 3 FEET ABOVE THE LEVEL
 FC1406'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1407 ***********************************************************************
 FC1407  DESIGNATION -  ROWE RM 1
 FC1407  PID         -  FC1407
 FC1407  STATE/COUNTY-  TN/GRUNDY
 FC1407  USGS QUAD   -  ALTO (1947)
 FC1407
 FC1407                         *CURRENT SURVEY CONTROL
 FC1407  ___________________________________________________________________
 FC1407* NAD 83(1986)-  35 17 02.     (N)    085 53 35.     (W)     SCALED    
 FC1407* NAVD 88     -       310.252  (meters)    1017.89   (feet)  ADJUSTED  
 FC1407  ___________________________________________________________________
 FC1407  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1407  DYNAMIC HT  -         309.949 (meters)    1016.89  (feet)  COMP
 FC1407  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FC1407
 FC1407  VERT ORDER  -  SECOND    CLASS 0
 FC1407
 FC1407.The horizontal coordinates were scaled from a topographic map and have
 FC1407.an estimated accuracy of +/- 6 seconds.
 FC1407
 FC1407.The orthometric height was determined by differential leveling
 FC1407.and adjusted by the National Geodetic Survey in June 1991..
 FC1407
 FC1407.The geoid height was determined by GEOID03.
 FC1407
 FC1407.The dynamic height is computed by dividing the NAVD 88
 FC1407.geopotential number by the normal gravity value computed on the
 FC1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1407.degrees latitude (g = 980.6199 gals.).
 FC1407
 FC1407.The modeled gravity was interpolated from observed gravity values.
 FC1407
 FC1407;                    North         East    Units  Estimated Accuracy
 FC1407;SPC TN       -   105,470.      609,730.      MT  (+/- 180 meters Scaled)
 FC1407
 FC1407                          SUPERSEDED SURVEY CONTROL
 FC1407
 FC1407  NGVD 29 (??/??/92)  310.250  (m)         1017.88   (f) ADJ UNCH    2 0
 FC1407
 FC1407.Superseded values are not recommended for survey control.
 FC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1407.See file dsdata.txt to determine how the superseded data were derived.
 FC1407
 FC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE006050(NAD 83)
 FC1407_MARKER: DR = REFERENCE MARK DISK
 FC1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1407_STAMPING: ROWE NO 1 1962
 FC1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1407+STABILITY: SURFACE MOTION
 FC1407
 FC1407  HISTORY     - Date     Condition        Report By
 FC1407  HISTORY     - 1962     MONUMENTED       CGS
 FC1407
 FC1407                          STATION DESCRIPTION
 FC1407
 FC1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1407'1.5 MI SW FROM PELHAM.
 FC1407'AT THE ROWE STATION SITE, 73.19 FEET NORTHEAST OF THE STATION,
 FC1407'53.6 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE
 FC1407'RIGHT OF WAY FENCE.  A STANDARD REFERENCE MARK DISK SET IN THE
 FC1407'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 2
 FC1407'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1405 ***********************************************************************
 FC1405  DESIGNATION -  ROWE RM 2
 FC1405  PID         -  FC1405
 FC1405  STATE/COUNTY-  TN/GRUNDY
 FC1405  USGS QUAD   -  ALTO (1947)
 FC1405
 FC1405                         *CURRENT SURVEY CONTROL
 FC1405  ___________________________________________________________________
 FC1405* NAD 83(1986)-  35 17 02.     (N)    085 53 35.     (W)     SCALED    
 FC1405* NAVD 88     -       309.613  (meters)    1015.79   (feet)  ADJUSTED  
 FC1405  ___________________________________________________________________
 FC1405  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1405  DYNAMIC HT  -         309.311 (meters)    1014.80  (feet)  COMP
 FC1405  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FC1405
 FC1405  VERT ORDER  -  SECOND    CLASS 0
 FC1405
 FC1405.The horizontal coordinates were scaled from a topographic map and have
 FC1405.an estimated accuracy of +/- 6 seconds.
 FC1405
 FC1405.The orthometric height was determined by differential leveling
 FC1405.and adjusted by the National Geodetic Survey in June 1991..
 FC1405
 FC1405.The geoid height was determined by GEOID03.
 FC1405
 FC1405.The dynamic height is computed by dividing the NAVD 88
 FC1405.geopotential number by the normal gravity value computed on the
 FC1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1405.degrees latitude (g = 980.6199 gals.).
 FC1405
 FC1405.The modeled gravity was interpolated from observed gravity values.
 FC1405
 FC1405;                    North         East    Units  Estimated Accuracy
 FC1405;SPC TN       -   105,470.      609,730.      MT  (+/- 180 meters Scaled)
 FC1405
 FC1405                          SUPERSEDED SURVEY CONTROL
 FC1405
 FC1405  NGVD 29 (??/??/92)  309.611  (m)         1015.78   (f) ADJ UNCH    2 0
 FC1405
 FC1405.Superseded values are not recommended for survey control.
 FC1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1405.See file dsdata.txt to determine how the superseded data were derived.
 FC1405
 FC1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE006050(NAD 83)
 FC1405_MARKER: DR = REFERENCE MARK DISK
 FC1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1405_STAMPING: ROWE NO 2 1962
 FC1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1405+STABILITY: SURFACE MOTION
 FC1405
 FC1405  HISTORY     - Date     Condition        Report By
 FC1405  HISTORY     - 1962     MONUMENTED       CGS
 FC1405
 FC1405                          STATION DESCRIPTION
 FC1405
 FC1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1405'1.5 MI SW FROM PELHAM.
 FC1405'AT THE ROWE STATION SITE, 68.50 FEET SOUTHEAST OF THE STATION,
 FC1405'48.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE
 FC1405'RIGHT OF WAY FENCE.  A STANDARD REFERENCE MARK DISK SET IN THE
 FC1405'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 2.50
 FC1405'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1668 ***********************************************************************
 FC1668  DESIGNATION -  ROY RESET
 FC1668  PID         -  FC1668
 FC1668  STATE/COUNTY-  TN/MONROE
 FC1668  USGS QUAD   -  SWEETWATER (1989)
 FC1668
 FC1668                         *CURRENT SURVEY CONTROL
 FC1668  ___________________________________________________________________
 FC1668* NAD 83(1995)-  35 31 27.10662(N)    084 26 46.83504(W)     ADJUSTED  
 FC1668* NAVD 88     -       478.1    (meters)    1569.     (feet)  VERTCON   
 FC1668  ___________________________________________________________________
 FC1668  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 FC1668  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1668
 FC1668  HORZ ORDER  -  FIRST
 FC1668
 FC1668.The horizontal coordinates were established by classical geodetic methods
 FC1668.and adjusted by the National Geodetic Survey in April 1999..
 FC1668
 FC1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1668
 FC1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1668
 FC1668.The geoid height was determined by GEOID03.
 FC1668
 FC1668;                    North         East     Units Scale Factor Converg.
 FC1668;SPC TN       -   133,243.855   740,908.922   MT  0.99996294   +0 54 34.5
 FC1668;SPC TN       -   437,150.88  2,430,798.69   sFT  0.99996294   +0 54 34.5
 FC1668;UTM  16      - 3,934,176.421   731,554.697   MT  1.00026079   +1 29 04.0
 FC1668
 FC1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1668!SPC TN       -   0.99992971  x   0.99996294  =   0.99989265
 FC1668!UTM  16      -   0.99992971  x   1.00026079  =   1.00019048
 FC1668
 FC1668:                Primary Azimuth Mark                     Grid Az
 FC1668:SPC TN       -  ROY AZ MK                                012 45 14.7
 FC1668:UTM  16      -  ROY AZ MK                                012 10 45.2
 FC1668
 FC1668|---------------------------------------------------------------------|
 FC1668| PID    Reference Object                     Distance      Geod. Az  |
 FC1668|                                                           dddmmss.s |
 FC1668| CZ4542 ROY AZ MK                                          0133949.2 |
 FC1668| CZ4544 ROY RM 2                             21.277 METERS 11758     |
 FC1668| CZ4543 ROY RM 1                             10.458 METERS 34446     |
 FC1668| FC1674 SWEETWATER                          APPROX.11.6 KM 3453743.0 |
 FC1668|---------------------------------------------------------------------|
 FC1668
 FC1668                          SUPERSEDED SURVEY CONTROL
 FC1668
 FC1668  NAD 83(1995)-  35 31 27.11175(N)    084 26 46.83481(W) AD(       ) 1
 FC1668  NAD 83(1986)-  35 31 27.11664(N)    084 26 46.83287(W) AD(       ) 1
 FC1668  NAD 27      -  35 31 26.84500(N)    084 26 47.09800(W) AD(       ) 1
 FC1668  NGVD 29 (07/19/86)  478.2    (m)         1569.     (f) VERT ANG       
 FC1668
 FC1668.Superseded values are not recommended for survey control.
 FC1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1668.See file dsdata.txt to determine how the superseded data were derived.
 FC1668
 FC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3155534176(NAD 83)
 FC1668_MARKER: X = CHISELED CROSS
 FC1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1668
 FC1668  HISTORY     - Date     Condition        Report By
 FC1668  HISTORY     - 1934     MONUMENTED       CGS
 FC1668  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1668  HISTORY     - 1958     GOOD             CGS
 FC1668  HISTORY     - 1969     GOOD             CGS
 FC1668
 FC1668                          STATION DESCRIPTION
 FC1668
 FC1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1668'ABOUT 5-1/2 MILES A LITTLE EAST OF SOUTH FROM SWEETWATER, ON SUMMIT
 FC1668'OF SHARP KNOB KNOWN LOCALLY AS ROYS KNOB AND WHICH IS ONE OF
 FC1668'RANGE OF KNOBS CALLED FORK CREEK KNOBS, AT HEADS OF FORK AND
 FC1668'OOSTANAULA CREEKS. TO REACH FROM SWEETWATER, GO EAST 1/2
 FC1668'MILE ON STATE ROUTE 68 TO POINT WHERE IT TURNS SHARPLY TO LEFT AND
 FC1668'GRAVEL ROAD CONTINUES STRAIGHT AHEAD, FOLLOW GRAVEL ROAD 4.8
 FC1668'MILES TO GRAVEL ROAD ON RIGHT AND HOME OF L.D. SANDS, TURN RIGHT ONTO
 FC1668'GRAVEL ROAD, GO 0.55 MILE, TURN LEFT ONTO ROAD LEADING TO
 FC1668'HOME OF S. R. ROY AND GO THROUGH FIELD ABOUT 1 MILE TO BASE
 FC1668'OF MOST PROMINENT KNOB IN VICINITY AT END OF TRUCK TRAVEL. THENCE
 FC1668'WALK ABOUT 1/4 MILE DIRECTLY TO SUMMIT OF KNOB AND STATION,
 FC1668'16.8 FEET EAST-NORTHEAST OF 12-INCH POPLAR TREE WITH TRIANGULAR BLAZE
 FC1668'ON NORTH SIDE. SURFACE MARK IS MARBLE POST 8 INCHES SQUARE
 FC1668'AND 2-3/4 FEET LONG SET IN CEMENT AND PROJECTING 6 INCHES ABOVE
 FC1668'GROUND WITH NORTH-AND-SOUTH AND EAST-AND-WEST GROOVES AND
 FC1668'LETTERS U.S.C.S. CARVED ON TOP. UNDERGROUND MARK IS CENTER OF MOUTH
 FC1668'OF INK JUG FILLED WITH AND SET IN CEMENT IN HOLE CUT IN SOFT
 FC1668'ROCK. IN 1934 STANDARD STATION DISK WAS CEMENTED IN DRILL
 FC1668'HOLE AT INTERSECTION OF CROSS ON SURFACE MARK, AND TWO REFERENCE
 FC1668'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  REFERENCE MARK NO. 1
 FC1668'(PROBABLY STANDARD REFERENCE DISK) IS
 FC1668'IN 1-BY 2-FOOT FLAT, RED SANDSTONE ROCK, ABOUT FLUSH WITH SURFACE OF
 FC1668'GROUND ON UPPER SIDE AND PROTRUDING ABOUT 4 INCHES ON DOWNHILL
 FC1668'SIDE, 34.41 FEET FROM STATION. NO.
 FC1668'2 (PROBABLY STANDARD REFERENCE DISK) IS IN 2-FOOT SQUARE RED
 FC1668'SANDSTONE ROCK WHICH IS FLUSH WITH GROUND ON UPPER SIDE AND
 FC1668'PROTRUDES ABOUT 1 FOOT ON LOWER SIDE, 69.85 FEET FROM STATION
 FC1668'AZIMUTH MARK IS STANDARD REFERENCE
 FC1668'DISK CEMENTED IN DRILL HOLE IN EAST ONE OF THREE OLD MILL STONES IN
 FC1668'CREEK BOTTOM PASTURE JUST EAST OF SMALL SPRING HOUSE AND
 FC1668'NORTH OF MR. SANDS HOME, ABOUT 20 FEET SOUTH OF SMALL STREAM, 40
 FC1668'FEET SOUTH OF EAST-AND-WEST GRAVEL ROAD, 120 FEET WEST OF
 FC1668'NORTH-AND-SOUTH GRAVEL ROAD (THESE ROADS LEADING TO STATION), AND
 FC1668'ABOUT 1 MILE FROM STATION.
 FC1668
 FC1668                          STATION RECOVERY (1958)
 FC1668
 FC1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1668'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FC1668'THE BLAZED POPLAR TREE AT THE STATION IS GONE. THE
 FC1668'REFERENCE DIRECTIONS TO AZIMUTH MARK WERE FOUND IN ERROR. THE HOME OF
 FC1668'S.R. ROY IS GONE. A COMPLETE NEW DESCRIPTION FOLLOWS.
 FC1668'
 FC1668'THE STATION IS LOCATED ON A PROMINENT WOODED KNOB ABOUT 5-1/2 MILES
 FC1668'SOUTH OF SWEETWATER. IT IS ABOUT 8 FEET NORTHEAST OF A
 FC1668'FENCE CORNER AND HAS A STEEL POST WITH A T.V.A. CONTROL MARKER SIGN
 FC1668'SET AT THE NORTH EDGE OF THE MARK. THE MARK IS AN 8 INCH
 FC1668'SQUARE MARBLE POST PROJECTING ABOUT 6 INCHES WITH NORTH-SOUTH AND
 FC1668'EASTWEST GROOVES AND THE LETTERS U.S.C.S. CARVED IN THE
 FC1668'TOP. A STANDARD STATION MARK DISK IS CEMENTED IN A DRILLHOLE AT THE
 FC1668'INTERSECTION OF THE GROOVES AND IS STAMPED ROY 1934.
 FC1668'
 FC1668'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1668'HIGHWAY 68 IN SWEETWATER, GO SOUTH ON HIGHWAY 68 FOR 0.5 MILE
 FC1668'TO A SHARP LEFT TURN. CONTINUE SOUTH ON A PAVED ROAD FOR 4.8 MILES TO
 FC1668'A PAVED ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT. TURN
 FC1668'RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.5 MILE TO AN ABANDONED FARM
 FC1668'LANE LEFT AND A GRAVELED ROAD RIGHT AND END OF TRUCK TRAVEL.
 FC1668'PACK SOUTH FROM HERE TO THE TOP OF THE HIGHEST KNOB AND THE
 FC1668'STATION, ABOUT 1-1/2 MILES.
 FC1668'
 FC1668'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ROY NO 1 1934,
 FC1668'CEMENTED IN A DRILL-HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND.
 FC1668'IT IS 34.41 FEET FROM THE STATION. (1934
 FC1668'DISTANCE.
 FC1668'
 FC1668'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ROY NO 2 1934,
 FC1668'CEMENTED IN A DRILL-HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 FC1668'GROUND. IT IS 69.85 FEET FROM THE STATION  (1934 DISTANCE ).
 FC1668'
 FC1668'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED ROY AZI.
 FC1668'1934, CEMENTED IN A DRILLHOLE IN AN OLD MILL STONE.  IT IS ABOUT 400
 FC1668'FEET EAST OF A FARM HOUSE, ABOUT 60 FEET SOUTHEAST OF A SPRING HOUSE
 FC1668'AND ABOUT 125 FEET NORTH OF A PAVED ROAD. IT IS ABOUT 1 MILE
 FC1668'FROM THE STATION
 FC1668'(1934 DISTANCE ).
 FC1668
 FC1668                          STATION RECOVERY (1969)
 FC1668
 FC1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC1668'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 AND
 FC1668'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN APPARENT GOOD
 FC1668'CONDITION. DUE TO A NOTICE FROM THE TENNESSEE HIGHWAY DEPARTMENT
 FC1668'DISTRICT NO. 1 GEODETIC SECTION, THE STATION WAS OCCUPIED TO
 FC1668'DETERMINE IF AN APPARENT AND LARGE DISCREPANCY AS NOTED BY THIS UNIT,
 FC1668'DID EXIST IN THE DIRECTION OF THE AZIMUTH MARK. SWEETWATER
 FC1668'1934 WAS USED AS THE INITIAL AND THE ANGLES OBSERVED TO THE AZIMUTH
 FC1668'MARK, BURG 1969 (TNHD) AND THE REFERENCE MARKS. A DISCREPANCY OF PLUS
 FC1668'02 DEG 57 MIN 37.1 SEC WAS NOTED BETWEEN THE PRESENT OBS AND THE
 FC1668'1934 OBSERVATIONS ON THE AZIMUTH MARK, AND MINUS 00 DEG 02 MIN 44.1
 FC1668'SEC ON REFERENCE MARK NO. 1, WHILE RM NO. 2 CHECKED FLAT. THE
 FC1668'FOLLOWING DISCREPANCIES WERE NOTED IN THE HORIZONTAL DISTANCE
 FC1668'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARK MINUS 0.10
 FC1668'OF A FOOT FOR REFERENCE MARK NO 1 AND PLUS 0.04 MIN OF A FT FOR
 FC1668'REFERENCE MARK NO 2.
 FC1668'
 FC1668'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1668'
 FC1668'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF SWEETWATER ON THE
 FC1668'SUMMIT OF A ROCKY, HEAVILY TIMBERED KNOLL KNOWN LOCALLY AS
 FC1668'ROYS KNOB AND WHICH IS ONE OF THE RANGE OF KNOBS CALLED FORK CREEK
 FC1668'KNOBS, AND ON THE PROPERTY OF MR. S. R. ROY.
 FC1668'
 FC1668'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO
 FC1668'SOUTH-WEST ON U. S. HIGHWAY 11E FOR 0.25 OF A MILE TO STATE
 FC1668'ROUTE 68. HERE TURN LEFT AND GO SOUTHEASTERLY AND SOUTH ON STATE
 FC1668'ROUTE 68 FOR 0.5 OF A MILE TO WHERE STATE ROUTE 68 BEARS LEFT
 FC1668'AND CRAIGHEAD ROAD CONTINUES STRAIGHT AHEAD. HERE CONTINUE SOUTH AND
 FC1668'SOUTHEASTERLY ON CRAIGHEAD ROAD FOR 4.5 MILES TO THE
 FC1668'CHRISTIANBURG BAPTIST CHURCH ON THE LEFT AND BURG 1969 (TNHD) AS
 FC1668'DESCRIBED. HERE CONTINUE SOUTHERLY ON CRAIGHEAD FOR 0.25 OF A
 FC1668'MILE TO THE T INTERSECTION OF ROCKVILLE ROAD ON THE LEFT AND THE
 FC1668'AZIMUTH MARK ON THE RIGHT AS DESCRIBED. HERE CONTINUE
 FC1668'SOUTHEASTERLY AND EAST ON CRAIGHEAD ROAD TO THE ENTRANCE INTO THE
 FC1668'CRAIGHEAD CAVERNS ON THE LEFT, CONTINUE SOUTHEASTERLY ON
 FC1668'CRAIGHEAD ROAD FOR 0.35 OF A MILE TO A LOG CABIN STORE
 FC1668'BUILDING ON THE RIGHT AND A GRADED ROAD RIGHT. HERE TURN RIGHT ON THE
 FC1668'GRADED ROAD AND GO SOUTH-WESTERLY FOR 0.45 OF A MILE TO A
 FC1668'SHARP CURVE LEFT AND A LOCKED, WOODEN GATE STRAIGHT AHEAD. PASS
 FC1668'THROUGH THIS WOODEN GATE (KEY CAN BE OBTAINED FROM MR. ROY)
 FC1668'AND GO WESTERLY ON A TRACK ROAD FOR 0.2 OF A MILE UP A DRAW TO A BARN
 FC1668'ON THE LEFT AND AN ABANDONED FARM HOUSE ON THE RIGHT ABOUT
 FC1668'500 FEET, CONTINUE WEST ON THE
 FC1668'TRACK ROAD FOR 0.5 OF A MILE TO THE EAST EDGE OF A CLEARING,
 FC1668'CONTINUE WESTERLY ACROSS THE CLEARING FOR 0.1 OF A MILE TO
 FC1668'THE EAST EDGE OF A WOODS AT AN OLD FENCE LINE AND E.T.T. FOR
 FC1668'CONVENTIONAL VEHICLES. *HERE PICK WAY UP VERY STEEP AND ROCKY
 FC1668'WOODS ROAD WESTERLY AND NORTHERLY FOR 0.4 OF A MILE TO A POINT AT TOP
 FC1668'OF KNOLL NEAR THE END OF A RIDGE AND THE STATION
 FC1668'
 FC1668'*IN DRY WEATHER IT IS POSSIBLE WITH A SMALL FOUR-WHEEL DRIVE VEHICLE
 FC1668'(SUCH AS A JEEP) TO DRIVE THIS LAST 0.4 OF A MILE WITH
 FC1668'DIFFICULTY.
 FC1668'
 FC1668'THE STATION IS 23 FEET NORTH OF A 16-INCH, TRIANGLE BLAZED TULIP
 FC1668'POPLAR TREE, 18.5 FEET EAST OF A 12-INCH, TRIANGLE BLAZED TULIP
 FC1668'POPLAR TREE, 16.5 FEET WEST OF AN 18-INCH, TRIANGLE BLAZED TULIP
 FC1668'POPLAR TREE, 10.5 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED
 FC1668'BLACK LOCUST TREE, 3.6 FEET WEST OF A METAL WITNESS POST AND SIGN,
 FC1668'AND 2.6 FEET NORTH OF AN OLD T FENCE CORNER POST. IT IS A
 FC1668'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN 8-INCH SQUARE
 FC1668'MARBLE POST WITH NORTH-SOUTH AND EAST-WEST GROOVES AND THE
 FC1668'LETTERS U.S.G.S. CARVED IN THE TOP. THE DISK IS SET AT THE
 FC1668'INTERSECTION OF THE GROOVES AND THE POST PROJECTS 10 INCHES. THE DISK
 FC1668'IS STAMPED ROY 1934.
 FC1668'
 FC1668'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF A FENCE, 26 FEET
 FC1668'NORTH-NORTHWEST OF A 12-INCH BLACK LOCUST TREE, ABOUT 5 FEET BELOW
 FC1668'THE ELEVATION OF THE STATION, AND ON THE NORTH SLOPE OF THE KNOLL
 FC1668'WHERE IT BREAKS SHARPLY DOWNWARD. IT IS A STANDARD DISK
 FC1668'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 FC1668'STAMPED ROY NO 1 1934.
 FC1668'
 FC1668'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF AN OLD FENCE, 14 FEET
 FC1668'EAST OF A 16-INCH, TWIN TRUNKED TULIP POPLAR TREE, ABOUT 10 FEET
 FC1668'BELOW THE ELEVATION OF THE STATION, AND ON THE SOUTH SLOPE OF THE
 FC1668'KNOLL. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1668'BEDROCK AND THE DISK IS STAMPED ROY NO 2 1934.
 FC1668'
 FC1668'DUE TO ROCKY RIDGE AND DIFFERENCE IN ELEVATION BETWEEN THE REFERENCE
 FC1668'MARKS, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 FC1668'
 FC1668'THE AZIMUTH MARK IS LOCATED ABOUT 1.0 MILE NORTH OF THE STATION ON
 FC1668'THE PROPERTY OF THE L. D. SANDS ESTATE, 120 FEET SOUTH OF
 FC1668'THE APPROXIMATE CENTER OF NEW PROPOSED STATE ROUTE 68, 88 FEET SOUTH
 FC1668'OF GUYED UTILITY POLE NO 50, 55 FEET WEST OF THE APPROXIMATE
 FC1668'CENTER OF CRAIGHEAD ROAD, 54 FEET SOUTH-SOUTHEAST OF A 30-INCH ELM
 FC1668'TREE, AND 4 FEET SOUTH OF A METAL WITNESS POST AND SIGN. IT
 FC1668'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 FC1668'SOUTH ONE OF TWO LARGE MILLSTONES ABOUT FLUSH WITH THE SURROUNDING
 FC1668'SURFACE AND THE DISK IS STAMPED ROY AZI 1934.
 FC1668'
 FC1668'BURG 1969 (TNHD) IS 107 FEET SOUTH-SOUTHEAST OF THE STEPS LEADING
 FC1668'INTO THE EAST ENTRANCE OF THE CHRISTIANBURG BAPTIST
 FC1668'CHURCH, 52.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE SHERLIN FAMILY
 FC1668'GRAVE HEADSTONE, 39.3 FEET WEST OF THE CENTER OF THE LOWRY
 FC1668'FAMILY GRAVE HEADSTONE, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC1668'THE CHURCH DRIVEWAY, AND 2 FEET SOUTHWEST OF A 6-INCH MAPLE
 FC1668'TREE, AND NEAR THE WEST EDGE OF A SMALL CEMETERY. IT IS A TENNESSEE
 FC1668'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 FC1668'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BURG
 FC1668'1969 (TNHD). DOUBLE TELLUROMETER MEASURED LENGTHS WERE
 FC1668'DETERMINED FROM THIS MARK TO STATION ROY 1887 1934 AND WHEN
 FC1668'REDUCED THE HORIZONTAL DISTANCE WAS 5,718.729 FEET. THIS MARK WILL
 FC1668'SERVE AS AN ADDITIONAL AZIMUTH MARK FOR STATION ROY 1887
 FC1668'1934.
 FC1668'
 FC1668'NOTE-DOUBLE TELLUROMETER MEASURED LENGTHS WERE ALSO DETERMINED FROM
 FC1668'STATION ROY 1887 1934 TO THE ROY 1934 AZIMUTH MARK AND WHEN
 FC1668'REDUCED THE HORIZONTAL DISTANCE WAS 4,877.782 FEET.
 FC1668'
 FC1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 5-1/2 MILES
 FC1668'SOUTH OF SWEETWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0569 ***********************************************************************
 FD0569  DESIGNATION -  ROYAL
 FD0569  PID         -  FD0569
 FD0569  STATE/COUNTY-  TN/MAURY
 FD0569  USGS QUAD   -  RALLY HILL (1981)
 FD0569
 FD0569                         *CURRENT SURVEY CONTROL
 FD0569  ___________________________________________________________________
 FD0569* NAD 83(1995)-  35 44 03.45529(N)    086 52 25.57155(W)     ADJUSTED  
 FD0569* NAVD 88     -       234.405  (meters)     769.04   (feet)  ADJUSTED  
 FD0569  ___________________________________________________________________
 FD0569  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FD0569  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD0569  DYNAMIC HT  -         234.198 (meters)     768.36  (feet)  COMP
 FD0569  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 FD0569
 FD0569  HORZ ORDER  -  SECOND
 FD0569  VERT ORDER  -  SECOND    CLASS 0
 FD0569
 FD0569.The horizontal coordinates were established by classical geodetic methods
 FD0569.and adjusted by the National Geodetic Survey in April 1999..
 FD0569
 FD0569.The orthometric height was determined by differential leveling
 FD0569.and adjusted by the National Geodetic Survey in June 1991..
 FD0569
 FD0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0569
 FD0569.The geoid height was determined by GEOID03.
 FD0569
 FD0569.The dynamic height is computed by dividing the NAVD 88
 FD0569.geopotential number by the normal gravity value computed on the
 FD0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0569.degrees latitude (g = 980.6199 gals.).
 FD0569
 FD0569.The modeled gravity was interpolated from observed gravity values.
 FD0569
 FD0569;                    North         East     Units Scale Factor Converg.
 FD0569;SPC TN       -   155,787.861   520,959.269   MT  0.99994991   -0 30 41.5
 FD0569;SPC TN       -   511,114.01  1,709,180.54   sFT  0.99994991   -0 30 41.5
 FD0569;UTM  16      - 3,954,485.675   511,414.865   MT  0.99960161   +0 04 25.4
 FD0569
 FD0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0569!SPC TN       -   0.99996764  x   0.99994991  =   0.99991755
 FD0569!UTM  16      -   0.99996764  x   0.99960161  =   0.99956926
 FD0569
 FD0569:                Primary Azimuth Mark                     Grid Az
 FD0569:SPC TN       -  DUPLEX AZ MK                             019 53 23.1
 FD0569:UTM  16      -  DUPLEX AZ MK                             019 18 16.2
 FD0569
 FD0569|---------------------------------------------------------------------|
 FD0569| PID    Reference Object                     Distance      Geod. Az  |
 FD0569|                                                           dddmmss.s |
 FD0569| FD0566 DUPLEX AZ MK                        APPROX. 2.1 KM 0192241.6 |
 FD0569| FD0568 ROYAL RM 1                           10.398 METERS 09227     |
 FD0569| FD0570 ROYAL RM 2                           10.092 METERS 17055     |
 FD0569|---------------------------------------------------------------------|
 FD0569
 FD0569                          SUPERSEDED SURVEY CONTROL
 FD0569
 FD0569  NAD 83(1995)-  35 44 03.45771(N)    086 52 25.57297(W) AD(       ) 2
 FD0569  NAD 83(1986)-  35 44 03.46606(N)    086 52 25.57317(W) AD(       ) 2
 FD0569  NAD 27      -  35 44 03.22050(N)    086 52 25.57370(W) AD(       ) 2
 FD0569  NGVD 29 (??/??/92)  234.379  (m)          768.96   (f) ADJ UNCH    2 0
 FD0569
 FD0569.Superseded values are not recommended for survey control.
 FD0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0569.See file dsdata.txt to determine how the superseded data were derived.
 FD0569
 FD0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1141554486(NAD 83)
 FD0569_MARKER: DE = TRAVERSE STATION DISK
 FD0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0569_STAMPING: ROYAL 1960
 FD0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0569
 FD0569  HISTORY     - Date     Condition        Report By
 FD0569  HISTORY     - 1960     MONUMENTED       CGS
 FD0569  HISTORY     - 1960     GOOD             CGS
 FD0569
 FD0569                          STATION DESCRIPTION
 FD0569
 FD0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0569'THE STATION IS LOCATED IN PASTURE LAND ON THE HARRY BOLTON PROPERTY,
 FD0569'ABOUT 3 MILES SOUTHEAST
 FD0569'OF SPRING HILL AND ABOUT 300 YARDS NORTH OR THE
 FD0569'BOLTON FARM HOUSE.
 FD0569'
 FD0569'TO REACH FROM THE POST OFFICE IN SPRING HILL, GO NORTH ON U S HIGHWAY
 FD0569'NO 31 FOR 0.1 MILE TO A
 FD0569'TRAFFIC LIGHT AND DUPLEX ROAD TO THE RIGHT, TURN RIGHT,
 FD0569'EAST, FOR 1.4 MILES TO PORT
 FD0569'ROYAL TO THE RIGHT.  HERE TURN RIGHT,
 FD0569'SOUTH, FOR 2.2 MILES TO A FORK AND GATE
 FD0569'STRAIGHT AHEAD, TAKE LEFT
 FD0569'FORK, EAST, FOR 0.6 MILE TO A GATE ON THE LEFT, TURN LEFT,
 FD0569'NORTH, THROUGH
 FD0569'GATE FOR 0.5 MILE TO THE BOLTON RESIDENCE AND FARM BUILDINGS.
 FD0569'PASS TO THE WEST OF THE
 FD0569'BARN AND PACK NORTH ACROSS PASTURE LAND FOR
 FD0569'ABOUT 300 YARDS TO THE STATION.
 FD0569'
 FD0569'THE MARK IS 4.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET
 FD0569'SOUTH OF AN EAST-WEST
 FD0569'FENCE.  IT IS A STANDARD TRIANGULATION STATION DISK BRAZED
 FD0569'TO THE TOP OF A GALVANIZED
 FD0569'PIPE, PROJECTS 4 INCHES AND IS STAMPED
 FD0569'ROYAL 1960.
 FD0569'
 FD0569'REFERENCE MARK NO 1 IS 7 INCHES SOUTH OF AN EAST-WEST FENCE.  IT IS A
 FD0569'STANDARD DISK BRAZED TO THE
 FD0569'TOP OF A GALVANIZED PIPE WHICH PROJECTS 3 INCHES
 FD0569'AND IS STAMPED ROYAL NO 1 1960.
 FD0569'
 FD0569'REFERENCE MARK NO 2 IS 31 FEET SOUTH OF AN EAST-WEST FENCE.  IT IS A
 FD0569'STANDARD DISK BRAZED TO
 FD0569'THE TOP OF A GALVANIZED PIPE WHICH PROJECTS 2 INCHES
 FD0569'AND IS STAMPED ROYAL NO 2 1960.
 FD0569'
 FD0569'DUPLEX AZIMUTH MARK WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0569'THEREOF.
 FD0569
 FD0569                          STATION RECOVERY (1960)
 FD0569
 FD0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0569'4.9 MI SE FROM SPRING HILL.
 FD0569'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0569'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0569'31, THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 1.3 MILES SOUTH ON
 FD0569'INTERSTATE HIGHWAY 65.  THE STATION IS ABOUT 300 FT. EAST OF
 FD0569'THE CENTER OF INTERSTATE HIGHWAY ON THE HIGHEST POINT OF A HILL,
 FD0569'2.1 FT. SOUTH OF A FENCE AND 4.5 FT. SOUTHEAST OF A WITNESS SIGN.
 FD0569'THE DISK IS BRAZED TO THE TOP OF A GALVANIZED PIPE THAT PROJECTS
 FD0569'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2533 ***********************************************************************
 GB2533  DESIGNATION -  ROYAL
 GB2533  PID         -  GB2533
 GB2533  STATE/COUNTY-  TN/CAMPBELL
 GB2533  USGS QUAD   -  IVYDELL (1973)
 GB2533
 GB2533                         *CURRENT SURVEY CONTROL
 GB2533  ___________________________________________________________________
 GB2533* NAD 83(1995)-  36 23 04.29809(N)    084 14 34.78551(W)     ADJUSTED  
 GB2533* NAVD 88     -       696.1    (meters)    2284.     (feet)  VERTCON   
 GB2533  ___________________________________________________________________
 GB2533  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 GB2533  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB2533
 GB2533  HORZ ORDER  -  SECOND
 GB2533
 GB2533.The horizontal coordinates were established by classical geodetic methods
 GB2533.and adjusted by the National Geodetic Survey in April 1999..
 GB2533
 GB2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2533
 GB2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2533
 GB2533.The geoid height was determined by GEOID03.
 GB2533
 GB2533;                    North         East     Units Scale Factor Converg.
 GB2533;SPC TN       -   228,997.327   757,635.993   MT  0.99999446   +1 01 43.0
 GB2533;SPC TN       -   751,302.06  2,485,677.42   sFT  0.99999446   +1 01 43.0
 GB2533;UTM  16      - 4,030,130.563   747,298.848   MT  1.00035357   +1 38 10.6
 GB2533
 GB2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2533!SPC TN       -   0.99989540  x   0.99999446  =   0.99988986
 GB2533!UTM  16      -   0.99989540  x   1.00035357  =   1.00024894
 GB2533
 GB2533|---------------------------------------------------------------------|
 GB2533| PID    Reference Object                     Distance      Geod. Az  |
 GB2533|                                                           dddmmss.s |
 GB2533| DC3164 ROYAL RM 1                           23.600 METERS 06439     |
 GB2533| DC3165 ROYAL RM 2                           17.891 METERS 14744     |
 GB2533| GB2576 HACKLE                              APPROX. 7.2 KM 3120735.6 |
 GB2533|---------------------------------------------------------------------|
 GB2533
 GB2533                          SUPERSEDED SURVEY CONTROL
 GB2533
 GB2533  NAD 83(1995)-  36 23 04.29959(N)    084 14 34.78820(W) AD(       ) 2
 GB2533  NAD 83(1995)-  36 23 04.30483(N)    084 14 34.78960(W) AD(       ) 2
 GB2533  NAD 83(1986)-  36 23 04.30825(N)    084 14 34.78721(W) AD(       ) 2
 GB2533  NAD 27      -  36 23 04.01630(N)    084 14 35.04230(W) AD(       ) 2
 GB2533  NGVD 29 (07/19/86)  696.2    (m)         2284.     (f) VERT ANG       
 GB2533
 GB2533.Superseded values are not recommended for survey control.
 GB2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2533.See file dsdata.txt to determine how the superseded data were derived.
 GB2533
 GB2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4729930131(NAD 83)
 GB2533_MARKER: DS = TRIANGULATION STATION DISK
 GB2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2533
 GB2533  HISTORY     - Date     Condition        Report By
 GB2533  HISTORY     - 1961     MONUMENTED       CGS
 GB2533
 GB2533                          STATION DESCRIPTION
 GB2533
 GB2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2533'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF CARYVILLE AND ABOUT 7
 GB2533'MILES WEST OF LA FOLLETTE
 GB2533'ON LITTLE CUMBERLAND MOUNTAIN.
 GB2533'
 GB2533'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2533'HIGHWAY 63 IN THE EASTERN
 GB2533'PART OF CARYVILLE, GO NORTHWEST ON STATE HIGHWAY 63
 GB2533'FOR 7.7 MILES TO A SIDE ROAD ON THE
 GB2533'RIGHT JUST BEFORE REACHING A
 GB2533'CONCRETE BRIDGE OVER TITUS CREEK, TURN RIGHT AND GO
 GB2533'0.5 MILE TO A T
 GB2533'JUNCTION JUST AFTER CROSSING A BRIDGE, TURN RIGHT AND GO 1.1 MILES TO
 GB2533'A FORK, KEEP LEFT
 GB2533'ON THE MAIN ROAD AND GO 1.45 MILES TO A SIDE ROAD
 GB2533'ON THE LEFT AT A STRIP MINE, TURN
 GB2533'LEFT AND GO 0.8 MILE TO A FORK,
 GB2533'TURN SHARP LEFT AND GO 0.1 MILE TO THE STATION.
 GB2533'
 GB2533'THE STATION IS 24 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2.0
 GB2533'FEET SOUTH OF A WITNESS
 GB2533'POST IN THE CENTER OF AN OLD TRACK ROAD, FLUSH, AND IS
 GB2533'STAMPED ROYAL 1961.
 GB2533'
 GB2533'REFERENCE MARK NO. 1 IS 11 FEET SOUTH OF A TRACK ROAD.  IT IS A
 GB2533'STANDARD DISK, FLUSH, AND
 GB2533'IS STAMPED ROYAL NO 1 1961.
 GB2533'
 GB2533'REFERENCE MARK NO. 2 IS A STANDARD DISK, FLUSH, AND IS STAMPED ROYAL
 GB2533'NO 2 1961.
 GB2533'
 GB2533'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0568 ***********************************************************************
 FD0568  DESIGNATION -  ROYAL RM 1
 FD0568  PID         -  FD0568
 FD0568  STATE/COUNTY-  TN/MAURY
 FD0568  USGS QUAD   -  RALLY HILL (1981)
 FD0568
 FD0568                         *CURRENT SURVEY CONTROL
 FD0568  ___________________________________________________________________
 FD0568* NAD 83(1986)-  35 44 03.     (N)    086 52 25.     (W)     SCALED    
 FD0568* NAVD 88     -       233.852  (meters)     767.23   (feet)  ADJUSTED  
 FD0568  ___________________________________________________________________
 FD0568  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD0568  DYNAMIC HT  -         233.645 (meters)     766.55  (feet)  COMP
 FD0568  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 FD0568
 FD0568  VERT ORDER  -  SECOND    CLASS 0
 FD0568
 FD0568.The horizontal coordinates were scaled from a topographic map and have
 FD0568.an estimated accuracy of +/- 6 seconds.
 FD0568
 FD0568.The orthometric height was determined by differential leveling
 FD0568.and adjusted by the National Geodetic Survey in June 1991..
 FD0568
 FD0568.The geoid height was determined by GEOID03.
 FD0568
 FD0568.The dynamic height is computed by dividing the NAVD 88
 FD0568.geopotential number by the normal gravity value computed on the
 FD0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0568.degrees latitude (g = 980.6199 gals.).
 FD0568
 FD0568.The modeled gravity was interpolated from observed gravity values.
 FD0568
 FD0568;                    North         East    Units  Estimated Accuracy
 FD0568;SPC TN       -   155,770.      520,970.      MT  (+/- 180 meters Scaled)
 FD0568
 FD0568                          SUPERSEDED SURVEY CONTROL
 FD0568
 FD0568  NGVD 29 (??/??/92)  233.826  (m)          767.14   (f) ADJ UNCH    2 0
 FD0568
 FD0568.Superseded values are not recommended for survey control.
 FD0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0568.See file dsdata.txt to determine how the superseded data were derived.
 FD0568
 FD0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114544(NAD 83)
 FD0568_MARKER: DR = REFERENCE MARK DISK
 FD0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0568_STAMPING: ROYAL NO 1 1960
 FD0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0568
 FD0568  HISTORY     - Date     Condition        Report By
 FD0568  HISTORY     - 1960     MONUMENTED       CGS
 FD0568
 FD0568                          STATION DESCRIPTION
 FD0568
 FD0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0568'4.9 MI SE FROM SPRING HILL.
 FD0568'THIS MARK IS LOCATED AT THE ROYAL 1960 STATION SITE, 34.1
 FD0568'FT. EAST OF THE STATION MARK AND 0.5 FT. SOUTH OF A FENCE.
 FD0568'THE DISK IS BRAZED TO THE TOP OF A GALVANIZED PIPE THAT PROJECTS
 FD0568'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0570 ***********************************************************************
 FD0570  DESIGNATION -  ROYAL RM 2
 FD0570  PID         -  FD0570
 FD0570  STATE/COUNTY-  TN/MAURY
 FD0570  USGS QUAD   -  RALLY HILL (1981)
 FD0570
 FD0570                         *CURRENT SURVEY CONTROL
 FD0570  ___________________________________________________________________
 FD0570* NAD 83(1986)-  35 44 03.     (N)    086 52 25.     (W)     SCALED    
 FD0570* NAVD 88     -       233.863  (meters)     767.27   (feet)  ADJUSTED  
 FD0570  ___________________________________________________________________
 FD0570  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD0570  DYNAMIC HT  -         233.656 (meters)     766.59  (feet)  COMP
 FD0570  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 FD0570
 FD0570  VERT ORDER  -  SECOND    CLASS 0
 FD0570
 FD0570.The horizontal coordinates were scaled from a topographic map and have
 FD0570.an estimated accuracy of +/- 6 seconds.
 FD0570
 FD0570.The orthometric height was determined by differential leveling
 FD0570.and adjusted by the National Geodetic Survey in June 1991..
 FD0570
 FD0570.The geoid height was determined by GEOID03.
 FD0570
 FD0570.The dynamic height is computed by dividing the NAVD 88
 FD0570.geopotential number by the normal gravity value computed on the
 FD0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0570.degrees latitude (g = 980.6199 gals.).
 FD0570
 FD0570.The modeled gravity was interpolated from observed gravity values.
 FD0570
 FD0570;                    North         East    Units  Estimated Accuracy
 FD0570;SPC TN       -   155,770.      520,970.      MT  (+/- 180 meters Scaled)
 FD0570
 FD0570                          SUPERSEDED SURVEY CONTROL
 FD0570
 FD0570  NGVD 29 (??/??/92)  233.837  (m)          767.18   (f) ADJ UNCH    2 0
 FD0570
 FD0570.Superseded values are not recommended for survey control.
 FD0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0570.See file dsdata.txt to determine how the superseded data were derived.
 FD0570
 FD0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114544(NAD 83)
 FD0570_MARKER: DR = REFERENCE MARK DISK
 FD0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0570_STAMPING: ROYAL NO 2 1960
 FD0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0570
 FD0570  HISTORY     - Date     Condition        Report By
 FD0570  HISTORY     - 1960     MONUMENTED       CGS
 FD0570
 FD0570                          STATION DESCRIPTION
 FD0570
 FD0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0570'4.9 MI SE FROM SPRING HILL.
 FD0570'THIS MARK IS LOCATED AT THE ROYAL 1960 STATION SITE, 33.1 FT.
 FD0570'SOUTH OF THE STATION MARK AND 31 FT. SOUTH OF A FENCE.  THE
 FD0570'DISK IS BRAZED TO THE TOP OF A GALVANIZED PIPE THAT PROJECTS
 FD0570'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0614 ***********************************************************************
 GA0614  DESIGNATION -  RPWI
 GA0614  PID         -  GA0614
 GA0614  STATE/COUNTY-  TN/UNICOI
 GA0614  USGS QUAD   -  UNICOI (1978)
 GA0614
 GA0614                         *CURRENT SURVEY CONTROL
 GA0614  ___________________________________________________________________
 GA0614* NAD 83(1986)-  36 10 57.     (N)    082 15 26.     (W)     SCALED    
 GA0614* NAVD 88     -       725.294  (meters)    2379.57   (feet)  ADJUSTED  
 GA0614  ___________________________________________________________________
 GA0614  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA0614  DYNAMIC HT  -         724.560 (meters)    2377.16  (feet)  COMP
 GA0614  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 GA0614
 GA0614  VERT ORDER  -  SECOND    CLASS 0
 GA0614
 GA0614.The horizontal coordinates were scaled from a topographic map and have
 GA0614.an estimated accuracy of +/- 6 seconds.
 GA0614
 GA0614.The orthometric height was determined by differential leveling
 GA0614.and adjusted by the National Geodetic Survey in June 1991..
 GA0614
 GA0614.The geoid height was determined by GEOID03.
 GA0614
 GA0614.The dynamic height is computed by dividing the NAVD 88
 GA0614.geopotential number by the normal gravity value computed on the
 GA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0614.degrees latitude (g = 980.6199 gals.).
 GA0614
 GA0614.The modeled gravity was interpolated from observed gravity values.
 GA0614
 GA0614;                    North         East    Units  Estimated Accuracy
 GA0614;SPC TN       -   211,600.      936,590.      MT  (+/- 180 meters Scaled)
 GA0614
 GA0614                          SUPERSEDED SURVEY CONTROL
 GA0614
 GA0614  NGVD 29 (??/??/92)  725.383  (m)         2379.86   (f) ADJ UNCH    2 0
 GA0614
 GA0614.Superseded values are not recommended for survey control.
 GA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0614.See file dsdata.txt to determine how the superseded data were derived.
 GA0614
 GA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869049(NAD 83)
 GA0614_MARKER: DD = SURVEY DISK
 GA0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0614_STAMPING: RPWI 1934
 GA0614_MARK LOGO: USGS  
 GA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0614+STABILITY: SURFACE MOTION
 GA0614
 GA0614  HISTORY     - Date     Condition        Report By
 GA0614  HISTORY     - 1934     MONUMENTED       USGS
 GA0614  HISTORY     - 1935     GOOD             NGS
 GA0614
 GA0614                          STATION DESCRIPTION
 GA0614
 GA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0614'AT LIMESTONE COVE.
 GA0614'AT LIMESTONE COVE, UNICOI COUNTY, ON THE UNICOI ROAD, 17 YARDS
 GA0614'SOUTHWEST OF THE HORACE BLEVINS STORE, 36 FEET SOUTHWEST OF THE
 GA0614'CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE, AND 3 FEET HIGHER
 GA0614'THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GA0614'STAMPED RPWI 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0615 ***********************************************************************
 GA0615  DESIGNATION -  RPWI RM
 GA0615  PID         -  GA0615
 GA0615  STATE/COUNTY-  TN/UNICOI
 GA0615  USGS QUAD   -  UNICOI (1978)
 GA0615
 GA0615                         *CURRENT SURVEY CONTROL
 GA0615  ___________________________________________________________________
 GA0615* NAD 83(1986)-  36 10 57.     (N)    082 15 27.     (W)     SCALED    
 GA0615* NAVD 88     -       726.408  (meters)    2383.22   (feet)  ADJUSTED  
 GA0615  ___________________________________________________________________
 GA0615  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA0615  DYNAMIC HT  -         725.672 (meters)    2380.81  (feet)  COMP
 GA0615  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 GA0615
 GA0615  VERT ORDER  -  SECOND    CLASS 0
 GA0615
 GA0615.The horizontal coordinates were scaled from a topographic map and have
 GA0615.an estimated accuracy of +/- 6 seconds.
 GA0615
 GA0615.The orthometric height was determined by differential leveling
 GA0615.and adjusted by the National Geodetic Survey in June 1991..
 GA0615
 GA0615.The geoid height was determined by GEOID03.
 GA0615
 GA0615.The dynamic height is computed by dividing the NAVD 88
 GA0615.geopotential number by the normal gravity value computed on the
 GA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0615.degrees latitude (g = 980.6199 gals.).
 GA0615
 GA0615.The modeled gravity was interpolated from observed gravity values.
 GA0615
 GA0615;                    North         East    Units  Estimated Accuracy
 GA0615;SPC TN       -   211,600.      936,570.      MT  (+/- 180 meters Scaled)
 GA0615
 GA0615                          SUPERSEDED SURVEY CONTROL
 GA0615
 GA0615  NGVD 29 (??/??/92)  726.497  (m)         2383.52   (f) ADJ UNCH    2 0
 GA0615
 GA0615.Superseded values are not recommended for survey control.
 GA0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0615.See file dsdata.txt to determine how the superseded data were derived.
 GA0615
 GA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869049(NAD 83)
 GA0615_MARKER: N = NAIL
 GA0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0615_SP_SET: ROAD
 GA0615_MARK LOGO: USGS  
 GA0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0615
 GA0615  HISTORY     - Date     Condition        Report By
 GA0615  HISTORY     - UNK      MONUMENTED       USGS
 GA0615  HISTORY     - 1935     GOOD             NGS
 GA0615
 GA0615                          STATION DESCRIPTION
 GA0615
 GA0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0615'AT LIMESTONE COVE.
 GA0615'AT LIMESTONE COVE, ON THE UNICOI ROAD, 75 YARDS WEST OF THE HORACE
 GA0615'BLEVINS STORE, 16 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 GA0615'EAST OF A FENCE IN THE WEST ROOT OF A 12-INCH LOCUST TREE, AND
 GA0615'3 FEET HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 GA0615'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0679 ***********************************************************************
 FC0679  DESIGNATION -  RT BP 16
 FC0679  PID         -  FC0679
 FC0679  STATE/COUNTY-  TN/RHEA
 FC0679  USGS QUAD   -  SPRING CITY (1990)
 FC0679
 FC0679                         *CURRENT SURVEY CONTROL
 FC0679  ___________________________________________________________________
 FC0679* NAD 83(1986)-  35 41 30.     (N)    084 51 25.     (W)     SCALED    
 FC0679* NAVD 88     -       230.311  (meters)     755.61   (feet)  ADJUSTED  
 FC0679  ___________________________________________________________________
 FC0679  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0679  DYNAMIC HT  -         230.095 (meters)     754.90  (feet)  COMP
 FC0679  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 FC0679
 FC0679  VERT ORDER  -  FIRST     CLASS II
 FC0679
 FC0679.The horizontal coordinates were scaled from a topographic map and have
 FC0679.an estimated accuracy of +/- 6 seconds.
 FC0679
 FC0679.The orthometric height was determined by differential leveling
 FC0679.and adjusted by the National Geodetic Survey in June 1991..
 FC0679
 FC0679.The geoid height was determined by GEOID03.
 FC0679
 FC0679.The dynamic height is computed by dividing the NAVD 88
 FC0679.geopotential number by the normal gravity value computed on the
 FC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0679.degrees latitude (g = 980.6199 gals.).
 FC0679
 FC0679.The modeled gravity was interpolated from observed gravity values.
 FC0679
 FC0679;                    North         East    Units  Estimated Accuracy
 FC0679;SPC TN       -   151,310.      703,450.      MT  (+/- 180 meters Scaled)
 FC0679
 FC0679                          SUPERSEDED SURVEY CONTROL
 FC0679
 FC0679  NGVD 29 (??/??/92)  230.398  (m)          755.90   (f) ADJ UNCH    1 2
 FC0679
 FC0679.Superseded values are not recommended for survey control.
 FC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0679.See file dsdata.txt to determine how the superseded data were derived.
 FC0679
 FC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE939518(NAD 83)
 FC0679_MARKER: DD = SURVEY DISK
 FC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0679_STAMPING: RT BP 16 1936
 FC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0679+STABILITY: SURFACE MOTION
 FC0679
 FC0679  HISTORY     - Date     Condition        Report By
 FC0679  HISTORY     - 1936     MONUMENTED       TVA
 FC0679  HISTORY     - 1950     GOOD             NGS
 FC0679
 FC0679                          STATION DESCRIPTION
 FC0679
 FC0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0679'AT SPRING CITY.
 FC0679'AT SPRING CITY, ABOUT 0.25 MILE SOUTHEAST ALONG STREETS FROM THE
 FC0679'SOUTHERN RAILWAY STATION, IN FRONT OF THE SPRING CITY HIGH
 FC0679'SCHOOL BUILDING, 86 FEET SOUTH OF THE WEST CORNER OF THE BUILDING,
 FC0679'44.5 FEET WEST OF A FLAG POLE, 24.5 FEET NORTHWEST OF THE
 FC0679'NORTHWEST EDGE OF A CONCRETE WALK TO SCHOOL ENTRANCE, 9 FEET
 FC0679'NORTHEAST OF THE NORTHEAST EDGE OF A STREET SIDE WALK, 9 FEET
 FC0679'WEST OF A 20-INCH TREE, ABOUT LEVEL WITH THE SIDE WALK AND SET
 FC0679'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1933 ***********************************************************************
 FC1933  DESIGNATION -  RT BP 55
 FC1933  PID         -  FC1933
 FC1933  STATE/COUNTY-  TN/KNOX
 FC1933  USGS QUAD   -  LOVELL (1990)
 FC1933
 FC1933                         *CURRENT SURVEY CONTROL
 FC1933  ___________________________________________________________________
 FC1933* NAD 83(1986)-  35 59 23.     (N)    084 09 47.     (W)     SCALED    
 FC1933* NAVD 88     -       258.68   (+/-2cm)     848.7    (feet)  VERTCON   
 FC1933  ___________________________________________________________________
 FC1933  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC1933
 FC1933  VERT ORDER  -  THIRD (See Below)
 FC1933
 FC1933.The horizontal coordinates were scaled from a topographic map and have
 FC1933.an estimated accuracy of +/- 6 seconds.
 FC1933
 FC1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1933.The vertical order pertains to the NGVD 29 superseded value.
 FC1933
 FC1933.The geoid height was determined by GEOID03.
 FC1933
 FC1933;                    North         East    Units  Estimated Accuracy
 FC1933;SPC TN       -   185,330.      765,630.      MT  (+/- 180 meters Scaled)
 FC1933
 FC1933                          SUPERSEDED SURVEY CONTROL
 FC1933
 FC1933  NGVD 29 (??/??/??)  258.81   (m)          849.1    (f) N HEIGHT    3  
 FC1933
 FC1933.Superseded values are not recommended for survey control.
 FC1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1933.See file dsdata.txt to determine how the superseded data were derived.
 FC1933
 FC1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE557865(NAD 83)
 FC1933_MARKER: DB = BENCH MARK DISK
 FC1933_SETTING: 66 = SET IN ROCK OUTCROP
 FC1933_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FC1933_STAMPING: RT BP 55 1936
 FC1933_MARK LOGO: TVA   
 FC1933_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1933+STABILITY: POSITION/ELEVATION WELL
 FC1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1933+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1988
 FC1933
 FC1933  HISTORY     - Date     Condition        Report By
 FC1933  HISTORY     - 1936     MONUMENTED       TVA
 FC1933  HISTORY     - 19881107 GOOD             TNDT
 FC1933
 FC1933                          STATION DESCRIPTION
 FC1933
 FC1933'DESCRIBED BY TN DEPT OF TRANSP 1988
 FC1933'LOCATED 1.3 MILES NORTHEAST ALONG LOUISVILLE AND NASHVILLE RAILWAY
 FC1933'FROM SOLWAY, TENN.  15 FEET SOUTH FROM CENTER LINE OF RAILROAD, 0.9
 FC1933'MILES UPSTREAM ALONG LEFT BANK OF CLINCH RIVER FROM UPSTREAM TIP OF
 FC1933'HOLT ISLAND, 0.35 MILES ALONG RAILROAD FROM MILE POST NO. L-258, 200
 FC1933'FEET SOUTH FROM LEFT BANK OF CLINCH RIVER, ON OPPOSITE SIDE OF TRACK
 FC1933'FROM SIGNAL BLOCK RELAY POST, IN TOP OF ROCK IN EDGE OF WOODS, 200
 FC1933'FEET EAST FROM CURCVE.  A STANDARD TVA BRONZE TABLET SET IN AN
 FC1933'OUTCROPPING OF LIMESTONE ROCK AND STAMPED RT BP 55 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2627 ***********************************************************************
 GC2627  DESIGNATION -  RT CD 20
 GC2627  PID         -  GC2627
 GC2627  STATE/COUNTY-  TN/HUMPHREYS
 GC2627  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2627
 GC2627                         *CURRENT SURVEY CONTROL
 GC2627  ___________________________________________________________________
 GC2627* NAD 83(1995)-  36 02 22.67281(N)    087 55 49.67734(W)     ADJUSTED  
 GC2627* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 GC2627  ___________________________________________________________________
 GC2627  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2627  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC2627
 GC2627  HORZ ORDER  -  SECOND
 GC2627
 GC2627.The horizontal coordinates were established by classical geodetic methods
 GC2627.and adjusted by the National Geodetic Survey in April 1999..
 GC2627
 GC2627.The orthometric height was scaled from a topographic map.
 GC2627
 GC2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2627
 GC2627.The geoid height was determined by GEOID03.
 GC2627
 GC2627;                    North         East     Units Scale Factor Converg.
 GC2627;SPC TN       -   191,028.380   426,048.344   MT  0.99995481   -1 07 48.6
 GC2627;SPC TN       -   626,732.28  1,397,793.61   sFT  0.99995481   -1 07 48.6
 GC2627;UTM  16      - 3,988,744.613   416,180.153   MT  0.99968657   -0 32 50.9
 GC2627
 GC2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2627!SPC TN       -   0.99997844  x   0.99995481  =   0.99993325
 GC2627!UTM  16      -   0.99997844  x   0.99968657  =   0.99966501
 GC2627
 GC2627                          SUPERSEDED SURVEY CONTROL
 GC2627
 GC2627  NAD 83(1995)-  36 02 22.67466(N)    087 55 49.68185(W) AD(       ) 2
 GC2627  NAD 83(1995)-  36 02 22.67490(N)    087 55 49.68282(W) AD(       ) 2
 GC2627  NAD 83(1986)-  36 02 22.68272(N)    087 55 49.67860(W) AD(       ) 2
 GC2627  NAD 27      -  36 02 22.46700(N)    087 55 49.57300(W) AD(       ) 2
 GC2627
 GC2627.Superseded values are not recommended for survey control.
 GC2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2627.See file dsdata.txt to determine how the superseded data were derived.
 GC2627
 GC2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1618088745(NAD 83)
 GC2627_MARKER: DD = SURVEY DISK
 GC2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2627_STAMPING: RT CD 20 1935
 GC2627_MARK LOGO: TVA   
 GC2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2627+STABILITY: SURFACE MOTION
 GC2627
 GC2627  HISTORY     - Date     Condition        Report By
 GC2627  HISTORY     - 1935     MONUMENTED       TVA
 GC2627
 GC2627                          STATION DESCRIPTION
 GC2627
 GC2627'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1935 (LWS)
 GC2627'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF WAVERLY AND 4 MILES
 GC2627'NORTHEAST OF NEW JOHNSONVILLE, IN THE SOUTHEAST ANGLE OF THE
 GC2627'INTERSECTION OF U.S. HIGHWAY 70 AND A PAVED ROAD SOUTH.  IT IS 40
 GC2627'FEET SOUTHEAST OF THE INTERSECTION, 32 FEET NORTHWEST OF THE
 GC2627'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 12 FEET SOUTHWEST
 GC2627'OF A POWER LINE POLE.  THE MARK IS A 6X6 INCH CONCRETE POST,
 GC2627'PROJECTING ABOUT 8 INCHES WITH A BRONZE TVA DISK STAMPED RT CD 20
 GC2627'1935.
 GC2627'
 GC2627'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DENVER AND
 GC2627'THE DISTANCE IS 214.99 METERS (705.4 FEET).
 GC2627'
 GC2627'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2627'COUNTY COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S.  HIGHWAY 70
 GC2627'FOR 8.6 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0276 ***********************************************************************
 FC0276  DESIGNATION -  RT CD 26
 FC0276  PID         -  FC0276
 FC0276  STATE/COUNTY-  TN/LOUDON
 FC0276  USGS QUAD   -  LENOIR CITY (1986)
 FC0276
 FC0276                         *CURRENT SURVEY CONTROL
 FC0276  ___________________________________________________________________
 FC0276* NAD 83(1986)-  35 45 57.     (N)    084 19 47.     (W)     SCALED    
 FC0276* NAVD 88     -       239.689  (meters)     786.38   (feet)  ADJUSTED  
 FC0276  ___________________________________________________________________
 FC0276  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0276  DYNAMIC HT  -         239.460 (meters)     785.63  (feet)  COMP
 FC0276  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FC0276
 FC0276  VERT ORDER  -  SECOND    CLASS 0
 FC0276
 FC0276.The horizontal coordinates were scaled from a topographic map and have
 FC0276.an estimated accuracy of +/- 6 seconds.
 FC0276
 FC0276.The orthometric height was determined by differential leveling
 FC0276.and adjusted by the National Geodetic Survey in June 1991..
 FC0276
 FC0276.The geoid height was determined by GEOID03.
 FC0276
 FC0276.The dynamic height is computed by dividing the NAVD 88
 FC0276.geopotential number by the normal gravity value computed on the
 FC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0276.degrees latitude (g = 980.6199 gals.).
 FC0276
 FC0276.The modeled gravity was interpolated from observed gravity values.
 FC0276
 FC0276;                    North         East    Units  Estimated Accuracy
 FC0276;SPC TN       -   160,220.      751,030.      MT  (+/- 180 meters Scaled)
 FC0276
 FC0276                          SUPERSEDED SURVEY CONTROL
 FC0276
 FC0276  NGVD 29 (??/??/92)  239.800  (m)          786.74   (f) ADJ UNCH    2 0
 FC0276
 FC0276.Superseded values are not recommended for survey control.
 FC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0276.See file dsdata.txt to determine how the superseded data were derived.
 FC0276
 FC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE414612(NAD 83)
 FC0276_MARKER: DD = SURVEY DISK
 FC0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0276_STAMPING: RT CD 26 1935
 FC0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0276+STABILITY: SURFACE MOTION
 FC0276
 FC0276  HISTORY     - Date     Condition        Report By
 FC0276  HISTORY     - 1935     MONUMENTED       TVA
 FC0276  HISTORY     - 1961     GOOD             NGS
 FC0276
 FC0276                          STATION DESCRIPTION
 FC0276
 FC0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0276'7.6 MI SW FROM EATON CROSSROADS.
 FC0276'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0276'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 4.0
 FC0276'MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, THEN GO 0.9 MILE
 FC0276'SOUTHEAST ON A PAVED ROAD TO THE Y JUNCTION OF A GRAVELED DRIVE
 FC0276'LEADING TO A HOUSE, THEN GO 0.2 MILE SOUTHWEST ON THE GRAVELED
 FC0276'ROAD, THEN GO ABOUT 0.8 MILE SOUTHEAST ALONG THE TENNESSEE RIVER
 FC0276'BANK, THEN ABOUT 0.1 MILE EAST TO A BARN.  THE BENCH MARK IS 115
 FC0276'FT. WEST OF THE NORTHWEST CORNER OF A BARN, 11.4 FT. NORTH OF A
 FC0276'FENCE CORNER POST, 2.2 FT. WEST OF A FENCE, AND 1.2 FT. SOUTH
 FC0276'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0276'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0275 ***********************************************************************
 FC0275  DESIGNATION -  RT CD 27
 FC0275  PID         -  FC0275
 FC0275  STATE/COUNTY-  TN/LOUDON
 FC0275  USGS QUAD   -  LENOIR CITY (1986)
 FC0275
 FC0275                         *CURRENT SURVEY CONTROL
 FC0275  ___________________________________________________________________
 FC0275* NAD 83(1986)-  35 46 30.     (N)    084 20 22.     (W)     SCALED    
 FC0275* NAVD 88     -       240.530  (meters)     789.14   (feet)  ADJUSTED  
 FC0275  ___________________________________________________________________
 FC0275  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0275  DYNAMIC HT  -         240.300 (meters)     788.38  (feet)  COMP
 FC0275  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FC0275
 FC0275  VERT ORDER  -  SECOND    CLASS 0
 FC0275
 FC0275.The horizontal coordinates were scaled from a topographic map and have
 FC0275.an estimated accuracy of +/- 6 seconds.
 FC0275
 FC0275.The orthometric height was determined by differential leveling
 FC0275.and adjusted by the National Geodetic Survey in June 1991..
 FC0275
 FC0275.The geoid height was determined by GEOID03.
 FC0275
 FC0275.The dynamic height is computed by dividing the NAVD 88
 FC0275.geopotential number by the normal gravity value computed on the
 FC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0275.degrees latitude (g = 980.6199 gals.).
 FC0275
 FC0275.The modeled gravity was interpolated from observed gravity values.
 FC0275
 FC0275;                    North         East    Units  Estimated Accuracy
 FC0275;SPC TN       -   161,230.      750,130.      MT  (+/- 180 meters Scaled)
 FC0275
 FC0275                          SUPERSEDED SURVEY CONTROL
 FC0275
 FC0275  NGVD 29 (??/??/92)  240.642  (m)          789.51   (f) ADJ UNCH    2 0
 FC0275
 FC0275.Superseded values are not recommended for survey control.
 FC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0275.See file dsdata.txt to determine how the superseded data were derived.
 FC0275
 FC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE404622(NAD 83)
 FC0275_MARKER: DD = SURVEY DISK
 FC0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0275_STAMPING: RT CD 27 1935
 FC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0275+STABILITY: SURFACE MOTION
 FC0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0275+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2005
 FC0275
 FC0275  HISTORY     - Date     Condition        Report By
 FC0275  HISTORY     - 1935     MONUMENTED       TVA
 FC0275  HISTORY     - 1961     GOOD             NGS
 FC0275  HISTORY     - 20051127 GOOD             USPSQD
 FC0275
 FC0275                          STATION DESCRIPTION
 FC0275
 FC0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0275'6.8 MI SW FROM EATON CROSSROADS.
 FC0275'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0275'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 4.0
 FC0275'MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, THEN GO 0.9 MILE
 FC0275'ON A PAVED ROAD SOUTHEAST TO THE Y JUNCTION OF A GRAVELED DRIVE
 FC0275'LEADING TO A HOUSE, THEN GO 0.2 MILE SOUTHWEST ON THE GRAVELED
 FC0275'ROAD TO THE HOUSE.  THE BENCH MARK IS 22 FT. SOUTHWEST OF THE
 FC0275'SOUTHWEST CORNER OF THE HOUSE, 17.6 FT. NORTHEAST OF A FENCE, AND
 FC0275'17 FT. SOUTH OF A 10-INCH ELM TREE.  THE DISK IS SET IN TOP OF
 FC0275'A CONCRETE POST PROJECTING 6 INCHES.
 FC0275
 FC0275                          STATION RECOVERY (2005)
 FC0275
 FC0275'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0275'INTERSTATE 75 TO EXIT NUMBER 76 (324). SE ON 324 .3 MILES TO SUGARWOOD
 FC0275'ROAD. RIGHT ON SUGARWOOD ROAD .2 MILES TO ELDRIDGE PROPERTY. FOLLOW
 FC0275'DRIVE AROUND TO ABANDONED HOUSE. ORIGINAL DISCRIPTION IS FROM THIS
 FC0275'HOUSE AND IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0274 ***********************************************************************
 FC0274  DESIGNATION -  RT CD 28
 FC0274  PID         -  FC0274
 FC0274  STATE/COUNTY-  TN/LOUDON
 FC0274  USGS QUAD   -  LENOIR CITY (1986)
 FC0274
 FC0274                         *CURRENT SURVEY CONTROL
 FC0274  ___________________________________________________________________
 FC0274* NAD 83(1986)-  35 46 42.     (N)    084 20 25.     (W)     SCALED    
 FC0274* NAVD 88     -       279.137  (meters)     915.80   (feet)  ADJUSTED  
 FC0274  ___________________________________________________________________
 FC0274  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0274  DYNAMIC HT  -         278.871 (meters)     914.93  (feet)  COMP
 FC0274  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FC0274
 FC0274  VERT ORDER  -  SECOND    CLASS 0
 FC0274
 FC0274.The horizontal coordinates were scaled from a topographic map and have
 FC0274.an estimated accuracy of +/- 6 seconds.
 FC0274
 FC0274.The orthometric height was determined by differential leveling
 FC0274.and adjusted by the National Geodetic Survey in June 1991..
 FC0274
 FC0274.The geoid height was determined by GEOID03.
 FC0274
 FC0274.The dynamic height is computed by dividing the NAVD 88
 FC0274.geopotential number by the normal gravity value computed on the
 FC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0274.degrees latitude (g = 980.6199 gals.).
 FC0274
 FC0274.The modeled gravity was interpolated from observed gravity values.
 FC0274
 FC0274;                    North         East    Units  Estimated Accuracy
 FC0274;SPC TN       -   161,590.      750,050.      MT  (+/- 180 meters Scaled)
 FC0274
 FC0274                          SUPERSEDED SURVEY CONTROL
 FC0274
 FC0274  NGVD 29 (??/??/92)  279.249  (m)          916.17   (f) ADJ UNCH    2 0
 FC0274
 FC0274.Superseded values are not recommended for survey control.
 FC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0274.See file dsdata.txt to determine how the superseded data were derived.
 FC0274
 FC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE404626(NAD 83)
 FC0274_MARKER: DD = SURVEY DISK
 FC0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0274_STAMPING: RT CD 28 1935
 FC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0274+STABILITY: SURFACE MOTION
 FC0274
 FC0274  HISTORY     - Date     Condition        Report By
 FC0274  HISTORY     - 1935     MONUMENTED       TVA
 FC0274  HISTORY     - 1961     GOOD             NGS
 FC0274
 FC0274                          STATION DESCRIPTION
 FC0274
 FC0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0274'6.4 MI SW FROM EATON CROSSROADS.
 FC0274'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0274'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 4.0
 FC0274'MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, THEN GO 0.7 MILE
 FC0274'SOUTHEAST ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 0.15 MILE
 FC0274'SOUTH OF A SHARP CURVE, ABOUT 200 FT. WEST OF THE CENTER OF THE
 FC0274'PAVED ROAD, 125 FT. NORTH OF A TELEPHONE POLE, 64.3 FT. WEST
 FC0274'OF A FENCE, 1.3 FT. EAST OF A WITNESS SIGN, AND AT THE WEST
 FC0274'EDGE OF A SMALL CLUMP OF TREES IN A PASTURE.  THE DISK IS SET
 FC0274'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 40
 FC0274'FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0268 ***********************************************************************
 FC0268  DESIGNATION -  RT CD 29
 FC0268  PID         -  FC0268
 FC0268  STATE/COUNTY-  TN/LOUDON
 FC0268  USGS QUAD   -  LENOIR CITY (1986)
 FC0268
 FC0268                         *CURRENT SURVEY CONTROL
 FC0268  ___________________________________________________________________
 FC0268* NAD 83(1986)-  35 46 16.     (N)    084 21 19.     (W)     SCALED    
 FC0268* NAVD 88     -       237.556  (meters)     779.38   (feet)  ADJUSTED  
 FC0268  ___________________________________________________________________
 FC0268  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0268  DYNAMIC HT  -         237.329 (meters)     778.64  (feet)  COMP
 FC0268  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FC0268
 FC0268  VERT ORDER  -  SECOND    CLASS 0
 FC0268
 FC0268.The horizontal coordinates were scaled from a topographic map and have
 FC0268.an estimated accuracy of +/- 6 seconds.
 FC0268
 FC0268.The orthometric height was determined by differential leveling
 FC0268.and adjusted by the National Geodetic Survey in June 1991..
 FC0268
 FC0268.The geoid height was determined by GEOID03.
 FC0268
 FC0268.The dynamic height is computed by dividing the NAVD 88
 FC0268.geopotential number by the normal gravity value computed on the
 FC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0268.degrees latitude (g = 980.6199 gals.).
 FC0268
 FC0268.The modeled gravity was interpolated from observed gravity values.
 FC0268
 FC0268;                    North         East    Units  Estimated Accuracy
 FC0268;SPC TN       -   160,770.      748,710.      MT  (+/- 180 meters Scaled)
 FC0268
 FC0268                          SUPERSEDED SURVEY CONTROL
 FC0268
 FC0268  NGVD 29 (??/??/92)  237.669  (m)          779.75   (f) ADJ UNCH    2 0
 FC0268
 FC0268.Superseded values are not recommended for survey control.
 FC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0268.See file dsdata.txt to determine how the superseded data were derived.
 FC0268
 FC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE390617(NAD 83)
 FC0268_MARKER: DD = SURVEY DISK
 FC0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0268_STAMPING: RT CD 29 1935
 FC0268_MARK LOGO: TVA   
 FC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0268+STABILITY: SURFACE MOTION
 FC0268
 FC0268  HISTORY     - Date     Condition        Report By
 FC0268  HISTORY     - 1935     MONUMENTED       TVA
 FC0268  HISTORY     - 1961     GOOD             NGS
 FC0268
 FC0268                          STATION DESCRIPTION
 FC0268
 FC0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0268'6.6 MI SW FROM EATON CROSSROADS.
 FC0268'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0268'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 4.9
 FC0268'MILES SOUTHWEST ON A PAVED ROAD TO A HOUSE ON THE LEFT SIDE OF THE
 FC0268'ROAD.  THE BENCH MARK IS 101 FT. NORTH OF THE NORTHWEST CORNER
 FC0268'OF THE HOUSE, 17 FT. SOUTHEAST OF THE CENTER OF A PAVED ROAD,
 FC0268'4.6 FT. SOUTHWEST OF A POWER LINE POLE WITH GUY WIRE AND
 FC0268'TRANSFORMER, AND 4.6 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 FC0268'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS
 FC0268'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0278 ***********************************************************************
 FC0278  DESIGNATION -  RT CD 38
 FC0278  PID         -  FC0278
 FC0278  STATE/COUNTY-  TN/LOUDON
 FC0278  USGS QUAD   -  LOUDON (1984)
 FC0278
 FC0278                         *CURRENT SURVEY CONTROL
 FC0278  ___________________________________________________________________
 FC0278* NAD 83(1986)-  35 44 27.     (N)    084 22 09.     (W)     SCALED    
 FC0278* NAVD 88     -       239.524  (meters)     785.84   (feet)  ADJUSTED  
 FC0278  ___________________________________________________________________
 FC0278  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0278  DYNAMIC HT  -         239.295 (meters)     785.09  (feet)  COMP
 FC0278  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FC0278
 FC0278  VERT ORDER  -  SECOND    CLASS 0
 FC0278
 FC0278.The horizontal coordinates were scaled from a topographic map and have
 FC0278.an estimated accuracy of +/- 6 seconds.
 FC0278
 FC0278.The orthometric height was determined by differential leveling
 FC0278.and adjusted by the National Geodetic Survey in June 1991..
 FC0278
 FC0278.The geoid height was determined by GEOID03.
 FC0278
 FC0278.The dynamic height is computed by dividing the NAVD 88
 FC0278.geopotential number by the normal gravity value computed on the
 FC0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0278.degrees latitude (g = 980.6199 gals.).
 FC0278
 FC0278.The modeled gravity was interpolated from observed gravity values.
 FC0278
 FC0278;                    North         East    Units  Estimated Accuracy
 FC0278;SPC TN       -   157,390.      747,510.      MT  (+/- 180 meters Scaled)
 FC0278
 FC0278                          SUPERSEDED SURVEY CONTROL
 FC0278
 FC0278  NGVD 29 (??/??/92)  239.622  (m)          786.16   (f) ADJ UNCH    2 0
 FC0278
 FC0278.Superseded values are not recommended for survey control.
 FC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0278.See file dsdata.txt to determine how the superseded data were derived.
 FC0278
 FC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE379583(NAD 83)
 FC0278_MARKER: DD = SURVEY DISK
 FC0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0278_STAMPING: RT CD 38 1935
 FC0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0278+STABILITY: SURFACE MOTION
 FC0278
 FC0278  HISTORY     - Date     Condition        Report By
 FC0278  HISTORY     - 1935     MONUMENTED       TVA
 FC0278  HISTORY     - 1961     GOOD             NGS
 FC0278
 FC0278                          STATION DESCRIPTION
 FC0278
 FC0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0278'2.3 MI W FROM LOUDON.
 FC0278'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILE WEST
 FC0278'ON THE SOUTHERN RAILWAY TO AN OVERPASS, THEN GO 1.8 MILE NORTHWEST
 FC0278'ON STATE HIGHWAY 72 TO A SHARP CURVE AND A PRIVATE DRIVE ON THE
 FC0278'RIGHT.  THE BENCH MARK IS 71 FT. NORTH OF THE CENTER OF STATE
 FC0278'HIGHWAY 72, 52 FT. EAST OF THE CENTER OF A PRIVATE DRIVE LEADING
 FC0278'TO A HOUSE, 39.5 FT. NORTHEAST OF A LARGE TREE STUMP USED AS A
 FC0278'FENCE CORNER POST, AND 1.2 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 FC0278'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT
 FC0278'20 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1581 ***********************************************************************
 GC1581  DESIGNATION -  RT CD 59
 GC1581  PID         -  GC1581
 GC1581  STATE/COUNTY-  TN/HUMPHREYS
 GC1581  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1581
 GC1581                         *CURRENT SURVEY CONTROL
 GC1581  ___________________________________________________________________
 GC1581* NAD 83(1986)-  36 02 03.     (N)    087 58 54.     (W)     SCALED    
 GC1581* NAVD 88     -       122.346  (meters)     401.40   (feet)  ADJUSTED  
 GC1581  ___________________________________________________________________
 GC1581  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GC1581  DYNAMIC HT  -         122.243 (meters)     401.06  (feet)  COMP
 GC1581  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 GC1581
 GC1581  VERT ORDER  -  FIRST     CLASS II
 GC1581
 GC1581.The horizontal coordinates were scaled from a topographic map and have
 GC1581.an estimated accuracy of +/- 6 seconds.
 GC1581
 GC1581.The orthometric height was determined by differential leveling
 GC1581.and adjusted by the National Geodetic Survey in June 1991..
 GC1581
 GC1581.The geoid height was determined by GEOID03.
 GC1581
 GC1581.The dynamic height is computed by dividing the NAVD 88
 GC1581.geopotential number by the normal gravity value computed on the
 GC1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1581.degrees latitude (g = 980.6199 gals.).
 GC1581
 GC1581.The modeled gravity was interpolated from observed gravity values.
 GC1581
 GC1581;                    North         East    Units  Estimated Accuracy
 GC1581;SPC TN       -   190,510.      421,420.      MT  (+/- 180 meters Scaled)
 GC1581
 GC1581                          SUPERSEDED SURVEY CONTROL
 GC1581
 GC1581  NGVD 29 (??/??/92)  122.379  (m)          401.51   (f) ADJ UNCH    1 2
 GC1581
 GC1581.Superseded values are not recommended for survey control.
 GC1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1581.See file dsdata.txt to determine how the superseded data were derived.
 GC1581
 GC1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE115881(NAD 83)
 GC1581_MARKER: DD = SURVEY DISK
 GC1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1581_STAMPING: RT CD 59 1935
 GC1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1581+STABILITY: SURFACE MOTION
 GC1581
 GC1581  HISTORY     - Date     Condition        Report By
 GC1581  HISTORY     - 1935     MONUMENTED       TVA
 GC1581  HISTORY     - 1947     GOOD             NGS
 GC1581
 GC1581                          STATION DESCRIPTION
 GC1581
 GC1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1581'1.2 MI NW FROM JOHNSONVILLE.
 GC1581'0.2 MILE WEST AND ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM
 GC1581'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1581'JOHNSONVILLE, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 63
 GC1581'FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD
 GC1581'LEADING EAST, 21 FEET WEST OF THE CENTER LINE OF THE
 GC1581'NORTH-AND-SOUTH ROAD, 140 FEET SOUTH OF A 20-INCH BLAZED OAK
 GC1581'TREE, 2 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD
 GC1581'JUNCTION, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 GC1581'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1040 ***********************************************************************
 FD1040  DESIGNATION -  RT GN 1
 FD1040  PID         -  FD1040
 FD1040  STATE/COUNTY-  TN/WAYNE
 FD1040  USGS QUAD   -  CLIFTON (1972)
 FD1040
 FD1040                         *CURRENT SURVEY CONTROL
 FD1040  ___________________________________________________________________
 FD1040* NAD 83(1986)-  35 24 22.     (N)    087 57 41.     (W)     SCALED    
 FD1040* NAVD 88     -       130.258  (meters)     427.35   (feet)  ADJUSTED  
 FD1040  ___________________________________________________________________
 FD1040  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1040  DYNAMIC HT  -         130.138 (meters)     426.96  (feet)  COMP
 FD1040  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 FD1040
 FD1040  VERT ORDER  -  FIRST     CLASS II
 FD1040
 FD1040.The horizontal coordinates were scaled from a topographic map and have
 FD1040.an estimated accuracy of +/- 6 seconds.
 FD1040
 FD1040.The orthometric height was determined by differential leveling
 FD1040.and adjusted by the National Geodetic Survey in June 1991..
 FD1040
 FD1040.The geoid height was determined by GEOID03.
 FD1040
 FD1040.The dynamic height is computed by dividing the NAVD 88
 FD1040.geopotential number by the normal gravity value computed on the
 FD1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1040.degrees latitude (g = 980.6199 gals.).
 FD1040
 FD1040.The modeled gravity was interpolated from observed gravity values.
 FD1040
 FD1040;                    North         East    Units  Estimated Accuracy
 FD1040;SPC TN       -   120,810.      421,850.      MT  (+/- 180 meters Scaled)
 FD1040
 FD1040                          SUPERSEDED SURVEY CONTROL
 FD1040
 FD1040  NGVD 29 (??/??/92)  130.267  (m)          427.38   (f) ADJ UNCH    1 2
 FD1040
 FD1040.Superseded values are not recommended for survey control.
 FD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1040.See file dsdata.txt to determine how the superseded data were derived.
 FD1040
 FD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE127185(NAD 83)
 FD1040_MARKER: DD = SURVEY DISK
 FD1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1040_STAMPING: RT GN 1 1935
 FD1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1040+STABILITY: SURFACE MOTION
 FD1040
 FD1040  HISTORY     - Date     Condition        Report By
 FD1040  HISTORY     - 1935     MONUMENTED       TVA
 FD1040  HISTORY     - 1950     GOOD             NGS
 FD1040
 FD1040                          STATION DESCRIPTION
 FD1040
 FD1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1040'3 MI NE FROM CLIFTON.
 FD1040'3.0 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE HOTEL
 FD1040'AT CLIFTON, AT A SMALL FRAME FARMHOUSE, 52 FEET SOUTHEAST OF THE
 FD1040'SOUTHEAST CORNER OF THE HOUSE, 36 FEET WEST OF THE CENTERLINE OF THE
 FD1040'ROAD, 103 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 16 FEET EAST
 FD1040'OF THE FRONT-YARD FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FD1040'POST, 2 FEET SOUTH OF A STEEL POST WITH A CONTROL-MARKER SIGN,
 FD1040'AND ABOUT 10 FEET HIGHER THAN THE ROAD.  A TENNESSEE VALLEY
 FD1040'AUTHORITY STANDARD DISK, STAMPED RT GN 1 1935 AND SET IN THE TOP
 FD1040'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0282 ***********************************************************************
 FE0282  DESIGNATION -  RT GN 163
 FE0282  PID         -  FE0282
 FE0282  STATE/COUNTY-  TN/HARDIN
 FE0282  USGS QUAD   -  COUNCE (1984)
 FE0282
 FE0282                         *CURRENT SURVEY CONTROL
 FE0282  ___________________________________________________________________
 FE0282* NAD 83(1986)-  35 03 03.     (N)    088 16 37.     (W)     SCALED    
 FE0282* NAVD 88     -       131.649  (meters)     431.92   (feet)  ADJUSTED  
 FE0282  ___________________________________________________________________
 FE0282  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0282  DYNAMIC HT  -         131.528 (meters)     431.52  (feet)  COMP
 FE0282  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FE0282
 FE0282  VERT ORDER  -  FIRST     CLASS II
 FE0282
 FE0282.The horizontal coordinates were scaled from a topographic map and have
 FE0282.an estimated accuracy of +/- 6 seconds.
 FE0282
 FE0282.The orthometric height was determined by differential leveling
 FE0282.and adjusted by the National Geodetic Survey in June 1991..
 FE0282
 FE0282.The geoid height was determined by GEOID03.
 FE0282
 FE0282.The dynamic height is computed by dividing the NAVD 88
 FE0282.geopotential number by the normal gravity value computed on the
 FE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0282.degrees latitude (g = 980.6199 gals.).
 FE0282
 FE0282.The modeled gravity was interpolated from observed gravity values.
 FE0282
 FE0282;                    North         East    Units  Estimated Accuracy
 FE0282;SPC TN       -    82,020.      392,280.      MT  (+/- 180 meters Scaled)
 FE0282
 FE0282                          SUPERSEDED SURVEY CONTROL
 FE0282
 FE0282  NGVD 29 (??/??/??)  131.657  (m)          431.94   (f) ADJUSTED    1 2
 FE0282
 FE0282.Superseded values are not recommended for survey control.
 FE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0282.See file dsdata.txt to determine how the superseded data were derived.
 FE0282
 FE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD835794(NAD 83)
 FE0282_MARKER: DD = SURVEY DISK
 FE0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0282_STAMPING: RT GN 163 1935
 FE0282_MARK LOGO: TVA   
 FE0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0282+STABILITY: SURFACE MOTION
 FE0282
 FE0282  HISTORY     - Date     Condition        Report By
 FE0282  HISTORY     - 1935     MONUMENTED       TVA
 FE0282  HISTORY     - 1949     MARK NOT FOUND   CGS
 FE0282
 FE0282                          STATION DESCRIPTION
 FE0282
 FE0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0282'0.6 MI N FROM COUNCE.
 FE0282'0.7 MILE NORTH ALONG THE HAMBURG ROAD FROM THE POST OFFICE AT
 FE0282'COUNCE, HARDIN COUNTY, AT A CURVE IN THE ROAD WITH TANGENTS
 FE0282'WEST AND SOUTH AND A DIM ROAD LEADING NORTH, 66 FEET SOUTHWEST
 FE0282'OF A TRIANGULAR-BLAZED 20-INCH OAK TREE, 37 FEET NORTH OF AN
 FE0282'18-INCH OAK TREE, 31 FEET EAST OF THE CENTERLINE OF THE SOUTH
 FE0282'TANGENT, 15 FEET SOUTH OF THE PROLONGED CENTERLINE OF THE WEST
 FE0282'TANGENT, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 FE0282'ABOUT 3-1/2 FEET HIGHER THAN THE ROAD.  A TENNESSEE VALLEY
 FE0282'AUTHORITY STANDARD DISK, STAMPED RT GN 163 1935 AND SET IN THE
 FE0282'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0283 ***********************************************************************
 FE0283  DESIGNATION -  RT GN 164
 FE0283  PID         -  FE0283
 FE0283  STATE/COUNTY-  TN/HARDIN
 FE0283  USGS QUAD   -  COUNCE (1984)
 FE0283
 FE0283                         *CURRENT SURVEY CONTROL
 FE0283  ___________________________________________________________________
 FE0283* NAD 83(1986)-  35 03 08.     (N)    088 16 52.     (W)     SCALED    
 FE0283* NAVD 88     -       121.462  (meters)     398.50   (feet)  ADJUSTED  
 FE0283  ___________________________________________________________________
 FE0283  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0283  DYNAMIC HT  -         121.350 (meters)     398.13  (feet)  COMP
 FE0283  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FE0283
 FE0283  VERT ORDER  -  FIRST     CLASS II
 FE0283
 FE0283.The horizontal coordinates were scaled from a topographic map and have
 FE0283.an estimated accuracy of +/- 6 seconds.
 FE0283
 FE0283.The orthometric height was determined by differential leveling
 FE0283.and adjusted by the National Geodetic Survey in June 1991..
 FE0283
 FE0283.The geoid height was determined by GEOID03.
 FE0283
 FE0283.The dynamic height is computed by dividing the NAVD 88
 FE0283.geopotential number by the normal gravity value computed on the
 FE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0283.degrees latitude (g = 980.6199 gals.).
 FE0283
 FE0283.The modeled gravity was interpolated from observed gravity values.
 FE0283
 FE0283;                    North         East    Units  Estimated Accuracy
 FE0283;SPC TN       -    82,190.      391,900.      MT  (+/- 180 meters Scaled)
 FE0283
 FE0283                          SUPERSEDED SURVEY CONTROL
 FE0283
 FE0283  NGVD 29 (??/??/??)  121.470  (m)          398.52   (f) ADJUSTED    1 2
 FE0283
 FE0283.Superseded values are not recommended for survey control.
 FE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0283.See file dsdata.txt to determine how the superseded data were derived.
 FE0283
 FE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD831795(NAD 83)
 FE0283_MARKER: DD = SURVEY DISK
 FE0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0283_STAMPING: RT GN 164 1935
 FE0283_MARK LOGO: TVA   
 FE0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0283+STABILITY: SURFACE MOTION
 FE0283
 FE0283  HISTORY     - Date     Condition        Report By
 FE0283  HISTORY     - 1935     MONUMENTED       TVA
 FE0283  HISTORY     - 1949     GOOD             CGS
 FE0283
 FE0283                          STATION DESCRIPTION
 FE0283
 FE0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0283'0.9 MI NW FROM COUNCE.
 FE0283'1.0 MILE NORTH ALONG THE HAMBURG ROAD FROM THE POST OFFICE AT
 FE0283'COUNCE, HARDIN COUNTY, 0.6 MILE SOUTH OF THE BRIDGE OVER CHAMBERS
 FE0283'CREEK, 0.4 MILE SOUTH OF A POWER-TRANSMISSION LINE CROSSING THE
 FE0283'ROAD, ON A CURVE WITH TANGENTS NORTH AND EAST, AT THE JUNCTION
 FE0283'OF A DIM ROAD LEADING SOUTHWEST, 32 FEET SOUTHWEST OF THE CENTERLINE
 FE0283'OF THE HAMBURG ROAD AT THE CENTER OF THE CURVE, 19 FEET NORTHWEST
 FE0283'OF THE CENTERLINE OF THE DIM ROAD, IN LINE WITH THE EAST TANGENT
 FE0283'OF THE ROAD, 75 FEET NORTH OF A BLAZED 20-INCH OAK TREE, 55 FEET
 FE0283'NORTHWEST OF A TRIANGULAR-BLAZED 8-INCH WALNUT TREE, 2 FEET SOUTH
 FE0283'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 FE0283'ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT GN
 FE0283'164 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FE0283'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0286 ***********************************************************************
 FE0286  DESIGNATION -  RT GN 165
 FE0286  PID         -  FE0286
 FE0286  STATE/COUNTY-  TN/HARDIN
 FE0286  USGS QUAD   -  COUNCE (1984)
 FE0286
 FE0286                         *CURRENT SURVEY CONTROL
 FE0286  ___________________________________________________________________
 FE0286* NAD 83(1986)-  35 04 17.     (N)    088 17 29.     (W)     SCALED    
 FE0286* NAVD 88     -       117.698  (meters)     386.15   (feet)  ADJUSTED  
 FE0286  ___________________________________________________________________
 FE0286  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE0286  DYNAMIC HT  -         117.590 (meters)     385.79  (feet)  COMP
 FE0286  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 FE0286
 FE0286  VERT ORDER  -  FIRST     CLASS II
 FE0286
 FE0286.The horizontal coordinates were scaled from a topographic map and have
 FE0286.an estimated accuracy of +/- 6 seconds.
 FE0286
 FE0286.The orthometric height was determined by differential leveling
 FE0286.and adjusted by the National Geodetic Survey in June 1991..
 FE0286
 FE0286.The geoid height was determined by GEOID03.
 FE0286
 FE0286.The dynamic height is computed by dividing the NAVD 88
 FE0286.geopotential number by the normal gravity value computed on the
 FE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0286.degrees latitude (g = 980.6199 gals.).
 FE0286
 FE0286.The modeled gravity was interpolated from observed gravity values.
 FE0286
 FE0286;                    North         East    Units  Estimated Accuracy
 FE0286;SPC TN       -    84,340.      391,020.      MT  (+/- 180 meters Scaled)
 FE0286
 FE0286                          SUPERSEDED SURVEY CONTROL
 FE0286
 FE0286  NGVD 29 (??/??/??)  117.707  (m)          386.18   (f) ADJUSTED    1 2
 FE0286
 FE0286.Superseded values are not recommended for survey control.
 FE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0286.See file dsdata.txt to determine how the superseded data were derived.
 FE0286
 FE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD822817(NAD 83)
 FE0286_MARKER: DD = SURVEY DISK
 FE0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0286_STAMPING: RT GN 165 1935
 FE0286_MARK LOGO: TVA   
 FE0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0286+STABILITY: SURFACE MOTION
 FE0286
 FE0286  HISTORY     - Date     Condition        Report By
 FE0286  HISTORY     - 1935     MONUMENTED       TVA
 FE0286  HISTORY     - 1949     GOOD             CGS
 FE0286
 FE0286                          STATION DESCRIPTION
 FE0286
 FE0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0286'2.5 MI NW FROM COUNCE.
 FE0286'2.3 MILES SOUTH ALONG THE COUNCE ROAD FROM THE MAIN ROAD
 FE0286'INTERSECTION AT HAMBURG, HARDIN COUNTY, 0.9 MILE NORTHWEST OF
 FE0286'THE BRIDGE OVER CHAMBERS CREEK, AT A SHARP CURVE IN THE ROAD
 FE0286'TO THE WEST, 35 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 FE0286'4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 FE0286'ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT
 FE0286'GN 165 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0286'0.3 FOOT ABOVE GROUND.  NOTE-- A SMALL CABIN HAS BEEN BUILT OVER
 FE0286'THIS BENCH MARK SO THAT IT IS INACCESSIBLE.  IN AUGUST 1949 IT WAS
 FE0286'REPORTED THAT THE MARK IS 3 FEET NORTHEAST OF THE SOUTHWEST
 FE0286'CORNER OF THE SHED BUT STILL INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0288 ***********************************************************************
 FE0288  DESIGNATION -  RT GN 166
 FE0288  PID         -  FE0288
 FE0288  STATE/COUNTY-  TN/HARDIN
 FE0288  USGS QUAD   -  COUNCE (1984)
 FE0288
 FE0288                         *CURRENT SURVEY CONTROL
 FE0288  ___________________________________________________________________
 FE0288* NAD 83(1986)-  35 04 40.     (N)    088 18 06.     (W)     SCALED    
 FE0288* NAVD 88     -       122.704  (meters)     402.57   (feet)  ADJUSTED  
 FE0288  ___________________________________________________________________
 FE0288  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE0288  DYNAMIC HT  -         122.591 (meters)     402.20  (feet)  COMP
 FE0288  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 FE0288
 FE0288  VERT ORDER  -  FIRST     CLASS II
 FE0288
 FE0288.The horizontal coordinates were scaled from a topographic map and have
 FE0288.an estimated accuracy of +/- 6 seconds.
 FE0288
 FE0288.The orthometric height was determined by differential leveling
 FE0288.and adjusted by the National Geodetic Survey in June 1991..
 FE0288
 FE0288.The geoid height was determined by GEOID03.
 FE0288
 FE0288.The dynamic height is computed by dividing the NAVD 88
 FE0288.geopotential number by the normal gravity value computed on the
 FE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0288.degrees latitude (g = 980.6199 gals.).
 FE0288
 FE0288.The modeled gravity was interpolated from observed gravity values.
 FE0288
 FE0288;                    North         East    Units  Estimated Accuracy
 FE0288;SPC TN       -    85,070.      390,100.      MT  (+/- 180 meters Scaled)
 FE0288
 FE0288                          SUPERSEDED SURVEY CONTROL
 FE0288
 FE0288  NGVD 29 (??/??/??)  122.712  (m)          402.60   (f) ADJUSTED    1 2
 FE0288
 FE0288.Superseded values are not recommended for survey control.
 FE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0288.See file dsdata.txt to determine how the superseded data were derived.
 FE0288
 FE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD813824(NAD 83)
 FE0288_MARKER: DD = SURVEY DISK
 FE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0288_STAMPING: RT GN 166 1935
 FE0288_MARK LOGO: TVA   
 FE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0288+STABILITY: SURFACE MOTION
 FE0288
 FE0288  HISTORY     - Date     Condition        Report By
 FE0288  HISTORY     - 1935     MONUMENTED       TVA
 FE0288  HISTORY     - 1947     GOOD             CGS
 FE0288  HISTORY     - 1949     GOOD             CGS
 FE0288
 FE0288                          STATION DESCRIPTION
 FE0288
 FE0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0288'1.4 MI S FROM HAMBURG.
 FE0288'1.35 MILES SOUTH ALONG THE COUNCE ROAD FROM THE MAIN ROAD JUNCTION
 FE0288'AT HAMBURG, ABOUT 0.3 MILE NORTH OF THE CROSSING OF A POWER
 FE0288'TRANSMISSION LINE AND THE JUNCTION OF A ROAD SOUTHWEST, AT A ROW
 FE0288'OF HEDGES BETWEEN TWO CULTIVATED FIELDS, 48 FEET SOUTHWEST OF THE
 FE0288'CENTER LINE OF THE ROAD, 111 FEET SOUTHWEST AND ACROSS THE ROAD
 FE0288'FROM A TRIANGULAR BLAZED 18-INCH OAK TREE, 108 FEET WEST AND ACROSS
 FE0288'THE ROAD FROM A T FENCE CORNER POST IN THE NORTHEAST RIGHT-OF-WAY
 FE0288'FENCE, 4 FEET NORTHEAST OF A TRIANGULAR BLAZED 6-INCH OAK TREE,
 FE0288'3 FEET NORTHWEST OF THE CENTER OF THE ROW OF HEDGES, 2 FEET
 FE0288'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD
 FE0288'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0288'NOTE-- A STEEL POST WAS SET 2 FEET NORTHEAST OF MARKER.
 FE0288
 FE0288                          STATION RECOVERY (1949)
 FE0288
 FE0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0291 ***********************************************************************
 FE0291  DESIGNATION -  RT GN 167
 FE0291  PID         -  FE0291
 FE0291  STATE/COUNTY-  TN/HARDIN
 FE0291  USGS QUAD   -  COUNCE (1984)
 FE0291
 FE0291                         *CURRENT SURVEY CONTROL
 FE0291  ___________________________________________________________________
 FE0291* NAD 83(1986)-  35 05 56.     (N)    088 18 19.     (W)     SCALED    
 FE0291* NAVD 88     -       118.116  (meters)     387.52   (feet)  ADJUSTED  
 FE0291  ___________________________________________________________________
 FE0291  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0291  DYNAMIC HT  -         118.008 (meters)     387.16  (feet)  COMP
 FE0291  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FE0291
 FE0291  VERT ORDER  -  FIRST     CLASS II
 FE0291
 FE0291.The horizontal coordinates were scaled from a topographic map and have
 FE0291.an estimated accuracy of +/- 6 seconds.
 FE0291
 FE0291.The orthometric height was determined by differential leveling
 FE0291.and adjusted by the National Geodetic Survey in June 1991..
 FE0291
 FE0291.The geoid height was determined by GEOID03.
 FE0291
 FE0291.The dynamic height is computed by dividing the NAVD 88
 FE0291.geopotential number by the normal gravity value computed on the
 FE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0291.degrees latitude (g = 980.6199 gals.).
 FE0291
 FE0291.The modeled gravity was interpolated from observed gravity values.
 FE0291
 FE0291;                    North         East    Units  Estimated Accuracy
 FE0291;SPC TN       -    87,420.      389,820.      MT  (+/- 180 meters Scaled)
 FE0291
 FE0291                          SUPERSEDED SURVEY CONTROL
 FE0291
 FE0291  NGVD 29 (??/??/??)  118.126  (m)          387.55   (f) ADJUSTED    1 2
 FE0291
 FE0291.Superseded values are not recommended for survey control.
 FE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0291.See file dsdata.txt to determine how the superseded data were derived.
 FE0291
 FE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD810847(NAD 83)
 FE0291_MARKER: DD = SURVEY DISK
 FE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0291_STAMPING: RT GN 167 1935
 FE0291_MARK LOGO: TVA   
 FE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0291+STABILITY: SURFACE MOTION
 FE0291
 FE0291  HISTORY     - Date     Condition        Report By
 FE0291  HISTORY     - 1935     MONUMENTED       TVA
 FE0291  HISTORY     - 1947     GOOD             CGS
 FE0291  HISTORY     - 1949     GOOD             CGS
 FE0291
 FE0291                          STATION DESCRIPTION
 FE0291
 FE0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0291'0.3 MI N FROM HAMBURG.
 FE0291'0.3 MILE NORTH ALONG A ROAD TO PITTSBURG LANDING FROM THE MAIN
 FE0291'ROAD JUNCTION AT HAMBURG, AT THE EAST END OF A HEDGE ROW BETWEEN
 FE0291'TWO CULTIVATED FIELDS, 45 FEET WEST OF THE CENTER LINE OF THE
 FE0291'ROAD, 21 FEET NORTHWEST OF A 24-INCH TRIANGULAR BLAZED HICKORY
 FE0291'TREE, 3 FEET SOUTH OF THE CENTER OF THE HEDGE ROW, 2 FEET NORTH
 FE0291'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 FE0291'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- A STEEL
 FE0291'POST WAS SET 2 FEET WEST OF MARKER.
 FE0291
 FE0291                          STATION RECOVERY (1949)
 FE0291
 FE0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0237 ***********************************************************************
 FE0237  DESIGNATION -  RT GN 180
 FE0237  PID         -  FE0237
 FE0237  STATE/COUNTY-  TN/HARDIN
 FE0237  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0237
 FE0237                         *CURRENT SURVEY CONTROL
 FE0237  ___________________________________________________________________
 FE0237* NAD 83(1986)-  35 13 17.     (N)    088 19 03.     (W)     SCALED    
 FE0237* NAVD 88     -       139.299  (meters)     457.02   (feet)  ADJUSTED  
 FE0237  ___________________________________________________________________
 FE0237  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0237  DYNAMIC HT  -         139.172 (meters)     456.60  (feet)  COMP
 FE0237  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FE0237
 FE0237  VERT ORDER  -  FIRST     CLASS II
 FE0237
 FE0237.The horizontal coordinates were scaled from a topographic map and have
 FE0237.an estimated accuracy of +/- 6 seconds.
 FE0237
 FE0237.The orthometric height was determined by differential leveling
 FE0237.and adjusted by the National Geodetic Survey in June 1991..
 FE0237
 FE0237.The geoid height was determined by GEOID03.
 FE0237
 FE0237.The dynamic height is computed by dividing the NAVD 88
 FE0237.geopotential number by the normal gravity value computed on the
 FE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0237.degrees latitude (g = 980.6199 gals.).
 FE0237
 FE0237.The modeled gravity was interpolated from observed gravity values.
 FE0237
 FE0237;                    North         East    Units  Estimated Accuracy
 FE0237;SPC TN       -   101,030.      389,030.      MT  (+/- 180 meters Scaled)
 FE0237
 FE0237                          SUPERSEDED SURVEY CONTROL
 FE0237
 FE0237  NGVD 29 (??/??/??)  139.309  (m)          457.05   (f) ADJUSTED    1 2
 FE0237
 FE0237.Superseded values are not recommended for survey control.
 FE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0237.See file dsdata.txt to determine how the superseded data were derived.
 FE0237
 FE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD800983(NAD 83)
 FE0237_MARKER: DD = SURVEY DISK
 FE0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0237_STAMPING: RT GN 180 1935
 FE0237_MARK LOGO: TVA   
 FE0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0237+STABILITY: SURFACE MOTION
 FE0237
 FE0237  HISTORY     - Date     Condition        Report By
 FE0237  HISTORY     - 1935     MONUMENTED       TVA
 FE0237  HISTORY     - 1949     GOOD             CGS
 FE0237
 FE0237                          STATION DESCRIPTION
 FE0237
 FE0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0237'0.2 MI E FROM CRUMP.
 FE0237'0.25 MILE EAST ALONG U.S. HIGHWAY 64 FROM THE METHODIST CHURCH
 FE0237'AND CEMETERY AT CRUMP, HARDIN COUNTY, 79 FEET NORTH ACROSS THE
 FE0237'HIGHWAY FROM THE NORTHWEST CORNER OF A NEW (1949) BUILDING
 FE0237'HOUSING THE POST OFFICE, 84 FEET NORTHWEST ACROSS THE HIGHWAY
 FE0237'FROM THE NORTHWEST CORNER OF A GULF SERVICE STATION, 33 FEET
 FE0237'NORTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE
 FE0237'SOUTHEAST CORNER OF THE OLD POST OFFICE BUILDING, AND ABOUT 1/2
 FE0237'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 FE0237'STANDARD DISK, STAMPED RT GN 180 1935 AND SET IN THE TOP OF A
 FE0237'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0234 ***********************************************************************
 FE0234  DESIGNATION -  RT GN 182
 FE0234  PID         -  FE0234
 FE0234  STATE/COUNTY-  TN/HARDIN
 FE0234  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0234
 FE0234                         *CURRENT SURVEY CONTROL
 FE0234  ___________________________________________________________________
 FE0234* NAD 83(1995)-  35 13 35.26632(N)    088 17 17.04991(W)     ADJUSTED  
 FE0234* NAVD 88     -       123.684  (meters)     405.79   (feet)  ADJUSTED  
 FE0234  ___________________________________________________________________
 FE0234  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FE0234  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0234  DYNAMIC HT  -         123.572 (meters)     405.42  (feet)  COMP
 FE0234  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FE0234
 FE0234  HORZ ORDER  -  SECOND
 FE0234  VERT ORDER  -  FIRST     CLASS II
 FE0234
 FE0234.The horizontal coordinates were established by classical geodetic methods
 FE0234.and adjusted by the National Geodetic Survey in April 1999..
 FE0234
 FE0234.The orthometric height was determined by differential leveling
 FE0234.and adjusted by the National Geodetic Survey in June 1991..
 FE0234
 FE0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0234
 FE0234.The geoid height was determined by GEOID03.
 FE0234
 FE0234.The dynamic height is computed by dividing the NAVD 88
 FE0234.geopotential number by the normal gravity value computed on the
 FE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0234.degrees latitude (g = 980.6199 gals.).
 FE0234
 FE0234.The modeled gravity was interpolated from observed gravity values.
 FE0234
 FE0234;                    North         East     Units Scale Factor Converg.
 FE0234;SPC TN       -   101,528.011   391,721.530   MT  1.00000424   -1 20 22.3
 FE0234;SPC TN       -   333,096.48  1,285,173.05   sFT  1.00000424   -1 20 22.3
 FE0234;UTM  16      - 3,898,917.474   382,782.954   MT  0.99976933   -0 44 35.0
 FE0234
 FE0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0234!SPC TN       -   0.99998492  x   1.00000424  =   0.99998916
 FE0234!UTM  16      -   0.99998492  x   0.99976933  =   0.99975425
 FE0234
 FE0234:                Primary Azimuth Mark                     Grid Az
 FE0234:SPC TN       -  SAVANNAH MUNICIPAL TANK                  090 52 35.5
 FE0234:UTM  16      -  SAVANNAH MUNICIPAL TANK                  090 16 48.2
 FE0234
 FE0234|---------------------------------------------------------------------|
 FE0234| PID    Reference Object                     Distance      Geod. Az  |
 FE0234|                                                           dddmmss.s |
 FE0234| FE2251 SAVANNAH MUNICIPAL TANK             APPROX. 4.1 KM 0893213.2 |
 FE0234| FE2256 SAVANNAH COUNTY CTHSE CUPOLA        APPROX. 3.4 KM 0930411.6 |
 FE0234| CG4177 RT GN 182 AZ MK                                    0942650.7 |
 FE0234| CG4178 RT GN 182 RM 1                       22.596 METERS 10537     |
 FE0234| CG4179 RT GN 182 RM 2                       17.316 METERS 28028     |
 FE0234|---------------------------------------------------------------------|
 FE0234
 FE0234                          SUPERSEDED SURVEY CONTROL
 FE0234
 FE0234  NAD 83(1995)-  35 13 35.26921(N)    088 17 17.05007(W) AD(       ) 2
 FE0234  NAD 83(1995)-  35 13 35.26966(N)    088 17 17.04963(W) AD(       ) 2
 FE0234  NAD 83(1995)-  35 13 35.27360(N)    088 17 17.04987(W) AD(       ) 2
 FE0234  NAD 83(1986)-  35 13 35.27520(N)    088 17 17.04964(W) AD(       ) 2
 FE0234  NAD 27      -  35 13 34.98250(N)    088 17 16.91650(W) AD(       ) 2
 FE0234  NGVD 29 (??/??/??)  123.696  (m)          405.83   (f) ADJUSTED    1 2
 FE0234
 FE0234.Superseded values are not recommended for survey control.
 FE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0234.See file dsdata.txt to determine how the superseded data were derived.
 FE0234
 FE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8278398917(NAD 83)
 FE0234_MARKER: DD = SURVEY DISK
 FE0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0234_STAMPING: RT GN 182 1935
 FE0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0234+STABILITY: SURFACE MOTION
 FE0234
 FE0234  HISTORY     - Date     Condition        Report By
 FE0234  HISTORY     - 1962     MONUMENTED       TVA
 FE0234  HISTORY     - 1949     GOOD             CGS
 FE0234
 FE0234                          STATION DESCRIPTION
 FE0234
 FE0234'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1962 (CEG)
 FE0234'THE STATION IS LOCATED ABOUT 2 MILES WEST OF SAVANNAH.
 FE0234'
 FE0234'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE0234'GO 2.2 MILES WEST TO A GRAVEL ROAD RIGHT AND THE MARK ON THE
 FE0234'RIGHT AS DESCRIBED.
 FE0234'
 FE0234'THE STATION MARK IS A STANDARD TVA TRAVERSE DISK CEMENTED FLUSH IN A
 FE0234'6-INCH SQUARE CONCRETE MONUMENT AND THE DISK IS STAMPED RTGN 182
 FE0234'1935.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 28 FEET
 FE0234'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 15, 28 FEET EAST OF
 FE0234'THE APPROXIMATE CENTER OF A GRAVEL ROAD, AND 2.4 FEET NORTHWEST OF A
 FE0234'WITNESS POST.
 FE0234'
 FE0234'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0234'CEMENTED FLUSH IN THE NORTHWEST END OF A BRIDGE AND THE DISK IS
 FE0234'STAMPED TVA RTGN 182 1935 RM-1 1962.
 FE0234'
 FE0234'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0234'CEMENTED FLUSH IN 10-INCH SQUARE CONCRETE MONUMENT AND THE DISK IS
 FE0234'STAMPED TVA RTGN 182 1935 RM-2 1962.  IT IS 34 FEET NORTH OF THE
 FE0234'APPROXIMATE CENTER OF STATE ROUTE 15, 30 FEET WEST OF THE
 FE0234'APPROXIMATE CENTER OF A GRAVEL ROAD, AND 2 FEET NORTHWEST OF A STEEL
 FE0234'GUARDRAIL.
 FE0234'
 FE0234'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0234'CEMENTED FLUSH IN A DRILLED HOLE IN THE NORTHWEST END OF A BRIDGE
 FE0234'AND THE DISK IS STAMPED TVA RTGN 182 1935 AZI 1962.
 FE0234'
 FE0234'TO REACH THE AZIMUTH MARK FROM STATION, GO 0.5 MILE EAST ON STATE
 FE0234'ROUTE 15 TO THE BRIDGE AND MARK ON THE LEFT AS DESCRIBED.
 FE0234'
 FE0234'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FE0234
 FE0234                          STATION RECOVERY (1949)
 FE0234
 FE0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0234'2.2 MI W FROM SAVANNAH.
 FE0234'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0234'SAVANNAH, HARDIN COUNTY, AT THE JUNCTION OF STATE HIGHWAY 22
 FE0234'LEADING NORTH, 73 FEET WEST OF THE NORTHWEST CORNER OF A 320-FOOT
 FE0234'CONCRETE BRIDGE ON U.S. HIGHWAY 64, 30 FEET EAST OF THE CENTERLINE
 FE0234'OF STATE HIGHWAY 22, 28 FEET NORTH OF THE CENTERLINE OF U.S.
 FE0234'HIGHWAY 64, 70 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 FE0234'1 FOOT NORTHEAST OF A CABLE GUARDRAIL, 2 FEET NORTH OF A WHITE
 FE0234'WOODEN WITNESS POST, 2 FEET WEST OF A STEEL POST, AND ABOUT 1/2
 FE0234'FOOT BELOW THE LEVEL OF THE JUNCTION.  A TENNESSEE VALLEY
 FE0234'AUTHORITY STANDARD DISK, STAMPED RT GN 182 1935 AND SET IN
 FE0234'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0278 ***********************************************************************
 FE0278  DESIGNATION -  RT GN 194
 FE0278  PID         -  FE0278
 FE0278  STATE/COUNTY-  TN/HARDIN
 FE0278  USGS QUAD   -  COUNCE (1984)
 FE0278
 FE0278                         *CURRENT SURVEY CONTROL
 FE0278  ___________________________________________________________________
 FE0278* NAD 83(1986)-  35 02 51.     (N)    088 15 12.     (W)     SCALED    
 FE0278* NAVD 88     -       130.490  (meters)     428.12   (feet)  ADJUSTED  
 FE0278  ___________________________________________________________________
 FE0278  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE0278  DYNAMIC HT  -         130.369 (meters)     427.72  (feet)  COMP
 FE0278  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FE0278
 FE0278  VERT ORDER  -  FIRST     CLASS II
 FE0278
 FE0278.The horizontal coordinates were scaled from a topographic map and have
 FE0278.an estimated accuracy of +/- 6 seconds.
 FE0278
 FE0278.The orthometric height was determined by differential leveling
 FE0278.and adjusted by the National Geodetic Survey in June 1991..
 FE0278
 FE0278.The geoid height was determined by GEOID03.
 FE0278
 FE0278.The dynamic height is computed by dividing the NAVD 88
 FE0278.geopotential number by the normal gravity value computed on the
 FE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0278.degrees latitude (g = 980.6199 gals.).
 FE0278
 FE0278.The modeled gravity was interpolated from observed gravity values.
 FE0278
 FE0278;                    North         East    Units  Estimated Accuracy
 FE0278;SPC TN       -    81,610.      394,430.      MT  (+/- 180 meters Scaled)
 FE0278
 FE0278                          SUPERSEDED SURVEY CONTROL
 FE0278
 FE0278  NGVD 29 (??/??/??)  130.498  (m)          428.14   (f) ADJUSTED    1 2
 FE0278
 FE0278.Superseded values are not recommended for survey control.
 FE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0278.See file dsdata.txt to determine how the superseded data were derived.
 FE0278
 FE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD856790(NAD 83)
 FE0278_MARKER: DD = SURVEY DISK
 FE0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0278_STAMPING: RT GN 194 1935
 FE0278_MARK LOGO: TVA   
 FE0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0278+STABILITY: SURFACE MOTION
 FE0278
 FE0278  HISTORY     - Date     Condition        Report By
 FE0278  HISTORY     - 1935     MONUMENTED       TVA
 FE0278  HISTORY     - 1947     GOOD             CGS
 FE0278  HISTORY     - 1949     GOOD             CGS
 FE0278
 FE0278                          STATION DESCRIPTION
 FE0278
 FE0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0278'1.2 MI E FROM COUNCE.
 FE0278'1.2 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0278'COUNCE, ABOUT 225 YARDS SOUTHWEST OF THE CONCRETE BRIDGE OVER
 FE0278'ROBINSON CREEK, AT THE JUNCTION OF AN ABANDONED ROAD LEADING
 FE0278'NORTHWEST, 190 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A
 FE0278'SMALL IMITATION BRICK HOUSE, 106 FEET NORTHWEST OF THE CENTER
 FE0278'LINE OF THE HIGHWAY, 88 FEET EAST OF THE CENTER LINE OF THE DIM
 FE0278'ROAD, 68 FEET NORTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE
 FE0278'TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0278'10 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE0278'PROJECTING 1 INCH.  NOTE-- A STEEL POST WAS SET 2 FEET NORTHEAST
 FE0278'OF MARKER.
 FE0278
 FE0278                          STATION RECOVERY (1949)
 FE0278
 FE0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0279 ***********************************************************************
 FE0279  DESIGNATION -  RT GN 195
 FE0279  PID         -  FE0279
 FE0279  STATE/COUNTY-  TN/HARDIN
 FE0279  USGS QUAD   -  COUNCE (1984)
 FE0279
 FE0279                         *CURRENT SURVEY CONTROL
 FE0279  ___________________________________________________________________
 FE0279* NAD 83(1986)-  35 02 49.     (N)    088 15 17.     (W)     SCALED    
 FE0279* NAVD 88     -       132.841  (meters)     435.83   (feet)  ADJUSTED  
 FE0279  ___________________________________________________________________
 FE0279  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE0279  DYNAMIC HT  -         132.719 (meters)     435.43  (feet)  COMP
 FE0279  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FE0279
 FE0279  VERT ORDER  -  FIRST     CLASS II
 FE0279
 FE0279.The horizontal coordinates were scaled from a topographic map and have
 FE0279.an estimated accuracy of +/- 6 seconds.
 FE0279
 FE0279.The orthometric height was determined by differential leveling
 FE0279.and adjusted by the National Geodetic Survey in June 1991..
 FE0279
 FE0279.The geoid height was determined by GEOID03.
 FE0279
 FE0279.The dynamic height is computed by dividing the NAVD 88
 FE0279.geopotential number by the normal gravity value computed on the
 FE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0279.degrees latitude (g = 980.6199 gals.).
 FE0279
 FE0279.The modeled gravity was interpolated from observed gravity values.
 FE0279
 FE0279;                    North         East    Units  Estimated Accuracy
 FE0279;SPC TN       -    81,550.      394,300.      MT  (+/- 180 meters Scaled)
 FE0279
 FE0279                          SUPERSEDED SURVEY CONTROL
 FE0279
 FE0279  NGVD 29 (??/??/??)  132.849  (m)          435.86   (f) ADJUSTED    1 2
 FE0279
 FE0279.Superseded values are not recommended for survey control.
 FE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0279.See file dsdata.txt to determine how the superseded data were derived.
 FE0279
 FE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD855789(NAD 83)
 FE0279_MARKER: DD = SURVEY DISK
 FE0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0279_STAMPING: RT GN 195 1935
 FE0279_MARK LOGO: TVA   
 FE0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0279+STABILITY: SURFACE MOTION
 FE0279
 FE0279  HISTORY     - Date     Condition        Report By
 FE0279  HISTORY     - 1935     MONUMENTED       TVA
 FE0279  HISTORY     - 1947     GOOD             CGS
 FE0279  HISTORY     - 1949     GOOD             CGS
 FE0279
 FE0279                          STATION DESCRIPTION
 FE0279
 FE0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0279'1.2 MI E FROM COUNCE.
 FE0279'1.15 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0279'COUNCE, ACROSS THE HIGHWAY FROM THE CHURCH OF CHRIST, 196 FEET
 FE0279'NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE
 FE0279'CHURCH, 146 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 103
 FE0279'FEET NORTHWEST OF A 10-INCH TRIANGULAR BLAZED OAK TREE, 38 FEET
 FE0279'SOUTHWEST OF A 6-INCH TRIANGULAR BLAZED CHERRY TREE, 2 FEET
 FE0279'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET ABOVE
 FE0279'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE0279'INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTHEAST OF MARKER.
 FE0279
 FE0279                          STATION RECOVERY (1949)
 FE0279
 FE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1042 ***********************************************************************
 FD1042  DESIGNATION -  RT GN 3
 FD1042  PID         -  FD1042
 FD1042  STATE/COUNTY-  TN/WAYNE
 FD1042  USGS QUAD   -  CLIFTON (1972)
 FD1042
 FD1042                         *CURRENT SURVEY CONTROL
 FD1042  ___________________________________________________________________
 FD1042* NAD 83(1986)-  35 23 35.     (N)    087 58 00.     (W)     SCALED    
 FD1042* NAVD 88     -       140.892  (meters)     462.24   (feet)  ADJUSTED  
 FD1042  ___________________________________________________________________
 FD1042  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD1042  DYNAMIC HT  -         140.763 (meters)     461.82  (feet)  COMP
 FD1042  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 FD1042
 FD1042  VERT ORDER  -  FIRST     CLASS II
 FD1042
 FD1042.The horizontal coordinates were scaled from a topographic map and have
 FD1042.an estimated accuracy of +/- 6 seconds.
 FD1042
 FD1042.The orthometric height was determined by differential leveling
 FD1042.and adjusted by the National Geodetic Survey in June 1991..
 FD1042
 FD1042.The geoid height was determined by GEOID03.
 FD1042
 FD1042.The dynamic height is computed by dividing the NAVD 88
 FD1042.geopotential number by the normal gravity value computed on the
 FD1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1042.degrees latitude (g = 980.6199 gals.).
 FD1042
 FD1042.The modeled gravity was interpolated from observed gravity values.
 FD1042
 FD1042;                    North         East    Units  Estimated Accuracy
 FD1042;SPC TN       -   119,370.      421,350.      MT  (+/- 180 meters Scaled)
 FD1042
 FD1042                          SUPERSEDED SURVEY CONTROL
 FD1042
 FD1042  NGVD 29 (??/??/92)  140.901  (m)          462.27   (f) ADJ UNCH    1 2
 FD1042
 FD1042.Superseded values are not recommended for survey control.
 FD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1042.See file dsdata.txt to determine how the superseded data were derived.
 FD1042
 FD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE122170(NAD 83)
 FD1042_MARKER: DD = SURVEY DISK
 FD1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1042_STAMPING: RT GN 3 1935
 FD1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1042+STABILITY: SURFACE MOTION
 FD1042
 FD1042  HISTORY     - Date     Condition        Report By
 FD1042  HISTORY     - 1935     MONUMENTED       TVA
 FD1042  HISTORY     - 1950     GOOD             NGS
 FD1042
 FD1042                          STATION DESCRIPTION
 FD1042
 FD1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1042'2 MI NE FROM CLIFTON.
 FD1042'2.0 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1042'HOTEL AT CLIFTON, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FD1042'SMALL WHITE HOUSE, AT THE JUNCTION OF THE MORRISON CREEK ROAD,
 FD1042'215 FEET SOUTHWEST ACROSS THE JUNCTION FROM M.T. STEELS
 FD1042'CONCRETE-BLOCK GROCERY STORE, IN 1947, 126 FEET SOUTH OF THE
 FD1042'PROLONGED CENTERLINE OF THE MORRISON CREEK ROAD, 37 FEET WEST OF
 FD1042'THE CENTERLINE OF THE LINDEN ROAD, 3 FEET EAST OF A FENCE AROUND A
 FD1042'GARDEN, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET EAST OF
 FD1042'A STEEL POST WITH A CONTROL-MARKER SIGN, AND ABOUT 3 FEET HIGHER
 FD1042'THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FD1042'STAMPED RT GN 3 1935 AND SET IN THE TOP OF A CONCRETE POST
 FD1042'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0230 ***********************************************************************
 FE0230  DESIGNATION -  RT GN 39
 FE0230  PID         -  FE0230
 FE0230  STATE/COUNTY-  TN/HARDIN
 FE0230  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0230
 FE0230                         *CURRENT SURVEY CONTROL
 FE0230  ___________________________________________________________________
 FE0230* NAD 83(1986)-  35 16 17.     (N)    088 17 33.     (W)     SCALED    
 FE0230* NAVD 88     -       119.987  (meters)     393.66   (feet)  ADJUSTED  
 FE0230  ___________________________________________________________________
 FE0230  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0230  DYNAMIC HT  -         119.878 (meters)     393.30  (feet)  COMP
 FE0230  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 FE0230
 FE0230  VERT ORDER  -  FIRST     CLASS II
 FE0230
 FE0230.The horizontal coordinates were scaled from a topographic map and have
 FE0230.an estimated accuracy of +/- 6 seconds.
 FE0230
 FE0230.The orthometric height was determined by differential leveling
 FE0230.and adjusted by the National Geodetic Survey in June 1991..
 FE0230
 FE0230.The geoid height was determined by GEOID03.
 FE0230
 FE0230.The dynamic height is computed by dividing the NAVD 88
 FE0230.geopotential number by the normal gravity value computed on the
 FE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0230.degrees latitude (g = 980.6199 gals.).
 FE0230
 FE0230.The modeled gravity was interpolated from observed gravity values.
 FE0230
 FE0230;                    North         East    Units  Estimated Accuracy
 FE0230;SPC TN       -   106,520.      391,440.      MT  (+/- 180 meters Scaled)
 FE0230
 FE0230                          SUPERSEDED SURVEY CONTROL
 FE0230
 FE0230  NGVD 29 (??/??/??)  119.999  (m)          393.70   (f) ADJUSTED    1 2
 FE0230
 FE0230.Superseded values are not recommended for survey control.
 FE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0230.See file dsdata.txt to determine how the superseded data were derived.
 FE0230
 FE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824039(NAD 83)
 FE0230_MARKER: DD = SURVEY DISK
 FE0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0230_SP_SET: PLATFORM
 FE0230_STAMPING: RT GN 39 1935
 FE0230_MARK LOGO: TVA   
 FE0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0230
 FE0230  HISTORY     - Date     Condition        Report By
 FE0230  HISTORY     - 1935     MONUMENTED       TVA
 FE0230  HISTORY     - 1949     GOOD             CGS
 FE0230
 FE0230                          STATION DESCRIPTION
 FE0230
 FE0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0230'5.9 MI NW FROM SAVANNAH.
 FE0230'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0230'SAVANNAH, HARDIN COUNTY, THENCE 3.8 MILES NORTH ALONG STATE
 FE0230'HIGHWAY 22, AT COFFEE LANDING, 46 FEET EAST OF THE CENTERLINE
 FE0230'OF THE HIGHWAY, 57 FEET NORTH OF THE CENTERLINE OF THE DRIVE
 FE0230'TO COFFEE LANDING, NEAR THE TOP OF A SMALL RISE, 80 FEET
 FE0230'NORTHEAST OF THE T-JUNCTION OF A ROAD LEADING EAST TO A FISH
 FE0230'CAMP, IN THE TOP OF THE SOUTHWEST CORNER OF AN OLD ABANDONED
 FE0230'CONCRETE PLATFORM, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FE0230'POST, AND ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 FE0230'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT GN 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0223 ***********************************************************************
 FE0223  DESIGNATION -  RT GN 40
 FE0223  PID         -  FE0223
 FE0223  STATE/COUNTY-  TN/HARDIN
 FE0223  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0223
 FE0223                         *CURRENT SURVEY CONTROL
 FE0223  ___________________________________________________________________
 FE0223* NAD 83(1986)-  35 16 49.     (N)    088 17 35.     (W)     SCALED    
 FE0223* NAVD 88     -       152.284  (meters)     499.62   (feet)  ADJUSTED  
 FE0223  ___________________________________________________________________
 FE0223  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0223  DYNAMIC HT  -         152.146 (meters)     499.17  (feet)  COMP
 FE0223  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0223
 FE0223  VERT ORDER  -  FIRST     CLASS II
 FE0223
 FE0223.The horizontal coordinates were scaled from a topographic map and have
 FE0223.an estimated accuracy of +/- 6 seconds.
 FE0223
 FE0223.The orthometric height was determined by differential leveling
 FE0223.and adjusted by the National Geodetic Survey in June 1991..
 FE0223
 FE0223.The geoid height was determined by GEOID03.
 FE0223
 FE0223.The dynamic height is computed by dividing the NAVD 88
 FE0223.geopotential number by the normal gravity value computed on the
 FE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0223.degrees latitude (g = 980.6199 gals.).
 FE0223
 FE0223.The modeled gravity was interpolated from observed gravity values.
 FE0223
 FE0223;                    North         East    Units  Estimated Accuracy
 FE0223;SPC TN       -   107,510.      391,410.      MT  (+/- 180 meters Scaled)
 FE0223
 FE0223                          SUPERSEDED SURVEY CONTROL
 FE0223
 FE0223  NGVD 29 (??/??/??)  152.295  (m)          499.65   (f) ADJUSTED    1 2
 FE0223
 FE0223.Superseded values are not recommended for survey control.
 FE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0223.See file dsdata.txt to determine how the superseded data were derived.
 FE0223
 FE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824048(NAD 83)
 FE0223_MARKER: DD = SURVEY DISK
 FE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0223_STAMPING: RT GN 40 1935
 FE0223_MARK LOGO: TVA   
 FE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0223+STABILITY: SURFACE MOTION
 FE0223
 FE0223  HISTORY     - Date     Condition        Report By
 FE0223  HISTORY     - 1935     MONUMENTED       TVA
 FE0223  HISTORY     - 1949     GOOD             CGS
 FE0223  HISTORY     - 1962     GOOD             TVA
 FE0223
 FE0223                          STATION DESCRIPTION
 FE0223
 FE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0223'6.6 MI NW FROM SAVANNAH.
 FE0223'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0223'SAVANNAH, HARDIN COUNTY, THENCE 4.4 MILES NORTH ALONG STATE
 FE0223'HIGHWAY 22, 0.2 MILE SOUTHEAST OF THE INTERSECTION OF AN
 FE0223'EAST-AND-WEST GRAVEL ROAD, 0.4 MILE NORTHWEST OF THE JUNCTION OF A
 FE0223'DIM ROAD LEADING EAST TO THE COFFEE LANDING GAGING STATION, 28
 FE0223'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTHWEST
 FE0223'OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, 11 FEET SOUTHWEST OF A
 FE0223'TRIANGULAR-BLAZED 8-INCH OAK TREE, 11 FEET SOUTHEAST OF ANOTHER
 FE0223'TRIANGULAR-BLAZED 8-INCH OAK TREE, 2 FEET NORTHWEST OF A WHITE
 FE0223'WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL POST, AND ABOUT
 FE0223'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A TENNESSEE VALLEY
 FE0223'AUTHORITY STANDARD DISK, STAMPED RT GN 40 1935 AND SET IN THE
 FE0223'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE0223
 FE0223                          STATION RECOVERY (1962)
 FE0223
 FE0223'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0220 ***********************************************************************
 FE0220  DESIGNATION -  RT GN 42
 FE0220  PID         -  FE0220
 FE0220  STATE/COUNTY-  TN/HARDIN
 FE0220  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0220
 FE0220                         *CURRENT SURVEY CONTROL
 FE0220  ___________________________________________________________________
 FE0220* NAD 83(1986)-  35 17 15.     (N)    088 16 50.     (W)     SCALED    
 FE0220* NAVD 88     -       145.911  (meters)     478.71   (feet)  ADJUSTED  
 FE0220  ___________________________________________________________________
 FE0220  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0220  DYNAMIC HT  -         145.778 (meters)     478.27  (feet)  COMP
 FE0220  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FE0220
 FE0220  VERT ORDER  -  FIRST     CLASS II
 FE0220
 FE0220.The horizontal coordinates were scaled from a topographic map and have
 FE0220.an estimated accuracy of +/- 6 seconds.
 FE0220
 FE0220.The orthometric height was determined by differential leveling
 FE0220.and adjusted by the National Geodetic Survey in June 1991..
 FE0220
 FE0220.The geoid height was determined by GEOID03.
 FE0220
 FE0220.The dynamic height is computed by dividing the NAVD 88
 FE0220.geopotential number by the normal gravity value computed on the
 FE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0220.degrees latitude (g = 980.6199 gals.).
 FE0220
 FE0220.The modeled gravity was interpolated from observed gravity values.
 FE0220
 FE0220;                    North         East    Units  Estimated Accuracy
 FE0220;SPC TN       -   108,280.      392,560.      MT  (+/- 180 meters Scaled)
 FE0220
 FE0220                          SUPERSEDED SURVEY CONTROL
 FE0220
 FE0220  NGVD 29 (??/??/??)  145.922  (m)          478.75   (f) ADJUSTED    1 2
 FE0220
 FE0220.Superseded values are not recommended for survey control.
 FE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0220.See file dsdata.txt to determine how the superseded data were derived.
 FE0220
 FE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE835056(NAD 83)
 FE0220_MARKER: DD = SURVEY DISK
 FE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0220_STAMPING: RT GN 42 1935
 FE0220_MARK LOGO: TVA   
 FE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0220+STABILITY: SURFACE MOTION
 FE0220
 FE0220  HISTORY     - Date     Condition        Report By
 FE0220  HISTORY     - 1935     MONUMENTED       TVA
 FE0220  HISTORY     - 1947     GOOD             CGS
 FE0220  HISTORY     - 1949     GOOD             CGS
 FE0220
 FE0220                          STATION DESCRIPTION
 FE0220
 FE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0220'3.6 MI SW FROM PROSPECT.
 FE0220'3.6 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 FE0220'22 FROM THE UNION SCHOOL AT PROSPECT, ABOUT 0.2 MILE SOUTHWEST
 FE0220'OF THE ENTRANCE TO DODD CEMETERY, 84 FEET NORTH AND ACROSS
 FE0220'THE ROAD FROM A TRIANGULAR BLAZED 10-INCH TREE, 52 FEET WEST
 FE0220'AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 10-INCH FORKED OAK
 FE0220'TREE, 13 FEET EAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 27
 FE0220'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST
 FE0220'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FE0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  MARK MAY
 FE0220'BE REACHED FROM THE COURT HOUSE AT SAVANNAH, HARDIN COUNTY BY
 FE0220'GOING ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 64, THENCE ABOUT
 FE0220'4.65 MILES NORTH ALONG STATE HIGHWAY 22, THENCE ABOUT 1.05 MILES
 FE0220'NORTHEAST ALONG A GRAVEL ROAD LEADING TO PROSPECT VIA DODD
 FE0220'CEMETERY.  NOTE-- A STEEL POST WAS SET 2.0 FEET SOUTH OF MARKER.
 FE0220
 FE0220                          STATION RECOVERY (1949)
 FE0220
 FE0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0219 ***********************************************************************
 FE0219  DESIGNATION -  RT GN 43
 FE0219  PID         -  FE0219
 FE0219  STATE/COUNTY-  TN/HARDIN
 FE0219  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0219
 FE0219                         *CURRENT SURVEY CONTROL
 FE0219  ___________________________________________________________________
 FE0219* NAD 83(1986)-  35 17 21.     (N)    088 16 44.     (W)     SCALED    
 FE0219* NAVD 88     -       162.017  (meters)     531.55   (feet)  ADJUSTED  
 FE0219  ___________________________________________________________________
 FE0219  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0219  DYNAMIC HT  -         161.870 (meters)     531.07  (feet)  COMP
 FE0219  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 FE0219
 FE0219  VERT ORDER  -  FIRST     CLASS II
 FE0219
 FE0219.The horizontal coordinates were scaled from a topographic map and have
 FE0219.an estimated accuracy of +/- 6 seconds.
 FE0219
 FE0219.The orthometric height was determined by differential leveling
 FE0219.and adjusted by the National Geodetic Survey in June 1991..
 FE0219
 FE0219.The geoid height was determined by GEOID03.
 FE0219
 FE0219.The dynamic height is computed by dividing the NAVD 88
 FE0219.geopotential number by the normal gravity value computed on the
 FE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0219.degrees latitude (g = 980.6199 gals.).
 FE0219
 FE0219.The modeled gravity was interpolated from observed gravity values.
 FE0219
 FE0219;                    North         East    Units  Estimated Accuracy
 FE0219;SPC TN       -   108,460.      392,720.      MT  (+/- 180 meters Scaled)
 FE0219
 FE0219                          SUPERSEDED SURVEY CONTROL
 FE0219
 FE0219  NGVD 29 (??/??/??)  162.028  (m)          531.59   (f) ADJUSTED    1 2
 FE0219
 FE0219.Superseded values are not recommended for survey control.
 FE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0219.See file dsdata.txt to determine how the superseded data were derived.
 FE0219
 FE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE837058(NAD 83)
 FE0219_MARKER: DD = SURVEY DISK
 FE0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0219_STAMPING: RT GN 43 1935
 FE0219_MARK LOGO: TVA   
 FE0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0219+STABILITY: SURFACE MOTION
 FE0219
 FE0219  HISTORY     - Date     Condition        Report By
 FE0219  HISTORY     - 1935     MONUMENTED       TVA
 FE0219  HISTORY     - 1949     GOOD             CGS
 FE0219
 FE0219                          STATION DESCRIPTION
 FE0219
 FE0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0219'3.4 MI SW FROM PROSPECT.
 FE0219'3.4 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 FE0219'22 FROM UNION SCHOOL AT PROSPECT, HARDIN COUNTY, 300 FEET WEST
 FE0219'OF DONOHOO CEMETERY, 200 FEET SOUTHWEST ACROSS THE ROAD FROM THE
 FE0219'SOUTHWEST CORNER OF THE FENCE AROUND DODD CEMETERY, 42 FEET
 FE0219'NORTHWEST OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF A
 FE0219'TRIANGULAR-BLAZED 12-INCH HICKORY TREE, 14 FEET NORTH OF A
 FE0219'TRIANGULAR-BLAZED 10-INCH OAK TREE, 2 FEET NORTHEAST OF A WHITE
 FE0219'WOODEN WITNESS POST, 2 FEET NORTH OF A STEEL POST, AND ABOUT
 FE0219'6 FEET ABOVE THE LEVEL OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY
 FE0219'STANDARD DISK, STAMPED RT GN 43 1935 AND SET IN THE TOP OF A
 FE0219'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0218 ***********************************************************************
 FE0218  DESIGNATION -  RT GN 44
 FE0218  PID         -  FE0218
 FE0218  STATE/COUNTY-  TN/HARDIN
 FE0218  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0218
 FE0218                         *CURRENT SURVEY CONTROL
 FE0218  ___________________________________________________________________
 FE0218* NAD 83(1986)-  35 17 53.     (N)    088 16 00.     (W)     SCALED    
 FE0218* NAVD 88     -       158.386  (meters)     519.64   (feet)  ADJUSTED  
 FE0218  ___________________________________________________________________
 FE0218  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0218  DYNAMIC HT  -         158.243 (meters)     519.17  (feet)  COMP
 FE0218  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FE0218
 FE0218  VERT ORDER  -  FIRST     CLASS II
 FE0218
 FE0218.The horizontal coordinates were scaled from a topographic map and have
 FE0218.an estimated accuracy of +/- 6 seconds.
 FE0218
 FE0218.The orthometric height was determined by differential leveling
 FE0218.and adjusted by the National Geodetic Survey in June 1991..
 FE0218
 FE0218.The geoid height was determined by GEOID03.
 FE0218
 FE0218.The dynamic height is computed by dividing the NAVD 88
 FE0218.geopotential number by the normal gravity value computed on the
 FE0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0218.degrees latitude (g = 980.6199 gals.).
 FE0218
 FE0218.The modeled gravity was interpolated from observed gravity values.
 FE0218
 FE0218;                    North         East    Units  Estimated Accuracy
 FE0218;SPC TN       -   109,420.      393,850.      MT  (+/- 180 meters Scaled)
 FE0218
 FE0218                          SUPERSEDED SURVEY CONTROL
 FE0218
 FE0218  NGVD 29 (??/??/??)  158.397  (m)          519.67   (f) ADJUSTED    1 2
 FE0218
 FE0218.Superseded values are not recommended for survey control.
 FE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0218.See file dsdata.txt to determine how the superseded data were derived.
 FE0218
 FE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE848068(NAD 83)
 FE0218_MARKER: DD = SURVEY DISK
 FE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0218_STAMPING: RT GN 44 1935
 FE0218_MARK LOGO: TVA   
 FE0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0218+STABILITY: SURFACE MOTION
 FE0218
 FE0218  HISTORY     - Date     Condition        Report By
 FE0218  HISTORY     - 1935     MONUMENTED       TVA
 FE0218  HISTORY     - 1947     GOOD             CGS
 FE0218  HISTORY     - 1949     GOOD             CGS
 FE0218
 FE0218                          STATION DESCRIPTION
 FE0218
 FE0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0218'2.4 MI SW FROM PROSPECT.
 FE0218'2.45 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO STATE
 FE0218'HIGHWAY 22 FROM THE UNION SCHOOL AT PROSPECT, ABOUT 0.95 MILE
 FE0218'NORTHEAST OF DODD CEMETERY, ABOUT 0.25 MILE NORTHEAST OF A CROSS
 FE0218'ROAD, 140 FEET NORTH AND ACROSS THE ROAD FROM A 10-INCH TRIANGULAR
 FE0218'BLAZED OAK TREE, 76 FEET SOUTH OF A TRIANGULAR BLAZED 24-INCH
 FE0218'OAK TREE, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 FE0218'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE
 FE0218'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0218'NOTE-- A STEEL POST WAS SET 2.0 FEET NORTHEAST OF MARKER.
 FE0218
 FE0218                          STATION RECOVERY (1949)
 FE0218
 FE0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0217 ***********************************************************************
 FE0217  DESIGNATION -  RT GN 45
 FE0217  PID         -  FE0217
 FE0217  STATE/COUNTY-  TN/HARDIN
 FE0217  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0217
 FE0217                         *CURRENT SURVEY CONTROL
 FE0217  ___________________________________________________________________
 FE0217* NAD 83(1986)-  35 17 58.     (N)    088 15 56.     (W)     SCALED    
 FE0217* NAVD 88     -       159.535  (meters)     523.41   (feet)  ADJUSTED  
 FE0217  ___________________________________________________________________
 FE0217  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0217  DYNAMIC HT  -         159.391 (meters)     522.94  (feet)  COMP
 FE0217  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FE0217
 FE0217  VERT ORDER  -  FIRST     CLASS II
 FE0217
 FE0217.The horizontal coordinates were scaled from a topographic map and have
 FE0217.an estimated accuracy of +/- 6 seconds.
 FE0217
 FE0217.The orthometric height was determined by differential leveling
 FE0217.and adjusted by the National Geodetic Survey in June 1991..
 FE0217
 FE0217.The geoid height was determined by GEOID03.
 FE0217
 FE0217.The dynamic height is computed by dividing the NAVD 88
 FE0217.geopotential number by the normal gravity value computed on the
 FE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0217.degrees latitude (g = 980.6199 gals.).
 FE0217
 FE0217.The modeled gravity was interpolated from observed gravity values.
 FE0217
 FE0217;                    North         East    Units  Estimated Accuracy
 FE0217;SPC TN       -   109,580.      393,960.      MT  (+/- 180 meters Scaled)
 FE0217
 FE0217                          SUPERSEDED SURVEY CONTROL
 FE0217
 FE0217  NGVD 29 (??/??/??)  159.546  (m)          523.44   (f) ADJUSTED    1 2
 FE0217
 FE0217.Superseded values are not recommended for survey control.
 FE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0217.See file dsdata.txt to determine how the superseded data were derived.
 FE0217
 FE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE849069(NAD 83)
 FE0217_MARKER: DD = SURVEY DISK
 FE0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0217_STAMPING: RT GN 45 1935
 FE0217_MARK LOGO: TVA   
 FE0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0217+STABILITY: SURFACE MOTION
 FE0217
 FE0217  HISTORY     - Date     Condition        Report By
 FE0217  HISTORY     - 1935     MONUMENTED       TVA
 FE0217  HISTORY     - 1949     GOOD             CGS
 FE0217
 FE0217                          STATION DESCRIPTION
 FE0217
 FE0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0217'2.4 MI SW FROM PROSPECT.
 FE0217'2.4 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 FE0217'22 FROM UNION SCHOOL AT PROSPECT, HARDIN COUNTY, 1.0 MILE
 FE0217'NORTHEAST OF DODD CEMETERY, 0.4 MILE NORTHEAST OF A ROAD
 FE0217'INTERSECTION, 22 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 53
 FE0217'FEET SOUTH OF A TRIANGULAR-BLAZED 8-INCH OAK TREE, 25 FEET
 FE0217'NORTHEAST OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, 14 FEET
 FE0217'SOUTHWEST OF A TRIANGULAR-BLAZED 6-INCH OAK TREE, 2 FEET SOUTH OF
 FE0217'A WIRE FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE0217'2 FEET SOUTHWEST OF A STEEL POST, AND ABOUT 1/2 FOOT ABOVE
 FE0217'THE LEVEL OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FE0217'DISK, STAMPED RT GN 45 1935 AND SET IN THE TOP OF A CONCRETE
 FE0217'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0216 ***********************************************************************
 FE0216  DESIGNATION -  RT GN 46
 FE0216  PID         -  FE0216
 FE0216  STATE/COUNTY-  TN/HARDIN
 FE0216  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0216
 FE0216                         *CURRENT SURVEY CONTROL
 FE0216  ___________________________________________________________________
 FE0216* NAD 83(1986)-  35 18 21.     (N)    088 15 08.     (W)     SCALED    
 FE0216* NAVD 88     -       157.454  (meters)     516.58   (feet)  ADJUSTED  
 FE0216  ___________________________________________________________________
 FE0216  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0216  DYNAMIC HT  -         157.312 (meters)     516.11  (feet)  COMP
 FE0216  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FE0216
 FE0216  VERT ORDER  -  FIRST     CLASS II
 FE0216
 FE0216.The horizontal coordinates were scaled from a topographic map and have
 FE0216.an estimated accuracy of +/- 6 seconds.
 FE0216
 FE0216.The orthometric height was determined by differential leveling
 FE0216.and adjusted by the National Geodetic Survey in June 1991..
 FE0216
 FE0216.The geoid height was determined by GEOID03.
 FE0216
 FE0216.The dynamic height is computed by dividing the NAVD 88
 FE0216.geopotential number by the normal gravity value computed on the
 FE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0216.degrees latitude (g = 980.6199 gals.).
 FE0216
 FE0216.The modeled gravity was interpolated from observed gravity values.
 FE0216
 FE0216;                    North         East    Units  Estimated Accuracy
 FE0216;SPC TN       -   110,260.      395,190.      MT  (+/- 180 meters Scaled)
 FE0216
 FE0216                          SUPERSEDED SURVEY CONTROL
 FE0216
 FE0216  NGVD 29 (??/??/??)  157.464  (m)          516.61   (f) ADJUSTED    1 2
 FE0216
 FE0216.Superseded values are not recommended for survey control.
 FE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0216.See file dsdata.txt to determine how the superseded data were derived.
 FE0216
 FE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE861076(NAD 83)
 FE0216_MARKER: DD = SURVEY DISK
 FE0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0216_STAMPING: RT GN 46 1935
 FE0216_MARK LOGO: TVA   
 FE0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0216+STABILITY: SURFACE MOTION
 FE0216
 FE0216  HISTORY     - Date     Condition        Report By
 FE0216  HISTORY     - 1935     MONUMENTED       TVA
 FE0216  HISTORY     - 1947     GOOD             CGS
 FE0216  HISTORY     - 1949     GOOD             CGS
 FE0216
 FE0216                          STATION DESCRIPTION
 FE0216
 FE0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0216'1.4 MI S FROM PROSPECT.
 FE0216'1.4 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 22
 FE0216'FROM THE UNION SCHOOL AT PROSPECT, ABOUT 1.25 MILES SOUTH OF THE
 FE0216'C.B. BROYLES GENERAL STORE AT PROSPECT, 51 FEET SOUTHWEST OF THE
 FE0216'SOUTHWEST CORNER OF A 1-STORY FARM HOUSE, 82 FEET NORTHWEST
 FE0216'OF THE CENTER LINE OF THE ROAD, 111 FEET SOUTHEAST OF THE
 FE0216'SOUTHEAST CORNER OF THE BARN, 25 FEET SOUTHWEST OF A 36-INCH OAK
 FE0216'TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET
 FE0216'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0216'6 INCHES.  NOTE-- A STEEL POST WAS SET 2.0 FEET SOUTH OF MARKER.
 FE0216
 FE0216                          STATION RECOVERY (1949)
 FE0216
 FE0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0215 ***********************************************************************
 FE0215  DESIGNATION -  RT GN 47
 FE0215  PID         -  FE0215
 FE0215  STATE/COUNTY-  TN/HARDIN
 FE0215  USGS QUAD   -  HOOKERS BEND (1972)
 FE0215
 FE0215                         *CURRENT SURVEY CONTROL
 FE0215  ___________________________________________________________________
 FE0215* NAD 83(1986)-  35 19 12.     (N)    088 14 29.     (W)     SCALED    
 FE0215* NAVD 88     -       141.210  (meters)     463.29   (feet)  ADJUSTED  
 FE0215  ___________________________________________________________________
 FE0215  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0215  DYNAMIC HT  -         141.082 (meters)     462.87  (feet)  COMP
 FE0215  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FE0215
 FE0215  VERT ORDER  -  FIRST     CLASS II
 FE0215
 FE0215.The horizontal coordinates were scaled from a topographic map and have
 FE0215.an estimated accuracy of +/- 6 seconds.
 FE0215
 FE0215.The orthometric height was determined by differential leveling
 FE0215.and adjusted by the National Geodetic Survey in June 1991..
 FE0215
 FE0215.The geoid height was determined by GEOID03.
 FE0215
 FE0215.The dynamic height is computed by dividing the NAVD 88
 FE0215.geopotential number by the normal gravity value computed on the
 FE0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0215.degrees latitude (g = 980.6199 gals.).
 FE0215
 FE0215.The modeled gravity was interpolated from observed gravity values.
 FE0215
 FE0215;                    North         East    Units  Estimated Accuracy
 FE0215;SPC TN       -   111,800.      396,210.      MT  (+/- 180 meters Scaled)
 FE0215
 FE0215                          SUPERSEDED SURVEY CONTROL
 FE0215
 FE0215  NGVD 29 (??/??/??)  141.221  (m)          463.32   (f) ADJUSTED    1 2
 FE0215
 FE0215.Superseded values are not recommended for survey control.
 FE0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0215.See file dsdata.txt to determine how the superseded data were derived.
 FE0215
 FE0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE871092(NAD 83)
 FE0215_MARKER: DD = SURVEY DISK
 FE0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0215_STAMPING: RT GN 47 1935
 FE0215_MARK LOGO: TVA   
 FE0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0215+STABILITY: SURFACE MOTION
 FE0215
 FE0215  HISTORY     - Date     Condition        Report By
 FE0215  HISTORY     - 1935     MONUMENTED       TVA
 FE0215  HISTORY     - 1947     GOOD             CGS
 FE0215  HISTORY     - 1949     GOOD             CGS
 FE0215
 FE0215                          STATION DESCRIPTION
 FE0215
 FE0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0215'AT PROSPECT.
 FE0215'AT PROSPECT, ABOUT 0.15 MILE SOUTHWEST OF THE UNION SCHOOL, AT
 FE0215'THE NORTHEAST CORNER OF C.B. BROYLES GENERAL STORE, 28 FEET
 FE0215'SOUTHWEST OF THE SOUTHWEST CORNER OF THE C.B. BROYLES HOME, ON
 FE0215'A TURN IN THE ROAD WITH TANGENTS EAST AND SOUTH, 12 FEET SOUTHEAST
 FE0215'OF THE NORTHEAST CORNER OF THE STORE, 51 FEET NORTH OF THE EAST
 FE0215'TANGENT OF THE GRAVEL ROAD AND ABOUT IN LINE WITH THE SOUTH
 FE0215'TANGENT, 7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WELL CURB,
 FE0215'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE
 FE0215'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 FE0215'INCHES.
 FE0215
 FE0215                          STATION RECOVERY (1949)
 FE0215
 FE0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0213 ***********************************************************************
 FE0213  DESIGNATION -  RT GN 49
 FE0213  PID         -  FE0213
 FE0213  STATE/COUNTY-  TN/HARDIN
 FE0213  USGS QUAD   -  HOOKERS BEND (1972)
 FE0213
 FE0213                         *CURRENT SURVEY CONTROL
 FE0213  ___________________________________________________________________
 FE0213* NAD 83(1986)-  35 19 13.     (N)    088 12 53.     (W)     SCALED    
 FE0213* NAVD 88     -       126.906  (meters)     416.36   (feet)  ADJUSTED  
 FE0213  ___________________________________________________________________
 FE0213  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0213  DYNAMIC HT  -         126.791 (meters)     415.98  (feet)  COMP
 FE0213  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FE0213
 FE0213  VERT ORDER  -  FIRST     CLASS II
 FE0213
 FE0213.The horizontal coordinates were scaled from a topographic map and have
 FE0213.an estimated accuracy of +/- 6 seconds.
 FE0213
 FE0213.The orthometric height was determined by differential leveling
 FE0213.and adjusted by the National Geodetic Survey in June 1991..
 FE0213
 FE0213.The geoid height was determined by GEOID03.
 FE0213
 FE0213.The dynamic height is computed by dividing the NAVD 88
 FE0213.geopotential number by the normal gravity value computed on the
 FE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0213.degrees latitude (g = 980.6199 gals.).
 FE0213
 FE0213.The modeled gravity was interpolated from observed gravity values.
 FE0213
 FE0213;                    North         East    Units  Estimated Accuracy
 FE0213;SPC TN       -   111,780.      398,630.      MT  (+/- 180 meters Scaled)
 FE0213
 FE0213                          SUPERSEDED SURVEY CONTROL
 FE0213
 FE0213  NGVD 29 (??/??/??)  126.917  (m)          416.39   (f) ADJUSTED    1 2
 FE0213
 FE0213.Superseded values are not recommended for survey control.
 FE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0213.See file dsdata.txt to determine how the superseded data were derived.
 FE0213
 FE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE895092(NAD 83)
 FE0213_MARKER: DD = SURVEY DISK
 FE0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0213_STAMPING: RT GN 49 1935
 FE0213_MARK LOGO: TVA   
 FE0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0213+STABILITY: SURFACE MOTION
 FE0213
 FE0213  HISTORY     - Date     Condition        Report By
 FE0213  HISTORY     - 1935     MONUMENTED       TVA
 FE0213  HISTORY     - 1947     GOOD             CGS
 FE0213  HISTORY     - 1949     GOOD             CGS
 FE0213
 FE0213                          STATION DESCRIPTION
 FE0213
 FE0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0213'1.4 MI E FROM PROSPECT.
 FE0213'1.45 MILES EAST ALONG A GRAVEL ROAD LEADING TO SALTILLO FROM
 FE0213'THE UNION SCHOOL AT PROSPECT, ABOUT 0.7 MILE SOUTH OF THE OAKLAND
 FE0213'CHURCH, AT THE ALLEN STORE AND A RIGHT ANGLE TURN IN THE
 FE0213'PROSPECT-SALTILLO ROAD WITH TANGENTS NORTH AND WEST AND A GRAVEL
 FE0213'ROAD LEADING SOUTH TO DICKEY LANDING, 101 FEET SOUTHEAST AND
 FE0213'ACROSS THE NORTH TANGENT OF THE ROAD FROM THE SOUTHEAST CORNER
 FE0213'OF THE ALLEN GENERAL STORE, 36 FEET EAST OF THE NORTH TANGENT
 FE0213'OF THE ROAD AND THE CENTER LINE OF THE ROAD SOUTH, 30 FEET SOUTH
 FE0213'OF THE PROLONGED CENTER LINE OF THE WEST TANGENT, 19 FEET
 FE0213'NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN
 FE0213'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 FE0213'A CONCRETE POST PROJECTING 6 IN.  NOTE-- A STEEL POST WAS SET
 FE0213'2.0 FEET WEST OF MONUMENT.
 FE0213
 FE0213                          STATION RECOVERY (1949)
 FE0213
 FE0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1050 ***********************************************************************
 FD1050  DESIGNATION -  RT GN 5
 FD1050  PID         -  FD1050
 FD1050  STATE/COUNTY-  TN/WAYNE
 FD1050  USGS QUAD   -  CLIFTON (1972)
 FD1050
 FD1050                         *CURRENT SURVEY CONTROL
 FD1050  ___________________________________________________________________
 FD1050* NAD 83(1986)-  35 23 14.     (N)    087 59 43.     (W)     SCALED    
 FD1050* NAVD 88     -       122.869  (meters)     403.11   (feet)  ADJUSTED  
 FD1050  ___________________________________________________________________
 FD1050  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1050  DYNAMIC HT  -         122.756 (meters)     402.74  (feet)  COMP
 FD1050  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FD1050
 FD1050  VERT ORDER  -  FIRST     CLASS II
 FD1050
 FD1050.The horizontal coordinates were scaled from a topographic map and have
 FD1050.an estimated accuracy of +/- 6 seconds.
 FD1050
 FD1050.The orthometric height was determined by differential leveling
 FD1050.and adjusted by the National Geodetic Survey in June 1991..
 FD1050
 FD1050.The geoid height was determined by GEOID03.
 FD1050
 FD1050.The dynamic height is computed by dividing the NAVD 88
 FD1050.geopotential number by the normal gravity value computed on the
 FD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1050.degrees latitude (g = 980.6199 gals.).
 FD1050
 FD1050.The modeled gravity was interpolated from observed gravity values.
 FD1050
 FD1050;                    North         East    Units  Estimated Accuracy
 FD1050;SPC TN       -   118,780.      418,730.      MT  (+/- 180 meters Scaled)
 FD1050
 FD1050                          SUPERSEDED SURVEY CONTROL
 FD1050
 FD1050  NGVD 29 (??/??/92)  122.878  (m)          403.14   (f) ADJ UNCH    1 2
 FD1050
 FD1050.Superseded values are not recommended for survey control.
 FD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1050.See file dsdata.txt to determine how the superseded data were derived.
 FD1050
 FD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE096164(NAD 83)
 FD1050_MARKER: DD = SURVEY DISK
 FD1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1050_STAMPING: RT GN 5 1935
 FD1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1050+STABILITY: SURFACE MOTION
 FD1050
 FD1050  HISTORY     - Date     Condition        Report By
 FD1050  HISTORY     - 1935     MONUMENTED       TVA
 FD1050  HISTORY     - 1950     GOOD             NGS
 FD1050  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1050
 FD1050                          STATION DESCRIPTION
 FD1050
 FD1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1050'AT CLIFTON.
 FD1050'AT CLIFTON, AT THE JUNCTION OF STATE HIGHWAY 114 AND THE LINDEN
 FD1050'ROAD, 58 FEET NORTH ACROSS THE LINDEN ROAD FROM THE NORTHWEST
 FD1050'CORNER OF THE RIVERSIDE HOTEL, 34 FEET EAST OF THE CENTERLINE OF
 FD1050'STATE HIGHWAY 114, 27 FEET NORTH OF THE CENTERLINE OF THE LINDEN
 FD1050'ROAD, 2 FEET NORTH OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE
 FD1050'WOODEN WITNESS POST, 2 FEET NORTHWEST OF A STEEL POST WITH A
 FD1050'CONTROL-MARKER SIGN, AND ABOUT 1 FOOT LOWER THAN THE ROAD JUNCTION.
 FD1050'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT GN 5 1935
 FD1050'AND SET IN THE TOP OF A CONCRETE POST.
 FD1050
 FD1050                          STATION RECOVERY (2002)
 FD1050
 FD1050'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0212 ***********************************************************************
 FE0212  DESIGNATION -  RT GN 51
 FE0212  PID         -  FE0212
 FE0212  STATE/COUNTY-  TN/HARDIN
 FE0212  USGS QUAD   -  HOOKERS BEND (1972)
 FE0212
 FE0212                         *CURRENT SURVEY CONTROL
 FE0212  ___________________________________________________________________
 FE0212* NAD 83(1986)-  35 20 00.     (N)    088 12 54.     (W)     SCALED    
 FE0212* NAVD 88     -       129.482  (meters)     424.81   (feet)  ADJUSTED  
 FE0212  ___________________________________________________________________
 FE0212  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0212  DYNAMIC HT  -         129.365 (meters)     424.43  (feet)  COMP
 FE0212  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 FE0212
 FE0212  VERT ORDER  -  FIRST     CLASS II
 FE0212
 FE0212.The horizontal coordinates were scaled from a topographic map and have
 FE0212.an estimated accuracy of +/- 6 seconds.
 FE0212
 FE0212.The orthometric height was determined by differential leveling
 FE0212.and adjusted by the National Geodetic Survey in June 1991..
 FE0212
 FE0212.The geoid height was determined by GEOID03.
 FE0212
 FE0212.The dynamic height is computed by dividing the NAVD 88
 FE0212.geopotential number by the normal gravity value computed on the
 FE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0212.degrees latitude (g = 980.6199 gals.).
 FE0212
 FE0212.The modeled gravity was interpolated from observed gravity values.
 FE0212
 FE0212;                    North         East    Units  Estimated Accuracy
 FE0212;SPC TN       -   113,230.      398,640.      MT  (+/- 180 meters Scaled)
 FE0212
 FE0212                          SUPERSEDED SURVEY CONTROL
 FE0212
 FE0212  NGVD 29 (??/??/??)  129.492  (m)          424.84   (f) ADJUSTED    1 2
 FE0212
 FE0212.Superseded values are not recommended for survey control.
 FE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0212.See file dsdata.txt to determine how the superseded data were derived.
 FE0212
 FE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE895106(NAD 83)
 FE0212_MARKER: DD = SURVEY DISK
 FE0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0212_STAMPING: RT GN 51 1935
 FE0212_MARK LOGO: TVA   
 FE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0212+STABILITY: SURFACE MOTION
 FE0212
 FE0212  HISTORY     - Date     Condition        Report By
 FE0212  HISTORY     - 1935     MONUMENTED       TVA
 FE0212  HISTORY     - 1947     GOOD             CGS
 FE0212  HISTORY     - 1949     GOOD             CGS
 FE0212
 FE0212                          STATION DESCRIPTION
 FE0212
 FE0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0212'2.4 MI NE FROM PROSPECT.
 FE0212'2.35 MILES EAST AND NORTH ALONG A GRAVEL ROAD LEADING TO SALTILLO
 FE0212'VIA OAKLAND CHURCH, ABOUT 0.25 MILE NORTH OF THE OAKLAND CHURCH,
 FE0212'ABOUT 175 YARDS NORTH OF A TWO STORY WHITE HOUSE, 127 FEET EAST
 FE0212'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF AN OLD FARM
 FE0212'HOUSE, 37 FEET SOUTH OF A 14-INCH BLAZED OAK TREE, 42 FEET
 FE0212'NORTHEAST OF A 24-INCH TRIANGULAR BLAZED OAK TREE, 12 FEET WEST
 FE0212'OF A FENCE LINE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FE0212'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0212'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0212'NOTE-- A STEEL POST WAS SET 2.0 WEST OF MONUMENT.
 FE0212
 FE0212                          STATION RECOVERY (1949)
 FE0212
 FE0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0211 ***********************************************************************
 FE0211  DESIGNATION -  RT GN 52
 FE0211  PID         -  FE0211
 FE0211  STATE/COUNTY-  TN/HARDIN
 FE0211  USGS QUAD   -  HOOKERS BEND (1972)
 FE0211
 FE0211                         *CURRENT SURVEY CONTROL
 FE0211  ___________________________________________________________________
 FE0211* NAD 83(1986)-  35 20 32.     (N)    088 12 49.     (W)     SCALED    
 FE0211* NAVD 88     -       133.894  (meters)     439.28   (feet)  ADJUSTED  
 FE0211  ___________________________________________________________________
 FE0211  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0211  DYNAMIC HT  -         133.774 (meters)     438.89  (feet)  COMP
 FE0211  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 FE0211
 FE0211  VERT ORDER  -  FIRST     CLASS II
 FE0211
 FE0211.The horizontal coordinates were scaled from a topographic map and have
 FE0211.an estimated accuracy of +/- 6 seconds.
 FE0211
 FE0211.The orthometric height was determined by differential leveling
 FE0211.and adjusted by the National Geodetic Survey in June 1991..
 FE0211
 FE0211.The geoid height was determined by GEOID03.
 FE0211
 FE0211.The dynamic height is computed by dividing the NAVD 88
 FE0211.geopotential number by the normal gravity value computed on the
 FE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0211.degrees latitude (g = 980.6199 gals.).
 FE0211
 FE0211.The modeled gravity was interpolated from observed gravity values.
 FE0211
 FE0211;                    North         East    Units  Estimated Accuracy
 FE0211;SPC TN       -   114,210.      398,790.      MT  (+/- 180 meters Scaled)
 FE0211
 FE0211                          SUPERSEDED SURVEY CONTROL
 FE0211
 FE0211  NGVD 29 (??/??/??)  133.904  (m)          439.32   (f) ADJUSTED    1 2
 FE0211
 FE0211.Superseded values are not recommended for survey control.
 FE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0211.See file dsdata.txt to determine how the superseded data were derived.
 FE0211
 FE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE897116(NAD 83)
 FE0211_MARKER: DD = SURVEY DISK
 FE0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0211_STAMPING: RT GN 52 1935
 FE0211_MARK LOGO: TVA   
 FE0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0211+STABILITY: SURFACE MOTION
 FE0211
 FE0211  HISTORY     - Date     Condition        Report By
 FE0211  HISTORY     - 1935     MONUMENTED       TVA
 FE0211  HISTORY     - 1947     GOOD             CGS
 FE0211  HISTORY     - 1949     GOOD             CGS
 FE0211
 FE0211                          STATION DESCRIPTION
 FE0211
 FE0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0211'3.8 MI S FROM SALTILLO.
 FE0211'3.75 MILES SOUTH ALONG A GRAVEL ROAD TO PROSPECT FROM THE POST
 FE0211'OFFICE AT SALTILLO, ABOUT 3.0 MILES EAST AND NORTH OF THE UNION
 FE0211'SCHOOL AT PROSPECT, ABOUT 0.4 MILE SOUTH OF THE SOUTHEAST END OF
 FE0211'THE CONCRETE BRIDGE OVER WHITE OAK CREEK, AT A GREEN FARM HOUSE,
 FE0211'87 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 97 FEET
 FE0211'WEST OF THE NORTHWEST CORNER OF THE HOUSE, 73 FEET SOUTHWEST OF
 FE0211'THE SOUTHWEST CORNER OF THE GARAGE, 32 FEET SOUTHEAST OF THE
 FE0211'CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN
 FE0211'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0211'6 INCHES.  NOTE-- A STEEL POST WAS SET 2.0 FEET NORTHWEST OF
 FE0211'MONUMENT.
 FE0211
 FE0211                          STATION RECOVERY (1949)
 FE0211
 FE0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0208 ***********************************************************************
 FE0208  DESIGNATION -  RT GN 55
 FE0208  PID         -  FE0208
 FE0208  STATE/COUNTY-  TN/HARDIN
 FE0208  USGS QUAD   -  HOOKERS BEND (1972)
 FE0208
 FE0208                         *CURRENT SURVEY CONTROL
 FE0208  ___________________________________________________________________
 FE0208* NAD 83(1986)-  35 22 05.     (N)    088 13 43.     (W)     SCALED    
 FE0208* NAVD 88     -       126.413  (meters)     414.74   (feet)  ADJUSTED  
 FE0208  ___________________________________________________________________
 FE0208  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0208  DYNAMIC HT  -         126.299 (meters)     414.37  (feet)  COMP
 FE0208  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FE0208
 FE0208  VERT ORDER  -  FIRST     CLASS II
 FE0208
 FE0208.The horizontal coordinates were scaled from a topographic map and have
 FE0208.an estimated accuracy of +/- 6 seconds.
 FE0208
 FE0208.The orthometric height was determined by differential leveling
 FE0208.and adjusted by the National Geodetic Survey in June 1991..
 FE0208
 FE0208.The geoid height was determined by GEOID03.
 FE0208
 FE0208.The dynamic height is computed by dividing the NAVD 88
 FE0208.geopotential number by the normal gravity value computed on the
 FE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0208.degrees latitude (g = 980.6199 gals.).
 FE0208
 FE0208.The modeled gravity was interpolated from observed gravity values.
 FE0208
 FE0208;                    North         East    Units  Estimated Accuracy
 FE0208;SPC TN       -   117,110.      397,490.      MT  (+/- 180 meters Scaled)
 FE0208
 FE0208                          SUPERSEDED SURVEY CONTROL
 FE0208
 FE0208  NGVD 29 (??/??/??)  126.422  (m)          414.77   (f) ADJUSTED    1 2
 FE0208
 FE0208.Superseded values are not recommended for survey control.
 FE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0208.See file dsdata.txt to determine how the superseded data were derived.
 FE0208
 FE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE883145(NAD 83)
 FE0208_MARKER: DD = SURVEY DISK
 FE0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0208_STAMPING: RT GN 55 1935
 FE0208_MARK LOGO: TVA   
 FE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0208+STABILITY: SURFACE MOTION
 FE0208
 FE0208  HISTORY     - Date     Condition        Report By
 FE0208  HISTORY     - 1935     MONUMENTED       TVA
 FE0208  HISTORY     - 1947     GOOD             CGS
 FE0208  HISTORY     - 1949     GOOD             TVA
 FE0208
 FE0208                          STATION DESCRIPTION
 FE0208
 FE0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0208'1.6 MI SW FROM SALTILLO.
 FE0208'ABOUT 1.6 MILES SOUTHWEST ALONG A GRAVEL ROAD TO PROSPECT FROM
 FE0208'THE POST OFFICE AT SALTILLO, AT THE JUNCTION OF A ROAD LEADING
 FE0208'WEST, AT AN OLD ABANDONED FARM HOUSE, 173 FEET WEST OF THE
 FE0208'CENTER LINE OF THE MAIN ROAD, 68 FEET EAST OF THE NORTHEAST
 FE0208'CORNER OF THE OLD ABANDONED HOUSE, 33 FEET SOUTH OF THE CENTER
 FE0208'LINE OF THE ROAD WEST, 7 FEET NORTHEAST OF A 36-INCH TRIANGULAR
 FE0208'BLAZED TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0208'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 FE0208'PROJECTING 6 INCHES.  NOTE-- A STEEL POST WAS SET 2.0 FEET NORTH
 FE0208'OF MARKER.
 FE0208
 FE0208                          STATION RECOVERY (1949)
 FE0208
 FE0208'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 FE0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0190 ***********************************************************************
 FE0190  DESIGNATION -  RT GN 64
 FE0190  PID         -  FE0190
 FE0190  STATE/COUNTY-  TN/DECATUR
 FE0190  USGS QUAD   -  THURMAN (1972)
 FE0190
 FE0190                         *CURRENT SURVEY CONTROL
 FE0190  ___________________________________________________________________
 FE0190* NAD 83(1986)-  35 23 41.     (N)    088 11 21.     (W)     SCALED    
 FE0190* NAVD 88     -       130.175  (meters)     427.08   (feet)  ADJUSTED  
 FE0190  ___________________________________________________________________
 FE0190  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0190  DYNAMIC HT  -         130.058 (meters)     426.70  (feet)  COMP
 FE0190  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FE0190
 FE0190  VERT ORDER  -  FIRST     CLASS II
 FE0190
 FE0190.The horizontal coordinates were scaled from a topographic map and have
 FE0190.an estimated accuracy of +/- 6 seconds.
 FE0190
 FE0190.The orthometric height was determined by differential leveling
 FE0190.and adjusted by the National Geodetic Survey in June 1991..
 FE0190
 FE0190.The geoid height was determined by GEOID03.
 FE0190
 FE0190.The dynamic height is computed by dividing the NAVD 88
 FE0190.geopotential number by the normal gravity value computed on the
 FE0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0190.degrees latitude (g = 980.6199 gals.).
 FE0190
 FE0190.The modeled gravity was interpolated from observed gravity values.
 FE0190
 FE0190;                    North         East    Units  Estimated Accuracy
 FE0190;SPC TN       -   119,990.      401,140.      MT  (+/- 180 meters Scaled)
 FE0190
 FE0190                          SUPERSEDED SURVEY CONTROL
 FE0190
 FE0190  NGVD 29 (??/??/??)  130.185  (m)          427.12   (f) ADJUSTED    1 2
 FE0190
 FE0190.Superseded values are not recommended for survey control.
 FE0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0190.See file dsdata.txt to determine how the superseded data were derived.
 FE0190
 FE0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE920174(NAD 83)
 FE0190_MARKER: DD = SURVEY DISK
 FE0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0190_STAMPING: RT GN 64 1935
 FE0190_MARK LOGO: TVA   
 FE0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0190+STABILITY: SURFACE MOTION
 FE0190
 FE0190  HISTORY     - Date     Condition        Report By
 FE0190  HISTORY     - 1935     MONUMENTED       TVA
 FE0190  HISTORY     - 1947     GOOD             CGS
 FE0190  HISTORY     - 1949     GOOD             CGS
 FE0190
 FE0190                          STATION DESCRIPTION
 FE0190
 FE0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0190'2.1 MI NE FROM SALTILLO.
 FE0190'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0190'AT SALTILLO, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVEL
 FE0190'ROAD LEADING NORTHWEST, 59 FEET SOUTHEAST OF THE NORTHEAST
 FE0190'CORNER OF A ONE STORY FARM HOUSE, 56 FEET NORTHEAST OF THE
 FE0190'SOUTHEAST CORNER OF THE HOUSE, 54 FEET SOUTH OF THE CENTER LINE
 FE0190'OF THE DRIVE, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FE0190'9 FEET SOUTH OF A 36-INCH OAK TREE, 2 FEET SOUTH OF A WHITE
 FE0190'WOODEN WITNESS POST, 4 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 FE0190'OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0190
 FE0190                          STATION RECOVERY (1949)
 FE0190
 FE0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0188 ***********************************************************************
 FE0188  DESIGNATION -  RT GN 65
 FE0188  PID         -  FE0188
 FE0188  STATE/COUNTY-  TN/DECATUR
 FE0188  USGS QUAD   -  THURMAN (1972)
 FE0188
 FE0188                         *CURRENT SURVEY CONTROL
 FE0188  ___________________________________________________________________
 FE0188* NAD 83(1986)-  35 24 22.     (N)    088 10 55.     (W)     SCALED    
 FE0188* NAVD 88     -       156.800  (meters)     514.43   (feet)  ADJUSTED  
 FE0188  ___________________________________________________________________
 FE0188  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE0188  DYNAMIC HT  -         156.659 (meters)     513.97  (feet)  COMP
 FE0188  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FE0188
 FE0188  VERT ORDER  -  FIRST     CLASS II
 FE0188
 FE0188.The horizontal coordinates were scaled from a topographic map and have
 FE0188.an estimated accuracy of +/- 6 seconds.
 FE0188
 FE0188.The orthometric height was determined by differential leveling
 FE0188.and adjusted by the National Geodetic Survey in June 1991..
 FE0188
 FE0188.The geoid height was determined by GEOID03.
 FE0188
 FE0188.The dynamic height is computed by dividing the NAVD 88
 FE0188.geopotential number by the normal gravity value computed on the
 FE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0188.degrees latitude (g = 980.6199 gals.).
 FE0188
 FE0188.The modeled gravity was interpolated from observed gravity values.
 FE0188
 FE0188;                    North         East    Units  Estimated Accuracy
 FE0188;SPC TN       -   121,230.      401,830.      MT  (+/- 180 meters Scaled)
 FE0188
 FE0188                          SUPERSEDED SURVEY CONTROL
 FE0188
 FE0188  NGVD 29 (??/??/??)  156.809  (m)          514.46   (f) ADJUSTED    1 2
 FE0188
 FE0188.Superseded values are not recommended for survey control.
 FE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0188.See file dsdata.txt to determine how the superseded data were derived.
 FE0188
 FE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE926187(NAD 83)
 FE0188_MARKER: DD = SURVEY DISK
 FE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0188_STAMPING: RT GN 65 1935
 FE0188_MARK LOGO: TVA   
 FE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0188+STABILITY: SURFACE MOTION
 FE0188
 FE0188  HISTORY     - Date     Condition        Report By
 FE0188  HISTORY     - 1935     MONUMENTED       TVA
 FE0188  HISTORY     - 1947     GOOD             CGS
 FE0188  HISTORY     - 1949     GOOD             TVA
 FE0188
 FE0188                          STATION DESCRIPTION
 FE0188
 FE0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0188'3 MI NE FROM SALTILLO.
 FE0188'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0188'AT SALTILLO, ABOUT 0.3 MILE SOUTH OF A RIGHT ANGLE TURN IN THE
 FE0188'HIGHWAY WITH TANGENTS SOUTH AND EAST AND THE JUNCTION OF A GRAVEL
 FE0188'ROAD LEADING WEST, 178 FEET WEST AND ACROSS THE HIGHWAY FROM
 FE0188'THE SOUTHWEST CORNER OF A SMALL WHITE FRAME HOUSE, 33 FEET
 FE0188'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF A
 FE0188'16-INCH TREE USED AS A FENCE CORNER POST IN THE NORTHWEST
 FE0188'RIGHT-OF-WAY FENCE, 9 FEET SOUTHEAST OF THE NORTHWEST
 FE0188'RIGHT-OF-WAY FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FE0188'POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 FE0188'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A STEEL POST WAS SET
 FE0188'2.0 FEET SOUTH OF MONUMENT.
 FE0188
 FE0188                          STATION RECOVERY (1949)
 FE0188
 FE0188'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 FE0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0187 ***********************************************************************
 FE0187  DESIGNATION -  RT GN 66
 FE0187  PID         -  FE0187
 FE0187  STATE/COUNTY-  TN/DECATUR
 FE0187  USGS QUAD   -  THURMAN (1972)
 FE0187
 FE0187                         *CURRENT SURVEY CONTROL
 FE0187  ___________________________________________________________________
 FE0187* NAD 83(1986)-  35 24 16.     (N)    088 09 54.     (W)     SCALED    
 FE0187* NAVD 88     -       158.764  (meters)     520.88   (feet)  ADJUSTED  
 FE0187  ___________________________________________________________________
 FE0187  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0187  DYNAMIC HT  -         158.621 (meters)     520.41  (feet)  COMP
 FE0187  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE0187
 FE0187  VERT ORDER  -  FIRST     CLASS II
 FE0187
 FE0187.The horizontal coordinates were scaled from a topographic map and have
 FE0187.an estimated accuracy of +/- 6 seconds.
 FE0187
 FE0187.The orthometric height was determined by differential leveling
 FE0187.and adjusted by the National Geodetic Survey in June 1991..
 FE0187
 FE0187.The geoid height was determined by GEOID03.
 FE0187
 FE0187.The dynamic height is computed by dividing the NAVD 88
 FE0187.geopotential number by the normal gravity value computed on the
 FE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0187.degrees latitude (g = 980.6199 gals.).
 FE0187
 FE0187.The modeled gravity was interpolated from observed gravity values.
 FE0187
 FE0187;                    North         East    Units  Estimated Accuracy
 FE0187;SPC TN       -   121,020.      403,360.      MT  (+/- 180 meters Scaled)
 FE0187
 FE0187                          SUPERSEDED SURVEY CONTROL
 FE0187
 FE0187  NGVD 29 (??/??/??)  158.772  (m)          520.90   (f) ADJUSTED    1 2
 FE0187
 FE0187.Superseded values are not recommended for survey control.
 FE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0187.See file dsdata.txt to determine how the superseded data were derived.
 FE0187
 FE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE942185(NAD 83)
 FE0187_MARKER: DD = SURVEY DISK
 FE0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0187_STAMPING: RT GN 66 1935
 FE0187_MARK LOGO: TVA   
 FE0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0187+STABILITY: SURFACE MOTION
 FE0187
 FE0187  HISTORY     - Date     Condition        Report By
 FE0187  HISTORY     - 1935     MONUMENTED       TVA
 FE0187  HISTORY     - 1947     GOOD             CGS
 FE0187  HISTORY     - 1949     GOOD             CGS
 FE0187
 FE0187                          STATION DESCRIPTION
 FE0187
 FE0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0187'4.2 MI NE FROM SALTILLO.
 FE0187'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0187'AT SALTILLO, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A GRAVEL
 FE0187'ROAD, IN THE SOUTH EDGE OF A PASTURE, ON A CURVE WITH TANGENTS
 FE0187'EAST AND NORTHWEST, 100 FEET WEST OF A HIGHWAY CURVE SIGN,
 FE0187'23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 FE0187'SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH OAK TREE, 26 FEET
 FE0187'SOUTHWEST OF A TRIANGULAR BLAZED 14-INCH OAK TREE, 6 FEET NORTH
 FE0187'OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN POST, A.5 FEET
 FE0187'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0187'6 INCHES.
 FE0187
 FE0187                          STATION RECOVERY (1949)
 FE0187
 FE0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0186 ***********************************************************************
 FE0186  DESIGNATION -  RT GN 67
 FE0186  PID         -  FE0186
 FE0186  STATE/COUNTY-  TN/DECATUR
 FE0186  USGS QUAD   -  THURMAN (1972)
 FE0186
 FE0186                         *CURRENT SURVEY CONTROL
 FE0186  ___________________________________________________________________
 FE0186* NAD 83(1986)-  35 24 16.     (N)    088 09 42.     (W)     SCALED    
 FE0186* NAVD 88     -       159.682  (meters)     523.89   (feet)  ADJUSTED  
 FE0186  ___________________________________________________________________
 FE0186  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0186  DYNAMIC HT  -         159.538 (meters)     523.42  (feet)  COMP
 FE0186  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE0186
 FE0186  VERT ORDER  -  FIRST     CLASS II
 FE0186
 FE0186.The horizontal coordinates were scaled from a topographic map and have
 FE0186.an estimated accuracy of +/- 6 seconds.
 FE0186
 FE0186.The orthometric height was determined by differential leveling
 FE0186.and adjusted by the National Geodetic Survey in June 1991..
 FE0186
 FE0186.The geoid height was determined by GEOID03.
 FE0186
 FE0186.The dynamic height is computed by dividing the NAVD 88
 FE0186.geopotential number by the normal gravity value computed on the
 FE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0186.degrees latitude (g = 980.6199 gals.).
 FE0186
 FE0186.The modeled gravity was interpolated from observed gravity values.
 FE0186
 FE0186;                    North         East    Units  Estimated Accuracy
 FE0186;SPC TN       -   121,010.      403,660.      MT  (+/- 180 meters Scaled)
 FE0186
 FE0186                          SUPERSEDED SURVEY CONTROL
 FE0186
 FE0186  NGVD 29 (??/??/??)  159.690  (m)          523.92   (f) ADJUSTED    1 2
 FE0186
 FE0186.Superseded values are not recommended for survey control.
 FE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0186.See file dsdata.txt to determine how the superseded data were derived.
 FE0186
 FE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE945185(NAD 83)
 FE0186_MARKER: DD = SURVEY DISK
 FE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0186_STAMPING: RT GN 67 1935
 FE0186_MARK LOGO: TVA   
 FE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0186+STABILITY: SURFACE MOTION
 FE0186
 FE0186  HISTORY     - Date     Condition        Report By
 FE0186  HISTORY     - 1935     MONUMENTED       TVA
 FE0186  HISTORY     - 1947     GOOD             CGS
 FE0186  HISTORY     - 1949     GOOD             TVA
 FE0186
 FE0186                          STATION DESCRIPTION
 FE0186
 FE0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0186'4.4 MI NE FROM SALTILLO.
 FE0186'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST
 FE0186'OFFICE AT SALTILLO, 210 FEET EAST OF THE CENTER OF THE JUNCTION
 FE0186'OF A ROAD LEADING NORTH, ABOUT 30 YARDS WEST OF THE CENTER OF A
 FE0186'CURVE IN THE HIGHWAY WITH TANGENTS SOUTH AND WEST, 23 FEET
 FE0186'NORTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHWEST AND
 FE0186'ACROSS THE HIGHWAY FROM AN 8-INCH CEDAR TREE, 8 FEET NORTHWEST
 FE0186'OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 15 FEET SOUTH OF THE
 FE0186'SOUTH EDGE OF A GROUP OF PINE TREES, 2 FEET EAST OF A WHITE
 FE0186'WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 FE0186'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A STEEL POST WAS SET
 FE0186'2.0 FOOT SOUTH OF MARKER.
 FE0186
 FE0186                          STATION RECOVERY (1949)
 FE0186
 FE0186'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 FE0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0184 ***********************************************************************
 FE0184  DESIGNATION -  RT GN 68
 FE0184  PID         -  FE0184
 FE0184  STATE/COUNTY-  TN/DECATUR
 FE0184  USGS QUAD   -  THURMAN (1972)
 FE0184
 FE0184                         *CURRENT SURVEY CONTROL
 FE0184  ___________________________________________________________________
 FE0184* NAD 83(1986)-  35 23 53.     (N)    088 09 00.     (W)     SCALED    
 FE0184* NAVD 88     -       152.540  (meters)     500.46   (feet)  ADJUSTED  
 FE0184  ___________________________________________________________________
 FE0184  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0184  DYNAMIC HT  -         152.402 (meters)     500.01  (feet)  COMP
 FE0184  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 FE0184
 FE0184  VERT ORDER  -  FIRST     CLASS II
 FE0184
 FE0184.The horizontal coordinates were scaled from a topographic map and have
 FE0184.an estimated accuracy of +/- 6 seconds.
 FE0184
 FE0184.The orthometric height was determined by differential leveling
 FE0184.and adjusted by the National Geodetic Survey in June 1991..
 FE0184
 FE0184.The geoid height was determined by GEOID03.
 FE0184
 FE0184.The dynamic height is computed by dividing the NAVD 88
 FE0184.geopotential number by the normal gravity value computed on the
 FE0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0184.degrees latitude (g = 980.6199 gals.).
 FE0184
 FE0184.The modeled gravity was interpolated from observed gravity values.
 FE0184
 FE0184;                    North         East    Units  Estimated Accuracy
 FE0184;SPC TN       -   120,280.      404,710.      MT  (+/- 180 meters Scaled)
 FE0184
 FE0184                          SUPERSEDED SURVEY CONTROL
 FE0184
 FE0184  NGVD 29 (??/??/??)  152.547  (m)          500.48   (f) ADJUSTED    1 2
 FE0184
 FE0184.Superseded values are not recommended for survey control.
 FE0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0184.See file dsdata.txt to determine how the superseded data were derived.
 FE0184
 FE0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE955177(NAD 83)
 FE0184_MARKER: DD = SURVEY DISK
 FE0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0184_STAMPING: RT GN 68 1935
 FE0184_MARK LOGO: TVA   
 FE0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0184+STABILITY: SURFACE MOTION
 FE0184
 FE0184  HISTORY     - Date     Condition        Report By
 FE0184  HISTORY     - 1935     MONUMENTED       TVA
 FE0184  HISTORY     - 1947     GOOD             CGS
 FE0184
 FE0184                          STATION DESCRIPTION
 FE0184
 FE0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0184'5.6 MI SW FROM BATH SPRINGS.
 FE0184'ABOUT 5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE
 FE0184'SCHOOL AND THE JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS,
 FE0184'ABOUT 0.5 MILE NORTHWEST OF THE JUNCTION OF THE SWALLOW BLUFF
 FE0184'LANDING ROAD, 140 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0184'HIGHWAY, 98 FEET SOUTH OF A TRIANGULAR BLAZED TRIPLE OAK TREE,
 FE0184'13 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING
 FE0184'SOUTHWEST, 3 FEET SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST
 FE0184'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FE0184'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0184'NOTE-- A STEEL POST WAS SET 2.0 FEET WEST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0181 ***********************************************************************
 FE0181  DESIGNATION -  RT GN 72
 FE0181  PID         -  FE0181
 FE0181  STATE/COUNTY-  TN/DECATUR
 FE0181  USGS QUAD   -  BATH SPRINGS (1972)
 FE0181
 FE0181                         *CURRENT SURVEY CONTROL
 FE0181  ___________________________________________________________________
 FE0181* NAD 83(1986)-  35 23 57.     (N)    088 07 27.     (W)     SCALED    
 FE0181* NAVD 88     -       136.847  (meters)     448.97   (feet)  ADJUSTED  
 FE0181  ___________________________________________________________________
 FE0181  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0181  DYNAMIC HT  -         136.723 (meters)     448.57  (feet)  COMP
 FE0181  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE0181
 FE0181  VERT ORDER  -  FIRST     CLASS II
 FE0181
 FE0181.The horizontal coordinates were scaled from a topographic map and have
 FE0181.an estimated accuracy of +/- 6 seconds.
 FE0181
 FE0181.The orthometric height was determined by differential leveling
 FE0181.and adjusted by the National Geodetic Survey in June 1991..
 FE0181
 FE0181.The geoid height was determined by GEOID03.
 FE0181
 FE0181.The dynamic height is computed by dividing the NAVD 88
 FE0181.geopotential number by the normal gravity value computed on the
 FE0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0181.degrees latitude (g = 980.6199 gals.).
 FE0181
 FE0181.The modeled gravity was interpolated from observed gravity values.
 FE0181
 FE0181;                    North         East    Units  Estimated Accuracy
 FE0181;SPC TN       -   120,350.      407,060.      MT  (+/- 180 meters Scaled)
 FE0181
 FE0181                          SUPERSEDED SURVEY CONTROL
 FE0181
 FE0181  NGVD 29 (??/??/??)  136.856  (m)          449.00   (f) ADJUSTED    1 2
 FE0181
 FE0181.Superseded values are not recommended for survey control.
 FE0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0181.See file dsdata.txt to determine how the superseded data were derived.
 FE0181
 FE0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE979178(NAD 83)
 FE0181_MARKER: DD = SURVEY DISK
 FE0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0181_STAMPING: RT GN 72 1935
 FE0181_MARK LOGO: TVA   
 FE0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0181+STABILITY: SURFACE MOTION
 FE0181
 FE0181  HISTORY     - Date     Condition        Report By
 FE0181  HISTORY     - 1935     MONUMENTED       TVA
 FE0181  HISTORY     - 1947     GOOD             CGS
 FE0181  HISTORY     - 1949     GOOD             TVA
 FE0181
 FE0181                          STATION DESCRIPTION
 FE0181
 FE0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0181'3.6 MI SW FROM BATH SPRINGS.
 FE0181'ABOUT 3.55 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE
 FE0181'SCHOOL AND JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS, ABOUT
 FE0181'0.15 MILE NORTHEAST OF A TWO STORY STONE MASONRY HOUSE ON THE
 FE0181'EAST SIDE OF THE HIGHWAY, ACROSS THE HIGHWAY FROM L.O. GOODMANS
 FE0181'GENERAL STORE, 91 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FE0181'NORTHEAST CORNER OF THE STORE, 77 FEET EAST-NORTHEAST AND
 FE0181'ACROSS THE HIGHWAY FROM A GASOLINE PUMP, 18 FEET EAST OF THE
 FE0181'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE FENCE, 2 FEET
 FE0181'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET ABOVE THE
 FE0181'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0181'NOTE-- A STEEL POST WAS SET 2.0 FEET SOUTHWEST OF MONUMENT.
 FE0181
 FE0181                          STATION RECOVERY (1949)
 FE0181
 FE0181'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 FE0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0180 ***********************************************************************
 FE0180  DESIGNATION -  RT GN 73
 FE0180  PID         -  FE0180
 FE0180  STATE/COUNTY-  TN/DECATUR
 FE0180  USGS QUAD   -  BATH SPRINGS (1972)
 FE0180
 FE0180                         *CURRENT SURVEY CONTROL
 FE0180  ___________________________________________________________________
 FE0180* NAD 83(1986)-  35 24 40.     (N)    088 07 00.     (W)     SCALED    
 FE0180* NAVD 88     -       146.186  (meters)     479.61   (feet)  ADJUSTED  
 FE0180  ___________________________________________________________________
 FE0180  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0180  DYNAMIC HT  -         146.053 (meters)     479.18  (feet)  COMP
 FE0180  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE0180
 FE0180  VERT ORDER  -  FIRST     CLASS II
 FE0180
 FE0180.The horizontal coordinates were scaled from a topographic map and have
 FE0180.an estimated accuracy of +/- 6 seconds.
 FE0180
 FE0180.The orthometric height was determined by differential leveling
 FE0180.and adjusted by the National Geodetic Survey in June 1991..
 FE0180
 FE0180.The geoid height was determined by GEOID03.
 FE0180
 FE0180.The dynamic height is computed by dividing the NAVD 88
 FE0180.geopotential number by the normal gravity value computed on the
 FE0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0180.degrees latitude (g = 980.6199 gals.).
 FE0180
 FE0180.The modeled gravity was interpolated from observed gravity values.
 FE0180
 FE0180;                    North         East    Units  Estimated Accuracy
 FE0180;SPC TN       -   121,660.      407,760.      MT  (+/- 180 meters Scaled)
 FE0180
 FE0180                          SUPERSEDED SURVEY CONTROL
 FE0180
 FE0180  NGVD 29 (??/??/??)  146.195  (m)          479.64   (f) ADJUSTED    1 2
 FE0180
 FE0180.Superseded values are not recommended for survey control.
 FE0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0180.See file dsdata.txt to determine how the superseded data were derived.
 FE0180
 FE0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE986192(NAD 83)
 FE0180_MARKER: DD = SURVEY DISK
 FE0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0180_STAMPING: RT GN 73 1935
 FE0180_MARK LOGO: TVA   
 FE0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0180+STABILITY: SURFACE MOTION
 FE0180
 FE0180  HISTORY     - Date     Condition        Report By
 FE0180  HISTORY     - 1935     MONUMENTED       TVA
 FE0180  HISTORY     - 1947     GOOD             CGS
 FE0180  HISTORY     - 1949     GOOD             CGS
 FE0180
 FE0180                          STATION DESCRIPTION
 FE0180
 FE0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0180'2.6 MI SW FROM BATH SPRINGS.
 FE0180'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE SCHOOL
 FE0180'AND JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS, ABOUT 1.0 MILE
 FE0180'SOUTHWEST OF THE MOUNT NEBO CHURCH, 61 FEET WEST OF THE NORTHWEST
 FE0180'CORNER OF AN IMITATION BRICK FARM HOUSE, 71 FEET NORTHWEST OF THE
 FE0180'SOUTHWEST CORNER OF THE HOUSE, 44 FEET NORTH OF THE NORTHWEST CORNER
 FE0180'OF THE CURB OF A WELL, 74 FEET SOUTH OF THE CENTER LINE OF THE DRIVE
 FE0180'WAY, 34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 FE0180'NORTH OF THE CENTER OF THE WALK TO THE HOUSE, ABOUT 4 FEET ABOVE
 FE0180'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 FE0180'INCHES.
 FE0180
 FE0180                          STATION RECOVERY (1949)
 FE0180
 FE0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0179 ***********************************************************************
 FE0179  DESIGNATION -  RT GN 74
 FE0179  PID         -  FE0179
 FE0179  STATE/COUNTY-  TN/DECATUR
 FE0179  USGS QUAD   -  BATH SPRINGS (1972)
 FE0179
 FE0179                         *CURRENT SURVEY CONTROL
 FE0179  ___________________________________________________________________
 FE0179* NAD 83(1986)-  35 25 28.     (N)    088 06 53.     (W)     SCALED    
 FE0179* NAVD 88     -       167.387  (meters)     549.17   (feet)  ADJUSTED  
 FE0179  ___________________________________________________________________
 FE0179  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE0179  DYNAMIC HT  -         167.235 (meters)     548.67  (feet)  COMP
 FE0179  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 FE0179
 FE0179  VERT ORDER  -  FIRST     CLASS II
 FE0179
 FE0179.The horizontal coordinates were scaled from a topographic map and have
 FE0179.an estimated accuracy of +/- 6 seconds.
 FE0179
 FE0179.The orthometric height was determined by differential leveling
 FE0179.and adjusted by the National Geodetic Survey in June 1991..
 FE0179
 FE0179.The geoid height was determined by GEOID03.
 FE0179
 FE0179.The dynamic height is computed by dividing the NAVD 88
 FE0179.geopotential number by the normal gravity value computed on the
 FE0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0179.degrees latitude (g = 980.6199 gals.).
 FE0179
 FE0179.The modeled gravity was interpolated from observed gravity values.
 FE0179
 FE0179;                    North         East    Units  Estimated Accuracy
 FE0179;SPC TN       -   123,130.      407,970.      MT  (+/- 180 meters Scaled)
 FE0179
 FE0179                          SUPERSEDED SURVEY CONTROL
 FE0179
 FE0179  NGVD 29 (??/??/??)  167.396  (m)          549.20   (f) ADJUSTED    1 2
 FE0179
 FE0179.Superseded values are not recommended for survey control.
 FE0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0179.See file dsdata.txt to determine how the superseded data were derived.
 FE0179
 FE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE988206(NAD 83)
 FE0179_MARKER: DD = SURVEY DISK
 FE0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0179_STAMPING: RT GN 74 1935
 FE0179_MARK LOGO: TVA   
 FE0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0179+STABILITY: SURFACE MOTION
 FE0179
 FE0179  HISTORY     - Date     Condition        Report By
 FE0179  HISTORY     - 1935     MONUMENTED       TVA
 FE0179  HISTORY     - 1947     GOOD             CGS
 FE0179  HISTORY     - 1949     GOOD             CGS
 FE0179
 FE0179                          STATION DESCRIPTION
 FE0179
 FE0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0179'1.6 MI SW FROM BATH SPRINGS.
 FE0179'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE
 FE0179'SCHOOL AND JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS, AT
 FE0179'THE MOUNT NEBO CHURCH, SET IN THE FRONT YARD OF A WHITE HOUSE ON
 FE0179'THE SOUTH SIDE OF THE CHURCH, 106 FEET SOUTH-SOUTHWEST OF THE
 FE0179'SOUTHWEST CORNER OF THE CHURCH, 29 FEET NORTHWEST OF THE
 FE0179'SOUTHWEST CORNER OF THE HOUSE, 27 FEET SOUTHWEST OF THE NORTHWEST
 FE0179'CORNER OF THE HOUSE, 47 FEET EAST OF THE CENTER LINE OF THE
 FE0179'HIGHWAY, 2 FEET NORTH OF THE CENTER OF A ROCK WALK TO THE HOUSE,
 FE0179'ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FE0179'POST PROJECTING 6 INCHES.
 FE0179
 FE0179                          STATION RECOVERY (1949)
 FE0179
 FE0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0177 ***********************************************************************
 FE0177  CBN         -  This is a Cooperative Base Network Control Station.
 FE0177  DESIGNATION -  RT GN 75
 FE0177  PID         -  FE0177
 FE0177  STATE/COUNTY-  TN/DECATUR
 FE0177  USGS QUAD   -  BATH SPRINGS (1972)
 FE0177
 FE0177                         *CURRENT SURVEY CONTROL
 FE0177  ___________________________________________________________________
 FE0177* NAD 83(1995)-  35 26 12.79561(N)    088 06 28.97863(W)     ADJUSTED  
 FE0177* NAVD 88     -       128.168  (meters)     420.50   (feet)  ADJUSTED  
 FE0177  ___________________________________________________________________
 FE0177  X           -     171,761.155 (meters)                     COMP
 FE0177  Y           -  -5,199,719.952 (meters)                     COMP
 FE0177  Z           -   3,677,523.268 (meters)                     COMP
 FE0177  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FE0177  ELLIP HEIGHT-         100.34  (meters)          (08/03/04) GPS OBS
 FE0177  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0177  DYNAMIC HT  -         128.051 (meters)     420.11  (feet)  COMP
 FE0177  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE0177
 FE0177  HORZ ORDER  -  A
 FE0177  VERT ORDER  -  FIRST     CLASS II
 FE0177  ELLP ORDER  -  FOURTH    CLASS I
 FE0177
 FE0177.The horizontal coordinates were established by GPS observations
 FE0177.and adjusted by the National Geodetic Survey in August 2004..
 FE0177
 FE0177.The orthometric height was determined by differential leveling
 FE0177.and adjusted by the National Geodetic Survey in June 1991..
 FE0177.WARNING-GPS observations at this control monument resulted in a GPS
 FE0177.derived orthometric height which differed from the leveled height by
 FE0177.more than one decimeter (0.1 meter).
 FE0177
 FE0177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0177
 FE0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0177
 FE0177.The ellipsoidal height was determined by GPS observations
 FE0177.and is referenced to NAD 83.
 FE0177
 FE0177.The geoid height was determined by GEOID03.
 FE0177
 FE0177.The dynamic height is computed by dividing the NAVD 88
 FE0177.geopotential number by the normal gravity value computed on the
 FE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0177.degrees latitude (g = 980.6199 gals.).
 FE0177
 FE0177.The modeled gravity was interpolated from observed gravity values.
 FE0177
 FE0177;                    North         East     Units Scale Factor Converg.
 FE0177;SPC TN       -   124,500.182   408,608.556   MT  0.99997228   -1 14 02.9
 FE0177;SPC TN       -   408,464.35  1,340,576.57   sFT  0.99997228   -1 14 02.9
 FE0177;UTM  16      - 3,922,057.897   399,426.928   MT  0.99972465   -0 38 33.0
 FE0177
 FE0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0177!SPC TN       -   0.99998425  x   0.99997228  =   0.99995653
 FE0177!UTM  16      -   0.99998425  x   0.99972465  =   0.99970891
 FE0177
 FE0177                          SUPERSEDED SURVEY CONTROL
 FE0177
 FE0177  NAVD 88 (08/03/04)  128.17   (m)          420.5    (f) LEVELING    3  
 FE0177  NGVD 29 (??/??/??)  128.176  (m)          420.52   (f) ADJUSTED    1 2
 FE0177
 FE0177.Superseded values are not recommended for survey control.
 FE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0177.See file dsdata.txt to determine how the superseded data were derived.
 FE0177
 FE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9942722058(NAD 83)
 FE0177_MARKER: DD = SURVEY DISK
 FE0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0177_STAMPING: RT GN 75 1935
 FE0177_MARK LOGO: TVA   
 FE0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0177+STABILITY: SURFACE MOTION
 FE0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0177+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0177
 FE0177  HISTORY     - Date     Condition        Report By
 FE0177  HISTORY     - 1935     MONUMENTED       TVA
 FE0177  HISTORY     - 1947     GOOD             CGS
 FE0177  HISTORY     - 20031010 GOOD             TNDT
 FE0177
 FE0177                          STATION DESCRIPTION
 FE0177
 FE0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0177'0.6 MI SW FROM BATH SPRINGS.
 FE0177'ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE
 FE0177'SCHOOL AND JUNCTION OF HIGHWAY 114 AT BATH SPRINGS, ABOUT 0.15
 FE0177'MILE SOUTH OF A CEMETERY ON THE EAST SIDE OF THE HIGHWAY, 160
 FE0177'FEET EAST OF THE NORTHEAST CORNER OF A TWO STORY WHITE FARM
 FE0177'HOUSE, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 200
 FE0177'FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING WEST,
 FE0177'42 FEET NORTH OF A 12-INCH CEDAR TREE, 15 FEET SOUTH OF THE
 FE0177'CENTER LINE OF THE DRIVE WAY, 2 FEET NORTH OF A WHITE WOODEN
 FE0177'WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FE0177'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A STEEL POST WAS SET
 FE0177'2.0 FEET NORTH OF MONUMENT.
 FE0177
 FE0177                          STATION RECOVERY (2003)
 FE0177
 FE0177'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0267 ***********************************************************************
 FE0267  DESIGNATION -  RT GN 77
 FE0267  PID         -  FE0267
 FE0267  STATE/COUNTY-  TN/DECATUR
 FE0267  USGS QUAD   -  BATH SPRINGS (1972)
 FE0267
 FE0267                         *CURRENT SURVEY CONTROL
 FE0267  ___________________________________________________________________
 FE0267* NAD 83(1986)-  35 26 21.     (N)    088 05 22.     (W)     SCALED    
 FE0267* NAVD 88     -       126.968  (meters)     416.56   (feet)  ADJUSTED  
 FE0267  ___________________________________________________________________
 FE0267  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0267  DYNAMIC HT  -         126.852 (meters)     416.18  (feet)  COMP
 FE0267  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 FE0267
 FE0267  VERT ORDER  -  FIRST     CLASS II
 FE0267
 FE0267.The horizontal coordinates were scaled from a topographic map and have
 FE0267.an estimated accuracy of +/- 6 seconds.
 FE0267
 FE0267.The orthometric height was determined by differential leveling
 FE0267.and adjusted by the National Geodetic Survey in June 1991..
 FE0267
 FE0267.The geoid height was determined by GEOID03.
 FE0267
 FE0267.The dynamic height is computed by dividing the NAVD 88
 FE0267.geopotential number by the normal gravity value computed on the
 FE0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0267.degrees latitude (g = 980.6199 gals.).
 FE0267
 FE0267.The modeled gravity was interpolated from observed gravity values.
 FE0267
 FE0267;                    North         East    Units  Estimated Accuracy
 FE0267;SPC TN       -   124,720.      410,300.      MT  (+/- 180 meters Scaled)
 FE0267
 FE0267                          SUPERSEDED SURVEY CONTROL
 FE0267
 FE0267  NGVD 29 (??/??/??)  126.976  (m)          416.59   (f) ADJUSTED    1 2
 FE0267
 FE0267.Superseded values are not recommended for survey control.
 FE0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0267.See file dsdata.txt to determine how the superseded data were derived.
 FE0267
 FE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE011222(NAD 83)
 FE0267_MARKER: DD = SURVEY DISK
 FE0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0267_STAMPING: RT GN 77 1935
 FE0267_MARK LOGO: TVA   
 FE0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0267+STABILITY: SURFACE MOTION
 FE0267
 FE0267  HISTORY     - Date     Condition        Report By
 FE0267  HISTORY     - 1935     MONUMENTED       TVA
 FE0267  HISTORY     - 1947     GOOD             CGS
 FE0267  HISTORY     - 1949     GOOD             CGS
 FE0267
 FE0267                          STATION DESCRIPTION
 FE0267
 FE0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0267'0.7 MI E FROM BATH SPRINGS.
 FE0267'0.7 MILE EAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AT BATH
 FE0267'SPRINGS, ABOUT 250 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 FE0267'POST OFFICE AT BATH SPRINGS, 55 FEET NORTHWEST OF THE NORTHWEST
 FE0267'CORNER OF A TWO-STORY FARM HOUSE, 33 FEET WEST OF THE CENTER
 FE0267'LINE OF A ROCK SIDE WALK TO THE HOUSE, 25 FEET SOUTH OF THE
 FE0267'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A WHITE WOODEN
 FE0267'WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 FE0267'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A STEEL POST WAS
 FE0267'SET 2 FEET EAST OF MARKER.
 FE0267
 FE0267                          STATION RECOVERY (1949)
 FE0267
 FE0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0268 ***********************************************************************
 FE0268  DESIGNATION -  RT GN 78
 FE0268  PID         -  FE0268
 FE0268  STATE/COUNTY-  TN/DECATUR
 FE0268  USGS QUAD   -  BATH SPRINGS (1972)
 FE0268
 FE0268                         *CURRENT SURVEY CONTROL
 FE0268  ___________________________________________________________________
 FE0268* NAD 83(1986)-  35 26 20.     (N)    088 04 17.     (W)     SCALED    
 FE0268* NAVD 88     -       136.437  (meters)     447.63   (feet)  ADJUSTED  
 FE0268  ___________________________________________________________________
 FE0268  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0268  DYNAMIC HT  -         136.313 (meters)     447.22  (feet)  COMP
 FE0268  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE0268
 FE0268  VERT ORDER  -  FIRST     CLASS II
 FE0268
 FE0268.The horizontal coordinates were scaled from a topographic map and have
 FE0268.an estimated accuracy of +/- 6 seconds.
 FE0268
 FE0268.The orthometric height was determined by differential leveling
 FE0268.and adjusted by the National Geodetic Survey in June 1991..
 FE0268
 FE0268.The geoid height was determined by GEOID03.
 FE0268
 FE0268.The dynamic height is computed by dividing the NAVD 88
 FE0268.geopotential number by the normal gravity value computed on the
 FE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0268.degrees latitude (g = 980.6199 gals.).
 FE0268
 FE0268.The modeled gravity was interpolated from observed gravity values.
 FE0268
 FE0268;                    North         East    Units  Estimated Accuracy
 FE0268;SPC TN       -   124,650.      411,940.      MT  (+/- 180 meters Scaled)
 FE0268
 FE0268                          SUPERSEDED SURVEY CONTROL
 FE0268
 FE0268  NGVD 29 (??/??/??)  136.444  (m)          447.65   (f) ADJUSTED    1 2
 FE0268
 FE0268.Superseded values are not recommended for survey control.
 FE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0268.See file dsdata.txt to determine how the superseded data were derived.
 FE0268
 FE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE027222(NAD 83)
 FE0268_MARKER: DD = SURVEY DISK
 FE0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0268_STAMPING: RT GN 78 1935
 FE0268_MARK LOGO: TVA   
 FE0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0268+STABILITY: SURFACE MOTION
 FE0268
 FE0268  HISTORY     - Date     Condition        Report By
 FE0268  HISTORY     - 1935     MONUMENTED       TVA
 FE0268  HISTORY     - 1947     GOOD             CGS
 FE0268  HISTORY     - 1949     GOOD             CGS
 FE0268
 FE0268                          STATION DESCRIPTION
 FE0268
 FE0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0268'1.8 MI E FROM BATH SPRINGS.
 FE0268'1.75 MILES EAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AT BATH
 FE0268'SPRINGS, AT A SAW MILL ON THE SOUTH SIDE OF THE HIGHWAY, 99 FEET
 FE0268'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 78 FEET
 FE0268'WEST OF THE CENTER LINE OF THE DRIVE LEADING TO THE SAW MILL, 39
 FE0268'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF
 FE0268'A 6-INCH TRIANGULAR BLAZED HICKORY TREE, 20 FEET EAST OF A
 FE0268'6-INCH TRIANGULAR BLAZED HICKORY TREE, 2 FEET WEST OF A WHITE
 FE0268'WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP
 FE0268'OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0268
 FE0268                          STATION RECOVERY (1949)
 FE0268
 FE0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0265 ***********************************************************************
 FE0265  DESIGNATION -  RT GN 79
 FE0265  PID         -  FE0265
 FE0265  STATE/COUNTY-  TN/DECATUR
 FE0265  USGS QUAD   -  BATH SPRINGS (1972)
 FE0265
 FE0265                         *CURRENT SURVEY CONTROL
 FE0265  ___________________________________________________________________
 FE0265* NAD 83(1986)-  35 26 19.     (N)    088 04 03.     (W)     SCALED    
 FE0265* NAVD 88     -       141.516  (meters)     464.29   (feet)  ADJUSTED  
 FE0265  ___________________________________________________________________
 FE0265  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0265  DYNAMIC HT  -         141.387 (meters)     463.87  (feet)  COMP
 FE0265  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 FE0265
 FE0265  VERT ORDER  -  FIRST     CLASS II
 FE0265
 FE0265.The horizontal coordinates were scaled from a topographic map and have
 FE0265.an estimated accuracy of +/- 6 seconds.
 FE0265
 FE0265.The orthometric height was determined by differential leveling
 FE0265.and adjusted by the National Geodetic Survey in June 1991..
 FE0265
 FE0265.The geoid height was determined by GEOID03.
 FE0265
 FE0265.The dynamic height is computed by dividing the NAVD 88
 FE0265.geopotential number by the normal gravity value computed on the
 FE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0265.degrees latitude (g = 980.6199 gals.).
 FE0265
 FE0265.The modeled gravity was interpolated from observed gravity values.
 FE0265
 FE0265;                    North         East    Units  Estimated Accuracy
 FE0265;SPC TN       -   124,610.      412,290.      MT  (+/- 180 meters Scaled)
 FE0265
 FE0265                          SUPERSEDED SURVEY CONTROL
 FE0265
 FE0265  NGVD 29 (??/??/??)  141.523  (m)          464.31   (f) ADJUSTED    1 2
 FE0265
 FE0265.Superseded values are not recommended for survey control.
 FE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0265.See file dsdata.txt to determine how the superseded data were derived.
 FE0265
 FE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE031222(NAD 83)
 FE0265_MARKER: DD = SURVEY DISK
 FE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0265_STAMPING: RT GN 79 1935
 FE0265_MARK LOGO: TVA   
 FE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0265+STABILITY: SURFACE MOTION
 FE0265
 FE0265  HISTORY     - Date     Condition        Report By
 FE0265  HISTORY     - 1935     MONUMENTED       TVA
 FE0265  HISTORY     - 1947     GOOD             CGS
 FE0265  HISTORY     - 1949     GOOD             CGS
 FE0265
 FE0265                          STATION DESCRIPTION
 FE0265
 FE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0265'2 MI SE FROM BATH SPRINGS.
 FE0265'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL
 FE0265'AT BATH SPRINGS, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF
 FE0265'A ROAD LEADING NORTHEAST, ABOUT 0.2 MILE EAST OF A SAW MILL, 23
 FE0265'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST
 FE0265'OF A BLAZED 12-INCH HICKORY TREE, 11 FEET SOUTHEAST OF A
 FE0265'TRIANGULAR BLAZED 10-INCH HICKORY TREE, 7 FEET SOUTH-SOUTHEAST
 FE0265'OF A TRIANGULAR BLAZED 10-INCH TREE, 2 FEET NORTHWEST OF A
 FE0265'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 FE0265'IN THE TOP OF A CONCRETE POST PROJECTING 8 IN.  NOTE-- A STEEL
 FE0265'POST WAS SET 2 FEET WEST OF MARKER.
 FE0265
 FE0265                          STATION RECOVERY (1949)
 FE0265
 FE0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0266 ***********************************************************************
 FE0266  DESIGNATION -  RT GN 80
 FE0266  PID         -  FE0266
 FE0266  STATE/COUNTY-  TN/DECATUR
 FE0266  USGS QUAD   -  BATH SPRINGS (1972)
 FE0266
 FE0266                         *CURRENT SURVEY CONTROL
 FE0266  ___________________________________________________________________
 FE0266* NAD 83(1986)-  35 25 44.     (N)    088 03 17.     (W)     SCALED    
 FE0266* NAVD 88     -       175.057  (meters)     574.33   (feet)  ADJUSTED  
 FE0266  ___________________________________________________________________
 FE0266  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0266  DYNAMIC HT  -         174.897 (meters)     573.81  (feet)  COMP
 FE0266  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE0266
 FE0266  VERT ORDER  -  FIRST     CLASS II
 FE0266
 FE0266.The horizontal coordinates were scaled from a topographic map and have
 FE0266.an estimated accuracy of +/- 6 seconds.
 FE0266
 FE0266.The orthometric height was determined by differential leveling
 FE0266.and adjusted by the National Geodetic Survey in June 1991..
 FE0266
 FE0266.The geoid height was determined by GEOID03.
 FE0266
 FE0266.The dynamic height is computed by dividing the NAVD 88
 FE0266.geopotential number by the normal gravity value computed on the
 FE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0266.degrees latitude (g = 980.6199 gals.).
 FE0266
 FE0266.The modeled gravity was interpolated from observed gravity values.
 FE0266
 FE0266;                    North         East    Units  Estimated Accuracy
 FE0266;SPC TN       -   123,510.      413,430.      MT  (+/- 180 meters Scaled)
 FE0266
 FE0266                          SUPERSEDED SURVEY CONTROL
 FE0266
 FE0266  NGVD 29 (??/??/??)  175.064  (m)          574.36   (f) ADJUSTED    1 2
 FE0266
 FE0266.Superseded values are not recommended for survey control.
 FE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0266.See file dsdata.txt to determine how the superseded data were derived.
 FE0266
 FE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042211(NAD 83)
 FE0266_MARKER: DD = SURVEY DISK
 FE0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0266_STAMPING: RT GN 80 1935
 FE0266_MARK LOGO: TVA   
 FE0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0266+STABILITY: SURFACE MOTION
 FE0266
 FE0266  HISTORY     - Date     Condition        Report By
 FE0266  HISTORY     - 1935     MONUMENTED       TVA
 FE0266  HISTORY     - 1947     GOOD             CGS
 FE0266  HISTORY     - 1949     GOOD             CGS
 FE0266
 FE0266                          STATION DESCRIPTION
 FE0266
 FE0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0266'3.1 MI E FROM BATH SPRINGS.
 FE0266'3.1 MILES EAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AT BATH
 FE0266'SPRINGS, ABOUT 0.1 MILE NORTHWEST OF A SMALL FARM HOUSE, SET IN
 FE0266'THE NORTHEAST SIDE OF THE HIGHWAY AT A CURVE WITH TANGENTS
 FE0266'EXTENDING WEST AND SOUTH, 65 FEET SOUTHEAST OF A 6-INCH
 FE0266'TRIANGULAR BLAZED PINE TREE, 32 FEET NORTHWEST OF A 10-INCH
 FE0266'BLAZED PINE TREE, 39 FEET WEST OF A 12-INCH BLAZED OAK TREE, 31
 FE0266'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 FE0266'NORTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE
 FE0266'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 FE0266'INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET WEST OF MARKER.
 FE0266
 FE0266                          STATION RECOVERY (1949)
 FE0266
 FE0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0263 ***********************************************************************
 FE0263  DESIGNATION -  RT GN 81
 FE0263  PID         -  FE0263
 FE0263  STATE/COUNTY-  TN/DECATUR
 FE0263  USGS QUAD   -  BATH SPRINGS (1972)
 FE0263
 FE0263                         *CURRENT SURVEY CONTROL
 FE0263  ___________________________________________________________________
 FE0263* NAD 83(1986)-  35 25 34.     (N)    088 03 12.     (W)     SCALED    
 FE0263* NAVD 88     -       190.737  (meters)     625.78   (feet)  ADJUSTED  
 FE0263  ___________________________________________________________________
 FE0263  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0263  DYNAMIC HT  -         190.563 (meters)     625.21  (feet)  COMP
 FE0263  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 FE0263
 FE0263  VERT ORDER  -  FIRST     CLASS II
 FE0263
 FE0263.The horizontal coordinates were scaled from a topographic map and have
 FE0263.an estimated accuracy of +/- 6 seconds.
 FE0263
 FE0263.The orthometric height was determined by differential leveling
 FE0263.and adjusted by the National Geodetic Survey in June 1991..
 FE0263
 FE0263.The geoid height was determined by GEOID03.
 FE0263
 FE0263.The dynamic height is computed by dividing the NAVD 88
 FE0263.geopotential number by the normal gravity value computed on the
 FE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0263.degrees latitude (g = 980.6199 gals.).
 FE0263
 FE0263.The modeled gravity was interpolated from observed gravity values.
 FE0263
 FE0263;                    North         East    Units  Estimated Accuracy
 FE0263;SPC TN       -   123,200.      413,550.      MT  (+/- 180 meters Scaled)
 FE0263
 FE0263                          SUPERSEDED SURVEY CONTROL
 FE0263
 FE0263  NGVD 29 (??/??/??)  190.744  (m)          625.80   (f) ADJUSTED    1 2
 FE0263
 FE0263.Superseded values are not recommended for survey control.
 FE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0263.See file dsdata.txt to determine how the superseded data were derived.
 FE0263
 FE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE043208(NAD 83)
 FE0263_MARKER: DD = SURVEY DISK
 FE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0263_STAMPING: RT GN 81 1935
 FE0263_MARK LOGO: TVA   
 FE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0263+STABILITY: SURFACE MOTION
 FE0263
 FE0263  HISTORY     - Date     Condition        Report By
 FE0263  HISTORY     - 1935     MONUMENTED       TVA
 FE0263  HISTORY     - 1947     GOOD             CGS
 FE0263  HISTORY     - 1949     GOOD             CGS
 FE0263
 FE0263                          STATION DESCRIPTION
 FE0263
 FE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0263'3.3 MI E FROM BATH SPRINGS.
 FE0263'3.3 MILES EAST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AT BATH
 FE0263'SPRINGS, ABOUT 0.1 MILE SOUTHEAST OF A SMALL FARM HOUSE, ON
 FE0263'CURVE WITH TANGENTS EXTENDING NORTH AND EAST, 230 FEET NORTHWEST
 FE0263'OF THE PROLONGED CENTER LINE OF A DIM ROAD LEADING NORTH, 165
 FE0263'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BOARD FENCE AROUND
 FE0263'A GARDEN, 171 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE
 FE0263'SOUTHWEST CORNER OF A SMALL FARM HOUSE, 35 FEET SOUTHWEST OF THE
 FE0263'CENTER LINE OF THE HIGHWAY ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 FE0263'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0263
 FE0263                          STATION RECOVERY (1949)
 FE0263
 FE0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0264 ***********************************************************************
 FE0264  DESIGNATION -  RT GN 82
 FE0264  PID         -  FE0264
 FE0264  STATE/COUNTY-  TN/DECATUR
 FE0264  USGS QUAD   -  BATH SPRINGS (1972)
 FE0264
 FE0264                         *CURRENT SURVEY CONTROL
 FE0264  ___________________________________________________________________
 FE0264* NAD 83(1986)-  35 25 14.     (N)    088 02 30.     (W)     SCALED    
 FE0264* NAVD 88     -       160.748  (meters)     527.39   (feet)  ADJUSTED  
 FE0264  ___________________________________________________________________
 FE0264  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0264  DYNAMIC HT  -         160.601 (meters)     526.91  (feet)  COMP
 FE0264  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 FE0264
 FE0264  VERT ORDER  -  FIRST     CLASS II
 FE0264
 FE0264.The horizontal coordinates were scaled from a topographic map and have
 FE0264.an estimated accuracy of +/- 6 seconds.
 FE0264
 FE0264.The orthometric height was determined by differential leveling
 FE0264.and adjusted by the National Geodetic Survey in June 1991..
 FE0264
 FE0264.The geoid height was determined by GEOID03.
 FE0264
 FE0264.The dynamic height is computed by dividing the NAVD 88
 FE0264.geopotential number by the normal gravity value computed on the
 FE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0264.degrees latitude (g = 980.6199 gals.).
 FE0264
 FE0264.The modeled gravity was interpolated from observed gravity values.
 FE0264
 FE0264;                    North         East    Units  Estimated Accuracy
 FE0264;SPC TN       -   122,560.      414,600.      MT  (+/- 180 meters Scaled)
 FE0264
 FE0264                          SUPERSEDED SURVEY CONTROL
 FE0264
 FE0264  NGVD 29 (??/??/??)  160.755  (m)          527.41   (f) ADJUSTED    1 2
 FE0264
 FE0264.Superseded values are not recommended for survey control.
 FE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0264.See file dsdata.txt to determine how the superseded data were derived.
 FE0264
 FE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE054201(NAD 83)
 FE0264_MARKER: DD = SURVEY DISK
 FE0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0264_STAMPING: RT GN 82 1935
 FE0264_MARK LOGO: TVA   
 FE0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0264+STABILITY: SURFACE MOTION
 FE0264
 FE0264  HISTORY     - Date     Condition        Report By
 FE0264  HISTORY     - 1935     MONUMENTED       TVA
 FE0264  HISTORY     - 1947     GOOD             CGS
 FE0264  HISTORY     - 1949     GOOD             CGS
 FE0264
 FE0264                          STATION DESCRIPTION
 FE0264
 FE0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0264'4.4 MI NW FROM CLIFTON.
 FE0264'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE NORTH
 FE0264'BANK OF THE TENNESSEE RIVER AT THE CLIFTON FERRY LANDING, ABOUT
 FE0264'4.2 MILES EAST OF THE SCHOOL AT BATH SPRINGS, DECATUR COUNTY, ON
 FE0264'THE INSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST,
 FE0264'59 FEET NORTHWEST OF A TRIANGULAR BLAZED 10-INCH OAK TREE, 125
 FE0264'FEET EAST OF A BLAZED 12-INCH POPLAR TREE, 80 FEET SOUTHEAST AND
 FE0264'ACROSS THE HIGHWAY FROM A TRIANGULAR BLAZED 10-INCH PINE TREE,
 FE0264'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A
 FE0264'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 FE0264'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- A
 FE0264'STEEL POST WAS SET 2 FEET WEST OF MARKER.
 FE0264
 FE0264                          STATION RECOVERY (1949)
 FE0264
 FE0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0261 ***********************************************************************
 FE0261  DESIGNATION -  RT GN 83
 FE0261  PID         -  FE0261
 FE0261  STATE/COUNTY-  TN/DECATUR
 FE0261  USGS QUAD   -  BATH SPRINGS (1972)
 FE0261
 FE0261                         *CURRENT SURVEY CONTROL
 FE0261  ___________________________________________________________________
 FE0261* NAD 83(1986)-  35 25 14.     (N)    088 02 23.     (W)     SCALED    
 FE0261* NAVD 88     -       159.249  (meters)     522.47   (feet)  ADJUSTED  
 FE0261  ___________________________________________________________________
 FE0261  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0261  DYNAMIC HT  -         159.104 (meters)     521.99  (feet)  COMP
 FE0261  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FE0261
 FE0261  VERT ORDER  -  FIRST     CLASS II
 FE0261
 FE0261.The horizontal coordinates were scaled from a topographic map and have
 FE0261.an estimated accuracy of +/- 6 seconds.
 FE0261
 FE0261.The orthometric height was determined by differential leveling
 FE0261.and adjusted by the National Geodetic Survey in June 1991..
 FE0261
 FE0261.The geoid height was determined by GEOID03.
 FE0261
 FE0261.The dynamic height is computed by dividing the NAVD 88
 FE0261.geopotential number by the normal gravity value computed on the
 FE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0261.degrees latitude (g = 980.6199 gals.).
 FE0261
 FE0261.The modeled gravity was interpolated from observed gravity values.
 FE0261
 FE0261;                    North         East    Units  Estimated Accuracy
 FE0261;SPC TN       -   122,560.      414,770.      MT  (+/- 180 meters Scaled)
 FE0261
 FE0261                          SUPERSEDED SURVEY CONTROL
 FE0261
 FE0261  NGVD 29 (??/??/??)  159.256  (m)          522.49   (f) ADJUSTED    1 2
 FE0261
 FE0261.Superseded values are not recommended for survey control.
 FE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0261.See file dsdata.txt to determine how the superseded data were derived.
 FE0261
 FE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE056201(NAD 83)
 FE0261_MARKER: DD = SURVEY DISK
 FE0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0261_STAMPING: RT GN 83 1935
 FE0261_MARK LOGO: TVA   
 FE0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0261+STABILITY: SURFACE MOTION
 FE0261
 FE0261  HISTORY     - Date     Condition        Report By
 FE0261  HISTORY     - 1935     MONUMENTED       TVA
 FE0261  HISTORY     - 1947     GOOD             CGS
 FE0261  HISTORY     - 1949     GOOD             CGS
 FE0261
 FE0261                          STATION DESCRIPTION
 FE0261
 FE0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0261'4.4 MI NW FROM CLIFTON.
 FE0261'4.35 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE NORTH
 FE0261'BANK OF THE TENNESSEE RIVER AT THE CLIFTON FERRY LANDING, AT
 FE0261'THE JUNCTION OF A DIM WAGON ROAD LEADING NORTH THROUGH THE WOODS,
 FE0261'ON THE OUTSIDE OF A CURVE WITH TANGENTS WEST AND SOUTH, 61 FEET
 FE0261'EAST OF THE CENTER LINE OF THE WAGON ROAD, 25 FEET NORTHEAST OF
 FE0261'THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHEAST OF A 6-INCH
 FE0261'OAK TREE, 9 FEET SOUTHWEST OF A 10-INCH OAK TREE, 12 FEET
 FE0261'NORTHWEST OF A 12-INCH OAK TREE, 2 FEET NORTHWEST OF A WHITE
 FE0261'WOODEN WITNESS POST, 3 FEET ABOVE THE HIGHWAY AND SET IN THE
 FE0261'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A STEEL
 FE0261'POST WAS 2 FEET SOUTHWEST OF MONUMENT.
 FE0261
 FE0261                          STATION RECOVERY (1949)
 FE0261
 FE0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0262 ***********************************************************************
 FE0262  DESIGNATION -  RT GN 84
 FE0262  PID         -  FE0262
 FE0262  STATE/COUNTY-  TN/DECATUR
 FE0262  USGS QUAD   -  BATH SPRINGS (1972)
 FE0262
 FE0262                         *CURRENT SURVEY CONTROL
 FE0262  ___________________________________________________________________
 FE0262* NAD 83(1986)-  35 24 41.     (N)    088 02 00.     (W)     SCALED    
 FE0262* NAVD 88     -       124.338  (meters)     407.93   (feet)  ADJUSTED  
 FE0262  ___________________________________________________________________
 FE0262  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0262  DYNAMIC HT  -         124.224 (meters)     407.56  (feet)  COMP
 FE0262  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 FE0262
 FE0262  VERT ORDER  -  FIRST     CLASS II
 FE0262
 FE0262.The horizontal coordinates were scaled from a topographic map and have
 FE0262.an estimated accuracy of +/- 6 seconds.
 FE0262
 FE0262.The orthometric height was determined by differential leveling
 FE0262.and adjusted by the National Geodetic Survey in June 1991..
 FE0262
 FE0262.The geoid height was determined by GEOID03.
 FE0262
 FE0262.The dynamic height is computed by dividing the NAVD 88
 FE0262.geopotential number by the normal gravity value computed on the
 FE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0262.degrees latitude (g = 980.6199 gals.).
 FE0262
 FE0262.The modeled gravity was interpolated from observed gravity values.
 FE0262
 FE0262;                    North         East    Units  Estimated Accuracy
 FE0262;SPC TN       -   121,530.      415,330.      MT  (+/- 180 meters Scaled)
 FE0262
 FE0262                          SUPERSEDED SURVEY CONTROL
 FE0262
 FE0262  NGVD 29 (??/??/??)  124.345  (m)          407.96   (f) ADJUSTED    1 2
 FE0262
 FE0262.Superseded values are not recommended for survey control.
 FE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0262.See file dsdata.txt to determine how the superseded data were derived.
 FE0262
 FE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE061191(NAD 83)
 FE0262_MARKER: DD = SURVEY DISK
 FE0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0262_STAMPING: RT GN 84 1935
 FE0262_MARK LOGO: TVA   
 FE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0262+STABILITY: SURFACE MOTION
 FE0262
 FE0262  HISTORY     - Date     Condition        Report By
 FE0262  HISTORY     - 1935     MONUMENTED       TVA
 FE0262  HISTORY     - 1947     GOOD             CGS
 FE0262  HISTORY     - 1949     GOOD             CGS
 FE0262
 FE0262                          STATION DESCRIPTION
 FE0262
 FE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0262'3.4 MI NW FROM CLIFTON.
 FE0262'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE NORTH BANK
 FE0262'OF THE TENNESSEE RIVER AT THE CLIFTON FERRY LANDING, 237 FEET
 FE0262'WEST OF THE JUNCTION OF A DIM ROAD LEADING NORTH, ON THE NORTH
 FE0262'SLOPE OF A GRADE, 249 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 FE0262'THE NORTHEAST CORNER OF A RAIL FENCE AROUND A PASTURE, AT THE
 FE0262'INSIDE OF A CURVE WITH TANGENTS EAST AND NORTHWEST, 18 FEET
 FE0262'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A WHITE
 FE0262'WOODEN WITNESS POST, 3 FEET ABOVE THE HIGHWAY AND SET IN THE
 FE0262'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- STEEL POST
 FE0262'WAS SET 2 FEET EAST OF MARKER.
 FE0262
 FE0262                          STATION RECOVERY (1949)
 FE0262
 FE0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0259 ***********************************************************************
 FE0259  DESIGNATION -  RT GN 85
 FE0259  PID         -  FE0259
 FE0259  STATE/COUNTY-  TN/DECATUR
 FE0259  USGS QUAD   -  BATH SPRINGS (1972)
 FE0259
 FE0259                         *CURRENT SURVEY CONTROL
 FE0259  ___________________________________________________________________
 FE0259* NAD 83(1986)-  35 24 28.     (N)    088 01 02.     (W)     SCALED    
 FE0259* NAVD 88     -       131.929  (meters)     432.84   (feet)  ADJUSTED  
 FE0259  ___________________________________________________________________
 FE0259  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0259  DYNAMIC HT  -         131.808 (meters)     432.44  (feet)  COMP
 FE0259  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 FE0259
 FE0259  VERT ORDER  -  FIRST     CLASS II
 FE0259
 FE0259.The horizontal coordinates were scaled from a topographic map and have
 FE0259.an estimated accuracy of +/- 6 seconds.
 FE0259
 FE0259.The orthometric height was determined by differential leveling
 FE0259.and adjusted by the National Geodetic Survey in June 1991..
 FE0259
 FE0259.The geoid height was determined by GEOID03.
 FE0259
 FE0259.The dynamic height is computed by dividing the NAVD 88
 FE0259.geopotential number by the normal gravity value computed on the
 FE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0259.degrees latitude (g = 980.6199 gals.).
 FE0259
 FE0259.The modeled gravity was interpolated from observed gravity values.
 FE0259
 FE0259;                    North         East    Units  Estimated Accuracy
 FE0259;SPC TN       -   121,100.      416,790.      MT  (+/- 180 meters Scaled)
 FE0259
 FE0259                          SUPERSEDED SURVEY CONTROL
 FE0259
 FE0259  NGVD 29 (??/??/??)  131.936  (m)          432.86   (f) ADJUSTED    1 2
 FE0259
 FE0259.Superseded values are not recommended for survey control.
 FE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0259.See file dsdata.txt to determine how the superseded data were derived.
 FE0259
 FE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE076187(NAD 83)
 FE0259_MARKER: DD = SURVEY DISK
 FE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0259_STAMPING: RT GN 85 1935
 FE0259_MARK LOGO: TVA   
 FE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0259+STABILITY: SURFACE MOTION
 FE0259
 FE0259  HISTORY     - Date     Condition        Report By
 FE0259  HISTORY     - 1935     MONUMENTED       TVA
 FE0259  HISTORY     - 1947     GOOD             CGS
 FE0259  HISTORY     - 1949     GOOD             CGS
 FE0259
 FE0259                          STATION DESCRIPTION
 FE0259
 FE0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0259'2.4 MI NW FROM CLIFTON.
 FE0259'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE NORTH BANK
 FE0259'OF THE TENNESSEE RIVER AT THE CLIFTON FERRY LANDING, ABOUT 0.95
 FE0259'MILE NORTHWEST OF THE LONE CHESTNUT SCHOOL, AT THE FOOT OF A
 FE0259'GRADE, 151 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FE0259'NORTHEAST CORNER OF A SMALL FARM HOUSE, 140 FEET NORTHWEST AND
 FE0259'ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A TWIN 4-FOOT
 FE0259'CONCRETE PIPE CULVERT, 27 FEET SOUTH OF A LONE 32-INCH WHITE OAK
 FE0259'TREE, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2
 FE0259'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE
 FE0259'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 FE0259'INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0259
 FE0259                          STATION RECOVERY (1949)
 FE0259
 FE0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0260 ***********************************************************************
 FE0260  DESIGNATION -  RT GN 86
 FE0260  PID         -  FE0260
 FE0260  STATE/COUNTY-  TN/DECATUR
 FE0260  USGS QUAD   -  BATH SPRINGS (1972)
 FE0260
 FE0260                         *CURRENT SURVEY CONTROL
 FE0260  ___________________________________________________________________
 FE0260* NAD 83(1986)-  35 24 22.     (N)    088 00 56.     (W)     SCALED    
 FE0260* NAVD 88     -       136.884  (meters)     449.09   (feet)  ADJUSTED  
 FE0260  ___________________________________________________________________
 FE0260  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0260  DYNAMIC HT  -         136.759 (meters)     448.68  (feet)  COMP
 FE0260  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 FE0260
 FE0260  VERT ORDER  -  FIRST     CLASS II
 FE0260
 FE0260.The horizontal coordinates were scaled from a topographic map and have
 FE0260.an estimated accuracy of +/- 6 seconds.
 FE0260
 FE0260.The orthometric height was determined by differential leveling
 FE0260.and adjusted by the National Geodetic Survey in June 1991..
 FE0260
 FE0260.The geoid height was determined by GEOID03.
 FE0260
 FE0260.The dynamic height is computed by dividing the NAVD 88
 FE0260.geopotential number by the normal gravity value computed on the
 FE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0260.degrees latitude (g = 980.6199 gals.).
 FE0260
 FE0260.The modeled gravity was interpolated from observed gravity values.
 FE0260
 FE0260;                    North         East    Units  Estimated Accuracy
 FE0260;SPC TN       -   120,910.      416,940.      MT  (+/- 180 meters Scaled)
 FE0260
 FE0260                          SUPERSEDED SURVEY CONTROL
 FE0260
 FE0260  NGVD 29 (??/??/??)  136.891  (m)          449.12   (f) ADJUSTED    1 2
 FE0260
 FE0260.Superseded values are not recommended for survey control.
 FE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0260.See file dsdata.txt to determine how the superseded data were derived.
 FE0260
 FE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE077185(NAD 83)
 FE0260_MARKER: DD = SURVEY DISK
 FE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0260_STAMPING: RT GN 86 1935
 FE0260_MARK LOGO: TVA   
 FE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0260+STABILITY: SURFACE MOTION
 FE0260
 FE0260  HISTORY     - Date     Condition        Report By
 FE0260  HISTORY     - 1935     MONUMENTED       TVA
 FE0260  HISTORY     - 1947     GOOD             CGS
 FE0260  HISTORY     - 1949     GOOD             CGS
 FE0260
 FE0260                          STATION DESCRIPTION
 FE0260
 FE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0260'2.3 MI NW FROM CLIFTON.
 FE0260'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 114 FROM THE NORTH BANK
 FE0260'OF THE TENNESSEE RIVER AT THE CLIFTON FERRY CROSSING, ABOUT 0.85
 FE0260'MILE NORTHWEST OF THE LONE CHESTNUT SCHOOL, ABOUT 75 YARDS
 FE0260'NORTHWEST OF A CURVE IN THE HIGHWAY WITH TANGENTS NORTHWEST AND
 FE0260'NORTHEAST, ABOUT 0.1 MILE SOUTHEAST OF A TWIN 4-FOOT CONCRETE
 FE0260'PIPE CULVERT, 200 FEET SOUTHEAST OF A T FENCE CORNER POST IN THE
 FE0260'NORTHEAST RIGHT-OF-WAY FENCE, 23 FEET NORTHEAST OF THE CENTER
 FE0260'LINE OF THE HIGHWAY, 37 FEET WEST OF A TRIANGULAR BLAZED 16-INCH
 FE0260'TREE, 2.5 FEET NORTHEAST OF THE FENCE LINE, 3 FEET NORTHEAST OF
 FE0260'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FE0260'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A
 FE0260'STEEL POST WAS SET 3 FEET WEST OF MONUMENT.
 FE0260
 FE0260                          STATION RECOVERY (1949)
 FE0260
 FE0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1052 ***********************************************************************
 FD1052  DESIGNATION -  RT GN 88
 FD1052  PID         -  FD1052
 FD1052  STATE/COUNTY-  TN/DECATUR
 FD1052  USGS QUAD   -  CLIFTON (1972)
 FD1052
 FD1052                         *CURRENT SURVEY CONTROL
 FD1052  ___________________________________________________________________
 FD1052* NAD 83(1986)-  35 24 01.     (N)    087 59 36.     (W)     SCALED    
 FD1052* NAVD 88     -       123.359  (meters)     404.72   (feet)  ADJUSTED  
 FD1052  ___________________________________________________________________
 FD1052  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD1052  DYNAMIC HT  -         123.246 (meters)     404.35  (feet)  COMP
 FD1052  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 FD1052
 FD1052  VERT ORDER  -  FIRST     CLASS II
 FD1052
 FD1052.The horizontal coordinates were scaled from a topographic map and have
 FD1052.an estimated accuracy of +/- 6 seconds.
 FD1052
 FD1052.The orthometric height was determined by differential leveling
 FD1052.and adjusted by the National Geodetic Survey in June 1991..
 FD1052
 FD1052.The geoid height was determined by GEOID03.
 FD1052
 FD1052.The dynamic height is computed by dividing the NAVD 88
 FD1052.geopotential number by the normal gravity value computed on the
 FD1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1052.degrees latitude (g = 980.6199 gals.).
 FD1052
 FD1052.The modeled gravity was interpolated from observed gravity values.
 FD1052
 FD1052;                    North         East    Units  Estimated Accuracy
 FD1052;SPC TN       -   120,220.      418,940.      MT  (+/- 180 meters Scaled)
 FD1052
 FD1052                          SUPERSEDED SURVEY CONTROL
 FD1052
 FD1052  NGVD 29 (??/??/92)  123.367  (m)          404.75   (f) ADJ UNCH    1 2
 FD1052
 FD1052.Superseded values are not recommended for survey control.
 FD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1052.See file dsdata.txt to determine how the superseded data were derived.
 FD1052
 FD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE097178(NAD 83)
 FD1052_MARKER: DD = SURVEY DISK
 FD1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1052_STAMPING: RT GN 88 1935
 FD1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1052+STABILITY: SURFACE MOTION
 FD1052
 FD1052  HISTORY     - Date     Condition        Report By
 FD1052  HISTORY     - 1935     MONUMENTED       TVA
 FD1052  HISTORY     - 1950     GOOD             NGS
 FD1052
 FD1052                          STATION DESCRIPTION
 FD1052
 FD1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1052'0.6 MI N FROM CLIFTON.
 FD1052'0.6 MILE NORTH ALONG STATE HIGHWAY 114 FROM THE NORTH BANK OF
 FD1052'TENNESSEE RIVER AT THE CLIFTON FERRY LANDING, DECATUR COUNTY, IN
 FD1052'THE FRONT YARD OF THE FIRST HOUSE NORTH OF THE RIVER, 38 FEET
 FD1052'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET WEST OF THE
 FD1052'CENTERLINE OF THE HIGHWAY, 24 FEET NORTHEAST OF THE SOUTHEAST
 FD1052'FENCE CORNER, 13 FEET EAST OF THE FRONT-YARD FENCE, 2 FEET SOUTH
 FD1052'OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 FD1052'ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT GN
 FD1052'88 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1865 ***********************************************************************
 FB1865  DESIGNATION -  RT GN 95
 FB1865  PID         -  FB1865
 FB1865  STATE/COUNTY-  TN/KNOX
 FB1865  USGS QUAD   -  KNOXVILLE (1978)
 FB1865
 FB1865                         *CURRENT SURVEY CONTROL
 FB1865  ___________________________________________________________________
 FB1865* NAD 83(1986)-  35 57 33.     (N)    083 53 23.     (W)     SCALED    
 FB1865* NAVD 88     -       252.97   (+/-2cm)     830.0    (feet)  VERTCON   
 FB1865  ___________________________________________________________________
 FB1865  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1865
 FB1865  VERT ORDER  -  ? (See Below)
 FB1865
 FB1865.The horizontal coordinates were scaled from a topographic map and have
 FB1865.an estimated accuracy of +/- 6 seconds.
 FB1865
 FB1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1865.The vertical order pertains to the NGVD 29 superseded value.
 FB1865
 FB1865.The geoid height was determined by GEOID03.
 FB1865
 FB1865;                    North         East    Units  Estimated Accuracy
 FB1865;SPC TN       -   182,440.      790,340.      MT  (+/- 180 meters Scaled)
 FB1865
 FB1865                          SUPERSEDED SURVEY CONTROL
 FB1865
 FB1865  NGVD 29 (??/??/92)  253.109  (m)          830.41   (f) ADJ UNCH    ?  
 FB1865
 FB1865.Superseded values are not recommended for survey control.
 FB1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1865.See file dsdata.txt to determine how the superseded data were derived.
 FB1865
 FB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV393832(NAD 83)
 FB1865_MARKER: DD = SURVEY DISK
 FB1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1865_STAMPING: RT GN 95 1936
 FB1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1865+STABILITY: SURFACE MOTION
 FB1865
 FB1865  HISTORY     - Date     Condition        Report By
 FB1865  HISTORY     - 1936     MONUMENTED       TVA
 FB1865  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1865
 FB1865                          STATION DESCRIPTION
 FB1865
 FB1865'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FB1865'AT SOUTH KNOXVILLE.
 FB1865'AT SOUTH KNOXVILLE, 1.2 MILES EAST ALONG SEVIER AVENUE AND ISLAND
 FB1865'HOME PIKE FROM THE SOUTH END OF THE HENLEY STREET BRIDGE OVER
 FB1865'TENNESSEE RIVER, 250 FEET SOUTH OF THE RIVER BANK, 63 FEET SOUTH
 FB1865'OF THE CENTERLINE OF ISLAND HOME PIKE, ON THE TEXAS CO. PROPERTY,
 FB1865'ON THE LAWN OF THE TEXACO WHOLESALE DISTRIBUTING STATION, 63.8
 FB1865'FEET SOUTHEAST OF A POLE, 50.2 FEET SOUTH OF ANOTHER POLE,
 FB1865'50.3 FEET SOUTHWEST OF AN 18-INCH MAPLE TREE, AND 50 FEET WEST
 FB1865'OF THE FENCE ALONG THE EAST SIDE OF THE TEXACO PROPERTY.  A
 FB1865'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT GN 95 1936
 FB1865'AND SET IN THE TOP OF A CONCRETE POST.
 FB1865
 FB1865                          STATION RECOVERY (1982)
 FB1865
 FB1865'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1866 ***********************************************************************
 FB1866  DESIGNATION -  RT GN 96
 FB1866  PID         -  FB1866
 FB1866  STATE/COUNTY-  TN/KNOX
 FB1866  USGS QUAD   -  KNOXVILLE (1978)
 FB1866
 FB1866                         *CURRENT SURVEY CONTROL
 FB1866  ___________________________________________________________________
 FB1866* NAD 83(1986)-  35 57 22.     (N)    083 53 14.     (W)     SCALED    
 FB1866* NAVD 88     -       252.50   (+/-2cm)     828.4    (feet)  VERTCON   
 FB1866  ___________________________________________________________________
 FB1866  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1866
 FB1866  VERT ORDER  -  ? (See Below)
 FB1866
 FB1866.The horizontal coordinates were scaled from a topographic map and have
 FB1866.an estimated accuracy of +/- 6 seconds.
 FB1866
 FB1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1866.The vertical order pertains to the NGVD 29 superseded value.
 FB1866
 FB1866.The geoid height was determined by GEOID03.
 FB1866
 FB1866;                    North         East    Units  Estimated Accuracy
 FB1866;SPC TN       -   182,100.      790,580.      MT  (+/- 180 meters Scaled)
 FB1866
 FB1866                          SUPERSEDED SURVEY CONTROL
 FB1866
 FB1866  NGVD 29 (??/??/92)  252.634  (m)          828.85   (f) ADJ UNCH    ?  
 FB1866
 FB1866.Superseded values are not recommended for survey control.
 FB1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1866.See file dsdata.txt to determine how the superseded data were derived.
 FB1866
 FB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV396829(NAD 83)
 FB1866_MARKER: DD = SURVEY DISK
 FB1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1866_STAMPING: RT GN 96 1936
 FB1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1866+STABILITY: SURFACE MOTION
 FB1866
 FB1866  HISTORY     - Date     Condition        Report By
 FB1866  HISTORY     - 1936     MONUMENTED       TVA
 FB1866  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1866
 FB1866                          STATION DESCRIPTION
 FB1866
 FB1866'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FB1866'AT SOUTH KNOXVILLE.
 FB1866'AT SOUTH KNOXVILLE, 1.6 MILES EAST ALONG SEVIER AVENUE AND ISLAND
 FB1866'HOME PIKE FROM THE SOUTH END OF THE HENLEY STREET BRIDGE OVER
 FB1866'TENNESSEE RIVER, 75 FEET SOUTH OF THE RIVER, ON THE NORTH SIDE
 FB1866'OF MAPLEWOOD DRIVE, AT ISLAND HOME PARK, 56.6 FEET EAST OF THE
 FB1866'NORTH STONE GATEPOST AT THE WEST ENTRANCE, OPPOSITE THE CITY
 FB1866'WATER PLANT, 53.6 FEET NORTHEAST OF THE CENTER OF A FIREPLUG,
 FB1866'17.6 FEET NORTH OF A TACK IN A POWER-TRANSMISSION LINE POLE,
 FB1866'AND 1 FOOT NORTH OF THE NORTH EDGE OF A CURVING SIDEWALK.  A
 FB1866'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED RT GN 96 1936
 FB1866'AND SET IN THE TOP OF A CONCRETE POST.
 FB1866
 FB1866                          STATION RECOVERY (1982)
 FB1866
 FB1866'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1867 ***********************************************************************
 FB1867  DESIGNATION -  RT GN 97
 FB1867  PID         -  FB1867
 FB1867  STATE/COUNTY-  TN/KNOX
 FB1867  USGS QUAD   -  KNOXVILLE (1978)
 FB1867
 FB1867                         *CURRENT SURVEY CONTROL
 FB1867  ___________________________________________________________________
 FB1867* NAD 83(1986)-  35 57 31.     (N)    083 52 44.     (W)     SCALED    
 FB1867* NAVD 88     -       259.12   (+/-2cm)     850.1    (feet)  VERTCON   
 FB1867  ___________________________________________________________________
 FB1867  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1867
 FB1867  VERT ORDER  -  ? (See Below)
 FB1867
 FB1867.The horizontal coordinates were scaled from a topographic map and have
 FB1867.an estimated accuracy of +/- 6 seconds.
 FB1867
 FB1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1867.The vertical order pertains to the NGVD 29 superseded value.
 FB1867
 FB1867.The geoid height was determined by GEOID03.
 FB1867
 FB1867;                    North         East    Units  Estimated Accuracy
 FB1867;SPC TN       -   182,400.      791,320.      MT  (+/- 180 meters Scaled)
 FB1867
 FB1867                          SUPERSEDED SURVEY CONTROL
 FB1867
 FB1867  NGVD 29 (??/??/92)  259.260  (m)          850.59   (f) ADJ UNCH    ?  
 FB1867
 FB1867.Superseded values are not recommended for survey control.
 FB1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1867.See file dsdata.txt to determine how the superseded data were derived.
 FB1867
 FB1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV403831(NAD 83)
 FB1867_MARKER: DD = SURVEY DISK
 FB1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1867_STAMPING: RT GN 97 1936
 FB1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1867+STABILITY: SURFACE MOTION
 FB1867
 FB1867  HISTORY     - Date     Condition        Report By
 FB1867  HISTORY     - 1936     MONUMENTED       TVA
 FB1867  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1867
 FB1867                          STATION DESCRIPTION
 FB1867
 FB1867'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FB1867'AT SOUTH KNOXVILLE.
 FB1867'AT SOUTH KNOXVILLE, 2.4 MILES EAST ALONG SEVIER AVENUE, ISLAND
 FB1867'HOME PIKE AND THE ISLAND AIRPORT ROAD FROM THE SOUTH END OF THE
 FB1867'HENLEY STREET BRIDGE OVER TENNESSEE RIVER, 400 FEET SOUTHEAST OF
 FB1867'THE DOWNSTREAM END OF DICKINSON ISLAND, 300 FEET SOUTH OF THE BANK
 FB1867'OF A CHUTE AROUND THE ISLAND, ON THE PROPERTY OF THE TENNESSEE
 FB1867'SCHOOL FOR THE DEAF, 270 FEET NORTHWEST OF THE GYMNASIUM, 30.7
 FB1867'FEET NORTHEAST OF A 15-INCH COTTONWOOD TREE, 17.6 FEET EAST OF A
 FB1867'7-INCH MAPLE TREE, 64 FEET SOUTH OF THE ISLAND AIRPORT ROAD, AND
 FB1867'9.1 FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE AROUND THE
 FB1867'FOOTBALL PRACTICE FIELD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1867'DISK, STAMPED RT GN 97 1936 AND SET IN THE TOP OF A CONCRETE POST.
 FB1867
 FB1867                          STATION RECOVERY (1982)
 FB1867
 FB1867'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1868 ***********************************************************************
 FB1868  DESIGNATION -  RT GN 98
 FB1868  PID         -  FB1868
 FB1868  STATE/COUNTY-  TN/KNOX
 FB1868  USGS QUAD   -  KNOXVILLE (1978)
 FB1868
 FB1868                         *CURRENT SURVEY CONTROL
 FB1868  ___________________________________________________________________
 FB1868* NAD 83(1986)-  35 57 44.     (N)    083 52 43.     (W)     SCALED    
 FB1868* NAVD 88     -       253.15   (+/-2cm)     830.5    (feet)  VERTCON   
 FB1868  ___________________________________________________________________
 FB1868  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1868
 FB1868  VERT ORDER  -  ? (See Below)
 FB1868
 FB1868.This mark is at Knoxville Downtown Isl Airport (DKX)
 FB1868
 FB1868.The horizontal coordinates were scaled from a topographic map and have
 FB1868.an estimated accuracy of +/- 6 seconds.
 FB1868
 FB1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1868.The vertical order pertains to the NGVD 29 superseded value.
 FB1868
 FB1868.The geoid height was determined by GEOID03.
 FB1868
 FB1868;                    North         East    Units  Estimated Accuracy
 FB1868;SPC TN       -   182,800.      791,340.      MT  (+/- 180 meters Scaled)
 FB1868
 FB1868                          SUPERSEDED SURVEY CONTROL
 FB1868
 FB1868  NGVD 29 (??/??/92)  253.288  (m)          831.00   (f) ADJ UNCH    ?  
 FB1868
 FB1868.Superseded values are not recommended for survey control.
 FB1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1868.See file dsdata.txt to determine how the superseded data were derived.
 FB1868
 FB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV404835(NAD 83)
 FB1868_MARKER: DD = SURVEY DISK
 FB1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1868_STAMPING: RT GN 98 1936
 FB1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1868+STABILITY: SURFACE MOTION
 FB1868
 FB1868  HISTORY     - Date     Condition        Report By
 FB1868  HISTORY     - 1936     MONUMENTED       TVA
 FB1868  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1868
 FB1868                          STATION DESCRIPTION
 FB1868
 FB1868'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FB1868'AT DICKINSON ISLAND.
 FB1868'AT ISLAND AIRPORT ON DICKINSON ISLAND IN TENNESSEE RIVER, 0.5
 FB1868'MILE EAST OF THE DOWNSTREAM TIP OF THE ISLAND, 0.2 MILE SOUTHEAST
 FB1868'OF THE LEFT BANK OF THE MAIN CHANNEL OF THE RIVER, 280 FEET NORTH
 FB1868'OF THE RIGHT BANK OF THE CHUTE ALONG THE SOUTH SIDE OF THE ISLAND,
 FB1868'162 FEET WEST OF THE NORTHWEST CORNER OF THE HANGER, 27.6 FEET
 FB1868'SOUTHWEST OF A TACK IN THE NORTHWEST CORNER OF THE AIRPORT OFFICE,
 FB1868'35.8 FEET NORTH OF A 20-INCH ELM TREE, AND 2.9 FEET NORTHWEST OF AN
 FB1868'18-INCH ELM TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1868'STAMPED RT GN 98 1936 AND SET IN THE TOP OF A CONCRETE POST.
 FB1868
 FB1868                          STATION RECOVERY (1982)
 FB1868
 FB1868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2078 ***********************************************************************
 FE2078  DESIGNATION -  RT MS 15
 FE2078  PID         -  FE2078
 FE2078  STATE/COUNTY-  TN/HARDIN
 FE2078  USGS QUAD   -  PICKWICK (1972)
 FE2078
 FE2078                         *CURRENT SURVEY CONTROL
 FE2078  ___________________________________________________________________
 FE2078* NAD 83(1986)-  35 00 06.     (N)    088 14 27.     (W)     SCALED    
 FE2078* NAVD 88     -       146.819  (meters)     481.69   (feet)  ADJUSTED  
 FE2078  ___________________________________________________________________
 FE2078  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2078  DYNAMIC HT  -         146.683 (meters)     481.24  (feet)  COMP
 FE2078  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FE2078
 FE2078  VERT ORDER  -  FIRST     CLASS II
 FE2078
 FE2078.The horizontal coordinates were scaled from a topographic map and have
 FE2078.an estimated accuracy of +/- 6 seconds.
 FE2078
 FE2078.The orthometric height was determined by differential leveling
 FE2078.and adjusted by the National Geodetic Survey in June 1991..
 FE2078
 FE2078.The geoid height was determined by GEOID03.
 FE2078
 FE2078.The dynamic height is computed by dividing the NAVD 88
 FE2078.geopotential number by the normal gravity value computed on the
 FE2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2078.degrees latitude (g = 980.6199 gals.).
 FE2078
 FE2078.The modeled gravity was interpolated from observed gravity values.
 FE2078
 FE2078;                    North         East    Units  Estimated Accuracy
 FE2078;SPC TN       -    76,500.      395,450.      MT  (+/- 180 meters Scaled)
 FE2078
 FE2078                          SUPERSEDED SURVEY CONTROL
 FE2078
 FE2078  NGVD 29 (??/??/??)  146.826  (m)          481.71   (f) ADJUSTED    1 2
 FE2078
 FE2078.Superseded values are not recommended for survey control.
 FE2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2078.See file dsdata.txt to determine how the superseded data were derived.
 FE2078
 FE2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD867739(NAD 83)
 FE2078_MARKER: DD = SURVEY DISK
 FE2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2078_STAMPING: RT MS 15 1935
 FE2078_MARK LOGO: TVA   
 FE2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2078+STABILITY: SURFACE MOTION
 FE2078
 FE2078  HISTORY     - Date     Condition        Report By
 FE2078  HISTORY     - 1935     MONUMENTED       TVA
 FE2078  HISTORY     - 1944     GOOD             CGS
 FE2078  HISTORY     - 1949     GOOD             TVA
 FE2078
 FE2078                          STATION DESCRIPTION
 FE2078
 FE2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE2078'3.9 MI S FROM PICKWICK DAM.
 FE2078'3.9 MILES SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE2078'PICKWICK DAM, ABOUT 1.0 MILE NORTH OF THE TENNESSEE-MISSISSIPPI
 FE2078'STATE LINE, ABOUT 55.0 WEST OF AND ABOUT 12 FEET ABOVE THE CENTER
 FE2078'LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A 4 BY 4 INCH WOODEN REFERENCE
 FE2078'POST, AND ABOUT MIDWAY BETWEEN AND 12.0 FEET SOUTH OF TWO LARGE OAK
 FE2078'TREES ABOUT 90 FEET APART.  MONUMENT PROJECTS ABOUT 0.2 FOOT.AND
 FE2078'NOTE--STEEL POST SET 2 FEET EAST OF MARKER.
 FE2078
 FE2078                          STATION RECOVERY (1949)
 FE2078
 FE2078'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 FE2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0269 ***********************************************************************
 FE0269  DESIGNATION -  RT MS 16
 FE0269  PID         -  FE0269
 FE0269  STATE/COUNTY-  TN/HARDIN
 FE0269  USGS QUAD   -  PICKWICK (1972)
 FE0269
 FE0269                         *CURRENT SURVEY CONTROL
 FE0269  ___________________________________________________________________
 FE0269* NAD 83(1986)-  35 00 52.     (N)    088 14 18.     (W)     SCALED    
 FE0269* NAVD 88     -       179.226  (meters)     588.01   (feet)  ADJUSTED  
 FE0269  ___________________________________________________________________
 FE0269  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE0269  DYNAMIC HT  -         179.060 (meters)     587.47  (feet)  COMP
 FE0269  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FE0269
 FE0269  VERT ORDER  -  FIRST     CLASS II
 FE0269
 FE0269.The horizontal coordinates were scaled from a topographic map and have
 FE0269.an estimated accuracy of +/- 6 seconds.
 FE0269
 FE0269.The orthometric height was determined by differential leveling
 FE0269.and adjusted by the National Geodetic Survey in June 1991..
 FE0269
 FE0269.The geoid height was determined by GEOID03.
 FE0269
 FE0269.The dynamic height is computed by dividing the NAVD 88
 FE0269.geopotential number by the normal gravity value computed on the
 FE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0269.degrees latitude (g = 980.6199 gals.).
 FE0269
 FE0269.The modeled gravity was interpolated from observed gravity values.
 FE0269
 FE0269;                    North         East    Units  Estimated Accuracy
 FE0269;SPC TN       -    77,910.      395,710.      MT  (+/- 180 meters Scaled)
 FE0269
 FE0269                          SUPERSEDED SURVEY CONTROL
 FE0269
 FE0269  NGVD 29 (??/??/??)  179.233  (m)          588.03   (f) ADJUSTED    1 2
 FE0269
 FE0269.Superseded values are not recommended for survey control.
 FE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0269.See file dsdata.txt to determine how the superseded data were derived.
 FE0269
 FE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD870753(NAD 83)
 FE0269_MARKER: DD = SURVEY DISK
 FE0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0269_STAMPING: RT MS 16 1935
 FE0269_MARK LOGO: TVA   
 FE0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0269+STABILITY: SURFACE MOTION
 FE0269
 FE0269  HISTORY     - Date     Condition        Report By
 FE0269  HISTORY     - 1935     MONUMENTED       TVA
 FE0269  HISTORY     - 1949     GOOD             CGS
 FE0269
 FE0269                          STATION DESCRIPTION
 FE0269
 FE0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0269'2.9 MI S FROM PICKWICK DAM.
 FE0269'2.9 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0269'PICKWICK DAM, HARDIN COUNTY, AT A T-ROAD JUNCTION 200 FEET
 FE0269'SOUTHWEST OF WELCHS CHAPEL, 90 FEET SOUTH OF THE CENTER OF THE
 FE0269'ROAD JUNCTION, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20
 FE0269'FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 2 FEET NORTH OF
 FE0269'WHITE WOODEN WITNESS POST, 2 FEET SOUTHEAST OF A STEEL POST, AND
 FE0269'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A TENNESSEE VALLEY
 FE0269'AUTHORITY STANDARD DISK, STAMPED RT MS 16 1935 AND SET IN THE
 FE0269'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0715 ***********************************************************************
 FC0715  DESIGNATION -  RT TS 100
 FC0715  PID         -  FC0715
 FC0715  STATE/COUNTY-  TN/ROANE
 FC0715  USGS QUAD   -  HARRIMAN (1980)
 FC0715
 FC0715                         *CURRENT SURVEY CONTROL
 FC0715  ___________________________________________________________________
 FC0715* NAD 83(1986)-  35 56 49.     (N)    084 31 28.     (W)     SCALED    
 FC0715* NAVD 88     -       232.864  (meters)     763.99   (feet)  ADJUSTED  
 FC0715  ___________________________________________________________________
 FC0715  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0715  DYNAMIC HT  -         232.650 (meters)     763.29  (feet)  COMP
 FC0715  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0715
 FC0715  VERT ORDER  -  FIRST     CLASS II
 FC0715
 FC0715.The horizontal coordinates were scaled from a topographic map and have
 FC0715.an estimated accuracy of +/- 6 seconds.
 FC0715
 FC0715.The orthometric height was determined by differential leveling
 FC0715.and adjusted by the National Geodetic Survey in June 1991..
 FC0715
 FC0715.The geoid height was determined by GEOID03.
 FC0715
 FC0715.The dynamic height is computed by dividing the NAVD 88
 FC0715.geopotential number by the normal gravity value computed on the
 FC0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0715.degrees latitude (g = 980.6199 gals.).
 FC0715
 FC0715.The modeled gravity was interpolated from observed gravity values.
 FC0715
 FC0715;                    North         East    Units  Estimated Accuracy
 FC0715;SPC TN       -   180,030.      733,120.      MT  (+/- 180 meters Scaled)
 FC0715
 FC0715                          SUPERSEDED SURVEY CONTROL
 FC0715
 FC0715  NGVD 29 (??/??/92)  232.982  (m)          764.38   (f) ADJ UNCH    1 2
 FC0715
 FC0715.Superseded values are not recommended for survey control.
 FC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0715.See file dsdata.txt to determine how the superseded data were derived.
 FC0715
 FC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232808(NAD 83)
 FC0715_MARKER: DD = SURVEY DISK
 FC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0715_STAMPING: RT-TS-100 1935
 FC0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0715+STABILITY: SURFACE MOTION
 FC0715
 FC0715  HISTORY     - Date     Condition        Report By
 FC0715  HISTORY     - 1935     MONUMENTED       TVA
 FC0715  HISTORY     - 1950     GOOD             NGS
 FC0715  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0715
 FC0715                          STATION DESCRIPTION
 FC0715
 FC0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0715'2.1 MI E FROM HARRIMAN.
 FC0715'1.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0715'AT HARRIMAN, THENCE ABOUT 0.65 MILE SOUTH AND SOUTHEAST ALONG A
 FC0715'GRAVEL ROAD LEADING TO LILES AIRPORT, ABOUT 130 YARDS NORTHWEST
 FC0715'OF A CURVE IN THE ROAD WITH TANGENTS NORTHWEST AND EAST AND
 FC0715'THE ENTRANCE TO LILES AIRPORT, 18 FEET SOUTHWEST OF THE CENTER
 FC0715'LINE OF THE GRAVEL ROAD, ABOUT 25 YARDS NORTHWEST OF THE TOP OF A
 FC0715'GRADE, ON THE TOP OF A 1 1/2 FOOT CUT, 5 FEET SOUTHWEST OF A
 FC0715'FENCE LINE, 8 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE
 FC0715'OF A 2 BY 2 1/2-FOOT BOULDER, 1/2 FOOT EAST OF A T.V.A. STEEL
 FC0715'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP
 FC0715'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC0715
 FC0715                          STATION RECOVERY (1972)
 FC0715
 FC0715'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1602 ***********************************************************************
 GC1602  DESIGNATION -  RT TS 19
 GC1602  PID         -  GC1602
 GC1602  STATE/COUNTY-  TN/HOUSTON
 GC1602  USGS QUAD   -  MC KINNON (1973)
 GC1602
 GC1602                         *CURRENT SURVEY CONTROL
 GC1602  ___________________________________________________________________
 GC1602* NAD 83(1986)-  36 18 53.     (N)    087 54 24.     (W)     SCALED    
 GC1602* NAVD 88     -       115.846  (meters)     380.07   (feet)  ADJUSTED  
 GC1602  ___________________________________________________________________
 GC1602  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1602  DYNAMIC HT  -         115.751 (meters)     379.76  (feet)  COMP
 GC1602  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GC1602
 GC1602  VERT ORDER  -  FIRST     CLASS II
 GC1602
 GC1602.The horizontal coordinates were scaled from a topographic map and have
 GC1602.an estimated accuracy of +/- 6 seconds.
 GC1602
 GC1602.The orthometric height was determined by differential leveling
 GC1602.and adjusted by the National Geodetic Survey in June 1991..
 GC1602
 GC1602.The geoid height was determined by GEOID03.
 GC1602
 GC1602.The dynamic height is computed by dividing the NAVD 88
 GC1602.geopotential number by the normal gravity value computed on the
 GC1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1602.degrees latitude (g = 980.6199 gals.).
 GC1602
 GC1602.The modeled gravity was interpolated from observed gravity values.
 GC1602
 GC1602;                    North         East    Units  Estimated Accuracy
 GC1602;SPC TN       -   221,500.      428,790.      MT  (+/- 180 meters Scaled)
 GC1602
 GC1602                          SUPERSEDED SURVEY CONTROL
 GC1602
 GC1602  NGVD 29 (??/??/92)  115.882  (m)          380.19   (f) ADJ UNCH    1 2
 GC1602
 GC1602.Superseded values are not recommended for survey control.
 GC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1602.See file dsdata.txt to determine how the superseded data were derived.
 GC1602
 GC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF186192(NAD 83)
 GC1602_MARKER: DD = SURVEY DISK
 GC1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1602_STAMPING: RT TS 19 1935
 GC1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1602+STABILITY: SURFACE MOTION
 GC1602
 GC1602  HISTORY     - Date     Condition        Report By
 GC1602  HISTORY     - 1935     MONUMENTED       TVA
 GC1602  HISTORY     - 1947     GOOD             NGS
 GC1602  HISTORY     - 1987     POOR             USPSQD
 GC1602
 GC1602                          STATION DESCRIPTION
 GC1602
 GC1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1602'AT MC KINNON.
 GC1602'AT MC KINNON, ABOUT 0.1 MILE SOUTH OF THE METHODIST CHURCH, 90
 GC1602'FEET EAST ACROSS THE STREET FROM THE NORTHEAST CORNER OF THE
 GC1602'POST OFFICE, IN THE SOUTHWEST CORNER OF THE YARD OF THE A.L.
 GC1602'WEAVER RESIDENCE, 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC1602'THE HOUSE, 121 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE A.L.
 GC1602'WEAVER STORE, 8 FEET NORTH OF A 36-INCH WALNUT TREE, AND ABOUT
 GC1602'1-1/2 FEET LOWER THAN THE ROAD.
 GC1602
 GC1602                          STATION RECOVERY (1987)
 GC1602
 GC1602'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1602'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0725 ***********************************************************************
 FC0725  DESIGNATION -  RT TS 28
 FC0725  PID         -  FC0725
 FC0725  STATE/COUNTY-  TN/ROANE
 FC0725  USGS QUAD   -  HARRIMAN (1980)
 FC0725
 FC0725                         *CURRENT SURVEY CONTROL
 FC0725  ___________________________________________________________________
 FC0725* NAD 83(1986)-  35 53 23.     (N)    084 31 45.     (W)     SCALED    
 FC0725* NAVD 88     -       242.250  (meters)     794.78   (feet)  ADJUSTED  
 FC0725  ___________________________________________________________________
 FC0725  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0725  DYNAMIC HT  -         242.025 (meters)     794.04  (feet)  COMP
 FC0725  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FC0725
 FC0725  VERT ORDER  -  SECOND    CLASS 0
 FC0725
 FC0725.The horizontal coordinates were scaled from a topographic map and have
 FC0725.an estimated accuracy of +/- 6 seconds.
 FC0725
 FC0725.The orthometric height was determined by differential leveling
 FC0725.and adjusted by the National Geodetic Survey in June 1991..
 FC0725
 FC0725.The geoid height was determined by GEOID03.
 FC0725
 FC0725.The dynamic height is computed by dividing the NAVD 88
 FC0725.geopotential number by the normal gravity value computed on the
 FC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0725.degrees latitude (g = 980.6199 gals.).
 FC0725
 FC0725.The modeled gravity was interpolated from observed gravity values.
 FC0725
 FC0725;                    North         East    Units  Estimated Accuracy
 FC0725;SPC TN       -   173,680.      732,790.      MT  (+/- 180 meters Scaled)
 FC0725
 FC0725                          SUPERSEDED SURVEY CONTROL
 FC0725
 FC0725  NGVD 29 (??/??/92)  242.359  (m)          795.14   (f) ADJ UNCH    2 0
 FC0725
 FC0725.Superseded values are not recommended for survey control.
 FC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0725.See file dsdata.txt to determine how the superseded data were derived.
 FC0725
 FC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE230745(NAD 83)
 FC0725_MARKER: DD = SURVEY DISK
 FC0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0725_STAMPING: RTTS 28 1935
 FC0725_MARK LOGO: TVA   
 FC0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0725+STABILITY: SURFACE MOTION
 FC0725
 FC0725  HISTORY     - Date     Condition        Report By
 FC0725  HISTORY     - 1935     MONUMENTED       TVA
 FC0725  HISTORY     - 1949     GOOD             NGS
 FC0725
 FC0725                          STATION DESCRIPTION
 FC0725
 FC0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0725'1.7 MI NW FROM KINGSTON.
 FC0725'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 70 FROM THE COUNTY
 FC0725'COURTHOUSE AT KINGSTON, ROANE COUNTY, AT THE SOUTHWEST CORNER OF
 FC0725'A PEACH ORCHARD, AT A ROAD JUNCTION, 14 FEET EAST OF THE CENTERLINE
 FC0725'OF THE ROAD, ABOUT 17 YARDS NORTH OF THE CENTERLINE OF THE ROAD,
 FC0725'ABOUT 17 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 FC0725'NORTHEAST OF A RIGHT-OF-WAY MARKER, 9 FEET NORTHEAST OF POLE 12,
 FC0725'AND ABOUT 5 FEET HIGHER THAN THE ROADWAY.  A TENNESSEE VALLEY
 FC0725'AUTHORITY STANDARD DISK, STAMPED RTTS 28 1935 AND SET IN THE TOP
 FC0725'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0723 ***********************************************************************
 FC0723  DESIGNATION -  RT TS 64
 FC0723  PID         -  FC0723
 FC0723  STATE/COUNTY-  TN/ROANE
 FC0723  USGS QUAD   -  HARRIMAN (1980)
 FC0723
 FC0723                         *CURRENT SURVEY CONTROL
 FC0723  ___________________________________________________________________
 FC0723* NAD 83(1986)-  35 52 39.     (N)    084 31 25.     (W)     SCALED    
 FC0723* NAVD 88     -       231.982  (meters)     761.09   (feet)  ADJUSTED  
 FC0723  ___________________________________________________________________
 FC0723  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0723  DYNAMIC HT  -         231.768 (meters)     760.39  (feet)  COMP
 FC0723  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FC0723
 FC0723  VERT ORDER  -  SECOND    CLASS 0
 FC0723
 FC0723.The horizontal coordinates were scaled from a topographic map and have
 FC0723.an estimated accuracy of +/- 6 seconds.
 FC0723
 FC0723.The orthometric height was determined by differential leveling
 FC0723.and adjusted by the National Geodetic Survey in June 1991..
 FC0723
 FC0723.The geoid height was determined by GEOID03.
 FC0723
 FC0723.The dynamic height is computed by dividing the NAVD 88
 FC0723.geopotential number by the normal gravity value computed on the
 FC0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0723.degrees latitude (g = 980.6199 gals.).
 FC0723
 FC0723.The modeled gravity was interpolated from observed gravity values.
 FC0723
 FC0723;                    North         East    Units  Estimated Accuracy
 FC0723;SPC TN       -   172,330.      733,310.      MT  (+/- 180 meters Scaled)
 FC0723
 FC0723                          SUPERSEDED SURVEY CONTROL
 FC0723
 FC0723  NGVD 29 (??/??/92)  232.092  (m)          761.46   (f) ADJ UNCH    2 0
 FC0723
 FC0723.Superseded values are not recommended for survey control.
 FC0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0723.See file dsdata.txt to determine how the superseded data were derived.
 FC0723
 FC0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE235731(NAD 83)
 FC0723_MARKER: DD = SURVEY DISK
 FC0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0723_STAMPING: RTTS 64 1935
 FC0723_MARK LOGO: TVA   
 FC0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0723+STABILITY: SURFACE MOTION
 FC0723
 FC0723  HISTORY     - Date     Condition        Report By
 FC0723  HISTORY     - 1935     MONUMENTED       TVA
 FC0723  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0723
 FC0723                          STATION DESCRIPTION
 FC0723
 FC0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0723'0.6 MI W FROM KINGSTON.
 FC0723'NOT RECOVERED - IT WAS REPORTED AT THIS TIME THAT THE MARK WAS
 FC0723'EITHER DESTROYED OR COVERED WITH PAVEMENT.  0.6 MILE WEST ALONG
 FC0723'U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE AT KINGSTON, ROANE
 FC0723'COUNTY, 0.6 MILE EAST OF A BRIDGE OVER CLINCH RIVER, 35 YARDS
 FC0723'WEST OF A CITY-LIMIT SIGN, AT A ROAD JUNCTION, 32 FEET WEST OF
 FC0723'THE CENTERLINE OF THE ROAD, 23.7 FEET SOUTH OF THE CENTERLINE OF
 FC0723'THE HIGHWAY, AND ON A SHOULDER.  A TENNESSEE VALLEY AUTHORITY
 FC0723'STANDARD DISK, STAMPED RTTS 64 1935 AND SET IN THE TOP OF A CONCRETE
 FC0723'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0838 ***********************************************************************
 FC0838  DESIGNATION -  RT TS 76
 FC0838  PID         -  FC0838
 FC0838  STATE/COUNTY-  TN/ROANE
 FC0838  USGS QUAD   -  HARRIMAN (1980)
 FC0838
 FC0838                         *CURRENT SURVEY CONTROL
 FC0838  ___________________________________________________________________
 FC0838* NAD 83(1986)-  35 56 20.     (N)    084 33 28.     (W)     SCALED    
 FC0838* NAVD 88     -       233.072  (meters)     764.67   (feet)  ADJUSTED  
 FC0838  ___________________________________________________________________
 FC0838  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0838  DYNAMIC HT  -         232.859 (meters)     763.97  (feet)  COMP
 FC0838  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FC0838
 FC0838  VERT ORDER  -  FIRST     CLASS I
 FC0838
 FC0838.The horizontal coordinates were scaled from a topographic map and have
 FC0838.an estimated accuracy of +/- 6 seconds.
 FC0838
 FC0838.The orthometric height was determined by differential leveling
 FC0838.and adjusted by the National Geodetic Survey in June 1991..
 FC0838
 FC0838.The geoid height was determined by GEOID03.
 FC0838
 FC0838.The dynamic height is computed by dividing the NAVD 88
 FC0838.geopotential number by the normal gravity value computed on the
 FC0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0838.degrees latitude (g = 980.6199 gals.).
 FC0838
 FC0838.The modeled gravity was interpolated from observed gravity values.
 FC0838
 FC0838;                    North         East    Units  Estimated Accuracy
 FC0838;SPC TN       -   179,090.      730,130.      MT  (+/- 180 meters Scaled)
 FC0838
 FC0838                          SUPERSEDED SURVEY CONTROL
 FC0838
 FC0838  NGVD 29 (??/??/92)  233.188  (m)          765.05   (f) ADJ UNCH    1 1
 FC0838
 FC0838.Superseded values are not recommended for survey control.
 FC0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0838.See file dsdata.txt to determine how the superseded data were derived.
 FC0838
 FC0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE203799(NAD 83)
 FC0838_MARKER: DD = SURVEY DISK
 FC0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0838_STAMPING: RT TS 76 1935 765.051
 FC0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0838+STABILITY: SURFACE MOTION
 FC0838
 FC0838  HISTORY     - Date     Condition        Report By
 FC0838  HISTORY     - 1935     MONUMENTED       TVA
 FC0838  HISTORY     - 1968     GOOD             NGS
 FC0838
 FC0838                          STATION DESCRIPTION
 FC0838
 FC0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0838'0.9 MI W FROM HARRIMAN.
 FC0838'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0838'AT HARRIMAN, THENCE 0.5 MILE NORTHWEST ALONG CARTER STREET, 0.1
 FC0838'MILE NORTHWEST OF A CROSSING OF THE STREET AND THE SOUTHERN
 FC0838'RAILWAY, 0.5 MILE SOUTHEAST OF HARRIMAN JUNCTION, 90 YARDS SOUTH
 FC0838'OF A PYLON, 23 FEET EAST OF THE CENTERLINE OF THE STREET, 40 FEET
 FC0838'WEST OF THE WEST RAIL OF THE WEST TRACK OF THE SOUTHERN RAILWAY,
 FC0838'34 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY TWO GUY WIRES,
 FC0838'1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 FC0838'LEVEL OF THE STREET, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK,
 FC0838'AND A TENNESSEE VALLEY AUTHORITY DISK SET IN THE TOP OF A CONCRETE
 FC0838'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0634 ***********************************************************************
 FC0634  DESIGNATION -  RT TS 79
 FC0634  PID         -  FC0634
 FC0634  STATE/COUNTY-  TN/ROANE
 FC0634  USGS QUAD   -  HARRIMAN (1980)
 FC0634
 FC0634                         *CURRENT SURVEY CONTROL
 FC0634  ___________________________________________________________________
 FC0634* NAD 83(1986)-  35 55 07.     (N)    084 33 59.     (W)     SCALED    
 FC0634* NAVD 88     -       265.494  (meters)     871.04   (feet)  ADJUSTED  
 FC0634  ___________________________________________________________________
 FC0634  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0634  DYNAMIC HT  -         265.250 (meters)     870.24  (feet)  COMP
 FC0634  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 FC0634
 FC0634  VERT ORDER  -  FIRST     CLASS II
 FC0634
 FC0634.The horizontal coordinates were scaled from a topographic map and have
 FC0634.an estimated accuracy of +/- 6 seconds.
 FC0634
 FC0634.The orthometric height was determined by differential leveling
 FC0634.and adjusted by the National Geodetic Survey in June 1991..
 FC0634
 FC0634.The geoid height was determined by GEOID03.
 FC0634
 FC0634.The dynamic height is computed by dividing the NAVD 88
 FC0634.geopotential number by the normal gravity value computed on the
 FC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0634.degrees latitude (g = 980.6199 gals.).
 FC0634
 FC0634.The modeled gravity was interpolated from observed gravity values.
 FC0634
 FC0634;                    North         East    Units  Estimated Accuracy
 FC0634;SPC TN       -   176,830.      729,380.      MT  (+/- 180 meters Scaled)
 FC0634
 FC0634                          SUPERSEDED SURVEY CONTROL
 FC0634
 FC0634  NGVD 29 (??/??/92)  265.605  (m)          871.41   (f) ADJ UNCH    1 2
 FC0634
 FC0634.Superseded values are not recommended for survey control.
 FC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0634.See file dsdata.txt to determine how the superseded data were derived.
 FC0634
 FC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195776(NAD 83)
 FC0634_MARKER: DD = SURVEY DISK
 FC0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0634_STAMPING: RT TS 79 1935
 FC0634_MARK LOGO: TVA   
 FC0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0634+STABILITY: SURFACE MOTION
 FC0634
 FC0634  HISTORY     - Date     Condition        Report By
 FC0634  HISTORY     - 1935     MONUMENTED       TVA
 FC0634  HISTORY     - 1950     GOOD             NGS
 FC0634  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0634
 FC0634                          STATION DESCRIPTION
 FC0634
 FC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0634'0.8 MI NE FROM EMORY GAP.
 FC0634'0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0634'AT EMORY GAP, THENCE ABOUT 130 YARDS EAST TO STATE HIGHWAY 61,
 FC0634'AT SOUTH HARRIMAN, 117 YARDS EAST OF THE EAST END OF THE OVERPASS
 FC0634'OF THE TENNESSEE CENTRAL RAILROAD OVER THE SOUTHERN RAILWAY,
 FC0634'46 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 61, 17.8 FEET
 FC0634'EAST-NORTHEAST OF A 22-INCH OAK TREE, 92.5 FEET NORTH AND ACROSS
 FC0634'THE HIGHWAY FROM THE WEST BRICK POST OF THE NORTHWEST GATE TO
 FC0634'HIGHWAY DEPARTMENT GARAGE, 22 FEET SOUTHWEST OF AN 18-INCH OAK
 FC0634'TREE, ABOUT 1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FC0634'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC0634
 FC0634                          STATION RECOVERY (1972)
 FC0634
 FC0634'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1649 ***********************************************************************
 GC1649  DESIGNATION -  RT WS 2
 GC1649  PID         -  GC1649
 GC1649  STATE/COUNTY-  TN/HOUSTON
 GC1649  USGS QUAD   -  MC KINNON (1973)
 GC1649
 GC1649                         *CURRENT SURVEY CONTROL
 GC1649  ___________________________________________________________________
 GC1649* NAD 83(1986)-  36 18 44.     (N)    087 55 27.     (W)     SCALED    
 GC1649* NAVD 88     -       116.814  (meters)     383.25   (feet)  ADJUSTED  
 GC1649  ___________________________________________________________________
 GC1649  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1649  DYNAMIC HT  -         116.718 (meters)     382.93  (feet)  COMP
 GC1649  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 GC1649
 GC1649  VERT ORDER  -  FIRST     CLASS II
 GC1649
 GC1649.The horizontal coordinates were scaled from a topographic map and have
 GC1649.an estimated accuracy of +/- 6 seconds.
 GC1649
 GC1649.The orthometric height was determined by differential leveling
 GC1649.and adjusted by the National Geodetic Survey in June 1991..
 GC1649
 GC1649.The geoid height was determined by GEOID03.
 GC1649
 GC1649.The dynamic height is computed by dividing the NAVD 88
 GC1649.geopotential number by the normal gravity value computed on the
 GC1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1649.degrees latitude (g = 980.6199 gals.).
 GC1649
 GC1649.The modeled gravity was interpolated from observed gravity values.
 GC1649
 GC1649;                    North         East    Units  Estimated Accuracy
 GC1649;SPC TN       -   221,260.      427,210.      MT  (+/- 180 meters Scaled)
 GC1649
 GC1649                          SUPERSEDED SURVEY CONTROL
 GC1649
 GC1649  NGVD 29 (??/??/92)  116.851  (m)          383.37   (f) ADJ UNCH    1 2
 GC1649
 GC1649.Superseded values are not recommended for survey control.
 GC1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1649.See file dsdata.txt to determine how the superseded data were derived.
 GC1649
 GC1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF170189(NAD 83)
 GC1649_MARKER: DD = SURVEY DISK
 GC1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1649_STAMPING: RT WS 2 EL 383.93
 GC1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1649+STABILITY: SURFACE MOTION
 GC1649
 GC1649  HISTORY     - Date     Condition        Report By
 GC1649  HISTORY     - UNK      MONUMENTED       TVA
 GC1649  HISTORY     - 1947     GOOD             NGS
 GC1649  HISTORY     - 1987     POOR             USPSQD
 GC1649
 GC1649                          STATION DESCRIPTION
 GC1649
 GC1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1649'1 MI W FROM MC KINNON.
 GC1649'1.0 MILE WEST ALONG THE DANVILLE-STEWART ROAD FROM THE METHODIST
 GC1649'CHURCH AT MC KINNON, ABOUT 1.0 MILE EAST ALONG THE LOUISVILLE
 GC1649'AND NASHVILLE RAILROAD FROM THE STATION AT DANVILLE, ABOUT 130
 GC1649'YARDS EAST OF MILEPOST 219, 271 FEET SOUTHWEST OF A WHISTLE POST,
 GC1649'ON THE TOP OF A SMALL KNOLL, 74 FEET SOUTHEAST ACROSS THE TRACK
 GC1649'FROM THE CENTER LINE OF THE ROAD, 22 FEET SOUTHEAST OF THE
 GC1649'SOUTHEAST RAIL, 34 FEET EAST OF A POLE, 27 FEET NORTHWEST OF A
 GC1649'FENCE, ABOUT 2 FEET HIGHER THAN THE TRACK, AND IN THE TOP OF A
 GC1649'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 GC1649
 GC1649                          STATION RECOVERY (1987)
 GC1649
 GC1649'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1649'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2430 ***********************************************************************
 FE2430  DESIGNATION -  RUDOLPH
 FE2430  PID         -  FE2430
 FE2430  STATE/COUNTY-  TN/HAYWOOD
 FE2430  USGS QUAD   -  TIBBS (1981)
 FE2430
 FE2430                         *CURRENT SURVEY CONTROL
 FE2430  ___________________________________________________________________
 FE2430* NAD 83(1995)-  35 42 12.78445(N)    089 15 04.11131(W)     ADJUSTED  
 FE2430* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 FE2430  ___________________________________________________________________
 FE2430  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FE2430  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2430
 FE2430  HORZ ORDER  -  SECOND
 FE2430
 FE2430.The horizontal coordinates were established by classical geodetic methods
 FE2430.and adjusted by the National Geodetic Survey in April 1999..
 FE2430
 FE2430.The orthometric height was scaled from a topographic map.
 FE2430
 FE2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2430
 FE2430.The geoid height was determined by GEOID03.
 FE2430
 FE2430;                    North         East     Units Scale Factor Converg.
 FE2430;SPC TN       -   156,910.651   305,840.421   MT  0.99995098   -1 54 12.1
 FE2430;SPC TN       -   514,797.69  1,003,411.45   sFT  0.99995098   -1 54 12.1
 FE2430;UTM  16      - 3,953,404.391   296,336.453   MT  1.00011116   -1 18 51.1
 FE2430
 FE2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2430!SPC TN       -   0.99998775  x   0.99995098  =   0.99993873
 FE2430!UTM  16      -   0.99998775  x   1.00011116  =   1.00009891
 FE2430
 FE2430:                Primary Azimuth Mark                     Grid Az
 FE2430:SPC TN       -  ALAMO MUNICIPAL TANK                     057 01 46.0
 FE2430:UTM  16      -  ALAMO MUNICIPAL TANK                     056 26 25.0
 FE2430
 FE2430|---------------------------------------------------------------------|
 FE2430| PID    Reference Object                     Distance      Geod. Az  |
 FE2430|                                                           dddmmss.s |
 FE2430| FE2407 ALAMO MUNICIPAL TANK                APPROX.15.0 KM 0550733.9 |
 FE2430| CG4180 RUDOLPH AZ MK                                      0965927.3 |
 FE2430| FE2428 EAGLE LOT WT 34                     APPROX. 2.2 KM 1080741.9 |
 FE2430| CG4181 RUDOLPH RM 1                         22.292 METERS 14702     |
 FE2430| FE2431 TT 13 CWH                            26.707 METERS 28139     |
 FE2430|---------------------------------------------------------------------|
 FE2430
 FE2430                          SUPERSEDED SURVEY CONTROL
 FE2430
 FE2430  NAD 83(1995)-  35 42 12.78977(N)    089 15 04.11341(W) AD(       ) 2
 FE2430  NAD 83(1986)-  35 42 12.79582(N)    089 15 04.11196(W) AD(       ) 2
 FE2430  NAD 27      -  35 42 12.52160(N)    089 15 03.86260(W) AD(       ) 2
 FE2430
 FE2430.Superseded values are not recommended for survey control.
 FE2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2430.See file dsdata.txt to determine how the superseded data were derived.
 FE2430
 FE2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9633653404(NAD 83)
 FE2430_MARKER: DS = TRIANGULATION STATION DISK
 FE2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2430
 FE2430  HISTORY     - Date     Condition        Report By
 FE2430  HISTORY     - 1958     MONUMENTED       CGS
 FE2430
 FE2430                          STATION DESCRIPTION
 FE2430
 FE2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2430'THE STATION IS ABOUT 10 MILES WEST OF BELLS, ABOUT 8 MILES NORTH OF
 FE2430'BROWNSVILLE AND ON PROPERTY OWNED BY MR. A.A. MANN.  IT IS 210 FEET
 FE2430'NORTHEAST OF THE EAST GABLE OF A FRAME HOUSE, 45 FEET SOUTHWEST OF
 FE2430'THE INTERSECTION OF A PAVED ROAD AND A GRAVELED DRIVEWAY SOUTH, 30
 FE2430'FEET SOUTHEAST OF A 20 INCH CEDAR TREE, 26 FEET SOUTH OF THE
 FE2430'CENTERLINE OF THE PAVED ROAD, 19 FEET SOUTHWEST OF A WHITE WITNESS
 FE2430'POST AND 16 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS 1 INCH AND
 FE2430'THE DISK IS STAMPED RUDOLPH 1958.
 FE2430'
 FE2430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 FE2430'HIGHWAY 54 AT THE NORTH EDGE OF BROWNSVILLE, GO NORTH ON HIGHWAY
 FE2430'54 FOR 6.2 MILES TO A PAVED SIDE ROAD LEFT IN THE SMALL VILLAGE OF
 FE2430'EAGLE.  TURN LEFT AND GO WEST FOR 1.6 MILES TO THE ZION METHODIST
 FE2430'CHURCH ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 FE2430'ON THE PAVED ROAD FOR 0.35 MILE TO A GRAVELED DRIVEWAY SOUTH AND
 FE2430'THE STATION AS DESCRIBED.
 FE2430'
 FE2430'REFERENCE MARK 1 IS 83 FEET SOUTHEAST OF THE INTERSECTION, 22 FEET
 FE2430'EAST OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT WEST OF A FENCE
 FE2430'LINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED RUDOLPH
 FE2430'NO 1 1958.
 FE2430'
 FE2430'TT 13 WAS USED AS A REFERENCE MARK AND A TRAVERSE MEASUREMENT WAS
 FE2430'MADE TO IT.  IT IS 137 FEET NORTHEAST OF THE EAST GABLE OF THE
 FE2430'HOUSE, 59 FEET WEST OF THE CEDAR AND 20 FEET SOUTH OF THE CENTERLINE
 FE2430'OF THE PAVED ROAD.  THE DISK IS A STANDARD USGS BENCH MARK SET
 FE2430'IN THE TOP OF A 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FE2430'THE DISK IS STAMPED TT 13 CWH 1951.
 FE2430'
 FE2430'THE AZIMUTH MARK IS 154 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FE2430'CHURCH, 23 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 6 FEET
 FE2430'WEST OF A WHITE WITNESS POST AND SET IN AN EAST WEST FENCE.  THE
 FE2430'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED RUDOLPH 1958.
 FE2430'
 FE2430'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1686 ***********************************************************************
 GC1686  DESIGNATION -  RUNT
 GC1686  PID         -  GC1686
 GC1686  STATE/COUNTY-  TN/HUMPHREYS
 GC1686  USGS QUAD   -  WAVERLY (1987)
 GC1686
 GC1686                         *CURRENT SURVEY CONTROL
 GC1686  ___________________________________________________________________
 GC1686* NAD 83(1995)-  36 05 04.31872(N)    087 46 14.24732(W)     ADJUSTED  
 GC1686* NAVD 88     -       169.051  (meters)     554.63   (feet)  ADJUSTED  
 GC1686  ___________________________________________________________________
 GC1686  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GC1686  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1686  DYNAMIC HT  -         168.905 (meters)     554.15  (feet)  COMP
 GC1686  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1686
 GC1686  HORZ ORDER  -  SECOND
 GC1686  VERT ORDER  -  SECOND    CLASS 0
 GC1686
 GC1686.The horizontal coordinates were established by classical geodetic methods
 GC1686.and adjusted by the National Geodetic Survey in April 1999..
 GC1686
 GC1686.The orthometric height was determined by differential leveling
 GC1686.and adjusted by the National Geodetic Survey in June 1991..
 GC1686
 GC1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1686
 GC1686.The geoid height was determined by GEOID03.
 GC1686
 GC1686.The dynamic height is computed by dividing the NAVD 88
 GC1686.geopotential number by the normal gravity value computed on the
 GC1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1686.degrees latitude (g = 980.6199 gals.).
 GC1686
 GC1686.The modeled gravity was interpolated from observed gravity values.
 GC1686
 GC1686;                    North         East     Units Scale Factor Converg.
 GC1686;SPC TN       -   195,737.296   440,539.948   MT  0.99995792   -1 02 11.7
 GC1686;SPC TN       -   642,181.45  1,445,338.15   sFT  0.99995792   -1 02 11.7
 GC1686;UTM  16      - 3,993,599.280   430,619.020   MT  0.99965931   -0 27 14.0
 GC1686
 GC1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1686!SPC TN       -   0.99997798  x   0.99995792  =   0.99993590
 GC1686!UTM  16      -   0.99997798  x   0.99965931  =   0.99963730
 GC1686
 GC1686|---------------------------------------------------------------------|
 GC1686| PID    Reference Object                     Distance      Geod. Az  |
 GC1686|                                                           dddmmss.s |
 GC1686| GC1687 RUNT RM 1                            28.383 METERS 07950     |
 GC1686| GC1688 RUNT AZ MK                                         0853839.9 |
 GC1686| GC2617 WAVERLY MUNICIPAL STANDPIPE         APPROX. 2.5 KM 2482257.4 |
 GC1686| GC1685 RUNT RM 2                            28.488 METERS 26705     |
 GC1686|---------------------------------------------------------------------|
 GC1686
 GC1686                          SUPERSEDED SURVEY CONTROL
 GC1686
 GC1686  NAD 83(1995)-  36 05 04.32047(N)    087 46 14.25102(W) AD(       ) 2
 GC1686  NAD 83(1995)-  36 05 04.32110(N)    087 46 14.25248(W) AD(       ) 2
 GC1686  NAD 83(1986)-  36 05 04.32848(N)    087 46 14.24948(W) AD(       ) 2
 GC1686  NAD 27      -  36 05 04.11150(N)    087 46 14.16683(W) AD(       ) 2
 GC1686  NGVD 29 (??/??/92)  169.075  (m)          554.71   (f) ADJ UNCH    2 0
 GC1686
 GC1686.Superseded values are not recommended for survey control.
 GC1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1686.See file dsdata.txt to determine how the superseded data were derived.
 GC1686
 GC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3061993599(NAD 83)
 GC1686_MARKER: DD = SURVEY DISK
 GC1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1686_STAMPING: RUNT 1961
 GC1686_MARK LOGO: TNHD  
 GC1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1686+STABILITY: SURFACE MOTION
 GC1686
 GC1686  HISTORY     - Date     Condition        Report By
 GC1686  HISTORY     - 1961     MONUMENTED       TNHD
 GC1686  HISTORY     - 1961     GOOD             TNHD
 GC1686  HISTORY     - 1972     GOOD             LOCSUR
 GC1686
 GC1686                          STATION DESCRIPTION
 GC1686
 GC1686'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC1686'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF WAVERLY.
 GC1686'
 GC1686'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC1686'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY 70
 GC1686'FOR 1.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC1686'
 GC1686'THE STATION IS 35 FEET SOUTH OF A RAILROAD TRACK, 35 FEET EAST
 GC1686'OF A TELEPHONE POLE, 29 FEET NORTH OF THE APPROXIMATE CENTER
 GC1686'OF U.S. HIGHWAY 70, AND 12.7 FEET SOUTH OF A WITNESS POST.  SURFACE
 GC1686'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1686'DISKS STAMPED RUNT 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC1686'BELOW THE SURFACE.  THE SURFACE STATION MARK DISK IS SET IN A
 GC1686'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1686'
 GC1686'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF A RAILROAD TRACK,
 GC1686'29 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70 AND
 GC1686'25 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 GC1686'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC1686'CONCRETE MONUMENT, AND THE DISK IS STAMPED RUNT RM-1 1961.
 GC1686'
 GC1686'REFERENCE MARK NO. 2 IS 44 FEET NORTH OF THE APPROXIMATE CENTER
 GC1686'OF U.S. HIGHWAY 70, 29 FEET SOUTH OF A RAILROAD TRACK AND 28 FEET
 GC1686'WEST OF A GUY POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC1686'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC1686'AND THE DISK IS STAMPED RUNT RM-2 1961.
 GC1686'
 GC1686'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE APPROXIMATE CENTER
 GC1686'OF U.S. HIGHWAY 70, 11 FEET NORTHEAST OF A FIRE HYDRANT, 4 FEET
 GC1686'WEST OF A FENCE CORNER POST, AND 2.1 FEET NORTHWEST OF A WITNESS
 GC1686'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC1686'SET IN 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC1686'STAMPED RUNT AZI 1961.
 GC1686'
 GC1686'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 GC1686'NORTHEAST ON U.S. HIGHWAY 70 FOR 0.2 MILE TO THE MARK ON THE LEFT
 GC1686'AS DESCRIBED.
 GC1686'
 GC1686'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC1686
 GC1686                          STATION RECOVERY (1961)
 GC1686
 GC1686'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 GC1686'AT WAVERLY.
 GC1686'FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE IN
 GC1686'WAVERLY, GO EAST ON U.S. HIGHWAY 70, FOR 1.4 MILES TO THE STATION
 GC1686'ON THE LEFT AS DESCRIBED.  THE STATION IS 35 FEET SOUTH OF A
 GC1686'RAILROAD TRACK, 35 FEET EAST OF A TELEPHONE POLE, 29 FEET NORTH
 GC1686'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, AND 12.7 FEET SOUTH
 GC1686'OF A WITNESS POST.  THE DISK IS SET IN A 10 INCH SQUARE, CONCRETE
 GC1686'MONUMENT FLUSH WITH THE GROUND.
 GC1686
 GC1686                          STATION RECOVERY (1972)
 GC1686
 GC1686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC1686'ADD TO DESCRIPTION IN BULLETIN (RUNT TRIANGULATION STATION)
 GC1686'64.6 FT EAST TO GUY POLE.  67.1 FT WEST TO GUY POLE.
 GC1686'
 GC1686'REF. MK. NO. 1 GOOD
 GC1686'
 GC1686'REF. MK. NO. 2 GOOD
 GC1686'
 GC1686'AZ. MK. GOOD -- (MON. IS ON RIGHT SIDE HWY. - SOUTH OF HWY.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1688 ***********************************************************************
 GC1688  DESIGNATION -  RUNT AZ MK
 GC1688  PID         -  GC1688
 GC1688  STATE/COUNTY-  TN/HUMPHREYS
 GC1688  USGS QUAD   -  WAVERLY (1987)
 GC1688
 GC1688                         *CURRENT SURVEY CONTROL
 GC1688  ___________________________________________________________________
 GC1688* NAD 83(1986)-  36 05 05.     (N)    087 46 03.     (W)     SCALED    
 GC1688* NAVD 88     -       169.607  (meters)     556.45   (feet)  ADJUSTED  
 GC1688  ___________________________________________________________________
 GC1688  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1688  DYNAMIC HT  -         169.460 (meters)     555.97  (feet)  COMP
 GC1688  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GC1688
 GC1688  VERT ORDER  -  SECOND    CLASS 0
 GC1688
 GC1688.The horizontal coordinates were scaled from a topographic map and have
 GC1688.an estimated accuracy of +/- 6 seconds.
 GC1688
 GC1688.The orthometric height was determined by differential leveling
 GC1688.and adjusted by the National Geodetic Survey in June 1991..
 GC1688
 GC1688.The geoid height was determined by GEOID03.
 GC1688
 GC1688.The dynamic height is computed by dividing the NAVD 88
 GC1688.geopotential number by the normal gravity value computed on the
 GC1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1688.degrees latitude (g = 980.6199 gals.).
 GC1688
 GC1688.The modeled gravity was interpolated from observed gravity values.
 GC1688
 GC1688;                    North         East    Units  Estimated Accuracy
 GC1688;SPC TN       -   195,750.      440,820.      MT  (+/- 180 meters Scaled)
 GC1688
 GC1688                          SUPERSEDED SURVEY CONTROL
 GC1688
 GC1688  NGVD 29 (??/??/92)  169.631  (m)          556.53   (f) ADJ UNCH    2 0
 GC1688
 GC1688.Superseded values are not recommended for survey control.
 GC1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1688.See file dsdata.txt to determine how the superseded data were derived.
 GC1688
 GC1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE309936(NAD 83)
 GC1688_MARKER: DZ = AZIMUTH MARK DISK
 GC1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1688_STAMPING: RUNT AZI 1961
 GC1688_MARK LOGO: TNHD  
 GC1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1688+STABILITY: SURFACE MOTION
 GC1688
 GC1688  HISTORY     - Date     Condition        Report By
 GC1688  HISTORY     - 1961     MONUMENTED       TNHD
 GC1688
 GC1688                          STATION DESCRIPTION
 GC1688
 GC1688'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1688'0.2 MI NE FROM WAVERLY.
 GC1688'FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE IN
 GC1688'WAVERLY, GO EAST ON U.S. HIGHWAY 70 FOR 1.6 MILES TO THE MARK ON
 GC1688'THE RIGHT.  THE MARK IS 27 FEET SOUTH OF THE CENTERLINE OF U.S.
 GC1688'HIGHWAY 70, 11 FEET NORTHEAST OF A FIRE HYDRANT, 4 FEET WEST OF
 GC1688'A FENCE CORNER POST, AND 2.1 FEET NORTHWEST OF A WITNESS POST.
 GC1688'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1688'A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1687 ***********************************************************************
 GC1687  DESIGNATION -  RUNT RM 1
 GC1687  PID         -  GC1687
 GC1687  STATE/COUNTY-  TN/HUMPHREYS
 GC1687  USGS QUAD   -  WAVERLY (1987)
 GC1687
 GC1687                         *CURRENT SURVEY CONTROL
 GC1687  ___________________________________________________________________
 GC1687* NAD 83(1986)-  36 05 04.     (N)    087 46 16.     (W)     SCALED    
 GC1687* NAVD 88     -       169.126  (meters)     554.87   (feet)  ADJUSTED  
 GC1687  ___________________________________________________________________
 GC1687  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1687  DYNAMIC HT  -         168.979 (meters)     554.39  (feet)  COMP
 GC1687  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1687
 GC1687  VERT ORDER  -  SECOND    CLASS 0
 GC1687
 GC1687.The horizontal coordinates were scaled from a topographic map and have
 GC1687.an estimated accuracy of +/- 6 seconds.
 GC1687
 GC1687.The orthometric height was determined by differential leveling
 GC1687.and adjusted by the National Geodetic Survey in June 1991..
 GC1687
 GC1687.The geoid height was determined by GEOID03.
 GC1687
 GC1687.The dynamic height is computed by dividing the NAVD 88
 GC1687.geopotential number by the normal gravity value computed on the
 GC1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1687.degrees latitude (g = 980.6199 gals.).
 GC1687
 GC1687.The modeled gravity was interpolated from observed gravity values.
 GC1687
 GC1687;                    North         East    Units  Estimated Accuracy
 GC1687;SPC TN       -   195,730.      440,500.      MT  (+/- 180 meters Scaled)
 GC1687
 GC1687                          SUPERSEDED SURVEY CONTROL
 GC1687
 GC1687  NGVD 29 (??/??/92)  169.150  (m)          554.95   (f) ADJ UNCH    2 0
 GC1687
 GC1687.Superseded values are not recommended for survey control.
 GC1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1687.See file dsdata.txt to determine how the superseded data were derived.
 GC1687
 GC1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE305935(NAD 83)
 GC1687_MARKER: DR = REFERENCE MARK DISK
 GC1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1687_STAMPING: RUNT RM-1 1961
 GC1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1687+STABILITY: SURFACE MOTION
 GC1687
 GC1687  HISTORY     - Date     Condition        Report By
 GC1687  HISTORY     - 1961     MONUMENTED       TNHD
 GC1687
 GC1687                          STATION DESCRIPTION
 GC1687
 GC1687'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1687'AT WAVERLY.
 GC1687'THIS MARK IS LOCATED AT THE RUNT 1961 STATION SITE, 30 FEET
 GC1687'SOUTH OF A RAILROAD TRACK, 29 FEET NORTH OF THE CENTERLINE OF
 GC1687'U.S. HIGHWAY 70 AND 25 FEET WEST OF A TELEPHONE POLE.  THE MARK
 GC1687'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10 INCH
 GC1687'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1685 ***********************************************************************
 GC1685  DESIGNATION -  RUNT RM 2
 GC1685  PID         -  GC1685
 GC1685  STATE/COUNTY-  TN/HUMPHREYS
 GC1685  USGS QUAD   -  WAVERLY (1987)
 GC1685
 GC1685                         *CURRENT SURVEY CONTROL
 GC1685  ___________________________________________________________________
 GC1685* NAD 83(1986)-  36 05 04.     (N)    087 46 16.     (W)     SCALED    
 GC1685* NAVD 88     -       169.066  (meters)     554.68   (feet)  ADJUSTED  
 GC1685  ___________________________________________________________________
 GC1685  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1685  DYNAMIC HT  -         168.920 (meters)     554.20  (feet)  COMP
 GC1685  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1685
 GC1685  VERT ORDER  -  SECOND    CLASS 0
 GC1685
 GC1685.The horizontal coordinates were scaled from a topographic map and have
 GC1685.an estimated accuracy of +/- 6 seconds.
 GC1685
 GC1685.The orthometric height was determined by differential leveling
 GC1685.and adjusted by the National Geodetic Survey in June 1991..
 GC1685
 GC1685.The geoid height was determined by GEOID03.
 GC1685
 GC1685.The dynamic height is computed by dividing the NAVD 88
 GC1685.geopotential number by the normal gravity value computed on the
 GC1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1685.degrees latitude (g = 980.6199 gals.).
 GC1685
 GC1685.The modeled gravity was interpolated from observed gravity values.
 GC1685
 GC1685;                    North         East    Units  Estimated Accuracy
 GC1685;SPC TN       -   195,730.      440,500.      MT  (+/- 180 meters Scaled)
 GC1685
 GC1685                          SUPERSEDED SURVEY CONTROL
 GC1685
 GC1685  NGVD 29 (??/??/92)  169.090  (m)          554.76   (f) ADJ UNCH    2 0
 GC1685
 GC1685.Superseded values are not recommended for survey control.
 GC1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1685.See file dsdata.txt to determine how the superseded data were derived.
 GC1685
 GC1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE305935(NAD 83)
 GC1685_MARKER: DR = REFERENCE MARK DISK
 GC1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1685_STAMPING: RUNT RM-2 1961
 GC1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1685+STABILITY: SURFACE MOTION
 GC1685
 GC1685  HISTORY     - Date     Condition        Report By
 GC1685  HISTORY     - 1961     MONUMENTED       TNHD
 GC1685
 GC1685                          STATION DESCRIPTION
 GC1685
 GC1685'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1685'AT WAVERLY.
 GC1685'THIS MARK IS LOCATED AT THE RUNT 1961 STATION SITE, 44 FEET
 GC1685'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 29 FEET SOUTH OF A
 GC1685'RAILROAD TRACK AND 28 FEET WEST OF A GUY POLE.  THE MARK IS A
 GC1685'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10 INCH
 GC1685'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1766 ***********************************************************************
 FC1766  DESIGNATION -  RUSSELL
 FC1766  PID         -  FC1766
 FC1766  STATE/COUNTY-  TN/POLK
 FC1766  USGS QUAD   -  ISABELLA (1978)
 FC1766
 FC1766                         *CURRENT SURVEY CONTROL
 FC1766  ___________________________________________________________________
 FC1766* NAD 83(1995)-  35 00 01.67227(N)    084 22 23.02408(W)     ADJUSTED  
 FC1766* NAVD 88     -       504.1    (meters)    1654.     (feet)  VERTCON   
 FC1766  ___________________________________________________________________
 FC1766  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FC1766  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1766
 FC1766  HORZ ORDER  -  SECOND
 FC1766
 FC1766.The horizontal coordinates were established by classical geodetic methods
 FC1766.and adjusted by the National Geodetic Survey in April 1999..
 FC1766
 FC1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1766
 FC1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1766
 FC1766.The geoid height was determined by GEOID03.
 FC1766
 FC1766;                    North         East     Units Scale Factor Converg.
 FC1766;SPC TN       -    75,254.182   748,520.421   MT  1.00005340   +0 57 08.9
 FC1766;SPC TN       -   246,896.43  2,455,770.75   sFT  1.00005340   +0 57 08.9
 FC1766;UTM  16      - 3,876,248.231   739,740.024   MT  1.00030842   +1 30 26.9
 FC1766
 FC1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1766!SPC TN       -   0.99992542  x   1.00005340  =   0.99997882
 FC1766!UTM  16      -   0.99992542  x   1.00030842  =   1.00023382
 FC1766
 FC1766|---------------------------------------------------------------------|
 FC1766| PID    Reference Object                     Distance      Geod. Az  |
 FC1766|                                                           dddmmss.s |
 FC1766| CZ4548 RUSSELL RM 1                          8.857 METERS 09011     |
 FC1766| EE1607 RUSSELL AZ MK                       APPROX. 0.8 KM 1991814.0 |
 FC1766| FC1767 RUSSELL RM 2                          9.894 METERS 21419     |
 FC1766|---------------------------------------------------------------------|
 FC1766
 FC1766                          SUPERSEDED SURVEY CONTROL
 FC1766
 FC1766  NAD 83(1995)-  35 00 01.67236(N)    084 22 23.02407(W) AD(       ) 2
 FC1766  NAD 83(1995)-  35 00 01.67641(N)    084 22 23.02989(W) AD(       ) 2
 FC1766  NAD 83(1995)-  35 00 01.67645(N)    084 22 23.02981(W) AD(       ) 2
 FC1766  NAD 83(1986)-  35 00 01.67654(N)    084 22 23.03000(W) AD(       ) 2
 FC1766  NAD 27      -  35 00 01.39122(N)    084 22 23.30444(W) AD(       ) 2
 FC1766  NGVD 29 (07/19/86)  504.1    (m)         1654.     (f) VERT ANG       
 FC1766
 FC1766.Superseded values are not recommended for survey control.
 FC1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1766.See file dsdata.txt to determine how the superseded data were derived.
 FC1766
 FC1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3974076248(NAD 83)
 FC1766_MARKER: DS = TRIANGULATION STATION DISK
 FC1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1766
 FC1766  HISTORY     - Date     Condition        Report By
 FC1766  HISTORY     - 1978     MONUMENTED       NGS
 FC1766
 FC1766                          STATION DESCRIPTION
 FC1766
 FC1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1766'THE STATION IS LOCATED ON CITIES COPPERHILL, COPPER SMELTING
 FC1766'PLANT ON THE WEST SIDE OF COPPERHILL.
 FC1766'
 FC1766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FC1766'5, 60 AND 68 IN
 FC1766'COPPERHILL, GO NORTHWESTERLY ON HIGHWAY 68 FOR 0.6 MILE TO THE
 FC1766'ENTRANCE OF CITIES SERVICE ON THE RIGHT. TURN RIGHT, NORTH AND GO
 FC1766'0.05 MILE TO THE GUARD SHACK.
 FC1766'PASS GUARD SHACK, NORTHERLY FOR ABOUT 150 FEET TO A FORK, TAKE
 FC1766'RIGHT FORK NORTHEAST FOR 0.25 MILE TO ANOTHER FORK.  TAKE RIGHT
 FC1766'FORK, CROSSING RAILROAD TRACKS AND CONTINUE UPHILL FOR 0.25 MILE
 FC1766'TO A FORK.  TAKE RIGHT FORK NORTHEAST FOR ABOUT 200 FEET TO TOP
 FC1766'OF KNOLL AND STATION.
 FC1766'
 FC1766'THE STATION IS A STANDARD NGS DISK
 FC1766'STAMPED---RUSSELL 1978---,
 FC1766'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1766'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1766'14.5 FEET NORTHWEST FROM A UTILITY POLE AND ON THE HIGHEST
 FC1766'PART OF THE HILL.
 FC1766'
 FC1766'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1766'STAMPED---RUSSELL NO 1 1978---,
 FC1766'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 FC1766'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1766'20 FEET EAST FROM THE UTILITY POLE AND ON EAST EDGE OF HILL.
 FC1766'MARK IS LEVEL WITH STATION.
 FC1766'
 FC1766'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FC1766'STAMPED---RUSSELL NO 2 1978---,
 FC1766'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 FC1766'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1766'34.5 FEET SOUTHWEST FROM THE UTILITY POLE AND ON WEST SIDE OF HILL.
 FC1766'MARK IS LEVEL WITH STATION.
 FC1766'
 FC1766'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1766'STAMPED---RUSSELL 1978---,
 FC1766'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 FC1766'FLUSH WITH GROUND.  IT IS LOCATED
 FC1766'25 FEET WEST FROM NORTHWEST CORNER OF A BRICK BUILDING AND
 FC1766'19 FEET EAST FROM THE EDGE OF THE PARKING LOT.
 FC1766'
 FC1766'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED
 FC1766'GUARD SHACK, TURN RIGHT AND GO SOUTHEAST ON A PAVED
 FC1766'ROAD FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT
 FC1766'UPHILL FOR 0.1 MILE TO A BRICK OFFICE BUILDING AND
 FC1766'AZIMUTH MARK IN THE LAWN ON THE WEST SIDE OF THE
 FC1766'BUILDING.
 FC1766'
 FC1766'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE UTILITY POLE ON
 FC1766'LINE.
 FC1766'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1861 ***********************************************************************
 GA1861  DESIGNATION -  RUSSELL AZ MK
 GA1861  PID         -  GA1861
 GA1861  STATE/COUNTY-  TN/HAMBLEN
 GA1861  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1861
 GA1861                         *CURRENT SURVEY CONTROL
 GA1861  ___________________________________________________________________
 GA1861* NAD 83(1986)-  36 15 15.     (N)    083 12 03.     (W)     SCALED    
 GA1861* NAVD 88     -       388.368  (meters)    1274.17   (feet)  ADJUSTED  
 GA1861  ___________________________________________________________________
 GA1861  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1861  DYNAMIC HT  -         388.014 (meters)    1273.01  (feet)  COMP
 GA1861  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA1861
 GA1861  VERT ORDER  -  FIRST     CLASS I
 GA1861
 GA1861.The horizontal coordinates were scaled from a topographic map and have
 GA1861.an estimated accuracy of +/- 6 seconds.
 GA1861
 GA1861.The orthometric height was determined by differential leveling
 GA1861.and adjusted by the National Geodetic Survey in June 1991..
 GA1861
 GA1861.The geoid height was determined by GEOID03.
 GA1861
 GA1861.The dynamic height is computed by dividing the NAVD 88
 GA1861.geopotential number by the normal gravity value computed on the
 GA1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1861.degrees latitude (g = 980.6199 gals.).
 GA1861
 GA1861.The modeled gravity was interpolated from observed gravity values.
 GA1861
 GA1861;                    North         East    Units  Estimated Accuracy
 GA1861;SPC TN       -   216,710.      851,530.      MT  (+/- 180 meters Scaled)
 GA1861
 GA1861                          SUPERSEDED SURVEY CONTROL
 GA1861
 GA1861  NGVD 29 (??/??/92)  388.510  (m)         1274.64   (f) ADJ UNCH    1 1
 GA1861
 GA1861.Superseded values are not recommended for survey control.
 GA1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1861.See file dsdata.txt to determine how the superseded data were derived.
 GA1861
 GA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA022143(NAD 83)
 GA1861_MARKER: DD = SURVEY DISK
 GA1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1861_SP_SET: BRIDGE
 GA1861_STAMPING: RUSSELL AZI 1966 THD
 GA1861_MARK LOGO: TNHD  
 GA1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1861
 GA1861  HISTORY     - Date     Condition        Report By
 GA1861  HISTORY     - 1966     MONUMENTED       TNHD
 GA1861  HISTORY     - 1967     GOOD             CGS
 GA1861
 GA1861                          STATION DESCRIPTION
 GA1861
 GA1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1861'0.3 MI SW FROM RUSSELLVILLE.
 GA1861'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1861'POST OFFICE AT RUSSELLVILLE, 208 FEET SOUTH OF THE CENTERLINE
 GA1861'OF THE HIGHWAY, 82 FEET SOUTHEAST AND ACROSS THE SOUTHERN
 GA1861'RAILWAY COMPANY RAILROAD TRACK FROM MILEPOST 83, 33 FEET SOUTH
 GA1861'OF THE SOUTH RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH
 GA1861'END OF THE WEST CONCRETE CURB OF THE EAST TENNESSEE BOULEVARD
 GA1861'BRIDGE OVER A DRAINAGE DITCH, 15 FEET WEST OF THE CENTERLINE
 GA1861'OF EAST TENNESSEE BOULEVARD, ABOUT 1 FOOT ABOVE THE LEVEL
 GA1861'OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1607 ***********************************************************************
 EE1607  DESIGNATION -  RUSSELL AZ MK
 EE1607  PID         -  EE1607
 EE1607  STATE/COUNTY-  TN/POLK
 EE1607  USGS QUAD   -  EPWORTH (1988)
 EE1607
 EE1607                         *CURRENT SURVEY CONTROL
 EE1607  ___________________________________________________________________
 EE1607* NAD 83(1995)-  34 59 38.52437(N)    084 22 32.87685(W)     ADJUSTED  
 EE1607* NAVD 88     -       470.8    (meters)    1545.     (feet)  VERTCON   
 EE1607  ___________________________________________________________________
 EE1607  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 EE1607  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE1607
 EE1607  HORZ ORDER  -  SECOND
 EE1607
 EE1607.The horizontal coordinates were established by classical geodetic methods
 EE1607.and adjusted by the National Geodetic Survey in April 1999..
 EE1607
 EE1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1607
 EE1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1607
 EE1607.The geoid height was determined by GEOID03.
 EE1607
 EE1607;                    North         East     Units Scale Factor Converg.
 EE1607;SPC TN       -    74,536.747   748,282.437   MT  1.00005503   +0 57 03.1
 EE1607;SPC TN       -   244,542.64  2,454,989.96   sFT  1.00005503   +0 57 03.1
 EE1607;UTM  16      - 3,875,528.342   739,508.942   MT  1.00030705   +1 30 20.4
 EE1607
 EE1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1607!SPC TN       -   0.99993065  x   1.00005503  =   0.99998568
 EE1607!UTM  16      -   0.99993065  x   1.00030705  =   1.00023768
 EE1607
 EE1607                          SUPERSEDED SURVEY CONTROL
 EE1607
 EE1607  NAD 83(1995)-  34 59 38.52445(N)    084 22 32.87683(W) AD(       ) 2
 EE1607  NAD 83(1995)-  34 59 38.52854(N)    084 22 32.88257(W) AD(       ) 2
 EE1607  NAD 83(1986)-  34 59 38.52864(N)    084 22 32.88277(W) AD(       ) 2
 EE1607  NAD 27      -  34 59 38.24287(N)    084 22 33.15715(W) AD(       ) 2
 EE1607  NGVD 29 (07/19/86)  470.8    (m)         1545.     (f) VERT ANG       
 EE1607
 EE1607.Superseded values are not recommended for survey control.
 EE1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1607.See file dsdata.txt to determine how the superseded data were derived.
 EE1607
 EE1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3950975528(NAD 83)
 EE1607_MARKER: DZ = AZIMUTH MARK DISK
 EE1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1607+STABILITY: SURFACE MOTION
 EE1607
 EE1607  HISTORY     - Date     Condition        Report By
 EE1607  HISTORY     - 1978     MONUMENTED       NGS
 EE1607
 EE1607                          STATION DESCRIPTION
 EE1607
 EE1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 EE1607'THE STATION IS LOCATED ON CITIES SERVICE COPPERHILL SMELTING
 EE1607'GROUNDS, NEAR COPPERHILL.
 EE1607'
 EE1607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5,
 EE1607'60, AND 68 IN COPPERHILL, GO NORTHWESTERLY ON STATE HIGHWAY 68
 EE1607'FOR 0.6 MILE TO CITIES SERVICE ENTRANCE ON THE RIGHT.  TURN
 EE1607'RIGHT, NORTHERLY FOR 0.05 MILE TO A GUARD SHACK.  TURN RIGHT AND
 EE1607'GO SOUTHEAST ON A PAVED
 EE1607'ROAD FOR 0.15 MILE TO A T-JUNCTION. TURN LEFT UPHILL NORTH AND
 EE1607'GO FOR 0.1 MILE TO AZIMUTH MARK IN WEST LAWN OF BRICK OFFICE
 EE1607'BUILDING.
 EE1607'
 EE1607'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---RUSSELL
 EE1607'1978---,
 EE1607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 EE1607'FLUSH WITH GROUND.  IT IS LOCATED
 EE1607'25 FEET WEST FROM THE NORTHWEST CORNER OF A BRICK BUILDING AND
 EE1607'19 FEET EAST FROM THE EDGE OF THE PARKING LOT.
 EE1607'
 EE1607'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2214 ***********************************************************************
 FE2214  DESIGNATION -  RUSSELL FIELD LOT WT 1
 FE2214  PID         -  FE2214
 FE2214  STATE/COUNTY-  TN/BENTON
 FE2214  USGS QUAD   -  ROCKPORT (1987)
 FE2214
 FE2214                         *CURRENT SURVEY CONTROL
 FE2214  ___________________________________________________________________
 FE2214* NAD 83(1995)-  35 55 02.65997(N)    088 02 19.28566(W)     ADJUSTED  
 FE2214* NAVD 88     -                                                        
 FE2214  ___________________________________________________________________
 FE2214  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FE2214  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FE2214
 FE2214  HORZ ORDER  -  THIRD
 FE2214
 FE2214.The horizontal coordinates were established by classical geodetic methods
 FE2214.and adjusted by the National Geodetic Survey in April 1999..
 FE2214
 FE2214
 FE2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2214
 FE2214.The geoid height was determined by GEOID03.
 FE2214
 FE2214;                    North         East     Units Scale Factor Converg.
 FE2214;SPC TN       -   177,667.725   416,015.276   MT  0.99994946   -1 11 36.7
 FE2214;SPC TN       -   582,898.19  1,364,876.78   sFT  0.99994946   -1 11 36.7
 FE2214;UTM  16      - 3,975,285.918   406,286.165   MT  0.99970821   -0 36 33.7
 FE2214
 FE2214                          SUPERSEDED SURVEY CONTROL
 FE2214
 FE2214  NAD 83(1995)-  35 55 02.66200(N)    088 02 19.29059(W) AD(       ) 4
 FE2214  NAD 83(1986)-  35 55 02.67007(N)    088 02 19.28636(W) AD(       ) 4
 FE2214  NAD 27      -  35 55 02.44600(N)    088 02 19.16400(W) AD(       ) 3
 FE2214
 FE2214.Superseded values are not recommended for survey control.
 FE2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2214.See file dsdata.txt to determine how the superseded data were derived.
 FE2214
 FE2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0628675286(NAD 83)
 FE2214_MARKER: 57 = LOOKOUT TOWER
 FE2214
 FE2214  HISTORY     - Date     Condition        Report By
 FE2214  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2214  HISTORY     - 1972     GOOD             TVA
 FE2214
 FE2214                          STATION DESCRIPTION
 FE2214
 FE2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2214'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF CAMDEN, 10
 FE2214'MILES SOUTH-SOUTHWEST OF EVA AND 8 MILES EAST-NORTHEAST
 FE2214'OF HOLLADAY ON TOP OF A WOODED HILL.
 FE2214'
 FE2214'IT IS A FOUR-LEGGED WOODEN STRUCTURE SUPPORTING A GLASS ENCLOSED
 FE2214'OBSERVATION PLATFORM AND HAS AN OVER-ALL HEIGHT OF 80.0 FEET.
 FE2214'THE TOP AND CENTER OF THE ROOF WAS THE POINT INTERSECTED.
 FE2214'
 FE2214'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE SOUTHEAST CORNER
 FE2214'OF THE COURTHOUSE SQUARE AT CAMDEN, GO SOUTHEASTERLY ON U.S. HIGHWAY
 FE2214'NO. 70 FOR 2.0 MILES TO BIRDSONG CREEK ROAD ON THE RIGHT. HERE TURN
 FE2214'RIGHT AND GO SOUTHERLY FOR 2.0 MILES TO A REVERSE-Y, KEEP LEFT
 FE2214'AND CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK
 FE2214'AND FOLLOW SURFACED ROAD SOUTHERLY FOR 4.25 MILES TO THE MT. MORIAH
 FE2214'SCHOOL ON THE RIGHT, CONTINUE SOUTHERLY AND SOUTHEASTERLY FOR 3.0
 FE2214'MILES TO A FORK. HERE TAKE THE RIGHT FORK AND GO SOUTHWESTERLY FOR
 FE2214'1.7 MILES TO A WOODS ROAD RIGHT JUST AFTER PASSING A
 FE2214'CROSSROAD, TURN RIGHT AND FOLLOW WOODS ROAD ABOUT 100 YARDS TO A
 FE2214'CLEARING AND THE STATION.
 FE2214
 FE2214                          STATION RECOVERY (1972)
 FE2214
 FE2214'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2214'NOTE--PRESENT TOWER IS OF STEEL STRUCTURE AND IS IN SAME GENERAL
 FE2214'LOCATION.  SEE ORIGINAL DESCRIPTION.
 FE2214'
 FE2214'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 10 MILES S.S.E. OF
 FE2214'CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1767 ***********************************************************************
 FC1767  DESIGNATION -  RUSSELL RM 2
 FC1767  PID         -  FC1767
 FC1767  STATE/COUNTY-  TN/POLK
 FC1767  USGS QUAD   -  ISABELLA (1978)
 FC1767
 FC1767                         *CURRENT SURVEY CONTROL
 FC1767  ___________________________________________________________________
 FC1767* NAD 83(1995)-  35 00 01.40712(N)    084 22 23.24406(W)     ADJUSTED  
 FC1767* NAVD 88     -       504.4    (meters)    1655.     (feet)  VERTCON   
 FC1767  ___________________________________________________________________
 FC1767  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FC1767  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1767
 FC1767  HORZ ORDER  -  SECOND
 FC1767
 FC1767.The horizontal coordinates were established by classical geodetic methods
 FC1767.and adjusted by the National Geodetic Survey in April 1999..
 FC1767
 FC1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1767
 FC1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1767
 FC1767.The geoid height was determined by GEOID03.
 FC1767
 FC1767;                    North         East     Units Scale Factor Converg.
 FC1767;SPC TN       -    75,245.918   748,514.979   MT  1.00005342   +0 57 08.8
 FC1767;SPC TN       -   246,869.32  2,455,752.89   sFT  1.00005342   +0 57 08.8
 FC1767;UTM  16      - 3,876,239.913   739,734.661   MT  1.00030838   +1 30 26.8
 FC1767
 FC1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1767!SPC TN       -   0.99992538  x   1.00005342  =   0.99997879
 FC1767!UTM  16      -   0.99992538  x   1.00030838  =   1.00023373
 FC1767
 FC1767                          SUPERSEDED SURVEY CONTROL
 FC1767
 FC1767  NAD 83(1995)-  35 00 01.40721(N)    084 22 23.24405(W) AD(       ) 2
 FC1767  NAD 83(1995)-  35 00 01.41126(N)    084 22 23.24986(W) AD(       ) 2
 FC1767  NAD 83(1995)-  35 00 01.41130(N)    084 22 23.24979(W) AD(       ) 2
 FC1767  NAD 83(1986)-  35 00 01.41139(N)    084 22 23.24998(W) AD(       ) 2
 FC1767  NAD 27      -  35 00 01.12607(N)    084 22 23.52442(W) AD(       ) 2
 FC1767  NGVD 29 (07/19/86)  504.4    (m)         1655.     (f) VERT ANG       
 FC1767
 FC1767.Superseded values are not recommended for survey control.
 FC1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1767.See file dsdata.txt to determine how the superseded data were derived.
 FC1767
 FC1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3973576240(NAD 83)
 FC1767_MARKER: DR = REFERENCE MARK DISK
 FC1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1767_STAMPING: RUSSELL NO 2 1978
 FC1767_MARK LOGO: CGS   
 FC1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1767+STABILITY: SURFACE MOTION
 FC1767
 FC1767  HISTORY     - Date     Condition        Report By
 FC1767  HISTORY     - 1978     MONUMENTED       NGS
 FC1767
 FC1767                          STATION DESCRIPTION
 FC1767
 FC1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1767'THE STATION IS LOCATED ON PROPERTY OF CITIES SERVICE COPPERHIILL
 FC1767'COPPER SMELTING PLANT NEAR COPPERHILL.
 FC1767'
 FC1767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5, 60,
 FC1767'AND 68 IN COPPERHILL, GO NORTHWEST ON HIGHWAY 68 FOR 0.6 MILE TO
 FC1767'CITIES SERVICE ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHERLY FOR
 FC1767'0.05 MILE TO THE GUARD SHACK.  PASS GUARD SHACK AND GO NORTH FOR
 FC1767'ABOUT 150 FEET TO A FORK.  TAKE RIGHT FORK, NORTHEAST FOR
 FC1767'0.25 MILE TO ANORTHER FORK.  TAKE RIGHT FORK, CROSSING RAILROAD
 FC1767'TRACKS AND GO NORTHERLY UPHILL FOR 0.25 MILE TO A FORK.  TAKE
 FC1767'RIGHT FORK, NORTHEAST AND GO ABOUT 200 FEET TO THE TOP OF THE HILL
 FC1767'AND THE STATION.
 FC1767'
 FC1767'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 FC1767'STAMPED---RUSSELL NO 2 1978---,
 FC1767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 FC1767'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1767'34.5 FEET SOUTHWEST FROM A UTILITY POLE AND NEAR THE WEST EDGE OF
 FC1767'THE HILL.
 FC1767'
 FC1767'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FC1767'A TRAVERSE CONNECTION WAS MADE TO STATION RUSSELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1513 ***********************************************************************
 GD1513  DESIGNATION -  RUTHERFORD
 GD1513  PID         -  GD1513
 GD1513  STATE/COUNTY-  TN/GIBSON
 GD1513  USGS QUAD   -  RUTHERFORD (1985)
 GD1513
 GD1513                         *CURRENT SURVEY CONTROL
 GD1513  ___________________________________________________________________
 GD1513* NAD 83(1995)-  36 07 36.91649(N)    088 59 53.54719(W)     ADJUSTED  
 GD1513* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 GD1513  ___________________________________________________________________
 GD1513  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GD1513  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1513
 GD1513  HORZ ORDER  -  THIRD
 GD1513
 GD1513.The horizontal coordinates were established by classical geodetic methods
 GD1513.and adjusted by the National Geodetic Survey in April 1999..
 GD1513
 GD1513.The orthometric height was scaled from a topographic map.
 GD1513
 GD1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1513
 GD1513.The geoid height was determined by GEOID03.
 GD1513
 GD1513;                    North         East     Units Scale Factor Converg.
 GD1513;SPC TN       -   203,131.712   330,157.006   MT  0.99996142   -1 45 19.0
 GD1513;SPC TN       -   666,441.29  1,083,190.11   sFT  0.99996142   -1 45 19.0
 GD1513;UTM  16      - 3,999,875.114   320,184.113   MT  0.99999841   -1 10 42.3
 GD1513
 GD1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1513!SPC TN       -   0.99998606  x   0.99996142  =   0.99994748
 GD1513!UTM  16      -   0.99998606  x   0.99999841  =   0.99998447
 GD1513
 GD1513|---------------------------------------------------------------------|
 GD1513| PID    Reference Object                     Distance      Geod. Az  |
 GD1513|                                                           dddmmss.s |
 GD1513| CG4182 RUTHERFORD RM 1                      18.235 METERS 04703     |
 GD1513| GD1512 RUTHERFORD MUNICIPAL TANK           353.407 METERS 09740     |
 GD1513| CG4183 RUTHERFORD RM 2                      12.962 METERS 17927     |
 GD1513|---------------------------------------------------------------------|
 GD1513
 GD1513                          SUPERSEDED SURVEY CONTROL
 GD1513
 GD1513  NAD 83(1995)-  36 07 36.91948(N)    088 59 53.54935(W) AD(       ) 3
 GD1513  NAD 83(1995)-  36 07 36.91993(N)    088 59 53.54955(W) AD(       ) 3
 GD1513  NAD 83(1986)-  36 07 36.92853(N)    088 59 53.54711(W) AD(       ) 3
 GD1513  NAD 27      -  36 07 36.68460(N)    088 59 53.30400(W) AD(       ) 3
 GD1513
 GD1513.Superseded values are not recommended for survey control.
 GD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1513.See file dsdata.txt to determine how the superseded data were derived.
 GD1513
 GD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2018499875(NAD 83)
 GD1513_MARKER: DS = TRIANGULATION STATION DISK
 GD1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1513+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1513
 GD1513  HISTORY     - Date     Condition        Report By
 GD1513  HISTORY     - 1959     MONUMENTED       CGS
 GD1513  HISTORY     - 1967     GOOD             CGS
 GD1513  HISTORY     - 20030811 GOOD             USACE
 GD1513
 GD1513                          STATION DESCRIPTION
 GD1513
 GD1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1513'THE STATION IS ABOUT 0.6 MILE WEST OF THE BUSINESS DISTRICT OF
 GD1513'RUTHERFORD, IN THE NORTHEAST EDGE OF THE RUTHERFORD CEMETERY AND ON
 GD1513'THE PROPERTY LINE OF THE CEMETERY AND MR. ODIS EMERSON.  IT IS 70
 GD1513'FEET SOUTHWEST OF THE CENTER OF THE CEMETERY ENTRANCE GATE, 52 FEET
 GD1513'SOUTH
 GD1513'OF THE INTERSECTION OF A GRAVELED T-ROAD, 31 FEET SOUTHEAST OF
 GD1513'AN 8 INCH MAGNOLIA TREE AND 7 FEET EAST OF THE CENTERLINE OF A
 GD1513'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1513'RUTHERFORD 1959.
 GD1513'
 GD1513'REFERENCE MARK 1 IS 13 FEET SOUTH OF THE CEMETERY ENTRANCE GATE AND
 GD1513'1 FOOT WEST OF A 2 X 2 FEET BRICK GATE COLUMN.  THE MONUMENT IS
 GD1513'FLUSH AND THE DISK IS STAMPED RUTHERFORD NO 1 1959.
 GD1513'
 GD1513'REFERENCE MARK 2 IS 106 FEET SOUTHWEST OF THE CENTER OF THE CEMETERY
 GD1513'ENTRANCE GATE AND 6 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GD1513'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED RUTHERFORD NO 2
 GD1513'1959.
 GD1513'
 GD1513'THE RUTHERFORD MUNICIPAL WATER TANK CAN BE USED AS AN AZIMUTH.
 GD1513'
 GD1513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GD1513
 GD1513                          STATION RECOVERY (1967)
 GD1513
 GD1513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1513'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1513'WITH THE
 GD1513'FOLLOWING ADDED NOTATIONS.
 GD1513'
 GD1513'THIS STATION IS NOW 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND
 GD1513'SIGN.
 GD1513'
 GD1513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.6 MILES
 GD1513'WEST OF RUTHERFORD.
 GD1513
 GD1513                          STATION RECOVERY (2003)
 GD1513
 GD1513'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1513'FOUND STA. MARK, RM1, AND RM2 ALL IN GOOD CONDITION. STA. MARK AND RM1
 GD1513'NOT SUITABLE FOR GPS. RM2 IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1512 ***********************************************************************
 GD1512  DESIGNATION -  RUTHERFORD MUNICIPAL TANK
 GD1512  PID         -  GD1512
 GD1512  STATE/COUNTY-  TN/GIBSON
 GD1512  USGS QUAD   -  RUTHERFORD (1985)
 GD1512
 GD1512                         *CURRENT SURVEY CONTROL
 GD1512  ___________________________________________________________________
 GD1512* NAD 83(1995)-  36 07 35.38767(N)    088 59 39.54014(W)     ADJUSTED  
 GD1512* NAVD 88     -                                                        
 GD1512  ___________________________________________________________________
 GD1512  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GD1512  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1512
 GD1512  HORZ ORDER  -  THIRD
 GD1512
 GD1512.The horizontal coordinates were established by classical geodetic methods
 GD1512.and adjusted by the National Geodetic Survey in April 1999..
 GD1512
 GD1512
 GD1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1512
 GD1512.The geoid height was determined by GEOID03.
 GD1512
 GD1512;                    North         East     Units Scale Factor Converg.
 GD1512;SPC TN       -   203,073.892   330,505.637   MT  0.99996138   -1 45 10.8
 GD1512;SPC TN       -   666,251.59  1,084,333.91   sFT  0.99996138   -1 45 10.8
 GD1512;UTM  16      - 3,999,820.806   320,533.321   MT  0.99999687   -1 10 34.0
 GD1512
 GD1512                          SUPERSEDED SURVEY CONTROL
 GD1512
 GD1512  NAD 83(1995)-  36 07 35.39060(N)    088 59 39.54209(W) AD(       ) 4
 GD1512  NAD 83(1995)-  36 07 35.39104(N)    088 59 39.54222(W) AD(       ) 4
 GD1512  NAD 83(1986)-  36 07 35.39964(N)    088 59 39.53950(W) AD(       ) 4
 GD1512  NAD 27      -  36 07 35.15600(N)    088 59 39.30400(W) AD(       ) 3
 GD1512
 GD1512.Superseded values are not recommended for survey control.
 GD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1512.See file dsdata.txt to determine how the superseded data were derived.
 GD1512
 GD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2053399821(NAD 83)
 GD1512_MARKER: 53 = ELEVATED TANK
 GD1512
 GD1512  HISTORY     - Date     Condition        Report By
 GD1512  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1512  HISTORY     - 1967     GOOD             CGS
 GD1512
 GD1512                          STATION DESCRIPTION
 GD1512
 GD1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1512'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A FOUR
 GD1512'LEGGED SELF-SUPPORTED STEEL STRUCTURE PAINTED ALUMINUM AND IS ABOUT
 GD1512'100 FEET HIGH.  IT IS ABOUT 0.4 MILE WEST OF THE BUSINESS DISTRICT
 GD1512'OF RUTHERFORD, ABOUT 0.2 MILE EAST OF THE RUTHERFORD CEMETERY AND IN
 GD1512'THE WEST SECTION OF RUTHERFORD.
 GD1512
 GD1512                          STATION RECOVERY (1967)
 GD1512
 GD1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1512'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1512'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1512'DESCRIPTION.
 GD1512'
 GD1512'THE TANK IS LOCATED ALONG THE WEST SIDE OF JORDON STREET ABOUT 0.4
 GD1512'OF A MILE WEST OF THE CENTER OF RUTHERFORD AND ABOUT 0.2 OF A MILE
 GD1512'EAST OF THE RUTHERFORD CEMETERY.  IT IS 60 FEET WEST OF THE
 GD1512'APPROXIMATE CENTER OF JORDON STREET, 43 FEET NORTHEAST OF THE
 GD1512'SOUTHEAST CORNER OF A CONCRETE BLOCK GARAGE, 38 FEET SOUTHEAST OF
 GD1512'THE NORTHEAST CORNER OF THE CONCRETE BLOCK GARAGE, AND DIRECTLY WEST
 GD1512'AND ACROSS THE STREET FROM RESIDENCE NO. 108.
 GD1512'
 GD1512'IT IS A FOUR LEGGED, STEEL TRUSSWORK STRUCTURE SUPPORTING THE TANK
 GD1512'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, IS
 GD1512'PAINTED ALUMINUM, AND HAS AN OVER-ALL HEIGHT OF 105 FEET.  THE POINT
 GD1512'INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1512'
 GD1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.4 MILE
 GD1512'WEST OF THE BUSINESS DISTRICT IN RUTHERFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0244 ***********************************************************************
 GC0244  DESIGNATION -  RUTLAND
 GC0244  PID         -  GC0244
 GC0244  STATE/COUNTY-  TN/WILSON
 GC0244  USGS QUAD   -  MARTHA (1975)
 GC0244
 GC0244                         *CURRENT SURVEY CONTROL
 GC0244  ___________________________________________________________________
 GC0244* NAD 83(1995)-  36 10 28.65099(N)    086 28 35.15499(W)     ADJUSTED  
 GC0244* NAVD 88     -       211.491  (meters)     693.87   (feet)  ADJUSTED  
 GC0244  ___________________________________________________________________
 GC0244  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GC0244  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0244  DYNAMIC HT  -         211.312 (meters)     693.28  (feet)  COMP
 GC0244  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC0244
 GC0244  HORZ ORDER  -  SECOND
 GC0244  VERT ORDER  -  SECOND    CLASS 0
 GC0244
 GC0244.The horizontal coordinates were established by classical geodetic methods
 GC0244.and adjusted by the National Geodetic Survey in April 1999..
 GC0244
 GC0244.The orthometric height was determined by differential leveling
 GC0244.and adjusted by the National Geodetic Survey in June 1991..
 GC0244
 GC0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0244
 GC0244.The geoid height was determined by GEOID03.
 GC0244
 GC0244.The dynamic height is computed by dividing the NAVD 88
 GC0244.geopotential number by the normal gravity value computed on the
 GC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0244.degrees latitude (g = 980.6199 gals.).
 GC0244
 GC0244.The modeled gravity was interpolated from observed gravity values.
 GC0244
 GC0244;                    North         East     Units Scale Factor Converg.
 GC0244;SPC TN       -   204,395.493   557,139.669   MT  0.99996601   -0 16 44.1
 GC0244;SPC TN       -   670,587.55  1,827,882.40   sFT  0.99996601   -0 16 44.1
 GC0244;UTM  16      - 4,003,444.211   547,083.894   MT  0.99962731   +0 18 32.5
 GC0244
 GC0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0244!SPC TN       -   0.99997139  x   0.99996601  =   0.99993740
 GC0244!UTM  16      -   0.99997139  x   0.99962731  =   0.99959871
 GC0244
 GC0244|---------------------------------------------------------------------|
 GC0244| PID    Reference Object                     Distance      Geod. Az  |
 GC0244|                                                           dddmmss.s |
 GC0244| GC0243 RUTLAND RM 1                         20.644 METERS 01341     |
 GC0244| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.17.0 KM 0232826.5 |
 GC0244| GC2164 LEEVILLE TX E PLINE MICROWAVE       APPROX. 9.0 KM 1045720.6 |
 GC0244| GC0245 RUTLAND RM 2                         16.810 METERS 26835     |
 GC0244| CG6539 RUTLAND AZ MK                                      2865653.4 |
 GC0244|---------------------------------------------------------------------|
 GC0244
 GC0244                          SUPERSEDED SURVEY CONTROL
 GC0244
 GC0244  NAD 83(1995)-  36 10 28.65384(N)    086 28 35.15728(W) AD(       ) 2
 GC0244  NAD 83(1995)-  36 10 28.65588(N)    086 28 35.15916(W) AD(       ) 2
 GC0244  NAD 83(1986)-  36 10 28.66131(N)    086 28 35.15778(W) AD(       ) 2
 GC0244  NAD 27      -  36 10 28.46110(N)    086 28 35.17920(W) AD(       ) 2
 GC0244  NGVD 29 (??/??/92)  211.540  (m)          694.03   (f) ADJ UNCH    2 0
 GC0244
 GC0244.Superseded values are not recommended for survey control.
 GC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0244.See file dsdata.txt to determine how the superseded data were derived.
 GC0244
 GC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4708403444(NAD 83)
 GC0244_MARKER: DE = TRAVERSE STATION DISK
 GC0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0244_STAMPING: RUTLAND 1960
 GC0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0244+STABILITY: SURFACE MOTION
 GC0244
 GC0244  HISTORY     - Date     Condition        Report By
 GC0244  HISTORY     - 1960     MONUMENTED       CGS
 GC0244  HISTORY     - 1960     GOOD             CGS
 GC0244
 GC0244                          STATION DESCRIPTION
 GC0244
 GC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0244'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHNIE HAMBLIN, ABOUT
 GC0244'10-1/2 MILES WEST OF LEBANON, 3-1/2 MILES SOUTHWEST OF LEEVILLE, AND
 GC0244'3 MILES SOUTHEAST OF MT. JULIET.
 GC0244'
 GC0244'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0244'NORTHEAST ON U. S. HIGHWAY 70N FOR 2.5 MILES TO CENTRAL PIKE
 GC0244'ROAD ON THE RIGHT, JUST AFTER CROSSING STONES RIVER.  TURN RIGHT,
 GC0244'SOUTHEAST, AND GO 1.3 MILES TO A CROSSROAD, AND THE
 GC0244'HERMITAGE POST OFFICE ON THE RIGHT.  PROCEED EASTERLY, ON CENTRAL
 GC0244'PIKE ROAD FOR 6.0 MILES TO MT. JULIET ROAD ON THE LEFT.  TURN
 GC0244'SHARP LEFT, AND GO NORTHERLY FOR 1.8 MILES TO A GRAVELED ROAD ON THE
 GC0244'RIGHT.  TURN RIGHT, EAST, AND GO 1.45 MILES TO THE BAPTIST CHURCH ON
 GC0244'THE LEFT, CONTINUE EAST, FOR 0.1 MILE TO A BOARD GATE ON THE LEFT.
 GC0244'TURN LEFT, PASS THROUGH GATE AND GO NORTH AND EAST ON A TRACK ROAD
 GC0244'FOR 0.4 MILE TO A GATE, JUST BEFORE REACHING AN ABANDONED
 GC0244'HOUSE, AND THE AZIMUTH MARK ON THE RIGHT.  PROCEED EAST, FOR 0.05
 GC0244'MILE TO A GATE, PASS THROUGH GATE AND GO EASTERLY ACROSS OPEN
 GC0244'FIELD UP HILL FOR 0.25 MILE TO A GATE, AND THE STATION ON THE RIGHT.
 GC0244'
 GC0244'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 GC0244'MONUMENT, STAMPED RUTLAND 1960, AND SET FLUSH.  IT IS 36 FEET SOUTH
 GC0244'OF THE CENTER OF A TRACK ROAD, 14 FEET NORTHWEST OF A T-FENCE CORNER
 GC0244'POST, 11 FEET NORTH OF A 10-INCH TRIANGULAR BLAZED TREE, AND
 GC0244'WIRE FENCE, AND 2.2 FEET WEST OF A WITNESS SIGN.
 GC0244'
 GC0244'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0244'STAMPED RUTLAND NO 1 1960, AND SET FLUSH.  IT IS 34 FEET NORTH OF THE
 GC0244'CENTER OF A TRACK ROAD, 2.5 FEET WEST OF A WIRE FENCE, AND ABOUT THE
 GC0244'SAME ELEVATION AS THE STATION MARK.
 GC0244'
 GC0244'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0244'STAMPED RUTLAND NO 2 1960, AND SET FLUSH.  IT IS 4 FEET NORTH OF A
 GC0244'WIRE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GC0244'
 GC0244'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0244'STAMPED RUTLAND 1960, AND SET FLUSH.  IT IS 9 FEET SOUTH OF THE
 GC0244'CENTER OF A TRACK ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER POST, 2
 GC0244'FEET EAST OF A WIRE FENCE, AND 1.9 FEET NORTHEAST OF A WITNESS SIGN.
 GC0244'
 GC0244'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC0244
 GC0244                          STATION RECOVERY (1960)
 GC0244
 GC0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0244'4 MI SE FROM MOUNT JULIET.
 GC0244'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0244'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0244'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0244'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE EAST ON A GRAVELED ROAD,
 GC0244'THEN 0.5 MILE EAST ON INTERSTATE HIGHWAY 40.  THE STATION MARK
 GC0244'IS LOCATED ON THE CREST OF A HILL ABOUT 0.1 MILE SOUTH OF THE
 GC0244'HIGHWAY, 36 FT. SOUTH OF THE CENTER OF A TRACK ROAD, 14 FT.
 GC0244'NORTHWEST OF A T-FENCE CORNER POST, 11 FT. NORTH OF A 10-INCH
 GC0244'TRIANGULAR BLAZED TREE, AND WIRE FENCE, AND 2.2 FT. WEST OF A
 GC0244'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 GC0244'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0243 ***********************************************************************
 GC0243  DESIGNATION -  RUTLAND RM 1
 GC0243  PID         -  GC0243
 GC0243  STATE/COUNTY-  TN/WILSON
 GC0243  USGS QUAD   -  MARTHA (1975)
 GC0243
 GC0243                         *CURRENT SURVEY CONTROL
 GC0243  ___________________________________________________________________
 GC0243* NAD 83(1986)-  36 10 28.     (N)    086 28 35.     (W)     SCALED    
 GC0243* NAVD 88     -       211.246  (meters)     693.06   (feet)  ADJUSTED  
 GC0243  ___________________________________________________________________
 GC0243  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0243  DYNAMIC HT  -         211.067 (meters)     692.48  (feet)  COMP
 GC0243  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC0243
 GC0243  VERT ORDER  -  SECOND    CLASS 0
 GC0243
 GC0243.The horizontal coordinates were scaled from a topographic map and have
 GC0243.an estimated accuracy of +/- 6 seconds.
 GC0243
 GC0243.The orthometric height was determined by differential leveling
 GC0243.and adjusted by the National Geodetic Survey in June 1991..
 GC0243
 GC0243.The geoid height was determined by GEOID03.
 GC0243
 GC0243.The dynamic height is computed by dividing the NAVD 88
 GC0243.geopotential number by the normal gravity value computed on the
 GC0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0243.degrees latitude (g = 980.6199 gals.).
 GC0243
 GC0243.The modeled gravity was interpolated from observed gravity values.
 GC0243
 GC0243;                    North         East    Units  Estimated Accuracy
 GC0243;SPC TN       -   204,380.      557,140.      MT  (+/- 180 meters Scaled)
 GC0243
 GC0243                          SUPERSEDED SURVEY CONTROL
 GC0243
 GC0243  NGVD 29 (??/??/92)  211.294  (m)          693.22   (f) ADJ UNCH    2 0
 GC0243
 GC0243.Superseded values are not recommended for survey control.
 GC0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0243.See file dsdata.txt to determine how the superseded data were derived.
 GC0243
 GC0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF470034(NAD 83)
 GC0243_MARKER: DR = REFERENCE MARK DISK
 GC0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0243_STAMPING: RUTLAND NO 1 1960
 GC0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0243+STABILITY: SURFACE MOTION
 GC0243
 GC0243  HISTORY     - Date     Condition        Report By
 GC0243  HISTORY     - 1960     MONUMENTED       CGS
 GC0243
 GC0243                          STATION DESCRIPTION
 GC0243
 GC0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0243'4 MI SE FROM MOUNT JULIET.
 GC0243'THIS MARK IS LOCATED AT THE RUTLAND 1960 STATION SITE, 67.7 FT.
 GC0243'NORTH OF THE STATION, 34 FT. NORTH OF THE CENTER OF A TRACK ROAD
 GC0243'AND 2.5 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GC0243'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0245 ***********************************************************************
 GC0245  DESIGNATION -  RUTLAND RM 2
 GC0245  PID         -  GC0245
 GC0245  STATE/COUNTY-  TN/WILSON
 GC0245  USGS QUAD   -  MARTHA (1975)
 GC0245
 GC0245                         *CURRENT SURVEY CONTROL
 GC0245  ___________________________________________________________________
 GC0245* NAD 83(1986)-  36 10 28.     (N)    086 28 35.     (W)     SCALED    
 GC0245* NAVD 88     -       210.817  (meters)     691.66   (feet)  ADJUSTED  
 GC0245  ___________________________________________________________________
 GC0245  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0245  DYNAMIC HT  -         210.639 (meters)     691.07  (feet)  COMP
 GC0245  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC0245
 GC0245  VERT ORDER  -  SECOND    CLASS 0
 GC0245
 GC0245.The horizontal coordinates were scaled from a topographic map and have
 GC0245.an estimated accuracy of +/- 6 seconds.
 GC0245
 GC0245.The orthometric height was determined by differential leveling
 GC0245.and adjusted by the National Geodetic Survey in June 1991..
 GC0245
 GC0245.The geoid height was determined by GEOID03.
 GC0245
 GC0245.The dynamic height is computed by dividing the NAVD 88
 GC0245.geopotential number by the normal gravity value computed on the
 GC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0245.degrees latitude (g = 980.6199 gals.).
 GC0245
 GC0245.The modeled gravity was interpolated from observed gravity values.
 GC0245
 GC0245;                    North         East    Units  Estimated Accuracy
 GC0245;SPC TN       -   204,380.      557,140.      MT  (+/- 180 meters Scaled)
 GC0245
 GC0245                          SUPERSEDED SURVEY CONTROL
 GC0245
 GC0245  NGVD 29 (??/??/92)  210.866  (m)          691.82   (f) ADJ UNCH    2 0
 GC0245
 GC0245.Superseded values are not recommended for survey control.
 GC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0245.See file dsdata.txt to determine how the superseded data were derived.
 GC0245
 GC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF470034(NAD 83)
 GC0245_MARKER: DR = REFERENCE MARK DISK
 GC0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0245_STAMPING: RUTLAND NO 2 1960
 GC0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0245+STABILITY: SURFACE MOTION
 GC0245
 GC0245  HISTORY     - Date     Condition        Report By
 GC0245  HISTORY     - 1960     MONUMENTED       CGS
 GC0245
 GC0245                          STATION DESCRIPTION
 GC0245
 GC0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0245'4 MI SE FROM MOUNT JULIET.
 GC0245'THIS MARK IS LOCATED AT THE RUTLAND 1960 STATION SITE, 55 FT.
 GC0245'WEST OF THE STATION MARK, AND 4 FT. NORTH OF A WIRE FENCE.  THE
 GC0245'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0245'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1747 ***********************************************************************
 FB1747  DESIGNATION -  RV 1
 FB1747  PID         -  FB1747
 FB1747  STATE/COUNTY-  TN/KNOX
 FB1747  USGS QUAD   -  KNOXVILLE (1978)
 FB1747
 FB1747                         *CURRENT SURVEY CONTROL
 FB1747  ___________________________________________________________________
 FB1747* NAD 83(1986)-  35 57 23.     (N)    083 55 19.     (W)     SCALED    
 FB1747* NAVD 88     -       263.818  (meters)     865.54   (feet)  ADJUSTED  
 FB1747  ___________________________________________________________________
 FB1747  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1747  DYNAMIC HT  -         263.576 (meters)     864.75  (feet)  COMP
 FB1747  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 FB1747
 FB1747  VERT ORDER  -  FIRST     CLASS II
 FB1747
 FB1747.The horizontal coordinates were scaled from a topographic map and have
 FB1747.an estimated accuracy of +/- 6 seconds.
 FB1747
 FB1747.The orthometric height was determined by differential leveling
 FB1747.and adjusted by the National Geodetic Survey in June 1991..
 FB1747.WARNING-Repeat measurements at this control monument indicate possible
 FB1747.vertical movement.
 FB1747
 FB1747.The geoid height was determined by GEOID03.
 FB1747
 FB1747.The dynamic height is computed by dividing the NAVD 88
 FB1747.geopotential number by the normal gravity value computed on the
 FB1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1747.degrees latitude (g = 980.6199 gals.).
 FB1747
 FB1747.The modeled gravity was interpolated from observed gravity values.
 FB1747
 FB1747;                    North         East    Units  Estimated Accuracy
 FB1747;SPC TN       -   182,070.      787,450.      MT  (+/- 180 meters Scaled)
 FB1747
 FB1747                          SUPERSEDED SURVEY CONTROL
 FB1747
 FB1747  NGVD 29 (12/12/91)  263.952  (m)          865.98   (f) ADJUSTED    1 2
 FB1747
 FB1747.Superseded values are not recommended for survey control.
 FB1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1747.See file dsdata.txt to determine how the superseded data were derived.
 FB1747
 FB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV364830(NAD 83)
 FB1747_MARKER: R = RIVET
 FB1747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1747_SP_SET: BRIDGE
 FB1747_MARK LOGO: SOURR 
 FB1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1747
 FB1747  HISTORY     - Date     Condition        Report By
 FB1747  HISTORY     - UNK      MONUMENTED       SOURR
 FB1747  HISTORY     - 1950     GOOD             NGS
 FB1747  HISTORY     - 1983     GOOD             NGS
 FB1747
 FB1747                          STATION DESCRIPTION
 FB1747
 FB1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1747'AT KNOXVILLE.
 FB1747'AT KNOXVILLE, KNOX COUNTY, ON THE KNOXVILLE-MARYVILLE BRANCH
 FB1747'OF THE SOUTHERN RAILWAY, 18 FEET NORTHWEST OF THE NORTHWEST END
 FB1747'OF THE BRIDGE OVER TENNESSEE RIVER, 2.1 FEET SOUTHWEST OF THE
 FB1747'SOUTHWEST RAIL, AND IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 FB1747'BASE SUPPORTING INTERLOCKING APPARATUS.  A STANDARD MONEL-METAL
 FB1747'RIVET.
 FB1747
 FB1747                          STATION RECOVERY (1983)
 FB1747
 FB1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1747'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.8 KM (1.1 MI)
 FB1747'SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE SOUTHERN STATION IN
 FB1747'KNOXVILLE, TO THE MARK ON THE RIGHT, IN TOP OF THE EAST CORNER OF AN
 FB1747'ABANDONED 0.60 METER (2.0 FT) BY 0.91 METER (3.0 FT) CONCRETE BASE AT
 FB1747'THE NORTHWEST END OF THE BRIDGE OVER THE TENNESSEE RIVER, 1.07 METERS
 FB1747'(3.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 22.55 METER (74.0 FT) SOUTH
 FB1747'OF THE SOUTHERNMOST CORNER OF A BRICK 2-STORY APARTMENT BUILDING AT
 FB1747'830 WEST HILL AVENUE, 5.49 METERS (18.0 FT) NORTHWEST OF THE NORTHWEST
 FB1747'END OF THE BRIDGE.
 FB1747'THE MARK IS 107 METERS  SW FROM A WITNESS POST.
 FB1747'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0031 ***********************************************************************
 GA0031  DESIGNATION -  RV 10
 GA0031  PID         -  GA0031
 GA0031  STATE/COUNTY-  TN/SULLIVAN
 GA0031  USGS QUAD   -  BRISTOL (1991)
 GA0031
 GA0031                         *CURRENT SURVEY CONTROL
 GA0031  ___________________________________________________________________
 GA0031* NAD 83(1986)-  36 33 03.     (N)    082 10 39.     (W)     SCALED    
 GA0031* NAVD 88     -       488.061  (meters)    1601.25   (feet)  ADJUSTED  
 GA0031  ___________________________________________________________________
 GA0031  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0031  DYNAMIC HT  -         487.616 (meters)    1599.79  (feet)  COMP
 GA0031  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 GA0031
 GA0031  VERT ORDER  -  FIRST     CLASS II
 GA0031
 GA0031.The horizontal coordinates were scaled from a topographic map and have
 GA0031.an estimated accuracy of +/- 6 seconds.
 GA0031
 GA0031.The orthometric height was determined by differential leveling
 GA0031.and adjusted by the National Geodetic Survey in June 1991..
 GA0031
 GA0031.The geoid height was determined by GEOID03.
 GA0031
 GA0031.The dynamic height is computed by dividing the NAVD 88
 GA0031.geopotential number by the normal gravity value computed on the
 GA0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0031.degrees latitude (g = 980.6199 gals.).
 GA0031
 GA0031.The modeled gravity was interpolated from observed gravity values.
 GA0031
 GA0031;                    North         East    Units  Estimated Accuracy
 GA0031;SPC TN       -   252,720.      942,160.      MT  (+/- 180 meters Scaled)
 GA0031
 GA0031                          SUPERSEDED SURVEY CONTROL
 GA0031
 GA0031  NGVD 29 (??/??/92)  488.213  (m)         1601.75   (f) ADJ UNCH    1 2
 GA0031
 GA0031.Superseded values are not recommended for survey control.
 GA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0031.See file dsdata.txt to determine how the superseded data were derived.
 GA0031
 GA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA946456(NAD 83)
 GA0031_MARKER: R = RIVET
 GA0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0031_SP_SET: UNDERPASS
 GA0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0031
 GA0031  HISTORY     - Date     Condition        Report By
 GA0031  HISTORY     - UNK      MONUMENTED       SOURR
 GA0031  HISTORY     - 1958     MARK NOT FOUND   TVA
 GA0031
 GA0031                          STATION DESCRIPTION
 GA0031
 GA0031'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 GA0031'3.5 MI S FROM BRISTOL.
 GA0031'3.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0031'SULLIVAN COUNTY, 863 YARDS SOUTH OF MILEPOST 3, AT THE WEAVER
 GA0031'PIKE UNDERPASS, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GA0031'ABUTMENT, 3 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 6 INCHES
 GA0031'LOWER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0761 ***********************************************************************
 GA0761  DESIGNATION -  RV 101
 GA0761  PID         -  GA0761
 GA0761  STATE/COUNTY-  TN/WASHINGTON
 GA0761  USGS QUAD   -  TELFORD (1971)
 GA0761
 GA0761                         *CURRENT SURVEY CONTROL
 GA0761  ___________________________________________________________________
 GA0761* NAD 83(1986)-  36 14 44.     (N)    082 33 13.     (W)     SCALED    
 GA0761* NAVD 88     -       463.553  (meters)    1520.84   (feet)  ADJUSTED  
 GA0761  ___________________________________________________________________
 GA0761  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0761  DYNAMIC HT  -         463.111 (meters)    1519.39  (feet)  COMP
 GA0761  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 GA0761
 GA0761  VERT ORDER  -  SECOND    CLASS 0
 GA0761
 GA0761.The horizontal coordinates were scaled from a topographic map and have
 GA0761.an estimated accuracy of +/- 6 seconds.
 GA0761
 GA0761.The orthometric height was determined by differential leveling
 GA0761.and adjusted by the National Geodetic Survey in June 1991..
 GA0761
 GA0761.The geoid height was determined by GEOID03.
 GA0761
 GA0761.The dynamic height is computed by dividing the NAVD 88
 GA0761.geopotential number by the normal gravity value computed on the
 GA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0761.degrees latitude (g = 980.6199 gals.).
 GA0761
 GA0761.The modeled gravity was interpolated from observed gravity values.
 GA0761
 GA0761;                    North         East    Units  Estimated Accuracy
 GA0761;SPC TN       -   217,620.      909,700.      MT  (+/- 180 meters Scaled)
 GA0761
 GA0761                          SUPERSEDED SURVEY CONTROL
 GA0761
 GA0761  NGVD 29 (??/??/92)  463.694  (m)         1521.30   (f) ADJ UNCH    2 0
 GA0761
 GA0761.Superseded values are not recommended for survey control.
 GA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0761.See file dsdata.txt to determine how the superseded data were derived.
 GA0761
 GA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA604123(NAD 83)
 GA0761_MARKER: R = RIVET
 GA0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0761_SP_SET: BRIDGE
 GA0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0761
 GA0761  HISTORY     - Date     Condition        Report By
 GA0761  HISTORY     - UNK      MONUMENTED       SOURR
 GA0761  HISTORY     - 1955     GOOD             NGS
 GA0761
 GA0761                          STATION DESCRIPTION
 GA0761
 GA0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0761'5.5 MI W FROM JONESBORO.
 GA0761'5.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0761'JONESBORO, WASHINGTON COUNTY, AT BRIDGE 38.6 A OVER LIMESTONE CREEK,
 GA0761'IN THE TOP OF THE BACK WALL OF THE EAST CONCRETE ABUTMENT, AND
 GA0761'6.8 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 GA0761'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0684 ***********************************************************************
 FB0684  DESIGNATION -  RV 102
 FB0684  PID         -  FB0684
 FB0684  STATE/COUNTY-  TN/COCKE
 FB0684  USGS QUAD   -  PAINT ROCK (1991)
 FB0684
 FB0684                         *CURRENT SURVEY CONTROL
 FB0684  ___________________________________________________________________
 FB0684* NAD 83(1986)-  35 55 03.     (N)    082 58 29.     (W)     SCALED    
 FB0684* NAVD 88     -       357.060  (meters)    1171.45   (feet)  ADJUSTED  
 FB0684  ___________________________________________________________________
 FB0684  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0684  DYNAMIC HT  -         356.715 (meters)    1170.32  (feet)  COMP
 FB0684  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FB0684
 FB0684  VERT ORDER  -  FIRST     CLASS I
 FB0684
 FB0684.The horizontal coordinates were scaled from a topographic map and have
 FB0684.an estimated accuracy of +/- 6 seconds.
 FB0684
 FB0684.The orthometric height was determined by differential leveling
 FB0684.and adjusted by the National Geodetic Survey in June 1991..
 FB0684
 FB0684.The geoid height was determined by GEOID03.
 FB0684
 FB0684.The dynamic height is computed by dividing the NAVD 88
 FB0684.geopotential number by the normal gravity value computed on the
 FB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0684.degrees latitude (g = 980.6199 gals.).
 FB0684
 FB0684.The modeled gravity was interpolated from observed gravity values.
 FB0684
 FB0684;                    North         East    Units  Estimated Accuracy
 FB0684;SPC TN       -   179,980.      873,000.      MT  (+/- 180 meters Scaled)
 FB0684
 FB0684                          SUPERSEDED SURVEY CONTROL
 FB0684
 FB0684  NGVD 29 (??/??/92)  357.211  (m)         1171.95   (f) ADJ UNCH    1 1
 FB0684
 FB0684.Superseded values are not recommended for survey control.
 FB0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0684.See file dsdata.txt to determine how the superseded data were derived.
 FB0684
 FB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218766(NAD 83)
 FB0684_MARKER: R = RIVET
 FB0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0684_SP_SET: FOUNDATION
 FB0684_MARK LOGO: SOURR 
 FB0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0684
 FB0684  HISTORY     - Date     Condition        Report By
 FB0684  HISTORY     - UNK      MONUMENTED       SOURR
 FB0684  HISTORY     - 1967     GOOD             NGS
 FB0684
 FB0684                          STATION DESCRIPTION
 FB0684
 FB0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0684'3.9 MI E FROM DEL RIO.
 FB0684'ABOUT 3.9 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0684'FROM THE STATION AT DEL RIO, 0.2 MILE SOUTH OF MILEPOST 191,
 FB0684'9 RAILS SOUTH OF A RADIO TOWER, 6 1/2 FEET WEST OF THE WEST RAIL
 FB0684'OF THE TRACK, A MONEL RIVET SET IN THE TOP OF THE SOUTHEAST
 FB0684'CORNER OF THE CONCRETE FOUNDATION OF SEMAPHORE NUMBER S 1911,
 FB0684'ABOUT LEVEL WITH THE SURFACE OF THE GROUND, AND ABOUT 2 FEET
 FB0684'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0763 ***********************************************************************
 GA0763  DESIGNATION -  RV 102
 GA0763  PID         -  GA0763
 GA0763  STATE/COUNTY-  TN/WASHINGTON
 GA0763  USGS QUAD   -  LEESBURG (1971)
 GA0763
 GA0763                         *CURRENT SURVEY CONTROL
 GA0763  ___________________________________________________________________
 GA0763* NAD 83(1986)-  36 15 16.     (N)    082 31 57.     (W)     SCALED    
 GA0763* NAVD 88     -       479.154  (meters)    1572.02   (feet)  ADJUSTED  
 GA0763  ___________________________________________________________________
 GA0763  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0763  DYNAMIC HT  -         478.697 (meters)    1570.53  (feet)  COMP
 GA0763  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 GA0763
 GA0763  VERT ORDER  -  SECOND    CLASS 0
 GA0763
 GA0763.The horizontal coordinates were scaled from a topographic map and have
 GA0763.an estimated accuracy of +/- 6 seconds.
 GA0763
 GA0763.The orthometric height was determined by differential leveling
 GA0763.and adjusted by the National Geodetic Survey in June 1991..
 GA0763
 GA0763.The geoid height was determined by GEOID03.
 GA0763
 GA0763.The dynamic height is computed by dividing the NAVD 88
 GA0763.geopotential number by the normal gravity value computed on the
 GA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0763.degrees latitude (g = 980.6199 gals.).
 GA0763
 GA0763.The modeled gravity was interpolated from observed gravity values.
 GA0763
 GA0763;                    North         East    Units  Estimated Accuracy
 GA0763;SPC TN       -   218,670.      911,560.      MT  (+/- 180 meters Scaled)
 GA0763
 GA0763                          SUPERSEDED SURVEY CONTROL
 GA0763
 GA0763  NGVD 29 (??/??/92)  479.294  (m)         1572.48   (f) ADJ UNCH    2 0
 GA0763
 GA0763.Superseded values are not recommended for survey control.
 GA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0763.See file dsdata.txt to determine how the superseded data were derived.
 GA0763
 GA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA623132(NAD 83)
 GA0763_MARKER: R = RIVET
 GA0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0763_SP_SET: CONCRETE BASE
 GA0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0763
 GA0763  HISTORY     - Date     Condition        Report By
 GA0763  HISTORY     - UNK      MONUMENTED       SOURR
 GA0763  HISTORY     - 1934     GOOD             NGS
 GA0763
 GA0763                          STATION DESCRIPTION
 GA0763
 GA0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0763'4.1 MI W FROM JONESBORO.
 GA0763'4.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0763'JONESBORO, WASHINGTON COUNTY, AT THE EAST SWITCH OF A PASSING
 GA0763'TRACK AT TELFORD, AT SIGNAL 372 A, IN THE TOP OF THE NORTHEAST
 GA0763'CORNER OF THE CONCRETE BASE, AND 9.6 FEET SOUTH OF THE CENTERLINE
 GA0763'OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0552 ***********************************************************************
 GA0552  DESIGNATION -  RV 103
 GA0552  PID         -  GA0552
 GA0552  STATE/COUNTY-  TN/WASHINGTON
 GA0552  USGS QUAD   -  LEESBURG (1971)
 GA0552
 GA0552                         *CURRENT SURVEY CONTROL
 GA0552  ___________________________________________________________________
 GA0552* NAD 83(1986)-  36 16 27.     (N)    082 30 08.     (W)     SCALED    
 GA0552* NAVD 88     -       514.560  (meters)    1688.19   (feet)  ADJUSTED  
 GA0552  ___________________________________________________________________
 GA0552  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0552  DYNAMIC HT  -         514.069 (meters)    1686.57  (feet)  COMP
 GA0552  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 GA0552
 GA0552  VERT ORDER  -  SECOND    CLASS 0
 GA0552
 GA0552.The horizontal coordinates were scaled from a topographic map and have
 GA0552.an estimated accuracy of +/- 6 seconds.
 GA0552
 GA0552.The orthometric height was determined by differential leveling
 GA0552.and adjusted by the National Geodetic Survey in June 1991..
 GA0552
 GA0552.The geoid height was determined by GEOID03.
 GA0552
 GA0552.The dynamic height is computed by dividing the NAVD 88
 GA0552.geopotential number by the normal gravity value computed on the
 GA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0552.degrees latitude (g = 980.6199 gals.).
 GA0552
 GA0552.The modeled gravity was interpolated from observed gravity values.
 GA0552
 GA0552;                    North         East    Units  Estimated Accuracy
 GA0552;SPC TN       -   220,950.      914,200.      MT  (+/- 180 meters Scaled)
 GA0552
 GA0552                          SUPERSEDED SURVEY CONTROL
 GA0552
 GA0552  NGVD 29 (??/??/92)  514.694  (m)         1688.63   (f) ADJ UNCH    2 0
 GA0552
 GA0552.Superseded values are not recommended for survey control.
 GA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0552.See file dsdata.txt to determine how the superseded data were derived.
 GA0552
 GA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA650154(NAD 83)
 GA0552_MARKER: R = RIVET
 GA0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0552_SP_SET: BASE
 GA0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0552
 GA0552  HISTORY     - Date     Condition        Report By
 GA0552  HISTORY     - UNK      MONUMENTED       SOURR
 GA0552  HISTORY     - 1934     GOOD             NGS
 GA0552
 GA0552                          STATION DESCRIPTION
 GA0552
 GA0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0552'1.9 MI SW FROM JONESBORO.
 GA0552'1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0552'AT JONESBORO, WASHINGTON COUNTY, 35 FEET EAST OF MILEPOST 35,
 GA0552'AT SIGNAL 348 A, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GA0552'CONCRETE BASE, AND 9 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GA0552'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0555 ***********************************************************************
 GA0555  DESIGNATION -  RV 104
 GA0555  PID         -  GA0555
 GA0555  STATE/COUNTY-  TN/WASHINGTON
 GA0555  USGS QUAD   -  JONESBOROUGH (1968)
 GA0555
 GA0555                         *CURRENT SURVEY CONTROL
 GA0555  ___________________________________________________________________
 GA0555* NAD 83(1986)-  36 17 30.     (N)    082 28 35.     (W)     SCALED    
 GA0555* NAVD 88     -       513.779  (meters)    1685.62   (feet)  ADJUSTED  
 GA0555  ___________________________________________________________________
 GA0555  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0555  DYNAMIC HT  -         513.288 (meters)    1684.01  (feet)  COMP
 GA0555  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 GA0555
 GA0555  VERT ORDER  -  SECOND    CLASS 0
 GA0555
 GA0555.The horizontal coordinates were scaled from a topographic map and have
 GA0555.an estimated accuracy of +/- 6 seconds.
 GA0555
 GA0555.The orthometric height was determined by differential leveling
 GA0555.and adjusted by the National Geodetic Survey in June 1991..
 GA0555
 GA0555.The geoid height was determined by GEOID03.
 GA0555
 GA0555.The dynamic height is computed by dividing the NAVD 88
 GA0555.geopotential number by the normal gravity value computed on the
 GA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0555.degrees latitude (g = 980.6199 gals.).
 GA0555
 GA0555.The modeled gravity was interpolated from observed gravity values.
 GA0555
 GA0555;                    North         East    Units  Estimated Accuracy
 GA0555;SPC TN       -   222,980.      916,450.      MT  (+/- 180 meters Scaled)
 GA0555
 GA0555                          SUPERSEDED SURVEY CONTROL
 GA0555
 GA0555  NGVD 29 (??/??/92)  513.914  (m)         1686.07   (f) ADJ UNCH    2 0
 GA0555
 GA0555.Superseded values are not recommended for survey control.
 GA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0555.See file dsdata.txt to determine how the superseded data were derived.
 GA0555
 GA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA674173(NAD 83)
 GA0555_MARKER: R = RIVET
 GA0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0555_SP_SET: BASE
 GA0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0555
 GA0555  HISTORY     - Date     Condition        Report By
 GA0555  HISTORY     - UNK      MONUMENTED       SOURR
 GA0555  HISTORY     - 1934     GOOD             NGS
 GA0555  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0555
 GA0555                          STATION DESCRIPTION
 GA0555
 GA0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0555'AT JONESBORO.
 GA0555'AT JONESBORO, WASHINGTON COUNTY, ON THE SOUTHERN RAILWAY, 20
 GA0555'FEET EAST OF MILEPOST 33, 75 FEET WEST OF A CROSSING, AT SIGNAL
 GA0555'331 A, IN THE TOP OF THE CONCRETE BASE, AND 9 FEET NORTH OF THE
 GA0555'CENTERLINE OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 GA0555
 GA0555                          STATION RECOVERY (2001)
 GA0555
 GA0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1174 ***********************************************************************
 FB1174  DESIGNATION -  RV 105
 FB1174  PID         -  FB1174
 FB1174  STATE/COUNTY-  TN/COCKE
 FB1174  USGS QUAD   -  NEWPORT (1992)
 FB1174
 FB1174                         *CURRENT SURVEY CONTROL
 FB1174  ___________________________________________________________________
 FB1174* NAD 83(1986)-  35 57 38.     (N)    083 10 25.     (W)     SCALED    
 FB1174* NAVD 88     -       331.507  (meters)    1087.62   (feet)  ADJUSTED  
 FB1174  ___________________________________________________________________
 FB1174  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1174  DYNAMIC HT  -         331.193 (meters)    1086.59  (feet)  COMP
 FB1174  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 FB1174
 FB1174  VERT ORDER  -  FIRST     CLASS I
 FB1174
 FB1174.The horizontal coordinates were scaled from a topographic map and have
 FB1174.an estimated accuracy of +/- 6 seconds.
 FB1174
 FB1174.The orthometric height was determined by differential leveling
 FB1174.and adjusted by the National Geodetic Survey in June 1991..
 FB1174
 FB1174.The geoid height was determined by GEOID03.
 FB1174
 FB1174.The dynamic height is computed by dividing the NAVD 88
 FB1174.geopotential number by the normal gravity value computed on the
 FB1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1174.degrees latitude (g = 980.6199 gals.).
 FB1174
 FB1174.The modeled gravity was interpolated from observed gravity values.
 FB1174
 FB1174;                    North         East    Units  Estimated Accuracy
 FB1174;SPC TN       -   184,220.      854,920.      MT  (+/- 180 meters Scaled)
 FB1174
 FB1174                          SUPERSEDED SURVEY CONTROL
 FB1174
 FB1174  NGVD 29 (??/??/92)  331.656  (m)         1088.11   (f) ADJ UNCH    1 1
 FB1174
 FB1174.Superseded values are not recommended for survey control.
 FB1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1174.See file dsdata.txt to determine how the superseded data were derived.
 FB1174
 FB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV039817(NAD 83)
 FB1174_MARKER: R = RIVET
 FB1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1174_SP_SET: BRIDGE
 FB1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1174
 FB1174  HISTORY     - Date     Condition        Report By
 FB1174  HISTORY     - UNK      MONUMENTED       SOURR
 FB1174  HISTORY     - 1967     GOOD             NGS
 FB1174
 FB1174                          STATION DESCRIPTION
 FB1174
 FB1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1174'1 MI SE FROM NEWPORT.
 FB1174'ABOUT 1.0 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1174'RAILROAD FROM THE STATION AT NEWPORT, 0.4 MILE WEST OF MILEPOST
 FB1174'205, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, A
 FB1174'MONEL RIVET SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FB1174'CONCRETE ABUTMENT OF A STEEL RAILROAD BRIDGE OVER PIGEON CREEK,
 FB1174'14.7 FEET NORTHEAST AND ACROSS THE TRACK FROM BENCH MARK P 164,
 FB1174'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0561 ***********************************************************************
 GA0561  DESIGNATION -  RV 105
 GA0561  PID         -  GA0561
 GA0561  STATE/COUNTY-  TN/WASHINGTON
 GA0561  USGS QUAD   -  JONESBOROUGH (1968)
 GA0561
 GA0561                         *CURRENT SURVEY CONTROL
 GA0561  ___________________________________________________________________
 GA0561* NAD 83(1986)-  36 17 47.     (N)    082 26 49.     (W)     SCALED    
 GA0561* NAVD 88     -       548.740  (meters)    1800.32   (feet)  ADJUSTED  
 GA0561  ___________________________________________________________________
 GA0561  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0561  DYNAMIC HT  -         548.218 (meters)    1798.61  (feet)  COMP
 GA0561  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 GA0561
 GA0561  VERT ORDER  -  SECOND    CLASS 0
 GA0561
 GA0561.The horizontal coordinates were scaled from a topographic map and have
 GA0561.an estimated accuracy of +/- 6 seconds.
 GA0561
 GA0561.The orthometric height was determined by differential leveling
 GA0561.and adjusted by the National Geodetic Survey in June 1991..
 GA0561
 GA0561.The geoid height was determined by GEOID03.
 GA0561
 GA0561.The dynamic height is computed by dividing the NAVD 88
 GA0561.geopotential number by the normal gravity value computed on the
 GA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0561.degrees latitude (g = 980.6199 gals.).
 GA0561
 GA0561.The modeled gravity was interpolated from observed gravity values.
 GA0561
 GA0561;                    North         East    Units  Estimated Accuracy
 GA0561;SPC TN       -   223,600.      919,080.      MT  (+/- 180 meters Scaled)
 GA0561
 GA0561                          SUPERSEDED SURVEY CONTROL
 GA0561
 GA0561  NGVD 29 (??/??/92)  548.870  (m)         1800.75   (f) ADJ UNCH    2 0
 GA0561
 GA0561.Superseded values are not recommended for survey control.
 GA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0561.See file dsdata.txt to determine how the superseded data were derived.
 GA0561
 GA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA700177(NAD 83)
 GA0561_MARKER: R = RIVET
 GA0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0561_SP_SET: BASE
 GA0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0561
 GA0561  HISTORY     - Date     Condition        Report By
 GA0561  HISTORY     - UNK      MONUMENTED       SOURR
 GA0561  HISTORY     - 1934     GOOD             NGS
 GA0561  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0561
 GA0561                          STATION DESCRIPTION
 GA0561
 GA0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0561'2.1 MI E FROM JONESBORO.
 GA0561'2.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0561'JONESBORO, WASHINGTON COUNTY, 115 FEET WEST OF MILEPOST 31, AT
 GA0561'A SIGNAL FEED, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 GA0561'BASE, AND 10 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 GA0561'STANDARD MONEL-METAL RIVET.
 GA0561
 GA0561                          STATION RECOVERY (2001)
 GA0561
 GA0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0564 ***********************************************************************
 GA0564  DESIGNATION -  RV 106
 GA0564  PID         -  GA0564
 GA0564  STATE/COUNTY-  TN/WASHINGTON
 GA0564  USGS QUAD   -  JONESBOROUGH (1968)
 GA0564
 GA0564                         *CURRENT SURVEY CONTROL
 GA0564  ___________________________________________________________________
 GA0564* NAD 83(1986)-  36 18 32.     (N)    082 24 25.     (W)     SCALED    
 GA0564* NAVD 88     -       530.784  (meters)    1741.41   (feet)  ADJUSTED  
 GA0564  ___________________________________________________________________
 GA0564  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0564  DYNAMIC HT  -         530.281 (meters)    1739.76  (feet)  COMP
 GA0564  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 GA0564
 GA0564  VERT ORDER  -  SECOND    CLASS 0
 GA0564
 GA0564.The horizontal coordinates were scaled from a topographic map and have
 GA0564.an estimated accuracy of +/- 6 seconds.
 GA0564
 GA0564.The orthometric height was determined by differential leveling
 GA0564.and adjusted by the National Geodetic Survey in June 1991..
 GA0564
 GA0564.The geoid height was determined by GEOID03.
 GA0564
 GA0564.The dynamic height is computed by dividing the NAVD 88
 GA0564.geopotential number by the normal gravity value computed on the
 GA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0564.degrees latitude (g = 980.6199 gals.).
 GA0564
 GA0564.The modeled gravity was interpolated from observed gravity values.
 GA0564
 GA0564;                    North         East    Units  Estimated Accuracy
 GA0564;SPC TN       -   225,110.      922,620.      MT  (+/- 180 meters Scaled)
 GA0564
 GA0564                          SUPERSEDED SURVEY CONTROL
 GA0564
 GA0564  NGVD 29 (??/??/92)  530.921  (m)         1741.86   (f) ADJ UNCH    2 0
 GA0564
 GA0564.Superseded values are not recommended for survey control.
 GA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0564.See file dsdata.txt to determine how the superseded data were derived.
 GA0564
 GA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA736191(NAD 83)
 GA0564_MARKER: R = RIVET
 GA0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0564_SP_SET: BASE
 GA0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0564
 GA0564  HISTORY     - Date     Condition        Report By
 GA0564  HISTORY     - UNK      MONUMENTED       SOURR
 GA0564  HISTORY     - 1934     GOOD             NGS
 GA0564  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0564
 GA0564                          STATION DESCRIPTION
 GA0564
 GA0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0564'3.3 MI W FROM JOHNSON CITY.
 GA0564'3.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0564'JOHNSON CITY, WASHINGTON COUNTY, AT SIGNAL 282 A, IN THE TOP OF
 GA0564'THE NORTHEAST CORNER OF THE CONCRETE BASE, AND 9 FEET SOUTH OF
 GA0564'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 GA0564
 GA0564                          STATION RECOVERY (2001)
 GA0564
 GA0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1163 ***********************************************************************
 FB1163  DESIGNATION -  RV 106
 FB1163  PID         -  FB1163
 FB1163  STATE/COUNTY-  TN/COCKE
 FB1163  USGS QUAD   -  NEWPORT (1992)
 FB1163
 FB1163                         *CURRENT SURVEY CONTROL
 FB1163  ___________________________________________________________________
 FB1163* NAD 83(1986)-  35 59 28.     (N)    083 11 43.     (W)     SCALED    
 FB1163* NAVD 88     -       314.838  (meters)    1032.93   (feet)  ADJUSTED  
 FB1163  ___________________________________________________________________
 FB1163  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB1163  DYNAMIC HT  -         314.541 (meters)    1031.96  (feet)  COMP
 FB1163  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FB1163
 FB1163  VERT ORDER  -  FIRST     CLASS I
 FB1163
 FB1163.The horizontal coordinates were scaled from a topographic map and have
 FB1163.an estimated accuracy of +/- 6 seconds.
 FB1163
 FB1163.The orthometric height was determined by differential leveling
 FB1163.and adjusted by the National Geodetic Survey in June 1991..
 FB1163
 FB1163.The geoid height was determined by GEOID03.
 FB1163
 FB1163.The dynamic height is computed by dividing the NAVD 88
 FB1163.geopotential number by the normal gravity value computed on the
 FB1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1163.degrees latitude (g = 980.6199 gals.).
 FB1163
 FB1163.The modeled gravity was interpolated from observed gravity values.
 FB1163
 FB1163;                    North         East    Units  Estimated Accuracy
 FB1163;SPC TN       -   187,550.      852,870.      MT  (+/- 180 meters Scaled)
 FB1163
 FB1163                          SUPERSEDED SURVEY CONTROL
 FB1163
 FB1163  NGVD 29 (??/??/92)  314.980  (m)         1033.40   (f) ADJ UNCH    1 1
 FB1163
 FB1163.Superseded values are not recommended for survey control.
 FB1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1163.See file dsdata.txt to determine how the superseded data were derived.
 FB1163
 FB1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV021851(NAD 83)
 FB1163_MARKER: R = RIVET
 FB1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1163_SP_SET: BRIDGE
 FB1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1163
 FB1163  HISTORY     - Date     Condition        Report By
 FB1163  HISTORY     - UNK      MONUMENTED       CGS
 FB1163  HISTORY     - 1967     GOOD             NGS
 FB1163
 FB1163                          STATION DESCRIPTION
 FB1163
 FB1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1163'2.3 MI N FROM NEWPORT.
 FB1163'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1163'FROM THE STATION AT NEWPORT, 0.25 MILE SOUTH OF MILEPOST 209,
 FB1163'4 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, A MONEL RIVET
 FB1163'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 FB1163'OF A STEEL RAILROAD BRIDGE OVER SINKING CREEK, 1.5 FEET SOUTHEAST
 FB1163'OF THE SOUTH END OF THE WEST STEEL RAILING OF THE BRIDGE, AND
 FB1163'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1759 ***********************************************************************
 GA1759  DESIGNATION -  RV 107
 GA1759  PID         -  GA1759
 GA1759  STATE/COUNTY-  TN/COCKE
 GA1759  USGS QUAD   -  RANKIN (1980)
 GA1759
 GA1759                         *CURRENT SURVEY CONTROL
 GA1759  ___________________________________________________________________
 GA1759* NAD 83(1986)-  36 04 44.     (N)    083 14 24.     (W)     SCALED    
 GA1759* NAVD 88     -       302.575  (meters)     992.70   (feet)  ADJUSTED  
 GA1759  ___________________________________________________________________
 GA1759  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1759  DYNAMIC HT  -         302.293 (meters)     991.77  (feet)  COMP
 GA1759  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 GA1759
 GA1759  VERT ORDER  -  FIRST     CLASS II
 GA1759
 GA1759.The horizontal coordinates were scaled from a topographic map and have
 GA1759.an estimated accuracy of +/- 6 seconds.
 GA1759
 GA1759.The orthometric height was determined by differential leveling
 GA1759.and adjusted by the National Geodetic Survey in June 1991..
 GA1759
 GA1759.The geoid height was determined by GEOID03.
 GA1759
 GA1759.The dynamic height is computed by dividing the NAVD 88
 GA1759.geopotential number by the normal gravity value computed on the
 GA1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1759.degrees latitude (g = 980.6199 gals.).
 GA1759
 GA1759.The modeled gravity was interpolated from observed gravity values.
 GA1759
 GA1759;                    North         East    Units  Estimated Accuracy
 GA1759;SPC TN       -   197,170.      848,560.      MT  (+/- 180 meters Scaled)
 GA1759
 GA1759                          SUPERSEDED SURVEY CONTROL
 GA1759
 GA1759  NGVD 29 (??/??/92)  302.723  (m)          993.18   (f) ADJ UNCH    1 2
 GA1759
 GA1759.Superseded values are not recommended for survey control.
 GA1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1759.See file dsdata.txt to determine how the superseded data were derived.
 GA1759
 GA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV983950(NAD 83)
 GA1759_MARKER: R = RIVET
 GA1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1759_SP_SET: COAL CHUTE
 GA1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1759
 GA1759  HISTORY     - Date     Condition        Report By
 GA1759  HISTORY     - UNK      MONUMENTED       SOURR
 GA1759  HISTORY     - 1935     GOOD             NGS
 GA1759  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1759
 GA1759                          STATION DESCRIPTION
 GA1759
 GA1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1759'3.6 MI SE FROM WHITE PINE.
 GA1759'IN COCKE COUNTY, 3.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GA1759'FROM THE STATION AT WHITE PINE, JEFFERSON COUNTY, 17 YARDS
 GA1759'SOUTHWEST OF A PRIVATE-ROAD CROSSING, IN THE BASE OF THE SOUTHEAST
 GA1759'COLUMN OF A COAL CHUTE, 6 YARDS SOUTHEAST OF THE SOUTHEAST
 GA1759'RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE TOP OF THE
 GA1759'RAIL.  A MONEL-METAL RIVET.
 GA1759
 GA1759                          STATION RECOVERY (1967)
 GA1759
 GA1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0568 ***********************************************************************
 GA0568  DESIGNATION -  RV 107
 GA0568  PID         -  GA0568
 GA0568  STATE/COUNTY-  TN/WASHINGTON
 GA0568  USGS QUAD   -  JOHNSON CITY (1968)
 GA0568
 GA0568                         *CURRENT SURVEY CONTROL
 GA0568  ___________________________________________________________________
 GA0568* NAD 83(1986)-  36 18 22.     (N)    082 22 20.     (W)     SCALED    
 GA0568* NAVD 88     -       503.745  (meters)    1652.70   (feet)  ADJUSTED  
 GA0568  ___________________________________________________________________
 GA0568  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0568  DYNAMIC HT  -         503.267 (meters)    1651.14  (feet)  COMP
 GA0568  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0568
 GA0568  VERT ORDER  -  SECOND    CLASS 0
 GA0568
 GA0568.The horizontal coordinates were scaled from a topographic map and have
 GA0568.an estimated accuracy of +/- 6 seconds.
 GA0568
 GA0568.The orthometric height was determined by differential leveling
 GA0568.and adjusted by the National Geodetic Survey in June 1991..
 GA0568
 GA0568.The geoid height was determined by GEOID03.
 GA0568
 GA0568.The dynamic height is computed by dividing the NAVD 88
 GA0568.geopotential number by the normal gravity value computed on the
 GA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0568.degrees latitude (g = 980.6199 gals.).
 GA0568
 GA0568.The modeled gravity was interpolated from observed gravity values.
 GA0568
 GA0568;                    North         East    Units  Estimated Accuracy
 GA0568;SPC TN       -   224,920.      925,750.      MT  (+/- 180 meters Scaled)
 GA0568
 GA0568                          SUPERSEDED SURVEY CONTROL
 GA0568
 GA0568  NGVD 29 (??/??/92)  503.887  (m)         1653.17   (f) ADJ UNCH    2 0
 GA0568
 GA0568.Superseded values are not recommended for survey control.
 GA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0568.See file dsdata.txt to determine how the superseded data were derived.
 GA0568
 GA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA768187(NAD 83)
 GA0568_MARKER: R = RIVET
 GA0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0568_SP_SET: SIGNAL
 GA0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0568
 GA0568  HISTORY     - Date     Condition        Report By
 GA0568  HISTORY     - UNK      MONUMENTED       SOURR
 GA0568  HISTORY     - 1934     GOOD             NGS
 GA0568  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0568
 GA0568                          STATION DESCRIPTION
 GA0568
 GA0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0568'1.2 MI W FROM JOHNSON CITY.
 GA0568'1.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0568'JOHNSON CITY, WASHINGTON COUNTY, IN THE TOP OF THE CONCRETE BASE
 GA0568'OF SIGNAL BLOCK 262 A, AND 10 FEET SOUTH OF THE CENTERLINE OF THE
 GA0568'MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 GA0568
 GA0568                          STATION RECOVERY (2001)
 GA0568
 GA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0568'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1773 ***********************************************************************
 GA1773  DESIGNATION -  RV 109
 GA1773  PID         -  GA1773
 GA1773  STATE/COUNTY-  TN/HAMBLEN
 GA1773  USGS QUAD   -  MORRISTOWN (1979)
 GA1773
 GA1773                         *CURRENT SURVEY CONTROL
 GA1773  ___________________________________________________________________
 GA1773* NAD 83(1986)-  36 08 03.     (N)    083 17 03.     (W)     SCALED    
 GA1773* NAVD 88     -       358.440  (meters)    1175.98   (feet)  ADJUSTED  
 GA1773  ___________________________________________________________________
 GA1773  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1773  DYNAMIC HT  -         358.105 (meters)    1174.88  (feet)  COMP
 GA1773  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA1773
 GA1773  VERT ORDER  -  FIRST     CLASS I
 GA1773
 GA1773.The horizontal coordinates were scaled from a topographic map and have
 GA1773.an estimated accuracy of +/- 6 seconds.
 GA1773
 GA1773.The orthometric height was determined by differential leveling
 GA1773.and adjusted by the National Geodetic Survey in June 1991..
 GA1773
 GA1773.The geoid height was determined by GEOID03.
 GA1773
 GA1773.The dynamic height is computed by dividing the NAVD 88
 GA1773.geopotential number by the normal gravity value computed on the
 GA1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1773.degrees latitude (g = 980.6199 gals.).
 GA1773
 GA1773.The modeled gravity was interpolated from observed gravity values.
 GA1773
 GA1773;                    North         East    Units  Estimated Accuracy
 GA1773;SPC TN       -   203,190.      844,410.      MT  (+/- 180 meters Scaled)
 GA1773
 GA1773                          SUPERSEDED SURVEY CONTROL
 GA1773
 GA1773  NGVD 29 (??/??/92)  358.585  (m)         1176.46   (f) ADJ UNCH    1 1
 GA1773
 GA1773.Superseded values are not recommended for survey control.
 GA1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1773.See file dsdata.txt to determine how the superseded data were derived.
 GA1773
 GA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA944012(NAD 83)
 GA1773_MARKER: R = RIVET
 GA1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1773_SP_SET: CULVERT
 GA1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1773
 GA1773  HISTORY     - Date     Condition        Report By
 GA1773  HISTORY     - UNK      MONUMENTED       SOURR
 GA1773  HISTORY     - 1967     GOOD             NGS
 GA1773
 GA1773                          STATION DESCRIPTION
 GA1773
 GA1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1773'2.1 MI N FROM WHITE PINE.
 GA1773'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1773'FROM THE POST OFFICE AT WHITE PINE, 3 POLES NORTHEAST OF MILEPOST
 GA1773'221, 0.2 MILE SOUTHWEST OF THE RAILROAD UNDERPASS FOR INTERSTATE
 GA1773'HIGHWAY 81, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 GA1773'SET IN THE TOP OF THE EAST CORNER OF THE SOUTHWEST CONCRETE
 GA1773'ABUTMENT OF A TWIN CHANNEL CULVERT IN SINKING CREEK, 27.5 FEET
 GA1773'SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM BENCH MARK T 128, AND
 GA1773'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0032 ***********************************************************************
 GA0032  DESIGNATION -  RV 11
 GA0032  PID         -  GA0032
 GA0032  STATE/COUNTY-  TN/SULLIVAN
 GA0032  USGS QUAD   -  BRISTOL (1991)
 GA0032
 GA0032                         *CURRENT SURVEY CONTROL
 GA0032  ___________________________________________________________________
 GA0032* NAD 83(1986)-  36 32 35.     (N)    082 11 16.     (W)     SCALED    
 GA0032* NAVD 88     -       485.591  (meters)    1593.14   (feet)  ADJUSTED  
 GA0032  ___________________________________________________________________
 GA0032  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0032  DYNAMIC HT  -         485.147 (meters)    1591.69  (feet)  COMP
 GA0032  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA0032
 GA0032  VERT ORDER  -  FIRST     CLASS II
 GA0032
 GA0032.The horizontal coordinates were scaled from a topographic map and have
 GA0032.an estimated accuracy of +/- 6 seconds.
 GA0032
 GA0032.The orthometric height was determined by differential leveling
 GA0032.and adjusted by the National Geodetic Survey in June 1991..
 GA0032
 GA0032.The geoid height was determined by GEOID03.
 GA0032
 GA0032.The dynamic height is computed by dividing the NAVD 88
 GA0032.geopotential number by the normal gravity value computed on the
 GA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0032.degrees latitude (g = 980.6199 gals.).
 GA0032
 GA0032.The modeled gravity was interpolated from observed gravity values.
 GA0032
 GA0032;                    North         East    Units  Estimated Accuracy
 GA0032;SPC TN       -   251,820.      941,270.      MT  (+/- 180 meters Scaled)
 GA0032
 GA0032                          SUPERSEDED SURVEY CONTROL
 GA0032
 GA0032  NGVD 29 (??/??/92)  485.743  (m)         1593.64   (f) ADJ UNCH    1 2
 GA0032
 GA0032.Superseded values are not recommended for survey control.
 GA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0032.See file dsdata.txt to determine how the superseded data were derived.
 GA0032
 GA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA936448(NAD 83)
 GA0032_MARKER: R = RIVET
 GA0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0032_SP_SET: SIGNAL POST
 GA0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0032
 GA0032  HISTORY     - Date     Condition        Report By
 GA0032  HISTORY     - UNK      MONUMENTED       SOURR
 GA0032  HISTORY     - 1960     GOOD             TVA
 GA0032
 GA0032                          STATION DESCRIPTION
 GA0032
 GA0032'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0032'4.4 MI S FROM BRISTOL.
 GA0032'4.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0032'SULLIVAN COUNTY, 495 YARDS SOUTH OF MILEPOST 4, AT SIGNAL POST
 GA0032'44 A, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE,
 GA0032'AND 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD
 GA0032'MONEL-METAL RIVET.  NOW LOCATED ACROSS BLACKTOP COUNTY ROAD
 GA0032'FROM SOUTHWEST CORNER OF MAIN BUILDING OF RAYTHEON PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1778 ***********************************************************************
 GA1778  DESIGNATION -  RV 110
 GA1778  PID         -  GA1778
 GA1778  STATE/COUNTY-  TN/HAMBLEN
 GA1778  USGS QUAD   -  MORRISTOWN (1979)
 GA1778
 GA1778                         *CURRENT SURVEY CONTROL
 GA1778  ___________________________________________________________________
 GA1778* NAD 83(1986)-  36 09 43.     (N)    083 17 09.     (W)     SCALED    
 GA1778* NAVD 88     -       390.970  (meters)    1282.71   (feet)  ADJUSTED  
 GA1778  ___________________________________________________________________
 GA1778  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1778  DYNAMIC HT  -         390.604 (meters)    1281.51  (feet)  COMP
 GA1778  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 GA1778
 GA1778  VERT ORDER  -  FIRST     CLASS II
 GA1778
 GA1778.The horizontal coordinates were scaled from a topographic map and have
 GA1778.an estimated accuracy of +/- 6 seconds.
 GA1778
 GA1778.The orthometric height was determined by differential leveling
 GA1778.and adjusted by the National Geodetic Survey in June 1991..
 GA1778
 GA1778.The geoid height was determined by GEOID03.
 GA1778
 GA1778.The dynamic height is computed by dividing the NAVD 88
 GA1778.geopotential number by the normal gravity value computed on the
 GA1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1778.degrees latitude (g = 980.6199 gals.).
 GA1778
 GA1778.The modeled gravity was interpolated from observed gravity values.
 GA1778
 GA1778;                    North         East    Units  Estimated Accuracy
 GA1778;SPC TN       -   206,270.      844,180.      MT  (+/- 180 meters Scaled)
 GA1778
 GA1778                          SUPERSEDED SURVEY CONTROL
 GA1778
 GA1778  NGVD 29 (??/??/92)  391.107  (m)         1283.16   (f) ADJ UNCH    1 2
 GA1778
 GA1778.Superseded values are not recommended for survey control.
 GA1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1778.See file dsdata.txt to determine how the superseded data were derived.
 GA1778
 GA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA943043(NAD 83)
 GA1778_MARKER: R = RIVET
 GA1778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1778_SP_SET: BRIDGE
 GA1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1778
 GA1778  HISTORY     - Date     Condition        Report By
 GA1778  HISTORY     - UNK      MONUMENTED       SOURR
 GA1778  HISTORY     - 1949     GOOD             NGS
 GA1778  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1778
 GA1778                          STATION DESCRIPTION
 GA1778
 GA1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1778'4.1 MI N FROM WHITE PINE.
 GA1778'AT HAMBLEN COUNTY, 4.1 MILES NORTH ALONG THE SOUTHERN RAILWAY
 GA1778'FROM THE STATION AT WHITE PINE, JEFFERSON COUNTY, 32 RAILS WEST
 GA1778'OF MILEPOST 223, IN THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 GA1778'BRIDGE, 3 YARDS NORTH OF THE NORTH RAIL, AND 1 FOOT LOWER THAN
 GA1778'THE TOP OF THE RAIL.  A MONEL METAL RIVET.
 GA1778
 GA1778                          STATION RECOVERY (1967)
 GA1778
 GA1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1786 ***********************************************************************
 GA1786  DESIGNATION -  RV 112
 GA1786  PID         -  GA1786
 GA1786  STATE/COUNTY-  TN/HAMBLEN
 GA1786  USGS QUAD   -  MORRISTOWN (1979)
 GA1786
 GA1786                         *CURRENT SURVEY CONTROL
 GA1786  ___________________________________________________________________
 GA1786* NAD 83(1986)-  36 11 52.     (N)    083 16 48.     (W)     SCALED    
 GA1786* NAVD 88     -       414.543  (meters)    1360.05   (feet)  ADJUSTED  
 GA1786  ___________________________________________________________________
 GA1786  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1786  DYNAMIC HT  -         414.159 (meters)    1358.79  (feet)  COMP
 GA1786  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 GA1786
 GA1786  VERT ORDER  -  FIRST     CLASS I
 GA1786
 GA1786.The horizontal coordinates were scaled from a topographic map and have
 GA1786.an estimated accuracy of +/- 6 seconds.
 GA1786
 GA1786.The orthometric height was determined by differential leveling
 GA1786.and adjusted by the National Geodetic Survey in June 1991..
 GA1786
 GA1786.The geoid height was determined by GEOID03.
 GA1786
 GA1786.The dynamic height is computed by dividing the NAVD 88
 GA1786.geopotential number by the normal gravity value computed on the
 GA1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1786.degrees latitude (g = 980.6199 gals.).
 GA1786
 GA1786.The modeled gravity was interpolated from observed gravity values.
 GA1786
 GA1786;                    North         East    Units  Estimated Accuracy
 GA1786;SPC TN       -   210,260.      844,590.      MT  (+/- 180 meters Scaled)
 GA1786
 GA1786                          SUPERSEDED SURVEY CONTROL
 GA1786
 GA1786  NGVD 29 (??/??/92)  414.673  (m)         1360.47   (f) ADJ UNCH    1 1
 GA1786
 GA1786.Superseded values are not recommended for survey control.
 GA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1786.See file dsdata.txt to determine how the superseded data were derived.
 GA1786
 GA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA950082(NAD 83)
 GA1786_MARKER: R = RIVET
 GA1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1786_SP_SET: CULVERT
 GA1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1786
 GA1786  HISTORY     - Date     Condition        Report By
 GA1786  HISTORY     - UNK      MONUMENTED       SOURR
 GA1786  HISTORY     - 1967     GOOD             NGS
 GA1786
 GA1786                          STATION DESCRIPTION
 GA1786
 GA1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1786'1.4 MI SE FROM MORRISTOWN.
 GA1786'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1786'STATION POST OFFICE AT MORRISTOWN, THENCE 1.25 MILES SOUTHEAST
 GA1786'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 0.2 MILE NORTHWEST
 GA1786'OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 18 RAILS
 GA1786'NORTHWEST OF MILEPOST 227, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GA1786'RAIL OF THE TRACK, SET IN THE TOP OF THE WEST END OF THE SOUTHWEST
 GA1786'CONCRETE HEAD WALL OF A 30-INCH CAST IRON CULVERT, AND ABOUT 1
 GA1786'FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE HEAD WALL IS
 GA1786'CRACKED DIRECTLY OVER THE CULVERT, BUT IT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2185 ***********************************************************************
 GA2185  DESIGNATION -  RV 117
 GA2185  PID         -  GA2185
 GA2185  STATE/COUNTY-  TN/JEFFERSON
 GA2185  USGS QUAD   -  NEW MARKET (1987)
 GA2185
 GA2185                         *CURRENT SURVEY CONTROL
 GA2185  ___________________________________________________________________
 GA2185* NAD 83(1986)-  36 06 38.     (N)    083 31 43.     (W)     SCALED    
 GA2185* NAVD 88     -       349.151  (meters)    1145.51   (feet)  POSTED    
 GA2185  ___________________________________________________________________
 GA2185  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA2185  DYNAMIC HT  -         348.830 (meters)    1144.45  (feet)  COMP
 GA2185  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 GA2185
 GA2185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2185
 GA2185.The horizontal coordinates were scaled from a topographic map and have
 GA2185.an estimated accuracy of +/- 6 seconds.
 GA2185
 GA2185.The orthometric height was determined by differential leveling
 GA2185.and adjusted by the National Geodetic Survey in 1992..
 GA2185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2185.rate of 0.0 thru 1.0 mm/km.
 GA2185
 GA2185.The geoid height was determined by GEOID03.
 GA2185
 GA2185.The dynamic height is computed by dividing the NAVD 88
 GA2185.geopotential number by the normal gravity value computed on the
 GA2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2185.degrees latitude (g = 980.6199 gals.).
 GA2185
 GA2185.The modeled gravity was interpolated from observed gravity values.
 GA2185
 GA2185;                    North         East    Units  Estimated Accuracy
 GA2185;SPC TN       -   199,990.      822,490.      MT  (+/- 180 meters Scaled)
 GA2185
 GA2185                          SUPERSEDED SURVEY CONTROL
 GA2185
 GA2185  NGVD 29 (??/??/92)  349.273  (m)         1145.91   (f) ADJ UNCH    1 2
 GA2185
 GA2185.Superseded values are not recommended for survey control.
 GA2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2185.See file dsdata.txt to determine how the superseded data were derived.
 GA2185
 GA2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV723991(NAD 83)
 GA2185_MARKER: R = RIVET
 GA2185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2185_SP_SET: CULVERT
 GA2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2185
 GA2185  HISTORY     - Date     Condition        Report By
 GA2185  HISTORY     - UNK      MONUMENTED       SOURR
 GA2185  HISTORY     - 1949     GOOD             NGS
 GA2185  HISTORY     - 1967     MARK NOT FOUND   SOURR
 GA2185
 GA2185                          STATION DESCRIPTION
 GA2185
 GA2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2185'2.4 MI SW FROM JEFFERSON CITY.
 GA2185'2.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2185'AT JEFFERSON CITY, JEFFERSON COUNTY, 1,000 FEET WEST OF MILEPOST
 GA2185'104 A, AT A CONCRETE PIPE CULVERT UNDER A ROAD CROSSING, IN THE
 GA2185'TOP OF THE EAST HEADWALL, AND 7 FEET NORTH OF THE CENTERLINE
 GA2185'OF THE WEST-BOUND TRACK.  A MONEL-METAL RIVET.
 GA2185
 GA2185                          STATION RECOVERY (1967)
 GA2185
 GA2185'RECOVERY NOTE BY SOUTHERN RAILROAD 1967
 GA2185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0034 ***********************************************************************
 GA0034  DESIGNATION -  RV 12
 GA0034  PID         -  GA0034
 GA0034  STATE/COUNTY-  TN/SULLIVAN
 GA0034  USGS QUAD   -  BRISTOL (1991)
 GA0034
 GA0034                         *CURRENT SURVEY CONTROL
 GA0034  ___________________________________________________________________
 GA0034* NAD 83(1986)-  36 31 49.     (N)    082 12 19.     (W)     SCALED    
 GA0034* NAVD 88     -       460.268  (meters)    1510.06   (feet)  ADJUSTED  
 GA0034  ___________________________________________________________________
 GA0034  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0034  DYNAMIC HT  -         459.847 (meters)    1508.68  (feet)  COMP
 GA0034  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA0034
 GA0034  VERT ORDER  -  FIRST     CLASS II
 GA0034
 GA0034.The horizontal coordinates were scaled from a topographic map and have
 GA0034.an estimated accuracy of +/- 6 seconds.
 GA0034
 GA0034.The orthometric height was determined by differential leveling
 GA0034.and adjusted by the National Geodetic Survey in June 1991..
 GA0034
 GA0034.The geoid height was determined by GEOID03.
 GA0034
 GA0034.The dynamic height is computed by dividing the NAVD 88
 GA0034.geopotential number by the normal gravity value computed on the
 GA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0034.degrees latitude (g = 980.6199 gals.).
 GA0034
 GA0034.The modeled gravity was interpolated from observed gravity values.
 GA0034
 GA0034;                    North         East    Units  Estimated Accuracy
 GA0034;SPC TN       -   250,340.      939,760.      MT  (+/- 180 meters Scaled)
 GA0034
 GA0034                          SUPERSEDED SURVEY CONTROL
 GA0034
 GA0034  NGVD 29 (??/??/92)  460.422  (m)         1510.57   (f) ADJ UNCH    1 2
 GA0034
 GA0034.Superseded values are not recommended for survey control.
 GA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0034.See file dsdata.txt to determine how the superseded data were derived.
 GA0034
 GA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA921434(NAD 83)
 GA0034_MARKER: R = RIVET
 GA0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0034_SP_SET: SIGNAL POST
 GA0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0034
 GA0034  HISTORY     - Date     Condition        Report By
 GA0034  HISTORY     - UNK      MONUMENTED       SOURR
 GA0034  HISTORY     - 1960     GOOD             TVA
 GA0034
 GA0034                          STATION DESCRIPTION
 GA0034
 GA0034'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0034'5.6 MI S FROM BRISTOL.
 GA0034'5.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0034'SULLIVAN COUNTY, 658 YARDS NORTH OF MILEPOST 6, AT SIGNAL
 GA0034'POST 56 A, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE,
 GA0034'AND 6.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 300 FEET NORTHEAST
 GA0034'OF A GRADE CROSSING.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2200 ***********************************************************************
 GA2200  DESIGNATION -  RV 120
 GA2200  PID         -  GA2200
 GA2200  STATE/COUNTY-  TN/JEFFERSON
 GA2200  USGS QUAD   -  MASCOT (1987)
 GA2200
 GA2200                         *CURRENT SURVEY CONTROL
 GA2200  ___________________________________________________________________
 GA2200* NAD 83(1986)-  36 04 52.     (N)    083 37 34.     (W)     SCALED    
 GA2200* NAVD 88     -       279.104  (meters)     915.69   (feet)  ADJUSTED  
 GA2200  ___________________________________________________________________
 GA2200  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2200  DYNAMIC HT  -         278.849 (meters)     914.86  (feet)  COMP
 GA2200  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA2200
 GA2200  VERT ORDER  -  FIRST     CLASS I
 GA2200
 GA2200.The horizontal coordinates were scaled from a topographic map and have
 GA2200.an estimated accuracy of +/- 6 seconds.
 GA2200
 GA2200.The orthometric height was determined by differential leveling
 GA2200.and adjusted by the National Geodetic Survey in June 1991..
 GA2200
 GA2200.The geoid height was determined by GEOID03.
 GA2200
 GA2200.The dynamic height is computed by dividing the NAVD 88
 GA2200.geopotential number by the normal gravity value computed on the
 GA2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2200.degrees latitude (g = 980.6199 gals.).
 GA2200
 GA2200.The modeled gravity was interpolated from observed gravity values.
 GA2200
 GA2200;                    North         East    Units  Estimated Accuracy
 GA2200;SPC TN       -   196,510.      813,790.      MT  (+/- 180 meters Scaled)
 GA2200
 GA2200                          SUPERSEDED SURVEY CONTROL
 GA2200
 GA2200  NGVD 29 (??/??/92)  279.238  (m)          916.13   (f) ADJ UNCH    1 1
 GA2200
 GA2200.Superseded values are not recommended for survey control.
 GA2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2200.See file dsdata.txt to determine how the superseded data were derived.
 GA2200
 GA2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV635961(NAD 83)
 GA2200_MARKER: R = RIVET
 GA2200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2200_SP_SET: CULVERT
 GA2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2200
 GA2200  HISTORY     - Date     Condition        Report By
 GA2200  HISTORY     - UNK      MONUMENTED       SOURR
 GA2200  HISTORY     - 1967     GOOD             NGS
 GA2200
 GA2200                          STATION DESCRIPTION
 GA2200
 GA2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2200'3.6 MI E FROM STRAWBERRY PLAINS.
 GA2200'ABOUT 3.6 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2200'OFFICE AT STRAWBERRY PLAINS, ABOUT 30 YARDS NORTH OF THE CENTER
 GA2200'LINE OF THE ROAD, ALONG THE SOUTHERN RAILWAY, SET ON THE TOP OF
 GA2200'THE EAST END OF THE NORTH HEAD WALL FOR A 20-FOOT ARCHED CULVERT
 GA2200'FOR BEAVER CREEK, 9.3 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 GA2200'TRACK, 1.3 FEET WEST OF THE EAST END OF THE HEAD WALL AND 2 1/2
 GA2200'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2205 ***********************************************************************
 GA2205  DESIGNATION -  RV 121
 GA2205  PID         -  GA2205
 GA2205  STATE/COUNTY-  TN/JEFFERSON
 GA2205  USGS QUAD   -  MASCOT (1987)
 GA2205
 GA2205                         *CURRENT SURVEY CONTROL
 GA2205  ___________________________________________________________________
 GA2205* NAD 83(1986)-  36 04 16.     (N)    083 39 35.     (W)     SCALED    
 GA2205* NAVD 88     -       284.386  (meters)     933.02   (feet)  POSTED    
 GA2205  ___________________________________________________________________
 GA2205  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2205  DYNAMIC HT  -         284.130 (meters)     932.18  (feet)  COMP
 GA2205  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA2205
 GA2205  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GA2205
 GA2205.The horizontal coordinates were scaled from a topographic map and have
 GA2205.an estimated accuracy of +/- 6 seconds.
 GA2205
 GA2205.The orthometric height was determined by differential leveling
 GA2205.and adjusted by the National Geodetic Survey in 1992..
 GA2205.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GA2205.rate of 1.1 thru 2.0 mm/km.
 GA2205
 GA2205.The geoid height was determined by GEOID03.
 GA2205
 GA2205.The dynamic height is computed by dividing the NAVD 88
 GA2205.geopotential number by the normal gravity value computed on the
 GA2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2205.degrees latitude (g = 980.6199 gals.).
 GA2205
 GA2205.The modeled gravity was interpolated from observed gravity values.
 GA2205
 GA2205;                    North         East    Units  Estimated Accuracy
 GA2205;SPC TN       -   195,330.      810,790.      MT  (+/- 180 meters Scaled)
 GA2205
 GA2205                          SUPERSEDED SURVEY CONTROL
 GA2205
 GA2205  NGVD 29 (??/??/92)  284.514  (m)          933.44   (f) ADJ UNCH    1 2
 GA2205
 GA2205.Superseded values are not recommended for survey control.
 GA2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2205.See file dsdata.txt to determine how the superseded data were derived.
 GA2205
 GA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV604951(NAD 83)
 GA2205_MARKER: R = RIVET
 GA2205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2205_SP_SET: CULVERT
 GA2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2205
 GA2205  HISTORY     - Date     Condition        Report By
 GA2205  HISTORY     - UNK      MONUMENTED       SOURR
 GA2205  HISTORY     - 1949     GOOD             NGS
 GA2205  HISTORY     - 1967     MARK NOT FOUND   SOURR
 GA2205
 GA2205                          STATION DESCRIPTION
 GA2205
 GA2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2205'1.8 MI NE FROM STRAWBERRY PLAINS.
 GA2205'1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2205'AT STRAWBERRY PLAINS, JEFFERSON COUNTY, 2,400 FEET WEST OF MILEPOST
 GA2205'112 A, AT A CONCRETE PIPE CULVERT UNDER A ROAD CROSSING, ON THE
 GA2205'TOP OF THE EAST HEADWALL, AND 7 FEET NORTH OF THE CENTERLINE OF
 GA2205'THE WEST-BOUND TRACK.  A MONEL-METAL RIVET.
 GA2205
 GA2205                          STATION RECOVERY (1967)
 GA2205
 GA2205'RECOVERY NOTE BY SOUTHERN RAILROAD 1967
 GA2205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2209 ***********************************************************************
 GA2209  DESIGNATION -  RV 122
 GA2209  PID         -  GA2209
 GA2209  STATE/COUNTY-  TN/JEFFERSON
 GA2209  USGS QUAD   -  MASCOT (1987)
 GA2209
 GA2209                         *CURRENT SURVEY CONTROL
 GA2209  ___________________________________________________________________
 GA2209* NAD 83(1986)-  36 03 47.     (N)    083 41 28.     (W)     SCALED    
 GA2209* NAVD 88     -       273.803  (meters)     898.30   (feet)  ADJUSTED  
 GA2209  ___________________________________________________________________
 GA2209  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2209  DYNAMIC HT  -         273.551 (meters)     897.48  (feet)  COMP
 GA2209  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GA2209
 GA2209  VERT ORDER  -  FIRST     CLASS I
 GA2209
 GA2209.The horizontal coordinates were scaled from a topographic map and have
 GA2209.an estimated accuracy of +/- 6 seconds.
 GA2209
 GA2209.The orthometric height was determined by differential leveling
 GA2209.and adjusted by the National Geodetic Survey in June 1991..
 GA2209
 GA2209.The geoid height was determined by GEOID03.
 GA2209
 GA2209.The dynamic height is computed by dividing the NAVD 88
 GA2209.geopotential number by the normal gravity value computed on the
 GA2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2209.degrees latitude (g = 980.6199 gals.).
 GA2209
 GA2209.The modeled gravity was interpolated from observed gravity values.
 GA2209
 GA2209;                    North         East    Units  Estimated Accuracy
 GA2209;SPC TN       -   194,370.      807,980.      MT  (+/- 180 meters Scaled)
 GA2209
 GA2209                          SUPERSEDED SURVEY CONTROL
 GA2209
 GA2209  NGVD 29 (??/??/92)  273.930  (m)          898.72   (f) ADJ UNCH    1 1
 GA2209
 GA2209.Superseded values are not recommended for survey control.
 GA2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2209.See file dsdata.txt to determine how the superseded data were derived.
 GA2209
 GA2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV576942(NAD 83)
 GA2209_MARKER: R = RIVET
 GA2209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2209_SP_SET: BRIDGE
 GA2209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2209
 GA2209  HISTORY     - Date     Condition        Report By
 GA2209  HISTORY     - UNK      MONUMENTED       SOURR
 GA2209  HISTORY     - 1967     GOOD             NGS
 GA2209
 GA2209                          STATION DESCRIPTION
 GA2209
 GA2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2209'AT STRAWBERRY PLAINS.
 GA2209'AT STRAWBERRY PLAINS, 0.3 MILE NORTHWEST ALONG HAMILTON ROAD AND
 GA2209'THE SOUTHERN RAILWAY FROM THE POST OFFICE, SET IN THE TOP OF THE
 GA2209'SOUTH END OF THE EAST ABUTMENT OF THE RAILWAY BRIDGE OVER BIG BEN
 GA2209'ROAD AND THE HOLSTON RIVER, 8.3 FEET SOUTH OF THE SOUTH RAIL OF
 GA2209'THE EASTBOUND TRACK, 1.5 FEET SOUTH OF BENCH MARK A 130 DESCRIBED
 GA2209'AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2218 ***********************************************************************
 GA2218  DESIGNATION -  RV 123
 GA2218  PID         -  GA2218
 GA2218  STATE/COUNTY-  TN/KNOX
 GA2218  USGS QUAD   -  MASCOT (1987)
 GA2218
 GA2218                         *CURRENT SURVEY CONTROL
 GA2218  ___________________________________________________________________
 GA2218* NAD 83(1986)-  36 03 41.     (N)    083 44 44.     (W)     SCALED    
 GA2218* NAVD 88     -       266.798  (meters)     875.32   (feet)  ADJUSTED  
 GA2218  ___________________________________________________________________
 GA2218  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2218  DYNAMIC HT  -         266.553 (meters)     874.52  (feet)  COMP
 GA2218  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2218
 GA2218  VERT ORDER  -  FIRST     CLASS I
 GA2218
 GA2218.The horizontal coordinates were scaled from a topographic map and have
 GA2218.an estimated accuracy of +/- 6 seconds.
 GA2218
 GA2218.The orthometric height was determined by differential leveling
 GA2218.and adjusted by the National Geodetic Survey in June 1991..
 GA2218
 GA2218.The geoid height was determined by GEOID03.
 GA2218
 GA2218.The dynamic height is computed by dividing the NAVD 88
 GA2218.geopotential number by the normal gravity value computed on the
 GA2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2218.degrees latitude (g = 980.6199 gals.).
 GA2218
 GA2218.The modeled gravity was interpolated from observed gravity values.
 GA2218
 GA2218;                    North         East    Units  Estimated Accuracy
 GA2218;SPC TN       -   194,070.      803,090.      MT  (+/- 180 meters Scaled)
 GA2218
 GA2218                          SUPERSEDED SURVEY CONTROL
 GA2218
 GA2218  NGVD 29 (??/??/92)  266.927  (m)          875.74   (f) ADJ UNCH    1 1
 GA2218
 GA2218.Superseded values are not recommended for survey control.
 GA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2218.See file dsdata.txt to determine how the superseded data were derived.
 GA2218
 GA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV527942(NAD 83)
 GA2218_MARKER: R = RIVET
 GA2218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2218_SP_SET: BRIDGE
 GA2218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2218
 GA2218  HISTORY     - Date     Condition        Report By
 GA2218  HISTORY     - UNK      MONUMENTED       SOURR
 GA2218  HISTORY     - 1967     GOOD             NGS
 GA2218
 GA2218                          STATION DESCRIPTION
 GA2218
 GA2218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2218'AT MASCOT.
 GA2218'AT MASCOT, ABOUT 0.4 MILE WEST ALONG A BLACK TOPPED ROAD FROM THE
 GA2218'METHODIST CHURCH, ABOUT 0.7 MILE SOUTHWEST ALONG THE SOUTHERN
 GA2218'RAILWAY FROM THE STATION AT MASCOT, ALONG THE SOUTHERN RAILWAY,
 GA2218'ABOUT 2 1/2 RAILS SOUTHWEST OF THE CENTER OF THE OVERPASS OVER
 GA2218'THE ROAD, SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GA2218'HEAD WALL OF A DOUBLE ARCHED BRIDGE OVER FLAT CREEK, 9 FEET
 GA2218'NORTHWEST OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK, 3 1/2
 GA2218'FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 3 FEET
 GA2218'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2232 ***********************************************************************
 GA2232  DESIGNATION -  RV 125
 GA2232  PID         -  GA2232
 GA2232  STATE/COUNTY-  TN/KNOX
 GA2232  USGS QUAD   -  JOHN SEVIER (1992)
 GA2232
 GA2232                         *CURRENT SURVEY CONTROL
 GA2232  ___________________________________________________________________
 GA2232* NAD 83(1986)-  36 02 26.     (N)    083 48 23.     (W)     SCALED    
 GA2232* NAVD 88     -       267.623  (meters)     878.03   (feet)  POSTED    
 GA2232  ___________________________________________________________________
 GA2232  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2232  DYNAMIC HT  -         267.380 (meters)     877.23  (feet)  COMP
 GA2232  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2232
 GA2232  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2232
 GA2232.The horizontal coordinates were scaled from a topographic map and have
 GA2232.an estimated accuracy of +/- 6 seconds.
 GA2232
 GA2232.The orthometric height was determined by differential leveling
 GA2232.and adjusted by the National Geodetic Survey in 1992..
 GA2232.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2232.rate of 0.0 thru 1.0 mm/km.
 GA2232
 GA2232.The geoid height was determined by GEOID03.
 GA2232
 GA2232.The dynamic height is computed by dividing the NAVD 88
 GA2232.geopotential number by the normal gravity value computed on the
 GA2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2232.degrees latitude (g = 980.6199 gals.).
 GA2232
 GA2232.The modeled gravity was interpolated from observed gravity values.
 GA2232
 GA2232;                    North         East    Units  Estimated Accuracy
 GA2232;SPC TN       -   191,630.      797,660.      MT  (+/- 180 meters Scaled)
 GA2232
 GA2232                          SUPERSEDED SURVEY CONTROL
 GA2232
 GA2232  NGVD 29 (??/??/92)  267.755  (m)          878.46   (f) ADJ UNCH    1 2
 GA2232
 GA2232.Superseded values are not recommended for survey control.
 GA2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2232.See file dsdata.txt to determine how the superseded data were derived.
 GA2232
 GA2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV471920(NAD 83)
 GA2232_MARKER: R = RIVET
 GA2232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2232_SP_SET: FLOODLIGHT TOWER
 GA2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2232
 GA2232  HISTORY     - Date     Condition        Report By
 GA2232  HISTORY     - UNK      MONUMENTED       SOURR
 GA2232  HISTORY     - 1935     GOOD             NGS
 GA2232  HISTORY     - 1967     MARK NOT FOUND   SOURR
 GA2232
 GA2232                          STATION DESCRIPTION
 GA2232
 GA2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA2232'5.2 MI SW FROM MASCOT.
 GA2232'5.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2232'MASCOT, KNOX COUNTY, 640 FEET WEST OF MILEPOST 122, 65 FEET NORTH
 GA2232'OF THE WEST-BOUND MAIN TRACK, AND IN THE SOUTHEAST CORNER OF THE
 GA2232'CONCRETE FOUNDATION OF A FLOODLIGHT TOWER.  A MONEL-METAL RIVET.
 GA2232
 GA2232                          STATION RECOVERY (1967)
 GA2232
 GA2232'RECOVERY NOTE BY SOUTHERN RAILROAD 1967
 GA2232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2237 ***********************************************************************
 GA2237  DESIGNATION -  RV 126
 GA2237  PID         -  GA2237
 GA2237  STATE/COUNTY-  TN/KNOX
 GA2237  USGS QUAD   -  JOHN SEVIER (1992)
 GA2237
 GA2237                         *CURRENT SURVEY CONTROL
 GA2237  ___________________________________________________________________
 GA2237* NAD 83(1986)-  36 02 08.     (N)    083 48 45.     (W)     SCALED    
 GA2237* NAVD 88     -       268.961  (meters)     882.42   (feet)  POSTED    
 GA2237  ___________________________________________________________________
 GA2237  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2237  DYNAMIC HT  -         268.720 (meters)     881.63  (feet)  COMP
 GA2237  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 GA2237
 GA2237  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GA2237
 GA2237.The horizontal coordinates were scaled from a topographic map and have
 GA2237.an estimated accuracy of +/- 6 seconds.
 GA2237
 GA2237.The orthometric height was determined by differential leveling
 GA2237.and adjusted by the National Geodetic Survey in 1992..
 GA2237.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GA2237.rate of 1.1 thru 2.0 mm/km.
 GA2237
 GA2237.The geoid height was determined by GEOID03.
 GA2237
 GA2237.The dynamic height is computed by dividing the NAVD 88
 GA2237.geopotential number by the normal gravity value computed on the
 GA2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2237.degrees latitude (g = 980.6199 gals.).
 GA2237
 GA2237.The modeled gravity was interpolated from observed gravity values.
 GA2237
 GA2237;                    North         East    Units  Estimated Accuracy
 GA2237;SPC TN       -   191,060.      797,120.      MT  (+/- 180 meters Scaled)
 GA2237
 GA2237                          SUPERSEDED SURVEY CONTROL
 GA2237
 GA2237  NGVD 29 (??/??/92)  269.093  (m)          882.85   (f) ADJ UNCH    1 2
 GA2237
 GA2237.Superseded values are not recommended for survey control.
 GA2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2237.See file dsdata.txt to determine how the superseded data were derived.
 GA2237
 GA2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV465915(NAD 83)
 GA2237_MARKER: R = RIVET
 GA2237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2237_SP_SET: CULVERT
 GA2237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2237
 GA2237  HISTORY     - Date     Condition        Report By
 GA2237  HISTORY     - UNK      MONUMENTED       SOURR
 GA2237  HISTORY     - 1935     GOOD             NGS
 GA2237  HISTORY     - 1967     MARK NOT FOUND   SOURR
 GA2237
 GA2237                          STATION DESCRIPTION
 GA2237
 GA2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA2237'5.8 MI SW FROM MASCOT.
 GA2237'5.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2237'AT MASCOT, KNOX COUNTY, 1,750 FEET EAST OF MILEPOST 123, AT A
 GA2237'PIPE CULVERT UNDER A ROAD CROSSING, IN THE TOP OF THE WEST
 GA2237'HEADWALL, AND 7 FEET NORTH OF THE CENTERLINE OF THE WEST-BOUND
 GA2237'TRACK.  A MONEL-METAL RIVET.
 GA2237
 GA2237                          STATION RECOVERY (1967)
 GA2237
 GA2237'RECOVERY NOTE BY SOUTHERN RAILROAD 1967
 GA2237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2236 ***********************************************************************
 GA2236  DESIGNATION -  RV 127
 GA2236  PID         -  GA2236
 GA2236  STATE/COUNTY-  TN/KNOX
 GA2236  USGS QUAD   -  JOHN SEVIER (1992)
 GA2236
 GA2236                         *CURRENT SURVEY CONTROL
 GA2236  ___________________________________________________________________
 GA2236* NAD 83(1986)-  36 01 43.     (N)    083 50 05.     (W)     SCALED    
 GA2236* NAVD 88     -       265.73   (+/-2cm)     871.8    (feet)  VERTCON   
 GA2236  ___________________________________________________________________
 GA2236  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2236
 GA2236  VERT ORDER  -  ? (See Below)
 GA2236
 GA2236.The horizontal coordinates were scaled from a topographic map and have
 GA2236.an estimated accuracy of +/- 6 seconds.
 GA2236
 GA2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2236.The vertical order pertains to the NGVD 29 superseded value.
 GA2236
 GA2236.The geoid height was determined by GEOID03.
 GA2236
 GA2236;                    North         East    Units  Estimated Accuracy
 GA2236;SPC TN       -   190,250.      795,130.      MT  (+/- 180 meters Scaled)
 GA2236
 GA2236                          SUPERSEDED SURVEY CONTROL
 GA2236
 GA2236  NGVD 29 (??/??/92)  265.858  (m)          872.24   (f) ADJ UNCH    ?  
 GA2236
 GA2236.Superseded values are not recommended for survey control.
 GA2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2236.See file dsdata.txt to determine how the superseded data were derived.
 GA2236
 GA2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV445908(NAD 83)
 GA2236_MARKER: R = RIVET
 GA2236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2236_SP_SET: CULVERT
 GA2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2236
 GA2236  HISTORY     - Date     Condition        Report By
 GA2236  HISTORY     - UNK      MONUMENTED       SOURR
 GA2236  HISTORY     - 1950     GOOD             NGS
 GA2236  HISTORY     - 1967     MARK NOT FOUND   SOURR
 GA2236
 GA2236                          STATION DESCRIPTION
 GA2236
 GA2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2236'6.7 MI NE FROM KNOXVILLE.
 GA2236'6.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2236'KNOXVILLE, KNOX COUNTY, 0.2 MILE NORTHEAST OF MILEPOST 124 A, AT
 GA2236'THE END OF A SLIGHT CUT, AT A CONCRETE PIPE CULVERT UNDER A GRADE
 GA2236'CROSSING, IN THE TOP OF THE NORTHEAST HEADWALL, AND 7 FEET NORTH
 GA2236'OF THE CENTERLINE OF THE WEST-BOUND TRACK.  A MONEL-METAL RIVET.
 GA2236
 GA2236                          STATION RECOVERY (1967)
 GA2236
 GA2236'RECOVERY NOTE BY SOUTHERN RAILROAD 1967
 GA2236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0035 ***********************************************************************
 GA0035  DESIGNATION -  RV 13
 GA0035  PID         -  GA0035
 GA0035  STATE/COUNTY-  TN/SULLIVAN
 GA0035  USGS QUAD   -  BRISTOL (1991)
 GA0035
 GA0035                         *CURRENT SURVEY CONTROL
 GA0035  ___________________________________________________________________
 GA0035* NAD 83(1986)-  36 31 19.     (N)    082 12 49.     (W)     SCALED    
 GA0035* NAVD 88     -       458.767  (meters)    1505.14   (feet)  ADJUSTED  
 GA0035  ___________________________________________________________________
 GA0035  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0035  DYNAMIC HT  -         458.348 (meters)    1503.76  (feet)  COMP
 GA0035  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA0035
 GA0035  VERT ORDER  -  FIRST     CLASS II
 GA0035
 GA0035.The horizontal coordinates were scaled from a topographic map and have
 GA0035.an estimated accuracy of +/- 6 seconds.
 GA0035
 GA0035.The orthometric height was determined by differential leveling
 GA0035.and adjusted by the National Geodetic Survey in June 1991..
 GA0035
 GA0035.The geoid height was determined by GEOID03.
 GA0035
 GA0035.The dynamic height is computed by dividing the NAVD 88
 GA0035.geopotential number by the normal gravity value computed on the
 GA0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0035.degrees latitude (g = 980.6199 gals.).
 GA0035
 GA0035.The modeled gravity was interpolated from observed gravity values.
 GA0035
 GA0035;                    North         East    Units  Estimated Accuracy
 GA0035;SPC TN       -   249,390.      939,050.      MT  (+/- 180 meters Scaled)
 GA0035
 GA0035                          SUPERSEDED SURVEY CONTROL
 GA0035
 GA0035  NGVD 29 (??/??/92)  458.922  (m)         1505.65   (f) ADJ UNCH    1 2
 GA0035
 GA0035.Superseded values are not recommended for survey control.
 GA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0035.See file dsdata.txt to determine how the superseded data were derived.
 GA0035
 GA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA913425(NAD 83)
 GA0035_MARKER: R = RIVET
 GA0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0035_SP_SET: SIGNAL POST
 GA0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0035
 GA0035  HISTORY     - Date     Condition        Report By
 GA0035  HISTORY     - UNK      MONUMENTED       SOURR
 GA0035  HISTORY     - 1960     GOOD             TVA
 GA0035
 GA0035                          STATION DESCRIPTION
 GA0035
 GA0035'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0035'4.8 MI N FROM BLUFF CITY.
 GA0035'4.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0035'SULLIVAN COUNTY, 175 FEET SOUTH OF THE STATION AT VANCE,
 GA0035'AT SIGNAL POST 62 A, IN THE TOP OF THE NORTHWEST CORNER OF THE
 GA0035'CONCRETE BASE, AND 8 FEET EAST OF THE EAST RAIL, 100 FEET
 GA0035'SOUTHEAST OF A GRADE CROSSING.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1897 ***********************************************************************
 FB1897  DESIGNATION -  RV 131
 FB1897  PID         -  FB1897
 FB1897  STATE/COUNTY-  TN/KNOX
 FB1897  USGS QUAD   -  KNOXVILLE (1978)
 FB1897
 FB1897                         *CURRENT SURVEY CONTROL
 FB1897  ___________________________________________________________________
 FB1897* NAD 83(1986)-  35 57 26.     (N)    083 56 55.     (W)     SCALED    
 FB1897* NAVD 88     -       262.593  (meters)     861.52   (feet)  ADJUSTED  
 FB1897  ___________________________________________________________________
 FB1897  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1897  DYNAMIC HT  -         262.349 (meters)     860.72  (feet)  COMP
 FB1897  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 FB1897
 FB1897  VERT ORDER  -  FIRST     CLASS I
 FB1897
 FB1897.The horizontal coordinates were scaled from a topographic map and have
 FB1897.an estimated accuracy of +/- 6 seconds.
 FB1897
 FB1897.The orthometric height was determined by differential leveling
 FB1897.and adjusted by the National Geodetic Survey in June 1991..
 FB1897
 FB1897.The geoid height was determined by GEOID03.
 FB1897
 FB1897.The dynamic height is computed by dividing the NAVD 88
 FB1897.geopotential number by the normal gravity value computed on the
 FB1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1897.degrees latitude (g = 980.6199 gals.).
 FB1897
 FB1897.The modeled gravity was interpolated from observed gravity values.
 FB1897
 FB1897;                    North         East    Units  Estimated Accuracy
 FB1897;SPC TN       -   182,110.      785,040.      MT  (+/- 180 meters Scaled)
 FB1897
 FB1897                          SUPERSEDED SURVEY CONTROL
 FB1897
 FB1897  NGVD 29 (??/??/92)  262.733  (m)          861.98   (f) ADJ UNCH    1 1
 FB1897
 FB1897.Superseded values are not recommended for survey control.
 FB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1897.See file dsdata.txt to determine how the superseded data were derived.
 FB1897
 FB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340832(NAD 83)
 FB1897_MARKER: R = RIVET
 FB1897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1897_SP_SET: OVERPASS
 FB1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1897
 FB1897  HISTORY     - Date     Condition        Report By
 FB1897  HISTORY     - UNK      MONUMENTED       SOURR
 FB1897  HISTORY     - 1968     GOOD             NGS
 FB1897
 FB1897                          STATION DESCRIPTION
 FB1897
 FB1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1897'1.8 MI SW FROM KNOXVILLE.
 FB1897'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1897'STATION AT KNOXVILLE, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 133,
 FB1897'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 FB1897'OF THE SOUTHERN RAILWAY OVERPASS OVER THE LOUISVILLE AND
 FB1897'NASHVILLE RAILROAD, 3.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FB1897'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1907 ***********************************************************************
 FB1907  DESIGNATION -  RV 132
 FB1907  PID         -  FB1907
 FB1907  STATE/COUNTY-  TN/KNOX
 FB1907  USGS QUAD   -  KNOXVILLE (1978)
 FB1907
 FB1907                         *CURRENT SURVEY CONTROL
 FB1907  ___________________________________________________________________
 FB1907* NAD 83(1986)-  35 56 07.     (N)    083 59 26.     (W)     SCALED    
 FB1907* NAVD 88     -       274.542  (meters)     900.73   (feet)  ADJUSTED  
 FB1907  ___________________________________________________________________
 FB1907  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1907  DYNAMIC HT  -         274.286 (meters)     899.89  (feet)  COMP
 FB1907  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FB1907
 FB1907  VERT ORDER  -  FIRST     CLASS I
 FB1907
 FB1907.The horizontal coordinates were scaled from a topographic map and have
 FB1907.an estimated accuracy of +/- 6 seconds.
 FB1907
 FB1907.The orthometric height was determined by differential leveling
 FB1907.and adjusted by the National Geodetic Survey in June 1991..
 FB1907.WARNING-Repeat measurements at this control monument indicate possible
 FB1907.vertical movement.
 FB1907
 FB1907.The geoid height was determined by GEOID03.
 FB1907
 FB1907.The dynamic height is computed by dividing the NAVD 88
 FB1907.geopotential number by the normal gravity value computed on the
 FB1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1907.degrees latitude (g = 980.6199 gals.).
 FB1907
 FB1907.The modeled gravity was interpolated from observed gravity values.
 FB1907
 FB1907;                    North         East    Units  Estimated Accuracy
 FB1907;SPC TN       -   179,600.      781,310.      MT  (+/- 180 meters Scaled)
 FB1907
 FB1907                          SUPERSEDED SURVEY CONTROL
 FB1907
 FB1907  NGVD 29 (??/??/92)  274.676  (m)          901.17   (f) ADJ UNCH    1 1
 FB1907
 FB1907.Superseded values are not recommended for survey control.
 FB1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1907.See file dsdata.txt to determine how the superseded data were derived.
 FB1907
 FB1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV302809(NAD 83)
 FB1907_MARKER: DD = SURVEY DISK
 FB1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1907+STABILITY: SURFACE MOTION
 FB1907
 FB1907  HISTORY     - Date     Condition        Report By
 FB1907  HISTORY     - UNK      MONUMENTED       SOURR
 FB1907  HISTORY     - 1968     GOOD             NGS
 FB1907  HISTORY     - 1976     GOOD             TNDT
 FB1907
 FB1907                          STATION DESCRIPTION
 FB1907
 FB1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1907'AT BEARDEN.
 FB1907'AT BEARDEN, ABOUT 0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1907'FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.2
 FB1907'MILE SOUTHWEST OF MILEPOST 135, ON THE INSIDE OF A CURVE, SET IN
 FB1907'THE TOP OF THE EAST CORNER OF A 2-FOOT SQUARE CONCRETE BASE FOR
 FB1907'SEMAPHORE 1355 A, 6.8 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 FB1907'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 FB1907
 FB1907                          STATION RECOVERY (1976)
 FB1907
 FB1907'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FB1907'MARK A RIVET AND NOT A DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0053 ***********************************************************************
 FC0053  DESIGNATION -  RV 138
 FC0053  PID         -  FC0053
 FC0053  STATE/COUNTY-  TN/LOUDON
 FC0053  USGS QUAD   -  LOUDON (1984)
 FC0053
 FC0053                         *CURRENT SURVEY CONTROL
 FC0053  ___________________________________________________________________
 FC0053* NAD 83(1986)-  35 44 51.     (N)    084 19 45.     (W)     SCALED    
 FC0053* NAVD 88     -       245.923  (meters)     806.83   (feet)  ADJUSTED  
 FC0053  ___________________________________________________________________
 FC0053  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0053  DYNAMIC HT  -         245.687 (meters)     806.06  (feet)  COMP
 FC0053  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FC0053
 FC0053  VERT ORDER  -  FIRST     CLASS I
 FC0053
 FC0053.The horizontal coordinates were scaled from a topographic map and have
 FC0053.an estimated accuracy of +/- 6 seconds.
 FC0053
 FC0053.The orthometric height was determined by differential leveling
 FC0053.and adjusted by the National Geodetic Survey in June 1991..
 FC0053.WARNING-Repeat measurements at this control monument indicate possible
 FC0053.vertical movement.
 FC0053
 FC0053.The geoid height was determined by GEOID03.
 FC0053
 FC0053.The dynamic height is computed by dividing the NAVD 88
 FC0053.geopotential number by the normal gravity value computed on the
 FC0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0053.degrees latitude (g = 980.6199 gals.).
 FC0053
 FC0053.The modeled gravity was interpolated from observed gravity values.
 FC0053
 FC0053;                    North         East    Units  Estimated Accuracy
 FC0053;SPC TN       -   158,190.      751,110.      MT  (+/- 180 meters Scaled)
 FC0053
 FC0053                          SUPERSEDED SURVEY CONTROL
 FC0053
 FC0053  NGVD 29 (??/??/92)  246.030  (m)          807.18   (f) ADJ UNCH    1 1
 FC0053
 FC0053.Superseded values are not recommended for survey control.
 FC0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0053.See file dsdata.txt to determine how the superseded data were derived.
 FC0053
 FC0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE415592(NAD 83)
 FC0053_MARKER: R = RIVET
 FC0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0053_SP_SET: BRIDGE
 FC0053_MARK LOGO: SOURR 
 FC0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0053
 FC0053  HISTORY     - Date     Condition        Report By
 FC0053  HISTORY     - UNK      MONUMENTED       SOURR
 FC0053  HISTORY     - 1968     GOOD             NGS
 FC0053
 FC0053                          STATION DESCRIPTION
 FC0053
 FC0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0053'0.5 MI NE FROM LOUDON.
 FC0053'ABOUT 0.5 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0053'STATION AT LOUDON, 26 1/2 FEET SOUTHWEST OF MILEPOST 159, SET
 FC0053'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF
 FC0053'THE RAILWAY BRIDGE OVER THE TENNESSEE RIVER, 3.9 FEET NORTHWEST
 FC0053'OF THE NORTHWEST RAIL AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 FC0053'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0052 ***********************************************************************
 FC0052  DESIGNATION -  RV 139
 FC0052  PID         -  FC0052
 FC0052  STATE/COUNTY-  TN/LOUDON
 FC0052  USGS QUAD   -  LOUDON (1984)
 FC0052
 FC0052                         *CURRENT SURVEY CONTROL
 FC0052  ___________________________________________________________________
 FC0052* NAD 83(1986)-  35 44 45.     (N)    084 20 04.     (W)     SCALED    
 FC0052* NAVD 88     -       245.761  (meters)     806.30   (feet)  ADJUSTED  
 FC0052  ___________________________________________________________________
 FC0052  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0052  DYNAMIC HT  -         245.526 (meters)     805.53  (feet)  COMP
 FC0052  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FC0052
 FC0052  VERT ORDER  -  FIRST     CLASS I
 FC0052
 FC0052.The horizontal coordinates were scaled from a topographic map and have
 FC0052.an estimated accuracy of +/- 6 seconds.
 FC0052
 FC0052.The orthometric height was determined by differential leveling
 FC0052.and adjusted by the National Geodetic Survey in June 1991..
 FC0052
 FC0052.The geoid height was determined by GEOID03.
 FC0052
 FC0052.The dynamic height is computed by dividing the NAVD 88
 FC0052.geopotential number by the normal gravity value computed on the
 FC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0052.degrees latitude (g = 980.6199 gals.).
 FC0052
 FC0052.The modeled gravity was interpolated from observed gravity values.
 FC0052
 FC0052;                    North         East    Units  Estimated Accuracy
 FC0052;SPC TN       -   158,000.      750,640.      MT  (+/- 180 meters Scaled)
 FC0052
 FC0052                          SUPERSEDED SURVEY CONTROL
 FC0052
 FC0052  NGVD 29 (??/??/92)  245.869  (m)          806.66   (f) ADJ UNCH    1 1
 FC0052
 FC0052.Superseded values are not recommended for survey control.
 FC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0052.See file dsdata.txt to determine how the superseded data were derived.
 FC0052
 FC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE410590(NAD 83)
 FC0052_MARKER: R = RIVET
 FC0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0052_SP_SET: BRIDGE
 FC0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0052
 FC0052  HISTORY     - Date     Condition        Report By
 FC0052  HISTORY     - UNK      MONUMENTED       SOURR
 FC0052  HISTORY     - 1968     GOOD             NGS
 FC0052
 FC0052                          STATION DESCRIPTION
 FC0052
 FC0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0052'AT LOUDON.
 FC0052'AT LOUDON, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC0052'FROM THE STATION, SET IN THE TOP OF THE NORTHWEST END OF THE
 FC0052'SOUTHWEST ABUTMENT OF THE RAILWAY BRIDGE OVER THE TENNESSEE
 FC0052'RIVER, 14.9 FEET NORTHWEST OF AND ACROSS THE TRACK FROM BENCH
 FC0052'MARK U 130 DESCRIBED, 4.2 FEET NORTHWEST OF THE NORTHWEST
 FC0052'RAIL, 2.8 FEET SOUTHWEST OF THE SOUTHWEST END OF THE STEEL
 FC0052'FRAME OF THE BRIDGE AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FC0052'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0036 ***********************************************************************
 GA0036  DESIGNATION -  RV 14
 GA0036  PID         -  GA0036
 GA0036  STATE/COUNTY-  TN/SULLIVAN
 GA0036  USGS QUAD   -  BRISTOL (1991)
 GA0036
 GA0036                         *CURRENT SURVEY CONTROL
 GA0036  ___________________________________________________________________
 GA0036* NAD 83(1986)-  36 30 18.     (N)    082 13 15.     (W)     SCALED    
 GA0036* NAVD 88     -       486.165  (meters)    1595.03   (feet)  ADJUSTED  
 GA0036  ___________________________________________________________________
 GA0036  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0036  DYNAMIC HT  -         485.720 (meters)    1593.57  (feet)  COMP
 GA0036  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GA0036
 GA0036  VERT ORDER  -  FIRST     CLASS II
 GA0036
 GA0036.The horizontal coordinates were scaled from a topographic map and have
 GA0036.an estimated accuracy of +/- 6 seconds.
 GA0036
 GA0036.The orthometric height was determined by differential leveling
 GA0036.and adjusted by the National Geodetic Survey in June 1991..
 GA0036
 GA0036.The geoid height was determined by GEOID03.
 GA0036
 GA0036.The dynamic height is computed by dividing the NAVD 88
 GA0036.geopotential number by the normal gravity value computed on the
 GA0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0036.degrees latitude (g = 980.6199 gals.).
 GA0036
 GA0036.The modeled gravity was interpolated from observed gravity values.
 GA0036
 GA0036;                    North         East    Units  Estimated Accuracy
 GA0036;SPC TN       -   247,490.      938,480.      MT  (+/- 180 meters Scaled)
 GA0036
 GA0036                          SUPERSEDED SURVEY CONTROL
 GA0036
 GA0036  NGVD 29 (??/??/92)  486.320  (m)         1595.53   (f) ADJ UNCH    1 2
 GA0036
 GA0036.Superseded values are not recommended for survey control.
 GA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0036.See file dsdata.txt to determine how the superseded data were derived.
 GA0036
 GA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA906406(NAD 83)
 GA0036_MARKER: R = RIVET
 GA0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0036_SP_SET: SIGNAL POST
 GA0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0036
 GA0036  HISTORY     - Date     Condition        Report By
 GA0036  HISTORY     - UNK      MONUMENTED       SOURR
 GA0036  HISTORY     - 1960     GOOD             TVA
 GA0036
 GA0036                          STATION DESCRIPTION
 GA0036
 GA0036'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0036'3.4 MI N FROM BLUFF CITY.
 GA0036'3.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0036'SULLIVAN COUNTY, 533 YARDS NORTH OF MILEPOST 8, AT SIGNAL
 GA0036'POST 76 A, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE,
 GA0036'6.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND LEVEL WITH THE
 GA0036'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0032 ***********************************************************************
 FC0032  DESIGNATION -  RV 141
 FC0032  PID         -  FC0032
 FC0032  STATE/COUNTY-  TN/LOUDON
 FC0032  USGS QUAD   -  PHILADELPHIA (1974)
 FC0032
 FC0032                         *CURRENT SURVEY CONTROL
 FC0032  ___________________________________________________________________
 FC0032* NAD 83(1986)-  35 40 59.     (N)    084 23 54.     (W)     SCALED    
 FC0032* NAVD 88     -       259.498  (meters)     851.37   (feet)  POSTED    
 FC0032  ___________________________________________________________________
 FC0032  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0032  DYNAMIC HT  -         259.250 (meters)     850.56  (feet)  COMP
 FC0032  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 FC0032
 FC0032  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0032
 FC0032.The horizontal coordinates were scaled from a topographic map and have
 FC0032.an estimated accuracy of +/- 6 seconds.
 FC0032
 FC0032.The orthometric height was determined by differential leveling
 FC0032.and adjusted by the National Geodetic Survey in 1992..
 FC0032.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0032.rate of 1.1 thru 2.0 mm/km.
 FC0032
 FC0032.The geoid height was determined by GEOID03.
 FC0032
 FC0032.The dynamic height is computed by dividing the NAVD 88
 FC0032.geopotential number by the normal gravity value computed on the
 FC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0032.degrees latitude (g = 980.6199 gals.).
 FC0032
 FC0032.The modeled gravity was interpolated from observed gravity values.
 FC0032
 FC0032;                    North         East    Units  Estimated Accuracy
 FC0032;SPC TN       -   150,940.      744,970.      MT  (+/- 180 meters Scaled)
 FC0032
 FC0032                          SUPERSEDED SURVEY CONTROL
 FC0032
 FC0032  NGVD 29 (??/??/92)  259.582  (m)          851.65   (f) ADJ UNCH    1 2
 FC0032
 FC0032.Superseded values are not recommended for survey control.
 FC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0032.See file dsdata.txt to determine how the superseded data were derived.
 FC0032
 FC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354519(NAD 83)
 FC0032_MARKER: R = RIVET
 FC0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0032_SP_SET: BASE
 FC0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0032
 FC0032  HISTORY     - Date     Condition        Report By
 FC0032  HISTORY     - UNK      MONUMENTED       SOURR
 FC0032  HISTORY     - 1952     GOOD             NGS
 FC0032  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0032
 FC0032                          STATION DESCRIPTION
 FC0032
 FC0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC0032'0.5 MI NE FROM PHILADELPHIA.
 FC0032'0.5 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0032'PHILADELPHIA, LOUDON COUNTY, AT SIGNAL 1649 A, IN THE SOUTHEAST
 FC0032'CORNER OF THE CONCRETE BASE, AND 9 FEET NORTH OF THE CENTERLINE
 FC0032'OF THE TRACK.  A MONEL-METAL RIVET.  1952 REPORTED -- DESCRIPTION
 FC0032'IS INDEFINITE AS TO EXACT LOCATION OF SIGNAL TOWER.  THERE IS A
 FC0032'POSSIBILITY THAT TOWER WAS MOVED INTACT.  BELIEVE ALL BENCH MARKS
 FC0032'LOCATED ON RAILROAD SIGNAL TOWERS SHOULD NOT BE ACCEPTED.
 FC0032
 FC0032                          STATION RECOVERY (1968)
 FC0032
 FC0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0026 ***********************************************************************
 FC0026  DESIGNATION -  RV 142
 FC0026  PID         -  FC0026
 FC0026  STATE/COUNTY-  TN/MONROE
 FC0026  USGS QUAD   -  PHILADELPHIA (1974)
 FC0026
 FC0026                         *CURRENT SURVEY CONTROL
 FC0026  ___________________________________________________________________
 FC0026* NAD 83(1986)-  35 39 44.     (N)    084 24 57.     (W)     SCALED    
 FC0026* NAVD 88     -       265.719  (meters)     871.78   (feet)  ADJUSTED  
 FC0026  ___________________________________________________________________
 FC0026  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0026  DYNAMIC HT  -         265.464 (meters)     870.94  (feet)  COMP
 FC0026  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 FC0026
 FC0026  VERT ORDER  -  FIRST     CLASS I
 FC0026
 FC0026.The horizontal coordinates were scaled from a topographic map and have
 FC0026.an estimated accuracy of +/- 6 seconds.
 FC0026
 FC0026.The orthometric height was determined by differential leveling
 FC0026.and adjusted by the National Geodetic Survey in June 1991..
 FC0026
 FC0026.The geoid height was determined by GEOID03.
 FC0026
 FC0026.The dynamic height is computed by dividing the NAVD 88
 FC0026.geopotential number by the normal gravity value computed on the
 FC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0026.degrees latitude (g = 980.6199 gals.).
 FC0026
 FC0026.The modeled gravity was interpolated from observed gravity values.
 FC0026
 FC0026;                    North         East    Units  Estimated Accuracy
 FC0026;SPC TN       -   148,600.      743,430.      MT  (+/- 180 meters Scaled)
 FC0026
 FC0026                          SUPERSEDED SURVEY CONTROL
 FC0026
 FC0026  NGVD 29 (??/??/92)  265.801  (m)          872.05   (f) ADJ UNCH    1 1
 FC0026
 FC0026.Superseded values are not recommended for survey control.
 FC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0026.See file dsdata.txt to determine how the superseded data were derived.
 FC0026
 FC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE339495(NAD 83)
 FC0026_MARKER: R = RIVET
 FC0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0026_SP_SET: BRIDGE
 FC0026_MARK LOGO: SOURR 
 FC0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0026
 FC0026  HISTORY     - Date     Condition        Report By
 FC0026  HISTORY     - UNK      MONUMENTED       SOURR
 FC0026  HISTORY     - 1968     GOOD             NGS
 FC0026
 FC0026                          STATION DESCRIPTION
 FC0026
 FC0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0026'1.4 MI SW FROM PHILADELPHIA.
 FC0026'ABOUT 1.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0026'FIRST BAPTIST CHURCH AT PHILADELPHIA, LOUDON COUNTY, ABOUT 0.2
 FC0026'MILE NORTHEAST OF MILEPOST 167, SET IN THE TOP OF THE SOUTHEAST
 FC0026'END OF THE SOUTHWEST ABUTMENT OF A 40-FOOT BRIDGE OVER SWEETWATER
 FC0026'CREEK, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 1 1/2
 FC0026'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0017 ***********************************************************************
 FC0017  DESIGNATION -  RV 144
 FC0017  PID         -  FC0017
 FC0017  STATE/COUNTY-  TN/MONROE
 FC0017  USGS QUAD   -  SWEETWATER (1989)
 FC0017
 FC0017                         *CURRENT SURVEY CONTROL
 FC0017  ___________________________________________________________________
 FC0017* NAD 83(1986)-  35 36 57.     (N)    084 27 17.     (W)     SCALED    
 FC0017* NAVD 88     -       276.177  (meters)     906.09   (feet)  ADJUSTED  
 FC0017  ___________________________________________________________________
 FC0017  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0017  DYNAMIC HT  -         275.910 (meters)     905.21  (feet)  COMP
 FC0017  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FC0017
 FC0017  VERT ORDER  -  FIRST     CLASS I
 FC0017
 FC0017.The horizontal coordinates were scaled from a topographic map and have
 FC0017.an estimated accuracy of +/- 6 seconds.
 FC0017
 FC0017.The orthometric height was determined by differential leveling
 FC0017.and adjusted by the National Geodetic Survey in June 1991..
 FC0017
 FC0017.The geoid height was determined by GEOID03.
 FC0017
 FC0017.The dynamic height is computed by dividing the NAVD 88
 FC0017.geopotential number by the normal gravity value computed on the
 FC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0017.degrees latitude (g = 980.6199 gals.).
 FC0017
 FC0017.The modeled gravity was interpolated from observed gravity values.
 FC0017
 FC0017;                    North         East    Units  Estimated Accuracy
 FC0017;SPC TN       -   143,400.      739,990.      MT  (+/- 180 meters Scaled)
 FC0017
 FC0017                          SUPERSEDED SURVEY CONTROL
 FC0017
 FC0017  NGVD 29 (??/??/92)  276.254  (m)          906.34   (f) ADJ UNCH    1 1
 FC0017
 FC0017.Superseded values are not recommended for survey control.
 FC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0017.See file dsdata.txt to determine how the superseded data were derived.
 FC0017
 FC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE305443(NAD 83)
 FC0017_MARKER: R = RIVET
 FC0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0017_SP_SET: BRIDGE
 FC0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0017
 FC0017  HISTORY     - Date     Condition        Report By
 FC0017  HISTORY     - UNK      MONUMENTED       SOURR
 FC0017  HISTORY     - 1968     GOOD             NGS
 FC0017
 FC0017                          STATION DESCRIPTION
 FC0017
 FC0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0017'1.3 MI NE FROM SWEETWATER.
 FC0017'ABOUT 1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0017'STATION AT SWEETWATER, ABOUT 4 1/2 RAILS NORTHEAST OF THE
 FC0017'NORTHEAST END OF A BRIDGE OVER SWEETWATER CREEK, SET IN THE TOP
 FC0017'OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT FOR A 30-FOOT
 FC0017'BRIDGE OVER A SLOUGH, 2.6 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC0017'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0004 ***********************************************************************
 FC0004  DESIGNATION -  RV 145
 FC0004  PID         -  FC0004
 FC0004  STATE/COUNTY-  TN/MONROE
 FC0004  USGS QUAD   -  SWEETWATER (1989)
 FC0004
 FC0004                         *CURRENT SURVEY CONTROL
 FC0004  ___________________________________________________________________
 FC0004* NAD 83(1986)-  35 34 43.     (N)    084 28 45.     (W)     SCALED    
 FC0004* NAVD 88     -       281.984  (meters)     925.14   (feet)  ADJUSTED  
 FC0004  ___________________________________________________________________
 FC0004  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0004  DYNAMIC HT  -         281.710 (meters)     924.24  (feet)  COMP
 FC0004  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 FC0004
 FC0004  VERT ORDER  -  FIRST     CLASS II
 FC0004
 FC0004.The horizontal coordinates were scaled from a topographic map and have
 FC0004.an estimated accuracy of +/- 6 seconds.
 FC0004
 FC0004.The orthometric height was determined by differential leveling
 FC0004.and adjusted by the National Geodetic Survey in June 1991..
 FC0004
 FC0004.The geoid height was determined by GEOID03.
 FC0004
 FC0004.The dynamic height is computed by dividing the NAVD 88
 FC0004.geopotential number by the normal gravity value computed on the
 FC0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0004.degrees latitude (g = 980.6199 gals.).
 FC0004
 FC0004.The modeled gravity was interpolated from observed gravity values.
 FC0004
 FC0004;                    North         East    Units  Estimated Accuracy
 FC0004;SPC TN       -   139,230.      737,840.      MT  (+/- 180 meters Scaled)
 FC0004
 FC0004                          SUPERSEDED SURVEY CONTROL
 FC0004
 FC0004  NGVD 29 (??/??/92)  282.056  (m)          925.38   (f) ADJ UNCH    1 2
 FC0004
 FC0004.Superseded values are not recommended for survey control.
 FC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0004.See file dsdata.txt to determine how the superseded data were derived.
 FC0004
 FC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE284401(NAD 83)
 FC0004_MARKER: R = RIVET
 FC0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0004_SP_SET: BRIDGE
 FC0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0004
 FC0004  HISTORY     - Date     Condition        Report By
 FC0004  HISTORY     - UNK      MONUMENTED       SOURR
 FC0004  HISTORY     - 1949     GOOD             NGS
 FC0004  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0004
 FC0004                          STATION DESCRIPTION
 FC0004
 FC0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0004'1.9 MI SW FROM SWEETWATER.
 FC0004'1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0004'AT SWEETWATER, MONROE COUNTY, AT RAILROAD BRIDGE 173.8 A, IN THE
 FC0004'TOP OF THE SOUTHWEST CONCRETE ABUTMENT, AND 8 FEET NORTHWEST OF
 FC0004'THE CENTERLINE OF THE TRACK.  A MONEL-METAL RIVET.
 FC0004
 FC0004                          STATION RECOVERY (1968)
 FC0004
 FC0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0868 ***********************************************************************
 FC0868  DESIGNATION -  RV 146
 FC0868  PID         -  FC0868
 FC0868  STATE/COUNTY-  TN/MCMINN
 FC0868  USGS QUAD   -  NIOTA (1990)
 FC0868
 FC0868                         *CURRENT SURVEY CONTROL
 FC0868  ___________________________________________________________________
 FC0868* NAD 83(1986)-  35 32 18.     (N)    084 31 15.     (W)     SCALED    
 FC0868* NAVD 88     -       301.816  (meters)     990.21   (feet)  ADJUSTED  
 FC0868  ___________________________________________________________________
 FC0868  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0868  DYNAMIC HT  -         301.521 (meters)     989.24  (feet)  COMP
 FC0868  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FC0868
 FC0868  VERT ORDER  -  FIRST     CLASS II
 FC0868
 FC0868.The horizontal coordinates were scaled from a topographic map and have
 FC0868.an estimated accuracy of +/- 6 seconds.
 FC0868
 FC0868.The orthometric height was determined by differential leveling
 FC0868.and adjusted by the National Geodetic Survey in June 1991..
 FC0868
 FC0868.The geoid height was determined by GEOID03.
 FC0868
 FC0868.The dynamic height is computed by dividing the NAVD 88
 FC0868.geopotential number by the normal gravity value computed on the
 FC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0868.degrees latitude (g = 980.6199 gals.).
 FC0868
 FC0868.The modeled gravity was interpolated from observed gravity values.
 FC0868
 FC0868;                    North         East    Units  Estimated Accuracy
 FC0868;SPC TN       -   134,710.      734,130.      MT  (+/- 180 meters Scaled)
 FC0868
 FC0868                          SUPERSEDED SURVEY CONTROL
 FC0868
 FC0868  NGVD 29 (??/??/92)  301.877  (m)          990.41   (f) ADJ UNCH    1 2
 FC0868
 FC0868.Superseded values are not recommended for survey control.
 FC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0868.See file dsdata.txt to determine how the superseded data were derived.
 FC0868
 FC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE247355(NAD 83)
 FC0868_MARKER: R = RIVET
 FC0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0868_SP_SET: CONCRETE BASE
 FC0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0868
 FC0868  HISTORY     - Date     Condition        Report By
 FC0868  HISTORY     - UNK      MONUMENTED       SOURR
 FC0868  HISTORY     - 1949     GOOD             NGS
 FC0868  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0868
 FC0868                          STATION DESCRIPTION
 FC0868
 FC0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0868'2.2 MI NE FROM NIOTA.
 FC0868'2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0868'AT NIOTA, MC MINN COUNTY, AT SIGNAL 1777 A, IN THE SOUTHEAST
 FC0868'CORNER OF THE CONCRETE BASE, AND 9 FEET NORTHWEST OF THE CENTERLINE
 FC0868'OF THE MAIN TRACK.  A MONEL-METAL RIVET IN THE SOUTHEAST CORNER
 FC0868'OF THE SIGNAL.
 FC0868
 FC0868                          STATION RECOVERY (1968)
 FC0868
 FC0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0386 ***********************************************************************
 GA0386  DESIGNATION -  RV 15
 GA0386  PID         -  GA0386
 GA0386  STATE/COUNTY-  TN/SULLIVAN
 GA0386  USGS QUAD   -  KEENBURG (1960)
 GA0386
 GA0386                         *CURRENT SURVEY CONTROL
 GA0386  ___________________________________________________________________
 GA0386* NAD 83(1986)-  36 29 48.     (N)    082 14 21.     (W)     SCALED    
 GA0386* NAVD 88     -       466.376  (meters)    1530.10   (feet)  ADJUSTED  
 GA0386  ___________________________________________________________________
 GA0386  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0386  DYNAMIC HT  -         465.948 (meters)    1528.70  (feet)  COMP
 GA0386  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA0386
 GA0386  VERT ORDER  -  FIRST     CLASS II
 GA0386
 GA0386.The horizontal coordinates were scaled from a topographic map and have
 GA0386.an estimated accuracy of +/- 6 seconds.
 GA0386
 GA0386.The orthometric height was determined by differential leveling
 GA0386.and adjusted by the National Geodetic Survey in June 1991..
 GA0386
 GA0386.The geoid height was determined by GEOID03.
 GA0386
 GA0386.The dynamic height is computed by dividing the NAVD 88
 GA0386.geopotential number by the normal gravity value computed on the
 GA0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0386.degrees latitude (g = 980.6199 gals.).
 GA0386
 GA0386.The modeled gravity was interpolated from observed gravity values.
 GA0386
 GA0386;                    North         East    Units  Estimated Accuracy
 GA0386;SPC TN       -   246,500.      936,870.      MT  (+/- 180 meters Scaled)
 GA0386
 GA0386                          SUPERSEDED SURVEY CONTROL
 GA0386
 GA0386  NGVD 29 (??/??/92)  466.531  (m)         1530.61   (f) ADJ UNCH    1 2
 GA0386
 GA0386.Superseded values are not recommended for survey control.
 GA0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0386.See file dsdata.txt to determine how the superseded data were derived.
 GA0386
 GA0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA890397(NAD 83)
 GA0386_MARKER: R = RIVET
 GA0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0386_SP_SET: SIGNAL
 GA0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0386
 GA0386  HISTORY     - Date     Condition        Report By
 GA0386  HISTORY     - UNK      MONUMENTED       SOURR
 GA0386  HISTORY     - 1960     GOOD             NGS
 GA0386
 GA0386                          STATION DESCRIPTION
 GA0386
 GA0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GA0386'2.1 MI N FROM BLUFF CITY.
 GA0386'2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0386'SULLIVAN COUNTY, 525 FEET NORTHEAST OF MILEPOST 9, AT SIGNAL POST
 GA0386'88 A, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE, 7 FEET
 GA0386'SOUTHEAST OF THE SOUTHEAST RAIL, AND LEVEL WITH THE RAIL.  A
 GA0386'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0444 ***********************************************************************
 FC0444  DESIGNATION -  RV 150
 FC0444  PID         -  FC0444
 FC0444  STATE/COUNTY-  TN/BRADLEY
 FC0444  USGS QUAD   -  MC DONALD (1976)
 FC0444
 FC0444                         *CURRENT SURVEY CONTROL
 FC0444  ___________________________________________________________________
 FC0444* NAD 83(1986)-  35 03 31.     (N)    084 55 17.     (W)     SCALED    
 FC0444* NAVD 88     -       280.565  (meters)     920.49   (feet)  ADJUSTED  
 FC0444  ___________________________________________________________________
 FC0444  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0444  DYNAMIC HT  -         280.285 (meters)     919.57  (feet)  COMP
 FC0444  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 FC0444
 FC0444  VERT ORDER  -  FIRST     CLASS I
 FC0444
 FC0444.The horizontal coordinates were scaled from a topographic map and have
 FC0444.an estimated accuracy of +/- 6 seconds.
 FC0444
 FC0444.The orthometric height was determined by differential leveling
 FC0444.and adjusted by the National Geodetic Survey in June 1991..
 FC0444.WARNING-Repeat measurements at this control monument indicate possible
 FC0444.vertical movement.
 FC0444
 FC0444.The geoid height was determined by GEOID03.
 FC0444
 FC0444.The dynamic height is computed by dividing the NAVD 88
 FC0444.geopotential number by the normal gravity value computed on the
 FC0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0444.degrees latitude (g = 980.6199 gals.).
 FC0444
 FC0444.The modeled gravity was interpolated from observed gravity values.
 FC0444
 FC0444;                    North         East    Units  Estimated Accuracy
 FC0444;SPC TN       -    81,010.      698,400.      MT  (+/- 180 meters Scaled)
 FC0444
 FC0444                          SUPERSEDED SURVEY CONTROL
 FC0444
 FC0444  NGVD 29 (??/??/92)  280.557  (m)          920.46   (f) ADJ UNCH    1 1
 FC0444
 FC0444.Superseded values are not recommended for survey control.
 FC0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0444.See file dsdata.txt to determine how the superseded data were derived.
 FC0444
 FC0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD895815(NAD 83)
 FC0444_MARKER: R = RIVET
 FC0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0444_SP_SET: CULVERT
 FC0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0444
 FC0444  HISTORY     - Date     Condition        Report By
 FC0444  HISTORY     - UNK      MONUMENTED       SOURR
 FC0444  HISTORY     - 1968     GOOD             NGS
 FC0444
 FC0444                          STATION DESCRIPTION
 FC0444
 FC0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0444'7.1 MI SW FROM CLEVELAND.
 FC0444'ABOUT 7.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0444'STATION AT CLEVELAND, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST 7,
 FC0444'ABOUT 0.2 MILE NORTHEAST OF A GRAVELED ROAD CROSSING, SET IN THE
 FC0444'TOP OF THE SOUTHEAST HEAD WALL TO AN ABANDONED STONE BOX CULVERT,
 FC0444'17.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 9 1/2 FEET SOUTHWEST
 FC0444'OF THE SOUTHEAST END OF A 36-INCH PIPE CULVERT THAT REPLACES
 FC0444'THE STONE CULVERT, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0387 ***********************************************************************
 GA0387  DESIGNATION -  RV 16
 GA0387  PID         -  GA0387
 GA0387  STATE/COUNTY-  TN/SULLIVAN
 GA0387  USGS QUAD   -  KEENBURG (1960)
 GA0387
 GA0387                         *CURRENT SURVEY CONTROL
 GA0387  ___________________________________________________________________
 GA0387* NAD 83(1986)-  36 28 58.     (N)    082 14 45.     (W)     SCALED    
 GA0387* NAVD 88     -       444.878  (meters)    1459.57   (feet)  ADJUSTED  
 GA0387  ___________________________________________________________________
 GA0387  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0387  DYNAMIC HT  -         444.469 (meters)    1458.23  (feet)  COMP
 GA0387  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 GA0387
 GA0387  VERT ORDER  -  FIRST     CLASS II
 GA0387
 GA0387.The horizontal coordinates were scaled from a topographic map and have
 GA0387.an estimated accuracy of +/- 6 seconds.
 GA0387
 GA0387.The orthometric height was determined by differential leveling
 GA0387.and adjusted by the National Geodetic Survey in June 1991..
 GA0387
 GA0387.The geoid height was determined by GEOID03.
 GA0387
 GA0387.The dynamic height is computed by dividing the NAVD 88
 GA0387.geopotential number by the normal gravity value computed on the
 GA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0387.degrees latitude (g = 980.6199 gals.).
 GA0387
 GA0387.The modeled gravity was interpolated from observed gravity values.
 GA0387
 GA0387;                    North         East    Units  Estimated Accuracy
 GA0387;SPC TN       -   244,940.      936,340.      MT  (+/- 180 meters Scaled)
 GA0387
 GA0387                          SUPERSEDED SURVEY CONTROL
 GA0387
 GA0387  NGVD 29 (??/??/92)  445.032  (m)         1460.08   (f) ADJ UNCH    1 2
 GA0387
 GA0387.Superseded values are not recommended for survey control.
 GA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0387.See file dsdata.txt to determine how the superseded data were derived.
 GA0387
 GA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA884382(NAD 83)
 GA0387_MARKER: R = RIVET
 GA0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0387_SP_SET: SIGNAL
 GA0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0387
 GA0387  HISTORY     - Date     Condition        Report By
 GA0387  HISTORY     - UNK      MONUMENTED       SOURR
 GA0387  HISTORY     - 1960     GOOD             NGS
 GA0387
 GA0387                          STATION DESCRIPTION
 GA0387
 GA0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GA0387'1 MI N FROM BLUFF CITY.
 GA0387'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0387'SULLIVAN COUNTY, AT MILEPOST 10, AT SIGNAL POST 100 A, IN THE TOP
 GA0387'OF THE NORTH CORNER OF THE CONCRETE BASE, 6.5 FEET SOUTHEAST OF
 GA0387'THE SOUTHEAST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD MONEL-METAL
 GA0387'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0390 ***********************************************************************
 GA0390  DESIGNATION -  RV 17
 GA0390  PID         -  GA0390
 GA0390  STATE/COUNTY-  TN/SULLIVAN
 GA0390  USGS QUAD   -  BLUFF CITY (1968)
 GA0390
 GA0390                         *CURRENT SURVEY CONTROL
 GA0390  ___________________________________________________________________
 GA0390* NAD 83(1986)-  36 28 32.     (N)    082 15 35.     (W)     SCALED    
 GA0390* NAVD 88     -       432.782  (meters)    1419.89   (feet)  ADJUSTED  
 GA0390  ___________________________________________________________________
 GA0390  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0390  DYNAMIC HT  -         432.383 (meters)    1418.58  (feet)  COMP
 GA0390  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA0390
 GA0390  VERT ORDER  -  FIRST     CLASS II
 GA0390
 GA0390.The horizontal coordinates were scaled from a topographic map and have
 GA0390.an estimated accuracy of +/- 6 seconds.
 GA0390
 GA0390.The orthometric height was determined by differential leveling
 GA0390.and adjusted by the National Geodetic Survey in June 1991..
 GA0390
 GA0390.The geoid height was determined by GEOID03.
 GA0390
 GA0390.The dynamic height is computed by dividing the NAVD 88
 GA0390.geopotential number by the normal gravity value computed on the
 GA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0390.degrees latitude (g = 980.6199 gals.).
 GA0390
 GA0390.The modeled gravity was interpolated from observed gravity values.
 GA0390
 GA0390;                    North         East    Units  Estimated Accuracy
 GA0390;SPC TN       -   244,090.      935,120.      MT  (+/- 180 meters Scaled)
 GA0390
 GA0390                          SUPERSEDED SURVEY CONTROL
 GA0390
 GA0390  NGVD 29 (??/??/92)  432.936  (m)         1420.39   (f) ADJ UNCH    1 2
 GA0390
 GA0390.Superseded values are not recommended for survey control.
 GA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0390.See file dsdata.txt to determine how the superseded data were derived.
 GA0390
 GA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871374(NAD 83)
 GA0390_MARKER: R = RIVET
 GA0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0390_SP_SET: ABUTMENT
 GA0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0390
 GA0390  HISTORY     - Date     Condition        Report By
 GA0390  HISTORY     - UNK      MONUMENTED       SOURR
 GA0390  HISTORY     - 1960     GOOD             NGS
 GA0390
 GA0390                          STATION DESCRIPTION
 GA0390
 GA0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GA0390'AT BLUFF CITY.
 GA0390'AT BLUFF CITY, SULLIVAN COUNTY, 1,800 FEET EAST ALONG THE SOUTHERN
 GA0390'RAILWAY FROM THE STATION, AT CONCRETE UNDERPASS 10.8 A, IN THE
 GA0390'TOP OF THE SOUTH END OF THE EAST ABUTMENT, 6 FEET SOUTH OF THE
 GA0390'SOUTH RAIL, AND 6 INCHES LOWER THAN THE RAIL.  A STANDARD
 GA0390'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0395 ***********************************************************************
 GA0395  DESIGNATION -  RV 19
 GA0395  PID         -  GA0395
 GA0395  STATE/COUNTY-  TN/SULLIVAN
 GA0395  USGS QUAD   -  BLUFF CITY (1968)
 GA0395
 GA0395                         *CURRENT SURVEY CONTROL
 GA0395  ___________________________________________________________________
 GA0395* NAD 83(1986)-  36 27 20.     (N)    082 15 26.     (W)     SCALED    
 GA0395* NAVD 88     -       436.939  (meters)    1433.52   (feet)  ADJUSTED  
 GA0395  ___________________________________________________________________
 GA0395  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0395  DYNAMIC HT  -         436.534 (meters)    1432.20  (feet)  COMP
 GA0395  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 GA0395
 GA0395  VERT ORDER  -  FIRST     CLASS II
 GA0395
 GA0395.The horizontal coordinates were scaled from a topographic map and have
 GA0395.an estimated accuracy of +/- 6 seconds.
 GA0395
 GA0395.The orthometric height was determined by differential leveling
 GA0395.and adjusted by the National Geodetic Survey in June 1991..
 GA0395
 GA0395.The geoid height was determined by GEOID03.
 GA0395
 GA0395.The dynamic height is computed by dividing the NAVD 88
 GA0395.geopotential number by the normal gravity value computed on the
 GA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0395.degrees latitude (g = 980.6199 gals.).
 GA0395
 GA0395.The modeled gravity was interpolated from observed gravity values.
 GA0395
 GA0395;                    North         East    Units  Estimated Accuracy
 GA0395;SPC TN       -   241,880.      935,430.      MT  (+/- 180 meters Scaled)
 GA0395
 GA0395                          SUPERSEDED SURVEY CONTROL
 GA0395
 GA0395  NGVD 29 (??/??/92)  437.092  (m)         1434.03   (f) ADJ UNCH    1 2
 GA0395
 GA0395.Superseded values are not recommended for survey control.
 GA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0395.See file dsdata.txt to determine how the superseded data were derived.
 GA0395
 GA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA873352(NAD 83)
 GA0395_MARKER: R = RIVET
 GA0395_SETTING: 66 = SET IN ROCK OUTCROP
 GA0395_SP_SET: SET IN ROCK OUTCROP
 GA0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0395+STABILITY: POSITION/ELEVATION WELL
 GA0395
 GA0395  HISTORY     - Date     Condition        Report By
 GA0395  HISTORY     - UNK      MONUMENTED       CGS
 GA0395  HISTORY     - 1960     GOOD             TVA
 GA0395
 GA0395                          STATION DESCRIPTION
 GA0395
 GA0395'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0395'1.4 MI SW FROM BLUFF CITY.
 GA0395'1.4 MILES SOUTHWEST ALONG HIGHWAY 11 E FROM BLUFF CITY, SULLIVAN
 GA0395'COUNTY, 1.7 MILES FROM BRIDGE OVER SOUTH HOLSTON RIVER TO JUNCTION
 GA0395'WITH HIGHWAY 19E, TURN LEFT AND GO 2.2 MILES SOUTH TO NEW ROAD AND
 GA0395'GO 0.05 MILES LEFT AND TURN ON OLD BLUFF CITY ELIZABETHTON HIGHWAY
 GA0395'AND GO 2.0 MILES NORTH TO THE MARK.  MARK IS LOCATED ON WEST SIDE
 GA0395'OLD HIGHWAY AND BETWEEN OLD HIGHWAY AND GRAVEL SIDE ROAD
 GA0395'TO WEST.  MONEL RIVET SET IN LARGE PROMINENT LEDGE ROCK AT UPPER
 GA0395'SIDE GRAVEL ROAD, PLUS 160 FEET SOUTHEAST OF INTERSECTION AND
 GA0395'GRAVEL ROAD WITH BLACKTOP OLD HIGHWAY, 16 FEET EAST OF
 GA0395'CENTERLINE OF GRAVEL ROAD, 54 FEET WEST OF CENTERLINE OF BLACKTOP
 GA0395'ROAD, PLUS 150 FEET NORTHEAST OF EAST END BRIDGE OVER INDIA CREEK,
 GA0395'.9 MILE NORTH OF BENCH MARK S-11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1749 ***********************************************************************
 FB1749  DESIGNATION -  RV 2
 FB1749  PID         -  FB1749
 FB1749  STATE/COUNTY-  TN/KNOX
 FB1749  USGS QUAD   -  KNOXVILLE (1978)
 FB1749
 FB1749                         *CURRENT SURVEY CONTROL
 FB1749  ___________________________________________________________________
 FB1749* NAD 83(1986)-  35 57 15.     (N)    083 55 06.     (W)     SCALED    
 FB1749* NAVD 88     -       264.134  (meters)     866.58   (feet)  ADJUSTED  
 FB1749  ___________________________________________________________________
 FB1749  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1749  DYNAMIC HT  -         263.891 (meters)     865.78  (feet)  COMP
 FB1749  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FB1749
 FB1749  VERT ORDER  -  FIRST     CLASS II
 FB1749
 FB1749.The horizontal coordinates were scaled from a topographic map and have
 FB1749.an estimated accuracy of +/- 6 seconds.
 FB1749
 FB1749.The orthometric height was determined by differential leveling
 FB1749.and adjusted by the National Geodetic Survey in June 1991..
 FB1749
 FB1749.The geoid height was determined by GEOID03.
 FB1749
 FB1749.The dynamic height is computed by dividing the NAVD 88
 FB1749.geopotential number by the normal gravity value computed on the
 FB1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1749.degrees latitude (g = 980.6199 gals.).
 FB1749
 FB1749.The modeled gravity was interpolated from observed gravity values.
 FB1749
 FB1749;                    North         East    Units  Estimated Accuracy
 FB1749;SPC TN       -   181,830.      787,780.      MT  (+/- 180 meters Scaled)
 FB1749
 FB1749                          SUPERSEDED SURVEY CONTROL
 FB1749
 FB1749  NGVD 29 (12/12/91)  264.269  (m)          867.02   (f) ADJUSTED    1 2
 FB1749
 FB1749.Superseded values are not recommended for survey control.
 FB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1749.See file dsdata.txt to determine how the superseded data were derived.
 FB1749
 FB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367828(NAD 83)
 FB1749_MARKER: R = RIVET
 FB1749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1749_SP_SET: BRIDGE
 FB1749_MARK LOGO: SOURR 
 FB1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1749
 FB1749  HISTORY     - Date     Condition        Report By
 FB1749  HISTORY     - UNK      MONUMENTED       SOURR
 FB1749  HISTORY     - 1950     GOOD             NGS
 FB1749  HISTORY     - 1983     GOOD             NGS
 FB1749
 FB1749                          STATION DESCRIPTION
 FB1749
 FB1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1749'AT KNOXVILLE.
 FB1749'AT KNOXVILLE, KNOX COUNTY, ON THE KNOXVILLE-MARYVILLE BRANCH OF
 FB1749'THE SOUTHERN RAILWAY, AT THE SOUTHEAST END OF THE BRIDGE OVER
 FB1749'TENNESSEE RIVER, NORTHEAST OF THE TRACK, IN THE TOP OF THE
 FB1749'RETAINING WALL, AND 15 FEET NORTHWEST OF THE SOUTHEAST END OF
 FB1749'THE WALL.  A STANDARD MONEL-METAL RIVET.
 FB1749
 FB1749                          STATION RECOVERY (1983)
 FB1749
 FB1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1749'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.15 KM
 FB1749'(1.35 MI) SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE SOUTHERN
 FB1749'STATION IN KNOXVILLE TO THE MARK ON THE LEFT, IN TOP OF THE RETAINING
 FB1749'WALL, AT THE SOUTHEAST END OF THE BRIDGE OVER THE TENNESSEE RIVER,
 FB1749'1.13 METERS (3.7 FT) NORTHEAST OF THE EAST RAIL, 7.01 METERS (23.0 FT)
 FB1749'SOUTHEAST OF BM 866.3 USGS, 1.83 METERS (6.0 FT) SOUTHWEST OF A CHAIN
 FB1749'LINK FENCE AROUND A PARKING AREA.
 FB1749'THE MARK IS 1.40 METERS  SW FROM A WITNESS POST.
 FB1749'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0397 ***********************************************************************
 GA0397  DESIGNATION -  RV 20
 GA0397  PID         -  GA0397
 GA0397  STATE/COUNTY-  TN/SULLIVAN
 GA0397  USGS QUAD   -  BLUFF CITY (1968)
 GA0397
 GA0397                         *CURRENT SURVEY CONTROL
 GA0397  ___________________________________________________________________
 GA0397* NAD 83(1986)-  36 26 28.     (N)    082 15 47.     (W)     SCALED    
 GA0397* NAVD 88     -       445.824  (meters)    1462.67   (feet)  ADJUSTED  
 GA0397  ___________________________________________________________________
 GA0397  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0397  DYNAMIC HT  -         445.410 (meters)    1461.32  (feet)  COMP
 GA0397  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0397
 GA0397  VERT ORDER  -  FIRST     CLASS II
 GA0397
 GA0397.The horizontal coordinates were scaled from a topographic map and have
 GA0397.an estimated accuracy of +/- 6 seconds.
 GA0397
 GA0397.The orthometric height was determined by differential leveling
 GA0397.and adjusted by the National Geodetic Survey in June 1991..
 GA0397
 GA0397.The geoid height was determined by GEOID03.
 GA0397
 GA0397.The dynamic height is computed by dividing the NAVD 88
 GA0397.geopotential number by the normal gravity value computed on the
 GA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0397.degrees latitude (g = 980.6199 gals.).
 GA0397
 GA0397.The modeled gravity was interpolated from observed gravity values.
 GA0397
 GA0397;                    North         East    Units  Estimated Accuracy
 GA0397;SPC TN       -   240,260.      934,970.      MT  (+/- 180 meters Scaled)
 GA0397
 GA0397                          SUPERSEDED SURVEY CONTROL
 GA0397
 GA0397  NGVD 29 (??/??/92)  445.973  (m)         1463.16   (f) ADJ UNCH    1 2
 GA0397
 GA0397.Superseded values are not recommended for survey control.
 GA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0397.See file dsdata.txt to determine how the superseded data were derived.
 GA0397
 GA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA867336(NAD 83)
 GA0397_MARKER: R = RIVET
 GA0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0397_SP_SET: HEADWALL
 GA0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0397
 GA0397  HISTORY     - Date     Condition        Report By
 GA0397  HISTORY     - UNK      MONUMENTED       SOURR
 GA0397  HISTORY     - 1935     GOOD             NGS
 GA0397
 GA0397                          STATION DESCRIPTION
 GA0397
 GA0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0397'2.9 MI S FROM BLUFF CITY.
 GA0397'2.9 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0397'SULLIVAN COUNTY, 390 FEET SOUTHWEST OF MILEPOST 85, AT A DRAIN
 GA0397'UNDER THE TRACK, IN THE TOP OF NORTHWEST CONCRETE HEADWALL, 1
 GA0397'FOOT FROM THE NORTHEAST END, AND 6 FEET NORTHWEST OF THE NORTHWEST
 GA0397'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1191 ***********************************************************************
 FC1191  DESIGNATION -  RV 24
 FC1191  PID         -  FC1191
 FC1191  STATE/COUNTY-  TN/HAMILTON
 FC1191  USGS QUAD   -  CHATTANOOGA (1976)
 FC1191
 FC1191                         *CURRENT SURVEY CONTROL
 FC1191  ___________________________________________________________________
 FC1191* NAD 83(1986)-  35 00 48.     (N)    085 18 57.     (W)     SCALED    
 FC1191* NAVD 88     -       209.720  (meters)     688.06   (feet)  ADJUSTED  
 FC1191  ___________________________________________________________________
 FC1191  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FC1191  DYNAMIC HT  -         209.513 (meters)     687.38  (feet)  COMP
 FC1191  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 FC1191
 FC1191  VERT ORDER  -  FIRST     CLASS II
 FC1191
 FC1191.The horizontal coordinates were scaled from a topographic map and have
 FC1191.an estimated accuracy of +/- 6 seconds.
 FC1191
 FC1191.The orthometric height was determined by differential leveling
 FC1191.and adjusted by the National Geodetic Survey in June 1991..
 FC1191.WARNING-Repeat measurements at this control monument indicate possible
 FC1191.vertical movement.
 FC1191
 FC1191.The geoid height was determined by GEOID03.
 FC1191
 FC1191.The dynamic height is computed by dividing the NAVD 88
 FC1191.geopotential number by the normal gravity value computed on the
 FC1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1191.degrees latitude (g = 980.6199 gals.).
 FC1191
 FC1191.The modeled gravity was interpolated from observed gravity values.
 FC1191
 FC1191;                    North         East    Units  Estimated Accuracy
 FC1191;SPC TN       -    75,670.      662,450.      MT  (+/- 180 meters Scaled)
 FC1191
 FC1191                          SUPERSEDED SURVEY CONTROL
 FC1191
 FC1191  NGVD 29 (??/??/92)  209.750  (m)          688.15   (f) ADJ UNCH    1 2
 FC1191
 FC1191.Superseded values are not recommended for survey control.
 FC1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1191.See file dsdata.txt to determine how the superseded data were derived.
 FC1191
 FC1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD536758(NAD 83)
 FC1191_MARKER: R = RIVET
 FC1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1191_SP_SET: OVERPASS
 FC1191_MARK LOGO: AGSRR 
 FC1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1191
 FC1191  HISTORY     - Date     Condition        Report By
 FC1191  HISTORY     - UNK      MONUMENTED       AGSRR
 FC1191  HISTORY     - 1950     GOOD             NGS
 FC1191  HISTORY     - 1962     GOOD             NGS
 FC1191  HISTORY     - 1983     GOOD             NGS
 FC1191
 FC1191                          STATION DESCRIPTION
 FC1191
 FC1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1191'AT CHATTANOOGA.
 FC1191'AT CHATTANOOGA, ABOUT 1.15 MILES SOUTHWEST ALONG THE ALABAMA
 FC1191'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, SET IN
 FC1191'THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF RAILROAD
 FC1191'OVERPASS OVER ALTON PARK BLVD., 231 FEET EAST AND ACROSS TRACK
 FC1191'FROM MILE POST 1, 9 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 FC1191'LEVEL WITH THE TRACK.
 FC1191
 FC1191                          STATION RECOVERY (1962)
 FC1191
 FC1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1191'RECOVERED IN GOOD CONDITION.
 FC1191
 FC1191                          STATION RECOVERY (1983)
 FC1191
 FC1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1193 ***********************************************************************
 FC1193  DESIGNATION -  RV 25
 FC1193  PID         -  FC1193
 FC1193  STATE/COUNTY-  TN/HAMILTON
 FC1193  USGS QUAD   -  CHATTANOOGA (1976)
 FC1193
 FC1193                         *CURRENT SURVEY CONTROL
 FC1193  ___________________________________________________________________
 FC1193* NAD 83(1986)-  35 00 51.     (N)    085 19 43.     (W)     SCALED    
 FC1193* NAVD 88     -       212.298  (meters)     696.51   (feet)  ADJUSTED  
 FC1193  ___________________________________________________________________
 FC1193  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FC1193  DYNAMIC HT  -         212.087 (meters)     695.82  (feet)  COMP
 FC1193  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 FC1193
 FC1193  VERT ORDER  -  FIRST     CLASS II
 FC1193
 FC1193.The horizontal coordinates were scaled from a topographic map and have
 FC1193.an estimated accuracy of +/- 6 seconds.
 FC1193
 FC1193.The orthometric height was determined by differential leveling
 FC1193.and adjusted by the National Geodetic Survey in June 1991..
 FC1193
 FC1193.The geoid height was determined by GEOID03.
 FC1193
 FC1193.The dynamic height is computed by dividing the NAVD 88
 FC1193.geopotential number by the normal gravity value computed on the
 FC1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1193.degrees latitude (g = 980.6199 gals.).
 FC1193
 FC1193.The modeled gravity was interpolated from observed gravity values.
 FC1193
 FC1193;                    North         East    Units  Estimated Accuracy
 FC1193;SPC TN       -    75,750.      661,280.      MT  (+/- 180 meters Scaled)
 FC1193
 FC1193                          SUPERSEDED SURVEY CONTROL
 FC1193
 FC1193  NGVD 29 (??/??/92)  212.328  (m)          696.61   (f) ADJ UNCH    1 2
 FC1193
 FC1193.Superseded values are not recommended for survey control.
 FC1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1193.See file dsdata.txt to determine how the superseded data were derived.
 FC1193
 FC1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD524758(NAD 83)
 FC1193_MARKER: R = RIVET
 FC1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1193_SP_SET: OVERPASS
 FC1193_MARK LOGO: AGSRR 
 FC1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1193
 FC1193  HISTORY     - Date     Condition        Report By
 FC1193  HISTORY     - UNK      MONUMENTED       AGSRR
 FC1193  HISTORY     - 1950     GOOD             NGS
 FC1193  HISTORY     - 1962     GOOD             NGS
 FC1193  HISTORY     - 1983     GOOD             NGS
 FC1193
 FC1193                          STATION DESCRIPTION
 FC1193
 FC1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1193'AT CHATTANOOGA.
 FC1193'AT CHATTANOOGA, ABOUT 1.9 MILES SOUTHWEST ALONG THE ALABAMA
 FC1193'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, ABOUT
 FC1193'0.2 MILE EAST OF MILE POST 2, SET IN THE TOP OF THE NORTHEAST
 FC1193'END OF THE SOUTHEAST ABUTMENT OF RAILROAD OVERPASS OVER U.S.
 FC1193'HIGHWAYS 11, 64, 41 AND 72, 6.3 FEET NORTHEAST OF THE NORTHEAST
 FC1193'RAIL AND ABOUT 2 FEET BELOW THE TRACK.
 FC1193
 FC1193                          STATION RECOVERY (1962)
 FC1193
 FC1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1193'RECOVERED IN GOOD CONDITION.
 FC1193
 FC1193                          STATION RECOVERY (1983)
 FC1193
 FC1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1197 ***********************************************************************
 FC1197  DESIGNATION -  RV 26
 FC1197  PID         -  FC1197
 FC1197  STATE/COUNTY-  TN/HAMILTON
 FC1197  USGS QUAD   -  CHATTANOOGA (1976)
 FC1197
 FC1197                         *CURRENT SURVEY CONTROL
 FC1197  ___________________________________________________________________
 FC1197* NAD 83(1986)-  35 01 34.     (N)    085 20 46.     (W)     SCALED    
 FC1197* NAVD 88     -       212.457  (meters)     697.04   (feet)  ADJUSTED  
 FC1197  ___________________________________________________________________
 FC1197  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FC1197  DYNAMIC HT  -         212.245 (meters)     696.34  (feet)  COMP
 FC1197  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 FC1197
 FC1197  VERT ORDER  -  FIRST     CLASS II
 FC1197
 FC1197.The horizontal coordinates were scaled from a topographic map and have
 FC1197.an estimated accuracy of +/- 6 seconds.
 FC1197
 FC1197.The orthometric height was determined by differential leveling
 FC1197.and adjusted by the National Geodetic Survey in June 1991..
 FC1197.WARNING-Repeat measurements at this control monument indicate possible
 FC1197.vertical movement.
 FC1197
 FC1197.The geoid height was determined by GEOID03.
 FC1197
 FC1197.The dynamic height is computed by dividing the NAVD 88
 FC1197.geopotential number by the normal gravity value computed on the
 FC1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1197.degrees latitude (g = 980.6199 gals.).
 FC1197
 FC1197.The modeled gravity was interpolated from observed gravity values.
 FC1197
 FC1197;                    North         East    Units  Estimated Accuracy
 FC1197;SPC TN       -    77,060.      659,680.      MT  (+/- 180 meters Scaled)
 FC1197
 FC1197                          SUPERSEDED SURVEY CONTROL
 FC1197
 FC1197  NGVD 29 (??/??/92)  212.482  (m)          697.12   (f) ADJ UNCH    1 2
 FC1197
 FC1197.Superseded values are not recommended for survey control.
 FC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1197.See file dsdata.txt to determine how the superseded data were derived.
 FC1197
 FC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD508771(NAD 83)
 FC1197_MARKER: R = RIVET
 FC1197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1197_SP_SET: BRIDGE
 FC1197_MARK LOGO: AGSRR 
 FC1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1197
 FC1197  HISTORY     - Date     Condition        Report By
 FC1197  HISTORY     - UNK      MONUMENTED       AGSRR
 FC1197  HISTORY     - 1950     GOOD             NGS
 FC1197  HISTORY     - 1962     GOOD             NGS
 FC1197  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1197
 FC1197                          STATION DESCRIPTION
 FC1197
 FC1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1197'3.2 MI SW FROM CHATTANOOGA.
 FC1197'ABOUT 3.25 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1197'RAILROAD FROM ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, SET
 FC1197'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE
 FC1197'OVER LOOKOUT CREEK, 4 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET
 FC1197'SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT 1/2 FOOT
 FC1197'BELOW THE TRACK.
 FC1197
 FC1197                          STATION RECOVERY (1962)
 FC1197
 FC1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1197'RECOVERED IN GOOD CONDITION.
 FC1197
 FC1197                          STATION RECOVERY (1983)
 FC1197
 FC1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1197'NOT RECOVERED, NOT SEARCHED FOR, ROAD INACCESSIBLE, LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1204 ***********************************************************************
 FC1204  DESIGNATION -  RV 28
 FC1204  PID         -  FC1204
 FC1204  STATE/COUNTY-  TN/HAMILTON
 FC1204  USGS QUAD   -  CHATTANOOGA (1976)
 FC1204
 FC1204                         *CURRENT SURVEY CONTROL
 FC1204  ___________________________________________________________________
 FC1204* NAD 83(1986)-  35 01 14.     (N)    085 21 48.     (W)     SCALED    
 FC1204* NAVD 88     -       212.190  (meters)     696.16   (feet)  ADJUSTED  
 FC1204  ___________________________________________________________________
 FC1204  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1204  DYNAMIC HT  -         211.979 (meters)     695.47  (feet)  COMP
 FC1204  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 FC1204
 FC1204  VERT ORDER  -  FIRST     CLASS II
 FC1204
 FC1204.The horizontal coordinates were scaled from a topographic map and have
 FC1204.an estimated accuracy of +/- 6 seconds.
 FC1204
 FC1204.The orthometric height was determined by differential leveling
 FC1204.and adjusted by the National Geodetic Survey in June 1991..
 FC1204.WARNING-Repeat measurements at this control monument indicate possible
 FC1204.vertical movement.
 FC1204
 FC1204.The geoid height was determined by GEOID03.
 FC1204
 FC1204.The dynamic height is computed by dividing the NAVD 88
 FC1204.geopotential number by the normal gravity value computed on the
 FC1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1204.degrees latitude (g = 980.6199 gals.).
 FC1204
 FC1204.The modeled gravity was interpolated from observed gravity values.
 FC1204
 FC1204;                    North         East    Units  Estimated Accuracy
 FC1204;SPC TN       -    76,440.      658,110.      MT  (+/- 180 meters Scaled)
 FC1204
 FC1204                          SUPERSEDED SURVEY CONTROL
 FC1204
 FC1204  NGVD 29 (??/??/92)  212.217  (m)          696.25   (f) ADJ UNCH    1 2
 FC1204
 FC1204.Superseded values are not recommended for survey control.
 FC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1204.See file dsdata.txt to determine how the superseded data were derived.
 FC1204
 FC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD493765(NAD 83)
 FC1204_MARKER: R = RIVET
 FC1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1204_SP_SET: OVERPASS
 FC1204_MARK LOGO: AGSRR 
 FC1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1204
 FC1204  HISTORY     - Date     Condition        Report By
 FC1204  HISTORY     - UNK      MONUMENTED       AGSRR
 FC1204  HISTORY     - 1950     GOOD             NGS
 FC1204  HISTORY     - 1962     GOOD             NGS
 FC1204  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1204
 FC1204                          STATION DESCRIPTION
 FC1204
 FC1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1204'1.1 MI NE FROM WAUHATCHIE.
 FC1204'ABOUT 1.1 MILES NORTHEAST ALONG THE ALABAMA GREAT SOUTHERN
 FC1204'RAILROAD FROM THE CONTROL TOWER AT WAUHATCHIE, JUST SOUTHWEST
 FC1204'OF THE OVERPASS OVER U.S. HIGHWAYS 11 AND 64, SET IN THE TOP
 FC1204'OF THE EAST WING WALL OF THE NORTHEAST ABUTMENT OF A.G.S. RR
 FC1204'OVERPASS OVER THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 FC1204'4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHEAST BOUND
 FC1204'TRACK AND ABOUT 1 FOOT BELOW THE TRACK.
 FC1204
 FC1204                          STATION RECOVERY (1962)
 FC1204
 FC1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1204'RECOVERED IN GOOD CONDITION.
 FC1204
 FC1204                          STATION RECOVERY (1983)
 FC1204
 FC1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1204'NOT RECOVERED, ABUTMENT IS BADLY MUTILATED, UNABLE TO FIND RIVET,
 FC1204'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1205 ***********************************************************************
 FC1205  DESIGNATION -  RV 29
 FC1205  PID         -  FC1205
 FC1205  STATE/COUNTY-  TN/HAMILTON
 FC1205  USGS QUAD   -  WAUHATCHIE (1976)
 FC1205
 FC1205                         *CURRENT SURVEY CONTROL
 FC1205  ___________________________________________________________________
 FC1205* NAD 83(1986)-  35 00 27.     (N)    085 22 32.     (W)     SCALED    
 FC1205* NAVD 88     -       203.798  (meters)     668.63   (feet)  ADJUSTED  
 FC1205  ___________________________________________________________________
 FC1205  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FC1205  DYNAMIC HT  -         203.596 (meters)     667.96  (feet)  COMP
 FC1205  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 FC1205
 FC1205  VERT ORDER  -  FIRST     CLASS II
 FC1205
 FC1205.The horizontal coordinates were scaled from a topographic map and have
 FC1205.an estimated accuracy of +/- 6 seconds.
 FC1205
 FC1205.The orthometric height was determined by differential leveling
 FC1205.and adjusted by the National Geodetic Survey in June 1991..
 FC1205
 FC1205.The geoid height was determined by GEOID03.
 FC1205
 FC1205.The dynamic height is computed by dividing the NAVD 88
 FC1205.geopotential number by the normal gravity value computed on the
 FC1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1205.degrees latitude (g = 980.6199 gals.).
 FC1205
 FC1205.The modeled gravity was interpolated from observed gravity values.
 FC1205
 FC1205;                    North         East    Units  Estimated Accuracy
 FC1205;SPC TN       -    74,980.      657,000.      MT  (+/- 180 meters Scaled)
 FC1205
 FC1205                          SUPERSEDED SURVEY CONTROL
 FC1205
 FC1205  NGVD 29 (??/??/92)  203.817  (m)          668.69   (f) ADJ UNCH    1 2
 FC1205
 FC1205.Superseded values are not recommended for survey control.
 FC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1205.See file dsdata.txt to determine how the superseded data were derived.
 FC1205
 FC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD482750(NAD 83)
 FC1205_MARKER: R = RIVET
 FC1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1205_SP_SET: CONC BASE
 FC1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1205
 FC1205  HISTORY     - Date     Condition        Report By
 FC1205  HISTORY     - UNK      MONUMENTED       AGSRR
 FC1205  HISTORY     - 1950     GOOD             NGS
 FC1205  HISTORY     - 1962     GOOD             NGS
 FC1205
 FC1205                          STATION DESCRIPTION
 FC1205
 FC1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1205'AT WAUHATCHIE.
 FC1205'AT WAUHATCHIE, SET IN THE TOP OF THE CONCRETE BASE OF THE BRICK
 FC1205'CONTROL TOWER LOCATED BETWEEN THE ALABAMA GREAT SOUTHERN RAILROAD
 FC1205'AND THE NASHVILLE CHATTANOOGA AND ST. LOUIS RAILWAY, 3.3 FEET
 FC1205'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 1.2 FEET EAST OF
 FC1205'THE EAST FACE OF THE BUILDING AND ABOUT 1/2 FOOT ABOVE TRACKS.
 FC1205
 FC1205                          STATION RECOVERY (1962)
 FC1205
 FC1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1753 ***********************************************************************
 FB1753  DESIGNATION -  RV 3
 FB1753  PID         -  FB1753
 FB1753  STATE/COUNTY-  TN/KNOX
 FB1753  USGS QUAD   -  KNOXVILLE (1978)
 FB1753
 FB1753                         *CURRENT SURVEY CONTROL
 FB1753  ___________________________________________________________________
 FB1753* NAD 83(1986)-  35 55 48.     (N)    083 55 06.     (W)     SCALED    
 FB1753* NAVD 88     -       264.409  (meters)     867.48   (feet)  ADJUSTED  
 FB1753  ___________________________________________________________________
 FB1753  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1753  DYNAMIC HT  -         264.165 (meters)     866.68  (feet)  COMP
 FB1753  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FB1753
 FB1753  VERT ORDER  -  FIRST     CLASS II
 FB1753
 FB1753.The horizontal coordinates were scaled from a topographic map and have
 FB1753.an estimated accuracy of +/- 6 seconds.
 FB1753
 FB1753.The orthometric height was determined by differential leveling
 FB1753.and adjusted by the National Geodetic Survey in June 1991..
 FB1753
 FB1753.The geoid height was determined by GEOID03.
 FB1753
 FB1753.The dynamic height is computed by dividing the NAVD 88
 FB1753.geopotential number by the normal gravity value computed on the
 FB1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1753.degrees latitude (g = 980.6199 gals.).
 FB1753
 FB1753.The modeled gravity was interpolated from observed gravity values.
 FB1753
 FB1753;                    North         East    Units  Estimated Accuracy
 FB1753;SPC TN       -   179,150.      787,830.      MT  (+/- 180 meters Scaled)
 FB1753
 FB1753                          SUPERSEDED SURVEY CONTROL
 FB1753
 FB1753  NGVD 29 (??/??/92)  264.545  (m)          867.93   (f) ADJ UNCH    1 2
 FB1753
 FB1753.Superseded values are not recommended for survey control.
 FB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1753.See file dsdata.txt to determine how the superseded data were derived.
 FB1753
 FB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367801(NAD 83)
 FB1753_MARKER: R = RIVET
 FB1753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1753_SP_SET: ABUTMENT
 FB1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1753
 FB1753  HISTORY     - Date     Condition        Report By
 FB1753  HISTORY     - UNK      MONUMENTED       SOURR
 FB1753  HISTORY     - 1950     GOOD             NGS
 FB1753  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1753
 FB1753                          STATION DESCRIPTION
 FB1753
 FB1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1753'AT VESTAL.
 FB1753'AT VESTAL, KNOX COUNTY, ON THE SOUTHERN RAILWAY, ABOUT 210 YARDS
 FB1753'NORTH OF MILEPOST 3, 77 YARDS SOUTH OF THE GRADE CROSSING OF
 FB1753'KENDORA STREET, AT BRIDGE B 3 OVER THE MARYVILLE ROAD, IN THE TOP
 FB1753'OF THE NORTH ABUTMENT, BETWEEN THE SECOND AND THIRD TIES SOUTH
 FB1753'OF THE NORTH END OF THE BRIDGE, 1 FOOT EAST OF THE WEST RAIL,
 FB1753'AND 1.3 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 FB1753'MONEL-METAL RIVET.
 FB1753
 FB1753                          STATION RECOVERY (1983)
 FB1753
 FB1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0406 ***********************************************************************
 EE0406  DESIGNATION -  RV 30
 EE0406  PID         -  EE0406
 EE0406  STATE/COUNTY-  TN/HAMILTON
 EE0406  USGS QUAD   -  HOOKER (1982)
 EE0406
 EE0406                         *CURRENT SURVEY CONTROL
 EE0406  ___________________________________________________________________
 EE0406* NAD 83(1986)-  34 59 50.     (N)    085 23 01.     (W)     SCALED    
 EE0406* NAVD 88     -       201.899  (meters)     662.40   (feet)  ADJUSTED  
 EE0406  ___________________________________________________________________
 EE0406  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE0406  DYNAMIC HT  -         201.698 (meters)     661.74  (feet)  COMP
 EE0406  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 EE0406
 EE0406  VERT ORDER  -  SECOND    CLASS 0
 EE0406
 EE0406.The horizontal coordinates were scaled from a topographic map and have
 EE0406.an estimated accuracy of +/- 6 seconds.
 EE0406
 EE0406.The orthometric height was determined by differential leveling
 EE0406.and adjusted by the National Geodetic Survey in June 1991..
 EE0406
 EE0406.The geoid height was determined by GEOID03.
 EE0406
 EE0406.The dynamic height is computed by dividing the NAVD 88
 EE0406.geopotential number by the normal gravity value computed on the
 EE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0406.degrees latitude (g = 980.6199 gals.).
 EE0406
 EE0406.The modeled gravity was interpolated from observed gravity values.
 EE0406
 EE0406;                    North         East    Units  Estimated Accuracy
 EE0406;SPC TN       -    73,840.      656,270.      MT  (+/- 180 meters Scaled)
 EE0406
 EE0406                          SUPERSEDED SURVEY CONTROL
 EE0406
 EE0406  NGVD 29 (??/??/92)  201.931  (m)          662.50   (f) ADJ UNCH    2 0
 EE0406
 EE0406.Superseded values are not recommended for survey control.
 EE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0406.See file dsdata.txt to determine how the superseded data were derived.
 EE0406
 EE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD475739(NAD 83)
 EE0406_MARKER: R = RIVET
 EE0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0406_SP_SET: BRIDGE
 EE0406_MARK LOGO: AGSRR 
 EE0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0406
 EE0406  HISTORY     - Date     Condition        Report By
 EE0406  HISTORY     - UNK      MONUMENTED       AGSRR
 EE0406  HISTORY     - 1964     GOOD             NGS
 EE0406  HISTORY     - 1983     POOR             NGS
 EE0406
 EE0406                          STATION DESCRIPTION
 EE0406
 EE0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE0406'0.9 MI SW FROM WAUHATCHIE.
 EE0406'ABOUT 6.3 MILES SOUTHWESTERLY ALONG ALABAMA GREAT SOUTHERN
 EE0406'RAILROAD FROM THE STATION (ZERO MILEAGE) IN CHATTANOOGA, ABOUT
 EE0406'0.9 MILE SSW ALONG SAME FROM THE CONTROL TOWER CALLED WAUHATCHIE
 EE0406'AT CROSSING OF SAID AND LOUISVILLE AND NASHVILLE R.R., ABOUT 0.5
 EE0406'MILE SSW ALONG THE SOUTHERN R.R. FROM THE WAUHATCHIE ROAD
 EE0406'CROSSING, 1.35 MILES NORTHEASTERLY FROM THE L. AND N. BRIDGE
 EE0406'OVER HWY. AND A.G.S. R.R., 16 FEET ESE OF E RAIL, ABOUT 7 FEET
 EE0406'LOWER THAN TOP OF SAME, IN APPROXIMATE CENTER OF THE HEADWALL
 EE0406'OF ARCHED 6-FOOT-SPAN 50-FOOT-LONG CULVERT (3/4 BRICK AND 1/4
 EE0406'CONCRETE) WITH 1909 INCISED IN THE CONCRETE DIRECTLY UNDER THE
 EE0406'MARK.
 EE0406
 EE0406                          STATION RECOVERY (1983)
 EE0406
 EE0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0406'RECOVERED IN POOR CONDITION, NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0405 ***********************************************************************
 EE0405  DESIGNATION -  RV 31
 EE0405  PID         -  EE0405
 EE0405  STATE/COUNTY-  TN/HAMILTON
 EE0405  USGS QUAD   -  HOOKER (1982)
 EE0405
 EE0405                         *CURRENT SURVEY CONTROL
 EE0405  ___________________________________________________________________
 EE0405* NAD 83(1986)-  34 59 26.     (N)    085 23 18.     (W)     SCALED    
 EE0405* NAVD 88     -       205.316  (meters)     673.61   (feet)  ADJUSTED  
 EE0405  ___________________________________________________________________
 EE0405  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0405  DYNAMIC HT  -         205.112 (meters)     672.94  (feet)  COMP
 EE0405  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 EE0405
 EE0405  VERT ORDER  -  SECOND    CLASS 0
 EE0405
 EE0405.The horizontal coordinates were scaled from a topographic map and have
 EE0405.an estimated accuracy of +/- 6 seconds.
 EE0405
 EE0405.The orthometric height was determined by differential leveling
 EE0405.and adjusted by the National Geodetic Survey in June 1991..
 EE0405
 EE0405.The geoid height was determined by GEOID03.
 EE0405
 EE0405.The dynamic height is computed by dividing the NAVD 88
 EE0405.geopotential number by the normal gravity value computed on the
 EE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0405.degrees latitude (g = 980.6199 gals.).
 EE0405
 EE0405.The modeled gravity was interpolated from observed gravity values.
 EE0405
 EE0405;                    North         East    Units  Estimated Accuracy
 EE0405;SPC TN       -    73,100.      655,850.      MT  (+/- 180 meters Scaled)
 EE0405
 EE0405                          SUPERSEDED SURVEY CONTROL
 EE0405
 EE0405  NGVD 29 (??/??/92)  205.349  (m)          673.72   (f) ADJ UNCH    2 0
 EE0405
 EE0405.Superseded values are not recommended for survey control.
 EE0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0405.See file dsdata.txt to determine how the superseded data were derived.
 EE0405
 EE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD470731(NAD 83)
 EE0405_MARKER: R = RIVET
 EE0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0405_SP_SET: FOUNDATION
 EE0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0405
 EE0405  HISTORY     - Date     Condition        Report By
 EE0405  HISTORY     - UNK      MONUMENTED       AGSRR
 EE0405  HISTORY     - 1934     GOOD             NGS
 EE0405  HISTORY     - 1964     MARK NOT FOUND   AGSRR
 EE0405
 EE0405                          STATION DESCRIPTION
 EE0405
 EE0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EE0405'1.5 MI SW FROM WAUHATCHIE.
 EE0405'1.5 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN RAILROAD
 EE0405'FROM WAUHATCHIE, HAMILTON COUNTY, 100 YARDS NORTH OF MILEPOST 7,
 EE0405'20 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AT DOUBLE
 EE0405'BLOCK SIGNAL 6.9, AND IN THE TOP OF THE NORTHEAST CORNER OF THE
 EE0405'CONCRETE BASE OF THE WEST SIGNAL TOWER.  A STANDARD MONEL-METAL
 EE0405'RIVET.
 EE0405
 EE0405                          STATION RECOVERY (1964)
 EE0405
 EE0405'RECOVERY NOTE BY ALABAMA GREAT SOUTHERN RAILROAD 1964
 EE0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1884 ***********************************************************************
 FB1884  DESIGNATION -  RV 36
 FB1884  PID         -  FB1884
 FB1884  STATE/COUNTY-  TN/KNOX
 FB1884  USGS QUAD   -  KNOXVILLE (1978)
 FB1884
 FB1884                         *CURRENT SURVEY CONTROL
 FB1884  ___________________________________________________________________
 FB1884* NAD 83(1986)-  35 59 31.     (N)    083 56 42.     (W)     SCALED    
 FB1884* NAVD 88     -       296.721  (meters)     973.49   (feet)  ADJUSTED  
 FB1884  ___________________________________________________________________
 FB1884  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1884  DYNAMIC HT  -         296.446 (meters)     972.59  (feet)  COMP
 FB1884  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FB1884
 FB1884  VERT ORDER  -  SECOND    CLASS 0
 FB1884
 FB1884.The horizontal coordinates were scaled from a topographic map and have
 FB1884.an estimated accuracy of +/- 6 seconds.
 FB1884
 FB1884.The orthometric height was determined by differential leveling
 FB1884.and adjusted by the National Geodetic Survey in June 1991..
 FB1884
 FB1884.The geoid height was determined by GEOID03.
 FB1884
 FB1884.The dynamic height is computed by dividing the NAVD 88
 FB1884.geopotential number by the normal gravity value computed on the
 FB1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1884.degrees latitude (g = 980.6199 gals.).
 FB1884
 FB1884.The modeled gravity was interpolated from observed gravity values.
 FB1884
 FB1884;                    North         East    Units  Estimated Accuracy
 FB1884;SPC TN       -   185,970.      785,280.      MT  (+/- 180 meters Scaled)
 FB1884
 FB1884                          SUPERSEDED SURVEY CONTROL
 FB1884
 FB1884  NGVD 29 (??/??/92)  296.849  (m)          973.91   (f) ADJ UNCH    2 0
 FB1884
 FB1884.Superseded values are not recommended for survey control.
 FB1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1884.See file dsdata.txt to determine how the superseded data were derived.
 FB1884
 FB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV345870(NAD 83)
 FB1884_MARKER: R = RIVET
 FB1884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1884_SP_SET: OVERPASS
 FB1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1884
 FB1884  HISTORY     - Date     Condition        Report By
 FB1884  HISTORY     - UNK      MONUMENTED       SOURR
 FB1884  HISTORY     - 1950     GOOD             NGS
 FB1884  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1884
 FB1884                          STATION DESCRIPTION
 FB1884
 FB1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1884'AT KNOXVILLE.
 FB1884'AT KNOXVILLE, AT THE CENTRAL AVENUE OVERPASS OF THE SOUTHERN
 FB1884'RAILROAD (BRIDGE 2.2 CG), IN THE TOP OF THE BACKWALL OF THE EAST
 FB1884'CONCRETE ABUTMENT, AND 5.6 FEET NORTH OF THE CENTERLINE OF THE
 FB1884'MAIN TRACK.  A MONEL-METAL RIVET.
 FB1884
 FB1884                          STATION RECOVERY (1982)
 FB1884
 FB1884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2318 ***********************************************************************
 GA2318  DESIGNATION -  RV 38
 GA2318  PID         -  GA2318
 GA2318  STATE/COUNTY-  TN/KNOX
 GA2318  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2318
 GA2318                         *CURRENT SURVEY CONTROL
 GA2318  ___________________________________________________________________
 GA2318* NAD 83(1986)-  36 01 47.     (N)    083 54 14.     (W)     SCALED    
 GA2318* NAVD 88     -       295.821  (meters)     970.54   (feet)  ADJUSTED  
 GA2318  ___________________________________________________________________
 GA2318  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2318  DYNAMIC HT  -         295.546 (meters)     969.64  (feet)  COMP
 GA2318  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA2318
 GA2318  VERT ORDER  -  SECOND    CLASS 0
 GA2318
 GA2318.The horizontal coordinates were scaled from a topographic map and have
 GA2318.an estimated accuracy of +/- 6 seconds.
 GA2318
 GA2318.The orthometric height was determined by differential leveling
 GA2318.and adjusted by the National Geodetic Survey in June 1991..
 GA2318
 GA2318.The geoid height was determined by GEOID03.
 GA2318
 GA2318.The dynamic height is computed by dividing the NAVD 88
 GA2318.geopotential number by the normal gravity value computed on the
 GA2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2318.degrees latitude (g = 980.6199 gals.).
 GA2318
 GA2318.The modeled gravity was interpolated from observed gravity values.
 GA2318
 GA2318;                    North         East    Units  Estimated Accuracy
 GA2318;SPC TN       -   190,240.      788,900.      MT  (+/- 180 meters Scaled)
 GA2318
 GA2318                          SUPERSEDED SURVEY CONTROL
 GA2318
 GA2318  NGVD 29 (??/??/92)  295.952  (m)          970.97   (f) ADJ UNCH    2 0
 GA2318
 GA2318.Superseded values are not recommended for survey control.
 GA2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2318.See file dsdata.txt to determine how the superseded data were derived.
 GA2318
 GA2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383911(NAD 83)
 GA2318_MARKER: R = RIVET
 GA2318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2318_SP_SET: BRIDGE
 GA2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2318
 GA2318  HISTORY     - Date     Condition        Report By
 GA2318  HISTORY     - 1934     MONUMENTED       CGS
 GA2318  HISTORY     - 1964     GOOD             NGS
 GA2318  HISTORY     - 1981     GOOD             LOCENG
 GA2318
 GA2318                          STATION DESCRIPTION
 GA2318
 GA2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2318'5.9 MI NE FROM KNOXVILLE.
 GA2318'5.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2318'KNOXVILLE, KNOX COUNTY, 20 RAILS SOUTH OF MILEPOST 6, AT THE WYE
 GA2318'FORMED BY THE MAIN TRACK AND THE BRANCH LINE TO CUMBERLAND GAP,
 GA2318'AT THE BRIDGE OVER WHITE CREEK, IN THE CENTER OF THE TOP OF THE
 GA2318'BACKWALL OF THE SOUTH CONCRETE ABUTMENT, AND 8.5 FEET WEST OF
 GA2318'THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 GA2318
 GA2318                          STATION RECOVERY (1964)
 GA2318
 GA2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2318'RECOVERED IN GOOD CONDITION.
 GA2318
 GA2318                          STATION RECOVERY (1981)
 GA2318
 GA2318'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2318'APPROXIMATELY 18 FT. N.W. OF A U.S.C. AND G. S. BENCH MARK DISK
 GA2318'DESINGATED Z 234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2314 ***********************************************************************
 GA2314  DESIGNATION -  RV 39
 GA2314  PID         -  GA2314
 GA2314  STATE/COUNTY-  TN/KNOX
 GA2314  USGS QUAD   -  JOHN SEVIER (1992)
 GA2314
 GA2314                         *CURRENT SURVEY CONTROL
 GA2314  ___________________________________________________________________
 GA2314* NAD 83(1986)-  36 05 12.     (N)    083 50 08.     (W)     SCALED    
 GA2314* NAVD 88     -       322.838  (meters)    1059.18   (feet)  POSTED    
 GA2314  ___________________________________________________________________
 GA2314  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2314  DYNAMIC HT  -         322.540 (meters)    1058.20  (feet)  COMP
 GA2314  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 GA2314
 GA2314  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA2314
 GA2314.The horizontal coordinates were scaled from a topographic map and have
 GA2314.an estimated accuracy of +/- 6 seconds.
 GA2314
 GA2314.The orthometric height was determined by differential leveling
 GA2314.and adjusted by the National Geodetic Survey in 1992..
 GA2314.No vertical observational check was made to the station.
 GA2314.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA2314.was located on a no-check spur therefore a value was not computed.
 GA2314
 GA2314.The geoid height was determined by GEOID03.
 GA2314
 GA2314.The dynamic height is computed by dividing the NAVD 88
 GA2314.geopotential number by the normal gravity value computed on the
 GA2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2314.degrees latitude (g = 980.6199 gals.).
 GA2314
 GA2314.The modeled gravity was interpolated from observed gravity values.
 GA2314
 GA2314;                    North         East    Units  Estimated Accuracy
 GA2314;SPC TN       -   196,690.      794,920.      MT  (+/- 180 meters Scaled)
 GA2314
 GA2314                          SUPERSEDED SURVEY CONTROL
 GA2314
 GA2314  NGVD 29 (??/??/92)  322.935  (m)         1059.50   (f) ADJ UNCH    2 0
 GA2314
 GA2314.Superseded values are not recommended for survey control.
 GA2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2314.See file dsdata.txt to determine how the superseded data were derived.
 GA2314
 GA2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446972(NAD 83)
 GA2314_MARKER: DD = SURVEY DISK
 GA2314_SETTING: 66 = SET IN ROCK OUTCROP
 GA2314_SP_SET: ROCK OUTCROP
 GA2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2314+STABILITY: POSITION/ELEVATION WELL
 GA2314
 GA2314  HISTORY     - Date     Condition        Report By
 GA2314  HISTORY     - UNK      MONUMENTED       SOURR
 GA2314  HISTORY     - 1950     GOOD             NGS
 GA2314
 GA2314                          STATION DESCRIPTION
 GA2314
 GA2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2314'AT MALONEYVILLE.
 GA2314'AT MALONEYVILLE, KNOX COUNTY, ON THE SOUTHERN RAILWAY, 6 RAILS
 GA2314'SOUTH OF THE STATION, 4-3/4 RAILS NORTH OF A ROAD CROSSING, 7
 GA2314'FEET WEST OF THE WEST RAIL, IN THE TOP OF A 3- BY 3-FOOT ROCK
 GA2314'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 GA2314'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1754 ***********************************************************************
 FB1754  DESIGNATION -  RV 4
 FB1754  PID         -  FB1754
 FB1754  STATE/COUNTY-  TN/KNOX
 FB1754  USGS QUAD   -  KNOXVILLE (1978)
 FB1754
 FB1754                         *CURRENT SURVEY CONTROL
 FB1754  ___________________________________________________________________
 FB1754* NAD 83(1986)-  35 53 47.     (N)    083 55 47.     (W)     SCALED    
 FB1754* NAVD 88     -       263.381  (meters)     864.11   (feet)  ADJUSTED  
 FB1754  ___________________________________________________________________
 FB1754  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1754  DYNAMIC HT  -         263.137 (meters)     863.31  (feet)  COMP
 FB1754  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FB1754
 FB1754  VERT ORDER  -  FIRST     CLASS II
 FB1754
 FB1754.The horizontal coordinates were scaled from a topographic map and have
 FB1754.an estimated accuracy of +/- 6 seconds.
 FB1754
 FB1754.The orthometric height was determined by differential leveling
 FB1754.and adjusted by the National Geodetic Survey in June 1991..
 FB1754
 FB1754.The geoid height was determined by GEOID03.
 FB1754
 FB1754.The dynamic height is computed by dividing the NAVD 88
 FB1754.geopotential number by the normal gravity value computed on the
 FB1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1754.degrees latitude (g = 980.6199 gals.).
 FB1754
 FB1754.The modeled gravity was interpolated from observed gravity values.
 FB1754
 FB1754;                    North         East    Units  Estimated Accuracy
 FB1754;SPC TN       -   175,400.      786,880.      MT  (+/- 180 meters Scaled)
 FB1754
 FB1754                          SUPERSEDED SURVEY CONTROL
 FB1754
 FB1754  NGVD 29 (??/??/92)  263.510  (m)          864.53   (f) ADJ UNCH    1 2
 FB1754
 FB1754.Superseded values are not recommended for survey control.
 FB1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1754.See file dsdata.txt to determine how the superseded data were derived.
 FB1754
 FB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355764(NAD 83)
 FB1754_MARKER: R = RIVET
 FB1754_SETTING: 66 = SET IN ROCK OUTCROP
 FB1754_SP_SET: ROCK CUT
 FB1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1754+STABILITY: POSITION/ELEVATION WELL
 FB1754
 FB1754  HISTORY     - Date     Condition        Report By
 FB1754  HISTORY     - UNK      MONUMENTED       SOURR
 FB1754  HISTORY     - 1950     GOOD             NGS
 FB1754  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1754
 FB1754                          STATION DESCRIPTION
 FB1754
 FB1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1754'1.2 MI S FROM MOUNT OLIVE.
 FB1754'1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1754'AT MOUNT OLIVE, KNOX COUNTY, 0.6 MILE SOUTH OF MILEPOST 5,
 FB1754'ABOUT 300 FEET SOUTHEAST OF A DIRT-ROAD CROSSING, IN THE NORTHWEST
 FB1754'END OF A ROCK CUT, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 FB1754'ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD MONEL-METAL RIVET.
 FB1754
 FB1754                          STATION RECOVERY (1983)
 FB1754
 FB1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2311 ***********************************************************************
 GA2311  DESIGNATION -  RV 40
 GA2311  PID         -  GA2311
 GA2311  STATE/COUNTY-  TN/KNOX
 GA2311  USGS QUAD   -  JOHN SEVIER (1992)
 GA2311
 GA2311                         *CURRENT SURVEY CONTROL
 GA2311  ___________________________________________________________________
 GA2311* NAD 83(1986)-  36 07 07.     (N)    083 49 26.     (W)     SCALED    
 GA2311* NAVD 88     -       325.764  (meters)    1068.78   (feet)  POSTED    
 GA2311  ___________________________________________________________________
 GA2311  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2311  DYNAMIC HT  -         325.470 (meters)    1067.81  (feet)  COMP
 GA2311  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 GA2311
 GA2311  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2311
 GA2311.The horizontal coordinates were scaled from a topographic map and have
 GA2311.an estimated accuracy of +/- 6 seconds.
 GA2311
 GA2311.The orthometric height was determined by differential leveling
 GA2311.and adjusted by the National Geodetic Survey in 1992..
 GA2311.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2311.rate of 4.1 thru 8.0 mm/km.
 GA2311
 GA2311.The geoid height was determined by GEOID03.
 GA2311
 GA2311.The dynamic height is computed by dividing the NAVD 88
 GA2311.geopotential number by the normal gravity value computed on the
 GA2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2311.degrees latitude (g = 980.6199 gals.).
 GA2311
 GA2311.The modeled gravity was interpolated from observed gravity values.
 GA2311
 GA2311;                    North         East    Units  Estimated Accuracy
 GA2311;SPC TN       -   200,250.      795,890.      MT  (+/- 180 meters Scaled)
 GA2311
 GA2311                          SUPERSEDED SURVEY CONTROL
 GA2311
 GA2311  NGVD 29 (??/??/92)  325.848  (m)         1069.05   (f) ADJ UNCH    2 0
 GA2311
 GA2311.Superseded values are not recommended for survey control.
 GA2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2311.See file dsdata.txt to determine how the superseded data were derived.
 GA2311
 GA2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA458007(NAD 83)
 GA2311_MARKER: R = RIVET
 GA2311_SETTING: 66 = SET IN ROCK OUTCROP
 GA2311_SP_SET: ROCK OUTCROP
 GA2311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2311+STABILITY: POSITION/ELEVATION WELL
 GA2311
 GA2311  HISTORY     - Date     Condition        Report By
 GA2311  HISTORY     - UNK      MONUMENTED       SOURR
 GA2311  HISTORY     - 1934     GOOD             NGS
 GA2311
 GA2311                          STATION DESCRIPTION
 GA2311
 GA2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2311'2.4 MI N FROM MALONEYVILLE.
 GA2311'2.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2311'MALONEYVILLE, KNOX COUNTY, 2-1/2 RAILS NORTH OF MILEPOST 14,
 GA2311'15 FEET EAST OF A POLE, IN THE TOP OF A 3- BY 6-FOOT ROCK OUTCROP
 GA2311'IN THE WEST SIDE OF A 15-FOOT CUT, 9 FEET WEST OF THE WEST RAIL,
 GA2311'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL
 GA2311'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2309 ***********************************************************************
 GA2309  DESIGNATION -  RV 41
 GA2309  PID         -  GA2309
 GA2309  STATE/COUNTY-  TN/KNOX
 GA2309  USGS QUAD   -  GRAVESTON (1987)
 GA2309
 GA2309                         *CURRENT SURVEY CONTROL
 GA2309  ___________________________________________________________________
 GA2309* NAD 83(1986)-  36 09 00.     (N)    083 47 07.     (W)     SCALED    
 GA2309* NAVD 88     -       323.117  (meters)    1060.09   (feet)  ADJUSTED  
 GA2309  ___________________________________________________________________
 GA2309  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2309  DYNAMIC HT  -         322.822 (meters)    1059.13  (feet)  COMP
 GA2309  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA2309
 GA2309  VERT ORDER  -  SECOND    CLASS 0
 GA2309
 GA2309.The horizontal coordinates were scaled from a topographic map and have
 GA2309.an estimated accuracy of +/- 6 seconds.
 GA2309
 GA2309.The orthometric height was determined by differential leveling
 GA2309.and adjusted by the National Geodetic Survey in June 1991..
 GA2309
 GA2309.The geoid height was determined by GEOID03.
 GA2309
 GA2309.The dynamic height is computed by dividing the NAVD 88
 GA2309.geopotential number by the normal gravity value computed on the
 GA2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2309.degrees latitude (g = 980.6199 gals.).
 GA2309
 GA2309.The modeled gravity was interpolated from observed gravity values.
 GA2309
 GA2309;                    North         East    Units  Estimated Accuracy
 GA2309;SPC TN       -   203,810.      799,280.      MT  (+/- 180 meters Scaled)
 GA2309
 GA2309                          SUPERSEDED SURVEY CONTROL
 GA2309
 GA2309  NGVD 29 (??/??/92)  323.185  (m)         1060.32   (f) ADJ UNCH    2 0
 GA2309
 GA2309.Superseded values are not recommended for survey control.
 GA2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2309.See file dsdata.txt to determine how the superseded data were derived.
 GA2309
 GA2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA494041(NAD 83)
 GA2309_MARKER: R = RIVET
 GA2309_SETTING: 66 = SET IN ROCK OUTCROP
 GA2309_SP_SET: ROCK OUTCROP
 GA2309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2309+STABILITY: POSITION/ELEVATION WELL
 GA2309
 GA2309  HISTORY     - Date     Condition        Report By
 GA2309  HISTORY     - UNK      MONUMENTED       SOURR
 GA2309  HISTORY     - 1949     MARK NOT FOUND   NGS
 GA2309  HISTORY     - 1964     GOOD             NGS
 GA2309
 GA2309                          STATION DESCRIPTION
 GA2309
 GA2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2309'0.4 MI SW FROM CORRYTON.
 GA2309'0.4 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2309'AT CORRYTON, KNOX COUNTY, 5-1/4 RAILS SOUTH OF MILEPOST 17, 7-3/4
 GA2309'RAILS SOUTH OF A ROAD CROSSING, 9 FEET EAST OF THE EAST RAIL, IN
 GA2309'A 4-FOOT CUT, IN THE TOP OF A 2- BY 4-FOOT ROCK OUTCROP, AND ABOUT
 GA2309'2 FEET HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 GA2309
 GA2309                          STATION RECOVERY (1964)
 GA2309
 GA2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2305 ***********************************************************************
 GA2305  DESIGNATION -  RV 42
 GA2305  PID         -  GA2305
 GA2305  STATE/COUNTY-  TN/UNION
 GA2305  USGS QUAD   -  LUTTRELL (1988)
 GA2305
 GA2305                         *CURRENT SURVEY CONTROL
 GA2305  ___________________________________________________________________
 GA2305* NAD 83(1986)-  36 11 56.     (N)    083 44 29.     (W)     SCALED    
 GA2305* NAVD 88     -       323.475  (meters)    1061.27   (feet)  ADJUSTED  
 GA2305  ___________________________________________________________________
 GA2305  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2305  DYNAMIC HT  -         323.179 (meters)    1060.30  (feet)  COMP
 GA2305  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 GA2305
 GA2305  VERT ORDER  -  SECOND    CLASS 0
 GA2305
 GA2305.The horizontal coordinates were scaled from a topographic map and have
 GA2305.an estimated accuracy of +/- 6 seconds.
 GA2305
 GA2305.The orthometric height was determined by differential leveling
 GA2305.and adjusted by the National Geodetic Survey in June 1991..
 GA2305
 GA2305.The geoid height was determined by GEOID03.
 GA2305
 GA2305.The dynamic height is computed by dividing the NAVD 88
 GA2305.geopotential number by the normal gravity value computed on the
 GA2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2305.degrees latitude (g = 980.6199 gals.).
 GA2305
 GA2305.The modeled gravity was interpolated from observed gravity values.
 GA2305
 GA2305;                    North         East    Units  Estimated Accuracy
 GA2305;SPC TN       -   209,330.      803,110.      MT  (+/- 180 meters Scaled)
 GA2305
 GA2305                          SUPERSEDED SURVEY CONTROL
 GA2305
 GA2305  NGVD 29 (??/??/92)  323.546  (m)         1061.50   (f) ADJ UNCH    2 0
 GA2305
 GA2305.Superseded values are not recommended for survey control.
 GA2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2305.See file dsdata.txt to determine how the superseded data were derived.
 GA2305
 GA2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA535094(NAD 83)
 GA2305_MARKER: R = RIVET
 GA2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2305_SP_SET: CULVERT
 GA2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2305
 GA2305  HISTORY     - Date     Condition        Report By
 GA2305  HISTORY     - UNK      MONUMENTED       SOURR
 GA2305  HISTORY     - 1949     GOOD             NGS
 GA2305
 GA2305                          STATION DESCRIPTION
 GA2305
 GA2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2305'AT LUTTRELL.
 GA2305'AT LUTTRELL, UNION COUNTY, ON THE SOUTHERN RAILWAY, 52.5 FEET
 GA2305'NORTHEAST OF THE EAST CORNER OF THE STATION, 16 FEET NORTHWEST OF
 GA2305'THE NORTHWEST RAIL OF THE MAIN TRACK, 11.3 FEET SOUTHEAST OF A
 GA2305'POLE, AT AN 18-INCH CONCRETE-PIPE CULVERT UNDER THE STATION
 GA2305'PLATFORM, AND IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GA2305'CONCRETE HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2303 ***********************************************************************
 GA2303  DESIGNATION -  RV 43
 GA2303  PID         -  GA2303
 GA2303  STATE/COUNTY-  TN/UNION
 GA2303  USGS QUAD   -  LUTTRELL (1988)
 GA2303
 GA2303                         *CURRENT SURVEY CONTROL
 GA2303  ___________________________________________________________________
 GA2303* NAD 83(1986)-  36 13 40.     (N)    083 42 43.     (W)     SCALED    
 GA2303* NAVD 88     -       356.543  (meters)    1169.76   (feet)  ADJUSTED  
 GA2303  ___________________________________________________________________
 GA2303  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2303  DYNAMIC HT  -         356.215 (meters)    1168.68  (feet)  COMP
 GA2303  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2303
 GA2303  VERT ORDER  -  SECOND    CLASS 0
 GA2303
 GA2303.The horizontal coordinates were scaled from a topographic map and have
 GA2303.an estimated accuracy of +/- 6 seconds.
 GA2303
 GA2303.The orthometric height was determined by differential leveling
 GA2303.and adjusted by the National Geodetic Survey in June 1991..
 GA2303
 GA2303.The geoid height was determined by GEOID03.
 GA2303
 GA2303.The dynamic height is computed by dividing the NAVD 88
 GA2303.geopotential number by the normal gravity value computed on the
 GA2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2303.degrees latitude (g = 980.6199 gals.).
 GA2303
 GA2303.The modeled gravity was interpolated from observed gravity values.
 GA2303
 GA2303;                    North         East    Units  Estimated Accuracy
 GA2303;SPC TN       -   212,590.      805,680.      MT  (+/- 180 meters Scaled)
 GA2303
 GA2303                          SUPERSEDED SURVEY CONTROL
 GA2303
 GA2303  NGVD 29 (??/??/92)  356.608  (m)         1169.97   (f) ADJ UNCH    2 0
 GA2303
 GA2303.Superseded values are not recommended for survey control.
 GA2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2303.See file dsdata.txt to determine how the superseded data were derived.
 GA2303
 GA2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA562126(NAD 83)
 GA2303_MARKER: R = RIVET
 GA2303_SETTING: 66 = SET IN ROCK OUTCROP
 GA2303_SP_SET: LIMESTONE OUTCROP
 GA2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2303+STABILITY: POSITION/ELEVATION WELL
 GA2303
 GA2303  HISTORY     - Date     Condition        Report By
 GA2303  HISTORY     - UNK      MONUMENTED       SOURR
 GA2303  HISTORY     - 1949     MARK NOT FOUND   NGS
 GA2303
 GA2303                          STATION DESCRIPTION
 GA2303
 GA2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2303'AT CHESNEY.
 GA2303'AT CHESNEY, UNION COUNTY, ON THE SOUTHERN RAILWAY, 34.2 FEET EAST
 GA2303'OF THE STATION SIGN, AT MILEAGE 24.8, 28.6 FEET SOUTH OF THE
 GA2303'CENTERLINE OF THE MAIN TRACK, IN THE TOP OF A SMALL LIMESTONE
 GA2303'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 GA2303'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2299 ***********************************************************************
 GA2299  DESIGNATION -  RV 45
 GA2299  PID         -  GA2299
 GA2299  STATE/COUNTY-  TN/GRAINGER
 GA2299  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2299
 GA2299                         *CURRENT SURVEY CONTROL
 GA2299  ___________________________________________________________________
 GA2299* NAD 83(1986)-  36 16 35.     (N)    083 38 07.     (W)     SCALED    
 GA2299* NAVD 88     -       404.084  (meters)    1325.73   (feet)  ADJUSTED  
 GA2299  ___________________________________________________________________
 GA2299  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2299  DYNAMIC HT  -         403.716 (meters)    1324.52  (feet)  COMP
 GA2299  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA2299
 GA2299  VERT ORDER  -  SECOND    CLASS 0
 GA2299
 GA2299.The horizontal coordinates were scaled from a topographic map and have
 GA2299.an estimated accuracy of +/- 6 seconds.
 GA2299
 GA2299.The orthometric height was determined by differential leveling
 GA2299.and adjusted by the National Geodetic Survey in June 1991..
 GA2299
 GA2299.The geoid height was determined by GEOID03.
 GA2299
 GA2299.The dynamic height is computed by dividing the NAVD 88
 GA2299.geopotential number by the normal gravity value computed on the
 GA2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2299.degrees latitude (g = 980.6199 gals.).
 GA2299
 GA2299.The modeled gravity was interpolated from observed gravity values.
 GA2299
 GA2299;                    North         East    Units  Estimated Accuracy
 GA2299;SPC TN       -   218,150.      812,440.      MT  (+/- 180 meters Scaled)
 GA2299
 GA2299                          SUPERSEDED SURVEY CONTROL
 GA2299
 GA2299  NGVD 29 (??/??/92)  404.146  (m)         1325.94   (f) ADJ UNCH    2 0
 GA2299
 GA2299.Superseded values are not recommended for survey control.
 GA2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2299.See file dsdata.txt to determine how the superseded data were derived.
 GA2299
 GA2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA632178(NAD 83)
 GA2299_MARKER: R = RIVET
 GA2299_SETTING: 66 = SET IN ROCK OUTCROP
 GA2299_SP_SET: ROCK OUTCROP
 GA2299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2299+STABILITY: POSITION/ELEVATION WELL
 GA2299
 GA2299  HISTORY     - Date     Condition        Report By
 GA2299  HISTORY     - UNK      MONUMENTED       SOURR
 GA2299  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2299
 GA2299                          STATION DESCRIPTION
 GA2299
 GA2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2299'2.6 MI NE FROM POWDER SPRINGS.
 GA2299'2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2299'AT POWDER SPRINGS, GRAINGER COUNTY, 0.3 MILE SOUTHWEST OF
 GA2299'MILEPOST 30, AT WICHITA CUT, IN THE TOP OF A SLOPING FLAT ROCK
 GA2299'OUTCROP EXTENDING ABOUT 20 FEET UP THE SIDE OF THE CUT, 11.9
 GA2299'FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND LEVEL
 GA2299'WITH THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2296 ***********************************************************************
 GA2296  DESIGNATION -  RV 47
 GA2296  PID         -  GA2296
 GA2296  STATE/COUNTY-  TN/GRAINGER
 GA2296  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2296
 GA2296                         *CURRENT SURVEY CONTROL
 GA2296  ___________________________________________________________________
 GA2296* NAD 83(1986)-  36 18 45.     (N)    083 36 13.     (W)     SCALED    
 GA2296* NAVD 88     -       389.897  (meters)    1279.19   (feet)  ADJUSTED  
 GA2296  ___________________________________________________________________
 GA2296  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2296  DYNAMIC HT  -         389.542 (meters)    1278.02  (feet)  COMP
 GA2296  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2296
 GA2296  VERT ORDER  -  SECOND    CLASS 0
 GA2296
 GA2296.The horizontal coordinates were scaled from a topographic map and have
 GA2296.an estimated accuracy of +/- 6 seconds.
 GA2296
 GA2296.The orthometric height was determined by differential leveling
 GA2296.and adjusted by the National Geodetic Survey in June 1991..
 GA2296
 GA2296.The geoid height was determined by GEOID03.
 GA2296
 GA2296.The dynamic height is computed by dividing the NAVD 88
 GA2296.geopotential number by the normal gravity value computed on the
 GA2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2296.degrees latitude (g = 980.6199 gals.).
 GA2296
 GA2296.The modeled gravity was interpolated from observed gravity values.
 GA2296
 GA2296;                    North         East    Units  Estimated Accuracy
 GA2296;SPC TN       -   222,220.      815,190.      MT  (+/- 180 meters Scaled)
 GA2296
 GA2296                          SUPERSEDED SURVEY CONTROL
 GA2296
 GA2296  NGVD 29 (??/??/92)  389.959  (m)         1279.39   (f) ADJ UNCH    2 0
 GA2296
 GA2296.Superseded values are not recommended for survey control.
 GA2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2296.See file dsdata.txt to determine how the superseded data were derived.
 GA2296
 GA2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA662217(NAD 83)
 GA2296_MARKER: R = RIVET
 GA2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2296_SP_SET: TREE
 GA2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2296
 GA2296  HISTORY     - Date     Condition        Report By
 GA2296  HISTORY     - UNK      MONUMENTED       SOURR
 GA2296  HISTORY     - 1950     GOOD             NGS
 GA2296
 GA2296                          STATION DESCRIPTION
 GA2296
 GA2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2296'1.8 MI N FROM WASHBURN.
 GA2296'1.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2296'AT WASHBURN, GRAINGER COUNTY, 600 FEET NORTH OF A T-ROAD
 GA2296'INTERSECTION, 172 FEET EAST OF THE CROSSING OF A PRIVATE ROAD,
 GA2296'445 FEET EAST OF MILEPOST 34, 10.3 FEET SOUTHWEST OF A NAIL
 GA2296'AND BOTTLE CAP IN A 10-INCH ELM TREE, 9.9 FEET SOUTHEAST OF
 GA2296'A NAIL AND BOTTLE CAP IN AN 8-INCH SYCAMORE TREE (A FORK OF A
 GA2296'24-INCH SYCAMORE), AT A 2- BY 2-FOOT CONCRETE-BOX CULVERT,
 GA2296'IN THE TOP OF THE NORTH HEADWALL, 1.8 FEET SOUTHWEST OF THE
 GA2296'CENTER OF THE DRAIN, 17.5 FEET NORTH OF THE CENTERLINE OF THE
 GA2296'MAIN TRACK, ABOUT 5 FEET LOWER THAN THE RAIL, AND 3.3 FEET
 GA2296'ABOVE THE BOTTOM OF THE DRAIN.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2293 ***********************************************************************
 GA2293  DESIGNATION -  RV 49
 GA2293  PID         -  GA2293
 GA2293  STATE/COUNTY-  TN/GRAINGER
 GA2293  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2293
 GA2293                         *CURRENT SURVEY CONTROL
 GA2293  ___________________________________________________________________
 GA2293* NAD 83(1986)-  36 19 25.     (N)    083 36 05.     (W)     SCALED    
 GA2293* NAVD 88     -       369.547  (meters)    1212.42   (feet)  ADJUSTED  
 GA2293  ___________________________________________________________________
 GA2293  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2293  DYNAMIC HT  -         369.212 (meters)    1211.32  (feet)  COMP
 GA2293  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 GA2293
 GA2293  VERT ORDER  -  SECOND    CLASS 0
 GA2293
 GA2293.The horizontal coordinates were scaled from a topographic map and have
 GA2293.an estimated accuracy of +/- 6 seconds.
 GA2293
 GA2293.The orthometric height was determined by differential leveling
 GA2293.and adjusted by the National Geodetic Survey in June 1991..
 GA2293
 GA2293.The geoid height was determined by GEOID03.
 GA2293
 GA2293.The dynamic height is computed by dividing the NAVD 88
 GA2293.geopotential number by the normal gravity value computed on the
 GA2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2293.degrees latitude (g = 980.6199 gals.).
 GA2293
 GA2293.The modeled gravity was interpolated from observed gravity values.
 GA2293
 GA2293;                    North         East    Units  Estimated Accuracy
 GA2293;SPC TN       -   223,460.      815,360.      MT  (+/- 180 meters Scaled)
 GA2293
 GA2293                          SUPERSEDED SURVEY CONTROL
 GA2293
 GA2293  NGVD 29 (??/??/92)  369.615  (m)         1212.65   (f) ADJ UNCH    2 0
 GA2293
 GA2293.Superseded values are not recommended for survey control.
 GA2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2293.See file dsdata.txt to determine how the superseded data were derived.
 GA2293
 GA2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA664229(NAD 83)
 GA2293_MARKER: R = RIVET
 GA2293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2293_SP_SET: CULVERT
 GA2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2293
 GA2293  HISTORY     - Date     Condition        Report By
 GA2293  HISTORY     - UNK      MONUMENTED       SOURR
 GA2293  HISTORY     - 1950     GOOD             NGS
 GA2293
 GA2293                          STATION DESCRIPTION
 GA2293
 GA2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2293'0.9 MI NE FROM LIBERTY HILL.
 GA2293'0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM LIBERTY HILL,
 GA2293'GRAINGER COUNTY, 80 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA2293'LIBERTY HILL-DUTCH ROAD, 39.9 FEET EAST OF A NAIL AND BOTTLE
 GA2293'CAP IN A TELEPHONE POLE, AT A 42- BY 48-INCH CONCRETE-PIPE
 GA2293'CULVERT, IN THE CENTER OF THE TOP OF THE HEADWALL, AND 11.5 FEET
 GA2293'NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 GA2293'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1757 ***********************************************************************
 FB1757  DESIGNATION -  RV 5
 FB1757  PID         -  FB1757
 FB1757  STATE/COUNTY-  TN/BLOUNT
 FB1757  USGS QUAD   -  MARYVILLE (1979)
 FB1757
 FB1757                         *CURRENT SURVEY CONTROL
 FB1757  ___________________________________________________________________
 FB1757* NAD 83(1986)-  35 50 54.     (N)    083 56 44.     (W)     SCALED    
 FB1757* NAVD 88     -       252.966  (meters)     829.94   (feet)  ADJUSTED  
 FB1757  ___________________________________________________________________
 FB1757  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB1757  DYNAMIC HT  -         252.730 (meters)     829.16  (feet)  COMP
 FB1757  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FB1757
 FB1757  VERT ORDER  -  FIRST     CLASS II
 FB1757
 FB1757.The horizontal coordinates were scaled from a topographic map and have
 FB1757.an estimated accuracy of +/- 6 seconds.
 FB1757
 FB1757.The orthometric height was determined by differential leveling
 FB1757.and adjusted by the National Geodetic Survey in June 1991..
 FB1757
 FB1757.The geoid height was determined by GEOID03.
 FB1757
 FB1757.The dynamic height is computed by dividing the NAVD 88
 FB1757.geopotential number by the normal gravity value computed on the
 FB1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1757.degrees latitude (g = 980.6199 gals.).
 FB1757
 FB1757.The modeled gravity was interpolated from observed gravity values.
 FB1757
 FB1757;                    North         East    Units  Estimated Accuracy
 FB1757;SPC TN       -   170,040.      785,570.      MT  (+/- 180 meters Scaled)
 FB1757
 FB1757                          SUPERSEDED SURVEY CONTROL
 FB1757
 FB1757  NGVD 29 (12/12/91)  253.097  (m)          830.37   (f) ADJUSTED    1 2
 FB1757
 FB1757.Superseded values are not recommended for survey control.
 FB1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1757.See file dsdata.txt to determine how the superseded data were derived.
 FB1757
 FB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339711(NAD 83)
 FB1757_MARKER: R = RIVET
 FB1757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1757_SP_SET: BRIDGE
 FB1757_MARK LOGO: SOURR 
 FB1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1757
 FB1757  HISTORY     - Date     Condition        Report By
 FB1757  HISTORY     - UNK      MONUMENTED       SOURR
 FB1757  HISTORY     - 1959     GOOD             NGS
 FB1757  HISTORY     - 1983     GOOD             NGS
 FB1757
 FB1757                          STATION DESCRIPTION
 FB1757
 FB1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1757'1 MI N FROM ROCKFORD.
 FB1757'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM ROCKFORD, BLOUNT
 FB1757'COUNTY, AT BRIDGE A 10 OVER LITTLE RIVER, IN THE TOP OF THE FIRST
 FB1757'PIER FROM THE NORTH END, 3 FEET EAST OF THE EAST RAIL, AND ABOUT
 FB1757'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 FB1757
 FB1757                          STATION RECOVERY (1983)
 FB1757
 FB1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1757'RECOVERED IN GOOD CONDITION.  THE 1959 RECOVERY NOTE IS ADEQUATE WITH
 FB1757'ONE CHANGE.  CHANGE--3-1/2 FEET LOWER THAN THE TRACK TO 1.83 METERS
 FB1757'(6.0 FT) LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2291 ***********************************************************************
 GA2291  DESIGNATION -  RV 50
 GA2291  PID         -  GA2291
 GA2291  STATE/COUNTY-  TN/GRAINGER
 GA2291  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2291
 GA2291                         *CURRENT SURVEY CONTROL
 GA2291  ___________________________________________________________________
 GA2291* NAD 83(1986)-  36 20 54.     (N)    083 33 44.     (W)     SCALED    
 GA2291* NAVD 88     -       327.935  (meters)    1075.90   (feet)  ADJUSTED  
 GA2291  ___________________________________________________________________
 GA2291  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2291  DYNAMIC HT  -         327.635 (meters)    1074.92  (feet)  COMP
 GA2291  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GA2291
 GA2291  VERT ORDER  -  SECOND    CLASS 0
 GA2291
 GA2291.The horizontal coordinates were scaled from a topographic map and have
 GA2291.an estimated accuracy of +/- 6 seconds.
 GA2291
 GA2291.The orthometric height was determined by differential leveling
 GA2291.and adjusted by the National Geodetic Survey in June 1991..
 GA2291
 GA2291.The geoid height was determined by GEOID03.
 GA2291
 GA2291.The dynamic height is computed by dividing the NAVD 88
 GA2291.geopotential number by the normal gravity value computed on the
 GA2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2291.degrees latitude (g = 980.6199 gals.).
 GA2291
 GA2291.The modeled gravity was interpolated from observed gravity values.
 GA2291
 GA2291;                    North         East    Units  Estimated Accuracy
 GA2291;SPC TN       -   226,290.      818,800.      MT  (+/- 180 meters Scaled)
 GA2291
 GA2291                          SUPERSEDED SURVEY CONTROL
 GA2291
 GA2291  NGVD 29 (??/??/92)  328.007  (m)         1076.14   (f) ADJ UNCH    2 0
 GA2291
 GA2291.Superseded values are not recommended for survey control.
 GA2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2291.See file dsdata.txt to determine how the superseded data were derived.
 GA2291
 GA2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA700256(NAD 83)
 GA2291_MARKER: R = RIVET
 GA2291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2291_SP_SET: PEDESTAL
 GA2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2291
 GA2291  HISTORY     - Date     Condition        Report By
 GA2291  HISTORY     - UNK      MONUMENTED       SOURR
 GA2291  HISTORY     - 1950     GOOD             NGS
 GA2291
 GA2291                          STATION DESCRIPTION
 GA2291
 GA2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2291'0.5 MI W FROM DUTCH.
 GA2291'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM DUTCH, GRAINGER
 GA2291'COUNTY, 1.3 MILES NORTHEAST OF WILLIAMS SPRINGS, AT THE WATERTANK,
 GA2291'IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST CONCRETE PEDESTAL
 GA2291'NEAREST THE TRACK, 37.1 FEET EAST OF THE SOUTHWEST CORNER OF A
 GA2291'BUILDING, 10.2 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA2291'AND 1.7 FEET SOUTHWEST OF THE STEEL LADDER.  A STANDARD
 GA2291'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2286 ***********************************************************************
 GA2286  DESIGNATION -  RV 52
 GA2286  PID         -  GA2286
 GA2286  STATE/COUNTY-  TN/CLAIBORNE
 GA2286  USGS QUAD   -  TAZEWELL (1971)
 GA2286
 GA2286                         *CURRENT SURVEY CONTROL
 GA2286  ___________________________________________________________________
 GA2286* NAD 83(1986)-  36 23 21.     (N)    083 35 04.     (W)     SCALED    
 GA2286* NAVD 88     -       341.220  (meters)    1119.49   (feet)  ADJUSTED  
 GA2286  ___________________________________________________________________
 GA2286  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2286  DYNAMIC HT  -         340.914 (meters)    1118.48  (feet)  COMP
 GA2286  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 GA2286
 GA2286  VERT ORDER  -  SECOND    CLASS 0
 GA2286
 GA2286.The horizontal coordinates were scaled from a topographic map and have
 GA2286.an estimated accuracy of +/- 6 seconds.
 GA2286
 GA2286.The orthometric height was determined by differential leveling
 GA2286.and adjusted by the National Geodetic Survey in June 1991..
 GA2286
 GA2286.The geoid height was determined by GEOID03.
 GA2286
 GA2286.The dynamic height is computed by dividing the NAVD 88
 GA2286.geopotential number by the normal gravity value computed on the
 GA2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2286.degrees latitude (g = 980.6199 gals.).
 GA2286
 GA2286.The modeled gravity was interpolated from observed gravity values.
 GA2286
 GA2286;                    North         East    Units  Estimated Accuracy
 GA2286;SPC TN       -   230,770.      816,700.      MT  (+/- 180 meters Scaled)
 GA2286
 GA2286                          SUPERSEDED SURVEY CONTROL
 GA2286
 GA2286  NGVD 29 (??/??/92)  341.302  (m)         1119.76   (f) ADJ UNCH    2 0
 GA2286
 GA2286.Superseded values are not recommended for survey control.
 GA2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2286.See file dsdata.txt to determine how the superseded data were derived.
 GA2286
 GA2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA681302(NAD 83)
 GA2286_MARKER: R = RIVET
 GA2286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2286_SP_SET: CONCRETE LOADING PLATFORM
 GA2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2286
 GA2286  HISTORY     - Date     Condition        Report By
 GA2286  HISTORY     - UNK      MONUMENTED       SOURR
 GA2286  HISTORY     - 1950     GOOD             NGS
 GA2286
 GA2286                          STATION DESCRIPTION
 GA2286
 GA2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2286'AT LONE MOUNTAIN.
 GA2286'AT LONE MOUNTAIN, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY,
 GA2286'44 FEET SOUTH OF THE STATION, AT A WAREHOUSE, AND IN THE TOP
 GA2286'OF THE NORTHEAST CORNER OF THE CONCRETE LOADING PLATFORM.  A
 GA2286'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2284 ***********************************************************************
 GA2284  DESIGNATION -  RV 53
 GA2284  PID         -  GA2284
 GA2284  STATE/COUNTY-  TN/CLAIBORNE
 GA2284  USGS QUAD   -  TAZEWELL (1971)
 GA2284
 GA2284                         *CURRENT SURVEY CONTROL
 GA2284  ___________________________________________________________________
 GA2284* NAD 83(1986)-  36 25 23.     (N)    083 35 30.     (W)     SCALED    
 GA2284* NAVD 88     -       406.399  (meters)    1333.33   (feet)  POSTED    
 GA2284  ___________________________________________________________________
 GA2284  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2284  DYNAMIC HT  -         406.030 (meters)    1332.12  (feet)  COMP
 GA2284  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 GA2284
 GA2284  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA2284
 GA2284.The horizontal coordinates were scaled from a topographic map and have
 GA2284.an estimated accuracy of +/- 6 seconds.
 GA2284
 GA2284.The orthometric height was determined by differential leveling
 GA2284.and adjusted by the National Geodetic Survey in 1992..
 GA2284.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA2284.rate greater than 8.0 mm/km.
 GA2284
 GA2284.The geoid height was determined by GEOID03.
 GA2284
 GA2284.The dynamic height is computed by dividing the NAVD 88
 GA2284.geopotential number by the normal gravity value computed on the
 GA2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2284.degrees latitude (g = 980.6199 gals.).
 GA2284
 GA2284.The modeled gravity was interpolated from observed gravity values.
 GA2284
 GA2284;                    North         East    Units  Estimated Accuracy
 GA2284;SPC TN       -   234,520.      815,960.      MT  (+/- 180 meters Scaled)
 GA2284
 GA2284                          SUPERSEDED SURVEY CONTROL
 GA2284
 GA2284  NGVD 29 (??/??/92)  406.510  (m)         1333.69   (f) ADJ UNCH    2 0
 GA2284
 GA2284.Superseded values are not recommended for survey control.
 GA2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2284.See file dsdata.txt to determine how the superseded data were derived.
 GA2284
 GA2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA676339(NAD 83)
 GA2284_MARKER: R = RIVET
 GA2284_SETTING: 66 = SET IN ROCK OUTCROP
 GA2284_SP_SET: ROCK LEDGE
 GA2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2284+STABILITY: POSITION/ELEVATION WELL
 GA2284
 GA2284  HISTORY     - Date     Condition        Report By
 GA2284  HISTORY     - UNK      MONUMENTED       SOURR
 GA2284  HISTORY     - 1950     GOOD             NGS
 GA2284
 GA2284                          STATION DESCRIPTION
 GA2284
 GA2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2284'2.6 MI NW FROM LONE MOUNTAIN.
 GA2284'2.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2284'AT LONE MOUNTAIN, CLAIBORNE COUNTY, 6 RAILS NORTH OF GREER
 GA2284'TUNNEL, 42.7 FEET SOUTHEAST OF MILEPOST 47, 46.7 FEET SOUTHEAST
 GA2284'OF A NAIL AND BOTTLE CAP IN A CROSSING-WARNING POST, 5.5 FEET
 GA2284'WEST OF THE WEST RAIL, AND IN THE TOP OF A ROCK LEDGE.  A
 GA2284'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2282 ***********************************************************************
 GA2282  DESIGNATION -  RV 54
 GA2282  PID         -  GA2282
 GA2282  STATE/COUNTY-  TN/CLAIBORNE
 GA2282  USGS QUAD   -  TAZEWELL (1971)
 GA2282
 GA2282                         *CURRENT SURVEY CONTROL
 GA2282  ___________________________________________________________________
 GA2282* NAD 83(1986)-  36 26 29.     (N)    083 35 57.     (W)     SCALED    
 GA2282* NAVD 88     -       448.471  (meters)    1471.36   (feet)  ADJUSTED  
 GA2282  ___________________________________________________________________
 GA2282  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2282  DYNAMIC HT  -         448.064 (meters)    1470.02  (feet)  COMP
 GA2282  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2282
 GA2282  VERT ORDER  -  SECOND    CLASS 0
 GA2282
 GA2282.The horizontal coordinates were scaled from a topographic map and have
 GA2282.an estimated accuracy of +/- 6 seconds.
 GA2282
 GA2282.The orthometric height was determined by differential leveling
 GA2282.and adjusted by the National Geodetic Survey in June 1991..
 GA2282
 GA2282.The geoid height was determined by GEOID03.
 GA2282
 GA2282.The dynamic height is computed by dividing the NAVD 88
 GA2282.geopotential number by the normal gravity value computed on the
 GA2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2282.degrees latitude (g = 980.6199 gals.).
 GA2282
 GA2282.The modeled gravity was interpolated from observed gravity values.
 GA2282
 GA2282;                    North         East    Units  Estimated Accuracy
 GA2282;SPC TN       -   236,530.      815,240.      MT  (+/- 180 meters Scaled)
 GA2282
 GA2282                          SUPERSEDED SURVEY CONTROL
 GA2282
 GA2282  NGVD 29 (??/??/92)  448.581  (m)         1471.72   (f) ADJ UNCH    2 0
 GA2282
 GA2282.Superseded values are not recommended for survey control.
 GA2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2282.See file dsdata.txt to determine how the superseded data were derived.
 GA2282
 GA2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA670360(NAD 83)
 GA2282_MARKER: R = RIVET
 GA2282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2282_SP_SET: CULVERT
 GA2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2282
 GA2282  HISTORY     - Date     Condition        Report By
 GA2282  HISTORY     - UNK      MONUMENTED       SOURR
 GA2282  HISTORY     - 1950     GOOD             NGS
 GA2282  HISTORY     - 1963     GOOD             NGS
 GA2282
 GA2282                          STATION DESCRIPTION
 GA2282
 GA2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2282'AT TAZEWELL.
 GA2282'AT TAZEWELL, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 31.7
 GA2282'FEET EAST OF THE STATION, BETWEEN THE TRACKS, 15 FEET SOUTHWEST
 GA2282'OF THE CENTERLINE OF A ROAD, AT A DOUBLE-PIPE CULVERT, AND IN THE
 GA2282'TOP OF THE STONE HEADWALL.  A STANDARD MONEL-METAL RIVET.
 GA2282
 GA2282                          STATION RECOVERY (1963)
 GA2282
 GA2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2280 ***********************************************************************
 GA2280  DESIGNATION -  RV 55
 GA2280  PID         -  GA2280
 GA2280  STATE/COUNTY-  TN/CLAIBORNE
 GA2280  USGS QUAD   -  CLOUDS (1952)
 GA2280
 GA2280                         *CURRENT SURVEY CONTROL
 GA2280  ___________________________________________________________________
 GA2280* NAD 83(1986)-  36 27 34.     (N)    083 38 55.     (W)     SCALED    
 GA2280* NAVD 88     -       406.270  (meters)    1332.90   (feet)  ADJUSTED  
 GA2280  ___________________________________________________________________
 GA2280  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2280  DYNAMIC HT  -         405.900 (meters)    1331.69  (feet)  COMP
 GA2280  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GA2280
 GA2280  VERT ORDER  -  SECOND    CLASS 0
 GA2280
 GA2280.The horizontal coordinates were scaled from a topographic map and have
 GA2280.an estimated accuracy of +/- 6 seconds.
 GA2280
 GA2280.The orthometric height was determined by differential leveling
 GA2280.and adjusted by the National Geodetic Survey in June 1991..
 GA2280
 GA2280.The geoid height was determined by GEOID03.
 GA2280
 GA2280.The dynamic height is computed by dividing the NAVD 88
 GA2280.geopotential number by the normal gravity value computed on the
 GA2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2280.degrees latitude (g = 980.6199 gals.).
 GA2280
 GA2280.The modeled gravity was interpolated from observed gravity values.
 GA2280
 GA2280;                    North         East    Units  Estimated Accuracy
 GA2280;SPC TN       -   238,430.      810,760.      MT  (+/- 180 meters Scaled)
 GA2280
 GA2280                          SUPERSEDED SURVEY CONTROL
 GA2280
 GA2280  NGVD 29 (??/??/92)  406.392  (m)         1333.30   (f) ADJ UNCH    2 0
 GA2280
 GA2280.Superseded values are not recommended for survey control.
 GA2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2280.See file dsdata.txt to determine how the superseded data were derived.
 GA2280
 GA2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA626381(NAD 83)
 GA2280_MARKER: R = RIVET
 GA2280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2280_SP_SET: CONCRETE PLATFORM
 GA2280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2280
 GA2280  HISTORY     - Date     Condition        Report By
 GA2280  HISTORY     - UNK      MONUMENTED       SOURR
 GA2280  HISTORY     - 1949     GOOD             NGS
 GA2280
 GA2280                          STATION DESCRIPTION
 GA2280
 GA2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2280'AT CLOUD.
 GA2280'AT CLOUD, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 95 FEET
 GA2280'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 45.5 FEET
 GA2280'SOUTH OF A 12-INCH CEDAR TREE, AT THE GENERAL STORE, 5.1 FEET
 GA2280'NORTHWEST OF THE NORTH CORNER, AND IN THE SOUTHWEST CORNER OF
 GA2280'THE CONCRETE PLATFORM.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2278 ***********************************************************************
 GA2278  DESIGNATION -  RV 56
 GA2278  PID         -  GA2278
 GA2278  STATE/COUNTY-  TN/CLAIBORNE
 GA2278  USGS QUAD   -  CLOUDS (1952)
 GA2278
 GA2278                         *CURRENT SURVEY CONTROL
 GA2278  ___________________________________________________________________
 GA2278* NAD 83(1986)-  36 28 20.     (N)    083 39 30.     (W)     SCALED    
 GA2278* NAVD 88     -       375.490  (meters)    1231.92   (feet)  ADJUSTED  
 GA2278  ___________________________________________________________________
 GA2278  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2278  DYNAMIC HT  -         375.149 (meters)    1230.80  (feet)  COMP
 GA2278  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA2278
 GA2278  VERT ORDER  -  SECOND    CLASS 0
 GA2278
 GA2278.The horizontal coordinates were scaled from a topographic map and have
 GA2278.an estimated accuracy of +/- 6 seconds.
 GA2278
 GA2278.The orthometric height was determined by differential leveling
 GA2278.and adjusted by the National Geodetic Survey in June 1991..
 GA2278
 GA2278.The geoid height was determined by GEOID03.
 GA2278
 GA2278.The dynamic height is computed by dividing the NAVD 88
 GA2278.geopotential number by the normal gravity value computed on the
 GA2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2278.degrees latitude (g = 980.6199 gals.).
 GA2278
 GA2278.The modeled gravity was interpolated from observed gravity values.
 GA2278
 GA2278;                    North         East    Units  Estimated Accuracy
 GA2278;SPC TN       -   239,820.      809,850.      MT  (+/- 180 meters Scaled)
 GA2278
 GA2278                          SUPERSEDED SURVEY CONTROL
 GA2278
 GA2278  NGVD 29 (??/??/92)  375.616  (m)         1232.33   (f) ADJ UNCH    2 0
 GA2278
 GA2278.Superseded values are not recommended for survey control.
 GA2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2278.See file dsdata.txt to determine how the superseded data were derived.
 GA2278
 GA2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618396(NAD 83)
 GA2278_MARKER: R = RIVET
 GA2278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2278_SP_SET: BRIDGE
 GA2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2278
 GA2278  HISTORY     - Date     Condition        Report By
 GA2278  HISTORY     - UNK      MONUMENTED       SOURR
 GA2278  HISTORY     - 1949     GOOD             NGS
 GA2278
 GA2278                          STATION DESCRIPTION
 GA2278
 GA2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2278'1.3 MI NW FROM CLOUD.
 GA2278'1.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2278'AT CLOUD, CLAIBORNE COUNTY, 57.7 FEET NORTHWEST OF MILEPOST
 GA2278'54, AT BRIDGE 54.0 OVER LONESOME VALLEY, IN THE TOP OF THE
 GA2278'EAST END OF THE SOUTH ABUTMENT, AND 5 FEET NORTHEAST OF THE
 GA2278'NORTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2276 ***********************************************************************
 GA2276  DESIGNATION -  RV 57
 GA2276  PID         -  GA2276
 GA2276  STATE/COUNTY-  TN/CLAIBORNE
 GA2276  USGS QUAD   -  CLOUDS (1952)
 GA2276
 GA2276                         *CURRENT SURVEY CONTROL
 GA2276  ___________________________________________________________________
 GA2276* NAD 83(1986)-  36 28 45.     (N)    083 40 24.     (W)     SCALED    
 GA2276* NAVD 88     -       349.621  (meters)    1147.05   (feet)  ADJUSTED  
 GA2276  ___________________________________________________________________
 GA2276  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2276  DYNAMIC HT  -         349.304 (meters)    1146.01  (feet)  COMP
 GA2276  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2276
 GA2276  VERT ORDER  -  SECOND    CLASS 0
 GA2276
 GA2276.The horizontal coordinates were scaled from a topographic map and have
 GA2276.an estimated accuracy of +/- 6 seconds.
 GA2276
 GA2276.The orthometric height was determined by differential leveling
 GA2276.and adjusted by the National Geodetic Survey in June 1991..
 GA2276
 GA2276.The geoid height was determined by GEOID03.
 GA2276
 GA2276.The dynamic height is computed by dividing the NAVD 88
 GA2276.geopotential number by the normal gravity value computed on the
 GA2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2276.degrees latitude (g = 980.6199 gals.).
 GA2276
 GA2276.The modeled gravity was interpolated from observed gravity values.
 GA2276
 GA2276;                    North         East    Units  Estimated Accuracy
 GA2276;SPC TN       -   240,560.      808,490.      MT  (+/- 180 meters Scaled)
 GA2276
 GA2276                          SUPERSEDED SURVEY CONTROL
 GA2276
 GA2276  NGVD 29 (??/??/92)  349.750  (m)         1147.47   (f) ADJ UNCH    2 0
 GA2276
 GA2276.Superseded values are not recommended for survey control.
 GA2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2276.See file dsdata.txt to determine how the superseded data were derived.
 GA2276
 GA2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA604404(NAD 83)
 GA2276_MARKER: R = RIVET
 GA2276_SETTING: 66 = SET IN ROCK OUTCROP
 GA2276_SP_SET: BEDROCK
 GA2276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2276+STABILITY: POSITION/ELEVATION WELL
 GA2276
 GA2276  HISTORY     - Date     Condition        Report By
 GA2276  HISTORY     - UNK      MONUMENTED       SOURR
 GA2276  HISTORY     - 1936     GOOD             NGS
 GA2276
 GA2276                          STATION DESCRIPTION
 GA2276
 GA2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2276'6 MI SE FROM ARTHUR.
 GA2276'6.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2276'AT ARTHUR, CLAIRBORNE COUNTY, NEAR MILEAGE 55.2, 15 FEET NORTH
 GA2276'OF THE FOUNDATION OF THE OLD LONESOME VALLEY WATERTANK, 15 FEET
 GA2276'WEST OF THE TRACK, AND IN BEDROCK.  A STANDARD MONEL-METAL
 GA2276'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2691 ***********************************************************************
 GA2691  DESIGNATION -  RV 58
 GA2691  PID         -  GA2691
 GA2691  STATE/COUNTY-  TN/CLAIBORNE
 GA2691  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2691
 GA2691                         *CURRENT SURVEY CONTROL
 GA2691  ___________________________________________________________________
 GA2691* NAD 83(1986)-  36 31 27.     (N)    083 41 03.     (W)     SCALED    
 GA2691* NAVD 88     -       343.425  (meters)    1126.72   (feet)  ADJUSTED  
 GA2691  ___________________________________________________________________
 GA2691  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2691  DYNAMIC HT  -         343.120 (meters)    1125.72  (feet)  COMP
 GA2691  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 GA2691
 GA2691  VERT ORDER  -  SECOND    CLASS 0
 GA2691
 GA2691.The horizontal coordinates were scaled from a topographic map and have
 GA2691.an estimated accuracy of +/- 6 seconds.
 GA2691
 GA2691.The orthometric height was determined by differential leveling
 GA2691.and adjusted by the National Geodetic Survey in June 1991..
 GA2691
 GA2691.The geoid height was determined by GEOID03.
 GA2691
 GA2691.The dynamic height is computed by dividing the NAVD 88
 GA2691.geopotential number by the normal gravity value computed on the
 GA2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2691.degrees latitude (g = 980.6199 gals.).
 GA2691
 GA2691.The modeled gravity was interpolated from observed gravity values.
 GA2691
 GA2691;                    North         East    Units  Estimated Accuracy
 GA2691;SPC TN       -   245,530.      807,400.      MT  (+/- 180 meters Scaled)
 GA2691
 GA2691                          SUPERSEDED SURVEY CONTROL
 GA2691
 GA2691  NGVD 29 (??/??/92)  343.566  (m)         1127.18   (f) ADJ UNCH    2 0
 GA2691
 GA2691.Superseded values are not recommended for survey control.
 GA2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2691.See file dsdata.txt to determine how the superseded data were derived.
 GA2691
 GA2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596454(NAD 83)
 GA2691_MARKER: R = RIVET
 GA2691_SETTING: 66 = SET IN ROCK OUTCROP
 GA2691_SP_SET: BEDROCK
 GA2691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2691+STABILITY: POSITION/ELEVATION WELL
 GA2691
 GA2691  HISTORY     - Date     Condition        Report By
 GA2691  HISTORY     - UNK      MONUMENTED       SOURR
 GA2691  HISTORY     - 1934     GOOD             NGS
 GA2691
 GA2691                          STATION DESCRIPTION
 GA2691
 GA2691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2691'2.2 MI S FROM ARTHUR.
 GA2691'2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2691'ARTHUR, CLAIBORNE COUNTY, 2 RAILS NORTH OF MILEPOST 59, 8 FEET
 GA2691'WEST OF THE TRACK, IN THE TOP OF BEDROCK, AND ABOUT 2 FEET
 GA2691'HIGHER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2689 ***********************************************************************
 GA2689  DESIGNATION -  RV 59
 GA2689  PID         -  GA2689
 GA2689  STATE/COUNTY-  TN/CLAIBORNE
 GA2689  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2689
 GA2689                         *CURRENT SURVEY CONTROL
 GA2689  ___________________________________________________________________
 GA2689* NAD 83(1986)-  36 32 54.     (N)    083 40 12.     (W)     SCALED    
 GA2689* NAVD 88     -       373.733  (meters)    1226.16   (feet)  ADJUSTED  
 GA2689  ___________________________________________________________________
 GA2689  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2689  DYNAMIC HT  -         373.405 (meters)    1225.08  (feet)  COMP
 GA2689  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GA2689
 GA2689  VERT ORDER  -  SECOND    CLASS 0
 GA2689
 GA2689.The horizontal coordinates were scaled from a topographic map and have
 GA2689.an estimated accuracy of +/- 6 seconds.
 GA2689
 GA2689.The orthometric height was determined by differential leveling
 GA2689.and adjusted by the National Geodetic Survey in June 1991..
 GA2689
 GA2689.The geoid height was determined by GEOID03.
 GA2689
 GA2689.The dynamic height is computed by dividing the NAVD 88
 GA2689.geopotential number by the normal gravity value computed on the
 GA2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2689.degrees latitude (g = 980.6199 gals.).
 GA2689
 GA2689.The modeled gravity was interpolated from observed gravity values.
 GA2689
 GA2689;                    North         East    Units  Estimated Accuracy
 GA2689;SPC TN       -   248,240.      808,600.      MT  (+/- 180 meters Scaled)
 GA2689
 GA2689                          SUPERSEDED SURVEY CONTROL
 GA2689
 GA2689  NGVD 29 (??/??/92)  373.880  (m)         1226.64   (f) ADJ UNCH    2 0
 GA2689
 GA2689.Superseded values are not recommended for survey control.
 GA2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2689.See file dsdata.txt to determine how the superseded data were derived.
 GA2689
 GA2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA610480(NAD 83)
 GA2689_MARKER: R = RIVET
 GA2689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2689_SP_SET: CULVERT
 GA2689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2689
 GA2689  HISTORY     - Date     Condition        Report By
 GA2689  HISTORY     - UNK      MONUMENTED       SOURR
 GA2689  HISTORY     - 1934     GOOD             NGS
 GA2689
 GA2689                          STATION DESCRIPTION
 GA2689
 GA2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2689'AT ARTHUR.
 GA2689'AT ARTHUR, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 12 FEET
 GA2689'SOUTHEAST OF THE CORNER OF THE STATION, AT A PIPE CULVERT, AND
 GA2689'IN THE TOP OF THE CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 GA2689'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1767 ***********************************************************************
 FB1767  DESIGNATION -  RV 6
 FB1767  PID         -  FB1767
 FB1767  STATE/COUNTY-  TN/BLOUNT
 FB1767  USGS QUAD   -  MARYVILLE (1979)
 FB1767
 FB1767                         *CURRENT SURVEY CONTROL
 FB1767  ___________________________________________________________________
 FB1767* NAD 83(1986)-  35 47 39.     (N)    083 57 52.     (W)     SCALED    
 FB1767* NAVD 88     -       254.689  (meters)     835.59   (feet)  ADJUSTED  
 FB1767  ___________________________________________________________________
 FB1767  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1767  DYNAMIC HT  -         254.449 (meters)     834.80  (feet)  COMP
 FB1767  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FB1767
 FB1767  VERT ORDER  -  FIRST     CLASS II
 FB1767
 FB1767.The horizontal coordinates were scaled from a topographic map and have
 FB1767.an estimated accuracy of +/- 6 seconds.
 FB1767
 FB1767.The orthometric height was determined by differential leveling
 FB1767.and adjusted by the National Geodetic Survey in June 1991..
 FB1767
 FB1767.The geoid height was determined by GEOID03.
 FB1767
 FB1767.The dynamic height is computed by dividing the NAVD 88
 FB1767.geopotential number by the normal gravity value computed on the
 FB1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1767.degrees latitude (g = 980.6199 gals.).
 FB1767
 FB1767.The modeled gravity was interpolated from observed gravity values.
 FB1767
 FB1767;                    North         East    Units  Estimated Accuracy
 FB1767;SPC TN       -   163,990.      783,990.      MT  (+/- 180 meters Scaled)
 FB1767
 FB1767                          SUPERSEDED SURVEY CONTROL
 FB1767
 FB1767  NGVD 29 (??/??/92)  254.817  (m)          836.01   (f) ADJ UNCH    1 2
 FB1767
 FB1767.Superseded values are not recommended for survey control.
 FB1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1767.See file dsdata.txt to determine how the superseded data were derived.
 FB1767
 FB1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320651(NAD 83)
 FB1767_MARKER: R = RIVET
 FB1767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1767_SP_SET: BRIDGE
 FB1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1767
 FB1767  HISTORY     - Date     Condition        Report By
 FB1767  HISTORY     - UNK      MONUMENTED       SOURR
 FB1767  HISTORY     - 1934     GOOD             NGS
 FB1767  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1767
 FB1767                          STATION DESCRIPTION
 FB1767
 FB1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1767'0.2 MI S FROM DUNCAN.
 FB1767'0.2 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM DUNCAN, BLOUNT
 FB1767'COUNTY, AT BRIDGE A 14, IN THE SOUTH ABUTMENT, 1 FOOT EAST OF THE
 FB1767'CENTERLINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE
 FB1767'TRACK.  A STANDARD MONEL-METAL RIVET.
 FB1767
 FB1767                          STATION RECOVERY (1983)
 FB1767
 FB1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2686 ***********************************************************************
 GA2686  DESIGNATION -  RV 60
 GA2686  PID         -  GA2686
 GA2686  STATE/COUNTY-  TN/CLAIBORNE
 GA2686  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2686
 GA2686                         *CURRENT SURVEY CONTROL
 GA2686  ___________________________________________________________________
 GA2686* NAD 83(1986)-  36 34 58.     (N)    083 40 42.     (W)     SCALED    
 GA2686* NAVD 88     -       385.871  (meters)    1265.98   (feet)  ADJUSTED  
 GA2686  ___________________________________________________________________
 GA2686  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2686  DYNAMIC HT  -         385.533 (meters)    1264.87  (feet)  COMP
 GA2686  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 GA2686
 GA2686  VERT ORDER  -  SECOND    CLASS 0
 GA2686
 GA2686.The horizontal coordinates were scaled from a topographic map and have
 GA2686.an estimated accuracy of +/- 6 seconds.
 GA2686
 GA2686.The orthometric height was determined by differential leveling
 GA2686.and adjusted by the National Geodetic Survey in June 1991..
 GA2686
 GA2686.The geoid height was determined by GEOID03.
 GA2686
 GA2686.The dynamic height is computed by dividing the NAVD 88
 GA2686.geopotential number by the normal gravity value computed on the
 GA2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2686.degrees latitude (g = 980.6199 gals.).
 GA2686
 GA2686.The modeled gravity was interpolated from observed gravity values.
 GA2686
 GA2686;                    North         East    Units  Estimated Accuracy
 GA2686;SPC TN       -   252,050.      807,770.      MT  (+/- 180 meters Scaled)
 GA2686
 GA2686                          SUPERSEDED SURVEY CONTROL
 GA2686
 GA2686  NGVD 29 (??/??/92)  386.014  (m)         1266.45   (f) ADJ UNCH    2 0
 GA2686
 GA2686.Superseded values are not recommended for survey control.
 GA2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2686.See file dsdata.txt to determine how the superseded data were derived.
 GA2686
 GA2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA603519(NAD 83)
 GA2686_MARKER: R = RIVET
 GA2686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2686_SP_SET: CULVERT
 GA2686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2686
 GA2686  HISTORY     - Date     Condition        Report By
 GA2686  HISTORY     - UNK      MONUMENTED       SOURR
 GA2686  HISTORY     - 1934     GOOD             NGS
 GA2686  HISTORY     - 1963     GOOD             NGS
 GA2686
 GA2686                          STATION DESCRIPTION
 GA2686
 GA2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2686'1.3 MI S FROM CUMBERLAND GAP.
 GA2686'1.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2686'CUMBERLAND GAP, CLAIBORNE COUNTY, AT TIPRELL, 50 FEET SOUTH OF THE
 GA2686'STATION, AT A DOUBLE-PIPE CULVERT, AND IN THE TOP OF THE SOUTH
 GA2686'END OF THE WEST HEADWALL.  A STANDARD MONEL-METAL RIVET.
 GA2686
 GA2686                          STATION RECOVERY (1963)
 GA2686
 GA2686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2684 ***********************************************************************
 GA2684  DESIGNATION -  RV 61
 GA2684  PID         -  GA2684
 GA2684  STATE/COUNTY-  TN/CLAIBORNE
 GA2684  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2684
 GA2684                         *CURRENT SURVEY CONTROL
 GA2684  ___________________________________________________________________
 GA2684* NAD 83(1986)-  36 35 45.     (N)    083 40 16.     (W)     SCALED    
 GA2684* NAVD 88     -       396.226  (meters)    1299.95   (feet)  ADJUSTED  
 GA2684  ___________________________________________________________________
 GA2684  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2684  DYNAMIC HT  -         395.879 (meters)    1298.81  (feet)  COMP
 GA2684  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 GA2684
 GA2684  VERT ORDER  -  SECOND    CLASS 0
 GA2684
 GA2684.The horizontal coordinates were scaled from a topographic map and have
 GA2684.an estimated accuracy of +/- 6 seconds.
 GA2684
 GA2684.The orthometric height was determined by differential leveling
 GA2684.and adjusted by the National Geodetic Survey in June 1991..
 GA2684
 GA2684.The geoid height was determined by GEOID03.
 GA2684
 GA2684.The dynamic height is computed by dividing the NAVD 88
 GA2684.geopotential number by the normal gravity value computed on the
 GA2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2684.degrees latitude (g = 980.6199 gals.).
 GA2684
 GA2684.The modeled gravity was interpolated from observed gravity values.
 GA2684
 GA2684;                    North         East    Units  Estimated Accuracy
 GA2684;SPC TN       -   253,510.      808,380.      MT  (+/- 180 meters Scaled)
 GA2684
 GA2684                          SUPERSEDED SURVEY CONTROL
 GA2684
 GA2684  NGVD 29 (??/??/92)  396.365  (m)         1300.41   (f) ADJ UNCH    2 0
 GA2684
 GA2684.Superseded values are not recommended for survey control.
 GA2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2684.See file dsdata.txt to determine how the superseded data were derived.
 GA2684
 GA2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA610533(NAD 83)
 GA2684_MARKER: R = RIVET
 GA2684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2684_SP_SET: CULVERT
 GA2684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2684
 GA2684  HISTORY     - Date     Condition        Report By
 GA2684  HISTORY     - UNK      MONUMENTED       SOURR
 GA2684  HISTORY     - 1934     GOOD             NGS
 GA2684  HISTORY     - 1963     GOOD             NGS
 GA2684
 GA2684                          STATION DESCRIPTION
 GA2684
 GA2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2684'AT CUMBERLAND GAP.
 GA2684'AT CUMBERLAND GAP, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, AT
 GA2684'MILEAGE 64.8, 30 FEET WEST OF THE WEST SIDE OF A WATER TANK, AT
 GA2684'A 30-INCH PIPE CULVERT, IN THE CENTER OF THE TOP OF THE CONCRETE
 GA2684'HEADWALL, AND 8.2 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 GA2684'A STANDARD MONEL-METAL RIVET.
 GA2684
 GA2684                          STATION RECOVERY (1963)
 GA2684
 GA2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA2684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1742 ***********************************************************************
 GB1742  DESIGNATION -  RV 62.10
 GB1742  PID         -  GB1742
 GB1742  STATE/COUNTY-  TN/SMITH
 GB1742  USGS QUAD   -  GORDONSVILLE (1986)
 GB1742
 GB1742                         *CURRENT SURVEY CONTROL
 GB1742  ___________________________________________________________________
 GB1742* NAD 83(1986)-  36 09 46.     (N)    085 53 37.     (W)     SCALED    
 GB1742* NAVD 88     -       154.944  (meters)     508.35   (feet)  ADJUSTED  
 GB1742  ___________________________________________________________________
 GB1742  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1742  DYNAMIC HT  -         154.811 (meters)     507.91  (feet)  COMP
 GB1742  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GB1742
 GB1742  VERT ORDER  -  SECOND    CLASS 0
 GB1742
 GB1742.The horizontal coordinates were scaled from a topographic map and have
 GB1742.an estimated accuracy of +/- 6 seconds.
 GB1742
 GB1742.The orthometric height was determined by differential leveling
 GB1742.and adjusted by the National Geodetic Survey in June 1991..
 GB1742
 GB1742.The geoid height was determined by GEOID03.
 GB1742
 GB1742.The dynamic height is computed by dividing the NAVD 88
 GB1742.geopotential number by the normal gravity value computed on the
 GB1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1742.degrees latitude (g = 980.6199 gals.).
 GB1742
 GB1742.The modeled gravity was interpolated from observed gravity values.
 GB1742
 GB1742;                    North         East    Units  Estimated Accuracy
 GB1742;SPC TN       -   202,980.      609,570.      MT  (+/- 180 meters Scaled)
 GB1742
 GB1742                          SUPERSEDED SURVEY CONTROL
 GB1742
 GB1742  NGVD 29 (??/??/92)  155.012  (m)          508.57   (f) ADJ UNCH    2 0
 GB1742
 GB1742.Superseded values are not recommended for survey control.
 GB1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1742.See file dsdata.txt to determine how the superseded data were derived.
 GB1742
 GB1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF995025(NAD 83)
 GB1742_MARKER: R = RIVET
 GB1742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1742_SP_SET: ABUTMENT
 GB1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1742
 GB1742  HISTORY     - Date     Condition        Report By
 GB1742  HISTORY     - UNK      MONUMENTED       TNHD
 GB1742  HISTORY     - 1960     GOOD             NGS
 GB1742
 GB1742                          STATION DESCRIPTION
 GB1742
 GB1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1742'1.2 MI E FROM CARTHAGE JUNCTION.
 GB1742'1.5 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1742'STATION AT CARTHAGE JUNCTION, SMITH COUNTY, AT TRESTLE 62.10,
 GB1742'IN THE TOP OF THE NORTH SIDE OF THE EAST STONE ABUTMENT, 5 FEET
 GB1742'NORTH OF THE NORTH RAIL, AND 7 FEET LOWER THAN THE TOP OF THE
 GB1742'RAIL.  A STANDARD MONEL-METAL RIVET IN THE CENTER OF A CHISELED
 GB1742'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0551 ***********************************************************************
 GB0551  DESIGNATION -  RV 63
 GB0551  PID         -  GB0551
 GB0551  STATE/COUNTY-  TN/CAMPBELL
 GB0551  USGS QUAD   -  PIONEER (1979)
 GB0551
 GB0551                         *CURRENT SURVEY CONTROL
 GB0551  ___________________________________________________________________
 GB0551* NAD 83(1986)-  36 23 46.     (N)    084 17 00.     (W)     SCALED    
 GB0551* NAVD 88     -       438.924  (meters)    1440.04   (feet)  ADJUSTED  
 GB0551  ___________________________________________________________________
 GB0551  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB0551  DYNAMIC HT  -         438.530 (meters)    1438.74  (feet)  COMP
 GB0551  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GB0551
 GB0551  VERT ORDER  -  SECOND    CLASS 0
 GB0551
 GB0551.The horizontal coordinates were scaled from a topographic map and have
 GB0551.an estimated accuracy of +/- 6 seconds.
 GB0551
 GB0551.The orthometric height was determined by differential leveling
 GB0551.and adjusted by the National Geodetic Survey in June 1991..
 GB0551.WARNING-Repeat measurements at this control monument indicate possible
 GB0551.vertical movement.
 GB0551
 GB0551.The geoid height was determined by GEOID03.
 GB0551
 GB0551.The dynamic height is computed by dividing the NAVD 88
 GB0551.geopotential number by the normal gravity value computed on the
 GB0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0551.degrees latitude (g = 980.6199 gals.).
 GB0551
 GB0551.The modeled gravity was interpolated from observed gravity values.
 GB0551
 GB0551;                    North         East    Units  Estimated Accuracy
 GB0551;SPC TN       -   230,220.      754,000.      MT  (+/- 180 meters Scaled)
 GB0551
 GB0551                          SUPERSEDED SURVEY CONTROL
 GB0551
 GB0551  NGVD 29 (??/??/92)  439.027  (m)         1440.37   (f) ADJ UNCH    2 0
 GB0551
 GB0551.Superseded values are not recommended for survey control.
 GB0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0551.See file dsdata.txt to determine how the superseded data were derived.
 GB0551
 GB0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF436313(NAD 83)
 GB0551_MARKER: R = RIVET
 GB0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0551_SP_SET: ABUTMENT CAPSTONE
 GB0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0551
 GB0551  HISTORY     - Date     Condition        Report By
 GB0551  HISTORY     - UNK      MONUMENTED       SOURR
 GB0551  HISTORY     - 1934     GOOD             NGS
 GB0551  HISTORY     - 1961     GOOD             NGS
 GB0551
 GB0551                          STATION DESCRIPTION
 GB0551
 GB0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0551'1.8 MI NW FROM TURLEY.
 GB0551'1.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM TURLEY,
 GB0551'CAMPBELL COUNTY, AT BRIDGE 3 OVER COVE CREEK, AT THE WEST END OF
 GB0551'THE SOUTH ABUTMENT, AND IN THE TOP OF THE CAPSTONE.  A STANDARD
 GB0551'MONEL-METAL RIVET.
 GB0551
 GB0551                          STATION RECOVERY (1961)
 GB0551
 GB0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0563 ***********************************************************************
 GB0563  DESIGNATION -  RV 64
 GB0563  PID         -  GB0563
 GB0563  STATE/COUNTY-  TN/CAMPBELL
 GB0563  USGS QUAD   -  BLOCK (1979)
 GB0563
 GB0563                         *CURRENT SURVEY CONTROL
 GB0563  ___________________________________________________________________
 GB0563* NAD 83(1986)-  36 21 25.     (N)    084 15 53.     (W)     SCALED    
 GB0563* NAVD 88     -       407.823  (meters)    1338.00   (feet)  ADJUSTED  
 GB0563  ___________________________________________________________________
 GB0563  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB0563  DYNAMIC HT  -         407.457 (meters)    1336.80  (feet)  COMP
 GB0563  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GB0563
 GB0563  VERT ORDER  -  SECOND    CLASS 0
 GB0563
 GB0563.The horizontal coordinates were scaled from a topographic map and have
 GB0563.an estimated accuracy of +/- 6 seconds.
 GB0563
 GB0563.The orthometric height was determined by differential leveling
 GB0563.and adjusted by the National Geodetic Survey in June 1991..
 GB0563
 GB0563.The geoid height was determined by GEOID03.
 GB0563
 GB0563.The dynamic height is computed by dividing the NAVD 88
 GB0563.geopotential number by the normal gravity value computed on the
 GB0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0563.degrees latitude (g = 980.6199 gals.).
 GB0563
 GB0563.The modeled gravity was interpolated from observed gravity values.
 GB0563
 GB0563;                    North         East    Units  Estimated Accuracy
 GB0563;SPC TN       -   225,900.      755,740.      MT  (+/- 180 meters Scaled)
 GB0563
 GB0563                          SUPERSEDED SURVEY CONTROL
 GB0563
 GB0563  NGVD 29 (??/??/92)  407.920  (m)         1338.32   (f) ADJ UNCH    2 0
 GB0563
 GB0563.Superseded values are not recommended for survey control.
 GB0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0563.See file dsdata.txt to determine how the superseded data were derived.
 GB0563
 GB0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF454270(NAD 83)
 GB0563_MARKER: R = RIVET
 GB0563_SETTING: 66 = SET IN ROCK OUTCROP
 GB0563_SP_SET: ROCK SHELF
 GB0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0563+STABILITY: POSITION/ELEVATION WELL
 GB0563
 GB0563  HISTORY     - Date     Condition        Report By
 GB0563  HISTORY     - UNK      MONUMENTED       SOURR
 GB0563  HISTORY     - 1934     GOOD             NGS
 GB0563
 GB0563                          STATION DESCRIPTION
 GB0563
 GB0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0563'1 MI E FROM TURLEY.
 GB0563'1.0 MILE EAST ALONG THE SOUTHERN RAILWAY FROM TURLEY, CAMPBELL
 GB0563'COUNTY, 980 FEET WEST OF MILEPOST 43, 7 FEET WEST OF THE TRACK,
 GB0563'IN THE TOP OF A SMALL SHELF OF ROCK, AND ABOUT 2 FEET HIGHER
 GB0563'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0567 ***********************************************************************
 GB0567  DESIGNATION -  RV 65
 GB0567  PID         -  GB0567
 GB0567  STATE/COUNTY-  TN/CAMPBELL
 GB0567  USGS QUAD   -  JACKSBORO (1991)
 GB0567
 GB0567                         *CURRENT SURVEY CONTROL
 GB0567  ___________________________________________________________________
 GB0567* NAD 83(1986)-  36 19 15.     (N)    084 14 31.     (W)     SCALED    
 GB0567* NAVD 88     -       350.82   (+/-2cm)    1151.0    (feet)  VERTCON   
 GB0567  ___________________________________________________________________
 GB0567  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB0567
 GB0567  VERT ORDER  -  ? (See Below)
 GB0567
 GB0567.The horizontal coordinates were scaled from a topographic map and have
 GB0567.an estimated accuracy of +/- 6 seconds.
 GB0567
 GB0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0567.The vertical order pertains to the NGVD 29 superseded value.
 GB0567
 GB0567.The geoid height was determined by GEOID03.
 GB0567
 GB0567;                    North         East    Units  Estimated Accuracy
 GB0567;SPC TN       -   221,930.      757,860.      MT  (+/- 180 meters Scaled)
 GB0567
 GB0567                          SUPERSEDED SURVEY CONTROL
 GB0567
 GB0567  NGVD 29 (??/??/92)  350.921  (m)         1151.31   (f) ADJ UNCH    ?  
 GB0567
 GB0567.Superseded values are not recommended for survey control.
 GB0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0567.See file dsdata.txt to determine how the superseded data were derived.
 GB0567
 GB0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF475230(NAD 83)
 GB0567_MARKER: R = RIVET
 GB0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0567_SP_SET: ABUTMENT
 GB0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0567
 GB0567  HISTORY     - Date     Condition        Report By
 GB0567  HISTORY     - UNK      MONUMENTED       SOURR
 GB0567  HISTORY     - 1934     GOOD             NGS
 GB0567
 GB0567                          STATION DESCRIPTION
 GB0567
 GB0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0567'1.5 MI SE FROM BLOCK.
 GB0567'1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM BLOCK, CAMPBELL
 GB0567'COUNTY, ON THE WEST ABUTMENT OF BRIDGE 1 OVER COVE CREEK, AND
 GB0567'IN THE TOP OF THE SOUTH END OF THE BACKWALL.  A STANDARD
 GB0567'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0569 ***********************************************************************
 GB0569  DESIGNATION -  RV 66
 GB0569  PID         -  GB0569
 GB0569  STATE/COUNTY-  TN/CAMPBELL
 GB0569  USGS QUAD   -  JACKSBORO (1991)
 GB0569
 GB0569                         *CURRENT SURVEY CONTROL
 GB0569  ___________________________________________________________________
 GB0569* NAD 83(1986)-  36 17 54.     (N)    084 13 22.     (W)     SCALED    
 GB0569* NAVD 88     -       333.450  (meters)    1093.99   (feet)  ADJUSTED  
 GB0569  ___________________________________________________________________
 GB0569  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB0569  DYNAMIC HT  -         333.154 (meters)    1093.02  (feet)  COMP
 GB0569  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 GB0569
 GB0569  VERT ORDER  -  SECOND    CLASS 0
 GB0569
 GB0569.The horizontal coordinates were scaled from a topographic map and have
 GB0569.an estimated accuracy of +/- 6 seconds.
 GB0569
 GB0569.The orthometric height was determined by differential leveling
 GB0569.and adjusted by the National Geodetic Survey in June 1991..
 GB0569
 GB0569.The geoid height was determined by GEOID03.
 GB0569
 GB0569.The dynamic height is computed by dividing the NAVD 88
 GB0569.geopotential number by the normal gravity value computed on the
 GB0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0569.degrees latitude (g = 980.6199 gals.).
 GB0569
 GB0569.The modeled gravity was interpolated from observed gravity values.
 GB0569
 GB0569;                    North         East    Units  Estimated Accuracy
 GB0569;SPC TN       -   219,470.      759,620.      MT  (+/- 180 meters Scaled)
 GB0569
 GB0569                          SUPERSEDED SURVEY CONTROL
 GB0569
 GB0569  NGVD 29 (??/??/92)  333.553  (m)         1094.33   (f) ADJ UNCH    2 0
 GB0569
 GB0569.Superseded values are not recommended for survey control.
 GB0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0569.See file dsdata.txt to determine how the superseded data were derived.
 GB0569
 GB0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF493206(NAD 83)
 GB0569_MARKER: R = RIVET
 GB0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0569_SP_SET: PIER
 GB0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0569
 GB0569  HISTORY     - Date     Condition        Report By
 GB0569  HISTORY     - UNK      MONUMENTED       SOURR
 GB0569  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0569
 GB0569                          STATION DESCRIPTION
 GB0569
 GB0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0569'AT CARYVILLE.
 GB0569'AT CARYVILLE, CAMPBELL COUNTY, ON THE SOUTHERN RAILWAY 4 FEET
 GB0569'EAST OF A SWITCH TRACK, AT A GALVANIZED-IRON WAREHOUSE, AND
 GB0569'IN THE TOP OF THE SOUTHWEST CORNER CONCRETE PIER.  A STANDARD
 GB0569'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0573 ***********************************************************************
 GB0573  DESIGNATION -  RV 68
 GB0573  PID         -  GB0573
 GB0573  STATE/COUNTY-  TN/ANDERSON
 GB0573  USGS QUAD   -  LAKE CITY (1973)
 GB0573
 GB0573                         *CURRENT SURVEY CONTROL
 GB0573  ___________________________________________________________________
 GB0573* NAD 83(1986)-  36 14 59.     (N)    084 10 12.     (W)     SCALED    
 GB0573* NAVD 88     -       292.938  (meters)     961.08   (feet)  POSTED    
 GB0573  ___________________________________________________________________
 GB0573  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GB0573  DYNAMIC HT  -         292.680 (meters)     960.23  (feet)  COMP
 GB0573  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB0573
 GB0573  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GB0573
 GB0573.The horizontal coordinates were scaled from a topographic map and have
 GB0573.an estimated accuracy of +/- 6 seconds.
 GB0573
 GB0573.The orthometric height was determined by differential leveling
 GB0573.and adjusted by the National Geodetic Survey in 1992..
 GB0573.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GB0573.rate of 4.1 thru 8.0 mm/km.
 GB0573
 GB0573.The geoid height was determined by GEOID03.
 GB0573
 GB0573.The dynamic height is computed by dividing the NAVD 88
 GB0573.geopotential number by the normal gravity value computed on the
 GB0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0573.degrees latitude (g = 980.6199 gals.).
 GB0573
 GB0573.The modeled gravity was interpolated from observed gravity values.
 GB0573
 GB0573;                    North         East    Units  Estimated Accuracy
 GB0573;SPC TN       -   214,160.      764,460.      MT  (+/- 180 meters Scaled)
 GB0573
 GB0573                          SUPERSEDED SURVEY CONTROL
 GB0573
 GB0573  NGVD 29 (??/??/92)  293.066  (m)          961.50   (f) ADJ UNCH    2 0
 GB0573
 GB0573.Superseded values are not recommended for survey control.
 GB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0573.See file dsdata.txt to determine how the superseded data were derived.
 GB0573
 GB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF542153(NAD 83)
 GB0573_MARKER: R = RIVET
 GB0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0573_SP_SET: ABUTMENT
 GB0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0573
 GB0573  HISTORY     - Date     Condition        Report By
 GB0573  HISTORY     - UNK      MONUMENTED       SOURR
 GB0573  HISTORY     - 1949     GOOD             NGS
 GB0573  HISTORY     - 1973     GOOD             TVA
 GB0573
 GB0573                          STATION DESCRIPTION
 GB0573
 GB0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0573'2 MI N FROM COAL CREEK.
 GB0573'2.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0573'ANDERSON COUNTY, AT MILEAGE 33.4, AT THE UNDERPASS AT DISNEY,
 GB0573'AND IN THE TOP OF THE WEST END OF THE BACKWALL OF THE NORTH
 GB0573'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
 GB0573
 GB0573                          STATION RECOVERY (1973)
 GB0573
 GB0573'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0575 ***********************************************************************
 GB0575  DESIGNATION -  RV 69
 GB0575  PID         -  GB0575
 GB0575  STATE/COUNTY-  TN/ANDERSON
 GB0575  USGS QUAD   -  LAKE CITY (1973)
 GB0575
 GB0575                         *CURRENT SURVEY CONTROL
 GB0575  ___________________________________________________________________
 GB0575* NAD 83(1986)-  36 13 13.     (N)    084 09 28.     (W)     SCALED    
 GB0575* NAVD 88     -       262.147  (meters)     860.06   (feet)  ADJUSTED  
 GB0575  ___________________________________________________________________
 GB0575  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0575  DYNAMIC HT  -         261.911 (meters)     859.29  (feet)  COMP
 GB0575  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 GB0575
 GB0575  VERT ORDER  -  SECOND    CLASS 0
 GB0575
 GB0575.The horizontal coordinates were scaled from a topographic map and have
 GB0575.an estimated accuracy of +/- 6 seconds.
 GB0575
 GB0575.The orthometric height was determined by differential leveling
 GB0575.and adjusted by the National Geodetic Survey in June 1991..
 GB0575
 GB0575.The geoid height was determined by GEOID03.
 GB0575
 GB0575.The dynamic height is computed by dividing the NAVD 88
 GB0575.geopotential number by the normal gravity value computed on the
 GB0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0575.degrees latitude (g = 980.6199 gals.).
 GB0575
 GB0575.The modeled gravity was interpolated from observed gravity values.
 GB0575
 GB0575;                    North         East    Units  Estimated Accuracy
 GB0575;SPC TN       -   210,920.      765,620.      MT  (+/- 180 meters Scaled)
 GB0575
 GB0575                          SUPERSEDED SURVEY CONTROL
 GB0575
 GB0575  NGVD 29 (??/??/92)  262.261  (m)          860.43   (f) ADJ UNCH    2 0
 GB0575
 GB0575.Superseded values are not recommended for survey control.
 GB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0575.See file dsdata.txt to determine how the superseded data were derived.
 GB0575
 GB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF554121(NAD 83)
 GB0575_MARKER: R = RIVET
 GB0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0575_SP_SET: BRIDGE
 GB0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0575
 GB0575  HISTORY     - Date     Condition        Report By
 GB0575  HISTORY     - UNK      MONUMENTED       SOURR
 GB0575  HISTORY     - 1949     GOOD             NGS
 GB0575  HISTORY     - 1973     GOOD             TVA
 GB0575
 GB0575                          STATION DESCRIPTION
 GB0575
 GB0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0575'AT COAL CREEK.
 GB0575'AT COAL CREEK, ANDERSON COUNTY, ON THE SOUTHERN RAILWAY, AT THE
 GB0575'BRIDGE OVER COAL CREEK, IN THE TOP OF THE BACKWALL, AND 3
 GB0575'FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 GB0575
 GB0575                          STATION RECOVERY (1973)
 GB0575
 GB0575'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0578 ***********************************************************************
 GB0578  DESIGNATION -  RV 70
 GB0578  PID         -  GB0578
 GB0578  STATE/COUNTY-  TN/ANDERSON
 GB0578  USGS QUAD   -  LAKE CITY (1973)
 GB0578
 GB0578                         *CURRENT SURVEY CONTROL
 GB0578  ___________________________________________________________________
 GB0578* NAD 83(1986)-  36 11 16.     (N)    084 08 44.     (W)     SCALED    
 GB0578* NAVD 88     -       279.591  (meters)     917.29   (feet)  ADJUSTED  
 GB0578  ___________________________________________________________________
 GB0578  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0578  DYNAMIC HT  -         279.340 (meters)     916.47  (feet)  COMP
 GB0578  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 GB0578
 GB0578  VERT ORDER  -  SECOND    CLASS 0
 GB0578
 GB0578.The horizontal coordinates were scaled from a topographic map and have
 GB0578.an estimated accuracy of +/- 6 seconds.
 GB0578
 GB0578.The orthometric height was determined by differential leveling
 GB0578.and adjusted by the National Geodetic Survey in June 1991..
 GB0578
 GB0578.The geoid height was determined by GEOID03.
 GB0578
 GB0578.The dynamic height is computed by dividing the NAVD 88
 GB0578.geopotential number by the normal gravity value computed on the
 GB0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0578.degrees latitude (g = 980.6199 gals.).
 GB0578
 GB0578.The modeled gravity was interpolated from observed gravity values.
 GB0578
 GB0578;                    North         East    Units  Estimated Accuracy
 GB0578;SPC TN       -   207,330.      766,790.      MT  (+/- 180 meters Scaled)
 GB0578
 GB0578                          SUPERSEDED SURVEY CONTROL
 GB0578
 GB0578  NGVD 29 (??/??/92)  279.728  (m)          917.74   (f) ADJ UNCH    2 0
 GB0578
 GB0578.Superseded values are not recommended for survey control.
 GB0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0578.See file dsdata.txt to determine how the superseded data were derived.
 GB0578
 GB0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566085(NAD 83)
 GB0578_MARKER: R = RIVET
 GB0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0578_SP_SET: CULVERT
 GB0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0578
 GB0578  HISTORY     - Date     Condition        Report By
 GB0578  HISTORY     - UNK      MONUMENTED       SOURR
 GB0578  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0578  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0578
 GB0578                          STATION DESCRIPTION
 GB0578
 GB0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0578'2.4 MI S FROM COAL CREEK.
 GB0578'2.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0578'ANDERSON COUNTY, AT KNAPP, AT MILEAGE 28.8, AT A ROAD CROSSING,
 GB0578'AT A CULVERT IN THE TOP OF THE EAST HEADWALL, AND 5.6 FEET
 GB0578'FROM THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 GB0578
 GB0578                          STATION RECOVERY (1973)
 GB0578
 GB0578'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0583 ***********************************************************************
 GB0583  DESIGNATION -  RV 72
 GB0583  PID         -  GB0583
 GB0583  STATE/COUNTY-  TN/ANDERSON
 GB0583  USGS QUAD   -  NORRIS (1990)
 GB0583
 GB0583                         *CURRENT SURVEY CONTROL
 GB0583  ___________________________________________________________________
 GB0583* NAD 83(1986)-  36 09 35.     (N)    084 07 21.     (W)     SCALED    
 GB0583* NAVD 88     -       259.153  (meters)     850.24   (feet)  ADJUSTED  
 GB0583  ___________________________________________________________________
 GB0583  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB0583  DYNAMIC HT  -         258.919 (meters)     849.47  (feet)  COMP
 GB0583  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GB0583
 GB0583  VERT ORDER  -  SECOND    CLASS 0
 GB0583
 GB0583.The horizontal coordinates were scaled from a topographic map and have
 GB0583.an estimated accuracy of +/- 6 seconds.
 GB0583
 GB0583.The orthometric height was determined by differential leveling
 GB0583.and adjusted by the National Geodetic Survey in June 1991..
 GB0583
 GB0583.The geoid height was determined by GEOID03.
 GB0583
 GB0583.The dynamic height is computed by dividing the NAVD 88
 GB0583.geopotential number by the normal gravity value computed on the
 GB0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0583.degrees latitude (g = 980.6199 gals.).
 GB0583
 GB0583.The modeled gravity was interpolated from observed gravity values.
 GB0583
 GB0583;                    North         East    Units  Estimated Accuracy
 GB0583;SPC TN       -   204,260.      768,920.      MT  (+/- 180 meters Scaled)
 GB0583
 GB0583                          SUPERSEDED SURVEY CONTROL
 GB0583
 GB0583  NGVD 29 (??/??/92)  259.289  (m)          850.68   (f) ADJ UNCH    2 0
 GB0583
 GB0583.Superseded values are not recommended for survey control.
 GB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0583.See file dsdata.txt to determine how the superseded data were derived.
 GB0583
 GB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF588055(NAD 83)
 GB0583_MARKER: R = RIVET
 GB0583_SETTING: 66 = SET IN ROCK OUTCROP
 GB0583_SP_SET: ROCK SHELF
 GB0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0583+STABILITY: POSITION/ELEVATION WELL
 GB0583
 GB0583  HISTORY     - Date     Condition        Report By
 GB0583  HISTORY     - UNK      MONUMENTED       SOURR
 GB0583  HISTORY     - 1934     GOOD             NGS
 GB0583  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0583
 GB0583                          STATION DESCRIPTION
 GB0583
 GB0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0583'5.1 MI N FROM CLINTON.
 GB0583'5.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0583'AT CLINTON, ANDERSON COUNTY, 489 FEET WEST OF MILEPOST 26,
 GB0583'IN A CUT, 5 FEET NORTH OF THE TRACK, IN THE TOP OF A SMALL
 GB0583'ROCK SHELF, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 GB0583'MONEL-METAL RIVET.
 GB0583
 GB0583                          STATION RECOVERY (1973)
 GB0583
 GB0583'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0586 ***********************************************************************
 GB0586  DESIGNATION -  RV 73
 GB0586  PID         -  GB0586
 GB0586  STATE/COUNTY-  TN/ANDERSON
 GB0586  USGS QUAD   -  LAKE CITY (1973)
 GB0586
 GB0586                         *CURRENT SURVEY CONTROL
 GB0586  ___________________________________________________________________
 GB0586* NAD 83(1986)-  36 08 31.     (N)    084 07 39.     (W)     SCALED    
 GB0586* NAVD 88     -       254.668  (meters)     835.52   (feet)  ADJUSTED  
 GB0586  ___________________________________________________________________
 GB0586  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB0586  DYNAMIC HT  -         254.437 (meters)     834.77  (feet)  COMP
 GB0586  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0586
 GB0586  VERT ORDER  -  SECOND    CLASS 0
 GB0586
 GB0586.The horizontal coordinates were scaled from a topographic map and have
 GB0586.an estimated accuracy of +/- 6 seconds.
 GB0586
 GB0586.The orthometric height was determined by differential leveling
 GB0586.and adjusted by the National Geodetic Survey in June 1991..
 GB0586
 GB0586.The geoid height was determined by GEOID03.
 GB0586
 GB0586.The dynamic height is computed by dividing the NAVD 88
 GB0586.geopotential number by the normal gravity value computed on the
 GB0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0586.degrees latitude (g = 980.6199 gals.).
 GB0586
 GB0586.The modeled gravity was interpolated from observed gravity values.
 GB0586
 GB0586;                    North         East    Units  Estimated Accuracy
 GB0586;SPC TN       -   202,280.      768,510.      MT  (+/- 180 meters Scaled)
 GB0586
 GB0586                          SUPERSEDED SURVEY CONTROL
 GB0586
 GB0586  NGVD 29 (??/??/92)  254.804  (m)          835.97   (f) ADJ UNCH    2 0
 GB0586
 GB0586.Superseded values are not recommended for survey control.
 GB0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0586.See file dsdata.txt to determine how the superseded data were derived.
 GB0586
 GB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF584035(NAD 83)
 GB0586_MARKER: R = RIVET
 GB0586_SETTING: 0 = UNSPECIFIED SETTING
 GB0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0586
 GB0586  HISTORY     - Date     Condition        Report By
 GB0586  HISTORY     - UNK      MONUMENTED       SOURR
 GB0586  HISTORY     - 1934     GOOD             NGS
 GB0586
 GB0586                          STATION DESCRIPTION
 GB0586
 GB0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0586'3.2 MI N FROM CLINTON.
 GB0586'3.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0586'AT CLINTON, ANDERSON COUNTY, 319 FEET NORTHWEST OF MILEPOST 24,
 GB0586'6 FEET WEST OF THE TRACK, AND ABOUT 1-1/2 FEET HIGHER THAN
 GB0586'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0491 ***********************************************************************
 GB0491  DESIGNATION -  RV 74
 GB0491  PID         -  GB0491
 GB0491  STATE/COUNTY-  TN/ANDERSON
 GB0491  USGS QUAD   -  CLINTON (1990)
 GB0491
 GB0491                         *CURRENT SURVEY CONTROL
 GB0491  ___________________________________________________________________
 GB0491* NAD 83(1986)-  36 06 11.     (N)    084 07 44.     (W)     SCALED    
 GB0491* NAVD 88     -       254.181  (meters)     833.93   (feet)  ADJUSTED  
 GB0491  ___________________________________________________________________
 GB0491  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0491  DYNAMIC HT  -         253.950 (meters)     833.17  (feet)  COMP
 GB0491  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 GB0491
 GB0491  VERT ORDER  -  FIRST     CLASS II
 GB0491
 GB0491.The horizontal coordinates were scaled from a topographic map and have
 GB0491.an estimated accuracy of +/- 6 seconds.
 GB0491
 GB0491.The orthometric height was determined by differential leveling
 GB0491.and adjusted by the National Geodetic Survey in June 1991..
 GB0491.WARNING-Repeat measurements at this control monument indicate possible
 GB0491.vertical movement.
 GB0491
 GB0491.The geoid height was determined by GEOID03.
 GB0491
 GB0491.The dynamic height is computed by dividing the NAVD 88
 GB0491.geopotential number by the normal gravity value computed on the
 GB0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0491.degrees latitude (g = 980.6199 gals.).
 GB0491
 GB0491.The modeled gravity was interpolated from observed gravity values.
 GB0491
 GB0491;                    North         East    Units  Estimated Accuracy
 GB0491;SPC TN       -   197,960.      768,470.      MT  (+/- 180 meters Scaled)
 GB0491
 GB0491                          SUPERSEDED SURVEY CONTROL
 GB0491
 GB0491  NGVD 29 (??/??/92)  254.317  (m)          834.37   (f) ADJ UNCH    1 2
 GB0491
 GB0491.Superseded values are not recommended for survey control.
 GB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0491.See file dsdata.txt to determine how the superseded data were derived.
 GB0491
 GB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584991(NAD 83)
 GB0491_MARKER: R = RIVET
 GB0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0491_SP_SET: ABUTMENT
 GB0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0491
 GB0491  HISTORY     - Date     Condition        Report By
 GB0491  HISTORY     - UNK      MONUMENTED       SOURR
 GB0491  HISTORY     - 1950     GOOD             NGS
 GB0491  HISTORY     - 1973     GOOD             TVA
 GB0491
 GB0491                          STATION DESCRIPTION
 GB0491
 GB0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0491'0.1 MI S FROM CLINTON.
 GB0491'ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0491'STATION AT CLINTON, SET IN THE TOP OF THE WEST END OF THE NORTH
 GB0491'ABUTMENT OF RAILWAY BRIDGE OVER CLINCH RIVER, 7 FEET WEST OF THE
 GB0491'WEST RAIL AND ABOUT 2 FEET BELOW THE TRACK.
 GB0491
 GB0491                          STATION RECOVERY (1973)
 GB0491
 GB0491'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2611 ***********************************************************************
 GA2611  DESIGNATION -  RV 75
 GA2611  PID         -  GA2611
 GA2611  STATE/COUNTY-  TN/CAMPBELL
 GA2611  USGS QUAD   -  EAGAN (1953)
 GA2611
 GA2611                         *CURRENT SURVEY CONTROL
 GA2611  ___________________________________________________________________
 GA2611* NAD 83(1986)-  36 32 47.     (N)    083 59 36.     (W)     SCALED    
 GA2611* NAVD 88     -       331.22   (+/-2cm)    1086.7    (feet)  VERTCON   
 GA2611  ___________________________________________________________________
 GA2611  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GA2611
 GA2611  VERT ORDER  -  ? (See Below)
 GA2611
 GA2611.The horizontal coordinates were scaled from a topographic map and have
 GA2611.an estimated accuracy of +/- 6 seconds.
 GA2611
 GA2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2611.The vertical order pertains to the NGVD 29 superseded value.
 GA2611
 GA2611.The geoid height was determined by GEOID03.
 GA2611
 GA2611;                    North         East    Units  Estimated Accuracy
 GA2611;SPC TN       -   247,390.      779,660.      MT  (+/- 180 meters Scaled)
 GA2611
 GA2611                          SUPERSEDED SURVEY CONTROL
 GA2611
 GA2611  NGVD 29 (??/??/92)  331.368  (m)         1087.16   (f) ADJ UNCH    ?  
 GA2611
 GA2611.Superseded values are not recommended for survey control.
 GA2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2611.See file dsdata.txt to determine how the superseded data were derived.
 GA2611
 GA2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA320487(NAD 83)
 GA2611_MARKER: R = RIVET
 GA2611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2611_SP_SET: BRIDGE
 GA2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2611
 GA2611  HISTORY     - Date     Condition        Report By
 GA2611  HISTORY     - UNK      MONUMENTED       SOURR
 GA2611  HISTORY     - 1934     GOOD             NGS
 GA2611
 GA2611                          STATION DESCRIPTION
 GA2611
 GA2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2611'0.3 MI W FROM ANTHRAS.
 GA2611'0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM ANTHRAS, CAMPBELL
 GA2611'COUNTY, AT THE STATE HIGHWAY BRIDGE OVER CLEAR FORK CREEK, AND
 GA2611'IN THE TOP OF THE NORTH END OF THE WHEEL GUARD OF THE EAST SIDE
 GA2611'WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2616 ***********************************************************************
 GA2616  DESIGNATION -  RV 76
 GA2616  PID         -  GA2616
 GA2616  STATE/COUNTY-  TN/CLAIBORNE
 GA2616  USGS QUAD   -  EAGAN (1953)
 GA2616
 GA2616                         *CURRENT SURVEY CONTROL
 GA2616  ___________________________________________________________________
 GA2616* NAD 83(1986)-  36 33 06.     (N)    083 58 38.     (W)     SCALED    
 GA2616* NAVD 88     -       333.13   (+/-2cm)    1092.9    (feet)  VERTCON   
 GA2616  ___________________________________________________________________
 GA2616  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GA2616
 GA2616  VERT ORDER  -  ? (See Below)
 GA2616
 GA2616.The horizontal coordinates were scaled from a topographic map and have
 GA2616.an estimated accuracy of +/- 6 seconds.
 GA2616
 GA2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2616.The vertical order pertains to the NGVD 29 superseded value.
 GA2616
 GA2616.The geoid height was determined by GEOID03.
 GA2616
 GA2616;                    North         East    Units  Estimated Accuracy
 GA2616;SPC TN       -   248,000.      781,090.      MT  (+/- 180 meters Scaled)
 GA2616
 GA2616                          SUPERSEDED SURVEY CONTROL
 GA2616
 GA2616  NGVD 29 (??/??/92)  333.276  (m)         1093.42   (f) ADJ UNCH    ?  
 GA2616
 GA2616.Superseded values are not recommended for survey control.
 GA2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2616.See file dsdata.txt to determine how the superseded data were derived.
 GA2616
 GA2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA335492(NAD 83)
 GA2616_MARKER: R = RIVET
 GA2616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2616_SP_SET: WALL
 GA2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2616
 GA2616  HISTORY     - Date     Condition        Report By
 GA2616  HISTORY     - UNK      MONUMENTED       SOURR
 GA2616  HISTORY     - 1934     GOOD             NGS
 GA2616
 GA2616                          STATION DESCRIPTION
 GA2616
 GA2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2616'AT EAGAN.
 GA2616'AT EAGAN, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, AT THE BLUE
 GA2616'DIAMOND COAL COMPANY PROPERTY, IN THE TOP OF THE NORTH CONCRETE
 GA2616'RETAINING WALL IN FRONT OF THE OFFICE, AND 8 INCHES EAST OF THE
 GA2616'EAST PIPE SUPPORTING THE EAST END OF THE GUARDRAIL.  A STANDARD
 GA2616'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2617 ***********************************************************************
 GA2617  DESIGNATION -  RV 77
 GA2617  PID         -  GA2617
 GA2617  STATE/COUNTY-  TN/CLAIBORNE
 GA2617  USGS QUAD   -  EAGAN (1953)
 GA2617
 GA2617                         *CURRENT SURVEY CONTROL
 GA2617  ___________________________________________________________________
 GA2617* NAD 83(1986)-  36 33 01.     (N)    083 57 06.     (W)     SCALED    
 GA2617* NAVD 88     -       336.552  (meters)    1104.17   (feet)  ADJUSTED  
 GA2617  ___________________________________________________________________
 GA2617  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GA2617  DYNAMIC HT  -         336.259 (meters)    1103.21  (feet)  COMP
 GA2617  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 GA2617
 GA2617  VERT ORDER  -  SECOND    CLASS 0
 GA2617
 GA2617.The horizontal coordinates were scaled from a topographic map and have
 GA2617.an estimated accuracy of +/- 6 seconds.
 GA2617
 GA2617.The orthometric height was determined by differential leveling
 GA2617.and adjusted by the National Geodetic Survey in June 1991..
 GA2617
 GA2617.The geoid height was determined by GEOID03.
 GA2617
 GA2617.The dynamic height is computed by dividing the NAVD 88
 GA2617.geopotential number by the normal gravity value computed on the
 GA2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2617.degrees latitude (g = 980.6199 gals.).
 GA2617
 GA2617.The modeled gravity was interpolated from observed gravity values.
 GA2617
 GA2617;                    North         East    Units  Estimated Accuracy
 GA2617;SPC TN       -   247,900.      783,390.      MT  (+/- 180 meters Scaled)
 GA2617
 GA2617                          SUPERSEDED SURVEY CONTROL
 GA2617
 GA2617  NGVD 29 (??/??/92)  336.696  (m)         1104.64   (f) ADJ UNCH    2 0
 GA2617
 GA2617.Superseded values are not recommended for survey control.
 GA2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2617.See file dsdata.txt to determine how the superseded data were derived.
 GA2617
 GA2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA357490(NAD 83)
 GA2617_MARKER: R = RIVET
 GA2617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2617_SP_SET: BRIDGE
 GA2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2617
 GA2617  HISTORY     - Date     Condition        Report By
 GA2617  HISTORY     - UNK      MONUMENTED       SOURR
 GA2617  HISTORY     - 1934     GOOD             NGS
 GA2617
 GA2617                          STATION DESCRIPTION
 GA2617
 GA2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2617'AT CLAIRFIELD.
 GA2617'AT CLAIRFIELD, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 33 RAILS
 GA2617'WEST OF THE STATION, AT BRIDGE 6 OVER CLEAR FORK CREEK, IN THE
 GA2617'TOP OF THE NORTH END OF THE EAST ABUTMENT, 1 FOOT SOUTH OF THE
 GA2617'NORTH EDGE, ABOUT 1-1/2 FEET EAST OF WEST EDGE, 10 FEET NORTH OF
 GA2617'THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 GA2617'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2624 ***********************************************************************
 GA2624  DESIGNATION -  RV 79
 GA2624  PID         -  GA2624
 GA2624  STATE/COUNTY-  TN/CLAIBORNE
 GA2624  USGS QUAD   -  EAGAN (1953)
 GA2624
 GA2624                         *CURRENT SURVEY CONTROL
 GA2624  ___________________________________________________________________
 GA2624* NAD 83(1986)-  36 35 11.     (N)    083 54 00.     (W)     SCALED    
 GA2624* NAVD 88     -       381.821  (meters)    1252.69   (feet)  ADJUSTED  
 GA2624  ___________________________________________________________________
 GA2624  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2624  DYNAMIC HT  -         381.485 (meters)    1251.59  (feet)  COMP
 GA2624  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 GA2624
 GA2624  VERT ORDER  -  SECOND    CLASS 0
 GA2624
 GA2624.The horizontal coordinates were scaled from a topographic map and have
 GA2624.an estimated accuracy of +/- 6 seconds.
 GA2624
 GA2624.The orthometric height was determined by differential leveling
 GA2624.and adjusted by the National Geodetic Survey in June 1991..
 GA2624.WARNING-Repeat measurements at this control monument indicate possible
 GA2624.vertical movement.
 GA2624
 GA2624.The geoid height was determined by GEOID03.
 GA2624
 GA2624.The dynamic height is computed by dividing the NAVD 88
 GA2624.geopotential number by the normal gravity value computed on the
 GA2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2624.degrees latitude (g = 980.6199 gals.).
 GA2624
 GA2624.The modeled gravity was interpolated from observed gravity values.
 GA2624
 GA2624;                    North         East    Units  Estimated Accuracy
 GA2624;SPC TN       -   252,000.      787,920.      MT  (+/- 180 meters Scaled)
 GA2624
 GA2624                          SUPERSEDED SURVEY CONTROL
 GA2624
 GA2624  NGVD 29 (??/??/92)  381.950  (m)         1253.11   (f) ADJ UNCH    2 0
 GA2624
 GA2624.Superseded values are not recommended for survey control.
 GA2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2624.See file dsdata.txt to determine how the superseded data were derived.
 GA2624
 GA2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA405529(NAD 83)
 GA2624_MARKER: R = RIVET
 GA2624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2624_SP_SET: BRIDGE
 GA2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2624
 GA2624  HISTORY     - Date     Condition        Report By
 GA2624  HISTORY     - UNK      MONUMENTED       SOURR
 GA2624  HISTORY     - 1951     GOOD             NGS
 GA2624
 GA2624                          STATION DESCRIPTION
 GA2624
 GA2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA2624'AT PRUDEN.
 GA2624'AT PRUDEN, ALONG THE SOUTHERN RAILWAY, ABOUT 16 RAILS NORTHEAST
 GA2624'OF THE STATION, ABOUT 17 RAILS NORTHEAST OF MILE POST 83, AT THE
 GA2624'KENTUCKY-TENNESSEE STATE LINE, SET IN THE TOP OF THE EAST CORNER
 GA2624'OF THE ROCK FOUNDATION FOR THE SOUTHWEST STONE ABUTMENT OF A
 GA2624'WOODEN BRIDGE OVER A CREEK, 6 FEET SOUTHEAST OF THE SOUTHEAST
 GA2624'RAIL, 0.3 FOOT WEST OF THE EAST CORNER OF ROCK FOUNDATION AND
 GA2624'ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0028 ***********************************************************************
 GA0028  DESIGNATION -  RV 8
 GA0028  PID         -  GA0028
 GA0028  STATE/COUNTY-  TN/SULLIVAN
 GA0028  USGS QUAD   -  BRISTOL (1991)
 GA0028
 GA0028                         *CURRENT SURVEY CONTROL
 GA0028  ___________________________________________________________________
 GA0028* NAD 83(1986)-  36 35 21.     (N)    082 10 40.     (W)     SCALED    
 GA0028* NAVD 88     -       520.482  (meters)    1707.61   (feet)  ADJUSTED  
 GA0028  ___________________________________________________________________
 GA0028  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0028  DYNAMIC HT  -         520.007 (meters)    1706.06  (feet)  COMP
 GA0028  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GA0028
 GA0028  VERT ORDER  -  FIRST     CLASS II
 GA0028
 GA0028.The horizontal coordinates were scaled from a topographic map and have
 GA0028.an estimated accuracy of +/- 6 seconds.
 GA0028
 GA0028.The orthometric height was determined by differential leveling
 GA0028.and adjusted by the National Geodetic Survey in June 1991..
 GA0028
 GA0028.The geoid height was determined by GEOID03.
 GA0028
 GA0028.The dynamic height is computed by dividing the NAVD 88
 GA0028.geopotential number by the normal gravity value computed on the
 GA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0028.degrees latitude (g = 980.6199 gals.).
 GA0028
 GA0028.The modeled gravity was interpolated from observed gravity values.
 GA0028
 GA0028;                    North         East    Units  Estimated Accuracy
 GA0028;SPC TN       -   256,970.      941,970.      MT  (+/- 180 meters Scaled)
 GA0028
 GA0028                          SUPERSEDED SURVEY CONTROL
 GA0028
 GA0028  NGVD 29 (??/??/92)  520.632  (m)         1708.11   (f) ADJ UNCH    1 2
 GA0028
 GA0028.Superseded values are not recommended for survey control.
 GA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0028.See file dsdata.txt to determine how the superseded data were derived.
 GA0028
 GA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA946499(NAD 83)
 GA0028_MARKER: R = RIVET
 GA0028_SETTING: 0 = UNSPECIFIED SETTING
 GA0028_MARK LOGO: SOURR 
 GA0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0028
 GA0028  HISTORY     - Date     Condition        Report By
 GA0028  HISTORY     - UNK      MONUMENTED       SOURR
 GA0028  HISTORY     - 1935     GOOD             NGS
 GA0028  HISTORY     - 1984     GOOD             NGS
 GA0028
 GA0028                          STATION DESCRIPTION
 GA0028
 GA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0028'AT BRISTOL.
 GA0028'AT BRISTOL, SULLIVAN COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GA0028'773 YARDS SOUTH OF THE PASSENGER STATION, AT THE BRIDGE STREET
 GA0028'OVERHEAD CROSSING, 8 INCHES FROM THE NORTH END OF THE WEST PIER,
 GA0028'7 FEET WEST OF THE WEST RAIL, AND 5 FEET HIGHER THAN THE RAIL.  A
 GA0028'STANDARD MONEL-METAL RIVET.
 GA0028
 GA0028                          STATION RECOVERY (1984)
 GA0028
 GA0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1879 ***********************************************************************
 GA1879  DESIGNATION -  RV 81
 GA1879  PID         -  GA1879
 GA1879  STATE/COUNTY-  TN/HAWKINS
 GA1879  USGS QUAD   -  BULLS GAP (1976)
 GA1879
 GA1879                         *CURRENT SURVEY CONTROL
 GA1879  ___________________________________________________________________
 GA1879* NAD 83(1986)-  36 15 05.     (N)    083 05 09.     (W)     SCALED    
 GA1879* NAVD 88     -       349.963  (meters)    1148.17   (feet)  ADJUSTED  
 GA1879  ___________________________________________________________________
 GA1879  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1879  DYNAMIC HT  -         349.642 (meters)    1147.12  (feet)  COMP
 GA1879  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1879
 GA1879  VERT ORDER  -  SECOND    CLASS 0
 GA1879
 GA1879.The horizontal coordinates were scaled from a topographic map and have
 GA1879.an estimated accuracy of +/- 6 seconds.
 GA1879
 GA1879.The orthometric height was determined by differential leveling
 GA1879.and adjusted by the National Geodetic Survey in June 1991..
 GA1879
 GA1879.The geoid height was determined by GEOID03.
 GA1879
 GA1879.The dynamic height is computed by dividing the NAVD 88
 GA1879.geopotential number by the normal gravity value computed on the
 GA1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1879.degrees latitude (g = 980.6199 gals.).
 GA1879
 GA1879.The modeled gravity was interpolated from observed gravity values.
 GA1879
 GA1879;                    North         East    Units  Estimated Accuracy
 GA1879;SPC TN       -   216,710.      861,870.      MT  (+/- 180 meters Scaled)
 GA1879
 GA1879                          SUPERSEDED SURVEY CONTROL
 GA1879
 GA1879  NGVD 29 (??/??/92)  350.117  (m)         1148.68   (f) ADJ UNCH    2 0
 GA1879
 GA1879.Superseded values are not recommended for survey control.
 GA1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1879.See file dsdata.txt to determine how the superseded data were derived.
 GA1879
 GA1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA125138(NAD 83)
 GA1879_MARKER: R = RIVET
 GA1879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1879_SP_SET: BRIDGE
 GA1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1879
 GA1879  HISTORY     - Date     Condition        Report By
 GA1879  HISTORY     - UNK      MONUMENTED       SOURR
 GA1879  HISTORY     - 1934     GOOD             NGS
 GA1879  HISTORY     - 1949     GOOD             TVA
 GA1879
 GA1879                          STATION DESCRIPTION
 GA1879
 GA1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1879'AT BULLS GAP.
 GA1879'AT BULLS GAP, ABOUT 0.2 MILE SOUTHEAST OF THE SOUTHERN RAILWAY
 GA1879'STATION, AT BRIDGE 75.7 A OVER THE BULLS GAP-LEADVALE CUT-OFF,
 GA1879'IN THE TOP OF THE BACK WALL OF THE WEST CONCRETE ABUTMENT, AND
 GA1879'5 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 GA1879'MONEL-METAL RIVET.
 GA1879
 GA1879                          STATION RECOVERY (1949)
 GA1879
 GA1879'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1881 ***********************************************************************
 GA1881  DESIGNATION -  RV 82
 GA1881  PID         -  GA1881
 GA1881  STATE/COUNTY-  TN/GREENE
 GA1881  USGS QUAD   -  MOHAWK (1980)
 GA1881
 GA1881                         *CURRENT SURVEY CONTROL
 GA1881  ___________________________________________________________________
 GA1881* NAD 83(1986)-  36 13 04.     (N)    083 03 59.     (W)     SCALED    
 GA1881* NAVD 88     -       339.771  (meters)    1114.73   (feet)  ADJUSTED  
 GA1881  ___________________________________________________________________
 GA1881  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1881  DYNAMIC HT  -         339.458 (meters)    1113.71  (feet)  COMP
 GA1881  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 GA1881
 GA1881  VERT ORDER  -  SECOND    CLASS 0
 GA1881
 GA1881.The horizontal coordinates were scaled from a topographic map and have
 GA1881.an estimated accuracy of +/- 6 seconds.
 GA1881
 GA1881.The orthometric height was determined by differential leveling
 GA1881.and adjusted by the National Geodetic Survey in June 1991..
 GA1881
 GA1881.The geoid height was determined by GEOID03.
 GA1881
 GA1881.The dynamic height is computed by dividing the NAVD 88
 GA1881.geopotential number by the normal gravity value computed on the
 GA1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1881.degrees latitude (g = 980.6199 gals.).
 GA1881
 GA1881.The modeled gravity was interpolated from observed gravity values.
 GA1881
 GA1881;                    North         East    Units  Estimated Accuracy
 GA1881;SPC TN       -   213,030.      863,730.      MT  (+/- 180 meters Scaled)
 GA1881
 GA1881                          SUPERSEDED SURVEY CONTROL
 GA1881
 GA1881  NGVD 29 (??/??/92)  339.934  (m)         1115.27   (f) ADJ UNCH    2 0
 GA1881
 GA1881.Superseded values are not recommended for survey control.
 GA1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1881.See file dsdata.txt to determine how the superseded data were derived.
 GA1881
 GA1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA142100(NAD 83)
 GA1881_MARKER: R = RIVET
 GA1881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1881_SP_SET: BRIDGE
 GA1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1881
 GA1881  HISTORY     - Date     Condition        Report By
 GA1881  HISTORY     - UNK      MONUMENTED       SOURR
 GA1881  HISTORY     - 1961     GOOD             NGS
 GA1881
 GA1881                          STATION DESCRIPTION
 GA1881
 GA1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1881'1.6 MI N FROM MOHAWK.
 GA1881'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE
 GA1881'TO A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD TO
 GA1881'THE T JUNCTION OF A GRAVELED ROAD, THEN GO 0.2 MILE WEST ON THE
 GA1881'GRAVELED ROAD TO A RAILROAD CROSSING, THEN GO 0.15 MILE NORTH ON THE
 GA1881'SOUTHERN RAILWAY TO A BRIDGE.  THE RIVET IS ABOUT 117 FT. EAST
 GA1881'OF MILEPOST 73, AT BRIDGE NO. 72.9 IN THE EAST END OF THE SOUTH
 GA1881'CONCRETE WINGWALL OF THE BRIDGE, AND 8.6 FT. EAST OF THE CENTER
 GA1881'OF THE TRACK.  THE RIVET IS CEMENTED IN TOP OF THE WINGWALL
 GA1881'ABOUT 2 FT. BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1884 ***********************************************************************
 GA1884  DESIGNATION -  RV 83
 GA1884  PID         -  GA1884
 GA1884  STATE/COUNTY-  TN/GREENE
 GA1884  USGS QUAD   -  MOHAWK (1980)
 GA1884
 GA1884                         *CURRENT SURVEY CONTROL
 GA1884  ___________________________________________________________________
 GA1884* NAD 83(1986)-  36 11 50.     (N)    083 02 47.     (W)     SCALED    
 GA1884* NAVD 88     -       331.055  (meters)    1086.14   (feet)  ADJUSTED  
 GA1884  ___________________________________________________________________
 GA1884  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1884  DYNAMIC HT  -         330.748 (meters)    1085.13  (feet)  COMP
 GA1884  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 GA1884
 GA1884  VERT ORDER  -  SECOND    CLASS 0
 GA1884
 GA1884.The horizontal coordinates were scaled from a topographic map and have
 GA1884.an estimated accuracy of +/- 6 seconds.
 GA1884
 GA1884.The orthometric height was determined by differential leveling
 GA1884.and adjusted by the National Geodetic Survey in June 1991..
 GA1884
 GA1884.The geoid height was determined by GEOID03.
 GA1884
 GA1884.The dynamic height is computed by dividing the NAVD 88
 GA1884.geopotential number by the normal gravity value computed on the
 GA1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1884.degrees latitude (g = 980.6199 gals.).
 GA1884
 GA1884.The modeled gravity was interpolated from observed gravity values.
 GA1884
 GA1884;                    North         East    Units  Estimated Accuracy
 GA1884;SPC TN       -   210,810.      865,600.      MT  (+/- 180 meters Scaled)
 GA1884
 GA1884                          SUPERSEDED SURVEY CONTROL
 GA1884
 GA1884  NGVD 29 (??/??/92)  331.222  (m)         1086.68   (f) ADJ UNCH    2 0
 GA1884
 GA1884.Superseded values are not recommended for survey control.
 GA1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1884.See file dsdata.txt to determine how the superseded data were derived.
 GA1884
 GA1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA160077(NAD 83)
 GA1884_MARKER: R = RIVET
 GA1884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1884_SP_SET: BRIDGE
 GA1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1884
 GA1884  HISTORY     - Date     Condition        Report By
 GA1884  HISTORY     - UNK      MONUMENTED       SOURR
 GA1884  HISTORY     - 1950     GOOD             NGS
 GA1884
 GA1884                          STATION DESCRIPTION
 GA1884
 GA1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA1884'4.7 MI SE FROM BULLS GAP.
 GA1884'IN GREENE COUNTY, 4.9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GA1884'FROM THE STATION AT BULLS GAP, ABOUT 0.4 MILE EAST OF THE
 GA1884'STATION AT MOHAWK, 8 FEET EAST OF MILEPOST 71, AT BRIDGE 70.9 A
 GA1884'OVER LICK CREEK, IN THE TOP OF THE BACK WALL OF THE WEST CONCRETE
 GA1884'ABUTMENT, AND 6.7 FEET NORTH OF CENTERLINE OF THE MAIN TRACK.  A
 GA1884'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1885 ***********************************************************************
 GA1885  DESIGNATION -  RV 84
 GA1885  PID         -  GA1885
 GA1885  STATE/COUNTY-  TN/GREENE
 GA1885  USGS QUAD   -  MOHAWK (1980)
 GA1885
 GA1885                         *CURRENT SURVEY CONTROL
 GA1885  ___________________________________________________________________
 GA1885* NAD 83(1986)-  36 11 35.     (N)    083 01 40.     (W)     SCALED    
 GA1885* NAVD 88     -       333.918  (meters)    1095.53   (feet)  ADJUSTED  
 GA1885  ___________________________________________________________________
 GA1885  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1885  DYNAMIC HT  -         333.608 (meters)    1094.51  (feet)  COMP
 GA1885  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA1885
 GA1885  VERT ORDER  -  SECOND    CLASS 0
 GA1885
 GA1885.The horizontal coordinates were scaled from a topographic map and have
 GA1885.an estimated accuracy of +/- 6 seconds.
 GA1885
 GA1885.The orthometric height was determined by differential leveling
 GA1885.and adjusted by the National Geodetic Survey in June 1991..
 GA1885
 GA1885.The geoid height was determined by GEOID03.
 GA1885
 GA1885.The dynamic height is computed by dividing the NAVD 88
 GA1885.geopotential number by the normal gravity value computed on the
 GA1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1885.degrees latitude (g = 980.6199 gals.).
 GA1885
 GA1885.The modeled gravity was interpolated from observed gravity values.
 GA1885
 GA1885;                    North         East    Units  Estimated Accuracy
 GA1885;SPC TN       -   210,400.      867,280.      MT  (+/- 180 meters Scaled)
 GA1885
 GA1885                          SUPERSEDED SURVEY CONTROL
 GA1885
 GA1885  NGVD 29 (??/??/92)  334.082  (m)         1096.07   (f) ADJ UNCH    2 0
 GA1885
 GA1885.Superseded values are not recommended for survey control.
 GA1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1885.See file dsdata.txt to determine how the superseded data were derived.
 GA1885
 GA1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA176072(NAD 83)
 GA1885_MARKER: R = RIVET
 GA1885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1885_SP_SET: SIGNAL
 GA1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1885
 GA1885  HISTORY     - Date     Condition        Report By
 GA1885  HISTORY     - UNK      MONUMENTED       SOURR
 GA1885  HISTORY     - 1935     GOOD             NGS
 GA1885  HISTORY     - 1950     GOOD             NGS
 GA1885
 GA1885                          STATION DESCRIPTION
 GA1885
 GA1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1885'5.9 MI SE FROM BULLS GAP.
 GA1885'IN GREENE COUNTY, ABOUT 5.9 MILES SOUTHEAST ALONG THE SOUTHERN
 GA1885'RAILWAY FROM THE STATION AT BULLS GAP, HAWKINS COUNTY, ABOUT
 GA1885'250 FEET EAST OF MILEPOST 70, AT SIGNAL 69.9 A, IN THE TOP OF
 GA1885'THE SOUTHEAST CORNER OF THE CONCRETE BASE, AND 9.6 FEET NORTH
 GA1885'OF THE CENTERLINE OF THE MAIN TRACK, 1.5 FEET SOUTHEAST OF
 GA1885'MOHAWK STATION.  A STANDARD MONEL-METAL RIVET.
 GA1885
 GA1885                          STATION RECOVERY (1950)
 GA1885
 GA1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0731 ***********************************************************************
 GA0731  DESIGNATION -  RV 85
 GA0731  PID         -  GA0731
 GA0731  STATE/COUNTY-  TN/GREENE
 GA0731  USGS QUAD   -  MOSHEIM (1971)
 GA0731
 GA0731                         *CURRENT SURVEY CONTROL
 GA0731  ___________________________________________________________________
 GA0731* NAD 83(1986)-  36 10 37.     (N)    082 59 45.     (W)     SCALED    
 GA0731* NAVD 88     -       382.210  (meters)    1253.97   (feet)  ADJUSTED  
 GA0731  ___________________________________________________________________
 GA0731  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0731  DYNAMIC HT  -         381.855 (meters)    1252.80  (feet)  COMP
 GA0731  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA0731
 GA0731  VERT ORDER  -  SECOND    CLASS 0
 GA0731
 GA0731.The horizontal coordinates were scaled from a topographic map and have
 GA0731.an estimated accuracy of +/- 6 seconds.
 GA0731
 GA0731.The orthometric height was determined by differential leveling
 GA0731.and adjusted by the National Geodetic Survey in June 1991..
 GA0731
 GA0731.The geoid height was determined by GEOID03.
 GA0731
 GA0731.The dynamic height is computed by dividing the NAVD 88
 GA0731.geopotential number by the normal gravity value computed on the
 GA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0731.degrees latitude (g = 980.6199 gals.).
 GA0731
 GA0731.The modeled gravity was interpolated from observed gravity values.
 GA0731
 GA0731;                    North         East    Units  Estimated Accuracy
 GA0731;SPC TN       -   208,700.      870,210.      MT  (+/- 180 meters Scaled)
 GA0731
 GA0731                          SUPERSEDED SURVEY CONTROL
 GA0731
 GA0731  NGVD 29 (??/??/92)  382.363  (m)         1254.47   (f) ADJ UNCH    2 0
 GA0731
 GA0731.Superseded values are not recommended for survey control.
 GA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0731.See file dsdata.txt to determine how the superseded data were derived.
 GA0731
 GA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA205054(NAD 83)
 GA0731_MARKER: R = RIVET
 GA0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0731_SP_SET: CONCRETE BASE
 GA0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0731
 GA0731  HISTORY     - Date     Condition        Report By
 GA0731  HISTORY     - UNK      MONUMENTED       SOURR
 GA0731  HISTORY     - 1950     GOOD             NGS
 GA0731  HISTORY     - 1981     GOOD             LOCENG
 GA0731
 GA0731                          STATION DESCRIPTION
 GA0731
 GA0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0731'10.9 MI W FROM GREENEVILLE.
 GA0731'10.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0731'GREENEVILLE, GREENE COUNTY, 135 FEET WEST OF THE WEST SWITCH
 GA0731'OF THE PASSING TRACK AT THE STATION AT MIDWAY, AT AUTOMATIC BLOCK
 GA0731'SIGNAL 67.6 A, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 GA0731'BASE, AND 10.5 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0731'16 FEET NORTH OF THE CENTERLINE OF THE ROAD PARALLELING R.R.,
 GA0731'77 FEET SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF
 GA0731'DRIVEWAY AND R.R.  A STANDARD MONEL-METAL RIVET.
 GA0731
 GA0731                          STATION RECOVERY (1981)
 GA0731
 GA0731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0734 ***********************************************************************
 GA0734  DESIGNATION -  RV 87
 GA0734  PID         -  GA0734
 GA0734  STATE/COUNTY-  TN/GREENE
 GA0734  USGS QUAD   -  MOSHEIM (1971)
 GA0734
 GA0734                         *CURRENT SURVEY CONTROL
 GA0734  ___________________________________________________________________
 GA0734* NAD 83(1986)-  36 10 15.     (N)    082 55 59.     (W)     SCALED    
 GA0734* NAVD 88     -       370.246  (meters)    1214.72   (feet)  ADJUSTED  
 GA0734  ___________________________________________________________________
 GA0734  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0734  DYNAMIC HT  -         369.898 (meters)    1213.57  (feet)  COMP
 GA0734  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 GA0734
 GA0734  VERT ORDER  -  SECOND    CLASS 0
 GA0734
 GA0734.The horizontal coordinates were scaled from a topographic map and have
 GA0734.an estimated accuracy of +/- 6 seconds.
 GA0734
 GA0734.The orthometric height was determined by differential leveling
 GA0734.and adjusted by the National Geodetic Survey in June 1991..
 GA0734
 GA0734.The geoid height was determined by GEOID03.
 GA0734
 GA0734.The dynamic height is computed by dividing the NAVD 88
 GA0734.geopotential number by the normal gravity value computed on the
 GA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0734.degrees latitude (g = 980.6199 gals.).
 GA0734
 GA0734.The modeled gravity was interpolated from observed gravity values.
 GA0734
 GA0734;                    North         East    Units  Estimated Accuracy
 GA0734;SPC TN       -   208,190.      875,880.      MT  (+/- 180 meters Scaled)
 GA0734
 GA0734                          SUPERSEDED SURVEY CONTROL
 GA0734
 GA0734  NGVD 29 (??/??/92)  370.393  (m)         1215.20   (f) ADJ UNCH    2 0
 GA0734
 GA0734.Superseded values are not recommended for survey control.
 GA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0734.See file dsdata.txt to determine how the superseded data were derived.
 GA0734
 GA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA261046(NAD 83)
 GA0734_MARKER: R = RIVET
 GA0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0734_SP_SET: CONCRETE BASE
 GA0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0734
 GA0734  HISTORY     - Date     Condition        Report By
 GA0734  HISTORY     - UNK      MONUMENTED       SOURR
 GA0734  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA0734  HISTORY     - 1981     GOOD             LOCENG
 GA0734
 GA0734                          STATION DESCRIPTION
 GA0734
 GA0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0734'6.9 MI W FROM GREENEVILLE.
 GA0734'6.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0734'GREENEVILLE, GREENE COUNTY, OPPOSITE THE STATION AT RADER, AT
 GA0734'MILEAGE 63.6, AT A SIGNAL FEED, IN THE TOP OF THE SOUTHEAST
 GA0734'CORNER OF THE CONCRETE BASE, AND 24 FEET SOUTH OF THE CENTERLINE
 GA0734'OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- SIGNAL
 GA0734'FEED HAS BEEN REMOVED
 GA0734
 GA0734                          STATION RECOVERY (1981)
 GA0734
 GA0734'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0737 ***********************************************************************
 GA0737  DESIGNATION -  RV 88
 GA0737  PID         -  GA0737
 GA0737  STATE/COUNTY-  TN/GREENE
 GA0737  USGS QUAD   -  MOSHEIM (1971)
 GA0737
 GA0737                         *CURRENT SURVEY CONTROL
 GA0737  ___________________________________________________________________
 GA0737* NAD 83(1986)-  36 09 19.     (N)    082 54 13.     (W)     SCALED    
 GA0737* NAVD 88     -       395.270  (meters)    1296.82   (feet)  ADJUSTED  
 GA0737  ___________________________________________________________________
 GA0737  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0737  DYNAMIC HT  -         394.897 (meters)    1295.59  (feet)  COMP
 GA0737  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 GA0737
 GA0737  VERT ORDER  -  SECOND    CLASS 0
 GA0737
 GA0737.The horizontal coordinates were scaled from a topographic map and have
 GA0737.an estimated accuracy of +/- 6 seconds.
 GA0737
 GA0737.The orthometric height was determined by differential leveling
 GA0737.and adjusted by the National Geodetic Survey in June 1991..
 GA0737
 GA0737.The geoid height was determined by GEOID03.
 GA0737
 GA0737.The dynamic height is computed by dividing the NAVD 88
 GA0737.geopotential number by the normal gravity value computed on the
 GA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0737.degrees latitude (g = 980.6199 gals.).
 GA0737
 GA0737.The modeled gravity was interpolated from observed gravity values.
 GA0737
 GA0737;                    North         East    Units  Estimated Accuracy
 GA0737;SPC TN       -   206,550.      878,580.      MT  (+/- 180 meters Scaled)
 GA0737
 GA0737                          SUPERSEDED SURVEY CONTROL
 GA0737
 GA0737  NGVD 29 (??/??/92)  395.410  (m)         1297.27   (f) ADJ UNCH    2 0
 GA0737
 GA0737.Superseded values are not recommended for survey control.
 GA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0737.See file dsdata.txt to determine how the superseded data were derived.
 GA0737
 GA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA287028(NAD 83)
 GA0737_MARKER: R = RIVET
 GA0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0737_SP_SET: CONCRETE BASE
 GA0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0737
 GA0737  HISTORY     - Date     Condition        Report By
 GA0737  HISTORY     - UNK      MONUMENTED       SOURR
 GA0737  HISTORY     - 1934     GOOD             NGS
 GA0737  HISTORY     - 1950     GOOD             TVA
 GA0737  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0737
 GA0737                          STATION DESCRIPTION
 GA0737
 GA0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0737'4.7 MI W FROM GREENEVILLE.
 GA0737'4.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0737'GREENEVILLE, GREENE COUNTY, AT MILEAGE 61.4 A, AT A SIGNAL FEED,
 GA0737'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, AND 11
 GA0737'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 850 FEET EAST
 GA0737'OF RAILROAD CROSSING OF HIGH TENSION LINE 31.4 FEET NORTHEAST
 GA0737'OF NAIL AND BOTTLE CAP IN POWER POLE.  A STANDARD MONEL-METAL
 GA0737'RIVET.
 GA0737
 GA0737                          STATION RECOVERY (1950)
 GA0737
 GA0737'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0737'RECOVERED IN GOOD CONDITION.
 GA0737
 GA0737                          STATION RECOVERY (1981)
 GA0737
 GA0737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0029 ***********************************************************************
 GA0029  DESIGNATION -  RV 9
 GA0029  PID         -  GA0029
 GA0029  STATE/COUNTY-  TN/SULLIVAN
 GA0029  USGS QUAD   -  BRISTOL (1991)
 GA0029
 GA0029                         *CURRENT SURVEY CONTROL
 GA0029  ___________________________________________________________________
 GA0029* NAD 83(1986)-  36 34 27.     (N)    082 10 03.     (W)     SCALED    
 GA0029* NAVD 88     -       511.192  (meters)    1677.14   (feet)  ADJUSTED  
 GA0029  ___________________________________________________________________
 GA0029  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0029  DYNAMIC HT  -         510.725 (meters)    1675.60  (feet)  COMP
 GA0029  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA0029
 GA0029  VERT ORDER  -  FIRST     CLASS II
 GA0029
 GA0029.The horizontal coordinates were scaled from a topographic map and have
 GA0029.an estimated accuracy of +/- 6 seconds.
 GA0029
 GA0029.The orthometric height was determined by differential leveling
 GA0029.and adjusted by the National Geodetic Survey in June 1991..
 GA0029
 GA0029.The geoid height was determined by GEOID03.
 GA0029
 GA0029.The dynamic height is computed by dividing the NAVD 88
 GA0029.geopotential number by the normal gravity value computed on the
 GA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0029.degrees latitude (g = 980.6199 gals.).
 GA0029
 GA0029.The modeled gravity was interpolated from observed gravity values.
 GA0029
 GA0029;                    North         East    Units  Estimated Accuracy
 GA0029;SPC TN       -   255,340.      942,950.      MT  (+/- 180 meters Scaled)
 GA0029
 GA0029                          SUPERSEDED SURVEY CONTROL
 GA0029
 GA0029  NGVD 29 (??/??/92)  511.343  (m)         1677.63   (f) ADJ UNCH    1 2
 GA0029
 GA0029.Superseded values are not recommended for survey control.
 GA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0029.See file dsdata.txt to determine how the superseded data were derived.
 GA0029
 GA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA955482(NAD 83)
 GA0029_MARKER: R = RIVET
 GA0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0029_SP_SET: CONCRETE BASE
 GA0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0029
 GA0029  HISTORY     - Date     Condition        Report By
 GA0029  HISTORY     - UNK      MONUMENTED       SOURR
 GA0029  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0029
 GA0029                          STATION DESCRIPTION
 GA0029
 GA0029'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0029'1.5 MI S FROM BRISTOL.
 GA0029'1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0029'SULLIVAN COUNTY, 819 YARDS NORTHWEST OF MILEPOST 2, AT SIGNAL
 GA0029'POST 16 A, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE,
 GA0029'AND 6.5 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 GA0029'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0740 ***********************************************************************
 GA0740  DESIGNATION -  RV 90
 GA0740  PID         -  GA0740
 GA0740  STATE/COUNTY-  TN/GREENE
 GA0740  USGS QUAD   -  GREENEVILLE (1961)
 GA0740
 GA0740                         *CURRENT SURVEY CONTROL
 GA0740  ___________________________________________________________________
 GA0740* NAD 83(1986)-  36 09 19.     (N)    082 50 52.     (W)     SCALED    
 GA0740* NAVD 88     -       469.418  (meters)    1540.08   (feet)  ADJUSTED  
 GA0740  ___________________________________________________________________
 GA0740  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0740  DYNAMIC HT  -         468.971 (meters)    1538.62  (feet)  COMP
 GA0740  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 GA0740
 GA0740  VERT ORDER  -  SECOND    CLASS 0
 GA0740
 GA0740.The horizontal coordinates were scaled from a topographic map and have
 GA0740.an estimated accuracy of +/- 6 seconds.
 GA0740
 GA0740.The orthometric height was determined by differential leveling
 GA0740.and adjusted by the National Geodetic Survey in June 1991..
 GA0740
 GA0740.The geoid height was determined by GEOID03.
 GA0740
 GA0740.The dynamic height is computed by dividing the NAVD 88
 GA0740.geopotential number by the normal gravity value computed on the
 GA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0740.degrees latitude (g = 980.6199 gals.).
 GA0740
 GA0740.The modeled gravity was interpolated from observed gravity values.
 GA0740
 GA0740;                    North         East    Units  Estimated Accuracy
 GA0740;SPC TN       -   206,710.      883,600.      MT  (+/- 180 meters Scaled)
 GA0740
 GA0740                          SUPERSEDED SURVEY CONTROL
 GA0740
 GA0740  NGVD 29 (??/??/92)  469.542  (m)         1540.49   (f) ADJ UNCH    2 0
 GA0740
 GA0740.Superseded values are not recommended for survey control.
 GA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0740.See file dsdata.txt to determine how the superseded data were derived.
 GA0740
 GA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA337027(NAD 83)
 GA0740_MARKER: R = RIVET
 GA0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0740_SP_SET: CONCRETE BASE
 GA0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0740
 GA0740  HISTORY     - Date     Condition        Report By
 GA0740  HISTORY     - UNK      MONUMENTED       SOURR
 GA0740  HISTORY     - 1934     GOOD             NGS
 GA0740  HISTORY     - 1950     GOOD             TVA
 GA0740
 GA0740                          STATION DESCRIPTION
 GA0740
 GA0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0740'1 MI SW FROM GREENEVILLE.
 GA0740'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0740'GREENEVILLE, GREENE COUNTY, NEAR THE STANDARD OIL CO., AT AUTOMATIC
 GA0740'BLOCK SIGNAL 577 A, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 GA0740'BASE, AND 9.6 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 53
 GA0740'FEET NORTHWEST OF NORTHEAST CORNER OF LARGE STANDARD OIL CO.,
 GA0740'BLDG. NEAREST R.R., 25 FEET WEST OF NAIL AND BOTTLE CAP IN
 GA0740'TELEPHONE POLE.
 GA0740
 GA0740                          STATION RECOVERY (1950)
 GA0740
 GA0740'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0742 ***********************************************************************
 GA0742  DESIGNATION -  RV 91
 GA0742  PID         -  GA0742
 GA0742  STATE/COUNTY-  TN/GREENE
 GA0742  USGS QUAD   -  GREENEVILLE (1961)
 GA0742
 GA0742                         *CURRENT SURVEY CONTROL
 GA0742  ___________________________________________________________________
 GA0742* NAD 83(1986)-  36 09 50.     (N)    082 50 12.     (W)     SCALED    
 GA0742* NAVD 88     -       474.568  (meters)    1556.98   (feet)  ADJUSTED  
 GA0742  ___________________________________________________________________
 GA0742  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0742  DYNAMIC HT  -         474.116 (meters)    1555.50  (feet)  COMP
 GA0742  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 GA0742
 GA0742  VERT ORDER  -  SECOND    CLASS 0
 GA0742
 GA0742.The horizontal coordinates were scaled from a topographic map and have
 GA0742.an estimated accuracy of +/- 6 seconds.
 GA0742
 GA0742.The orthometric height was determined by differential leveling
 GA0742.and adjusted by the National Geodetic Survey in June 1991..
 GA0742
 GA0742.The geoid height was determined by GEOID03.
 GA0742
 GA0742.The dynamic height is computed by dividing the NAVD 88
 GA0742.geopotential number by the normal gravity value computed on the
 GA0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0742.degrees latitude (g = 980.6199 gals.).
 GA0742
 GA0742.The modeled gravity was interpolated from observed gravity values.
 GA0742
 GA0742;                    North         East    Units  Estimated Accuracy
 GA0742;SPC TN       -   207,700.      884,570.      MT  (+/- 180 meters Scaled)
 GA0742
 GA0742                          SUPERSEDED SURVEY CONTROL
 GA0742
 GA0742  NGVD 29 (??/??/92)  474.689  (m)         1557.38   (f) ADJ UNCH    2 0
 GA0742
 GA0742.Superseded values are not recommended for survey control.
 GA0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0742.See file dsdata.txt to determine how the superseded data were derived.
 GA0742
 GA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA348036(NAD 83)
 GA0742_MARKER: R = RIVET
 GA0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0742_SP_SET: UNDERPASS
 GA0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0742
 GA0742  HISTORY     - Date     Condition        Report By
 GA0742  HISTORY     - UNK      MONUMENTED       SOURR
 GA0742  HISTORY     - 1935     GOOD             NGS
 GA0742  HISTORY     - 1950     GOOD             TVA
 GA0742
 GA0742                          STATION DESCRIPTION
 GA0742
 GA0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0742'AT GREENEVILLE.
 GA0742'AT GREENEVILLE, GREENE COUNTY, 500 FEET SW OF THE SOUTHERN RAILWAY
 GA0742'STATION, AT UNDERPASS 56.8 A, IN THE TOP OF THE BACK WALL OF THE
 GA0742'NE CONCRETE ABUTMENT, 13.2 FEET SOUTH OF THE CENTERLINE OF THE
 GA0742'MAIN TRACK, AND 1.5 FEET HIGHER THAN THE BASE OF THE RAIL.  A
 GA0742'STANDARD MONEL-METAL RIVET.  NOTE-- U.S. HWY 11 E GOES THRU
 GA0742'UNDERPASS.  BM IS 3.5 FT NW OF SE END OF ABUTMENT.  NO SIGN SET.
 GA0742
 GA0742                          STATION RECOVERY (1950)
 GA0742
 GA0742'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0747 ***********************************************************************
 GA0747  DESIGNATION -  RV 92
 GA0747  PID         -  GA0747
 GA0747  STATE/COUNTY-  TN/GREENE
 GA0747  USGS QUAD   -  GREENEVILLE (1961)
 GA0747
 GA0747                         *CURRENT SURVEY CONTROL
 GA0747  ___________________________________________________________________
 GA0747* NAD 83(1986)-  36 10 11.     (N)    082 49 39.     (W)     SCALED    
 GA0747* NAVD 88     -       481.233  (meters)    1578.85   (feet)  ADJUSTED  
 GA0747  ___________________________________________________________________
 GA0747  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0747  DYNAMIC HT  -         480.776 (meters)    1577.35  (feet)  COMP
 GA0747  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GA0747
 GA0747  VERT ORDER  -  SECOND    CLASS 0
 GA0747
 GA0747.The horizontal coordinates were scaled from a topographic map and have
 GA0747.an estimated accuracy of +/- 6 seconds.
 GA0747
 GA0747.The orthometric height was determined by differential leveling
 GA0747.and adjusted by the National Geodetic Survey in June 1991..
 GA0747
 GA0747.The geoid height was determined by GEOID03.
 GA0747
 GA0747.The dynamic height is computed by dividing the NAVD 88
 GA0747.geopotential number by the normal gravity value computed on the
 GA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0747.degrees latitude (g = 980.6199 gals.).
 GA0747
 GA0747.The modeled gravity was interpolated from observed gravity values.
 GA0747
 GA0747;                    North         East    Units  Estimated Accuracy
 GA0747;SPC TN       -   208,370.      885,370.      MT  (+/- 180 meters Scaled)
 GA0747
 GA0747                          SUPERSEDED SURVEY CONTROL
 GA0747
 GA0747  NGVD 29 (??/??/92)  481.357  (m)         1579.25   (f) ADJ UNCH    2 0
 GA0747
 GA0747.Superseded values are not recommended for survey control.
 GA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0747.See file dsdata.txt to determine how the superseded data were derived.
 GA0747
 GA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA356043(NAD 83)
 GA0747_MARKER: R = RIVET
 GA0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0747_SP_SET: UNDERPASS
 GA0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0747
 GA0747  HISTORY     - Date     Condition        Report By
 GA0747  HISTORY     - UNK      MONUMENTED       SOURR
 GA0747  HISTORY     - 1955     GOOD             NGS
 GA0747
 GA0747                          STATION DESCRIPTION
 GA0747
 GA0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0747'0.6 MI NE FROM GREENEVILLE.
 GA0747'0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0747'AT GREENEVILLE, GREENE COUNTY, AT RIDGE PIKE UNDERPASS 56.1 A,
 GA0747'IN THE TOP OF THE BACK WALL OF THE EAST CONCRETE ABUTMENT, AND
 GA0747'6.5 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 GA0747'MONEL-METAL RIVET.  NOTE-- RIVET IS SET IN UNDERPASS HEADWALL.
 GA0747'NO POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0750 ***********************************************************************
 GA0750  DESIGNATION -  RV 95
 GA0750  PID         -  GA0750
 GA0750  STATE/COUNTY-  TN/GREENE
 GA0750  USGS QUAD   -  CHUCKEY (1971)
 GA0750
 GA0750                         *CURRENT SURVEY CONTROL
 GA0750  ___________________________________________________________________
 GA0750* NAD 83(1986)-  36 11 39.     (N)    082 44 24.     (W)     SCALED    
 GA0750* NAVD 88     -       447.138  (meters)    1466.99   (feet)  ADJUSTED  
 GA0750  ___________________________________________________________________
 GA0750  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0750  DYNAMIC HT  -         446.712 (meters)    1465.59  (feet)  COMP
 GA0750  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 GA0750
 GA0750  VERT ORDER  -  SECOND    CLASS 0
 GA0750
 GA0750.The horizontal coordinates were scaled from a topographic map and have
 GA0750.an estimated accuracy of +/- 6 seconds.
 GA0750
 GA0750.The orthometric height was determined by differential leveling
 GA0750.and adjusted by the National Geodetic Survey in June 1991..
 GA0750
 GA0750.The geoid height was determined by GEOID03.
 GA0750
 GA0750.The dynamic height is computed by dividing the NAVD 88
 GA0750.geopotential number by the normal gravity value computed on the
 GA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0750.degrees latitude (g = 980.6199 gals.).
 GA0750
 GA0750.The modeled gravity was interpolated from observed gravity values.
 GA0750
 GA0750;                    North         East    Units  Estimated Accuracy
 GA0750;SPC TN       -   211,340.      893,150.      MT  (+/- 180 meters Scaled)
 GA0750
 GA0750                          SUPERSEDED SURVEY CONTROL
 GA0750
 GA0750  NGVD 29 (??/??/92)  447.268  (m)         1467.41   (f) ADJ UNCH    2 0
 GA0750
 GA0750.Superseded values are not recommended for survey control.
 GA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0750.See file dsdata.txt to determine how the superseded data were derived.
 GA0750
 GA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA435068(NAD 83)
 GA0750_MARKER: R = RIVET
 GA0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0750_SP_SET: BRIDGE
 GA0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0750
 GA0750  HISTORY     - Date     Condition        Report By
 GA0750  HISTORY     - UNK      MONUMENTED       CGS
 GA0750  HISTORY     - 1955     GOOD             NGS
 GA0750
 GA0750                          STATION DESCRIPTION
 GA0750
 GA0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0750'6 MI E FROM GREENEVILLE.
 GA0750'6.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0750'GREENEVILLE, GREENE COUNTY, 500 FEET WEST OF THE STATION AT AFTON,
 GA0750'AT BRIDGE 50.7 A, IN THE TOP OF THE BACK WALL OF THE WEST CONCRETE
 GA0750'ABUTMENT, AND 6.6 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GA0750'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0753 ***********************************************************************
 GA0753  DESIGNATION -  RV 96
 GA0753  PID         -  GA0753
 GA0753  STATE/COUNTY-  TN/GREENE
 GA0753  USGS QUAD   -  CHUCKEY (1971)
 GA0753
 GA0753                         *CURRENT SURVEY CONTROL
 GA0753  ___________________________________________________________________
 GA0753* NAD 83(1986)-  36 11 53.     (N)    082 42 36.     (W)     SCALED    
 GA0753* NAVD 88     -       432.487  (meters)    1418.92   (feet)  ADJUSTED  
 GA0753  ___________________________________________________________________
 GA0753  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0753  DYNAMIC HT  -         432.074 (meters)    1417.56  (feet)  COMP
 GA0753  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 GA0753
 GA0753  VERT ORDER  -  SECOND    CLASS 0
 GA0753
 GA0753.The horizontal coordinates were scaled from a topographic map and have
 GA0753.an estimated accuracy of +/- 6 seconds.
 GA0753
 GA0753.The orthometric height was determined by differential leveling
 GA0753.and adjusted by the National Geodetic Survey in June 1991..
 GA0753
 GA0753.The geoid height was determined by GEOID03.
 GA0753
 GA0753.The dynamic height is computed by dividing the NAVD 88
 GA0753.geopotential number by the normal gravity value computed on the
 GA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0753.degrees latitude (g = 980.6199 gals.).
 GA0753
 GA0753.The modeled gravity was interpolated from observed gravity values.
 GA0753
 GA0753;                    North         East    Units  Estimated Accuracy
 GA0753;SPC TN       -   211,860.      895,830.      MT  (+/- 180 meters Scaled)
 GA0753
 GA0753                          SUPERSEDED SURVEY CONTROL
 GA0753
 GA0753  NGVD 29 (??/??/92)  432.619  (m)         1419.35   (f) ADJ UNCH    2 0
 GA0753
 GA0753.Superseded values are not recommended for survey control.
 GA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0753.See file dsdata.txt to determine how the superseded data were derived.
 GA0753
 GA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA462072(NAD 83)
 GA0753_MARKER: R = RIVET
 GA0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0753_SP_SET: BRIDGE
 GA0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0753
 GA0753  HISTORY     - Date     Condition        Report By
 GA0753  HISTORY     - UNK      MONUMENTED       SOURR
 GA0753  HISTORY     - 1934     GOOD             NGS
 GA0753  HISTORY     - 1955     POOR             TVA
 GA0753
 GA0753                          STATION DESCRIPTION
 GA0753
 GA0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0753'7.8 MI E FROM GREENEVILLE.
 GA0753'7.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0753'GREENEVILLE, GREENE COUNTY, AT BRIDGE 48.9 A OVER RIPLEY CREEK,
 GA0753'IN THE TOP OF THE NORTH SIDE WALL OF A U-CONCRETE ABUTMENT, 1
 GA0753'FOOT FROM THE WEST END, AND 6 FEET NORTH OF THE CENTERLINE OF
 GA0753'THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 GA0753
 GA0753                          STATION RECOVERY (1955)
 GA0753
 GA0753'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0753'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE8305 ***********************************************************************
 DE8305  SACS        -  This is a Secondary Airport Control Station.
 DE8305  DESIGNATION -  RVN A
 DE8305  PID         -  DE8305
 DE8305  STATE/COUNTY-  TN/HAWKINS
 DE8305  USGS QUAD   -  BUREM (1976)
 DE8305
 DE8305                         *CURRENT SURVEY CONTROL
 DE8305  ___________________________________________________________________
 DE8305* NAD 83(1995)-  36 27 19.65853(N)    082 53 26.57331(W)     ADJUSTED  
 DE8305* NAVD 88     -       382.00   (meters)    1253.3    (feet)  GPS OBS   
 DE8305  ___________________________________________________________________
 DE8305  X           -     635,694.149 (meters)                     COMP
 DE8305  Y           -  -5,096,923.039 (meters)                     COMP
 DE8305  Z           -   3,769,168.765 (meters)                     COMP
 DE8305  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DE8305  ELLIP HEIGHT-         350.67  (meters)          (10/23/02) GPS OBS
 DE8305  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DE8305
 DE8305  HORZ ORDER  -  FIRST
 DE8305  ELLP ORDER  -  FOURTH    CLASS I
 DE8305
 DE8305.This mark is at Hawkins County Airport (RVN)
 DE8305
 DE8305.The horizontal coordinates were established by GPS observations
 DE8305.and adjusted by the National Geodetic Survey in October 2002..
 DE8305
 DE8305.The orthometric height was determined by GPS observations and a
 DE8305.high-resolution geoid model.
 DE8305
 DE8305.GPS derived orthometric heights for airport stations designated as
 DE8305.PACS or SACS are published to 2 decimal places.  This maintains
 DE8305.centimeter relative accuracy between the PACS and SACS.  It does
 DE8305.not indicate centimeter accuracy relative to other marks which are
 DE8305.part of the NAVD 88 network.
 DE8305
 DE8305.Photographs are available for this station.
 DE8305
 DE8305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8305
 DE8305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8305
 DE8305.The ellipsoidal height was determined by GPS observations
 DE8305.and is referenced to NAD 83.
 DE8305
 DE8305.The geoid height was determined by GEOID03.
 DE8305
 DE8305;                    North         East     Units Scale Factor Converg.
 DE8305;SPC TN       -   239,880.764   878,678.833   MT  1.00000711   +1 49 13.1
 DE8305;SPC TN       -   787,008.81  2,882,798.80   sFT  1.00000711   +1 49 13.1
 DE8305;UTM  17      - 4,036,129.068   330,570.493   MT  0.99995369   -1 07 25.4
 DE8305
 DE8305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8305!SPC TN       -   0.99994497  x   1.00000711  =   0.99995208
 DE8305!UTM  17      -   0.99994497  x   0.99995369  =   0.99989866
 DE8305
 DE8305|---------------------------------------------------------------------|
 DE8305| PID    Reference Object                     Distance      Geod. Az  |
 DE8305|                                                           dddmmss.s |
 DE8305| GA3642 GPS 3                               378.395 METERS 06922     |
 DE8305|---------------------------------------------------------------------|
 DE8305
 DE8305                          SUPERSEDED SURVEY CONTROL
 DE8305
 DE8305.No superseded survey control is available for this station.
 DE8305
 DE8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3057036129(NAD 83)
 DE8305_MARKER: DH = HORIZONTAL CONTROL DISK
 DE8305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE8305_STAMPING: RVN A 1996
 DE8305_MARK LOGO: NGS   
 DE8305_PROJECTION: FLUSH
 DE8305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8305+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2001
 DE8305_ROD/PIPE-DEPTH:  0.9 meters
 DE8305_SLEEVE-DEPTH  : 0 meters
 DE8305
 DE8305  HISTORY     - Date     Condition        Report By
 DE8305  HISTORY     - 1996     MONUMENTED       NGS
 DE8305  HISTORY     - 20010130 GOOD             NGS
 DE8305
 DE8305                          STATION DESCRIPTION
 DE8305
 DE8305'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 DE8305'THIS STATION IS LOCATED ABOUT 12.9 MILES (20.8 KM) NORTHEAST OF
 DE8305'ROGERSVILLE, AT THE WEST
 DE8305'EDGE OF SURGOINVILLE, ON THE ROGERSVILLE HAWKINS COUNTY AIRPORT, IN
 DE8305'THE GRASS AREA
 DE8305'SOUTHWEST OF AND ON LINE WITH THE  RUNWAY 7  NORTH EDGE EXTENDED.
 DE8305'OWNERSHIP IS
 DE8305'ROGERSVILLE HAWKINS COUNTY, TENNESSEE.  AIRPORT MANAGER IS MARK
 DE8305'FINLEY. PHONE 423 345
 DE8305'0219.
 DE8305' 
 DE8305'FROM THE JUNCTION OF U.S. HIGHWAY 11W NORTH AND STATE HIGHWAY 346,
 DE8305'2.20 MILES
 DE8305'SOUTHEAST OF SURGOINSVILLE, GO 1.6 MILES NORTH ALONG STATE HIGHWAY 346
 DE8305'TO THE
 DE8305'JUNCTION OF THE AIRPORT ENTRANCE ROAD TO THE ROGERSVILLE HAWKINS
 DE8305'COUNTY AIRPORT,
 DE8305'CONTINUE NORTHWEST 0.1 MILE ALONG THE AIRPORT ROAD TO THE OFFICE. THE
 DE8305'STATION IS 0.0
 DE8305'MILE SOUTHWEST OF THE Y JUNCTION OF TAXIWAY AND RUNWAY.
 DE8305' 
 DE8305'THESTATION IS A  SURVEY DIEK SET IN THE TOP OF A 1 M LONG FENO ROD
 DE8305'ENCASED IN A 12.7 CM PVC
 DE8305'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 DE8305'IT IS 107.5 FT
 DE8305'SOUTHWEST OF A REIL, 89.0 FT WEST OF THE NORTHWEST CORNRE OF THE
 DE8305'RUNWAY, 37.0 FT NORTH
 DE8305'OF THE EXTENDED RUNWAY CENTER, AND THE FT SOUTH OF THE EXTENDED LINE
 DE8305'OF THE RUNWAY
 DE8305'LIGHTS.
 DE8305' 
 DE8305'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE8305'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3366 ***********************************************************************
 GA3366  DESIGNATION -  RYE PATCH KNOB TV STA WCYB MAST
 GA3366  PID         -  GA3366
 GA3366  STATE/COUNTY-  TN/SULLIVAN
 GA3366  USGS QUAD   -  CARTER (1969)
 GA3366
 GA3366                         *CURRENT SURVEY CONTROL
 GA3366  ___________________________________________________________________
 GA3366* NAD 83(1995)-  36 26 57.49857(N)    082 06 29.45110(W)     ADJUSTED  
 GA3366* NAVD 88     -                                                        
 GA3366  ___________________________________________________________________
 GA3366  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GA3366  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA3366
 GA3366  HORZ ORDER  -  THIRD
 GA3366
 GA3366.The horizontal coordinates were established by classical geodetic methods
 GA3366.and adjusted by the National Geodetic Survey in April 1999..
 GA3366
 GA3366
 GA3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3366
 GA3366.The geoid height was determined by GEOID03.
 GA3366
 GA3366;                    North         East     Units Scale Factor Converg.
 GA3366;SPC TN       -   241,706.781   948,809.641   MT  1.00000595   +2 16 42.3
 GA3366;SPC TN       -   792,999.66  3,112,886.30   sFT  1.00000595   +2 16 42.3
 GA3366;UTM  17      - 4,034,355.460   400,690.077   MT  0.99972151   -0 39 30.4
 GA3366
 GA3366                          SUPERSEDED SURVEY CONTROL
 GA3366
 GA3366  NAD 83(1995)-  36 26 57.49871(N)    082 06 29.45115(W) AD(       ) 4
 GA3366  NAD 83(1995)-  36 26 57.50148(N)    082 06 29.45077(W) AD(       ) 4
 GA3366  NAD 83(1995)-  36 26 57.51376(N)    082 06 29.46062(W) AD(       ) 4
 GA3366  NAD 83(1986)-  36 26 57.51276(N)    082 06 29.46044(W) AD(       ) 4
 GA3366  NAD 27      -  36 26 57.09025(N)    082 06 30.00342(W) AD(       ) 3
 GA3366
 GA3366.Superseded values are not recommended for survey control.
 GA3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3366.See file dsdata.txt to determine how the superseded data were derived.
 GA3366
 GA3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0069034355(NAD 83)
 GA3366_MARKER: 42 = RADIO/TV MAST
 GA3366
 GA3366  HISTORY     - Date     Condition        Report By
 GA3366  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3366
 GA3366                          STATION DESCRIPTION
 GA3366
 GA3366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3366'THE STATION IS THE CENTER OF THE TOP OF THE 125 FOOT HIGH, 4 LEGGED
 GA3366'MAST.  LOCATED 11
 GA3366'MILES SOUTH SOUTHEAST OF BRISTOL, ON RYE PATCH KNOB
 GA3366'IN THE CHEROKEE NATIONAL FOREST.
 GA3366'OWNED BY THE APPALACHIAN
 GA3366'BROADCASTING CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1768 ***********************************************************************
 FB1768  DESIGNATION -  S 10
 FB1768  PID         -  FB1768
 FB1768  STATE/COUNTY-  TN/BLOUNT
 FB1768  USGS QUAD   -  MARYVILLE (1979)
 FB1768
 FB1768                         *CURRENT SURVEY CONTROL
 FB1768  ___________________________________________________________________
 FB1768* NAD 83(1986)-  35 45 30.     (N)    083 57 52.     (W)     SCALED    
 FB1768* NAVD 88     -       284.026  (meters)     931.84   (feet)  ADJUSTED  
 FB1768  ___________________________________________________________________
 FB1768  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1768  DYNAMIC HT  -         283.757 (meters)     930.96  (feet)  COMP
 FB1768  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1768
 FB1768  VERT ORDER  -  FIRST     CLASS II
 FB1768
 FB1768.The horizontal coordinates were scaled from a topographic map and have
 FB1768.an estimated accuracy of +/- 6 seconds.
 FB1768
 FB1768.The orthometric height was determined by differential leveling
 FB1768.and adjusted by the National Geodetic Survey in June 1991..
 FB1768
 FB1768.The geoid height was determined by GEOID03.
 FB1768
 FB1768.The dynamic height is computed by dividing the NAVD 88
 FB1768.geopotential number by the normal gravity value computed on the
 FB1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1768.degrees latitude (g = 980.6199 gals.).
 FB1768
 FB1768.The modeled gravity was interpolated from observed gravity values.
 FB1768
 FB1768;                    North         East    Units  Estimated Accuracy
 FB1768;SPC TN       -   160,020.      784,070.      MT  (+/- 180 meters Scaled)
 FB1768
 FB1768                          SUPERSEDED SURVEY CONTROL
 FB1768
 FB1768  NGVD 29 (??/??/92)  284.144  (m)          932.23   (f) ADJ UNCH    1 2
 FB1768
 FB1768.Superseded values are not recommended for survey control.
 FB1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1768.See file dsdata.txt to determine how the superseded data were derived.
 FB1768
 FB1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319611(NAD 83)
 FB1768_MARKER: DB = BENCH MARK DISK
 FB1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1768_SP_SET: WALL
 FB1768_STAMPING: 932.452 S 10 1932
 FB1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1768
 FB1768  HISTORY     - Date     Condition        Report By
 FB1768  HISTORY     - 1932     MONUMENTED       CGS
 FB1768  HISTORY     - 1959     GOOD             NGS
 FB1768  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1768
 FB1768                          STATION DESCRIPTION
 FB1768
 FB1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1768'AT MARYVILLE.
 FB1768'AT MARYVILLE, BLOUNT COUNTY, ON THE SOUTHERN RAILWAY, AT THE
 FB1768'NORTHWEST CORNER OF THE FREIGHT STATION PLATFORM, 69 FEET WEST OF
 FB1768'THE CENTERLINE OF THE MAIN TRACK, IN THE TOP OF A CONCRETE RETAINING
 FB1768'WALL, AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 FB1768'932.452 S 10 1932.
 FB1768
 FB1768                          STATION RECOVERY (1983)
 FB1768
 FB1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2205 ***********************************************************************
 FB2205  DESIGNATION -  S 10 RESET
 FB2205  PID         -  FB2205
 FB2205  STATE/COUNTY-  TN/BLOUNT
 FB2205  USGS QUAD   -  MARYVILLE (1979)
 FB2205
 FB2205                         *CURRENT SURVEY CONTROL
 FB2205  ___________________________________________________________________
 FB2205* NAD 83(1986)-  35 45 30.     (N)    083 57 52.     (W)     SCALED    
 FB2205* NAVD 88     -       284.17   (meters)     932.3    (feet)  RESET     
 FB2205  ___________________________________________________________________
 FB2205  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB2205
 FB2205  VERT ORDER  -  THIRD
 FB2205
 FB2205.The horizontal coordinates were scaled from a topographic map and have
 FB2205.an estimated accuracy of +/- 6 seconds.
 FB2205
 FB2205.The orthometric height was computed from unverified reset data.
 FB2205.No vertical observational check was made to the station.
 FB2205
 FB2205.The geoid height was determined by GEOID03.
 FB2205
 FB2205;                    North         East    Units  Estimated Accuracy
 FB2205;SPC TN       -   160,020.      784,070.      MT  (+/- 180 meters Scaled)
 FB2205
 FB2205                          SUPERSEDED SURVEY CONTROL
 FB2205
 FB2205  NGVD 29 (10/12/01)  284.29   (m)          932.7    (f) RESET       3  
 FB2205
 FB2205.Superseded values are not recommended for survey control.
 FB2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2205.See file dsdata.txt to determine how the superseded data were derived.
 FB2205
 FB2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319611(NAD 83)
 FB2205_MARKER: DB = BENCH MARK DISK
 FB2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2205_STAMPING: S 10 RESET 1978
 FB2205_MARK LOGO: NGS   
 FB2205_PROJECTION: PROJECTING 8 CENTIMETERS
 FB2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2205+STABILITY: SURFACE MOTION
 FB2205
 FB2205  HISTORY     - Date     Condition        Report By
 FB2205  HISTORY     - 1978     MONUMENTED       LOCENG
 FB2205  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 FB2205
 FB2205                          STATION DESCRIPTION
 FB2205
 FB2205'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FB2205'IN MARYVILLE.
 FB2205'IN MARYVILLE, NEAR THE NORTHEAST CORNER OF THE OLD SOUTHERN RAILWAY
 FB2205'FREIGHT STATION PLATFORM, 40 FEET SOUTHEAST OF THE CENTERLINE OF
 FB2205'THE MAIN TRACK, AND 136.75 FEET SOUTHEAST OF THE INTERSECTON OF THE
 FB2205'CENTER OF THE MAIN TRACK AND CENTER OF PAVEMENT OF SEVIERVILLE
 FB2205'ROAD.
 FB2205
 FB2205                          STATION RECOVERY (1978)
 FB2205
 FB2205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FB2205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0962 ***********************************************************************
 GA0962  DESIGNATION -  S 100
 GA0962  PID         -  GA0962
 GA0962  STATE/COUNTY-  TN/WASHINGTON
 GA0962  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0962
 GA0962                         *CURRENT SURVEY CONTROL
 GA0962  ___________________________________________________________________
 GA0962* NAD 83(1986)-  36 22 33.     (N)    082 30 55.     (W)     SCALED    
 GA0962* NAVD 88     -       501.495  (meters)    1645.32   (feet)  ADJUSTED  
 GA0962  ___________________________________________________________________
 GA0962  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0962  DYNAMIC HT  -         501.023 (meters)    1643.77  (feet)  COMP
 GA0962  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 GA0962
 GA0962  VERT ORDER  -  SECOND    CLASS 0
 GA0962
 GA0962.The horizontal coordinates were scaled from a topographic map and have
 GA0962.an estimated accuracy of +/- 6 seconds.
 GA0962
 GA0962.The orthometric height was determined by differential leveling
 GA0962.and adjusted by the National Geodetic Survey in June 1991..
 GA0962
 GA0962.The geoid height was determined by GEOID03.
 GA0962
 GA0962.The dynamic height is computed by dividing the NAVD 88
 GA0962.geopotential number by the normal gravity value computed on the
 GA0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0962.degrees latitude (g = 980.6199 gals.).
 GA0962
 GA0962.The modeled gravity was interpolated from observed gravity values.
 GA0962
 GA0962;                    North         East    Units  Estimated Accuracy
 GA0962;SPC TN       -   232,180.      912,630.      MT  (+/- 180 meters Scaled)
 GA0962
 GA0962                          SUPERSEDED SURVEY CONTROL
 GA0962
 GA0962  NGVD 29 (??/??/92)  501.636  (m)         1645.78   (f) ADJ UNCH    2 0
 GA0962
 GA0962.Superseded values are not recommended for survey control.
 GA0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0962.See file dsdata.txt to determine how the superseded data were derived.
 GA0962
 GA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA640267(NAD 83)
 GA0962_MARKER: DB = BENCH MARK DISK
 GA0962_SETTING: 66 = SET IN ROCK OUTCROP
 GA0962_SP_SET: LIMESTONE OUTCROP
 GA0962_STAMPING: S 100 1935
 GA0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0962+STABILITY: POSITION/ELEVATION WELL
 GA0962
 GA0962  HISTORY     - Date     Condition        Report By
 GA0962  HISTORY     - 1935     MONUMENTED       CGS
 GA0962
 GA0962                          STATION DESCRIPTION
 GA0962
 GA0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0962'7.8 MI W FROM BOONE.
 GA0962'7.8 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM THE
 GA0962'CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE, WASHINGTON
 GA0962'COUNTY, AT THE JESS G SMITH PROPERTY, 40 FEET EAST OF THE
 GA0962'CENTERLINE OF THE HIGHWAY, 60 YARDS SOUTHEAST OF POLE 128, 36 FEET
 GA0962'NORTHWEST OF THE SOUTHWEST CORNER OF A BARN, IN THE TOP OF A
 GA0962'LIMESTONE OUTCROP, AND 4 INCHES HIGHER THAN THE HIGHWAY.  A
 GA0962'STANDARD DISK, STAMPED S 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0517 ***********************************************************************
 GA0517  DESIGNATION -  S 101
 GA0517  PID         -  GA0517
 GA0517  STATE/COUNTY-  TN/SULLIVAN
 GA0517  USGS QUAD   -  BOONE DAM (1968)
 GA0517
 GA0517                         *CURRENT SURVEY CONTROL
 GA0517  ___________________________________________________________________
 GA0517* NAD 83(1986)-  36 28 38.     (N)    082 22 30.     (W)     SCALED    
 GA0517* NAVD 88     -       438.012  (meters)    1437.04   (feet)  ADJUSTED  
 GA0517  ___________________________________________________________________
 GA0517  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0517  DYNAMIC HT  -         437.607 (meters)    1435.72  (feet)  COMP
 GA0517  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 GA0517
 GA0517  VERT ORDER  -  SECOND    CLASS 0
 GA0517
 GA0517.The horizontal coordinates were scaled from a topographic map and have
 GA0517.an estimated accuracy of +/- 6 seconds.
 GA0517
 GA0517.The orthometric height was determined by differential leveling
 GA0517.and adjusted by the National Geodetic Survey in June 1991..
 GA0517
 GA0517.The geoid height was determined by GEOID03.
 GA0517
 GA0517.The dynamic height is computed by dividing the NAVD 88
 GA0517.geopotential number by the normal gravity value computed on the
 GA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0517.degrees latitude (g = 980.6199 gals.).
 GA0517
 GA0517.The modeled gravity was interpolated from observed gravity values.
 GA0517
 GA0517;                    North         East    Units  Estimated Accuracy
 GA0517;SPC TN       -   243,880.      924,790.      MT  (+/- 180 meters Scaled)
 GA0517
 GA0517                          SUPERSEDED SURVEY CONTROL
 GA0517
 GA0517  NGVD 29 (??/??/92)  438.155  (m)         1437.51   (f) ADJ UNCH    2 0
 GA0517
 GA0517.Superseded values are not recommended for survey control.
 GA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0517.See file dsdata.txt to determine how the superseded data were derived.
 GA0517
 GA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA768377(NAD 83)
 GA0517_MARKER: DB = BENCH MARK DISK
 GA0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0517_STAMPING: S 101 1935
 GA0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0517+STABILITY: SURFACE MOTION
 GA0517
 GA0517  HISTORY     - Date     Condition        Report By
 GA0517  HISTORY     - 1935     MONUMENTED       CGS
 GA0517  HISTORY     - 1950     GOOD             NGS
 GA0517  HISTORY     - 1967     GOOD             NGS
 GA0517
 GA0517                          STATION DESCRIPTION
 GA0517
 GA0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0517'1.6 MI E FROM HOLSTON.
 GA0517'1.6 MILES EAST ALONG THE DE VAULT BRIDGE ROAD FROM THE POST
 GA0517'OFFICE AT HOLSTON, SULLIVAN COUNTY, 150 YARDS EAST OF A ROAD
 GA0517'JUNCTION, 100 YARDS SOUTHWEST OF THE W.E. HICKS RESIDENCE, 17
 GA0517'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE
 GA0517'ROAD.  A STANDARD DISK, STAMPED S 101 1935 AND SET IN THE TOP
 GA0517'OF A CONCRETE POST.
 GA0517
 GA0517                          STATION RECOVERY (1967)
 GA0517
 GA0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0193 ***********************************************************************
 GA0193  DESIGNATION -  S 102
 GA0193  PID         -  GA0193
 GA0193  STATE/COUNTY-  TN/SULLIVAN
 GA0193  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0193
 GA0193                         *CURRENT SURVEY CONTROL
 GA0193  ___________________________________________________________________
 GA0193* NAD 83(1986)-  36 31 53.     (N)    082 06 51.     (W)     SCALED    
 GA0193* NAVD 88     -       462.321  (meters)    1516.80   (feet)  ADJUSTED  
 GA0193  ___________________________________________________________________
 GA0193  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0193  DYNAMIC HT  -         461.898 (meters)    1515.41  (feet)  COMP
 GA0193  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA0193
 GA0193  VERT ORDER  -  SECOND    CLASS 0
 GA0193
 GA0193.The horizontal coordinates were scaled from a topographic map and have
 GA0193.an estimated accuracy of +/- 6 seconds.
 GA0193
 GA0193.The orthometric height was determined by differential leveling
 GA0193.and adjusted by the National Geodetic Survey in June 1991..
 GA0193
 GA0193.The geoid height was determined by GEOID03.
 GA0193
 GA0193.The dynamic height is computed by dividing the NAVD 88
 GA0193.geopotential number by the normal gravity value computed on the
 GA0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0193.degrees latitude (g = 980.6199 gals.).
 GA0193
 GA0193.The modeled gravity was interpolated from observed gravity values.
 GA0193
 GA0193;                    North         East    Units  Estimated Accuracy
 GA0193;SPC TN       -   250,790.      947,910.      MT  (+/- 180 meters Scaled)
 GA0193
 GA0193                          SUPERSEDED SURVEY CONTROL
 GA0193
 GA0193  NGVD 29 (??/??/92)  462.451  (m)         1517.22   (f) ADJ UNCH    2 0
 GA0193
 GA0193.Superseded values are not recommended for survey control.
 GA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0193.See file dsdata.txt to determine how the superseded data were derived.
 GA0193
 GA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA002434(NAD 83)
 GA0193_MARKER: DB = BENCH MARK DISK
 GA0193_SETTING: 66 = SET IN ROCK OUTCROP
 GA0193_SP_SET: ROCK LEDGE
 GA0193_STAMPING: S 102 1935
 GA0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0193+STABILITY: POSITION/ELEVATION WELL
 GA0193
 GA0193  HISTORY     - Date     Condition        Report By
 GA0193  HISTORY     - 1935     MONUMENTED       CGS
 GA0193  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA0193
 GA0193                          STATION DESCRIPTION
 GA0193
 GA0193'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0193'AT EMMETT.
 GA0193'AT EMMETT, SULLIVAN COUNTY, AT THE BRIDGE OVER FALLS CREEK, 50
 GA0193'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 70 YARDS
 GA0193'SOUTHWEST OF THE J.R. DUSKELL RESIDENCE, 70 YARDS NORTH OF A
 GA0193'GRAVEL-ROAD INTERSECTION, 50 FEET EAST OF THE OLD POST OFFICE,
 GA0193'IN THE TOP OF A ROCK LEDGE, AND 6 INCHES HIGHER THAN THE ROAD.
 GA0193'A STANDARD DISK, STAMPED S 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0966 ***********************************************************************
 FZ0966  DESIGNATION -  S 103
 FZ0966  PID         -  FZ0966
 FZ0966  STATE/COUNTY-  TN/JOHNSON
 FZ0966  USGS QUAD   -  DOE (1969)
 FZ0966
 FZ0966                         *CURRENT SURVEY CONTROL
 FZ0966  ___________________________________________________________________
 FZ0966* NAD 83(1986)-  36 27 04.     (N)    081 54 49.     (W)     SCALED    
 FZ0966* NAVD 88     -       764.145  (meters)    2507.03   (feet)  ADJUSTED  
 FZ0966  ___________________________________________________________________
 FZ0966  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ0966  DYNAMIC HT  -         763.387 (meters)    2504.55  (feet)  COMP
 FZ0966  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 FZ0966
 FZ0966  VERT ORDER  -  SECOND    CLASS 0
 FZ0966
 FZ0966.The horizontal coordinates were scaled from a topographic map and have
 FZ0966.an estimated accuracy of +/- 6 seconds.
 FZ0966
 FZ0966.The orthometric height was determined by differential leveling
 FZ0966.and adjusted by the National Geodetic Survey in June 1991..
 FZ0966
 FZ0966.The geoid height was determined by GEOID03.
 FZ0966
 FZ0966.The dynamic height is computed by dividing the NAVD 88
 FZ0966.geopotential number by the normal gravity value computed on the
 FZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0966.degrees latitude (g = 980.6199 gals.).
 FZ0966
 FZ0966.The modeled gravity was interpolated from observed gravity values.
 FZ0966
 FZ0966;                    North         East    Units  Estimated Accuracy
 FZ0966;SPC TN       -   242,620.      966,230.      MT  (+/- 180 meters Scaled)
 FZ0966
 FZ0966                          SUPERSEDED SURVEY CONTROL
 FZ0966
 FZ0966  NGVD 29 (??/??/92)  764.226  (m)         2507.30   (f) ADJ UNCH    2 0
 FZ0966
 FZ0966.Superseded values are not recommended for survey control.
 FZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0966.See file dsdata.txt to determine how the superseded data were derived.
 FZ0966
 FZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA181343(NAD 83)
 FZ0966_MARKER: DB = BENCH MARK DISK
 FZ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0966_STAMPING: S 103 1935
 FZ0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0966+STABILITY: SURFACE MOTION
 FZ0966
 FZ0966  HISTORY     - Date     Condition        Report By
 FZ0966  HISTORY     - 1935     MONUMENTED       CGS
 FZ0966
 FZ0966                          STATION DESCRIPTION
 FZ0966
 FZ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0966'3.5 MI SW FROM SHADY VALLEY.
 FZ0966'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ0966'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, THENCE 4.6
 FZ0966'MILES SOUTHEAST ALONG THE DOE VALLEY-HOLSTON MOUNTAIN ROAD, 3.1
 FZ0966'MILES NORTHEAST OF PANDORA, AT THE INTERSECTION OF THE PANDORA
 FZ0966'ROAD, 50 YARDS SOUTHEAST OF THE CENTERLINE OF THE PANDORA ROAD,
 FZ0966'26-1/2 FEET WEST OF THE CENTERLINE OF THE DOE VALLEY ROAD, 2 FEET
 FZ0966'NORTH OF A FENCE LINE, AND 1 FOOT HIGHER THAN THE ROAD.  A
 FZ0966'STANDARD DISK, STAMPED S 103 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0966'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0967 ***********************************************************************
 FZ0967  DESIGNATION -  S 103 X
 FZ0967  PID         -  FZ0967
 FZ0967  STATE/COUNTY-  TN/JOHNSON
 FZ0967  USGS QUAD   -  DOE (1969)
 FZ0967
 FZ0967                         *CURRENT SURVEY CONTROL
 FZ0967  ___________________________________________________________________
 FZ0967* NAD 83(1986)-  36 26 41.     (N)    081 55 26.     (W)     SCALED    
 FZ0967* NAVD 88     -       736.877  (meters)    2417.57   (feet)  ADJUSTED  
 FZ0967  ___________________________________________________________________
 FZ0967  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ0967  DYNAMIC HT  -         736.147 (meters)    2415.18  (feet)  COMP
 FZ0967  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 FZ0967
 FZ0967  VERT ORDER  -  SECOND    CLASS 0
 FZ0967
 FZ0967.The horizontal coordinates were scaled from a topographic map and have
 FZ0967.an estimated accuracy of +/- 6 seconds.
 FZ0967
 FZ0967.The orthometric height was determined by differential leveling
 FZ0967.and adjusted by the National Geodetic Survey in June 1991..
 FZ0967
 FZ0967.The geoid height was determined by GEOID03.
 FZ0967
 FZ0967.The dynamic height is computed by dividing the NAVD 88
 FZ0967.geopotential number by the normal gravity value computed on the
 FZ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0967.degrees latitude (g = 980.6199 gals.).
 FZ0967
 FZ0967.The modeled gravity was interpolated from observed gravity values.
 FZ0967
 FZ0967;                    North         East    Units  Estimated Accuracy
 FZ0967;SPC TN       -   241,870.      965,340.      MT  (+/- 180 meters Scaled)
 FZ0967
 FZ0967                          SUPERSEDED SURVEY CONTROL
 FZ0967
 FZ0967  NGVD 29 (??/??/92)  736.959  (m)         2417.84   (f) ADJ UNCH    2 0
 FZ0967
 FZ0967.Superseded values are not recommended for survey control.
 FZ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0967.See file dsdata.txt to determine how the superseded data were derived.
 FZ0967
 FZ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA172336(NAD 83)
 FZ0967_MARKER: DB = BENCH MARK DISK
 FZ0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0967_STAMPING: S 103 X 1935
 FZ0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0967+STABILITY: SURFACE MOTION
 FZ0967
 FZ0967  HISTORY     - Date     Condition        Report By
 FZ0967  HISTORY     - 1935     MONUMENTED       CGS
 FZ0967
 FZ0967                          STATION DESCRIPTION
 FZ0967
 FZ0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0967'2.2 MI NE FROM PANDORA.
 FZ0967'2.2 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE JUNCTION OF
 FZ0967'STATE HIGHWAY 67 AT PANDORA, JOHNSON COUNTY, 0.9 MILE SOUTHWEST
 FZ0967'OF THE JUNCTION OF THE DOE VALLEY-HOLSTON MOUNTAIN ROAD, NEAR
 FZ0967'SHOUN BRANCH, AT THE N.W. ROBINSON RESIDENCE, 40 YARDS SOUTHEAST
 FZ0967'OF THE HOUSE, 17 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FZ0967'12.6 FEET SOUTHEAST OF A 22-INCH APPLE TREE, 4-1/2 FEET EAST OF A
 FZ0967'FENCE LINE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FZ0967'S 103 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1057 ***********************************************************************
 FZ1057  DESIGNATION -  S 104
 FZ1057  PID         -  FZ1057
 FZ1057  STATE/COUNTY-  TN/JOHNSON
 FZ1057  USGS QUAD   -  SHERWOOD (1994)
 FZ1057
 FZ1057                         *CURRENT SURVEY CONTROL
 FZ1057  ___________________________________________________________________
 FZ1057* NAD 83(1995)-  36 22 18.08913(N)    081 45 26.18311(W)     ADJUSTED  
 FZ1057* NAVD 88     -       890.781  (meters)    2922.50   (feet)  ADJUSTED  
 FZ1057  ___________________________________________________________________
 FZ1057  X           -     737,241.909 (meters)                     COMP
 FZ1057  Y           -  -5,089,218.058 (meters)                     COMP
 FZ1057  Z           -   3,761,989.615 (meters)                     COMP
 FZ1057  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FZ1057  ELLIP HEIGHT-         859.80  (meters)          (10/17/03) GPS OBS
 FZ1057  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1057  DYNAMIC HT  -         889.859 (meters)    2919.48  (feet)  COMP
 FZ1057  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 FZ1057
 FZ1057  HORZ ORDER  -  FIRST
 FZ1057  VERT ORDER  -  SECOND    CLASS 0
 FZ1057  ELLP ORDER  -  FOURTH    CLASS II
 FZ1057
 FZ1057.The horizontal coordinates were established by GPS observations
 FZ1057.and adjusted by the GEOMETRICS GPS INCORPORATED in October 2003..
 FZ1057
 FZ1057.The orthometric height was determined by differential leveling
 FZ1057.and adjusted by the National Geodetic Survey in June 1991..
 FZ1057
 FZ1057.Photographs are available for this station.
 FZ1057
 FZ1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1057
 FZ1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1057
 FZ1057.The ellipsoidal height was determined by GPS observations
 FZ1057.and is referenced to NAD 83.
 FZ1057
 FZ1057.The geoid height was determined by GEOID03.
 FZ1057
 FZ1057.The dynamic height is computed by dividing the NAVD 88
 FZ1057.geopotential number by the normal gravity value computed on the
 FZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1057.degrees latitude (g = 980.6199 gals.).
 FZ1057
 FZ1057.The modeled gravity was interpolated from observed gravity values.
 FZ1057
 FZ1057;                    North         East     Units Scale Factor Converg.
 FZ1057;SPC TN       -   234,409.363   980,614.593   MT  0.99999233   +2 29 01.9
 FZ1057;SPC TN       -   769,058.05  3,217,233.04   sFT  0.99999233   +2 29 01.9
 FZ1057;UTM  17      - 4,025,441.971   432,069.895   MT  0.99965685   -0 26 56.7
 FZ1057
 FZ1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1057!SPC TN       -   0.99986508  x   0.99999233  =   0.99985741
 FZ1057!UTM  17      -   0.99986508  x   0.99965685  =   0.99952197
 FZ1057
 FZ1057                          SUPERSEDED SURVEY CONTROL
 FZ1057
 FZ1057  NAD 83(1986)-  36 22 18.09980(N)    081 45 26.18846(W) AD(       ) 1
 FZ1057  NAVD 88 (10/17/03)  890.78   (m)         2922.5    (f) LEVELING    3  
 FZ1057  NGVD 29 (??/??/92)  890.834  (m)         2922.68   (f) ADJ UNCH    2 0
 FZ1057
 FZ1057.Superseded values are not recommended for survey control.
 FZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1057.See file dsdata.txt to determine how the superseded data were derived.
 FZ1057
 FZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3207025442(NAD 83)
 FZ1057_MARKER: DB = BENCH MARK DISK
 FZ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1057_STAMPING: S 104 1935
 FZ1057_MARK LOGO: CGS   
 FZ1057_PROJECTION: PROJECTING 10 CENTIMETERS
 FZ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1057+STABILITY: SURFACE MOTION
 FZ1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1057+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 FZ1057
 FZ1057  HISTORY     - Date     Condition        Report By
 FZ1057  HISTORY     - 1935     MONUMENTED       CGS
 FZ1057  HISTORY     - 20030220 GOOD             NGS
 FZ1057  HISTORY     - 20030603 GOOD             GEOMET
 FZ1057
 FZ1057                          STATION DESCRIPTION
 FZ1057
 FZ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1057'0.4 MI S FROM KEY STATION.
 FZ1057'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1057'COUNTY, AT THE JUNCTION OF THE BULLDOG CREEK ROAD, ON THE W.S.
 FZ1057'WILSON PROPERTY, 750 FEET NORTHWEST OF CENTER VIEW SCHOOL ON A
 FZ1057'HILLTOP, 475 FEET WEST OF THE JUNCTION OF THE ROADS, 160 FEET
 FZ1057'NORTHWEST OF A 12-INCH WALNUT TREE AND A 20-INCH LOCUST TREE
 FZ1057'77.7 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER A
 FZ1057'CREEK, 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND BETWEEN
 FZ1057'THE ROAD AND THE FENCE LINE.  A STANDARD DISK, STAMPED S 104 1935
 FZ1057'AND SET IN THE TOP OF A CONCRETE POST.
 FZ1057
 FZ1057                          STATION RECOVERY (2003)
 FZ1057
 FZ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1057'STATION IS APPROX. 90 FT WEST FROM CONCRETE BRIDGE, AT 10TH FENCEPOST.
 FZ1057' 
 FZ1057'HANDHELD GPS POSITION = 36.371720507741, -81.7572781629861
 FZ1057
 FZ1057                          STATION RECOVERY (2003)
 FZ1057
 FZ1057'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (FJJ)
 FZ1057'RECOVERED AS DESCRIBED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 FZ1057'STATION IS LOCATED IN JOHNSON COUNTY, TENNESSEE, ABOUT 6.4 KM (4
 FZ1057'MILES ) NORTHEAST OF NORTH FORK AND 1.6 KM (11 MILES) NORTHWEST OF
 FZ1057'BOONE.  TO REACH THE STATION FROM US HIGHWAY 421 AND BULLDOG ROAD,
 FZ1057'GO WEST ON BULLDOG ROAD FOR ABOUT 91.4 METERS (300 FEET) AND THE
 FZ1057'STATION ON THE RIGHT.  THE STATION IS APPROXIMATELY 96 METERS (315
 FZ1057'FEET) NORTHWEST (MAGNETIC BEARING OF 280 DEGREES) FROM THE CENTERLINE
 FZ1057'OF THE INTERSECTION OF US 421 AND BULL DOG ROAD, 61.5 METERS (201.7
 FZ1057'FEET) EAST (MAGNETIC BEARING OF 95 DEGREES) FROM A UTILITY POLE, 29.9
 FZ1057'METERS (98.0 FEET) NORTHWEST (MAGNETIC BEARING OF 285 DEGREES) FROM
 FZ1057'THE CENTERLINE OF BULLDOG ROAD AND THE CENTERLINE OF A BRIDGE, 26.1
 FZ1057'METERS (85.7 FEET) NORTHWEST (MAGNETIC BEARING OF 280 DEGREES) FROM
 FZ1057'THE NORTHWEST END OF A CONCRETE BRIDGE WALL, 10.9 METERS (35.7 FEET)
 FZ1057'NORTHEAST (MAGNETIC BEARING OF 20 DEGREES) FROM THE EAST BRACE POST
 FZ1057'OF A TWO POST BRACE, 5.0 METERS (16.5 FEET) NORTH (MAGNETIC BEARING
 FZ1057'OF 0 DEGREES) FROM THE CENTERLINE OF BULLDOG ROAD.  THE STATION IS
 FZ1057'PROJECTING FOUR INCHES ABOVE THE GROUND SURFACE AND THE YEAR HAS BEEN
 FZ1057'SCRAPED OFF THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1056 ***********************************************************************
 FZ1056  DESIGNATION -  S 104 X
 FZ1056  PID         -  FZ1056
 FZ1056  STATE/COUNTY-  TN/JOHNSON
 FZ1056  USGS QUAD   -  SHERWOOD (1994)
 FZ1056
 FZ1056                         *CURRENT SURVEY CONTROL
 FZ1056  ___________________________________________________________________
 FZ1056* NAD 83(1986)-  36 21 52.     (N)    081 46 18.     (W)     SCALED    
 FZ1056* NAVD 88     -       939.655  (meters)    3082.85   (feet)  ADJUSTED  
 FZ1056  ___________________________________________________________________
 FZ1056  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1056  DYNAMIC HT  -         938.684 (meters)    3079.67  (feet)  COMP
 FZ1056  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 FZ1056
 FZ1056  VERT ORDER  -  SECOND    CLASS 0
 FZ1056
 FZ1056.The horizontal coordinates were scaled from a topographic map and have
 FZ1056.an estimated accuracy of +/- 6 seconds.
 FZ1056
 FZ1056.The orthometric height was determined by differential leveling
 FZ1056.and adjusted by the National Geodetic Survey in June 1991..
 FZ1056
 FZ1056.The geoid height was determined by GEOID03.
 FZ1056
 FZ1056.The dynamic height is computed by dividing the NAVD 88
 FZ1056.geopotential number by the normal gravity value computed on the
 FZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1056.degrees latitude (g = 980.6199 gals.).
 FZ1056
 FZ1056.The modeled gravity was interpolated from observed gravity values.
 FZ1056
 FZ1056;                    North         East    Units  Estimated Accuracy
 FZ1056;SPC TN       -   233,550.      979,360.      MT  (+/- 180 meters Scaled)
 FZ1056
 FZ1056                          SUPERSEDED SURVEY CONTROL
 FZ1056
 FZ1056  NGVD 29 (??/??/92)  939.728  (m)         3083.09   (f) ADJ UNCH    2 0
 FZ1056
 FZ1056.Superseded values are not recommended for survey control.
 FZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1056.See file dsdata.txt to determine how the superseded data were derived.
 FZ1056
 FZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA307246(NAD 83)
 FZ1056_MARKER: DB = BENCH MARK DISK
 FZ1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1056_STAMPING: S 104 X 1935
 FZ1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1056+STABILITY: SURFACE MOTION
 FZ1056
 FZ1056  HISTORY     - Date     Condition        Report By
 FZ1056  HISTORY     - 1935     MONUMENTED       CGS
 FZ1056  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1056
 FZ1056                          STATION DESCRIPTION
 FZ1056
 FZ1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1056'0.4 MI S FROM KEY STATION.
 FZ1056'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1056'COUNTY, THENCE 1.0 MILE SOUTHWEST ALONG THE BULLDOG CREEK
 FZ1056'ROAD, 600 FEET SOUTHEAST OF A CEMETERY, AT THE GLENDALE SCHOOL,
 FZ1056'IN THE FRONT YARD, 220 FEET NORTH OF THE BOYS OUTDOOR TOILET,
 FZ1056'41.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 FZ1056'AT THE WEST EDGE OF THE GROUNDS, AND IN THE NORTH-AND-SOUTH FENCE
 FZ1056'LINE.  A STANDARD DISK, STAMPED S 104 X 1935 AND SET IN THE TOP OF
 FZ1056'A CONCRETE POST.
 FZ1056
 FZ1056                          STATION RECOVERY (2003)
 FZ1056
 FZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1056'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIPTION POOR. LOCAL
 FZ1056'RESIDENTS KNEW OF NO CEMETARY OR SCHOOL IN VICINITY OF SCALED
 FZ1056'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0806 ***********************************************************************
 GA0806  DESIGNATION -  S 105
 GA0806  PID         -  GA0806
 GA0806  STATE/COUNTY-  TN/WASHINGTON
 GA0806  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0806
 GA0806                         *CURRENT SURVEY CONTROL
 GA0806  ___________________________________________________________________
 GA0806* NAD 83(1986)-  36 25 07.     (N)    082 33 59.     (W)     SCALED    
 GA0806* NAVD 88     -       495.062  (meters)    1624.22   (feet)  ADJUSTED  
 GA0806  ___________________________________________________________________
 GA0806  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0806  DYNAMIC HT  -         494.599 (meters)    1622.70  (feet)  COMP
 GA0806  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 GA0806
 GA0806  VERT ORDER  -  SECOND    CLASS 0
 GA0806
 GA0806.The horizontal coordinates were scaled from a topographic map and have
 GA0806.an estimated accuracy of +/- 6 seconds.
 GA0806
 GA0806.The orthometric height was determined by differential leveling
 GA0806.and adjusted by the National Geodetic Survey in June 1991..
 GA0806
 GA0806.The geoid height was determined by GEOID03.
 GA0806
 GA0806.The dynamic height is computed by dividing the NAVD 88
 GA0806.geopotential number by the normal gravity value computed on the
 GA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0806.degrees latitude (g = 980.6199 gals.).
 GA0806
 GA0806.The modeled gravity was interpolated from observed gravity values.
 GA0806
 GA0806;                    North         East    Units  Estimated Accuracy
 GA0806;SPC TN       -   236,770.      907,880.      MT  (+/- 180 meters Scaled)
 GA0806
 GA0806                          SUPERSEDED SURVEY CONTROL
 GA0806
 GA0806  NGVD 29 (??/??/92)  495.210  (m)         1624.70   (f) ADJ UNCH    2 0
 GA0806
 GA0806.Superseded values are not recommended for survey control.
 GA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0806.See file dsdata.txt to determine how the superseded data were derived.
 GA0806
 GA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595315(NAD 83)
 GA0806_MARKER: DB = BENCH MARK DISK
 GA0806_SETTING: 66 = SET IN ROCK OUTCROP
 GA0806_SP_SET: ROCK OUTCROP
 GA0806_STAMPING: S 105 1935
 GA0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0806+STABILITY: POSITION/ELEVATION WELL
 GA0806
 GA0806  HISTORY     - Date     Condition        Report By
 GA0806  HISTORY     - 1935     MONUMENTED       CGS
 GA0806
 GA0806                          STATION DESCRIPTION
 GA0806
 GA0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0806'5.2 MI SW FROM FORDTOWN.
 GA0806'IN WASHINGTON COUNTY, 5.2 MILES SOUTHWEST ALONG THE GREENEVILLE
 GA0806'ROAD FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION
 GA0806'AT FORDTOWN, SULLIVAN COUNTY, 20 YARDS NORTH OF THE NORTHEAST
 GA0806'CORNER OF A CULVERT, 20 YARDS NORTHWEST OF THE CENTERLINE OF THE
 GA0806'ROAD, 14 YARDS NORTHWEST OF A FENCE, 3 YARDS EAST OF THE SOUTHWEST
 GA0806'CORNER OF A SHED AND CORN CRIB, AND IN THE TOP OF A ROCK OUTCROP.
 GA0806'A STANDARD DISK, STAMPED S 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0941 ***********************************************************************
 GA0941  DESIGNATION -  S 107
 GA0941  PID         -  GA0941
 GA0941  STATE/COUNTY-  TN/WASHINGTON
 GA0941  USGS QUAD   -  LEESBURG (1971)
 GA0941
 GA0941                         *CURRENT SURVEY CONTROL
 GA0941  ___________________________________________________________________
 GA0941* NAD 83(1986)-  36 22 27.     (N)    082 36 22.     (W)     SCALED    
 GA0941* NAVD 88     -       582.838  (meters)    1912.19   (feet)  ADJUSTED  
 GA0941  ___________________________________________________________________
 GA0941  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0941  DYNAMIC HT  -         582.290 (meters)    1910.40  (feet)  COMP
 GA0941  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 GA0941
 GA0941  VERT ORDER  -  SECOND    CLASS 0
 GA0941
 GA0941.The horizontal coordinates were scaled from a topographic map and have
 GA0941.an estimated accuracy of +/- 6 seconds.
 GA0941
 GA0941.The orthometric height was determined by differential leveling
 GA0941.and adjusted by the National Geodetic Survey in June 1991..
 GA0941
 GA0941.The geoid height was determined by GEOID03.
 GA0941
 GA0941.The dynamic height is computed by dividing the NAVD 88
 GA0941.geopotential number by the normal gravity value computed on the
 GA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0941.degrees latitude (g = 980.6199 gals.).
 GA0941
 GA0941.The modeled gravity was interpolated from observed gravity values.
 GA0941
 GA0941;                    North         East    Units  Estimated Accuracy
 GA0941;SPC TN       -   231,710.      904,490.      MT  (+/- 180 meters Scaled)
 GA0941
 GA0941                          SUPERSEDED SURVEY CONTROL
 GA0941
 GA0941  NGVD 29 (??/??/92)  582.978  (m)         1912.65   (f) ADJ UNCH    2 0
 GA0941
 GA0941.Superseded values are not recommended for survey control.
 GA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0941.See file dsdata.txt to determine how the superseded data were derived.
 GA0941
 GA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA559266(NAD 83)
 GA0941_MARKER: DB = BENCH MARK DISK
 GA0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0941_STAMPING: S 107 1935
 GA0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0941+STABILITY: SURFACE MOTION
 GA0941
 GA0941  HISTORY     - Date     Condition        Report By
 GA0941  HISTORY     - 1935     MONUMENTED       CGS
 GA0941  HISTORY     - 1939     GOOD             TVA
 GA0941
 GA0941                          STATION DESCRIPTION
 GA0941
 GA0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0941'4 MI S FROM FALL BRANCH.
 GA0941'4.0 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0941'FALL BRANCH, WASHINGTON COUNTY, 42 FEET WEST OF THE CENTERLINE OF
 GA0941'THE HIGHWAY, 12 FEET WEST OF A FENCE LINE, 9 FEET SOUTH OF A
 GA0941'WALNUT TREE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0941'S 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0941
 GA0941                          STATION RECOVERY (1939)
 GA0941
 GA0941'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1939
 GA0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0257 ***********************************************************************
 GA0257  DESIGNATION -  S 108
 GA0257  PID         -  GA0257
 GA0257  STATE/COUNTY-  TN/SULLIVAN
 GA0257  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0257
 GA0257                         *CURRENT SURVEY CONTROL
 GA0257  ___________________________________________________________________
 GA0257* NAD 83(1986)-  36 34 37.     (N)    082 27 21.     (W)     SCALED    
 GA0257* NAVD 88     -       391.110  (meters)    1283.17   (feet)  POSTED    
 GA0257  ___________________________________________________________________
 GA0257  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0257  DYNAMIC HT  -         390.750 (meters)    1281.99  (feet)  COMP
 GA0257  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 GA0257
 GA0257  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0257
 GA0257.The horizontal coordinates were scaled from a topographic map and have
 GA0257.an estimated accuracy of +/- 6 seconds.
 GA0257
 GA0257.The orthometric height was determined by differential leveling
 GA0257.and adjusted by the National Geodetic Survey in 1992..
 GA0257.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0257.rate of 4.1 thru 8.0 mm/km.
 GA0257
 GA0257.The geoid height was determined by GEOID03.
 GA0257
 GA0257.The dynamic height is computed by dividing the NAVD 88
 GA0257.geopotential number by the normal gravity value computed on the
 GA0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0257.degrees latitude (g = 980.6199 gals.).
 GA0257
 GA0257.The modeled gravity was interpolated from observed gravity values.
 GA0257
 GA0257;                    North         East    Units  Estimated Accuracy
 GA0257;SPC TN       -   254,680.      917,150.      MT  (+/- 180 meters Scaled)
 GA0257
 GA0257                          SUPERSEDED SURVEY CONTROL
 GA0257
 GA0257  NGVD 29 (??/??/92)  391.240  (m)         1283.59   (f) ADJ UNCH    2 0
 GA0257
 GA0257.Superseded values are not recommended for survey control.
 GA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0257.See file dsdata.txt to determine how the superseded data were derived.
 GA0257
 GA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA697489(NAD 83)
 GA0257_MARKER: DB = BENCH MARK DISK
 GA0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0257_SP_SET: BRIDGE
 GA0257_STAMPING: S 108 1935
 GA0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0257
 GA0257  HISTORY     - Date     Condition        Report By
 GA0257  HISTORY     - 1935     MONUMENTED       CGS
 GA0257  HISTORY     - 1939     GOOD             TVA
 GA0257
 GA0257                          STATION DESCRIPTION
 GA0257
 GA0257'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 GA0257'1 MI S FROM ARCADIA.
 GA0257'1.0 MILE SOUTH ALONG A ROAD LEADING TO U.S. HIGHWAY 11 W FROM
 GA0257'ARCADIA, SULLIVAN COUNTY, 6 YARDS WEST OF A 20-INCH WILLOW TREE,
 GA0257'AT A BRIDGE OVER HICKS BRANCH, IN THE TOP OF THE SOUTH END
 GA0257'OF THE EAST CONCRETE ABUTMENT, 8.2 FEET SOUTH OF THE ROAD,
 GA0257'AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED S
 GA0257'108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0178 ***********************************************************************
 GA0178  DESIGNATION -  S 109
 GA0178  PID         -  GA0178
 GA0178  STATE/COUNTY-  TN/SULLIVAN
 GA0178  USGS QUAD   -  BRISTOL (1991)
 GA0178
 GA0178                         *CURRENT SURVEY CONTROL
 GA0178  ___________________________________________________________________
 GA0178* NAD 83(1986)-  36 33 10.     (N)    082 08 33.     (W)     SCALED    
 GA0178* NAVD 88     -       509.865  (meters)    1672.78   (feet)  ADJUSTED  
 GA0178  ___________________________________________________________________
 GA0178  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0178  DYNAMIC HT  -         509.400 (meters)    1671.26  (feet)  COMP
 GA0178  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 GA0178
 GA0178  VERT ORDER  -  SECOND    CLASS 0
 GA0178
 GA0178.The horizontal coordinates were scaled from a topographic map and have
 GA0178.an estimated accuracy of +/- 6 seconds.
 GA0178
 GA0178.The orthometric height was determined by differential leveling
 GA0178.and adjusted by the National Geodetic Survey in June 1991..
 GA0178
 GA0178.The geoid height was determined by GEOID03.
 GA0178
 GA0178.The dynamic height is computed by dividing the NAVD 88
 GA0178.geopotential number by the normal gravity value computed on the
 GA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0178.degrees latitude (g = 980.6199 gals.).
 GA0178
 GA0178.The modeled gravity was interpolated from observed gravity values.
 GA0178
 GA0178;                    North         East    Units  Estimated Accuracy
 GA0178;SPC TN       -   253,060.      945,280.      MT  (+/- 180 meters Scaled)
 GA0178
 GA0178                          SUPERSEDED SURVEY CONTROL
 GA0178
 GA0178  NGVD 29 (??/??/92)  509.991  (m)         1673.20   (f) ADJ UNCH    2 0
 GA0178
 GA0178.Superseded values are not recommended for survey control.
 GA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0178.See file dsdata.txt to determine how the superseded data were derived.
 GA0178
 GA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA977458(NAD 83)
 GA0178_MARKER: DB = BENCH MARK DISK
 GA0178_SETTING: 66 = SET IN ROCK OUTCROP
 GA0178_SP_SET: ROCK OUTCROP
 GA0178_STAMPING: S 109 1935
 GA0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0178+STABILITY: POSITION/ELEVATION WELL
 GA0178
 GA0178  HISTORY     - Date     Condition        Report By
 GA0178  HISTORY     - 1935     MONUMENTED       CGS
 GA0178
 GA0178                          STATION DESCRIPTION
 GA0178
 GA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0178'4 MI SE FROM BRISTOL.
 GA0178'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE SOUTHERN
 GA0178'RAILWAY STATION AT BRISTOL, SULLIVAN COUNTY, 1.1 MILES WEST OF
 GA0178'RUTHTON, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, AT THE
 GA0178'W.L. BOOHER RESIDENCE, ON THE FRONT LAWN, 44.3 FEET SOUTHEAST OF
 GA0178'THE FRONT STEPS, 62 FEET EAST OF THE CENTERLINE OF A DRIVEWAY
 GA0178'TO THE GARAGE, 10 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0178'3 FEET FROM A HEDGE, IN THE TOP OF A ROCK OUTCROP, AND 4 FEET
 GA0178'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0396 ***********************************************************************
 GA0396  DESIGNATION -  S 11
 GA0396  PID         -  GA0396
 GA0396  STATE/COUNTY-  TN/SULLIVAN
 GA0396  USGS QUAD   -  BLUFF CITY (1968)
 GA0396
 GA0396                         *CURRENT SURVEY CONTROL
 GA0396  ___________________________________________________________________
 GA0396* NAD 83(1986)-  36 26 37.     (N)    082 15 41.     (W)     SCALED    
 GA0396* NAVD 88     -       444.544  (meters)    1458.47   (feet)  ADJUSTED  
 GA0396  ___________________________________________________________________
 GA0396  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0396  DYNAMIC HT  -         444.132 (meters)    1457.12  (feet)  COMP
 GA0396  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 GA0396
 GA0396  VERT ORDER  -  FIRST     CLASS II
 GA0396
 GA0396.The horizontal coordinates were scaled from a topographic map and have
 GA0396.an estimated accuracy of +/- 6 seconds.
 GA0396
 GA0396.The orthometric height was determined by differential leveling
 GA0396.and adjusted by the National Geodetic Survey in June 1991..
 GA0396
 GA0396.The geoid height was determined by GEOID03.
 GA0396
 GA0396.The dynamic height is computed by dividing the NAVD 88
 GA0396.geopotential number by the normal gravity value computed on the
 GA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0396.degrees latitude (g = 980.6199 gals.).
 GA0396
 GA0396.The modeled gravity was interpolated from observed gravity values.
 GA0396
 GA0396;                    North         East    Units  Estimated Accuracy
 GA0396;SPC TN       -   240,540.      935,110.      MT  (+/- 180 meters Scaled)
 GA0396
 GA0396                          SUPERSEDED SURVEY CONTROL
 GA0396
 GA0396  NGVD 29 (??/??/92)  444.695  (m)         1458.97   (f) ADJ UNCH    1 2
 GA0396
 GA0396.Superseded values are not recommended for survey control.
 GA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0396.See file dsdata.txt to determine how the superseded data were derived.
 GA0396
 GA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869338(NAD 83)
 GA0396_MARKER: DB = BENCH MARK DISK
 GA0396_SETTING: 66 = SET IN ROCK OUTCROP
 GA0396_SP_SET: SET IN ROCK OUTCROP
 GA0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0396+STABILITY: POSITION/ELEVATION WELL
 GA0396
 GA0396  HISTORY     - Date     Condition        Report By
 GA0396  HISTORY     - UNK      MONUMENTED       CGS
 GA0396  HISTORY     - 1960     GOOD             TVA
 GA0396
 GA0396                          STATION DESCRIPTION
 GA0396
 GA0396'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0396'2.3 MI SW FROM BLUFF CITY.
 GA0396'2.3 MILES SOUTHWEST ALONG HIGHWAY 11 E FROM BLUFF CITY, SULLIVAN
 GA0396'COUNTY, 1.7 MILES FROM BRIDGE OVER SOUTH HOLSTON RIVER TO JUNCTION
 GA0396'WITH HIGHWAY 19-E, TURN LEFT AND GO 2.2 MILES SOUTH TO NEW ROAD
 GA0396'AND GO 0.05 MILES LEFT AND TURN ON OLD BLUFF CITY, ELIZABETHTON
 GA0396'HIGHWAY, TURN NORTH AND GO 1.15 MILES TO MARK.  TABLET IN LEDGE
 GA0396'ROCK AT TOP OF BANK IN FIELD, 38 FEET WEST OF CENTERLINE BLACKTOP
 GA0396'ROAD (OLD ELIZABETHTON TO BLUFF CITY HIGHWAY) 66 FEET SOUTHWEST
 GA0396'OF TELEPHONE POLE 507, 70 FEET NORTHWEST OF TELEPHONE POLE 508,
 GA0396'1.1 FEET EAST OF STEEL WITNESS POST.  MARK IS LOCATED ON PROPERTY
 GA0396'OF RAY MESSIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1004 ***********************************************************************
 FZ1004  DESIGNATION -  S 110
 FZ1004  PID         -  FZ1004
 FZ1004  STATE/COUNTY-  TN/JOHNSON
 FZ1004  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1004
 FZ1004                         *CURRENT SURVEY CONTROL
 FZ1004  ___________________________________________________________________
 FZ1004* NAD 83(1986)-  36 29 21.     (N)    081 50 32.     (W)     SCALED    
 FZ1004* NAVD 88     -       790.335  (meters)    2592.96   (feet)  ADJUSTED  
 FZ1004  ___________________________________________________________________
 FZ1004  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1004  DYNAMIC HT  -         789.554 (meters)    2590.40  (feet)  COMP
 FZ1004  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 FZ1004
 FZ1004  VERT ORDER  -  SECOND    CLASS 0
 FZ1004
 FZ1004.The horizontal coordinates were scaled from a topographic map and have
 FZ1004.an estimated accuracy of +/- 6 seconds.
 FZ1004
 FZ1004.The orthometric height was determined by differential leveling
 FZ1004.and adjusted by the National Geodetic Survey in June 1991..
 FZ1004
 FZ1004.The geoid height was determined by GEOID03.
 FZ1004
 FZ1004.The dynamic height is computed by dividing the NAVD 88
 FZ1004.geopotential number by the normal gravity value computed on the
 FZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1004.degrees latitude (g = 980.6199 gals.).
 FZ1004
 FZ1004.The modeled gravity was interpolated from observed gravity values.
 FZ1004
 FZ1004;                    North         East    Units  Estimated Accuracy
 FZ1004;SPC TN       -   247,110.      972,450.      MT  (+/- 180 meters Scaled)
 FZ1004
 FZ1004                          SUPERSEDED SURVEY CONTROL
 FZ1004
 FZ1004  NGVD 29 (??/??/92)  790.399  (m)         2593.17   (f) ADJ UNCH    2 0
 FZ1004
 FZ1004.Superseded values are not recommended for survey control.
 FZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1004.See file dsdata.txt to determine how the superseded data were derived.
 FZ1004
 FZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA245385(NAD 83)
 FZ1004_MARKER: DB = BENCH MARK DISK
 FZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1004_STAMPING: S 110 1935
 FZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1004+STABILITY: SURFACE MOTION
 FZ1004
 FZ1004  HISTORY     - Date     Condition        Report By
 FZ1004  HISTORY     - 1935     MONUMENTED       CGS
 FZ1004
 FZ1004                          STATION DESCRIPTION
 FZ1004
 FZ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1004'3.1 MI NW FROM MOUNTAIN CITY.
 FZ1004'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1004'AT MOUNTAIN CITY, JOHNSON COUNTY, 0.6 MILE WEST OF THE INTERSECTION
 FZ1004'OF LIBERTY ROAD, AT THE CLAUDE CRESS RESIDENCE, 48 YARDS SOUTHEAST
 FZ1004'OF THE NORTHWEST CORNER OF THE HOUSE, 23 YARDS WEST OF A CONCRETE
 FZ1004'ABUTMENT, 31 YARDS NORTHWEST OF A 24-INCH WALNUT TREE, 12 YARDS
 FZ1004'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE
 FZ1004'HIGHWAY.  A STANDARD DISK, STAMPED S 110 1935 AND SET IN THE TOP
 FZ1004'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0972 ***********************************************************************
 FZ0972  DESIGNATION -  S 111
 FZ0972  PID         -  FZ0972
 FZ0972  STATE/COUNTY-  TN/JOHNSON
 FZ0972  USGS QUAD   -  DOE (1969)
 FZ0972
 FZ0972                         *CURRENT SURVEY CONTROL
 FZ0972  ___________________________________________________________________
 FZ0972* NAD 83(1986)-  36 23 39.     (N)    081 58 02.     (W)     SCALED    
 FZ0972* NAVD 88     -       630.518  (meters)    2068.62   (feet)  ADJUSTED  
 FZ0972  ___________________________________________________________________
 FZ0972  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ0972  DYNAMIC HT  -         629.894 (meters)    2066.58  (feet)  COMP
 FZ0972  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 FZ0972
 FZ0972  VERT ORDER  -  SECOND    CLASS 0
 FZ0972
 FZ0972.The horizontal coordinates were scaled from a topographic map and have
 FZ0972.an estimated accuracy of +/- 6 seconds.
 FZ0972
 FZ0972.The orthometric height was determined by differential leveling
 FZ0972.and adjusted by the National Geodetic Survey in June 1991..
 FZ0972
 FZ0972.The geoid height was determined by GEOID03.
 FZ0972
 FZ0972.The dynamic height is computed by dividing the NAVD 88
 FZ0972.geopotential number by the normal gravity value computed on the
 FZ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0972.degrees latitude (g = 980.6199 gals.).
 FZ0972
 FZ0972.The modeled gravity was interpolated from observed gravity values.
 FZ0972
 FZ0972;                    North         East    Units  Estimated Accuracy
 FZ0972;SPC TN       -   236,110.      961,690.      MT  (+/- 180 meters Scaled)
 FZ0972
 FZ0972                          SUPERSEDED SURVEY CONTROL
 FZ0972
 FZ0972  NGVD 29 (??/??/92)  630.608  (m)         2068.92   (f) ADJ UNCH    2 0
 FZ0972
 FZ0972.Superseded values are not recommended for survey control.
 FZ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0972.See file dsdata.txt to determine how the superseded data were derived.
 FZ0972
 FZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA132281(NAD 83)
 FZ0972_MARKER: DB = BENCH MARK DISK
 FZ0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0972_SP_SET: BRIDGE
 FZ0972_STAMPING: S 111 1935
 FZ0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0972
 FZ0972  HISTORY     - Date     Condition        Report By
 FZ0972  HISTORY     - 1935     MONUMENTED       CGS
 FZ0972
 FZ0972                          STATION DESCRIPTION
 FZ0972
 FZ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0972'2.6 MI NW FROM DOEVILLE POST OFFICE.
 FZ0972'2.6 MILES NORTHWEST ALONG A COUNTY ROAD FROM DOEVILLE POST OFFICE,
 FZ0972'JOHNSON COUNTY, THENCE 125 YARDS NORTHEAST ALONG STATE HIGHWAY 67,
 FZ0972'70 YARDS SOUTH OF THE ENTRANCE TO THE VENNIE RAMBO RESIDENCE,
 FZ0972'AT A CONCRETE BRIDGE OVER DOE CREEK, IN THE TOP OF THE NORTHEAST
 FZ0972'HEADWALL, 13 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0972'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED S 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1028 ***********************************************************************
 GA1028  DESIGNATION -  S 112
 GA1028  PID         -  GA1028
 GA1028  STATE/COUNTY-  TN/UNICOI
 GA1028  USGS QUAD   -  FLAG POND (1939)
 GA1028
 GA1028                         *CURRENT SURVEY CONTROL
 GA1028  ___________________________________________________________________
 GA1028* NAD 83(1986)-  36 02 42.     (N)    082 30 53.     (W)     SCALED    
 GA1028* NAVD 88     -       654.90   (+/-2cm)    2148.6    (feet)  VERTCON   
 GA1028  ___________________________________________________________________
 GA1028  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA1028
 GA1028  VERT ORDER  -  ? (See Below)
 GA1028
 GA1028.The horizontal coordinates were scaled from a topographic map and have
 GA1028.an estimated accuracy of +/- 6 seconds.
 GA1028
 GA1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1028.The vertical order pertains to the NGVD 29 superseded value.
 GA1028
 GA1028.The geoid height was determined by GEOID03.
 GA1028
 GA1028;                    North         East    Units  Estimated Accuracy
 GA1028;SPC TN       -   195,500.      913,990.      MT  (+/- 180 meters Scaled)
 GA1028
 GA1028                          SUPERSEDED SURVEY CONTROL
 GA1028
 GA1028  NGVD 29 (??/??/92)  655.008  (m)         2148.97   (f) ADJ UNCH    ?  
 GA1028
 GA1028.Superseded values are not recommended for survey control.
 GA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1028.See file dsdata.txt to determine how the superseded data were derived.
 GA1028
 GA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV635900(NAD 83)
 GA1028_MARKER: DB = BENCH MARK DISK
 GA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1028_STAMPING: S 112 1935
 GA1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1028+STABILITY: SURFACE MOTION
 GA1028
 GA1028  HISTORY     - Date     Condition        Report By
 GA1028  HISTORY     - 1935     MONUMENTED       CGS
 GA1028  HISTORY     - 1955     GOOD             NGS
 GA1028
 GA1028                          STATION DESCRIPTION
 GA1028
 GA1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1028'0.9 MI SW FROM CLEAR BRANCH.
 GA1028'0.9 MILE SOUTHWEST ALONG THE TILSON MOUNTAIN ROAD FROM THE
 GA1028'JUNCTION OF U.S. HIGHWAY 19 W AND 23 SOUTH OF ERNESTVILLE,
 GA1028'UNICOI COUNTY, AT CLEAR BRANCH, 125 FEET SOUTHEAST OF MURRAY
 GA1028'BRANCH, 80 FEET SOUTH OF POST OFFICE, 25 FEET SOUTHWEST OF THE
 GA1028'DRIVEWAY, 55 FEET NORTHEAST OF A BRIDGE OVER A DRAIN, ON THE
 GA1028'E.B. SAMS PROPERTY, 200 FEET SOUTHWEST OF A LARGE BARN, 43.8
 GA1028'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 25 FEET
 GA1028'NORTHWEST OF THE ROAD, AND 13.7 FEET WEST OF A 6-INCH SASSAFRAS
 GA1028'TREE, AND 14.7 FEET WEST OF STEEL WITNESS POST.  A STANDARD
 GA1028'DISK, STAMPED S 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1902 ***********************************************************************
 GA1902  DESIGNATION -  S 113
 GA1902  PID         -  GA1902
 GA1902  STATE/COUNTY-  TN/HAMBLEN
 GA1902  USGS QUAD   -  SPRINGVALE (1980)
 GA1902
 GA1902                         *CURRENT SURVEY CONTROL
 GA1902  ___________________________________________________________________
 GA1902* NAD 83(1986)-  36 11 21.     (N)    083 10 15.     (W)     SCALED    
 GA1902* NAVD 88     -       318.994  (meters)    1046.57   (feet)  ADJUSTED  
 GA1902  ___________________________________________________________________
 GA1902  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1902  DYNAMIC HT  -         318.702 (meters)    1045.61  (feet)  COMP
 GA1902  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA1902
 GA1902  VERT ORDER  -  SECOND    CLASS 0
 GA1902
 GA1902.The horizontal coordinates were scaled from a topographic map and have
 GA1902.an estimated accuracy of +/- 6 seconds.
 GA1902
 GA1902.The orthometric height was determined by differential leveling
 GA1902.and adjusted by the National Geodetic Survey in June 1991..
 GA1902
 GA1902.The geoid height was determined by GEOID03.
 GA1902
 GA1902.The dynamic height is computed by dividing the NAVD 88
 GA1902.geopotential number by the normal gravity value computed on the
 GA1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1902.degrees latitude (g = 980.6199 gals.).
 GA1902
 GA1902.The modeled gravity was interpolated from observed gravity values.
 GA1902
 GA1902;                    North         East    Units  Estimated Accuracy
 GA1902;SPC TN       -   209,580.      854,430.      MT  (+/- 180 meters Scaled)
 GA1902
 GA1902                          SUPERSEDED SURVEY CONTROL
 GA1902
 GA1902  NGVD 29 (??/??/92)  319.141  (m)         1047.05   (f) ADJ UNCH    2 0
 GA1902
 GA1902.Superseded values are not recommended for survey control.
 GA1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1902.See file dsdata.txt to determine how the superseded data were derived.
 GA1902
 GA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA048071(NAD 83)
 GA1902_MARKER: DB = BENCH MARK DISK
 GA1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1902_STAMPING: S 113 1935
 GA1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1902+STABILITY: SURFACE MOTION
 GA1902
 GA1902  HISTORY     - Date     Condition        Report By
 GA1902  HISTORY     - 1935     MONUMENTED       CGS
 GA1902  HISTORY     - 1961     GOOD             NGS
 GA1902
 GA1902                          STATION DESCRIPTION
 GA1902
 GA1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1902'2.8 MI NE FROM LOWLAND.
 GA1902'IN HAMBLEN COUNTY, 4.5 MILES NORTHWEST ALONG THE MORRISTOWN HIGHWAY
 GA1902'FROM THE INTERSECTION OF THE MOHAWK ROAD AT BEULAH, GREENE COUNTY,
 GA1902'0.4 MILE NORTHWEST OF A BRIDGE OVER THE SOUTHERN RAILWAY, 0.4
 GA1902'MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHEAST, 29
 GA1902'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 GA1902'WEST, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET WEST
 GA1902'OF THE CENTERLINE OF THE HIGHWAY, 4-1/2 FEET WEST OF A FENCE
 GA1902'CORNER, 2.4 FEET SOUTHWEST OF A FENCE LINE, AND 2 FEET LOWER THAN
 GA1902'THE ROAD, 2 FEET N-NW OF A STEEL WITNESS POST, 19 FEET NORTHWEST
 GA1902'OF A 6 INCH ELM TREE.  A STANDARD DISK, STAMPED S 113 1935 AND
 GA1902'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0905 ***********************************************************************
 GA0905  DESIGNATION -  S 114
 GA0905  PID         -  GA0905
 GA0905  STATE/COUNTY-  TN/GREENE
 GA0905  USGS QUAD   -  CEDAR CREEK (1980)
 GA0905
 GA0905                         *CURRENT SURVEY CONTROL
 GA0905  ___________________________________________________________________
 GA0905* NAD 83(1986)-  36 03 02.     (N)    082 57 41.     (W)     SCALED    
 GA0905* NAVD 88     -       426.716  (meters)    1399.98   (feet)  POSTED    
 GA0905  ___________________________________________________________________
 GA0905  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0905  DYNAMIC HT  -         426.310 (meters)    1398.65  (feet)  COMP
 GA0905  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 GA0905
 GA0905  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0905
 GA0905.The horizontal coordinates were scaled from a topographic map and have
 GA0905.an estimated accuracy of +/- 6 seconds.
 GA0905
 GA0905.The orthometric height was determined by differential leveling
 GA0905.and adjusted by the National Geodetic Survey in 1992..
 GA0905.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0905.rate of 4.1 thru 8.0 mm/km.
 GA0905
 GA0905.The geoid height was determined by GEOID03.
 GA0905
 GA0905.The dynamic height is computed by dividing the NAVD 88
 GA0905.geopotential number by the normal gravity value computed on the
 GA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0905.degrees latitude (g = 980.6199 gals.).
 GA0905
 GA0905.The modeled gravity was interpolated from observed gravity values.
 GA0905
 GA0905;                    North         East    Units  Estimated Accuracy
 GA0905;SPC TN       -   194,780.      873,740.      MT  (+/- 180 meters Scaled)
 GA0905
 GA0905                          SUPERSEDED SURVEY CONTROL
 GA0905
 GA0905  NGVD 29 (??/??/92)  426.865  (m)         1400.47   (f) ADJ UNCH    2 0
 GA0905
 GA0905.Superseded values are not recommended for survey control.
 GA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0905.See file dsdata.txt to determine how the superseded data were derived.
 GA0905
 GA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV233913(NAD 83)
 GA0905_MARKER: DB = BENCH MARK DISK
 GA0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0905_STAMPING: S 114 1935
 GA0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0905+STABILITY: SURFACE MOTION
 GA0905
 GA0905  HISTORY     - Date     Condition        Report By
 GA0905  HISTORY     - 1935     MONUMENTED       CGS
 GA0905  HISTORY     - 1950     GOOD             TVA
 GA0905
 GA0905                          STATION DESCRIPTION
 GA0905
 GA0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0905'2 MI NW FROM ST JAMES.
 GA0905'2.0 MILES NORTHWEST ALONG THE CANEY BRANCH ROAD FROM THE POST
 GA0905'OFFICE AT ST. JAMES, GREENE COUNTY, 1.2 MILES SOUTHEAST OF THE
 GA0905'STATE HIGHWAY 35 BRIDGE OVER NOLICHUCKY RIVER, 1.0 MILE SOUTHEAST
 GA0905'OF THE JUNCTION OF STATE HIGHWAY 35, 27.8 FEET WEST OF THE
 GA0905'SOUTHWEST CORNER OF THE THOMAS TWEED RESIDENCE, 25 FEET EAST OF
 GA0905'THE CENTERLINE OF THE ROAD, 14 FEET EAST OF A NORTHWEST FENCE
 GA0905'CORNER, 2.4 FEET NORTH OF A FENCE LINE, AND 2 FEET HIGHER THAN
 GA0905'THE ROAD.  A STANDARD DISK, STAMPED S 114 1935 AND SET IN THE TOP
 GA0905'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GA0905
 GA0905                          STATION RECOVERY (1950)
 GA0905
 GA0905'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0700 ***********************************************************************
 GA0700  DESIGNATION -  S 115
 GA0700  PID         -  GA0700
 GA0700  STATE/COUNTY-  TN/WASHINGTON
 GA0700  USGS QUAD   -  TELFORD (1971)
 GA0700
 GA0700                         *CURRENT SURVEY CONTROL
 GA0700  ___________________________________________________________________
 GA0700* NAD 83(1986)-  36 08 30.     (N)    082 36 56.     (W)     SCALED    
 GA0700* NAVD 88     -       494.810  (meters)    1623.39   (feet)  ADJUSTED  
 GA0700  ___________________________________________________________________
 GA0700  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0700  DYNAMIC HT  -         494.333 (meters)    1621.82  (feet)  COMP
 GA0700  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 GA0700
 GA0700  VERT ORDER  -  SECOND    CLASS 0
 GA0700
 GA0700.The horizontal coordinates were scaled from a topographic map and have
 GA0700.an estimated accuracy of +/- 6 seconds.
 GA0700
 GA0700.The orthometric height was determined by differential leveling
 GA0700.and adjusted by the National Geodetic Survey in June 1991..
 GA0700
 GA0700.The geoid height was determined by GEOID03.
 GA0700
 GA0700.The dynamic height is computed by dividing the NAVD 88
 GA0700.geopotential number by the normal gravity value computed on the
 GA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0700.degrees latitude (g = 980.6199 gals.).
 GA0700
 GA0700.The modeled gravity was interpolated from observed gravity values.
 GA0700
 GA0700;                    North         East    Units  Estimated Accuracy
 GA0700;SPC TN       -   205,900.      904,540.      MT  (+/- 180 meters Scaled)
 GA0700
 GA0700                          SUPERSEDED SURVEY CONTROL
 GA0700
 GA0700  NGVD 29 (??/??/92)  494.946  (m)         1623.84   (f) ADJ UNCH    2 0
 GA0700
 GA0700.Superseded values are not recommended for survey control.
 GA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0700.See file dsdata.txt to determine how the superseded data were derived.
 GA0700
 GA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA546008(NAD 83)
 GA0700_MARKER: DB = BENCH MARK DISK
 GA0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0700_STAMPING: S 115 1935
 GA0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0700+STABILITY: SURFACE MOTION
 GA0700
 GA0700  HISTORY     - Date     Condition        Report By
 GA0700  HISTORY     - 1935     MONUMENTED       CGS
 GA0700  HISTORY     - 1955     GOOD             TVA
 GA0700
 GA0700                          STATION DESCRIPTION
 GA0700
 GA0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0700'1.8 MI E FROM PLEASANT HILL.
 GA0700'IN WASHINGTON COUNTY, 1.8 MILES EAST ALONG A ROAD LEADING TO
 GA0700'STATE HIGHWAY 107 FROM THE INTERSECTION OF THE CHUCKY HIGHWAY AT
 GA0700'PLEASANT HILL, GREENE COUNTY, 1.0 MILE SOUTHWEST OF THE JUNCTION
 GA0700'OF STATE HIGHWAY 107, 0.2 MILE EAST OF THE JUNCTION OF A GRAVEL
 GA0700'ROAD LEADING NORTH, 78 YARDS EAST OF A SHARP CURVE AND THE JUNCTION
 GA0700'OF A ROAD LEADING SOUTH, AT THE HENRY BAILEY RESIDENCE, 70 YARDS
 GA0700'NORTH OF THE NORTHWEST CORNER OF A SAWMILL, 56 FEET NORTH OF THE
 GA0700'NORTHWEST CORNER OF THE HOUSE, 66 FEET SOUTH OF THE SOUTHEAST
 GA0700'CORNER OF A CONCRETE BLOCK BUILDING, 23 FEET SOUTH OF THE CENTERLINE
 GA0700'OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 GA0700'S 115 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 GA0700'INCHES ABOVE GROUND.
 GA0700
 GA0700                          STATION RECOVERY (1955)
 GA0700
 GA0700'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0525 ***********************************************************************
 GA0525  DESIGNATION -  S 116
 GA0525  PID         -  GA0525
 GA0525  STATE/COUNTY-  TN/SULLIVAN
 GA0525  USGS QUAD   -  BLUFF CITY (1968)
 GA0525
 GA0525                         *CURRENT SURVEY CONTROL
 GA0525  ___________________________________________________________________
 GA0525* NAD 83(1986)-  36 27 27.     (N)    082 18 07.     (W)     SCALED    
 GA0525* NAVD 88     -       444.227  (meters)    1457.43   (feet)  ADJUSTED  
 GA0525  ___________________________________________________________________
 GA0525  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0525  DYNAMIC HT  -         443.816 (meters)    1456.09  (feet)  COMP
 GA0525  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 GA0525
 GA0525  VERT ORDER  -  SECOND    CLASS 0
 GA0525
 GA0525.The horizontal coordinates were scaled from a topographic map and have
 GA0525.an estimated accuracy of +/- 6 seconds.
 GA0525
 GA0525.The orthometric height was determined by differential leveling
 GA0525.and adjusted by the National Geodetic Survey in June 1991..
 GA0525
 GA0525.The geoid height was determined by GEOID03.
 GA0525
 GA0525.The dynamic height is computed by dividing the NAVD 88
 GA0525.geopotential number by the normal gravity value computed on the
 GA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0525.degrees latitude (g = 980.6199 gals.).
 GA0525
 GA0525.The modeled gravity was interpolated from observed gravity values.
 GA0525
 GA0525;                    North         East    Units  Estimated Accuracy
 GA0525;SPC TN       -   241,940.      931,420.      MT  (+/- 180 meters Scaled)
 GA0525
 GA0525                          SUPERSEDED SURVEY CONTROL
 GA0525
 GA0525  NGVD 29 (??/??/92)  444.380  (m)         1457.94   (f) ADJ UNCH    2 0
 GA0525
 GA0525.Superseded values are not recommended for survey control.
 GA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0525.See file dsdata.txt to determine how the superseded data were derived.
 GA0525
 GA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA833354(NAD 83)
 GA0525_MARKER: DB = BENCH MARK DISK
 GA0525_SETTING: 66 = SET IN ROCK OUTCROP
 GA0525_SP_SET: SET IN ROCK OUTCROP
 GA0525_STAMPING: S 116 1935
 GA0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0525+STABILITY: POSITION/ELEVATION WELL
 GA0525
 GA0525  HISTORY     - Date     Condition        Report By
 GA0525  HISTORY     - 1935     MONUMENTED       CGS
 GA0525
 GA0525                          STATION DESCRIPTION
 GA0525
 GA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0525'2.5 MI W FROM BLUFF CITY.
 GA0525'2.5 MILES WEST ALONG THE WEAVERS CREEK ROAD FROM THE SOUTHERN
 GA0525'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, AT THE W.C.
 GA0525'WEAVER RESIDENCE, OPPOSITE THE HOUSE, 12 YARDS EAST OF THE
 GA0525'CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, AND 1 FOOT
 GA0525'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED S 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1014 ***********************************************************************
 GA1014  DESIGNATION -  S 117
 GA1014  PID         -  GA1014
 GA1014  STATE/COUNTY-  TN/GREENE
 GA1014  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1014
 GA1014                         *CURRENT SURVEY CONTROL
 GA1014  ___________________________________________________________________
 GA1014* NAD 83(1986)-  36 02 44.     (N)    082 51 18.     (W)     SCALED    
 GA1014* NAVD 88     -       409.799  (meters)    1344.48   (feet)  ADJUSTED  
 GA1014  ___________________________________________________________________
 GA1014  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1014  DYNAMIC HT  -         409.402 (meters)    1343.18  (feet)  COMP
 GA1014  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 GA1014
 GA1014  VERT ORDER  -  SECOND    CLASS 0
 GA1014
 GA1014.The horizontal coordinates were scaled from a topographic map and have
 GA1014.an estimated accuracy of +/- 6 seconds.
 GA1014
 GA1014.The orthometric height was determined by differential leveling
 GA1014.and adjusted by the National Geodetic Survey in June 1991..
 GA1014
 GA1014.The geoid height was determined by GEOID03.
 GA1014
 GA1014.The dynamic height is computed by dividing the NAVD 88
 GA1014.geopotential number by the normal gravity value computed on the
 GA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1014.degrees latitude (g = 980.6199 gals.).
 GA1014
 GA1014.The modeled gravity was interpolated from observed gravity values.
 GA1014
 GA1014;                    North         East    Units  Estimated Accuracy
 GA1014;SPC TN       -   194,520.      883,340.      MT  (+/- 180 meters Scaled)
 GA1014
 GA1014                          SUPERSEDED SURVEY CONTROL
 GA1014
 GA1014  NGVD 29 (??/??/92)  409.910  (m)         1344.85   (f) ADJ UNCH    2 0
 GA1014
 GA1014.Superseded values are not recommended for survey control.
 GA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1014.See file dsdata.txt to determine how the superseded data were derived.
 GA1014
 GA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV329905(NAD 83)
 GA1014_MARKER: DB = BENCH MARK DISK
 GA1014_SETTING: 66 = SET IN ROCK OUTCROP
 GA1014_SP_SET: ROCK OUTCROP
 GA1014_STAMPING: S 117 1935
 GA1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1014+STABILITY: POSITION/ELEVATION WELL
 GA1014
 GA1014  HISTORY     - Date     Condition        Report By
 GA1014  HISTORY     - 1935     MONUMENTED       CGS
 GA1014  HISTORY     - 1950     GOOD             TVA
 GA1014
 GA1014                          STATION DESCRIPTION
 GA1014
 GA1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1014'1.6 MI SE FROM GREENVILLE DAM.
 GA1014'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 70 FROM GREENEVILLE DAM,
 GA1014'GREENE COUNTY, THENCE 0.3 MILE NORTH ALONG THE OLD ROAD LEADING
 GA1014'TO BIRD BRIDGE, AT THE J.S. FELLOWS RESIDENCE, 35 YARDS SOUTH OF
 GA1014'THE SOUTHWEST CORNER OF THE HOUSE, 21 YARDS EAST OF THE CENTERLINE
 GA1014'OF THE ROAD, 7 YARDS NORTHWEST OF A CEDAR TREE IN NORTHWEST
 GA1014'CORNER OF FIELD, IN THE TOP OF A ROCK OUTCROP IN THE FIELD, AND
 GA1014'2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 117
 GA1014'1935.
 GA1014
 GA1014                          STATION RECOVERY (1950)
 GA1014
 GA1014'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1364 ***********************************************************************
 FB1364  DESIGNATION -  S 118
 FB1364  PID         -  FB1364
 FB1364  STATE/COUNTY-  TN/COCKE
 FB1364  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1364
 FB1364                         *CURRENT SURVEY CONTROL
 FB1364  ___________________________________________________________________
 FB1364* NAD 83(1986)-  35 59 45.     (N)    083 07 11.     (W)     SCALED    
 FB1364* NAVD 88     -       394.02   (+/-2cm)    1292.7    (feet)  VERTCON   
 FB1364  ___________________________________________________________________
 FB1364  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FB1364
 FB1364  VERT ORDER  -  ? (See Below)
 FB1364
 FB1364.The horizontal coordinates were scaled from a topographic map and have
 FB1364.an estimated accuracy of +/- 6 seconds.
 FB1364
 FB1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1364.The vertical order pertains to the NGVD 29 superseded value.
 FB1364
 FB1364.The geoid height was determined by GEOID03.
 FB1364
 FB1364;                    North         East    Units  Estimated Accuracy
 FB1364;SPC TN       -   188,270.      859,660.      MT  (+/- 180 meters Scaled)
 FB1364
 FB1364                          SUPERSEDED SURVEY CONTROL
 FB1364
 FB1364  NGVD 29 (??/??/92)  394.170  (m)         1293.21   (f) ADJ UNCH    ?  
 FB1364
 FB1364.Superseded values are not recommended for survey control.
 FB1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1364.See file dsdata.txt to determine how the superseded data were derived.
 FB1364
 FB1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV089855(NAD 83)
 FB1364_MARKER: DB = BENCH MARK DISK
 FB1364_SETTING: 66 = SET IN ROCK OUTCROP
 FB1364_SP_SET: ROCK OUTCROP
 FB1364_STAMPING: S 118 1935
 FB1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1364+STABILITY: POSITION/ELEVATION WELL
 FB1364
 FB1364  HISTORY     - Date     Condition        Report By
 FB1364  HISTORY     - 1935     MONUMENTED       CGS
 FB1364  HISTORY     - 1937     GOOD             TVA
 FB1364
 FB1364                          STATION DESCRIPTION
 FB1364
 FB1364'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FB1364'4.8 MI NE FROM NEWPORT.
 FB1364'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 FB1364'COUNTY, ON PROPERTY OWNED BY MRS. JAMES MALOY, 66.5 FEET NORTH OF
 FB1364'THE NORTHEAST CORNER OF THE MACK HARPER BRICKHOUSE, 14.5 FEET
 FB1364'SOUTH OF A 14-INCH PAINTED PINE TREE, 32 FEET SOUTHEAST OF THE
 FB1364'HIGHWAY, 3 FEET NORTHWEST OF AN OLD ROAD, 9 FEET NORTHEAST OF A
 FB1364'FENCE CORNER, 8 FEET NORTH OF THE GATE, AND IN THE TOP OF A ROCK
 FB1364'OUTCROP.  A STANDARD DISK, STAMPED S 118 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0966 ***********************************************************************
 EG0966  DESIGNATION -  S 12
 EG0966  PID         -  EG0966
 EG0966  STATE/COUNTY-  TN/FAYETTE
 EG0966  USGS QUAD   -  CANAAN (1982)
 EG0966
 EG0966                         *CURRENT SURVEY CONTROL
 EG0966  ___________________________________________________________________
 EG0966* NAD 83(1986)-  34 59 43.     (N)    089 13 42.     (W)     SCALED    
 EG0966* NAVD 88     -       138.521  (meters)     454.46   (feet)  ADJUSTED  
 EG0966  ___________________________________________________________________
 EG0966  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0966  DYNAMIC HT  -         138.390 (meters)     454.03  (feet)  COMP
 EG0966  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 EG0966
 EG0966  VERT ORDER  -  SECOND    CLASS 0
 EG0966
 EG0966.The horizontal coordinates were scaled from a topographic map and have
 EG0966.an estimated accuracy of +/- 6 seconds.
 EG0966
 EG0966.The orthometric height was determined by differential leveling
 EG0966.and adjusted by the National Geodetic Survey in June 1991..
 EG0966
 EG0966.The geoid height was determined by GEOID03.
 EG0966
 EG0966.The dynamic height is computed by dividing the NAVD 88
 EG0966.geopotential number by the normal gravity value computed on the
 EG0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0966.degrees latitude (g = 980.6199 gals.).
 EG0966
 EG0966.The modeled gravity was interpolated from observed gravity values.
 EG0966
 EG0966;                    North         East    Units  Estimated Accuracy
 EG0966;SPC TN       -    78,310.      305,310.      MT  (+/- 180 meters Scaled)
 EG0966
 EG0966                          SUPERSEDED SURVEY CONTROL
 EG0966
 EG0966  NGVD 29 (??/??/92)  138.481  (m)          454.33   (f) ADJ UNCH    2 0
 EG0966
 EG0966.Superseded values are not recommended for survey control.
 EG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0966.See file dsdata.txt to determine how the superseded data were derived.
 EG0966
 EG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD966747(NAD 83)
 EG0966_MARKER: DB = BENCH MARK DISK
 EG0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0966_SP_SET: CULVERT
 EG0966_STAMPING: S 12 1934
 EG0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0966
 EG0966  HISTORY     - Date     Condition        Report By
 EG0966  HISTORY     - 1934     MONUMENTED       CGS
 EG0966
 EG0966                          STATION DESCRIPTION
 EG0966
 EG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG0966'1.6 MI NE FROM MICHIGAN CITY.
 EG0966'IN FUYETTE COUNTY, TENNESEE, 1.6 MILES NORTHEAST ALONG THE ILLINOIS
 EG0966'CENTRAL RAILROAD FROM THE STATION AT MICHIGAN CITY, RENTON COUNTY,
 EG0966'MISSISSIPPI, 500 FEET NORTHEAST OF THE MISSISSIPPI-TENNEASEE STATE
 EG0966'LINE, 26 POLES NORTHEAST OF MILEPOST C 523 275 FEET NORTHEAST OF THE
 EG0966'CENTER OF A PRIVATE ROAD CROSSING, AT A BRICK CULVERT, IN THE TOP OF
 EG0966'THE SOUTHEAST CONCRETE HEAD-WALL, 2 FEET NORTH OF THE NORTH END, AND
 EG0966'30 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 EG0966'STAMPED S 12 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0696 ***********************************************************************
 FB0696  DESIGNATION -  S 121 RESET
 FB0696  PID         -  FB0696
 FB0696  STATE/COUNTY-  TN/COCKE
 FB0696  USGS QUAD   -  PAINT ROCK (1991)
 FB0696
 FB0696                         *CURRENT SURVEY CONTROL
 FB0696  ___________________________________________________________________
 FB0696* NAD 83(1986)-  35 56 23.     (N)    082 54 25.     (W)     SCALED    
 FB0696* NAVD 88     -       381.234  (meters)    1250.77   (feet)  ADJUSTED  
 FB0696  ___________________________________________________________________
 FB0696  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB0696  DYNAMIC HT  -         380.862 (meters)    1249.54  (feet)  COMP
 FB0696  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 FB0696
 FB0696  VERT ORDER  -  FIRST     CLASS I
 FB0696
 FB0696.The horizontal coordinates were scaled from a topographic map and have
 FB0696.an estimated accuracy of +/- 6 seconds.
 FB0696
 FB0696.The orthometric height was determined by differential leveling
 FB0696.and adjusted by the National Geodetic Survey in June 1991..
 FB0696
 FB0696.The geoid height was determined by GEOID03.
 FB0696
 FB0696.The dynamic height is computed by dividing the NAVD 88
 FB0696.geopotential number by the normal gravity value computed on the
 FB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0696.degrees latitude (g = 980.6199 gals.).
 FB0696
 FB0696.The modeled gravity was interpolated from observed gravity values.
 FB0696
 FB0696;                    North         East    Units  Estimated Accuracy
 FB0696;SPC TN       -   182,640.      879,030.      MT  (+/- 180 meters Scaled)
 FB0696
 FB0696                          SUPERSEDED SURVEY CONTROL
 FB0696
 FB0696  NGVD 29 (??/??/92)  381.381  (m)         1251.25   (f) ADJ UNCH    1 1
 FB0696
 FB0696.Superseded values are not recommended for survey control.
 FB0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0696.See file dsdata.txt to determine how the superseded data were derived.
 FB0696
 FB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV279789(NAD 83)
 FB0696_MARKER: DB = BENCH MARK DISK
 FB0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0696_SP_SET: FOUNDATION
 FB0696_STAMPING: S 121 1935
 FB0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0696
 FB0696  HISTORY     - Date     Condition        Report By
 FB0696  HISTORY     - 1935     MONUMENTED       CGS
 FB0696  HISTORY     - 1967     GOOD             NGS
 FB0696
 FB0696                          STATION DESCRIPTION
 FB0696
 FB0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0696'1.6 MI NW FROM PAINT ROCK NC.
 FB0696'ABOUT 1.55 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0696'RAILROAD FROM THE RAILROAD BRIDGE OVER GRASS CREEK AT PAINT ROCK,
 FB0696'NORTH CAROLINA, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 FB0696'TRACK, SET IN THE TOP OF THE NORTH CORNER OF AN ABANDONED CONCRETE
 FB0696'FOUNDATION FOR A SEMAPHORE, 63 YARDS NORTHWEST OF THE NORTHWEST
 FB0696'END OF UPPER TWIN BRIDGE OVER THE FRENCH BROAD RIVER, 0.3 MILE
 FB0696'NORTHWEST OF BENCH MARK R 121, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 FB0696'THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1316 ***********************************************************************
 FB1316  DESIGNATION -  S 122
 FB1316  PID         -  FB1316
 FB1316  STATE/COUNTY-  TN/COCKE
 FB1316  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1316
 FB1316                         *CURRENT SURVEY CONTROL
 FB1316  ___________________________________________________________________
 FB1316* NAD 83(1986)-  35 53 51.     (N)    083 04 20.     (W)     SCALED    
 FB1316* NAVD 88     -       429.70   (+/-2cm)    1409.8    (feet)  VERTCON   
 FB1316  ___________________________________________________________________
 FB1316  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FB1316
 FB1316  VERT ORDER  -  ? (See Below)
 FB1316
 FB1316.The horizontal coordinates were scaled from a topographic map and have
 FB1316.an estimated accuracy of +/- 6 seconds.
 FB1316
 FB1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1316.The vertical order pertains to the NGVD 29 superseded value.
 FB1316
 FB1316.The geoid height was determined by GEOID03.
 FB1316
 FB1316;                    North         East    Units  Estimated Accuracy
 FB1316;SPC TN       -   177,500.      864,270.      MT  (+/- 180 meters Scaled)
 FB1316
 FB1316                          SUPERSEDED SURVEY CONTROL
 FB1316
 FB1316  NGVD 29 (??/??/92)  429.844  (m)         1410.25   (f) ADJ UNCH    ?  
 FB1316
 FB1316.Superseded values are not recommended for survey control.
 FB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1316.See file dsdata.txt to determine how the superseded data were derived.
 FB1316
 FB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV129745(NAD 83)
 FB1316_MARKER: DB = BENCH MARK DISK
 FB1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1316_STAMPING: S 122 1935
 FB1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1316+STABILITY: SURFACE MOTION
 FB1316
 FB1316  HISTORY     - Date     Condition        Report By
 FB1316  HISTORY     - 1935     MONUMENTED       CGS
 FB1316  HISTORY     - 1949     GOOD             NGS
 FB1316
 FB1316                          STATION DESCRIPTION
 FB1316
 FB1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1316'4.4 MI S FROM WEST MYERS.
 FB1316'4.4 MILES SOUTH ALONG PIGEONROOST TRAIL AND FLAT BRANCH TRAIL
 FB1316'FROM WEST MYERS, COCKE COUNTY, 3.5 MILES SOUTHWEST OF DEL RIO,
 FB1316'AT THE JUNCTION OF FIFTEENTH ROAD, ON THE PROPERTY OF ZEB FOX,
 FB1316'115 FEET WEST OF THE HOUSE, 65 FEET SOUTHWEST OF THE NORTHEAST
 FB1316'CORNER OF A CORNCRIB, 16 FEET NORTH OF A DRAIN, 16 FEET NORTHEAST
 FB1316'OF A 4-INCH APPLE TREE, 11.5 FEET NORTHEAST OF A STEEL POST WITH
 FB1316'A CONTROL MARKER SIGN, 30 FEET EAST OF THE ROAD JUNCTION, 14 FEET
 FB1316'SOUTHEAST OF FLAT BRANCH TRAIL, AND AT THE WEST EDGE OF A
 FB1316'CORNFIELD.  A STANDARD DISK, STAMPED S 122 1935 AND SET IN THE TOP
 FB1316'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1772 ***********************************************************************
 GA1772  DESIGNATION -  S 128
 GA1772  PID         -  GA1772
 GA1772  STATE/COUNTY-  TN/JEFFERSON
 GA1772  USGS QUAD   -  WHITE PINE (1961)
 GA1772
 GA1772                         *CURRENT SURVEY CONTROL
 GA1772  ___________________________________________________________________
 GA1772* NAD 83(1986)-  36 07 18.     (N)    083 17 32.     (W)     SCALED    
 GA1772* NAVD 88     -       358.051  (meters)    1174.71   (feet)  ADJUSTED  
 GA1772  ___________________________________________________________________
 GA1772  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1772  DYNAMIC HT  -         357.716 (meters)    1173.61  (feet)  COMP
 GA1772  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 GA1772
 GA1772  VERT ORDER  -  FIRST     CLASS I
 GA1772
 GA1772.The horizontal coordinates were scaled from a topographic map and have
 GA1772.an estimated accuracy of +/- 6 seconds.
 GA1772
 GA1772.The orthometric height was determined by differential leveling
 GA1772.and adjusted by the National Geodetic Survey in June 1991..
 GA1772
 GA1772.The geoid height was determined by GEOID03.
 GA1772
 GA1772.The dynamic height is computed by dividing the NAVD 88
 GA1772.geopotential number by the normal gravity value computed on the
 GA1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1772.degrees latitude (g = 980.6199 gals.).
 GA1772
 GA1772.The modeled gravity was interpolated from observed gravity values.
 GA1772
 GA1772;                    North         East    Units  Estimated Accuracy
 GA1772;SPC TN       -   201,790.      843,730.      MT  (+/- 180 meters Scaled)
 GA1772
 GA1772                          SUPERSEDED SURVEY CONTROL
 GA1772
 GA1772  NGVD 29 (??/??/92)  358.190  (m)         1175.16   (f) ADJ UNCH    1 1
 GA1772
 GA1772.Superseded values are not recommended for survey control.
 GA1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1772.See file dsdata.txt to determine how the superseded data were derived.
 GA1772
 GA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV937998(NAD 83)
 GA1772_MARKER: DB = BENCH MARK DISK
 GA1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1772_STAMPING: S 128 1935
 GA1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1772+STABILITY: SURFACE MOTION
 GA1772
 GA1772  HISTORY     - Date     Condition        Report By
 GA1772  HISTORY     - 1935     MONUMENTED       CGS
 GA1772  HISTORY     - 1967     GOOD             NGS
 GA1772
 GA1772                          STATION DESCRIPTION
 GA1772
 GA1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1772'1.2 MI N FROM WHITE PINE.
 GA1772'ABOUT 1.2 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1772'FROM THE POST OFFICE AT WHITE PINE, 6 POLES NORTH OF MILEPOST 220,
 GA1772'32 FEET SOUTHWEST OF THE CROSSING OF THE RAILROAD AND A GRAVELED
 GA1772'ROAD, 12 FEET WEST OF THE WEST RAIL OF THE TRACK, 82 FEET SOUTHEAST
 GA1772'OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 51 FEET NORTHWEST
 GA1772'AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 52F, 1.0 FOOT
 GA1772'EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 GA1772'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 GA1772'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2184 ***********************************************************************
 GA2184  DESIGNATION -  S 129
 GA2184  PID         -  GA2184
 GA2184  STATE/COUNTY-  TN/JEFFERSON
 GA2184  USGS QUAD   -  NEW MARKET (1987)
 GA2184
 GA2184                         *CURRENT SURVEY CONTROL
 GA2184  ___________________________________________________________________
 GA2184* NAD 83(1986)-  36 06 40.     (N)    083 31 59.     (W)     SCALED    
 GA2184* NAVD 88     -       345.162  (meters)    1132.42   (feet)  ADJUSTED  
 GA2184  ___________________________________________________________________
 GA2184  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA2184  DYNAMIC HT  -         344.844 (meters)    1131.38  (feet)  COMP
 GA2184  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GA2184
 GA2184  VERT ORDER  -  FIRST     CLASS I
 GA2184
 GA2184.The horizontal coordinates were scaled from a topographic map and have
 GA2184.an estimated accuracy of +/- 6 seconds.
 GA2184
 GA2184.The orthometric height was determined by differential leveling
 GA2184.and adjusted by the National Geodetic Survey in June 1991..
 GA2184
 GA2184.The geoid height was determined by GEOID03.
 GA2184
 GA2184.The dynamic height is computed by dividing the NAVD 88
 GA2184.geopotential number by the normal gravity value computed on the
 GA2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2184.degrees latitude (g = 980.6199 gals.).
 GA2184
 GA2184.The modeled gravity was interpolated from observed gravity values.
 GA2184
 GA2184;                    North         East    Units  Estimated Accuracy
 GA2184;SPC TN       -   200,040.      822,080.      MT  (+/- 180 meters Scaled)
 GA2184
 GA2184                          SUPERSEDED SURVEY CONTROL
 GA2184
 GA2184  NGVD 29 (??/??/92)  345.292  (m)         1132.85   (f) ADJ UNCH    1 1
 GA2184
 GA2184.Superseded values are not recommended for survey control.
 GA2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2184.See file dsdata.txt to determine how the superseded data were derived.
 GA2184
 GA2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720992(NAD 83)
 GA2184_MARKER: DB = BENCH MARK DISK
 GA2184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2184_SP_SET: POLE BASE
 GA2184_STAMPING: S 129 1936
 GA2184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2184
 GA2184  HISTORY     - Date     Condition        Report By
 GA2184  HISTORY     - 1936     MONUMENTED       CGS
 GA2184  HISTORY     - 1967     GOOD             NGS
 GA2184
 GA2184                          STATION DESCRIPTION
 GA2184
 GA2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2184'2.6 MI SW FROM JEFFERSON CITY.
 GA2184'ABOUT 2.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2184'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, THENCE
 GA2184'0.25 MILE NORTHWEST ALONG A NARROW DIRT ROAD, THENCE 0.2 MILE
 GA2184'WEST ALONG THE SOUTHERN RAILWAY, SET ON THE TOP OF THE SOUTHEAST
 GA2184'CORNER OF A 2 1/2 FOOT SQUARE CONCRETE BASE FOR A 4-INCH METAL
 GA2184'POLE SUPPORTING A METAL TELEPHONE BOX, 33 FEET SOUTH OF AND
 GA2184'ACROSS THE TRACK FROM SEMAPHORE 1045 A, 9 FEET SOUTH OF THE
 GA2184'SOUTH RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE--
 GA2184'IT APPEARS THAT THIS MARK HAS RAISED ABOUT 1 3/4 DECIMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0058 ***********************************************************************
 FC0058  DESIGNATION -  S 130
 FC0058  PID         -  FC0058
 FC0058  STATE/COUNTY-  TN/LOUDON
 FC0058  USGS QUAD   -  LENOIR CITY (1986)
 FC0058
 FC0058                         *CURRENT SURVEY CONTROL
 FC0058  ___________________________________________________________________
 FC0058* NAD 83(1986)-  35 46 10.     (N)    084 18 33.     (W)     SCALED    
 FC0058* NAVD 88     -       250.784  (meters)     822.78   (feet)  POSTED    
 FC0058  ___________________________________________________________________
 FC0058  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0058  DYNAMIC HT  -         250.540 (meters)     821.98  (feet)  COMP
 FC0058  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0058
 FC0058  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0058
 FC0058.The horizontal coordinates were scaled from a topographic map and have
 FC0058.an estimated accuracy of +/- 6 seconds.
 FC0058
 FC0058.The orthometric height was determined by differential leveling
 FC0058.and adjusted by the National Geodetic Survey in 1992..
 FC0058.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0058.rate of 0.0 thru 1.0 mm/km.
 FC0058
 FC0058.The geoid height was determined by GEOID03.
 FC0058
 FC0058.The dynamic height is computed by dividing the NAVD 88
 FC0058.geopotential number by the normal gravity value computed on the
 FC0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0058.degrees latitude (g = 980.6199 gals.).
 FC0058
 FC0058.The modeled gravity was interpolated from observed gravity values.
 FC0058
 FC0058;                    North         East    Units  Estimated Accuracy
 FC0058;SPC TN       -   160,660.      752,880.      MT  (+/- 180 meters Scaled)
 FC0058
 FC0058                          SUPERSEDED SURVEY CONTROL
 FC0058
 FC0058  NGVD 29 (??/??/92)  250.891  (m)          823.13   (f) ADJ UNCH    1 2
 FC0058
 FC0058.Superseded values are not recommended for survey control.
 FC0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0058.See file dsdata.txt to determine how the superseded data were derived.
 FC0058
 FC0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE432617(NAD 83)
 FC0058_MARKER: DB = BENCH MARK DISK
 FC0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0058_SP_SET: BASE
 FC0058_STAMPING: S 130 1936
 FC0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0058
 FC0058  HISTORY     - Date     Condition        Report By
 FC0058  HISTORY     - 1936     MONUMENTED       CGS
 FC0058
 FC0058                          STATION DESCRIPTION
 FC0058
 FC0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FC0058'3 MI SW FROM LENOIR CITY.
 FC0058'ABOUT 3.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0058'STATION AT LENOIR CITY, LOUDON COUNTY, 72 FEET NORTHEAST OF
 FC0058'MILEPOST 157, ABOUT 150 FEET NORTH OF THE TENNESSEE RIVER,
 FC0058'ABOUT 4 1/2 RAILS EAST OF POLE E 38, AT THE WEST EDGE OF A SLIGHT
 FC0058'CUT AT A CURVE TO THE SOUTHWEST, IN THE NORTHWEST CORNER OF
 FC0058'THE BASE OF SIGNAL STAND 156, AND 9 FEET SOUTH OF THE SOUTH
 FC0058'RAIL.  A STANDARD DISK, STAMPED S 130 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0059 ***********************************************************************
 FC0059  DESIGNATION -  S 130 RESET
 FC0059  PID         -  FC0059
 FC0059  STATE/COUNTY-  TN/LOUDON
 FC0059  USGS QUAD   -  LENOIR CITY (1986)
 FC0059
 FC0059                         *CURRENT SURVEY CONTROL
 FC0059  ___________________________________________________________________
 FC0059* NAD 83(1986)-  35 46 20.     (N)    084 17 48.     (W)     SCALED    
 FC0059* NAVD 88     -       242.570  (meters)     795.83   (feet)  ADJUSTED  
 FC0059  ___________________________________________________________________
 FC0059  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0059  DYNAMIC HT  -         242.338 (meters)     795.07  (feet)  COMP
 FC0059  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FC0059
 FC0059  VERT ORDER  -  FIRST     CLASS I
 FC0059
 FC0059.The horizontal coordinates were scaled from a topographic map and have
 FC0059.an estimated accuracy of +/- 6 seconds.
 FC0059
 FC0059.The orthometric height was determined by differential leveling
 FC0059.and adjusted by the National Geodetic Survey in June 1991..
 FC0059
 FC0059.The geoid height was determined by GEOID03.
 FC0059
 FC0059.The dynamic height is computed by dividing the NAVD 88
 FC0059.geopotential number by the normal gravity value computed on the
 FC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0059.degrees latitude (g = 980.6199 gals.).
 FC0059
 FC0059.The modeled gravity was interpolated from observed gravity values.
 FC0059
 FC0059;                    North         East    Units  Estimated Accuracy
 FC0059;SPC TN       -   160,980.      754,000.      MT  (+/- 180 meters Scaled)
 FC0059
 FC0059                          SUPERSEDED SURVEY CONTROL
 FC0059
 FC0059  NGVD 29 (??/??/92)  242.678  (m)          796.19   (f) ADJ UNCH    1 1
 FC0059
 FC0059.Superseded values are not recommended for survey control.
 FC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0059.See file dsdata.txt to determine how the superseded data were derived.
 FC0059
 FC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE443620(NAD 83)
 FC0059_MARKER: DB = BENCH MARK DISK
 FC0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0059_SP_SET: BASE
 FC0059_STAMPING: 1936
 FC0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0059
 FC0059  HISTORY     - Date     Condition        Report By
 FC0059  HISTORY     - 1936     MONUMENTED       CGS
 FC0059  HISTORY     - 1968     POOR             NGS
 FC0059
 FC0059                          STATION DESCRIPTION
 FC0059
 FC0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0059'2.1 MI SW FROM LENOIR CITY.
 FC0059'ABOUT 2.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 FC0059'THE STATION AT LENOIR CITY, ABOUT 0.2 MILE WEST OF MILEPOST 156,
 FC0059'SET IN THE TOP OF THE NORTHWEST CORNER OF THE TWO-FOOT SQUARE
 FC0059'CONCRETE BASE OF SEMAPHORE 1564 A, 7.3 FEET SOUTH OF THE SOUTH
 FC0059'RAIL AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE--
 FC0059'THE TOP OF THE DISK HAS BEEN MUTILATED AS WITH A PUNCH AND
 FC0059'ONLY THE YEAR 1936 CAN BE READ.  THE MARK IS NOW ABOUT 0.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0655 ***********************************************************************
 GB0655  DESIGNATION -  S 131
 GB0655  PID         -  GB0655
 GB0655  STATE/COUNTY-  TN/ANDERSON
 GB0655  USGS QUAD   -  LAKE CITY (1973)
 GB0655
 GB0655                         *CURRENT SURVEY CONTROL
 GB0655  ___________________________________________________________________
 GB0655* NAD 83(1986)-  36 14 04.     (N)    084 07 37.     (W)     SCALED    
 GB0655* NAVD 88     -       405.535  (meters)    1330.49   (feet)  ADJUSTED  
 GB0655  ___________________________________________________________________
 GB0655  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB0655  DYNAMIC HT  -         405.172 (meters)    1329.30  (feet)  COMP
 GB0655  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 GB0655
 GB0655  VERT ORDER  -  SECOND    CLASS 0
 GB0655
 GB0655.The horizontal coordinates were scaled from a topographic map and have
 GB0655.an estimated accuracy of +/- 6 seconds.
 GB0655
 GB0655.The orthometric height was determined by differential leveling
 GB0655.and adjusted by the National Geodetic Survey in June 1991..
 GB0655.WARNING-Repeat measurements at this control monument indicate possible
 GB0655.vertical movement.
 GB0655
 GB0655.The geoid height was determined by GEOID03.
 GB0655
 GB0655.The dynamic height is computed by dividing the NAVD 88
 GB0655.geopotential number by the normal gravity value computed on the
 GB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0655.degrees latitude (g = 980.6199 gals.).
 GB0655
 GB0655.The modeled gravity was interpolated from observed gravity values.
 GB0655
 GB0655;                    North         East    Units  Estimated Accuracy
 GB0655;SPC TN       -   212,540.      768,370.      MT  (+/- 180 meters Scaled)
 GB0655
 GB0655                          SUPERSEDED SURVEY CONTROL
 GB0655
 GB0655  NGVD 29 (??/??/92)  405.656  (m)         1330.89   (f) ADJ UNCH    2 0
 GB0655
 GB0655.Superseded values are not recommended for survey control.
 GB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0655.See file dsdata.txt to determine how the superseded data were derived.
 GB0655
 GB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582137(NAD 83)
 GB0655_MARKER: DD = SURVEY DISK
 GB0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0655_STAMPING: S 131 1936
 GB0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0655+STABILITY: SURFACE MOTION
 GB0655
 GB0655  HISTORY     - Date     Condition        Report By
 GB0655  HISTORY     - 1936     MONUMENTED       TVA
 GB0655  HISTORY     - 1949     GOOD             NGS
 GB0655  HISTORY     - 1973     GOOD             TVA
 GB0655
 GB0655                          STATION DESCRIPTION
 GB0655
 GB0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0655'2.1 MI E FROM COAL CREEK.
 GB0655'2.1 MILES EAST ALONG T.V.A. FREEWAY FROM THE JUNCTION OF U.S.
 GB0655'HIGHWAY 25 W AT COAL CREEK, ANDERSON COUNTY, AT A WIDE SHOULDER,
 GB0655'OPPOSITE A HIGH GRASSY BANK, 128.5 FEET WEST OF THE WEST END OF A
 GB0655'GUARDRAIL, 109 FEET EAST OF THE EAST END OF ANOTHER GUARDRAIL,
 GB0655'53.2 FEET FROM A 24-INCH TREE AT THE NORTH EDGE OF THE SHOULDER,
 GB0655'44.5 FEET NORTH OF THE CENTERLINE OF THE FREEWAY, 24.5 FEET WEST
 GB0655'OF A PICNICKING-PROHIBITED SIGN, 5 FEET WEST OF A YOUNG DOGWOOD
 GB0655'TREE, NEAR A STEEL POST WITH A CONTROL-MARKER SIGN, AND LEVEL
 GB0655'WITH THE ROAD.  A TENNESSEE VALLEY AUTHORITY PROPERTY-SURVEY
 GB0655'STANDARD DISK, STAMPED S 131 1936 AND SET IN THE TOP OF A CONCRETE
 GB0655'POST.  NOTE-- THE MARK IS 3.7 FEET WEST OF A 5 INCH DOGWOOD AND
 GB0655'9.3 FEET EAST OF A 6 INCH REDBUD.
 GB0655
 GB0655                          STATION RECOVERY (1973)
 GB0655
 GB0655'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2329 ***********************************************************************
 GA2329  DESIGNATION -  S 132
 GA2329  PID         -  GA2329
 GA2329  STATE/COUNTY-  TN/CAMPBELL
 GA2329  USGS QUAD   -  WELL SPRING (1980)
 GA2329
 GA2329                         *CURRENT SURVEY CONTROL
 GA2329  ___________________________________________________________________
 GA2329* NAD 83(1986)-  36 26 38.     (N)    083 56 03.     (W)     SCALED    
 GA2329* NAVD 88     -       315.687  (meters)    1035.72   (feet)  ADJUSTED  
 GA2329  ___________________________________________________________________
 GA2329  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2329  DYNAMIC HT  -         315.409 (meters)    1034.80  (feet)  COMP
 GA2329  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 GA2329
 GA2329  VERT ORDER  -  SECOND    CLASS 0
 GA2329
 GA2329.The horizontal coordinates were scaled from a topographic map and have
 GA2329.an estimated accuracy of +/- 6 seconds.
 GA2329
 GA2329.The orthometric height was determined by differential leveling
 GA2329.and adjusted by the National Geodetic Survey in June 1991..
 GA2329
 GA2329.The geoid height was determined by GEOID03.
 GA2329
 GA2329.The dynamic height is computed by dividing the NAVD 88
 GA2329.geopotential number by the normal gravity value computed on the
 GA2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2329.degrees latitude (g = 980.6199 gals.).
 GA2329
 GA2329.The modeled gravity was interpolated from observed gravity values.
 GA2329
 GA2329;                    North         East    Units  Estimated Accuracy
 GA2329;SPC TN       -   236,120.      785,200.      MT  (+/- 180 meters Scaled)
 GA2329
 GA2329                          SUPERSEDED SURVEY CONTROL
 GA2329
 GA2329  NGVD 29 (??/??/92)  315.840  (m)         1036.22   (f) ADJ UNCH    2 0
 GA2329
 GA2329.Superseded values are not recommended for survey control.
 GA2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2329.See file dsdata.txt to determine how the superseded data were derived.
 GA2329
 GA2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA370371(NAD 83)
 GA2329_MARKER: DB = BENCH MARK DISK
 GA2329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2329_SP_SET: CULVERT
 GA2329_STAMPING: S 132 1936
 GA2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2329
 GA2329  HISTORY     - Date     Condition        Report By
 GA2329  HISTORY     - 1936     MONUMENTED       CGS
 GA2329  HISTORY     - 1949     GOOD             NGS
 GA2329  HISTORY     - 1965     GOOD             NGS
 GA2329
 GA2329                          STATION DESCRIPTION
 GA2329
 GA2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2329'12.5 MI E FROM LA FOLLETTE.
 GA2329'12.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2329'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 1.5
 GA2329'MILES EAST OF THE WELL SPRINGS SCHOOL, 0.9 MILE WEST OF THE
 GA2329'ELLISON STORE, 100 YARDS WEST OF A LARGE COLONIAL STYLE HOUSE,
 GA2329'AT A CONCRETE CULVERT OVER A SMALL BRANCH, AND IN THE TOP OF THE
 GA2329'SOUTH HEADWALL.  A STANDARD DISK STAMPED S 132 1936.
 GA2329
 GA2329                          STATION RECOVERY (1965)
 GA2329
 GA2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0866 ***********************************************************************
 GD0866  DESIGNATION -  S 133
 GD0866  PID         -  GD0866
 GD0866  STATE/COUNTY-  TN/LAKE
 GD0866  USGS QUAD   -  TENNEMO (1983)
 GD0866
 GD0866                         *CURRENT SURVEY CONTROL
 GD0866  ___________________________________________________________________
 GD0866* NAD 83(1986)-  36 11 09.     (N)    089 35 34.     (W)     SCALED    
 GD0866* NAVD 88     -        81.175  (meters)     266.32   (feet)  ADJUSTED  
 GD0866  ___________________________________________________________________
 GD0866  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0866  DYNAMIC HT  -          81.108 (meters)     266.10  (feet)  COMP
 GD0866  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GD0866
 GD0866  VERT ORDER  -  FIRST     CLASS II
 GD0866
 GD0866.The horizontal coordinates were scaled from a topographic map and have
 GD0866.an estimated accuracy of +/- 6 seconds.
 GD0866
 GD0866.The orthometric height was determined by differential leveling
 GD0866.and adjusted by the National Geodetic Survey in June 1991..
 GD0866
 GD0866.The geoid height was determined by GEOID03.
 GD0866
 GD0866.The dynamic height is computed by dividing the NAVD 88
 GD0866.geopotential number by the normal gravity value computed on the
 GD0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0866.degrees latitude (g = 980.6199 gals.).
 GD0866
 GD0866.The modeled gravity was interpolated from observed gravity values.
 GD0866
 GD0866;                    North         East    Units  Estimated Accuracy
 GD0866;SPC TN       -   211,470.      276,910.      MT  (+/- 180 meters Scaled)
 GD0866
 GD0866                          SUPERSEDED SURVEY CONTROL
 GD0866
 GD0866  NGVD 29 (??/??/??)   81.102  (m)          266.08   (f) ADJUSTED    1 2
 GD0866
 GD0866.Superseded values are not recommended for survey control.
 GD0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0866.See file dsdata.txt to determine how the superseded data were derived.
 GD0866
 GD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF668076(NAD 83)
 GD0866_MARKER: DB = BENCH MARK DISK
 GD0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0866_STAMPING: S 133 1957
 GD0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0866+STABILITY: SURFACE MOTION
 GD0866
 GD0866  HISTORY     - Date     Condition        Report By
 GD0866  HISTORY     - 1957     MONUMENTED       CGS
 GD0866  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0866
 GD0866                          STATION DESCRIPTION
 GD0866
 GD0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0866'2.6 MI NW FROM TENNEMO.
 GD0866'0.4 MILE WEST ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF
 GD0866'GRAVEL ROAD FOLLOWING OLD LEVEE AT TENNEMO, THENCE ABOUT 1.25
 GD0866'MILES NORTH AND WEST ALONG A GRAVEL ROAD TO BRIDGE OVER BLUE
 GD0866'BANK BAYOU AND END OF GRAVEL ROAD, THENCE ABOUT 0.95 MILE NORTHWEST
 GD0866'ALONG FIELD ROADS, NEAR THE DYER-LAKE COUNTY LINE, AT THE SOUTH
 GD0866'SIDE OF A FIELD, 37 FEET EAST OF CENTER LINE OF ROAD, 5 FEET
 GD0866'SOUTHWEST OF A 30-INCH SWEET GUM TREE, 2 FEET EAST OF A CONCRETE
 GD0866'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 GD0866'CONCRETE POST PROJECTING 3 INCHES.
 GD0866
 GD0866                          STATION RECOVERY (2002)
 GD0866
 GD0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0866'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0931 ***********************************************************************
 FE0931  DESIGNATION -  S 134
 FE0931  PID         -  FE0931
 FE0931  STATE/COUNTY-  TN/LAUDERDALE
 FE0931  USGS QUAD   -  GATES (1983)
 FE0931
 FE0931                         *CURRENT SURVEY CONTROL
 FE0931  ___________________________________________________________________
 FE0931* NAD 83(1986)-  35 51 06.     (N)    089 23 58.     (W)     SCALED    
 FE0931* NAVD 88     -        91.674  (meters)     300.77   (feet)  ADJUSTED  
 FE0931  ___________________________________________________________________
 FE0931  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0931  DYNAMIC HT  -          91.595 (meters)     300.51  (feet)  COMP
 FE0931  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 FE0931
 FE0931  VERT ORDER  -  FIRST     CLASS I
 FE0931
 FE0931.The horizontal coordinates were scaled from a topographic map and have
 FE0931.an estimated accuracy of +/- 6 seconds.
 FE0931
 FE0931.The orthometric height was determined by differential leveling
 FE0931.and adjusted by the National Geodetic Survey in June 1991..
 FE0931
 FE0931.The geoid height was determined by GEOID03.
 FE0931
 FE0931.The dynamic height is computed by dividing the NAVD 88
 FE0931.geopotential number by the normal gravity value computed on the
 FE0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0931.degrees latitude (g = 980.6199 gals.).
 FE0931
 FE0931.The modeled gravity was interpolated from observed gravity values.
 FE0931
 FE0931;                    North         East    Units  Estimated Accuracy
 FE0931;SPC TN       -   173,790.      293,000.      MT  (+/- 180 meters Scaled)
 FE0931
 FE0931                          SUPERSEDED SURVEY CONTROL
 FE0931
 FE0931  NGVD 29 (??/??/??)   91.618  (m)          300.58   (f) ADJUSTED    1 1
 FE0931
 FE0931.Superseded values are not recommended for survey control.
 FE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0931.See file dsdata.txt to determine how the superseded data were derived.
 FE0931
 FE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE833701(NAD 83)
 FE0931_MARKER: DB = BENCH MARK DISK
 FE0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0931_STAMPING: S 134 1957
 FE0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0931+STABILITY: SURFACE MOTION
 FE0931
 FE0931  HISTORY     - Date     Condition        Report By
 FE0931  HISTORY     - 1957     MONUMENTED       CGS
 FE0931  HISTORY     - 1974     GOOD             NGS
 FE0931  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0931
 FE0931                          STATION DESCRIPTION
 FE0931
 FE0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0931'0.8 MI N FROM GATES.
 FE0931'ABOUT 0.75 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE0931'OF STATE HIGHWAY 88 AT GATES, 8 RAILS NORTH OF MILEPOST 327
 FE0931'ALONG ILLINOIS CENTRAL RAILROAD, 120 FEET EAST OF AND ACROSS
 FE0931'TWO TRACKS FROM THE CENTER LINE OF U.S. HIGHWAY 51, 41.8 FEET
 FE0931'NORTHEAST OF THE CENTER OF THE CROSSING WITH A NARROW GRAVEL
 FE0931'ROAD AND EAST TRACK, 23.3 FEET EAST OF THE EAST RAIL OF THE
 FE0931'EAST TRACK, 30 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 FE0931'ROAD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 3 1/2 FEET
 FE0931'BELOW LEVEL OF THE RAILS AND IN THE TOP OF A CONCRETE POST
 FE0931'PROJECTING 1-INCH.
 FE0931
 FE0931                          STATION RECOVERY (2002)
 FE0931
 FE0931'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0931'FIBER OPTICS CABLE LINE IN AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0389 ***********************************************************************
 GD0389  DESIGNATION -  S 14
 GD0389  PID         -  GD0389
 GD0389  STATE/COUNTY-  TN/GIBSON
 GD0389  USGS QUAD   -  DYER (1985)
 GD0389
 GD0389                         *CURRENT SURVEY CONTROL
 GD0389  ___________________________________________________________________
 GD0389* NAD 83(1986)-  36 01 41.     (N)    088 59 06.     (W)     SCALED    
 GD0389* NAVD 88     -       103.093  (meters)     338.23   (feet)  ADJUSTED  
 GD0389  ___________________________________________________________________
 GD0389  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0389  DYNAMIC HT  -         103.005 (meters)     337.94  (feet)  COMP
 GD0389  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GD0389
 GD0389  VERT ORDER  -  SECOND    CLASS 0
 GD0389
 GD0389.The horizontal coordinates were scaled from a topographic map and have
 GD0389.an estimated accuracy of +/- 6 seconds.
 GD0389
 GD0389.The orthometric height was determined by differential leveling
 GD0389.and adjusted by the National Geodetic Survey in June 1991..
 GD0389
 GD0389.The geoid height was determined by GEOID03.
 GD0389
 GD0389.The dynamic height is computed by dividing the NAVD 88
 GD0389.geopotential number by the normal gravity value computed on the
 GD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0389.degrees latitude (g = 980.6199 gals.).
 GD0389
 GD0389.The modeled gravity was interpolated from observed gravity values.
 GD0389
 GD0389;                    North         East    Units  Estimated Accuracy
 GD0389;SPC TN       -   192,130.      331,010.      MT  (+/- 180 meters Scaled)
 GD0389
 GD0389                          SUPERSEDED SURVEY CONTROL
 GD0389
 GD0389  NGVD 29 (??/??/??)  103.124  (m)          338.33   (f) ADJUSTED    2 0
 GD0389
 GD0389.Superseded values are not recommended for survey control.
 GD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0389.See file dsdata.txt to determine how the superseded data were derived.
 GD0389
 GD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE211888(NAD 83)
 GD0389_MARKER: DB = BENCH MARK DISK
 GD0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0389_STAMPING: S 14 1935
 GD0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0389+STABILITY: SURFACE MOTION
 GD0389
 GD0389  HISTORY     - Date     Condition        Report By
 GD0389  HISTORY     - 1935     MONUMENTED       CGS
 GD0389  HISTORY     - 1967     GOOD             CGS
 GD0389  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD0389
 GD0389                          STATION DESCRIPTION
 GD0389
 GD0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0389'2.8 MI S FROM DYER.
 GD0389'THE MARK IS ABOUT 2.8 MILES SOUTH ALONG THE MOBILE AND OHIO
 GD0389'RAILROAD FROM THE STATION AT DYER, AT MILEAGE 418.5 AT A PUBLIC
 GD0389'ROAD CROSSING, 60 FEET EAST OF THE CENTER OF THE TRACK, 40 FEET
 GD0389'SOUTH OF THE APPROXIMATE CENTER OF AN OILED ROAD, 13 FEET SOUTH
 GD0389'OF A V FENCE CORNER POST, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 GD0389'ABOUT 0.5 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GD0389'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH,
 GD0389'SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD0389'STAMPED S 14 1935.
 GD0389
 GD0389                          STATION RECOVERY (2002)
 GD0389
 GD0389'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0512 ***********************************************************************
 FC0512  DESIGNATION -  S 15
 FC0512  PID         -  FC0512
 FC0512  STATE/COUNTY-  TN/MCMINN
 FC0512  USGS QUAD   -  ATHENS (1990)
 FC0512
 FC0512                         *CURRENT SURVEY CONTROL
 FC0512  ___________________________________________________________________
 FC0512* NAD 83(1986)-  35 26 29.     (N)    084 35 32.     (W)     SCALED    
 FC0512* NAVD 88     -       261.487  (meters)     857.90   (feet)  ADJUSTED  
 FC0512  ___________________________________________________________________
 FC0512  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0512  DYNAMIC HT  -         261.233 (meters)     857.06  (feet)  COMP
 FC0512  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 FC0512
 FC0512  VERT ORDER  -  FIRST     CLASS I
 FC0512
 FC0512.The horizontal coordinates were scaled from a topographic map and have
 FC0512.an estimated accuracy of +/- 6 seconds.
 FC0512
 FC0512.The orthometric height was determined by differential leveling
 FC0512.and adjusted by the National Geodetic Survey in June 1991..
 FC0512
 FC0512.The geoid height was determined by GEOID03.
 FC0512
 FC0512.The dynamic height is computed by dividing the NAVD 88
 FC0512.geopotential number by the normal gravity value computed on the
 FC0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0512.degrees latitude (g = 980.6199 gals.).
 FC0512
 FC0512.The modeled gravity was interpolated from observed gravity values.
 FC0512
 FC0512;                    North         East    Units  Estimated Accuracy
 FC0512;SPC TN       -   123,860.      727,810.      MT  (+/- 180 meters Scaled)
 FC0512
 FC0512                          SUPERSEDED SURVEY CONTROL
 FC0512
 FC0512  NGVD 29 (??/??/92)  261.539  (m)          858.07   (f) ADJ UNCH    1 1
 FC0512
 FC0512.Superseded values are not recommended for survey control.
 FC0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0512.See file dsdata.txt to determine how the superseded data were derived.
 FC0512
 FC0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE185246(NAD 83)
 FC0512_MARKER: DB = BENCH MARK DISK
 FC0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0512_STAMPING: S 15 1933
 FC0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0512+STABILITY: SURFACE MOTION
 FC0512
 FC0512  HISTORY     - Date     Condition        Report By
 FC0512  HISTORY     - 1933     MONUMENTED       CGS
 FC0512  HISTORY     - 1968     GOOD             NGS
 FC0512
 FC0512                          STATION DESCRIPTION
 FC0512
 FC0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0512'AT ATHENS.
 FC0512'AT ATHENS, ABOUT 0.1 MILE SOUTH ALONG JACKSON STREET FROM THE
 FC0512'COUNTY COURTHOUSE, ABOUT 43 FEET EAST OF THE EAST CURB OF THE
 FC0512'STREET, UNDER THE FLOOR OF THE MC MINN SUPPLY AND FURNITURE
 FC0512'COMPANY WAREHOUSE (A ONE STORY CONCRETE BLOCK BUILDING), 6.2
 FC0512'FEET SOUTH OF THE SOUTH FACE OF THE NORTH WALL, 8.4 FEET WEST
 FC0512'OF THE WEST FACE OF THE EAST WALL, ABOUT LEVEL WITH THE STREET,
 FC0512'ABOUT 3 FEET BELOW THE LEVEL OF THE FLOOR, AND SET IN THE TOP
 FC0512'OF A CONCRETE POST FLUSH WITH GROUND, ACCESS TO WHICH IS HAD
 FC0512'THROUGH A 2-BY-1 1/2-FOOT TRAP DOOR IN THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1754 ***********************************************************************
 FE1754  DESIGNATION -  S 152
 FE1754  PID         -  FE1754
 FE1754  STATE/COUNTY-  TN/DYER
 FE1754  USGS QUAD   -  KNOB CREEK (1972)
 FE1754
 FE1754                         *CURRENT SURVEY CONTROL
 FE1754  ___________________________________________________________________
 FE1754* NAD 83(1986)-  35 58 50.     (N)    089 35 59.     (W)     SCALED    
 FE1754* NAVD 88     -        79.452  (meters)     260.67   (feet)  ADJUSTED  
 FE1754  ___________________________________________________________________
 FE1754  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE1754  DYNAMIC HT  -          79.385 (meters)     260.45  (feet)  COMP
 FE1754  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 FE1754
 FE1754  VERT ORDER  -  SECOND    CLASS 0
 FE1754
 FE1754.The horizontal coordinates were scaled from a topographic map and have
 FE1754.an estimated accuracy of +/- 6 seconds.
 FE1754
 FE1754.The orthometric height was determined by differential leveling
 FE1754.and adjusted by the National Geodetic Survey in June 1991..
 FE1754
 FE1754.The geoid height was determined by GEOID03.
 FE1754
 FE1754.The dynamic height is computed by dividing the NAVD 88
 FE1754.geopotential number by the normal gravity value computed on the
 FE1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1754.degrees latitude (g = 980.6199 gals.).
 FE1754
 FE1754.The modeled gravity was interpolated from observed gravity values.
 FE1754
 FE1754;                    North         East    Units  Estimated Accuracy
 FE1754;SPC TN       -   188,730.      275,450.      MT  (+/- 180 meters Scaled)
 FE1754
 FE1754                          SUPERSEDED SURVEY CONTROL
 FE1754
 FE1754  NGVD 29 (??/??/??)   79.393  (m)          260.48   (f) ADJUSTED    2 0
 FE1754
 FE1754.Superseded values are not recommended for survey control.
 FE1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1754.See file dsdata.txt to determine how the superseded data were derived.
 FE1754
 FE1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE656849(NAD 83)
 FE1754_MARKER: DB = BENCH MARK DISK
 FE1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1754_STAMPING: S 152 1943
 FE1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1754+STABILITY: SURFACE MOTION
 FE1754
 FE1754  HISTORY     - Date     Condition        Report By
 FE1754  HISTORY     - 1943     MONUMENTED       CGS
 FE1754  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1754
 FE1754                          STATION DESCRIPTION
 FE1754
 FE1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1754'8.2 MI NE FROM HALES POINT.
 FE1754'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE
 FE1754'PUBLIC SCHOOL AT HALES POINT, LAUDERDALE COUNTY, THENCE 5.1 MILES
 FE1754'NORTH ALONG A PAVED ROAD, 90 FEET EAST OF THE NORTHEAST CORNER
 FE1754'OF A FRAMEHOUSE, 63 FEET WEST OF THE CENTERLINE OF THE ROAD, 4
 FE1754'FEET NORTH OF A 9-INCH ELM TREE, 3 FEET SOUTH OF A WHITE WOODEN
 FE1754'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FE1754'S 152 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 FE1754'FOOT ABOVE GROUND.
 FE1754
 FE1754                          STATION RECOVERY (2002)
 FE1754
 FE1754'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0465 ***********************************************************************
 FE0465  DESIGNATION -  S 154
 FE0465  PID         -  FE0465
 FE0465  STATE/COUNTY-  TN/HARDEMAN
 FE0465  USGS QUAD   -  POCAHONTAS (1950)
 FE0465
 FE0465                         *CURRENT SURVEY CONTROL
 FE0465  ___________________________________________________________________
 FE0465* NAD 83(1986)-  35 03 39.     (N)    088 50 30.     (W)     SCALED    
 FE0465* NAVD 88     -       116.416  (meters)     381.94   (feet)  ADJUSTED  
 FE0465  ___________________________________________________________________
 FE0465  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0465  DYNAMIC HT  -         116.306 (meters)     381.58  (feet)  COMP
 FE0465  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FE0465
 FE0465  VERT ORDER  -  FIRST     CLASS II
 FE0465
 FE0465.The horizontal coordinates were scaled from a topographic map and have
 FE0465.an estimated accuracy of +/- 6 seconds.
 FE0465
 FE0465.The orthometric height was determined by differential leveling
 FE0465.and adjusted by the National Geodetic Survey in June 1991..
 FE0465
 FE0465.The geoid height was determined by GEOID03.
 FE0465
 FE0465.The dynamic height is computed by dividing the NAVD 88
 FE0465.geopotential number by the normal gravity value computed on the
 FE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0465.degrees latitude (g = 980.6199 gals.).
 FE0465
 FE0465.The modeled gravity was interpolated from observed gravity values.
 FE0465
 FE0465;                    North         East    Units  Estimated Accuracy
 FE0465;SPC TN       -    84,480.      340,810.      MT  (+/- 180 meters Scaled)
 FE0465
 FE0465                          SUPERSEDED SURVEY CONTROL
 FE0465
 FE0465  NGVD 29 (??/??/??)  116.394  (m)          381.87   (f) ADJUSTED    1 2
 FE0465
 FE0465.Superseded values are not recommended for survey control.
 FE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0465.See file dsdata.txt to determine how the superseded data were derived.
 FE0465
 FE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD320813(NAD 83)
 FE0465_MARKER: DB = BENCH MARK DISK
 FE0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0465_STAMPING: S 154 1944
 FE0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0465+STABILITY: SURFACE MOTION
 FE0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0465+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 FE0465
 FE0465  HISTORY     - Date     Condition        Report By
 FE0465  HISTORY     - 1944     MONUMENTED       CGS
 FE0465  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0465  HISTORY     - 20050307 GOOD             TVA
 FE0465
 FE0465                          STATION DESCRIPTION
 FE0465
 FE0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0465'2.3 MI E FROM POCAHONTAS.
 FE0465'2.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0465'POCAHONTAS, HARDEMAN COUNTY, 35 RAILS EAST OF MILEPOST 480,
 FE0465'200 FEET EAST OF A FARM-ROAD CROSSING, 35 RAILS EAST OF
 FE0465'MILEPOST 480, 200 FEET EAST OF A FARM-ROAD CROSSING, NORTH ACROSS
 FE0465'THE TRACK FROM A CONCRETE RELAY BOX, 2 FEET EAST OF A WHITE
 FE0465'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 FE0465'DISK, STAMPED S 154 1944 AND SET IN THE TOP OF A CONCRETE POST.
 FE0465
 FE0465                          STATION RECOVERY (1983)
 FE0465
 FE0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0465'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 FE0465'CONSTRUCTED.
 FE0465
 FE0465                          STATION RECOVERY (2005)
 FE0465
 FE0465'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 FE0465'RTK GPS POSITION N35 03 40.0 W88 50 30.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0281 ***********************************************************************
 FE0281  DESIGNATION -  S 155
 FE0281  PID         -  FE0281
 FE0281  STATE/COUNTY-  TN/HARDIN
 FE0281  USGS QUAD   -  COUNCE (1984)
 FE0281
 FE0281                         *CURRENT SURVEY CONTROL
 FE0281  ___________________________________________________________________
 FE0281* NAD 83(1986)-  35 02 32.     (N)    088 16 24.     (W)     SCALED    
 FE0281* NAVD 88     -       144.985  (meters)     475.67   (feet)  ADJUSTED  
 FE0281  ___________________________________________________________________
 FE0281  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE0281  DYNAMIC HT  -         144.851 (meters)     475.23  (feet)  COMP
 FE0281  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 FE0281
 FE0281  VERT ORDER  -  FIRST     CLASS II
 FE0281
 FE0281.The horizontal coordinates were scaled from a topographic map and have
 FE0281.an estimated accuracy of +/- 6 seconds.
 FE0281
 FE0281.The orthometric height was determined by differential leveling
 FE0281.and adjusted by the National Geodetic Survey in June 1991..
 FE0281
 FE0281.The geoid height was determined by GEOID03.
 FE0281
 FE0281.The dynamic height is computed by dividing the NAVD 88
 FE0281.geopotential number by the normal gravity value computed on the
 FE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0281.degrees latitude (g = 980.6199 gals.).
 FE0281
 FE0281.The modeled gravity was interpolated from observed gravity values.
 FE0281
 FE0281;                    North         East    Units  Estimated Accuracy
 FE0281;SPC TN       -    81,060.      392,590.      MT  (+/- 180 meters Scaled)
 FE0281
 FE0281                          SUPERSEDED SURVEY CONTROL
 FE0281
 FE0281  NGVD 29 (??/??/??)  144.992  (m)          475.69   (f) ADJUSTED    1 2
 FE0281
 FE0281.Superseded values are not recommended for survey control.
 FE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0281.See file dsdata.txt to determine how the superseded data were derived.
 FE0281
 FE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD838784(NAD 83)
 FE0281_MARKER: DB = BENCH MARK DISK
 FE0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0281_SP_SET: CULVERT
 FE0281_STAMPING: S 155 1944
 FE0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0281
 FE0281  HISTORY     - Date     Condition        Report By
 FE0281  HISTORY     - 1944     MONUMENTED       CGS
 FE0281  HISTORY     - 1947     GOOD             CGS
 FE0281  HISTORY     - 1970     GOOD             NGS
 FE0281
 FE0281                          STATION DESCRIPTION
 FE0281
 FE0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0281'AT COUNCE.
 FE0281'AT COUNCE, AT THE JUNCTION OF THE HAMBURG ROAD AND STATE HIGHWAY
 FE0281'57, 127 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 FE0281'CORNER OF THE POST OFFICE, 88 FEET WEST OF THE CENTER LINE OF THE
 FE0281'HAMBURG ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 FE0281'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 FE0281'A 3-FOOT CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY AND ABOUT
 FE0281'4 FEET BELOW THE HIGHWAY.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTH
 FE0281'OF MARKER.
 FE0281
 FE0281                          STATION RECOVERY (1970)
 FE0281
 FE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FE0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1130 ***********************************************************************
 FE1130  DESIGNATION -  S 157
 FE1130  PID         -  FE1130
 FE1130  STATE/COUNTY-  TN/SHELBY
 FE1130  USGS QUAD   -  COLLIERVILLE (1965)
 FE1130
 FE1130                         *CURRENT SURVEY CONTROL
 FE1130  ___________________________________________________________________
 FE1130* NAD 83(1986)-  35 03 19.     (N)    089 44 22.     (W)     SCALED    
 FE1130* NAVD 88     -       108.727  (meters)     356.72   (feet)  ADJUSTED  
 FE1130  ___________________________________________________________________
 FE1130  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE1130  DYNAMIC HT  -         108.626 (meters)     356.38  (feet)  COMP
 FE1130  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 FE1130
 FE1130  VERT ORDER  -  FIRST     CLASS II
 FE1130
 FE1130.The horizontal coordinates were scaled from a topographic map and have
 FE1130.an estimated accuracy of +/- 6 seconds.
 FE1130
 FE1130.The orthometric height was determined by differential leveling
 FE1130.and adjusted by the National Geodetic Survey in June 1991..
 FE1130
 FE1130.The geoid height was determined by GEOID03.
 FE1130
 FE1130.The dynamic height is computed by dividing the NAVD 88
 FE1130.geopotential number by the normal gravity value computed on the
 FE1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1130.degrees latitude (g = 980.6199 gals.).
 FE1130
 FE1130.The modeled gravity was interpolated from observed gravity values.
 FE1130
 FE1130;                    North         East    Units  Estimated Accuracy
 FE1130;SPC TN       -    86,620.      258,930.      MT  (+/- 180 meters Scaled)
 FE1130
 FE1130                          SUPERSEDED SURVEY CONTROL
 FE1130
 FE1130  NGVD 29 (??/??/??)  108.682  (m)          356.57   (f) ADJUSTED    1 2
 FE1130
 FE1130.Superseded values are not recommended for survey control.
 FE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1130.See file dsdata.txt to determine how the superseded data were derived.
 FE1130
 FE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD501826(NAD 83)
 FE1130_MARKER: DB = BENCH MARK DISK
 FE1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1130_SP_SET: CULVERT
 FE1130_STAMPING: S 157 1944
 FE1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1130
 FE1130  HISTORY     - Date     Condition        Report By
 FE1130  HISTORY     - 1944     MONUMENTED       CGS
 FE1130  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1130
 FE1130                          STATION DESCRIPTION
 FE1130
 FE1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1130'4.3 MI W FROM COLLIERVILLE.
 FE1130'ABOUT 4.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1130'AT COLLIERVILLE, SHELBY COUNTY, ABOUT 1/4 MILE NORTHWEST OF
 FE1130'MILEPOST 532, 52 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 FE1130'AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 72, IN THE TOP OF THE
 FE1130'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 17.4 FEET SOUTHWEST OF
 FE1130'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE
 FE1130'TRACK.  NOTE-- NO CULVERT COULD BE FOUND IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0517 ***********************************************************************
 FE0517  DESIGNATION -  S 158
 FE0517  PID         -  FE0517
 FE0517  STATE/COUNTY-  TN/MCNAIRY
 FE0517  USGS QUAD   -  MASSEYVILLE (1961)
 FE0517
 FE0517                         *CURRENT SURVEY CONTROL
 FE0517  ___________________________________________________________________
 FE0517* NAD 83(1986)-  35 17 53.     (N)    088 38 01.     (W)     SCALED    
 FE0517* NAVD 88     -       141.535  (meters)     464.35   (feet)  ADJUSTED  
 FE0517  ___________________________________________________________________
 FE0517  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0517  DYNAMIC HT  -         141.404 (meters)     463.92  (feet)  COMP
 FE0517  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0517
 FE0517  VERT ORDER  -  FIRST     CLASS II
 FE0517
 FE0517.The horizontal coordinates were scaled from a topographic map and have
 FE0517.an estimated accuracy of +/- 6 seconds.
 FE0517
 FE0517.The orthometric height was determined by differential leveling
 FE0517.and adjusted by the National Geodetic Survey in June 1991..
 FE0517
 FE0517.The geoid height was determined by GEOID03.
 FE0517
 FE0517.The dynamic height is computed by dividing the NAVD 88
 FE0517.geopotential number by the normal gravity value computed on the
 FE0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0517.degrees latitude (g = 980.6199 gals.).
 FE0517
 FE0517.The modeled gravity was interpolated from observed gravity values.
 FE0517
 FE0517;                    North         East    Units  Estimated Accuracy
 FE0517;SPC TN       -   110,260.      360,490.      MT  (+/- 180 meters Scaled)
 FE0517
 FE0517                          SUPERSEDED SURVEY CONTROL
 FE0517
 FE0517  NGVD 29 (??/??/??)  141.539  (m)          464.37   (f) ADJUSTED    1 2
 FE0517
 FE0517.Superseded values are not recommended for survey control.
 FE0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0517.See file dsdata.txt to determine how the superseded data were derived.
 FE0517
 FE0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE514073(NAD 83)
 FE0517_MARKER: DB = BENCH MARK DISK
 FE0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0517_SP_SET: CONCRETE BASE
 FE0517_STAMPING: S 158 1944
 FE0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0517
 FE0517  HISTORY     - Date     Condition        Report By
 FE0517  HISTORY     - 1944     MONUMENTED       CGS
 FE0517  HISTORY     - 1948     GOOD             CGS
 FE0517  HISTORY     - 1973     GOOD             TVA
 FE0517
 FE0517                          STATION DESCRIPTION
 FE0517
 FE0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0517'1.2 MI S FROM MCNAIRY.
 FE0517'ABOUT 1.15 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0517'FROM THE STATION AT MCNAIRY , ABOUT 0.25 MILE SOUTH OF MILE
 FE0517'POST 358, ABOUT 0.1 MILE SOUTH OF A SIGN STATION 1 MILE, SET IN
 FE0517'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK
 FE0517'SIGNAL NO. 357.6, 7.5 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL
 FE0517'WITH THE TRACK.
 FE0517
 FE0517                          STATION RECOVERY (1973)
 FE0517
 FE0517'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0756 ***********************************************************************
 FE0756  DESIGNATION -  S 159
 FE0756  PID         -  FE0756
 FE0756  STATE/COUNTY-  TN/MADISON
 FE0756  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0756
 FE0756                         *CURRENT SURVEY CONTROL
 FE0756  ___________________________________________________________________
 FE0756* NAD 83(1986)-  35 31 34.     (N)    088 45 00.     (W)     SCALED    
 FE0756* NAVD 88     -       117.257  (meters)     384.70   (feet)  ADJUSTED  
 FE0756  ___________________________________________________________________
 FE0756  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0756  DYNAMIC HT  -         117.151 (meters)     384.35  (feet)  COMP
 FE0756  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 FE0756
 FE0756  VERT ORDER  -  FIRST     CLASS II
 FE0756
 FE0756.The horizontal coordinates were scaled from a topographic map and have
 FE0756.an estimated accuracy of +/- 6 seconds.
 FE0756
 FE0756.The orthometric height was determined by differential leveling
 FE0756.and adjusted by the National Geodetic Survey in June 1991..
 FE0756
 FE0756.The geoid height was determined by GEOID03.
 FE0756
 FE0756.The dynamic height is computed by dividing the NAVD 88
 FE0756.geopotential number by the normal gravity value computed on the
 FE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0756.degrees latitude (g = 980.6199 gals.).
 FE0756
 FE0756.The modeled gravity was interpolated from observed gravity values.
 FE0756
 FE0756;                    North         East    Units  Estimated Accuracy
 FE0756;SPC TN       -   135,840.      350,620.      MT  (+/- 180 meters Scaled)
 FE0756
 FE0756                          SUPERSEDED SURVEY CONTROL
 FE0756
 FE0756  NGVD 29 (??/??/??)  117.284  (m)          384.79   (f) ADJUSTED    1 2
 FE0756
 FE0756.Superseded values are not recommended for survey control.
 FE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0756.See file dsdata.txt to determine how the superseded data were derived.
 FE0756
 FE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE413327(NAD 83)
 FE0756_MARKER: DB = BENCH MARK DISK
 FE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0756_STAMPING: S 159 1944
 FE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0756+STABILITY: SURFACE MOTION
 FE0756
 FE0756  HISTORY     - Date     Condition        Report By
 FE0756  HISTORY     - 1944     MONUMENTED       CGS
 FE0756  HISTORY     - 1948     GOOD             CGS
 FE0756
 FE0756                          STATION DESCRIPTION
 FE0756
 FE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0756'3 MI N FROM PINSON.
 FE0756'ABOUT 3.0 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0756'FROM THE STATION AT PINSON, ABOUT 0.2 MILE SOUTH OF MILE POST
 FE0756'378, AT A FIELD ROAD CROSSING, 27.8 FEET WEST OF THE WEST RAIL,
 FE0756'13 FEET NORTH OF THE CENTER LINE OF THE FIELD ROAD, 19.8 FEET
 FE0756'EAST-NORTHEAST OF A 28-INCH OAK TREE, 23 FEET EAST OF THE R/W
 FE0756'FENCE, 65.5 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A
 FE0756'WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND SET
 FE0756'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0047 ***********************************************************************
 EE0047  DESIGNATION -  S 16
 EE0047  PID         -  EE0047
 EE0047  STATE/COUNTY-  TN/POLK
 EE0047  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0047
 EE0047                         *CURRENT SURVEY CONTROL
 EE0047  ___________________________________________________________________
 EE0047* NAD 83(1986)-  34 59 23.     (N)    084 22 23.     (W)     SCALED    
 EE0047* NAVD 88     -       448.341  (meters)    1470.93   (feet)  ADJUSTED  
 EE0047  ___________________________________________________________________
 EE0047  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0047  DYNAMIC HT  -         447.885 (meters)    1469.44  (feet)  COMP
 EE0047  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 EE0047
 EE0047  VERT ORDER  -  SECOND    CLASS 0
 EE0047
 EE0047.The horizontal coordinates were scaled from a topographic map and have
 EE0047.an estimated accuracy of +/- 6 seconds.
 EE0047
 EE0047.The orthometric height was determined by differential leveling
 EE0047.and adjusted by the National Geodetic Survey in June 1991..
 EE0047
 EE0047.The geoid height was determined by GEOID03.
 EE0047
 EE0047.The dynamic height is computed by dividing the NAVD 88
 EE0047.geopotential number by the normal gravity value computed on the
 EE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0047.degrees latitude (g = 980.6199 gals.).
 EE0047
 EE0047.The modeled gravity was interpolated from observed gravity values.
 EE0047
 EE0047;                    North         East    Units  Estimated Accuracy
 EE0047;SPC TN       -    74,060.      748,540.      MT  (+/- 180 meters Scaled)
 EE0047
 EE0047                          SUPERSEDED SURVEY CONTROL
 EE0047
 EE0047  NGVD 29 (??/??/92)  448.372  (m)         1471.03   (f) ADJ UNCH    2 0
 EE0047
 EE0047.Superseded values are not recommended for survey control.
 EE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0047.See file dsdata.txt to determine how the superseded data were derived.
 EE0047
 EE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD397750(NAD 83)
 EE0047_MARKER: DB = BENCH MARK DISK
 EE0047_SETTING: 80 = SET IN A BOULDER
 EE0047_STAMPING: S 16 1933
 EE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0047+STABILITY: SURFACE MOTION
 EE0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0047+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 EE0047
 EE0047  HISTORY     - Date     Condition        Report By
 EE0047  HISTORY     - 1933     MONUMENTED       CGS
 EE0047  HISTORY     - 1951     GOOD             NGS
 EE0047  HISTORY     - 20010315 GOOD             LOCSUR
 EE0047
 EE0047                          STATION DESCRIPTION
 EE0047
 EE0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EE0047'AT COPPERHILL.
 EE0047'AT COPPERHILL, POLK COUNTY, NEAR THE LOUISVILLE AND NASHVILLE
 EE0047'RAILROAD STATION, 225 FEET EAST OF RAILROAD CROSSING, DIRECTLY
 EE0047'IN FRONT OF FORD MOTOR COMPANY, 49.2 FEET NORTHEAST OF THE
 EE0047'CENTERLINE OF STATE HIGHWAY 68 (FORMERLY STATE HIGHWAY 40), 24.2
 EE0047'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, IN THE
 EE0047'TOP OF A BOULDER, AND 4 FEET HIGHER THAN THE RAIL.
 EE0047
 EE0047                          STATION RECOVERY (2001)
 EE0047
 EE0047'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 EE0047'FOUND IN GOOD CONDITION 225 FEET EAST OF CSX RAILROAD CROSSING OF
 EE0047'HIGHWAY 68 IN COPPERHILL. CROSSING IS IN FRONT OF ROGER AND CAROL'S
 EE0047'DINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0683 ***********************************************************************
 FE0683  DESIGNATION -  S 160
 FE0683  PID         -  FE0683
 FE0683  STATE/COUNTY-  TN/GIBSON
 FE0683  USGS QUAD   -  MILAN (1983)
 FE0683
 FE0683                         *CURRENT SURVEY CONTROL
 FE0683  ___________________________________________________________________
 FE0683* NAD 83(1986)-  35 55 10.     (N)    088 45 40.     (W)     SCALED    
 FE0683* NAVD 88     -       129.307  (meters)     424.23   (feet)  ADJUSTED  
 FE0683  ___________________________________________________________________
 FE0683  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0683  DYNAMIC HT  -         129.196 (meters)     423.87  (feet)  COMP
 FE0683  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0683
 FE0683  VERT ORDER  -  FIRST     CLASS II
 FE0683
 FE0683.The horizontal coordinates were scaled from a topographic map and have
 FE0683.an estimated accuracy of +/- 6 seconds.
 FE0683
 FE0683.The orthometric height was determined by differential leveling
 FE0683.and adjusted by the National Geodetic Survey in June 1991..
 FE0683
 FE0683.The geoid height was determined by GEOID03.
 FE0683
 FE0683.The dynamic height is computed by dividing the NAVD 88
 FE0683.geopotential number by the normal gravity value computed on the
 FE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0683.degrees latitude (g = 980.6199 gals.).
 FE0683
 FE0683.The modeled gravity was interpolated from observed gravity values.
 FE0683
 FE0683;                    North         East    Units  Estimated Accuracy
 FE0683;SPC TN       -   179,490.      350,840.      MT  (+/- 180 meters Scaled)
 FE0683
 FE0683                          SUPERSEDED SURVEY CONTROL
 FE0683
 FE0683  NGVD 29 (??/??/??)  129.360  (m)          424.41   (f) ADJUSTED    1 2
 FE0683
 FE0683.Superseded values are not recommended for survey control.
 FE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0683.See file dsdata.txt to determine how the superseded data were derived.
 FE0683
 FE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE411764(NAD 83)
 FE0683_MARKER: DB = BENCH MARK DISK
 FE0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0683_STAMPING: S 160 1944
 FE0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0683+STABILITY: SURFACE MOTION
 FE0683
 FE0683  HISTORY     - Date     Condition        Report By
 FE0683  HISTORY     - 1944     MONUMENTED       CGS
 FE0683  HISTORY     - 1948     GOOD             CGS
 FE0683  HISTORY     - 20020914 POOR             USACE
 FE0683
 FE0683                          STATION DESCRIPTION
 FE0683
 FE0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0683'AT MILAN.
 FE0683'AT MILAN, 100.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 FE0683'INTERSECTION OF THE ILLINOIS CENTRAL AND THE LOUISVILLE AND
 FE0683'NASHVILLE RAILROADS, 57 FEET WEST AND ACROSS THE I.C. RR FROM THE
 FE0683'SOUTHWEST CORNER OF THE L. AND N. RAILROAD STATION, 13.2 FEET
 FE0683'NORTH-NORTHWEST OF THE NORTHEAST LEG OF AN I.C. RR WATER TOWER,
 FE0683'SET IN THE TOP OF THE NORTHEAST CORNER OF A 4 BY 13-FOOT
 FE0683'CONCRETE FOUNDATION.
 FE0683
 FE0683                          STATION RECOVERY (2002)
 FE0683
 FE0683'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0683'MARK DESTROYED. FOUND 4 BY 13 CONCRETE FOUNDATION. ENTIRE N END
 FE0683'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0350 ***********************************************************************
 GD0350  DESIGNATION -  S 161
 GD0350  PID         -  GD0350
 GD0350  STATE/COUNTY-  TN/WEAKLEY
 GD0350  USGS QUAD   -  GREENFIELD (1985)
 GD0350
 GD0350                         *CURRENT SURVEY CONTROL
 GD0350  ___________________________________________________________________
 GD0350* NAD 83(1986)-  36 12 13.     (N)    088 48 26.     (W)     SCALED    
 GD0350* NAVD 88     -        98.055  (meters)     321.70   (feet)  ADJUSTED  
 GD0350  ___________________________________________________________________
 GD0350  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0350  DYNAMIC HT  -          97.973 (meters)     321.43  (feet)  COMP
 GD0350  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GD0350
 GD0350  VERT ORDER  -  FIRST     CLASS II
 GD0350
 GD0350.The horizontal coordinates were scaled from a topographic map and have
 GD0350.an estimated accuracy of +/- 6 seconds.
 GD0350
 GD0350.The orthometric height was determined by differential leveling
 GD0350.and adjusted by the National Geodetic Survey in June 1991..
 GD0350
 GD0350.The geoid height was determined by GEOID03.
 GD0350
 GD0350.The dynamic height is computed by dividing the NAVD 88
 GD0350.geopotential number by the normal gravity value computed on the
 GD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0350.degrees latitude (g = 980.6199 gals.).
 GD0350
 GD0350.The modeled gravity was interpolated from observed gravity values.
 GD0350
 GD0350;                    North         East    Units  Estimated Accuracy
 GD0350;SPC TN       -   211,130.      347,590.      MT  (+/- 180 meters Scaled)
 GD0350
 GD0350                          SUPERSEDED SURVEY CONTROL
 GD0350
 GD0350  NGVD 29 (??/??/??)   98.083  (m)          321.79   (f) ADJUSTED    1 2
 GD0350
 GD0350.Superseded values are not recommended for survey control.
 GD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0350.See file dsdata.txt to determine how the superseded data were derived.
 GD0350
 GD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF375080(NAD 83)
 GD0350_MARKER: DB = BENCH MARK DISK
 GD0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0350_STAMPING: S 161 1944
 GD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0350+STABILITY: SURFACE MOTION
 GD0350
 GD0350  HISTORY     - Date     Condition        Report By
 GD0350  HISTORY     - 1944     MONUMENTED       CGS
 GD0350  HISTORY     - 1948     GOOD             CGS
 GD0350  HISTORY     - 1967     GOOD             CGS
 GD0350
 GD0350                          STATION DESCRIPTION
 GD0350
 GD0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0350'2.4 MI S FROM SHARON.
 GD0350'ABOUT 2.45 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0350'THE STATION AT SHARON, ABOUT 100 YARDS NORTH OF MILE POST C 428,
 GD0350'14 YARDS SOUTH OF THE SOUTH END OF THE TRESTLE ACROSS MAIN
 GD0350'CANAL OF OBION CREEK, SET VERTICALLY IN THE NORTH FACE OF THE
 GD0350'CONCRETE FOUNDATION OF A RELAY BOX, 7.5 FEET WEST OF THE WEST
 GD0350'RAIL AND ABOUT 1 FOOT BELOW THE TRACK.  NOTE-- MARK IS ABOUT 3.5
 GD0350'MILES NORTH OF THE STATION AT GREENFIELD.
 GD0350
 GD0350                          STATION RECOVERY (1967)
 GD0350
 GD0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0710 ***********************************************************************
 GA0710  DESIGNATION -  S 162
 GA0710  PID         -  GA0710
 GA0710  STATE/COUNTY-  TN/HAWKINS
 GA0710  USGS QUAD   -  STONY POINT (1971)
 GA0710
 GA0710                         *CURRENT SURVEY CONTROL
 GA0710  ___________________________________________________________________
 GA0710* NAD 83(1986)-  36 28 21.     (N)    082 50 47.     (W)     SCALED    
 GA0710* NAVD 88     -       352.321  (meters)    1155.91   (feet)  ADJUSTED  
 GA0710  ___________________________________________________________________
 GA0710  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0710  DYNAMIC HT  -         352.002 (meters)    1154.86  (feet)  COMP
 GA0710  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 GA0710
 GA0710  VERT ORDER  -  FIRST     CLASS I
 GA0710
 GA0710.The horizontal coordinates were scaled from a topographic map and have
 GA0710.an estimated accuracy of +/- 6 seconds.
 GA0710
 GA0710.The orthometric height was determined by differential leveling
 GA0710.and adjusted by the National Geodetic Survey in June 1991..
 GA0710
 GA0710.The geoid height was determined by GEOID03.
 GA0710
 GA0710.The dynamic height is computed by dividing the NAVD 88
 GA0710.geopotential number by the normal gravity value computed on the
 GA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0710.degrees latitude (g = 980.6199 gals.).
 GA0710
 GA0710.The modeled gravity was interpolated from observed gravity values.
 GA0710
 GA0710;                    North         East    Units  Estimated Accuracy
 GA0710;SPC TN       -   241,900.      882,590.      MT  (+/- 180 meters Scaled)
 GA0710
 GA0710                          SUPERSEDED SURVEY CONTROL
 GA0710
 GA0710  NGVD 29 (??/??/92)  352.469  (m)         1156.39   (f) ADJ UNCH    1 1
 GA0710
 GA0710.Superseded values are not recommended for survey control.
 GA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0710.See file dsdata.txt to determine how the superseded data were derived.
 GA0710
 GA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA345379(NAD 83)
 GA0710_MARKER: DB = BENCH MARK DISK
 GA0710_SETTING: 66 = SET IN ROCK OUTCROP
 GA0710_SP_SET: ROCK OUTCROP
 GA0710_STAMPING: S 162 1967
 GA0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0710+STABILITY: POSITION/ELEVATION WELL
 GA0710
 GA0710  HISTORY     - Date     Condition        Report By
 GA0710  HISTORY     - 1967     MONUMENTED       CGS
 GA0710
 GA0710                          STATION DESCRIPTION
 GA0710
 GA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0710'0.6 MI NE FROM SURGOINSVILLE.
 GA0710'ABOUT 0.55 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0710'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.3 MILE WEST
 GA0710'OF A RAILROAD OVERPASS FOR A ROAD, 160 FEET WEST OF MILEPOST
 GA0710'63, SET IN THE TOP OF A LEDGE AT THE FOOT OF A SLANTING ROCK
 GA0710'OUTCROP, 9 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND
 GA0710'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1871 ***********************************************************************
 GA1871  DESIGNATION -  S 163
 GA1871  PID         -  GA1871
 GA1871  STATE/COUNTY-  TN/HAMBLEN
 GA1871  USGS QUAD   -  MORRISTOWN (1979)
 GA1871
 GA1871                         *CURRENT SURVEY CONTROL
 GA1871  ___________________________________________________________________
 GA1871* NAD 83(1986)-  36 13 08.     (N)    083 16 38.     (W)     SCALED    
 GA1871* NAVD 88     -       393.783  (meters)    1291.94   (feet)  ADJUSTED  
 GA1871  ___________________________________________________________________
 GA1871  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1871  DYNAMIC HT  -         393.420 (meters)    1290.75  (feet)  COMP
 GA1871  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 GA1871
 GA1871  VERT ORDER  -  FIRST     CLASS I
 GA1871
 GA1871.The horizontal coordinates were scaled from a topographic map and have
 GA1871.an estimated accuracy of +/- 6 seconds.
 GA1871
 GA1871.The orthometric height was determined by differential leveling
 GA1871.and adjusted by the National Geodetic Survey in June 1991..
 GA1871
 GA1871.The geoid height was determined by GEOID03.
 GA1871
 GA1871.The dynamic height is computed by dividing the NAVD 88
 GA1871.geopotential number by the normal gravity value computed on the
 GA1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1871.degrees latitude (g = 980.6199 gals.).
 GA1871
 GA1871.The modeled gravity was interpolated from observed gravity values.
 GA1871
 GA1871;                    North         East    Units  Estimated Accuracy
 GA1871;SPC TN       -   212,610.      844,780.      MT  (+/- 180 meters Scaled)
 GA1871
 GA1871                          SUPERSEDED SURVEY CONTROL
 GA1871
 GA1871  NGVD 29 (??/??/92)  393.914  (m)         1292.37   (f) ADJ UNCH    1 1
 GA1871
 GA1871.Superseded values are not recommended for survey control.
 GA1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1871.See file dsdata.txt to determine how the superseded data were derived.
 GA1871
 GA1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA953106(NAD 83)
 GA1871_MARKER: DB = BENCH MARK DISK
 GA1871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1871_SP_SET: 15 FEET
 GA1871_STAMPING: S 163 1967
 GA1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1871
 GA1871  HISTORY     - Date     Condition        Report By
 GA1871  HISTORY     - 1967     MONUMENTED       CGS
 GA1871
 GA1871                          STATION DESCRIPTION
 GA1871
 GA1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1871'1.1 MI NE FROM MORRISTOWN.
 GA1871'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY
 GA1871'STREET STATION POST OFFICE AT MORRISTOWN, THENCE 1.0 MILE
 GA1871'NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 130 YARDS
 GA1871'EAST OF THE CROSSING OF THE RAILROAD AND SOUTH LIBERTY HILL ROAD,
 GA1871'214 FEET EAST OF MILEPOST 88, 19 1/2 FEET NORTH OF THE NORTH
 GA1871'RAIL OF THE MAIN TRACK, 89 FEET NORTH AND ACROSS THE TRACK FROM
 GA1871'THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING WHICH HOUSES
 GA1871'THE BERKLINE CORPORATION, 9 FEET WEST OF A TELEPHONE POLE THAT
 GA1871'IS IDENTIFIED BY THE LETTER G, 1.0 FOOT NORTH OF A METAL WITNESS
 GA1871'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 GA1871'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 GA1871'OF 15 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS
 GA1871'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1181 ***********************************************************************
 FB1181  DESIGNATION -  S 164
 FB1181  PID         -  FB1181
 FB1181  STATE/COUNTY-  TN/COCKE
 FB1181  USGS QUAD   -  NEWPORT (1992)
 FB1181
 FB1181                         *CURRENT SURVEY CONTROL
 FB1181  ___________________________________________________________________
 FB1181* NAD 83(1986)-  35 57 12.     (N)    083 08 36.     (W)     SCALED    
 FB1181* NAVD 88     -       347.542  (meters)    1140.23   (feet)  ADJUSTED  
 FB1181  ___________________________________________________________________
 FB1181  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1181  DYNAMIC HT  -         347.212 (meters)    1139.14  (feet)  COMP
 FB1181  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 FB1181
 FB1181  VERT ORDER  -  FIRST     CLASS I
 FB1181
 FB1181.The horizontal coordinates were scaled from a topographic map and have
 FB1181.an estimated accuracy of +/- 6 seconds.
 FB1181
 FB1181.The orthometric height was determined by differential leveling
 FB1181.and adjusted by the National Geodetic Survey in June 1991..
 FB1181
 FB1181.The geoid height was determined by GEOID03.
 FB1181
 FB1181.The dynamic height is computed by dividing the NAVD 88
 FB1181.geopotential number by the normal gravity value computed on the
 FB1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1181.degrees latitude (g = 980.6199 gals.).
 FB1181
 FB1181.The modeled gravity was interpolated from observed gravity values.
 FB1181
 FB1181;                    North         East    Units  Estimated Accuracy
 FB1181;SPC TN       -   183,500.      857,670.      MT  (+/- 180 meters Scaled)
 FB1181
 FB1181                          SUPERSEDED SURVEY CONTROL
 FB1181
 FB1181  NGVD 29 (??/??/92)  347.693  (m)         1140.72   (f) ADJ UNCH    1 1
 FB1181
 FB1181.Superseded values are not recommended for survey control.
 FB1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1181.See file dsdata.txt to determine how the superseded data were derived.
 FB1181
 FB1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV066808(NAD 83)
 FB1181_MARKER: DB = BENCH MARK DISK
 FB1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1181_SP_SET: OVERPASS
 FB1181_STAMPING: S 164 1967
 FB1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1181
 FB1181  HISTORY     - Date     Condition        Report By
 FB1181  HISTORY     - 1967     MONUMENTED       CGS
 FB1181
 FB1181                          STATION DESCRIPTION
 FB1181
 FB1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1181'3 MI SE FROM NEWPORT.
 FB1181'ABOUT 3.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1181'RAILROAD FROM THE STATION AT NEWPORT, 6 1/2 FEET EAST OF THE
 FB1181'EAST RAIL OF THE TRACK, SET IN THE TOP OF THE EAST END OF THE
 FB1181'NORTH CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR U.S. HIGHWAYS
 FB1181'25 AND 70, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1593 ***********************************************************************
 GC1593  DESIGNATION -  S 166
 GC1593  PID         -  GC1593
 GC1593  STATE/COUNTY-  TN/STEWART
 GC1593  USGS QUAD   -  STANDING ROCK (1986)
 GC1593
 GC1593                         *CURRENT SURVEY CONTROL
 GC1593  ___________________________________________________________________
 GC1593* NAD 83(1986)-  36 23 08.     (N)    087 56 59.     (W)     SCALED    
 GC1593* NAVD 88     -       117.627  (meters)     385.91   (feet)  ADJUSTED  
 GC1593  ___________________________________________________________________
 GC1593  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1593  DYNAMIC HT  -         117.529 (meters)     385.59  (feet)  COMP
 GC1593  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GC1593
 GC1593  VERT ORDER  -  FIRST     CLASS II
 GC1593
 GC1593.The horizontal coordinates were scaled from a topographic map and have
 GC1593.an estimated accuracy of +/- 6 seconds.
 GC1593
 GC1593.The orthometric height was determined by differential leveling
 GC1593.and adjusted by the National Geodetic Survey in June 1991..
 GC1593
 GC1593.The geoid height was determined by GEOID03.
 GC1593
 GC1593.The dynamic height is computed by dividing the NAVD 88
 GC1593.geopotential number by the normal gravity value computed on the
 GC1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1593.degrees latitude (g = 980.6199 gals.).
 GC1593
 GC1593.The modeled gravity was interpolated from observed gravity values.
 GC1593
 GC1593;                    North         East    Units  Estimated Accuracy
 GC1593;SPC TN       -   229,440.      425,080.      MT  (+/- 180 meters Scaled)
 GC1593
 GC1593                          SUPERSEDED SURVEY CONTROL
 GC1593
 GC1593  NGVD 29 (??/??/92)  117.663  (m)          386.03   (f) ADJ UNCH    1 2
 GC1593
 GC1593.Superseded values are not recommended for survey control.
 GC1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1593.See file dsdata.txt to determine how the superseded data were derived.
 GC1593
 GC1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF148271(NAD 83)
 GC1593_MARKER: DB = BENCH MARK DISK
 GC1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1593_SP_SET: CULVERT
 GC1593_STAMPING: S 166 1947
 GC1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1593
 GC1593  HISTORY     - Date     Condition        Report By
 GC1593  HISTORY     - 1947     MONUMENTED       CGS
 GC1593  HISTORY     - 1972     GOOD             TVA
 GC1593  HISTORY     - 1987     GOOD             USPSQD
 GC1593
 GC1593                          STATION DESCRIPTION
 GC1593
 GC1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1593'6.4 MI N FROM MC KINNON.
 GC1593'IN STEWART COUNTY, ABOUT 6.4 MILES NORTH ALONG THE T.V.A. ROAD
 GC1593'LEADING TO SCARBOROUGH GENERAL STORE FROM THE METHODIST CHURCH AT
 GC1593'MC KINNON, HOUSTON COUNTY, ABOUT 0.4 MILE NORTHWEST OF THE
 GC1593'150-FOOT CONCRETE BRIDGE OVER EAST FORK LEATHERWOOD CREEK,
 GC1593'ABOUT 1/4 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 GC1593'NORTHEAST TO DOVER, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTHEAST
 GC1593'END OF A ROW OF WHITE GUARD RAIL POSTS SOUTHWEST OF THE ROAD,
 GC1593'ABOUT 100 YARDS NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 GC1593'LEADING SOUTHWEST, AT A 5-FOOT CONCRETE PIPE CULVERT, IN THE TOP
 GC1593'OF THE NORTHEAST CONCRETE HEAD WALL, 1 FOOT SOUTHEAST OF THE
 GC1593'NORTHWEST END, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GC1593'AND ABOUT 2-1/2 FEET LOWER THAN THE ROAD.
 GC1593
 GC1593                          STATION RECOVERY (1972)
 GC1593
 GC1593'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1593'RECOVERED IN GOOD CONDITION.
 GC1593
 GC1593                          STATION RECOVERY (1987)
 GC1593
 GC1593'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1621 ***********************************************************************
 GC1621  DESIGNATION -  S 167
 GC1621  PID         -  GC1621
 GC1621  STATE/COUNTY-  TN/HUMPHREYS
 GC1621  USGS QUAD   -  HALLS CREEK (1973)
 GC1621
 GC1621                         *CURRENT SURVEY CONTROL
 GC1621  ___________________________________________________________________
 GC1621* NAD 83(1986)-  36 09 53.     (N)    087 49 51.     (W)     SCALED    
 GC1621* NAVD 88     -       123.945  (meters)     406.64   (feet)  ADJUSTED  
 GC1621  ___________________________________________________________________
 GC1621  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1621  DYNAMIC HT  -         123.839 (meters)     406.30  (feet)  COMP
 GC1621  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GC1621
 GC1621  VERT ORDER  -  FIRST     CLASS II
 GC1621
 GC1621.The horizontal coordinates were scaled from a topographic map and have
 GC1621.an estimated accuracy of +/- 6 seconds.
 GC1621
 GC1621.The orthometric height was determined by differential leveling
 GC1621.and adjusted by the National Geodetic Survey in June 1991..
 GC1621
 GC1621.The geoid height was determined by GEOID03.
 GC1621
 GC1621.The dynamic height is computed by dividing the NAVD 88
 GC1621.geopotential number by the normal gravity value computed on the
 GC1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1621.degrees latitude (g = 980.6199 gals.).
 GC1621
 GC1621.The modeled gravity was interpolated from observed gravity values.
 GC1621
 GC1621;                    North         East    Units  Estimated Accuracy
 GC1621;SPC TN       -   204,730.      435,290.      MT  (+/- 180 meters Scaled)
 GC1621
 GC1621                          SUPERSEDED SURVEY CONTROL
 GC1621
 GC1621  NGVD 29 (??/??/92)  123.977  (m)          406.75   (f) ADJ UNCH    1 2
 GC1621
 GC1621.Superseded values are not recommended for survey control.
 GC1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1621.See file dsdata.txt to determine how the superseded data were derived.
 GC1621
 GC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF252025(NAD 83)
 GC1621_MARKER: DB = BENCH MARK DISK
 GC1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1621_STAMPING: S 167 1947
 GC1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1621+STABILITY: SURFACE MOTION
 GC1621
 GC1621  HISTORY     - Date     Condition        Report By
 GC1621  HISTORY     - 1947     MONUMENTED       CGS
 GC1621  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1621
 GC1621                          STATION DESCRIPTION
 GC1621
 GC1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1621'6.8 MI N FROM WAVERLY.
 GC1621'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1621'WAVERLY, THENCE ABOUT 6.5 MILES NORTH ALONG THE GRAVEL ROAD
 GC1621'LEADING TO MC KINNON, ACROSS THE ROAD EAST FROM THE GENERAL
 GC1621'STORE AT TRINITY, IN THE FRONT YARD OF THE J.M. MILLER RESIDENCE,
 GC1621'123 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 46
 GC1621'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 48 FEET
 GC1621'EAST OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTHWEST OF A
 GC1621'14-INCH TWIN ASH TREE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN
 GC1621'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1621'NOTE-- 30.9 S 25 W FROM 24 IN MAPLE.  IN FRONT YARD OF L.B. KING
 GC1621'RESIDENCE.
 GC1621
 GC1621                          STATION RECOVERY (1972)
 GC1621
 GC1621'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0255 ***********************************************************************
 GD0255  DESIGNATION -  S 168
 GD0255  PID         -  GD0255
 GD0255  STATE/COUNTY-  TN/CARROLL
 GD0255  USGS QUAD   -  BRUCETON (1987)
 GD0255
 GD0255                         *CURRENT SURVEY CONTROL
 GD0255  ___________________________________________________________________
 GD0255* NAD 83(1986)-  36 02 42.     (N)    088 13 56.     (W)     SCALED    
 GD0255* NAVD 88     -       121.649  (meters)     399.11   (feet)  ADJUSTED  
 GD0255  ___________________________________________________________________
 GD0255  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0255  DYNAMIC HT  -         121.545 (meters)     398.77  (feet)  COMP
 GD0255  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GD0255
 GD0255  VERT ORDER  -  FIRST     CLASS II
 GD0255
 GD0255.The horizontal coordinates were scaled from a topographic map and have
 GD0255.an estimated accuracy of +/- 6 seconds.
 GD0255
 GD0255.The orthometric height was determined by differential leveling
 GD0255.and adjusted by the National Geodetic Survey in June 1991..
 GD0255
 GD0255.The geoid height was determined by GEOID03.
 GD0255
 GD0255.The dynamic height is computed by dividing the NAVD 88
 GD0255.geopotential number by the normal gravity value computed on the
 GD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0255.degrees latitude (g = 980.6199 gals.).
 GD0255
 GD0255.The modeled gravity was interpolated from observed gravity values.
 GD0255
 GD0255;                    North         East    Units  Estimated Accuracy
 GD0255;SPC TN       -   192,200.      398,880.      MT  (+/- 180 meters Scaled)
 GD0255
 GD0255                          SUPERSEDED SURVEY CONTROL
 GD0255
 GD0255  NGVD 29 (??/??/??)  121.676  (m)          399.20   (f) ADJUSTED    1 2
 GD0255
 GD0255.Superseded values are not recommended for survey control.
 GD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0255.See file dsdata.txt to determine how the superseded data were derived.
 GD0255
 GD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE890896(NAD 83)
 GD0255_MARKER: DB = BENCH MARK DISK
 GD0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0255_SP_SET: BRIDGE ABUTMENT
 GD0255_STAMPING: S 168 1947
 GD0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0255
 GD0255  HISTORY     - Date     Condition        Report By
 GD0255  HISTORY     - 1947     MONUMENTED       CGS
 GD0255  HISTORY     - 1969     GOOD             CGS
 GD0255  HISTORY     - 1971     GOOD             NGS
 GD0255
 GD0255                          STATION DESCRIPTION
 GD0255
 GD0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0255'0.9 MI E FROM BRUCETON.
 GD0255'THE MARK IS ABOUT 0.9 OF A MILE EAST ALONG THE OLD NASHVILLE,
 GD0255'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN BRUCETON.
 GD0255'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD - NASHVILLE
 GD0255'BRANCH).  IT IS ABOUT 0.5 OF A MILE SOUTHEAST OF THE PADUCAH
 GD0255'BRANCH OF THE RAILROAD, 7 RAILS SOUTHEAST OF A PRIVATE CROSSING,
 GD0255'45 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A PUMPING
 GD0255'STATION, 27 FEET SOUTHWEST OF TELEGRAPH POLE NO. 93-30, 6.5
 GD0255'FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, AND 0.9
 GD0255'OF A FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT
 GD0255'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GD0255'NORTHWEST CONCRETE ABUTMENT OF RAILROAD TRESTLE NO. 93.7 AND
 GD0255'ABOUT 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, AND
 GD0255'THE DISK IS STAMPED S 168 1947.
 GD0255
 GD0255                          STATION RECOVERY (1971)
 GD0255
 GD0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1243 ***********************************************************************
 FD1243  DESIGNATION -  S 169
 FD1243  PID         -  FD1243
 FD1243  STATE/COUNTY-  TN/PERRY
 FD1243  USGS QUAD   -  POPE (1973)
 FD1243
 FD1243                         *CURRENT SURVEY CONTROL
 FD1243  ___________________________________________________________________
 FD1243* NAD 83(1986)-  35 35 51.     (N)    087 59 49.     (W)     SCALED    
 FD1243* NAVD 88     -       115.191  (meters)     377.92   (feet)  ADJUSTED  
 FD1243  ___________________________________________________________________
 FD1243  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1243  DYNAMIC HT  -         115.088 (meters)     377.58  (feet)  COMP
 FD1243  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FD1243
 FD1243  VERT ORDER  -  FIRST     CLASS II
 FD1243
 FD1243.The horizontal coordinates were scaled from a topographic map and have
 FD1243.an estimated accuracy of +/- 6 seconds.
 FD1243
 FD1243.The orthometric height was determined by differential leveling
 FD1243.and adjusted by the National Geodetic Survey in June 1991..
 FD1243
 FD1243.The geoid height was determined by GEOID03.
 FD1243
 FD1243.The dynamic height is computed by dividing the NAVD 88
 FD1243.geopotential number by the normal gravity value computed on the
 FD1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1243.degrees latitude (g = 980.6199 gals.).
 FD1243
 FD1243.The modeled gravity was interpolated from observed gravity values.
 FD1243
 FD1243;                    North         East    Units  Estimated Accuracy
 FD1243;SPC TN       -   142,100.      419,060.      MT  (+/- 180 meters Scaled)
 FD1243
 FD1243                          SUPERSEDED SURVEY CONTROL
 FD1243
 FD1243  NGVD 29 (??/??/92)  115.201  (m)          377.96   (f) ADJ UNCH    1 2
 FD1243
 FD1243.Superseded values are not recommended for survey control.
 FD1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1243.See file dsdata.txt to determine how the superseded data were derived.
 FD1243
 FD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE096397(NAD 83)
 FD1243_MARKER: DD = SURVEY DISK
 FD1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1243_SP_SET: CULVERT
 FD1243_STAMPING: S 169 1947
 FD1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1243
 FD1243  HISTORY     - Date     Condition        Report By
 FD1243  HISTORY     - 1947     MONUMENTED       TVA
 FD1243  HISTORY     - 1947     GOOD             NGS
 FD1243
 FD1243                          STATION DESCRIPTION
 FD1243
 FD1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1243'1.9 MI S FROM POPE.
 FD1243'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS JUNCTION
 FD1243'WITH STATE HIGHWAY 20 AND 100 AT POPE, AT THE JUNCTION OF AN
 FD1243'EAST-WEST GRAVEL ROAD, 246 FEET WEST OF THE CENTER LINE OF THE
 FD1243'MARSH CREEK ROAD LEADING NORTH, 14 FEET NORTH OF THE CENTER LINE
 FD1243'OF THE EAST-WEST ROAD, SET IN THE TOP OF THE CENTER OF THE NORTH
 FD1243'CONCRETE HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER THE
 FD1243'EAST-WEST ROAD AND ABOUT 0.5 FOOT BELOW THE ROAD.  MARK WAS FOUND
 FD1243'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1121 ***********************************************************************
 FE1121  DESIGNATION -  S 17
 FE1121  PID         -  FE1121
 FE1121  STATE/COUNTY-  TN/SHELBY
 FE1121  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1121
 FE1121                         *CURRENT SURVEY CONTROL
 FE1121  ___________________________________________________________________
 FE1121* NAD 83(1986)-  35 06 58.     (N)    089 59 59.     (W)     SCALED    
 FE1121* NAVD 88     -        91.123  (meters)     298.96   (feet)  ADJUSTED  
 FE1121  ___________________________________________________________________
 FE1121  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1121  DYNAMIC HT  -          91.040 (meters)     298.69  (feet)  COMP
 FE1121  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 FE1121
 FE1121  VERT ORDER  -  FIRST     CLASS II
 FE1121
 FE1121.The horizontal coordinates were scaled from a topographic map and have
 FE1121.an estimated accuracy of +/- 6 seconds.
 FE1121
 FE1121.The orthometric height was determined by differential leveling
 FE1121.and adjusted by the National Geodetic Survey in June 1991..
 FE1121
 FE1121.The geoid height was determined by GEOID03.
 FE1121
 FE1121.The dynamic height is computed by dividing the NAVD 88
 FE1121.geopotential number by the normal gravity value computed on the
 FE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1121.degrees latitude (g = 980.6199 gals.).
 FE1121
 FE1121.The modeled gravity was interpolated from observed gravity values.
 FE1121
 FE1121;                    North         East    Units  Estimated Accuracy
 FE1121;SPC TN       -    94,300.      235,480.      MT  (+/- 180 meters Scaled)
 FE1121
 FE1121                          SUPERSEDED SURVEY CONTROL
 FE1121
 FE1121  NGVD 29 (??/??/??)   91.094  (m)          298.86   (f) ADJUSTED    1 2
 FE1121
 FE1121.Superseded values are not recommended for survey control.
 FE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1121.See file dsdata.txt to determine how the superseded data were derived.
 FE1121
 FE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD266900(NAD 83)
 FE1121_MARKER: DB = BENCH MARK DISK
 FE1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1121_SP_SET: CULVERT
 FE1121_STAMPING: S 17 1934
 FE1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1121
 FE1121  HISTORY     - Date     Condition        Report By
 FE1121  HISTORY     - 1934     MONUMENTED       CGS
 FE1121  HISTORY     - 1945     GOOD             CGS
 FE1121  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1121
 FE1121                          STATION DESCRIPTION
 FE1121
 FE1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FE1121'AT MEMPHIS.
 FE1121'AT MEMPHIS, SHELBY COUNTY, ON THE SOUTHERN RAILWAY, AT BRIDGE
 FE1121'548.5 A OVER LAMAR BOULEVARD, IN THE TOP OF THE SOUTHEAST
 FE1121'CONCRETE WINGWALL, AND 6 FEET SOUTH OF THE CENTERLINE OF THE
 FE1121'SOUTH TRACK.  A STANDARD DISK, STAMPED S 17 1934.
 FE1121
 FE1121                          STATION RECOVERY (1983)
 FE1121
 FE1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1121'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN NEW RAILROAD BRIDGE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1046 ***********************************************************************
 FD1046  DESIGNATION -  S 170
 FD1046  PID         -  FD1046
 FD1046  STATE/COUNTY-  TN/WAYNE
 FD1046  USGS QUAD   -  CLIFTON (1972)
 FD1046
 FD1046                         *CURRENT SURVEY CONTROL
 FD1046  ___________________________________________________________________
 FD1046* NAD 83(1986)-  35 23 21.     (N)    087 59 06.     (W)     SCALED    
 FD1046* NAVD 88     -       115.027  (meters)     377.38   (feet)  ADJUSTED  
 FD1046  ___________________________________________________________________
 FD1046  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD1046  DYNAMIC HT  -         114.921 (meters)     377.04  (feet)  COMP
 FD1046  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FD1046
 FD1046  VERT ORDER  -  FIRST     CLASS II
 FD1046
 FD1046.The horizontal coordinates were scaled from a topographic map and have
 FD1046.an estimated accuracy of +/- 6 seconds.
 FD1046
 FD1046.The orthometric height was determined by differential leveling
 FD1046.and adjusted by the National Geodetic Survey in June 1991..
 FD1046
 FD1046.The geoid height was determined by GEOID03.
 FD1046
 FD1046.The dynamic height is computed by dividing the NAVD 88
 FD1046.geopotential number by the normal gravity value computed on the
 FD1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1046.degrees latitude (g = 980.6199 gals.).
 FD1046
 FD1046.The modeled gravity was interpolated from observed gravity values.
 FD1046
 FD1046;                    North         East    Units  Estimated Accuracy
 FD1046;SPC TN       -   118,970.      419,670.      MT  (+/- 180 meters Scaled)
 FD1046
 FD1046                          SUPERSEDED SURVEY CONTROL
 FD1046
 FD1046  NGVD 29 (??/??/92)  115.036  (m)          377.41   (f) ADJ UNCH    1 2
 FD1046
 FD1046.Superseded values are not recommended for survey control.
 FD1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1046.See file dsdata.txt to determine how the superseded data were derived.
 FD1046
 FD1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE105166(NAD 83)
 FD1046_MARKER: DD = SURVEY DISK
 FD1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1046_STAMPING: S 170 1947
 FD1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1046+STABILITY: SURFACE MOTION
 FD1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1046+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1046
 FD1046  HISTORY     - Date     Condition        Report By
 FD1046  HISTORY     - 1947     MONUMENTED       TVA
 FD1046  HISTORY     - 1950     GOOD             NGS
 FD1046  HISTORY     - 20020520 GOOD             TNDT
 FD1046
 FD1046                          STATION DESCRIPTION
 FD1046
 FD1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1046'0.6 MI NE FROM CLIFTON.
 FD1046'0.6 MILE NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE HOTEL
 FD1046'AT CLIFTON, 185 FEET NORTH OF THE 36-INCH CORRUGATED-STEEL PIPE
 FD1046'OF THE CLIFTON WATER GAGE, AT THE NORTHEAST CORNER OF THE FENCE
 FD1046'AROUND THE MALARIA CONTROL BASE, 150 FEET NORTHEAST OF THE
 FD1046'NORTHWEST END OF THE STORAGE TANK OF THE BASE, 28 FEET SOUTHEAST
 FD1046'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF THE FENCE
 FD1046'CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FD1046'EAST OF A STEEL POST WITH A CONTROL-MARKER SIGN, AND ABOUT 3 FEET
 FD1046'LOWER THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FD1046'STAMPED S 170 1947 AND SET IN THE TOP OF A CONCRETE POST.
 FD1046
 FD1046                          STATION RECOVERY (2002)
 FD1046
 FD1046'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1044 ***********************************************************************
 FD1044  DESIGNATION -  S 171
 FD1044  PID         -  FD1044
 FD1044  STATE/COUNTY-  TN/WAYNE
 FD1044  USGS QUAD   -  CLIFTON (1972)
 FD1044
 FD1044                         *CURRENT SURVEY CONTROL
 FD1044  ___________________________________________________________________
 FD1044* NAD 83(1986)-  35 23 12.     (N)    087 58 04.     (W)     SCALED    
 FD1044* NAVD 88     -       122.756  (meters)     402.74   (feet)  ADJUSTED  
 FD1044  ___________________________________________________________________
 FD1044  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD1044  DYNAMIC HT  -         122.643 (meters)     402.37  (feet)  COMP
 FD1044  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 FD1044
 FD1044  VERT ORDER  -  FIRST     CLASS II
 FD1044
 FD1044.This mark is at Hassell Field Airport (M29)
 FD1044
 FD1044.The horizontal coordinates were scaled from a topographic map and have
 FD1044.an estimated accuracy of +/- 6 seconds.
 FD1044
 FD1044.The orthometric height was determined by differential leveling
 FD1044.and adjusted by the National Geodetic Survey in June 1991..
 FD1044
 FD1044.The geoid height was determined by GEOID03.
 FD1044
 FD1044.The dynamic height is computed by dividing the NAVD 88
 FD1044.geopotential number by the normal gravity value computed on the
 FD1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1044.degrees latitude (g = 980.6199 gals.).
 FD1044
 FD1044.The modeled gravity was interpolated from observed gravity values.
 FD1044
 FD1044;                    North         East    Units  Estimated Accuracy
 FD1044;SPC TN       -   118,660.      421,230.      MT  (+/- 180 meters Scaled)
 FD1044
 FD1044                          SUPERSEDED SURVEY CONTROL
 FD1044
 FD1044  NGVD 29 (??/??/92)  122.766  (m)          402.77   (f) ADJ UNCH    1 2
 FD1044
 FD1044.Superseded values are not recommended for survey control.
 FD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1044.See file dsdata.txt to determine how the superseded data were derived.
 FD1044
 FD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE121163(NAD 83)
 FD1044_MARKER: DD = SURVEY DISK
 FD1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1044_STAMPING: S 171 1947
 FD1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1044+STABILITY: SURFACE MOTION
 FD1044
 FD1044  HISTORY     - Date     Condition        Report By
 FD1044  HISTORY     - 1947     MONUMENTED       TVA
 FD1044  HISTORY     - 1950     GOOD             NGS
 FD1044
 FD1044                          STATION DESCRIPTION
 FD1044
 FD1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1044'AT CLIFTON AIRPORT.
 FD1044'AT CLIFTON AIRPORT, WAYNE COUNTY, AT THE SOUTHWEST CORNER OF THE
 FD1044'ADMINISTRATION BUILDING, 2.9 FEET NORTHWEST OF THE CORNER, 1.3 FEET
 FD1044'WEST OF THE WEST FACE OF THE BUILDING, AND 23 FEET EAST OF THE
 FD1044'CENTERLINE OF THE DRIVEWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FD1044'DISK, STAMPED S 171 1947 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1353 ***********************************************************************
 GC1353  DESIGNATION -  S 172
 GC1353  PID         -  GC1353
 GC1353  STATE/COUNTY-  TN/DICKSON
 GC1353  USGS QUAD   -  BURNS (1986)
 GC1353
 GC1353                         *CURRENT SURVEY CONTROL
 GC1353  ___________________________________________________________________
 GC1353* NAD 83(1986)-  36 03 59.     (N)    087 21 47.     (W)     SCALED    
 GC1353* NAVD 88     -       261.153  (meters)     856.80   (feet)  ADJUSTED  
 GC1353  ___________________________________________________________________
 GC1353  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1353  DYNAMIC HT  -         260.923 (meters)     856.04  (feet)  COMP
 GC1353  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 GC1353
 GC1353  VERT ORDER  -  FIRST     CLASS II
 GC1353
 GC1353.The horizontal coordinates were scaled from a topographic map and have
 GC1353.an estimated accuracy of +/- 6 seconds.
 GC1353
 GC1353.The orthometric height was determined by differential leveling
 GC1353.and adjusted by the National Geodetic Survey in June 1991..
 GC1353
 GC1353.The geoid height was determined by GEOID03.
 GC1353
 GC1353.The dynamic height is computed by dividing the NAVD 88
 GC1353.geopotential number by the normal gravity value computed on the
 GC1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1353.degrees latitude (g = 980.6199 gals.).
 GC1353
 GC1353.The modeled gravity was interpolated from observed gravity values.
 GC1353
 GC1353;                    North         East    Units  Estimated Accuracy
 GC1353;SPC TN       -   193,140.      477,210.      MT  (+/- 180 meters Scaled)
 GC1353
 GC1353                          SUPERSEDED SURVEY CONTROL
 GC1353
 GC1353  NGVD 29 (??/??/92)  261.145  (m)          856.77   (f) ADJ UNCH    1 2
 GC1353
 GC1353.Superseded values are not recommended for survey control.
 GC1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1353.See file dsdata.txt to determine how the superseded data were derived.
 GC1353
 GC1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE673913(NAD 83)
 GC1353_MARKER: DB = BENCH MARK DISK
 GC1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1353_STAMPING: S 172 1948
 GC1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1353+STABILITY: SURFACE MOTION
 GC1353
 GC1353  HISTORY     - Date     Condition        Report By
 GC1353  HISTORY     - 1948     MONUMENTED       CGS
 GC1353
 GC1353                          STATION DESCRIPTION
 GC1353
 GC1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1353'0.6 MI W FROM COLESBURG.
 GC1353'0.6 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1353'RAILWAY FROM THE STATION AT COLESBURG, ABOUT 0.1 MILE EAST OF
 GC1353'MILE POST 40, SET IN THE NORTHEAST ANGLE OF A GRAVEL ROAD CROSSING,
 GC1353'ABOUT 10 RAILS WEST OF AN ELECTRIC SIGNAL, 31 FEET NORTH OF THE
 GC1353'NORTH RAIL, 55 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 GC1353'17 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD PARALLELING
 GC1353'THE TRACK, 16 FEET EAST OF POLE 39+37 AND IN LINE WITH THE ROW
 GC1353'OF POLES, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 GC1353'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1353'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0351 ***********************************************************************
 GD0351  DESIGNATION -  S 173
 GD0351  PID         -  GD0351
 GD0351  STATE/COUNTY-  TN/WEAKLEY
 GD0351  USGS QUAD   -  GREENFIELD (1985)
 GD0351
 GD0351                         *CURRENT SURVEY CONTROL
 GD0351  ___________________________________________________________________
 GD0351* NAD 83(1986)-  36 11 49.     (N)    088 48 23.     (W)     SCALED    
 GD0351* NAVD 88     -        99.008  (meters)     324.83   (feet)  ADJUSTED  
 GD0351  ___________________________________________________________________
 GD0351  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0351  DYNAMIC HT  -          98.926 (meters)     324.56  (feet)  COMP
 GD0351  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GD0351
 GD0351  VERT ORDER  -  FIRST     CLASS II
 GD0351
 GD0351.The horizontal coordinates were scaled from a topographic map and have
 GD0351.an estimated accuracy of +/- 6 seconds.
 GD0351
 GD0351.The orthometric height was determined by differential leveling
 GD0351.and adjusted by the National Geodetic Survey in June 1991..
 GD0351
 GD0351.The geoid height was determined by GEOID03.
 GD0351
 GD0351.The dynamic height is computed by dividing the NAVD 88
 GD0351.geopotential number by the normal gravity value computed on the
 GD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0351.degrees latitude (g = 980.6199 gals.).
 GD0351
 GD0351.The modeled gravity was interpolated from observed gravity values.
 GD0351
 GD0351;                    North         East    Units  Estimated Accuracy
 GD0351;SPC TN       -   210,390.      347,640.      MT  (+/- 180 meters Scaled)
 GD0351
 GD0351                          SUPERSEDED SURVEY CONTROL
 GD0351
 GD0351  NGVD 29 (??/??/??)   99.036  (m)          324.92   (f) ADJUSTED    1 2
 GD0351
 GD0351.Superseded values are not recommended for survey control.
 GD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0351.See file dsdata.txt to determine how the superseded data were derived.
 GD0351
 GD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF375073(NAD 83)
 GD0351_MARKER: DB = BENCH MARK DISK
 GD0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0351_STAMPING: S 173 1948
 GD0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0351+STABILITY: SURFACE MOTION
 GD0351
 GD0351  HISTORY     - Date     Condition        Report By
 GD0351  HISTORY     - 1948     MONUMENTED       CGS
 GD0351  HISTORY     - 1967     GOOD             CGS
 GD0351
 GD0351                          STATION DESCRIPTION
 GD0351
 GD0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0351'3.1 MI N FROM GREENFIELD.
 GD0351'THE MARK IS ABOUT 3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL
 GD0351'RAILROAD FROM THE STATION AT GREENFIELD, ABOUT 0.35 OF A MILE
 GD0351'SOUTH OF MILE POST C 428, ABOUT 650 FEET SOUTH OF THE SOUTH END
 GD0351'OF A LONG WOODEN TRESTLE, ABOUT 0.15 MILE NORTH OF A FIELD
 GD0351'CROSSING, 106 FEET NORTHWEST OF A GUYED TELEPHONE POLE, 48.5
 GD0351'FEET SOUTHWEST OF A TELEPHONE POLE, 45 FEET WEST OF THE WEST RAIL
 GD0351'OF THE TRACK, 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 0.7
 GD0351'OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0351'STANDARD DISK SET IN THE TOP OF A 7-INCH, SQUARE, FLUSH, CONCRETE
 GD0351'MONUMENT AND THE DISK IS STAMPED S 173 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0305 ***********************************************************************
 GD0305  DESIGNATION -  S 174
 GD0305  PID         -  GD0305
 GD0305  STATE/COUNTY-  TN/OBION
 GD0305  USGS QUAD   -  MC CONNELL (1983)
 GD0305
 GD0305                         *CURRENT SURVEY CONTROL
 GD0305  ___________________________________________________________________
 GD0305* NAD 83(1986)-  36 27 55.     (N)    088 51 02.     (W)     SCALED    
 GD0305* NAVD 88     -       120.555  (meters)     395.52   (feet)  ADJUSTED  
 GD0305  ___________________________________________________________________
 GD0305  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD0305  DYNAMIC HT  -         120.460 (meters)     395.21  (feet)  COMP
 GD0305  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 GD0305
 GD0305  VERT ORDER  -  FIRST     CLASS II
 GD0305
 GD0305.The horizontal coordinates were scaled from a topographic map and have
 GD0305.an estimated accuracy of +/- 6 seconds.
 GD0305
 GD0305.The orthometric height was determined by differential leveling
 GD0305.and adjusted by the National Geodetic Survey in June 1991..
 GD0305
 GD0305.The geoid height was determined by GEOID03.
 GD0305
 GD0305.The dynamic height is computed by dividing the NAVD 88
 GD0305.geopotential number by the normal gravity value computed on the
 GD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0305.degrees latitude (g = 980.6199 gals.).
 GD0305
 GD0305.The modeled gravity was interpolated from observed gravity values.
 GD0305
 GD0305;                    North         East    Units  Estimated Accuracy
 GD0305;SPC TN       -   240,260.      344,540.      MT  (+/- 180 meters Scaled)
 GD0305
 GD0305                          SUPERSEDED SURVEY CONTROL
 GD0305
 GD0305  NGVD 29 (??/??/??)  120.538  (m)          395.47   (f) ADJUSTED    1 2
 GD0305
 GD0305.Superseded values are not recommended for survey control.
 GD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0305.See file dsdata.txt to determine how the superseded data were derived.
 GD0305
 GD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341371(NAD 83)
 GD0305_MARKER: DB = BENCH MARK DISK
 GD0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0305_STAMPING: S 174 1948
 GD0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0305+STABILITY: SURFACE MOTION
 GD0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0305+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0305
 GD0305  HISTORY     - Date     Condition        Report By
 GD0305  HISTORY     - 1948     MONUMENTED       CGS
 GD0305  HISTORY     - 1967     GOOD             CGS
 GD0305  HISTORY     - 20020820 GOOD             USACE
 GD0305
 GD0305                          STATION DESCRIPTION
 GD0305
 GD0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0305'3.2 MI S FROM FULTON.
 GD0305'THE MARK IS ABOUT 3.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 GD0305'RAILROAD FROM THE UNION STATION AT FULTON, KY., ABOUT 0.2 MILE
 GD0305'SOUTH OF MILEPOST C 409, AT AN OILED, PUBLIC ROAD CROSSING, 68
 GD0305'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 45 FEET SOUTH OF THE
 GD0305'APPROXIMATE CENTER OF THE OILED ROAD, 42 FEET EAST OF THE EAST
 GD0305'RAIL, 23.5 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 5 FEET WEST
 GD0305'OF THE RIGHT-OF-WAY FENCE, AND 0.7 OF A FOOT NORTH OF A METAL
 GD0305'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN
 GD0305'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 3 INCHES
 GD0305'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED S 174
 GD0305'1948.
 GD0305
 GD0305                          STATION RECOVERY (2002)
 GD0305
 GD0305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0305'ROAD AT CROSSING IS TON COUNCE RD.
 GD0305'DROVE CARSONITE WITNESS POST 1 FT SW OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1211 ***********************************************************************
 FD1211  DESIGNATION -  S 175
 FD1211  PID         -  FD1211
 FD1211  STATE/COUNTY-  TN/PERRY
 FD1211  USGS QUAD   -  GRAVES SPRING (1968)
 FD1211
 FD1211                         *CURRENT SURVEY CONTROL
 FD1211  ___________________________________________________________________
 FD1211* NAD 83(1986)-  35 35 27.     (N)    087 44 18.     (W)     SCALED    
 FD1211* NAVD 88     -       274.756  (meters)     901.43   (feet)  ADJUSTED  
 FD1211  ___________________________________________________________________
 FD1211  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1211  DYNAMIC HT  -         274.505 (meters)     900.61  (feet)  COMP
 FD1211  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 FD1211
 FD1211  VERT ORDER  -  FIRST     CLASS II
 FD1211
 FD1211.The horizontal coordinates were scaled from a topographic map and have
 FD1211.an estimated accuracy of +/- 6 seconds.
 FD1211
 FD1211.The orthometric height was determined by differential leveling
 FD1211.and adjusted by the National Geodetic Survey in June 1991..
 FD1211
 FD1211.The geoid height was determined by GEOID03.
 FD1211
 FD1211.The dynamic height is computed by dividing the NAVD 88
 FD1211.geopotential number by the normal gravity value computed on the
 FD1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1211.degrees latitude (g = 980.6199 gals.).
 FD1211
 FD1211.The modeled gravity was interpolated from observed gravity values.
 FD1211
 FD1211;                    North         East    Units  Estimated Accuracy
 FD1211;SPC TN       -   140,920.      442,480.      MT  (+/- 180 meters Scaled)
 FD1211
 FD1211                          SUPERSEDED SURVEY CONTROL
 FD1211
 FD1211  NGVD 29 (??/??/92)  274.744  (m)          901.39   (f) ADJ UNCH    1 2
 FD1211
 FD1211.Superseded values are not recommended for survey control.
 FD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1211.See file dsdata.txt to determine how the superseded data were derived.
 FD1211
 FD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE331388(NAD 83)
 FD1211_MARKER: DB = BENCH MARK DISK
 FD1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1211_STAMPING: S 175 1949
 FD1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1211+STABILITY: SURFACE MOTION
 FD1211
 FD1211  HISTORY     - Date     Condition        Report By
 FD1211  HISTORY     - 1949     MONUMENTED       CGS
 FD1211  HISTORY     - 1953     GOOD             NGS
 FD1211
 FD1211                          STATION DESCRIPTION
 FD1211
 FD1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1211'8.2 MI E FROM LINDEN.
 FD1211'ABOUT 8.25 MILES EAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1211'HOUSE AT LINDEN, AT THE SOUTHWEST END OF A CUT AND ABOUT 85 YARDS
 FD1211'WEST OF THE TOP OF A GRADE, 77 FEET NORTH OF THE CENTER LINE OF
 FD1211'THE HIGHWAY, 33 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL
 FD1211'LEADING NORTHEAST, 22.5 FEET NORTH-NORTHEAST OF A TRIANGULAR
 FD1211'BLAZED 10-INCH RED OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN
 FD1211'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD1211'CONCRETE POST PROJECTING 3 INCHES.
 FD1211
 FD1211                          STATION RECOVERY (1953)
 FD1211
 FD1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0870 ***********************************************************************
 FD0870  DESIGNATION -  S 176
 FD0870  PID         -  FD0870
 FD0870  STATE/COUNTY-  TN/LEWIS
 FD0870  USGS QUAD   -  HENRYVILLE (1976)
 FD0870
 FD0870                         *CURRENT SURVEY CONTROL
 FD0870  ___________________________________________________________________
 FD0870* NAD 83(1986)-  35 29 15.     (N)    087 25 41.     (W)     SCALED    
 FD0870* NAVD 88     -       288.057  (meters)     945.07   (feet)  ADJUSTED  
 FD0870  ___________________________________________________________________
 FD0870  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0870  DYNAMIC HT  -         287.791 (meters)     944.19  (feet)  COMP
 FD0870  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FD0870
 FD0870  VERT ORDER  -  FIRST     CLASS II
 FD0870
 FD0870.The horizontal coordinates were scaled from a topographic map and have
 FD0870.an estimated accuracy of +/- 6 seconds.
 FD0870
 FD0870.The orthometric height was determined by differential leveling
 FD0870.and adjusted by the National Geodetic Survey in June 1991..
 FD0870
 FD0870.The geoid height was determined by GEOID03.
 FD0870
 FD0870.The dynamic height is computed by dividing the NAVD 88
 FD0870.geopotential number by the normal gravity value computed on the
 FD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0870.degrees latitude (g = 980.6199 gals.).
 FD0870
 FD0870.The modeled gravity was interpolated from observed gravity values.
 FD0870
 FD0870;                    North         East    Units  Estimated Accuracy
 FD0870;SPC TN       -   129,000.      470,420.      MT  (+/- 180 meters Scaled)
 FD0870
 FD0870                          SUPERSEDED SURVEY CONTROL
 FD0870
 FD0870  NGVD 29 (??/??/92)  288.032  (m)          944.99   (f) ADJ UNCH    1 2
 FD0870
 FD0870.Superseded values are not recommended for survey control.
 FD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0870.See file dsdata.txt to determine how the superseded data were derived.
 FD0870
 FD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE611271(NAD 83)
 FD0870_MARKER: DB = BENCH MARK DISK
 FD0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0870_STAMPING: S 176 1949
 FD0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0870+STABILITY: SURFACE MOTION
 FD0870
 FD0870  HISTORY     - Date     Condition        Report By
 FD0870  HISTORY     - 1949     MONUMENTED       CGS
 FD0870  HISTORY     - 1972     GOOD             TVA
 FD0870
 FD0870                          STATION DESCRIPTION
 FD0870
 FD0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0870'9 MI E FROM HOHENWALD.
 FD0870'ABOUT 8.95 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0870'NATIONAL BANK AT HOHENWALD, AT GARRET SCHOOL AND THE JUNCTION
 FD0870'OF A GRAVEL ROAD SOUTH, 103 FEET SOUTH OF THE CENTER LINE OF
 FD0870'THE HIGHWAY, 62.0 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 FD0870'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD0870'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0870'4 INCHES.  NOTE-- 32.1 FEET SE OF SE CORNER OF CONCRETE BLOCK,
 FD0870'2 STORY BUILDING 32.4 FEET NW OF NW CORNER OF CONCRETE BLOCK
 FD0870'PUMP HOUSE PLACED POST 2 FEET SOUTH OF MONUMENT.
 FD0870
 FD0870                          STATION RECOVERY (1972)
 FD0870
 FD0870'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0295 ***********************************************************************
 GD0295  DESIGNATION -  S 177
 GD0295  PID         -  GD0295
 GD0295  STATE/COUNTY-  TN/WEAKLEY
 GD0295  USGS QUAD   -  COMO (1985)
 GD0295
 GD0295                         *CURRENT SURVEY CONTROL
 GD0295  ___________________________________________________________________
 GD0295* NAD 83(1986)-  36 17 38.     (N)    088 35 47.     (W)     SCALED    
 GD0295* NAVD 88     -       131.191  (meters)     430.42   (feet)  ADJUSTED  
 GD0295  ___________________________________________________________________
 GD0295  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0295  DYNAMIC HT  -         131.083 (meters)     430.06  (feet)  COMP
 GD0295  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GD0295
 GD0295  VERT ORDER  -  FIRST     CLASS II
 GD0295
 GD0295.The horizontal coordinates were scaled from a topographic map and have
 GD0295.an estimated accuracy of +/- 6 seconds.
 GD0295
 GD0295.The orthometric height was determined by differential leveling
 GD0295.and adjusted by the National Geodetic Survey in June 1991..
 GD0295
 GD0295.The geoid height was determined by GEOID03.
 GD0295
 GD0295.The dynamic height is computed by dividing the NAVD 88
 GD0295.geopotential number by the normal gravity value computed on the
 GD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0295.degrees latitude (g = 980.6199 gals.).
 GD0295
 GD0295.The modeled gravity was interpolated from observed gravity values.
 GD0295
 GD0295;                    North         East    Units  Estimated Accuracy
 GD0295;SPC TN       -   220,620.      366,800.      MT  (+/- 180 meters Scaled)
 GD0295
 GD0295                          SUPERSEDED SURVEY CONTROL
 GD0295
 GD0295  NGVD 29 (??/??/??)  131.221  (m)          430.51   (f) ADJUSTED    1 2
 GD0295
 GD0295.Superseded values are not recommended for survey control.
 GD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0295.See file dsdata.txt to determine how the superseded data were derived.
 GD0295
 GD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF566177(NAD 83)
 GD0295_MARKER: DB = BENCH MARK DISK
 GD0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0295_STAMPING: S 177 1949
 GD0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0295+STABILITY: SURFACE MOTION
 GD0295
 GD0295  HISTORY     - Date     Condition        Report By
 GD0295  HISTORY     - 1949     MONUMENTED       CGS
 GD0295  HISTORY     - 1967     GOOD             CGS
 GD0295  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0295
 GD0295                          STATION DESCRIPTION
 GD0295
 GD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0295'6.2 MI E FROM DRESDEN.
 GD0295'ABOUT 6.25 MILES EAST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0295'HOUSE AT DRESDEN, ABOUT 240 YARDS EAST OF A SMALL CROSSROAD
 GD0295'IN CUT, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 GD0295'EAST OF THE EAST POST OF A GATE TO A PASTURE, 1 FOOT NORTH OF
 GD0295'THE FENCE LINE, 164 FEET EAST OF A HIGHWAY R/W MARKER POST, 2
 GD0295'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GD0295'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GD0295'INCHES.  NOTE-- THIS MARK IS NOW 0.7 OF A FOOT N OF A METAL
 GD0295'WITNESS POST AND SIGN.
 GD0295
 GD0295                          STATION RECOVERY (1967)
 GD0295
 GD0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0295'RECOVERED IN GOOD CONDITION.
 GD0295
 GD0295                          STATION RECOVERY (2002)
 GD0295
 GD0295'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0295'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0214 ***********************************************************************
 FD0214  DESIGNATION -  S 178
 FD0214  PID         -  FD0214
 FD0214  STATE/COUNTY-  TN/FRANKLIN
 FD0214  USGS QUAD   -  BELVIDERE (1982)
 FD0214
 FD0214                         *CURRENT SURVEY CONTROL
 FD0214  ___________________________________________________________________
 FD0214* NAD 83(1986)-  35 10 08.     (N)    086 08 03.     (W)     SCALED    
 FD0214* NAVD 88     -       287.710  (meters)     943.93   (feet)  ADJUSTED  
 FD0214  ___________________________________________________________________
 FD0214  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0214  DYNAMIC HT  -         287.427 (meters)     943.00  (feet)  COMP
 FD0214  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FD0214
 FD0214  VERT ORDER  -  FIRST     CLASS II
 FD0214
 FD0214.The horizontal coordinates were scaled from a topographic map and have
 FD0214.an estimated accuracy of +/- 6 seconds.
 FD0214
 FD0214.The orthometric height was determined by differential leveling
 FD0214.and adjusted by the National Geodetic Survey in June 1991..
 FD0214
 FD0214.The geoid height was determined by GEOID03.
 FD0214
 FD0214.The dynamic height is computed by dividing the NAVD 88
 FD0214.geopotential number by the normal gravity value computed on the
 FD0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0214.degrees latitude (g = 980.6199 gals.).
 FD0214
 FD0214.The modeled gravity was interpolated from observed gravity values.
 FD0214
 FD0214;                    North         East    Units  Estimated Accuracy
 FD0214;SPC TN       -    92,710.      587,780.      MT  (+/- 180 meters Scaled)
 FD0214
 FD0214                          SUPERSEDED SURVEY CONTROL
 FD0214
 FD0214  NGVD 29 (??/??/92)  287.681  (m)          943.83   (f) ADJ UNCH    1 2
 FD0214
 FD0214.Superseded values are not recommended for survey control.
 FD0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0214.See file dsdata.txt to determine how the superseded data were derived.
 FD0214
 FD0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED788921(NAD 83)
 FD0214_MARKER: DB = BENCH MARK DISK
 FD0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0214_STAMPING: S 178 1949
 FD0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0214+STABILITY: SURFACE MOTION
 FD0214
 FD0214  HISTORY     - Date     Condition        Report By
 FD0214  HISTORY     - 1949     MONUMENTED       CGS
 FD0214  HISTORY     - 1965     GOOD             TVA
 FD0214
 FD0214                          STATION DESCRIPTION
 FD0214
 FD0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0214'1.6 MI SW FROM WINCHESTER.
 FD0214'1.55 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0214'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, AT A ROAD CROSSING
 FD0214'KNOWN AS KISSLINGS CROSSING, 53 FEET WEST OF THE CENTER OF THE
 FD0214'CROSSING, 48 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM
 FD0214'A POWER POLE, 36.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FD0214'ROAD, 38 FEET WEST-SOUTHWEST OF THE SOUTHWEST END OF A 14-INCH
 FD0214'PIPE CULVERT UNDER ROAD, 19 FEET NORTHWEST OF THE NORTHWEST
 FD0214'RAIL, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 FD0214'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0214'PROJECTING 1 INCH.
 FD0214
 FD0214                          STATION RECOVERY (1965)
 FD0214
 FD0214'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0346 ***********************************************************************
 FD0346  DESIGNATION -  S 179
 FD0346  PID         -  FD0346
 FD0346  STATE/COUNTY-  TN/LINCOLN
 FD0346  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0346
 FD0346                         *CURRENT SURVEY CONTROL
 FD0346  ___________________________________________________________________
 FD0346* NAD 83(1986)-  35 09 08.     (N)    086 34 05.     (W)     SCALED    
 FD0346* NAVD 88     -       218.300  (meters)     716.21   (feet)  ADJUSTED  
 FD0346  ___________________________________________________________________
 FD0346  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0346  DYNAMIC HT  -         218.099 (meters)     715.55  (feet)  COMP
 FD0346  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FD0346
 FD0346  VERT ORDER  -  FIRST     CLASS II
 FD0346
 FD0346.The horizontal coordinates were scaled from a topographic map and have
 FD0346.an estimated accuracy of +/- 6 seconds.
 FD0346
 FD0346.The orthometric height was determined by differential leveling
 FD0346.and adjusted by the National Geodetic Survey in June 1991..
 FD0346
 FD0346.The geoid height was determined by GEOID03.
 FD0346
 FD0346.The dynamic height is computed by dividing the NAVD 88
 FD0346.geopotential number by the normal gravity value computed on the
 FD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0346.degrees latitude (g = 980.6199 gals.).
 FD0346
 FD0346.The modeled gravity was interpolated from observed gravity values.
 FD0346
 FD0346;                    North         East    Units  Estimated Accuracy
 FD0346;SPC TN       -    91,010.      548,240.      MT  (+/- 180 meters Scaled)
 FD0346
 FD0346                          SUPERSEDED SURVEY CONTROL
 FD0346
 FD0346  NGVD 29 (??/??/92)  218.282  (m)          716.15   (f) ADJ UNCH    1 2
 FD0346
 FD0346.Superseded values are not recommended for survey control.
 FD0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0346.See file dsdata.txt to determine how the superseded data were derived.
 FD0346
 FD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED393900(NAD 83)
 FD0346_MARKER: DB = BENCH MARK DISK
 FD0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0346_SP_SET: BUILDING
 FD0346_STAMPING: S 179 1949
 FD0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0346
 FD0346  HISTORY     - Date     Condition        Report By
 FD0346  HISTORY     - 1949     MONUMENTED       CGS
 FD0346
 FD0346                          STATION DESCRIPTION
 FD0346
 FD0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0346'AT FAYETTEVILLE.
 FD0346'AT FAYETTEVILLE, SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST
 FD0346'CORNER OF THE POST OFFICE BUILDING, 2 1/2 FEET SOUTH OF THE
 FD0346'NORTHEAST CORNER AND 2 1/2 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0229 ***********************************************************************
 GD0229  DESIGNATION -  S 18
 GD0229  PID         -  GD0229
 GD0229  STATE/COUNTY-  TN/HENRY
 GD0229  USGS QUAD   -  MANSFIELD (1985)
 GD0229
 GD0229                         *CURRENT SURVEY CONTROL
 GD0229  ___________________________________________________________________
 GD0229* NAD 83(1986)-  36 09 14.     (N)    088 15 39.     (W)     SCALED    
 GD0229* NAVD 88     -       137.737  (meters)     451.89   (feet)  ADJUSTED  
 GD0229  ___________________________________________________________________
 GD0229  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0229  DYNAMIC HT  -         137.623 (meters)     451.52  (feet)  COMP
 GD0229  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 GD0229
 GD0229  VERT ORDER  -  FIRST     CLASS II
 GD0229
 GD0229.The horizontal coordinates were scaled from a topographic map and have
 GD0229.an estimated accuracy of +/- 6 seconds.
 GD0229
 GD0229.The orthometric height was determined by differential leveling
 GD0229.and adjusted by the National Geodetic Survey in June 1991..
 GD0229
 GD0229.The geoid height was determined by GEOID03.
 GD0229
 GD0229.The dynamic height is computed by dividing the NAVD 88
 GD0229.geopotential number by the normal gravity value computed on the
 GD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0229.degrees latitude (g = 980.6199 gals.).
 GD0229
 GD0229.The modeled gravity was interpolated from observed gravity values.
 GD0229
 GD0229;                    North         East    Units  Estimated Accuracy
 GD0229;SPC TN       -   204,340.      396,580.      MT  (+/- 180 meters Scaled)
 GD0229
 GD0229                          SUPERSEDED SURVEY CONTROL
 GD0229
 GD0229  NGVD 29 (??/??/??)  137.770  (m)          452.00   (f) ADJUSTED    1 2
 GD0229
 GD0229.Superseded values are not recommended for survey control.
 GD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0229.See file dsdata.txt to determine how the superseded data were derived.
 GD0229
 GD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF865017(NAD 83)
 GD0229_MARKER: DB = BENCH MARK DISK
 GD0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0229_STAMPING: 452.207 S 18 1934
 GD0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0229+STABILITY: SURFACE MOTION
 GD0229
 GD0229  HISTORY     - Date     Condition        Report By
 GD0229  HISTORY     - 1934     MONUMENTED       CGS
 GD0229  HISTORY     - 1935     GOOD             CGS
 GD0229  HISTORY     - 1971     GOOD             NGS
 GD0229
 GD0229                          STATION DESCRIPTION
 GD0229
 GD0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0229'2.1 MI S FROM MANSFIELD.
 GD0229'2.1 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0229'RAILWAY FROM THE STATION AT MANSFIELD, HENRY COUNTY, 20 FEET
 GD0229'SOUTH OF THE FOURTH POLE SOUTH OF MILEPOST 77, 35 FEET SOUTH OF
 GD0229'A DIM-ROAD CROSSING, AND 40 FEET WEST OF THE TRACK.  A STANDARD
 GD0229'DISK, STAMPED 452.207 S 18 1934 AND SET IN THE TOP OF A CONCRETE
 GD0229'POST.
 GD0229
 GD0229                          STATION RECOVERY (1971)
 GD0229
 GD0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0834 ***********************************************************************
 FD0834  DESIGNATION -  S 180
 FD0834  PID         -  FD0834
 FD0834  STATE/COUNTY-  TN/LEWIS
 FD0834  USGS QUAD   -  SUMMERTOWN (1976)
 FD0834
 FD0834                         *CURRENT SURVEY CONTROL
 FD0834  ___________________________________________________________________
 FD0834* NAD 83(1986)-  35 28 05.     (N)    087 17 08.     (W)     SCALED    
 FD0834* NAVD 88     -       240.836  (meters)     790.14   (feet)  ADJUSTED  
 FD0834  ___________________________________________________________________
 FD0834  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0834  DYNAMIC HT  -         240.614 (meters)     789.41  (feet)  COMP
 FD0834  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FD0834
 FD0834  VERT ORDER  -  FIRST     CLASS II
 FD0834
 FD0834.The horizontal coordinates were scaled from a topographic map and have
 FD0834.an estimated accuracy of +/- 6 seconds.
 FD0834
 FD0834.The orthometric height was determined by differential leveling
 FD0834.and adjusted by the National Geodetic Survey in June 1991..
 FD0834
 FD0834.The geoid height was determined by GEOID03.
 FD0834
 FD0834.The dynamic height is computed by dividing the NAVD 88
 FD0834.geopotential number by the normal gravity value computed on the
 FD0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0834.degrees latitude (g = 980.6199 gals.).
 FD0834
 FD0834.The modeled gravity was interpolated from observed gravity values.
 FD0834
 FD0834;                    North         East    Units  Estimated Accuracy
 FD0834;SPC TN       -   126,660.      483,320.      MT  (+/- 180 meters Scaled)
 FD0834
 FD0834                          SUPERSEDED SURVEY CONTROL
 FD0834
 FD0834  NGVD 29 (??/??/92)  240.810  (m)          790.06   (f) ADJ UNCH    1 2
 FD0834
 FD0834.Superseded values are not recommended for survey control.
 FD0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0834.See file dsdata.txt to determine how the superseded data were derived.
 FD0834
 FD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE740249(NAD 83)
 FD0834_MARKER: DB = BENCH MARK DISK
 FD0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0834_SP_SET: BRIDGE
 FD0834_STAMPING: S 180 1949
 FD0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0834
 FD0834  HISTORY     - Date     Condition        Report By
 FD0834  HISTORY     - 1949     MONUMENTED       CGS
 FD0834  HISTORY     - 1973     GOOD             TVA
 FD0834  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0834
 FD0834                          STATION DESCRIPTION
 FD0834
 FD0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0834'1.6 MI SW FROM ROCKDALE.
 FD0834'ABOUT 1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FD0834'RAILROAD FROM THE STATION AT ROCKDALE, ABOUT 0.35 MILE EAST-NORTHEAST
 FD0834'OF MILE POST 251, SET IN THE TOP OF THE NORTHEAST END OF THE
 FD0834'SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 25, 7.8 FEET
 FD0834'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 2 FEET BELOW THE
 FD0834'TRACK.
 FD0834
 FD0834                          STATION RECOVERY (1973)
 FD0834
 FD0834'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0834'RECOVERED IN GOOD CONDITION.
 FD0834
 FD0834                          STATION RECOVERY (1983)
 FD0834
 FD0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0834'NOT RECOVERED, INACCESSIBLE TO LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1410 ***********************************************************************
 GC1410  DESIGNATION -  S 181
 GC1410  PID         -  GC1410
 GC1410  STATE/COUNTY-  TN/CHEATHAM
 GC1410  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1410
 GC1410                         *CURRENT SURVEY CONTROL
 GC1410  ___________________________________________________________________
 GC1410* NAD 83(1986)-  36 18 27.     (N)    087 07 53.     (W)     SCALED    
 GC1410* NAVD 88     -       122.758  (meters)     402.75   (feet)  ADJUSTED  
 GC1410  ___________________________________________________________________
 GC1410  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1410  DYNAMIC HT  -         122.656 (meters)     402.41  (feet)  COMP
 GC1410  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 GC1410
 GC1410  VERT ORDER  -  FIRST     CLASS II
 GC1410
 GC1410.The horizontal coordinates were scaled from a topographic map and have
 GC1410.an estimated accuracy of +/- 6 seconds.
 GC1410
 GC1410.The orthometric height was determined by differential leveling
 GC1410.and adjusted by the National Geodetic Survey in June 1991..
 GC1410
 GC1410.The geoid height was determined by GEOID03.
 GC1410
 GC1410.The dynamic height is computed by dividing the NAVD 88
 GC1410.geopotential number by the normal gravity value computed on the
 GC1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1410.degrees latitude (g = 980.6199 gals.).
 GC1410
 GC1410.The modeled gravity was interpolated from observed gravity values.
 GC1410
 GC1410;                    North         East    Units  Estimated Accuracy
 GC1410;SPC TN       -   219,620.      498,390.      MT  (+/- 180 meters Scaled)
 GC1410
 GC1410                          SUPERSEDED SURVEY CONTROL
 GC1410
 GC1410  NGVD 29 (??/??/92)  122.813  (m)          402.93   (f) ADJ UNCH    1 2
 GC1410
 GC1410.Superseded values are not recommended for survey control.
 GC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1410.See file dsdata.txt to determine how the superseded data were derived.
 GC1410
 GC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF882180(NAD 83)
 GC1410_MARKER: DB = BENCH MARK DISK
 GC1410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1410_SP_SET: BRIDGE
 GC1410_STAMPING: S 181 1949
 GC1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1410
 GC1410  HISTORY     - Date     Condition        Report By
 GC1410  HISTORY     - 1949     MONUMENTED       CGS
 GC1410  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1410
 GC1410                          STATION DESCRIPTION
 GC1410
 GC1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1410'4.2 MI NW FROM ASHLAND CITY.
 GC1410'4.15 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1410'THE STATION AT ASHLAND CITY, ABOUT 0.5 MILE EAST OF THE STATION
 GC1410'AT CHAPMANSBORO, SET IN THE TOP OF THE SOUTH END OF THE LOWER
 GC1410'PART OF THE WEST CONCRETE ABUTMENT OF STEEL BRIDGE NO. 33-22,
 GC1410'9 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET SOUTH OF THE STEEL
 GC1410'SPAN, 1.3 FEET NORTH OF THE SOUTH EDGE OF THE ABUTMENT, 1.5
 GC1410'FEET WEST OF THE EAST EDGE OF THE ABUTMENT AND ABOUT 9 FEET
 GC1410'BELOW THE TRACK.
 GC1410
 GC1410                          STATION RECOVERY (1984)
 GC1410
 GC1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1410'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1132 ***********************************************************************
 GC1132  DESIGNATION -  S 182
 GC1132  PID         -  GC1132
 GC1132  STATE/COUNTY-  TN/MONTGOMERY
 GC1132  USGS QUAD   -  CLARKSVILLE (1984)
 GC1132
 GC1132                         *CURRENT SURVEY CONTROL
 GC1132  ___________________________________________________________________
 GC1132* NAD 83(1986)-  36 32 13.     (N)    087 22 00.     (W)     SCALED    
 GC1132* NAVD 88     -       125.030  (meters)     410.20   (feet)  ADJUSTED  
 GC1132  ___________________________________________________________________
 GC1132  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1132  DYNAMIC HT  -         124.926 (meters)     409.86  (feet)  COMP
 GC1132  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GC1132
 GC1132  VERT ORDER  -  FIRST     CLASS II
 GC1132
 GC1132.The horizontal coordinates were scaled from a topographic map and have
 GC1132.an estimated accuracy of +/- 6 seconds.
 GC1132
 GC1132.The orthometric height was determined by differential leveling
 GC1132.and adjusted by the National Geodetic Survey in June 1991..
 GC1132
 GC1132.The geoid height was determined by GEOID03.
 GC1132
 GC1132.The dynamic height is computed by dividing the NAVD 88
 GC1132.geopotential number by the normal gravity value computed on the
 GC1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1132.degrees latitude (g = 980.6199 gals.).
 GC1132
 GC1132.The modeled gravity was interpolated from observed gravity values.
 GC1132
 GC1132;                    North         East    Units  Estimated Accuracy
 GC1132;SPC TN       -   245,350.      477,620.      MT  (+/- 180 meters Scaled)
 GC1132
 GC1132                          SUPERSEDED SURVEY CONTROL
 GC1132
 GC1132  NGVD 29 (??/??/92)  125.096  (m)          410.42   (f) ADJ UNCH    1 2
 GC1132
 GC1132.Superseded values are not recommended for survey control.
 GC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1132.See file dsdata.txt to determine how the superseded data were derived.
 GC1132
 GC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF671435(NAD 83)
 GC1132_MARKER: DB = BENCH MARK DISK
 GC1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1132_STAMPING: S 182 1949
 GC1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1132+STABILITY: SURFACE MOTION
 GC1132
 GC1132  HISTORY     - Date     Condition        Report By
 GC1132  HISTORY     - 1949     MONUMENTED       CGS
 GC1132  HISTORY     - 1957     GOOD             NGS
 GC1132  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1132
 GC1132                          STATION DESCRIPTION
 GC1132
 GC1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1132'AT CLARKSVILLE.
 GC1132'AT CLARKSVILLE, ABOUT 0.7 MILE NORTH ALONG THE TENNESSEE CENTRAL
 GC1132'RAILWAY FROM THE STATION, AT THE NORTH END OF A SWITCH TRACK AND AT
 GC1132'THE CROSSING OF A SOUTHEAST-NORTHWEST BLACK TOP ROAD, 59 FEET
 GC1132'EAST OF THE EAST RAIL OF THE MAIN TRACK, 21 FEET NORTHEAST OF THE
 GC1132'CENTER LINE OF THE ROAD, 33 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 GC1132'OF A CEMETERY, 10 FEET EAST OF THE CENTER LINE OF A DRIVE TO
 GC1132'CEMETERY, 1 FOOT SOUTHWEST OF THE CEMETERY FENCE, 33 FEET
 GC1132'SOUTHEAST OF POWER POLE NO. 1908, 2 FEET NORTHWEST OF A WHITE
 GC1132'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 GC1132'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1132
 GC1132                          STATION RECOVERY (1957)
 GC1132
 GC1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1132'RECOVERED IN GOOD CONDITION.
 GC1132
 GC1132                          STATION RECOVERY (1984)
 GC1132
 GC1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1132'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1386 ***********************************************************************
 FC1386  DESIGNATION -  S 183
 FC1386  PID         -  FC1386
 FC1386  STATE/COUNTY-  TN/MARION
 FC1386  USGS QUAD   -  SEQUATCHIE (1982)
 FC1386
 FC1386                         *CURRENT SURVEY CONTROL
 FC1386  ___________________________________________________________________
 FC1386* NAD 83(1986)-  35 00 24.     (N)    085 31 48.     (W)     SCALED    
 FC1386* NAVD 88     -       231.311  (meters)     758.89   (feet)  ADJUSTED  
 FC1386  ___________________________________________________________________
 FC1386  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1386  DYNAMIC HT  -         231.086 (meters)     758.15  (feet)  COMP
 FC1386  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 FC1386
 FC1386  VERT ORDER  -  FIRST     CLASS II
 FC1386
 FC1386.The horizontal coordinates were scaled from a topographic map and have
 FC1386.an estimated accuracy of +/- 6 seconds.
 FC1386
 FC1386.The orthometric height was determined by differential leveling
 FC1386.and adjusted by the National Geodetic Survey in June 1991..
 FC1386
 FC1386.The geoid height was determined by GEOID03.
 FC1386
 FC1386.The dynamic height is computed by dividing the NAVD 88
 FC1386.geopotential number by the normal gravity value computed on the
 FC1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1386.degrees latitude (g = 980.6199 gals.).
 FC1386
 FC1386.The modeled gravity was interpolated from observed gravity values.
 FC1386
 FC1386;                    North         East    Units  Estimated Accuracy
 FC1386;SPC TN       -    74,810.      642,900.      MT  (+/- 180 meters Scaled)
 FC1386
 FC1386                          SUPERSEDED SURVEY CONTROL
 FC1386
 FC1386  NGVD 29 (??/??/92)  231.316  (m)          758.91   (f) ADJ UNCH    1 2
 FC1386
 FC1386.Superseded values are not recommended for survey control.
 FC1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1386.See file dsdata.txt to determine how the superseded data were derived.
 FC1386
 FC1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD341747(NAD 83)
 FC1386_MARKER: DB = BENCH MARK DISK
 FC1386_SETTING: 66 = SET IN ROCK OUTCROP
 FC1386_SP_SET: ROCK OUTCROP
 FC1386_STAMPING: S 183 1950
 FC1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1386+STABILITY: POSITION/ELEVATION WELL
 FC1386
 FC1386  HISTORY     - Date     Condition        Report By
 FC1386  HISTORY     - 1950     MONUMENTED       CGS
 FC1386  HISTORY     - 1963     GOOD             NGS
 FC1386  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1386
 FC1386                          STATION DESCRIPTION
 FC1386
 FC1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1386'1.2 MI E FROM LADDS.
 FC1386'ABOUT 1.2 MILES EASTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD
 FC1386'FROM THE UNDERPASS OF NO. 156 TENNESSEE HWY. IN LADDS OR ABOUT
 FC1386'0.5 MILE NORTHERLY ON SAID HWY. THENCE ABOUT A MILE EASTERLY
 FC1386'ON ROAD OF SEASONAL USABILITY AND THENCE MEANDER AN ESTIMATED
 FC1386'0.25 MILE SOUTHERLY UP HILL TO SITE OF OLD VULCAN AND THE MARK,
 FC1386'ABOUT 50 YARDS E OF MOST SOUTHEASTERLY ONE OF SEVERAL OLD
 FC1386'CHIMNEY REMNANTS OF OLD R.R. SECTION HOUSES, ABOUT 45 YARDS E
 FC1386'OF A LARGE BOULDER, ABOUT 75 YARDS SE OF SMALL-PIPE ARTESIAN
 FC1386'WELL, ABOUT MIDWAY OF A SHORT R.R. TANGENT, 46 FEET SE OF
 FC1386'CENTER OF NO. 134/15 CREOSOTED TELEPHONE POLE, 36.1 FEET SW
 FC1386'OF SW RAIL OF MAIN LINE DOUBLE TRACKS, 0.5 FOOT HIGHER THAN TOP
 FC1386'OF SAME, 3 FEET ABOVE GROUND ON NE SIDE AND 0.9 FOOT ABOVE
 FC1386'GROUND ON SW SIDE OF ROCK, SET IN DRILL HOLE IN ROCK OUTCROP.
 FC1386
 FC1386                          STATION RECOVERY (1983)
 FC1386
 FC1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1386'NOT RECOVERED, NOT SEARCHED FOR, TOO FAR OFF LINE TO LEVEL TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1094 ***********************************************************************
 FC1094  DESIGNATION -  S 184
 FC1094  PID         -  FC1094
 FC1094  STATE/COUNTY-  TN/HAMILTON
 FC1094  USGS QUAD   -  DAISY (1976)
 FC1094
 FC1094                         *CURRENT SURVEY CONTROL
 FC1094  ___________________________________________________________________
 FC1094* NAD 83(1986)-  35 13 27.     (N)    085 11 57.     (W)     SCALED    
 FC1094* NAVD 88     -       209.303  (meters)     686.69   (feet)  ADJUSTED  
 FC1094  ___________________________________________________________________
 FC1094  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1094  DYNAMIC HT  -         209.097 (meters)     686.01  (feet)  COMP
 FC1094  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 FC1094
 FC1094  VERT ORDER  -  FIRST     CLASS II
 FC1094
 FC1094.The horizontal coordinates were scaled from a topographic map and have
 FC1094.an estimated accuracy of +/- 6 seconds.
 FC1094
 FC1094.The orthometric height was determined by differential leveling
 FC1094.and adjusted by the National Geodetic Survey in June 1991..
 FC1094
 FC1094.The geoid height was determined by GEOID03.
 FC1094
 FC1094.The dynamic height is computed by dividing the NAVD 88
 FC1094.geopotential number by the normal gravity value computed on the
 FC1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1094.degrees latitude (g = 980.6199 gals.).
 FC1094
 FC1094.The modeled gravity was interpolated from observed gravity values.
 FC1094
 FC1094;                    North         East    Units  Estimated Accuracy
 FC1094;SPC TN       -    99,140.      672,910.      MT  (+/- 180 meters Scaled)
 FC1094
 FC1094                          SUPERSEDED SURVEY CONTROL
 FC1094
 FC1094  NGVD 29 (??/??/92)  209.351  (m)          686.85   (f) ADJ UNCH    1 2
 FC1094
 FC1094.Superseded values are not recommended for survey control.
 FC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1094.See file dsdata.txt to determine how the superseded data were derived.
 FC1094
 FC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD638993(NAD 83)
 FC1094_MARKER: DB = BENCH MARK DISK
 FC1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1094_STAMPING: S 184 1950
 FC1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1094+STABILITY: SURFACE MOTION
 FC1094
 FC1094  HISTORY     - Date     Condition        Report By
 FC1094  HISTORY     - 1950     MONUMENTED       CGS
 FC1094  HISTORY     - 1972     GOOD             TVA
 FC1094
 FC1094                          STATION DESCRIPTION
 FC1094
 FC1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1094'1 MI SW FROM DAISY.
 FC1094'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1094'STATION AT DAISY, ABOUT 0.1 MILE NORTHEAST AND ACROSS TRACK FROM
 FC1094'MILE POST 322, AT A FENCE CORNER, 265 FEET NORTHEAST OF A SIGN
 FC1094'STATION ONE MILE, 243 FEET EAST-NORTHEAST OF THE SOUTHEAST END
 FC1094'OF A 40-INCH PIPE CULVERT, 109 1/2 FEET NORTHEAST OF A FENCE
 FC1094'CORNER, 46 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FC1094'MAIN TRACK, 23 FEET SOUTHWEST OF A FENCE CORNER, 8 FEET EAST OF
 FC1094'A TELEPHONE POLE, 1 1/2 FEET NORTH OF A T.V.A. STEEL WITNESS
 FC1094'POST, ABOUT 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 FC1094'CONCRETE POST PROJECTING 4 INCHES.
 FC1094
 FC1094                          STATION RECOVERY (1972)
 FC1094
 FC1094'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0711 ***********************************************************************
 FD0711  DESIGNATION -  S 185
 FD0711  PID         -  FD0711
 FD0711  STATE/COUNTY-  TN/MAURY
 FD0711  USGS QUAD   -  COLUMBIA (1989)
 FD0711
 FD0711                         *CURRENT SURVEY CONTROL
 FD0711  ___________________________________________________________________
 FD0711* NAD 83(1986)-  35 36 50.     (N)    087 02 35.     (W)     SCALED    
 FD0711* NAVD 88     -       208.791  (meters)     685.01   (feet)  ADJUSTED  
 FD0711  ___________________________________________________________________
 FD0711  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0711  DYNAMIC HT  -         208.607 (meters)     684.40  (feet)  COMP
 FD0711  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FD0711
 FD0711  VERT ORDER  -  FIRST     CLASS II
 FD0711
 FD0711.The horizontal coordinates were scaled from a topographic map and have
 FD0711.an estimated accuracy of +/- 6 seconds.
 FD0711
 FD0711.The orthometric height was determined by differential leveling
 FD0711.and adjusted by the National Geodetic Survey in June 1991..
 FD0711
 FD0711.The geoid height was determined by GEOID03.
 FD0711
 FD0711.The dynamic height is computed by dividing the NAVD 88
 FD0711.geopotential number by the normal gravity value computed on the
 FD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0711.degrees latitude (g = 980.6199 gals.).
 FD0711
 FD0711.The modeled gravity was interpolated from observed gravity values.
 FD0711
 FD0711;                    North         East    Units  Estimated Accuracy
 FD0711;SPC TN       -   142,580.      505,500.      MT  (+/- 180 meters Scaled)
 FD0711
 FD0711                          SUPERSEDED SURVEY CONTROL
 FD0711
 FD0711  NGVD 29 (??/??/92)  208.770  (m)          684.94   (f) ADJ UNCH    1 2
 FD0711
 FD0711.Superseded values are not recommended for survey control.
 FD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0711.See file dsdata.txt to determine how the superseded data were derived.
 FD0711
 FD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE961411(NAD 83)
 FD0711_MARKER: DB = BENCH MARK DISK
 FD0711_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FD0711_STAMPING: S 185 1949
 FD0711_MARK LOGO: CGS   
 FD0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0711
 FD0711  HISTORY     - Date     Condition        Report By
 FD0711  HISTORY     - 1949     MONUMENTED       CGS
 FD0711  HISTORY     - 1958     GOOD             TVA
 FD0711  HISTORY     - 1984     GOOD             NGS
 FD0711
 FD0711                          STATION DESCRIPTION
 FD0711
 FD0711'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0711'AT COLUMBIA.
 FD0711'AT COLUMBIA, 0.35 MILE WEST ALONG WEST 8TH STREET FROM THE POST
 FD0711'OFFICE, SET VERTICALLY IN THE NORTH BRICK FACE AT THE NORTH
 FD0711'ENTRANCE OF THE EAST WING TO THE WHITTHORNE JUNIOR HIGH SCHOOL,
 FD0711'8 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE AND 1 FOOT
 FD0711'ABOVE THE TOP STEP OF THE ENTRANCE.  A STANDARD DISK, STAMPED
 FD0711'S 185 1949.
 FD0711
 FD0711                          STATION RECOVERY (1984)
 FD0711
 FD0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0400 ***********************************************************************
 GC0400  DESIGNATION -  S 187
 GC0400  PID         -  GC0400
 GC0400  STATE/COUNTY-  TN/DAVIDSON
 GC0400  USGS QUAD   -  ANTIOCH (1983)
 GC0400
 GC0400                         *CURRENT SURVEY CONTROL
 GC0400  ___________________________________________________________________
 GC0400* NAD 83(1986)-  36 07 29.     (N)    086 44 19.     (W)     SCALED    
 GC0400* NAVD 88     -       151.324  (meters)     496.47   (feet)  ADJUSTED  
 GC0400  ___________________________________________________________________
 GC0400  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0400  DYNAMIC HT  -         151.194 (meters)     496.04  (feet)  COMP
 GC0400  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0400
 GC0400  VERT ORDER  -  FIRST     CLASS II
 GC0400
 GC0400.The horizontal coordinates were scaled from a topographic map and have
 GC0400.an estimated accuracy of +/- 6 seconds.
 GC0400
 GC0400.The orthometric height was determined by differential leveling
 GC0400.and adjusted by the National Geodetic Survey in June 1991..
 GC0400
 GC0400.The geoid height was determined by GEOID03.
 GC0400
 GC0400.The dynamic height is computed by dividing the NAVD 88
 GC0400.geopotential number by the normal gravity value computed on the
 GC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0400.degrees latitude (g = 980.6199 gals.).
 GC0400
 GC0400.The modeled gravity was interpolated from observed gravity values.
 GC0400
 GC0400;                    North         East    Units  Estimated Accuracy
 GC0400;SPC TN       -   199,010.      533,510.      MT  (+/- 180 meters Scaled)
 GC0400
 GC0400                          SUPERSEDED SURVEY CONTROL
 GC0400
 GC0400  NGVD 29 (??/??/92)  151.346  (m)          496.54   (f) ADJ UNCH    1 2
 GC0400
 GC0400.Superseded values are not recommended for survey control.
 GC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0400.See file dsdata.txt to determine how the superseded data were derived.
 GC0400
 GC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE235978(NAD 83)
 GC0400_MARKER: DB = BENCH MARK DISK
 GC0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0400_STAMPING: S 187 1949
 GC0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0400+STABILITY: SURFACE MOTION
 GC0400
 GC0400  HISTORY     - Date     Condition        Report By
 GC0400  HISTORY     - 1949     MONUMENTED       CGS
 GC0400  HISTORY     - 1960     GOOD             NGS
 GC0400  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC0400
 GC0400                          STATION DESCRIPTION
 GC0400
 GC0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0400'3.5 MI SE FROM NASHVILLE.
 GC0400'3.5 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0400'LOUIS RAILWAY FROM THE STATION AT NASHVILLE, DAVIDSON COUNTY,
 GC0400'AT TELEPHONE POLE 3/26, 180 FEET NORTHWEST OF THE CENTER OF A
 GC0400'CURVE IN GLENROSE AVENUE AT A POINT WHERE THE AVENUE CURVES
 GC0400'AWAY FROM TRACK TO THE SOUTH AND PARALLELS THE TRACK NORTHWEST,
 GC0400'78 FEET SOUTHWEST OF THE SOUTHWEST RAIL TO THE SOUTHWEST TRACK,
 GC0400'29 FEET NORTHEAST OF THE CENTERLINE OF GLENROSE AVENUE, 47 FEET
 GC0400'SOUTHEAST OF A LONG 28-INCH HACKBERRY TREE, 1-1/2 FEET NORTH OF
 GC0400'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND SET
 GC0400'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GC0400
 GC0400                          STATION RECOVERY (1968)
 GC0400
 GC0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1421 ***********************************************************************
 GC1421  DESIGNATION -  S 188
 GC1421  PID         -  GC1421
 GC1421  STATE/COUNTY-  TN/CHEATHAM
 GC1421  USGS QUAD   -  LILLAMAY (1983)
 GC1421
 GC1421                         *CURRENT SURVEY CONTROL
 GC1421  ___________________________________________________________________
 GC1421* NAD 83(1986)-  36 13 18.     (N)    087 00 28.     (W)     SCALED    
 GC1421* NAVD 88     -       121.758  (meters)     399.47   (feet)  ADJUSTED  
 GC1421  ___________________________________________________________________
 GC1421  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1421  DYNAMIC HT  -         121.654 (meters)     399.13  (feet)  COMP
 GC1421  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GC1421
 GC1421  VERT ORDER  -  FIRST     CLASS II
 GC1421
 GC1421.The horizontal coordinates were scaled from a topographic map and have
 GC1421.an estimated accuracy of +/- 6 seconds.
 GC1421
 GC1421.The orthometric height was determined by differential leveling
 GC1421.and adjusted by the National Geodetic Survey in June 1991..
 GC1421
 GC1421.The geoid height was determined by GEOID03.
 GC1421
 GC1421.The dynamic height is computed by dividing the NAVD 88
 GC1421.geopotential number by the normal gravity value computed on the
 GC1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1421.degrees latitude (g = 980.6199 gals.).
 GC1421
 GC1421.The modeled gravity was interpolated from observed gravity values.
 GC1421
 GC1421;                    North         East    Units  Estimated Accuracy
 GC1421;SPC TN       -   209,980.      509,390.      MT  (+/- 180 meters Scaled)
 GC1421
 GC1421                          SUPERSEDED SURVEY CONTROL
 GC1421
 GC1421  NGVD 29 (??/??/92)  121.802  (m)          399.61   (f) ADJ UNCH    1 2
 GC1421
 GC1421.Superseded values are not recommended for survey control.
 GC1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1421.See file dsdata.txt to determine how the superseded data were derived.
 GC1421
 GC1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF993085(NAD 83)
 GC1421_MARKER: DB = BENCH MARK DISK
 GC1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1421_STAMPING: S 188 1949
 GC1421_MARK LOGO: CGS   
 GC1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1421+STABILITY: SURFACE MOTION
 GC1421
 GC1421  HISTORY     - Date     Condition        Report By
 GC1421  HISTORY     - 1949     MONUMENTED       CGS
 GC1421  HISTORY     - 1984     GOOD             NGS
 GC1421
 GC1421                          STATION DESCRIPTION
 GC1421
 GC1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1421'5.4 MI SE FROM ASHLAND CITY.
 GC1421'5.45 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1421'THE STATION AT ASHLAND CITY, ABOUT 1.2 MILES NORTHWEST OF THE
 GC1421'CHEATHAM-DAVIDSON COUNTY LINE, AT TRESTLE NO. H 23-78, 131 FEET
 GC1421'NORTHWEST OF THE NORTHWEST CORNER OF THE TRESTLE, 48 FEET NORTH
 GC1421'OF THE NORTH RAIL, 129 FEET WEST OF THE CENTER LINE OF A FARM
 GC1421'ROAD WHICH PASSES UNDER TRESTLE, 4 1/2 FEET EAST OF A FENCE
 GC1421'CORNER, 1 1/2 FEET NORTH OF THE R/W FENCE LINE, 1 1/2 FEET NORTHWEST
 GC1421'OF A WHITE WOODEN WITNESS POST, ABOUT 12 FEET BELOW THE TRACK
 GC1421'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GC1421
 GC1421                          STATION RECOVERY (1984)
 GC1421
 GC1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1421'RECOVERED IN GOOD CONDITION.  NOT LEVELED DURING THIS SURVEY.
 GC1421'THE MARK IS 3.05 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0469 ***********************************************************************
 GB0469  DESIGNATION -  S 189
 GB0469  PID         -  GB0469
 GB0469  STATE/COUNTY-  TN/KNOX
 GB0469  USGS QUAD   -  POWELL (1976)
 GB0469
 GB0469                         *CURRENT SURVEY CONTROL
 GB0469  ___________________________________________________________________
 GB0469* NAD 83(1986)-  36 03 00.     (N)    084 03 38.     (W)     SCALED    
 GB0469* NAVD 88     -       304.634  (meters)     999.45   (feet)  ADJUSTED  
 GB0469  ___________________________________________________________________
 GB0469  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0469  DYNAMIC HT  -         304.351 (meters)     998.52  (feet)  COMP
 GB0469  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GB0469
 GB0469  VERT ORDER  -  FIRST     CLASS I
 GB0469
 GB0469.The horizontal coordinates were scaled from a topographic map and have
 GB0469.an estimated accuracy of +/- 6 seconds.
 GB0469
 GB0469.The orthometric height was determined by differential leveling
 GB0469.and adjusted by the National Geodetic Survey in June 1991..
 GB0469
 GB0469.The geoid height was determined by GEOID03.
 GB0469
 GB0469.The dynamic height is computed by dividing the NAVD 88
 GB0469.geopotential number by the normal gravity value computed on the
 GB0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0469.degrees latitude (g = 980.6199 gals.).
 GB0469
 GB0469.The modeled gravity was interpolated from observed gravity values.
 GB0469
 GB0469;                    North         East    Units  Estimated Accuracy
 GB0469;SPC TN       -   192,200.      774,740.      MT  (+/- 180 meters Scaled)
 GB0469
 GB0469                          SUPERSEDED SURVEY CONTROL
 GB0469
 GB0469  NGVD 29 (??/??/92)  304.749  (m)          999.83   (f) ADJ UNCH    1 1
 GB0469
 GB0469.Superseded values are not recommended for survey control.
 GB0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0469.See file dsdata.txt to determine how the superseded data were derived.
 GB0469
 GB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE647934(NAD 83)
 GB0469_MARKER: DB = BENCH MARK DISK
 GB0469_SETTING: 66 = SET IN ROCK OUTCROP
 GB0469_SP_SET: ROCK LEDGE
 GB0469_STAMPING: S 189 1950
 GB0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0469+STABILITY: POSITION/ELEVATION WELL
 GB0469
 GB0469  HISTORY     - Date     Condition        Report By
 GB0469  HISTORY     - 1950     MONUMENTED       CGS
 GB0469  HISTORY     - 1967     GOOD             NGS
 GB0469  HISTORY     - 1973     GOOD             TVA
 GB0469
 GB0469                          STATION DESCRIPTION
 GB0469
 GB0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0469'2.6 MI W FROM POWELL.
 GB0469'ABOUT 2.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0469'AT POWELL, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 11, AT THE OUTSIDE
 GB0469'OF A CURVE, AT THE SOUTHWEST END OF A SLIGHT CURVE, ABOUT 142
 GB0469'YARDS SOUTHWEST OF A 30-INCH CONCRETE PIPE CULVERT UNDER THE TRACK,
 GB0469'SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK LEDGE THAT IS ABOUT
 GB0469'8 FEET LONG AND 2 FEET HIGH, 42 FEET SOUTHEAST OF THE SOUTHEAST
 GB0469'RAIL, 29 FEET EAST OF A TELEPHONE POLE, 1/2 FOOT ABOVE THE GROUND
 GB0469'AND ABOUT 2 FEET ABOVE THE TRACK.
 GB0469
 GB0469                          STATION RECOVERY (1973)
 GB0469
 GB0469'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0069 ***********************************************************************
 FE0069  DESIGNATION -  S 19
 FE0069  PID         -  FE0069
 FE0069  STATE/COUNTY-  TN/HENDERSON
 FE0069  USGS QUAD   -  LEXINGTON (1992)
 FE0069
 FE0069                         *CURRENT SURVEY CONTROL
 FE0069  ___________________________________________________________________
 FE0069* NAD 83(1986)-  35 38 35.     (N)    088 23 44.     (W)     SCALED    
 FE0069* NAVD 88     -       150.272  (meters)     493.02   (feet)  ADJUSTED  
 FE0069  ___________________________________________________________________
 FE0069  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0069  DYNAMIC HT  -         150.139 (meters)     492.58  (feet)  COMP
 FE0069  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FE0069
 FE0069  VERT ORDER  -  FIRST     CLASS II
 FE0069
 FE0069.The horizontal coordinates were scaled from a topographic map and have
 FE0069.an estimated accuracy of +/- 6 seconds.
 FE0069
 FE0069.The orthometric height was determined by differential leveling
 FE0069.and adjusted by the National Geodetic Survey in June 1991..
 FE0069
 FE0069.The geoid height was determined by GEOID03.
 FE0069
 FE0069.The dynamic height is computed by dividing the NAVD 88
 FE0069.geopotential number by the normal gravity value computed on the
 FE0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0069.degrees latitude (g = 980.6199 gals.).
 FE0069
 FE0069.The modeled gravity was interpolated from observed gravity values.
 FE0069
 FE0069;                    North         East    Units  Estimated Accuracy
 FE0069;SPC TN       -   147,970.      383,070.      MT  (+/- 180 meters Scaled)
 FE0069
 FE0069                          SUPERSEDED SURVEY CONTROL
 FE0069
 FE0069  NGVD 29 (??/??/??)  150.289  (m)          493.07   (f) ADJUSTED    1 2
 FE0069
 FE0069.Superseded values are not recommended for survey control.
 FE0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0069.See file dsdata.txt to determine how the superseded data were derived.
 FE0069
 FE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE736452(NAD 83)
 FE0069_MARKER: DB = BENCH MARK DISK
 FE0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0069_STAMPING: 493.191 S 19 1934
 FE0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0069+STABILITY: SURFACE MOTION
 FE0069
 FE0069  HISTORY     - Date     Condition        Report By
 FE0069  HISTORY     - 1934     MONUMENTED       CGS
 FE0069  HISTORY     - 1935     GOOD             CGS
 FE0069
 FE0069                          STATION DESCRIPTION
 FE0069
 FE0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0069'AT LEXINGTON.
 FE0069'AT LEXINGTON, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE0069'AND ST. LOUIS RAILWAY, 65 FEET WEST OF THE STATION, AND 40 FEET
 FE0069'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 FE0069'STAMPED 493.191 S 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0504 ***********************************************************************
 GB0504  DESIGNATION -  S 190
 GB0504  PID         -  GB0504
 GB0504  STATE/COUNTY-  TN/ANDERSON
 GB0504  USGS QUAD   -  CLINTON (1990)
 GB0504
 GB0504                         *CURRENT SURVEY CONTROL
 GB0504  ___________________________________________________________________
 GB0504* NAD 83(1986)-  36 03 48.     (N)    084 14 37.     (W)     SCALED    
 GB0504* NAVD 88     -       257.761  (meters)     845.67   (feet)  ADJUSTED  
 GB0504  ___________________________________________________________________
 GB0504  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB0504  DYNAMIC HT  -         257.526 (meters)     844.90  (feet)  COMP
 GB0504  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GB0504
 GB0504  VERT ORDER  -  FIRST     CLASS I
 GB0504
 GB0504.The horizontal coordinates were scaled from a topographic map and have
 GB0504.an estimated accuracy of +/- 6 seconds.
 GB0504
 GB0504.The orthometric height was determined by differential leveling
 GB0504.and adjusted by the National Geodetic Survey in June 1991..
 GB0504
 GB0504.The geoid height was determined by GEOID03.
 GB0504
 GB0504.The dynamic height is computed by dividing the NAVD 88
 GB0504.geopotential number by the normal gravity value computed on the
 GB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0504.degrees latitude (g = 980.6199 gals.).
 GB0504
 GB0504.The modeled gravity was interpolated from observed gravity values.
 GB0504
 GB0504;                    North         East    Units  Estimated Accuracy
 GB0504;SPC TN       -   193,360.      758,220.      MT  (+/- 180 meters Scaled)
 GB0504
 GB0504                          SUPERSEDED SURVEY CONTROL
 GB0504
 GB0504  NGVD 29 (??/??/92)  257.894  (m)          846.11   (f) ADJ UNCH    1 1
 GB0504
 GB0504.Superseded values are not recommended for survey control.
 GB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0504.See file dsdata.txt to determine how the superseded data were derived.
 GB0504
 GB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE482944(NAD 83)
 GB0504_MARKER: DB = BENCH MARK DISK
 GB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0504_STAMPING: S 190 1950
 GB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0504+STABILITY: SURFACE MOTION
 GB0504
 GB0504  HISTORY     - Date     Condition        Report By
 GB0504  HISTORY     - 1950     MONUMENTED       CGS
 GB0504  HISTORY     - 1967     GOOD             NGS
 GB0504  HISTORY     - 1972     GOOD             TVA
 GB0504
 GB0504                          STATION DESCRIPTION
 GB0504
 GB0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0504'7 MI E FROM OLIVER SPRINGS.
 GB0504'ABOUT 7.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0504'AT OLIVER SPRINGS, ABOUT 7.85 MILES SOUTHWEST OF THE STATION
 GB0504'AT CLINTON, ABOUT 0.35 MILE SOUTHEAST OF MILEPOST 29, ABOUT 200
 GB0504'FEET WEST OF THE CROSSING OF POWDER MILL ROAD AT MARLOW, 50
 GB0504'FEET WEST OF THE WEST END OF THE NORTH HEAD WALL OF A 3-FOOT
 GB0504'STONE BOX CULVERT UNDER THE TRACK, 54.9 FEET NORTH OF THE
 GB0504'NORTH RAIL OF THE MAIN TRACK, 17 1/2 FEET WEST OF A 4-INCH CEDAR
 GB0504'TREE, 63 FEET SOUTH OF THE SOUTHEAST CORNER OF A ONE STORY
 GB0504'HOUSE WITH BRICK SIDING, 1.2 FEET EAST OF A METAL WITNESS POST,
 GB0504'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 GB0504'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 GB0504'GROUND.
 GB0504
 GB0504                          STATION RECOVERY (1972)
 GB0504
 GB0504'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0871 ***********************************************************************
 GB0871  DESIGNATION -  S 191
 GB0871  PID         -  GB0871
 GB0871  STATE/COUNTY-  TN/MORGAN
 GB0871  USGS QUAD   -  LANCING (1984)
 GB0871
 GB0871                         *CURRENT SURVEY CONTROL
 GB0871  ___________________________________________________________________
 GB0871* NAD 83(1986)-  36 07 12.     (N)    084 39 12.     (W)     SCALED    
 GB0871* NAVD 88     -       361.317  (meters)    1185.42   (feet)  ADJUSTED  
 GB0871  ___________________________________________________________________
 GB0871  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB0871  DYNAMIC HT  -         360.992 (meters)    1184.35  (feet)  COMP
 GB0871  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 GB0871
 GB0871  VERT ORDER  -  FIRST     CLASS I
 GB0871
 GB0871.The horizontal coordinates were scaled from a topographic map and have
 GB0871.an estimated accuracy of +/- 6 seconds.
 GB0871
 GB0871.The orthometric height was determined by differential leveling
 GB0871.and adjusted by the National Geodetic Survey in June 1991..
 GB0871.WARNING-Repeat measurements at this control monument indicate possible
 GB0871.vertical movement.
 GB0871
 GB0871.The geoid height was determined by GEOID03.
 GB0871
 GB0871.The dynamic height is computed by dividing the NAVD 88
 GB0871.geopotential number by the normal gravity value computed on the
 GB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0871.degrees latitude (g = 980.6199 gals.).
 GB0871
 GB0871.The modeled gravity was interpolated from observed gravity values.
 GB0871
 GB0871;                    North         East    Units  Estimated Accuracy
 GB0871;SPC TN       -   199,060.      721,230.      MT  (+/- 180 meters Scaled)
 GB0871
 GB0871                          SUPERSEDED SURVEY CONTROL
 GB0871
 GB0871  NGVD 29 (??/??/92)  361.430  (m)         1185.79   (f) ADJ UNCH    1 1
 GB0871
 GB0871.Superseded values are not recommended for survey control.
 GB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0871.See file dsdata.txt to determine how the superseded data were derived.
 GB0871
 GB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE111998(NAD 83)
 GB0871_MARKER: DB = BENCH MARK DISK
 GB0871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GB0871_STAMPING: S 191 1950
 GB0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0871
 GB0871  HISTORY     - Date     Condition        Report By
 GB0871  HISTORY     - 1950     MONUMENTED       CGS
 GB0871  HISTORY     - 1968     GOOD             NGS
 GB0871
 GB0871                          STATION DESCRIPTION
 GB0871
 GB0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0871'AT LANCING.
 GB0871'AT LANCING, ALONG THE SOUTHERN RAILWAY, 66 FEET NORTHWEST OF THE
 GB0871'NORTHWEST CORNER OF THE STATION, 0.1 MILE SOUTHWEST OF MILEPOST 241,
 GB0871'61 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 12 FEET WEST OF
 GB0871'THE CENTERLINE OF A GRAVELED ROAD, 35 FEET NORTHEAST OF A TELEPHONE
 GB0871'POLE WHICH IS BRACED BY TWO GUY WIRES, 1.1 FEET WEST OF A METAL
 GB0871'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 GB0871'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF
 GB0871'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0699 ***********************************************************************
 FC0699  DESIGNATION -  S 192
 FC0699  PID         -  FC0699
 FC0699  STATE/COUNTY-  TN/RHEA
 FC0699  USGS QUAD   -  EVENSVILLE (1990)
 FC0699
 FC0699                         *CURRENT SURVEY CONTROL
 FC0699  ___________________________________________________________________
 FC0699* NAD 83(1986)-  35 34 06.     (N)    084 57 07.     (W)     SCALED    
 FC0699* NAVD 88     -       228.825  (meters)     750.74   (feet)  ADJUSTED  
 FC0699  ___________________________________________________________________
 FC0699  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0699  DYNAMIC HT  -         228.603 (meters)     750.01  (feet)  COMP
 FC0699  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 FC0699
 FC0699  VERT ORDER  -  FIRST     CLASS II
 FC0699
 FC0699.The horizontal coordinates were scaled from a topographic map and have
 FC0699.an estimated accuracy of +/- 6 seconds.
 FC0699
 FC0699.The orthometric height was determined by differential leveling
 FC0699.and adjusted by the National Geodetic Survey in June 1991..
 FC0699
 FC0699.The geoid height was determined by GEOID03.
 FC0699
 FC0699.The dynamic height is computed by dividing the NAVD 88
 FC0699.geopotential number by the normal gravity value computed on the
 FC0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0699.degrees latitude (g = 980.6199 gals.).
 FC0699
 FC0699.The modeled gravity was interpolated from observed gravity values.
 FC0699
 FC0699;                    North         East    Units  Estimated Accuracy
 FC0699;SPC TN       -   137,530.      695,000.      MT  (+/- 180 meters Scaled)
 FC0699
 FC0699                          SUPERSEDED SURVEY CONTROL
 FC0699
 FC0699  NGVD 29 (??/??/92)  228.897  (m)          750.97   (f) ADJ UNCH    1 2
 FC0699
 FC0699.Superseded values are not recommended for survey control.
 FC0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0699.See file dsdata.txt to determine how the superseded data were derived.
 FC0699
 FC0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE856380(NAD 83)
 FC0699_MARKER: DB = BENCH MARK DISK
 FC0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0699_STAMPING: S 192 1950
 FC0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0699+STABILITY: SURFACE MOTION
 FC0699
 FC0699  HISTORY     - Date     Condition        Report By
 FC0699  HISTORY     - 1950     MONUMENTED       CGS
 FC0699
 FC0699                          STATION DESCRIPTION
 FC0699
 FC0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0699'AT EVENSVILLE.
 FC0699'AT EVENSVILLE, ABOUT 0.15 MILE NORTHEAST ALONG THE SOUTHERN
 FC0699'RAILWAY FROM THE STATION, 55 YARDS SOUTHWEST OF THE CENTER OF THE
 FC0699'CROSSING OF THE MAIN TRACK AND A PRIVATE ROAD, 36 FEET SOUTHWEST
 FC0699'OF THE WEST CORNER OF A PUMP HOUSE, 47 FEET NORTHWEST OF THE
 FC0699'NORTHWEST RAIL OF THE MAIN TRACK, 1 FOOT SOUTHEAST OF A FENCE LINE,
 FC0699'2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, 4 FEET BELOW
 FC0699'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FC0699'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0678 ***********************************************************************
 FC0678  DESIGNATION -  S 193
 FC0678  PID         -  FC0678
 FC0678  STATE/COUNTY-  TN/RHEA
 FC0678  USGS QUAD   -  SPRING CITY (1990)
 FC0678
 FC0678                         *CURRENT SURVEY CONTROL
 FC0678  ___________________________________________________________________
 FC0678* NAD 83(1986)-  35 41 36.     (N)    084 51 37.     (W)     SCALED    
 FC0678* NAVD 88     -       235.635  (meters)     773.08   (feet)  ADJUSTED  
 FC0678  ___________________________________________________________________
 FC0678  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0678  DYNAMIC HT  -         235.414 (meters)     772.35  (feet)  COMP
 FC0678  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FC0678
 FC0678  VERT ORDER  -  FIRST     CLASS II
 FC0678
 FC0678.The horizontal coordinates were scaled from a topographic map and have
 FC0678.an estimated accuracy of +/- 6 seconds.
 FC0678
 FC0678.The orthometric height was determined by differential leveling
 FC0678.and adjusted by the National Geodetic Survey in June 1991..
 FC0678
 FC0678.The geoid height was determined by GEOID03.
 FC0678
 FC0678.The dynamic height is computed by dividing the NAVD 88
 FC0678.geopotential number by the normal gravity value computed on the
 FC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0678.degrees latitude (g = 980.6199 gals.).
 FC0678
 FC0678.The modeled gravity was interpolated from observed gravity values.
 FC0678
 FC0678;                    North         East    Units  Estimated Accuracy
 FC0678;SPC TN       -   151,490.      703,150.      MT  (+/- 180 meters Scaled)
 FC0678
 FC0678                          SUPERSEDED SURVEY CONTROL
 FC0678
 FC0678  NGVD 29 (??/??/92)  235.721  (m)          773.36   (f) ADJ UNCH    1 2
 FC0678
 FC0678.Superseded values are not recommended for survey control.
 FC0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0678.See file dsdata.txt to determine how the superseded data were derived.
 FC0678
 FC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE936520(NAD 83)
 FC0678_MARKER: DB = BENCH MARK DISK
 FC0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0678_SP_SET: BUILDING
 FC0678_STAMPING: S 193 1950
 FC0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0678
 FC0678  HISTORY     - Date     Condition        Report By
 FC0678  HISTORY     - 1950     MONUMENTED       CGS
 FC0678
 FC0678                          STATION DESCRIPTION
 FC0678
 FC0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0678'AT SPRING CITY.
 FC0678'AT SPRING CITY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FC0678'SOUTHERN RAILWAY PASSENGER STATION BUILDING, 1 FOOT NORTHEAST
 FC0678'OF THE SOUTH CORNER OF THE BUILDING, 35 FEET NORTHWEST OF THE
 FC0678'NORTHWEST RAIL OF THE MAIN TRACK AND 4 FEET ABOVE THE PASSENGER
 FC0678'PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0644 ***********************************************************************
 FC0644  DESIGNATION -  S 194
 FC0644  PID         -  FC0644
 FC0644  STATE/COUNTY-  TN/ROANE
 FC0644  USGS QUAD   -  CARDIFF (1990)
 FC0644
 FC0644                         *CURRENT SURVEY CONTROL
 FC0644  ___________________________________________________________________
 FC0644* NAD 83(1986)-  35 53 32.     (N)    084 37 57.     (W)     SCALED    
 FC0644* NAVD 88     -       243.214  (meters)     797.94   (feet)  ADJUSTED  
 FC0644  ___________________________________________________________________
 FC0644  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0644  DYNAMIC HT  -         242.989 (meters)     797.21  (feet)  COMP
 FC0644  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FC0644
 FC0644  VERT ORDER  -  FIRST     CLASS II
 FC0644
 FC0644.The horizontal coordinates were scaled from a topographic map and have
 FC0644.an estimated accuracy of +/- 6 seconds.
 FC0644
 FC0644.The orthometric height was determined by differential leveling
 FC0644.and adjusted by the National Geodetic Survey in June 1991..
 FC0644
 FC0644.The geoid height was determined by GEOID03.
 FC0644
 FC0644.The dynamic height is computed by dividing the NAVD 88
 FC0644.geopotential number by the normal gravity value computed on the
 FC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0644.degrees latitude (g = 980.6199 gals.).
 FC0644
 FC0644.The modeled gravity was interpolated from observed gravity values.
 FC0644
 FC0644;                    North         East    Units  Estimated Accuracy
 FC0644;SPC TN       -   173,820.      723,460.      MT  (+/- 180 meters Scaled)
 FC0644
 FC0644                          SUPERSEDED SURVEY CONTROL
 FC0644
 FC0644  NGVD 29 (??/??/92)  243.326  (m)          798.31   (f) ADJ UNCH    1 2
 FC0644
 FC0644.Superseded values are not recommended for survey control.
 FC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0644.See file dsdata.txt to determine how the superseded data were derived.
 FC0644
 FC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE136745(NAD 83)
 FC0644_MARKER: DB = BENCH MARK DISK
 FC0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0644_SP_SET: CULVERT
 FC0644_STAMPING: S 194 1950
 FC0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0644
 FC0644  HISTORY     - Date     Condition        Report By
 FC0644  HISTORY     - 1950     MONUMENTED       CGS
 FC0644  HISTORY     - 1972     GOOD             TVA
 FC0644
 FC0644                          STATION DESCRIPTION
 FC0644
 FC0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0644'3.6 MI NE FROM ROCKWOOD.
 FC0644'3.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0644'AT ROCKWOOD, ABOUT 0.1 MILE SOUTHWEST OF THE ROAD CROSSING
 FC0644'AT CARDIFF, ABOUT 0.15 MILE SOUTHWEST OF THE STATION SIGN AT
 FC0644'CARDIFF, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FC0644'CONCRETE HEAD WALL OF A 36-INCH CAST IRON PIPE CULVERT, 23 FEET
 FC0644'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 8.5 FEET
 FC0644'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDING, AND ABOUT 1/2
 FC0644'FOOT BELOW THE TRACK.
 FC0644
 FC0644                          STATION RECOVERY (1972)
 FC0644
 FC0644'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0521 ***********************************************************************
 GB0521  DESIGNATION -  S 195
 GB0521  PID         -  GB0521
 GB0521  STATE/COUNTY-  TN/ROANE
 GB0521  USGS QUAD   -  WINDROCK (1975)
 GB0521
 GB0521                         *CURRENT SURVEY CONTROL
 GB0521  ___________________________________________________________________
 GB0521* NAD 83(1986)-  36 02 22.     (N)    084 21 21.     (W)     SCALED    
 GB0521* NAVD 88     -       252.536  (meters)     828.53   (feet)  ADJUSTED  
 GB0521  ___________________________________________________________________
 GB0521  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB0521  DYNAMIC HT  -         252.308 (meters)     827.78  (feet)  COMP
 GB0521  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 GB0521
 GB0521  VERT ORDER  -  FIRST     CLASS I
 GB0521
 GB0521.The horizontal coordinates were scaled from a topographic map and have
 GB0521.an estimated accuracy of +/- 6 seconds.
 GB0521
 GB0521.The orthometric height was determined by differential leveling
 GB0521.and adjusted by the National Geodetic Survey in June 1991..
 GB0521
 GB0521.The geoid height was determined by GEOID03.
 GB0521
 GB0521.The dynamic height is computed by dividing the NAVD 88
 GB0521.geopotential number by the normal gravity value computed on the
 GB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0521.degrees latitude (g = 980.6199 gals.).
 GB0521
 GB0521.The modeled gravity was interpolated from observed gravity values.
 GB0521
 GB0521;                    North         East    Units  Estimated Accuracy
 GB0521;SPC TN       -   190,540.      748,160.      MT  (+/- 180 meters Scaled)
 GB0521
 GB0521                          SUPERSEDED SURVEY CONTROL
 GB0521
 GB0521  NGVD 29 (??/??/92)  252.662  (m)          828.94   (f) ADJ UNCH    1 1
 GB0521
 GB0521.Superseded values are not recommended for survey control.
 GB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0521.See file dsdata.txt to determine how the superseded data were derived.
 GB0521
 GB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE382915(NAD 83)
 GB0521_MARKER: DB = BENCH MARK DISK
 GB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0521_STAMPING: S 195 1950
 GB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0521+STABILITY: SURFACE MOTION
 GB0521
 GB0521  HISTORY     - Date     Condition        Report By
 GB0521  HISTORY     - 1950     MONUMENTED       CGS
 GB0521  HISTORY     - 1967     GOOD             NGS
 GB0521
 GB0521                          STATION DESCRIPTION
 GB0521
 GB0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0521'0.7 MI SW FROM OLIVER SPRINGS.
 GB0521'ABOUT 0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0521'STATION AT OLIVER SPRINGS, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 36,
 GB0521'66 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD CROSSING, 19
 GB0521'FEET NORTHWEST OF THE NORTHWEST RAIL, 31 1/2 FEET EAST OF THE
 GB0521'CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF A TELEGRAPH POLE,
 GB0521'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GB0521'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0521'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0905 ***********************************************************************
 GB0905  DESIGNATION -  S 196
 GB0905  PID         -  GB0905
 GB0905  STATE/COUNTY-  TN/SCOTT
 GB0905  USGS QUAD   -  ROBBINS (1980)
 GB0905
 GB0905                         *CURRENT SURVEY CONTROL
 GB0905  ___________________________________________________________________
 GB0905* NAD 83(1986)-  36 18 40.     (N)    084 37 25.     (W)     SCALED    
 GB0905* NAVD 88     -       388.378  (meters)    1274.20   (feet)  ADJUSTED  
 GB0905  ___________________________________________________________________
 GB0905  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0905  DYNAMIC HT  -         388.045 (meters)    1273.11  (feet)  COMP
 GB0905  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GB0905
 GB0905  VERT ORDER  -  FIRST     CLASS I
 GB0905
 GB0905.The horizontal coordinates were scaled from a topographic map and have
 GB0905.an estimated accuracy of +/- 6 seconds.
 GB0905
 GB0905.The orthometric height was determined by differential leveling
 GB0905.and adjusted by the National Geodetic Survey in June 1991..
 GB0905
 GB0905.The geoid height was determined by GEOID03.
 GB0905
 GB0905.The dynamic height is computed by dividing the NAVD 88
 GB0905.geopotential number by the normal gravity value computed on the
 GB0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0905.degrees latitude (g = 980.6199 gals.).
 GB0905
 GB0905.The modeled gravity was interpolated from observed gravity values.
 GB0905
 GB0905;                    North         East    Units  Estimated Accuracy
 GB0905;SPC TN       -   220,310.      723,610.      MT  (+/- 180 meters Scaled)
 GB0905
 GB0905                          SUPERSEDED SURVEY CONTROL
 GB0905
 GB0905  NGVD 29 (??/??/92)  388.505  (m)         1274.62   (f) ADJ UNCH    1 1
 GB0905
 GB0905.Superseded values are not recommended for survey control.
 GB0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0905.See file dsdata.txt to determine how the superseded data were derived.
 GB0905
 GB0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF133210(NAD 83)
 GB0905_MARKER: DB = BENCH MARK DISK
 GB0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0905_SP_SET: ABUTMENT
 GB0905_STAMPING: S 196 1950
 GB0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0905
 GB0905  HISTORY     - Date     Condition        Report By
 GB0905  HISTORY     - 1950     MONUMENTED       CGS
 GB0905  HISTORY     - 1968     GOOD             NGS
 GB0905
 GB0905                          STATION DESCRIPTION
 GB0905
 GB0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0905'3.8 MI S FROM ROBBINS.
 GB0905'ABOUT 3.85 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0905'STATION AT ROBBINS, 0.1 MILE SOUTHEAST OF THE POST OFFICE AT
 GB0905'GELNMARY, 189 FEET WEST OF THE CENTER OF A CROSSING OF THE
 GB0905'RAILROAD AND A PAVED ROAD, 178 FEET WEST OF THE WEST RAIL OF THE
 GB0905'WEST TRACK, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 GB0905'ABUTMENT OF A STEEL HIGHWAY BRIDGE OVER DAVIS CREEK, 14 FEET
 GB0905'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 196 FEET EAST OF THE
 GB0905'CENTERLINE OF U.S. HIGHWAY 27, 2.2 FEET NORTH OF THE EAST STEEL
 GB0905'RAILING ON THE BRIDGE, ABOUT LEVEL WITH THE ROAD, AND ABOUT 4
 GB0905'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0947 ***********************************************************************
 GB0947  DESIGNATION -  S 197
 GB0947  PID         -  GB0947
 GB0947  STATE/COUNTY-  TN/SCOTT
 GB0947  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0947
 GB0947                         *CURRENT SURVEY CONTROL
 GB0947  ___________________________________________________________________
 GB0947* NAD 83(1986)-  36 29 54.     (N)    084 30 46.     (W)     SCALED    
 GB0947* NAVD 88     -       440.607  (meters)    1445.56   (feet)  ADJUSTED  
 GB0947  ___________________________________________________________________
 GB0947  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0947  DYNAMIC HT  -         440.232 (meters)    1444.33  (feet)  COMP
 GB0947  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GB0947
 GB0947  VERT ORDER  -  FIRST     CLASS I
 GB0947
 GB0947.The horizontal coordinates were scaled from a topographic map and have
 GB0947.an estimated accuracy of +/- 6 seconds.
 GB0947
 GB0947.The orthometric height was determined by differential leveling
 GB0947.and adjusted by the National Geodetic Survey in June 1991..
 GB0947
 GB0947.The geoid height was determined by GEOID03.
 GB0947
 GB0947.The dynamic height is computed by dividing the NAVD 88
 GB0947.geopotential number by the normal gravity value computed on the
 GB0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0947.degrees latitude (g = 980.6199 gals.).
 GB0947
 GB0947.The modeled gravity was interpolated from observed gravity values.
 GB0947
 GB0947;                    North         East    Units  Estimated Accuracy
 GB0947;SPC TN       -   241,220.      733,240.      MT  (+/- 180 meters Scaled)
 GB0947
 GB0947                          SUPERSEDED SURVEY CONTROL
 GB0947
 GB0947  NGVD 29 (??/??/92)  440.729  (m)         1445.96   (f) ADJ UNCH    1 1
 GB0947
 GB0947.Superseded values are not recommended for survey control.
 GB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0947.See file dsdata.txt to determine how the superseded data were derived.
 GB0947
 GB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF227421(NAD 83)
 GB0947_MARKER: DB = BENCH MARK DISK
 GB0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0947_SP_SET: BUILDING
 GB0947_STAMPING: S 197 1950
 GB0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0947
 GB0947  HISTORY     - Date     Condition        Report By
 GB0947  HISTORY     - 1950     MONUMENTED       CGS
 GB0947  HISTORY     - 1968     GOOD             NGS
 GB0947
 GB0947                          STATION DESCRIPTION
 GB0947
 GB0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0947'AT ONEIDA.
 GB0947'AT ONEIDA, ALONG THE SOUTHERN RAILWAY, SET VERTICALLY IN THE
 GB0947'SOUTH FACE OF THE WEST BRICK WALL OF THE STATION, 0.7 FOOT
 GB0947'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 16 FEET NORTH OF
 GB0947'THE NORTH RAIL OF THE MAIN TRACK, 13 FEET EAST OF THE SOUTHWEST
 GB0947'CORNER OF A CONCRETE PLATFORM, AND ABOUT 2.3 FEET ABOVE THE
 GB0947'LEVEL OF THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1077 ***********************************************************************
 FC1077  DESIGNATION -  S 2
 FC1077  PID         -  FC1077
 FC1077  STATE/COUNTY-  TN/HAMILTON
 FC1077  USGS QUAD   -  GRAYSVILLE (1990)
 FC1077
 FC1077                         *CURRENT SURVEY CONTROL
 FC1077  ___________________________________________________________________
 FC1077* NAD 83(1986)-  35 23 04.     (N)    085 06 42.     (W)     SCALED    
 FC1077* NAVD 88     -       223.564  (meters)     733.48   (feet)  ADJUSTED  
 FC1077  ___________________________________________________________________
 FC1077  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1077  DYNAMIC HT  -         223.348 (meters)     732.77  (feet)  COMP
 FC1077  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 FC1077
 FC1077  VERT ORDER  -  FIRST     CLASS II
 FC1077
 FC1077.The horizontal coordinates were scaled from a topographic map and have
 FC1077.an estimated accuracy of +/- 6 seconds.
 FC1077
 FC1077.The orthometric height was determined by differential leveling
 FC1077.and adjusted by the National Geodetic Survey in June 1991..
 FC1077
 FC1077.The geoid height was determined by GEOID03.
 FC1077
 FC1077.The dynamic height is computed by dividing the NAVD 88
 FC1077.geopotential number by the normal gravity value computed on the
 FC1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1077.degrees latitude (g = 980.6199 gals.).
 FC1077
 FC1077.The modeled gravity was interpolated from observed gravity values.
 FC1077
 FC1077;                    North         East    Units  Estimated Accuracy
 FC1077;SPC TN       -   116,990.      680,710.      MT  (+/- 180 meters Scaled)
 FC1077
 FC1077                          SUPERSEDED SURVEY CONTROL
 FC1077
 FC1077  NGVD 29 (??/??/92)  223.621  (m)          733.66   (f) ADJ UNCH    1 2
 FC1077
 FC1077.Superseded values are not recommended for survey control.
 FC1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1077.See file dsdata.txt to determine how the superseded data were derived.
 FC1077
 FC1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE715173(NAD 83)
 FC1077_MARKER: B = BOLT
 FC1077_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FC1077_SP_SET: STONE
 FC1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1077
 FC1077  HISTORY     - Date     Condition        Report By
 FC1077  HISTORY     - UNK      MONUMENTED       CGS
 FC1077  HISTORY     - 1950     GOOD             NGS
 FC1077  HISTORY     - 1972     GOOD             TVA
 FC1077
 FC1077                          STATION DESCRIPTION
 FC1077
 FC1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1077'0.2 MI N FROM SALE CREEK.
 FC1077'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1077'STATION AT SALE CREEK, A BRASS BOLT SET IN THE HORIZONTAL FACE
 FC1077'IN THE EXTREME WEST STONE OF THE TOP COURSE OF STONE OF THE NORTH
 FC1077'BRIDGE SEAT OF A RAILROAD BRIDGE OVER ROCK CREEK, 14 FEET WEST
 FC1077'OF THE WEST RAIL, 9 INCHES EAST OF THE WEST FACE OF THE STONE,
 FC1077'6 INCHES NORTH OF THE SOUTH FACE OF THE STONE AND ABOUT 8 1/2 FEET
 FC1077'BELOW THE TRACK.  BOLT IS SURROUNDED BY THE LETTERS U S C AND G S
 FC1077'MARK IS IN APPARENT GOOD CONDITION NOW BUT WILL PROBABLY BE
 FC1077'DESTROYED WHEN RAILROAD IS DOUBLE TRACKED OVER BRIDGE.
 FC1077
 FC1077                          STATION RECOVERY (1972)
 FC1077
 FC1077'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0130 ***********************************************************************
 FE0130  DESIGNATION -  S 20
 FE0130  PID         -  FE0130
 FE0130  STATE/COUNTY-  TN/HENDERSON
 FE0130  USGS QUAD   -  PARSONS (1986)
 FE0130
 FE0130                         *CURRENT SURVEY CONTROL
 FE0130  ___________________________________________________________________
 FE0130* NAD 83(1995)-  35 38 09.74317(N)    088 13 05.98624(W)     ADJUSTED  
 FE0130* NAVD 88     -       123.855  (meters)     406.35   (feet)  ADJUSTED  
 FE0130  ___________________________________________________________________
 FE0130  X           -     161,353.283 (meters)                     COMP
 FE0130  Y           -  -5,187,200.536 (meters)                     COMP
 FE0130  Z           -   3,695,501.405 (meters)                     COMP
 FE0130  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE0130  ELLIP HEIGHT-          95.75  (meters)          (02/20/01) GPS OBS
 FE0130  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0130  DYNAMIC HT  -         123.745 (meters)     405.99  (feet)  COMP
 FE0130  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FE0130
 FE0130  HORZ ORDER  -  FIRST
 FE0130  VERT ORDER  -  SECOND    CLASS 0
 FE0130  ELLP ORDER  -  SECOND    CLASS I
 FE0130
 FE0130.The horizontal coordinates were established by GPS observations
 FE0130.and adjusted by the National Geodetic Survey in February 2001..
 FE0130
 FE0130.The orthometric height was determined by differential leveling
 FE0130.and adjusted by the National Geodetic Survey in June 1991..
 FE0130
 FE0130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0130
 FE0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0130
 FE0130.The ellipsoidal height was determined by GPS observations
 FE0130.and is referenced to NAD 83.
 FE0130
 FE0130.The geoid height was determined by GEOID03.
 FE0130
 FE0130.The dynamic height is computed by dividing the NAVD 88
 FE0130.geopotential number by the normal gravity value computed on the
 FE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0130.degrees latitude (g = 980.6199 gals.).
 FE0130
 FE0130.The modeled gravity was interpolated from observed gravity values.
 FE0130
 FE0130;                    North         East     Units Scale Factor Converg.
 FE0130;SPC TN       -   146,810.990   399,098.611   MT  0.99995434   -1 17 55.3
 FE0130;SPC TN       -   481,662.39  1,309,376.03   sFT  0.99995434   -1 17 55.3
 FE0130;UTM  16      - 3,944,264.549   389,689.840   MT  0.99974995   -0 42 35.7
 FE0130
 FE0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0130!SPC TN       -   0.99998497  x   0.99995434  =   0.99993931
 FE0130!UTM  16      -   0.99998497  x   0.99974995  =   0.99973493
 FE0130
 FE0130                          SUPERSEDED SURVEY CONTROL
 FE0130
 FE0130  NAVD 88 (02/20/01)  123.86   (m)          406.4    (f) LEVELING    3  
 FE0130  NGVD 29 (??/??/??)  123.874  (m)          406.41   (f) ADJUSTED    2 0
 FE0130
 FE0130.Superseded values are not recommended for survey control.
 FE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0130.See file dsdata.txt to determine how the superseded data were derived.
 FE0130
 FE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8969044265(NAD 83)
 FE0130_MARKER: DB = BENCH MARK DISK
 FE0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0130_SP_SET: CULVERT
 FE0130_STAMPING: 406.485 S 20 1934
 FE0130_MARK LOGO: NONE  
 FE0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0130+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0130
 FE0130  HISTORY     - Date     Condition        Report By
 FE0130  HISTORY     - 1934     MONUMENTED       CGS
 FE0130  HISTORY     - 1935     GOOD             CGS
 FE0130  HISTORY     - 1971     GOOD             NGS
 FE0130  HISTORY     - 1999     GOOD             LOWE
 FE0130
 FE0130                          STATION DESCRIPTION
 FE0130
 FE0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0130'AT DARDEN.
 FE0130'AT DARDEN, HENDERSON COUNTY, ON THE ABANDONED NASHVILLE,
 FE0130'CHATTANOOGA AND ST. LOUIS RAILWAY, 50 FEET SOUTHWEST OF THE SITE
 FE0130'OF THE STATION, AT A CULVERT, IN THE TOP OF THE SOUTH HEADWALL,
 FE0130'AND 10 FEET SOUTH OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 FE0130'406.485 S 20 1934.  NOTE-- 59.2 NW TO SW CORNER OF PO BUILDING
 FE0130'69 FT SW TO CORNER OF BLUE SHINGLE DWELLING.
 FE0130
 FE0130                          STATION RECOVERY (1971)
 FE0130
 FE0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FE0130'RECOVERED IN GOOD CONDITION.
 FE0130
 FE0130                          STATION RECOVERY (1999)
 FE0130
 FE0130'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0130'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0130'RECOVERED IN GOOD CONDITION, AND REDESCRIBED.
 FE0130' 
 FE0130'THE STATION IS LOCATED IN DARDEN, TENNESSEE, APPROXIMATELY 91.44 M
 FE0130'(300 FT) SOUTH OF A BRICK POST OFFICE BUILDING, ACROSS U.S. HIGHWAY
 FE0130'412 (STATE HIGHWAY 20).
 FE0130' 
 FE0130'THE STATION IS A STANDARD CGS DISK STAMPED S 20 1934 LOCATED ON A
 FE0130'CONCRETE HEADWALL, IN THE CENTER OF THE HEADWALL NEAR THE EAST
 FE0130'END. AN UNNAMED BLACKTOP ROAD FORMS A T INTERSECTION ADJACENT
 FE0130'TO THE STATION. THE STATION IS 14.26 M (46.8 FT) SOUTHEAST OF THE
 FE0130'SOUTHEAST CORNER OF THE CONCRETE BLOCK TENNESSEE TELEPHONE
 FE0130'COMPANY BUILDING, 13.23 M (43.4 FT) WEST OF THE SOUTHWEST CORNER
 FE0130'OF A CONCRETE BLOCK STORE BUILDING, AND 11.22 M (36.8 FT) NORTHEAST
 FE0130'OF POWER POLE NUMBER 115 L1 (WITH TRANSFORMER).
 FE0130' 
 FE0130'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0663 ***********************************************************************
 GB0663  DESIGNATION -  S 201
 GB0663  PID         -  GB0663
 GB0663  STATE/COUNTY-  TN/CAMPBELL
 GB0663  USGS QUAD   -  PIONEER (1979)
 GB0663
 GB0663                         *CURRENT SURVEY CONTROL
 GB0663  ___________________________________________________________________
 GB0663* NAD 83(1986)-  36 27 16.     (N)    084 16 26.     (W)     SCALED    
 GB0663* NAVD 88     -       394.645  (meters)    1294.76   (feet)  ADJUSTED  
 GB0663  ___________________________________________________________________
 GB0663  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB0663  DYNAMIC HT  -         394.297 (meters)    1293.62  (feet)  COMP
 GB0663  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 GB0663
 GB0663  VERT ORDER  -  SECOND    CLASS 0
 GB0663
 GB0663.The horizontal coordinates were scaled from a topographic map and have
 GB0663.an estimated accuracy of +/- 6 seconds.
 GB0663
 GB0663.The orthometric height was determined by differential leveling
 GB0663.and adjusted by the National Geodetic Survey in June 1991..
 GB0663
 GB0663.The geoid height was determined by GEOID03.
 GB0663
 GB0663.The dynamic height is computed by dividing the NAVD 88
 GB0663.geopotential number by the normal gravity value computed on the
 GB0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0663.degrees latitude (g = 980.6199 gals.).
 GB0663
 GB0663.The modeled gravity was interpolated from observed gravity values.
 GB0663
 GB0663;                    North         East    Units  Estimated Accuracy
 GB0663;SPC TN       -   236,710.      754,730.      MT  (+/- 180 meters Scaled)
 GB0663
 GB0663                          SUPERSEDED SURVEY CONTROL
 GB0663
 GB0663  NGVD 29 (??/??/92)  394.757  (m)         1295.13   (f) ADJ UNCH    2 0
 GB0663
 GB0663.Superseded values are not recommended for survey control.
 GB0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0663.See file dsdata.txt to determine how the superseded data were derived.
 GB0663
 GB0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF443378(NAD 83)
 GB0663_MARKER: DB = BENCH MARK DISK
 GB0663_SETTING: 66 = SET IN ROCK OUTCROP
 GB0663_SP_SET: ROCK CUT
 GB0663_STAMPING: S 201 1951
 GB0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0663+STABILITY: POSITION/ELEVATION WELL
 GB0663
 GB0663  HISTORY     - Date     Condition        Report By
 GB0663  HISTORY     - 1951     MONUMENTED       CGS
 GB0663  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0663
 GB0663                          STATION DESCRIPTION
 GB0663
 GB0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0663'2.7 MI SW FROM ELK VALLEY.
 GB0663'ABOUT 2.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0663'STATION AT ELK VALLEY, AT A POWER TRANSMISSION LINE CROSSING, SET
 GB0663'VERTICALLY IN THE FACE OF A LARGE ROCK THAT IS PART OF A CUT ON
 GB0663'NORTHWEST SIDE OF TRACK, 6 FEET NORTHWEST OF THE NORTHWEST TAIL,
 GB0663'153 FEET NORTHEAST OF A SIGN STATION ONE MILE, 3 FEET NORTHEAST
 GB0663'OF THE CENTER WIRE OF POWER TRANSMISSION LINE, AND ABOUT 2 FEET
 GB0663'ABOVE THE TRACK.
 GB0663
 GB0663                          STATION RECOVERY (1957)
 GB0663
 GB0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0166 ***********************************************************************
 GB0166  DESIGNATION -  S 202
 GB0166  PID         -  GB0166
 GB0166  STATE/COUNTY-  TN/SCOTT
 GB0166  USGS QUAD   -  KETCHEN (1982)
 GB0166
 GB0166                         *CURRENT SURVEY CONTROL
 GB0166  ___________________________________________________________________
 GB0166* NAD 83(1986)-  36 31 03.     (N)    084 16 48.     (W)     SCALED    
 GB0166* NAVD 88     -       467.034  (meters)    1532.26   (feet)  ADJUSTED  
 GB0166  ___________________________________________________________________
 GB0166  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0166  DYNAMIC HT  -         466.631 (meters)    1530.94  (feet)  COMP
 GB0166  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GB0166
 GB0166  VERT ORDER  -  SECOND    CLASS 0
 GB0166
 GB0166.The horizontal coordinates were scaled from a topographic map and have
 GB0166.an estimated accuracy of +/- 6 seconds.
 GB0166
 GB0166.The orthometric height was determined by differential leveling
 GB0166.and adjusted by the National Geodetic Survey in June 1991..
 GB0166
 GB0166.The geoid height was determined by GEOID03.
 GB0166
 GB0166.The dynamic height is computed by dividing the NAVD 88
 GB0166.geopotential number by the normal gravity value computed on the
 GB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0166.degrees latitude (g = 980.6199 gals.).
 GB0166
 GB0166.The modeled gravity was interpolated from observed gravity values.
 GB0166
 GB0166;                    North         East    Units  Estimated Accuracy
 GB0166;SPC TN       -   243,690.      754,060.      MT  (+/- 180 meters Scaled)
 GB0166
 GB0166                          SUPERSEDED SURVEY CONTROL
 GB0166
 GB0166  NGVD 29 (??/??/92)  467.164  (m)         1532.69   (f) ADJ UNCH    2 0
 GB0166
 GB0166.Superseded values are not recommended for survey control.
 GB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0166.See file dsdata.txt to determine how the superseded data were derived.
 GB0166
 GB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF435447(NAD 83)
 GB0166_MARKER: DB = BENCH MARK DISK
 GB0166_SETTING: 66 = SET IN ROCK OUTCROP
 GB0166_SP_SET: ROCK OUTCROP
 GB0166_STAMPING: S 202 1951 1532.687
 GB0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0166+STABILITY: POSITION/ELEVATION WELL
 GB0166
 GB0166  HISTORY     - Date     Condition        Report By
 GB0166  HISTORY     - 1951     MONUMENTED       CGS
 GB0166  HISTORY     - 1957     GOOD             NGS
 GB0166  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0166
 GB0166                          STATION DESCRIPTION
 GB0166
 GB0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0166'5.4 MI NW FROM ELK VALLEY.
 GB0166'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GB0166'ELK VALLEY, THENCE ABOUT 4.65 MILES NORTHWEST ALONG A MOUNTAIN
 GB0166'ROAD LEADING TO KETCHEN, ON THE OUTSIDE OF A SHARP CURVE WITH
 GB0166'TANGENTS EXTENDING NORTH AND NORTHWEST, SET IN THE TOP OF AN
 GB0166'OUTCROP OF ROCK THAT IS ON THE NORTH BANK OF A SMALL RAVINE, 40
 GB0166'FEET EAST OF THE CENTER LINE OF ROAD AT CENTER OF TURN AND ABOUT
 GB0166'5 FEET ABOVE THE ROAD AT CENTER OF TURN.
 GB0166
 GB0166                          STATION RECOVERY (1957)
 GB0166
 GB0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0166'RECOVERED IN GOOD CONDITION.
 GB0166
 GB0166                          STATION RECOVERY (1977)
 GB0166
 GB0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2184 ***********************************************************************
 GB2184  DESIGNATION -  S 204
 GB2184  PID         -  GB2184
 GB2184  STATE/COUNTY-  TN/CLAY
 GB2184  USGS QUAD   -  CELINA (1981)
 GB2184
 GB2184                         *CURRENT SURVEY CONTROL
 GB2184  ___________________________________________________________________
 GB2184* NAD 83(1986)-  36 36 05.     (N)    085 31 10.     (W)     SCALED    
 GB2184* NAVD 88     -       270.518  (meters)     887.52   (feet)  ADJUSTED  
 GB2184  ___________________________________________________________________
 GB2184  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB2184  DYNAMIC HT  -         270.293 (meters)     886.79  (feet)  COMP
 GB2184  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GB2184
 GB2184  VERT ORDER  -  SECOND    CLASS 0
 GB2184
 GB2184.The horizontal coordinates were scaled from a topographic map and have
 GB2184.an estimated accuracy of +/- 6 seconds.
 GB2184
 GB2184.The orthometric height was determined by differential leveling
 GB2184.and adjusted by the National Geodetic Survey in June 1991..
 GB2184
 GB2184.The geoid height was determined by GEOID03.
 GB2184
 GB2184.The dynamic height is computed by dividing the NAVD 88
 GB2184.geopotential number by the normal gravity value computed on the
 GB2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2184.degrees latitude (g = 980.6199 gals.).
 GB2184
 GB2184.The modeled gravity was interpolated from observed gravity values.
 GB2184
 GB2184;                    North         East    Units  Estimated Accuracy
 GB2184;SPC TN       -   251,750.      643,000.      MT  (+/- 180 meters Scaled)
 GB2184
 GB2184                          SUPERSEDED SURVEY CONTROL
 GB2184
 GB2184  NGVD 29 (??/??/92)  270.639  (m)          887.92   (f) ADJ UNCH    2 0
 GB2184
 GB2184.Superseded values are not recommended for survey control.
 GB2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2184.See file dsdata.txt to determine how the superseded data were derived.
 GB2184
 GB2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF324516(NAD 83)
 GB2184_MARKER: DB = BENCH MARK DISK
 GB2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2184_STAMPING: S 204 1951
 GB2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2184+STABILITY: SURFACE MOTION
 GB2184
 GB2184  HISTORY     - Date     Condition        Report By
 GB2184  HISTORY     - 1951     MONUMENTED       CGS
 GB2184
 GB2184                          STATION DESCRIPTION
 GB2184
 GB2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2184'5 MI NW FROM CELINA.
 GB2184'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB2184'HOUSE AT CELINA, THENCE ABOUT 0.65 MILE EAST AND NORTHEAST ALONG
 GB2184'A GRAVEL ROAD, THENCE ABOUT 2.95 MILES NORTHWEST AND NORTH ALONG
 GB2184'A GRAVEL ROAD, ABOUT 0.7 MILE NORTH OF CROSSING OF A WOODEN
 GB2184'POLE POWER TRANSMISSION LINE, ABOUT 85 YARDS NORTHEAST OF THE
 GB2184'TOP OF A GRADE, AT THE JUNCTION OF A WOODS TRAIL EAST, ON THE
 GB2184'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST,
 GB2184'22 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, 20 FEET SOUTH OF
 GB2184'CENTER LINE OF TRAIL EAST, 2 FEET NORTHEAST OF A WHITE WOODEN
 GB2184'WITNESS POST, ABOUT 1 FOOT ABOVE ROAD AND SET IN THE TOP OF A
 GB2184'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0194 ***********************************************************************
 FE0194  DESIGNATION -  S 21
 FE0194  PID         -  FE0194
 FE0194  STATE/COUNTY-  TN/HARDIN
 FE0194  USGS QUAD   -  THURMAN (1972)
 FE0194
 FE0194                         *CURRENT SURVEY CONTROL
 FE0194  ___________________________________________________________________
 FE0194* NAD 83(1986)-  35 22 40.     (N)    088 12 33.     (W)     SCALED    
 FE0194* NAVD 88     -       126.110  (meters)     413.75   (feet)  ADJUSTED  
 FE0194  ___________________________________________________________________
 FE0194  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0194  DYNAMIC HT  -         125.997 (meters)     413.38  (feet)  COMP
 FE0194  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FE0194
 FE0194  VERT ORDER  -  FIRST     CLASS II
 FE0194
 FE0194.The horizontal coordinates were scaled from a topographic map and have
 FE0194.an estimated accuracy of +/- 6 seconds.
 FE0194
 FE0194.The orthometric height was determined by differential leveling
 FE0194.and adjusted by the National Geodetic Survey in June 1991..
 FE0194
 FE0194.The geoid height was determined by GEOID03.
 FE0194
 FE0194.The dynamic height is computed by dividing the NAVD 88
 FE0194.geopotential number by the normal gravity value computed on the
 FE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0194.degrees latitude (g = 980.6199 gals.).
 FE0194
 FE0194.The modeled gravity was interpolated from observed gravity values.
 FE0194
 FE0194;                    North         East    Units  Estimated Accuracy
 FE0194;SPC TN       -   118,150.      399,280.      MT  (+/- 180 meters Scaled)
 FE0194
 FE0194                          SUPERSEDED SURVEY CONTROL
 FE0194
 FE0194  NGVD 29 (??/??/??)  126.118  (m)          413.77   (f) ADJUSTED    1 2
 FE0194
 FE0194.Superseded values are not recommended for survey control.
 FE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0194.See file dsdata.txt to determine how the superseded data were derived.
 FE0194
 FE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE901156(NAD 83)
 FE0194_MARKER: DB = BENCH MARK DISK
 FE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0194_STAMPING: 413.979 S 21 1934
 FE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0194+STABILITY: SURFACE MOTION
 FE0194
 FE0194  HISTORY     - Date     Condition        Report By
 FE0194  HISTORY     - 1934     MONUMENTED       CGS
 FE0194  HISTORY     - 1949     GOOD             CGS
 FE0194
 FE0194                          STATION DESCRIPTION
 FE0194
 FE0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0194'AT SALTILLO.
 FE0194'AT SALTILLO, HARDIN COUNTY, ON STATE HIGHWAY 69, AT A
 FE0194'RIGHT-ANGLE TURN IN THE HIGHWAY WITH TANGENTS EXTENDING NORTH
 FE0194'AND WEST AND A BLACK-TOP STREET LEADING EAST, 67 FEET NORTHWEST
 FE0194'ACROSS THE BLACK-TOP STREET FROM THE NORTHWEST CORNER OF THE
 FE0194'POST OFFICE, 56 FEET SOUTH OF THE SOUTHWEST CORNER OF A TWO-STORY
 FE0194'WHITE HOUSE, 24 FEET EAST OF THE CENTERLINE OF THE NORTH
 FE0194'TANGENT OF THE HIGHWAY 31 FEET NORTH OF THE PROLONGED CENTERLINE
 FE0194'OF THE NORTH TANGENT OF THE HIGHWAY AND THE CENTERLINE OF THE
 FE0194'STREET LEADING EAST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 FE0194'DISK, STAMPED 413.979 S 21 1934 AND SET IN THE TOP OF A
 FE0194'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1296 ***********************************************************************
 FE1296  DESIGNATION -  S 212
 FE1296  PID         -  FE1296
 FE1296  STATE/COUNTY-  TN/FAYETTE
 FE1296  USGS QUAD   -  GALLAWAY (1981)
 FE1296
 FE1296                         *CURRENT SURVEY CONTROL
 FE1296  ___________________________________________________________________
 FE1296* NAD 83(1986)-  35 19 14.     (N)    089 35 32.     (W)     SCALED    
 FE1296* NAVD 88     -        88.465  (meters)     290.24   (feet)  ADJUSTED  
 FE1296  ___________________________________________________________________
 FE1296  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1296  DYNAMIC HT  -          88.386 (meters)     289.98  (feet)  COMP
 FE1296  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE1296
 FE1296  VERT ORDER  -  SECOND    CLASS 0
 FE1296
 FE1296.The horizontal coordinates were scaled from a topographic map and have
 FE1296.an estimated accuracy of +/- 6 seconds.
 FE1296
 FE1296.The orthometric height was determined by differential leveling
 FE1296.and adjusted by the National Geodetic Survey in June 1991..
 FE1296
 FE1296.The geoid height was determined by GEOID03.
 FE1296
 FE1296.The dynamic height is computed by dividing the NAVD 88
 FE1296.geopotential number by the normal gravity value computed on the
 FE1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1296.degrees latitude (g = 980.6199 gals.).
 FE1296
 FE1296.The modeled gravity was interpolated from observed gravity values.
 FE1296
 FE1296;                    North         East    Units  Estimated Accuracy
 FE1296;SPC TN       -   115,530.      273,430.      MT  (+/- 180 meters Scaled)
 FE1296
 FE1296                          SUPERSEDED SURVEY CONTROL
 FE1296
 FE1296  NGVD 29 (??/??/??)   88.451  (m)          290.19   (f) ADJUSTED    2 0
 FE1296
 FE1296.Superseded values are not recommended for survey control.
 FE1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1296.See file dsdata.txt to determine how the superseded data were derived.
 FE1296
 FE1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE643116(NAD 83)
 FE1296_MARKER: DB = BENCH MARK DISK
 FE1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1296_STAMPING: S 212 1958
 FE1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1296+STABILITY: SURFACE MOTION
 FE1296
 FE1296  HISTORY     - Date     Condition        Report By
 FE1296  HISTORY     - 1958     MONUMENTED       CGS
 FE1296
 FE1296                          STATION DESCRIPTION
 FE1296
 FE1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1296'1.6 MI ESE FROM GALLAWAY.
 FE1296'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1296'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, 162 FT.
 FE1296'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 29.2 FT.
 FE1296'SOUTH OF THE EAST GATE POST OF A WIRE FENCE, 19.6 FT. WEST AND
 FE1296'ACROSS THE ROAD FROM A FENCE, 10.0 FT. WEST OF THE CENTER LINE
 FE1296'OF A DIRT ROAD, 2 FT. SOUTH OF A WHITE WOODEN WITNESS POST, A
 FE1296'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1113 ***********************************************************************
 FE1113  DESIGNATION -  S 213
 FE1113  PID         -  FE1113
 FE1113  STATE/COUNTY-  TN/HAYWOOD
 FE1113  USGS QUAD   -  DANCYVILLE (1981)
 FE1113
 FE1113                         *CURRENT SURVEY CONTROL
 FE1113  ___________________________________________________________________
 FE1113* NAD 83(1986)-  35 26 57.     (N)    089 19 55.     (W)     SCALED    
 FE1113* NAVD 88     -       109.081  (meters)     357.88   (feet)  ADJUSTED  
 FE1113  ___________________________________________________________________
 FE1113  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1113  DYNAMIC HT  -         108.984 (meters)     357.56  (feet)  COMP
 FE1113  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 FE1113
 FE1113  VERT ORDER  -  SECOND    CLASS 0
 FE1113
 FE1113.The horizontal coordinates were scaled from a topographic map and have
 FE1113.an estimated accuracy of +/- 6 seconds.
 FE1113
 FE1113.The orthometric height was determined by differential leveling
 FE1113.and adjusted by the National Geodetic Survey in June 1991..
 FE1113
 FE1113.The geoid height was determined by GEOID03.
 FE1113
 FE1113.The dynamic height is computed by dividing the NAVD 88
 FE1113.geopotential number by the normal gravity value computed on the
 FE1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1113.degrees latitude (g = 980.6199 gals.).
 FE1113
 FE1113.The modeled gravity was interpolated from observed gravity values.
 FE1113
 FE1113;                    North         East    Units  Estimated Accuracy
 FE1113;SPC TN       -   128,950.      297,570.      MT  (+/- 180 meters Scaled)
 FE1113
 FE1113                          SUPERSEDED SURVEY CONTROL
 FE1113
 FE1113  NGVD 29 (??/??/??)  109.080  (m)          357.87   (f) ADJUSTED    2 0
 FE1113
 FE1113.Superseded values are not recommended for survey control.
 FE1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1113.See file dsdata.txt to determine how the superseded data were derived.
 FE1113
 FE1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE883253(NAD 83)
 FE1113_MARKER: DB = BENCH MARK DISK
 FE1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1113_STAMPING: S 213 1959
 FE1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1113+STABILITY: SURFACE MOTION
 FE1113
 FE1113  HISTORY     - Date     Condition        Report By
 FE1113  HISTORY     - 1959     MONUMENTED       CGS
 FE1113  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1113
 FE1113                          STATION DESCRIPTION
 FE1113
 FE1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1113'12.8 MI SW FROM BROWNSVILLE.
 FE1113'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1113'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1113'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1113'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL, THENCE ABOUT 2.25
 FE1113'MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.1 MILE WEST AND NORTH,
 FE1113'THENCE 0.8 MILE WEST ALONG A PAVED ROAD, 71 FT. EAST OF THE
 FE1113'CENTER OF A T JUNCTION, 27 FT. SOUTH-SOUTHEAST OF THE CENTER
 FE1113'OF A PAVED ROAD, 6.4 FT. NORTH-NORTHEAST OF A FENCE LINE, 4 FT.
 FE1113'SOUTH OF A POWER LINE POLE, 0.5 FT. WEST OF A WITNESS POST,
 FE1113'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3
 FE1113'INCHES.  THIS MARK IS 0.55 MILE NORTH, AND 0.45 MILE EAST OF
 FE1113'B.M. DOUGLASS AZIMUTH.
 FE1113
 FE1113                          STATION RECOVERY (2002)
 FE1113
 FE1113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1231 ***********************************************************************
 FE1231  DESIGNATION -  S 214
 FE1231  PID         -  FE1231
 FE1231  STATE/COUNTY-  TN/SHELBY
 FE1231  USGS QUAD   -  ELLENDALE (1993)
 FE1231
 FE1231                         *CURRENT SURVEY CONTROL
 FE1231  ___________________________________________________________________
 FE1231* NAD 83(1986)-  35 09 55.     (N)    089 50 45.     (W)     SCALED    
 FE1231* NAVD 88     -        80.666  (meters)     264.65   (feet)  ADJUSTED  
 FE1231  ___________________________________________________________________
 FE1231  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1231  DYNAMIC HT  -          80.592 (meters)     264.41  (feet)  COMP
 FE1231  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1231
 FE1231  VERT ORDER  -  SECOND    CLASS 0
 FE1231
 FE1231.The horizontal coordinates were scaled from a topographic map and have
 FE1231.an estimated accuracy of +/- 6 seconds.
 FE1231
 FE1231.The orthometric height was determined by differential leveling
 FE1231.and adjusted by the National Geodetic Survey in June 1991..
 FE1231
 FE1231.The geoid height was determined by GEOID03.
 FE1231
 FE1231.The dynamic height is computed by dividing the NAVD 88
 FE1231.geopotential number by the normal gravity value computed on the
 FE1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1231.degrees latitude (g = 980.6199 gals.).
 FE1231
 FE1231.The modeled gravity was interpolated from observed gravity values.
 FE1231
 FE1231;                    North         East    Units  Estimated Accuracy
 FE1231;SPC TN       -    99,190.      249,710.      MT  (+/- 180 meters Scaled)
 FE1231
 FE1231                          SUPERSEDED SURVEY CONTROL
 FE1231
 FE1231  NGVD 29 (??/??/??)   80.648  (m)          264.59   (f) ADJUSTED    2 0
 FE1231
 FE1231.Superseded values are not recommended for survey control.
 FE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1231.See file dsdata.txt to determine how the superseded data were derived.
 FE1231
 FE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD408950(NAD 83)
 FE1231_MARKER: DB = BENCH MARK DISK
 FE1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1231_STAMPING: S 214 1959
 FE1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1231+STABILITY: SURFACE MOTION
 FE1231
 FE1231  HISTORY     - Date     Condition        Report By
 FE1231  HISTORY     - 1959     MONUMENTED       CGS
 FE1231  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1231
 FE1231                          STATION DESCRIPTION
 FE1231
 FE1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1231'3 MI NE FROM MEMPHIS.
 FE1231'IT IS LOCATED 1.8 MILES EAST ALONG MACON ROAD FROM THE JUNCTION
 FE1231'OF MACON ROAD AND HIGHWAY 70, JUST EAST OF MEMPHIS, SET IN THE
 FE1231'TOP OF A CONCRETE POST FLUSH WITH THE SURROUNDING SURFACE, 41
 FE1231'FEET SOUTHEAST OF POWERLINE POLE NUMBER 74905, 41 FEET SOUTHWEST
 FE1231'OF A TELEPHONE POLE, 27 FEET NORTH-NORTHWEST OF THE CENTER OF
 FE1231'MACON ROAD, 12 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD,
 FE1231'2 FEET SOUTHEAST OF A FENCE LINE, AND 1 FOOT NORTHWEST OF A
 FE1231'WITNESS POST.  IT IS ABOUT 0.6 MILE EAST OF LOCUST 1959.
 FE1231
 FE1231                          STATION RECOVERY (1989)
 FE1231
 FE1231'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FE1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0613 ***********************************************************************
 FE0613  DESIGNATION -  S 215
 FE0613  PID         -  FE0613
 FE0613  STATE/COUNTY-  TN/MADISON
 FE0613  USGS QUAD   -  JACKSON NORTH (1983)
 FE0613
 FE0613                         *CURRENT SURVEY CONTROL
 FE0613  ___________________________________________________________________
 FE0613* NAD 83(1986)-  35 39 49.     (N)    088 51 14.     (W)     SCALED    
 FE0613* NAVD 88     -       133.035  (meters)     436.47   (feet)  ADJUSTED  
 FE0613  ___________________________________________________________________
 FE0613  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0613  DYNAMIC HT  -         132.916 (meters)     436.08  (feet)  COMP
 FE0613  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0613
 FE0613  VERT ORDER  -  SECOND    CLASS 0
 FE0613
 FE0613.The horizontal coordinates were scaled from a topographic map and have
 FE0613.an estimated accuracy of +/- 6 seconds.
 FE0613
 FE0613.The orthometric height was determined by differential leveling
 FE0613.and adjusted by the National Geodetic Survey in June 1991..
 FE0613
 FE0613.The geoid height was determined by GEOID03.
 FE0613
 FE0613.The dynamic height is computed by dividing the NAVD 88
 FE0613.geopotential number by the normal gravity value computed on the
 FE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0613.degrees latitude (g = 980.6199 gals.).
 FE0613
 FE0613.The modeled gravity was interpolated from observed gravity values.
 FE0613
 FE0613;                    North         East    Units  Estimated Accuracy
 FE0613;SPC TN       -   151,360.      341,640.      MT  (+/- 180 meters Scaled)
 FE0613
 FE0613                          SUPERSEDED SURVEY CONTROL
 FE0613
 FE0613  NGVD 29 (??/??/??)  133.069  (m)          436.58   (f) ADJUSTED    2 0
 FE0613
 FE0613.Superseded values are not recommended for survey control.
 FE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0613.See file dsdata.txt to determine how the superseded data were derived.
 FE0613
 FE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE321482(NAD 83)
 FE0613_MARKER: DB = BENCH MARK DISK
 FE0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0613_SP_SET: OVERPASS
 FE0613_STAMPING: S 215 1959
 FE0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0613+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0613
 FE0613  HISTORY     - Date     Condition        Report By
 FE0613  HISTORY     - 1959     MONUMENTED       CGS
 FE0613  HISTORY     - 20020909 GOOD             USACE
 FE0613
 FE0613                          STATION DESCRIPTION
 FE0613
 FE0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0613'5 MI N FROM JACKSON.
 FE0613'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0613'U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 1.35
 FE0613'NORTHEAST ON INTERSTATE HIGHWAY 40, 0.8 MILE EAST FROM LYON.  IT
 FE0613'IS SET VERTICALLY IN THE NORTHWEST FACE OF THE EAST PILLAR OF THE
 FE0613'MOST SOUTHERLY ONE OF 3 SETS OF PILLARS FOR AN OVERPASS, 2.5 FEET
 FE0613'ABOVE THE SURFACE OF THE ROAD WHICH IS NOW UNDER CONSTRUCTION.
 FE0613
 FE0613                          STATION RECOVERY (2002)
 FE0613
 FE0613'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0167 ***********************************************************************
 FE0167  DESIGNATION -  S 216
 FE0167  PID         -  FE0167
 FE0167  STATE/COUNTY-  TN/HENDERSON
 FE0167  USGS QUAD   -  CLARKSBURG (1986)
 FE0167
 FE0167                         *CURRENT SURVEY CONTROL
 FE0167  ___________________________________________________________________
 FE0167* NAD 83(1986)-  35 47 31.     (N)    088 22 51.     (W)     SCALED    
 FE0167* NAVD 88     -       163.548  (meters)     536.57   (feet)  ADJUSTED  
 FE0167  ___________________________________________________________________
 FE0167  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0167  DYNAMIC HT  -         163.405 (meters)     536.10  (feet)  COMP
 FE0167  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 FE0167
 FE0167  VERT ORDER  -  SECOND    CLASS 0
 FE0167
 FE0167.The horizontal coordinates were scaled from a topographic map and have
 FE0167.an estimated accuracy of +/- 6 seconds.
 FE0167
 FE0167.The orthometric height was determined by differential leveling
 FE0167.and adjusted by the National Geodetic Survey in June 1991..
 FE0167
 FE0167.The geoid height was determined by GEOID03.
 FE0167
 FE0167.The dynamic height is computed by dividing the NAVD 88
 FE0167.geopotential number by the normal gravity value computed on the
 FE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0167.degrees latitude (g = 980.6199 gals.).
 FE0167
 FE0167.The modeled gravity was interpolated from observed gravity values.
 FE0167
 FE0167;                    North         East    Units  Estimated Accuracy
 FE0167;SPC TN       -   164,450.      384,810.      MT  (+/- 180 meters Scaled)
 FE0167
 FE0167                          SUPERSEDED SURVEY CONTROL
 FE0167
 FE0167  NGVD 29 (??/??/??)  163.570  (m)          536.65   (f) ADJUSTED    2 0
 FE0167
 FE0167.Superseded values are not recommended for survey control.
 FE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0167.See file dsdata.txt to determine how the superseded data were derived.
 FE0167
 FE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE752617(NAD 83)
 FE0167_MARKER: DB = BENCH MARK DISK
 FE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0167_STAMPING: S 216 1959
 FE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0167+STABILITY: SURFACE MOTION
 FE0167
 FE0167  HISTORY     - Date     Condition        Report By
 FE0167  HISTORY     - 1959     MONUMENTED       CGS
 FE0167  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0167
 FE0167                          STATION DESCRIPTION
 FE0167
 FE0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0167'6.7 MI SW FROM YUMA.
 FE0167'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0167'RAILROAD FROM THE STATION AT YUMA, THENCE 1.85 MILES WEST AND
 FE0167'SOUTH ALONG A GRAVELED AND ASPHALT ROAD, THENCE 1.05 MILES
 FE0167'WEST ALONG AN ASPHALT ROAD.  IT IS 28 FEET SOUTH OF THE CENTER
 FE0167'OF A PAVED ROAD, 11 FEET EAST OF THE CENTER OF A TRACK ROAD,
 FE0167'11 FEET SOUTHWEST OF A FENCE CORNER, 8 FEET NORTH-NORTHWEST OF A
 FE0167'14-INCH MAPLE TREE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 FE0167'POST WHICH PROJECTS 2 INCHES AND IS ABOUT 3 FEET ABOVE THE
 FE0167'ROAD, 2.3 FEET SOUTH OF A WITNESS SIGN.  NOTE-- DESCRIPTION
 FE0167'PLACES MONUMENT AT TOE OF FILL, MAYBE COVERED OVER.
 FE0167
 FE0167                          STATION RECOVERY (1972)
 FE0167
 FE0167'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1106 ***********************************************************************
 FD1106  DESIGNATION -  S 217
 FD1106  PID         -  FD1106
 FD1106  STATE/COUNTY-  TN/BENTON
 FD1106  USGS QUAD   -  DANIELS LANDING (1992)
 FD1106
 FD1106                         *CURRENT SURVEY CONTROL
 FD1106  ___________________________________________________________________
 FD1106* NAD 83(1986)-  35 51 56.     (N)    087 56 38.     (W)     SCALED    
 FD1106* NAVD 88     -       110.956  (meters)     364.03   (feet)  ADJUSTED  
 FD1106  ___________________________________________________________________
 FD1106  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1106  DYNAMIC HT  -         110.860 (meters)     363.71  (feet)  COMP
 FD1106  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 FD1106
 FD1106  VERT ORDER  -  SECOND    CLASS 0
 FD1106
 FD1106.The horizontal coordinates were scaled from a topographic map and have
 FD1106.an estimated accuracy of +/- 6 seconds.
 FD1106
 FD1106.The orthometric height was determined by differential leveling
 FD1106.and adjusted by the National Geodetic Survey in June 1991..
 FD1106
 FD1106.The geoid height was determined by GEOID03.
 FD1106
 FD1106.The dynamic height is computed by dividing the NAVD 88
 FD1106.geopotential number by the normal gravity value computed on the
 FD1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1106.degrees latitude (g = 980.6199 gals.).
 FD1106
 FD1106.The modeled gravity was interpolated from observed gravity values.
 FD1106
 FD1106;                    North         East    Units  Estimated Accuracy
 FD1106;SPC TN       -   171,740.      424,460.      MT  (+/- 180 meters Scaled)
 FD1106
 FD1106                          SUPERSEDED SURVEY CONTROL
 FD1106
 FD1106  NGVD 29 (??/??/92)  110.988  (m)          364.13   (f) ADJ UNCH    2 0
 FD1106
 FD1106.Superseded values are not recommended for survey control.
 FD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1106.See file dsdata.txt to determine how the superseded data were derived.
 FD1106
 FD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE147694(NAD 83)
 FD1106_MARKER: DB = BENCH MARK DISK
 FD1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1106_STAMPING: S 217 1959
 FD1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1106+STABILITY: SURFACE MOTION
 FD1106
 FD1106  HISTORY     - Date     Condition        Report By
 FD1106  HISTORY     - 1959     MONUMENTED       CGS
 FD1106  HISTORY     - 1967     GOOD             NGS
 FD1106  HISTORY     - 1973     GOOD             TVA
 FD1106
 FD1106                          STATION DESCRIPTION
 FD1106
 FD1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1106'13.5 MI E FROM MC ILLWAIN.
 FD1106'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1106'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO WESTERLY ON
 FD1106'INTERSTATE ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.
 FD1106'HERE TAKE OFF RAMP RIGHT, THEN BACK LEFT ACROSS THE BIRDSONG
 FD1106'ROAD OVERPASS TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO
 FD1106'SOUTHEASTERLY, EAST AND SOUTH ON THE GRAVELED ROAD FOR 1.9
 FD1106'MILES TO A T INTERSECTION.  HERE TURN LEFT AND GO EAST ON A
 FD1106'GRAVELED AND GRADED ROAD FOR 0.3 MILE TO A CATTLE GUARD, CROSS
 FD1106'OVER CATTLE GUARD AND CONTINUE EAST ON A GRADED ROAD FOR 0.1
 FD1106'MILE TO A T CROSSROAD ALONG WEST BANK OF THE TENNESSEE RIVER.
 FD1106'HERE TURN LEFT AND GO NORTH, WEST AND NORTH ON A POORLY GRADED
 FD1106'ROAD FOR 1.6 MILES TO A 36-INCH SYCAMORE TREE ON THE RIGHT AND
 FD1106'THE MARK ON THE RIGHT.  IT IS 0.2 MILE SOUTH OF THE CUBA LANDING
 FD1106'BRIDGE OVER THE TENNESSEE RIVER, 12 FEET NORTH OF THE APPROXIMATE
 FD1106'CENTER OF A FIELD ROAD, 12 FEET EAST OF THE APPROXIMATE CENTER
 FD1106'OF THE GRADED ROAD, 7 FEET EAST-SOUTHEAST OF THE SYCAMORE TREE,
 FD1106'3.3 FEET WEST OF A METAL WITNESS POST AND SIGN, AND ABOUT LEVEL
 FD1106'WITH THE ROADS.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1106'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 FD1106'AND THE DISK IS STAMPED S 217 1959.  NOTE-- STATION IS ON LEFT
 FD1106'BANK OF TENN. RIVER OPPOSITE RIVER MILE 116.2 ABOUT 250 FT
 FD1106'WEST OF TOP OF RIVER BANK IN OPEN FIELD.  USC AND GS POST AND
 FD1106'SIGN RESET 1.2 FT EAST OF MON. AND MON ABOUT 20 FT EAST OF
 FD1106'EXISTING FIELD ROAD.
 FD1106
 FD1106                          STATION RECOVERY (1973)
 FD1106
 FD1106'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1175 ***********************************************************************
 FD1175  DESIGNATION -  S 218
 FD1175  PID         -  FD1175
 FD1175  STATE/COUNTY-  TN/HICKMAN
 FD1175  USGS QUAD   -  SPOT (1942)
 FD1175
 FD1175                         *CURRENT SURVEY CONTROL
 FD1175  ___________________________________________________________________
 FD1175* NAD 83(1986)-  35 56 40.     (N)    087 33 53.     (W)     SCALED    
 FD1175* NAVD 88     -       215.380  (meters)     706.63   (feet)  ADJUSTED  
 FD1175  ___________________________________________________________________
 FD1175  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1175  DYNAMIC HT  -         215.192 (meters)     706.01  (feet)  COMP
 FD1175  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1175
 FD1175  VERT ORDER  -  SECOND    CLASS 0
 FD1175
 FD1175.The horizontal coordinates were scaled from a topographic map and have
 FD1175.an estimated accuracy of +/- 6 seconds.
 FD1175
 FD1175.The orthometric height was determined by differential leveling
 FD1175.and adjusted by the National Geodetic Survey in June 1991..
 FD1175
 FD1175.The geoid height was determined by GEOID03.
 FD1175
 FD1175.The dynamic height is computed by dividing the NAVD 88
 FD1175.geopotential number by the normal gravity value computed on the
 FD1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1175.degrees latitude (g = 980.6199 gals.).
 FD1175
 FD1175.The modeled gravity was interpolated from observed gravity values.
 FD1175
 FD1175;                    North         East    Units  Estimated Accuracy
 FD1175;SPC TN       -   179,880.      458,830.      MT  (+/- 180 meters Scaled)
 FD1175
 FD1175                          SUPERSEDED SURVEY CONTROL
 FD1175
 FD1175  NGVD 29 (??/??/92)  215.392  (m)          706.67   (f) ADJ UNCH    2 0
 FD1175
 FD1175.Superseded values are not recommended for survey control.
 FD1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1175.See file dsdata.txt to determine how the superseded data were derived.
 FD1175
 FD1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE490779(NAD 83)
 FD1175_MARKER: DB = BENCH MARK DISK
 FD1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1175_STAMPING: S 218 1959
 FD1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1175+STABILITY: SURFACE MOTION
 FD1175
 FD1175  HISTORY     - Date     Condition        Report By
 FD1175  HISTORY     - 1959     MONUMENTED       CGS
 FD1175
 FD1175                          STATION DESCRIPTION
 FD1175
 FD1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1175'12.2 MI NE FROM ONLY.
 FD1175'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1175'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1175'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1175'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1175'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1175'3.85 MILES WEST AND NORTHEAST ON A GRAVELED ROAD, 32 FT. SOUTHEAST
 FD1175'OF THE CENTER OF THE GRAVELED ROAD, 79 FT. SOUTHEAST OF THE SOUTHEAST
 FD1175'CORNER OF A HOUSE, 19 FT. NORTHWEST OF THE NORTHWEST CORNER OF A
 FD1175'SPRING HOUSE, 9.5 FT. SOUTHWEST OF A 20-INCH HICKORY TREE, AND
 FD1175'2.5 FT. SOUTHEAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FD1175'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1176 ***********************************************************************
 FD1176  DESIGNATION -  S 218 RESET
 FD1176  PID         -  FD1176
 FD1176  STATE/COUNTY-  TN/HICKMAN
 FD1176  USGS QUAD   -  SPOT (1942)
 FD1176
 FD1176                         *CURRENT SURVEY CONTROL
 FD1176  ___________________________________________________________________
 FD1176* NAD 83(1986)-  35 56 40.     (N)    087 33 53.     (W)     SCALED    
 FD1176* NAVD 88     -       219.30   (+/-2cm)     719.5    (feet)  VERTCON   
 FD1176  ___________________________________________________________________
 FD1176  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1176
 FD1176  VERT ORDER  -  THIRD (See Below)
 FD1176
 FD1176.The horizontal coordinates were scaled from a topographic map and have
 FD1176.an estimated accuracy of +/- 6 seconds.
 FD1176
 FD1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1176.The vertical order pertains to the NGVD 29 superseded value.
 FD1176
 FD1176.The geoid height was determined by GEOID03.
 FD1176
 FD1176;                    North         East    Units  Estimated Accuracy
 FD1176;SPC TN       -   179,880.      458,830.      MT  (+/- 180 meters Scaled)
 FD1176
 FD1176                          SUPERSEDED SURVEY CONTROL
 FD1176
 FD1176  NGVD 29 (??/??/??)  219.31   (m)          719.5    (f) RESET       3  
 FD1176
 FD1176.Superseded values are not recommended for survey control.
 FD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1176.See file dsdata.txt to determine how the superseded data were derived.
 FD1176
 FD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE490779(NAD 83)
 FD1176_MARKER: DB = BENCH MARK DISK
 FD1176_SETTING: 0 = UNSPECIFIED SETTING
 FD1176_STAMPING: S 218 1959 RESET 1963
 FD1176_MARK LOGO: TNHD  
 FD1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1176
 FD1176  HISTORY     - Date     Condition        Report By
 FD1176  HISTORY     - 1963     MONUMENTED       TNHD
 FD1176
 FD1176                          STATION DESCRIPTION
 FD1176
 FD1176'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD1176'12.2 MI NE FROM ONLY.
 FD1176'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1176'GO 0.9 MILES NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1176'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1176'ROAD, THENCE 0.8 MILES SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1176'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1176'3.85 MILES WEST AND NORTHEAST ON A GRAVELED ROAD, 93 FEET EAST
 FD1176'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 3.4 FEET NORTH
 FD1176'OF A WITNESS POST AND 3 FEET NORTHWEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1478 ***********************************************************************
 GC1478  DESIGNATION -  S 219
 GC1478  PID         -  GC1478
 GC1478  STATE/COUNTY-  TN/WILLIAMSON
 GC1478  USGS QUAD   -  WHITE BLUFF (1983)
 GC1478
 GC1478                         *CURRENT SURVEY CONTROL
 GC1478  ___________________________________________________________________
 GC1478* NAD 83(1986)-  36 02 39.     (N)    087 08 44.     (W)     SCALED    
 GC1478* NAVD 88     -       241.804  (meters)     793.32   (feet)  ADJUSTED  
 GC1478  ___________________________________________________________________
 GC1478  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1478  DYNAMIC HT  -         241.595 (meters)     792.63  (feet)  COMP
 GC1478  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GC1478
 GC1478  VERT ORDER  -  SECOND    CLASS 0
 GC1478
 GC1478.The horizontal coordinates were scaled from a topographic map and have
 GC1478.an estimated accuracy of +/- 6 seconds.
 GC1478
 GC1478.The orthometric height was determined by differential leveling
 GC1478.and adjusted by the National Geodetic Survey in June 1991..
 GC1478
 GC1478.The geoid height was determined by GEOID03.
 GC1478
 GC1478.The dynamic height is computed by dividing the NAVD 88
 GC1478.geopotential number by the normal gravity value computed on the
 GC1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1478.degrees latitude (g = 980.6199 gals.).
 GC1478
 GC1478.The modeled gravity was interpolated from observed gravity values.
 GC1478
 GC1478;                    North         East    Units  Estimated Accuracy
 GC1478;SPC TN       -   190,420.      496,780.      MT  (+/- 180 meters Scaled)
 GC1478
 GC1478                          SUPERSEDED SURVEY CONTROL
 GC1478
 GC1478  NGVD 29 (??/??/92)  241.814  (m)          793.35   (f) ADJ UNCH    2 0
 GC1478
 GC1478.Superseded values are not recommended for survey control.
 GC1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1478.See file dsdata.txt to determine how the superseded data were derived.
 GC1478
 GC1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE868888(NAD 83)
 GC1478_MARKER: DB = BENCH MARK DISK
 GC1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1478_STAMPING: S 219 1959
 GC1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1478+STABILITY: SURFACE MOTION
 GC1478
 GC1478  HISTORY     - Date     Condition        Report By
 GC1478  HISTORY     - 1959     MONUMENTED       CGS
 GC1478
 GC1478                          STATION DESCRIPTION
 GC1478
 GC1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1478'6.4 MI SW FROM KINGSTON SPRINGS.
 GC1478'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1478'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1478'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY,
 GC1478'THENCE 0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 3.2
 GC1478'MILES SOUTHWEST ON A GRAVELED ROAD TO THE INTERSECTION OF THE
 GC1478'GRAVELED ROAD AND THE INTERSTATE HIGHWAY, 58 FT. WEST OF THE
 GC1478'CENTER OF THE GRAVELED ROAD, 24 FT. EAST OF THE EAST EDGE OF THE
 GC1478'INTERSTATE HIGHWAY, AND 3 FT. EAST OF A WITNESS SIGN, A DISK
 GC1478'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 3 FT.
 GC1478'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1377 ***********************************************************************
 GC1377  DESIGNATION -  S 22
 GC1377  PID         -  GC1377
 GC1377  STATE/COUNTY-  TN/DICKSON
 GC1377  USGS QUAD   -  SLAYDEN (1983)
 GC1377
 GC1377                         *CURRENT SURVEY CONTROL
 GC1377  ___________________________________________________________________
 GC1377* NAD 83(1986)-  36 18 19.     (N)    087 27 27.     (W)     SCALED    
 GC1377* NAVD 88     -       230.888  (meters)     757.50   (feet)  ADJUSTED  
 GC1377  ___________________________________________________________________
 GC1377  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1377  DYNAMIC HT  -         230.691 (meters)     756.86  (feet)  COMP
 GC1377  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 GC1377
 GC1377  VERT ORDER  -  SECOND    CLASS 0
 GC1377
 GC1377.The horizontal coordinates were scaled from a topographic map and have
 GC1377.an estimated accuracy of +/- 6 seconds.
 GC1377
 GC1377.The orthometric height was determined by differential leveling
 GC1377.and adjusted by the National Geodetic Survey in June 1991..
 GC1377
 GC1377.The geoid height was determined by GEOID03.
 GC1377
 GC1377.The dynamic height is computed by dividing the NAVD 88
 GC1377.geopotential number by the normal gravity value computed on the
 GC1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1377.degrees latitude (g = 980.6199 gals.).
 GC1377
 GC1377.The modeled gravity was interpolated from observed gravity values.
 GC1377
 GC1377;                    North         East    Units  Estimated Accuracy
 GC1377;SPC TN       -   219,760.      469,100.      MT  (+/- 180 meters Scaled)
 GC1377
 GC1377                          SUPERSEDED SURVEY CONTROL
 GC1377
 GC1377  NGVD 29 (??/??/92)  230.907  (m)          757.57   (f) ADJ UNCH    2 0
 GC1377
 GC1377.Superseded values are not recommended for survey control.
 GC1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1377.See file dsdata.txt to determine how the superseded data were derived.
 GC1377
 GC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF589179(NAD 83)
 GC1377_MARKER: DB = BENCH MARK DISK
 GC1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1377_STAMPING: 757.846 S 22 1934
 GC1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1377+STABILITY: SURFACE MOTION
 GC1377
 GC1377  HISTORY     - Date     Condition        Report By
 GC1377  HISTORY     - 1934     MONUMENTED       CGS
 GC1377  HISTORY     - 1958     POOR             NGS
 GC1377
 GC1377                          STATION DESCRIPTION
 GC1377
 GC1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC1377'1 MI N FROM SLAYDEN.
 GC1377'1.0 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED LOUISVILLE
 GC1377'AND NASHVILLE RAILROAD FROM THE STATION AT SLAYDEN, DICKSON
 GC1377'COUNTY, AT A GRAVEL-ROAD CROSSING, 37 YARDS NORTH OF THE
 GC1377'CENTERLINE OF THE ROAD, 6 YARDS WEST OF THE CENTERLINE OF THE
 GC1377'OLD ROADBED, AND 2 YARDS EAST OF A FENCE.  A STANDARD DISK,
 GC1377'STAMPED 757.846 S 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1049 ***********************************************************************
 GC1049  DESIGNATION -  S 220
 GC1049  PID         -  GC1049
 GC1049  STATE/COUNTY-  TN/ROBERTSON
 GC1049  USGS QUAD   -  PORTLAND (1981)
 GC1049
 GC1049                         *CURRENT SURVEY CONTROL
 GC1049  ___________________________________________________________________
 GC1049* NAD 83(1986)-  36 35 20.     (N)    086 37 17.     (W)     SCALED    
 GC1049* NAVD 88     -       195.847  (meters)     642.54   (feet)  ADJUSTED  
 GC1049  ___________________________________________________________________
 GC1049  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GC1049  DYNAMIC HT  -         195.682 (meters)     642.00  (feet)  COMP
 GC1049  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GC1049
 GC1049  VERT ORDER  -  SECOND    CLASS 0
 GC1049
 GC1049.The horizontal coordinates were scaled from a topographic map and have
 GC1049.an estimated accuracy of +/- 6 seconds.
 GC1049
 GC1049.The orthometric height was determined by differential leveling
 GC1049.and adjusted by the National Geodetic Survey in June 1991..
 GC1049
 GC1049.The geoid height was determined by GEOID03.
 GC1049
 GC1049.The dynamic height is computed by dividing the NAVD 88
 GC1049.geopotential number by the normal gravity value computed on the
 GC1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1049.degrees latitude (g = 980.6199 gals.).
 GC1049
 GC1049.The modeled gravity was interpolated from observed gravity values.
 GC1049
 GC1049;                    North         East    Units  Estimated Accuracy
 GC1049;SPC TN       -   250,440.      544,390.      MT  (+/- 180 meters Scaled)
 GC1049
 GC1049                          SUPERSEDED SURVEY CONTROL
 GC1049
 GC1049  NGVD 29 (??/??/92)  195.922  (m)          642.79   (f) ADJ UNCH    2 0
 GC1049
 GC1049.Superseded values are not recommended for survey control.
 GC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1049.See file dsdata.txt to determine how the superseded data were derived.
 GC1049
 GC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF338493(NAD 83)
 GC1049_MARKER: DB = BENCH MARK DISK
 GC1049_SETTING: 66 = SET IN ROCK OUTCROP
 GC1049_SP_SET: ROCK OUTCROP
 GC1049_STAMPING: S 220 1959
 GC1049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1049+STABILITY: POSITION/ELEVATION WELL
 GC1049
 GC1049  HISTORY     - Date     Condition        Report By
 GC1049  HISTORY     - 1959     MONUMENTED       CGS
 GC1049
 GC1049                          STATION DESCRIPTION
 GC1049
 GC1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1049'8 MI SW FROM MITCHELLVILLE.
 GC1049'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1049'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1049'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1049'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1049'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILE SOUTHWEST
 GC1049'ON U.S. HIGHWAY 31W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD,
 GC1049'THENCE 1.7 MILES SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1049'0.9 MILE WEST ON A PAVED ROAD, THENCE 0.5 MILE SOUTH ON A
 GC1049'GRAVELED ROAD, 46 FT. EAST OF THE CENTER OF THE GRAVEL ROAD, 33
 GC1049'FT. EAST OF A FENCE, 8.4 FT. NORTHWEST OF A SMALL FORKED TREE,
 GC1049'AND ABOUT 100 FT. NORTHEAST OF A SHARP CURVE IN THE ROAD,  A
 GC1049'DISK DRILLED IN THE TOP OF A ROCK OUTCROP ABOUT LEVEL WITH THE
 GC1049'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0508 ***********************************************************************
 GC0508  DESIGNATION -  S 221 RESET
 GC0508  PID         -  GC0508
 GC0508  STATE/COUNTY-  TN/DAVIDSON
 GC0508  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0508
 GC0508                         *CURRENT SURVEY CONTROL
 GC0508  ___________________________________________________________________
 GC0508* NAD 83(1986)-  36 17 52.     (N)    086 42 52.     (W)     SCALED    
 GC0508* NAVD 88     -       180.07   (+/-2cm)     590.8    (feet)  VERTCON   
 GC0508  ___________________________________________________________________
 GC0508  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC0508
 GC0508  VERT ORDER  -  THIRD (See Below)
 GC0508
 GC0508.The horizontal coordinates were scaled from a topographic map and have
 GC0508.an estimated accuracy of +/- 6 seconds.
 GC0508
 GC0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0508.The vertical order pertains to the NGVD 29 superseded value.
 GC0508
 GC0508.The geoid height was determined by GEOID03.
 GC0508
 GC0508;                    North         East    Units  Estimated Accuracy
 GC0508;SPC TN       -   218,190.      535,830.      MT  (+/- 180 meters Scaled)
 GC0508
 GC0508                          SUPERSEDED SURVEY CONTROL
 GC0508
 GC0508  NGVD 29 (??/??/??)  180.12   (m)          590.9    (f) RESET       3  
 GC0508
 GC0508.Superseded values are not recommended for survey control.
 GC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0508.See file dsdata.txt to determine how the superseded data were derived.
 GC0508
 GC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF256170(NAD 83)
 GC0508_MARKER: DB = BENCH MARK DISK
 GC0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0508_STAMPING: S 221 RESET 1967
 GC0508_MARK LOGO: CGS   
 GC0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0508+STABILITY: SURFACE MOTION
 GC0508
 GC0508  HISTORY     - Date     Condition        Report By
 GC0508  HISTORY     - 1967     MONUMENTED       CGS
 GC0508
 GC0508                          STATION DESCRIPTION
 GC0508
 GC0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0508'2.1 MI S FROM GOODLETTSVILLE.
 GC0508'TO REACH FROM THE POST OFFICE IN MADISON, IN THE NORTHEAST ANGLE
 GC0508'OF THE INTERSECTION OF U.S. HIGHWAY 31E AND OLD HICKORY BOULEVARD
 GC0508'GO NORTHERLY ON U.S. HIGHWAY 31E FOR 2.1 MILES TO THE ENTRANCE
 GC0508'OF THE GATES RUBBER PLANT ON THE RIGHT AND ALTO LOMA ROAD ON THE
 GC0508'LEFT.  HERE TURN LEFT AND GO WESTERLY ON ALTO LOMA ROAD FOR 0.7
 GC0508'MILE TO THE MARK ON THE RIGHT.  IT IS 162 FEET WEST-NORTHWEST OF
 GC0508'THE APPROXIMATE CENTER OF INTERSTATE ROUTE 65, 54 FEET NORTHEAST
 GC0508'OF THE APPROXIMATE CENTER OF ALTO LOMA ROAD, 2.2 FEET NORTHEAST
 GC0508'OF A METAL WITNESS POST AND SIGN, AND 1 FOOT WEST-NORTHWEST OF
 GC0508'THE RIGHT-OF-WAY FENCE OF THE INTERSTATE.  IT IS A STANDARD
 GC0508'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETER MONUMENT
 GC0508'THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED S 221 RESET
 GC0508'1967.  NOTE-- THERE WILL BE AN OVERPASS ON ALTO LOMA ROAD WHEN
 GC0508'THE CONSTRUCTION IS COMPLETED AND THIS MARK WILL BE NORTHWEST OF
 GC0508'THE WEST END OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0601 ***********************************************************************
 GC0601  DESIGNATION -  S 222
 GC0601  PID         -  GC0601
 GC0601  STATE/COUNTY-  TN/DAVIDSON
 GC0601  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0601
 GC0601                         *CURRENT SURVEY CONTROL
 GC0601  ___________________________________________________________________
 GC0601* NAD 83(1986)-  36 10 46.     (N)    086 48 05.     (W)     SCALED    
 GC0601* NAVD 88     -       142.717  (meters)     468.23   (feet)  ADJUSTED  
 GC0601  ___________________________________________________________________
 GC0601  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0601  DYNAMIC HT  -         142.594 (meters)     467.83  (feet)  COMP
 GC0601  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0601
 GC0601  VERT ORDER  -  SECOND    CLASS 0
 GC0601
 GC0601.The horizontal coordinates were scaled from a topographic map and have
 GC0601.an estimated accuracy of +/- 6 seconds.
 GC0601
 GC0601.The orthometric height was determined by differential leveling
 GC0601.and adjusted by the National Geodetic Survey in June 1991..
 GC0601
 GC0601.The geoid height was determined by GEOID03.
 GC0601
 GC0601.The dynamic height is computed by dividing the NAVD 88
 GC0601.geopotential number by the normal gravity value computed on the
 GC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0601.degrees latitude (g = 980.6199 gals.).
 GC0601
 GC0601.The modeled gravity was interpolated from observed gravity values.
 GC0601
 GC0601;                    North         East    Units  Estimated Accuracy
 GC0601;SPC TN       -   205,120.      527,910.      MT  (+/- 180 meters Scaled)
 GC0601
 GC0601                          SUPERSEDED SURVEY CONTROL
 GC0601
 GC0601  NGVD 29 (??/??/92)  142.744  (m)          468.32   (f) ADJ UNCH    2 0
 GC0601
 GC0601.Superseded values are not recommended for survey control.
 GC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0601.See file dsdata.txt to determine how the superseded data were derived.
 GC0601
 GC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF178038(NAD 83)
 GC0601_MARKER: DB = BENCH MARK DISK
 GC0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0601_STAMPING: S 222 1960
 GC0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0601+STABILITY: SURFACE MOTION
 GC0601
 GC0601  HISTORY     - Date     Condition        Report By
 GC0601  HISTORY     - 1960     MONUMENTED       CGS
 GC0601
 GC0601                          STATION DESCRIPTION
 GC0601
 GC0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0601'AT NASHVILLE.
 GC0601'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF ARTHUR AVE,
 GC0601'AND JANE ST. IN NORTHWEST NASHVILLE, 36 FT. NORTHEAST OF THE CENTER
 GC0601'OF ARTHUR AVE., 26 FT. NORTHWEST OF THE CENTER OF JANE ST., 15 FT.
 GC0601'SOUTH OF A POWER LINE POLE AND 1 FT. NORTH OF A WITNESS SIGN, IN
 GC0601'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 GC0601'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0496 ***********************************************************************
 FD0496  DESIGNATION -  S 223
 FD0496  PID         -  FD0496
 FD0496  STATE/COUNTY-  TN/WILLIAMSON
 FD0496  USGS QUAD   -  SPRING HILL (1979)
 FD0496
 FD0496                         *CURRENT SURVEY CONTROL
 FD0496  ___________________________________________________________________
 FD0496* NAD 83(1986)-  35 46 42.     (N)    086 55 44.     (W)     SCALED    
 FD0496* NAVD 88     -       241.093  (meters)     790.99   (feet)  ADJUSTED  
 FD0496  ___________________________________________________________________
 FD0496  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FD0496  DYNAMIC HT  -         240.879 (meters)     790.28  (feet)  COMP
 FD0496  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FD0496
 FD0496  VERT ORDER  -  FIRST     CLASS II
 FD0496
 FD0496.The horizontal coordinates were scaled from a topographic map and have
 FD0496.an estimated accuracy of +/- 6 seconds.
 FD0496
 FD0496.The orthometric height was determined by differential leveling
 FD0496.and adjusted by the National Geodetic Survey in June 1991..
 FD0496
 FD0496.The geoid height was determined by GEOID03.
 FD0496
 FD0496.The dynamic height is computed by dividing the NAVD 88
 FD0496.geopotential number by the normal gravity value computed on the
 FD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0496.degrees latitude (g = 980.6199 gals.).
 FD0496
 FD0496.The modeled gravity was interpolated from observed gravity values.
 FD0496
 FD0496;                    North         East    Units  Estimated Accuracy
 FD0496;SPC TN       -   160,720.      516,020.      MT  (+/- 180 meters Scaled)
 FD0496
 FD0496                          SUPERSEDED SURVEY CONTROL
 FD0496
 FD0496  NGVD 29 (??/??/92)  241.055  (m)          790.86   (f) ADJ UNCH    1 2
 FD0496
 FD0496.Superseded values are not recommended for survey control.
 FD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0496.See file dsdata.txt to determine how the superseded data were derived.
 FD0496
 FD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE064593(NAD 83)
 FD0496_MARKER: DB = BENCH MARK DISK
 FD0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0496_STAMPING: S 223 1960
 FD0496_MARK LOGO: CGS   
 FD0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0496+STABILITY: SURFACE MOTION
 FD0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0496+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 FD0496
 FD0496  HISTORY     - Date     Condition        Report By
 FD0496  HISTORY     - 1960     MONUMENTED       CGS
 FD0496  HISTORY     - 1984     GOOD             NGS
 FD0496  HISTORY     - 20060111 GOOD             TVA
 FD0496
 FD0496                          STATION DESCRIPTION
 FD0496
 FD0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0496'1.4 MI N FROM SPRING HILL.
 FD0496'FROM THE L. AND N. STATION IN SPRING HILL, GO 1.35 MILES NORTH
 FD0496'ON THE L. AND N. RAILROAD TO A GRAVEL ROAD CROSSING.  THE BENCH
 FD0496'MARK IS 59 FT. NORTH OF A TELEPHONE POLE, 29 FT. WEST OF THE WEST
 FD0496'RAIL, 14 FT. NORTH OF THE CENTER OF WILKES LANE, 2 FT. EAST OF A
 FD0496'FENCE CORNER, AND 1.4 FT. WEST OF A WITNESS SIGN.  THE DISK IS
 FD0496'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL
 FD0496'WITH THE TRACK.
 FD0496
 FD0496                          STATION RECOVERY (1984)
 FD0496
 FD0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0496'RECOVERED IN GOOD CONDITION.  NOTE, OLD WITNESS POST BROKEN OFF, A NEW
 FD0496'ONE WAS PLACED 2.0 FEET NORTH OF THE MARK.
 FD0496
 FD0496                          STATION RECOVERY (2006)
 FD0496
 FD0496'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 FD0496'RTK LOCATION N35-46-41.40578    W86-55-44.85966
 FD0496' 
 FD0496' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0373 ***********************************************************************
 FD0373  DESIGNATION -  S 224
 FD0373  PID         -  FD0373
 FD0373  STATE/COUNTY-  TN/MARSHALL
 FD0373  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0373
 FD0373                         *CURRENT SURVEY CONTROL
 FD0373  ___________________________________________________________________
 FD0373* NAD 83(1986)-  35 24 26.     (N)    086 52 55.     (W)     SCALED    
 FD0373* NAVD 88     -       344.154  (meters)    1129.11   (feet)  ADJUSTED  
 FD0373  ___________________________________________________________________
 FD0373  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0373  DYNAMIC HT  -         343.841 (meters)    1128.09  (feet)  COMP
 FD0373  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 FD0373
 FD0373  VERT ORDER  -  SECOND    CLASS 0
 FD0373
 FD0373.The horizontal coordinates were scaled from a topographic map and have
 FD0373.an estimated accuracy of +/- 6 seconds.
 FD0373
 FD0373.The orthometric height was determined by differential leveling
 FD0373.and adjusted by the National Geodetic Survey in June 1991..
 FD0373
 FD0373.The geoid height was determined by GEOID03.
 FD0373
 FD0373.The dynamic height is computed by dividing the NAVD 88
 FD0373.geopotential number by the normal gravity value computed on the
 FD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0373.degrees latitude (g = 980.6199 gals.).
 FD0373
 FD0373.The modeled gravity was interpolated from observed gravity values.
 FD0373
 FD0373;                    North         East    Units  Estimated Accuracy
 FD0373;SPC TN       -   119,510.      519,890.      MT  (+/- 180 meters Scaled)
 FD0373
 FD0373                          SUPERSEDED SURVEY CONTROL
 FD0373
 FD0373  NGVD 29 (??/??/92)  344.136  (m)         1129.05   (f) ADJ UNCH    2 0
 FD0373
 FD0373.Superseded values are not recommended for survey control.
 FD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0373.See file dsdata.txt to determine how the superseded data were derived.
 FD0373
 FD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE107182(NAD 83)
 FD0373_MARKER: DB = BENCH MARK DISK
 FD0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0373_SP_SET: FOUNDATION
 FD0373_STAMPING: S 224 1960
 FD0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0373
 FD0373  HISTORY     - Date     Condition        Report By
 FD0373  HISTORY     - 1960     MONUMENTED       CGS
 FD0373  HISTORY     - 20050720 GOOD             JCLS
 FD0373
 FD0373                          STATION DESCRIPTION
 FD0373
 FD0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0373'6.8 MI S FROM BRYANT.
 FD0373'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0373'ROAD, THEN 2.7 MILES SOUTH ON INTERSTATE HIGHWAY 65, THEN 0.1
 FD0373'MILE WEST TO THE TOP OF A STEEP HILL.  THE BENCH MARK IS 79 FT.
 FD0373'NORTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING ACROSS DEVIL
 FD0373'BACKBONE RIDGE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP
 FD0373'OF THE SOUTHWEST LEG FOUNDATION OF A TRANSMISSION LINE TOWER.
 FD0373
 FD0373                          STATION RECOVERY (2005)
 FD0373
 FD0373'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 FD0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0460 ***********************************************************************
 FD0460  DESIGNATION -  S 225
 FD0460  PID         -  FD0460
 FD0460  STATE/COUNTY-  TN/GILES
 FD0460  USGS QUAD   -  ELKTON (1982)
 FD0460
 FD0460                         *CURRENT SURVEY CONTROL
 FD0460  ___________________________________________________________________
 FD0460* NAD 83(1986)-  35 00 32.     (N)    086 53 24.     (W)     SCALED    
 FD0460* NAVD 88     -       184.550  (meters)     605.48   (feet)  ADJUSTED  
 FD0460  ___________________________________________________________________
 FD0460  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0460  DYNAMIC HT  -         184.375 (meters)     604.90  (feet)  COMP
 FD0460  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FD0460
 FD0460  VERT ORDER  -  SECOND    CLASS 0
 FD0460
 FD0460.The horizontal coordinates were scaled from a topographic map and have
 FD0460.an estimated accuracy of +/- 6 seconds.
 FD0460
 FD0460.The orthometric height was determined by differential leveling
 FD0460.and adjusted by the National Geodetic Survey in June 1991..
 FD0460
 FD0460.The geoid height was determined by GEOID03.
 FD0460
 FD0460.The dynamic height is computed by dividing the NAVD 88
 FD0460.geopotential number by the normal gravity value computed on the
 FD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0460.degrees latitude (g = 980.6199 gals.).
 FD0460
 FD0460.The modeled gravity was interpolated from observed gravity values.
 FD0460
 FD0460;                    North         East    Units  Estimated Accuracy
 FD0460;SPC TN       -    75,320.      518,760.      MT  (+/- 180 meters Scaled)
 FD0460
 FD0460                          SUPERSEDED SURVEY CONTROL
 FD0460
 FD0460  NGVD 29 (??/??/92)  184.514  (m)          605.36   (f) ADJ UNCH    2 0
 FD0460
 FD0460.Superseded values are not recommended for survey control.
 FD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0460.See file dsdata.txt to determine how the superseded data were derived.
 FD0460
 FD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED100740(NAD 83)
 FD0460_MARKER: DB = BENCH MARK DISK
 FD0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0460_SP_SET: BRIDGE
 FD0460_STAMPING: S 225 1960
 FD0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0460+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 FD0460
 FD0460  HISTORY     - Date     Condition        Report By
 FD0460  HISTORY     - 1960     MONUMENTED       CGS
 FD0460  HISTORY     - 20050720 GOOD             JCLS
 FD0460
 FD0460                          STATION DESCRIPTION
 FD0460
 FD0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0460'3.6 MI S FROM ELKTON.
 FD0460'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0460'STREET, THEN 2.75 MILES SOUTH ON U.S. HIGHWAY 31, THEN 0.8 MILE
 FD0460'SOUTHWEST ON A PAVED ROAD TO A CONCRETE BRIDGE.  THE BENCH MARK
 FD0460'IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CONCRETE
 FD0460'HEADWALL OF THE CONCRETE BRIDGE, 152 FT. WEST OF THE CENTER OF THE
 FD0460'INTERSECTION OF A GRAVEL ROAD AND A PAVED ROAD, AND 13 FT.
 FD0460'NORTHWEST OF THE CENTER OF THE PAVED ROAD.
 FD0460
 FD0460                          STATION RECOVERY (2005)
 FD0460
 FD0460'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 FD0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0693 ***********************************************************************
 GC0693  DESIGNATION -  S 226
 GC0693  PID         -  GC0693
 GC0693  STATE/COUNTY-  TN/DAVIDSON
 GC0693  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0693
 GC0693                         *CURRENT SURVEY CONTROL
 GC0693  ___________________________________________________________________
 GC0693* NAD 83(1986)-  36 08 29.     (N)    086 41 06.     (W)     SCALED    
 GC0693* NAVD 88     -       173.302  (meters)     568.58   (feet)  ADJUSTED  
 GC0693  ___________________________________________________________________
 GC0693  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0693  DYNAMIC HT  -         173.155 (meters)     568.09  (feet)  COMP
 GC0693  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GC0693
 GC0693  VERT ORDER  -  SECOND    CLASS 0
 GC0693
 GC0693.The horizontal coordinates were scaled from a topographic map and have
 GC0693.an estimated accuracy of +/- 6 seconds.
 GC0693
 GC0693.The orthometric height was determined by differential leveling
 GC0693.and adjusted by the National Geodetic Survey in June 1991..
 GC0693
 GC0693.The geoid height was determined by GEOID03.
 GC0693
 GC0693.The dynamic height is computed by dividing the NAVD 88
 GC0693.geopotential number by the normal gravity value computed on the
 GC0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0693.degrees latitude (g = 980.6199 gals.).
 GC0693
 GC0693.The modeled gravity was interpolated from observed gravity values.
 GC0693
 GC0693;                    North         East    Units  Estimated Accuracy
 GC0693;SPC TN       -   200,820.      538,350.      MT  (+/- 180 meters Scaled)
 GC0693
 GC0693                          SUPERSEDED SURVEY CONTROL
 GC0693
 GC0693  NGVD 29 (??/??/92)  173.325  (m)          568.65   (f) ADJ UNCH    2 0
 GC0693
 GC0693.Superseded values are not recommended for survey control.
 GC0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0693.See file dsdata.txt to determine how the superseded data were derived.
 GC0693
 GC0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE283996(NAD 83)
 GC0693_MARKER: DB = BENCH MARK DISK
 GC0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0693_STAMPING: S 226 1960
 GC0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0693+STABILITY: SURFACE MOTION
 GC0693
 GC0693  HISTORY     - Date     Condition        Report By
 GC0693  HISTORY     - 1960     MONUMENTED       CGS
 GC0693
 GC0693                          STATION DESCRIPTION
 GC0693
 GC0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0693'8 MI E FROM NASHVILLE.
 GC0693'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0693'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0693'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON U.S.
 GC0693'HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8 MILE
 GC0693'EAST ON ELM HILL PIKE, THEN 1.3 MILE SOUTHEAST ON DABBS AVENUE.
 GC0693'THE BENCH MARK IS ABOUT 250 FT. SOUTH OF THE CENTER OF
 GC0693'INTERSTATE HIGHWAY 40, 36 FT. NORTH EAST OF THE CENTER OF THE T
 GC0693'JUNCTION OF DABBS AVENUE AND MC GAVOC AVENUE, 23 FT. EAST OF THE
 GC0693'CENTER OF MC GAVOC AVENUE, 14.6 FT. NORTH OF A POWER LINE POLE
 GC0693'AND A ROAD SIGN, 1.0 FT. WEST OF A FENCE, AND 1.3 FT. SOUTH OF A
 GC0693'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0693'PROJECTING 3 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0734 ***********************************************************************
 GC0734  DESIGNATION -  S 227
 GC0734  PID         -  GC0734
 GC0734  STATE/COUNTY-  TN/DAVIDSON
 GC0734  USGS QUAD   -  ANTIOCH (1983)
 GC0734
 GC0734                         *CURRENT SURVEY CONTROL
 GC0734  ___________________________________________________________________
 GC0734* NAD 83(1986)-  36 03 20.     (N)    086 40 28.     (W)     SCALED    
 GC0734* NAVD 88     -       155.246  (meters)     509.34   (feet)  ADJUSTED  
 GC0734  ___________________________________________________________________
 GC0734  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0734  DYNAMIC HT  -         155.112 (meters)     508.90  (feet)  COMP
 GC0734  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GC0734
 GC0734  VERT ORDER  -  SECOND    CLASS 0
 GC0734
 GC0734.The horizontal coordinates were scaled from a topographic map and have
 GC0734.an estimated accuracy of +/- 6 seconds.
 GC0734
 GC0734.The orthometric height was determined by differential leveling
 GC0734.and adjusted by the National Geodetic Survey in June 1991..
 GC0734
 GC0734.The geoid height was determined by GEOID03.
 GC0734
 GC0734.The dynamic height is computed by dividing the NAVD 88
 GC0734.geopotential number by the normal gravity value computed on the
 GC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0734.degrees latitude (g = 980.6199 gals.).
 GC0734
 GC0734.The modeled gravity was interpolated from observed gravity values.
 GC0734
 GC0734;                    North         East    Units  Estimated Accuracy
 GC0734;SPC TN       -   191,290.      539,240.      MT  (+/- 180 meters Scaled)
 GC0734
 GC0734                          SUPERSEDED SURVEY CONTROL
 GC0734
 GC0734  NGVD 29 (??/??/92)  155.269  (m)          509.41   (f) ADJ UNCH    2 0
 GC0734
 GC0734.Superseded values are not recommended for survey control.
 GC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0734.See file dsdata.txt to determine how the superseded data were derived.
 GC0734
 GC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE293901(NAD 83)
 GC0734_MARKER: DB = BENCH MARK DISK
 GC0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0734_SP_SET: CULVERT
 GC0734_STAMPING: S 227 1960
 GC0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0734
 GC0734  HISTORY     - Date     Condition        Report By
 GC0734  HISTORY     - 1960     MONUMENTED       CGS
 GC0734
 GC0734                          STATION DESCRIPTION
 GC0734
 GC0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0734'0.3 MI NW FROM ANTIOCH.
 GC0734'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD FOR
 GC0734'0.1 MILE, THEN 0.2 MILE NORTHWEST ON INTERSTATE HIGHWAY 24 TO A
 GC0734'LARGE CONCRETE CULVERT.  THE BENCH MARK DISK IS CEMENTED IN A
 GC0734'DRILL HOLE IN THE NORTH CORNER OF THE NORTH CONCRETE HEADWALL
 GC0734'OF THE CONCRETE CULVERT, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0097 ***********************************************************************
 FD0097  DESIGNATION -  S 228
 FD0097  PID         -  FD0097
 FD0097  STATE/COUNTY-  TN/RUTHERFORD
 FD0097  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0097
 FD0097                         *CURRENT SURVEY CONTROL
 FD0097  ___________________________________________________________________
 FD0097* NAD 83(1986)-  35 40 13.     (N)    086 16 35.     (W)     SCALED    
 FD0097* NAVD 88     -       230.107  (meters)     754.94   (feet)  ADJUSTED  
 FD0097  ___________________________________________________________________
 FD0097  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0097  DYNAMIC HT  -         229.896 (meters)     754.25  (feet)  COMP
 FD0097  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD0097
 FD0097  VERT ORDER  -  SECOND    CLASS 0
 FD0097
 FD0097.The horizontal coordinates were scaled from a topographic map and have
 FD0097.an estimated accuracy of +/- 6 seconds.
 FD0097
 FD0097.The orthometric height was determined by differential leveling
 FD0097.and adjusted by the National Geodetic Survey in June 1991..
 FD0097
 FD0097.The geoid height was determined by GEOID03.
 FD0097
 FD0097.The dynamic height is computed by dividing the NAVD 88
 FD0097.geopotential number by the normal gravity value computed on the
 FD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0097.degrees latitude (g = 980.6199 gals.).
 FD0097
 FD0097.The modeled gravity was interpolated from observed gravity values.
 FD0097
 FD0097;                    North         East    Units  Estimated Accuracy
 FD0097;SPC TN       -   148,370.      574,980.      MT  (+/- 180 meters Scaled)
 FD0097
 FD0097                          SUPERSEDED SURVEY CONTROL
 FD0097
 FD0097  NGVD 29 (??/??/92)  230.110  (m)          754.95   (f) ADJ UNCH    2 0
 FD0097
 FD0097.Superseded values are not recommended for survey control.
 FD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0097.See file dsdata.txt to determine how the superseded data were derived.
 FD0097
 FD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE654476(NAD 83)
 FD0097_MARKER: DB = BENCH MARK DISK
 FD0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0097_SP_SET: BRIDGE
 FD0097_STAMPING: S 228 1960
 FD0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0097
 FD0097  HISTORY     - Date     Condition        Report By
 FD0097  HISTORY     - 1960     MONUMENTED       CGS
 FD0097
 FD0097                          STATION DESCRIPTION
 FD0097
 FD0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0097'3.8 MI NW FROM BEECH GROVE.
 FD0097'FROM THE POST OFFICE IN BEECH GROVE, GO 3.8 MILES NORTHWEST
 FD0097'ON U.S. HIGHWAY 41.  THE BENCH MARK IS ABOUT 0.15 MILE NORTHWEST
 FD0097'OF HOOVERS GAP.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 FD0097'THE SOUTHWEST WINGWALL AT THE SOUTH END OF A BRIDGE OVER A
 FD0097'CREEK, 17 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41,
 FD0097'AND ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0110 ***********************************************************************
 FD0110  DESIGNATION -  S 229
 FD0110  PID         -  FD0110
 FD0110  STATE/COUNTY-  TN/BEDFORD
 FD0110  USGS QUAD   -  WARTRACE (1980)
 FD0110
 FD0110                         *CURRENT SURVEY CONTROL
 FD0110  ___________________________________________________________________
 FD0110* NAD 83(1986)-  35 34 53.     (N)    086 16 08.     (W)     SCALED    
 FD0110* NAVD 88     -       256.140  (meters)     840.35   (feet)  ADJUSTED  
 FD0110  ___________________________________________________________________
 FD0110  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD0110  DYNAMIC HT  -         255.903 (meters)     839.58  (feet)  COMP
 FD0110  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD0110
 FD0110  VERT ORDER  -  SECOND    CLASS 0
 FD0110
 FD0110.The horizontal coordinates were scaled from a topographic map and have
 FD0110.an estimated accuracy of +/- 6 seconds.
 FD0110
 FD0110.The orthometric height was determined by differential leveling
 FD0110.and adjusted by the National Geodetic Survey in June 1991..
 FD0110
 FD0110.The geoid height was determined by GEOID03.
 FD0110
 FD0110.The dynamic height is computed by dividing the NAVD 88
 FD0110.geopotential number by the normal gravity value computed on the
 FD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0110.degrees latitude (g = 980.6199 gals.).
 FD0110
 FD0110.The modeled gravity was interpolated from observed gravity values.
 FD0110
 FD0110;                    North         East    Units  Estimated Accuracy
 FD0110;SPC TN       -   138,500.      575,630.      MT  (+/- 180 meters Scaled)
 FD0110
 FD0110                          SUPERSEDED SURVEY CONTROL
 FD0110
 FD0110  NGVD 29 (??/??/92)  256.138  (m)          840.35   (f) ADJ UNCH    2 0
 FD0110
 FD0110.Superseded values are not recommended for survey control.
 FD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0110.See file dsdata.txt to determine how the superseded data were derived.
 FD0110
 FD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE662377(NAD 83)
 FD0110_MARKER: DB = BENCH MARK DISK
 FD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0110_STAMPING: S 229 1960
 FD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0110+STABILITY: SURFACE MOTION
 FD0110
 FD0110  HISTORY     - Date     Condition        Report By
 FD0110  HISTORY     - 1960     MONUMENTED       CGS
 FD0110
 FD0110                          STATION DESCRIPTION
 FD0110
 FD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0110'3.9 MI S FROM BEECH GROVE.
 FD0110'FROM THE POST OFFICE IN BEECH GROVE, GO 3.9 MILES SOUTH ON STATE
 FD0110'HIGHWAY 64.  THE BENCH MARK IS ABOUT 0.1 MILE NORTHEAST OF A WOOD
 FD0110'BRIDGE, 29 FT. NORTHWEST OF THE CENTER OF STATE HIGHWAY 64, 10
 FD0110'FT. SOUTHWEST OF THE CENTER OF A GATE AND TRACK ROAD LEADING TO
 FD0110'A BARN, 3.4 FT. NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE,
 FD0110'1.6 FT. SOUTHEAST OF A BOARD FENCE, AND 1.6 FT. NORTHWEST OF A
 FD0110'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0110'PROJECTING 3 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FD0110'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0287 ***********************************************************************
 GD0287  DESIGNATION -  S 23
 GD0287  PID         -  GD0287
 GD0287  STATE/COUNTY-  TN/HENRY
 GD0287  USGS QUAD   -  MC KENZIE (1985)
 GD0287
 GD0287                         *CURRENT SURVEY CONTROL
 GD0287  ___________________________________________________________________
 GD0287* NAD 83(1986)-  36 09 34.     (N)    088 30 08.     (W)     SCALED    
 GD0287* NAVD 88     -       145.009  (meters)     475.75   (feet)  ADJUSTED  
 GD0287  ___________________________________________________________________
 GD0287  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0287  DYNAMIC HT  -         144.888 (meters)     475.35  (feet)  COMP
 GD0287  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GD0287
 GD0287  VERT ORDER  -  SECOND    CLASS 0
 GD0287
 GD0287.The horizontal coordinates were scaled from a topographic map and have
 GD0287.an estimated accuracy of +/- 6 seconds.
 GD0287
 GD0287.The orthometric height was determined by differential leveling
 GD0287.and adjusted by the National Geodetic Survey in June 1991..
 GD0287
 GD0287.The geoid height was determined by GEOID03.
 GD0287
 GD0287.The dynamic height is computed by dividing the NAVD 88
 GD0287.geopotential number by the normal gravity value computed on the
 GD0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0287.degrees latitude (g = 980.6199 gals.).
 GD0287
 GD0287.The modeled gravity was interpolated from observed gravity values.
 GD0287
 GD0287;                    North         East    Units  Estimated Accuracy
 GD0287;SPC TN       -   205,490.      374,880.      MT  (+/- 180 meters Scaled)
 GD0287
 GD0287                          SUPERSEDED SURVEY CONTROL
 GD0287
 GD0287  NGVD 29 (??/??/??)  145.056  (m)          475.90   (f) ADJUSTED    2 0
 GD0287
 GD0287.Superseded values are not recommended for survey control.
 GD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0287.See file dsdata.txt to determine how the superseded data were derived.
 GD0287
 GD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF648026(NAD 83)
 GD0287_MARKER: DB = BENCH MARK DISK
 GD0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0287_STAMPING: S 23 1934 476.046
 GD0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0287+STABILITY: SURFACE MOTION
 GD0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0287+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0287
 GD0287  HISTORY     - Date     Condition        Report By
 GD0287  HISTORY     - 1934     MONUMENTED       CGS
 GD0287  HISTORY     - 1967     GOOD             CGS
 GD0287  HISTORY     - 20020826 GOOD             USACE
 GD0287
 GD0287                          STATION DESCRIPTION
 GD0287
 GD0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0287'2 MI NE FROM MC KENZIE.
 GD0287'THE MARK IS ABOUT 2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND
 GD0287'NASHVILLE RAILROAD FROM THE STATION AT MC KENZIE, 300 YARDS
 GD0287'SOUTHWEST OF A MAIN ROAD CROSSING, 199 FEET SOUTH OF MILEPOST
 GD0287'261, 49 FEET NORTH OF A TELEGRAPH POLE, 30 FEET EAST OF THE
 GD0287'EAST RAIL OF THE TRACK, 11 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD0287'A FARM ROAD EAST OF CROSSING, AND 0.9 OF A FOOT NORTH-NORTHWEST
 GD0287'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK
 GD0287'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GD0287'WITH THE SHOULDER OF THE ROAD AND THE DISK IS STAMPED S 23 1934
 GD0287'476.046.
 GD0287
 GD0287                          STATION RECOVERY (2002)
 GD0287
 GD0287'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0287'TRACKS HAVE BEEN REMOVED FROM RR GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1769 ***********************************************************************
 GB1769  DESIGNATION -  S 230
 GB1769  PID         -  GB1769
 GB1769  STATE/COUNTY-  TN/PUTNAM
 GB1769  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1769
 GB1769                         *CURRENT SURVEY CONTROL
 GB1769  ___________________________________________________________________
 GB1769* NAD 83(1986)-  36 06 15.     (N)    085 45 25.     (W)     SCALED    
 GB1769* NAVD 88     -       256.886  (meters)     842.80   (feet)  ADJUSTED  
 GB1769  ___________________________________________________________________
 GB1769  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1769  DYNAMIC HT  -         256.659 (meters)     842.06  (feet)  COMP
 GB1769  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 GB1769
 GB1769  VERT ORDER  -  SECOND    CLASS 0
 GB1769
 GB1769.The horizontal coordinates were scaled from a topographic map and have
 GB1769.an estimated accuracy of +/- 6 seconds.
 GB1769
 GB1769.The orthometric height was determined by differential leveling
 GB1769.and adjusted by the National Geodetic Survey in June 1991..
 GB1769
 GB1769.The geoid height was determined by GEOID03.
 GB1769
 GB1769.The dynamic height is computed by dividing the NAVD 88
 GB1769.geopotential number by the normal gravity value computed on the
 GB1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1769.degrees latitude (g = 980.6199 gals.).
 GB1769
 GB1769.The modeled gravity was interpolated from observed gravity values.
 GB1769
 GB1769;                    North         East    Units  Estimated Accuracy
 GB1769;SPC TN       -   196,500.      621,890.      MT  (+/- 180 meters Scaled)
 GB1769
 GB1769                          SUPERSEDED SURVEY CONTROL
 GB1769
 GB1769  NGVD 29 (??/??/92)  256.950  (m)          843.01   (f) ADJ UNCH    2 0
 GB1769
 GB1769.Superseded values are not recommended for survey control.
 GB1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1769.See file dsdata.txt to determine how the superseded data were derived.
 GB1769
 GB1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE118962(NAD 83)
 GB1769_MARKER: DB = BENCH MARK DISK
 GB1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1769_STAMPING: S 230 1960
 GB1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1769+STABILITY: SURFACE MOTION
 GB1769
 GB1769  HISTORY     - Date     Condition        Report By
 GB1769  HISTORY     - 1960     MONUMENTED       CGS
 GB1769
 GB1769                          STATION DESCRIPTION
 GB1769
 GB1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1769'2.1 MI NW FROM SILVER POINT.
 GB1769'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1769'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 2.1 MILES
 GB1769'NORTHWEST OF INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 0.1
 GB1769'MILE WEST OF A CUT AND AT THE EAST END OF A CUT, ABOUT 83 FT. NORTH
 GB1769'OF THE WEST BOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 40 NOW
 GB1769'UNDER CONSTRUCTION, AND 1.7 FT. WEST OF A WITNESS SIGN.  THE
 GB1769'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GB1769'IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS 0.7 MILE
 GB1769'SOUTHEAST ALONG INTERSTATE HIGHWAY 40 FROM B.M. R 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1770 ***********************************************************************
 GB1770  DESIGNATION -  S 230 RESET
 GB1770  PID         -  GB1770
 GB1770  STATE/COUNTY-  TN/PUTNAM
 GB1770  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1770
 GB1770                         *CURRENT SURVEY CONTROL
 GB1770  ___________________________________________________________________
 GB1770* NAD 83(1986)-  36 06 15.     (N)    085 45 25.     (W)     SCALED    
 GB1770* NAVD 88     -       259.37   (+/-2cm)     850.9    (feet)  VERTCON   
 GB1770  ___________________________________________________________________
 GB1770  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1770
 GB1770  VERT ORDER  -  THIRD (See Below)
 GB1770
 GB1770.The horizontal coordinates were scaled from a topographic map and have
 GB1770.an estimated accuracy of +/- 6 seconds.
 GB1770
 GB1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB1770.The vertical order pertains to the NGVD 29 superseded value.
 GB1770
 GB1770.The geoid height was determined by GEOID03.
 GB1770
 GB1770;                    North         East    Units  Estimated Accuracy
 GB1770;SPC TN       -   196,500.      621,890.      MT  (+/- 180 meters Scaled)
 GB1770
 GB1770                          SUPERSEDED SURVEY CONTROL
 GB1770
 GB1770  NGVD 29 (??/??/??)  259.43   (m)          851.1    (f) RESET       3  
 GB1770
 GB1770.Superseded values are not recommended for survey control.
 GB1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1770.See file dsdata.txt to determine how the superseded data were derived.
 GB1770
 GB1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE118962(NAD 83)
 GB1770_MARKER: DB = BENCH MARK DISK
 GB1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1770_STAMPING: S 230 1930 RESET 1962
 GB1770_MARK LOGO: TNHD  
 GB1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1770+STABILITY: SURFACE MOTION
 GB1770
 GB1770  HISTORY     - Date     Condition        Report By
 GB1770  HISTORY     - 1962     MONUMENTED       TNHD
 GB1770
 GB1770                          STATION DESCRIPTION
 GB1770
 GB1770'DESCRIBED BY TN HIGHWAY DEPT 1962
 GB1770'2.1 MI NW FROM SILVER POINT.
 GB1770'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1770'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 2.1 MILES
 GB1770'NORTHWEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT
 GB1770'0.1 MILE WEST OF A CUT AND AT THE EAST END OF A CUT, ABOUT
 GB1770'162 FEET NORTH OF THE APPROXIMATE CENTER OF THE WEST BOUND
 GB1770'TRAFFIC LANES OF INTERSTATE HIGHWAY 40 NOW UNDER CONSTRUCTION,
 GB1770'2.8 FEET SOUTHWEST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A
 GB1770'BRACE POST IN THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE
 GB1770'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES AND IS ABOUT
 GB1770'8 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS 0.7
 GB1770'MILE SOUTHEAST ALONG INTERSTATE HIGHWAY 40 FROM B.M. R 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1852 ***********************************************************************
 GB1852  DESIGNATION -  S 231
 GB1852  PID         -  GB1852
 GB1852  STATE/COUNTY-  TN/PUTNAM
 GB1852  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1852
 GB1852                         *CURRENT SURVEY CONTROL
 GB1852  ___________________________________________________________________
 GB1852* NAD 83(1986)-  36 08 12.     (N)    085 30 12.     (W)     SCALED    
 GB1852* NAVD 88     -       338.728  (meters)    1111.31   (feet)  ADJUSTED  
 GB1852  ___________________________________________________________________
 GB1852  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB1852  DYNAMIC HT  -         338.426 (meters)    1110.32  (feet)  COMP
 GB1852  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GB1852
 GB1852  VERT ORDER  -  SECOND    CLASS 0
 GB1852
 GB1852.The horizontal coordinates were scaled from a topographic map and have
 GB1852.an estimated accuracy of +/- 6 seconds.
 GB1852
 GB1852.The orthometric height was determined by differential leveling
 GB1852.and adjusted by the National Geodetic Survey in June 1991..
 GB1852
 GB1852.The geoid height was determined by GEOID03.
 GB1852
 GB1852.The dynamic height is computed by dividing the NAVD 88
 GB1852.geopotential number by the normal gravity value computed on the
 GB1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1852.degrees latitude (g = 980.6199 gals.).
 GB1852
 GB1852.The modeled gravity was interpolated from observed gravity values.
 GB1852
 GB1852;                    North         East    Units  Estimated Accuracy
 GB1852;SPC TN       -   200,190.      644,700.      MT  (+/- 180 meters Scaled)
 GB1852
 GB1852                          SUPERSEDED SURVEY CONTROL
 GB1852
 GB1852  NGVD 29 (??/??/92)  338.798  (m)         1111.54   (f) ADJ UNCH    2 0
 GB1852
 GB1852.Superseded values are not recommended for survey control.
 GB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1852.See file dsdata.txt to determine how the superseded data were derived.
 GB1852
 GB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF346001(NAD 83)
 GB1852_MARKER: DB = BENCH MARK DISK
 GB1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1852_STAMPING: S 231 1960
 GB1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1852+STABILITY: SURFACE MOTION
 GB1852
 GB1852  HISTORY     - Date     Condition        Report By
 GB1852  HISTORY     - 1960     MONUMENTED       CGS
 GB1852
 GB1852                          STATION DESCRIPTION
 GB1852
 GB1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1852'1.8 MI S FROM COOKEVILLE.
 GB1852'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON
 GB1852'STATE HIGHWAY 42, THEN GO ABOUT 100 YARDS WEST ON A GRAVELED
 GB1852'ROAD.  THE BENCH MARK IS ABOUT 100 YARDS NORTH OF THE CENTER
 GB1852'OF INTERSTATE HIGHWAY 40 NOW UNDER CONSTRUCTION, 59 FT. EAST OF
 GB1852'THE SOUTHEAST CORNER OF A HOUSE, 50 FT. NORTH OF THE CENTER OF
 GB1852'A GRAVELED ROAD, 27.3 FT. EAST OF A FENCE, 1.5 FT. SOUTHWEST OF A
 GB1852'POWER LINE POLE WITH GUY WIRE, AND 2.0 FT. EAST OF A WITNESS
 GB1852'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB1852'3 INCHES AND ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0893 ***********************************************************************
 FC0893  DESIGNATION -  S 232
 FC0893  PID         -  FC0893
 FC0893  STATE/COUNTY-  TN/CUMBERLAND
 FC0893  USGS QUAD   -  CARDIFF (1990)
 FC0893
 FC0893                         *CURRENT SURVEY CONTROL
 FC0893  ___________________________________________________________________
 FC0893* NAD 83(1986)-  35 53 31.     (N)    084 44 03.     (W)     SCALED    
 FC0893* NAVD 88     -       435.817  (meters)    1429.84   (feet)  ADJUSTED  
 FC0893  ___________________________________________________________________
 FC0893  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC0893  DYNAMIC HT  -         435.404 (meters)    1428.49  (feet)  COMP
 FC0893  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FC0893
 FC0893  VERT ORDER  -  SECOND    CLASS 0
 FC0893
 FC0893.The horizontal coordinates were scaled from a topographic map and have
 FC0893.an estimated accuracy of +/- 6 seconds.
 FC0893
 FC0893.The orthometric height was determined by differential leveling
 FC0893.and adjusted by the National Geodetic Survey in June 1991..
 FC0893
 FC0893.The geoid height was determined by GEOID03.
 FC0893
 FC0893.The dynamic height is computed by dividing the NAVD 88
 FC0893.geopotential number by the normal gravity value computed on the
 FC0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0893.degrees latitude (g = 980.6199 gals.).
 FC0893
 FC0893.The modeled gravity was interpolated from observed gravity values.
 FC0893
 FC0893;                    North         East    Units  Estimated Accuracy
 FC0893;SPC TN       -   173,670.      714,280.      MT  (+/- 180 meters Scaled)
 FC0893
 FC0893                          SUPERSEDED SURVEY CONTROL
 FC0893
 FC0893  NGVD 29 (??/??/92)  435.906  (m)         1430.13   (f) ADJ UNCH    2 0
 FC0893
 FC0893.Superseded values are not recommended for survey control.
 FC0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0893.See file dsdata.txt to determine how the superseded data were derived.
 FC0893
 FC0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE045743(NAD 83)
 FC0893_MARKER: DB = BENCH MARK DISK
 FC0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0893_STAMPING: S 232 1960
 FC0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0893+STABILITY: SURFACE MOTION
 FC0893
 FC0893  HISTORY     - Date     Condition        Report By
 FC0893  HISTORY     - 1960     MONUMENTED       CGS
 FC0893  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0893
 FC0893                          STATION DESCRIPTION
 FC0893
 FC0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0893'2.4 MI NE FROM DAYSVILLE.
 FC0893'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 1.1 MILES
 FC0893'NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THEN 0.75 MILE EAST
 FC0893'ON A TRACK ROAD, THEN 0.5 MILE NORTHEAST ON A GRAVELED ROAD.  THE
 FC0893'BENCH MARK IS 0.15 MILE SOUTHWEST OF MOULDERS SCHOOL, 19 FT.
 FC0893'SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 6 FT. NORTHWEST OF
 FC0893'A FENCE, 4 FT. SOUTHEAST OF A POWER LINE POLE, AND 1.4 FT.
 FC0893'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0893'POST PROJECTING 2 INCHES AND ABOUT 1 FT. ABOVE THE LEVEL OF THE
 FC0893'GRAVELED ROAD.
 FC0893
 FC0893                          STATION RECOVERY (1972)
 FC0893
 FC0893'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0211 ***********************************************************************
 FC0211  DESIGNATION -  S 233
 FC0211  PID         -  FC0211
 FC0211  STATE/COUNTY-  TN/LOUDON
 FC0211  USGS QUAD   -  LENOIR CITY (1986)
 FC0211
 FC0211                         *CURRENT SURVEY CONTROL
 FC0211  ___________________________________________________________________
 FC0211* NAD 83(1986)-  35 51 04.     (N)    084 16 24.     (W)     SCALED    
 FC0211* NAVD 88     -       260.105  (meters)     853.36   (feet)  ADJUSTED  
 FC0211  ___________________________________________________________________
 FC0211  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0211  DYNAMIC HT  -         259.857 (meters)     852.55  (feet)  COMP
 FC0211  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FC0211
 FC0211  VERT ORDER  -  SECOND    CLASS 0
 FC0211
 FC0211.The horizontal coordinates were scaled from a topographic map and have
 FC0211.an estimated accuracy of +/- 6 seconds.
 FC0211
 FC0211.The orthometric height was determined by differential leveling
 FC0211.and adjusted by the National Geodetic Survey in June 1991..
 FC0211
 FC0211.The geoid height was determined by GEOID03.
 FC0211
 FC0211.The dynamic height is computed by dividing the NAVD 88
 FC0211.geopotential number by the normal gravity value computed on the
 FC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0211.degrees latitude (g = 980.6199 gals.).
 FC0211
 FC0211.The modeled gravity was interpolated from observed gravity values.
 FC0211
 FC0211;                    North         East    Units  Estimated Accuracy
 FC0211;SPC TN       -   169,770.      755,960.      MT  (+/- 180 meters Scaled)
 FC0211
 FC0211                          SUPERSEDED SURVEY CONTROL
 FC0211
 FC0211  NGVD 29 (??/??/92)  260.213  (m)          853.72   (f) ADJ UNCH    2 0
 FC0211
 FC0211.Superseded values are not recommended for survey control.
 FC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0211.See file dsdata.txt to determine how the superseded data were derived.
 FC0211
 FC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE462708(NAD 83)
 FC0211_MARKER: DB = BENCH MARK DISK
 FC0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0211_SP_SET: BRIDGE
 FC0211_STAMPING: S 223 1960
 FC0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0211
 FC0211  HISTORY     - Date     Condition        Report By
 FC0211  HISTORY     - 1960     MONUMENTED       CGS
 FC0211
 FC0211                          STATION DESCRIPTION
 FC0211
 FC0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0211'1.6 MI NE FROM EATON CROSSROADS.
 FC0211'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0211'EAST ON U.S. HIGHWAY 70, THEN 1.45 MILES NORTHEAST ON A PAVED ROAD
 FC0211'TO A SMALL BRIDGE OVER A CREEK.  THE BENCH MARK IS ABOUT 0.05
 FC0211'MILE SOUTHWEST OF A LARGE BARN ON THE SOUTHEAST SIDE OF THE
 FC0211'ROAD AND 14 FT. SOUTHEAST OF THE CENTER OF THE PAVED ROAD.  THE
 FC0211'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST END OF
 FC0211'THE EAST CONCRETE HEADWALL OF THE BRIDGE, AND IS ABOUT LEVEL
 FC0211'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2100 ***********************************************************************
 FB2100  DESIGNATION -  S 234
 FB2100  PID         -  FB2100
 FB2100  STATE/COUNTY-  TN/KNOX
 FB2100  USGS QUAD   -  KNOXVILLE (1978)
 FB2100
 FB2100                         *CURRENT SURVEY CONTROL
 FB2100  ___________________________________________________________________
 FB2100* NAD 83(1986)-  35 57 51.     (N)    083 56 11.     (W)     SCALED    
 FB2100* NAVD 88     -       284.106  (meters)     932.10   (feet)  ADJUSTED  
 FB2100  ___________________________________________________________________
 FB2100  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2100  DYNAMIC HT  -         283.844 (meters)     931.24  (feet)  COMP
 FB2100  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FB2100
 FB2100  VERT ORDER  -  SECOND    CLASS 0
 FB2100
 FB2100.The horizontal coordinates were scaled from a topographic map and have
 FB2100.an estimated accuracy of +/- 6 seconds.
 FB2100
 FB2100.The orthometric height was determined by differential leveling
 FB2100.and adjusted by the National Geodetic Survey in June 1991..
 FB2100
 FB2100.The geoid height was determined by GEOID03.
 FB2100
 FB2100.The dynamic height is computed by dividing the NAVD 88
 FB2100.geopotential number by the normal gravity value computed on the
 FB2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2100.degrees latitude (g = 980.6199 gals.).
 FB2100
 FB2100.The modeled gravity was interpolated from observed gravity values.
 FB2100
 FB2100;                    North         East    Units  Estimated Accuracy
 FB2100;SPC TN       -   182,900.      786,120.      MT  (+/- 180 meters Scaled)
 FB2100
 FB2100                          SUPERSEDED SURVEY CONTROL
 FB2100
 FB2100  NGVD 29 (??/??/92)  284.239  (m)          932.54   (f) ADJ UNCH    2 0
 FB2100
 FB2100.Superseded values are not recommended for survey control.
 FB2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2100.See file dsdata.txt to determine how the superseded data were derived.
 FB2100
 FB2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV351839(NAD 83)
 FB2100_MARKER: DB = BENCH MARK DISK
 FB2100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2100_SP_SET: OVERPASS
 FB2100_STAMPING: S 234 1960
 FB2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2100
 FB2100  HISTORY     - Date     Condition        Report By
 FB2100  HISTORY     - 1960     MONUMENTED       CGS
 FB2100  HISTORY     - 1961     GOOD             NGS
 FB2100  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2100
 FB2100                          STATION DESCRIPTION
 FB2100
 FB2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2100'AT KNOXVILLE.
 FB2100'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2100'ABOUT 0.85 MILE WEST ON MAGNOLIA AVENUE TO AN OVERPASS OVER
 FB2100'FT. SANDERS ST.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE
 FB2100'IN TOP OF THE NORTHEAST WINGWALL AT THE EAST END OF THE OVERPASS,
 FB2100'AND IS ABOUT LEVEL WITH THE ROAD.  THIS MARK IS ABOUT 1.0 MILE
 FB2100'EAST OF LESLIE 1960.
 FB2100
 FB2100                          STATION RECOVERY (1982)
 FB2100
 FB2100'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2206 ***********************************************************************
 FB2206  DESIGNATION -  S 234 RESET
 FB2206  PID         -  FB2206
 FB2206  STATE/COUNTY-  TN/KNOX
 FB2206  USGS QUAD   -  KNOXVILLE (1978)
 FB2206
 FB2206                         *CURRENT SURVEY CONTROL
 FB2206  ___________________________________________________________________
 FB2206* NAD 83(1986)-  35 57 51.     (N)    083 56 11.     (W)     SCALED    
 FB2206* NAVD 88     -       283.63   (meters)     930.5    (feet)  RESET     
 FB2206  ___________________________________________________________________
 FB2206  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2206
 FB2206  VERT ORDER  -  THIRD
 FB2206
 FB2206.The horizontal coordinates were scaled from a topographic map and have
 FB2206.an estimated accuracy of +/- 6 seconds.
 FB2206
 FB2206.The orthometric height was computed from unverified reset data.
 FB2206.No vertical observational check was made to the station.
 FB2206
 FB2206.The geoid height was determined by GEOID03.
 FB2206
 FB2206;                    North         East    Units  Estimated Accuracy
 FB2206;SPC TN       -   182,900.      786,120.      MT  (+/- 180 meters Scaled)
 FB2206
 FB2206                          SUPERSEDED SURVEY CONTROL
 FB2206
 FB2206  NGVD 29 (10/12/01)  283.76   (m)          931.0    (f) RESET       3  
 FB2206
 FB2206.Superseded values are not recommended for survey control.
 FB2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2206.See file dsdata.txt to determine how the superseded data were derived.
 FB2206
 FB2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV351839(NAD 83)
 FB2206_MARKER: DB = BENCH MARK DISK
 FB2206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2206_SP_SET: LARGE RETAINING WALL
 FB2206_STAMPING: S 234 RESET 1980
 FB2206_MARK LOGO: NGS   
 FB2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2206
 FB2206  HISTORY     - Date     Condition        Report By
 FB2206  HISTORY     - 1980     MONUMENTED       NGS
 FB2206  HISTORY     - 1983     GOOD             NGS
 FB2206
 FB2206                          STATION DESCRIPTION
 FB2206
 FB2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FB2206'IN KNOXVILLE.
 FB2206'AT THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND 75 AND 17TH STREET,
 FB2206'IN TOP OF A CONCRETE RETAINING WALL ON THE NORTH SIDE OF THE
 FB2206'HIGHWAY BETWEEN THE HIGHWAY AND A FRONTAGE ROAD TO BE BUILT, 38
 FB2206'FEET SOUTH OF SOUTH FACE OF BRICK BUILDING AND 254 FEET EAST OF
 FB2206'THE CENTERLINE OF 17TH STREET.
 FB2206
 FB2206                          STATION RECOVERY (1983)
 FB2206
 FB2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0695 ***********************************************************************
 GB0695  DESIGNATION -  S 235
 GB0695  PID         -  GB0695
 GB0695  STATE/COUNTY-  TN/ANDERSON
 GB0695  USGS QUAD   -  NORRIS (1990)
 GB0695
 GB0695                         *CURRENT SURVEY CONTROL
 GB0695  ___________________________________________________________________
 GB0695* NAD 83(1986)-  36 08 54.     (N)    084 03 52.     (W)     SCALED    
 GB0695* NAVD 88     -       260.894  (meters)     855.95   (feet)  ADJUSTED  
 GB0695  ___________________________________________________________________
 GB0695  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB0695  DYNAMIC HT  -         260.656 (meters)     855.17  (feet)  COMP
 GB0695  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GB0695
 GB0695  VERT ORDER  -  SECOND    CLASS 0
 GB0695
 GB0695.The horizontal coordinates were scaled from a topographic map and have
 GB0695.an estimated accuracy of +/- 6 seconds.
 GB0695
 GB0695.The orthometric height was determined by differential leveling
 GB0695.and adjusted by the National Geodetic Survey in June 1991..
 GB0695
 GB0695.The geoid height was determined by GEOID03.
 GB0695
 GB0695.The dynamic height is computed by dividing the NAVD 88
 GB0695.geopotential number by the normal gravity value computed on the
 GB0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0695.degrees latitude (g = 980.6199 gals.).
 GB0695
 GB0695.The modeled gravity was interpolated from observed gravity values.
 GB0695
 GB0695;                    North         East    Units  Estimated Accuracy
 GB0695;SPC TN       -   203,100.      774,170.      MT  (+/- 180 meters Scaled)
 GB0695
 GB0695                          SUPERSEDED SURVEY CONTROL
 GB0695
 GB0695  NGVD 29 (??/??/92)  261.003  (m)          856.31   (f) ADJ UNCH    2 0
 GB0695
 GB0695.Superseded values are not recommended for survey control.
 GB0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0695.See file dsdata.txt to determine how the superseded data were derived.
 GB0695
 GB0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF641043(NAD 83)
 GB0695_MARKER: DB = BENCH MARK DISK
 GB0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0695_SP_SET: BRIDGE
 GB0695_STAMPING: S 235 1961
 GB0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0695
 GB0695  HISTORY     - Date     Condition        Report By
 GB0695  HISTORY     - 1961     MONUMENTED       CGS
 GB0695  HISTORY     - 1972     GOOD             TVA
 GB0695
 GB0695                          STATION DESCRIPTION
 GB0695
 GB0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0695'5.2 MI S FROM NORRIS.
 GB0695'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71, (ABOUT 1.0 MILE
 GB0695'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0695'THEN 1.9 MILE SOUTHEAST ON A GRAVELED ROAD TO AN INTERSECTION,
 GB0695'THEN GO 0.15 MILE SOUTHWEST ON A GRAVELED ROAD TO A BRIDGE OVER
 GB0695'A CREEK.  THE BENCH MARK IS 11 FT. NORTHWEST OF THE CENTER OF THE
 GB0695'GRAVELED ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 GB0695'THE NORTH END OF THE NORTH CONCRETE WINGWALL OF A STEEL GIRDER
 GB0695'BRIDGE OVER A CREEK.
 GB0695
 GB0695                          STATION RECOVERY (1972)
 GB0695
 GB0695'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2406 ***********************************************************************
 GA2406  DESIGNATION -  S 236
 GA2406  PID         -  GA2406
 GA2406  STATE/COUNTY-  TN/KNOX
 GA2406  USGS QUAD   -  JOHN SEVIER (1992)
 GA2406
 GA2406                         *CURRENT SURVEY CONTROL
 GA2406  ___________________________________________________________________
 GA2406* NAD 83(1986)-  36 00 35.     (N)    083 50 36.     (W)     SCALED    
 GA2406* NAVD 88     -       257.999  (meters)     846.45   (feet)  ADJUSTED  
 GA2406  ___________________________________________________________________
 GA2406  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2406  DYNAMIC HT  -         257.762 (meters)     845.67  (feet)  COMP
 GA2406  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 GA2406
 GA2406  VERT ORDER  -  SECOND    CLASS 0
 GA2406
 GA2406.The horizontal coordinates were scaled from a topographic map and have
 GA2406.an estimated accuracy of +/- 6 seconds.
 GA2406
 GA2406.The orthometric height was determined by differential leveling
 GA2406.and adjusted by the National Geodetic Survey in June 1991..
 GA2406
 GA2406.The geoid height was determined by GEOID03.
 GA2406
 GA2406.The dynamic height is computed by dividing the NAVD 88
 GA2406.geopotential number by the normal gravity value computed on the
 GA2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2406.degrees latitude (g = 980.6199 gals.).
 GA2406
 GA2406.The modeled gravity was interpolated from observed gravity values.
 GA2406
 GA2406;                    North         East    Units  Estimated Accuracy
 GA2406;SPC TN       -   188,140.      794,400.      MT  (+/- 180 meters Scaled)
 GA2406
 GA2406                          SUPERSEDED SURVEY CONTROL
 GA2406
 GA2406  NGVD 29 (??/??/92)  258.137  (m)          846.90   (f) ADJ UNCH    2 0
 GA2406
 GA2406.Superseded values are not recommended for survey control.
 GA2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2406.See file dsdata.txt to determine how the superseded data were derived.
 GA2406
 GA2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV437887(NAD 83)
 GA2406_MARKER: DB = BENCH MARK DISK
 GA2406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2406_SP_SET: BRIDGE
 GA2406_STAMPING: S 236 1961
 GA2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2406
 GA2406  HISTORY     - Date     Condition        Report By
 GA2406  HISTORY     - 1961     MONUMENTED       CGS
 GA2406  HISTORY     - 1982     GOOD             LOCENG
 GA2406
 GA2406                          STATION DESCRIPTION
 GA2406
 GA2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2406'0.5 MI E FROM KNOXVILLE.
 GA2406'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 0.5
 GA2406'MILE EAST ON U.S. HIGHWAY 70 TO A CONCRETE BRIDGE OVER LOVES
 GA2406'CREEK.  THE BENCH MARK IS 33 FT. SOUTH OF THE CENTER OF THE
 GA2406'HIGHWAY.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GA2406'SOUTHWEST WINGWALL OF THE BRIDGE AND IS ABOUT LEVEL WITH THE
 GA2406'ROAD.
 GA2406
 GA2406                          STATION RECOVERY (1982)
 GA2406
 GA2406'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2406'NOTE: MARK IS LOCATED 1 MILE WEST OF I-40 OVERPASS OF ST. HWY. 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2037 ***********************************************************************
 GA2037  DESIGNATION -  S 237
 GA2037  PID         -  GA2037
 GA2037  STATE/COUNTY-  TN/JEFFERSON
 GA2037  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2037
 GA2037                         *CURRENT SURVEY CONTROL
 GA2037  ___________________________________________________________________
 GA2037* NAD 83(1986)-  36 02 51.     (N)    083 25 06.     (W)     SCALED    
 GA2037* NAVD 88     -       366.658  (meters)    1202.94   (feet)  ADJUSTED  
 GA2037  ___________________________________________________________________
 GA2037  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA2037  DYNAMIC HT  -         366.314 (meters)    1201.82  (feet)  COMP
 GA2037  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 GA2037
 GA2037  VERT ORDER  -  SECOND    CLASS 0
 GA2037
 GA2037.The horizontal coordinates were scaled from a topographic map and have
 GA2037.an estimated accuracy of +/- 6 seconds.
 GA2037
 GA2037.The orthometric height was determined by differential leveling
 GA2037.and adjusted by the National Geodetic Survey in June 1991..
 GA2037
 GA2037.The geoid height was determined by GEOID03.
 GA2037
 GA2037.The dynamic height is computed by dividing the NAVD 88
 GA2037.geopotential number by the normal gravity value computed on the
 GA2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2037.degrees latitude (g = 980.6199 gals.).
 GA2037
 GA2037.The modeled gravity was interpolated from observed gravity values.
 GA2037
 GA2037;                    North         East    Units  Estimated Accuracy
 GA2037;SPC TN       -   193,250.      832,600.      MT  (+/- 180 meters Scaled)
 GA2037
 GA2037                          SUPERSEDED SURVEY CONTROL
 GA2037
 GA2037  NGVD 29 (??/??/92)  366.812  (m)         1203.45   (f) ADJ UNCH    2 0
 GA2037
 GA2037.Superseded values are not recommended for survey control.
 GA2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2037.See file dsdata.txt to determine how the superseded data were derived.
 GA2037
 GA2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV821919(NAD 83)
 GA2037_MARKER: DB = BENCH MARK DISK
 GA2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2037_STAMPING: S 237 1961
 GA2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2037+STABILITY: SURFACE MOTION
 GA2037
 GA2037  HISTORY     - Date     Condition        Report By
 GA2037  HISTORY     - 1961     MONUMENTED       CGS
 GA2037  HISTORY     - 1980     GOOD             NGS
 GA2037
 GA2037                          STATION DESCRIPTION
 GA2037
 GA2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2037'3.5 MI NE FROM DANDRIDGE.
 GA2037'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2037'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2037'1.3 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF A
 GA2037'GRAVELED ROAD.  THE BENCH MARK IS ABOUT 400 FT. SOUTH OF INTERSTATE
 GA2037'HIGHWAY 40, ABOUT 0.1 MILE NORTH OF A BARN ON THE WEST SIDE OF THE
 GA2037'GRAVELED ROAD, 108 FT. SOUTH OF A HIGH TENSION LINE CROSSING OVER
 GA2037'THE ROAD, 31 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 1.8 FT.
 GA2037'SOUTH OF A FENCE, AND 1.8 FT. WEST OF A WITNESS SIGN.  THE DISK
 GA2037'IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT
 GA2037'2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
 GA2037
 GA2037                          STATION RECOVERY (1980)
 GA2037
 GA2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0920 ***********************************************************************
 FC0920  DESIGNATION -  S 238
 FC0920  PID         -  FC0920
 FC0920  STATE/COUNTY-  TN/MONROE
 FC0920  USGS QUAD   -  NIOTA (1990)
 FC0920
 FC0920                         *CURRENT SURVEY CONTROL
 FC0920  ___________________________________________________________________
 FC0920* NAD 83(1986)-  35 36 30.     (N)    084 30 18.     (W)     SCALED    
 FC0920* NAVD 88     -       286.394  (meters)     939.61   (feet)  ADJUSTED  
 FC0920  ___________________________________________________________________
 FC0920  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0920  DYNAMIC HT  -         286.116 (meters)     938.70  (feet)  COMP
 FC0920  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 FC0920
 FC0920  VERT ORDER  -  SECOND    CLASS 0
 FC0920
 FC0920.The horizontal coordinates were scaled from a topographic map and have
 FC0920.an estimated accuracy of +/- 6 seconds.
 FC0920
 FC0920.The orthometric height was determined by differential leveling
 FC0920.and adjusted by the National Geodetic Survey in June 1991..
 FC0920
 FC0920.The geoid height was determined by GEOID03.
 FC0920
 FC0920.The dynamic height is computed by dividing the NAVD 88
 FC0920.geopotential number by the normal gravity value computed on the
 FC0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0920.degrees latitude (g = 980.6199 gals.).
 FC0920
 FC0920.The modeled gravity was interpolated from observed gravity values.
 FC0920
 FC0920;                    North         East    Units  Estimated Accuracy
 FC0920;SPC TN       -   142,500.      735,450.      MT  (+/- 180 meters Scaled)
 FC0920
 FC0920                          SUPERSEDED SURVEY CONTROL
 FC0920
 FC0920  NGVD 29 (??/??/92)  286.473  (m)          939.87   (f) ADJ UNCH    2 0
 FC0920
 FC0920.Superseded values are not recommended for survey control.
 FC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0920.See file dsdata.txt to determine how the superseded data were derived.
 FC0920
 FC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE259433(NAD 83)
 FC0920_MARKER: DB = BENCH MARK DISK
 FC0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0920_STAMPING: S 238 1961
 FC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0920+STABILITY: SURFACE MOTION
 FC0920
 FC0920  HISTORY     - Date     Condition        Report By
 FC0920  HISTORY     - 1961     MONUMENTED       CGS
 FC0920
 FC0920                          STATION DESCRIPTION
 FC0920
 FC0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0920'3.4 MI NW FROM SWEETWATER.
 FC0920'FROM THE POST OFFICE IN SWEETWATER, GO SOUTH ON U.S. HIGHWAY
 FC0920'11 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 68, TURN LEFT
 FC0920'AND GO 2.55 MILES WEST ON STATE HIGHWAY 68 TO A T JUNCTION, TURN
 FC0920'RIGHT AND GO 0.6 MILE NORTH ON A GRAVELED ROAD TO THE Y JUNCTION
 FC0920'OF A ROAD LEADING TO A FARM HOUSE.  THE BENCH MARK IS AT THE
 FC0920'Y JUNCTION, ABOUT 300 FT. EAST OF PROPOSED INTERSTATE HIGHWAY 75,
 FC0920'18 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 12 FT. SOUTHWEST
 FC0920'OF THE SOUTH END OF A CONCRETE PIPE CULVERT, 1 FT. WEST OF A
 FC0920'FENCE, AND 2.9 FT. NORTHWEST OF A METAL WITNESS POST.  THE DISK
 FC0920'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT
 FC0920'3 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE-- TO REACH TRAVERSE
 FC0920'STATION WATSON 1961 FROM THIS POINT, GO 1.1 MILE NORTHEAST ACROSS
 FC0920'COUNTY AS THERE ARE NO ROADS BETWEEN THE TWO POINTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1409 ***********************************************************************
 FB1409  DESIGNATION -  S 239
 FB1409  PID         -  FB1409
 FB1409  STATE/COUNTY-  TN/COCKE
 FB1409  USGS QUAD   -  HARTFORD (1968)
 FB1409
 FB1409                         *CURRENT SURVEY CONTROL
 FB1409  ___________________________________________________________________
 FB1409* NAD 83(1986)-  35 49 12.     (N)    083 09 19.     (W)     SCALED    
 FB1409* NAVD 88     -       389.689  (meters)    1278.50   (feet)  ADJUSTED  
 FB1409  ___________________________________________________________________
 FB1409  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB1409  DYNAMIC HT  -         389.309 (meters)    1277.26  (feet)  COMP
 FB1409  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FB1409
 FB1409  VERT ORDER  -  SECOND    CLASS 0
 FB1409
 FB1409.The horizontal coordinates were scaled from a topographic map and have
 FB1409.an estimated accuracy of +/- 6 seconds.
 FB1409
 FB1409.The orthometric height was determined by differential leveling
 FB1409.and adjusted by the National Geodetic Survey in June 1991..
 FB1409
 FB1409.The geoid height was determined by GEOID03.
 FB1409
 FB1409.The dynamic height is computed by dividing the NAVD 88
 FB1409.geopotential number by the normal gravity value computed on the
 FB1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1409.degrees latitude (g = 980.6199 gals.).
 FB1409
 FB1409.The modeled gravity was interpolated from observed gravity values.
 FB1409
 FB1409;                    North         East    Units  Estimated Accuracy
 FB1409;SPC TN       -   168,680.      857,020.      MT  (+/- 180 meters Scaled)
 FB1409
 FB1409                          SUPERSEDED SURVEY CONTROL
 FB1409
 FB1409  NGVD 29 (??/??/92)  389.836  (m)         1278.99   (f) ADJ UNCH    2 0
 FB1409
 FB1409.Superseded values are not recommended for survey control.
 FB1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1409.See file dsdata.txt to determine how the superseded data were derived.
 FB1409
 FB1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV052661(NAD 83)
 FB1409_MARKER: DB = BENCH MARK DISK
 FB1409_SETTING: 66 = SET IN ROCK OUTCROP
 FB1409_SP_SET: BEDROCK
 FB1409_STAMPING: S 239 1961
 FB1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1409+STABILITY: POSITION/ELEVATION WELL
 FB1409
 FB1409  HISTORY     - Date     Condition        Report By
 FB1409  HISTORY     - 1961     MONUMENTED       CGS
 FB1409
 FB1409                          STATION DESCRIPTION
 FB1409
 FB1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1409'0.9 MI NW FROM HARTFORD.
 FB1409'FROM THE POST OFFICE IN HARTFORD, GO 0.9 MILE NORTHWEST ON
 FB1409'PIGEON RIVER ROAD.  THE BENCH MARK IS ABOUT 350 FT. WEST OF AN
 FB1409'ABANDONED STORE, 67 FT. NORTH AND ACROSS THE ROAD FROM A POWER
 FB1409'LINE POLE, 24 FT. NORTHWEST OF THE CENTER OF PIGEON RIVER ROAD
 FB1409'AND 1.9 FT. NORTH OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 FB1409'A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 4 INCHES AND IS
 FB1409'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1658 ***********************************************************************
 GC1658  DESIGNATION -  S 24
 GC1658  PID         -  GC1658
 GC1658  STATE/COUNTY-  TN/HOUSTON
 GC1658  USGS QUAD   -  STEWART (1982)
 GC1658
 GC1658                         *CURRENT SURVEY CONTROL
 GC1658  ___________________________________________________________________
 GC1658* NAD 83(1986)-  36 18 44.     (N)    087 48 21.     (W)     SCALED    
 GC1658* NAVD 88     -       180.596  (meters)     592.51   (feet)  ADJUSTED  
 GC1658  ___________________________________________________________________
 GC1658  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GC1658  DYNAMIC HT  -         180.445 (meters)     592.01  (feet)  COMP
 GC1658  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1658
 GC1658  VERT ORDER  -  FIRST     CLASS II
 GC1658
 GC1658.The horizontal coordinates were scaled from a topographic map and have
 GC1658.an estimated accuracy of +/- 6 seconds.
 GC1658
 GC1658.The orthometric height was determined by differential leveling
 GC1658.and adjusted by the National Geodetic Survey in June 1991..
 GC1658
 GC1658.The geoid height was determined by GEOID03.
 GC1658
 GC1658.The dynamic height is computed by dividing the NAVD 88
 GC1658.geopotential number by the normal gravity value computed on the
 GC1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1658.degrees latitude (g = 980.6199 gals.).
 GC1658
 GC1658.The modeled gravity was interpolated from observed gravity values.
 GC1658
 GC1658;                    North         East    Units  Estimated Accuracy
 GC1658;SPC TN       -   221,060.      437,840.      MT  (+/- 180 meters Scaled)
 GC1658
 GC1658                          SUPERSEDED SURVEY CONTROL
 GC1658
 GC1658  NGVD 29 (??/??/92)  180.632  (m)          592.62   (f) ADJ UNCH    1 2
 GC1658
 GC1658.Superseded values are not recommended for survey control.
 GC1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1658.See file dsdata.txt to determine how the superseded data were derived.
 GC1658
 GC1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF276188(NAD 83)
 GC1658_MARKER: DB = BENCH MARK DISK
 GC1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1658_STAMPING: S 24 1934
 GC1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1658+STABILITY: SURFACE MOTION
 GC1658
 GC1658  HISTORY     - Date     Condition        Report By
 GC1658  HISTORY     - 1934     MONUMENTED       CGS
 GC1658  HISTORY     - 1947     GOOD             NGS
 GC1658  HISTORY     - 1972     GOOD             TVA
 GC1658
 GC1658                          STATION DESCRIPTION
 GC1658
 GC1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1658'2 MI E FROM STEWART.
 GC1658'2.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1658'THE STATION AT STEWART, ABOUT 1.9 MILES WEST OF TENNESSEE RIDGE,
 GC1658'ABOUT 165 YARDS WEST OF MILEPOST 212, 33 FEET SOUTH OF THE SOUTH
 GC1658'RAIL, 27 FEET SOUTHEAST OF THE SOUTH END OF A 24-INCH CAST IRON
 GC1658'CULVERT UNDER THE TRACK, 15 FEET EAST OF A POLE, 1.5 FEET NORTH
 GC1658'OF THE RIGHT-OF-WAY FENCE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 GC1658'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 GC1658
 GC1658                          STATION RECOVERY (1972)
 GC1658
 GC1658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1037 ***********************************************************************
 GA1037  DESIGNATION -  S 240
 GA1037  PID         -  GA1037
 GA1037  STATE/COUNTY-  TN/GREENE
 GA1037  USGS QUAD   -  MC CLOUD (1961)
 GA1037
 GA1037                         *CURRENT SURVEY CONTROL
 GA1037  ___________________________________________________________________
 GA1037* NAD 83(1986)-  36 16 02.     (N)    082 56 19.     (W)     SCALED    
 GA1037* NAVD 88     -       364.759  (meters)    1196.71   (feet)  ADJUSTED  
 GA1037  ___________________________________________________________________
 GA1037  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1037  DYNAMIC HT  -         364.422 (meters)    1195.61  (feet)  COMP
 GA1037  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 GA1037
 GA1037  VERT ORDER  -  SECOND    CLASS 0
 GA1037
 GA1037.The horizontal coordinates were scaled from a topographic map and have
 GA1037.an estimated accuracy of +/- 6 seconds.
 GA1037
 GA1037.The orthometric height was determined by differential leveling
 GA1037.and adjusted by the National Geodetic Survey in June 1991..
 GA1037
 GA1037.The geoid height was determined by GEOID03.
 GA1037
 GA1037.The dynamic height is computed by dividing the NAVD 88
 GA1037.geopotential number by the normal gravity value computed on the
 GA1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1037.degrees latitude (g = 980.6199 gals.).
 GA1037
 GA1037.The modeled gravity was interpolated from observed gravity values.
 GA1037
 GA1037;                    North         East    Units  Estimated Accuracy
 GA1037;SPC TN       -   218,870.      875,040.      MT  (+/- 180 meters Scaled)
 GA1037
 GA1037                          SUPERSEDED SURVEY CONTROL
 GA1037
 GA1037  NGVD 29 (??/??/92)  364.907  (m)         1197.20   (f) ADJ UNCH    2 0
 GA1037
 GA1037.Superseded values are not recommended for survey control.
 GA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1037.See file dsdata.txt to determine how the superseded data were derived.
 GA1037
 GA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA258153(NAD 83)
 GA1037_MARKER: DB = BENCH MARK DISK
 GA1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1037_STAMPING: S 240 1961
 GA1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1037+STABILITY: SURFACE MOTION
 GA1037
 GA1037  HISTORY     - Date     Condition        Report By
 GA1037  HISTORY     - 1961     MONUMENTED       CGS
 GA1037  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1037
 GA1037                          STATION DESCRIPTION
 GA1037
 GA1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1037'1.5 MI NE FROM MT CARMEL.
 GA1037'FROM THE ONLY JUNCTION OF A NORTH-SOUTH PAVED ROAD AND AN
 GA1037'EAST-WEST GRAVELED ROAD IN MT. CARMEL, GO 0.3 MILE NORTH ON THE
 GA1037'PAVED ROAD, THEN 1.2 MILES NORTHEASTERLY ON A GRAVELED ROAD
 GA1037'TO A SMALL BARN ON THE LEFT AT THE CREST OF A HILL.  THE BENCH
 GA1037'MARK IS ABOUT 250 FT. NORTHWEST OF PROPOSED INTERSTATE HIGHWAY
 GA1037'81, 58.4 FT. EAST OF THE SOUTHEAST CORNER OF THE BARN, 13 FT.
 GA1037'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 2.4 FT. WEST OF A
 GA1037'FENCE CORNER POST FOR A GATE, AND 1.7 FT. NORTH A WITNESS SIGN.
 GA1037'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GA1037'AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
 GA1037
 GA1037                          STATION RECOVERY (1980)
 GA1037
 GA1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1078 ***********************************************************************
 GA1078  DESIGNATION -  S 241
 GA1078  PID         -  GA1078
 GA1078  STATE/COUNTY-  TN/GREENE
 GA1078  USGS QUAD   -  LOVELACE (1971)
 GA1078
 GA1078                         *CURRENT SURVEY CONTROL
 GA1078  ___________________________________________________________________
 GA1078* NAD 83(1986)-  36 23 57.     (N)    082 38 54.     (W)     SCALED    
 GA1078* NAVD 88     -       462.452  (meters)    1517.23   (feet)  ADJUSTED  
 GA1078  ___________________________________________________________________
 GA1078  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1078  DYNAMIC HT  -         462.019 (meters)    1515.81  (feet)  COMP
 GA1078  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 GA1078
 GA1078  VERT ORDER  -  SECOND    CLASS 0
 GA1078
 GA1078.The horizontal coordinates were scaled from a topographic map and have
 GA1078.an estimated accuracy of +/- 6 seconds.
 GA1078
 GA1078.The orthometric height was determined by differential leveling
 GA1078.and adjusted by the National Geodetic Survey in June 1991..
 GA1078
 GA1078.The geoid height was determined by GEOID03.
 GA1078
 GA1078.The dynamic height is computed by dividing the NAVD 88
 GA1078.geopotential number by the normal gravity value computed on the
 GA1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1078.degrees latitude (g = 980.6199 gals.).
 GA1078
 GA1078.The modeled gravity was interpolated from observed gravity values.
 GA1078
 GA1078;                    North         East    Units  Estimated Accuracy
 GA1078;SPC TN       -   234,360.      900,610.      MT  (+/- 180 meters Scaled)
 GA1078
 GA1078                          SUPERSEDED SURVEY CONTROL
 GA1078
 GA1078  NGVD 29 (??/??/92)  462.586  (m)         1517.67   (f) ADJ UNCH    2 0
 GA1078
 GA1078.Superseded values are not recommended for survey control.
 GA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1078.See file dsdata.txt to determine how the superseded data were derived.
 GA1078
 GA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA521294(NAD 83)
 GA1078_MARKER: DB = BENCH MARK DISK
 GA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1078_STAMPING: S 241 1961
 GA1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1078+STABILITY: SURFACE MOTION
 GA1078
 GA1078  HISTORY     - Date     Condition        Report By
 GA1078  HISTORY     - 1961     MONUMENTED       CGS
 GA1078
 GA1078                          STATION DESCRIPTION
 GA1078
 GA1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1078'2 MI SW FROM FALL BRANCH.
 GA1078'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1078'STATE HIGHWAY 81 TO A CROSSROAD, THEN GO 1.45 MILE SOUTHWESTERLY
 GA1078'ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 0.15 MILE NORTHWEST
 GA1078'ON A GRAVELED ROAD TO A Y JUNCTION, TAKE THE LEFT FORK AND GO
 GA1078'0.4 MILE NORTHWEST ON A GRAVELED ROAD TO SOME FARM BUILDINGS.
 GA1078'THE BENCH MARK IS ON THE PROPERTY OF MRS. A. CRAWFORD, 92 FT.
 GA1078'NORTHEAST OF THE HOUSE PORCH, 73 FT. EAST OF THE EAST CORNER OF
 GA1078'A SPRING HOUSE, 23.5 FT. NORTHEAST OF POWER LINE POLE 15, 14 FT.
 GA1078'SOUTHWEST OF THE CENTER OF GRAVELED ROAD, 8 FT. NORTHEAST OF THE
 GA1078'CENTER OF A BOARD GATE, AND 1.3 FT. NORTH OF A WITNESS SIGN.  THE
 GA1078'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS
 GA1078'ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE-- TO REACH BENCH
 GA1078'MARK R 241 FROM THIS POINT, GO 0.5 MILE NORTHWEST ON THE GRAVELED
 GA1078'ROAD TO A Y JUNCTION, THEN GO 0.6 MILE SOUTH ON A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0938 ***********************************************************************
 FC0938  DESIGNATION -  S 242
 FC0938  PID         -  FC0938
 FC0938  STATE/COUNTY-  TN/MCMINN
 FC0938  USGS QUAD   -  NIOTA (1990)
 FC0938
 FC0938                         *CURRENT SURVEY CONTROL
 FC0938  ___________________________________________________________________
 FC0938* NAD 83(1986)-  35 32 31.     (N)    084 34 25.     (W)     SCALED    
 FC0938* NAVD 88     -       272.319  (meters)     893.43   (feet)  ADJUSTED  
 FC0938  ___________________________________________________________________
 FC0938  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0938  DYNAMIC HT  -         272.051 (meters)     892.55  (feet)  COMP
 FC0938  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 FC0938
 FC0938  VERT ORDER  -  SECOND    CLASS 0
 FC0938
 FC0938.The horizontal coordinates were scaled from a topographic map and have
 FC0938.an estimated accuracy of +/- 6 seconds.
 FC0938
 FC0938.The orthometric height was determined by differential leveling
 FC0938.and adjusted by the National Geodetic Survey in June 1991..
 FC0938
 FC0938.The geoid height was determined by GEOID03.
 FC0938
 FC0938.The dynamic height is computed by dividing the NAVD 88
 FC0938.geopotential number by the normal gravity value computed on the
 FC0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0938.degrees latitude (g = 980.6199 gals.).
 FC0938
 FC0938.The modeled gravity was interpolated from observed gravity values.
 FC0938
 FC0938;                    North         East    Units  Estimated Accuracy
 FC0938;SPC TN       -   135,040.      729,340.      MT  (+/- 180 meters Scaled)
 FC0938
 FC0938                          SUPERSEDED SURVEY CONTROL
 FC0938
 FC0938  NGVD 29 (??/??/92)  272.391  (m)          893.67   (f) ADJ UNCH    2 0
 FC0938
 FC0938.Superseded values are not recommended for survey control.
 FC0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0938.See file dsdata.txt to determine how the superseded data were derived.
 FC0938
 FC0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE199358(NAD 83)
 FC0938_MARKER: DB = BENCH MARK DISK
 FC0938_SETTING: 66 = SET IN ROCK OUTCROP
 FC0938_SP_SET: BEDROCK
 FC0938_STAMPING: S 242 1961
 FC0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0938+STABILITY: POSITION/ELEVATION WELL
 FC0938
 FC0938  HISTORY     - Date     Condition        Report By
 FC0938  HISTORY     - 1961     MONUMENTED       CGS
 FC0938
 FC0938                          STATION DESCRIPTION
 FC0938
 FC0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0938'4 MI NW FROM NIOTA.
 FC0938'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0938'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.65
 FC0938'MILES NORTHWEST TO PROPOSED INTERSTATE HIGHWAY 75 JUST BEFORE
 FC0938'REACHING THE UNION MC MINN BAPTIST CHURCH, TURN LEFT AND GO 0.85
 FC0938'MILE SOUTHWEST ON PROPOSED INTERSTATE HIGHWAY 75.  THE BENCH MARK
 FC0938'IS ABOUT 600 FT. EAST OF PROPOSED INTERSTATE 75, 191 FT. SOUTH
 FC0938'OF A FENCE CORNER POST AT A T JUNCTION OF TWO GRAVELED ROADS, 68
 FC0938'FT. NORTH OF A 12-INCH CEDAR TREE, 20 FT. WEST OF THE CENTER OF A
 FC0938'GRAVELED ROAD, 5.3 FT. WEST OF A FENCE, 5.6 FT. WEST OF A
 FC0938'METAL WITNESS POST, AND ABOUT 0.1 MILE NORTH OF A DAIRY FARM.
 FC0938'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FC0938'PROJECTING 2 FT., AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0585 ***********************************************************************
 FC0585  DESIGNATION -  S 243
 FC0585  PID         -  FC0585
 FC0585  STATE/COUNTY-  TN/BRADLEY
 FC0585  USGS QUAD   -  CHARLESTON (1980)
 FC0585
 FC0585                         *CURRENT SURVEY CONTROL
 FC0585  ___________________________________________________________________
 FC0585* NAD 83(1986)-  35 17 56.     (N)    084 46 47.     (W)     SCALED    
 FC0585* NAVD 88     -       213.452  (meters)     700.30   (feet)  ADJUSTED  
 FC0585  ___________________________________________________________________
 FC0585  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC0585  DYNAMIC HT  -         213.243 (meters)     699.61  (feet)  COMP
 FC0585  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FC0585
 FC0585  VERT ORDER  -  SECOND    CLASS 0
 FC0585
 FC0585.The horizontal coordinates were scaled from a topographic map and have
 FC0585.an estimated accuracy of +/- 6 seconds.
 FC0585
 FC0585.The orthometric height was determined by differential leveling
 FC0585.and adjusted by the National Geodetic Survey in June 1991..
 FC0585
 FC0585.The geoid height was determined by GEOID03.
 FC0585
 FC0585.The dynamic height is computed by dividing the NAVD 88
 FC0585.geopotential number by the normal gravity value computed on the
 FC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0585.degrees latitude (g = 980.6199 gals.).
 FC0585
 FC0585.The modeled gravity was interpolated from observed gravity values.
 FC0585
 FC0585;                    North         East    Units  Estimated Accuracy
 FC0585;SPC TN       -   107,820.      710,990.      MT  (+/- 180 meters Scaled)
 FC0585
 FC0585                          SUPERSEDED SURVEY CONTROL
 FC0585
 FC0585  NGVD 29 (??/??/92)  213.505  (m)          700.47   (f) ADJ UNCH    2 0
 FC0585
 FC0585.Superseded values are not recommended for survey control.
 FC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0585.See file dsdata.txt to determine how the superseded data were derived.
 FC0585
 FC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE018084(NAD 83)
 FC0585_MARKER: DB = BENCH MARK DISK
 FC0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0585_SP_SET: CULVERT
 FC0585_STAMPING: S 243 1961
 FC0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0585
 FC0585  HISTORY     - Date     Condition        Report By
 FC0585  HISTORY     - 1961     MONUMENTED       CGS
 FC0585  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0585
 FC0585                          STATION DESCRIPTION
 FC0585
 FC0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0585'1.7 MI NW FROM CHARLESTON.
 FC0585'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON AN
 FC0585'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0585'TO U.S. HIGHWAY 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST
 FC0585'FOR 1.7 MILES TO THE MARK ON THE LEFT.  A DISK SET IN THE EAST
 FC0585'END OF THE SOUTH HEADWALL OF A CULVERT OVER A SMALL CREEK.
 FC0585'22.8 FEET SOUTH OF THE CENTER OF THE ROAD, 0.7 FEET WEST OF THE
 FC0585'EAST END OF THE HEADWALL.  ABOUT 9 FEET BELOW THE ROAD LEVEL.
 FC0585
 FC0585                          STATION RECOVERY (1983)
 FC0585
 FC0585'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0630 ***********************************************************************
 FC0630  DESIGNATION -  S 244
 FC0630  PID         -  FC0630
 FC0630  STATE/COUNTY-  TN/BRADLEY
 FC0630  USGS QUAD   -  MC DONALD (1976)
 FC0630
 FC0630                         *CURRENT SURVEY CONTROL
 FC0630  ___________________________________________________________________
 FC0630* NAD 83(1986)-  35 07 03.     (N)    084 59 58.     (W)     SCALED    
 FC0630* NAVD 88     -       265.130  (meters)     869.85   (feet)  ADJUSTED  
 FC0630  ___________________________________________________________________
 FC0630  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0630  DYNAMIC HT  -         264.865 (meters)     868.98  (feet)  COMP
 FC0630  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 FC0630
 FC0630  VERT ORDER  -  FIRST     CLASS II
 FC0630
 FC0630.The horizontal coordinates were scaled from a topographic map and have
 FC0630.an estimated accuracy of +/- 6 seconds.
 FC0630
 FC0630.The orthometric height was determined by differential leveling
 FC0630.and adjusted by the National Geodetic Survey in June 1991..
 FC0630
 FC0630.The geoid height was determined by GEOID03.
 FC0630
 FC0630.The dynamic height is computed by dividing the NAVD 88
 FC0630.geopotential number by the normal gravity value computed on the
 FC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0630.degrees latitude (g = 980.6199 gals.).
 FC0630
 FC0630.The modeled gravity was interpolated from observed gravity values.
 FC0630
 FC0630;                    North         East    Units  Estimated Accuracy
 FC0630;SPC TN       -    87,470.      691,210.      MT  (+/- 180 meters Scaled)
 FC0630
 FC0630                          SUPERSEDED SURVEY CONTROL
 FC0630
 FC0630  NGVD 29 (??/??/92)  265.151  (m)          869.92   (f) ADJ UNCH    1 2
 FC0630
 FC0630.Superseded values are not recommended for survey control.
 FC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0630.See file dsdata.txt to determine how the superseded data were derived.
 FC0630
 FC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD823879(NAD 83)
 FC0630_MARKER: DB = BENCH MARK DISK
 FC0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0630_STAMPING: S 244 1961
 FC0630_MARK LOGO: CGS   
 FC0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0630+STABILITY: SURFACE MOTION
 FC0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0630+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0630
 FC0630  HISTORY     - Date     Condition        Report By
 FC0630  HISTORY     - 1961     MONUMENTED       CGS
 FC0630  HISTORY     - 1962     GOOD             NGS
 FC0630  HISTORY     - 1967     GOOD             NGS
 FC0630  HISTORY     - 1983     GOOD             NGS
 FC0630  HISTORY     - 20040128 GOOD             BAKER
 FC0630
 FC0630                          STATION DESCRIPTION
 FC0630
 FC0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0630'1.9 MI SW FROM MC DONALD.
 FC0630'FROM THE POST OFFICE IN MC DONALD GO SOUTHWEST ON U.S. HIGHWAY 11
 FC0630'FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.8 MILES
 FC0630'TO THE MARK ON THE LEFT, 32 FEET NORTHWEST OF THE CENTER OF THE
 FC0630'OILED ROAD, 13 FEET NORTHWEST OF A DRAINAGE DITCH, 2 FEET
 FC0630'SOUTHEAST OF THE EDGE OF THE WOODS AND 3.0 FEET SOUTH OF A WITNESS
 FC0630'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC0630'PROJECTING 4 INCHES AND ABOUT ONE FOOT ABOVE THE ROAD LEVEL.
 FC0630
 FC0630                          STATION RECOVERY (1967)
 FC0630
 FC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0630'RECOVERED IN GOOD CONDITION.
 FC0630
 FC0630                          STATION RECOVERY (1983)
 FC0630
 FC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0630'RECOVERED IN GOOD CONDITION.
 FC0630
 FC0630                          STATION RECOVERY (2004)
 FC0630
 FC0630'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0617 ***********************************************************************
 FC0617  DESIGNATION -  S 245
 FC0617  PID         -  FC0617
 FC0617  STATE/COUNTY-  TN/BRADLEY
 FC0617  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0617
 FC0617                         *CURRENT SURVEY CONTROL
 FC0617  ___________________________________________________________________
 FC0617* NAD 83(1986)-  35 09 58.     (N)    084 51 32.     (W)     SCALED    
 FC0617* NAVD 88     -       275.547  (meters)     904.02   (feet)  ADJUSTED  
 FC0617  ___________________________________________________________________
 FC0617  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0617  DYNAMIC HT  -         275.275 (meters)     903.13  (feet)  COMP
 FC0617  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 FC0617
 FC0617  VERT ORDER  -  FIRST     CLASS I
 FC0617
 FC0617.The horizontal coordinates were scaled from a topographic map and have
 FC0617.an estimated accuracy of +/- 6 seconds.
 FC0617
 FC0617.The orthometric height was determined by differential leveling
 FC0617.and adjusted by the National Geodetic Survey in June 1991..
 FC0617
 FC0617.The geoid height was determined by GEOID03.
 FC0617
 FC0617.The dynamic height is computed by dividing the NAVD 88
 FC0617.geopotential number by the normal gravity value computed on the
 FC0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0617.degrees latitude (g = 980.6199 gals.).
 FC0617
 FC0617.The modeled gravity was interpolated from observed gravity values.
 FC0617
 FC0617;                    North         East    Units  Estimated Accuracy
 FC0617;SPC TN       -    93,000.      703,960.      MT  (+/- 180 meters Scaled)
 FC0617
 FC0617                          SUPERSEDED SURVEY CONTROL
 FC0617
 FC0617  NGVD 29 (??/??/92)  275.563  (m)          904.08   (f) ADJ UNCH    1 1
 FC0617
 FC0617.Superseded values are not recommended for survey control.
 FC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0617.See file dsdata.txt to determine how the superseded data were derived.
 FC0617
 FC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD950935(NAD 83)
 FC0617_MARKER: DB = BENCH MARK DISK
 FC0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0617_SP_SET: SIGNAL
 FC0617_STAMPING: S 245 1961
 FC0617_MARK LOGO: CGS   
 FC0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0617
 FC0617  HISTORY     - Date     Condition        Report By
 FC0617  HISTORY     - 1961     MONUMENTED       CGS
 FC0617  HISTORY     - 1968     GOOD             NGS
 FC0617  HISTORY     - 1978     GOOD             TVA
 FC0617  HISTORY     - 1983     GOOD             NGS
 FC0617
 FC0617                          STATION DESCRIPTION
 FC0617
 FC0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0617'1 MI NE FROM CLEVELAND.
 FC0617'ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0617'STATION AT CLEVELAND, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 212,
 FC0617'ABOUT 0.2 MILE NORTHEAST OF THE CROSSING OF FIFTEENTH STREET
 FC0617'NORTHEAST, SET IN THE TOP OF THE EAST CORNER OF A TWO FOOT SQUARE
 FC0617'CONCRETE BASE FOR SEMAPHORE 2117 A, 7.4 FEET NORTHWEST OF THE
 FC0617'NORTHWEST RAIL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 FC0617
 FC0617                          STATION RECOVERY (1978)
 FC0617
 FC0617'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 FC0617'RECOVERED IN GOOD CONDITION.
 FC0617
 FC0617                          STATION RECOVERY (1983)
 FC0617
 FC0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1428 ***********************************************************************
 FC1428  DESIGNATION -  S 246
 FC1428  PID         -  FC1428
 FC1428  STATE/COUNTY-  TN/COFFEE
 FC1428  USGS QUAD   -  ALTO (1947)
 FC1428
 FC1428                         *CURRENT SURVEY CONTROL
 FC1428  ___________________________________________________________________
 FC1428* NAD 83(1986)-  35 20 44.     (N)    085 57 42.     (W)     SCALED    
 FC1428* NAVD 88     -       312.589  (meters)    1025.55   (feet)  ADJUSTED  
 FC1428  ___________________________________________________________________
 FC1428  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1428  DYNAMIC HT  -         312.287 (meters)    1024.56  (feet)  COMP
 FC1428  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 FC1428
 FC1428  VERT ORDER  -  SECOND    CLASS 0
 FC1428
 FC1428.The horizontal coordinates were scaled from a topographic map and have
 FC1428.an estimated accuracy of +/- 6 seconds.
 FC1428
 FC1428.The orthometric height was determined by differential leveling
 FC1428.and adjusted by the National Geodetic Survey in June 1991..
 FC1428
 FC1428.The geoid height was determined by GEOID03.
 FC1428
 FC1428.The dynamic height is computed by dividing the NAVD 88
 FC1428.geopotential number by the normal gravity value computed on the
 FC1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1428.degrees latitude (g = 980.6199 gals.).
 FC1428
 FC1428.The modeled gravity was interpolated from observed gravity values.
 FC1428
 FC1428;                    North         East    Units  Estimated Accuracy
 FC1428;SPC TN       -   112,310.      603,490.      MT  (+/- 180 meters Scaled)
 FC1428
 FC1428                          SUPERSEDED SURVEY CONTROL
 FC1428
 FC1428  NGVD 29 (??/??/92)  312.584  (m)         1025.54   (f) ADJ UNCH    2 0
 FC1428
 FC1428.Superseded values are not recommended for survey control.
 FC1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1428.See file dsdata.txt to determine how the superseded data were derived.
 FC1428
 FC1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE943118(NAD 83)
 FC1428_MARKER: DB = BENCH MARK DISK
 FC1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1428_STAMPING: S 246 1962
 FC1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1428+STABILITY: SURFACE MOTION
 FC1428
 FC1428  HISTORY     - Date     Condition        Report By
 FC1428  HISTORY     - 1962     MONUMENTED       CGS
 FC1428
 FC1428                          STATION DESCRIPTION
 FC1428
 FC1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1428'5.2 MI NW FROM PELHAM.
 FC1428'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1428'50 AND U.S. HIGHWAY 41 IN PELHAM, GO NORTHWEST ON U.S. HIGHWAY
 FC1428'41 2.7 MILE TO THE BETSY WILLIS CHURCH AND A BLACKTOP ROAD LEFT,
 FC1428'TURN LEFT AND GO 1.50 MILES TO A GRAVELED ROAD RIGHT, TURN
 FC1428'RIGHT AND GO 1.0 MILE TO THE MARK SET ON THE PROPERTY OF MR.
 FC1428'J.C. PAYNE, 120.6 FEET NORTHEAST OF NORTHEAST CORNER OF MR. J.C.
 FC1428'PAYNES HOUSE, 120.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 FC1428'SHEAD, 20.0 FEET EAST OF APPROXIMATE CENTER OF GRAVELED ROAD,
 FC1428'1.0 FEET SOUTHWEST OF A WIRE FENCE, AND 2.0 FEET SOUTHEAST
 FC1428'OF A METAL WITNESS SIGN.  A STANDARD DISK SET IN THE TOP OF A
 FC1428'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH
 FC1428'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2182 ***********************************************************************
 GA2182  DESIGNATION -  S 247
 GA2182  PID         -  GA2182
 GA2182  STATE/COUNTY-  TN/JEFFERSON
 GA2182  USGS QUAD   -  NEW MARKET (1987)
 GA2182
 GA2182                         *CURRENT SURVEY CONTROL
 GA2182  ___________________________________________________________________
 GA2182* NAD 83(1986)-  36 07 16.     (N)    083 30 32.     (W)     SCALED    
 GA2182* NAVD 88     -       366.072  (meters)    1201.02   (feet)  ADJUSTED  
 GA2182  ___________________________________________________________________
 GA2182  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA2182  DYNAMIC HT  -         365.735 (meters)    1199.92  (feet)  COMP
 GA2182  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 GA2182
 GA2182  VERT ORDER  -  FIRST     CLASS I
 GA2182
 GA2182.The horizontal coordinates were scaled from a topographic map and have
 GA2182.an estimated accuracy of +/- 6 seconds.
 GA2182
 GA2182.The orthometric height was determined by differential leveling
 GA2182.and adjusted by the National Geodetic Survey in June 1991..
 GA2182
 GA2182.The geoid height was determined by GEOID03.
 GA2182
 GA2182.The dynamic height is computed by dividing the NAVD 88
 GA2182.geopotential number by the normal gravity value computed on the
 GA2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2182.degrees latitude (g = 980.6199 gals.).
 GA2182
 GA2182.The modeled gravity was interpolated from observed gravity values.
 GA2182
 GA2182;                    North         East    Units  Estimated Accuracy
 GA2182;SPC TN       -   201,210.      824,230.      MT  (+/- 180 meters Scaled)
 GA2182
 GA2182                          SUPERSEDED SURVEY CONTROL
 GA2182
 GA2182  NGVD 29 (??/??/92)  366.202  (m)         1201.45   (f) ADJ UNCH    1 1
 GA2182
 GA2182.Superseded values are not recommended for survey control.
 GA2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2182.See file dsdata.txt to determine how the superseded data were derived.
 GA2182
 GA2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA742002(NAD 83)
 GA2182_MARKER: DD = SURVEY DISK
 GA2182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2182_SP_SET: OVERPASS
 GA2182_STAMPING: S 247
 GA2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2182
 GA2182  HISTORY     - Date     Condition        Report By
 GA2182  HISTORY     - UNK      MONUMENTED       TVA
 GA2182  HISTORY     - 1967     GOOD             NGS
 GA2182
 GA2182                          STATION DESCRIPTION
 GA2182
 GA2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2182'AT JEFFERSON CITY.
 GA2182'AT JEFFERSON CITY, ABOUT 0.9 MILE SOUTHWEST ALONG THE ANDREW
 GA2182'JOHNSON HIGHWAY FROM THE POST OFFICE, THENCE 0.25 MILE NORTHWEST
 GA2182'ALONG STATE HIGHWAY 92, SET ON THE TOP OF THE SOUTHEAST END OF
 GA2182'THE NORTHEAST CONCRETE GUARD RAIL BASE OF THE OVERPASS OVER THE
 GA2182'SOUTHERN RAILWAY, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 GA2182'HIGHWAY, 12 FEET NORTHWEST OF THE SOUTHEAST END OF THE BASE
 GA2182'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  STAMPED BY THIS
 GA2182'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2227 ***********************************************************************
 GA2227  DESIGNATION -  S 248
 GA2227  PID         -  GA2227
 GA2227  STATE/COUNTY-  TN/KNOX
 GA2227  USGS QUAD   -  JOHN SEVIER (1992)
 GA2227
 GA2227                         *CURRENT SURVEY CONTROL
 GA2227  ___________________________________________________________________
 GA2227* NAD 83(1986)-  36 02 49.     (N)    083 47 47.     (W)     SCALED    
 GA2227* NAVD 88     -       273.587  (meters)     897.59   (feet)  ADJUSTED  
 GA2227  ___________________________________________________________________
 GA2227  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2227  DYNAMIC HT  -         273.337 (meters)     896.77  (feet)  COMP
 GA2227  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GA2227
 GA2227  VERT ORDER  -  FIRST     CLASS I
 GA2227
 GA2227.The horizontal coordinates were scaled from a topographic map and have
 GA2227.an estimated accuracy of +/- 6 seconds.
 GA2227
 GA2227.The orthometric height was determined by differential leveling
 GA2227.and adjusted by the National Geodetic Survey in June 1991..
 GA2227
 GA2227.The geoid height was determined by GEOID03.
 GA2227
 GA2227.The dynamic height is computed by dividing the NAVD 88
 GA2227.geopotential number by the normal gravity value computed on the
 GA2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2227.degrees latitude (g = 980.6199 gals.).
 GA2227
 GA2227.The modeled gravity was interpolated from observed gravity values.
 GA2227
 GA2227;                    North         East    Units  Estimated Accuracy
 GA2227;SPC TN       -   192,360.      798,540.      MT  (+/- 180 meters Scaled)
 GA2227
 GA2227                          SUPERSEDED SURVEY CONTROL
 GA2227
 GA2227  NGVD 29 (??/??/92)  273.719  (m)          898.03   (f) ADJ UNCH    1 1
 GA2227
 GA2227.Superseded values are not recommended for survey control.
 GA2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2227.See file dsdata.txt to determine how the superseded data were derived.
 GA2227
 GA2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV480927(NAD 83)
 GA2227_MARKER: DB = BENCH MARK DISK
 GA2227_SETTING: 66 = SET IN ROCK OUTCROP
 GA2227_SP_SET: ROCK LEDGE
 GA2227_STAMPING: S 248 1967
 GA2227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2227+STABILITY: POSITION/ELEVATION WELL
 GA2227
 GA2227  HISTORY     - Date     Condition        Report By
 GA2227  HISTORY     - 1967     MONUMENTED       CGS
 GA2227
 GA2227                          STATION DESCRIPTION
 GA2227
 GA2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2227'4.4 MI SW FROM MASCOT.
 GA2227'ABOUT 2.35 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2227'CHURCH AT MASCOT, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GA2227'11W, THENCE 0.25 MILE SOUTHEAST ALONG ELLISTOWN ROAD, ALSO ABOUT
 GA2227'9.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2227'AT KNOXVILLE, THENCE 0.4 MILE NORTHWEST ALONG ELLISTOWN ROAD, 95 1/2
 GA2227'FEET SOUTHEAST OF THE JUNCTION OF A NARROW PRIVATE ROAD LEADING
 GA2227'EAST, SET ON THE TOP OF A SLOPING ROCK LEDGE WHICH IS 12-FEET LONG,
 GA2227'2 FEET HIGH AND IS PART OF A 6 FOOT HIGH BANK, 17 FEET NORTHEAST
 GA2227'OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF THE SOUTHWEST
 GA2227'EDGE OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0122 ***********************************************************************
 FC0122  DESIGNATION -  S 249
 FC0122  PID         -  FC0122
 FC0122  STATE/COUNTY-  TN/ROANE
 FC0122  USGS QUAD   -  ELVERTON (1990)
 FC0122
 FC0122                         *CURRENT SURVEY CONTROL
 FC0122  ___________________________________________________________________
 FC0122* NAD 83(1986)-  35 58 42.     (N)    084 26 35.     (W)     SCALED    
 FC0122* NAVD 88     -       253.938  (meters)     833.13   (feet)  ADJUSTED  
 FC0122  ___________________________________________________________________
 FC0122  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0122  DYNAMIC HT  -         253.707 (meters)     832.37  (feet)  COMP
 FC0122  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FC0122
 FC0122  VERT ORDER  -  FIRST     CLASS I
 FC0122
 FC0122.The horizontal coordinates were scaled from a topographic map and have
 FC0122.an estimated accuracy of +/- 6 seconds.
 FC0122
 FC0122.The orthometric height was determined by differential leveling
 FC0122.and adjusted by the National Geodetic Survey in June 1991..
 FC0122
 FC0122.The geoid height was determined by GEOID03.
 FC0122
 FC0122.The dynamic height is computed by dividing the NAVD 88
 FC0122.geopotential number by the normal gravity value computed on the
 FC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0122.degrees latitude (g = 980.6199 gals.).
 FC0122
 FC0122.The modeled gravity was interpolated from observed gravity values.
 FC0122
 FC0122;                    North         East    Units  Estimated Accuracy
 FC0122;SPC TN       -   183,630.      740,410.      MT  (+/- 180 meters Scaled)
 FC0122
 FC0122                          SUPERSEDED SURVEY CONTROL
 FC0122
 FC0122  NGVD 29 (??/??/92)  254.061  (m)          833.53   (f) ADJ UNCH    1 1
 FC0122
 FC0122.Superseded values are not recommended for survey control.
 FC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0122.See file dsdata.txt to determine how the superseded data were derived.
 FC0122
 FC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE305845(NAD 83)
 FC0122_MARKER: DB = BENCH MARK DISK
 FC0122_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0122_SP_SET: 16 FEET
 FC0122_STAMPING: S 249 1967
 FC0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0122
 FC0122  HISTORY     - Date     Condition        Report By
 FC0122  HISTORY     - 1967     MONUMENTED       CGS
 FC0122
 FC0122                          STATION DESCRIPTION
 FC0122
 FC0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0122'7.1 MI NE FROM HARRIMAN.
 FC0122'ABOUT 7.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0122'STATION AT HARRIMAN, ALSO ABOUT 7.5 MILES SOUTHWEST OF THE
 FC0122'STATION AT OLIVER SPRINGS, AT ELVERTON, 80 FEET EAST OF MILEPOST
 FC0122'43, 58 FEET NORTHWEST OF THE CENTER OF A BLACK TOP ROAD
 FC0122'CROSSING, 45.3 FEET NORTH OF THE NORTH RAIL, 41 FEET SOUTH OF THE
 FC0122'CENTER LINE OF STATE HIGHWAY 61, 42 FEET WEST OF THE CENTER LINE
 FC0122'OF THE ROAD, 28.3 FEET SOUTHEAST OF BENCH MARK K 195 DESCRIBED,
 FC0122'2 FEET SOUTH OF A TELEGRAPH POLE, 0.6 FOOT EAST OF A METAL WITNESS
 FC0122'POST ABOUT LEVEL WITH THE TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL
 FC0122'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED ROD
 FC0122'PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 FC0122'BY A 6-INCH METAL PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE LEVEL
 FC0122'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1373 ***********************************************************************
 GC1373  DESIGNATION -  S 25
 GC1373  PID         -  GC1373
 GC1373  STATE/COUNTY-  TN/MONTGOMERY
 GC1373  USGS QUAD   -  PALMYRA (1983)
 GC1373
 GC1373                         *CURRENT SURVEY CONTROL
 GC1373  ___________________________________________________________________
 GC1373* NAD 83(1986)-  36 23 36.     (N)    087 23 15.     (W)     SCALED    
 GC1373* NAVD 88     -       201.370  (meters)     660.66   (feet)  ADJUSTED  
 GC1373  ___________________________________________________________________
 GC1373  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1373  DYNAMIC HT  -         201.200 (meters)     660.10  (feet)  COMP
 GC1373  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GC1373
 GC1373  VERT ORDER  -  SECOND    CLASS 0
 GC1373
 GC1373.The horizontal coordinates were scaled from a topographic map and have
 GC1373.an estimated accuracy of +/- 6 seconds.
 GC1373
 GC1373.The orthometric height was determined by differential leveling
 GC1373.and adjusted by the National Geodetic Survey in June 1991..
 GC1373
 GC1373.The geoid height was determined by GEOID03.
 GC1373
 GC1373.The dynamic height is computed by dividing the NAVD 88
 GC1373.geopotential number by the normal gravity value computed on the
 GC1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1373.degrees latitude (g = 980.6199 gals.).
 GC1373
 GC1373.The modeled gravity was interpolated from observed gravity values.
 GC1373
 GC1373;                    North         East    Units  Estimated Accuracy
 GC1373;SPC TN       -   229,440.      475,530.      MT  (+/- 180 meters Scaled)
 GC1373
 GC1373                          SUPERSEDED SURVEY CONTROL
 GC1373
 GC1373  NGVD 29 (??/??/92)  201.412  (m)          660.80   (f) ADJ UNCH    2 0
 GC1373
 GC1373.Superseded values are not recommended for survey control.
 GC1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1373.See file dsdata.txt to determine how the superseded data were derived.
 GC1373
 GC1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF652276(NAD 83)
 GC1373_MARKER: DB = BENCH MARK DISK
 GC1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1373_STAMPING: 661.068 S 25 1934
 GC1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1373+STABILITY: SURFACE MOTION
 GC1373
 GC1373  HISTORY     - Date     Condition        Report By
 GC1373  HISTORY     - 1934     MONUMENTED       CGS
 GC1373
 GC1373                          STATION DESCRIPTION
 GC1373
 GC1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1373'AT LONE OAK.
 GC1373'AT LONE OAK, MONTGOMERY COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1373'NASHVILLE RAILROAD, 35 YARDS NORTH OF THE CROSSING OF STATE
 GC1373'HIGHWAY 13, AND 5 YARDS WEST OF THE CENTERLINE OF THE OLD
 GC1373'ROADBED.  A STANDARD DISK, STAMPED 661.068 S 25 1934 AND SET IN
 GC1373'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0861 ***********************************************************************
 GB0861  DESIGNATION -  S 250
 GB0861  PID         -  GB0861
 GB0861  STATE/COUNTY-  TN/MORGAN
 GB0861  USGS QUAD   -  LANCING (1984)
 GB0861
 GB0861                         *CURRENT SURVEY CONTROL
 GB0861  ___________________________________________________________________
 GB0861* NAD 83(1986)-  36 04 30.     (N)    084 38 55.     (W)     SCALED    
 GB0861* NAVD 88     -       283.730  (meters)     930.87   (feet)  ADJUSTED  
 GB0861  ___________________________________________________________________
 GB0861  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0861  DYNAMIC HT  -         283.474 (meters)     930.03  (feet)  COMP
 GB0861  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GB0861
 GB0861  VERT ORDER  -  FIRST     CLASS I
 GB0861
 GB0861.The horizontal coordinates were scaled from a topographic map and have
 GB0861.an estimated accuracy of +/- 6 seconds.
 GB0861
 GB0861.The orthometric height was determined by differential leveling
 GB0861.and adjusted by the National Geodetic Survey in June 1991..
 GB0861
 GB0861.The geoid height was determined by GEOID03.
 GB0861
 GB0861.The dynamic height is computed by dividing the NAVD 88
 GB0861.geopotential number by the normal gravity value computed on the
 GB0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0861.degrees latitude (g = 980.6199 gals.).
 GB0861
 GB0861.The modeled gravity was interpolated from observed gravity values.
 GB0861
 GB0861;                    North         East    Units  Estimated Accuracy
 GB0861;SPC TN       -   194,080.      721,720.      MT  (+/- 180 meters Scaled)
 GB0861
 GB0861                          SUPERSEDED SURVEY CONTROL
 GB0861
 GB0861  NGVD 29 (??/??/92)  283.847  (m)          931.25   (f) ADJ UNCH    1 1
 GB0861
 GB0861.Superseded values are not recommended for survey control.
 GB0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0861.See file dsdata.txt to determine how the superseded data were derived.
 GB0861
 GB0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE117948(NAD 83)
 GB0861_MARKER: DB = BENCH MARK DISK
 GB0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0861_SP_SET: TUNNEL
 GB0861_STAMPING: S 250 1968
 GB0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0861
 GB0861  HISTORY     - Date     Condition        Report By
 GB0861  HISTORY     - 1968     MONUMENTED       CGS
 GB0861
 GB0861                          STATION DESCRIPTION
 GB0861
 GB0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0861'4.2 MI S FROM LANCING.
 GB0861'ABOUT 4.15 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0861'AT LANCING, AT THE NORTH ENTRANCE TO TUNNEL NUMBR 24, 0.3 MILE
 GB0861'SOUTHWEST OF THE SOUTHWEST END OF A RAILROAD BRIDGE OVER EMORY RIVER,
 GB0861'SET VERTICALLY IN THE NORTH CONCRETE FACE OF THE TUNNEL, 1.3 FEET
 GB0861'WEST OF THE WEST WALL OF THE TUNNEL, 7 FEET WEST OF THE WEST RAIL,
 GB0861'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 GB0861'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0395 ***********************************************************************
 FC0395  DESIGNATION -  S 256
 FC0395  PID         -  FC0395
 FC0395  STATE/COUNTY-  TN/BRADLEY
 FC0395  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0395
 FC0395                         *CURRENT SURVEY CONTROL
 FC0395  ___________________________________________________________________
 FC0395* NAD 83(1986)-  35 13 11.     (N)    084 49 54.     (W)     SCALED    
 FC0395* NAVD 88     -       257.869  (meters)     846.03   (feet)  ADJUSTED  
 FC0395  ___________________________________________________________________
 FC0395  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0395  DYNAMIC HT  -         257.616 (meters)     845.20  (feet)  COMP
 FC0395  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 FC0395
 FC0395  VERT ORDER  -  FIRST     CLASS I
 FC0395
 FC0395.This mark is at Hardwick Field Airport (HDI)
 FC0395
 FC0395.The horizontal coordinates were scaled from a topographic map and have
 FC0395.an estimated accuracy of +/- 6 seconds.
 FC0395
 FC0395.The orthometric height was determined by differential leveling
 FC0395.and adjusted by the National Geodetic Survey in June 1991..
 FC0395
 FC0395.The geoid height was determined by GEOID03.
 FC0395
 FC0395.The dynamic height is computed by dividing the NAVD 88
 FC0395.geopotential number by the normal gravity value computed on the
 FC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0395.degrees latitude (g = 980.6199 gals.).
 FC0395
 FC0395.The modeled gravity was interpolated from observed gravity values.
 FC0395
 FC0395;                    North         East    Units  Estimated Accuracy
 FC0395;SPC TN       -    98,980.      706,370.      MT  (+/- 180 meters Scaled)
 FC0395
 FC0395                          SUPERSEDED SURVEY CONTROL
 FC0395
 FC0395  NGVD 29 (??/??/92)  257.895  (m)          846.11   (f) ADJ UNCH    1 1
 FC0395
 FC0395.Superseded values are not recommended for survey control.
 FC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0395.See file dsdata.txt to determine how the superseded data were derived.
 FC0395
 FC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD973995(NAD 83)
 FC0395_MARKER: DB = BENCH MARK DISK
 FC0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0395_SP_SET: FOUNDATION
 FC0395_STAMPING: S 256 1968
 FC0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0395
 FC0395  HISTORY     - Date     Condition        Report By
 FC0395  HISTORY     - 1968     MONUMENTED       CGS
 FC0395
 FC0395                          STATION DESCRIPTION
 FC0395
 FC0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0395'5.1 MI NE FROM CLEVELAND.
 FC0395'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0395'COURTHOUSE AT CLEVELAND, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A
 FC0395'BLACKTOP ROAD, AT FAIRVIEW, AT THE HARDWICK AIRFIELD, 28 FEET
 FC0395'NORTHWEST OF THE WEST CORNER OF THE OFFICE AND LOUNGE - WHICH IS
 FC0395'ALONG THE NORTHWEST SIDE OF THE ONLY HANGAR, SET IN THE CENTER
 FC0395'OF THE SOUTHEAST SIDE OF THE 10-FOOT LONG BY 3-FOOT WIDE AND 4-FOOT
 FC0395'DEEP CONCRETE BASE TO GASOLINE PUMPS AND ABOUT LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0435 ***********************************************************************
 FC0435  DESIGNATION -  S 257
 FC0435  PID         -  FC0435
 FC0435  STATE/COUNTY-  TN/MCMINN
 FC0435  USGS QUAD   -  ATHENS (1990)
 FC0435
 FC0435                         *CURRENT SURVEY CONTROL
 FC0435  ___________________________________________________________________
 FC0435* NAD 83(1986)-  35 26 23.     (N)    084 37 12.     (W)     SCALED    
 FC0435* NAVD 88     -       287.471  (meters)     943.14   (feet)  ADJUSTED  
 FC0435  ___________________________________________________________________
 FC0435  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0435  DYNAMIC HT  -         287.191 (meters)     942.23  (feet)  COMP
 FC0435  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 FC0435
 FC0435  VERT ORDER  -  FIRST     CLASS I
 FC0435
 FC0435.The horizontal coordinates were scaled from a topographic map and have
 FC0435.an estimated accuracy of +/- 6 seconds.
 FC0435
 FC0435.The orthometric height was determined by differential leveling
 FC0435.and adjusted by the National Geodetic Survey in June 1991..
 FC0435
 FC0435.The geoid height was determined by GEOID03.
 FC0435
 FC0435.The dynamic height is computed by dividing the NAVD 88
 FC0435.geopotential number by the normal gravity value computed on the
 FC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0435.degrees latitude (g = 980.6199 gals.).
 FC0435
 FC0435.The modeled gravity was interpolated from observed gravity values.
 FC0435
 FC0435;                    North         East    Units  Estimated Accuracy
 FC0435;SPC TN       -   123,640.      725,290.      MT  (+/- 180 meters Scaled)
 FC0435
 FC0435                          SUPERSEDED SURVEY CONTROL
 FC0435
 FC0435  NGVD 29 (??/??/92)  287.520  (m)          943.31   (f) ADJ UNCH    1 1
 FC0435
 FC0435.Superseded values are not recommended for survey control.
 FC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0435.See file dsdata.txt to determine how the superseded data were derived.
 FC0435
 FC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE160244(NAD 83)
 FC0435_MARKER: DB = BENCH MARK DISK
 FC0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0435_STAMPING: S 257 1968
 FC0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0435+STABILITY: SURFACE MOTION
 FC0435
 FC0435  HISTORY     - Date     Condition        Report By
 FC0435  HISTORY     - 1968     MONUMENTED       CGS
 FC0435
 FC0435                          STATION DESCRIPTION
 FC0435
 FC0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0435'1.5 MI SW FROM ATHENS.
 FC0435'ABOUT 1.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0435'STATION AT ATHENS, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST 187,
 FC0435'121 FEET WEST OF THE CENTER OF A BLACKTOP ROAD CROSSING, 29.7
 FC0435'FEET NORTHWEST OF THE NORTHWEST RAIL, 28 FEET SOUTHEAST OF THE
 FC0435'CENTER LINE OF THE ROAD PARALLELING THE TRACK, 2 1/2 FEET
 FC0435'SOUTHWEST OF TELEPHONE CABLE POLE 1790 AND IS LINE WITH THE POLES
 FC0435'TO THE SOUTHWEST, 1.3 FEET NORTHEAST OF A METAL WITNESS
 FC0435'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0435'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0867 ***********************************************************************
 FC0867  DESIGNATION -  S 258
 FC0867  PID         -  FC0867
 FC0867  STATE/COUNTY-  TN/MCMINN
 FC0867  USGS QUAD   -  NIOTA (1990)
 FC0867
 FC0867                         *CURRENT SURVEY CONTROL
 FC0867  ___________________________________________________________________
 FC0867* NAD 83(1986)-  35 32 04.     (N)    084 31 29.     (W)     SCALED    
 FC0867* NAVD 88     -       309.652  (meters)    1015.92   (feet)  ADJUSTED  
 FC0867  ___________________________________________________________________
 FC0867  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0867  DYNAMIC HT  -         309.350 (meters)    1014.93  (feet)  COMP
 FC0867  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FC0867
 FC0867  VERT ORDER  -  FIRST     CLASS I
 FC0867
 FC0867.The horizontal coordinates were scaled from a topographic map and have
 FC0867.an estimated accuracy of +/- 6 seconds.
 FC0867
 FC0867.The orthometric height was determined by differential leveling
 FC0867.and adjusted by the National Geodetic Survey in June 1991..
 FC0867
 FC0867.The geoid height was determined by GEOID03.
 FC0867
 FC0867.The dynamic height is computed by dividing the NAVD 88
 FC0867.geopotential number by the normal gravity value computed on the
 FC0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0867.degrees latitude (g = 980.6199 gals.).
 FC0867
 FC0867.The modeled gravity was interpolated from observed gravity values.
 FC0867
 FC0867;                    North         East    Units  Estimated Accuracy
 FC0867;SPC TN       -   134,270.      733,780.      MT  (+/- 180 meters Scaled)
 FC0867
 FC0867                          SUPERSEDED SURVEY CONTROL
 FC0867
 FC0867  NGVD 29 (??/??/92)  309.715  (m)         1016.12   (f) ADJ UNCH    1 1
 FC0867
 FC0867.Superseded values are not recommended for survey control.
 FC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0867.See file dsdata.txt to determine how the superseded data were derived.
 FC0867
 FC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE244351(NAD 83)
 FC0867_MARKER: DB = BENCH MARK DISK
 FC0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0867_STAMPING: S 258 1968
 FC0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0867+STABILITY: SURFACE MOTION
 FC0867
 FC0867  HISTORY     - Date     Condition        Report By
 FC0867  HISTORY     - 1968     MONUMENTED       CGS
 FC0867
 FC0867                          STATION DESCRIPTION
 FC0867
 FC0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0867'2 MI NE FROM NIOTA.
 FC0867'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0867'CORNER OF A LARGE CEMETERY AT NIOTA, ON THE OUTSIDE OF A CURVE
 FC0867'WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 40 FEET EAST OF THE
 FC0867'CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 31 FEET
 FC0867'NORTHEAST OF TELEPHONE POLE 1263, 37 FEET SOUTHEAST OF THE CENTER
 FC0867'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE, 1.3 FEET
 FC0867'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 FC0867'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0867'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0065 ***********************************************************************
 FC0065  DESIGNATION -  S 259
 FC0065  PID         -  FC0065
 FC0065  STATE/COUNTY-  TN/LOUDON
 FC0065  USGS QUAD   -  LENOIR CITY (1986)
 FC0065
 FC0065                         *CURRENT SURVEY CONTROL
 FC0065  ___________________________________________________________________
 FC0065* NAD 83(1986)-  35 47 16.     (N)    084 16 11.     (W)     SCALED    
 FC0065* NAVD 88     -       239.948  (meters)     787.23   (feet)  ADJUSTED  
 FC0065  ___________________________________________________________________
 FC0065  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0065  DYNAMIC HT  -         239.719 (meters)     786.48  (feet)  COMP
 FC0065  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FC0065
 FC0065  VERT ORDER  -  FIRST     CLASS I
 FC0065
 FC0065.The horizontal coordinates were scaled from a topographic map and have
 FC0065.an estimated accuracy of +/- 6 seconds.
 FC0065
 FC0065.The orthometric height was determined by differential leveling
 FC0065.and adjusted by the National Geodetic Survey in June 1991..
 FC0065
 FC0065.The geoid height was determined by GEOID03.
 FC0065
 FC0065.The dynamic height is computed by dividing the NAVD 88
 FC0065.geopotential number by the normal gravity value computed on the
 FC0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0065.degrees latitude (g = 980.6199 gals.).
 FC0065
 FC0065.The modeled gravity was interpolated from observed gravity values.
 FC0065
 FC0065;                    North         East    Units  Estimated Accuracy
 FC0065;SPC TN       -   162,750.      756,410.      MT  (+/- 180 meters Scaled)
 FC0065
 FC0065                          SUPERSEDED SURVEY CONTROL
 FC0065
 FC0065  NGVD 29 (??/??/92)  240.060  (m)          787.60   (f) ADJ UNCH    1 1
 FC0065
 FC0065.Superseded values are not recommended for survey control.
 FC0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0065.See file dsdata.txt to determine how the superseded data were derived.
 FC0065
 FC0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE467638(NAD 83)
 FC0065_MARKER: DB = BENCH MARK DISK
 FC0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0065_SP_SET: CULVERT
 FC0065_STAMPING: S 259 1968
 FC0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0065
 FC0065  HISTORY     - Date     Condition        Report By
 FC0065  HISTORY     - 1968     MONUMENTED       CGS
 FC0065
 FC0065                          STATION DESCRIPTION
 FC0065
 FC0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0065'AT LENOIR CITY.
 FC0065'AT LENOIR CITY, ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN
 FC0065'RAILWAY FROM THE STATION, ABOUT 10 1/2 RAILS NORTHEAST OF THE
 FC0065'CENTER OF THE CROSSING OF F STREET, SET IN TOP OF THE SOUTHWEST
 FC0065'END OF THE SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT
 FC0065'UNDER THE TRACK, 27.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1
 FC0065'FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT
 FC0065'4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1634 ***********************************************************************
 GC1634  DESIGNATION -  S 26
 GC1634  PID         -  GC1634
 GC1634  STATE/COUNTY-  TN/HUMPHREYS
 GC1634  USGS QUAD   -  HALLS CREEK (1973)
 GC1634
 GC1634                         *CURRENT SURVEY CONTROL
 GC1634  ___________________________________________________________________
 GC1634* NAD 83(1986)-  36 08 42.     (N)    087 46 28.     (W)     SCALED    
 GC1634* NAVD 88     -       182.141  (meters)     597.57   (feet)  ADJUSTED  
 GC1634  ___________________________________________________________________
 GC1634  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1634  DYNAMIC HT  -         181.985 (meters)     597.06  (feet)  COMP
 GC1634  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC1634
 GC1634  VERT ORDER  -  SECOND    CLASS 0
 GC1634
 GC1634.The horizontal coordinates were scaled from a topographic map and have
 GC1634.an estimated accuracy of +/- 6 seconds.
 GC1634
 GC1634.The orthometric height was determined by differential leveling
 GC1634.and adjusted by the National Geodetic Survey in June 1991..
 GC1634
 GC1634.The geoid height was determined by GEOID03.
 GC1634
 GC1634.The dynamic height is computed by dividing the NAVD 88
 GC1634.geopotential number by the normal gravity value computed on the
 GC1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1634.degrees latitude (g = 980.6199 gals.).
 GC1634
 GC1634.The modeled gravity was interpolated from observed gravity values.
 GC1634
 GC1634;                    North         East    Units  Estimated Accuracy
 GC1634;SPC TN       -   202,450.      440,320.      MT  (+/- 180 meters Scaled)
 GC1634
 GC1634                          SUPERSEDED SURVEY CONTROL
 GC1634
 GC1634  NGVD 29 (??/??/92)  182.175  (m)          597.69   (f) ADJ UNCH    2 0
 GC1634
 GC1634.Superseded values are not recommended for survey control.
 GC1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1634.See file dsdata.txt to determine how the superseded data were derived.
 GC1634
 GC1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF303003(NAD 83)
 GC1634_MARKER: DB = BENCH MARK DISK
 GC1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1634_STAMPING: 597.830 S 26 1934
 GC1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1634+STABILITY: SURFACE MOTION
 GC1634
 GC1634  HISTORY     - Date     Condition        Report By
 GC1634  HISTORY     - 1934     MONUMENTED       CGS
 GC1634  HISTORY     - 1972     GOOD             TVA
 GC1634
 GC1634                          STATION DESCRIPTION
 GC1634
 GC1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1634'4.5 MI N FROM WAVERLY.
 GC1634'4.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1634'COUNTY, 1.0 MILE SOUTH OF THE BRIDGE OVER RICHLAND CREEK, AT
 GC1634'THE SOUTH END OF A CURVE TO THE EAST, 50 YARDS SOUTH OF THE
 GC1634'JUNCTION OF A T-ROAD LEADING WEST, 36 FEET EAST OF THE CENTERLINE
 GC1634'OF THE HIGHWAY, AND 15 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY
 GC1634'POST.  A STANDARD DISK, STAMPED 597.830 S 26 1934 AND SET IN THE
 GC1634'TOP OF A CONCRETE POST.  NOTE-- ABOUT 500 FT S OF A WHITE BRICK
 GC1634'HOUSE.  9.6 W OF 8 IN WHITE OAK.
 GC1634
 GC1634                          STATION RECOVERY (1972)
 GC1634
 GC1634'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1900 ***********************************************************************
 FB1900  DESIGNATION -  S 260
 FB1900  PID         -  FB1900
 FB1900  STATE/COUNTY-  TN/KNOX
 FB1900  USGS QUAD   -  KNOXVILLE (1978)
 FB1900
 FB1900                         *CURRENT SURVEY CONTROL
 FB1900  ___________________________________________________________________
 FB1900* NAD 83(1986)-  35 56 49.     (N)    083 58 08.     (W)     SCALED    
 FB1900* NAVD 88     -       266.464  (meters)     874.22   (feet)  ADJUSTED  
 FB1900  ___________________________________________________________________
 FB1900  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1900  DYNAMIC HT  -         266.217 (meters)     873.41  (feet)  COMP
 FB1900  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB1900
 FB1900  VERT ORDER  -  FIRST     CLASS I
 FB1900
 FB1900.The horizontal coordinates were scaled from a topographic map and have
 FB1900.an estimated accuracy of +/- 6 seconds.
 FB1900
 FB1900.The orthometric height was determined by differential leveling
 FB1900.and adjusted by the National Geodetic Survey in June 1991..
 FB1900
 FB1900.The geoid height was determined by GEOID03.
 FB1900
 FB1900.The dynamic height is computed by dividing the NAVD 88
 FB1900.geopotential number by the normal gravity value computed on the
 FB1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1900.degrees latitude (g = 980.6199 gals.).
 FB1900
 FB1900.The modeled gravity was interpolated from observed gravity values.
 FB1900
 FB1900;                    North         East    Units  Estimated Accuracy
 FB1900;SPC TN       -   180,930.      783,230.      MT  (+/- 180 meters Scaled)
 FB1900
 FB1900                          SUPERSEDED SURVEY CONTROL
 FB1900
 FB1900  NGVD 29 (??/??/92)  266.601  (m)          874.67   (f) ADJ UNCH    1 1
 FB1900
 FB1900.Superseded values are not recommended for survey control.
 FB1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1900.See file dsdata.txt to determine how the superseded data were derived.
 FB1900
 FB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV322821(NAD 83)
 FB1900_MARKER: DB = BENCH MARK DISK
 FB1900_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1900_STAMPING: S 260 1968
 FB1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1900
 FB1900  HISTORY     - Date     Condition        Report By
 FB1900  HISTORY     - 1968     MONUMENTED       CGS
 FB1900
 FB1900                          STATION DESCRIPTION
 FB1900
 FB1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1900'2.2 MI NE FROM BEARDEN.
 FB1900'ABOUT 2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1900'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.1 MILE NORTHEAST
 FB1900'OF MILEPOST 134, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF TOBLER
 FB1900'LANE (A BLACKTOP ROAD), SET VERTICALLY IN THE NORTHWEST FACE OF A
 FB1900'ROCK THAT THE EXPOSED PORTION IS ABOUT 4 FEET WIDE BY 6 FEET
 FB1900'HIGH AND IS PART OF A 20-FOOT HIGH CUT, 12.9 FEET SOUTHEAST OF
 FB1900'THE SOUTHEAST RAIL AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 FB1900'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1397 ***********************************************************************
 FE1397  DESIGNATION -  S 261
 FE1397  PID         -  FE1397
 FE1397  STATE/COUNTY-  TN/SHELBY
 FE1397  USGS QUAD   -  MILLINGTON (1997)
 FE1397
 FE1397                         *CURRENT SURVEY CONTROL
 FE1397  ___________________________________________________________________
 FE1397* NAD 83(1995)-  35 18 38.19245(N)    089 56 36.64746(W)     ADJUSTED  
 FE1397* NAVD 88     -        84.441  (meters)     277.04   (feet)  ADJUSTED  
 FE1397  ___________________________________________________________________
 FE1397  X           -       5,137.062 (meters)                     COMP
 FE1397  Y           -  -5,210,629.059 (meters)                     COMP
 FE1397  Z           -   3,666,074.224 (meters)                     COMP
 FE1397  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE1397  ELLIP HEIGHT-          57.14  (meters)          (02/20/01) GPS OBS
 FE1397  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1397  DYNAMIC HT  -          84.366 (meters)     276.79  (feet)  COMP
 FE1397  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FE1397
 FE1397  HORZ ORDER  -  FIRST
 FE1397  VERT ORDER  -  FIRST     CLASS I
 FE1397  ELLP ORDER  -  SECOND    CLASS I
 FE1397
 FE1397.The horizontal coordinates were established by GPS observations
 FE1397.and adjusted by the National Geodetic Survey in February 2001..
 FE1397
 FE1397.The orthometric height was determined by differential leveling
 FE1397.and adjusted by the National Geodetic Survey in June 1991..
 FE1397
 FE1397.Photographs are available for this station.
 FE1397
 FE1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1397
 FE1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1397
 FE1397.The ellipsoidal height was determined by GPS observations
 FE1397.and is referenced to NAD 83.
 FE1397
 FE1397.The geoid height was determined by GEOID03.
 FE1397
 FE1397.The dynamic height is computed by dividing the NAVD 88
 FE1397.geopotential number by the normal gravity value computed on the
 FE1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1397.degrees latitude (g = 980.6199 gals.).
 FE1397
 FE1397.The modeled gravity was interpolated from observed gravity values.
 FE1397
 FE1397;                    North         East     Units Scale Factor Converg.
 FE1397;SPC TN       -   115,653.138   241,470.238   MT  0.99998986   -2 18 31.3
 FE1397;SPC TN       -   379,438.67    792,223.61   sFT  0.99998986   -2 18 31.3
 FE1397;UTM  16      - 3,911,464.815   232,379.120   MT  1.00048273   -1 42 08.6
 FE1397;UTM  15      - 3,911,776.058   777,895.511   MT  1.00055183   +1 46 04.1
 FE1397
 FE1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1397!SPC TN       -   0.99999103  x   0.99998986  =   0.99998089
 FE1397!UTM  16      -   0.99999103  x   1.00048273  =   1.00047376
 FE1397!UTM  15      -   0.99999103  x   1.00055183  =   1.00054286
 FE1397
 FE1397                          SUPERSEDED SURVEY CONTROL
 FE1397
 FE1397  NAVD 88 (02/20/01)   84.44   (m)          277.0    (f) LEVELING    3  
 FE1397  NGVD 29 (??/??/??)   84.397  (m)          276.89   (f) ADJUSTED    1 1
 FE1397
 FE1397.Superseded values are not recommended for survey control.
 FE1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1397.See file dsdata.txt to determine how the superseded data were derived.
 FE1397
 FE1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3237911465(NAD 83)
 FE1397_MARKER: DV = VERTICAL CONTROL DISK
 FE1397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1397_SP_SET: COPPER-CLAD STEEL ROD
 FE1397_STAMPING: S 261 1974
 FE1397_MARK LOGO: NGS   
 FE1397_PROJECTION: RECESSED 6 CENTIMETERS
 FE1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1397+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 FE1397_ROD/PIPE-DEPTH: 12.2 meters
 FE1397
 FE1397  HISTORY     - Date     Condition        Report By
 FE1397  HISTORY     - 1974     MONUMENTED       NGS
 FE1397  HISTORY     - 19920116 GOOD             NGS
 FE1397  HISTORY     - 1999     GOOD             LOWE
 FE1397  HISTORY     - 20021007 GOOD             USACE
 FE1397  HISTORY     - 20040310 GOOD             AERODA
 FE1397
 FE1397                          STATION DESCRIPTION
 FE1397
 FE1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1397'3 MI SW FROM MILLINGTON.
 FE1397'ABOUT 2.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1397'JUNCTION WITH NAVY ROAD AT MILLINGTON, 81 FEET NORTHWEST OF THE
 FE1397'CENTER LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 31 1/2
 FE1397'FEET SOUTHWEST OF THE CENTER LINE OF THE MOST SOUTHWESTERLY
 FE1397'DRIVE TO THE WOODLAWN MEMORIAL GARDENS CEMETERY, 1.3 FEET
 FE1397'SOUTHWEST OF THE MOST SOUTHWESTERLY ONE OF 6-STONE PILLARS, 4
 FE1397'FEET ABOVE THE HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD,
 FE1397'1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH IRON PIPE FLUSH
 FE1397'WITH THE GROUND.  ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 FE1397
 FE1397                          STATION RECOVERY (1992)
 FE1397
 FE1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1397'4.6 KM (2.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1397'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, AT THE ENTRANCE TO THE
 FE1397'WOODHAVEN MEMORY GARDENS CEMETERY, 25.1 M (82.3 FT) NORTHWEST OF THE
 FE1397'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 9.5 M
 FE1397'(31.2 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 0.8 M
 FE1397'(2.6 FT) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE MOST
 FE1397'SOUTHWESTERLY OF 6 PILLARS, 0.4 M (1.3 FT) SOUTHWEST OF THE SOUTHWEST
 FE1397'FACE OF THE PILLAR, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FE1397'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH STEEL PIPE RECESSED
 FE1397'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 FE1397
 FE1397                          STATION RECOVERY (1999)
 FE1397
 FE1397'RECOVERY NOTE BY LOWE ENGINEERS 1999 (JDJ)
 FE1397'RECOVERED 1999
 FE1397'RECOVERED IN GOOD CONDITION.
 FE1397' 
 FE1397'
 FE1397
 FE1397                          STATION RECOVERY (2002)
 FE1397
 FE1397'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1397'MARK NO LONGER SUITABLE FOR GPS DUE TO ORNAMENTAL TREES PLANTED AT
 FE1397'SITE.
 FE1397
 FE1397                          STATION RECOVERY (2004)
 FE1397
 FE1397'RECOVERY NOTE BY AERO DATA CORPORATION 2004 (RJG)
 FE1397'ORNAMENTAL TREES HAVE BEEN TRIMMED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1742 ***********************************************************************
 FE1742  DESIGNATION -  S 262
 FE1742  PID         -  FE1742
 FE1742  STATE/COUNTY-  TN/TIPTON
 FE1742  USGS QUAD   -  COVINGTON (1983)
 FE1742
 FE1742                         *CURRENT SURVEY CONTROL
 FE1742  ___________________________________________________________________
 FE1742* NAD 83(1986)-  35 32 43.     (N)    089 39 37.     (W)     SCALED    
 FE1742* NAVD 88     -       109.466  (meters)     359.14   (feet)  ADJUSTED  
 FE1742  ___________________________________________________________________
 FE1742  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1742  DYNAMIC HT  -         109.373 (meters)     358.83  (feet)  COMP
 FE1742  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 FE1742
 FE1742  VERT ORDER  -  FIRST     CLASS I
 FE1742
 FE1742.The horizontal coordinates were scaled from a topographic map and have
 FE1742.an estimated accuracy of +/- 6 seconds.
 FE1742
 FE1742.The orthometric height was determined by differential leveling
 FE1742.and adjusted by the National Geodetic Survey in June 1991..
 FE1742
 FE1742.The geoid height was determined by GEOID03.
 FE1742
 FE1742.The dynamic height is computed by dividing the NAVD 88
 FE1742.geopotential number by the normal gravity value computed on the
 FE1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1742.degrees latitude (g = 980.6199 gals.).
 FE1742
 FE1742.The modeled gravity was interpolated from observed gravity values.
 FE1742
 FE1742;                    North         East    Units  Estimated Accuracy
 FE1742;SPC TN       -   140,670.      268,180.      MT  (+/- 180 meters Scaled)
 FE1742
 FE1742                          SUPERSEDED SURVEY CONTROL
 FE1742
 FE1742  NGVD 29 (??/??/??)  109.436  (m)          359.04   (f) ADJUSTED    1 1
 FE1742
 FE1742.Superseded values are not recommended for survey control.
 FE1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1742.See file dsdata.txt to determine how the superseded data were derived.
 FE1742
 FE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE588367(NAD 83)
 FE1742_MARKER: DB = BENCH MARK DISK
 FE1742_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1742_SP_SET: 40 FEET
 FE1742_STAMPING: S 262 1974
 FE1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1742
 FE1742  HISTORY     - Date     Condition        Report By
 FE1742  HISTORY     - 1974     MONUMENTED       NGS
 FE1742  HISTORY     - 20020529 POOR             USACE
 FE1742
 FE1742                          STATION DESCRIPTION
 FE1742
 FE1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1742'1.4 MI SW FROM COVINGTON.
 FE1742'ABOUT 1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1742'OF STATE HIGHWAYS 54 AND 59 LEADING EAST IN COVINGTON, 198 FEET
 FE1742'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAY,
 FE1742'8.5 FEET NORTH OF THE NORTHWEST CORNER OF THE STATE AREA
 FE1742'VOCATIONAL TECHNICAL SCHOOL BUILDING (BRICK), 1 1/2 FEET WEST OF
 FE1742'THE WEST WALL, 1 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
 FE1742'CURBING ALONG THE SOUTH SIDE OF AN ASPHALT DRIVEWAY, 1 FOOT WEST
 FE1742'OF THE WEST END OF A ROW OF SHRUBBERY, ABOUT LEVEL WITH THE
 FE1742'DRIVEWAY, 2 FEET BELOW LEVEL OF THE HIGHWAY AND ON TOP OF A COPPER
 FE1742'COATED STEEL ROD, 1/2 INCH BELOW GROUND AND PROTECTED IN A 4-INCH
 FE1742'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN
 FE1742'TO A DEPTH OF 40 FEET.
 FE1742
 FE1742                          STATION RECOVERY (2002)
 FE1742
 FE1742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1742'DESTROYED DUE TO BUILDING EXPANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1117 ***********************************************************************
 GD1117  DESIGNATION -  S 264
 GD1117  PID         -  GD1117
 GD1117  STATE/COUNTY-  TN/DYER
 GD1117  USGS QUAD   -  DYERSBURG (1983)
 GD1117
 GD1117                         *CURRENT SURVEY CONTROL
 GD1117  ___________________________________________________________________
 GD1117* NAD 83(1986)-  36 00 49.     (N)    089 23 39.     (W)     SCALED    
 GD1117* NAVD 88     -        82.888  (meters)     271.94   (feet)  ADJUSTED  
 GD1117  ___________________________________________________________________
 GD1117  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1117  DYNAMIC HT  -          82.818 (meters)     271.71  (feet)  COMP
 GD1117  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GD1117
 GD1117  VERT ORDER  -  FIRST     CLASS I
 GD1117
 GD1117.The horizontal coordinates were scaled from a topographic map and have
 GD1117.an estimated accuracy of +/- 6 seconds.
 GD1117
 GD1117.The orthometric height was determined by differential leveling
 GD1117.and adjusted by the National Geodetic Survey in June 1991..
 GD1117
 GD1117.The geoid height was determined by GEOID03.
 GD1117
 GD1117.The dynamic height is computed by dividing the NAVD 88
 GD1117.geopotential number by the normal gravity value computed on the
 GD1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1117.degrees latitude (g = 980.6199 gals.).
 GD1117
 GD1117.The modeled gravity was interpolated from observed gravity values.
 GD1117
 GD1117;                    North         East    Units  Estimated Accuracy
 GD1117;SPC TN       -   191,730.      294,100.      MT  (+/- 180 meters Scaled)
 GD1117
 GD1117                          SUPERSEDED SURVEY CONTROL
 GD1117
 GD1117  NGVD 29 (??/??/??)   82.820  (m)          271.72   (f) ADJUSTED    1 1
 GD1117
 GD1117.Superseded values are not recommended for survey control.
 GD1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1117.See file dsdata.txt to determine how the superseded data were derived.
 GD1117
 GD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE842881(NAD 83)
 GD1117_MARKER: DB = BENCH MARK DISK
 GD1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD1117_SP_SET: STEEL ROD
 GD1117_STAMPING: S 264 1974
 GD1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1117
 GD1117  HISTORY     - Date     Condition        Report By
 GD1117  HISTORY     - 1974     MONUMENTED       NGS
 GD1117  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1117
 GD1117                          STATION DESCRIPTION
 GD1117
 GD1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1117'1.4 MI S FROM DYERSBURG.
 GD1117'ABOUT 1.40 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD1117'AT DYERSBURG, AT THE NORTHEAST CORNER OF THE OFFICE OF THE PLAZA
 GD1117'MOTEL, 76.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25.9
 GD1117'FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE OFFICE OF THE
 GD1117'MOTEL, 22.8 FEET SOUTH OF THE CENTER LINE OF THE NORTH DRIVE INTO
 GD1117'THE MOTEL, 3.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GD1117'OFFICE BUILDING, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A
 GD1117'COPPER COATED STEEL ROD, 0.1 FOOT BELOW GROUND AND PROTECTED BY A
 GD1117'4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1117
 GD1117                          STATION RECOVERY (2002)
 GD1117
 GD1117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1161 ***********************************************************************
 GD1161  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1161  DESIGNATION -  S 265
 GD1161  PID         -  GD1161
 GD1161  STATE/COUNTY-  TN/LAKE
 GD1161  USGS QUAD   -  TIPTONVILLE (1981)
 GD1161
 GD1161                         *CURRENT SURVEY CONTROL
 GD1161  ___________________________________________________________________
 GD1161* NAD 83(1995)-  36 24 12.74505(N)    089 27 04.92968(W)     ADJUSTED  
 GD1161* NAVD 88     -        94.83   (meters)     311.1    (feet)  GPS OBS   
 GD1161  ___________________________________________________________________
 GD1161  X           -      49,213.080 (meters)                     COMP
 GD1161  Y           -  -5,139,369.457 (meters)                     COMP
 GD1161  Z           -   3,764,364.227 (meters)                     COMP
 GD1161  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GD1161  ELLIP HEIGHT-          66.43  (meters)          (05/31/05) GPS OBS
 GD1161  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1161  DYNAMIC HT  -          94.76  (meters)     310.9   (feet)  COMP
 GD1161  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GD1161
 GD1161  HORZ ORDER  -  FIRST
 GD1161  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1161  ELLP ORDER  -  FOURTH    CLASS II
 GD1161
 GD1161.The horizontal coordinates were established by GPS observations
 GD1161.and adjusted by the National Geodetic Survey in May 2005..
 GD1161
 GD1161.The orthometric height was determined by GPS observations and a
 GD1161.high-resolution geoid model using precise GPS observation and
 GD1161.processing techniques. It supersedes the leveled height previously
 GD1161.determined for this station.
 GD1161.The vertical order pertains to the first NAVD 88 superseded value.
 GD1161
 GD1161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1161
 GD1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1161
 GD1161.The ellipsoidal height was determined by GPS observations
 GD1161.and is referenced to NAD 83.
 GD1161
 GD1161.The geoid height was determined by GEOID03.
 GD1161
 GD1161.The dynamic height is computed by dividing the NAVD 88
 GD1161.geopotential number by the normal gravity value computed on the
 GD1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1161.degrees latitude (g = 980.6199 gals.).
 GD1161
 GD1161.The modeled gravity was interpolated from observed gravity values.
 GD1161
 GD1161;                    North         East     Units Scale Factor Converg.
 GD1161;SPC TN       -   235,150.530   290,469.809   MT  0.99999770   -2 01 14.0
 GD1161;SPC TN       -   771,489.70    952,983.03   sFT  0.99999770   -2 01 14.0
 GD1161;UTM  16      - 4,031,500.282   280,174.984   MT  1.00019541   -1 27 19.4
 GD1161
 GD1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1161!SPC TN       -   0.99998957  x   0.99999770  =   0.99998727
 GD1161!UTM  16      -   0.99998957  x   1.00019541  =   1.00018498
 GD1161
 GD1161                          SUPERSEDED SURVEY CONTROL
 GD1161
 GD1161  NAVD 88 (06/15/91)   94.772  (m)          310.93   (f) ADJUSTED    1 1
 GD1161  NGVD 29 (??/??/??)   94.700  (m)          310.69   (f) ADJUSTED    1 1
 GD1161
 GD1161.Superseded values are not recommended for survey control.
 GD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1161.See file dsdata.txt to determine how the superseded data were derived.
 GD1161
 GD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8017531500(NAD 83)
 GD1161_MARKER: DB = BENCH MARK DISK
 GD1161_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1161+WITH SETTING: INTO GROUND
 GD1161_STAMPING: S 265 1974
 GD1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1161+STABILITY: SURFACE MOTION
 GD1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1161+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD1161
 GD1161  HISTORY     - Date     Condition        Report By
 GD1161  HISTORY     - 1974     MONUMENTED       NGS
 GD1161  HISTORY     - 20020801 GOOD             USACE
 GD1161  HISTORY     - 20030710 GOOD             EMCINC
 GD1161
 GD1161                          STATION DESCRIPTION
 GD1161
 GD1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1161'1.95 MI NE FROM TIPTONVILLE.
 GD1161'ABOUT 1.95 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS
 GD1161'INTERSECTION WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, ABOUT 0.10
 GD1161'MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 WITH A BLACKTOP
 GD1161'ROAD LEADING NORTH AND SOUTH.  ALSO ABOUT 100 YARDS NORTH AND ACROSS
 GD1161'HIGHWAY FROM AN ABANDONED BLOCK FARM HOUSE, NEAR THE SECOND POWER POLE
 GD1161'NORTHEAST OF THE INTERSECTION, 25.2 FEET NORTHWEST OF THE CENTER LINE
 GD1161'OF STATE HIGHWAY 78, 31.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GD1161'ILLINOIS CENTRAL RAILROAD, 2.1 FEET NORTHEAST OF THE POWER POLE, 0.5
 GD1161'FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 GD1161'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 GD1161'0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 GD1161'FLUSH WITH THE GROUND.
 GD1161
 GD1161                          STATION RECOVERY (2002)
 GD1161
 GD1161'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1161'RECOVERED IN GOOD CONDITION.
 GD1161
 GD1161                          STATION RECOVERY (2003)
 GD1161
 GD1161'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1161'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1540 ***********************************************************************
 GC1540  DESIGNATION -  S 27
 GC1540  PID         -  GC1540
 GC1540  STATE/COUNTY-  TN/HUMPHREYS
 GC1540  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1540
 GC1540                         *CURRENT SURVEY CONTROL
 GC1540  ___________________________________________________________________
 GC1540* NAD 83(1986)-  36 06 20.     (N)    087 34 01.     (W)     SCALED    
 GC1540* NAVD 88     -       202.944  (meters)     665.83   (feet)  ADJUSTED  
 GC1540  ___________________________________________________________________
 GC1540  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1540  DYNAMIC HT  -         202.766 (meters)     665.24  (feet)  COMP
 GC1540  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 GC1540
 GC1540  VERT ORDER  -  FIRST     CLASS II
 GC1540
 GC1540.The horizontal coordinates were scaled from a topographic map and have
 GC1540.an estimated accuracy of +/- 6 seconds.
 GC1540
 GC1540.The orthometric height was determined by differential leveling
 GC1540.and adjusted by the National Geodetic Survey in June 1991..
 GC1540
 GC1540.The geoid height was determined by GEOID03.
 GC1540
 GC1540.The dynamic height is computed by dividing the NAVD 88
 GC1540.geopotential number by the normal gravity value computed on the
 GC1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1540.degrees latitude (g = 980.6199 gals.).
 GC1540
 GC1540.The modeled gravity was interpolated from observed gravity values.
 GC1540
 GC1540;                    North         East    Units  Estimated Accuracy
 GC1540;SPC TN       -   197,760.      458,920.      MT  (+/- 180 meters Scaled)
 GC1540
 GC1540                          SUPERSEDED SURVEY CONTROL
 GC1540
 GC1540  NGVD 29 (??/??/92)  202.952  (m)          665.85   (f) ADJ UNCH    1 2
 GC1540
 GC1540.Superseded values are not recommended for survey control.
 GC1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1540.See file dsdata.txt to determine how the superseded data were derived.
 GC1540
 GC1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE489958(NAD 83)
 GC1540_MARKER: DB = BENCH MARK DISK
 GC1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1540_SP_SET: BRIDGE ABUTMENT
 GC1540_STAMPING: S 27 666.091 1934
 GC1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1540
 GC1540  HISTORY     - Date     Condition        Report By
 GC1540  HISTORY     - 1934     MONUMENTED       CGS
 GC1540  HISTORY     - 1948     GOOD             NGS
 GC1540  HISTORY     - 1972     GOOD             TVA
 GC1540
 GC1540                          STATION DESCRIPTION
 GC1540
 GC1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1540'3.3 MI W FROM TENNESSEE CITY.
 GC1540'2.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1540'RAILWAY FROM THE STATION AT TENNESSEE CITY, THENCE ABOUT 1.2 MILES
 GC1540'NORTHWEST ALONG THE ABANDONED RAILWAY BED, IN THE SOUTHWEST END
 GC1540'OF THE NORTHWEST CONCRETE ABUTMENT OF THE REMAINS OF A BRIDGE
 GC1540'OVER HURRICANE CREEK.  MARK MAY BE REACHED FROM THE SECTION HOUSES
 GC1540'AT FIFTY-FOUR (NAME OF LOCALITY) BY GOING EAST ALONG A GRAVEL ROAD
 GC1540'AND BEARING RIGHT ALONG THE ROAD PARALLELING THE OLD RAILWAY BED
 GC1540'TO A WOODEN BRIDGE OVER HURRICANE CREEK.  MARK IS ABOUT 330 YARDS
 GC1540'SOUTH OF THE ROAD AN REMAINS OF RAILWAY BRIDGE.
 GC1540
 GC1540                          STATION RECOVERY (1972)
 GC1540
 GC1540'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2394 ***********************************************************************
 FB2394  DESIGNATION -  S 292
 FB2394  PID         -  FB2394
 FB2394  STATE/COUNTY-  TN/BLOUNT
 FB2394  USGS QUAD   -  MARYVILLE (1979)
 FB2394
 FB2394                         *CURRENT SURVEY CONTROL
 FB2394  ___________________________________________________________________
 FB2394* NAD 83(1986)-  35 46 29.     (N)    083 57 19.     (W)     SCALED    
 FB2394* NAVD 88     -       266.555  (meters)     874.52   (feet)  ADJUSTED  
 FB2394  ___________________________________________________________________
 FB2394  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB2394  DYNAMIC HT  -         266.303 (meters)     873.70  (feet)  COMP
 FB2394  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FB2394
 FB2394  VERT ORDER  -  FIRST     CLASS II
 FB2394
 FB2394.The horizontal coordinates were scaled from a topographic map and have
 FB2394.an estimated accuracy of +/- 6 seconds.
 FB2394
 FB2394.The orthometric height was determined by differential leveling
 FB2394.and adjusted by the National Geodetic Survey in June 1991..
 FB2394
 FB2394.The geoid height was determined by GEOID03.
 FB2394
 FB2394.The dynamic height is computed by dividing the NAVD 88
 FB2394.geopotential number by the normal gravity value computed on the
 FB2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2394.degrees latitude (g = 980.6199 gals.).
 FB2394
 FB2394.The modeled gravity was interpolated from observed gravity values.
 FB2394
 FB2394;                    North         East    Units  Estimated Accuracy
 FB2394;SPC TN       -   161,850.      784,860.      MT  (+/- 180 meters Scaled)
 FB2394
 FB2394                          SUPERSEDED SURVEY CONTROL
 FB2394
 FB2394  NGVD 29 (12/12/91)  266.678  (m)          874.93   (f) ADJUSTED    1 2
 FB2394
 FB2394.Superseded values are not recommended for survey control.
 FB2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2394.See file dsdata.txt to determine how the superseded data were derived.
 FB2394
 FB2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV328629(NAD 83)
 FB2394_MARKER: I = METAL ROD
 FB2394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2394_SP_SET: STAINLESS STEEL ROD
 FB2394_STAMPING: S 292 1983
 FB2394_MARK LOGO: NGS   
 FB2394_PROJECTION: FLUSH
 FB2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2394_ROD/PIPE-DEPTH: 11.3 meters
 FB2394
 FB2394  HISTORY     - Date     Condition        Report By
 FB2394  HISTORY     - 1983     MONUMENTED       NGS
 FB2394
 FB2394                          STATION DESCRIPTION
 FB2394
 FB2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2394'IN MARYVILLE.
 FB2394'IN MARYVILLE, ALONG STATE HIGHWAY 33 (EAST BROADWAY AVENUE), AT THE
 FB2394'SOUTH-SOUTHWEST CORNER OF THE POST OFFICE, 17.16 METERS (56.3 FT)
 FB2394'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.53 METERS (8.3 FT)
 FB2394'NORTH-NORTHEAST OF THE NORTH-NORTHEAST CORNER OF THE POST OFFICE,
 FB2394'0.43 METER (1.4 FT) NORTHWEST OF UTILITY POLE 08475 WITH ONE GUY WIRE.
 FB2394'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1517 ***********************************************************************
 EE1517  DESIGNATION -  S 293
 EE1517  PID         -  EE1517
 EE1517  STATE/COUNTY-  TN/HAMILTON
 EE1517  USGS QUAD   -  HOOKER (1982)
 EE1517
 EE1517                         *CURRENT SURVEY CONTROL
 EE1517  ___________________________________________________________________
 EE1517* NAD 83(1986)-  34 58 59.     (N)    085 27 36.     (W)     SCALED    
 EE1517* NAVD 88     -       283.918  (meters)     931.49   (feet)  ADJUSTED  
 EE1517  ___________________________________________________________________
 EE1517  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE1517  DYNAMIC HT  -         283.640 (meters)     930.58  (feet)  COMP
 EE1517  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 EE1517
 EE1517  VERT ORDER  -  FIRST     CLASS II
 EE1517
 EE1517.The horizontal coordinates were scaled from a topographic map and have
 EE1517.an estimated accuracy of +/- 6 seconds.
 EE1517
 EE1517.The orthometric height was determined by differential leveling
 EE1517.and adjusted by the National Geodetic Survey in June 1991..
 EE1517
 EE1517.The geoid height was determined by GEOID03.
 EE1517
 EE1517.The dynamic height is computed by dividing the NAVD 88
 EE1517.geopotential number by the normal gravity value computed on the
 EE1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1517.degrees latitude (g = 980.6199 gals.).
 EE1517
 EE1517.The modeled gravity was interpolated from observed gravity values.
 EE1517
 EE1517;                    North         East    Units  Estimated Accuracy
 EE1517;SPC TN       -    72,220.      649,310.      MT  (+/- 180 meters Scaled)
 EE1517
 EE1517                          SUPERSEDED SURVEY CONTROL
 EE1517
 EE1517.No superseded survey control is available for this station.
 EE1517
 EE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD405722(NAD 83)
 EE1517_MARKER: DB = BENCH MARK DISK
 EE1517_SETTING: 66 = SET IN ROCK OUTCROP
 EE1517_SP_SET: ROCK OUTCROP
 EE1517_STAMPING: S 293 1983
 EE1517_MARK LOGO: NGS   
 EE1517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1517+STABILITY: POSITION/ELEVATION WELL
 EE1517
 EE1517  HISTORY     - Date     Condition        Report By
 EE1517  HISTORY     - 1983     MONUMENTED       NGS
 EE1517
 EE1517                          STATION DESCRIPTION
 EE1517
 EE1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1517'2.7 KM (1.7 MI) WEST FROM HOOKER GA.
 EE1517'2.7 KM (1.7 MI) WESTERLY ALONG GEORGIA HIGHWAY 299 AND TENNESSEE
 EE1517'HIGHWAY 134 FROM THE CHURCH OF CHRIST CHURCH IN HOOKER, GEORGIA, ALSO
 EE1517'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 134 FROM THE
 EE1517'GEORGIA-TENNESSEE STATE LINE, 8.83 METERS (29.0 FT) NORTH-NORTHEAST OF
 EE1517'THE CENTERLINE OF THE HIGHWAY, 40.39 METERS (132.5 FT) EAST-SOUTHEAST
 EE1517'OF THE CENTER OF A GRAVEL ROAD LEADING NORTHEAST, AND ABOUT
 EE1517'20.1 METERS (66.0 FT) SOUTH-SOUTHWEST OF THE SOUTHERNMOST RAIL OF THE
 EE1517'RAILROAD TRACKS (SLOPE DISTANCE).
 EE1517'THE MARK IS 0.7 METERS  ESE FROM A WITNESS POST.
 EE1517'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1656 ***********************************************************************
 FC1656  DESIGNATION -  S 294
 FC1656  PID         -  FC1656
 FC1656  STATE/COUNTY-  TN/BRADLEY
 FC1656  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1656
 FC1656                         *CURRENT SURVEY CONTROL
 FC1656  ___________________________________________________________________
 FC1656* NAD 83(1986)-  35 09 45.     (N)    084 53 00.     (W)     SCALED    
 FC1656* NAVD 88     -       252.025  (meters)     826.85   (feet)  ADJUSTED  
 FC1656  ___________________________________________________________________
 FC1656  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC1656  DYNAMIC HT  -         251.776 (meters)     826.04  (feet)  COMP
 FC1656  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 FC1656
 FC1656  VERT ORDER  -  FIRST     CLASS II
 FC1656
 FC1656.The horizontal coordinates were scaled from a topographic map and have
 FC1656.an estimated accuracy of +/- 6 seconds.
 FC1656
 FC1656.The orthometric height was determined by differential leveling
 FC1656.and adjusted by the National Geodetic Survey in June 1991..
 FC1656
 FC1656.The geoid height was determined by GEOID03.
 FC1656
 FC1656.The dynamic height is computed by dividing the NAVD 88
 FC1656.geopotential number by the normal gravity value computed on the
 FC1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1656.degrees latitude (g = 980.6199 gals.).
 FC1656
 FC1656.The modeled gravity was interpolated from observed gravity values.
 FC1656
 FC1656;                    North         East    Units  Estimated Accuracy
 FC1656;SPC TN       -    92,580.      701,740.      MT  (+/- 180 meters Scaled)
 FC1656
 FC1656                          SUPERSEDED SURVEY CONTROL
 FC1656
 FC1656.No superseded survey control is available for this station.
 FC1656
 FC1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD927931(NAD 83)
 FC1656_MARKER: I = METAL ROD
 FC1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1656_SP_SET: STAINLESS STEEL ROD
 FC1656_STAMPING: S 294 1983
 FC1656_MARK LOGO: NGS   
 FC1656_PROJECTION: FLUSH
 FC1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1656_ROD/PIPE-DEPTH: 4.9  meters
 FC1656
 FC1656  HISTORY     - Date     Condition        Report By
 FC1656  HISTORY     - 1983     MONUMENTED       NGS
 FC1656
 FC1656                          STATION DESCRIPTION
 FC1656
 FC1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1656'0.8 KM (0.5 MI) NW FROM CLEVELAND.
 FC1656'0.2 KM (0.1 MI) SOUTH ALONG NORTHWEST BROAD STREET FROM THE POST
 FC1656'OFFICE IN CLEVELAND (BEHIND THE BRADLEY COUNTY COURTHOUSE), THENCE
 FC1656'0.6 KM (0.4 MI) NORTHWEST ALONG U.S. HIGHWAY 64 (INMAN STREET), SET IN
 FC1656'THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 64 AND 11 BY-PASS,
 FC1656'12.50 METERS (41.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S.
 FC1656'HIGHWAY 64 EASTBOUND (INMAN STREET), 37.20 METERS (122.0 FT) NORTHEAST
 FC1656'OF THE CENTER OF A PAVED ROAD ENTRANCE TO A SHOPPING CENTER,
 FC1656'16.28 METERS (53.4 FT) WEST OF THE SOUTHWEST EDGE OF THE WEST END OF A
 FC1656'CONCRETE GUARDRAIL ON THE SOUTH SIDE OF A SMALL BRIDGE OVER SOUTH
 FC1656'MOUSE CREEK, 11.10 METERS (36.4 FT) SOUTHEAST OF THE CENTERLINE OF
 FC1656'U.S. HIGHWAY 64 AND 11 BY-PASS NORTHBOUND, AND 3.35 METERS (11.0 FT)
 FC1656'SOUTH OF A HIGH TENSION AND TRAFFIC LIGHT SUPPORT POLE.  NOTE, THE ROD
 FC1656'WAS DRIVEN TO REFUSAL.
 FC1656'THE MARK IS 5.0 METERS  NW FROM A WITNESS POST.
 FC1656'THE MARK IS ABOVE LEVEL WITH INMAN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2385 ***********************************************************************
 FB2385  DESIGNATION -  S 295
 FB2385  PID         -  FB2385
 FB2385  STATE/COUNTY-  TN/BLOUNT
 FB2385  USGS QUAD   -  CALDERWOOD (1964)
 FB2385
 FB2385                         *CURRENT SURVEY CONTROL
 FB2385  ___________________________________________________________________
 FB2385* NAD 83(1986)-  35 30 28.     (N)    083 59 08.     (W)     SCALED    
 FB2385* NAVD 88     -       395.156  (meters)    1296.44   (feet)  ADJUSTED  
 FB2385  ___________________________________________________________________
 FB2385  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FB2385  DYNAMIC HT  -         394.772 (meters)    1295.18  (feet)  COMP
 FB2385  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FB2385
 FB2385  VERT ORDER  -  FIRST     CLASS II
 FB2385
 FB2385.The horizontal coordinates were scaled from a topographic map and have
 FB2385.an estimated accuracy of +/- 6 seconds.
 FB2385
 FB2385.The orthometric height was determined by differential leveling
 FB2385.and adjusted by the National Geodetic Survey in June 1991..
 FB2385
 FB2385.The geoid height was determined by GEOID03.
 FB2385
 FB2385.The dynamic height is computed by dividing the NAVD 88
 FB2385.geopotential number by the normal gravity value computed on the
 FB2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2385.degrees latitude (g = 980.6199 gals.).
 FB2385
 FB2385.The modeled gravity was interpolated from observed gravity values.
 FB2385
 FB2385;                    North         East    Units  Estimated Accuracy
 FB2385;SPC TN       -   132,180.      782,730.      MT  (+/- 180 meters Scaled)
 FB2385
 FB2385                          SUPERSEDED SURVEY CONTROL
 FB2385
 FB2385  NGVD 29 (12/12/91)  395.266  (m)         1296.80   (f) ADJUSTED    1 2
 FB2385
 FB2385.Superseded values are not recommended for survey control.
 FB2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2385.See file dsdata.txt to determine how the superseded data were derived.
 FB2385
 FB2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV292334(NAD 83)
 FB2385_MARKER: I = METAL ROD
 FB2385_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FB2385+WITH SETTING: INFORMATION.
 FB2385_SP_SET: SHALLOW SET METAL ROD
 FB2385_STAMPING: S 295 1983
 FB2385_MARK LOGO: NGS   
 FB2385_PROJECTION: FLUSH
 FB2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2385_ROD/PIPE-DEPTH: 2.3  meters
 FB2385
 FB2385  HISTORY     - Date     Condition        Report By
 FB2385  HISTORY     - 1983     MONUMENTED       NGS
 FB2385
 FB2385                          STATION DESCRIPTION
 FB2385
 FB2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2385'14.0 KM (8.7 MI) EAST FROM TALLASSEE.
 FB2385'14.0 KM (8.7 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2385'TALLASSEE TO THE MARK ON THE RIGHT, AND ACROSS THE HIGHWAY FROM A
 FB2385'TRAIL ROAD WITH AN IRON GATE AND UNDER THE MOST SOUTHERLY HIGH POWER
 FB2385'TRANSMISSION LINE OF THREE SETS, 10.00 METERS (32.8 FT) WEST OF THE
 FB2385'CENTERLINE OF THE HIGHWAY, 2.74 METERS (9.0 FT) NORTH OF THE SOUTH END
 FB2385'OF A STEEL GUARDRAIL, 0.67 METER (2.2 FT) SOUTHEAST OF A WOODEN POST
 FB2385'PROJECTING 0.76 METER (2.5 FT).  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 FB2385'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.3 METERS.
 FB2385'THE MARK IS 0.29 METERS  SE FROM A WITNESS POST.
 FB2385'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2129 ***********************************************************************
 FE2129  DESIGNATION -  S 297
 FE2129  PID         -  FE2129
 FE2129  STATE/COUNTY-  TN/MCNAIRY
 FE2129  USGS QUAD   -  CHEWALLA (1983)
 FE2129
 FE2129                         *CURRENT SURVEY CONTROL
 FE2129  ___________________________________________________________________
 FE2129* NAD 83(1986)-  35 04 15.     (N)    088 44 01.     (W)     SCALED    
 FE2129* NAVD 88     -       161.242  (meters)     529.01   (feet)  ADJUSTED  
 FE2129  ___________________________________________________________________
 FE2129  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2129  DYNAMIC HT  -         161.089 (meters)     528.51  (feet)  COMP
 FE2129  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FE2129
 FE2129  VERT ORDER  -  FIRST     CLASS II
 FE2129
 FE2129.The horizontal coordinates were scaled from a topographic map and have
 FE2129.an estimated accuracy of +/- 6 seconds.
 FE2129
 FE2129.The orthometric height was determined by differential leveling
 FE2129.and adjusted by the National Geodetic Survey in June 1991..
 FE2129
 FE2129.The geoid height was determined by GEOID03.
 FE2129
 FE2129.The dynamic height is computed by dividing the NAVD 88
 FE2129.geopotential number by the normal gravity value computed on the
 FE2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2129.degrees latitude (g = 980.6199 gals.).
 FE2129
 FE2129.The modeled gravity was interpolated from observed gravity values.
 FE2129
 FE2129;                    North         East    Units  Estimated Accuracy
 FE2129;SPC TN       -    85,310.      350,690.      MT  (+/- 180 meters Scaled)
 FE2129
 FE2129                          SUPERSEDED SURVEY CONTROL
 FE2129
 FE2129.No superseded survey control is available for this station.
 FE2129
 FE2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD419822(NAD 83)
 FE2129_MARKER: I = METAL ROD
 FE2129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2129_SP_SET: STAINLESS STEEL ROD
 FE2129_STAMPING: S 297 1983
 FE2129_MARK LOGO: NGS   
 FE2129_PROJECTION: FLUSH
 FE2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2129+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2129_ROD/PIPE-DEPTH: 9.75 meters
 FE2129
 FE2129  HISTORY     - Date     Condition        Report By
 FE2129  HISTORY     - 1983     MONUMENTED       NGS
 FE2129  HISTORY     - 20020918 GOOD             USACE
 FE2129
 FE2129                          STATION DESCRIPTION
 FE2129
 FE2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2129'11.3 KM (7.0 MI) WEST FROM RAMER.
 FE2129'11.3 KM (7.0 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2129'RAMER, TO THE MARK ON THE RIGHT, ALSO 7.9 KM (4.9 MI) EAST ALONG STATE
 FE2129'HIGHWAY 57 FROM THE POST OFFICE IN POCAHONTAS, 14.48 METERS (47.5 FT)
 FE2129'NORTH OF THE CENTERLINE OF THE HIGHWAY, 36.21 METERS (118.8 FT)
 FE2129'WEST-NORTHWEST OF A 2 FOOT DIAMETER CONCRETE CULVERT UNDER THE
 FE2129'HIGHWAY, 6.16 METERS (20.2 FT) NORTH OF A GUY WIRE ANCHOR FOR A
 FE2129'POWERLINE POLE, AND 0.91 METER (3.0 FT) EAST OF A POWERLINE POLE WITH
 FE2129'A GUY WIRE.
 FE2129'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2129'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2129
 FE2129                          STATION RECOVERY (2002)
 FE2129
 FE2129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2155 ***********************************************************************
 FE2155  DESIGNATION -  S 298
 FE2155  PID         -  FE2155
 FE2155  STATE/COUNTY-  TN/HARDEMAN
 FE2155  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2155
 FE2155                         *CURRENT SURVEY CONTROL
 FE2155  ___________________________________________________________________
 FE2155* NAD 83(1986)-  35 03 03.     (N)    089 09 06.     (W)     SCALED    
 FE2155* NAVD 88     -       170.463  (meters)     559.26   (feet)  ADJUSTED  
 FE2155  ___________________________________________________________________
 FE2155  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE2155  DYNAMIC HT  -         170.301 (meters)     558.73  (feet)  COMP
 FE2155  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FE2155
 FE2155  VERT ORDER  -  FIRST     CLASS II
 FE2155
 FE2155.The horizontal coordinates were scaled from a topographic map and have
 FE2155.an estimated accuracy of +/- 6 seconds.
 FE2155
 FE2155.The orthometric height was determined by differential leveling
 FE2155.and adjusted by the National Geodetic Survey in June 1991..
 FE2155
 FE2155.The geoid height was determined by GEOID03.
 FE2155
 FE2155.The dynamic height is computed by dividing the NAVD 88
 FE2155.geopotential number by the normal gravity value computed on the
 FE2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2155.degrees latitude (g = 980.6199 gals.).
 FE2155
 FE2155.The modeled gravity was interpolated from observed gravity values.
 FE2155
 FE2155;                    North         East    Units  Estimated Accuracy
 FE2155;SPC TN       -    84,240.      312,510.      MT  (+/- 180 meters Scaled)
 FE2155
 FE2155                          SUPERSEDED SURVEY CONTROL
 FE2155
 FE2155.No superseded survey control is available for this station.
 FE2155
 FE2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD037807(NAD 83)
 FE2155_MARKER: I = METAL ROD
 FE2155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2155_SP_SET: STAINLESS STEEL ROD
 FE2155_STAMPING: S 298 1983
 FE2155_MARK LOGO: NGS   
 FE2155_PROJECTION: FLUSH
 FE2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2155_ROD/PIPE-DEPTH: 9.75 meters
 FE2155
 FE2155  HISTORY     - Date     Condition        Report By
 FE2155  HISTORY     - 1983     MONUMENTED       NGS
 FE2155  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE2155
 FE2155                          STATION DESCRIPTION
 FE2155
 FE2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2155'5.5 KM (3.4 MI) WEST FROM SAULSBURY.
 FE2155'5.5 KM (3.4 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2155'SAULSBURY TO THE ZION TEMPLE CHURCH OF GOD AND THE MARK ON THE RIGHT,
 FE2155'0.1 KM (0.05 MI) EAST ALONG CHARLESTON ROAD FROM THE POST OFFICE IN
 FE2155'GRAND JUNCTION TO THE INTERSECTION OF HARDEMAN STREET, THENCE 0.2 KM
 FE2155'(0.1 MI) NORTH TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 3.0 KM
 FE2155'(1.85 MI) EAST TO THE MARK ON THE LEFT, 14.02 METERS (46.0 FT) NORTH
 FE2155'OF THE CENTERLINE OF THE HIGHWAY, 21.43 METERS 70.3 FT) SOUTHEAST OF
 FE2155'THE SOUTHEAST CORNER OF A ONE LEVEL BRICK HOUSE, 19.23 METERS
 FE2155'(63.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 FE2155'15.12 METERS (49.6 FT) EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 FE2155'FOR THE HOUSE, 13.72 METERS (45.0 FT) EAST-NORTHEAST OF A 2 FOOT
 FE2155'DIAMETER CONCRETE CULVERT UNDER THE DRIVEWAY, 4.72 METERS (15.5 FT)
 FE2155'EAST OF THE CHURCH SIGN, AND 0.61 METER (2.0 FT) WEST OF A POWERLINE
 FE2155'POLE.
 FE2155'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2155'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2155
 FE2155                          STATION RECOVERY (2002)
 FE2155
 FE2155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2155'AREA NOW ASPHALT PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2186 ***********************************************************************
 FE2186  DESIGNATION -  S 299
 FE2186  PID         -  FE2186
 FE2186  STATE/COUNTY-  TN/SHELBY
 FE2186  USGS QUAD   -  COLLIERVILLE (1965)
 FE2186
 FE2186                         *CURRENT SURVEY CONTROL
 FE2186  ___________________________________________________________________
 FE2186* NAD 83(1986)-  35 02 45.     (N)    089 41 31.     (W)     SCALED    
 FE2186* NAVD 88     -       107.923  (meters)     354.08   (feet)  ADJUSTED  
 FE2186  ___________________________________________________________________
 FE2186  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE2186  DYNAMIC HT  -         107.822 (meters)     353.75  (feet)  COMP
 FE2186  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FE2186
 FE2186  VERT ORDER  -  FIRST     CLASS II
 FE2186
 FE2186.The horizontal coordinates were scaled from a topographic map and have
 FE2186.an estimated accuracy of +/- 6 seconds.
 FE2186
 FE2186.The orthometric height was determined by differential leveling
 FE2186.and adjusted by the National Geodetic Survey in June 1991..
 FE2186
 FE2186.The geoid height was determined by GEOID03.
 FE2186
 FE2186.The dynamic height is computed by dividing the NAVD 88
 FE2186.geopotential number by the normal gravity value computed on the
 FE2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2186.degrees latitude (g = 980.6199 gals.).
 FE2186
 FE2186.The modeled gravity was interpolated from observed gravity values.
 FE2186
 FE2186;                    North         East    Units  Estimated Accuracy
 FE2186;SPC TN       -    85,410.      263,220.      MT  (+/- 180 meters Scaled)
 FE2186
 FE2186                          SUPERSEDED SURVEY CONTROL
 FE2186
 FE2186.No superseded survey control is available for this station.
 FE2186
 FE2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD544814(NAD 83)
 FE2186_MARKER: I = METAL ROD
 FE2186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2186_SP_SET: STAINLESS STEEL ROD
 FE2186_STAMPING: S 299 1983
 FE2186_MARK LOGO: NGS   
 FE2186_PROJECTION: RECESSED 6 CENTIMETERS
 FE2186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2186_ROD/PIPE-DEPTH: 9.75 meters
 FE2186
 FE2186  HISTORY     - Date     Condition        Report By
 FE2186  HISTORY     - 1983     MONUMENTED       NGS
 FE2186  HISTORY     - 19920114 MARK NOT FOUND   NGS
 FE2186  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE2186
 FE2186                          STATION DESCRIPTION
 FE2186
 FE2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2186'2.7 KM (1.7 MI) WEST FROM COLLIERVILLE.
 FE2186'0.2 KM (0.1 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2186'COLLIERVILLE, THENCE 2.5 KM (1.6 MI) WEST ALONG STATE HIGHWAY 57 TO A
 FE2186'SMALL BRICK BUILDING AND THE MARK ON THE LEFT, 28.65 METERS (94.0 FT)
 FE2186'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.42 METERS (67.0 FT)
 FE2186'SOUTHEAST OF A POWERLINE POLE WITH THREE TRANSFORMERS, 1.71 METERS
 FE2186'(5.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SMALL BRICK BUILDING
 FE2186'(WESTERN BOOT STORE), AND 0.45 METER (1.5 FT) WEST OF A WIRE MESH
 FE2186'FENCE.
 FE2186'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2186
 FE2186                          STATION RECOVERY (1992)
 FE2186
 FE2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2186'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE2186
 FE2186                          STATION RECOVERY (2006)
 FE2186
 FE2186'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2186'AREA AROUND THE MARK HAS BEEN REDEVELOPED INTO A STRIP MALL.  THE MARK
 FE2186'WAS EITHER DESTROYED OR IS NOW LOCATED UNDER THE PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1254 ***********************************************************************
 GC1254  DESIGNATION -  S 3
 GC1254  PID         -  GC1254
 GC1254  STATE/COUNTY-  TN/MONTGOMERY
 GC1254  USGS QUAD   -  CLARKSVILLE (1984)
 GC1254
 GC1254                         *CURRENT SURVEY CONTROL
 GC1254  ___________________________________________________________________
 GC1254* NAD 83(1986)-  36 31 19.     (N)    087 21 38.     (W)     SCALED    
 GC1254* NAVD 88     -       133.884  (meters)     439.25   (feet)  ADJUSTED  
 GC1254  ___________________________________________________________________
 GC1254  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1254  DYNAMIC HT  -         133.772 (meters)     438.88  (feet)  COMP
 GC1254  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GC1254
 GC1254  VERT ORDER  -  FIRST     CLASS II
 GC1254
 GC1254.The horizontal coordinates were scaled from a topographic map and have
 GC1254.an estimated accuracy of +/- 6 seconds.
 GC1254
 GC1254.The orthometric height was determined by differential leveling
 GC1254.and adjusted by the National Geodetic Survey in June 1991..
 GC1254
 GC1254.The geoid height was determined by GEOID03.
 GC1254
 GC1254.The dynamic height is computed by dividing the NAVD 88
 GC1254.geopotential number by the normal gravity value computed on the
 GC1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1254.degrees latitude (g = 980.6199 gals.).
 GC1254
 GC1254.The modeled gravity was interpolated from observed gravity values.
 GC1254
 GC1254;                    North         East    Units  Estimated Accuracy
 GC1254;SPC TN       -   243,680.      478,140.      MT  (+/- 180 meters Scaled)
 GC1254
 GC1254                          SUPERSEDED SURVEY CONTROL
 GC1254
 GC1254  NGVD 29 (??/??/92)  133.950  (m)          439.47   (f) ADJ UNCH    1 2
 GC1254
 GC1254.Superseded values are not recommended for survey control.
 GC1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1254.See file dsdata.txt to determine how the superseded data were derived.
 GC1254
 GC1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF677419(NAD 83)
 GC1254_MARKER: DB = BENCH MARK DISK
 GC1254_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GC1254_STAMPING: S 3 1921 S 3
 GC1254_MARK LOGO: CGS   
 GC1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1254+STABILITY: POSITION/ELEVATION WELL
 GC1254
 GC1254  HISTORY     - Date     Condition        Report By
 GC1254  HISTORY     - 1921     MONUMENTED       CGS
 GC1254  HISTORY     - 1949     GOOD             NGS
 GC1254  HISTORY     - 1957     GOOD             DOD
 GC1254  HISTORY     - 1984     GOOD             NGS
 GC1254
 GC1254                          STATION DESCRIPTION
 GC1254
 GC1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1254'AT CLARKSVILLE.
 GC1254'AT CLARKSVILLE, ABOUT 0.4 MILE SOUTH ALONG THE TENNESSEE CENTRAL
 GC1254'RAILWAY FROM THE STATION, SET IN THE TOP OF THE WEST END OF THE
 GC1254'SOUTH PIER AND SOUTH END OF STEEL BRIDGE NO. H-55.72 OVER THE
 GC1254'LOUISVILLE AND NASHVILLE RAILROAD, 8 FEET WEST OF THE WEST RAIL
 GC1254'AND ABOUT 6 FEET BELOW THE TRACK.
 GC1254
 GC1254                          STATION RECOVERY (1957)
 GC1254
 GC1254'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 GC1254'RECOVERED IN GOOD CONDITION.
 GC1254
 GC1254                          STATION RECOVERY (1984)
 GC1254
 GC1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1254'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1085 ***********************************************************************
 FD1085  DESIGNATION -  S 30
 FD1085  PID         -  FD1085
 FD1085  STATE/COUNTY-  TN/PERRY
 FD1085  USGS QUAD   -  LOBELVILLE (1968)
 FD1085
 FD1085                         *CURRENT SURVEY CONTROL
 FD1085  ___________________________________________________________________
 FD1085* NAD 83(1986)-  35 50 03.     (N)    087 47 55.     (W)     SCALED    
 FD1085* NAVD 88     -       158.585  (meters)     520.29   (feet)  ADJUSTED  
 FD1085  ___________________________________________________________________
 FD1085  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD1085  DYNAMIC HT  -         158.448 (meters)     519.84  (feet)  COMP
 FD1085  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 FD1085
 FD1085  VERT ORDER  -  SECOND    CLASS 0
 FD1085
 FD1085.The horizontal coordinates were scaled from a topographic map and have
 FD1085.an estimated accuracy of +/- 6 seconds.
 FD1085
 FD1085.The orthometric height was determined by differential leveling
 FD1085.and adjusted by the National Geodetic Survey in June 1991..
 FD1085
 FD1085.The geoid height was determined by GEOID03.
 FD1085
 FD1085.The dynamic height is computed by dividing the NAVD 88
 FD1085.geopotential number by the normal gravity value computed on the
 FD1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1085.degrees latitude (g = 980.6199 gals.).
 FD1085
 FD1085.The modeled gravity was interpolated from observed gravity values.
 FD1085
 FD1085;                    North         East    Units  Estimated Accuracy
 FD1085;SPC TN       -   168,010.      437,510.      MT  (+/- 180 meters Scaled)
 FD1085
 FD1085                          SUPERSEDED SURVEY CONTROL
 FD1085
 FD1085  NGVD 29 (??/??/92)  158.613  (m)          520.38   (f) ADJ UNCH    2 0
 FD1085
 FD1085.Superseded values are not recommended for survey control.
 FD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1085.See file dsdata.txt to determine how the superseded data were derived.
 FD1085
 FD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE278658(NAD 83)
 FD1085_MARKER: DB = BENCH MARK DISK
 FD1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1085_STAMPING: S 30 1934
 FD1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1085+STABILITY: SURFACE MOTION
 FD1085
 FD1085  HISTORY     - Date     Condition        Report By
 FD1085  HISTORY     - 1934     MONUMENTED       CGS
 FD1085  HISTORY     - 1973     GOOD             TVA
 FD1085
 FD1085                          STATION DESCRIPTION
 FD1085
 FD1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1085'5.8 MI N FROM LOBELVILLE.
 FD1085'5.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM LOBELVILLE, PERRY
 FD1085'COUNTY, 1.8 MILES NORTH OF THE BRIDGE OVER BUFFALO RIVER, AT
 FD1085'THE TOP OF A HILL, 300 YARDS NORTH OF A SMALL CEMETERY ON THE
 FD1085'WEST SIDE OF THE HIGHWAY, EAST OF THE JUNCTION OF THE OLD ROAD,
 FD1085'24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET EAST
 FD1085'OF A GUY POLE.  A STANDARD DISK, STAMPED S 30 1934 AND SET IN
 FD1085'THE TOP OF A CONCRETE POST.  NOTE-- STATION IS 32.0 FEET EAST
 FD1085'OF GRAVEL ROAD AND 3 1/2 FEET ABOVE ROAD ABOUT 2 FEET EAST OF
 FD1085'N AND S F.L. AND 36 FEET NORTH OF GATE.  2.5 FEET EAST OF TVA
 FD1085'POST AND SIGN.  9.4 FEET N 50 EAST FROM 8 INCH RED OAK 12.2
 FD1085'FEET NORTH 25 EAST FROM 6 INCH TWIN RED OAK.
 FD1085
 FD1085                          STATION RECOVERY (1973)
 FD1085
 FD1085'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1370 ***********************************************************************
 FD1370  DESIGNATION -  S 301
 FD1370  PID         -  FD1370
 FD1370  STATE/COUNTY-  TN/LAWRENCE
 FD1370  USGS QUAD   -  SUMMERTOWN (1976)
 FD1370
 FD1370                         *CURRENT SURVEY CONTROL
 FD1370  ___________________________________________________________________
 FD1370* NAD 83(1986)-  35 26 03.     (N)    087 17 10.     (W)     SCALED    
 FD1370* NAVD 88     -       314.810  (meters)    1032.84   (feet)  ADJUSTED  
 FD1370  ___________________________________________________________________
 FD1370  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1370  DYNAMIC HT  -         314.519 (meters)    1031.88  (feet)  COMP
 FD1370  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FD1370
 FD1370  VERT ORDER  -  FIRST     CLASS II
 FD1370
 FD1370.The horizontal coordinates were scaled from a topographic map and have
 FD1370.an estimated accuracy of +/- 6 seconds.
 FD1370
 FD1370.The orthometric height was determined by differential leveling
 FD1370.and adjusted by the National Geodetic Survey in June 1991..
 FD1370
 FD1370.The geoid height was determined by GEOID03.
 FD1370
 FD1370.The dynamic height is computed by dividing the NAVD 88
 FD1370.geopotential number by the normal gravity value computed on the
 FD1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1370.degrees latitude (g = 980.6199 gals.).
 FD1370
 FD1370.The modeled gravity was interpolated from observed gravity values.
 FD1370
 FD1370;                    North         East    Units  Estimated Accuracy
 FD1370;SPC TN       -   122,900.      483,220.      MT  (+/- 180 meters Scaled)
 FD1370
 FD1370                          SUPERSEDED SURVEY CONTROL
 FD1370
 FD1370.No superseded survey control is available for this station.
 FD1370
 FD1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE740212(NAD 83)
 FD1370_MARKER: I = METAL ROD
 FD1370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1370_SP_SET: STAINLESS STEEL ROD
 FD1370_STAMPING: S 301 1984
 FD1370_MARK LOGO: NGS   
 FD1370_PROJECTION: FLUSH
 FD1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1370_ROD/PIPE-DEPTH: 6.10 meters
 FD1370
 FD1370  HISTORY     - Date     Condition        Report By
 FD1370  HISTORY     - 1984     MONUMENTED       NGS
 FD1370
 FD1370                          STATION DESCRIPTION
 FD1370
 FD1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1370'2.2 KM (1.35 MI) SE FROM SUMMERTOWN.
 FD1370'1.5 KM (0.95 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1370'SUMMERTOWN TO THE JUNCTION OF STATE HIGHWAY 20 NORTH AND SOUTH, THENCE
 FD1370'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 20 SOUTH TO THE MARK ON THE
 FD1370'LEFT, 8.08 METERS (26.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FD1370'8.72 METERS (28.6 FT) SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY TO
 FD1370'A ONE LEVEL BRICK HOUSE, 4.88 METERS (16.0 FT) SOUTH OF A CORNER POST
 FD1370'OF A CHAIN LINK FENCE, AND 1.74 METERS (5.7 FT) NORTH OF A CORNER POST
 FD1370'TO A WIRE FENCE, AND 0.43 METER (1.4 FT) WEST OF A CHAIN LINK FENCE.
 FD1370'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1370'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1961 ***********************************************************************
 GC1961  DESIGNATION -  S 302
 GC1961  PID         -  GC1961
 GC1961  STATE/COUNTY-  TN/WILLIAMSON
 GC1961  USGS QUAD   -  OAK HILL (1968)
 GC1961
 GC1961                         *CURRENT SURVEY CONTROL
 GC1961  ___________________________________________________________________
 GC1961* NAD 83(1986)-  36 00 54.     (N)    086 47 57.     (W)     SCALED    
 GC1961* NAVD 88     -       200.221  (meters)     656.89   (feet)  ADJUSTED  
 GC1961  ___________________________________________________________________
 GC1961  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC1961  DYNAMIC HT  -         200.046 (meters)     656.32  (feet)  COMP
 GC1961  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 GC1961
 GC1961  VERT ORDER  -  FIRST     CLASS II
 GC1961
 GC1961.The horizontal coordinates were scaled from a topographic map and have
 GC1961.an estimated accuracy of +/- 6 seconds.
 GC1961
 GC1961.The orthometric height was determined by differential leveling
 GC1961.and adjusted by the National Geodetic Survey in June 1991..
 GC1961
 GC1961.The geoid height was determined by GEOID03.
 GC1961
 GC1961.The dynamic height is computed by dividing the NAVD 88
 GC1961.geopotential number by the normal gravity value computed on the
 GC1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1961.degrees latitude (g = 980.6199 gals.).
 GC1961
 GC1961.The modeled gravity was interpolated from observed gravity values.
 GC1961
 GC1961;                    North         East    Units  Estimated Accuracy
 GC1961;SPC TN       -   186,870.      527,960.      MT  (+/- 180 meters Scaled)
 GC1961
 GC1961                          SUPERSEDED SURVEY CONTROL
 GC1961
 GC1961.No superseded survey control is available for this station.
 GC1961
 GC1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE180856(NAD 83)
 GC1961_MARKER: DB = BENCH MARK DISK
 GC1961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC1961_SP_SET: ABUTMENT
 GC1961_STAMPING: S 302 1984
 GC1961_MARK LOGO: NGS   
 GC1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1961
 GC1961  HISTORY     - Date     Condition        Report By
 GC1961  HISTORY     - 1984     MONUMENTED       NGS
 GC1961
 GC1961                          STATION DESCRIPTION
 GC1961
 GC1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1961'2.5 KM (1.55 MI) SW FROM BRENTWOOD.
 GC1961'0.25 KM (0.15 MI) WEST ALONG CHURCH STREET FROM THE POST OFFICE IN
 GC1961'BRENTWOOD, THENCE 2.2 KM (1.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 TO
 GC1961'THE MARK, SET IN TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE
 GC1961'OVER LITTLE HARPETH RIVER, 6.55 METERS (21.5 FT) SOUTHEAST OF THE
 GC1961'CENTERLINE OF U.S. HIGHWAY 31 NORTHBOUND, 12.07 METERS (39.6 FT)
 GC1961'NORTHEAST OF THE SOUTHWEST END OF A METAL GUARD RAIL, 1.37 METERS
 GC1961'(4.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, 0.18 METERS
 GC1961'(0.6 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT, AND
 GC1961'2.43 METERS (8.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE SIDEWALK.
 GC1961'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2027 ***********************************************************************
 GC2027  DESIGNATION -  S 303
 GC2027  PID         -  GC2027
 GC2027  STATE/COUNTY-  TN/MONTGOMERY
 GC2027  USGS QUAD   -  CLARKSVILLE (1984)
 GC2027
 GC2027                         *CURRENT SURVEY CONTROL
 GC2027  ___________________________________________________________________
 GC2027* NAD 83(1986)-  36 34 39.     (N)    087 18 04.     (W)     SCALED    
 GC2027* NAVD 88     -       169.904  (meters)     557.43   (feet)  ADJUSTED  
 GC2027  ___________________________________________________________________
 GC2027  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2027  DYNAMIC HT  -         169.764 (meters)     556.97  (feet)  COMP
 GC2027  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 GC2027
 GC2027  VERT ORDER  -  FIRST     CLASS II
 GC2027
 GC2027.The horizontal coordinates were scaled from a topographic map and have
 GC2027.an estimated accuracy of +/- 6 seconds.
 GC2027
 GC2027.The orthometric height was determined by differential leveling
 GC2027.and adjusted by the National Geodetic Survey in June 1991..
 GC2027
 GC2027.The geoid height was determined by GEOID03.
 GC2027
 GC2027.The dynamic height is computed by dividing the NAVD 88
 GC2027.geopotential number by the normal gravity value computed on the
 GC2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2027.degrees latitude (g = 980.6199 gals.).
 GC2027
 GC2027.The modeled gravity was interpolated from observed gravity values.
 GC2027
 GC2027;                    North         East    Units  Estimated Accuracy
 GC2027;SPC TN       -   249,770.      483,550.      MT  (+/- 180 meters Scaled)
 GC2027
 GC2027                          SUPERSEDED SURVEY CONTROL
 GC2027
 GC2027.No superseded survey control is available for this station.
 GC2027
 GC2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF730480(NAD 83)
 GC2027_MARKER: I = METAL ROD
 GC2027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2027_SP_SET: STAINLESS STEEL ROD
 GC2027_STAMPING: S 303 1984
 GC2027_MARK LOGO: NGS   
 GC2027_PROJECTION: RECESSED 5 CENTIMETERS
 GC2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2027_ROD/PIPE-DEPTH: 6.10 meters
 GC2027
 GC2027  HISTORY     - Date     Condition        Report By
 GC2027  HISTORY     - 1984     MONUMENTED       NGS
 GC2027
 GC2027                          STATION DESCRIPTION
 GC2027
 GC2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2027'1.8 KM (1.15 MI) NE FROM ST BETHLEHEM.
 GC2027'1.8 KM (1.15 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2027'IN ST. BETHLEHEM TO THE COMMERCE UNION BANK AND THE MARK ON THE LEFT,
 GC2027'29.72 METERS (97.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC2027'36.24 METERS (118.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 GC2027'BANK, 14.94 METERS (49.0 FT) WEST OF A POWERLINE POLE WITH 2
 GC2027'TRANSFORMERS, 9.81 METERS (32.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 GC2027'OF A METAL SHED (AT PRESENT BUCKS BODY SHOP), AND 1.98 METERS (6.5 FT)
 GC2027'SOUTHEAST OF THE SOUTHEASTERNMOST PINE TREE IN A ROW RUNNING
 GC2027'NORTHWEST-SOUTHEAST.
 GC2027'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1988 ***********************************************************************
 GC1988  DESIGNATION -  S 304
 GC1988  PID         -  GC1988
 GC1988  STATE/COUNTY-  TN/CHEATHAM
 GC1988  USGS QUAD   -  ASHLAND CITY (1987)
 GC1988
 GC1988                         *CURRENT SURVEY CONTROL
 GC1988  ___________________________________________________________________
 GC1988* NAD 83(1986)-  36 18 27.     (N)    087 07 00.     (W)     SCALED    
 GC1988* NAVD 88     -       162.652  (meters)     533.63   (feet)  ADJUSTED  
 GC1988  ___________________________________________________________________
 GC1988  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1988  DYNAMIC HT  -         162.517 (meters)     533.19  (feet)  COMP
 GC1988  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC1988
 GC1988  VERT ORDER  -  FIRST     CLASS II
 GC1988
 GC1988.The horizontal coordinates were scaled from a topographic map and have
 GC1988.an estimated accuracy of +/- 6 seconds.
 GC1988
 GC1988.The orthometric height was determined by differential leveling
 GC1988.and adjusted by the National Geodetic Survey in June 1991..
 GC1988
 GC1988.The geoid height was determined by GEOID03.
 GC1988
 GC1988.The dynamic height is computed by dividing the NAVD 88
 GC1988.geopotential number by the normal gravity value computed on the
 GC1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1988.degrees latitude (g = 980.6199 gals.).
 GC1988
 GC1988.The modeled gravity was interpolated from observed gravity values.
 GC1988
 GC1988;                    North         East    Units  Estimated Accuracy
 GC1988;SPC TN       -   219,610.      499,710.      MT  (+/- 180 meters Scaled)
 GC1988
 GC1988                          SUPERSEDED SURVEY CONTROL
 GC1988
 GC1988.No superseded survey control is available for this station.
 GC1988
 GC1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF895180(NAD 83)
 GC1988_MARKER: DB = BENCH MARK DISK
 GC1988_SETTING: 66 = SET IN ROCK OUTCROP
 GC1988_SP_SET: ROCK OUTCROP
 GC1988_STAMPING: S 304 1984
 GC1988_MARK LOGO: NGS   
 GC1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1988+STABILITY: POSITION/ELEVATION WELL
 GC1988
 GC1988  HISTORY     - Date     Condition        Report By
 GC1988  HISTORY     - 1984     MONUMENTED       NGS
 GC1988
 GC1988                          STATION DESCRIPTION
 GC1988
 GC1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1988'6.4 KM (4.0 MI) NW FROM ASHLAND CITY.
 GC1988'6.4 KM (4.0 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1988'COURTHOUSE IN ASHLAND CITY TO A ROCK CUT AND THE MARK ON THE RIGHT, A
 GC1988'DISK SET IN A ROCK LEDGE WHERE THE ROAD STRAIGHTENS AFTER A LEFT CURVE
 GC1988'AND JUST BEFORE A RIGHT CURVE IN THE ROAD, 0.5 KM (0.3 MI) SOUTHEAST
 GC1988'ALONG HIGHWAY 12 FROM THE SOUTHEAST END OF THE BRIDGE OVER SYCAMORE
 GC1988'CREEK, 6.86 METERS (22.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GC1988'THE MARK IS 1.34 METERS  E FROM A WITNESS POST.
 GC1988'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2015 ***********************************************************************
 GC2015  DESIGNATION -  S 305
 GC2015  PID         -  GC2015
 GC2015  STATE/COUNTY-  TN/MONTGOMERY
 GC2015  USGS QUAD   -  CLARKSVILLE (1984)
 GC2015
 GC2015                         *CURRENT SURVEY CONTROL
 GC2015  ___________________________________________________________________
 GC2015* NAD 83(1986)-  36 30 45.     (N)    087 18 57.     (W)     SCALED    
 GC2015* NAVD 88     -       164.340  (meters)     539.17   (feet)  ADJUSTED  
 GC2015  ___________________________________________________________________
 GC2015  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2015  DYNAMIC HT  -         164.203 (meters)     538.72  (feet)  COMP
 GC2015  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GC2015
 GC2015  VERT ORDER  -  FIRST     CLASS II
 GC2015
 GC2015.The horizontal coordinates were scaled from a topographic map and have
 GC2015.an estimated accuracy of +/- 6 seconds.
 GC2015
 GC2015.The orthometric height was determined by differential leveling
 GC2015.and adjusted by the National Geodetic Survey in June 1991..
 GC2015
 GC2015.The geoid height was determined by GEOID03.
 GC2015
 GC2015.The dynamic height is computed by dividing the NAVD 88
 GC2015.geopotential number by the normal gravity value computed on the
 GC2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2015.degrees latitude (g = 980.6199 gals.).
 GC2015
 GC2015.The modeled gravity was interpolated from observed gravity values.
 GC2015
 GC2015;                    North         East    Units  Estimated Accuracy
 GC2015;SPC TN       -   242,580.      482,130.      MT  (+/- 180 meters Scaled)
 GC2015
 GC2015                          SUPERSEDED SURVEY CONTROL
 GC2015
 GC2015.No superseded survey control is available for this station.
 GC2015
 GC2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF717408(NAD 83)
 GC2015_MARKER: I = METAL ROD
 GC2015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2015_SP_SET: STAINLESS STEEL ROD
 GC2015_STAMPING: S 305 1984
 GC2015_MARK LOGO: NGS   
 GC2015_PROJECTION: FLUSH
 GC2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2015_ROD/PIPE-DEPTH: 5.49 meters
 GC2015
 GC2015  HISTORY     - Date     Condition        Report By
 GC2015  HISTORY     - 1984     MONUMENTED       NGS
 GC2015
 GC2015                          STATION DESCRIPTION
 GC2015
 GC2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2015'IN CLARKSVILLE.
 GC2015'IN CLARKSVILLE, 0.4 KM (0.25 MI) SOUTHWEST ALONG GOLF CLUB LANE FROM
 GC2015'THE JUNCTION OF U.S. ALTERNATE HIGHWAY 41 AT THE MEMORIAL HOSPITAL TO
 GC2015'THE MARK ON THE RIGHT, AT THE INTERSECTION OF GARY HILLS ROAD,
 GC2015'30.48 METERS (100.0 FT) SOUTHWEST OF A BRIDGE OVER RAILROAD TRACK,
 GC2015'23.50 METERS (77.1 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 GC2015'GUARD RAIL ON THE BRIDGE OVER THE RAILROAD, 22.83 METERS (74.9 FT)
 GC2015'NORTHEAST OF THE JUNCTION OF GOLF CLUB LANE AND GARY HILLS DRIVE,
 GC2015'7.71 METERS (25.3 FT) NORTHWEST OF THE CENTER OF GOLF CLUB LANE, AND
 GC2015'0.52 METERS (1.7 FT) SOUTHEAST OF A WIRE FENCE.
 GC2015'THE MARK IS 0.69 METERS  E FROM A WITNESS POST.
 GC2015'THE MARK IS ABOVE LEVEL WITH LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0358 ***********************************************************************
 FD0358  DESIGNATION -  S 32
 FD0358  PID         -  FD0358
 FD0358  STATE/COUNTY-  TN/BEDFORD
 FD0358  USGS QUAD   -  BEDFORD (1981)
 FD0358
 FD0358                         *CURRENT SURVEY CONTROL
 FD0358  ___________________________________________________________________
 FD0358* NAD 83(1986)-  35 28 43.     (N)    086 35 43.     (W)     SCALED    
 FD0358* NAVD 88     -       236.965  (meters)     777.44   (feet)  ADJUSTED  
 FD0358  ___________________________________________________________________
 FD0358  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0358  DYNAMIC HT  -         236.751 (meters)     776.74  (feet)  COMP
 FD0358  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FD0358
 FD0358  VERT ORDER  -  SECOND    CLASS 0
 FD0358
 FD0358.The horizontal coordinates were scaled from a topographic map and have
 FD0358.an estimated accuracy of +/- 6 seconds.
 FD0358
 FD0358.The orthometric height was determined by differential leveling
 FD0358.and adjusted by the National Geodetic Survey in June 1991..
 FD0358
 FD0358.The geoid height was determined by GEOID03.
 FD0358
 FD0358.The dynamic height is computed by dividing the NAVD 88
 FD0358.geopotential number by the normal gravity value computed on the
 FD0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0358.degrees latitude (g = 980.6199 gals.).
 FD0358
 FD0358.The modeled gravity was interpolated from observed gravity values.
 FD0358
 FD0358;                    North         East    Units  Estimated Accuracy
 FD0358;SPC TN       -   127,230.      545,980.      MT  (+/- 180 meters Scaled)
 FD0358
 FD0358                          SUPERSEDED SURVEY CONTROL
 FD0358
 FD0358  NGVD 29 (??/??/92)  236.951  (m)          777.40   (f) ADJ UNCH    2 0
 FD0358
 FD0358.Superseded values are not recommended for survey control.
 FD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0358.See file dsdata.txt to determine how the superseded data were derived.
 FD0358
 FD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE367261(NAD 83)
 FD0358_MARKER: DB = BENCH MARK DISK
 FD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0358_STAMPING: S 32 1934
 FD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0358+STABILITY: SURFACE MOTION
 FD0358
 FD0358  HISTORY     - Date     Condition        Report By
 FD0358  HISTORY     - 1934     MONUMENTED       CGS
 FD0358  HISTORY     - 1934     GOOD             NGS
 FD0358  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0358
 FD0358                          STATION DESCRIPTION
 FD0358
 FD0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0358'6.7 MI E FROM FARMINGTON.
 FD0358'IN BEDFORD COUNTY, 6.7 MILES EAST ALONG STATE HIGHWAY 64 FROM
 FD0358'THE POST OFFICE AT FARMINGTON, MARSHALL COUNTY, AT THE SUMMIT
 FD0358'OF A HILL, 6 FEET SOUTH OF THE PRIVATE GARAGE OF T.N. GIBSON
 FD0358'IN 1934, 12 FEET NORTHWEST OF A FENCE CORNER, AND 15 FEET NORTH
 FD0358'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FD0358'S 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0358
 FD0358                          STATION RECOVERY (2001)
 FD0358
 FD0358'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0358' 
 FD0358' 
 FD0358' 
 FD0358' 
 FD0358' 
 FD0358' 
 FD0358' 
 FD0358' 
 FD0358' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0275 ***********************************************************************
 FD0275  DESIGNATION -  S 33
 FD0275  PID         -  FD0275
 FD0275  STATE/COUNTY-  TN/LINCOLN
 FD0275  USGS QUAD   -  FRANKEWING (1982)
 FD0275
 FD0275                         *CURRENT SURVEY CONTROL
 FD0275  ___________________________________________________________________
 FD0275* NAD 83(1986)-  35 12 07.     (N)    086 46 44.     (W)     SCALED    
 FD0275* NAVD 88     -       250.716  (meters)     822.56   (feet)  ADJUSTED  
 FD0275  ___________________________________________________________________
 FD0275  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0275  DYNAMIC HT  -         250.485 (meters)     821.80  (feet)  COMP
 FD0275  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FD0275
 FD0275  VERT ORDER  -  SECOND    CLASS 0
 FD0275
 FD0275.The horizontal coordinates were scaled from a topographic map and have
 FD0275.an estimated accuracy of +/- 6 seconds.
 FD0275
 FD0275.The orthometric height was determined by differential leveling
 FD0275.and adjusted by the National Geodetic Survey in June 1991..
 FD0275
 FD0275.The geoid height was determined by GEOID03.
 FD0275
 FD0275.The dynamic height is computed by dividing the NAVD 88
 FD0275.geopotential number by the normal gravity value computed on the
 FD0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0275.degrees latitude (g = 980.6199 gals.).
 FD0275
 FD0275.The modeled gravity was interpolated from observed gravity values.
 FD0275
 FD0275;                    North         East    Units  Estimated Accuracy
 FD0275;SPC TN       -    96,660.      529,070.      MT  (+/- 180 meters Scaled)
 FD0275
 FD0275                          SUPERSEDED SURVEY CONTROL
 FD0275
 FD0275  NGVD 29 (??/??/92)  250.693  (m)          822.48   (f) ADJ UNCH    2 0
 FD0275
 FD0275.Superseded values are not recommended for survey control.
 FD0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0275.See file dsdata.txt to determine how the superseded data were derived.
 FD0275
 FD0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED201954(NAD 83)
 FD0275_MARKER: DB = BENCH MARK DISK
 FD0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0275_SP_SET: CULVERT
 FD0275_STAMPING: S 33 1934
 FD0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0275
 FD0275  HISTORY     - Date     Condition        Report By
 FD0275  HISTORY     - 1934     MONUMENTED       CGS
 FD0275
 FD0275                          STATION DESCRIPTION
 FD0275
 FD0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0275'4.8 MI E FROM FRANKEWING.
 FD0275'IN LINCOLN COUNTY, 4.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0275'FRANKEWING, GILES COUNTY, 150 FEET EAST OF A ROCK CUT AT THE SUMMIT
 FD0275'OF A HILL, 17 PACES EAST OF AN S-CURVE SIGN, AT A CULVERT, AND
 FD0275'IN THE TOP OF THE HEADWALL.  A STANDARD DISK, STAMPED S 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0263 ***********************************************************************
 FD0263  DESIGNATION -  S 34
 FD0263  PID         -  FD0263
 FD0263  STATE/COUNTY-  TN/COFFEE
 FD0263  USGS QUAD   -  MANCHESTER (1972)
 FD0263
 FD0263                         *CURRENT SURVEY CONTROL
 FD0263  ___________________________________________________________________
 FD0263* NAD 83(1986)-  35 27 53.     (N)    086 04 05.     (W)     SCALED    
 FD0263* NAVD 88     -       326.182  (meters)    1070.15   (feet)  ADJUSTED  
 FD0263  ___________________________________________________________________
 FD0263  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD0263  DYNAMIC HT  -         325.870 (meters)    1069.13  (feet)  COMP
 FD0263  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 FD0263
 FD0263  VERT ORDER  -  SECOND    CLASS 0
 FD0263
 FD0263.The horizontal coordinates were scaled from a topographic map and have
 FD0263.an estimated accuracy of +/- 6 seconds.
 FD0263
 FD0263.The orthometric height was determined by differential leveling
 FD0263.and adjusted by the National Geodetic Survey in June 1991..
 FD0263
 FD0263.The geoid height was determined by GEOID03.
 FD0263
 FD0263.The dynamic height is computed by dividing the NAVD 88
 FD0263.geopotential number by the normal gravity value computed on the
 FD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0263.degrees latitude (g = 980.6199 gals.).
 FD0263
 FD0263.The modeled gravity was interpolated from observed gravity values.
 FD0263
 FD0263;                    North         East    Units  Estimated Accuracy
 FD0263;SPC TN       -   125,530.      593,820.      MT  (+/- 180 meters Scaled)
 FD0263
 FD0263                          SUPERSEDED SURVEY CONTROL
 FD0263
 FD0263  NGVD 29 (??/??/92)  326.173  (m)         1070.12   (f) ADJ UNCH    2 0
 FD0263
 FD0263.Superseded values are not recommended for survey control.
 FD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0263.See file dsdata.txt to determine how the superseded data were derived.
 FD0263
 FD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE845249(NAD 83)
 FD0263_MARKER: DB = BENCH MARK DISK
 FD0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0263_STAMPING: S 34 1934
 FD0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0263+STABILITY: SURFACE MOTION
 FD0263
 FD0263  HISTORY     - Date     Condition        Report By
 FD0263  HISTORY     - 1934     MONUMENTED       CGS
 FD0263  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0263
 FD0263                          STATION DESCRIPTION
 FD0263
 FD0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0263'1.5 MI SE FROM MANCHESTER.
 FD0263'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM MANCHESTER, COFFEE
 FD0263'COUNTY, 75 FEET SOUTH OF THE W.R. WEST HOME, 45 FEET NORTHEAST
 FD0263'OF THE HIGHWAY, 20 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET
 FD0263'SOUTH OF THE YARD FENCE.  A STANDARD DISK, STAMPED S 34 1934
 FD0263'AND SET IN THE TOP OF A CONCRETE POST.
 FD0263
 FD0263                          STATION RECOVERY (1972)
 FD0263
 FD0263'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0415 ***********************************************************************
 FE0415  DESIGNATION -  S 35
 FE0415  PID         -  FE0415
 FE0415  STATE/COUNTY-  TN/MCNAIRY
 FE0415  USGS QUAD   -  STANTONVILLE (1992)
 FE0415
 FE0415                         *CURRENT SURVEY CONTROL
 FE0415  ___________________________________________________________________
 FE0415* NAD 83(1986)-  35 14 08.     (N)    088 23 29.     (W)     SCALED    
 FE0415* NAVD 88     -       157.770  (meters)     517.62   (feet)  ADJUSTED  
 FE0415  ___________________________________________________________________
 FE0415  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0415  DYNAMIC HT  -         157.626 (meters)     517.14  (feet)  COMP
 FE0415  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 FE0415
 FE0415  VERT ORDER  -  FIRST     CLASS II
 FE0415
 FE0415.The horizontal coordinates were scaled from a topographic map and have
 FE0415.an estimated accuracy of +/- 6 seconds.
 FE0415
 FE0415.The orthometric height was determined by differential leveling
 FE0415.and adjusted by the National Geodetic Survey in June 1991..
 FE0415
 FE0415.The geoid height was determined by GEOID03.
 FE0415
 FE0415.The dynamic height is computed by dividing the NAVD 88
 FE0415.geopotential number by the normal gravity value computed on the
 FE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0415.degrees latitude (g = 980.6199 gals.).
 FE0415
 FE0415.The modeled gravity was interpolated from observed gravity values.
 FE0415
 FE0415;                    North         East    Units  Estimated Accuracy
 FE0415;SPC TN       -   102,760.      382,340.      MT  (+/- 180 meters Scaled)
 FE0415
 FE0415                          SUPERSEDED SURVEY CONTROL
 FE0415
 FE0415  NGVD 29 (??/??/??)  157.774  (m)          517.63   (f) ADJUSTED    1 2
 FE0415
 FE0415.Superseded values are not recommended for survey control.
 FE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0415.See file dsdata.txt to determine how the superseded data were derived.
 FE0415
 FE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE733000(NAD 83)
 FE0415_MARKER: DB = BENCH MARK DISK
 FE0415_SETTING: 0 = UNSPECIFIED SETTING
 FE0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0415
 FE0415  HISTORY     - Date     Condition        Report By
 FE0415  HISTORY     - 1934     MONUMENTED       CGS
 FE0415  HISTORY     - 1934     GOOD             CGS
 FE0415
 FE0415                          STATION DESCRIPTION
 FE0415
 FE0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE0415'IN ADAMSVILLE.
 FE0415'IN TOWN ON HIGHWAY 64, 30 FT NORTH OF ROAD, 35 FT S/W OF DANCERS
 FE0415'CAFE, IN SOUTH EAST CORNER OF HUGH YANCYS YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0416 ***********************************************************************
 FE0416  DESIGNATION -  S 35 RESET
 FE0416  PID         -  FE0416
 FE0416  STATE/COUNTY-  TN/MCNAIRY
 FE0416  USGS QUAD   -  STANTONVILLE (1992)
 FE0416
 FE0416                         *CURRENT SURVEY CONTROL
 FE0416  ___________________________________________________________________
 FE0416* NAD 83(1986)-  35 14 09.     (N)    088 23 29.     (W)     SCALED    
 FE0416* NAVD 88     -       157.703  (meters)     517.40   (feet)  ADJUSTED  
 FE0416  ___________________________________________________________________
 FE0416  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0416  DYNAMIC HT  -         157.560 (meters)     516.93  (feet)  COMP
 FE0416  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 FE0416
 FE0416  VERT ORDER  -  SECOND    CLASS 0
 FE0416
 FE0416.The horizontal coordinates were scaled from a topographic map and have
 FE0416.an estimated accuracy of +/- 6 seconds.
 FE0416
 FE0416.The orthometric height was determined by differential leveling
 FE0416.and adjusted by the National Geodetic Survey in June 1991..
 FE0416
 FE0416.The geoid height was determined by GEOID03.
 FE0416
 FE0416.The dynamic height is computed by dividing the NAVD 88
 FE0416.geopotential number by the normal gravity value computed on the
 FE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0416.degrees latitude (g = 980.6199 gals.).
 FE0416
 FE0416.The modeled gravity was interpolated from observed gravity values.
 FE0416
 FE0416;                    North         East    Units  Estimated Accuracy
 FE0416;SPC TN       -   102,790.      382,340.      MT  (+/- 180 meters Scaled)
 FE0416
 FE0416                          SUPERSEDED SURVEY CONTROL
 FE0416
 FE0416  NGVD 29 (??/??/??)  157.704  (m)          517.40   (f) ADJUSTED    2 0
 FE0416
 FE0416.Superseded values are not recommended for survey control.
 FE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0416.See file dsdata.txt to determine how the superseded data were derived.
 FE0416
 FE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE733000(NAD 83)
 FE0416_MARKER: DB = BENCH MARK DISK
 FE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0416_STAMPING: S 35 1934 RESET 1961
 FE0416_MARK LOGO: CGS   
 FE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0416+STABILITY: SURFACE MOTION
 FE0416
 FE0416  HISTORY     - Date     Condition        Report By
 FE0416  HISTORY     - 1961     MONUMENTED       CGS
 FE0416  HISTORY     - 1962     GOOD             CGS
 FE0416
 FE0416                          STATION DESCRIPTION
 FE0416
 FE0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0416'AT ADAMSVILLE.
 FE0416'AT ADAMSVILLE, MCNAIRY  COUNTY, ON U.S. HIGHWAY 64, AT THE WEST
 FE0416'END OF THE BUSINESS SECTION, AT THE WEST END OF A DIAGONAL-PARKING
 FE0416'AREA, 49.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 140
 FE0416'FEET WEST OF THE INTERSECTION OF STATE ROUTE 22 AND 1 FOOT WEST
 FE0416'OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING.  A STANDARD
 FE0416'DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 FE0416'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1010 ***********************************************************************
 FD1010  DESIGNATION -  S 36
 FD1010  PID         -  FD1010
 FD1010  STATE/COUNTY-  TN/WAYNE
 FD1010  USGS QUAD   -  OVILLA (1976)
 FD1010
 FD1010                         *CURRENT SURVEY CONTROL
 FD1010  ___________________________________________________________________
 FD1010* NAD 83(1986)-  35 19 48.     (N)    087 37 17.     (W)     SCALED    
 FD1010* NAVD 88     -       302.846  (meters)     993.59   (feet)  ADJUSTED  
 FD1010  ___________________________________________________________________
 FD1010  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1010  DYNAMIC HT  -         302.560 (meters)     992.65  (feet)  COMP
 FD1010  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 FD1010
 FD1010  VERT ORDER  -  SECOND    CLASS 0
 FD1010
 FD1010.The horizontal coordinates were scaled from a topographic map and have
 FD1010.an estimated accuracy of +/- 6 seconds.
 FD1010
 FD1010.The orthometric height was determined by differential leveling
 FD1010.and adjusted by the National Geodetic Survey in June 1991..
 FD1010
 FD1010.The geoid height was determined by GEOID03.
 FD1010
 FD1010.The dynamic height is computed by dividing the NAVD 88
 FD1010.geopotential number by the normal gravity value computed on the
 FD1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1010.degrees latitude (g = 980.6199 gals.).
 FD1010
 FD1010.The modeled gravity was interpolated from observed gravity values.
 FD1010
 FD1010;                    North         East    Units  Estimated Accuracy
 FD1010;SPC TN       -   111,800.      452,590.      MT  (+/- 180 meters Scaled)
 FD1010
 FD1010                          SUPERSEDED SURVEY CONTROL
 FD1010
 FD1010  NGVD 29 (??/??/92)  302.814  (m)          993.48   (f) ADJ UNCH    2 0
 FD1010
 FD1010.Superseded values are not recommended for survey control.
 FD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1010.See file dsdata.txt to determine how the superseded data were derived.
 FD1010
 FD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE435098(NAD 83)
 FD1010_MARKER: DB = BENCH MARK DISK
 FD1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1010_STAMPING: S 36 1934
 FD1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1010+STABILITY: SURFACE MOTION
 FD1010
 FD1010  HISTORY     - Date     Condition        Report By
 FD1010  HISTORY     - 1934     MONUMENTED       CGS
 FD1010  HISTORY     - 1962     GOOD             NGS
 FD1010
 FD1010                          STATION DESCRIPTION
 FD1010
 FD1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD1010'9.8 MI E FROM WAYNESBORO.
 FD1010'9.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, ABOUT 6
 FD1010'MILES EAST OF NATURAL BRIDGE ROAD, 54 FEET WEST OF THE APPROXIMATE
 FD1010'CENTER OF DOG CREEK ROAD, 51 FEET NORTH OF THE APPROXIMATE CENTER
 FD1010'OF U.S. HIGHWAY 64, 44 FEET EAST OF A 24-INCH OAK TREE, AND 2.0
 FD1010'FEET EAST OF A METAL WITNESS POST AND TVA SIGN.  A STANDARD DISK
 FD1010'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1360 ***********************************************************************
 FC1360  CBN         -  This is a Cooperative Base Network Control Station.
 FC1360  DESIGNATION -  S 37
 FC1360  PID         -  FC1360
 FC1360  STATE/COUNTY-  TN/GRUNDY
 FC1360  USGS QUAD   -  ALTO (1947)
 FC1360
 FC1360                         *CURRENT SURVEY CONTROL
 FC1360  ___________________________________________________________________
 FC1360* NAD 83(1995)-  35 18 07.65041(N)    085 52 30.84768(W)     ADJUSTED  
 FC1360* NAVD 88     -       313.609  (meters)    1028.90   (feet)  ADJUSTED  
 FC1360  ___________________________________________________________________
 FC1360  X           -     374,845.690 (meters)                     COMP
 FC1360  Y           -  -5,197,862.854 (meters)                     COMP
 FC1360  Z           -   3,665,437.645 (meters)                     COMP
 FC1360  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 FC1360  ELLIP HEIGHT-         284.80  (meters)          (08/03/04) GPS OBS
 FC1360  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1360  DYNAMIC HT  -         313.304 (meters)    1027.90  (feet)  COMP
 FC1360  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FC1360
 FC1360  HORZ ORDER  -  A
 FC1360  VERT ORDER  -  SECOND    CLASS 0
 FC1360  ELLP ORDER  -  FOURTH    CLASS I
 FC1360
 FC1360.The horizontal coordinates were established by GPS observations
 FC1360.and adjusted by the National Geodetic Survey in August 2004..
 FC1360
 FC1360.The orthometric height was determined by differential leveling
 FC1360.and adjusted by the National Geodetic Survey in June 1991..
 FC1360
 FC1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1360
 FC1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1360
 FC1360.The ellipsoidal height was determined by GPS observations
 FC1360.and is referenced to NAD 83.
 FC1360
 FC1360.The geoid height was determined by GEOID03.
 FC1360
 FC1360.The dynamic height is computed by dividing the NAVD 88
 FC1360.geopotential number by the normal gravity value computed on the
 FC1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1360.degrees latitude (g = 980.6199 gals.).
 FC1360
 FC1360.The modeled gravity was interpolated from observed gravity values.
 FC1360
 FC1360;                    North         East     Units Scale Factor Converg.
 FC1360;SPC TN       -   107,494.805   611,347.401   MT  0.99999121   +0 04 23.0
 FC1360;SPC TN       -   352,672.54  2,005,728.93   sFT  0.99999121   +0 04 23.0
 FC1360;UTM  16      - 3,907,128.513   602,260.143   MT  0.99972887   +0 39 00.2
 FC1360
 FC1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1360!SPC TN       -   0.99995530  x   0.99999121  =   0.99994651
 FC1360!UTM  16      -   0.99995530  x   0.99972887  =   0.99968418
 FC1360
 FC1360                          SUPERSEDED SURVEY CONTROL
 FC1360
 FC1360  NAVD 88 (08/03/04)  313.61   (m)         1028.9    (f) LEVELING    3  
 FC1360  NGVD 29 (??/??/92)  313.597  (m)         1028.86   (f) ADJ UNCH    2 0
 FC1360
 FC1360.Superseded values are not recommended for survey control.
 FC1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1360.See file dsdata.txt to determine how the superseded data were derived.
 FC1360
 FC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0226007129(NAD 83)
 FC1360_MARKER: DB = BENCH MARK DISK
 FC1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1360_STAMPING: S 37 1934
 FC1360_MARK LOGO: NONE  
 FC1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1360+STABILITY: SURFACE MOTION
 FC1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1360+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1360
 FC1360  HISTORY     - Date     Condition        Report By
 FC1360  HISTORY     - 1934     MONUMENTED       CGS
 FC1360  HISTORY     - 1962     GOOD             NGS
 FC1360  HISTORY     - 20031010 GOOD             TNDT
 FC1360
 FC1360                          STATION DESCRIPTION
 FC1360
 FC1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1360'0.8 MI SE FROM PELHAM.
 FC1360'FROM THE JUNCTION OF STATE HIGHWAY 50 AND U.S. HIGHWAY 41 IN PELHAM,
 FC1360'GO SOUTHEAST ON U.S. HIGHWAY 41 0.75 TO THE MARK SET AT THE
 FC1360'ENTRANCE TO THE WARRAN CEMETERY, 69.7 FEET SOUTHEAST OF THE NORTHWEST
 FC1360'CORNER OF CEMETERY, 36.1 FEET NORTHWEST OF A POWER LINE POLE, 32.8
 FC1360'FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 41, 17.5 FEET
 FC1360'NORTHWEST OF DRIVEWAY LEADING TO CEMETERY AND 1.1 FEET SOUTHEAST
 FC1360'OF A METAL WITNESS SIGN.  A STANDARD BENCH MARK DISK SET IN THE
 FC1360'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 2 FEET
 FC1360'ABOVE THE LEVEL OF THE HIGHWAY.
 FC1360
 FC1360                          STATION RECOVERY (2003)
 FC1360
 FC1360'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1360'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1294 ***********************************************************************
 FC1294  DESIGNATION -  S 38
 FC1294  PID         -  FC1294
 FC1294  STATE/COUNTY-  TN/MARION
 FC1294  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1294
 FC1294                         *CURRENT SURVEY CONTROL
 FC1294  ___________________________________________________________________
 FC1294* NAD 83(1986)-  35 00 29.     (N)    085 42 21.     (W)     SCALED    
 FC1294* NAVD 88     -       190.225  (meters)     624.10   (feet)  ADJUSTED  
 FC1294  ___________________________________________________________________
 FC1294  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FC1294  DYNAMIC HT  -         190.039 (meters)     623.49  (feet)  COMP
 FC1294  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC1294
 FC1294  VERT ORDER  -  SECOND    CLASS 0
 FC1294
 FC1294.The horizontal coordinates were scaled from a topographic map and have
 FC1294.an estimated accuracy of +/- 6 seconds.
 FC1294
 FC1294.The orthometric height was determined by differential leveling
 FC1294.and adjusted by the National Geodetic Survey in June 1991..
 FC1294
 FC1294.The geoid height was determined by GEOID03.
 FC1294
 FC1294.The dynamic height is computed by dividing the NAVD 88
 FC1294.geopotential number by the normal gravity value computed on the
 FC1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1294.degrees latitude (g = 980.6199 gals.).
 FC1294
 FC1294.The modeled gravity was interpolated from observed gravity values.
 FC1294
 FC1294;                    North         East    Units  Estimated Accuracy
 FC1294;SPC TN       -    74,900.      626,850.      MT  (+/- 180 meters Scaled)
 FC1294
 FC1294                          SUPERSEDED SURVEY CONTROL
 FC1294
 FC1294  NGVD 29 (??/??/92)  190.229  (m)          624.11   (f) ADJ UNCH    2 0
 FC1294
 FC1294.Superseded values are not recommended for survey control.
 FC1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1294.See file dsdata.txt to determine how the superseded data were derived.
 FC1294
 FC1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD180747(NAD 83)
 FC1294_MARKER: DB = BENCH MARK DISK
 FC1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1294_STAMPING: S 38 1934 624.228
 FC1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1294+STABILITY: SURFACE MOTION
 FC1294
 FC1294  HISTORY     - Date     Condition        Report By
 FC1294  HISTORY     - 1934     MONUMENTED       CGS
 FC1294  HISTORY     - 1950     GOOD             NGS
 FC1294  HISTORY     - 1965     MARK NOT FOUND   USGS
 FC1294
 FC1294                          STATION DESCRIPTION
 FC1294
 FC1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1294'AT SOUTH PITTSBURG.
 FC1294'AT SOUTH PITTSBURG, ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1294'LOUIS RAILWAY, 93 FEET SOUTH AND ACROSS THE TRACK FROM MILE POST
 FC1294'5, 51 FEET NORTHWEST AND ACROSS A SIDE TRACK FROM THE SOUTHWEST
 FC1294'CORNER OF A BUILDING OCCUPIED BY STAR WOLLEN COMPANY, 40 FEET
 FC1294'EAST AND ACROSS THE TRACK FROM A SWITCH STAND TO SIDE TRACK,
 FC1294'17 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 11 FEET
 FC1294'WEST OF A TELEPHONE POLE, 11 FEET SOUTHEAST OF THE SOUTHEAST
 FC1294'RAIL OF THE MAIN TRACK, 1 FOOT NORTHWEST OF A T.V.A. STEEL WITNESS
 FC1294'POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1294'POST ABOUT FLUSH WITH THE GROUND.  NOTE-- POST AND DISK ARE
 FC1294'IN GOOD CONDITION EXCEPT THAT DISK IS CORRODED SO THAT STAMPING
 FC1294'IS HARDLY LEGIBLE.
 FC1294
 FC1294                          STATION RECOVERY (1965)
 FC1294
 FC1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FC1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1125 ***********************************************************************
 FC1125  DESIGNATION -  S 39
 FC1125  PID         -  FC1125
 FC1125  STATE/COUNTY-  TN/SEQUATCHIE
 FC1125  USGS QUAD   -  DAUS (1974)
 FC1125
 FC1125                         *CURRENT SURVEY CONTROL
 FC1125  ___________________________________________________________________
 FC1125* NAD 83(1986)-  35 20 19.     (N)    085 24 52.     (W)     SCALED    
 FC1125* NAVD 88     -       217.152  (meters)     712.44   (feet)  ADJUSTED  
 FC1125  ___________________________________________________________________
 FC1125  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1125  DYNAMIC HT  -         216.943 (meters)     711.75  (feet)  COMP
 FC1125  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 FC1125
 FC1125  VERT ORDER  -  SECOND    CLASS 0
 FC1125
 FC1125.The horizontal coordinates were scaled from a topographic map and have
 FC1125.an estimated accuracy of +/- 6 seconds.
 FC1125
 FC1125.The orthometric height was determined by differential leveling
 FC1125.and adjusted by the National Geodetic Survey in June 1991..
 FC1125
 FC1125.The geoid height was determined by GEOID03.
 FC1125
 FC1125.The dynamic height is computed by dividing the NAVD 88
 FC1125.geopotential number by the normal gravity value computed on the
 FC1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1125.degrees latitude (g = 980.6199 gals.).
 FC1125
 FC1125.The modeled gravity was interpolated from observed gravity values.
 FC1125
 FC1125;                    North         East    Units  Estimated Accuracy
 FC1125;SPC TN       -   111,700.      653,230.      MT  (+/- 180 meters Scaled)
 FC1125
 FC1125                          SUPERSEDED SURVEY CONTROL
 FC1125
 FC1125  NGVD 29 (??/??/92)  217.186  (m)          712.55   (f) ADJ UNCH    2 0
 FC1125
 FC1125.Superseded values are not recommended for survey control.
 FC1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1125.See file dsdata.txt to determine how the superseded data were derived.
 FC1125
 FC1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE440117(NAD 83)
 FC1125_MARKER: DB = BENCH MARK DISK
 FC1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1125_STAMPING: S 39 1934
 FC1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1125+STABILITY: SURFACE MOTION
 FC1125
 FC1125  HISTORY     - Date     Condition        Report By
 FC1125  HISTORY     - 1934     MONUMENTED       CGS
 FC1125
 FC1125                          STATION DESCRIPTION
 FC1125
 FC1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1125'2.7 MI SW FROM DUNLAP.
 FC1125'2.7 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1125'LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY, 20-1/2 POLES
 FC1125'NORTHEAST OF MILEPOST 34, AT A GRADE CROSSING, 15 FEET SOUTH
 FC1125'OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF THE TRACK, AND
 FC1125'2 FEET INSIDE THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 FC1125'STAMPED S 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0717 ***********************************************************************
 GA0717  DESIGNATION -  S 4
 GA0717  PID         -  GA0717
 GA0717  STATE/COUNTY-  TN/HAWKINS
 GA0717  USGS QUAD   -  BUREM (1976)
 GA0717
 GA0717                         *CURRENT SURVEY CONTROL
 GA0717  ___________________________________________________________________
 GA0717* NAD 83(1986)-  36 24 44.     (N)    082 54 34.     (W)     SCALED    
 GA0717* NAVD 88     -       341.891  (meters)    1121.69   (feet)  ADJUSTED  
 GA0717  ___________________________________________________________________
 GA0717  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0717  DYNAMIC HT  -         341.580 (meters)    1120.67  (feet)  COMP
 GA0717  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA0717
 GA0717  VERT ORDER  -  FIRST     CLASS I
 GA0717
 GA0717.The horizontal coordinates were scaled from a topographic map and have
 GA0717.an estimated accuracy of +/- 6 seconds.
 GA0717
 GA0717.The orthometric height was determined by differential leveling
 GA0717.and adjusted by the National Geodetic Survey in June 1991..
 GA0717
 GA0717.The geoid height was determined by GEOID03.
 GA0717
 GA0717.The dynamic height is computed by dividing the NAVD 88
 GA0717.geopotential number by the normal gravity value computed on the
 GA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0717.degrees latitude (g = 980.6199 gals.).
 GA0717
 GA0717.The modeled gravity was interpolated from observed gravity values.
 GA0717
 GA0717;                    North         East    Units  Estimated Accuracy
 GA0717;SPC TN       -   235,030.      877,150.      MT  (+/- 180 meters Scaled)
 GA0717
 GA0717                          SUPERSEDED SURVEY CONTROL
 GA0717
 GA0717  NGVD 29 (??/??/92)  342.043  (m)         1122.19   (f) ADJ UNCH    1 1
 GA0717
 GA0717.Superseded values are not recommended for survey control.
 GA0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0717.See file dsdata.txt to determine how the superseded data were derived.
 GA0717
 GA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA287313(NAD 83)
 GA0717_MARKER: DB = BENCH MARK DISK
 GA0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0717_SP_SET: OVER PASS
 GA0717_STAMPING: S 4 1931 1122.478
 GA0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0717
 GA0717  HISTORY     - Date     Condition        Report By
 GA0717  HISTORY     - 1931     MONUMENTED       CGS
 GA0717  HISTORY     - 1967     GOOD             NGS
 GA0717
 GA0717                          STATION DESCRIPTION
 GA0717
 GA0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0717'0.6 MI E FROM BUREM.
 GA0717'ABOUT 0.65 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA0717'FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD AT
 GA0717'BUREM, 0.15 MILE WEST OF MILEPOST 69, 7 1/2 FEET NORTH OF THE
 GA0717'NORTH RAIL OF THE TRACK, SET IN THE TOP OF THE WEST END OF THE
 GA0717'NORTH CONCRETE HEAD WALL OF A RAILROAD OVERPASS FOR AN ABANDONED
 GA0717'ROAD, 103 YARDS EAST OF THE CENTER OF THE CROSSING OF THE
 GA0717'RAILROAD AND A PAVED ROAD, 1.2 FEET EAST OF A METAL WITNESS
 GA0717'POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1159 ***********************************************************************
 FC1159  DESIGNATION -  S 40
 FC1159  PID         -  FC1159
 FC1159  STATE/COUNTY-  TN/MARION
 FC1159  USGS QUAD   -  KETNER GAP (1976)
 FC1159
 FC1159                         *CURRENT SURVEY CONTROL
 FC1159  ___________________________________________________________________
 FC1159* NAD 83(1986)-  35 11 07.     (N)    085 27 23.     (W)     SCALED    
 FC1159* NAVD 88     -       475.167  (meters)    1558.94   (feet)  ADJUSTED  
 FC1159  ___________________________________________________________________
 FC1159  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1159  DYNAMIC HT  -         474.698 (meters)    1557.40  (feet)  COMP
 FC1159  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 FC1159
 FC1159  VERT ORDER  -  SECOND    CLASS 0
 FC1159
 FC1159.The horizontal coordinates were scaled from a topographic map and have
 FC1159.an estimated accuracy of +/- 6 seconds.
 FC1159
 FC1159.The orthometric height was determined by differential leveling
 FC1159.and adjusted by the National Geodetic Survey in June 1991..
 FC1159
 FC1159.The geoid height was determined by GEOID03.
 FC1159
 FC1159.The dynamic height is computed by dividing the NAVD 88
 FC1159.geopotential number by the normal gravity value computed on the
 FC1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1159.degrees latitude (g = 980.6199 gals.).
 FC1159
 FC1159.The modeled gravity was interpolated from observed gravity values.
 FC1159
 FC1159;                    North         East    Units  Estimated Accuracy
 FC1159;SPC TN       -    94,660.      649,510.      MT  (+/- 180 meters Scaled)
 FC1159
 FC1159                          SUPERSEDED SURVEY CONTROL
 FC1159
 FC1159  NGVD 29 (??/??/92)  475.196  (m)         1559.04   (f) ADJ UNCH    2 0
 FC1159
 FC1159.Superseded values are not recommended for survey control.
 FC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1159.See file dsdata.txt to determine how the superseded data were derived.
 FC1159
 FC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD405946(NAD 83)
 FC1159_MARKER: DB = BENCH MARK DISK
 FC1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1159_STAMPING: S 40 1934
 FC1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1159+STABILITY: SURFACE MOTION
 FC1159
 FC1159  HISTORY     - Date     Condition        Report By
 FC1159  HISTORY     - 1934     MONUMENTED       CGS
 FC1159  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1159
 FC1159                          STATION DESCRIPTION
 FC1159
 FC1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1159'16 MI W FROM CHATTANOOGA.
 FC1159'IN MARION COUNTY, 16.0 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1159'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1159'HAMILTON COUNTY, ON THE WEST SLOPE OF SIGNAL MOUNTAIN, 50 FEET
 FC1159'NORTHWEST OF A CURVE SIGN, AND 40 FEET NORTH OF THE CENTERLINE
 FC1159'OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 40 1934 AND SET
 FC1159'IN THE TOP OF A CONCRETE POST.
 FC1159
 FC1159                          STATION RECOVERY (1972)
 FC1159
 FC1159'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1726 ***********************************************************************
 FB1726  DESIGNATION -  S 41
 FB1726  PID         -  FB1726
 FB1726  STATE/COUNTY-  TN/KNOX
 FB1726  USGS QUAD   -  SHOOKS GAP (1987)
 FB1726
 FB1726                         *CURRENT SURVEY CONTROL
 FB1726  ___________________________________________________________________
 FB1726* NAD 83(1986)-  35 54 22.     (N)    083 51 13.     (W)     SCALED    
 FB1726* NAVD 88     -       282.844  (meters)     927.96   (feet)  ADJUSTED  
 FB1726  ___________________________________________________________________
 FB1726  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB1726  DYNAMIC HT  -         282.582 (meters)     927.10  (feet)  COMP
 FB1726  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 FB1726
 FB1726  VERT ORDER  -  SECOND    CLASS 0
 FB1726
 FB1726.The horizontal coordinates were scaled from a topographic map and have
 FB1726.an estimated accuracy of +/- 6 seconds.
 FB1726
 FB1726.The orthometric height was determined by differential leveling
 FB1726.and adjusted by the National Geodetic Survey in June 1991..
 FB1726
 FB1726.The geoid height was determined by GEOID03.
 FB1726
 FB1726.The dynamic height is computed by dividing the NAVD 88
 FB1726.geopotential number by the normal gravity value computed on the
 FB1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1726.degrees latitude (g = 980.6199 gals.).
 FB1726
 FB1726.The modeled gravity was interpolated from observed gravity values.
 FB1726
 FB1726;                    North         East    Units  Estimated Accuracy
 FB1726;SPC TN       -   176,620.      793,730.      MT  (+/- 180 meters Scaled)
 FB1726
 FB1726                          SUPERSEDED SURVEY CONTROL
 FB1726
 FB1726  NGVD 29 (??/??/92)  282.978  (m)          928.40   (f) ADJ UNCH    2 0
 FB1726
 FB1726.Superseded values are not recommended for survey control.
 FB1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1726.See file dsdata.txt to determine how the superseded data were derived.
 FB1726
 FB1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV424772(NAD 83)
 FB1726_MARKER: DB = BENCH MARK DISK
 FB1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1726_STAMPING: S 41 1934
 FB1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1726+STABILITY: SURFACE MOTION
 FB1726
 FB1726  HISTORY     - Date     Condition        Report By
 FB1726  HISTORY     - 1934     MONUMENTED       CGS
 FB1726  HISTORY     - 1950     GOOD             NGS
 FB1726
 FB1726                          STATION DESCRIPTION
 FB1726
 FB1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1726'7 MI S FROM KNOXVILLE.
 FB1726'7.0 MILES SOUTHEAST ALONG THE TENNESSEE AND NORTH CAROLINA RAILWAY
 FB1726'FROM KNOXVILLE, AT CLEAR SPRINGS CROSSING, 30 FEET SOUTH OF THE
 FB1726'CENTERLINE OF THE TRACK, 20 FEET SOUTHEAST OF THE CENTERLINE
 FB1726'OF A COUNTY ROAD, 10 FEET SOUTH OF A PRIVATE ROAD, AND IN A
 FB1726'FENCE LINE.  A STANDARD DISK, STAMPED S 41 1934 AND SET IN THE
 FB1726'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1030 ***********************************************************************
 FC1030  DESIGNATION -  S 43
 FC1030  PID         -  FC1030
 FC1030  STATE/COUNTY-  TN/BLEDSOE
 FC1030  USGS QUAD   -  SAMPSON (1974)
 FC1030
 FC1030                         *CURRENT SURVEY CONTROL
 FC1030  ___________________________________________________________________
 FC1030* NAD 83(1986)-  35 41 17.     (N)    085 17 46.     (W)     SCALED    
 FC1030* NAVD 88     -       554.168  (meters)    1818.13   (feet)  ADJUSTED  
 FC1030  ___________________________________________________________________
 FC1030  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FC1030  DYNAMIC HT  -         553.637 (meters)    1816.39  (feet)  COMP
 FC1030  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 FC1030
 FC1030  VERT ORDER  -  SECOND    CLASS 0
 FC1030
 FC1030.The horizontal coordinates were scaled from a topographic map and have
 FC1030.an estimated accuracy of +/- 6 seconds.
 FC1030
 FC1030.The orthometric height was determined by differential leveling
 FC1030.and adjusted by the National Geodetic Survey in June 1991..
 FC1030
 FC1030.The geoid height was determined by GEOID03.
 FC1030
 FC1030.The dynamic height is computed by dividing the NAVD 88
 FC1030.geopotential number by the normal gravity value computed on the
 FC1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1030.degrees latitude (g = 980.6199 gals.).
 FC1030
 FC1030.The modeled gravity was interpolated from observed gravity values.
 FC1030
 FC1030;                    North         East    Units  Estimated Accuracy
 FC1030;SPC TN       -   150,530.      663,710.      MT  (+/- 180 meters Scaled)
 FC1030
 FC1030                          SUPERSEDED SURVEY CONTROL
 FC1030
 FC1030  NGVD 29 (??/??/92)  554.209  (m)         1818.27   (f) ADJ UNCH    2 0
 FC1030
 FC1030.Superseded values are not recommended for survey control.
 FC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1030.See file dsdata.txt to determine how the superseded data were derived.
 FC1030
 FC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE541506(NAD 83)
 FC1030_MARKER: DB = BENCH MARK DISK
 FC1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1030_STAMPING: S 43 1934
 FC1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1030+STABILITY: SURFACE MOTION
 FC1030
 FC1030  HISTORY     - Date     Condition        Report By
 FC1030  HISTORY     - 1934     MONUMENTED       CGS
 FC1030  HISTORY     - 1953     GOOD             NGS
 FC1030
 FC1030                          STATION DESCRIPTION
 FC1030
 FC1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1030'11.2 MI NW FROM PIKEVILLE.
 FC1030'11.2 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE,
 FC1030'BLEDSOE COUNTY, 1.7 MILES WEST OF THE SAMPSON GENERAL STORE IN
 FC1030'1934, NEAR THE TOP OF A HILL, 8 FEET NORTH OF A BANK, AND ABOUT
 FC1030'2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 FC1030'S 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0990 ***********************************************************************
 FC0990  DESIGNATION -  S 44
 FC0990  PID         -  FC0990
 FC0990  STATE/COUNTY-  TN/CUMBERLAND
 FC0990  USGS QUAD   -  CROSSVILLE (1982)
 FC0990
 FC0990                         *CURRENT SURVEY CONTROL
 FC0990  ___________________________________________________________________
 FC0990* NAD 83(1986)-  35 56 53.     (N)    085 01 34.     (W)     SCALED    
 FC0990* NAVD 88     -       567.725  (meters)    1862.61   (feet)  ADJUSTED  
 FC0990  ___________________________________________________________________
 FC0990  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC0990  DYNAMIC HT  -         567.196 (meters)    1860.88  (feet)  COMP
 FC0990  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FC0990
 FC0990  VERT ORDER  -  SECOND    CLASS 0
 FC0990
 FC0990.The horizontal coordinates were scaled from a topographic map and have
 FC0990.an estimated accuracy of +/- 6 seconds.
 FC0990
 FC0990.The orthometric height was determined by differential leveling
 FC0990.and adjusted by the National Geodetic Survey in June 1991..
 FC0990
 FC0990.The geoid height was determined by GEOID03.
 FC0990
 FC0990.The dynamic height is computed by dividing the NAVD 88
 FC0990.geopotential number by the normal gravity value computed on the
 FC0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0990.degrees latitude (g = 980.6199 gals.).
 FC0990
 FC0990.The modeled gravity was interpolated from observed gravity values.
 FC0990
 FC0990;                    North         East    Units  Estimated Accuracy
 FC0990;SPC TN       -   179,590.      687,860.      MT  (+/- 180 meters Scaled)
 FC0990
 FC0990                          SUPERSEDED SURVEY CONTROL
 FC0990
 FC0990  NGVD 29 (??/??/92)  567.783  (m)         1862.80   (f) ADJ UNCH    2 0
 FC0990
 FC0990.Superseded values are not recommended for survey control.
 FC0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0990.See file dsdata.txt to determine how the superseded data were derived.
 FC0990
 FC0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE780799(NAD 83)
 FC0990_MARKER: DB = BENCH MARK DISK
 FC0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0990_STAMPING: S 44 1934
 FC0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0990+STABILITY: SURFACE MOTION
 FC0990
 FC0990  HISTORY     - Date     Condition        Report By
 FC0990  HISTORY     - 1934     MONUMENTED       CGS
 FC0990  HISTORY     - 1969     GOOD             NGS
 FC0990
 FC0990                          STATION DESCRIPTION
 FC0990
 FC0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0990'AT CROSSVILLE.
 FC0990'AT CROSSVILLE, CUMBERLAND COUNTY, IN THE COUNTY COURTHOUSE
 FC0990'YARD, 30 FEET WEST OF THE BUILDING, 18 FEET SOUTH OF THE GATE, AND
 FC0990'1 FOOT INSIDE THE YARD FENCE.  A STANDARD DISK, STAMPED S 44
 FC0990'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC0990
 FC0990                          STATION RECOVERY (1969)
 FC0990
 FC0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2301 ***********************************************************************
 GA2301  DESIGNATION -  S 45
 GA2301  PID         -  GA2301
 GA2301  STATE/COUNTY-  TN/GRAINGER
 GA2301  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2301
 GA2301                         *CURRENT SURVEY CONTROL
 GA2301  ___________________________________________________________________
 GA2301* NAD 83(1986)-  36 15 12.     (N)    083 40 11.     (W)     SCALED    
 GA2301* NAVD 88     -       370.181  (meters)    1214.50   (feet)  ADJUSTED  
 GA2301  ___________________________________________________________________
 GA2301  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2301  DYNAMIC HT  -         369.838 (meters)    1213.38  (feet)  COMP
 GA2301  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2301
 GA2301  VERT ORDER  -  SECOND    CLASS 0
 GA2301
 GA2301.The horizontal coordinates were scaled from a topographic map and have
 GA2301.an estimated accuracy of +/- 6 seconds.
 GA2301
 GA2301.The orthometric height was determined by differential leveling
 GA2301.and adjusted by the National Geodetic Survey in June 1991..
 GA2301
 GA2301.The geoid height was determined by GEOID03.
 GA2301
 GA2301.The dynamic height is computed by dividing the NAVD 88
 GA2301.geopotential number by the normal gravity value computed on the
 GA2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2301.degrees latitude (g = 980.6199 gals.).
 GA2301
 GA2301.The modeled gravity was interpolated from observed gravity values.
 GA2301
 GA2301;                    North         East    Units  Estimated Accuracy
 GA2301;SPC TN       -   215,520.      809,410.      MT  (+/- 180 meters Scaled)
 GA2301
 GA2301                          SUPERSEDED SURVEY CONTROL
 GA2301
 GA2301  NGVD 29 (??/??/92)  370.242  (m)         1214.70   (f) ADJ UNCH    2 0
 GA2301
 GA2301.Superseded values are not recommended for survey control.
 GA2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2301.See file dsdata.txt to determine how the superseded data were derived.
 GA2301
 GA2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA601153(NAD 83)
 GA2301_MARKER: DB = BENCH MARK DISK
 GA2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2301_STAMPING: S 45 1934
 GA2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2301+STABILITY: SURFACE MOTION
 GA2301
 GA2301  HISTORY     - Date     Condition        Report By
 GA2301  HISTORY     - 1934     MONUMENTED       CGS
 GA2301  HISTORY     - 1950     GOOD             NGS
 GA2301
 GA2301                          STATION DESCRIPTION
 GA2301
 GA2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2301'AT POWDER SPRINGS.
 GA2301'AT POWDER SPRINGS, GRAINGER COUNTY, ON THE SOUTHERN RAILWAY, AT
 GA2301'THE CROSSING OF A COUNTY ROAD, 34 FEET EAST OF THE CENTER OF THE
 GA2301'CROSSING, 24 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 21.2
 GA2301'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT A FARMHOUSE, 67 FEET WEST
 GA2301'OF THE WEST CORNER POST OF THE PORCH, 21 FEET SOUTHWEST OF A
 GA2301'24-INCH MAPLE TREE, 4.5 FEET NORTHEAST OF A POWER-TRANSMISSION LINE
 GA2301'POLE, AND 1 FOOT SOUTH OF THE WIRE FENCE AROUND THE FARMHOUSE
 GA2301'YARD.  A STANDARD DISK, STAMPED S 45 1934 AND SET IN THE TOP OF
 GA2301'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1736 ***********************************************************************
 FB1736  DESIGNATION -  S 46
 FB1736  PID         -  FB1736
 FB1736  STATE/COUNTY-  TN/SEVIER
 FB1736  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1736
 FB1736                         *CURRENT SURVEY CONTROL
 FB1736  ___________________________________________________________________
 FB1736* NAD 83(1986)-  35 54 29.     (N)    083 35 30.     (W)     SCALED    
 FB1736* NAVD 88     -       270.980  (meters)     889.04   (feet)  ADJUSTED  
 FB1736  ___________________________________________________________________
 FB1736  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1736  DYNAMIC HT  -         270.727 (meters)     888.21  (feet)  COMP
 FB1736  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FB1736
 FB1736  VERT ORDER  -  SECOND    CLASS 0
 FB1736
 FB1736.The horizontal coordinates were scaled from a topographic map and have
 FB1736.an estimated accuracy of +/- 6 seconds.
 FB1736
 FB1736.The orthometric height was determined by differential leveling
 FB1736.and adjusted by the National Geodetic Survey in June 1991..
 FB1736
 FB1736.The geoid height was determined by GEOID03.
 FB1736
 FB1736.The dynamic height is computed by dividing the NAVD 88
 FB1736.geopotential number by the normal gravity value computed on the
 FB1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1736.degrees latitude (g = 980.6199 gals.).
 FB1736
 FB1736.The modeled gravity was interpolated from observed gravity values.
 FB1736
 FB1736;                    North         East    Units  Estimated Accuracy
 FB1736;SPC TN       -   177,390.      817,360.      MT  (+/- 180 meters Scaled)
 FB1736
 FB1736                          SUPERSEDED SURVEY CONTROL
 FB1736
 FB1736  NGVD 29 (??/??/92)  271.119  (m)          889.50   (f) ADJ UNCH    2 0
 FB1736
 FB1736.Superseded values are not recommended for survey control.
 FB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1736.See file dsdata.txt to determine how the superseded data were derived.
 FB1736
 FB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV661768(NAD 83)
 FB1736_MARKER: DB = BENCH MARK DISK
 FB1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1736_SP_SET: CONCRETE HEADWALL
 FB1736_STAMPING: S 46 1934
 FB1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1736
 FB1736  HISTORY     - Date     Condition        Report By
 FB1736  HISTORY     - 1934     MONUMENTED       CGS
 FB1736  HISTORY     - 1949     GOOD             NGS
 FB1736  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1736  HISTORY     - 20020319 GOOD             NGS
 FB1736
 FB1736                          STATION DESCRIPTION
 FB1736
 FB1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1736'3.5 MI NW FROM SEVIERVILLE.
 FB1736'3.5 MILES NORTHWEST ALONG THE SMOKY MOUNTAIN RAILROAD FROM THE
 FB1736'COUNTY COURTHOUSE AT SEVIERVILLE, SEVIER COUNTY, AT EWING, ABOUT
 FB1736'7-1/4 RAILS EAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 FB1736'35, ABOUT 5-1/2 RAILS EAST OF THE SWITCH STAND, AND IN TOP OF
 FB1736'THE SOUTHWEST CORNER OF A CONCRETE HEADWALL.  A STANDARD DISK,
 FB1736'STAMPED S 46 1934.  NOTE-- TVA REPORT-THAT 12 IN X 12 IN TIMBER
 FB1736'SILL COVERS 1/2 OF TABLET.
 FB1736
 FB1736                          STATION RECOVERY (1969)
 FB1736
 FB1736'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1736'MARK NOT FOUND.
 FB1736
 FB1736                          STATION RECOVERY (2002)
 FB1736
 FB1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BES)
 FB1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1172 ***********************************************************************
 FB1172  DESIGNATION -  S 47
 FB1172  PID         -  FB1172
 FB1172  STATE/COUNTY-  TN/COCKE
 FB1172  USGS QUAD   -  NEWPORT (1992)
 FB1172
 FB1172                         *CURRENT SURVEY CONTROL
 FB1172  ___________________________________________________________________
 FB1172* NAD 83(1986)-  35 58 02.     (N)    083 11 04.     (W)     SCALED    
 FB1172* NAVD 88     -       321.385  (meters)    1054.41   (feet)  ADJUSTED  
 FB1172  ___________________________________________________________________
 FB1172  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1172  DYNAMIC HT  -         321.081 (meters)    1053.41  (feet)  COMP
 FB1172  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FB1172
 FB1172  VERT ORDER  -  FIRST     CLASS I
 FB1172
 FB1172.The horizontal coordinates were scaled from a topographic map and have
 FB1172.an estimated accuracy of +/- 6 seconds.
 FB1172
 FB1172.The orthometric height was determined by differential leveling
 FB1172.and adjusted by the National Geodetic Survey in June 1991..
 FB1172
 FB1172.The geoid height was determined by GEOID03.
 FB1172
 FB1172.The dynamic height is computed by dividing the NAVD 88
 FB1172.geopotential number by the normal gravity value computed on the
 FB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1172.degrees latitude (g = 980.6199 gals.).
 FB1172
 FB1172.The modeled gravity was interpolated from observed gravity values.
 FB1172
 FB1172;                    North         East    Units  Estimated Accuracy
 FB1172;SPC TN       -   184,930.      853,920.      MT  (+/- 180 meters Scaled)
 FB1172
 FB1172                          SUPERSEDED SURVEY CONTROL
 FB1172
 FB1172  NGVD 29 (??/??/92)  321.530  (m)         1054.89   (f) ADJ UNCH    1 1
 FB1172
 FB1172.Superseded values are not recommended for survey control.
 FB1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1172.See file dsdata.txt to determine how the superseded data were derived.
 FB1172
 FB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV030825(NAD 83)
 FB1172_MARKER: DB = BENCH MARK DISK
 FB1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1172_SP_SET: BUILDING
 FB1172_STAMPING: S 47 1934
 FB1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1172
 FB1172  HISTORY     - Date     Condition        Report By
 FB1172  HISTORY     - 1934     MONUMENTED       CGS
 FB1172  HISTORY     - 1967     GOOD             NGS
 FB1172
 FB1172                          STATION DESCRIPTION
 FB1172
 FB1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1172'0.1 MI E FROM NEWPORT.
 FB1172'ABOUT 0.1 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1172'FROM THE STATION AT NEWPORT, 128 FEET SOUTH OF THE SOUTH RAIL OF
 FB1172'THE MAIN TRACK, SET VERTICALLY IN THE NORTH FACE AND 1.8 FEET
 FB1172'WEST OF THE NORTHEAST CORNER OF THE COCKE COUNTY COURTHOUSE
 FB1172'BUILDING, 110 FEET SOUTH OF THE CENTERLINE OF EAST MAIN STREET,
 FB1172'87 FEET WEST OF THE CENTERLINE OF COURT AVENUE, AND ABOUT 3 1/2
 FB1172'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0973 ***********************************************************************
 GB0973  DESIGNATION -  S 48
 GB0973  PID         -  GB0973
 GB0973  STATE/COUNTY-  TN/FENTRESS
 GB0973  USGS QUAD   -  BURRVILLE (1979)
 GB0973
 GB0973                         *CURRENT SURVEY CONTROL
 GB0973  ___________________________________________________________________
 GB0973* NAD 83(1986)-  36 21 31.     (N)    084 49 28.     (W)     SCALED    
 GB0973* NAVD 88     -       484.080  (meters)    1588.19   (feet)  ADJUSTED  
 GB0973  ___________________________________________________________________
 GB0973  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0973  DYNAMIC HT  -         483.662 (meters)    1586.81  (feet)  COMP
 GB0973  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GB0973
 GB0973  VERT ORDER  -  SECOND    CLASS 0
 GB0973
 GB0973.The horizontal coordinates were scaled from a topographic map and have
 GB0973.an estimated accuracy of +/- 6 seconds.
 GB0973
 GB0973.The orthometric height was determined by differential leveling
 GB0973.and adjusted by the National Geodetic Survey in June 1991..
 GB0973
 GB0973.The geoid height was determined by GEOID03.
 GB0973
 GB0973.The dynamic height is computed by dividing the NAVD 88
 GB0973.geopotential number by the normal gravity value computed on the
 GB0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0973.degrees latitude (g = 980.6199 gals.).
 GB0973
 GB0973.The modeled gravity was interpolated from observed gravity values.
 GB0973
 GB0973;                    North         East    Units  Estimated Accuracy
 GB0973;SPC TN       -   225,340.      705,510.      MT  (+/- 180 meters Scaled)
 GB0973
 GB0973                          SUPERSEDED SURVEY CONTROL
 GB0973
 GB0973  NGVD 29 (??/??/92)  484.189  (m)         1588.54   (f) ADJ UNCH    2 0
 GB0973
 GB0973.Superseded values are not recommended for survey control.
 GB0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0973.See file dsdata.txt to determine how the superseded data were derived.
 GB0973
 GB0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF952259(NAD 83)
 GB0973_MARKER: DB = BENCH MARK DISK
 GB0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0973_SP_SET: SQUARE CONCRETE MONUMENT
 GB0973_STAMPING: S 48 1934
 GB0973_MARK LOGO: CGS   
 GB0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0973+STABILITY: SURFACE MOTION
 GB0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0973+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 GB0973
 GB0973  HISTORY     - Date     Condition        Report By
 GB0973  HISTORY     - 1934     MONUMENTED       CGS
 GB0973  HISTORY     - 19870112 GOOD             TNDT
 GB0973
 GB0973                          STATION DESCRIPTION
 GB0973
 GB0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0973'3.7 MI E FROM ALLARDT.
 GB0973'3.7 MILES EAST ALONG STATE HIGHWAY 52 FROM ALLARDT, FENTRESS
 GB0973'COUNTY, 360 FEET EAST OF THE JUNCTION OF A SIDE ROAD, AT THE
 GB0973'TIMBERLINE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GB0973'12 FEET FROM THE EDGE OF A BANK, AND ABOUT 1 FOOT HIGHER THAN
 GB0973'THE HIGHWAY.  A STANDARD DISK, STAMPED S 48 1934 AND SET IN
 GB0973'THE TOP OF A CONCRETE POST.
 GB0973
 GB0973                          STATION RECOVERY (1987)
 GB0973
 GB0973'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GB0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0543 ***********************************************************************
 GB0543  DESIGNATION -  S 49
 GB0543  PID         -  GB0543
 GB0543  STATE/COUNTY-  TN/SCOTT
 GB0543  USGS QUAD   -  PIONEER (1979)
 GB0543
 GB0543                         *CURRENT SURVEY CONTROL
 GB0543  ___________________________________________________________________
 GB0543* NAD 83(1986)-  36 22 42.     (N)    084 21 33.     (W)     SCALED    
 GB0543* NAVD 88     -       447.231  (meters)    1467.29   (feet)  ADJUSTED  
 GB0543  ___________________________________________________________________
 GB0543  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0543  DYNAMIC HT  -         446.836 (meters)    1465.99  (feet)  COMP
 GB0543  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 GB0543
 GB0543  VERT ORDER  -  SECOND    CLASS 0
 GB0543
 GB0543.The horizontal coordinates were scaled from a topographic map and have
 GB0543.an estimated accuracy of +/- 6 seconds.
 GB0543
 GB0543.The orthometric height was determined by differential leveling
 GB0543.and adjusted by the National Geodetic Survey in June 1991..
 GB0543
 GB0543.The geoid height was determined by GEOID03.
 GB0543
 GB0543.The dynamic height is computed by dividing the NAVD 88
 GB0543.geopotential number by the normal gravity value computed on the
 GB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0543.degrees latitude (g = 980.6199 gals.).
 GB0543
 GB0543.The modeled gravity was interpolated from observed gravity values.
 GB0543
 GB0543;                    North         East    Units  Estimated Accuracy
 GB0543;SPC TN       -   228,130.      747,230.      MT  (+/- 180 meters Scaled)
 GB0543
 GB0543                          SUPERSEDED SURVEY CONTROL
 GB0543
 GB0543  NGVD 29 (??/??/92)  447.344  (m)         1467.66   (f) ADJ UNCH    2 0
 GB0543
 GB0543.Superseded values are not recommended for survey control.
 GB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0543.See file dsdata.txt to determine how the superseded data were derived.
 GB0543
 GB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF368291(NAD 83)
 GB0543_MARKER: DB = BENCH MARK DISK
 GB0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0543_STAMPING: S 49 1934
 GB0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0543+STABILITY: SURFACE MOTION
 GB0543
 GB0543  HISTORY     - Date     Condition        Report By
 GB0543  HISTORY     - 1934     MONUMENTED       CGS
 GB0543
 GB0543                          STATION DESCRIPTION
 GB0543
 GB0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0543'8.2 MI E FROM HUNTSVILLE.
 GB0543'8.2 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT COUNTY,
 GB0543'200 FEET NORTHEAST OF STRAIT FORKS SCHOOL, 30 FEET SOUTH OF THE
 GB0543'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 GB0543'DISK, STAMPED S 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0590 ***********************************************************************
 GB0590  DESIGNATION -  S 50
 GB0590  PID         -  GB0590
 GB0590  STATE/COUNTY-  TN/CAMPBELL
 GB0590  USGS QUAD   -  JACKSBORO (1991)
 GB0590
 GB0590                         *CURRENT SURVEY CONTROL
 GB0590  ___________________________________________________________________
 GB0590* NAD 83(1986)-  36 19 02.     (N)    084 10 55.     (W)     SCALED    
 GB0590* NAVD 88     -       341.034  (meters)    1118.88   (feet)  ADJUSTED  
 GB0590  ___________________________________________________________________
 GB0590  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0590  DYNAMIC HT  -         340.733 (meters)    1117.89  (feet)  COMP
 GB0590  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 GB0590
 GB0590  VERT ORDER  -  SECOND    CLASS 0
 GB0590
 GB0590.The horizontal coordinates were scaled from a topographic map and have
 GB0590.an estimated accuracy of +/- 6 seconds.
 GB0590
 GB0590.The orthometric height was determined by differential leveling
 GB0590.and adjusted by the National Geodetic Survey in June 1991..
 GB0590
 GB0590.The geoid height was determined by GEOID03.
 GB0590
 GB0590.The dynamic height is computed by dividing the NAVD 88
 GB0590.geopotential number by the normal gravity value computed on the
 GB0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0590.degrees latitude (g = 980.6199 gals.).
 GB0590
 GB0590.The modeled gravity was interpolated from observed gravity values.
 GB0590
 GB0590;                    North         East    Units  Estimated Accuracy
 GB0590;SPC TN       -   221,630.      763,250.      MT  (+/- 180 meters Scaled)
 GB0590
 GB0590                          SUPERSEDED SURVEY CONTROL
 GB0590
 GB0590  NGVD 29 (??/??/92)  341.150  (m)         1119.26   (f) ADJ UNCH    2 0
 GB0590
 GB0590.Superseded values are not recommended for survey control.
 GB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0590.See file dsdata.txt to determine how the superseded data were derived.
 GB0590
 GB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF529228(NAD 83)
 GB0590_MARKER: DB = BENCH MARK DISK
 GB0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0590_STAMPING: S 50 1934
 GB0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0590+STABILITY: SURFACE MOTION
 GB0590
 GB0590  HISTORY     - Date     Condition        Report By
 GB0590  HISTORY     - 1934     MONUMENTED       CGS
 GB0590  HISTORY     - 1949     GOOD             NGS
 GB0590  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0590
 GB0590                          STATION DESCRIPTION
 GB0590
 GB0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0590'0.8 MI S FROM JACKSBORO.
 GB0590'0.8 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0590'FROM JACKSBORO, CAMPBELL COUNTY, 26 FEET EAST OF A GRADE CROSSING,
 GB0590'22 FEET SOUTHEAST OF THE TRACK, AND 1 FOOT SOUTH OF A FENCE.
 GB0590'A STANDARD DISK, STAMPED S 50 1934 AND SET IN THE TOP OF A
 GB0590'CONCRETE POST.  NOTE-- MARK MAY BE COVERED BY R.R. FILL.
 GB0590
 GB0590                          STATION RECOVERY (1973)
 GB0590
 GB0590'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0485 ***********************************************************************
 GB0485  DESIGNATION -  S 51
 GB0485  PID         -  GB0485
 GB0485  STATE/COUNTY-  TN/ANDERSON
 GB0485  USGS QUAD   -  CLINTON (1990)
 GB0485
 GB0485                         *CURRENT SURVEY CONTROL
 GB0485  ___________________________________________________________________
 GB0485* NAD 83(1986)-  36 04 20.     (N)    084 07 58.     (W)     SCALED    
 GB0485* NAVD 88     -       267.690  (meters)     878.25   (feet)  ADJUSTED  
 GB0485  ___________________________________________________________________
 GB0485  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB0485  DYNAMIC HT  -         267.445 (meters)     877.44  (feet)  COMP
 GB0485  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 GB0485
 GB0485  VERT ORDER  -  FIRST     CLASS I
 GB0485
 GB0485.The horizontal coordinates were scaled from a topographic map and have
 GB0485.an estimated accuracy of +/- 6 seconds.
 GB0485
 GB0485.The orthometric height was determined by differential leveling
 GB0485.and adjusted by the National Geodetic Survey in June 1991..
 GB0485
 GB0485.The geoid height was determined by GEOID03.
 GB0485
 GB0485.The dynamic height is computed by dividing the NAVD 88
 GB0485.geopotential number by the normal gravity value computed on the
 GB0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0485.degrees latitude (g = 980.6199 gals.).
 GB0485
 GB0485.The modeled gravity was interpolated from observed gravity values.
 GB0485
 GB0485;                    North         East    Units  Estimated Accuracy
 GB0485;SPC TN       -   194,530.      768,190.      MT  (+/- 180 meters Scaled)
 GB0485
 GB0485                          SUPERSEDED SURVEY CONTROL
 GB0485
 GB0485  NGVD 29 (??/??/92)  267.822  (m)          878.68   (f) ADJ UNCH    1 1
 GB0485
 GB0485.Superseded values are not recommended for survey control.
 GB0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0485.See file dsdata.txt to determine how the superseded data were derived.
 GB0485
 GB0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE582957(NAD 83)
 GB0485_MARKER: DB = BENCH MARK DISK
 GB0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0485_STAMPING: S 51 1934 878.696
 GB0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0485+STABILITY: SURFACE MOTION
 GB0485
 GB0485  HISTORY     - Date     Condition        Report By
 GB0485  HISTORY     - 1934     MONUMENTED       CGS
 GB0485  HISTORY     - 1967     GOOD             NGS
 GB0485
 GB0485                          STATION DESCRIPTION
 GB0485
 GB0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0485'2.3 MI SE FROM CLINTON.
 GB0485'ABOUT 2.3 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0485'STATION AT CLINTON, ABOUT 0.45 MILE SOUTHEAST OF MILEPOST 19,
 GB0485'101 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF LEE ROAD,
 GB0485'92 FEET NORTH OF THE CENTER LINE OF LEE ROAD, 20 FEET EAST OF
 GB0485'THE EAST RAIL, 33 FEET NORTHWEST OF A 40-INCH OAK TREE, 1.4
 GB0485'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 GB0485'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0485'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1211 ***********************************************************************
 FB1211  DESIGNATION -  S 53
 FB1211  PID         -  FB1211
 FB1211  STATE/COUNTY-  TN/SEVIER
 FB1211  USGS QUAD   -  CLINGMANS DOME (1964)
 FB1211
 FB1211                         *CURRENT SURVEY CONTROL
 FB1211  ___________________________________________________________________
 FB1211* NAD 83(1986)-  35 37 27.     (N)    083 25 01.     (W)     SCALED    
 FB1211* NAVD 88     -      1377.653  (meters)    4519.85   (feet)  ADJUSTED  
 FB1211  ___________________________________________________________________
 FB1211  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1211  DYNAMIC HT  -        1376.092 (meters)    4514.73  (feet)  COMP
 FB1211  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 FB1211
 FB1211  VERT ORDER  -  SECOND    CLASS 0
 FB1211
 FB1211.The horizontal coordinates were scaled from a topographic map and have
 FB1211.an estimated accuracy of +/- 6 seconds.
 FB1211
 FB1211.The orthometric height was determined by differential leveling
 FB1211.and adjusted by the National Geodetic Survey in June 1991..
 FB1211
 FB1211.The geoid height was determined by GEOID03.
 FB1211
 FB1211.The dynamic height is computed by dividing the NAVD 88
 FB1211.geopotential number by the normal gravity value computed on the
 FB1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1211.degrees latitude (g = 980.6199 gals.).
 FB1211
 FB1211.The modeled gravity was interpolated from observed gravity values.
 FB1211
 FB1211;                    North         East    Units  Estimated Accuracy
 FB1211;SPC TN       -   146,300.      833,960.      MT  (+/- 180 meters Scaled)
 FB1211
 FB1211                          SUPERSEDED SURVEY CONTROL
 FB1211
 FB1211  NGVD 29 (??/??/92) 1377.664  (m)         4519.89   (f) ADJ UNCH    2 0
 FB1211
 FB1211.Superseded values are not recommended for survey control.
 FB1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1211.See file dsdata.txt to determine how the superseded data were derived.
 FB1211
 FB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV811449(NAD 83)
 FB1211_MARKER: DB = BENCH MARK DISK
 FB1211_SETTING: 80 = SET IN A BOULDER
 FB1211_SP_SET: BOULDER
 FB1211_STAMPING: S 53 1934
 FB1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1211+STABILITY: SURFACE MOTION
 FB1211
 FB1211  HISTORY     - Date     Condition        Report By
 FB1211  HISTORY     - 1934     MONUMENTED       CGS
 FB1211  HISTORY     - 1963     GOOD             USGS
 FB1211  HISTORY     - 20010605 MARK NOT FOUND   NCGS
 FB1211
 FB1211                          STATION DESCRIPTION
 FB1211
 FB1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FB1211'13.4 MI SE FROM GATLINBURG.
 FB1211'13.4 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1211'SEVIER COUNTY, AT THE STONE MASONRY BRIDGE OVER LITTLE PIGEON
 FB1211'RIVER, 50 FEET NORTHEAST OF THE NORTHWEST CORNER, 75 FEET NORTH
 FB1211'OF THE MIDDLE OF THE ARCH, AT THE EAST EDGE OF THE STREAM, AND IN
 FB1211'THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED S 53 1934.
 FB1211
 FB1211                          STATION RECOVERY (1963)
 FB1211
 FB1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1211'RECOVERED IN GOOD CONDITION.
 FB1211
 FB1211                          STATION RECOVERY (2001)
 FB1211
 FB1211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB1211'THE STATION WAS NOT FOUND. DILIGENT SEARCH MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2677 ***********************************************************************
 GA2677  DESIGNATION -  S 54
 GA2677  PID         -  GA2677
 GA2677  STATE/COUNTY-  TN/CLAIBORNE
 GA2677  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2677
 GA2677                         *CURRENT SURVEY CONTROL
 GA2677  ___________________________________________________________________
 GA2677* NAD 83(1986)-  36 35 14.     (N)    083 39 16.     (W)     SCALED    
 GA2677* NAVD 88     -       399.410  (meters)    1310.40   (feet)  ADJUSTED  
 GA2677  ___________________________________________________________________
 GA2677  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2677  DYNAMIC HT  -         399.060 (meters)    1309.25  (feet)  COMP
 GA2677  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 GA2677
 GA2677  VERT ORDER  -  SECOND    CLASS 0
 GA2677
 GA2677.The horizontal coordinates were scaled from a topographic map and have
 GA2677.an estimated accuracy of +/- 6 seconds.
 GA2677
 GA2677.The orthometric height was determined by differential leveling
 GA2677.and adjusted by the National Geodetic Survey in June 1991..
 GA2677
 GA2677.The geoid height was determined by GEOID03.
 GA2677
 GA2677.The dynamic height is computed by dividing the NAVD 88
 GA2677.geopotential number by the normal gravity value computed on the
 GA2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2677.degrees latitude (g = 980.6199 gals.).
 GA2677
 GA2677.The modeled gravity was interpolated from observed gravity values.
 GA2677
 GA2677;                    North         East    Units  Estimated Accuracy
 GA2677;SPC TN       -   252,590.      809,890.      MT  (+/- 180 meters Scaled)
 GA2677
 GA2677                          SUPERSEDED SURVEY CONTROL
 GA2677
 GA2677  NGVD 29 (??/??/92)  399.550  (m)         1310.86   (f) ADJ UNCH    2 0
 GA2677
 GA2677.Superseded values are not recommended for survey control.
 GA2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2677.See file dsdata.txt to determine how the superseded data were derived.
 GA2677
 GA2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA625523(NAD 83)
 GA2677_MARKER: DB = BENCH MARK DISK
 GA2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2677_STAMPING: S 54 1934
 GA2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2677+STABILITY: SURFACE MOTION
 GA2677
 GA2677  HISTORY     - Date     Condition        Report By
 GA2677  HISTORY     - 1934     MONUMENTED       CGS
 GA2677  HISTORY     - 1959     MARK NOT FOUND   USGS
 GA2677
 GA2677                          STATION DESCRIPTION
 GA2677
 GA2677'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GA2677'AT HARROGATE.
 GA2677'AT HARROGATE, CLAIBORNE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GA2677'RAILROAD, 20 FEET WEST OF THE STATION, IN THE CORNER OF THE
 GA2677'STATION LAWN, 16 FEET EAST OF THE CENTER OF A ROAD CROSSING,
 GA2677'AND 15 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED S 54
 GA2677'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1564 ***********************************************************************
 GA1564  DESIGNATION -  S 55
 GA1564  PID         -  GA1564
 GA1564  STATE/COUNTY-  TN/HANCOCK
 GA1564  USGS QUAD   -  KYLES FORD (1969)
 GA1564
 GA1564                         *CURRENT SURVEY CONTROL
 GA1564  ___________________________________________________________________
 GA1564* NAD 83(1986)-  36 33 28.     (N)    083 02 19.     (W)     SCALED    
 GA1564* NAVD 88     -       352.590  (meters)    1156.79   (feet)  ADJUSTED  
 GA1564  ___________________________________________________________________
 GA1564  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1564  DYNAMIC HT  -         352.276 (meters)    1155.76  (feet)  COMP
 GA1564  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GA1564
 GA1564  VERT ORDER  -  SECOND    CLASS 0
 GA1564
 GA1564.The horizontal coordinates were scaled from a topographic map and have
 GA1564.an estimated accuracy of +/- 6 seconds.
 GA1564
 GA1564.The orthometric height was determined by differential leveling
 GA1564.and adjusted by the National Geodetic Survey in June 1991..
 GA1564
 GA1564.The geoid height was determined by GEOID03.
 GA1564
 GA1564.The dynamic height is computed by dividing the NAVD 88
 GA1564.geopotential number by the normal gravity value computed on the
 GA1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1564.degrees latitude (g = 980.6199 gals.).
 GA1564
 GA1564.The modeled gravity was interpolated from observed gravity values.
 GA1564
 GA1564;                    North         East    Units  Estimated Accuracy
 GA1564;SPC TN       -   250,820.      865,080.      MT  (+/- 180 meters Scaled)
 GA1564
 GA1564                          SUPERSEDED SURVEY CONTROL
 GA1564
 GA1564  NGVD 29 (??/??/92)  352.745  (m)         1157.30   (f) ADJ UNCH    2 0
 GA1564
 GA1564.Superseded values are not recommended for survey control.
 GA1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1564.See file dsdata.txt to determine how the superseded data were derived.
 GA1564
 GA1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA175477(NAD 83)
 GA1564_MARKER: DB = BENCH MARK DISK
 GA1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1564_STAMPING: S 55 1934
 GA1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1564+STABILITY: SURFACE MOTION
 GA1564
 GA1564  HISTORY     - Date     Condition        Report By
 GA1564  HISTORY     - 1934     MONUMENTED       CGS
 GA1564  HISTORY     - 1935     GOOD             NGS
 GA1564
 GA1564                          STATION DESCRIPTION
 GA1564
 GA1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1564'18 MI N FROM ROGERSVILLE.
 GA1564'IN HANCOCK COUNTY, 18.0 MILES NORTH ALONG STATE HIGHWAY 70
 GA1564'FROM ROGERSVILLE, HAWKINS COUNTY, 0.8 MILE SOUTH OF THE CLINCH
 GA1564'RIVER BRIDGE, AT THE JUNCTION OF MILL CREEK AND CLINCH RIVER,
 GA1564'NEAR THE TOM LEMSON STORE, IN THE SOUTHEAST FENCE CORNER OF
 GA1564'THE FARMYARD AND 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GA1564'A STANDARD DISK, STAMPED S 55 1934 AND SET IN THE TOP OF A
 GA1564'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0649 ***********************************************************************
 GA0649  DESIGNATION -  S 57
 GA0649  PID         -  GA0649
 GA0649  STATE/COUNTY-  TN/SULLIVAN
 GA0649  USGS QUAD   -  BOONE DAM (1968)
 GA0649
 GA0649                         *CURRENT SURVEY CONTROL
 GA0649  ___________________________________________________________________
 GA0649* NAD 83(1986)-  36 29 45.     (N)    082 29 58.     (W)     SCALED    
 GA0649* NAVD 88     -       407.999  (meters)    1338.58   (feet)  ADJUSTED  
 GA0649  ___________________________________________________________________
 GA0649  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0649  DYNAMIC HT  -         407.624 (meters)    1337.35  (feet)  COMP
 GA0649  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GA0649
 GA0649  VERT ORDER  -  SECOND    CLASS 0
 GA0649
 GA0649.The horizontal coordinates were scaled from a topographic map and have
 GA0649.an estimated accuracy of +/- 6 seconds.
 GA0649
 GA0649.The orthometric height was determined by differential leveling
 GA0649.and adjusted by the National Geodetic Survey in June 1991..
 GA0649
 GA0649.The geoid height was determined by GEOID03.
 GA0649
 GA0649.The dynamic height is computed by dividing the NAVD 88
 GA0649.geopotential number by the normal gravity value computed on the
 GA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0649.degrees latitude (g = 980.6199 gals.).
 GA0649
 GA0649.The modeled gravity was interpolated from observed gravity values.
 GA0649
 GA0649;                    North         East    Units  Estimated Accuracy
 GA0649;SPC TN       -   245,540.      913,570.      MT  (+/- 180 meters Scaled)
 GA0649
 GA0649                          SUPERSEDED SURVEY CONTROL
 GA0649
 GA0649  NGVD 29 (??/??/92)  408.143  (m)         1339.05   (f) ADJ UNCH    2 0
 GA0649
 GA0649.Superseded values are not recommended for survey control.
 GA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0649.See file dsdata.txt to determine how the superseded data were derived.
 GA0649
 GA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA657399(NAD 83)
 GA0649_MARKER: DB = BENCH MARK DISK
 GA0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0649_STAMPING: S 57 1934
 GA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0649+STABILITY: SURFACE MOTION
 GA0649
 GA0649  HISTORY     - Date     Condition        Report By
 GA0649  HISTORY     - 1934     MONUMENTED       CGS
 GA0649
 GA0649                          STATION DESCRIPTION
 GA0649
 GA0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0649'5.4 MI SE FROM KINGSPORT.
 GA0649'5.4 MILES SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GA0649'STATION AT KINGSPORT, SULLIVAN COUNTY, AT MILEAGE 99.5, 4 RAILS
 GA0649'SOUTH OF A ROAD CROSSING, AND 33 FEET SOUTHWEST OF THE WEST RAIL.
 GA0649'A STANDARD DISK, STAMPED S 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0649'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0954 ***********************************************************************
 FZ0954  DESIGNATION -  S 58
 FZ0954  PID         -  FZ0954
 FZ0954  STATE/COUNTY-  TN/JOHNSON
 FZ0954  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0954
 FZ0954                         *CURRENT SURVEY CONTROL
 FZ0954  ___________________________________________________________________
 FZ0954* NAD 83(1986)-  36 26 51.     (N)    081 47 45.     (W)     SCALED    
 FZ0954* NAVD 88     -       714.468  (meters)    2344.05   (feet)  ADJUSTED  
 FZ0954  ___________________________________________________________________
 FZ0954  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0954  DYNAMIC HT  -         713.747 (meters)    2341.68  (feet)  COMP
 FZ0954  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 FZ0954
 FZ0954  VERT ORDER  -  SECOND    CLASS 0
 FZ0954
 FZ0954.The horizontal coordinates were scaled from a topographic map and have
 FZ0954.an estimated accuracy of +/- 6 seconds.
 FZ0954
 FZ0954.The orthometric height was determined by differential leveling
 FZ0954.and adjusted by the National Geodetic Survey in June 1991..
 FZ0954
 FZ0954.The geoid height was determined by GEOID03.
 FZ0954
 FZ0954.The dynamic height is computed by dividing the NAVD 88
 FZ0954.geopotential number by the normal gravity value computed on the
 FZ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0954.degrees latitude (g = 980.6199 gals.).
 FZ0954
 FZ0954.The modeled gravity was interpolated from observed gravity values.
 FZ0954
 FZ0954;                    North         East    Units  Estimated Accuracy
 FZ0954;SPC TN       -   242,670.      976,800.      MT  (+/- 180 meters Scaled)
 FZ0954
 FZ0954                          SUPERSEDED SURVEY CONTROL
 FZ0954
 FZ0954  NGVD 29 (??/??/92)  714.526  (m)         2344.24   (f) ADJ UNCH    2 0
 FZ0954
 FZ0954.Superseded values are not recommended for survey control.
 FZ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0954.See file dsdata.txt to determine how the superseded data were derived.
 FZ0954
 FZ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA286338(NAD 83)
 FZ0954_MARKER: DB = BENCH MARK DISK
 FZ0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0954_STAMPING: 2344.415 S 58 1934
 FZ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0954+STABILITY: SURFACE MOTION
 FZ0954
 FZ0954  HISTORY     - Date     Condition        Report By
 FZ0954  HISTORY     - 1934     MONUMENTED       CGS
 FZ0954
 FZ0954                          STATION DESCRIPTION
 FZ0954
 FZ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0954'AT SHOUNS.
 FZ0954'AT SHOUNS, JOHNSON COUNTY, ON U.S. HIGHWAY 421, 75 YARDS NORTH
 FZ0954'OF A CROSSROAD LEADING TO THE SOUTHERN RAILWAY STATION, ACROSS
 FZ0954'THE HIGHWAY FROM A LARGE BARN, 20 FEET NORTH OF A SHEET-METAL
 FZ0954'GARAGE, AND 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 FZ0954'STANDARD DISK, STAMPED 2344.415 S 58 1934 AND SET IN THE TOP
 FZ0954'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0824 ***********************************************************************
 GD0824  DESIGNATION -  S 59
 GD0824  PID         -  GD0824
 GD0824  STATE/COUNTY-  TN/DYER
 GD0824  USGS QUAD   -  NEWBERN (1983)
 GD0824
 GD0824                         *CURRENT SURVEY CONTROL
 GD0824  ___________________________________________________________________
 GD0824* NAD 83(1986)-  36 01 26.     (N)    089 17 32.     (W)     SCALED    
 GD0824* NAVD 88     -        96.808  (meters)     317.61   (feet)  ADJUSTED  
 GD0824  ___________________________________________________________________
 GD0824  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0824  DYNAMIC HT  -          96.726 (meters)     317.34  (feet)  COMP
 GD0824  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD0824
 GD0824  VERT ORDER  -  SECOND    CLASS 0
 GD0824
 GD0824.The horizontal coordinates were scaled from a topographic map and have
 GD0824.an estimated accuracy of +/- 6 seconds.
 GD0824
 GD0824.The orthometric height was determined by differential leveling
 GD0824.and adjusted by the National Geodetic Survey in June 1991..
 GD0824
 GD0824.The geoid height was determined by GEOID03.
 GD0824
 GD0824.The dynamic height is computed by dividing the NAVD 88
 GD0824.geopotential number by the normal gravity value computed on the
 GD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0824.degrees latitude (g = 980.6199 gals.).
 GD0824
 GD0824.The modeled gravity was interpolated from observed gravity values.
 GD0824
 GD0824;                    North         East    Units  Estimated Accuracy
 GD0824;SPC TN       -   192,560.      303,320.      MT  (+/- 180 meters Scaled)
 GD0824
 GD0824                          SUPERSEDED SURVEY CONTROL
 GD0824
 GD0824  NGVD 29 (??/??/??)   96.770  (m)          317.49   (f) ADJUSTED    2 0
 GD0824
 GD0824.Superseded values are not recommended for survey control.
 GD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0824.See file dsdata.txt to determine how the superseded data were derived.
 GD0824
 GD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE934890(NAD 83)
 GD0824_MARKER: DB = BENCH MARK DISK
 GD0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0824_STAMPING: S 59 1935
 GD0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0824+STABILITY: SURFACE MOTION
 GD0824
 GD0824  HISTORY     - Date     Condition        Report By
 GD0824  HISTORY     - 1935     MONUMENTED       CGS
 GD0824  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0824
 GD0824                          STATION DESCRIPTION
 GD0824
 GD0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0824'0.6 MI W FROM ROELLEN.
 GD0824'0.6 MILE WEST ALONG STATE HIGHWAY 104 FROM THE PRESBYTERIAN
 GD0824'CHURCH AT ROELLEN, DYER COUNTY, AT THE NORTHEAST CORNER OF THE
 GD0824'L.E. TERRY PROPERTY IN 1935, 100 FEET NORTHWEST OF THE J.L. HUDSON
 GD0824'FARMHOUSE IN 1935, AND 45 FEET SOUTH OF THE CENTERLINE OF THE
 GD0824'HIGHWAY.  A STANDARD DISK, STAMPED S 59 1935 AND SET IN THE TOP
 GD0824'OF A CONCRETE POST.  NOTE-- IT IS COVERED BY FILL IN L.E. TERRYS
 GD0824'LAWN.
 GD0824
 GD0824                          STATION RECOVERY (1952)
 GD0824
 GD0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GD0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0154 ***********************************************************************
 FD0154  DESIGNATION -  S 6
 FD0154  PID         -  FD0154
 FD0154  STATE/COUNTY-  TN/FRANKLIN
 FD0154  USGS QUAD   -  TULLAHOMA (1982)
 FD0154
 FD0154                         *CURRENT SURVEY CONTROL
 FD0154  ___________________________________________________________________
 FD0154* NAD 83(1986)-  35 16 13.     (N)    086 07 39.     (W)     SCALED    
 FD0154* NAVD 88     -       288.158  (meters)     945.40   (feet)  ADJUSTED  
 FD0154  ___________________________________________________________________
 FD0154  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0154  DYNAMIC HT  -         287.878 (meters)     944.48  (feet)  COMP
 FD0154  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FD0154
 FD0154  VERT ORDER  -  FIRST     CLASS II
 FD0154
 FD0154.The horizontal coordinates were scaled from a topographic map and have
 FD0154.an estimated accuracy of +/- 6 seconds.
 FD0154
 FD0154.The orthometric height was determined by differential leveling
 FD0154.and adjusted by the National Geodetic Survey in June 1991..
 FD0154
 FD0154.The geoid height was determined by GEOID03.
 FD0154
 FD0154.The dynamic height is computed by dividing the NAVD 88
 FD0154.geopotential number by the normal gravity value computed on the
 FD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0154.degrees latitude (g = 980.6199 gals.).
 FD0154
 FD0154.The modeled gravity was interpolated from observed gravity values.
 FD0154
 FD0154;                    North         East    Units  Estimated Accuracy
 FD0154;SPC TN       -   103,960.      588,400.      MT  (+/- 180 meters Scaled)
 FD0154
 FD0154                          SUPERSEDED SURVEY CONTROL
 FD0154
 FD0154  NGVD 29 (??/??/92)  288.135  (m)          945.32   (f) ADJ UNCH    1 2
 FD0154
 FD0154.Superseded values are not recommended for survey control.
 FD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0154.See file dsdata.txt to determine how the superseded data were derived.
 FD0154
 FD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE793033(NAD 83)
 FD0154_MARKER: DB = BENCH MARK DISK
 FD0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0154_STAMPING: 945.651 S 6 1930
 FD0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0154+STABILITY: SURFACE MOTION
 FD0154
 FD0154  HISTORY     - Date     Condition        Report By
 FD0154  HISTORY     - 1930     MONUMENTED       CGS
 FD0154  HISTORY     - 1943     GOOD             NGS
 FD0154  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0154
 FD0154                          STATION DESCRIPTION
 FD0154
 FD0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0154'AT ESTILL SPRINGS.
 FD0154'AT ESTILL SPRINGS, FRANKLIN COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0154'AND ST. LOUIS RAILWAY, 114.5 FEET SOUTH OF THE STATION, AND
 FD0154'47 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD
 FD0154'DISK, STAMPED 945.651 S 6 1930 AND SET IN THE TOP OF A CONCRETE
 FD0154'POST.
 FD0154
 FD0154                          STATION RECOVERY (1999)
 FD0154
 FD0154'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0154'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0774 ***********************************************************************
 FE0774  DESIGNATION -  S 60 RESET
 FE0774  PID         -  FE0774
 FE0774  STATE/COUNTY-  TN/GIBSON
 FE0774  USGS QUAD   -  TRENTON (1981)
 FE0774
 FE0774                         *CURRENT SURVEY CONTROL
 FE0774  ___________________________________________________________________
 FE0774* NAD 83(1986)-  35 58 52.     (N)    088 57 48.     (W)     SCALED    
 FE0774* NAVD 88     -       103.69   (+/-2cm)     340.2    (feet)  VERTCON   
 FE0774  ___________________________________________________________________
 FE0774  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0774
 FE0774  VERT ORDER  -  THIRD (See Below)
 FE0774
 FE0774.The horizontal coordinates were scaled from a topographic map and have
 FE0774.an estimated accuracy of +/- 6 seconds.
 FE0774
 FE0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0774.The vertical order pertains to the NGVD 29 superseded value.
 FE0774
 FE0774.The geoid height was determined by GEOID03.
 FE0774
 FE0774;                    North         East    Units  Estimated Accuracy
 FE0774;SPC TN       -   186,870.      332,810.      MT  (+/- 180 meters Scaled)
 FE0774
 FE0774                          SUPERSEDED SURVEY CONTROL
 FE0774
 FE0774  NGVD 29 (??/??/??)  103.73   (m)          340.3    (f) RESET       3  
 FE0774
 FE0774.Superseded values are not recommended for survey control.
 FE0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0774.See file dsdata.txt to determine how the superseded data were derived.
 FE0774
 FE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE229836(NAD 83)
 FE0774_MARKER: DD = SURVEY DISK
 FE0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0774_SP_SET: CULVERT
 FE0774_STAMPING: S 60 RESET 1939
 FE0774_MARK LOGO: CGS   
 FE0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0774
 FE0774  HISTORY     - Date     Condition        Report By
 FE0774  HISTORY     - 1939     MONUMENTED       TNHD
 FE0774
 FE0774                          STATION DESCRIPTION
 FE0774
 FE0774'DESCRIBED BY TN HIGHWAY DEPT 1939
 FE0774'0.8 MI W FROM TRENTON.
 FE0774'0.8 MILE WEST ALONG STATE HIGHWAY 104 FROM TRENTON, GIBSON
 FE0774'COUNTY, 60 FEET EAST OF THE SOUTHEAST CORNER OF THE LAWN OF THE
 FE0774'M.R. SEYMOUR FARMHOUSE IN 1939, AND IN THE TOP OF THE WING WALL
 FE0774'OF A CULVERT.  A STANDARD DISK, STAMPED S 60 RESET 1939.
 FE0774'NOTE-- THIS BENCH MARK WAS ESTABLISHED IN THE SUMMER OF 1939 BY
 FE0774'ENGINEERS OF THE TENNESSEE DEPARTMENT OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0894 ***********************************************************************
 FE0894  DESIGNATION -  S 61
 FE0894  PID         -  FE0894
 FE0894  STATE/COUNTY-  TN/HAYWOOD
 FE0894  USGS QUAD   -  DURHAMVILLE (1981)
 FE0894
 FE0894                         *CURRENT SURVEY CONTROL
 FE0894  ___________________________________________________________________
 FE0894* NAD 83(1986)-  35 40 18.     (N)    089 22 48.     (W)     SCALED    
 FE0894* NAVD 88     -       100.680  (meters)     330.31   (feet)  ADJUSTED  
 FE0894  ___________________________________________________________________
 FE0894  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0894  DYNAMIC HT  -         100.593 (meters)     330.03  (feet)  COMP
 FE0894  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 FE0894
 FE0894  VERT ORDER  -  SECOND    CLASS 0
 FE0894
 FE0894.The horizontal coordinates were scaled from a topographic map and have
 FE0894.an estimated accuracy of +/- 6 seconds.
 FE0894
 FE0894.The orthometric height was determined by differential leveling
 FE0894.and adjusted by the National Geodetic Survey in June 1991..
 FE0894
 FE0894.The geoid height was determined by GEOID03.
 FE0894
 FE0894.The dynamic height is computed by dividing the NAVD 88
 FE0894.geopotential number by the normal gravity value computed on the
 FE0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0894.degrees latitude (g = 980.6199 gals.).
 FE0894
 FE0894.The modeled gravity was interpolated from observed gravity values.
 FE0894
 FE0894;                    North         East    Units  Estimated Accuracy
 FE0894;SPC TN       -   153,770.      294,060.      MT  (+/- 180 meters Scaled)
 FE0894
 FE0894                          SUPERSEDED SURVEY CONTROL
 FE0894
 FE0894  NGVD 29 (??/??/??)  100.679  (m)          330.31   (f) ADJUSTED    2 0
 FE0894
 FE0894.Superseded values are not recommended for survey control.
 FE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0894.See file dsdata.txt to determine how the superseded data were derived.
 FE0894
 FE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845501(NAD 83)
 FE0894_MARKER: DB = BENCH MARK DISK
 FE0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0894_STAMPING: S 61 1935
 FE0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0894+STABILITY: SURFACE MOTION
 FE0894
 FE0894  HISTORY     - Date     Condition        Report By
 FE0894  HISTORY     - 1935     MONUMENTED       CGS
 FE0894  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0894
 FE0894                          STATION DESCRIPTION
 FE0894
 FE0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0894'2.4 MI SE FROM NUT BUSH.
 FE0894'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM NUT BUSH, HAYWOOD
 FE0894'COUNTY, ABOUT 100 YARDS EAST OF THE JUNCTION OF A T-ROAD LEADING
 FE0894'SOUTH, 10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND AT
 FE0894'A FENCE.  A STANDARD DISK, STAMPED S 61 1935 AND SET IN THE TOP
 FE0894'OF A CONCRETE POST.
 FE0894
 FE0894                          STATION RECOVERY (2002)
 FE0894
 FE0894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0881 ***********************************************************************
 FE0881  DESIGNATION -  S 63
 FE0881  PID         -  FE0881
 FE0881  STATE/COUNTY-  TN/HAYWOOD
 FE0881  USGS QUAD   -  BROWNSVILLE (1983)
 FE0881
 FE0881                         *CURRENT SURVEY CONTROL
 FE0881  ___________________________________________________________________
 FE0881* NAD 83(1986)-  35 30 04.     (N)    089 20 33.     (W)     SCALED    
 FE0881* NAVD 88     -        88.135  (meters)     289.16   (feet)  ADJUSTED  
 FE0881  ___________________________________________________________________
 FE0881  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0881  DYNAMIC HT  -          88.057 (meters)     288.90  (feet)  COMP
 FE0881  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FE0881
 FE0881  VERT ORDER  -  SECOND    CLASS 0
 FE0881
 FE0881.The horizontal coordinates were scaled from a topographic map and have
 FE0881.an estimated accuracy of +/- 6 seconds.
 FE0881
 FE0881.The orthometric height was determined by differential leveling
 FE0881.and adjusted by the National Geodetic Survey in June 1991..
 FE0881
 FE0881.The geoid height was determined by GEOID03.
 FE0881
 FE0881.The dynamic height is computed by dividing the NAVD 88
 FE0881.geopotential number by the normal gravity value computed on the
 FE0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0881.degrees latitude (g = 980.6199 gals.).
 FE0881
 FE0881.The modeled gravity was interpolated from observed gravity values.
 FE0881
 FE0881;                    North         East    Units  Estimated Accuracy
 FE0881;SPC TN       -   134,740.      296,810.      MT  (+/- 180 meters Scaled)
 FE0881
 FE0881                          SUPERSEDED SURVEY CONTROL
 FE0881
 FE0881  NGVD 29 (??/??/??)   88.142  (m)          289.18   (f) ADJUSTED    2 0
 FE0881
 FE0881.Superseded values are not recommended for survey control.
 FE0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0881.See file dsdata.txt to determine how the superseded data were derived.
 FE0881
 FE0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE875311(NAD 83)
 FE0881_MARKER: DB = BENCH MARK DISK
 FE0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0881_STAMPING: S 63 1935
 FE0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0881+STABILITY: SURFACE MOTION
 FE0881
 FE0881  HISTORY     - Date     Condition        Report By
 FE0881  HISTORY     - 1935     MONUMENTED       CGS
 FE0881  HISTORY     - 1949     GOOD             CGS
 FE0881  HISTORY     - 1951     GOOD             CGS
 FE0881  HISTORY     - 20020905 POOR             USACE
 FE0881
 FE0881                          STATION DESCRIPTION
 FE0881
 FE0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0881'4.3 MI NE FROM STANTON.
 FE0881'4.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0881'FROM THE STATION AT STANTON, HAYWOOD COUNTY, AT MILEAGE 328.85,
 FE0881'EAST OF THE SIDING AT SHEPARDS, AT A ROAD CROSSING, 42 FEET NORTH
 FE0881'OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE OF
 FE0881'THE ROAD, 3-1/2 FEET EAST OF A GATE, AND 1 FOOT SOUTH OF THE
 FE0881'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 63 1935 AND SET IN
 FE0881'THE TOP OF A CONCRETE POST.
 FE0881
 FE0881                          STATION RECOVERY (1951)
 FE0881
 FE0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 FE0881'RECOVERED IN GOOD CONDITION.
 FE0881
 FE0881                          STATION RECOVERY (2002)
 FE0881
 FE0881'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0881'MARK DESTROYED. FOUND MONUMENT WITH DISK STILL INTACT, UPROOTED AND
 FE0881'LAYING AGAINST RR CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0566 ***********************************************************************
 FE0566  DESIGNATION -  S 64
 FE0566  PID         -  FE0566
 FE0566  STATE/COUNTY-  TN/HARDEMAN
 FE0566  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0566
 FE0566                         *CURRENT SURVEY CONTROL
 FE0566  ___________________________________________________________________
 FE0566* NAD 83(1986)-  35 18 08.     (N)    088 57 17.     (W)     SCALED    
 FE0566* NAVD 88     -       112.884  (meters)     370.35   (feet)  ADJUSTED  
 FE0566  ___________________________________________________________________
 FE0566  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0566  DYNAMIC HT  -         112.780 (meters)     370.01  (feet)  COMP
 FE0566  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 FE0566
 FE0566  VERT ORDER  -  SECOND    CLASS 0
 FE0566
 FE0566.The horizontal coordinates were scaled from a topographic map and have
 FE0566.an estimated accuracy of +/- 6 seconds.
 FE0566
 FE0566.The orthometric height was determined by differential leveling
 FE0566.and adjusted by the National Geodetic Survey in June 1991..
 FE0566
 FE0566.The geoid height was determined by GEOID03.
 FE0566
 FE0566.The dynamic height is computed by dividing the NAVD 88
 FE0566.geopotential number by the normal gravity value computed on the
 FE0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0566.degrees latitude (g = 980.6199 gals.).
 FE0566
 FE0566.The modeled gravity was interpolated from observed gravity values.
 FE0566
 FE0566;                    North         East    Units  Estimated Accuracy
 FE0566;SPC TN       -   111,560.      331,310.      MT  (+/- 180 meters Scaled)
 FE0566
 FE0566                          SUPERSEDED SURVEY CONTROL
 FE0566
 FE0566  NGVD 29 (??/??/??)  112.879  (m)          370.34   (f) ADJUSTED    2 0
 FE0566
 FE0566.Superseded values are not recommended for survey control.
 FE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0566.See file dsdata.txt to determine how the superseded data were derived.
 FE0566
 FE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE222083(NAD 83)
 FE0566_MARKER: DB = BENCH MARK DISK
 FE0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0566_STAMPING: S 64 1935
 FE0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0566+STABILITY: SURFACE MOTION
 FE0566
 FE0566  HISTORY     - Date     Condition        Report By
 FE0566  HISTORY     - 1935     MONUMENTED       CGS
 FE0566  HISTORY     - 1961     MARK NOT FOUND   USGS
 FE0566
 FE0566                          STATION DESCRIPTION
 FE0566
 FE0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0566'0.8 MI N FROM SHANDY.
 FE0566'0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0566'STATION AT SHANDY, HARDEMAN COUNTY, 4 POLES SOUTH OF MILEPOST
 FE0566'417, AND 30 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 FE0566'S 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0566
 FE0566                          STATION RECOVERY (1961)
 FE0566
 FE0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FE0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0784 ***********************************************************************
 FE0784  DESIGNATION -  S 65
 FE0784  PID         -  FE0784
 FE0784  STATE/COUNTY-  TN/MADISON
 FE0784  USGS QUAD   -  JACKSON NORTH (1983)
 FE0784
 FE0784                         *CURRENT SURVEY CONTROL
 FE0784  ___________________________________________________________________
 FE0784* NAD 83(1986)-  35 38 18.     (N)    088 51 41.     (W)     SCALED    
 FE0784* NAVD 88     -       107.075  (meters)     351.30   (feet)  ADJUSTED  
 FE0784  ___________________________________________________________________
 FE0784  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0784  DYNAMIC HT  -         106.979 (meters)     350.98  (feet)  COMP
 FE0784  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FE0784
 FE0784  VERT ORDER  -  SECOND    CLASS 0
 FE0784
 FE0784.The horizontal coordinates were scaled from a topographic map and have
 FE0784.an estimated accuracy of +/- 6 seconds.
 FE0784
 FE0784.The orthometric height was determined by differential leveling
 FE0784.and adjusted by the National Geodetic Survey in June 1991..
 FE0784
 FE0784.The geoid height was determined by GEOID03.
 FE0784
 FE0784.The dynamic height is computed by dividing the NAVD 88
 FE0784.geopotential number by the normal gravity value computed on the
 FE0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0784.degrees latitude (g = 980.6199 gals.).
 FE0784
 FE0784.The modeled gravity was interpolated from observed gravity values.
 FE0784
 FE0784;                    North         East    Units  Estimated Accuracy
 FE0784;SPC TN       -   148,580.      340,880.      MT  (+/- 180 meters Scaled)
 FE0784
 FE0784                          SUPERSEDED SURVEY CONTROL
 FE0784
 FE0784  NGVD 29 (??/??/??)  107.111  (m)          351.41   (f) ADJUSTED    2 0
 FE0784
 FE0784.Superseded values are not recommended for survey control.
 FE0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0784.See file dsdata.txt to determine how the superseded data were derived.
 FE0784
 FE0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE314454(NAD 83)
 FE0784_MARKER: DB = BENCH MARK DISK
 FE0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0784_STAMPING: S 65 1935
 FE0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0784+STABILITY: SURFACE MOTION
 FE0784
 FE0784  HISTORY     - Date     Condition        Report By
 FE0784  HISTORY     - 1935     MONUMENTED       CGS
 FE0784  HISTORY     - 1959     MARK NOT FOUND   CGS
 FE0784
 FE0784                          STATION DESCRIPTION
 FE0784
 FE0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0784'1.5 MI NW FROM JACKSON.
 FE0784'1.5 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0784'FROM THE STATION AT JACKSON, MADISON COUNTY, 0.2 MILE SOUTH OF
 FE0784'MILEPOST 3, 90 FEET SOUTH OF A FARM-ROAD CROSSING, 21 FEET WEST
 FE0784'OF THE CENTERLINE OF THE TRACK, AND AT THE FENCE.  A STANDARD
 FE0784'DISK, STAMPED S 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1183 ***********************************************************************
 FE1183  DESIGNATION -  S 67
 FE1183  PID         -  FE1183
 FE1183  STATE/COUNTY-  TN/SHELBY
 FE1183  USGS QUAD   -  BRUNSWICK (1993)
 FE1183
 FE1183                         *CURRENT SURVEY CONTROL
 FE1183  ___________________________________________________________________
 FE1183* NAD 83(1986)-  35 16 00.     (N)    089 46 07.     (W)     SCALED    
 FE1183* NAVD 88     -        78.978  (meters)     259.11   (feet)  ADJUSTED  
 FE1183  ___________________________________________________________________
 FE1183  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1183  DYNAMIC HT  -          78.907 (meters)     258.88  (feet)  COMP
 FE1183  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FE1183
 FE1183  VERT ORDER  -  SECOND    CLASS 0
 FE1183
 FE1183.The horizontal coordinates were scaled from a topographic map and have
 FE1183.an estimated accuracy of +/- 6 seconds.
 FE1183
 FE1183.The orthometric height was determined by differential leveling
 FE1183.and adjusted by the National Geodetic Survey in June 1991..
 FE1183
 FE1183.The geoid height was determined by GEOID03.
 FE1183
 FE1183.The dynamic height is computed by dividing the NAVD 88
 FE1183.geopotential number by the normal gravity value computed on the
 FE1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1183.degrees latitude (g = 980.6199 gals.).
 FE1183
 FE1183.The modeled gravity was interpolated from observed gravity values.
 FE1183
 FE1183;                    North         East    Units  Estimated Accuracy
 FE1183;SPC TN       -   110,160.      257,180.      MT  (+/- 180 meters Scaled)
 FE1183
 FE1183                          SUPERSEDED SURVEY CONTROL
 FE1183
 FE1183  NGVD 29 (??/??/??)   78.966  (m)          259.07   (f) ADJUSTED    2 0
 FE1183
 FE1183.Superseded values are not recommended for survey control.
 FE1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1183.See file dsdata.txt to determine how the superseded data were derived.
 FE1183
 FE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE481061(NAD 83)
 FE1183_MARKER: DB = BENCH MARK DISK
 FE1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1183_STAMPING: S 67 1935
 FE1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1183+STABILITY: SURFACE MOTION
 FE1183
 FE1183  HISTORY     - Date     Condition        Report By
 FE1183  HISTORY     - 1935     MONUMENTED       CGS
 FE1183  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1183
 FE1183                          STATION DESCRIPTION
 FE1183
 FE1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1183'AT BRUNSWICK.
 FE1183'AT BRUNSWICK, SHELBY COUNTY, NEAR THE LOUISVILLE AND NASHVILLE
 FE1183'RAILROAD STATION, OPPOSITE THE POST OFFICE, AT A STREET CROSSING,
 FE1183'35 FEET SOUTH OF THE CENTERLINE OF THE STREET, AND 40 FEET EAST
 FE1183'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 FE1183'S 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FE1183'INCHES ABOVE GROUND.
 FE1183
 FE1183                          STATION RECOVERY (1963)
 FE1183
 FE1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1413 ***********************************************************************
 FE1413  DESIGNATION -  S 68
 FE1413  PID         -  FE1413
 FE1413  STATE/COUNTY-  TN/SHELBY
 FE1413  USGS QUAD   -  MILLINGTON (1997)
 FE1413
 FE1413                         *CURRENT SURVEY CONTROL
 FE1413  ___________________________________________________________________
 FE1413* NAD 83(1986)-  35 15 48.     (N)    089 58 33.     (W)     SCALED    
 FE1413* NAVD 88     -        70.635  (meters)     231.74   (feet)  ADJUSTED  
 FE1413  ___________________________________________________________________
 FE1413  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1413  DYNAMIC HT  -          70.573 (meters)     231.54  (feet)  COMP
 FE1413  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 FE1413
 FE1413  VERT ORDER  -  SECOND    CLASS 0
 FE1413
 FE1413.The horizontal coordinates were scaled from a topographic map and have
 FE1413.an estimated accuracy of +/- 6 seconds.
 FE1413
 FE1413.The orthometric height was determined by differential leveling
 FE1413.and adjusted by the National Geodetic Survey in June 1991..
 FE1413
 FE1413.The geoid height was determined by GEOID03.
 FE1413
 FE1413.The dynamic height is computed by dividing the NAVD 88
 FE1413.geopotential number by the normal gravity value computed on the
 FE1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1413.degrees latitude (g = 980.6199 gals.).
 FE1413
 FE1413.The modeled gravity was interpolated from observed gravity values.
 FE1413
 FE1413;                    North         East    Units  Estimated Accuracy
 FE1413;SPC TN       -   110,530.      238,320.      MT  (+/- 180 meters Scaled)
 FE1413
 FE1413                          SUPERSEDED SURVEY CONTROL
 FE1413
 FE1413  NGVD 29 (??/??/??)   70.616  (m)          231.68   (f) ADJUSTED    2 0
 FE1413
 FE1413.Superseded values are not recommended for survey control.
 FE1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1413.See file dsdata.txt to determine how the superseded data were derived.
 FE1413
 FE1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE292063(NAD 83)
 FE1413_MARKER: DB = BENCH MARK DISK
 FE1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1413_STAMPING: S 68 1935
 FE1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1413+STABILITY: SURFACE MOTION
 FE1413
 FE1413  HISTORY     - Date     Condition        Report By
 FE1413  HISTORY     - 1935     MONUMENTED       CGS
 FE1413  HISTORY     - 1957     GOOD             CGS
 FE1413  HISTORY     - 19951013 MARK NOT FOUND   TN1620
 FE1413
 FE1413                          STATION DESCRIPTION
 FE1413
 FE1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1413'0.6 MI SW FROM WOODSTOCK.
 FE1413'ABOUT 0.65 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1413'FROM THE STATION AT WOODSTOCK, ABOUT 0.25 MILES SOUTHWEST OF
 FE1413'MILEPOST 381., 29 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FE1413'MAIN TRACK, 141 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 FE1413'INTERSECTION OF THE MAIN TRACK AND THE CROSSING OF THE OLD
 FE1413'MILLINGTON ROAD, 23 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 FE1413'OLD MILLINGTON ROAD, 18 FEET SOUTHWEST OF A TELEPHONE POLE, 15
 FE1413'FEET NORTHWEST OF THE NORTHWEST RAIL OF SIDE TRACK, 1 1/2
 FE1413'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 FE1413'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FE1413'WITH THE GROUND.
 FE1413
 FE1413                          STATION RECOVERY (1995)
 FE1413
 FE1413'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1472 ***********************************************************************
 FC1472  DESIGNATION -  S 7
 FC1472  PID         -  FC1472
 FC1472  STATE/COUNTY-  TN/WHITE
 FC1472  USGS QUAD   -  DOYLE (1981)
 FC1472
 FC1472                         *CURRENT SURVEY CONTROL
 FC1472  ___________________________________________________________________
 FC1472* NAD 83(1986)-  35 48 33.     (N)    085 36 00.     (W)     SCALED    
 FC1472* NAVD 88     -       269.623  (meters)     884.59   (feet)  ADJUSTED  
 FC1472  ___________________________________________________________________
 FC1472  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1472  DYNAMIC HT  -         269.380 (meters)     883.79  (feet)  COMP
 FC1472  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FC1472
 FC1472  VERT ORDER  -  SECOND    CLASS 0
 FC1472
 FC1472.The horizontal coordinates were scaled from a topographic map and have
 FC1472.an estimated accuracy of +/- 6 seconds.
 FC1472
 FC1472.The orthometric height was determined by differential leveling
 FC1472.and adjusted by the National Geodetic Survey in June 1991..
 FC1472
 FC1472.The geoid height was determined by GEOID03.
 FC1472
 FC1472.The dynamic height is computed by dividing the NAVD 88
 FC1472.geopotential number by the normal gravity value computed on the
 FC1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1472.degrees latitude (g = 980.6199 gals.).
 FC1472
 FC1472.The modeled gravity was interpolated from observed gravity values.
 FC1472
 FC1472;                    North         East    Units  Estimated Accuracy
 FC1472;SPC TN       -   163,820.      636,150.      MT  (+/- 180 meters Scaled)
 FC1472
 FC1472                          SUPERSEDED SURVEY CONTROL
 FC1472
 FC1472  NGVD 29 (??/??/92)  269.674  (m)          884.76   (f) ADJ UNCH    2 0
 FC1472
 FC1472.Superseded values are not recommended for survey control.
 FC1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1472.See file dsdata.txt to determine how the superseded data were derived.
 FC1472
 FC1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE264636(NAD 83)
 FC1472_MARKER: DB = BENCH MARK DISK
 FC1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1472_SP_SET: CULVERT
 FC1472_STAMPING: 884.972 S 7 1931
 FC1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1472
 FC1472  HISTORY     - Date     Condition        Report By
 FC1472  HISTORY     - 1931     MONUMENTED       CGS
 FC1472  HISTORY     - 1934     GOOD             NGS
 FC1472
 FC1472                          STATION DESCRIPTION
 FC1472
 FC1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1472'AT WALLING.
 FC1472'AT WALLING, WHITE COUNTY, 16 RAILS SOUTHWEST OF THE NASHVILLE,
 FC1472'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 200 FEET EAST OF
 FC1472'HILLSIDE INN, BETWEEN THE TRACK AND THE HIGHWAY, AT A CULVERT,
 FC1472'IN THE CENTER OF THE TOP OF THE NORTH HEADWALL, AND 22 FEET
 FC1472'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FC1472'884.972 S 7 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0724 ***********************************************************************
 GD0724  DESIGNATION -  S 7 2 BOLT
 GD0724  PID         -  GD0724
 GD0724  STATE/COUNTY-  TN/LAKE
 GD0724  USGS QUAD   -  TIPTONVILLE (1981)
 GD0724
 GD0724                         *CURRENT SURVEY CONTROL
 GD0724  ___________________________________________________________________
 GD0724* NAD 83(1986)-  36 25 10.     (N)    089 28 31.     (W)     SCALED    
 GD0724* NAVD 88     -        90.955  (meters)     298.41   (feet)  POSTED    
 GD0724  ___________________________________________________________________
 GD0724  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0724  DYNAMIC HT  -          90.880 (meters)     298.16  (feet)  COMP
 GD0724  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 GD0724
 GD0724  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0724
 GD0724.The horizontal coordinates were scaled from a topographic map and have
 GD0724.an estimated accuracy of +/- 6 seconds.
 GD0724
 GD0724.The orthometric height was determined by differential leveling
 GD0724.and adjusted by the National Geodetic Survey in 1992..
 GD0724.No vertical observational check was made to the station.
 GD0724.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0724.was located on a no-check spur therefore a value was not computed.
 GD0724
 GD0724.The geoid height was determined by GEOID03.
 GD0724
 GD0724.The dynamic height is computed by dividing the NAVD 88
 GD0724.geopotential number by the normal gravity value computed on the
 GD0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0724.degrees latitude (g = 980.6199 gals.).
 GD0724
 GD0724.The modeled gravity was interpolated from observed gravity values.
 GD0724
 GD0724;                    North         East    Units  Estimated Accuracy
 GD0724;SPC TN       -   236,990.      288,390.      MT  (+/- 180 meters Scaled)
 GD0724
 GD0724                          SUPERSEDED SURVEY CONTROL
 GD0724
 GD0724  NGVD 29 (??/??/??)   90.873  (m)          298.14   (f) ADJUSTED    1 2
 GD0724
 GD0724.Superseded values are not recommended for survey control.
 GD0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0724.See file dsdata.txt to determine how the superseded data were derived.
 GD0724
 GD0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF780333(NAD 83)
 GD0724_MARKER: B = BOLT
 GD0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0724_STAMPING: S-7-2
 GD0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0724
 GD0724  HISTORY     - Date     Condition        Report By
 GD0724  HISTORY     - UNK      MONUMENTED       DOD
 GD0724  HISTORY     - 1957     GOOD             CGS
 GD0724
 GD0724                          STATION DESCRIPTION
 GD0724
 GD0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0724'3 MI N FROM TIPTONVILLE.
 GD0724'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0724'OF STATE HIGHWAY 21 AT TIPTONVILLE, 1.6 MILES SOUTH ALONG HIGHWAY
 GD0724'22 FROM THE ROAD JUNCTION AT CATES, AT AN EAST-WEST GRAVEL ROAD
 GD0724'CROSSING, 27 FEET WEST OF CENTER LINE OF HIGHWAY, 32 FEET NORTH
 GD0724'OF EAST-WEST ROAD, 44 FEET NORTHWEST OF CENTER OF INTERSECTION,
 GD0724'2 FEET EAST OF TELEPHONE POLE NO. 87, 5 FEET NORTHWEST OF WEST
 GD0724'END OF A 36-INCH PIPE CULVERT UNDER HIGHWAY, AND IS A BOLT
 GD0724'DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0723 ***********************************************************************
 GD0723  DESIGNATION -  S 7 2 CAP
 GD0723  PID         -  GD0723
 GD0723  STATE/COUNTY-  TN/LAKE
 GD0723  USGS QUAD   -  TIPTONVILLE (1981)
 GD0723
 GD0723                         *CURRENT SURVEY CONTROL
 GD0723  ___________________________________________________________________
 GD0723* NAD 83(1986)-  36 25 10.     (N)    089 28 31.     (W)     SCALED    
 GD0723* NAVD 88     -        92.145  (meters)     302.31   (feet)  POSTED    
 GD0723  ___________________________________________________________________
 GD0723  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0723  DYNAMIC HT  -          92.070 (meters)     302.07  (feet)  COMP
 GD0723  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 GD0723
 GD0723  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0723
 GD0723.The horizontal coordinates were scaled from a topographic map and have
 GD0723.an estimated accuracy of +/- 6 seconds.
 GD0723
 GD0723.The orthometric height was determined by differential leveling
 GD0723.and adjusted by the National Geodetic Survey in 1992..
 GD0723.No vertical observational check was made to the station.
 GD0723.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0723.was located on a no-check spur therefore a value was not computed.
 GD0723
 GD0723.The geoid height was determined by GEOID03.
 GD0723
 GD0723.The dynamic height is computed by dividing the NAVD 88
 GD0723.geopotential number by the normal gravity value computed on the
 GD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0723.degrees latitude (g = 980.6199 gals.).
 GD0723
 GD0723.The modeled gravity was interpolated from observed gravity values.
 GD0723
 GD0723;                    North         East    Units  Estimated Accuracy
 GD0723;SPC TN       -   236,990.      288,390.      MT  (+/- 180 meters Scaled)
 GD0723
 GD0723                          SUPERSEDED SURVEY CONTROL
 GD0723
 GD0723  NGVD 29 (??/??/??)   92.065  (m)          302.05   (f) ADJUSTED    1 2
 GD0723
 GD0723.Superseded values are not recommended for survey control.
 GD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0723.See file dsdata.txt to determine how the superseded data were derived.
 GD0723
 GD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF780333(NAD 83)
 GD0723_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0723_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0723_STAMPING: S-7-2
 GD0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0723
 GD0723  HISTORY     - Date     Condition        Report By
 GD0723  HISTORY     - UNK      MONUMENTED       DOD
 GD0723  HISTORY     - 1957     GOOD             CGS
 GD0723  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0723
 GD0723                          STATION DESCRIPTION
 GD0723
 GD0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0723'3 MI N FROM TIPTONVILLE.
 GD0723'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0723'OF STATE HIGHWAY 21 AT TIPTONVILLE, 1.6 MILES SOUTH ALONG HIGHWAY
 GD0723'22 FROM THE ROAD JUNCTION AT CATES, AT AN EAST-WEST GRAVEL ROAD
 GD0723'CROSSING, 27 FEET WEST OF CENTER LINE OF HIGHWAY, 32 FEET NORTH
 GD0723'OF EAST-WEST ROAD, 44 FEET NORTHWEST OF CENTER OF INTERSECTION,
 GD0723'2 FEET EAST OF TELEPHONE POLE NO. 87, 5 FEET NORTHWEST OF WEST
 GD0723'END OF A 36-INCH PIPE CULVERT UNDER HIGHWAY, A U.S.E. PIPE AND
 GD0723'CAP WHICH PROJECTS 12 INCHES.
 GD0723
 GD0723                          STATION RECOVERY (2002)
 GD0723
 GD0723'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0723'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0735 ***********************************************************************
 GD0735  DESIGNATION -  S 7 5
 GD0735  PID         -  GD0735
 GD0735  STATE/COUNTY-  TN/LAKE
 GD0735  USGS QUAD   -  TIPTONVILLE (1981)
 GD0735
 GD0735                         *CURRENT SURVEY CONTROL
 GD0735  ___________________________________________________________________
 GD0735* NAD 83(1986)-  36 26 38.     (N)    089 29 51.     (W)     SCALED    
 GD0735* NAVD 88     -        91.321  (meters)     299.61   (feet)  POSTED    
 GD0735  ___________________________________________________________________
 GD0735  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0735  DYNAMIC HT  -          91.250 (meters)     299.38  (feet)  COMP
 GD0735  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GD0735
 GD0735  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0735
 GD0735.The horizontal coordinates were scaled from a topographic map and have
 GD0735.an estimated accuracy of +/- 6 seconds.
 GD0735
 GD0735.The orthometric height was determined by differential leveling
 GD0735.and adjusted by the National Geodetic Survey in 1992..
 GD0735.No vertical observational check was made to the station.
 GD0735.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0735.was located on a no-check spur therefore a value was not computed.
 GD0735
 GD0735.The geoid height was determined by GEOID03.
 GD0735
 GD0735.The dynamic height is computed by dividing the NAVD 88
 GD0735.geopotential number by the normal gravity value computed on the
 GD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0735.degrees latitude (g = 980.6199 gals.).
 GD0735
 GD0735.The modeled gravity was interpolated from observed gravity values.
 GD0735
 GD0735;                    North         East    Units  Estimated Accuracy
 GD0735;SPC TN       -   239,770.      286,490.      MT  (+/- 180 meters Scaled)
 GD0735
 GD0735                          SUPERSEDED SURVEY CONTROL
 GD0735
 GD0735  NGVD 29 (??/??/??)   91.364  (m)          299.75   (f) ADJUSTED    1 2
 GD0735
 GD0735.Superseded values are not recommended for survey control.
 GD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0735.See file dsdata.txt to determine how the superseded data were derived.
 GD0735
 GD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF761360(NAD 83)
 GD0735_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0735_STAMPING: S 7-5
 GD0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0735
 GD0735  HISTORY     - Date     Condition        Report By
 GD0735  HISTORY     - UNK      MONUMENTED       DOD
 GD0735  HISTORY     - 1943     GOOD             CGS
 GD0735  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0735
 GD0735                          STATION DESCRIPTION
 GD0735
 GD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0735'0.9 MI W FROM CATES.
 GD0735'0.9 MILE WEST ALONG THE TIPTONVILLE-NEW MADRID FERRY ROAD FROM
 GD0735'THE SCHOOL BUILDING AT CATES, LAKE COUNTY, 38 FEET SOUTHEAST OF
 GD0735'THE CENTER OF A CROSSROAD, 29 FEET SOUTH OF THE EAST-WEST ROAD,
 GD0735'24.5 FEET EAST OF THE CENTERLINE OF THE GRAVEL NORTH-SOUTH ROAD,
 GD0735'3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 GD0735'WITH THE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 GD0735'STAMPED S-7-5 AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 GD0735'ABOUT 1.5 FEET ABOVE GROUND.
 GD0735
 GD0735                          STATION RECOVERY (2002)
 GD0735
 GD0735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0735'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1036 ***********************************************************************
 FE1036  DESIGNATION -  S 72
 FE1036  PID         -  FE1036
 FE1036  STATE/COUNTY-  TN/FAYETTE
 FE1036  USGS QUAD   -  WHITEVILLE (1981)
 FE1036
 FE1036                         *CURRENT SURVEY CONTROL
 FE1036  ___________________________________________________________________
 FE1036* NAD 83(1986)-  35 18 09.     (N)    089 12 11.     (W)     SCALED    
 FE1036* NAVD 88     -       141.764  (meters)     465.10   (feet)  ADJUSTED  
 FE1036  ___________________________________________________________________
 FE1036  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE1036  DYNAMIC HT  -         141.634 (meters)     464.68  (feet)  COMP
 FE1036  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FE1036
 FE1036  VERT ORDER  -  SECOND    CLASS 0
 FE1036
 FE1036.The horizontal coordinates were scaled from a topographic map and have
 FE1036.an estimated accuracy of +/- 6 seconds.
 FE1036
 FE1036.The orthometric height was determined by differential leveling
 FE1036.and adjusted by the National Geodetic Survey in June 1991..
 FE1036
 FE1036.The geoid height was determined by GEOID03.
 FE1036
 FE1036.The dynamic height is computed by dividing the NAVD 88
 FE1036.geopotential number by the normal gravity value computed on the
 FE1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1036.degrees latitude (g = 980.6199 gals.).
 FE1036
 FE1036.The modeled gravity was interpolated from observed gravity values.
 FE1036
 FE1036;                    North         East    Units  Estimated Accuracy
 FE1036;SPC TN       -   112,300.      308,730.      MT  (+/- 180 meters Scaled)
 FE1036
 FE1036                          SUPERSEDED SURVEY CONTROL
 FE1036
 FE1036  NGVD 29 (??/??/??)  141.746  (m)          465.05   (f) ADJUSTED    2 0
 FE1036
 FE1036.Superseded values are not recommended for survey control.
 FE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1036.See file dsdata.txt to determine how the superseded data were derived.
 FE1036
 FE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE996088(NAD 83)
 FE1036_MARKER: DB = BENCH MARK DISK
 FE1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1036_STAMPING: S 72 1935
 FE1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1036+STABILITY: SURFACE MOTION
 FE1036
 FE1036  HISTORY     - Date     Condition        Report By
 FE1036  HISTORY     - 1935     MONUMENTED       CGS
 FE1036  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1036
 FE1036                          STATION DESCRIPTION
 FE1036
 FE1036'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1036'3.2 MI W FROM WHITEVILLE.
 FE1036'IN FAYETTE COUNTY, 3.2 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA
 FE1036'AND ST. LOUIS RAILWAY FROM THE STATION AT WHITEVILLE, HARDEMAN
 FE1036'COUNTY, 21 POLES WEST OF MILEPOST 176, 40 FEET NORTH OF THE
 FE1036'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE FENCE.  A
 FE1036'STANDARD DISK, STAMPED S 72 1935 AND SET IN THE TOP OF A
 FE1036'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1165 ***********************************************************************
 FE1165  DESIGNATION -  S 73
 FE1165  PID         -  FE1165
 FE1165  STATE/COUNTY-  TN/FAYETTE
 FE1165  USGS QUAD   -  GALLAWAY (1981)
 FE1165
 FE1165                         *CURRENT SURVEY CONTROL
 FE1165  ___________________________________________________________________
 FE1165* NAD 83(1986)-  35 20 27.     (N)    089 30 07.     (W)     SCALED    
 FE1165* NAVD 88     -        94.159  (meters)     308.92   (feet)  ADJUSTED  
 FE1165  ___________________________________________________________________
 FE1165  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1165  DYNAMIC HT  -          94.074 (meters)     308.64  (feet)  COMP
 FE1165  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 FE1165
 FE1165  VERT ORDER  -  SECOND    CLASS 0
 FE1165
 FE1165.The horizontal coordinates were scaled from a topographic map and have
 FE1165.an estimated accuracy of +/- 6 seconds.
 FE1165
 FE1165.The orthometric height was determined by differential leveling
 FE1165.and adjusted by the National Geodetic Survey in June 1991..
 FE1165.WARNING-Repeat measurements at this control monument indicate possible
 FE1165.vertical movement.
 FE1165
 FE1165.The geoid height was determined by GEOID03.
 FE1165
 FE1165.The dynamic height is computed by dividing the NAVD 88
 FE1165.geopotential number by the normal gravity value computed on the
 FE1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1165.degrees latitude (g = 980.6199 gals.).
 FE1165
 FE1165.The modeled gravity was interpolated from observed gravity values.
 FE1165
 FE1165;                    North         East    Units  Estimated Accuracy
 FE1165;SPC TN       -   117,480.      281,720.      MT  (+/- 180 meters Scaled)
 FE1165
 FE1165                          SUPERSEDED SURVEY CONTROL
 FE1165
 FE1165  NGVD 29 (??/??/??)   94.138  (m)          308.85   (f) ADJUSTED    2 0
 FE1165
 FE1165.Superseded values are not recommended for survey control.
 FE1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1165.See file dsdata.txt to determine how the superseded data were derived.
 FE1165
 FE1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE726137(NAD 83)
 FE1165_MARKER: DB = BENCH MARK DISK
 FE1165_SETTING: 0 = UNSPECIFIED SETTING
 FE1165_STAMPING: S 73 1935
 FE1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1165
 FE1165  HISTORY     - Date     Condition        Report By
 FE1165  HISTORY     - 1935     MONUMENTED       CGS
 FE1165  HISTORY     - 1958     GOOD             CGS
 FE1165  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1165
 FE1165                          STATION DESCRIPTION
 FE1165
 FE1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1165'4.5 MI SE FROM BRADEN.
 FE1165'4.5 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. N. RR CROSSING
 FE1165'AT BRADEN, 302.0 FT. WEST OF A BRIDGE, 230.0 FT. EAST OF THE CENTER
 FE1165'LINE OF HIGHWAY 59 AND TRAIL ROAD LEADING NORTH-NORTHWEST, 140.0
 FE1165'FT. WEST OF A POWER LINE POLE, 43.1 FT. SOUTH-SOUTHEAST OF THE
 FE1165'CENTER LINE OF HIGHWAY 59, A C AND GS DISK PROJECTING 11 INCHES,
 FE1165'AND ABOUT 4 FT. BELOW THE LEVEL OF THE HIGHWAY.
 FE1165
 FE1165                          STATION RECOVERY (2002)
 FE1165
 FE1165'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0475 ***********************************************************************
 FF0475  DESIGNATION -  S 75
 FF0475  PID         -  FF0475
 FF0475  STATE/COUNTY-  TN/SHELBY
 FF0475  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0475
 FF0475                         *CURRENT SURVEY CONTROL
 FF0475  ___________________________________________________________________
 FF0475* NAD 83(1986)-  35 02 59.     (N)    090 06 11.     (W)     SCALED    
 FF0475* NAVD 88     -        78.001  (meters)     255.91   (feet)  ADJUSTED  
 FF0475  ___________________________________________________________________
 FF0475  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0475  DYNAMIC HT  -          77.930 (meters)     255.68  (feet)  COMP
 FF0475  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 FF0475
 FF0475  VERT ORDER  -  FIRST     CLASS II
 FF0475
 FF0475.The horizontal coordinates were scaled from a topographic map and have
 FF0475.an estimated accuracy of +/- 6 seconds.
 FF0475
 FF0475.The orthometric height was determined by differential leveling
 FF0475.and adjusted by the National Geodetic Survey in June 1991..
 FF0475
 FF0475.The geoid height was determined by GEOID03.
 FF0475
 FF0475.The dynamic height is computed by dividing the NAVD 88
 FF0475.geopotential number by the normal gravity value computed on the
 FF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0475.degrees latitude (g = 980.6199 gals.).
 FF0475
 FF0475.The modeled gravity was interpolated from observed gravity values.
 FF0475
 FF0475;                    North         East    Units  Estimated Accuracy
 FF0475;SPC TN       -    87,330.      225,760.      MT  (+/- 180 meters Scaled)
 FF0475
 FF0475                          SUPERSEDED SURVEY CONTROL
 FF0475
 FF0475  NGVD 29 (??/??/??)   77.977  (m)          255.83   (f) ADJUSTED    1 2
 FF0475
 FF0475.Superseded values are not recommended for survey control.
 FF0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0475.See file dsdata.txt to determine how the superseded data were derived.
 FF0475
 FF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU642823(NAD 83)
 FF0475_MARKER: DB = BENCH MARK DISK
 FF0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0475_STAMPING: S 75 1956
 FF0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0475+STABILITY: SURFACE MOTION
 FF0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0475+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0475
 FF0475  HISTORY     - Date     Condition        Report By
 FF0475  HISTORY     - 1956     MONUMENTED       CGS
 FF0475  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0475  HISTORY     - 19950322 GOOD             TN1620
 FF0475  HISTORY     - 20021024 GOOD             USACE
 FF0475
 FF0475                          STATION DESCRIPTION
 FF0475
 FF0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0475'4.2 MI SW FROM MEMPHIS.
 FF0475'4.15 MILES SOUTHWEST AND SOUTH ALONG THE ILLINOIS CENTRAL
 FF0475'RAILROAD FROM THE CROSSING OF FLORIDA STREET AT MEMPHIS, AT
 FF0475'CROSSING OF FIELDS ROAD AT HULET, 159 FEET SOUTH-SOUTHEAST
 FF0475'AND ACROSS TRACK FROM MILE POST M 7, 79 1/2 FEET EAST-SOUTHEAST
 FF0475'OF NEAR RAIL OF TRACK, 93 FEET SOUTHEAST OF A SWITCHSTAND
 FF0475'AT SOUTH END OF SIDING, 35 FEET NORTH OF CENTER LINE OF FIELDS
 FF0475'ROAD, 75 1/2 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE
 FF0475'BASE OF A SIGNAL, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 FF0475'ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK, 1 FOOT ABOVE LEVEL OF FIELDS
 FF0475'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0475'NOTE-- THE MILE POST ALONG THIS PORTION OF TRACK ARE NOT UNIFORMLY
 FF0475'1-MILE APART.  THE DISTANCE BETWEEN MILE POST M6 AND M7 IS
 FF0475'0.7 MILE.
 FF0475
 FF0475                          STATION RECOVERY (1976)
 FF0475
 FF0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0475'MARK NOT FOUND.
 FF0475
 FF0475                          STATION RECOVERY (1995)
 FF0475
 FF0475'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0475'RECOVERED IN GOOD CONDITION.
 FF0475
 FF0475                          STATION RECOVERY (2002)
 FF0475
 FF0475'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1353 ***********************************************************************
 GB1353  DESIGNATION -  S 77
 GB1353  PID         -  GB1353
 GB1353  STATE/COUNTY-  TN/PICKETT
 GB1353  USGS QUAD   -  BYRDSTOWN (1981)
 GB1353
 GB1353                         *CURRENT SURVEY CONTROL
 GB1353  ___________________________________________________________________
 GB1353* NAD 83(1986)-  36 34 03.     (N)    085 09 53.     (W)     SCALED    
 GB1353* NAVD 88     -       319.176  (meters)    1047.16   (feet)  POSTED    
 GB1353  ___________________________________________________________________
 GB1353  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GB1353  DYNAMIC HT  -         318.900 (meters)    1046.26  (feet)  COMP
 GB1353  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GB1353
 GB1353  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1353
 GB1353.The horizontal coordinates were scaled from a topographic map and have
 GB1353.an estimated accuracy of +/- 6 seconds.
 GB1353
 GB1353.The orthometric height was determined by differential leveling
 GB1353.and adjusted by the National Geodetic Survey in 1992..
 GB1353.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1353.rate of 1.1 thru 2.0 mm/km.
 GB1353
 GB1353.The geoid height was determined by GEOID03.
 GB1353
 GB1353.The dynamic height is computed by dividing the NAVD 88
 GB1353.geopotential number by the normal gravity value computed on the
 GB1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1353.degrees latitude (g = 980.6199 gals.).
 GB1353
 GB1353.The modeled gravity was interpolated from observed gravity values.
 GB1353
 GB1353;                    North         East    Units  Estimated Accuracy
 GB1353;SPC TN       -   248,210.      674,770.      MT  (+/- 180 meters Scaled)
 GB1353
 GB1353                          SUPERSEDED SURVEY CONTROL
 GB1353
 GB1353  NGVD 29 (??/??/92)  319.292  (m)         1047.54   (f) ADJ UNCH    2 0
 GB1353
 GB1353.Superseded values are not recommended for survey control.
 GB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1353.See file dsdata.txt to determine how the superseded data were derived.
 GB1353
 GB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF642484(NAD 83)
 GB1353_MARKER: DB = BENCH MARK DISK
 GB1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1353_STAMPING: S 77 1935
 GB1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1353+STABILITY: SURFACE MOTION
 GB1353
 GB1353  HISTORY     - Date     Condition        Report By
 GB1353  HISTORY     - 1935     MONUMENTED       CGS
 GB1353  HISTORY     - 1961     POOR             NGS
 GB1353
 GB1353                          STATION DESCRIPTION
 GB1353
 GB1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1353'2.2 MI SW FROM BYRDSTOWN.
 GB1353'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1353'AT BYRDSTOWN, PICKETT COUNTY, 50 YARDS SOUTHWEST OF A TWO-STORY
 GB1353'FRAME DWELLING, IN THE WEST QUADRANT OF A ROAD INTERSECTION, 30
 GB1353'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 32 FEET
 GB1353'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET
 GB1353'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 77 1935
 GB1353'AND SET IN THE TOP OF A CONCRETE POST.
 GB1353
 GB1353                          STATION RECOVERY (1961)
 GB1353
 GB1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB1353'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0030 ***********************************************************************
 FD0030  DESIGNATION -  S 78
 FD0030  PID         -  FD0030
 FD0030  STATE/COUNTY-  TN/CANNON
 FD0030  USGS QUAD   -  WOODBURY (1979)
 FD0030
 FD0030                         *CURRENT SURVEY CONTROL
 FD0030  ___________________________________________________________________
 FD0030* NAD 83(1986)-  35 49 38.     (N)    086 04 08.     (W)     SCALED    
 FD0030* NAVD 88     -       223.930  (meters)     734.68   (feet)  ADJUSTED  
 FD0030  ___________________________________________________________________
 FD0030  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FD0030  DYNAMIC HT  -         223.728 (meters)     734.01  (feet)  COMP
 FD0030  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 FD0030
 FD0030  VERT ORDER  -  SECOND    CLASS 0
 FD0030
 FD0030.The horizontal coordinates were scaled from a topographic map and have
 FD0030.an estimated accuracy of +/- 6 seconds.
 FD0030
 FD0030.The orthometric height was determined by differential leveling
 FD0030.and adjusted by the National Geodetic Survey in June 1991..
 FD0030
 FD0030.The geoid height was determined by GEOID03.
 FD0030
 FD0030.The dynamic height is computed by dividing the NAVD 88
 FD0030.geopotential number by the normal gravity value computed on the
 FD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0030.degrees latitude (g = 980.6199 gals.).
 FD0030
 FD0030.The modeled gravity was interpolated from observed gravity values.
 FD0030
 FD0030;                    North         East    Units  Estimated Accuracy
 FD0030;SPC TN       -   165,750.      593,780.      MT  (+/- 180 meters Scaled)
 FD0030
 FD0030                          SUPERSEDED SURVEY CONTROL
 FD0030
 FD0030  NGVD 29 (??/??/92)  223.957  (m)          734.77   (f) ADJ UNCH    2 0
 FD0030
 FD0030.Superseded values are not recommended for survey control.
 FD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0030.See file dsdata.txt to determine how the superseded data were derived.
 FD0030
 FD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE841651(NAD 83)
 FD0030_MARKER: DB = BENCH MARK DISK
 FD0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0030_STAMPING: S 78 1935
 FD0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0030+STABILITY: SURFACE MOTION
 FD0030
 FD0030  HISTORY     - Date     Condition        Report By
 FD0030  HISTORY     - 1935     MONUMENTED       CGS
 FD0030  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0030
 FD0030                          STATION DESCRIPTION
 FD0030
 FD0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FD0030'AT WOODBURY.
 FD0030'AT WOODBURY, CANNON COUNTY, ON U.S. HIGHWAY 70 S, AT THE JUNCTION
 FD0030'OF STATE HIGHWAY 53, 39.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 FD0030'OF THE HOME OF B. LAWRENCE IN 1935, 45 FEET SOUTH OF THE CENTERLINE
 FD0030'OF U.S. HIGHWAY 70 S, 27 FEET EAST OF THE CENTERLINE OF STATE
 FD0030'HIGHWAY 53, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 FD0030'S 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FD0030
 FD0030                          STATION RECOVERY (2002)
 FD0030
 FD0030'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0030'EXTENSIVE FILL IN IMMEDIATE AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0164 ***********************************************************************
 GC0164  DESIGNATION -  S 79
 GC0164  PID         -  GC0164
 GC0164  STATE/COUNTY-  TN/WILSON
 GC0164  USGS QUAD   -  LEBANON (1983)
 GC0164
 GC0164                         *CURRENT SURVEY CONTROL
 GC0164  ___________________________________________________________________
 GC0164* NAD 83(1986)-  36 12 20.     (N)    086 17 34.     (W)     SCALED    
 GC0164* NAVD 88     -       161.204  (meters)     528.88   (feet)  ADJUSTED  
 GC0164  ___________________________________________________________________
 GC0164  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0164  DYNAMIC HT  -         161.071 (meters)     528.45  (feet)  COMP
 GC0164  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GC0164
 GC0164  VERT ORDER  -  SECOND    CLASS 0
 GC0164
 GC0164.The horizontal coordinates were scaled from a topographic map and have
 GC0164.an estimated accuracy of +/- 6 seconds.
 GC0164
 GC0164.The orthometric height was determined by differential leveling
 GC0164.and adjusted by the National Geodetic Survey in June 1991..
 GC0164
 GC0164.The geoid height was determined by GEOID03.
 GC0164
 GC0164.The dynamic height is computed by dividing the NAVD 88
 GC0164.geopotential number by the normal gravity value computed on the
 GC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0164.degrees latitude (g = 980.6199 gals.).
 GC0164
 GC0164.The modeled gravity was interpolated from observed gravity values.
 GC0164
 GC0164;                    North         East    Units  Estimated Accuracy
 GC0164;SPC TN       -   207,760.      573,670.      MT  (+/- 180 meters Scaled)
 GC0164
 GC0164                          SUPERSEDED SURVEY CONTROL
 GC0164
 GC0164  NGVD 29 (??/??/92)  161.268  (m)          529.09   (f) ADJ UNCH    2 0
 GC0164
 GC0164.Superseded values are not recommended for survey control.
 GC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0164.See file dsdata.txt to determine how the superseded data were derived.
 GC0164
 GC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF635069(NAD 83)
 GC0164_MARKER: DB = BENCH MARK DISK
 GC0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0164_STAMPING: S 79 1935
 GC0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0164+STABILITY: SURFACE MOTION
 GC0164
 GC0164  HISTORY     - Date     Condition        Report By
 GC0164  HISTORY     - 1935     MONUMENTED       CGS
 GC0164  HISTORY     - 1956     GOOD             NGS
 GC0164
 GC0164                          STATION DESCRIPTION
 GC0164
 GC0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0164'AT LEBANON.
 GC0164'AT LEBANON, WILSON COUNTY, 125 YARDS SOUTHEAST OF THE TENNESSEE
 GC0164'CENTRAL RAILWAY STATION, 14 FEET NORTHWEST OF THE NORTH CORNER
 GC0164'OF THE WATCHMANS SHANTY, 18 FEET EAST OF THE CENTERLINE OF
 GC0164'SOUTH MAPLE STREET, 14 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL
 GC0164'WITH THE TRACK.  A STANDARD DISK, STAMPED S 79 1935 AND SET
 GC0164'IN THE TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION.  THIS
 GC0164'BENCH MARK HAS BEEN HIT BY TRUCK AND IS NOW ABOUT 6 INCHES HIGHER
 GC0164'THAN PREVIOUSLY PUBLISHED ELEVATION AND IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0655 ***********************************************************************
 FC0655  DESIGNATION -  S 8
 FC0655  PID         -  FC0655
 FC0655  STATE/COUNTY-  TN/CUMBERLAND
 FC0655  USGS QUAD   -  ROCKWOOD (1980)
 FC0655
 FC0655                         *CURRENT SURVEY CONTROL
 FC0655  ___________________________________________________________________
 FC0655* NAD 83(1986)-  35 51 42.     (N)    084 44 53.     (W)     SCALED    
 FC0655* NAVD 88     -       421.471  (meters)    1382.78   (feet)  ADJUSTED  
 FC0655  ___________________________________________________________________
 FC0655  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC0655  DYNAMIC HT  -         421.069 (meters)    1381.46  (feet)  COMP
 FC0655  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 FC0655
 FC0655  VERT ORDER  -  SECOND    CLASS 0
 FC0655
 FC0655.The horizontal coordinates were scaled from a topographic map and have
 FC0655.an estimated accuracy of +/- 6 seconds.
 FC0655
 FC0655.The orthometric height was determined by differential leveling
 FC0655.and adjusted by the National Geodetic Survey in June 1991..
 FC0655
 FC0655.The geoid height was determined by GEOID03.
 FC0655
 FC0655.The dynamic height is computed by dividing the NAVD 88
 FC0655.geopotential number by the normal gravity value computed on the
 FC0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0655.degrees latitude (g = 980.6199 gals.).
 FC0655
 FC0655.The modeled gravity was interpolated from observed gravity values.
 FC0655
 FC0655;                    North         East    Units  Estimated Accuracy
 FC0655;SPC TN       -   170,290.      713,070.      MT  (+/- 180 meters Scaled)
 FC0655
 FC0655                          SUPERSEDED SURVEY CONTROL
 FC0655
 FC0655  NGVD 29 (??/??/92)  421.562  (m)         1383.07   (f) ADJ UNCH    2 0
 FC0655
 FC0655.Superseded values are not recommended for survey control.
 FC0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0655.See file dsdata.txt to determine how the superseded data were derived.
 FC0655
 FC0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE033709(NAD 83)
 FC0655_MARKER: DB = BENCH MARK DISK
 FC0655_SETTING: 66 = SET IN ROCK OUTCROP
 FC0655_SP_SET: ROCK LEDGE
 FC0655_STAMPING: S 8 1931 1383.193
 FC0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0655+STABILITY: POSITION/ELEVATION WELL
 FC0655
 FC0655  HISTORY     - Date     Condition        Report By
 FC0655  HISTORY     - 1931     MONUMENTED       CGS
 FC0655  HISTORY     - 1950     GOOD             NGS
 FC0655
 FC0655                          STATION DESCRIPTION
 FC0655
 FC0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0655'0.2 MI NW FROM WESTEL.
 FC0655'0.15 MILE NORTHWEST ALONG THE TENNESSEE CENTRAL RAILROAD FROM
 FC0655'THE STATION AT WESTEL, 285 YARDS NORTHWEST OF MILE POST 152,
 FC0655'121 YARDS NORTHWEST OF A SWITCH STAND, 330 YARDS NORTHWEST
 FC0655'OF THE ROAD CROSSING AT WESTEL, IN THE TOP OF THE SOUTHEAST
 FC0655'PART OF A LARGE ROCK LEDGE, 8.5 FEET NORTHEAST OF THE NORTHEAST
 FC0655'RAIL AND ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1105 ***********************************************************************
 GD1105  DESIGNATION -  S 8 5
 GD1105  PID         -  GD1105
 GD1105  STATE/COUNTY-  TN/DYER
 GD1105  USGS QUAD   -  DYERSBURG (1983)
 GD1105
 GD1105                         *CURRENT SURVEY CONTROL
 GD1105  ___________________________________________________________________
 GD1105* NAD 83(1995)-  36 05 58.50473(N)    089 25 14.30899(W)     ADJUSTED  
 GD1105* NAVD 88     -       127.031  (meters)     416.77   (feet)  ADJUSTED  
 GD1105  ___________________________________________________________________
 GD1105  X           -      52,171.273 (meters)                     COMP
 GD1105  Y           -  -5,159,312.049 (meters)                     COMP
 GD1105  Z           -   3,737,183.764 (meters)                     COMP
 GD1105  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1105  ELLIP HEIGHT-          98.74  (meters)          (05/31/05) GPS OBS
 GD1105  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1105  DYNAMIC HT  -         126.923 (meters)     416.41  (feet)  COMP
 GD1105  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GD1105
 GD1105  HORZ ORDER  -  FIRST
 GD1105  VERT ORDER  -  FIRST     CLASS I
 GD1105  ELLP ORDER  -  FOURTH    CLASS II
 GD1105
 GD1105.The horizontal coordinates were established by GPS observations
 GD1105.and adjusted by the National Geodetic Survey in May 2005..
 GD1105
 GD1105.The orthometric height was determined by differential leveling
 GD1105.and adjusted by the National Geodetic Survey in June 1991..
 GD1105
 GD1105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1105
 GD1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1105
 GD1105.The ellipsoidal height was determined by GPS observations
 GD1105.and is referenced to NAD 83.
 GD1105
 GD1105.The geoid height was determined by GEOID03.
 GD1105
 GD1105.The dynamic height is computed by dividing the NAVD 88
 GD1105.geopotential number by the normal gravity value computed on the
 GD1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1105.degrees latitude (g = 980.6199 gals.).
 GD1105
 GD1105.The modeled gravity was interpolated from observed gravity values.
 GD1105
 GD1105;                    North         East     Units Scale Factor Converg.
 GD1105;SPC TN       -   201,347.151   292,045.887   MT  0.99995910   -2 00 09.3
 GD1105;SPC TN       -   660,586.44    958,153.88   sFT  0.99995910   -2 00 09.3
 GD1105;UTM  16      - 3,997,707.033   282,087.975   MT  1.00018513   -1 25 36.4
 GD1105
 GD1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1105!SPC TN       -   0.99998450  x   0.99995910  =   0.99994360
 GD1105!UTM  16      -   0.99998450  x   1.00018513  =   1.00016963
 GD1105
 GD1105                          SUPERSEDED SURVEY CONTROL
 GD1105
 GD1105  NAD 83(1995)-  36 05 58.50719(N)    089 25 14.30721(W) AD(       ) 2
 GD1105  NAD 83(1995)-  36 05 58.51066(N)    089 25 14.30784(W) AD(       ) 2
 GD1105  NAD 83(1995)-  36 05 58.51061(N)    089 25 14.30779(W) AD(       ) 2
 GD1105  NAD 83(1986)-  36 05 58.51858(N)    089 25 14.30706(W) AD(       ) 2
 GD1105  NAD 27      -  36 05 58.26320(N)    089 25 14.04370(W) AD(       ) 2
 GD1105  NAVD 88 (05/31/05)  127.03   (m)          416.8    (f) LEVELING    3  
 GD1105  NGVD 29 (??/??/??)  126.957  (m)          416.52   (f) ADJUSTED    1 1
 GD1105
 GD1105.Superseded values are not recommended for survey control.
 GD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1105.See file dsdata.txt to determine how the superseded data were derived.
 GD1105
 GD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8208897707(NAD 83)
 GD1105_MARKER: DD = SURVEY DISK
 GD1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1105_STAMPING: S-8-5
 GD1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1105+STABILITY: SURFACE MOTION
 GD1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1105+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD1105
 GD1105  HISTORY     - Date     Condition        Report By
 GD1105  HISTORY     - 1959     MONUMENTED       USE
 GD1105  HISTORY     - 1967     GOOD             CGS
 GD1105  HISTORY     - 1974     GOOD             NGS
 GD1105  HISTORY     - 20020730 GOOD             USACE
 GD1105  HISTORY     - 20030708 GOOD             EMCINC
 GD1105
 GD1105                          STATION DESCRIPTION
 GD1105
 GD1105'DESCRIBED BY US ENGINEERS 1959 (GWM)
 GD1105'S-8-5 (USED) IS 45 FEET EAST OF THE CENTER OF A GRAVELED DRIVE, 41
 GD1105'FEET WEST OF A TELEPHONE POLE AND 34 FEET NORTHEAST OF THE
 GD1105'APPROXIMATE CENTER OF STATE ROUTE 78.  IT IS A U.S. ENGINEERING
 GD1105'DEPARTMENT DISK SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE
 GD1105'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED S-8-5.
 GD1105
 GD1105                          STATION RECOVERY (1967)
 GD1105
 GD1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1105'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 GD1105'DESCRIPTION OF THE MARK IS GIVEN IN THE BODY OF THE DESCRIPTION FOR
 GD1105'TRIANGULATION STATION NAUVOO 1959.  SEE DESCRIPTION THEREOF.
 GD1105'
 GD1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1105'NORTHWEST OF DYERSBURG.
 GD1105
 GD1105                          STATION RECOVERY (1974)
 GD1105
 GD1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1105'3.20 MI NW FROM DYERSBURG.
 GD1105'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1105'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN A LAWN NEAR THE
 GD1105'JUNCTION OF STATE HIGHWAY 78 AND A PAVED ROAD LEADING WEST AND ANOTHER
 GD1105'ROAD LEADING SOUTH, 198.3 FEET NORTHWEST OF NAUVOO TRIANGULATION
 GD1105'STATION, 41.3 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER AND TWO
 GD1105'GUY WIRES, 36.7 FEET NORTH OF THE JUNCTION OF PAVED ROAD LEADING SOUTH
 GD1105'AND STATE HIGHWAY 78, 33.7 FEET NORTHEAST OF THE CENTER LINE OF THE
 GD1105'HIGHWAY, 41.2 FEET SOUTHEAST OF THE NORTHWEST DRIVEWAY OF TWO HOUSES,
 GD1105'2.5 FEET ABOVE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 GD1105'0.3 FOOT.
 GD1105
 GD1105                          STATION RECOVERY (2002)
 GD1105
 GD1105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1105'RECOVERED IN GOOD CONDITION.
 GD1105
 GD1105                          STATION RECOVERY (2003)
 GD1105
 GD1105'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1105'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1826 ***********************************************************************
 GB1826  DESIGNATION -  S 80
 GB1826  PID         -  GB1826
 GB1826  STATE/COUNTY-  TN/SMITH
 GB1826  USGS QUAD   -  GORDONSVILLE (1986)
 GB1826
 GB1826                         *CURRENT SURVEY CONTROL
 GB1826  ___________________________________________________________________
 GB1826* NAD 83(1986)-  36 13 12.     (N)    085 57 02.     (W)     SCALED    
 GB1826* NAVD 88     -       154.627  (meters)     507.31   (feet)  POSTED    
 GB1826  ___________________________________________________________________
 GB1826  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB1826  DYNAMIC HT  -         154.500 (meters)     506.89  (feet)  COMP
 GB1826  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GB1826
 GB1826  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1826
 GB1826.The horizontal coordinates were scaled from a topographic map and have
 GB1826.an estimated accuracy of +/- 6 seconds.
 GB1826
 GB1826.The orthometric height was determined by differential leveling
 GB1826.and adjusted by the National Geodetic Survey in 1992..
 GB1826.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1826.rate of 0.0 thru 1.0 mm/km.
 GB1826
 GB1826.The geoid height was determined by GEOID03.
 GB1826
 GB1826.The dynamic height is computed by dividing the NAVD 88
 GB1826.geopotential number by the normal gravity value computed on the
 GB1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1826.degrees latitude (g = 980.6199 gals.).
 GB1826
 GB1826.The modeled gravity was interpolated from observed gravity values.
 GB1826
 GB1826;                    North         East    Units  Estimated Accuracy
 GB1826;SPC TN       -   209,330.      604,450.      MT  (+/- 180 meters Scaled)
 GB1826
 GB1826                          SUPERSEDED SURVEY CONTROL
 GB1826
 GB1826  NGVD 29 (??/??/92)  154.703  (m)          507.55   (f) ADJ UNCH    2 0
 GB1826
 GB1826.Superseded values are not recommended for survey control.
 GB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1826.See file dsdata.txt to determine how the superseded data were derived.
 GB1826
 GB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF943088(NAD 83)
 GB1826_MARKER: DB = BENCH MARK DISK
 GB1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1826_STAMPING: S 80 1935
 GB1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1826+STABILITY: SURFACE MOTION
 GB1826
 GB1826  HISTORY     - Date     Condition        Report By
 GB1826  HISTORY     - 1935     MONUMENTED       CGS
 GB1826
 GB1826                          STATION DESCRIPTION
 GB1826
 GB1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1826'2.2 MI S FROM CARTHAGE.
 GB1826'2.2 MILES SOUTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GB1826'AT CARTHAGE, SMITH COUNTY, 61 YARDS WEST OF THE NORTHWEST CORNER
 GB1826'OF A SMALL FARMHOUSE (YELLOW IN 1935), AT A DIRT-ROAD CROSSING,
 GB1826'38 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 10.6 FEET WEST
 GB1826'OF THE WEST RAIL, 27 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GB1826'53, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GB1826'S 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1968 ***********************************************************************
 GB1968  DESIGNATION -  S 82
 GB1968  PID         -  GB1968
 GB1968  STATE/COUNTY-  TN/MACON
 GB1968  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1968
 GB1968                         *CURRENT SURVEY CONTROL
 GB1968  ___________________________________________________________________
 GB1968* NAD 83(1995)-  36 31 09.16839(N)    085 51 42.91206(W)     ADJUSTED  
 GB1968* NAVD 88     -       291.666  (meters)     956.91   (feet)  ADJUSTED  
 GB1968  ___________________________________________________________________
 GB1968  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 GB1968  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1968  DYNAMIC HT  -         291.418 (meters)     956.09  (feet)  COMP
 GB1968  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GB1968
 GB1968  HORZ ORDER  -  SECOND
 GB1968  VERT ORDER  -  SECOND    CLASS 0
 GB1968
 GB1968.The horizontal coordinates were established by classical geodetic methods
 GB1968.and adjusted by the National Geodetic Survey in April 1999..
 GB1968
 GB1968.The orthometric height was determined by differential leveling
 GB1968.and adjusted by the National Geodetic Survey in June 1991..
 GB1968
 GB1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1968
 GB1968.The geoid height was determined by GEOID03.
 GB1968
 GB1968.The dynamic height is computed by dividing the NAVD 88
 GB1968.geopotential number by the normal gravity value computed on the
 GB1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1968.degrees latitude (g = 980.6199 gals.).
 GB1968
 GB1968.The modeled gravity was interpolated from observed gravity values.
 GB1968
 GB1968;                    North         East     Units Scale Factor Converg.
 GB1968;SPC TN       -   242,536.886   612,367.921   MT  1.00001980   +0 04 51.0
 GB1968;SPC TN       -   795,723.10  2,009,077.09   sFT  1.00001980   +0 04 51.0
 GB1968;UTM  16      - 4,042,141.602   601,897.840   MT  0.99972792   +0 40 38.4
 GB1968
 GB1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1968!SPC TN       -   0.99995893  x   1.00001980  =   0.99997873
 GB1968!UTM  16      -   0.99995893  x   0.99972792  =   0.99968687
 GB1968
 GB1968                          SUPERSEDED SURVEY CONTROL
 GB1968
 GB1968  NAD 83(1995)-  36 31 09.16937(N)    085 51 42.91245(W) AD(       ) 2
 GB1968  NAD 83(1995)-  36 31 09.17697(N)    085 51 42.91703(W) AD(       ) 2
 GB1968  NAD 83(1986)-  36 31 09.17855(N)    085 51 42.91577(W) AD(       ) 2
 GB1968  NAD 27      -  36 31 08.96800(N)    085 51 42.99700(W) AD(       ) 2
 GB1968  NGVD 29 (??/??/92)  291.762  (m)          957.22   (f) ADJ UNCH    2 0
 GB1968
 GB1968.Superseded values are not recommended for survey control.
 GB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1968.See file dsdata.txt to determine how the superseded data were derived.
 GB1968
 GB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0189842142(NAD 83)
 GB1968_MARKER: DB = BENCH MARK DISK
 GB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1968_STAMPING: S 82 1935
 GB1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1968+STABILITY: SURFACE MOTION
 GB1968
 GB1968  HISTORY     - Date     Condition        Report By
 GB1968  HISTORY     - 1935     MONUMENTED       CGS
 GB1968  HISTORY     - 1950     GOOD             CGS
 GB1968
 GB1968                          STATION DESCRIPTION
 GB1968
 GB1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1968'1.2 MI W FROM RED BOILING SPRINGS.
 GB1968'1.2 MILES WEST ALONG STATE HIGHWAY 52 FROM RED BOILING SPRINGS,
 GB1968'MACON COUNTY, ABOUT 175 YARDS NORTHWEST OF THE INTERSECTION
 GB1968'OF STATE HIGHWAY 56, 55 YARDS NORTHEAST OF THE NORTHEAST CORNER
 GB1968'OF A BRICK HOUSE, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1968'2.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S
 GB1968'82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1968
 GB1968                          STATION RECOVERY (1950)
 GB1968
 GB1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1968'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF RED BOILING SPRINGS
 GB1968'ON THE SOUTH SIDE OF STATE HIGHWAY 52 AND 0.1 MILE WEST OF THE
 GB1968'JUNCTION OF STATE HIGHWAYS 52 AND 56.  IT IS 95 FEET NORTHEAST OF THE
 GB1968'NORTHEAST CORNER OF A RED BRICK HOUSE, 27 FEET SOUTHWEST OF THE
 GB1968'CENTER OF HIGHWAY 52 AND 5 FEET SOUTH OF A FENCELINE.  THE MARK IS AN
 GB1968'8X8 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES WITH A
 GB1968'STANDARD USC AND GS BENCH MARK DISK STAMPED S 82 1935.
 GB1968'
 GB1968'A TRAVERSE CONNECTION WAS MADE FROM TRIAGULATION STATION RED BOILING
 GB1968'AND THE DISTANCE WAS FOUND TO BE 122.166 METERS (400.81 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1627 ***********************************************************************
 GB1627  DESIGNATION -  S 84
 GB1627  PID         -  GB1627
 GB1627  STATE/COUNTY-  TN/PUTNAM
 GB1627  USGS QUAD   -  MONTEREY (1981)
 GB1627
 GB1627                         *CURRENT SURVEY CONTROL
 GB1627  ___________________________________________________________________
 GB1627* NAD 83(1986)-  36 08 43.     (N)    085 15 59.     (W)     SCALED    
 GB1627* NAVD 88     -       572.638  (meters)    1878.73   (feet)  ADJUSTED  
 GB1627  ___________________________________________________________________
 GB1627  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB1627  DYNAMIC HT  -         572.106 (meters)    1876.98  (feet)  COMP
 GB1627  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GB1627
 GB1627  VERT ORDER  -  SECOND    CLASS 0
 GB1627
 GB1627.The horizontal coordinates were scaled from a topographic map and have
 GB1627.an estimated accuracy of +/- 6 seconds.
 GB1627
 GB1627.The orthometric height was determined by differential leveling
 GB1627.and adjusted by the National Geodetic Survey in June 1991..
 GB1627
 GB1627.The geoid height was determined by GEOID03.
 GB1627
 GB1627.The dynamic height is computed by dividing the NAVD 88
 GB1627.geopotential number by the normal gravity value computed on the
 GB1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1627.degrees latitude (g = 980.6199 gals.).
 GB1627
 GB1627.The modeled gravity was interpolated from observed gravity values.
 GB1627
 GB1627;                    North         East    Units  Estimated Accuracy
 GB1627;SPC TN       -   201,280.      666,020.      MT  (+/- 180 meters Scaled)
 GB1627
 GB1627                          SUPERSEDED SURVEY CONTROL
 GB1627
 GB1627  NGVD 29 (??/??/92)  572.639  (m)         1878.73   (f) ADJ UNCH    2 0
 GB1627
 GB1627.Superseded values are not recommended for survey control.
 GB1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1627.See file dsdata.txt to determine how the superseded data were derived.
 GB1627
 GB1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF559014(NAD 83)
 GB1627_MARKER: DB = BENCH MARK DISK
 GB1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1627_STAMPING: S 84 1935
 GB1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1627+STABILITY: SURFACE MOTION
 GB1627
 GB1627  HISTORY     - Date     Condition        Report By
 GB1627  HISTORY     - 1935     MONUMENTED       CGS
 GB1627  HISTORY     - 1955     GOOD             NGS
 GB1627  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1627
 GB1627                          STATION DESCRIPTION
 GB1627
 GB1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GB1627'AT MONTEREY.
 GB1627'AT MONTEREY, PUTNAM COUNTY, 265 YARDS EAST OF THE TENNESSEE
 GB1627'CENTRAL RAILWAY STATION, 95 YARDS WEST OF THE WATER TOWER, 33
 GB1627'FEET NORTHEAST OF A SWITCH SIGNAL, 37 FEET NORTH OF THE
 GB1627'NORTH RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 GB1627'STANDARD DISK, STAMPED S 84 1935 AND SET IN THE TOP OF A
 GB1627'CONCRETE POST.
 GB1627
 GB1627                          STATION RECOVERY (1960)
 GB1627
 GB1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0353 ***********************************************************************
 GC0353  DESIGNATION -  S 86
 GC0353  PID         -  GC0353
 GC0353  STATE/COUNTY-  TN/SUMNER
 GC0353  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0353
 GC0353                         *CURRENT SURVEY CONTROL
 GC0353  ___________________________________________________________________
 GC0353* NAD 83(1986)-  36 18 05.     (N)    086 39 10.     (W)     SCALED    
 GC0353* NAVD 88     -       141.387  (meters)     463.87   (feet)  ADJUSTED  
 GC0353  ___________________________________________________________________
 GC0353  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC0353  DYNAMIC HT  -         141.267 (meters)     463.47  (feet)  COMP
 GC0353  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GC0353
 GC0353  VERT ORDER  -  SECOND    CLASS 0
 GC0353
 GC0353.The horizontal coordinates were scaled from a topographic map and have
 GC0353.an estimated accuracy of +/- 6 seconds.
 GC0353
 GC0353.The orthometric height was determined by differential leveling
 GC0353.and adjusted by the National Geodetic Survey in June 1991..
 GC0353
 GC0353.The geoid height was determined by GEOID03.
 GC0353
 GC0353.The dynamic height is computed by dividing the NAVD 88
 GC0353.geopotential number by the normal gravity value computed on the
 GC0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0353.degrees latitude (g = 980.6199 gals.).
 GC0353
 GC0353.The modeled gravity was interpolated from observed gravity values.
 GC0353
 GC0353;                    North         East    Units  Estimated Accuracy
 GC0353;SPC TN       -   218,550.      541,370.      MT  (+/- 180 meters Scaled)
 GC0353
 GC0353                          SUPERSEDED SURVEY CONTROL
 GC0353
 GC0353  NGVD 29 (??/??/92)  141.446  (m)          464.06   (f) ADJ UNCH    2 0
 GC0353
 GC0353.Superseded values are not recommended for survey control.
 GC0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0353.See file dsdata.txt to determine how the superseded data were derived.
 GC0353
 GC0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF311174(NAD 83)
 GC0353_MARKER: DB = BENCH MARK DISK
 GC0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0353_SP_SET: CULVERT
 GC0353_STAMPING: S 86 1935
 GC0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0353
 GC0353  HISTORY     - Date     Condition        Report By
 GC0353  HISTORY     - 1935     MONUMENTED       CGS
 GC0353  HISTORY     - 1961     GOOD             NGS
 GC0353
 GC0353                          STATION DESCRIPTION
 GC0353
 GC0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0353'2.8 MI N FROM EDENWOLD.
 GC0353'IN SUMNER COUNTY, 2.8 MILES NORTH ALONG THE LOUISVILLE AND
 GC0353'NASHVILLE RAILROAD FROM THE STATION AT EDENWOLD, DAVIDSON COUNTY,
 GC0353'33 YARDS EAST OF A PRIVATE-ROAD CROSSING, 36.6 FEET SOUTHEAST OF A
 GC0353'SEMAPHORE, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF
 GC0353'THE SOUTH HEADWALL, 7.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 GC0353'1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0353'S 86 1935.
 GC0353
 GC0353                          STATION RECOVERY (1961)
 GC0353
 GC0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1250 ***********************************************************************
 GC1250  DESIGNATION -  S 87
 GC1250  PID         -  GC1250
 GC1250  STATE/COUNTY-  TN/ROBERTSON
 GC1250  USGS QUAD   -  ADAMS (1984)
 GC1250
 GC1250                         *CURRENT SURVEY CONTROL
 GC1250  ___________________________________________________________________
 GC1250* NAD 83(1986)-  36 34 51.     (N)    087 03 56.     (W)     SCALED    
 GC1250* NAVD 88     -       168.471  (meters)     552.73   (feet)  ADJUSTED  
 GC1250  ___________________________________________________________________
 GC1250  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1250  DYNAMIC HT  -         168.334 (meters)     552.28  (feet)  COMP
 GC1250  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GC1250
 GC1250  VERT ORDER  -  SECOND    CLASS 0
 GC1250
 GC1250.The horizontal coordinates were scaled from a topographic map and have
 GC1250.an estimated accuracy of +/- 6 seconds.
 GC1250
 GC1250.The orthometric height was determined by differential leveling
 GC1250.and adjusted by the National Geodetic Survey in June 1991..
 GC1250
 GC1250.The geoid height was determined by GEOID03.
 GC1250
 GC1250.The dynamic height is computed by dividing the NAVD 88
 GC1250.geopotential number by the normal gravity value computed on the
 GC1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1250.degrees latitude (g = 980.6199 gals.).
 GC1250
 GC1250.The modeled gravity was interpolated from observed gravity values.
 GC1250
 GC1250;                    North         East    Units  Estimated Accuracy
 GC1250;SPC TN       -   249,890.      504,630.      MT  (+/- 180 meters Scaled)
 GC1250
 GC1250                          SUPERSEDED SURVEY CONTROL
 GC1250
 GC1250  NGVD 29 (??/??/92)  168.542  (m)          552.96   (f) ADJ UNCH    2 0
 GC1250
 GC1250.Superseded values are not recommended for survey control.
 GC1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1250.See file dsdata.txt to determine how the superseded data were derived.
 GC1250
 GC1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF941483(NAD 83)
 GC1250_MARKER: DB = BENCH MARK DISK
 GC1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1250_STAMPING: S 87 1935
 GC1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1250+STABILITY: SURFACE MOTION
 GC1250
 GC1250  HISTORY     - Date     Condition        Report By
 GC1250  HISTORY     - 1935     MONUMENTED       CGS
 GC1250  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC1250
 GC1250                          STATION DESCRIPTION
 GC1250
 GC1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC1250'AT ADAMS.
 GC1250'AT ADAMS, ROBERTSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1250'RAILROAD, 35 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 GC1250'STATION, 13.7 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT
 GC1250'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC1250'S 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0340 ***********************************************************************
 FF0340  DESIGNATION -  S 88
 FF0340  PID         -  FF0340
 FF0340  STATE/COUNTY-  TN/SHELBY
 FF0340  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0340
 FF0340                         *CURRENT SURVEY CONTROL
 FF0340  ___________________________________________________________________
 FF0340* NAD 83(1986)-  35 09 40.     (N)    090 02 54.     (W)     SCALED    
 FF0340* NAVD 88     -        72.483  (meters)     237.80   (feet)  ADJUSTED  
 FF0340  ___________________________________________________________________
 FF0340  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0340  DYNAMIC HT  -          72.418 (meters)     237.59  (feet)  COMP
 FF0340  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FF0340
 FF0340  VERT ORDER  -  FIRST     CLASS I
 FF0340
 FF0340.The horizontal coordinates were scaled from a topographic map and have
 FF0340.an estimated accuracy of +/- 6 seconds.
 FF0340
 FF0340.The orthometric height was determined by differential leveling
 FF0340.and adjusted by the National Geodetic Survey in June 1991..
 FF0340.WARNING-Repeat measurements at this control monument indicate possible
 FF0340.vertical movement.
 FF0340
 FF0340.The geoid height was determined by GEOID03.
 FF0340
 FF0340.The dynamic height is computed by dividing the NAVD 88
 FF0340.geopotential number by the normal gravity value computed on the
 FF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0340.degrees latitude (g = 980.6199 gals.).
 FF0340
 FF0340.The modeled gravity was interpolated from observed gravity values.
 FF0340
 FF0340;                    North         East    Units  Estimated Accuracy
 FF0340;SPC TN       -    99,470.      231,260.      MT  (+/- 180 meters Scaled)
 FF0340
 FF0340                          SUPERSEDED SURVEY CONTROL
 FF0340
 FF0340  NGVD 29 (??/??/??)   72.445  (m)          237.68   (f) ADJUSTED    1 1
 FF0340
 FF0340.Superseded values are not recommended for survey control.
 FF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0340.See file dsdata.txt to determine how the superseded data were derived.
 FF0340
 FF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU688949(NAD 83)
 FF0340_MARKER: DB = BENCH MARK DISK
 FF0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0340_SP_SET: FOUNDATION
 FF0340_STAMPING: S 88 1957
 FF0340_MARK LOGO: CGS   
 FF0340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0340+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 FF0340
 FF0340  HISTORY     - Date     Condition        Report By
 FF0340  HISTORY     - 1957     MONUMENTED       CGS
 FF0340  HISTORY     - 1974     GOOD             NGS
 FF0340  HISTORY     - 19940905 GOOD             TN1620
 FF0340  HISTORY     - 20001128 GOOD             USE
 FF0340  HISTORY     - 20030618 GOOD             TN1620
 FF0340
 FF0340                          STATION DESCRIPTION
 FF0340
 FF0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0340'AT MEMPHIS.
 FF0340'AT MEMPHIS, AT THE BAYOU GAYOSO WATER PUMPING STATION, ABOUT 205
 FF0340'FEET WEST OF THE CENTER LINE OF NORTH FRONT STREET, 156 FEET
 FF0340'SOUTH OF THE CENTER LINE OF SAFFARANS AVENUE CROSSING OVER
 FF0340'ILLINOIS CENTRAL RAILROAD, 31 FEET EAST OF THE EAST RAIL OF THE
 FF0340'NORTH BOUND TRACK OF ILLINOIS CENTRAL RAILROAD, 29 1/2 FEET
 FF0340'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF PUMPING STATION
 FF0340'BUILDING, 4.5 FEET WEST OF THE WEST FACE OF BUILDING, SET IN TOP
 FF0340'OF THE SOUTHWEST CORNER OF FOUNDATION LIKE LEDGE OF A CONTROL
 FF0340'VALVE, 1 1/2 FEET NORTH OF THE SOUTH END OF LEDGE AND 1 FOOT ABOVE
 FF0340'TRACK.  NOTE-- THIS MARK IS ALSO 1.05 MILE NORTH ALONG NORTH
 FF0340'FRONT STREET FROM THE COURTHOUSE AND POST OFFICE.
 FF0340
 FF0340                          STATION RECOVERY (1994)
 FF0340
 FF0340'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0340'RECOVERED IN GOOD CONDITION.
 FF0340
 FF0340                          STATION RECOVERY (2000)
 FF0340
 FF0340'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0340'RECOVERED IN GOOD CONDITION.  NOTE- BEHIND LOCKED FENCE AT REAR OF
 FF0340'PUMPING PLANT.
 FF0340
 FF0340                          STATION RECOVERY (2003)
 FF0340
 FF0340'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FF0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0832 ***********************************************************************
 FD0832  DESIGNATION -  S 9
 FD0832  PID         -  FD0832
 FD0832  STATE/COUNTY-  TN/MAURY
 FD0832  USGS QUAD   -  SANDY HOOK (1985)
 FD0832
 FD0832                         *CURRENT SURVEY CONTROL
 FD0832  ___________________________________________________________________
 FD0832* NAD 83(1986)-  35 29 11.     (N)    087 14 10.     (W)     SCALED    
 FD0832* NAVD 88     -       212.100  (meters)     695.86   (feet)  ADJUSTED  
 FD0832  ___________________________________________________________________
 FD0832  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0832  DYNAMIC HT  -         211.905 (meters)     695.23  (feet)  COMP
 FD0832  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FD0832
 FD0832  VERT ORDER  -  FIRST     CLASS II
 FD0832
 FD0832.The horizontal coordinates were scaled from a topographic map and have
 FD0832.an estimated accuracy of +/- 6 seconds.
 FD0832
 FD0832.The orthometric height was determined by differential leveling
 FD0832.and adjusted by the National Geodetic Survey in June 1991..
 FD0832
 FD0832.The geoid height was determined by GEOID03.
 FD0832
 FD0832.The dynamic height is computed by dividing the NAVD 88
 FD0832.geopotential number by the normal gravity value computed on the
 FD0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0832.degrees latitude (g = 980.6199 gals.).
 FD0832
 FD0832.The modeled gravity was interpolated from observed gravity values.
 FD0832
 FD0832;                    North         East    Units  Estimated Accuracy
 FD0832;SPC TN       -   128,640.      487,840.      MT  (+/- 180 meters Scaled)
 FD0832
 FD0832                          SUPERSEDED SURVEY CONTROL
 FD0832
 FD0832  NGVD 29 (??/??/92)  212.079  (m)          695.80   (f) ADJ UNCH    1 2
 FD0832
 FD0832.Superseded values are not recommended for survey control.
 FD0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0832.See file dsdata.txt to determine how the superseded data were derived.
 FD0832
 FD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE785270(NAD 83)
 FD0832_MARKER: DB = BENCH MARK DISK
 FD0832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FD0832_STAMPING: S 9 1931
 FD0832_MARK LOGO: CGS   
 FD0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0832+STABILITY: POSITION/ELEVATION WELL
 FD0832
 FD0832  HISTORY     - Date     Condition        Report By
 FD0832  HISTORY     - 1931     MONUMENTED       CGS
 FD0832  HISTORY     - 1962     GOOD             NGS
 FD0832  HISTORY     - 1983     GOOD             NGS
 FD0832
 FD0832                          STATION DESCRIPTION
 FD0832
 FD0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0832'1.7 MI NE FROM ROCKDALE.
 FD0832'1.7 MILES NORTHEAST ALONG THE LOUISVILE AND NASHVILLE RAILROAD
 FD0832'FROM ROCKDALE, MAURY COUNTY, JUST SOUTH OF THE HIGHWAY BRIDGE
 FD0832'OVER BOGBY CREEK, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 6,
 FD0832'NEAR THE CENTER OF THE TOP OF THE PIER FOUNDATION, 10 FEET SOUTH
 FD0832'OF THE SOUTH RAIL, AND 4 FEET ABOVE THE TOP OF THE RAIL.
 FD0832
 FD0832                          STATION RECOVERY (1983)
 FD0832
 FD0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0267 ***********************************************************************
 FF0267  DESIGNATION -  S 90
 FF0267  PID         -  FF0267
 FF0267  STATE/COUNTY-  TN/TIPTON
 FF0267  USGS QUAD   -  PECAN POINT (1970)
 FF0267
 FF0267                         *CURRENT SURVEY CONTROL
 FF0267  ___________________________________________________________________
 FF0267* NAD 83(1986)-  35 23 50.     (N)    090 00 11.     (W)     SCALED    
 FF0267* NAVD 88     -        71.034  (meters)     233.05   (feet)  ADJUSTED  
 FF0267  ___________________________________________________________________
 FF0267  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0267  DYNAMIC HT  -          70.971 (meters)     232.84  (feet)  COMP
 FF0267  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FF0267
 FF0267  VERT ORDER  -  FIRST     CLASS II
 FF0267
 FF0267.The horizontal coordinates were scaled from a topographic map and have
 FF0267.an estimated accuracy of +/- 6 seconds.
 FF0267
 FF0267.The orthometric height was determined by differential leveling
 FF0267.and adjusted by the National Geodetic Survey in June 1991..
 FF0267
 FF0267.The geoid height was determined by GEOID03.
 FF0267
 FF0267.The dynamic height is computed by dividing the NAVD 88
 FF0267.geopotential number by the normal gravity value computed on the
 FF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0267.degrees latitude (g = 980.6199 gals.).
 FF0267
 FF0267.The modeled gravity was interpolated from observed gravity values.
 FF0267
 FF0267;                    North         East    Units  Estimated Accuracy
 FF0267;SPC TN       -   125,470.      236,450.      MT  (+/- 180 meters Scaled)
 FF0267
 FF0267                          SUPERSEDED SURVEY CONTROL
 FF0267
 FF0267  NGVD 29 (??/??/??)   71.001  (m)          232.94   (f) ADJUSTED    1 2
 FF0267
 FF0267.Superseded values are not recommended for survey control.
 FF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0267.See file dsdata.txt to determine how the superseded data were derived.
 FF0267
 FF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV721212(NAD 83)
 FF0267_MARKER: DB = BENCH MARK DISK
 FF0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0267_STAMPING: S 90 1957
 FF0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0267+STABILITY: SURFACE MOTION
 FF0267
 FF0267  HISTORY     - Date     Condition        Report By
 FF0267  HISTORY     - 1957     MONUMENTED       CGS
 FF0267
 FF0267                          STATION DESCRIPTION
 FF0267
 FF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0267'7.3 MI SW FROM DIXONVILLE.
 FF0267'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FF0267'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FF0267'GRAVEL ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL
 FF0267'ROAD, THENCE 0.9 MILE WEST ALONG A FARM ROAD, AT THE WEST CORNER
 FF0267'OF A PLOWED FIELD, 46 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 FF0267'THE ROAD, 130 FEET EAST OF THE EAST CORNER OF A 10-FOOT WOODEN
 FF0267'BRIDGE UNDER THE ROAD, 37 FEET SOUTH OF A SMALL HEDGE BUSH, 17
 FF0267'FEET NORTHEAST OF A BLAZED TRIPLE BODIED ELM TREE AND ON TOP OF
 FF0267'A SMALL KNOLL, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FF0267'4 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0267'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1598 ***********************************************************************
 FE1598  DESIGNATION -  S 91
 FE1598  PID         -  FE1598
 FE1598  STATE/COUNTY-  TN/LAUDERDALE
 FE1598  USGS QUAD   -  ROSA (1983)
 FE1598
 FE1598                         *CURRENT SURVEY CONTROL
 FE1598  ___________________________________________________________________
 FE1598* NAD 83(1986)-  35 45 37.     (N)    089 47 11.     (W)     SCALED    
 FE1598* NAVD 88     -        76.778  (meters)     251.90   (feet)  ADJUSTED  
 FE1598  ___________________________________________________________________
 FE1598  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1598  DYNAMIC HT  -          76.713 (meters)     251.68  (feet)  COMP
 FE1598  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1598
 FE1598  VERT ORDER  -  FIRST     CLASS II
 FE1598
 FE1598.The horizontal coordinates were scaled from a topographic map and have
 FE1598.an estimated accuracy of +/- 6 seconds.
 FE1598
 FE1598.The orthometric height was determined by differential leveling
 FE1598.and adjusted by the National Geodetic Survey in June 1991..
 FE1598
 FE1598.The geoid height was determined by GEOID03.
 FE1598
 FE1598.The dynamic height is computed by dividing the NAVD 88
 FE1598.geopotential number by the normal gravity value computed on the
 FE1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1598.degrees latitude (g = 980.6199 gals.).
 FE1598
 FE1598.The modeled gravity was interpolated from observed gravity values.
 FE1598
 FE1598;                    North         East    Units  Estimated Accuracy
 FE1598;SPC TN       -   164,940.      257,680.      MT  (+/- 180 meters Scaled)
 FE1598
 FE1598                          SUPERSEDED SURVEY CONTROL
 FE1598
 FE1598  NGVD 29 (??/??/??)   76.736  (m)          251.76   (f) ADJUSTED    1 2
 FE1598
 FE1598.Superseded values are not recommended for survey control.
 FE1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1598.See file dsdata.txt to determine how the superseded data were derived.
 FE1598
 FE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE480609(NAD 83)
 FE1598_MARKER: DB = BENCH MARK DISK
 FE1598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1598_SP_SET: 48 FEET
 FE1598_STAMPING: S 91 1957
 FE1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1598
 FE1598  HISTORY     - Date     Condition        Report By
 FE1598  HISTORY     - 1957     MONUMENTED       CGS
 FE1598  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1598
 FE1598                          STATION DESCRIPTION
 FE1598
 FE1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1598'1.6 MI W FROM ASHPORT.
 FE1598'1.6 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1598'144 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 142 1/2
 FE1598'FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A CONCRETE LOADING
 FE1598'DOCK AT THE NORTHEAST END OF A COTTON GIN, 32 1/2 FEET
 FE1598'EAST-NORTHEAST OF THE EAST CORNER OF A SCALE PIT, 44 1/2 FEET
 FE1598'NORTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK WELL HOUSE, 34 FEET
 FE1598'WEST-SOUTHWEST OF THE SOUTH CORNER OF A STORE BUILDING AND THE
 FE1598'ASHPORT POST OFFICE, 7 1/2 FEET EAST OF THE EAST CORNER OF THE
 FE1598'COTTON GIN OFFICE AND SCALE HOUSE, ABOUT 1 FOOT BELOW THE LEVEL
 FE1598'OF THE HIGHWAY, A DISK ON TOP OF A COPPER COATED STEEL ROD
 FE1598'PROJECTING 1 INCH ABOVE THE GROUND AND PROTECTED BY A 4 INCH
 FE1598'TILE PROJECTING 1 INCH ABOVE THE GROUND.  ROD DRIVEN TO A DEPTH
 FE1598'OF 48 FEET.
 FE1598
 FE1598                          STATION RECOVERY (1971)
 FE1598
 FE1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1348 ***********************************************************************
 FE1348  DESIGNATION -  S 93
 FE1348  PID         -  FE1348
 FE1348  STATE/COUNTY-  TN/TIPTON
 FE1348  USGS QUAD   -  MUNFORD (1983)
 FE1348
 FE1348                         *CURRENT SURVEY CONTROL
 FE1348  ___________________________________________________________________
 FE1348* NAD 83(1986)-  35 27 04.     (N)    089 45 52.     (W)     SCALED    
 FE1348* NAVD 88     -       127.900  (meters)     419.62   (feet)  ADJUSTED  
 FE1348  ___________________________________________________________________
 FE1348  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1348  DYNAMIC HT  -         127.789 (meters)     419.25  (feet)  COMP
 FE1348  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FE1348
 FE1348  VERT ORDER  -  SECOND    CLASS 0
 FE1348
 FE1348.The horizontal coordinates were scaled from a topographic map and have
 FE1348.an estimated accuracy of +/- 6 seconds.
 FE1348
 FE1348.The orthometric height was determined by differential leveling
 FE1348.and adjusted by the National Geodetic Survey in June 1991..
 FE1348
 FE1348.The geoid height was determined by GEOID03.
 FE1348
 FE1348.The dynamic height is computed by dividing the NAVD 88
 FE1348.geopotential number by the normal gravity value computed on the
 FE1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1348.degrees latitude (g = 980.6199 gals.).
 FE1348
 FE1348.The modeled gravity was interpolated from observed gravity values.
 FE1348
 FE1348;                    North         East    Units  Estimated Accuracy
 FE1348;SPC TN       -   130,590.      258,340.      MT  (+/- 180 meters Scaled)
 FE1348
 FE1348                          SUPERSEDED SURVEY CONTROL
 FE1348
 FE1348  NGVD 29 (??/??/??)  127.870  (m)          419.52   (f) ADJUSTED    2 0
 FE1348
 FE1348.Superseded values are not recommended for survey control.
 FE1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1348.See file dsdata.txt to determine how the superseded data were derived.
 FE1348
 FE1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE491265(NAD 83)
 FE1348_MARKER: DB = BENCH MARK DISK
 FE1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1348_STAMPING: S 93 1957
 FE1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1348+STABILITY: SURFACE MOTION
 FE1348
 FE1348  HISTORY     - Date     Condition        Report By
 FE1348  HISTORY     - 1957     MONUMENTED       CGS
 FE1348  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1348
 FE1348                          STATION DESCRIPTION
 FE1348
 FE1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1348'1 MI NE FROM ATOKA.
 FE1348'ABOUT 1.0 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1348'FROM THE STATION AT ATOKA, ABOUT 0.15 MILE SOUTHWEST OF MILEPOST
 FE1348'NO. 363, 43 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 84 FEET
 FE1348'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A ROAD
 FE1348'CROSSING AND THE NORTH BOUND TRACK, 83 FEET SOUTH-SOUTHWEST OF
 FE1348'THE CENTER LINE OF THE ROAD, 65 FEET WEST-NORTHWEST OF THE
 FE1348'NORTHWEST CORNER OF A SMALL GREEN FRAME HOUSE, 19 FEET NORTHEAST
 FE1348'OF TELEPHONE POLE NO. 6091 AND IN LINE WITH A ROW OF POLES, 5
 FE1348'FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FE1348'CONCRETE POST PROJECTING 2 INCHES.
 FE1348
 FE1348                          STATION RECOVERY (2002)
 FE1348
 FE1348'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1348'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1769 ***********************************************************************
 FE1769  DESIGNATION -  S 94
 FE1769  PID         -  FE1769
 FE1769  STATE/COUNTY-  TN/LAUDERDALE
 FE1769  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1769
 FE1769                         *CURRENT SURVEY CONTROL
 FE1769  ___________________________________________________________________
 FE1769* NAD 83(1986)-  35 44 43.     (N)    089 31 49.     (W)     SCALED    
 FE1769* NAVD 88     -       139.836  (meters)     458.78   (feet)  ADJUSTED  
 FE1769  ___________________________________________________________________
 FE1769  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1769  DYNAMIC HT  -         139.717 (meters)     458.39  (feet)  COMP
 FE1769  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 FE1769
 FE1769  VERT ORDER  -  FIRST     CLASS I
 FE1769
 FE1769.The horizontal coordinates were scaled from a topographic map and have
 FE1769.an estimated accuracy of +/- 6 seconds.
 FE1769
 FE1769.The orthometric height was determined by differential leveling
 FE1769.and adjusted by the National Geodetic Survey in June 1991..
 FE1769
 FE1769.The geoid height was determined by GEOID03.
 FE1769
 FE1769.The dynamic height is computed by dividing the NAVD 88
 FE1769.geopotential number by the normal gravity value computed on the
 FE1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1769.degrees latitude (g = 980.6199 gals.).
 FE1769
 FE1769.The modeled gravity was interpolated from observed gravity values.
 FE1769
 FE1769;                    North         East    Units  Estimated Accuracy
 FE1769;SPC TN       -   162,410.      280,760.      MT  (+/- 180 meters Scaled)
 FE1769
 FE1769                          SUPERSEDED SURVEY CONTROL
 FE1769
 FE1769  NGVD 29 (??/??/??)  139.796  (m)          458.65   (f) ADJUSTED    1 1
 FE1769
 FE1769.Superseded values are not recommended for survey control.
 FE1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1769.See file dsdata.txt to determine how the superseded data were derived.
 FE1769
 FE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE711586(NAD 83)
 FE1769_MARKER: DB = BENCH MARK DISK
 FE1769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1769_SP_SET: FOUNDATION
 FE1769_STAMPING: S 94 1957
 FE1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1769+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1769
 FE1769  HISTORY     - Date     Condition        Report By
 FE1769  HISTORY     - 1957     MONUMENTED       CGS
 FE1769  HISTORY     - 1974     GOOD             NGS
 FE1769  HISTORY     - 20020808 GOOD             USACE
 FE1769
 FE1769                          STATION DESCRIPTION
 FE1769
 FE1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1769'AT RIPLEY.
 FE1769'AT RIPLEY, SET VERTICALLY IN THE WEST FACE OF LIMESTONE
 FE1769'FOUNDATION OF THE COUNTY COURTHOUSE, 64.5 FEET EAST OF THE EAST
 FE1769'CURB OF JEFFERSON STREET, 23.3 FEET SOUTH OF THE CENTER OF THE
 FE1769'WEST MAIN ENTRANCE, 33 FEET NORTH OF THE SOUTHWEST CORNER, 3
 FE1769'FEET ABOVE GROUND, ABOUT 10 FEET ABOVE STREET LEVEL.
 FE1769
 FE1769                          STATION RECOVERY (2002)
 FE1769
 FE1769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0846 ***********************************************************************
 GD0846  DESIGNATION -  S 95
 GD0846  PID         -  GD0846
 GD0846  STATE/COUNTY-  TN/LAKE
 GD0846  USGS QUAD   -  MOORING (1983)
 GD0846
 GD0846                         *CURRENT SURVEY CONTROL
 GD0846  ___________________________________________________________________
 GD0846* NAD 83(1986)-  36 18 49.     (N)    089 30 59.     (W)     SCALED    
 GD0846* NAVD 88     -        85.572  (meters)     280.75   (feet)  ADJUSTED  
 GD0846  ___________________________________________________________________
 GD0846  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0846  DYNAMIC HT  -          85.502 (meters)     280.52  (feet)  COMP
 GD0846  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GD0846
 GD0846  VERT ORDER  -  FIRST     CLASS II
 GD0846
 GD0846.The horizontal coordinates were scaled from a topographic map and have
 GD0846.an estimated accuracy of +/- 6 seconds.
 GD0846
 GD0846.The orthometric height was determined by differential leveling
 GD0846.and adjusted by the National Geodetic Survey in June 1991..
 GD0846
 GD0846.The geoid height was determined by GEOID03.
 GD0846
 GD0846.The dynamic height is computed by dividing the NAVD 88
 GD0846.geopotential number by the normal gravity value computed on the
 GD0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0846.degrees latitude (g = 980.6199 gals.).
 GD0846
 GD0846.The modeled gravity was interpolated from observed gravity values.
 GD0846
 GD0846;                    North         East    Units  Estimated Accuracy
 GD0846;SPC TN       -   225,390.      284,280.      MT  (+/- 180 meters Scaled)
 GD0846
 GD0846                          SUPERSEDED SURVEY CONTROL
 GD0846
 GD0846  NGVD 29 (??/??/??)   85.494  (m)          280.49   (f) ADJUSTED    1 2
 GD0846
 GD0846.Superseded values are not recommended for survey control.
 GD0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0846.See file dsdata.txt to determine how the superseded data were derived.
 GD0846
 GD0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF740216(NAD 83)
 GD0846_MARKER: DB = BENCH MARK DISK
 GD0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0846_SP_SET: STEEL ROD
 GD0846_STAMPING: S 95 1957
 GD0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0846
 GD0846  HISTORY     - Date     Condition        Report By
 GD0846  HISTORY     - 1957     MONUMENTED       CGS
 GD0846  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0846
 GD0846                          STATION DESCRIPTION
 GD0846
 GD0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0846'AT MOORING.
 GD0846'AT MOORING, AT THE SCHOOL, 94 FEET SOUTH OF CENTER LINE OF
 GD0846'EAST-WEST ROAD, 239 FEET WEST-SOUTHWEST OF CENTER OF T JUNCTION
 GD0846'OF A BLACK TOP ROAD SOUTH, 94 3/4 FEET NORTHEAST OF NORTHEAST
 GD0846'CORNER OF STUCCO SCHOOL BUILDING, 40 1/2 FEET NORTH-NORTHEAST
 GD0846'OF NORTHEAST CORNER OF QUONSET HUT USED BY SCHOOL, 24 FEET
 GD0846'WEST-NORTHWEST OF SOUTHWEST CORNER OF AN UNPAINTED FRAME HOUSE,
 GD0846'12 FEET NORTH-NORTHWEST OF A 30-INCH ELM TREE, 1/2 FOOT WEST
 GD0846'OF A FENCE LINE, 4 3/4 FEET SOUTH OF A CONCRETE WITNESS POST,
 GD0846'ABOUT LEVEL WITH ROAD AND IS A DISK ON COPPER COATED STEEL ROD
 GD0846'ABOUT 3 INCHES UNDERGROUND AND PROTECTED BY A 4-INCH TILE
 GD0846'WHICH IS 1 INCH BELOW GROUND.  NOTE-- PLOTS IN A FLOWER GARDEN.
 GD0846'WITNESS POST LAYING ON SIDE AT THE NE CORNER OF QUONSET HUT.
 GD0846
 GD0846                          STATION RECOVERY (1963)
 GD0846
 GD0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1547 ***********************************************************************
 FE1547  DESIGNATION -  S 96
 FE1547  PID         -  FE1547
 FE1547  STATE/COUNTY-  TN/LAUDERDALE
 FE1547  USGS QUAD   -  OPEN LAKE (1983)
 FE1547
 FE1547                         *CURRENT SURVEY CONTROL
 FE1547  ___________________________________________________________________
 FE1547* NAD 83(1986)-  35 52 02.     (N)    089 39 18.     (W)     SCALED    
 FE1547* NAVD 88     -        77.493  (meters)     254.24   (feet)  ADJUSTED  
 FE1547  ___________________________________________________________________
 FE1547  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE1547  DYNAMIC HT  -          77.427 (meters)     254.03  (feet)  COMP
 FE1547  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1547
 FE1547  VERT ORDER  -  FIRST     CLASS II
 FE1547
 FE1547.The horizontal coordinates were scaled from a topographic map and have
 FE1547.an estimated accuracy of +/- 6 seconds.
 FE1547
 FE1547.The orthometric height was determined by differential leveling
 FE1547.and adjusted by the National Geodetic Survey in June 1991..
 FE1547
 FE1547.The geoid height was determined by GEOID03.
 FE1547
 FE1547.The dynamic height is computed by dividing the NAVD 88
 FE1547.geopotential number by the normal gravity value computed on the
 FE1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1547.degrees latitude (g = 980.6199 gals.).
 FE1547
 FE1547.The modeled gravity was interpolated from observed gravity values.
 FE1547
 FE1547;                    North         East    Units  Estimated Accuracy
 FE1547;SPC TN       -   176,350.      269,990.      MT  (+/- 180 meters Scaled)
 FE1547
 FE1547                          SUPERSEDED SURVEY CONTROL
 FE1547
 FE1547  NGVD 29 (??/??/??)   77.438  (m)          254.06   (f) ADJUSTED    1 2
 FE1547
 FE1547.Superseded values are not recommended for survey control.
 FE1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1547.See file dsdata.txt to determine how the superseded data were derived.
 FE1547
 FE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE602724(NAD 83)
 FE1547_MARKER: DB = BENCH MARK DISK
 FE1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1547_STAMPING: S 96 1957
 FE1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1547+STABILITY: SURFACE MOTION
 FE1547
 FE1547  HISTORY     - Date     Condition        Report By
 FE1547  HISTORY     - 1957     MONUMENTED       CGS
 FE1547  HISTORY     - 1964     MARK NOT FOUND   CGS
 FE1547
 FE1547                          STATION DESCRIPTION
 FE1547
 FE1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1547'4.8 MI SW FROM HALES POINT.
 FE1547'4.8 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 FE1547'BARR FROM THE JUNCTION OF STATE HIGHWAY 88 AND BAPTIST CHURCH AT
 FE1547'HALES POINT, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST,
 FE1547'WEST AND ACROSS A TRACK ROAD LEADING NORTH FROM A SAW MILL SITE,
 FE1547'33 FEET NORTH OF CENTER LINE OF ROAD, 49 FEET NORTHWEST OF CENTER
 FE1547'OF JUNCTION OF ROADS, 67 FEET WEST OF CENTER LINE OF TRACK ROAD
 FE1547'NORTH, 38 FEET SOUTH OF AN EAST-WEST FENCE LINE, 6 FEET SOUTH
 FE1547'OF A 10-INCH ELM TREE, 2 FEET EAST OF A CONCRETE WITNESS POST,
 FE1547'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 FE1547'POST PROJECTING 3 INCHES.  NOTE-- THE DESCRIBED AREA IS NOW A
 FE1547'DEEP DITCH CAUSED BY ROAD IMPROVEMENTS.
 FE1547
 FE1547                          STATION RECOVERY (1964)
 FE1547
 FE1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FE1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0888 ***********************************************************************
 GA0888  DESIGNATION -  S 98
 GA0888  PID         -  GA0888
 GA0888  STATE/COUNTY-  TN/GREENE
 GA0888  USGS QUAD   -  BAILEYTON (1971)
 GA0888
 GA0888                         *CURRENT SURVEY CONTROL
 GA0888  ___________________________________________________________________
 GA0888* NAD 83(1986)-  36 19 26.     (N)    082 49 23.     (W)     SCALED    
 GA0888* NAVD 88     -       367.956  (meters)    1207.20   (feet)  ADJUSTED  
 GA0888  ___________________________________________________________________
 GA0888  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0888  DYNAMIC HT  -         367.616 (meters)    1206.09  (feet)  COMP
 GA0888  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA0888
 GA0888  VERT ORDER  -  SECOND    CLASS 0
 GA0888
 GA0888.The horizontal coordinates were scaled from a topographic map and have
 GA0888.an estimated accuracy of +/- 6 seconds.
 GA0888
 GA0888.The orthometric height was determined by differential leveling
 GA0888.and adjusted by the National Geodetic Survey in June 1991..
 GA0888
 GA0888.The geoid height was determined by GEOID03.
 GA0888
 GA0888.The dynamic height is computed by dividing the NAVD 88
 GA0888.geopotential number by the normal gravity value computed on the
 GA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0888.degrees latitude (g = 980.6199 gals.).
 GA0888
 GA0888.The modeled gravity was interpolated from observed gravity values.
 GA0888
 GA0888;                    North         East    Units  Estimated Accuracy
 GA0888;SPC TN       -   225,480.      885,220.      MT  (+/- 180 meters Scaled)
 GA0888
 GA0888                          SUPERSEDED SURVEY CONTROL
 GA0888
 GA0888  NGVD 29 (??/??/92)  368.093  (m)         1207.65   (f) ADJ UNCH    2 0
 GA0888
 GA0888.Superseded values are not recommended for survey control.
 GA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0888.See file dsdata.txt to determine how the superseded data were derived.
 GA0888
 GA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA363214(NAD 83)
 GA0888_MARKER: DB = BENCH MARK DISK
 GA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0888_STAMPING: S 98 1935
 GA0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0888+STABILITY: SURFACE MOTION
 GA0888
 GA0888  HISTORY     - Date     Condition        Report By
 GA0888  HISTORY     - 1935     MONUMENTED       CGS
 GA0888  HISTORY     - 1955     GOOD             TVA
 GA0888
 GA0888                          STATION DESCRIPTION
 GA0888
 GA0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0888'1.1 MI SE FROM BAILEYTON.
 GA0888'1.1 MILES SOUTHEAST ALONG THE LOCUST SPRING ROAD FROM THE POST
 GA0888'OFFICE AT BAILEYTON, GREENE COUNTY, 130 YARDS SOUTH OF THE
 GA0888'SOUTHWEST CORNER OF THE C.P. WEIMS RESIDENCE, 35 FEET WEST OF A
 GA0888'PRIVATE ROAD LEADING TO THE B. COOPER RESIDENCE, 27 FEET SOUTH
 GA0888'OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.
 GA0888'LOCATED IN CULTIVATED FIELD, 56 FEET WEST NORTHWEST OF THE CENTERLINE
 GA0888'OF JUNCTION OF ROAD AND DRIVEWAY NORTHEAST TO A 1-STORY HOUSE,
 GA0888'126 FEET SOUTHEAST OF NAIL IN BOTTLE CAP IN POWER POLE 207, 84
 GA0888'FEET EAST OF NAIL IN BOTTLE CAP IN A 15 INCH OAK TREE IN FENCE
 GA0888'CORNER AND 9.6 FEET SOUTHWEST OF STEEL WITNESS POST.  A STANDARD
 GA0888'DISK, STAMPED S 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0888
 GA0888                          STATION RECOVERY (1955)
 GA0888
 GA0888'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0869 ***********************************************************************
 GA0869  DESIGNATION -  S 99
 GA0869  PID         -  GA0869
 GA0869  STATE/COUNTY-  TN/GREENE
 GA0869  USGS QUAD   -  MOSHEIM (1971)
 GA0869
 GA0869                         *CURRENT SURVEY CONTROL
 GA0869  ___________________________________________________________________
 GA0869* NAD 83(1986)-  36 12 17.     (N)    082 58 11.     (W)     SCALED    
 GA0869* NAVD 88     -       378.981  (meters)    1243.37   (feet)  ADJUSTED  
 GA0869  ___________________________________________________________________
 GA0869  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0869  DYNAMIC HT  -         378.628 (meters)    1242.22  (feet)  COMP
 GA0869  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 GA0869
 GA0869  VERT ORDER  -  SECOND    CLASS 0
 GA0869
 GA0869.The horizontal coordinates were scaled from a topographic map and have
 GA0869.an estimated accuracy of +/- 6 seconds.
 GA0869
 GA0869.The orthometric height was determined by differential leveling
 GA0869.and adjusted by the National Geodetic Survey in June 1991..
 GA0869
 GA0869.The geoid height was determined by GEOID03.
 GA0869
 GA0869.The dynamic height is computed by dividing the NAVD 88
 GA0869.geopotential number by the normal gravity value computed on the
 GA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0869.degrees latitude (g = 980.6199 gals.).
 GA0869
 GA0869.The modeled gravity was interpolated from observed gravity values.
 GA0869
 GA0869;                    North         East    Units  Estimated Accuracy
 GA0869;SPC TN       -   211,850.      872,460.      MT  (+/- 180 meters Scaled)
 GA0869
 GA0869                          SUPERSEDED SURVEY CONTROL
 GA0869
 GA0869  NGVD 29 (??/??/92)  379.127  (m)         1243.85   (f) ADJ UNCH    2 0
 GA0869
 GA0869.Superseded values are not recommended for survey control.
 GA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0869.See file dsdata.txt to determine how the superseded data were derived.
 GA0869
 GA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA229084(NAD 83)
 GA0869_MARKER: DB = BENCH MARK DISK
 GA0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0869_STAMPING: S 99 1935
 GA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0869+STABILITY: SURFACE MOTION
 GA0869
 GA0869  HISTORY     - Date     Condition        Report By
 GA0869  HISTORY     - 1935     MONUMENTED       CGS
 GA0869  HISTORY     - 1950     GOOD             TVA
 GA0869  HISTORY     - 1981     GOOD             LOCENG
 GA0869
 GA0869                          STATION DESCRIPTION
 GA0869
 GA0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0869'1.6 MI N FROM MOSHEIM.
 GA0869'1.6 MILES NORTH ALONG THE MT. CARMEL ROAD FROM THE POST OFFICE
 GA0869'AT MOSHEIM, GREENE COUNTY, AT BIG SPRING CHURCH, 20 YARDS WEST
 GA0869'OF THE CENTERLINE OF THE ROAD, 16 YARDS SOUTH OF THE SOUTH SIDE
 GA0869'OF THE BUILDING, 4 FEET HIGHER THAN THE ROAD, 47 FEET SOUTHEAST
 GA0869'OF SOUTHWEST CORNER OF CHURCH, 6 FEET NORTH NORTHEAST OF
 GA0869'FENCE CORNER AND 1 FOOT EAST OF FENCE LINE.  A STANDARD DISK,
 GA0869'STAMPED S 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0869
 GA0869                          STATION RECOVERY (1950)
 GA0869
 GA0869'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0869'RECOVERED IN GOOD CONDITION.
 GA0869
 GA0869                          STATION RECOVERY (1981)
 GA0869
 GA0869'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2571 ***********************************************************************
 GB2571  DESIGNATION -  SADIE
 GB2571  PID         -  GB2571
 GB2571  STATE/COUNTY-  TN/MORGAN
 GB2571  USGS QUAD   -  PETROS (1979)
 GB2571
 GB2571                         *CURRENT SURVEY CONTROL
 GB2571  ___________________________________________________________________
 GB2571* NAD 83(1995)-  36 02 09.73420(N)    084 24 11.84633(W)     ADJUSTED  
 GB2571* NAVD 88     -       363.4    (meters)    1192.     (feet)  VERTCON   
 GB2571  ___________________________________________________________________
 GB2571  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GB2571  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB2571
 GB2571  HORZ ORDER  -  SECOND
 GB2571
 GB2571.The horizontal coordinates were established by classical geodetic methods
 GB2571.and adjusted by the National Geodetic Survey in April 1999..
 GB2571
 GB2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2571
 GB2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2571
 GB2571.The geoid height was determined by GEOID03.
 GB2571
 GB2571;                    North         East     Units Scale Factor Converg.
 GB2571;SPC TN       -   190,087.708   743,886.758   MT  0.99995459   +0 56 05.2
 GB2571;SPC TN       -   623,646.09  2,440,568.47   sFT  0.99995459   +0 56 05.2
 GB2571;UTM  16      - 3,991,065.622   733,953.582   MT  1.00027447   +1 31 42.0
 GB2571
 GB2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2571!SPC TN       -   0.99994768  x   0.99995459  =   0.99990227
 GB2571!UTM  16      -   0.99994768  x   1.00027447  =   1.00022213
 GB2571
 GB2571|---------------------------------------------------------------------|
 GB2571| PID    Reference Object                     Distance      Geod. Az  |
 GB2571|                                                           dddmmss.s |
 GB2571| DC3180 SADIE RM 1                           20.789 METERS 08446     |
 GB2571| GB2573 TS 2V                               APPROX. 1.1 KM 0880511.3 |
 GB2571| DC3181 SADIE RM 2                           22.056 METERS 24556     |
 GB2571|---------------------------------------------------------------------|
 GB2571
 GB2571                          SUPERSEDED SURVEY CONTROL
 GB2571
 GB2571  NAD 83(1995)-  36 02 09.74114(N)    084 24 11.84636(W) AD(       ) 2
 GB2571  NAD 83(1995)-  36 02 09.74138(N)    084 24 11.84368(W) AD(       ) 2
 GB2571  NAD 83(1986)-  36 02 09.74687(N)    084 24 11.84431(W) AD(       ) 2
 GB2571  NAD 27      -  36 02 09.46877(N)    084 24 12.09862(W) AD(       ) 2
 GB2571  NGVD 29 (07/19/86)  363.5    (m)         1193.     (f) VERT ANG       
 GB2571
 GB2571.Superseded values are not recommended for survey control.
 GB2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2571.See file dsdata.txt to determine how the superseded data were derived.
 GB2571
 GB2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3395491066(NAD 83)
 GB2571_MARKER: DD = SURVEY DISK
 GB2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2571
 GB2571  HISTORY     - Date     Condition        Report By
 GB2571  HISTORY     - 1965     MONUMENTED       TNHD
 GB2571
 GB2571                          STATION DESCRIPTION
 GB2571
 GB2571'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2571'THE STATION IS LOCATED ABOUT 4 MILES WEST OF OLIVER SPRINGS.
 GB2571'
 GB2571'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2571'ROUTE 62 IN OLIVER
 GB2571'SPRINGS, GO WEST ON STATE ROUTE 62 FOR 3.95 MILES
 GB2571'TO A TRACK ROAD ON THE LEFT.  *TURN
 GB2571'LEFT ON THE TRACK ROAD AND GO
 GB2571'SOUTHERLY AND EASTERLY FOR 0.25 MILES TO A STRIP MINE
 GB2571'PIT AND THE
 GB2571'STATION ON THE LEFT AT THE NORTH EDGE OF THE STRIP MINE PIT.
 GB2571'
 GB2571'THE STATION IS 11 FEET SOUTH OF THE EDGE OF THE STRIP MINE PIT AND
 GB2571'1.9 FEET NORTHEAST
 GB2571'OF A METAL WITNESS POST WITH SIGN.  THE SURFACE
 GB2571'AND UNDERGROUND MARKS ARE STANDARD
 GB2571'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GB2571'AND THE DISKS ARE STAMPED SADIE 1965.  THE
 GB2571'UNDERGROUND MARK IS ABOUT
 GB2571'30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GB2571'10-INCH SQUARE,
 GB2571'FLUSH, CONCRETE MONUMENT.
 GB2571'
 GB2571'REFERENCE MARK NO. 1 IS 18 FEET NORTHEAST OF A 12-INCH OAK TREE AND
 GB2571'11 FEET SOUTH OF
 GB2571'THE EDGE OF THE STRIP MINE PIT.  IT IS A STANDARD
 GB2571'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2571'SET IN A 10-INCH SQUARE, FLUSH,
 GB2571'CONCRETE MONUMENT AND THE DISK IS STAMPED SADIE RM-1
 GB2571'1965.
 GB2571'
 GB2571'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF A 4-INCH OAK TREE.  IT IS A
 GB2571'STANDARD TENNESSEE
 GB2571'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2571'FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2571'IS STAMPED SADIE RM-2 1965.
 GB2571'
 GB2571'THE AZIMUTH MARK IS THE PLEASANT GROVE METHODIST CHURCH SPIRE AT
 GB2571'COALFIELD.  THE
 GB2571'SPIRE HAS AN OVERALL HEIGHT OF ABOUT 40 FEET.
 GB2571'
 GB2571'TO REACH THE AZIMUTH MARK* CONTINUE WESTERLY ON STATE ROUTE 62 FOR
 GB2571'0.65 MILE TO A
 GB2571'PAVED ROAD LEFT LEADING INTO COALFIELD.  TURN LEFT ON
 GB2571'THE PAVED ROAD AND GO SOUTHWEST
 GB2571'FOR 0.6 MILE TO AN INTERSECTION,
 GB2571'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE
 GB2571'PLEASANT GROVE METHODIST
 GB2571'CHURCH ON THE LEFT.
 GB2571'
 GB2571'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB2571'
 GB2571'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1778 ***********************************************************************
 FC1778  DESIGNATION -  SAHARA
 FC1778  PID         -  FC1778
 FC1778  STATE/COUNTY-  TN/POLK
 FC1778  USGS QUAD   -  ISABELLA (1978)
 FC1778
 FC1778                         *CURRENT SURVEY CONTROL
 FC1778  ___________________________________________________________________
 FC1778* NAD 83(1995)-  35 01 25.85288(N)    084 20 51.45019(W)     ADJUSTED  
 FC1778* NAVD 88     -       524.5    (meters)    1721.     (feet)  VERTCON   
 FC1778  ___________________________________________________________________
 FC1778  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FC1778  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1778
 FC1778  HORZ ORDER  -  SECOND
 FC1778
 FC1778.The horizontal coordinates were established by classical geodetic methods
 FC1778.and adjusted by the National Geodetic Survey in April 1999..
 FC1778
 FC1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1778
 FC1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1778
 FC1778.The geoid height was determined by GEOID03.
 FC1778
 FC1778;                    North         East     Units Scale Factor Converg.
 FC1778;SPC TN       -    77,887.031   750,798.521   MT  1.00004760   +0 58 02.5
 FC1778;SPC TN       -   255,534.37  2,463,244.81   sFT  1.00004760   +0 58 02.5
 FC1778;UTM  16      - 3,878,903.738   741,993.096   MT  1.00032179   +1 31 22.7
 FC1778
 FC1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1778!SPC TN       -   0.99992222  x   1.00004760  =   0.99996982
 FC1778!UTM  16      -   0.99992222  x   1.00032179  =   1.00024399
 FC1778
 FC1778:                Primary Azimuth Mark                     Grid Az
 FC1778:SPC TN       -  18 EG 19                                 094 44 30.6
 FC1778:UTM  16      -  18 EG 19                                 094 11 10.4
 FC1778
 FC1778|---------------------------------------------------------------------|
 FC1778| PID    Reference Object                     Distance      Geod. Az  |
 FC1778|                                                           dddmmss.s |
 FC1778| FC1777 18 EG 19                            APPROX. 3.0 KM 0954233.1 |
 FC1778|---------------------------------------------------------------------|
 FC1778
 FC1778                          SUPERSEDED SURVEY CONTROL
 FC1778
 FC1778  NAD 83(1995)-  35 01 25.85286(N)    084 20 51.45013(W) AD(       ) 2
 FC1778  NAD 83(1995)-  35 01 25.85735(N)    084 20 51.45691(W) AD(       ) 2
 FC1778  NAD 83(1995)-  35 01 25.85675(N)    084 20 51.45681(W) AD(       ) 2
 FC1778  NAD 83(1986)-  35 01 25.85674(N)    084 20 51.45688(W) AD(       ) 2
 FC1778  NAD 27      -  35 01 25.57555(N)    084 20 51.73442(W) AD(       ) 2
 FC1778  NGVD 29 (07/19/86)  524.5    (m)         1721.     (f) VERT ANG       
 FC1778
 FC1778.Superseded values are not recommended for survey control.
 FC1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1778.See file dsdata.txt to determine how the superseded data were derived.
 FC1778
 FC1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4199378904(NAD 83)
 FC1778_MARKER: DE = TRAVERSE STATION DISK
 FC1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1778_STAMPING: SAHARA 1977
 FC1778_MARK LOGO: NCGS  
 FC1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1778+STABILITY: SURFACE MOTION
 FC1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1778+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1995
 FC1778
 FC1778  HISTORY     - Date     Condition        Report By
 FC1778  HISTORY     - 1977     MONUMENTED       NCGS
 FC1778  HISTORY     - 19950118 GOOD             NCGS
 FC1778
 FC1778                          STATION DESCRIPTION
 FC1778
 FC1778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FC1778'THE STATION IS LOCATED IN THE TENNESSEE COPPER BASIN ALONG US 64 1.8
 FC1778'MILES WEST OF THE NORTH CAROLINA - TENNESSEE STATE LINE.
 FC1778'
 FC1778'TO REACH THE STATION FROM THE STATE LINE ON US 64, PROCEED WEST ALONG
 FC1778'US 64 FOR 1.85 MILES TO STATION ON LEFT IN MEDIAN 387 FEET SOUTHEAST
 FC1778'OF THE INTERSECTION OF WEST BOUND LANE AND A MEDIAN CROSSOVER.
 FC1778'
 FC1778'STATION MARK IS A STANDARD DISK STAMPED---SAHARA 1977---, SET IN THE
 FC1778'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FC1778'THE MARK IS 50.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF WEST BOUND LANE
 FC1778'AND 112.3 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG.
 FC1778
 FC1778                          STATION RECOVERY (1995)
 FC1778
 FC1778'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FC1778'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 24.6 FT
 FC1778'(7.5 M) SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE DITCH, 52.0 FT
 FC1778'(15.8 M) EAST-NORTHEAST OF A 8-INCH WILD CHERRY AND 58.2 FT (17.7 M)
 FC1778'NORTH-NORTHWEST OF A 4-INCH OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1902 ***********************************************************************
 GB1902  DESIGNATION -  SALEM
 GB1902  PID         -  GB1902
 GB1902  STATE/COUNTY-  TN/JACKSON
 GB1902  USGS QUAD   -  GAINESBORO (1979)
 GB1902
 GB1902                         *CURRENT SURVEY CONTROL
 GB1902  ___________________________________________________________________
 GB1902* NAD 83(1995)-  36 18 32.95205(N)    085 39 41.66867(W)     ADJUSTED  
 GB1902* NAVD 88     -       313.780  (meters)    1029.46   (feet)  ADJUSTED  
 GB1902  ___________________________________________________________________
 GB1902  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GB1902  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1902  DYNAMIC HT  -         313.507 (meters)    1028.56  (feet)  COMP
 GB1902  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 GB1902
 GB1902  HORZ ORDER  -  SECOND
 GB1902  VERT ORDER  -  SECOND    CLASS 0
 GB1902
 GB1902.The horizontal coordinates were established by classical geodetic methods
 GB1902.and adjusted by the National Geodetic Survey in April 1999..
 GB1902
 GB1902.The orthometric height was determined by differential leveling
 GB1902.and adjusted by the National Geodetic Survey in June 1991..
 GB1902
 GB1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1902
 GB1902.The geoid height was determined by GEOID03.
 GB1902
 GB1902.The dynamic height is computed by dividing the NAVD 88
 GB1902.geopotential number by the normal gravity value computed on the
 GB1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1902.degrees latitude (g = 980.6199 gals.).
 GB1902
 GB1902.The modeled gravity was interpolated from observed gravity values.
 GB1902
 GB1902;                    North         East     Units Scale Factor Converg.
 GB1902;SPC TN       -   219,271.034   630,393.553   MT  0.99998270   +0 11 53.3
 GB1902;SPC TN       -   719,391.72  2,068,216.18   sFT  0.99998270   +0 11 53.3
 GB1902;UTM  16      - 4,019,070.102   620,159.815   MT  0.99977789   +0 47 33.5
 GB1902
 GB1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1902!SPC TN       -   0.99995546  x   0.99998270  =   0.99993817
 GB1902!UTM  16      -   0.99995546  x   0.99977789  =   0.99973336
 GB1902
 GB1902|---------------------------------------------------------------------|
 GB1902| PID    Reference Object                     Distance      Geod. Az  |
 GB1902|                                                           dddmmss.s |
 GB1902| GB1903 SALEM RM 2                           20.369 METERS 06539     |
 GB1902| GB1900 SALEM AZ MK                                        1092642.8 |
 GB1902| GB1901 SALEM RM 1                           13.637 METERS 35340     |
 GB1902|---------------------------------------------------------------------|
 GB1902
 GB1902                          SUPERSEDED SURVEY CONTROL
 GB1902
 GB1902  NAD 83(1995)-  36 18 32.95412(N)    085 39 41.67062(W) AD(       ) 2
 GB1902  NAD 83(1995)-  36 18 32.95749(N)    085 39 41.67313(W) AD(       ) 2
 GB1902  NAD 83(1986)-  36 18 32.96278(N)    085 39 41.67207(W) AD(       ) 2
 GB1902  NAD 27      -  36 18 32.74571(N)    085 39 41.75100(W) AD(       ) 2
 GB1902  NGVD 29 (??/??/92)  313.869  (m)         1029.75   (f) ADJ UNCH    2 0
 GB1902
 GB1902.Superseded values are not recommended for survey control.
 GB1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1902.See file dsdata.txt to determine how the superseded data were derived.
 GB1902
 GB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2016019070(NAD 83)
 GB1902_MARKER: DE = TRAVERSE STATION DISK
 GB1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1902_STAMPING: SALEM 1966
 GB1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1902+STABILITY: SURFACE MOTION
 GB1902
 GB1902  HISTORY     - Date     Condition        Report By
 GB1902  HISTORY     - 1966     MONUMENTED       TNHD
 GB1902  HISTORY     - 1966     GOOD             TNHD
 GB1902
 GB1902                          STATION DESCRIPTION
 GB1902
 GB1902'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1902'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF GAINESBORO.
 GB1902'
 GB1902'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1902'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 4.0 MILES TO A
 GB1902'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD FOR
 GB1902'0.1 MILE TO THE TOP OF A HILL AND THE END OF PAVEMENT.  CONTINUE
 GB1902'ON THE GRAVELED ROAD FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GB1902'CONTINUE ON THE GRAVELED ROAD FOR 0.25 MILE TO A GATE ON THE LEFT.
 GB1902'TURN LEFT, PASS THROUGH THE GATE AND GO 0.1 MILE TO A LOOKOUT TOWER
 GB1902'AND THE STATION.
 GB1902'
 GB1902'THE STATION IS 35 FEET SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT
 GB1902'TOWER AND 16 FEET NORTH OF THE SOUTH CORNER POST OF A PROPERTY
 GB1902'BOUNDARY LINE.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB1902'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB1902'SALEM 1966.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB1902'SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1902'FLUSH, CONCRETE MONUMENT.
 GB1902'
 GB1902'REFERENCE MARK NO. 1 IS CENTERED DIRECTLY BELOW THE LOOKOUT TOWER, 13
 GB1902'FEET NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 13 FEET SOUTHEAST
 GB1902'OF THE NORTHWEST LEG OF THE TOWER AND 4.6 FEET SOUTHWEST OF A WOODEN
 GB1902'POST WITH A WARNING SIGN.  THE MARK IS A STANDARD TENNESSEE
 GB1902'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1902'CONCRETE MONUMENT AND THE DISK IS STAMPED SALEM RM-1 1966.
 GB1902'
 GB1902'REFERENCE MARK NO. 2 IS 24 FEET SOUTHWEST OF THE EAST CORNER POST OF
 GB1902'THE PROPERTY BOUNDARY LINE, 10 FEET EAST OF A SMALL OUT BUILDING AND
 GB1902'8 FEET SOUTH OF THE SOUTHWEST CORNER OF A UTILITY BUILDING.  THE MARK
 GB1902'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1902'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1902'SALEM RM-2 1966.
 GB1902'
 GB1902'THE AZIMUTH MARK IS 22 FEET NORTHEAST OF AN 8-INCH MAPLE TREE, 14
 GB1902'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 GB1902'AND 3.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 GB1902'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1902'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1902'STAMPED SALEM AZI 1966.
 GB1902'
 GB1902'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB1902'
 GB1902'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB1902
 GB1902                          STATION RECOVERY (1966)
 GB1902
 GB1902'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1902'3.5 MI S FROM GAINESBORO.
 GB1902'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1902'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 4.0 MILES TO A PAVED
 GB1902'ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD FOR
 GB1902'0.1 MILE TO THE TOP OF A HILL AND THE END OF THE PAVEMENT.
 GB1902'CONTINUE ON THE GRAVELED ROAD FOR 1.4 MILES TO A GATE AND A
 GB1902'GRAVELED DRIVE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND
 GB1902'FOLLOW THE GRAVELED DRIVE FOR 0.1 MILE TO A LOOKOUT TOWER AND
 GB1902'THE MARK, 35 FEET SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER
 GB1902'AND 16 FEET NORTH OF THE SOUTH CORNER POST OF A PROPERTY BOUNDARY
 GB1902'LINE.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1902'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2574 ***********************************************************************
 GC2574  DESIGNATION -  SALEM
 GC2574  PID         -  GC2574
 GC2574  STATE/COUNTY-  TN/HOUSTON
 GC2574  USGS QUAD   -  ELLIS MILLS (1982)
 GC2574
 GC2574                         *CURRENT SURVEY CONTROL
 GC2574  ___________________________________________________________________
 GC2574* NAD 83(1995)-  36 18 04.52377(N)    087 37 26.59748(W)     ADJUSTED  
 GC2574* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 GC2574  ___________________________________________________________________
 GC2574  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GC2574  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2574
 GC2574  HORZ ORDER  -  THIRD
 GC2574
 GC2574.The horizontal coordinates were established by classical geodetic methods
 GC2574.and adjusted by the National Geodetic Survey in April 1999..
 GC2574
 GC2574.The orthometric height was scaled from a topographic map.
 GC2574
 GC2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2574
 GC2574.The geoid height was determined by GEOID03.
 GC2574
 GC2574;                    North         East     Units Scale Factor Converg.
 GC2574;SPC TN       -   219,552.514   454,137.559   MT  0.99998157   -0 57 02.8
 GC2574;SPC TN       -   720,315.21  1,489,949.64   sFT  0.99998157   -0 57 02.8
 GC2574;UTM  16      - 4,017,543.709   443,969.780   MT  0.99963868   -0 22 10.1
 GC2574
 GC2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2574!SPC TN       -   0.99997302  x   0.99998157  =   0.99995460
 GC2574!UTM  16      -   0.99997302  x   0.99963868  =   0.99961171
 GC2574
 GC2574|---------------------------------------------------------------------|
 GC2574| PID    Reference Object                     Distance      Geod. Az  |
 GC2574|                                                           dddmmss.s |
 GC2574| CG7402 SALEM RM 1                           23.460 METERS 07056     |
 GC2574| CG7403 SALEM RM 2                           27.337 METERS 16058     |
 GC2574| GC2582 WAVERLY RADIO STA KID 283 MAST      APPROX. 4.9 KM 1831749.5 |
 GC2574| CG6959 MLB 1198                                           2691511.4 |
 GC2574|---------------------------------------------------------------------|
 GC2574
 GC2574                          SUPERSEDED SURVEY CONTROL
 GC2574
 GC2574  NAD 83(1995)-  36 18 04.52517(N)    087 37 26.60006(W) AD(       ) 3
 GC2574  NAD 83(1995)-  36 18 04.52726(N)    087 37 26.60190(W) AD(       ) 3
 GC2574  NAD 83(1986)-  36 18 04.53334(N)    087 37 26.60008(W) AD(       ) 3
 GC2574  NAD 27      -  36 18 04.33400(N)    087 37 26.53900(W) AD(       ) 3
 GC2574
 GC2574.Superseded values are not recommended for survey control.
 GC2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2574.See file dsdata.txt to determine how the superseded data were derived.
 GC2574
 GC2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4397017544(NAD 83)
 GC2574_MARKER: DS = TRIANGULATION STATION DISK
 GC2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2574
 GC2574  HISTORY     - Date     Condition        Report By
 GC2574  HISTORY     - 1952     MONUMENTED       CGS
 GC2574
 GC2574                          STATION DESCRIPTION
 GC2574
 GC2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ELJ)
 GC2574'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ERIN ON HIGHWAY
 GC2574'RIGHT-OF-WAY. IT IS 61 FEET SOUTHEAST OF A 24 INCH OAK TREE, 47
 GC2574'FEET WEST OF A 6 INCH CEDAR TREE, 47 FEET NORTH OF THE CENTER OF
 GC2574'STATE HIGHWAY 49 AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.
 GC2574'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SALEM 1952.
 GC2574'
 GC2574'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GC2574'49 AND 31 FEET NORTHEAST OF A 6 INCH CEDAR TREE.  THE MARK PROJECTS
 GC2574'4 INCHES AND THE DISK IS STAMPED SALEM NO. 1 1952.
 GC2574'
 GC2574'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GC2574'49 AND 1 FOOT NORTH OF A FENCE LINE. THE MARK PROJECTS 4 INCHES
 GC2574'AND THE DISK IS STAMPED SALEM NO. 2 1952.
 GC2574'
 GC2574'MLB 1198 (TVA) WAS USED AS AN AZIMUTH MARK.. IT IS 59 FEET SOUTHEAST
 GC2574'OF THE INTERSECTION OF STATE HIGHWAY 49 AND CROSSROAD AND 4
 GC2574'FEET WEST OF A WHITE WITNESS POST. THE MARK IS A 4 X 4 INCH CONCRETE
 GC2574'POST, PROJECTING 2 INCHES, WITH A STANDARD TVA MARK DISK ATOP
 GC2574'STAMPED MLB 1198 1947.
 GC2574'
 GC2574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND STATE
 GC2574'HIGHWAY 13, ABOUT 1 MILE EAST OF ERIN, GO EAST ON STATE HIGHWAY 49
 GC2574'FOR 2.8 MILES TO CROSSROAD AND THE TVA MARK ON THE RIGHT AS
 GC2574'DESCRIBED, CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON THE LEFT
 GC2574'AS DESCRIBED.
 GC2574'
 GC2574'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1900 ***********************************************************************
 GB1900  DESIGNATION -  SALEM AZ MK
 GB1900  PID         -  GB1900
 GB1900  STATE/COUNTY-  TN/JACKSON
 GB1900  USGS QUAD   -  GAINESBORO (1979)
 GB1900
 GB1900                         *CURRENT SURVEY CONTROL
 GB1900  ___________________________________________________________________
 GB1900* NAD 83(1986)-  36 18 29.     (N)    085 39 29.     (W)     SCALED    
 GB1900* NAVD 88     -       303.628  (meters)     996.15   (feet)  ADJUSTED  
 GB1900  ___________________________________________________________________
 GB1900  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1900  DYNAMIC HT  -         303.363 (meters)     995.28  (feet)  COMP
 GB1900  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 GB1900
 GB1900  VERT ORDER  -  SECOND    CLASS 0
 GB1900
 GB1900.The horizontal coordinates were scaled from a topographic map and have
 GB1900.an estimated accuracy of +/- 6 seconds.
 GB1900
 GB1900.The orthometric height was determined by differential leveling
 GB1900.and adjusted by the National Geodetic Survey in June 1991..
 GB1900
 GB1900.The geoid height was determined by GEOID03.
 GB1900
 GB1900.The dynamic height is computed by dividing the NAVD 88
 GB1900.geopotential number by the normal gravity value computed on the
 GB1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1900.degrees latitude (g = 980.6199 gals.).
 GB1900
 GB1900.The modeled gravity was interpolated from observed gravity values.
 GB1900
 GB1900;                    North         East    Units  Estimated Accuracy
 GB1900;SPC TN       -   219,150.      630,710.      MT  (+/- 180 meters Scaled)
 GB1900
 GB1900                          SUPERSEDED SURVEY CONTROL
 GB1900
 GB1900  NGVD 29 (??/??/??)  303.77   (m)          996.6    (f) RESET       3  
 GB1900
 GB1900.Superseded values are not recommended for survey control.
 GB1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1900.See file dsdata.txt to determine how the superseded data were derived.
 GB1900
 GB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF204189(NAD 83)
 GB1900_MARKER: DR = REFERENCE MARK DISK
 GB1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1900_STAMPING: SALEM AZI 1966
 GB1900_MARK LOGO: TNHD  
 GB1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1900+STABILITY: SURFACE MOTION
 GB1900
 GB1900  HISTORY     - Date     Condition        Report By
 GB1900  HISTORY     - 1966     MONUMENTED       TNHD
 GB1900
 GB1900                          STATION DESCRIPTION
 GB1900
 GB1900'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1900'3.5 MI S FROM GAINESBORO.
 GB1900'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1900'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 4.0 MILES TO A
 GB1900'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD
 GB1900'FOR 0.1 MILE TO THE TOP OF THE HILL AND THE END OF THE PAVEMENT.
 GB1900'CONTINUE ON THE GRAVELED ROAD FOR 1.15 MILES TO THE MARK ON THE
 GB1900'RIGHT, 22 FEET SOUTHWEST OF AN 8-INCH MAPLE TREE, 14 FEET NORTH OF
 GB1900'THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 3.5 FEET SOUTHEAST
 GB1900'OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF
 GB1900'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1901 ***********************************************************************
 GB1901  DESIGNATION -  SALEM RM 1
 GB1901  PID         -  GB1901
 GB1901  STATE/COUNTY-  TN/JACKSON
 GB1901  USGS QUAD   -  GAINESBORO (1979)
 GB1901
 GB1901                         *CURRENT SURVEY CONTROL
 GB1901  ___________________________________________________________________
 GB1901* NAD 83(1986)-  36 18 33.     (N)    085 39 42.     (W)     SCALED    
 GB1901* NAVD 88     -       313.811  (meters)    1029.56   (feet)  ADJUSTED  
 GB1901  ___________________________________________________________________
 GB1901  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1901  DYNAMIC HT  -         313.538 (meters)    1028.67  (feet)  COMP
 GB1901  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 GB1901
 GB1901  VERT ORDER  -  SECOND    CLASS 0
 GB1901
 GB1901.The horizontal coordinates were scaled from a topographic map and have
 GB1901.an estimated accuracy of +/- 6 seconds.
 GB1901
 GB1901.The orthometric height was determined by differential leveling
 GB1901.and adjusted by the National Geodetic Survey in June 1991..
 GB1901
 GB1901.The geoid height was determined by GEOID03.
 GB1901
 GB1901.The dynamic height is computed by dividing the NAVD 88
 GB1901.geopotential number by the normal gravity value computed on the
 GB1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1901.degrees latitude (g = 980.6199 gals.).
 GB1901
 GB1901.The modeled gravity was interpolated from observed gravity values.
 GB1901
 GB1901;                    North         East    Units  Estimated Accuracy
 GB1901;SPC TN       -   219,270.      630,390.      MT  (+/- 180 meters Scaled)
 GB1901
 GB1901                          SUPERSEDED SURVEY CONTROL
 GB1901
 GB1901  NGVD 29 (??/??/92)  313.900  (m)         1029.85   (f) ADJ UNCH    2 0
 GB1901
 GB1901.Superseded values are not recommended for survey control.
 GB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1901.See file dsdata.txt to determine how the superseded data were derived.
 GB1901
 GB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF201190(NAD 83)
 GB1901_MARKER: DR = REFERENCE MARK DISK
 GB1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1901_STAMPING: SALEM RM-1 1966
 GB1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1901+STABILITY: SURFACE MOTION
 GB1901
 GB1901  HISTORY     - Date     Condition        Report By
 GB1901  HISTORY     - 1966     MONUMENTED       TNHD
 GB1901
 GB1901                          STATION DESCRIPTION
 GB1901
 GB1901'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1901'3.5 MI S FROM GAINESBORO.
 GB1901'AT THE SALEM 1966 STATION SITE, CENTERED BELOW THE LOOKOUT TOWER,
 GB1901'44.74 FEET NORTH OF THE STATION MARK, 13 FEET NORTHWEST OF THE
 GB1901'SOUTHEAST LEG OF THE TOWER, 13 FEET SOUTHEAST OF THE NORTHWEST
 GB1901'LEG OF THE TOWER AND 4.6 FEET SOUTHWEST OF A WOODEN POST SUPPORTING
 GB1901'A WARNING SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1901'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1903 ***********************************************************************
 GB1903  DESIGNATION -  SALEM RM 2
 GB1903  PID         -  GB1903
 GB1903  STATE/COUNTY-  TN/JACKSON
 GB1903  USGS QUAD   -  GAINESBORO (1979)
 GB1903
 GB1903                         *CURRENT SURVEY CONTROL
 GB1903  ___________________________________________________________________
 GB1903* NAD 83(1986)-  36 18 33.     (N)    085 39 42.     (W)     SCALED    
 GB1903* NAVD 88     -       313.243  (meters)    1027.70   (feet)  ADJUSTED  
 GB1903  ___________________________________________________________________
 GB1903  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1903  DYNAMIC HT  -         312.970 (meters)    1026.80  (feet)  COMP
 GB1903  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 GB1903
 GB1903  VERT ORDER  -  SECOND    CLASS 0
 GB1903
 GB1903.The horizontal coordinates were scaled from a topographic map and have
 GB1903.an estimated accuracy of +/- 6 seconds.
 GB1903
 GB1903.The orthometric height was determined by differential leveling
 GB1903.and adjusted by the National Geodetic Survey in June 1991..
 GB1903
 GB1903.The geoid height was determined by GEOID03.
 GB1903
 GB1903.The dynamic height is computed by dividing the NAVD 88
 GB1903.geopotential number by the normal gravity value computed on the
 GB1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1903.degrees latitude (g = 980.6199 gals.).
 GB1903
 GB1903.The modeled gravity was interpolated from observed gravity values.
 GB1903
 GB1903;                    North         East    Units  Estimated Accuracy
 GB1903;SPC TN       -   219,270.      630,390.      MT  (+/- 180 meters Scaled)
 GB1903
 GB1903                          SUPERSEDED SURVEY CONTROL
 GB1903
 GB1903  NGVD 29 (??/??/92)  313.331  (m)         1027.99   (f) ADJ UNCH    2 0
 GB1903
 GB1903.Superseded values are not recommended for survey control.
 GB1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1903.See file dsdata.txt to determine how the superseded data were derived.
 GB1903
 GB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF201190(NAD 83)
 GB1903_MARKER: DR = REFERENCE MARK DISK
 GB1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1903_STAMPING: SALEM RM-2 1966
 GB1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1903+STABILITY: SURFACE MOTION
 GB1903
 GB1903  HISTORY     - Date     Condition        Report By
 GB1903  HISTORY     - 1966     MONUMENTED       TNHD
 GB1903
 GB1903                          STATION DESCRIPTION
 GB1903
 GB1903'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1903'3.5 MI S FROM GAINESBORO.
 GB1903'AT THE SALEM 1966 STATION SITE, 66.83 FEET NORTHEAST OF THE STATION
 GB1903'MARK, 24 FEET SOUTHWEST OF THE EAST CORNER POST OF A PROPERTY
 GB1903'BOUNDARY LINE, 10 FEET EAST OF A SMALL OUTBUILDING AND 8 FEET SOUTH
 GB1903'OF THE SOUTHWEST CORNER OF A UTILITY BUILDING.  THE DISK IS SET IN
 GB1903'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1616 ***********************************************************************
 FD1616  DESIGNATION -  SALT
 FD1616  PID         -  FD1616
 FD1616  STATE/COUNTY-  TN/HICKMAN
 FD1616  USGS QUAD   -  SPOT (1942)
 FD1616
 FD1616                         *CURRENT SURVEY CONTROL
 FD1616  ___________________________________________________________________
 FD1616* NAD 83(1995)-  35 55 37.28258(N)    087 33 11.74597(W)     ADJUSTED  
 FD1616* NAVD 88     -       257.9    (meters)     846.     (feet)  VERTCON   
 FD1616  ___________________________________________________________________
 FD1616  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FD1616  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1616
 FD1616  HORZ ORDER  -  SECOND
 FD1616
 FD1616.The horizontal coordinates were established by classical geodetic methods
 FD1616.and adjusted by the National Geodetic Survey in April 1999..
 FD1616
 FD1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1616
 FD1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1616
 FD1616.The geoid height was determined by GEOID03.
 FD1616
 FD1616;                    North         East     Units Scale Factor Converg.
 FD1616;SPC TN       -   177,930.722   459,836.118   MT  0.99994971   -0 54 33.6
 FD1616;SPC TN       -   583,761.04  1,508,645.66   sFT  0.99994971   -0 54 33.6
 FD1616;UTM  16      - 3,975,995.675   450,089.598   MT  0.99963069   -0 19 28.7
 FD1616
 FD1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1616!SPC TN       -   0.99996400  x   0.99994971  =   0.99991371
 FD1616!UTM  16      -   0.99996400  x   0.99963069  =   0.99959471
 FD1616
 FD1616|---------------------------------------------------------------------|
 FD1616| PID    Reference Object                     Distance      Geod. Az  |
 FD1616|                                                           dddmmss.s |
 FD1616| CG7408 SALT RM 1                            17.569 METERS 09250     |
 FD1616| CG7409 SALT RM 2                            19.254 METERS 16828     |
 FD1616| FD1171 FORK                                APPROX. 3.1 KM 2735148.0 |
 FD1616|---------------------------------------------------------------------|
 FD1616
 FD1616                          SUPERSEDED SURVEY CONTROL
 FD1616
 FD1616  NAD 83(1995)-  35 55 37.28473(N)    087 33 11.74953(W) AD(       ) 2
 FD1616  NAD 83(1986)-  35 55 37.29299(N)    087 33 11.74758(W) AD(       ) 2
 FD1616  NAD 27      -  35 55 37.06640(N)    087 33 11.68630(W) AD(       ) 2
 FD1616  NGVD 29 (07/19/86)  257.9    (m)          846.     (f) VERT ANG       
 FD1616
 FD1616.Superseded values are not recommended for survey control.
 FD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1616.See file dsdata.txt to determine how the superseded data were derived.
 FD1616
 FD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5009075996(NAD 83)
 FD1616_MARKER: DS = TRIANGULATION STATION DISK
 FD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1616
 FD1616  HISTORY     - Date     Condition        Report By
 FD1616  HISTORY     - 1959     MONUMENTED       CGS
 FD1616
 FD1616                          STATION DESCRIPTION
 FD1616
 FD1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1616'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF DICKSON, 4 MILES
 FD1616'NORTHEAST OF THE SMALL
 FD1616'VILLAGE OF SPOT, 0.15 MILE WEST OF A NARROW BLADED ROAD
 FD1616'AND ON THE SUMMIT OF A WOODED
 FD1616'RIDGE NEAR THE WESTERN END.
 FD1616'
 FD1616'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN THE SMALL
 FD1616'VILLAGE OF SPOT, GO WEST ON
 FD1616'BLACK TOP ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT,
 FD1616'TURN RIGHT NORTH AND GO 0.55 MILE
 FD1616'TO A FORK, KEEP RIGHT FORK
 FD1616'NORTHERLY AND GO 1.1 MILES TO A T-ROAD, TURN RIGHT
 FD1616'EASTERLY AND GO
 FD1616'2.05 MILES TO A FORK AT FARM HOUSE, KEEP LEFT FORK AND GO
 FD1616'NORTHWESTERLY FOR
 FD1616'0.8 MILE TO A FORK, KEEP LEFT FORK AND GO 0.1 MILE
 FD1616'TO A REVERSED Y, KEEP LEFT NORTHERLY
 FD1616'ON BLADED ROAD FOR 0.7 MILE TO A
 FD1616'DIM TRACK ROAD LEFT, TURN LEFT ON DIM TRACK ROAD AND GO
 FD1616'0.15 MILE TO A
 FD1616'DIM TRACK ROAD RIGHT, TURN RIGHT AND GO ABOUT 120 FEET TO THE TOP
 FD1616'OF RIDGE AND STATION
 FD1616'AS DESCRIBED.
 FD1616'
 FD1616'THE STATION MARK IS A STANDARD STATION DISK STAMPED SALT 1959.  THE
 FD1616'DISK IS CEMENTED IN A
 FD1616'10-INCH SQUARE CONCRETE POST, WHICH PROJECTS 1 INCH
 FD1616'ABOVE THE SURFACE OF THE GROUND.
 FD1616'IT IS 20 FEET NORTH-NORTHWEST OF A
 FD1616'20-INCH OAK TREE, 5 FEET SOUTH OF A WITNESS SIGN
 FD1616'AND SET ON ABOUT THE
 FD1616'HIGHEST PART OF RIDGE.
 FD1616'
 FD1616'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 FD1616'INCHES BELOW THE
 FD1616'SURFACE OF THE GROUND AND IS STAMPED SALT 1959.
 FD1616'
 FD1616'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED SALT NO 1
 FD1616'1959.  THE DISK IS
 FD1616'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 3
 FD1616'INCHES ABOVE THE SURFACE
 FD1616'OF THE GROUND.  IT IS SET ABOUT THE SAME
 FD1616'ELEVATION AS THE STATION MARK.
 FD1616'
 FD1616'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED SALT NO 2
 FD1616'1959.  THE DISK IS
 FD1616'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 3
 FD1616'INCHES ABOVE THE SURFACE
 FD1616'OF THE GROUND.  IT IS 7 FEET WEST OF THE
 FD1616'CENTER OF A DIM TRACK ROAD, 5 FEET
 FD1616'NORTH-NORTHWEST OF A 20-INCH OAK
 FD1616'TREE AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 FD1616'
 FD1616'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1616'SUITABLE SITE.
 FD1616'
 FD1616'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2263 ***********************************************************************
 FE2263  DESIGNATION -  SALTILLO
 FE2263  PID         -  FE2263
 FE2263  STATE/COUNTY-  TN/HARDIN
 FE2263  USGS QUAD   -  SARDIS (1972)
 FE2263
 FE2263                         *CURRENT SURVEY CONTROL
 FE2263  ___________________________________________________________________
 FE2263* NAD 83(1995)-  35 23 15.07536(N)    088 15 32.49492(W)     ADJUSTED  
 FE2263* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 FE2263  ___________________________________________________________________
 FE2263  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FE2263  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2263
 FE2263  HORZ ORDER  -  SECOND
 FE2263
 FE2263.The horizontal coordinates were established by classical geodetic methods
 FE2263.and adjusted by the National Geodetic Survey in April 1999..
 FE2263
 FE2263.The orthometric height was scaled from a topographic map.
 FE2263
 FE2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2263
 FE2263.The geoid height was determined by GEOID03.
 FE2263
 FE2263;                    North         East     Units Scale Factor Converg.
 FE2263;SPC TN       -   119,330.451   394,777.203   MT  0.99997858   -1 19 21.1
 FE2263;SPC TN       -   391,503.32  1,295,198.21   sFT  0.99997858   -1 19 21.1
 FE2263;UTM  16      - 3,916,746.659   385,652.979   MT  0.99976113   -0 43 45.1
 FE2263
 FE2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2263!SPC TN       -   0.99997800  x   0.99997858  =   0.99995658
 FE2263!UTM  16      -   0.99997800  x   0.99976113  =   0.99973913
 FE2263
 FE2263|---------------------------------------------------------------------|
 FE2263| PID    Reference Object                     Distance      Geod. Az  |
 FE2263|                                                           dddmmss.s |
 FE2263| CG4188 SALTILLO RM 1                        27.127 METERS 13313     |
 FE2263| FE0204 RIGHT RESET                         APPROX.11.2 KM 2034507.9 |
 FE2263| CG4189 SALTILLO RM 2                        44.394 METERS 21128     |
 FE2263| CG4187 SALTILLO AZ MK                                     2834145.7 |
 FE2263|---------------------------------------------------------------------|
 FE2263
 FE2263                          SUPERSEDED SURVEY CONTROL
 FE2263
 FE2263  NAD 83(1995)-  35 23 15.07941(N)    088 15 32.49611(W) AD(       ) 2
 FE2263  NAD 83(1995)-  35 23 15.08240(N)    088 15 32.49444(W) AD(       ) 2
 FE2263  NAD 83(1986)-  35 23 15.08462(N)    088 15 32.49541(W) AD(       ) 2
 FE2263  NAD 27      -  35 23 14.81000(N)    088 15 32.36500(W) AD(       ) 2
 FE2263
 FE2263.Superseded values are not recommended for survey control.
 FE2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2263.See file dsdata.txt to determine how the superseded data were derived.
 FE2263
 FE2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8565316747(NAD 83)
 FE2263_MARKER: DS = TRIANGULATION STATION DISK
 FE2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2263
 FE2263  HISTORY     - Date     Condition        Report By
 FE2263  HISTORY     - 1934     MONUMENTED       CGS
 FE2263  HISTORY     - 1949     GOOD             TVA
 FE2263  HISTORY     - 1962     GOOD             CGS
 FE2263  HISTORY     - 1973     GOOD             TVA
 FE2263
 FE2263                          STATION DESCRIPTION
 FE2263
 FE2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2263'ABOUT 3 MILES NORTH-NORTHWEST OF SALTILLO, ABOUT 11-1/4 MILES NORTH
 FE2263'OF SAVANNAH, ON SOUTHEAST END OF WOODED RIDGE, ON PROPERTY OF
 FE2263'ANDY BLEVINS, 75 YARDS NORTH OF CENTER LINE OF ROAD, 14.5 FEET
 FE2263'SOUTH-SOUTHWEST OF 9-INCH BLACK OAK WITH TRIANGULAR BLAZE,
 FE2263'14.5 FEET NORTHEAST OF 12-INCH WHITE OAK WITH TRIANGULAR BLAZE, AND
 FE2263'13.8 FEET NORTH- NORTHWEST OF 5-INCH BLAZED WHITE OAK.
 FE2263'TO REACH FROM SALTILLO AT MAIN CORNER, GO WEST 1.7 MILES ON STATE
 FE2263'ROUTE 69, TURN RIGHT (NORTH) AT CROSSROADS AND FOLLOW ARROWS
 FE2263'LEXINGTON 24, ETC., 0.5 MILE, FOLLOW RIGHT OF TWO LEFT FORKS,
 FE2263'CONTINUE 0.8 MILE (OR 0.2 MILE BEYOND G.S. HANNAS HOUSE) TO TOP OF
 FE2263'GRADE AND THENCE TO STATION ON HIGH GROUND TO TO RIGHT.
 FE2263'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2263'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2263'REFERENCE DISKS IN CONCRETE. NO. 1 IS ON DOWNWARD SLOPE,
 FE2263'ABOUT 150 FEET NORTHWEST OF CENTER LINE OF ROAD, AND
 FE2263'89.00 FEET (SLOPE DISTANCE) FROM STATION S 46 DEG 47 MIN E.
 FE2263'NO. 2 IS ON DOWNWARD SLOPE, ABOUT 75 FEET NORTH OF CENTER
 FE2263'LINE OF ROAD, AND 145.65 FEET FROM STATION S 31 DEG 28 MIN W.
 FE2263'AZIMUTH MARK IS ON SOUTH SIDE OF COUNTY ROAD, 5 FEET NORTH
 FE2263'OF WOODS LINE, 18 FEET SOUTH OF CENTER LINE OF ROAD, AND
 FE2263'0.15 MILE FROM STATION N 76 DEG 19 MIN W.
 FE2263
 FE2263                          STATION RECOVERY (1949)
 FE2263
 FE2263'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2263'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 3 MILES NW OF
 FE2263'SALTILLO. THE DISK IS STAMPED SALTILLO 1934.
 FE2263'
 FE2263'A STEEL POST IS SET 2 FEET N OF THE STATION.
 FE2263'
 FE2263'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FE2263'
 FE2263'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. A STEEL POST IS SET 2
 FE2263'FEET S OF THE MARK.
 FE2263
 FE2263                          STATION RECOVERY (1962)
 FE2263
 FE2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FE2263'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2263'CONDITION.
 FE2263'
 FE2263'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 FE2263'
 FE2263'TO REACH FROM THE POST OFFICE IN SALTILLO, GO WEST ON STATE ROUTE 69
 FE2263'FOR 1.7 MILES TO THE JUNCTION WITH STATE ROUTE 104. HERE
 FE2263'TURN RIGHT AND GO NORTH ON STATE ROUTE 104 FOR 0.55 MILE TO A
 FE2263'CROSSROAD (OILED ROAD ON THE RIGHT AND TWO GRAVELED ROADS ON
 FE2263'THE LEFT), TURN LEFT ON THE MOST NORTHERLY ONE OF THESE GRAVELED
 FE2263'ROADS AND GO NORTHWESTERLY FOR 0.9 MILE TO THE
 FE2263'SUMMIT OF A LOW GRADE AND THE STATION ON THE RIGHT ABOUT 75 YARDS
 FE2263'BACK IN THE WOODS AT THE TOP OF THE HILL. TO REACH THE
 FE2263'AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY AND NORTH ON
 FE2263'THIS GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 FE2263
 FE2263                          STATION RECOVERY (1973)
 FE2263
 FE2263'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NLI)
 FE2263'CONDITION OF POINT WHEN FOUND WAS GOOD.
 FE2263'
 FE2263'STATION SALTILLO, SALTILLO RM 1, SALTILLO RM 2, AND SATILLO
 FE2263'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 FE2263'
 FE2263'DESCRIPTION GOOD.
 FE2263'
 FE2263'0.8 MI W FROM INT. OF CO. RD AND HWY NO. 104.
 FE2263'
 FE2263'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.0 MI NW FROM SALTILLO
 FE2263'TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1306 ***********************************************************************
 FC1306  DESIGNATION -  SAM
 FC1306  PID         -  FC1306
 FC1306  STATE/COUNTY-  TN/MARION
 FC1306  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1306
 FC1306                         *CURRENT SURVEY CONTROL
 FC1306  ___________________________________________________________________
 FC1306* NAD 83(1995)-  35 03 35.33675(N)    085 43 28.05418(W)     ADJUSTED  
 FC1306* NAVD 88     -       185.291  (meters)     607.91   (feet)  ADJUSTED  
 FC1306  ___________________________________________________________________
 FC1306  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FC1306  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1306  DYNAMIC HT  -         185.111 (meters)     607.32  (feet)  COMP
 FC1306  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC1306
 FC1306  HORZ ORDER  -  SECOND
 FC1306  VERT ORDER  -  SECOND    CLASS 0
 FC1306
 FC1306.The horizontal coordinates were established by classical geodetic methods
 FC1306.and adjusted by the National Geodetic Survey in April 1999..
 FC1306
 FC1306.The orthometric height was determined by differential leveling
 FC1306.and adjusted by the National Geodetic Survey in June 1991..
 FC1306
 FC1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1306
 FC1306.The geoid height was determined by GEOID03.
 FC1306
 FC1306.The dynamic height is computed by dividing the NAVD 88
 FC1306.geopotential number by the normal gravity value computed on the
 FC1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1306.degrees latitude (g = 980.6199 gals.).
 FC1306
 FC1306.The modeled gravity was interpolated from observed gravity values.
 FC1306
 FC1306;                    North         East     Units Scale Factor Converg.
 FC1306;SPC TN       -    80,639.848   625,136.217   MT  1.00003900   +0 09 40.7
 FC1306;SPC TN       -   264,565.90  2,050,967.74   sFT  1.00003900   +0 09 40.7
 FC1306;UTM  16      - 3,880,420.233   616,313.711   MT  0.99976673   +0 43 58.1
 FC1306
 FC1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1306!SPC TN       -   0.99997546  x   1.00003900  =   1.00001446
 FC1306!UTM  16      -   0.99997546  x   0.99976673  =   0.99974220
 FC1306
 FC1306:                Primary Azimuth Mark                     Grid Az
 FC1306:SPC TN       -  SAM AZ MK                                107 51 15.3
 FC1306:UTM  16      -  SAM AZ MK                                107 16 57.9
 FC1306
 FC1306|---------------------------------------------------------------------|
 FC1306| PID    Reference Object                     Distance      Geod. Az  |
 FC1306|                                                           dddmmss.s |
 FC1306| FC1305 SAM AZ MK                                          1080056.0 |
 FC1306| FC1307 SAM RM 1                              6.965 METERS 23430     |
 FC1306| FC1308 SAM RM 2                             24.551 METERS 35620     |
 FC1306|---------------------------------------------------------------------|
 FC1306
 FC1306                          SUPERSEDED SURVEY CONTROL
 FC1306
 FC1306  NAD 83(1995)-  35 03 35.33773(N)    085 43 28.05429(W) AD(       ) 2
 FC1306  NAD 83(1995)-  35 03 35.33766(N)    085 43 28.05593(W) AD(       ) 2
 FC1306  NAD 83(1995)-  35 03 35.34015(N)    085 43 28.05367(W) AD(       ) 2
 FC1306  NAD 83(1986)-  35 03 35.34059(N)    085 43 28.05361(W) AD(       ) 2
 FC1306  NAD 27      -  35 03 35.05050(N)    085 43 28.15690(W) AD(       ) 2
 FC1306  NGVD 29 (??/??/92)  185.298  (m)          607.93   (f) ADJ UNCH    2 0
 FC1306
 FC1306.Superseded values are not recommended for survey control.
 FC1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1306.See file dsdata.txt to determine how the superseded data were derived.
 FC1306
 FC1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1631480420(NAD 83)
 FC1306_MARKER: DE = TRAVERSE STATION DISK
 FC1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1306_STAMPING: SAM 1962
 FC1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1306+STABILITY: SURFACE MOTION
 FC1306
 FC1306  HISTORY     - Date     Condition        Report By
 FC1306  HISTORY     - 1962     MONUMENTED       CGS
 FC1306  HISTORY     - 1962     GOOD             CGS
 FC1306
 FC1306                          STATION DESCRIPTION
 FC1306
 FC1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1306'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF SOUTH PITTSBURG
 FC1306'ON THE NORTH BANK OF BATTLE CREEK AND ON THE PROPERTY OF MR.
 FC1306'SAM DUNNWOODY.
 FC1306'
 FC1306'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 41, 64, AND
 FC1306'72 WHICH IS ABOUT 2 MILES NORTH OF SOUTH PITTSBURG, GO
 FC1306'NORTHWEST ON U. S. HIGHWAYS 41 AND 64 FOR 2.25 MILES TO THE AZIMUTH
 FC1306'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON U. S. HIGHWAYS 41 AND
 FC1306'64 FOR 0.2 MILE TO A STONE QUARRY ON THE RIGHT AND A SIDE ROAD LEFT,
 FC1306'TURN LEFT, ON GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 FC1306'
 FC1306'STATION IS 56 FEET NORTHEAST OF THE APPROXIMATE CENTER OF GRAVELED
 FC1306'ROAD, 37 FEET EAST OF THE NORTHWEST CORNER OF BLOCK BUILDING,
 FC1306'28 FEET NORTH OF THE NORTHEAST CORNER OF BLOCK BUILDING AND 3.7 FEET
 FC1306'SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 FC1306'TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED SAM
 FC1306'1962.
 FC1306'
 FC1306'REFERENCE MARK NO. 1 IS 51 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FC1306'OF GRAVELED ROAD, 18 FEET EAST OF NORTHWEST CORNER OF BLOCK
 FC1306'BUILDING AND 10 FEET NORTHWEST OF THE NORTHEAST CORNER OF BLOCK
 FC1306'BUILDING.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 FC1306'HOLE IN THE APPROXIMATE CENTER OF A CONCRETE SLAB AND STAMPED SAM NO
 FC1306'1 1962.
 FC1306'
 FC1306'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF A POWER POLE AND 13 FEET
 FC1306'WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.  THE MARK IS A
 FC1306'STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 6-INCHES
 FC1306'AND STAMPED SAM NO 2 1962.
 FC1306'
 FC1306'AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY
 FC1306'41 AND 64 AND 18.6 FEET NORTH OF A METAL WITNESS POST.  THE
 FC1306'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1306'BEDROCK, WHICH IS ABOUT 10 FEET HIGHER THAN THE HIGHWAY AND
 FC1306'STAMPED SAM 1962.
 FC1306'
 FC1306'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 FC1306
 FC1306                          STATION RECOVERY (1962)
 FC1306
 FC1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1306'2.6 MI NW FROM DIXIE LEE.
 FC1306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41, 64
 FC1306'AND 72 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS 41 AND 64
 FC1306'FOR 2.45 MILES TO A STONE QUARRY ON THE RIGHT AND A SIDE ROAD
 FC1306'LEFT, TURN LEFT, ON GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 FC1306'ON THE LEFT, 56 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FC1306'GRAVELED ROAD, 37 FEET EAST OF NORTHWEST CORNER OF A BLOCK
 FC1306'BUILDING, 28 FEET NORTH OF THE NORTHEAST CORNER OF THE BLOCK
 FC1306'BUILDING AND 3.7 FEET SOUTHWEST OF A METAL WITNESS POST.  A
 FC1306'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE
 FC1306'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1305 ***********************************************************************
 FC1305  DESIGNATION -  SAM AZ MK
 FC1305  PID         -  FC1305
 FC1305  STATE/COUNTY-  TN/MARION
 FC1305  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1305
 FC1305                         *CURRENT SURVEY CONTROL
 FC1305  ___________________________________________________________________
 FC1305* NAD 83(1986)-  35 03 30.     (N)    085 43 14.     (W)     SCALED    
 FC1305* NAVD 88     -       191.840  (meters)     629.40   (feet)  ADJUSTED  
 FC1305  ___________________________________________________________________
 FC1305  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1305  DYNAMIC HT  -         191.653 (meters)     628.78  (feet)  COMP
 FC1305  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 FC1305
 FC1305  VERT ORDER  -  SECOND    CLASS 0
 FC1305
 FC1305.The horizontal coordinates were scaled from a topographic map and have
 FC1305.an estimated accuracy of +/- 6 seconds.
 FC1305
 FC1305.The orthometric height was determined by differential leveling
 FC1305.and adjusted by the National Geodetic Survey in June 1991..
 FC1305
 FC1305.The geoid height was determined by GEOID03.
 FC1305
 FC1305.The dynamic height is computed by dividing the NAVD 88
 FC1305.geopotential number by the normal gravity value computed on the
 FC1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1305.degrees latitude (g = 980.6199 gals.).
 FC1305
 FC1305.The modeled gravity was interpolated from observed gravity values.
 FC1305
 FC1305;                    North         East    Units  Estimated Accuracy
 FC1305;SPC TN       -    80,480.      625,490.      MT  (+/- 180 meters Scaled)
 FC1305
 FC1305                          SUPERSEDED SURVEY CONTROL
 FC1305
 FC1305  NGVD 29 (??/??/92)  191.846  (m)          629.41   (f) ADJ UNCH    2 0
 FC1305
 FC1305.Superseded values are not recommended for survey control.
 FC1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1305.See file dsdata.txt to determine how the superseded data were derived.
 FC1305
 FC1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD166802(NAD 83)
 FC1305_MARKER: DZ = AZIMUTH MARK DISK
 FC1305_SETTING: 66 = SET IN ROCK OUTCROP
 FC1305_SP_SET: SET IN ROCK OUTCROP
 FC1305_STAMPING: SAM 1962
 FC1305_MARK LOGO: CGS   
 FC1305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1305+STABILITY: POSITION/ELEVATION WELL
 FC1305
 FC1305  HISTORY     - Date     Condition        Report By
 FC1305  HISTORY     - 1962     MONUMENTED       CGS
 FC1305
 FC1305                          STATION DESCRIPTION
 FC1305
 FC1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1305'2.2 MI NW FROM DIXIE LEE.
 FC1305'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1305'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST FOR 2.2 MILES
 FC1305'ON U.S. HIGHWAYS 41-64 TO THE MARK SET IN THE TOP OF THE FIRST
 FC1305'STRATA OF ROCK AT THE WEST END OF A CUT, 105 FEET NORTH AND
 FC1305'ACROSS THE ROAD FROM A TELEPHONE POLE, 94 FEET SOUTHEAST OF
 FC1305'A POWER LINE POLE, 49.5 FEET NORTHEAST OF THE CENTER OF U.S.
 FC1305'HIGHWAYS 41-64, 38 FEET EAST OF THE WEST END OF A CUT, 18.6
 FC1305'FEET NORTHEAST OF A METAL WITNESS POST, AND 6.1 FEET NORTHEAST
 FC1305'OF THE SOUTHWEST EDGE OF THE ROCK LEDGE.  A STANDARD DISK DRILLED
 FC1305'IN THE TOP OF A ROCK LEDGE AND ABOUT 4 FEET ABOVE THE LEVEL
 FC1305'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1307 ***********************************************************************
 FC1307  DESIGNATION -  SAM RM 1
 FC1307  PID         -  FC1307
 FC1307  STATE/COUNTY-  TN/MARION
 FC1307  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1307
 FC1307                         *CURRENT SURVEY CONTROL
 FC1307  ___________________________________________________________________
 FC1307* NAD 83(1986)-  35 03 35.     (N)    085 43 28.     (W)     SCALED    
 FC1307* NAVD 88     -       185.650  (meters)     609.09   (feet)  ADJUSTED  
 FC1307  ___________________________________________________________________
 FC1307  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1307  DYNAMIC HT  -         185.470 (meters)     608.50  (feet)  COMP
 FC1307  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC1307
 FC1307  VERT ORDER  -  SECOND    CLASS 0
 FC1307
 FC1307.The horizontal coordinates were scaled from a topographic map and have
 FC1307.an estimated accuracy of +/- 6 seconds.
 FC1307
 FC1307.The orthometric height was determined by differential leveling
 FC1307.and adjusted by the National Geodetic Survey in June 1991..
 FC1307
 FC1307.The geoid height was determined by GEOID03.
 FC1307
 FC1307.The dynamic height is computed by dividing the NAVD 88
 FC1307.geopotential number by the normal gravity value computed on the
 FC1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1307.degrees latitude (g = 980.6199 gals.).
 FC1307
 FC1307.The modeled gravity was interpolated from observed gravity values.
 FC1307
 FC1307;                    North         East    Units  Estimated Accuracy
 FC1307;SPC TN       -    80,630.      625,140.      MT  (+/- 180 meters Scaled)
 FC1307
 FC1307                          SUPERSEDED SURVEY CONTROL
 FC1307
 FC1307  NGVD 29 (??/??/92)  185.657  (m)          609.11   (f) ADJ UNCH    2 0
 FC1307
 FC1307.Superseded values are not recommended for survey control.
 FC1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1307.See file dsdata.txt to determine how the superseded data were derived.
 FC1307
 FC1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD163804(NAD 83)
 FC1307_MARKER: DR = REFERENCE MARK DISK
 FC1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1307_SP_SET: SLAB
 FC1307_STAMPING: SAM NO 1 1962
 FC1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1307
 FC1307  HISTORY     - Date     Condition        Report By
 FC1307  HISTORY     - 1962     MONUMENTED       CGS
 FC1307
 FC1307                          STATION DESCRIPTION
 FC1307
 FC1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1307'2.6 MI NW FROM DIXIE LEE.
 FC1307'AT THE SAM STATION SITE, 51 FEET SOUTHEAST OF THE APPROXIMATE
 FC1307'CENTER OF GRAVELED ROAD, 22.85 FEET SOUTHWEST OF THE STATION,
 FC1307'18 FEET EAST OF NORTHWEST CORNER OF A BLOCK BUILDING, 10 FEET
 FC1307'NORTHWEST OF THE NORTHEAST CORNER OF BLOCK BUILDING.  A STANDARD
 FC1307'REFERENCE MARK DISK DRILLED IN A CONCRETE SLAB THAT IS ATTACHED
 FC1307'TO THE BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1308 ***********************************************************************
 FC1308  DESIGNATION -  SAM RM 2
 FC1308  PID         -  FC1308
 FC1308  STATE/COUNTY-  TN/MARION
 FC1308  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1308
 FC1308                         *CURRENT SURVEY CONTROL
 FC1308  ___________________________________________________________________
 FC1308* NAD 83(1986)-  35 03 35.     (N)    085 43 28.     (W)     SCALED    
 FC1308* NAVD 88     -       186.113  (meters)     610.61   (feet)  ADJUSTED  
 FC1308  ___________________________________________________________________
 FC1308  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1308  DYNAMIC HT  -         185.931 (meters)     610.01  (feet)  COMP
 FC1308  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC1308
 FC1308  VERT ORDER  -  SECOND    CLASS 0
 FC1308
 FC1308.The horizontal coordinates were scaled from a topographic map and have
 FC1308.an estimated accuracy of +/- 6 seconds.
 FC1308
 FC1308.The orthometric height was determined by differential leveling
 FC1308.and adjusted by the National Geodetic Survey in June 1991..
 FC1308
 FC1308.The geoid height was determined by GEOID03.
 FC1308
 FC1308.The dynamic height is computed by dividing the NAVD 88
 FC1308.geopotential number by the normal gravity value computed on the
 FC1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1308.degrees latitude (g = 980.6199 gals.).
 FC1308
 FC1308.The modeled gravity was interpolated from observed gravity values.
 FC1308
 FC1308;                    North         East    Units  Estimated Accuracy
 FC1308;SPC TN       -    80,630.      625,140.      MT  (+/- 180 meters Scaled)
 FC1308
 FC1308                          SUPERSEDED SURVEY CONTROL
 FC1308
 FC1308  NGVD 29 (??/??/92)  186.119  (m)          610.63   (f) ADJ UNCH    2 0
 FC1308
 FC1308.Superseded values are not recommended for survey control.
 FC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1308.See file dsdata.txt to determine how the superseded data were derived.
 FC1308
 FC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD163804(NAD 83)
 FC1308_MARKER: DR = REFERENCE MARK DISK
 FC1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1308_STAMPING: SAM NO 2 1962
 FC1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1308+STABILITY: SURFACE MOTION
 FC1308
 FC1308  HISTORY     - Date     Condition        Report By
 FC1308  HISTORY     - 1962     MONUMENTED       CGS
 FC1308
 FC1308                          STATION DESCRIPTION
 FC1308
 FC1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1308'2.6 MI NW FROM DIXIE LEE.
 FC1308'AT THE SAM STATION SITE, 80.55 FEET NORTH OF THE STATION, 49
 FC1308'FEET NORTH OF A POWER LINE POLE AND 13 FEET WEST OF THE
 FC1308'APPROXIMATE CENTER OF A GRAVELED ROAD.  A STANDARD REFERENCE
 FC1308'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FC1308'AND IS ABOUT ONE FOOT ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2425 ***********************************************************************
 GB2425  DESIGNATION -  SAMARIA
 GB2425  PID         -  GB2425
 GB2425  STATE/COUNTY-  TN/PUTNAM
 GB2425  USGS QUAD   -  BURGESS FALLS (1986)
 GB2425
 GB2425                         *CURRENT SURVEY CONTROL
 GB2425  ___________________________________________________________________
 GB2425* NAD 83(1995)-  36 06 32.80911(N)    085 33 47.91138(W)     ADJUSTED  
 GB2425* NAVD 88     -       322.12   (+/-2cm)    1056.8    (feet)  VERTCON   
 GB2425  ___________________________________________________________________
 GB2425  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GB2425  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB2425
 GB2425  HORZ ORDER  -  THIRD
 GB2425  VERT ORDER  -  THIRD ? (See Below)
 GB2425
 GB2425.The horizontal coordinates were established by classical geodetic methods
 GB2425.and adjusted by the National Geodetic Survey in April 1999..
 GB2425
 GB2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2425.The vertical order pertains to the NGVD 29 superseded value.
 GB2425
 GB2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2425
 GB2425.The geoid height was determined by GEOID03.
 GB2425
 GB2425;                    North         East     Units Scale Factor Converg.
 GB2425;SPC TN       -   197,109.880   639,317.678   MT  0.99995989   +0 15 20.4
 GB2425;SPC TN       -   646,684.66  2,097,494.75   sFT  0.99995989   +0 15 20.4
 GB2425;UTM  16      - 3,997,006.414   629,311.138   MT  0.99980603   +0 50 48.5
 GB2425
 GB2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2425!SPC TN       -   0.99995406  x   0.99995989  =   0.99991396
 GB2425!UTM  16      -   0.99995406  x   0.99980603  =   0.99976010
 GB2425
 GB2425|---------------------------------------------------------------------|
 GB2425| PID    Reference Object                     Distance      Geod. Az  |
 GB2425|                                                           dddmmss.s |
 GB2425| CG7412 SAMARIA RM 1                         48.698 METERS 00542     |
 GB2425| CG7411 SAMARIA AZ MK                                      0583121.3 |
 GB2425| CG7413 SAMARIA RM 2                         26.365 METERS 26343     |
 GB2425|---------------------------------------------------------------------|
 GB2425
 GB2425                          SUPERSEDED SURVEY CONTROL
 GB2425
 GB2425  NAD 83(1995)-  36 06 32.81092(N)    085 33 47.91393(W) AD(       ) 3
 GB2425  NAD 83(1995)-  36 06 32.81384(N)    085 33 47.91349(W) AD(       ) 3
 GB2425  NAD 83(1986)-  36 06 32.82202(N)    085 33 47.91276(W) AD(       ) 3
 GB2425  NAD 27      -  36 06 32.59200(N)    085 33 47.99700(W) AD(       ) 3
 GB2425  NGVD 29 (07/19/86)  322.19   (m)         1057.1    (f) LEVELING    3  
 GB2425
 GB2425.Superseded values are not recommended for survey control.
 GB2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2425.See file dsdata.txt to determine how the superseded data were derived.
 GB2425
 GB2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE2931197006(NAD 83)
 GB2425_MARKER: DS = TRIANGULATION STATION DISK
 GB2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2425
 GB2425  HISTORY     - Date     Condition        Report By
 GB2425  HISTORY     - 1949     MONUMENTED       CGS
 GB2425
 GB2425                          STATION DESCRIPTION
 GB2425
 GB2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2425'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF COOKEVILLE AND 5-1/2
 GB2425'MILES SOUTHEAST OF BAXTER ON THE PROPERTY OWNED BY THE SAMARIA
 GB2425'CHURCH OF CHRIST. IT IS 162 FEET SOUTH OF THE CENTER OF PAVED ROAD,
 GB2425'29 FEET EAST OF THE SOUTHEAST CORNER OF CHURCH AND 9 FEET NORTH OF A
 GB2425'WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED SAMARIA
 GB2425'1949.
 GB2425'
 GB2425'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF PAVED ROAD AND
 GB2425'2 FEET SOUTH OF A POWERLINE POLE. THE MARK IS FLUSH AND THE DISK
 GB2425'IS STAMPED SAMARIA NO 1 1949.
 GB2425'
 GB2425'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GB2425'CHURCH AND 1 FOOT NORTH OF A FENCELINE. THE MARK IS FLUSH AND THE
 GB2425'DISK IS STAMPED SAMARIA NO 2 1949.
 GB2425'
 GB2425'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF PAVED ROAD AND 2 FEET
 GB2425'WEST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 GB2425'DISK IS STAMPED SAMARIA 1949.
 GB2425'
 GB2425'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PUTNAM COUNTY
 GB2425'COURT HOUSE IN COOKEVILLE, GO NORTHWEST ON U.S. HIGHWAY NO. 70N
 GB2425'FOR 0.6 MILE TO THE JUNCTION OF SCOTT STREET AND PAVED ROAD WEST, GO
 GB2425'WEST ON PAVED ROAD FOR 0.1 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 GB2425'SOUTHWEST FOR 4.45 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GB2425'FOR 0.35 MILE TO A CHURCH ON THE LEFT AND THE STATION AS
 GB2425'DESCRIBED.
 GB2425'
 GB2425'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2239 ***********************************************************************
 FE2239  DESIGNATION -  SAMPSON
 FE2239  PID         -  FE2239
 FE2239  STATE/COUNTY-  TN/CARROLL
 FE2239  USGS QUAD   -  PALMER SHELTER (1973)
 FE2239
 FE2239                         *CURRENT SURVEY CONTROL
 FE2239  ___________________________________________________________________
 FE2239* NAD 83(1995)-  35 59 41.02637(N)    088 29 41.87922(W)     ADJUSTED  
 FE2239* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FE2239  ___________________________________________________________________
 FE2239  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FE2239  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE2239
 FE2239  HORZ ORDER  -  SECOND
 FE2239
 FE2239.The horizontal coordinates were established by classical geodetic methods
 FE2239.and adjusted by the National Geodetic Survey in April 1999..
 FE2239
 FE2239.The orthometric height was scaled from a topographic map.
 FE2239
 FE2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2239
 FE2239.The geoid height was determined by GEOID03.
 FE2239
 FE2239;                    North         East     Units Scale Factor Converg.
 FE2239;SPC TN       -   187,197.982   375,064.750   MT  0.99995232   -1 27 38.3
 FE2239;SPC TN       -   614,165.38  1,230,524.93   sFT  0.99995232   -1 27 38.3
 FE2239;UTM  16      - 3,984,397.200   365,248.493   MT  0.99982374   -0 52 43.5
 FE2239
 FE2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2239!SPC TN       -   0.99997714  x   0.99995232  =   0.99992946
 FE2239!UTM  16      -   0.99997714  x   0.99982374  =   0.99980088
 FE2239
 FE2239:                Primary Azimuth Mark                     Grid Az
 FE2239:SPC TN       -  HUNTINGDON MUNICIPAL TANK                083 00 16.4
 FE2239:UTM  16      -  HUNTINGDON MUNICIPAL TANK                082 25 21.6
 FE2239
 FE2239|---------------------------------------------------------------------|
 FE2239| PID    Reference Object                     Distance      Geod. Az  |
 FE2239|                                                           dddmmss.s |
 FE2239| GD1483 HUNTINGDON MUNICIPAL TANK           APPROX. 6.4 KM 0813238.1 |
 FE2239| FE2236 HUNTINGDON RAD STA KIC 359 MST      APPROX. 5.5 KM 0884550.0 |
 FE2239| CG4193 SAMPSON RM 1                         21.802 METERS 12701     |
 FE2239| FE2237 LEACH LOT                           APPROX. 9.2 KM 1713944.0 |
 FE2239| CG4194 SAMPSON RM 2                         26.633 METERS 23708     |
 FE2239| CG4191 SAMPSON AZ MK                                      2494048.1 |
 FE2239| CG4195 SAMPSON RM 3                         22.618 METERS 26834     |
 FE2239| GD1495 TREZEVANT MUNICIPAL TANK            APPROX.11.5 KM 2800920.6 |
 FE2239| CG4192 SAMPSON AZ MK RESET                                3074915.1 |
 FE2239| GD1490 MCKENZIE MUNICIPAL TANK             APPROX.15.2 KM 3514856.0 |
 FE2239|---------------------------------------------------------------------|
 FE2239
 FE2239                          SUPERSEDED SURVEY CONTROL
 FE2239
 FE2239  NAD 83(1995)-  35 59 41.02855(N)    088 29 41.88500(W) AD(       ) 2
 FE2239  NAD 83(1986)-  35 59 41.03703(N)    088 29 41.87886(W) AD(       ) 2
 FE2239  NAD 27      -  35 59 40.81100(N)    088 29 41.68600(W) AD(       ) 2
 FE2239
 FE2239.Superseded values are not recommended for survey control.
 FE2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2239.See file dsdata.txt to determine how the superseded data were derived.
 FE2239
 FE2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6524884397(NAD 83)
 FE2239_MARKER: DS = TRIANGULATION STATION DISK
 FE2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2239
 FE2239  HISTORY     - Date     Condition        Report By
 FE2239  HISTORY     - 1934     MONUMENTED       CGS
 FE2239  HISTORY     - 1958     GOOD             CGS
 FE2239  HISTORY     - 1972     GOOD             TVA
 FE2239
 FE2239                          STATION DESCRIPTION
 FE2239
 FE2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2239'ABOUT 9 MILES SOUTH-SOUTHEAST OF MCKENZIE, 7-1/2 MILES EAST OF
 FE2239'TREZEVANT, 3-1/2 MILES WEST OF HUNTINGDON, 0.15 MILE EAST OF
 FE2239'COUNTY HOME ROAD, AND ON PROPERTY OF R. E. SAMPSON. TO REACH FROM
 FE2239'COURTHOUSE IN HUNTINGDON, FOLLOW U.S. ROUTE 70 AND STATE ROUTE 77
 FE2239'(COMBINED) WEST 0.6 MILE TO JUNCTION, CONTINUE 4.0 MILES ON STATE
 FE2239'ROUTE 77 TO CROSSROADS AT TOP OF GRADE AND ARROW LAKEWOOD ON LEFT,
 FE2239'TURN LEFT AND GO 0.25 MILE, TURN SHARPLY TO RIGHT ONTO COUNTY HOME
 FE2239'ROAD AND GO 0.5 MILE TO DIRT ROAD AT SOUTH END OF FIELD ON RIGHT,
 FE2239'FOLLOW DIRT ROAD 0.15 MILE TO TRIANGLE-BLAZED TREE ON LEFT, COTTON
 FE2239'FIELD ON RIGHT, AND STATION ON LEFT, 56.5 FEET WEST-NORTHWEST OF
 FE2239'48-INCH OAK WITH TOP BLOWN OUT, 45 FEET NORTH OF CENTER OF
 FE2239'DIRT ROAD, AND 16 FEET NORTH-NORTHEAST OF 14-INCH OAK WITH TRIANGULAR
 FE2239'BLAZE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FE2239'IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE2239'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 30 FEET
 FE2239'NORTH OF CENTER OF ROAD AND 71.53 FEET FROM STATION.
 FE2239'NO. 2 IS 18 FEET SOUTH OF CENTER LINE OF ROAD AND
 FE2239'87.38 FEET FROM STATION. AZIMUTH MARK IS
 FE2239'ON PROPERTY OF H. H. NEWMAN, 12 FEET WEST OF COUNTY HOME ROAD, ON
 FE2239'BANK ABOUT 3 FEET ABOVE ROAD, AND 0.2 MILE FROM STATION.
 FE2239
 FE2239                          STATION RECOVERY (1958)
 FE2239
 FE2239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2239'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 FE2239'FOUND IN GOOD CONDITION. REFERENCE MARK 2 WAS DESTROYED. THE
 FE2239'AZIMUTH MARK WAS IN THE EDGE OF A ROAD BANK AND WILL BE LOST IN THE
 FE2239'NEAR FUTURE. A NEW REFERENCE MARK 3 AND A NEW AZIMUTH MARK 2 WERE
 FE2239'ESTABLISHED AT THIS TIME. THE REFERENCE POINTS TO THE STATION,
 FE2239'AZIMUTH MARK AND REFERENCE MARK 1 DID NOT CHECK. THE DIRECTION TO
 FE2239'THE AZIMUTH MARK AND REFERENCE MARK 1 DID NOT CHECK. THE DISTANCE TO
 FE2239'REFERENCE MARK 1 CHECKED.
 FE2239'
 FE2239'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 FE2239'
 FE2239'THE STATION IS ABOUT 9 MILES SOUTH OF MCKENZIE, 7 MILES EAST OF
 FE2239'TREZEVANT, ON A PROMINENT KNOLL AT THE SOUTH EDGE OF A WOODED
 FE2239'SECTOR AND IS ON THE PROPERTY OF MR. R. E. SAMPSON. IT IS 4 FEET
 FE2239'SOUTH OF A WHITE WITNESS POST, 50 FEET NORTH OF A POWERLINE POLE AND
 FE2239'66 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD. THE MONUMENT PROJECTS
 FE2239'5 INCHES AND THE DISK IS STAMPED SAMPSON 1934.
 FE2239'
 FE2239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 70
 FE2239'ALTERNATE, LOCATED 0.6 MILE SOUTHWEST OF HUNTINGDON, GO WEST ON
 FE2239'HIGHWAY 70 ALT. FOR 4.1 MILES TO A GRAVELED CROSSROAD. TURN LEFT AND
 FE2239'GO SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A Y-FORK. KEEP RIGHT
 FE2239'AND CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A DIRT
 FE2239'ROAD LEFT.
 FE2239'
 FE2239'TURN LEFT AND GO EAST ON THE DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH
 FE2239'MARK 2 ON THE RIGHT. CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MILE TO
 FE2239'THE STATION ON THE LEFT.
 FE2239'
 FE2239'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 FE2239'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 FE2239'
 FE2239'REFERENCE MARK 1 IS 9 FEET NORTHEAST OF THE CENTERLINE OF A DIM WOODS
 FE2239'ROAD, 55 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 8 FEET
 FE2239'WEST OF A 10 INCH OAK TREE AND 72 FEET SOUTHEAST OF THE WHITE WITNESS
 FE2239'POST. THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FE2239'SAMPSON NO 1 1934.
 FE2239'
 FE2239'REFERENCE MARK 3 IS 33 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 FE2239'2 FEET EAST OF A 6 INCH OAK TREE, 76 FEET WEST OF THE WHITE WITNESS
 FE2239'POST AND 61 FEET NORTHWEST OF THE POWERLINE POLE. THE MONUMENT IS
 FE2239'FLUSH AND THE DISK IS STAMPED SAMPSON NO 3 1934.
 FE2239'
 FE2239'THE AZIMUTH MARK IS 12 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2239'ROAD, ON A BANK ABOUT 5 FEET HIGHER THAN THE ROAD AND IS ON THE
 FE2239'PROPERTY OF MR. H. H. NEWMAN. THE DISK IS A STANDARD REFERENCE MARK
 FE2239'DISK. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FE2239'SAMPSON 1934 AZI.
 FE2239'
 FE2239'THE AZIMUTH MARK 2 IS 12 FEET NORTHWEST OF THE CENTERLINE OF THE DIRT
 FE2239'ROAD, 1 FOOT SOUTHEAST OF A WHITE WITNESS POST AND 4 FEET NORTHEAST
 FE2239'OF AN 8 INCH HICKORY TREE. THE MONUMENT PROJECTS 4 INCHES AND THE
 FE2239'DISK IS STAMPED SAMPSON NO 2 1934.
 FE2239'
 FE2239'HEIGHT OF LIGHT 30 METERS.
 FE2239
 FE2239                          STATION RECOVERY (1972)
 FE2239
 FE2239'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2239'CONDITION OF POINT WHEN FOUND GOOD.
 FE2239'
 FE2239'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SAMPSON 1934.
 FE2239'
 FE2239'ADD TO DESCRIPTION--50 FT. N 30 E FROM POWER POLE.
 FE2239'17.8 S 85 W FROM 8 INCH RED OAK.  15.6 S 50 W FROM A 5 INCH WHITE
 FE2239'OAK.  6.1 S 25 E FROM A 4 INCH RED OAK.
 FE2239'
 FE2239'TVA POST AND SIGN SET.
 FE2239'
 FE2239'SAMPSON AZ MK 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2239'
 FE2239'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SAMPSON 1934 AZI.
 FE2239'
 FE2239'ADD TO DESCRIPTION--
 FE2239'16.5 S 35 W FROM A 3 INCH ELM.
 FE2239'132.4 N 30 E FROM POWER POLE.
 FE2239'
 FE2239'TVA POST AND SIGN SET.
 FE2239'
 FE2239'SAMPSON AZ MK 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2239'
 FE2239'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SAMPSON NO. 2 1934
 FE2239'(AZIMUTH).
 FE2239'
 FE2239'ADD TO DESCRIPTION--17 FT S 70 W OF CENTERLINE GRAVEL ROAD.
 FE2239'13.3 N 60 E FROM A 6 INCH RED OAK.
 FE2239'14.3 S 80 E FROM 5 INCH HICKORY.
 FE2239'
 FE2239'TVA POST AND SIGN SET.
 FE2239'
 FE2239'SAMPSON RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2239'
 FE2239'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SAMPSON NO. 1
 FE2239'1934.
 FE2239'
 FE2239'ADD TO DESCRIPTION--
 FE2239'2.8 N 50 W FROM 4 INCH WHITE OAK.  3.8 S 45 E FROM 6 INCH HICKORY.
 FE2239'10.2 S 10 W FROM 6 INCH WHITE OAK.
 FE2239'
 FE2239'SAMPSON RM 3-CONDITION OF POINT WHEN FOUND CORNER OF CONCRETE
 FE2239'CHIPPED OFF.  GOOD OTHERWISE.
 FE2239'
 FE2239'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SAMPSON NO. 3
 FE2239'1934.
 FE2239'
 FE2239'ADD TO DESCRIPTION--
 FE2239'23.0 S 50 W FROM A 5 INCH HICKORY.
 FE2239'33.5 S 75 W FROM A 6 INCH HICKORY.
 FE2239'
 FE2239'DISTANCE AND DIRECTION FROM NEAREST TOWN 9 MI. S OF MCKENZIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2614 ***********************************************************************
 FE2614  DESIGNATION -  SAND BAR
 FE2614  PID         -  FE2614
 FE2614  STATE/COUNTY-  TN/LAUDERDALE
 FE2614  USGS QUAD   -  CHIC (1983)
 FE2614
 FE2614                         *CURRENT SURVEY CONTROL
 FE2614  ___________________________________________________________________
 FE2614* NAD 83(1995)-  35 53 40.58861(N)    089 43 15.55548(W)     ADJUSTED  
 FE2614* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 FE2614  ___________________________________________________________________
 FE2614  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2614  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2614
 FE2614  HORZ ORDER  -  SECOND
 FE2614
 FE2614.The horizontal coordinates were established by classical geodetic methods
 FE2614.and adjusted by the National Geodetic Survey in April 1999..
 FE2614
 FE2614.The orthometric height was scaled from a topographic map.
 FE2614
 FE2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2614
 FE2614.The geoid height was determined by GEOID03.
 FE2614
 FE2614;                    North         East     Units Scale Factor Converg.
 FE2614;SPC TN       -   179,607.208   264,154.277   MT  0.99994896   -2 10 42.3
 FE2614;SPC TN       -   589,261.31    866,646.16   sFT  0.99994896   -2 10 42.3
 FE2614;SPC AR N     -   175,592.985   605,728.678   MT  0.99995056   +1 19 34.2
 FE2614;SPC AR N     -   576,091.32  1,987,294.84   sFT  0.99995056   +1 19 34.2
 FE2614;UTM  16      - 3,975,679.572   254,408.874   MT  1.00034327   -1 35 46.0
 FE2614
 FE2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2614!SPC TN       -   0.99999213  x   0.99994896  =   0.99994110
 FE2614!SPC AR N     -   0.99999213  x   0.99995056  =   0.99994270
 FE2614!UTM  16      -   0.99999213  x   1.00034327  =   1.00033540
 FE2614
 FE2614|---------------------------------------------------------------------|
 FE2614| PID    Reference Object                     Distance      Geod. Az  |
 FE2614|                                                           dddmmss.s |
 FE2614| CG4200 SAND BAR RM 1                        29.413 METERS 09150     |
 FE2614| CG4199 SAND BAR AZ MK                                     2023733.5 |
 FE2614| CG4201 SAND BAR RM 2                        30.931 METERS 21342     |
 FE2614|---------------------------------------------------------------------|
 FE2614
 FE2614                          SUPERSEDED SURVEY CONTROL
 FE2614
 FE2614  NAD 83(1995)-  35 53 40.59415(N)    089 43 15.55521(W) AD(       ) 2
 FE2614  NAD 83(1986)-  35 53 40.59945(N)    089 43 15.55619(W) AD(       ) 2
 FE2614  NAD 27      -  35 53 40.33250(N)    089 43 15.26750(W) AD(       ) 2
 FE2614
 FE2614.Superseded values are not recommended for survey control.
 FE2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2614.See file dsdata.txt to determine how the superseded data were derived.
 FE2614
 FE2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5440975680(NAD 83)
 FE2614_MARKER: DS = TRIANGULATION STATION DISK
 FE2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2614
 FE2614  HISTORY     - Date     Condition        Report By
 FE2614  HISTORY     - 1959     MONUMENTED       CGS
 FE2614
 FE2614                          STATION DESCRIPTION
 FE2614
 FE2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2614'THE STATION IS ABOUT 0.6 MILE SOUTH OF THE SOUTH BANK OF THE
 FE2614'MISSISSIPPI RIVER, ABOUT 16 MILES NORTHWEST OF RIPLEY, ABOUT 11
 FE2614'MILES NORTHWEST OF THE SMALL VILLAGE OF ARP AND IS ON THE PROPERTY OF
 FE2614'MR. J.N. ROBERTS. IT IS 50 FEET EAST OF THE CENTERLINE OF A FIELD
 FE2614'ROAD, 18 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD, 2 FEET NORTH
 FE2614'OF A WIRE FENCE AND 5 FEET EAST OF A WHITE WITNESS POST. THE MONUMENT
 FE2614'PROJECTS 1 INCH AND THE DISK IS STAMPED SAND BAR 1959.
 FE2614'
 FE2614'TO REACH THE STATION FROM THE ARP CONSOLIDATED ELEMENTARY SCHOOL,
 FE2614'LOCATED ABOUT 0.6 MILE EAST OF THE SMALL VILLAGE OF ARP, ON STATE
 FE2614'HIGHWAY 19, GO WEST ON STATE HIGHWAY 19 FOR 0.6 MILE TO A COTTON GIN
 FE2614'MILL ON THE RIGHT IN ARP. CONTINUE WEST ON HIGHWAY 19 FOR 0.8 MILE
 FE2614'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 FE2614'0.5 MILE TO A T-ROAD. TURN LEFT AND GO WEST ON A GRAVELED ROAD
 FE2614'TO A FORK. KEEP RIGHT AND GO NORTH AND NORTHWEST ON MAIN TRAVELED
 FE2614'ROAD FOR 4.0 MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING IRON
 FE2614'BRIDGE. TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR 3.9
 FE2614'MILES TO A SIDE ROAD RIGHT, JUST BEFORE REACHING A BRIDGE NEARLY
 FE2614'WASHED OUT AT RIVERS EDGE. TURN RIGHT AND GO NORTHERLY AWAY FROM
 FE2614'RIVER, FOR 1.0 MILE TO A SIDE ROAD RIGHT. CONTINUE AHEAD FOR 2.4
 FE2614'MILES TO A T-ROAD, AND THE MAIN ROAD TURNS LEFT*. TURN RIGHT AND
 FE2614'GO NORTH ON A FIELD ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT, AT
 FE2614'A POINT WHERE THE FIELD ROAD CURVES TO THE EAST.
 FE2614'
 FE2614'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH FOR 0.6 MILE TO
 FE2614'WHERE MAIN ROAD CURVES WEST.  TURN RIGHT AND FOLLOW MAIN ROAD WEST
 FE2614'FOR 0.1 MILE TO A SIDE ROAD LEFT. CONTINUE WEST FOR 0.25 MILE TO THE
 FE2614'AZIMUTH MARK ON THE LEFT, ON THE PROPERTY OF MR. ITHMER KISSELL.
 FE2614'
 FE2614'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD
 FE2614'AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT PROJECTS 2 INCHES
 FE2614'AND THE DISK IS STAMPED SAND BAR NO 1 1959.
 FE2614'
 FE2614'REFERENCE MARK 2 IS 9 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD
 FE2614'AND 6 INCHES EAST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2614'DISK IS STAMPED SAND BAR NO 2 1959.
 FE2614'
 FE2614'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 FE2614'ROAD, 22 FEET EAST OF A GATE LEADING INTO THE FRONT OF MR.
 FE2614'KISSELLS HOME AND 6 INCHES NORTH OF A WIRE FENCE. THE MONUMENT IS
 FE2614'FLUSH AND THE DISK IS STAMPED SAND BAR 1959.
 FE2614'
 FE2614'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2260 ***********************************************************************
 FE2260  DESIGNATION -  SAND HILL
 FE2260  PID         -  FE2260
 FE2260  STATE/COUNTY-  TN/MCNAIRY
 FE2260  USGS QUAD   -  MICHIE (1991)
 FE2260
 FE2260                         *CURRENT SURVEY CONTROL
 FE2260  ___________________________________________________________________
 FE2260* NAD 83(1995)-  35 06 13.80800(N)    088 28 48.59899(W)     ADJUSTED  
 FE2260* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 FE2260  ___________________________________________________________________
 FE2260  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FE2260  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2260
 FE2260  HORZ ORDER  -  SECOND
 FE2260
 FE2260.The horizontal coordinates were established by classical geodetic methods
 FE2260.and adjusted by the National Geodetic Survey in April 1999..
 FE2260
 FE2260.The orthometric height was scaled from a topographic map.
 FE2260
 FE2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2260
 FE2260.The geoid height was determined by GEOID03.
 FE2260
 FE2260;                    North         East     Units Scale Factor Converg.
 FE2260;SPC TN       -    88,353.413   373,894.179   MT  1.00002901   -1 27 07.2
 FE2260;SPC TN       -   289,872.82  1,226,684.49   sFT  1.00002901   -1 27 07.2
 FE2260;UTM  16      - 3,885,560.313   365,098.090   MT  0.99982428   -0 51 04.7
 FE2260
 FE2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2260!SPC TN       -   0.99997498  x   1.00002901  =   1.00000399
 FE2260!UTM  16      -   0.99997498  x   0.99982428  =   0.99979927
 FE2260
 FE2260:                Primary Azimuth Mark                     Grid Az
 FE2260:SPC TN       -  SHILOH NATL PARK IOWA MON                071 15 42.4
 FE2260:UTM  16      -  SHILOH NATL PARK IOWA MON                070 39 39.9
 FE2260
 FE2260|---------------------------------------------------------------------|
 FE2260| PID    Reference Object                     Distance      Geod. Az  |
 FE2260|                                                           dddmmss.s |
 FE2260| FE2254 SHILOH NATL PARK IOWA MON           APPROX.15.1 KM 0694835.2 |
 FE2260| FE2255 SHILOH NATL PARK MAIN FLAGPOLE      APPROX.15.4 KM 0700937.2 |
 FE2260| CG4204 SAND HILL RM 2                       35.738 METERS 11431     |
 FE2260| CG4202 SAND HILL AZ MK                                    1585800.4 |
 FE2260| EG1601 CORINTH BLACK TANK                  APPROX.18.6 KM 1891515.9 |
 FE2260| CG4203 SAND HILL RM 1                       35.887 METERS 22931     |
 FE2260|---------------------------------------------------------------------|
 FE2260
 FE2260                          SUPERSEDED SURVEY CONTROL
 FE2260
 FE2260  NAD 83(1995)-  35 06 13.80895(N)    088 28 48.59925(W) AD(       ) 2
 FE2260  NAD 83(1995)-  35 06 13.81170(N)    088 28 48.59750(W) AD(       ) 2
 FE2260  NAD 83(1995)-  35 06 13.81722(N)    088 28 48.59785(W) AD(       ) 2
 FE2260  NAD 83(1986)-  35 06 13.81784(N)    088 28 48.59743(W) AD(       ) 2
 FE2260  NAD 27      -  35 06 13.51500(N)    088 28 48.43900(W) AD(       ) 2
 FE2260
 FE2260.Superseded values are not recommended for survey control.
 FE2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2260.See file dsdata.txt to determine how the superseded data were derived.
 FE2260
 FE2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6509885560(NAD 83)
 FE2260_MARKER: DS = TRIANGULATION STATION DISK
 FE2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2260
 FE2260  HISTORY     - Date     Condition        Report By
 FE2260  HISTORY     - 1934     MONUMENTED       CGS
 FE2260  HISTORY     - 1949     GOOD             TVA
 FE2260
 FE2260                          STATION DESCRIPTION
 FE2260
 FE2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2260'ABOUT 8 MILES SOUTHEAST OF SELMER, ABOUT 0.75 MILE NORTH-NORTHWEST OF
 FE2260'SAND HILL CHURCH, ON PROPERTY OF WILL COOPER, AT WEST CORNER OF
 FE2260'CULTIVATED FIELD, AT NORTHWEST EDGE OF WOODS, 40.6 FEET NORTH OF
 FE2260'CENTER LINE OF SAND HILL ROAD, AND 15.7 FEET SOUTH-SOUTHEAST
 FE2260'OF 18-INCH OAK WITH TRIANGULAR BLAZE. TO REACH FROM SELMER, FOLLOW U.
 FE2260'S. ROUTE 72 SOUTH 2.3 MILES, TURN EAST ONTO STATE ROUTE 57,
 FE2260'GO 3.2 MILES, TURN SOUTH ONTO SAND HILL ROAD, AND GO 4.3 MILES TO
 FE2260'TOP OF GRADE AND STATION. SURFACE AND UNDERGROUND MARKS ARE
 FE2260'STANDARD STATION DISKS IN CONCRETE.
 FE2260'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FE2260'NO.1 IS ABOUT 20 FEET SOUTHEAST OF CENTER OF ROAD
 FE2260'AND 117.74 FEET FROM STATION N 49 DEG 31 MIN W.  NO. 2 IS 15
 FE2260'FEET SOUTHEAST OF CENTER LINE OF ROAD AND 117.25 FEET FROM
 FE2260'STATION S 65 DEG 29 MIN E. AZIMUTH MARK IS ON MAIN ROAD,
 FE2260'ABOUT 75 YARDS WEST-SOUTHWEST OF T-ROAD EAST, 12 FEET NORTH OF
 FE2260'CENTER LINE OF ROAD, AND ABOUT 375 YARDS FROM STATION
 FE2260'S 22 DEG 02 MIN E.
 FE2260
 FE2260                          STATION RECOVERY (1949)
 FE2260
 FE2260'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2260'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 0.75 MILE N OF
 FE2260'SAND HILL CHURCH. THE DISK IS STAMPED SAND HILL.
 FE2260'
 FE2260'A POST IS SET 2 FEET N OF THE MARK.
 FE2260'
 FE2260'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1661 ***********************************************************************
 FC1661  DESIGNATION -  SANDS
 FC1661  PID         -  FC1661
 FC1661  STATE/COUNTY-  TN/KNOX
 FC1661  USGS QUAD   -  BEARDEN (1990)
 FC1661
 FC1661                         *CURRENT SURVEY CONTROL
 FC1661  ___________________________________________________________________
 FC1661* NAD 83(1995)-  35 57 59.73089(N)    084 04 03.58981(W)     ADJUSTED  
 FC1661* NAVD 88     -       404.2    (meters)    1326.     (feet)  VERTCON   
 FC1661  ___________________________________________________________________
 FC1661  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FC1661  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC1661
 FC1661  HORZ ORDER  -  SECOND
 FC1661
 FC1661.The horizontal coordinates were established by classical geodetic methods
 FC1661.and adjusted by the National Geodetic Survey in April 1999..
 FC1661
 FC1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1661
 FC1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1661
 FC1661.The geoid height was determined by GEOID03.
 FC1661
 FC1661;                    North         East     Units Scale Factor Converg.
 FC1661;SPC TN       -   182,929.282   774,280.156   MT  0.99995107   +1 07 52.6
 FC1661;SPC TN       -   600,160.49  2,540,284.15   sFT  0.99995107   +1 07 52.6
 FC1661;UTM  16      - 3,984,219.199   764,432.010   MT  1.00046169   +1 43 23.5
 FC1661;UTM  17      - 3,984,594.935   223,360.857   MT  1.00054310   -1 48 10.2
 FC1661
 FC1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1661!SPC TN       -   0.99994139  x   0.99995107  =   0.99989246
 FC1661!UTM  16      -   0.99994139  x   1.00046169  =   1.00040305
 FC1661!UTM  17      -   0.99994139  x   1.00054310  =   1.00048446
 FC1661
 FC1661|---------------------------------------------------------------------|
 FC1661| PID    Reference Object                     Distance      Geod. Az  |
 FC1661|                                                           dddmmss.s |
 FC1661| CZ4550 SANDS RM 1                           26.193 METERS 09223     |
 FC1661| CZ4551 SANDS RM 2                           26.760 METERS 21039     |
 FC1661| CZ4549 SANDS AZ MK                                        3031505.2 |
 FC1661|---------------------------------------------------------------------|
 FC1661
 FC1661                          SUPERSEDED SURVEY CONTROL
 FC1661
 FC1661  NAD 83(1995)-  35 57 59.73832(N)    084 04 03.58879(W) AD(       ) 2
 FC1661  NAD 83(1986)-  35 57 59.74418(N)    084 04 03.58661(W) AD(       ) 2
 FC1661  NAD 27      -  35 57 59.45400(N)    084 04 03.90300(W) AD(       ) 2
 FC1661  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 FC1661
 FC1661.Superseded values are not recommended for survey control.
 FC1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1661.See file dsdata.txt to determine how the superseded data were derived.
 FC1661
 FC1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6443284219(NAD 83)
 FC1661_MARKER: DS = TRIANGULATION STATION DISK
 FC1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1661
 FC1661  HISTORY     - Date     Condition        Report By
 FC1661  HISTORY     - 1934     MONUMENTED       CGS
 FC1661  HISTORY     - 1961     GOOD             CGS
 FC1661
 FC1661                          STATION DESCRIPTION
 FC1661
 FC1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1661'ABOUT 9-1/2 MILES NORTH-NORTHWEST OF LOUISVILLE, 7 MILES
 FC1661'NORTH-NORTHEAST OF CONCORD, 3 MILES EAST OF BALL CAMP,
 FC1661'BETWEEN CLINCH AND TENNESSEE RIVERS, ON TOP OF SMALL KNOLL ON BLACK
 FC1661'OAK RIDGE, AND ON PROPERTY OF DAVE SANDS. TO REACH FROM
 FC1661'JUNCTION OF U. S. ROUTES 11 AND 70 JUST NORTH OF LENOIR CITY, FOLLOW
 FC1661'ROUTES 11 AND 70 EAST 5.65 MILE (OR 1.05 MILES BEYOND
 FC1661'FARRAGUT SCHOOL ON RIGHT) TO T-ROAD LEFT JUST BEFORE REACHING NOCE
 FC1661'WOCO PEP SERVICE STATION ON RIGHT, TURN LEFT AND GO 0.45 MILE
 FC1661'TO FORKS JUST AFTER PASSING 2-STORY WHITE HOUSE ON RIGHT, FOLLOW LEFT
 FC1661'FORK 0.45 MILE TO WHITE CHURCH ON RIGHT, FOLLOW MAIN ROAD
 FC1661'0.55 MILE TO 2-STORY WHITE HOUSE ON LEFT, KEEP TO RIGHT AND
 FC1661'GO 1.65 MILES TO ROAD FORKS, FOLLOW RIGHT FORK (MAIN GRAVEL ROAD) 1.7
 FC1661'MILES TO 2-STORY WHITE STORE ON RIGHT (TOWN OF BALL CAMP),
 FC1661'TURN SHARPLY TO RIGHT AROUND STORE AND GO 0.15 MILE TO FORKS AT WOCO
 FC1661'PEP SERVICE STATION, FOLLOW LEFT FORK 1.1 MILES TO RAILROAD
 FC1661'CROSSING AND JOGGED CROSSROADS, KEEP STRAIGHT AHEAD 0.5 MILE, TURN
 FC1661'RIGHT ONTO MAIN ROAD ACROSS RAILROAD TRACKS AND GO 1.7 MILES
 FC1661'(OR 0.45 MILE AFTER PASSING PINK STUCCO HOUSE ON RIGHT) TO TELEPHONE
 FC1661'POLE NO 130 AND THREE MAIL BOXES ON LEFT, TURN RIGHT ONTO
 FC1661'GRAVEL ROAD AND GO 0.05 MILE, JUST AFTER CROSSING
 FC1661'RAILROAD TRACKS TURN LEFT UP WINDING ROAD THROUGH WOODS AND GO 0.35
 FC1661'MILE TO GREEN HOUSE (HOME OF MR. FORD), THENCE SOUTHWEST UP
 FC1661'HILL 300 YARDS ALONG FENCE LINE THROUGH OLD ORCHARD TO STATION SITE
 FC1661'IN SMALL GROVE OF PINE TREES, 11 FEET EAST-SOUTHEAST OF
 FC1661'10-INCH TRIANGLE-BLAZED PINE TREE. SURFACE AND UNDERGROUND MARKS ARE
 FC1661'STANDARD STATION DISKS IN CONCRETE.
 FC1661'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FC1661'NO 1 IS IN LINE WITH TWO 24-INCH STUMPS AND
 FC1661'85.93 FEET FROM STATION. NO 2 IS
 FC1661'SLIGHTLY LOWER THAN AND 87.79 FEET FROM STATION.
 FC1661'AZIMUTH MARK IS 1/4 MILE WEST ALONG LOBETTI PIKE FROM
 FC1661'PAVED ROAD, AT TOP OF GRADE, ON FENCE LINE OF PROPERTY OF J. C. WOOD,
 FC1661'12-1/2 FEET SOUTHWEST OF CENTER OF LOBETTI PIKE, 6 FEET EAST
 FC1661'OF 4-INCH PINE TREE, AND 0.75 MILE FROM STATION.
 FC1661'BEARING FROM STATION TO WHITE SCHOOL CUPOLA,
 FC1661'DISTANT 1-1/2 MILES, S 76 DEG 43 MIN E.
 FC1661
 FC1661                          STATION RECOVERY (1961)
 FC1661
 FC1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1661'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 FC1661'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 FC1661'
 FC1661'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1661'
 FC1661'THE STATION IS LOCATED ABOUT 8 MILES WEST OF KNOXVILLE, ABOUT 4 MILES
 FC1661'EAST OF BALL CAMP AND ABOUT 4 MILES SOUTHWEST OF
 FC1661'POWELL.
 FC1661'
 FC1661'TO REACH THE STATION FROM THE SCHOOLHOUSE IN POWELL, GO WEST ON EMORY
 FC1661'ROAD FOR 1.45 MILES TO THE JUNCTION OF U. S.  HIGHWAY 25W, TURN
 FC1661'LEFT, SOUTH, ON U. S. HIGHWAY 25W FOR 1.2 MILES TO A Y AT PLEASANT
 FC1661'RIDGE ROAD, KEEP RIGHT, SOUTH, ON PLEASANT RIDGE ROAD AND
 FC1661'GO 0.55 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON SCHADD
 FC1661'ROAD AND GO 1.5 MILES TO OAK RIDGE HIGHWAY, TURN RIGHT,
 FC1661'NORTH, ON OAK RIDGE HIGHWAY AND GO 0.7 MILE TO BALL ROAD, TURN
 FC1661'LEFT, WEST, ON BALL ROAD AND GO 1.55 MILES TO LOBETTI ROAD, TURN
 FC1661'LEFT, SOUTH, ON LOBETTI ROAD AND GO 0.2 MILE TO THE AZIMUTH
 FC1661'MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO BALL CAMP PIKE,
 FC1661'TURN RIGHT, WEST, ON BALL CAMP PIKE AND GO 0.35 MILE TO
 FC1661'BAKERTOWN ROAD, TURN LEFT ON BAKERTOWN ROAD AND GO 0.95 MILE TO A
 FC1661'REVERSE Y, CONTINUE ON THE OIL ROAD FOR 0.25 MILE TO A
 FC1661'GRAVELED ROAD ON THE LEFT, TURN SHARP LEFT AND GO 0.4 MILE TO END OF
 FC1661'MAIN ROAD, CONTINUE ON DIM TRACK ROAD, PASSING THROUGH 2
 FC1661'OLD WIRE GATES, FOR 0.35 MILE TO THE SUMMIT, TURN LEFT AND GO 0.05
 FC1661'MILE TO THE STATION.
 FC1661'
 FC1661'THE STATION IS 11 FEET SOUTH OF AN 18-INCH PINE TREE AND 1.7 FEET
 FC1661'EAST OF A WITNESS POST. IT IS A STANDARD DISK PROJECTING 6
 FC1661'INCHES AND IS STAMPED SANDS 1934.
 FC1661'
 FC1661'REFERENCE MARK NO. 1 IS ON SOUTHEAST SLOPE OF THE HILL ABOUT 3 FEET
 FC1661'LOWER THAN THE STATION. IT IS A STANDARD DISK PROJECTING 6
 FC1661'INCHES AND IS STAMPED SANDS NO 1 1934.
 FC1661'
 FC1661'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL ABOUT 3
 FC1661'FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK PROJECTING 8
 FC1661'INCHES AND IS STAMPED SANDS NO 2 1934.
 FC1661'
 FC1661'THE AZIMUTH MARK IS 13 FEET WEST OF THE CENTER OF A ROAD, 6 FEET
 FC1661'NORTH OF A DRIVEWAY AND 1.8 FEET SOUTH OF A WITNESS POST.
 FC1661'IT IS A STANDARD DISK PROJECTING 10 INCHES AND IS STAMPED SANDS 1934.
 FC1661'
 FC1661'HEIGHT OF LIGHT ABOVE STATION MARK 26.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0007 ***********************************************************************
 FE0007  DESIGNATION -  SANDY
 FE0007  PID         -  FE0007
 FE0007  STATE/COUNTY-  TN/HENDERSON
 FE0007  USGS QUAD   -  YUMA (1986)
 FE0007
 FE0007                         *CURRENT SURVEY CONTROL
 FE0007  ___________________________________________________________________
 FE0007* NAD 83(1995)-  35 48 35.90668(N)    088 18 02.57380(W)     ADJUSTED  
 FE0007* NAVD 88     -       170.440  (meters)     559.19   (feet)  ADJUSTED  
 FE0007  ___________________________________________________________________
 FE0007  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FE0007  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0007  DYNAMIC HT  -         170.289 (meters)     558.69  (feet)  COMP
 FE0007  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 FE0007
 FE0007  HORZ ORDER  -  SECOND
 FE0007  VERT ORDER  -  SECOND    CLASS 0
 FE0007
 FE0007.The horizontal coordinates were established by classical geodetic methods
 FE0007.and adjusted by the National Geodetic Survey in April 1999..
 FE0007
 FE0007.The orthometric height was determined by differential leveling
 FE0007.and adjusted by the National Geodetic Survey in June 1991..
 FE0007
 FE0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0007
 FE0007.The geoid height was determined by GEOID03.
 FE0007
 FE0007.The dynamic height is computed by dividing the NAVD 88
 FE0007.geopotential number by the normal gravity value computed on the
 FE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0007.degrees latitude (g = 980.6199 gals.).
 FE0007
 FE0007.The modeled gravity was interpolated from observed gravity values.
 FE0007
 FE0007;                    North         East     Units Scale Factor Converg.
 FE0007;SPC TN       -   166,275.650   392,092.401   MT  0.99994849   -1 20 48.9
 FE0007;SPC TN       -   545,522.70  1,286,389.82   sFT  0.99994849   -1 20 48.9
 FE0007;UTM  16      - 3,963,652.670   382,485.848   MT  0.99977017   -0 45 40.1
 FE0007
 FE0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0007!SPC TN       -   0.99997768  x   0.99994849  =   0.99992617
 FE0007!UTM  16      -   0.99997768  x   0.99977017  =   0.99974786
 FE0007
 FE0007|---------------------------------------------------------------------|
 FE0007| PID    Reference Object                     Distance      Geod. Az  |
 FE0007|                                                           dddmmss.s |
 FE0007| FE0008 SANDY RM 3                            6.700 METERS 04501     |
 FE0007| FE0014 TRACE                               APPROX. 4.4 KM 0782659.8 |
 FE0007| FE0010 SANDY RM 1                           37.911 METERS 11558     |
 FE0007| CG4212 SANDY AZ MK                                        1364406.1 |
 FE0007| FE0011 SANDY RM 2                           26.842 METERS 20427     |
 FE0007| FE0009 SANDY RM 4                            5.639 METERS 29044     |
 FE0007|---------------------------------------------------------------------|
 FE0007
 FE0007                          SUPERSEDED SURVEY CONTROL
 FE0007
 FE0007  NAD 83(1995)-  35 48 35.90907(N)    088 18 02.58027(W) AD(       ) 2
 FE0007  NAD 83(1986)-  35 48 35.91699(N)    088 18 02.57475(W) AD(       ) 2
 FE0007  NAD 27      -  35 48 35.68280(N)    088 18 02.41310(W) AD(       ) 2
 FE0007  NGVD 29 (??/??/??)  170.461  (m)          559.25   (f) ADJUSTED    2 0
 FE0007
 FE0007.Superseded values are not recommended for survey control.
 FE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0007.See file dsdata.txt to determine how the superseded data were derived.
 FE0007
 FE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8248663653(NAD 83)
 FE0007_MARKER: DE = TRAVERSE STATION DISK
 FE0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0007_STAMPING: SANDY 1959
 FE0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0007+STABILITY: SURFACE MOTION
 FE0007
 FE0007  HISTORY     - Date     Condition        Report By
 FE0007  HISTORY     - 1959     MONUMENTED       CGS
 FE0007  HISTORY     - 1959     GOOD             CGS
 FE0007  HISTORY     - 1972     GOOD             TVA
 FE0007  HISTORY     - 1975     GOOD             NGS
 FE0007
 FE0007                          STATION DESCRIPTION
 FE0007
 FE0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0007'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CLARKSBURG, ABOUT 4
 FE0007'MILES EAST-NORTHEAST OF WILDERSVILLE AND ABOUT 146 FEET SOUTH OF
 FE0007'THE PROPOSED CENTERLINE OF EXPRESSWAY 40 ON THE PROPERTY OF MRS. GUY
 FE0007'HESTER.
 FE0007'
 FE0007'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF WILDERSVILLE,
 FE0007'GO EASTERLY ON MAIN ROAD, CROSSING RAILROAD TRACKS, KEEP LEFT AFTER
 FE0007'CROSSING TRACKS AND GO 0.75 MILE TO A SIDE ROAD LEFT AND SIGN NATCHEZ
 FE0007'TRACE STATE FOREST AND BROWNS LAKE, TURN LEFT AND GO NORTH AND
 FE0007'EAST ON MAIN GRAVELED ROAD FOR 1.95 MILES TO A SIDE ROAD LEFT,
 FE0007'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD EASTERLY FOR 1.35 MILES TO
 FE0007'A SIDE ROAD RIGHT, CONTINUE EASTERLY FOR 0.2 MILE TO A FORK, KEEP
 FE0007'RIGHT FORK AND GO 0.3 MILE ON MAIN ROAD TO A GATE AND TRACK ROAD
 FE0007'ON THE RIGHT, TURN RIGHT SOUTHERLY ON TRACK ROAD, PASS THROUGH
 FE0007'GATE AND GO UP STEEP HILL FOR 0.15 MILE TO THE STATION ON THE RIGHT
 FE0007'AS DESCRIBED.
 FE0007'
 FE0007'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON TRACK
 FE0007'ROAD FOR 0.1 MILE, THENCE TURN RIGHT OFF TRACK ROAD AND GO SOUTH
 FE0007'0.05 MILE TO THE AZIMUTH MARK SET IN EAST-WEST FENCE LINE AS
 FE0007'DESCRIBED.
 FE0007'
 FE0007'THE STATION MARK IS A STANDARD TRAVERSE DISK, CEMENTED IN THE TOP OF
 FE0007'A 10-INCH SQUARE CONCRETE POST. THE DISK IS STAMPED SANDY 1959 AND IS
 FE0007'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS SET ON THE NORTHERN
 FE0007'SLOPE OF A HILL AND 5 FEET EAST OF A WITNESS SIGN.
 FE0007'
 FE0007'REFERENCE MARK NO. 1 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 FE0007'10-INCH SQUARE CONCRETE POST. THE DISK IS STAMPED SANDY NO. 1
 FE0007'1959 AND IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS ABOUT 1
 FE0007'FOOT HIGHER THAN THE STATION MARK.
 FE0007'
 FE0007'REFERENCE MARK NO. 2 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 FE0007'10-INCH SQUARE CONCRETE POST. THE DISK IS STAMPED SANDY NO. 2
 FE0007'1959 AND IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS ABOUT 4
 FE0007'FEET LOWER THAN THE STATION MARK.
 FE0007'
 FE0007'THE AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN THE TOP OF A 10-INCH
 FE0007'SQUARE CONCRETE POST. THE DISK IS STAMPED SANDY 1959 AND IS FLUSH
 FE0007'WITH THE SURFACE OF THE GROUND. THE MARK IS 3 FEET EAST OF A WITNESS
 FE0007'SIGN AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 FE0007'
 FE0007'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FE0007
 FE0007                          STATION RECOVERY (1959)
 FE0007
 FE0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0007'7.4 MI SE FROM YUMA.
 FE0007'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0007'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0007'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A T
 FE0007'JUNCTION, THENCE 0.9 MILE EAST ALONG GRAVELED ROAD TO Y JUNCTION,
 FE0007'THENCE 0.4 MILE EAST-SOUTHEAST ON MAIN ROAD TO GATE AND TRACK
 FE0007'ROAD ON THE RIGHT, TURN RIGHT SOUTHERLY ON TRACK ROAD, PASS
 FE0007'THROUGH GATE AND GO UP STEEP HILL FOR 0.15 MILE TO THE STATION
 FE0007'ON RIGHT.  THE STATION MARK IS A STANDARD TRAVERSE DISK, CEMENTED
 FE0007'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, WHICH IS FLUSH
 FE0007'WITH THE GROUND.  THE MARK IS SET ON THE NORTHERN SLOPE OF A
 FE0007'HILL AND 5 FEET EAST OF A WITNESS SIGN.
 FE0007
 FE0007                          STATION RECOVERY (1972)
 FE0007
 FE0007'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (LT)
 FE0007'CONDITION OF POINT WHEN FOUND GOOD.
 FE0007'
 FE0007'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SANDY STATION MARK
 FE0007'1959.
 FE0007'
 FE0007'ADD--5.2 MILES EAST OF I-40-HWY 22 INTERCHANGE.
 FE0007'11.5 SOUTH OF I-40 SOUTH RIGHT-OF-WAY FENCE.
 FE0007'35.0 N 45 E OF A 4 INCH TWIN CEDAR.
 FE0007'
 FE0007'TVA POST AND SIGN SET.
 FE0007'
 FE0007'SANDY RM 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0007'
 FE0007'MAY HAVE BEEN PLOWED UP.
 FE0007'
 FE0007'SANDY RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0007'
 FE0007'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SANDY NO. 2
 FE0007'1959.
 FE0007'
 FE0007'ADD--5.2 MILES EAST OF I-40 HWY 22 INTERCHANGE.
 FE0007'29.3 N 45 E OF A 4 INCH CEDAR.
 FE0007'20.7 S 50 E OF A 4 INCH CEDAR.
 FE0007'
 FE0007'SANDY AZ MK- POINT WHEN FOUND NOT FOUND.
 FE0007'
 FE0007'MAY HAVE BEEN PLOWED UP.
 FE0007'
 FE0007'DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES EAST OF
 FE0007'WILDERSVILLE.
 FE0007
 FE0007                          STATION RECOVERY (1975)
 FE0007
 FE0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE0007'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 FE0007'REFERENCE MARK 1 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS NOT
 FE0007'FOUND AND ASSUMED TO HAVE BEEN DESTROYED.  THE DISTANCE TO
 FE0007'REFERENCE MARK 2 CHECKED.  REFERENCE MARKS 3 AND 4 WERE SET TO HELP
 FE0007'IN FUTURE RECOVERY OF THE STATION.  A NEW DESCRIPTION FOLLOWS--
 FE0007'
 FE0007'THE STATION IS LOCATED 11 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 FE0007'FENCE LINE OF INTERSTATE HIGHWAY 40, 1 FOOT NORTH OF A METAL WITNESS
 FE0007'POST AND 35 FEET NORTHEAST OF A 4 INCH TWIN CEDAR TREE.  THE
 FE0007'MONUMENT IS FLUSH AND THE DISK IS STAMPED SANDY 1959.
 FE0007'
 FE0007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND
 FE0007'INTERSTATE HIGHWAY 40 JUST NORTHWEST OF WILDERSVILLE, GO EAST ON
 FE0007'HIGHWAY 40 FOR 5.4 MILES TO THE STATION ON THE RIGHT.
 FE0007'
 FE0007'REFERENCE MARK 2 IS 29 FEET NORTHEAST OF A 4 INCH CEDAR TREE, 21
 FE0007'FEET SOUTHEAST OF A 4 INCH CEDAR TREE AND 1 FOOT NORTH OF A METAL
 FE0007'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SANDY
 FE0007'NO 2 1959.
 FE0007'
 FE0007'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0007'SANDY 1959 NO 3 1975, PROJECTING 3 INCHES, 6 INCHES WEST OF A METAL
 FE0007'WITNESS POST AND 6 INCHES SOUTH OF THE FENCE.
 FE0007'
 FE0007'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0007'SANDY 1959 NO 4 1975, PROJECTING 3 INCHES, 6 INCHES EAST OF A METAL
 FE0007'WITNESS POST AND 6 INCHES SOUTH OF THE FENCE.
 FE0007'
 FE0007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FE0007'NORTHEAST OF WILDERSVILLE.
 FE0007'
 FE0007'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0948 ***********************************************************************
 FD0948  DESIGNATION -  SANDY
 FD0948  PID         -  FD0948
 FD0948  STATE/COUNTY-  TN/MAURY
 FD0948  USGS QUAD   -  SANDY HOOK (1985)
 FD0948
 FD0948                         *CURRENT SURVEY CONTROL
 FD0948  ___________________________________________________________________
 FD0948* NAD 83(1995)-  35 29 09.02490(N)    087 14 07.99247(W)     ADJUSTED  
 FD0948* NAVD 88     -       223.020  (meters)     731.69   (feet)  ADJUSTED  
 FD0948  ___________________________________________________________________
 FD0948  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FD0948  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0948  DYNAMIC HT  -         222.815 (meters)     731.02  (feet)  COMP
 FD0948  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FD0948
 FD0948  HORZ ORDER  -  SECOND
 FD0948  VERT ORDER  -  SECOND    CLASS 0
 FD0948
 FD0948.The horizontal coordinates were established by classical geodetic methods
 FD0948.and adjusted by the National Geodetic Survey in April 1999..
 FD0948
 FD0948.The orthometric height was determined by differential leveling
 FD0948.and adjusted by the National Geodetic Survey in June 1991..
 FD0948
 FD0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0948
 FD0948.The geoid height was determined by GEOID03.
 FD0948
 FD0948.The dynamic height is computed by dividing the NAVD 88
 FD0948.geopotential number by the normal gravity value computed on the
 FD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0948.degrees latitude (g = 980.6199 gals.).
 FD0948
 FD0948.The modeled gravity was interpolated from observed gravity values.
 FD0948
 FD0948;                    North         East     Units Scale Factor Converg.
 FD0948;SPC TN       -   128,577.630   487,886.021   MT  0.99996676   -0 43 24.0
 FD0948;SPC TN       -   421,841.77  1,600,672.72   sFT  0.99996676   -0 43 24.0
 FD0948;UTM  16      - 3,926,948.562   478,633.158   MT  0.99960563   -0 08 12.3
 FD0948
 FD0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0948!SPC TN       -   0.99996937  x   0.99996676  =   0.99993613
 FD0948!UTM  16      -   0.99996937  x   0.99960563  =   0.99957502
 FD0948
 FD0948:                Primary Azimuth Mark                     Grid Az
 FD0948:SPC TN       -  ARLINGTON                                023 12 56.6
 FD0948:UTM  16      -  ARLINGTON                                022 37 44.9
 FD0948
 FD0948|---------------------------------------------------------------------|
 FD0948| PID    Reference Object                     Distance      Geod. Az  |
 FD0948|                                                           dddmmss.s |
 FD0948| FD0758 ARLINGTON                           APPROX. 3.0 KM 0222932.6 |
 FD0948| FD0949 SANDY RM 1                           26.664 METERS 15015     |
 FD0948| FD0946 SANDY AZ MK                                        2060030.6 |
 FD0948| FD0947 SANDY RM 2                           25.370 METERS 24033     |
 FD0948|---------------------------------------------------------------------|
 FD0948
 FD0948                          SUPERSEDED SURVEY CONTROL
 FD0948
 FD0948  NAD 83(1995)-  35 29 09.02806(N)    087 14 07.99506(W) AD(       ) 2
 FD0948  NAD 83(1995)-  35 29 09.02814(N)    087 14 07.99515(W) AD(       ) 2
 FD0948  NAD 83(1986)-  35 29 09.03567(N)    087 14 07.99416(W) AD(       ) 2
 FD0948  NAD 27      -  35 29 08.76070(N)    087 14 07.95620(W) AD(       ) 2
 FD0948  NGVD 29 (??/??/92)  222.997  (m)          731.62   (f) ADJ UNCH    2 0
 FD0948
 FD0948.Superseded values are not recommended for survey control.
 FD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0948.See file dsdata.txt to determine how the superseded data were derived.
 FD0948
 FD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7863326949(NAD 83)
 FD0948_MARKER: DD = SURVEY DISK
 FD0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0948_STAMPING: SANDY 1962
 FD0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0948+STABILITY: SURFACE MOTION
 FD0948
 FD0948  HISTORY     - Date     Condition        Report By
 FD0948  HISTORY     - 1962     MONUMENTED       TNHD
 FD0948  HISTORY     - 1963     GOOD             TNHD
 FD0948  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0948
 FD0948                          STATION DESCRIPTION
 FD0948
 FD0948'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0948'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MT PLEASANT AND
 FD0948'JUST EAST OF SANDY HOOK.
 FD0948'
 FD0948'TO REACH THE STATION FROM THE POST OFFICE IN MT PLEASANT, GO
 FD0948'SOUTHERLY ON U S HIGHWAY
 FD0948'43 FOR 4.05 MILES TO THE STATION ON THE LEFT.
 FD0948'
 FD0948'THE STATION IS 137 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0948'43, 88 FEET EAST OF POWER
 FD0948'POLE NO 67 AND 44 FEET NORTHEAST OF A DRIVEWAY.
 FD0948'THE SURFACE AND UNDERGROUND MARKS ARE
 FD0948'STANDARD TENNESSEE HIGHWAY
 FD0948'DEPARTMENT DISKS AND ARE STAMPED SANDY 1962.  THE
 FD0948'UNDERGROUND MARK IS
 FD0948'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0948'10-INCH SQUARE,
 FD0948'FLUSH, CONCRETE MONUMENT.
 FD0948'
 FD0948'REFERENCE MARK NO 1 IS 60 FEET NORTH OF THE NORTHEAST CORNER OF A
 FD0948'HOUSE AND 22 FEET EAST OF
 FD0948'THE APPROXIMATE CENTER OF A DRIVEWAY.  IT IS A STANDARD
 FD0948'TENNESSEE HIGHWAY DEPARTMENT
 FD0948'DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0948'CONCRETE MONUMENT, AND THE DISK IS STAMPED
 FD0948'SANDY RM-1 1962.
 FD0948'
 FD0948'REFERENCE MARK NO 2 IS 57 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0948'HIGHWAY 43, 13
 FD0948'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY AND
 FD0948'4 FEET EAST OF POWER POLE NO 67.
 FD0948'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0948'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0948'CONCRETE MONUMENT,
 FD0948'AND THE DISK IS STAMPED SANDY RM 2 1962.
 FD0948'
 FD0948'THE AZIMUTH MARK IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U
 FD0948'S HIGHWAY 43, 17 FEET
 FD0948'NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 4
 FD0948'FEET SOUTHEAST OF A POWER
 FD0948'POLE.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0948'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0948'FLUSH, CONCRETE MONUMENT,
 FD0948'AND THE DISK IS STAMPED SANDY AZI 1962.
 FD0948'
 FD0948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON U S
 FD0948'HIGHWAY 43 FOR 0.1 MILE TO
 FD0948'THE AZIMUTH MARK ON THE LEFT.
 FD0948'
 FD0948'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 FD0948
 FD0948                          STATION RECOVERY (1963)
 FD0948
 FD0948'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0948'4 MI SE FROM MT PLEASANT.
 FD0948'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY
 FD0948'43 FOR 4.05 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 FD0948'137 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 88 FEET
 FD0948'EAST OF POWER POLE NO. 67 AND 44 FEET NORTHEAST OF THE CENTERLINE
 FD0948'OF A DRIVEWAY.  THE STATION MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0948'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0948'MONUMENT, FLUSH WITH THE GROUND.
 FD0948
 FD0948                          STATION RECOVERY (1983)
 FD0948
 FD0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0948'NOT RECOVERED, POSSIBLY DESTROYED BY LAWN WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0946 ***********************************************************************
 FD0946  DESIGNATION -  SANDY AZ MK
 FD0946  PID         -  FD0946
 FD0946  STATE/COUNTY-  TN/MAURY
 FD0946  USGS QUAD   -  SANDY HOOK (1985)
 FD0946
 FD0946                         *CURRENT SURVEY CONTROL
 FD0946  ___________________________________________________________________
 FD0946* NAD 83(1986)-  35 29 02.     (N)    087 14 11.     (W)     SCALED    
 FD0946* NAVD 88     -       213.885  (meters)     701.72   (feet)  ADJUSTED  
 FD0946  ___________________________________________________________________
 FD0946  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0946  DYNAMIC HT  -         213.689 (meters)     701.08  (feet)  COMP
 FD0946  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 FD0946
 FD0946  VERT ORDER  -  FIRST     CLASS II
 FD0946
 FD0946.The horizontal coordinates were scaled from a topographic map and have
 FD0946.an estimated accuracy of +/- 6 seconds.
 FD0946
 FD0946.The orthometric height was determined by differential leveling
 FD0946.and adjusted by the National Geodetic Survey in June 1991..
 FD0946
 FD0946.The geoid height was determined by GEOID03.
 FD0946
 FD0946.The dynamic height is computed by dividing the NAVD 88
 FD0946.geopotential number by the normal gravity value computed on the
 FD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0946.degrees latitude (g = 980.6199 gals.).
 FD0946
 FD0946.The modeled gravity was interpolated from observed gravity values.
 FD0946
 FD0946;                    North         East    Units  Estimated Accuracy
 FD0946;SPC TN       -   128,360.      487,810.      MT  (+/- 180 meters Scaled)
 FD0946
 FD0946                          SUPERSEDED SURVEY CONTROL
 FD0946
 FD0946  NGVD 29 (??/??/92)  213.864  (m)          701.65   (f) ADJ UNCH    1 2
 FD0946
 FD0946.Superseded values are not recommended for survey control.
 FD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0946.See file dsdata.txt to determine how the superseded data were derived.
 FD0946
 FD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE785267(NAD 83)
 FD0946_MARKER: DD = SURVEY DISK
 FD0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0946_STAMPING: SANDY AZI 1962
 FD0946_MARK LOGO: TNHD  
 FD0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0946+STABILITY: SURFACE MOTION
 FD0946
 FD0946  HISTORY     - Date     Condition        Report By
 FD0946  HISTORY     - 1962     MONUMENTED       TNHD
 FD0946  HISTORY     - 1963     GOOD             TNHD
 FD0946  HISTORY     - 1983     GOOD             NGS
 FD0946
 FD0946                          STATION DESCRIPTION
 FD0946
 FD0946'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0946'4 MI SE FROM MT PLEASANT.
 FD0946'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHERLY ON U.S.
 FD0946'HIGHWAY 43 FOR 4.15 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0946'MARK IS 26 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43,
 FD0946'17 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY AND 4 FEET
 FD0946'SOUTHEAST OF A POWER POLE.  THE MARK IS STANDARD TENNESSEE
 FD0946'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0946'MONUMENT, FLUSH WITH THE GROUND.
 FD0946
 FD0946                          STATION RECOVERY (1983)
 FD0946
 FD0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0946'RECOVERED IN GOOD CONDITION.
 FD0946'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD0946'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0949 ***********************************************************************
 FD0949  DESIGNATION -  SANDY RM 1
 FD0949  PID         -  FD0949
 FD0949  STATE/COUNTY-  TN/MAURY
 FD0949  USGS QUAD   -  SANDY HOOK (1985)
 FD0949
 FD0949                         *CURRENT SURVEY CONTROL
 FD0949  ___________________________________________________________________
 FD0949* NAD 83(1986)-  35 29 09.     (N)    087 14 08.     (W)     SCALED    
 FD0949* NAVD 88     -       224.631  (meters)     736.98   (feet)  ADJUSTED  
 FD0949  ___________________________________________________________________
 FD0949  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0949  DYNAMIC HT  -         224.425 (meters)     736.30  (feet)  COMP
 FD0949  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FD0949
 FD0949  VERT ORDER  -  SECOND    CLASS 0
 FD0949
 FD0949.The horizontal coordinates were scaled from a topographic map and have
 FD0949.an estimated accuracy of +/- 6 seconds.
 FD0949
 FD0949.The orthometric height was determined by differential leveling
 FD0949.and adjusted by the National Geodetic Survey in June 1991..
 FD0949
 FD0949.The geoid height was determined by GEOID03.
 FD0949
 FD0949.The dynamic height is computed by dividing the NAVD 88
 FD0949.geopotential number by the normal gravity value computed on the
 FD0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0949.degrees latitude (g = 980.6199 gals.).
 FD0949
 FD0949.The modeled gravity was interpolated from observed gravity values.
 FD0949
 FD0949;                    North         East    Units  Estimated Accuracy
 FD0949;SPC TN       -   128,580.      487,890.      MT  (+/- 180 meters Scaled)
 FD0949
 FD0949                          SUPERSEDED SURVEY CONTROL
 FD0949
 FD0949  NGVD 29 (??/??/92)  224.609  (m)          736.90   (f) ADJ UNCH    2 0
 FD0949
 FD0949.Superseded values are not recommended for survey control.
 FD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0949.See file dsdata.txt to determine how the superseded data were derived.
 FD0949
 FD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE786269(NAD 83)
 FD0949_MARKER: DD = SURVEY DISK
 FD0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0949_STAMPING: SANDY RM 1 1962
 FD0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0949+STABILITY: SURFACE MOTION
 FD0949
 FD0949  HISTORY     - Date     Condition        Report By
 FD0949  HISTORY     - 1962     MONUMENTED       TNHD
 FD0949  HISTORY     - 1963     GOOD             TNHD
 FD0949  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0949
 FD0949                          STATION DESCRIPTION
 FD0949
 FD0949'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0949'4 MI SE FROM MT PLEASANT.
 FD0949'THIS MARK IS LOCATED AT THE SANDY 1962 STATION SITE, 60 FEET
 FD0949'NORTH OF THE NORTHEAST CORNER OF A HOUSE, 22 FEET EAST OF THE
 FD0949'CENTERLINE OF A DRIVEWAY AND 87 FEET SOUTH OF THE STATION.  THE
 FD0949'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0949'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0949
 FD0949                          STATION RECOVERY (1983)
 FD0949
 FD0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0949'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0011 ***********************************************************************
 FE0011  DESIGNATION -  SANDY RM 2
 FE0011  PID         -  FE0011
 FE0011  STATE/COUNTY-  TN/HENDERSON
 FE0011  USGS QUAD   -  YUMA (1986)
 FE0011
 FE0011                         *CURRENT SURVEY CONTROL
 FE0011  ___________________________________________________________________
 FE0011* NAD 83(1986)-  35 48 34.     (N)    088 18 03.     (W)     SCALED    
 FE0011* NAVD 88     -       169.844  (meters)     557.23   (feet)  ADJUSTED  
 FE0011  ___________________________________________________________________
 FE0011  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0011  DYNAMIC HT  -         169.694 (meters)     556.74  (feet)  COMP
 FE0011  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 FE0011
 FE0011  VERT ORDER  -  SECOND    CLASS 0
 FE0011
 FE0011.The horizontal coordinates were scaled from a topographic map and have
 FE0011.an estimated accuracy of +/- 6 seconds.
 FE0011
 FE0011.The orthometric height was determined by differential leveling
 FE0011.and adjusted by the National Geodetic Survey in June 1991..
 FE0011
 FE0011.The geoid height was determined by GEOID03.
 FE0011
 FE0011.The dynamic height is computed by dividing the NAVD 88
 FE0011.geopotential number by the normal gravity value computed on the
 FE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0011.degrees latitude (g = 980.6199 gals.).
 FE0011
 FE0011.The modeled gravity was interpolated from observed gravity values.
 FE0011
 FE0011;                    North         East    Units  Estimated Accuracy
 FE0011;SPC TN       -   166,220.      392,080.      MT  (+/- 180 meters Scaled)
 FE0011
 FE0011                          SUPERSEDED SURVEY CONTROL
 FE0011
 FE0011  NGVD 29 (??/??/??)  169.865  (m)          557.30   (f) ADJUSTED    2 0
 FE0011
 FE0011.Superseded values are not recommended for survey control.
 FE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0011.See file dsdata.txt to determine how the superseded data were derived.
 FE0011
 FE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824635(NAD 83)
 FE0011_MARKER: DR = REFERENCE MARK DISK
 FE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0011_STAMPING: SANDY NO 2 1959
 FE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0011+STABILITY: SURFACE MOTION
 FE0011
 FE0011  HISTORY     - Date     Condition        Report By
 FE0011  HISTORY     - 1959     MONUMENTED       CGS
 FE0011  HISTORY     - 1975     GOOD             NGS
 FE0011  HISTORY     - 1975     GOOD             NGS
 FE0011
 FE0011                          STATION DESCRIPTION
 FE0011
 FE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0011'7.4 MI SE FROM YUMA.
 FE0011'LOCATED AT THE SANDY 1959 STATION SITE, 5.4 MILES EAST OF THE JUNCTION
 FE0011'OF INTERSTATE HWY 40 AND ST HWY 22, ABOUT 75 FEET SOUTH OF THE SOUTH
 FE0011'ROW FENCE LINE OF HWY 40, 29 FEET NORTHEAST OF A 4 INCH CEDAR TREE,
 FE0011'21 FEET SOUTHEAST OF A 4 INCH CEDAR TREE, 1 FOOT NORTH OF A METAL
 FE0011'WITNESS POST, A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FE0011
 FE0011                          STATION RECOVERY (1975)
 FE0011
 FE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE0011'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS. LOCATED AT THE
 FE0011'SANDY 1959 STATION SITE, 5.4 MILES EAST OF THE JUNCTION OF INTERSTATE
 FE0011'HIGHWAY 40 AND STATE HIGHWAY 22, ABOUT 75 FEET SOUTH OF THE SOUTH
 FE0011'RIGHT-OF-WAY FENCE LINE OF HIGHWAY 40, 29 FEET NORTHEAST OF A 4 INCH
 FE0011'CEDAR TREE, 21 FEET SOUTHEAST OF A 4 INCH CEDAR TREE 1 FOOT NORTH OF
 FE0011'A METAL WITNESS POST, A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 FE0011'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0947 ***********************************************************************
 FD0947  DESIGNATION -  SANDY RM 2
 FD0947  PID         -  FD0947
 FD0947  STATE/COUNTY-  TN/MAURY
 FD0947  USGS QUAD   -  SANDY HOOK (1985)
 FD0947
 FD0947                         *CURRENT SURVEY CONTROL
 FD0947  ___________________________________________________________________
 FD0947* NAD 83(1986)-  35 29 08.     (N)    087 14 08.     (W)     SCALED    
 FD0947* NAVD 88     -       220.054  (meters)     721.96   (feet)  ADJUSTED  
 FD0947  ___________________________________________________________________
 FD0947  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0947  DYNAMIC HT  -         219.852 (meters)     721.30  (feet)  COMP
 FD0947  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FD0947
 FD0947  VERT ORDER  -  FIRST     CLASS II
 FD0947
 FD0947.The horizontal coordinates were scaled from a topographic map and have
 FD0947.an estimated accuracy of +/- 6 seconds.
 FD0947
 FD0947.The orthometric height was determined by differential leveling
 FD0947.and adjusted by the National Geodetic Survey in June 1991..
 FD0947
 FD0947.The geoid height was determined by GEOID03.
 FD0947
 FD0947.The dynamic height is computed by dividing the NAVD 88
 FD0947.geopotential number by the normal gravity value computed on the
 FD0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0947.degrees latitude (g = 980.6199 gals.).
 FD0947
 FD0947.The modeled gravity was interpolated from observed gravity values.
 FD0947
 FD0947;                    North         East    Units  Estimated Accuracy
 FD0947;SPC TN       -   128,550.      487,890.      MT  (+/- 180 meters Scaled)
 FD0947
 FD0947                          SUPERSEDED SURVEY CONTROL
 FD0947
 FD0947  NGVD 29 (??/??/92)  220.032  (m)          721.89   (f) ADJ UNCH    1 2
 FD0947
 FD0947.Superseded values are not recommended for survey control.
 FD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0947.See file dsdata.txt to determine how the superseded data were derived.
 FD0947
 FD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE786269(NAD 83)
 FD0947_MARKER: DD = SURVEY DISK
 FD0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0947_STAMPING: SANDY RM 2 1962
 FD0947_MARK LOGO: TNHD  
 FD0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0947+STABILITY: SURFACE MOTION
 FD0947
 FD0947  HISTORY     - Date     Condition        Report By
 FD0947  HISTORY     - 1962     MONUMENTED       TNHD
 FD0947  HISTORY     - 1963     GOOD             TNHD
 FD0947  HISTORY     - 1983     GOOD             NGS
 FD0947
 FD0947                          STATION DESCRIPTION
 FD0947
 FD0947'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0947'4 MI SE FROM MT PLEASANT.
 FD0947'THIS MARK IS LOCATED AT THE SANDY 1962 STATION SITE, 57 FEET
 FD0947'EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 13 FEET SOUTH OF THE
 FD0947'CENTERLINE OF A DRIVEWAY, 4 FEET EAST OF POWER POLE NO. 67 AND
 FD0947'83 FEET SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD
 FD0947'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0947'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0947
 FD0947                          STATION RECOVERY (1983)
 FD0947
 FD0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0947'RECOVERED IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW,
 FD0947'39.96 METERS (131.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD0947'BRIDGE OVER THE LOUISVILLE AND NASHVILLE RAILROAD.
 FD0947'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0008 ***********************************************************************
 FE0008  DESIGNATION -  SANDY RM 3
 FE0008  PID         -  FE0008
 FE0008  STATE/COUNTY-  TN/HENDERSON
 FE0008  USGS QUAD   -  YUMA (1986)
 FE0008
 FE0008                         *CURRENT SURVEY CONTROL
 FE0008  ___________________________________________________________________
 FE0008* NAD 83(1986)-  35 48 35.     (N)    088 18 02.     (W)     SCALED    
 FE0008* NAVD 88     -       170.37   (+/-2cm)     559.0    (feet)  VERTCON   
 FE0008  ___________________________________________________________________
 FE0008  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0008
 FE0008  VERT ORDER  -  ? (See Below)
 FE0008
 FE0008.The horizontal coordinates were scaled from a topographic map and have
 FE0008.an estimated accuracy of +/- 6 seconds.
 FE0008
 FE0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0008.The vertical order pertains to the NGVD 29 superseded value.
 FE0008
 FE0008.The geoid height was determined by GEOID03.
 FE0008
 FE0008;                    North         East    Units  Estimated Accuracy
 FE0008;SPC TN       -   166,250.      392,110.      MT  (+/- 180 meters Scaled)
 FE0008
 FE0008                          SUPERSEDED SURVEY CONTROL
 FE0008
 FE0008  NGVD 29 (??/??/??)  170.388  (m)          559.01   (f) ADJUSTED    ?  
 FE0008
 FE0008.Superseded values are not recommended for survey control.
 FE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0008.See file dsdata.txt to determine how the superseded data were derived.
 FE0008
 FE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE825636(NAD 83)
 FE0008_MARKER: DR = REFERENCE MARK DISK
 FE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0008_SP_SET: ALUMINUM
 FE0008_STAMPING: SANDY 1959 NO 3 1975
 FE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0008+STABILITY: SURFACE MOTION
 FE0008
 FE0008  HISTORY     - Date     Condition        Report By
 FE0008  HISTORY     - 1975     MONUMENTED       NGS
 FE0008
 FE0008                          STATION DESCRIPTION
 FE0008
 FE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0008'4 MI NE FROM WILDERSVILLE.
 FE0008'LOCATED AT SANDY 1959 STATION SITE, 6 INCHES WEST OF A METAL
 FE0008'WITNESS POST, 6 INCHES SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 FE0008'LINE OF INTERSTATE HIGHWAY 40.  MONUMENT PROJECTS 3 INCHES AND
 FE0008'21.98 FEET NORTHEAST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0009 ***********************************************************************
 FE0009  DESIGNATION -  SANDY RM 4
 FE0009  PID         -  FE0009
 FE0009  STATE/COUNTY-  TN/HENDERSON
 FE0009  USGS QUAD   -  YUMA (1986)
 FE0009
 FE0009                         *CURRENT SURVEY CONTROL
 FE0009  ___________________________________________________________________
 FE0009* NAD 83(1986)-  35 48 35.     (N)    088 18 01.     (W)     SCALED    
 FE0009* NAVD 88     -       170.11   (+/-2cm)     558.1    (feet)  VERTCON   
 FE0009  ___________________________________________________________________
 FE0009  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0009
 FE0009  VERT ORDER  -  ? (See Below)
 FE0009
 FE0009.The horizontal coordinates were scaled from a topographic map and have
 FE0009.an estimated accuracy of +/- 6 seconds.
 FE0009
 FE0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0009.The vertical order pertains to the NGVD 29 superseded value.
 FE0009
 FE0009.The geoid height was determined by GEOID03.
 FE0009
 FE0009;                    North         East    Units  Estimated Accuracy
 FE0009;SPC TN       -   166,250.      392,130.      MT  (+/- 180 meters Scaled)
 FE0009
 FE0009                          SUPERSEDED SURVEY CONTROL
 FE0009
 FE0009  NGVD 29 (??/??/??)  170.133  (m)          558.18   (f) ADJUSTED    ?  
 FE0009
 FE0009.Superseded values are not recommended for survey control.
 FE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0009.See file dsdata.txt to determine how the superseded data were derived.
 FE0009
 FE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE825636(NAD 83)
 FE0009_MARKER: DR = REFERENCE MARK DISK
 FE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0009_SP_SET: ALUMINUM
 FE0009_STAMPING: SANDY 1959 NO 4 1975
 FE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0009+STABILITY: SURFACE MOTION
 FE0009
 FE0009  HISTORY     - Date     Condition        Report By
 FE0009  HISTORY     - 1975     MONUMENTED       NGS
 FE0009
 FE0009                          STATION DESCRIPTION
 FE0009
 FE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0009'4 MI NE FROM WILDERSVILLE.
 FE0009'LOCATED AT SANDY 1959 STATION SITE, 6 INCHES EAST OF A METAL
 FE0009'WITNESS POST, 6 INCHES SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE
 FE0009'OF INTERSTATE HIGHWAY 40, 18.50 FEET WEST OF THE STATION MARK
 FE0009'AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0602 ***********************************************************************
 FD0602  DESIGNATION -  SANFORD
 FD0602  PID         -  FD0602
 FD0602  STATE/COUNTY-  TN/RUTHERFORD
 FD0602  USGS QUAD   -  SMYRNA (1998)
 FD0602
 FD0602                         *CURRENT SURVEY CONTROL
 FD0602  ___________________________________________________________________
 FD0602* NAD 83(1995)-  35 58 54.43348(N)    086 34 58.43193(W)     ADJUSTED  
 FD0602* NAVD 88     -       273.391  (meters)     896.95   (feet)  ADJUSTED  
 FD0602  ___________________________________________________________________
 FD0602  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FD0602  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FD0602  DYNAMIC HT  -         273.155 (meters)     896.18  (feet)  COMP
 FD0602  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FD0602
 FD0602  HORZ ORDER  -  SECOND
 FD0602  VERT ORDER  -  SECOND    CLASS 0
 FD0602
 FD0602.The horizontal coordinates were established by classical geodetic methods
 FD0602.and adjusted by the National Geodetic Survey in April 1999..
 FD0602
 FD0602.The orthometric height was determined by differential leveling
 FD0602.and adjusted by the National Geodetic Survey in June 1991..
 FD0602
 FD0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0602
 FD0602.The geoid height was determined by GEOID03.
 FD0602
 FD0602.The dynamic height is computed by dividing the NAVD 88
 FD0602.geopotential number by the normal gravity value computed on the
 FD0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0602.degrees latitude (g = 980.6199 gals.).
 FD0602
 FD0602.The modeled gravity was interpolated from observed gravity values.
 FD0602
 FD0602;                    North         East     Units Scale Factor Converg.
 FD0602;SPC TN       -   183,051.195   547,434.556   MT  0.99995171   -0 20 28.5
 FD0602;SPC TN       -   600,560.46  1,796,041.54   sFT  0.99995171   -0 20 28.5
 FD0602;UTM  16      - 3,982,008.790   537,601.179   MT  0.99961742   +0 14 42.2
 FD0602
 FD0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0602!SPC TN       -   0.99996163  x   0.99995171  =   0.99991334
 FD0602!UTM  16      -   0.99996163  x   0.99961742  =   0.99957906
 FD0602
 FD0602:                Primary Azimuth Mark                     Grid Az
 FD0602:SPC TN       -  SEWART AIR FORCE BASE TANK               067 34 24.0
 FD0602:UTM  16      -  SEWART AIR FORCE BASE TANK               066 59 13.3
 FD0602
 FD0602|---------------------------------------------------------------------|
 FD0602| PID    Reference Object                     Distance      Geod. Az  |
 FD0602|                                                           dddmmss.s |
 FD0602| GC2213 SEWART AIR FORCE BASE TANK          APPROX. 7.4 KM 0671355.5 |
 FD0602| FD0604 SANFORD RM 1                         14.085 METERS 08839     |
 FD0602| FD1473 SMYRNA NORTHWEST MUNICIPAL TK       APPROX. 5.4 KM 0943044.6 |
 FD0602| FD1474 SMYRNA SOUTHEAST MUNICIPAL TK       APPROX. 6.1 KM 0992858.4 |
 FD0602| FD0605 SANFORD AZ MK                                      1530147.2 |
 FD0602| FD0603 SANFORD RM 2                         14.685 METERS 34302     |
 FD0602|---------------------------------------------------------------------|
 FD0602
 FD0602                          SUPERSEDED SURVEY CONTROL
 FD0602
 FD0602  NAD 83(1995)-  35 58 54.43955(N)    086 34 58.43498(W) AD(       ) 2
 FD0602  NAD 83(1986)-  35 58 54.44450(N)    086 34 58.43379(W) AD(       ) 2
 FD0602  NAD 27      -  35 58 54.21890(N)    086 34 58.44950(W) AD(       ) 2
 FD0602  NGVD 29 (??/??/92)  273.408  (m)          897.01   (f) ADJ UNCH    2 0
 FD0602
 FD0602.Superseded values are not recommended for survey control.
 FD0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0602.See file dsdata.txt to determine how the superseded data were derived.
 FD0602
 FD0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3760182009(NAD 83)
 FD0602_MARKER: DE = TRAVERSE STATION DISK
 FD0602_SETTING: 66 = SET IN ROCK OUTCROP
 FD0602_SP_SET: ROCK OUTCROP
 FD0602_STAMPING: SANFORD 1960
 FD0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0602+STABILITY: POSITION/ELEVATION WELL
 FD0602
 FD0602  HISTORY     - Date     Condition        Report By
 FD0602  HISTORY     - 1960     MONUMENTED       CGS
 FD0602  HISTORY     - 1960     GOOD             CGS
 FD0602
 FD0602                          STATION DESCRIPTION
 FD0602
 FD0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0602'THE STATION IS LOCATED ON THE PROPERTY OF MR JOE A SANFORD, ABOUT 4
 FD0602'MILES WEST OF SMYRNA, ABOUT
 FD0602'2.5 MILES SOUTH OF LA VERGNA, AND ON A PROMINENT
 FD0602'TIMBERED HILL, LOCALLY KNOWN AS
 FD0602'SANFORD KNOB.
 FD0602'
 FD0602'TO REACH THE STATION FROM THE POST OFFICE IN LA VERGNE, GO SOUTHWEST,
 FD0602'ON THE OLD HIGHWAY TOWARD
 FD0602'MURFREESBORO FOR 1.4 MILES TO A SIDE ROAD RIGHT.
 FD0602'TURN RIGHT, ON A HARD SURFACE ROAD
 FD0602'AND GO SOUTHERLY FOR 0.95 MILE TO
 FD0602'THE END OF THE HARD SURFACE ROAD.  PROCEED SOUTHERLY
 FD0602'ON A GRAVELED
 FD0602'ROAD FOR 0.95 MILE TO A WIRE GATE* ON THE RIGHT, JUST BEFORE REACHING
 FD0602'A HOUSE ON THE
 FD0602'LEFT.  TURN RIGHT, PASS THROUGH GATE AND GO NORTHWEST
 FD0602'THROUGH OPEN PASTURE LAND FOR 0.2
 FD0602'MILE, THEN ENTER THE WOODS AND GO
 FD0602'NORTH A SHORT DISTANCE TO THE END OF AN EAST-WEST
 FD0602'RIDGE.  TURN LEFT,
 FD0602'WEST, AND PICK THE BEST ROUTE UP HILL THROUGH WOODS FOR ABOUT 0.3
 FD0602'MILE TO THE
 FD0602'HIGHEST POINT AND THE STATION.
 FD0602'
 FD0602'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, CONTINUE SOUTHERLY ON A
 FD0602'GRAVELED ROAD FOR 0.25 MILE
 FD0602'TO A SHARP CURVE IN THE ROAD TO THE RIGHT, AND A
 FD0602'METAL GATE INTO SANFORD CEMETERY
 FD0602'STRAIGHT AHEAD AND THE AZIMUTH MARK.
 FD0602'
 FD0602'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED SANFORD 1960,
 FD0602'CEMENTED IN A DRILL HOLE IN
 FD0602'OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 12.2 FEET
 FD0602'SOUTHWEST OF A 10-INCH TRIANGULAR
 FD0602'BLAZED TREE WITH A WITNESS SIGN
 FD0602'ATTACHED TO IT.
 FD0602'
 FD0602'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED SANFORK NO 1 1960,
 FD0602'SET IN A CONCRETE
 FD0602'MONUMENT, AND SET FLUSH.  IT IS 6 FEET SOUTHEAST OF A 6-INCH
 FD0602'TRIANGULAR BLAZED TREE.
 FD0602'
 FD0602'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED SANFORD NO 2 1960,
 FD0602'CEMENTED IN A DRILL HOLE IN
 FD0602'OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS ABOUT THE
 FD0602'SAME ELEVATION AS THE STATION
 FD0602'MARK.
 FD0602'
 FD0602'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SANFORD 1960, CEMENTED
 FD0602'IN A DRILL HOLE IN
 FD0602'OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 41 FEET EAST OF
 FD0602'THE CENTER OF A DRIVEWAY
 FD0602'INTO THE CEMETERY, 41 FEET WEST OF A FENCE
 FD0602'CORNER POST, 35 FEET SOUTHEAST OF A GATE
 FD0602'POST, AND 34.3 FEET
 FD0602'SOUTHEAST OF A WITNESS SIGN.
 FD0602'
 FD0602'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 FD0602
 FD0602                          STATION RECOVERY (1960)
 FD0602
 FD0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0602'6.4 MI SE FROM ANTIOCH.
 FD0602'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 FD0602'FOR 0.1 MILE, THEN 6.25 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FD0602'24, THEN GO ABOUT 0.2 MILE SOUTHWEST UP THE SIDE OF A STEEP HILL.
 FD0602'THE STATION MARK IS LOCATED AT THE CREST OF THE HILL, ABOUT 200
 FD0602'FT. ABOVE THE LEVEL OF THE HIGHWAY, 12.2 FT. SOUTHWEST OF A 10-INCH
 FD0602'TRIANGLE BLAZED TREE WITH A WITNESS SIGN ATTACHED TO IT.  THE DISK
 FD0602'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0605 ***********************************************************************
 FD0605  DESIGNATION -  SANFORD AZ MK
 FD0605  PID         -  FD0605
 FD0605  STATE/COUNTY-  TN/RUTHERFORD
 FD0605  USGS QUAD   -  SMYRNA (1998)
 FD0605
 FD0605                         *CURRENT SURVEY CONTROL
 FD0605  ___________________________________________________________________
 FD0605* NAD 83(1986)-  35 58 35.     (N)    086 34 47.     (W)     SCALED    
 FD0605* NAVD 88     -       220.363  (meters)     722.97   (feet)  ADJUSTED  
 FD0605  ___________________________________________________________________
 FD0605  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FD0605  DYNAMIC HT  -         220.173 (meters)     722.35  (feet)  COMP
 FD0605  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 FD0605
 FD0605  VERT ORDER  -  SECOND    CLASS 0
 FD0605
 FD0605.The horizontal coordinates were scaled from a topographic map and have
 FD0605.an estimated accuracy of +/- 6 seconds.
 FD0605
 FD0605.The orthometric height was determined by differential leveling
 FD0605.and adjusted by the National Geodetic Survey in June 1991..
 FD0605
 FD0605.The geoid height was determined by GEOID03.
 FD0605
 FD0605.The dynamic height is computed by dividing the NAVD 88
 FD0605.geopotential number by the normal gravity value computed on the
 FD0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0605.degrees latitude (g = 980.6199 gals.).
 FD0605
 FD0605.The modeled gravity was interpolated from observed gravity values.
 FD0605
 FD0605;                    North         East    Units  Estimated Accuracy
 FD0605;SPC TN       -   182,450.      547,720.      MT  (+/- 180 meters Scaled)
 FD0605
 FD0605                          SUPERSEDED SURVEY CONTROL
 FD0605
 FD0605  NGVD 29 (??/??/92)  220.379  (m)          723.03   (f) ADJ UNCH    2 0
 FD0605
 FD0605.Superseded values are not recommended for survey control.
 FD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0605.See file dsdata.txt to determine how the superseded data were derived.
 FD0605
 FD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE378814(NAD 83)
 FD0605_MARKER: DZ = AZIMUTH MARK DISK
 FD0605_SETTING: 66 = SET IN ROCK OUTCROP
 FD0605_SP_SET: ROCK OUTCROP
 FD0605_STAMPING: SANFORD 1960
 FD0605_MARK LOGO: CGS   
 FD0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0605+STABILITY: POSITION/ELEVATION WELL
 FD0605
 FD0605  HISTORY     - Date     Condition        Report By
 FD0605  HISTORY     - 1960     MONUMENTED       CGS
 FD0605
 FD0605                          STATION DESCRIPTION
 FD0605
 FD0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0605'7 MI SE FROM ANTIOCH.
 FD0605'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0605'ROAD FOR 0.1 MILE, THEN 6.55 MILES SOUTHEAST ON INTERSTATE
 FD0605'HIGHWAY 24, THEN 0.3 MILE SOUTH ON A GRAVELED ROAD TO A SHARP
 FD0605'CURVE IN THE ROAD AND THE SANFORD CEMETERY.  THE AZIMUTH MARK IS
 FD0605'41 FT. EAST OF THE CENTER OF A DRIVEWAY INTO THE CEMETERY, 41 FT.
 FD0605'WEST OF A FENCE CORNER POST, 35 FT. SOUTHEAST OF A GATE POST, AND
 FD0605'34.3 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 FD0605'A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0604 ***********************************************************************
 FD0604  DESIGNATION -  SANFORD RM 1
 FD0604  PID         -  FD0604
 FD0604  STATE/COUNTY-  TN/RUTHERFORD
 FD0604  USGS QUAD   -  SMYRNA (1998)
 FD0604
 FD0604                         *CURRENT SURVEY CONTROL
 FD0604  ___________________________________________________________________
 FD0604* NAD 83(1986)-  35 58 54.     (N)    086 34 58.     (W)     SCALED    
 FD0604* NAVD 88     -       273.074  (meters)     895.91   (feet)  ADJUSTED  
 FD0604  ___________________________________________________________________
 FD0604  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FD0604  DYNAMIC HT  -         272.838 (meters)     895.14  (feet)  COMP
 FD0604  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FD0604
 FD0604  VERT ORDER  -  SECOND    CLASS 0
 FD0604
 FD0604.The horizontal coordinates were scaled from a topographic map and have
 FD0604.an estimated accuracy of +/- 6 seconds.
 FD0604
 FD0604.The orthometric height was determined by differential leveling
 FD0604.and adjusted by the National Geodetic Survey in June 1991..
 FD0604
 FD0604.The geoid height was determined by GEOID03.
 FD0604
 FD0604.The dynamic height is computed by dividing the NAVD 88
 FD0604.geopotential number by the normal gravity value computed on the
 FD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0604.degrees latitude (g = 980.6199 gals.).
 FD0604
 FD0604.The modeled gravity was interpolated from observed gravity values.
 FD0604
 FD0604;                    North         East    Units  Estimated Accuracy
 FD0604;SPC TN       -   183,040.      547,450.      MT  (+/- 180 meters Scaled)
 FD0604
 FD0604                          SUPERSEDED SURVEY CONTROL
 FD0604
 FD0604  NGVD 29 (??/??/92)  273.091  (m)          895.97   (f) ADJ UNCH    2 0
 FD0604
 FD0604.Superseded values are not recommended for survey control.
 FD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0604.See file dsdata.txt to determine how the superseded data were derived.
 FD0604
 FD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE376819(NAD 83)
 FD0604_MARKER: DR = REFERENCE MARK DISK
 FD0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0604_STAMPING: SANFORD NO 1 1960
 FD0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0604+STABILITY: SURFACE MOTION
 FD0604
 FD0604  HISTORY     - Date     Condition        Report By
 FD0604  HISTORY     - 1960     MONUMENTED       CGS
 FD0604
 FD0604                          STATION DESCRIPTION
 FD0604
 FD0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0604'6.4 MI SE FROM ANTIOCH.
 FD0604'THIS MARK IS LOCATED AT THE SANFORD 1960 STATION SITE, 46.2
 FD0604'FT. EAST OF THE STATION MARK, AND 6 FT. SOUTH OF A 6-INCH
 FD0604'TRIANGLE BLAZED TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0604'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0603 ***********************************************************************
 FD0603  DESIGNATION -  SANFORD RM 2
 FD0603  PID         -  FD0603
 FD0603  STATE/COUNTY-  TN/RUTHERFORD
 FD0603  USGS QUAD   -  SMYRNA (1998)
 FD0603
 FD0603                         *CURRENT SURVEY CONTROL
 FD0603  ___________________________________________________________________
 FD0603* NAD 83(1986)-  35 58 54.     (N)    086 34 58.     (W)     SCALED    
 FD0603* NAVD 88     -       273.388  (meters)     896.94   (feet)  ADJUSTED  
 FD0603  ___________________________________________________________________
 FD0603  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FD0603  DYNAMIC HT  -         273.152 (meters)     896.17  (feet)  COMP
 FD0603  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FD0603
 FD0603  VERT ORDER  -  SECOND    CLASS 0
 FD0603
 FD0603.The horizontal coordinates were scaled from a topographic map and have
 FD0603.an estimated accuracy of +/- 6 seconds.
 FD0603
 FD0603.The orthometric height was determined by differential leveling
 FD0603.and adjusted by the National Geodetic Survey in June 1991..
 FD0603
 FD0603.The geoid height was determined by GEOID03.
 FD0603
 FD0603.The dynamic height is computed by dividing the NAVD 88
 FD0603.geopotential number by the normal gravity value computed on the
 FD0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0603.degrees latitude (g = 980.6199 gals.).
 FD0603
 FD0603.The modeled gravity was interpolated from observed gravity values.
 FD0603
 FD0603;                    North         East    Units  Estimated Accuracy
 FD0603;SPC TN       -   183,040.      547,450.      MT  (+/- 180 meters Scaled)
 FD0603
 FD0603                          SUPERSEDED SURVEY CONTROL
 FD0603
 FD0603  NGVD 29 (??/??/92)  273.405  (m)          897.00   (f) ADJ UNCH    2 0
 FD0603
 FD0603.Superseded values are not recommended for survey control.
 FD0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0603.See file dsdata.txt to determine how the superseded data were derived.
 FD0603
 FD0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE376819(NAD 83)
 FD0603_MARKER: DR = REFERENCE MARK DISK
 FD0603_SETTING: 66 = SET IN ROCK OUTCROP
 FD0603_SP_SET: ROCK OUTCROP
 FD0603_STAMPING: SANFORD NO 2 1960
 FD0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0603+STABILITY: POSITION/ELEVATION WELL
 FD0603
 FD0603  HISTORY     - Date     Condition        Report By
 FD0603  HISTORY     - 1960     MONUMENTED       CGS
 FD0603
 FD0603                          STATION DESCRIPTION
 FD0603
 FD0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0603'6.4 MI SE FROM ANTIOCH.
 FD0603'THIS MARK IS LOCATED AT THE SANFORD 1960 STATION SITE, 48.2
 FD0603'FT. NORTH OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0603'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2445 ***********************************************************************
 GC2445  DESIGNATION -  SANGO RESET
 GC2445  PID         -  GC2445
 GC2445  STATE/COUNTY-  TN/MONTGOMERY
 GC2445  USGS QUAD   -  SANGO (1984)
 GC2445
 GC2445                         *CURRENT SURVEY CONTROL
 GC2445  ___________________________________________________________________
 GC2445* NAD 83(1995)-  36 30 23.97845(N)    087 13 12.32292(W)     ADJUSTED  
 GC2445* NAVD 88     -       197.7    (meters)     649.     (feet)  VERTCON   
 GC2445  ___________________________________________________________________
 GC2445  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 GC2445  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2445
 GC2445  HORZ ORDER  -  SECOND
 GC2445
 GC2445.The horizontal coordinates were established by classical geodetic methods
 GC2445.and adjusted by the National Geodetic Survey in April 1999..
 GC2445
 GC2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2445
 GC2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2445
 GC2445.The geoid height was determined by GEOID03.
 GC2445
 GC2445;                    North         East     Units Scale Factor Converg.
 GC2445;SPC TN       -   241,816.481   490,701.135   MT  1.00001720   -0 42 51.4
 GC2445;SPC TN       -   793,359.57  1,609,908.64   sFT  1.00001720   -0 42 51.4
 GC2445;UTM  16      - 4,040,169.431   480,291.483   MT  0.99960479   -0 07 51.4
 GC2445
 GC2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2445!SPC TN       -   0.99997360  x   1.00001720  =   0.99999080
 GC2445!UTM  16      -   0.99997360  x   0.99960479  =   0.99957840
 GC2445
 GC2445:                Primary Azimuth Mark                     Grid Az
 GC2445:SPC TN       -  GUTHRIE MUNICIPAL TANK                   019 07 02.5
 GC2445:UTM  16      -  GUTHRIE MUNICIPAL TANK                   018 32 02.5
 GC2445
 GC2445|---------------------------------------------------------------------|
 GC2445| PID    Reference Object                     Distance      Geod. Az  |
 GC2445|                                                           dddmmss.s |
 GC2445| GC2446 GUTHRIE MUNICIPAL TANK              APPROX.17.0 KM 0182411.1 |
 GC2445| GC2447 GUTHRIE TIE PLANT SMOKESTACK        APPROX.16.6 KM 0185240.6 |
 GC2445| CG7421 SANGO AZ MK 2                                      1001241.4 |
 GC2445| CG7424 SANGO RM 2                           64.935 METERS 10123     |
 GC2445| CG7422 SANGO AZ MK RESET                                  1735251.3 |
 GC2445| CG7425 SANGO RM 3                           26.771 METERS 21426     |
 GC2445| CG7423 SANGO RM 1                           92.318 METERS 35644     |
 GC2445|---------------------------------------------------------------------|
 GC2445
 GC2445                          SUPERSEDED SURVEY CONTROL
 GC2445
 GC2445  NAD 83(1995)-  36 30 23.97926(N)    087 13 12.32422(W) AD(       ) 2
 GC2445  NAD 83(1995)-  36 30 23.98362(N)    087 13 12.32670(W) AD(       ) 2
 GC2445  NAD 83(1986)-  36 30 23.98790(N)    087 13 12.32635(W) AD(       ) 2
 GC2445  NAD 27      -  36 30 23.81500(N)    087 13 12.30600(W) AD(       ) 2
 GC2445  NGVD 29 (07/19/86)  197.8    (m)          649.     (f) VERT ANG       
 GC2445
 GC2445.Superseded values are not recommended for survey control.
 GC2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2445.See file dsdata.txt to determine how the superseded data were derived.
 GC2445
 GC2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8029140169(NAD 83)
 GC2445_MARKER: DS = TRIANGULATION STATION DISK
 GC2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2445
 GC2445  HISTORY     - Date     Condition        Report By
 GC2445  HISTORY     - 1934     MONUMENTED       CGS
 GC2445  HISTORY     - 1953     GOOD             CGS
 GC2445  HISTORY     - 1965     GOOD             TNHD
 GC2445
 GC2445                          STATION DESCRIPTION
 GC2445
 GC2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2445'ABOUT 7.75 MILES EAST-SOUTHEAST OF CLARKSVILLE, AT SMALL SETTLEMENT
 GC2445'OF SANGO, ON SUMMIT OF SLIGHT RISE OF GROUND, 120 YARDS NORTHEAST
 GC2445'OF SANGO SCHOOL, IN REAR OF SMALL STORE, 64.5 FEET NORTHWEST OF
 GC2445'CENTER LINE OF ROAD, AND 34.7 FEET EAST OF NORTHEAST CORNER OF
 GC2445'STORE.  TO REACH FROM CLARKSVILLE, FOLLOW U.S. ROUTE 41W EAST 7.4
 GC2445'MILES, TURN RIGHT ONTO GRAVEL ROAD AND GO 0.9 MILE, TURN RIGHT
 GC2445'ONTO GRAVEL ROAD AND CONTINUE 0.9 MILE TO STATION.  SURFACE AND
 GC2445'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2445'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2445'IN CONCRETE.  NO. 1 IS ON EAST-WEST FENCE LINE OF PASTURE,
 GC2445'15 FEET EAST OF FENCE CORNER, AND 303.01 FEET FROM STATION.
 GC2445'NO. 2 IS ALONG FENCE LINE, 20 FEET NORTHWEST
 GC2445'OF FENCE CORNER, AND 213.14 FEET (SLOPE DISTANCE) FROM STATION.
 GC2445'AZIMUTH MARK IS AT NORTHEAST CORNER OF SANGO
 GC2445'CEMETERY, ACROSS ROAD FROM STATION, NORTH OF SANGO SCHOOL, IN
 GC2445'SOUTHWEST CORNER OF PLOWED FIELD, AND 100 YARDS FROM STATION.
 GC2445
 GC2445                          STATION RECOVERY (1953)
 GC2445
 GC2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2445'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK AND REFERENCE MARKS
 GC2445'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 GC2445'BUT COULD NOT BE FOUND AND A NEW ONE WAS SET BY THIS PARTY.  DISTANCE
 GC2445'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE OLD DESCRIPTION
 GC2445'IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.
 GC2445'
 GC2445'THE STATION IS ON PROPERTY OWNED BY MR. TROY HALLIBURTON.
 GC2445'
 GC2445'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 25 FEET
 GC2445'NORTH OF THE CENTER OF A PAVED ROAD, 12 FEET EAST OF THE CENTER
 GC2445'OF A DRIVEWAY, 7 FEET NORTH OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 GC2445'POWER LINE POLE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND
 GC2445'THE DISK IS STAMPED SANGO 1934 RESET 1953.
 GC2445'
 GC2445'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC2445'STATE HIGHWAYS 76 AND 12, 3 MILES EAST OF CLARKSVILLE, GO
 GC2445'EAST ON HIGHWAY 41A FOR 5.1 MILE TO A PAVED CROSSROAD.  TURN LEFT AND
 GC2445'GO NORTH ON PAVED ROAD FOR 0.7 MILE TO A PAVED CROSSROAD, TURN
 GC2445'RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 GC2445'DESCRIBED.  CONTINUE EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 GC2445'LEFT AS DESCRIBED.
 GC2445'
 GC2445'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2445
 GC2445                          STATION RECOVERY (1965)
 GC2445
 GC2445'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC2445'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 GC2445'IN GOOD CONDITION AS DESCRIBED. THE STATION SURFACE MARK HAD BEEN
 GC2445'DISTURBED AND A NEW SURFACE MARK WAS ESTABLISHED BY THIS PARTY
 GC2445'DIRECTLY OVER THE ORIGINAL UNDERGROUND MARK.  THE AZIMUTH MARK
 GC2445'ESTABLISHED IN 1953 IS NO LONGER VISIBLE AND A NEW AZIMUTH MARK WAS
 GC2445'ESTABLISHED BY THIS PARTY.  DISCREPANCIES WERE NOTED IN THE 1953
 GC2445'MEASUREMENTS.
 GC2445'
 GC2445'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 GC2445'
 GC2445'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF CLARKSVILLE IN THE
 GC2445'SMALL COMMUNITY OF SANGO.
 GC2445'
 GC2445'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSVILLE, GO EASTERLY
 GC2445'ON U. S. HIGHWAY 41A AND STATE ROUTE 76 FOR 2.65 MILES TO A POINT
 GC2445'WHERE STATE ROUTE 76 TURNS LEFT AND U. S. HIGHWAY 41A CONTINUES
 GC2445'STRAIGHT AHEAD.  CONTINUE STRAIGHT, EASTERLY, ON U. S. HIGHWAY
 GC2445'41A FOR 4.8 MILES TO A CROSSROAD AND A SIGN, (SANGO COMMUNITY
 GC2445'CHURCHES), ON THE LEFT.  TURN LEFT, NORTH, AND GO 0.65 MILE ON A
 GC2445'PAVED ROAD TO A GRAVELED DRIVE ON THE RIGHT AT ROBERT S. ROBINSONS
 GC2445'MAIL BOX, *CONTINUE STRAIGHT, NORTHERLY, ON THE PAVED ROAD
 GC2445'FOR 0.3 MILE TO A CROSSROAD AND BETHEL CUMBERLAND PRESBYTERIAN CHURCH
 GC2445'STRAIGHT AHEAD AND A CEMETERY ON THE RIGHT.  TURN RIGHT, ON A PAVED
 GC2445'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2445'
 GC2445'THE STATION IS 62 FEET SOUTH OF A FENCE LINE, 60 FEET NORTH OF THE
 GC2445'APPROXIMATE CENTER OF THE PAVED ROAD AND 34 FEET SOUTHEAST OF
 GC2445'THE NORTHEAST CORNER OF A BUILDING (STORE).  THE SURFACE AND
 GC2445'UNDERGROUND MARKS ARE STANDARD U.S.C AND G.S.  TRIANGULATION STATION
 GC2445'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, ROUND,
 GC2445'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SANGO 1934 1965.
 GC2445'THE UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE SURFACE AND THE
 GC2445'DISK IS STAMPED SANGO 1934.
 GC2445'
 GC2445'REFERENCE MARK NO. 1 IS 16 FEET EAST OF A FENCE CORNER AND 1 FOOT
 GC2445'SOUTH OF A FENCE.  THE MARK IS A STANDARD U.S.C AND G.S REFERENCE
 GC2445'MARK DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2445'PROJECTING 6 INCHES AND THE DISK IS STAMPED SANGO NO 1 1934.
 GC2445'
 GC2445'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF A FENCE CORNER, 3 FEET
 GC2445'SOUTHWEST OF TWO PERSIMMON TREES AND 1 FOOT WEST OF A FENCE.  THE
 GC2445'MARK IS A STANDARD U.S.C AND G.S REFERENCE MARK DISK SET IN THE TOP
 GC2445'OF A 10-INCH ROUND, CONCRETE MONUMENT PROJECTING 10 INCHES AND THE
 GC2445'DISK IS STAMPED SANGO NO II 1934.
 GC2445'
 GC2445'REFERENCE MARK NO. 3 IS 17 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2445'THE PAVED ROAD, 6 FEET NORTH OF MARY WALLS HEADSTONE AND 3.3 FEET
 GC2445'WEST OF THE EAST END OF A WALL.  THE MARK IS A STANDARD U.S.C AND G.S
 GC2445'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN THE EAST
 GC2445'HEADWALL OF THE ENTRANCE TO THE CEMETERY AND THE DISK IS STAMPED
 GC2445'SANGO NO 3 1934 1965.
 GC2445'
 GC2445'THE AZIMUTH MARK IS 35 FEET NORTHEAST OF A 24-INCH MAPLE TREE, 9 FEET
 GC2445'NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD LEADING TO A BARN
 GC2445'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC2445'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2445'CONCRETE MONUMENT AND THE DISK IS STAMPED SANGO 1934 RESET 1953 RESET
 GC2445'1965.
 GC2445'
 GC2445'TO REACH THE AZIMUTH MARK, *TURN RIGHT ON THE GRAVELED DRIVE AND GO
 GC2445'EASTERLY FOR 0.1 MILE TO THE HOME OF ROBERT S.  ROBINSON AND THE
 GC2445'MARK ABOUT 37 PACES EAST.
 GC2445'
 GC2445'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2445'
 GC2445'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0763 ***********************************************************************
 GC0763  DESIGNATION -  SAUNDERS
 GC0763  PID         -  GC0763
 GC0763  STATE/COUNTY-  TN/SUMNER
 GC0763  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0763
 GC0763                         *CURRENT SURVEY CONTROL
 GC0763  ___________________________________________________________________
 GC0763* NAD 83(1995)-  36 19 44.42823(N)    086 33 24.89214(W)     ADJUSTED  
 GC0763* NAVD 88     -       181.459  (meters)     595.34   (feet)  ADJUSTED  
 GC0763  ___________________________________________________________________
 GC0763  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GC0763  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0763  DYNAMIC HT  -         181.307 (meters)     594.84  (feet)  COMP
 GC0763  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC0763
 GC0763  HORZ ORDER  -  SECOND
 GC0763  VERT ORDER  -  SECOND    CLASS 0
 GC0763
 GC0763.The horizontal coordinates were established by classical geodetic methods
 GC0763.and adjusted by the National Geodetic Survey in April 1999..
 GC0763
 GC0763.The orthometric height was determined by differential leveling
 GC0763.and adjusted by the National Geodetic Survey in June 1991..
 GC0763
 GC0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0763
 GC0763.The geoid height was determined by GEOID03.
 GC0763
 GC0763.The dynamic height is computed by dividing the NAVD 88
 GC0763.geopotential number by the normal gravity value computed on the
 GC0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0763.degrees latitude (g = 980.6199 gals.).
 GC0763
 GC0763.The modeled gravity was interpolated from observed gravity values.
 GC0763
 GC0763;                    North         East     Units Scale Factor Converg.
 GC0763;SPC TN       -   221,563.872   549,996.925   MT  0.99998563   -0 19 33.7
 GC0763;SPC TN       -   726,914.14  1,804,448.24   sFT  0.99998563   -0 19 33.7
 GC0763;UTM  16      - 4,020,532.333   539,767.830   MT  0.99961948   +0 15 45.0
 GC0763
 GC0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0763!SPC TN       -   0.99997614  x   0.99998563  =   0.99996177
 GC0763!UTM  16      -   0.99997614  x   0.99961948  =   0.99959563
 GC0763
 GC0763:                Primary Azimuth Mark                     Grid Az
 GC0763:SPC TN       -  SAUNDERS AZ MK                           068 03 12.7
 GC0763:UTM  16      -  SAUNDERS AZ MK                           067 27 54.0
 GC0763
 GC0763|---------------------------------------------------------------------|
 GC0763| PID    Reference Object                     Distance      Geod. Az  |
 GC0763|                                                           dddmmss.s |
 GC0763| GC0762 SAUNDERS AZ MK                                     0674339.0 |
 GC0763| GC0761 SAUNDERS RM 1                        21.696 METERS 06850     |
 GC0763| GC0764 SAUNDERS RM 2                        25.716 METERS 24401     |
 GC0763|---------------------------------------------------------------------|
 GC0763
 GC0763                          SUPERSEDED SURVEY CONTROL
 GC0763
 GC0763  NAD 83(1995)-  36 19 44.42962(N)    086 33 24.89378(W) AD(       ) 2
 GC0763  NAD 83(1995)-  36 19 44.43452(N)    086 33 24.89406(W) AD(       ) 2
 GC0763  NAD 83(1986)-  36 19 44.43862(N)    086 33 24.89405(W) AD(       ) 2
 GC0763  NAD 27      -  36 19 44.26040(N)    086 33 24.91930(W) AD(       ) 2
 GC0763  NGVD 29 (??/??/92)  181.524  (m)          595.55   (f) ADJ UNCH    2 0
 GC0763
 GC0763.Superseded values are not recommended for survey control.
 GC0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0763.See file dsdata.txt to determine how the superseded data were derived.
 GC0763
 GC0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3976820532(NAD 83)
 GC0763_MARKER: DD = SURVEY DISK
 GC0763_SETTING: 66 = SET IN ROCK OUTCROP
 GC0763_SP_SET: BEDROCK
 GC0763_STAMPING: SAUNDERS 1961
 GC0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0763+STABILITY: POSITION/ELEVATION WELL
 GC0763
 GC0763  HISTORY     - Date     Condition        Report By
 GC0763  HISTORY     - 1961     MONUMENTED       TNHD
 GC0763  HISTORY     - 1961     GOOD             TNHD
 GC0763  HISTORY     - 1972     GOOD             LOCENG
 GC0763
 GC0763                          STATION DESCRIPTION
 GC0763
 GC0763'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0763'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF HENDERSONVILLE.
 GC0763'
 GC0763'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO
 GC0763'NORTHEAST ON U.S. HIGHWAY 31E FOR 3.9 MILES TO A DRIVEWAY ON
 GC0763'THE RIGHT, TURN RIGHT AND GO ABOUT 300 FEET TO THE STATION ON THE
 GC0763'LEFT AS DESCRIBED.
 GC0763'
 GC0763'THE STATION IS LOCATED ON TOP OF THE SOUTHEAST BANK OF A HIGHWAY CUT,
 GC0763'32 FEET NORTHEAST OF A WITNESS POST, 31 FEET NORTHWEST OF A
 GC0763'FENCE, AND 16 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.
 GC0763'THE DISK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GC0763'IN A DRILLED HOLE IN BEDROCK ABOUT 10 INCHES BELOW THE SURFACE OF THE
 GC0763'GROUND AND THE DISK IS STAMPED SAUNDERS 1961.  NO UNDERGROUND MARK
 GC0763'WAS ESTABLISHED.
 GC0763'
 GC0763'REFERENCE MARK NO. 1 IS 28 FEET NORTHWEST OF A FENCE AND 14 FEET
 GC0763'NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.  THE MARK IS A
 GC0763'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0763'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED SAUNDERS RM-1
 GC0763'1961.
 GC0763'
 GC0763'REFERENCE MARK NO. 2 IS 27 FEET NORTHWEST OF A POWER POLE, 26 FEET
 GC0763'EAST OF A TWIN-TRUNKED CATALPA TREE AND 14 FEET NORTHWEST OF
 GC0763'THE APPROXIMATE CENTER OF A DRIVEWAY.  THE MARK IS A STANDARD
 GC0763'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0763'CONCRETE MONUMENT, AND THE DISK IS STAMPED SAUNDERS RM-2 1961.
 GC0763'
 GC0763'THE AZIMUTH MARK IS 62 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC0763'U.S. HIGHWAY 31E, 46 FEET EAST OF A T-FENCE CORNER POST AND 3.2
 GC0763'FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0763'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0763'CONCRETE MONUMENT, AND THE DISK IS STAMPED SAUNDERS AZI 1961.
 GC0763'
 GC0763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 GC0763'HIGHWAY 31E FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC0763'
 GC0763'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 GC0763
 GC0763                          STATION RECOVERY (1961)
 GC0763
 GC0763'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 GC0763'4 MI NE FROM HENDERSONVILLE.
 GC0763'FROM THE POST OFFICE IN HENDERSONVILLE, GO NORTHEAST ON U.S.
 GC0763'HIGHWAY 31E, FOR 3.9 MILES TO A DRIVEWAY ON THE RIGHT.  TURN
 GC0763'RIGHT AND GO ABOUT 300 FEET TO THE STATION ON THE LEFT.  THE
 GC0763'MARK IS 16 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 GC0763'31 FEET NORTHWEST OF A FENCE, AND 32 FEET NORTHEAST OF A
 GC0763'WITNESS POST.  THE DISK IS CEMENTED IN A DRILLED HOLE IN
 GC0763'BEDROCK ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0763
 GC0763                          STATION RECOVERY (1972)
 GC0763
 GC0763'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GC0763'SAUNDERS 1961 RECOVERED IN GOOD CONDITION.
 GC0763'AZIMUTH MARK 1961 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0762 ***********************************************************************
 GC0762  DESIGNATION -  SAUNDERS AZ MK
 GC0762  PID         -  GC0762
 GC0762  STATE/COUNTY-  TN/SUMNER
 GC0762  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0762
 GC0762                         *CURRENT SURVEY CONTROL
 GC0762  ___________________________________________________________________
 GC0762* NAD 83(1986)-  36 19 51.     (N)    086 33 03.     (W)     SCALED    
 GC0762* NAVD 88     -       174.919  (meters)     573.88   (feet)  ADJUSTED  
 GC0762  ___________________________________________________________________
 GC0762  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0762  DYNAMIC HT  -         174.773 (meters)     573.40  (feet)  COMP
 GC0762  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 GC0762
 GC0762  VERT ORDER  -  SECOND    CLASS 0
 GC0762
 GC0762.The horizontal coordinates were scaled from a topographic map and have
 GC0762.an estimated accuracy of +/- 6 seconds.
 GC0762
 GC0762.The orthometric height was determined by differential leveling
 GC0762.and adjusted by the National Geodetic Survey in June 1991..
 GC0762
 GC0762.The geoid height was determined by GEOID03.
 GC0762
 GC0762.The dynamic height is computed by dividing the NAVD 88
 GC0762.geopotential number by the normal gravity value computed on the
 GC0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0762.degrees latitude (g = 980.6199 gals.).
 GC0762
 GC0762.The modeled gravity was interpolated from observed gravity values.
 GC0762
 GC0762;                    North         East    Units  Estimated Accuracy
 GC0762;SPC TN       -   221,760.      550,540.      MT  (+/- 180 meters Scaled)
 GC0762
 GC0762                          SUPERSEDED SURVEY CONTROL
 GC0762
 GC0762  NGVD 29 (??/??/??)  175.01   (m)          574.2    (f) RESET       3  
 GC0762
 GC0762.Superseded values are not recommended for survey control.
 GC0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0762.See file dsdata.txt to determine how the superseded data were derived.
 GC0762
 GC0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF403207(NAD 83)
 GC0762_MARKER: DD = SURVEY DISK
 GC0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0762_STAMPING: SAUNDERS AZI 1961
 GC0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0762+STABILITY: SURFACE MOTION
 GC0762
 GC0762  HISTORY     - Date     Condition        Report By
 GC0762  HISTORY     - 1961     MONUMENTED       TNHD
 GC0762  HISTORY     - 1961     GOOD             TNHD
 GC0762  HISTORY     - 1980     GOOD             LOCENG
 GC0762
 GC0762                          STATION DESCRIPTION
 GC0762
 GC0762'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0762'THE AZIMUTH MARK IS 62 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC0762'U.S. HIGHWAY 31E, 46 FEET EAST OF A T-FENCE CORNER POST AND 3.2
 GC0762'FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0762'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0762'CONCRETE MONUMENT, AND THE DISK IS STAMPED SAUNDERS AZI 1961.
 GC0762
 GC0762                          STATION RECOVERY (1961)
 GC0762
 GC0762'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 GC0762'4.4 MI NE FROM HENDERSONVILLE.
 GC0762'FROM THE POST OFFICE IN HENDERSONVILLE, GO NORTHEAST ON U.S.
 GC0762'HIGHWAY 31E FOR 4.4 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 GC0762'LOCATED 62 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E,
 GC0762'46 FEET EAST OF A T-FENCE CORNER POST, AND 3.2 FEET NORTHWEST
 GC0762'OF A WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH
 GC0762'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0762
 GC0762                          STATION RECOVERY (1980)
 GC0762
 GC0762'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DW)
 GC0762'SAUNDERS AZI 1961 RECOVERED IN EXCELLENT CONDITION.
 GC0762'
 GC0762'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI + OR - NORTH OF
 GC0762'HENDERSONVILLE, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0761 ***********************************************************************
 GC0761  DESIGNATION -  SAUNDERS RM 1
 GC0761  PID         -  GC0761
 GC0761  STATE/COUNTY-  TN/SUMNER
 GC0761  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0761
 GC0761                         *CURRENT SURVEY CONTROL
 GC0761  ___________________________________________________________________
 GC0761* NAD 83(1986)-  36 19 44.     (N)    086 33 25.     (W)     SCALED    
 GC0761* NAVD 88     -       180.805  (meters)     593.19   (feet)  ADJUSTED  
 GC0761  ___________________________________________________________________
 GC0761  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0761  DYNAMIC HT  -         180.654 (meters)     592.70  (feet)  COMP
 GC0761  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC0761
 GC0761  VERT ORDER  -  SECOND    CLASS 0
 GC0761
 GC0761.The horizontal coordinates were scaled from a topographic map and have
 GC0761.an estimated accuracy of +/- 6 seconds.
 GC0761
 GC0761.The orthometric height was determined by differential leveling
 GC0761.and adjusted by the National Geodetic Survey in June 1991..
 GC0761
 GC0761.The geoid height was determined by GEOID03.
 GC0761
 GC0761.The dynamic height is computed by dividing the NAVD 88
 GC0761.geopotential number by the normal gravity value computed on the
 GC0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0761.degrees latitude (g = 980.6199 gals.).
 GC0761
 GC0761.The modeled gravity was interpolated from observed gravity values.
 GC0761
 GC0761;                    North         East    Units  Estimated Accuracy
 GC0761;SPC TN       -   221,550.      549,990.      MT  (+/- 180 meters Scaled)
 GC0761
 GC0761                          SUPERSEDED SURVEY CONTROL
 GC0761
 GC0761  NGVD 29 (??/??/92)  180.871  (m)          593.41   (f) ADJ UNCH    2 0
 GC0761
 GC0761.Superseded values are not recommended for survey control.
 GC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0761.See file dsdata.txt to determine how the superseded data were derived.
 GC0761
 GC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF397205(NAD 83)
 GC0761_MARKER: DD = SURVEY DISK
 GC0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0761_STAMPING: SAUNDERS RM-1 1961
 GC0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0761+STABILITY: SURFACE MOTION
 GC0761
 GC0761  HISTORY     - Date     Condition        Report By
 GC0761  HISTORY     - 1961     MONUMENTED       TNHD
 GC0761
 GC0761                          STATION DESCRIPTION
 GC0761
 GC0761'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0761'4 MI NE FROM HENDERSONVILLE.
 GC0761'THIS MARK IS LOCATED AT THE SAUNDERS 1961 STATION SITE, 28 FEET
 GC0761'NORTHWEST OF A FENCE, 14 FEET NORTHWEST OF THE CENTERLINE OF A
 GC0761'DRIVEWAY, AND 71 FEET NORTHEAST OF THE STATION.  THE MARK IS
 GC0761'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0761'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0764 ***********************************************************************
 GC0764  DESIGNATION -  SAUNDERS RM 2
 GC0764  PID         -  GC0764
 GC0764  STATE/COUNTY-  TN/SUMNER
 GC0764  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0764
 GC0764                         *CURRENT SURVEY CONTROL
 GC0764  ___________________________________________________________________
 GC0764* NAD 83(1986)-  36 19 44.     (N)    086 33 25.     (W)     SCALED    
 GC0764* NAVD 88     -       182.903  (meters)     600.07   (feet)  ADJUSTED  
 GC0764  ___________________________________________________________________
 GC0764  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0764  DYNAMIC HT  -         182.750 (meters)     599.57  (feet)  COMP
 GC0764  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC0764
 GC0764  VERT ORDER  -  SECOND    CLASS 0
 GC0764
 GC0764.The horizontal coordinates were scaled from a topographic map and have
 GC0764.an estimated accuracy of +/- 6 seconds.
 GC0764
 GC0764.The orthometric height was determined by differential leveling
 GC0764.and adjusted by the National Geodetic Survey in June 1991..
 GC0764
 GC0764.The geoid height was determined by GEOID03.
 GC0764
 GC0764.The dynamic height is computed by dividing the NAVD 88
 GC0764.geopotential number by the normal gravity value computed on the
 GC0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0764.degrees latitude (g = 980.6199 gals.).
 GC0764
 GC0764.The modeled gravity was interpolated from observed gravity values.
 GC0764
 GC0764;                    North         East    Units  Estimated Accuracy
 GC0764;SPC TN       -   221,550.      549,990.      MT  (+/- 180 meters Scaled)
 GC0764
 GC0764                          SUPERSEDED SURVEY CONTROL
 GC0764
 GC0764  NGVD 29 (??/??/92)  182.968  (m)          600.29   (f) ADJ UNCH    2 0
 GC0764
 GC0764.Superseded values are not recommended for survey control.
 GC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0764.See file dsdata.txt to determine how the superseded data were derived.
 GC0764
 GC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF397205(NAD 83)
 GC0764_MARKER: DD = SURVEY DISK
 GC0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0764_STAMPING: SAUNDERS RM-2 1961
 GC0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0764+STABILITY: SURFACE MOTION
 GC0764
 GC0764  HISTORY     - Date     Condition        Report By
 GC0764  HISTORY     - 1961     MONUMENTED       TNHD
 GC0764
 GC0764                          STATION DESCRIPTION
 GC0764
 GC0764'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0764'4 MI NE FROM HENDERSONVILLE.
 GC0764'THIS MARK IS LOCATED AT THE SAUNDERS 1961 STATION SITE, 27
 GC0764'FEET NORTHWEST OF A POWER POLE, 26 FEET EAST OF A TWIN-TRUNKED
 GC0764'CATALPA TREE, 14 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY,
 GC0764'AND 84.4 FEET SOUTHWEST OF THE STATION.  THE MARK IS SET IN TOP
 GC0764'OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2256 ***********************************************************************
 FE2256  DESIGNATION -  SAVANNAH COUNTY CTHSE CUPOLA
 FE2256  PID         -  FE2256
 FE2256  STATE/COUNTY-  TN/HARDIN
 FE2256  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE2256
 FE2256                         *CURRENT SURVEY CONTROL
 FE2256  ___________________________________________________________________
 FE2256* NAD 83(1995)-  35 13 29.29007(N)    088 15 01.72751(W)     ADJUSTED  
 FE2256* NAVD 88     -                                                        
 FE2256  ___________________________________________________________________
 FE2256  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FE2256  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2256
 FE2256  HORZ ORDER  -  THIRD
 FE2256
 FE2256.The horizontal coordinates were established by classical geodetic methods
 FE2256.and adjusted by the National Geodetic Survey in April 1999..
 FE2256
 FE2256
 FE2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2256
 FE2256.The geoid height was determined by GEOID03.
 FE2256
 FE2256;                    North         East     Units Scale Factor Converg.
 FE2256;SPC TN       -   101,264.543   395,138.390   MT  1.00000454   -1 19 03.1
 FE2256;SPC TN       -   332,232.09  1,296,383.20   sFT  1.00000454   -1 19 03.1
 FE2256;UTM  16      - 3,898,689.637   386,201.552   MT  0.99975960   -0 43 16.8
 FE2256
 FE2256                          SUPERSEDED SURVEY CONTROL
 FE2256
 FE2256  NAD 83(1995)-  35 13 29.29319(N)    088 15 01.72724(W) AD(       ) 4
 FE2256  NAD 83(1995)-  35 13 29.29364(N)    088 15 01.72687(W) AD(       ) 4
 FE2256  NAD 83(1995)-  35 13 29.29722(N)    088 15 01.72709(W) AD(       ) 4
 FE2256  NAD 83(1986)-  35 13 29.29905(N)    088 15 01.72596(W) AD(       ) 4
 FE2256  NAD 27      -  35 13 29.00600(N)    088 15 01.59500(W) AD(       ) 3
 FE2256
 FE2256.Superseded values are not recommended for survey control.
 FE2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2256.See file dsdata.txt to determine how the superseded data were derived.
 FE2256
 FE2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8620298690(NAD 83)
 FE2256_MARKER: 86 = CUPOLA
 FE2256
 FE2256  HISTORY     - Date     Condition        Report By
 FE2256  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FE2256
 FE2256                          STATION DESCRIPTION
 FE2256
 FE2256'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2256'THE STATION IS LOCATED ON THE TOP OF THE HARDIN COUNTY COURTHOUSE IN
 FE2256'SAVANNAH.  THE POINT INTERSECTED WAS THE STEEL ROD AT THE TOP.  IT
 FE2256'IS PAINTED BLACK AND THE OVERALL HEIGHT IS APPROXIMATELY 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2251 ***********************************************************************
 FE2251  DESIGNATION -  SAVANNAH MUNICIPAL TANK
 FE2251  PID         -  FE2251
 FE2251  STATE/COUNTY-  TN/HARDIN
 FE2251  USGS QUAD   -  SAVANNAH (1991)
 FE2251
 FE2251                         *CURRENT SURVEY CONTROL
 FE2251  ___________________________________________________________________
 FE2251* NAD 83(1995)-  35 13 36.30479(N)    088 14 35.95029(W)     ADJUSTED  
 FE2251* NAVD 88     -                                                        
 FE2251  ___________________________________________________________________
 FE2251  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FE2251  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2251
 FE2251  HORZ ORDER  -  THIRD
 FE2251
 FE2251.The horizontal coordinates were established by classical geodetic methods
 FE2251.and adjusted by the National Geodetic Survey in April 1999..
 FE2251
 FE2251
 FE2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2251
 FE2251.The geoid height was determined by GEOID03.
 FE2251
 FE2251;                    North         East     Units Scale Factor Converg.
 FE2251;SPC TN       -   101,465.702   395,795.038   MT  1.00000418   -1 18 48.0
 FE2251;SPC TN       -   332,892.06  1,298,537.55   sFT  1.00000418   -1 18 48.0
 FE2251;UTM  16      - 3,898,897.566   386,855.910   MT  0.99975777   -0 43 02.1
 FE2251
 FE2251                          SUPERSEDED SURVEY CONTROL
 FE2251
 FE2251  NAD 83(1995)-  35 13 36.30797(N)    088 14 35.94995(W) AD(       ) 4
 FE2251  NAD 83(1995)-  35 13 36.30841(N)    088 14 35.94959(W) AD(       ) 4
 FE2251  NAD 83(1995)-  35 13 36.31193(N)    088 14 35.94978(W) AD(       ) 4
 FE2251  NAD 83(1986)-  35 13 36.31384(N)    088 14 35.94945(W) AD(       ) 4
 FE2251  NAD 27      -  35 13 36.02100(N)    088 14 35.81600(W) AD(       ) 3
 FE2251
 FE2251.Superseded values are not recommended for survey control.
 FE2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2251.See file dsdata.txt to determine how the superseded data were derived.
 FE2251
 FE2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8685698898(NAD 83)
 FE2251_MARKER: 53 = ELEVATED TANK
 FE2251_SETTING: 0 = UNSPECIFIED SETTING
 FE2251
 FE2251  HISTORY     - Date     Condition        Report By
 FE2251  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FE2251  HISTORY     - 1972     GOOD             LOCSUR
 FE2251
 FE2251                          STATION DESCRIPTION
 FE2251
 FE2251'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2251'THE STATION IS LOCATED ON THE PROPERTY OF SAVANNAH ELEMENTRY SCHOOL.
 FE2251'IT IS A 4 LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLOCK
 FE2251'LETTERING SAVANNAH ON THE SIDE OF THE TANK.  THE HEIGHT IS ABOUT 150
 FE2251'FEET HIGH.  THE POINT INTERSECTED WAS THE BALL AT THE TOP.
 FE2251'
 FE2251'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE2251'GO 0.3 MILE EAST ON STATE ROUTE 15 TO TENNESSEE STREET ON THE
 FE2251'LEFT, TURN LEFT AND GO 0.2 MILE NORTH ON TENNESSEE STREET TO THE
 FE2251'SAVANNAH ELEMENTRY SCHOOL AND THE WATER TANK ON THE RIGHT AS
 FE2251'DESCRIBED.
 FE2251
 FE2251                          STATION RECOVERY (1972)
 FE2251
 FE2251'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JOG)
 FE2251'CONDITION OF POINT WHEN FOUND GOOD.
 FE2251'
 FE2251'DESCRIPTION GOOD.
 FE2251'
 FE2251'DISTANCE AND DIRECTION FROM NEAREST TOWN SAVANNAH ELEMENTRY
 FE2251'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2252 ***********************************************************************
 FE2252  DESIGNATION -  SAVANNAH RAD STA WORM MAST
 FE2252  PID         -  FE2252
 FE2252  STATE/COUNTY-  TN/HARDIN
 FE2252  USGS QUAD   -  SAVANNAH (1991)
 FE2252
 FE2252                         *CURRENT SURVEY CONTROL
 FE2252  ___________________________________________________________________
 FE2252* NAD 83(1995)-  35 14 23.04088(N)    088 14 27.64884(W)     ADJUSTED  
 FE2252* NAVD 88     -                                                        
 FE2252  ___________________________________________________________________
 FE2252  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2252  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2252
 FE2252  HORZ ORDER  -  THIRD
 FE2252
 FE2252.The horizontal coordinates were established by classical geodetic methods
 FE2252.and adjusted by the National Geodetic Survey in April 1999..
 FE2252
 FE2252
 FE2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2252
 FE2252.The geoid height was determined by GEOID03.
 FE2252
 FE2252;                    North         East     Units Scale Factor Converg.
 FE2252;SPC TN       -   102,900.833   396,037.886   MT  1.00000183   -1 18 43.1
 FE2252;SPC TN       -   337,600.48  1,299,334.30   sFT  1.00000183   -1 18 43.1
 FE2252;UTM  16      - 3,900,334.793   387,083.762   MT  0.99975713   -0 42 58.1
 FE2252
 FE2252                          SUPERSEDED SURVEY CONTROL
 FE2252
 FE2252  NAD 83(1995)-  35 14 23.04421(N)    088 14 27.64856(W) AD(       ) 4
 FE2252  NAD 83(1995)-  35 14 23.04461(N)    088 14 27.64817(W) AD(       ) 4
 FE2252  NAD 83(1995)-  35 14 23.04812(N)    088 14 27.64817(W) AD(       ) 4
 FE2252  NAD 83(1986)-  35 14 23.05007(N)    088 14 27.64809(W) AD(       ) 4
 FE2252  NAD 27      -  35 14 22.76000(N)    088 14 27.51500(W) AD(       ) 3
 FE2252
 FE2252.Superseded values are not recommended for survey control.
 FE2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2252.See file dsdata.txt to determine how the superseded data were derived.
 FE2252
 FE2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8708400335(NAD 83)
 FE2252_MARKER: 42 = RADIO/TV MAST
 FE2252
 FE2252  HISTORY     - Date     Condition        Report By
 FE2252  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FE2252  HISTORY     - 1972     GOOD             LOCSUR
 FE2252
 FE2252                          STATION DESCRIPTION
 FE2252
 FE2252'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2252'THE STATION IS LOCATED ON BOWEN ST. IN SAVANNAH.  IT IS A STEEL MAST
 FE2252'PAINTED IN ALTERNATING COLORS OF RED AND WHITE WITH A RED BLINKING
 FE2252'LIGHT IN THE MIDDLE AND AT THE TOP.  THE HEIGHT IS ABOUT 235 FT.  THE
 FE2252'RED LIGHT AT THE TOP WAS THE POINT INTERSECTED.
 FE2252'
 FE2252'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE2252'GO 0.4 MILE EAST ON STATE ROUTE 15 TO ALABAMA STREET ON THE LEFT,
 FE2252'TURN LEFT, AND GO 0.6 MILE NORTH ON ALABAMA STREET TO OAK STREET ON
 FE2252'THE RIGHT, TURN RIGHT, AND GO .05 MILE EAST ON OAK STREET TO CRAVENS
 FE2252'ROAD ON THE LEFT, TURN LEFT, AND GO 0.6 MILE NORTH ON CRAVENS ROAD TO
 FE2252'BOWEN DRIVE ON THE LEFT, TURN LEFT, AND GO 0.1 MILE WEST ON BOWEN
 FE2252'DRIVE TO THE STATION ON THE LEFT AS DESCRIBED.
 FE2252
 FE2252                          STATION RECOVERY (1972)
 FE2252
 FE2252'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JOG)
 FE2252'CONDITION OF POINT WHEN FOUND GOOD.
 FE2252'
 FE2252'DESCRIPTIONS GOOD.
 FE2252'
 FE2252'DISTANCE AND DIRECTION FROM NEAREST TOWN ROWEN ST. SAVANNAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3523 ***********************************************************************
 GA3523  DESIGNATION -  SCARCE
 GA3523  PID         -  GA3523
 GA3523  STATE/COUNTY-  TN/GRAINGER
 GA3523  USGS QUAD   -  AVONDALE (1979)
 GA3523
 GA3523                         *CURRENT SURVEY CONTROL
 GA3523  ___________________________________________________________________
 GA3523* NAD 83(1995)-  36 21 02.10845(N)    083 23 58.30185(W)     ADJUSTED  
 GA3523* NAVD 88     -       678.7    (meters)    2227.     (feet)  VERTCON   
 GA3523  ___________________________________________________________________
 GA3523  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GA3523  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3523
 GA3523  HORZ ORDER  -  SECOND
 GA3523
 GA3523.The horizontal coordinates were established by classical geodetic methods
 GA3523.and adjusted by the National Geodetic Survey in April 1999..
 GA3523
 GA3523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3523
 GA3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3523
 GA3523.The geoid height was determined by GEOID03.
 GA3523
 GA3523;                    North         East     Units Scale Factor Converg.
 GA3523;SPC TN       -   226,916.953   833,395.900   MT  0.99998895   +1 31 20.7
 GA3523;SPC TN       -   744,476.70  2,734,233.05   sFT  0.99998895   +1 31 20.7
 GA3523;UTM  17      - 4,025,508.049   284,678.596   MT  1.00017127   -1 25 22.1
 GA3523
 GA3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3523!SPC TN       -   0.99989835  x   0.99998895  =   0.99988731
 GA3523!UTM  17      -   0.99989835  x   1.00017127  =   1.00006961
 GA3523
 GA3523:                Primary Azimuth Mark                     Grid Az
 GA3523:SPC TN       -  CHURCH                                   134 50 49.1
 GA3523:UTM  17      -  CHURCH                                   137 47 31.9
 GA3523
 GA3523|---------------------------------------------------------------------|
 GA3523| PID    Reference Object                     Distance      Geod. Az  |
 GA3523|                                                           dddmmss.s |
 GA3523| GA3522 CHURCH                              APPROX. 1.5 KM 1362209.8 |
 GA3523| DC3204 SCARCE RM 1                           4.545 METERS 16900     |
 GA3523| DC3205 SCARCE RM 2                           4.199 METERS 34318     |
 GA3523|---------------------------------------------------------------------|
 GA3523
 GA3523                          SUPERSEDED SURVEY CONTROL
 GA3523
 GA3523  NAD 83(1995)-  36 21 02.11195(N)    083 23 58.30507(W) AD(       ) 2
 GA3523  NAD 83(1995)-  36 21 02.11607(N)    083 23 58.29719(W) AD(       ) 2
 GA3523  NAD 83(1995)-  36 21 02.11541(N)    083 23 58.30439(W) AD(       ) 2
 GA3523  NAD 83(1986)-  36 21 02.11760(N)    083 23 58.30426(W) AD(       ) 2
 GA3523  NAD 27      -  36 21 01.79598(N)    083 23 58.67062(W) AD(       ) 2
 GA3523  NGVD 29 (07/19/86)  678.8    (m)         2227.     (f) VERT ANG       
 GA3523
 GA3523.Superseded values are not recommended for survey control.
 GA3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3523.See file dsdata.txt to determine how the superseded data were derived.
 GA3523
 GA3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8467925508(NAD 83)
 GA3523_MARKER: DD = SURVEY DISK
 GA3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3523
 GA3523  HISTORY     - Date     Condition        Report By
 GA3523  HISTORY     - 1963     MONUMENTED       TNHD
 GA3523
 GA3523                          STATION DESCRIPTION
 GA3523
 GA3523'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3523'THE STATION IS LOCATED ABOUT 0.25 MILE UP THE WEST SIDE OF THE CLINCH
 GA3523'MOUNTAIN GAP ON THE EAST
 GA3523'SLOPE OF THE MOUNTAIN.
 GA3523'
 GA3523'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA3523'U. S.  HIGHWAY 11W FOR
 GA3523'2.7 MILES TO THE JUNCTION OF U.  S.  HIGHWAY 25E ON
 GA3523'THE RIGHT.  HERE TURN RIGHT ON U.
 GA3523'S.  HIGHWAY 25E AND GO 7.8 MILES
 GA3523'TO THE SUMMIT OF CLINCH MOUNTAIN GAP.  HERE PACK
 GA3523'WESTERLY UP THE EAST
 GA3523'SIDE OF THE MOUNTAIN FOR ABOUT 15 MINUTES TO A LARGE ROCK OUTCROP
 GA3523'AND THE STATION AS
 GA3523'DESCRIBED.  THE ELEVATION KEEPS RISING RAPIDLY WEST OF
 GA3523'THIS POINT.
 GA3523'
 GA3523'THE STATION IS 14 FEET NORTHWEST OF A 12-INCH PINE TREE, 6 FEET
 GA3523'NORTHEAST OF AN OAK TREE
 GA3523'NEAR THE LARGE ROCK OUTCROP, AND 5.3 FEET EAST OF A METAL
 GA3523'WITNESS POST AND SIGN.  THE
 GA3523'SURFACE AND UNDERGROUND MARKS ARE
 GA3523'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA3523'AND THE DISKS ARE STAMPED
 GA3523'SCARCE 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GA3523'THE SURFACE.
 GA3523'THE SURFACE DISK IS SET IN A 10-INCH ROUND, CONCRETE
 GA3523'MONUMENT ABOUT 5 INCHES
 GA3523'BELOW THE SURFACE.
 GA3523'
 GA3523'REFERENCE MARK NO. 1 IS 11 FEET SOUTH OF A 6-INCH OAK TREE AND 7 FEET
 GA3523'WEST OF A 12-INCH PINE TREE.
 GA3523'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3523'DISK CEMENTED IN A DRILL HOLE IN
 GA3523'OUTCROPPING BEDROCK AND THE DISK IS
 GA3523'STAMPED SCARCE RM-1 1963.
 GA3523'
 GA3523'REFERENCE MARK NO. 2 IS 5 FEET EAST OF AN 8-INCH PINE TREE.  IT IS A
 GA3523'STANDARD TENNESSEE HIGHWAY
 GA3523'DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN
 GA3523'OUTCROPPING BEDROCK AND THE DISK IS
 GA3523'STAMPED SCARCE RM-2 1963.
 GA3523'
 GA3523'TRAVERSE STATION CHURCH WILL SERVE AS AN AZIMUTH MARK.  SE
 GA3523'
 GA3523'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1625 ***********************************************************************
 GD1625  DESIGNATION -  SCAWLEY
 GD1625  PID         -  GD1625
 GD1625  STATE/COUNTY-  TN/OBION
 GD1625  USGS QUAD   -  CLAYTON (1981)
 GD1625
 GD1625                         *CURRENT SURVEY CONTROL
 GD1625  ___________________________________________________________________
 GD1625* NAD 83(1995)-  36 23 37.48971(N)    089 10 40.83581(W)     ADJUSTED  
 GD1625* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 GD1625  ___________________________________________________________________
 GD1625  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GD1625  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1625
 GD1625  HORZ ORDER  -  THIRD
 GD1625
 GD1625.The horizontal coordinates were established by classical geodetic methods
 GD1625.and adjusted by the National Geodetic Survey in April 1999..
 GD1625
 GD1625.The orthometric height was scaled from a topographic map.
 GD1625
 GD1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1625
 GD1625.The geoid height was determined by GEOID03.
 GD1625
 GD1625;                    North         East     Units Scale Factor Converg.
 GD1625;SPC TN       -   233,234.058   314,941.313   MT  0.99999602   -1 51 37.9
 GD1625;SPC TN       -   765,202.07  1,033,269.96   sFT  0.99999602   -1 51 37.9
 GD1625;UTM  16      - 4,029,825.638   304,667.538   MT  1.00007012   -1 17 33.7
 GD1625
 GD1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1625!SPC TN       -   0.99997994  x   0.99999602  =   0.99997596
 GD1625!UTM  16      -   0.99997994  x   1.00007012  =   1.00005006
 GD1625
 GD1625|---------------------------------------------------------------------|
 GD1625| PID    Reference Object                     Distance      Geod. Az  |
 GD1625|                                                           dddmmss.s |
 GD1625| CG4221 SCAWLEY RM 1                         23.802 METERS 09526     |
 GD1625| CG4220 SCAWLEY AZ MK                                      1364845.1 |
 GD1625| CG4222 SCAWLEY RM 2                         27.370 METERS 14736     |
 GD1625|---------------------------------------------------------------------|
 GD1625
 GD1625                          SUPERSEDED SURVEY CONTROL
 GD1625
 GD1625  NAD 83(1995)-  36 23 37.49279(N)    089 10 40.83459(W) AD(       ) 3
 GD1625  NAD 83(1995)-  36 23 37.49476(N)    089 10 40.83442(W) AD(       ) 3
 GD1625  NAD 83(1986)-  36 23 37.50187(N)    089 10 40.83522(W) AD(       ) 3
 GD1625  NAD 27      -  36 23 37.26680(N)    089 10 40.59120(W) AD(       ) 3
 GD1625
 GD1625.Superseded values are not recommended for survey control.
 GD1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1625.See file dsdata.txt to determine how the superseded data were derived.
 GD1625
 GD1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0466829826(NAD 83)
 GD1625_MARKER: DS = TRIANGULATION STATION DISK
 GD1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1625
 GD1625  HISTORY     - Date     Condition        Report By
 GD1625  HISTORY     - 1959     MONUMENTED       CGS
 GD1625  HISTORY     - 1967     GOOD             CGS
 GD1625
 GD1625                          STATION DESCRIPTION
 GD1625
 GD1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1625'THE STATION IS ABOUT 7 MILES WEST OF UNION CITY, ABOUT 3 MILES NORTH
 GD1625'OF TROY AND ON PROPERTY OWNED BY MR. B. J. PARRISH.  IT IS 191 FEET
 GD1625'NORTHWEST OF THE INTERSECTION OF A T-ROAD, 53.8 FEET WEST OF THE
 GD1625'SOUTHWEST CORNER OF MR. PARRISHS HOUSE, 53 FEET NORTH OF THE
 GD1625'CENTERLINE OF A GRAVELED ROAD, 43 FEET NORTHEAST OF A 24 INCH ELM
 GD1625'TREE AND 10 FEET SOUTHEAST OF A FENCE.  THE MONUMENT IS 12 INCHES
 GD1625'BELOW THE SURFACE AND THE DISK IS STAMPED SCAWLEY 1959.
 GD1625'
 GD1625'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND U.S.
 GD1625'HIGHWAY 51 AT THE SOUTHEAST CORNER OF THE CITY PARK SQUARE IN TROY,
 GD1625'GO NORTH ON HIGHWAY 51 FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN
 GD1625'LEFT AND GO NORTHWESTERLY ON THE PAVED ROAD FOR 2.05 MILES TO THE
 GD1625'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWESTERLY ON
 GD1625'THE PAVED ROAD FOR 0.4 MILE TO THE INTERSECTION OF A GRAVELED SIDE
 GD1625'ROAD WEST AND THE STATION IN THE NORTHWEST ANGLE OF THE
 GD1625'INTERSECTION AS DESCRIBED.
 GD1625'
 GD1625'REFERENCE MARK 1 IS 115 FEET NORTHWEST OF THE INTERSECTION OF THE
 GD1625'T-ROAD, 52 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1
 GD1625'FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF MR. PARRISHS HOUSE.  THE
 GD1625'MONUMENT IS FLUSH AND THE DISK IS STAMPED SCAWLEY NO 1 1959.
 GD1625'
 GD1625'REFERENCE MARK 2 IS 76 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GD1625'HOUSE, 19 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT
 GD1625'NORTH OF A FENCE AND 1 FOOT WEST OF A WITNESS POST.  THE MONUMENT
 GD1625'PROJECTS 2 INCHES AND THE DISK IS STAMPED SCAWLEY NO 2 1959.
 GD1625'
 GD1625'THE AZIMUTH MARK IS ON ROAD RIGHT-OF-WAY, 25 FEET SOUTHWEST OF THE
 GD1625'CENTERLINE OF THE PAVED ROAD 3 FEET NORTHWEST OF A WITNESS POST AND
 GD1625'1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1625'STAMPED SCAWLEY 1959.
 GD1625'
 GD1625'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1625
 GD1625                          STATION RECOVERY (1967)
 GD1625
 GD1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1625'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1625'CONDITION.  DUE TO CHANGES IN ROADS AND HIGHWAYS, THE ORIGINAL
 GD1625'STATION TO-REACH IS NO LONGER COMPLETELY ADEQUATE.
 GD1625'
 GD1625'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1625'
 GD1625'THE STATION IS ON THE PROPERTY OF MR. B. J. PARRISH, ABOUT 7 MILES
 GD1625'WEST OF UNION CITY AND 3 MILES NORTH OF TROY.
 GD1625'
 GD1625'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN TROY, GO NORTH
 GD1625'ON OLD U.S. HIGHWAY 51 FOR 1.9 MILES TO A PAVED ROAD ON THE LEFT,
 GD1625'TURN LEFT AND GO NORTHWESTERLY ON A PAVED ROAD FOR 2.15 MILES TO THE
 GD1625'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWESTERLY ON THE PAVED
 GD1625'ROAD FOR 0.4 MILE TO A GRAVELED T ROAD LEFT AND THE STATION IN THE
 GD1625'NORTHWEST ANGLE OF THE ROADS.
 GD1625'
 GD1625'THE STATION IS 191 FEET NORTHWEST OF THE APPROXIMATE INTERSECTION
 GD1625'OF THE ROADS, 53.8 FEET WEST OF THE SOUTHWEST CORNER OF A FARM
 GD1625'HOUSE, 53 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GD1625'43 FEET NORTHEAST OF A 28-INCH ELM TREE, 24 FEET SOUTHEAST OF THE
 GD1625'SOUTHWEST CORNER OF A SMALL BARN, 11 FEET NORTH OF THE APPROXIMATE
 GD1625'CENTER OF A DRIVEWAY, AND 9 FEET SOUTH OF THE SOUTH EDGE OF THE
 GD1625'BARN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1625'CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 GD1625'AND THE DISK IS STAMPED SCAWLEY 1959.
 GD1625'
 GD1625'REFERENCE MARK NO. 1 IS 115 FEET NORTHWEST OF THE APPROXIMATE
 GD1625'INTERSECTION OF THE ROADS, 52 FEET NORTH OF THE APPROXIMATE CENTER
 GD1625'OF THE GRAVELED ROAD AND 1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF
 GD1625'THE FARM HOUSE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1625'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1625'SCAWLEY NO 1 1959.
 GD1625'
 GD1625'REFERENCE MARK NO. 2 IS 76 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GD1625'THE FARM HOUSE, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD1625'GRAVELED ROAD, 1 FOOT NORTH OF A FENCE, AND 0.9 OF A FOOT WEST OF A
 GD1625'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1625'OF A 12-INCH, SQUARE, CONCRETE POST THAT PROJECTS 2 INCHES AND THE
 GD1625'DISK IS STAMPED SCAWLEY NO 2 1959.
 GD1625'
 GD1625'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1625'REFERENCE MARK NO. 2 IS 74.55 FEET - 22.722 METERS.
 GD1625'
 GD1625'THE AZIMUTH MARK IS LOCATED ALONG THE RIGHT-OF-WAY OF THE PAVED ROAD
 GD1625'LEADING INTO THE STATION, 25 FEET SOUTHWEST OF THE APPROXIMATE
 GD1625'CENTER OF THE PAVED ROAD, 2.9 FEET NORTHWEST OF A METAL WITNESS
 GD1625'POST AND SIGN, 1 FOOT NORTH OF A FENCE, AND ACROSS THE PAVED ROAD
 GD1625'SOUTHWEST OF A LARGE TIN BARN.  IT IS A STANDARD DISK SET IN
 GD1625'THE TOP OF 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD1625'AND THE DISK IS STAMPED SCAWLEY 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2057 ***********************************************************************
 EE2057  DESIGNATION -  SCHOLTZE
 EE2057  PID         -  EE2057
 EE2057  STATE/COUNTY-  TN/MARION
 EE2057  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2057
 EE2057                         *CURRENT SURVEY CONTROL
 EE2057  ___________________________________________________________________
 EE2057* NAD 83(1995)-  34 59 00.27757(N)    085 21 41.99925(W)     ADJUSTED  
 EE2057* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 EE2057  ___________________________________________________________________
 EE2057  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 EE2057  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE2057
 EE2057  HORZ ORDER  -  SECOND
 EE2057
 EE2057.The horizontal coordinates were established by classical geodetic methods
 EE2057.and adjusted by the National Geodetic Survey in April 1999..
 EE2057
 EE2057.The orthometric height was scaled from a topographic map.
 EE2057
 EE2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2057
 EE2057.The geoid height was determined by GEOID03.
 EE2057
 EE2057;                    North         East     Units Scale Factor Converg.
 EE2057;SPC TN       -    72,317.659   658,287.011   MT  1.00005774   +0 22 25.3
 EE2057;SPC TN       -   237,262.19  2,159,729.97   sFT  1.00005774   +0 22 25.3
 EE2057;SPC GA W     -   553,236.168   590,896.821   MT  1.00004666   -0 41 06.7
 EE2057;SPC GA W     - 1,815,075.66  1,938,633.99   sFT  1.00004666   -0 41 06.7
 EE2057;UTM  16      - 3,872,429.325   649,537.854   MT  0.99987560   +0 56 22.2
 EE2057
 EE2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2057!SPC TN       -   0.99990465  x   1.00005774  =   0.99996238
 EE2057!SPC GA W     -   0.99990465  x   1.00004666  =   0.99995130
 EE2057!UTM  16      -   0.99990465  x   0.99987560  =   0.99978026
 EE2057
 EE2057|---------------------------------------------------------------------|
 EE2057| PID    Reference Object                     Distance      Geod. Az  |
 EE2057|                                                           dddmmss.s |
 EE2057| CG7434 SCHOLTZE RM 1                        23.409 METERS 09202     |
 EE2057| CG7433 SCHOLTZE AZ MK                                     0970413.5 |
 EE2057| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 2.3 KM 2112953.1 |
 EE2057| CG7435 SCHOLTZE RM 2                        24.985 METERS 21509     |
 EE2057|---------------------------------------------------------------------|
 EE2057
 EE2057                          SUPERSEDED SURVEY CONTROL
 EE2057
 EE2057  NAD 83(1995)-  34 59 00.27761(N)    085 21 41.99931(W) AD(       ) 2
 EE2057  NAD 83(1995)-  34 59 00.27821(N)    085 21 42.00176(W) AD(       ) 2
 EE2057  NAD 83(1995)-  34 59 00.27898(N)    085 21 41.99982(W) AD(       ) 2
 EE2057  NAD 83(1986)-  34 59 00.27917(N)    085 21 41.99963(W) AD(       ) 2
 EE2057  NAD 27      -  34 59 00.00700(N)    085 21 42.14900(W) AD(       ) 2
 EE2057
 EE2057.Superseded values are not recommended for survey control.
 EE2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2057.See file dsdata.txt to determine how the superseded data were derived.
 EE2057
 EE2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4953872429(NAD 83)
 EE2057_MARKER: DS = TRIANGULATION STATION DISK
 EE2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2057
 EE2057  HISTORY     - Date     Condition        Report By
 EE2057  HISTORY     - 1934     MONUMENTED       CGS
 EE2057  HISTORY     - 1942     MARK NOT FOUND   TVA
 EE2057  HISTORY     - 1950     GOOD             TVA
 EE2057  HISTORY     - 1965     MARK NOT FOUND   CGS
 EE2057
 EE2057                          STATION DESCRIPTION
 EE2057
 EE2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2057'ABOUT 2 MILES SOUTHWEST OF LOOKOUT MOUNTAIN PARK, ON RIDGE OF LOOKOUT
 EE2057'MOUNTAIN, ON FENCE LINE REPORTED TO BE ALONG STATE LINE, AND ON
 EE2057'HIGHEST POINT OF FENCE LINE REPORTED AS SEPARATING DADE AND WALKER
 EE2057'COUNTIES, GA.  FENCE ALONG STATE LINE SEPARATES PROPERTIES OF MRS.
 EE2057'G.E. SCHOLTZE TO NORTH AND E.H. LAWMAN (RECEIVER) TO SOUTH.  TO
 EE2057'REACH FROM POST OFFICE IN LOOKOUT MOUNTAIN, FOLLOW LOOKOUT MOUNTAIN
 EE2057'SCENIC HIGHWAY NORTH 0.3 MILE, BEAR LEFT AT FOUNTAIN AND FOLLOW W.
 EE2057'BROW AVENUE WEST 0.15 MILE, TURN LEFT AND FOLLOW SUNSET ROAD
 EE2057'SOUTHWEST 0.35 MILE, TURN RIGHT ONTO STEPHENSON AVENUE AND GO 0.7
 EE2057'MILE (0.25 MILE PAST WESTERN FRONT CLUB) TO LARGE STONE GATE ON
 EE2057'RIGHT AT ENTRANCE TO MRS. SCHOLTZES HOME, CONTINUE ON MAIN DIRT
 EE2057'ROAD (FENCE ON RIGHT) 500 FEET TO END OF STONE FENCE, FOLLOW WIRE
 EE2057'FENCE WEST (UP HILL) ABOUT 150 FEET TO TOP OF RIDGE AND STATION SITE,
 EE2057'ABOUT 150 YARDS SOUTH OF MRS. SCHOLTZES HOME, 150 FEET WEST OF
 EE2057'ROAD, AND 16 FEET SOUTH OF 12-INCH OAK.  SURFACE AND UNDERGROUND
 EE2057'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EE2057'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 EE2057'CONCRETE CYLINDERS.  NO. 1 IS FLUSH WITH SURFACE OF GROUND, ON EDGE
 EE2057'OF WOODS, ABOUT 4 FEET BELOW STATION IN ELEVATION, 1 FOOT SOUTH OF
 EE2057'FENCE LINE, AND 76.80 FEET FROM STATION S 87 DEG 58 MIN E.
 EE2057'NO. 2, PROJECTING 8 INCHES ABOVE GROUND, IS IN WOODS OF 10-INCH OAK
 EE2057'AND SMALL PINE AND 81.97 FEET FROM STATION S 35 DEG 09 MIN W.
 EE2057'AZIMUTH MARK IS 12 FEET NORTH OF CENTER LINE OF SCENIC
 EE2057'HIGHWAY, ON WEST SIDE OF ENTRANCE DRIVE TO CIVILIAN CONSERVATION
 EE2057'CORPS CAMP, AND 0.4 MILE FROM STATION S 82 DEG
 EE2057'56 MIN E.
 EE2057
 EE2057                          STATION RECOVERY (1942)
 EE2057
 EE2057'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1942
 EE2057'BOTH REFERENCE MONUMENTS ARE IN PLACE BUT SURFACE MARK AT
 EE2057'TRIANGULATION APPEARS TO HAVE BEEN DESTROYED.  AZIMUTH MARKER HAS BEEN
 EE2057'MOVED BY FORCE OF COLLISION BY TRUCK, TRACTOR OR AUTOMOBILE.
 EE2057
 EE2057                          STATION RECOVERY (1950)
 EE2057
 EE2057'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EE2057'STATION WAS FOUND IN GOOD CONDITION.  STEEL POST WITH CONTROL
 EE2057'MARKER SIGN SET NORTH OF STATION.
 EE2057'
 EE2057'AZIMUTH MARK FOUND DISTURBED.  CONCRETE POST FOUND TWO FEET
 EE2057'ABOVE GROUND AND LEANING.
 EE2057
 EE2057                          STATION RECOVERY (1965)
 EE2057
 EE2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 EE2057'AN EXTENDED AND THOROUGH SEARCH WAS MADE TO RECOVER THIS STATION, BUT
 EE2057'NO EVIDENCE WAS FOUND OF THE STATION MARK, REFERENCE MARK NO. 1 OR
 EE2057'REFERENCE MARK NO. 2.  THE AZIMUTH MARK WAS FOUND IN BAD CONDITION
 EE2057'AND NEARLY OUT OF THE GROUND.  IT APPEARED TO HAVE BEEN STRUCK BY
 EE2057'SOME KIND OF HEAVY EQUIPMENT AND TURNED.  THE DISK WAS REMOVED
 EE2057'AND THE OLD CONCRETE DISPOSED OF.
 EE2057'
 EE2057'THE AREA ATOP LOOKOUT MOUNTAIN WHERE THE STATION ONCE EXISTED HAS
 EE2057'BEEN SUBDIVIDED AND MR. SAM H CAMPBELL 111, OF 1200 FT. STEPHENSON
 EE2057'TERRACE HAS BUILT AN ELABORATE NEW HOME ATOP THE KNOLL WHERE THE
 EE2057'MARKS WERE LOCATED.  IT IS ASSUMED THAT THE ENTIRE STATION WAS
 EE2057'DESTROYED DURING THE CONSTRUCTION OF THIS HOME AND THE LANDSCAPING
 EE2057'OF THE GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0094 ***********************************************************************
 GC0094  DESIGNATION -  SCOTT
 GC0094  PID         -  GC0094
 GC0094  STATE/COUNTY-  TN/SUMNER
 GC0094  USGS QUAD   -  WESTMORELAND (1979)
 GC0094
 GC0094                         *CURRENT SURVEY CONTROL
 GC0094  ___________________________________________________________________
 GC0094* NAD 83(1995)-  36 36 15.70126(N)    086 14 00.47368(W)     ADJUSTED  
 GC0094* NAVD 88     -       262.059  (meters)     859.77   (feet)  ADJUSTED  
 GC0094  ___________________________________________________________________
 GC0094  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC0094  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0094  DYNAMIC HT  -         261.847 (meters)     859.08  (feet)  COMP
 GC0094  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GC0094
 GC0094  HORZ ORDER  -  SECOND
 GC0094  VERT ORDER  -  SECOND    CLASS 0
 GC0094
 GC0094.The horizontal coordinates were established by classical geodetic methods
 GC0094.and adjusted by the National Geodetic Survey in April 1999..
 GC0094
 GC0094.The orthometric height was determined by differential leveling
 GC0094.and adjusted by the National Geodetic Survey in June 1991..
 GC0094
 GC0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0094
 GC0094.The geoid height was determined by GEOID03.
 GC0094
 GC0094.The dynamic height is computed by dividing the NAVD 88
 GC0094.geopotential number by the normal gravity value computed on the
 GC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0094.degrees latitude (g = 980.6199 gals.).
 GC0094
 GC0094.The modeled gravity was interpolated from observed gravity values.
 GC0094
 GC0094;                    North         East     Units Scale Factor Converg.
 GC0094;SPC TN       -   252,002.180   579,110.937   MT  1.00003868   -0 08 12.0
 GC0094;SPC TN       -   826,777.15  1,899,966.47   sFT  1.00003868   -0 08 12.0
 GC0094;SPC KY1Z     - 1,030,193.586 1,456,737.793   MT  1.00014898   -0 17 48.6
 GC0094;SPC KY1Z     - 3,379,893.46  4,779,313.91   sFT  1.00014898   -0 17 48.6
 GC0094;SPC KY S     -   530,187.841   456,743.112   MT  1.00002591   -0 17 35.5
 GC0094;SPC KY S     - 1,739,457.94  1,498,498.03   sFT  1.00002591   -0 17 35.5
 GC0094;UTM  16      - 4,051,257.824   568,555.613   MT  0.99965790   +0 27 25.5
 GC0094
 GC0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0094!SPC TN       -   0.99996352  x   1.00003868  =   1.00000220
 GC0094!SPC KY1Z     -   0.99996352  x   1.00014898  =   1.00011249
 GC0094!SPC KY S     -   0.99996352  x   1.00002591  =   0.99998943
 GC0094!UTM  16      -   0.99996352  x   0.99965790  =   0.99962143
 GC0094
 GC0094:                Primary Azimuth Mark                     Grid Az
 GC0094:SPC TN       -  BOBI                                     002 10 58.8
 GC0094:SPC KY1Z     -  BOBI                                     002 20 35.4
 GC0094:SPC KY S     -  BOBI                                     002 20 22.3
 GC0094:UTM  16      -  BOBI                                     001 35 21.3
 GC0094
 GC0094|---------------------------------------------------------------------|
 GC0094| PID    Reference Object                     Distance      Geod. Az  |
 GC0094|                                                           dddmmss.s |
 GC0094| GC2079 BOBI                                APPROX. 1.7 KM 0020246.8 |
 GC0094| GC0093 SCOTT RM 1                           22.787 METERS 00225     |
 GC0094| GC0096 SCOTT AZ MK                                        2281245.2 |
 GC0094| GC0095 SCOTT RM 2                           18.376 METERS 28019     |
 GC0094|---------------------------------------------------------------------|
 GC0094
 GC0094                          SUPERSEDED SURVEY CONTROL
 GC0094
 GC0094  NAD 83(1995)-  36 36 15.70145(N)    086 14 00.47395(W) AD(       ) 2
 GC0094  NAD 83(1995)-  36 36 15.71040(N)    086 14 00.47701(W) AD(       ) 2
 GC0094  NAD 83(1986)-  36 36 15.71120(N)    086 14 00.47718(W) AD(       ) 2
 GC0094  NAD 27      -  36 36 15.55780(N)    086 14 00.52320(W) AD(       ) 2
 GC0094  NGVD 29 (??/??/??)  262.20   (m)          860.2    (f) RESET       3  
 GC0094
 GC0094.Superseded values are not recommended for survey control.
 GC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0094.See file dsdata.txt to determine how the superseded data were derived.
 GC0094
 GC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6855651258(NAD 83)
 GC0094_MARKER: DB = BENCH MARK DISK
 GC0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0094_STAMPING: SCOTT 1961
 GC0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0094+STABILITY: SURFACE MOTION
 GC0094
 GC0094  HISTORY     - Date     Condition        Report By
 GC0094  HISTORY     - 1961     MONUMENTED       TNHD
 GC0094  HISTORY     - 1961     GOOD             TNHD
 GC0094
 GC0094                          STATION DESCRIPTION
 GC0094
 GC0094'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0094'4 M NE FROM WESTMORELAND.
 GC0094'FROM THE RAILROAD STATION IN WESTMORELAND, GO NORTHEAST ON
 GC0094'PLEASANT GROVE ROAD FOR 3.1 MILES TO TURNERS STATION ROAD, TURN
 GC0094'LEFT AND GO WEST FOR 0.55 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 GC0094'AND GO NORTH ON 0.05 MILE TO THE STATION ON THE RIGHT.  THE
 GC0094'MARK IS 39 FEET WEST OF A 30-INCH TWIN OAK TREE, 20 FEET SOUTHEAST
 GC0094'OF A 12-INCH HICKORY TREE, AND 1.7 FEET EAST OF A WITNESS POST.
 GC0094'THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST
 GC0094'FLUSH WITH THE GROUND.
 GC0094
 GC0094                          STATION RECOVERY (1961)
 GC0094
 GC0094'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0094'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF WESTMORELAND.
 GC0094'
 GC0094'TO REACH THE STATION FROM THE RAILROAD STATION IN WESTMORELAND, GO
 GC0094'NORTHEAST ON PLEASANT GROVE ROAD FOR 3.1 MILES TO TURNERS STATION
 GC0094'ROAD, TURN LEFT AND GO WEST 0.55 MILE TO A TRACK ROAD RIGHT, TURN
 GC0094'RIGHT, NORTH, AND GO 0.05 MILE TO THE STATION ON THE RIGHT AS
 GC0094'DESCRIBED.
 GC0094'
 GC0094'THE STATION IS 39 FEET WEST OF A 30-INCH TWIN OAK TREE, 20 FEET
 GC0094'SOUTHEAST OF A 12-INCH HICKORY TREE AND 1.7 FEET EAST OF A WITNESS
 GC0094'POST. SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0094'DEPARTMENT DISKS STAMPED SCOTT 1961.  THE UNDERGROUND MARK IS
 GC0094'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC0094'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0094'
 GC0094'REFERENCE MARK NO. 1 IS 10 FEET NORTHEAST OF A 4-INCH HICKORY TREE.
 GC0094'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC0094'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK
 GC0094'IS STAMPED SCOTT RM-1 1961.
 GC0094'
 GC0094'REFERENCE MARK NO. 2 IS 13 FEET WEST OF A NORTH-SOUTH FENCE, 11 FEET
 GC0094'NORTH-EAST OF A 10-INCH HICKORY TREE AND 6 FEET SOUTHEAST OF A
 GC0094'6-INCH CEDAR TREE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0094'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 GC0094'PROJECTS 2 INCHES AND THE DISK IS STAMPED SCOTT RM-2 1961.
 GC0094'
 GC0094'THE AZIMUTH MARK IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GC0094'GRAVELED ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF
 GC0094'AN EAST-WEST FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0094'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0094'MONUMENT, AND THE DISK IS STAMPED SCOTT AZI 1961.
 GC0094'
 GC0094'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE TRACK ROAD AND
 GC0094'TURNERS STATION ROAD, GO WEST ON
 GC0094'TURNERS STATION ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS
 GC0094'DESCRIBED.
 GC0094'
 GC0094'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0096 ***********************************************************************
 GC0096  DESIGNATION -  SCOTT AZ MK
 GC0096  PID         -  GC0096
 GC0096  STATE/COUNTY-  TN/SUMNER
 GC0096  USGS QUAD   -  WESTMORELAND (1979)
 GC0096
 GC0096                         *CURRENT SURVEY CONTROL
 GC0096  ___________________________________________________________________
 GC0096* NAD 83(1986)-  36 36 12.     (N)    086 14 07.     (W)     SCALED    
 GC0096* NAVD 88     -       264.102  (meters)     866.47   (feet)  ADJUSTED  
 GC0096  ___________________________________________________________________
 GC0096  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC0096  DYNAMIC HT  -         263.888 (meters)     865.77  (feet)  COMP
 GC0096  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GC0096
 GC0096  VERT ORDER  -  SECOND    CLASS 0
 GC0096
 GC0096.The horizontal coordinates were scaled from a topographic map and have
 GC0096.an estimated accuracy of +/- 6 seconds.
 GC0096
 GC0096.The orthometric height was determined by differential leveling
 GC0096.and adjusted by the National Geodetic Survey in June 1991..
 GC0096
 GC0096.The geoid height was determined by GEOID03.
 GC0096
 GC0096.The dynamic height is computed by dividing the NAVD 88
 GC0096.geopotential number by the normal gravity value computed on the
 GC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0096.degrees latitude (g = 980.6199 gals.).
 GC0096
 GC0096.The modeled gravity was interpolated from observed gravity values.
 GC0096
 GC0096;                    North         East    Units  Estimated Accuracy
 GC0096;SPC TN       -   251,890.      578,950.      MT  (+/- 180 meters Scaled)
 GC0096
 GC0096                          SUPERSEDED SURVEY CONTROL
 GC0096
 GC0096  NGVD 29 (??/??/??)  264.25   (m)          867.0    (f) RESET       3  
 GC0096
 GC0096.Superseded values are not recommended for survey control.
 GC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0096.See file dsdata.txt to determine how the superseded data were derived.
 GC0096
 GC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF683511(NAD 83)
 GC0096_MARKER: DZ = AZIMUTH MARK DISK
 GC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0096_STAMPING: SCOTT AZI 1961
 GC0096_MARK LOGO: TNHD  
 GC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0096+STABILITY: SURFACE MOTION
 GC0096
 GC0096  HISTORY     - Date     Condition        Report By
 GC0096  HISTORY     - 1961     MONUMENTED       TNHD
 GC0096
 GC0096                          STATION DESCRIPTION
 GC0096
 GC0096'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0096'4 MI NE FROM WESTMORELAND.
 GC0096'FROM THE RAILROAD STATION IN WESTMORELAND, GO NORTHEAST ON
 GC0096'PLEASANT GROVE ROAD 3.1 MILES TO TURNERS STATION ROAD, TURN
 GC0096'LEFT AND GO WEST FOR 0.15 MILE TO THE MARK ON THE RIGHT.  THE
 GC0096'MARK IS LOCATED 15 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GC0096'ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE, AND 2 FEET WEST OF A
 GC0096'WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0096'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0093 ***********************************************************************
 GC0093  DESIGNATION -  SCOTT RM 1
 GC0093  PID         -  GC0093
 GC0093  STATE/COUNTY-  TN/SUMNER
 GC0093  USGS QUAD   -  WESTMORELAND (1979)
 GC0093
 GC0093                         *CURRENT SURVEY CONTROL
 GC0093  ___________________________________________________________________
 GC0093* NAD 83(1986)-  36 36 16.     (N)    086 14 00.     (W)     SCALED    
 GC0093* NAVD 88     -       262.238  (meters)     860.36   (feet)  ADJUSTED  
 GC0093  ___________________________________________________________________
 GC0093  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0093  DYNAMIC HT  -         262.026 (meters)     859.66  (feet)  COMP
 GC0093  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GC0093
 GC0093  VERT ORDER  -  SECOND    CLASS 0
 GC0093
 GC0093.The horizontal coordinates were scaled from a topographic map and have
 GC0093.an estimated accuracy of +/- 6 seconds.
 GC0093
 GC0093.The orthometric height was determined by differential leveling
 GC0093.and adjusted by the National Geodetic Survey in June 1991..
 GC0093
 GC0093.The geoid height was determined by GEOID03.
 GC0093
 GC0093.The dynamic height is computed by dividing the NAVD 88
 GC0093.geopotential number by the normal gravity value computed on the
 GC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0093.degrees latitude (g = 980.6199 gals.).
 GC0093
 GC0093.The modeled gravity was interpolated from observed gravity values.
 GC0093
 GC0093;                    North         East    Units  Estimated Accuracy
 GC0093;SPC TN       -   252,010.      579,120.      MT  (+/- 180 meters Scaled)
 GC0093
 GC0093                          SUPERSEDED SURVEY CONTROL
 GC0093
 GC0093  NGVD 29 (??/??/92)  262.339  (m)          860.69   (f) ADJ UNCH    2 0
 GC0093
 GC0093.Superseded values are not recommended for survey control.
 GC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0093.See file dsdata.txt to determine how the superseded data were derived.
 GC0093
 GC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF685512(NAD 83)
 GC0093_MARKER: DR = REFERENCE MARK DISK
 GC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0093_STAMPING: SCOTT RM-1 1961
 GC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0093+STABILITY: SURFACE MOTION
 GC0093
 GC0093  HISTORY     - Date     Condition        Report By
 GC0093  HISTORY     - 1961     MONUMENTED       TNHD
 GC0093
 GC0093                          STATION DESCRIPTION
 GC0093
 GC0093'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0093'4 MI NE FROM WESTMORELAND.
 GC0093'THIS MARK IS LOCATED AT THE SCOTT 1961 STATION SITE, 10 FEET
 GC0093'NORTHEAST OF A 4-INCH HICKORY TREE, AND 75 FEET NORTH OF THE
 GC0093'STATION.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0093'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0095 ***********************************************************************
 GC0095  DESIGNATION -  SCOTT RM 2
 GC0095  PID         -  GC0095
 GC0095  STATE/COUNTY-  TN/SUMNER
 GC0095  USGS QUAD   -  WESTMORELAND (1979)
 GC0095
 GC0095                         *CURRENT SURVEY CONTROL
 GC0095  ___________________________________________________________________
 GC0095* NAD 83(1986)-  36 36 16.     (N)    086 14 00.     (W)     SCALED    
 GC0095* NAVD 88     -       263.116  (meters)     863.24   (feet)  ADJUSTED  
 GC0095  ___________________________________________________________________
 GC0095  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0095  DYNAMIC HT  -         262.903 (meters)     862.54  (feet)  COMP
 GC0095  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 GC0095
 GC0095  VERT ORDER  -  SECOND    CLASS 0
 GC0095
 GC0095.The horizontal coordinates were scaled from a topographic map and have
 GC0095.an estimated accuracy of +/- 6 seconds.
 GC0095
 GC0095.The orthometric height was determined by differential leveling
 GC0095.and adjusted by the National Geodetic Survey in June 1991..
 GC0095
 GC0095.The geoid height was determined by GEOID03.
 GC0095
 GC0095.The dynamic height is computed by dividing the NAVD 88
 GC0095.geopotential number by the normal gravity value computed on the
 GC0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0095.degrees latitude (g = 980.6199 gals.).
 GC0095
 GC0095.The modeled gravity was interpolated from observed gravity values.
 GC0095
 GC0095;                    North         East    Units  Estimated Accuracy
 GC0095;SPC TN       -   252,010.      579,120.      MT  (+/- 180 meters Scaled)
 GC0095
 GC0095                          SUPERSEDED SURVEY CONTROL
 GC0095
 GC0095  NGVD 29 (??/??/92)  263.217  (m)          863.57   (f) ADJ UNCH    2 0
 GC0095
 GC0095.Superseded values are not recommended for survey control.
 GC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0095.See file dsdata.txt to determine how the superseded data were derived.
 GC0095
 GC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF685512(NAD 83)
 GC0095_MARKER: DR = REFERENCE MARK DISK
 GC0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0095_STAMPING: SCOTT RM-2 1961
 GC0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0095+STABILITY: SURFACE MOTION
 GC0095
 GC0095  HISTORY     - Date     Condition        Report By
 GC0095  HISTORY     - 1961     MONUMENTED       TNHD
 GC0095
 GC0095                          STATION DESCRIPTION
 GC0095
 GC0095'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0095'4 MI NE FROM WESTMORELAND.
 GC0095'THIS MARK IS LOCATED AT THE SCOTT 1961 STATION SITE, 13 FEET
 GC0095'WEST OF A NORTH-SOUTH FENCE, 11 FEET NORTHEAST OF A 10-INCH
 GC0095'HICKORY TREE, 6 FEET SOUTHEAST OF A 6-INCH CEDAR TREE, AND
 GC0095'60.1 FEET WEST OF THE STATION.  THE MARK SET IN TOP OF A 10-INCH
 GC0095'SQUARE, CONCRETE POST THT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2253 ***********************************************************************
 EE2253  DESIGNATION -  SCRATCH
 EE2253  PID         -  EE2253
 EE2253  STATE/COUNTY-  TN/MARION
 EE2253  USGS QUAD   -  NEW HOME (1982)
 EE2253
 EE2253                         *CURRENT SURVEY CONTROL
 EE2253  ___________________________________________________________________
 EE2253* NAD 83(1995)-  34 59 33.89389(N)    085 31 20.36731(W)     ADJUSTED  
 EE2253* NAVD 88     -       441.3    (meters)    1448.     (feet)  VERTCON   
 EE2253  ___________________________________________________________________
 EE2253  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EE2253  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EE2253
 EE2253  HORZ ORDER  -  SECOND
 EE2253
 EE2253.The horizontal coordinates were established by classical geodetic methods
 EE2253.and adjusted by the National Geodetic Survey in April 1999..
 EE2253
 EE2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2253
 EE2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2253
 EE2253.The geoid height was determined by GEOID03.
 EE2253
 EE2253;                    North         East     Units Scale Factor Converg.
 EE2253;SPC TN       -    73,270.010   643,612.232   MT  1.00005535   +0 16 46.7
 EE2253;SPC TN       -   240,386.69  2,111,584.46   sFT  1.00005535   +0 16 46.7
 EE2253;SPC GA W     -   554,459.343   576,241.973   MT  1.00008871   -0 46 39.1
 EE2253;SPC GA W     - 1,819,088.69  1,890,553.87   sFT  1.00008871   -0 46 39.1
 EE2253;UTM  16      - 3,873,236.283   634,857.413   MT  0.99982414   +0 50 51.1
 EE2253
 EE2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2253!SPC TN       -   0.99993531  x   1.00005535  =   0.99999065
 EE2253!SPC GA W     -   0.99993531  x   1.00008871  =   1.00002401
 EE2253!UTM  16      -   0.99993531  x   0.99982414  =   0.99975946
 EE2253
 EE2253:                Primary Azimuth Mark                     Grid Az
 EE2253:SPC TN       -  SCRATCH AZ MK                            077 45 58.0
 EE2253:SPC GA W     -  SCRATCH AZ MK                            078 49 23.8
 EE2253:UTM  16      -  SCRATCH AZ MK                            077 11 53.6
 EE2253
 EE2253|---------------------------------------------------------------------|
 EE2253| PID    Reference Object                     Distance      Geod. Az  |
 EE2253|                                                           dddmmss.s |
 EE2253| CG7440 SCRATCH AZ MK                                      0780244.7 |
 EE2253| CG7442 SCRATCH RM 2                         20.218 METERS 08903     |
 EE2253| CG7441 SCRATCH RM 1                         20.385 METERS 35205     |
 EE2253|---------------------------------------------------------------------|
 EE2253
 EE2253                          SUPERSEDED SURVEY CONTROL
 EE2253
 EE2253  NAD 83(1995)-  34 59 33.89399(N)    085 31 20.36741(W) AD(       ) 2
 EE2253  NAD 83(1995)-  34 59 33.89443(N)    085 31 20.36917(W) AD(       ) 2
 EE2253  NAD 83(1995)-  34 59 33.89538(N)    085 31 20.36715(W) AD(       ) 2
 EE2253  NAD 83(1986)-  34 59 33.89577(N)    085 31 20.36700(W) AD(       ) 2
 EE2253  NAD 27      -  34 59 33.61970(N)    085 31 20.49970(W) AD(       ) 2
 EE2253  NGVD 29 (07/19/86)  441.3    (m)         1448.     (f) VERT ANG       
 EE2253
 EE2253.Superseded values are not recommended for survey control.
 EE2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2253.See file dsdata.txt to determine how the superseded data were derived.
 EE2253
 EE2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3485773236(NAD 83)
 EE2253_MARKER: DS = TRIANGULATION STATION DISK
 EE2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2253
 EE2253  HISTORY     - Date     Condition        Report By
 EE2253  HISTORY     - 1962     MONUMENTED       CGS
 EE2253
 EE2253                          STATION DESCRIPTION
 EE2253
 EE2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2253'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF HALETOWN, 1 MILE WEST
 EE2253'OF WHITESIDE ON SAND MOUNTAIN AND JUST TO THE NORTH OF SCRATCH ANKLE
 EE2253'HOLLOW AND ON THE NORTH EDGE OF A T.V.A. HIGH TENSION RIGHT OF
 EE2253'WAY.
 EE2253'
 EE2253'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 72, 64, 41
 EE2253'AND STATE ROUTE 134 IN HALETOWN, GO SOUTH ON STATE ROUTE 134 FOR 0.5
 EE2253'MILE TO THE JUNCTION OF STATE ROUTE 156, KEEP LEFT ON STATE ROUTE
 EE2253'134 FOR 2.95 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING A
 EE2253'CONCRETE BRIDGE, TURN RIGHT AND GO 0.95 MILE TO A FORK, TURN LEFT
 EE2253'AND GO 0.2 MILE TO A FORK, TAKE LEFT AND GO 0.25 MILE TO A FORK AT
 EE2253'THE TOP OF THE HILL, TURN RIGHT AND GO 0.65 MILE TO A FORK, TAKE
 EE2253'RIGHT AND GO 0.4 MILE TO A FORK, TAKE RIGHT AND GO 0.1 MILE TO
 EE2253'THE FIRST TVA HIGH LINE TOWER, TURN LEFT AND GO TO THE WEST SIDE OF
 EE2253'RIGHT OF WAY AND THE STATION.
 EE2253'
 EE2253'THE STATION IS 88 FEET NORTH OF THE NORTHEAST LEG OF TVA TOWER NO.
 EE2253'68, 22 FEET SOUTHEAST OF A 19-INCH BLAZED OAK TREE AND 3 FEET SOUTH
 EE2253'OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A
 EE2253'SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES AND IS STAMPED SCRATCH
 EE2253'1962.
 EE2253'
 EE2253'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EE2253'CONCRETE POST SET 3-INCHES ABOVE THE GROUND.  IT IS 25 FEET NORTH OF
 EE2253'AN 18-INCH OAK TREE WITH TRIANGLE BLAZE, IT IS STAMPED SCRATCH NO 1
 EE2253'1962.
 EE2253'
 EE2253'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EE2253'CONCRETE POST SET 3 INCHES ABOVE THE GROUND AND IS STAMPED SCRATCH
 EE2253'NO 2 1962.
 EE2253'
 EE2253'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 EE2253'POST WHICH PROJECTS 3 INCHES AND IS STAMPED SCRATCH 1962.  IT IS 72
 EE2253'FEET SOUTHEAST OF THE SOUTHEAST LEG OF TVA TOWER NO. 67, 15 FEET
 EE2253'NORTH OF A 7 INCH HICKORY TREE AND 2.5 FEET WEST OF A METAL WITNESS
 EE2253'POST.
 EE2253'
 EE2253'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW TVA RIGHT OF WAY
 EE2253'NORTHEAST FOR 0.25 TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2221 ***********************************************************************
 GC2221  DESIGNATION -  SE OF NASHVILLE LARGE TANK
 GC2221  PID         -  GC2221
 GC2221  STATE/COUNTY-  TN/DAVIDSON
 GC2221  USGS QUAD   -  ANTIOCH (1983)
 GC2221
 GC2221                         *CURRENT SURVEY CONTROL
 GC2221  ___________________________________________________________________
 GC2221* NAD 83(1995)-  36 06 06.10498(N)    086 44 40.28505(W)     ADJUSTED  
 GC2221* NAVD 88     -                                                        
 GC2221  ___________________________________________________________________
 GC2221  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2221  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2221
 GC2221  HORZ ORDER  -  THIRD
 GC2221
 GC2221.The horizontal coordinates were established by classical geodetic methods
 GC2221.and adjusted by the National Geodetic Survey in April 1999..
 GC2221
 GC2221
 GC2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2221
 GC2221.The geoid height was determined by GEOID03.
 GC2221
 GC2221;                    North         East     Units Scale Factor Converg.
 GC2221;SPC TN       -   196,454.106   532,960.674   MT  0.99995927   -0 26 09.1
 GC2221;SPC TN       -   644,533.18  1,748,555.14   sFT  0.99995927   -0 26 09.1
 GC2221;UTM  16      - 3,995,258.311   522,995.903   MT  0.99960652   +0 09 01.9
 GC2221
 GC2221                          SUPERSEDED SURVEY CONTROL
 GC2221
 GC2221  NAD 83(1995)-  36 06 06.10706(N)    086 44 40.28709(W) AD(       ) 4
 GC2221  NAD 83(1995)-  36 06 06.10892(N)    086 44 40.28647(W) AD(       ) 4
 GC2221  NAD 83(1986)-  36 06 06.11524(N)    086 44 40.28824(W) AD(       ) 4
 GC2221  NAD 27      -  36 06 05.91000(N)    086 44 40.30000(W) AD(       ) 3
 GC2221
 GC2221.Superseded values are not recommended for survey control.
 GC2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2221.See file dsdata.txt to determine how the superseded data were derived.
 GC2221
 GC2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2299695258(NAD 83)
 GC2221_MARKER: 51 = TANK
 GC2221
 GC2221  HISTORY     - Date     Condition        Report By
 GC2221  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2221  HISTORY     - 1949     GOOD             AMS
 GC2221  HISTORY     - 1953     MARK NOT FOUND   CGS
 GC2221
 GC2221                          STATION DESCRIPTION
 GC2221
 GC2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2221'LARGE SILVER WATER TANK, ABOUT 5 MILES SOUTHEAST OF STATE CAPITOL,
 GC2221'ABOUT 5 MILES NORTHEAST OF BRENTWOOD, ABOUT 4 MILES WEST OF CENTRAL
 GC2221'STATE HOSPITAL, EAST OF RAILROAD YARDS OF LOUISVILLE AND NASHVILLE
 GC2221'RAILROAD, AND WEST OF INTERSECTION OF ANTIOCH PIKE WITH NOLENSVILLE
 GC2221'PIKE (STATE ROUTE 11).
 GC2221
 GC2221                          STATION RECOVERY (1949)
 GC2221
 GC2221'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2221'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2221'
 GC2221'STATION IS LOCATED SE OF NASHVILLE, ABOUT 5 MILES SE OF THE STATE
 GC2221'CAPITOL, ABOUT 5 MILES NE OF BRENTWOOD, ABOUT 4 MILES W OF THE
 GC2221'CENTRAL STATE HOSPITAL, E OF THE LOUISVILLE AND NASHVILLE RAILROAD
 GC2221'YARDS, AND W OF THE INTERSECTION OF ANTIOCH PIKE WITH NOLENSVILLE
 GC2221'PIKE (STATE HIGHWAY 11).
 GC2221'
 GC2221'THIS IS AN INTERSECTION STATION.
 GC2221
 GC2221                          STATION RECOVERY (1953)
 GC2221
 GC2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2221'THIS TANK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT IS BELIEVED
 GC2221'THAT THIS TANK WAS DISMANTLED IN 1949 AND REPLACED BY ANOTHER TANK
 GC2221'IN APPROXIMATELY THE SAME POSITION.  STATION SHOULD BE CONSIDERED
 GC2221'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2386 ***********************************************************************
 GB2386  DESIGNATION -  SEAHORN LOOKOUT TOWER
 GB2386  PID         -  GB2386
 GB2386  STATE/COUNTY-  TN/OVERTON
 GB2386  USGS QUAD   -  OBEY CITY (1974)
 GB2386
 GB2386                         *CURRENT SURVEY CONTROL
 GB2386  ___________________________________________________________________
 GB2386* NAD 83(1995)-  36 11 57.93708(N)    085 14 20.95234(W)     ADJUSTED  
 GB2386* NAVD 88     -                                                        
 GB2386  ___________________________________________________________________
 GB2386  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 GB2386  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB2386
 GB2386  HORZ ORDER  -  THIRD
 GB2386
 GB2386.The horizontal coordinates were established by classical geodetic methods
 GB2386.and adjusted by the National Geodetic Survey in April 1999..
 GB2386
 GB2386
 GB2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2386
 GB2386.The geoid height was determined by GEOID03.
 GB2386
 GB2386;                    North         East     Units Scale Factor Converg.
 GB2386;SPC TN       -   207,309.112   668,424.765   MT  0.99996867   +0 26 43.5
 GB2386;SPC TN       -   680,146.64  2,192,990.25   sFT  0.99996867   +0 26 43.5
 GB2386;UTM  16      - 4,007,505.141   658,307.989   MT  0.99990879   +1 02 24.6
 GB2386
 GB2386                          SUPERSEDED SURVEY CONTROL
 GB2386
 GB2386  NAD 83(1995)-  36 11 57.93997(N)    085 14 20.95482(W) AD(       ) 4
 GB2386  NAD 83(1995)-  36 11 57.94306(N)    085 14 20.95474(W) AD(       ) 4
 GB2386  NAD 83(1986)-  36 11 57.95085(N)    085 14 20.95537(W) AD(       ) 4
 GB2386  NAD 27      -  36 11 57.73000(N)    085 14 21.07000(W) AD(       ) 3
 GB2386
 GB2386.Superseded values are not recommended for survey control.
 GB2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2386.See file dsdata.txt to determine how the superseded data were derived.
 GB2386
 GB2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5830807505(NAD 83)
 GB2386_MARKER: 57 = LOOKOUT TOWER
 GB2386
 GB2386  HISTORY     - Date     Condition        Report By
 GB2386  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2386
 GB2386                          STATION DESCRIPTION
 GB2386
 GB2386'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1976 ***********************************************************************
 FF1976  DESIGNATION -  SEARS
 FF1976  PID         -  FF1976
 FF1976  STATE/COUNTY-  TN/SHELBY
 FF1976  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1976
 FF1976                         *CURRENT SURVEY CONTROL
 FF1976  ___________________________________________________________________
 FF1976* NAD 83(1995)-  35 09 09.45863(N)    090 00 48.48290(W)     ADJUSTED  
 FF1976* NAVD 88     -       122.2    (meters)     401.     (feet)  VERTCON   
 FF1976  ___________________________________________________________________
 FF1976  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF1976  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1976
 FF1976  HORZ ORDER  -  THIRD
 FF1976
 FF1976.The horizontal coordinates were established by classical geodetic methods
 FF1976.and adjusted by the National Geodetic Survey in April 1999..
 FF1976
 FF1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1976
 FF1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1976
 FF1976.The geoid height was determined by GEOID03.
 FF1976
 FF1976;                    North         East     Units Scale Factor Converg.
 FF1976;SPC TN       -    98,399.111   234,395.209   MT  1.00001861   -2 20 58.7
 FF1976;SPC TN       -   322,831.08    769,011.61   sFT  1.00001861   -2 20 58.7
 FF1976;SPC AR N     -    92,719.606   580,990.768   MT  0.99996413   +1 09 21.5
 FF1976;SPC AR N     -   304,197.57  1,906,133.88   sFT  0.99996413   +1 09 21.5
 FF1976;UTM  15      - 3,894,053.695   772,060.881   MT  1.00051230   +1 43 14.1
 FF1976;UTM  16      - 3,894,127.755   225,484.691   MT  1.00052884   -1 44 10.0
 FF1976
 FF1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1976!SPC TN       -   0.99998510  x   1.00001861  =   1.00000371
 FF1976!SPC AR N     -   0.99998510  x   0.99996413  =   0.99994923
 FF1976!UTM  15      -   0.99998510  x   1.00051230  =   1.00049739
 FF1976!UTM  16      -   0.99998510  x   1.00052884  =   1.00051393
 FF1976
 FF1976:                Primary Azimuth Mark                     Grid Az
 FF1976:SPC TN       -  TS O 1                                   088 35 20.3
 FF1976:SPC AR N     -  TS O 1                                   085 05 00.1
 FF1976:UTM  15      -  TS O 1                                   084 31 07.5
 FF1976:UTM  16      -  TS O 1                                   087 58 31.6
 FF1976
 FF1976|---------------------------------------------------------------------|
 FF1976| PID    Reference Object                     Distance      Geod. Az  |
 FF1976|                                                           dddmmss.s |
 FF1976| FF0506 TS O 1                              APPROX. 0.9 KM 0861421.6 |
 FF1976| CI5494 SEARS RM 1                            6.512 METERS 08754     |
 FF1976| CI5495 SEARS RM 2                            6.907 METERS 15009     |
 FF1976|---------------------------------------------------------------------|
 FF1976
 FF1976                          SUPERSEDED SURVEY CONTROL
 FF1976
 FF1976  NAD 83(1995)-  35 09 09.46101(N)    090 00 48.48245(W) AD(       ) 3
 FF1976  NAD 83(1995)-  35 09 09.46422(N)    090 00 48.48242(W) AD(       ) 3
 FF1976  NAD 83(1986)-  35 09 09.46899(N)    090 00 48.48405(W) AD(       ) 3
 FF1976  NAD 27      -  35 09 09.14560(N)    090 00 48.15820(W) AD(       ) 3
 FF1976  NGVD 29 (07/19/86)  122.2    (m)          401.     (f) VERT ANG       
 FF1976
 FF1976.Superseded values are not recommended for survey control.
 FF1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1976.See file dsdata.txt to determine how the superseded data were derived.
 FF1976
 FF1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7206194054(NAD 83)
 FF1976_MARKER: DS = TRIANGULATION STATION DISK
 FF1976_SETTING: 0 = UNSPECIFIED SETTING
 FF1976
 FF1976  HISTORY     - Date     Condition        Report By
 FF1976  HISTORY     - 1959     MONUMENTED       CGS
 FF1976
 FF1976                          STATION DESCRIPTION
 FF1976
 FF1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1976'THE STATION IS LOCATED ON THE ROOF OF THE NORTHWEST PENTHOUSE
 FF1976'OF THE SEARS, ROEBUCK AND COMPANY BUILDING, WHICH IS IN THE
 FF1976'NORTHWEST DISTRICT OF MEMPHIS, AT THE INTERSECTION OF WATKINS
 FF1976'STREET AND NORTH PARKWAY.
 FF1976'
 FF1976'THE STATION IS 3 FEET EAST OF THE WEST EDGE OF A BRICK AND
 FF1976'CONCRETE RAIL AND 3 FEET SOUTH OF THE NORTH EDGE OF A BRICK
 FF1976'AND CONCRETE RAIL.  THE MARK IS A STANDARD STATION DISK
 FF1976'CEMENTED IN A DRILL HOLE, FLUSH WITH THE SURFACE OF THE
 FF1976'CONCRETE ROOF.  THE DISK IS STAMPED SEARS 1959.
 FF1976'
 FF1976'REFERENCE MARK NO. 1 IS 4 FEET WEST OF THE NORTH EDGE OF A
 FF1976'BRICK AND CONCRETE RAIL.  THE MARK IS A STANDARD REFERENCE
 FF1976'DISK CEMENTED IN A DRILL HOLE, FLUSH WITH THE SURFACE OF
 FF1976'THE RAIL.  THE RAIL PROJECTS ABOUT 3 FEET ABOVE THE ROOF
 FF1976'AT THIS POINT.  THE DISK IS STAMPED SEARS NO 1 1959.
 FF1976'
 FF1976'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE EAST EDGE OF
 FF1976'A BRICK AND CONCRETE RAIL.  THE MARK IS A STANDARD REFERENCE
 FF1976'DISK CEMENTED IN A DRILL HOLE, FLUSH WITH THE SURFACE OF THE
 FF1976'RAIL.  THE RAIL PROJECTS ABOUT 2 FEET ABOVE THE ROOF AT THIS
 FF1976'POINT.  THE DISK IS STAMPED SEARS NO 2 1959.
 FF1976'
 FF1976'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2161 ***********************************************************************
 GC2161  DESIGNATION -  SEAY 2
 GC2161  PID         -  GC2161
 GC2161  STATE/COUNTY-  TN/WILSON
 GC2161  USGS QUAD   -  LEBANON (1983)
 GC2161
 GC2161                         *CURRENT SURVEY CONTROL
 GC2161  ___________________________________________________________________
 GC2161* NAD 83(1995)-  36 12 16.72494(N)    086 22 27.03234(W)     ADJUSTED  
 GC2161* NAVD 88     -       296.6    (meters)     973.     (feet)  VERTCON   
 GC2161  ___________________________________________________________________
 GC2161  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2161  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2161
 GC2161  HORZ ORDER  -  SECOND
 GC2161
 GC2161.The horizontal coordinates were established by classical geodetic methods
 GC2161.and adjusted by the National Geodetic Survey in April 1999..
 GC2161
 GC2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2161
 GC2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2161
 GC2161.The geoid height was determined by GEOID03.
 GC2161
 GC2161;                    North         East     Units Scale Factor Converg.
 GC2161;SPC TN       -   207,686.540   566,351.439   MT  0.99996926   -0 13 08.6
 GC2161;SPC TN       -   681,384.92  1,858,104.68   sFT  0.99996926   -0 13 08.6
 GC2161;UTM  16      - 4,006,828.540   556,258.314   MT  0.99963900   +0 22 10.8
 GC2161
 GC2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2161!SPC TN       -   0.99995802  x   0.99996926  =   0.99992728
 GC2161!UTM  16      -   0.99995802  x   0.99963900  =   0.99959703
 GC2161
 GC2161:                Primary Azimuth Mark                     Grid Az
 GC2161:SPC TN       -  LEBANON MUNICIPAL TANK                   066 19 43.9
 GC2161:UTM  16      -  LEBANON MUNICIPAL TANK                   065 44 24.5
 GC2161
 GC2161|---------------------------------------------------------------------|
 GC2161| PID    Reference Object                     Distance      Geod. Az  |
 GC2161|                                                           dddmmss.s |
 GC2161| GC2155 LEBANON MUNICIPAL TANK              APPROX. 5.3 KM 0660635.3 |
 GC2161| CG7443 SEAY AZ MK                                         0890050.9 |
 GC2161| GC2717 LEBANON                             APPROX. 6.7 KM 0900246.0 |
 GC2161| CG7444 SEAY RM 1                            17.239 METERS 15531     |
 GC2161| GC2164 LEEVILLE TX E PLINE MICROWAVE       APPROX. 5.7 KM 1851816.1 |
 GC2161| GC2162 SEAY RM 2                            26.114 METERS 24344     |
 GC2161| CG7445 SEAY 2 RM 3                           8.733 METERS 29333     |
 GC2161| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.12.5 KM 3485245.4 |
 GC2161|---------------------------------------------------------------------|
 GC2161
 GC2161                          SUPERSEDED SURVEY CONTROL
 GC2161
 GC2161  NAD 83(1995)-  36 12 16.72781(N)    086 22 27.03457(W) AD(       ) 2
 GC2161  NAD 83(1995)-  36 12 16.73005(N)    086 22 27.03612(W) AD(       ) 2
 GC2161  NAD 83(1986)-  36 12 16.73590(N)    086 22 27.03454(W) AD(       ) 2
 GC2161  NAD 27      -  36 12 16.53910(N)    086 22 27.06360(W) AD(       ) 2
 GC2161  NGVD 29 (07/19/86)  296.7    (m)          973.     (f) VERT ANG       
 GC2161
 GC2161.Superseded values are not recommended for survey control.
 GC2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2161.See file dsdata.txt to determine how the superseded data were derived.
 GC2161
 GC2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5625806829(NAD 83)
 GC2161_MARKER: DS = TRIANGULATION STATION DISK
 GC2161_SETTING: 66 = SET IN ROCK OUTCROP
 GC2161_STAMPING: SEAY 2 1960
 GC2161_MARK LOGO: CGS   
 GC2161
 GC2161  HISTORY     - Date     Condition        Report By
 GC2161  HISTORY     - 1960     MONUMENTED       CGS
 GC2161
 GC2161                          STATION DESCRIPTION
 GC2161
 GC2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2161'THE STATION IS LOCATED ABOUT 4 MILES WEST OF LEBANON, ABOUT 2-1/2
 GC2161'MILES EAST OF LEEVILLE, 2 MILES SOUTH OF HORN SPRINGS, AND ON A HIGH
 GC2161'HILL LOCALLY KNOWN AS HICKORY RIDGE.  THE HILL TOP IS CLEARED AND
 GC2161'MOSTLY BEDROCK.
 GC2161'
 GC2161'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO WEST, ON U.S.
 GC2161'HIGHWAY 70N FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 GC2161'SOUTH, ON A HARD SURFACE ROAD AND GO 1.2 MILES TO A T-ROAD. TURN
 GC2161'RIGHT, WEST, ON A NARROW GRAVELED ROAD AND GO 1.6 MILES TO THE
 GC2161'CREST OF GRADE, AT WIRE GAP ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 GC2161'WIRE GAP AND FOLLOW TRACK ROAD NORTH FOR 0.2 MILE TO A WIRE FENCE.
 GC2161'PASS OVER WIRE FENCE AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 GC2161'RIGHT.  THEN BEAR LEFT, WEST, AND GO 0.1 MILE TO THE SUMMIT AND THE
 GC2161'STATION.
 GC2161'
 GC2161'THE STATION MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 GC2161'OUTCROPPING BEDROCK, STAMPED SEAY 2 1960, AND SET FLUSH.  IT IS
 GC2161'5 FEET SOUTHEAST OF A 4-FOOT HIGH CAIRN.
 GC2161'
 GC2161'REFERENCE MARK NO. 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 GC2161'OUTCROPPING BEDROCK, STAMPED SEAY NO 1 1880 1930, AND SET FLUSH.
 GC2161'IT IS 62 FEET SOUTHEAST OF A 4-FOOT HIGH CAIRN.
 GC2161'
 GC2161'REFERENCE MARK NO. 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 GC2161'OUTCROPPING BEDROCK, STAMPED SEAY NO 11 1880 1930, AND SET FLUSH.
 GC2161'IT IS 84 FEET SOUTHWEST OF A 4-FOOT HIGH CAIRN.
 GC2161'
 GC2161'REFERENCE MARK NO. 3 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 GC2161'OUTCROPPING BEDROCK, STAMPED SEAY 2 NO 3 1960, AND SET FLUSH.  IT IS
 GC2161'24 FEET WEST OF A 4-FOOT HIGH CAIRN AND 1 FOOT EAST OF A SMALL CAIRN.
 GC2161'
 GC2161'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, CEMENTED IN A DRILL
 GC2161'HOLE IN A BOULDER, STAMPED SEAY AZI 1934, AND SET FLUSH.  IT IS
 GC2161'1.1 FEET NORTHWEST OF A WITNESS SIGN.
 GC2161'
 GC2161'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2097 ***********************************************************************
 GA2097  DESIGNATION -  SEEHORN
 GA2097  PID         -  GA2097
 GA2097  STATE/COUNTY-  TN/JEFFERSON
 GA2097  USGS QUAD   -  WHITE PINE (1961)
 GA2097
 GA2097                         *CURRENT SURVEY CONTROL
 GA2097  ___________________________________________________________________
 GA2097* NAD 83(1995)-  36 00 59.75626(N)    083 17 47.33930(W)     ADJUSTED  
 GA2097* NAVD 88     -       334.113  (meters)    1096.17   (feet)  ADJUSTED  
 GA2097  ___________________________________________________________________
 GA2097  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GA2097  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2097  DYNAMIC HT  -         333.800 (meters)    1095.14  (feet)  COMP
 GA2097  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GA2097
 GA2097  HORZ ORDER  -  SECOND
 GA2097  VERT ORDER  -  SECOND    CLASS 0
 GA2097
 GA2097.The horizontal coordinates were established by classical geodetic methods
 GA2097.and adjusted by the National Geodetic Survey in April 1999..
 GA2097
 GA2097.The orthometric height was determined by differential leveling
 GA2097.and adjusted by the National Geodetic Survey in June 1991..
 GA2097
 GA2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2097
 GA2097.The geoid height was determined by GEOID03.
 GA2097
 GA2097.The dynamic height is computed by dividing the NAVD 88
 GA2097.geopotential number by the normal gravity value computed on the
 GA2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2097.degrees latitude (g = 980.6199 gals.).
 GA2097
 GA2097.The modeled gravity was interpolated from observed gravity values.
 GA2097
 GA2097;                    North         East     Units Scale Factor Converg.
 GA2097;SPC TN       -   190,122.903   843,665.623   MT  0.99995346   +1 34 57.9
 GA2097;SPC TN       -   623,761.56  2,767,926.30   sFT  0.99995346   +1 34 57.9
 GA2097;UTM  17      - 3,988,229.042   293,049.575   MT  1.00012775   -1 21 03.1
 GA2097
 GA2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2097!SPC TN       -   0.99995242  x   0.99995346  =   0.99990588
 GA2097!UTM  17      -   0.99995242  x   1.00012775  =   1.00008016
 GA2097
 GA2097|---------------------------------------------------------------------|
 GA2097| PID    Reference Object                     Distance      Geod. Az  |
 GA2097|                                                           dddmmss.s |
 GA2097| GA2096 SEEHORN RM 1                          8.889 METERS 16527     |
 GA2097| GA2012 FRENCH                              APPROX. 5.0 KM 3070048.4 |
 GA2097| GA2098 SEEHORN RM 2                          8.925 METERS 33744     |
 GA2097| GA2095 SEEHORN AZ MK                                      3462248.6 |
 GA2097|---------------------------------------------------------------------|
 GA2097
 GA2097                          SUPERSEDED SURVEY CONTROL
 GA2097
 GA2097  NAD 83(1995)-  36 00 59.76139(N)    083 17 47.34265(W) AD(       ) 2
 GA2097  NAD 83(1995)-  36 00 59.76208(N)    083 17 47.34280(W) AD(       ) 2
 GA2097  NAD 83(1995)-  36 00 59.76174(N)    083 17 47.34270(W) AD(       ) 2
 GA2097  NAD 83(1986)-  36 00 59.76647(N)    083 17 47.34252(W) AD(       ) 2
 GA2097  NAD 27      -  36 00 59.42650(N)    083 17 47.75450(W) AD(       ) 2
 GA2097  NGVD 29 (??/??/92)  334.271  (m)         1096.69   (f) ADJ UNCH    2 0
 GA2097
 GA2097.Superseded values are not recommended for survey control.
 GA2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2097.See file dsdata.txt to determine how the superseded data were derived.
 GA2097
 GA2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9305088229(NAD 83)
 GA2097_MARKER: DS = TRIANGULATION STATION DISK
 GA2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2097_STAMPING: SEEHORN 1961
 GA2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2097+STABILITY: SURFACE MOTION
 GA2097
 GA2097  HISTORY     - Date     Condition        Report By
 GA2097  HISTORY     - 1961     MONUMENTED       CGS
 GA2097  HISTORY     - 1961     GOOD             CGS
 GA2097
 GA2097                          STATION DESCRIPTION
 GA2097
 GA2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2097'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF NEWPORT, ABOUT
 GA2097'6-1/2 MILES EAST OF
 GA2097'DANDRIDGE, ABOUT 2-1/2 MILES SOUTHEAST OF BRIDGE OVER THE
 GA2097'FRENCH BROAD RIVER AND IS
 GA2097'ON THE WEST RIGHT-OF-WAY ON TOP OF HIGHWAY
 GA2097'CUT.
 GA2097'
 GA2097'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE FRENCH
 GA2097'BROAD RIVER, GO SOUTH ON
 GA2097'U.  S.  HIGHWAY 70 FOR 1.8 MILE TO A SIDE ROAD
 GA2097'LEFT, TURN LEFT AND GO 0.5 MILE TO
 GA2097'OVERPASS ON THE INTERSTATE HIGHWAY
 GA2097'WHICH IS NOW UNDER CONSTRUCTION, TURN RIGHT AND GO
 GA2097'SOUTHERLY ON THE
 GA2097'WEST TRAFFIC LANE FOR 0.85 MILE TO AZIMUTH MARK ON THE LEFT, CONTINUE
 GA2097'STRAIGHT AHEAD
 GA2097'0.15 MILE TO STATION ON THE RIGHT.
 GA2097'
 GA2097'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED SEEHORN 1961,
 GA2097'SET IN A SQUARE CONCRETE
 GA2097'MONUMENT WHICH IS FLUSH.  IT IS 15 FEET WEST OF THE
 GA2097'WESTERN RIGHT-OF-WAY OF HIGHWAY
 GA2097'CUT, 2.6 FEET EAST OF THE INTERSTATE
 GA2097'HIGHWAY RIGHT-OF-WAY FENCE AND 2.3 FEET SOUTHEAST
 GA2097'OF A WITNESS SIGN.
 GA2097'
 GA2097'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SEEHORN NO. 1 1961,
 GA2097'SET IN A SQUARE CONCRETE
 GA2097'MONUMENT WHICH IS FLUSH.  IT IS 31.6 FEET SOUTHEAST
 GA2097'OF A WITNESS SIGN, 15 FEET WEST OF
 GA2097'THE WESTERN RIGHT-OF-WAY OF
 GA2097'HIGHWAY CUT AND 0.6 FEET EAST OF THE INTERSTATE
 GA2097'HIGHWAY RIGHT-OF-WAY
 GA2097'FENCE.
 GA2097'
 GA2097'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SEEHORN NO. 2 1961,
 GA2097'SET IN A SQUARE CONCRETE
 GA2097'MONUMENT WHICH IS FLUSH.  IT IS 26.7 FEET NORTHWEST
 GA2097'OF A WITNESS SIGN, 16 FEET WEST OF
 GA2097'THE WESTERN RIGHT-OF-WAY OF
 GA2097'HIGHWAY CUT AND ABOUT 1 FOOT LOWER THAN STATION.
 GA2097'
 GA2097'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SEEHORN 1961, IS
 GA2097'CEMENTED IN A DRILLED
 GA2097'HOLE IN A CONCRETE FRENCH DRAIN WHICH IS 5.4 FEET SQUARE AND
 GA2097'PROJECTS 12 INCHES, IS 47
 GA2097'FEET EAST OF THE CENTER OF THE SOUTHERN
 GA2097'BOUND TRAFFIC LANES, 39 FEET WEST OF THE
 GA2097'CENTER OF THE NORTHERN BOUND
 GA2097'TRAFFIC LANES AND 1.1 FEET NORTH OF A WITNESS SIGN.
 GA2097'
 GA2097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2097
 GA2097                          STATION RECOVERY (1961)
 GA2097
 GA2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2097'8.6 MI NW FROM NEWPORT.
 GA2097'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2097'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 4.05 MILES
 GA2097'NORTHWEST ON INTERSTATE HIGHWAY 40 TO A SMALL CUT AND THE STATION
 GA2097'LOCATED AT THE CREST OF THE CUT ON THE WEST SIDE OF THE HIGHWAY.
 GA2097'THE STATION MARK IS 2.6 FT. EAST OF THE RIGHT-OF-WAY FENCE AND 2.3
 GA2097'FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA2097'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 25 FT. ABOVE THE
 GA2097'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2095 ***********************************************************************
 GA2095  DESIGNATION -  SEEHORN AZ MK
 GA2095  PID         -  GA2095
 GA2095  STATE/COUNTY-  TN/JEFFERSON
 GA2095  USGS QUAD   -  WHITE PINE (1961)
 GA2095
 GA2095                         *CURRENT SURVEY CONTROL
 GA2095  ___________________________________________________________________
 GA2095* NAD 83(1986)-  36 01 09.     (N)    083 17 51.     (W)     SCALED    
 GA2095* NAVD 88     -       325.734  (meters)    1068.68   (feet)  ADJUSTED  
 GA2095  ___________________________________________________________________
 GA2095  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2095  DYNAMIC HT  -         325.429 (meters)    1067.68  (feet)  COMP
 GA2095  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GA2095
 GA2095  VERT ORDER  -  SECOND    CLASS 0
 GA2095
 GA2095.The horizontal coordinates were scaled from a topographic map and have
 GA2095.an estimated accuracy of +/- 6 seconds.
 GA2095
 GA2095.The orthometric height was determined by differential leveling
 GA2095.and adjusted by the National Geodetic Survey in June 1991..
 GA2095
 GA2095.The geoid height was determined by GEOID03.
 GA2095
 GA2095.The dynamic height is computed by dividing the NAVD 88
 GA2095.geopotential number by the normal gravity value computed on the
 GA2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2095.degrees latitude (g = 980.6199 gals.).
 GA2095
 GA2095.The modeled gravity was interpolated from observed gravity values.
 GA2095
 GA2095;                    North         East    Units  Estimated Accuracy
 GA2095;SPC TN       -   190,410.      843,570.      MT  (+/- 180 meters Scaled)
 GA2095
 GA2095                          SUPERSEDED SURVEY CONTROL
 GA2095
 GA2095  NGVD 29 (??/??/92)  325.893  (m)         1069.20   (f) ADJ UNCH    2 0
 GA2095
 GA2095.Superseded values are not recommended for survey control.
 GA2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2095.See file dsdata.txt to determine how the superseded data were derived.
 GA2095
 GA2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV929885(NAD 83)
 GA2095_MARKER: DZ = AZIMUTH MARK DISK
 GA2095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2095_SP_SET: CULVERT
 GA2095_STAMPING: SEEHORN 1961
 GA2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2095
 GA2095  HISTORY     - Date     Condition        Report By
 GA2095  HISTORY     - 1961     MONUMENTED       CGS
 GA2095
 GA2095                          STATION DESCRIPTION
 GA2095
 GA2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2095'8.8 MI NW FROM NEWPORT.
 GA2095'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2095'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 4.25 MILES
 GA2095'NORTHWEST ON INTERSTATE HIGHWAY 40.  THE AZIMUTH MARK DISK IS
 GA2095'DRILLED IN TOP OF A SQUARE CONCRETE CULVERT DRAIN BETWEEN THE TWO
 GA2095'TRAFFIC LANES AND IS 1.1 FT. NORTH OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2096 ***********************************************************************
 GA2096  DESIGNATION -  SEEHORN RM 1
 GA2096  PID         -  GA2096
 GA2096  STATE/COUNTY-  TN/JEFFERSON
 GA2096  USGS QUAD   -  WHITE PINE (1961)
 GA2096
 GA2096                         *CURRENT SURVEY CONTROL
 GA2096  ___________________________________________________________________
 GA2096* NAD 83(1986)-  36 00 59.     (N)    083 17 47.     (W)     SCALED    
 GA2096* NAVD 88     -       334.353  (meters)    1096.96   (feet)  ADJUSTED  
 GA2096  ___________________________________________________________________
 GA2096  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2096  DYNAMIC HT  -         334.040 (meters)    1095.93  (feet)  COMP
 GA2096  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GA2096
 GA2096  VERT ORDER  -  SECOND    CLASS 0
 GA2096
 GA2096.The horizontal coordinates were scaled from a topographic map and have
 GA2096.an estimated accuracy of +/- 6 seconds.
 GA2096
 GA2096.The orthometric height was determined by differential leveling
 GA2096.and adjusted by the National Geodetic Survey in June 1991..
 GA2096
 GA2096.The geoid height was determined by GEOID03.
 GA2096
 GA2096.The dynamic height is computed by dividing the NAVD 88
 GA2096.geopotential number by the normal gravity value computed on the
 GA2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2096.degrees latitude (g = 980.6199 gals.).
 GA2096
 GA2096.The modeled gravity was interpolated from observed gravity values.
 GA2096
 GA2096;                    North         East    Units  Estimated Accuracy
 GA2096;SPC TN       -   190,100.      843,680.      MT  (+/- 180 meters Scaled)
 GA2096
 GA2096                          SUPERSEDED SURVEY CONTROL
 GA2096
 GA2096  NGVD 29 (??/??/92)  334.512  (m)         1097.48   (f) ADJ UNCH    2 0
 GA2096
 GA2096.Superseded values are not recommended for survey control.
 GA2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2096.See file dsdata.txt to determine how the superseded data were derived.
 GA2096
 GA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV930882(NAD 83)
 GA2096_MARKER: DR = REFERENCE MARK DISK
 GA2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2096_STAMPING: SEEHORN NO 1 1961
 GA2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2096+STABILITY: SURFACE MOTION
 GA2096
 GA2096  HISTORY     - Date     Condition        Report By
 GA2096  HISTORY     - 1961     MONUMENTED       CGS
 GA2096
 GA2096                          STATION DESCRIPTION
 GA2096
 GA2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2096'8.6 MI NW FROM NEWPORT.
 GA2096'THIS MARK IS LOCATED AT THE SEEHORN 1961 STATION SITE, 29.2 FT.
 GA2096'SOUTH OF THE STATION MARK, 31.6 FT. SOUTHEAST OF A WITNESS SIGN,
 GA2096'AND 0.6 FT. EAST OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN
 GA2096'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 25 FT.
 GA2096'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- FOR DESCR SEE STATION
 GA2096'SEEHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2098 ***********************************************************************
 GA2098  DESIGNATION -  SEEHORN RM 2
 GA2098  PID         -  GA2098
 GA2098  STATE/COUNTY-  TN/JEFFERSON
 GA2098  USGS QUAD   -  WHITE PINE (1961)
 GA2098
 GA2098                         *CURRENT SURVEY CONTROL
 GA2098  ___________________________________________________________________
 GA2098* NAD 83(1986)-  36 00 59.     (N)    083 17 47.     (W)     SCALED    
 GA2098* NAVD 88     -       333.721  (meters)    1094.88   (feet)  ADJUSTED  
 GA2098  ___________________________________________________________________
 GA2098  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2098  DYNAMIC HT  -         333.408 (meters)    1093.86  (feet)  COMP
 GA2098  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GA2098
 GA2098  VERT ORDER  -  SECOND    CLASS 0
 GA2098
 GA2098.The horizontal coordinates were scaled from a topographic map and have
 GA2098.an estimated accuracy of +/- 6 seconds.
 GA2098
 GA2098.The orthometric height was determined by differential leveling
 GA2098.and adjusted by the National Geodetic Survey in June 1991..
 GA2098
 GA2098.The geoid height was determined by GEOID03.
 GA2098
 GA2098.The dynamic height is computed by dividing the NAVD 88
 GA2098.geopotential number by the normal gravity value computed on the
 GA2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2098.degrees latitude (g = 980.6199 gals.).
 GA2098
 GA2098.The modeled gravity was interpolated from observed gravity values.
 GA2098
 GA2098;                    North         East    Units  Estimated Accuracy
 GA2098;SPC TN       -   190,100.      843,680.      MT  (+/- 180 meters Scaled)
 GA2098
 GA2098                          SUPERSEDED SURVEY CONTROL
 GA2098
 GA2098  NGVD 29 (??/??/92)  333.879  (m)         1095.40   (f) ADJ UNCH    2 0
 GA2098
 GA2098.Superseded values are not recommended for survey control.
 GA2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2098.See file dsdata.txt to determine how the superseded data were derived.
 GA2098
 GA2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV930882(NAD 83)
 GA2098_MARKER: DR = REFERENCE MARK DISK
 GA2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2098_STAMPING: SEEHORN NO 2 1961
 GA2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2098+STABILITY: SURFACE MOTION
 GA2098
 GA2098  HISTORY     - Date     Condition        Report By
 GA2098  HISTORY     - 1961     MONUMENTED       CGS
 GA2098
 GA2098                          STATION DESCRIPTION
 GA2098
 GA2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2098'8.6 MI NW FROM NEWPORT.
 GA2098'THIS MARK IS LOCATED AT THE SEEHORN 1961 STATION SITE, 29.3 FT.
 GA2098'NORTHWEST OF THE STATION MARK, 26.7 FT. NORTHWEST OF A WITNESS
 GA2098'SIGN AND 1 FT. EAST OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN
 GA2098'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 25 FT.
 GA2098'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- FOR DESCR SEE STATION
 GA2098'SEEHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1056 ***********************************************************************
 FC1056  DESIGNATION -  SELLS
 FC1056  PID         -  FC1056
 FC1056  STATE/COUNTY-  TN/CUMBERLAND
 FC1056  USGS QUAD   -  CROSSVILLE (1982)
 FC1056
 FC1056                         *CURRENT SURVEY CONTROL
 FC1056  ___________________________________________________________________
 FC1056* NAD 83(1995)-  35 59 32.18377(N)    085 02 23.27440(W)     ADJUSTED  
 FC1056* NAVD 88     -       550.315  (meters)    1805.49   (feet)  ADJUSTED  
 FC1056  ___________________________________________________________________
 FC1056  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FC1056  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC1056  DYNAMIC HT  -         549.805 (meters)    1803.82  (feet)  COMP
 FC1056  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC1056
 FC1056  HORZ ORDER  -  SECOND
 FC1056  VERT ORDER  -  SECOND    CLASS 0
 FC1056
 FC1056.The horizontal coordinates were established by classical geodetic methods
 FC1056.and adjusted by the National Geodetic Survey in April 1999..
 FC1056
 FC1056.The orthometric height was determined by differential leveling
 FC1056.and adjusted by the National Geodetic Survey in June 1991..
 FC1056
 FC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1056
 FC1056.The geoid height was determined by GEOID03.
 FC1056
 FC1056.The dynamic height is computed by dividing the NAVD 88
 FC1056.geopotential number by the normal gravity value computed on the
 FC1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1056.degrees latitude (g = 980.6199 gals.).
 FC1056
 FC1056.The modeled gravity was interpolated from observed gravity values.
 FC1056
 FC1056;                    North         East     Units Scale Factor Converg.
 FC1056;SPC TN       -   184,482.856   686,578.230   MT  0.99995220   +0 33 43.7
 FC1056;SPC TN       -   605,257.50  2,252,548.74   sFT  0.99995220   +0 33 43.7
 FC1056;UTM  16      - 3,984,868.139   676,696.293   MT  0.99998472   +1 09 08.1
 FC1056
 FC1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1056!SPC TN       -   0.99991814  x   0.99995220  =   0.99987035
 FC1056!UTM  16      -   0.99991814  x   0.99998472  =   0.99990287
 FC1056
 FC1056|---------------------------------------------------------------------|
 FC1056| PID    Reference Object                     Distance      Geod. Az  |
 FC1056|                                                           dddmmss.s |
 FC1056| FC1055 SELLS RM 1                           78.297 METERS 05331     |
 FC1056| GB2611 LINGER LAKE ATT MICROWAVE TWR       APPROX. 6.9 KM 0613902.0 |
 FC1056| FC1057 SELLS AZ MK                         287.124 METERS 11852     |
 FC1056| FC1828 CROSSVILLE RADIO STA WAEW MAST      APPROX. 4.7 KM 1752605.4 |
 FC1056| FC1054 SELLS RM 2                          119.477 METERS 34939     |
 FC1056|---------------------------------------------------------------------|
 FC1056
 FC1056                          SUPERSEDED SURVEY CONTROL
 FC1056
 FC1056  NAD 83(1995)-  35 59 32.18903(N)    085 02 23.27483(W) AD(       ) 2
 FC1056  NAD 83(1986)-  35 59 32.19574(N)    085 02 23.27426(W) AD(       ) 2
 FC1056  NAD 27      -  35 59 31.95460(N)    085 02 23.42320(W) AD(       ) 2
 FC1056  NGVD 29 (??/??/92)  550.373  (m)         1805.68   (f) ADJ UNCH    2 0
 FC1056
 FC1056.Superseded values are not recommended for survey control.
 FC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1056.See file dsdata.txt to determine how the superseded data were derived.
 FC1056
 FC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7669684868(NAD 83)
 FC1056_MARKER: DE = TRAVERSE STATION DISK
 FC1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1056_STAMPING: SELLS 1960
 FC1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1056+STABILITY: SURFACE MOTION
 FC1056
 FC1056  HISTORY     - Date     Condition        Report By
 FC1056  HISTORY     - 1960     MONUMENTED       CGS
 FC1056  HISTORY     - 1960     GOOD             CGS
 FC1056  HISTORY     - 1967     GOOD             CGS
 FC1056  HISTORY     - 1967     GOOD             NGS
 FC1056  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC1056
 FC1056                          STATION DESCRIPTION
 FC1056
 FC1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1056'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CROSSVILLE AND ON MR.
 FC1056'JAMES E. SELLS PROPERTY.
 FC1056'
 FC1056'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO NORTH ON
 FC1056'STATE HIGHWAY 127 FOR 3.3 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FC1056'CONTINUE STRAIGHT AHEAD, NORTHWEST, FOR 0.2 MILE TO A DRIVEWAY ON THE
 FC1056'LEFT, TURN LEFT, SOUTHWEST, FOR 0.05 MILE TO THE STATION.
 FC1056'
 FC1056'STATION MARK IS 20 FEET NORTH OF THE CENTER OF THE DRIVEWAY. THE MARK
 FC1056'IS A STANDARD DISK SET IN A CONCRETE POST, SET 15 INCHES BELOW THE
 FC1056'GROUND SURFACE, AND IS STAMPED SELLS 1960.
 FC1056'
 FC1056'REFERENCE MARK NO. 1 IS 34 FEET EAST OF STATE HIGHWAY 127, 13 FEET
 FC1056'SOUTH OF A TELEPHONE POLE AND 2.0 FEET NORTH OF A WITNESS SIGN.
 FC1056'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FC1056'STAMPED SELLS NO 1 1960.
 FC1056'
 FC1056'REFERENCE MARK NO. 2 IS 23 FEET EAST OF STATE HIGHWAY 127. THE MARK
 FC1056'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1056'BEDROCK, SET FLUSH, AND IS STAMPED SELLS NO 2 1960.
 FC1056'
 FC1056'AZIMUTH MARK IS 26 FEET EAST OF STATE HIGHWAY 127, 1.7 FEET NORTH OF
 FC1056'A WITNESS SIGN AND 1 FOOT WEST OF A WOODEN FENCE.  THE MARK IS A
 FC1056'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED SELLS
 FC1056'1960.
 FC1056'
 FC1056'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
 FC1056
 FC1056                          STATION RECOVERY (1960)
 FC1056
 FC1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC1056'3.6 MI N FROM CROSSVILLE.
 FC1056'FROM THE POST OFFICE IN CROSSVILLE, GO 3.5 MILES NORTH ON
 FC1056'STATE HIGHWAY 127 TO A DRIVEWAY ON THE LEFT, THEN GO 0.05 MILE
 FC1056'SOUTHWEST ON THE DRIVEWAY.  THE STATION MARK IS 20 FT. NORTH
 FC1056'OF THE CENTER OF THE DRIVEWAY.  THE DISK IS SET IN TOP OF A
 FC1056'CONCRETE POST THAT IS 15 INCHES BELOW THE SURFACE OF THE GROUND.
 FC1056
 FC1056                          STATION RECOVERY (1967)
 FC1056
 FC1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1056'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 FC1056
 FC1056                          STATION RECOVERY (1967)
 FC1056
 FC1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC1056'RECOVERED IN GOOD CONDITION.
 FC1056
 FC1056                          STATION RECOVERY (1979)
 FC1056
 FC1056'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1057 ***********************************************************************
 FC1057  CBN         -  This is a Cooperative Base Network Control Station.
 FC1057  DESIGNATION -  SELLS AZ MK
 FC1057  PID         -  FC1057
 FC1057  STATE/COUNTY-  TN/CUMBERLAND
 FC1057  USGS QUAD   -  CROSSVILLE (1982)
 FC1057
 FC1057                         *CURRENT SURVEY CONTROL
 FC1057  ___________________________________________________________________
 FC1057* NAD 83(1995)-  35 59 27.68638(N)    085 02 13.23589(W)     ADJUSTED  
 FC1057* NAVD 88     -       548.808  (meters)    1800.55   (feet)  ADJUSTED  
 FC1057  ___________________________________________________________________
 FC1057  X           -     447,009.149 (meters)                     COMP
 FC1057  Y           -  -5,147,632.679 (meters)                     COMP
 FC1057  Z           -   3,727,691.463 (meters)                     COMP
 FC1057  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FC1057  ELLIP HEIGHT-         520.01  (meters)          (08/03/04) GPS OBS
 FC1057  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC1057  DYNAMIC HT  -         548.299 (meters)    1798.88  (feet)  COMP
 FC1057  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC1057
 FC1057  HORZ ORDER  -  A
 FC1057  VERT ORDER  -  SECOND    CLASS 0
 FC1057  ELLP ORDER  -  FOURTH    CLASS I
 FC1057
 FC1057.The horizontal coordinates were established by GPS observations
 FC1057.and adjusted by the National Geodetic Survey in August 2004..
 FC1057
 FC1057.The orthometric height was determined by differential leveling
 FC1057.and adjusted by the National Geodetic Survey in June 1991..
 FC1057
 FC1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1057
 FC1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1057
 FC1057.The ellipsoidal height was determined by GPS observations
 FC1057.and is referenced to NAD 83.
 FC1057
 FC1057.The geoid height was determined by GEOID03.
 FC1057
 FC1057.The dynamic height is computed by dividing the NAVD 88
 FC1057.geopotential number by the normal gravity value computed on the
 FC1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1057.degrees latitude (g = 980.6199 gals.).
 FC1057
 FC1057.The modeled gravity was interpolated from observed gravity values.
 FC1057
 FC1057;                    North         East     Units Scale Factor Converg.
 FC1057;SPC TN       -   184,346.722   686,831.014   MT  0.99995214   +0 33 49.6
 FC1057;SPC TN       -   604,810.87  2,253,378.09   sFT  0.99995214   +0 33 49.6
 FC1057;UTM  16      - 3,984,734.611   676,950.474   MT  0.99998583   +1 09 13.9
 FC1057
 FC1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1057!SPC TN       -   0.99991839  x   0.99995214  =   0.99987054
 FC1057!UTM  16      -   0.99991839  x   0.99998583  =   0.99990422
 FC1057
 FC1057                          SUPERSEDED SURVEY CONTROL
 FC1057
 FC1057  NAVD 88 (08/03/04)  548.81   (m)         1800.6    (f) LEVELING    3  
 FC1057  NGVD 29 (??/??/92)  548.866  (m)         1800.74   (f) ADJ UNCH    2 0
 FC1057
 FC1057.Superseded values are not recommended for survey control.
 FC1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1057.See file dsdata.txt to determine how the superseded data were derived.
 FC1057
 FC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7695084735(NAD 83)
 FC1057_MARKER: DZ = AZIMUTH MARK DISK
 FC1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1057_STAMPING: SELLS 1960
 FC1057_MARK LOGO: CGS   
 FC1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1057+STABILITY: SURFACE MOTION
 FC1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1057+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1057
 FC1057  HISTORY     - Date     Condition        Report By
 FC1057  HISTORY     - 1960     MONUMENTED       CGS
 FC1057  HISTORY     - 1967     GOOD             NGS
 FC1057  HISTORY     - 20031010 GOOD             TNDT
 FC1057
 FC1057                          STATION DESCRIPTION
 FC1057
 FC1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC1057'3.3 MI N FROM CROSSVILLE.
 FC1057'FROM THE POST OFFICE IN CROSSVILLE, GO 3.3 MILES NORTH ON
 FC1057'STATE HIGHWAY 127 TO A CURVE IN THE ROAD.  THE AZIMUTH MARK IS
 FC1057'26 FT. EAST OF THE CENTER OF STATE HIGHWAY 127, 1.7 FT. NORTH
 FC1057'OF A WITNESS SIGN AND 1 FT. WEST OF A WOODEN FENCE.  THE DISK
 FC1057'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FC1057'AND ABOUT LEVEL WITH THE HIGHWAY.
 FC1057
 FC1057                          STATION RECOVERY (1967)
 FC1057
 FC1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC1057'RECOVERED IN GOOD CONDITION.
 FC1057
 FC1057                          STATION RECOVERY (2003)
 FC1057
 FC1057'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1055 ***********************************************************************
 FC1055  DESIGNATION -  SELLS RM 1
 FC1055  PID         -  FC1055
 FC1055  STATE/COUNTY-  TN/CUMBERLAND
 FC1055  USGS QUAD   -  CROSSVILLE (1982)
 FC1055
 FC1055                         *CURRENT SURVEY CONTROL
 FC1055  ___________________________________________________________________
 FC1055* NAD 83(1986)-  35 59 31.     (N)    085 02 23.     (W)     SCALED    
 FC1055* NAVD 88     -       547.828  (meters)    1797.33   (feet)  ADJUSTED  
 FC1055  ___________________________________________________________________
 FC1055  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC1055  DYNAMIC HT  -         547.321 (meters)    1795.67  (feet)  COMP
 FC1055  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC1055
 FC1055  VERT ORDER  -  SECOND    CLASS 0
 FC1055
 FC1055.The horizontal coordinates were scaled from a topographic map and have
 FC1055.an estimated accuracy of +/- 6 seconds.
 FC1055
 FC1055.The orthometric height was determined by differential leveling
 FC1055.and adjusted by the National Geodetic Survey in June 1991..
 FC1055
 FC1055.The geoid height was determined by GEOID03.
 FC1055
 FC1055.The dynamic height is computed by dividing the NAVD 88
 FC1055.geopotential number by the normal gravity value computed on the
 FC1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1055.degrees latitude (g = 980.6199 gals.).
 FC1055
 FC1055.The modeled gravity was interpolated from observed gravity values.
 FC1055
 FC1055;                    North         East    Units  Estimated Accuracy
 FC1055;SPC TN       -   184,450.      686,590.      MT  (+/- 180 meters Scaled)
 FC1055
 FC1055                          SUPERSEDED SURVEY CONTROL
 FC1055
 FC1055  NGVD 29 (??/??/92)  547.886  (m)         1797.52   (f) ADJ UNCH    2 0
 FC1055
 FC1055.Superseded values are not recommended for survey control.
 FC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1055.See file dsdata.txt to determine how the superseded data were derived.
 FC1055
 FC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE767848(NAD 83)
 FC1055_MARKER: DR = REFERENCE MARK DISK
 FC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1055_STAMPING: SELLS NO 1 1960
 FC1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1055+STABILITY: SURFACE MOTION
 FC1055
 FC1055  HISTORY     - Date     Condition        Report By
 FC1055  HISTORY     - 1960     MONUMENTED       CGS
 FC1055  HISTORY     - 1967     GOOD             NGS
 FC1055  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC1055
 FC1055                          STATION DESCRIPTION
 FC1055
 FC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC1055'3.5 MI N FROM CROSSVILLE.
 FC1055'FROM THE POST OFFICE IN CROSSVILLE, GO 3.5 MILES NORTH ON
 FC1055'STATE HIGHWAY 127.  THE BENCH MARK IS 34 FT. EAST OF STATE
 FC1055'HIGHWAY 127, 13 FT. SOUTH OF A TELEPHONE POLE AND 2.0 FT. NORTH
 FC1055'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC1055'THAT IS FLUSH WITH THE GROUND AND ABOUT 2 FT. ABOVE THE LEVEL
 FC1055'OF THE HIGHWAY.
 FC1055
 FC1055                          STATION RECOVERY (1967)
 FC1055
 FC1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC1055'RECOVERED IN GOOD CONDITION.
 FC1055
 FC1055                          STATION RECOVERY (1979)
 FC1055
 FC1055'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1054 ***********************************************************************
 FC1054  DESIGNATION -  SELLS RM 2
 FC1054  PID         -  FC1054
 FC1054  STATE/COUNTY-  TN/CUMBERLAND
 FC1054  USGS QUAD   -  CROSSVILLE (1982)
 FC1054
 FC1054                         *CURRENT SURVEY CONTROL
 FC1054  ___________________________________________________________________
 FC1054* NAD 83(1986)-  35 59 31.     (N)    085 02 23.     (W)     SCALED    
 FC1054* NAVD 88     -       546.814  (meters)    1794.01   (feet)  ADJUSTED  
 FC1054  ___________________________________________________________________
 FC1054  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC1054  DYNAMIC HT  -         546.307 (meters)    1792.34  (feet)  COMP
 FC1054  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC1054
 FC1054  VERT ORDER  -  SECOND    CLASS 0
 FC1054
 FC1054.The horizontal coordinates were scaled from a topographic map and have
 FC1054.an estimated accuracy of +/- 6 seconds.
 FC1054
 FC1054.The orthometric height was determined by differential leveling
 FC1054.and adjusted by the National Geodetic Survey in June 1991..
 FC1054
 FC1054.The geoid height was determined by GEOID03.
 FC1054
 FC1054.The dynamic height is computed by dividing the NAVD 88
 FC1054.geopotential number by the normal gravity value computed on the
 FC1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1054.degrees latitude (g = 980.6199 gals.).
 FC1054
 FC1054.The modeled gravity was interpolated from observed gravity values.
 FC1054
 FC1054;                    North         East    Units  Estimated Accuracy
 FC1054;SPC TN       -   184,450.      686,590.      MT  (+/- 180 meters Scaled)
 FC1054
 FC1054                          SUPERSEDED SURVEY CONTROL
 FC1054
 FC1054  NGVD 29 (??/??/92)  546.872  (m)         1794.20   (f) ADJ UNCH    2 0
 FC1054
 FC1054.Superseded values are not recommended for survey control.
 FC1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1054.See file dsdata.txt to determine how the superseded data were derived.
 FC1054
 FC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE767848(NAD 83)
 FC1054_MARKER: DR = REFERENCE MARK DISK
 FC1054_SETTING: 66 = SET IN ROCK OUTCROP
 FC1054_SP_SET: ROCK OUTCROP
 FC1054_STAMPING: SELLS NO 2 1960
 FC1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1054+STABILITY: POSITION/ELEVATION WELL
 FC1054
 FC1054  HISTORY     - Date     Condition        Report By
 FC1054  HISTORY     - 1960     MONUMENTED       CGS
 FC1054  HISTORY     - 1967     GOOD             NGS
 FC1054
 FC1054                          STATION DESCRIPTION
 FC1054
 FC1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC1054'3.5 MI N FROM CROSSVILLE.
 FC1054'FROM THE POST OFFICE IN CROSSVILLE, GO 3.5 MILES NORTH ON
 FC1054'STATE HIGHWAY 127.  THE REFERENCE MARK IS 392 FT. NORTH OF THE
 FC1054'STATION MARK AND 23 FT. EAST OF STATE HIGHWAY 127.  THE DISK
 FC1054'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC1054
 FC1054                          STATION RECOVERY (1967)
 FC1054
 FC1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2094 ***********************************************************************
 FE2094  DESIGNATION -  SELMER RESET
 FE2094  PID         -  FE2094
 FE2094  STATE/COUNTY-  TN/MCNAIRY
 FE2094  USGS QUAD   -  PURDY (1984)
 FE2094
 FE2094                         *CURRENT SURVEY CONTROL
 FE2094  ___________________________________________________________________
 FE2094* NAD 83(1995)-  35 10 57.38357(N)    088 35 46.00950(W)     ADJUSTED  
 FE2094* NAVD 88     -       172.42   (+/-2cm)     565.7    (feet)  VERTCON   
 FE2094  ___________________________________________________________________
 FE2094  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 FE2094  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2094
 FE2094  HORZ ORDER  -  SECOND
 FE2094  VERT ORDER  -  THIRD (See Below)
 FE2094
 FE2094.The horizontal coordinates were established by classical geodetic methods
 FE2094.and adjusted by the National Geodetic Survey in April 1999..
 FE2094
 FE2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2094.The vertical order pertains to the NGVD 29 superseded value.
 FE2094
 FE2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2094
 FE2094.The geoid height was determined by GEOID03.
 FE2094
 FE2094;                    North         East     Units Scale Factor Converg.
 FE2094;SPC TN       -    97,363.760   363,557.991   MT  1.00001258   -1 31 11.5
 FE2094;SPC TN       -   319,434.27  1,192,773.18   sFT  1.00001258   -1 31 11.5
 FE2094;UTM  16      - 3,894,460.267   354,669.917   MT  0.99986030   -0 55 11.3
 FE2094
 FE2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2094!SPC TN       -   0.99997729  x   1.00001258  =   0.99998987
 FE2094!UTM  16      -   0.99997729  x   0.99986030  =   0.99983759
 FE2094
 FE2094|---------------------------------------------------------------------|
 FE2094| PID    Reference Object                     Distance      Geod. Az  |
 FE2094|                                                           dddmmss.s |
 FE2094| FE0544 SELMER RM 3                          15.631 METERS 03019     |
 FE2094| FE2269 PURDY                               APPROX. 7.5 KM 0622811.6 |
 FE2094| FE0542 SELMER RM 1                          34.641 METERS 18937     |
 FE2094| FE0537 SELMER AZ MK                                       2054549.6 |
 FE2094| FE0543 SELMER RM 2                          51.130 METERS 28653     |
 FE2094|---------------------------------------------------------------------|
 FE2094
 FE2094                          SUPERSEDED SURVEY CONTROL
 FE2094
 FE2094  NAD 83(1995)-  35 10 57.38439(N)    088 35 46.01080(W) AD(       ) 2
 FE2094  NAD 83(1995)-  35 10 57.38769(N)    088 35 46.00744(W) AD(       ) 2
 FE2094  NAD 83(1995)-  35 10 57.39266(N)    088 35 46.00757(W) AD(       ) 2
 FE2094  NAD 83(1986)-  35 10 57.39312(N)    088 35 46.00745(W) AD(       ) 2
 FE2094  NGVD 29 (10/12/01)  172.42   (m)          565.7    (f) RESET       3  
 FE2094
 FE2094.Superseded values are not recommended for survey control.
 FE2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2094.See file dsdata.txt to determine how the superseded data were derived.
 FE2094
 FE2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5467094460(NAD 83)
 FE2094_MARKER: DS = TRIANGULATION STATION DISK
 FE2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2094_STAMPING: SELMER 1934 1981
 FE2094_MARK LOGO: NGS   
 FE2094_PROJECTION: FLUSH
 FE2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2094+STABILITY: SURFACE MOTION
 FE2094
 FE2094  HISTORY     - Date     Condition        Report By
 FE2094  HISTORY     - 1981     MONUMENTED       NGS
 FE2094  HISTORY     - 19810615 GOOD             NGS
 FE2094
 FE2094                          STATION DESCRIPTION
 FE2094
 FE2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FE2094'IN SELMER.
 FE2094'FROM THE NORTHWEST CORNER OF MCNAIRY COUNTY COURTHOUSE IN SELMER, GO
 FE2094'WESTERLY ON U.S. HIGHWAYS 45 AND 64 0.4 MILE TO THEIR JUNCTION, GO
 FE2094'NORTH ON HIGHWAY 45 FOR 0.5 MILE TO A PAVED STREET ON THE RIGHT JUST
 FE2094'AFTER PASSING THE BROWN SHOE COMPANY TURN RIGHT AND GO EASTON
 FE2094'HILL COURT DRIVE 0.3 MILE TO THE SUMMIT AND THE MARK ON THERIGHT,
 FE2094'17 FEET OF A POWER AND LIGHT POLE, 3 FEET EAST OF THE CENTERLINE
 FE2094'OF DRIVEWAY, 72 FEET NORTH OF THE NORTHWEST CORNER OF HOUSEAND
 FE2094'WILL BE SURROUNDED BY PAVEMENT.
 FE2094
 FE2094                          STATION RECOVERY (1981)
 FE2094
 FE2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FE2094'THE STATION MARK AND REFERENCE MARK 2 AND 3 WERE FOUND IN GOOD
 FE2094'CONDITION.  THE DISTANCE TO REFERENCE MARK 3 CHECKED BUT THE DISTANCE
 FE2094'TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY 0.09 OF A FOOT.  THE
 FE2094'DIRECTION BETWEEN THE MARKS CHECKED.  THE PROPERTY OWNER IS IN THE
 FE2094'PROCESS OF HAVING HIS DRIVEWAY PAVED AND THE SURFACE STATION MARK WAS
 FE2094'RAISED TO BRING IT TO THE LEVEL OF THE PAVEMENT.  THE DESCRIPTION IS
 FE2094'GOOD WITH THE FOLLOWING.  THE STATION MARK IS 17 FT (5.2 M) EAST OF A
 FE2094'POWER AND LIGHT POLE, 3 FT (0.9 M) EAST OF THE CENTERLINE OF THE
 FE2094'DRIVEWAY AND 72 FT (21.9 M) NORTH OF THE NORTHWEST CORNER OF HOUSE.
 FE2094'THE MONUMENT IS FLUSH WITH THE DRIVEWAY PAVEMENT AND THE DISK IS
 FE2094'STAMPED---SELMER 1934 1981---.  REFERENCE MARK 3 IS 12 FT (3.7 M) EAST
 FE2094'OF AN UNDERGROUND CABLE POST AND BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0543 ***********************************************************************
 FE0543  DESIGNATION -  SELMER RM 2
 FE0543  PID         -  FE0543
 FE0543  STATE/COUNTY-  TN/MCNAIRY
 FE0543  USGS QUAD   -  PURDY (1984)
 FE0543
 FE0543                         *CURRENT SURVEY CONTROL
 FE0543  ___________________________________________________________________
 FE0543* NAD 83(1986)-  35 10 57.     (N)    088 35 45.     (W)     SCALED    
 FE0543* NAVD 88     -       171.093  (meters)     561.33   (feet)  ADJUSTED  
 FE0543  ___________________________________________________________________
 FE0543  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0543  DYNAMIC HT  -         170.934 (meters)     560.81  (feet)  COMP
 FE0543  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FE0543
 FE0543  VERT ORDER  -  FIRST     CLASS II
 FE0543
 FE0543.The horizontal coordinates were scaled from a topographic map and have
 FE0543.an estimated accuracy of +/- 6 seconds.
 FE0543
 FE0543.The orthometric height was determined by differential leveling
 FE0543.and adjusted by the National Geodetic Survey in June 1991..
 FE0543
 FE0543.The geoid height was determined by GEOID03.
 FE0543
 FE0543.The dynamic height is computed by dividing the NAVD 88
 FE0543.geopotential number by the normal gravity value computed on the
 FE0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0543.degrees latitude (g = 980.6199 gals.).
 FE0543
 FE0543.The modeled gravity was interpolated from observed gravity values.
 FE0543
 FE0543;                    North         East    Units  Estimated Accuracy
 FE0543;SPC TN       -    97,350.      363,580.      MT  (+/- 180 meters Scaled)
 FE0543
 FE0543                          SUPERSEDED SURVEY CONTROL
 FE0543
 FE0543  NGVD 29 (??/??/??)  171.090  (m)          561.32   (f) ADJUSTED    1 2
 FE0543
 FE0543.Superseded values are not recommended for survey control.
 FE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0543.See file dsdata.txt to determine how the superseded data were derived.
 FE0543
 FE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD546944(NAD 83)
 FE0543_MARKER: DR = REFERENCE MARK DISK
 FE0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0543_STAMPING: SELMER NO 2 1934
 FE0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0543+STABILITY: SURFACE MOTION
 FE0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0543+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0543
 FE0543  HISTORY     - Date     Condition        Report By
 FE0543  HISTORY     - 1934     MONUMENTED       CGS
 FE0543  HISTORY     - 1971     GOOD             NGS
 FE0543  HISTORY     - 20020918 GOOD             USACE
 FE0543
 FE0543                          STATION DESCRIPTION
 FE0543
 FE0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FE0543'AT SELMER.
 FE0543'THIS MARK WAS RECOVERED AND FOUND IN EXCELLENT CONDITION.  THE
 FE0543'MARK IS LOCATED AT THE SELMER 1934 1971 TRIANGULATION STATION
 FE0543'SITE, 167.75 FEET WEST-NORTHWEST OF SELMER 1934 1971, 56 FEET
 FE0543'NORTH AND ACROSS HILLCREST DRIVE FROM A GUYED UTILITY POLE, 44
 FE0543'FEET WEST OF AN 18-INCH POST OAK, 33 FEET NORTH OF THE
 FE0543'APPROXIMATE CENTER OF HILLCREST DRIVE, 31 FEET EAST OF A 12-INCH
 FE0543'BLACKJACK OAK, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS POST
 FE0543'AND SIGN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FE0543'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE
 FE0543'DISK IS STAMPED SELMER NO II 1934.
 FE0543
 FE0543                          STATION RECOVERY (2002)
 FE0543
 FE0543'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0543'MARK IS LOCATED NEAR THE SW CORNER OF PROPERTY AT 402 HILLCREST DR.
 FE0543'FOUND SELMER RM 3 NEAR SITE LEANING OVER AND COMPLETELY OUT OF GROUND.
 FE0543' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0544 ***********************************************************************
 FE0544  DESIGNATION -  SELMER RM 3
 FE0544  PID         -  FE0544
 FE0544  STATE/COUNTY-  TN/MCNAIRY
 FE0544  USGS QUAD   -  PURDY (1984)
 FE0544
 FE0544                         *CURRENT SURVEY CONTROL
 FE0544  ___________________________________________________________________
 FE0544* NAD 83(1986)-  35 10 55.     (N)    088 35 44.     (W)     SCALED    
 FE0544* NAVD 88     -       172.61   (+/-2cm)     566.3    (feet)  VERTCON   
 FE0544  ___________________________________________________________________
 FE0544  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0544
 FE0544  VERT ORDER  -  THIRD (See Below)
 FE0544
 FE0544.The horizontal coordinates were scaled from a topographic map and have
 FE0544.an estimated accuracy of +/- 6 seconds.
 FE0544
 FE0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0544.The vertical order pertains to the NGVD 29 superseded value.
 FE0544
 FE0544.The geoid height was determined by GEOID03.
 FE0544
 FE0544;                    North         East    Units  Estimated Accuracy
 FE0544;SPC TN       -    97,290.      363,610.      MT  (+/- 180 meters Scaled)
 FE0544
 FE0544                          SUPERSEDED SURVEY CONTROL
 FE0544
 FE0544  NGVD 29 (??/??/??)  172.61   (m)          566.3    (f) RESET       3  
 FE0544
 FE0544.Superseded values are not recommended for survey control.
 FE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0544.See file dsdata.txt to determine how the superseded data were derived.
 FE0544
 FE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD547943(NAD 83)
 FE0544_MARKER: DR = REFERENCE MARK DISK
 FE0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0544_STAMPING: SELMER 1934 NO 3 1971
 FE0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0544+STABILITY: SURFACE MOTION
 FE0544
 FE0544  HISTORY     - Date     Condition        Report By
 FE0544  HISTORY     - 1971     MONUMENTED       NGS
 FE0544  HISTORY     - 1981     GOOD             NGS
 FE0544
 FE0544                          STATION DESCRIPTION
 FE0544
 FE0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FE0544'AT SELMER.
 FE0544'THIS MARK IS LOCATED AT THE SELMER 1934 1971 TRIANGULATION
 FE0544'STATION SITE, 55 FEET EAST OF A 16-INCH POST OAK, 51.28 FEET
 FE0544'NORTH-NORTHEAST OF SELMER 1934 1971, 39 FEET WEST OF A 16-INCH
 FE0544'WHITE OAK, 20 FEET NORTH OF THE APPROXIMATE CENTER OF HILLCREST
 FE0544'DRIVE, AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 FE0544'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 FE0544'ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 FE0544'STAMPED SELMER 1934 NO 3 1971.  AN ELEVATION WAS TRANSFERRED TO
 FE0544'THIS MARK FROM BENCH MARK SELMER 1934 1971.
 FE0544
 FE0544                          STATION RECOVERY (1981)
 FE0544
 FE0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FE0544'IT IS 12 FEET EAST OF AN UNDERGROUND CABLE POST AND BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3476 ***********************************************************************
 FB3476  CBN         -  This is a Cooperative Base Network Control Station.
 FB3476  PACS        -  This is a Primary Airport Control Station.
 FB3476  DESIGNATION -  SEVIPORT
 FB3476  PID         -  FB3476
 FB3476  STATE/COUNTY-  TN/SEVIER
 FB3476  USGS QUAD   -  PIGEON FORGE (1970)
 FB3476
 FB3476                         *CURRENT SURVEY CONTROL
 FB3476  ___________________________________________________________________
 FB3476* NAD 83(1995)-  35 51 27.26877(N)    083 31 30.74683(W)     ADJUSTED  
 FB3476* NAVD 88     -       301.85   (meters)     990.3    (feet)  GPS OBS   
 FB3476  ___________________________________________________________________
 FB3476  X           -     583,619.901 (meters)                     COMP
 FB3476  Y           -  -5,142,480.167 (meters)                     COMP
 FB3476  Z           -   3,715,554.071 (meters)                     COMP
 FB3476  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FB3476  ELLIP HEIGHT-         271.39  (meters)          (08/29/02) GPS OBS
 FB3476  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB3476
 FB3476  HORZ ORDER  -  B
 FB3476  ELLP ORDER  -  FIRST     CLASS II
 FB3476
 FB3476.This mark is at Gatlinburg-Pigeon Forge Airport (GKT)
 FB3476
 FB3476.The horizontal coordinates were established by GPS observations
 FB3476.and adjusted by the National Geodetic Survey in August 2002..
 FB3476
 FB3476.The orthometric height was determined by GPS observations and a
 FB3476.high-resolution geoid model.
 FB3476
 FB3476.GPS derived orthometric heights for airport stations designated as
 FB3476.PACS or SACS are published to 2 decimal places.  This maintains
 FB3476.centimeter relative accuracy between the PACS and SACS.  It does
 FB3476.not indicate centimeter accuracy relative to other marks which are
 FB3476.part of the NAVD 88 network.
 FB3476
 FB3476.Photographs are available for this station.
 FB3476
 FB3476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3476
 FB3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3476
 FB3476.The ellipsoidal height was determined by GPS observations
 FB3476.and is referenced to NAD 83.
 FB3476
 FB3476.The geoid height was determined by GEOID03.
 FB3476
 FB3476;                    North         East     Units Scale Factor Converg.
 FB3476;SPC TN       -   171,939.048   823,501.617   MT  0.99994849   +1 26 55.8
 FB3476;SPC TN       -   564,103.36  2,701,771.56   sFT  0.99994849   +1 26 55.8
 FB3476;UTM  17      - 3,971,096.118   271,977.170   MT  1.00024073   -1 28 47.4
 FB3476
 FB3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3476!SPC TN       -   0.99995741  x   0.99994849  =   0.99990590
 FB3476!UTM  17      -   0.99995741  x   1.00024073  =   1.00019813
 FB3476
 FB3476:                Primary Azimuth Mark                     Grid Az
 FB3476:SPC TN       -  SEVIPORT AZ MK                           276 56 21.2
 FB3476:UTM  17      -  SEVIPORT AZ MK                           279 52 04.4
 FB3476
 FB3476|---------------------------------------------------------------------|
 FB3476| PID    Reference Object                     Distance      Geod. Az  |
 FB3476|                                                           dddmmss.s |
 FB3476| FB3477 SEVIPORT AZ MK                      499.177 METERS 2782317.0 |
 FB3476|---------------------------------------------------------------------|
 FB3476
 FB3476                          SUPERSEDED SURVEY CONTROL
 FB3476
 FB3476  NAD 83(1995)-  35 51 27.26819(N)    083 31 30.74632(W) AD(       ) 3
 FB3476  ELLIP H (04/12/99)  271.32   (m)                       GP(       ) 4 1
 FB3476  NAD 83(1995)-  35 51 27.27108(N)    083 31 30.75267(W) AD(       ) 3
 FB3476  NGVD 29 (09/17/90)  301.9    (m)          990.     (f) GPS OBS        
 FB3476
 FB3476.Superseded values are not recommended for survey control.
 FB3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3476.See file dsdata.txt to determine how the superseded data were derived.
 FB3476
 FB3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7197771096(NAD 83)
 FB3476_MARKER: I = METAL ROD
 FB3476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3476_SP_SET: OBJECT DRIVEN INTO GROUND
 FB3476_STAMPING: SEVIPORT 1987
 FB3476_MARK LOGO: NGS   
 FB3476_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3476+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 FB3476
 FB3476  HISTORY     - Date     Condition        Report By
 FB3476  HISTORY     - 1987     MONUMENTED       NGS
 FB3476  HISTORY     - 19881121 GOOD
 FB3476  HISTORY     - 20020131 GOOD             NGS
 FB3476  HISTORY     - 20020131 GOOD             NGS
 FB3476  HISTORY     - 20031010 GOOD             TNDT
 FB3476  HISTORY     - 20050420 GOOD             CAS
 FB3476  HISTORY     - 20060609 GOOD             CAS
 FB3476  HISTORY     - 20060629 GOOD             CAS
 FB3476
 FB3476                          STATION DESCRIPTION
 FB3476
 FB3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FB3476'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND US HIGHWAYS 441 AND
 FB3476'411 IN SEVIERVILLE, GO NORTH ALONG US HIGHWAY 411 FOR 2.25 MILES TO
 FB3476'THE JUNCTION OF INDUSTRIAL PARK DRIVE, THENCE 0.35 MILE SOUTH ALONG
 FB3476'INDUSTRIAL PARK DRIVE TO THE JUNCTION OF AIRPORT ROAD, THENCE 0.15
 FB3476'MILE EASTERLY ALONG AIRPORT ROAD TO A WHITE AIRPLANE HANGAR FOR 2
 FB3476'PLANES AT THE SEVIER-GATLINBURG AIRPORT, ABOUT 200 FEET SOUTH AND
 FB3476'ACROSS TAXIWAY TO THE MARK ON THE ONLY SMALL KNOLL BETWEEN THE RUNWAY
 FB3476'AND TAXIWAY ABOUT MIDDLE WAY BETWEEN A WIND SOCK AND A EXXON SIGN,
 FB3476'A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 20.0 FEET TO REFUSAL AND
 FB3476'2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH
 FB3476'PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED
 FB3476'SEVIPORT 1987. A RAILROAD SPIKE IS SET IN CONCRETE WITH LOGO CAP
 FB3476'BEING FLUSH WITH GROUND, 86.5 FEET SOUTH OF THE SOUTH EDGE FOR A
 FB3476'EAST-WEST RUNWAY, 75.0 FEET WEST OF A 5X5 FOOT CONCRETE CATCH BASIN
 FB3476'COVER, AND 2.0 FEET EAST OF A FIBERGLASS WITNESS POST. ALSO 0.3
 FB3476'MILE EAST OF SEVIPORT AZ MK 1987.
 FB3476
 FB3476                          STATION RECOVERY (1988)
 FB3476
 FB3476'RECOVERED 1988
 FB3476'RECOVERED IN GOOD CONDITION.
 FB3476
 FB3476                          STATION RECOVERY (2002)
 FB3476
 FB3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3476'THIS STATION IS LOCATED NEAR MIDFIELD AT THE GATLINBURG-PIGION FORGE
 FB3476'(GKT) AIRPORT, JUST
 FB3476'EAST OF  SEVIERVILLE, TN.  OWNERSHIP IS THE GATLINBURG AIRPORT
 FB3476'AUTHORITY.  CONTACT THE
 FB3476'AIRPORT MANAGER, DON BAKER, BEFORE ACCESSIING AIRPORT OPERATIONS AREA,
 FB3476'. PHONE
 FB3476'(423) 453-8393.
 FB3476' 
 FB3476'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND U.S. HIGHWAYS 441
 FB3476'AND 411 IN
 FB3476'SEVIERVILLE, GO EAST ALONG U.S. HIGHWAY 411 FOR 2.25 MILES TO THE
 FB3476'JUNCTION OF INDUSTRIAL
 FB3476'PARK DRIVE ON RIGHT.  TURN RIGHT, SOUTH, ON INDUSTRIAL PARK DRIVE FOR
 FB3476'0.15 MILES TO
 FB3476'AIRPORT ROAD ON LEFT.  TURN LEFT, EAST, ON AIRPORT ROAD FOR 0.3 MILE
 FB3476'TO A GATE.  CONTINUE
 FB3476'EAST, THROUGH THE GATE THEN SOUTH AROUND HANGAR  AND HANGARS ON LEFT
 FB3476'TO EAST WEST
 FB3476'TAXIWAY.  TURN LEFT, WEST, ON THE EAST WEST TAXIWAY FOR 0.1 MILE TO
 FB3476'STATION ON A SMALL
 FB3476'KNOLL TO THE LEFT.
 FB3476' 
 FB3476'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FB3476'2.5 CM GREASE FILLED
 FB3476'SLEEVE 90 CM LONG IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 FB3476'CONCRETE SET FLUSH
 FB3476'WITH THE GROUND.  THE ROD WAS DRIVEN 20.0 FEET TO REFUSAL AND RECESSED
 FB3476'2 INCHES BELOW
 FB3476'THE GROUND.  A RAILROAD SPIKE IS SET IN CONCRETE WITH LOGO CAP BEING
 FB3476'FLUSH WITH GROUND,
 FB3476'IT IS 86.5 FEET NORTH  OF THE NORTH EDGE OF  RUNWAY 10-28,  75.0 FEET
 FB3476'WEST OF A 5 X 5 FOOT
 FB3476'CONCRETE CATCH BASIN COVER, AND 2.0 FEET EAST OF A FIBERGLASS WITNESS
 FB3476'POST. ALSO 0.3 MILE
 FB3476'EAST OF SEVIPORT AZ MK 1987.
 FB3476' 
 FB3476'THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 FB3476' 
 FB3476' 
 FB3476' 
 FB3476' 
 FB3476' 
 FB3476' 
 FB3476'
 FB3476
 FB3476                          STATION RECOVERY (2002)
 FB3476
 FB3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3476'RECOVERED AS DESCRIBED.
 FB3476
 FB3476                          STATION RECOVERY (2003)
 FB3476
 FB3476'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3476'RECOVERED AS DESCRIBED.
 FB3476
 FB3476                          STATION RECOVERY (2005)
 FB3476
 FB3476'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FB3476'RECOVERED IN GOOD CONDITION.
 FB3476
 FB3476                          STATION RECOVERY (2006)
 FB3476
 FB3476'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FB3476'RECOVERED IN GOOD CONDITION.
 FB3476
 FB3476                          STATION RECOVERY (2006)
 FB3476
 FB3476'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FB3476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3477 ***********************************************************************
 FB3477  SACS        -  This is a Secondary Airport Control Station.
 FB3477  DESIGNATION -  SEVIPORT AZ MK
 FB3477  PID         -  FB3477
 FB3477  STATE/COUNTY-  TN/SEVIER
 FB3477  USGS QUAD   -  PIGEON FORGE (1970)
 FB3477
 FB3477                         *CURRENT SURVEY CONTROL
 FB3477  ___________________________________________________________________
 FB3477* NAD 83(1995)-  35 51 29.63093(N)    083 31 50.42928(W)     ADJUSTED  
 FB3477* NAVD 88     -       302.17   (meters)     991.4    (feet)  GPS OBS   
 FB3477  ___________________________________________________________________
 FB3477  X           -     583,124.410 (meters)                     COMP
 FB3477  Y           -  -5,142,493.707 (meters)                     COMP
 FB3477  Z           -   3,715,613.261 (meters)                     COMP
 FB3477  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FB3477  ELLIP HEIGHT-         271.70  (meters)          (08/29/02) GPS OBS
 FB3477  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB3477
 FB3477  HORZ ORDER  -  FIRST
 FB3477  ELLP ORDER  -  THIRD     CLASS I
 FB3477
 FB3477.This mark is at Gatlinburg-Pigeon Forge Airport (GKT)
 FB3477
 FB3477.The horizontal coordinates were established by GPS observations
 FB3477.and adjusted by the National Geodetic Survey in August 2002..
 FB3477
 FB3477.The orthometric height was determined by GPS observations and a
 FB3477.high-resolution geoid model.
 FB3477
 FB3477.GPS derived orthometric heights for airport stations designated as
 FB3477.PACS or SACS are published to 2 decimal places.  This maintains
 FB3477.centimeter relative accuracy between the PACS and SACS.  It does
 FB3477.not indicate centimeter accuracy relative to other marks which are
 FB3477.part of the NAVD 88 network.
 FB3477
 FB3477.Photographs are available for this station.
 FB3477
 FB3477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3477
 FB3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3477
 FB3477.The ellipsoidal height was determined by GPS observations
 FB3477.and is referenced to NAD 83.
 FB3477
 FB3477.The geoid height was determined by GEOID03.
 FB3477
 FB3477;                    North         East     Units Scale Factor Converg.
 FB3477;SPC TN       -   171,999.353   823,006.122   MT  0.99994849   +1 26 44.3
 FB3477;SPC TN       -   564,301.21  2,700,145.92   sFT  0.99994849   +1 26 44.3
 FB3477;UTM  17      - 3,971,181.686   271,485.260   MT  1.00024350   -1 28 59.0
 FB3477
 FB3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3477!SPC TN       -   0.99995736  x   0.99994849  =   0.99990585
 FB3477!UTM  17      -   0.99995736  x   1.00024350  =   1.00020085
 FB3477
 FB3477:                Primary Azimuth Mark                     Grid Az
 FB3477:SPC TN       -  SEVIPORT                                 096 56 21.2
 FB3477:UTM  17      -  SEVIPORT                                 099 52 04.5
 FB3477
 FB3477|---------------------------------------------------------------------|
 FB3477| PID    Reference Object                     Distance      Geod. Az  |
 FB3477|                                                           dddmmss.s |
 FB3477| FB3476 SEVIPORT                            499.177 METERS 0982305.5 |
 FB3477|---------------------------------------------------------------------|
 FB3477
 FB3477                          SUPERSEDED SURVEY CONTROL
 FB3477
 FB3477  NAD 83(1995)-  35 51 29.63020(N)    083 31 50.42881(W) AD(       ) 3
 FB3477  ELLIP H (04/12/99)  271.69   (m)                       GP(       ) 4 1
 FB3477  NAD 83(1995)-  35 51 29.63309(N)    083 31 50.43517(W) AD(       ) 3
 FB3477  NGVD 29 (09/17/90)  302.3    (m)          992.     (f) GPS OBS        
 FB3477
 FB3477.Superseded values are not recommended for survey control.
 FB3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3477.See file dsdata.txt to determine how the superseded data were derived.
 FB3477
 FB3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7148571182(NAD 83)
 FB3477_MARKER: I = METAL ROD
 FB3477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3477_SP_SET: OBJECT DRIVEN INTO GROUND
 FB3477_STAMPING: SEVIPORT AZ MK 1987
 FB3477_MARK LOGO: NGS   
 FB3477_MAGNETIC: I = MARKER IS A STEEL ROD
 FB3477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3477+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 FB3477
 FB3477  HISTORY     - Date     Condition        Report By
 FB3477  HISTORY     - 1987     MONUMENTED       NGS
 FB3477  HISTORY     - 19881121 GOOD
 FB3477  HISTORY     - 20020131 GOOD             NGS
 FB3477  HISTORY     - 20031010 GOOD             TNDT
 FB3477  HISTORY     - 20050601 GOOD             CAS
 FB3477
 FB3477                          STATION DESCRIPTION
 FB3477
 FB3477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FB3477'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND US HIGHWAYS 441
 FB3477'AND 411 IN SEVIERVILLE, GO NORTH ALONG US HIGHWAY 411 FOR 2.25 MILES
 FB3477'TO THE JUNCTION OF INDUSTRIAL PARK DRIVE, THENCE 0.35 MILE SOUTH ALONG
 FB3477'INDUSTRIAL PARK DRIVE TO THE JUNCTION OF AIRPORT ROAD LEADING TO THE
 FB3477'SEVIER-GATLINBURG AIRPORT, CONTINUE FOR 0.05 MILE SOUTHWEST ALONG
 FB3477'INDUSTRIAL PARK DRIVE TO A CURVE AND A DEAD END SIGN, CONTINUE
 FB3477'SOUTHWESTERLY DOWN HILL AND ACROSS TAXIWAY FOR ABOUT 0.1 MILE TO MARK
 FB3477'BETWEEN TAXIWAY AND RUNWAY, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN
 FB3477'TO REFUSAL AT 7.0 FEET 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 FB3477'GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH A
 FB3477'LOGO CAP ---STAMPED SEVIPORT AZ MK 1987 FLUSH WITH GROUND 41.9 FEET N
 FB3477'OF NORTH EDGE OF RUNWAY, 97.0 FEET SOUTH OF SOUTH EDGE OF EAST-WEST
 FB3477'TAXIWAY 59.00 FEET EAST OF EAST EDGE OF TAXIWAY CROSSOVER, 30.0
 FB3477'FEET SOUTHWEST OF THE CENTER OF A SMALL CONCRETE DRAIN, 31.2 FEET
 FB3477'NORTHEAST OF A BLACK BOX WITH A LETTER T IN THE MIDDLE AND 2.0 FEET
 FB3477'WEST OF A FIBERGLASS WITNESS POST, ALSO 0.3 MILE WEST OF STATION
 FB3477'SEVIPORT 1987. A RAILROAD SPIKE WAS PUT IN THE CONCRETE AROUND MARK.
 FB3477
 FB3477                          STATION RECOVERY (1988)
 FB3477
 FB3477'RECOVERED 1988
 FB3477'RECOVERED IN GOOD CONDITION.
 FB3477
 FB3477                          STATION RECOVERY (2002)
 FB3477
 FB3477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3477'THIS STATION IS LOCATED MID FIELD AT THE GATLLINBURG-PIGEON FORGE
 FB3477'(GKT) AIRPORT, JUST EAST
 FB3477'OF  SEVIERVILLE, TN.  OWNERSHIP IS THE GATLINBURG AIRPORT AUTHORITY.
 FB3477'CONTACT THE
 FB3477'AIRPORT MANAGER, DON BAKER, BEFORE ACCESSIING AIRPORT OPERATIONS AREA.
 FB3477'PHONE
 FB3477'(423) 453-8393.
 FB3477' 
 FB3477'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND U.S. HIGHWAYS 441
 FB3477'AND 411 IN
 FB3477'SEVIERVILLE, GO EASTERLY ALONG U.S. HIGHWAY 411 FOR 2.25 MILES TO THE
 FB3477'JUNCTION OF
 FB3477'INDUSTRIAL PARK DRIVE ON RIGHT.  TURN RIGHT, SOUTH, ON INDUSTRIAL PARK
 FB3477'DRIVE FOR 0.15 MILES TO AIRPORT ROAD ON LEFT.  TURN LEFT,EAST, ON
 FB3477'AIRPORT ROAD FOR 0.3 MILE
 FB3477'TO A GATE.  CONTINUE EAST THROUGH THE GATE, THEN SOUTH AROUND HANGAR
 FB3477'AND
 FB3477'HANGARS ON LEFT TO EAST WEST TAXIWAY. TURN RIGHT,  WEST, ON THE EAST
 FB3477'WEST TAXIWAY FOR
 FB3477'0.4 MILE TO THE STATION ON LEFT.
 FB3477' 
 FB3477'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FB3477'2.5 CM GREASE FILLED
 FB3477'SLEEVE 90 CM LONG ENCASED INA 12.7 CM PVC PIPE WITH A LOGO CAP
 FB3477'SURROUNDED BY CONCRETE
 FB3477'SET FLUSH WITH THE GROUND.  IT IS 41.9 FEET NORTH OF NORTH EDGE OF
 FB3477'RUNWAY, 97.0 FEET
 FB3477'SOUTH OF SOUTH EDGE OF THE  EAST-WEST TAXIWAY , 59.00 FEET EAST OF
 FB3477'EAST EDGE OF TAXIWAY
 FB3477'CROSSOVER, 30.0 FEET SOUTHWEST OF THE CENTER OF A SMALL CONCRETE
 FB3477'DRAIN, 31.2 FEET
 FB3477'NORTHEAST OF A BLACK BOX WITH A LETTER T IN THE MIDDLE AND 2.0 FEET
 FB3477'WEST OF A FIBERGLASS
 FB3477'WITNESS POST, ALSO 0.3 MILE WEST OF STATION SEVIPORT 1987. A RAILROAD
 FB3477'SPIKE WAS PUT IN THE
 FB3477'CONCRETE AROUND MARK.
 FB3477' 
 FB3477'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 FB3477' 
 FB3477' 
 FB3477'
 FB3477
 FB3477                          STATION RECOVERY (2003)
 FB3477
 FB3477'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3477'RECOVERED AS DESCRIBED.
 FB3477
 FB3477                          STATION RECOVERY (2005)
 FB3477
 FB3477'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FB3477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1905 ***********************************************************************
 FC1905  DESIGNATION -  SEWANEE ATT RELAY TOWER
 FC1905  PID         -  FC1905
 FC1905  STATE/COUNTY-  TN/FRANKLIN
 FC1905  USGS QUAD   -  SEWANEE (1974)
 FC1905
 FC1905                         *CURRENT SURVEY CONTROL
 FC1905  ___________________________________________________________________
 FC1905* NAD 83(1995)-  35 13 09.96130(N)    085 53 07.14497(W)     ADJUSTED  
 FC1905* NAVD 88     -                                                        
 FC1905  ___________________________________________________________________
 FC1905  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FC1905  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1905
 FC1905  HORZ ORDER  -  THIRD
 FC1905
 FC1905.The horizontal coordinates were established by classical geodetic methods
 FC1905.and adjusted by the National Geodetic Survey in April 1999..
 FC1905
 FC1905
 FC1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1905
 FC1905.The geoid height was determined by GEOID03.
 FC1905
 FC1905;                    North         East     Units Scale Factor Converg.
 FC1905;SPC TN       -    98,319.477   610,441.136   MT  1.00000553   +0 04 01.7
 FC1905;SPC TN       -   322,569.82  2,002,755.63   sFT  1.00000553   +0 04 01.7
 FC1905;UTM  16      - 3,897,947.015   601,446.443   MT  0.99972683   +0 38 34.4
 FC1905
 FC1905                          SUPERSEDED SURVEY CONTROL
 FC1905
 FC1905  NAD 83(1995)-  35 13 09.96370(N)    085 53 07.14494(W) AD(       ) 4
 FC1905  NAD 83(1995)-  35 13 09.96388(N)    085 53 07.14573(W) AD(       ) 4
 FC1905  NAD 83(1995)-  35 13 09.96789(N)    085 53 07.14250(W) AD(       ) 4
 FC1905  NAD 83(1986)-  35 13 09.96919(N)    085 53 07.14165(W) AD(       ) 4
 FC1905  NAD 27      -  35 13 09.67300(N)    085 53 07.23200(W) AD(       ) 3
 FC1905
 FC1905.Superseded values are not recommended for survey control.
 FC1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1905.See file dsdata.txt to determine how the superseded data were derived.
 FC1905
 FC1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0144697947(NAD 83)
 FC1905_MARKER: 58 = CONTROL TOWER
 FC1905
 FC1905  HISTORY     - Date     Condition        Report By
 FC1905  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1905
 FC1905                          STATION DESCRIPTION
 FC1905
 FC1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1905'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF MONTEAGLE AND ABOUT
 FC1905'1-1/2 MILES EAST OF ST. ANDREWS SCHOOL.
 FC1905'
 FC1905'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON U.
 FC1905'S. HIGHWAY 64 FOR 2.75 MILES TO A SIDE ROAD RIGHT AND A GATE,
 FC1905'TURN RIGHT AND GO 0.15 MILE TO THE STATION.
 FC1905'
 FC1905'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING 4 LARGE REFLECTORS WITH A
 FC1905'RED LIGHT AT THE TOP AND CENTER, PAINTED RED AND WHITE AND IS
 FC1905'ABOUT 160 FEET HIGH.  THE RED LIGHT AT THE TOP AND CENTER WAS THE
 FC1905'POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1906 ***********************************************************************
 FC1906  DESIGNATION -  SEWANEE LOOKOUT TOWER SC 1
 FC1906  PID         -  FC1906
 FC1906  STATE/COUNTY-  TN/FRANKLIN
 FC1906  USGS QUAD   -  SEWANEE (1974)
 FC1906
 FC1906                         *CURRENT SURVEY CONTROL
 FC1906  ___________________________________________________________________
 FC1906* NAD 83(1995)-  35 13 11.39098(N)    085 53 17.43692(W)     ADJUSTED  
 FC1906* NAVD 88     -                                                        
 FC1906  ___________________________________________________________________
 FC1906  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FC1906  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1906
 FC1906  HORZ ORDER  -  THIRD
 FC1906
 FC1906.The horizontal coordinates were established by classical geodetic methods
 FC1906.and adjusted by the National Geodetic Survey in April 1999..
 FC1906
 FC1906
 FC1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1906
 FC1906.The geoid height was determined by GEOID03.
 FC1906
 FC1906;                    North         East     Units Scale Factor Converg.
 FC1906;SPC TN       -    98,363.236   610,180.801   MT  1.00000546   +0 03 55.7
 FC1906;SPC TN       -   322,713.38  2,001,901.51   sFT  1.00000546   +0 03 55.7
 FC1906;UTM  16      - 3,897,988.144   601,185.755   MT  0.99972618   +0 38 28.5
 FC1906
 FC1906                          SUPERSEDED SURVEY CONTROL
 FC1906
 FC1906  NAD 83(1995)-  35 13 11.39344(N)    085 53 17.43700(W) AD(       ) 4
 FC1906  NAD 83(1995)-  35 13 11.39362(N)    085 53 17.43779(W) AD(       ) 4
 FC1906  NAD 83(1995)-  35 13 11.39763(N)    085 53 17.43455(W) AD(       ) 4
 FC1906  NAD 83(1986)-  35 13 11.39877(N)    085 53 17.43381(W) AD(       ) 4
 FC1906  NAD 27      -  35 13 11.10300(N)    085 53 17.51600(W) AD(       ) 3
 FC1906
 FC1906.Superseded values are not recommended for survey control.
 FC1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1906.See file dsdata.txt to determine how the superseded data were derived.
 FC1906
 FC1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0118697988(NAD 83)
 FC1906_MARKER: 57 = LOOKOUT TOWER
 FC1906
 FC1906  HISTORY     - Date     Condition        Report By
 FC1906  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1906
 FC1906                          STATION DESCRIPTION
 FC1906
 FC1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1906'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF MONTEAGLE AND
 FC1906'ABOUT 2-1/2 MILES NORTHEAST OF SEWANEE.
 FC1906'
 FC1906'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON U.
 FC1906'S. HIGHWAY 64 FOR 3.75 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 FC1906'RIGHT AND GO 0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 FC1906'0.1 MILE TO THE STATION.
 FC1906'
 FC1906'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB WITH
 FC1906'A ROUND VENT AT THE TOP AND CENTER, PAINTED SILVER AND IS 70
 FC1906'FEET HIGH.  THE ROUND VENT AT THE TOP AND CENTER WAS THE POINT
 FC1906'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1907 ***********************************************************************
 FC1907  DESIGNATION -  SEWANEE MUNICIPAL TANK
 FC1907  PID         -  FC1907
 FC1907  STATE/COUNTY-  TN/FRANKLIN
 FC1907  USGS QUAD   -  SEWANEE (1974)
 FC1907
 FC1907                         *CURRENT SURVEY CONTROL
 FC1907  ___________________________________________________________________
 FC1907* NAD 83(1995)-  35 12 21.27574(N)    085 55 06.70854(W)     ADJUSTED  
 FC1907* NAVD 88     -                                                        
 FC1907  ___________________________________________________________________
 FC1907  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FC1907  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1907
 FC1907  HORZ ORDER  -  THIRD
 FC1907
 FC1907.The horizontal coordinates were established by classical geodetic methods
 FC1907.and adjusted by the National Geodetic Survey in April 1999..
 FC1907
 FC1907
 FC1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1907
 FC1907.The geoid height was determined by GEOID03.
 FC1907
 FC1907;                    North         East     Units Scale Factor Converg.
 FC1907;SPC TN       -    96,816.050   607,418.614   MT  1.00000807   +0 02 51.7
 FC1907;SPC TN       -   317,637.32  1,992,839.24   sFT  1.00000807   +0 02 51.7
 FC1907;UTM  16      - 3,896,413.724   598,440.036   MT  0.99971942   +0 37 24.7
 FC1907
 FC1907                          SUPERSEDED SURVEY CONTROL
 FC1907
 FC1907  NAD 83(1995)-  35 12 21.27807(N)    085 55 06.70918(W) AD(       ) 4
 FC1907  NAD 83(1995)-  35 12 21.27834(N)    085 55 06.70982(W) AD(       ) 4
 FC1907  NAD 83(1995)-  35 12 21.28264(N)    085 55 06.70648(W) AD(       ) 4
 FC1907  NAD 83(1986)-  35 12 21.28402(N)    085 55 06.70612(W) AD(       ) 4
 FC1907  NAD 27      -  35 12 20.98400(N)    085 55 06.78500(W) AD(       ) 3
 FC1907
 FC1907.Superseded values are not recommended for survey control.
 FC1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1907.See file dsdata.txt to determine how the superseded data were derived.
 FC1907
 FC1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9844096414(NAD 83)
 FC1907_MARKER: 53 = ELEVATED TANK
 FC1907
 FC1907  HISTORY     - Date     Condition        Report By
 FC1907  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1907
 FC1907                          STATION DESCRIPTION
 FC1907
 FC1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1907'THE STATION IS LOCATED ON THE CAMPUS OF THE SOUTHERN UNIVERSITY AND
 FC1907'AT THE SOUTHEAST CORNER OF ST. LUKES HALL, IN SEWANEE.
 FC1907'
 FC1907'IT IS A CYLINDER TYPE TANK WITH A BALL AT THE TOP AND CENTER,
 FC1907'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED BLACK AND IS
 FC1907'ABOUT 150 FEET HIGH.  THE BALL AT THE TOP AND CENTER WAS THE POINT
 FC1907'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1910 ***********************************************************************
 FC1910  DESIGNATION -  SEWANEE RESET
 FC1910  PID         -  FC1910
 FC1910  STATE/COUNTY-  TN/FRANKLIN
 FC1910  USGS QUAD   -  SEWANEE (1974)
 FC1910
 FC1910                         *CURRENT SURVEY CONTROL
 FC1910  ___________________________________________________________________
 FC1910* NAD 83(1995)-  35 13 10.60997(N)    085 53 18.04070(W)     ADJUSTED  
 FC1910* NAVD 88     -       621.4    (meters)    2039.     (feet)  VERTCON   
 FC1910  ___________________________________________________________________
 FC1910  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FC1910  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1910
 FC1910  HORZ ORDER  -  SECOND
 FC1910
 FC1910.The horizontal coordinates were established by classical geodetic methods
 FC1910.and adjusted by the National Geodetic Survey in April 1999..
 FC1910
 FC1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1910
 FC1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1910
 FC1910.The geoid height was determined by GEOID03.
 FC1910
 FC1910;                    North         East     Units Scale Factor Converg.
 FC1910;SPC TN       -    98,339.149   610,165.559   MT  1.00000550   +0 03 55.3
 FC1910;SPC TN       -   322,634.36  2,001,851.50   sFT  1.00000550   +0 03 55.3
 FC1910;UTM  16      - 3,897,963.912   601,170.760   MT  0.99972614   +0 38 28.2
 FC1910
 FC1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1910!SPC TN       -   0.99990698  x   1.00000550  =   0.99991248
 FC1910!UTM  16      -   0.99990698  x   0.99972614  =   0.99963315
 FC1910
 FC1910|---------------------------------------------------------------------|
 FC1910| PID    Reference Object                     Distance      Geod. Az  |
 FC1910|                                                           dddmmss.s |
 FC1910| CG7455 SEWANEE RM 1                         23.104 METERS 15855     |
 FC1910| CG7453 SEWANEE AZ MK                                      1715525.2 |
 FC1910| FC1908 SEWANEE SMALL BLACK TANK            APPROX. 4.1 KM 2331326.1 |
 FC1910| FC1907 SEWANEE MUNICIPAL TANK              APPROX. 3.1 KM 2410329.4 |
 FC1910| CG7456 SEWANEE RM 2                         32.169 METERS 25622     |
 FC1910| FC1911 SEWANEE RM 3                         25.143 METERS 29019     |
 FC1910| FC1912 MONTEAGLE TN HWY PATROL TOWER        35.602 METERS 35257     |
 FC1910|---------------------------------------------------------------------|
 FC1910
 FC1910                          SUPERSEDED SURVEY CONTROL
 FC1910
 FC1910  NAD 83(1995)-  35 13 10.61235(N)    085 53 18.04076(W) AD(       ) 2
 FC1910  NAD 83(1995)-  35 13 10.61258(N)    085 53 18.04164(W) AD(       ) 2
 FC1910  NAD 83(1995)-  35 13 10.61664(N)    085 53 18.03850(W) AD(       ) 2
 FC1910  NAD 83(1986)-  35 13 10.61783(N)    085 53 18.03774(W) AD(       ) 2
 FC1910  NAD 27      -  35 13 10.32100(N)    085 53 18.11900(W) AD(       ) 2
 FC1910  NGVD 29 (07/19/86)  621.4    (m)         2039.     (f) VERT ANG       
 FC1910
 FC1910.Superseded values are not recommended for survey control.
 FC1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1910.See file dsdata.txt to determine how the superseded data were derived.
 FC1910
 FC1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0117197964(NAD 83)
 FC1910_MARKER: DS = TRIANGULATION STATION DISK
 FC1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1910
 FC1910  HISTORY     - Date     Condition        Report By
 FC1910  HISTORY     - 1934     MONUMENTED       CGS
 FC1910  HISTORY     - 1935     GOOD             CGS
 FC1910  HISTORY     - 1949     GOOD             TVA
 FC1910  HISTORY     - 1962     GOOD             CGS
 FC1910  HISTORY     - 1979     GOOD             NGS
 FC1910
 FC1910                          STATION DESCRIPTION
 FC1910
 FC1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1910'ABOUT 6 MILES SOUTH OF PELHAM, 3-1/4 MILES SOUTHWEST OF MONTEAGLE, 2
 FC1910'1/2 MILES NORTHEAST OF SEWANEE, 1/4 MILES NORTHEAST OF ST.
 FC1910'ANDREW SCHOOL, ON SMALL WOODED HILL, AT FENCE LINE BETWEEN LANDS OF
 FC1910'ST. ANDREW SCHOOL AND ADOLPH HUNZIKER, AND ON PROPERTY OF ST.
 FC1910'ANDREW SCHOOL.  TO REACH FROM POST OFFICE IN SEWANEE, FOLLOW U. S.
 FC1910'ROUTH 64 EAST 2.7 MILES TO GRAVEL ROAD WITH ARROW ST. ANDREW, TURN
 FC1910'LEFT AND FOLLOW MAIN ROAD 0.8 MILE, TURN ONTO LEFT FORK JUST AFTER
 FC1910'PASSING MAIN BUILDING OF ST. ANDREW SCHOOL AND GO 0.05 MILE, FOLLOW
 FC1910'RIGHT FORK 0.2 MILE, TURN RIGHT INTO YARD AND PROCEED UP HILL
 FC1910'ABOUT 1/4 MILE TO STATION SITE A LITTLE SOUTH OF HIGHEST PART OF
 FC1910'SUMMIT AND 19 FEET EAST-NORTHEAST OF 12-INCH CHESTNUT OAK WITH
 FC1910'TRIANGULAR BLAZE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FC1910'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS
 FC1910'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON
 FC1910'DOWNWARD SLOPE, 12 FEET SOUTHEAST OF 10-INCH BLACK OAK, AND
 FC1910'75.80 FEET FROM STATION, S 21 DEG 05 MIN E.  NO. 2 IS
 FC1910'ALONG FENCE LINE AND 105.55 FEET FROM STATION S 76 DEG 22 MIN W.
 FC1910'AZIMUTH MARK IS ON PROPERTY OF JOHN RUFE, ABOUT 100
 FC1910'FEET SOUTH OF J. C. FOSTERS LOG CABIN, 27 FEET SOUTHEAST OF CENTER
 FC1910'LINE OF ROUTE 64, AND 1.25 MILES FROM STATION, S 08 DEG 05 MIN E.
 FC1910
 FC1910                          STATION RECOVERY (1935)
 FC1910
 FC1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1910'STATION IS ON A HEAVILY WOODED RIDGE AND THE AZIMUTH MARK IS BELOW
 FC1910'THE STATION ALONG U. S. HIGHWAY 64.  THE LINE FROM THE
 FC1910'STATION TO THE AZIMUTH IS BLOCKED AND IT WOULD REQUIRE AN EXTENSIVE
 FC1910'AMOUNT OF CLEARING.  IT IS POSSIBLE TO ESTABLISH A NEW MARK
 FC1910'ALONG THE RIDGE ABOUT 425 FEET E OF STATION AND A LITTLE LOWER THAN
 FC1910'THE STATION.
 FC1910'
 FC1910'THIS MARK WOULD BE INTERVISIBLE WITH THE STATION FROM THE GROUND WITH
 FC1910'SLIGHT CLEARING.  HOWEVER, IT WILL BE NECESSARY TO BUILD A 64-FOOT
 FC1910'TOWER IN ORDER TO MAKE OBSERVATION TO OBTAIN THE DIRECTION TO THE NEW
 FC1910'AZIMUTH.  THE OLD AZIMUTH OR EITHER ONE OF TWO NEARBY WATER
 FC1910'TANKS, THAT WERE PREVIOUSLY OBSERVED, COULD BE USED AS AN INITIAL.
 FC1910'BEFORE THE NEW MARK WILL BE VISIBLE FROM THE TOWER IT WILL BE
 FC1910'NECESSARY TO CUT OR TOP ABOUT 10 OR 12 TREES.  THESE TREES ARE ON
 FC1910'THE PROPERTY OF MR. ADOLPH HUNZIKER OF SEWANEE, MR. HUNZIKER WAS NOT
 FC1910'IN TOWN BUT PERMISSION FOR CUTTING THE TREES WAS ASSURED BY
 FC1910'HIS SISTER MRS. SAMUEL BIERY ALSO OF SEWANEE.  MR. HUNZIKER OR MRS.
 FC1910'BIERY SHOULD BE SEEN BEFORE THE TREES ARE CUT.
 FC1910'
 FC1910'SINCE THIS STATION WAS ESTABLISHED THE FORESTRY DIVISION HAS
 FC1910'CONSTRUCTED AN OBSERVATION TOWER ABOUT 100 FEET NNE OF STATION.
 FC1910
 FC1910                          STATION RECOVERY (1949)
 FC1910
 FC1910'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CBW)
 FC1910'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS LOCATED ABOUT
 FC1910'100 FEET SW OF THE FIRE TOWER.  THE DISK IS STAMPED SEWANEE
 FC1910'1934.
 FC1910'
 FC1910'A STEEL POST WITH MARKER IS SET 1 FOOT N OF THE STATION.
 FC1910
 FC1910                          STATION RECOVERY (1962)
 FC1910
 FC1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1910'THE STATION MARK, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED AND FOUND
 FC1910'IN GOOD CONDITION.  THE DISTANCE WAS CHECKED TO REFERENCE MARK
 FC1910'NO. 1 (75.80 FEET), REFERENCE MARK NO. 2 (105.55 FEET) AND FOUND
 FC1910'CORRECT.
 FC1910'
 FC1910'THE AZIMUTH MARK WAS DESTROYED AND WAS RESET BY THIS PARTY.  A POWER
 FC1910'LINE HAS BEEN ERECTED DIRECTLY OVER THE STATION MARK AND
 FC1910'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY AND OCCUPIED.  A TRAVERSE
 FC1910'BETWEEN SEWANEE 1934 AND SEWANEE 1934 NO.  3 WAS MADE.  THE DISTANCE
 FC1910'BEING 25.1423 METERS.  A TENNESSEE FORRESTRY SERVICE LOOKOUT TOWER,
 FC1910'HOUSE AND SMALL BUILDINGS HAVE BEEN ERECTED NEAR THE
 FC1910'STATION SITE.
 FC1910'
 FC1910'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS-
 FC1910'
 FC1910'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF MONTEAGLE,
 FC1910'2-1/2 MILES NORTHEAST OF SEWANEE AND ON THE PROPERTY LINE BETWEEN
 FC1910'ST. ANDREW SCHOOL AND THE TENNESSEE FORRESTRY SERVICE.
 FC1910'
 FC1910'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON U.
 FC1910'S. HIGHWAY 64 FOR 3.75 MILES TO A SIDE ROAD ON THE RIGHT, *TURN
 FC1910'RIGHT AND GO 0.3 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 FC1910'0.1 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 FC1910'
 FC1910'THE STATION IS 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 FC1910'20 FEET EAST OF A 20 INCH TREE AND 1.7 FEET SOUTH OF A METAL
 FC1910'WITNESS POST (T.V.A.) SET IN A FENCE LINE.  IT IS A STANDARD DISK SET
 FC1910'IN A ROUND CONCRETE MONUMENT, PROJECTING 12 INCHES, AND IS
 FC1910'STAMPED SEWANEE 1934.
 FC1910'
 FC1910'REFERENCE MARK NO. 1 IS 113 FEET SOUTH OF SOUTHEAST CORNER OF A HOUSE
 FC1910'AND 84 FEET SOUTHEAST OF A 20 INCH TREE, ON THE SOUTHERN SLOPE
 FC1910'OF THE HILL ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 FC1910'DISK SET IN A ROUND CONCRETE MONUMENT, PROJECTING 6 INCHES, AND
 FC1910'IS STAMPED SEWANEE NO 1 1934.
 FC1910'
 FC1910'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF APPROXIMATE CENTER OF A
 FC1910'GRAVELED ROAD AND IS SET IN A FENCE LINE.  IT IS A STANDARD
 FC1910'DISK, PROJECTING 5 INCHES, AND IS STAMPED SEWANEE NO 2 1934.
 FC1910'
 FC1910'REFERENCE MARK NO. 3 IS 102 FEET EAST OF SOUTHWEST CORNER OF A HOUSE,
 FC1910'41 FEET NORTH OF A FENCE LINE AND 27 FEET SOUTH OF
 FC1910'APPROXIMATE CENTER OF A GRAVELED ROAD.  IT IS A STANDARD DISK SET IN
 FC1910'A SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, AND IS STAMPED
 FC1910'SEWANEE NO 3 1934.
 FC1910'
 FC1910'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE APPROXIMATE CENTER OF U. S.
 FC1910'HIGHWAY 64, 26 FEET NORTHWEST OF A METAL WITNESS POST AND
 FC1910'2 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1910'CONCRETE MONUMENT, PROJECTING 1 INCH, AND IS STAMPED SEWANEE 1962.
 FC1910'
 FC1910'TO REACH THE AZIMUTH MARK * CONTINUE 0.05 MILE TO THE AZIMUTH MARK ON
 FC1910'THE LEFT.
 FC1910
 FC1910                          STATION RECOVERY (1979)
 FC1910
 FC1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1910'THE UNDERGROUND STATION MARK, REFERENCE MARKS 2 AND 3 WERE
 FC1910'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 FC1910'AND COULD NOT BE FOUND.  A NEW SURFACE STATION MARK WAS
 FC1910'ESTABLISHED AT THIS TIME HOLDING THE UNDERGROUND POINT.  THERE
 FC1910'WAS NO 1962 DATA AVAILABLE FOR COMPARISON.  FOLLOWING IS A NEW
 FC1910'DESCRIPTION.
 FC1910'
 FC1910'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF MONTEAGLE,
 FC1910'2-1/2 MILES NORTHEAST OF SEWANEE, AND NEAR A FORESTRY SERVICE
 FC1910'COMPLEX.
 FC1910'
 FC1910'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST
 FC1910'ON U.S. HIGHWAY 64 FOR 3.75 MILES TO A PAVED SIDE ROAD RIGHT.
 FC1910'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MILE TO A
 FC1910'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 FC1910'GRAVELED ROAD FOR 0.1 MILE TO THE STATE HIGHWAY PATROL TOWER, A
 FC1910'LOOKOUT TOWER AND THE STATION.
 FC1910'
 FC1910'THE STATION IS A STANDARD NGS DISK
 FC1910'STAMPED---SEWANEE 1934 1979---,
 FC1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1910'FLUSH WITH GROUND.  IT IS LOCATED
 FC1910'87.0 FEET SOUTH FROM THE CENTERLINE OF A GRAVELED ROAD,
 FC1910'47.0 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A FRAME HOUSE,
 FC1910'AND
 FC1910'20.5 FEET EAST FROM A 36-INCH OAK TREE.
 FC1910'
 FC1910'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FC1910'STAMPED---SEWANEE NO 2 1934---,
 FC1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1910'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1910'73.0 FEET SOUTHEAST FROM THE CENTER OF THE GRAVELED ROAD, AND
 FC1910'2.3 FEET NORTHEAST FROM A METAL WITNESS POST.
 FC1910'MARK IS LEVEL WITH STATION.
 FC1910'
 FC1910'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 FC1910'STAMPED---SEWANEE NO 3 1934---,
 FC1910'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FC1910'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1910'28.0 FEET SOUTHEAST FROM THE CENTER OF THE GRAVELED ROAD, AND
 FC1910'16.0 FEET SOUTH-SOUTHEAST FROM A TWIN-TRUNKED OAK TREE.
 FC1910'MARK IS LEVEL WITH STATION.
 FC1910'
 FC1910'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FC1910'NO SUITABLE LOCATION TO ESTABLISH A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1911 ***********************************************************************
 FC1911  DESIGNATION -  SEWANEE RM 3
 FC1911  PID         -  FC1911
 FC1911  STATE/COUNTY-  TN/FRANKLIN
 FC1911  USGS QUAD   -  SEWANEE (1974)
 FC1911
 FC1911                         *CURRENT SURVEY CONTROL
 FC1911  ___________________________________________________________________
 FC1911* NAD 83(1995)-  35 13 10.89322(N)    085 53 18.97307(W)     ADJUSTED  
 FC1911* NAVD 88     -       620.8    (meters)    2037.     (feet)  VERTCON   
 FC1911  ___________________________________________________________________
 FC1911  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FC1911  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1911
 FC1911  HORZ ORDER  -  SECOND
 FC1911
 FC1911.The horizontal coordinates were established by classical geodetic methods
 FC1911.and adjusted by the National Geodetic Survey in April 1999..
 FC1911
 FC1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1911
 FC1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1911
 FC1911.The geoid height was determined by GEOID03.
 FC1911
 FC1911;                    North         East     Units Scale Factor Converg.
 FC1911;SPC TN       -    98,347.852   610,141.970   MT  1.00000549   +0 03 54.8
 FC1911;SPC TN       -   322,662.91  2,001,774.11   sFT  1.00000549   +0 03 54.8
 FC1911;UTM  16      - 3,897,972.375   601,147.091   MT  0.99972608   +0 38 27.6
 FC1911
 FC1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1911!SPC TN       -   0.99990707  x   1.00000549  =   0.99991256
 FC1911!UTM  16      -   0.99990707  x   0.99972608  =   0.99963318
 FC1911
 FC1911|---------------------------------------------------------------------|
 FC1911| PID    Reference Object                     Distance      Geod. Az  |
 FC1911|                                                           dddmmss.s |
 FC1911| FC1912 MONTEAGLE TN HWY PATROL TOWER        32.816 METERS 03550     |
 FC1911| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 5.1 KM 0625150.0 |
 FC1911| FC1906 SEWANEE LOOKOUT TOWER SC 1           41.768 METERS 06827     |
 FC1911| FC1905 SEWANEE ATT RELAY TOWER             300.507 METERS 09529     |
 FC1911| FC1909 SEWANEE TVA RADIO MAST              130.061 METERS 09608     |
 FC1911| FC1910 SEWANEE RESET                        25.143 METERS 11019     |
 FC1911| FC1904 LOST                                APPROX. 5.5 KM 1705441.1 |
 FC1911| CG7454 SEWANEE AZ MK 2                                    1961959.3 |
 FC1911| CG7456 SEWANEE RM 2                         18.047 METERS 20508     |
 FC1911| FC1907 SEWANEE MUNICIPAL TANK              APPROX. 3.1 KM 2404231.4 |
 FC1911|---------------------------------------------------------------------|
 FC1911
 FC1911                          SUPERSEDED SURVEY CONTROL
 FC1911
 FC1911  NAD 83(1995)-  35 13 10.89561(N)    085 53 18.97313(W) AD(       ) 2
 FC1911  NAD 83(1995)-  35 13 10.89583(N)    085 53 18.97402(W) AD(       ) 2
 FC1911  NAD 83(1995)-  35 13 10.89989(N)    085 53 18.97088(W) AD(       ) 2
 FC1911  NAD 83(1986)-  35 13 10.90109(N)    085 53 18.97013(W) AD(       ) 2
 FC1911  NAD 27      -  35 13 10.60470(N)    085 53 19.05170(W) AD(       ) 2
 FC1911  NGVD 29 (07/19/86)  620.8    (m)         2037.     (f) VERT ANG       
 FC1911
 FC1911.Superseded values are not recommended for survey control.
 FC1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1911.See file dsdata.txt to determine how the superseded data were derived.
 FC1911
 FC1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0114797972(NAD 83)
 FC1911_MARKER: DR = REFERENCE MARK DISK
 FC1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1911
 FC1911  HISTORY     - Date     Condition        Report By
 FC1911  HISTORY     - 1962     MONUMENTED       CGS
 FC1911  HISTORY     - 1979     GOOD             NGS
 FC1911
 FC1911                          STATION DESCRIPTION
 FC1911
 FC1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1911'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF MONTEAGLE,
 FC1911'2-1/2 MILES NORTHEAST OF SEWANEE AND ON THE PROPERTY LINE BETWEEN
 FC1911'ST. ANDREW SCHOOL AND THE TENNESSEE FORRESTRY SERVICE.
 FC1911'
 FC1911'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON U.
 FC1911'S. HIGHWAY 64 FOR 3.75 MILES TO A SIDE ROAD ON THE RIGHT,
 FC1911'*TURN RIGHT AND GO 0.3 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 FC1911'AND GO 0.1 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE
 FC1911'RIGHT.
 FC1911'
 FC1911'THE STATION IS 102 FEET EAST OF SOUTHWEST CORNER OF A HOUSE, 41 FEET
 FC1911'NORTH OF A FENCE LINE AND 27 FEET SOUTH OF APPROXIMATE
 FC1911'CENTER OF A GRAVELED ROAD.  IT IS A STANDARD REFERENCE MARK DISK SET
 FC1911'IN A SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, AND IS
 FC1911'STAMPED SEWANEE NO 3 1934.
 FC1911'
 FC1911'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF APPROXIMATE CENTER OF A
 FC1911'GRAVELED ROAD AND IS SET IN A FENCE LINE.  IT IS A STANDARD
 FC1911'DISK, PROJECTING 5 INCHES, AND IS STAMPED SEWANEE NO 2 1934.
 FC1911'
 FC1911'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE APPROXIMATE CENTER OF U. S.
 FC1911'HIGHWAY 64, 26 FEET NORTHWEST OF A METAL WITNESS POST AND
 FC1911'2 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1911'CONCRETE MONUMENT, PROJECTING 1 INCH, AND IS STAMPED SEWANEE 1962.
 FC1911'
 FC1911'TO REACH THE AZIMUTH MARK * CONTINUE 0.05 MILE TO THE AZIMUTH MARK ON
 FC1911'THE LEFT.
 FC1911
 FC1911                          STATION RECOVERY (1979)
 FC1911
 FC1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1911'THE STATION MARK, SEWANEE 1934 UNDERGROUND MARK AND REFERENCE
 FC1911'MARK 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FC1911'SEARCHED FOR AND COULD NOT BE FOUND.  A NEW SURFACE DISK FOR
 FC1911'SEWANEE 1934 WAS SET HOLDING THE UNDERGROUND POINT.  THE
 FC1911'DISTANCE TO SEWANEE 1934 AND REFERENCE MARK 2 CHECKED THE 1962
 FC1911'DATA.  A DIFFERENCE OF 2 MINUTES AND 4 SECONDS IN THE DIRECTION
 FC1911'TO SEWANEE 1934 WAS NOTED AND VERIFIED.  FOLLOWING IS A NEW
 FC1911'DESCRIPTION.
 FC1911'
 FC1911'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF MONTEAGLE,
 FC1911'2-1/2 MILES NORTHEAST OF SEWANEE, NEAR A FORESTRY SERVICE
 FC1911'COMPLEX.
 FC1911'
 FC1911'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST
 FC1911'ON U.S. HIGHWAY 64 FOR 3.75 MILES TO A PAVED SIDE ROAD RIGHT.
 FC1911'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MILE TO A
 FC1911'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED
 FC1911'ROAD FOR 0.1 MILE TO THE STATE HIGHWAY PATROL TOWER, A LOOKOUT
 FC1911'TOWER AND THE STATION.
 FC1911'
 FC1911'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 FC1911'STAMPED---SEWANEE NO 3 1934---,
 FC1911'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 CM ON A SIDE
 FC1911'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1911'28 FEET SOUTHEAST FROM THE CENTER OF THE GRAVELED ROAD AND
 FC1911'16 FEET SOUTH-SOUTHEAST FROM A TWIN-TRUNKED OAK TREE.
 FC1911'
 FC1911'REFERENCE MARK NUMBER 1 IS A STANDARD TRIANGULATION STATION
 FC1911'MARK DISK STAMPED---SEWANEE 1934 1979---,
 FC1911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1911'FLUSH WITH GROUND.  IT IS LOCATED
 FC1911'87 FEET SOUTH FROM THE CENTER OF THE GRAVELED ROAD,
 FC1911'47 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A FRAME HOUSE,
 FC1911'AND 20.5 FEET EAST FROM A 36-INCH OAK TREE.
 FC1911'MARK IS LEVEL WITH STATION.
 FC1911'
 FC1911'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FC1911'STAMPED---SEWANEE NO 2 1934---,
 FC1911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1911'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1911'73 FEET SOUTHEAST FROM THE CENTER OF THE GRAVELED ROAD AND
 FC1911'2.3 FEET NORTHEAST FROM A METAL WITNESS POST.
 FC1911'MARK IS LEVEL WITH STATION.
 FC1911'
 FC1911'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FC1911'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1908 ***********************************************************************
 FC1908  DESIGNATION -  SEWANEE SMALL BLACK TANK
 FC1908  PID         -  FC1908
 FC1908  STATE/COUNTY-  TN/FRANKLIN
 FC1908  USGS QUAD   -  SEWANEE (1974)
 FC1908
 FC1908                         *CURRENT SURVEY CONTROL
 FC1908  ___________________________________________________________________
 FC1908* NAD 83(1995)-  35 11 51.33563(N)    085 55 27.21836(W)     ADJUSTED  
 FC1908* NAVD 88     -                                                        
 FC1908  ___________________________________________________________________
 FC1908  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FC1908  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1908
 FC1908  HORZ ORDER  -  THIRD
 FC1908
 FC1908.The horizontal coordinates were established by classical geodetic methods
 FC1908.and adjusted by the National Geodetic Survey in April 1999..
 FC1908
 FC1908
 FC1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1908
 FC1908.The geoid height was determined by GEOID03.
 FC1908
 FC1908;                    North         East     Units Scale Factor Converg.
 FC1908;SPC TN       -    95,892.936   606,900.546   MT  1.00000966   +0 02 39.7
 FC1908;SPC TN       -   314,608.74  1,991,139.54   sFT  1.00000966   +0 02 39.7
 FC1908;UTM  16      - 3,895,485.719   597,931.418   MT  0.99971819   +0 37 12.4
 FC1908
 FC1908                          SUPERSEDED SURVEY CONTROL
 FC1908
 FC1908  NAD 83(1995)-  35 11 51.33785(N)    085 55 27.21927(W) AD(       ) 4
 FC1908  NAD 83(1995)-  35 11 51.33817(N)    085 55 27.21987(W) AD(       ) 4
 FC1908  NAD 83(1995)-  35 11 51.34261(N)    085 55 27.21648(W) AD(       ) 4
 FC1908  NAD 83(1986)-  35 11 51.34396(N)    085 55 27.21623(W) AD(       ) 4
 FC1908  NAD 27      -  35 11 51.05000(N)    085 55 27.29000(W) AD(       ) 3
 FC1908
 FC1908.Superseded values are not recommended for survey control.
 FC1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1908.See file dsdata.txt to determine how the superseded data were derived.
 FC1908
 FC1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9793195486(NAD 83)
 FC1908_MARKER: 51 = TANK
 FC1908
 FC1908  HISTORY     - Date     Condition        Report By
 FC1908  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1908
 FC1908                          STATION DESCRIPTION
 FC1908
 FC1908'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1909 ***********************************************************************
 FC1909  DESIGNATION -  SEWANEE TVA RADIO MAST
 FC1909  PID         -  FC1909
 FC1909  STATE/COUNTY-  TN/FRANKLIN
 FC1909  USGS QUAD   -  SEWANEE (1974)
 FC1909
 FC1909                         *CURRENT SURVEY CONTROL
 FC1909  ___________________________________________________________________
 FC1909* NAD 83(1995)-  35 13 10.44201(N)    085 53 13.85975(W)     ADJUSTED  
 FC1909* NAVD 88     -                                                        
 FC1909  ___________________________________________________________________
 FC1909  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FC1909  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1909
 FC1909  HORZ ORDER  -  THIRD
 FC1909
 FC1909.The horizontal coordinates were established by classical geodetic methods
 FC1909.and adjusted by the National Geodetic Survey in April 1999..
 FC1909
 FC1909
 FC1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1909
 FC1909.The geoid height was determined by GEOID03.
 FC1909
 FC1909;                    North         East     Units Scale Factor Converg.
 FC1909;SPC TN       -    98,334.094   610,271.301   MT  1.00000551   +0 03 57.8
 FC1909;SPC TN       -   322,617.77  2,002,198.43   sFT  1.00000551   +0 03 57.8
 FC1909;UTM  16      - 3,897,959.921   601,276.518   MT  0.99972640   +0 38 30.6
 FC1909
 FC1909                          SUPERSEDED SURVEY CONTROL
 FC1909
 FC1909  NAD 83(1995)-  35 13 10.44442(N)    085 53 13.85978(W) AD(       ) 4
 FC1909  NAD 83(1995)-  35 13 10.44460(N)    085 53 13.86059(W) AD(       ) 4
 FC1909  NAD 83(1995)-  35 13 10.44862(N)    085 53 13.85738(W) AD(       ) 4
 FC1909  NAD 83(1986)-  35 13 10.44993(N)    085 53 13.85669(W) AD(       ) 4
 FC1909  NAD 27      -  35 13 10.15300(N)    085 53 13.93900(W) AD(       ) 3
 FC1909
 FC1909.Superseded values are not recommended for survey control.
 FC1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1909.See file dsdata.txt to determine how the superseded data were derived.
 FC1909
 FC1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0127797960(NAD 83)
 FC1909_MARKER: 42 = RADIO/TV MAST
 FC1909
 FC1909  HISTORY     - Date     Condition        Report By
 FC1909  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1909
 FC1909                          STATION DESCRIPTION
 FC1909
 FC1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1909'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MONTEAGLE AND ABOUT
 FC1909'2-1/2 MILES NORTHEAST OF SEWANEE.
 FC1909'
 FC1909'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON U.
 FC1909'S. HIGHWAY 64 FOR 3.75 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 FC1909'RIGHT AND GO 0.3 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 FC1909'0.1 MILE TO A LOOKOUT TOWER, PASS TO THE RIGHT OF THE LOOKOUT
 FC1909'TOWER AND CONTINUE FOR 0.1 MILE TO THE STATION.
 FC1909'
 FC1909'IT IS A TRUSSED STRUCTURE SUPPORTING AN ANTENNA WITH A RED LIGHT AT
 FC1909'THE TOP AND CENTER, PAINTED RED AND WHITE AND IS ABOUT 250
 FC1909'FEET HIGH.  THE RED LIGHT AT THE TOP AND CENTER WAS THE POINT
 FC1909'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2214 ***********************************************************************
 GC2214  DESIGNATION -  SEWART
 GC2214  PID         -  GC2214
 GC2214  STATE/COUNTY-  TN/RUTHERFORD
 GC2214  USGS QUAD   -  LA VERGNE (1983)
 GC2214
 GC2214                         *CURRENT SURVEY CONTROL
 GC2214  ___________________________________________________________________
 GC2214* NAD 83(1995)-  36 00 52.31364(N)    086 30 52.85291(W)     ADJUSTED  
 GC2214* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 GC2214  ___________________________________________________________________
 GC2214  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GC2214  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC2214
 GC2214  HORZ ORDER  -  SECOND
 GC2214
 GC2214.This mark is at Smyrna Airport (MQY)
 GC2214
 GC2214.The horizontal coordinates were established by classical geodetic methods
 GC2214.and adjusted by the National Geodetic Survey in April 1999..
 GC2214
 GC2214.The orthometric height was scaled from a topographic map.
 GC2214
 GC2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2214
 GC2214.The geoid height was determined by GEOID03.
 GC2214
 GC2214;                    North         East     Units Scale Factor Converg.
 GC2214;SPC TN       -   186,649.771   553,605.324   MT  0.99995334   -0 18 04.7
 GC2214;SPC TN       -   612,366.79  1,816,286.80   sFT  0.99995334   -0 18 04.7
 GC2214;UTM  16      - 3,985,669.126   543,732.752   MT  0.99962357   +0 17 07.3
 GC2214
 GC2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2214!SPC TN       -   0.99997912  x   0.99995334  =   0.99993246
 GC2214!UTM  16      -   0.99997912  x   0.99962357  =   0.99960270
 GC2214
 GC2214|---------------------------------------------------------------------|
 GC2214| PID    Reference Object                     Distance      Geod. Az  |
 GC2214|                                                           dddmmss.s |
 GC2214| CG7458 SEWART RM 1                          40.426 METERS 02816     |
 GC2214| GC2213 SEWART AIR FORCE BASE TANK          APPROX. 1.0 KM 1403858.2 |
 GC2214| FD1474 SMYRNA SOUTHEAST MUNICIPAL TK       APPROX. 4.6 KM 1810525.4 |
 GC2214| FD1473 SMYRNA NORTHWEST MUNICIPAL TK       APPROX. 4.1 KM 1902601.3 |
 GC2214| CG7457 SEWART AZ MK                                       1944058.9 |
 GC2214| CG7459 SEWART RM 2                          37.670 METERS 31429     |
 GC2214|---------------------------------------------------------------------|
 GC2214
 GC2214                          SUPERSEDED SURVEY CONTROL
 GC2214
 GC2214  NAD 83(1995)-  36 00 52.32001(N)    086 30 52.85570(W) AD(       ) 2
 GC2214  NAD 83(1995)-  36 00 52.32002(N)    086 30 52.85589(W) AD(       ) 2
 GC2214  NAD 83(1986)-  36 00 52.32506(N)    086 30 52.85453(W) AD(       ) 2
 GC2214  NAD 27      -  36 00 52.09740(N)    086 30 52.87900(W) AD(       ) 2
 GC2214
 GC2214.Superseded values are not recommended for survey control.
 GC2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2214.See file dsdata.txt to determine how the superseded data were derived.
 GC2214
 GC2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4373385669(NAD 83)
 GC2214_MARKER: DS = TRIANGULATION STATION DISK
 GC2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2214+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 GC2214
 GC2214  HISTORY     - Date     Condition        Report By
 GC2214  HISTORY     - 1960     MONUMENTED       CGS
 GC2214  HISTORY     - 1972     GOOD             NGS
 GC2214  HISTORY     - 1976     GOOD             NGS
 GC2214  HISTORY     - 1980     MARK NOT FOUND   NGS
 GC2214  HISTORY     - 20041116 GOOD             TVA
 GC2214
 GC2214                          STATION DESCRIPTION
 GC2214
 GC2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2214'THE STATION IS LOCATED ON THE HIGHEST ELEVATION OF SEWART AIR FORCE
 GC2214'BASE, ABOUT 3.5 MILES NORTHEAST OF SMYRNA, 0.3 MILE NORTH OF THE
 GC2214'BASE WATER TANK, AND 0.15 MILE NORTH OF THE PARKING APRON.
 GC2214'
 GC2214'THE STATION MARK IS 90 FEET SOUTH OF A FORK IN A GRAVELED ROAD, 39
 GC2214'FEET WEST OF THE THE CENTER OF A GRAVELED ROAD, AND 2.1 FEET NORTH
 GC2214'OF A WITNESS SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 GC2214'SQUARE CONCRETE POST, WHICH PROJECTS 6 INCHES, AND IS STAMPED SEWART
 GC2214'1960.
 GC2214'
 GC2214'REFERENCE MARK NO. 1 IS 66 FEET EAST OF THE FORK IN A GRAVELED ROAD.
 GC2214'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2214'OUTCROPPING BEDROCK, WHICH PROJECTS 6 INCHES, AND IS STAMPED SEWART
 GC2214'NO 1 1960.
 GC2214'
 GC2214'REFERENCE MARK NO. 2 IS 91 FEET WEST OF THE FORK IN A GRAVELED ROAD.
 GC2214'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2214'OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED SEWART NO 2 1960.
 GC2214'
 GC2214'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE MAIN GATE, 51 FEET NORTH OF
 GC2214'THE MAIN ACCESS ROAD, AND 2.7 FEET WEST OF A WITNESS SIGN. THE
 GC2214'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GC2214'POST, SET FLUSH, AND IS STAMPED SEWART 1960
 GC2214'
 GC2214'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2214
 GC2214                          STATION RECOVERY (1972)
 GC2214
 GC2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 GC2214'THE STATION RMS AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE
 GC2214'AIR FORCE BASE HAS BEEN CLOSED AND THE AIR FIELD IS NOW SMYRNA
 GC2214'AIRPORT.
 GC2214'
 GC2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILE NORTH OF
 GC2214'SMYRNA.
 GC2214
 GC2214                          STATION RECOVERY (1976)
 GC2214
 GC2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 GC2214'STATION RECOVERED AS DESCRIBED.
 GC2214'RM 1 AND 2 RECOVERED AS DESCRIBED.
 GC2214'AZIMUTH MARK NOT SEARCHED FOR.
 GC2214'
 GC2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SMYRNA AIRPORT.
 GC2214
 GC2214                          STATION RECOVERY (1980)
 GC2214
 GC2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2214'STATION MARK DESTROYED BY EARTHWORK IN AREA.  R. M.S SEARCHED FOR
 GC2214'BUT NOT RECOVERED.  BELIEVED TO BE DESTROYED ALSO.  AZIMUTH MARK
 GC2214'NOT SEARCHED FOR.
 GC2214'
 GC2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 GC2214'SMYRNA.
 GC2214
 GC2214                          STATION RECOVERY (2004)
 GC2214
 GC2214'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (RWR)
 GC2214'STATION NOT SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2213 ***********************************************************************
 GC2213  DESIGNATION -  SEWART AIR FORCE BASE TANK
 GC2213  PID         -  GC2213
 GC2213  STATE/COUNTY-  TN/RUTHERFORD
 GC2213  USGS QUAD   -  LA VERGNE (1983)
 GC2213
 GC2213                         *CURRENT SURVEY CONTROL
 GC2213  ___________________________________________________________________
 GC2213* NAD 83(1995)-  36 00 26.85498(N)    086 30 27.16141(W)     ADJUSTED  
 GC2213* NAVD 88     -                                                        
 GC2213  ___________________________________________________________________
 GC2213  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GC2213  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC2213
 GC2213  HORZ ORDER  -  THIRD
 GC2213
 GC2213.This mark is at Smyrna Airport (MQY)
 GC2213
 GC2213.The horizontal coordinates were established by classical geodetic methods
 GC2213.and adjusted by the National Geodetic Survey in April 1999..
 GC2213
 GC2213
 GC2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2213
 GC2213.The geoid height was determined by GEOID03.
 GC2213
 GC2213;                    North         East     Units Scale Factor Converg.
 GC2213;SPC TN       -   185,861.772   554,244.553   MT  0.99995296   -0 17 49.7
 GC2213;SPC TN       -   609,781.50  1,818,384.00   sFT  0.99995296   -0 17 49.7
 GC2213;UTM  16      - 3,984,887.970   544,379.803   MT  0.99962427   +0 17 22.3
 GC2213
 GC2213                          SUPERSEDED SURVEY CONTROL
 GC2213
 GC2213  NAD 83(1995)-  36 00 26.86069(N)    086 30 27.16364(W) AD(       ) 4
 GC2213  NAD 83(1995)-  36 00 26.86108(N)    086 30 27.16417(W) AD(       ) 4
 GC2213  NAD 83(1986)-  36 00 26.86655(N)    086 30 27.16309(W) AD(       ) 4
 GC2213  NAD 27      -  36 00 26.63900(N)    086 30 27.19000(W) AD(       ) 3
 GC2213
 GC2213.Superseded values are not recommended for survey control.
 GC2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2213.See file dsdata.txt to determine how the superseded data were derived.
 GC2213
 GC2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4438084888(NAD 83)
 GC2213_MARKER: 54 = WATER TOWER
 GC2213_SETTING: 0 = UNSPECIFIED SETTING
 GC2213
 GC2213  HISTORY     - Date     Condition        Report By
 GC2213  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2213  HISTORY     - 1972     GOOD             NGS
 GC2213  HISTORY     - 1982     GOOD             NGS
 GC2213  HISTORY     - 19920630 GOOD             NGS
 GC2213
 GC2213                          STATION DESCRIPTION
 GC2213
 GC2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2213'IT IS AN 8-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 GC2213'INTERNATIONAL ORANGE AND WHITE CHECKERBOARD, WITH A CONICAL ROOF AND
 GC2213'HAS A RED BEACON AT THE TOP AND CENTER.  THE OVER-ALL HEIGHT IS 173
 GC2213'FEET.  THE RED BEACON AT THE TOP AND CENTER WAS THE POINT
 GC2213'INTERSECTED.
 GC2213'
 GC2213'IT IS LOCATED ON THE WEST SIDE OF A STREET AND NEAR THE CENTER OF THE
 GC2213'AIR BASE.
 GC2213
 GC2213                          STATION RECOVERY (1972)
 GC2213
 GC2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 GC2213'THE STATION WAS RECOVERED AS DESCRIBED.  THE AIR FORCE BASE HAS BEEN
 GC2213'CLOSED AND THE AIR FIELD IS NOW SMYRNA AIRPORT.  THE RED BEACON
 GC2213'AT THE TOP CENTER OF THE TANK WHICH WAS OBSERVED HAS BEEN REMOVED
 GC2213'AND AN AIRPORT BEACON PLACED ON TOP OF THE TANK.  THE AIRPORT
 GC2213'BEACON WAS OBSERVED FROM STATION SEWART AND THE SPINDLE OF THE
 GC2213'BEACON WAS A LITTLE OFF THE CENTER OF THE TANK.
 GC2213'
 GC2213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILE NORTH OF
 GC2213'SMYRNA.
 GC2213
 GC2213                          STATION RECOVERY (1982)
 GC2213
 GC2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2213'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2213'
 GC2213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 GC2213'SMYRNA.
 GC2213
 GC2213                          STATION RECOVERY (1992)
 GC2213
 GC2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GC2213'FROM 1960 FORM 525B-IT IS AN EIGHT-LEGGED STEEL STRUCTURE SUPPORTING
 GC2213'THE TANK PROPER, PAINTED INTERNATIONAL ORANGE AND WHITE CHECKERBOARD,
 GC2213'WITH A CONICAL ROOF AND HAS A RED BEACON AT THE TOP AND CENTER.  THE
 GC2213'OVERALL HEIGHT IS 173 FEET.  (52.7 M) THE RED BEACON AT THE TOP AND
 GC2213'CENTER WAS THE POINT INTERSECTED.  IT IS LOCATED ON THE WEST SIDE OF A
 GC2213'STREET AND NEAR THE CENTER OF THE AIR BASE.  A 1972 FIELD SURVEYS
 GC2213'RECOVERY NOTE STATES THAT THE RED BEACON (OBSTRUCTION LIGHT) HAS BEEN
 GC2213'REMOVED AND AN AIRPORT BEACON HAS BEEN MOUNTED ON THE TANK, ALTHOUGH
 GC2213'NOT CENTERED.  IN 1982 SATISFACTORY AZIMUTH CHECKS WERE OBTAINED BY
 GC2213'OBSERVING THE VENT ON THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0667 ***********************************************************************
 FC0667  DESIGNATION -  SG 1
 FC0667  PID         -  FC0667
 FC0667  STATE/COUNTY-  TN/RHEA
 FC0667  USGS QUAD   -  RODDY (1976)
 FC0667
 FC0667                         *CURRENT SURVEY CONTROL
 FC0667  ___________________________________________________________________
 FC0667* NAD 83(1986)-  35 46 18.     (N)    084 46 21.     (W)     SCALED    
 FC0667* NAVD 88     -       232.987  (meters)     764.39   (feet)  ADJUSTED  
 FC0667  ___________________________________________________________________
 FC0667  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0667  DYNAMIC HT  -         232.770 (meters)     763.68  (feet)  COMP
 FC0667  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FC0667
 FC0667  VERT ORDER  -  FIRST     CLASS II
 FC0667
 FC0667.The horizontal coordinates were scaled from a topographic map and have
 FC0667.an estimated accuracy of +/- 6 seconds.
 FC0667
 FC0667.The orthometric height was determined by differential leveling
 FC0667.and adjusted by the National Geodetic Survey in June 1991..
 FC0667
 FC0667.The geoid height was determined by GEOID03.
 FC0667
 FC0667.The dynamic height is computed by dividing the NAVD 88
 FC0667.geopotential number by the normal gravity value computed on the
 FC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0667.degrees latitude (g = 980.6199 gals.).
 FC0667
 FC0667.The modeled gravity was interpolated from observed gravity values.
 FC0667
 FC0667;                    North         East    Units  Estimated Accuracy
 FC0667;SPC TN       -   160,280.      710,990.      MT  (+/- 180 meters Scaled)
 FC0667
 FC0667                          SUPERSEDED SURVEY CONTROL
 FC0667
 FC0667  NGVD 29 (??/??/92)  233.080  (m)          764.70   (f) ADJ UNCH    1 2
 FC0667
 FC0667.Superseded values are not recommended for survey control.
 FC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0667.See file dsdata.txt to determine how the superseded data were derived.
 FC0667
 FC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013609(NAD 83)
 FC0667_MARKER: DD = SURVEY DISK
 FC0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0667_STAMPING: SG 1
 FC0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0667+STABILITY: SURFACE MOTION
 FC0667
 FC0667  HISTORY     - Date     Condition        Report By
 FC0667  HISTORY     - UNK      MONUMENTED       TVA
 FC0667  HISTORY     - 1950     GOOD             NGS
 FC0667
 FC0667                          STATION DESCRIPTION
 FC0667
 FC0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0667'7.6 MI FROM SPRING CITY.
 FC0667'7.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0667'AT SPRING CITY, AT THE ROAD CROSSING AT RODDY, 141 FEET SOUTHEAST
 FC0667'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 35 FEET NORTHWEST OF
 FC0667'THE CENTER LINE OF U.S. HIGHWAY 27, 21 FEET NORTHEAST OF THE
 FC0667'CENTER LINE OF A GRAVEL ROAD, 51 FEET NORTH AND ACROSS THE
 FC0667'GRAVEL ROAD FROM THE NORTH CORNER OF AN 8-FOOT CONCRETE CULVERT
 FC0667'UNDER THE HIGHWAY, 0.3 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0667'POST, ABOUT 3 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 FC0667'OF A CONCRETE POST ABOUT 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9670 ***********************************************************************
 DE9670  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9670  DESIGNATION -  SG 735.7L
 DE9670  PID         -  DE9670
 DE9670  STATE/COUNTY-  TN/SHELBY
 DE9670  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 DE9670
 DE9670                         *CURRENT SURVEY CONTROL
 DE9670  ___________________________________________________________________
 DE9670* NAD 83(1995)-  35 08 20.72286(N)    090 03 39.51107(W)     ADJUSTED  
 DE9670* NAVD 88     -        70.19   (meters)     230.3    (feet)  GPS OBS   
 DE9670  ___________________________________________________________________
 DE9670  X           -      -5,556.924 (meters)                     COMP
 DE9670  Y           -  -5,221,592.825 (meters)                     COMP
 DE9670  Z           -   3,650,521.054 (meters)                     COMP
 DE9670  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DE9670  ELLIP HEIGHT-          42.87  (meters)          (01/24/03) GPS OBS
 DE9670  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DE9670
 DE9670  HORZ ORDER  -  FIRST
 DE9670  ELLP ORDER  -  SECOND    CLASS II
 DE9670
 DE9670.The horizontal coordinates were established by GPS observations
 DE9670.and adjusted by the National Geodetic Survey in January 2003..
 DE9670
 DE9670.The orthometric height was determined by GPS observations and a
 DE9670.high-resolution geoid model using precise GPS observation and
 DE9670.processing techniques.
 DE9670
 DE9670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9670
 DE9670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9670
 DE9670.The ellipsoidal height was determined by GPS observations
 DE9670.and is referenced to NAD 83.
 DE9670
 DE9670.The geoid height was determined by GEOID03.
 DE9670
 DE9670;                    North         East     Units Scale Factor Converg.
 DE9670;SPC TN       -    97,076.980   230,007.672   MT  1.00002142   -2 22 38.8
 DE9670;SPC TN       -   318,493.39    754,616.84   sFT  1.00002142   -2 22 38.8
 DE9670;UTM  15      - 3,892,422.703   767,776.205   MT  1.00048379   +1 41 33.4
 DE9670;UTM  16      - 3,892,757.964   221,109.286   MT  1.00055869   -1 45 46.5
 DE9670
 DE9670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9670!SPC TN       -   0.99999327  x   1.00002142  =   1.00001469
 DE9670!UTM  15      -   0.99999327  x   1.00048379  =   1.00047706
 DE9670!UTM  16      -   0.99999327  x   1.00055869  =   1.00055196
 DE9670
 DE9670                          SUPERSEDED SURVEY CONTROL
 DE9670
 DE9670.No superseded survey control is available for this station.
 DE9670
 DE9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6777692423(NAD 83)
 DE9670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9670_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9670_STAMPING: SG 735.7L
 DE9670_MARK LOGO: USACE 
 DE9670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9670+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9670
 DE9670  HISTORY     - Date     Condition        Report By
 DE9670  HISTORY     - 1991     MONUMENTED       USACE
 DE9670  HISTORY     - 20011014 GOOD             3001
 DE9670
 DE9670                          STATION DESCRIPTION
 DE9670
 DE9670'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9670'THE STATION IS LOCATED IN CITY OF MEMPHIS ON THE LEFT BANK OF
 DE9670'MISSISSIPPI RIVER, JUST SOUTH
 DE9670'OF INTERSTATE 40.
 DE9670' 
 DE9670'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 EXIT 18,
 DE9670'ON THE EAST SIDE OF
 DE9670'THE RIVER, GO SOUTH OFF OF EXIT 40, RIVERSIDE DR, FOR 1.05 MILES TO
 DE9670'STATION ON RIGHT AT THE
 DE9670'TOP BANK AND 20 FEET EAST OF TOP OF RIP RAP IN TOM LEVEE PARK.  AND
 DE9670'600 FEET DOWNSTREAM
 DE9670'OF MOUTH OF WOLF RIVER.
 DE9670' 
 DE9670'THE STATION IS 5 FEET EAST OF TOP BANK OF RIVER.  20.4 FEET WEST OF
 DE9670'THE WEST EDGE OF A
 DE9670'WALKWAY PATH.  50 FEET NORTH-NORTHWEST OF A CONCRETE CORNER FOR A HIGH
 DE9670'VOLTAGE BOX,
 DE9670'CORNER IS THE CORNER WITH THE METAL GUARD THAT IS FASTENED IN THE
 DE9670'CONCRETE HEADWALL
 DE9670'AROUND THE HIGH VOLTAGE BOX.  AND 5 FEET EAST OF A WITNESS POST.
 DE9670'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2169 ***********************************************************************
 FZ2169  DESIGNATION -  SHADY
 FZ2169  PID         -  FZ2169
 FZ2169  STATE/COUNTY-  TN/JOHNSON
 FZ2169  USGS QUAD   -  SHADY VALLEY (1988)
 FZ2169
 FZ2169                         *CURRENT SURVEY CONTROL
 FZ2169  ___________________________________________________________________
 FZ2169* NAD 83(1995)-  36 30 07.64113(N)    081 53 08.78237(W)     ADJUSTED  
 FZ2169* NAVD 88     -      1291.     (meters)    4236.     (feet)  SCALED    
 FZ2169  ___________________________________________________________________
 FZ2169  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FZ2169  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ2169
 FZ2169  HORZ ORDER  -  SECOND
 FZ2169
 FZ2169.The horizontal coordinates were established by classical geodetic methods
 FZ2169.and adjusted by the National Geodetic Survey in April 1999..
 FZ2169
 FZ2169.The orthometric height was scaled from a topographic map.
 FZ2169
 FZ2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2169
 FZ2169.The geoid height was determined by GEOID03.
 FZ2169
 FZ2169;                    North         East     Units Scale Factor Converg.
 FZ2169;SPC TN       -   248,378.016   968,485.517   MT  1.00001627   +2 24 31.1
 FZ2169;SPC TN       -   814,886.87  3,177,439.57   sFT  1.00001627   +2 24 31.1
 FZ2169;UTM  17      - 4,040,008.281   420,675.608   MT  0.99967752   -0 31 37.0
 FZ2169
 FZ2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2169!SPC TN       -   0.99980230  x   1.00001627  =   0.99981857
 FZ2169!UTM  17      -   0.99980230  x   0.99967752  =   0.99947989
 FZ2169
 FZ2169:                Primary Azimuth Mark                     Grid Az
 FZ2169:SPC TN       -  SHADY AZ MK                              024 12 15.1
 FZ2169:UTM  17      -  SHADY AZ MK                              027 08 23.2
 FZ2169
 FZ2169|---------------------------------------------------------------------|
 FZ2169| PID    Reference Object                     Distance      Geod. Az  |
 FZ2169|                                                           dddmmss.s |
 FZ2169| DC4286 SHADY AZ MK                                        0263646.2 |
 FZ2169| FZ1006 CRESS                               APPROX. 2.0 KM 1155512.8 |
 FZ2169| DC4288 SHADY RM 2                           17.520 METERS 23021     |
 FZ2169| DC4287 SHADY RM 1                           15.060 METERS 35204     |
 FZ2169|---------------------------------------------------------------------|
 FZ2169
 FZ2169                          SUPERSEDED SURVEY CONTROL
 FZ2169
 FZ2169  NAD 83(1995)-  36 30 07.64463(N)    081 53 08.78266(W) AD(       ) 2
 FZ2169  NAD 83(1995)-  36 30 07.65221(N)    081 53 08.78436(W) AD(       ) 2
 FZ2169  NAD 83(1986)-  36 30 07.65243(N)    081 53 08.78423(W) AD(       ) 2
 FZ2169  NAD 27      -  36 30 07.23275(N)    081 53 09.35941(W) AD(       ) 2
 FZ2169
 FZ2169.Superseded values are not recommended for survey control.
 FZ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2169.See file dsdata.txt to determine how the superseded data were derived.
 FZ2169
 FZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2067640008(NAD 83)
 FZ2169_MARKER: DS = TRIANGULATION STATION DISK
 FZ2169_SETTING: 80 = SET IN A BOULDER
 FZ2169_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FZ2169
 FZ2169  HISTORY     - Date     Condition        Report By
 FZ2169  HISTORY     - 1934     MONUMENTED       CGS
 FZ2169
 FZ2169                          STATION DESCRIPTION
 FZ2169
 FZ2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2169'IN UNAKA NATIONAL FOREST, ON SUMMIT OF IRON MOUNTAIN, ABOUT 4.75
 FZ2169'MILES
 FZ2169'WEST-NORTHWEST OF MOUNTAIN CITY, ABOUT 0.3 MILE NORTHEAST OF
 FZ2169'POINT WHERE U.  S.
 FZ2169'ROUTE 421 CROSSES SUMMIT, 200 FEET NORTH OF SOUTH
 FZ2169'EDGE OF SUMMIT, 61.5 FEET
 FZ2169'WEST-SOUTHWEST OF 24-INCH TRIANGLE-BLAZED
 FZ2169'CHESTNUT TREE, 25 FEET EAST OF 30-INCH MAPLE
 FZ2169'TREE, AND NEAR EAST EDGE
 FZ2169'OF GRASSY SPOT.  TO REACH FROM POINT WHERE U.  S.  ROUTE 421
 FZ2169'CROSSES SUMMIT OF
 FZ2169'IRON MOUNTAIN, GO NORTHEAST 0.5 MILE ON DIM TRAIL ALONG
 FZ2169'CROSS RIDGE TO SUMMIT, TURN
 FZ2169'RIGHT, AND GO ABOUT 100 YARDS TO STATION
 FZ2169'SITE.  MARKED BY STANDARD STATION DISK IN
 FZ2169'BOULDER, FLUSH WITH
 FZ2169'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FZ2169'DISKS IN ROCK
 FZ2169'OUTCROP.  NO. 1 IS FLUSH WITH GROUND AND 49.41 FEET
 FZ2169'FROM STATION N 7 DEG 56 MIN E.
 FZ2169'NO. 2 IS FLUSH WITH GROUND
 FZ2169'AND 57.48 FEET FROM STATION S 50
 FZ2169'DEG 21 MIN W.  AZIMUTH MARK
 FZ2169'IS ABOUT 100 FEET SOUTH OF NORTH EDGE OF SUMMIT, 15 FEET
 FZ2169'SOUTHWEST OF
 FZ2169'30-INCH TRIANGLE-BLAZED OAK TREE, AND 350 FEET FROM STATION
 FZ2169'N 26 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2189 ***********************************************************************
 GB2189  DESIGNATION -  SHANK
 GB2189  PID         -  GB2189
 GB2189  STATE/COUNTY-  TN/CLAY
 GB2189  USGS QUAD   -  CELINA (1981)
 GB2189
 GB2189                         *CURRENT SURVEY CONTROL
 GB2189  ___________________________________________________________________
 GB2189* NAD 83(1995)-  36 31 04.24049(N)    085 32 06.98225(W)     ADJUSTED  
 GB2189* NAVD 88     -       171.955  (meters)     564.16   (feet)  ADJUSTED  
 GB2189  ___________________________________________________________________
 GB2189  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GB2189  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2189  DYNAMIC HT  -         171.808 (meters)     563.67  (feet)  COMP
 GB2189  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GB2189
 GB2189  HORZ ORDER  -  SECOND
 GB2189  VERT ORDER  -  SECOND    CLASS 0
 GB2189
 GB2189.The horizontal coordinates were established by classical geodetic methods
 GB2189.and adjusted by the National Geodetic Survey in April 1999..
 GB2189
 GB2189.The orthometric height was determined by differential leveling
 GB2189.and adjusted by the National Geodetic Survey in June 1991..
 GB2189
 GB2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2189
 GB2189.The geoid height was determined by GEOID03.
 GB2189
 GB2189.The dynamic height is computed by dividing the NAVD 88
 GB2189.geopotential number by the normal gravity value computed on the
 GB2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2189.degrees latitude (g = 980.6199 gals.).
 GB2189
 GB2189.The modeled gravity was interpolated from observed gravity values.
 GB2189
 GB2189;                    North         East     Units Scale Factor Converg.
 GB2189;SPC TN       -   242,475.090   641,626.517   MT  1.00001951   +0 16 19.5
 GB2189;SPC TN       -   795,520.36  2,105,069.66   sFT  1.00001951   +0 16 19.5
 GB2189;UTM  16      - 4,042,385.156   631,148.129   MT  0.99981191   +0 52 18.3
 GB2189
 GB2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2189!SPC TN       -   0.99997779  x   1.00001951  =   0.99999730
 GB2189!UTM  16      -   0.99997779  x   0.99981191  =   0.99978971
 GB2189
 GB2189|---------------------------------------------------------------------|
 GB2189| PID    Reference Object                     Distance      Geod. Az  |
 GB2189|                                                           dddmmss.s |
 GB2189| GB2191 SHANK RM 1                           11.632 METERS 02854     |
 GB2189| GB2190 SHANK RM 2                           11.020 METERS 11624     |
 GB2189| GB2188 SHANK AZ MK                                        2175013.8 |
 GB2189|---------------------------------------------------------------------|
 GB2189
 GB2189                          SUPERSEDED SURVEY CONTROL
 GB2189
 GB2189  NAD 83(1995)-  36 31 04.24131(N)    085 32 06.98276(W) AD(       ) 2
 GB2189  NAD 83(1995)-  36 31 04.24917(N)    085 32 06.98723(W) AD(       ) 2
 GB2189  NAD 83(1986)-  36 31 04.25112(N)    085 32 06.98682(W) AD(       ) 2
 GB2189  NAD 27      -  36 31 04.02875(N)    085 32 07.09163(W) AD(       ) 2
 GB2189  NGVD 29 (??/??/92)  172.064  (m)          564.51   (f) ADJ UNCH    2 0
 GB2189
 GB2189.Superseded values are not recommended for survey control.
 GB2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2189.See file dsdata.txt to determine how the superseded data were derived.
 GB2189
 GB2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3114842385(NAD 83)
 GB2189_MARKER: DE = TRAVERSE STATION DISK
 GB2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2189_STAMPING: SHANK 1966
 GB2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2189+STABILITY: SURFACE MOTION
 GB2189
 GB2189  HISTORY     - Date     Condition        Report By
 GB2189  HISTORY     - 1966     MONUMENTED       TNHD
 GB2189  HISTORY     - 1966     GOOD             TNHD
 GB2189
 GB2189                          STATION DESCRIPTION
 GB2189
 GB2189'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2189'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF CELINA AND
 GB2189'ABOUT 4-1/2 MILES WEST OF DALE HOLLOW DAM.
 GB2189'
 GB2189'TO REACH THE STATION FROM THE POST OFFICE IN CELINA GO SOUTHERLY ON
 GB2189'STATE ROUTE 52 AND 53 FOR 1.35 MILES TO THE INTERSECTION OF
 GB2189'STATE ROUTE 52 AND STATE ROUTE 53, TURN RIGHT AND GO 1.9 MILES
 GB2189'SOUTHERLY ON STATE ROUTE 53 TO THE STATION ON THE RIGHT.
 GB2189'
 GB2189'THE STATION IS 18 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2189'53, 23 FEET SOUTH OF A POWER POLE WITH A BRACE POLE 2 FEET EAST OF A
 GB2189'WIRE FENCE AND 1.9 FEET SOUTH OF A METAL WITNESS POST AND SIGN. THE
 GB2189'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2189'DEPARTMENT DISKS AND THE DISKS ARE STAMPED SHANK 1966. THE
 GB2189'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GB2189'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2189'MONUMENT.
 GB2189'
 GB2189'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE APPROXIMATE CENTER OF
 GB2189'STATE ROUTE 53, 16 FEET NORTH OF A POWER POLE WITH A BRACE POLE,
 GB2189'AND 1 FOOT EAST OF A WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2189'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2189'CONCRETE MONUMENT AND THE DISK IS STAMPED SHANK RM-1 1966.
 GB2189'
 GB2189'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE APPROXIMATE CENTER OF
 GB2189'STATE ROUTE 53 AND 1 FOOT WEST OF A WIRE FENCE. IT IS A STANDARD
 GB2189'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2189'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SHANK RM-2
 GB2189'1966.
 GB2189'
 GB2189'THE AZIMUTH MARK IS 15 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB2189'STATE ROUTE 53, AND 1.9 FEET NORTHEAST OF A METAL WITNESS POST
 GB2189'AND SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2189'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2189'DISK IS STAMPED SHANK AZI. 1966.
 GB2189'
 GB2189'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON STATE
 GB2189'ROUTE 53 FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 GB2189'
 GB2189'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2189'
 GB2189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2189
 GB2189                          STATION RECOVERY (1966)
 GB2189
 GB2189'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB2189'2.5 MI SW FROM CELINA.
 GB2189'FROM THE POST OFFICE IN CELINA, GO SOUTHERLY ON STATE ROUTE 52
 GB2189'AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTES 52 AND 53.
 GB2189'TURN RIGHT AND GO SOUTHWESTERLY ON STATE ROUTE 53 FOR 1.7 MILES
 GB2189'TO THE MARK ON THE RIGHT, 23 FEET SOUTH OF A BRACED POWER POLE,
 GB2189'18 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 2 FEET
 GB2189'EAST OF A WIRE FENCE AND 1.9 FEET SOUTH OF A METAL WITNESS POST
 GB2189'AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2189'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2188 ***********************************************************************
 GB2188  DESIGNATION -  SHANK AZ MK
 GB2188  PID         -  GB2188
 GB2188  STATE/COUNTY-  TN/CLAY
 GB2188  USGS QUAD   -  CELINA (1981)
 GB2188
 GB2188                         *CURRENT SURVEY CONTROL
 GB2188  ___________________________________________________________________
 GB2188* NAD 83(1986)-  36 30 38.     (N)    085 32 32.     (W)     SCALED    
 GB2188* NAVD 88     -       167.088  (meters)     548.19   (feet)  ADJUSTED  
 GB2188  ___________________________________________________________________
 GB2188  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB2188  DYNAMIC HT  -         166.946 (meters)     547.72  (feet)  COMP
 GB2188  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GB2188
 GB2188  VERT ORDER  -  SECOND    CLASS 0
 GB2188
 GB2188.The horizontal coordinates were scaled from a topographic map and have
 GB2188.an estimated accuracy of +/- 6 seconds.
 GB2188
 GB2188.The orthometric height was determined by differential leveling
 GB2188.and adjusted by the National Geodetic Survey in June 1991..
 GB2188
 GB2188.The geoid height was determined by GEOID03.
 GB2188
 GB2188.The dynamic height is computed by dividing the NAVD 88
 GB2188.geopotential number by the normal gravity value computed on the
 GB2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2188.degrees latitude (g = 980.6199 gals.).
 GB2188
 GB2188.The modeled gravity was interpolated from observed gravity values.
 GB2188
 GB2188;                    North         East    Units  Estimated Accuracy
 GB2188;SPC TN       -   241,660.      641,010.      MT  (+/- 180 meters Scaled)
 GB2188
 GB2188                          SUPERSEDED SURVEY CONTROL
 GB2188
 GB2188  NGVD 29 (??/??/92)  167.196  (m)          548.54   (f) ADJ UNCH    2 0
 GB2188
 GB2188.Superseded values are not recommended for survey control.
 GB2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2188.See file dsdata.txt to determine how the superseded data were derived.
 GB2188
 GB2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF305415(NAD 83)
 GB2188_MARKER: DR = REFERENCE MARK DISK
 GB2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2188_STAMPING: SHANK AZI 1966
 GB2188_MARK LOGO: TNHD  
 GB2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2188+STABILITY: SURFACE MOTION
 GB2188
 GB2188  HISTORY     - Date     Condition        Report By
 GB2188  HISTORY     - 1966     MONUMENTED       TNHD
 GB2188
 GB2188                          STATION DESCRIPTION
 GB2188
 GB2188'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2188'3 MI SW FROM CELINA.
 GB2188'FROM THE POST OFFICE IN CELINA, GO SOUTHERLY ON STATE ROUTE 52
 GB2188'AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTES 52 AND 53.
 GB2188'TURN RIGHT AND GO SOUTHWESTERLY ON STATE ROUTE 53 FOR 2.4
 GB2188'MILES TO THE MARK ON THE RIGHT, 15 FEET NORTHWEST OF THE
 GB2188'APPROXIMATE CENTER OF STATE ROUTE 53 AND 1.9 FEET NORTHEAST OF A
 GB2188'METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 GB2188'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2191 ***********************************************************************
 GB2191  DESIGNATION -  SHANK RM 1
 GB2191  PID         -  GB2191
 GB2191  STATE/COUNTY-  TN/CLAY
 GB2191  USGS QUAD   -  CELINA (1981)
 GB2191
 GB2191                         *CURRENT SURVEY CONTROL
 GB2191  ___________________________________________________________________
 GB2191* NAD 83(1986)-  36 31 04.     (N)    085 32 07.     (W)     SCALED    
 GB2191* NAVD 88     -       172.224  (meters)     565.04   (feet)  ADJUSTED  
 GB2191  ___________________________________________________________________
 GB2191  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2191  DYNAMIC HT  -         172.077 (meters)     564.56  (feet)  COMP
 GB2191  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB2191
 GB2191  VERT ORDER  -  SECOND    CLASS 0
 GB2191
 GB2191.The horizontal coordinates were scaled from a topographic map and have
 GB2191.an estimated accuracy of +/- 6 seconds.
 GB2191
 GB2191.The orthometric height was determined by differential leveling
 GB2191.and adjusted by the National Geodetic Survey in June 1991..
 GB2191
 GB2191.The geoid height was determined by GEOID03.
 GB2191
 GB2191.The dynamic height is computed by dividing the NAVD 88
 GB2191.geopotential number by the normal gravity value computed on the
 GB2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2191.degrees latitude (g = 980.6199 gals.).
 GB2191
 GB2191.The modeled gravity was interpolated from observed gravity values.
 GB2191
 GB2191;                    North         East    Units  Estimated Accuracy
 GB2191;SPC TN       -   242,470.      641,630.      MT  (+/- 180 meters Scaled)
 GB2191
 GB2191                          SUPERSEDED SURVEY CONTROL
 GB2191
 GB2191  NGVD 29 (??/??/92)  172.333  (m)          565.40   (f) ADJ UNCH    2 0
 GB2191
 GB2191.Superseded values are not recommended for survey control.
 GB2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2191.See file dsdata.txt to determine how the superseded data were derived.
 GB2191
 GB2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF311423(NAD 83)
 GB2191_MARKER: DR = REFERENCE MARK DISK
 GB2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2191_STAMPING: SHANK RM-1 1966
 GB2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2191+STABILITY: SURFACE MOTION
 GB2191
 GB2191  HISTORY     - Date     Condition        Report By
 GB2191  HISTORY     - 1966     MONUMENTED       TNHD
 GB2191
 GB2191                          STATION DESCRIPTION
 GB2191
 GB2191'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2191'2.5 MI SW FROM CELINA.
 GB2191'AT THE SHANK 1966 STATION SITE, 38.16 FEET NORTHEAST OF THE
 GB2191'STATION MARK, 17 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB2191'ROUTE 53, 16 FEET NORTH OF A BRACED POWER POLE AND 1 FOOT
 GB2191'EAST OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB2191'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2190 ***********************************************************************
 GB2190  DESIGNATION -  SHANK RM 2
 GB2190  PID         -  GB2190
 GB2190  STATE/COUNTY-  TN/CLAY
 GB2190  USGS QUAD   -  CELINA (1981)
 GB2190
 GB2190                         *CURRENT SURVEY CONTROL
 GB2190  ___________________________________________________________________
 GB2190* NAD 83(1986)-  36 31 04.     (N)    085 32 07.     (W)     SCALED    
 GB2190* NAVD 88     -       172.573  (meters)     566.18   (feet)  ADJUSTED  
 GB2190  ___________________________________________________________________
 GB2190  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2190  DYNAMIC HT  -         172.425 (meters)     565.70  (feet)  COMP
 GB2190  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB2190
 GB2190  VERT ORDER  -  SECOND    CLASS 0
 GB2190
 GB2190.The horizontal coordinates were scaled from a topographic map and have
 GB2190.an estimated accuracy of +/- 6 seconds.
 GB2190
 GB2190.The orthometric height was determined by differential leveling
 GB2190.and adjusted by the National Geodetic Survey in June 1991..
 GB2190
 GB2190.The geoid height was determined by GEOID03.
 GB2190
 GB2190.The dynamic height is computed by dividing the NAVD 88
 GB2190.geopotential number by the normal gravity value computed on the
 GB2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2190.degrees latitude (g = 980.6199 gals.).
 GB2190
 GB2190.The modeled gravity was interpolated from observed gravity values.
 GB2190
 GB2190;                    North         East    Units  Estimated Accuracy
 GB2190;SPC TN       -   242,470.      641,630.      MT  (+/- 180 meters Scaled)
 GB2190
 GB2190                          SUPERSEDED SURVEY CONTROL
 GB2190
 GB2190  NGVD 29 (??/??/92)  172.681  (m)          566.54   (f) ADJ UNCH    2 0
 GB2190
 GB2190.Superseded values are not recommended for survey control.
 GB2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2190.See file dsdata.txt to determine how the superseded data were derived.
 GB2190
 GB2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF311423(NAD 83)
 GB2190_MARKER: DR = REFERENCE MARK DISK
 GB2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2190_STAMPING: SHANK RM-2 1966
 GB2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2190+STABILITY: SURFACE MOTION
 GB2190
 GB2190  HISTORY     - Date     Condition        Report By
 GB2190  HISTORY     - 1966     MONUMENTED       TNHD
 GB2190
 GB2190                          STATION DESCRIPTION
 GB2190
 GB2190'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2190'2.5 MI SW FROM CELINA.
 GB2190'AT THE SHANK 1966 STATION SITE, 36.16 FEET SOUTHEAST OF THE
 GB2190'STATION MARK, 18 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB2190'ROUTE 53 AND 1 FOOT WEST OF A WIRE FENCE.  THE DISK IS SET IN
 GB2190'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1503 ***********************************************************************
 GD1503  DESIGNATION -  SHARON 2
 GD1503  PID         -  GD1503
 GD1503  STATE/COUNTY-  TN/WEAKLEY
 GD1503  USGS QUAD   -  GREENFIELD (1985)
 GD1503
 GD1503                         *CURRENT SURVEY CONTROL
 GD1503  ___________________________________________________________________
 GD1503* NAD 83(1995)-  36 14 24.80324(N)    088 49 36.49647(W)     ADJUSTED  
 GD1503* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 GD1503  ___________________________________________________________________
 GD1503  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GD1503  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1503
 GD1503  HORZ ORDER  -  SECOND
 GD1503
 GD1503.The horizontal coordinates were established by classical geodetic methods
 GD1503.and adjusted by the National Geodetic Survey in April 1999..
 GD1503
 GD1503.The orthometric height was scaled from a topographic map.
 GD1503
 GD1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1503
 GD1503.The geoid height was determined by GEOID03.
 GD1503
 GD1503;                    North         East     Units Scale Factor Converg.
 GD1503;SPC TN       -   215,239.213   345,942.173   MT  0.99997346   -1 39 17.7
 GD1503;SPC TN       -   706,163.98  1,134,978.61   sFT  0.99997346   -1 39 17.7
 GD1503;UTM  16      - 4,012,140.593   335,846.783   MT  0.99993202   -1 04 48.7
 GD1503
 GD1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1503!SPC TN       -   0.99998386  x   0.99997346  =   0.99995732
 GD1503!UTM  16      -   0.99998386  x   0.99993202  =   0.99991589
 GD1503
 GD1503                          SUPERSEDED SURVEY CONTROL
 GD1503
 GD1503  NAD 83(1995)-  36 14 24.80476(N)    088 49 36.49866(W) AD(       ) 2
 GD1503  NAD 83(1995)-  36 14 24.80486(N)    088 49 36.49924(W) AD(       ) 2
 GD1503  NAD 83(1986)-  36 14 24.81596(N)    088 49 36.49513(W) AD(       ) 2
 GD1503  NAD 27      -  36 14 24.58500(N)    088 49 36.27500(W) AD(       ) 2
 GD1503
 GD1503.Superseded values are not recommended for survey control.
 GD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1503.See file dsdata.txt to determine how the superseded data were derived.
 GD1503
 GD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3584712141(NAD 83)
 GD1503_MARKER: DS = TRIANGULATION STATION DISK
 GD1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1503_STAMPING: SHARON 2 1959
 GD1503_MARK LOGO: CGS   
 GD1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1503+STABILITY: SURFACE MOTION
 GD1503
 GD1503  HISTORY     - Date     Condition        Report By
 GD1503  HISTORY     - 1959     MONUMENTED       CGS
 GD1503  HISTORY     - 1967     GOOD             CGS
 GD1503
 GD1503                          STATION DESCRIPTION
 GD1503
 GD1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1503'THE STATION IS ABOUT 0.5 MILE NORTH OF SHARON AND ON THE ROAD
 GD1503'RIGHT-OF-WAY.  IT IS 222 FEET NORTH OF A WIRE FENCE, 75 FEET SOUTH
 GD1503'OF A POWER POLE, 30 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 45E
 GD1503'AND 6 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT IS 18 INCHES
 GD1503'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED SHARON 2 1959.
 GD1503'
 GD1503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1503'HIGHWAY 89, MAIN STREET, IN THE TOWN OF SHARON, GO NORTH ON U.S.
 GD1503'HIGHWAY 45E FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GD1503'
 GD1503'A TRAVERSE WAS MADE TO SHARON RM 3 1958 THE DISTANCE BEING 21.502
 GD1503'FEET AND 6.5540 METERS.
 GD1503
 GD1503                          STATION RECOVERY (1967)
 GD1503
 GD1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1503'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GD1503'
 GD1503'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1503'
 GD1503'THE STATION IS ABOUT 7 MILES SOUTH OF MARTIN, 5 MILES NORTH OF
 GD1503'GREENFIELD, AND 0.5 OF A MILE NORTH OF SHARON ALONG THE EAST
 GD1503'RIGHT-OF-WAY OF U.S. HIGHWAY 45E AT THE TOP OF A LOW BANK, AND AT
 GD1503'THE SHARON R.M. 3 1958 TRIANGULATION STATION SITE.
 GD1503'
 GD1503'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 GD1503'HIGHWAY 45E AND STATE ROUTE 89, THIS IS MAIN STREET, IN SHARON, GO
 GD1503'NORTH ON U.S. HIGHWAY 45E FOR 0.5 OF A MILE TO A LOW BANK ON THE
 GD1503'RIGHT AND THE STATION AS DESCRIBED.
 GD1503'
 GD1503'THE STATION IS 238 FEET NORTH OF THE NORTHWEST CORNER OF A CEMENT
 GD1503'BLOCK STORE BUILDING, 75 FEET SOUTH OF A POWERLINE POLE, 30 FEET
 GD1503'EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E, 21.502 FEET -
 GD1503'6.5540 METERS WEST OF SHARON R.M. 3 1959, AND 5.6 FEET EAST OF A
 GD1503'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1503'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 18 INCHES
 GD1503'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED SHARON 2
 GD1503'1959.
 GD1503'
 GD1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.5 OF A
 GD1503'MILE NORTH OF SHARON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0341 ***********************************************************************
 GD0341  DESIGNATION -  SHARON AZ MK
 GD0341  PID         -  GD0341
 GD0341  STATE/COUNTY-  TN/WEAKLEY
 GD0341  USGS QUAD   -  GREENFIELD (1985)
 GD0341
 GD0341                         *CURRENT SURVEY CONTROL
 GD0341  ___________________________________________________________________
 GD0341* NAD 83(1986)-  36 14 43.     (N)    088 49 40.     (W)     SCALED    
 GD0341* NAVD 88     -       120.926  (meters)     396.74   (feet)  ADJUSTED  
 GD0341  ___________________________________________________________________
 GD0341  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0341  DYNAMIC HT  -         120.827 (meters)     396.41  (feet)  COMP
 GD0341  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GD0341
 GD0341  VERT ORDER  -  FIRST     CLASS II
 GD0341
 GD0341.The horizontal coordinates were scaled from a topographic map and have
 GD0341.an estimated accuracy of +/- 6 seconds.
 GD0341
 GD0341.The orthometric height was determined by differential leveling
 GD0341.and adjusted by the National Geodetic Survey in June 1991..
 GD0341
 GD0341.The geoid height was determined by GEOID03.
 GD0341
 GD0341.The dynamic height is computed by dividing the NAVD 88
 GD0341.geopotential number by the normal gravity value computed on the
 GD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0341.degrees latitude (g = 980.6199 gals.).
 GD0341
 GD0341.The modeled gravity was interpolated from observed gravity values.
 GD0341
 GD0341;                    North         East    Units  Estimated Accuracy
 GD0341;SPC TN       -   215,800.      345,870.      MT  (+/- 180 meters Scaled)
 GD0341
 GD0341                          SUPERSEDED SURVEY CONTROL
 GD0341
 GD0341  NGVD 29 (??/??/??)  120.944  (m)          396.80   (f) ADJUSTED    1 2
 GD0341
 GD0341.Superseded values are not recommended for survey control.
 GD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0341.See file dsdata.txt to determine how the superseded data were derived.
 GD0341
 GD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF357127(NAD 83)
 GD0341_MARKER: DZ = AZIMUTH MARK DISK
 GD0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0341_STAMPING: SHARON AZI 1934
 GD0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0341+STABILITY: SURFACE MOTION
 GD0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0341+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0341
 GD0341  HISTORY     - Date     Condition        Report By
 GD0341  HISTORY     - 1934     MONUMENTED       CGS
 GD0341  HISTORY     - 1948     GOOD             CGS
 GD0341  HISTORY     - 1967     GOOD             CGS
 GD0341  HISTORY     - 20020826 GOOD             USACE
 GD0341
 GD0341                          STATION DESCRIPTION
 GD0341
 GD0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0341'1 MI N FROM SHARON.
 GD0341'ABOUT 0.1 MILE WEST ALONG A BLACK TOP STREET FROM THE POST
 GD0341'OFFICE AT SHARON, THENCE ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY
 GD0341'45E, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 102 FEET WEST
 GD0341'AND ACROSS THE HIGHWAY FROM THE WEST RAIL OF THE ILLINOIS CENTRAL
 GD0341'RAILROAD, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 68
 GD0341'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1.5 FEET EAST
 GD0341'OF BEING IN LINE WITH A ROW OF TELEPHONE POLES, 204 FEET NORTH
 GD0341'OF A HIGHWAY R/W MARKER POST, 1 FOOT NORTH OF A WHITE WOODEN
 GD0341'WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 GD0341'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE TOP OF THE POST
 GD0341'IS BADLY BATTERED BUT THE DISK IS STILL TIGHTLY INTACT.
 GD0341'NOTE-- MARK MAY BE REACHED FROM THE ILLINOIS CENTRAL RAILROAD
 GD0341'STATION AT SHARON BY GOING ABOUT 0.9 MILE NORTH ALONG THE
 GD0341'RAILROAD.
 GD0341
 GD0341                          STATION RECOVERY (1967)
 GD0341
 GD0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0341'RECOVERED IN GOOD CONDITION.
 GD0341
 GD0341                          STATION RECOVERY (2002)
 GD0341
 GD0341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0341'ROAD LEADING WEST IS NOW NOWLIN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1501 ***********************************************************************
 GD1501  DESIGNATION -  SHARON MUNICIPAL TANK
 GD1501  PID         -  GD1501
 GD1501  STATE/COUNTY-  TN/WEAKLEY
 GD1501  USGS QUAD   -  GREENFIELD (1985)
 GD1501
 GD1501                         *CURRENT SURVEY CONTROL
 GD1501  ___________________________________________________________________
 GD1501* NAD 83(1995)-  36 13 58.08756(N)    088 49 31.24314(W)     ADJUSTED  
 GD1501* NAVD 88     -                                                        
 GD1501  ___________________________________________________________________
 GD1501  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GD1501  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1501
 GD1501  HORZ ORDER  -  THIRD
 GD1501
 GD1501.The horizontal coordinates were established by classical geodetic methods
 GD1501.and adjusted by the National Geodetic Survey in April 1999..
 GD1501
 GD1501
 GD1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1501
 GD1501.The geoid height was determined by GEOID03.
 GD1501
 GD1501;                    North         East     Units Scale Factor Converg.
 GD1501;SPC TN       -   214,412.329   346,049.518   MT  0.99997255   -1 39 14.6
 GD1501;SPC TN       -   703,451.12  1,135,330.79   sFT  0.99997255   -1 39 14.6
 GD1501;UTM  16      - 4,011,314.862   335,962.413   MT  0.99993155   -1 04 44.9
 GD1501
 GD1501                          SUPERSEDED SURVEY CONTROL
 GD1501
 GD1501  NAD 83(1995)-  36 13 58.08912(N)    088 49 31.24541(W) AD(       ) 4
 GD1501  NAD 83(1995)-  36 13 58.08935(N)    088 49 31.24593(W) AD(       ) 4
 GD1501  NAD 83(1986)-  36 13 58.10034(N)    088 49 31.24182(W) AD(       ) 4
 GD1501  NAD 27      -  36 13 57.86800(N)    088 49 31.02000(W) AD(       ) 3
 GD1501
 GD1501.Superseded values are not recommended for survey control.
 GD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1501.See file dsdata.txt to determine how the superseded data were derived.
 GD1501
 GD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3596211315(NAD 83)
 GD1501_MARKER: 53 = ELEVATED TANK
 GD1501
 GD1501  HISTORY     - Date     Condition        Report By
 GD1501  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1501  HISTORY     - 1958     GOOD             CGS
 GD1501  HISTORY     - 1959     GOOD             CGS
 GD1501  HISTORY     - 1967     GOOD             CGS
 GD1501
 GD1501                          STATION DESCRIPTION
 GD1501
 GD1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1501'THE STATION WAS ESTABLISHED IN 1934 BUT A DESCRIPTION WAS NOT WRITTEN
 GD1501'AT THIS TIME.  THE STATION IS THE CENTER OF THE TOP OF THE WATER
 GD1501'TANK. THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED
 GD1501'SILVER WITH AN OVERALL HEIGHT OF ABOUT 90 FEET.  THE WORD SHARON
 GD1501'IS PAINTED IN BLACK LETTERS ON THE EAST AND WEST SIDES OF THE TANK.
 GD1501
 GD1501                          STATION RECOVERY (1959)
 GD1501
 GD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1501'RECOVERED AS DESCRIBED IN 1958.  THE TANK IS PAINTED SILVER WITH THE
 GD1501'NAME SHARON IN BLACK LETTERS ON THE EAST AND WEST SIDES.
 GD1501
 GD1501                          STATION RECOVERY (1967)
 GD1501
 GD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1501'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1501'INTERSECTED IN 1934 AND 1959.  PRIOR TO 1964 THIS WAS THE ONLY WATER
 GD1501'TANK THAT EVER EXISTED IN SHARON.  THERE IS NOW A NEW, LARGE, DOMED
 GD1501'TANK PAINTED METALIC GREEN ABOUT 0.2 OF A MILE EAST OF THE OLD
 GD1501'TANK.
 GD1501'
 GD1501'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1501'
 GD1501'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 GD1501'E. MILL STREET AND S. HOLLIS STREET ACROSS THE STREET WEST OF THE
 GD1501'SHARON FIRE DEPARTMENT, 52 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1501'E. MILL STREET AND 48 FEET WEST OF THE APPROXIMATE CENTER OF S.
 GD1501'HOLLIS STREET.
 GD1501'
 GD1501'IT IS A FOUR LEGGED STEEL TRUSSWORK STRUCTURE SUPPORTING THE TANK
 GD1501'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, IS
 GD1501'PAINTED ALUMINUM WITH THE LEGEND SHARON PAINTED IN BLACK ON THE EAST
 GD1501'AND WEST SIDES OF THE TANK, AND HAS AN OVER-ALL HEIGHT OF 90 FEET.
 GD1501'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1501'
 GD1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT SHARON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0343 ***********************************************************************
 GD0343  DESIGNATION -  SHARON RM 1
 GD0343  PID         -  GD0343
 GD0343  STATE/COUNTY-  TN/WEAKLEY
 GD0343  USGS QUAD   -  GREENFIELD (1985)
 GD0343
 GD0343                         *CURRENT SURVEY CONTROL
 GD0343  ___________________________________________________________________
 GD0343* NAD 83(1986)-  36 14 23.     (N)    088 49 37.     (W)     SCALED    
 GD0343* NAVD 88     -       129.119  (meters)     423.62   (feet)  ADJUSTED  
 GD0343  ___________________________________________________________________
 GD0343  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0343  DYNAMIC HT  -         129.013 (meters)     423.27  (feet)  COMP
 GD0343  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GD0343
 GD0343  VERT ORDER  -  FIRST     CLASS II
 GD0343
 GD0343.The horizontal coordinates were scaled from a topographic map and have
 GD0343.an estimated accuracy of +/- 6 seconds.
 GD0343
 GD0343.The orthometric height was determined by differential leveling
 GD0343.and adjusted by the National Geodetic Survey in June 1991..
 GD0343
 GD0343.The geoid height was determined by GEOID03.
 GD0343
 GD0343.The dynamic height is computed by dividing the NAVD 88
 GD0343.geopotential number by the normal gravity value computed on the
 GD0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0343.degrees latitude (g = 980.6199 gals.).
 GD0343
 GD0343.The modeled gravity was interpolated from observed gravity values.
 GD0343
 GD0343;                    North         East    Units  Estimated Accuracy
 GD0343;SPC TN       -   215,180.      345,930.      MT  (+/- 180 meters Scaled)
 GD0343
 GD0343                          SUPERSEDED SURVEY CONTROL
 GD0343
 GD0343  NGVD 29 (??/??/??)  129.137  (m)          423.68   (f) ADJUSTED    1 2
 GD0343
 GD0343.Superseded values are not recommended for survey control.
 GD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0343.See file dsdata.txt to determine how the superseded data were derived.
 GD0343
 GD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF358120(NAD 83)
 GD0343_MARKER: DR = REFERENCE MARK DISK
 GD0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0343_STAMPING: SHARON 1934 NO 1
 GD0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0343+STABILITY: SURFACE MOTION
 GD0343
 GD0343  HISTORY     - Date     Condition        Report By
 GD0343  HISTORY     - 1934     MONUMENTED       CGS
 GD0343  HISTORY     - 1948     GOOD             CGS
 GD0343  HISTORY     - 20020826 POOR             USACE
 GD0343
 GD0343                          STATION DESCRIPTION
 GD0343
 GD0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0343'0.4 MI N FROM SHARON.
 GD0343'ABOUT 0.1 MILE WEST ALONG A BLACK TOP STREET FROM THE POST OFFICE
 GD0343'AT SHARON, THENCE ABOUT 0.35 MILE NORTH ALONG U.S. HIGHWAY 45E,
 GD0343'AT THE NORTH EDGE OF SHARON, 51 FEET WEST OF THE CENTER LINE OF
 GD0343'THE HIGHWAY, 26 FEET NORTHEAST OF THE NORTHEAST CORNER OF A PORCH
 GD0343'TO A SMALL FRAME HOUSE, 12 FEET NORTH OF THE CENTER LINE OF THE
 GD0343'DRIVE TO THE HOUSE, 228.5 FEET SOUTH-SOUTHWEST AND ACROSS THE
 GD0343'HIGHWAY FROM THE STATION MARK, 318 FEET SOUTH OF R.M. NO. 2,
 GD0343'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW
 GD0343'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0343'INCHES.
 GD0343
 GD0343                          STATION RECOVERY (2002)
 GD0343
 GD0343'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0343'MONUMENT HAS BEEN DISTURBED. LEANING SHARPLY TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0344 ***********************************************************************
 GD0344  DESIGNATION -  SHARON RM 2
 GD0344  PID         -  GD0344
 GD0344  STATE/COUNTY-  TN/WEAKLEY
 GD0344  USGS QUAD   -  GREENFIELD (1985)
 GD0344
 GD0344                         *CURRENT SURVEY CONTROL
 GD0344  ___________________________________________________________________
 GD0344* NAD 83(1986)-  36 14 25.     (N)    088 49 37.     (W)     SCALED    
 GD0344* NAVD 88     -       129.578  (meters)     425.12   (feet)  ADJUSTED  
 GD0344  ___________________________________________________________________
 GD0344  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0344  DYNAMIC HT  -         129.471 (meters)     424.77  (feet)  COMP
 GD0344  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GD0344
 GD0344  VERT ORDER  -  FIRST     CLASS II
 GD0344
 GD0344.The horizontal coordinates were scaled from a topographic map and have
 GD0344.an estimated accuracy of +/- 6 seconds.
 GD0344
 GD0344.The orthometric height was determined by differential leveling
 GD0344.and adjusted by the National Geodetic Survey in June 1991..
 GD0344
 GD0344.The geoid height was determined by GEOID03.
 GD0344
 GD0344.The dynamic height is computed by dividing the NAVD 88
 GD0344.geopotential number by the normal gravity value computed on the
 GD0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0344.degrees latitude (g = 980.6199 gals.).
 GD0344
 GD0344.The modeled gravity was interpolated from observed gravity values.
 GD0344
 GD0344;                    North         East    Units  Estimated Accuracy
 GD0344;SPC TN       -   215,250.      345,930.      MT  (+/- 180 meters Scaled)
 GD0344
 GD0344                          SUPERSEDED SURVEY CONTROL
 GD0344
 GD0344  NGVD 29 (??/??/??)  129.596  (m)          425.18   (f) ADJUSTED    1 2
 GD0344
 GD0344.Superseded values are not recommended for survey control.
 GD0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0344.See file dsdata.txt to determine how the superseded data were derived.
 GD0344
 GD0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF358121(NAD 83)
 GD0344_MARKER: DR = REFERENCE MARK DISK
 GD0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0344_STAMPING: SHARON NO 2 1934
 GD0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0344+STABILITY: SURFACE MOTION
 GD0344
 GD0344  HISTORY     - Date     Condition        Report By
 GD0344  HISTORY     - 1934     MONUMENTED       CGS
 GD0344  HISTORY     - 1967     GOOD             CGS
 GD0344  HISTORY     - 20020826 POOR             USACE
 GD0344
 GD0344                          STATION DESCRIPTION
 GD0344
 GD0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0344'0.5 MI N FROM SHARON.
 GD0344'THE MARK IS ABOUT 0.5 OF A MILE NORTH ALONG U.S. HIGHWAY 45E FROM
 GD0344'THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S. HIGHWAY 45E AND
 GD0344'STATE ROUTE 89 (MAIN STREET) IN SHARON AND AT THE SITES OF
 GD0344'TRIANGULATION STATIONS SHARON 2 1959 AND SHARON R.M. 3 1958.  IT
 GD0344'IS ABOUT 318 FEET NORTH OF REFERENCE MARK NO. 1, 129.77 FEET
 GD0344'NORTHWEST OF SHARON R.M. 3 1959, 116.85 FEET NORTHWEST OF SHARON
 GD0344'2 1959, 68 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST OF THE
 GD0344'APPROXIMATE CENTER OF U.S. HIGHWAY 45E, AND 0.7 OF A FOOT EAST
 GD0344'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE
 GD0344'MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD0344'THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED SHARON NO 2 1934.
 GD0344
 GD0344                          STATION RECOVERY (2002)
 GD0344
 GD0344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0344'MONUMENT HAS BEEN DISTURBED. LEANING SHARPLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1502 ***********************************************************************
 GD1502  DESIGNATION -  SHARON RM 3
 GD1502  PID         -  GD1502
 GD1502  STATE/COUNTY-  TN/WEAKLEY
 GD1502  USGS QUAD   -  GREENFIELD (1985)
 GD1502
 GD1502                         *CURRENT SURVEY CONTROL
 GD1502  ___________________________________________________________________
 GD1502* NAD 83(1995)-  36 14 24.77980(N)    088 49 36.23559(W)     ADJUSTED  
 GD1502* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 GD1502  ___________________________________________________________________
 GD1502  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GD1502  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1502
 GD1502  HORZ ORDER  -  SECOND
 GD1502
 GD1502.The horizontal coordinates were established by classical geodetic methods
 GD1502.and adjusted by the National Geodetic Survey in April 1999..
 GD1502
 GD1502.The orthometric height was scaled from a topographic map.
 GD1502
 GD1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1502
 GD1502.The geoid height was determined by GEOID03.
 GD1502
 GD1502;                    North         East     Units Scale Factor Converg.
 GD1502;SPC TN       -   215,238.303   345,948.663   MT  0.99997346   -1 39 17.6
 GD1502;SPC TN       -   706,161.00  1,134,999.91   sFT  0.99997346   -1 39 17.6
 GD1502;UTM  16      - 4,012,139.747   335,853.281   MT  0.99993199   -1 04 48.6
 GD1502
 GD1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1502!SPC TN       -   0.99998386  x   0.99997346  =   0.99995732
 GD1502!UTM  16      -   0.99998386  x   0.99993199  =   0.99991586
 GD1502
 GD1502:                Primary Azimuth Mark                     Grid Az
 GD1502:SPC TN       -  SHARON MUNICIPAL TANK                    173 02 18.2
 GD1502:UTM  16      -  SHARON MUNICIPAL TANK                    172 27 49.2
 GD1502
 GD1502|---------------------------------------------------------------------|
 GD1502| PID    Reference Object                     Distance      Geod. Az  |
 GD1502|                                                           dddmmss.s |
 GD1502| GD1501 SHARON MUNICIPAL TANK               APPROX. 0.8 KM 1712300.6 |
 GD1502| GD0343 SHARON RM 1                          71.733 METERS 20718     |
 GD1502| GD0342 SHARON                                6.546 METERS 27628     |
 GD1502| GD0344 SHARON RM 2                          39.555 METERS 32531     |
 GD1502| CG4261 SHARON AZ MK RESET                                 3491728.4 |
 GD1502| GD0341 SHARON AZ MK                                       3491728.4 |
 GD1502| GD1521 MARTIN TVA STACK                    APPROX.11.5 KM 3500338.1 |
 GD1502| GD1519 MARTIN MUNICIPAL TANK               APPROX.11.5 KM 3501544.8 |
 GD1502| GD1520 MARTIN RADIO STATION WCMT MAST      APPROX.13.7 KM 3513449.5 |
 GD1502|---------------------------------------------------------------------|
 GD1502
 GD1502                          SUPERSEDED SURVEY CONTROL
 GD1502
 GD1502  NAD 83(1995)-  36 14 24.78132(N)    088 49 36.23778(W) AD(       ) 2
 GD1502  NAD 83(1995)-  36 14 24.78142(N)    088 49 36.23836(W) AD(       ) 2
 GD1502  NAD 83(1986)-  36 14 24.79252(N)    088 49 36.23425(W) AD(       ) 2
 GD1502  NAD 27      -  36 14 24.56000(N)    088 49 36.01400(W) AD(       ) 2
 GD1502
 GD1502.Superseded values are not recommended for survey control.
 GD1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1502.See file dsdata.txt to determine how the superseded data were derived.
 GD1502
 GD1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3585312140(NAD 83)
 GD1502_MARKER: DR = REFERENCE MARK DISK
 GD1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1502
 GD1502  HISTORY     - Date     Condition        Report By
 GD1502  HISTORY     - 1958     MONUMENTED       CGS
 GD1502  HISTORY     - 1959     GOOD             CGS
 GD1502  HISTORY     - 1967     GOOD             CGS
 GD1502
 GD1502                          STATION DESCRIPTION
 GD1502
 GD1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1502'THE STATION IS ABOUT 7 MILES SOUTH OF MARTIN, 5 MILES NORTH OF
 GD1502'GREENFIELD, AND 0.5 MILE NORTH OF SHARON.  IT IS 51 FEET EAST OF THE
 GD1502'CENTERLINE OF U.S. HIGHWAY 45E, 80 FEET SOUTHEAST OF A POWERLINE
 GD1502'POLE, AND 27 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT IS 24
 GD1502'INCHES UNDERGROUND AND THE DISK IS STAMPED SHARON NO 3 1934.
 GD1502'
 GD1502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1502'HIGHWAY 89, MAIN STREET, IN THE TOWN OF SHARON, GO NORTH ON HIGHWAY
 GD1502'45E FOR 0.5 MILE TO THE STATION ON THE RIGHT, EAST SIDE OF THE
 GD1502'ROAD.
 GD1502'
 GD1502'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 GD1502'HIGHWAY 45E FOR 0.35 MILE TO A GRAVELED SIDE ROAD LEFT AND THE
 GD1502'AZIMUTH MARK AS DESCRIBED.
 GD1502'
 GD1502'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GD1502'FRAME HOUSE, 51 FEET WEST OF THE CENTERLINE OF HIGHWAY 45E, AND 25
 GD1502'FEET WEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND
 GD1502'THE DISK IS STAMPED SHARON NO 1 1934.
 GD1502'
 GD1502'REFERENCE MARK 2 IS 25 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 GD1502'45E AND 2 FEET WEST OF A CUT BANK.  THE MONUMENT PROJECTS 1 INCH AND
 GD1502'THE DISK IS STAMPED SHARON NO 2 1934.
 GD1502'
 GD1502'SHARON 1934 IS 222 FEET NORTH OF A FENCE LINE, 33 FEET EAST OF THE
 GD1502'CENTERLINE OF HIGHWAY 45E, AND IN THE WEST EDGE OF A CULTIVATED
 GD1502'FIELD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SHARON 1934.
 GD1502'
 GD1502'THE AZIMUTH MARK IS 2 FEET SOUTH OF A WHITE WITNESS POST, 33 FEET
 GD1502'WEST OF THE CENTERLINE OF HIGHWAY 45E, 18 FEET EAST OF THE
 GD1502'CENTERLINE OF A GRAVELED ROAD, AND 78 SOUTHEAST OF THE INTERSECTION
 GD1502'OF A GRAVELED ROAD LEFT AND HIGHWAY 45E.  THE MONUMENT
 GD1502'PROJECTS 2 INCHES AND THE DISK IS STAMPED SHARON 1934 RESET 1958.
 GD1502'
 GD1502'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GD1502
 GD1502                          STATION RECOVERY (1959)
 GD1502
 GD1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1502'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GD1502'FOUND IN GOOD CONDITION.  THE SURFACE DISK OF SHARON 1934 WAS FOUND
 GD1502'DESTROYED AND THE UNDERGROUND DISK COULD NOT BE RECOVERED.  SHARON
 GD1502'2 WAS ESTABLISHED AT THE APPROXIMATE LOCATION AS SHARON 1934.  THE
 GD1502'DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED.  THE
 GD1502'DIRECTION TO THE AZIMUTH MARK CHECKED.  SOME NEW REFERENCE
 GD1502'POINTS WERE ADDED AND SOME CHANGES WERE FOUND AT THE AZIMUTH MARK.
 GD1502'
 GD1502'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 GD1502'
 GD1502'THE STATION IS ABOUT 0.5 MILE NORTH OF SHARON AND ON THE ROAD
 GD1502'RIGHT-OF-WAY.  IT IS 232 FEET NORTH OF THE NORTHWEST CORNER OF A
 GD1502'CONCRETE BLOCK BUILDING, 222 FEET NORTH OF A WIRE FENCE, 80 FEET
 GD1502'SOUTHEAST OF A POWER POLE, 51 FEET EAST OF THE CENTERLINE OF U.S.
 GD1502'HIGHWAY 45E, AND 27 FEET EAST OF A WHITE WITNESS POST.  THE
 GD1502'MONUMENT IS 24 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 GD1502'STAMPED SHARON NO 3 1934.
 GD1502'
 GD1502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1502'HIGHWAY 89, MAIN STREET, IN THE TOWN OF SHARON, GO NORTH ON HIGHWAY
 GD1502'45E FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GD1502'
 GD1502'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 45E
 GD1502'FOR 0.35 MILE TO A GRAVELED SIDE ROAD LEFT AND THE AZIMUTH MARK AS
 GD1502'DESCRIBED.
 GD1502'
 GD1502'REFERENCE MARK 1 IS 51 FEET WEST OF THE CENTERLINE OF HIGHWAY 45E, 30
 GD1502'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE AND 25 FEET
 GD1502'WEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GD1502'DISK IS STAMPED SHARON NO 1 1934.
 GD1502'
 GD1502'REFERENCE MARK 2 IS 68 FEET N OF A TELEPHONE POLE AND 26 FEET WEST OF
 GD1502'THE CENTERLINE OF HIGHWAY 45E.  THE MONUMENT IS FLUSH AND THE DISK
 GD1502'IS STAMPED SHARON NO 2 1934.
 GD1502'
 GD1502'SHARON 2 IS 222 FEET NORTH OF A WIRE FENCE, 75 FEET SOUTH OF A POWER
 GD1502'POLE, 30 FEET WEST OF THE CENTERLINE OF HIGHWAY 45E AND 6 FEET WEST
 GD1502'OF A WHITE WITNESS POST.  THE MONUMENT IS 18 INCHES BELOW THE GROUND
 GD1502'SURFACE AND THE DISK IS STAMPED SHARON 2 1959.
 GD1502'
 GD1502'THE AZIMUTH MARK IS 88 FEET SOUTHWEST OF THE CENTER OF THE
 GD1502'INTERSECTION OF HIGHWAY 45E AND A GRAVELED ROAD WEST, 36 FEET WEST
 GD1502'OF THE CENTERLINE OF HIGHWAY 45E, 18 FEET EAST OF THE CENTERLINE OF
 GD1502'A GRAVELED ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 GD1502'MONUMENT IS FLUSH AND THE DISK IS STAMPED SHARON 1934 RESET 1958.
 GD1502'NOTE 16A.
 GD1502'
 GD1502'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GD1502
 GD1502                          STATION RECOVERY (1967)
 GD1502
 GD1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1502'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1502'HOWEVER, THE AZIMUTH MARK WAS IN DANGER OF BEING DESTROYED BY
 GD1502'GRADING OPERATIONS AND WAS LOWERED IN ITS EXACT, ORIGINAL POSITION.
 GD1502'THE AZIMUTH MARK IS NOW BLOCKED FROM VIEW AT THE STATION BY THE
 GD1502'CANOPY OF A DRIVE-IN RESTAURANT, BUT WILL BE VISIBLE FROM ANY
 GD1502'SIZE STEEL TOWER THAT MAY BE ERECTED OVER THE STATION.
 GD1502'
 GD1502'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1502'
 GD1502'THE STATION IS ABOUT 7 MILES SOUTH OF MARTIN, 5 MILES NORTH OF
 GD1502'GREENFIELD, AND 0.5 OF A MILE NORTH OF SHARON ALONG THE EAST
 GD1502'RIGHT-OF-WAY OF U.S. HIGHWAY 45E AT THE TOP OF A LOW BANK.
 GD1502'
 GD1502'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 GD1502'HIGHWAY 45E AND STATE ROUTE 89, THIS IS MAIN STREET, IN SHARON, GO
 GD1502'NORTH ON U.S. HIGHWAY 45E FOR 0.5 MILE TO A LOW BANK ON THE RIGHT
 GD1502'AND THE STATION AS DESCRIBED.
 GD1502'
 GD1502'THE STATION IS 232 FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 GD1502'BLOCK STORE BUILDING, 80 FEET SOUTHEAST OF A POWERLINE POLE, 51 FEET
 GD1502'EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E, AND 27 FEET
 GD1502'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE
 GD1502'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 GD1502'ABOUT 24 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 GD1502'STAMPED SHARON NO 3 1934.
 GD1502'
 GD1502'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY SOUTHWEST OF THE STATION,
 GD1502'ABOUT 318 FEET SOUTH OF REFERENCE MARK NO. 2, 51 FEET WEST OF THE
 GD1502'APPROXIMATE CENTER OF U.S. HIGHWAY 45E, 30 FEET NORTHEAST OF THE
 GD1502'NORTHEAST CORNER OF A FRAME HOUSE, 25 FEET WEST OF A TELEPHONE
 GD1502'POLE, 12 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 6 FEET
 GD1502'EAST OF A 10-INCH, FORKED TRUNKED TREE, AND 0.7 OF A FOOT EAST OF A
 GD1502'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1502'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5
 GD1502'INCHES AND THE DISK IS STAMPED SHARON NO 1 1934.
 GD1502'
 GD1502'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY NORTHWEST OF THE STATION,
 GD1502'ABOUT 318 FEET NORTH OF REFERENCE MARK NO. 1, 68 FEET NORTH OF A
 GD1502'TELEPHONE POLE, 26 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GD1502'HIGHWAY 45E, AND 0.7 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.
 GD1502'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1502'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED SHARON NO
 GD1502'2 1934.
 GD1502'
 GD1502'A ROUGH MEASUREMENT WAS MADE WITH A 300 FOOT STEEL TAPE BETWEEN
 GD1502'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 OF ABOUT 318 FEET.
 GD1502'
 GD1502'SHARON 2 1959 IS 238 FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 GD1502'BLOCK STORE BUILDING, 75 FEET SOUTH OF A POWERLINE POLE, 30 FEET
 GD1502'EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E, AND 5.6 FEET
 GD1502'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1502'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 18 INCHES
 GD1502'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD1502'SHARON 2 1959.
 GD1502'
 GD1502'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE NORTH OF THE STATION ALONG
 GD1502'THE WEST SIDE OF U.S. HIGHWAY 45E, 89 FEET SOUTH OF THE APPROXIMATE
 GD1502'CENTER OF A GRAVELED ROAD, 35 FEET WEST OF THE APPROXIMATE CENTER
 GD1502'OF U.S. HIGHWAY 45E, 30 FEET SOUTH OF A TELEPHONE POLE, AND 1.5
 GD1502'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1502'SET IN THE TOP OF A 12-INCH, SQUARE CONCRETE MONUMENT THAT
 GD1502'PROJECTS 4 INCHES AND THE DISK IS STAMPED SHARON 1934 RESET 1958
 GD1502'1967.
 GD1502'
 GD1502'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON U.S.
 GD1502'HIGHWAY 45E FOR 0.35 MILE TO THE MARK ON THE LEFT IN THE SOUTHWEST
 GD1502'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 45E AND A GRAVELED ROAD
 GD1502'LEADING WEST.
 GD1502'
 GD1502'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2449 ***********************************************************************
 GA2449  DESIGNATION -  SHARP AZ MK
 GA2449  PID         -  GA2449
 GA2449  STATE/COUNTY-  TN/KNOX
 GA2449  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2449
 GA2449                         *CURRENT SURVEY CONTROL
 GA2449  ___________________________________________________________________
 GA2449* NAD 83(1986)-  36 00 30.     (N)    083 56 51.     (W)     SCALED    
 GA2449* NAVD 88     -       323.095  (meters)    1060.02   (feet)  ADJUSTED  
 GA2449  ___________________________________________________________________
 GA2449  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2449  DYNAMIC HT  -         322.794 (meters)    1059.03  (feet)  COMP
 GA2449  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GA2449
 GA2449  VERT ORDER  -  SECOND    CLASS 0
 GA2449
 GA2449.The horizontal coordinates were scaled from a topographic map and have
 GA2449.an estimated accuracy of +/- 6 seconds.
 GA2449
 GA2449.The orthometric height was determined by differential leveling
 GA2449.and adjusted by the National Geodetic Survey in June 1991..
 GA2449
 GA2449.The geoid height was determined by GEOID03.
 GA2449
 GA2449.The dynamic height is computed by dividing the NAVD 88
 GA2449.geopotential number by the normal gravity value computed on the
 GA2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2449.degrees latitude (g = 980.6199 gals.).
 GA2449
 GA2449.The modeled gravity was interpolated from observed gravity values.
 GA2449
 GA2449;                    North         East    Units  Estimated Accuracy
 GA2449;SPC TN       -   187,780.      785,020.      MT  (+/- 180 meters Scaled)
 GA2449
 GA2449                          SUPERSEDED SURVEY CONTROL
 GA2449
 GA2449  NGVD 29 (??/??/92)  323.224  (m)         1060.44   (f) ADJ UNCH    2 0
 GA2449
 GA2449.Superseded values are not recommended for survey control.
 GA2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2449.See file dsdata.txt to determine how the superseded data were derived.
 GA2449
 GA2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV343888(NAD 83)
 GA2449_MARKER: DZ = AZIMUTH MARK DISK
 GA2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2449_STAMPING: SHARP 1934
 GA2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2449+STABILITY: SURFACE MOTION
 GA2449
 GA2449  HISTORY     - Date     Condition        Report By
 GA2449  HISTORY     - 1934     MONUMENTED       CGS
 GA2449  HISTORY     - 1961     GOOD             NGS
 GA2449
 GA2449                          STATION DESCRIPTION
 GA2449
 GA2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2449'IN NORTH KNOXVILLE.
 GA2449'THIS MARK IS 1.4 MILES WEST ALONG DUTCH VALLEY ROAD FROM THE
 GA2449'INTERSECTION OF DUTCH VALLEY ROAD AND N. BROADWAY IN NORTH
 GA2449'KNOXVILLE.  THE MARK IS 21 FT. NORTH OF THE CENTER OF DUTCH
 GA2449'VALLEY ROAD, 20 FT. WEST OF A TRACK ROAD, AND 1.9 FT. SOUTH OF
 GA2449'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2449'PROJECTING 3 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3554 ***********************************************************************
 GA3554  DESIGNATION -  SHARP RESET
 GA3554  PID         -  GA3554
 GA3554  STATE/COUNTY-  TN/KNOX
 GA3554  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3554
 GA3554                         *CURRENT SURVEY CONTROL
 GA3554  ___________________________________________________________________
 GA3554* NAD 83(1995)-  36 00 12.93094(N)    083 56 34.64106(W)     ADJUSTED  
 GA3554* NAVD 88     -       427.1    (meters)    1401.     (feet)  VERTCON   
 GA3554  ___________________________________________________________________
 GA3554  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GA3554  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3554
 GA3554  HORZ ORDER  -  SECOND
 GA3554
 GA3554.The horizontal coordinates were established by classical geodetic methods
 GA3554.and adjusted by the National Geodetic Survey in April 1999..
 GA3554
 GA3554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3554
 GA3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3554
 GA3554.The geoid height was determined by GEOID03.
 GA3554
 GA3554;                    North         East     Units Scale Factor Converg.
 GA3554;SPC TN       -   187,262.894   785,439.860   MT  0.99995276   +1 12 15.4
 GA3554;SPC TN       -   614,378.34  2,576,897.27   sFT  0.99995276   +1 12 15.4
 GA3554;UTM  17      - 3,988,353.591   234,734.082   MT  1.00046713   -1 43 51.5
 GA3554;UTM  16      - 3,988,670.490   775,552.348   MT  1.00053570   +1 47 53.4
 GA3554
 GA3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3554!SPC TN       -   0.99993780  x   0.99995276  =   0.99989056
 GA3554!UTM  17      -   0.99993780  x   1.00046713  =   1.00040490
 GA3554!UTM  16      -   0.99993780  x   1.00053570  =   1.00047346
 GA3554
 GA3554|---------------------------------------------------------------------|
 GA3554| PID    Reference Object                     Distance      Geod. Az  |
 GA3554|                                                           dddmmss.s |
 GA3554| DC3224 SHARP RM 1                           23.102 METERS 06509     |
 GA3554| DC3223 SHARP AZ MK RESET                                  1135921.7 |
 GA3554| FB2656 KNOXVILLE C B ATKIN CO TANK         APPROX. 0.9 KM 1594009.1 |
 GA3554| DC3225 SHARP RM 2                           28.210 METERS 20005     |
 GA3554| GA2449 SHARP AZ MK                                        3240020.1 |
 GA3554|---------------------------------------------------------------------|
 GA3554
 GA3554                          SUPERSEDED SURVEY CONTROL
 GA3554
 GA3554  NAD 83(1995)-  36 00 12.93893(N)    083 56 34.63901(W) AD(       ) 2
 GA3554  NAD 83(1995)-  36 00 12.93894(N)    083 56 34.63899(W) AD(       ) 2
 GA3554  NAD 83(1995)-  36 00 12.93905(N)    083 56 34.63930(W) AD(       ) 2
 GA3554  NAD 83(1986)-  36 00 12.94462(N)    083 56 34.63741(W) AD(       ) 2
 GA3554  NAD 27      -  36 00 12.64800(N)    083 56 34.97200(W) AD(       ) 2
 GA3554  NGVD 29 (07/19/86)  427.2    (m)         1402.     (f) VERT ANG       
 GA3554
 GA3554.Superseded values are not recommended for survey control.
 GA3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3554.See file dsdata.txt to determine how the superseded data were derived.
 GA3554
 GA3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3473488354(NAD 83)
 GA3554_MARKER: DS = TRIANGULATION STATION DISK
 GA3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3554+STABILITY: SURFACE MOTION
 GA3554
 GA3554  HISTORY     - Date     Condition        Report By
 GA3554  HISTORY     - 1960     MONUMENTED       CGS
 GA3554  HISTORY     - 1964     GOOD             TNHD
 GA3554  HISTORY     - 1968     GOOD             CGS
 GA3554  HISTORY     - 1982     GOOD             LOCENG
 GA3554
 GA3554                          STATION DESCRIPTION
 GA3554
 GA3554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3554'THE STATION UNDERGROUND MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 GA3554'NO. 2 AND THE AZIMUTH
 GA3554'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GA3554'SURFACE MARK WAS DESTROYED BY
 GA3554'CONSTRUCTION.  THIS PARTY LOWERED THE
 GA3554'UNDERGROUND MARK AND ESTABLISHED A NEW SURFACE
 GA3554'MARK.  FOLLOWING IS A
 GA3554'NEW AND COMPLETE DESCRIPTION.
 GA3554'
 GA3554'THE STATION IS LOCATED ON THE PROPERTY OF TV STATION WATE, ABOUT 3
 GA3554'MILES NORTH OF THE CENTER OF
 GA3554'KNOXVILLE, 2 MILES SOUTH OF FOUNTAIN CITY AND ON THE
 GA3554'HIGHEST KNOB OF RIDGE LOCALLY KNOWN
 GA3554'AS HARP OR ROSEBERRY RIDGE.
 GA3554'
 GA3554'TO REACH THE STATION FROM THE POST OFFICE IN FOUNTAIN CITY, GO
 GA3554'EASTERLY ON KNOX DRIVE
 GA3554'FOR 0.05 MILE TO N.  BROADWAY AND 1.S.  HIGHWAY 441, TURN
 GA3554'RIGHT AND GO SOUTHERLY FOR
 GA3554'1.0 MILE TO DUTCH VALLEY ROAD ON THE
 GA3554'RIGHT, CONTINUE SOUTHERLY ON N.  BROADWAY AND
 GA3554'U.S.  HIGHWAY 441 FOR
 GA3554'0.65 MILE TO LUDLOW AVE.  NE.  ON THE RIGHT, TURN RIGHT AND GO
 GA3554'WESTERLY FOR
 GA3554'0.3 MILE TO PEMBROKE AVE., TURN RIGHT ON PEMBROKE AVE.
 GA3554'AND GO UP HILL FOR 0.75 MILE TO
 GA3554'STATION ON THE RIGHT AT TV STATION
 GA3554'WATE.
 GA3554'
 GA3554'THE STATION MARK IS A STANDARD DISK, STAMPED SHARP 1934 1960, SET IN
 GA3554'A SQUARE CONCRETE MONUMENT
 GA3554'WHICH IS FLUSH.  THE MARK IS UNDER WATE TV
 GA3554'TRANSMITTER TOWER.
 GA3554'
 GA3554'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SHARP NO 1 1934, SET
 GA3554'IN A ROUND CONCRETE
 GA3554'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 28 FEET
 GA3554'SOUTHWEST OF THE SOUTHEAST CORNER
 GA3554'OF THE TV STATION BUILDING.
 GA3554'
 GA3554'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SHARP NO 2 1934, SET
 GA3554'IN A ROUND CONCRETE
 GA3554'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 73 FEET SOUTH
 GA3554'OF THE SOUTHWEST LEG OF THE TV
 GA3554'TRANSMITTER TOWER AND 1 FOOT WEST OF A
 GA3554'WIRE FENCE.
 GA3554'
 GA3554'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED SHARP AZI
 GA3554'1934, SET IN A ROUND
 GA3554'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 21 FEET NORTH
 GA3554'OF THE CENTER OF DUTCH
 GA3554'VALLEY ROAD, 20 FEET WEST OF A TRACK ROAD AND
 GA3554'1.9 FEET SOUTH OF A WITNESS SIGN.
 GA3554'
 GA3554'TO REACH THE AZIMUTH MARK FROM DUTCH VALLEY ROAD RIGHT, TURN RIGHT ON
 GA3554'DUTCH VALLEY ROAD AND GO
 GA3554'WESTERLY FOR 1.4 MILES TO A TRACK ROAD ON THE
 GA3554'RIGHT AND THE AZIMUTH MARK.
 GA3554'
 GA3554'HEIGHT OF LIGHT ABOVE STATION MARK - 23 - METERS.
 GA3554
 GA3554                          STATION RECOVERY (1964)
 GA3554
 GA3554'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3554'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GA3554'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 GA3554'MONUMENT, FLUSH
 GA3554'WITH THE GROUND AND STAMPED SHARP 1934 RESET 1964.
 GA3554'IT IS AT THE LINCOLN PARK BAPTIST
 GA3554'CHURCH, CORNER OF MAYNARD AVE.  AND
 GA3554'HURON ST., 19 FEET S OF THE CENTER LINE OF MAYNARD
 GA3554'AVE., 19 FEET E OF
 GA3554'THE CENTER LINE OF HURON ST AND ONE FOOT W OF A TELEPHONE POLE.
 GA3554
 GA3554                          STATION RECOVERY (1968)
 GA3554
 GA3554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GA3554'THIS STATION WAS RECOVERED AS DESCRIBED.
 GA3554'
 GA3554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH SECTION OF
 GA3554'KNOXVILLE.
 GA3554
 GA3554                          STATION RECOVERY (1982)
 GA3554
 GA3554'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3554'SHARP 1934, 1960 GOOD-RECOVERED AS DESCRIBED IN 1960 RECOVERY NOTE.
 GA3554'(CITY BLK 18040)
 GA3554'
 GA3554'SHARP NO. 1 1934 GOOD-RECOVERED AS DESCRIBED. (CITY BLK 18040)
 GA3554'
 GA3554'SHARP NO. 2 1934 FAIR, RECOVERED AS DESCRIBED HOWEVER THE MARK HAS
 GA3554'BEEN BLUDGEONED, POSSIBLY WITH AN AX AND THE MANY CUTS IN THE FACE
 GA3554'OF THE DISK MAKE IT HARD TO READ THE STAMPING. (CITY BLK 18040)
 GA3554'
 GA3554'SHARP 1934 RESET 1964 GOOD-RECOVERED AS DESCRIBED IN ITS RESET
 GA3554'LOCATION. (CITY BLK 18742)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1638 ***********************************************************************
 GD1638  DESIGNATION -  SHARPS
 GD1638  PID         -  GD1638
 GD1638  STATE/COUNTY-  TN/OBION
 GD1638  USGS QUAD   -  LANE (1983)
 GD1638
 GD1638                         *CURRENT SURVEY CONTROL
 GD1638  ___________________________________________________________________
 GD1638* NAD 83(1995)-  36 12 45.57229(N)    089 19 06.51668(W)     ADJUSTED  
 GD1638* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 GD1638  ___________________________________________________________________
 GD1638  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1638  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1638
 GD1638  HORZ ORDER  -  THIRD
 GD1638
 GD1638.The horizontal coordinates were established by classical geodetic methods
 GD1638.and adjusted by the National Geodetic Survey in April 1999..
 GD1638
 GD1638.The orthometric height was scaled from a topographic map.
 GD1638
 GD1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1638
 GD1638.The geoid height was determined by GEOID03.
 GD1638
 GD1638;                    North         East     Units Scale Factor Converg.
 GD1638;SPC TN       -   213,569.757   301,665.335   MT  0.99997017   -1 56 34.0
 GD1638;SPC TN       -   700,686.78    989,713.69   sFT  0.99997017   -1 56 34.0
 GD1638;UTM  16      - 4,010,027.830   291,586.320   MT  1.00013522   -1 22 12.8
 GD1638
 GD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1638!SPC TN       -   0.99999094  x   0.99997017  =   0.99996111
 GD1638!UTM  16      -   0.99999094  x   1.00013522  =   1.00012616
 GD1638
 GD1638|---------------------------------------------------------------------|
 GD1638| PID    Reference Object                     Distance      Geod. Az  |
 GD1638|                                                           dddmmss.s |
 GD1638| CG4263 SHARPS RM 1                          20.404 METERS 18739     |
 GD1638| CG4262 SHARPS AZ MK                                       2321439.1 |
 GD1638| GD1639 66 23 7                              19.353 METERS 27226     |
 GD1638|---------------------------------------------------------------------|
 GD1638
 GD1638                          SUPERSEDED SURVEY CONTROL
 GD1638
 GD1638  NAD 83(1995)-  36 12 45.57587(N)    089 19 06.51634(W) AD(       ) 3
 GD1638  NAD 83(1995)-  36 12 45.57649(N)    089 19 06.51585(W) AD(       ) 3
 GD1638  NAD 83(1986)-  36 12 45.58368(N)    089 19 06.51643(W) AD(       ) 3
 GD1638  NAD 27      -  36 12 45.34030(N)    089 19 06.26620(W) AD(       ) 3
 GD1638
 GD1638.Superseded values are not recommended for survey control.
 GD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1638.See file dsdata.txt to determine how the superseded data were derived.
 GD1638
 GD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9158610028(NAD 83)
 GD1638_MARKER: DS = TRIANGULATION STATION DISK
 GD1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1638
 GD1638  HISTORY     - Date     Condition        Report By
 GD1638  HISTORY     - 1959     MONUMENTED       CGS
 GD1638  HISTORY     - 1967     GOOD             CGS
 GD1638
 GD1638                          STATION DESCRIPTION
 GD1638
 GD1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1638'THE STATION IS ABOUT 7 MILES NORTH-NORTHEAST OF NEWBERN, ABOUT 2
 GD1638'MILES SOUTHEAST OF THE VILLAGE OF CLOVERDALE AND ON THE ROAD
 GD1638'RIGHT-OF-WAY.  IT IS 111 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD1638'A FRAME HOUSE, 62 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 GD1638'ROAD, 47 FEET EAST OF A POWER POLE, 32 FEET SOUTHEAST OF THE
 GD1638'SOUTHWEST CORNER OF AN IMPLEMENT SHED AND 4 FEET SOUTHEAST OF A
 GD1638'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1638'SHARPS 1959.
 GD1638'
 GD1638'TO REACH THE STATION FROM THE ELBRIDGE CLOVERDALE HIGH SCHOOL AT THE
 GD1638'NORTH EDGE OF CLOVERDALE, GO SOUTH ON A PAVED ROAD, PASSING THROUGH
 GD1638'CLOVERDALE, FOR 1.45 MILES TO A REVERSE Y-FORK.  TURN SHARP LEFT
 GD1638'AND GO EAST ON A GRAVELED ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT.
 GD1638'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A
 GD1638'T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO
 GD1638'A CURVE AND THE STATION AS DESCRIBED.
 GD1638'
 GD1638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND WEST ON A
 GD1638'WINDING GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 GD1638'RIGHT.
 GD1638'
 GD1638'REFERENCE MARK 1 IS 26 FEET EAST OF THE EAST BANK OF A DRAINAGE DITCH
 GD1638'AND 17 FEET NW OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GD1638'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SHARPS NO 1
 GD1638'1959.
 GD1638'
 GD1638'66-23-7 IS A TENNESSEE DIVISION OF GEOLOGY DISK STAMPED 66-23-7 SET
 GD1638'IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST PROJECTING 4 INCHES.
 GD1638'IT IS 23 FEET SOUTH OF A WIRE FENCE, 18 FEET SOUTHWEST OF A POWER
 GD1638'POLE AND 12 FEET EAST OF A WIRE FENCE.
 GD1638'
 GD1638'THE AZIMUTH MARK IS 84 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME
 GD1638'HOUSE, 20 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 10 FEET
 GD1638'WEST OF THE CENTERLINE OF A DRIVEWAY, 2 FEET NORTHEAST OF A WHITE
 GD1638'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 GD1638'PROJECTS 3 INCHES AND THE DISK IS STAMPED SHARPS 1959.
 GD1638'
 GD1638'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1638
 GD1638                          STATION RECOVERY (1967)
 GD1638
 GD1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1638'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1638'DUE TO MINOR CHANGES IN THE AREA OF THE STATION SITE, THE ORIGINAL
 GD1638'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1638'
 GD1638'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1638'
 GD1638'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF A GRAVELED
 GD1638'ROAD ABOUT 7 MILES NORTH-NORTHEAST OF NEWBERN AND 2 MILES SOUTHEAST
 GD1638'OF THE SMALL COMMUNITY OF CLOVERDALE.
 GD1638'
 GD1638'TO REACH THE STATION FROM THE ELBRIDGE CLOVERDALE HIGH SCHOOL IN
 GD1638'THE NORTH EDGE OF THE SMALL COMMUNITY OF CLOVERDALE, GO SOUTH ON A
 GD1638'PAVED ROAD FOR 1.45 MILES TO A REVERSE Y FORK.  HERE TURN SHARP
 GD1638'LEFT AND GO EASTERLY ON A GRAVELED ROAD FOR 1.1 MILES TO A SIDE
 GD1638'ROAD RIGHT, TURN RIGHT ON THIS GRAVELED ROAD AND GO SOUTH FOR 0.5
 GD1638'MILE TO A T ROAD RIGHT, TURN RIGHT ON THIS GRAVELED T ROAD AND
 GD1638'GO WESTERLY ABOUT 0.05 MILE TO WHERE THE ROAD CURVES LEFT AND THE
 GD1638'STATION ON THE RIGHT AS DESCRIBED.
 GD1638'
 GD1638'THE STATION IS 111 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GD1638'HOUSE, 62 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GD1638'ROAD, 47 FEET EAST OF A POWERLINE POLE, 32 FEET SOUTHWEST OF THE
 GD1638'SOUTHWEST CORNER OF AN IMPLEMENT SHED, AND 22 FEET NORTH OF THE
 GD1638'NORTHWEST CORNER OF A LOADING RAMP WITH METAL WITNESS SIGN
 GD1638'ATTACHED TO THE CORNER POST.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD1638'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1638'SHARPS 1959.
 GD1638'
 GD1638'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE EAST BANK OF A DRAINAGE
 GD1638'DITCH AND 17 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GD1638'GRAVELED ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1638'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GD1638'STAMPED SHARPS NO 1 1959.
 GD1638'
 GD1638'66-23-7 IS 23 FEET SOUTH OF A WIRE FENCE, 18 FEET SOUTHWEST OF A
 GD1638'POWERLINE POLE AND 12 FEET EAST OF A WIRE FENCE.  IT IS A TENNESSEE
 GD1638'DIVISION OF GEOLOGY DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GD1638'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 GD1638'66-23-7.
 GD1638'
 GD1638'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1638'66-23-7 IS 87.96 FEET - 26.812 METERS.
 GD1638'
 GD1638'THE AZIMUTH MARK IS 84 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GD1638'FRAME HOUSE, 20 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1638'ROAD, 10 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND 1
 GD1638'FOOT NORTH OF A WIRE FENCE WITH METAL WITNESS SIGN ATTACHED.  IT
 GD1638'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1638'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED SHARPS 1959.
 GD1638'
 GD1638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND WEST ON
 GD1638'A WINDING GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 GD1638'RIGHT AS DESCRIBED.
 GD1638'
 GD1638'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0479 ***********************************************************************
 GC0479  DESIGNATION -  SHELBY
 GC0479  PID         -  GC0479
 GC0479  STATE/COUNTY-  TN/DAVIDSON
 GC0479  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0479
 GC0479                         *CURRENT SURVEY CONTROL
 GC0479  ___________________________________________________________________
 GC0479* NAD 83(1995)-  36 10 08.71685(N)    086 45 51.38921(W)     ADJUSTED  
 GC0479* NAVD 88     -       142.573  (meters)     467.76   (feet)  ADJUSTED  
 GC0479  ___________________________________________________________________
 GC0479  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GC0479  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0479  DYNAMIC HT  -         142.451 (meters)     467.36  (feet)  COMP
 GC0479  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GC0479
 GC0479  HORZ ORDER  -  SECOND
 GC0479  VERT ORDER  -  SECOND    CLASS 0
 GC0479
 GC0479.The horizontal coordinates were established by classical geodetic methods
 GC0479.and adjusted by the National Geodetic Survey in April 1999..
 GC0479
 GC0479.The orthometric height was determined by differential leveling
 GC0479.and adjusted by the National Geodetic Survey in June 1991..
 GC0479
 GC0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0479
 GC0479.The geoid height was determined by GEOID03.
 GC0479
 GC0479.The dynamic height is computed by dividing the NAVD 88
 GC0479.geopotential number by the normal gravity value computed on the
 GC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0479.degrees latitude (g = 980.6199 gals.).
 GC0479
 GC0479.The modeled gravity was interpolated from observed gravity values.
 GC0479
 GC0479;                    North         East     Units Scale Factor Converg.
 GC0479;SPC TN       -   203,945.244   531,240.646   MT  0.99996545   -0 26 50.8
 GC0479;SPC TN       -   669,110.35  1,742,912.02   sFT  0.99996545   -0 26 50.8
 GC0479;UTM  16      - 4,002,728.788   521,199.926   MT  0.99960554   +0 08 20.8
 GC0479
 GC0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0479!SPC TN       -   0.99998222  x   0.99996545  =   0.99994767
 GC0479!UTM  16      -   0.99998222  x   0.99960554  =   0.99958777
 GC0479
 GC0479|---------------------------------------------------------------------|
 GC0479| PID    Reference Object                     Distance      Geod. Az  |
 GC0479|                                                           dddmmss.s |
 GC0479| GC0478 SHELBY RM 1                          20.842 METERS 04356     |
 GC0479| GC2242 NASHVILLE TVA MICROWAVE TOWER       APPROX. 2.2 KM 1303502.2 |
 GC0479| GC0480 SHELBY RM 2                          20.995 METERS 14459     |
 GC0479| GC2261 NASHVILLE CITY GEN HOSP STACK       APPROX. 1.3 KM 1855031.8 |
 GC0479| GC0651 HOWARD                              APPROX. 1.8 KM 1892323.7 |
 GC0479| GC2259 NASHVILLE ATT CO RELAY TOWER        APPROX. 1.3 KM 2441331.1 |
 GC0479|---------------------------------------------------------------------|
 GC0479
 GC0479                          SUPERSEDED SURVEY CONTROL
 GC0479
 GC0479  NAD 83(1995)-  36 10 08.71885(N)    086 45 51.39125(W) AD(       ) 2
 GC0479  NAD 83(1995)-  36 10 08.72106(N)    086 45 51.39126(W) AD(       ) 2
 GC0479  NAD 83(1986)-  36 10 08.72702(N)    086 45 51.39232(W) AD(       ) 2
 GC0479  NAD 27      -  36 10 08.52300(N)    086 45 51.39820(W) AD(       ) 2
 GC0479  NGVD 29 (??/??/92)  142.599  (m)          467.84   (f) ADJ UNCH    2 0
 GC0479
 GC0479.Superseded values are not recommended for survey control.
 GC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0479.See file dsdata.txt to determine how the superseded data were derived.
 GC0479
 GC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2120002729(NAD 83)
 GC0479_MARKER: DS = TRIANGULATION STATION DISK
 GC0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0479_STAMPING: SHELBY 1959
 GC0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0479+STABILITY: SURFACE MOTION
 GC0479
 GC0479  HISTORY     - Date     Condition        Report By
 GC0479  HISTORY     - 1959     MONUMENTED       CGS
 GC0479  HISTORY     - 1960     GOOD             NGS
 GC0479
 GC0479                          STATION DESCRIPTION
 GC0479
 GC0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0479'THE STATION IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF THE STATE
 GC0479'CAPITOL BUILDING IN NASHVILLE.
 GC0479'
 GC0479'TO REACH THE STATION FROM THE EAST END OF THE SHELBY AVENUE BRIDGE,
 GC0479'GO EAST ON SHELBY AVENUE FOR 0.25 MILE TO FOURTH AVENUE SOUTH,
 GC0479'TURN LEFT AND GO 0.15 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND
 GC0479'GO 0.05 MILE TO THE STATION AS DESCRIBED.
 GC0479'
 GC0479'THE STATION IS 58 FEET SOUTH OF AN 18-INCH TREE AND 58 FEET
 GC0479'NORTH-NORTHEAST OF A FENCE CORNER.  IT IS A STANDARD DISK SET
 GC0479'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED SHELBY
 GC0479'1959.
 GC0479'
 GC0479'THE UNDERGROUND MARK STAMPED SHELBY 1959 IS ABOUT 30 INCHES BELOW THE
 GC0479'SURFACE.
 GC0479'
 GC0479'REFERENCE MARK NO. 1. IS 44 FEET SOUTHEAST OF AN 18-INCH TREE.  IT IS
 GC0479'A STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE
 GC0479'DISK IS STAMPED SHELBY NO. 1 1959.
 GC0479'
 GC0479'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE NORTHEAST CORNER OF A
 GC0479'YARD FENCE.  IT IS A STANDARD DISK SET FLUSH WITH THE SURROUNDING
 GC0479'SURFACE AND THE DISK IS STAMPED SHELBY NO. 2 1959.
 GC0479'
 GC0479'AN AZIMUTH MARK WAS NOT ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 GC0479'FOUND.
 GC0479'
 GC0479'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC0479
 GC0479                          STATION RECOVERY (1960)
 GC0479
 GC0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0479'IN NASHVILLE.
 GC0479'TO REACH THE STATION FROM THE EAST END OF THE SHELBY AVENUE BRIDGE,
 GC0479'GO EAST ON SHELBY AVENUE FOR 0.25 MILE TO FOURTH AVENUE SOUTH,
 GC0479'TURN LEFT AND GO 0.15 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 GC0479'AND GO 0.05 MILE TO THE STATION.  THE STATION IS 58 FT. SOUTH OF
 GC0479'AN 18-INCH TREE AND 58 FT. NORTH-NORTHEAST OF A FENCE CORNER SET
 GC0479'IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0077 ***********************************************************************
 FD0077  DESIGNATION -  SHELBY
 FD0077  PID         -  FD0077
 FD0077  STATE/COUNTY-  TN/RUTHERFORD
 FD0077  USGS QUAD   -  MURFREESBORO (1983)
 FD0077
 FD0077                         *CURRENT SURVEY CONTROL
 FD0077  ___________________________________________________________________
 FD0077* NAD 83(1995)-  35 48 52.08059(N)    086 23 40.81660(W)     ADJUSTED  
 FD0077* NAVD 88     -       187.761  (meters)     616.01   (feet)  ADJUSTED  
 FD0077  ___________________________________________________________________
 FD0077  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FD0077  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0077  DYNAMIC HT  -         187.596 (meters)     615.47  (feet)  COMP
 FD0077  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0077
 FD0077  HORZ ORDER  -  SECOND
 FD0077  VERT ORDER  -  SECOND    CLASS 0
 FD0077
 FD0077.The horizontal coordinates were established by classical geodetic methods
 FD0077.and adjusted by the National Geodetic Survey in April 1999..
 FD0077
 FD0077.The orthometric height was determined by differential leveling
 FD0077.and adjusted by the National Geodetic Survey in June 1991..
 FD0077
 FD0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0077
 FD0077.The geoid height was determined by GEOID03.
 FD0077
 FD0077.The dynamic height is computed by dividing the NAVD 88
 FD0077.geopotential number by the normal gravity value computed on the
 FD0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0077.degrees latitude (g = 980.6199 gals.).
 FD0077
 FD0077.The modeled gravity was interpolated from observed gravity values.
 FD0077
 FD0077;                    North         East     Units Scale Factor Converg.
 FD0077;SPC TN       -   164,402.139   564,333.752   MT  0.99994846   -0 13 51.8
 FD0077;SPC TN       -   539,376.02  1,851,484.98   sFT  0.99994846   -0 13 51.8
 FD0077;UTM  16      - 3,963,539.472   554,684.665   MT  0.99963685   +0 21 15.2
 FD0077
 FD0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0077!SPC TN       -   0.99997503  x   0.99994846  =   0.99992349
 FD0077!UTM  16      -   0.99997503  x   0.99963685  =   0.99961189
 FD0077
 FD0077:                Primary Azimuth Mark                     Grid Az
 FD0077:SPC TN       -  SHELBY AZ MK                             201 44 17.7
 FD0077:UTM  16      -  SHELBY AZ MK                             201 09 10.7
 FD0077
 FD0077|---------------------------------------------------------------------|
 FD0077| PID    Reference Object                     Distance      Geod. Az  |
 FD0077|                                                           dddmmss.s |
 FD0077| FD0076 SHELBY AZ MK                                       2013025.9 |
 FD0077| FD0078 SHELBY RM 1                          27.176 METERS 20507     |
 FD0077| FD0075 SHELBY RM 2                          24.631 METERS 29704     |
 FD0077|---------------------------------------------------------------------|
 FD0077
 FD0077                          SUPERSEDED SURVEY CONTROL
 FD0077
 FD0077  NAD 83(1995)-  35 48 52.08684(N)    086 23 40.81881(W) AD(       ) 2
 FD0077  NAD 83(1986)-  35 48 52.09189(N)    086 23 40.81667(W) AD(       ) 2
 FD0077  NAD 27      -  35 48 51.85570(N)    086 23 40.85670(W) AD(       ) 2
 FD0077  NGVD 29 (??/??/92)  187.770  (m)          616.04   (f) ADJ UNCH    2 0
 FD0077
 FD0077.Superseded values are not recommended for survey control.
 FD0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0077.See file dsdata.txt to determine how the superseded data were derived.
 FD0077
 FD0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5468563539(NAD 83)
 FD0077_MARKER: DE = TRAVERSE STATION DISK
 FD0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0077_STAMPING: SHELBY 1960
 FD0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0077+STABILITY: SURFACE MOTION
 FD0077
 FD0077  HISTORY     - Date     Condition        Report By
 FD0077  HISTORY     - 1960     MONUMENTED       CGS
 FD0077  HISTORY     - 1960     GOOD             CGS
 FD0077
 FD0077                          STATION DESCRIPTION
 FD0077
 FD0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0077'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF MURFREESBORO AND ON
 FD0077'THE PROPERTY OWNED
 FD0077'BY MR A B FULLER.
 FD0077'
 FD0077'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 70S, 41 AND
 FD0077'231 IN EAST MURFREESBORO,
 FD0077'GO SOUTH ON U S HIGHWAY 231 FOR 1.9 MILES TO A TRACK
 FD0077'ROAD ON THE LEFT, TURN LEFT,
 FD0077'EAST, FOR 0.05 MILE TO THE STATION ON
 FD0077'THE LEFT.
 FD0077'
 FD0077'STATION MARK IS 54 FEET NORTH OF A TRACK ROAD AND 2.9 FEET SOUTHWEST
 FD0077'OF A WITNESS SIGN.
 FD0077'THE MARK IS A STANDARD TRAVERSE DISK SET IN A CONCRETE
 FD0077'POST, SET FLUSH, AND IS STAMPED
 FD0077'SHELBY 1960.
 FD0077'
 FD0077'REFERENCE MARK NO 1 IS 33 FEET SOUTH OF A TRACK ROAD.  THE MARK IS A
 FD0077'STANDARD DISK SET IN A
 FD0077'CONCRETE POST, SET FLUSH, AND IS STAMPED SHELBY NO 1
 FD0077'1960.
 FD0077'
 FD0077'REFERENCE MARK NO 2 IS 78 FEET NORTH OF A TRACK ROAD.  THE MARK IS A
 FD0077'STANDARD DISK SET IN A
 FD0077'CONCRETE POST, SET FLUSH, AND IS STAMPED SHELBY NO 2
 FD0077'1960.
 FD0077'
 FD0077'AZIMUTH MARK IS 27 FEET WEST OF U S HIGHWAY 231, 2 FEET EAST OF A
 FD0077'WIRE FENCE, AND 1.9 FEET
 FD0077'SOUTHEAST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 FD0077'DISK SET IN A CONCRETE POST,
 FD0077'SET FLUSH, AND IS STAMPED SHELBY 1960.
 FD0077'
 FD0077'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U S HIGHWAY 231 AND
 FD0077'THE TRACK ROAD, GO SOUTH
 FD0077'ON U S HIGHWAY 231 FOR 0.3 MILE TO THE MARK ON THE
 FD0077'RIGHT.
 FD0077'
 FD0077'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FD0077
 FD0077                          STATION RECOVERY (1960)
 FD0077
 FD0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0077'2 MI S FROM MURFREESBORO.
 FD0077'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0077'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 1.9 MILES TO A
 FD0077'TRACK ROAD ON THE LEFT, TURN LEFT, EAST, FOR 0.05 MILE TO THE
 FD0077'STATION ON THE LEFT.  THE STATION MARK IS 54 FT. NORTH OF A
 FD0077'TRACK ROAD AND 2.9 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK
 FD0077'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0076 ***********************************************************************
 FD0076  DESIGNATION -  SHELBY AZ MK
 FD0076  PID         -  FD0076
 FD0076  STATE/COUNTY-  TN/RUTHERFORD
 FD0076  USGS QUAD   -  MURFREESBORO (1983)
 FD0076
 FD0076                         *CURRENT SURVEY CONTROL
 FD0076  ___________________________________________________________________
 FD0076* NAD 83(1986)-  35 48 36.     (N)    086 23 49.     (W)     SCALED    
 FD0076* NAVD 88     -       187.634  (meters)     615.60   (feet)  ADJUSTED  
 FD0076  ___________________________________________________________________
 FD0076  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0076  DYNAMIC HT  -         187.468 (meters)     615.05  (feet)  COMP
 FD0076  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FD0076
 FD0076  VERT ORDER  -  SECOND    CLASS 0
 FD0076
 FD0076.The horizontal coordinates were scaled from a topographic map and have
 FD0076.an estimated accuracy of +/- 6 seconds.
 FD0076
 FD0076.The orthometric height was determined by differential leveling
 FD0076.and adjusted by the National Geodetic Survey in June 1991..
 FD0076
 FD0076.The geoid height was determined by GEOID03.
 FD0076
 FD0076.The dynamic height is computed by dividing the NAVD 88
 FD0076.geopotential number by the normal gravity value computed on the
 FD0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0076.degrees latitude (g = 980.6199 gals.).
 FD0076
 FD0076.The modeled gravity was interpolated from observed gravity values.
 FD0076
 FD0076;                    North         East    Units  Estimated Accuracy
 FD0076;SPC TN       -   163,910.      564,130.      MT  (+/- 180 meters Scaled)
 FD0076
 FD0076                          SUPERSEDED SURVEY CONTROL
 FD0076
 FD0076  NGVD 29 (??/??/92)  187.642  (m)          615.62   (f) ADJ UNCH    2 0
 FD0076
 FD0076.Superseded values are not recommended for survey control.
 FD0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0076.See file dsdata.txt to determine how the superseded data were derived.
 FD0076
 FD0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE544630(NAD 83)
 FD0076_MARKER: DZ = AZIMUTH MARK DISK
 FD0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0076_STAMPING: SHELBY 1960
 FD0076_MARK LOGO: CGS   
 FD0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0076+STABILITY: SURFACE MOTION
 FD0076
 FD0076  HISTORY     - Date     Condition        Report By
 FD0076  HISTORY     - 1960     MONUMENTED       CGS
 FD0076
 FD0076                          STATION DESCRIPTION
 FD0076
 FD0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0076'2.2 MI S FROM MURFREESBORO.
 FD0076'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0076'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.2 MILES.  THE
 FD0076'AZIMUTH MARK IS 27 FT. WEST OF U.S. HIGHWAY 231, 2 FT. EAST
 FD0076'OF A WIRE FENCE, AND 1.9 FT. SOUTHEAST OF A WITNESS SIGN.  THE
 FD0076'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0076'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7714 ***********************************************************************
 DG7714  CBN         -  This is a Cooperative Base Network Control Station.
 DG7714  DESIGNATION -  SHELBY CBL 0 M
 DG7714  PID         -  DG7714
 DG7714  STATE/COUNTY-  TN/SHELBY
 DG7714  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 DG7714
 DG7714                         *CURRENT SURVEY CONTROL
 DG7714  ___________________________________________________________________
 DG7714* NAD 83(1995)-  35 10 45.09270(N)    090 03 22.88197(W)     ADJUSTED  
 DG7714* NAVD 88     -        67.7    (meters)     222.     (feet)  GPS OBS   
 DG7714  ___________________________________________________________________
 DG7714  X           -      -5,133.436 (meters)                     COMP
 DG7714  Y           -  -5,219,029.180 (meters)                     COMP
 DG7714  Z           -   3,654,157.068 (meters)                     COMP
 DG7714  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DG7714  ELLIP HEIGHT-          40.39  (meters)          (08/03/04) GPS OBS
 DG7714  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DG7714
 DG7714  HORZ ORDER  -  A
 DG7714  ELLP ORDER  -  FOURTH    CLASS I
 DG7714
 DG7714.The horizontal coordinates were established by GPS observations
 DG7714.and adjusted by the National Geodetic Survey in August 2004..
 DG7714
 DG7714.The orthometric height was determined by GPS observations and a
 DG7714.high-resolution geoid model.
 DG7714
 DG7714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7714
 DG7714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7714
 DG7714.The ellipsoidal height was determined by GPS observations
 DG7714.and is referenced to NAD 83.
 DG7714
 DG7714.The geoid height was determined by GEOID03.
 DG7714
 DG7714;                    North         East     Units Scale Factor Converg.
 DG7714;SPC TN       -   101,504.920   230,612.637   MT  1.00001325   -2 22 29.1
 DG7714;SPC TN       -   333,020.73    756,601.63   sFT  1.00001325   -2 22 29.1
 DG7714;UTM  15      - 3,896,884.503   768,065.437   MT  1.00048570   +1 41 49.0
 DG7714;UTM  16      - 3,897,194.521   221,667.094   MT  1.00055485   -1 45 43.2
 DG7714
 DG7714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7714!SPC TN       -   0.99999366  x   1.00001325  =   1.00000691
 DG7714!UTM  15      -   0.99999366  x   1.00048570  =   1.00047936
 DG7714!UTM  16      -   0.99999366  x   1.00055485  =   1.00054851
 DG7714
 DG7714                          SUPERSEDED SURVEY CONTROL
 DG7714
 DG7714.No superseded survey control is available for this station.
 DG7714
 DG7714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6806596885(NAD 83)
 DG7714_MARKER: DQ = CALIBRATION BASE LINE DISK
 DG7714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7714_MARK LOGO: TNDT  
 DG7714_PROJECTION: PROJECTING 0 CENTIMETERS
 DG7714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7714+STABILITY: SURFACE MOTION
 DG7714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7714+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7714
 DG7714  HISTORY     - Date     Condition        Report By
 DG7714  HISTORY     - 2002     MONUMENTED       TNDT
 DG7714  HISTORY     - 20031010 GOOD             TNDT
 DG7714
 DG7714                          STATION DESCRIPTION
 DG7714
 DG7714'DESCRIBED BY TN DEPT OF TRANSP 2003 (TB)
 DG7714'THE STATION IS LOCATED IN MISSISSIPPI GREENBELT PARK ON MUD ISLAND.
 DG7714' 
 DG7714'OWNERSHIP--CITY OF MEMPHIS
 DG7714' 
 DG7714'TO REACH THE STATION FROM THE INTERSECTION OF SR 14 (AUCTION AVE) AND
 DG7714'SR 3 NORTH (N THIRD STREET) IN MEMPHIS, GO WESTERLY OB AUCTION AVE FOR
 DG7714'0.65 MILES TO ISLAND DRIVE, THENCE NORTHERLY ON ISLAND DRIVE FOR 1.5
 DG7714'MILES TO PARKING LOT ENTRANCE ON HE LEFT, THENCE SOUTHERLY ACROSS
 DG7714'PARKING LOT FOR 0.15 MI TO THE SOUTHEAST CORNER OF PARKING LOT,
 DG7714'STATION IS LOCATED SOUTH OF A CONCRETE DRAINAGE DITCH ON SOUTH END OF
 DG7714'PARKING LOT AREA.
 DG7714' 
 DG7714'THE STATION IS 122 FT SOUTH OF THE SOUTH END OF A HEADWALL FOR THE
 DG7714'CONCRETE DRAINAGE DITCH 145 FT EAST SOTUHEAST OF A LIGHT POLE WITH TWO
 DG7714'LIGHTS (162340) 107 FT SOUTHWEST OF A POWER POLE (206892).  STATION IS
 DG7714'A BRASS DISK SET IN CONCRETE PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0478 ***********************************************************************
 GC0478  DESIGNATION -  SHELBY RM 1
 GC0478  PID         -  GC0478
 GC0478  STATE/COUNTY-  TN/DAVIDSON
 GC0478  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0478
 GC0478                         *CURRENT SURVEY CONTROL
 GC0478  ___________________________________________________________________
 GC0478* NAD 83(1986)-  36 10 08.     (N)    086 45 51.     (W)     SCALED    
 GC0478* NAVD 88     -       142.247  (meters)     466.69   (feet)  ADJUSTED  
 GC0478  ___________________________________________________________________
 GC0478  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0478  DYNAMIC HT  -         142.126 (meters)     466.29  (feet)  COMP
 GC0478  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GC0478
 GC0478  VERT ORDER  -  SECOND    CLASS 0
 GC0478
 GC0478.The horizontal coordinates were scaled from a topographic map and have
 GC0478.an estimated accuracy of +/- 6 seconds.
 GC0478
 GC0478.The orthometric height was determined by differential leveling
 GC0478.and adjusted by the National Geodetic Survey in June 1991..
 GC0478
 GC0478.The geoid height was determined by GEOID03.
 GC0478
 GC0478.The dynamic height is computed by dividing the NAVD 88
 GC0478.geopotential number by the normal gravity value computed on the
 GC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0478.degrees latitude (g = 980.6199 gals.).
 GC0478
 GC0478.The modeled gravity was interpolated from observed gravity values.
 GC0478
 GC0478;                    North         East    Units  Estimated Accuracy
 GC0478;SPC TN       -   203,920.      531,250.      MT  (+/- 180 meters Scaled)
 GC0478
 GC0478                          SUPERSEDED SURVEY CONTROL
 GC0478
 GC0478  NGVD 29 (??/??/92)  142.274  (m)          466.78   (f) ADJ UNCH    2 0
 GC0478
 GC0478.Superseded values are not recommended for survey control.
 GC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0478.See file dsdata.txt to determine how the superseded data were derived.
 GC0478
 GC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF212027(NAD 83)
 GC0478_MARKER: DB = BENCH MARK DISK
 GC0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0478_STAMPING: SHELBY NO 1 1959
 GC0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0478+STABILITY: SURFACE MOTION
 GC0478
 GC0478  HISTORY     - Date     Condition        Report By
 GC0478  HISTORY     - 1959     MONUMENTED       CGS
 GC0478  HISTORY     - 1960     GOOD             NGS
 GC0478
 GC0478                          STATION DESCRIPTION
 GC0478
 GC0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0478'IN NASHVILLE.
 GC0478'THIS MARK IS LOCATED AT THE SHELBY 1959 STATION SITE, 68.4 FT.
 GC0478'NORTHEAST OF THE STATION MARK, AND 44 FT. SOUTHEAST OF AN 18-INCH
 GC0478'TREE SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 GC0478'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0078 ***********************************************************************
 FD0078  DESIGNATION -  SHELBY RM 1
 FD0078  PID         -  FD0078
 FD0078  STATE/COUNTY-  TN/RUTHERFORD
 FD0078  USGS QUAD   -  MURFREESBORO (1983)
 FD0078
 FD0078                         *CURRENT SURVEY CONTROL
 FD0078  ___________________________________________________________________
 FD0078* NAD 83(1986)-  35 48 51.     (N)    086 23 40.     (W)     SCALED    
 FD0078* NAVD 88     -       187.517  (meters)     615.21   (feet)  ADJUSTED  
 FD0078  ___________________________________________________________________
 FD0078  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0078  DYNAMIC HT  -         187.352 (meters)     614.67  (feet)  COMP
 FD0078  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0078
 FD0078  VERT ORDER  -  SECOND    CLASS 0
 FD0078
 FD0078.The horizontal coordinates were scaled from a topographic map and have
 FD0078.an estimated accuracy of +/- 6 seconds.
 FD0078
 FD0078.The orthometric height was determined by differential leveling
 FD0078.and adjusted by the National Geodetic Survey in June 1991..
 FD0078
 FD0078.The geoid height was determined by GEOID03.
 FD0078
 FD0078.The dynamic height is computed by dividing the NAVD 88
 FD0078.geopotential number by the normal gravity value computed on the
 FD0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0078.degrees latitude (g = 980.6199 gals.).
 FD0078
 FD0078.The modeled gravity was interpolated from observed gravity values.
 FD0078
 FD0078;                    North         East    Units  Estimated Accuracy
 FD0078;SPC TN       -   164,370.      564,350.      MT  (+/- 180 meters Scaled)
 FD0078
 FD0078                          SUPERSEDED SURVEY CONTROL
 FD0078
 FD0078  NGVD 29 (??/??/92)  187.526  (m)          615.24   (f) ADJ UNCH    2 0
 FD0078
 FD0078.Superseded values are not recommended for survey control.
 FD0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0078.See file dsdata.txt to determine how the superseded data were derived.
 FD0078
 FD0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE547635(NAD 83)
 FD0078_MARKER: DR = REFERENCE MARK DISK
 FD0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0078_STAMPING: SHELBY NO 1 1960
 FD0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0078+STABILITY: SURFACE MOTION
 FD0078
 FD0078  HISTORY     - Date     Condition        Report By
 FD0078  HISTORY     - 1960     MONUMENTED       CGS
 FD0078
 FD0078                          STATION DESCRIPTION
 FD0078
 FD0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0078'2 MI S FROM MURFREESBORO.
 FD0078'THIS MARK IS LOCATED AT THE SHELBY 1960 STATION SITE, 89 FT.
 FD0078'SOUTH OF THE STATION MARK, AND 33 FT. SOUTH OF A TRACK ROAD.
 FD0078'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0078'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0480 ***********************************************************************
 GC0480  DESIGNATION -  SHELBY RM 2
 GC0480  PID         -  GC0480
 GC0480  STATE/COUNTY-  TN/DAVIDSON
 GC0480  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0480
 GC0480                         *CURRENT SURVEY CONTROL
 GC0480  ___________________________________________________________________
 GC0480* NAD 83(1986)-  36 10 08.     (N)    086 45 51.     (W)     SCALED    
 GC0480* NAVD 88     -       142.546  (meters)     467.67   (feet)  ADJUSTED  
 GC0480  ___________________________________________________________________
 GC0480  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0480  DYNAMIC HT  -         142.424 (meters)     467.27  (feet)  COMP
 GC0480  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 GC0480
 GC0480  VERT ORDER  -  SECOND    CLASS 0
 GC0480
 GC0480.The horizontal coordinates were scaled from a topographic map and have
 GC0480.an estimated accuracy of +/- 6 seconds.
 GC0480
 GC0480.The orthometric height was determined by differential leveling
 GC0480.and adjusted by the National Geodetic Survey in June 1991..
 GC0480
 GC0480.The geoid height was determined by GEOID03.
 GC0480
 GC0480.The dynamic height is computed by dividing the NAVD 88
 GC0480.geopotential number by the normal gravity value computed on the
 GC0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0480.degrees latitude (g = 980.6199 gals.).
 GC0480
 GC0480.The modeled gravity was interpolated from observed gravity values.
 GC0480
 GC0480;                    North         East    Units  Estimated Accuracy
 GC0480;SPC TN       -   203,920.      531,250.      MT  (+/- 180 meters Scaled)
 GC0480
 GC0480                          SUPERSEDED SURVEY CONTROL
 GC0480
 GC0480  NGVD 29 (??/??/92)  142.572  (m)          467.75   (f) ADJ UNCH    2 0
 GC0480
 GC0480.Superseded values are not recommended for survey control.
 GC0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0480.See file dsdata.txt to determine how the superseded data were derived.
 GC0480
 GC0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF212027(NAD 83)
 GC0480_MARKER: DR = REFERENCE MARK DISK
 GC0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0480_STAMPING: SHELBY NO 2 1959
 GC0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0480+STABILITY: SURFACE MOTION
 GC0480
 GC0480  HISTORY     - Date     Condition        Report By
 GC0480  HISTORY     - 1959     MONUMENTED       CGS
 GC0480  HISTORY     - 1960     GOOD             NGS
 GC0480
 GC0480                          STATION DESCRIPTION
 GC0480
 GC0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0480'IN NASHVILLE.
 GC0480'THIS MARK IS LOCATED AT THE SHELBY 1959 STATION SITE, 68.9 FT.
 GC0480'SOUTHEAST OF THE STATION MARK AND 34 FT. NORTH OF THE NORTHEAST
 GC0480'CORNER OF A YARD FENCE, SET IN TOP OF A CONCRETE POST THAT IS
 GC0480'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0075 ***********************************************************************
 FD0075  DESIGNATION -  SHELBY RM 2
 FD0075  PID         -  FD0075
 FD0075  STATE/COUNTY-  TN/RUTHERFORD
 FD0075  USGS QUAD   -  MURFREESBORO (1983)
 FD0075
 FD0075                         *CURRENT SURVEY CONTROL
 FD0075  ___________________________________________________________________
 FD0075* NAD 83(1986)-  35 48 51.     (N)    086 23 40.     (W)     SCALED    
 FD0075* NAVD 88     -       187.129  (meters)     613.94   (feet)  ADJUSTED  
 FD0075  ___________________________________________________________________
 FD0075  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0075  DYNAMIC HT  -         186.964 (meters)     613.40  (feet)  COMP
 FD0075  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0075
 FD0075  VERT ORDER  -  SECOND    CLASS 0
 FD0075
 FD0075.The horizontal coordinates were scaled from a topographic map and have
 FD0075.an estimated accuracy of +/- 6 seconds.
 FD0075
 FD0075.The orthometric height was determined by differential leveling
 FD0075.and adjusted by the National Geodetic Survey in June 1991..
 FD0075
 FD0075.The geoid height was determined by GEOID03.
 FD0075
 FD0075.The dynamic height is computed by dividing the NAVD 88
 FD0075.geopotential number by the normal gravity value computed on the
 FD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0075.degrees latitude (g = 980.6199 gals.).
 FD0075
 FD0075.The modeled gravity was interpolated from observed gravity values.
 FD0075
 FD0075;                    North         East    Units  Estimated Accuracy
 FD0075;SPC TN       -   164,370.      564,350.      MT  (+/- 180 meters Scaled)
 FD0075
 FD0075                          SUPERSEDED SURVEY CONTROL
 FD0075
 FD0075  NGVD 29 (??/??/92)  187.138  (m)          613.97   (f) ADJ UNCH    2 0
 FD0075
 FD0075.Superseded values are not recommended for survey control.
 FD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0075.See file dsdata.txt to determine how the superseded data were derived.
 FD0075
 FD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE547635(NAD 83)
 FD0075_MARKER: DR = REFERENCE MARK DISK
 FD0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0075_STAMPING: SHELBY NO 2 1960
 FD0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0075+STABILITY: SURFACE MOTION
 FD0075
 FD0075  HISTORY     - Date     Condition        Report By
 FD0075  HISTORY     - 1960     MONUMENTED       CGS
 FD0075
 FD0075                          STATION DESCRIPTION
 FD0075
 FD0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0075'2 MI S FROM MURFREESBORO.
 FD0075'THIS MARK IS LOCATED AT THE SHELBY 1960 STATION SITE, 80.8
 FD0075'FT. WEST OF THE STATION MARK AND 78 FT. NORTH OF A TRACK ROAD.
 FD0075'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0075'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1942 ***********************************************************************
 FF1942  DESIGNATION -  SHELBY STATE PARK WT 31 LOT
 FF1942  PID         -  FF1942
 FF1942  STATE/COUNTY-  TN/SHELBY
 FF1942  USGS QUAD   -  LOCKE (1970)
 FF1942
 FF1942                         *CURRENT SURVEY CONTROL
 FF1942  ___________________________________________________________________
 FF1942* NAD 83(1995)-  35 20 37.09232(N)    090 01 45.04213(W)     ADJUSTED  
 FF1942* NAVD 88     -                                                        
 FF1942  ___________________________________________________________________
 FF1942  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FF1942  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF1942
 FF1942  HORZ ORDER  -  THIRD
 FF1942
 FF1942.The horizontal coordinates were established by classical geodetic methods
 FF1942.and adjusted by the National Geodetic Survey in April 1999..
 FF1942
 FF1942
 FF1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1942
 FF1942.The geoid height was determined by GEOID03.
 FF1942
 FF1942;                    North         East     Units Scale Factor Converg.
 FF1942;SPC TN       -   119,631.534   233,837.041   MT  0.99998480   -2 21 31.8
 FF1942;SPC TN       -   392,491.12    767,180.36   sFT  0.99998480   -2 21 31.8
 FF1942;SPC AR N     -   113,877.169   579,135.440   MT  0.99994470   +1 08 48.5
 FF1942;SPC AR N     -   373,612.01  1,900,046.86   sFT  0.99994470   +1 08 48.5
 FF1942;UTM  15      - 3,915,203.466   769,994.504   MT  1.00049846   +1 43 10.5
 FF1942;UTM  16      - 3,915,364.304   224,700.283   MT  1.00053412   -1 45 12.3
 FF1942
 FF1942                          SUPERSEDED SURVEY CONTROL
 FF1942
 FF1942  NAD 83(1995)-  35 20 37.10319(N)    090 01 45.04432(W) AD(       ) 4
 FF1942  NAD 83(1995)-  35 20 37.10337(N)    090 01 45.04258(W) AD(       ) 4
 FF1942  NAD 83(1986)-  35 20 37.10397(N)    090 01 45.04359(W) AD(       ) 4
 FF1942  NAD 27      -  35 20 36.79600(N)    090 01 44.72100(W) AD(       ) 3
 FF1942
 FF1942.Superseded values are not recommended for survey control.
 FF1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1942.See file dsdata.txt to determine how the superseded data were derived.
 FF1942
 FF1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6999515203(NAD 83)
 FF1942_MARKER: 57 = LOOKOUT TOWER
 FF1942
 FF1942  HISTORY     - Date     Condition        Report By
 FF1942  HISTORY     - 1958     FIRST OBSERVED   CGS
 FF1942
 FF1942                          STATION DESCRIPTION
 FF1942
 FF1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FF1942'THE STATION IS ABOUT 14 MILES NORTH OF THE MAIN BUSINESS
 FF1942'DISTRICT OF MEMPHIS AND ABOUT 0.15 MILE NORTHEAST OF THE
 FF1942'ADMINISTRATION OFFICE OF SHELBY FOREST STATE PARK.
 FF1942'
 FF1942'THE STATION IS THE APEX OF THE ROOF OF THE ENCLOSED OBSERVATION
 FF1942'PLATFORM WHICH IS ON A FOUR LEGGED STEEL TOWER.  THE TOTAL
 FF1942'HEIGHT IS ABOUT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1453 ***********************************************************************
 FD1453  DESIGNATION -  SHELBYVILLE
 FD1453  PID         -  FD1453
 FD1453  STATE/COUNTY-  TN/BEDFORD
 FD1453  USGS QUAD   -  SHELBYVILLE (1981)
 FD1453
 FD1453                         *CURRENT SURVEY CONTROL
 FD1453  ___________________________________________________________________
 FD1453* NAD 83(1995)-  35 29 05.89852(N)    086 29 17.51266(W)     ADJUSTED  
 FD1453* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 FD1453  ___________________________________________________________________
 FD1453  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FD1453  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1453
 FD1453  HORZ ORDER  -  SECOND
 FD1453
 FD1453.The horizontal coordinates were established by classical geodetic methods
 FD1453.and adjusted by the National Geodetic Survey in April 1999..
 FD1453
 FD1453.The orthometric height was scaled from a topographic map.
 FD1453
 FD1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1453
 FD1453.The geoid height was determined by GEOID03.
 FD1453
 FD1453;                    North         East     Units Scale Factor Converg.
 FD1453;SPC TN       -   127,884.062   555,699.500   MT  0.99996685   -0 17 08.9
 FD1453;SPC TN       -   419,566.29  1,823,157.44   sFT  0.99996685   -0 17 08.9
 FD1453;UTM  16      - 3,926,947.119   546,425.760   MT  0.99962656   +0 17 49.6
 FD1453
 FD1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1453!SPC TN       -   0.99996501  x   0.99996685  =   0.99993186
 FD1453!UTM  16      -   0.99996501  x   0.99962656  =   0.99959158
 FD1453
 FD1453|---------------------------------------------------------------------|
 FD1453| PID    Reference Object                     Distance      Geod. Az  |
 FD1453|                                                           dddmmss.s |
 FD1453| CG7476 SHELBYVILLE RM 1                                   05017     |
 FD1453| FD1411 HORSE                               APPROX. 6.9 KM 0633408.1 |
 FD1453| CG7475 SHELBYVILLE AZ MK                                  1683825.8 |
 FD1453| CG7477 SHELBYVILLE RM 2                                   34503     |
 FD1453|---------------------------------------------------------------------|
 FD1453
 FD1453                          SUPERSEDED SURVEY CONTROL
 FD1453
 FD1453  NAD 83(1995)-  35 29 05.90465(N)    086 29 17.51472(W) AD(       ) 2
 FD1453  NAD 83(1995)-  35 29 05.90511(N)    086 29 17.51344(W) AD(       ) 2
 FD1453  NAD 83(1986)-  35 29 05.90987(N)    086 29 17.51204(W) AD(       ) 2
 FD1453  NAD 27      -  35 29 05.65100(N)    086 29 17.53300(W) AD(       ) 2
 FD1453
 FD1453.Superseded values are not recommended for survey control.
 FD1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1453.See file dsdata.txt to determine how the superseded data were derived.
 FD1453
 FD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4642626947(NAD 83)
 FD1453_MARKER: DS = TRIANGULATION STATION DISK
 FD1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1453
 FD1453  HISTORY     - Date     Condition        Report By
 FD1453  HISTORY     - 1934     MONUMENTED       CGS
 FD1453  HISTORY     - 1957     GOOD             TN-003
 FD1453
 FD1453                          STATION DESCRIPTION
 FD1453
 FD1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1453'ABOUT 1.5 MILES WEST OF SHELBYVILLE, ON LAND OWNED BY G W ARMSTONG.
 FD1453'TO REACH FROM
 FD1453'COURTHOUSE IN SHELBYVILLE, FOLLOW STATE ROUTE 64
 FD1453'SOUTHWEST 0.15 MILE TO SIDE ROAD
 FD1453'ON RIGHT JUST BEFORE CROSSING DUCK
 FD1453'RIVER BRIDGE, TURN RIGHT AND GO 0.1 MILE TO FIRST
 FD1453'CROSSROAD AFTER
 FD1453'CROSSING RAILROAD, TURN LEFT AND GO 1.5 MILES (PASSING TWO PENCIL
 FD1453'FACTORIES) TO
 FD1453'CROSSROAD (ARMSTRONGS HOME IN FAR LEFT CORNER), KEEP
 FD1453'STRAIGHT AHEAD 0.05 MILE TO
 FD1453'LARGE LONE 12-INCH OAK, AND GO SOUTHEAST
 FD1453'200 FEET TO STATION SITE ON NORTHERLY END OF
 FD1453'LOW ROUNDED RIDGE WHICH
 FD1453'RUNS THROUGH PASTURE, ABOUT 300 FEET WEST-SOUTHWEST OF
 FD1453'ARMSTRONGS
 FD1453'HOME, AND ABOUT 60 FEET SOUTH OF FENCE LINE.  SURFACE AND UNDERGROUND
 FD1453'MARKS ARE STANDARD
 FD1453'DISKS IN CONCRETE.  UPPER MARK IS
 FD1453'12 INCHES BELOW SURFACE OF GROUND.
 FD1453'REFERENCE AND AZIMUTH MARKS ARE
 FD1453'STANDARDS REFERENCE DISKS IN CONCRETE.  NO 1
 FD1453'IS 10 FEET
 FD1453'BELOW STATION IN ELEVATION, ABOUT 60 FEET WEST OF WEST CORNER OF
 FD1453'ARMSTRONGS BARN,
 FD1453'1.5 FEET SOUTH OF FENCE LINE, AND 131.32 FEET (SLOPE
 FD1453'DISTANCE) FROM STATION N 50 DEG 17 MIN E.
 FD1453'NO 2 IS 15 FEET
 FD1453'BELOW STATION IN ELEVATION, 15 FEET WEST-NORTHWEST
 FD1453'OF 12-INCH OAK
 FD1453'TREE MENTIONED ABOVE, 15 FEET SOUTHEAST OF CENTER LINE OF ROAD, 12
 FD1453'FEET SOUTHWEST OF
 FD1453'T-FENCE CORNER, AND 180.55 FEET (SLOPE DISTANCE)
 FD1453'FROM STATION N 14 DEG 57 MIN W.
 FD1453'AZIMUTH MARK IS IN PASTURE
 FD1453'LOT, ON TOP OF NEST KNOLL FROM STATION, ABOUT 6 FEET
 FD1453'ABOVE ROAD IN
 FD1453'ELEVATION, 20 FEET WEST OF CENTER LINE OF ROAD, 4 FEET WEST OF FENCE
 FD1453'LINE, AND
 FD1453'APPROXIMATELY 750 FEET FROM STATION S 11 DEG 21 MIN E.
 FD1453'TO REACH
 FD1453'AZIMUTH MARK WHEN COMING FROM SHELBYVILLE, TURN
 FD1453'LEFT AT CROSSROAD AT THE ARMSTRONG HOME
 FD1453'AND GO 0.15 MILE TO MARK ON
 FD1453'RIGHT.
 FD1453
 FD1453                          STATION RECOVERY (1957)
 FD1453
 FD1453'RECOVERY NOTE BY BEDFORD COUNTY TENNESSEE 1957
 FD1453'LETTERS OF MR ROBERT M LOYD, ROUTE 2, WARTRACE, TENN-
 FD1453'
 FD1453'REFERENCE MARK NO 2 WAS REPORTED REMOVED BY THE COUNTY HIGHWAY DEPT
 FD1453'AND LATER RESET AT MR
 FD1453'LOYDS REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1452 ***********************************************************************
 FD1452  DESIGNATION -  SHELBYVILLE MUNICIPAL TANK
 FD1452  PID         -  FD1452
 FD1452  STATE/COUNTY-  TN/BEDFORD
 FD1452  USGS QUAD   -  SHELBYVILLE (1981)
 FD1452
 FD1452                         *CURRENT SURVEY CONTROL
 FD1452  ___________________________________________________________________
 FD1452* NAD 83(1995)-  35 28 40.32190(N)    086 26 54.88616(W)     ADJUSTED  
 FD1452* NAVD 88     -                                                        
 FD1452  ___________________________________________________________________
 FD1452  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 FD1452  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1452
 FD1452  HORZ ORDER  -  THIRD
 FD1452
 FD1452.The horizontal coordinates were established by classical geodetic methods
 FD1452.and adjusted by the National Geodetic Survey in April 1999..
 FD1452
 FD1452
 FD1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1452
 FD1452.The geoid height was determined by GEOID03.
 FD1452
 FD1452;                    North         East     Units Scale Factor Converg.
 FD1452;SPC TN       -   127,078.637   559,290.956   MT  0.99996761   -0 15 45.4
 FD1452;SPC TN       -   416,923.83  1,834,940.41   sFT  0.99996761   -0 15 45.4
 FD1452;UTM  16      - 3,926,178.526   550,024.004   MT  0.99963084   +0 19 12.2
 FD1452
 FD1452                          SUPERSEDED SURVEY CONTROL
 FD1452
 FD1452  NAD 83(1995)-  35 28 40.32795(N)    086 26 54.88593(W) AD(       ) 4
 FD1452  NAD 83(1995)-  35 28 40.32783(N)    086 26 54.88698(W) AD(       ) 4
 FD1452  NAD 83(1986)-  35 28 40.33307(N)    086 26 54.88568(W) AD(       ) 4
 FD1452  NAD 27      -  35 28 40.08000(N)    086 26 54.91000(W) AD(       ) 3
 FD1452
 FD1452.Superseded values are not recommended for survey control.
 FD1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1452.See file dsdata.txt to determine how the superseded data were derived.
 FD1452
 FD1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5002426179(NAD 83)
 FD1452_MARKER: 51 = TANK
 FD1452
 FD1452  HISTORY     - Date     Condition        Report By
 FD1452  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1452
 FD1452                          STATION DESCRIPTION
 FD1452
 FD1452'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2508 ***********************************************************************
 FE2508  DESIGNATION -  SHEPP
 FE2508  PID         -  FE2508
 FE2508  STATE/COUNTY-  TN/HAYWOOD
 FE2508  USGS QUAD   -  DANCYVILLE (1981)
 FE2508
 FE2508                         *CURRENT SURVEY CONTROL
 FE2508  ___________________________________________________________________
 FE2508* NAD 83(1995)-  35 30 00.25034(N)    089 22 02.92388(W)     ADJUSTED  
 FE2508* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 FE2508  ___________________________________________________________________
 FE2508  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FE2508  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2508
 FE2508  HORZ ORDER  -  SECOND
 FE2508
 FE2508.The horizontal coordinates were established by classical geodetic methods
 FE2508.and adjusted by the National Geodetic Survey in April 1999..
 FE2508
 FE2508.The orthometric height was scaled from a topographic map.
 FE2508
 FE2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2508
 FE2508.The geoid height was determined by GEOID03.
 FE2508
 FE2508;                    North         East     Units Scale Factor Converg.
 FE2508;SPC TN       -   134,704.280   294,541.843   MT  0.99996529   -1 58 17.2
 FE2508;SPC TN       -   441,942.29    966,342.70   sFT  0.99996529   -1 58 17.2
 FE2508;UTM  16      - 3,931,078.284   285,266.126   MT  1.00016827   -1 22 31.2
 FE2508
 FE2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2508!SPC TN       -   0.99999069  x   0.99996529  =   0.99995598
 FE2508!UTM  16      -   0.99999069  x   1.00016827  =   1.00015896
 FE2508
 FE2508                          SUPERSEDED SURVEY CONTROL
 FE2508
 FE2508  NAD 83(1995)-  35 30 00.25604(N)    089 22 02.92570(W) AD(       ) 2
 FE2508  NAD 83(1986)-  35 30 00.26210(N)    089 22 02.92450(W) AD(       ) 2
 FE2508  NAD 27      -  35 29 59.97290(N)    089 22 02.66680(W) AD(       ) 2
 FE2508
 FE2508.Superseded values are not recommended for survey control.
 FE2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2508.See file dsdata.txt to determine how the superseded data were derived.
 FE2508
 FE2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8526631078(NAD 83)
 FE2508_MARKER: P = PIPE CAP
 FE2508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2508_SP_SET: METAL PIPE AND CONCRETE SURROUND
 FE2508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2508
 FE2508  HISTORY     - Date     Condition        Report By
 FE2508  HISTORY     - 1958     MONUMENTED       USE
 FE2508
 FE2508                          STATION DESCRIPTION
 FE2508
 FE2508'DESCRIBED BY US ENGINEERS 1958
 FE2508'TO REACH THE STATION FROM THE MAIN CROSSROAD IN STANTON, GO NORTHEAST
 FE2508'ON U.S. HIGHWAY 70-79 FOR 3.2 MILES TO A PAVED ROAD RIGHT AND A
 FE2508'DRIVEWAY LEFT AND THE STATION ON THE LEFT, WEST SIDE OF THE HIGHWAY.
 FE2508'
 FE2508'SHEPP (USE) WAS USED AS REFERENCE MARK NO 2, IT IS 25 FEET SOUTHEAST
 FE2508'OF A FENCE CORNER, 37 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 FE2508'AND 63 FEET WEST OF THE CENTERLINE OF HIGHWAY 70-79, IT IS A U.S.
 FE2508'ENGINEER DEPARTMENT CAP DISK STAMPED B M SHEPP NO 1 1933, RIVETED
 FE2508'TO THE TOP OF A 4 INCH IRON PIPE REINFORCED WITH CONCRETE, AND
 FE2508'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1885 ***********************************************************************
 GB1885  DESIGNATION -  SHILO
 GB1885  PID         -  GB1885
 GB1885  STATE/COUNTY-  TN/JACKSON
 GB1885  USGS QUAD   -  DODSON BRANCH (1968)
 GB1885
 GB1885                         *CURRENT SURVEY CONTROL
 GB1885  ___________________________________________________________________
 GB1885* NAD 83(1995)-  36 15 04.46504(N)    085 35 16.16945(W)     ADJUSTED  
 GB1885* NAVD 88     -       307.631  (meters)    1009.29   (feet)  ADJUSTED  
 GB1885  ___________________________________________________________________
 GB1885  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GB1885  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB1885  DYNAMIC HT  -         307.357 (meters)    1008.39  (feet)  COMP
 GB1885  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GB1885
 GB1885  HORZ ORDER  -  SECOND
 GB1885  VERT ORDER  -  SECOND    CLASS 0
 GB1885
 GB1885.The horizontal coordinates were established by classical geodetic methods
 GB1885.and adjusted by the National Geodetic Survey in April 1999..
 GB1885
 GB1885.The orthometric height was determined by differential leveling
 GB1885.and adjusted by the National Geodetic Survey in June 1991..
 GB1885
 GB1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1885
 GB1885.The geoid height was determined by GEOID03.
 GB1885
 GB1885.The dynamic height is computed by dividing the NAVD 88
 GB1885.geopotential number by the normal gravity value computed on the
 GB1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1885.degrees latitude (g = 980.6199 gals.).
 GB1885
 GB1885.The modeled gravity was interpolated from observed gravity values.
 GB1885
 GB1885;                    North         East     Units Scale Factor Converg.
 GB1885;SPC TN       -   212,870.350   637,043.955   MT  0.99997484   +0 14 28.7
 GB1885;SPC TN       -   698,392.14  2,090,035.04   sFT  0.99997484   +0 14 28.7
 GB1885;UTM  16      - 4,012,739.937   626,874.958   MT  0.99979834   +0 50 06.6
 GB1885
 GB1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1885!SPC TN       -   0.99995640  x   0.99997484  =   0.99993125
 GB1885!UTM  16      -   0.99995640  x   0.99979834  =   0.99975475
 GB1885
 GB1885|---------------------------------------------------------------------|
 GB1885| PID    Reference Object                     Distance      Geod. Az  |
 GB1885|                                                           dddmmss.s |
 GB1885| GB1886 SHILO RM 1                            9.378 METERS 02053     |
 GB1885| GB1884 SHILO RM 2                            9.646 METERS 24212     |
 GB1885| GB1894 JEAN                                APPROX. 2.3 KM 3174222.8 |
 GB1885| GB1887 SHILO AZ MK                                        3420603.3 |
 GB1885|---------------------------------------------------------------------|
 GB1885
 GB1885                          SUPERSEDED SURVEY CONTROL
 GB1885
 GB1885  NAD 83(1995)-  36 15 04.46706(N)    085 35 16.17144(W) AD(       ) 2
 GB1885  NAD 83(1995)-  36 15 04.47010(N)    085 35 16.17294(W) AD(       ) 2
 GB1885  NAD 83(1986)-  36 15 04.47578(N)    085 35 16.17166(W) AD(       ) 2
 GB1885  NAD 27      -  36 15 04.25862(N)    085 35 16.25740(W) AD(       ) 2
 GB1885  NGVD 29 (??/??/92)  307.709  (m)         1009.54   (f) ADJ UNCH    2 0
 GB1885
 GB1885.Superseded values are not recommended for survey control.
 GB1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1885.See file dsdata.txt to determine how the superseded data were derived.
 GB1885
 GB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2687512740(NAD 83)
 GB1885_MARKER: DE = TRAVERSE STATION DISK
 GB1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1885_STAMPING: SHILO 1966
 GB1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1885+STABILITY: SURFACE MOTION
 GB1885
 GB1885  HISTORY     - Date     Condition        Report By
 GB1885  HISTORY     - 1966     MONUMENTED       TNHD
 GB1885  HISTORY     - 1966     GOOD             TNHD
 GB1885
 GB1885                          STATION DESCRIPTION
 GB1885
 GB1885'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1885'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF COOKEVILLE AND
 GB1885'JUST NORTHEAST OF THE SMALL COMMUNITY OF SHILOH.
 GB1885'
 GB1885'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE IN
 GB1885'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1885'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1885'MILES TO EAST 12TH STREET.  TURN LEFT ON EAST 12TH STREET AND GO
 GB1885'NORTHWESTERLY FOR 7.8 MILES TO A PAVED ROAD ON THE RIGHT, S6294/1).
 GB1885'TURN RIGHT, NORTHEAST, AND GO 1.0 MILE ON THE PAVED ROAD TO A
 GB1885'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND FOLLOW THE GRAVELED
 GB1885'ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GB1885'
 GB1885'THE STATION IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB1885'GRAVELED ROAD, 16 FEET WEST OF A WIRE FENCE, 15 FEET NORTHEAST
 GB1885'OF A 12-INCH CEDAR TREE, 11.1 FEET NORTHEAST OF A METAL WITNESS POST
 GB1885'AND SIGN AND 4 FEET WEST OF A SMALL CLUMP OF 10-INCH TREES.
 GB1885'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1885'DEPARTMENT DISKS AND THE DISKS ARE STAMPED SHILO 1966.  THE
 GB1885'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB1885'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1885'MONUMENT.
 GB1885'
 GB1885'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB1885'GRAVELED ROAD, 13 FEET NORTHWEST OF A NORTH GATEPOST IN THE
 GB1885'WIRE FENCE AND 8 FEET WEST OF THE WIRE FENCE.  THE MARK IS A STANDARD
 GB1885'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1885'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SHILO RM-1
 GB1885'1966.
 GB1885'
 GB1885'REFERENCE MARK NO. 2 IS 11 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB1885'OF THE GRAVELED ROAD, 5 FEET NORTHEAST OF AN 8-INCH SWEET GUM TREE
 GB1885'AND 3 FEET WEST OF AN 8-INCH, TWIN-TRUNKED WILD CHERRY TREE.  THE
 GB1885'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1885'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1885'STAMPED SHILO RM-2 1966.
 GB1885'
 GB1885'THE DISTANCE BETWEEN REFERENCE MARKS IS 58.38 FEET.
 GB1885'
 GB1885'THE AZIMUTH MARK IS ABOUT 40 YARDS SOUTH OF A CURVE IN THE GRAVELED
 GB1885'ROAD, 13 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 GB1885'AND 2.8 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS A
 GB1885'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1885'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1885'SHILO AZI 1966.
 GB1885'
 GB1885'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHERLY ON THE
 GB1885'GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 GB1885'
 GB1885'ALL OBSERVATIONS WERE MADE FROM AN 8-FOOT WOODEN STAND.
 GB1885'
 GB1885'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 GB1885
 GB1885                          STATION RECOVERY (1966)
 GB1885
 GB1885'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1885'8 MI NW FROM COOKEVILLE.
 GB1885'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1885'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1885'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1885'MILES TO EAST 12TH STREET, TURN LEFT ON EAST 12TH STREET AND GO
 GB1885'NORTHWESTERLY FOR 7.8 MILES TO A PAVED ROAD ON THE RIGHT.  TURN
 GB1885'RIGHT, NORTHEAST, AND GO 1.0 MILE ON THE PAVED ROAD TO A GRAVELED
 GB1885'ROAD ON THE LEFT, TURN LEFT, NORTH, AND FOLLOW THE GRAVELED ROAD
 GB1885'FOR 0.25 MILE TO THE MARK ON THE RIGHT, 18 FEET SOUTH OF THE
 GB1885'APPROXIMATE CENTER OF THE GRAVELED ROAD, 16 FEET WEST OF A WIRE
 GB1885'FENCE, 15 FEET NORTHEAST OF A 12-INCH CEDAR TREE, 11.1 FEET
 GB1885'NORTHEAST OF A METAL WITNESS POST AND SIGN AND 4 FEET WEST OF A
 GB1885'SMALL CLUMP OF 10-INCH TREES.  THE DISK IS SET IN THE TOP OF A
 GB1885'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1887 ***********************************************************************
 GB1887  DESIGNATION -  SHILO AZ MK
 GB1887  PID         -  GB1887
 GB1887  STATE/COUNTY-  TN/JACKSON
 GB1887  USGS QUAD   -  DODSON BRANCH (1968)
 GB1887
 GB1887                         *CURRENT SURVEY CONTROL
 GB1887  ___________________________________________________________________
 GB1887* NAD 83(1986)-  36 15 13.     (N)    085 35 19.     (W)     SCALED    
 GB1887* NAVD 88     -       306.464  (meters)    1005.46   (feet)  ADJUSTED  
 GB1887  ___________________________________________________________________
 GB1887  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB1887  DYNAMIC HT  -         306.191 (meters)    1004.56  (feet)  COMP
 GB1887  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 GB1887
 GB1887  VERT ORDER  -  SECOND    CLASS 0
 GB1887
 GB1887.The horizontal coordinates were scaled from a topographic map and have
 GB1887.an estimated accuracy of +/- 6 seconds.
 GB1887
 GB1887.The orthometric height was determined by differential leveling
 GB1887.and adjusted by the National Geodetic Survey in June 1991..
 GB1887
 GB1887.The geoid height was determined by GEOID03.
 GB1887
 GB1887.The dynamic height is computed by dividing the NAVD 88
 GB1887.geopotential number by the normal gravity value computed on the
 GB1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1887.degrees latitude (g = 980.6199 gals.).
 GB1887
 GB1887.The modeled gravity was interpolated from observed gravity values.
 GB1887
 GB1887;                    North         East    Units  Estimated Accuracy
 GB1887;SPC TN       -   213,130.      636,970.      MT  (+/- 180 meters Scaled)
 GB1887
 GB1887                          SUPERSEDED SURVEY CONTROL
 GB1887
 GB1887  NGVD 29 (??/??/??)  306.59   (m)         1005.9    (f) RESET       3  
 GB1887
 GB1887.Superseded values are not recommended for survey control.
 GB1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1887.See file dsdata.txt to determine how the superseded data were derived.
 GB1887
 GB1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF268130(NAD 83)
 GB1887_MARKER: DR = REFERENCE MARK DISK
 GB1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1887_STAMPING: SHILO AZI 1966
 GB1887_MARK LOGO: TNHD  
 GB1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1887+STABILITY: SURFACE MOTION
 GB1887
 GB1887  HISTORY     - Date     Condition        Report By
 GB1887  HISTORY     - 1966     MONUMENTED       TNHD
 GB1887
 GB1887                          STATION DESCRIPTION
 GB1887
 GB1887'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1887'8 MI NW FROM COOKEVILLE.
 GB1887'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1887'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1887'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1887'MILES TO EAST 12TH STREET, TURN LEFT ON EAST 12TH STREET AND GO
 GB1887'NORTHWESTERLY FOR 7.8 MILES TO A PAVED ROAD ON THE RIGHT.  TURN
 GB1887'RIGHT, NORTHEAST, AND GO 1.0 MILE ON THE PAVED ROAD TO A GRAVELED
 GB1887'ROAD ON THE LEFT, TURN LEFT, NORTH, AND FOLLOW THE GRAVELED ROAD
 GB1887'FOR 0.4 MILE TO THE MARK ON THE LEFT, ABOUT 40 YARDS SOUTH OF A
 GB1887'CURVE IN THE GRAVELED ROAD, 13 FEET WEST OF THE APPROXIMATE
 GB1887'CENTER OF THE GRAVELED ROAD AND 2.8 FEET SOUTH OF A METAL WITNESS
 GB1887'POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1887'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1886 ***********************************************************************
 GB1886  DESIGNATION -  SHILO RM 1
 GB1886  PID         -  GB1886
 GB1886  STATE/COUNTY-  TN/JACKSON
 GB1886  USGS QUAD   -  DODSON BRANCH (1968)
 GB1886
 GB1886                         *CURRENT SURVEY CONTROL
 GB1886  ___________________________________________________________________
 GB1886* NAD 83(1986)-  36 15 05.     (N)    085 35 17.     (W)     SCALED    
 GB1886* NAVD 88     -       307.526  (meters)    1008.94   (feet)  ADJUSTED  
 GB1886  ___________________________________________________________________
 GB1886  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB1886  DYNAMIC HT  -         307.252 (meters)    1008.04  (feet)  COMP
 GB1886  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GB1886
 GB1886  VERT ORDER  -  SECOND    CLASS 0
 GB1886
 GB1886.The horizontal coordinates were scaled from a topographic map and have
 GB1886.an estimated accuracy of +/- 6 seconds.
 GB1886
 GB1886.The orthometric height was determined by differential leveling
 GB1886.and adjusted by the National Geodetic Survey in June 1991..
 GB1886
 GB1886.The geoid height was determined by GEOID03.
 GB1886
 GB1886.The dynamic height is computed by dividing the NAVD 88
 GB1886.geopotential number by the normal gravity value computed on the
 GB1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1886.degrees latitude (g = 980.6199 gals.).
 GB1886
 GB1886.The modeled gravity was interpolated from observed gravity values.
 GB1886
 GB1886;                    North         East    Units  Estimated Accuracy
 GB1886;SPC TN       -   212,890.      637,020.      MT  (+/- 180 meters Scaled)
 GB1886
 GB1886                          SUPERSEDED SURVEY CONTROL
 GB1886
 GB1886  NGVD 29 (??/??/92)  307.603  (m)         1009.19   (f) ADJ UNCH    2 0
 GB1886
 GB1886.Superseded values are not recommended for survey control.
 GB1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1886.See file dsdata.txt to determine how the superseded data were derived.
 GB1886
 GB1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF268127(NAD 83)
 GB1886_MARKER: DR = REFERENCE MARK DISK
 GB1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1886_STAMPING: SHILO RM-1 1966
 GB1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1886+STABILITY: SURFACE MOTION
 GB1886
 GB1886  HISTORY     - Date     Condition        Report By
 GB1886  HISTORY     - 1966     MONUMENTED       TNHD
 GB1886
 GB1886                          STATION DESCRIPTION
 GB1886
 GB1886'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1886'8 MI NW FROM COOKEVILLE.
 GB1886'AT THE SHILO 1966 STATION SITE, 30.77 FEET NORTH OF THE STATION
 GB1886'MARK, 16 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 GB1886'13 FEET NORTHWEST OF A NORTH GATE-POST IN A WIRE FENCE AND 8 FEET
 GB1886'WEST OF THE WIRE FENCE.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1886'SQUARE, FLUSH CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1884 ***********************************************************************
 GB1884  DESIGNATION -  SHILO RM 2
 GB1884  PID         -  GB1884
 GB1884  STATE/COUNTY-  TN/JACKSON
 GB1884  USGS QUAD   -  DODSON BRANCH (1968)
 GB1884
 GB1884                         *CURRENT SURVEY CONTROL
 GB1884  ___________________________________________________________________
 GB1884* NAD 83(1986)-  36 15 05.     (N)    085 35 17.     (W)     SCALED    
 GB1884* NAVD 88     -       307.066  (meters)    1007.43   (feet)  ADJUSTED  
 GB1884  ___________________________________________________________________
 GB1884  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB1884  DYNAMIC HT  -         306.793 (meters)    1006.54  (feet)  COMP
 GB1884  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GB1884
 GB1884  VERT ORDER  -  SECOND    CLASS 0
 GB1884
 GB1884.The horizontal coordinates were scaled from a topographic map and have
 GB1884.an estimated accuracy of +/- 6 seconds.
 GB1884
 GB1884.The orthometric height was determined by differential leveling
 GB1884.and adjusted by the National Geodetic Survey in June 1991..
 GB1884
 GB1884.The geoid height was determined by GEOID03.
 GB1884
 GB1884.The dynamic height is computed by dividing the NAVD 88
 GB1884.geopotential number by the normal gravity value computed on the
 GB1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1884.degrees latitude (g = 980.6199 gals.).
 GB1884
 GB1884.The modeled gravity was interpolated from observed gravity values.
 GB1884
 GB1884;                    North         East    Units  Estimated Accuracy
 GB1884;SPC TN       -   212,890.      637,020.      MT  (+/- 180 meters Scaled)
 GB1884
 GB1884                          SUPERSEDED SURVEY CONTROL
 GB1884
 GB1884  NGVD 29 (??/??/92)  307.143  (m)         1007.68   (f) ADJ UNCH    2 0
 GB1884
 GB1884.Superseded values are not recommended for survey control.
 GB1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1884.See file dsdata.txt to determine how the superseded data were derived.
 GB1884
 GB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF268127(NAD 83)
 GB1884_MARKER: DR = REFERENCE MARK DISK
 GB1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1884_STAMPING: SHILO RM-2 1966
 GB1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1884+STABILITY: SURFACE MOTION
 GB1884
 GB1884  HISTORY     - Date     Condition        Report By
 GB1884  HISTORY     - 1966     MONUMENTED       TNHD
 GB1884
 GB1884                          STATION DESCRIPTION
 GB1884
 GB1884'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1884'8 MI NW FROM COOKEVILLE.
 GB1884'AT THE SHILO 1966 STATION SITE, 31.65 FEET SOUTHWEST OF THE
 GB1884'STATION MARK, 11 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GB1884'GRAVELED ROAD, 5 FEET NORTHEAST OF AN 8-INCH SWEET GUM TREE AND
 GB1884'3 FEET WEST OF AN 8-INCH, TWIN-TRUNKED, WILD CHERRY TREE.  THE
 GB1884'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1884'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2575 ***********************************************************************
 GC2575  DESIGNATION -  SHILOH
 GC2575  PID         -  GC2575
 GC2575  STATE/COUNTY-  TN/MONTGOMERY
 GC2575  USGS QUAD   -  ELLIS MILLS (1982)
 GC2575
 GC2575                         *CURRENT SURVEY CONTROL
 GC2575  ___________________________________________________________________
 GC2575* NAD 83(1995)-  36 20 55.66030(N)    087 33 59.11489(W)     ADJUSTED  
 GC2575* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 GC2575  ___________________________________________________________________
 GC2575  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GC2575  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2575
 GC2575  HORZ ORDER  -  SECOND
 GC2575
 GC2575.The horizontal coordinates were established by classical geodetic methods
 GC2575.and adjusted by the National Geodetic Survey in April 1999..
 GC2575
 GC2575.The orthometric height was scaled from a topographic map.
 GC2575
 GC2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2575
 GC2575.The geoid height was determined by GEOID03.
 GC2575
 GC2575;                    North         East     Units Scale Factor Converg.
 GC2575;SPC TN       -   224,742.433   459,397.864   MT  0.99998867   -0 55 01.4
 GC2575;SPC TN       -   737,342.47  1,507,207.83   sFT  0.99998867   -0 55 01.4
 GC2575;UTM  16      - 4,022,784.897   449,175.337   MT  0.99963183   -0 20 08.6
 GC2575
 GC2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2575!SPC TN       -   0.99997132  x   0.99998867  =   0.99995999
 GC2575!UTM  16      -   0.99997132  x   0.99963183  =   0.99960316
 GC2575
 GC2575:                Primary Azimuth Mark                     Grid Az
 GC2575:SPC TN       -  HOUSTON                                  170 38 34.5
 GC2575:UTM  16      -  HOUSTON                                  170 03 41.7
 GC2575
 GC2575|---------------------------------------------------------------------|
 GC2575| PID    Reference Object                     Distance      Geod. Az  |
 GC2575|                                                           dddmmss.s |
 GC2575| GC2573 HOUSTON                             APPROX. 1.1 KM 1694333.1 |
 GC2575| CG7486 SHILOH RM 2                          24.012 METERS 25801     |
 GC2575| CG7485 SHILOH RM 1                          23.272 METERS 34733     |
 GC2575|---------------------------------------------------------------------|
 GC2575
 GC2575                          SUPERSEDED SURVEY CONTROL
 GC2575
 GC2575  NAD 83(1995)-  36 20 55.66165(N)    087 33 59.11741(W) AD(       ) 2
 GC2575  NAD 83(1995)-  36 20 55.66372(N)    087 33 59.11915(W) AD(       ) 2
 GC2575  NAD 83(1986)-  36 20 55.66974(N)    087 33 59.11831(W) AD(       ) 2
 GC2575  NAD 27      -  36 20 55.47600(N)    087 33 59.06500(W) AD(       ) 2
 GC2575
 GC2575.Superseded values are not recommended for survey control.
 GC2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2575.See file dsdata.txt to determine how the superseded data were derived.
 GC2575
 GC2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4917522785(NAD 83)
 GC2575_MARKER: DS = TRIANGULATION STATION DISK
 GC2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2575
 GC2575  HISTORY     - Date     Condition        Report By
 GC2575  HISTORY     - 1952     MONUMENTED       CGS
 GC2575
 GC2575                          STATION DESCRIPTION
 GC2575
 GC2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ELJ)
 GC2575'STATION IS LOCATED ON THE PROPERTY OF J.D. LYNCH ON THE NORTH SIDE OF
 GC2575'A GRAVEL ROAD ABOUT 7 MILES EAST OF ERIN AND ABOUT 4 MILES
 GC2575'SOUTHWEST OF SHILOH. IT IS 74 FEET NORTH OF THE CENTER OF THE GRAVEL
 GC2575'ROAD, 42 FEET WEST OF A 16 INCH OAK TREE AND 5 FEET SOUTHEAST OF A
 GC2575'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2575'STAMPED SHILOH 1952.
 GC2575'
 GC2575'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF AN 8 INCH OAK TREE. THE
 GC2575'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SHILOH
 GC2575'NO. 1 1952.
 GC2575'
 GC2575'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF AN 8 INCH OAK TREE AND 3
 GC2575'FEET SOUTH OF A 6 INCH OAK TREE. THE MARK PROJECTS ABOUT 2 INCHES
 GC2575'AND THE DISK IS STAMPED SHILOH NO. 2 1952.
 GC2575'
 GC2575'HOUSTON 1934 WAS USED AS AN AZIMUTH MARK. IT IS 33 FEET SOUTH OF THE
 GC2575'CENTER OF STATE HIGHWAY 13 AND 14 FEET SOUTHWEST OF AN 8 INCH ELM
 GC2575'TREE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2575'HOUSTON 1934.
 GC2575'
 GC2575'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 13,
 GC2575'WHICH IS ABOUT 1 MILE EAST OF ERIN, GO EAST ON HIGHWAY 13 FOR
 GC2575'6.35 MILES TO A GRAVEL ROAD LEFT.* TURN LEFT ON GRAVEL ROAD AND GO
 GC2575'NORTH FOR 0.75 MILE TO A FORK. KEEP RIGHT FORK AND GO 0.1 MILE TO
 GC2575'THE STATION ON THE LEFT AS DESCRIBED.
 GC2575'
 GC2575'*TO REACH STATION HOUSTON 1934 FROM THIS GRAVEL ROAD LEFT, CONTINUE
 GC2575'ON HIGHWAY 13 FOR 0.35 MILE TO THE STATION ON THE RIGHT AS
 GC2575'DESCRIBED.
 GC2575'
 GC2575'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2255 ***********************************************************************
 FE2255  DESIGNATION -  SHILOH NATL PARK MAIN FLAGPOLE
 FE2255  PID         -  FE2255
 FE2255  STATE/COUNTY-  TN/HARDIN
 FE2255  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE2255
 FE2255                         *CURRENT SURVEY CONTROL
 FE2255  ___________________________________________________________________
 FE2255* NAD 83(1995)-  35 09 02.51972(N)    088 19 18.01999(W)     ADJUSTED  
 FE2255* NAVD 88     -                                                        
 FE2255  ___________________________________________________________________
 FE2255  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FE2255  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2255
 FE2255  HORZ ORDER  -  THIRD
 FE2255
 FE2255.The horizontal coordinates were established by classical geodetic methods
 FE2255.and adjusted by the National Geodetic Survey in April 1999..
 FE2255
 FE2255
 FE2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2255
 FE2255.The geoid height was determined by GEOID03.
 FE2255
 FE2255;                    North         East     Units Scale Factor Converg.
 FE2255;SPC TN       -    93,196.870   388,463.921   MT  1.00001901   -1 21 33.1
 FE2255;SPC TN       -   305,763.40  1,274,485.38   sFT  1.00001901   -1 21 33.1
 FE2255;UTM  16      - 3,890,554.812   379,613.128   MT  0.99977861   -0 45 39.7
 FE2255
 FE2255                          SUPERSEDED SURVEY CONTROL
 FE2255
 FE2255  NAD 83(1995)-  35 09 02.52118(N)    088 19 18.01948(W) AD(       ) 4
 FE2255  NAD 83(1995)-  35 09 02.52113(N)    088 19 18.01899(W) AD(       ) 4
 FE2255  NAD 83(1995)-  35 09 02.52776(N)    088 19 18.02077(W) AD(       ) 4
 FE2255  NAD 83(1986)-  35 09 02.52879(N)    088 19 18.02002(W) AD(       ) 4
 FE2255  NAD 27      -  35 09 02.23000(N)    088 19 17.88000(W) AD(       ) 3
 FE2255
 FE2255.Superseded values are not recommended for survey control.
 FE2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2255.See file dsdata.txt to determine how the superseded data were derived.
 FE2255
 FE2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7961390555(NAD 83)
 FE2255_MARKER: 62 = FLAGPOLE
 FE2255
 FE2255  HISTORY     - Date     Condition        Report By
 FE2255  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2255  HISTORY     - 1949     SEE DESCRIPTION  TVA
 FE2255
 FE2255                          STATION DESCRIPTION
 FE2255
 FE2255'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2255'POSITION AND AZIMUTH ARE NO LONGER GOOD AS POLE HAS BEEN MOVED ABOUT
 FE2255'150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2264 ***********************************************************************
 FE2264  DESIGNATION -  SHIRLEY
 FE2264  PID         -  FE2264
 FE2264  STATE/COUNTY-  TN/MCNAIRY
 FE2264  USGS QUAD   -  LEAPWOOD (1972)
 FE2264
 FE2264                         *CURRENT SURVEY CONTROL
 FE2264  ___________________________________________________________________
 FE2264* NAD 83(1995)-  35 16 42.33392(N)    088 24 12.53810(W)     ADJUSTED  
 FE2264* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 FE2264  ___________________________________________________________________
 FE2264  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FE2264  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2264
 FE2264  HORZ ORDER  -  SECOND
 FE2264
 FE2264.The horizontal coordinates were established by classical geodetic methods
 FE2264.and adjusted by the National Geodetic Survey in April 1999..
 FE2264
 FE2264.The orthometric height was scaled from a topographic map.
 FE2264
 FE2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2264
 FE2264.The geoid height was determined by GEOID03.
 FE2264
 FE2264;                    North         East     Units Scale Factor Converg.
 FE2264;SPC TN       -   107,543.152   381,359.304   MT  0.99999511   -1 24 25.5
 FE2264;SPC TN       -   352,831.16  1,251,176.32   sFT  0.99999511   -1 24 25.5
 FE2264;UTM  16      - 3,904,823.151   372,360.912   MT  0.99980078   -0 48 38.5
 FE2264
 FE2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2264!SPC TN       -   0.99997389  x   0.99999511  =   0.99996900
 FE2264!UTM  16      -   0.99997389  x   0.99980078  =   0.99977467
 FE2264
 FE2264|---------------------------------------------------------------------|
 FE2264| PID    Reference Object                     Distance      Geod. Az  |
 FE2264|                                                           dddmmss.s |
 FE2264| CG4270 SHIRLEY RM 3                         15.225 METERS 03206     |
 FE2264| CG4268 SHIRLEY RM 1                         55.053 METERS 07127     |
 FE2264| FE0204 RIGHT RESET                         APPROX. 8.8 KM 0780354.8 |
 FE2264| FE2257 SAVENNAH CTHSE CUPOLA               APPROX.15.1 KM 1130512.3 |
 FE2264| CG4267 SHIRLEY AZ MK                                      1471645.8 |
 FE2264| CG4269 SHIRLEY RM 2                         33.744 METERS 28043     |
 FE2264|---------------------------------------------------------------------|
 FE2264
 FE2264                          SUPERSEDED SURVEY CONTROL
 FE2264
 FE2264  NAD 83(1995)-  35 16 42.33652(N)    088 24 12.53956(W) AD(       ) 2
 FE2264  NAD 83(1995)-  35 16 42.33691(N)    088 24 12.53794(W) AD(       ) 2
 FE2264  NAD 83(1995)-  35 16 42.34166(N)    088 24 12.53795(W) AD(       ) 2
 FE2264  NAD 83(1986)-  35 16 42.34275(N)    088 24 12.53805(W) AD(       ) 2
 FE2264  NAD 27      -  35 16 42.05600(N)    088 24 12.39700(W) AD(       ) 2
 FE2264
 FE2264.Superseded values are not recommended for survey control.
 FE2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2264.See file dsdata.txt to determine how the superseded data were derived.
 FE2264
 FE2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7236104823(NAD 83)
 FE2264_MARKER: DS = TRIANGULATION STATION DISK
 FE2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2264
 FE2264  HISTORY     - Date     Condition        Report By
 FE2264  HISTORY     - 1934     MONUMENTED       CGS
 FE2264  HISTORY     - 1949     GOOD             TVA
 FE2264  HISTORY     - 19620521 GOOD             CGS
 FE2264  HISTORY     - 1973     GOOD             TVA
 FE2264  HISTORY     - 1976     GOOD             NGS
 FE2264
 FE2264                          STATION DESCRIPTION
 FE2264
 FE2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2264'ABOUT 3 MILES WEST-NORTHWEST OF ADAMSVILLE, ON RIDGE KNOWN AS SHIRLEY
 FE2264'HILL, ON PROPERTY OF MARCUS WALKER, AT NORTHERN END AND
 FE2264'NEAR MIDDLE OF FORMERLY CUTIVATED FIELD, 28 FEET SOUTH OF CENTER LINE
 FE2264'OF COUNTY ROAD, AND 37 FEET SOUTH OF 12-INCH HICKORY WITH
 FE2264'TRIANGULAR BLAZE. TO REACH FROM MAIN CORNER AT ADAMSVILLE, GO NORTH
 FE2264'1.5 MILES ON GRAVEL ROAD AT ARROW DECATURVILLE 41, ETC.,
 FE2264'TURN LEFT ONTO DIRT FORK, PROCEED 1.45 MILES (OR 0.15 MILE PAST
 FE2264'STORE) TURN ONTO UPPER LEFT FORK, AND CONTINUE 0.3 MILE TO
 FE2264'TRIANGLE-BLAZED HICKORY AT TOP OF GRADE AND STATION. SURFACE
 FE2264'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2264'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2264'REFERENCE DISKS IN CONCRETE. NO. 1 IS 8 FEET NORTH OF
 FE2264'CENTER LINE OF COUNTY ROAD AND 180.62 FEET FROM STATION
 FE2264'N 71 DEG 27 MIN E.  NO. 2 IS 11 FEET NORTH OF CENTER LINE OF
 FE2264'ROAD, 10 FEET SOUTHWEST OF 15-INCH BLACK OAK, AND 110.90 FEET
 FE2264'FROM STATION N 79 DEG 17 MIN W.  AZIMUTH MARK IS ABOUT 75 FEET
 FE2264'NORTHEAST OF TIN-ROOFED BARN, 9 FEET NORTHEAST OF WIRE FENCE,
 FE2264'18 FEET SOUTHWEST OF CENTER LINE OF COUNTY ROAD, ABOUT 200
 FE2264'FEET SOUTHEAST OF PINK HOUSE, AND 0.5 MILE FROM STATION
 FE2264'S 32 DEG 44 MIN E.
 FE2264
 FE2264                          STATION RECOVERY (1949)
 FE2264
 FE2264'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2264'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 3.4 MILES NW
 FE2264'OF ADAMSVILLE. THE DISK IS STAMPED SHIRLEY 1934.
 FE2264'
 FE2264'ADD 14 FEET S OF THE TOP OF THE BANK AND BURIED 0.8 FOOT BELOW
 FE2264'SURFACE TO THE DESCRIPTION.
 FE2264'
 FE2264'A STEEL POST IS DRIVEN 10 FEET N OF THE MARK.
 FE2264'
 FE2264'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FE2264'
 FE2264'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. IT IS NOW IN THE EDGE
 FE2264'OF THE BANK AND LIKELY TO BE WASHED OUT IN THE FUTURE. A
 FE2264'STEEL POST IS SET 2 FEET S OF THE MARK.
 FE2264
 FE2264                          STATION RECOVERY (1962)
 FE2264
 FE2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FE2264'RECOVERED IN GOOD CONDITION.
 FE2264
 FE2264                          STATION RECOVERY (1973)
 FE2264
 FE2264'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NOD)
 FE2264'CONDITION OF POINT WHEN FOUND GOOD.
 FE2264'
 FE2264'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SHIRLEY
 FE2264'STATION MARK 1935.
 FE2264'
 FE2264'LOCATION OF MARKER GOOD.  CHANGE DESC. TO READ--5.6 S OF METAL
 FE2264'WITNESS POST AND SIGN.
 FE2264'
 FE2264'RM NO. 3 HAS BEEN SET 50.0 FEET N 28 E FROM MARKER (NO DESC IN
 FE2264'BULLETIN).  RM NO. 3 IS 12.0 FEET N OF CENTERLINE OF RD AND 10 FEET
 FE2264'SW OF 14 INCH BLACK OAK.
 FE2264'
 FE2264'SHIRLEY RM NO 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE2264'
 FE2264'RM NO. 1 NOT FOUND.  BELIEVE TO HAVE BEEN DESTROYED BY ROAD WORK.
 FE2264'
 FE2264'SHIRLEY RM 2-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2264'
 FE2264'RM NO. 2 HAS BEEN DESTROYED BY ROAD WORK MARKER PUSHED OUT OF
 FE2264'GROUND.
 FE2264'
 FE2264'SHIRLEY AZ MK-CONDITION OF POINT WHEN FOUND MON. PUSHED OUT OF GROUND.
 FE2264'PUSHED OUT OF GROUND.
 FE2264'
 FE2264'MARKER HAS BEEN DESTROYED, BY ROAD EQUIP.
 FE2264'
 FE2264'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MI NW OF ADAMSVILLE.
 FE2264
 FE2264                          STATION RECOVERY (1976)
 FE2264
 FE2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2264'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 FE2264'NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.  REFERENCE MARK 2 WAS
 FE2264'FOUND UPROOTED BY ROAD WORK.  THE AZIMUTH MARK WAS REPORTED AS
 FE2264'BEING DESTROYED IN 1973.  A REFERENCE MARK 3 WAS FOUND BUT NO
 FE2264'INFORMATION WAS AVAILABLE AT THIS TIME.  REFERENCE MARK 4 WAS
 FE2264'SET.  NO OBJECT VISIBLE FROM WHICH A NEW AZIMUTH MARK COULD BE SET
 FE2264'NOR A SITE FOR ONE.  A NEW DESCRIPTION FOLLOWS--
 FE2264'
 FE2264'THE STATION IS 27 FEET SOUTH OF THE CENTERLINE OF ROAD, 73 FEET
 FE2264'SOUTHEAST OF A 12 INCH OAK TREE, 57 FEET SOUTHWEST OF A 16 INCH
 FE2264'OAK TREE, 5 FEET SOUTHWEST OF A 6 INCH LOCUST TREE AND 6 FEET SOUTH
 FE2264'OF A METAL WITNESS POST.  THE MONUMENT IS 8 INCHES UNDERGROUND AND
 FE2264'THE DISK IS STAMPED SHIRLEY 1934.
 FE2264'
 FE2264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2264'HIGHWAY 22 AT ADAMSVILLE, GO NORTH ON HIGHWAY 22 FOR 1.5 MILES TO A
 FE2264'ROAD LEFT.  TURN LEFT AND GO WESTERLY ON THE ROAD FOR 1.45 MILES TO
 FE2264'A ROAD FORK.  TAKE THE LEFT FORK AND GO UPHILL FOR 0.3 MILE TO TOP
 FE2264'OF GRADE AND THE STATION ON THE LEFT.
 FE2264'
 FE2264'REFERENCE MARK 3 IS 1 FOOT EAST OF A METAL WITNESS POST, 7 FEET
 FE2264'SOUTHWEST OF THE 16 INCH OAK TREE AND 10 FEET NORTH OF THE
 FE2264'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 FE2264'IS STAMPED SHIRLEY NO 3 1934.
 FE2264'
 FE2264'REFERENCE MARK 4 IS 13 FEET SOUTHEAST OF A 12 INCH OAK TREE, 1 FOOT
 FE2264'EAST OF A METAL WITNESS POST AND 13 FEET NORTH OF THE CENTERLINE OF
 FE2264'THE ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FE2264'SHIRLEY 1934 NO 4 1976.
 FE2264'
 FE2264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FE2264'NORTHWEST OF ADAMSVILLE.
 FE2264'
 FE2264'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1323 ***********************************************************************
 FD1323  DESIGNATION -  SHOAL
 FD1323  PID         -  FD1323
 FD1323  STATE/COUNTY-  TN/LAWRENCE
 FD1323  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1323
 FD1323                         *CURRENT SURVEY CONTROL
 FD1323  ___________________________________________________________________
 FD1323* NAD 83(1995)-  35 13 23.61292(N)    087 20 10.41492(W)     ADJUSTED  
 FD1323* NAVD 88     -       286.012  (meters)     938.36   (feet)  ADJUSTED  
 FD1323  ___________________________________________________________________
 FD1323  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FD1323  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1323  DYNAMIC HT  -         285.739 (meters)     937.46  (feet)  COMP
 FD1323  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FD1323
 FD1323  HORZ ORDER  -  SECOND
 FD1323  VERT ORDER  -  SECOND    CLASS 0
 FD1323
 FD1323.The horizontal coordinates were established by classical geodetic methods
 FD1323.and adjusted by the National Geodetic Survey in April 1999..
 FD1323
 FD1323.The orthometric height was determined by differential leveling
 FD1323.and adjusted by the National Geodetic Survey in June 1991..
 FD1323
 FD1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1323
 FD1323.The geoid height was determined by GEOID03.
 FD1323
 FD1323.The dynamic height is computed by dividing the NAVD 88
 FD1323.geopotential number by the normal gravity value computed on the
 FD1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1323.degrees latitude (g = 980.6199 gals.).
 FD1323
 FD1323.The modeled gravity was interpolated from observed gravity values.
 FD1323
 FD1323;                    North         East     Units Scale Factor Converg.
 FD1323;SPC TN       -    99,564.530   478,353.730   MT  1.00000483   -0 46 56.2
 FD1323;SPC TN       -   326,654.63  1,569,398.86   sFT  1.00000483   -0 46 56.2
 FD1323;UTM  16      - 3,897,850.196   469,402.284   MT  0.99961154   -0 11 38.1
 FD1323
 FD1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1323!SPC TN       -   0.99995945  x   1.00000483  =   0.99996428
 FD1323!UTM  16      -   0.99995945  x   0.99961154  =   0.99957101
 FD1323
 FD1323:                Primary Azimuth Mark                     Grid Az
 FD1323:SPC TN       -  LAWRENCEBURG CATHOLIC CH SPIRE           002 50 22.3
 FD1323:UTM  16      -  LAWRENCEBURG CATHOLIC CH SPIRE           002 15 04.2
 FD1323
 FD1323|---------------------------------------------------------------------|
 FD1323| PID    Reference Object                     Distance      Geod. Az  |
 FD1323|                                                           dddmmss.s |
 FD1323| FD1544 LAWRENCEBURG CATHOLIC CH SPIRE      APPROX. 2.5 KM 0020326.1 |
 FD1323| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX. 2.1 KM 0060948.5 |
 FD1323| FD1336 SHOAL 2 RM 5                                       0073506.6 |
 FD1323| FD1325 SHOAL AZ MK                                        0095816.4 |
 FD1323| FD1324 SHOAL RM 1                           26.094 METERS 01020     |
 FD1323| FD1334 SHOAL 2                              13.972 METERS 11720     |
 FD1323| FD1340 SHOAL 2 RM 3                         23.123 METERS 15727     |
 FD1323| FD1546 LEOMA NASHVILLE FLORENCE TV TR      APPROX. 6.6 KM 1860442.2 |
 FD1323| FD1547 LEOMA TX EASTERN MICROWAVE TWR      APPROX. 7.6 KM 1925333.7 |
 FD1323| FD1322 SHOAL RM 2                           28.194 METERS 19558     |
 FD1323|---------------------------------------------------------------------|
 FD1323
 FD1323                          SUPERSEDED SURVEY CONTROL
 FD1323
 FD1323  NAD 83(1995)-  35 13 23.61372(N)    087 20 10.41606(W) AD(       ) 2
 FD1323  NAD 83(1995)-  35 13 23.62152(N)    087 20 10.41670(W) AD(       ) 2
 FD1323  NAD 83(1986)-  35 13 23.62394(N)    087 20 10.41637(W) AD(       ) 2
 FD1323  NAD 27      -  35 13 23.32850(N)    087 20 10.34140(W) AD(       ) 2
 FD1323  NGVD 29 (??/??/92)  285.970  (m)          938.22   (f) ADJ UNCH    2 0
 FD1323
 FD1323.Superseded values are not recommended for survey control.
 FD1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1323.See file dsdata.txt to determine how the superseded data were derived.
 FD1323
 FD1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6940297850(NAD 83)
 FD1323_MARKER: DD = SURVEY DISK
 FD1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1323
 FD1323  HISTORY     - Date     Condition        Report By
 FD1323  HISTORY     - 1962     MONUMENTED       TNHD
 FD1323  HISTORY     - 1973     GOOD             NGS
 FD1323
 FD1323                          STATION DESCRIPTION
 FD1323
 FD1323'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1323'THE STATION IS LOCATED ABOUT 1.5 MILE SOUTH OF LAWRENCEBURG.
 FD1323'
 FD1323'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD1323'HIGHWAY 64 IN
 FD1323'LAWRENCEBURG, GO SOUTH ON U S HIGHWAY 43 FOR 1.2 MILES TO THE
 FD1323'AZIMUTH MARK ON THE
 FD1323'RIGHT, CONTINUE SOUTH FOR 0.2 MILE TO THE STATION
 FD1323'ON THE LEFT.
 FD1323'
 FD1323'THE STATION IS 137 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FD1323'LAWRENCE K C CLUB BUILDING
 FD1323'AND 30 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD1323'HIGHWAY 43.  SURFACE AND
 FD1323'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD1323'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 FD1323'STAMPED SHOAL 1962.  THE
 FD1323'UNDERGROUND MARK, IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FD1323'SURFACE DISK IS
 FD1323'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1323'
 FD1323'REFERENCE MARK NO 1 IS 26 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD1323'HIGHWAY 43.  IT IS A
 FD1323'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD1323'10-INCH SQUARE CONCRETE
 FD1323'MONUMENT, FLUSH, AND IS STAMPED SHOAL RM 1 1962.
 FD1323'
 FD1323'REFERENCE MARK NO 2 IS 114 FEET WEST OF THE NORTHWEST CORNER OF THE
 FD1323'LAWRENCE K C CLUB
 FD1323'BUILDING AND 25 FEET EAST OF U S HIGHWAY 43.  IT IS
 FD1323'A STANDARD TENNESSEE HIGHWAY
 FD1323'DEPARTMENT DISK SET IN A 10-INCH SQUARE
 FD1323'CONCRETE MONUMENT, FLUSH, AND IS STAMPED SHOAL RM 2 1962.
 FD1323'
 FD1323'THE AZIMUTH MARK IS 39 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD1323'HIGHWAY 43, 3.4 FEET SOUTH
 FD1323'OF A WITNESS POST AND 2 FEET SOUTH OF UTILITY POLE.
 FD1323'IT IS A STANDARD TENNESSEE
 FD1323'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD1323'SQUARE CONCRETE MONUMENT, FLUSH, AND IS
 FD1323'STAMPED SHOAL AZI 1962.
 FD1323'
 FD1323'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD1323'
 FD1323'HEIGHT OF LIGHT ABOVE STATION MARK 22.74 METERS.
 FD1323
 FD1323                          STATION RECOVERY (1973)
 FD1323
 FD1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 FD1323'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FD1323'CONDITION.  HOWEVER, DUE TO NEW CONSTRUCTION ALONG U.S. HIGHWAY 43,
 FD1323'ALL MARKS WOULD BE DESTROYED.  A NEW STATION SHOAL 2 1973 WAS
 FD1323'ESTABLISHED AT THIS TIME.  AZIMUTH MARK AND REFERENCE MARKS FOR
 FD1323'STATION SHOAL (TNHD) WERE DESTROYED AND THE DISKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1334 ***********************************************************************
 FD1334  DESIGNATION -  SHOAL 2
 FD1334  PID         -  FD1334
 FD1334  STATE/COUNTY-  TN/LAWRENCE
 FD1334  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1334
 FD1334                         *CURRENT SURVEY CONTROL
 FD1334  ___________________________________________________________________
 FD1334* NAD 83(1995)-  35 13 23.40469(N)    087 20 09.92414(W)     ADJUSTED  
 FD1334* NAVD 88     -       286.663  (meters)     940.49   (feet)  ADJUSTED  
 FD1334  ___________________________________________________________________
 FD1334  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FD1334  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1334  DYNAMIC HT  -         286.390 (meters)     939.60  (feet)  COMP
 FD1334  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FD1334
 FD1334  HORZ ORDER  -  THIRD
 FD1334  VERT ORDER  -  FIRST     CLASS II
 FD1334
 FD1334.The horizontal coordinates were established by classical geodetic methods
 FD1334.and adjusted by the National Geodetic Survey in April 1999..
 FD1334.No horizontal observational check was made to the station.
 FD1334
 FD1334.The orthometric height was determined by differential leveling
 FD1334.and adjusted by the National Geodetic Survey in June 1991..
 FD1334
 FD1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1334
 FD1334.The geoid height was determined by GEOID03.
 FD1334
 FD1334.The dynamic height is computed by dividing the NAVD 88
 FD1334.geopotential number by the normal gravity value computed on the
 FD1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1334.degrees latitude (g = 980.6199 gals.).
 FD1334
 FD1334.The modeled gravity was interpolated from observed gravity values.
 FD1334
 FD1334;                    North         East     Units Scale Factor Converg.
 FD1334;SPC TN       -    99,557.944   478,366.053   MT  1.00000484   -0 46 55.9
 FD1334;SPC TN       -   326,633.02  1,569,439.29   sFT  1.00000484   -0 46 55.9
 FD1334;UTM  16      - 3,897,843.739   469,414.669   MT  0.99961153   -0 11 37.8
 FD1334
 FD1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1334!SPC TN       -   0.99995935  x   1.00000484  =   0.99996419
 FD1334!UTM  16      -   0.99995935  x   0.99961153  =   0.99957089
 FD1334
 FD1334:                Primary Azimuth Mark                     Grid Az
 FD1334:SPC TN       -  SHOAL 2 RM 5                             006 24 30.4
 FD1334:UTM  16      -  SHOAL 2 RM 5                             005 49 12.3
 FD1334
 FD1334|---------------------------------------------------------------------|
 FD1334| PID    Reference Object                     Distance      Geod. Az  |
 FD1334|                                                           dddmmss.s |
 FD1334| FD1336 SHOAL 2 RM 5                                       0053734.5 |
 FD1334| FD1335 SHOAL 2 RM 4                         15.643 METERS 01323     |
 FD1334| FD1340 SHOAL 2 RM 3                         15.354 METERS 19321     |
 FD1334| FD1322 SHOAL RM 2                           28.894 METERS 22417     |
 FD1334| FD1323 SHOAL                                13.972 METERS 29720     |
 FD1334|---------------------------------------------------------------------|
 FD1334
 FD1334                          SUPERSEDED SURVEY CONTROL
 FD1334
 FD1334  NAD 83(1995)-  35 13 23.40549(N)    087 20 09.92528(W) AD(       ) 3
 FD1334  NAD 83(1995)-  35 13 23.41329(N)    087 20 09.92592(W) AD(       ) 3
 FD1334  NAD 83(1986)-  35 13 23.41572(N)    087 20 09.92560(W) AD(       ) 3
 FD1334  NAD 27      -  35 13 23.12921(N)    087 20 09.87171(W) AD(       ) 3
 FD1334  NGVD 29 (07/19/86)  286.62   (m)          940.4    (f) LEVELING    3  
 FD1334
 FD1334.Superseded values are not recommended for survey control.
 FD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1334.See file dsdata.txt to determine how the superseded data were derived.
 FD1334
 FD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6941597844(NAD 83)
 FD1334_MARKER: DS = TRIANGULATION STATION DISK
 FD1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1334_STAMPING: SHOAL 2 1973
 FD1334_MARK LOGO: NGS   
 FD1334_PROJECTION: PROJECTING 5 CENTIMETERS
 FD1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1334+STABILITY: SURFACE MOTION
 FD1334
 FD1334  HISTORY     - Date     Condition        Report By
 FD1334  HISTORY     - 1973     MONUMENTED       NGS
 FD1334  HISTORY     - 1973     GOOD             NGS
 FD1334  HISTORY     - 1983     GOOD             NGS
 FD1334  HISTORY     - 20010226 GOOD             TNDT
 FD1334
 FD1334                          STATION DESCRIPTION
 FD1334
 FD1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 FD1334'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF LAWRENCEBURG.
 FD1334'
 FD1334'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND
 FD1334'64 IN LAWRENCEBURG, GO SOUTH ON U.S. HIGHWAY 43 FOR 1.0 MILE TO THE
 FD1334'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH ON U.S. 43 FOR 0.25 MILE
 FD1334'TO THE STATION ON THE LEFT AS DESCRIBED.
 FD1334'
 FD1334'THE STATION MARKS ARE STANDARD DISKS STAMPED SHOAL 2 1973.  THE
 FD1334'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 FD1334'MONUMENT, 2 INCHES BELOW THE GROUND SURFACE.  IT IS 97 FEET NNW OF
 FD1334'THE NW CORNER OF THE LAWRENCEBURG K.C. CLUB, AND 74 FEET EAST OF
 FD1334'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, 108 FEET NORTH OF A
 FD1334'FLAGPOLE.  IT IS 35 FEET WSW OF THE WEST END OF A ROW OF
 FD1334'8-INCH LOCUST TREES AND 0.9 FEET WEST OF A METAL WITNESS POST
 FD1334'AND SIGN ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAY.
 FD1334'
 FD1334'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SHOAL 2 NO. 3 1973, SET
 FD1334'IN THE TOP OF A ROUND CONCRETE POST 74 FEET EAST OF THE APPROXIMATE
 FD1334'CENTERLINE OF U.S. HIGHWAY 43.  IT IS 68 FEET WEST OF NW CORNER
 FD1334'OF K.C. CLUB, 58 FEET NORTH OF A FLAGPOLE, 1.0 FEET NORTH OF A
 FD1334'METAL WITNESS POST AND SIGN ALONG THE EAST RIGHT-OF-WAY OF
 FD1334'HIGHWAY.
 FD1334'
 FD1334'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SHOAL 2 NO. 4 1973,
 FD1334'SET IN THE TOP OF A ROUND CONCRETE POST.  SHOAL 2 NO. 4 1973 IS
 FD1334'74 FEET EAST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, 43 FEET
 FD1334'NNW OF WEST END OF A ROW OF LOCUST TREES, AND 1.0 FEET SOUTH OF
 FD1334'METAL WITNESS POST AND SIGN ALONG THE EAST RIGHT-OF-WAY OF THE
 FD1334'HIGHWAY.
 FD1334'
 FD1334'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHOAL 2 NO. 5 1973, AND
 FD1334'SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 91 FEET
 FD1334'WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, 60 FEET
 FD1334'ESE OF AN 8-INCH ALBEZZIA TREE, 41 FEET SOUTH OF APPROXIMATE
 FD1334'GRAVELED DRIVE, 9 FEET SOUTH OF A WIRE FENCE, AND 0.9 FEET EAST OF A
 FD1334'METAL WITNESS POST AND SIGN.
 FD1334'
 FD1334'NEAREST TOWN--LAWRENCEBURG.
 FD1334
 FD1334                          STATION RECOVERY (1973)
 FD1334
 FD1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FD1334'1.5 MI SOUTH FROM LAWRENCEBURG.
 FD1334'FROM THE INTERSECTION OF U.S. HIGHWAYS 43 AND 64 IN LAWRENCEBURG,
 FD1334'GO SOUTH ON U.S. HIGHWAY 43 FOR 1.2 MILE TO THE MARK ON THELEFT,
 FD1334'97 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE LAWRENCEBURG
 FD1334'K.C. CLUB, AND 74 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 FD1334'HIGHWAY 43, 108 FEET NORTH OF A FLAGPOLE, 35 FEET WEST-SOUTHWEST
 FD1334'OF THE WEST END OF A ROW OF 8-INCH LOCUST TREES ALONG THE EAST
 FD1334'RIGHT-OF-WAY OF THE HIGHWAY.
 FD1334'THE MARK IS 0.9 FT  W FROM A WITNESS POST.
 FD1334
 FD1334                          STATION RECOVERY (1983)
 FD1334
 FD1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1334'RECOVERED IN GOOD CONDITION.  NOTE, 15.8 METERS (51.9 FT) SOUTH OF RM
 FD1334'4, AND 15.4 METERS (50.6 FT) NORTH OF RM 3.
 FD1334'THE MARK IS 1.8 M ABOVE HIGHWAY.
 FD1334
 FD1334                          STATION RECOVERY (2001)
 FD1334
 FD1334'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1340 ***********************************************************************
 FD1340  DESIGNATION -  SHOAL 2 RM 3
 FD1340  PID         -  FD1340
 FD1340  STATE/COUNTY-  TN/LAWRENCE
 FD1340  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1340
 FD1340                         *CURRENT SURVEY CONTROL
 FD1340  ___________________________________________________________________
 FD1340* NAD 83(1986)-  35 13 22.     (N)    087 20 10.     (W)     SCALED    
 FD1340* NAVD 88     -       286.72   (meters)     940.7    (feet)  RESET     
 FD1340  ___________________________________________________________________
 FD1340  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1340
 FD1340  VERT ORDER  -  THIRD
 FD1340
 FD1340.The horizontal coordinates were scaled from a topographic map and have
 FD1340.an estimated accuracy of +/- 6 seconds.
 FD1340
 FD1340.The orthometric height was computed from unverified reset data.
 FD1340.No vertical observational check was made to the station.
 FD1340
 FD1340.The geoid height was determined by GEOID03.
 FD1340
 FD1340;                    North         East    Units  Estimated Accuracy
 FD1340;SPC TN       -    99,520.      478,360.      MT  (+/- 180 meters Scaled)
 FD1340
 FD1340                          SUPERSEDED SURVEY CONTROL
 FD1340
 FD1340  NGVD 29 (10/12/01)  286.68   (m)          940.5    (f) RESET       3  
 FD1340
 FD1340.Superseded values are not recommended for survey control.
 FD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1340.See file dsdata.txt to determine how the superseded data were derived.
 FD1340
 FD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD694978(NAD 83)
 FD1340_MARKER: DR = REFERENCE MARK DISK
 FD1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1340_STAMPING: SHOAL 2 NO 3 1973
 FD1340_MARK LOGO: NGS   
 FD1340_PROJECTION: FLUSH
 FD1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1340+STABILITY: SURFACE MOTION
 FD1340
 FD1340  HISTORY     - Date     Condition        Report By
 FD1340  HISTORY     - 1973     MONUMENTED       NGS
 FD1340  HISTORY     - 1983     GOOD             NGS
 FD1340
 FD1340                          STATION DESCRIPTION
 FD1340
 FD1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1340'1.5 MI SOUTH FROM LAWRENCEBURG.
 FD1340'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND 64 IN LAWRENCEBURG,
 FD1340'GO SOUTH ON U.S. HIGHWAY 43 FOR 1.2 MILE TO THE MARK ON THE LEFT,
 FD1340'74 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43,
 FD1340'68 FEET WEST OF NORTHWEST CORNER OF K.C. CLUB, 58 FEET NORTH OF
 FD1340'A FLAGPOLE, AND ALONG THE EAST RIGHT-OF-WAY OF HIGHWAY.
 FD1340'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 FD1340
 FD1340                          STATION RECOVERY (1983)
 FD1340
 FD1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1340'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.  NOTE,
 FD1340'15.4 METERS (50.6 FT) SOUTH OF SHOAL 2.
 FD1340'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1335 ***********************************************************************
 FD1335  DESIGNATION -  SHOAL 2 RM 4
 FD1335  PID         -  FD1335
 FD1335  STATE/COUNTY-  TN/LAWRENCE
 FD1335  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1335
 FD1335                         *CURRENT SURVEY CONTROL
 FD1335  ___________________________________________________________________
 FD1335* NAD 83(1986)-  35 13 22.     (N)    087 20 10.     (W)     SCALED    
 FD1335* NAVD 88     -       286.11   (meters)     938.7    (feet)  RESET     
 FD1335  ___________________________________________________________________
 FD1335  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1335
 FD1335  VERT ORDER  -  THIRD
 FD1335
 FD1335.The horizontal coordinates were scaled from a topographic map and have
 FD1335.an estimated accuracy of +/- 6 seconds.
 FD1335
 FD1335.The orthometric height was computed from unverified reset data.
 FD1335.No vertical observational check was made to the station.
 FD1335
 FD1335.The geoid height was determined by GEOID03.
 FD1335
 FD1335;                    North         East    Units  Estimated Accuracy
 FD1335;SPC TN       -    99,520.      478,360.      MT  (+/- 180 meters Scaled)
 FD1335
 FD1335                          SUPERSEDED SURVEY CONTROL
 FD1335
 FD1335  NGVD 29 (10/12/01)  286.06   (m)          938.5    (f) RESET       3  
 FD1335
 FD1335.Superseded values are not recommended for survey control.
 FD1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1335.See file dsdata.txt to determine how the superseded data were derived.
 FD1335
 FD1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD694978(NAD 83)
 FD1335_MARKER: DR = REFERENCE MARK DISK
 FD1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1335_STAMPING: SHOAL 2 NO 4 1973
 FD1335_MARK LOGO: NGS   
 FD1335_PROJECTION: FLUSH
 FD1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1335+STABILITY: SURFACE MOTION
 FD1335
 FD1335  HISTORY     - Date     Condition        Report By
 FD1335  HISTORY     - 1973     MONUMENTED       NGS
 FD1335  HISTORY     - 1983     GOOD             NGS
 FD1335
 FD1335                          STATION DESCRIPTION
 FD1335
 FD1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1335'1.5 MI SOUTH FROM LAWRENCEBURG.
 FD1335'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND 64 IN LAWRENCEBURG,
 FD1335'GO SOUTH ON U.S. HIGHWAY 43 FOR 1.2 MILE TO THE MARK ON THELEFT,
 FD1335'74 FEET EAST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, AND 43
 FD1335'FEET NORTH-NORTHWEST OF WEST END OF A ROW OF LOCUST TREES.
 FD1335'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 FD1335
 FD1335                          STATION RECOVERY (1983)
 FD1335
 FD1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1335'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.  NOTE
 FD1335'15.8 METERS (51.9 FT) NORTH OF SHOAL 2, AND 14.7 METERS (48.1 FT)
 FD1335'SOUTHEAST OF A GUYED POWERLINE POLE.
 FD1335'THE MARK IS 1.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1336 ***********************************************************************
 FD1336  DESIGNATION -  SHOAL 2 RM 5
 FD1336  PID         -  FD1336
 FD1336  STATE/COUNTY-  TN/LAWRENCE
 FD1336  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1336
 FD1336                         *CURRENT SURVEY CONTROL
 FD1336  ___________________________________________________________________
 FD1336* NAD 83(1986)-  35 13 23.     (N)    087 20 10.     (W)     SCALED    
 FD1336* NAVD 88     -       284.29   (meters)     932.7    (feet)  RESET     
 FD1336  ___________________________________________________________________
 FD1336  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1336
 FD1336  VERT ORDER  -  THIRD
 FD1336
 FD1336.The horizontal coordinates were scaled from a topographic map and have
 FD1336.an estimated accuracy of +/- 6 seconds.
 FD1336
 FD1336.The orthometric height was computed from unverified reset data.
 FD1336.No vertical observational check was made to the station.
 FD1336
 FD1336.The geoid height was determined by GEOID03.
 FD1336
 FD1336;                    North         East    Units  Estimated Accuracy
 FD1336;SPC TN       -    99,550.      478,360.      MT  (+/- 180 meters Scaled)
 FD1336
 FD1336                          SUPERSEDED SURVEY CONTROL
 FD1336
 FD1336  NGVD 29 (10/12/01)  284.25   (m)          932.6    (f) RESET       3  
 FD1336
 FD1336.Superseded values are not recommended for survey control.
 FD1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1336.See file dsdata.txt to determine how the superseded data were derived.
 FD1336
 FD1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD694978(NAD 83)
 FD1336_MARKER: DR = REFERENCE MARK DISK
 FD1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1336_STAMPING: SHOAL 2 NO 5 1973
 FD1336_PROJECTION: PROJECTING 3 CENTIMETERS
 FD1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1336+STABILITY: SURFACE MOTION
 FD1336
 FD1336  HISTORY     - Date     Condition        Report By
 FD1336  HISTORY     - 1973     MONUMENTED       NGS
 FD1336  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1336
 FD1336                          STATION DESCRIPTION
 FD1336
 FD1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1336'1.5 MI SOUTH FROM LAWRENCEBURG.
 FD1336'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND 64 IN LAWRENCEBURG,
 FD1336'GO SOUTH ON U.S. HIGHWAY 43 FOR 1.0 MILE TO THE MARK ON THE RIGHT,
 FD1336'91 FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 FD1336'43, 60 FEET EAST-SOUTHEAST OF AN 8-INCH ALBEZZIA TREE, 41 FEET
 FD1336'SOUTH OF APPROXIMATE GRAVELED DRIVE, AND 9 FEET SOUTH OF A WIRE
 FD1336'FENCE.
 FD1336'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
 FD1336
 FD1336                          STATION RECOVERY (1983)
 FD1336
 FD1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1336'NOT RECOVERED, POSSIBLY TAKEN OUT BY LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0778 ***********************************************************************
 GB0778  DESIGNATION -  SHOP
 GB0778  PID         -  GB0778
 GB0778  STATE/COUNTY-  TN/ANDERSON
 GB0778  USGS QUAD   -  CLINTON (1990)
 GB0778
 GB0778                         *CURRENT SURVEY CONTROL
 GB0778  ___________________________________________________________________
 GB0778* NAD 83(1995)-  36 05 14.90329(N)    084 07 41.12398(W)     ADJUSTED  
 GB0778* NAVD 88     -       261.576  (meters)     858.19   (feet)  ADJUSTED  
 GB0778  ___________________________________________________________________
 GB0778  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 GB0778  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB0778  DYNAMIC HT  -         261.337 (meters)     857.40  (feet)  COMP
 GB0778  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 GB0778
 GB0778  HORZ ORDER  -  SECOND
 GB0778  VERT ORDER  -  FIRST     CLASS I
 GB0778
 GB0778.The horizontal coordinates were established by classical geodetic methods
 GB0778.and adjusted by the National Geodetic Survey in April 1999..
 GB0778
 GB0778.The orthometric height was determined by differential leveling
 GB0778.and adjusted by the National Geodetic Survey in June 1991..
 GB0778
 GB0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0778
 GB0778.The geoid height was determined by GEOID03.
 GB0778
 GB0778.The dynamic height is computed by dividing the NAVD 88
 GB0778.geopotential number by the normal gravity value computed on the
 GB0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0778.degrees latitude (g = 980.6199 gals.).
 GB0778
 GB0778.The modeled gravity was interpolated from observed gravity values.
 GB0778
 GB0778;                    North         East     Units Scale Factor Converg.
 GB0778;SPC TN       -   196,233.213   768,574.390   MT  0.99995815   +1 05 45.2
 GB0778;SPC TN       -   643,808.47  2,521,564.48   sFT  0.99995815   +1 05 45.2
 GB0778;UTM  16      - 3,997,469.701   758,585.701   MT  1.00042399   +1 41 33.2
 GB0778
 GB0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0778!SPC TN       -   0.99996374  x   0.99995815  =   0.99992189
 GB0778!UTM  16      -   0.99996374  x   1.00042399  =   1.00038772
 GB0778
 GB0778|---------------------------------------------------------------------|
 GB0778| PID    Reference Object                     Distance      Geod. Az  |
 GB0778|                                                           dddmmss.s |
 GB0778| GB0779 SHOP RM 1                            12.383 METERS 00426     |
 GB0778| GB0780 SHOP RM 2                            12.030 METERS 18909     |
 GB0778| GB0781 SHOP AZ MK                                         1982651.6 |
 GB0778| GB2549 CLINTON MAGNET MILLS TANK           APPROX. 1.4 KM 3503258.3 |
 GB0778|---------------------------------------------------------------------|
 GB0778
 GB0778                          SUPERSEDED SURVEY CONTROL
 GB0778
 GB0778  NAD 83(1995)-  36 05 14.90738(N)    084 07 41.12579(W) AD(       ) 2
 GB0778  NAD 83(1995)-  36 05 14.90743(N)    084 07 41.12524(W) AD(       ) 2
 GB0778  NAD 83(1986)-  36 05 14.91443(N)    084 07 41.12202(W) AD(       ) 2
 GB0778  NAD 27      -  36 05 14.63055(N)    084 07 41.42017(W) AD(       ) 2
 GB0778  NGVD 29 (??/??/92)  261.713  (m)          858.64   (f) ADJ UNCH    1 1
 GB0778
 GB0778.Superseded values are not recommended for survey control.
 GB0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0778.See file dsdata.txt to determine how the superseded data were derived.
 GB0778
 GB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5858697470(NAD 83)
 GB0778_MARKER: DD = SURVEY DISK
 GB0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0778_STAMPING: SHOP 1964
 GB0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0778+STABILITY: SURFACE MOTION
 GB0778
 GB0778  HISTORY     - Date     Condition        Report By
 GB0778  HISTORY     - 1964     MONUMENTED       TNHD
 GB0778  HISTORY     - 1967     GOOD             CGS
 GB0778  HISTORY     - 1967     GOOD             NGS
 GB0778
 GB0778                          STATION DESCRIPTION
 GB0778
 GB0778'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0778'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF DOWN TOWN CLINTON.
 GB0778'
 GB0778'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO SOUTHWEST ON
 GB0778'U.S.  HIGHWAY 25W FOR
 GB0778'0.6 MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN
 GB0778'LEFT, SOUTHEAST, AND GO 0.7 MILE
 GB0778'ON U.S.  HIGHWAY 25W TO THE STATION
 GB0778'ON THE LEFT AS DESCRIBED.
 GB0778'
 GB0778'THE STATION MARK IS 55 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB0778'HIGHWAY 25W, 2 FEET WEST OF
 GB0778'THE EDGE OF THE BANK OF A RAILROAD RIGHT-OF-WAY CUT
 GB0778'AND 1.9 FEET SOUTHWEST OF A
 GB0778'WITNESS POST.  THE SURFACE AND
 GB0778'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB0778'HIGHWAY DEPARTMENT DISKS AND
 GB0778'THE DISKS ARE STAMPED SHOP 1964.  THE UNDERGROUND MARK IS
 GB0778'ABOUT 30 INCHES
 GB0778'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB0778'SQUARE, FLUSH, CONCRETE
 GB0778'MONUMENT.
 GB0778'
 GB0778'REFERENCE MARK NO. 1 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF
 GB0778'U.S.  HIGHWAY 25W,
 GB0778'17 FEET SOUTHWEST OF A 10-INCH PINE TREE AND 5 FEET WEST
 GB0778'OF THE EDGE OF THE BANK.  IT IS
 GB0778'A STANDARD TENNESSEE HIGHWAY
 GB0778'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0778'CONCRETE MONUMENT AND
 GB0778'THE DISK IS STAMPED SHOP RM-1 1964.
 GB0778'
 GB0778'REFERENCE MARK NO. 2 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF
 GB0778'U.S.  HIGHWAY 25W,
 GB0778'35 FEET NORTH OF UTILITY POLE 53C AND 3 FEET WEST OF THE
 GB0778'EDGE OF THE BANK.  IT IS A
 GB0778'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0778'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0778'MONUMENT AND THE DISK IS
 GB0778'STAMPED SHOP RM-2 1964.
 GB0778'
 GB0778'THE AZIMUTH MARK IS 66 FEET NORTHWEST OF THE WEST RAIL OF A RAILROAD
 GB0778'TRACK, 35 FEET SOUTHEAST OF
 GB0778'THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25W, 20
 GB0778'FEET SOUTHWEST OF THE APPROXIMATE
 GB0778'CENTER OF A TRACK ROAD AND 4.9 FEET
 GB0778'SOUTH OF A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GB0778'HIGHWAY
 GB0778'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB0778'THE DISK IS
 GB0778'STAMPED SHOP AZI 1964.
 GB0778'
 GB0778'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE SOUTHWEST ON
 GB0778'U.S.  HIGHWAY 25W TO
 GB0778'THE MARK ON THE LEFT.
 GB0778'
 GB0778'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0778
 GB0778                          STATION RECOVERY (1967)
 GB0778
 GB0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 GB0778'THE STATION, RM 1 AND 2 AND AZIMUTH MARK WERE ALL RECOVERED AND IN
 GB0778'GOOD CONDITION.
 GB0778'
 GB0778'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN
 GB0778'RAILWAY FROM THE
 GB0778'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING
 GB0778'ABOUT 1.0 MILE SOUTH ALONG U.S.
 GB0778'HIGHWAY 25W FROM THE COURTHOUSE AT
 GB0778'CLINTON, ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 20,
 GB0778'AT THE OUTSIDE OF
 GB0778'A HIGHWAY CURVE, AT THE INSIDE OF A RAILWAY CURVE, ABOUT 25 YARDS
 GB0778'WEST OF THE TRACK,
 GB0778'42 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND
 GB0778'LANES OF THE HIGHWAY, ABOUT 12 FEET
 GB0778'SOUTHEAST OF THE EXTENDED CENTER
 GB0778'LINE OF A DRIVE, 1.9 FEET SOUTHWEST OF A METAL WITNESS
 GB0778'POST, ABOUT 15
 GB0778'FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF
 GB0778'THE HIGHWAY AND
 GB0778'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GB0778'ABOVE THE LEVEL OF THE GROUND.
 GB0778'
 GB0778'REFERENCE MARK NO. 1 IS 40.7 FEET NORTH OF THE STATION, 44 FEET EAST
 GB0778'OF THE CENTER LINE
 GB0778'OF THE NORTH BOUND LANES OF THE HIGHWAY, 85 FEET
 GB0778'SOUTH OF A POWER POLE AND SET IN THE
 GB0778'TOP OF A CONCRETE POST FLUSH
 GB0778'WITH THE LEVEL OF THE GROUND.
 GB0778'
 GB0778'REFERENCE MARK NO. 2 IS 39.5 FEET SOUTH OF THE STATION, 38-1/2 FEET
 GB0778'EAST OF THE CENTER
 GB0778'LINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 36
 GB0778'1/2 FEET NORTHWEST OF A POWER POLE,
 GB0778'ABOUT 2 FEET BELOW THE LEVEL OF
 GB0778'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB0778'FLUSH WITH THE
 GB0778'SURFACE OF THE GROUND.
 GB0778'
 GB0778'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION ALONG U.S.
 GB0778'HIGHWAY 25W, ABOUT
 GB0778'0.1 MILE NORTHEAST OF THE JUNCTION OF THE HIGHWAY
 GB0778'AND YARNELL ROAD, 66.5 FEET NORTHWEST
 GB0778'OF THE NORTHWEST RAIL OF THE
 GB0778'SOUTHERN RAILWAY, 23-1/2 FEET SOUTHEAST OF THE CENTER
 GB0778'LINE OF THE
 GB0778'NORTH BOUND LANES OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF
 GB0778'A DIRT ROAD, 4.7
 GB0778'FEET SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET
 GB0778'ABOVE THE LEVEL OF THE TRACK, ABOUT
 GB0778'1 FOOT BELOW THE LEVEL OF THE
 GB0778'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 GB0778'BELOW THE
 GB0778'SURFACE OF THE GROUND.
 GB0778
 GB0778                          STATION RECOVERY (1967)
 GB0778
 GB0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0778'1.2 MI S FROM CLINTON.
 GB0778'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0778'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 1.0
 GB0778'MILE SOUTH ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE AT CLINTON,
 GB0778'ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 20, AT THE OUTSIDE OF A
 GB0778'HIGHWAY CURVE, AT THE INSIDE OF A RAILWAY CURVE, ABOUT 25 YARDS
 GB0778'WEST OF THE TRACK, 42 FEET EAST OF THE CENTER LINE OF THE NORTH
 GB0778'BOUND LANES OF THE HIGHWAY, ABUT 12 FEET SOUTHEAST OF THE
 GB0778'EXTENDED CENTER LINE OF A DRIVE, 1.9 FEET SOUTHWEST OF A METAL
 GB0778'WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE TRACK,
 GB0778'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 GB0778'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GB0778'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0781 ***********************************************************************
 GB0781  DESIGNATION -  SHOP AZ MK
 GB0781  PID         -  GB0781
 GB0781  STATE/COUNTY-  TN/ANDERSON
 GB0781  USGS QUAD   -  CLINTON (1990)
 GB0781
 GB0781                         *CURRENT SURVEY CONTROL
 GB0781  ___________________________________________________________________
 GB0781* NAD 83(1986)-  36 05 05.     (N)    084 07 46.     (W)     SCALED    
 GB0781* NAVD 88     -       258.044  (meters)     846.60   (feet)  ADJUSTED  
 GB0781  ___________________________________________________________________
 GB0781  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB0781  DYNAMIC HT  -         257.809 (meters)     845.83  (feet)  COMP
 GB0781  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GB0781
 GB0781  VERT ORDER  -  FIRST     CLASS I
 GB0781
 GB0781.The horizontal coordinates were scaled from a topographic map and have
 GB0781.an estimated accuracy of +/- 6 seconds.
 GB0781
 GB0781.The orthometric height was determined by differential leveling
 GB0781.and adjusted by the National Geodetic Survey in June 1991..
 GB0781
 GB0781.The geoid height was determined by GEOID03.
 GB0781
 GB0781.The dynamic height is computed by dividing the NAVD 88
 GB0781.geopotential number by the normal gravity value computed on the
 GB0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0781.degrees latitude (g = 980.6199 gals.).
 GB0781
 GB0781.The modeled gravity was interpolated from observed gravity values.
 GB0781
 GB0781;                    North         East    Units  Estimated Accuracy
 GB0781;SPC TN       -   195,930.      768,460.      MT  (+/- 180 meters Scaled)
 GB0781
 GB0781                          SUPERSEDED SURVEY CONTROL
 GB0781
 GB0781  NGVD 29 (??/??/92)  258.179  (m)          847.04   (f) ADJ UNCH    1 1
 GB0781
 GB0781.Superseded values are not recommended for survey control.
 GB0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0781.See file dsdata.txt to determine how the superseded data were derived.
 GB0781
 GB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584971(NAD 83)
 GB0781_MARKER: DZ = AZIMUTH MARK DISK
 GB0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0781_STAMPING: SHOP AZI 1964
 GB0781_MARK LOGO: TNHD  
 GB0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0781+STABILITY: SURFACE MOTION
 GB0781
 GB0781  HISTORY     - Date     Condition        Report By
 GB0781  HISTORY     - 1964     MONUMENTED       TNHD
 GB0781  HISTORY     - 1967     GOOD             NGS
 GB0781
 GB0781                          STATION DESCRIPTION
 GB0781
 GB0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0781'1.4 MI S FROM CLINTON.
 GB0781'ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0781'STATION AT CLINTON, MAY ALSO BE REQCHED BY GOING ABOUT 1.2 MILES
 GB0781'SOUTH ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE AT CLINTON,
 GB0781'ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND
 GB0781'YARNELL ROAD, 66.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 23 1/2
 GB0781'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES OF THE
 GB0781'HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 4.7
 GB0781'FEET SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 GB0781'LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 GB0781'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE
 GB0781'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0779 ***********************************************************************
 GB0779  DESIGNATION -  SHOP RM 1
 GB0779  PID         -  GB0779
 GB0779  STATE/COUNTY-  TN/ANDERSON
 GB0779  USGS QUAD   -  CLINTON (1990)
 GB0779
 GB0779                         *CURRENT SURVEY CONTROL
 GB0779  ___________________________________________________________________
 GB0779* NAD 83(1986)-  36 05 15.     (N)    084 07 41.     (W)     SCALED    
 GB0779* NAVD 88     -       261.596  (meters)     858.25   (feet)  ADJUSTED  
 GB0779  ___________________________________________________________________
 GB0779  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB0779  DYNAMIC HT  -         261.357 (meters)     857.47  (feet)  COMP
 GB0779  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 GB0779
 GB0779  VERT ORDER  -  FIRST     CLASS I
 GB0779
 GB0779.The horizontal coordinates were scaled from a topographic map and have
 GB0779.an estimated accuracy of +/- 6 seconds.
 GB0779
 GB0779.The orthometric height was determined by differential leveling
 GB0779.and adjusted by the National Geodetic Survey in June 1991..
 GB0779
 GB0779.The geoid height was determined by GEOID03.
 GB0779
 GB0779.The dynamic height is computed by dividing the NAVD 88
 GB0779.geopotential number by the normal gravity value computed on the
 GB0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0779.degrees latitude (g = 980.6199 gals.).
 GB0779
 GB0779.The modeled gravity was interpolated from observed gravity values.
 GB0779
 GB0779;                    North         East    Units  Estimated Accuracy
 GB0779;SPC TN       -   196,240.      768,580.      MT  (+/- 180 meters Scaled)
 GB0779
 GB0779                          SUPERSEDED SURVEY CONTROL
 GB0779
 GB0779  NGVD 29 (??/??/92)  261.733  (m)          858.70   (f) ADJ UNCH    1 1
 GB0779
 GB0779.Superseded values are not recommended for survey control.
 GB0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0779.See file dsdata.txt to determine how the superseded data were derived.
 GB0779
 GB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE585974(NAD 83)
 GB0779_MARKER: DR = REFERENCE MARK DISK
 GB0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0779_STAMPING: SHOP RM-1 1964
 GB0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0779+STABILITY: SURFACE MOTION
 GB0779
 GB0779  HISTORY     - Date     Condition        Report By
 GB0779  HISTORY     - 1964     MONUMENTED       TNHD
 GB0779  HISTORY     - 1967     GOOD             NGS
 GB0779
 GB0779                          STATION DESCRIPTION
 GB0779
 GB0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0779'1.2 MI S FROM CLINTON.
 GB0779'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0779'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 1.0
 GB0779'MILE SOUTH ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE AT CLINTON,
 GB0779'ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 20, AT THE OUTSIDE OF A
 GB0779'HIGHWAY CURVE, AT THE INSIDE OF A RAILWAY CURVE, 40.7 FEET
 GB0779'NORTH OF STATION SHOP, 44 FEET EAST OF THE CENTER LINE OF THE
 GB0779'NORTH BOUND LANES OF THE HIGHWAY, 85 FEET SOUTH OF A POWER
 GB0779'LINE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 GB0779'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0780 ***********************************************************************
 GB0780  DESIGNATION -  SHOP RM 2
 GB0780  PID         -  GB0780
 GB0780  STATE/COUNTY-  TN/ANDERSON
 GB0780  USGS QUAD   -  CLINTON (1990)
 GB0780
 GB0780                         *CURRENT SURVEY CONTROL
 GB0780  ___________________________________________________________________
 GB0780* NAD 83(1986)-  36 05 15.     (N)    084 07 41.     (W)     SCALED    
 GB0780* NAVD 88     -       261.503  (meters)     857.95   (feet)  ADJUSTED  
 GB0780  ___________________________________________________________________
 GB0780  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB0780  DYNAMIC HT  -         261.264 (meters)     857.16  (feet)  COMP
 GB0780  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 GB0780
 GB0780  VERT ORDER  -  FIRST     CLASS I
 GB0780
 GB0780.The horizontal coordinates were scaled from a topographic map and have
 GB0780.an estimated accuracy of +/- 6 seconds.
 GB0780
 GB0780.The orthometric height was determined by differential leveling
 GB0780.and adjusted by the National Geodetic Survey in June 1991..
 GB0780
 GB0780.The geoid height was determined by GEOID03.
 GB0780
 GB0780.The dynamic height is computed by dividing the NAVD 88
 GB0780.geopotential number by the normal gravity value computed on the
 GB0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0780.degrees latitude (g = 980.6199 gals.).
 GB0780
 GB0780.The modeled gravity was interpolated from observed gravity values.
 GB0780
 GB0780;                    North         East    Units  Estimated Accuracy
 GB0780;SPC TN       -   196,240.      768,580.      MT  (+/- 180 meters Scaled)
 GB0780
 GB0780                          SUPERSEDED SURVEY CONTROL
 GB0780
 GB0780  NGVD 29 (??/??/92)  261.640  (m)          858.40   (f) ADJ UNCH    1 1
 GB0780
 GB0780.Superseded values are not recommended for survey control.
 GB0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0780.See file dsdata.txt to determine how the superseded data were derived.
 GB0780
 GB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE585974(NAD 83)
 GB0780_MARKER: DD = SURVEY DISK
 GB0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0780_STAMPING: SHOP RM-2 1964
 GB0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0780+STABILITY: SURFACE MOTION
 GB0780
 GB0780  HISTORY     - Date     Condition        Report By
 GB0780  HISTORY     - 1964     MONUMENTED       TNHD
 GB0780  HISTORY     - 1967     GOOD             NGS
 GB0780
 GB0780                          STATION DESCRIPTION
 GB0780
 GB0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0780'1.2 MI S FROM CLINTON.
 GB0780'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0780'AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 1.0 MILE SOUTH
 GB0780'ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE AT CLINTON, ABOUT
 GB0780'0.25 MILE SOUTHEAST OF MILEPOST 20, AT THE OUTSIDE OF A HIGHWAY
 GB0780'SHOP, AT THE INSIDE OF A RAILWAY CURVE, 39.5 FEET SOUTH OF STATION
 GB0780'SHOP, 38 1/2 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND
 GB0780'LANES OF THE HIGHWAY, 36 1/2 FEET NORTHWEST OF A POWER LINE
 GB0780'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 GB0780'TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1921 ***********************************************************************
 FC1921  DESIGNATION -  SHORT MOUNTAINS RESET
 FC1921  PID         -  FC1921
 FC1921  STATE/COUNTY-  TN/CANNON
 FC1921  USGS QUAD   -  SHORT MOUNTAIN (1982)
 FC1921
 FC1921                         *CURRENT SURVEY CONTROL
 FC1921  ___________________________________________________________________
 FC1921* NAD 83(1995)-  35 52 11.47648(N)    085 58 23.50375(W)     ADJUSTED  
 FC1921* NAVD 88     -       636.     (meters)    2087.     (feet)  VERTCON   
 FC1921  ___________________________________________________________________
 FC1921  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FC1921  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1921
 FC1921  HORZ ORDER  -  FIRST
 FC1921
 FC1921.The horizontal coordinates were established by classical geodetic methods
 FC1921.and adjusted by the National Geodetic Survey in April 1999..
 FC1921
 FC1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1921
 FC1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1921
 FC1921.The geoid height was determined by GEOID03.
 FC1921
 FC1921;                    North         East     Units Scale Factor Converg.
 FC1921;SPC TN       -   170,475.846   602,420.634   MT  0.99994860   +0 00 56.5
 FC1921;SPC TN       -   559,302.84  1,976,441.70   sFT  0.99994860   +0 00 56.5
 FC1921;UTM  16      - 3,970,000.307   592,696.834   MT  0.99970588   +0 36 06.1
 FC1921
 FC1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1921!SPC TN       -   0.99990475  x   0.99994860  =   0.99985336
 FC1921!UTM  16      -   0.99990475  x   0.99970588  =   0.99961066
 FC1921
 FC1921|---------------------------------------------------------------------|
 FC1921| PID    Reference Object                     Distance      Geod. Az  |
 FC1921|                                                           dddmmss.s |
 FC1921| CG7489 SHORT MOUNTAINS RM 3                 30.111 METERS 07520     |
 FC1921| FC1920 YOUNG                               APPROX.16.1 KM 0971244.0 |
 FC1921| CG7488 SHORT MOUNTAINS RM 2                 28.400 METERS 23457     |
 FC1921| CG7487 SHORT MOUNTAINS RM 1 AZIMUTH                       26010     |
 FC1921|---------------------------------------------------------------------|
 FC1921
 FC1921                          SUPERSEDED SURVEY CONTROL
 FC1921
 FC1921  NAD 83(1995)-  35 52 11.48078(N)    085 58 23.50711(W) AD(       ) 1
 FC1921  NAD 83(1986)-  35 52 11.48752(N)    085 58 23.50369(W) AD(       ) 1
 FC1921  NAD 27      -  35 52 11.24600(N)    085 58 23.54500(W) AD(       ) 1
 FC1921  NGVD 29 (07/19/86)  636.     (m)         2087.     (f) VERT ANG       
 FC1921
 FC1921.Superseded values are not recommended for survey control.
 FC1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1921.See file dsdata.txt to determine how the superseded data were derived.
 FC1921
 FC1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9269770000(NAD 83)
 FC1921_MARKER: X = CHISELED CROSS
 FC1921_SETTING: 0 = UNSPECIFIED SETTING
 FC1921
 FC1921  HISTORY     - Date     Condition        Report By
 FC1921  HISTORY     - 1934     MONUMENTED       CGS
 FC1921  HISTORY     - 1934     GOOD             CGS
 FC1921  HISTORY     - 1958     MARK NOT FOUND   USGS
 FC1921
 FC1921                          STATION DESCRIPTION
 FC1921
 FC1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1921'ABOUT 17 MILES NORTHWEST OF MCMINNVILLE, 11-1/2 MILES SOUTHWEST OF
 FC1921'SMITHVILLE, AND ON HIGHEST OF GROUP OF SHORT MOUNTAINS
 FC1921'(EASILY IDENTIFIED).  TO REACH FROM MCMINNVILE COURTHOUSE, FOLLOW
 FC1921'U.S. ROUTE 70S W 13.65 MILES (OR 0.9 MILE BEYOND
 FC1921'WARREN-CANNON COUNTY LINE), TURN RIGHT ONTO GRAVEL ROAD, FOLLOW MAIN
 FC1921'ROAD 7.15 MILES (OR 0.45 MILE BEYOND WOMACKS STORE), TURN LEFT
 FC1921'ONTO FARM ROAD AND GO 0.55 MILE, FOLLOW RIGHT FORK 200 YARDS, FOLLOW
 FC1921'RIGHT FORK 1.7 MILES TO HOME OF SILAS MELTON, THENCE ON FOOT
 FC1921'SOUTHWEST ABOUT 1/3 MILE TO STATION IN CLEARED FIELD, 11.8 METERS (39
 FC1921'FEET) NORTHWEST OF BLAZED 8-INCH WHITE OAK, AND 6.9 METERS
 FC1921'(23 FEET) NORTH OF WOODS.  SURFACE MARK IS INTERSECTION OF NORTH-
 FC1921'SOUTH AND EAST-WEST GROOVES IN STONE POST, 8 INCHES SQUARE BY 3 FEET
 FC1921'LONG, PROJECTING 3 INCHES ABOVE GROUND.  UNDERGROUND MARK
 FC1921'IS CENTER OF MOUTH OF BOTTLE FILLED WITH ASHES, ABOUT 3 FEET BELOW
 FC1921'GROUND.  IN 1934, STANDARD STATION DISK WAS SET IN ORIGINAL
 FC1921'STONE POST, AND THREE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1921'WERE ESTABLISHED. NO. 1 IS IN CLEARED FIELD, 10 FEET NORTH OF RAIL
 FC1921'FENCE AND WOODS, ABOUT 32 FEET NORTHWEST OF 24-INCH LEANING OAK,
 FC1921'AND ABOUT 100 YARDS FROM STATION S 80 DEG 10 MIN W. NO. 2
 FC1921'IS NEAR RAIL FENCE, 5 FEET NORTHEAST OF 12-INCH OAK, AND 28.40
 FC1921'METERS (93.2 FEET) FROM STATION S 54 DEG 57 MIN W. NO. 3 IS
 FC1921'ABOUT 10 FEET NORTH OF WOODS AND 98.79 FEET FROM STATION
 FC1921'N 75 DEG 20 MIN E. STATION BUSH (SEE DESCRIPTION AND GEORGAPHIC
 FC1921'POSITION THEREOF) IS VISIBLE FROM THE GROUND AT STATION.
 FC1921
 FC1921                          STATION RECOVERY (1958)
 FC1921
 FC1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FC1921'ACCORDING TO THE STATE POLICE THIS STATION WAS DESTROYED IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3503 ***********************************************************************
 GA3503  DESIGNATION -  SHORT RESET
 GA3503  PID         -  GA3503
 GA3503  STATE/COUNTY-  TN/HAWKINS
 GA3503  USGS QUAD   -  LEE VALLEY (1971)
 GA3503
 GA3503                         *CURRENT SURVEY CONTROL
 GA3503  ___________________________________________________________________
 GA3503* NAD 83(1995)-  36 22 52.01231(N)    083 10 47.16379(W)     ADJUSTED  
 GA3503* NAVD 88     -       816.7    (meters)    2679.     (feet)  VERTCON   
 GA3503  ___________________________________________________________________
 GA3503  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GA3503  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA3503
 GA3503  HORZ ORDER  -  FIRST
 GA3503
 GA3503.The horizontal coordinates were established by classical geodetic methods
 GA3503.and adjusted by the National Geodetic Survey in April 1999..
 GA3503
 GA3503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3503
 GA3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3503
 GA3503.The geoid height was determined by GEOID03.
 GA3503
 GA3503;                    North         East     Units Scale Factor Converg.
 GA3503;SPC TN       -   230,849.401   853,016.858   MT  0.99999389   +1 39 03.9
 GA3503;SPC TN       -   757,378.41  2,798,606.14   sFT  0.99999389   +1 39 03.9
 GA3503;UTM  17      - 4,028,427.663   304,478.224   MT  1.00007103   -1 17 36.0
 GA3503
 GA3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3503!SPC TN       -   0.99987672  x   0.99999389  =   0.99987061
 GA3503!UTM  17      -   0.99987672  x   1.00007103  =   0.99994774
 GA3503
 GA3503|---------------------------------------------------------------------|
 GA3503| PID    Reference Object                     Distance      Geod. Az  |
 GA3503|                                                           dddmmss.s |
 GA3503| DC2395 SHORT RM 2                           26.883 METERS 00031     |
 GA3503| DC3233 SHORT RM                                           05739     |
 GA3503| DC3234 SHORT RM 1                           51.328 METERS 06054     |
 GA3503| GA2161 PRICE                               APPROX. 3.1 KM 1102143.4 |
 GA3503| DC3232 SHORT AZ MK                                        1773822.3 |
 GA3503|---------------------------------------------------------------------|
 GA3503
 GA3503                          SUPERSEDED SURVEY CONTROL
 GA3503
 GA3503  NAD 83(1995)-  36 22 52.01666(N)    083 10 47.16813(W) AD(       ) 1
 GA3503  NAD 83(1995)-  36 22 52.02787(N)    083 10 47.16475(W) AD(       ) 1
 GA3503  NAD 83(1995)-  36 22 52.01895(N)    083 10 47.16552(W) AD(       ) 1
 GA3503  NAD 83(1986)-  36 22 52.02112(N)    083 10 47.16573(W) AD(       ) 1
 GA3503  NAD 27      -  36 22 51.68770(N)    083 10 47.55350(W) AD(       ) 1
 GA3503  NGVD 29 (07/19/86)  816.9    (m)         2680.     (f) VERT ANG       
 GA3503
 GA3503.Superseded values are not recommended for survey control.
 GA3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3503.See file dsdata.txt to determine how the superseded data were derived.
 GA3503
 GA3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0447828428(NAD 83)
 GA3503_MARKER: X = CHISELED CROSS
 GA3503_SETTING: 80 = SET IN A BOULDER
 GA3503_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3503
 GA3503  HISTORY     - Date     Condition        Report By
 GA3503  HISTORY     - 1892     MONUMENTED       CGS
 GA3503  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GA3503  HISTORY     - 1941     GOOD             CGS
 GA3503  HISTORY     - 1963     SEE DESCRIPTION  TNHD
 GA3503
 GA3503                          STATION DESCRIPTION
 GA3503
 GA3503'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (AHB)
 GA3503'ORIGINAL SURFACE MARK WAS DRILL HOLE AT INTERSECTION OF N-S AND E-W
 GA3503'GROOVES WITH
 GA3503'LETTERS U.S.C.S. CUT IN TOP OF LARGE UNDRESSED STONE
 GA3503'PROJECTING 5 INCHES ABOVE
 GA3503'GROUND.
 GA3503'
 GA3503'UNDERGROUND MARK IS CENTER OF MOUTH OF GLASS PICKLE JAR, BURIED WITH
 GA3503'TOP ABOUT 3 FEET
 GA3503'BELOW SURFACE OF GROUND.
 GA3503
 GA3503                          STATION RECOVERY (1934)
 GA3503
 GA3503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GA3503'ABOUT 10 MILES WEST OF ROGERSVILE, ABOUT 3 MILES A LITTLE E
 GA3503'OF N FROM MOORESBURG, 3/4
 GA3503'MILE N OF GALBRAITH SPRINGS HOTEL, AND ON SHORT MOUNTAIN WHICH IS
 GA3503'EASILY IDENTIFIED
 GA3503'AS HIGHEST POINT IN LOCALITY.
 GA3503'
 GA3503'UNDERGROUND MARK IS CENTER OF MOUTH OF GLASS PICKLE JAR, BURIED WITH
 GA3503'TOP ABOUT 3 FEET
 GA3503'BELOW SURFACE OF GROUND.
 GA3503'
 GA3503'IN 1928, STANDARD STATION DISK WAS SET IN DRILL HOLE OF SURFACE MARK
 GA3503'AND TWO STANDARD
 GA3503'REFERENCE DISKS WERE ESTABLISHED.
 GA3503'
 GA3503'REFERENCE MARK NO.1 IS IN BEDROCK, 51.32 METERS (168.4 FEET) FROM
 GA3503'STATION.
 GA3503'
 GA3503'REFERENCE MARK NO.2 IS IN ROCK OUTCROP AT EDGE OF CLIFF AND 26.88
 GA3503'METERS (88.2 FEET)
 GA3503'FROM STATION. N 31 DEG E.
 GA3503'
 GA3503'IN 1934, AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE IN A
 GA3503'DEPRESSION IN A
 GA3503'BOULDER, WAS ESTABLISHED.  IT IS 1.2 MILES S OF
 GA3503'GALBRAITH SPRINGS HOTEL SIGN, ON
 GA3503'PROPERTY OWNED BY J.L.  ROGERS AND
 GA3503'OCCUPIED BY ROY YOUNG, 50 FEET W OF CENTER LINE OF
 GA3503'U.S.  HIGHWAY 11 W
 GA3503'AT POINT WHERE ROAD MAKES SHARP TURN TO SW AT SMALL CONCRETE BRIDGE,
 GA3503'40 FEET E OF
 GA3503'TENANT HOUSE, 60 FEET W OF SMALL STREAM, AND ABOUT 2
 GA3503'MILES FROM STATION. S 2 DEG 22 MIN E.
 GA3503'
 GA3503'TO REACH FROM ROGERSVILLE, GO W ON U.S. HIGHWAY 11 W ABOUT 11 MILES,
 GA3503'TURN RIGHT ONTO
 GA3503'GRAVEL ROAD AT SIGN GALBRAITH SPRINGS CONTINUE 0.75
 GA3503'MILE TO GALBRAITH SPRINGS HOTEL,
 GA3503'THENCE ON FOOT UP WELL-DEFINED RIDGE
 GA3503'TRAIL ABOUT 1 MILE TO TOP OF RIDGE, TURN RIGHT AND
 GA3503'GO ABOUT 100 YARDS
 GA3503'ALONG RIDGE TO STATION WHICH IS IN CENTER OF WOODED RIDGE, IN CLEARED
 GA3503'AREA, AND ABOUT 75
 GA3503'FEET S OF NORTHERN EXTREMITY.
 GA3503
 GA3503                          STATION RECOVERY (1941)
 GA3503
 GA3503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3503'THE 1934 DESCRIPTION IS INADEQUATE BECAUSE OF EXTENSIVE ROAD
 GA3503'RELOCATIONS.
 GA3503'CONSIDERABLE, ALTHOUGH NOT EXHAUSTIVE, SEARCH FAILED TO
 GA3503'RECOVER EITHER REFERENCE MARK.
 GA3503'A COMPLETE NEW DESCRIPTION FOLLOWS-
 GA3503'
 GA3503'STATION IS ABOUT 10 MILES W OF ROGERSVILLE ON THE HIGHEST POINT IN
 GA3503'THE VICINITY WHICH
 GA3503'IS KNOWN AS SHORT MOUNTAIN.  IT IS ABOUT 3/4 MILE
 GA3503'N OF THE ABANDONED, YET LOCALLY WELL
 GA3503'KNOWN AS, GALBRAITH SPRINGS
 GA3503'HOTEL.  MARK WAS RECOVERED IN GOOD CONDITION,
 GA3503'PROJECTING ABOUT 6
 GA3503'INCHES AND STAMPED SHORT 1934.
 GA3503'
 GA3503'AZIMUTH MARK WAS NOT RECOVERED AT THE TIME OF THE OCCUPATION DUE TO
 GA3503'THE RELOCATION OF
 GA3503'HIGHWAYS, AND THEREFORE ITS DIRECTION WAS NOT
 GA3503'CHECKED.  IT IS ABOUT 2 MILES S OF
 GA3503'THE STATION, 49 FEET W OF THE SW
 GA3503'END OF THE NW PARAPET OF A 16-FOOT CONCRETE BRIDGE ON
 GA3503'THE OLD
 GA3503'ABANDONED HIGHWAY 11 W.  IT IS IN THE LARGEST OF SEVERAL LARGE
 GA3503'BOULDERS, PROJECTS
 GA3503'ABOUT 2 FEET, AND IS STAMPED SHORT AZI 1934.  TO
 GA3503'REACH THE MARK FROM THE CROSSROADS
 GA3503'THAT IS 3/4 MILE S OF THE OLD
 GA3503'GALBRAITH SPRINGS HOTEL MENTIONED BELOW, GO SOUTHERLY
 GA3503'0.1 MILE AND
 GA3503'TURN RIGHT, THENCE 1.0 MILE TO THE CONCRETE BRIDGE AND THE STATION ON
 GA3503'THE RIGHT.
 GA3503'
 GA3503'TO REACH FROM THE POST OFFICE IN ROGERSVILLE, GO WESTERLY ON U.S.
 GA3503'HIGHWAY 11 W FOR
 GA3503'8.5 MILES TO A CHURCH ON THE RIGHT, THENCE CONTINUE
 GA3503'STRAIGHT AHEAD 2.6 MILES TO A
 GA3503'CROSSROADS AND TURN RIGHT, THENCE
 GA3503'NORTHERLY 3/4 MILE TO THE OLD GALBRAITH SPRINGS
 GA3503'HOTEL, THENCE AFOOT
 GA3503'UP A STEEP TRAIL TO THE TOP OF THE RIDGE AND TURN RIGHT THROUGH
 GA3503'THE BRUSH ABOUT
 GA3503'200 YARDS TO THE HIGHEST POINT AND THE STATION.  TRUCKS
 GA3503'MAY BE DRIVEN TO THE POINT 200
 GA3503'YARDS FROM THE STATION IN FAIR WEATHER
 GA3503'BY CONTINUING ON HIGHWAY 11 W WESTERLY 3.3 MILES
 GA3503'AND TURNING RIGHT,
 GA3503'THENCE NORTHERLY 2.0 MILES AND TAKE THE RIGHT FORK ACROSS A BRIDGE,
 GA3503'THENCE 0.95 MILE
 GA3503'AND TURN RIGHT ONTO A DIM WOODS ROAD AT A WOODEN
 GA3503'CULVERT, THENCE UP A STEEP ROUGH
 GA3503'ROAD 1.9 MILES TO THE TOP OF THE
 GA3503'RIDGE WHERE THE ROAD BEGINS AN ABRUPT DESCENT.
 GA3503'CONTINUE AFOOT
 GA3503'WESTERLY THROUGH THE BRUSH ABOUT 200 YARDS TO THE HIGHEST POINT
 GA3503'AND THE STATION.
 GA3503'
 GA3503'THE GROUND AT ALL STATIONS OBSERVED WAS VISIBLE FROM THE GROUND AT
 GA3503'THIS STATION AFTER
 GA3503'CONSIDERABLE CLEARING.
 GA3503
 GA3503                          STATION RECOVERY (1963)
 GA3503
 GA3503'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3503'THE STATION AND ALL MARKS WERE RECOVERED.  THE ROCK IN WHICH THE
 GA3503'STATION DISK WAS
 GA3503'ORIGINALLY SET HAS BEEN PARTIALLY BROKEN AND THE DISK REMOVED.
 GA3503'HOWEVER, THE DRILL
 GA3503'HOLE AND CEMENT GROUTING WHERE THE DISK HAD BEEN
 GA3503'WAS CLEARLY VISIBLE AND A NEW DISK
 GA3503'WAS SET IN THE OLD DRILL HOLE AND
 GA3503'THE ROCK REINFORCED WITH CONCRETE THIS DATE.
 GA3503'REFERENCE MARK NO.  1
 GA3503'AND REFERENCE MARK NO.  2 WERE RECOVERED AND FOUND IN GOOD
 GA3503'CONDITION AND THE
 GA3503'MEASUREMENTS TO THE OLD DRILL HOLE CHECKED THOSE AS GIVEN IN
 GA3503'THE 1928 DESCRIPTION.  THE
 GA3503'AZIMUTH MARK ESTABLISHED IN 1934 WAS
 GA3503'RECOVERED, BUT IS OF NO VALUE BECAUSE A
 GA3503'T.V.A.  LAKE WHICH WAS
 GA3503'CONSTRUCTED AFTER THE MARK HAD BEEN ESTABLISHED NOW
 GA3503'IMPOUNDS THE AREA
 GA3503'EXCEPT AT VERY LOW WATER MARK.  THE DISK WAS REMOVED AT THIS TIME
 GA3503'DURING A PERIOD OF
 GA3503'LOW WATER AND THE DISK WILL BE FORWARDED TO THE
 GA3503'WASHINGTON OFFICE.  FOLLOWING IS A
 GA3503'NEW AND COMPLETE DESCRIPTION.
 GA3503'
 GA3503'THE STATION IS LOCATED ABOUT 10 MILES WEST OF ROGERSVILLE AND 6 MILES
 GA3503'NORTHEAST OF BEAN STATION ON
 GA3503'TOP OF SHORT MOUNTAIN.
 GA3503'
 GA3503'TO REACH FROM THE POST OFFICE IN ROGERSVILLE, GO WESTERLY ON U.S.
 GA3503'HIGHWAY 11W FOR 11.1 MILES
 GA3503'TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, ON
 GA3503'THE GRAVELED ROAD FOR 0.75 MILE
 GA3503'TO THE OLD ABANDONED GALBRAITH
 GA3503'SPRINGS HOTEL AND END OF TRUCK TRAVEL.  FROM THIS
 GA3503'POINT PACK
 GA3503'NORTHERLY THROUGH WOODS ON OLD TRAIL FOR ABOUT 1 MILE TO THE TOP OF
 GA3503'A RIDGE, THENCE
 GA3503'RIGHT, EASTERLY, ALONG THE TOP OF THE RIDGE FOR ABOUT
 GA3503'200 YARDS TO THE HIGHEST POINT
 GA3503'AND THE STATION.  THE STATION MARK IS
 GA3503'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 GA3503'LARGE BURIED STONE THAT
 GA3503'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SHORT 1892 1963.
 GA3503'THE
 GA3503'ORIGINAL DESCRIPTION STATES THAT THE UNDERGROUND MARK IS
 GA3503'THE CENTER OF THE MOUTH OF A
 GA3503'GLASS PICKLE JAR BURIED WITH THE TOP
 GA3503'ABOUT 36 INCHES BELOW THE SURFACE.
 GA3503'
 GA3503'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 GA3503'ROCK OUTCROP AT THE
 GA3503'EDGE OF A CLIFF, AND THE DISK IS STAMPED SHORT NO 1
 GA3503'1928.
 GA3503'
 GA3503'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GA3503'OUTCROPPING BEDROCK AND THE
 GA3503'DISK IS STAMPED SHORT NO 2 1928.
 GA3503'
 GA3503'NO NEW AZIMUTH MARK WAS ESTABLISHED.  TRAVERSE STATION PRICE WILL
 GA3503'SERVE AS AN AZIMUTH MARK.
 GA3503'
 GA3503'THIS STATION IS ABOUT AN HOUR AND ONE HALF PACK.
 GA3503'
 GA3503'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD AFTER
 GA3503'CONSIDERABLE
 GA3503'CLEARING FOR INTER-VISIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2175 ***********************************************************************
 GC2175  DESIGNATION -  SHRUM
 GC2175  PID         -  GC2175
 GC2175  STATE/COUNTY-  TN/SUMNER
 GC2175  USGS QUAD   -  BETHPAGE (1994)
 GC2175
 GC2175                         *CURRENT SURVEY CONTROL
 GC2175  ___________________________________________________________________
 GC2175* NAD 83(1995)-  36 28 15.07612(N)    086 16 13.52136(W)     ADJUSTED  
 GC2175* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 GC2175  ___________________________________________________________________
 GC2175  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GC2175  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2175
 GC2175  HORZ ORDER  -  SECOND
 GC2175
 GC2175.The horizontal coordinates were established by classical geodetic methods
 GC2175.and adjusted by the National Geodetic Survey in April 1999..
 GC2175
 GC2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2175
 GC2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2175
 GC2175.The geoid height was determined by GEOID03.
 GC2175
 GC2175;                    North         East     Units Scale Factor Converg.
 GC2175;SPC TN       -   237,195.259   575,763.252   MT  1.00001006   -0 09 29.9
 GC2175;SPC TN       -   778,198.11  1,888,983.27   sFT  1.00001006   -0 09 29.9
 GC2175;UTM  16      - 4,036,422.527   565,362.498   MT  0.99965264   +0 26 01.3
 GC2175
 GC2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2175!SPC TN       -   0.99996370  x   1.00001006  =   0.99997376
 GC2175!UTM  16      -   0.99996370  x   0.99965264  =   0.99961635
 GC2175
 GC2175|---------------------------------------------------------------------|
 GC2175| PID    Reference Object                     Distance      Geod. Az  |
 GC2175|                                                           dddmmss.s |
 GC2175| CG7492 SHRUM RM 2                           21.032 METERS 00554     |
 GC2175| GC0305 SHRUM AZ MK                                        1742719.2 |
 GC2175| CG7491 SHRUM RM 1                           23.479 METERS 17850     |
 GC2175|---------------------------------------------------------------------|
 GC2175
 GC2175                          SUPERSEDED SURVEY CONTROL
 GC2175
 GC2175  NAD 83(1995)-  36 28 15.07687(N)    086 16 13.52234(W) AD(       ) 2
 GC2175  NAD 83(1995)-  36 28 15.08421(N)    086 16 13.52476(W) AD(       ) 2
 GC2175  NAD 83(1986)-  36 28 15.08608(N)    086 16 13.52473(W) AD(       ) 2
 GC2175  NAD 27      -  36 28 14.92800(N)    086 16 13.56310(W) AD(       ) 2
 GC2175  NGVD 29 (07/19/86)  260.8    (m)          856.     (f) VERT ANG       
 GC2175
 GC2175.Superseded values are not recommended for survey control.
 GC2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2175.See file dsdata.txt to determine how the superseded data were derived.
 GC2175
 GC2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6536236423(NAD 83)
 GC2175_MARKER: DD = SURVEY DISK
 GC2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2175
 GC2175  HISTORY     - Date     Condition        Report By
 GC2175  HISTORY     - 1961     MONUMENTED       TNHD
 GC2175
 GC2175                          STATION DESCRIPTION
 GC2175
 GC2175'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2175'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BRANSFORD.
 GC2175'
 GC2175'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2175'ROUTE 10-A AT BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 2.2
 GC2175'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2175'
 GC2175'THE STATION IS 45 FEET WEST OF STATE ROUTE 10-A ON THE BANK OF A
 GC2175'HIGHWAY CUT AND ABOUT 45 FEET ABOVE THE HIGHWAY, 13 FEET EAST OF
 GC2175'A FENCE AND 2 FEET EAST OF A WITNESS POST.  THE SURFACE MARK IS A
 GC2175'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, STAMPED SHRUM 1961.
 GC2175'NO UNDERGROUND MARK WAS ESTABLISHED.  THE STATION MARK DISK IS SET IN
 GC2175'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2175'
 GC2175'REFERENCE MARK NO. 1 IS 6 FEET E OF A FENCE.  THE MARK IS A STANDARD
 GC2175'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2175'CONCRETE MONUMENT AND THE DISK IS STAMPED SHRUM RM-1 1961.
 GC2175'
 GC2175'REFERENCE MARK NO. 2 IS 12 FEET EAST OF A FENCE.  THE MARK IS A
 GC2175'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2175'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED SHRUM RM-2
 GC2175'1961.
 GC2175'
 GC2175'THE AZIMUTH MARK IS 39 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GC2175'ROUTE 10-A, 12 FEET EAST OF A FENCE AND 6.9 FEET EAST OF A
 GC2175'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2175'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND
 GC2175'THE DISK IS STAMPED SHRUM AZI 1961.
 GC2175'
 GC2175'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEASTERLY ON
 GC2175'STATE ROUTE 10-A FOR 0.45 MILE TO THE MARK ON THE RIGHT AS
 GC2175'DESCRIBED.
 GC2175'
 GC2175'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0305 ***********************************************************************
 GC0305  DESIGNATION -  SHRUM AZ MK
 GC0305  PID         -  GC0305
 GC0305  STATE/COUNTY-  TN/SUMNER
 GC0305  USGS QUAD   -  BETHPAGE (1994)
 GC0305
 GC0305                         *CURRENT SURVEY CONTROL
 GC0305  ___________________________________________________________________
 GC0305* NAD 83(1986)-  36 27 51.     (N)    086 16 10.     (W)     SCALED    
 GC0305* NAVD 88     -       201.680  (meters)     661.68   (feet)  ADJUSTED  
 GC0305  ___________________________________________________________________
 GC0305  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0305  DYNAMIC HT  -         201.517 (meters)     661.14  (feet)  COMP
 GC0305  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GC0305
 GC0305  VERT ORDER  -  SECOND    CLASS 0
 GC0305
 GC0305.The horizontal coordinates were scaled from a topographic map and have
 GC0305.an estimated accuracy of +/- 6 seconds.
 GC0305
 GC0305.The orthometric height was determined by differential leveling
 GC0305.and adjusted by the National Geodetic Survey in June 1991..
 GC0305
 GC0305.The geoid height was determined by GEOID03.
 GC0305
 GC0305.The dynamic height is computed by dividing the NAVD 88
 GC0305.geopotential number by the normal gravity value computed on the
 GC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0305.degrees latitude (g = 980.6199 gals.).
 GC0305
 GC0305.The modeled gravity was interpolated from observed gravity values.
 GC0305
 GC0305;                    North         East    Units  Estimated Accuracy
 GC0305;SPC TN       -   236,450.      575,850.      MT  (+/- 180 meters Scaled)
 GC0305
 GC0305                          SUPERSEDED SURVEY CONTROL
 GC0305
 GC0305  NGVD 29 (??/??/??)  201.78   (m)          662.0    (f) RESET       3  
 GC0305
 GC0305.Superseded values are not recommended for survey control.
 GC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0305.See file dsdata.txt to determine how the superseded data were derived.
 GC0305
 GC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF654356(NAD 83)
 GC0305_MARKER: DD = SURVEY DISK
 GC0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0305_STAMPING: SHRUM AZI 1961
 GC0305_MARK LOGO: TNHD  
 GC0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0305+STABILITY: SURFACE MOTION
 GC0305
 GC0305  HISTORY     - Date     Condition        Report By
 GC0305  HISTORY     - 1961     MONUMENTED       TNHD
 GC0305
 GC0305                          STATION DESCRIPTION
 GC0305
 GC0305'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0305'2 MI SE FROM BRANSFORD.
 GC0305'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0305'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 2.45 MILES TO
 GC0305'THE MARK ON THE RIGHT.  THE MARK IS LOCATED 39 FEET WEST OF THE
 GC0305'CENTERLINE OF STATE ROUTE 10-A, 12 FEET EAST OF A FENCE, AND
 GC0305'6.9 FEET EAST OF A WITNESS POST.  THE MARK IS SET IN TOP OF A
 GC0305'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0486 ***********************************************************************
 GC0486  DESIGNATION -  SHWAB
 GC0486  PID         -  GC0486
 GC0486  STATE/COUNTY-  TN/DAVIDSON
 GC0486  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0486
 GC0486                         *CURRENT SURVEY CONTROL
 GC0486  ___________________________________________________________________
 GC0486* NAD 83(1995)-  36 11 56.31647(N)    086 46 27.17407(W)     ADJUSTED  
 GC0486* NAVD 88     -       179.146  (meters)     587.75   (feet)  ADJUSTED  
 GC0486  ___________________________________________________________________
 GC0486  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GC0486  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0486  DYNAMIC HT  -         178.993 (meters)     587.25  (feet)  COMP
 GC0486  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0486
 GC0486  HORZ ORDER  -  THIRD
 GC0486  VERT ORDER  -  SECOND    CLASS 0
 GC0486
 GC0486.The horizontal coordinates were established by classical geodetic methods
 GC0486.and adjusted by the National Geodetic Survey in April 1999..
 GC0486
 GC0486.The orthometric height was determined by differential leveling
 GC0486.and adjusted by the National Geodetic Survey in June 1991..
 GC0486
 GC0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0486
 GC0486.The geoid height was determined by GEOID03.
 GC0486
 GC0486.The dynamic height is computed by dividing the NAVD 88
 GC0486.geopotential number by the normal gravity value computed on the
 GC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0486.degrees latitude (g = 980.6199 gals.).
 GC0486
 GC0486.The modeled gravity was interpolated from observed gravity values.
 GC0486
 GC0486;                    North         East     Units Scale Factor Converg.
 GC0486;SPC TN       -   207,268.591   530,372.608   MT  0.99996862   -0 27 11.7
 GC0486;SPC TN       -   680,013.70  1,740,064.13   sFT  0.99996862   -0 27 11.7
 GC0486;UTM  16      - 4,006,041.876   520,298.238   MT  0.99960508   +0 08 00.0
 GC0486
 GC0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0486!SPC TN       -   0.99997649  x   0.99996862  =   0.99994511
 GC0486!UTM  16      -   0.99997649  x   0.99960508  =   0.99958158
 GC0486
 GC0486|---------------------------------------------------------------------|
 GC0486| PID    Reference Object                     Distance      Geod. Az  |
 GC0486|                                                           dddmmss.s |
 GC0486| GC0485 SHWAB RM 2                           21.593 METERS 01311     |
 GC0486| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 3.2 KM 0570945.4 |
 GC0486| GC0487 SHWAB RM 1                           12.589 METERS 15547     |
 GC0486| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 0.8 KM 1830651.6 |
 GC0486| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 3.8 KM 1934540.4 |
 GC0486| GC2280 SHWAB AZ MK                         APPROX. 1.0 KM 3302727.5 |
 GC0486|---------------------------------------------------------------------|
 GC0486
 GC0486                          SUPERSEDED SURVEY CONTROL
 GC0486
 GC0486  NAD 83(1995)-  36 11 56.31836(N)    086 46 27.17602(W) AD(       ) 3
 GC0486  NAD 83(1995)-  36 11 56.32075(N)    086 46 27.17632(W) AD(       ) 3
 GC0486  NAD 83(1986)-  36 11 56.32661(N)    086 46 27.17716(W) AD(       ) 3
 GC0486  NAD 27      -  36 11 56.12570(N)    086 46 27.18300(W) AD(       ) 3
 GC0486  NGVD 29 (??/??/92)  179.175  (m)          587.84   (f) ADJ UNCH    2 0
 GC0486
 GC0486.Superseded values are not recommended for survey control.
 GC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0486.See file dsdata.txt to determine how the superseded data were derived.
 GC0486
 GC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2029806042(NAD 83)
 GC0486_MARKER: DE = TRAVERSE STATION DISK
 GC0486_SETTING: 66 = SET IN ROCK OUTCROP
 GC0486_SP_SET: BEDROCK
 GC0486_STAMPING: SHWAB 1959
 GC0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0486+STABILITY: POSITION/ELEVATION WELL
 GC0486
 GC0486  HISTORY     - Date     Condition        Report By
 GC0486  HISTORY     - 1959     MONUMENTED       CGS
 GC0486  HISTORY     - 1960     GOOD             NGS
 GC0486
 GC0486                          STATION DESCRIPTION
 GC0486
 GC0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0486'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN NASHVILLE AND
 GC0486'ABOUT 1 MILE EAST OF BUSH LAKE.
 GC0486'
 GC0486'TO REACH THE STATION FROM THE SHWAB SCHOOL AT 1504 DICKERSON RD.,
 GC0486'PACK WEST FROM THE NORTHWEST CORNER OF THE SCHOOL GROUND FOR
 GC0486'ABOUT 100 YARDS, TURN LEFT, SOUTH, UP THE HILL FOR ABOUT 100 YARDS TO
 GC0486'THE STATION AS DESCRIBED.
 GC0486'
 GC0486'THE STATION IS SET ON THE HIGHEST POINT AND NEAR THE CENTER OF THE
 GC0486'HILL.  IT IS A STANDARD TRAVERSE DISK SET FLUSH IN A DRILL HOLE IN
 GC0486'OUTCROPPING BEDROCK AND THE DISK IS STAMPED SHWAB 1959.
 GC0486'
 GC0486'REFERENCE MARK NO. 1 IS ABOUT 18 INCHES BELOW THE ELEVATION OF THE
 GC0486'STATION, IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 GC0486'DISK IS STAMPED SHWAB NO 1 1959.
 GC0486'
 GC0486'REFERENCE MARK NO. 2 IS ABOUT 4 FEET BELOW THE ELEVATION OF THE
 GC0486'STATION, IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND
 GC0486'THE DISK IS STAMPED SHWAB NO 2 1959.
 GC0486'
 GC0486'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF TRINITY LANE, 19
 GC0486'FEET NORTHWEST OF A 34-INCH HACKBERRY TREE AND 17 FEET NORTHEAST
 GC0486'OF A 30-INCH HACKBERRY TREE.  IT IS SET FLUSH WITH THE SURROUNDING
 GC0486'SURFACE AND THE DISK IS STAMPED SHWAB 1959.
 GC0486'
 GC0486'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GC0486'
 GC0486'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO 42F751 (TENN. HYW.
 GC0486'DEPT.), DISTANCE BEING 873.546 METERS, 2,865.959 FEET
 GC0486'NORTH-NORTHWEST OF STATION SHWAB.
 GC0486
 GC0486                          STATION RECOVERY (1960)
 GC0486
 GC0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0486'IN NASHVILLE.
 GC0486'TO REACH THE STATION FROM THE SHWAB SCHOOL AT 1054 DICKERSON
 GC0486'ROAD, GO WEST FROM THE NORTHWEST CORNER OF THE SCHOOL GROUND FOR
 GC0486'ABOUT 100 YARDS, TURN LEFT, SOUTH UP THE HILL FOR ABOUT 100 YARDS
 GC0486'TO THE CREST OF THE HILL.  THE STATION IS SET ON THE HIGHEST
 GC0486'POINT AND NEAR THE CENTER OF THE HILL DRILLED IN THE TOP OF AN
 GC0486'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2280 ***********************************************************************
 GC2280  DESIGNATION -  SHWAB AZ MK
 GC2280  PID         -  GC2280
 GC2280  STATE/COUNTY-  TN/DAVIDSON
 GC2280  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2280
 GC2280                         *CURRENT SURVEY CONTROL
 GC2280  ___________________________________________________________________
 GC2280* NAD 83(1995)-  36 12 23.87754(N)    086 46 46.44829(W)     ADJUSTED  
 GC2280* NAVD 88     -       146.1    (meters)     479.     (feet)  VERTCON   
 GC2280  ___________________________________________________________________
 GC2280  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GC2280  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2280
 GC2280  HORZ ORDER  -  SECOND
 GC2280
 GC2280.The horizontal coordinates were established by classical geodetic methods
 GC2280.and adjusted by the National Geodetic Survey in April 1999..
 GC2280
 GC2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2280
 GC2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2280
 GC2280.The geoid height was determined by GEOID03.
 GC2280
 GC2280;                    North         East     Units Scale Factor Converg.
 GC2280;SPC TN       -   208,121.875   529,897.889   MT  0.99996948   -0 27 23.0
 GC2280;SPC TN       -   682,813.18  1,738,506.66   sFT  0.99996948   -0 27 23.0
 GC2280;UTM  16      - 4,006,889.946   519,814.983   MT  0.99960484   +0 07 48.8
 GC2280
 GC2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2280!SPC TN       -   0.99998168  x   0.99996948  =   0.99995116
 GC2280!UTM  16      -   0.99998168  x   0.99960484  =   0.99958653
 GC2280
 GC2280|---------------------------------------------------------------------|
 GC2280| PID    Reference Object                     Distance      Geod. Az  |
 GC2280|                                                           dddmmss.s |
 GC2280| GC2288 42 F 751                            271.259 METERS 09021     |
 GC2280| GC0486 SHWAB                               APPROX. 1.0 KM 1502716.1 |
 GC2280|---------------------------------------------------------------------|
 GC2280
 GC2280                          SUPERSEDED SURVEY CONTROL
 GC2280
 GC2280  NAD 83(1995)-  36 12 23.87943(N)    086 46 46.45022(W) AD(       ) 2
 GC2280  NAD 83(1995)-  36 12 23.88189(N)    086 46 46.45063(W) AD(       ) 2
 GC2280  NAD 83(1986)-  36 12 23.88776(N)    086 46 46.45141(W) AD(       ) 2
 GC2280  NAD 27      -  36 12 23.68720(N)    086 46 46.45690(W) AD(       ) 2
 GC2280  NGVD 29 (07/19/86)  146.1    (m)          479.     (f) VERT ANG       
 GC2280
 GC2280.Superseded values are not recommended for survey control.
 GC2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2280.See file dsdata.txt to determine how the superseded data were derived.
 GC2280
 GC2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1981506890(NAD 83)
 GC2280_MARKER: DZ = AZIMUTH MARK DISK
 GC2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2280_MARK LOGO: CGS   
 GC2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2280+STABILITY: SURFACE MOTION
 GC2280
 GC2280  HISTORY     - Date     Condition        Report By
 GC2280  HISTORY     - 1959     MONUMENTED       CGS
 GC2280
 GC2280                          STATION DESCRIPTION
 GC2280
 GC2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2280'SEE STATION SHWAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0487 ***********************************************************************
 GC0487  DESIGNATION -  SHWAB RM 1
 GC0487  PID         -  GC0487
 GC0487  STATE/COUNTY-  TN/DAVIDSON
 GC0487  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0487
 GC0487                         *CURRENT SURVEY CONTROL
 GC0487  ___________________________________________________________________
 GC0487* NAD 83(1986)-  36 11 56.     (N)    086 46 27.     (W)     SCALED    
 GC0487* NAVD 88     -       178.577  (meters)     585.88   (feet)  ADJUSTED  
 GC0487  ___________________________________________________________________
 GC0487  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0487  DYNAMIC HT  -         178.425 (meters)     585.38  (feet)  COMP
 GC0487  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0487
 GC0487  VERT ORDER  -  SECOND    CLASS 0
 GC0487
 GC0487.The horizontal coordinates were scaled from a topographic map and have
 GC0487.an estimated accuracy of +/- 6 seconds.
 GC0487
 GC0487.The orthometric height was determined by differential leveling
 GC0487.and adjusted by the National Geodetic Survey in June 1991..
 GC0487
 GC0487.The geoid height was determined by GEOID03.
 GC0487
 GC0487.The dynamic height is computed by dividing the NAVD 88
 GC0487.geopotential number by the normal gravity value computed on the
 GC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0487.degrees latitude (g = 980.6199 gals.).
 GC0487
 GC0487.The modeled gravity was interpolated from observed gravity values.
 GC0487
 GC0487;                    North         East    Units  Estimated Accuracy
 GC0487;SPC TN       -   207,260.      530,380.      MT  (+/- 180 meters Scaled)
 GC0487
 GC0487                          SUPERSEDED SURVEY CONTROL
 GC0487
 GC0487  NGVD 29 (??/??/92)  178.607  (m)          585.98   (f) ADJ UNCH    2 0
 GC0487
 GC0487.Superseded values are not recommended for survey control.
 GC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0487.See file dsdata.txt to determine how the superseded data were derived.
 GC0487
 GC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF203060(NAD 83)
 GC0487_MARKER: DR = REFERENCE MARK DISK
 GC0487_SETTING: 66 = SET IN ROCK OUTCROP
 GC0487_SP_SET: BEDROCK
 GC0487_STAMPING: SHWAB NO 1 1959
 GC0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0487+STABILITY: POSITION/ELEVATION WELL
 GC0487
 GC0487  HISTORY     - Date     Condition        Report By
 GC0487  HISTORY     - 1959     MONUMENTED       CGS
 GC0487  HISTORY     - 1960     GOOD             NGS
 GC0487
 GC0487                          STATION DESCRIPTION
 GC0487
 GC0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0487'IN NASHVILLE.
 GC0487'THIS MARK IS LOCATED AT THE SHWAB 1959 STATION SITE, 41.3 FT.
 GC0487'SOUTHEAST OF THE STATION MARK DRILLED IN THE TOP OF AN
 GC0487'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0485 ***********************************************************************
 GC0485  DESIGNATION -  SHWAB RM 2
 GC0485  PID         -  GC0485
 GC0485  STATE/COUNTY-  TN/DAVIDSON
 GC0485  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0485
 GC0485                         *CURRENT SURVEY CONTROL
 GC0485  ___________________________________________________________________
 GC0485* NAD 83(1986)-  36 11 56.     (N)    086 46 27.     (W)     SCALED    
 GC0485* NAVD 88     -       178.335  (meters)     585.09   (feet)  ADJUSTED  
 GC0485  ___________________________________________________________________
 GC0485  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0485  DYNAMIC HT  -         178.182 (meters)     584.59  (feet)  COMP
 GC0485  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0485
 GC0485  VERT ORDER  -  SECOND    CLASS 0
 GC0485
 GC0485.The horizontal coordinates were scaled from a topographic map and have
 GC0485.an estimated accuracy of +/- 6 seconds.
 GC0485
 GC0485.The orthometric height was determined by differential leveling
 GC0485.and adjusted by the National Geodetic Survey in June 1991..
 GC0485
 GC0485.The geoid height was determined by GEOID03.
 GC0485
 GC0485.The dynamic height is computed by dividing the NAVD 88
 GC0485.geopotential number by the normal gravity value computed on the
 GC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0485.degrees latitude (g = 980.6199 gals.).
 GC0485
 GC0485.The modeled gravity was interpolated from observed gravity values.
 GC0485
 GC0485;                    North         East    Units  Estimated Accuracy
 GC0485;SPC TN       -   207,260.      530,380.      MT  (+/- 180 meters Scaled)
 GC0485
 GC0485                          SUPERSEDED SURVEY CONTROL
 GC0485
 GC0485  NGVD 29 (??/??/92)  178.364  (m)          585.18   (f) ADJ UNCH    2 0
 GC0485
 GC0485.Superseded values are not recommended for survey control.
 GC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0485.See file dsdata.txt to determine how the superseded data were derived.
 GC0485
 GC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF203060(NAD 83)
 GC0485_MARKER: DR = REFERENCE MARK DISK
 GC0485_SETTING: 66 = SET IN ROCK OUTCROP
 GC0485_SP_SET: BEDROCK
 GC0485_STAMPING: SHWAB NO 2 1959
 GC0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0485+STABILITY: POSITION/ELEVATION WELL
 GC0485
 GC0485  HISTORY     - Date     Condition        Report By
 GC0485  HISTORY     - 1959     MONUMENTED       CGS
 GC0485  HISTORY     - 1960     GOOD             NGS
 GC0485
 GC0485                          STATION DESCRIPTION
 GC0485
 GC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0485'IN NASHVILLE.
 GC0485'THIS MARK IS LOCATED AT THE SHWAB 1959 STATION SITE, 70.8 FT.
 GC0485'NORTH OF THE STATION MARK DRILLED IN THE TOP OF AN OUTCROPPING
 GC0485'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2521 ***********************************************************************
 GA2521  DESIGNATION -  SIDE
 GA2521  PID         -  GA2521
 GA2521  STATE/COUNTY-  TN/UNION
 GA2521  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2521
 GA2521                         *CURRENT SURVEY CONTROL
 GA2521  ___________________________________________________________________
 GA2521* NAD 83(1995)-  36 20 31.09803(N)    083 44 33.62087(W)     ADJUSTED  
 GA2521* NAVD 88     -       342.795  (meters)    1124.65   (feet)  ADJUSTED  
 GA2521  ___________________________________________________________________
 GA2521  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GA2521  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2521  DYNAMIC HT  -         342.487 (meters)    1123.64  (feet)  COMP
 GA2521  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA2521
 GA2521  HORZ ORDER  -  SECOND
 GA2521  VERT ORDER  -  SECOND    CLASS 0
 GA2521
 GA2521.The horizontal coordinates were established by classical geodetic methods
 GA2521.and adjusted by the National Geodetic Survey in April 1999..
 GA2521
 GA2521.The orthometric height was determined by differential leveling
 GA2521.and adjusted by the National Geodetic Survey in June 1991..
 GA2521
 GA2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2521
 GA2521.The geoid height was determined by GEOID03.
 GA2521
 GA2521.The dynamic height is computed by dividing the NAVD 88
 GA2521.geopotential number by the normal gravity value computed on the
 GA2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2521.degrees latitude (g = 980.6199 gals.).
 GA2521
 GA2521.The modeled gravity was interpolated from observed gravity values.
 GA2521
 GA2521;                    North         East     Units Scale Factor Converg.
 GA2521;SPC TN       -   225,197.010   802,626.161   MT  0.99998760   +1 19 17.5
 GA2521;SPC TN       -   738,833.86  2,633,282.66   sFT  0.99998760   +1 19 17.5
 GA2521;UTM  17      - 4,025,371.986   253,852.845   MT  1.00034657   -1 37 34.1
 GA2521
 GA2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2521!SPC TN       -   0.99995102  x   0.99998760  =   0.99993862
 GA2521!UTM  17      -   0.99995102  x   1.00034657  =   1.00029757
 GA2521
 GA2521|---------------------------------------------------------------------|
 GA2521| PID    Reference Object                     Distance      Geod. Az  |
 GA2521|                                                           dddmmss.s |
 GA2521| GA2520 SIDE RM 1                            30.105 METERS 01938     |
 GA2521| DC2399 SIDE AZ MK                                         1895330.8 |
 GA2521| GA3563 HUSTON                              APPROX. 2.5 KM 1991209.9 |
 GA2521| GA2522 SIDE RM 2                            21.750 METERS 20919     |
 GA2521|---------------------------------------------------------------------|
 GA2521
 GA2521                          SUPERSEDED SURVEY CONTROL
 GA2521
 GA2521  NAD 83(1995)-  36 20 31.10183(N)    083 44 33.62261(W) AD(       ) 2
 GA2521  NAD 83(1995)-  36 20 31.10218(N)    083 44 33.61889(W) AD(       ) 2
 GA2521  NAD 83(1995)-  36 20 31.10638(N)    083 44 33.62249(W) AD(       ) 2
 GA2521  NAD 83(1986)-  36 20 31.10939(N)    083 44 33.62137(W) AD(       ) 2
 GA2521  NAD 27      -  36 20 30.81563(N)    083 44 33.94263(W) AD(       ) 2
 GA2521  NGVD 29 (??/??/92)  342.879  (m)         1124.93   (f) ADJ UNCH    2 0
 GA2521
 GA2521.Superseded values are not recommended for survey control.
 GA2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2521.See file dsdata.txt to determine how the superseded data were derived.
 GA2521
 GA2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5385325372(NAD 83)
 GA2521_MARKER: DD = SURVEY DISK
 GA2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2521_STAMPING: SIDE 1963
 GA2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2521+STABILITY: SURFACE MOTION
 GA2521
 GA2521  HISTORY     - Date     Condition        Report By
 GA2521  HISTORY     - 1963     MONUMENTED       TNHD
 GA2521  HISTORY     - 1964     GOOD             TNHD
 GA2521
 GA2521                          STATION DESCRIPTION
 GA2521
 GA2521'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2521'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MAYNARDVILLE.
 GA2521'
 GA2521'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 7.9
 GA2521'MILES NORTHEASTERLY
 GA2521'ON STATE ROUTE 33 TO A HIGHWAY CUT AND THE AZIMUTH MARK
 GA2521'ON THE LEFT ATOP THE CUT.
 GA2521'CONTINUE ON STATE ROUTE 33 FOR 0.15 MILE
 GA2521'TO THE STATION ON THE RIGHT.
 GA2521'
 GA2521'THE STATION IS 36 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2521'33, 17 FEET WEST OF A
 GA2521'TWIN-TRUNKED TREE, AND 2.1 FEET EAST OF A WITNESS POST
 GA2521'WITH SIGN.  IT IS A STANDARD
 GA2521'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2521'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2521'POURED ABOUT 20 INCHES
 GA2521'INTO A LARGE FISSURE IN BEDROCK, WITH NO UNDERGROUND MARK.
 GA2521'THE DISK IS
 GA2521'STAMPED SIDE 1963.
 GA2521'
 GA2521'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2521'STATE ROUTE 33, AND 15
 GA2521'FEET NORTH OF A TELEPHONE POLE WITH A WITNESS SIGN
 GA2521'ATTACHED.  IT IS A STANDARD
 GA2521'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2521'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2521'AND THE DISK IS STAMPED
 GA2521'SIDE RM-1 1963.
 GA2521'
 GA2521'REFERENCE MARK NO. 2 IS 17 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2521'STATE ROUTE 33.  IT IS A
 GA2521'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2521'10-INCH, SQUARE, FLUSH,
 GA2521'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA2521'SIDE RM-2 1963.
 GA2521'
 GA2521'THE AZIMUTH MARK IS ABOUT 200 FEET SOUTH OF A SMALL LOG HOUSE, 2.3
 GA2521'FEET SOUTH OF A WITNESS
 GA2521'POST WITH SIGN, AND 2 FEET NORTHWEST OF A POWER POLE.
 GA2521'IT IS A STANDARD TENNESSEE
 GA2521'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA2521'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2521'IS STAMPED SIDE AZI
 GA2521'1963.
 GA2521'
 GA2521'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2521'
 GA2521'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2521
 GA2521                          STATION RECOVERY (1964)
 GA2521
 GA2521'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2521'8 MI NE FROM MAYNARDVILLE.
 GA2521'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2521'33 FOR 7.9 MILES TO A HIGHWAY CUT, CONTINUE STRAIGHT AHEAD FOR
 GA2521'0.15 MILE TO THE STATION ON THE RIGHT.  THE STATION MARK IS 36
 GA2521'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 17 FEET
 GA2521'WEST OF A TWIN-TRUNKED TREE AND 2.1 FEET EAST OF A METAL WITNESS
 GA2521'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2521'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT POURED ABOUT
 GA2521'20 INCHES INTO A LARGE FISSURE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1494 ***********************************************************************
 GC1494  DESIGNATION -  SIDE
 GC1494  PID         -  GC1494
 GC1494  STATE/COUNTY-  TN/CHEATHAM
 GC1494  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1494
 GC1494                         *CURRENT SURVEY CONTROL
 GC1494  ___________________________________________________________________
 GC1494* NAD 83(1995)-  36 05 15.49415(N)    087 03 05.08130(W)     ADJUSTED  
 GC1494* NAVD 88     -       208.373  (meters)     683.64   (feet)  ADJUSTED  
 GC1494  ___________________________________________________________________
 GC1494  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GC1494  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1494  DYNAMIC HT  -         208.194 (meters)     683.05  (feet)  COMP
 GC1494  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GC1494
 GC1494  HORZ ORDER  -  SECOND
 GC1494  VERT ORDER  -  SECOND    CLASS 0
 GC1494
 GC1494.The horizontal coordinates were established by classical geodetic methods
 GC1494.and adjusted by the National Geodetic Survey in April 1999..
 GC1494
 GC1494.The orthometric height was determined by differential leveling
 GC1494.and adjusted by the National Geodetic Survey in June 1991..
 GC1494
 GC1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1494
 GC1494.The geoid height was determined by GEOID03.
 GC1494
 GC1494.The dynamic height is computed by dividing the NAVD 88
 GC1494.geopotential number by the normal gravity value computed on the
 GC1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1494.degrees latitude (g = 980.6199 gals.).
 GC1494
 GC1494.The modeled gravity was interpolated from observed gravity values.
 GC1494
 GC1494;                    North         East     Units Scale Factor Converg.
 GC1494;SPC TN       -   195,147.853   505,311.645   MT  0.99995816   -0 36 55.9
 GC1494;SPC TN       -   640,247.58  1,657,843.29   sFT  0.99995816   -0 36 55.9
 GC1494;UTM  16      - 3,993,670.001   495,371.538   MT  0.99960026   -0 01 49.0
 GC1494
 GC1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1494!SPC TN       -   0.99997185  x   0.99995816  =   0.99993001
 GC1494!UTM  16      -   0.99997185  x   0.99960026  =   0.99957212
 GC1494
 GC1494|---------------------------------------------------------------------|
 GC1494| PID    Reference Object                     Distance      Geod. Az  |
 GC1494|                                                           dddmmss.s |
 GC1494| GC1496 SIDE RM 2                            16.563 METERS 03036     |
 GC1494| GC1495 SIDE RM 1                            21.096 METERS 12309     |
 GC1494| GC1498 SIDE AZ MK                                         2653856.0 |
 GC1494|---------------------------------------------------------------------|
 GC1494
 GC1494                          SUPERSEDED SURVEY CONTROL
 GC1494
 GC1494  NAD 83(1995)-  36 05 15.49601(N)    087 03 05.08368(W) AD(       ) 2
 GC1494  NAD 83(1995)-  36 05 15.49689(N)    087 03 05.08396(W) AD(       ) 2
 GC1494  NAD 83(1986)-  36 05 15.50462(N)    087 03 05.08448(W) AD(       ) 2
 GC1494  NAD 27      -  36 05 15.28760(N)    087 03 05.06980(W) AD(       ) 2
 GC1494  NGVD 29 (??/??/92)  208.392  (m)          683.70   (f) ADJ UNCH    2 0
 GC1494
 GC1494.Superseded values are not recommended for survey control.
 GC1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1494.See file dsdata.txt to determine how the superseded data were derived.
 GC1494
 GC1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9537293670(NAD 83)
 GC1494_MARKER: DE = TRAVERSE STATION DISK
 GC1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1494_STAMPING: SIDE 1959
 GC1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1494+STABILITY: SURFACE MOTION
 GC1494
 GC1494  HISTORY     - Date     Condition        Report By
 GC1494  HISTORY     - 1959     MONUMENTED       CGS
 GC1494  HISTORY     - 1959     GOOD             CGS
 GC1494
 GC1494                          STATION DESCRIPTION
 GC1494
 GC1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1494'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF KINGSTON
 GC1494'SPRINGS, ABOUT 1 MILE SOUTH OF PEGRAM AND ON THE NORTH SIDE OF THE
 GC1494'INTERSTATE HIGHWAY WHICH IS THE PROPERTY OF THE STATE HIGHWAY
 GC1494'DEPARTMENT.
 GC1494'
 GC1494'TO REACH FROM THE MAIN CROSSROAD JUST EAST OF THE POST OFFICE IN
 GC1494'PEGRAM, GO SOUTH ACROSS RAILROAD TRACKS, THENCE WESTERLY ON A
 GC1494'BLACK TOP ROAD FOR 0.2 MILE TO 3 MAIL BOXES ON THE RIGHT AND A SIDE
 GC1494'ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.3 MILE TO A STEEL BRIDGE
 GC1494'OVER THE HARPETH RIVER, CONTINUE SOUTH AND SOUTHEAST ON A GRAVELED
 GC1494'ROAD FOR 0.7 MILE TO THE NORTHERN RIGHT-OF-WAY OF THE INTERSTATE
 GC1494'HIGHWAY, (NOW UNDER CONSTRUCTION) THENCE BEAR LEFT ALONG THE NORTH
 GC1494'SIDE OF THE INTERSTATE HIGHWAY FOR ABOUT 0.15 MILE TO THE TOP OF
 GC1494'THE KNOLL AND STATION SITE.
 GC1494'
 GC1494'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED SIDE 1959. THE
 GC1494'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC1494'WITH THE SURFACE OF THE GROUND. IT IS 4 FEET SOUTH-SOUTHEAST OF A
 GC1494'WITNESS SIGN.
 GC1494'
 GC1494'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC1494'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED SIDE
 GC1494'1959.
 GC1494'
 GC1494'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED SIDE NO 1
 GC1494'1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC1494'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4 FEET SOUTHWEST
 GC1494'OF A 8-INCH ELM TREE AND ABOUT 3 FEET LOWER THAN THE STATION
 GC1494'MARK.
 GC1494'
 GC1494'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED SIDE NO 2
 GC1494'1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC1494'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15 FEET WEST OF
 GC1494'A TWIN TRUNK OAK TREE AND 12 FEET EAST-NORTHEAST OF A 10-INCH
 GC1494'HICKORY TREE.
 GC1494'
 GC1494'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED SIDE 1959. THE
 GC1494'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 GC1494'INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 51 FEET WEST OF A
 GC1494'BRACED FENCE POST, 2 FEET WEST-NORTHWEST OF A WITNESS SIGN AND 1-1/2
 GC1494'FEET NORTH OF A FENCE.
 GC1494'
 GC1494'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE INTERSTATE
 GC1494'HIGHWAY (NOW UNDER CONSTRUCTION) FOR 0.5 MILE TO THE AZIMUTH MARK
 GC1494'ON THE SOUTH SIDE OF THE INTERSTATE HIGHWAY.
 GC1494'
 GC1494'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GC1494
 GC1494                          STATION RECOVERY (1959)
 GC1494
 GC1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1494'4.2 MI SE FROM KINGSTON SPRINGS.
 GC1494'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1494'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1494'ROAD, THENCE 2.35 MILES EAST ON THE INTERSTATE HIGHWAY TO A
 GC1494'TRACK ROAD LEADING UP THE SIDE OF A STEEP HILL, FOLLOW THE
 GC1494'TRACK ROAD FOR 0.15 MILE TO THE CREST OF A HILL, THE STATION
 GC1494'MARK IS 4 FT. SOUTH-SOUTHEAST OF A WITNESS POST, A DISK SET IN
 GC1494'THE TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF
 GC1494'THE GROUND AND ABOUT 100 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1498 ***********************************************************************
 GC1498  DESIGNATION -  SIDE AZ MK
 GC1498  PID         -  GC1498
 GC1498  STATE/COUNTY-  TN/CHEATHAM
 GC1498  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1498
 GC1498                         *CURRENT SURVEY CONTROL
 GC1498  ___________________________________________________________________
 GC1498* NAD 83(1986)-  36 05 14.     (N)    087 03 34.     (W)     SCALED    
 GC1498* NAVD 88     -       156.182  (meters)     512.41   (feet)  ADJUSTED  
 GC1498  ___________________________________________________________________
 GC1498  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1498  DYNAMIC HT  -         156.047 (meters)     511.96  (feet)  COMP
 GC1498  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 GC1498
 GC1498  VERT ORDER  -  SECOND    CLASS 0
 GC1498
 GC1498.The horizontal coordinates were scaled from a topographic map and have
 GC1498.an estimated accuracy of +/- 6 seconds.
 GC1498
 GC1498.The orthometric height was determined by differential leveling
 GC1498.and adjusted by the National Geodetic Survey in June 1991..
 GC1498
 GC1498.The geoid height was determined by GEOID03.
 GC1498
 GC1498.The dynamic height is computed by dividing the NAVD 88
 GC1498.geopotential number by the normal gravity value computed on the
 GC1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1498.degrees latitude (g = 980.6199 gals.).
 GC1498
 GC1498.The modeled gravity was interpolated from observed gravity values.
 GC1498
 GC1498;                    North         East    Units  Estimated Accuracy
 GC1498;SPC TN       -   195,110.      504,590.      MT  (+/- 180 meters Scaled)
 GC1498
 GC1498                          SUPERSEDED SURVEY CONTROL
 GC1498
 GC1498  NGVD 29 (??/??/92)  156.200  (m)          512.47   (f) ADJ UNCH    2 0
 GC1498
 GC1498.Superseded values are not recommended for survey control.
 GC1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1498.See file dsdata.txt to determine how the superseded data were derived.
 GC1498
 GC1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE946936(NAD 83)
 GC1498_MARKER: DZ = AZIMUTH MARK DISK
 GC1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1498_STAMPING: SIDE 1959
 GC1498_MARK LOGO: CGS   
 GC1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1498+STABILITY: SURFACE MOTION
 GC1498
 GC1498  HISTORY     - Date     Condition        Report By
 GC1498  HISTORY     - 1959     MONUMENTED       CGS
 GC1498
 GC1498                          STATION DESCRIPTION
 GC1498
 GC1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1498'3.6 MI SE FROM KINGSTON SPRINGS.
 GC1498'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1498'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1498'ROAD, THENCE 1.85 MILES EAST ON THE INTERSTATE HIGHWAY, 51 FT.
 GC1498'WEST OF A BRACED FENCE POST, 2 FT. WEST-NORTHWEST OF A WITNESS
 GC1498'SIGN AND 1.5 FT. NORTH OF A FENCE, A DISK SET IN TOP OF A
 GC1498'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2520 ***********************************************************************
 GA2520  DESIGNATION -  SIDE RM 1
 GA2520  PID         -  GA2520
 GA2520  STATE/COUNTY-  TN/UNION
 GA2520  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2520
 GA2520                         *CURRENT SURVEY CONTROL
 GA2520  ___________________________________________________________________
 GA2520* NAD 83(1986)-  36 20 31.     (N)    083 44 34.     (W)     SCALED    
 GA2520* NAVD 88     -       343.372  (meters)    1126.55   (feet)  ADJUSTED  
 GA2520  ___________________________________________________________________
 GA2520  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2520  DYNAMIC HT  -         343.063 (meters)    1125.53  (feet)  COMP
 GA2520  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2520
 GA2520  VERT ORDER  -  SECOND    CLASS 0
 GA2520
 GA2520.The horizontal coordinates were scaled from a topographic map and have
 GA2520.an estimated accuracy of +/- 6 seconds.
 GA2520
 GA2520.The orthometric height was determined by differential leveling
 GA2520.and adjusted by the National Geodetic Survey in June 1991..
 GA2520
 GA2520.The geoid height was determined by GEOID03.
 GA2520
 GA2520.The dynamic height is computed by dividing the NAVD 88
 GA2520.geopotential number by the normal gravity value computed on the
 GA2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2520.degrees latitude (g = 980.6199 gals.).
 GA2520
 GA2520.The modeled gravity was interpolated from observed gravity values.
 GA2520
 GA2520;                    North         East    Units  Estimated Accuracy
 GA2520;SPC TN       -   225,190.      802,620.      MT  (+/- 180 meters Scaled)
 GA2520
 GA2520                          SUPERSEDED SURVEY CONTROL
 GA2520
 GA2520  NGVD 29 (??/??/92)  343.456  (m)         1126.82   (f) ADJ UNCH    2 0
 GA2520
 GA2520.Superseded values are not recommended for survey control.
 GA2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2520.See file dsdata.txt to determine how the superseded data were derived.
 GA2520
 GA2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA538253(NAD 83)
 GA2520_MARKER: DD = SURVEY DISK
 GA2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2520_STAMPING: SIDE RM-1 1963
 GA2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2520+STABILITY: SURFACE MOTION
 GA2520
 GA2520  HISTORY     - Date     Condition        Report By
 GA2520  HISTORY     - 1963     MONUMENTED       TNHD
 GA2520  HISTORY     - 1964     GOOD             TNHD
 GA2520
 GA2520                          STATION DESCRIPTION
 GA2520
 GA2520'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2520'8 MI NE FROM MAYNARDVILLE.
 GA2520'THIS MARK IS LOCATED AT THE SIDE 1963 STATION SITE, 32 FEET EAST
 GA2520'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 15 FEET NORTH OF A
 GA2520'TELEPHONE POLE WITH A WITNESS SIGN ATTACHED, AND 99 FEET NORTH OF
 GA2520'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2520'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2520'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1495 ***********************************************************************
 GC1495  DESIGNATION -  SIDE RM 1
 GC1495  PID         -  GC1495
 GC1495  STATE/COUNTY-  TN/CHEATHAM
 GC1495  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1495
 GC1495                         *CURRENT SURVEY CONTROL
 GC1495  ___________________________________________________________________
 GC1495* NAD 83(1986)-  36 05 15.     (N)    087 03 05.     (W)     SCALED    
 GC1495* NAVD 88     -       206.472  (meters)     677.40   (feet)  ADJUSTED  
 GC1495  ___________________________________________________________________
 GC1495  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1495  DYNAMIC HT  -         206.294 (meters)     676.82  (feet)  COMP
 GC1495  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GC1495
 GC1495  VERT ORDER  -  SECOND    CLASS 0
 GC1495
 GC1495.The horizontal coordinates were scaled from a topographic map and have
 GC1495.an estimated accuracy of +/- 6 seconds.
 GC1495
 GC1495.The orthometric height was determined by differential leveling
 GC1495.and adjusted by the National Geodetic Survey in June 1991..
 GC1495
 GC1495.The geoid height was determined by GEOID03.
 GC1495
 GC1495.The dynamic height is computed by dividing the NAVD 88
 GC1495.geopotential number by the normal gravity value computed on the
 GC1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1495.degrees latitude (g = 980.6199 gals.).
 GC1495
 GC1495.The modeled gravity was interpolated from observed gravity values.
 GC1495
 GC1495;                    North         East    Units  Estimated Accuracy
 GC1495;SPC TN       -   195,130.      505,310.      MT  (+/- 180 meters Scaled)
 GC1495
 GC1495                          SUPERSEDED SURVEY CONTROL
 GC1495
 GC1495  NGVD 29 (??/??/92)  206.491  (m)          677.46   (f) ADJ UNCH    2 0
 GC1495
 GC1495.Superseded values are not recommended for survey control.
 GC1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1495.See file dsdata.txt to determine how the superseded data were derived.
 GC1495
 GC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE953936(NAD 83)
 GC1495_MARKER: DR = REFERENCE MARK DISK
 GC1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1495_STAMPING: SIDE NO 1 1959
 GC1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1495+STABILITY: SURFACE MOTION
 GC1495
 GC1495  HISTORY     - Date     Condition        Report By
 GC1495  HISTORY     - 1959     MONUMENTED       CGS
 GC1495
 GC1495                          STATION DESCRIPTION
 GC1495
 GC1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1495'4.2 MI SE FROM KINGSTON SPRINGS.
 GC1495'THIS MARK IS LOCATED AT THE SIDE 1959 STATION SITE, 69.2 FT.
 GC1495'SOUTHEAST OF THE STATION MARK, 4 FT. SOUTHWEST OF AN 8-INCH ELM
 GC1495'TREE, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC1495'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2522 ***********************************************************************
 GA2522  DESIGNATION -  SIDE RM 2
 GA2522  PID         -  GA2522
 GA2522  STATE/COUNTY-  TN/UNION
 GA2522  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2522
 GA2522                         *CURRENT SURVEY CONTROL
 GA2522  ___________________________________________________________________
 GA2522* NAD 83(1986)-  36 20 31.     (N)    083 44 34.     (W)     SCALED    
 GA2522* NAVD 88     -       343.391  (meters)    1126.61   (feet)  ADJUSTED  
 GA2522  ___________________________________________________________________
 GA2522  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2522  DYNAMIC HT  -         343.082 (meters)    1125.59  (feet)  COMP
 GA2522  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2522
 GA2522  VERT ORDER  -  SECOND    CLASS 0
 GA2522
 GA2522.The horizontal coordinates were scaled from a topographic map and have
 GA2522.an estimated accuracy of +/- 6 seconds.
 GA2522
 GA2522.The orthometric height was determined by differential leveling
 GA2522.and adjusted by the National Geodetic Survey in June 1991..
 GA2522
 GA2522.The geoid height was determined by GEOID03.
 GA2522
 GA2522.The dynamic height is computed by dividing the NAVD 88
 GA2522.geopotential number by the normal gravity value computed on the
 GA2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2522.degrees latitude (g = 980.6199 gals.).
 GA2522
 GA2522.The modeled gravity was interpolated from observed gravity values.
 GA2522
 GA2522;                    North         East    Units  Estimated Accuracy
 GA2522;SPC TN       -   225,190.      802,620.      MT  (+/- 180 meters Scaled)
 GA2522
 GA2522                          SUPERSEDED SURVEY CONTROL
 GA2522
 GA2522  NGVD 29 (??/??/92)  343.475  (m)         1126.88   (f) ADJ UNCH    2 0
 GA2522
 GA2522.Superseded values are not recommended for survey control.
 GA2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2522.See file dsdata.txt to determine how the superseded data were derived.
 GA2522
 GA2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA538253(NAD 83)
 GA2522_MARKER: DD = SURVEY DISK
 GA2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2522_STAMPING: SIDE RM-2 1963
 GA2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2522+STABILITY: SURFACE MOTION
 GA2522
 GA2522  HISTORY     - Date     Condition        Report By
 GA2522  HISTORY     - 1963     MONUMENTED       TNHD
 GA2522  HISTORY     - 1964     GOOD             TNHD
 GA2522
 GA2522                          STATION DESCRIPTION
 GA2522
 GA2522'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2522'8 MI NE FROM MAYNARDVILLE.
 GA2522'THIS MARK IS LOCATED AT THE SIDE 1963 STATION SITE, 17 FEET EAST
 GA2522'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 71 FEET SOUTHWEST
 GA2522'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2522'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2522'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1496 ***********************************************************************
 GC1496  DESIGNATION -  SIDE RM 2
 GC1496  PID         -  GC1496
 GC1496  STATE/COUNTY-  TN/CHEATHAM
 GC1496  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1496
 GC1496                         *CURRENT SURVEY CONTROL
 GC1496  ___________________________________________________________________
 GC1496* NAD 83(1986)-  36 05 15.     (N)    087 03 05.     (W)     SCALED    
 GC1496* NAVD 88     -       210.394  (meters)     690.27   (feet)  ADJUSTED  
 GC1496  ___________________________________________________________________
 GC1496  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1496  DYNAMIC HT  -         210.213 (meters)     689.67  (feet)  COMP
 GC1496  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 GC1496
 GC1496  VERT ORDER  -  SECOND    CLASS 0
 GC1496
 GC1496.The horizontal coordinates were scaled from a topographic map and have
 GC1496.an estimated accuracy of +/- 6 seconds.
 GC1496
 GC1496.The orthometric height was determined by differential leveling
 GC1496.and adjusted by the National Geodetic Survey in June 1991..
 GC1496
 GC1496.The geoid height was determined by GEOID03.
 GC1496
 GC1496.The dynamic height is computed by dividing the NAVD 88
 GC1496.geopotential number by the normal gravity value computed on the
 GC1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1496.degrees latitude (g = 980.6199 gals.).
 GC1496
 GC1496.The modeled gravity was interpolated from observed gravity values.
 GC1496
 GC1496;                    North         East    Units  Estimated Accuracy
 GC1496;SPC TN       -   195,130.      505,310.      MT  (+/- 180 meters Scaled)
 GC1496
 GC1496                          SUPERSEDED SURVEY CONTROL
 GC1496
 GC1496  NGVD 29 (??/??/92)  210.413  (m)          690.33   (f) ADJ UNCH    2 0
 GC1496
 GC1496.Superseded values are not recommended for survey control.
 GC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1496.See file dsdata.txt to determine how the superseded data were derived.
 GC1496
 GC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE953936(NAD 83)
 GC1496_MARKER: DR = REFERENCE MARK DISK
 GC1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1496_STAMPING: SIDE NO 2 1959
 GC1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1496+STABILITY: SURFACE MOTION
 GC1496
 GC1496  HISTORY     - Date     Condition        Report By
 GC1496  HISTORY     - 1959     MONUMENTED       CGS
 GC1496
 GC1496                          STATION DESCRIPTION
 GC1496
 GC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1496'4.2 MI SE FROM KINGSTON SPRINGS.
 GC1496'THIS MARK IS LOCATED AT THE SIDE 1959 STATION SITE, 54.3 FT.
 GC1496'NORTHEAST OF THE STATION MARK, 15 FT. WEST OF A TWIN TRUNK OAK
 GC1496'TREE AND 12 FT. EAST-NORTHEAST OF A 10-INCH HICKORY TREE, A DISK
 GC1496'SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE
 GC1496'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1514 ***********************************************************************
 GD1514  DESIGNATION -  SIDONIA
 GD1514  PID         -  GD1514
 GD1514  STATE/COUNTY-  TN/WEAKLEY
 GD1514  USGS QUAD   -  RUTHERFORD (1985)
 GD1514
 GD1514                         *CURRENT SURVEY CONTROL
 GD1514  ___________________________________________________________________
 GD1514* NAD 83(1995)-  36 14 39.52807(N)    088 53 59.97609(W)     ADJUSTED  
 GD1514* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 GD1514  ___________________________________________________________________
 GD1514  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GD1514  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1514
 GD1514  HORZ ORDER  -  THIRD
 GD1514
 GD1514.The horizontal coordinates were established by classical geodetic methods
 GD1514.and adjusted by the National Geodetic Survey in April 1999..
 GD1514
 GD1514.The orthometric height was scaled from a topographic map.
 GD1514
 GD1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1514
 GD1514.The geoid height was determined by GEOID03.
 GD1514
 GD1514;                    North         East     Units Scale Factor Converg.
 GD1514;SPC TN       -   215,885.320   339,379.711   MT  0.99997397   -1 41 52.0
 GD1514;SPC TN       -   708,283.75  1,113,448.27   sFT  0.99997397   -1 41 52.0
 GD1514;UTM  16      - 4,012,720.856   329,278.358   MT  0.99995912   -1 07 25.0
 GD1514
 GD1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1514!SPC TN       -   0.99998559  x   0.99997397  =   0.99995956
 GD1514!UTM  16      -   0.99998559  x   0.99995912  =   0.99994471
 GD1514
 GD1514|---------------------------------------------------------------------|
 GD1514| PID    Reference Object                     Distance      Geod. Az  |
 GD1514|                                                           dddmmss.s |
 GD1514| CG4279 SIDONIA RM 1                          8.446 METERS 10800     |
 GD1514| CG4280 SIDONIA RM 2                          7.022 METERS 25418     |
 GD1514| CG4278 SIDONIA AZ MK                                      3070824.9 |
 GD1514| GD1523 BELL                                APPROX. 5.4 KM 3315653.5 |
 GD1514|---------------------------------------------------------------------|
 GD1514
 GD1514                          SUPERSEDED SURVEY CONTROL
 GD1514
 GD1514  NAD 83(1995)-  36 14 39.52997(N)    088 53 59.97771(W) AD(       ) 3
 GD1514  NAD 83(1995)-  36 14 39.53024(N)    088 53 59.97927(W) AD(       ) 3
 GD1514  NAD 83(1986)-  36 14 39.54072(N)    088 53 59.97489(W) AD(       ) 3
 GD1514  NAD 27      -  36 14 39.30420(N)    088 53 59.74440(W) AD(       ) 3
 GD1514
 GD1514.Superseded values are not recommended for survey control.
 GD1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1514.See file dsdata.txt to determine how the superseded data were derived.
 GD1514
 GD1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2927812721(NAD 83)
 GD1514_MARKER: DS = TRIANGULATION STATION DISK
 GD1514_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GD1514
 GD1514  HISTORY     - Date     Condition        Report By
 GD1514  HISTORY     - 1959     MONUMENTED       CGS
 GD1514  HISTORY     - 1964     GOOD             CGS
 GD1514  HISTORY     - 1967     GOOD             CGS
 GD1514
 GD1514                          STATION DESCRIPTION
 GD1514
 GD1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1514'THE STATION IS ABOUT 5.5 MILES WEST OF SHARON, ABOUT 0.5 MILE EAST OF
 GD1514'THE CENTER OF THE VILLAGE OF SIDONIA, ON THE NORTH SIDE OF AN
 GD1514'EAST-WEST PAVED ROAD AND ON A BANK ABOUT 15 FEET HIGHER THAN THE
 GD1514'ROAD LEVEL.  IT IS 40 FEET NORTH OF THE CENTERLINE OF THE PAVED
 GD1514'ROAD, 10 FEET NORTH OF A CUT-BANK, 8 FEET NORTH OF A WITNESS POST,
 GD1514'8 FEET NORTH OF A TELEPHONE POLE AND 101 FEET EAST OF A FENCE CORNER.
 GD1514'THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GD1514'SIDONIA 1959.
 GD1514'
 GD1514'TO REACH THE STATION FROM THE PAVED CROSSROAD IN SIDONIA, ABOUT 0.1
 GD1514'MILE EAST OF THE SIDONIA HIGH SCHOOL, GO EAST ON A PAVED ROAD FOR
 GD1514'0.35 MILE TO THE STATION ON THE LEFT.
 GD1514'
 GD1514'TO REACH THE AZIMUTH MARK FROM THE PAVED CROSSROAD IN SIDONIA, 0.1
 GD1514'MILE EAST OF THE SIDONIA HIGH SCHOOL, GO NORTH ON A PAVED ROAD FOR
 GD1514'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1514'
 GD1514'REFERENCE MARK 1 IS 28 FEET EAST OF THE TELEPHONE POLE AND THE
 GD1514'WITNESS POST, 33 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 3
 GD1514'FEET NORTH OF THE CUT-BANK.  THE MONUMENT IS FLUSH AND THE DISK
 GD1514'IS STAMPED SIDONIA NO 1 1959.
 GD1514'
 GD1514'REFERENCE MARK 2 IS 20 FEET WEST OF THE TELEPHONE POLE AND THE
 GD1514'WITNESS POST, 3 FEET NORTH OF THE CUT-BANK, 33 FEET NORTH OF THE
 GD1514'CENTERLINE OF THE PAVED ROAD AND 79 FEET EAST OF THE FENCE CORNER.
 GD1514'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SIDONIA NO 2 1959.
 GD1514'
 GD1514'THE AZIMUTH MARK IS 2 FEET EAST OF A POWER POLE, 30 FEET EAST OF THE
 GD1514'CENTERLINE OF A GRAVELED ROAD, 8 FEET NORTHEAST OF A WITNESS POST,
 GD1514'49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 28
 GD1514'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS
 GD1514'2 INCHES AND THE DISK IS STAMPED SIDONIA 1959.
 GD1514'
 GD1514'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1514
 GD1514                          STATION RECOVERY (1964)
 GD1514
 GD1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GD1514'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GD1514'EXCELLENT CONDITION.  THE STATION TO-REACH IS COMPLETELY ADEQUATE.
 GD1514'DUE TO ROAD CONSTRUCTION ALONG COUNTY ROUTE S-8221, IT WAS
 GD1514'NECESSARY TO MOVE THE AZIMUTH MARK ON A DIRECT LINE BETWEEN THE
 GD1514'STATION AND THE ORIGINAL AZIMUTH MARK A DISTANCE OF 10.83 FEET -
 GD1514'3.301 METERS.  THE HORIZONTAL ANGLE AS MEASURED FROM THE NEW
 GD1514'AZIMUTH MARK BETWEEN THE STATION AND THE ORIGINAL AZIMUTH MARK
 GD1514'WAS 180 DEG 00 MIN 00.6 SEC.  AFTER ALL MEASUREMENTS WERE MADE AND
 GD1514'CHECKED THE ORIGINAL MARK WAS DESTROYED AND THE DISK REMOVED FOR
 GD1514'SUBMISSION TO THE WASHINGTON OFFICE.
 GD1514'
 GD1514'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK ESTABLISHED THIS
 GD1514'OCCUPATION.
 GD1514'
 GD1514'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1514'FRAME HOUSE, 34 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE
 GD1514'S-8221, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1514'DRIVE, AND 8 FEET SOUTH OF A POWERLINE TRANSFORMER POLE.  IT IS A
 GD1514'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1514'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED SIDONIA
 GD1514'1959 RESET 1964.
 GD1514
 GD1514                          STATION RECOVERY (1967)
 GD1514
 GD1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1514'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1514'
 GD1514'RECOVERY NOTE, TRIANGULATION STATION WRITTEN IN 1964 HAS BEEN ENTERED
 GD1514'INTO THIS DATA.
 GD1514'
 GD1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.5 MILE
 GD1514'EAST OF SIDONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1859 ***********************************************************************
 FC1859  DESIGNATION -  SIGNAL MOUNTAIN STANDPIPE
 FC1859  PID         -  FC1859
 FC1859  STATE/COUNTY-  TN/HAMILTON
 FC1859  USGS QUAD   -  FAIRMOUNT (1988)
 FC1859
 FC1859                         *CURRENT SURVEY CONTROL
 FC1859  ___________________________________________________________________
 FC1859* NAD 83(1995)-  35 08 01.50255(N)    085 20 07.19148(W)     ADJUSTED  
 FC1859* NAVD 88     -                                                        
 FC1859  ___________________________________________________________________
 FC1859  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 FC1859  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FC1859
 FC1859  HORZ ORDER  -  THIRD
 FC1859
 FC1859.The horizontal coordinates were established by classical geodetic methods
 FC1859.and adjusted by the National Geodetic Survey in April 1999..
 FC1859
 FC1859
 FC1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1859
 FC1859.The geoid height was determined by GEOID03.
 FC1859
 FC1859;                    North         East     Units Scale Factor Converg.
 FC1859;SPC TN       -    89,012.941   660,578.422   MT  1.00002255   +0 23 20.8
 FC1859;SPC TN       -   292,036.62  2,167,247.71   sFT  1.00002255   +0 23 20.8
 FC1859;UTM  16      - 3,889,143.804   651,663.478   MT  0.99988348   +0 57 29.4
 FC1859
 FC1859                          SUPERSEDED SURVEY CONTROL
 FC1859
 FC1859  NAD 83(1995)-  35 08 01.50313(N)    085 20 07.19146(W) AD(       ) 4
 FC1859  NAD 83(1995)-  35 08 01.50293(N)    085 20 07.19269(W) AD(       ) 4
 FC1859  NAD 83(1995)-  35 08 01.50437(N)    085 20 07.19126(W) AD(       ) 4
 FC1859  NAD 83(1986)-  35 08 01.50492(N)    085 20 07.18985(W) AD(       ) 4
 FC1859  NAD 27      -  35 08 01.22000(N)    085 20 07.32000(W) AD(       ) 3
 FC1859
 FC1859.Superseded values are not recommended for survey control.
 FC1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1859.See file dsdata.txt to determine how the superseded data were derived.
 FC1859
 FC1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5166389144(NAD 83)
 FC1859_MARKER: 52 = STANDPIPE TANK
 FC1859
 FC1859  HISTORY     - Date     Condition        Report By
 FC1859  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1859
 FC1859                          STATION DESCRIPTION
 FC1859
 FC1859'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1860 ***********************************************************************
 FC1860  DESIGNATION -  SIGNAL MT ATT RELAY TOWER
 FC1860  PID         -  FC1860
 FC1860  STATE/COUNTY-  TN/HAMILTON
 FC1860  USGS QUAD   -  FAIRMOUNT (1988)
 FC1860
 FC1860                         *CURRENT SURVEY CONTROL
 FC1860  ___________________________________________________________________
 FC1860* NAD 83(1995)-  35 07 45.27341(N)    085 20 01.70131(W)     ADJUSTED  
 FC1860* NAVD 88     -                                                        
 FC1860  ___________________________________________________________________
 FC1860  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 FC1860  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FC1860
 FC1860  HORZ ORDER  -  THIRD
 FC1860
 FC1860.The horizontal coordinates were established by classical geodetic methods
 FC1860.and adjusted by the National Geodetic Survey in April 1999..
 FC1860
 FC1860
 FC1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1860
 FC1860.The geoid height was determined by GEOID03.
 FC1860
 FC1860;                    North         East     Units Scale Factor Converg.
 FC1860;SPC TN       -    88,513.744   660,720.818   MT  1.00002351   +0 23 24.1
 FC1860;SPC TN       -   290,398.84  2,167,714.88   sFT  1.00002351   +0 23 24.1
 FC1860;UTM  16      - 3,888,646.116   651,810.804   MT  0.99988403   +0 57 32.2
 FC1860
 FC1860                          SUPERSEDED SURVEY CONTROL
 FC1860
 FC1860  NAD 83(1995)-  35 07 45.27304(N)    085 20 01.70163(W) AD(       ) 4
 FC1860  NAD 83(1995)-  35 07 45.27282(N)    085 20 01.70310(W) AD(       ) 4
 FC1860  NAD 83(1995)-  35 07 45.27335(N)    085 20 01.70108(W) AD(       ) 4
 FC1860  NAD 83(1986)-  35 07 45.27385(N)    085 20 01.70028(W) AD(       ) 4
 FC1860  NAD 27      -  35 07 45.01000(N)    085 20 01.84800(W) AD(       ) 3
 FC1860
 FC1860.Superseded values are not recommended for survey control.
 FC1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1860.See file dsdata.txt to determine how the superseded data were derived.
 FC1860
 FC1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5181188646(NAD 83)
 FC1860_MARKER: 58 = CONTROL TOWER
 FC1860
 FC1860  HISTORY     - Date     Condition        Report By
 FC1860  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1860
 FC1860                          STATION DESCRIPTION
 FC1860
 FC1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1860'THE STATION IS AN ATLANTIC TELEPHONE AND TELEGRAPH RELAY TOWER
 FC1860'LOCATED IN SIGNAL MOUNTAIN, 0.6 MILE NORTHEAST OF THE POST
 FC1860'OFFICE.  IT IS 100 FEET SOUTHEAST OF U.S. HIGHWAY 127.
 FC1860'
 FC1860'THE STATION IS A LARGE FOUR LEGGED STEEL TWR SUPPORTING FOUR LARGE
 FC1860'PARABOLIC ANTENNA REFLECTORS. THE TOWER IS ABOUT 160 FEET IN HEIGHT.
 FC1860'THE TOP AND CENTER IS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2280 ***********************************************************************
 FE2280  DESIGNATION -  SILERTON
 FE2280  PID         -  FE2280
 FE2280  STATE/COUNTY-  TN/CHESTER
 FE2280  USGS QUAD   -  SILERTON (1981)
 FE2280
 FE2280                         *CURRENT SURVEY CONTROL
 FE2280  ___________________________________________________________________
 FE2280* NAD 83(1995)-  35 20 35.78119(N)    088 48 07.37846(W)     ADJUSTED  
 FE2280* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 FE2280  ___________________________________________________________________
 FE2280  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2280  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2280
 FE2280  HORZ ORDER  -  THIRD
 FE2280
 FE2280.The horizontal coordinates were established by classical geodetic methods
 FE2280.and adjusted by the National Geodetic Survey in April 1999..
 FE2280
 FE2280.The orthometric height was scaled from a topographic map.
 FE2280
 FE2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2280
 FE2280.The geoid height was determined by GEOID03.
 FE2280
 FE2280;                    North         East     Units Scale Factor Converg.
 FE2280;SPC TN       -   115,698.828   345,317.528   MT  0.99998485   -1 38 25.6
 FE2280;SPC TN       -   379,588.57  1,132,929.26   sFT  0.99998485   -1 38 25.6
 FE2280;UTM  16      - 3,912,601.772   336,240.680   MT  0.99993049   -1 02 33.6
 FE2280
 FE2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2280!SPC TN       -   0.99997757  x   0.99998485  =   0.99996242
 FE2280!UTM  16      -   0.99997757  x   0.99993049  =   0.99990806
 FE2280
 FE2280:                Primary Azimuth Mark                     Grid Az
 FE2280:SPC TN       -  SILERTON AZ MK                           209 20 05.8
 FE2280:UTM  16      -  SILERTON AZ MK                           208 44 13.8
 FE2280
 FE2280|---------------------------------------------------------------------|
 FE2280| PID    Reference Object                     Distance      Geod. Az  |
 FE2280|                                                           dddmmss.s |
 FE2280| CG4284 SILERTON AZ MK                                     2074140.2 |
 FE2280| CG4286 SILERTON RM 2                        47.363 METERS 28947     |
 FE2280| CG4285 SILERTON RM 1                        22.531 METERS 35111     |
 FE2280|---------------------------------------------------------------------|
 FE2280
 FE2280                          SUPERSEDED SURVEY CONTROL
 FE2280
 FE2280  NAD 83(1995)-  35 20 35.78854(N)    088 48 07.38241(W) AD(       ) 3
 FE2280  NAD 83(1995)-  35 20 35.78798(N)    088 48 07.38337(W) AD(       ) 3
 FE2280  NAD 83(1986)-  35 20 35.79334(N)    088 48 07.37929(W) AD(       ) 3
 FE2280  NAD 27      -  35 20 35.50200(N)    088 48 07.17300(W) AD(       ) 3
 FE2280
 FE2280.Superseded values are not recommended for survey control.
 FE2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2280.See file dsdata.txt to determine how the superseded data were derived.
 FE2280
 FE2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3624112602(NAD 83)
 FE2280_MARKER: DS = TRIANGULATION STATION DISK
 FE2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2280
 FE2280  HISTORY     - Date     Condition        Report By
 FE2280  HISTORY     - 1934     MONUMENTED       CGS
 FE2280
 FE2280                          STATION DESCRIPTION
 FE2280
 FE2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2280'NEAR COUNTY LINE, ABOUT 1/2 MILE NORTH OF SILERTON, ON GROUNDS OF
 FE2280'HICKORY GROVE METHODIST CHURCH, 22.1 FEET WEST-SOUTHWEST
 FE2280'OF SOUTHWEST CORNER OF CHURCH, AND 37 FEET NORTH-NORTHEAST OF 36-INCH
 FE2280'OAK TREE. TO REACH FROM RAILROAD CROSSING ON ROUTE 105 IN
 FE2280'SILERTON, GO NORTHWEST 0.2 MILE AND BEAR RIGHT TO TOP OF HILL TO
 FE2280'HICKORY GROVE METHODIST CHURCH AND STATION SITE. SURFACE AND
 FE2280'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2280'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FE2280'IN CONCRETE.   NO. 1 IS 37.9 FEET NORTH-NORTHWEST OF
 FE2280'NORTHWEST CORNER OF CHURCH AND 73.92 FEET FROM STATION N 8 DEG 40 MIN
 FE2280'NO. 2 IS 15 FEET NORTH OF CENTER LINE OF ROAD AND
 FE2280'155.39 FEET FROM STATION N 70 DEG 12 MIN W.  AZIMUTH MARK IS
 FE2280'22 FEET SOUTH FROM CENTER LINE OF ROUTE 105, ABOUT 28 FEET NORTH
 FE2280'OF NORTHWEST CORNER OF SILERTON BAPTIST CHURCH, IN LINE OF YOUNG ELM
 FE2280'TREES, AND 0.25 MILE FROM STATION S 27 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2527 ***********************************************************************
 GB2527  DESIGNATION -  SILICA
 GB2527  PID         -  GB2527
 GB2527  STATE/COUNTY-  TN/CAMPBELL
 GB2527  USGS QUAD   -  JACKSBORO (1991)
 GB2527
 GB2527                         *CURRENT SURVEY CONTROL
 GB2527  ___________________________________________________________________
 GB2527* NAD 83(1995)-  36 19 45.63951(N)    084 14 07.34924(W)     ADJUSTED  
 GB2527* NAVD 88     -       685.7    (meters)    2250.     (feet)  VERTCON   
 GB2527  ___________________________________________________________________
 GB2527  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 GB2527  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GB2527
 GB2527  HORZ ORDER  -  SECOND
 GB2527
 GB2527.The horizontal coordinates were established by classical geodetic methods
 GB2527.and adjusted by the National Geodetic Survey in April 1999..
 GB2527
 GB2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2527
 GB2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2527
 GB2527.The geoid height was determined by GEOID03.
 GB2527
 GB2527;                    North         East     Units Scale Factor Converg.
 GB2527;SPC TN       -   222,887.276   758,430.083   MT  0.99998568   +1 01 59.1
 GB2527;SPC TN       -   731,256.00  2,488,282.70   sFT  0.99998568   +1 01 59.1
 GB2527;UTM  16      - 4,024,027.027   748,157.899   MT  1.00035882   +1 38 19.2
 GB2527
 GB2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2527!SPC TN       -   0.99989705  x   0.99998568  =   0.99988273
 GB2527!UTM  16      -   0.99989705  x   1.00035882  =   1.00025583
 GB2527
 GB2527|---------------------------------------------------------------------|
 GB2527| PID    Reference Object                     Distance      Geod. Az  |
 GB2527|                                                           dddmmss.s |
 GB2527| DC2406 SILICA RM 1                          21.040 METERS 20933     |
 GB2527| DC2407 SILICA RM 2                          17.849 METERS 23713     |
 GB2527| DC2405 SILICA AZ MK                                       3003250.3 |
 GB2527|---------------------------------------------------------------------|
 GB2527
 GB2527                          SUPERSEDED SURVEY CONTROL
 GB2527
 GB2527  NAD 83(1995)-  36 19 45.64145(N)    084 14 07.35279(W) AD(       ) 2
 GB2527  NAD 83(1995)-  36 19 45.64655(N)    084 14 07.35499(W) AD(       ) 2
 GB2527  NAD 83(1986)-  36 19 45.64978(N)    084 14 07.35099(W) AD(       ) 2
 GB2527  NAD 27      -  36 19 45.35700(N)    084 14 07.61160(W) AD(       ) 2
 GB2527  NGVD 29 (07/19/86)  685.8    (m)         2250.     (f) VERT ANG       
 GB2527
 GB2527.Superseded values are not recommended for survey control.
 GB2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2527.See file dsdata.txt to determine how the superseded data were derived.
 GB2527
 GB2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4815824027(NAD 83)
 GB2527_MARKER: DE = TRAVERSE STATION DISK
 GB2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2527
 GB2527  HISTORY     - Date     Condition        Report By
 GB2527  HISTORY     - 1961     MONUMENTED       CGS
 GB2527  HISTORY     - 1964     MARK NOT FOUND   TNHD
 GB2527  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB2527
 GB2527                          STATION DESCRIPTION
 GB2527
 GB2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2527'THE STATION IS LOCATED ABOUT 3 MILES WEST OF JACKSBORO AND 1-1/2
 GB2527'MILES NORTH OF CARYVILLE ON
 GB2527'THE SOUTHERN END OF FORK MOUNTAIN.
 GB2527'
 GB2527'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2527'HIGHWAY 63 EAST OF
 GB2527'CARYVILLE, GO WEST ON STATE HIGHWAY 63 FOR 2.7 MILES TO A
 GB2527'SIDE ROAD RIGHT, TURN RIGHT,
 GB2527'NORTHEAST, FOR 0.1 MILE TO A RAILROAD
 GB2527'TRACK, TURN RIGHT, SOUTH, FOR ABOUT 50 YARDS TO
 GB2527'A SIDE ROAD LEFT,
 GB2527'TURN LEFT, EAST, AND GO UP MOUNTAIN ROAD FOR 0.9 MILE TO A FORK AT
 GB2527'TOP OF HILL,
 GB2527'TAKE LEFT FORK, NORTH, FOR 0.15 MILE TO A FORK, TAKE
 GB2527'RIGHT FORK, NORTHEAST, FOR 0.1
 GB2527'MILE TO A T ROAD RIGHT, TURN RIGHT,
 GB2527'EAST, FOR ABOUT 50 YARDS THEN SOUTH FOR 0.05 MILE
 GB2527'TO THE STATION ON
 GB2527'THE LEFT.
 GB2527'
 GB2527'STATION MARK IS 73 FEET SOUTHWEST OF THE EDGE OF A BANK AND 2.3 FEET
 GB2527'SOUTHWEST OF A WITNESS
 GB2527'SIGN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 GB2527'CONCRETE POST, SET FLUSH, AND
 GB2527'IS STAMPED SILICA 1961.
 GB2527'
 GB2527'REFERENCE MARK NO. 1 IS 17 FEET SOUTHWEST OF THE EDGE OF A BANK.  THE
 GB2527'MARK IS A STANDARD DISK
 GB2527'CEMENTED IN A DRILL HOLE IN A BOULDER, FLUSH, AND IS
 GB2527'STAMPED SILICA NO 1 1961.
 GB2527'
 GB2527'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF THE EDGE OF A BANK.  THE
 GB2527'MARK IS A STANDARD DISK
 GB2527'CEMENTED IN A DRILL HOLE IN A BOULDER, FLUSH, AND IS
 GB2527'STAMPED SILICA NO 2 1961.
 GB2527'
 GB2527'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A TRACK ROAD AND 13
 GB2527'FEET WEST OF A 12-INCH
 GB2527'TRIANGLE BLAZED OAK TREE.  THE MARK IS A STANDARD DISK
 GB2527'CEMENTED IN A DRILL HOLE IN
 GB2527'A BOULDER, FLUSH, AND IS STAMPED SILICA
 GB2527'1961.
 GB2527'
 GB2527'TO REACH THE AZIMUTH MARK FROM THE T ROAD RIGHT, GO WEST THEN NORTH
 GB2527'ON TRACK ROAD FOR 0.1
 GB2527'MILE TO THE MARK ON THE LEFT.
 GB2527'
 GB2527'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 GB2527
 GB2527                          STATION RECOVERY (1964)
 GB2527
 GB2527'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2527'A THOROUGH AND EXTENDED SEARCH WAS MADE FOR THE STATION AND ALL
 GB2527'MARKS.  DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY 75, IN THE AREA OF
 GB2527'THE STATION SITE, IT IS PRESUMED THAT THE STATION AND ALL MARKS
 GB2527'HAVE BEEN DESTROYED.
 GB2527
 GB2527                          STATION RECOVERY (1973)
 GB2527
 GB2527'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB2527'SILICA, AZ MK AND REFS NOT FOUND.
 GB2527'
 GB2527'BELIEVED DESTROYED BY MINING.
 GB2527'
 GB2527'REFS GONE TOO.
 GB2527'
 GB2527'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES WEST OF JACKSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0598 ***********************************************************************
 FD0598  DESIGNATION -  SILVER
 FD0598  PID         -  FD0598
 FD0598  STATE/COUNTY-  TN/MAURY
 FD0598  USGS QUAD   -  GLENDALE (1981)
 FD0598
 FD0598                         *CURRENT SURVEY CONTROL
 FD0598  ___________________________________________________________________
 FD0598* NAD 83(1995)-  35 31 05.25687(N)    086 53 58.22162(W)     ADJUSTED  
 FD0598* NAVD 88     -       242.036  (meters)     794.08   (feet)  ADJUSTED  
 FD0598  ___________________________________________________________________
 FD0598  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FD0598  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0598  DYNAMIC HT  -         241.820 (meters)     793.37  (feet)  COMP
 FD0598  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FD0598
 FD0598  HORZ ORDER  -  SECOND
 FD0598  VERT ORDER  -  SECOND    CLASS 0
 FD0598
 FD0598.The horizontal coordinates were established by classical geodetic methods
 FD0598.and adjusted by the National Geodetic Survey in April 1999..
 FD0598
 FD0598.The orthometric height was determined by differential leveling
 FD0598.and adjusted by the National Geodetic Survey in June 1991..
 FD0598
 FD0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0598
 FD0598.The geoid height was determined by GEOID03.
 FD0598
 FD0598.The dynamic height is computed by dividing the NAVD 88
 FD0598.geopotential number by the normal gravity value computed on the
 FD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0598.degrees latitude (g = 980.6199 gals.).
 FD0598
 FD0598.The modeled gravity was interpolated from observed gravity values.
 FD0598
 FD0598;                    North         East     Units Scale Factor Converg.
 FD0598;SPC TN       -   131,826.938   518,410.832   MT  0.99996352   -0 31 35.8
 FD0598;SPC TN       -   432,502.21  1,700,819.54   sFT  0.99996352   -0 31 35.8
 FD0598;UTM  16      - 3,930,508.474   509,112.065   MT  0.99960102   +0 03 30.2
 FD0598
 FD0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0598!SPC TN       -   0.99996638  x   0.99996352  =   0.99992990
 FD0598!UTM  16      -   0.99996638  x   0.99960102  =   0.99956741
 FD0598
 FD0598|---------------------------------------------------------------------|
 FD0598| PID    Reference Object                     Distance      Geod. Az  |
 FD0598|                                                           dddmmss.s |
 FD0598| FD0599 SILVER RM 2                           6.977 METERS 02256     |
 FD0598| FD0597 SILVER RM 1                           6.884 METERS 21023     |
 FD0598|---------------------------------------------------------------------|
 FD0598
 FD0598                          SUPERSEDED SURVEY CONTROL
 FD0598
 FD0598  NAD 83(1995)-  35 31 05.26048(N)    086 53 58.22346(W) AD(       ) 2
 FD0598  NAD 83(1986)-  35 31 05.26729(N)    086 53 58.22256(W) AD(       ) 2
 FD0598  NAD 27      -  35 31 05.00810(N)    086 53 58.21740(W) AD(       ) 2
 FD0598  NGVD 29 (??/??/92)  242.019  (m)          794.02   (f) ADJ UNCH    2 0
 FD0598
 FD0598.Superseded values are not recommended for survey control.
 FD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0598.See file dsdata.txt to determine how the superseded data were derived.
 FD0598
 FD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0911230508(NAD 83)
 FD0598_MARKER: DE = TRAVERSE STATION DISK
 FD0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0598_STAMPING: SILVER 1960
 FD0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0598+STABILITY: SURFACE MOTION
 FD0598
 FD0598  HISTORY     - Date     Condition        Report By
 FD0598  HISTORY     - 1960     MONUMENTED       CGS
 FD0598  HISTORY     - 1960     GOOD             CGS
 FD0598  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0598  HISTORY     - 1976     MARK NOT FOUND   NGS
 FD0598
 FD0598                          STATION DESCRIPTION
 FD0598
 FD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0598'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF COLUMBIA, 8 MILES
 FD0598'NORTHWEST OF LEWISBURG, 1
 FD0598'MILE WEST OF BRYANT STATION, ON THE SOUTHEAST SLOPE
 FD0598'OF A LONE KNOLL AND ON PROPERTY
 FD0598'OWNED BY MR AUSTIN HORN.
 FD0598'
 FD0598'TO REACH THE STATION FROM THE SCHOOL HOUSE IN BRYANT STATION WHICH IS
 FD0598'LOCATED ABOUT 8 MILES
 FD0598'NORTHWEST OF LEWISBURG ON STATE HIGHWAY NO 50, GO WEST
 FD0598'ON STATE HIGHWAY NO 50 FOR 0.65
 FD0598'MILE TO THE TOP OF GRADE AND A WIRE
 FD0598'GATE ON THE LEFT AND THE END OF TRUCK TRAVEL.
 FD0598'PACK SOUTH FOR ABOUT
 FD0598'0.1 MILE TO THE STATION.
 FD0598'
 FD0598'STATION MARK IS ABOUT 8 FEET LOWER THAN THE HIGHEST PART OF THE HILL
 FD0598'AND IS 3.6 FEET SOUTHEAST OF
 FD0598'A WITNESS SIGN.  THE MARK IS A STANDARD DISK SET IN
 FD0598'THE TOP OF A CONCRETE POST, SET
 FD0598'FLUSH AND IS STAMPED SILVER 1960.
 FD0598'
 FD0598'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0598'POST, SET FLUSH AND IS
 FD0598'STAMPED SILVER NO 1 1960.
 FD0598'
 FD0598'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0598'POST, SET FLUSH AND IS
 FD0598'STAMPED SILVER NO 2 1960.
 FD0598'
 FD0598'DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS 45.39
 FD0598'FEET.
 FD0598'
 FD0598'TRAVERSE STATION TEMA WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0598'THEREOF.
 FD0598
 FD0598                          STATION RECOVERY (1960)
 FD0598
 FD0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0598'0.7 MI NW FROM BRYANT.
 FD0598'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0598'50 FOR 0.7 MILE TO THE TOP OF A GRADE AND A WIRE GATE ON THE
 FD0598'LEFT.  THE STATION MARK IS 0.1 MILE SOUTH OF STATE HIGHWAY 50
 FD0598'AND ABOUT 8 FT. LOWER THAN THE HIGHEST POINT OF A HILL AND 3.6
 FD0598'FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0598'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FD0598
 FD0598                          STATION RECOVERY (1972)
 FD0598
 FD0598'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (S)
 FD0598'SILVER AND REF 1 AND 2 NOT FOUND.  SEARCHED FOR BUT NOT RECOVERED
 FD0598'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 FD0598'
 FD0598'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.0 MI. SE OF
 FD0598'COLUMBIA, TENN.
 FD0598
 FD0598                          STATION RECOVERY (1976)
 FD0598
 FD0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD0598'A SEARCH WAS MADE FOR THE STATION BUT NOTHING WAS FOUND WITH EXISTING
 FD0598'TIES.  THERE HAS BEEN SOME GRADING AND DIRT REMOVAL AT THE SITE AND
 FD0598'USED ON THE CONSTRUCTION OF INTERCHANGE OF INTERSTATE HIGHWAY 65.
 FD0598'IT IS VERY POSSIBLE THAT THE STATION HAS BEEN DESTROYED BY THE WORK.
 FD0598'
 FD0598'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 FD0598'OF BRYANT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1774 ***********************************************************************
 GB1774  DESIGNATION -  SILVER POINT
 GB1774  PID         -  GB1774
 GB1774  STATE/COUNTY-  TN/PUTNAM
 GB1774  USGS QUAD   -  SILVER POINT (1981)
 GB1774
 GB1774                         *CURRENT SURVEY CONTROL
 GB1774  ___________________________________________________________________
 GB1774* NAD 83(1995)-  36 05 32.93140(N)    085 44 04.25301(W)     ADJUSTED  
 GB1774* NAVD 88     -       316.768  (meters)    1039.26   (feet)  ADJUSTED  
 GB1774  ___________________________________________________________________
 GB1774  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GB1774  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1774  DYNAMIC HT  -         316.486 (meters)    1038.34  (feet)  COMP
 GB1774  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 GB1774
 GB1774  HORZ ORDER  -  THIRD
 GB1774  VERT ORDER  -  SECOND    CLASS 0
 GB1774
 GB1774.The horizontal coordinates were established by classical geodetic methods
 GB1774.and adjusted by the National Geodetic Survey in April 1999..
 GB1774
 GB1774.The orthometric height was determined by differential leveling
 GB1774.and adjusted by the National Geodetic Survey in June 1991..
 GB1774
 GB1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1774
 GB1774.The geoid height was determined by GEOID03.
 GB1774
 GB1774.The dynamic height is computed by dividing the NAVD 88
 GB1774.geopotential number by the normal gravity value computed on the
 GB1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1774.degrees latitude (g = 980.6199 gals.).
 GB1774
 GB1774.The modeled gravity was interpolated from observed gravity values.
 GB1774
 GB1774;                    North         East     Units Scale Factor Converg.
 GB1774;SPC TN       -   195,209.085   623,908.132   MT  0.99995854   +0 09 19.5
 GB1774;SPC TN       -   640,448.47  2,046,938.60   sFT  0.99995854   +0 09 19.5
 GB1774;UTM  16      - 3,994,947.238   613,924.724   MT  0.99975992   +0 44 44.0
 GB1774
 GB1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1774!SPC TN       -   0.99995491  x   0.99995854  =   0.99991346
 GB1774!UTM  16      -   0.99995491  x   0.99975992  =   0.99971484
 GB1774
 GB1774|---------------------------------------------------------------------|
 GB1774| PID    Reference Object                     Distance      Geod. Az  |
 GB1774|                                                           dddmmss.s |
 GB1774| GB1773 SILVER POINT RM 2                    57.812 METERS 04445     |
 GB1774| GB2427 BAXTER MUNICIPAL TANK               APPROX.11.3 KM 0501301.6 |
 GB1774| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.21.5 KM 0655441.5 |
 GB1774| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX.22.9 KM 0710950.7 |
 GB1774| GB1776 SILVER POINT AZ MK                                 1170644.4 |
 GB1774| GB1775 SILVER POINT RM 1                    30.971 METERS 15520     |
 GB1774| GB2426 TT 32 RCD                            23.792 METERS 25917     |
 GB1774| GB2430 APPLE RESET                         APPROX.11.5 KM 3274041.1 |
 GB1774|---------------------------------------------------------------------|
 GB1774
 GB1774                          SUPERSEDED SURVEY CONTROL
 GB1774
 GB1774  NAD 83(1995)-  36 05 32.93324(N)    085 44 04.25704(W) AD(       ) 3
 GB1774  NAD 83(1995)-  36 05 32.93343(N)    085 44 04.25631(W) AD(       ) 3
 GB1774  NAD 83(1986)-  36 05 32.94369(N)    085 44 04.25280(W) AD(       ) 3
 GB1774  NAD 27      -  36 05 32.73100(N)    085 44 04.31200(W) AD(       ) 3
 GB1774  NGVD 29 (??/??/92)  316.830  (m)         1039.47   (f) ADJ UNCH    2 0
 GB1774
 GB1774.Superseded values are not recommended for survey control.
 GB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1774.See file dsdata.txt to determine how the superseded data were derived.
 GB1774
 GB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1392594947(NAD 83)
 GB1774_MARKER: DS = TRIANGULATION STATION DISK
 GB1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1774_STAMPING: SILVER POINT 1960
 GB1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1774+STABILITY: SURFACE MOTION
 GB1774
 GB1774  HISTORY     - Date     Condition        Report By
 GB1774  HISTORY     - 1950     MONUMENTED       CGS
 GB1774  HISTORY     - 1960     GOOD             CGS
 GB1774  HISTORY     - 1960     GOOD             CGS
 GB1774  HISTORY     - 1963     MARK NOT FOUND   CGS
 GB1774  HISTORY     - 1979     MARK NOT FOUND   NGS
 GB1774  HISTORY     - 1979     MARK NOT FOUND   NGS
 GB1774  HISTORY     - 20060904 MARK NOT FOUND   INDIV
 GB1774
 GB1774                          STATION DESCRIPTION
 GB1774
 GB1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1774'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF COOKEVILLE AND 7 MILES
 GB1774'SOUTHWEST OF BAXTER ON PROPERTY OWNED BY THE SILVER POINT
 GB1774'SCHOOL. IT IS 181 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF SCHOOL,
 GB1774'145 FEET NORTHWEST OF THE INTERSECTION OF A PAVED ROAD AND GRAVEL
 GB1774'ROAD NORTHWEST AND 101 FEET EAST OF THE CENTER OF GRAVEL ROAD. THE
 GB1774'MARK IS FLUSH AND THE DISK IS STAMPED SILVER POINT 1950.
 GB1774'
 GB1774'REFERENCE MARK NO. 1 IS 45 FEET NORTHEAST OF THE INTERSECTION OF
 GB1774'PAVED ROAD AND GRAVEL ROAD NORTHWEST AND 2 FEET NORTHWEST OF
 GB1774'A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB1774'SILVER POINT NO 1 1950.
 GB1774'
 GB1774'TT 32 (USGS) BM WAS USED AS A REFERENCE MARK. IT IS 172 FEET
 GB1774'NORTHWEST OF THE INTERSECTION OF PAVED ROAD AND GRAVEL ROAD
 GB1774'NORTHWEST, 161 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL AND
 GB1774'35 FEET EAST OF THE CENTER OF GRAVEL ROAD. THE MARK IS A 6X6 INCH
 GB1774'CONCRETE POST WHICH PROJECTS 2 INCHES WITH A STANDARD USGS BENCH MARK
 GB1774'DISK ATOP STAMPED TT 32 RCD 1949.
 GB1774'
 GB1774'AZIMUTH MARK IS 38 FEET EAST OF THE NORTHEAST CORNER OF A FRAME
 GB1774'BUILDING, 22 FEET SOUTH OF THE CENTER OF PAVED ROAD, 3 FEET
 GB1774'SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT WEST OF A FENCELINE AND 1
 GB1774'FOOT SOUTH OF A TELEPHONE POLE. THE MARK PROJECTS 6 INCHES AND
 GB1774'THE DISK IS STAMPED SILVER POINT 1950.
 GB1774'
 GB1774'TO REACH THE STATION FROM THE TENNESSEE CENTRAL RAILROAD DEPOT IN
 GB1774'BAXTER, GO SOUTHWEST ON STATE HIGHWAY NO. 56 FOR 7.2 MILE TO A FORK
 GB1774'IN ROAD, TAKE RIGHT FORK AND GO WEST ON PAVED ROAD FOR 0.35 MILE TO
 GB1774'THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.25 MILE TO
 GB1774'DRIVEWAY INTO SCHOOL ON THE RIGHT AND THE STATION AS DESCRIBED.
 GB1774'
 GB1774'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB1774
 GB1774                          STATION RECOVERY (1960)
 GB1774
 GB1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1774'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB1774'RECOVERED AND FOUND IN GOOD CONDITION. THE MARK TT 32 (USGS) BM
 GB1774'WHICH WAS USED AS A REFERENCE MARK IN 1950 WAS FOUND LAYING IN A
 GB1774'HORIZONTAL POSITION. THIS PARTY ESTABLISHED REFERENCE MARK NO. 2.
 GB1774'IT WAS IMPOSSIBLE TO MEASURE BETWEEN REFERENCE MARK NO. 1 AND THE
 GB1774'STATION MARK, DUE TO A LARGE STOCK PILE OF GRAVEL. THE 1950
 GB1774'MEASUREMENTS ARE ASSUMED TO BE CORRECT. FOLLOWING IS A NEW AND
 GB1774'COMPLETE DESCRIPTION.
 GB1774'
 GB1774'THE STATION IS LOCATED ON THE PROPERTY OF THE SILVER POINT SCHOOL,
 GB1774'ABOUT 14 MILES SOUTHWEST OF COOKEVILLE, ABOUT 7 MILES SOUTHWEST OF
 GB1774'BAXTER, AND 0.3 MILE WEST OF THE POST OFFICE IN SILVER POINT.
 GB1774'
 GB1774'TO REACH THE STATION FROM THE POST OFFICE IN SILVER POINT, GO WEST,
 GB1774'ON STATE HIGHWAY 141 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 GB1774'LEFT. PROCEED WEST, ON STATE HIGHWAY 141 FOR 0.25 MILE TO A DRIVE-WAY
 GB1774'ON THE RIGHT AND THE STATION.
 GB1774'
 GB1774'THE STATION MARK IS A STANDARD DISK, STAMPED SILVER POINT 1950, SET
 GB1774'IN A CONCRETE MONUMENT, AND PROJECTS 1 INCH. IT IS 181 FEET
 GB1774'SOUTHEAST OF THE SOUTHWEST CORNER OF SCHOOL, AND 45 FEET SOUTHWEST OF
 GB1774'THE CENTER OF A DRIVE-WAY.
 GB1774'
 GB1774'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SILVER POINT NO 1
 GB1774'1950, SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 93 FEET
 GB1774'NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE, 91 FEET SOUTHWEST OF A
 GB1774'POWER LINE POLE, AND 85 FEET WEST OF A FENCE CORNER POST.
 GB1774'
 GB1774'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SILVER POINT NO 2
 GB1774'1950, SET IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES. IT IS
 GB1774'10 FEET EAST OF A GRAVELED ROAD, 1.9 FEET EAST OF A WHITE WITNESS
 GB1774'SIGN, 1.5 FEET SOUTH OF A POWER LINE POLE, AND 1.4 FEET EAST OF A
 GB1774'WIRE FENCE.
 GB1774'
 GB1774'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SILVER POINT 1950, SET
 GB1774'IN A CONCRETE MONUMENT, AND PROJECTS 8 INCHES ON THE WEST SIDE AND
 GB1774'FLUSH ON THE EAST SIDE. IT IS 22 FEET SOUTH OF THE CENTER OF STATE
 GB1774'HIGHWAY 141, 1.5 FEET WEST OF A WOVEN WIRE FENCE, 1.5 FEET
 GB1774'SOUTHWEST OF A WITNESS SIGN, 1.2 FEET SOUTH OF TELEPHONE POLE NO.
 GB1774'185, AND EAST OF DUKES GROCERY.
 GB1774'
 GB1774'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 GB1774
 GB1774                          STATION RECOVERY (1960)
 GB1774
 GB1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1774'AT SILVER POINT.
 GB1774'THE STATION IS LOCATED ON THE PROPERTY OF THE SILVER POINT SCHOOL
 GB1774'IN SILVER POINT.  181 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF
 GB1774'SCHOOL AND 45 FT. SOUTHWEST OF THE CENTER OF THE DRIVEWAY.
 GB1774'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB1774
 GB1774                          STATION RECOVERY (1963)
 GB1774
 GB1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1774'RM NO. 2 1960 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  WITNESS
 GB1774'POST INTACT.  STATION AND RM NO. 1 POSSIBLY DESTROYED DURING
 GB1774'CONSTRUCTION OF GRAVEL ROAD AND CONCRETE BRIDGE NEAR THE SCHOOL
 GB1774'YARD.
 GB1774'
 GB1774'A NEW US POST OFFICE HAS BEEN BUILT, THEREFORE A NEW ROUTE
 GB1774'DESCRIPTION IS AS FOLLOWS--
 GB1774'
 GB1774'TO REACH THE STATION AREA FROM THE US POST OFFICE IN SILVER POINT,
 GB1774'TENNESSEE, GO WEST ON STATE HIGHWAY 141 FOR 0.25 MILE TO THE AZIMUTH
 GB1774'MARK ON THE LEFT (SOUTH) SIDE OF THE HIGHWAY.  CONTINUE 0.25 MILE
 GB1774'TO THE STATION AREA AND SCHOOL YARD ON THE RIGHT (NORTH-WEST) SIDE
 GB1774'OF THE HIGHWAY.
 GB1774
 GB1774                          STATION RECOVERY (1979)
 GB1774
 GB1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB1774'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GB1774'FOUND DESTROYED AND THE DISK WAS SALVAGED.  REFERENCE MARK 1 AND THE
 GB1774'STATION MARK WERE SEARCHED FOR BUT NOT FOUND AND ASSUMED DESTROYED BY
 GB1774'GRADING AT THE SITE.  THE STATION SITE IS NOW ABOUT 5 FEET LOWER IN
 GB1774'ELEVATION THAN THE SCHOOL YARD.
 GB1774
 GB1774                          STATION RECOVERY (1979)
 GB1774
 GB1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GB1774'MARK NOT FOUND.
 GB1774
 GB1774                          STATION RECOVERY (2006)
 GB1774
 GB1774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1774'STATION NOT FOUND DUE TO CONSTRUCTION OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1775 ***********************************************************************
 GB1775  DESIGNATION -  SILVER POINT RM 1
 GB1775  PID         -  GB1775
 GB1775  STATE/COUNTY-  TN/PUTNAM
 GB1775  USGS QUAD   -  SILVER POINT (1981)
 GB1775
 GB1775                         *CURRENT SURVEY CONTROL
 GB1775  ___________________________________________________________________
 GB1775* NAD 83(1986)-  36 05 32.     (N)    085 44 04.     (W)     SCALED    
 GB1775* NAVD 88     -       315.514  (meters)    1035.15   (feet)  ADJUSTED  
 GB1775  ___________________________________________________________________
 GB1775  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1775  DYNAMIC HT  -         315.233 (meters)    1034.23  (feet)  COMP
 GB1775  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 GB1775
 GB1775  VERT ORDER  -  SECOND    CLASS 0
 GB1775
 GB1775.The horizontal coordinates were scaled from a topographic map and have
 GB1775.an estimated accuracy of +/- 6 seconds.
 GB1775
 GB1775.The orthometric height was determined by differential leveling
 GB1775.and adjusted by the National Geodetic Survey in June 1991..
 GB1775
 GB1775.The geoid height was determined by GEOID03.
 GB1775
 GB1775.The dynamic height is computed by dividing the NAVD 88
 GB1775.geopotential number by the normal gravity value computed on the
 GB1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1775.degrees latitude (g = 980.6199 gals.).
 GB1775
 GB1775.The modeled gravity was interpolated from observed gravity values.
 GB1775
 GB1775;                    North         East    Units  Estimated Accuracy
 GB1775;SPC TN       -   195,180.      623,920.      MT  (+/- 180 meters Scaled)
 GB1775
 GB1775                          SUPERSEDED SURVEY CONTROL
 GB1775
 GB1775  NGVD 29 (??/??/92)  315.576  (m)         1035.35   (f) ADJ UNCH    2 0
 GB1775
 GB1775.Superseded values are not recommended for survey control.
 GB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1775.See file dsdata.txt to determine how the superseded data were derived.
 GB1775
 GB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE139949(NAD 83)
 GB1775_MARKER: DR = REFERENCE MARK DISK
 GB1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1775_STAMPING: SILVER POINT RM 1 1950
 GB1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1775+STABILITY: SURFACE MOTION
 GB1775
 GB1775  HISTORY     - Date     Condition        Report By
 GB1775  HISTORY     - 1950     MONUMENTED       CGS
 GB1775  HISTORY     - 1960     GOOD             NGS
 GB1775  HISTORY     - 1979     MARK NOT FOUND   NGS
 GB1775  HISTORY     - 20060904 MARK NOT FOUND   INDIV
 GB1775
 GB1775                          STATION DESCRIPTION
 GB1775
 GB1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1775'AT SILVER POINT.
 GB1775'THIS MARK IS LOCATED ON THE PROPERTY OF THE SILVER POINT SCHOOL
 GB1775'IN SILVER POINT.  101.6 FT. SOUTH OF THE STATION MARK, 93 FT.
 GB1775'NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE, 91 FT. SOUTHWEST
 GB1775'OF A POWER LINE POLE, AND 85 FT. WEST OF A FENCE CORNER POST.
 GB1775'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1775'GROUND.
 GB1775
 GB1775                          STATION RECOVERY (1979)
 GB1775
 GB1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GB1775'MARK NOT FOUND.
 GB1775
 GB1775                          STATION RECOVERY (2006)
 GB1775
 GB1775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1775'RM 1 NOT FOUND DUE TO CONSTRUCTION WORK ON THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1773 ***********************************************************************
 GB1773  DESIGNATION -  SILVER POINT RM 2
 GB1773  PID         -  GB1773
 GB1773  STATE/COUNTY-  TN/PUTNAM
 GB1773  USGS QUAD   -  SILVER POINT (1981)
 GB1773
 GB1773                         *CURRENT SURVEY CONTROL
 GB1773  ___________________________________________________________________
 GB1773* NAD 83(1986)-  36 05 32.     (N)    085 44 04.     (W)     SCALED    
 GB1773* NAVD 88     -       317.806  (meters)    1042.67   (feet)  ADJUSTED  
 GB1773  ___________________________________________________________________
 GB1773  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1773  DYNAMIC HT  -         317.523 (meters)    1041.74  (feet)  COMP
 GB1773  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 GB1773
 GB1773  VERT ORDER  -  SECOND    CLASS 0
 GB1773
 GB1773.The horizontal coordinates were scaled from a topographic map and have
 GB1773.an estimated accuracy of +/- 6 seconds.
 GB1773
 GB1773.The orthometric height was determined by differential leveling
 GB1773.and adjusted by the National Geodetic Survey in June 1991..
 GB1773
 GB1773.The geoid height was determined by GEOID03.
 GB1773
 GB1773.The dynamic height is computed by dividing the NAVD 88
 GB1773.geopotential number by the normal gravity value computed on the
 GB1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1773.degrees latitude (g = 980.6199 gals.).
 GB1773
 GB1773.The modeled gravity was interpolated from observed gravity values.
 GB1773
 GB1773;                    North         East    Units  Estimated Accuracy
 GB1773;SPC TN       -   195,180.      623,920.      MT  (+/- 180 meters Scaled)
 GB1773
 GB1773                          SUPERSEDED SURVEY CONTROL
 GB1773
 GB1773  NGVD 29 (??/??/92)  317.868  (m)         1042.87   (f) ADJ UNCH    2 0
 GB1773
 GB1773.Superseded values are not recommended for survey control.
 GB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1773.See file dsdata.txt to determine how the superseded data were derived.
 GB1773
 GB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE139949(NAD 83)
 GB1773_MARKER: DR = REFERENCE MARK DISK
 GB1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1773_STAMPING: SILVER POINT NO 2 1950
 GB1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1773+STABILITY: SURFACE MOTION
 GB1773
 GB1773  HISTORY     - Date     Condition        Report By
 GB1773  HISTORY     - 1950     MONUMENTED       CGS
 GB1773  HISTORY     - 1960     GOOD             NGS
 GB1773  HISTORY     - 1979     GOOD             NGS
 GB1773  HISTORY     - 20060904 POOR             INDIV
 GB1773
 GB1773                          STATION DESCRIPTION
 GB1773
 GB1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1773'AT SILVER POINT.
 GB1773'THIS MARK IS LOCATED ON THE PROPERTY OF THE SILVER POINT SCHOOL
 GB1773'IN SILVER POINT.  189.7 FT. NORTHEAST OF THE STATION MARK, 10
 GB1773'FT. EAST OF A GRAVELED ROAD, 1.9 FT. EAST OF A WITNESS SIGN,
 GB1773'AND 1.5 FT. SOUTH OF A POWER LINE POLE, AND 1.4 FT. EAST OF A
 GB1773'WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB1773'3 INCHES.
 GB1773
 GB1773                          STATION RECOVERY (1979)
 GB1773
 GB1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GB1773'THE DESCRIPTION IS GOOD EXCEPT THAT THE SCHOOL IS NOW A COMMUNITY
 GB1773'CENTER.
 GB1773
 GB1773                          STATION RECOVERY (2006)
 GB1773
 GB1773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1773'RM 2 FOUND BUT DISC IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0597 ***********************************************************************
 FD0597  DESIGNATION -  SILVER RM 1
 FD0597  PID         -  FD0597
 FD0597  STATE/COUNTY-  TN/MAURY
 FD0597  USGS QUAD   -  GLENDALE (1981)
 FD0597
 FD0597                         *CURRENT SURVEY CONTROL
 FD0597  ___________________________________________________________________
 FD0597* NAD 83(1986)-  35 31 05.     (N)    086 53 58.     (W)     SCALED    
 FD0597* NAVD 88     -       242.073  (meters)     794.20   (feet)  ADJUSTED  
 FD0597  ___________________________________________________________________
 FD0597  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0597  DYNAMIC HT  -         241.857 (meters)     793.49  (feet)  COMP
 FD0597  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FD0597
 FD0597  VERT ORDER  -  SECOND    CLASS 0
 FD0597
 FD0597.The horizontal coordinates were scaled from a topographic map and have
 FD0597.an estimated accuracy of +/- 6 seconds.
 FD0597
 FD0597.The orthometric height was determined by differential leveling
 FD0597.and adjusted by the National Geodetic Survey in June 1991..
 FD0597
 FD0597.The geoid height was determined by GEOID03.
 FD0597
 FD0597.The dynamic height is computed by dividing the NAVD 88
 FD0597.geopotential number by the normal gravity value computed on the
 FD0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0597.degrees latitude (g = 980.6199 gals.).
 FD0597
 FD0597.The modeled gravity was interpolated from observed gravity values.
 FD0597
 FD0597;                    North         East    Units  Estimated Accuracy
 FD0597;SPC TN       -   131,820.      518,420.      MT  (+/- 180 meters Scaled)
 FD0597
 FD0597                          SUPERSEDED SURVEY CONTROL
 FD0597
 FD0597  NGVD 29 (??/??/92)  242.056  (m)          794.15   (f) ADJ UNCH    2 0
 FD0597
 FD0597.Superseded values are not recommended for survey control.
 FD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0597.See file dsdata.txt to determine how the superseded data were derived.
 FD0597
 FD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE091305(NAD 83)
 FD0597_MARKER: DR = REFERENCE MARK DISK
 FD0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0597_STAMPING: SILVER NO 1 1960
 FD0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0597+STABILITY: SURFACE MOTION
 FD0597
 FD0597  HISTORY     - Date     Condition        Report By
 FD0597  HISTORY     - 1960     MONUMENTED       CGS
 FD0597
 FD0597                          STATION DESCRIPTION
 FD0597
 FD0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0597'0.7 MI NW FROM BRYANT.
 FD0597'THIS MARK IS LOCATED AT THE SILVER 1960 STATION SITE, 22.8 FT.
 FD0597'SOUTHWEST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 FD0597'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0599 ***********************************************************************
 FD0599  DESIGNATION -  SILVER RM 2
 FD0599  PID         -  FD0599
 FD0599  STATE/COUNTY-  TN/MAURY
 FD0599  USGS QUAD   -  GLENDALE (1981)
 FD0599
 FD0599                         *CURRENT SURVEY CONTROL
 FD0599  ___________________________________________________________________
 FD0599* NAD 83(1986)-  35 31 05.     (N)    086 53 58.     (W)     SCALED    
 FD0599* NAVD 88     -       241.706  (meters)     793.00   (feet)  ADJUSTED  
 FD0599  ___________________________________________________________________
 FD0599  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0599  DYNAMIC HT  -         241.490 (meters)     792.29  (feet)  COMP
 FD0599  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FD0599
 FD0599  VERT ORDER  -  SECOND    CLASS 0
 FD0599
 FD0599.The horizontal coordinates were scaled from a topographic map and have
 FD0599.an estimated accuracy of +/- 6 seconds.
 FD0599
 FD0599.The orthometric height was determined by differential leveling
 FD0599.and adjusted by the National Geodetic Survey in June 1991..
 FD0599
 FD0599.The geoid height was determined by GEOID03.
 FD0599
 FD0599.The dynamic height is computed by dividing the NAVD 88
 FD0599.geopotential number by the normal gravity value computed on the
 FD0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0599.degrees latitude (g = 980.6199 gals.).
 FD0599
 FD0599.The modeled gravity was interpolated from observed gravity values.
 FD0599
 FD0599;                    North         East    Units  Estimated Accuracy
 FD0599;SPC TN       -   131,820.      518,420.      MT  (+/- 180 meters Scaled)
 FD0599
 FD0599                          SUPERSEDED SURVEY CONTROL
 FD0599
 FD0599  NGVD 29 (??/??/92)  241.689  (m)          792.94   (f) ADJ UNCH    2 0
 FD0599
 FD0599.Superseded values are not recommended for survey control.
 FD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0599.See file dsdata.txt to determine how the superseded data were derived.
 FD0599
 FD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE091305(NAD 83)
 FD0599_MARKER: DR = REFERENCE MARK DISK
 FD0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0599_STAMPING: SILVER NO 2 1960
 FD0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0599+STABILITY: SURFACE MOTION
 FD0599
 FD0599  HISTORY     - Date     Condition        Report By
 FD0599  HISTORY     - 1960     MONUMENTED       CGS
 FD0599
 FD0599                          STATION DESCRIPTION
 FD0599
 FD0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0599'0.7 MI NW FROM BRYANT.
 FD0599'THIS MARK IS LOCATED AT THE SILVER 1960 STATION SITE, 23 FT.
 FD0599'NORTHEAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 FD0599'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1846 ***********************************************************************
 FC1846  DESIGNATION -  SILVERDALE LOOKOUT TOWER SC 32
 FC1846  PID         -  FC1846
 FC1846  STATE/COUNTY-  TN/HAMILTON
 FC1846  USGS QUAD   -  OOLTEWAH (1976)
 FC1846
 FC1846                         *CURRENT SURVEY CONTROL
 FC1846  ___________________________________________________________________
 FC1846* NAD 83(1995)-  35 03 12.20849(N)    085 07 20.07003(W)     ADJUSTED  
 FC1846* NAVD 88     -                                                        
 FC1846  ___________________________________________________________________
 FC1846  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FC1846  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC1846
 FC1846  HORZ ORDER  -  THIRD
 FC1846
 FC1846.The horizontal coordinates were established by classical geodetic methods
 FC1846.and adjusted by the National Geodetic Survey in April 1999..
 FC1846
 FC1846
 FC1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1846
 FC1846.The geoid height was determined by GEOID03.
 FC1846
 FC1846;                    North         East     Units Scale Factor Converg.
 FC1846;SPC TN       -    80,250.798   680,079.038   MT  1.00004051   +0 30 49.9
 FC1846;SPC TN       -   263,289.49  2,231,225.98   sFT  1.00004051   +0 30 49.9
 FC1846;UTM  16      - 3,880,576.004   671,247.700   MT  0.99996143   +1 04 43.4
 FC1846
 FC1846                          SUPERSEDED SURVEY CONTROL
 FC1846
 FC1846  NAD 83(1995)-  35 03 12.20959(N)    085 07 20.07080(W) AD(       ) 4
 FC1846  NAD 83(1995)-  35 03 12.20876(N)    085 07 20.07296(W) AD(       ) 4
 FC1846  NAD 83(1995)-  35 03 12.20924(N)    085 07 20.07130(W) AD(       ) 4
 FC1846  NAD 83(1986)-  35 03 12.20966(N)    085 07 20.07024(W) AD(       ) 4
 FC1846  NAD 27      -  35 03 11.94000(N)    085 07 20.24600(W) AD(       ) 3
 FC1846
 FC1846.Superseded values are not recommended for survey control.
 FC1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1846.See file dsdata.txt to determine how the superseded data were derived.
 FC1846
 FC1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7124880576(NAD 83)
 FC1846_MARKER: 57 = LOOKOUT TOWER
 FC1846
 FC1846  HISTORY     - Date     Condition        Report By
 FC1846  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1846  HISTORY     - 20021228 MARK NOT FOUND   INDIV
 FC1846
 FC1846                          STATION DESCRIPTION
 FC1846
 FC1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1846'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 FC1846'ABOUT 12 MILES NORTHEAST OF DOWNTOWN CHATTANOOGA AND 4 MILES
 FC1846'SOUTHWEST OF OOLTEWAH.
 FC1846'
 FC1846'TO REACH THE STATION FROM THE EAST BRAINERD SCHOOL, ABOUT 1 MILE WEST
 FC1846'OF EAST BRAINERD, GO WEST ON EAST BRAINERD ROAD FOR 0.1 MILE TO
 FC1846'GUNBARREL ROAD ON THE RIGHT, TURN RIGHT AND GO 2.9 MILES TO STANDIFER
 FC1846'ROAD, TURN RIGHT AND FOLLOW STANDIFER ROAD FOR 1.35 MILES TO A
 FC1846'SIDE ROAD ON THE LEFT AND A SIGN FIRE TOWER, TURN LEFT AND FOLLOW
 FC1846'MOUNTAIN ROAD FOR 0.75 MILE TO THE TOWER ON THE LEFT.
 FC1846'
 FC1846'THE STATION IS A REGULAR LOOKOUT CAB SUPPORTED ATOP AN 80 FOOT FOUR
 FC1846'LEGGED STEEL TOWER.
 FC1846'
 FC1846'POINT OF INTERSECTION IS THE APEX OF THE CAB.
 FC1846
 FC1846                          STATION RECOVERY (2002)
 FC1846
 FC1846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JPC)
 FC1846'THIS LOOKOUT TOWER WAS NEAR MY HOME, I KNOW THE SITE VERY WELL. DUE TO
 FC1846'IT HAVING BECOME OBSOLETE AS A FIRE TOWER, IT WAS DESTROYED SEVERAL
 FC1846'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1371 ***********************************************************************
 FC1371  DESIGNATION -  SIMPSON
 FC1371  PID         -  FC1371
 FC1371  STATE/COUNTY-  TN/MARION
 FC1371  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1371
 FC1371                         *CURRENT SURVEY CONTROL
 FC1371  ___________________________________________________________________
 FC1371* NAD 83(1995)-  35 02 51.33671(N)    085 37 46.37645(W)     ADJUSTED  
 FC1371* NAVD 88     -       234.854  (meters)     770.52   (feet)  ADJUSTED  
 FC1371  ___________________________________________________________________
 FC1371  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FC1371  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1371  DYNAMIC HT  -         234.626 (meters)     769.77  (feet)  COMP
 FC1371  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FC1371
 FC1371  HORZ ORDER  -  SECOND
 FC1371  VERT ORDER  -  SECOND    CLASS 0
 FC1371
 FC1371.The horizontal coordinates were established by classical geodetic methods
 FC1371.and adjusted by the National Geodetic Survey in April 1999..
 FC1371
 FC1371.The orthometric height was determined by differential leveling
 FC1371.and adjusted by the National Geodetic Survey in June 1991..
 FC1371
 FC1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1371
 FC1371.The geoid height was determined by GEOID03.
 FC1371
 FC1371.The dynamic height is computed by dividing the NAVD 88
 FC1371.geopotential number by the normal gravity value computed on the
 FC1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1371.degrees latitude (g = 980.6199 gals.).
 FC1371
 FC1371.The modeled gravity was interpolated from observed gravity values.
 FC1371
 FC1371;                    North         East     Units Scale Factor Converg.
 FC1371;SPC TN       -    79,312.424   633,799.535   MT  1.00004188   +0 13 00.8
 FC1371;SPC TN       -   260,210.84  2,079,390.64   sFT  1.00004188   +0 13 00.8
 FC1371;UTM  16      - 3,879,179.512   624,987.560   MT  0.99979253   +0 47 13.5
 FC1371
 FC1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1371!SPC TN       -   0.99996770  x   1.00004188  =   1.00000958
 FC1371!UTM  16      -   0.99996770  x   0.99979253  =   0.99976024
 FC1371
 FC1371|---------------------------------------------------------------------|
 FC1371| PID    Reference Object                     Distance      Geod. Az  |
 FC1371|                                                           dddmmss.s |
 FC1371| FC1370 SIMPSON RM 1                         31.196 METERS 22707     |
 FC1371| FC1372 SIMPSON RM 2                         24.341 METERS 34114     |
 FC1371| FC1373 SIMPSON AZ MK                                      3473643.7 |
 FC1371|---------------------------------------------------------------------|
 FC1371
 FC1371                          SUPERSEDED SURVEY CONTROL
 FC1371
 FC1371  NAD 83(1995)-  35 02 51.33719(N)    085 37 46.37649(W) AD(       ) 2
 FC1371  NAD 83(1995)-  35 02 51.33740(N)    085 37 46.37761(W) AD(       ) 2
 FC1371  NAD 83(1995)-  35 02 51.33911(N)    085 37 46.37520(W) AD(       ) 2
 FC1371  NAD 83(1986)-  35 02 51.33936(N)    085 37 46.37522(W) AD(       ) 2
 FC1371  NAD 27      -  35 02 51.05630(N)    085 37 46.49470(W) AD(       ) 2
 FC1371  NGVD 29 (??/??/92)  234.864  (m)          770.55   (f) ADJ UNCH    2 0
 FC1371
 FC1371.Superseded values are not recommended for survey control.
 FC1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1371.See file dsdata.txt to determine how the superseded data were derived.
 FC1371
 FC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2498879180(NAD 83)
 FC1371_MARKER: DE = TRAVERSE STATION DISK
 FC1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1371_STAMPING: SIMPSON 1962
 FC1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1371+STABILITY: SURFACE MOTION
 FC1371
 FC1371  HISTORY     - Date     Condition        Report By
 FC1371  HISTORY     - 1962     MONUMENTED       CGS
 FC1371  HISTORY     - 1962     GOOD             CGS
 FC1371
 FC1371                          STATION DESCRIPTION
 FC1371
 FC1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1371'THE STATION IS LOCATED ON THE PROPERTY OF MR. CHAS. B. SIMPSON, ABOUT
 FC1371'1-1/2 MILES SOUTH OF JASPER, 1-1/2 MILES SOUTHWEST OF
 FC1371'PLEASANT GROVE AND JUST WEST OF THE SEQUATCHIE RIVER.
 FC1371'
 FC1371'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41, 64 AND
 FC1371'STATE ROUTE 27 AT THE TRAFFIC LIGHT IN JASPER, GO WESTERLY ON U.
 FC1371'S. HIGHWAY 41, 64 FOR 1.1 MILES TO A SIDE ROAD ON THE LEFT AT THE
 FC1371'RIM-TOM MINIATURE GOLF COURSE ON THE LEFT, TURN LEFT ON A HARD
 FC1371'SURFACE ROAD AND GO 0.5 MILE TO A RAILROAD CROSSING, CONTINUE FOR
 FC1371'0.05 MILE TO A T-ROAD, TURN RIGHT AND GO 0.1 MILE TO THE
 FC1371'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE HARD SURFACE ROAD FOR 1.1
 FC1371'MILES TO THE END OF BLACK TOP, PROCEED ON A GRAVELED ROAD
 FC1371'FOR 0.4 MILE TO A CATTLE GUARD, PASS OVER THE CATTLE GUARD, THEN
 FC1371'TURN LEFT ON A TRACK ROAD AND GO 0.05 MILE TO A GATE, PASS THROUGH
 FC1371'GATE AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO ANOTHER GATE,
 FC1371'PASS THROUGH GATE AND FOLLOW THE TRACK ROAD FOR 0.1 MILE TO SOME
 FC1371'STOCK SHELTER BUILDINGS ON THE RIGHT, HERE BEAR NORTHWEST UP HILL
 FC1371'FOR 0.1 MILE AND THE STATION.
 FC1371'
 FC1371'THE STATION MARK IS 2.4 FEET NORTHWEST OF A METAL WITNESS POST.  IT
 FC1371'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE
 FC1371'MONUMENT, FLUSH AND IS STAMPED SIMPSON 1962.
 FC1371'
 FC1371'REFERENCE MARK NO. 1 IS 102.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 FC1371'18 FEET NORTHEAST OF A TWIN TRUNKED OAK TREE AND ABOUT 1 FOOT LOWER
 FC1371'THAN THE STATION MARK.  IT IS A STANDARD DISK CEMENTED IN A DRILLED
 FC1371'HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS ABOUT 6 INCHES
 FC1371'AND THE DISK IS STAMPED SIMPSON NO 1 1962.
 FC1371'
 FC1371'REFERENCE MARK NO. 2 IS 81.8 FEET NORTHWEST OF A METAL WITNESS POST
 FC1371'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A
 FC1371'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 FC1371'INCHES AND IS STAMPED SIMPSON NO 2 1962.
 FC1371'
 FC1371'THE AZIMUTH MARK IS 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.
 FC1371'EARL GRAHAMS HOUSE, 23 FEET WEST OF THE APPROXIMATE
 FC1371'CENTER OF A HARD SURFACE ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS
 FC1371'POST AND 1 FOOT SOUTHWEST OF A POWER LINE POLE.  IT IS A STANDARD
 FC1371'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED SIMPSON
 FC1371'1962.
 FC1371'
 FC1371'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FC1371
 FC1371                          STATION RECOVERY (1962)
 FC1371
 FC1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1371'1.5 MI SW FROM JASPER.
 FC1371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41, 64
 FC1371'AND STATE ROUTE 27 AT THE TRAFFIC LIGHT IN JASPER, GO WESTERLY
 FC1371'ON U.S. HIGHWAY 41, AND 64 FOR 1.1 MILES TO A SIDE ROAD ON THE
 FC1371'LEFT AT THE RIM-TOM MINTURE GOLF COURSE ON THE LEFT, TURN LEFT
 FC1371'ON A HARD SURFACE ROAD AND GO 0.5 MILE TO A RAILROAD CROSSING,
 FC1371'CONTINUE FOR 0.05 MILE TO A T-ROAD, TURN RIGHT AND GO 0.1 MILE
 FC1371'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE HARD SURFACE
 FC1371'ROAD FOR 1.1 MILES TO THE END OF BLACK TOP, PROCEED ON A GRAVELED
 FC1371'ROAD FOR 0.4 MILE TO A CATTLE GUARD, PASS OVER THE CATTLE
 FC1371'GUARD, THEN TURN LEFT ON A TRACK ROAD AND GO 0.05 MILE TO A
 FC1371'GATE, PASS THROUGH GATE AND FOLLOW THE TRACK ROAD FOR 0.15 MILE
 FC1371'TO ANOTHER GATE, PASS THROUGH GATE AND FOLLOW THE TRACK ROAD FOR 0.1
 FC1371'MILE TO SOME STOCK SHELTER BUILDINGS ON THE RIGHT, HERE BEAR
 FC1371'NORTHWEST UP HILL FOR 0.1 MILE AND THE STATION, 2.4 FEET NORTHWEST
 FC1371'OF A METAL WITNESS POST.  A STANDARD TRAVERSE STATION DISK SET
 FC1371'IN THE TOP OF A CONCRETE POST FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1373 ***********************************************************************
 FC1373  DESIGNATION -  SIMPSON AZ MK
 FC1373  PID         -  FC1373
 FC1373  STATE/COUNTY-  TN/MARION
 FC1373  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1373
 FC1373                         *CURRENT SURVEY CONTROL
 FC1373  ___________________________________________________________________
 FC1373* NAD 83(1986)-  35 03 43.     (N)    085 38 01.     (W)     SCALED    
 FC1373* NAVD 88     -       194.537  (meters)     638.24   (feet)  ADJUSTED  
 FC1373  ___________________________________________________________________
 FC1373  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1373  DYNAMIC HT  -         194.347 (meters)     637.62  (feet)  COMP
 FC1373  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 FC1373
 FC1373  VERT ORDER  -  SECOND    CLASS 0
 FC1373
 FC1373.The horizontal coordinates were scaled from a topographic map and have
 FC1373.an estimated accuracy of +/- 6 seconds.
 FC1373
 FC1373.The orthometric height was determined by differential leveling
 FC1373.and adjusted by the National Geodetic Survey in June 1991..
 FC1373
 FC1373.The geoid height was determined by GEOID03.
 FC1373
 FC1373.The dynamic height is computed by dividing the NAVD 88
 FC1373.geopotential number by the normal gravity value computed on the
 FC1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1373.degrees latitude (g = 980.6199 gals.).
 FC1373
 FC1373.The modeled gravity was interpolated from observed gravity values.
 FC1373
 FC1373;                    North         East    Units  Estimated Accuracy
 FC1373;SPC TN       -    80,900.      633,420.      MT  (+/- 180 meters Scaled)
 FC1373
 FC1373                          SUPERSEDED SURVEY CONTROL
 FC1373
 FC1373  NGVD 29 (??/??/92)  194.546  (m)          638.27   (f) ADJ UNCH    2 0
 FC1373
 FC1373.Superseded values are not recommended for survey control.
 FC1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1373.See file dsdata.txt to determine how the superseded data were derived.
 FC1373
 FC1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD245807(NAD 83)
 FC1373_MARKER: DZ = AZIMUTH MARK DISK
 FC1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1373_STAMPING: SIMPSON 1962
 FC1373_MARK LOGO: CGS   
 FC1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1373+STABILITY: SURFACE MOTION
 FC1373
 FC1373  HISTORY     - Date     Condition        Report By
 FC1373  HISTORY     - 1962     MONUMENTED       CGS
 FC1373
 FC1373                          STATION DESCRIPTION
 FC1373
 FC1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1373'1.1 MI SW FROM JASPER.
 FC1373'TO REACH THE MARK FROM THE RAILROAD STATION IN JASPER GO SOUTHWEST
 FC1373'ON THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS RAILWAY FOR 1.1
 FC1373'MILES TO MR. E. GRAHAMS HOUSE AND THE MARK, 385 FEET EAST OF
 FC1373'A POINT ON THE RAILROAD TRACK 5 RAILS NORTH OF MILEPOST NUMBER
 FC1373'11, 72.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. E.
 FC1373'GRAHAMS HOUSE, 21.0 FEET WEST OF THE CENTER OF A BLACK TOP ROAD,
 FC1373'1.6 FEET SOUTH OF A POWER LINE POLE AND 1.5 FEET SOUTHWEST OF A
 FC1373'WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 FC1373'CONCRETE POST, FLUSH AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 FC1373'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1370 ***********************************************************************
 FC1370  DESIGNATION -  SIMPSON RM 1
 FC1370  PID         -  FC1370
 FC1370  STATE/COUNTY-  TN/MARION
 FC1370  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1370
 FC1370                         *CURRENT SURVEY CONTROL
 FC1370  ___________________________________________________________________
 FC1370* NAD 83(1986)-  35 02 51.     (N)    085 37 46.     (W)     SCALED    
 FC1370* NAVD 88     -       233.888  (meters)     767.35   (feet)  ADJUSTED  
 FC1370  ___________________________________________________________________
 FC1370  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1370  DYNAMIC HT  -         233.661 (meters)     766.60  (feet)  COMP
 FC1370  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FC1370
 FC1370  VERT ORDER  -  SECOND    CLASS 0
 FC1370
 FC1370.The horizontal coordinates were scaled from a topographic map and have
 FC1370.an estimated accuracy of +/- 6 seconds.
 FC1370
 FC1370.The orthometric height was determined by differential leveling
 FC1370.and adjusted by the National Geodetic Survey in June 1991..
 FC1370
 FC1370.The geoid height was determined by GEOID03.
 FC1370
 FC1370.The dynamic height is computed by dividing the NAVD 88
 FC1370.geopotential number by the normal gravity value computed on the
 FC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1370.degrees latitude (g = 980.6199 gals.).
 FC1370
 FC1370.The modeled gravity was interpolated from observed gravity values.
 FC1370
 FC1370;                    North         East    Units  Estimated Accuracy
 FC1370;SPC TN       -    79,300.      633,810.      MT  (+/- 180 meters Scaled)
 FC1370
 FC1370                          SUPERSEDED SURVEY CONTROL
 FC1370
 FC1370  NGVD 29 (??/??/92)  233.898  (m)          767.38   (f) ADJ UNCH    2 0
 FC1370
 FC1370.Superseded values are not recommended for survey control.
 FC1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1370.See file dsdata.txt to determine how the superseded data were derived.
 FC1370
 FC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD249791(NAD 83)
 FC1370_MARKER: DR = REFERENCE MARK DISK
 FC1370_SETTING: 66 = SET IN ROCK OUTCROP
 FC1370_SP_SET: OUTCROP
 FC1370_STAMPING: SIMPSON NO 1 1962
 FC1370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1370+STABILITY: POSITION/ELEVATION WELL
 FC1370
 FC1370  HISTORY     - Date     Condition        Report By
 FC1370  HISTORY     - 1962     MONUMENTED       CGS
 FC1370
 FC1370                          STATION DESCRIPTION
 FC1370
 FC1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1370'1.5 MI SW FROM JASPER.
 FC1370'AT THE SIMPSON STATION SITE, 102.7 FEET SOUTHWEST OF A METAL WITNESS
 FC1370'POST, 102.35 FEET SOUTHWEST OF THE STATION, 18 FEET NORTHEAST OF A
 FC1370'TWIN TRUNKED OAK TREE AND ABOUT ONE FOOT LOWER THAN THE STATION
 FC1370'MARK.  A STANDARD REFERENCE MARK DISK DRILLED IN THE TOP OF AN
 FC1370'OUTCROP OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1372 ***********************************************************************
 FC1372  DESIGNATION -  SIMPSON RM 2
 FC1372  PID         -  FC1372
 FC1372  STATE/COUNTY-  TN/MARION
 FC1372  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1372
 FC1372                         *CURRENT SURVEY CONTROL
 FC1372  ___________________________________________________________________
 FC1372* NAD 83(1986)-  35 02 51.     (N)    085 37 46.     (W)     SCALED    
 FC1372* NAVD 88     -       234.705  (meters)     770.03   (feet)  ADJUSTED  
 FC1372  ___________________________________________________________________
 FC1372  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1372  DYNAMIC HT  -         234.477 (meters)     769.28  (feet)  COMP
 FC1372  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FC1372
 FC1372  VERT ORDER  -  SECOND    CLASS 0
 FC1372
 FC1372.The horizontal coordinates were scaled from a topographic map and have
 FC1372.an estimated accuracy of +/- 6 seconds.
 FC1372
 FC1372.The orthometric height was determined by differential leveling
 FC1372.and adjusted by the National Geodetic Survey in June 1991..
 FC1372
 FC1372.The geoid height was determined by GEOID03.
 FC1372
 FC1372.The dynamic height is computed by dividing the NAVD 88
 FC1372.geopotential number by the normal gravity value computed on the
 FC1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1372.degrees latitude (g = 980.6199 gals.).
 FC1372
 FC1372.The modeled gravity was interpolated from observed gravity values.
 FC1372
 FC1372;                    North         East    Units  Estimated Accuracy
 FC1372;SPC TN       -    79,300.      633,810.      MT  (+/- 180 meters Scaled)
 FC1372
 FC1372                          SUPERSEDED SURVEY CONTROL
 FC1372
 FC1372  NGVD 29 (??/??/92)  234.715  (m)          770.06   (f) ADJ UNCH    2 0
 FC1372
 FC1372.Superseded values are not recommended for survey control.
 FC1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1372.See file dsdata.txt to determine how the superseded data were derived.
 FC1372
 FC1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD249791(NAD 83)
 FC1372_MARKER: DR = REFERENCE MARK DISK
 FC1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1372_STAMPING: SIMPSON NO 2 1962
 FC1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1372+STABILITY: SURFACE MOTION
 FC1372
 FC1372  HISTORY     - Date     Condition        Report By
 FC1372  HISTORY     - 1962     MONUMENTED       CGS
 FC1372
 FC1372                          STATION DESCRIPTION
 FC1372
 FC1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1372'1.5 MI SW FROM JASPER.
 FC1372'AT THE SIMPSON STATION SITE, 81.8 FEET NORTHWEST OF A METAL WITNESS
 FC1372'POST, 79.86 FEET NORTHWEST OF THE STATION AND IS ABOUT LEVEL
 FC1372'WITH THE STATION MARK.  A STANDARD REFERENCE MARK DISK SET IN
 FC1372'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0683 ***********************************************************************
 FD0683  DESIGNATION -  SIMS
 FD0683  PID         -  FD0683
 FD0683  STATE/COUNTY-  TN/WILLIAMSON
 FD0683  USGS QUAD   -  LEIPERS FORK (1981)
 FD0683
 FD0683                         *CURRENT SURVEY CONTROL
 FD0683  ___________________________________________________________________
 FD0683* NAD 83(1995)-  35 58 14.99454(N)    086 53 03.27298(W)     ADJUSTED  
 FD0683* NAVD 88     -       213.427  (meters)     700.22   (feet)  ADJUSTED  
 FD0683  ___________________________________________________________________
 FD0683  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FD0683  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0683  DYNAMIC HT  -         213.240 (meters)     699.60  (feet)  COMP
 FD0683  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FD0683
 FD0683  HORZ ORDER  -  SECOND
 FD0683  VERT ORDER  -  SECOND    CLASS 0
 FD0683
 FD0683.The horizontal coordinates were established by classical geodetic methods
 FD0683.and adjusted by the National Geodetic Survey in April 1999..
 FD0683
 FD0683.The orthometric height was determined by differential leveling
 FD0683.and adjusted by the National Geodetic Survey in June 1991..
 FD0683
 FD0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0683
 FD0683.The geoid height was determined by GEOID03.
 FD0683
 FD0683.The dynamic height is computed by dividing the NAVD 88
 FD0683.geopotential number by the normal gravity value computed on the
 FD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0683.degrees latitude (g = 980.6199 gals.).
 FD0683
 FD0683.The modeled gravity was interpolated from observed gravity values.
 FD0683
 FD0683;                    North         East     Units Scale Factor Converg.
 FD0683;SPC TN       -   182,039.414   520,249.061   MT  0.99995124   -0 31 03.6
 FD0683;SPC TN       -   597,240.98  1,706,850.46   sFT  0.99995124   -0 31 03.6
 FD0683;UTM  16      - 3,980,719.476   510,436.791   MT  0.99960134   +0 04 04.8
 FD0683
 FD0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0683!SPC TN       -   0.99997103  x   0.99995124  =   0.99992227
 FD0683!UTM  16      -   0.99997103  x   0.99960134  =   0.99957238
 FD0683
 FD0683:                Primary Azimuth Mark                     Grid Az
 FD0683:SPC TN       -  FRANK                                    171 38 30.3
 FD0683:UTM  16      -  FRANK                                    171 03 21.9
 FD0683
 FD0683|---------------------------------------------------------------------|
 FD0683| PID    Reference Object                     Distance      Geod. Az  |
 FD0683|                                                           dddmmss.s |
 FD0683| FD0665 FRANK                               APPROX. 6.0 KM 1710726.7 |
 FD0683| FD0682 SIMS RM 1                            22.930 METERS 17152     |
 FD0683| FD0685 SIMS AZ MK                                         3433005.7 |
 FD0683| FD0684 SIMS RM 2                            24.353 METERS 34721     |
 FD0683|---------------------------------------------------------------------|
 FD0683
 FD0683                          SUPERSEDED SURVEY CONTROL
 FD0683
 FD0683  NAD 83(1995)-  35 58 14.99729(N)    086 53 03.27481(W) AD(       ) 2
 FD0683  NAD 83(1986)-  35 58 15.00528(N)    086 53 03.27602(W) AD(       ) 2
 FD0683  NAD 27      -  35 58 14.77760(N)    086 53 03.26670(W) AD(       ) 2
 FD0683  NGVD 29 (??/??/??)  213.43   (m)          700.2    (f) RESET       3  
 FD0683
 FD0683.Superseded values are not recommended for survey control.
 FD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0683.See file dsdata.txt to determine how the superseded data were derived.
 FD0683
 FD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1043780719(NAD 83)
 FD0683_MARKER: DD = SURVEY DISK
 FD0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0683_STAMPING: SIMS 1963
 FD0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0683+STABILITY: SURFACE MOTION
 FD0683
 FD0683  HISTORY     - Date     Condition        Report By
 FD0683  HISTORY     - 1963     MONUMENTED       TNHD
 FD0683  HISTORY     - 1963     GOOD             TNHD
 FD0683  HISTORY     - 1986     GOOD             LOCENG
 FD0683
 FD0683                          STATION DESCRIPTION
 FD0683
 FD0683'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0683'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF FRANKLIN.
 FD0683'
 FD0683'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND THE
 FD0683'JUNCTION OF U S HIGHWAYS
 FD0683'431 AND 31, GO NORTH ON U S HIGHWAY 431 FOR 3.5 MILES TO THE
 FD0683'STATION ON THE LEFT.
 FD0683'
 FD0683'THE STATION IS 42 FEET NORTHWEST OF A TELEPHONE POLE, 11 FEET WEST OF
 FD0683'THE TOP OF A HIGHWAY CUT
 FD0683'AND 3 FEET EAST OF A WHITE WOODEN FENCE.  THE
 FD0683'SURFACE AND UNDERGROUND MARKS ARE
 FD0683'STANDARD TENNESSEE HIGHWAY
 FD0683'DEPARTMENT DISKS AND ARE STAMPED SIMS 1963.  THE
 FD0683'UNDERGROUND MARK IS
 FD0683'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0683'10-INCH SQUARE,
 FD0683'2 INCHES BELOW THE SURFACE, CONCRETE MONUMENT.
 FD0683'
 FD0683'REFERENCE MARK NO 1 IS 34 FEET SOUTH OF A TELEPHONE POLE, 11 FEET
 FD0683'WEST OF THE TOP OF A
 FD0683'HIGHWAY CUT AND 1 FOOT EAST OF A WHITE WOODEN FENCE.  IT IS
 FD0683'A STANDARD TENNESSEE
 FD0683'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0683'FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0683'IS STAMPED SIMS RM-1 1963.
 FD0683'
 FD0683'REFERENCE MARK NO 2 IS 11 FEET WEST OF THE TOP OF A HIGHWAY CUT AND 3
 FD0683'FEET EAST OF A WHITE WOODEN
 FD0683'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0683'DEPARTMENT DISK SET IN A 10-INCH
 FD0683'SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0683'THE DISK IS STAMPED SIMS RM-2 1963.
 FD0683'
 FD0683'THE AZIMUTH MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF BERRYS
 FD0683'CHAPEL ROAD, 2 FEET SOUTH
 FD0683'OF A ROCK FENCE, 2 FEET EAST OF A UTILITY POLE AND
 FD0683'1.2 FEET EAST OF A WITNESS POST.  IT
 FD0683'IS A STANDARD TENNESSEE HIGHWAY
 FD0683'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0683'CONCRETE MONUMENT AND
 FD0683'THE DISK IS STAMPED SIMS AZI 1963.
 FD0683'
 FD0683'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON U S
 FD0683'HIGHWAY 431 FOR 0.35 MILE
 FD0683'TO BERRYS CHAPEL ROAD, TURN RIGHT AND GO 0.05 MILE TO
 FD0683'THE AZIMUTH MARK ON THE LEFT.
 FD0683'
 FD0683'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0683
 FD0683                          STATION RECOVERY (1963)
 FD0683
 FD0683'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0683'3 MI N FROM FRANKLIN.
 FD0683'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0683'FOR 3.5 MILES TO THE STATION ON THE LEFT.  THE MARK IS 42 FEET
 FD0683'NORTHWEST OF A TELEPHONE POLE, 11 FEET WEST OF THE TOP OF A
 FD0683'HIGHWAY CUT AND 3 FEET EAST OF A WHITE WOODEN FENCE.  THE MARK
 FD0683'IS SET IN A 10-INCH SQUARE, CONCRETE MONUMENT 2 INCHES BELOW
 FD0683'THE SURFACE.
 FD0683
 FD0683                          STATION RECOVERY (1986)
 FD0683
 FD0683'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986 (BG)
 FD0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1414 ***********************************************************************
 FC1414  DESIGNATION -  SIMS
 FC1414  PID         -  FC1414
 FC1414  STATE/COUNTY-  TN/COFFEE
 FC1414  USGS QUAD   -  ALTO (1947)
 FC1414
 FC1414                         *CURRENT SURVEY CONTROL
 FC1414  ___________________________________________________________________
 FC1414* NAD 83(1995)-  35 18 31.66304(N)    085 54 42.35363(W)     ADJUSTED  
 FC1414* NAVD 88     -       316.314  (meters)    1037.77   (feet)  ADJUSTED  
 FC1414  ___________________________________________________________________
 FC1414  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FC1414  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1414  DYNAMIC HT  -         316.007 (meters)    1036.77  (feet)  COMP
 FC1414  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 FC1414
 FC1414  HORZ ORDER  -  SECOND
 FC1414  VERT ORDER  -  SECOND    CLASS 0
 FC1414
 FC1414.The horizontal coordinates were established by classical geodetic methods
 FC1414.and adjusted by the National Geodetic Survey in April 1999..
 FC1414
 FC1414.The orthometric height was determined by differential leveling
 FC1414.and adjusted by the National Geodetic Survey in June 1991..
 FC1414
 FC1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1414
 FC1414.The geoid height was determined by GEOID03.
 FC1414
 FC1414.The dynamic height is computed by dividing the NAVD 88
 FC1414.geopotential number by the normal gravity value computed on the
 FC1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1414.degrees latitude (g = 980.6199 gals.).
 FC1414
 FC1414.The modeled gravity was interpolated from observed gravity values.
 FC1414
 FC1414;                    North         East     Units Scale Factor Converg.
 FC1414;SPC TN       -   108,231.213   608,024.364   MT  0.99999014   +0 03 06.0
 FC1414;SPC TN       -   355,088.57  1,994,826.60   sFT  0.99999014   +0 03 06.0
 FC1414;UTM  16      - 3,907,831.221   598,930.742   MT  0.99972061   +0 37 44.5
 FC1414
 FC1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1414!SPC TN       -   0.99995488  x   0.99999014  =   0.99994502
 FC1414!UTM  16      -   0.99995488  x   0.99972061  =   0.99967551
 FC1414
 FC1414:                Primary Azimuth Mark                     Grid Az
 FC1414:SPC TN       -  TNHD MARK                                140 54 01.2
 FC1414:UTM  16      -  TNHD MARK                                140 19 22.7
 FC1414
 FC1414|---------------------------------------------------------------------|
 FC1414| PID    Reference Object                     Distance      Geod. Az  |
 FC1414|                                                           dddmmss.s |
 FC1414| CG7499 TNHD MARK                                          1405707.2 |
 FC1414| FC1413 SIMS RM 1                             9.740 METERS 16206     |
 FC1414| FC1415 SIMS RM 2                             7.849 METERS 29739     |
 FC1414|---------------------------------------------------------------------|
 FC1414
 FC1414                          SUPERSEDED SURVEY CONTROL
 FC1414
 FC1414  NAD 83(1995)-  35 18 31.66721(N)    085 54 42.35380(W) AD(       ) 2
 FC1414  NAD 83(1995)-  35 18 31.66720(N)    085 54 42.35425(W) AD(       ) 2
 FC1414  NAD 83(1995)-  35 18 31.67051(N)    085 54 42.35088(W) AD(       ) 2
 FC1414  NAD 83(1986)-  35 18 31.67219(N)    085 54 42.34974(W) AD(       ) 2
 FC1414  NAD 27      -  35 18 31.38020(N)    085 54 42.42620(W) AD(       ) 2
 FC1414  NGVD 29 (??/??/92)  316.310  (m)         1037.76   (f) ADJ UNCH    2 0
 FC1414
 FC1414.Superseded values are not recommended for survey control.
 FC1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1414.See file dsdata.txt to determine how the superseded data were derived.
 FC1414
 FC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9893107831(NAD 83)
 FC1414_MARKER: DE = TRAVERSE STATION DISK
 FC1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1414_STAMPING: SIMS 1962
 FC1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1414+STABILITY: SURFACE MOTION
 FC1414
 FC1414  HISTORY     - Date     Condition        Report By
 FC1414  HISTORY     - 1962     MONUMENTED       CGS
 FC1414  HISTORY     - 1962     GOOD             CGS
 FC1414
 FC1414                          STATION DESCRIPTION
 FC1414
 FC1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1414'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MONTEAGLE, ABOUT 1
 FC1414'1/2 MILES WEST OF PELHAM AND ON THE WEST RIGHT-OF- WAY OF INTERSTATE
 FC1414'HIGHWAY 24.
 FC1414'
 FC1414'TO REACH THE STATION FROM THE JUNCTION OF WHERE STATE HIGHWAY 50
 FC1414'OVERPASSES INTERSTATE HIGHWAY 24, WHICH IS ABOUT 1-1/2 MILES WEST OF
 FC1414'PELHAM, GO NORTHWEST ON INTERSTATE HIGHWAY 24 FOR 0.65 MILE TO THE
 FC1414'STATION ON THE LEFT.
 FC1414'
 FC1414'STATION MARK IS 93 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND
 FC1414'TRAFFIC LANE OF INTERSTATE HIGHWAY 24 AND 11.4 FEET EAST OF A METAL
 FC1414'WITNESS POST AND RIGHT-OF-WAY FENCE.  THE MARK IS A STANDARD TRAVERSE
 FC1414'DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED SIMS 1962.
 FC1414'
 FC1414'REFERENCE MARK NO. 1 IS 104 FEET WEST OF THE CENTER LINE OF THE SOUTH
 FC1414'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 31 FEET SOUTH OF A
 FC1414'METAL WITNESS POST AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 FC1414'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH AND
 FC1414'STAMPED SIMS NO 1 1962.
 FC1414'
 FC1414'REFERENCE MARK NO. 2 IS 104 FEET WEST OF THE CENTER LINE OF THE SOUTH
 FC1414'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 22.1 FEET NORTH OF A
 FC1414'METAL WITNESS POST AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 FC1414'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH AND
 FC1414'STAMPED SIMS NO 2 1962.
 FC1414'
 FC1414'THE TENNESSEE STATE HIGHWAY DEPARTMENT MARKER IS LOCATED IN THE SOUTH
 FC1414'WALKWAY OF THE OVERPASS WHERE TENNESSEE STATE HIGHWAY NO. 50
 FC1414'CROSSES THE INTERSTATE HIGHWAY 24.  IT IS A BRONZE TABLET SET IN A
 FC1414'DRILLED HOLE IN THE SOUTH WALKWAY, 79 FEET EAST OF THE WEST END
 FC1414'OF THE OVERPASS, 2 FEET SOUTH OF THE NORTH EDGE OF THE WALKWAY AND
 FC1414'1.1 FEET NORTH OF THE SOUTH EDGE OF THE WALKWAY.  THE DISK IS SET
 FC1414'FLUSH AND IS NOT STAMPED.
 FC1414'
 FC1414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FC1414
 FC1414                          STATION RECOVERY (1962)
 FC1414
 FC1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1414'1.5 MI W FROM PELHAM.
 FC1414'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MONTEAGLE, ABOUT
 FC1414'1.50 MILES WEST OF PELHAM AND ON THE WEST RIGHT OF WAY INTERSTATE
 FC1414'HIGHWAY 24.  TO REACH THE STATION FROM THE JUNCTION OF WHERE
 FC1414'STATE HIGHWAY 50 OVERPASSES INTERSTATE HIGHWAY 24, WHICH IS
 FC1414'ABOUT 1.50 MILES WEST OF PELHAM, GO NORTHWEST ON INTERSTATE
 FC1414'HIGHWAY 24 FOR 0.65 MILE TO THE STATION ON THE LEFT, 93 FEET
 FC1414'WEST OF THE CENTER LINE OF THE SOUTH BOUND TRAFFIC LANE OF
 FC1414'INTERSTATE HIGHWAY 24, AND 11.4 FEET EAST OF A METAL WITNESS
 FC1414'POST AND THE RIGHT OF WAY FENCE.  A STANDARD TRAVERSE STATION
 FC1414'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0685 ***********************************************************************
 FD0685  DESIGNATION -  SIMS AZ MK
 FD0685  PID         -  FD0685
 FD0685  STATE/COUNTY-  TN/WILLIAMSON
 FD0685  USGS QUAD   -  LEIPERS FORK (1981)
 FD0685
 FD0685                         *CURRENT SURVEY CONTROL
 FD0685  ___________________________________________________________________
 FD0685* NAD 83(1986)-  35 58 43.     (N)    086 53 18.     (W)     SCALED    
 FD0685* NAVD 88     -       195.687  (meters)     642.02   (feet)  ADJUSTED  
 FD0685  ___________________________________________________________________
 FD0685  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0685  DYNAMIC HT  -         195.516 (meters)     641.46  (feet)  COMP
 FD0685  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FD0685
 FD0685  VERT ORDER  -  SECOND    CLASS 0
 FD0685
 FD0685.The horizontal coordinates were scaled from a topographic map and have
 FD0685.an estimated accuracy of +/- 6 seconds.
 FD0685
 FD0685.The orthometric height was determined by differential leveling
 FD0685.and adjusted by the National Geodetic Survey in June 1991..
 FD0685
 FD0685.The geoid height was determined by GEOID03.
 FD0685
 FD0685.The dynamic height is computed by dividing the NAVD 88
 FD0685.geopotential number by the normal gravity value computed on the
 FD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0685.degrees latitude (g = 980.6199 gals.).
 FD0685
 FD0685.The modeled gravity was interpolated from observed gravity values.
 FD0685
 FD0685;                    North         East    Units  Estimated Accuracy
 FD0685;SPC TN       -   182,910.      519,890.      MT  (+/- 180 meters Scaled)
 FD0685
 FD0685                          SUPERSEDED SURVEY CONTROL
 FD0685
 FD0685  NGVD 29 (??/??/??)  195.69   (m)          642.0    (f) RESET       3  
 FD0685
 FD0685.Superseded values are not recommended for survey control.
 FD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0685.See file dsdata.txt to determine how the superseded data were derived.
 FD0685
 FD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE100815(NAD 83)
 FD0685_MARKER: DD = SURVEY DISK
 FD0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0685_STAMPING: SIMS AZI 1963
 FD0685_MARK LOGO: TNHD  
 FD0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0685+STABILITY: SURFACE MOTION
 FD0685
 FD0685  HISTORY     - Date     Condition        Report By
 FD0685  HISTORY     - 1963     MONUMENTED       TNHD
 FD0685  HISTORY     - 1963     GOOD             TNHD
 FD0685  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0685
 FD0685                          STATION DESCRIPTION
 FD0685
 FD0685'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0685'3 MI N FROM FRANKLIN.
 FD0685'THE MARK IS LOCATED AT THE SIMS 1963 STATION SITE, 14 FEET NORTH
 FD0685'OF THE CENTER OF BERRYS CHAPEL ROAD, 2 FEET SOUTH OF A ROCK
 FD0685'FENCE, 2 FEET EAST OF A UTILITY POLE AND 1.2 FEET EAST OF A
 FD0685'WITNESS POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0685'MONUMENT.
 FD0685
 FD0685                          STATION RECOVERY (1963)
 FD0685
 FD0685'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FD0685'THE AZIMUTH MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF BERRYS
 FD0685'CHAPEL ROAD, 2 FEET SOUTH
 FD0685'OF A ROCK FENCE, 2 FEET EAST OF A UTILITY POLE AND
 FD0685'1.2 FEET EAST OF A WITNESS POST.  IT
 FD0685'IS A STANDARD TENNESSEE HIGHWAY
 FD0685'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0685'CONCRETE MONUMENT AND
 FD0685'THE DISK IS STAMPED SIMS AZI 1963.
 FD0685'
 FD0685'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON U S
 FD0685'HIGHWAY 431 FOR 0.35 MILE
 FD0685'TO BERRYS CHAPEL ROAD, TURN RIGHT AND GO 0.05 MILE TO
 FD0685'THE AZIMUTH MARK ON THE LEFT.
 FD0685
 FD0685                          STATION RECOVERY (1972)
 FD0685
 FD0685'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JSL)
 FD0685'SIMS AZ. NOT FOUND.  BELIEVE COVERED BY FILL DIRT AROUND UTILITY
 FD0685'POLE.  DUG FOR BUT PROBABLY NOT DEEP ENOUGH.  COULD POSSIBLY BE DUG
 FD0685'OUT.
 FD0685'
 FD0685'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI N. OF FRANKLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0682 ***********************************************************************
 FD0682  DESIGNATION -  SIMS RM 1
 FD0682  PID         -  FD0682
 FD0682  STATE/COUNTY-  TN/WILLIAMSON
 FD0682  USGS QUAD   -  LEIPERS FORK (1981)
 FD0682
 FD0682                         *CURRENT SURVEY CONTROL
 FD0682  ___________________________________________________________________
 FD0682* NAD 83(1986)-  35 58 14.     (N)    086 53 02.     (W)     SCALED    
 FD0682* NAVD 88     -       214.546  (meters)     703.89   (feet)  ADJUSTED  
 FD0682  ___________________________________________________________________
 FD0682  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0682  DYNAMIC HT  -         214.358 (meters)     703.27  (feet)  COMP
 FD0682  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FD0682
 FD0682  VERT ORDER  -  SECOND    CLASS 0
 FD0682
 FD0682.The horizontal coordinates were scaled from a topographic map and have
 FD0682.an estimated accuracy of +/- 6 seconds.
 FD0682
 FD0682.The orthometric height was determined by differential leveling
 FD0682.and adjusted by the National Geodetic Survey in June 1991..
 FD0682
 FD0682.The geoid height was determined by GEOID03.
 FD0682
 FD0682.The dynamic height is computed by dividing the NAVD 88
 FD0682.geopotential number by the normal gravity value computed on the
 FD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0682.degrees latitude (g = 980.6199 gals.).
 FD0682
 FD0682.The modeled gravity was interpolated from observed gravity values.
 FD0682
 FD0682;                    North         East    Units  Estimated Accuracy
 FD0682;SPC TN       -   182,010.      520,280.      MT  (+/- 180 meters Scaled)
 FD0682
 FD0682                          SUPERSEDED SURVEY CONTROL
 FD0682
 FD0682  NGVD 29 (??/??/??)  214.55   (m)          703.9    (f) RESET       3  
 FD0682
 FD0682.Superseded values are not recommended for survey control.
 FD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0682.See file dsdata.txt to determine how the superseded data were derived.
 FD0682
 FD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104806(NAD 83)
 FD0682_MARKER: DD = SURVEY DISK
 FD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0682_STAMPING: SIMS RM 1 1963
 FD0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0682+STABILITY: SURFACE MOTION
 FD0682
 FD0682  HISTORY     - Date     Condition        Report By
 FD0682  HISTORY     - 1963     MONUMENTED       TNHD
 FD0682
 FD0682                          STATION DESCRIPTION
 FD0682
 FD0682'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0682'3 MI N FROM FRANKLIN.
 FD0682'THE MARK IS LOCATED AT THE SIMS 1963 STATION SITE, 34 FEET SOUTH
 FD0682'OF A TELEPHONE POLE, 11 FEET WEST OF THE TOP OF A HIGHWAY CUT
 FD0682'AND 1 FOOT EAST OF A WHITE WOODEN FENCE.  IT IS SET IN A 10-INCH
 FD0682'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1413 ***********************************************************************
 FC1413  DESIGNATION -  SIMS RM 1
 FC1413  PID         -  FC1413
 FC1413  STATE/COUNTY-  TN/COFFEE
 FC1413  USGS QUAD   -  ALTO (1947)
 FC1413
 FC1413                         *CURRENT SURVEY CONTROL
 FC1413  ___________________________________________________________________
 FC1413* NAD 83(1986)-  35 18 31.     (N)    085 54 42.     (W)     SCALED    
 FC1413* NAVD 88     -       316.461  (meters)    1038.26   (feet)  ADJUSTED  
 FC1413  ___________________________________________________________________
 FC1413  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1413  DYNAMIC HT  -         316.155 (meters)    1037.25  (feet)  COMP
 FC1413  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 FC1413
 FC1413  VERT ORDER  -  SECOND    CLASS 0
 FC1413
 FC1413.The horizontal coordinates were scaled from a topographic map and have
 FC1413.an estimated accuracy of +/- 6 seconds.
 FC1413
 FC1413.The orthometric height was determined by differential leveling
 FC1413.and adjusted by the National Geodetic Survey in June 1991..
 FC1413
 FC1413.The geoid height was determined by GEOID03.
 FC1413
 FC1413.The dynamic height is computed by dividing the NAVD 88
 FC1413.geopotential number by the normal gravity value computed on the
 FC1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1413.degrees latitude (g = 980.6199 gals.).
 FC1413
 FC1413.The modeled gravity was interpolated from observed gravity values.
 FC1413
 FC1413;                    North         East    Units  Estimated Accuracy
 FC1413;SPC TN       -   108,210.      608,030.      MT  (+/- 180 meters Scaled)
 FC1413
 FC1413                          SUPERSEDED SURVEY CONTROL
 FC1413
 FC1413  NGVD 29 (??/??/92)  316.457  (m)         1038.24   (f) ADJ UNCH    2 0
 FC1413
 FC1413.Superseded values are not recommended for survey control.
 FC1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1413.See file dsdata.txt to determine how the superseded data were derived.
 FC1413
 FC1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE989078(NAD 83)
 FC1413_MARKER: DR = REFERENCE MARK DISK
 FC1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1413_STAMPING: SIMS NO 1 1962
 FC1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1413+STABILITY: SURFACE MOTION
 FC1413
 FC1413  HISTORY     - Date     Condition        Report By
 FC1413  HISTORY     - 1962     MONUMENTED       CGS
 FC1413
 FC1413                          STATION DESCRIPTION
 FC1413
 FC1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1413'1.5 MI W FROM PELHAM.
 FC1413'AT THE SIMS STATION SITE, 104 FEET WEST OF THE CENTER LINE OF
 FC1413'THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 31.95
 FC1413'FEET SOUTH OF THE STATION, 31 FEET SOUTH OF A METAL WITNESS SIGN
 FC1413'AND 1 FOOT EAST OF THE RIGHT OF WAY FENCE.  A STANDARD REFERENCE
 FC1413'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0684 ***********************************************************************
 FD0684  DESIGNATION -  SIMS RM 2
 FD0684  PID         -  FD0684
 FD0684  STATE/COUNTY-  TN/WILLIAMSON
 FD0684  USGS QUAD   -  LEIPERS FORK (1981)
 FD0684
 FD0684                         *CURRENT SURVEY CONTROL
 FD0684  ___________________________________________________________________
 FD0684* NAD 83(1986)-  35 58 14.     (N)    086 53 02.     (W)     SCALED    
 FD0684* NAVD 88     -       212.124  (meters)     695.94   (feet)  ADJUSTED  
 FD0684  ___________________________________________________________________
 FD0684  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0684  DYNAMIC HT  -         211.938 (meters)     695.33  (feet)  COMP
 FD0684  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FD0684
 FD0684  VERT ORDER  -  SECOND    CLASS 0
 FD0684
 FD0684.The horizontal coordinates were scaled from a topographic map and have
 FD0684.an estimated accuracy of +/- 6 seconds.
 FD0684
 FD0684.The orthometric height was determined by differential leveling
 FD0684.and adjusted by the National Geodetic Survey in June 1991..
 FD0684
 FD0684.The geoid height was determined by GEOID03.
 FD0684
 FD0684.The dynamic height is computed by dividing the NAVD 88
 FD0684.geopotential number by the normal gravity value computed on the
 FD0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0684.degrees latitude (g = 980.6199 gals.).
 FD0684
 FD0684.The modeled gravity was interpolated from observed gravity values.
 FD0684
 FD0684;                    North         East    Units  Estimated Accuracy
 FD0684;SPC TN       -   182,010.      520,280.      MT  (+/- 180 meters Scaled)
 FD0684
 FD0684                          SUPERSEDED SURVEY CONTROL
 FD0684
 FD0684  NGVD 29 (??/??/??)  212.13   (m)          696.0    (f) RESET       3  
 FD0684
 FD0684.Superseded values are not recommended for survey control.
 FD0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0684.See file dsdata.txt to determine how the superseded data were derived.
 FD0684
 FD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104806(NAD 83)
 FD0684_MARKER: DD = SURVEY DISK
 FD0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0684_STAMPING: SIMS RM 2 1963
 FD0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0684+STABILITY: SURFACE MOTION
 FD0684
 FD0684  HISTORY     - Date     Condition        Report By
 FD0684  HISTORY     - 1963     MONUMENTED       TNHD
 FD0684
 FD0684                          STATION DESCRIPTION
 FD0684
 FD0684'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0684'3 MI N FROM FRANKLIN.
 FD0684'THE MARK IS LOCATED AT THE SIMS 1963 STATION SITE, 11 FEET WEST
 FD0684'OF THE TOP OF A HIGHWAY CUT AND 3 FEET EAST OF A WHITE WOODEN
 FD0684'FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1415 ***********************************************************************
 FC1415  DESIGNATION -  SIMS RM 2
 FC1415  PID         -  FC1415
 FC1415  STATE/COUNTY-  TN/COFFEE
 FC1415  USGS QUAD   -  ALTO (1947)
 FC1415
 FC1415                         *CURRENT SURVEY CONTROL
 FC1415  ___________________________________________________________________
 FC1415* NAD 83(1986)-  35 18 31.     (N)    085 54 42.     (W)     SCALED    
 FC1415* NAVD 88     -       316.266  (meters)    1037.62   (feet)  ADJUSTED  
 FC1415  ___________________________________________________________________
 FC1415  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1415  DYNAMIC HT  -         315.960 (meters)    1036.61  (feet)  COMP
 FC1415  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 FC1415
 FC1415  VERT ORDER  -  SECOND    CLASS 0
 FC1415
 FC1415.The horizontal coordinates were scaled from a topographic map and have
 FC1415.an estimated accuracy of +/- 6 seconds.
 FC1415
 FC1415.The orthometric height was determined by differential leveling
 FC1415.and adjusted by the National Geodetic Survey in June 1991..
 FC1415
 FC1415.The geoid height was determined by GEOID03.
 FC1415
 FC1415.The dynamic height is computed by dividing the NAVD 88
 FC1415.geopotential number by the normal gravity value computed on the
 FC1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1415.degrees latitude (g = 980.6199 gals.).
 FC1415
 FC1415.The modeled gravity was interpolated from observed gravity values.
 FC1415
 FC1415;                    North         East    Units  Estimated Accuracy
 FC1415;SPC TN       -   108,210.      608,030.      MT  (+/- 180 meters Scaled)
 FC1415
 FC1415                          SUPERSEDED SURVEY CONTROL
 FC1415
 FC1415  NGVD 29 (??/??/92)  316.262  (m)         1037.60   (f) ADJ UNCH    2 0
 FC1415
 FC1415.Superseded values are not recommended for survey control.
 FC1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1415.See file dsdata.txt to determine how the superseded data were derived.
 FC1415
 FC1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE989078(NAD 83)
 FC1415_MARKER: DR = REFERENCE MARK DISK
 FC1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1415_STAMPING: SIMS NO 2 1962
 FC1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1415+STABILITY: SURFACE MOTION
 FC1415
 FC1415  HISTORY     - Date     Condition        Report By
 FC1415  HISTORY     - 1962     MONUMENTED       CGS
 FC1415
 FC1415                          STATION DESCRIPTION
 FC1415
 FC1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1415'1.5 MI W FROM PELHAM.
 FC1415'AT THE SIMS STATION SITE, 104 FEET WEST OF THE CENTER LINE OF
 FC1415'THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 25.75
 FC1415'FEET NORTHWEST OF THE STATION, 22.1 FEET NORTH OF A METAL
 FC1415'WITNESS POST AND 1 FOOT EAST OF THE RIGHT OF WAY FENCE.  A
 FC1415'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1415'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1422 ***********************************************************************
 FD1422  DESIGNATION -  SINGER COMPANY WATER TANK
 FD1422  PID         -  FD1422
 FD1422  STATE/COUNTY-  TN/RUTHERFORD
 FD1422  USGS QUAD   -  WALTERHILL (1998)
 FD1422
 FD1422                         *CURRENT SURVEY CONTROL
 FD1422  ___________________________________________________________________
 FD1422* NAD 83(1995)-  35 54 59.73092(N)    086 27 49.82451(W)     ADJUSTED  
 FD1422* NAVD 88     -                                                        
 FD1422  ___________________________________________________________________
 FD1422  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FD1422  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD1422
 FD1422  HORZ ORDER  -  THIRD
 FD1422
 FD1422.The horizontal coordinates were established by classical geodetic methods
 FD1422.and adjusted by the National Geodetic Survey in April 1999..
 FD1422
 FD1422
 FD1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1422
 FD1422.The geoid height was determined by GEOID03.
 FD1422
 FD1422;                    North         East     Units Scale Factor Converg.
 FD1422;SPC TN       -   175,760.291   558,136.742   MT  0.99994943   -0 16 17.6
 FD1422;SPC TN       -   576,640.22  1,831,153.63   sFT  0.99994943   -0 16 17.6
 FD1422;UTM  16      - 3,974,830.115   548,373.869   MT  0.99962883   +0 18 52.3
 FD1422
 FD1422                          SUPERSEDED SURVEY CONTROL
 FD1422
 FD1422  NAD 83(1995)-  35 54 59.73685(N)    086 27 49.82750(W) AD(       ) 4
 FD1422  NAD 83(1986)-  35 54 59.74220(N)    086 27 49.82556(W) AD(       ) 4
 FD1422  NAD 27      -  35 54 59.50900(N)    086 27 49.85800(W) AD(       ) 3
 FD1422
 FD1422.Superseded values are not recommended for survey control.
 FD1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1422.See file dsdata.txt to determine how the superseded data were derived.
 FD1422
 FD1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4837474830(NAD 83)
 FD1422_MARKER: 53 = ELEVATED TANK
 FD1422
 FD1422  HISTORY     - Date     Condition        Report By
 FD1422  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1422
 FD1422                          STATION DESCRIPTION
 FD1422
 FD1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1422'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1422'INTERNATIONAL
 FD1422'ORANGE AND WHITE CHECKERBOARD, WITH A DOMED ROOF AND
 FD1422'HAS A RED LIGHT AT THE TOP AND
 FD1422'CENTER.  THE OVER-ALL HEIGHT IS 150
 FD1422'FEET.  THE RED LIGHT AT THE TOP AND CENTER WAS
 FD1422'THE POINT INTERSECTED.
 FD1422'
 FD1422'IT IS LOCATED ABOUT 6 MILES NORTHWEST OF MURFREESBORO, ON THE
 FD1422'SOUTHWEST SIDE OF U S
 FD1422'HIGHWAY 70S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2024 ***********************************************************************
 GA2024  DESIGNATION -  SKEEN
 GA2024  PID         -  GA2024
 GA2024  STATE/COUNTY-  TN/JEFFERSON
 GA2024  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2024
 GA2024                         *CURRENT SURVEY CONTROL
 GA2024  ___________________________________________________________________
 GA2024* NAD 83(1995)-  36 01 13.22988(N)    083 28 36.85739(W)     ADJUSTED  
 GA2024* NAVD 88     -       410.909  (meters)    1348.12   (feet)  ADJUSTED  
 GA2024  ___________________________________________________________________
 GA2024  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GA2024  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2024  DYNAMIC HT  -         410.527 (meters)    1346.87  (feet)  COMP
 GA2024  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA2024
 GA2024  HORZ ORDER  -  SECOND
 GA2024  VERT ORDER  -  SECOND    CLASS 0
 GA2024
 GA2024.The horizontal coordinates were established by classical geodetic methods
 GA2024.and adjusted by the National Geodetic Survey in April 1999..
 GA2024
 GA2024.The orthometric height was determined by differential leveling
 GA2024.and adjusted by the National Geodetic Survey in June 1991..
 GA2024
 GA2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2024
 GA2024.The geoid height was determined by GEOID03.
 GA2024
 GA2024.The dynamic height is computed by dividing the NAVD 88
 GA2024.geopotential number by the normal gravity value computed on the
 GA2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2024.degrees latitude (g = 980.6199 gals.).
 GA2024
 GA2024.The modeled gravity was interpolated from observed gravity values.
 GA2024
 GA2024;                    North         East     Units Scale Factor Converg.
 GA2024;SPC TN       -   190,103.813   827,397.399   MT  0.99995367   +1 28 37.6
 GA2024;SPC TN       -   623,698.93  2,714,552.97   sFT  0.99995367   +1 28 37.6
 GA2024;UTM  17      - 3,989,042.840   276,798.178   MT  1.00021390   -1 27 25.9
 GA2024
 GA2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2024!SPC TN       -   0.99994035  x   0.99995367  =   0.99989403
 GA2024!UTM  17      -   0.99994035  x   1.00021390  =   1.00015424
 GA2024
 GA2024:                Primary Azimuth Mark                     Grid Az
 GA2024:SPC TN       -  SKEEN AZ MK                              068 15 59.2
 GA2024:UTM  17      -  SKEEN AZ MK                              071 12 02.7
 GA2024
 GA2024|---------------------------------------------------------------------|
 GA2024| PID    Reference Object                     Distance      Geod. Az  |
 GA2024|                                                           dddmmss.s |
 GA2024| GA2027 SKEEN AZ MK                                        0694436.8 |
 GA2024| GA2025 SKEEN RM 1                           12.784 METERS 10430     |
 GA2024| GA2023 SKEEN RM 2                           11.954 METERS 21616     |
 GA2024|---------------------------------------------------------------------|
 GA2024
 GA2024                          SUPERSEDED SURVEY CONTROL
 GA2024
 GA2024  NAD 83(1995)-  36 01 13.23614(N)    083 28 36.85989(W) AD(       ) 2
 GA2024  NAD 83(1995)-  36 01 13.23684(N)    083 28 36.86159(W) AD(       ) 2
 GA2024  NAD 83(1995)-  36 01 13.23636(N)    083 28 36.86029(W) AD(       ) 2
 GA2024  NAD 83(1986)-  36 01 13.24075(N)    083 28 36.85924(W) AD(       ) 2
 GA2024  NAD 27      -  36 01 12.91780(N)    083 28 37.25070(W) AD(       ) 2
 GA2024  NGVD 29 (??/??/92)  411.076  (m)         1348.67   (f) ADJ UNCH    2 0
 GA2024
 GA2024.Superseded values are not recommended for survey control.
 GA2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2024.See file dsdata.txt to determine how the superseded data were derived.
 GA2024
 GA2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7679889043(NAD 83)
 GA2024_MARKER: DE = TRAVERSE STATION DISK
 GA2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2024_STAMPING: SKEEN 1961
 GA2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2024+STABILITY: SURFACE MOTION
 GA2024
 GA2024  HISTORY     - Date     Condition        Report By
 GA2024  HISTORY     - 1961     MONUMENTED       CGS
 GA2024  HISTORY     - 1961     GOOD             CGS
 GA2024
 GA2024                          STATION DESCRIPTION
 GA2024
 GA2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2024'THE STATION IS LOCATED ABOUT 4 MILES WEST OF DANDRIDGE.
 GA2024'
 GA2024'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GA2024'HIGHWAY 92 IN DANDRIDGE, GO
 GA2024'WEST ON U.S.  HIGHWAY 70 FOR 2.7 MILES TO THE
 GA2024'AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2024'ON U.S.  HIGHWAY 70 FOR 0.65 MILE
 GA2024'TO A T ROAD LEFT, TURN LEFT, AND GO 0.1 MILE TO A T
 GA2024'ROAD, TURN RIGHT,
 GA2024'AND GO ABOUT 100 FEET TO A WOODEN GATE, PASS THROUGH GATE AND GO
 GA2024'AROUND NORTH SIDE
 GA2024'OF BARN TO A GATE, PASS THROUGH GATE AND GO ACROSS
 GA2024'PASTURE AND UP HILL FOR 0.35 MILE TO
 GA2024'TOP OF HILL AND STATION.
 GA2024'
 GA2024'STATION MARK IS 100 FEET EAST OF A WIRE FENCE AND 5.2 FEET SOUTH OF A
 GA2024'WITNESS SIGN.  THE MARK IS
 GA2024'A STANDARD TRAVERSE DISK, FLUSH AND IS STAMPED
 GA2024'SKEEN 1961.
 GA2024'
 GA2024'REFERENCE MARK NO. 1 IS A STANDARD DISK, FLUSH AND IS STAMPED SKEEN
 GA2024'NO 1 1961.
 GA2024'
 GA2024'REFERENCE MARK NO. 2 IS A STANDARD DISK, FLUSH AND IS STAMPED SKEEN
 GA2024'NO 2 1961.
 GA2024'
 GA2024'AZIMUTH MARK IS 175 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70, 58
 GA2024'FEET NORTHWEST OF THE
 GA2024'NORTHWEST CORNER OF A HOUSE, 9 FEET WEST OF THE
 GA2024'CENTER OF A PRIVATE DRIVE AND 1.1
 GA2024'FEET WEST OF A WITNESS SIGN.  THE
 GA2024'MARK IS A STANDARD DISK, FLUSH AND IS STAMPED SKEEN
 GA2024'1961.
 GA2024'
 GA2024'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GA2024
 GA2024                          STATION RECOVERY (1961)
 GA2024
 GA2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2024'4.6 MI W FROM DANDRIDGE.
 GA2024'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2024'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2024'2.2 MILES.  THE STATION IS LOCATED ON THE CREST OF A PROMINENT HILL
 GA2024'ABOUT 0.2 MILE SOUTHWEST OF THE HIGHWAY, 100 FT. EAST OF A WIRE
 GA2024'FENCE AND 5.2 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2024'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2027 ***********************************************************************
 GA2027  DESIGNATION -  SKEEN AZ MK
 GA2027  PID         -  GA2027
 GA2027  STATE/COUNTY-  TN/JEFFERSON
 GA2027  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2027
 GA2027                         *CURRENT SURVEY CONTROL
 GA2027  ___________________________________________________________________
 GA2027* NAD 83(1986)-  36 01 29.     (N)    083 27 44.     (W)     SCALED    
 GA2027* NAVD 88     -       404.919  (meters)    1328.47   (feet)  ADJUSTED  
 GA2027  ___________________________________________________________________
 GA2027  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2027  DYNAMIC HT  -         404.541 (meters)    1327.23  (feet)  COMP
 GA2027  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 GA2027
 GA2027  VERT ORDER  -  SECOND    CLASS 0
 GA2027
 GA2027.The horizontal coordinates were scaled from a topographic map and have
 GA2027.an estimated accuracy of +/- 6 seconds.
 GA2027
 GA2027.The orthometric height was determined by differential leveling
 GA2027.and adjusted by the National Geodetic Survey in June 1991..
 GA2027
 GA2027.The geoid height was determined by GEOID03.
 GA2027
 GA2027.The dynamic height is computed by dividing the NAVD 88
 GA2027.geopotential number by the normal gravity value computed on the
 GA2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2027.degrees latitude (g = 980.6199 gals.).
 GA2027
 GA2027.The modeled gravity was interpolated from observed gravity values.
 GA2027
 GA2027;                    North         East    Units  Estimated Accuracy
 GA2027;SPC TN       -   190,620.      828,710.      MT  (+/- 180 meters Scaled)
 GA2027
 GA2027                          SUPERSEDED SURVEY CONTROL
 GA2027
 GA2027  NGVD 29 (??/??/92)  405.082  (m)         1329.01   (f) ADJ UNCH    2 0
 GA2027
 GA2027.Superseded values are not recommended for survey control.
 GA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2027.See file dsdata.txt to determine how the superseded data were derived.
 GA2027
 GA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV781894(NAD 83)
 GA2027_MARKER: DZ = AZIMUTH MARK DISK
 GA2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2027_STAMPING: SKEEN 1961
 GA2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2027+STABILITY: SURFACE MOTION
 GA2027
 GA2027  HISTORY     - Date     Condition        Report By
 GA2027  HISTORY     - 1961     MONUMENTED       CGS
 GA2027
 GA2027                          STATION DESCRIPTION
 GA2027
 GA2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2027'3.7 MI W FROM DANDRIDGE.
 GA2027'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2027'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2027'1.5 MILES WEST ON INTERSTATE HIGHWAY 40.  THE AZIMUTH MARK IS
 GA2027'ABOUT 0.05 MILE SOUTHWEST OF A BARN AT THE TOP OF A HILL THAT IS
 GA2027'ABOUT 0.1 MILE SOUTH OF THE HIGHWAY, 175 FT. NORTH OF THE CENTER
 GA2027'OF U.S. HIGHWAY 70 AND 25W, 58 FT. NORTHWEST OF THE NORTHWEST
 GA2027'CORNER OF A HOUSE, 9 FT. WEST OF THE CENTER OF A PRIVATE DRIVE,
 GA2027'AND 1.1 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA2027'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2025 ***********************************************************************
 GA2025  DESIGNATION -  SKEEN RM 1
 GA2025  PID         -  GA2025
 GA2025  STATE/COUNTY-  TN/JEFFERSON
 GA2025  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2025
 GA2025                         *CURRENT SURVEY CONTROL
 GA2025  ___________________________________________________________________
 GA2025* NAD 83(1986)-  36 01 12.     (N)    083 28 37.     (W)     SCALED    
 GA2025* NAVD 88     -       410.871  (meters)    1348.00   (feet)  ADJUSTED  
 GA2025  ___________________________________________________________________
 GA2025  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2025  DYNAMIC HT  -         410.489 (meters)    1346.75  (feet)  COMP
 GA2025  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA2025
 GA2025  VERT ORDER  -  SECOND    CLASS 0
 GA2025
 GA2025.The horizontal coordinates were scaled from a topographic map and have
 GA2025.an estimated accuracy of +/- 6 seconds.
 GA2025
 GA2025.The orthometric height was determined by differential leveling
 GA2025.and adjusted by the National Geodetic Survey in June 1991..
 GA2025
 GA2025.The geoid height was determined by GEOID03.
 GA2025
 GA2025.The dynamic height is computed by dividing the NAVD 88
 GA2025.geopotential number by the normal gravity value computed on the
 GA2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2025.degrees latitude (g = 980.6199 gals.).
 GA2025
 GA2025.The modeled gravity was interpolated from observed gravity values.
 GA2025
 GA2025;                    North         East    Units  Estimated Accuracy
 GA2025;SPC TN       -   190,070.      827,400.      MT  (+/- 180 meters Scaled)
 GA2025
 GA2025                          SUPERSEDED SURVEY CONTROL
 GA2025
 GA2025  NGVD 29 (??/??/92)  411.038  (m)         1348.55   (f) ADJ UNCH    2 0
 GA2025
 GA2025.Superseded values are not recommended for survey control.
 GA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2025.See file dsdata.txt to determine how the superseded data were derived.
 GA2025
 GA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV767890(NAD 83)
 GA2025_MARKER: DR = REFERENCE MARK DISK
 GA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2025_STAMPING: SKEEN NO 1 1961
 GA2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2025+STABILITY: SURFACE MOTION
 GA2025
 GA2025  HISTORY     - Date     Condition        Report By
 GA2025  HISTORY     - 1961     MONUMENTED       CGS
 GA2025
 GA2025                          STATION DESCRIPTION
 GA2025
 GA2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2025'4.6 MI W FROM DANDRIDGE.
 GA2025'THIS MARK IS LOCATED AT THE SKEEN 1961 STATION SITE, 42 FT.
 GA2025'EAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2025'POST FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR STATION
 GA2025'SKEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2023 ***********************************************************************
 GA2023  DESIGNATION -  SKEEN RM 2
 GA2023  PID         -  GA2023
 GA2023  STATE/COUNTY-  TN/JEFFERSON
 GA2023  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2023
 GA2023                         *CURRENT SURVEY CONTROL
 GA2023  ___________________________________________________________________
 GA2023* NAD 83(1986)-  36 01 12.     (N)    083 28 37.     (W)     SCALED    
 GA2023* NAVD 88     -       410.832  (meters)    1347.87   (feet)  ADJUSTED  
 GA2023  ___________________________________________________________________
 GA2023  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2023  DYNAMIC HT  -         410.450 (meters)    1346.62  (feet)  COMP
 GA2023  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA2023
 GA2023  VERT ORDER  -  SECOND    CLASS 0
 GA2023
 GA2023.The horizontal coordinates were scaled from a topographic map and have
 GA2023.an estimated accuracy of +/- 6 seconds.
 GA2023
 GA2023.The orthometric height was determined by differential leveling
 GA2023.and adjusted by the National Geodetic Survey in June 1991..
 GA2023
 GA2023.The geoid height was determined by GEOID03.
 GA2023
 GA2023.The dynamic height is computed by dividing the NAVD 88
 GA2023.geopotential number by the normal gravity value computed on the
 GA2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2023.degrees latitude (g = 980.6199 gals.).
 GA2023
 GA2023.The modeled gravity was interpolated from observed gravity values.
 GA2023
 GA2023;                    North         East    Units  Estimated Accuracy
 GA2023;SPC TN       -   190,070.      827,400.      MT  (+/- 180 meters Scaled)
 GA2023
 GA2023                          SUPERSEDED SURVEY CONTROL
 GA2023
 GA2023  NGVD 29 (??/??/92)  410.999  (m)         1348.42   (f) ADJ UNCH    2 0
 GA2023
 GA2023.Superseded values are not recommended for survey control.
 GA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2023.See file dsdata.txt to determine how the superseded data were derived.
 GA2023
 GA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV767890(NAD 83)
 GA2023_MARKER: DR = REFERENCE MARK DISK
 GA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2023_STAMPING: SKEEN NO 2 1961
 GA2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2023+STABILITY: SURFACE MOTION
 GA2023
 GA2023  HISTORY     - Date     Condition        Report By
 GA2023  HISTORY     - 1961     MONUMENTED       CGS
 GA2023
 GA2023                          STATION DESCRIPTION
 GA2023
 GA2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2023'4.6 MI W FROM DANDRIDGE.
 GA2023'THIS MARK IS LOCATED AT THE SKEEN 1961 STATION SITE, 39.2 FT.
 GA2023'SOUTHWEST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 GA2023'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR
 GA2023'STATION SKEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0816 ***********************************************************************
 GB0816  DESIGNATION -  SKY
 GB0816  PID         -  GB0816
 GB0816  STATE/COUNTY-  TN/CAMPBELL
 GB0816  USGS QUAD   -  JACKSBORO (1991)
 GB0816
 GB0816                         *CURRENT SURVEY CONTROL
 GB0816  ___________________________________________________________________
 GB0816* NAD 83(1995)-  36 21 12.40950(N)    084 09 11.10564(W)     ADJUSTED  
 GB0816* NAVD 88     -       352.889  (meters)    1157.77   (feet)  ADJUSTED  
 GB0816  ___________________________________________________________________
 GB0816  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 GB0816  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0816  DYNAMIC HT  -         352.576 (meters)    1156.74  (feet)  COMP
 GB0816  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 GB0816
 GB0816  HORZ ORDER  -  SECOND
 GB0816  VERT ORDER  -  SECOND    CLASS 0
 GB0816
 GB0816.The horizontal coordinates were established by classical geodetic methods
 GB0816.and adjusted by the National Geodetic Survey in April 1999..
 GB0816
 GB0816.The orthometric height was determined by differential leveling
 GB0816.and adjusted by the National Geodetic Survey in June 1991..
 GB0816
 GB0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0816
 GB0816.The geoid height was determined by GEOID03.
 GB0816
 GB0816.The dynamic height is computed by dividing the NAVD 88
 GB0816.geopotential number by the normal gravity value computed on the
 GB0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0816.degrees latitude (g = 980.6199 gals.).
 GB0816
 GB0816.The modeled gravity was interpolated from observed gravity values.
 GB0816
 GB0816;                    North         East     Units Scale Factor Converg.
 GB0816;SPC TN       -   225,697.657   765,766.837   MT  0.99998940   +1 04 52.5
 GB0816;SPC TN       -   740,476.40  2,512,353.36   sFT  0.99998940   +1 04 52.5
 GB0816;UTM  16      - 4,026,916.036   755,467.376   MT  1.00040418   +1 41 18.5
 GB0816
 GB0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0816!SPC TN       -   0.99994931  x   0.99998940  =   0.99993872
 GB0816!UTM  16      -   0.99994931  x   1.00040418  =   1.00035347
 GB0816
 GB0816|---------------------------------------------------------------------|
 GB0816| PID    Reference Object                     Distance      Geod. Az  |
 GB0816|                                                           dddmmss.s |
 GB0816| GB0817 SKY RM 1                             12.816 METERS 01238     |
 GB0816| GB2530 LAFOLLETTE MUNICIPAL TANK           APPROX. 3.1 KM 0485025.4 |
 GB0816| GB0818 SKY RM 2                             12.389 METERS 08039     |
 GB0816|---------------------------------------------------------------------|
 GB0816
 GB0816                          SUPERSEDED SURVEY CONTROL
 GB0816
 GB0816  NAD 83(1995)-  36 21 12.41087(N)    084 09 11.10882(W) AD(       ) 2
 GB0816  NAD 83(1995)-  36 21 12.41660(N)    084 09 11.10958(W) AD(       ) 2
 GB0816  NAD 83(1986)-  36 21 12.41982(N)    084 09 11.10661(W) AD(       ) 2
 GB0816  NAD 27      -  36 21 12.12212(N)    084 09 11.37376(W) AD(       ) 2
 GB0816  NGVD 29 (??/??/92)  352.985  (m)         1158.09   (f) ADJ UNCH    2 0
 GB0816
 GB0816.Superseded values are not recommended for survey control.
 GB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0816.See file dsdata.txt to determine how the superseded data were derived.
 GB0816
 GB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5546726916(NAD 83)
 GB0816_MARKER: DD = SURVEY DISK
 GB0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0816_STAMPING: SKY 1964
 GB0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0816+STABILITY: SURFACE MOTION
 GB0816
 GB0816  HISTORY     - Date     Condition        Report By
 GB0816  HISTORY     - 1964     MONUMENTED       TNHD
 GB0816  HISTORY     - 1965     GOOD             TNHD
 GB0816  HISTORY     - 1976     GOOD             NGS
 GB0816
 GB0816                          STATION DESCRIPTION
 GB0816
 GB0816'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0816'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF JACKSBORO.
 GB0816'
 GB0816'TO REACH THE STATION FROM THE CAMPBELL COUNTY COURTHOUSE IN
 GB0816'JACKSBORO, GO 2.5 MILES
 GB0816'NORTHEAST ON U.  S.  HIGHWAY 25W TO THE STATION ON THE LEFT.
 GB0816'
 GB0816'THE STATION IS ABOUT 108 FEET NORTHWEST OF A UTILITY POLE AND IN A
 GB0816'FENCE LINE, 3.0 FEET EAST
 GB0816'OF A WITNESS POST AND 1.5 FEET NORTHWEST OF A 4-INCH
 GB0816'WALNUT TREE.  THE SURFACE AND
 GB0816'UNDERGROUND MARKS ARE STANDARD
 GB0816'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0816'ARE STAMPED SKY
 GB0816'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0816'REFERENCE MARK
 GB0816'NO. 1 IS 37 FEET SOUTHEAST OF A 10-INCH LOCUST TREE AND 12
 GB0816'FEET SOUTHWEST OF THE APPROXIMATE
 GB0816'CENTER OF A GRAVELED DRIVE TO THE
 GB0816'SKYWAY SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB0816'IS STAMPED SKY
 GB0816'RM-1 1964.
 GB0816'
 GB0816'REFERENCE MARK NO. 2 IS 22 FEET SUTH OF A GRAVELED DRIVE TO THE
 GB0816'SKYWAY DRIVE-IN
 GB0816'THEATRE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0816'SET IN A 10-INCH DRIVE-IN
 GB0816'THEATER, 8 FEET SOUTHEAST OF A 10-INCH
 GB0816'LOCUST TREE AND 5 FEET SOUTHWEST OF THE END
 GB0816'OF A WHITE WOODEN FENCE.
 GB0816'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0816'10-INCH SQUARE,
 GB0816'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SKY RM-2
 GB0816'1964.
 GB0816'
 GB0816'THE LAFOLLETTE MUNICIPAL WATER TANK WILL SERVE AS THE AZIMUTH MARK.
 GB0816'SEE DESCRIPTION
 GB0816'THEREOF.
 GB0816
 GB0816                          STATION RECOVERY (1965)
 GB0816
 GB0816'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0816'2.5 MI NE FROM JACKSBORO.
 GB0816'FROM THE CAMPBELL COUNTY COURT HOUSE IN JACKSBORO, GO 2.5 MILES
 GB0816'NORTHEAST ON U.S. HIGHWAY 25W TO THE STATION ON THE LEFT, 108
 GB0816'FEET NORTHWEST OF A UTILITY POLE AND IN A FENCE LINE, 3.0 FEET
 GB0816'EAST OF A METAL WITNESS POST WITH SIGN AND 1.5 FEET NORTHWEST
 GB0816'OF A 4-INCH WALNUT TREE.  THE MARK IS A STANDARD TENNESSEE
 GB0816'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0816'MONUMENT, STAMPED SKY 1964.
 GB0816
 GB0816                          STATION RECOVERY (1976)
 GB0816
 GB0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB0816'NOT OCCUPIED.
 GB0816'
 GB0816'THE STATION AND REFERENCE MARKS WERE FOUND AFTER SEVERAL HOURS
 GB0816'SEARCH.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS--
 GB0816'
 GB0816'THE STATION IS LOCATED ON THE PROPERTY OF THE SKY DRIVE-IN THEATER,
 GB0816'14 FEET SOUTHWEST OF A CORNER POST OF 10 FOOT HIGH WOVEN WIRE FENCE,
 GB0816'DIRECTLY UNDER A 6 FOOT HIGH WOVEN WIRE FENCE BETWEEN PRATER
 GB0816'CHEVROLET AND THE DRIVE-IN, 35 FEET WEST OF A 14 INCH LOCUST TREE,
 GB0816'117 FEET NORTHWEST OF A FENCE CORNER POST AND 161 FEET NORTHWEST
 GB0816'OF THE CENTERLINE OF THE WEST BOUND LANE OF U. S. HIGHWAY 25
 GB0816'W.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED SKY
 GB0816'1964.
 GB0816'
 GB0816'REFERENCE MARK 1 IS 29 FEET EAST OF THE 6 FOOT HIGH FENCE, 15 FEET
 GB0816'NORTHEAST OF THE END POST OF THE 10 FOOT HIGH FENCE AND 38 FEET
 GB0816'NORTHWEST OF THE 14 INCH LOCUST TREE.  THE MONUMENT IS 8 INCHES
 GB0816'UNDERGROUND AND THE DISK IS STAMPED SKY RM 1-1964.
 GB0816'
 GB0816'REFERENCE MARK 2 IS 3 FEET SOUTH OF THE 10 FOOT HIGH FENCE, 8 FEET
 GB0816'SOUTHEAST OF THE 14 INCH LOCUST TREE AND 22 FEET SOUTHWEST OF THE
 GB0816'CENTERLINE OF A PAVED DRIVE. THE MONUMENT IS 2 INCHES UNDERGROUND
 GB0816'AND THE DISK IS STAMPED SKY RM-2 1964.
 GB0816'
 GB0816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GB0816'NORTHEAST OF JACKSBORO.
 GB0816'
 GB0816'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2491 ***********************************************************************
 FE2491  DESIGNATION -  SKY
 FE2491  PID         -  FE2491
 FE2491  STATE/COUNTY-  TN/HARDEMAN
 FE2491  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2491
 FE2491                         *CURRENT SURVEY CONTROL
 FE2491  ___________________________________________________________________
 FE2491* NAD 83(1995)-  35 12 55.09183(N)    089 07 37.90698(W)     ADJUSTED  
 FE2491* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2491  ___________________________________________________________________
 FE2491  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FE2491  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2491
 FE2491  HORZ ORDER  -  SECOND
 FE2491
 FE2491.The horizontal coordinates were established by classical geodetic methods
 FE2491.and adjusted by the National Geodetic Survey in April 1999..
 FE2491
 FE2491.The orthometric height was scaled from a topographic map.
 FE2491
 FE2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2491
 FE2491.The geoid height was determined by GEOID03.
 FE2491
 FE2491;                    North         East     Units Scale Factor Converg.
 FE2491;SPC TN       -   102,403.713   315,320.403   MT  1.00000630   -1 49 50.8
 FE2491;SPC TN       -   335,969.52  1,034,513.69   sFT  1.00000630   -1 49 50.8
 FE2491;UTM  16      - 3,898,992.928   306,384.602   MT  1.00006201   -1 13 37.3
 FE2491
 FE2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2491!SPC TN       -   0.99997234  x   1.00000630  =   0.99997864
 FE2491!UTM  16      -   0.99997234  x   1.00006201  =   1.00003435
 FE2491
 FE2491|---------------------------------------------------------------------|
 FE2491| PID    Reference Object                     Distance      Geod. Az  |
 FE2491|                                                           dddmmss.s |
 FE2491| CG4291 SKY RM 1                             18.824 METERS 03024     |
 FE2491| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX.11.2 KM 0540119.7 |
 FE2491| FE2282 BOLIVAR N MUNICIPAL TANK            APPROX.13.2 KM 0685831.7 |
 FE2491| FE2478 HICKORY VALLEY WEST RAD MAST        APPROX. 5.1 KM 1490302.7 |
 FE2491| FE2477 HICKORY VALLEY LOT WT 10            APPROX. 4.7 KM 1592914.7 |
 FE2491| CG4290 SKY AZ MK                                          1903530.4 |
 FE2491| CG4292 SKY RM 2                             20.788 METERS 27634     |
 FE2491|---------------------------------------------------------------------|
 FE2491
 FE2491                          SUPERSEDED SURVEY CONTROL
 FE2491
 FE2491  NAD 83(1995)-  35 12 55.09510(N)    089 07 37.90743(W) AD(       ) 2
 FE2491  NAD 83(1995)-  35 12 55.09807(N)    089 07 37.90836(W) AD(       ) 2
 FE2491  NAD 83(1986)-  35 12 55.10376(N)    089 07 37.90718(W) AD(       ) 2
 FE2491  NAD 27      -  35 12 54.79990(N)    089 07 37.67550(W) AD(       ) 2
 FE2491
 FE2491.Superseded values are not recommended for survey control.
 FE2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2491.See file dsdata.txt to determine how the superseded data were derived.
 FE2491
 FE2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0638598993(NAD 83)
 FE2491_MARKER: DS = TRIANGULATION STATION DISK
 FE2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2491
 FE2491  HISTORY     - Date     Condition        Report By
 FE2491  HISTORY     - 1958     MONUMENTED       CGS
 FE2491
 FE2491                          STATION DESCRIPTION
 FE2491
 FE2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2491'THE STATION IS ABOUT 4.5 MILES NORTH OF HICKORY VALLEY ON THE SKY TOP
 FE2491'FARM AND IS ON A HIGH HILL JUST SOUTH OF A BARN.  THE SKY TOP FARM
 FE2491'BELONGS TO MR. CHARLES P. OATES WHO LIVES AT 515 SOUTH PARKWAY EAST,
 FE2491'IN MEMPHIS.  IT IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FE2491'BARN, 8 FEET SOUTHEAST OF A WHITE WITNESS POST, 44 FEET SOUTHWEST OF
 FE2491'A 10-INCH OAK TREE, 57 FEET NORTH OF A CATTLE GATE, 31 FEET WEST OF
 FE2491'THE CENTERLINE OF A PRIVATE DRIVEWAY, 7 FEET EAST OF A WIRE FENCE AND
 FE2491'194 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED BRICK HOUSE.
 FE2491'
 FE2491'TO REACH THE STATION FROM THE CAUTION LIGHT ABOUT 0.2 MILE NORTH OF
 FE2491'THE BUSINESS DISTRICT IN HICKORY VALLEY, GO NORTH ON STATE HIGHWAY
 FE2491'18 FOR 0.35 MILE TO A SIDE ROAD LEFT, A LARGE RED BARN IS IN THE
 FE2491'SOUTHWEST ANGLE AND A GRAIN MILL IN THE NORTHWEST ANGLE.  TURN
 FE2491'LEFT AND GO WEST ON THE PAVED ROAD FOR 1.45 MILES TO THE END OF
 FE2491'PAVEMENT.  CONTINUE WEST ON THE GRAVEL ROAD FOR 1.4 MILES TO A
 FE2491'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 1.5 MILES TO ANOTHER
 FE2491'CROSSROAD.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 1.1 MILES
 FE2491'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.05 MILE TO A
 FE2491'DRIVEWAY LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.25
 FE2491'MILE TO THE STATION.
 FE2491'
 FE2491'REFERENCE MARK NO 1 IS 6 FEET WEST OF THE SOUTHEAST CORNER OF THE
 FE2491'BARN, 32 FEET WEST OF THE CENTERLINE OF THE PRIVATE DRIVEWAY, 29
 FE2491'FEET NORTHWEST OF THE 10-INCH OAK TREE AND 30 FEET EAST OF THE
 FE2491'SOUTHWEST CORNER OF THE BARN.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2491'STAMPED SKY NO 1 1958.
 FE2491'
 FE2491'REFERENCE MARK NO 2 IS 59 FEET NORTH OF A FENCE CORNER, 15 FEET
 FE2491'SOUTH OF A SOUTH GATE POST, 1 FOOT EAST OF A WIRE FENCE, 23
 FE2491'FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE BARN AND 144 FEET
 FE2491'NORTHEAST OF THE NORTHEAST CORNER OF THE RED BRICK HOUSE.  THE
 FE2491'MONUMENT IS FLUSH AND THE DISK IS STAMPED SKY NO 2 1958.
 FE2491'
 FE2491'THE AZIMUTH MARK IS ON A BANK ABOUT 10 FEET HIGHER THAN THE ROAD, 42
 FE2491'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 16 FEET NORTHWEST OF
 FE2491'A 48-INCH OAK TREE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 FE2491'NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2491'STAMPED SKY 1958.
 FE2491'
 FE2491'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0817 ***********************************************************************
 GB0817  DESIGNATION -  SKY RM 1
 GB0817  PID         -  GB0817
 GB0817  STATE/COUNTY-  TN/CAMPBELL
 GB0817  USGS QUAD   -  JACKSBORO (1991)
 GB0817
 GB0817                         *CURRENT SURVEY CONTROL
 GB0817  ___________________________________________________________________
 GB0817* NAD 83(1986)-  36 21 11.     (N)    084 09 08.     (W)     SCALED    
 GB0817* NAVD 88     -       353.241  (meters)    1158.92   (feet)  ADJUSTED  
 GB0817  ___________________________________________________________________
 GB0817  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0817  DYNAMIC HT  -         352.927 (meters)    1157.89  (feet)  COMP
 GB0817  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GB0817
 GB0817  VERT ORDER  -  SECOND    CLASS 0
 GB0817
 GB0817.The horizontal coordinates were scaled from a topographic map and have
 GB0817.an estimated accuracy of +/- 6 seconds.
 GB0817
 GB0817.The orthometric height was determined by differential leveling
 GB0817.and adjusted by the National Geodetic Survey in June 1991..
 GB0817
 GB0817.The geoid height was determined by GEOID03.
 GB0817
 GB0817.The dynamic height is computed by dividing the NAVD 88
 GB0817.geopotential number by the normal gravity value computed on the
 GB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0817.degrees latitude (g = 980.6199 gals.).
 GB0817
 GB0817.The modeled gravity was interpolated from observed gravity values.
 GB0817
 GB0817;                    North         East    Units  Estimated Accuracy
 GB0817;SPC TN       -   225,660.      765,850.      MT  (+/- 180 meters Scaled)
 GB0817
 GB0817                          SUPERSEDED SURVEY CONTROL
 GB0817
 GB0817  NGVD 29 (??/??/92)  353.337  (m)         1159.24   (f) ADJ UNCH    2 0
 GB0817
 GB0817.Superseded values are not recommended for survey control.
 GB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0817.See file dsdata.txt to determine how the superseded data were derived.
 GB0817
 GB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555268(NAD 83)
 GB0817_MARKER: DR = REFERENCE MARK DISK
 GB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0817_STAMPING: SKY RM 1 1964
 GB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0817+STABILITY: SURFACE MOTION
 GB0817
 GB0817  HISTORY     - Date     Condition        Report By
 GB0817  HISTORY     - 1964     MONUMENTED       TNHD
 GB0817  HISTORY     - 1965     GOOD             TNHD
 GB0817
 GB0817                          STATION DESCRIPTION
 GB0817
 GB0817'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0817'2.5 MI NE FROM JACKSBORO.
 GB0817'THIS MARK IS LOCATED AT THE SKY 1964 STATION SITE, 37 FEET
 GB0817'SOUTHEAST OF A 10-INCH LOCUST TREE AND 12 FEET SOUTHWEST OF THE
 GB0817'APPROXIMATE CENTER OF A GRAVELED DRIVE TO THE SKYWAY DRIVE-IN
 GB0817'THEATER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0817'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB0817'DISK IS STAMPED SKY RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0818 ***********************************************************************
 GB0818  DESIGNATION -  SKY RM 2
 GB0818  PID         -  GB0818
 GB0818  STATE/COUNTY-  TN/CAMPBELL
 GB0818  USGS QUAD   -  JACKSBORO (1991)
 GB0818
 GB0818                         *CURRENT SURVEY CONTROL
 GB0818  ___________________________________________________________________
 GB0818* NAD 83(1986)-  36 21 11.     (N)    084 09 08.     (W)     SCALED    
 GB0818* NAVD 88     -       352.176  (meters)    1155.43   (feet)  ADJUSTED  
 GB0818  ___________________________________________________________________
 GB0818  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0818  DYNAMIC HT  -         351.863 (meters)    1154.40  (feet)  COMP
 GB0818  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GB0818
 GB0818  VERT ORDER  -  SECOND    CLASS 0
 GB0818
 GB0818.The horizontal coordinates were scaled from a topographic map and have
 GB0818.an estimated accuracy of +/- 6 seconds.
 GB0818
 GB0818.The orthometric height was determined by differential leveling
 GB0818.and adjusted by the National Geodetic Survey in June 1991..
 GB0818
 GB0818.The geoid height was determined by GEOID03.
 GB0818
 GB0818.The dynamic height is computed by dividing the NAVD 88
 GB0818.geopotential number by the normal gravity value computed on the
 GB0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0818.degrees latitude (g = 980.6199 gals.).
 GB0818
 GB0818.The modeled gravity was interpolated from observed gravity values.
 GB0818
 GB0818;                    North         East    Units  Estimated Accuracy
 GB0818;SPC TN       -   225,660.      765,850.      MT  (+/- 180 meters Scaled)
 GB0818
 GB0818                          SUPERSEDED SURVEY CONTROL
 GB0818
 GB0818  NGVD 29 (??/??/92)  352.271  (m)         1155.74   (f) ADJ UNCH    2 0
 GB0818
 GB0818.Superseded values are not recommended for survey control.
 GB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0818.See file dsdata.txt to determine how the superseded data were derived.
 GB0818
 GB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555268(NAD 83)
 GB0818_MARKER: DR = REFERENCE MARK DISK
 GB0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0818_STAMPING: SKY RM 2 1964
 GB0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0818+STABILITY: SURFACE MOTION
 GB0818
 GB0818  HISTORY     - Date     Condition        Report By
 GB0818  HISTORY     - 1964     MONUMENTED       TNHD
 GB0818  HISTORY     - 1965     GOOD             TNHD
 GB0818
 GB0818                          STATION DESCRIPTION
 GB0818
 GB0818'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0818'2.5 MI NE FROM JACKSBORO.
 GB0818'THIS MARK IS LOCATED AT THE SKY 1964 STATION SITE, 22 FEET
 GB0818'SOUTH OF A GRAVELED DRIVE TO THE SKYWAY DRIVE-IN THEATER, 8 FEET
 GB0818'SOUTHEAST OF A 10-INCH LOCUST TREE AND 5 FEET SOUTHWEST OF THE
 GB0818'END OF A WHITE WOODEN FENCE.  THE MARK IS A STANDARD TENNESSEE
 GB0818'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0818'MONUMENT, STAMPED SKY RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0496 ***********************************************************************
 GC0496  DESIGNATION -  SKYWAY
 GC0496  PID         -  GC0496
 GC0496  STATE/COUNTY-  TN/DAVIDSON
 GC0496  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0496
 GC0496                         *CURRENT SURVEY CONTROL
 GC0496  ___________________________________________________________________
 GC0496* NAD 83(1995)-  36 14 03.75820(N)    086 45 27.64511(W)     ADJUSTED  
 GC0496* NAVD 88     -       176.907  (meters)     580.40   (feet)  ADJUSTED  
 GC0496  ___________________________________________________________________
 GC0496  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GC0496  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0496  DYNAMIC HT  -         176.757 (meters)     579.91  (feet)  COMP
 GC0496  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 GC0496
 GC0496  HORZ ORDER  -  THIRD
 GC0496  VERT ORDER  -  SECOND    CLASS 0
 GC0496
 GC0496.The horizontal coordinates were established by classical geodetic methods
 GC0496.and adjusted by the National Geodetic Survey in April 1999..
 GC0496
 GC0496.The orthometric height was determined by differential leveling
 GC0496.and adjusted by the National Geodetic Survey in June 1991..
 GC0496
 GC0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0496
 GC0496.The geoid height was determined by GEOID03.
 GC0496
 GC0496.The dynamic height is computed by dividing the NAVD 88
 GC0496.geopotential number by the normal gravity value computed on the
 GC0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0496.degrees latitude (g = 980.6199 gals.).
 GC0496
 GC0496.The modeled gravity was interpolated from observed gravity values.
 GC0496
 GC0496;                    North         East     Units Scale Factor Converg.
 GC0496;SPC TN       -   211,184.864   531,890.102   MT  0.99997274   -0 26 36.9
 GC0496;SPC TN       -   692,862.34  1,745,042.78   sFT  0.99997274   -0 26 36.9
 GC0496;UTM  16      - 4,009,972.046   521,775.011   MT  0.99960584   +0 08 35.6
 GC0496
 GC0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0496!SPC TN       -   0.99997685  x   0.99997274  =   0.99994959
 GC0496!UTM  16      -   0.99997685  x   0.99960584  =   0.99958270
 GC0496
 GC0496|---------------------------------------------------------------------|
 GC0496| PID    Reference Object                     Distance      Geod. Az  |
 GC0496|                                                           dddmmss.s |
 GC0496| GC0495 SKYWAY RM 2                           7.730 METERS 04943     |
 GC0496| GC2250 ALLEN RESET                         APPROX. 1.3 KM 1572114.7 |
 GC0496| GC0497 SKYWAY RM 1                           9.202 METERS 26823     |
 GC0496|---------------------------------------------------------------------|
 GC0496
 GC0496                          SUPERSEDED SURVEY CONTROL
 GC0496
 GC0496  NAD 83(1995)-  36 14 03.75993(N)    086 45 27.64704(W) AD(       ) 3
 GC0496  NAD 83(1995)-  36 14 03.76269(N)    086 45 27.64746(W) AD(       ) 3
 GC0496  NAD 83(1986)-  36 14 03.76828(N)    086 45 27.64821(W) AD(       ) 3
 GC0496  NAD 27      -  36 14 03.57220(N)    086 45 27.65630(W) AD(       ) 3
 GC0496  NGVD 29 (??/??/92)  176.940  (m)          580.51   (f) ADJ UNCH    2 0
 GC0496
 GC0496.Superseded values are not recommended for survey control.
 GC0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0496.See file dsdata.txt to determine how the superseded data were derived.
 GC0496
 GC0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2177509972(NAD 83)
 GC0496_MARKER: DE = TRAVERSE STATION DISK
 GC0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0496_STAMPING: SKYWAY 1959
 GC0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0496+STABILITY: SURFACE MOTION
 GC0496
 GC0496  HISTORY     - Date     Condition        Report By
 GC0496  HISTORY     - 1959     MONUMENTED       CGS
 GC0496  HISTORY     - 1960     GOOD             NGS
 GC0496  HISTORY     - 1965     GOOD             TNHD
 GC0496  HISTORY     - 1967     GOOD             CGS
 GC0496  HISTORY     - 1967     GOOD             NGS
 GC0496
 GC0496                          STATION DESCRIPTION
 GC0496
 GC0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0496'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF GOODLETTSVILLE AND
 GC0496'ABOUT 5 MILES NORTH OF DOWNTOWN NASHVILLE.
 GC0496'
 GC0496'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HWY. NO. 31W, 41
 GC0496'AND 431 WHICH IS IN THE NORTH SECTION OF NASHVILLE, GO NORTH ON U.S.
 GC0496'HWY. NO. 31W AND 41 FOR 3.35 MILES TO THE ENTRANCE OF THE SKYWAY
 GC0496'DRIVE-IN THEATER ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC0496'
 GC0496'THE STATION IS ABOUT 220 FEET EAST OF U. S. HWY. NO. 31W AND 41, 19
 GC0496'FEET NORTHWEST OF A FENCE AROUND THE THEATER AND 9 FEET SOUTH OF A
 GC0496'CURB.  IT IS A STANDARD BENCH MARK DISK SET IN A 10-INCH SQUARE
 GC0496'CONCRETE POST WITH AN UNDERGROUND MARK, IS SET FLUSH WITH THE
 GC0496'SURROUNDING SURFACE AND IS STAMPED SKYWAY 1959.
 GC0496'
 GC0496'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE SOUTH CURB OF THE
 GC0496'THEATER DRIVE WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING
 GC0496'SURFACE AND IS STAMPED SKYWAY NO 1 1959.
 GC0496'
 GC0496'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE SOUTH CURB OF THE
 GC0496'THEATER DRIVE WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING
 GC0496'SURFACE AND IS STAMPED SKYWAY NO 2 1959.
 GC0496'
 GC0496'TRAVERSE STATION ALLEN WILL SERVE AS AN AZIMUTH MARK.  SEE
 GC0496'DESCRIPTION THEREOF.
 GC0496
 GC0496                          STATION RECOVERY (1960)
 GC0496
 GC0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0496'IN NASHVILLE.
 GC0496'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0496'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0496'DICKERSON ROAD FOR 2.0 MILES TO THE SKYWAY DRIVE-IN THEATER ON
 GC0496'THE RIGHT.  THE STATION MARK IS 220 FT. EAST OF DICKERSON ROAD,
 GC0496'19 FT. NORTHWEST OF A FENCE AROUND THE THEATER AND 9 FT. SOUTH OF
 GC0496'A CURB SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0496'SURFACE OF THE GROUND.
 GC0496
 GC0496                          STATION RECOVERY (1965)
 GC0496
 GC0496'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC0496'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1959
 GC0496'DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION MARK REFERRED TO
 GC0496'AS A STANDARD BENCH MARK DISK IS ACTUALLY A STANDARD TRAVERSE STATION
 GC0496'DISK.
 GC0496
 GC0496                          STATION RECOVERY (1967)
 GC0496
 GC0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0496'THIS STATION WAS RECOVERED AS DESCRIBED IN THE RECOVERY NOTE
 GC0496'WRITTEN IN 1965 AND SHOWN IN HORIZONTAL CONTROL DATA PUBLISHED MAY
 GC0496'1960, QUAD 360863, STATION 1040.
 GC0496'
 GC0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC0496'NORTH OF DOWNTOWN NASHVILLE.
 GC0496
 GC0496                          STATION RECOVERY (1967)
 GC0496
 GC0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0497 ***********************************************************************
 GC0497  DESIGNATION -  SKYWAY RM 1
 GC0497  PID         -  GC0497
 GC0497  STATE/COUNTY-  TN/DAVIDSON
 GC0497  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0497
 GC0497                         *CURRENT SURVEY CONTROL
 GC0497  ___________________________________________________________________
 GC0497* NAD 83(1986)-  36 14 03.     (N)    086 45 27.     (W)     SCALED    
 GC0497* NAVD 88     -       177.214  (meters)     581.41   (feet)  ADJUSTED  
 GC0497  ___________________________________________________________________
 GC0497  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0497  DYNAMIC HT  -         177.063 (meters)     580.91  (feet)  COMP
 GC0497  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 GC0497
 GC0497  VERT ORDER  -  SECOND    CLASS 0
 GC0497
 GC0497.The horizontal coordinates were scaled from a topographic map and have
 GC0497.an estimated accuracy of +/- 6 seconds.
 GC0497
 GC0497.The orthometric height was determined by differential leveling
 GC0497.and adjusted by the National Geodetic Survey in June 1991..
 GC0497
 GC0497.The geoid height was determined by GEOID03.
 GC0497
 GC0497.The dynamic height is computed by dividing the NAVD 88
 GC0497.geopotential number by the normal gravity value computed on the
 GC0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0497.degrees latitude (g = 980.6199 gals.).
 GC0497
 GC0497.The modeled gravity was interpolated from observed gravity values.
 GC0497
 GC0497;                    North         East    Units  Estimated Accuracy
 GC0497;SPC TN       -   211,160.      531,910.      MT  (+/- 180 meters Scaled)
 GC0497
 GC0497                          SUPERSEDED SURVEY CONTROL
 GC0497
 GC0497  NGVD 29 (??/??/92)  177.246  (m)          581.51   (f) ADJ UNCH    2 0
 GC0497
 GC0497.Superseded values are not recommended for survey control.
 GC0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0497.See file dsdata.txt to determine how the superseded data were derived.
 GC0497
 GC0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF217099(NAD 83)
 GC0497_MARKER: DR = REFERENCE MARK DISK
 GC0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0497_SP_SET: CURB
 GC0497_STAMPING: SKYWAY NO 1 1959
 GC0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0497
 GC0497  HISTORY     - Date     Condition        Report By
 GC0497  HISTORY     - 1959     MONUMENTED       CGS
 GC0497  HISTORY     - 1960     GOOD             NGS
 GC0497  HISTORY     - 1967     GOOD             NGS
 GC0497
 GC0497                          STATION DESCRIPTION
 GC0497
 GC0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0497'IN NASHVILLE.
 GC0497'THIS MARK IS LOCATED AT THE SKYWAY 1959 STATION SITE, 30.2 FT.
 GC0497'WEST-SOUTHWEST OF THE STATION MARK, DRILLED IN THE TOP OF THE
 GC0497'SOUTH CURB OF THE THEATER DRIVE WHICH PROJECTS 6 INCHES.
 GC0497
 GC0497                          STATION RECOVERY (1967)
 GC0497
 GC0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0495 ***********************************************************************
 GC0495  DESIGNATION -  SKYWAY RM 2
 GC0495  PID         -  GC0495
 GC0495  STATE/COUNTY-  TN/DAVIDSON
 GC0495  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0495
 GC0495                         *CURRENT SURVEY CONTROL
 GC0495  ___________________________________________________________________
 GC0495* NAD 83(1986)-  36 14 03.     (N)    086 45 27.     (W)     SCALED    
 GC0495* NAVD 88     -       176.983  (meters)     580.65   (feet)  ADJUSTED  
 GC0495  ___________________________________________________________________
 GC0495  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0495  DYNAMIC HT  -         176.832 (meters)     580.16  (feet)  COMP
 GC0495  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 GC0495
 GC0495  VERT ORDER  -  SECOND    CLASS 0
 GC0495
 GC0495.The horizontal coordinates were scaled from a topographic map and have
 GC0495.an estimated accuracy of +/- 6 seconds.
 GC0495
 GC0495.The orthometric height was determined by differential leveling
 GC0495.and adjusted by the National Geodetic Survey in June 1991..
 GC0495
 GC0495.The geoid height was determined by GEOID03.
 GC0495
 GC0495.The dynamic height is computed by dividing the NAVD 88
 GC0495.geopotential number by the normal gravity value computed on the
 GC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0495.degrees latitude (g = 980.6199 gals.).
 GC0495
 GC0495.The modeled gravity was interpolated from observed gravity values.
 GC0495
 GC0495;                    North         East    Units  Estimated Accuracy
 GC0495;SPC TN       -   211,160.      531,910.      MT  (+/- 180 meters Scaled)
 GC0495
 GC0495                          SUPERSEDED SURVEY CONTROL
 GC0495
 GC0495  NGVD 29 (??/??/92)  177.015  (m)          580.76   (f) ADJ UNCH    2 0
 GC0495
 GC0495.Superseded values are not recommended for survey control.
 GC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0495.See file dsdata.txt to determine how the superseded data were derived.
 GC0495
 GC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF217099(NAD 83)
 GC0495_MARKER: DR = REFERENCE MARK DISK
 GC0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0495_SP_SET: CURB
 GC0495_STAMPING: SKYWAY NO 2 1959
 GC0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0495
 GC0495  HISTORY     - Date     Condition        Report By
 GC0495  HISTORY     - 1959     MONUMENTED       CGS
 GC0495  HISTORY     - 1960     GOOD             NGS
 GC0495  HISTORY     - 1967     GOOD             NGS
 GC0495
 GC0495                          STATION DESCRIPTION
 GC0495
 GC0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0495'IN NASHVILLE.
 GC0495'THIS MARK IS LOCATED AT THE SKYWAY 1959 STATION SITE, 25.3 FT.
 GC0495'NORTHEAST OF THE STATION MARK, DRILLED IN THE TOP OF THE SOUTH
 GC0495'CURB OF THE THEATER DRIVE WHICH PROJECTS 6 INCHES.
 GC0495
 GC0495                          STATION RECOVERY (1967)
 GC0495
 GC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB2121 ***********************************************************************
 AB2121  DESIGNATION -  SLATER RESET
 AB2121  PID         -  AB2121
 AB2121  STATE/COUNTY-  TN/ROBERTSON
 AB2121  USGS QUAD   -  WHITE HOUSE (1981)
 AB2121
 AB2121                         *CURRENT SURVEY CONTROL
 AB2121  ___________________________________________________________________
 AB2121* NAD 83(1995)-  36 24 51.25729(N)    086 43 02.70202(W)     ADJUSTED  
 AB2121* NAVD 88     -       272.37   (+/-2cm)     893.6    (feet)  VERTCON   
 AB2121  ___________________________________________________________________
 AB2121  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AB2121  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB2121
 AB2121  HORZ ORDER  -  SECOND
 AB2121  VERT ORDER  -  THIRD ? (See Below)
 AB2121
 AB2121.The horizontal coordinates were established by classical geodetic methods
 AB2121.and adjusted by the National Geodetic Survey in April 1999..
 AB2121
 AB2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2121.The vertical order pertains to the NGVD 29 superseded value.
 AB2121
 AB2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2121
 AB2121.The geoid height was determined by GEOID03.
 AB2121
 AB2121;                    North         East     Units Scale Factor Converg.
 AB2121;SPC TN       -   231,115.024   535,655.596   MT  0.99999957   -0 25 12.0
 AB2121;SPC TN       -   758,249.87  1,757,396.73   sFT  0.99999957   -0 25 12.0
 AB2121;UTM  16      - 4,029,932.197   525,334.685   MT  0.99960791   +0 10 03.9
 AB2121
 AB2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2121!SPC TN       -   0.99996189  x   0.99999957  =   0.99996146
 AB2121!UTM  16      -   0.99996189  x   0.99960791  =   0.99956982
 AB2121
 AB2121|---------------------------------------------------------------------|
 AB2121| PID    Reference Object                     Distance      Geod. Az  |
 AB2121|                                                           dddmmss.s |
 AB2121| GC0529 SLATER RM 1                          21.135 METERS 01951     |
 AB2121| CG7511 SLATER RM 3                          28.966 METERS 12209     |
 AB2121| CG7512 SLATER RM 4                          35.534 METERS 20108     |
 AB2121| GC0527 SLATER RM 2                          19.940 METERS 22316     |
 AB2121| CG7510 SLATER AZ MK                                       3052556.9 |
 AB2121|---------------------------------------------------------------------|
 AB2121
 AB2121                          SUPERSEDED SURVEY CONTROL
 AB2121
 AB2121  NAD 83(1995)-  36 24 51.25826(N)    086 43 02.70332(W) AD(       ) 2
 AB2121  NAD 83(1995)-  36 24 51.26268(N)    086 43 02.70532(W) AD(       ) 2
 AB2121  NAD 83(1986)-  36 24 51.26675(N)    086 43 02.70533(W) AD(       ) 2
 AB2121  NGVD 29 (07/19/86)  272.42   (m)          893.8    (f) LEVELING    3  
 AB2121
 AB2121.Superseded values are not recommended for survey control.
 AB2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2121.See file dsdata.txt to determine how the superseded data were derived.
 AB2121
 AB2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2533529932(NAD 83)
 AB2121_MARKER: DE = TRAVERSE STATION DISK
 AB2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB2121_STAMPING: SLATER 1959 1972
 AB2121_PROJECTION: FLUSH
 AB2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2121+STABILITY: SURFACE MOTION
 AB2121
 AB2121  HISTORY     - Date     Condition        Report By
 AB2121  HISTORY     - 1972     MONUMENTED       NGS
 AB2121
 AB2121                          STATION DESCRIPTION
 AB2121
 AB2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AB2121'AFTER A LONG AND EXTENDED SEARCH, THE UNDERGROUND STATION MARK AND
 AB2121'THE AZIMUTH MARK ONLY WERE RECOVERED.  THE UNDERGROUND
 AB2121'STATION MARK WAS FOUND ABOUT 12 INCHES BELOW THE SURROUNDING SURFACE
 AB2121'AND WAS IN APPARENT GOOD CONDITION.  THE SURFACE STATION MARK,
 AB2121'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED SEVERAL
 AB2121'YEARS AGO, WHEN THE AREA WAS CLEARED AND LEVELED, AND THE DISK WERE
 AB2121'NOT RECOVERED.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE
 AB2121'UNDERGROUND STATION MARK AND THE POINT HELD, AFTER WHICH THE
 AB2121'ENTIRE STATION WAS LOWERED IN ITS EXACT, ORIGINAL HORIZONTAL
 AB2121'POSITION, AND TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE
 AB2121'ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES
 AB2121'OBSERVED BETWEEN THE AZIMUTH MARK AND THE NEW REFERENCE MARKS.  DUE
 AB2121'TO CHANGES IN ROADS CAUSED BY THE CONCTRUCTION OF INTERSTATE ROUTE
 AB2121'65, THE ORIGINAL STATION TO-REACH AND DESCRIPTION IS NO LONGER
 AB2121'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AB2121'
 AB2121'THE STATION IS LOCATED IN AN OPEN FIELD ABOUT 6-1/2 MILES NORTH OF
 AB2121'GOODLETTSVILLE, ABOUT 5 MILES SOUTHWEST OF WHITE HOUSE, ABOUT
 AB2121'0.05 OF A MILE EAST OF INTERSTATE ROUTE 65, AND IS NOW ON THE
 AB2121'PROPERTY OF MR. J.W. DORIS WHO GAVE PERMISSION TO
 AB2121'RE-ESTABLISH THE STATION.
 AB2121'
 AB2121'TO REACH THE STATION FROM THE INTERSTATE ROUTE 65 AND U.S. HIGHWAY 41
 AB2121'INTERCHANGE NORTH OF GOODLETTSVILLE, GO NORTHERLY ON INTERSTATE
 AB2121'ROUTE 65 FOR 5.4 MILE TO THE BETHEL ROAD INTERCHANGE, (STATE
 AB2121'SECONDARY ROAD 6351).  HERE BEAR RIGHT OFF THE INTERSTATE AND GO
 AB2121'EASTERLY ON BETHEL ROAD FOR 0.5 OF A MILE TO A ROAD SHARP RIGHT, TURN
 AB2121'SHARP RIGHT AND GO SOUTHWEST AND WESTERLY FOR 0.2 OF A MILE TO A
 AB2121'GRAVELED ROAD ON THE LEFT.  HERE TURN LEFT ON THIS GRAVELED ROAD AND
 AB2121'GO SOUTH AND WESTERLY FOR 0.3 OF A MILE TO THE STATION
 AB2121'ON THE RIGHT AS DESCRIBED.
 AB2121'
 AB2121'THE STATION IS 233 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 AB2121'LARGE POULTRY LAYING SHED, 202 FEET NORTH-NORTHEAST AND ACROSS THE
 AB2121'GRAVELED ROAD FROM A 48-INCH TULIP POPLAR TREE, 154 FEET NORTHEAST OF
 AB2121'A GUYED TELEPHONE POLE, 142 FEET NORTH OF THE APPROXIMATE CENTER
 AB2121'OF THE GRAVELED ROAD, 119 FEET NORTH OF A GUYED POWERLINE POLE AT
 AB2121'ANGLE POINT OF POWERLINE, 98 FEET WEST-NORTHWEST OF A GUYED
 AB2121'POWERLINE POLE, 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN, AND
 AB2121'ABOUT 0.05 OF A MILE EAST OF THE EAST RIGHT-OF-WAY FENCE OF
 AB2121'INTERSTATE ROUTE 65.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 AB2121'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 AB2121'SLATER 1959 1972.
 AB2121'
 AB2121'REFERENCE MARK NO. 3 IS 136 FEET NORTHWEST OF THE GUYED POWERLINE
 AB2121'POLE AT ANGLE POINT OF POWERLINES, 101 FEET WEST OF THE NORTHWEST
 AB2121'CORNER OF A SMALL WOODEN BUILDING, 96 FEET NORTH OF THE APPROXIMATE
 AB2121'CENTER OF THE GRAVELED ROAD, 89 FEET WEST OF A 10-INCH HONEY LOCUST
 AB2121'TREE, 2.0 FEET WEST OF A GUYED POWERLINE POLE, AND ABOUT 11 FEET
 AB2121'ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN
 AB2121'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 AB2121'IS STAMPED SLATER 1959 NO 3 1972.
 AB2121'
 AB2121'REFERENCE MARK NO. 4 IS 202 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AB2121'LARGE LAYING SHED, 130 FEET EAST-NORTHEAST AND ACROSS THE
 AB2121'GRAVELED ROAD FROM THE 48-INCH TULIP POPLAR TREE, 110 FEET EAST OF A
 AB2121'GUYED TELEPHONE POLE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF
 AB2121'THE GRAVELED ROAD, 3.0 FEET NORTH-NORTHWEST OF THE GUYED POWERLINE
 AB2121'POLE AT ANGLE POINT OF POWERLINES, AND ABOUT 3.5 FEET BELOW THE
 AB2121'ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 AB2121'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 AB2121'SLATER 1959 NO 4 1972.
 AB2121'
 AB2121'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 AB2121'REFERENCE MARK NO. 4 IS 135.59 FEET AND (41.328) METERS.
 AB2121'
 AB2121'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE NORTHWEST OF THE STATION, IN
 AB2121'THE NORTHWEST ANGLE OF A T INTERSECTION OF A NORTH-SOUTH
 AB2121'GRAVELED ROAD AND AN EAST-WEST OILED ROAD, 63 FEET NORTH-NORTHWEST OF
 AB2121'THE APPROXIMATE CENTER OF THE ROAD INTERSECTION, 55 FEET NORTH OF
 AB2121'THE APPROXIMATE CENTER OF THE OILED ROAD (OLD BETHAL ROAD) 40 FEET
 AB2121'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 30 FEET
 AB2121'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 2.3 FEET
 AB2121'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 AB2121'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 AB2121'INCHES AND THE DISK IS STAMPED SLATER 1959.
 AB2121'
 AB2121'TO REACH THE AZIMUTH MARK FROM THE INTERSTATE ROUTE 65 AND BETHEL
 AB2121'ROAD INTERCHANGE, GO WESTERLY ON BETHEL ROAD FOR 0.2 MILE TO A
 AB2121'GRAVELED CROSSROAD. HERE TURN LEFT ONTO GRAVELED ROAD AND GO
 AB2121'SOUTHERLY FOR 0.1 OF A MILE TO THE T INTERSECTION WITH
 AB2121'OLD BETHEL ROAD AND THE MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
 AB2121'
 AB2121'NOTE- THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AB2121'AT THIS STATION WERE BENCE MARKS, AND AS SUCH HAVE BEEN
 AB2121'COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2625 ***********************************************************************
 GB2625  DESIGNATION -  SLAVEN
 GB2625  PID         -  GB2625
 GB2625  STATE/COUNTY-  TN/SCOTT
 GB2625  USGS QUAD   -  ONEIDA NORTH (1979)
 GB2625
 GB2625                         *CURRENT SURVEY CONTROL
 GB2625  ___________________________________________________________________
 GB2625* NAD 83(1995)-  36 35 34.47670(N)    084 33 29.13849(W)     ADJUSTED  
 GB2625* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 GB2625  ___________________________________________________________________
 GB2625  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GB2625  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB2625
 GB2625  HORZ ORDER  -  FIRST
 GB2625
 GB2625.The horizontal coordinates were established by classical geodetic methods
 GB2625.and adjusted by the National Geodetic Survey in April 1999..
 GB2625
 GB2625.The orthometric height was scaled from a topographic map.
 GB2625
 GB2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2625
 GB2625.The geoid height was determined by GEOID03.
 GB2625
 GB2625;                    North         East     Units Scale Factor Converg.
 GB2625;SPC TN       -   251,656.978   729,027.416   MT  1.00003601   +0 50 38.9
 GB2625;SPC TN       -   825,644.60  2,391,817.45   sFT  1.00003601   +0 50 38.9
 GB2625;SPC KY1Z     - 1,029,491.787 1,606,669.911   MT  1.00015339   +0 43 54.4
 GB2625;SPC KY1Z     - 3,377,590.97  5,271,216.20   sFT  1.00015339   +0 43 54.4
 GB2625;SPC KY S     -   529,479.178   606,656.657   MT  1.00002845   +0 43 22.2
 GB2625;SPC KY S     - 1,737,132.94  1,990,339.38   sFT  1.00002845   +0 43 22.2
 GB2625;UTM  16      - 4,052,490.029   718,443.282   MT  1.00018793   +1 27 22.5
 GB2625
 GB2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2625!SPC TN       -   0.99993254  x   1.00003601  =   0.99996855
 GB2625!SPC KY1Z     -   0.99993254  x   1.00015339  =   1.00008592
 GB2625!SPC KY S     -   0.99993254  x   1.00002845  =   0.99996099
 GB2625!UTM  16      -   0.99993254  x   1.00018793  =   1.00012046
 GB2625
 GB2625:                Primary Azimuth Mark                     Grid Az
 GB2625:SPC TN       -  STEARNS MUNICIPAL TANK                   030 46 28.5
 GB2625:SPC KY1Z     -  STEARNS MUNICIPAL TANK                   030 53 13.0
 GB2625:SPC KY S     -  STEARNS MUNICIPAL TANK                   030 53 45.2
 GB2625:UTM  16      -  STEARNS MUNICIPAL TANK                   030 09 44.9
 GB2625
 GB2625|---------------------------------------------------------------------|
 GB2625| PID    Reference Object                     Distance      Geod. Az  |
 GB2625|                                                           dddmmss.s |
 GB2625| GB2515 STEARNS MUNICIPAL TANK              APPROX.13.9 KM 0313707.4 |
 GB2625| GB2513 STEARNS COAL AND LUMBER CO STK      APPROX.13.3 KM 0324340.3 |
 GB2625| GB2624 SLAVEN KNOB LOOKOUT TOWER            54.254 METERS 18205     |
 GB2625| DC2422 SLAVEN RM 2                          23.470 METERS 18758     |
 GB2625| DC2421 SLAVEN RM 1                          12.335 METERS 18758     |
 GB2625| GB2638 DIRT ROCKHOUSE LOOKOUT TOWER        APPROX.20.9 KM 2482310.4 |
 GB2625| DB8794 R 3                                                3154305.1 |
 GB2625|---------------------------------------------------------------------|
 GB2625
 GB2625                          SUPERSEDED SURVEY CONTROL
 GB2625
 GB2625  NAD 83(1995)-  36 35 34.47696(N)    084 33 29.13833(W) AD(       ) 1
 GB2625  NAD 83(1995)-  36 35 34.48562(N)    084 33 29.14188(W) AD(       ) 1
 GB2625  NAD 83(1986)-  36 35 34.48574(N)    084 33 29.14107(W) AD(       ) 1
 GB2625  NAD 27      -  36 35 34.20600(N)    084 33 29.35800(W) AD(       ) 1
 GB2625
 GB2625.Superseded values are not recommended for survey control.
 GB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2625.See file dsdata.txt to determine how the superseded data were derived.
 GB2625
 GB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1844352490(NAD 83)
 GB2625_MARKER: DS = TRIANGULATION STATION DISK
 GB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2625
 GB2625  HISTORY     - Date     Condition        Report By
 GB2625  HISTORY     - 1935     MONUMENTED       CGS
 GB2625  HISTORY     - 1950     GOOD             CGS
 GB2625  HISTORY     - 1965     GOOD             CGS
 GB2625  HISTORY     - 1980     GOOD             NGS
 GB2625
 GB2625                          STATION DESCRIPTION
 GB2625
 GB2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2625'STATION IS ABOUT 1/4 MILE S OF THE KENTUCKY-TENNESSEE STATE LINE, 7
 GB2625'1/2 MILE NNE OF ONEIDA, TENNESSEE, ON THE N END OF A SHORT,
 GB2625'WOODED RIDGE ON THE PROPERTY OF JOHN S. SLAVEN (WHOSE HOME IS 3/8
 GB2625'MILE NW) NEAR THE PROPERTY LINE OF MR. SLAVEN AND THE JOHN TOOMEY
 GB2625'LAND COMPANY.
 GB2625'
 GB2625'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS
 GB2625'OF CONCRETE CYLINDERS.
 GB2625'
 GB2625'SURFACE MARK IS 6 PACES N OF 10-INCH PINE MARKED WITH TRIANGULAR
 GB2625'BLAZE.  IT PROJECTS ABOUT 3 INCHES.
 GB2625'
 GB2625'UNDERGROUND MARK IS A BLOCK OF CONCRETE, 3 FEET BELOW THE GROUND,
 GB2625'CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD
 GB2625'BRONZE DISK.
 GB2625'
 GB2625'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 (SSE) WERE SET IN A
 GB2625'STRAIGHT LINE TO THE STATION AND THEREFORE HAVE THE SAME
 GB2625'DIRECTION.  THEY ARE BOTH ON THE N EDGE OF A CLEARED WAGON ROAD.
 GB2625'NO.1 PROJECTS 3 INCHES.  NO.2 IS SET FLUSH WITH THE GROUND.
 GB2625'
 GB2625'AZIMUTH MARK (U.S.G.S. BM R3 1928) IS WNW OF STATION SET IN BEDROCK,
 GB2625'ABOUT 130 YARDS S OF THE POINT WHERE THE STATE LINE INTERSECTS
 GB2625'DIRT ROAD, ABOUT 170 FEET S OF THE HOME OF JAMES HENRY SLAVEN, ABOUT
 GB2625'34 FEET W OF CENTER OF ROAD, 19.6 FEET SSE OF RAIL FENCE CORNER,
 GB2625'AND 9.4 FEET W OF SMALL CEDAR.  TO REACH FROM THE END OF TRUCK TRAVEL
 GB2625'FOR STATION, CONTINUE STRAIGHT FOR 0.05 MILE TO FORKS, TAKE
 GB2625'LEFT FORK FOR 0.25 MILE TO POINT NEAR TOP OF GRADE AND AZIMUTH MARK
 GB2625'ON LEFT.  AZIMUTH MARK WILL NOT BE VISIBLE FROM THE GROUND WITHOUT
 GB2625'CONSIDERABLE CLEARING.
 GB2625'
 GB2625'TO REACH STATION FROM ONEIDA, GO N ON ROUTE 27 FROM RAILROAD CROSSING
 GB2625'FOR 0.85 MILE TO CROSS ROAD AT LOG CABIN LUNCH ROOM, IN NW CORNER
 GB2625'OF THE INTERSECTION, TURN LEFT AND GO ON GRADED ROAD FOR 0.15 MILE TO
 GB2625'FORKS, TAKE LEFT FORK AND GO 0.35 MILE TO FORKS, TAKE RIGHT FORK
 GB2625'AND GO 1.6 MILES TO FORKS, TAKE LEFT FORK AND GO 1.85 MILES TO FORKS
 GB2625'(JUST AFTER FORDING STREAM), TAKE LEFT FORK AND GO 0.65 MILE TO
 GB2625'T-ROAD, KEEP STRAIGHT FOR 0.25 MILE TO T-ROAD RIGHT, KEEP STRAIGHT
 GB2625'AND GO 0.85 MILE TO SMALL STREAM, FORD STREAM AND GO 0.8 MILE TO
 GB2625'T-ROAD LEFT, KEEP STRAIGHT AND GO 0.65 MILE TO T-ROAD RIGHT, KEEP
 GB2625'STRAIGHT AND GO 0.15 MILE TO ROAD FORKS AT SCHOOL HOUSE, TAKE LEFT
 GB2625'FORK AND GO 0.3 MILE TO FORKS AT TOP OF HILL, TAKE RIGHT FORK
 GB2625'AND GO 0.15 MILE TO CROSSROADS, KEEP STRAIGHT FOR 0.25 MILE TO TOP OF
 GB2625'GRADE, CLEARED FIELD ON LEFT, AND STATION ON RIGHT.  THIS IS THE
 GB2625'END OF TRUCK TRAVEL.  GO UP HILL ON RIGHT FOR 350 YARDS TO TOP OF
 GB2625'HILL AND STATION.
 GB2625'
 GB2625'A 77-FOOT TOWER REQUIRED.
 GB2625
 GB2625                          STATION RECOVERY (1950)
 GB2625
 GB2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2625'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2625'GOOD CONDITION.  DISTANCE TO REFERENCE MARKS NO.  1 AND NO.2 FAILED
 GB2625'TO CHECK AS NOTED BELOW.  A NEW DESCRIPTION FOLLOWS-
 GB2625'
 GB2625'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF STEARNS, KENTUCKY AND 7
 GB2625'MILES NORTH OF ONEIDA NEAR THE SLAVEN KNOB LOOKOUT TOWER.  IT
 GB2625'IS 178 FEET NORTHWEST OF CENTER OF LOOKOUT TOWER.  THE MARK PROJECTS
 GB2625'ABOUT 4 INCHES AND THE DISK IS STAMPED SLAVEN 1935.
 GB2625'
 GB2625'REFERENCE MARK NO.1 IS 40.47 FEET SOUTHEAST OF STATION NEAR TRAIL TO
 GB2625'LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB2625'STAMPED SLAVEN NO 1 1935.
 GB2625'
 GB2625'REFERENCE MARK NO.2 IS 77.00 FEET SOUTHEAST OF STATION.  THE MARK
 GB2625'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SLAVEN NO 2
 GB2625'1935.
 GB2625'
 GB2625'R 3 (USGS) BM (AZIMUTH MARK) IS 58 FEET SOUTH OF THE SOUTHEAST CORNER
 GB2625'OF A SMALL FRAME HOUSE, 32 FEET WEST OF CENTER OF ROAD AND 9 FEET
 GB2625'SOUTHWEST OF A 6-INCH TRIANGLE BLAZED TREE AND IN THE CENTER OF A
 GB2625'SMALL CIRCLE FORMED BY CEDAR AND THREE SMALL PINE TREES.  THE
 GB2625'DISK IS SET FLUSH IN A LARGE SLOPING BEDROCK WHICH IS FLUSH WITH THE
 GB2625'GROUND AND IS STAMPED R 3 1928. (DISK IS A STANDARD USGS BM DISK.)
 GB2625'
 GB2625'TO REACH STATION FROM THE SOUTHERN RAILROAD DEPOT IN ONEIDA, GO NORTH
 GB2625'ON PAVED ROAD FOR 0.75 MILE TO WHERE A SIDE ROAD TURNS LEFT JUST
 GB2625'BEFORE REACHING U.S.HIGHWAY 27, TURN LEFT ON PAVED ROAD AND CROSS
 GB2625'HIGHWAY 27 FOLLOWING MAIN ROAD FOR 0.2 MILE TO A ROAD FORK, TURN
 GB2625'LEFT AND GO 0.35 MILE TO ANOTHER ROAD FORK, TURN RIGHT AND FOLLOW
 GB2625'MAIN TRACK ROAD FOR 1.6 MILES TO ANOTHER ROAD FORK, TURN RIGHT,
 GB2625'DOWNHILL AND GO 5.0 MILES TO A T ROAD, TURN RIGHT AND GO 0.2 MILE TO
 GB2625'ANOTHER FORK, TURN LEFT AND GO 0.05 MILE TO ANOTHER ROAD FORK,
 GB2625'TURN RIGHT AND GO 0.2 MILE TO ANOTHER ROAD FORK AND CHURCH
 GB2625'BUILDING ON LEFT, TURN RIGHT DOWNHILL AND GO 0.4 MILE TO A DIM WOODS
 GB2625'ROAD RIGHT* TURN RIGHT UP THROUGH WOODS AND FOLLOW MAIN TRACK ROAD
 GB2625'TO SLAVEN KNOB LOOKOUT TOWER AND STATION TO THE NORTHWEST AS
 GB2625'DESCRIBED.
 GB2625'
 GB2625'*TO REACH R 3 (USGS) BM FROM THIS POINT, GO NORTHWEST ON MAIN ROAD
 GB2625'FOR 0.35 MILE TO MARK ON LEFT NEAR TRIANGLE BLAZED CEDAR
 GB2625'TREE AS DESCRIBED.
 GB2625'
 GB2625'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2625
 GB2625                          STATION RECOVERY (1965)
 GB2625
 GB2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GB2625'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1950
 GB2625'DESCRIPTION IS COMPLETELY ADEQUATE.
 GB2625
 GB2625                          STATION RECOVERY (1980)
 GB2625
 GB2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2625'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB2625'AZIMUTH MARK WAS NOT FOUND BUT THOUGHT TO BE OK.  THE SITE IS NOW A
 GB2625'WOOD PILE AND WAS NOT MOVED TO CHECK THE MARK SINCE THE PROPERTY
 GB2625'OWNER WASNT AT HOME.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GB2625'
 GB2625'REFERENCE MARK 2 IS SET IN A SQUARE CONCRETE POST INSTEAD OF A ROUND
 GB2625'CONCRETE POST AND 2 FEET NORTH OF A 12 INCH OAK TREE AND 7 FEET WEST
 GB2625'OF THE CENTERLINE OF THE TRAIL.
 GB2625'
 GB2625'THE STATION MARK IS 25 FEET SOUTH OF AN 18 INCH OAK TREE AND THERE
 GB2625'ARE 3 DEEP HOLE SURROUNDING IT WHERE THE TOWER LEG HOLES WERE DUG AND
 GB2625'NOT FILLED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2624 ***********************************************************************
 GB2624  DESIGNATION -  SLAVEN KNOB LOOKOUT TOWER
 GB2624  PID         -  GB2624
 GB2624  STATE/COUNTY-  TN/SCOTT
 GB2624  USGS QUAD   -  ONEIDA NORTH (1979)
 GB2624
 GB2624                         *CURRENT SURVEY CONTROL
 GB2624  ___________________________________________________________________
 GB2624* NAD 83(1995)-  36 35 32.71779(N)    084 33 29.21781(W)     ADJUSTED  
 GB2624* NAVD 88     -                                                        
 GB2624  ___________________________________________________________________
 GB2624  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GB2624  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB2624
 GB2624  HORZ ORDER  -  THIRD
 GB2624
 GB2624.The horizontal coordinates were established by classical geodetic methods
 GB2624.and adjusted by the National Geodetic Survey in April 1999..
 GB2624
 GB2624
 GB2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2624
 GB2624.The geoid height was determined by GEOID03.
 GB2624
 GB2624;                    North         East     Units Scale Factor Converg.
 GB2624;SPC TN       -   251,602.734   729,026.243   MT  1.00003590   +0 50 38.9
 GB2624;SPC TN       -   825,466.64  2,391,813.60   sFT  1.00003590   +0 50 38.9
 GB2624;SPC KY1Z     - 1,029,437.539 1,606,668.631   MT  1.00015357   +0 43 54.4
 GB2624;SPC KY1Z     - 3,377,412.99  5,271,212.00   sFT  1.00015357   +0 43 54.4
 GB2624;SPC KY S     -   529,424.938   606,655.369   MT  1.00002856   +0 43 22.2
 GB2624;SPC KY S     - 1,736,954.98  1,990,335.16   sFT  1.00002856   +0 43 22.2
 GB2624;UTM  16      - 4,052,435.768   718,442.688   MT  1.00018792   +1 27 22.4
 GB2624
 GB2624                          SUPERSEDED SURVEY CONTROL
 GB2624
 GB2624  NAD 83(1995)-  36 35 32.71805(N)    084 33 29.21766(W) AD(       ) 4
 GB2624  NAD 83(1995)-  36 35 32.72671(N)    084 33 29.22121(W) AD(       ) 4
 GB2624  NAD 83(1986)-  36 35 32.72684(N)    084 33 29.22040(W) AD(       ) 4
 GB2624  NAD 27      -  36 35 32.44700(N)    084 33 29.43700(W) AD(       ) 3
 GB2624
 GB2624.Superseded values are not recommended for survey control.
 GB2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2624.See file dsdata.txt to determine how the superseded data were derived.
 GB2624
 GB2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1844352436(NAD 83)
 GB2624_MARKER: 57 = LOOKOUT TOWER
 GB2624
 GB2624  HISTORY     - Date     Condition        Report By
 GB2624  HISTORY     - 1950     FIRST OBSERVED   CGS
 GB2624
 GB2624                          STATION DESCRIPTION
 GB2624
 GB2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2624'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF STEARNS, KENTUCKY AND 7
 GB2624'MILES NORTH OF ONEIDA. IT IS 45 FEET HIGH, OF STEEL
 GB2624'CONSTRUCTION, HAS FOUR LEGS AND A WOOD OBSERVATION PLATFORM ON TOP. A
 GB2624'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GB2624'SLAVEN 1935 TO THE CENTER OF BASE OF TOWER. THE DISTANCE WAS 178.00
 GB2624'FEET, 54.255 METERS.
 GB2624'
 GB2624'TO REACH STATION FROM THE SOUTHERN RAILROAD DEPOT IN ONEIDA, GO NORTH
 GB2624'ON PAVED ROAD FOR 0.75 MILE TO WHERE A SIDE ROAD TURNS LEFT JUST
 GB2624'BEFORE REACHING U.S. HIGHWAY 27, TURN LEFT ON PAVED ROAD AND CROSS
 GB2624'HIGHWAY 27 FOLLOWING MAIN ROAD FOR 0.2 MILE TO A ROAD FORK, TURN
 GB2624'LEFT AND GO 0.35 MILE TO ANOTHER ROAD FORK, TURN RIGHT AND FOLLOW
 GB2624'MAIN TRACK ROAD FOR 1.6 MILES TO ANOTHER ROAD FORK, TURN RIGHT,
 GB2624'DOWNHILL AND GO 5.0 MILES TO A T ROAD, TURN RIGHT AND GO 0.2 MILE TO
 GB2624'ANOTHER ROAD FORK, TURN LEFT AND GO 0.05 MILE TO ANOTHER ROAD FORK,
 GB2624'TURN RIGHT AND GO 0.2 MILE TO ANOTHER ROAD FORK AND CHURCH BUILDING
 GB2624'ON LEFT, TURN RIGHT DOWNHILL AND GO 0.4 MILE TO A DIM WOODS ROAD
 GB2624'RIGHT, TURN RIGHT UP THROUGH WOODS AND FOLLOW MAIN TRACK ROAD TO TOP
 GB2624'AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1410 ***********************************************************************
 FD1410  DESIGNATION -  SLOPE
 FD1410  PID         -  FD1410
 FD1410  STATE/COUNTY-  TN/RUTHERFORD
 FD1410  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD1410
 FD1410                         *CURRENT SURVEY CONTROL
 FD1410  ___________________________________________________________________
 FD1410* NAD 83(1995)-  35 39 54.58894(N)    086 15 41.45301(W)     ADJUSTED  
 FD1410* NAVD 88     -       360.7    (meters)    1183.     (feet)  VERTCON   
 FD1410  ___________________________________________________________________
 FD1410  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FD1410  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD1410
 FD1410  HORZ ORDER  -  SECOND
 FD1410
 FD1410.The horizontal coordinates were established by classical geodetic methods
 FD1410.and adjusted by the National Geodetic Survey in April 1999..
 FD1410
 FD1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1410
 FD1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1410
 FD1410.The geoid height was determined by GEOID03.
 FD1410
 FD1410;                    North         East     Units Scale Factor Converg.
 FD1410;SPC TN       -   147,796.867   576,322.745   MT  0.99995272   -0 09 11.2
 FD1410;SPC TN       -   484,896.89  1,890,818.87   sFT  0.99995272   -0 09 11.2
 FD1410;UTM  16      - 3,947,062.390   566,838.737   MT  0.99965505   +0 25 50.1
 FD1410
 FD1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1410!SPC TN       -   0.99994788  x   0.99995272  =   0.99990061
 FD1410!UTM  16      -   0.99994788  x   0.99965505  =   0.99960295
 FD1410
 FD1410|---------------------------------------------------------------------|
 FD1410| PID    Reference Object                     Distance      Geod. Az  |
 FD1410|                                                           dddmmss.s |
 FD1410| CG7513 SLOPE RM 1                           10.740 METERS 04857     |
 FD1410| FD0105 BEECH                               APPROX. 4.4 KM 1601831.0 |
 FD1410| CG7514 SLOPE RM 2                           26.652 METERS 32817     |
 FD1410|---------------------------------------------------------------------|
 FD1410
 FD1410                          SUPERSEDED SURVEY CONTROL
 FD1410
 FD1410  NAD 83(1995)-  35 39 54.59584(N)    086 15 41.45413(W) AD(       ) 2
 FD1410  NAD 83(1986)-  35 39 54.60013(N)    086 15 41.45177(W) AD(       ) 2
 FD1410  NAD 27      -  35 39 54.34080(N)    086 15 41.47520(W) AD(       ) 2
 FD1410  NGVD 29 (07/19/86)  360.7    (m)         1183.     (f) VERT ANG       
 FD1410
 FD1410.Superseded values are not recommended for survey control.
 FD1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1410.See file dsdata.txt to determine how the superseded data were derived.
 FD1410
 FD1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6683947062(NAD 83)
 FD1410_MARKER: DE = TRAVERSE STATION DISK
 FD1410_SETTING: 0 = UNSPECIFIED SETTING
 FD1410
 FD1410  HISTORY     - Date     Condition        Report By
 FD1410  HISTORY     - 1960     MONUMENTED       CGS
 FD1410
 FD1410                          STATION DESCRIPTION
 FD1410
 FD1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1410'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF BEECH GROVE, AND
 FD1410'ON THE SOUTHWEST SLOPE
 FD1410'OF A HIGH HILL.  THE PROPERTY IS OWNED BY MR H
 FD1410'ARNOLD.
 FD1410'
 FD1410'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD1410'NORTHEAST ON U S HIGHWAY
 FD1410'41 FOR 3.0 MILES TO MR H ARNOLDS HOME ON THE RIGHT, AND END
 FD1410'OF TRUCK TRAVEL.  PACK
 FD1410'EASTERLY FOR ABOUT 0.5 MILE TO THE STATION.
 FD1410'
 FD1410'STATION MARK IS ABOUT 300 FEET SOUTHWEST OF THE HIGHEST PART OF THE
 FD1410'HILL, AND 8.6 FEET
 FD1410'SOUTHEAST OF A WITNESS SIGN.  TE MARK IS A STANDARD TRAVERSE
 FD1410'DISK BRAZED TO THE TOP OF A
 FD1410'2-INCH IRON PIPE, WHICH PROJECTS 6
 FD1410'INCHES, AND IS STAMPED SLOPE 1960.
 FD1410'
 FD1410'REFERENCE MARK NO 1 IS ABOUT 4 FEET HIGHER THAT THE STATION.  THE
 FD1410'MARK IS A STANDARD DISK
 FD1410'BRAZED TO THE TOP OF A 2-INCH IRON PIPE, WHICH PROJECTS
 FD1410'3 INCHES AND IS STAMPED SLOPE NO
 FD1410'1 1960.
 FD1410'
 FD1410'REFERENCE MARK NO 2 IS ABOUT 5 FEET HIGHER THAN THE STATION.  THE
 FD1410'MARK IS A STANDARD DISK
 FD1410'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, SET
 FD1410'FLUSH, AND IS STAMPED SLOPE NO 2
 FD1410'1960.
 FD1410'
 FD1410'TRAVERSE STATION BEECH WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD1410'DESCRIPTION THEREOF.
 FD1410'
 FD1410'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1832 ***********************************************************************
 FC1832  DESIGNATION -  SMART
 FC1832  PID         -  FC1832
 FC1832  STATE/COUNTY-  TN/VAN BUREN
 FC1832  USGS QUAD   -  SMARTT MOUNTAIN (1992)
 FC1832
 FC1832                         *CURRENT SURVEY CONTROL
 FC1832  ___________________________________________________________________
 FC1832* NAD 83(1995)-  35 34 39.51602(N)    085 26 00.39335(W)     ADJUSTED  
 FC1832* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 FC1832  ___________________________________________________________________
 FC1832  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FC1832  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FC1832
 FC1832  HORZ ORDER  -  SECOND
 FC1832
 FC1832.The horizontal coordinates were established by classical geodetic methods
 FC1832.and adjusted by the National Geodetic Survey in April 1999..
 FC1832
 FC1832.The orthometric height was scaled from a topographic map.
 FC1832
 FC1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1832
 FC1832.The geoid height was determined by GEOID03.
 FC1832
 FC1832;                    North         East     Units Scale Factor Converg.
 FC1832;SPC TN       -   138,203.756   651,351.470   MT  0.99995836   +0 19 54.1
 FC1832;SPC TN       -   453,423.49  2,136,975.61   sFT  0.99995836   +0 19 54.1
 FC1832;UTM  16      - 3,938,233.734   641,944.858   MT  0.99984829   +0 54 41.7
 FC1832
 FC1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1832!SPC TN       -   0.99990201  x   0.99995836  =   0.99986038
 FC1832!UTM  16      -   0.99990201  x   0.99984829  =   0.99975032
 FC1832
 FC1832|---------------------------------------------------------------------|
 FC1832| PID    Reference Object                     Distance      Geod. Az  |
 FC1832|                                                           dddmmss.s |
 FC1832| CG7516 SMART RM 1                           20.486 METERS 03752     |
 FC1832| FC1831 MEYERS                              APPROX.11.9 KM 0941512.9 |
 FC1832| CG7517 SMART RM 2                           24.213 METERS 15605     |
 FC1832| CG7518 SMART RM 3                           24.639 METERS 15846     |
 FC1832| CG7515 SMART AZ MK                                        1835523.9 |
 FC1832|---------------------------------------------------------------------|
 FC1832
 FC1832                          SUPERSEDED SURVEY CONTROL
 FC1832
 FC1832  NAD 83(1995)-  35 34 39.51645(N)    085 26 00.39540(W) AD(       ) 2
 FC1832  NAD 83(1986)-  35 34 39.52165(N)    085 26 00.39582(W) AD(       ) 2
 FC1832  NAD 27      -  35 34 39.28400(N)    085 26 00.49800(W) AD(       ) 2
 FC1832
 FC1832.Superseded values are not recommended for survey control.
 FC1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1832.See file dsdata.txt to determine how the superseded data were derived.
 FC1832
 FC1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE4194538234(NAD 83)
 FC1832_MARKER: DD = SURVEY DISK
 FC1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1832_STAMPING: SMART 1934
 FC1832_MARK LOGO: CGS   
 FC1832
 FC1832  HISTORY     - Date     Condition        Report By
 FC1832  HISTORY     - 1934     MONUMENTED       CGS
 FC1832  HISTORY     - 1941     GOOD             CGS
 FC1832  HISTORY     - 1967     GOOD             CGS
 FC1832
 FC1832                          STATION DESCRIPTION
 FC1832
 FC1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1832'ABOUT 11-3/4 MILES SOUTH-SOUTHEAST OF SPENCER, 2-1/4 MILES NORTH BY
 FC1832'WEST OF TRICOUNTY CORNER OF VAN BUREN, BLEDSOE, AND SEQUATCHIE
 FC1832'COUNTIES, ON SHARP KNOLL KNOWN LOCALLY AS SMART MOUNTAIN, AT HEAD OF
 FC1832'BIG BRUSH AND PINEY CREEKS, ON LAND OWNED BY ROCKY RIVER TIMBER
 FC1832'CO., ABOUT 40 FEET WEST AND A LITTLE LOWER THAN EASTERN EDGE OF
 FC1832'SUMMIT, 23 FEET NORTH-NORTHEAST OF 14-INCH GUM TREE, AND
 FC1832'21 FEET SOUTHWEST OF 12-INCH BLACK GUM WITH TRIANGULAR BLAZE. TO
 FC1832'REACH FROM BOULDIN HOTEL IN SPENCER, FOLLOW MAIN ROAD (DUNLAP
 FC1832'ROAD) AT WEST SIDE OF HOTEL SOUTH 9.1 MILES, CONTINUE STRAIGHT AHEAD
 FC1832'AT LEFT FORK AND GO 3.25 MILES (1.65 MILES PAST POWER LINE CROSSING
 FC1832'ROAD), TURN LEFT AT CROSSROADS WITH TWO TRIANGLE- BLAZED TREES AND
 FC1832'GO 0.7 MILE TO POINT WHERE ROAD LEAVES CLEARING AT SOUTH SIDE OF
 FC1832'FIELD, FOLLOW MAIN ROAD 0.5 MILE, FOLLOW DIM LEFT FORK 0.15
 FC1832'MILE, AND FOLLOW DIM RIGHT FORK 0.5 MILE UP HILL TO STATION SITE.
 FC1832'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1832'CONCRETE. REFERENCE MARK NO. 1 IS STANDARD REFERENCE
 FC1832'DISK IN BEDROCK, FLUSH WITH SURFACE OF GROUND, AT
 FC1832'EASTERN EDGE OF SUMMIT, 2 FEET EAST-SOUTHEAST OF 4-INCH RED OAK, AND
 FC1832'67.21 FEET FROM STATION. REFERENCE MARK NO.
 FC1832'2 AND AZIMUTH MARK ARE STANDARD REFERENCE DISKS IN BOULDERS.
 FC1832'NO. 2 IS ON DOWNWARD SLOPE OF RIDGE AND 79.44 FEET FROM STATION
 FC1832'AZIMUTH MARK IS ON EASTERN SIDE OF
 FC1832'RIDGE, 12 FEET NORTH OF 12-INCH OAK, AND 100 YARDS FROM STATION
 FC1832
 FC1832                          STATION RECOVERY (1941)
 FC1832
 FC1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JAM)
 FC1832'RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS- COUNTY ENGINEER CLENDENON
 FC1832'OF VAN BUREN COUNTY REPORTS THAT THE LAND ON WHICH THE STATION IS
 FC1832'LOCATED BELONGS TO COLGATE AND MACY AND THAT THE STATION IS ABOUT
 FC1832'THREE-FOURTHS MILE FROM THE TRI-COUNTY BOUNDARY INTERSECTION.
 FC1832'
 FC1832'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FC1832
 FC1832                          STATION RECOVERY (1967)
 FC1832
 FC1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1832'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FC1832'RECOVERED AND FOUND IN GOOD CONDITION. A COMPLETE AND THOROUGH
 FC1832'SEARCH WAS MADE FOR REFERENCE MARK NO. 2, BUT IT COULD NOT BE FOUND.
 FC1832'A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED. A LINE WAS
 FC1832'CLEARED THROUGH THICK WOODS AND UNDERBRUSH TO THE AZIMUTH MARK, AFTER
 FC1832'WHICH THE STATION WAS OCCUPIED AND THE ANGLES TO THE REFERENCE
 FC1832'MARKS OBSERVED. A DISCREPANCY OF 00 DEG 03 MIN 00.0 SEC WAS NOTED
 FC1832'BETWEEN THE 1934 OBSERVATIONS AND THE 1967 OBSERVATIONS FOR
 FC1832'REFERENCE MARK NO. 1. HOWEVER, THE HORIZONTAL DISTANCE MEASUREMENT TO
 FC1832'THIS MARK CHECKED THE 1934 MEASUREMENT FLAT.
 FC1832'
 FC1832'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1832'
 FC1832'THE STATION IS LOCATED ABOUT 11.75 MILES SOUTH-SOUTHEAST OF SPENCER,
 FC1832'ABOUT 3/4 OF A MILE NORTH-NORTHEAST OF THE TRI-COUNTY CORNER
 FC1832'OF VAN BUREN, BLEDSOE, AND SEQUATCHIE COUNTIES, ON A HIGH, HEAVILY
 FC1832'WOODED KNOLL KNOWN LOCALLY AS SMART MOUNTAIN, NEAR THE HEAD OF
 FC1832'BIG BRUSH AND PINEY CREEKS, AND ON THE PROPERTY OF THE COLGATE-MACY
 FC1832'COAL COMPANY.
 FC1832'
 FC1832'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 30 AND 111 AT
 FC1832'THE SOUTHEAST CORNER OF THE VAN BUREN COUNTY COURTHOUSE SQUARE
 FC1832'IN SPENCER, GO SOUTHERLY ON STATE ROUTE NO. 11 FOR 9.3 MILES TO THE
 FC1832'PINELAND ELEMENTARY SCHOOL ON THE LEFT. HERE CONTINUE SOUTHERLY ON
 FC1832'STATE ROUTE 11 FOR 1.1 MILES TO A GRAVELED T ROAD ON THE LEFT. HERE
 FC1832'TURN LEFT ON THE GRAVELED ROAD AND GO EASTERLY FOR 1.0 MILE TO A
 FC1832'GRAVELED ROAD RIGHT, CONTINUE STRAIGHT AHEAD, EASTERLY ON THE MAIN
 FC1832'GRAVELED ROAD FOR 0.25 MILE TO A FORK. HERE KEEP THE RIGHT FORK
 FC1832'AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 0.65 MILE TO A GRAVELED
 FC1832'MINING ROAD ON THE RIGHT, TURN RIGHT ON THIS GRAVELED ROAD AND GO
 FC1832'SOUTHWESTERLY FOR 0.1 MILE TO A FORK. HERE TAKE THE LEFT FORK AND GO
 FC1832'SOUTHERLY FOR 0.1 MILE TO WHERE A POWER TRANSMISSION LINE CROSSES THE
 FC1832'ROAD, CONTINUE ALONG GRAVELED ROAD SOUTHWESTERLY FOR 0.55 MILE TO
 FC1832'A FORK, KEEP THE LEFT FORK AND CONTINUE SOUTHWESTERLY FOR 0.85 MILE
 FC1832'TO TWO LARGE, TRIANGLE BLAZED OAK TREES ON THE LEFT. HERE TURN SHARP
 FC1832'LEFT, PASSING BETWEEN THESE TWO OAK TREES, AND PICK WAY EASTERLY
 FC1832'AND SOUTHEASTERLY THROUGH THE WOODS TO THE TOP OF THE KNOLL AT A
 FC1832'SMALL CLEARING AND THE STATION AS DESCRIBED, ABOUT 0.35 OF A MILE.
 FC1832'THERE IS NO OTHER POSSIBLE WAY TO DRIVE TO THIS STATION. THE AREA
 FC1832'SURROUNDING THE STATION HILL IS BADLY CUT UP AND SCARRED BY STRIP
 FC1832'MINING OPERATIONS, BUT THE STATION HILL IS NOT, AND WILL NOT BE,
 FC1832'DISTURBED BY MINING.
 FC1832'
 FC1832'THE STATION IS 44 FEET NORTHWEST OF AN 18-INCH, TRIANGLE BLAZED
 FC1832'CHESTNUT OAK, 38 FEET NORTH OF A 12-INCH, TRIANGLE BLAZE RED OAK, 21
 FC1832'FEET SOUTHWEST OF A 14-INCH, TRIANGLE BLAZED RED OAK, AND 1.6 FEET
 FC1832'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FC1832'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 12
 FC1832'INCHES AND THE DISK IS STAMPED SMART 1934.
 FC1832'
 FC1832'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE KNOLL, 19 FEET
 FC1832'NORTHWEST OF A TRIPLE-TRUNKED, TRIANGLE BLAZED CHESTNUT OAK, AND
 FC1832'ABOUT 3 FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 FC1832'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK
 FC1832'IS STAMPED SMART NO 1 1934.
 FC1832'
 FC1832'REFERENCE MARK NO. 3 IS ON THE SOUTH-SOUTHEAST SLOPE OF THE KNOLL, 55
 FC1832'FEET SOUTH OF AN 18-INCH, TRIANGLE BLAZED RED OAK, 43 FEET
 FC1832'SOUTH-SOUTHEAST OF A 12-INCH, TRIANGLE BLAZED RED OAK, AND ABOUT 4
 FC1832'FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK
 FC1832'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 FC1832'STAMPED SMART 1934 NO 3 1967.
 FC1832'
 FC1832'DUE TO TREES ON LINE, NO EFFORT WAS MADE TO MEASURE BETWEEN REFERENCE
 FC1832'MARK NO. 1 AND REFERENCE MARK NO. 3.
 FC1832'
 FC1832'THE AZIMUTH MARK IS LOCATED ON THE EASTERN SLOPE OF A RIDGE LEADING
 FC1832'SOUTH-SOUTHWEST FROM THE STATION, 237.5 FEET (SLOPE) FEET FROM THE
 FC1832'STATION, 51 FEET WEST OF AN 18-INCH, TRIANGLE BLAZED RED OAK, 20 FEET
 FC1832'NORTH-NORTHWEST OF A 14-INCH, TRIANGLE BLAZED WHITE OAK, 12.5
 FC1832'FEET NORTH OF A 16-INCH, TRIANGLE BLAZED RED OAK, AND 1.7 FEET EAST
 FC1832'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD REFERENCE MARK
 FC1832'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ROUGHLY 16-INCHES SQUARE
 FC1832'THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SMART AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3386 ***********************************************************************
 GA3386  DESIGNATION -  SMATHERS
 GA3386  PID         -  GA3386
 GA3386  STATE/COUNTY-  TN/WASHINGTON
 GA3386  USGS QUAD   -  JOHNSON CITY (1968)
 GA3386
 GA3386                         *CURRENT SURVEY CONTROL
 GA3386  ___________________________________________________________________
 GA3386* NAD 83(1995)-  36 18 29.23273(N)    082 20 49.21025(W)     ADJUSTED  
 GA3386* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 GA3386  ___________________________________________________________________
 GA3386  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GA3386  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA3386
 GA3386  HORZ ORDER  -  SECOND
 GA3386
 GA3386.The horizontal coordinates were established by classical geodetic methods
 GA3386.and adjusted by the National Geodetic Survey in April 1999..
 GA3386
 GA3386.The orthometric height was scaled from a topographic map.
 GA3386
 GA3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3386
 GA3386.The geoid height was determined by GEOID03.
 GA3386
 GA3386;                    North         East     Units Scale Factor Converg.
 GA3386;SPC TN       -   225,225.978   927,999.793   MT  0.99998255   +2 08 19.0
 GA3386;SPC TN       -   738,928.90  3,044,612.65   sFT  0.99998255   +2 08 19.0
 GA3386;UTM  17      - 4,018,966.184   379,068.486   MT  0.99978019   -0 47 51.7
 GA3386
 GA3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3386!SPC TN       -   0.99991925  x   0.99998255  =   0.99990181
 GA3386!UTM  17      -   0.99991925  x   0.99978019  =   0.99969946
 GA3386
 GA3386:                Primary Azimuth Mark                     Grid Az
 GA3386:SPC TN       -  HOLSTON 2                                051 34 57.3
 GA3386:UTM  17      -  HOLSTON 2                                054 31 08.0
 GA3386
 GA3386|---------------------------------------------------------------------|
 GA3386| PID    Reference Object                     Distance      Geod. Az  |
 GA3386|                                                           dddmmss.s |
 GA3386| GA3370 HOLSTON 2                           APPROX.24.2 KM 0534316.3 |
 GA3386| DC2433 SMATHERS RM 3                        36.037 METERS 13421     |
 GA3386| DC2431 SMATHERS RM 1                        40.200 METERS 29919     |
 GA3386| DC2432 SMATHERS RM 2 AZIMUTH                              3382454.9 |
 GA3386|---------------------------------------------------------------------|
 GA3386
 GA3386                          SUPERSEDED SURVEY CONTROL
 GA3386
 GA3386  NAD 83(1995)-  36 18 29.23536(N)    082 20 49.21070(W) AD(       ) 2
 GA3386  NAD 83(1995)-  36 18 29.23392(N)    082 20 49.23386(W) AD(       ) 2
 GA3386  NAD 83(1995)-  36 18 29.24020(N)    082 20 49.21082(W) AD(       ) 2
 GA3386  NAD 83(1986)-  36 18 29.24041(N)    082 20 49.21519(W) AD(       ) 2
 GA3386  NAD 27      -  36 18 28.87700(N)    082 20 49.76000(W) AD(       ) 2
 GA3386
 GA3386.Superseded values are not recommended for survey control.
 GA3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3386.See file dsdata.txt to determine how the superseded data were derived.
 GA3386
 GA3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7906818966(NAD 83)
 GA3386_MARKER: DS = TRIANGULATION STATION DISK
 GA3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3386_STAMPING: SMATHERS 1933
 GA3386_MARK LOGO: CGS   
 GA3386_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3386+STABILITY: SURFACE MOTION
 GA3386
 GA3386  HISTORY     - Date     Condition        Report By
 GA3386  HISTORY     - 1933     MONUMENTED       CGS
 GA3386  HISTORY     - 1934     GOOD             CGS
 GA3386  HISTORY     - 1967     GOOD             CGS
 GA3386  HISTORY     - 1978     GOOD             NGS
 GA3386  HISTORY     - 19930505 GOOD             WOOLPT
 GA3386
 GA3386                          STATION DESCRIPTION
 GA3386
 GA3386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3386'STATION IS NEAR THE S CITY LIMITS OF JOHNSON CITY, ON LOW PART OF
 GA3386'LAWN OF DR.  C.R.
 GA3386'SMATHERS PROPERTY ON BUFFALO STREET, ABOUT 110
 GA3386'FEET NE OF HIS RESIDENCE, AND 15.7
 GA3386'FEET S OF MR.  PREAS DRIVEWAY.
 GA3386'
 GA3386'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GA3386'SET IN CONCRETE.
 GA3386'
 GA3386'REFERENCE MARK NO.1 IS 15 FEET E OF BUFFALO STREET, 21.5 FEET N OF
 GA3386'MR.  PREAS
 GA3386'DRIVEWAY, AND 40.200 METERS (131.89 FEET) FROM STATION
 GA3386'N 60 DEG 41 MIN W.
 GA3386'
 GA3386'REFERENCE MARK NO.2 IS IN SW CORNER OF CORNICE ON TOP OF THE JOHN
 GA3386'SEVIER HOTEL AND
 GA3386'0.5 MILE FROM STATION N 21 DEG 35 MIN W.
 GA3386'
 GA3386'REFERENCE MARK NO.3 IS 1 FOOT NW OF NW CORNER OF DR. SMATHERS GARAGE,
 GA3386'15.9 FEET NE OF NE
 GA3386'SIDE OF RESIDENCE, AND 36.043 METERS (118.25 FEET)
 GA3386'FROM STATION S 45 DEG 38 MIN E.
 GA3386'
 GA3386'TO REACH STATION FROM MAIN STREET, TURN S AT SOUTHERN RAILWAY TRACKS
 GA3386'ONTO BUFFALO
 GA3386'STREET AND FOLLOW 0.4 MILE TO STATION.
 GA3386
 GA3386                          STATION RECOVERY (1967)
 GA3386
 GA3386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GA3386'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GA3386'CONDITION.
 GA3386'
 GA3386'DUE TO CHANGES IN THE STREETS IN JOHNSON CITY, THE STATION TO-REACH
 GA3386'IS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW TO-REACH.
 GA3386'
 GA3386'TO REACH FROM THE POST OFFICE IN JOHNSON CITY, GO EAST ON EAST MAIN
 GA3386'STREET FOR 0.15 MILE TO DIVISION STREET.  HERE TURN RIGHT AND GO
 GA3386'SOUTH ON DIVISION STREET FOR 0.5 MILE TO WEST POPLAR STREET, TURN
 GA3386'RIGHT AND GO WEST ON WEST POPLAR STREET FOR 0.2 MILE TO BUFFALO
 GA3386'STREET.  TURN LEFT AND GO SOUTH ON BUFFALO STREET FOR 0.2 MILE A
 GA3386'WIDE CONCRETE DRIVE LEADING INTO THE PREAS ESTATE AND THE STATION ON
 GA3386'THE LEFT IN THE YARD OF MR. C. R. SMATHERS AS DESCRIBED.
 GA3386'
 GA3386'DUE TO THE STATIONS LOCATION IN A WELL LANDSCAPED YARD, NO WITNESS
 GA3386'POST WAS SET.
 GA3386'
 GA3386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR SOUTH EDGE OF
 GA3386'JOHNSON CITY.
 GA3386
 GA3386                          STATION RECOVERY (1978)
 GA3386
 GA3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GA3386'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 GA3386'CONDITION.  REFERENCE MARK 2 WAS NOT SEARCHED FOR.  IT WAS USED AS
 GA3386'THE AZIMUTH MARK AND WOULD BE OBSTRUCTED BY TREES.  THE DISTANCE TO
 GA3386'THE REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A
 GA3386'NEW DESCRIPTION FOLLOWS--
 GA3386'
 GA3386'THE STATION IS LOCATED ON THE PROPERTY OF MR. HUGH PREAS, 1301
 GA3386'BUFFALO ST., JOHNSON CITY, TENN., 102 FEET EAST OF THE CENTERLINE OF
 GA3386'BUFFALO ST., 105 FEET NORTH OF THE NORTHWEST CORNER OF A 2 STORY
 GA3386'STUCCO HOUSE AND 15 FEET SOUTH OF THE CENTERLINE OF A PAVED DRIVE.
 GA3386'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SMATHERS 1933.
 GA3386'
 GA3386'REFERENCE MARK 1 IS 22 FEET NORTH OF THE CENTERLINE OF THE PAVED
 GA3386'DRIVE, 15 FEET EAST OF THE CENTERLINE OF BUFFALO ST. AND 5 FEET EAST
 GA3386'OF THE EAST CURB OF THE STREET.  THE MONUMENT IS FLUSH AND THE DISK
 GA3386'IS STAMPED SMATHERS NO 1 1933.
 GA3386'
 GA3386'REFERENCE MARK 3 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF GARAGE AND
 GA3386'SURROUNDED BY PAVEMENT, 10 FEET SOUTH OF THE CENTERLINE OF A
 GA3386'DRIVEWAY AND 14 FEET NORTHEAST OF THE CENTER OF STEPS TO BASEMENT OF
 GA3386'HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SMATHERS NO
 GA3386'3 1933.
 GA3386'
 GA3386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JOHNSON CITY.
 GA3386'
 GA3386'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GA3386
 GA3386                          STATION RECOVERY (1993)
 GA3386
 GA3386'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MS)
 GA3386'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3412 ***********************************************************************
 GA3412  DESIGNATION -  SMITH
 GA3412  PID         -  GA3412
 GA3412  STATE/COUNTY-  TN/HAWKINS
 GA3412  USGS QUAD   -  BUREM (1976)
 GA3412
 GA3412                         *CURRENT SURVEY CONTROL
 GA3412  ___________________________________________________________________
 GA3412* NAD 83(1995)-  36 27 46.30314(N)    082 53 28.38896(W)     ADJUSTED  
 GA3412* NAVD 88     -       449.7    (meters)    1475.     (feet)  VERTCON   
 GA3412  ___________________________________________________________________
 GA3412  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GA3412  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA3412
 GA3412  HORZ ORDER  -  SECOND
 GA3412
 GA3412.The horizontal coordinates were established by classical geodetic methods
 GA3412.and adjusted by the National Geodetic Survey in April 1999..
 GA3412
 GA3412.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3412
 GA3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3412
 GA3412.The geoid height was determined by GEOID03.
 GA3412
 GA3412;                    North         East     Units Scale Factor Converg.
 GA3412;SPC TN       -   240,700.222   878,607.560   MT  1.00000852   +1 49 12.0
 GA3412;SPC TN       -   789,697.31  2,882,564.97   sFT  1.00000852   +1 49 12.0
 GA3412;UTM  17      - 4,036,951.060   330,541.405   MT  0.99995381   -1 07 27.2
 GA3412
 GA3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3412!SPC TN       -   0.99993434  x   1.00000852  =   0.99994286
 GA3412!UTM  17      -   0.99993434  x   0.99995381  =   0.99988815
 GA3412
 GA3412|---------------------------------------------------------------------|
 GA3412| PID    Reference Object                     Distance      Geod. Az  |
 GA3412|                                                           dddmmss.s |
 GA3412| DC2439 SMITH RM 1                           26.402 METERS 12326     |
 GA3412| GA1111 SMITH AZ MK                         APPROX. 1.2 KM 2773641.7 |
 GA3412| DC2440 SMITH RM 2                           24.064 METERS 32816     |
 GA3412|---------------------------------------------------------------------|
 GA3412
 GA3412                          SUPERSEDED SURVEY CONTROL
 GA3412
 GA3412  NAD 83(1995)-  36 27 46.30612(N)    082 53 28.39149(W) AD(       ) 2
 GA3412  NAD 83(1995)-  36 27 46.31631(N)    082 53 28.40311(W) AD(       ) 2
 GA3412  NAD 83(1995)-  36 27 46.30995(N)    082 53 28.39359(W) AD(       ) 2
 GA3412  NAD 83(1986)-  36 27 46.31246(N)    082 53 28.39364(W) AD(       ) 2
 GA3412  NAD 27      -  36 27 45.96470(N)    082 53 28.80458(W) AD(       ) 2
 GA3412  NGVD 29 (07/19/86)  449.9    (m)         1476.     (f) VERT ANG       
 GA3412
 GA3412.Superseded values are not recommended for survey control.
 GA3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3412.See file dsdata.txt to determine how the superseded data were derived.
 GA3412
 GA3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3054136951(NAD 83)
 GA3412_MARKER: DD = SURVEY DISK
 GA3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3412
 GA3412  HISTORY     - Date     Condition        Report By
 GA3412  HISTORY     - 1963     MONUMENTED       TNHD
 GA3412
 GA3412                          STATION DESCRIPTION
 GA3412
 GA3412'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3412'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ROGERSVILLE.
 GA3412'
 GA3412'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 7.8
 GA3412'MILES NORTHEAST ON
 GA3412'U.S. HIGHWAY 11W TO THE AZIMUTH MARK ON THE RIGHT.
 GA3412'CONTINUE STRAIGHT AHEAD ON U.S.
 GA3412'HIGHWAY 11W FOR 0.6 MILE SOUTHEAST
 GA3412'TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO
 GA3412'0.7 MILE NORTHEAST
 GA3412'ON GRAVELED ROAD TO A GAP IN A FENCE ON THE RIGHT, TURN RIGHT,
 GA3412'PASSING THROUGH
 GA3412'THE GAP, AND GO 0.4 MILE SOUTH ON A TRACK ROAD TO THE
 GA3412'TOP OF A WOODED KNOLL AND THE
 GA3412'STATION AS DESCRIBED.
 GA3412'
 GA3412'THE STATION IS 25 FEET SOUTH OF AN 18-INCH OAK TREE, 21 FEET
 GA3412'NORTHEAST OF A 30-INCH
 GA3412'OAK TREE, 20 FEET EAST OF THE TRACK ROAD AND 3.7 FEET
 GA3412'SOUTHWEST OF A WITNESS
 GA3412'POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3412'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3412'DISKS AND THE DISKS ARE STAMPED
 GA3412'SMITH 1963.  THE UNDERGROUND MARK IS ABOUT 30-INCHES
 GA3412'BELOW THE
 GA3412'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA3412'CONCRETE MONUMENT.
 GA3412'
 GA3412'REFERENCE MARK NO. 1 IS 37 FEET SOUTHWEST OF AN 18-INCH OAK TREE, 12
 GA3412'FEET EAST OF AN 18-INCH OAK
 GA3412'TREE AND 8 FEET NORTHWEST OF A 6-INCH HICKORY TREE.
 GA3412'IT IS A STANDARD TENNESSEE HIGHWAY
 GA3412'DEPARTMENT DISK SET IN A 10-INCH
 GA3412'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3412'STAMPED SMITH RM-1
 GA3412'1963.
 GA3412'
 GA3412'REFERENCE MARK NO. 2 IS 16 FEET SOUTHEAST OF A 12-INCH OAK TREE AND 6
 GA3412'FEET SOUTHWEST OF THE
 GA3412'TRACK ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3412'DEPARTMENT DISK SET IN A 10-INCH
 GA3412'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3412'THE DISK IS STAMPED SMITH RM-2 1963.
 GA3412'
 GA3412'THE AZIMUTH MARK IS 26 FEET SOUTHWEST OF U.S. HIGHWAY 11W, 26 FEET
 GA3412'SOUTHEAST OF A TELEPHONE
 GA3412'POLE, 2 FEET SOUTHWEST OF THE EDGE OF THE BANK OF A
 GA3412'HIGHWAY CUT AND 2.0 FEET
 GA3412'NORTHWEST OF A WITNESS POST.  IT IS A
 GA3412'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3412'SET IN A 10-INCH SQUARE,
 GA3412'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SMITH AZI
 GA3412'1963.
 GA3412'
 GA3412'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3412'
 GA3412'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GA3412'
 GA3412'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1111 ***********************************************************************
 GA1111  DESIGNATION -  SMITH AZ MK
 GA1111  PID         -  GA1111
 GA1111  STATE/COUNTY-  TN/HAWKINS
 GA1111  USGS QUAD   -  BUREM (1976)
 GA1111
 GA1111                         *CURRENT SURVEY CONTROL
 GA1111  ___________________________________________________________________
 GA1111* NAD 83(1995)-  36 27 51.45170(N)    082 54 16.11151(W)     ADJUSTED  
 GA1111* NAVD 88     -       402.678  (meters)    1321.12   (feet)  ADJUSTED  
 GA1111  ___________________________________________________________________
 GA1111  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GA1111  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA1111  DYNAMIC HT  -         402.314 (meters)    1319.93  (feet)  COMP
 GA1111  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GA1111
 GA1111  HORZ ORDER  -  SECOND
 GA1111  VERT ORDER  -  SECOND    CLASS 0
 GA1111
 GA1111.The horizontal coordinates were established by classical geodetic methods
 GA1111.and adjusted by the National Geodetic Survey in April 1999..
 GA1111
 GA1111.The orthometric height was determined by differential leveling
 GA1111.and adjusted by the National Geodetic Survey in June 1991..
 GA1111
 GA1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1111
 GA1111.The geoid height was determined by GEOID03.
 GA1111
 GA1111.The dynamic height is computed by dividing the NAVD 88
 GA1111.geopotential number by the normal gravity value computed on the
 GA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1111.degrees latitude (g = 980.6199 gals.).
 GA1111
 GA1111.The modeled gravity was interpolated from observed gravity values.
 GA1111
 GA1111;                    North         East     Units Scale Factor Converg.
 GA1111;SPC TN       -   240,821.188   877,414.918   MT  1.00000879   +1 48 44.1
 GA1111;SPC TN       -   790,094.18  2,878,652.11   sFT  1.00000879   +1 48 44.1
 GA1111;UTM  17      - 4,037,133.117   329,356.613   MT  0.99995877   -1 07 55.7
 GA1111
 GA1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1111!SPC TN       -   0.99994172  x   1.00000879  =   0.99995051
 GA1111!UTM  17      -   0.99994172  x   0.99995877  =   0.99990049
 GA1111
 GA1111                          SUPERSEDED SURVEY CONTROL
 GA1111
 GA1111  NAD 83(1995)-  36 27 51.45474(N)    082 54 16.11403(W) AD(       ) 2
 GA1111  NAD 83(1995)-  36 27 51.46505(N)    082 54 16.12564(W) AD(       ) 2
 GA1111  NAD 83(1995)-  36 27 51.45860(N)    082 54 16.11629(W) AD(       ) 2
 GA1111  NAD 83(1986)-  36 27 51.46109(N)    082 54 16.11631(W) AD(       ) 2
 GA1111  NAD 27      -  36 27 51.11422(N)    082 54 16.52553(W) AD(       ) 2
 GA1111  NGVD 29 (??/??/92)  402.842  (m)         1321.66   (f) ADJ UNCH    2 0
 GA1111
 GA1111.Superseded values are not recommended for survey control.
 GA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1111.See file dsdata.txt to determine how the superseded data were derived.
 GA1111
 GA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2935737133(NAD 83)
 GA1111_MARKER: DD = SURVEY DISK
 GA1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1111_STAMPING: SMITH AZI 1963
 GA1111_MARK LOGO: TNHD  
 GA1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1111+STABILITY: SURFACE MOTION
 GA1111
 GA1111  HISTORY     - Date     Condition        Report By
 GA1111  HISTORY     - 1963     MONUMENTED       TNHD
 GA1111  HISTORY     - 1964     GOOD             TNHD
 GA1111
 GA1111                          STATION DESCRIPTION
 GA1111
 GA1111'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA1111'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ROGERSVILLE.
 GA1111'
 GA1111'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 7.8
 GA1111'MILES NORTHEAST ON
 GA1111'U.S.  HIGHWAY 11W TO THE AZIMUTH MARK ON THE RIGHT.
 GA1111'
 GA1111'THE AZIMUTH MARK IS 26 FEET SOUTHWEST OF U.S. HIGHWAY 11W, 26 FEET
 GA1111'SOUTHEAST OF A TELEPHONE
 GA1111'POLE, 2 FEET SOUTHWEST OF THE EDGE OF THE BANK OF A
 GA1111'HIGHWAY CUT AND 2.0 FEET
 GA1111'NORTHWEST OF A WITNESS POST.  IT IS A
 GA1111'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA1111'SET IN A 10-INCH SQUARE,
 GA1111'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SMITH AZI
 GA1111'1963.
 GA1111
 GA1111                          STATION RECOVERY (1964)
 GA1111
 GA1111'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1111'7.8 MI NE FROM ROGERSVILLE.
 GA1111'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 7.8
 GA1111'MILES NORTHEAST ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.
 GA1111'THE MARK IS 26 FEET SOUTHWEST OF U.S. HIGHWAY 11W, 26 FEET
 GA1111'SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF THE EDGE OF
 GA1111'THE BANK OF A HIGHWAY CUT AND 2.0 FEET NORTHWEST OF A WITNESS POST.
 GA1111'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1111'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2628 ***********************************************************************
 GB2628  DESIGNATION -  SMITH KNOB
 GB2628  PID         -  GB2628
 GB2628  STATE/COUNTY-  TN/SCOTT
 GB2628  USGS QUAD   -  ONEIDA NORTH (1979)
 GB2628
 GB2628                         *CURRENT SURVEY CONTROL
 GB2628  ___________________________________________________________________
 GB2628* NAD 83(1995)-  36 30 08.22540(N)    084 33 04.02362(W)     ADJUSTED  
 GB2628* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 GB2628  ___________________________________________________________________
 GB2628  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GB2628  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB2628
 GB2628  HORZ ORDER  -  THIRD
 GB2628
 GB2628.The horizontal coordinates were established by classical geodetic methods
 GB2628.and adjusted by the National Geodetic Survey in April 1999..
 GB2628
 GB2628.The orthometric height was scaled from a topographic map.
 GB2628
 GB2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2628
 GB2628.The geoid height was determined by GEOID03.
 GB2628
 GB2628;                    North         East     Units Scale Factor Converg.
 GB2628;SPC TN       -   241,610.416   729,800.523   MT  1.00001631   +0 50 53.6
 GB2628;SPC TN       -   792,683.51  2,394,353.88   sFT  1.00001631   +0 50 53.6
 GB2628;UTM  16      - 4,042,450.628   719,323.553   MT  1.00019269   +1 27 26.3
 GB2628
 GB2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2628!SPC TN       -   0.99992593  x   1.00001631  =   0.99994224
 GB2628!UTM  16      -   0.99992593  x   1.00019269  =   1.00011860
 GB2628
 GB2628|---------------------------------------------------------------------|
 GB2628| PID    Reference Object                     Distance      Geod. Az  |
 GB2628|                                                           dddmmss.s |
 GB2628| DC2437 SMITH KNOB RM 1                      20.233 METERS 06929     |
 GB2628| GB2627 SMITH KNOB LOOKOUT TOWER              1.711 METERS 22552     |
 GB2628| DC2438 SMITH KNOB RM 2                      22.811 METERS 33822     |
 GB2628| GB2625 SLAVEN                              APPROX.10.1 KM 3562652.4 |
 GB2628|---------------------------------------------------------------------|
 GB2628
 GB2628                          SUPERSEDED SURVEY CONTROL
 GB2628
 GB2628  NAD 83(1995)-  36 30 08.22622(N)    084 33 04.02349(W) AD(       ) 3
 GB2628  NAD 83(1995)-  36 30 08.23444(N)    084 33 04.02729(W) AD(       ) 3
 GB2628  NAD 83(1986)-  36 30 08.23468(N)    084 33 04.02585(W) AD(       ) 3
 GB2628  NAD 27      -  36 30 07.94600(N)    084 33 04.24700(W) AD(       ) 3
 GB2628
 GB2628.Superseded values are not recommended for survey control.
 GB2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2628.See file dsdata.txt to determine how the superseded data were derived.
 GB2628
 GB2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1932442451(NAD 83)
 GB2628_MARKER: DS = TRIANGULATION STATION DISK
 GB2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2628
 GB2628  HISTORY     - Date     Condition        Report By
 GB2628  HISTORY     - 1950     MONUMENTED       CGS
 GB2628  HISTORY     - 1966     GOOD             CGS
 GB2628  HISTORY     - 1980     GOOD             NGS
 GB2628
 GB2628                          STATION DESCRIPTION
 GB2628
 GB2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2628'STATION IS LOCATED ABOUT 2 MILES WEST OF ONEIDA BENEATH THE SMITH
 GB2628'KNOB LOOKOUT TOWER.IT IS 15 FEET NORTH OF THE SOUTHEAST LEG
 GB2628'OF LOOKOUT TOWER AND 7 FEET SOUTHWEST OF THE NORTHEAST LEG OF LOOKOUT
 GB2628'TOWER. THE MARK IS FLUSH AND THE DISK IS STAMPED SMITH KNOB 1950.
 GB2628'
 GB2628'REFERENCE MARK NO. 1 IS 20 FEET SOUTHEAST OF THE CENTER OF ROAD. THE
 GB2628'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SMITH KNOB NO 1
 GB2628'1950.
 GB2628'
 GB2628'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTER OF ROAD. THE MARK
 GB2628'PROJECTS 4 INCHES AND THE DISK IS STAMPED SMITH KNOB NO 2 1950.
 GB2628'
 GB2628'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2628'
 GB2628'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 27 AND
 GB2628'THE SOUTHERN RAILROAD IN ONEIDA, GO NORTH ON U.S. HIGHWAY NO. 27 FOR
 GB2628'0.25 MILE TO THIRD STREET, TURN LEFT ON THIRD STREET AND GO 0.35 MILE
 GB2628'TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.85 MILE TO WHERE ROAD
 GB2628'FORKS, TAKE THE LEFT ROAD AND GO 0.65 MILE TO A CROSSROAD, TURN RIGHT
 GB2628'AND GO UP HILL FOR 0.35 MILE TO THE SMITH KNOB LOOKOUT TOWER AND THE
 GB2628'STATION AS DESCRIBED.
 GB2628'
 GB2628'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 GB2628
 GB2628                          STATION RECOVERY (1966)
 GB2628
 GB2628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2628'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GB2628'DESCRIBED.  THE 1950 DESCRIPTION IS COMPLETELY ADEQUATE.
 GB2628
 GB2628                          STATION RECOVERY (1980)
 GB2628
 GB2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2628'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GB2628'THE FOLLOWING.
 GB2628'
 GB2628'THE STATION MARK PROJECTS 2 INCHES AND HAS A RAILROAD SPIKE DRIVEN
 GB2628'BESIDE IT.
 GB2628'
 GB2628'REFERENCE MARK 1 IS 52 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE
 GB2628'AND 12 FEET SOUTHWEST OF A 14 INCH OAK TREE.  A RAILROAD SPIKE WAS
 GB2628'DRIVEN BESIDE THE MARK.
 GB2628'
 GB2628'REFERENCE MARK 2 IS 29 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GB2628'HOUSE AND 18 FEET WEST OF THE NORTHWEST CORNER.  THE MONUMENT IS 4
 GB2628'INCHES AND HAS A RAILROAD SPIKE DRIVEN BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2627 ***********************************************************************
 GB2627  DESIGNATION -  SMITH KNOB LOOKOUT TOWER
 GB2627  PID         -  GB2627
 GB2627  STATE/COUNTY-  TN/SCOTT
 GB2627  USGS QUAD   -  ONEIDA NORTH (1979)
 GB2627
 GB2627                         *CURRENT SURVEY CONTROL
 GB2627  ___________________________________________________________________
 GB2627* NAD 83(1995)-  36 30 08.18674(N)    084 33 04.07297(W)     ADJUSTED  
 GB2627* NAVD 88     -                                                        
 GB2627  ___________________________________________________________________
 GB2627  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GB2627  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB2627
 GB2627  HORZ ORDER  -  THIRD
 GB2627
 GB2627.The horizontal coordinates were established by classical geodetic methods
 GB2627.and adjusted by the National Geodetic Survey in April 1999..
 GB2627
 GB2627
 GB2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2627
 GB2627.The geoid height was determined by GEOID03.
 GB2627
 GB2627;                    North         East     Units Scale Factor Converg.
 GB2627;SPC TN       -   241,609.207   729,799.313   MT  1.00001630   +0 50 53.6
 GB2627;SPC TN       -   792,679.54  2,394,349.91   sFT  1.00001630   +0 50 53.6
 GB2627;UTM  16      - 4,042,449.405   719,322.355   MT  1.00019268   +1 27 26.3
 GB2627
 GB2627                          SUPERSEDED SURVEY CONTROL
 GB2627
 GB2627  NAD 83(1995)-  36 30 08.18756(N)    084 33 04.07284(W) AD(       ) 4
 GB2627  NAD 83(1995)-  36 30 08.19578(N)    084 33 04.07665(W) AD(       ) 4
 GB2627  NAD 83(1986)-  36 30 08.19612(N)    084 33 04.07531(W) AD(       ) 4
 GB2627  NAD 27      -  36 30 07.90700(N)    084 33 04.29600(W) AD(       ) 3
 GB2627
 GB2627.Superseded values are not recommended for survey control.
 GB2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2627.See file dsdata.txt to determine how the superseded data were derived.
 GB2627
 GB2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1932242449(NAD 83)
 GB2627_MARKER: 57 = LOOKOUT TOWER
 GB2627
 GB2627  HISTORY     - Date     Condition        Report By
 GB2627  HISTORY     - 1935     FIRST OBSERVED   CGS
 GB2627  HISTORY     - 1950     GOOD             CGS
 GB2627
 GB2627                          STATION DESCRIPTION
 GB2627
 GB2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2627'STATION IS THE CENTER OF THE SMITH KNOB FIRE TOWER, WHICH IS LOCATED
 GB2627'ABOUT 2 MILES W OF THE TOWN OF ONEIDA, TENNESSEE.
 GB2627'
 GB2627'STATION IS CUT IN FROM STATIONS WEST AND SLAVEN.
 GB2627
 GB2627                          STATION RECOVERY (1950)
 GB2627
 GB2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2627'STATION IS LOCATED ABOUT 2 MILES WEST OF ONEIDA. THE STATION IS A
 GB2627'4-LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH WITH A OBSERVATION
 GB2627'ROOM ATOP PAINTED GRAY. THE POINT OBSERVED ON AND TRAVERSED TO WAS
 GB2627'THE CENTER OF THE BASE OF THE LOOKOUT TOWER. A TRAVERSE
 GB2627'CONNECTION WAS MADE FROM TRIANGULATION STATION SMITH KNOB AND THE
 GB2627'DISTANCE WAS FOUND TO BE 1.713 METERS (5.62 FEET).
 GB2627'
 GB2627'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 27 AND
 GB2627'THE SOUTHERN RAILROAD IN ONEIDA, GO NORTH ON U.S HIGHWAY NO. 27 FOR
 GB2627'0.25 MILE TO THIRD STREET, TURN LEFT ON THIRD STREET AND GO 0.35 MILE
 GB2627'TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.85 MILE TO WHERE ROAD
 GB2627'FORKS, TAKE LEFT ROAD AND GO 0.65 MILE TO A CROSSROAD, TURN RIGHT AND
 GB2627'GO UP HILL FOR 0.35 MILE TO THE SMITH KNOB LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1979 ***********************************************************************
 FC1979  CBN         -  This is a Cooperative Base Network Control Station.
 FC1979  DESIGNATION -  SMITPORT
 FC1979  PID         -  FC1979
 FC1979  STATE/COUNTY-  TN/DE KALB
 FC1979  USGS QUAD   -  SMITHVILLE (1979)
 FC1979
 FC1979                         *CURRENT SURVEY CONTROL
 FC1979  ___________________________________________________________________
 FC1979* NAD 83(1995)-  35 59 10.40644(N)    085 48 25.45101(W)     ADJUSTED  
 FC1979* NAVD 88     -       325.4    (meters)    1068.     (feet)  GPS OBS   
 FC1979  ___________________________________________________________________
 FC1979  X           -     377,795.913 (meters)                     COMP
 FC1979  Y           -  -5,153,306.891 (meters)                     COMP
 FC1979  Z           -   3,727,128.922 (meters)                     COMP
 FC1979  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FC1979  ELLIP HEIGHT-         296.11  (meters)          (08/03/04) GPS OBS
 FC1979  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FC1979
 FC1979  HORZ ORDER  -  A
 FC1979  ELLP ORDER  -  FOURTH    CLASS I
 FC1979
 FC1979.This mark is at Smithville Airport (0A3)
 FC1979
 FC1979.The horizontal coordinates were established by GPS observations
 FC1979.and adjusted by the National Geodetic Survey in August 2004..
 FC1979
 FC1979.The orthometric height was determined by GPS observations and a
 FC1979.high-resolution geoid model.
 FC1979
 FC1979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1979
 FC1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1979
 FC1979.The ellipsoidal height was determined by GPS observations
 FC1979.and is referenced to NAD 83.
 FC1979
 FC1979.The geoid height was determined by GEOID03.
 FC1979
 FC1979;                    North         East     Units Scale Factor Converg.
 FC1979;SPC TN       -   183,404.096   617,397.482   MT  0.99995191   +0 06 46.6
 FC1979;SPC TN       -   601,718.27  2,025,578.24   sFT  0.99995191   +0 06 46.6
 FC1979;UTM  16      - 3,983,078.355   607,537.092   MT  0.99974249   +0 42 03.7
 FC1979
 FC1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1979!SPC TN       -   0.99995353  x   0.99995191  =   0.99990544
 FC1979!UTM  16      -   0.99995353  x   0.99974249  =   0.99969603
 FC1979
 FC1979                          SUPERSEDED SURVEY CONTROL
 FC1979
 FC1979  NAD 83(1995)-  35 59 10.40707(N)    085 48 25.45209(W) AD(       ) 3
 FC1979  ELLIP H (04/12/99)  296.22   (m)                       GP(       ) 4 1
 FC1979  NAD 83(1995)-  35 59 10.40963(N)    085 48 25.45635(W) AD(       ) 3
 FC1979  NGVD 29 (09/17/90)  325.6    (m)         1068.     (f) GPS OBS        
 FC1979
 FC1979.Superseded values are not recommended for survey control.
 FC1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1979.See file dsdata.txt to determine how the superseded data were derived.
 FC1979
 FC1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0753783078(NAD 83)
 FC1979_MARKER: I = METAL ROD
 FC1979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1979_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1979_MARK LOGO: NGS   
 FC1979_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1979+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 FC1979
 FC1979  HISTORY     - Date     Condition        Report By
 FC1979  HISTORY     - 1987     MONUMENTED       NGS
 FC1979  HISTORY     - 19890905 GOOD
 FC1979  HISTORY     - 20031010 GOOD             TNDT
 FC1979  HISTORY     - 20060907 GOOD             INDIV
 FC1979
 FC1979                          STATION DESCRIPTION
 FC1979
 FC1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1979'1.85 MILES NORTH ALONG STATE HIGHWAY 56 FORM THE JUNCTION OF US
 FC1979'HIGHWAY 70 IN SMITHVILLE, TO THE JUNCTION OF ALLENS CHAPEL ROAD,
 FC1979'THENCE 0.30 MILE NORTH ALONG ALLENS CHAPEL ROAD TO THE JUNCTION OF
 FC1979'A BLACK TOP ROAD, THENCE 0.25 MILE EAST ALONG BLACK TOP ROAD TO THE
 FC1979'OFFICE OF THE SMITHVILLE MUNICIPAL AIRPORT, THENCE 0.10 MILE NORTHWEST
 FC1979'ALONG TAXIWAY TO MARK ON THE RIGHT NEAR THE POINT WHERE THE TAXIWAY
 FC1979'AND RUNWAY MEET, A 3-D MARK.  A STAINLESS STEEL ROD DRIVEN 5.0 FEET TO
 FC1979'REFUSAL 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1
 FC1979'INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 FC1979'SMITPORT 1987, 1 INCH BELOW GROUND, WITH A REBAR IN CONCRETE,
 FC1979'46.8 FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY, 41.7 FEET SOUTHEAST
 FC1979'NORTH OF THE CENTER OF A CONCRETE PIPE WITH HEADWALL, AND 1.2 FEET
 FC1979'SOUTHWEST OF A FIBERGLASS NORTHEAST OF SMITHPORT AZ MK.
 FC1979'NOTE--  CONTRACT MIKE FAIRCHILD AT HOME 597-6099 OR OFFICE 597-1701
 FC1979
 FC1979                          STATION RECOVERY (1989)
 FC1979
 FC1979'RECOVERED 1989
 FC1979'RECOVERED IN GOOD CONDITION.
 FC1979
 FC1979                          STATION RECOVERY (2003)
 FC1979
 FC1979'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1979'RECOVERED AS DESCRIBED.
 FC1979
 FC1979                          STATION RECOVERY (2006)
 FC1979
 FC1979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1979'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1980 ***********************************************************************
 FC1980  DESIGNATION -  SMITPORT AZ MK
 FC1980  PID         -  FC1980
 FC1980  STATE/COUNTY-  TN/DE KALB
 FC1980  USGS QUAD   -  SMITHVILLE (1979)
 FC1980
 FC1980                         *CURRENT SURVEY CONTROL
 FC1980  ___________________________________________________________________
 FC1980* NAD 83(1995)-  35 59 04.42182(N)    085 48 37.26490(W)     ADJUSTED  
 FC1980* NAVD 88     -       326.1    (meters)    1070.     (feet)  VERTCON   
 FC1980  ___________________________________________________________________
 FC1980  X           -     377,508.710 (meters)                     COMP
 FC1980  Y           -  -5,153,437.128 (meters)                     COMP
 FC1980  Z           -   3,726,980.028 (meters)                     COMP
 FC1980  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FC1980  ELLIP HEIGHT-         296.74  (meters)          (04/12/99) GPS OBS
 FC1980  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FC1980
 FC1980  HORZ ORDER  -  THIRD
 FC1980  ELLP ORDER  -  FOURTH    CLASS I
 FC1980
 FC1980.This mark is at Smithville Airport (0A3)
 FC1980
 FC1980.The horizontal coordinates were established by GPS observations
 FC1980.and adjusted by the National Geodetic Survey in April 1999..
 FC1980
 FC1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1980
 FC1980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1980
 FC1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1980
 FC1980.The ellipsoidal height was determined by GPS observations
 FC1980.and is referenced to NAD 83.
 FC1980
 FC1980.The geoid height was determined by GEOID03.
 FC1980
 FC1980;                    North         East     Units Scale Factor Converg.
 FC1980;SPC TN       -   183,219.070   617,101.918   MT  0.99995184   +0 06 39.7
 FC1980;SPC TN       -   601,111.23  2,024,608.54   sFT  0.99995184   +0 06 39.7
 FC1980;UTM  16      - 3,982,890.344   607,243.504   MT  0.99974171   +0 41 56.6
 FC1980
 FC1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1980!SPC TN       -   0.99995343  x   0.99995184  =   0.99990527
 FC1980!UTM  16      -   0.99995343  x   0.99974171  =   0.99969515
 FC1980
 FC1980                          SUPERSEDED SURVEY CONTROL
 FC1980
 FC1980  NAD 83(1995)-  35 59 04.42439(N)    085 48 37.26917(W) AD(       ) 3
 FC1980  NGVD 29 (09/17/90)  326.1    (m)         1070.     (f) GPS OBS        
 FC1980
 FC1980.Superseded values are not recommended for survey control.
 FC1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1980.See file dsdata.txt to determine how the superseded data were derived.
 FC1980
 FC1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0724482890(NAD 83)
 FC1980_MARKER: I = METAL ROD
 FC1980_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1980_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1980+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 FC1980
 FC1980  HISTORY     - Date     Condition        Report By
 FC1980  HISTORY     - 1987     MONUMENTED       NGS
 FC1980  HISTORY     - 19890905 GOOD
 FC1980  HISTORY     - 20060907 GOOD             INDIV
 FC1980
 FC1980                          STATION DESCRIPTION
 FC1980
 FC1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1980'1.85 MILES NORTH ALONG STATE HIGHWAY 56 FROM THE JUNCTION OF US
 FC1980'HIGHWAY .70 IN SMITHVILLE TO THE JUNCTION OF ALLENS CHAPEL ROAD,
 FC1980'THENCE 0.30 MILE NORTH ALONG ALLENS CHAPEL ROAD TO THE JUNCTION OF
 FC1980'BLACK TOP ROAD, THENCE 0.25 MILE EAST ALONG BLACK TOP ROAD TO THE
 FC1980'OFFICE OF THE SMITHVILLE MUNICIPAL AIRPORT, THENCE 0.10 MILE
 FC1980'NORTHWEST ALONG TAXIWAY TO THE JUNCTION OF RUNWAY, THENCE 0.20
 FC1980'MILE SOUTHWEST ALONG THE RUNWAY TO MARK ON LEFT, 0.1 MILE
 FC1980'SOUTHWEST AND ACROSS RUNWAY FROM THE WIND STOCK, AND ALSO NEAR
 FC1980'THE 5TH WHITE RUNLIGHT ON THE LEFT SIDE OF RUNWAY FROM THE WIND
 FC1980'THE ON THE LEFT SIDE OF RUNWAY, A 3-D MARK,
 FC1980'A STAINLESS STEEL ROD DRIVEN 4.0 FEET TO REFUSAL, 3 INCHES BELOW
 FC1980'GROUND,ENCASED IN A 2 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 FC1980'IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED SMITPORT AZ MK 1987
 FC1980'2 INCHES BELOW GROUND WITH A REBAR IN CONCRETE, 33.2 FEET SOUTHEAST
 FC1980'OF SOUTHEAST EDGE OF RUNWAY, 22.7 FEET SOUTHEAST OF A WHITE RUNLIGHT,
 FC1980'1.3 FEET NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.0 FOOT
 FC1980'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 FC1980
 FC1980                          STATION RECOVERY (1989)
 FC1980
 FC1980'RECOVERED 1989
 FC1980'RECOVERED IN GOOD CONDITION.
 FC1980
 FC1980                          STATION RECOVERY (2006)
 FC1980
 FC1980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1980'DESCRIPTION APPROXIMATELY 1192 FT.SOUTHWEST OF TAXIWAY AND 33 FT.
 FC1980'SOUTHEAST OF RUNWAY DUE TO AIRPORT RENOVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2219 ***********************************************************************
 FE2219  DESIGNATION -  SMOTHERS
 FE2219  PID         -  FE2219
 FE2219  STATE/COUNTY-  TN/BENTON
 FE2219  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE2219
 FE2219                         *CURRENT SURVEY CONTROL
 FE2219  ___________________________________________________________________
 FE2219* NAD 83(1995)-  35 57 25.15101(N)    088 11 52.03599(W)     ADJUSTED  
 FE2219* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 FE2219  ___________________________________________________________________
 FE2219  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FE2219  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FE2219
 FE2219  HORZ ORDER  -  SECOND
 FE2219
 FE2219.The horizontal coordinates were established by classical geodetic methods
 FE2219.and adjusted by the National Geodetic Survey in April 1999..
 FE2219
 FE2219.The orthometric height was scaled from a topographic map.
 FE2219
 FE2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2219
 FE2219.The geoid height was determined by GEOID03.
 FE2219
 FE2219;                    North         East     Units Scale Factor Converg.
 FE2219;SPC TN       -   182,368.963   401,758.235   MT  0.99995069   -1 17 12.0
 FE2219;SPC TN       -   598,322.17  1,318,101.81   sFT  0.99995069   -1 17 12.0
 FE2219;UTM  16      - 3,979,840.638   391,985.178   MT  0.99974376   -0 42 12.2
 FE2219
 FE2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2219!SPC TN       -   0.99997573  x   0.99995069  =   0.99992642
 FE2219!UTM  16      -   0.99997573  x   0.99974376  =   0.99971950
 FE2219
 FE2219|---------------------------------------------------------------------|
 FE2219| PID    Reference Object                     Distance      Geod. Az  |
 FE2219|                                                           dddmmss.s |
 FE2219| CG4300 SMOTHERS RM 1                        34.994 METERS 00441     |
 FE2219| CG4301 SMOTHERS RM 2                        30.017 METERS 27028     |
 FE2219| GD1477 BRUCETON MUNICIPAL TANK             APPROX. 9.5 KM 3334346.4 |
 FE2219| CG4299 SMOTHERS AZ MK                                     3481843.1 |
 FE2219|---------------------------------------------------------------------|
 FE2219
 FE2219                          SUPERSEDED SURVEY CONTROL
 FE2219
 FE2219  NAD 83(1995)-  35 57 25.15290(N)    088 11 52.04281(W) AD(       ) 2
 FE2219  NAD 83(1986)-  35 57 25.16099(N)    088 11 52.03654(W) AD(       ) 2
 FE2219  NAD 27      -  35 57 24.94000(N)    088 11 51.88500(W) AD(       ) 2
 FE2219
 FE2219.Superseded values are not recommended for survey control.
 FE2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2219.See file dsdata.txt to determine how the superseded data were derived.
 FE2219
 FE2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9198579841(NAD 83)
 FE2219_MARKER: DS = TRIANGULATION STATION DISK
 FE2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2219
 FE2219  HISTORY     - Date     Condition        Report By
 FE2219  HISTORY     - 1934     MONUMENTED       CGS
 FE2219  HISTORY     - 1959     GOOD             CGS
 FE2219  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE2219
 FE2219                          STATION DESCRIPTION
 FE2219
 FE2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2219'ABOUT 11 MILES SOUTHWEST OF CAMDEN, 6 MILES EAST OF BUENA VISTA, 5
 FE2219'MILES SOUTH OF BRUCETON, 1/2 MILE SOUTHEAST OF PLEASANT HILL
 FE2219'CHURCH, ON PROPERTY OF W. W. SMOTHERS, AT SMOTHERS CROSSROADS, 40
 FE2219'YARDS SOUTH-SOUTHWEST OF SMOTHERS HOUSE, 30 YARDS
 FE2219'SOUTH-SOUTHEAST OF ROAD FORKS, 12 YARDS SOUTHWEST OF CENTER LINE OF
 FE2219'LEFT FORK OF ROAD, AND 23 YARDS SOUTHEAST OF 18-INCH OAK TREE.
 FE2219'TO REACH FROM BRUCETON, GO WEST ABOUT 1/2 MILE ON U.S. ROUTE 70 AND
 FE2219'TURN LEFT (SOUTH) ONTO GRAVEL ROAD ABOUT 100 YARDS BEFORE
 FE2219'REACHING TOP OF GRADE, AND PROCEED 7.5 MILES PASSING PLEASANT HILL
 FE2219'AND FRIENDSHIP CHURCHES TO HOME OF MR. SMOTHERS AND STATION
 FE2219'SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FE2219'MARKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE2219'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS IN SMOTHERS
 FE2219'FRONT YARD, 30 YARDS WEST OF HOUSE, 11 YARDS EAST OF CENTER LINE OF
 FE2219'ROAD, AND 114.81 FEET FROM STATION N 4 DEG 41 MIN E. NO. 2
 FE2219'IS 8 YARDS SOUTHEAST OF CENTER LINE OF RIGHT FORK OF MAIN ROAD, 17
 FE2219'YARDS SOUTHWEST OF 18-INCH OAK TREE, AND 98.48 FEET FROM STATION
 FE2219'S 90 DEG 27 MIN W. AZIMUTH MARK IS ON MR. SMOTHERS PROPERTY
 FE2219'(NOW OCCUPIED BY HIS DAUGHTER, MRS. BUTLER), 16 YARDS NORTHWEST OF
 FE2219'NORTHWEST CORNER OF BUTLERS HOUSE, 6 YARDS EAST-SOUTHEAST
 FE2219'OF CENTER LINE OF MAIN ROAD LEADING TO STATION, AND 0.3 MILE BY ROAD
 FE2219'FROM STATION N 11 DEG 41 MIN W.
 FE2219
 FE2219                          STATION RECOVERY (1959)
 FE2219
 FE2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FE2219'THE STATION WAS RECOVERED. THE STATION AND REFERENCE MARKS WERE FOUND
 FE2219'IN GOOD CONDITION AS PREVIOUSLY DESCRIBED. THE AZIMUTH MARK WAS
 FE2219'FOUND DESTROYED. THE MARK WAS FOUND LYING IN DITCH NEAR ITS ORIGINAL
 FE2219'LOCATION. THE STATION IS ON PROPERTY OWNED BY MR. ARLIE
 FE2219'HOLLADAY.
 FE2219
 FE2219                          STATION RECOVERY (1972)
 FE2219
 FE2219'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2219'NOT FOUND.  BELIEVED DESTROYED BY WIDENING OF ROAD.  WOODS CLEARED
 FE2219'+ OR - 100 FT. ON SIDE WHERE STATION WAS LOCATED.  BANK WAS GRADED
 FE2219'AND GRAVEL STOCKPILED IN AREA BEFORE ROAD WAS BLACKTOPPED.
 FE2219'
 FE2219'SMOTHERS AZI NOT FOUND.
 FE2219'
 FE2219'REF. MK. NO. 1 - NOT FOUND BELIEVED DESTROYED.
 FE2219'
 FE2219'REF MK. NO. 2 - NOT FOUND BELIEVED DESTROYED SMOTHERS.
 FE2219'
 FE2219'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 11.0 MI. S.W. OF
 FE2219'CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0682 ***********************************************************************
 GC0682  DESIGNATION -  SMYRNA
 GC0682  PID         -  GC0682
 GC0682  STATE/COUNTY-  TN/WILLIAMSON
 GC0682  USGS QUAD   -  OAK HILL (1968)
 GC0682
 GC0682                         *CURRENT SURVEY CONTROL
 GC0682  ___________________________________________________________________
 GC0682* NAD 83(1995)-  36 01 15.66577(N)    086 47 05.33924(W)     ADJUSTED  
 GC0682* NAVD 88     -       225.668  (meters)     740.38   (feet)  ADJUSTED  
 GC0682  ___________________________________________________________________
 GC0682  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 GC0682  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC0682  DYNAMIC HT  -         225.471 (meters)     739.73  (feet)  COMP
 GC0682  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GC0682
 GC0682  HORZ ORDER  -  SECOND
 GC0682  VERT ORDER  -  SECOND    CLASS 0
 GC0682
 GC0682.The horizontal coordinates were established by classical geodetic methods
 GC0682.and adjusted by the National Geodetic Survey in April 1999..
 GC0682
 GC0682.The orthometric height was determined by differential leveling
 GC0682.and adjusted by the National Geodetic Survey in June 1991..
 GC0682
 GC0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0682
 GC0682.The geoid height was determined by GEOID03.
 GC0682
 GC0682.The dynamic height is computed by dividing the NAVD 88
 GC0682.geopotential number by the normal gravity value computed on the
 GC0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0682.degrees latitude (g = 980.6199 gals.).
 GC0682
 GC0682.The modeled gravity was interpolated from observed gravity values.
 GC0682
 GC0682;                    North         East     Units Scale Factor Converg.
 GC0682;SPC TN       -   187,531.139   529,260.869   MT  0.99995371   -0 27 34.1
 GC0682;SPC TN       -   615,258.41  1,736,416.70   sFT  0.99995371   -0 27 34.1
 GC0682;UTM  16      - 3,986,301.102   519,388.848   MT  0.99960463   +0 07 35.6
 GC0682
 GC0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0682!SPC TN       -   0.99996913  x   0.99995371  =   0.99992284
 GC0682!UTM  16      -   0.99996913  x   0.99960463  =   0.99957377
 GC0682
 GC0682|---------------------------------------------------------------------|
 GC0682| PID    Reference Object                     Distance      Geod. Az  |
 GC0682|                                                           dddmmss.s |
 GC0682| GC0680 SMYRNA RM 1                          48.689 METERS 12608     |
 GC0682| GC0681 SMYRNA RM 2                          31.196 METERS 18128     |
 GC0682| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 2.6 KM 1920525.8 |
 GC0682|---------------------------------------------------------------------|
 GC0682
 GC0682                          SUPERSEDED SURVEY CONTROL
 GC0682
 GC0682  NAD 83(1995)-  36 01 15.66861(N)    086 47 05.34070(W) AD(       ) 2
 GC0682  NAD 83(1995)-  36 01 15.66903(N)    086 47 05.34040(W) AD(       ) 2
 GC0682  NAD 83(1986)-  36 01 15.67633(N)    086 47 05.34202(W) AD(       ) 2
 GC0682  NAD 27      -  36 01 15.45610(N)    086 47 05.34180(W) AD(       ) 2
 GC0682  NGVD 29 (??/??/92)  225.674  (m)          740.40   (f) ADJ UNCH    2 0
 GC0682
 GC0682.Superseded values are not recommended for survey control.
 GC0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0682.See file dsdata.txt to determine how the superseded data were derived.
 GC0682
 GC0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1938986301(NAD 83)
 GC0682_MARKER: DE = TRAVERSE STATION DISK
 GC0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0682_STAMPING: SMYRNA 1960
 GC0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0682+STABILITY: SURFACE MOTION
 GC0682
 GC0682  HISTORY     - Date     Condition        Report By
 GC0682  HISTORY     - 1960     MONUMENTED       CGS
 GC0682  HISTORY     - 1960     GOOD             CGS
 GC0682
 GC0682                          STATION DESCRIPTION
 GC0682
 GC0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0682'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. JAMES O. TIPPENS, 8
 GC0682'MILES NORTHEAST OF FRANKLIN, 1 MILE SOUTH-SOUTHEAST OF BRENTWOOD AND
 GC0682'ON THE NORTH SIDE OF THE OLD SMYRNA ROAD.
 GC0682'
 GC0682'TO REACH THE STATION FROM THE BRENTWOOD POST OFFICE, GO SOUTH ON U.S.
 GC0682'HIGHWAY 31 FOR 1.05 MILES TO OLD SMYRNA ROAD LEFT, TURN LEFT, EAST,
 GC0682'FOR 0.65 MILE TO A RAILROAD CROSSING, CONTINUE EAST FOR 0.2 MILE TO A
 GC0682'BOARD GATE ON THE LEFT (JUST BEYOND THE TIPPENS RESIDENCE) AND
 GC0682'STATION SITE 104 FEET NORTH-NORTHWEST.
 GC0682'
 GC0682'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED SMYRNA 1960. THE
 GC0682'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH. IT
 GC0682'IS 104 FEET NORTH-NORTHWEST OF THE WEST GATE POST, 103 FEET
 GC0682'NORTH-NORTHEAST OF A FENCE CORNER POST AND 18 FEET EAST OF A
 GC0682'WITNESS SIGN AND FENCE.
 GC0682'
 GC0682'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0682'36 INCHES BELOW THE SURFACE AND IS STAMPED SMYRNA 1960.
 GC0682'
 GC0682'REFERENCE MARK NO.1 IS STAMPED SMYRNA NO 1 1960 AND IS SET FLUSH. IT
 GC0682'IS 42 FEET NORTH OF THE CENTER OF OLD SMYRNA ROAD, 25 FEET NORTH OF
 GC0682'A FENCE CORNER POST AND 2 FEET WEST OF A FENCE.
 GC0682'
 GC0682'REFERENCE MARK NO. 2 IS STAMPED SMYRNA NO 2 1960 AND IS SET FLUSH. IT
 GC0682'IS 27 FEET EAST OF A FENCE CORNER POST, 16 FEET NORTH OF THE
 GC0682'CENTER OF OLD SMYRNA ROAD, 4 FEET NORTHWEST OF THE WEST GATE POST AND
 GC0682'2 FEET NORTH OF A FENCE.
 GC0682'
 GC0682'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS NO SUITABLE
 GC0682'LOCATION COULD BE FOUND.
 GC0682'
 GC0682'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GC0682
 GC0682                          STATION RECOVERY (1960)
 GC0682
 GC0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0682'1.6 MI S FROM BRENTWOOD.
 GC0682'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0682'HIGHWAY 31, THEN 1.35 MILES SOUTH ON WILSON PIKE ROAD, THEN 0.15
 GC0682'MILE WEST ON OLD SMYRNA ROAD TO A BOARD GATE ON THE RIGHT
 GC0682'(JUST BEFORE REACHING THE TIPPENS RESIDENCE) AND THE STATION
 GC0682'SITE 104 FT. NORTH-NORTHWEST.  THE STATION MARK IS 104 FT.
 GC0682'NORTH-NORTHWEST OF THE GATE POST, 103 FT. NORTH-NORTHWEST OF A
 GC0682'FENCE CORNER POST AND 1.5 FT. EAST OF A WITNESS SIGN AND FENCE.
 GC0682'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0682'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1473 ***********************************************************************
 FD1473  DESIGNATION -  SMYRNA NORTHWEST MUNICIPAL TK
 FD1473  PID         -  FD1473
 FD1473  STATE/COUNTY-  TN/RUTHERFORD
 FD1473  USGS QUAD   -  SMYRNA (1998)
 FD1473
 FD1473                         *CURRENT SURVEY CONTROL
 FD1473  ___________________________________________________________________
 FD1473* NAD 83(1995)-  35 58 40.54147(N)    086 31 22.70563(W)     ADJUSTED  
 FD1473* NAVD 88     -                                                        
 FD1473  ___________________________________________________________________
 FD1473  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FD1473  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD1473
 FD1473  HORZ ORDER  -  THIRD
 FD1473
 FD1473.The horizontal coordinates were established by classical geodetic methods
 FD1473.and adjusted by the National Geodetic Survey in April 1999..
 FD1473
 FD1473
 FD1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1473
 FD1473.The geoid height was determined by GEOID03.
 FD1473
 FD1473;                    North         East     Units Scale Factor Converg.
 FD1473;SPC TN       -   182,592.513   552,836.129   MT  0.99995154   -0 18 22.2
 FD1473;SPC TN       -   599,055.60  1,813,763.20   sFT  0.99995154   -0 18 22.2
 FD1473;UTM  16      - 3,981,605.545   543,005.371   MT  0.99962279   +0 16 48.9
 FD1473
 FD1473                          SUPERSEDED SURVEY CONTROL
 FD1473
 FD1473  NAD 83(1995)-  35 58 40.54744(N)    086 31 22.70866(W) AD(       ) 4
 FD1473  NAD 83(1986)-  35 58 40.55282(N)    086 31 22.70718(W) AD(       ) 4
 FD1473  NAD 27      -  35 58 40.32600(N)    086 31 22.73100(W) AD(       ) 3
 FD1473
 FD1473.Superseded values are not recommended for survey control.
 FD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1473.See file dsdata.txt to determine how the superseded data were derived.
 FD1473
 FD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4300581606(NAD 83)
 FD1473_MARKER: 53 = ELEVATED TANK
 FD1473
 FD1473  HISTORY     - Date     Condition        Report By
 FD1473  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1473  HISTORY     - 1972     GOOD             NGS
 FD1473  HISTORY     - 1972     GOOD             NGS
 FD1473  HISTORY     - 1982     GOOD             NGS
 FD1473
 FD1473                          STATION DESCRIPTION
 FD1473
 FD1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1473'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1473'INTERNATIONAL
 FD1473'ORANGE AND WHITE CHECKERBOARD, WITH A DOMED ROOF AND
 FD1473'HAS A RED LIGHT AT THE TOP AND
 FD1473'CENTER.  THE OVER-ALL HEIGHT IS 150
 FD1473'FEET.  THE RED LIGHT AT THE TOP AND CENTER WAS
 FD1473'THE POINT INTERSECTED.
 FD1473'
 FD1473'IT IS LOCATED ON THE WEST SIDE OF THE Y INTERSECTION OF COLLEGE ST
 FD1473'AND DIVISION ST.
 FD1473
 FD1473                          STATION RECOVERY (1972)
 FD1473
 FD1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FD1473'THE STATION WAS RECOVERED AS DESCRIBED.
 FD1473'
 FD1473'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SMYRNA.
 FD1473
 FD1473                          STATION RECOVERY (1972)
 FD1473
 FD1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FD1473'RECOVERED IN GOOD CONDITION.
 FD1473
 FD1473                          STATION RECOVERY (1982)
 FD1473
 FD1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 FD1473'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FD1473'
 FD1473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SMYRNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0680 ***********************************************************************
 GC0680  DESIGNATION -  SMYRNA RM 1
 GC0680  PID         -  GC0680
 GC0680  STATE/COUNTY-  TN/WILLIAMSON
 GC0680  USGS QUAD   -  OAK HILL (1968)
 GC0680
 GC0680                         *CURRENT SURVEY CONTROL
 GC0680  ___________________________________________________________________
 GC0680* NAD 83(1986)-  36 01 15.     (N)    086 47 05.     (W)     SCALED    
 GC0680* NAVD 88     -       222.314  (meters)     729.38   (feet)  ADJUSTED  
 GC0680  ___________________________________________________________________
 GC0680  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC0680  DYNAMIC HT  -         222.120 (meters)     728.74  (feet)  COMP
 GC0680  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GC0680
 GC0680  VERT ORDER  -  SECOND    CLASS 0
 GC0680
 GC0680.The horizontal coordinates were scaled from a topographic map and have
 GC0680.an estimated accuracy of +/- 6 seconds.
 GC0680
 GC0680.The orthometric height was determined by differential leveling
 GC0680.and adjusted by the National Geodetic Survey in June 1991..
 GC0680
 GC0680.The geoid height was determined by GEOID03.
 GC0680
 GC0680.The dynamic height is computed by dividing the NAVD 88
 GC0680.geopotential number by the normal gravity value computed on the
 GC0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0680.degrees latitude (g = 980.6199 gals.).
 GC0680
 GC0680.The modeled gravity was interpolated from observed gravity values.
 GC0680
 GC0680;                    North         East    Units  Estimated Accuracy
 GC0680;SPC TN       -   187,510.      529,270.      MT  (+/- 180 meters Scaled)
 GC0680
 GC0680                          SUPERSEDED SURVEY CONTROL
 GC0680
 GC0680  NGVD 29 (??/??/92)  222.320  (m)          729.39   (f) ADJ UNCH    2 0
 GC0680
 GC0680.Superseded values are not recommended for survey control.
 GC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0680.See file dsdata.txt to determine how the superseded data were derived.
 GC0680
 GC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193862(NAD 83)
 GC0680_MARKER: DR = REFERENCE MARK DISK
 GC0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0680_STAMPING: SMYRNA NO 1 1960
 GC0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0680+STABILITY: SURFACE MOTION
 GC0680
 GC0680  HISTORY     - Date     Condition        Report By
 GC0680  HISTORY     - 1960     MONUMENTED       CGS
 GC0680
 GC0680                          STATION DESCRIPTION
 GC0680
 GC0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0680'1.6 MI S FROM BRENTWOOD.
 GC0680'THIS MARK IS LOCATED AT THE SMYRNA 1960 STATION SITE, 159 FT.
 GC0680'SOUTHEAST OF THE STATION MARK, 42 FT. NORTH OF OLD SMYRNA ROAD,
 GC0680'25 FT. NORTH OF A FENCE CORNER POST AND 2 FT. WEST OF A FENCE.
 GC0680'THE DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0680'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0681 ***********************************************************************
 GC0681  DESIGNATION -  SMYRNA RM 2
 GC0681  PID         -  GC0681
 GC0681  STATE/COUNTY-  TN/WILLIAMSON
 GC0681  USGS QUAD   -  OAK HILL (1968)
 GC0681
 GC0681                         *CURRENT SURVEY CONTROL
 GC0681  ___________________________________________________________________
 GC0681* NAD 83(1986)-  36 01 15.     (N)    086 47 05.     (W)     SCALED    
 GC0681* NAVD 88     -       224.216  (meters)     735.62   (feet)  ADJUSTED  
 GC0681  ___________________________________________________________________
 GC0681  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC0681  DYNAMIC HT  -         224.021 (meters)     734.98  (feet)  COMP
 GC0681  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GC0681
 GC0681  VERT ORDER  -  SECOND    CLASS 0
 GC0681
 GC0681.The horizontal coordinates were scaled from a topographic map and have
 GC0681.an estimated accuracy of +/- 6 seconds.
 GC0681
 GC0681.The orthometric height was determined by differential leveling
 GC0681.and adjusted by the National Geodetic Survey in June 1991..
 GC0681
 GC0681.The geoid height was determined by GEOID03.
 GC0681
 GC0681.The dynamic height is computed by dividing the NAVD 88
 GC0681.geopotential number by the normal gravity value computed on the
 GC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0681.degrees latitude (g = 980.6199 gals.).
 GC0681
 GC0681.The modeled gravity was interpolated from observed gravity values.
 GC0681
 GC0681;                    North         East    Units  Estimated Accuracy
 GC0681;SPC TN       -   187,510.      529,270.      MT  (+/- 180 meters Scaled)
 GC0681
 GC0681                          SUPERSEDED SURVEY CONTROL
 GC0681
 GC0681  NGVD 29 (??/??/92)  224.222  (m)          735.63   (f) ADJ UNCH    2 0
 GC0681
 GC0681.Superseded values are not recommended for survey control.
 GC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0681.See file dsdata.txt to determine how the superseded data were derived.
 GC0681
 GC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193862(NAD 83)
 GC0681_MARKER: DR = REFERENCE MARK DISK
 GC0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0681_STAMPING: SMYRNA NO 2 1960
 GC0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0681+STABILITY: SURFACE MOTION
 GC0681
 GC0681  HISTORY     - Date     Condition        Report By
 GC0681  HISTORY     - 1960     MONUMENTED       CGS
 GC0681
 GC0681                          STATION DESCRIPTION
 GC0681
 GC0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0681'1.6 MI S FROM BRENTWOOD.
 GC0681'THIS MARK IS LOCATED AT THE SMYRNA 1960 STATION SITE, 102 FT.
 GC0681'SOUTH OF THE STATION MARK, 27 FT. EAST OF A FENCE CORNER POST,
 GC0681'16 FT. NORTH OF THE CENTER OF OLD SMYRNA ROAD, 4 FT. NORTHWEST
 GC0681'OF THE WEST GATE POST AND 2 FT. NORTH OF A FENCE.  THE DISK IS
 GC0681'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1474 ***********************************************************************
 FD1474  DESIGNATION -  SMYRNA SOUTHEAST MUNICIPAL TK
 FD1474  PID         -  FD1474
 FD1474  STATE/COUNTY-  TN/RUTHERFORD
 FD1474  USGS QUAD   -  SMYRNA (1998)
 FD1474
 FD1474                         *CURRENT SURVEY CONTROL
 FD1474  ___________________________________________________________________
 FD1474* NAD 83(1995)-  35 58 21.50085(N)    086 30 56.38421(W)     ADJUSTED  
 FD1474* NAVD 88     -                                                        
 FD1474  ___________________________________________________________________
 FD1474  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FD1474  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD1474
 FD1474  HORZ ORDER  -  THIRD
 FD1474
 FD1474.The horizontal coordinates were established by classical geodetic methods
 FD1474.and adjusted by the National Geodetic Survey in April 1999..
 FD1474
 FD1474
 FD1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1474
 FD1474.The geoid height was determined by GEOID03.
 FD1474
 FD1474;                    North         East     Units Scale Factor Converg.
 FD1474;SPC TN       -   182,002.185   553,492.412   MT  0.99995132   -0 18 06.8
 FD1474;SPC TN       -   597,118.84  1,815,916.36   sFT  0.99995132   -0 18 06.8
 FD1474;UTM  16      - 3,981,022.155   543,667.443   MT  0.99962350   +0 17 04.2
 FD1474
 FD1474                          SUPERSEDED SURVEY CONTROL
 FD1474
 FD1474  NAD 83(1995)-  35 58 21.50671(N)    086 30 56.38716(W) AD(       ) 4
 FD1474  NAD 83(1986)-  35 58 21.51218(N)    086 30 56.38569(W) AD(       ) 4
 FD1474  NAD 27      -  35 58 21.28500(N)    086 30 56.41100(W) AD(       ) 3
 FD1474
 FD1474.Superseded values are not recommended for survey control.
 FD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1474.See file dsdata.txt to determine how the superseded data were derived.
 FD1474
 FD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4366781022(NAD 83)
 FD1474_MARKER: 53 = ELEVATED TANK
 FD1474
 FD1474  HISTORY     - Date     Condition        Report By
 FD1474  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1474  HISTORY     - 1972     GOOD             NGS
 FD1474  HISTORY     - 1982     GOOD             NGS
 FD1474
 FD1474                          STATION DESCRIPTION
 FD1474
 FD1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1474'IT IS A 5-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1474'INTERNATIONAL
 FD1474'ORANGE AND WHITE CHECKERBOARD, WITH A DOMED ROOF AND
 FD1474'HAS A RED LIGHT AT THE TOP AND
 FD1474'CENTER.  THE OVER-ALL HEIGHT IS 125
 FD1474'FEET.  THE RED LIGHT AT THE TOP AND CENTER WAS
 FD1474'THE POINT INTERSECTED.
 FD1474'
 FD1474'IT IS LOCATED ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF BELAIRE
 FD1474'DR AND AVONDALE DR.
 FD1474
 FD1474                          STATION RECOVERY (1972)
 FD1474
 FD1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FD1474'THE STATION WAS RECOVERED AS DESCRIBED.
 FD1474'
 FD1474'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SMYRNA.
 FD1474
 FD1474                          STATION RECOVERY (1982)
 FD1474
 FD1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 FD1474'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FD1474'
 FD1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SMYRNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1934 ***********************************************************************
 GA1934  DESIGNATION -  SN 171
 GA1934  PID         -  GA1934
 GA1934  STATE/COUNTY-  TN/JEFFERSON
 GA1934  USGS QUAD   -  WHITE PINE (1961)
 GA1934
 GA1934                         *CURRENT SURVEY CONTROL
 GA1934  ___________________________________________________________________
 GA1934* NAD 83(1986)-  36 06 58.     (N)    083 16 24.     (W)     SCALED    
 GA1934* NAVD 88     -       383.20   (+/-2cm)    1257.2    (feet)  VERTCON   
 GA1934  ___________________________________________________________________
 GA1934  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1934
 GA1934  VERT ORDER  -  ? (See Below)
 GA1934
 GA1934.The horizontal coordinates were scaled from a topographic map and have
 GA1934.an estimated accuracy of +/- 6 seconds.
 GA1934
 GA1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1934.The vertical order pertains to the NGVD 29 superseded value.
 GA1934
 GA1934.The geoid height was determined by GEOID03.
 GA1934
 GA1934;                    North         East    Units  Estimated Accuracy
 GA1934;SPC TN       -   201,220.      845,440.      MT  (+/- 180 meters Scaled)
 GA1934
 GA1934                          SUPERSEDED SURVEY CONTROL
 GA1934
 GA1934  NGVD 29 (??/??/92)  383.342  (m)         1257.68   (f) ADJ UNCH    ?  
 GA1934
 GA1934.Superseded values are not recommended for survey control.
 GA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1934.See file dsdata.txt to determine how the superseded data were derived.
 GA1934
 GA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV953992(NAD 83)
 GA1934_MARKER: DD = SURVEY DISK
 GA1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1934+STABILITY: SURFACE MOTION
 GA1934
 GA1934  HISTORY     - Date     Condition        Report By
 GA1934  HISTORY     - UNK      MONUMENTED       TVA
 GA1934  HISTORY     - 1937     GOOD             TVA
 GA1934
 GA1934                          STATION DESCRIPTION
 GA1934
 GA1934'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1934'0.7 MI NE FROM WHITE PINE.
 GA1934'0.7 MILE NORTHEAST ALONG THE OLD WHITE PINE-MORRISTOWN HIGHWAY FROM
 GA1934'WHITE PINE, 350 FEET NORTHEAST OF A T-ROAD INTERSECTION ON THE
 GA1934'PROPERTY OF W.L. FRANKLIN, 400 FEET SOUTHWEST OF A ONE-STORY
 GA1934'HOUSE, 400 FEET SOUTHWEST OF A BARN ON THE OPPOSITE SIDE OF THE
 GA1934'ROAD, 300 FEET NORTHEAST OF ANOTHER ONE-STORY HOUSE, 35 FEET
 GA1934'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST
 GA1934'OF A FENCE CORNER, 12.6 FEET WEST OF A 12-INCH POST OAK TREE,
 GA1934'8.2 FEET SOUTHEAST OF A 10-INCH WALNUT TREE NEAR THE FENCE CORNER,
 GA1934'7 FEET EAST OF A FENCE LINE, AND IN THE WEST CORNER OF A PASTURE
 GA1934'WITH SCATTERED OAK TREES.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1934'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1935 ***********************************************************************
 GA1935  DESIGNATION -  SN 172
 GA1935  PID         -  GA1935
 GA1935  STATE/COUNTY-  TN/JEFFERSON
 GA1935  USGS QUAD   -  WHITE PINE (1961)
 GA1935
 GA1935                         *CURRENT SURVEY CONTROL
 GA1935  ___________________________________________________________________
 GA1935* NAD 83(1986)-  36 07 24.     (N)    083 15 49.     (W)     SCALED    
 GA1935* NAVD 88     -       360.94   (+/-2cm)    1184.2    (feet)  VERTCON   
 GA1935  ___________________________________________________________________
 GA1935  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1935
 GA1935  VERT ORDER  -  ? (See Below)
 GA1935
 GA1935.The horizontal coordinates were scaled from a topographic map and have
 GA1935.an estimated accuracy of +/- 6 seconds.
 GA1935
 GA1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1935.The vertical order pertains to the NGVD 29 superseded value.
 GA1935
 GA1935.The geoid height was determined by GEOID03.
 GA1935
 GA1935;                    North         East    Units  Estimated Accuracy
 GA1935;SPC TN       -   202,040.      846,300.      MT  (+/- 180 meters Scaled)
 GA1935
 GA1935                          SUPERSEDED SURVEY CONTROL
 GA1935
 GA1935  NGVD 29 (??/??/92)  361.080  (m)         1184.64   (f) ADJ UNCH    ?  
 GA1935
 GA1935.Superseded values are not recommended for survey control.
 GA1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1935.See file dsdata.txt to determine how the superseded data were derived.
 GA1935
 GA1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA962000(NAD 83)
 GA1935_MARKER: DD = SURVEY DISK
 GA1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1935+STABILITY: SURFACE MOTION
 GA1935
 GA1935  HISTORY     - Date     Condition        Report By
 GA1935  HISTORY     - UNK      MONUMENTED       TVA
 GA1935  HISTORY     - 1937     GOOD             TVA
 GA1935
 GA1935                          STATION DESCRIPTION
 GA1935
 GA1935'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1935'1.5 MI NE FROM WHITE PINE.
 GA1935'1.5 MILES NORTHEAST ALONG THE OLD WHITE PINE-MORRISTOWN HIGHWAY
 GA1935'FROM WHITE PINE, ON THE JEFFERSON-HAMBLEN COUNTY LINE, ON THE
 GA1935'PROPERTY OF H.S. WILLIAMS, 100 FEET NORTHEAST OF THE TWO STORY
 GA1935'RESIDENCE, 42.3 FEET NORTHEAST OF AN 8-INCH MAPLE TREE IN THE
 GA1935'EAST CORNER OF THE LAWN IN FRONT OF THE HOUSE, 6.7 FEET NORTH
 GA1935'OF THE WEST CORNER OF THE GARAGE, 50 FEET NORTH OF THE JUNCTION
 GA1935'OF A T-ROAD LEADING SOUTHEAST AND A DRIVEWAY LEADING NORTHWEST,
 GA1935'45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 GA1935'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 38.5 FEET NORTH OF
 GA1935'THE EAST CORNER OF A CONCRETE-BLOCK RETAINING WALL, AND 1 FOOT
 GA1935'SOUTHWEST OF THE FENCE LINE.  A TENNESSEE VALLEY AUTHORITY
 GA1935'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1936 ***********************************************************************
 GA1936  DESIGNATION -  SN 173
 GA1936  PID         -  GA1936
 GA1936  STATE/COUNTY-  TN/JEFFERSON
 GA1936  USGS QUAD   -  RANKIN (1980)
 GA1936
 GA1936                         *CURRENT SURVEY CONTROL
 GA1936  ___________________________________________________________________
 GA1936* NAD 83(1986)-  36 07 24.     (N)    083 14 53.     (W)     SCALED    
 GA1936* NAVD 88     -       311.13   (+/-2cm)    1020.8    (feet)  VERTCON   
 GA1936  ___________________________________________________________________
 GA1936  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1936
 GA1936  VERT ORDER  -  ? (See Below)
 GA1936
 GA1936.The horizontal coordinates were scaled from a topographic map and have
 GA1936.an estimated accuracy of +/- 6 seconds.
 GA1936
 GA1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1936.The vertical order pertains to the NGVD 29 superseded value.
 GA1936
 GA1936.The geoid height was determined by GEOID03.
 GA1936
 GA1936;                    North         East    Units  Estimated Accuracy
 GA1936;SPC TN       -   202,080.      847,700.      MT  (+/- 180 meters Scaled)
 GA1936
 GA1936                          SUPERSEDED SURVEY CONTROL
 GA1936
 GA1936  NGVD 29 (??/??/92)  311.274  (m)         1021.24   (f) ADJ UNCH    ?  
 GA1936
 GA1936.Superseded values are not recommended for survey control.
 GA1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1936.See file dsdata.txt to determine how the superseded data were derived.
 GA1936
 GA1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV976999(NAD 83)
 GA1936_MARKER: DD = SURVEY DISK
 GA1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1936+STABILITY: SURFACE MOTION
 GA1936
 GA1936  HISTORY     - Date     Condition        Report By
 GA1936  HISTORY     - UNK      MONUMENTED       TVA
 GA1936  HISTORY     - 1937     GOOD             TVA
 GA1936
 GA1936                          STATION DESCRIPTION
 GA1936
 GA1936'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1936'2.8 MI NE FROM WHITE PINE.
 GA1936'IN HAMBLEN COUNTY, 2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 GA1936'FROM WHITE PINE, ON THE RIGHT BANK OF NOLICHUCKY RIVER, 375
 GA1936'FEET WEST OF LEEPERS FERRY, 200 FEET EAST OF A BRANCH, 170 FEET
 GA1936'SOUTHEAST OF A ONE-STORY HOUSE, AT THE CROSSING OF THE LEEPERS
 GA1936'FERRY ROAD, 25 FEET WEST OF THE CENTERLINE OF THE TRACK, 20 FEET
 GA1936'SOUTH OF THE CENTERLINE OF THE ROAD, 27.4 FEET NORTHEAST OF A
 GA1936'POWER-TRANSMISSION LINE POLE, 7 FEET SOUTHWEST OF THE SOUTH
 GA1936'END OF THE HEADWALL OF A CULVERT, 4.5 FEET SOUTHWEST OF A
 GA1936'RAILROAD-CROSSING SIGN, AND 3.6 FEET SOUTH OF A FENCE CORNER.
 GA1936'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF
 GA1936'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1937 ***********************************************************************
 GA1937  DESIGNATION -  SN 174
 GA1937  PID         -  GA1937
 GA1937  STATE/COUNTY-  TN/HAMBLEN
 GA1937  USGS QUAD   -  SPRINGVALE (1980)
 GA1937
 GA1937                         *CURRENT SURVEY CONTROL
 GA1937  ___________________________________________________________________
 GA1937* NAD 83(1986)-  36 07 49.     (N)    083 14 11.     (W)     SCALED    
 GA1937* NAVD 88     -       312.72   (+/-2cm)    1026.0    (feet)  VERTCON   
 GA1937  ___________________________________________________________________
 GA1937  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA1937
 GA1937  VERT ORDER  -  ? (See Below)
 GA1937
 GA1937.The horizontal coordinates were scaled from a topographic map and have
 GA1937.an estimated accuracy of +/- 6 seconds.
 GA1937
 GA1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1937.The vertical order pertains to the NGVD 29 superseded value.
 GA1937
 GA1937.The geoid height was determined by GEOID03.
 GA1937
 GA1937;                    North         East    Units  Estimated Accuracy
 GA1937;SPC TN       -   202,880.      848,720.      MT  (+/- 180 meters Scaled)
 GA1937
 GA1937                          SUPERSEDED SURVEY CONTROL
 GA1937
 GA1937  NGVD 29 (??/??/92)  312.864  (m)         1026.45   (f) ADJ UNCH    ?  
 GA1937
 GA1937.Superseded values are not recommended for survey control.
 GA1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1937.See file dsdata.txt to determine how the superseded data were derived.
 GA1937
 GA1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA987007(NAD 83)
 GA1937_MARKER: DD = SURVEY DISK
 GA1937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1937_SP_SET: UNDERPASS
 GA1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1937
 GA1937  HISTORY     - Date     Condition        Report By
 GA1937  HISTORY     - UNK      MONUMENTED       TVA
 GA1937  HISTORY     - 1937     GOOD             TVA
 GA1937
 GA1937                          STATION DESCRIPTION
 GA1937
 GA1937'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1937'3.7 MI NE FROM WHITE PINE.
 GA1937'IN HAMBLEN COUNTY, 3.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 GA1937'FROM WHITE PINE, JEFFERSON COUNTY, 550 FEET SOUTHWEST OF LONG
 GA1937'CREEK, 380 FEET SOUTH OF A ONE-STORY HOUSE, 300 FEET SOUTHWEST
 GA1937'OF A BARN, 163.8 FEET SOUTH OF A GATEPOST, 150 FEET SOUTHEAST
 GA1937'OF A ROAD INTERSECTION, 77 FEET EAST OF A POLE, AT A FARM-ROAD
 GA1937'UNDERPASS, IN THE TOP OF THE NORTHEAST END OF THE WEST CONCRETE
 GA1937'HEADWALL, AND 7 FEET NORTHWEST OF THE NORTHWEST RAIL.  A
 GA1937'TENNESSEE VALLEY AUTHORITY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1938 ***********************************************************************
 GA1938  DESIGNATION -  SN 175
 GA1938  PID         -  GA1938
 GA1938  STATE/COUNTY-  TN/HAMBLEN
 GA1938  USGS QUAD   -  SPRINGVALE (1980)
 GA1938
 GA1938                         *CURRENT SURVEY CONTROL
 GA1938  ___________________________________________________________________
 GA1938* NAD 83(1986)-  36 08 02.     (N)    083 13 44.     (W)     SCALED    
 GA1938* NAVD 88     -       320.72   (+/-2cm)    1052.2    (feet)  VERTCON   
 GA1938  ___________________________________________________________________
 GA1938  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1938
 GA1938  VERT ORDER  -  ? (See Below)
 GA1938
 GA1938.The horizontal coordinates were scaled from a topographic map and have
 GA1938.an estimated accuracy of +/- 6 seconds.
 GA1938
 GA1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1938.The vertical order pertains to the NGVD 29 superseded value.
 GA1938
 GA1938.The geoid height was determined by GEOID03.
 GA1938
 GA1938;                    North         East    Units  Estimated Accuracy
 GA1938;SPC TN       -   203,300.      849,390.      MT  (+/- 180 meters Scaled)
 GA1938
 GA1938                          SUPERSEDED SURVEY CONTROL
 GA1938
 GA1938  NGVD 29 (??/??/92)  320.861  (m)         1052.69   (f) ADJ UNCH    ?  
 GA1938
 GA1938.Superseded values are not recommended for survey control.
 GA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1938.See file dsdata.txt to determine how the superseded data were derived.
 GA1938
 GA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA994011(NAD 83)
 GA1938_MARKER: DD = SURVEY DISK
 GA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1938+STABILITY: SURFACE MOTION
 GA1938
 GA1938  HISTORY     - Date     Condition        Report By
 GA1938  HISTORY     - UNK      MONUMENTED       TVA
 GA1938  HISTORY     - 1937     GOOD             TVA
 GA1938
 GA1938                          STATION DESCRIPTION
 GA1938
 GA1938'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1938'4.2 MI NE FROM WHITE PINE.
 GA1938'IN HAMBLEN COUNTY, 4.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 GA1938'FROM WHITE PINE, JEFFERSON COUNTY, 400 FEET SOUTHWEST OF A
 GA1938'TWO-STORY HOUSE, 300 FEET NORTHEAST OF A BARN 225 FEET SOUTHEAST
 GA1938'OF A ONE-STORY HOUSE, 250 FEET NORTHEAST OF THE SOUTHWEST END
 GA1938'OF A RAILROAD CURVE, 82.8 FEET EAST OF A POLE WITH A GUY WIRE,
 GA1938'AT A ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 GA1938'15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 35 FEET
 GA1938'NORTHEAST OF THE NORTHEAST END OF A CULVERT UNDER THE ROAD, AND IN
 GA1938'A RAILROAD CUT.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1938'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1939 ***********************************************************************
 GA1939  DESIGNATION -  SN 176
 GA1939  PID         -  GA1939
 GA1939  STATE/COUNTY-  TN/HAMBLEN
 GA1939  USGS QUAD   -  SPRINGVALE (1980)
 GA1939
 GA1939                         *CURRENT SURVEY CONTROL
 GA1939  ___________________________________________________________________
 GA1939* NAD 83(1986)-  36 08 59.     (N)    083 13 37.     (W)     SCALED    
 GA1939* NAVD 88     -       315.39   (+/-2cm)    1034.7    (feet)  VERTCON   
 GA1939  ___________________________________________________________________
 GA1939  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA1939
 GA1939  VERT ORDER  -  ? (See Below)
 GA1939
 GA1939.The horizontal coordinates were scaled from a topographic map and have
 GA1939.an estimated accuracy of +/- 6 seconds.
 GA1939
 GA1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1939.The vertical order pertains to the NGVD 29 superseded value.
 GA1939
 GA1939.The geoid height was determined by GEOID03.
 GA1939
 GA1939;                    North         East    Units  Estimated Accuracy
 GA1939;SPC TN       -   205,060.      849,510.      MT  (+/- 180 meters Scaled)
 GA1939
 GA1939                          SUPERSEDED SURVEY CONTROL
 GA1939
 GA1939  NGVD 29 (??/??/92)  315.526  (m)         1035.19   (f) ADJ UNCH    ?  
 GA1939
 GA1939.Superseded values are not recommended for survey control.
 GA1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1939.See file dsdata.txt to determine how the superseded data were derived.
 GA1939
 GA1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA996028(NAD 83)
 GA1939_MARKER: DD = SURVEY DISK
 GA1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1939+STABILITY: SURFACE MOTION
 GA1939
 GA1939  HISTORY     - Date     Condition        Report By
 GA1939  HISTORY     - UNK      MONUMENTED       TVA
 GA1939  HISTORY     - 1937     GOOD             TVA
 GA1939
 GA1939                          STATION DESCRIPTION
 GA1939
 GA1939'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1939'5.4 MI NE FROM WHITE PINE.
 GA1939'IN HAMBLEN COUNTY, 5.4 MILES NORTHEAST ALONG THE SOUTHERN
 GA1939'RAILWAY FROM WHITE PINE, JEFFERSON COUNTY, 8 MILES (AIR LINE)
 GA1939'SOUTHEAST OF MORRISTOWN, 825 FEET SOUTH OF A 3- BY 5-FOOT CONCRETE
 GA1939'CULVERY UNDER THE TRACK, 800 FEET NORTH OF A ROCK CUT ON THE
 GA1939'WEST SIDE OF THE TRACK, 350 FEET NORTHWEST OF THE RIGHT BANK OF
 GA1939'NOLICHUCKY RIVER AT INMAN BEND, 325 FEET SOUTH OF A ROCK CUT ON
 GA1939'THE WEST SIDE OF THE TRACK, 42.1 FEET EAST OF A POLE, 6 FEET
 GA1939'WEST OF THE WEST RAIL OF THE TRACK, AND 3.1 FEET EAST OF MILEPOST
 GA1939'12.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP
 GA1939'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1940 ***********************************************************************
 GA1940  DESIGNATION -  SN 177
 GA1940  PID         -  GA1940
 GA1940  STATE/COUNTY-  TN/HAMBLEN
 GA1940  USGS QUAD   -  SPRINGVALE (1980)
 GA1940
 GA1940                         *CURRENT SURVEY CONTROL
 GA1940  ___________________________________________________________________
 GA1940* NAD 83(1986)-  36 09 23.     (N)    083 13 18.     (W)     SCALED    
 GA1940* NAVD 88     -       311.96   (+/-2cm)    1023.5    (feet)  VERTCON   
 GA1940  ___________________________________________________________________
 GA1940  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1940
 GA1940  VERT ORDER  -  ? (See Below)
 GA1940
 GA1940.The horizontal coordinates were scaled from a topographic map and have
 GA1940.an estimated accuracy of +/- 6 seconds.
 GA1940
 GA1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1940.The vertical order pertains to the NGVD 29 superseded value.
 GA1940
 GA1940.The geoid height was determined by GEOID03.
 GA1940
 GA1940;                    North         East    Units  Estimated Accuracy
 GA1940;SPC TN       -   205,820.      849,970.      MT  (+/- 180 meters Scaled)
 GA1940
 GA1940                          SUPERSEDED SURVEY CONTROL
 GA1940
 GA1940  NGVD 29 (??/??/92)  312.100  (m)         1023.95   (f) ADJ UNCH    ?  
 GA1940
 GA1940.Superseded values are not recommended for survey control.
 GA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1940.See file dsdata.txt to determine how the superseded data were derived.
 GA1940
 GA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA001035(NAD 83)
 GA1940_MARKER: DD = SURVEY DISK
 GA1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1940+STABILITY: SURFACE MOTION
 GA1940
 GA1940  HISTORY     - Date     Condition        Report By
 GA1940  HISTORY     - UNK      MONUMENTED       TVA
 GA1940  HISTORY     - 1937     GOOD             TVA
 GA1940
 GA1940                          STATION DESCRIPTION
 GA1940
 GA1940'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1940'5.9 MI NE FROM WHITE PINE.
 GA1940'IN HAMBLEN COUNTY, 5.9 MILES NORTHEAST ALONG THE SOUTHERN
 GA1940'RAILWAY FROM WHITE PINE, JEFFERSON COUNTY, 7 MILES (AIR LINE)
 GA1940'SOUTHEAST OF MORRISTOWN, 475 FEET SOUTH OF A TWO-STORY HOUSE,
 GA1940'250 FEET SOUTHEAST OF A LARGE TIN-ROOFED BARN, 48.2 FEET EAST
 GA1940'OF A POLE, AT A FARM-ROAD CROSSING, 25 FEET NORTH OF THE CENTER
 GA1940'OF THE CROSSING 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1940'TRACK, AND 3 FEET NORTHEAST OF A 4- BY 4-FOOT CONCRETE CULVERT
 GA1940'UNDER THE TRACK.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1940'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1942 ***********************************************************************
 GA1942  DESIGNATION -  SN 178
 GA1942  PID         -  GA1942
 GA1942  STATE/COUNTY-  TN/HAMBLEN
 GA1942  USGS QUAD   -  SPRINGVALE (1980)
 GA1942
 GA1942                         *CURRENT SURVEY CONTROL
 GA1942  ___________________________________________________________________
 GA1942* NAD 83(1986)-  36 09 28.     (N)    083 12 29.     (W)     SCALED    
 GA1942* NAVD 88     -       320.03   (+/-2cm)    1050.0    (feet)  VERTCON   
 GA1942  ___________________________________________________________________
 GA1942  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1942
 GA1942  VERT ORDER  -  ? (See Below)
 GA1942
 GA1942.The horizontal coordinates were scaled from a topographic map and have
 GA1942.an estimated accuracy of +/- 6 seconds.
 GA1942
 GA1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1942.The vertical order pertains to the NGVD 29 superseded value.
 GA1942
 GA1942.The geoid height was determined by GEOID03.
 GA1942
 GA1942;                    North         East    Units  Estimated Accuracy
 GA1942;SPC TN       -   206,010.      851,190.      MT  (+/- 180 meters Scaled)
 GA1942
 GA1942                          SUPERSEDED SURVEY CONTROL
 GA1942
 GA1942  NGVD 29 (??/??/92)  320.173  (m)         1050.43   (f) ADJ UNCH    ?  
 GA1942
 GA1942.Superseded values are not recommended for survey control.
 GA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1942.See file dsdata.txt to determine how the superseded data were derived.
 GA1942
 GA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA013037(NAD 83)
 GA1942_MARKER: DD = SURVEY DISK
 GA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1942+STABILITY: SURFACE MOTION
 GA1942
 GA1942  HISTORY     - Date     Condition        Report By
 GA1942  HISTORY     - UNK      MONUMENTED       TVA
 GA1942  HISTORY     - 1937     GOOD             TVA
 GA1942
 GA1942                          STATION DESCRIPTION
 GA1942
 GA1942'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1942'6.6 MI NE FROM WHITE PINE.
 GA1942'IN HAMBLEN COUNTY, 6.6 MILES NORTHEAST ALONG THE SOUTHERN
 GA1942'RAILWAY FROM WHITE PINE, JEFFERSON COUNTY, 7.3 MILES SOUTHEAST
 GA1942'ALONG OLD U.S. HIGHWAY 25 E FROM MORRISTOWN, 350 FEET SOUTHEAST
 GA1942'OF THE LOWLAND SCHOOL, 175 FEET SOUTH OF A ROAD INTERSECTION,
 GA1942'125 FEET SOUTH OF AN OLD STOREHOUSE, 44 FEET NORTHWEST OF THE
 GA1942'NORTHWEST CORNER OF A ONE-STORY HOUSE (A RAILROAD HOUSE), 30
 GA1942'FEET NORTH OF ANOTHER ONE-STORY HOUSE, AT THE HIGHWAY CROSSING,
 GA1942'50 FEET EAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 25 E, AND
 GA1942'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A TENNESSEE
 GA1942'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GA1942'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1943 ***********************************************************************
 GA1943  DESIGNATION -  SN 179
 GA1943  PID         -  GA1943
 GA1943  STATE/COUNTY-  TN/HAMBLEN
 GA1943  USGS QUAD   -  SPRINGVALE (1980)
 GA1943
 GA1943                         *CURRENT SURVEY CONTROL
 GA1943  ___________________________________________________________________
 GA1943* NAD 83(1986)-  36 09 38.     (N)    083 12 07.     (W)     SCALED    
 GA1943* NAVD 88     -       325.136  (meters)    1066.72   (feet)  ADJUSTED  
 GA1943  ___________________________________________________________________
 GA1943  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1943  DYNAMIC HT  -         324.835 (meters)    1065.73  (feet)  COMP
 GA1943  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA1943
 GA1943  VERT ORDER  -  SECOND    CLASS 0
 GA1943
 GA1943.The horizontal coordinates were scaled from a topographic map and have
 GA1943.an estimated accuracy of +/- 6 seconds.
 GA1943
 GA1943.The orthometric height was determined by differential leveling
 GA1943.and adjusted by the National Geodetic Survey in June 1991..
 GA1943
 GA1943.The geoid height was determined by GEOID03.
 GA1943
 GA1943.The dynamic height is computed by dividing the NAVD 88
 GA1943.geopotential number by the normal gravity value computed on the
 GA1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1943.degrees latitude (g = 980.6199 gals.).
 GA1943
 GA1943.The modeled gravity was interpolated from observed gravity values.
 GA1943
 GA1943;                    North         East    Units  Estimated Accuracy
 GA1943;SPC TN       -   206,330.      851,730.      MT  (+/- 180 meters Scaled)
 GA1943
 GA1943                          SUPERSEDED SURVEY CONTROL
 GA1943
 GA1943  NGVD 29 (??/??/92)  325.266  (m)         1067.14   (f) ADJ UNCH    2 0
 GA1943
 GA1943.Superseded values are not recommended for survey control.
 GA1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1943.See file dsdata.txt to determine how the superseded data were derived.
 GA1943
 GA1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA019040(NAD 83)
 GA1943_MARKER: DD = SURVEY DISK
 GA1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1943_STAMPING: SN 179
 GA1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1943+STABILITY: SURFACE MOTION
 GA1943
 GA1943  HISTORY     - Date     Condition        Report By
 GA1943  HISTORY     - UNK      MONUMENTED       TVA
 GA1943  HISTORY     - 1961     GOOD             NGS
 GA1943
 GA1943                          STATION DESCRIPTION
 GA1943
 GA1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1943'AT LOWLAND.
 GA1943'THIS MARK IS LOCATED AT THE SOUTHERN RAILWAY DEPOT IN LOWLAND,
 GA1943'(ABOUT 7 MILES SOUTHEAST OF MORRISTOWN), 95 FT. NORTH OF THE
 GA1943'NORTH RAIL OF MAIN TRACK, 72 FT. EAST OF THE CENTER OF A GRAVELED
 GA1943'ROAD, 55 FT. WEST OF A POWER LINE POLE WITH GUY WIRE, 36.2 FT.
 GA1943'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND UNDER A BUSH
 GA1943'IN THE YARD.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1943'5 INCHES AND IS ABOUT 5 FT. BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1944 ***********************************************************************
 GA1944  DESIGNATION -  SN 180
 GA1944  PID         -  GA1944
 GA1944  STATE/COUNTY-  TN/HAMBLEN
 GA1944  USGS QUAD   -  SPRINGVALE (1980)
 GA1944
 GA1944                         *CURRENT SURVEY CONTROL
 GA1944  ___________________________________________________________________
 GA1944* NAD 83(1986)-  36 10 10.     (N)    083 11 39.     (W)     SCALED    
 GA1944* NAVD 88     -       325.14   (+/-2cm)    1066.7    (feet)  VERTCON   
 GA1944  ___________________________________________________________________
 GA1944  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1944
 GA1944  VERT ORDER  -  ? (See Below)
 GA1944
 GA1944.The horizontal coordinates were scaled from a topographic map and have
 GA1944.an estimated accuracy of +/- 6 seconds.
 GA1944
 GA1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1944.The vertical order pertains to the NGVD 29 superseded value.
 GA1944
 GA1944.The geoid height was determined by GEOID03.
 GA1944
 GA1944;                    North         East    Units  Estimated Accuracy
 GA1944;SPC TN       -   207,340.      852,400.      MT  (+/- 180 meters Scaled)
 GA1944
 GA1944                          SUPERSEDED SURVEY CONTROL
 GA1944
 GA1944  NGVD 29 (??/??/92)  325.283  (m)         1067.20   (f) ADJ UNCH    ?  
 GA1944
 GA1944.Superseded values are not recommended for survey control.
 GA1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1944.See file dsdata.txt to determine how the superseded data were derived.
 GA1944
 GA1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA026049(NAD 83)
 GA1944_MARKER: DD = SURVEY DISK
 GA1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1944_STAMPING: SN 180
 GA1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1944+STABILITY: SURFACE MOTION
 GA1944
 GA1944  HISTORY     - Date     Condition        Report By
 GA1944  HISTORY     - UNK      MONUMENTED       TVA
 GA1944  HISTORY     - 1961     MARK NOT FOUND   NGS
 GA1944
 GA1944                          STATION DESCRIPTION
 GA1944
 GA1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1944'0.8 MI NE FROM LOWLAND.
 GA1944'IN HAMBLEN COUNTY, 7.8 MILES NORTHEAST ALONG THE SOUTHERN
 GA1944'RAILWAY FROM WHITE PINE, JEFFERSON COUNTY, 9 MILES SOUTHEAST
 GA1944'OF MORRISTOWN, 800 FEET SOUTH OF THE SUSONG SIDING SIGN, 500
 GA1944'FEET SOUTHWEST OF A BARN, 350 FEET SOUTHEAST OF A TWO-STORY
 GA1944'FRAME HOUSE, 125 FEET SOUTHWEST OF A ROAD INTERSECTION, 115
 GA1944'FEET WEST OF SPRINGVALE ROAD, 50 FEET SOUTHEAST OF THE CENTERLINE
 GA1944'OF THE TRACK, 28.4 FEET SOUTHWEST OF THE STEEL POST (WITH A BRACE)
 GA1944'AT THE END OF A FENCE, AND 10 FEET NORTHWEST OF A FENCE LINE
 GA1944'INTERSECTION.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET
 GA1944'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1945 ***********************************************************************
 GA1945  DESIGNATION -  SN 181
 GA1945  PID         -  GA1945
 GA1945  STATE/COUNTY-  TN/HAMBLEN
 GA1945  USGS QUAD   -  SPRINGVALE (1980)
 GA1945
 GA1945                         *CURRENT SURVEY CONTROL
 GA1945  ___________________________________________________________________
 GA1945* NAD 83(1986)-  36 10 40.     (N)    083 11 17.     (W)     SCALED    
 GA1945* NAVD 88     -       322.445  (meters)    1057.89   (feet)  ADJUSTED  
 GA1945  ___________________________________________________________________
 GA1945  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1945  DYNAMIC HT  -         322.149 (meters)    1056.92  (feet)  COMP
 GA1945  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 GA1945
 GA1945  VERT ORDER  -  SECOND    CLASS 0
 GA1945
 GA1945.The horizontal coordinates were scaled from a topographic map and have
 GA1945.an estimated accuracy of +/- 6 seconds.
 GA1945
 GA1945.The orthometric height was determined by differential leveling
 GA1945.and adjusted by the National Geodetic Survey in June 1991..
 GA1945
 GA1945.The geoid height was determined by GEOID03.
 GA1945
 GA1945.The dynamic height is computed by dividing the NAVD 88
 GA1945.geopotential number by the normal gravity value computed on the
 GA1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1945.degrees latitude (g = 980.6199 gals.).
 GA1945
 GA1945.The modeled gravity was interpolated from observed gravity values.
 GA1945
 GA1945;                    North         East    Units  Estimated Accuracy
 GA1945;SPC TN       -   208,280.      852,920.      MT  (+/- 180 meters Scaled)
 GA1945
 GA1945                          SUPERSEDED SURVEY CONTROL
 GA1945
 GA1945  NGVD 29 (??/??/92)  322.579  (m)         1058.33   (f) ADJ UNCH    2 0
 GA1945
 GA1945.Superseded values are not recommended for survey control.
 GA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1945.See file dsdata.txt to determine how the superseded data were derived.
 GA1945
 GA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA032058(NAD 83)
 GA1945_MARKER: DD = SURVEY DISK
 GA1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1945_STAMPING: SN 181
 GA1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1945+STABILITY: SURFACE MOTION
 GA1945
 GA1945  HISTORY     - Date     Condition        Report By
 GA1945  HISTORY     - UNK      MONUMENTED       TVA
 GA1945  HISTORY     - 1961     GOOD             NGS
 GA1945
 GA1945                          STATION DESCRIPTION
 GA1945
 GA1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1945'1.4 MI NE FROM LOWLAND.
 GA1945'IN HAMBLEN COUNTY, 8.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 GA1945'FROM WHITE PINE, JEFFERSON COUNTY, 9.5 MILES SOUTHEAST OF
 GA1945'MORRISTOWN, 200 FEET SOUTHWEST OF THE BRIDGE OVER TURKEY CREEK,
 GA1945'200 FEET NORTH OF A TWO-STORY FRAME HOUSE, 125.7 FEET NORTH
 GA1945'OF A 48-INCH MAPLE TREE IN FRONT OF THE HOUSE, AT THE CROSSING
 GA1945'OF SPRINGVALE ROAD, 45 FEET NORTHEAST OF THE ROAD, 25 FEET
 GA1945'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ON THE TOP OF A
 GA1945'3-FOOT BANK.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1945'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1946 ***********************************************************************
 GA1946  DESIGNATION -  SN 182
 GA1946  PID         -  GA1946
 GA1946  STATE/COUNTY-  TN/HAMBLEN
 GA1946  USGS QUAD   -  SPRINGVALE (1980)
 GA1946
 GA1946                         *CURRENT SURVEY CONTROL
 GA1946  ___________________________________________________________________
 GA1946* NAD 83(1986)-  36 10 56.     (N)    083 10 21.     (W)     SCALED    
 GA1946* NAVD 88     -       318.325  (meters)    1044.37   (feet)  ADJUSTED  
 GA1946  ___________________________________________________________________
 GA1946  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1946  DYNAMIC HT  -         318.032 (meters)    1043.41  (feet)  COMP
 GA1946  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 GA1946
 GA1946  VERT ORDER  -  SECOND    CLASS 0
 GA1946
 GA1946.The horizontal coordinates were scaled from a topographic map and have
 GA1946.an estimated accuracy of +/- 6 seconds.
 GA1946
 GA1946.The orthometric height was determined by differential leveling
 GA1946.and adjusted by the National Geodetic Survey in June 1991..
 GA1946
 GA1946.The geoid height was determined by GEOID03.
 GA1946
 GA1946.The dynamic height is computed by dividing the NAVD 88
 GA1946.geopotential number by the normal gravity value computed on the
 GA1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1946.degrees latitude (g = 980.6199 gals.).
 GA1946
 GA1946.The modeled gravity was interpolated from observed gravity values.
 GA1946
 GA1946;                    North         East    Units  Estimated Accuracy
 GA1946;SPC TN       -   208,810.      854,310.      MT  (+/- 180 meters Scaled)
 GA1946
 GA1946                          SUPERSEDED SURVEY CONTROL
 GA1946
 GA1946  NGVD 29 (??/??/92)  318.466  (m)         1044.83   (f) ADJ UNCH    2 0
 GA1946
 GA1946.Superseded values are not recommended for survey control.
 GA1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1946.See file dsdata.txt to determine how the superseded data were derived.
 GA1946
 GA1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA046063(NAD 83)
 GA1946_MARKER: DD = SURVEY DISK
 GA1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1946_STAMPING: SN 182
 GA1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1946+STABILITY: SURFACE MOTION
 GA1946
 GA1946  HISTORY     - Date     Condition        Report By
 GA1946  HISTORY     - UNK      MONUMENTED       TVA
 GA1946  HISTORY     - 1961     GOOD             NGS
 GA1946
 GA1946                          STATION DESCRIPTION
 GA1946
 GA1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1946'2.3 MI NE FROM LOWLAND.
 GA1946'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA1946'MILES SOUTHEAST OF MORRISTOWN), GO 2.3 MILES ON THE SOUTHERN
 GA1946'RAILWAY TO A ROAD CROSSING.  THE BENCH MARK IS ABOUT 0.2 MILE
 GA1946'SOUTHWEST OF A BRIDGE OVER BENT CREEK, 66 FT. SOUTHWEST OF THE
 GA1946'CENTER OF THE ROAD CROSSING, 18.5 FT. SOUTHEAST OF THE SOUTHEAST
 GA1946'RAIL, AND 1.5 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GA1946'OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 3 FT. BELOW
 GA1946'THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0916 ***********************************************************************
 GA0916  DESIGNATION -  SN 187
 GA0916  PID         -  GA0916
 GA0916  STATE/COUNTY-  TN/SULLIVAN
 GA0916  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0916
 GA0916                         *CURRENT SURVEY CONTROL
 GA0916  ___________________________________________________________________
 GA0916* NAD 83(1986)-  36 29 56.     (N)    082 35 05.     (W)     SCALED    
 GA0916* NAVD 88     -       374.76   (+/-2cm)    1229.5    (feet)  VERTCON   
 GA0916  ___________________________________________________________________
 GA0916  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0916
 GA0916  VERT ORDER  -  ? (See Below)
 GA0916
 GA0916.The horizontal coordinates were scaled from a topographic map and have
 GA0916.an estimated accuracy of +/- 6 seconds.
 GA0916
 GA0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0916.The vertical order pertains to the NGVD 29 superseded value.
 GA0916
 GA0916.The geoid height was determined by GEOID03.
 GA0916
 GA0916;                    North         East    Units  Estimated Accuracy
 GA0916;SPC TN       -   245,610.      905,930.      MT  (+/- 180 meters Scaled)
 GA0916
 GA0916                          SUPERSEDED SURVEY CONTROL
 GA0916
 GA0916  NGVD 29 (??/??/92)  374.899  (m)         1229.98   (f) ADJ UNCH    ?  
 GA0916
 GA0916.Superseded values are not recommended for survey control.
 GA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0916.See file dsdata.txt to determine how the superseded data were derived.
 GA0916
 GA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA580404(NAD 83)
 GA0916_MARKER: DD = SURVEY DISK
 GA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0916_STAMPING: SN 187 1937
 GA0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0916+STABILITY: SURFACE MOTION
 GA0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0916+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 GA0916
 GA0916  HISTORY     - Date     Condition        Report By
 GA0916  HISTORY     - 1937     MONUMENTED       TVA
 GA0916  HISTORY     - 20050928 GOOD             GEOCAC
 GA0916
 GA0916                          STATION DESCRIPTION
 GA0916
 GA0916'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0916'5.6 MI SW FROM KINGSPORT.
 GA0916'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 81 AND THE BLAIR GAP ROAD
 GA0916'FROM THE POST OFFICE AT KINGSPORT, SULLIVAN COUNTY, 1-1/2
 GA0916'MILES (AIRLINE) NORTHEAST OF SULLIVAN GARDENS, AT THE INTERSECTION
 GA0916'OF THE SULLIVAN GARDENS ROAD, 300 FEET EAST OF THE INTERSECTION,
 GA0916'400 FEET WEST OF A 46-INCH SYCAMORE TREE AT THE TIMBER LINE, 215
 GA0916'FEET NORTHEAST OF A 1-STORY HOUSE ON A HILL TOP, SOUTHEAST ALONG
 GA0916'A FENCE FROM A FENCE CORNER, IN A PASTURE, 19.3 FEET SOUTH OF THE
 GA0916'NORTHEAST POST OF A GATE, AND 15.8 FEET SOUTHEAST OF THE SOUTHWEST
 GA0916'POST OF A GATE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0916'STAMPED SN 187 1937 AND SET IN THE TOP OF A CONCRETE POST.
 GA0916
 GA0916                          STATION RECOVERY (2005)
 GA0916
 GA0916'RECOVERY NOTE BY GEOCACHING 2005 (CV)
 GA0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0917 ***********************************************************************
 GA0917  DESIGNATION -  SN 188
 GA0917  PID         -  GA0917
 GA0917  STATE/COUNTY-  TN/SULLIVAN
 GA0917  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0917
 GA0917                         *CURRENT SURVEY CONTROL
 GA0917  ___________________________________________________________________
 GA0917* NAD 83(1986)-  36 29 33.     (N)    082 36 11.     (W)     SCALED    
 GA0917* NAVD 88     -       383.64   (+/-2cm)    1258.7    (feet)  VERTCON   
 GA0917  ___________________________________________________________________
 GA0917  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0917
 GA0917  VERT ORDER  -  ? (See Below)
 GA0917
 GA0917.The horizontal coordinates were scaled from a topographic map and have
 GA0917.an estimated accuracy of +/- 6 seconds.
 GA0917
 GA0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0917.The vertical order pertains to the NGVD 29 superseded value.
 GA0917
 GA0917.The geoid height was determined by GEOID03.
 GA0917
 GA0917;                    North         East    Units  Estimated Accuracy
 GA0917;SPC TN       -   244,850.      904,310.      MT  (+/- 180 meters Scaled)
 GA0917
 GA0917                          SUPERSEDED SURVEY CONTROL
 GA0917
 GA0917  NGVD 29 (??/??/92)  383.780  (m)         1259.12   (f) ADJ UNCH    ?  
 GA0917
 GA0917.Superseded values are not recommended for survey control.
 GA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0917.See file dsdata.txt to determine how the superseded data were derived.
 GA0917
 GA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA564397(NAD 83)
 GA0917_MARKER: DD = SURVEY DISK
 GA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0917_STAMPING: SN 188 1937
 GA0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0917+STABILITY: SURFACE MOTION
 GA0917
 GA0917  HISTORY     - Date     Condition        Report By
 GA0917  HISTORY     - 1937     MONUMENTED       TVA
 GA0917
 GA0917                          STATION DESCRIPTION
 GA0917
 GA0917'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0917'6.7 MI SW FROM KINGSPORT.
 GA0917'6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 81 AND THE BLAIR GAP ROAD
 GA0917'FROM THE POST OFFICE AT KINGSPORT, SULLIVAN COUNTY, 1 MILE (AIRLINE)
 GA0917'NORTH OF SULLIVAN GARDENS, OPPOSITE THE INTERSECTION OF THE DOLAN
 GA0917'GAP ROAD, 300 FEET NORTHWEST OF A 2-STORY FARMHOUSE WITH THREE
 GA0917'GABLES, 300 FEET SOUTHEAST OF TWO LOG FARMHOUSES, 150 FEET NORTH
 GA0917'OF TWO OLD 1 STORY FRAME STORE BUILDINGS, 25 FEET WEST OF A
 GA0917'TIMBER BRIDGE, AT THE EDGE OF THE TIMBER ON THE RIGHT BANK OF A
 GA0917'CREEK, 44.4 FEET SOUTH OF A 14-INCH FORKED LOCUST TREE, 42.8
 GA0917'FEET SOUTHEAST OF A POLE, AND 13.5 FEET WEST OF A 20 INCH BUCKEYE
 GA0917'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA0917'SN 188 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0918 ***********************************************************************
 GA0918  DESIGNATION -  SN 189
 GA0918  PID         -  GA0918
 GA0918  STATE/COUNTY-  TN/SULLIVAN
 GA0918  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0918
 GA0918                         *CURRENT SURVEY CONTROL
 GA0918  ___________________________________________________________________
 GA0918* NAD 83(1986)-  36 28 59.     (N)    082 36 53.     (W)     SCALED    
 GA0918* NAVD 88     -       385.08   (+/-2cm)    1263.4    (feet)  VERTCON   
 GA0918  ___________________________________________________________________
 GA0918  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0918
 GA0918  VERT ORDER  -  ? (See Below)
 GA0918
 GA0918.The horizontal coordinates were scaled from a topographic map and have
 GA0918.an estimated accuracy of +/- 6 seconds.
 GA0918
 GA0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0918.The vertical order pertains to the NGVD 29 superseded value.
 GA0918
 GA0918.The geoid height was determined by GEOID03.
 GA0918
 GA0918;                    North         East    Units  Estimated Accuracy
 GA0918;SPC TN       -   243,760.      903,300.      MT  (+/- 180 meters Scaled)
 GA0918
 GA0918                          SUPERSEDED SURVEY CONTROL
 GA0918
 GA0918  NGVD 29 (??/??/92)  385.225  (m)         1263.86   (f) ADJ UNCH    ?  
 GA0918
 GA0918.Superseded values are not recommended for survey control.
 GA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0918.See file dsdata.txt to determine how the superseded data were derived.
 GA0918
 GA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA553387(NAD 83)
 GA0918_MARKER: DD = SURVEY DISK
 GA0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0918_STAMPING: SN 189 1937
 GA0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0918+STABILITY: SURFACE MOTION
 GA0918
 GA0918  HISTORY     - Date     Condition        Report By
 GA0918  HISTORY     - 1937     MONUMENTED       TVA
 GA0918
 GA0918                          STATION DESCRIPTION
 GA0918
 GA0918'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0918'7.7 MI SW FROM KINGSPORT.
 GA0918'7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 81 AND THE BLAIR GAP ROAD
 GA0918'FROM THE POST OFFICE AT KINGSPORT, SULLIVAN COUNTY, 1.2 MILES
 GA0918'(AIRLINE) NORTHWEST OF SULLIVAN GARDENS, AT THE INTERSECTION OF THE
 GA0918'SULLIVAN GARDENS COUNTY ROAD, 400 FEET EAST OF A RAILROAD CROSSING,
 GA0918'125 FEET NORTHEAST OF TWIN 20-INCH SYCAMORE TREES, 125 FEET SOUTH
 GA0918'OF A 14-INCH WALNUT TREE, 115 FEET SOUTHEAST OF A 1 STORY FARMHOUSE,
 GA0918'100 FEET NORTHWEST OF A 26-INCH WALNUT TREE, 35.8 FEET WEST OF A
 GA0918'10-INCH FORKED MAPLE TREE, 30 FEET NORTHEAST OF THE UPSTREAM END
 GA0918'OF THE LEFT CONCRETE PIPE UNDER THE ROADWAY, AND IN A TRIANGULAR
 GA0918'WEED PATCH AT THE ROAD INTERSECTION.  A TENNESSEE VALLEY AUTHORITY
 GA0918'STANDARD DISK, STAMPED SN 189 1937 AND SET IN THE TOP OF A
 GA0918'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0919 ***********************************************************************
 GA0919  DESIGNATION -  SN 190
 GA0919  PID         -  GA0919
 GA0919  STATE/COUNTY-  TN/SULLIVAN
 GA0919  USGS QUAD   -  LOVELACE (1971)
 GA0919
 GA0919                         *CURRENT SURVEY CONTROL
 GA0919  ___________________________________________________________________
 GA0919* NAD 83(1986)-  36 28 43.     (N)    082 37 48.     (W)     SCALED    
 GA0919* NAVD 88     -       399.64   (+/-2cm)    1311.2    (feet)  VERTCON   
 GA0919  ___________________________________________________________________
 GA0919  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0919
 GA0919  VERT ORDER  -  ? (See Below)
 GA0919
 GA0919.The horizontal coordinates were scaled from a topographic map and have
 GA0919.an estimated accuracy of +/- 6 seconds.
 GA0919
 GA0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0919.The vertical order pertains to the NGVD 29 superseded value.
 GA0919
 GA0919.The geoid height was determined by GEOID03.
 GA0919
 GA0919;                    North         East    Units  Estimated Accuracy
 GA0919;SPC TN       -   243,220.      901,950.      MT  (+/- 180 meters Scaled)
 GA0919
 GA0919                          SUPERSEDED SURVEY CONTROL
 GA0919
 GA0919  NGVD 29 (??/??/92)  399.776  (m)         1311.60   (f) ADJ UNCH    ?  
 GA0919
 GA0919.Superseded values are not recommended for survey control.
 GA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0919.See file dsdata.txt to determine how the superseded data were derived.
 GA0919
 GA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA539382(NAD 83)
 GA0919_MARKER: DD = SURVEY DISK
 GA0919_SETTING: 80 = SET IN A BOULDER
 GA0919_SP_SET: BOULDER
 GA0919_STAMPING: SN 190 1937
 GA0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0919+STABILITY: SURFACE MOTION
 GA0919
 GA0919  HISTORY     - Date     Condition        Report By
 GA0919  HISTORY     - 1937     MONUMENTED       TVA
 GA0919
 GA0919                          STATION DESCRIPTION
 GA0919
 GA0919'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0919'8.6 MI SW FROM KINGSPORT.
 GA0919'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 81 AND THE BLAIR GAP ROAD
 GA0919'FROM THE POST OFFICE AT KINGSPORT, SULLIVAN COUNTY, 1.4 MILES
 GA0919'NORTHEAST OF WALKER FORK CHURCH, 400 YARDS SOUTH OF A 1 STORY
 GA0919'FARMHOUSE, 250 FEET SOUTH OF A 24-INCH MAPLE TREE, 210 FEET WEST
 GA0919'OF A 1 STORY FARMHOUSE, 110 FEET SOUTHEAST OF THE INTERSECTION
 GA0919'OF THE ROAD AND A TRAIL, ON THE OUTSIDE OF A SHARP CURVE IN THE
 GA0919'ROAD, BETWEEN THE ROAD AND THE TENNESSEE EASTMEN CORPORATION
 GA0919'RAILROAD, ON THE RAILROAD RIGHT OF WAY, 100.1 FEET SOUTHEAST
 GA0919'OF A 5-INCH APPLE TREE, 31.2 FEET NORTHWEST OF A POLE, AND IN A
 GA0919'SMALL BOULDER AT THE EDGE OF THE RAILROAD RIGHT OF WAY.  A
 GA0919'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED SN 190 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0920 ***********************************************************************
 GA0920  DESIGNATION -  SN 191
 GA0920  PID         -  GA0920
 GA0920  STATE/COUNTY-  TN/SULLIVAN
 GA0920  USGS QUAD   -  LOVELACE (1971)
 GA0920
 GA0920                         *CURRENT SURVEY CONTROL
 GA0920  ___________________________________________________________________
 GA0920* NAD 83(1986)-  36 28 20.     (N)    082 38 31.     (W)     SCALED    
 GA0920* NAVD 88     -       397.63   (+/-2cm)    1304.6    (feet)  VERTCON   
 GA0920  ___________________________________________________________________
 GA0920  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0920
 GA0920  VERT ORDER  -  ? (See Below)
 GA0920
 GA0920.The horizontal coordinates were scaled from a topographic map and have
 GA0920.an estimated accuracy of +/- 6 seconds.
 GA0920
 GA0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0920.The vertical order pertains to the NGVD 29 superseded value.
 GA0920
 GA0920.The geoid height was determined by GEOID03.
 GA0920
 GA0920;                    North         East    Units  Estimated Accuracy
 GA0920;SPC TN       -   242,480.      900,900.      MT  (+/- 180 meters Scaled)
 GA0920
 GA0920                          SUPERSEDED SURVEY CONTROL
 GA0920
 GA0920  NGVD 29 (??/??/92)  397.774  (m)         1305.03   (f) ADJ UNCH    ?  
 GA0920
 GA0920.Superseded values are not recommended for survey control.
 GA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0920.See file dsdata.txt to determine how the superseded data were derived.
 GA0920
 GA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA528375(NAD 83)
 GA0920_MARKER: DD = SURVEY DISK
 GA0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0920_STAMPING: SN 191 1937
 GA0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0920+STABILITY: SURFACE MOTION
 GA0920
 GA0920  HISTORY     - Date     Condition        Report By
 GA0920  HISTORY     - 1937     MONUMENTED       TVA
 GA0920
 GA0920                          STATION DESCRIPTION
 GA0920
 GA0920'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0920'9.7 MI SW FROM KINGSPORT.
 GA0920'9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 81 AND THE BLAIR GAP ROAD
 GA0920'FROM THE POST OFFICE AT KINGSPORT, SULLIVAN COUNTY, AT THE CROSSING
 GA0920'OF THE TENNESSEE EASTMAN CORPORATION RAILROAD, 400 FEET NORTH OF A
 GA0920'SMALL BARN, 300 FEET NORTHEAST OF A 1 STORY FARMHOUSE, 30 FEET
 GA0920'SOUTHEAST OF A LARGE BARN, 25 FEET NORTHEAST OF THE RAILROAD
 GA0920'CROSSING, 36.9 FEET SOUTH OF A 14-INCH FORKED WALNUT TREE, AND
 GA0920'5.7 FEET SOUTHEAST OF A POLE.  A TENNESSEE VALLEY AUTHORITY
 GA0920'STANDARD DISK, STAMPED SN 191 1937 AND SET IN THE TOP OF A CONCRETE
 GA0920'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0921 ***********************************************************************
 GA0921  DESIGNATION -  SN 192
 GA0921  PID         -  GA0921
 GA0921  STATE/COUNTY-  TN/SULLIVAN
 GA0921  USGS QUAD   -  LOVELACE (1971)
 GA0921
 GA0921                         *CURRENT SURVEY CONTROL
 GA0921  ___________________________________________________________________
 GA0921* NAD 83(1986)-  36 27 53.     (N)    082 38 49.     (W)     SCALED    
 GA0921* NAVD 88     -       393.70   (+/-2cm)    1291.7    (feet)  VERTCON   
 GA0921  ___________________________________________________________________
 GA0921  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0921
 GA0921  VERT ORDER  -  ? (See Below)
 GA0921
 GA0921.The horizontal coordinates were scaled from a topographic map and have
 GA0921.an estimated accuracy of +/- 6 seconds.
 GA0921
 GA0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0921.The vertical order pertains to the NGVD 29 superseded value.
 GA0921
 GA0921.The geoid height was determined by GEOID03.
 GA0921
 GA0921;                    North         East    Units  Estimated Accuracy
 GA0921;SPC TN       -   241,630.      900,480.      MT  (+/- 180 meters Scaled)
 GA0921
 GA0921                          SUPERSEDED SURVEY CONTROL
 GA0921
 GA0921  NGVD 29 (??/??/92)  393.848  (m)         1292.15   (f) ADJ UNCH    ?  
 GA0921
 GA0921.Superseded values are not recommended for survey control.
 GA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0921.See file dsdata.txt to determine how the superseded data were derived.
 GA0921
 GA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA524367(NAD 83)
 GA0921_MARKER: DD = SURVEY DISK
 GA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0921_STAMPING: SN 192 1937
 GA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0921+STABILITY: SURFACE MOTION
 GA0921
 GA0921  HISTORY     - Date     Condition        Report By
 GA0921  HISTORY     - 1937     MONUMENTED       TVA
 GA0921
 GA0921                          STATION DESCRIPTION
 GA0921
 GA0921'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0921'10.6 MI SW FROM KINGSPORT.
 GA0921'10.6 MILES SOUTHWEST OF THE POST OFFICE AT KINGSPORT, SULLIVAN
 GA0921'COUNTY, 2.1 MILES NORTHEAST ALONG THE TENNESSEE EASTMAN RAILROAD
 GA0921'FROM BLAIR GAP, ON THE LEFT BANK OF WALKER FORK CREEK, BETWEEN
 GA0921'THE TRACK AND A FARM ROAD 450 FEET SOUTHWEST OF THE LEFT FARMHOUSE,
 GA0921'90 FEET SOUTH OF A 14-INCH BEECH TREE, 57.0 FEET NORTH-NORTHEAST
 GA0921'OF A POLE, 25 FEET EAST OF A 24-INCH STUMP, 12 FEET WEST OF THE
 GA0921'SOUTHWEST END OF A RAILROAD BRIDGE, AND 9.2 FEET WEST OF THE
 GA0921'SOUTHWEST END OF THE DOWNSTREAM I-BEAM BRIDGE STRINGER.  A
 GA0921'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED SN 192 1937 AND
 GA0921'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0922 ***********************************************************************
 GA0922  DESIGNATION -  SN 193
 GA0922  PID         -  GA0922
 GA0922  STATE/COUNTY-  TN/SULLIVAN
 GA0922  USGS QUAD   -  LOVELACE (1971)
 GA0922
 GA0922                         *CURRENT SURVEY CONTROL
 GA0922  ___________________________________________________________________
 GA0922* NAD 83(1986)-  36 27 00.     (N)    082 39 50.     (W)     SCALED    
 GA0922* NAVD 88     -       397.55   (+/-2cm)    1304.3    (feet)  VERTCON   
 GA0922  ___________________________________________________________________
 GA0922  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0922
 GA0922  VERT ORDER  -  ? (See Below)
 GA0922
 GA0922.The horizontal coordinates were scaled from a topographic map and have
 GA0922.an estimated accuracy of +/- 6 seconds.
 GA0922
 GA0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0922.The vertical order pertains to the NGVD 29 superseded value.
 GA0922
 GA0922.The geoid height was determined by GEOID03.
 GA0922
 GA0922;                    North         East    Units  Estimated Accuracy
 GA0922;SPC TN       -   239,950.      899,020.      MT  (+/- 180 meters Scaled)
 GA0922
 GA0922                          SUPERSEDED SURVEY CONTROL
 GA0922
 GA0922  NGVD 29 (??/??/92)  397.697  (m)         1304.78   (f) ADJ UNCH    ?  
 GA0922
 GA0922.Superseded values are not recommended for survey control.
 GA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0922.See file dsdata.txt to determine how the superseded data were derived.
 GA0922
 GA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA508351(NAD 83)
 GA0922_MARKER: DD = SURVEY DISK
 GA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0922_STAMPING: SN 193 1937
 GA0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0922+STABILITY: SURFACE MOTION
 GA0922
 GA0922  HISTORY     - Date     Condition        Report By
 GA0922  HISTORY     - UNK      MONUMENTED       TVA
 GA0922
 GA0922                          STATION DESCRIPTION
 GA0922
 GA0922'DESCRIBED BY TENNESSEE VALLEY AUTHORITY UNK
 GA0922'12 MI SW FROM KINGSPORT.
 GA0922'12.0 MILES SOUTHWEST OF THE POST OFFICE AT KINGSPORT, SULLIVAN
 GA0922'COUNTY, 1.5 MILES NORTHEAST ALONG THE TENNESSEE EASTMEN CORPORATION
 GA0922'RAILROAD FROM BLAIR GAP, AT A COUNTY ROAD CROSSING, ON THE
 GA0922'RIGHT-BANK OF WALKER FORK CREEK, 150 FEET SOUTHWEST OF A 50-INCH
 GA0922'ELM TREE, 80 FEET NORTHEAST OF A POLE, 80 FEET SOUTHWEST OF
 GA0922'ANOTHER POLE, 70 FEET SOUTH OF A TIMBER BRIDGE, 37.6 FEET SOUTHWEST
 GA0922'OF A CROSSING SIGN NORTHWEST OF THE TRACK, 29.4 FEET NORTHWEST OF
 GA0922'A CROSSING SIGN SOUTHEAST OF THE TRACK, 15 FEET NORTHWEST OF THE
 GA0922'ROAD CROSSING, AND IN LINE WITH A ROW OF POLES.  A TENNESSEE VALLEY
 GA0922'AUTHORITY STANDARD DISK, STAMPED SN 193 1937 AND SET IN THE TOP
 GA0922'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0713 ***********************************************************************
 GA0713  DESIGNATION -  SN 242
 GA0713  PID         -  GA0713
 GA0713  STATE/COUNTY-  TN/HAWKINS
 GA0713  USGS QUAD   -  STONY POINT (1971)
 GA0713
 GA0713                         *CURRENT SURVEY CONTROL
 GA0713  ___________________________________________________________________
 GA0713* NAD 83(1986)-  36 26 27.     (N)    082 52 00.     (W)     SCALED    
 GA0713* NAVD 88     -       344.877  (meters)    1131.48   (feet)  ADJUSTED  
 GA0713  ___________________________________________________________________
 GA0713  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0713  DYNAMIC HT  -         344.564 (meters)    1130.46  (feet)  COMP
 GA0713  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GA0713
 GA0713  VERT ORDER  -  FIRST     CLASS I
 GA0713
 GA0713.The horizontal coordinates were scaled from a topographic map and have
 GA0713.an estimated accuracy of +/- 6 seconds.
 GA0713
 GA0713.The orthometric height was determined by differential leveling
 GA0713.and adjusted by the National Geodetic Survey in June 1991..
 GA0713
 GA0713.The geoid height was determined by GEOID03.
 GA0713
 GA0713.The dynamic height is computed by dividing the NAVD 88
 GA0713.geopotential number by the normal gravity value computed on the
 GA0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0713.degrees latitude (g = 980.6199 gals.).
 GA0713
 GA0713.The modeled gravity was interpolated from observed gravity values.
 GA0713
 GA0713;                    North         East    Units  Estimated Accuracy
 GA0713;SPC TN       -   238,330.      880,890.      MT  (+/- 180 meters Scaled)
 GA0713
 GA0713                          SUPERSEDED SURVEY CONTROL
 GA0713
 GA0713  NGVD 29 (??/??/92)  345.026  (m)         1131.97   (f) ADJ UNCH    1 1
 GA0713
 GA0713.Superseded values are not recommended for survey control.
 GA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0713.See file dsdata.txt to determine how the superseded data were derived.
 GA0713
 GA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA326344(NAD 83)
 GA0713_MARKER: DD = SURVEY DISK
 GA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0713_STAMPING: SN 242 1937
 GA0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0713+STABILITY: SURFACE MOTION
 GA0713
 GA0713  HISTORY     - Date     Condition        Report By
 GA0713  HISTORY     - 1937     MONUMENTED       TVA
 GA0713  HISTORY     - 1967     GOOD             TVA
 GA0713
 GA0713                          STATION DESCRIPTION
 GA0713
 GA0713'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1967
 GA0713'2.2 MI SW FROM SURGOINSVILLE.
 GA0713'ABOUT 2.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0713'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.3 MILE
 GA0713'NORTHEAST OF MILEPOST 66, AT THE CROSSING OF THE RAILROAD AND A
 GA0713'PRIVATE ROAD, 12 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA0713'TRACK, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD,
 GA0713'23 1/2 FEET NORTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 GA0713'ABUTMENT OF A RAILROAD BRIDGE OVER A DIRT ROAD, 1.4 FEET
 GA0713'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA0713'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA0713'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2401 ***********************************************************************
 GA2401  DESIGNATION -  SN 33
 GA2401  PID         -  GA2401
 GA2401  STATE/COUNTY-  TN/KNOX
 GA2401  USGS QUAD   -  MASCOT (1987)
 GA2401
 GA2401                         *CURRENT SURVEY CONTROL
 GA2401  ___________________________________________________________________
 GA2401* NAD 83(1986)-  36 02 23.     (N)    083 42 56.     (W)     SCALED    
 GA2401* NAVD 88     -       286.16   (+/-2cm)     938.8    (feet)  VERTCON   
 GA2401  ___________________________________________________________________
 GA2401  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2401
 GA2401  VERT ORDER  -  ? (See Below)
 GA2401
 GA2401.The horizontal coordinates were scaled from a topographic map and have
 GA2401.an estimated accuracy of +/- 6 seconds.
 GA2401
 GA2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2401.The vertical order pertains to the NGVD 29 superseded value.
 GA2401
 GA2401.The geoid height was determined by GEOID03.
 GA2401
 GA2401;                    North         East    Units  Estimated Accuracy
 GA2401;SPC TN       -   191,730.      805,840.      MT  (+/- 180 meters Scaled)
 GA2401
 GA2401                          SUPERSEDED SURVEY CONTROL
 GA2401
 GA2401  NGVD 29 (??/??/92)  286.293  (m)          939.28   (f) ADJ UNCH    ?  
 GA2401
 GA2401.Superseded values are not recommended for survey control.
 GA2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2401.See file dsdata.txt to determine how the superseded data were derived.
 GA2401
 GA2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV553917(NAD 83)
 GA2401_MARKER: DD = SURVEY DISK
 GA2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2401+STABILITY: SURFACE MOTION
 GA2401
 GA2401  HISTORY     - Date     Condition        Report By
 GA2401  HISTORY     - UNK      MONUMENTED       TVA
 GA2401  HISTORY     - 1941     GOOD             TVA
 GA2401
 GA2401                          STATION DESCRIPTION
 GA2401
 GA2401'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 GA2401'2.3 MI SW FROM STRAWBERRY PLAINS.
 GA2401'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM STRAWBERRY
 GA2401'PLAINS, KNOX COUNTY, AT THE SOUTH EDGE OF A SMALL SETTLEMENT
 GA2401'KNOWN AS LYONTON, AT THE JUNCTION OF A COUNTY ROAD LEADING WEST,
 GA2401'160 FEET SOUTHWEST OF A ONE-AND-ONE HALF STORY FARMHOUSE, 160
 GA2401'FEET SOUTHEAST OF A ONE-STORY STORE AT THE INTERSECTION, 120.2
 GA2401'FEET SOUTHEAST OF POWER-TRANSMISSION LINE POLE 222, 110 FEET EAST
 GA2401'OF THE SOUTHEAST CORNER OF A GROVE OF TREES IN THE SOUTHWEST
 GA2401'CORNER OF THE ROAD JUNCTION, 50 FEET EAST OF THE CENTERLINE OF
 GA2401'THE HIGHWAY, 33.2 FEET SOUTHEAST OF A SQUARE GATEPOST ON THE
 GA2401'EDGE OF THE HIGHWAY, 33.2 FEET SOUTHEAST OF A SQUARE GATEPOST
 GA2401'ON THE EDGE OF THE HIGHWAY, AND AT THE BASE OF A TALL 20-INCH
 GA2401'CEDAR TREE ON AN EAST-AND-WEST FENCE LINE AND HEDGEROW.  A
 GA2401'TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA2401'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2403 ***********************************************************************
 GA2403  DESIGNATION -  SN 35
 GA2403  PID         -  GA2403
 GA2403  STATE/COUNTY-  TN/KNOX
 GA2403  USGS QUAD   -  MASCOT (1987)
 GA2403
 GA2403                         *CURRENT SURVEY CONTROL
 GA2403  ___________________________________________________________________
 GA2403* NAD 83(1986)-  36 00 43.     (N)    083 42 24.     (W)     SCALED    
 GA2403* NAVD 88     -       346.59   (+/-2cm)    1137.1    (feet)  VERTCON   
 GA2403  ___________________________________________________________________
 GA2403  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2403
 GA2403  VERT ORDER  -  ? (See Below)
 GA2403
 GA2403.The horizontal coordinates were scaled from a topographic map and have
 GA2403.an estimated accuracy of +/- 6 seconds.
 GA2403
 GA2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2403.The vertical order pertains to the NGVD 29 superseded value.
 GA2403
 GA2403.The geoid height was determined by GEOID03.
 GA2403
 GA2403;                    North         East    Units  Estimated Accuracy
 GA2403;SPC TN       -   188,660.      806,720.      MT  (+/- 180 meters Scaled)
 GA2403
 GA2403                          SUPERSEDED SURVEY CONTROL
 GA2403
 GA2403  NGVD 29 (??/??/92)  346.733  (m)         1137.57   (f) ADJ UNCH    ?  
 GA2403
 GA2403.Superseded values are not recommended for survey control.
 GA2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2403.See file dsdata.txt to determine how the superseded data were derived.
 GA2403
 GA2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV560886(NAD 83)
 GA2403_MARKER: DD = SURVEY DISK
 GA2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2403+STABILITY: SURFACE MOTION
 GA2403
 GA2403  HISTORY     - Date     Condition        Report By
 GA2403  HISTORY     - UNK      MONUMENTED       TVA
 GA2403  HISTORY     - 1941     GOOD             TVA
 GA2403
 GA2403                          STATION DESCRIPTION
 GA2403
 GA2403'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 GA2403'0.9 MI N FROM THORNGROVE.
 GA2403'0.9 MILE NORTH ALONG A COUNTY ROAD FROM THORNGROVE, KNOX COUNTY,
 GA2403'400 FEET NORTHEAST OF A LARGE BARN IN A GROVE OF TREES, 110 FEET
 GA2403'NORTHWEST OF A ONE-STORY HOUSE, 100 FEET SOUTHEAST OF THE
 GA2403'JUNCTION OF A ROAD LEADING WEST, ON THE SOUTHWEST SIDE OF THE
 GA2403'COUNTY ROAD, 65 FEET SOUTH OF THE JUNCTION OF A DRIVEWAY LEADING
 GA2403'TO THE BARN, 84.1 FEET NORTHWEST OF A 20-INCH MAPLE TREE, 49.2
 GA2403'FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE 18, AND BETWEEN
 GA2403'THE NORTH-AND-SOUTH DRIVEWAY TO THE BARN AND THE WEST FENCE LINE.
 GA2403'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA2403'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2370 ***********************************************************************
 GA2370  DESIGNATION -  SN 36
 GA2370  PID         -  GA2370
 GA2370  STATE/COUNTY-  TN/KNOX
 GA2370  USGS QUAD   -  MASCOT (1987)
 GA2370
 GA2370                         *CURRENT SURVEY CONTROL
 GA2370  ___________________________________________________________________
 GA2370* NAD 83(1986)-  36 00 16.     (N)    083 41 36.     (W)     SCALED    
 GA2370* NAVD 88     -       310.51   (+/-2cm)    1018.7    (feet)  VERTCON   
 GA2370  ___________________________________________________________________
 GA2370  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2370
 GA2370  VERT ORDER  -  ? (See Below)
 GA2370
 GA2370.The horizontal coordinates were scaled from a topographic map and have
 GA2370.an estimated accuracy of +/- 6 seconds.
 GA2370
 GA2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2370.The vertical order pertains to the NGVD 29 superseded value.
 GA2370
 GA2370.The geoid height was determined by GEOID03.
 GA2370
 GA2370;                    North         East    Units  Estimated Accuracy
 GA2370;SPC TN       -   187,860.      807,940.      MT  (+/- 180 meters Scaled)
 GA2370
 GA2370                          SUPERSEDED SURVEY CONTROL
 GA2370
 GA2370  NGVD 29 (??/??/92)  310.653  (m)         1019.20   (f) ADJ UNCH    ?  
 GA2370
 GA2370.Superseded values are not recommended for survey control.
 GA2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2370.See file dsdata.txt to determine how the superseded data were derived.
 GA2370
 GA2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV572877(NAD 83)
 GA2370_MARKER: DD = SURVEY DISK
 GA2370_SETTING: 66 = SET IN ROCK OUTCROP
 GA2370_SP_SET: ROCK OUTCROP
 GA2370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2370+STABILITY: POSITION/ELEVATION WELL
 GA2370
 GA2370  HISTORY     - Date     Condition        Report By
 GA2370  HISTORY     - UNK      MONUMENTED       TVA
 GA2370  HISTORY     - 1936     GOOD             TVA
 GA2370
 GA2370                          STATION DESCRIPTION
 GA2370
 GA2370'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2370'AT THORNGROVE.
 GA2370'AT THORNGROVE, KNOX COUNTY, AT THE INTERSECTION OF THE
 GA2370'THORNGROVE-PAW PAW HOLLOW ROAD AND THE ROAD LEADING NORTHWEST
 GA2370'TO CARTER SCHOOL, 200 FEET NORTHEAST OF A TWO-STORY STORE AT THE
 GA2370'INTERSECTION, IN THE FRONT YARD OF THE THORNGROVE METHODIST CHURCH,
 GA2370'115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 100
 GA2370'FEET NORTHWEST OF A ONE-STORY HOUSE, 100 FEET SOUTHEAST OF A
 GA2370'24-INCH WHITE OAK TREE, 41.1 FEET EAST OF POWER-TRANSMISSION
 GA2370'LINE POLE 28, AND IN THE TOP OF A ROCK OUTCROP ON THE SLOPE FROM
 GA2370'THE FRONT YARD OF THE CHURCH TO AN OLD DRIVEWAY LEADING TO THE
 GA2370'ROAD INTERSECTION.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK.
 GA2370'NOTE-- THIS MARK REPLACES USGS TABLET TT 14 DL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2371 ***********************************************************************
 GA2371  DESIGNATION -  SN 37
 GA2371  PID         -  GA2371
 GA2371  STATE/COUNTY-  TN/KNOX
 GA2371  USGS QUAD   -  MASCOT (1987)
 GA2371
 GA2371                         *CURRENT SURVEY CONTROL
 GA2371  ___________________________________________________________________
 GA2371* NAD 83(1986)-  36 00 20.     (N)    083 40 48.     (W)     SCALED    
 GA2371* NAVD 88     -       283.23   (+/-2cm)     929.2    (feet)  VERTCON   
 GA2371  ___________________________________________________________________
 GA2371  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2371
 GA2371  VERT ORDER  -  ? (See Below)
 GA2371
 GA2371.The horizontal coordinates were scaled from a topographic map and have
 GA2371.an estimated accuracy of +/- 6 seconds.
 GA2371
 GA2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2371.The vertical order pertains to the NGVD 29 superseded value.
 GA2371
 GA2371.The geoid height was determined by GEOID03.
 GA2371
 GA2371;                    North         East    Units  Estimated Accuracy
 GA2371;SPC TN       -   188,010.      809,140.      MT  (+/- 180 meters Scaled)
 GA2371
 GA2371                          SUPERSEDED SURVEY CONTROL
 GA2371
 GA2371  NGVD 29 (??/??/92)  283.374  (m)          929.70   (f) ADJ UNCH    ?  
 GA2371
 GA2371.Superseded values are not recommended for survey control.
 GA2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2371.See file dsdata.txt to determine how the superseded data were derived.
 GA2371
 GA2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV584878(NAD 83)
 GA2371_MARKER: DD = SURVEY DISK
 GA2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2371+STABILITY: SURFACE MOTION
 GA2371
 GA2371  HISTORY     - Date     Condition        Report By
 GA2371  HISTORY     - UNK      MONUMENTED       TVA
 GA2371  HISTORY     - 1936     GOOD             TVA
 GA2371
 GA2371                          STATION DESCRIPTION
 GA2371
 GA2371'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2371'0.8 MI E FROM THORNGROVE.
 GA2371'0.8 MILE EAST ALONG THE PAW PAW HOLLOW ROAD FROM THORNGROVE,
 GA2371'KNOX COUNTY, AT THE JUNCTION OF THE LIMESTONE CREEK ROAD
 GA2371'LEADING NORTH, 300 FEET NORTHWEST OF AN ABANDONED QUARRY AT THE
 GA2371'FORK IN THE ROAD, 125 FEET SOUTHWEST OF A 24-INCH FORKED WHITE
 GA2371'OAK TREE ON THE EAST SIDE OF THE LIMESTONE CREEK ROAD, 33.7 FEET
 GA2371'SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY FARMHOUSE,
 GA2371'44 FEET NORTHEAST OF ANOTHER 24-INCH WHITE OAK TREE, 45 FEET
 GA2371'SOUTHWEST OF THE CENTERLINE OF THE LIMESTONE CREEK ROAD AT THE
 GA2371'MIDDLE OF A CURVE, AND IN THE BOULDER-COVERED FRONT YARD OF THE
 GA2371'HOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE
 GA2371'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2373 ***********************************************************************
 GA2373  DESIGNATION -  SN 38
 GA2373  PID         -  GA2373
 GA2373  STATE/COUNTY-  TN/SEVIER
 GA2373  USGS QUAD   -  MASCOT (1987)
 GA2373
 GA2373                         *CURRENT SURVEY CONTROL
 GA2373  ___________________________________________________________________
 GA2373* NAD 83(1986)-  36 00 43.     (N)    083 39 33.     (W)     SCALED    
 GA2373* NAVD 88     -       321.38   (+/-2cm)    1054.4    (feet)  VERTCON   
 GA2373  ___________________________________________________________________
 GA2373  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2373
 GA2373  VERT ORDER  -  ? (See Below)
 GA2373
 GA2373.The horizontal coordinates were scaled from a topographic map and have
 GA2373.an estimated accuracy of +/- 6 seconds.
 GA2373
 GA2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2373.The vertical order pertains to the NGVD 29 superseded value.
 GA2373
 GA2373.The geoid height was determined by GEOID03.
 GA2373
 GA2373;                    North         East    Units  Estimated Accuracy
 GA2373;SPC TN       -   188,760.      811,000.      MT  (+/- 180 meters Scaled)
 GA2373
 GA2373                          SUPERSEDED SURVEY CONTROL
 GA2373
 GA2373  NGVD 29 (??/??/92)  321.523  (m)         1054.86   (f) ADJ UNCH    ?  
 GA2373
 GA2373.Superseded values are not recommended for survey control.
 GA2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2373.See file dsdata.txt to determine how the superseded data were derived.
 GA2373
 GA2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV603885(NAD 83)
 GA2373_MARKER: DD = SURVEY DISK
 GA2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2373+STABILITY: SURFACE MOTION
 GA2373
 GA2373  HISTORY     - Date     Condition        Report By
 GA2373  HISTORY     - UNK      MONUMENTED       TVA
 GA2373  HISTORY     - 1936     GOOD             TVA
 GA2373  HISTORY     - 1969     GOOD             TNDT
 GA2373
 GA2373                          STATION DESCRIPTION
 GA2373
 GA2373'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2373'2 MI NE FROM THORNGROVE.
 GA2373'IN SEVIER COUNTY, 2.0 MILES NORTHEAST ALONG THE PAW PAW HOLLOW
 GA2373'ROAD FROM THORNGROVE, KNOX COUNTY, 0.6 MILE EAST OF THE SEVIER-KNOX
 GA2373'COUNTY LINE, 800 FEET NORTHWEST OF A SMALL POND, 450 FEET
 GA2373'SOUTHEAST OF A LONE 12-INCH OAK TREE IN A FIELD, ON PRIVATE
 GA2373'PROPERTY, 100 FEET SOUTHWEST OF A WOOD SHED, 76 FEET SOUTHWEST
 GA2373'OF THE NORTHWEST CORNER OF THE ONE-STORY FARMHOUSE, 57.3 FEET
 GA2373'SOUTHWEST OF THE SOUTHWEST CORNER, AT A FARM-ROAD INTERSECTION,
 GA2373'40 FEET NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, AND ON
 GA2373'THE NORTH-AND-SOUTH PROPERTY LINE AND HEDGEROW ON THE WEST EDGE
 GA2373'OF THE FARM ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA2373'SET IN THE TOP OF A CONCRETE POST.
 GA2373
 GA2373                          STATION RECOVERY (1969)
 GA2373
 GA2373'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2373'PAW PAW HOLLOW RD (THORN GROVE) 5 FT. N OF MWP, 25 FT. NE OF STEVE
 GA2373'KNIGHT MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2375 ***********************************************************************
 GA2375  DESIGNATION -  SN 39
 GA2375  PID         -  GA2375
 GA2375  STATE/COUNTY-  TN/SEVIER
 GA2375  USGS QUAD   -  NEW MARKET (1987)
 GA2375
 GA2375                         *CURRENT SURVEY CONTROL
 GA2375  ___________________________________________________________________
 GA2375* NAD 83(1986)-  36 00 46.     (N)    083 37 24.     (W)     SCALED    
 GA2375* NAVD 88     -       323.99   (+/-2cm)    1063.0    (feet)  VERTCON   
 GA2375  ___________________________________________________________________
 GA2375  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2375
 GA2375  VERT ORDER  -  ? (See Below)
 GA2375
 GA2375.The horizontal coordinates were scaled from a topographic map and have
 GA2375.an estimated accuracy of +/- 6 seconds.
 GA2375
 GA2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2375.The vertical order pertains to the NGVD 29 superseded value.
 GA2375
 GA2375.The geoid height was determined by GEOID03.
 GA2375
 GA2375;                    North         East    Units  Estimated Accuracy
 GA2375;SPC TN       -   188,930.      814,220.      MT  (+/- 180 meters Scaled)
 GA2375
 GA2375                          SUPERSEDED SURVEY CONTROL
 GA2375
 GA2375  NGVD 29 (??/??/92)  324.144  (m)         1063.46   (f) ADJ UNCH    ?  
 GA2375
 GA2375.Superseded values are not recommended for survey control.
 GA2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2375.See file dsdata.txt to determine how the superseded data were derived.
 GA2375
 GA2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV635885(NAD 83)
 GA2375_MARKER: DD = SURVEY DISK
 GA2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2375+STABILITY: SURFACE MOTION
 GA2375
 GA2375  HISTORY     - Date     Condition        Report By
 GA2375  HISTORY     - UNK      MONUMENTED       TVA
 GA2375  HISTORY     - 1936     GOOD             TVA
 GA2375  HISTORY     - 1969     GOOD             TNDT
 GA2375
 GA2375                          STATION DESCRIPTION
 GA2375
 GA2375'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2375'4 MI E FROM THORNGROVE.
 GA2375'IN SEVIER COUNTY, 4.0 MILES EAST ALONG THE PAW PAW HOLLOW ROAD
 GA2375'FROM THORNGROVE, KNOX COUNTY, 1 MILE EAST ALONG THE CYNTHIANA
 GA2375'CHURCH ROAD FROM PAW PAW HOLLOW CHURCH, ON PRIVATE PROPERTY,
 GA2375'70.7 FEET EAST OF THE SOUTHEAST CORNER OF A ONE-AND-ONE HALF
 GA2375'STORY FARMHOUSE, 10 FEET NORTHWEST OF A LARGE BARN, 59.7 FEET
 GA2375'NORTH OF THE NORTHEAST CORNER OF THE GARAGE, ON THE NORTH SIDE
 GA2375'OF THE ROAD AND ON THE EAST EDGE OF THE LAWN OF THE FARMHOUSE,
 GA2375'IN A NORTH-AND-SOUTH ROW OF APPLE TREES, 20 FEET NORTH OF A
 GA2375'POST AT THE SOUTHWEST CORNER OF THE GARDEN, AND IN THE
 GA2375'NORTH-AND-SOUTH GARDEN-FENCE LINE ON THE WEST SIDE OF THE GARDEN.
 GA2375'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF
 GA2375'A CONCRETE POST.
 GA2375
 GA2375                          STATION RECOVERY (1969)
 GA2375
 GA2375'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2375'PAW PAW HOLLOW RD (THORN GROVE), 0.6 FT. N OF MWP ON PROP. OF MR.
 GA2375'FRANK BLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2376 ***********************************************************************
 GA2376  DESIGNATION -  SN 40
 GA2376  PID         -  GA2376
 GA2376  STATE/COUNTY-  TN/JEFFERSON
 GA2376  USGS QUAD   -  NEW MARKET (1987)
 GA2376
 GA2376                         *CURRENT SURVEY CONTROL
 GA2376  ___________________________________________________________________
 GA2376* NAD 83(1986)-  36 01 04.     (N)    083 36 30.     (W)     SCALED    
 GA2376* NAVD 88     -       320.48   (+/-2cm)    1051.4    (feet)  VERTCON   
 GA2376  ___________________________________________________________________
 GA2376  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2376
 GA2376  VERT ORDER  -  ? (See Below)
 GA2376
 GA2376.The horizontal coordinates were scaled from a topographic map and have
 GA2376.an estimated accuracy of +/- 6 seconds.
 GA2376
 GA2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2376.The vertical order pertains to the NGVD 29 superseded value.
 GA2376
 GA2376.The geoid height was determined by GEOID03.
 GA2376
 GA2376;                    North         East    Units  Estimated Accuracy
 GA2376;SPC TN       -   189,520.      815,560.      MT  (+/- 180 meters Scaled)
 GA2376
 GA2376                          SUPERSEDED SURVEY CONTROL
 GA2376
 GA2376  NGVD 29 (??/??/92)  320.631  (m)         1051.94   (f) ADJ UNCH    ?  
 GA2376
 GA2376.Superseded values are not recommended for survey control.
 GA2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2376.See file dsdata.txt to determine how the superseded data were derived.
 GA2376
 GA2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV649890(NAD 83)
 GA2376_MARKER: DD = SURVEY DISK
 GA2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2376+STABILITY: SURFACE MOTION
 GA2376
 GA2376  HISTORY     - Date     Condition        Report By
 GA2376  HISTORY     - UNK      MONUMENTED       TVA
 GA2376  HISTORY     - 1936     GOOD             TVA
 GA2376  HISTORY     - 1969     GOOD             TNDT
 GA2376
 GA2376                          STATION DESCRIPTION
 GA2376
 GA2376'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2376'4.9 MI E FROM THORNGROVE.
 GA2376'IN JEFFERSON COUNTY, 4.9 MILES EAST ALONG THE PAW PAW HOLLOW
 GA2376'ROAD AND THE CYNTHIANA CHURCH ROAD FROM THORNGROVE, KNOX COUNTY,
 GA2376'AT THE INTERSECTION OF THE GANN BRANCH ROAD, 500 FEET NORTHEAST
 GA2376'OF A CEMETERY (CALDWELL CEMETERY) IN THE SOUTHEAST CORNER OF
 GA2376'THE INTERSECTION, 400 FEET NORTHWEST OF THE INTERSECTION OF A
 GA2376'DRIVEWAY TO A FARMHOUSE, AT THE SOUTHWEST CORNER OF A CEDAR
 GA2376'GROVE AROUND A ONE-STORY FARMHOUSE, 100 FEET SOUTHEAST OF A
 GA2376'SMOKEHOUSE, 34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GA2376'FARMHOUSE, 78.3 FEET SOUTHWEST OF A 30-INCH BLACK LOCUST TREE, AND
 GA2376'12.4 FEET NORTHEAST OF A 14-INCH CEDAR TREE.  A TENNESSEE VALLEY
 GA2376'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA2376
 GA2376                          STATION RECOVERY (1969)
 GA2376
 GA2376'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2377 ***********************************************************************
 GA2377  DESIGNATION -  SN 41
 GA2377  PID         -  GA2377
 GA2377  STATE/COUNTY-  TN/JEFFERSON
 GA2377  USGS QUAD   -  NEW MARKET (1987)
 GA2377
 GA2377                         *CURRENT SURVEY CONTROL
 GA2377  ___________________________________________________________________
 GA2377* NAD 83(1986)-  36 01 23.     (N)    083 35 28.     (W)     SCALED    
 GA2377* NAVD 88     -       347.15   (+/-2cm)    1138.9    (feet)  VERTCON   
 GA2377  ___________________________________________________________________
 GA2377  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2377
 GA2377  VERT ORDER  -  ? (See Below)
 GA2377
 GA2377.The horizontal coordinates were scaled from a topographic map and have
 GA2377.an estimated accuracy of +/- 6 seconds.
 GA2377
 GA2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2377.The vertical order pertains to the NGVD 29 superseded value.
 GA2377
 GA2377.The geoid height was determined by GEOID03.
 GA2377
 GA2377;                    North         East    Units  Estimated Accuracy
 GA2377;SPC TN       -   190,150.      817,100.      MT  (+/- 180 meters Scaled)
 GA2377
 GA2377                          SUPERSEDED SURVEY CONTROL
 GA2377
 GA2377  NGVD 29 (??/??/92)  347.310  (m)         1139.47   (f) ADJ UNCH    ?  
 GA2377
 GA2377.Superseded values are not recommended for survey control.
 GA2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2377.See file dsdata.txt to determine how the superseded data were derived.
 GA2377
 GA2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV665896(NAD 83)
 GA2377_MARKER: DD = SURVEY DISK
 GA2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2377+STABILITY: SURFACE MOTION
 GA2377
 GA2377  HISTORY     - Date     Condition        Report By
 GA2377  HISTORY     - UNK      MONUMENTED       TVA
 GA2377  HISTORY     - 1936     GOOD             TVA
 GA2377  HISTORY     - 1961     POOR             NGS
 GA2377
 GA2377                          STATION DESCRIPTION
 GA2377
 GA2377'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2377'3.5 MI W FROM PIEDMONT.
 GA2377'3.5 MILES (AIRLINE) WEST OF PIEDMONT, JEFFERSON COUNTY, ON U.S.
 GA2377'HIGHWAY 70, AT THE JUNCTION OF A ROAD LEADING NORTH TO RUSSELL
 GA2377'GAP, 800 FEET WEST OF A TWO-STORY FARMHOUSE, 700 FEET NORTHEAST
 GA2377'OF AN OLD TWO-STORY BRICK HOUSE, 175 FEET NORTHEAST OF A 24-INCH
 GA2377'FORKED CHERRY TREE IN A HEDGEROW, 100 FEET EAST OF A 36-INCH
 GA2377'FORKED CHERRY TREE IN A HEDGEROW, ON THE CHERRY HILL SCHOOL
 GA2377'GROUNDS, IN FRONT OF AND AT THE SOUTHWEST CORNER OF THE SCHOOL
 GA2377'BUILDING, 49.8 FEET SOUTHEAST OF A 14-INCH MAPLE TREE, AND 59.9
 GA2377'FEET SOUTHEAST OF A 5-INCH MAPLE TREE.  A TENNESSEE VALLEY
 GA2377'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA2377'NOTE-- CAP IS BROKEN OFF OF MONUMENT BUT STILL IN POSITION.
 GA2377'THIS IS A 1961 REPORT.
 GA2377
 GA2377                          STATION RECOVERY (1961)
 GA2377
 GA2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2377'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2378 ***********************************************************************
 GA2378  DESIGNATION -  SN 42
 GA2378  PID         -  GA2378
 GA2378  STATE/COUNTY-  TN/JEFFERSON
 GA2378  USGS QUAD   -  NEW MARKET (1987)
 GA2378
 GA2378                         *CURRENT SURVEY CONTROL
 GA2378  ___________________________________________________________________
 GA2378* NAD 83(1986)-  36 01 36.     (N)    083 34 24.     (W)     SCALED    
 GA2378* NAVD 88     -       350.14   (+/-2cm)    1148.8    (feet)  VERTCON   
 GA2378  ___________________________________________________________________
 GA2378  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2378
 GA2378  VERT ORDER  -  ? (See Below)
 GA2378
 GA2378.The horizontal coordinates were scaled from a topographic map and have
 GA2378.an estimated accuracy of +/- 6 seconds.
 GA2378
 GA2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2378.The vertical order pertains to the NGVD 29 superseded value.
 GA2378
 GA2378.The geoid height was determined by GEOID03.
 GA2378
 GA2378;                    North         East    Units  Estimated Accuracy
 GA2378;SPC TN       -   190,590.      818,690.      MT  (+/- 180 meters Scaled)
 GA2378
 GA2378                          SUPERSEDED SURVEY CONTROL
 GA2378
 GA2378  NGVD 29 (??/??/92)  350.291  (m)         1149.25   (f) ADJ UNCH    ?  
 GA2378
 GA2378.Superseded values are not recommended for survey control.
 GA2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2378.See file dsdata.txt to determine how the superseded data were derived.
 GA2378
 GA2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV681899(NAD 83)
 GA2378_MARKER: DD = SURVEY DISK
 GA2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2378+STABILITY: SURFACE MOTION
 GA2378
 GA2378  HISTORY     - Date     Condition        Report By
 GA2378  HISTORY     - UNK      MONUMENTED       TVA
 GA2378  HISTORY     - 1936     GOOD             TVA
 GA2378  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2378
 GA2378                          STATION DESCRIPTION
 GA2378
 GA2378'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2378'2.4 MI W FROM PIEDMONT.
 GA2378'2.4 MILES (AIRLINE) WEST OF PIEDMONT, JEFFERSON COUNTY, ON U.S.
 GA2378'HIGHWAY 70, 600 FEET EAST OF THE INTERSECTION OF THE MC CAMPBELL
 GA2378'CREEK ROAD, ON THE PROPERTY OF MRS. H.P. MC CAMPBELL, 700 FEET
 GA2378'NORTHWEST OF A TWO-STORY FARMHOUSE, 500 FEET SOUTHEAST OF A LARGE
 GA2378'BARN, 175 FEET NORTHEAST OF A SPRING UNDER A LARGE BEECH TREE,
 GA2378'80 FEET NORTHEAST OF A HIGHWAY-MARKER POST, 31 FEET SOUTHWEST OF
 GA2378'A 16-INCH LOCUST TREE, 20.6 FEET SOUTH OF A 12-INCH POPLAR TREE,
 GA2378'ON THE NORTH SIDE OF THE HIGHWAY, AND BETWEEN A FARM ROAD AND
 GA2378'THE BOARD FENCE ALONG THE SOUTH EDGE OF AN OAK GROVE.  A
 GA2378'TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA2378'CONCRETE POST.
 GA2378
 GA2378                          STATION RECOVERY (1961)
 GA2378
 GA2378'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2379 ***********************************************************************
 GA2379  DESIGNATION -  SN 43
 GA2379  PID         -  GA2379
 GA2379  STATE/COUNTY-  TN/JEFFERSON
 GA2379  USGS QUAD   -  NEW MARKET (1987)
 GA2379
 GA2379                         *CURRENT SURVEY CONTROL
 GA2379  ___________________________________________________________________
 GA2379* NAD 83(1986)-  36 01 14.     (N)    083 33 07.     (W)     SCALED    
 GA2379* NAVD 88     -       333.64   (+/-2cm)    1094.6    (feet)  VERTCON   
 GA2379  ___________________________________________________________________
 GA2379  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2379
 GA2379  VERT ORDER  -  ? (See Below)
 GA2379
 GA2379.The horizontal coordinates were scaled from a topographic map and have
 GA2379.an estimated accuracy of +/- 6 seconds.
 GA2379
 GA2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2379.The vertical order pertains to the NGVD 29 superseded value.
 GA2379
 GA2379.The geoid height was determined by GEOID03.
 GA2379
 GA2379;                    North         East    Units  Estimated Accuracy
 GA2379;SPC TN       -   189,960.      820,640.      MT  (+/- 180 meters Scaled)
 GA2379
 GA2379                          SUPERSEDED SURVEY CONTROL
 GA2379
 GA2379  NGVD 29 (??/??/92)  333.801  (m)         1095.15   (f) ADJ UNCH    ?  
 GA2379
 GA2379.Superseded values are not recommended for survey control.
 GA2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2379.See file dsdata.txt to determine how the superseded data were derived.
 GA2379
 GA2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV700892(NAD 83)
 GA2379_MARKER: DD = SURVEY DISK
 GA2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2379_STAMPING: SN 43
 GA2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2379+STABILITY: SURFACE MOTION
 GA2379
 GA2379  HISTORY     - Date     Condition        Report By
 GA2379  HISTORY     - UNK      MONUMENTED       TVA
 GA2379  HISTORY     - 1936     GOOD             TVA
 GA2379  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2379
 GA2379                          STATION DESCRIPTION
 GA2379
 GA2379'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2379'1.4 MI W FROM PIEDMONT.
 GA2379'1.4 MILES WEST OF PIEDMONT, JEFFERSON COUNTY, ON U.S. HIGHWAY 70,
 GA2379'AT THE INTERSECTION OF THE ROCKY VALLEY ROAD, IN THE NORTHWEST CORNER
 GA2379'OF THE INTERSECTION, 300 FEET SOUTH OF A ONE-STORY FARMHOUSE IN
 GA2379'A GROVE, 200 FEET SOUTHWEST OF ANOTHER ONE-STORY FARMHOUSE,
 GA2379'175 FEET EAST OF A THIRD ONE-STORY FARMHOUSE, 175 FEET SOUTHEAST
 GA2379'OF A SPRING, 160 FEET NORTH OF A 12-INCH WALNUT TREE IN THE
 GA2379'NORTHEAST CORNER OF THE ROAD INTERSECTION, 48.1 FEET NORTH OF THE
 GA2379'NORTHEAST CORNER OF A CULVERT UNDER THE HIGHWAY, 50 FEET
 GA2379'SOUTHEAST OF A 30-INCH CHESTNUT OAK TREE, 46.5 FEET SOUTHWEST OF
 GA2379'A VACANT POST AT A BEND IN THE FENCE, ON THE WEST SIDE OF THE
 GA2379'COUNTY ROAD, AND BETWEEN THE FENCE BESIDE A SMALL STREAM AND THE
 GA2379'WEST SIDE OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA2379'DISK, STAMPED SN 43 AND SET IN THE TOP OF A CONCRETE POST.
 GA2379
 GA2379                          STATION RECOVERY (1961)
 GA2379
 GA2379'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2380 ***********************************************************************
 GA2380  DESIGNATION -  SN 44
 GA2380  PID         -  GA2380
 GA2380  STATE/COUNTY-  TN/JEFFERSON
 GA2380  USGS QUAD   -  NEW MARKET (1987)
 GA2380
 GA2380                         *CURRENT SURVEY CONTROL
 GA2380  ___________________________________________________________________
 GA2380* NAD 83(1986)-  36 01 22.     (N)    083 31 51.     (W)     SCALED    
 GA2380* NAVD 88     -       312.21   (+/-2cm)    1024.3    (feet)  VERTCON   
 GA2380  ___________________________________________________________________
 GA2380  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2380
 GA2380  VERT ORDER  -  ? (See Below)
 GA2380
 GA2380.The horizontal coordinates were scaled from a topographic map and have
 GA2380.an estimated accuracy of +/- 6 seconds.
 GA2380
 GA2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2380.The vertical order pertains to the NGVD 29 superseded value.
 GA2380
 GA2380.The geoid height was determined by GEOID03.
 GA2380
 GA2380;                    North         East    Units  Estimated Accuracy
 GA2380;SPC TN       -   190,250.      822,530.      MT  (+/- 180 meters Scaled)
 GA2380
 GA2380                          SUPERSEDED SURVEY CONTROL
 GA2380
 GA2380  NGVD 29 (??/??/92)  312.373  (m)         1024.84   (f) ADJ UNCH    ?  
 GA2380
 GA2380.Superseded values are not recommended for survey control.
 GA2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2380.See file dsdata.txt to determine how the superseded data were derived.
 GA2380
 GA2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV719894(NAD 83)
 GA2380_MARKER: DD = SURVEY DISK
 GA2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2380_STAMPING: SN 44
 GA2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2380+STABILITY: SURFACE MOTION
 GA2380
 GA2380  HISTORY     - Date     Condition        Report By
 GA2380  HISTORY     - UNK      MONUMENTED       TVA
 GA2380  HISTORY     - 1936     GOOD             TVA
 GA2380
 GA2380                          STATION DESCRIPTION
 GA2380
 GA2380'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2380'0.3 MI SW FROM PIEDMONT.
 GA2380'0.3 MILE SOUTHWEST ALONG A COUNTY ROAD LEADING TO DUMPLIN FROM
 GA2380'PIEDMONT, JEFFERSON COUNTY, ON U.S. HIGHWAY 70, 350 FEET EAST
 GA2380'OF THE INTERSECTION OF U.S. HIGHWAY 70 AND THE DUMPLIN ROAD, 400
 GA2380'FEET SOUTH OF AN OLD WOODEN BRIDGE ON THE COUNTY ROAD, IN A
 GA2380'BOULDER-COVERED PASTURE LOT IN THE SOUTHEAST QUARTER OF THE ROAD
 GA2380'INTERSECTION, 500 FEET EAST OF A LARGE BARN IN THE NORTHWEST
 GA2380'QUARTER OF THE INTERSECTION, 100 FEET NORTHEAST OF A 12-INCH
 GA2380'CEDAR TREE, 29.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GA2380'TWO-BARREL CULVERT UNDER THE HIGHWAY, AND 7.5 FEET NORTHWEST OF
 GA2380'A 20-INCH SCAR-SIDED WALNUT TREE.  A TENNESSEE VALLEY AUTHORITY
 GA2380'STANDARD DISK, STAMPED SN 44 AND SET IN THE TOP OF A CONCRETE
 GA2380'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2392 ***********************************************************************
 GA2392  DESIGNATION -  SN 45
 GA2392  PID         -  GA2392
 GA2392  STATE/COUNTY-  TN/JEFFERSON
 GA2392  USGS QUAD   -  NEW MARKET (1987)
 GA2392
 GA2392                         *CURRENT SURVEY CONTROL
 GA2392  ___________________________________________________________________
 GA2392* NAD 83(1986)-  36 01 42.     (N)    083 32 25.     (W)     SCALED    
 GA2392* NAVD 88     -       328.24   (+/-2cm)    1076.9    (feet)  VERTCON   
 GA2392  ___________________________________________________________________
 GA2392  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2392
 GA2392  VERT ORDER  -  ? (See Below)
 GA2392
 GA2392.The horizontal coordinates were scaled from a topographic map and have
 GA2392.an estimated accuracy of +/- 6 seconds.
 GA2392
 GA2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2392.The vertical order pertains to the NGVD 29 superseded value.
 GA2392
 GA2392.The geoid height was determined by GEOID03.
 GA2392
 GA2392;                    North         East    Units  Estimated Accuracy
 GA2392;SPC TN       -   190,850.      821,670.      MT  (+/- 180 meters Scaled)
 GA2392
 GA2392                          SUPERSEDED SURVEY CONTROL
 GA2392
 GA2392  NGVD 29 (??/??/92)  328.397  (m)         1077.42   (f) ADJ UNCH    ?  
 GA2392
 GA2392.Superseded values are not recommended for survey control.
 GA2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2392.See file dsdata.txt to determine how the superseded data were derived.
 GA2392
 GA2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV711900(NAD 83)
 GA2392_MARKER: DD = SURVEY DISK
 GA2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2392_STAMPING: SN 45
 GA2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2392+STABILITY: SURFACE MOTION
 GA2392
 GA2392  HISTORY     - Date     Condition        Report By
 GA2392  HISTORY     - UNK      MONUMENTED       TVA
 GA2392  HISTORY     - 1936     GOOD             TVA
 GA2392
 GA2392                          STATION DESCRIPTION
 GA2392
 GA2392'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2392'0.7 MI NW FROM PIEDMONT.
 GA2392'0.7 MILE NORTHWEST ALONG A COUNTY ROAD (THE WILLIARDTOWN ROAD)
 GA2392'FROM PIEDMONT, JEFFERSON COUNTY, AT THE INTERSECTION OF THE
 GA2392'ROCKY VALLEY CHURCH ROAD, 100 FEET SOUTHWEST OF A ONE-STORY STORE
 GA2392'BUILDING, 37.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 GA2392'ONE-STORY FARMHOUSE, 50 FEET WEST OF A 10-INCH CEDAR TREE, 15.4
 GA2392'FEET SOUTHEAST OF AN 18-INCH FORKED APPLE TREE, AT THE BASE OF
 GA2392'A POLE, IN THE FRONT YARD OF THE FARMHOUSE, AND BETWEEN THE
 GA2392'FARMHOUSE AND THE STORE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA2392'DISK, STAMPED SN 45 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2391 ***********************************************************************
 GA2391  DESIGNATION -  SN 46
 GA2391  PID         -  GA2391
 GA2391  STATE/COUNTY-  TN/JEFFERSON
 GA2391  USGS QUAD   -  NEW MARKET (1987)
 GA2391
 GA2391                         *CURRENT SURVEY CONTROL
 GA2391  ___________________________________________________________________
 GA2391* NAD 83(1986)-  36 02 23.     (N)    083 32 34.     (W)     SCALED    
 GA2391* NAVD 88     -       353.65   (+/-2cm)    1160.3    (feet)  VERTCON   
 GA2391  ___________________________________________________________________
 GA2391  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2391
 GA2391  VERT ORDER  -  ? (See Below)
 GA2391
 GA2391.The horizontal coordinates were scaled from a topographic map and have
 GA2391.an estimated accuracy of +/- 6 seconds.
 GA2391
 GA2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2391.The vertical order pertains to the NGVD 29 superseded value.
 GA2391
 GA2391.The geoid height was determined by GEOID03.
 GA2391
 GA2391;                    North         East    Units  Estimated Accuracy
 GA2391;SPC TN       -   192,100.      821,410.      MT  (+/- 180 meters Scaled)
 GA2391
 GA2391                          SUPERSEDED SURVEY CONTROL
 GA2391
 GA2391  NGVD 29 (??/??/92)  353.802  (m)         1160.77   (f) ADJ UNCH    ?  
 GA2391
 GA2391.Superseded values are not recommended for survey control.
 GA2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2391.See file dsdata.txt to determine how the superseded data were derived.
 GA2391
 GA2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV709913(NAD 83)
 GA2391_MARKER: DD = SURVEY DISK
 GA2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2391_STAMPING: SN 46
 GA2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2391+STABILITY: SURFACE MOTION
 GA2391
 GA2391  HISTORY     - Date     Condition        Report By
 GA2391  HISTORY     - UNK      MONUMENTED       TVA
 GA2391  HISTORY     - 1936     GOOD             TVA
 GA2391
 GA2391                          STATION DESCRIPTION
 GA2391
 GA2391'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2391'1.3 MI NW FROM PIEDMONT.
 GA2391'1.3 MILES NORTHWEST ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2391'COUNTY, 1.4 MILES SOUTH OF ROCKY VALLEY CHURCH, AT THE JUNCTION OF
 GA2391'THE ROCKY GAP ROAD LEADING WEST, 350 FEET NORTHWEST OF A ONE-STORY
 GA2391'FARMHOUSE, 85 FEET SOUTHEAST OF A BRIDGE ON THE ROCKY GAP ROAD
 GA2391'NEAR A CREEK INTERSECTION, 75 FEET SOUTHWEST OF THE ROAD JUNCTION,
 GA2391'50 FEET EAST OF 8-INCH TWIN LOCUST TREES, AT THE NORTH END OF A
 GA2391'ROW OF THREE APPLE TREES, 29.6 FEET NORTHWEST OF THE MIDDLE TREE,
 GA2391'11.1 FEET WEST OF THE END TREE, AND IN A WEED LOT.  A TENNESSEE
 GA2391'VALLEY AUTHORITY STANDARD DISK, STAMPED SN 46 AND SET IN THE TOP
 GA2391'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2390 ***********************************************************************
 GA2390  DESIGNATION -  SN 48
 GA2390  PID         -  GA2390
 GA2390  STATE/COUNTY-  TN/JEFFERSON
 GA2390  USGS QUAD   -  NEW MARKET (1987)
 GA2390
 GA2390                         *CURRENT SURVEY CONTROL
 GA2390  ___________________________________________________________________
 GA2390* NAD 83(1986)-  36 03 33.     (N)    083 32 51.     (W)     SCALED    
 GA2390* NAVD 88     -       332.24   (+/-2cm)    1090.0    (feet)  VERTCON   
 GA2390  ___________________________________________________________________
 GA2390  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2390
 GA2390  VERT ORDER  -  ? (See Below)
 GA2390
 GA2390.The horizontal coordinates were scaled from a topographic map and have
 GA2390.an estimated accuracy of +/- 6 seconds.
 GA2390
 GA2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2390.The vertical order pertains to the NGVD 29 superseded value.
 GA2390
 GA2390.The geoid height was determined by GEOID03.
 GA2390
 GA2390;                    North         East    Units  Estimated Accuracy
 GA2390;SPC TN       -   194,250.      820,930.      MT  (+/- 180 meters Scaled)
 GA2390
 GA2390                          SUPERSEDED SURVEY CONTROL
 GA2390
 GA2390  NGVD 29 (??/??/92)  332.387  (m)         1090.51   (f) ADJ UNCH    ?  
 GA2390
 GA2390.Superseded values are not recommended for survey control.
 GA2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2390.See file dsdata.txt to determine how the superseded data were derived.
 GA2390
 GA2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV705935(NAD 83)
 GA2390_MARKER: DD = SURVEY DISK
 GA2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2390_STAMPING: SN 48
 GA2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2390+STABILITY: SURFACE MOTION
 GA2390
 GA2390  HISTORY     - Date     Condition        Report By
 GA2390  HISTORY     - UNK      MONUMENTED       TVA
 GA2390  HISTORY     - 1936     GOOD             TVA
 GA2390  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2390
 GA2390                          STATION DESCRIPTION
 GA2390
 GA2390'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2390'2.7 MI N FROM PIEDMONT.
 GA2390'2.7 MILES NORTH ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2390'COUNTY, 0.1 MILE SOUTH OF THE JUNCTION OF A COUNTY ROAD LEADING
 GA2390'EAST, 600 FEET SOUTHWEST OF A TWO-STORY FARMHOUSE, 425 FEET
 GA2390'SOUTHWEST OF A LARGE BARN IN THE NORTHEAST FORK OF THE ROAD, 350
 GA2390'FEET NORTHWEST OF A ONE-STORY FARMHOUSE, AT ROCKY VALLEY CHURCH,
 GA2390'ON THE NORTH PROPERTY LINE OF THE CHURCHYARD, 67.6 FEET NORTHEAST
 GA2390'OF THE NORTHWEST CORNER OF THE CHURCH, 66.5 FEET NORTHWEST OF
 GA2390'THE NORTHEAST CORNER, 70 FEET NORTHWEST OF A 20-INCH WALNUT TREE,
 GA2390'ON THE WEST SIDE OF THE ROAD, 40 FEET WEST OF A SOUTHEAST FENCE
 GA2390'CORNER, AND IN AN EAST-AND-WEST FENCE LINE.  A TENNESSEE VALLEY
 GA2390'AUTHORITY STANDARD DISK, STAMPED SN 48 AND SET IN THE TOP OF A
 GA2390'CONCRETE POST.
 GA2390
 GA2390                          STATION RECOVERY (1961)
 GA2390
 GA2390'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2388 ***********************************************************************
 GA2388  DESIGNATION -  SN 49
 GA2388  PID         -  GA2388
 GA2388  STATE/COUNTY-  TN/JEFFERSON
 GA2388  USGS QUAD   -  NEW MARKET (1987)
 GA2388
 GA2388                         *CURRENT SURVEY CONTROL
 GA2388  ___________________________________________________________________
 GA2388* NAD 83(1986)-  36 03 32.     (N)    083 34 13.     (W)     SCALED    
 GA2388* NAVD 88     -       309.56   (+/-2cm)    1015.6    (feet)  VERTCON   
 GA2388  ___________________________________________________________________
 GA2388  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2388
 GA2388  VERT ORDER  -  ? (See Below)
 GA2388
 GA2388.The horizontal coordinates were scaled from a topographic map and have
 GA2388.an estimated accuracy of +/- 6 seconds.
 GA2388
 GA2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2388.The vertical order pertains to the NGVD 29 superseded value.
 GA2388
 GA2388.The geoid height was determined by GEOID03.
 GA2388
 GA2388;                    North         East    Units  Estimated Accuracy
 GA2388;SPC TN       -   194,170.      818,880.      MT  (+/- 180 meters Scaled)
 GA2388
 GA2388                          SUPERSEDED SURVEY CONTROL
 GA2388
 GA2388  NGVD 29 (??/??/92)  309.704  (m)         1016.09   (f) ADJ UNCH    ?  
 GA2388
 GA2388.Superseded values are not recommended for survey control.
 GA2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2388.See file dsdata.txt to determine how the superseded data were derived.
 GA2388
 GA2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV684935(NAD 83)
 GA2388_MARKER: DD = SURVEY DISK
 GA2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2388_STAMPING: SN 49
 GA2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2388+STABILITY: SURFACE MOTION
 GA2388
 GA2388  HISTORY     - Date     Condition        Report By
 GA2388  HISTORY     - UNK      MONUMENTED       TVA
 GA2388  HISTORY     - 1936     GOOD             TVA
 GA2388  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2388
 GA2388                          STATION DESCRIPTION
 GA2388
 GA2388'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2388'1.2 MI W FROM FRIENDS STATION.
 GA2388'1.2 MILES WEST ALONG U.S. HIGHWAY 11 E FROM FRIENDS STATION,
 GA2388'JEFFERSON COUNTY, 2.1 MILES SOUTH ALONG THE SOURWOOD MOUNTAIN
 GA2388'COUNTY ROAD, AND 1.8 MILES EAST ALONG THE ROCKY VALLEY CHURCH
 GA2388'COUNTY ROAD, 1.3 MILES WEST OF ROCKY VALLEY CHURCH, AT THE
 GA2388'JUNCTION OF A ROAD LEADING NORTH TO FRIENDS STATION, 600 FEET
 GA2388'SOUTHEAST OF A ONE-STORY FARMHOUSE, 425 FEET NORTH OF A SPRING
 GA2388'HOUSE, 400 FEET NORTHWEST OF A TWO-STORY FARMHOUSE, 400 FEET
 GA2388'NORTHWEST OF A GARAGE, 125 FEET SOUTHWEST OF THE ROAD JUNCTION,
 GA2388'67.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A CULVERT, ON THE SOUTH
 GA2388'SIDE OF THE COUNTY ROAD, SOUTH OF A FENCE CORNER, AND IN THE
 GA2388'FENCE LINE ON THE PASTURE SIDE OF THE FENCE.  A TENNESSEE VALLEY
 GA2388'AUTHORITY STANDARD DISK, STAMPED SN 49 AND SET IN THE TOP OF A
 GA2388'CONCRETE POST.
 GA2388
 GA2388                          STATION RECOVERY (1961)
 GA2388
 GA2388'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2387 ***********************************************************************
 GA2387  DESIGNATION -  SN 50
 GA2387  PID         -  GA2387
 GA2387  STATE/COUNTY-  TN/JEFFERSON
 GA2387  USGS QUAD   -  NEW MARKET (1987)
 GA2387
 GA2387                         *CURRENT SURVEY CONTROL
 GA2387  ___________________________________________________________________
 GA2387* NAD 83(1986)-  36 03 44.     (N)    083 34 59.     (W)     SCALED    
 GA2387* NAVD 88     -       299.34   (+/-2cm)     982.1    (feet)  VERTCON   
 GA2387  ___________________________________________________________________
 GA2387  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2387
 GA2387  VERT ORDER  -  ? (See Below)
 GA2387
 GA2387.The horizontal coordinates were scaled from a topographic map and have
 GA2387.an estimated accuracy of +/- 6 seconds.
 GA2387
 GA2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2387.The vertical order pertains to the NGVD 29 superseded value.
 GA2387
 GA2387.The geoid height was determined by GEOID03.
 GA2387
 GA2387;                    North         East    Units  Estimated Accuracy
 GA2387;SPC TN       -   194,510.      817,720.      MT  (+/- 180 meters Scaled)
 GA2387
 GA2387                          SUPERSEDED SURVEY CONTROL
 GA2387
 GA2387  NGVD 29 (??/??/92)  299.486  (m)          982.56   (f) ADJ UNCH    ?  
 GA2387
 GA2387.Superseded values are not recommended for survey control.
 GA2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2387.See file dsdata.txt to determine how the superseded data were derived.
 GA2387
 GA2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV673939(NAD 83)
 GA2387_MARKER: DD = SURVEY DISK
 GA2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2387_STAMPING: SN 50
 GA2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2387+STABILITY: SURFACE MOTION
 GA2387
 GA2387  HISTORY     - Date     Condition        Report By
 GA2387  HISTORY     - UNK      MONUMENTED       TVA
 GA2387  HISTORY     - 1936     GOOD             TVA
 GA2387
 GA2387                          STATION DESCRIPTION
 GA2387
 GA2387'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2387'1.2 MI W FROM FRIENDS STATION.
 GA2387'1.2 MILES WEST ALONG U.S. HIGHWAY 11 E FROM FRIENDS STATION,
 GA2387'JEFFERSON COUNTY, 2.1 MILES SOUTH ALONG THE SOURWOOD MOUNTAIN
 GA2387'COUNTY ROAD, AND 1 MILE EAST ALONG THE ROCKY VALLEY CHURCH COUNTY
 GA2387'ROAD, 2 MILES NORTHWEST OF ROCKY VALLEY CHURCH, 0.1 MILE WEST
 GA2387'OF A RIGHT-ANGLE TURN IN THE ROAD, 700 FEET NORTHWEST OF A LARGE
 GA2387'BARN, 175 FEET SOUTHWEST OF A SINK, 78.2 FEET NORTHWEST OF A
 GA2387'14-INCH FORKED ELM TREE, 73.7 FEET SOUTH OF AN 18-INCH ELM TREE,
 GA2387'AT THE JUNCTION OF A FARM ROAD, 60 FEET NORTHWEST OF A SOUTHEAST
 GA2387'FENCE CORNER, ON THE NORTH SIDE OF THE COUNTY ROAD, ON THE WEST
 GA2387'SIDE OF THE FARM ROAD, AND IN A NORTH-AND-SOUTH FENCE LINE.  A
 GA2387'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED SN 50 AND SET
 GA2387'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2386 ***********************************************************************
 GA2386  DESIGNATION -  SN 51
 GA2386  PID         -  GA2386
 GA2386  STATE/COUNTY-  TN/JEFFERSON
 GA2386  USGS QUAD   -  NEW MARKET (1987)
 GA2386
 GA2386                         *CURRENT SURVEY CONTROL
 GA2386  ___________________________________________________________________
 GA2386* NAD 83(1986)-  36 03 56.     (N)    083 36 00.     (W)     SCALED    
 GA2386* NAVD 88     -       297.38   (+/-2cm)     975.7    (feet)  VERTCON   
 GA2386  ___________________________________________________________________
 GA2386  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2386
 GA2386  VERT ORDER  -  ? (See Below)
 GA2386
 GA2386.The horizontal coordinates were scaled from a topographic map and have
 GA2386.an estimated accuracy of +/- 6 seconds.
 GA2386
 GA2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2386.The vertical order pertains to the NGVD 29 superseded value.
 GA2386
 GA2386.The geoid height was determined by GEOID03.
 GA2386
 GA2386;                    North         East    Units  Estimated Accuracy
 GA2386;SPC TN       -   194,840.      816,180.      MT  (+/- 180 meters Scaled)
 GA2386
 GA2386                          SUPERSEDED SURVEY CONTROL
 GA2386
 GA2386  NGVD 29 (??/??/92)  297.525  (m)          976.13   (f) ADJ UNCH    ?  
 GA2386
 GA2386.Superseded values are not recommended for survey control.
 GA2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2386.See file dsdata.txt to determine how the superseded data were derived.
 GA2386
 GA2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV658943(NAD 83)
 GA2386_MARKER: DD = SURVEY DISK
 GA2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2386_STAMPING: SN 51
 GA2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2386+STABILITY: SURFACE MOTION
 GA2386
 GA2386  HISTORY     - Date     Condition        Report By
 GA2386  HISTORY     - UNK      MONUMENTED       TVA
 GA2386  HISTORY     - 1936     GOOD             TVA
 GA2386
 GA2386                          STATION DESCRIPTION
 GA2386
 GA2386'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2386'1.2 MI W FROM FRIENDS STATION.
 GA2386'1.2 MILES WEST ALONG U.S. HIGHWAY 11 E FROM FRIENDS STATION,
 GA2386'JEFFERSON COUNTY, 2.1 MILES SOUTH ALONG THE SOURWOOD MOUNTAIN
 GA2386'COUNTY ROAD, AT THE JUNCTION OF THE CEDAR GROVE CHURCH ROAD, 100
 GA2386'FEET SOUTHEAST OF THE JUNCTION, 350 FEET SOUTHEAST OF A ONE-STORY
 GA2386'FARMHOUSE, 200 FEET NORTHEAST OF A 14-INCH WALNUT TREE, 125 FEET
 GA2386'NORTHWEST OF A POND, 86 FEET WEST OF A 6-INCH TWIN HACKBERRY TREE,
 GA2386'80 FEET NORTHEAST OF A 4-INCH CEDAR TREE, 36.2 FEET NORTHWEST OF
 GA2386'A 26-INCH ELM TREE, IN AN OPEN PASTURE FIELD, AND BETWEEN THE
 GA2386'POND AND THE FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA2386'DISK, STAMPED SN 51 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2385 ***********************************************************************
 GA2385  DESIGNATION -  SN 52
 GA2385  PID         -  GA2385
 GA2385  STATE/COUNTY-  TN/JEFFERSON
 GA2385  USGS QUAD   -  NEW MARKET (1987)
 GA2385
 GA2385                         *CURRENT SURVEY CONTROL
 GA2385  ___________________________________________________________________
 GA2385* NAD 83(1986)-  36 04 33.     (N)    083 35 40.     (W)     SCALED    
 GA2385* NAVD 88     -       319.41   (+/-2cm)    1047.9    (feet)  VERTCON   
 GA2385  ___________________________________________________________________
 GA2385  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2385
 GA2385  VERT ORDER  -  ? (See Below)
 GA2385
 GA2385.The horizontal coordinates were scaled from a topographic map and have
 GA2385.an estimated accuracy of +/- 6 seconds.
 GA2385
 GA2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2385.The vertical order pertains to the NGVD 29 superseded value.
 GA2385
 GA2385.The geoid height was determined by GEOID03.
 GA2385
 GA2385;                    North         East    Units  Estimated Accuracy
 GA2385;SPC TN       -   195,990.      816,660.      MT  (+/- 180 meters Scaled)
 GA2385
 GA2385                          SUPERSEDED SURVEY CONTROL
 GA2385
 GA2385  NGVD 29 (??/??/92)  319.556  (m)         1048.41   (f) ADJ UNCH    ?  
 GA2385
 GA2385.Superseded values are not recommended for survey control.
 GA2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2385.See file dsdata.txt to determine how the superseded data were derived.
 GA2385
 GA2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV663954(NAD 83)
 GA2385_MARKER: DD = SURVEY DISK
 GA2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2385_STAMPING: SN 52
 GA2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2385+STABILITY: SURFACE MOTION
 GA2385
 GA2385  HISTORY     - Date     Condition        Report By
 GA2385  HISTORY     - UNK      MONUMENTED       TVA
 GA2385  HISTORY     - 1936     GOOD             TVA
 GA2385
 GA2385                          STATION DESCRIPTION
 GA2385
 GA2385'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2385'1.2 MI W FROM FRIENDS STATION.
 GA2385'1.2 MILES WEST ALONG U.S. HIGHWAY 11 E FROM FRIENDS STATION,
 GA2385'JEFFERSON COUNTY, 1.2 MILES SOUTH ALONG THE SOURWOOD MOUNTAIN
 GA2385'COUNTY ROAD, AT THE JUNCTION OF A FARM ROAD LEADING EAST, 650
 GA2385'FEET NORTH OF A LARGE BARN, 600 FEET SOUTH OF A SMALL BARN, 400
 GA2385'FEET NORTH OF TWIN 36-INCH DEAD CHESTNUT OAK TREES, 60 FEET
 GA2385'NORTHEAST OF A SMALL CULVERT UNDER THE COUNTY ROAD, 50 FEET
 GA2385'SOUTHEAST OF THE ROAD JUNCTION, ON THE EAST SIDE OF THE COUNTY
 GA2385'ROAD, 43.4 FEET SOUTHEAST OF A 4-INCH PINE TREE, 18.7 FEET
 GA2385'SOUTHWEST OF A 3-INCH TWIN SUMAC BUSH, AND SURROUNDED BY BUSHES
 GA2385'AND SMALL TREES.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA2385'STAMPED SN 52 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2194 ***********************************************************************
 GA2194  DESIGNATION -  SN 53
 GA2194  PID         -  GA2194
 GA2194  STATE/COUNTY-  TN/JEFFERSON
 GA2194  USGS QUAD   -  NEW MARKET (1987)
 GA2194
 GA2194                         *CURRENT SURVEY CONTROL
 GA2194  ___________________________________________________________________
 GA2194* NAD 83(1986)-  36 05 31.     (N)    083 36 03.     (W)     SCALED    
 GA2194* NAVD 88     -       290.434  (meters)     952.87   (feet)  ADJUSTED  
 GA2194  ___________________________________________________________________
 GA2194  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2194  DYNAMIC HT  -         290.168 (meters)     951.99  (feet)  COMP
 GA2194  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2194
 GA2194  VERT ORDER  -  FIRST     CLASS I
 GA2194
 GA2194.The horizontal coordinates were scaled from a topographic map and have
 GA2194.an estimated accuracy of +/- 6 seconds.
 GA2194
 GA2194.The orthometric height was determined by differential leveling
 GA2194.and adjusted by the National Geodetic Survey in June 1991..
 GA2194
 GA2194.The geoid height was determined by GEOID03.
 GA2194
 GA2194.The dynamic height is computed by dividing the NAVD 88
 GA2194.geopotential number by the normal gravity value computed on the
 GA2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2194.degrees latitude (g = 980.6199 gals.).
 GA2194
 GA2194.The modeled gravity was interpolated from observed gravity values.
 GA2194
 GA2194;                    North         East    Units  Estimated Accuracy
 GA2194;SPC TN       -   197,770.      816,040.      MT  (+/- 180 meters Scaled)
 GA2194
 GA2194                          SUPERSEDED SURVEY CONTROL
 GA2194
 GA2194  NGVD 29 (??/??/92)  290.570  (m)          953.31   (f) ADJ UNCH    1 1
 GA2194
 GA2194.Superseded values are not recommended for survey control.
 GA2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2194.See file dsdata.txt to determine how the superseded data were derived.
 GA2194
 GA2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV658972(NAD 83)
 GA2194_MARKER: DD = SURVEY DISK
 GA2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2194_STAMPING: SN 53 1937
 GA2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2194+STABILITY: SURFACE MOTION
 GA2194
 GA2194  HISTORY     - Date     Condition        Report By
 GA2194  HISTORY     - 1937     MONUMENTED       TVA
 GA2194  HISTORY     - 1967     GOOD             NGS
 GA2194
 GA2194                          STATION DESCRIPTION
 GA2194
 GA2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2194'5.2 MI E FROM STRAWBERRY PLAINS.
 GA2194'ABOUT 5.2 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2194'OFFICE AT STRAWBERRY PLAINS, ABOUT 50 YARDS NORTHWEST OF THE
 GA2194'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTH, 137 FEET NORTH
 GA2194'OF THE CENTER OF JUNCTION OF THE ROAD AND A DRIVEWAY TO LARGE
 GA2194'HOUSE, 12 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, IN AN
 GA2194'OLD FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 1/2
 GA2194'FEET ABOVE THE LEVEL OF THE DRIVEWAY AND SET IN THE TOP OF A
 GA2194'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2581 ***********************************************************************
 GA2581  DESIGNATION -  SN 7
 GA2581  PID         -  GA2581
 GA2581  STATE/COUNTY-  TN/KNOX
 GA2581  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2581
 GA2581                         *CURRENT SURVEY CONTROL
 GA2581  ___________________________________________________________________
 GA2581* NAD 83(1986)-  36 03 50.     (N)    083 55 30.     (W)     SCALED    
 GA2581* NAVD 88     -       323.568  (meters)    1061.57   (feet)  ADJUSTED  
 GA2581  ___________________________________________________________________
 GA2581  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2581  DYNAMIC HT  -         323.267 (meters)    1060.59  (feet)  COMP
 GA2581  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 GA2581
 GA2581  VERT ORDER  -  SECOND    CLASS 0
 GA2581
 GA2581.The horizontal coordinates were scaled from a topographic map and have
 GA2581.an estimated accuracy of +/- 6 seconds.
 GA2581
 GA2581.The orthometric height was determined by differential leveling
 GA2581.and adjusted by the National Geodetic Survey in June 1991..
 GA2581
 GA2581.The geoid height was determined by GEOID03.
 GA2581
 GA2581.The dynamic height is computed by dividing the NAVD 88
 GA2581.geopotential number by the normal gravity value computed on the
 GA2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2581.degrees latitude (g = 980.6199 gals.).
 GA2581
 GA2581.The modeled gravity was interpolated from observed gravity values.
 GA2581
 GA2581;                    North         East    Units  Estimated Accuracy
 GA2581;SPC TN       -   193,990.      786,920.      MT  (+/- 180 meters Scaled)
 GA2581
 GA2581                          SUPERSEDED SURVEY CONTROL
 GA2581
 GA2581  NGVD 29 (??/??/92)  323.683  (m)         1061.95   (f) ADJ UNCH    2 0
 GA2581
 GA2581.Superseded values are not recommended for survey control.
 GA2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2581.See file dsdata.txt to determine how the superseded data were derived.
 GA2581
 GA2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV365949(NAD 83)
 GA2581_MARKER: Z = SEE DESCRIPTION
 GA2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2581_STAMPING: SN 7 1937
 GA2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2581+STABILITY: SURFACE MOTION
 GA2581
 GA2581  HISTORY     - Date     Condition        Report By
 GA2581  HISTORY     - 1937     MONUMENTED       TVA
 GA2581  HISTORY     - 1964     GOOD             TNHD
 GA2581  HISTORY     - 1980     GOOD             NGS
 GA2581
 GA2581                          STATION DESCRIPTION
 GA2581
 GA2581'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2581'6.5 MI N FROM KNOXVILLE.
 GA2581'FROM THE POST OFFICE IN HALLS CROSSROADS, GO SOUTH ON U.S.
 GA2581'HIGHWAY 441 FOR 0.7 MILE TO THE MARK ON THE LEFT.  THE MARK IS
 GA2581'ABOUT 230 FEET SOUTH OF THE BRIGHT HOPE METHODIST CHURCH, 45
 GA2581'FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH-BOUND LANE OF
 GA2581'U.S. HIGHWAY 441, 14 FEET NORTHEAST OF THE NORTH END OF A CONCRETE
 GA2581'CULVERT, 2 FEET WEST OF A FENCE AND 6 INCHES NORTHWEST OF A METAL
 GA2581'WITNESS POST WITH SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY
 GA2581'SURVEY MARKER SET IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING
 GA2581'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 GA2581
 GA2581                          STATION RECOVERY (1980)
 GA2581
 GA2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2581'3.4 MILES NORTH ALONG U.S. HIGHWAY 441 FROM ITS JUNCTION WITH
 GA2581'INTERSTATE HIGHWAY 640, THE MONUMENT HAS METAL IN IT, 71 FEET WEST OF
 GA2581'A POWER LINE TRANSFORMER POLE , 42 FEET EAST OF THE CENTERLINE OF THE
 GA2581'NORTH BOUND LANE OF THE HIGHWAY, 14 FEET SOUTH OF CENTERLINE OF A
 GA2581'GRAVELED DRIVEWAY TO A CARPET SHOP ABOUT 1 FOOT UNDERGROUND AND 50
 GA2581'FEET NORTH OF A FIRE HYDRANT. A STANDARD TVA DISK SET IN THE TOP OF A
 GA2581'CONCRETE POST. 2 METAL PINS DRIVEN BESIDE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0788 ***********************************************************************
 GB0788  DESIGNATION -  SNAG
 GB0788  PID         -  GB0788
 GB0788  STATE/COUNTY-  TN/ANDERSON
 GB0788  USGS QUAD   -  POWELL (1976)
 GB0788
 GB0788                         *CURRENT SURVEY CONTROL
 GB0788  ___________________________________________________________________
 GB0788* NAD 83(1995)-  36 03 13.51303(N)    084 07 04.78300(W)     ADJUSTED  
 GB0788* NAVD 88     -       336.610  (meters)    1104.36   (feet)  ADJUSTED  
 GB0788  ___________________________________________________________________
 GB0788  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GB0788  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0788  DYNAMIC HT  -         336.302 (meters)    1103.35  (feet)  COMP
 GB0788  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GB0788
 GB0788  HORZ ORDER  -  SECOND
 GB0788  VERT ORDER  -  SECOND    CLASS 0
 GB0788
 GB0788.The horizontal coordinates were established by classical geodetic methods
 GB0788.and adjusted by the National Geodetic Survey in April 1999..
 GB0788
 GB0788.The orthometric height was determined by differential leveling
 GB0788.and adjusted by the National Geodetic Survey in June 1991..
 GB0788
 GB0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0788
 GB0788.The geoid height was determined by GEOID03.
 GB0788
 GB0788.The dynamic height is computed by dividing the NAVD 88
 GB0788.geopotential number by the normal gravity value computed on the
 GB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0788.degrees latitude (g = 980.6199 gals.).
 GB0788
 GB0788.The modeled gravity was interpolated from observed gravity values.
 GB0788
 GB0788;                    North         East     Units Scale Factor Converg.
 GB0788;SPC TN       -   192,509.972   769,555.297   MT  0.99995573   +1 06 06.5
 GB0788;SPC TN       -   631,593.13  2,524,782.67   sFT  0.99995573   +1 06 06.5
 GB0788;UTM  16      - 3,993,755.119   759,605.764   MT  1.00043051   +1 41 49.7
 GB0788
 GB0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0788!SPC TN       -   0.99995198  x   0.99995573  =   0.99990771
 GB0788!UTM  16      -   0.99995198  x   1.00043051  =   1.00038247
 GB0788
 GB0788|---------------------------------------------------------------------|
 GB0788| PID    Reference Object                     Distance      Geod. Az  |
 GB0788|                                                           dddmmss.s |
 GB0788| GB0787 SNAG RM 1                            10.395 METERS 16141     |
 GB0788| GB0786 SNAG AZ MK                                         3241003.2 |
 GB0788| GB0789 SNAG RM 2                            10.762 METERS 33052     |
 GB0788|---------------------------------------------------------------------|
 GB0788
 GB0788                          SUPERSEDED SURVEY CONTROL
 GB0788
 GB0788  NAD 83(1995)-  36 03 13.51727(N)    084 07 04.78359(W) AD(       ) 2
 GB0788  NAD 83(1995)-  36 03 13.51732(N)    084 07 04.78355(W) AD(       ) 2
 GB0788  NAD 83(1986)-  36 03 13.52430(N)    084 07 04.78064(W) AD(       ) 2
 GB0788  NAD 27      -  36 03 13.23861(N)    084 07 05.08473(W) AD(       ) 2
 GB0788  NGVD 29 (??/??/92)  336.741  (m)         1104.79   (f) ADJ UNCH    2 0
 GB0788
 GB0788.Superseded values are not recommended for survey control.
 GB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0788.See file dsdata.txt to determine how the superseded data were derived.
 GB0788
 GB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5960693755(NAD 83)
 GB0788_MARKER: DS = TRIANGULATION STATION DISK
 GB0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0788_STAMPING: SNAG 1964
 GB0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0788+STABILITY: SURFACE MOTION
 GB0788
 GB0788  HISTORY     - Date     Condition        Report By
 GB0788  HISTORY     - 1964     MONUMENTED       TNHD
 GB0788  HISTORY     - 1967     GOOD             NGS
 GB0788
 GB0788                          STATION DESCRIPTION
 GB0788
 GB0788'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0788'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CLINTON.
 GB0788'
 GB0788'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB0788'U.S.  HIGHWAY 25W FOR
 GB0788'0.6 MILE TO THE INTERSECTION OF U.S.  HIGHWAY 25W AND
 GB0788'STATE ROUTE 61.  TURN LEFT ON U.S.
 GB0788'HIGHWAY 25W AND GO 3.2 MILES
 GB0788'SOUTH TO THE AZIMUTH MARK ON THE RIGHT CONTINUE
 GB0788'STRAIGHT AHEAD FOR
 GB0788'0.3 MILE TO THE STATION ON THE LEFT SIDE OF A 100 FOOT CUT JUST
 GB0788'SOUTH OF A BLACK
 GB0788'STORAGE TANK.
 GB0788'
 GB0788'THE STATION IS 39 FEET SOUTH OF A BLACK STANDPIPE, 31 FEET EAST OF
 GB0788'THE EDGE OF A HIGHWAY CUT,
 GB0788'6 FEET SOUTHWEST OF AN 18-INCH OAK TREE WHICH HAS A
 GB0788'GUY WIRE ATTACHED TO IT FROM THE
 GB0788'STANDPIPE AND 5.5 FEET SOUTHWEST OF
 GB0788'A METAL WITNESS POST WITH SIGN.  THE SURFACE AND
 GB0788'UNDERGROUND MARKS
 GB0788'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB0788'STAMPED SNAG
 GB0788'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0788'SURFACE.  THE SURFACE DISK IS
 GB0788'SET IN A 10-INCH, SQUARE, FLUSH,
 GB0788'CONCRETE MONUMENT.
 GB0788'
 GB0788'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE EDGE OF A HIGHWAY CUT, 10
 GB0788'FEET WEST OF A 5-INCH
 GB0788'CEDAR TREE AND 9 FEET NORTH OF A 12-INCH OAK TREE.
 GB0788'IT IS A STANDARD TENNESSEE HIGHWAY
 GB0788'DEPARTMENT DISK SET IN A 10-INCH,
 GB0788'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0788'STAMPED SNAG RM-1
 GB0788'1964.
 GB0788'
 GB0788'REFERENCE MARK NO. 2 IS 26 FEET EAST OF THE EDGE OF A HIGHWAY CUT, 21
 GB0788'FEET SOUTHWEST OF A
 GB0788'STANDPIPE AND 17 FEET SOUTHWEST OF A 12-INCH PINE
 GB0788'TREE.  IT IS A STANDARD TENNESSEE
 GB0788'HIGHWAY DEPARTMENT DISK SET IN A
 GB0788'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB0788'DISK IS STAMPED
 GB0788'SNAG RM-2 1964.
 GB0788'
 GB0788'THE AZIMUTH MARK IS 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GB0788'WHITE FRAME HOUSE, 52 FEET
 GB0788'WEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25W, 4
 GB0788'FEET NORTH OF A POWER POLE AND
 GB0788'3.5 FEET NORTH OF A METAL WITNESS POST
 GB0788'WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0788'DEPARTMENT DISK SET IN
 GB0788'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0788'STAMPED SNAG AZI
 GB0788'1964.
 GB0788'
 GB0788'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0788'
 GB0788'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0788
 GB0788                          STATION RECOVERY (1967)
 GB0788
 GB0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0788'3.7 MI SE FROM CLINTON.
 GB0788'ABOUT 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0788'COURTHOUSE AT CLINTON, ABOUT 0.9 MILE NORTH OF THE SCHOOL AT
 GB0788'CLAXTON, ON THE TOP OF A HIGH RIDGE, ON THE TOP OF A CUT, ABOUT
 GB0788'75 YARDS EAST OF THE HIGHWAY, 38.6 FEET SOUTHWEST OF THE SOUTHWEST
 GB0788'EDGE OF AN OLD WATER STANDPIPE, 24 1/2 FEET EAST OF THE TOP
 GB0788'EDGE OF THE CUT, 6 1/2 FEET SOUTHWEST OF A 24-INCH OAK TREE,
 GB0788'5.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 75 FEET ABOVE
 GB0788'THE LEVEL OF THE HIGHWAY, AND A STANDARD TENNESSEE HIGHWAY
 GB0788'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GB0788'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0786 ***********************************************************************
 GB0786  DESIGNATION -  SNAG AZ MK
 GB0786  PID         -  GB0786
 GB0786  STATE/COUNTY-  TN/ANDERSON
 GB0786  USGS QUAD   -  POWELL (1976)
 GB0786
 GB0786                         *CURRENT SURVEY CONTROL
 GB0786  ___________________________________________________________________
 GB0786* NAD 83(1986)-  36 03 22.     (N)    084 07 11.     (W)     SCALED    
 GB0786* NAVD 88     -       309.795  (meters)    1016.39   (feet)  ADJUSTED  
 GB0786  ___________________________________________________________________
 GB0786  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0786  DYNAMIC HT  -         309.511 (meters)    1015.45  (feet)  COMP
 GB0786  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 GB0786
 GB0786  VERT ORDER  -  SECOND    CLASS 0
 GB0786
 GB0786.The horizontal coordinates were scaled from a topographic map and have
 GB0786.an estimated accuracy of +/- 6 seconds.
 GB0786
 GB0786.The orthometric height was determined by differential leveling
 GB0786.and adjusted by the National Geodetic Survey in June 1991..
 GB0786
 GB0786.The geoid height was determined by GEOID03.
 GB0786
 GB0786.The dynamic height is computed by dividing the NAVD 88
 GB0786.geopotential number by the normal gravity value computed on the
 GB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0786.degrees latitude (g = 980.6199 gals.).
 GB0786
 GB0786.The modeled gravity was interpolated from observed gravity values.
 GB0786
 GB0786;                    North         East    Units  Estimated Accuracy
 GB0786;SPC TN       -   192,770.      769,400.      MT  (+/- 180 meters Scaled)
 GB0786
 GB0786                          SUPERSEDED SURVEY CONTROL
 GB0786
 GB0786  NGVD 29 (??/??/??)  309.98   (m)         1017.0    (f) RESET       3  
 GB0786
 GB0786.Superseded values are not recommended for survey control.
 GB0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0786.See file dsdata.txt to determine how the superseded data were derived.
 GB0786
 GB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE594940(NAD 83)
 GB0786_MARKER: DZ = AZIMUTH MARK DISK
 GB0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0786_STAMPING: SNAG AZI 1964
 GB0786_MARK LOGO: TNHD  
 GB0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0786+STABILITY: SURFACE MOTION
 GB0786
 GB0786  HISTORY     - Date     Condition        Report By
 GB0786  HISTORY     - 1964     MONUMENTED       TNHD
 GB0786  HISTORY     - 1967     GOOD             NGS
 GB0786
 GB0786                          STATION DESCRIPTION
 GB0786
 GB0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0786'3.5 MI SE FROM CLINTON.
 GB0786'ABOUT 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0786'COURTHOUSE AT CLITON, ON THE NORTH SLOPE OF A LONG HILL, NEAR A
 GB0786'ONE STORY WHITE FRAME HOUSE, 158 FEET SOUTHEAST OF BENCH MARK
 GB0786'F 190, 84 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GB0786'HOUSE, 40 FEET WEST OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 GB0786'25 FEET EAST OF A HIGHWAY RIGHT-OF-WAY POST, 3 1/2 FEET NORTHEAST
 GB0786'OF A POWER LINE POLE WITH A TRANSFORMER, 3.5 FEET NORTHEAST OF A
 GB0786'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GB0786'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GB0786'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0787 ***********************************************************************
 GB0787  DESIGNATION -  SNAG RM 1
 GB0787  PID         -  GB0787
 GB0787  STATE/COUNTY-  TN/ANDERSON
 GB0787  USGS QUAD   -  POWELL (1976)
 GB0787
 GB0787                         *CURRENT SURVEY CONTROL
 GB0787  ___________________________________________________________________
 GB0787* NAD 83(1986)-  36 03 13.     (N)    084 07 05.     (W)     SCALED    
 GB0787* NAVD 88     -       336.337  (meters)    1103.47   (feet)  ADJUSTED  
 GB0787  ___________________________________________________________________
 GB0787  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0787  DYNAMIC HT  -         336.029 (meters)    1102.46  (feet)  COMP
 GB0787  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GB0787
 GB0787  VERT ORDER  -  SECOND    CLASS 0
 GB0787
 GB0787.The horizontal coordinates were scaled from a topographic map and have
 GB0787.an estimated accuracy of +/- 6 seconds.
 GB0787
 GB0787.The orthometric height was determined by differential leveling
 GB0787.and adjusted by the National Geodetic Survey in June 1991..
 GB0787
 GB0787.The geoid height was determined by GEOID03.
 GB0787
 GB0787.The dynamic height is computed by dividing the NAVD 88
 GB0787.geopotential number by the normal gravity value computed on the
 GB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0787.degrees latitude (g = 980.6199 gals.).
 GB0787
 GB0787.The modeled gravity was interpolated from observed gravity values.
 GB0787
 GB0787;                    North         East    Units  Estimated Accuracy
 GB0787;SPC TN       -   192,490.      769,550.      MT  (+/- 180 meters Scaled)
 GB0787
 GB0787                          SUPERSEDED SURVEY CONTROL
 GB0787
 GB0787  NGVD 29 (??/??/92)  336.468  (m)         1103.90   (f) ADJ UNCH    2 0
 GB0787
 GB0787.Superseded values are not recommended for survey control.
 GB0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0787.See file dsdata.txt to determine how the superseded data were derived.
 GB0787
 GB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE596937(NAD 83)
 GB0787_MARKER: DR = REFERENCE MARK DISK
 GB0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0787_STAMPING: SNAG RM-1 1964
 GB0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0787+STABILITY: SURFACE MOTION
 GB0787
 GB0787  HISTORY     - Date     Condition        Report By
 GB0787  HISTORY     - 1964     MONUMENTED       TNHD
 GB0787  HISTORY     - 1967     GOOD             NGS
 GB0787
 GB0787                          STATION DESCRIPTION
 GB0787
 GB0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0787'3.7 MI SE FROM CLINTON.
 GB0787'ABOUT 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0787'COURTHOUSE AT CLINTON, ABOUT 0.9 MILE NORTH OF THE SCHOOL AT
 GB0787'CLAXTON, ON THE TOP OF A HIGH RIDGE, ON THE TOP OF A CUT, 33.7
 GB0787'FEET SOUTH OF STATION SNAG, 24 FEET EAST OF THE EAST EDGE OF
 GB0787'THE CUT, 16 1/2 FEET WEST OF A 12-INCH HICKORY TREE, 10 FEET
 GB0787'NORTHEAST OF A 12-INCH OAK TREE, ABOUT LEVEL WITH THE TOP OF
 GB0787'THE RIDGE AND A TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0787'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 GB0787'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0789 ***********************************************************************
 GB0789  DESIGNATION -  SNAG RM 2
 GB0789  PID         -  GB0789
 GB0789  STATE/COUNTY-  TN/ANDERSON
 GB0789  USGS QUAD   -  POWELL (1976)
 GB0789
 GB0789                         *CURRENT SURVEY CONTROL
 GB0789  ___________________________________________________________________
 GB0789* NAD 83(1986)-  36 03 13.     (N)    084 07 05.     (W)     SCALED    
 GB0789* NAVD 88     -       335.888  (meters)    1101.99   (feet)  ADJUSTED  
 GB0789  ___________________________________________________________________
 GB0789  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0789  DYNAMIC HT  -         335.580 (meters)    1100.98  (feet)  COMP
 GB0789  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GB0789
 GB0789  VERT ORDER  -  SECOND    CLASS 0
 GB0789
 GB0789.The horizontal coordinates were scaled from a topographic map and have
 GB0789.an estimated accuracy of +/- 6 seconds.
 GB0789
 GB0789.The orthometric height was determined by differential leveling
 GB0789.and adjusted by the National Geodetic Survey in June 1991..
 GB0789
 GB0789.The geoid height was determined by GEOID03.
 GB0789
 GB0789.The dynamic height is computed by dividing the NAVD 88
 GB0789.geopotential number by the normal gravity value computed on the
 GB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0789.degrees latitude (g = 980.6199 gals.).
 GB0789
 GB0789.The modeled gravity was interpolated from observed gravity values.
 GB0789
 GB0789;                    North         East    Units  Estimated Accuracy
 GB0789;SPC TN       -   192,490.      769,550.      MT  (+/- 180 meters Scaled)
 GB0789
 GB0789                          SUPERSEDED SURVEY CONTROL
 GB0789
 GB0789  NGVD 29 (??/??/92)  336.019  (m)         1102.42   (f) ADJ UNCH    2 0
 GB0789
 GB0789.Superseded values are not recommended for survey control.
 GB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0789.See file dsdata.txt to determine how the superseded data were derived.
 GB0789
 GB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE596937(NAD 83)
 GB0789_MARKER: DR = REFERENCE MARK DISK
 GB0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0789_STAMPING: SNAG RM-2 1964
 GB0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0789+STABILITY: SURFACE MOTION
 GB0789
 GB0789  HISTORY     - Date     Condition        Report By
 GB0789  HISTORY     - 1964     MONUMENTED       TNHD
 GB0789  HISTORY     - 1967     GOOD             NGS
 GB0789
 GB0789                          STATION DESCRIPTION
 GB0789
 GB0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0789'3.7 MI SE FROM CLINTON.
 GB0789'ABOUT 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0789'COURTHOUSE AT CLINTON, ABOUT 0.9 MILE NORTH OF THE SCHOOL AT
 GB0789'CLAXTON, ON THE TOP OF A HIGH RIDGE, ON THE TOP OF A CUT, 35.4
 GB0789'FEET NORTH OF STATION SNAG, 20.7 FEET WEST OF THE WEST EDGE
 GB0789'OF AN OLD WATER STANDPIPE, 26 FEET EAST OF THE EAST EDGE OF THE
 GB0789'CUT, ABOUT 2 FEET BELOW THE TOP OF THE RIDGE AND A TENNESSEE
 GB0789'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST
 GB0789'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0830 ***********************************************************************
 GC0830  DESIGNATION -  SNEED
 GC0830  PID         -  GC0830
 GC0830  STATE/COUNTY-  TN/WILLIAMSON
 GC0830  USGS QUAD   -  BELLEVUE (1983)
 GC0830
 GC0830                         *CURRENT SURVEY CONTROL
 GC0830  ___________________________________________________________________
 GC0830* NAD 83(1995)-  36 01 21.49875(N)    086 53 01.32199(W)     ADJUSTED  
 GC0830* NAVD 88     -       228.432  (meters)     749.45   (feet)  ADJUSTED  
 GC0830  ___________________________________________________________________
 GC0830  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC0830  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0830  DYNAMIC HT  -         228.232 (meters)     748.79  (feet)  COMP
 GC0830  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 GC0830
 GC0830  HORZ ORDER  -  SECOND
 GC0830  VERT ORDER  -  SECOND    CLASS 0
 GC0830
 GC0830.The horizontal coordinates were established by classical geodetic methods
 GC0830.and adjusted by the National Geodetic Survey in April 1999..
 GC0830
 GC0830.The orthometric height was determined by differential leveling
 GC0830.and adjusted by the National Geodetic Survey in June 1991..
 GC0830
 GC0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0830
 GC0830.The geoid height was determined by GEOID03.
 GC0830
 GC0830.The dynamic height is computed by dividing the NAVD 88
 GC0830.geopotential number by the normal gravity value computed on the
 GC0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0830.degrees latitude (g = 980.6199 gals.).
 GC0830
 GC0830.The modeled gravity was interpolated from observed gravity values.
 GC0830
 GC0830;                    North         East     Units Scale Factor Converg.
 GC0830;SPC TN       -   187,786.884   520,349.841   MT  0.99995380   -0 31 02.5
 GC0830;SPC TN       -   616,097.47  1,707,181.10   sFT  0.99995380   -0 31 02.5
 GC0830;UTM  16      - 3,986,465.658   510,478.798   MT  0.99960135   +0 04 06.2
 GC0830
 GC0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0830!SPC TN       -   0.99996869  x   0.99995380  =   0.99992249
 GC0830!UTM  16      -   0.99996869  x   0.99960135  =   0.99957006
 GC0830
 GC0830:                Primary Azimuth Mark                     Grid Az
 GC0830:SPC TN       -  HILL                                     034 42 11.1
 GC0830:UTM  16      -  HILL                                     034 07 02.4
 GC0830
 GC0830|---------------------------------------------------------------------|
 GC0830| PID    Reference Object                     Distance      Geod. Az  |
 GC0830|                                                           dddmmss.s |
 GC0830| GC0836 HILL                                APPROX. 4.8 KM 0341108.6 |
 GC0830| GC0829 SNEED RM 1                           26.047 METERS 04047     |
 GC0830| GC0831 SNEED RM 2                           26.062 METERS 23108     |
 GC0830| GC0828 SNEED AZ MK                                        2340615.0 |
 GC0830|---------------------------------------------------------------------|
 GC0830
 GC0830                          SUPERSEDED SURVEY CONTROL
 GC0830
 GC0830  NAD 83(1995)-  36 01 21.50129(N)    086 53 01.32383(W) AD(       ) 2
 GC0830  NAD 83(1995)-  36 01 21.50177(N)    086 53 01.32419(W) AD(       ) 2
 GC0830  NAD 83(1986)-  36 01 21.50938(N)    086 53 01.32560(W) AD(       ) 2
 GC0830  NAD 27      -  36 01 21.28680(N)    086 53 01.31640(W) AD(       ) 2
 GC0830  NGVD 29 (??/??/92)  228.442  (m)          749.48   (f) ADJ UNCH    2 0
 GC0830
 GC0830.Superseded values are not recommended for survey control.
 GC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0830.See file dsdata.txt to determine how the superseded data were derived.
 GC0830
 GC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1047986466(NAD 83)
 GC0830_MARKER: DD = SURVEY DISK
 GC0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0830_STAMPING: SNEED 1963
 GC0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0830+STABILITY: SURFACE MOTION
 GC0830
 GC0830  HISTORY     - Date     Condition        Report By
 GC0830  HISTORY     - 1963     MONUMENTED       TNHD
 GC0830  HISTORY     - 1963     GOOD             TNHD
 GC0830
 GC0830                          STATION DESCRIPTION
 GC0830
 GC0830'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0830'8 MI S FROM NASHVILLE.
 GC0830'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO SOUTH ON U.S.
 GC0830'HIGHWAY 431 FOR 7.1 MILES TO SNEED ROAD ON THE RIGHT AND THE
 GC0830'STATION ON THE LEFT.  THE MARK IS 58 FEET SOUTHEAST OF THE CENTER
 GC0830'LINE OF U.S. HIGHWAY 431, 47 FEET WEST OF A 40-INCH OAK TREE AND
 GC0830'40 FEET NORTHEAST OF TELEPHONE POLE NO. 163.  IT IS SET IN A
 GC0830'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0830
 GC0830                          STATION RECOVERY (1963)
 GC0830
 GC0830'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC0830'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF NASHVILLE.
 GC0830'
 GC0830'TO REACH THE STATION FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO
 GC0830'SOUTH ON U.S. HIGHWAY 431 FOR 7.1 MILES TO SNEED ROAD ON THE RIGHT
 GC0830'AND THE STATION ON THE LEFT.
 GC0830'
 GC0830'THE STATION IS 58 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GC0830'HIGHWAY 431, 47 FEET WEST OF A 40-INCH OAK TREE AND 40 FEET
 GC0830'NORTHEAST OF TELEPHONE POLE NO. 163. THE SURFACE AND UNDERGROUND
 GC0830'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GC0830'ARE STAMPED SNEED 1963. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GC0830'THE SURFACE. THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0830'CONCRETE MONUMENT.
 GC0830'
 GC0830'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF A 40-INCH OAK TREE AND 53
 GC0830'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 431. IT
 GC0830'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0830'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SNEED
 GC0830'RM-1 1963.
 GC0830'
 GC0830'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF TELEPHONE POLE NO. 163 AND
 GC0830'45 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 431. IT
 GC0830'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0830'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SNEED
 GC0830'RM-2 1963.
 GC0830'
 GC0830'THE AZIMUTH MARK IS 47 FEET SOUTHWEST OF A POWER POLE, 39 FEET
 GC0830'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY NO.  431 AND 2
 GC0830'FEET SOUTHEAST OF A WIRE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY
 GC0830'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC0830'AND THE DISK IS STAMPED SNEED AZI 1963.
 GC0830'
 GC0830'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U.S.
 GC0830'HIGHWAY 431 FOR .08 MILE TO THE MARK ON THE RIGHT.
 GC0830'
 GC0830'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0828 ***********************************************************************
 GC0828  DESIGNATION -  SNEED AZ MK
 GC0828  PID         -  GC0828
 GC0828  STATE/COUNTY-  TN/WILLIAMSON
 GC0828  USGS QUAD   -  BELLEVUE (1983)
 GC0828
 GC0828                         *CURRENT SURVEY CONTROL
 GC0828  ___________________________________________________________________
 GC0828* NAD 83(1986)-  36 01 17.     (N)    086 53 07.     (W)     SCALED    
 GC0828* NAVD 88     -       220.317  (meters)     722.82   (feet)  ADJUSTED  
 GC0828  ___________________________________________________________________
 GC0828  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0828  DYNAMIC HT  -         220.124 (meters)     722.19  (feet)  COMP
 GC0828  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 GC0828
 GC0828  VERT ORDER  -  SECOND    CLASS 0
 GC0828
 GC0828.The horizontal coordinates were scaled from a topographic map and have
 GC0828.an estimated accuracy of +/- 6 seconds.
 GC0828
 GC0828.The orthometric height was determined by differential leveling
 GC0828.and adjusted by the National Geodetic Survey in June 1991..
 GC0828
 GC0828.The geoid height was determined by GEOID03.
 GC0828
 GC0828.The dynamic height is computed by dividing the NAVD 88
 GC0828.geopotential number by the normal gravity value computed on the
 GC0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0828.degrees latitude (g = 980.6199 gals.).
 GC0828
 GC0828.The modeled gravity was interpolated from observed gravity values.
 GC0828
 GC0828;                    North         East    Units  Estimated Accuracy
 GC0828;SPC TN       -   187,650.      520,210.      MT  (+/- 180 meters Scaled)
 GC0828
 GC0828                          SUPERSEDED SURVEY CONTROL
 GC0828
 GC0828  NGVD 29 (??/??/??)  220.36   (m)          723.0    (f) RESET       3  
 GC0828
 GC0828.Superseded values are not recommended for survey control.
 GC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0828.See file dsdata.txt to determine how the superseded data were derived.
 GC0828
 GC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103863(NAD 83)
 GC0828_MARKER: DD = SURVEY DISK
 GC0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0828_STAMPING: SNEED AZI 1963
 GC0828_MARK LOGO: TNHD  
 GC0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0828+STABILITY: SURFACE MOTION
 GC0828
 GC0828  HISTORY     - Date     Condition        Report By
 GC0828  HISTORY     - 1963     MONUMENTED       TNHD
 GC0828
 GC0828                          STATION DESCRIPTION
 GC0828
 GC0828'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0828'8 MI S FROM NASHVILLE.
 GC0828'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO SOUTH ON U.S.
 GC0828'HIGHWAY 431 FOR 7.9 MILES TO SNEED ROAD ON THE RIGHT AND THE MARK
 GC0828'ON THE RIGHT.  IT IS 47 FEET SOUTHWEST OF A POWER POLE, 39 FEET
 GC0828'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 431 AND 2 FEET
 GC0828'SOUTHEAST OF A WIRE FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0828'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0829 ***********************************************************************
 GC0829  DESIGNATION -  SNEED RM 1
 GC0829  PID         -  GC0829
 GC0829  STATE/COUNTY-  TN/WILLIAMSON
 GC0829  USGS QUAD   -  BELLEVUE (1983)
 GC0829
 GC0829                         *CURRENT SURVEY CONTROL
 GC0829  ___________________________________________________________________
 GC0829* NAD 83(1986)-  36 01 21.     (N)    086 53 01.     (W)     SCALED    
 GC0829* NAVD 88     -       228.588  (meters)     749.96   (feet)  ADJUSTED  
 GC0829  ___________________________________________________________________
 GC0829  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0829  DYNAMIC HT  -         228.388 (meters)     749.30  (feet)  COMP
 GC0829  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 GC0829
 GC0829  VERT ORDER  -  SECOND    CLASS 0
 GC0829
 GC0829.The horizontal coordinates were scaled from a topographic map and have
 GC0829.an estimated accuracy of +/- 6 seconds.
 GC0829
 GC0829.The orthometric height was determined by differential leveling
 GC0829.and adjusted by the National Geodetic Survey in June 1991..
 GC0829
 GC0829.The geoid height was determined by GEOID03.
 GC0829
 GC0829.The dynamic height is computed by dividing the NAVD 88
 GC0829.geopotential number by the normal gravity value computed on the
 GC0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0829.degrees latitude (g = 980.6199 gals.).
 GC0829
 GC0829.The modeled gravity was interpolated from observed gravity values.
 GC0829
 GC0829;                    North         East    Units  Estimated Accuracy
 GC0829;SPC TN       -   187,770.      520,360.      MT  (+/- 180 meters Scaled)
 GC0829
 GC0829                          SUPERSEDED SURVEY CONTROL
 GC0829
 GC0829  NGVD 29 (??/??/92)  228.598  (m)          749.99   (f) ADJ UNCH    2 0
 GC0829
 GC0829.Superseded values are not recommended for survey control.
 GC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0829.See file dsdata.txt to determine how the superseded data were derived.
 GC0829
 GC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104864(NAD 83)
 GC0829_MARKER: DD = SURVEY DISK
 GC0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0829_STAMPING: SNEED RM-1 1963
 GC0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0829+STABILITY: SURFACE MOTION
 GC0829
 GC0829  HISTORY     - Date     Condition        Report By
 GC0829  HISTORY     - 1963     MONUMENTED       TNHD
 GC0829
 GC0829                          STATION DESCRIPTION
 GC0829
 GC0829'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0829'8 MI S FROM NASHVILLE.
 GC0829'THE MARK IS LOCATED AT THE SNEED 1963 STATION SITE, 68 FEET
 GC0829'NORTH OF A 40-INCH OAK TREE AND 53 FEET SOUTHEAST OF THE CENTER
 GC0829'LINE OF U.S. HIGHWAY 431.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0829'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0831 ***********************************************************************
 GC0831  DESIGNATION -  SNEED RM 2
 GC0831  PID         -  GC0831
 GC0831  STATE/COUNTY-  TN/WILLIAMSON
 GC0831  USGS QUAD   -  BELLEVUE (1983)
 GC0831
 GC0831                         *CURRENT SURVEY CONTROL
 GC0831  ___________________________________________________________________
 GC0831* NAD 83(1986)-  36 01 21.     (N)    086 53 01.     (W)     SCALED    
 GC0831* NAVD 88     -       227.785  (meters)     747.32   (feet)  ADJUSTED  
 GC0831  ___________________________________________________________________
 GC0831  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0831  DYNAMIC HT  -         227.586 (meters)     746.67  (feet)  COMP
 GC0831  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 GC0831
 GC0831  VERT ORDER  -  SECOND    CLASS 0
 GC0831
 GC0831.The horizontal coordinates were scaled from a topographic map and have
 GC0831.an estimated accuracy of +/- 6 seconds.
 GC0831
 GC0831.The orthometric height was determined by differential leveling
 GC0831.and adjusted by the National Geodetic Survey in June 1991..
 GC0831
 GC0831.The geoid height was determined by GEOID03.
 GC0831
 GC0831.The dynamic height is computed by dividing the NAVD 88
 GC0831.geopotential number by the normal gravity value computed on the
 GC0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0831.degrees latitude (g = 980.6199 gals.).
 GC0831
 GC0831.The modeled gravity was interpolated from observed gravity values.
 GC0831
 GC0831;                    North         East    Units  Estimated Accuracy
 GC0831;SPC TN       -   187,770.      520,360.      MT  (+/- 180 meters Scaled)
 GC0831
 GC0831                          SUPERSEDED SURVEY CONTROL
 GC0831
 GC0831  NGVD 29 (??/??/92)  227.795  (m)          747.36   (f) ADJ UNCH    2 0
 GC0831
 GC0831.Superseded values are not recommended for survey control.
 GC0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0831.See file dsdata.txt to determine how the superseded data were derived.
 GC0831
 GC0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104864(NAD 83)
 GC0831_MARKER: DD = SURVEY DISK
 GC0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0831_STAMPING: SNEED RM-2 1963
 GC0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0831+STABILITY: SURFACE MOTION
 GC0831
 GC0831  HISTORY     - Date     Condition        Report By
 GC0831  HISTORY     - 1963     MONUMENTED       TNHD
 GC0831
 GC0831                          STATION DESCRIPTION
 GC0831
 GC0831'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0831'8 MI S FROM NASHVILLE.
 GC0831'THE MARK IS LOCATED AT THE SNEED 1963 STATION SITE, 47 FEET SOUTH
 GC0831'OF TELEPHONE POLE NO. 163 AND 45 FEET SOUTHEAST OF THE CENTER
 GC0831'LINE OF U.S. HIGHWAY 431.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0831'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9822 ***********************************************************************
 AI9822  CBN         -  This is a Cooperative Base Network Control Station.
 AI9822  PACS        -  This is a Primary Airport Control Station.
 AI9822  DESIGNATION -  SNH A
 AI9822  PID         -  AI9822
 AI9822  STATE/COUNTY-  TN/HARDIN
 AI9822  USGS QUAD   -  SAVANNAH (1991)
 AI9822
 AI9822                         *CURRENT SURVEY CONTROL
 AI9822  ___________________________________________________________________
 AI9822* NAD 83(1995)-  35 10 14.62685(N)    088 13 03.02706(W)     ADJUSTED  
 AI9822* NAVD 88     -       140.68   (meters)     461.5    (feet)  GPS OBS   
 AI9822  ___________________________________________________________________
 AI9822  X           -     162,358.453 (meters)                     COMP
 AI9822  Y           -  -5,217,106.320 (meters)                     COMP
 AI9822  Z           -   3,653,431.518 (meters)                     COMP
 AI9822  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AI9822  ELLIP HEIGHT-         113.13  (meters)          (08/03/04) GPS OBS
 AI9822  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AI9822
 AI9822  HORZ ORDER  -  B
 AI9822  ELLP ORDER  -  FOURTH    CLASS I
 AI9822
 AI9822.This mark is at Savannah-Hardin County Airport (SNH)
 AI9822
 AI9822.The horizontal coordinates were established by GPS observations
 AI9822.and adjusted by the National Geodetic Survey in February 2001..
 AI9822
 AI9822.The orthometric height was determined by GPS observations and a
 AI9822.high-resolution geoid model.
 AI9822
 AI9822.GPS derived orthometric heights for airport stations designated as
 AI9822.PACS or SACS are published to 2 decimal places.  This maintains
 AI9822.centimeter relative accuracy between the PACS and SACS.  It does
 AI9822.not indicate centimeter accuracy relative to other marks which are
 AI9822.part of the NAVD 88 network.
 AI9822
 AI9822.Photographs are available for this station.
 AI9822
 AI9822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9822
 AI9822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9822
 AI9822.The ellipsoidal height was determined by GPS observations
 AI9822.and is referenced to NAD 83.
 AI9822
 AI9822.The geoid height was determined by GEOID03.
 AI9822
 AI9822;                    North         East     Units Scale Factor Converg.
 AI9822;SPC TN       -    95,198.413   398,003.434   MT  1.00001494   -1 17 53.6
 AI9822;SPC TN       -   312,330.13  1,305,782.93   sFT  1.00001494   -1 17 53.6
 AI9822;UTM  16      - 3,892,655.197   389,128.850   MT  0.99975149   -0 42 04.9
 AI9822
 AI9822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9822!SPC TN       -   0.99998224  x   1.00001494  =   0.99999718
 AI9822!UTM  16      -   0.99998224  x   0.99975149  =   0.99973374
 AI9822
 AI9822:                Primary Azimuth Mark                     Grid Az
 AI9822:SPC TN       -  SNH C                                    010 50 26.8
 AI9822:UTM  16      -  SNH C                                    010 14 38.1
 AI9822
 AI9822|---------------------------------------------------------------------|
 AI9822| PID    Reference Object                     Distance      Geod. Az  |
 AI9822|                                                           dddmmss.s |
 AI9822| AI9823 SNH C                               498.516 METERS 0093233.2 |
 AI9822|---------------------------------------------------------------------|
 AI9822
 AI9822                          SUPERSEDED SURVEY CONTROL
 AI9822
 AI9822  ELLIP H (02/20/01)  113.15   (m)                       GP(       ) 2 1
 AI9822
 AI9822.Superseded values are not recommended for survey control.
 AI9822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9822.See file dsdata.txt to determine how the superseded data were derived.
 AI9822
 AI9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8912992655(NAD 83)
 AI9822_MARKER: I = METAL ROD
 AI9822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI9822+WITH SETTING: INFORMATION.
 AI9822_STAMPING: SNH A 1996
 AI9822_MARK LOGO: LOWE  
 AI9822_PROJECTION: FLUSH
 AI9822_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9822+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9822_ROD/PIPE-DEPTH: 3.00 meters
 AI9822_SLEEVE-DEPTH  : 1.00 meters
 AI9822
 AI9822  HISTORY     - Date     Condition        Report By
 AI9822  HISTORY     - 1996     MONUMENTED       LOWE
 AI9822  HISTORY     - 1996     GOOD             LOWE
 AI9822
 AI9822                          STATION DESCRIPTION
 AI9822
 AI9822'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9822'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF SAVANNAH AT
 AI9822'THE SAVANNAH-HARDIN COUNTY AIRPORT. HARDIN COUNTY AIRPORT IS
 AI9822'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9822'THE AIRPORT MANAGER, MONTILLE WARREN, TELEPHONE NUMBER
 AI9822'901-925-6380, BEFORE ENTERING THE FIELD.
 AI9822' 
 AI9822'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH, GO 0.32 KM
 AI9822'(0.20 MI) EAST ON U.S. HIGHWAY 64 TO THE JUNCTION WITH STATE HIGHWAY
 AI9822'128. CONTINUE EAST ON U.S. 64 0.16 KM (0.10 MI) TO THE JUNCTION OF
 AI9822'STATE
 AI9822'HIGHWAY 69. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 69 7.56 KM
 AI9822'(4.70 MI) TO THE JUNCTION OF STATE ROAD 226. TURN LEFT AND GO
 AI9822'NORTH 1.13 KM (0.70 MI) ON STATE ROAD 226 TO A PAVED ROAD ON THE
 AI9822'LEFT. TURN LEFT AND GO SOUTHWEST 0.16 KM (0.10 MI) ON AIRPORT LANE
 AI9822'TO THE OFFICE AND GATE AHEAD. THE STATION IS LOCATED IN THE GRASS
 AI9822'ON THE WEST SIDE OF THE RUNWAY AND ACROSS FROM THE AIRPORT
 AI9822'OFFICE AND 0.8 KM (0.5 MI) NORTH OF THE SOUTH END OF THE RUNWAY.
 AI9822' 
 AI9822'THE STATION IS THE CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9822'REFUSAL TO A DEPTH OF 3 M (9.8 FT). THE ROD IS SET IN A 1 M (3.3 FT)
 AI9822'LONG
 AI9822'GREASE FILLED PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A NGS
 AI9822'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9822'SET FLUSH WITH THE GROUND. THE STATION IS 62.1 M (203.7 FT) WEST
 AI9822'FROM THE WEST EDGE OF THE RUNWAY, 58.8 M (192.9 FT) WEST OF A
 AI9822'RUNWAY LIGHT, AND 21.9 M (71.9 FT) SOUTH OF THE WINDSOCK. THIS
 AI9822'STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
 AI9822' 
 AI9822'
 AI9822
 AI9822                          STATION RECOVERY (1996)
 AI9822
 AI9822'RECOVERY NOTE BY LOWE ENGINEERS 1996
 AI9822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9824 ***********************************************************************
 AI9824  SACS        -  This is a Secondary Airport Control Station.
 AI9824  DESIGNATION -  SNH B
 AI9824  PID         -  AI9824
 AI9824  STATE/COUNTY-  TN/HARDIN
 AI9824  USGS QUAD   -  SAVANNAH (1991)
 AI9824
 AI9824                         *CURRENT SURVEY CONTROL
 AI9824  ___________________________________________________________________
 AI9824* NAD 83(1995)-  35 09 50.07545(N)    088 13 02.42032(W)     ADJUSTED  
 AI9824* NAVD 88     -       143.05   (meters)     469.3    (feet)  GPS OBS   
 AI9824  ___________________________________________________________________
 AI9824  X           -     162,387.417 (meters)                     COMP
 AI9824  Y           -  -5,217,543.386 (meters)                     COMP
 AI9824  Z           -   3,652,814.375 (meters)                     COMP
 AI9824  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AI9824  ELLIP HEIGHT-         115.53  (meters)          (02/20/01) GPS OBS
 AI9824  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AI9824
 AI9824  HORZ ORDER  -  FIRST
 AI9824  ELLP ORDER  -  SECOND    CLASS I
 AI9824
 AI9824.This mark is at Savannah-Hardin County Airport (SNH)
 AI9824
 AI9824.The horizontal coordinates were established by GPS observations
 AI9824.and adjusted by the National Geodetic Survey in February 2001..
 AI9824
 AI9824.The orthometric height was determined by GPS observations and a
 AI9824.high-resolution geoid model.
 AI9824
 AI9824.GPS derived orthometric heights for airport stations designated as
 AI9824.PACS or SACS are published to 2 decimal places.  This maintains
 AI9824.centimeter relative accuracy between the PACS and SACS.  It does
 AI9824.not indicate centimeter accuracy relative to other marks which are
 AI9824.part of the NAVD 88 network.
 AI9824
 AI9824.Photographs are available for this station.
 AI9824
 AI9824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9824
 AI9824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9824
 AI9824.The ellipsoidal height was determined by GPS observations
 AI9824.and is referenced to NAD 83.
 AI9824
 AI9824.The geoid height was determined by GEOID03.
 AI9824
 AI9824;                    North         East     Units Scale Factor Converg.
 AI9824;SPC TN       -    94,441.630   398,001.643   MT  1.00001631   -1 17 53.2
 AI9824;SPC TN       -   309,847.25  1,305,777.06   sFT  1.00001631   -1 17 53.2
 AI9824;UTM  16      - 3,891,898.637   389,134.941   MT  0.99975148   -0 42 04.2
 AI9824
 AI9824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9824!SPC TN       -   0.99998187  x   1.00001631  =   0.99999818
 AI9824!UTM  16      -   0.99998187  x   0.99975148  =   0.99973335
 AI9824
 AI9824                          SUPERSEDED SURVEY CONTROL
 AI9824
 AI9824.No superseded survey control is available for this station.
 AI9824
 AI9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8913591899(NAD 83)
 AI9824_MARKER: DD = SURVEY DISK
 AI9824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9824_STAMPING: SNH B 1996
 AI9824_MARK LOGO: NGS   
 AI9824_PROJECTION: FLUSH
 AI9824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9824+STABILITY: SURFACE MOTION
 AI9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9824+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9824_ROD/PIPE-DEPTH: 1    meters
 AI9824
 AI9824  HISTORY     - Date     Condition        Report By
 AI9824  HISTORY     - 1996     MONUMENTED       LOWE
 AI9824
 AI9824                          STATION DESCRIPTION
 AI9824
 AI9824'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9824'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF SAVANNAH AT
 AI9824'THE SAVANNAH-HARDIN COUNTY AIRPORT. HARDIN COUNTY AIRPORT IS
 AI9824'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9824'THE AIRPORT MANAGER, MONTILLE WARREN, TELEPHONE NUMBER
 AI9824'901-925-6380, BEFORE ENTERING THE FIELD.
 AI9824' 
 AI9824'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH, GO EAST
 AI9824'ON U.S. HIGHWAY 64 TO THE JUNCTION OF STATE HIGHWAY 128. CONTINUE
 AI9824'EAST ON U.S. HIGHWAY 64 0.16 KM (0.10 MI) TO THE JUNCTION WITH STATE
 AI9824'HIGHWAY 69. TURN RIGHT AND GO SOUTH 7.56 KM (4.70 MI) ON STATE
 AI9824'HIGHWAY 69 TO THE JUNCTION OF STATE ROAD 226. TURN LEFT AND GO
 AI9824'NORTH 1.13 KM (0.70 MI), ON STATE ROAD 226, TO A PAVED ROAD ON THE
 AI9824'LEFT. TURN LEFT AND GO SOUTHWEST 0.16 KM (0.10 MI) ON AIRPORT LANE
 AI9824'TO THE AIRPORT OFFICE AND GATE AHEAD. FROM THE GATE GO 0.16 KM (0.10
 AI9824'MI) NORTH-NORTHWEST ACROSS THE APRON AND TAXIWAY TO THE
 AI9824'RUNWAY. TURN LEFT AND GO SOUTH 0.56 KM (0.35 MI) TO THE STATION ON
 AI9824'THE LEFT.
 AI9824' 
 AI9824'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9824'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9824'PVC
 AI9824'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9824'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9824'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9824'45.9 M (150.6 FT) NORTH-NORTHWEST FROM THE FINAL TAXIWAY
 AI9824'CROSSOVER RAMP, 32.9 M (107.9 FT) EAST FROM THE CENTERLINE OF THE
 AI9824'RUNWAY, AND 21.9 M (71.9 FT) WEST FROM THE CENTERLINE OF THE
 AI9824'TAXIWAY. THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI9824'STATION.
 AI9824' 
 AI9824'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9823 ***********************************************************************
 AI9823  SACS        -  This is a Secondary Airport Control Station.
 AI9823  DESIGNATION -  SNH C
 AI9823  PID         -  AI9823
 AI9823  STATE/COUNTY-  TN/HARDIN
 AI9823  USGS QUAD   -  SAVANNAH (1991)
 AI9823
 AI9823                         *CURRENT SURVEY CONTROL
 AI9823  ___________________________________________________________________
 AI9823* NAD 83(1995)-  35 10 30.57929(N)    088 12 59.76097(W)     ADJUSTED  
 AI9823* NAVD 88     -       139.49   (meters)     457.6    (feet)  GPS OBS   
 AI9823  ___________________________________________________________________
 AI9823  X           -     162,432.220 (meters)                     COMP
 AI9823  Y           -  -5,216,819.730 (meters)                     COMP
 AI9823  Z           -   3,653,832.708 (meters)                     COMP
 AI9823  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AI9823  ELLIP HEIGHT-         111.96  (meters)          (02/20/01) GPS OBS
 AI9823  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AI9823
 AI9823  HORZ ORDER  -  FIRST
 AI9823  ELLP ORDER  -  SECOND    CLASS I
 AI9823
 AI9823.This mark is at Savannah-Hardin County Airport (SNH)
 AI9823
 AI9823.The horizontal coordinates were established by GPS observations
 AI9823.and adjusted by the National Geodetic Survey in February 2001..
 AI9823
 AI9823.The orthometric height was determined by GPS observations and a
 AI9823.high-resolution geoid model.
 AI9823
 AI9823.GPS derived orthometric heights for airport stations designated as
 AI9823.PACS or SACS are published to 2 decimal places.  This maintains
 AI9823.centimeter relative accuracy between the PACS and SACS.  It does
 AI9823.not indicate centimeter accuracy relative to other marks which are
 AI9823.part of the NAVD 88 network.
 AI9823
 AI9823.Photographs are available for this station.
 AI9823
 AI9823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9823
 AI9823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9823
 AI9823.The ellipsoidal height was determined by GPS observations
 AI9823.and is referenced to NAD 83.
 AI9823
 AI9823.The geoid height was determined by GEOID03.
 AI9823
 AI9823;                    North         East     Units Scale Factor Converg.
 AI9823;SPC TN       -    95,688.039   398,097.196   MT  1.00001405   -1 17 51.7
 AI9823;SPC TN       -   313,936.51  1,306,090.55   sFT  1.00001405   -1 17 51.7
 AI9823;UTM  16      - 3,893,145.645   389,217.484   MT  0.99975125   -0 42 03.3
 AI9823
 AI9823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9823!SPC TN       -   0.99998243  x   1.00001405  =   0.99999648
 AI9823!UTM  16      -   0.99998243  x   0.99975125  =   0.99973368
 AI9823
 AI9823:                Primary Azimuth Mark                     Grid Az
 AI9823:SPC TN       -  SNH A                                    190 50 26.8
 AI9823:UTM  16      -  SNH A                                    190 14 38.4
 AI9823
 AI9823|---------------------------------------------------------------------|
 AI9823| PID    Reference Object                     Distance      Geod. Az  |
 AI9823|                                                           dddmmss.s |
 AI9823| AI9822 SNH A                               498.516 METERS 1893235.1 |
 AI9823|---------------------------------------------------------------------|
 AI9823
 AI9823                          SUPERSEDED SURVEY CONTROL
 AI9823
 AI9823.No superseded survey control is available for this station.
 AI9823
 AI9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8921793146(NAD 83)
 AI9823_MARKER: DD = SURVEY DISK
 AI9823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9823_STAMPING: SNH C 1996
 AI9823_MARK LOGO: NGS   
 AI9823_PROJECTION: FLUSH
 AI9823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9823+STABILITY: SURFACE MOTION
 AI9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9823+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9823_ROD/PIPE-DEPTH: 1    meters
 AI9823
 AI9823  HISTORY     - Date     Condition        Report By
 AI9823  HISTORY     - 1996     MONUMENTED       LOWE
 AI9823
 AI9823                          STATION DESCRIPTION
 AI9823
 AI9823'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9823'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF SAVANNAH AT
 AI9823'THE SAVANNAH-HARDIN COUNTY AIRPORT. HARDIN COUNTY AIRPORT IS
 AI9823'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9823'THE AIRPORT MANAGER, MONTILLE WARREN, TELEPHONE NUMBER
 AI9823'901-925-6380, BEFORE ENTERING THE FIELD.
 AI9823' 
 AI9823'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH, GO EAST
 AI9823'ON U.S. HIGHWAY 64 TO THE JUNCTION OF STATE HIGHWAY 128. CONTINUE
 AI9823'EAST ON U.S. HIGHWAY 64 0.16 KM (0.10 MI) TO THE JUNCTION WITH STATE
 AI9823'HIGHWAY 69. TURN RIGHT AND GO SOUTH 7.56 KM (4.70 MI) ON STATE
 AI9823'HIGHWAY 69 TO THE JUNCTION OF STATE ROAD 226. TURN LEFT AND GO
 AI9823'NORTH 1.13 KM (0.70 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO
 AI9823'SOUTHWEST 0.16 KM (0.10 MI) ON AIRPORT LANE TO THE AIRPORT OFFICE
 AI9823'AND GATE AHEAD. FROM THE GATE GO 0.16 KM (0.10 MI) NORTH-NORTHWEST
 AI9823'ACROSS THE APRON AND TAXIWAY TO THE RUNWAY. TURN RIGHT AND GO
 AI9823'NORTH 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 AI9823' 
 AI9823'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9823'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9823'PVC
 AI9823'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9823'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9823'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9823'54.4 M (178.5 FT) WEST FROM THE CENTERLINE OF THE RUNWAY, 44.1 M
 AI9823'(144.7 FT) NORTHWEST FROM THE FIFTH RUNWAY LIGHT FROM THE NORTH
 AI9823'END OF THE RUNWAY, AND 40.7 M (133.5 FT) WEST-NORTHWEST FROM THE
 AI9823'FOURTH RUNWAY LIGHT FROM THE NORTH END OF THE RUNWAY. THIS
 AI9823'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9823' 
 AI9823'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1108 ***********************************************************************
 GA1108  DESIGNATION -  SNIP
 GA1108  PID         -  GA1108
 GA1108  STATE/COUNTY-  TN/HAWKINS
 GA1108  USGS QUAD   -  BUREM (1976)
 GA1108
 GA1108                         *CURRENT SURVEY CONTROL
 GA1108  ___________________________________________________________________
 GA1108* NAD 83(1995)-  36 28 13.06023(N)    082 55 15.39534(W)     ADJUSTED  
 GA1108* NAVD 88     -       408.417  (meters)    1339.95   (feet)  ADJUSTED  
 GA1108  ___________________________________________________________________
 GA1108  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GA1108  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1108  DYNAMIC HT  -         408.048 (meters)    1338.74  (feet)  COMP
 GA1108  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GA1108
 GA1108  HORZ ORDER  -  SECOND
 GA1108  VERT ORDER  -  SECOND    CLASS 0
 GA1108
 GA1108.The horizontal coordinates were established by classical geodetic methods
 GA1108.and adjusted by the National Geodetic Survey in April 1999..
 GA1108
 GA1108.The orthometric height was determined by differential leveling
 GA1108.and adjusted by the National Geodetic Survey in June 1991..
 GA1108
 GA1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1108
 GA1108.The geoid height was determined by GEOID03.
 GA1108
 GA1108.The dynamic height is computed by dividing the NAVD 88
 GA1108.geopotential number by the normal gravity value computed on the
 GA1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1108.degrees latitude (g = 980.6199 gals.).
 GA1108
 GA1108.The modeled gravity was interpolated from observed gravity values.
 GA1108
 GA1108;                    North         East     Units Scale Factor Converg.
 GA1108;SPC TN       -   241,440.379   875,918.648   MT  1.00000995   +1 48 09.4
 GA1108;SPC TN       -   792,125.64  2,873,743.10   sFT  1.00000995   +1 48 09.4
 GA1108;UTM  17      - 4,037,828.320   327,894.195   MT  0.99996495   -1 08 31.6
 GA1108
 GA1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1108!SPC TN       -   0.99994082  x   1.00000995  =   0.99995077
 GA1108!UTM  17      -   0.99994082  x   0.99996495  =   0.99990577
 GA1108
 GA1108|---------------------------------------------------------------------|
 GA1108| PID    Reference Object                     Distance      Geod. Az  |
 GA1108|                                                           dddmmss.s |
 GA1108| GA1109 SNIP RM 2                             5.213 METERS 23444     |
 GA1108| GA1105 CORBIN                              APPROX. 2.6 KM 2370627.3 |
 GA1108| GA1110 SNIP RM 1                             3.729 METERS 30506     |
 GA1108|---------------------------------------------------------------------|
 GA1108
 GA1108                          SUPERSEDED SURVEY CONTROL
 GA1108
 GA1108  NAD 83(1995)-  36 28 13.06339(N)    082 55 15.39784(W) AD(       ) 2
 GA1108  NAD 83(1995)-  36 28 13.07425(N)    082 55 15.40824(W) AD(       ) 2
 GA1108  NAD 83(1995)-  36 28 13.06742(N)    082 55 15.40007(W) AD(       ) 2
 GA1108  NAD 83(1986)-  36 28 13.06991(N)    082 55 15.39988(W) AD(       ) 2
 GA1108  NAD 27      -  36 28 12.72485(N)    082 55 15.80695(W) AD(       ) 2
 GA1108  NGVD 29 (??/??/92)  408.575  (m)         1340.47   (f) ADJ UNCH    2 0
 GA1108
 GA1108.Superseded values are not recommended for survey control.
 GA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1108.See file dsdata.txt to determine how the superseded data were derived.
 GA1108
 GA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2789437828(NAD 83)
 GA1108_MARKER: DD = SURVEY DISK
 GA1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1108_STAMPING: SNIP 1963
 GA1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1108+STABILITY: SURFACE MOTION
 GA1108
 GA1108  HISTORY     - Date     Condition        Report By
 GA1108  HISTORY     - 1963     MONUMENTED       TNHD
 GA1108  HISTORY     - 1964     GOOD             TNHD
 GA1108
 GA1108                          STATION DESCRIPTION
 GA1108
 GA1108'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1108'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST ON ROGERSVILLE AND
 GA1108'ALONG THE NORTHWEST SIDE
 GA1108'OF U.S.  HIGHWAY 11W.
 GA1108'
 GA1108'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA1108'NORTHEAST ON U.S.  HIGHWAY
 GA1108'11W FOR 6.7 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GA1108'
 GA1108'THE STATION IS 76 FEET WEST OF POWER POLE NO. EST 143, 48 FEET
 GA1108'NORTHWEST OF FRANK
 GA1108'STROUPES MAIL BOX, 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA1108'OF U.S.  HIGHWAY 11W AND
 GA1108'2.9 FEET EAST OF WITNESS POST.  THE SURFACE
 GA1108'AND UNDERGROUND MARKS ARE STANDARD
 GA1108'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA1108'AND ARE STAMPED SNIP 1963.  THE UNDERGROUND MARK IS
 GA1108'ABOUT 30 INCHES
 GA1108'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 12-INCH SQUARE
 GA1108'CONCRETE MONUMENT,
 GA1108'PROJECTING 2-INCHES.
 GA1108'
 GA1108'REFERENCE MARK NO.1 IS 64 FEET WEST OF POWER POLE NO. EST 143, 35
 GA1108'FEET NORTHWEST OF
 GA1108'THE APPROXIMATE CENTER OF U.S.  HIGHWAY 11W AND 6 FEET
 GA1108'SOUTH OF A ROCK LEDGE.  IT IS A
 GA1108'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1108'DISK SET IN AN 8-INCH SQUARE CONCRETE CONCRETE
 GA1108'MONUMENT, PROJECTING
 GA1108'2-INCHES, AND THE DISK IS STAMPED SNIP RM-1 1963.
 GA1108'
 GA1108'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA1108'OF U.S.  HIGHWAY 11W AND
 GA1108'2 FEET NORTHEAST OF A CORNER POST.  IT IS A STANDARD
 GA1108'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA1108'SET IN AN 8-INCH SQUARE CONCRETE
 GA1108'MONUMENT, PROJECTING 2-INCHES, AND THE DISK IS
 GA1108'STAMPED SNIP RM-2
 GA1108'1963.
 GA1108'
 GA1108'TRAVERSE STATION CORBIN WILL SERVE AS AN AZIMUTH MARK.  SEE
 GA1108'DESCRIPTION THEREOF.
 GA1108'
 GA1108'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA1108
 GA1108                          STATION RECOVERY (1964)
 GA1108
 GA1108'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1108'6 MI NE FROM ROGERSVILLE.
 GA1108'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA1108'NORTHEAST ON U.S. HIGHWAY 11W FOR 6.7 MILES TO THE STATION ON
 GA1108'THE LEFT.  THE STATION IS 76 FEET WEST OF POWER POLE NO. EST 143,
 GA1108'48 FEET NORTHWEST OF FRANK STROUPES MAIL BOX, 32 FEET NORTHWEST
 GA1108'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 2.9 FEET EAST
 GA1108'OF WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1108'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1108'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1110 ***********************************************************************
 GA1110  DESIGNATION -  SNIP RM 1
 GA1110  PID         -  GA1110
 GA1110  STATE/COUNTY-  TN/HAWKINS
 GA1110  USGS QUAD   -  BUREM (1976)
 GA1110
 GA1110                         *CURRENT SURVEY CONTROL
 GA1110  ___________________________________________________________________
 GA1110* NAD 83(1986)-  36 28 12.     (N)    082 55 16.     (W)     SCALED    
 GA1110* NAVD 88     -       408.344  (meters)    1339.71   (feet)  ADJUSTED  
 GA1110  ___________________________________________________________________
 GA1110  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1110  DYNAMIC HT  -         407.974 (meters)    1338.49  (feet)  COMP
 GA1110  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GA1110
 GA1110  VERT ORDER  -  SECOND    CLASS 0
 GA1110
 GA1110.The horizontal coordinates were scaled from a topographic map and have
 GA1110.an estimated accuracy of +/- 6 seconds.
 GA1110
 GA1110.The orthometric height was determined by differential leveling
 GA1110.and adjusted by the National Geodetic Survey in June 1991..
 GA1110
 GA1110.The geoid height was determined by GEOID03.
 GA1110
 GA1110.The dynamic height is computed by dividing the NAVD 88
 GA1110.geopotential number by the normal gravity value computed on the
 GA1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1110.degrees latitude (g = 980.6199 gals.).
 GA1110
 GA1110.The modeled gravity was interpolated from observed gravity values.
 GA1110
 GA1110;                    North         East    Units  Estimated Accuracy
 GA1110;SPC TN       -   241,410.      875,910.      MT  (+/- 180 meters Scaled)
 GA1110
 GA1110                          SUPERSEDED SURVEY CONTROL
 GA1110
 GA1110  NGVD 29 (??/??/92)  408.502  (m)         1340.23   (f) ADJ UNCH    2 0
 GA1110
 GA1110.Superseded values are not recommended for survey control.
 GA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1110.See file dsdata.txt to determine how the superseded data were derived.
 GA1110
 GA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA278377(NAD 83)
 GA1110_MARKER: DD = SURVEY DISK
 GA1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1110_STAMPING: SNIP RM-1 1963
 GA1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1110+STABILITY: SURFACE MOTION
 GA1110
 GA1110  HISTORY     - Date     Condition        Report By
 GA1110  HISTORY     - 1963     MONUMENTED       TNHD
 GA1110  HISTORY     - 1964     GOOD             TNHD
 GA1110
 GA1110                          STATION DESCRIPTION
 GA1110
 GA1110'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1110'6 MI NE FROM ROGERSVILLE.
 GA1110'THE MARK IS LOCATED AT THE SNIP 1963 STATION SITE, 64 FEET WEST OF
 GA1110'POWER POLE NO. EST 143, 35 FEET NORTHWEST OF THE APPROXIMATE
 GA1110'CENTER OF U.S. HIGHWAY 11W AND 6 FEET SOUTH OF A ROCK LEDGE.
 GA1110'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1110'10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING ABOVE 2 INCHES
 GA1110'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1109 ***********************************************************************
 GA1109  DESIGNATION -  SNIP RM 2
 GA1109  PID         -  GA1109
 GA1109  STATE/COUNTY-  TN/HAWKINS
 GA1109  USGS QUAD   -  BUREM (1976)
 GA1109
 GA1109                         *CURRENT SURVEY CONTROL
 GA1109  ___________________________________________________________________
 GA1109* NAD 83(1986)-  36 28 12.     (N)    082 55 16.     (W)     SCALED    
 GA1109* NAVD 88     -       408.296  (meters)    1339.55   (feet)  ADJUSTED  
 GA1109  ___________________________________________________________________
 GA1109  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1109  DYNAMIC HT  -         407.927 (meters)    1338.34  (feet)  COMP
 GA1109  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GA1109
 GA1109  VERT ORDER  -  SECOND    CLASS 0
 GA1109
 GA1109.The horizontal coordinates were scaled from a topographic map and have
 GA1109.an estimated accuracy of +/- 6 seconds.
 GA1109
 GA1109.The orthometric height was determined by differential leveling
 GA1109.and adjusted by the National Geodetic Survey in June 1991..
 GA1109
 GA1109.The geoid height was determined by GEOID03.
 GA1109
 GA1109.The dynamic height is computed by dividing the NAVD 88
 GA1109.geopotential number by the normal gravity value computed on the
 GA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1109.degrees latitude (g = 980.6199 gals.).
 GA1109
 GA1109.The modeled gravity was interpolated from observed gravity values.
 GA1109
 GA1109;                    North         East    Units  Estimated Accuracy
 GA1109;SPC TN       -   241,410.      875,910.      MT  (+/- 180 meters Scaled)
 GA1109
 GA1109                          SUPERSEDED SURVEY CONTROL
 GA1109
 GA1109  NGVD 29 (??/??/92)  408.454  (m)         1340.07   (f) ADJ UNCH    2 0
 GA1109
 GA1109.Superseded values are not recommended for survey control.
 GA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1109.See file dsdata.txt to determine how the superseded data were derived.
 GA1109
 GA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA278377(NAD 83)
 GA1109_MARKER: DD = SURVEY DISK
 GA1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1109_STAMPING: SNIP RM-2 1963
 GA1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1109+STABILITY: SURFACE MOTION
 GA1109
 GA1109  HISTORY     - Date     Condition        Report By
 GA1109  HISTORY     - 1963     MONUMENTED       TNHD
 GA1109  HISTORY     - 1964     GOOD             TNHD
 GA1109
 GA1109                          STATION DESCRIPTION
 GA1109
 GA1109'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1109'6 MI NE FROM ROGERSVILLE.
 GA1109'THE MARK IS LOCATED AT THE SNIP 1963 STATION SITE, 32 FEET
 GA1109'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 2
 GA1109'FEET NORTHEAST OF A CORNER POST.  IT IS A STANDARD TENNESSEE
 GA1109'HIGHWAY DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING
 GA1109'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0426 ***********************************************************************
 FD0426  DESIGNATION -  SNUFF
 FD0426  PID         -  FD0426
 FD0426  STATE/COUNTY-  TN/GILES
 FD0426  USGS QUAD   -  TARPLEY (1982)
 FD0426
 FD0426                         *CURRENT SURVEY CONTROL
 FD0426  ___________________________________________________________________
 FD0426* NAD 83(1995)-  35 09 58.28130(N)    086 52 33.32579(W)     ADJUSTED  
 FD0426* NAVD 88     -       285.502  (meters)     936.68   (feet)  ADJUSTED  
 FD0426  ___________________________________________________________________
 FD0426  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FD0426  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0426  DYNAMIC HT  -         285.237 (meters)     935.82  (feet)  COMP
 FD0426  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD0426
 FD0426  HORZ ORDER  -  SECOND
 FD0426  VERT ORDER  -  SECOND    CLASS 0
 FD0426
 FD0426.The horizontal coordinates were established by classical geodetic methods
 FD0426.and adjusted by the National Geodetic Survey in April 1999..
 FD0426
 FD0426.The orthometric height was determined by differential leveling
 FD0426.and adjusted by the National Geodetic Survey in June 1991..
 FD0426
 FD0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0426
 FD0426.The geoid height was determined by GEOID03.
 FD0426
 FD0426.The dynamic height is computed by dividing the NAVD 88
 FD0426.geopotential number by the normal gravity value computed on the
 FD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0426.degrees latitude (g = 980.6199 gals.).
 FD0426
 FD0426.The modeled gravity was interpolated from observed gravity values.
 FD0426
 FD0426;                    North         East     Units Scale Factor Converg.
 FD0426;SPC TN       -    92,763.248   520,200.324   MT  1.00001585   -0 30 46.1
 FD0426;SPC TN       -   304,340.76  1,706,690.56   sFT  1.00001585   -0 30 46.1
 FD0426;UTM  16      - 3,891,480.120   511,299.219   MT  0.99960157   +0 04 17.3
 FD0426
 FD0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0426!SPC TN       -   0.99995953  x   1.00001585  =   0.99997538
 FD0426!UTM  16      -   0.99995953  x   0.99960157  =   0.99956111
 FD0426
 FD0426|---------------------------------------------------------------------|
 FD0426| PID    Reference Object                     Distance      Geod. Az  |
 FD0426|                                                           dddmmss.s |
 FD0426| FD0428 SNUFF RM 1                            9.397 METERS 02055     |
 FD0426| FD0427 SNUFF RM 2                            9.116 METERS 11452     |
 FD0426| FD0436 BUNKER HILL                         APPROX. 4.9 KM 1872403.6 |
 FD0426|---------------------------------------------------------------------|
 FD0426
 FD0426                          SUPERSEDED SURVEY CONTROL
 FD0426
 FD0426  NAD 83(1995)-  35 09 58.28301(N)    086 52 33.32559(W) AD(       ) 2
 FD0426  NAD 83(1995)-  35 09 58.28597(N)    086 52 33.32879(W) AD(       ) 2
 FD0426  NAD 83(1986)-  35 09 58.28982(N)    086 52 33.32696(W) AD(       ) 2
 FD0426  NAD 27      -  35 09 58.00180(N)    086 52 33.31710(W) AD(       ) 2
 FD0426  NGVD 29 (??/??/92)  285.478  (m)          936.61   (f) ADJ UNCH    2 0
 FD0426
 FD0426.Superseded values are not recommended for survey control.
 FD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0426.See file dsdata.txt to determine how the superseded data were derived.
 FD0426
 FD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1129991480(NAD 83)
 FD0426_MARKER: DE = TRAVERSE STATION DISK
 FD0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0426_STAMPING: SNUFF 1960
 FD0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0426+STABILITY: SURFACE MOTION
 FD0426
 FD0426  HISTORY     - Date     Condition        Report By
 FD0426  HISTORY     - 1960     MONUMENTED       CGS
 FD0426  HISTORY     - 1960     GOOD             CGS
 FD0426
 FD0426                          STATION DESCRIPTION
 FD0426
 FD0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0426'THE STATION IS LOCATED ON MR WILL PARDONS PROPERTY, ABOUT 9 MILES
 FD0426'SOUTHEAST OF PULASKI, ABOUT
 FD0426'2.5 MILES SOUTHWEST OF FRANKEWING AND ON THE SOUTHWEST
 FD0426'SLOPE OF A HILL.
 FD0426'
 FD0426'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEWING, GO WEST,
 FD0426'THEN SOUTH, ON FIRST
 FD0426'STREET FOR 0.05 MILE TO SHELL SERVICE STATION ON THE RIGHT
 FD0426'AND T INTERSECTION OF U S
 FD0426'HIGHWAY 64, TURN RIGHT, WEST, ON HIGHWAY 64
 FD0426'FOR 0.95 MILE TO TOP OF MCAFEE HILL, STORE
 FD0426'ON RIGHT AND TAR ROAD ON
 FD0426'LEFT, TURN LEFT, SOUTH, ON TAR ROAD FOR 2.15 MILES TO A
 FD0426'DRIVEWAY ON
 FD0426'RIGHT, T-FENCE CORNER ON LEFT AND END OF TRUCK TRAVEL.  PACK EAST
 FD0426'ALONG NORTH SIDE
 FD0426'OF EAST-WEST FENCE FOR ABOUT 250 YARDS TO SUMMIT OF
 FD0426'HILL AND STATION.
 FD0426'
 FD0426'THE STATION MARK IS 24 FEET NORTH OF WIRE FENCE AND 4.3 FEET EAST OF
 FD0426'WITNESS SIGN.  THE MARK
 FD0426'IS A STANDARD TRAVERSE DISK, SET IN TOP OF A CONCRETE
 FD0426'POST, SET FLUSH, AND IS STAMPED
 FD0426'SNUFF 1960.
 FD0426'
 FD0426'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN TOP OF A CONCRETE
 FD0426'POST, SET FLUSH, AND IS
 FD0426'STAMPED SNUFF NO 1 1960.
 FD0426'
 FD0426'REFERENCE MARK NO 2 IS 19 FEET NORTH OF WIRE FENCE.  THE MARK IS A
 FD0426'STANDARD DISK, SET IN
 FD0426'TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED SNUFF
 FD0426'NO 2 1960.
 FD0426'
 FD0426'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FD0426
 FD0426                          STATION RECOVERY (1960)
 FD0426
 FD0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0426'1.8 MI N FROM BUNKER HILL.
 FD0426'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0426'FOR 1.8 MILES TO A DRIVEWAY ON THE LEFT AND A T FENCE CORNER ON
 FD0426'THE RIGHT, THEN GO EAST ALONG NORTH SIDE OF EAST-WEST FENCE FOR
 FD0426'250 YARDS TO THE SUMMIT OF THE HILL AND THE STATION.  THE
 FD0426'STATION MARK IS 24 FT. NORTH OF A WIRE FENCE AND 4.3 FT. EAST
 FD0426'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0426'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0428 ***********************************************************************
 FD0428  DESIGNATION -  SNUFF RM 1
 FD0428  PID         -  FD0428
 FD0428  STATE/COUNTY-  TN/GILES
 FD0428  USGS QUAD   -  TARPLEY (1982)
 FD0428
 FD0428                         *CURRENT SURVEY CONTROL
 FD0428  ___________________________________________________________________
 FD0428* NAD 83(1986)-  35 09 58.     (N)    086 52 33.     (W)     SCALED    
 FD0428* NAVD 88     -       285.722  (meters)     937.41   (feet)  ADJUSTED  
 FD0428  ___________________________________________________________________
 FD0428  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0428  DYNAMIC HT  -         285.457 (meters)     936.54  (feet)  COMP
 FD0428  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD0428
 FD0428  VERT ORDER  -  SECOND    CLASS 0
 FD0428
 FD0428.The horizontal coordinates were scaled from a topographic map and have
 FD0428.an estimated accuracy of +/- 6 seconds.
 FD0428
 FD0428.The orthometric height was determined by differential leveling
 FD0428.and adjusted by the National Geodetic Survey in June 1991..
 FD0428
 FD0428.The geoid height was determined by GEOID03.
 FD0428
 FD0428.The dynamic height is computed by dividing the NAVD 88
 FD0428.geopotential number by the normal gravity value computed on the
 FD0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0428.degrees latitude (g = 980.6199 gals.).
 FD0428
 FD0428.The modeled gravity was interpolated from observed gravity values.
 FD0428
 FD0428;                    North         East    Units  Estimated Accuracy
 FD0428;SPC TN       -    92,760.      520,210.      MT  (+/- 180 meters Scaled)
 FD0428
 FD0428                          SUPERSEDED SURVEY CONTROL
 FD0428
 FD0428  NGVD 29 (??/??/92)  285.697  (m)          937.32   (f) ADJ UNCH    2 0
 FD0428
 FD0428.Superseded values are not recommended for survey control.
 FD0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0428.See file dsdata.txt to determine how the superseded data were derived.
 FD0428
 FD0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED113914(NAD 83)
 FD0428_MARKER: DR = REFERENCE MARK DISK
 FD0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0428_STAMPING: SNUFF NO 1 1960
 FD0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0428+STABILITY: SURFACE MOTION
 FD0428
 FD0428  HISTORY     - Date     Condition        Report By
 FD0428  HISTORY     - 1960     MONUMENTED       CGS
 FD0428
 FD0428                          STATION DESCRIPTION
 FD0428
 FD0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0428'1.8 MI N FROM BUNKER HILL.
 FD0428'THIS MARK IS LOCATED AT THE SNUFF 1960 STATION SITE, 31 FT.
 FD0428'NORTHEAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 FD0428'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0427 ***********************************************************************
 FD0427  DESIGNATION -  SNUFF RM 2
 FD0427  PID         -  FD0427
 FD0427  STATE/COUNTY-  TN/GILES
 FD0427  USGS QUAD   -  TARPLEY (1982)
 FD0427
 FD0427                         *CURRENT SURVEY CONTROL
 FD0427  ___________________________________________________________________
 FD0427* NAD 83(1986)-  35 09 58.     (N)    086 52 33.     (W)     SCALED    
 FD0427* NAVD 88     -       286.083  (meters)     938.59   (feet)  ADJUSTED  
 FD0427  ___________________________________________________________________
 FD0427  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0427  DYNAMIC HT  -         285.817 (meters)     937.72  (feet)  COMP
 FD0427  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD0427
 FD0427  VERT ORDER  -  SECOND    CLASS 0
 FD0427
 FD0427.The horizontal coordinates were scaled from a topographic map and have
 FD0427.an estimated accuracy of +/- 6 seconds.
 FD0427
 FD0427.The orthometric height was determined by differential leveling
 FD0427.and adjusted by the National Geodetic Survey in June 1991..
 FD0427
 FD0427.The geoid height was determined by GEOID03.
 FD0427
 FD0427.The dynamic height is computed by dividing the NAVD 88
 FD0427.geopotential number by the normal gravity value computed on the
 FD0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0427.degrees latitude (g = 980.6199 gals.).
 FD0427
 FD0427.The modeled gravity was interpolated from observed gravity values.
 FD0427
 FD0427;                    North         East    Units  Estimated Accuracy
 FD0427;SPC TN       -    92,760.      520,210.      MT  (+/- 180 meters Scaled)
 FD0427
 FD0427                          SUPERSEDED SURVEY CONTROL
 FD0427
 FD0427  NGVD 29 (??/??/92)  286.058  (m)          938.51   (f) ADJ UNCH    2 0
 FD0427
 FD0427.Superseded values are not recommended for survey control.
 FD0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0427.See file dsdata.txt to determine how the superseded data were derived.
 FD0427
 FD0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED113914(NAD 83)
 FD0427_MARKER: DR = REFERENCE MARK DISK
 FD0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0427_STAMPING: SNUFF NO 2 1960
 FD0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0427+STABILITY: SURFACE MOTION
 FD0427
 FD0427  HISTORY     - Date     Condition        Report By
 FD0427  HISTORY     - 1960     MONUMENTED       CGS
 FD0427
 FD0427                          STATION DESCRIPTION
 FD0427
 FD0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0427'1.8 MI N FROM BUNKER HILL.
 FD0427'THIS MARK IS LOCATED AT THE SNUFF 1960 STATION SITE, 30 FT.
 FD0427'SOUTHEAST OF THE STATION MARK AND 19 FT. NORTH OF A WIRE FENCE.
 FD0427'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0427'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0941 ***********************************************************************
 FC0941  DESIGNATION -  SNYDER 2
 FC0941  PID         -  FC0941
 FC0941  STATE/COUNTY-  TN/MCMINN
 FC0941  USGS QUAD   -  NIOTA (1990)
 FC0941
 FC0941                         *CURRENT SURVEY CONTROL
 FC0941  ___________________________________________________________________
 FC0941* NAD 83(1995)-  35 31 44.08750(N)    084 35 13.25355(W)     ADJUSTED  
 FC0941* NAVD 88     -       286.23   (meters)     939.1    (feet)  RESET     
 FC0941  ___________________________________________________________________
 FC0941  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FC0941  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0941
 FC0941  HORZ ORDER  -  THIRD
 FC0941  VERT ORDER  -  THIRD
 FC0941
 FC0941.The horizontal coordinates were established by classical geodetic methods
 FC0941.and adjusted by the National Geodetic Survey in April 1999..
 FC0941.No horizontal observational check was made to the station.
 FC0941
 FC0941.The orthometric height was computed from unverified reset data.
 FC0941
 FC0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0941
 FC0941.The geoid height was determined by GEOID03.
 FC0941
 FC0941;                    North         East     Units Scale Factor Converg.
 FC0941;SPC TN       -   133,573.755   728,144.067   MT  0.99996250   +0 49 38.0
 FC0941;SPC TN       -   438,233.23  2,388,919.33   sFT  0.99996250   +0 49 38.0
 FC0941;UTM  16      - 3,934,378.206   718,783.824   MT  1.00018990   +1 24 10.0
 FC0941
 FC0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0941!SPC TN       -   0.99995985  x   0.99996250  =   0.99992235
 FC0941!UTM  16      -   0.99995985  x   1.00018990  =   1.00014974
 FC0941
 FC0941|---------------------------------------------------------------------|
 FC0941| PID    Reference Object                     Distance      Geod. Az  |
 FC0941|                                                           dddmmss.s |
 FC0941| FC0943 SNYDER 2 RM 3                        19.002 METERS 04221     |
 FC0941| FC0940 SNYDER                               76.930 METERS 17053     |
 FC0941| FC0946 SNYDER AZ MK                                       2575622.3 |
 FC0941| FC0945 SNYDER 2 RM 4                        18.535 METERS 31723     |
 FC0941|---------------------------------------------------------------------|
 FC0941
 FC0941                          SUPERSEDED SURVEY CONTROL
 FC0941
 FC0941  NAD 83(1995)-  35 31 44.09218(N)    084 35 13.25383(W) AD(       ) 3
 FC0941  NAD 83(1986)-  35 31 44.09681(N)    084 35 13.25187(W) AD(       ) 3
 FC0941  NAD 27      -  35 31 43.83022(N)    084 35 13.49491(W) AD(       ) 3
 FC0941  NGVD 29 (07/19/86)  286.30   (m)          939.3    (f) LEVELING    3  
 FC0941
 FC0941.Superseded values are not recommended for survey control.
 FC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0941.See file dsdata.txt to determine how the superseded data were derived.
 FC0941
 FC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1878434378(NAD 83)
 FC0941_MARKER: DE = TRAVERSE STATION DISK
 FC0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0941_SP_SET: MONUMENT
 FC0941_STAMPING: SNYDER 2 1969
 FC0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0941
 FC0941  HISTORY     - Date     Condition        Report By
 FC0941  HISTORY     - 1969     MONUMENTED       CGS
 FC0941  HISTORY     - 1969     GOOD             CGS
 FC0941
 FC0941                          STATION DESCRIPTION
 FC0941
 FC0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0941'THE STATION IS LOCATED ALONG THE NORTHWEST RIGHT-OF-WAY OF PROPOSED
 FC0941'INTERSTATE ROUTE 75 ABOUT 6 MILES NORTH OF ATHENS, 2.5
 FC0941'MILES WEST OF NIOTA, AND ON THE PROPERTY OF MRS. ALPHA SNYDER.
 FC0941'
 FC0941'TO REACH THE STATION FROM THE CAUTION LIGHT ON U. S. HIGHWAY 11 IN
 FC0941'NIOTA, GO NORTHWESTERLY ON A PAVED ROAD FOR 0.45 OF A MILE
 FC0941'TO A CROSSROAD. HERE CONTINUE STRAIGHT AHEAD, NORTHWESTERLY ON THE
 FC0941'PAVED ROAD FOR 0.45 OF A MILE TO A GRAVELED T ROAD LEFT,
 FC0941'CONTINUE WESTERLY AND NORTHWESTERLY ON THE PAVED ROAD FOR 0.95 OF A
 FC0941'MILE TO A FORK, CONTINUE ON THE LEFT FORK, WESTERLY, FOR
 FC0941'0.3 OF A MILE TO A GRAVELED DRIVEWAY ON THE RIGHT. HERE TURN RIGHT ON
 FC0941'THIS GRAVELED DRIVEWAY AND GO NORTHERLY FOR ABOUT 280 FEET
 FC0941'TO THE STATION ON THE LEFT.
 FC0941'
 FC0941'THE STATION IS 279 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED
 FC0941'ROAD, 250 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0941'PROPOSED INTERSTATE ROUTE 75, 57 FEET SOUTH OF THE SOUTH EDGE OF
 FC0941'WOODS, 43 FEET SOUTH-SOUTHWEST OF A 16-INCH ELM TREE, 28
 FC0941'FEET NORTH-NORTHWEST OF A 10-INCH CEDAR TREE, 22 FEET WEST OF THE
 FC0941'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, 7 FEET WEST OF A
 FC0941'10-INCH WHITE OAK TREE, AND 0.9 OF A FOOT EAST OF A METAL WITNESS
 FC0941'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN
 FC0941'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 FC0941'DISK IS STAMPED SNYDER 2 1969.
 FC0941'
 FC0941'REFERENCE MARK NO. 3 IS 28.5 FEET EAST AND ACROSS THE GRAVELED
 FC0941'DRIVEWAY FROM A 16-INCH ELM TREE, 20 FEET EAST OF THE
 FC0941'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, 19.5 FEET
 FC0941'SOUTH-SOUTHEAST OF A 16-INCH CEDAR TREE, 1.4 FEET WEST OF A
 FC0941'METAL WITNESS POST AND SIGN, AND ABOUT 1 FOOT BELOW THE ELEVATION OF
 FC0941'THE STATION. IT IS A STANDARD DISK SET IN THE TOP OF AN
 FC0941'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK
 FC0941'IS STAMPED SNYDER 2 NO 3 1969.
 FC0941'
 FC0941'REFERENCE MARK NO. 4 IS 63 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0941'GRAVELED DRIVEWAY, 54 FEET WEST OF A 16-INCH ELM TREE, 7 FEET
 FC0941'SOUTH OF THE SOUTH EDGE OF THE WOODS, ABOUT 3 FEET BELOW THE
 FC0941'ELEVATION OF THE STATION, AND 1.5 FEET SOUTH OF A METAL
 FC0941'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN
 FC0941'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 FC0941'THE DISK IS STAMPED SNYDER 2 NO 4 1969.
 FC0941'
 FC0941'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC0941'REFERENCE MARK NO. 4 IS 83.20 FEET-25.360 METERS.
 FC0941'
 FC0941'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE WEST OF THE STATION IN THE
 FC0941'SOUTHWEST ANGLE OF A T ROAD INTERSECTION, 52 FEET
 FC0941'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A
 FC0941'PAVED ROAD AND A GRAVELED T ROAD SOUTH, 48 FEET WEST OF THE
 FC0941'APPROXIMATE CENTER OF THE GRAVELED ROAD, 17 FEET SOUTH OF THE
 FC0941'APPROXIMATE CENTER OF THE PAVED ROAD, AND 1.0 FOOT SOUTH OF A
 FC0941'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC0941'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0941'IS STAMPED SNYDER 1961.
 FC0941'
 FC0941'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE PAVED ROAD AND THE
 FC0941'GRAVELED DRIVEWAY NEAR THE STATION SITE, CONTINUE WESTERLY
 FC0941'ON THE PAVED ROAD FOR 0.25 OF A MILE TO A GRAVELED T ROAD SOUTH AND
 FC0941'THE MARK IN THE SOUTHWEST ANGLE.
 FC0941
 FC0941                          STATION RECOVERY (1969)
 FC0941
 FC0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FC0941'2.5 MI W FROM NIOTA.
 FC0941'THIS MARK IS AT THE SNYDER 2 1969 TRAVERSE STATION SITE.  TO
 FC0941'REACH THE MARK FROM THE CAUTION LIGHT ON U.S. HIGHWAY 11 IN
 FC0941'NIOTA, GO NORTHWESTERLY ON A PAVED ROAD FOR 0.45 OF A MILE TO A
 FC0941'CROSSROAD.  HERE CONTINUE STRAIGHT AHEAD, NORTHWESTERLY ON THE
 FC0941'PAVED ROAD FOR 0.45 OF A MILE TO A GRAVELED T ROAD LEFT, CONTINUE
 FC0941'WESTERLY AND NORTHWESTERLY ON THE PAVED ROAD FOR 0.95 OF A MILE
 FC0941'TO A FORK.  KEEP THE LEFT FORK AND CONTINUE WESTERLY ON THE PAVED
 FC0941'ROAD FOR 0.3 OF A MILE TO A GRAVELED DRIVEWAY ON THE RIGHT, TURN
 FC0941'RIGHT ON THE GRAVELED DRIVEWAY AND GO NORTHERLY ABOUT 280 FEET
 FC0941'TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 279 FEET NORTH OF
 FC0941'THE APPROXIMATE CENTER OF THE PAVED ROAD, 250 FEET NORTHWEST OF
 FC0941'THE APPROXIMATE CENTER OF INTERSTATE ROUTE 75, 62.34-FEET SOUTHWEST
 FC0941'OF SNYDER 2 R.M. 3, 60.81-FEET SOUTHEAST OF SNYDER 2 R.M. 4,
 FC0941'57 FEET SOUTH OF THE SOUTH EDGE OF THE WOODS, 43 FEET
 FC0941'SOUTH-SOUTHWEST OF A 16-INCH ELM TREE, 28 FEET NORTH-NORTHWEST
 FC0941'OF A 10-INCH CEDAR TREE, 22 FEET WEST OF THE APPROXIMATE CENTER OF
 FC0941'THE DRIVEWAY, 7 FEET WEST OF A 10-INCH WHITE OAK TREE, AND 0.9
 FC0941'OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0941'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH,
 FC0941'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FC0941'STAMPED SNYDER 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0943 ***********************************************************************
 FC0943  DESIGNATION -  SNYDER 2 RM 3
 FC0943  PID         -  FC0943
 FC0943  STATE/COUNTY-  TN/MCMINN
 FC0943  USGS QUAD   -  NIOTA (1990)
 FC0943
 FC0943                         *CURRENT SURVEY CONTROL
 FC0943  ___________________________________________________________________
 FC0943* NAD 83(1986)-  35 31 41.     (N)    084 35 13.     (W)     SCALED    
 FC0943* NAVD 88     -       285.92   (meters)     938.1    (feet)  RESET     
 FC0943  ___________________________________________________________________
 FC0943  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0943
 FC0943  VERT ORDER  -  THIRD
 FC0943
 FC0943.The horizontal coordinates were scaled from a topographic map and have
 FC0943.an estimated accuracy of +/- 6 seconds.
 FC0943
 FC0943.The orthometric height was computed from unverified reset data.
 FC0943
 FC0943.The geoid height was determined by GEOID03.
 FC0943
 FC0943;                    North         East    Units  Estimated Accuracy
 FC0943;SPC TN       -   133,480.      728,150.      MT  (+/- 180 meters Scaled)
 FC0943
 FC0943                          SUPERSEDED SURVEY CONTROL
 FC0943
 FC0943.No superseded survey control is available for this station.
 FC0943
 FC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187342(NAD 83)
 FC0943_MARKER: DR = REFERENCE MARK DISK
 FC0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0943_SP_SET: MONUMENT
 FC0943_STAMPING: SNYDER 2 NO 3 1969
 FC0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0943
 FC0943  HISTORY     - Date     Condition        Report By
 FC0943  HISTORY     - 1969     MONUMENTED       CGS
 FC0943
 FC0943                          STATION DESCRIPTION
 FC0943
 FC0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC0943'2.5 MI W FROM NIOTA.
 FC0943'THIS MARK IS AT THE SNYDER 2 1969 TRAVERSE STATION SITE, 83.20
 FC0943'FEET EAST OF SNYDER 2 R.M. 4, 62.34 FEET NORTHEAST OF SNYDER 2
 FC0943'1969, 28.5 FEET EAST AND ACROSS THE GRAVELED DRIVEWAY FROM A
 FC0943'16-INCH ELM TREE, 20 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC0943'GRAVELED DRIVEWAY, 19.5 FEET SOUTH-SOUTHEAST OF A 16-INCH CEDAR
 FC0943'TREE, 1.4 FEET WEST OF A METAL WITNESS POST AND SIGN, AND ON A
 FC0943'LOW BANK.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FC0943'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FC0943'AND THE DISK IS STAMPED SNYDER 2 NO 3 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0945 ***********************************************************************
 FC0945  DESIGNATION -  SNYDER 2 RM 4
 FC0945  PID         -  FC0945
 FC0945  STATE/COUNTY-  TN/MCMINN
 FC0945  USGS QUAD   -  NIOTA (1990)
 FC0945
 FC0945                         *CURRENT SURVEY CONTROL
 FC0945  ___________________________________________________________________
 FC0945* NAD 83(1986)-  35 31 41.     (N)    084 35 13.     (W)     SCALED    
 FC0945* NAVD 88     -       285.29   (meters)     936.0    (feet)  RESET     
 FC0945  ___________________________________________________________________
 FC0945  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0945
 FC0945  VERT ORDER  -  THIRD
 FC0945
 FC0945.The horizontal coordinates were scaled from a topographic map and have
 FC0945.an estimated accuracy of +/- 6 seconds.
 FC0945
 FC0945.The orthometric height was computed from unverified reset data.
 FC0945
 FC0945.The geoid height was determined by GEOID03.
 FC0945
 FC0945;                    North         East    Units  Estimated Accuracy
 FC0945;SPC TN       -   133,480.      728,150.      MT  (+/- 180 meters Scaled)
 FC0945
 FC0945                          SUPERSEDED SURVEY CONTROL
 FC0945
 FC0945.No superseded survey control is available for this station.
 FC0945
 FC0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187342(NAD 83)
 FC0945_MARKER: DR = REFERENCE MARK DISK
 FC0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0945_SP_SET: MONUMENT
 FC0945_STAMPING: SNYDER 2 NO 4 1969
 FC0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0945
 FC0945  HISTORY     - Date     Condition        Report By
 FC0945  HISTORY     - 1969     MONUMENTED       CGS
 FC0945
 FC0945                          STATION DESCRIPTION
 FC0945
 FC0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC0945'2.5 MI W FROM NIOTA.
 FC0945'THIS MARK IS AT THE SNYDER 2 1969 TRAVERSE STATION SITE, 83.20
 FC0945'FEET WEST OF SNYDER 2 R.M. 3, 63 FEET WEST OF THE APPROXIMATE
 FC0945'CENTER OF A GRAVELED DRIVEWAY, 60.81 FEET NORTHWEST OF SNYDER 2
 FC0945'1969, 54 FEET WEST OF A 16-INCH ELM TREE, 7 FEET SOUTH OF THE
 FC0945'SOUTH EDGE OF THE WOODS, AND 1.5 FEET SOUTH OF A METAL WITNESS
 FC0945'POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 FC0945'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3
 FC0945'INCHES AND THE DISK IS STAMPED SNYDER 2 NO 4 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0946 ***********************************************************************
 FC0946  DESIGNATION -  SNYDER AZ MK
 FC0946  PID         -  FC0946
 FC0946  STATE/COUNTY-  TN/MCMINN
 FC0946  USGS QUAD   -  NIOTA (1990)
 FC0946
 FC0946                         *CURRENT SURVEY CONTROL
 FC0946  ___________________________________________________________________
 FC0946* NAD 83(1986)-  35 31 41.     (N)    084 35 29.     (W)     SCALED    
 FC0946* NAVD 88     -       284.119  (meters)     932.15   (feet)  ADJUSTED  
 FC0946  ___________________________________________________________________
 FC0946  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0946  DYNAMIC HT  -         283.839 (meters)     931.23  (feet)  COMP
 FC0946  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 FC0946
 FC0946  VERT ORDER  -  SECOND    CLASS 0
 FC0946
 FC0946.The horizontal coordinates were scaled from a topographic map and have
 FC0946.an estimated accuracy of +/- 6 seconds.
 FC0946
 FC0946.The orthometric height was determined by differential leveling
 FC0946.and adjusted by the National Geodetic Survey in June 1991..
 FC0946
 FC0946.The geoid height was determined by GEOID03.
 FC0946
 FC0946.The dynamic height is computed by dividing the NAVD 88
 FC0946.geopotential number by the normal gravity value computed on the
 FC0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0946.degrees latitude (g = 980.6199 gals.).
 FC0946
 FC0946.The modeled gravity was interpolated from observed gravity values.
 FC0946
 FC0946;                    North         East    Units  Estimated Accuracy
 FC0946;SPC TN       -   133,470.      727,750.      MT  (+/- 180 meters Scaled)
 FC0946
 FC0946                          SUPERSEDED SURVEY CONTROL
 FC0946
 FC0946  NGVD 29 (??/??/92)  284.189  (m)          932.38   (f) ADJ UNCH    2 0
 FC0946
 FC0946.Superseded values are not recommended for survey control.
 FC0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0946.See file dsdata.txt to determine how the superseded data were derived.
 FC0946
 FC0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE183342(NAD 83)
 FC0946_MARKER: DZ = AZIMUTH MARK DISK
 FC0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0946_SP_SET: MONUMENT
 FC0946_STAMPING: SNYDER 1961
 FC0946_MARK LOGO: CGS   
 FC0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0946
 FC0946  HISTORY     - Date     Condition        Report By
 FC0946  HISTORY     - 1961     MONUMENTED       CGS
 FC0946  HISTORY     - 1969     GOOD             NGS
 FC0946
 FC0946                          STATION DESCRIPTION
 FC0946
 FC0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0946'2.7 MI W FROM NIOTA.
 FC0946'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AND
 FC0946'MORE UP-TO-DATE DESCRIPTION FOLLOWS.  TO REACH THE MARK FROM THE
 FC0946'CAUTION LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO NORTHWESTERLY ON A
 FC0946'PAVED ROAD FOR 0.45 OF A MILE TO A CROSSROAD.  HERE CONTINUE
 FC0946'STRAIGHT AHEAD, NORTHWESTERLY ON THE PAVED ROAD FOR 0.45 OF A
 FC0946'MILE TO A GRAVELED T ROAD LEFT, CONTINUE WESTERLY AND NORTH-WESTERLY
 FC0946'ON THE PAVED ROAD FOR 0.95 OF A MILE TO A FORK, KEEP LEFT FORK
 FC0946'AND CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.3 OF A MILE TO A
 FC0946'GRAVELED DRIVEWAY ON THE RIGHT AND TRAVERSE STATION SNYDER 2
 FC0946'1969.  CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.25 OF A MILE TO A
 FC0946'GRAVELED T ROAD SOUTH AND THE MARK IN THE SOUTHWEST ANGLE AS
 FC0946'DESCRIBED.  IT IS 52 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FC0946'CENTER OF THE INTERSECTION OF THE PAVED ROAD AND THE GRAVELED
 FC0946'T ROAD SOUTH, 48 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0946'GRAVELED ROAD, 17 FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 FC0946'ROAD, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 FC0946'IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 FC0946'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SNYDER 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2677 ***********************************************************************
 AJ2677  DESIGNATION -  SOCCER
 AJ2677  PID         -  AJ2677
 AJ2677  STATE/COUNTY-  TN/SHELBY
 AJ2677  USGS QUAD   -  GERMANTOWN (1997)
 AJ2677
 AJ2677                         *CURRENT SURVEY CONTROL
 AJ2677  ___________________________________________________________________
 AJ2677* NAD 83(1995)-  35 01 24.92850(N)    089 45 44.51578(W)     ADJUSTED  
 AJ2677* NAVD 88     -       102.6    (meters)     337.     (feet)  GPS OBS   
 AJ2677  ___________________________________________________________________
 AJ2677  X           -      21,687.184 (meters)                     COMP
 AJ2677  Y           -  -5,228,941.735 (meters)                     COMP
 AJ2677  Z           -   3,640,053.606 (meters)                     COMP
 AJ2677  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2677  ELLIP HEIGHT-          75.09  (meters)          (04/26/01) GPS OBS
 AJ2677  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AJ2677
 AJ2677  HORZ ORDER  -  FIRST
 AJ2677  ELLP ORDER  -  FOURTH    CLASS I
 AJ2677
 AJ2677.The horizontal coordinates were established by GPS observations
 AJ2677.and adjusted by the National Geodetic Survey in April 2001..
 AJ2677
 AJ2677.The orthometric height was determined by GPS observations and a
 AJ2677.high-resolution geoid model.
 AJ2677
 AJ2677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2677
 AJ2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2677
 AJ2677.The ellipsoidal height was determined by GPS observations
 AJ2677.and is referenced to NAD 83.
 AJ2677
 AJ2677.The geoid height was determined by GEOID03.
 AJ2677
 AJ2677;                    North         East     Units Scale Factor Converg.
 AJ2677;SPC TN       -    83,184.955   256,707.351   MT  1.00004767   -2 12 09.5
 AJ2677;SPC TN       -   272,915.97    842,214.03   sFT  1.00004767   -2 12 09.5
 AJ2677;UTM  16      - 3,879,147.671   247,968.355   MT  1.00038293   -1 35 10.3
 AJ2677
 AJ2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2677!SPC TN       -   0.99998821  x   1.00004767  =   1.00003588
 AJ2677!UTM  16      -   0.99998821  x   1.00038293  =   1.00037114
 AJ2677
 AJ2677                          SUPERSEDED SURVEY CONTROL
 AJ2677
 AJ2677.No superseded survey control is available for this station.
 AJ2677
 AJ2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4796879148(NAD 83)
 AJ2677_MARKER: DD = SURVEY DISK
 AJ2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2677_MARK LOGO: TN1620
 AJ2677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2677+STABILITY: SURFACE MOTION
 AJ2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2677+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2677
 AJ2677  HISTORY     - Date     Condition        Report By
 AJ2677  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2677  HISTORY     - 20010228 MARK NOT FOUND   TN1620
 AJ2677  HISTORY     - 20031028 MARK NOT FOUND   TN1620
 AJ2677
 AJ2677                          STATION DESCRIPTION
 AJ2677
 AJ2677'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2677'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2677'MILE (1.61 KM) WEST OF COLLIERVILLE TENNESSEE IN THE MIKE ROSE SOCCER
 AJ2677'COMPLEX.
 AJ2677'TO REACH THE STATION FROM THE INTERSECTION OF FOREST HILL-IRENE ROAD
 AJ2677'AND SHELBY DRIVE, PROCEED NORTH ON FOREST HILL-IRENE ROAD
 AJ2677'APPROXIMATELY 0.25 MILE (0.40 KM) TO CINDY PARLOW DRIVE (PRIVATE) .
 AJ2677'TURN LEFT AND CONTINUE WEST ON CINDY PARLOW DRIVE INTO SOCCER COMPLEX
 AJ2677'APPROXIMATELY 0.20 MILE (0.32 KM) TO THE STATION ON THE LEFT.
 AJ2677'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2677'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2677'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED ON THE SOUTH SIDE
 AJ2677'OF PARLOW DRIVE AT THE FIRST PARKING LOT WEST OF FOREST HILL-IRENE
 AJ2677'ROAD, 109.20 FEET (33.28 M) NORTHWEST OF THE SOUTHWEST CORNER OF OF A
 AJ2677'SPLIT RAIL VINLY FENCE AROUND PARKING LOT, 20.00 FEET (6.10 M) WEST OF
 AJ2677'THE FENCE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2677
 AJ2677                          STATION RECOVERY (2001)
 AJ2677
 AJ2677'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2001 (DA)
 AJ2677'DESTROYED
 AJ2677
 AJ2677                          STATION RECOVERY (2003)
 AJ2677
 AJ2677'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2512 ***********************************************************************
 FE2512  DESIGNATION -  SOMER
 FE2512  PID         -  FE2512
 FE2512  STATE/COUNTY-  TN/FAYETTE
 FE2512  USGS QUAD   -  LACONIA (1983)
 FE2512
 FE2512                         *CURRENT SURVEY CONTROL
 FE2512  ___________________________________________________________________
 FE2512* NAD 83(1995)-  35 16 01.78516(N)    089 18 56.02789(W)     ADJUSTED  
 FE2512* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 FE2512  ___________________________________________________________________
 FE2512  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FE2512  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2512
 FE2512  HORZ ORDER  -  SECOND
 FE2512
 FE2512.The horizontal coordinates were established by classical geodetic methods
 FE2512.and adjusted by the National Geodetic Survey in April 1999..
 FE2512
 FE2512.The orthometric height was scaled from a topographic map.
 FE2512
 FE2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2512
 FE2512.The geoid height was determined by GEOID03.
 FE2512
 FE2512;                    North         East     Units Scale Factor Converg.
 FE2512;SPC TN       -   108,718.367   298,373.960   MT  0.99999702   -1 56 27.8
 FE2512;SPC TN       -   356,686.84    978,915.23   sFT  0.99999702   -1 56 27.8
 FE2512;UTM  16      - 3,905,129.306   289,370.828   MT  1.00014677   -1 20 14.9
 FE2512
 FE2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2512!SPC TN       -   0.99998048  x   0.99999702  =   0.99997750
 FE2512!UTM  16      -   0.99998048  x   1.00014677  =   1.00012725
 FE2512
 FE2512|---------------------------------------------------------------------|
 FE2512| PID    Reference Object                     Distance      Geod. Az  |
 FE2512|                                                           dddmmss.s |
 FE2512| CG4303 SOMER RM 1                           28.053 METERS 03901     |
 FE2512| FE2509 LACONIA LOT WT 27                   APPROX. 4.3 KM 0655112.9 |
 FE2512| CG4304 SOMER RM 2                           28.013 METERS 14226     |
 FE2512| FE2498 WILLISTON LOT WT 29                 APPROX.14.1 KM 1923034.7 |
 FE2512| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX. 3.9 KM 2283416.5 |
 FE2512| CG4302 SOMER AZ MK                                        2423249.9 |
 FE2512|---------------------------------------------------------------------|
 FE2512
 FE2512                          SUPERSEDED SURVEY CONTROL
 FE2512
 FE2512  NAD 83(1995)-  35 16 01.78908(N)    089 18 56.02919(W) AD(       ) 2
 FE2512  NAD 83(1995)-  35 16 01.79017(N)    089 18 56.02890(W) AD(       ) 2
 FE2512  NAD 83(1986)-  35 16 01.79717(N)    089 18 56.02823(W) AD(       ) 2
 FE2512  NAD 27      -  35 16 01.49180(N)    089 18 55.77650(W) AD(       ) 2
 FE2512
 FE2512.Superseded values are not recommended for survey control.
 FE2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2512.See file dsdata.txt to determine how the superseded data were derived.
 FE2512
 FE2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8937105129(NAD 83)
 FE2512_MARKER: DS = TRIANGULATION STATION DISK
 FE2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2512
 FE2512  HISTORY     - Date     Condition        Report By
 FE2512  HISTORY     - 1958     MONUMENTED       CGS
 FE2512
 FE2512                          STATION DESCRIPTION
 FE2512
 FE2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2512'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF SOMERVILLE AND ON
 FE2512'PROPERTY OWNED BY MR. G.A. BRUNNER.  IT IS 89 FEET SOUTHWEST OF
 FE2512'A WHITE WITNESS POST, 70 FEET SOUTH OF AN 8 INCH PINE TREE AND 57
 FE2512'FEET NORTH OF THE CENTER OF A CONCRETE SLAB.  THE MONUMENT
 FE2512'PROJECTS 2 INCHES AND THE DISK IS STAMPED SOMER 1958.
 FE2512'
 FE2512'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE IN
 FE2512'SOMERVILLE, GO NORTH ON STATE HIGHWAY 59 FOR 0.2 MILE TO OLD MILL
 FE2512'ROAD.  TURN RIGHT ON OLD MILL ROAD AND GO EASTERLY FOR 1.25 MILES TO
 FE2512'A Y-INTERSECTION.  BEAR RIGHT FOR 1.2 MILES TO A DRIVEWAY ON THE
 FE2512'RIGHT.  TURN RIGHT ON DRIVEWAY FOR ABOUT 30 FEET TO A GATE ON THE
 FE2512'LEFT AND THE AZIMUTH MARK.  TURN LEFT THROUGH THE GATE AND GO EAST
 FE2512'FOR 0.25 MILE TO THE STATION.
 FE2512'
 FE2512'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 4 FEET NORTH OF A WHITE
 FE2512'WITNESS POST AND 49 FEET EAST OF AN 8 INCH PINE TREE.  THE
 FE2512'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED SOMER NO 1 1958.
 FE2512'
 FE2512'REFERENCE MARK 2 IS 1 FOOT WEST OF A FENCE AND 56 FEET SOUTHEAST OF
 FE2512'THE SOUTHEAST CORNER OF THE CONCRETE SLAB.  THE MONUMENT
 FE2512'PROJECTS 6 INCHES AND THE DISK IS STAMPED SOMER NO 2 1958.
 FE2512'
 FE2512'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2512'6 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WITNESS
 FE2512'POST, 2 FEET NORTHEAST OF A POWERLINE POLE, 4 FEET NORTH OF THE NORTH
 FE2512'SIDE OF THE GATE AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS
 FE2512'FLUSH AND THE DISK IS STAMPED SOMER 1958.
 FE2512'
 FE2512'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1028 ***********************************************************************
 FE1028  DESIGNATION -  SOMERVILLE
 FE1028  PID         -  FE1028
 FE1028  STATE/COUNTY-  TN/FAYETTE
 FE1028  USGS QUAD   -  SOMERVILLE (1981)
 FE1028
 FE1028                         *CURRENT SURVEY CONTROL
 FE1028  ___________________________________________________________________
 FE1028* NAD 83(1986)-  35 14 13.     (N)    089 20 53.     (W)     SCALED    
 FE1028* NAVD 88     -       124.270  (meters)     407.71   (feet)  ADJUSTED  
 FE1028  ___________________________________________________________________
 FE1028  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1028  DYNAMIC HT  -         124.157 (meters)     407.34  (feet)  COMP
 FE1028  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 FE1028
 FE1028  VERT ORDER  -  SECOND    CLASS 0
 FE1028
 FE1028.The horizontal coordinates were scaled from a topographic map and have
 FE1028.an estimated accuracy of +/- 6 seconds.
 FE1028
 FE1028.The orthometric height was determined by differential leveling
 FE1028.and adjusted by the National Geodetic Survey in June 1991..
 FE1028
 FE1028.The geoid height was determined by GEOID03.
 FE1028
 FE1028.The dynamic height is computed by dividing the NAVD 88
 FE1028.geopotential number by the normal gravity value computed on the
 FE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1028.degrees latitude (g = 980.6199 gals.).
 FE1028
 FE1028.The modeled gravity was interpolated from observed gravity values.
 FE1028
 FE1028;                    North         East    Units  Estimated Accuracy
 FE1028;SPC TN       -   105,470.      295,310.      MT  (+/- 180 meters Scaled)
 FE1028
 FE1028                          SUPERSEDED SURVEY CONTROL
 FE1028
 FE1028  NGVD 29 (??/??/??)  124.255  (m)          407.66   (f) ADJUSTED    2 0
 FE1028
 FE1028.Superseded values are not recommended for survey control.
 FE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1028.See file dsdata.txt to determine how the superseded data were derived.
 FE1028
 FE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE863018(NAD 83)
 FE1028_MARKER: DB = BENCH MARK DISK
 FE1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1028_SP_SET: BUILDING
 FE1028_STAMPING: SOMERVILLE 1934
 FE1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1028
 FE1028  HISTORY     - Date     Condition        Report By
 FE1028  HISTORY     - 1934     MONUMENTED       CGS
 FE1028  HISTORY     - 1935     GOOD             CGS
 FE1028  HISTORY     - 20020924 POOR             USACE
 FE1028
 FE1028                          STATION DESCRIPTION
 FE1028
 FE1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1028'AT SOMERVILLE.
 FE1028'AT SOMERVILLE, FAYETTE COUNTY, AT THE HIGH SCHOOL, IN THE
 FE1028'SOUTHEAST CORNER OF THE WALL, 2 FEET WEST OF THE EAST EDGE,
 FE1028'2 FEET EAST OF A WINDOW, AND 4 FEET ABOVE THE GROUND.  A
 FE1028'STANDARD DISK, STAMPED SOMERVILLE 1934 AND SET VERTICALLY.
 FE1028
 FE1028                          STATION RECOVERY (2002)
 FE1028
 FE1028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1028'MARK DESTROYED, OLD HIGH SCHOOL TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2504 ***********************************************************************
 FE2504  DESIGNATION -  SOMERVILLE
 FE2504  PID         -  FE2504
 FE2504  STATE/COUNTY-  TN/FAYETTE
 FE2504  USGS QUAD   -  MACON (1983)
 FE2504
 FE2504                         *CURRENT SURVEY CONTROL
 FE2504  ___________________________________________________________________
 FE2504* NAD 83(1995)-  35 14 19.96932(N)    089 22 50.17266(W)     ADJUSTED  
 FE2504* NAVD 88     -       136.06   (+/-2cm)     446.4    (feet)  VERTCON   
 FE2504  ___________________________________________________________________
 FE2504  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE2504  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2504
 FE2504  HORZ ORDER  -  THIRD
 FE2504  VERT ORDER  -  THIRD ? (See Below)
 FE2504
 FE2504.The horizontal coordinates were established by classical geodetic methods
 FE2504.and adjusted by the National Geodetic Survey in April 1999..
 FE2504
 FE2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2504.The vertical order pertains to the NGVD 29 superseded value.
 FE2504
 FE2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2504
 FE2504.The geoid height was determined by GEOID03.
 FE2504
 FE2504;                    North         East     Units Scale Factor Converg.
 FE2504;SPC TN       -   105,784.885   292,351.036   MT  1.00000198   -1 58 44.9
 FE2504;SPC TN       -   347,062.58    959,155.02   sFT  1.00000198   -1 58 44.9
 FE2504;UTM  16      - 3,902,131.976   283,378.202   MT  1.00017834   -1 22 26.8
 FE2504
 FE2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2504!SPC TN       -   0.99998298  x   1.00000198  =   0.99998496
 FE2504!UTM  16      -   0.99998298  x   1.00017834  =   1.00016132
 FE2504
 FE2504|---------------------------------------------------------------------|
 FE2504| PID    Reference Object                     Distance      Geod. Az  |
 FE2504|                                                           dddmmss.s |
 FE2504| CG4306 SOMERVILLE RM 1                       8.476 METERS 07459     |
 FE2504| CG4305 SOMERVILLE AZ MK                                   0772946.3 |
 FE2504| FE2505 TT 10 CWH                            35.313 METERS 25515     |
 FE2504| CG4307 SOMERVILLE RM 2                       9.572 METERS 25543     |
 FE2504|---------------------------------------------------------------------|
 FE2504
 FE2504                          SUPERSEDED SURVEY CONTROL
 FE2504
 FE2504  NAD 83(1995)-  35 14 19.97321(N)    089 22 50.17369(W) AD(       ) 3
 FE2504  NAD 83(1995)-  35 14 19.97409(N)    089 22 50.17338(W) AD(       ) 3
 FE2504  NAD 83(1986)-  35 14 19.98127(N)    089 22 50.17310(W) AD(       ) 3
 FE2504  NAD 27      -  35 14 19.67310(N)    089 22 49.91240(W) AD(       ) 3
 FE2504  NGVD 29 (07/19/86)  136.04   (m)          446.3    (f) LEVELING    3  
 FE2504
 FE2504.Superseded values are not recommended for survey control.
 FE2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2504.See file dsdata.txt to determine how the superseded data were derived.
 FE2504
 FE2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8337802132(NAD 83)
 FE2504_MARKER: DS = TRIANGULATION STATION DISK
 FE2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2504
 FE2504  HISTORY     - Date     Condition        Report By
 FE2504  HISTORY     - 1958     MONUMENTED       CGS
 FE2504
 FE2504                          STATION DESCRIPTION
 FE2504
 FE2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2504'THE STATION IS ABOUT 2.0 MILES WEST OF SOMERVILLE, 8 MILES EAST OF
 FE2504'OAKLAND, IN THE NORTHEAST ANGLE OF U.S. HIGHWAY 64 AND THE
 FE2504'INTERSECTION OF A GRAVEL ROAD NORTH, ON THE HIGHWAY RIGHT-OF-WAY.  IT
 FE2504'IS 2 FEET SOUTH OF A WIRE FENCE, 5 FEET EAST OF A WHITE WITNESS
 FE2504'POST, 31 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 64, AND 96
 FE2504'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD.  THE MONUMENT IS
 FE2504'FLUSH AND THE DISK IS STAMPED SOMERVILLE 1958.
 FE2504'
 FE2504'TO REACH THE STATION FROM THE SOUTH SIDE OF THE SQUARE AND THE
 FE2504'JUNCTION OF U.S. HIGHWAY 64 AND STATE ROUTE 76, IN SOMERVILLE,
 FE2504'GO WEST ON HIGHWAY 64 FOR 1.8 MILES TO THE STATION ON THE RIGHT,
 FE2504'NORTH.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 FE2504'HIGHWAY 64 FOR 0.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTH.
 FE2504'
 FE2504'REFERENCE MARK 1 IS IN AN EASTWEST FENCE LINE, 2 FEET WEST OF THE
 FE2504'WEST SIDE OF A GATE, AND 31 FEET NORTH OF THE CENTER LINE OF
 FE2504'HIGHWAY 64.  THE MONUMENT IS FLUSH AND THE DISK STAMPED SOMERVILLE NO
 FE2504'1 1958.
 FE2504'
 FE2504'REFERENCE MARK 2 IS IN THE EASTWEST FENCE LINE, 64 FEET EAST OF THE
 FE2504'CENTER LINE OF A GRAVEL ROAD, 31 FEET NORTH OF THE CENTER LINE OF
 FE2504'HIGHWAY 64.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SOMERVILLE
 FE2504'NO 2 1958.
 FE2504'
 FE2504'THE AZIMUTH MARK IS SET IN THE FENCE LINE, 32 FEET SOUTH OF THE
 FE2504'CENTER LINE OF HIGHWAY 64, 9 FEET SOUTHEAST OF A POWER LINE POLE,
 FE2504'AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 4
 FE2504'INCHES AND THE DISK IS STAMPED SOMERVILLE 1958.
 FE2504'
 FE2504'TT 10 (USGS) IS IN THE FENCE LINE, 30 FEET NORTH OF THE CENTER LINE
 FE2504'OF HIGHWAY 64, 24 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD
 FE2504'AND 3 FEET WEST OF THE FENCE CORNER.  THE MARK IS A STANDARD (USGS)
 FE2504'DISK STAMPED TT 10 CWH 1951, SET IN AN 8X8 INCH CONCRETE MONUMENT
 FE2504'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2493 ***********************************************************************
 FE2493  DESIGNATION -  SOMERVILLE MUNICIPAL TANK
 FE2493  PID         -  FE2493
 FE2493  STATE/COUNTY-  TN/FAYETTE
 FE2493  USGS QUAD   -  SOMERVILLE (1981)
 FE2493
 FE2493                         *CURRENT SURVEY CONTROL
 FE2493  ___________________________________________________________________
 FE2493* NAD 83(1995)-  35 14 38.75965(N)    089 20 50.68535(W)     ADJUSTED  
 FE2493* NAVD 88     -                                                        
 FE2493  ___________________________________________________________________
 FE2493  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2493  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2493
 FE2493  HORZ ORDER  -  THIRD
 FE2493
 FE2493.The horizontal coordinates were established by classical geodetic methods
 FE2493.and adjusted by the National Geodetic Survey in April 1999..
 FE2493
 FE2493
 FE2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2493
 FE2493.The geoid height was determined by GEOID03.
 FE2493
 FE2493;                    North         East     Units Scale Factor Converg.
 FE2493;SPC TN       -   106,259.805   295,390.167   MT  1.00000105   -1 57 34.9
 FE2493;SPC TN       -   348,620.71    969,125.91   sFT  1.00000105   -1 57 34.9
 FE2493;UTM  16      - 3,902,639.035   286,412.662   MT  1.00016224   -1 21 18.4
 FE2493
 FE2493                          SUPERSEDED SURVEY CONTROL
 FE2493
 FE2493  NAD 83(1995)-  35 14 38.76316(N)    089 20 50.68677(W) AD(       ) 4
 FE2493  NAD 83(1995)-  35 14 38.76429(N)    089 20 50.68662(W) AD(       ) 4
 FE2493  NAD 83(1986)-  35 14 38.77175(N)    089 20 50.68548(W) AD(       ) 4
 FE2493  NAD 27      -  35 14 38.46300(N)    089 20 50.43100(W) AD(       ) 3
 FE2493
 FE2493.Superseded values are not recommended for survey control.
 FE2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2493.See file dsdata.txt to determine how the superseded data were derived.
 FE2493
 FE2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8641302639(NAD 83)
 FE2493_MARKER: 53 = ELEVATED TANK
 FE2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2493+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 FE2493
 FE2493  HISTORY     - Date     Condition        Report By
 FE2493  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2493  HISTORY     - 20051126 GOOD             MSSU
 FE2493
 FE2493                          STATION DESCRIPTION
 FE2493
 FE2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2493'THE STATION IS THE FINIAL AT THE APEX OF THE TANK, LOCATED IN THE
 FE2493'CENTER OF SOMERVILLE. IT IS SUPPORTED BY 6 LEGS. THE STRUCTURE IS
 FE2493'PAINTED SILVER WITH LEGEND SOMERVILLE IN BLACK. THE OVERALL HEIGHT IS
 FE2493'146 FEET. THE TANK IS LOCATED ONE BLOCK EAST OF THE COURTHOUSE IN
 FE2493'THE SQUARE IN SOMERVILLE ON HIAWATHA STREET BY THE FAYETTE COUNTY
 FE2493'JAIL.
 FE2493
 FE2493                          STATION RECOVERY (2005)
 FE2493
 FE2493'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (JGT)
 FE2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0726 ***********************************************************************
 GC0726  DESIGNATION -  SORGUM
 GC0726  PID         -  GC0726
 GC0726  STATE/COUNTY-  TN/DAVIDSON
 GC0726  USGS QUAD   -  ANTIOCH (1983)
 GC0726
 GC0726                         *CURRENT SURVEY CONTROL
 GC0726  ___________________________________________________________________
 GC0726* NAD 83(1995)-  36 05 15.40136(N)    086 42 20.85867(W)     ADJUSTED  
 GC0726* NAVD 88     -       188.808  (meters)     619.45   (feet)  ADJUSTED  
 GC0726  ___________________________________________________________________
 GC0726  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GC0726  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0726  DYNAMIC HT  -         188.645 (meters)     618.91  (feet)  COMP
 GC0726  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GC0726
 GC0726  HORZ ORDER  -  SECOND
 GC0726  VERT ORDER  -  SECOND    CLASS 0
 GC0726
 GC0726.The horizontal coordinates were established by classical geodetic methods
 GC0726.and adjusted by the National Geodetic Survey in April 1999..
 GC0726
 GC0726.The orthometric height was determined by differential leveling
 GC0726.and adjusted by the National Geodetic Survey in June 1991..
 GC0726
 GC0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0726
 GC0726.The geoid height was determined by GEOID03.
 GC0726
 GC0726.The dynamic height is computed by dividing the NAVD 88
 GC0726.geopotential number by the normal gravity value computed on the
 GC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0726.degrees latitude (g = 980.6199 gals.).
 GC0726
 GC0726.The modeled gravity was interpolated from observed gravity values.
 GC0726
 GC0726;                    North         East     Units Scale Factor Converg.
 GC0726;SPC TN       -   194,865.563   536,436.676   MT  0.99995816   -0 24 47.5
 GC0726;SPC TN       -   639,321.43  1,759,959.33   sFT  0.99995816   -0 24 47.5
 GC0726;UTM  16      - 3,993,705.975   526,486.756   MT  0.99960864   +0 10 23.9
 GC0726
 GC0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0726!SPC TN       -   0.99997494  x   0.99995816  =   0.99993310
 GC0726!UTM  16      -   0.99997494  x   0.99960864  =   0.99958359
 GC0726
 GC0726|---------------------------------------------------------------------|
 GC0726| PID    Reference Object                     Distance      Geod. Az  |
 GC0726|                                                           dddmmss.s |
 GC0726| GC0728 SORGUM RM 1                          34.421 METERS 12343     |
 GC0726| GC2226 NOLEN                               APPROX. 3.8 KM 2941633.9 |
 GC0726| GC0727 SORGUM RM 2                          22.302 METERS 35745     |
 GC0726|---------------------------------------------------------------------|
 GC0726
 GC0726                          SUPERSEDED SURVEY CONTROL
 GC0726
 GC0726  NAD 83(1995)-  36 05 15.40380(N)    086 42 20.86091(W) AD(       ) 2
 GC0726  NAD 83(1995)-  36 05 15.40564(N)    086 42 20.86028(W) AD(       ) 2
 GC0726  NAD 83(1986)-  36 05 15.41142(N)    086 42 20.86168(W) AD(       ) 2
 GC0726  NAD 27      -  36 05 15.20190(N)    086 42 20.86870(W) AD(       ) 2
 GC0726  NGVD 29 (??/??/92)  188.832  (m)          619.53   (f) ADJ UNCH    2 0
 GC0726
 GC0726.Superseded values are not recommended for survey control.
 GC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0726.See file dsdata.txt to determine how the superseded data were derived.
 GC0726
 GC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2648793706(NAD 83)
 GC0726_MARKER: DE = TRAVERSE STATION DISK
 GC0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0726_STAMPING: SORGUM 1959
 GC0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0726+STABILITY: SURFACE MOTION
 GC0726
 GC0726  HISTORY     - Date     Condition        Report By
 GC0726  HISTORY     - 1959     MONUMENTED       CGS
 GC0726  HISTORY     - 1960     GOOD             NGS
 GC0726  HISTORY     - 1975     GOOD             LOCENG
 GC0726
 GC0726                          STATION DESCRIPTION
 GC0726
 GC0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0726'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF THE DOWNTOWN
 GC0726'SECTION OF NASHVELLE, 2-1/2 MILES SOUTH OF THE NASHVILLE
 GC0726'MUNICIPAL AIRPORT, AND 1-1/2 MILES NORTHEAST OF PROVIDENCE.
 GC0726'
 GC0726'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC0726'STATE HIGHWAY 155 (ABOUT 6 MILES SOUTHEAST OF THE BUSINESS
 GC0726'DISTRICT OF NASHVILLE) GO SOUTHEAST ON U.S. HIGHWAY 41A FOR 2.0 MILES
 GC0726'TO A SIDE ROAD LEFT.  TURN LEFT ONTO PARAGON MILL ROAD AND GO
 GC0726'0.6 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.25 MILE TO A FORK.
 GC0726'TAKE THE LEFT FORK AND GO 0.7 MILE TO A PRIVATE DRIVE ON THE LEFT.
 GC0726'TURN LEFT INTO THE DRIVEWAY AND GO ABOUT 200 FEET TO THE STATION ON
 GC0726'THE LEFT AS DESCRIBED.
 GC0726'
 GC0726'THE STATION MARK, A STANDARD DISK STAMPED SORGUM 1959, IS SET IN THE
 GC0726'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 GC0726'OF THE GROUND.  IT IS 105 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 GC0726'CORNER OF A HOUSE, 26 FEET WEST OF A DRIVEWAY, 9 FEET NORTHEAST OF
 GC0726'A WITNESS SIGN, AND 8 FEET WEST OF A WIRE FENCE LINE.
 GC0726'
 GC0726'REFERENCE MARK 1, A STANDARD DISK STAMPED SORGUM NO. 1 1959, IS SET
 GC0726'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0726'SURFACE OF THE GROUND.  IT IS 162 FEET SOUTHEAST OF THE SOUTHEAST
 GC0726'CORNER OF A HOUSE AND 3 FEET WEST OF A FENCE LINE.
 GC0726'
 GC0726'REFERENCE MARK 2, A STANDARD DISK STAMPED SORGUM NO. 2 1959, IS SET
 GC0726'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0726'SURFACE OF THE GROUND.  IT IS 48 FEET SOUTHWEST OF THE SOUTHWEST
 GC0726'CORNER OF A HOUSE AND 1 FOOT EAST OF A WIRE FENCE LINE.
 GC0726'
 GC0726'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0726'
 GC0726'NASHVILLE, TENN. NAT. GAS CO., MAST CAN BE USED FOR A GROUND AZIMUTH.
 GC0726'IT IS LOCATED ABOUT 100 YARDS SOUTHEAST OF TRIANGULATION
 GC0726'STATION NOLEN AND 10 FEET SOUTHEAST OF THE STEEL FENCE AROUND THE
 GC0726'RADNOR WATER DISTRICT RESERVOIR.  THE MAST IS ABOUT 130 FEET IN
 GC0726'HEIGHT AND IS PAINTED ORANGE AND WHITE IN COLOR IN ALTERNATING
 GC0726'SECTIONS.  THE POINT OBSERVED UPON WAS THE RED OBSTRUCTION LIGHT
 GC0726'MOUNTED ON THE TOP OF THE MAST.
 GC0726
 GC0726                          STATION RECOVERY (1960)
 GC0726
 GC0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0726'3.4 MI NW FROM ANTIOCH.
 GC0726'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0726'FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST ON INTERSTATE HIGHWAY 24
 GC0726'TO PARAGAN MILLS ROAD ON THE LEFT, THEN GO 0.25 MILES WEST ON
 GC0726'PARAGAN MILLS ROAD TO THE CREST OF A HILL, THEN GO 0.1 MILE NORTH
 GC0726'ON A PRIVATE DRIVE LEADING TO A HOUSE.  THE STATION MARK IS 117
 GC0726'FT. SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 30 FT. WEST OF THE
 GC0726'CENTER OF THE PRIVATE DRIVE, 7.8 FT. EAST OF A FENCE, AND 9.1 FT.
 GC0726'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0726'POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE
 GC0726'ROAD.
 GC0726
 GC0726                          STATION RECOVERY (1975)
 GC0726
 GC0726'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (JOS)
 GC0726'SORGUM 1959 IN EXCELLENT CONDITION.
 GC0726'SORGUM R. M. 2 IN EXCELLENT CONDITION.
 GC0726'SORGUM R. M. 1 IN EXCELLENT CONDITION.
 GC0726'
 GC0726'THERE HAS BEEN BULLDOZIER WORK IN THE AREA AND I FEEL THAT THESE
 GC0726'MARKERS WILL BE DESTROYED WITHIN 1 YEAR OF THIS REPORT.
 GC0726'
 GC0726'DISTANCE AND DIRECTION FROM NEAREST TOWN--ANTIOCH, TENN. 3.45
 GC0726'MILES NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0728 ***********************************************************************
 GC0728  DESIGNATION -  SORGUM RM 1
 GC0728  PID         -  GC0728
 GC0728  STATE/COUNTY-  TN/DAVIDSON
 GC0728  USGS QUAD   -  ANTIOCH (1983)
 GC0728
 GC0728                         *CURRENT SURVEY CONTROL
 GC0728  ___________________________________________________________________
 GC0728* NAD 83(1986)-  36 05 15.     (N)    086 42 20.     (W)     SCALED    
 GC0728* NAVD 88     -       187.355  (meters)     614.68   (feet)  ADJUSTED  
 GC0728  ___________________________________________________________________
 GC0728  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0728  DYNAMIC HT  -         187.194 (meters)     614.15  (feet)  COMP
 GC0728  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GC0728
 GC0728  VERT ORDER  -  SECOND    CLASS 0
 GC0728
 GC0728.The horizontal coordinates were scaled from a topographic map and have
 GC0728.an estimated accuracy of +/- 6 seconds.
 GC0728
 GC0728.The orthometric height was determined by differential leveling
 GC0728.and adjusted by the National Geodetic Survey in June 1991..
 GC0728
 GC0728.The geoid height was determined by GEOID03.
 GC0728
 GC0728.The dynamic height is computed by dividing the NAVD 88
 GC0728.geopotential number by the normal gravity value computed on the
 GC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0728.degrees latitude (g = 980.6199 gals.).
 GC0728
 GC0728.The modeled gravity was interpolated from observed gravity values.
 GC0728
 GC0728;                    North         East    Units  Estimated Accuracy
 GC0728;SPC TN       -   194,850.      536,460.      MT  (+/- 180 meters Scaled)
 GC0728
 GC0728                          SUPERSEDED SURVEY CONTROL
 GC0728
 GC0728  NGVD 29 (??/??/92)  187.379  (m)          614.76   (f) ADJ UNCH    2 0
 GC0728
 GC0728.Superseded values are not recommended for survey control.
 GC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0728.See file dsdata.txt to determine how the superseded data were derived.
 GC0728
 GC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE265936(NAD 83)
 GC0728_MARKER: DR = REFERENCE MARK DISK
 GC0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0728_STAMPING: SORGUM NO 1 1959
 GC0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0728+STABILITY: SURFACE MOTION
 GC0728
 GC0728  HISTORY     - Date     Condition        Report By
 GC0728  HISTORY     - 1959     MONUMENTED       CGS
 GC0728  HISTORY     - 1960     GOOD             NGS
 GC0728
 GC0728                          STATION DESCRIPTION
 GC0728
 GC0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0728'3.4 MI NW FROM ANTIOCH.
 GC0728'THIS MARK IS LOCATED AT THE SORGUM 1959 STATION SITE, 112 FT.
 GC0728'SOUTHEAST OF THE STATION MARK, 70 FT. EAST OF THE CENTER OF THE
 GC0728'PRIVATE DRIVE, AND 2.6 FT. WEST OF A FENCE.  THE DISK IS SET IN
 GC0728'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT
 GC0728'4 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0727 ***********************************************************************
 GC0727  DESIGNATION -  SORGUM RM 2
 GC0727  PID         -  GC0727
 GC0727  STATE/COUNTY-  TN/DAVIDSON
 GC0727  USGS QUAD   -  ANTIOCH (1983)
 GC0727
 GC0727                         *CURRENT SURVEY CONTROL
 GC0727  ___________________________________________________________________
 GC0727* NAD 83(1986)-  36 05 15.     (N)    086 42 20.     (W)     SCALED    
 GC0727* NAVD 88     -       189.460  (meters)     621.59   (feet)  ADJUSTED  
 GC0727  ___________________________________________________________________
 GC0727  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0727  DYNAMIC HT  -         189.297 (meters)     621.05  (feet)  COMP
 GC0727  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GC0727
 GC0727  VERT ORDER  -  SECOND    CLASS 0
 GC0727
 GC0727.The horizontal coordinates were scaled from a topographic map and have
 GC0727.an estimated accuracy of +/- 6 seconds.
 GC0727
 GC0727.The orthometric height was determined by differential leveling
 GC0727.and adjusted by the National Geodetic Survey in June 1991..
 GC0727
 GC0727.The geoid height was determined by GEOID03.
 GC0727
 GC0727.The dynamic height is computed by dividing the NAVD 88
 GC0727.geopotential number by the normal gravity value computed on the
 GC0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0727.degrees latitude (g = 980.6199 gals.).
 GC0727
 GC0727.The modeled gravity was interpolated from observed gravity values.
 GC0727
 GC0727;                    North         East    Units  Estimated Accuracy
 GC0727;SPC TN       -   194,850.      536,460.      MT  (+/- 180 meters Scaled)
 GC0727
 GC0727                          SUPERSEDED SURVEY CONTROL
 GC0727
 GC0727  NGVD 29 (??/??/92)  189.485  (m)          621.67   (f) ADJ UNCH    2 0
 GC0727
 GC0727.Superseded values are not recommended for survey control.
 GC0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0727.See file dsdata.txt to determine how the superseded data were derived.
 GC0727
 GC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE265936(NAD 83)
 GC0727_MARKER: DR = REFERENCE MARK DISK
 GC0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0727_STAMPING: SORGUM NO 2 1959
 GC0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0727+STABILITY: SURFACE MOTION
 GC0727
 GC0727  HISTORY     - Date     Condition        Report By
 GC0727  HISTORY     - 1959     MONUMENTED       CGS
 GC0727  HISTORY     - 1960     GOOD             NGS
 GC0727
 GC0727                          STATION DESCRIPTION
 GC0727
 GC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0727'3.4 MI NW FROM ANTIOCH.
 GC0727'THIS MARK IS LOCATED AT THE SORGUM 1959 STATION SITE, 73 FT.
 GC0727'NORTH OF THE STATION MARK, 53 FT. SOUTHWEST OF THE SOUTHWEST
 GC0727'CORNER OF A HOUSE, 19 FT. SOUTH OF 14-INCH OAK TREE, 33 FT. WEST
 GC0727'OF THE CENTER OF A PRIVATE DRIVE, 1.9 FT. EAST OF A FENCE.  THE
 GC0727'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0727'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0929 ***********************************************************************
 FC0929  DESIGNATION -  SOUTHERLAND
 FC0929  PID         -  FC0929
 FC0929  STATE/COUNTY-  TN/MCMINN
 FC0929  USGS QUAD   -  NIOTA (1990)
 FC0929
 FC0929                         *CURRENT SURVEY CONTROL
 FC0929  ___________________________________________________________________
 FC0929* NAD 83(1995)-  35 34 56.37668(N)    084 32 25.82206(W)     ADJUSTED  
 FC0929* NAVD 88     -       318.990  (meters)    1046.55   (feet)  ADJUSTED  
 FC0929  ___________________________________________________________________
 FC0929  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FC0929  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0929  DYNAMIC HT  -         318.678 (meters)    1045.53  (feet)  COMP
 FC0929  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 FC0929
 FC0929  HORZ ORDER  -  SECOND
 FC0929  VERT ORDER  -  SECOND    CLASS 0
 FC0929
 FC0929.The horizontal coordinates were established by classical geodetic methods
 FC0929.and adjusted by the National Geodetic Survey in April 1999..
 FC0929
 FC0929.The orthometric height was determined by differential leveling
 FC0929.and adjusted by the National Geodetic Survey in June 1991..
 FC0929
 FC0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0929
 FC0929.The geoid height was determined by GEOID03.
 FC0929
 FC0929.The dynamic height is computed by dividing the NAVD 88
 FC0929.geopotential number by the normal gravity value computed on the
 FC0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0929.degrees latitude (g = 980.6199 gals.).
 FC0929
 FC0929.The modeled gravity was interpolated from observed gravity values.
 FC0929
 FC0929;                    North         East     Units Scale Factor Converg.
 FC0929;SPC TN       -   139,561.046   732,273.281   MT  0.99995800   +0 51 16.0
 FC0929;SPC TN       -   457,876.53  2,402,466.59   sFT  0.99995800   +0 51 16.0
 FC0929;UTM  16      - 3,940,408.186   722,853.577   MT  1.00021205   +1 25 54.1
 FC0929
 FC0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0929!SPC TN       -   0.99995471  x   0.99995800  =   0.99991271
 FC0929!UTM  16      -   0.99995471  x   1.00021205  =   1.00016675
 FC0929
 FC0929:                Primary Azimuth Mark                     Grid Az
 FC0929:SPC TN       -  SOUTHERLAND AZ MK                        055 00 37.3
 FC0929:UTM  16      -  SOUTHERLAND AZ MK                        054 25 59.2
 FC0929
 FC0929|---------------------------------------------------------------------|
 FC0929| PID    Reference Object                     Distance      Geod. Az  |
 FC0929|                                                           dddmmss.s |
 FC0929| FC0927 SOUTHERLAND AZ MK                                  0555153.3 |
 FC0929| FC0930 SOUTHERLAND RM 2                     10.799 METERS 17826     |
 FC0929| FC0928 SOUTHERLAND RM 1                     11.110 METERS 35852     |
 FC0929|---------------------------------------------------------------------|
 FC0929
 FC0929                          SUPERSEDED SURVEY CONTROL
 FC0929
 FC0929  NAD 83(1995)-  35 34 56.38194(N)    084 32 25.82226(W) AD(       ) 2
 FC0929  NAD 83(1986)-  35 34 56.38675(N)    084 32 25.82047(W) AD(       ) 2
 FC0929  NAD 27      -  35 34 56.12090(N)    084 32 26.06790(W) AD(       ) 2
 FC0929  NGVD 29 (??/??/92)  319.066  (m)         1046.80   (f) ADJ UNCH    2 0
 FC0929
 FC0929.Superseded values are not recommended for survey control.
 FC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0929.See file dsdata.txt to determine how the superseded data were derived.
 FC0929
 FC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2285440408(NAD 83)
 FC0929_MARKER: DE = TRAVERSE STATION DISK
 FC0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0929_STAMPING: SOUTHERLAND 1961
 FC0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0929+STABILITY: SURFACE MOTION
 FC0929
 FC0929  HISTORY     - Date     Condition        Report By
 FC0929  HISTORY     - 1961     MONUMENTED       CGS
 FC0929  HISTORY     - 1961     GOOD             CGS
 FC0929  HISTORY     - 1969     GOOD             CGS
 FC0929  HISTORY     - 1969     GOOD             NGS
 FC0929
 FC0929                          STATION DESCRIPTION
 FC0929
 FC0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0929'THE STATION IS LOCATED ON THE PROPERTY OF MR. RALPH SOUTHERLAND,
 FC0929'ABOUT 6 MILES WEST OF SWEETWATER, 4 MILES NORTH OF NIOTA, AND
 FC0929'2 MILES EAST OF THE SMALL COMMUNITY OF UNION GROVE.
 FC0929'
 FC0929'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U. S.
 FC0929'HIGHWAY 11 AND STATE ROUTE 68, NEAR THE SOUTH END OF THE
 FC0929'BUSINESS SECTION OF SWEETWATER, GO WESTERLY ON STATE ROUTE 68 FOR 3.4
 FC0929'MILES TO A SIDE ROAD LEFT, AT SIGN PLEASANT GROVE CHURCH,
 FC0929'AND JUST BEFORE REACHING THE MCMINN COUNTY LINE. HERE TURN LEFT,
 FC0929'SOUTH, ON A GRAVELED ROAD AND GO 1.1 MILES TO A T JUNCTION,
 FC0929'TURN RIGHT, WEST, AND GO 0.7 MILE TO A T JUNCTION, TURN LEFT, SOUTH,
 FC0929'AND GO 0.1 MILE TO A T FENCE CORNER ON THE RIGHT AND THE
 FC0929'AZIMUTH MARK AS DESCRIBED. HERE CONTINUE SOUTH ON THE GRAVELED
 FC0929'ROAD FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO THE WILLIAM
 FC0929'BYRD FARM BUILDINGS, TURN RIGHT, WEST, ON THIS DRIVEWAY,
 FC0929'PASSING BETWEEN THE HOUSE AND A SMALL BARN, FOR 0.1 MILE TO A WIRE
 FC0929'GATE, PASS THROUGH THIS WIRE GATE AND CONTINUE WESTERLY
 FC0929'ACROSS OPEN PASTURE FOR 0.2 MILE TO A NORTH-SOUTH FENCE SEPARATING
 FC0929'THE BYRD AND SOUTHERLAND PROPERTIES, AND END OF TRUCK
 FC0929'TRAVEL. THE STATION IS JUST ACROSS THIS FENCE TO THE WEST, ON TOP OF
 FC0929'A VINE COVERED BANK AT THE EAST EDGE OF A FIELD.
 FC0929'
 FC0929'THE STATION IS NEAR THE EDGE OF A VINE COVERED BANK, ABOUT 60 YARDS
 FC0929'SOUTH OF AN OLD CEMETERY, 15 FEET WEST OF THE NORTH-SOUTH
 FC0929'FENCE SEPARATING THE BYRD AND SOUTHERLAND PROPERTIES, AND 1.6 FEET
 FC0929'WEST OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN A
 FC0929'FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED SOUTHERLAND 1961.
 FC0929'
 FC0929'REFERENCE MARK NO. 1 IS NEAR THE EDGE OF A VINE COVERED BANK, 16 FEET
 FC0929'WEST OF THE NORTH-SOUTH FENCE SEPARATING THE BYRD AND SOUTHERLAND
 FC0929'PROPERTIES AND ABOUT 1 FOOT ABOVE THE ELEVATION OF THE STATION. IT IS
 FC0929'A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND THE DISK IS
 FC0929'STAMPED SOUTHERLAND NO 1 1961.
 FC0929'
 FC0929'REFERENCE MARK NO. 2 IS NEAR THE EDGE OF A VINE COVERED BANK, 13 FEET
 FC0929'WEST OF THE NORTH-SOUTH FENCE SEPARATING THE BYRD AND SOUTHERLAND
 FC0929'PROPERTIES AND ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT
 FC0929'IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND THE DISK IS
 FC0929'STAMPED SOUTHERLAND NO 2 1961.
 FC0929'
 FC0929'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST CORNER OF A PASTURE ON
 FC0929'THE PROPERTY OF WILLIAM BYRD, 16 FEET WEST OF THE APPROXIMATE
 FC0929'CENTER OF A GRAVELED ROAD, 4 FEET SOUTHWEST OF A T FENCE CORNER POST,
 FC0929'3 FEET SOUTH OF A WIRE FENCE, 3 FEET WEST OF A WIRE
 FC0929'FENCE, AND 2.4 FEET WEST OF A METAL WITNESS POST. IT IS A STANDARD
 FC0929'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 FC0929'INCHES AND THE DISK IS STAMPED SOUTHERLAND 1961.
 FC0929'
 FC0929'ALL OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 FC0929
 FC0929                          STATION RECOVERY (1961)
 FC0929
 FC0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0929'6.1 MI SW FROM SWEETWATER.
 FC0929'FROM THE POST OFFICE IN SWEETWATER, GO SOUTH ON U.S. HIGHWAY
 FC0929'11 FOR 0.25 MILES TO THE JUNCTION OF STATE HIGHWAY 68, TURN RIGHT
 FC0929'AND GO 3.4 MILES WEST ON STATE HIGHWAY 68, THEN TURN RIGHT ON A
 FC0929'GRAVELED ROAD AND GO 1.1 MILES SOUTH TO A T JUNCTION, TURN RIGHT,
 FC0929'WEST AND GO 0.7 MILE TO A T JUNCTION, TURN LEFT, SOUTH, AND GO
 FC0929'0.3 MILE SOUTH TO A DRIVEWAY LEADING TO THE BYRD FARM BUILDINGS,
 FC0929'TURN RIGHT, WEST, ON THIS DRIVEWAY, PASSING BETWEEN THE HOUSE AND
 FC0929'SMALL BARN FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THIS WIRE
 FC0929'GATE AND CONTINUE WESTERLY ACROSS OPEN PASTURE FOR 0.2 MILE TO A
 FC0929'NORTH-SOUTH FENCE SEPERATING THE BYRD AND SOUTHERLAND PROPERTIES.
 FC0929'THE STATION IS JUST ACROSS THIS FENCE TO THE WEST ON TOP OF A VINE
 FC0929'COVERED BANK AT THE EAST EDGE OF A FIELD, ABOUT 60 YARDS SOUTH OF
 FC0929'AN OLD CEMETERY, 15 FT. WEST OF THE NORTH-SOUTH FENCE SEPERATING
 FC0929'THE BYRD AND SOUTHERLAND PROPERTIES, AND 1.6 FT. WEST OF A METAL
 FC0929'WITNESS POST.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0929'2 INCHES.
 FC0929
 FC0929                          STATION RECOVERY (1969)
 FC0929
 FC0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0929'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0929'THE STATION WAS NOT OCCUPIED, HOWEVER, THE HORIZONTAL
 FC0929'MEASURED DISTANCE BETWEEN THE STATION AND THE REFERENCE MARKS WERE
 FC0929'VERIFIED. DUE TO THE REFERENCE MARKS BEING VERY NEARLY IN LINE ACROSS
 FC0929'THE STATION MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 FC0929'
 FC0929'DUE TO CHANGES AT THE SITE OF THE AZIMUTH MARK, THE ORIGINAL
 FC0929'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING
 FC0929'IS A NEW AND COMPLETE DESCRIPTION.
 FC0929'
 FC0929'THE STATION IS LOCATED ON THE TOP OF A LOW BANK ALONG THE EAST EDGE
 FC0929'OF A CULTIVATED FIELD ON THE PROPERTY OF MR.  RALPH
 FC0929'SOUTHERLAND, ABOUT 6 MILES WEST OF SWEETWATER, ABOUT 4 MILES NORTH OF
 FC0929'NIOTA, AND 2 MILES EAST OF THE SMALL COMMUNITY OF UNION
 FC0929'GROVE.
 FC0929'
 FC0929'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO SOUTHWEST
 FC0929'ON U. S. HIGHWAY 11E FOR 0.25 OF A MILE TO THE JUNCTION OF
 FC0929'STATE ROUTE 68. HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 68 FOR
 FC0929'3.4 MILES TO A T ROAD LEFT AT SIGN PLEASANT GROVE CHURCH,
 FC0929'TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 1.1 MILES TO AN
 FC0929'OILED T CROSSROAD. HERE TURN RIGHT AND GO WESTERLY ON
 FC0929'THE OILED ROAD FOR 0.7 OF A MILE TO AN OILED CROSSROAD, TURN LEFT
 FC0929'AND GO SOUTH ON THE OILED ROAD FOR 0.1 OF A MILE TO A SOUTHEAST
 FC0929'FENCE CORNER ON THE RIGHT AT THE NORTHEAST CORNER OF THE HARRY
 FC0929'BYRD YARD AND THE AZIMUTH MARK.  HERE CONTINUE SOUTH ON
 FC0929'THE OILED ROAD FOR 0.2 OF A MILE TO A DRIVEWAY ON THE RIGHT
 FC0929'LEADING INTO THE WILLIAM BYRD FARM, TURN RIGHT ON THIS DRIVEWAY AND
 FC0929'GO WEST, PASSING BETWEEN THE HOUSE AND A BARN FOR 0.1 OF A
 FC0929'MILE TO A WIRE GATE, PASS THROUGH THIS WIRE GATE AND CONTINUE
 FC0929'WESTERLY ACROSS AN OPEN PASTURE FOR 0.2 OF A MILE TO A FENCE
 FC0929'SEPARATING THE BYRD AND SOUTHERLAND PROPERTIES, AND END OF
 FC0929'TRUCK TRAVEL. THE STATION IS JUST ACROSS THIS FENCE TO THE WEST, ON
 FC0929'TOP OF A VINE COVERED BANK AT THE EAST EDGE OF A FIELD.
 FC0929'
 FC0929'THE STATION IS NEAR THE EDGE OF THE BANK, ABOUT 60 YARDS SOUTH OF AN
 FC0929'OLD CEMETERY, 15 FEET WEST OF THE NORTH-SOUTH FENCE SEPERATING
 FC0929'THE PROPERTIES, AND 1.6 FEET WEST OF A METAL WITNESS POST AND SIGN.
 FC0929'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FC0929'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FC0929'SOUTHERLAND 1961.
 FC0929'
 FC0929'REFERENCE MARK NO. 1 IS NEAR THE EDGE OF THE BANK, 16 FEET WEST OF
 FC0929'THE NORTH-SOUTH FENCE SEPERATING THE PROPERTIES AND ABOUT 0.5 OF A
 FC0929'FOOT ABOVE THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN
 FC0929'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FC0929'DISK IS STAMPED SOUTHERLAND NO 1 1961.  IT IS 36.45 FEET -
 FC0929'11.110 METERS NORTH OF THE STATION.
 FC0929'
 FC0929'REFERENCE MARK NO. 2 IS NEAR THE EDGE OF THE BANK, 13 FEET WEST OF
 FC0929'THE NORTH-SOUTH FENCE SEPERATING THE PROPERTIES AND ABOUT 1 FOOT
 FC0929'BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN THE
 FC0929'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT ABOUT 1 INCH BELOW
 FC0929'THE SURFACE AND THE DISK IS STAMPED SOUTHERLAND NO 2 1961.
 FC0929'IT IS 35.43 FEET- 10.799 METERS SOUTH OF THE STATION.
 FC0929'
 FC0929'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF THE STATION,
 FC0929'161 FEET NORTH OF A POWERLINE TRANSFORMER POLE, 120 FEET NORTH
 FC0929'OF THE APPROXIMATE CENTER OF A DRIVEWAY, 115 FEET SOUTH OF A UTILITY
 FC0929'POLE, 91 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FC0929'HARRY BYRD HOME, 16 FEET WEST OF THE APPROXIMATE CENTER OF AN OILED
 FC0929'ROAD, 4 FEET SOUTHWEST OF A SOUTHEAST FENCE CORNER POST,
 FC0929'3 FEET SOUTH OF A WIRE FENCE, AND 2.4 FEET WEST OF A METAL WITNESS
 FC0929'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0929'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FC0929'THE DISK IS STAMPED SOUTHERLAND 1961.
 FC0929'
 FC0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES EAST
 FC0929'OF UNION GROVE.
 FC0929
 FC0929                          STATION RECOVERY (1969)
 FC0929
 FC0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0927 ***********************************************************************
 FC0927  DESIGNATION -  SOUTHERLAND AZ MK
 FC0927  PID         -  FC0927
 FC0927  STATE/COUNTY-  TN/MCMINN
 FC0927  USGS QUAD   -  NIOTA (1990)
 FC0927
 FC0927                         *CURRENT SURVEY CONTROL
 FC0927  ___________________________________________________________________
 FC0927* NAD 83(1986)-  35 35 05.     (N)    084 32 11.     (W)     SCALED    
 FC0927* NAVD 88     -       315.692  (meters)    1035.73   (feet)  ADJUSTED  
 FC0927  ___________________________________________________________________
 FC0927  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0927  DYNAMIC HT  -         315.384 (meters)    1034.72  (feet)  COMP
 FC0927  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 FC0927
 FC0927  VERT ORDER  -  SECOND    CLASS 0
 FC0927
 FC0927.The horizontal coordinates were scaled from a topographic map and have
 FC0927.an estimated accuracy of +/- 6 seconds.
 FC0927
 FC0927.The orthometric height was determined by differential leveling
 FC0927.and adjusted by the National Geodetic Survey in June 1991..
 FC0927
 FC0927.The geoid height was determined by GEOID03.
 FC0927
 FC0927.The dynamic height is computed by dividing the NAVD 88
 FC0927.geopotential number by the normal gravity value computed on the
 FC0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0927.degrees latitude (g = 980.6199 gals.).
 FC0927
 FC0927.The modeled gravity was interpolated from observed gravity values.
 FC0927
 FC0927;                    North         East    Units  Estimated Accuracy
 FC0927;SPC TN       -   139,830.      732,640.      MT  (+/- 180 meters Scaled)
 FC0927
 FC0927                          SUPERSEDED SURVEY CONTROL
 FC0927
 FC0927  NGVD 29 (??/??/92)  315.768  (m)         1035.98   (f) ADJ UNCH    2 0
 FC0927
 FC0927.Superseded values are not recommended for survey control.
 FC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0927.See file dsdata.txt to determine how the superseded data were derived.
 FC0927
 FC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232406(NAD 83)
 FC0927_MARKER: DZ = AZIMUTH MARK DISK
 FC0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0927_SP_SET: MONUMENT
 FC0927_STAMPING: SOUTHERLAND 1961
 FC0927_MARK LOGO: CGS   
 FC0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0927
 FC0927  HISTORY     - Date     Condition        Report By
 FC0927  HISTORY     - 1961     MONUMENTED       CGS
 FC0927  HISTORY     - 1969     GOOD             NGS
 FC0927
 FC0927                          STATION DESCRIPTION
 FC0927
 FC0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0927'5.6 MI SW FROM SWEETWATER.
 FC0927'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 FC0927'IS A NEW DESCRIPTION.  TO REACH FROM THE POST OFFICE IN SWEETWATER,
 FC0927'GO SOUTHWEST ON U.S. HIGHWAY 11E FOR 0.25 OF A MILE TO THE JUNCTION
 FC0927'OF STATE ROUTE 68.  HERE TURN RIGHT AND GO WESTERLY ON STATE
 FC0927'ROUTE 68 FOR 3.4 MILES TO A T ROAD LEFT AT SIGN PLEASANT GROVE
 FC0927'CHURCH, TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 1.1
 FC0927'MILES TO AN OILED T CROSSROAD.  HERE TURN RIGHT AND GO WESTERLY
 FC0927'ON THE OILED ROAD FOR 0.7 OF A MILE TO AN OILED CROSSROAD, TURN
 FC0927'LEFT ON THE OILED ROAD AND GO SOUTH FOR 0.1 OF A MILE TO THE
 FC0927'MARK ON THE RIGHT AS DESCRIBED.  IT IS ABOUT 0.25 OF A MILE
 FC0927'NORTHEAST OF TRAVERSE STATION SOUTHERLAND 1961, 161 FEET NORTH
 FC0927'OF A POWERLINE TRANSFORMER POLE, 120 FEET NORTH OF THE APPROXIMATE
 FC0927'CENTER OF A DRIVEWAY, 115 FEET SOUTH OF A UTILITY POLE, 91 FEET
 FC0927'NORTHEAST OF THE NORTHEAST CORNER OF THE HARRY BYRD HOME, 16
 FC0927'FEET WEST OF THE APPROXIMATE CENTER OF THE OILED ROAD, 4 FEET
 FC0927'SOUTHWEST OF A SOUTHEAST FENCE CORNER POST, 3 FEET SOUTH OF A
 FC0927'WIRE FENCE, AND 2.4 FEET WEST OF A METAL WITNESS POST AND SIGN.
 FC0927'IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 FC0927'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FC0927'STAMPED SOUTHERLAND 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0928 ***********************************************************************
 FC0928  DESIGNATION -  SOUTHERLAND RM 1
 FC0928  PID         -  FC0928
 FC0928  STATE/COUNTY-  TN/MCMINN
 FC0928  USGS QUAD   -  NIOTA (1990)
 FC0928
 FC0928                         *CURRENT SURVEY CONTROL
 FC0928  ___________________________________________________________________
 FC0928* NAD 83(1986)-  35 34 56.     (N)    084 32 26.     (W)     SCALED    
 FC0928* NAVD 88     -       319.256  (meters)    1047.43   (feet)  ADJUSTED  
 FC0928  ___________________________________________________________________
 FC0928  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0928  DYNAMIC HT  -         318.943 (meters)    1046.40  (feet)  COMP
 FC0928  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 FC0928
 FC0928  VERT ORDER  -  SECOND    CLASS 0
 FC0928
 FC0928.The horizontal coordinates were scaled from a topographic map and have
 FC0928.an estimated accuracy of +/- 6 seconds.
 FC0928
 FC0928.The orthometric height was determined by differential leveling
 FC0928.and adjusted by the National Geodetic Survey in June 1991..
 FC0928
 FC0928.The geoid height was determined by GEOID03.
 FC0928
 FC0928.The dynamic height is computed by dividing the NAVD 88
 FC0928.geopotential number by the normal gravity value computed on the
 FC0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0928.degrees latitude (g = 980.6199 gals.).
 FC0928
 FC0928.The modeled gravity was interpolated from observed gravity values.
 FC0928
 FC0928;                    North         East    Units  Estimated Accuracy
 FC0928;SPC TN       -   139,550.      732,270.      MT  (+/- 180 meters Scaled)
 FC0928
 FC0928                          SUPERSEDED SURVEY CONTROL
 FC0928
 FC0928  NGVD 29 (??/??/92)  319.331  (m)         1047.67   (f) ADJ UNCH    2 0
 FC0928
 FC0928.Superseded values are not recommended for survey control.
 FC0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0928.See file dsdata.txt to determine how the superseded data were derived.
 FC0928
 FC0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE228403(NAD 83)
 FC0928_MARKER: DR = REFERENCE MARK DISK
 FC0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0928_STAMPING: SOUTHERLAND NO 1 1961
 FC0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0928+STABILITY: SURFACE MOTION
 FC0928
 FC0928  HISTORY     - Date     Condition        Report By
 FC0928  HISTORY     - 1961     MONUMENTED       CGS
 FC0928  HISTORY     - 1969     GOOD             NGS
 FC0928
 FC0928                          STATION DESCRIPTION
 FC0928
 FC0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0928'6.1 MI SW FROM SWEETWATER.
 FC0928'THIS MARK IS LOCATED AT THE SOUTHERLAND 1961 STATION SITE, 36.5
 FC0928'FT. NORTH OF THE STATION MARK AND 16 FT. WEST OF A NORTH-SOUTH
 FC0928'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FC0928'THE GROUND.
 FC0928
 FC0928                          STATION RECOVERY (1969)
 FC0928
 FC0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0930 ***********************************************************************
 FC0930  DESIGNATION -  SOUTHERLAND RM 2
 FC0930  PID         -  FC0930
 FC0930  STATE/COUNTY-  TN/MCMINN
 FC0930  USGS QUAD   -  NIOTA (1990)
 FC0930
 FC0930                         *CURRENT SURVEY CONTROL
 FC0930  ___________________________________________________________________
 FC0930* NAD 83(1986)-  35 34 56.     (N)    084 32 26.     (W)     SCALED    
 FC0930* NAVD 88     -       318.425  (meters)    1044.70   (feet)  ADJUSTED  
 FC0930  ___________________________________________________________________
 FC0930  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0930  DYNAMIC HT  -         318.114 (meters)    1043.68  (feet)  COMP
 FC0930  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 FC0930
 FC0930  VERT ORDER  -  SECOND    CLASS 0
 FC0930
 FC0930.The horizontal coordinates were scaled from a topographic map and have
 FC0930.an estimated accuracy of +/- 6 seconds.
 FC0930
 FC0930.The orthometric height was determined by differential leveling
 FC0930.and adjusted by the National Geodetic Survey in June 1991..
 FC0930
 FC0930.The geoid height was determined by GEOID03.
 FC0930
 FC0930.The dynamic height is computed by dividing the NAVD 88
 FC0930.geopotential number by the normal gravity value computed on the
 FC0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0930.degrees latitude (g = 980.6199 gals.).
 FC0930
 FC0930.The modeled gravity was interpolated from observed gravity values.
 FC0930
 FC0930;                    North         East    Units  Estimated Accuracy
 FC0930;SPC TN       -   139,550.      732,270.      MT  (+/- 180 meters Scaled)
 FC0930
 FC0930                          SUPERSEDED SURVEY CONTROL
 FC0930
 FC0930  NGVD 29 (??/??/92)  318.500  (m)         1044.95   (f) ADJ UNCH    2 0
 FC0930
 FC0930.Superseded values are not recommended for survey control.
 FC0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0930.See file dsdata.txt to determine how the superseded data were derived.
 FC0930
 FC0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE228403(NAD 83)
 FC0930_MARKER: DR = REFERENCE MARK DISK
 FC0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0930_STAMPING: SOUTHERLAND NO 2 1961
 FC0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0930+STABILITY: SURFACE MOTION
 FC0930
 FC0930  HISTORY     - Date     Condition        Report By
 FC0930  HISTORY     - 1961     MONUMENTED       CGS
 FC0930  HISTORY     - 1969     GOOD             NGS
 FC0930
 FC0930                          STATION DESCRIPTION
 FC0930
 FC0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0930'6.1 MI SW FROM SWEETWATER.
 FC0930'THIS MARK IS LOCATED AT THE SOUTHERLAND 1961 STATION SITE, 35.4
 FC0930'FT. SOUTH OF THE STATION MARK AND 13 FT. WEST OF A NORTH-SOUTH
 FC0930'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FC0930'THE GROUND.
 FC0930
 FC0930                          STATION RECOVERY (1969)
 FC0930
 FC0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0803 ***********************************************************************
 FD0803  DESIGNATION -  SOWELL
 FD0803  PID         -  FD0803
 FD0803  STATE/COUNTY-  TN/LAWRENCE
 FD0803  USGS QUAD   -  DEERFIELD (1976)
 FD0803
 FD0803                         *CURRENT SURVEY CONTROL
 FD0803  ___________________________________________________________________
 FD0803* NAD 83(1995)-  35 17 21.91923(N)    087 24 21.73239(W)     ADJUSTED  
 FD0803* NAVD 88     -       280.540  (meters)     920.40   (feet)  ADJUSTED  
 FD0803  ___________________________________________________________________
 FD0803  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD0803  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0803  DYNAMIC HT  -         280.273 (meters)     919.53  (feet)  COMP
 FD0803  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FD0803
 FD0803  HORZ ORDER  -  SECOND
 FD0803  VERT ORDER  -  SECOND    CLASS 0
 FD0803
 FD0803.The horizontal coordinates were established by classical geodetic methods
 FD0803.and adjusted by the National Geodetic Survey in April 1999..
 FD0803
 FD0803.The orthometric height was determined by differential leveling
 FD0803.and adjusted by the National Geodetic Survey in June 1991..
 FD0803
 FD0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0803
 FD0803.The geoid height was determined by GEOID03.
 FD0803
 FD0803.The dynamic height is computed by dividing the NAVD 88
 FD0803.geopotential number by the normal gravity value computed on the
 FD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0803.degrees latitude (g = 980.6199 gals.).
 FD0803
 FD0803.The modeled gravity was interpolated from observed gravity values.
 FD0803
 FD0803;                    North         East     Units Scale Factor Converg.
 FD0803;SPC TN       -   106,996.958   472,104.322   MT  0.99999328   -0 49 23.3
 FD0803;SPC TN       -   351,039.19  1,548,895.60   sFT  0.99999328   -0 49 23.3
 FD0803;UTM  16      - 3,905,215.210   463,079.303   MT  0.99961680   -0 14 04.5
 FD0803
 FD0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0803!SPC TN       -   0.99996032  x   0.99999328  =   0.99995360
 FD0803!UTM  16      -   0.99996032  x   0.99961680  =   0.99957713
 FD0803
 FD0803:                Primary Azimuth Mark                     Grid Az
 FD0803:SPC TN       -  SOWELL AZ MK                             161 24 21.1
 FD0803:UTM  16      -  SOWELL AZ MK                             160 49 02.3
 FD0803
 FD0803|---------------------------------------------------------------------|
 FD0803| PID    Reference Object                     Distance      Geod. Az  |
 FD0803|                                                           dddmmss.s |
 FD0803| FD0805 SOWELL AZ MK                                       1603457.8 |
 FD0803| FD0804 SOWELL RM 1                          28.840 METERS 18120     |
 FD0803| FD0802 SOWELL RM 2                          25.470 METERS 31950     |
 FD0803|---------------------------------------------------------------------|
 FD0803
 FD0803                          SUPERSEDED SURVEY CONTROL
 FD0803
 FD0803  NAD 83(1995)-  35 17 21.92173(N)    087 24 21.73331(W) AD(       ) 2
 FD0803  NAD 83(1995)-  35 17 21.92663(N)    087 24 21.73404(W) AD(       ) 2
 FD0803  NAD 83(1986)-  35 17 21.93049(N)    087 24 21.73287(W) AD(       ) 2
 FD0803  NAD 27      -  35 17 21.64510(N)    087 24 21.66250(W) AD(       ) 2
 FD0803  NGVD 29 (??/??/92)  280.497  (m)          920.26   (f) ADJ UNCH    2 0
 FD0803
 FD0803.Superseded values are not recommended for survey control.
 FD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0803.See file dsdata.txt to determine how the superseded data were derived.
 FD0803
 FD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6307905215(NAD 83)
 FD0803_MARKER: DD = SURVEY DISK
 FD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0803_STAMPING: SOWELL 1962
 FD0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0803+STABILITY: SURFACE MOTION
 FD0803
 FD0803  HISTORY     - Date     Condition        Report By
 FD0803  HISTORY     - 1962     MONUMENTED       TNHD
 FD0803  HISTORY     - 1962     GOOD             TNHD
 FD0803
 FD0803                          STATION DESCRIPTION
 FD0803
 FD0803'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0803'6 MI W FROM LAWRENCEBURG.
 FD0803'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0803'IN LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 6.1 MILES TO
 FD0803'THE STATION ON THE RIGHT.  THE STATION MARK IS 27 FEET NORTHEAST
 FD0803'OF THE CENTER OF U.S. HIGHWAY 64, 23 FEET SOUTHEAST OF A WILD
 FD0803'CHERRY TREE AND 15 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 FD0803'THE STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0803'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0803
 FD0803                          STATION RECOVERY (1962)
 FD0803
 FD0803'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0803'THE STATION IS LOCATED ABOUT 6 MILES WEST OF LAWRENCEBURG.
 FD0803'
 FD0803'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD0803'HIGHWAY 64 IN LAWRENCEBURG,
 FD0803'GO WESTERLY ON U S HIGHWAY 64 FOR 6.1 MILES TO THE
 FD0803'STATION ON THE RIGHT.
 FD0803'
 FD0803'THE STATION IS 27 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0803'HIGHWAY 64, 23 FEET
 FD0803'SOUTHEAST OF A WILD CHERRY TREE AND 15 FEET WEST OF THE
 FD0803'APPROXIMATE CENTER OF A
 FD0803'GRAVELED ROAD.  THE SURFACE AND UNDERGROUND
 FD0803'MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0803'DEPARTMENT DISKS AND ARE STAMPED
 FD0803'SOWELL 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 FD0803'THE SURFACE.
 FD0803'THE SURFACE DISK IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH.
 FD0803'
 FD0803'REFERENCE MARK NO 1 IS 25 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD0803'U S HIGHWAY 64 AND 1.4
 FD0803'FEET NORTHEAST OF A FENCE.  IT IS A STANDARD
 FD0803'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0803'IN A 10-INCH SQUARE CONCRETE
 FD0803'MONUMENT, FLUSH, AND THE DISK IS STAMPED SOWELL RM 1 1962.
 FD0803'
 FD0803'REFERENCE MARK NO 2 IS 44 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD0803'A GRAVELED ROAD AND
 FD0803'19 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0803'HIGHWAY 64.  IT IS A STANDARD
 FD0803'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0803'IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH,
 FD0803'AND THE DISK IS STAMPED
 FD0803'SOWELL RM 2 1962.
 FD0803'
 FD0803'THE AZIMUTH MARK IS 27 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0803'HIGHWAY 64, 12 FEET
 FD0803'NORTHWEST OF A 15-INCH OAK TREE, 7 FEET SOUTHEAST OF A FENCE
 FD0803'CORNER AND ON THE PROPERTY
 FD0803'OF E M OLD.  IT IS A STANDARD TENNESSEE
 FD0803'HIGHWAY DEPARTMENT REFERENCE MARK DISK SET IN
 FD0803'A 10-INCH SQUARE
 FD0803'CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SOWELL AZI 1962.
 FD0803'
 FD0803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON U S
 FD0803'HIGHWAY 64 FOR 0.2 MILE TO
 FD0803'THE AZIMUTH MARK ON THE RIGHT.
 FD0803'
 FD0803'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0803'
 FD0803'HEIGHT OF LIGHT ABOVE STATION MARK 30.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0805 ***********************************************************************
 FD0805  DESIGNATION -  SOWELL AZ MK
 FD0805  PID         -  FD0805
 FD0805  STATE/COUNTY-  TN/LAWRENCE
 FD0805  USGS QUAD   -  DEERFIELD (1976)
 FD0805
 FD0805                         *CURRENT SURVEY CONTROL
 FD0805  ___________________________________________________________________
 FD0805* NAD 83(1986)-  35 17 12.     (N)    087 24 17.     (W)     SCALED    
 FD0805* NAVD 88     -       279.396  (meters)     916.65   (feet)  ADJUSTED  
 FD0805  ___________________________________________________________________
 FD0805  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0805  DYNAMIC HT  -         279.131 (meters)     915.78  (feet)  COMP
 FD0805  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FD0805
 FD0805  VERT ORDER  -  SECOND    CLASS 0
 FD0805
 FD0805.The horizontal coordinates were scaled from a topographic map and have
 FD0805.an estimated accuracy of +/- 6 seconds.
 FD0805
 FD0805.The orthometric height was determined by differential leveling
 FD0805.and adjusted by the National Geodetic Survey in June 1991..
 FD0805
 FD0805.The geoid height was determined by GEOID03.
 FD0805
 FD0805.The dynamic height is computed by dividing the NAVD 88
 FD0805.geopotential number by the normal gravity value computed on the
 FD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0805.degrees latitude (g = 980.6199 gals.).
 FD0805
 FD0805.The modeled gravity was interpolated from observed gravity values.
 FD0805
 FD0805;                    North         East    Units  Estimated Accuracy
 FD0805;SPC TN       -   106,690.      472,220.      MT  (+/- 180 meters Scaled)
 FD0805
 FD0805                          SUPERSEDED SURVEY CONTROL
 FD0805
 FD0805  NGVD 29 (??/??/92)  279.354  (m)          916.51   (f) ADJ UNCH    2 0
 FD0805
 FD0805.Superseded values are not recommended for survey control.
 FD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0805.See file dsdata.txt to determine how the superseded data were derived.
 FD0805
 FD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE631049(NAD 83)
 FD0805_MARKER: DD = SURVEY DISK
 FD0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0805_STAMPING: SOWELL AZ 1962
 FD0805_MARK LOGO: TNHD  
 FD0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0805+STABILITY: SURFACE MOTION
 FD0805
 FD0805  HISTORY     - Date     Condition        Report By
 FD0805  HISTORY     - 1962     MONUMENTED       TNHD
 FD0805
 FD0805                          STATION DESCRIPTION
 FD0805
 FD0805'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0805'6 MI W FROM LAWRENCEBURG.
 FD0805'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0805'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 5.9 MILES TO THE
 FD0805'MARK ON THE LEFT.  THE AZIMUTH MARK IS 27 FEET WEST OF THE
 FD0805'CENTERLINE OF U.S. HIGHWAY 64, 12 FEET NORTHWEST OF A 15-INCH OAK
 FD0805'TREE, AND 7 FEET SOUTHEAST OF A FENCE CORNER.  THE AZIMUTH MARK
 FD0805'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0805'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0804 ***********************************************************************
 FD0804  DESIGNATION -  SOWELL RM 1
 FD0804  PID         -  FD0804
 FD0804  STATE/COUNTY-  TN/LAWRENCE
 FD0804  USGS QUAD   -  DEERFIELD (1976)
 FD0804
 FD0804                         *CURRENT SURVEY CONTROL
 FD0804  ___________________________________________________________________
 FD0804* NAD 83(1986)-  35 17 20.     (N)    087 24 21.     (W)     SCALED    
 FD0804* NAVD 88     -       279.494  (meters)     916.97   (feet)  ADJUSTED  
 FD0804  ___________________________________________________________________
 FD0804  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0804  DYNAMIC HT  -         279.228 (meters)     916.10  (feet)  COMP
 FD0804  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FD0804
 FD0804  VERT ORDER  -  SECOND    CLASS 0
 FD0804
 FD0804.The horizontal coordinates were scaled from a topographic map and have
 FD0804.an estimated accuracy of +/- 6 seconds.
 FD0804
 FD0804.The orthometric height was determined by differential leveling
 FD0804.and adjusted by the National Geodetic Survey in June 1991..
 FD0804
 FD0804.The geoid height was determined by GEOID03.
 FD0804
 FD0804.The dynamic height is computed by dividing the NAVD 88
 FD0804.geopotential number by the normal gravity value computed on the
 FD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0804.degrees latitude (g = 980.6199 gals.).
 FD0804
 FD0804.The modeled gravity was interpolated from observed gravity values.
 FD0804
 FD0804;                    North         East    Units  Estimated Accuracy
 FD0804;SPC TN       -   106,940.      472,120.      MT  (+/- 180 meters Scaled)
 FD0804
 FD0804                          SUPERSEDED SURVEY CONTROL
 FD0804
 FD0804  NGVD 29 (??/??/92)  279.452  (m)          916.84   (f) ADJ UNCH    2 0
 FD0804
 FD0804.Superseded values are not recommended for survey control.
 FD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0804.See file dsdata.txt to determine how the superseded data were derived.
 FD0804
 FD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE630051(NAD 83)
 FD0804_MARKER: DD = SURVEY DISK
 FD0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0804_STAMPING: SOWELL RM 1 1962
 FD0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0804+STABILITY: SURFACE MOTION
 FD0804
 FD0804  HISTORY     - Date     Condition        Report By
 FD0804  HISTORY     - 1962     MONUMENTED       TNHD
 FD0804
 FD0804                          STATION DESCRIPTION
 FD0804
 FD0804'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0804'6 MI W FROM LAWRENCEBURG.
 FD0804'THIS MARK IS LOCATED AT THE SOWELL 1962 STATION SITE, 25 FEET
 FD0804'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64, 1.4 FEET
 FD0804'NORTHEAST OF A FENCE AND 95 FEET SOUTH OF THE STATION.  THE
 FD0804'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0804'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0802 ***********************************************************************
 FD0802  DESIGNATION -  SOWELL RM 2
 FD0802  PID         -  FD0802
 FD0802  STATE/COUNTY-  TN/LAWRENCE
 FD0802  USGS QUAD   -  DEERFIELD (1976)
 FD0802
 FD0802                         *CURRENT SURVEY CONTROL
 FD0802  ___________________________________________________________________
 FD0802* NAD 83(1986)-  35 17 20.     (N)    087 24 21.     (W)     SCALED    
 FD0802* NAVD 88     -       281.689  (meters)     924.17   (feet)  ADJUSTED  
 FD0802  ___________________________________________________________________
 FD0802  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0802  DYNAMIC HT  -         281.422 (meters)     923.30  (feet)  COMP
 FD0802  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FD0802
 FD0802  VERT ORDER  -  SECOND    CLASS 0
 FD0802
 FD0802.The horizontal coordinates were scaled from a topographic map and have
 FD0802.an estimated accuracy of +/- 6 seconds.
 FD0802
 FD0802.The orthometric height was determined by differential leveling
 FD0802.and adjusted by the National Geodetic Survey in June 1991..
 FD0802
 FD0802.The geoid height was determined by GEOID03.
 FD0802
 FD0802.The dynamic height is computed by dividing the NAVD 88
 FD0802.geopotential number by the normal gravity value computed on the
 FD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0802.degrees latitude (g = 980.6199 gals.).
 FD0802
 FD0802.The modeled gravity was interpolated from observed gravity values.
 FD0802
 FD0802;                    North         East    Units  Estimated Accuracy
 FD0802;SPC TN       -   106,940.      472,120.      MT  (+/- 180 meters Scaled)
 FD0802
 FD0802                          SUPERSEDED SURVEY CONTROL
 FD0802
 FD0802  NGVD 29 (??/??/92)  281.647  (m)          924.04   (f) ADJ UNCH    2 0
 FD0802
 FD0802.Superseded values are not recommended for survey control.
 FD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0802.See file dsdata.txt to determine how the superseded data were derived.
 FD0802
 FD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE630051(NAD 83)
 FD0802_MARKER: DD = SURVEY DISK
 FD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0802_STAMPING: SOWELL RM 2 1962
 FD0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0802+STABILITY: SURFACE MOTION
 FD0802
 FD0802  HISTORY     - Date     Condition        Report By
 FD0802  HISTORY     - 1962     MONUMENTED       TNHD
 FD0802
 FD0802                          STATION DESCRIPTION
 FD0802
 FD0802'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0802'6 MI W FROM LAWRENCEBURG.
 FD0802'THIS MARK IS LOCATED AT THE SOWELL 1962 STATION SITE, 19 FEET
 FD0802'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 27 FEET WEST
 FD0802'OF THE CENTERLINE OF A GRAVELED ROAD AND 84 FEET NORTHWEST OF
 FD0802'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0802'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0802'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2689 ***********************************************************************
 GB2689  CBN         -  This is a Cooperative Base Network Control Station.
 GB2689  DESIGNATION -  SPARPORT
 GB2689  PID         -  GB2689
 GB2689  STATE/COUNTY-  TN/WHITE
 GB2689  USGS QUAD   -  BURGESS FALLS (1986)
 GB2689
 GB2689                         *CURRENT SURVEY CONTROL
 GB2689  ___________________________________________________________________
 GB2689* NAD 83(1995)-  36 03 25.72126(N)    085 31 45.37002(W)     ADJUSTED  
 GB2689* NAVD 88     -       311.0    (meters)    1020.     (feet)  GPS OBS   
 GB2689  ___________________________________________________________________
 GB2689  X           -     402,415.666 (meters)                     COMP
 GB2689  Y           -  -5,146,788.932 (meters)                     COMP
 GB2689  Z           -   3,733,485.399 (meters)                     COMP
 GB2689  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 GB2689  ELLIP HEIGHT-         281.69  (meters)          (08/03/04) GPS OBS
 GB2689  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB2689
 GB2689  HORZ ORDER  -  A
 GB2689  ELLP ORDER  -  FOURTH    CLASS I
 GB2689
 GB2689.This mark is at Upper Cumberland Regional Airport (SRB)
 GB2689
 GB2689.The horizontal coordinates were established by GPS observations
 GB2689.and adjusted by the National Geodetic Survey in August 2004..
 GB2689
 GB2689.The orthometric height was determined by GPS observations and a
 GB2689.high-resolution geoid model.
 GB2689
 GB2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2689
 GB2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2689
 GB2689.The ellipsoidal height was determined by GPS observations
 GB2689.and is referenced to NAD 83.
 GB2689
 GB2689.The geoid height was determined by GEOID03.
 GB2689
 GB2689;                    North         East     Units Scale Factor Converg.
 GB2689;SPC TN       -   191,357.906   642,410.129   MT  0.99995595   +0 16 32.1
 GB2689;SPC TN       -   627,813.40  2,107,640.56   sFT  0.99995595   +0 16 32.1
 GB2689;UTM  16      - 3,991,287.465   632,462.260   MT  0.99981620   +0 51 56.8
 GB2689
 GB2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2689!SPC TN       -   0.99995579  x   0.99995595  =   0.99991174
 GB2689!UTM  16      -   0.99995579  x   0.99981620  =   0.99977200
 GB2689
 GB2689                          SUPERSEDED SURVEY CONTROL
 GB2689
 GB2689  NAD 83(1995)-  36 03 25.72222(N)    085 31 45.36988(W) AD(       ) 3
 GB2689  ELLIP H (04/12/99)  281.71   (m)                       GP(       ) 4 1
 GB2689  NAD 83(1995)-  36 03 25.72486(N)    085 31 45.37538(W) AD(       ) 3
 GB2689  NAD 83(1995)-  36 03 25.72486(N)    085 31 45.37538(W) AD(       ) 3
 GB2689  NGVD 29 (09/17/90)  311.2    (m)         1021.     (f) GPS OBS        
 GB2689
 GB2689.Superseded values are not recommended for survey control.
 GB2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2689.See file dsdata.txt to determine how the superseded data were derived.
 GB2689
 GB2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3246291287(NAD 83)
 GB2689_MARKER: I = METAL ROD
 GB2689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GB2689_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2689_STAMPING: SPARPORT 1987
 GB2689_MARK LOGO: NGS   
 GB2689_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2689+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB2689
 GB2689  HISTORY     - Date     Condition        Report By
 GB2689  HISTORY     - 1987     MONUMENTED       NGS
 GB2689  HISTORY     - 19890816 GOOD
 GB2689  HISTORY     - 20031010 GOOD             TNHD
 GB2689
 GB2689                          STATION DESCRIPTION
 GB2689
 GB2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2689'2,70 MILES SOUTH ALONG STATE HIGHWAY 136 FROM THE EASTBOUND LANDS
 GB2689'OF INTERSTATE 40 IN COOKENVILLE, TO THE Y JUNCTION OF STATE
 GB2689'HIGHWAY 111, CONTINUE SOUTH ON STATE HIGHWAY 111 FOR 2.80 MILES
 GB2689'TO THE JUNCTION OF STATE HIGHWAY 136, THENCE 0.60 MILE SOUTHERLY
 GB2689'ALONG STATE HIGHWAY 136 TO A CURVE LEFT AND 2 ROADS, ONE NORTHEAST
 GB2689'AND ONE NORTHWEST, GO ALONG THE NORTHWEST BLACK TOP ROAD FOR 0.70 MILE
 GB2689'TO THE OFFICE OF THE SPARTA-WHITE COUNTY AIRPORT THENCE 0.1 MILE
 GB2689'WEST ALONG THE TAXIWAY TO THE MARK NEAR WHERE THE TAXIWAY AND RUNWAY
 GB2689'MEET, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 57.0 FEET TO REFUSAL
 GB2689'3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH
 GB2689'PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 GB2689'SPARPORT 1987, 1 INCH BELOW GROUND, WITH A REBAR IN CONCRETE,
 GB2689'68.3 FEET SOUTHEAST OF SOUTHEAST EDGE OF RUNWAY, 112.5 FEET SOUTHWEST
 GB2689'OF SOUTHWEST EDGE OF TAXIWAY, 79.0 FEET SOUTH OF A STEEL PIPE
 GB2689'SUPPORTING A METAL BOX 114.0 FEET WEST OF THE CENTER OF A PIPE
 GB2689'CULVERT WITH HEADWALL, AND 1.2 FEET NORTHWEST OF A FIBERGLASS WITNESS
 GB2689'POST. NOTE--  CONTACT LEN WATERS AT 432-5780 (HOME) OR 738-3990
 GB2689'(OFFICE) PRIOR TO WORKING ON AIRPORT.
 GB2689
 GB2689                          STATION RECOVERY (1989)
 GB2689
 GB2689'RECOVERED 1989
 GB2689'RECOVERED IN GOOD CONDITION.
 GB2689
 GB2689                          STATION RECOVERY (2003)
 GB2689
 GB2689'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 GB2689'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2690 ***********************************************************************
 GB2690  DESIGNATION -  SPARPORT AZ MK
 GB2690  PID         -  GB2690
 GB2690  STATE/COUNTY-  TN/WHITE
 GB2690  USGS QUAD   -  BURGESS FALLS (1986)
 GB2690
 GB2690                         *CURRENT SURVEY CONTROL
 GB2690  ___________________________________________________________________
 GB2690* NAD 83(1995)-  36 03 39.02439(N)    085 31 33.98779(W)     ADJUSTED  
 GB2690* NAVD 88     -       311.5    (meters)    1022.     (feet)  VERTCON   
 GB2690  ___________________________________________________________________
 GB2690  X           -     402,680.873 (meters)                     COMP
 GB2690  Y           -  -5,146,526.372 (meters)                     COMP
 GB2690  Z           -   3,733,817.095 (meters)                     COMP
 GB2690  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 GB2690  ELLIP HEIGHT-         282.04  (meters)          (04/12/99) GPS OBS
 GB2690  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GB2690
 GB2690  HORZ ORDER  -  THIRD
 GB2690  ELLP ORDER  -  FOURTH    CLASS I
 GB2690
 GB2690.This mark is at Upper Cumberland Regional Airport (SRB)
 GB2690
 GB2690.The horizontal coordinates were established by GPS observations
 GB2690.and adjusted by the National Geodetic Survey in April 1999..
 GB2690
 GB2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2690
 GB2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2690
 GB2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2690
 GB2690.The ellipsoidal height was determined by GPS observations
 GB2690.and is referenced to NAD 83.
 GB2690
 GB2690.The geoid height was determined by GEOID03.
 GB2690
 GB2690;                    North         East     Units Scale Factor Converg.
 GB2690;SPC TN       -   191,769.290   642,692.996   MT  0.99995621   +0 16 38.8
 GB2690;SPC TN       -   629,163.08  2,108,568.60   sFT  0.99995621   +0 16 38.8
 GB2690;UTM  16      - 3,991,701.684   632,740.834   MT  0.99981711   +0 52 03.8
 GB2690
 GB2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2690!SPC TN       -   0.99995574  x   0.99995621  =   0.99991195
 GB2690!UTM  16      -   0.99995574  x   0.99981711  =   0.99977285
 GB2690
 GB2690                          SUPERSEDED SURVEY CONTROL
 GB2690
 GB2690  NAD 83(1995)-  36 03 39.02704(N)    085 31 33.99329(W) AD(       ) 3
 GB2690  NAD 83(1995)-  36 03 39.02703(N)    085 31 33.99329(W) AD(       ) 3
 GB2690  NGVD 29 (09/17/90)  311.6    (m)         1022.     (f) GPS OBS        
 GB2690
 GB2690.Superseded values are not recommended for survey control.
 GB2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2690.See file dsdata.txt to determine how the superseded data were derived.
 GB2690
 GB2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3274191702(NAD 83)
 GB2690_MARKER: I = METAL ROD
 GB2690_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2690_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2690+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1989
 GB2690
 GB2690  HISTORY     - Date     Condition        Report By
 GB2690  HISTORY     - 1987     MONUMENTED       NGS
 GB2690  HISTORY     - 19890816 GOOD
 GB2690
 GB2690                          STATION DESCRIPTION
 GB2690
 GB2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2690'2.70 MILES SOUTH ALONG STATE HIGHWAY 136 FROM THE EASTBOUND LANES
 GB2690'OF INTERSTATE 40 IN COOKEVILLE, TO THE Y JUNCTION OF STATE HIGHWAY
 GB2690'111, CONTINUE 2.80 MILES SOUTH ALONG STATE HIGHWAY 111 TO THE
 GB2690'JUNCTION OF STATE HIGHWAY 136, THENCE 0.60 MILE SOUTHERLY ALONG
 GB2690'STATE HIGHWAY 136 TO A CURVE LEFT AND 2 ROADS, ONE NORTHEAST AND
 GB2690'THE OTHER NORTHWEST GO ALONG THE NORTHWEST BLACKTOP ROAD FOR 0.70
 GB2690'MILE TO THE OFFICE FOR THE SPARTA-WHITE COUNTY AIRPORT, THENCE
 GB2690'0.05 MILE WEST AND 0.30 MILE NORTHEAST ALONG TAXIWAY TO MARK ON
 GB2690'LEFT, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 31.0 FEET TO REFUSAL
 GB2690'3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 GB2690'PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED SPARPORT
 GB2690'AZ MK 1987, 1 INCH BELOW GROUND, 67.0 FEET SOUTHEAST OF SOUTHEAST
 GB2690'EDGE OF RUNWAY, 145.8 FEET WEST OF A PIPE CULVERT WITH HEADWALL,
 GB2690'14.4 FEET SOUTHEAST OF THE CENTER OF A VASI, AND 1.0 FOOT NORTHEAST
 GB2690'OF A FIBERGLASS WITNESS POST, WITH A REBAR IN CONCRETE.
 GB2690
 GB2690                          STATION RECOVERY (1989)
 GB2690
 GB2690'RECOVERED 1989
 GB2690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1836 ***********************************************************************
 FC1836  DESIGNATION -  SPARTA
 FC1836  PID         -  FC1836
 FC1836  STATE/COUNTY-  TN/WHITE
 FC1836  USGS QUAD   -  SPARTA (1979)
 FC1836
 FC1836                         *CURRENT SURVEY CONTROL
 FC1836  ___________________________________________________________________
 FC1836* NAD 83(1995)-  35 55 47.29014(N)    085 27 32.38481(W)     ADJUSTED  
 FC1836* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 FC1836  ___________________________________________________________________
 FC1836  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FC1836  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1836
 FC1836  HORZ ORDER  -  SECOND
 FC1836
 FC1836.The horizontal coordinates were established by classical geodetic methods
 FC1836.and adjusted by the National Geodetic Survey in April 1999..
 FC1836
 FC1836.The orthometric height was scaled from a topographic map.
 FC1836
 FC1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1836
 FC1836.The geoid height was determined by GEOID03.
 FC1836
 FC1836;                    North         East     Units Scale Factor Converg.
 FC1836;SPC TN       -   177,261.796   648,819.428   MT  0.99994979   +0 19 00.2
 FC1836;SPC TN       -   581,566.41  2,128,668.41   sFT  0.99994979   +0 19 00.2
 FC1836;UTM  16      - 3,977,259.741   639,015.293   MT  0.99983813   +0 54 15.8
 FC1836
 FC1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1836!SPC TN       -   0.99995857  x   0.99994979  =   0.99990836
 FC1836!UTM  16      -   0.99995857  x   0.99983813  =   0.99979671
 FC1836
 FC1836|---------------------------------------------------------------------|
 FC1836| PID    Reference Object                     Distance      Geod. Az  |
 FC1836|                                                           dddmmss.s |
 FC1836| CG7533 SPARTA RM 1                          24.964 METERS 08119     |
 FC1836| CG7532 SPARTA AZ MK                                       1621939.4 |
 FC1836| FC1913 MOUNT LORE RESET                    APPROX. 7.6 KM 2573528.0 |
 FC1836| CG7534 SPARTA RM 2                          30.084 METERS 30858     |
 FC1836|---------------------------------------------------------------------|
 FC1836
 FC1836                          SUPERSEDED SURVEY CONTROL
 FC1836
 FC1836  NAD 83(1995)-  35 55 47.29433(N)    085 27 32.38790(W) AD(       ) 2
 FC1836  NAD 83(1986)-  35 55 47.30168(N)    085 27 32.38671(W) AD(       ) 2
 FC1836  NAD 27      -  35 55 47.06200(N)    085 27 32.47600(W) AD(       ) 2
 FC1836
 FC1836.Superseded values are not recommended for survey control.
 FC1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1836.See file dsdata.txt to determine how the superseded data were derived.
 FC1836
 FC1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3901577260(NAD 83)
 FC1836_MARKER: DD = SURVEY DISK
 FC1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1836
 FC1836  HISTORY     - Date     Condition        Report By
 FC1836  HISTORY     - 1935     MONUMENTED       CGS
 FC1836  HISTORY     - 1965     POOR             CGS
 FC1836  HISTORY     - 1968     GOOD             CGS
 FC1836
 FC1836                          STATION DESCRIPTION
 FC1836
 FC1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1836'STATION IS ON THE HIGH SCHOOL GROUNDS IN SPARTA, ABOUT 125 YARDS NE
 FC1836'OF THE N SIDE OF THE BUILDING, IN THE MIDDLE OF THE N SIDE OF THE
 FC1836'SCHOOL GROUNDS.
 FC1836'
 FC1836'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FC1836'DISK SET IN CONCRETE.
 FC1836'
 FC1836'STATION IS 21 FT S OF CENTER LINE OF HOLLY STREET, 29.8 FT ESE OF
 FC1836'TELEPHONE POLE ON S SIDE OF ROAD, AND 3-1/2 FEET S OF E-W WIRE
 FC1836'FENCE LINE.
 FC1836'
 FC1836'REFERENCE MARK NO. 1 IS NE OF STATION, 14 FEET N OF CENTER LINE OF
 FC1836'HOLLY STREET, 37.6 FEET NW OF TELEPHONE POLE ON S SIDE OF STREET
 FC1836'AND 17 PACES WSW OF FRONT ENTRANCE TO HOME OF W.R. JENKINS. MARK IS
 FC1836'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 FC1836'
 FC1836'REFERENCE MARK NO. 2 IS WNW OF STATION, 15 FEET N OF CENTER LINE OF
 FC1836'HOLLY STREET, 7 FEET W OF 10-INCH CHERRY TREE, AND 39 PACES E OF
 FC1836'FRONT ENTRANCE TO HOME OF PLES SWINDELL. MARK IS ABOUT 2 INCHES BELOW
 FC1836'SURFACE OF THE GROUND.
 FC1836'
 FC1836'AZIMUTH MARK IS SSE OF STATION IN THE SE CORNER OF THE SCHOOL YARD,
 FC1836'36 FEET E OF GATE POST, 1 FOOT N OF E-W WIRE FENCE LINE, AND ABOUT
 FC1836'11 FEET N OF CENTER LINE OF E-W GRAVEL STREET. MARK IS SET FLUSH WITH
 FC1836'THE GROUND.
 FC1836'
 FC1836'TO REACH FROM THE COURTHOUSE IN SPARTA, GO N ON ROUTE 48 FOR 0.3 MILE
 FC1836'TO MACADAM STREET TO RIGHT, TURN RIGHT AND GO 0.1 MILE TO
 FC1836'T-INTERSECTION AT SCHOOL, TURN LEFT ON GRAVEL STREET AND GO N, AND
 FC1836'THEN E FOR 0.15 MILE TO GATE TO RIGHT INTO SCHOOL GROUNDS AND
 FC1836'STATION.
 FC1836'
 FC1836'A 4-FOOT STAND REQUIRED.
 FC1836
 FC1836                          STATION RECOVERY (1965)
 FC1836
 FC1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LNS)
 FC1836'STATION MARK SLIGHTLY MUTILATED, BUT FIRM. DID NOT SEARCH FOR
 FC1836'REFERENCE MARKS. STATION IS NOW PAVED (BLACKTOP) INTO STREET,
 FC1836'BUT IS VISIBLE THRU HOLE LEFT IN PAVING, 2-3 FEET FROM SOUTH EDGE OF
 FC1836'PAVING.
 FC1836
 FC1836                          STATION RECOVERY (1968)
 FC1836
 FC1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1836'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1836'RECOVERED AND SEEM IN GOOD CONDITION. A COMPLETE AND THOROUGH
 FC1836'SEARCH WAS MADE FOR BM R3 (USGS) USED AS THE AZIMUTH MARK IN 1935,
 FC1836'BUT IT COULD NOT BE FOUND, AS THERE IS NOW A LARGE CONCRETE BLOCK
 FC1836'BUILDING STANDING AT THE SITE AS DESCRIBED IN 1935, AND IT IS ASSUMED
 FC1836'THE MARK HAS BEEN DESTROYED FOR MANY YEARS. A DISCREPANCY OF 0.13
 FC1836'OF A FOOT WAS NOTED IN THE MEASUREMENT BETWEEN THE STATION AND
 FC1836'REFERENCE MARK NO. 1 AND 0.26 OF A FOOT BETWEEN THE STATION AND
 FC1836'REFERENCE MARK NO. 2.
 FC1836'
 FC1836'IT IS NOW IMPOSSIBLE TO SEE EITHER OF THE STATIONS OBSERVED FROM THIS
 FC1836'STATION IN 1935 FROM THE GROUND. THEREFORE, DUE TO THE LARGE
 FC1836'DISCEPANCIES NOTED IN THE DISTANCE MEASUREMENTS BETWEEN THE STATION
 FC1836'AND THE REFERENCE MARKS, THE STATION WAS OCCUPIED AND THE ANGLE
 FC1836'BETWEEN THE REFERENCE MARKS OBSERVED. A DIFFERENCE OF ONLY 18.2
 FC1836'SECONDS WAS FOUND BETWEEN THIS ANGLE AND THE ONE AS SHOWN IN THE
 FC1836'PUBLISHED WORK FOR 1935.
 FC1836'
 FC1836'DUE TO NUMEROUS CHANGES IN THE AREA, THE ORIGINAL STATION DESCRIPTION
 FC1836'AND TO-REACH ARE NO LONGER ADEQUATE. FOLLOWING IS A NEW AND
 FC1836'COMPLETE DESCRIPTION.
 FC1836'
 FC1836'THE STATION IS NOW ALONG THE SOUTH SHOULDER OF E. BRONSON STREET JUST
 FC1836'NORTH OF THE SPARTA HIGH SCHOOL ATHLETIC STADIUM IN SPARTA.
 FC1836'
 FC1836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70S AND STATE
 FC1836'ROUTE 84 AT THE NORTH SIDE OF THE WHITE COUNTY COURTHOUSE IN
 FC1836'SPARTA, GO NORTH ON STATE ROUTE 84 (THIS IS N. MAIN STREET) FOR 0.35
 FC1836'OF A MILE TO SWINDELL STREET ON THE RIGHT. HERE TURN RIGHT AND GO
 FC1836'EAST ON SWINDELL STREET-CROSSING OVER ANDERSON STREET-, FOR A TOTAL
 FC1836'OF 0.2 OF A MILE TO PLEASENT STREET. HERE TURN RIGHT ON PLEASENT
 FC1836'STREET AND GO SOUTH FOR 0.05 OF A MILE TO E. BRONSON STREET, TURN
 FC1836'LEFT AND GO EAST ON E. BRONSON STREET FOR ABOUT 125 FEET TO THE
 FC1836'STATION.
 FC1836'
 FC1836'THE STATION IS 127.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 FC1836'THE F.F.A. DEPARTMENT BUILDING WHICH IS AN ANNEX OF THE SPARTA HIGH
 FC1836'SCHOOL, 93 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE
 FC1836'LEADING SOUTH BEHIND THE SCHOOL BUILDINGS, 60 FEET NORTH OF THE
 FC1836'NORTHEAST CORNER OF A TENNIS COURT, 42 FEET SOUTH-SOUTHEAST AND
 FC1836'ACROSS THE STREET FROM 30-INCH WILD CHERRY TREE, 29 FEET
 FC1836'EAST-NORTHEAST OF A UTILITY AND LIGHT POLE, 16 FEET SOUTH OF THE
 FC1836'APPROXIMATE CENTER OF E. BRONSON STREET, AND DIRECTLY EAST ACROSS E.
 FC1836'BRONSON STREET FROM THE TOM SWINDELL RESIDENCE. IT IS A STANDARD DISK
 FC1836'SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 FC1836'DISK IS STAMPED SPARTA 1935.
 FC1836'
 FC1836'REFERENCE MARK NO. 1 IS ACROSS E. BRONSON STREET EAST-NORTHEAST OF
 FC1836'THE STATION, 73 FEET NORTHWEST OF A BRACED UTILITY AND LIGHT POLE,
 FC1836'52 FEET EAST-SOUTHEAST OF A 24-INCH ELM TREE, 29.6 FEET
 FC1836'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF RESIDENCE
 FC1836'171 (NOW W.R. JENKINS HOME), 26 FEET WEST OF A 24-INCH ELM TREE, AND
 FC1836'22 FEET NORTH OF THE APPROXIMATE CENTER OF E. BRONSON
 FC1836'STREET. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FC1836'CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SURFACE AND THE DISK
 FC1836'IS STAMPED SPARTA NO 1 1935.
 FC1836'
 FC1836'REFERENCE MARK NO. 2 IS ACROSS E. BRONSON STREET WEST-NORTHWEST OF
 FC1836'THE STATION, 60 FEET EAST OF THE APPROXIMATE CENTER OF PLEASENT
 FC1836'STREET, 23 FT S OF THE SE CORNER OF A STUCCO HOUSE, 22 FT N OF THE
 FC1836'APPROXIMATE CENTER OF E. BRONSON ST, 11 FT E OF A 16-IN MAPLE
 FC1836'TREE, AND 5 FT W-SW OF A 24-IN WILD CHERRY TREE. IT IS A STD DISK SET
 FC1836'IN THE TOP OF A 12-IN, ROUND, CONC MON ABOUT 12 IN BELOW THE
 FC1836'SURFACE OF THE GROUND AND THE DISK IS STAMPED SPARTA NO 2 1935.
 FC1836'
 FC1836'DUE TO LOCATION OF ALL MARKS AT THIS STATION SITE BEING ALONG
 FC1836'SHOULDER NEAR TRAFFIC LANE AND IN MOWED AREAS, NO WITNESS POST WERE
 FC1836'SET.
 FC1836'
 FC1836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN SPARTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0100 ***********************************************************************
 GC0100  DESIGNATION -  SPEARS
 GC0100  PID         -  GC0100
 GC0100  STATE/COUNTY-  TN/SUMNER
 GC0100  USGS QUAD   -  WESTMORELAND (1979)
 GC0100
 GC0100                         *CURRENT SURVEY CONTROL
 GC0100  ___________________________________________________________________
 GC0100* NAD 83(1995)-  36 34 36.27067(N)    086 14 24.70791(W)     ADJUSTED  
 GC0100* NAVD 88     -       293.175  (meters)     961.86   (feet)  ADJUSTED  
 GC0100  ___________________________________________________________________
 GC0100  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GC0100  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0100  DYNAMIC HT  -         292.937 (meters)     961.08  (feet)  COMP
 GC0100  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GC0100
 GC0100  HORZ ORDER  -  SECOND
 GC0100  VERT ORDER  -  SECOND    CLASS 0
 GC0100
 GC0100.The horizontal coordinates were established by classical geodetic methods
 GC0100.and adjusted by the National Geodetic Survey in April 1999..
 GC0100
 GC0100.The orthometric height was determined by differential leveling
 GC0100.and adjusted by the National Geodetic Survey in June 1991..
 GC0100
 GC0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0100
 GC0100.The geoid height was determined by GEOID03.
 GC0100
 GC0100.The dynamic height is computed by dividing the NAVD 88
 GC0100.geopotential number by the normal gravity value computed on the
 GC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0100.degrees latitude (g = 980.6199 gals.).
 GC0100
 GC0100.The modeled gravity was interpolated from observed gravity values.
 GC0100
 GC0100;                    North         East     Units Scale Factor Converg.
 GC0100;SPC TN       -   248,938.591   578,501.100   MT  1.00003231   -0 08 26.2
 GC0100;SPC TN       -   816,726.03  1,897,965.69   sFT  1.00003231   -0 08 26.2
 GC0100;SPC KY1Z     - 1,027,131.350 1,456,119.317   MT  1.00015967   -0 18 03.5
 GC0100;SPC KY1Z     - 3,369,846.77  4,777,284.79   sFT  1.00015967   -0 18 03.5
 GC0100;SPC KY S     -   527,125.949   456,124.909   MT  1.00003211   -0 17 50.2
 GC0100;SPC KY S     - 1,729,412.38  1,496,469.81   sFT  1.00003211   -0 17 50.2
 GC0100;UTM  16      - 4,048,189.242   567,977.766   MT  0.99965693   +0 27 10.0
 GC0100
 GC0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0100!SPC TN       -   0.99995863  x   1.00003231  =   0.99999094
 GC0100!SPC KY1Z     -   0.99995863  x   1.00015967  =   1.00011829
 GC0100!SPC KY S     -   0.99995863  x   1.00003211  =   0.99999074
 GC0100!UTM  16      -   0.99995863  x   0.99965693  =   0.99961557
 GC0100
 GC0100|---------------------------------------------------------------------|
 GC0100| PID    Reference Object                     Distance      Geod. Az  |
 GC0100|                                                           dddmmss.s |
 GC0100| GC0099 SPEARS RM 1                          18.922 METERS 03642     |
 GC0100| GC0102 SPEARS AZ MK                        335.430 METERS 10540     |
 GC0100| GC0098 SPEARS RM 2                          24.607 METERS 32326     |
 GC0100|---------------------------------------------------------------------|
 GC0100
 GC0100                          SUPERSEDED SURVEY CONTROL
 GC0100
 GC0100  NAD 83(1995)-  36 34 36.27093(N)    086 14 24.70832(W) AD(       ) 2
 GC0100  NAD 83(1995)-  36 34 36.27956(N)    086 14 24.71118(W) AD(       ) 2
 GC0100  NAD 83(1986)-  36 34 36.28054(N)    086 14 24.71141(W) AD(       ) 2
 GC0100  NAD 27      -  36 34 36.12410(N)    086 14 24.75620(W) AD(       ) 2
 GC0100  NGVD 29 (??/??/??)  293.32   (m)          962.3    (f) RESET       3  
 GC0100
 GC0100.Superseded values are not recommended for survey control.
 GC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0100.See file dsdata.txt to determine how the superseded data were derived.
 GC0100
 GC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6797848189(NAD 83)
 GC0100_MARKER: DD = SURVEY DISK
 GC0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0100_STAMPING: SPEARS 1961
 GC0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0100+STABILITY: SURFACE MOTION
 GC0100
 GC0100  HISTORY     - Date     Condition        Report By
 GC0100  HISTORY     - 1961     MONUMENTED       TNHD
 GC0100  HISTORY     - 1961     GOOD             TNHD
 GC0100  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0100
 GC0100                          STATION DESCRIPTION
 GC0100
 GC0100'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0100'1 MI E FROM WESTMORELAND.
 GC0100'FROM THE RAILROAD STATION IN WESTMORELAND, GO NORTHEAST ON
 GC0100'PLEASANT GROVE ROAD FOR 1.05 MILES TO A DRIVE AND A TRACK ROAD
 GC0100'RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION
 GC0100'ON THE LEFT.  THE MARK IS LOCATED 25 FEET SOUTH OF A 12-INCH
 GC0100'OAK TREE, 24 FEET NORTH OF A 24-INCH TWIN OAK TREE, AND 1.5
 GC0100'FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS SET IN TOP OF A
 GC0100'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0100
 GC0100                          STATION RECOVERY (1961)
 GC0100
 GC0100'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0100'THE STATION IS LOCATED ABOUT 1 MILE EAST OF WESTMORELAND.
 GC0100'
 GC0100'TO REACH THE STATION FROM THE RAILROAD STATION IN WESTMORELAND, GO
 GC0100'NORTHEAST ON PLEASANT GROVE ROAD FOR 1.05 MILES TO A DRIVE AND A
 GC0100'TRACK ROAD RIGHT, TURN RIGHT, EAST, AND GO 0.05 MILE TO THE STATION
 GC0100'ON THE LEFT AS DESCRIBED.
 GC0100'
 GC0100'THE STATION IS 25 FEET SOUTH OF A 12-INCH OAK TREE, 24 FEET NORTH OF
 GC0100'A 24-INCH TWIN OAK TREE AND 1.5 FEET SOUTHEAST OF A WITNESS POST.
 GC0100'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0100'DEPARTMENT DISKS STAMPED SPEARS 1961. THE UNDERGROUND MARK IS
 GC0100'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE STATION MARK DISK IS
 GC0100'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0100'
 GC0100'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF A 16-INCH TWIN OAK TREE
 GC0100'AND 2 FEET SOUTH OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0100'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0100'AND THE DISK IS STAMPED SPEARS RM-1 1961.
 GC0100'
 GC0100'REFERENCE MARK NO. 2 IS 25 FEET EAST OF A FENCE CORNER POST, 5 FEET
 GC0100'NORTHEAST OF A 10-INCH OAK TREE AND 2 FEET SOUTH OF A FENCE. THE
 GC0100'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0100'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED SPEARS RM-2
 GC0100'1961.
 GC0100'
 GC0100'THE AZIMUTH MARK IS 11 FEET WEST OF A 4-INCH HOLLY TREE, 2 FEET SOUTH
 GC0100'OF AN EAST-WEST FENCE AND 1 FOOT SOUTH OF A WITNESS POST. THE
 GC0100'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0100'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SPEARS AZI
 GC0100'1961.
 GC0100'
 GC0100'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE
 GC0100'TRACK ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0100'
 GC0100'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 GC0100
 GC0100                          STATION RECOVERY (2002)
 GC0100
 GC0100'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0100'TRAILER HOME OCCUPIES STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0102 ***********************************************************************
 GC0102  CBN         -  This is a Cooperative Base Network Control Station.
 GC0102  DESIGNATION -  SPEARS AZ MK
 GC0102  PID         -  GC0102
 GC0102  STATE/COUNTY-  TN/SUMNER
 GC0102  USGS QUAD   -  WESTMORELAND (1979)
 GC0102
 GC0102                         *CURRENT SURVEY CONTROL
 GC0102  ___________________________________________________________________
 GC0102* NAD 83(1995)-  36 34 33.33208(N)    086 14 11.71746(W)     ADJUSTED  
 GC0102* NAVD 88     -       278.916  (meters)     915.08   (feet)  ADJUSTED  
 GC0102  ___________________________________________________________________
 GC0102  X           -     336,609.718 (meters)                     COMP
 GC0102  Y           -  -5,117,317.205 (meters)                     COMP
 GC0102  Z           -   3,779,852.626 (meters)                     COMP
 GC0102  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GC0102  ELLIP HEIGHT-         249.37  (meters)          (08/03/04) GPS OBS
 GC0102  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0102  DYNAMIC HT  -         278.688 (meters)     914.33  (feet)  COMP
 GC0102  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GC0102
 GC0102  HORZ ORDER  -  A
 GC0102  VERT ORDER  -  SECOND    CLASS 0
 GC0102  ELLP ORDER  -  FOURTH    CLASS I
 GC0102
 GC0102.The horizontal coordinates were established by GPS observations
 GC0102.and adjusted by the National Geodetic Survey in August 2004..
 GC0102
 GC0102.The orthometric height was determined by differential leveling
 GC0102.and adjusted by the National Geodetic Survey in June 1991..
 GC0102
 GC0102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0102
 GC0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0102
 GC0102.The ellipsoidal height was determined by GPS observations
 GC0102.and is referenced to NAD 83.
 GC0102
 GC0102.The geoid height was determined by GEOID03.
 GC0102
 GC0102.The dynamic height is computed by dividing the NAVD 88
 GC0102.geopotential number by the normal gravity value computed on the
 GC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0102.degrees latitude (g = 980.6199 gals.).
 GC0102
 GC0102.The modeled gravity was interpolated from observed gravity values.
 GC0102
 GC0102;                    North         East     Units Scale Factor Converg.
 GC0102;SPC TN       -   248,847.219   578,823.857   MT  1.00003212   -0 08 18.6
 GC0102;SPC TN       -   816,426.25  1,899,024.60   sFT  1.00003212   -0 08 18.6
 GC0102;UTM  16      - 4,048,101.251   568,301.330   MT  0.99965747   +0 27 17.7
 GC0102
 GC0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0102!SPC TN       -   0.99996087  x   1.00003212  =   0.99999298
 GC0102!UTM  16      -   0.99996087  x   0.99965747  =   0.99961835
 GC0102
 GC0102                          SUPERSEDED SURVEY CONTROL
 GC0102
 GC0102  NAVD 88 (08/03/04)  278.92   (m)          915.1    (f) LEVELING    3  
 GC0102  NGVD 29 (??/??/??)  279.06   (m)          915.5    (f) RESET       3  
 GC0102
 GC0102.Superseded values are not recommended for survey control.
 GC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0102.See file dsdata.txt to determine how the superseded data were derived.
 GC0102
 GC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6830148101(NAD 83)
 GC0102_MARKER: DZ = AZIMUTH MARK DISK
 GC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0102_STAMPING: SPEARS AZI 1961
 GC0102_MARK LOGO: TNHD  
 GC0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0102+STABILITY: SURFACE MOTION
 GC0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0102+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC0102
 GC0102  HISTORY     - Date     Condition        Report By
 GC0102  HISTORY     - 1961     MONUMENTED       TNHD
 GC0102  HISTORY     - 20020520 GOOD             TNDT
 GC0102  HISTORY     - 20031010 GOOD             TNDT
 GC0102
 GC0102                          STATION DESCRIPTION
 GC0102
 GC0102'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0102'1 MI E FROM WESTMORELAND.
 GC0102'FROM THE RAILROAD STATION IN WESTMORELAND, GO NORTHEAST ON
 GC0102'PLEASANT GROVE ROAD FOR 1.05 MILES TO A DRIVE AND A TRACK ROAD
 GC0102'RIGHT, TURN RIGHT AND GO 1.25 MILES ON THE TRACK ROAD TO THE
 GC0102'MARK ON THE LEFT.  THE MARK IS LOCATED 11 FEET WEST OF A 4-INCH
 GC0102'HOLLY TREE, 2 FEET SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT SOUTH
 GC0102'OF A WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0102'CONCRETE POST FLUSH WITH THE GROUND.
 GC0102
 GC0102                          STATION RECOVERY (2002)
 GC0102
 GC0102'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0102'RECOVERED IN GOOD CONDITION.
 GC0102
 GC0102                          STATION RECOVERY (2003)
 GC0102
 GC0102'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC0102'TO REACH THE STATION FROM THE INTERSECTION OF US 31 E/US 231 AND SR 52
 GC0102'IN WESTMORELAND GO NORTHERLY ON US 231/US 31E FOR 1.24 MILES TO MILE
 GC0102'MARKER 33 AND A GRAVEL DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 GC0102'EASTERLY ON THE GRAVEL DRIVEWAY FOR ABOUT 250 YARDS TO THE STATION ON
 GC0102'THE RIGHT IN AN OLD FENCE ROW AT THE EDGE OF A YARD.
 GC0102' 
 GC0102'THE MARK IS A STANDARD USCGS DISK SET IN CONCRETE FLUSH WITH THE
 GC0102'GROUND.
 GC0102' 
 GC0102'THE MARK IS 32.5 FT SOUTH OF THE CENTER OF THE GRAVEL DRIVEWAY, 20.5
 GC0102'FT EAST OF A LONE 4-INCH CEDAR TREE, 11 FEET SOUTHWEST OF THE
 GC0102'WESTERNMOST OF SIX BRADFORD PEAR TREES, AND 1 FOOT SOUTH OF A METAL
 GC0102'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0099 ***********************************************************************
 GC0099  DESIGNATION -  SPEARS RM 1
 GC0099  PID         -  GC0099
 GC0099  STATE/COUNTY-  TN/SUMNER
 GC0099  USGS QUAD   -  WESTMORELAND (1979)
 GC0099
 GC0099                         *CURRENT SURVEY CONTROL
 GC0099  ___________________________________________________________________
 GC0099* NAD 83(1986)-  36 34 36.     (N)    086 14 26.     (W)     SCALED    
 GC0099* NAVD 88     -       292.868  (meters)     960.85   (feet)  ADJUSTED  
 GC0099  ___________________________________________________________________
 GC0099  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0099  DYNAMIC HT  -         292.630 (meters)     960.07  (feet)  COMP
 GC0099  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GC0099
 GC0099  VERT ORDER  -  SECOND    CLASS 0
 GC0099
 GC0099.The horizontal coordinates were scaled from a topographic map and have
 GC0099.an estimated accuracy of +/- 6 seconds.
 GC0099
 GC0099.The orthometric height was determined by differential leveling
 GC0099.and adjusted by the National Geodetic Survey in June 1991..
 GC0099
 GC0099.The geoid height was determined by GEOID03.
 GC0099
 GC0099.The dynamic height is computed by dividing the NAVD 88
 GC0099.geopotential number by the normal gravity value computed on the
 GC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0099.degrees latitude (g = 980.6199 gals.).
 GC0099
 GC0099.The modeled gravity was interpolated from observed gravity values.
 GC0099
 GC0099;                    North         East    Units  Estimated Accuracy
 GC0099;SPC TN       -   248,930.      578,470.      MT  (+/- 180 meters Scaled)
 GC0099
 GC0099                          SUPERSEDED SURVEY CONTROL
 GC0099
 GC0099  NGVD 29 (??/??/92)  292.963  (m)          961.16   (f) ADJ UNCH    2 0
 GC0099
 GC0099.Superseded values are not recommended for survey control.
 GC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0099.See file dsdata.txt to determine how the superseded data were derived.
 GC0099
 GC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679481(NAD 83)
 GC0099_MARKER: DR = REFERENCE MARK DISK
 GC0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0099_STAMPING: SPEARS RM-1 1961
 GC0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0099+STABILITY: SURFACE MOTION
 GC0099
 GC0099  HISTORY     - Date     Condition        Report By
 GC0099  HISTORY     - 1961     MONUMENTED       TNHD
 GC0099  HISTORY     - 20020520 POOR             TNDT
 GC0099
 GC0099                          STATION DESCRIPTION
 GC0099
 GC0099'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0099'1 MI E FROM WESTMORELAND.
 GC0099'THIS MARK IS LOCATED AT THE SPEARS 1961 STATION SITE, 40 FEET
 GC0099'NORTHEAST OF A 16-INCH TWIN OAK TREE, 2 FEET SOUTH OF A FENCE,
 GC0099'AND 62 FEET NORTHEAST OF THE STATION.  THE MARK IS SET IN TOP
 GC0099'OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0099
 GC0099                          STATION RECOVERY (2002)
 GC0099
 GC0099'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0099'CONCRETE POST CONTAINING MARK IS TILTED CONSIDERABLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0098 ***********************************************************************
 GC0098  DESIGNATION -  SPEARS RM 2
 GC0098  PID         -  GC0098
 GC0098  STATE/COUNTY-  TN/SUMNER
 GC0098  USGS QUAD   -  WESTMORELAND (1979)
 GC0098
 GC0098                         *CURRENT SURVEY CONTROL
 GC0098  ___________________________________________________________________
 GC0098* NAD 83(1986)-  36 34 36.     (N)    086 14 26.     (W)     SCALED    
 GC0098* NAVD 88     -       292.001  (meters)     958.01   (feet)  ADJUSTED  
 GC0098  ___________________________________________________________________
 GC0098  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0098  DYNAMIC HT  -         291.763 (meters)     957.23  (feet)  COMP
 GC0098  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GC0098
 GC0098  VERT ORDER  -  SECOND    CLASS 0
 GC0098
 GC0098.The horizontal coordinates were scaled from a topographic map and have
 GC0098.an estimated accuracy of +/- 6 seconds.
 GC0098
 GC0098.The orthometric height was determined by differential leveling
 GC0098.and adjusted by the National Geodetic Survey in June 1991..
 GC0098
 GC0098.The geoid height was determined by GEOID03.
 GC0098
 GC0098.The dynamic height is computed by dividing the NAVD 88
 GC0098.geopotential number by the normal gravity value computed on the
 GC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0098.degrees latitude (g = 980.6199 gals.).
 GC0098
 GC0098.The modeled gravity was interpolated from observed gravity values.
 GC0098
 GC0098;                    North         East    Units  Estimated Accuracy
 GC0098;SPC TN       -   248,930.      578,470.      MT  (+/- 180 meters Scaled)
 GC0098
 GC0098                          SUPERSEDED SURVEY CONTROL
 GC0098
 GC0098  NGVD 29 (??/??/92)  292.097  (m)          958.32   (f) ADJ UNCH    2 0
 GC0098
 GC0098.Superseded values are not recommended for survey control.
 GC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0098.See file dsdata.txt to determine how the superseded data were derived.
 GC0098
 GC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679481(NAD 83)
 GC0098_MARKER: DR = REFERENCE MARK DISK
 GC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0098_STAMPING: SPEARS RM-2 1961
 GC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0098+STABILITY: SURFACE MOTION
 GC0098
 GC0098  HISTORY     - Date     Condition        Report By
 GC0098  HISTORY     - 1961     MONUMENTED       TNHD
 GC0098
 GC0098                          STATION DESCRIPTION
 GC0098
 GC0098'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0098'1 MI E FROM WESTMORELAND.
 GC0098'THIS MARK IS LOCATED AT THE SPEARS 1961 STATION SITE, 25 FEET
 GC0098'EAST OF A FENCE CORNER POST, 5 FEET NORTHEAST OF A 10-INCH
 GC0098'OAK TREE, 2 FEET SOUTH OF A FENCE, AND 81 FEET NORTHWEST OF THE
 GC0098'STATION.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0098'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1617 ***********************************************************************
 FD1617  DESIGNATION -  SPOT
 FD1617  PID         -  FD1617
 FD1617  STATE/COUNTY-  TN/HICKMAN
 FD1617  USGS QUAD   -  SPOT (1942)
 FD1617
 FD1617                         *CURRENT SURVEY CONTROL
 FD1617  ___________________________________________________________________
 FD1617* NAD 83(1995)-  35 53 46.39350(N)    087 33 52.91941(W)     ADJUSTED  
 FD1617* NAVD 88     -       243.1    (meters)     798.     (feet)  VERTCON   
 FD1617  ___________________________________________________________________
 FD1617  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FD1617  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FD1617
 FD1617  HORZ ORDER  -  SECOND
 FD1617
 FD1617.The horizontal coordinates were established by classical geodetic methods
 FD1617.and adjusted by the National Geodetic Survey in April 1999..
 FD1617
 FD1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1617
 FD1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1617
 FD1617.The geoid height was determined by GEOID03.
 FD1617
 FD1617;                    North         East     Units Scale Factor Converg.
 FD1617;SPC TN       -   174,530.006   458,749.506   MT  0.99994899   -0 54 57.7
 FD1617;SPC TN       -   572,603.86  1,505,080.67   sFT  0.99994899   -0 54 57.7
 FD1617;UTM  16      - 3,972,585.129   449,038.087   MT  0.99963200   -0 19 52.0
 FD1617
 FD1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1617!SPC TN       -   0.99996632  x   0.99994899  =   0.99991531
 FD1617!UTM  16      -   0.99996632  x   0.99963200  =   0.99959833
 FD1617
 FD1617:                Primary Azimuth Mark                     Grid Az
 FD1617:SPC TN       -  SPOT AZ MK                               030 25 07.7
 FD1617:UTM  16      -  SPOT AZ MK                               029 50 02.0
 FD1617
 FD1617|---------------------------------------------------------------------|
 FD1617| PID    Reference Object                     Distance      Geod. Az  |
 FD1617|                                                           dddmmss.s |
 FD1617| CG7539 SPOT AZ MK                                         0293010.0 |
 FD1617| CG7540 SPOT RM 1                            34.278 METERS 03408     |
 FD1617| CG7541 SPOT RM 2                            38.895 METERS 24150     |
 FD1617| FD1630 BUFFALO                             APPROX.19.0 KM 2662500.1 |
 FD1617|---------------------------------------------------------------------|
 FD1617
 FD1617                          SUPERSEDED SURVEY CONTROL
 FD1617
 FD1617  NAD 83(1995)-  35 53 46.39553(N)    087 33 52.92299(W) AD(       ) 2
 FD1617  NAD 83(1986)-  35 53 46.40392(N)    087 33 52.92099(W) AD(       ) 2
 FD1617  NAD 27      -  35 53 46.17400(N)    087 33 52.86000(W) AD(       ) 2
 FD1617  NGVD 29 (07/19/86)  243.1    (m)          798.     (f) VERT ANG       
 FD1617
 FD1617.Superseded values are not recommended for survey control.
 FD1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1617.See file dsdata.txt to determine how the superseded data were derived.
 FD1617
 FD1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4903872585(NAD 83)
 FD1617_MARKER: DS = TRIANGULATION STATION DISK
 FD1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1617
 FD1617  HISTORY     - Date     Condition        Report By
 FD1617  HISTORY     - 1934     MONUMENTED       CGS
 FD1617  HISTORY     - 1953     GOOD             CGS
 FD1617  HISTORY     - 1959     GOOD             CGS
 FD1617
 FD1617                          STATION DESCRIPTION
 FD1617
 FD1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1617'ABOUT 10 MILES NORTHWEST OF CENTERVILLE, 5.75 MILES WEST-NORTHWEST OF
 FD1617'NUNNELLY, 1.8
 FD1617'MILES EAST OF TOWN OF SPOT, ON SLIGHT RISE ON HEAVILY
 FD1617'WOODED GROUND, 55.5 FEET
 FD1617'EAST-NORTHEAST OF CENTER OF WOODS ROAD, 58.8
 FD1617'FEET SOUTHEAST OF 30-INCH WHITE-OAK TREE
 FD1617'WITH TRIANGULAR BLAZE, AND
 FD1617'21.5 FEET SOUTHWEST OF 30-INCH WHITE-OAK TREE.  TO REACH
 FD1617'FROM
 FD1617'NUNNELLY, FOLLOW NUNNELLY-BUFFALO ROAD WEST 6.65 MILES FROM ITS
 FD1617'JUNCTION WITH
 FD1617'STATE ROUTE 48, TURN RIGHT (WEST-NORTHWEST) ONTO DIM
 FD1617'WOODS ROAD AND GO 1.2 MILES TO
 FD1617'STATION SITE.  SURFACE AND UNDERGROUND
 FD1617'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1617'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1617'CONCRETE.
 FD1617'REFERENCE MARK NO 1 IS ABOUT 40 FEET NORTHEAST OF CENTER
 FD1617'OF ROAD AND 112.43 FEET
 FD1617'FROM STATION.  NO 2
 FD1617'IS ABOUT 60 FEET NORTHEAST OF CENTER OF
 FD1617'ROAD AND 127.64 FEET FROM
 FD1617'STATION.  AZIMUTH MARK IS ON EAST
 FD1617'EDGE OF WOODS
 FD1617'ROAD, AT BASE OF LARGE TREE, AND ABOUT 500 FEET FROM STATION.
 FD1617
 FD1617                          STATION RECOVERY (1953)
 FD1617
 FD1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1617'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1617'THE DISTANCES AND
 FD1617'DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE
 FD1617'OBSERVATIONS MADE IN AUGUST,
 FD1617'1934.  THE DISTANCE AND DIRECTION TO THE
 FD1617'AZIMUTH MARK CHECKED WITH THE OBSERVATIONS MADE
 FD1617'IN JUNE, 1934.  THE
 FD1617'FOLLOWING CHANGES WERE MADE IN THE ORIGINAL DESCRIPTION-
 FD1617'
 FD1617'THE STATION MARK IS 50 FEET SOUTHEAST OF DIM WOODS ROAD, 20 FEET WEST
 FD1617'OF AN 18 INCH OAK TREE AND
 FD1617'4 FEET NORTHWEST OF A WHITE WITNESS POST.
 FD1617'
 FD1617'AZIMUTH MARK IS 18 FEET SOUTH OF A 24 INCH OAK TREE, 10 FEET
 FD1617'SOUTHEAST OF THE WOODS
 FD1617'ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FD1617'
 FD1617'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE
 FD1617'HIGHWAY 48 IN DICKSON, GO
 FD1617'SOUTHWEST AND WEST ON HIGHWAY 48 FOR 15.7 MILES TO A
 FD1617'GRAVEL CROSSROAD, BEAVER CREEK
 FD1617'ROAD TO THE RIGHT.  TURN RIGHT AND GO
 FD1617'0.8 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.5
 FD1617'MILE TO A FORK.  TAKE
 FD1617'RIGHT FORK AND GO 1.95 MILES TO THE PINEWOOD STATE FOREST LOOKOUT
 FD1617'TOWER ON THE
 FD1617'RIGHT.  CONTINUE ON GRAVEL ROAD FOR 2.0 MILES TO A T
 FD1617'INTERSECTION.  TURN RIGHT AND
 FD1617'GO 0.75 MILE TO A WOODS ROAD LEFT AT
 FD1617'THE TOP OF A GRADE.  TURN LEFT ON WOODS ROAD AND
 FD1617'GO 0.3 MILE TO A
 FD1617'FORK AND A LARGE OAK TREE WITH TRIANGLE BLAZE.  TAKE RIGHT FORK AND
 FD1617'GO 0.45 MILE TO
 FD1617'THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.1 MILE
 FD1617'TO THE STATION ON THE LEFT AS
 FD1617'DESCRIBED.
 FD1617'
 FD1617'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK-
 FD1617'
 FD1617'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1617
 FD1617                          STATION RECOVERY (1959)
 FD1617
 FD1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1617'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1617'THE DIRECTIONS AND
 FD1617'DISTANCES CHECKED WITH THE OBSERVATIONS MADE IN
 FD1617'1934 AND 1953 ON BOTH REFERENCE MARKS
 FD1617'AND THE AZIMUTH MARK.
 FD1617'
 FD1617'THE STATION IS 50 FEET SOUTHEAST OF A DIM WOODS ROAD AND 8 FEET SOUTH
 FD1617'OF A METAL WITNESS
 FD1617'POST.
 FD1617'
 FD1617'FOLLOWING IS A NEW TO REACH.
 FD1617'
 FD1617'FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE HIGHWAY 48 IN DICKSON,
 FD1617'GO SOUTH ON STATE HIGHWAY
 FD1617'48 FOR 9.8 MILES TO THE DICKSON-HICKMAN COUNTY LINE,
 FD1617'CONTINUE SOUTH ON HIGHWAY 48 FOR
 FD1617'6.15 MILES TO CROSSROAD AT PINEWOOD
 FD1617'GENERAL STORE, TURN RIGHT AND GO WEST ON GRAVELED
 FD1617'ROAD FOR 0.8 MILE
 FD1617'TO A FORK, TAKE LEFT FORK AND GO 0.45 MILE TO A FORK, TAKE RIGHT
 FD1617'FORK AND GO 1.9
 FD1617'MILE TO PINEWOOD LOOKOUT TOWER ON THE RIGHT, CONTINUE WEST
 FD1617'FOR 1.0 MILE TO A FORK, TAKE
 FD1617'LEFT FORK AND GO 1.0 MILE TO A T
 FD1617'JUNCTION, TURN RIGHT AND GO WEST FOR 0.75 MILE
 FD1617'TO A DIM WOODS ROAD ON
 FD1617'LEFT AT TOP OF HILL, TURN LEFT ON WOODS ROAD AND GO 0.25 MILE TO
 FD1617'A FORK AT OLD
 FD1617'TRIANGLE BLAZE ON OAK TREE, TAKE RIGHT FORK AND GO 0.4
 FD1617'MILE TO THE AZIMUTH MARK ON
 FD1617'THE LEFT AT WITNESS POST, CONTINUE FOR
 FD1617'0.1 MILE TO STATION ON THE LEFT AT HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1258 ***********************************************************************
 FC1258  DESIGNATION -  SPRING
 FC1258  PID         -  FC1258
 FC1258  STATE/COUNTY-  TN/HAMILTON
 FC1258  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1258
 FC1258                         *CURRENT SURVEY CONTROL
 FC1258  ___________________________________________________________________
 FC1258* NAD 83(1995)-  35 00 13.68604(N)    085 12 43.25817(W)     ADJUSTED  
 FC1258* NAVD 88     -       215.555  (meters)     707.20   (feet)  POSTED    
 FC1258  ___________________________________________________________________
 FC1258  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FC1258  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1258  DYNAMIC HT  -         215.340 (meters)     706.49  (feet)  COMP
 FC1258  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1258
 FC1258  HORZ ORDER  -  SECOND
 FC1258  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC1258
 FC1258.The horizontal coordinates were established by classical geodetic methods
 FC1258.and adjusted by the National Geodetic Survey in April 1999..
 FC1258
 FC1258.The orthometric height was determined by differential leveling
 FC1258.and adjusted by the National Geodetic Survey in 1992..
 FC1258.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC1258.rate greater than 8.0 mm/km.
 FC1258
 FC1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1258
 FC1258.The geoid height was determined by GEOID03.
 FC1258
 FC1258.The dynamic height is computed by dividing the NAVD 88
 FC1258.geopotential number by the normal gravity value computed on the
 FC1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1258.degrees latitude (g = 980.6199 gals.).
 FC1258
 FC1258.The modeled gravity was interpolated from observed gravity values.
 FC1258
 FC1258;                    North         East     Units Scale Factor Converg.
 FC1258;SPC TN       -    74,679.499   671,933.279   MT  1.00005256   +0 27 40.7
 FC1258;SPC TN       -   245,010.99  2,204,501.10   sFT  1.00005256   +0 27 40.7
 FC1258;UTM  16      - 3,874,925.270   663,158.069   MT  0.99992809   +1 01 33.1
 FC1258
 FC1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1258!SPC TN       -   0.99997084  x   1.00005256  =   1.00002340
 FC1258!UTM  16      -   0.99997084  x   0.99992809  =   0.99989894
 FC1258
 FC1258|---------------------------------------------------------------------|
 FC1258| PID    Reference Object                     Distance      Geod. Az  |
 FC1258|                                                           dddmmss.s |
 FC1258| FC1257 SPRING RM 1                          10.525 METERS 02752     |
 FC1258| FC1259 SPRING RM 2                           9.911 METERS 19657     |
 FC1258| FC1265 SPRING AZ MK                                       2800934.3 |
 FC1258|---------------------------------------------------------------------|
 FC1258
 FC1258                          SUPERSEDED SURVEY CONTROL
 FC1258
 FC1258  NAD 83(1995)-  35 00 13.68704(N)    085 12 43.25928(W) AD(       ) 2
 FC1258  NAD 83(1995)-  35 00 13.68595(N)    085 12 43.26124(W) AD(       ) 2
 FC1258  NAD 83(1995)-  35 00 13.68653(N)    085 12 43.25923(W) AD(       ) 2
 FC1258  NAD 83(1986)-  35 00 13.68684(N)    085 12 43.25878(W) AD(       ) 2
 FC1258  NAD 27      -  35 00 13.41690(N)    085 12 43.42090(W) AD(       ) 2
 FC1258  NGVD 29 (??/??/92)  215.564  (m)          707.23   (f) ADJ UNCH    2 0
 FC1258
 FC1258.Superseded values are not recommended for survey control.
 FC1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1258.See file dsdata.txt to determine how the superseded data were derived.
 FC1258
 FC1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6315874925(NAD 83)
 FC1258_MARKER: DE = TRAVERSE STATION DISK
 FC1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1258_SP_SET: CONC MONUMENT
 FC1258_STAMPING: SPRING 1961
 FC1258_MARK LOGO: CGS   
 FC1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1258
 FC1258  HISTORY     - Date     Condition        Report By
 FC1258  HISTORY     - 1961     MONUMENTED       CGS
 FC1258  HISTORY     - 1962     GOOD             NGS
 FC1258  HISTORY     - 1968     GOOD             CGS
 FC1258  HISTORY     - 1972     GOOD             NGS
 FC1258  HISTORY     - 1972     GOOD             NGS
 FC1258  HISTORY     - 1972     GOOD             NGS
 FC1258  HISTORY     - 1983     GOOD             NGS
 FC1258  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1258
 FC1258                          STATION DESCRIPTION
 FC1258
 FC1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1258'THE STATION IS LOCATED ABOUT 6 MILES EAST OF DOWNTOWN CHATTANOOGA AND
 FC1258'ABOUT 2 MILES SOUTHEAST OF BRAINERD ON THE INTERSTATE HIGHWAY
 FC1258'RIGHT-OF-WAY.
 FC1258'
 FC1258'TO REACH THE STATION FROM THE SOUTHWEST END OF THE INTERSTATE HIGHWAY
 FC1258'BRIDGE OVER CHICKAMAUGA CREEK, ABOUT 2 MILES SOUTHEAST OF
 FC1258'BRAINERD, GO SOUTHWEST ON THE INTERSTATE HIGHWAY FOR 0.4 MILE TO A
 FC1258'FORK*, KEEP LEFT AND GO 0.3 MILE TO THE STATION ON THE RIGHT.
 FC1258'
 FC1258'THE STATION IS 150 FEET NORTHEAST OF THE NORTH END OF AN OVERPASS AND
 FC1258'9.1 FEET NORTHWEST OF A METAL WITNESS POST. THE MARK IS SET IN A
 FC1258'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SPRING 1961.
 FC1258'
 FC1258'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF A METAL LIGHT POLE AND 5
 FC1258'FEET NORTHWEST OF A GUARD RAIL. THE MARK IS SET IN A SQUARE
 FC1258'CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SPRING NO 1 1961.
 FC1258'
 FC1258'REFERENCE MARK NO. 2 IS 117 FEET NORTHEAST OF THE NORTH END OF AN
 FC1258'OVERPASS AND 8 FEET NORTHWEST OF A GUARD RAIL. THE MARK IS SET IN
 FC1258'A SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SPRING NO
 FC1258'2 1961.
 FC1258'
 FC1258'THE AZIMUTH MARK IS 56 FEET NORTHEAST OF THE EAST PILLAR ON SOUTH END
 FC1258'OF THE OVERPASS AND 9 FEET EAST OF THE EAST PILLAR ON NORTH END OF
 FC1258'THE OVERPASS. THE MARK IS SET IN A DRILLED HOLE IN THE CONCRETE
 FC1258'FOOTING FOR THE OVERPASS AT THE JUNCTION OF THE INTERSTATE HIGHWAY
 FC1258'AND SPRING ROAD.
 FC1258'
 FC1258'*KEEP RIGHT AND GO 0.95 MILE TO AZIMUTH ON THE RIGHT.
 FC1258'
 FC1258'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 FC1258
 FC1258                          STATION RECOVERY (1962)
 FC1258
 FC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1258'2 MI SE FROM BRAINERD.
 FC1258'TO REACH THE STATION FROM THE SOUTHWEST END OF THE INTERSTATE
 FC1258'HIGHWAY BRIDGE OVER CHICKAMAUGA CREEK, ABOUT 2 MILES SOUTHEAST
 FC1258'OF BRAINERD, GO SOUTHWEST ON THE INTERSTATE HIGHWAY FOR 0.4
 FC1258'MILE TO A FORK, KEEP LEFT AND GO 0.3 MILE TO THE STATION ON
 FC1258'THE RIGHT, 150 FEET NORTHEAST OF THE NORTH END OF AN OVERPASS,
 FC1258'9.1 FEET NORTHEAST OF A METAL WITNESS POST, THE MARK IS SET
 FC1258'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 FC1258'ABOUT LEVEL WITH THE ROAD.
 FC1258
 FC1258                          STATION RECOVERY (1968)
 FC1258
 FC1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1258'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN
 FC1258'GOOD CONDITION.
 FC1258
 FC1258                          STATION RECOVERY (1972)
 FC1258
 FC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1258'GOOD
 FC1258'
 FC1258'SPRING 1961
 FC1258
 FC1258                          STATION RECOVERY (1972)
 FC1258
 FC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1258'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 FC1258'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FC1258'WERE NOT SEARCHED FOR.
 FC1258
 FC1258                          STATION RECOVERY (1972)
 FC1258
 FC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1258'RECOVERED IN GOOD CONDITION.
 FC1258
 FC1258                          STATION RECOVERY (1983)
 FC1258
 FC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1258'RECOVERED IN GOOD CONDITION.
 FC1258
 FC1258                          STATION RECOVERY (2000)
 FC1258
 FC1258'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2004 ***********************************************************************
 GA2004  DESIGNATION -  SPRING
 GA2004  PID         -  GA2004
 GA2004  STATE/COUNTY-  TN/JEFFERSON
 GA2004  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2004
 GA2004                         *CURRENT SURVEY CONTROL
 GA2004  ___________________________________________________________________
 GA2004* NAD 83(1995)-  36 03 39.92348(N)    083 22 33.87141(W)     ADJUSTED  
 GA2004* NAVD 88     -       395.505  (meters)    1297.59   (feet)  ADJUSTED  
 GA2004  ___________________________________________________________________
 GA2004  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GA2004  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2004  DYNAMIC HT  -         395.137 (meters)    1296.38  (feet)  COMP
 GA2004  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA2004
 GA2004  HORZ ORDER  -  SECOND
 GA2004  VERT ORDER  -  SECOND    CLASS 0
 GA2004
 GA2004.The horizontal coordinates were established by classical geodetic methods
 GA2004.and adjusted by the National Geodetic Survey in April 1999..
 GA2004
 GA2004.The orthometric height was determined by differential leveling
 GA2004.and adjusted by the National Geodetic Survey in June 1991..
 GA2004
 GA2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2004
 GA2004.The geoid height was determined by GEOID03.
 GA2004
 GA2004.The dynamic height is computed by dividing the NAVD 88
 GA2004.geopotential number by the normal gravity value computed on the
 GA2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2004.degrees latitude (g = 980.6199 gals.).
 GA2004
 GA2004.The modeled gravity was interpolated from observed gravity values.
 GA2004
 GA2004;                    North         East     Units Scale Factor Converg.
 GA2004;SPC TN       -   194,862.356   836,361.452   MT  0.99995622   +1 32 10.1
 GA2004;SPC TN       -   639,310.91  2,743,962.53   sFT  0.99995622   +1 32 10.1
 GA2004;UTM  17      - 3,993,337.184   285,996.264   MT  1.00016434   -1 23 57.1
 GA2004
 GA2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2004!SPC TN       -   0.99994279  x   0.99995622  =   0.99989901
 GA2004!UTM  17      -   0.99994279  x   1.00016434  =   1.00010712
 GA2004
 GA2004|---------------------------------------------------------------------|
 GA2004| PID    Reference Object                     Distance      Geod. Az  |
 GA2004|                                                           dddmmss.s |
 GA2004| GA2005 SPRING RM 1                           8.152 METERS 13308     |
 GA2004| GA2006 SPRING AZ MK                                       1472237.4 |
 GA2004| FB2498 ENGLISH RESET                       APPROX.19.1 KM 1581733.7 |
 GA2004| GA2003 SPRING RM 2                           9.186 METERS 31709     |
 GA2004|---------------------------------------------------------------------|
 GA2004
 GA2004                          SUPERSEDED SURVEY CONTROL
 GA2004
 GA2004  NAD 83(1995)-  36 03 39.92886(N)    083 22 33.87489(W) AD(       ) 2
 GA2004  NAD 83(1995)-  36 03 39.93056(N)    083 22 33.87611(W) AD(       ) 2
 GA2004  NAD 83(1995)-  36 03 39.92942(N)    083 22 33.87517(W) AD(       ) 2
 GA2004  NAD 83(1986)-  36 03 39.93366(N)    083 22 33.87477(W) AD(       ) 2
 GA2004  NAD 27      -  36 03 39.60240(N)    083 22 34.27250(W) AD(       ) 2
 GA2004  NGVD 29 (??/??/92)  395.660  (m)         1298.09   (f) ADJ UNCH    2 0
 GA2004
 GA2004.Superseded values are not recommended for survey control.
 GA2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2004.See file dsdata.txt to determine how the superseded data were derived.
 GA2004
 GA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8599693337(NAD 83)
 GA2004_MARKER: DE = TRAVERSE STATION DISK
 GA2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2004_STAMPING: SPRING 1961
 GA2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2004+STABILITY: SURFACE MOTION
 GA2004
 GA2004  HISTORY     - Date     Condition        Report By
 GA2004  HISTORY     - 1961     MONUMENTED       CGS
 GA2004  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GA2004  HISTORY     - 1961     GOOD             CGS
 GA2004
 GA2004                          STATION DESCRIPTION
 GA2004
 GA2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2004'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF DANDRIDGE AND
 GA2004'ON THE NORTH
 GA2004'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 ON A LOW CUT.
 GA2004'
 GA2004'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 GA2004'STATE HIGHWAY 66 3.9
 GA2004'MILES NORTH OF DANDRIDGE, GO EAST ON INTERSTATE
 GA2004'HIGHWAY 40 FOR 1.0 MILE TO THE
 GA2004'STATION ON THE LEFT.
 GA2004'
 GA2004'STATION MARK IS 15 FEET NORTH OF A CUT BANK, 3.3 FEET WEST OF A
 GA2004'WITNESS SIGN AND 1 FOOT
 GA2004'SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE
 GA2004'DISK, FLUSH AND IS STAMPED
 GA2004'SPRING 1961.
 GA2004'
 GA2004'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF A CUT BANK AND 1 FOOT SOUTH
 GA2004'OF A WIRE FENCE.  THE MARK
 GA2004'IS A STANDARD DISK, FLUSH AND IS STAMPED SPRING NO
 GA2004'1961.
 GA2004'
 GA2004'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF A CUT BANK AND 1 FOOT SOUTH
 GA2004'OF A WIRE FENCE.  THE MARK
 GA2004'IS A STANDARD DISK, FLUSH AND IS STAMPED SPRING
 GA2004'1961.
 GA2004'
 GA2004'AZIMUTH MARK IS 97 FEET SOUTH OF THE SOUTH LANE OF INTERSTATE HIGHWAY
 GA2004'40 AND 1.2 FEET NORTH OF
 GA2004'A WITNESS SIGN.  THE MARK IS A STANDARD DISK, FLUSH
 GA2004'AND IS STAMPED SPRING 1961.
 GA2004'
 GA2004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON INTERSTATE
 GA2004'HIGHWAY 40 FOR 0.15 MILE
 GA2004'TO THE MARK ON THE RIGHT.
 GA2004'
 GA2004'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 GA2004
 GA2004                          STATION RECOVERY (1961)
 GA2004
 GA2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2004'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF DANDRIDGE,
 GA2004'ABOUT 1/2 MILE SOUTHEAST OF
 GA2004'THE INTERSECTION OF INTERSTATE HIGHWAY NO.  40 AND
 GA2004'INTERSTATE HIGHWAY NO.  81, AND
 GA2004'AT THE TOP OF A HIGHWAY CUT ALONG THE
 GA2004'EAST SIDE OF INTERSTATE HIGHWAY NO.  40.
 GA2004'
 GA2004'THE STATION AND ALL MARKS WERE RECOVERED.  REFERENCE MARK NO. 1,
 GA2004'REFERENCE MARK NO.  2
 GA2004'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 GA2004'TOP FOUR INCHES OF THE SURFACE
 GA2004'STATION MARK, CONTAINING THE DISK, HAD
 GA2004'BEEN BROKEN OFF BY GRADING EQUIPMENT WHEN THE
 GA2004'BACK SLOPE OF THE
 GA2004'HIGHWAY CUT WAS FINE GRADED.  THE REMAINDER OF THE CONCRETE
 GA2004'MONUMENT WAS IN
 GA2004'PLACE AND THE UNDERGROUND MARK FOUND UNDISTURBED.  NO EVIDENCE
 GA2004'OF THE SURFACE DISK COULD
 GA2004'BE FOUND.
 GA2004'
 GA2004'A NEW SURFACE MARK WAS ESTABLISHED IN ITS EXACT ORIGINAL POSITION
 GA2004'DIRECTLY OVER THE
 GA2004'UNDERGROUND MARK.
 GA2004'
 GA2004'HORIZONTAL DIRECTIONS WERE OBSERVED TO THE REFERENCE MARKS FROM THE
 GA2004'NEWLY ESTABLISHED
 GA2004'STATION USING THE AZIMUTH MARK AS THE INITIAL, AND
 GA2004'CHECKED THE ORIGINAL
 GA2004'OBSERVATIONS WITHIN ONE MINUTE.  A SLIGHT
 GA2004'DISCREPANCY WAS FOUND IN THE HORIZONTAL
 GA2004'MEASUREMENTS TO THE REFERENCE
 GA2004'MARKS.
 GA2004'
 GA2004'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GA2004'
 GA2004'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70, 25W AND
 GA2004'STATE HIGHWAY 66 AT THE
 GA2004'CAUTION LIGHT IN DANDRIDGE, GO EASTERLY ON U.S.
 GA2004'HIGHWAYS 70 AND 25W FOR 3.9 MILES TO
 GA2004'A CROSSROAD, TURN LEFT ON SPRING
 GA2004'CREEK ROAD AND GO 0.1 MILE TO A T-ROAD, TURN LEFT AND
 GA2004'GO 0.7 MILE TO A
 GA2004'TEMPORARY ROAD JUST BEFORE REACHING AN OVERPASS.  HERE TURN RIGHT
 GA2004'AND GO TO THE
 GA2004'INTERSTATE HIGHWAY, THEN LEFT, PASSING UNDER AN
 GA2004'OVERPASS, AND GO NORTHWESTERLY
 GA2004'ON INTERSTATE HIGHWAY NO.  40 FOR 1.05
 GA2004'MILES AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GA2004'NORTHWESTERLY ON
 GA2004'INTERSTATE HIGHWAY NO.  40 FOR 0.15 MILE TO A CUT AND THE STATION
 GA2004'ON THE RIGHT AS
 GA2004'DESCRIBED.
 GA2004'
 GA2004'THE STATION IS A STANDARD DISK, CEMENTED IN A CONCRETE MONUMENT
 GA2004'PROJECTING 3 INCHES, AND
 GA2004'IS STAMPED SPRING 1961.  IT IS 15 FEET NORTHEAST OF THE
 GA2004'EDGE OF THE CUT, 3.3 FEET WEST
 GA2004'OF A WITNESS POST AND 2 FEET SOUTHWEST
 GA2004'OF THE RIGHT-OF-WAY FENCE.
 GA2004'
 GA2004'REFERENCE MARK NO. 1 IS A STANDARD DISK, CEMENTED IN A FLUSH CONCRETE
 GA2004'MONUMENT, AND IS STAMPED
 GA2004'SPRING NO 1 1961.  IT IS 15 FEET NORTHEAST OF THE EDGE
 GA2004'OF THE CUT, AND 1 FOOT SOUTHWEST
 GA2004'OF THE RIGHT-OF-WAY FENCE.
 GA2004'
 GA2004'REFERENCE MARK NO. 2 IS A STANDARD DISK, CEMENTED IN A FLUSH CONCRETE
 GA2004'MONMENT, AND IS STAMPED
 GA2004'SPRING NO 2 1961.  IT IS 15 FEET NORTHEAST OF THE EDGE
 GA2004'OF THE CUT, AND 1 FOOT SOUTHWEST
 GA2004'OF THE RIGHT-OF-WAY FENCE.
 GA2004'
 GA2004'THE AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN A FLUSH CONCRETE
 GA2004'MONUMENT, AND IS STAMPED
 GA2004'SPRING 1961.  IT IS ACROSS THE HIGHWAY FROM THE STATION ON
 GA2004'A LOW CUT, 97 FEET SOUTHWEST
 GA2004'OF THE CENTER OF THE SOUTH TRAFFIC LANE,
 GA2004'1 FOOT NORTHWEST OF A WITNESS POST, AND 1 FOOT
 GA2004'NORTH OF A FENCE.
 GA2004
 GA2004                          STATION RECOVERY (1961)
 GA2004
 GA2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2004'14.4 MI NW FROM NEWPORT.
 GA2004'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2004'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 9.9 MILES
 GA2004'NORTHWEST ON INTERSTATE HIGHWAY 40 TO A CUT.  THE STATION MARK
 GA2004'IS 0.1 MILE SOUTHEAST OF AN OVERPASS OVER A PAVED ROAD, AT THE
 GA2004'CREST OF A CUT ON THE NORTHEAST SIDE OF THE HIGHWAY, 15 FT. NORTH
 GA2004'OF THE CUT BANK, 3.3 FT. WEST OF A WITNESS SIGN AND 1 FT. SOUTH
 GA2004'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2004'PROJECTING 2 INCHES AND IS ABOUT 30 FT. ABOVE THE LEVEL OF THE
 GA2004'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2302 ***********************************************************************
 FE2302  DESIGNATION -  SPRING
 FE2302  PID         -  FE2302
 FE2302  STATE/COUNTY-  TN/MADISON
 FE2302  USGS QUAD   -  SPRING CREEK (1983)
 FE2302
 FE2302                         *CURRENT SURVEY CONTROL
 FE2302  ___________________________________________________________________
 FE2302* NAD 83(1995)-  35 45 21.38270(N)    088 38 46.34672(W)     ADJUSTED  
 FE2302* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 FE2302  ___________________________________________________________________
 FE2302  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FE2302  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2302
 FE2302  HORZ ORDER  -  THIRD
 FE2302
 FE2302.The horizontal coordinates were established by classical geodetic methods
 FE2302.and adjusted by the National Geodetic Survey in April 1999..
 FE2302
 FE2302.The orthometric height was scaled from a topographic map.
 FE2302
 FE2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2302
 FE2302.The geoid height was determined by GEOID03.
 FE2302
 FE2302;                    North         East     Units Scale Factor Converg.
 FE2302;SPC TN       -   161,071.807   360,716.482   MT  0.99994933   -1 32 57.1
 FE2302;SPC TN       -   528,449.75  1,183,450.66   sFT  0.99994933   -1 32 57.1
 FE2302;UTM  16      - 3,958,128.701   351,168.880   MT  0.99987296   -0 57 43.6
 FE2302
 FE2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2302!SPC TN       -   0.99997399  x   0.99994933  =   0.99992332
 FE2302!UTM  16      -   0.99997399  x   0.99987296  =   0.99984695
 FE2302
 FE2302|---------------------------------------------------------------------|
 FE2302| PID    Reference Object                     Distance      Geod. Az  |
 FE2302|                                                           dddmmss.s |
 FE2302| CG4314 SPRING RM 1                          12.555 METERS 03403     |
 FE2302| CG4313 SPRING AZ MK                                       1981601.2 |
 FE2302| CG4315 SPRING RM 2                          15.255 METERS 27036     |
 FE2302|---------------------------------------------------------------------|
 FE2302
 FE2302                          SUPERSEDED SURVEY CONTROL
 FE2302
 FE2302  NAD 83(1995)-  35 45 21.38656(N)    088 38 46.35235(W) AD(       ) 3
 FE2302  NAD 83(1986)-  35 45 21.39394(N)    088 38 46.34744(W) AD(       ) 3
 FE2302  NAD 27      -  35 45 21.15060(N)    088 38 46.15160(W) AD(       ) 3
 FE2302
 FE2302.Superseded values are not recommended for survey control.
 FE2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2302.See file dsdata.txt to determine how the superseded data were derived.
 FE2302
 FE2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5116958129(NAD 83)
 FE2302_MARKER: DS = TRIANGULATION STATION DISK
 FE2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2302
 FE2302  HISTORY     - Date     Condition        Report By
 FE2302  HISTORY     - 1958     MONUMENTED       CGS
 FE2302  HISTORY     - 1959     GOOD             CGS
 FE2302
 FE2302                          STATION DESCRIPTION
 FE2302
 FE2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2302'THE STATION IS ABOUT 13 MILES NORTHEAST OF JACKSON, ABOUT 2 MILES
 FE2302'EAST OF THE COMMUNITY OF SPRING CREEK, AND IT IS ON THE SUMMIT OF
 FE2302'A WOODED HILL.  IT IS 28 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2302'ROAD, 8 FEET NORTHEAST OF A WHITE WITNESS POST, 51 FEET SOUTHWEST
 FE2302'OF A POWERLINE POLE, 17 FEET NORTH OF A 12 INCH ELM TREE, AND 7 FEET
 FE2302'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 FE2302'DISK IS STAMPED SPRING 1958.
 FE2302'
 FE2302'TO REACH FROM THE COURTHOUSE IN JACKSON, GO EAST ON U.S. HIGHWAY 70
 FE2302'AND STATE HIGHWAY 20 FOR 6.15 MILES TO THEIR JUNCTION.
 FE2302'CONTINUE ON U.S. HIGHWAY 70 FOR 7.65 MILES TO A PAVED ROAD RIGHT,
 FE2302'LEXINGTON ROAD, IN THE VILLAGE OF SPRING CREEK.  TURN RIGHT, EAST,
 FE2302'ON THE PAVED ROAD FOR 2.15 MILES TO AZIMUTH MARK ON THE RIGHT IN THE
 FE2302'ROAD RIGHT-OF-WAY AS DESCRIBED.  CONTINUE ON PAVED ROAD FOR 0.1
 FE2302'MILE TO A CROSSROAD.  TURN LEFT, NORTH, AT THE CROSSROAD ON A
 FE2302'GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT, EAST, AS
 FE2302'DESCRIBED.
 FE2302'
 FE2302'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 11 FEET SOUTHWEST OF A
 FE2302'POWERLINE POLE, 49 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2302'ROAD, AND LOCATED ON THE NORTH EDGE OF THE FIELD.  THE MONUMENT
 FE2302'PROJECTS 3 INCHES AND THE DISK IS STAMPED SPRING NO 1 1958.
 FE2302'
 FE2302'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 22 FEET WEST OF THE
 FE2302'CENTERLINE OF THE GRAVELED ROAD, AND IS LOCATED ON THE WEST BANK OF
 FE2302'THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND DISK IS STAMPED SPRING
 FE2302'NO 2.
 FE2302'
 FE2302'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 10
 FE2302'FEET NORTH OF THE WIRE FENCE, AND 2 FEET WEST OF THE WHITE WITNESS
 FE2302'POST.  THE MONUMENT 3 INCHES AND THE DISK IS STAMPED SPRING 1958.
 FE2302'
 FE2302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2302
 FE2302                          STATION RECOVERY (1959)
 FE2302
 FE2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FE2302'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND AS DESCRIBED AND
 FE2302'THEY ARE ALL IN GOOD CONDITION.  THE ORIGINAL DESCRIBED
 FE2302'ROUTE TO REACH THE STATION WAS CHECKED AND FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1494 ***********************************************************************
 FD1494  DESIGNATION -  SPRING
 FD1494  PID         -  FD1494
 FD1494  STATE/COUNTY-  TN/MAURY
 FD1494  USGS QUAD   -  SPRING HILL (1979)
 FD1494
 FD1494                         *CURRENT SURVEY CONTROL
 FD1494  ___________________________________________________________________
 FD1494* NAD 83(1995)-  35 45 02.49850(N)    086 55 45.82747(W)     ADJUSTED  
 FD1494* NAVD 88     -       231.3    (meters)     759.     (feet)  VERTCON   
 FD1494  ___________________________________________________________________
 FD1494  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FD1494  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD1494
 FD1494  HORZ ORDER  -  SECOND
 FD1494
 FD1494.The horizontal coordinates were established by classical geodetic methods
 FD1494.and adjusted by the National Geodetic Survey in April 1999..
 FD1494
 FD1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1494
 FD1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1494
 FD1494.The geoid height was determined by GEOID03.
 FD1494
 FD1494;                    North         East     Units Scale Factor Converg.
 FD1494;SPC TN       -   157,653.792   515,944.741   MT  0.99994945   -0 32 38.8
 FD1494;SPC TN       -   517,235.82  1,692,728.70   sFT  0.99994945   -0 32 38.8
 FD1494;UTM  16      - 3,956,299.650   506,383.292   MT  0.99960050   +0 02 28.5
 FD1494
 FD1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1494!SPC TN       -   0.99996812  x   0.99994945  =   0.99991758
 FD1494!UTM  16      -   0.99996812  x   0.99960050  =   0.99956864
 FD1494
 FD1494|---------------------------------------------------------------------|
 FD1494| PID    Reference Object                     Distance      Geod. Az  |
 FD1494|                                                           dddmmss.s |
 FD1494| FD1495 SPRINGHILL MUNICIPAL TANK            42.504 METERS 00748     |
 FD1494| CG7542 SPRING RM 1                          10.764 METERS 04145     |
 FD1494| FD0639 SPRING AZ MK                                       1955906.8 |
 FD1494| FD0641 SPRING 2                             29.958 METERS 19559     |
 FD1494| FD0630 PARK                                APPROX. 5.7 KM 2240859.8 |
 FD1494| CG7543 SPRING RM 2                          16.268 METERS 32142     |
 FD1494|---------------------------------------------------------------------|
 FD1494
 FD1494                          SUPERSEDED SURVEY CONTROL
 FD1494
 FD1494  NAD 83(1995)-  35 45 02.50080(N)    086 55 45.82901(W) AD(       ) 2
 FD1494  NAD 83(1986)-  35 45 02.50964(N)    086 55 45.82942(W) AD(       ) 2
 FD1494  NAD 27      -  35 45 02.26210(N)    086 55 45.82300(W) AD(       ) 2
 FD1494  NGVD 29 (07/19/86)  231.3    (m)          759.     (f) VERT ANG       
 FD1494
 FD1494.Superseded values are not recommended for survey control.
 FD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1494.See file dsdata.txt to determine how the superseded data were derived.
 FD1494
 FD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0638356300(NAD 83)
 FD1494_MARKER: DD = SURVEY DISK
 FD1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1494
 FD1494  HISTORY     - Date     Condition        Report By
 FD1494  HISTORY     - 1962     MONUMENTED       TNHD
 FD1494
 FD1494                          STATION DESCRIPTION
 FD1494
 FD1494'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD1494'THE STATION IS LOCATED ACROSS KEDRON ROAD FROM THE MUNICIPAL WATER
 FD1494'TANK IN SPRINGHILL.
 FD1494'
 FD1494'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGHILL, GO SOUTH ON
 FD1494'U S HIGHWAY 31 FOR
 FD1494'0.05 MILE TO KEDRON ROAD, TURN LEFT ON KEDRON ROAD AND
 FD1494'GO 0.05 MILE TO STATION ON THE
 FD1494'RIGHT.
 FD1494'
 FD1494'THE STATION IS 66 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FD1494'HOUSE, 54 FEET SOUTH OF
 FD1494'THE APPROXIMATE CENTER OF KEDRON ROAD, 40 FEET SOUTH OF
 FD1494'THE UTILITY POLE NO 2 AND 14.3
 FD1494'FEET WEST OF A WITNESS POST.  THE
 FD1494'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1494'TENNESSEE HIGHWAY
 FD1494'DEPARTMENT DISKS AND ARE STAMPED SPRING 1962.  THE
 FD1494'UNDERGROUND MARK
 FD1494'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD1494'10-INCH SQUARE,
 FD1494'FLUSH, CONCRETE MONUMENT.
 FD1494'
 FD1494'REFERENCE MARK NO 1 IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1494'KEDRON ROAD AND 20 FEET
 FD1494'SOUTHEAST OF UTILITY POLE NO 2.  IT IS A STANDARD
 FD1494'TENNESSEE HIGHWAY DEPARTMENT
 FD1494'DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD1494'CONCRETE, MONUMENT AND THE DISK IS STAMPED
 FD1494'SPRING RM-1 1962.
 FD1494'
 FD1494'REFERENCE MARK NO 2 IS 42 FEET WEST OF UTILITY POLE NO 2, 23 FEET
 FD1494'SOUTH OF THE APPROXIMATE
 FD1494'CENTER OF KEDRON ROAD, AND 4 FEET NORTHEAST OF A TWIN
 FD1494'TRUNKED HACKBERRY TREE.  IT IS
 FD1494'A STANDARD TENNESSEE HIGHWAY
 FD1494'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH
 FD1494'CONCRETE MONUMENT AND
 FD1494'THE DISK IS STAMPED SPRING RM-2 1962.
 FD1494'
 FD1494'THE AZIMUTH MARK IS 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FD1494'BRICK BUILDING, 31
 FD1494'FEET WEST OF A 20-INCH TREE, 16 FEET NORTH OF THE
 FD1494'APPROXIMATE CENTER OF A GRAVEL
 FD1494'DRIVE AND IS SET AT THE NORTH EDGE OF
 FD1494'A SIDEWALK.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD1494'DEPARTMENT DISK SET
 FD1494'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1494'STAMPED SPRING AZI
 FD1494'1962.
 FD1494'
 FD1494'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON KEDRON ROAD FOR
 FD1494'0.05 MILE TO SCHOOL STREET,
 FD1494'TURN RIGHT, AND GO 0.15 MILE TO DRIVEWAY ON LEFT,
 FD1494'TURN LEFT, AND GO 0.05 MILE TO
 FD1494'AZIMUTH MARK ON LEFT.
 FD1494'
 FD1494'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2151 ***********************************************************************
 GC2151  DESIGNATION -  SPRING
 GC2151  PID         -  GC2151
 GC2151  STATE/COUNTY-  TN/WILSON
 GC2151  USGS QUAD   -  SHOP SPRINGS (1994)
 GC2151
 GC2151                         *CURRENT SURVEY CONTROL
 GC2151  ___________________________________________________________________
 GC2151* NAD 83(1995)-  36 12 26.32924(N)    086 13 01.40728(W)     ADJUSTED  
 GC2151* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 GC2151  ___________________________________________________________________
 GC2151  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2151  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC2151
 GC2151  HORZ ORDER  -  SECOND
 GC2151
 GC2151.The horizontal coordinates were established by classical geodetic methods
 GC2151.and adjusted by the National Geodetic Survey in April 1999..
 GC2151
 GC2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2151
 GC2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2151
 GC2151.The geoid height was determined by GEOID03.
 GC2151
 GC2151;                    North         East     Units Scale Factor Converg.
 GC2151;SPC TN       -   207,939.885   580,481.249   MT  0.99996956   -0 07 37.5
 GC2151;SPC TN       -   682,216.11  1,904,462.23   sFT  0.99996956   -0 07 37.5
 GC2151;UTM  16      - 4,007,227.034   570,380.255   MT  0.99966103   +0 27 45.0
 GC2151
 GC2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2151!SPC TN       -   0.99996901  x   0.99996956  =   0.99993857
 GC2151!UTM  16      -   0.99996901  x   0.99966103  =   0.99963005
 GC2151
 GC2151:                Primary Azimuth Mark                     Grid Az
 GC2151:SPC TN       -  LOCUST                                   190 53 55.1
 GC2151:UTM  16      -  LOCUST                                   190 18 32.6
 GC2151
 GC2151|---------------------------------------------------------------------|
 GC2151| PID    Reference Object                     Distance      Geod. Az  |
 GC2151|                                                           dddmmss.s |
 GC2151| GC0274 LOCUST                              APPROX. 1.6 KM 1904617.6 |
 GC2151|---------------------------------------------------------------------|
 GC2151
 GC2151                          SUPERSEDED SURVEY CONTROL
 GC2151
 GC2151  NAD 83(1995)-  36 12 26.33201(N)    086 13 01.41049(W) AD(       ) 2
 GC2151  NAD 83(1995)-  36 12 26.33438(N)    086 13 01.41092(W) AD(       ) 2
 GC2151  NAD 83(1986)-  36 12 26.34095(N)    086 13 01.40943(W) AD(       ) 2
 GC2151  NAD 27      -  36 12 26.14500(N)    086 13 01.44290(W) AD(       ) 2
 GC2151  NGVD 29 (07/19/86)  226.7    (m)          744.     (f) VERT ANG       
 GC2151
 GC2151.Superseded values are not recommended for survey control.
 GC2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2151.See file dsdata.txt to determine how the superseded data were derived.
 GC2151
 GC2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7038007227(NAD 83)
 GC2151_MARKER: DS = TRIANGULATION STATION DISK
 GC2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2151_STAMPING: SPRING 1960
 GC2151_MARK LOGO: CGS   
 GC2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2151+STABILITY: SURFACE MOTION
 GC2151
 GC2151  HISTORY     - Date     Condition        Report By
 GC2151  HISTORY     - 1960     MONUMENTED       CGS
 GC2151
 GC2151                          STATION DESCRIPTION
 GC2151
 GC2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2151'THE STATION IS LOCATED ON A LOW HILL ABOUT 4 MILES EAST OF LEBANON.
 GC2151'
 GC2151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GC2151'HIGHWAY 141 IN THE EAST SECTION OF LEBANON, GO EAST ON STATE HIGHWAY
 GC2151'141 FOR 3.4 MILES TO A WOOD GATE AND AN OLD CHIMNEY ON THE LEFT.
 GC2151'HERE TURN LEFT AND GO NORTH FOR ABOUT 0.1 MILE, TURN LEFT,
 GC2151'PICKING WAY UPHILL FOR 0.05 MILE TOWARD AN OLD GRAVE MONUMENT AND THE
 GC2151'STATION.
 GC2151'
 GC2151'THE STATION IS 139 FEET WEST OF A GRAVE MONUMENT.  IT IS A STANDARD
 GC2151'DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED
 GC2151'SPRING 1960.
 GC2151'
 GC2151'NO REFERENCE MARKS COULD BE SET AT THIS STATION.  THE PROPERTY OWNER
 GC2151'IS PUTTING THIS AREA UNDER CULTIVATION AND REQUESTED THAT NO
 GC2151'ABOVE GROUND MARKS BE SET.
 GC2151'
 GC2151'TRAVERSE STATION LOCUST WILL SERVE AS AN AZIMUTH MARK.  SEE
 GC2151'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0641 ***********************************************************************
 FD0641  DESIGNATION -  SPRING 2
 FD0641  PID         -  FD0641
 FD0641  STATE/COUNTY-  TN/MAURY
 FD0641  USGS QUAD   -  SPRING HILL (1979)
 FD0641
 FD0641                         *CURRENT SURVEY CONTROL
 FD0641  ___________________________________________________________________
 FD0641* NAD 83(1995)-  35 45 01.56407(N)    086 55 46.15584(W)     ADJUSTED  
 FD0641* NAVD 88     -       230.351  (meters)     755.74   (feet)  ADJUSTED  
 FD0641  ___________________________________________________________________
 FD0641  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FD0641  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD0641  DYNAMIC HT  -         230.147 (meters)     755.07  (feet)  COMP
 FD0641  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FD0641
 FD0641  HORZ ORDER  -  SECOND
 FD0641  VERT ORDER  -  SECOND    CLASS 0
 FD0641
 FD0641.The horizontal coordinates were established by classical geodetic methods
 FD0641.and adjusted by the National Geodetic Survey in April 1999..
 FD0641
 FD0641.The orthometric height was determined by differential leveling
 FD0641.and adjusted by the National Geodetic Survey in June 1991..
 FD0641
 FD0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0641
 FD0641.The geoid height was determined by GEOID03.
 FD0641
 FD0641.The dynamic height is computed by dividing the NAVD 88
 FD0641.geopotential number by the normal gravity value computed on the
 FD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0641.degrees latitude (g = 980.6199 gals.).
 FD0641
 FD0641.The modeled gravity was interpolated from observed gravity values.
 FD0641
 FD0641;                    North         East     Units Scale Factor Converg.
 FD0641;SPC TN       -   157,625.073   515,936.218   MT  0.99994946   -0 32 39.0
 FD0641;SPC TN       -   517,141.59  1,692,700.74   sFT  0.99994946   -0 32 39.0
 FD0641;UTM  16      - 3,956,270.856   506,375.066   MT  0.99960050   +0 02 28.3
 FD0641
 FD0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0641!SPC TN       -   0.99996828  x   0.99994946  =   0.99991774
 FD0641!UTM  16      -   0.99996828  x   0.99960050  =   0.99956879
 FD0641
 FD0641|---------------------------------------------------------------------|
 FD0641| PID    Reference Object                     Distance      Geod. Az  |
 FD0641|                                                           dddmmss.s |
 FD0641| FD1494 SPRING                               29.958 METERS 01559     |
 FD0641| FD0640 SPRING 2 RM 3                        11.211 METERS 19004     |
 FD0641| FD0639 SPRING AZ MK                                       1955905.5 |
 FD0641| FD0642 SPRING 2 RM 4                        16.370 METERS 24058     |
 FD0641|---------------------------------------------------------------------|
 FD0641
 FD0641                          SUPERSEDED SURVEY CONTROL
 FD0641
 FD0641  NAD 83(1995)-  35 45 01.56637(N)    086 55 46.15739(W) AD(       ) 2
 FD0641  NAD 83(1986)-  35 45 01.57521(N)    086 55 46.15780(W) AD(       ) 2
 FD0641  NAD 27      -  35 45 01.32770(N)    086 55 46.15140(W) AD(       ) 2
 FD0641  NGVD 29 (??/??/??)  230.32   (m)          755.6    (f) RESET       3  
 FD0641
 FD0641.Superseded values are not recommended for survey control.
 FD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0641.See file dsdata.txt to determine how the superseded data were derived.
 FD0641
 FD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0637556271(NAD 83)
 FD0641_MARKER: DD = SURVEY DISK
 FD0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0641_STAMPING: SPRING 2 1963
 FD0641_MARK LOGO: TNHD  
 FD0641_PROJECTION: PROJECTING 2 CENTIMETERS
 FD0641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FD0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0641+STABILITY: SURFACE MOTION
 FD0641
 FD0641  HISTORY     - Date     Condition        Report By
 FD0641  HISTORY     - 1963     MONUMENTED       TNHD
 FD0641  HISTORY     - 1963     GOOD             TNHD
 FD0641  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0641  HISTORY     - 19840615 GOOD             NGS
 FD0641
 FD0641                          STATION DESCRIPTION
 FD0641
 FD0641'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0641'DUE TO THE CONSTRUCTION OF A HOUSE THE SPRING 1962 STATION SITE WILL
 FD0641'BE DESTROYED AND A
 FD0641'NEW STATION SPRING 2 1963 WAS ESTABLISHED ON LINE
 FD0641'BETWEEN THE STATION SPRING 1962
 FD0641'AND THE SPRING AZI 1962.  A COMPLETE
 FD0641'DESCRIPTION OF THE NEW STATION FOLLOWS-
 FD0641'
 FD0641'THE STATION IS LOCATED ACROSS KEDRON ROAD FROM THE MUNICIPAL WATER
 FD0641'TANK IN SPRINGHILL.
 FD0641'
 FD0641'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGHILL, GO SOUTH ON
 FD0641'U S HIGHWAY 31 FOR
 FD0641'0.05 MILE TO KEDRON ROAD ROAD ON THE LEFT, TURN LEFT
 FD0641'AND TO 0.05 MILE EAST ON KEDRON
 FD0641'ROAD TO THE STATION ON THE RIGHT.
 FD0641'
 FD0641'THE STATION IS 152 FEET SOUTH OF THE APPROXIMATE CENTER OF KEDRON
 FD0641'ROAD, 40 FEET NORTH OF
 FD0641'A FENCE CORNER, AND 8 FEET WEST OF A WIRE FENCE.  THE
 FD0641'SURFACE AND UNDERGROUND MARKS
 FD0641'ARE STANDARD TENNESSEE HIGHWAY
 FD0641'DEPARTMENT DISKS AND STAMPED SPRING 2 1963.  THE
 FD0641'UNDERGROUND MARK IS
 FD0641'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0641'10-INCH SQUARE,
 FD0641'FLUSH, CONCRETE MONUMENT.
 FD0641'
 FD0641'REFERENCE MARK NO 3 IS 30 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FD0641'OF A SMALL FRAME
 FD0641'HOUSE, 3 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 FD0641'WEST OF A WIRE FENCE.  IT IS A
 FD0641'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0641'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0641'AND THE DISK IS
 FD0641'STAMPED SPRING RM-3 1963.
 FD0641'
 FD0641'REFERENCE MARK NO 4 IS 63 FEET NORTHWEST OF THE NORTH CORNER OF A
 FD0641'SMALL FRAME HOUSE
 FD0641'AND 43 FEET WEST OF A FENCE CORNER.  IT IS A STANDARD
 FD0641'TENNESSEE HIGHWAY DEPARTMENT
 FD0641'DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0641'CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0641'SPRING RM-4 1963.
 FD0641'
 FD0641'THE DESCRIPTION AND THE TO REACH TO THE SPRING 1962 AZI IS STILL
 FD0641'COMPLETELY ADEQUATE.
 FD0641'
 FD0641'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0641
 FD0641                          STATION RECOVERY (1963)
 FD0641
 FD0641'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0641'NEAR SPRING HILL.
 FD0641'FROM THE POST OFFICE IN SPRING HILL GO SOUTH ON U.S. HIGHWAY 31
 FD0641'FOR 0.05 MILE TO KEDRON ROAD ON THE LEFT, TURN LEFT AND 0.05
 FD0641'MILE EAST ON KEDRON ROAD TO THE STATION ON THE RIGHT.  THE STATION
 FD0641'IS 152 FEET SOUTH OF THE CENTER LINE OF KEDRON ROAD, 40 FEET
 FD0641'NORTH OF A FENCE CORNER, AND 8 FEET WEST OF A WIRE FENCE.  IT IS
 FD0641'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0641
 FD0641                          STATION RECOVERY (1984)
 FD0641
 FD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0641'SEARCHED FOR BUT NOT RECOVERED.  INADEQUATE DESCRIPTION.
 FD0641
 FD0641                          STATION RECOVERY (1984)
 FD0641
 FD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FD0641'THE STATION MARK, REFERENCE MARK THREE, AND THE AZIMUTH MARK WERE
 FD0641'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 COULD NOT BE FOUND AND
 FD0641'APPEARS TO HAVE BEEN DESTROYED BY FARM WORK.  THE DISTANCE TO RM 3 DID
 FD0641'NOT CHECK AND WAS LONGER BY 0.015 METERS.  (0.049 FT) NO CHECK ON THE
 FD0641'DIRECTION COULD BE MADE AS THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 FD0641'GROUND AND THE WATER TANK IS TOO CLOSE.  THERE IS NO SUITABLE LOCATION
 FD0641'FOR A NEW AZIMUTH MARK.  REFERENCE MARK 5 WAS ESTABLISHED. A NEW
 FD0641'DESCRIPTION FOLLOWS.
 FD0641' 
 FD0641'THE STATION IS LOCATED IN THE TOWN OF SPRING HILL.  TO REACH THE
 FD0641'STATION FROM THE POST OFFICE IN SPRING HILL GO SOUTH ON U S HIGHWAY 31
 FD0641'0.15 KM (0.10 MI) TO A JUNCTION WITH MCLEMORE AVENUE, TURN LEFT AND GO
 FD0641'EAST 0.08 KM (0.05 MI) TO A WATER TANK ON THE LEFT AND THE STATION ON
 FD0641'THE RIGHT, BEHIND A WHITE HOUSE AND DIRECTLY OPPOSITE THE WATER TANK.
 FD0641' 
 FD0641'THE STATION IS A STANDARD THD DISK STAMPED---SPRING 2 1963---, SET
 FD0641'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES ( 25 CM) IN
 FD0641'DIAMETER, PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  THE STATION IS
 FD0641'LOCATED 72.5 METERS (237.9 FT) SOUTH FROM THE SPRING HILL MUNICIPAL
 FD0641'WATER TANK, 46.6 METERS (152.9 FT) SOUTH FROM THE CENTERLINE OF
 FD0641'MCLEMORE AVE, 21.50 METERS (70.54 FT) SOUTH FROM THE SOUTHEAST CORNER
 FD0641'OF A HOUSE, 2.4 METERS (7.9 FT) WEST FROM A WIRE FENCE AND 12.2 METERS
 FD0641'(40.0 FT) NORTH FROM A FENCE CORNER.
 FD0641' 
 FD0641'REFERENCE MARK NO 3 IS A STANDARD THD DISK STAMPED--SPRING RM 3
 FD0641'1963--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 FD0641'(25 CM) IN DIAMETER, PROJECTING 10 INCHES (25 CM) ABOVE THE
 FD0641'GROUND.  THE STATION IS LOCATED 83.5 METERS (273.0 FT) SOUTH FROM THE
 FD0641'SPRING HILL MUNICIPAL WATER TANK 57.9 METERS (190.0 FT) SOUTH FROM THE
 FD0641'CENTERLINE OF MCLEMORE AVE, 32.9 METERS (107.9 FT) SOUTH SOUTHEAST
 FD0641'FROM THE SOUTHEAST CORNER OF A HOUSE 1.0 METERS (3.3 FT) NORTHWEST
 FD0641'FROM A FENCE CORNER.
 FD0641' 
 FD0641'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--SPRING 2 1963 NO 5
 FD0641'1984---, SET FLUSH IN A DRILL HOLE IN A CONCRETE PORCH.  THE STATION
 FD0641'IS LOCATED 50.9 METERS (167.0 FT) SOUTH FROM THE SPRINGHILL MUNICIPAL
 FD0641'WATER TANK, 25.0 METERS (82.0 FT) SOUTH FROM THE CENTERLINE OF
 FD0641'MCLEMORE AVE, 0.40 METERS (1.31 FT) EAST FROM THE SOUTHEAST CORNER OF
 FD0641'A HOUSE AND 1.3 METERS (4.3 FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0640 ***********************************************************************
 FD0640  DESIGNATION -  SPRING 2 RM 3
 FD0640  PID         -  FD0640
 FD0640  STATE/COUNTY-  TN/MAURY
 FD0640  USGS QUAD   -  SPRING HILL (1979)
 FD0640
 FD0640                         *CURRENT SURVEY CONTROL
 FD0640  ___________________________________________________________________
 FD0640* NAD 83(1986)-  35 45 03.     (N)    086 55 45.     (W)     SCALED    
 FD0640* NAVD 88     -       230.350  (meters)     755.74   (feet)  ADJUSTED  
 FD0640  ___________________________________________________________________
 FD0640  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD0640  DYNAMIC HT  -         230.146 (meters)     755.07  (feet)  COMP
 FD0640  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FD0640
 FD0640  VERT ORDER  -  SECOND    CLASS 0
 FD0640
 FD0640.The horizontal coordinates were scaled from a topographic map and have
 FD0640.an estimated accuracy of +/- 6 seconds.
 FD0640
 FD0640.The orthometric height was determined by differential leveling
 FD0640.and adjusted by the National Geodetic Survey in June 1991..
 FD0640
 FD0640.The geoid height was determined by GEOID03.
 FD0640
 FD0640.The dynamic height is computed by dividing the NAVD 88
 FD0640.geopotential number by the normal gravity value computed on the
 FD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0640.degrees latitude (g = 980.6199 gals.).
 FD0640
 FD0640.The modeled gravity was interpolated from observed gravity values.
 FD0640
 FD0640;                    North         East    Units  Estimated Accuracy
 FD0640;SPC TN       -   157,670.      515,970.      MT  (+/- 180 meters Scaled)
 FD0640
 FD0640                          SUPERSEDED SURVEY CONTROL
 FD0640
 FD0640  NGVD 29 (??/??/??)  230.31   (m)          755.6    (f) RESET       3  
 FD0640
 FD0640.Superseded values are not recommended for survey control.
 FD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0640.See file dsdata.txt to determine how the superseded data were derived.
 FD0640
 FD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE064563(NAD 83)
 FD0640_MARKER: DD = SURVEY DISK
 FD0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0640_STAMPING: SPRING RM 3 1963
 FD0640_MARK LOGO: TNHD  
 FD0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0640+STABILITY: SURFACE MOTION
 FD0640
 FD0640  HISTORY     - Date     Condition        Report By
 FD0640  HISTORY     - 1963     MONUMENTED       TNHD
 FD0640  HISTORY     - 1984     GOOD             NGS
 FD0640  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0640
 FD0640                          STATION DESCRIPTION
 FD0640
 FD0640'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0640'NEAR SPRING HILL.
 FD0640'THE MARK IS LOCATED AT THE SPRING 2 1963 STATION SITE, 30 FEET
 FD0640'NORTH OF THE NORTHWEST CORNER OF A SMALL FRAME HOUSE, 3 FEET
 FD0640'NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF A WIRE FENCE.  IT
 FD0640'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0640
 FD0640                          STATION RECOVERY (1984)
 FD0640
 FD0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0640'ABOUT 0.15 KM (0.10 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST
 FD0640'OFFICE IN SPRING HILL THEN EAST ALONG MC LEMORE AVENUE 0.1, KM (0.05
 FD0640'MI) 83.5 METERS (274 FT) SOUTH OF A WATER TANK, 57.9 METERS (190 FT)
 FD0640'SOUTH OF THE CENTERLINE OF THE ROAD, 32.9 METERS (108 FT) SOUTH OF
 FD0640'THE SOUTHEAST CORNER OF A HOUSE AND 1.0 METER (3.3 FT) NORTHWEST OF A
 FD0640'FENCE CORNER.
 FD0640
 FD0640                          STATION RECOVERY (1984)
 FD0640
 FD0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0640'SEARCHED FOR BUT NOT RECOVERED.  INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0642 ***********************************************************************
 FD0642  DESIGNATION -  SPRING 2 RM 4
 FD0642  PID         -  FD0642
 FD0642  STATE/COUNTY-  TN/MAURY
 FD0642  USGS QUAD   -  SPRING HILL (1979)
 FD0642
 FD0642                         *CURRENT SURVEY CONTROL
 FD0642  ___________________________________________________________________
 FD0642* NAD 83(1986)-  35 45 03.     (N)    086 55 45.     (W)     SCALED    
 FD0642* NAVD 88     -       230.281  (meters)     755.51   (feet)  ADJUSTED  
 FD0642  ___________________________________________________________________
 FD0642  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD0642  DYNAMIC HT  -         230.077 (meters)     754.84  (feet)  COMP
 FD0642  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FD0642
 FD0642  VERT ORDER  -  SECOND    CLASS 0
 FD0642
 FD0642.The horizontal coordinates were scaled from a topographic map and have
 FD0642.an estimated accuracy of +/- 6 seconds.
 FD0642
 FD0642.The orthometric height was determined by differential leveling
 FD0642.and adjusted by the National Geodetic Survey in June 1991..
 FD0642
 FD0642.The geoid height was determined by GEOID03.
 FD0642
 FD0642.The dynamic height is computed by dividing the NAVD 88
 FD0642.geopotential number by the normal gravity value computed on the
 FD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0642.degrees latitude (g = 980.6199 gals.).
 FD0642
 FD0642.The modeled gravity was interpolated from observed gravity values.
 FD0642
 FD0642;                    North         East    Units  Estimated Accuracy
 FD0642;SPC TN       -   157,670.      515,970.      MT  (+/- 180 meters Scaled)
 FD0642
 FD0642                          SUPERSEDED SURVEY CONTROL
 FD0642
 FD0642  NGVD 29 (??/??/??)  230.25   (m)          755.4    (f) RESET       3  
 FD0642
 FD0642.Superseded values are not recommended for survey control.
 FD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0642.See file dsdata.txt to determine how the superseded data were derived.
 FD0642
 FD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE064563(NAD 83)
 FD0642_MARKER: DD = SURVEY DISK
 FD0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0642_STAMPING: SPRING RM 4 1963
 FD0642_MARK LOGO: TNHD  
 FD0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0642+STABILITY: SURFACE MOTION
 FD0642
 FD0642  HISTORY     - Date     Condition        Report By
 FD0642  HISTORY     - 1963     MONUMENTED       TNHD
 FD0642  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0642
 FD0642                          STATION DESCRIPTION
 FD0642
 FD0642'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0642'AT SPRING HILL.
 FD0642'THE MARK IS LOCATED AT THE SPRING 2 1963 STATION SITE, 63 FEET
 FD0642'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL FRAME HOUSE AND 43
 FD0642'FEET WEST OF A FENCE CORNER.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0642'CONCRETE MONUMENT.
 FD0642
 FD0642                          STATION RECOVERY (1984)
 FD0642
 FD0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0642'SEARCHED FOR BUT NOT RECOVERED.  INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1681 ***********************************************************************
 FD1681  DESIGNATION -  SPRING 2 RM 5
 FD1681  PID         -  FD1681
 FD1681  STATE/COUNTY-  TN/MAURY
 FD1681  USGS QUAD   -  SPRING HILL (1979)
 FD1681
 FD1681                         *CURRENT SURVEY CONTROL
 FD1681  ___________________________________________________________________
 FD1681* NAD 83(1986)-  35 45 01.     (N)    086 55 46.     (W)     SCALED    
 FD1681* NAVD 88     -       231.63   (meters)     759.9    (feet)  RESET     
 FD1681  ___________________________________________________________________
 FD1681  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD1681
 FD1681  VERT ORDER  -  THIRD
 FD1681
 FD1681.The horizontal coordinates were scaled from a topographic map and have
 FD1681.an estimated accuracy of +/- 6 seconds.
 FD1681
 FD1681.The orthometric height was computed from unverified reset data.
 FD1681.No vertical observational check was made to the station.
 FD1681
 FD1681.The geoid height was determined by GEOID03.
 FD1681
 FD1681;                    North         East    Units  Estimated Accuracy
 FD1681;SPC TN       -   157,610.      515,940.      MT  (+/- 180 meters Scaled)
 FD1681
 FD1681                          SUPERSEDED SURVEY CONTROL
 FD1681
 FD1681.No superseded survey control is available for this station.
 FD1681
 FD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE063562(NAD 83)
 FD1681_MARKER: DR = REFERENCE MARK DISK
 FD1681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD1681_SP_SET: PATIO
 FD1681_STAMPING: SPRING 2 1963 NO 5 1984
 FD1681_MARK LOGO: NGS   
 FD1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1681
 FD1681  HISTORY     - Date     Condition        Report By
 FD1681  HISTORY     - 1984     MONUMENTED       NGS
 FD1681
 FD1681                          STATION DESCRIPTION
 FD1681
 FD1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1681'IN SPRING HILL.
 FD1681'0.15 KM (0.10 MI) SOUTH ALONG US HIGHWAY 31 FROM THE POST OFFICE IN
 FD1681'SPRING HILL THEN EAST 0.08 KM (0.05 MI) ALONG MCLEMORE AVENUE, 25.0 M
 FD1681'(82.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD 50.9 M (167.0 FT) SOUTH
 FD1681'OF THE SPRING HILL MUNICIPAL WATER TANK AND 0.40 M (1.3 FT) EAST OF
 FD1681'THE SOUTHEAST CORNER OF A HOUSE.
 FD1681'THE MARK IS ABOVE LEVEL WITH MCLEMORE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1265 ***********************************************************************
 FC1265  DESIGNATION -  SPRING AZ MK
 FC1265  PID         -  FC1265
 FC1265  STATE/COUNTY-  TN/HAMILTON
 FC1265  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1265
 FC1265                         *CURRENT SURVEY CONTROL
 FC1265  ___________________________________________________________________
 FC1265* NAD 83(1986)-  35 00 16.     (N)    085 13 09.     (W)     SCALED    
 FC1265* NAVD 88     -       206.875  (meters)     678.72   (feet)  ADJUSTED  
 FC1265  ___________________________________________________________________
 FC1265  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1265  DYNAMIC HT  -         206.669 (meters)     678.05  (feet)  COMP
 FC1265  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 FC1265
 FC1265  VERT ORDER  -  FIRST     CLASS II
 FC1265
 FC1265.The horizontal coordinates were scaled from a topographic map and have
 FC1265.an estimated accuracy of +/- 6 seconds.
 FC1265
 FC1265.The orthometric height was determined by differential leveling
 FC1265.and adjusted by the National Geodetic Survey in June 1991..
 FC1265.WARNING-Repeat measurements at this control monument indicate possible
 FC1265.vertical movement.
 FC1265
 FC1265.The geoid height was determined by GEOID03.
 FC1265
 FC1265.The dynamic height is computed by dividing the NAVD 88
 FC1265.geopotential number by the normal gravity value computed on the
 FC1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1265.degrees latitude (g = 980.6199 gals.).
 FC1265
 FC1265.The modeled gravity was interpolated from observed gravity values.
 FC1265
 FC1265;                    North         East    Units  Estimated Accuracy
 FC1265;SPC TN       -    74,750.      671,280.      MT  (+/- 180 meters Scaled)
 FC1265
 FC1265                          SUPERSEDED SURVEY CONTROL
 FC1265
 FC1265  NGVD 29 (??/??/92)  206.908  (m)          678.83   (f) ADJ UNCH    1 2
 FC1265
 FC1265.Superseded values are not recommended for survey control.
 FC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1265.See file dsdata.txt to determine how the superseded data were derived.
 FC1265
 FC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD625749(NAD 83)
 FC1265_MARKER: DZ = AZIMUTH MARK DISK
 FC1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1265_SP_SET: CONC FOOTING
 FC1265_STAMPING: SPRING 1961
 FC1265_MARK LOGO: CGS   
 FC1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1265
 FC1265  HISTORY     - Date     Condition        Report By
 FC1265  HISTORY     - 1961     MONUMENTED       CGS
 FC1265  HISTORY     - 1962     GOOD             NGS
 FC1265  HISTORY     - 1968     GOOD             NGS
 FC1265  HISTORY     - 1983     GOOD             NGS
 FC1265  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1265
 FC1265                          STATION DESCRIPTION
 FC1265
 FC1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1265'3.3 MI SE FROM BRAINERD.
 FC1265'TO REACH THE AZIMUTH MARK FROM THE SOUTHWEST END OF THE INTERSTATE
 FC1265'HIGHWAY BRIDGE OVER CHICKAMAUGA CREEK, ABOUT 2 MILES SOUTHEAST OF
 FC1265'BRAINERD, GO SOUTHWEST ON THE INTERSTATE HIGHWAY FOR 0.4 MILE
 FC1265'TO A FORK, KEEP RIGHT AND GO 0.95 MILE TO THE AZIMUTH ON THE RIGHT,
 FC1265'56 FEET NORTHEAST OF THE EAST PILLOW ON SOUTH END OF THE OVERPASS,
 FC1265'9 FEET EAST OF THE EAST PILLOW ON NORTH END OF OVERPASS.  THE
 FC1265'MARK IS SET IN A DRILLED HOLE IN THE CONCRETE FOOTING OF THE
 FC1265'OVERPASS AT THE JUNCTION OF THE INTERSTATE HIGHWAY AND SPRING ROAD.
 FC1265
 FC1265                          STATION RECOVERY (1968)
 FC1265
 FC1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC1265'RECOVERED IN GOOD CONDITION.
 FC1265
 FC1265                          STATION RECOVERY (1983)
 FC1265
 FC1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1265'RECOVERED IN GOOD CONDITION.
 FC1265
 FC1265                          STATION RECOVERY (2000)
 FC1265
 FC1265'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2006 ***********************************************************************
 GA2006  DESIGNATION -  SPRING AZ MK
 GA2006  PID         -  GA2006
 GA2006  STATE/COUNTY-  TN/JEFFERSON
 GA2006  USGS QUAD   -  WHITE PINE (1961)
 GA2006
 GA2006                         *CURRENT SURVEY CONTROL
 GA2006  ___________________________________________________________________
 GA2006* NAD 83(1986)-  36 03 28.     (N)    083 22 19.     (W)     SCALED    
 GA2006* NAVD 88     -       388.501  (meters)    1274.61   (feet)  ADJUSTED  
 GA2006  ___________________________________________________________________
 GA2006  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2006  DYNAMIC HT  -         388.139 (meters)    1273.42  (feet)  COMP
 GA2006  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 GA2006
 GA2006  VERT ORDER  -  SECOND    CLASS 0
 GA2006
 GA2006.The horizontal coordinates were scaled from a topographic map and have
 GA2006.an estimated accuracy of +/- 6 seconds.
 GA2006
 GA2006.The orthometric height was determined by differential leveling
 GA2006.and adjusted by the National Geodetic Survey in June 1991..
 GA2006
 GA2006.The geoid height was determined by GEOID03.
 GA2006
 GA2006.The dynamic height is computed by dividing the NAVD 88
 GA2006.geopotential number by the normal gravity value computed on the
 GA2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2006.degrees latitude (g = 980.6199 gals.).
 GA2006
 GA2006.The modeled gravity was interpolated from observed gravity values.
 GA2006
 GA2006;                    North         East    Units  Estimated Accuracy
 GA2006;SPC TN       -   194,510.      836,740.      MT  (+/- 180 meters Scaled)
 GA2006
 GA2006                          SUPERSEDED SURVEY CONTROL
 GA2006
 GA2006  NGVD 29 (??/??/92)  388.657  (m)         1275.12   (f) ADJ UNCH    2 0
 GA2006
 GA2006.Superseded values are not recommended for survey control.
 GA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2006.See file dsdata.txt to determine how the superseded data were derived.
 GA2006
 GA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV863929(NAD 83)
 GA2006_MARKER: DZ = AZIMUTH MARK DISK
 GA2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2006_STAMPING: SPRING 1961
 GA2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2006+STABILITY: SURFACE MOTION
 GA2006
 GA2006  HISTORY     - Date     Condition        Report By
 GA2006  HISTORY     - 1961     MONUMENTED       CGS
 GA2006
 GA2006                          STATION DESCRIPTION
 GA2006
 GA2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2006'14.2 MI NW FROM NEWPORT.
 GA2006'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2006'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 9.65
 GA2006'MILES NORTHWEST ON INTERSTATE HIGHWAY 40.  THE AZIMUTH MARK IS
 GA2006'0.35 MILE SOUTHEAST OF AN OVERPASS OVER A PAVED ROAD, 2.05 MILES
 GA2006'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 GA2006'HIGHWAY 66A, 97 FT. SOUTH OF THE CENTER OF THE SOUTH TRAFFIC
 GA2006'LANE OF INTERSTATE 40, AND 1.2 FT. NORTH OF A WITNESS SIGN.  THE
 GA2006'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 GA2006'IS ABOUT 10 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0639 ***********************************************************************
 FD0639  DESIGNATION -  SPRING AZ MK
 FD0639  PID         -  FD0639
 FD0639  STATE/COUNTY-  TN/MAURY
 FD0639  USGS QUAD   -  SPRING HILL (1979)
 FD0639
 FD0639                         *CURRENT SURVEY CONTROL
 FD0639  ___________________________________________________________________
 FD0639* NAD 83(1986)-  35 45 01.     (N)    086 55 51.     (W)     SCALED    
 FD0639* NAVD 88     -       224.806  (meters)     737.55   (feet)  ADJUSTED  
 FD0639  ___________________________________________________________________
 FD0639  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD0639  DYNAMIC HT  -         224.607 (meters)     736.90  (feet)  COMP
 FD0639  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FD0639
 FD0639  VERT ORDER  -  SECOND    CLASS 0
 FD0639
 FD0639.The horizontal coordinates were scaled from a topographic map and have
 FD0639.an estimated accuracy of +/- 6 seconds.
 FD0639
 FD0639.The orthometric height was determined by differential leveling
 FD0639.and adjusted by the National Geodetic Survey in June 1991..
 FD0639
 FD0639.The geoid height was determined by GEOID03.
 FD0639
 FD0639.The dynamic height is computed by dividing the NAVD 88
 FD0639.geopotential number by the normal gravity value computed on the
 FD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0639.degrees latitude (g = 980.6199 gals.).
 FD0639
 FD0639.The modeled gravity was interpolated from observed gravity values.
 FD0639
 FD0639;                    North         East    Units  Estimated Accuracy
 FD0639;SPC TN       -   157,610.      515,810.      MT  (+/- 180 meters Scaled)
 FD0639
 FD0639                          SUPERSEDED SURVEY CONTROL
 FD0639
 FD0639  NGVD 29 (??/??/??)  224.77   (m)          737.4    (f) RESET       3  
 FD0639
 FD0639.Superseded values are not recommended for survey control.
 FD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0639.See file dsdata.txt to determine how the superseded data were derived.
 FD0639
 FD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE062562(NAD 83)
 FD0639_MARKER: DD = SURVEY DISK
 FD0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0639_STAMPING: SPRING AZI 1962
 FD0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0639+STABILITY: SURFACE MOTION
 FD0639
 FD0639  HISTORY     - Date     Condition        Report By
 FD0639  HISTORY     - 1962     MONUMENTED       TNHD
 FD0639  HISTORY     - 1984     GOOD             NGS
 FD0639  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0639
 FD0639                          STATION DESCRIPTION
 FD0639
 FD0639'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0639'IN SPRING HILL.
 FD0639'TO REACH THE AZIMUTH MARK FROM STATION SPRING 2 1963 GO EAST
 FD0639'ON KEDRON ROAD FOR 0.05 MILE TO SCHOOL STREET, TURN RIGHT,
 FD0639'AND GO 0.15 MILE TO DRIVEWAY ON LEFT, TURN LEFT, AND GO 0.05
 FD0639'MILE TO AZIMUTH MARK ON LEFT.  THE MARK IS 81 FEET SOUTHWEST OF
 FD0639'THE SOUTHWEST CORNER OF A BRICK BUILDING, 31 FEET WEST OF A
 FD0639'20-INCH TREE, 16 FEET NORTH OF THE CENTER OF A GRAVEL DRIVE
 FD0639'AND IS SET AT THE NORTH EDGE OF A SIDEWALK.  IT IS SET IN A
 FD0639'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0639
 FD0639                          STATION RECOVERY (1984)
 FD0639
 FD0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0639'ABOUT 0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST
 FD0639'OFFICE IN SPRING HILL THEN EAST 0.2 KM (0.15 MI) ALONG AYRES STREET,
 FD0639'9.1 METERS (30 FT) WEST OF A 0.2 METERS (36 INCH) MAPLE TREE, 4.9
 FD0639'METERS (16 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 0.3 METERS
 FD0639'(1.5 FT) NORTH OF THE EDGE OF A SIDEWALK.
 FD0639
 FD0639                          STATION RECOVERY (1984)
 FD0639
 FD0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0639'SEARCHED FOR BUT NOT RECOVERED.  INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1257 ***********************************************************************
 FC1257  DESIGNATION -  SPRING RM 1
 FC1257  PID         -  FC1257
 FC1257  STATE/COUNTY-  TN/HAMILTON
 FC1257  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1257
 FC1257                         *CURRENT SURVEY CONTROL
 FC1257  ___________________________________________________________________
 FC1257* NAD 83(1986)-  35 00 14.     (N)    085 12 43.     (W)     SCALED    
 FC1257* NAVD 88     -       215.611  (meters)     707.38   (feet)  POSTED    
 FC1257  ___________________________________________________________________
 FC1257  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1257  DYNAMIC HT  -         215.400 (meters)     706.69  (feet)  COMP
 FC1257  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1257
 FC1257  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC1257
 FC1257.The horizontal coordinates were scaled from a topographic map and have
 FC1257.an estimated accuracy of +/- 6 seconds.
 FC1257
 FC1257.The orthometric height was determined by differential leveling
 FC1257.and adjusted by the National Geodetic Survey in 1992..
 FC1257.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC1257.rate greater than 8.0 mm/km.
 FC1257
 FC1257.The geoid height was determined by GEOID03.
 FC1257
 FC1257.The dynamic height is computed by dividing the NAVD 88
 FC1257.geopotential number by the normal gravity value computed on the
 FC1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1257.degrees latitude (g = 980.6199 gals.).
 FC1257
 FC1257.The modeled gravity was interpolated from observed gravity values.
 FC1257
 FC1257;                    North         East    Units  Estimated Accuracy
 FC1257;SPC TN       -    74,690.      671,940.      MT  (+/- 180 meters Scaled)
 FC1257
 FC1257                          SUPERSEDED SURVEY CONTROL
 FC1257
 FC1257  NGVD 29 (??/??/92)  215.620  (m)          707.41   (f) ADJ UNCH    2 0
 FC1257
 FC1257.Superseded values are not recommended for survey control.
 FC1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1257.See file dsdata.txt to determine how the superseded data were derived.
 FC1257
 FC1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD631749(NAD 83)
 FC1257_MARKER: DR = REFERENCE MARK DISK
 FC1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1257_STAMPING: SPRING NO 1 1961
 FC1257_MARK LOGO: CGS   
 FC1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1257+STABILITY: SURFACE MOTION
 FC1257
 FC1257  HISTORY     - Date     Condition        Report By
 FC1257  HISTORY     - 1961     MONUMENTED       CGS
 FC1257  HISTORY     - 1962     GOOD             NGS
 FC1257  HISTORY     - 1972     GOOD             NGS
 FC1257  HISTORY     - 1983     GOOD             NGS
 FC1257  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1257
 FC1257                          STATION DESCRIPTION
 FC1257
 FC1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1257'2 MI SE FROM BRAINERD.
 FC1257'AT THE STATION SITE, 34.5 FEET NORTHEAST OF THE STATION, 15
 FC1257'FEET NORTH OF A METAL LIGHT POLE AND 5 FEET NORTHWEST OF A
 FC1257'GUARD RAIL.  THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 FC1257'POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 FC1257
 FC1257                          STATION RECOVERY (1972)
 FC1257
 FC1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1257'RECOVERED IN GOOD CONDITION.
 FC1257
 FC1257                          STATION RECOVERY (1983)
 FC1257
 FC1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1257'RECOVERED IN GOOD CONDITION.
 FC1257
 FC1257                          STATION RECOVERY (2000)
 FC1257
 FC1257'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2005 ***********************************************************************
 GA2005  DESIGNATION -  SPRING RM 1
 GA2005  PID         -  GA2005
 GA2005  STATE/COUNTY-  TN/JEFFERSON
 GA2005  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2005
 GA2005                         *CURRENT SURVEY CONTROL
 GA2005  ___________________________________________________________________
 GA2005* NAD 83(1986)-  36 03 39.     (N)    083 22 34.     (W)     SCALED    
 GA2005* NAVD 88     -       395.198  (meters)    1296.58   (feet)  ADJUSTED  
 GA2005  ___________________________________________________________________
 GA2005  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2005  DYNAMIC HT  -         394.830 (meters)    1295.37  (feet)  COMP
 GA2005  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA2005
 GA2005  VERT ORDER  -  SECOND    CLASS 0
 GA2005
 GA2005.The horizontal coordinates were scaled from a topographic map and have
 GA2005.an estimated accuracy of +/- 6 seconds.
 GA2005
 GA2005.The orthometric height was determined by differential leveling
 GA2005.and adjusted by the National Geodetic Survey in June 1991..
 GA2005
 GA2005.The geoid height was determined by GEOID03.
 GA2005
 GA2005.The dynamic height is computed by dividing the NAVD 88
 GA2005.geopotential number by the normal gravity value computed on the
 GA2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2005.degrees latitude (g = 980.6199 gals.).
 GA2005
 GA2005.The modeled gravity was interpolated from observed gravity values.
 GA2005
 GA2005;                    North         East    Units  Estimated Accuracy
 GA2005;SPC TN       -   194,830.      836,360.      MT  (+/- 180 meters Scaled)
 GA2005
 GA2005                          SUPERSEDED SURVEY CONTROL
 GA2005
 GA2005  NGVD 29 (??/??/92)  395.353  (m)         1297.09   (f) ADJ UNCH    2 0
 GA2005
 GA2005.Superseded values are not recommended for survey control.
 GA2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2005.See file dsdata.txt to determine how the superseded data were derived.
 GA2005
 GA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV859933(NAD 83)
 GA2005_MARKER: DR = REFERENCE MARK DISK
 GA2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2005_STAMPING: SPRING NO 1 1961
 GA2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2005+STABILITY: SURFACE MOTION
 GA2005
 GA2005  HISTORY     - Date     Condition        Report By
 GA2005  HISTORY     - 1961     MONUMENTED       CGS
 GA2005
 GA2005                          STATION DESCRIPTION
 GA2005
 GA2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2005'14.4 MI NW FROM NEWPORT.
 GA2005'THIS MARK IS LOCATED AT THE SPRING 1961 STATION SITE, 26.8 FT.
 GA2005'SOUTHEAST OF THE STATION MARK, AND 1 FT. SOUTH OF A FENCE.  THE
 GA2005'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 GA2005'IS ABOUT 30 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE-- FOR DESCR.
 GA2005'SEE STATION SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1259 ***********************************************************************
 FC1259  DESIGNATION -  SPRING RM 2
 FC1259  PID         -  FC1259
 FC1259  STATE/COUNTY-  TN/HAMILTON
 FC1259  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1259
 FC1259                         *CURRENT SURVEY CONTROL
 FC1259  ___________________________________________________________________
 FC1259* NAD 83(1986)-  35 00 14.     (N)    085 12 43.     (W)     SCALED    
 FC1259* NAVD 88     -       215.669  (meters)     707.57   (feet)  POSTED    
 FC1259  ___________________________________________________________________
 FC1259  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1259  DYNAMIC HT  -         215.450 (meters)     706.86  (feet)  COMP
 FC1259  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1259
 FC1259  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC1259
 FC1259.The horizontal coordinates were scaled from a topographic map and have
 FC1259.an estimated accuracy of +/- 6 seconds.
 FC1259
 FC1259.The orthometric height was determined by differential leveling
 FC1259.and adjusted by the National Geodetic Survey in 1992..
 FC1259.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC1259.rate greater than 8.0 mm/km.
 FC1259
 FC1259.The geoid height was determined by GEOID03.
 FC1259
 FC1259.The dynamic height is computed by dividing the NAVD 88
 FC1259.geopotential number by the normal gravity value computed on the
 FC1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1259.degrees latitude (g = 980.6199 gals.).
 FC1259
 FC1259.The modeled gravity was interpolated from observed gravity values.
 FC1259
 FC1259;                    North         East    Units  Estimated Accuracy
 FC1259;SPC TN       -    74,690.      671,940.      MT  (+/- 180 meters Scaled)
 FC1259
 FC1259                          SUPERSEDED SURVEY CONTROL
 FC1259
 FC1259  NGVD 29 (??/??/92)  215.678  (m)          707.60   (f) ADJ UNCH    2 0
 FC1259
 FC1259.Superseded values are not recommended for survey control.
 FC1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1259.See file dsdata.txt to determine how the superseded data were derived.
 FC1259
 FC1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD631749(NAD 83)
 FC1259_MARKER: DR = REFERENCE MARK DISK
 FC1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1259_STAMPING: SPRING NO 2 1961
 FC1259_MARK LOGO: CGS   
 FC1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1259+STABILITY: SURFACE MOTION
 FC1259
 FC1259  HISTORY     - Date     Condition        Report By
 FC1259  HISTORY     - 1961     MONUMENTED       CGS
 FC1259  HISTORY     - 1962     GOOD             NGS
 FC1259  HISTORY     - 1968     GOOD             NGS
 FC1259  HISTORY     - 1983     GOOD             NGS
 FC1259  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1259
 FC1259                          STATION DESCRIPTION
 FC1259
 FC1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1259'2 MI SE FROM BRAINERD.
 FC1259'AT THE SPRING STATION SITE, 32.5 FEET SOUTH OF THE STATION,
 FC1259'117 FEET NORTHEAST OF THE NORTH END OF AN OVERPASS, 8 FEET
 FC1259'NORTHWEST OF A GUARD RAIL.  THE MARK IS SET IN THE TOP OF A
 FC1259'SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL
 FC1259'WITH THE ROAD.
 FC1259
 FC1259                          STATION RECOVERY (1968)
 FC1259
 FC1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC1259'RECOVERED IN GOOD CONDITION.
 FC1259
 FC1259                          STATION RECOVERY (1983)
 FC1259
 FC1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1259'RECOVERED IN GOOD CONDITION.
 FC1259
 FC1259                          STATION RECOVERY (2000)
 FC1259
 FC1259'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2003 ***********************************************************************
 GA2003  DESIGNATION -  SPRING RM 2
 GA2003  PID         -  GA2003
 GA2003  STATE/COUNTY-  TN/JEFFERSON
 GA2003  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2003
 GA2003                         *CURRENT SURVEY CONTROL
 GA2003  ___________________________________________________________________
 GA2003* NAD 83(1986)-  36 03 39.     (N)    083 22 34.     (W)     SCALED    
 GA2003* NAVD 88     -       395.332  (meters)    1297.02   (feet)  ADJUSTED  
 GA2003  ___________________________________________________________________
 GA2003  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2003  DYNAMIC HT  -         394.964 (meters)    1295.81  (feet)  COMP
 GA2003  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA2003
 GA2003  VERT ORDER  -  SECOND    CLASS 0
 GA2003
 GA2003.The horizontal coordinates were scaled from a topographic map and have
 GA2003.an estimated accuracy of +/- 6 seconds.
 GA2003
 GA2003.The orthometric height was determined by differential leveling
 GA2003.and adjusted by the National Geodetic Survey in June 1991..
 GA2003
 GA2003.The geoid height was determined by GEOID03.
 GA2003
 GA2003.The dynamic height is computed by dividing the NAVD 88
 GA2003.geopotential number by the normal gravity value computed on the
 GA2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2003.degrees latitude (g = 980.6199 gals.).
 GA2003
 GA2003.The modeled gravity was interpolated from observed gravity values.
 GA2003
 GA2003;                    North         East    Units  Estimated Accuracy
 GA2003;SPC TN       -   194,830.      836,360.      MT  (+/- 180 meters Scaled)
 GA2003
 GA2003                          SUPERSEDED SURVEY CONTROL
 GA2003
 GA2003  NGVD 29 (??/??/92)  395.487  (m)         1297.53   (f) ADJ UNCH    2 0
 GA2003
 GA2003.Superseded values are not recommended for survey control.
 GA2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2003.See file dsdata.txt to determine how the superseded data were derived.
 GA2003
 GA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV859933(NAD 83)
 GA2003_MARKER: DR = REFERENCE MARK DISK
 GA2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2003_STAMPING: SPRING NO 2 1961
 GA2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2003+STABILITY: SURFACE MOTION
 GA2003
 GA2003  HISTORY     - Date     Condition        Report By
 GA2003  HISTORY     - 1961     MONUMENTED       CGS
 GA2003
 GA2003                          STATION DESCRIPTION
 GA2003
 GA2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2003'14.4 MI NW FROM NEWPORT.
 GA2003'THIS MARK IS LOCATED AT THE SPRING 1961 STATION SITE, 30.1 FT.
 GA2003'NORTHWEST OF THE STATION MARK AND 1 FT. SOUTH OF A WIRE FENCE.
 GA2003'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 GA2003'AND IS ABOUT 30 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- FOR
 GA2003'DESCR. SEE STATION SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1018 ***********************************************************************
 GC1018  DESIGNATION -  SPRINGFIELD
 GC1018  PID         -  GC1018
 GC1018  STATE/COUNTY-  TN/ROBERTSON
 GC1018  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1018
 GC1018                         *CURRENT SURVEY CONTROL
 GC1018  ___________________________________________________________________
 GC1018* NAD 83(1986)-  36 30 32.     (N)    086 53 07.     (W)     SCALED    
 GC1018* NAVD 88     -       206.359  (meters)     677.03   (feet)  ADJUSTED  
 GC1018  ___________________________________________________________________
 GC1018  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC1018  DYNAMIC HT  -         206.185 (meters)     676.46  (feet)  COMP
 GC1018  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GC1018
 GC1018  VERT ORDER  -  SECOND    CLASS 0
 GC1018
 GC1018.The horizontal coordinates were scaled from a topographic map and have
 GC1018.an estimated accuracy of +/- 6 seconds.
 GC1018
 GC1018.The orthometric height was determined by differential leveling
 GC1018.and adjusted by the National Geodetic Survey in June 1991..
 GC1018
 GC1018.The geoid height was determined by GEOID03.
 GC1018
 GC1018.The dynamic height is computed by dividing the NAVD 88
 GC1018.geopotential number by the normal gravity value computed on the
 GC1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1018.degrees latitude (g = 980.6199 gals.).
 GC1018
 GC1018.The modeled gravity was interpolated from observed gravity values.
 GC1018
 GC1018;                    North         East    Units  Estimated Accuracy
 GC1018;SPC TN       -   241,740.      520,700.      MT  (+/- 180 meters Scaled)
 GC1018
 GC1018                          SUPERSEDED SURVEY CONTROL
 GC1018
 GC1018  NGVD 29 (??/??/92)  206.405  (m)          677.18   (f) ADJ UNCH    2 0
 GC1018
 GC1018.Superseded values are not recommended for survey control.
 GC1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1018.See file dsdata.txt to determine how the superseded data were derived.
 GC1018
 GC1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF102404(NAD 83)
 GC1018_MARKER: DB = BENCH MARK DISK
 GC1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1018_STAMPING: SPRINGFIELD 1935
 GC1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1018+STABILITY: SURFACE MOTION
 GC1018
 GC1018  HISTORY     - Date     Condition        Report By
 GC1018  HISTORY     - 1935     MONUMENTED       CGS
 GC1018
 GC1018                          STATION DESCRIPTION
 GC1018
 GC1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1018'AT SPRINGFIELD.
 GC1018'AT SPRINGFIELD, ROBERTSON COUNTY, AT THE COUNTY COURTHOUSE, 23
 GC1018'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE
 GC1018'CONCRETE FACING, AND 3.5 FEET ABOVE THE GROUND.  A STANDARD
 GC1018'DISK, STAMPED SPRINGFIELD 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2416 ***********************************************************************
 GC2416  DESIGNATION -  SPRINGFIELD N MUNICIPAL TANK
 GC2416  PID         -  GC2416
 GC2416  STATE/COUNTY-  TN/ROBERTSON
 GC2416  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2416
 GC2416                         *CURRENT SURVEY CONTROL
 GC2416  ___________________________________________________________________
 GC2416* NAD 83(1995)-  36 30 22.40106(N)    086 52 44.49637(W)     ADJUSTED  
 GC2416* NAVD 88     -                                                        
 GC2416  ___________________________________________________________________
 GC2416  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2416  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2416
 GC2416  HORZ ORDER  -  THIRD
 GC2416
 GC2416.The horizontal coordinates were established by classical geodetic methods
 GC2416.and adjusted by the National Geodetic Survey in April 1999..
 GC2416
 GC2416
 GC2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2416
 GC2416.The geoid height was determined by GEOID03.
 GC2416
 GC2416;                    North         East     Units Scale Factor Converg.
 GC2416;SPC TN       -   241,440.197   521,253.038   MT  1.00001711   -0 30 52.6
 GC2416;SPC TN       -   792,125.05  1,710,144.34   sFT  1.00001711   -0 30 52.6
 GC2416;UTM  16      - 4,040,105.112   510,832.925   MT  0.99960145   +0 04 19.1
 GC2416
 GC2416                          SUPERSEDED SURVEY CONTROL
 GC2416
 GC2416  NAD 83(1995)-  36 30 22.40217(N)    086 52 44.49850(W) AD(       ) 4
 GC2416  NAD 83(1995)-  36 30 22.40391(N)    086 52 44.50080(W) AD(       ) 4
 GC2416  NAD 83(1986)-  36 30 22.41024(N)    086 52 44.50061(W) AD(       ) 4
 GC2416  NAD 27      -  36 30 22.25100(N)    086 52 44.50900(W) AD(       ) 3
 GC2416
 GC2416.Superseded values are not recommended for survey control.
 GC2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2416.See file dsdata.txt to determine how the superseded data were derived.
 GC2416
 GC2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1083340105(NAD 83)
 GC2416_MARKER: 53 = ELEVATED TANK
 GC2416
 GC2416  HISTORY     - Date     Condition        Report By
 GC2416  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2416
 GC2416                          STATION DESCRIPTION
 GC2416
 GC2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2416'THE BALL AT THE APEX OF THE SPRINGFIELD MINI. WATER TANK, LOCATED IN
 GC2416'THE EAST SECTION OF SPRINGFIELD.  IT IS 125 FEET SOUTHWEST OF THE
 GC2416'INTERSECTION OF 18TH AVENUE AND MABLE STREET.  IT IS A 6 LEGGED STEEL
 GC2416'STRUCTURE 125 FEET HIGH AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2365 ***********************************************************************
 GC2365  DESIGNATION -  SPRINGFIELD RAD STA WDBL MAST
 GC2365  PID         -  GC2365
 GC2365  STATE/COUNTY-  TN/ROBERTSON
 GC2365  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC2365
 GC2365                         *CURRENT SURVEY CONTROL
 GC2365  ___________________________________________________________________
 GC2365* NAD 83(1995)-  36 29 42.54103(N)    086 54 22.33352(W)     ADJUSTED  
 GC2365* NAVD 88     -                                                        
 GC2365  ___________________________________________________________________
 GC2365  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GC2365  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC2365
 GC2365  HORZ ORDER  -  THIRD
 GC2365
 GC2365.The horizontal coordinates were established by classical geodetic methods
 GC2365.and adjusted by the National Geodetic Survey in April 1999..
 GC2365
 GC2365
 GC2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2365
 GC2365.The geoid height was determined by GEOID03.
 GC2365
 GC2365;                    North         East     Units Scale Factor Converg.
 GC2365;SPC TN       -   240,233.768   518,807.099   MT  1.00001486   -0 31 49.9
 GC2365;SPC TN       -   788,166.95  1,702,119.62   sFT  1.00001486   -0 31 49.9
 GC2365;UTM  16      - 4,038,874.223   508,400.472   MT  0.99960087   +0 03 20.8
 GC2365
 GC2365                          SUPERSEDED SURVEY CONTROL
 GC2365
 GC2365  NAD 83(1995)-  36 29 42.54173(N)    086 54 22.33605(W) AD(       ) 4
 GC2365  NAD 83(1995)-  36 29 42.54378(N)    086 54 22.33892(W) AD(       ) 4
 GC2365  NAD 83(1986)-  36 29 42.54992(N)    086 54 22.33809(W) AD(       ) 4
 GC2365  NAD 27      -  36 29 42.38800(N)    086 54 22.33700(W) AD(       ) 3
 GC2365
 GC2365.Superseded values are not recommended for survey control.
 GC2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2365.See file dsdata.txt to determine how the superseded data were derived.
 GC2365
 GC2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0840038874(NAD 83)
 GC2365_MARKER: 42 = RADIO/TV MAST
 GC2365
 GC2365  HISTORY     - Date     Condition        Report By
 GC2365  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2365
 GC2365                          STATION DESCRIPTION
 GC2365
 GC2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2365'STATION IS THE RED LIGHT AT THE CENTER OF THE TOP OF THE MAST, WHICH
 GC2365'IS LOCATED ON A HIGH HILL ABOUT 1.5 MILES SOUTHWEST OF SPRINGFIELD.
 GC2365'IT IS A UNIFORM CROSS SECTION, GUYED MAST, PAINTED IN ALTERNATE RED
 GC2365'AND WHITE SECTIONS AND IS 172 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2417 ***********************************************************************
 GC2417  DESIGNATION -  SPRINGFIELD ROBERTSON CO CTHSE
 GC2417  PID         -  GC2417
 GC2417  STATE/COUNTY-  TN/ROBERTSON
 GC2417  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2417
 GC2417                         *CURRENT SURVEY CONTROL
 GC2417  ___________________________________________________________________
 GC2417* NAD 83(1995)-  36 30 32.53838(N)    086 53 07.34603(W)     ADJUSTED  
 GC2417* NAVD 88     -                                                        
 GC2417  ___________________________________________________________________
 GC2417  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC2417  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2417
 GC2417  HORZ ORDER  -  THIRD
 GC2417
 GC2417.The horizontal coordinates were established by classical geodetic methods
 GC2417.and adjusted by the National Geodetic Survey in April 1999..
 GC2417
 GC2417
 GC2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2417
 GC2417.The geoid height was determined by GEOID03.
 GC2417
 GC2417;                    North         East     Units Scale Factor Converg.
 GC2417;SPC TN       -   241,757.793   520,687.277   MT  1.00001769   -0 31 06.0
 GC2417;SPC TN       -   793,167.03  1,708,288.17   sFT  1.00001769   -0 31 06.0
 GC2417;UTM  16      - 4,040,416.771   510,264.180   MT  0.99960130   +0 04 05.5
 GC2417
 GC2417                          SUPERSEDED SURVEY CONTROL
 GC2417
 GC2417  NAD 83(1995)-  36 30 32.53939(N)    086 53 07.34829(W) AD(       ) 4
 GC2417  NAD 83(1995)-  36 30 32.54135(N)    086 53 07.35084(W) AD(       ) 4
 GC2417  NAD 83(1986)-  36 30 32.54749(N)    086 53 07.35041(W) AD(       ) 4
 GC2417  NAD 27      -  36 30 32.38600(N)    086 53 07.35700(W) AD(       ) 3
 GC2417
 GC2417.Superseded values are not recommended for survey control.
 GC2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2417.See file dsdata.txt to determine how the superseded data were derived.
 GC2417
 GC2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1026440417(NAD 83)
 GC2417_MARKER: 55 = TOWER
 GC2417
 GC2417  HISTORY     - Date     Condition        Report By
 GC2417  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2417
 GC2417                          STATION DESCRIPTION
 GC2417
 GC2417'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2418 ***********************************************************************
 GC2418  DESIGNATION -  SPRINGFIELD S MUNICIPAL TANK
 GC2418  PID         -  GC2418
 GC2418  STATE/COUNTY-  TN/ROBERTSON
 GC2418  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2418
 GC2418                         *CURRENT SURVEY CONTROL
 GC2418  ___________________________________________________________________
 GC2418* NAD 83(1995)-  36 30 01.38643(N)    086 53 24.24497(W)     ADJUSTED  
 GC2418* NAVD 88     -                                                        
 GC2418  ___________________________________________________________________
 GC2418  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GC2418  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2418
 GC2418  HORZ ORDER  -  THIRD
 GC2418
 GC2418.The horizontal coordinates were established by classical geodetic methods
 GC2418.and adjusted by the National Geodetic Survey in April 1999..
 GC2418
 GC2418
 GC2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2418
 GC2418.The geoid height was determined by GEOID03.
 GC2418
 GC2418;                    North         East     Units Scale Factor Converg.
 GC2418;SPC TN       -   240,801.386   520,258.049   MT  1.00001592   -0 31 15.9
 GC2418;SPC TN       -   790,029.21  1,706,879.95   sFT  1.00001592   -0 31 15.9
 GC2418;UTM  16      - 4,039,456.419   509,844.938   MT  0.99960119   +0 03 55.4
 GC2418
 GC2418                          SUPERSEDED SURVEY CONTROL
 GC2418
 GC2418  NAD 83(1995)-  36 30 01.38732(N)    086 53 24.24729(W) AD(       ) 4
 GC2418  NAD 83(1995)-  36 30 01.38946(N)    086 53 24.24981(W) AD(       ) 4
 GC2418  NAD 83(1986)-  36 30 01.39548(N)    086 53 24.24936(W) AD(       ) 4
 GC2418  NAD 27      -  36 30 01.23400(N)    086 53 24.25500(W) AD(       ) 3
 GC2418
 GC2418.Superseded values are not recommended for survey control.
 GC2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2418.See file dsdata.txt to determine how the superseded data were derived.
 GC2418
 GC2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0984539456(NAD 83)
 GC2418_MARKER: 53 = ELEVATED TANK
 GC2418
 GC2418  HISTORY     - Date     Condition        Report By
 GC2418  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2418
 GC2418                          STATION DESCRIPTION
 GC2418
 GC2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2418'THE BALL AT THE APEX OF THE SPRINGFIELD MUN WATER TANK, LOCATED IN
 GC2418'THE WEST SECTION OF SPRINGFIELD.  IT IS 0.2 MILE EAST OF THE
 GC2418'INTERSECTION OF 15TH AVENUE AND RICHARDS STREET.  IT IS A 6 LEGGED
 GC2418'STEEL STRUCTURE 125 FEET HIGH AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1495 ***********************************************************************
 FD1495  DESIGNATION -  SPRINGHILL MUNICIPAL TANK
 FD1495  PID         -  FD1495
 FD1495  STATE/COUNTY-  TN/MAURY
 FD1495  USGS QUAD   -  SPRING HILL (1979)
 FD1495
 FD1495                         *CURRENT SURVEY CONTROL
 FD1495  ___________________________________________________________________
 FD1495* NAD 83(1995)-  35 45 03.86482(N)    086 55 45.59789(W)     ADJUSTED  
 FD1495* NAVD 88     -                                                        
 FD1495  ___________________________________________________________________
 FD1495  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FD1495  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD1495
 FD1495  HORZ ORDER  -  THIRD
 FD1495
 FD1495.The horizontal coordinates were established by classical geodetic methods
 FD1495.and adjusted by the National Geodetic Survey in April 1999..
 FD1495
 FD1495
 FD1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1495
 FD1495.The geoid height was determined by GEOID03.
 FD1495
 FD1495;                    North         East     Units Scale Factor Converg.
 FD1495;SPC TN       -   157,695.844   515,950.908   MT  0.99994945   -0 32 38.6
 FD1495;SPC TN       -   517,373.78  1,692,748.94   sFT  0.99994945   -0 32 38.6
 FD1495;UTM  16      - 3,956,341.748   506,389.028   MT  0.99960050   +0 02 28.6
 FD1495
 FD1495                          SUPERSEDED SURVEY CONTROL
 FD1495
 FD1495  NAD 83(1995)-  35 45 03.86712(N)    086 55 45.59943(W) AD(       ) 4
 FD1495  NAD 83(1986)-  35 45 03.87596(N)    086 55 45.59985(W) AD(       ) 4
 FD1495  NAD 27      -  35 45 03.62800(N)    086 55 45.59300(W) AD(       ) 3
 FD1495
 FD1495.Superseded values are not recommended for survey control.
 FD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1495.See file dsdata.txt to determine how the superseded data were derived.
 FD1495
 FD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0638956342(NAD 83)
 FD1495_MARKER: 51 = TANK
 FD1495
 FD1495  HISTORY     - Date     Condition        Report By
 FD1495  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1495
 FD1495                          STATION DESCRIPTION
 FD1495
 FD1495'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2754 ***********************************************************************
 GC2754  DESIGNATION -  SPRIPORT
 GC2754  PID         -  GC2754
 GC2754  STATE/COUNTY-  TN/ROBERTSON
 GC2754  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2754
 GC2754                         *CURRENT SURVEY CONTROL
 GC2754  ___________________________________________________________________
 GC2754* NAD 83(1995)-  36 32 17.26230(N)    086 55 09.25537(W)     ADJUSTED  
 GC2754* NAVD 88     -       211.8    (meters)     695.     (feet)  VERTCON   
 GC2754  ___________________________________________________________________
 GC2754  X           -     275,748.456 (meters)                     COMP
 GC2754  Y           -  -5,123,405.111 (meters)                     COMP
 GC2754  Z           -   3,776,443.237 (meters)                     COMP
 GC2754  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2754  ELLIP HEIGHT-         182.01  (meters)          (04/12/99) GPS OBS
 GC2754  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GC2754
 GC2754  HORZ ORDER  -  THIRD
 GC2754  ELLP ORDER  -  FOURTH    CLASS I
 GC2754
 GC2754.This mark is at Springfield Robertson Co Airport (M91)
 GC2754
 GC2754.The horizontal coordinates were established by GPS observations
 GC2754.and adjusted by the National Geodetic Survey in April 1999..
 GC2754
 GC2754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2754
 GC2754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2754
 GC2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2754
 GC2754.The ellipsoidal height was determined by GPS observations
 GC2754.and is referenced to NAD 83.
 GC2754
 GC2754.The geoid height was determined by GEOID03.
 GC2754
 GC2754;                    North         East     Units Scale Factor Converg.
 GC2754;SPC TN       -   245,013.764   517,684.139   MT  1.00002380   -0 32 17.4
 GC2754;SPC TN       -   803,849.32  1,698,435.38   sFT  1.00002380   -0 32 17.4
 GC2754;UTM  16      - 4,043,640.482   507,229.151   MT  0.99960064   +0 02 53.1
 GC2754
 GC2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2754!SPC TN       -   0.99997144  x   1.00002380  =   0.99999524
 GC2754!UTM  16      -   0.99997144  x   0.99960064  =   0.99957209
 GC2754
 GC2754                          SUPERSEDED SURVEY CONTROL
 GC2754
 GC2754  NAD 83(1995)-  36 32 17.26342(N)    086 55 09.25710(W) AD(       ) 3
 GC2754  NAD 83(1995)-  36 32 17.26416(N)    086 55 09.25998(W) AD(       ) 3
 GC2754  NGVD 29 (09/17/90)  211.9    (m)          695.     (f) GPS OBS        
 GC2754
 GC2754.Superseded values are not recommended for survey control.
 GC2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2754.See file dsdata.txt to determine how the superseded data were derived.
 GC2754
 GC2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0722943640(NAD 83)
 GC2754_MARKER: I = METAL ROD
 GC2754_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2754_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2754+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 GC2754
 GC2754  HISTORY     - Date     Condition        Report By
 GC2754  HISTORY     - 1987     MONUMENTED       NGS
 GC2754  HISTORY     - 19890524 GOOD
 GC2754
 GC2754                          STATION DESCRIPTION
 GC2754
 GC2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2754'1.4 MILES NORTH ALONG US HIGHWAYS 431 AND 41 AND STATE HIGHWAY 11
 GC2754'FROM THE JUNCTION OF STATE HIGHWAY 49 IN SPRINGFIELD, TO A Y
 GC2754'JUNCTION THENCE 2.15 MILES NORTHWEST ALONG US HIGHWAY 11 TO THE
 GC2754'JUNCTION OF A BLACK TOP ROAD, THENCE 0.70 MILE SOUTH ALONG BLACK
 GC2754'TOP ROAD TO JUNCTION OF AIRPORT ENTRANCE DRIVE THENCE 0.05 MILE
 GC2754'NORTHWEST ALONG AIRPORT ENTRANCE DRIVE TO THE OFFICE BUILDING
 GC2754'OF THE SPRINGFIELD MUNICIPAL AIRPORT, CONTINUE WESTERLY FROM
 GC2754'OFFICE BUILDING FOR 0.10 MILE ALONG TAXIWAY TO JUNCTION OF RUNWAY
 GC2754'AND MARK NEAR A CONCRETE CULVERT, A 3-D MARK, A STAINLESS
 GC2754'STEEL ROD DRIVEN 21.5 FEET TO REFUSAL, 3 INCHES BELOW GROUND,
 GC2754'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN
 GC2754'A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED SPRIPORT 1987, 1 INCH
 GC2754'BELOW GROUND, WITH A REBAR IN CONCRETE, 178.9 FEET NORTHEAST OF
 GC2754'A CONCRETE CULVERT WITH HEADWALL, 142.7 FEET SOUTHEAST OF SOUTHEAST
 GC2754'EDGE OF RUNWAY, 170.2 FEET NORTHWEST OF NORTHWEST EDGE OF TAXIWAY
 GC2754'APRON, AND 1.2 FEET SOUTHWEST OF A FIBERGLASS WITNESS POST.  CONTACT
 GC2754'ROY WILLIAMS AT 384-2526 OFFICE OR 384-9388 HOME BEFORE WORKING ON
 GC2754'AIRPORT.
 GC2754
 GC2754                          STATION RECOVERY (1989)
 GC2754
 GC2754'RECOVERED 1989
 GC2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2755 ***********************************************************************
 GC2755  DESIGNATION -  SPRIPORT AZ MK
 GC2755  PID         -  GC2755
 GC2755  STATE/COUNTY-  TN/ROBERTSON
 GC2755  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2755
 GC2755                         *CURRENT SURVEY CONTROL
 GC2755  ___________________________________________________________________
 GC2755* NAD 83(1995)-  36 32 29.19379(N)    086 55 01.00580(W)     ADJUSTED  
 GC2755* NAVD 88     -       213.4    (meters)     700.     (feet)  VERTCON   
 GC2755  ___________________________________________________________________
 GC2755  X           -     275,941.655 (meters)                     COMP
 GC2755  Y           -  -5,123,176.644 (meters)                     COMP
 GC2755  Z           -   3,776,739.651 (meters)                     COMP
 GC2755  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2755  ELLIP HEIGHT-         183.54  (meters)          (04/12/99) GPS OBS
 GC2755  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC2755
 GC2755  HORZ ORDER  -  THIRD
 GC2755  ELLP ORDER  -  FOURTH    CLASS I
 GC2755
 GC2755.This mark is at Springfield Robertson Co Airport (M91)
 GC2755
 GC2755.The horizontal coordinates were established by GPS observations
 GC2755.and adjusted by the National Geodetic Survey in April 1999..
 GC2755
 GC2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2755
 GC2755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2755
 GC2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2755
 GC2755.The ellipsoidal height was determined by GPS observations
 GC2755.and is referenced to NAD 83.
 GC2755
 GC2755.The geoid height was determined by GEOID03.
 GC2755
 GC2755;                    North         East     Units Scale Factor Converg.
 GC2755;SPC TN       -   245,379.617   517,892.782   MT  1.00002451   -0 32 12.5
 GC2755;SPC TN       -   805,049.63  1,699,119.90   sFT  1.00002451   -0 32 12.5
 GC2755;UTM  16      - 4,044,008.295   507,433.953   MT  0.99960068   +0 02 58.0
 GC2755
 GC2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2755!SPC TN       -   0.99997120  x   1.00002451  =   0.99999571
 GC2755!UTM  16      -   0.99997120  x   0.99960068  =   0.99957189
 GC2755
 GC2755                          SUPERSEDED SURVEY CONTROL
 GC2755
 GC2755  NAD 83(1995)-  36 32 29.19491(N)    086 55 01.00758(W) AD(       ) 3
 GC2755  NAD 83(1995)-  36 32 29.19564(N)    086 55 01.01040(W) AD(       ) 3
 GC2755  NGVD 29 (09/17/90)  213.5    (m)          700.     (f) GPS OBS        
 GC2755
 GC2755.Superseded values are not recommended for survey control.
 GC2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2755.See file dsdata.txt to determine how the superseded data were derived.
 GC2755
 GC2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0743444008(NAD 83)
 GC2755_MARKER: I = METAL ROD
 GC2755_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2755_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2755+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 GC2755
 GC2755  HISTORY     - Date     Condition        Report By
 GC2755  HISTORY     - 1987     MONUMENTED       NGS
 GC2755  HISTORY     - 19890524 GOOD
 GC2755
 GC2755                          STATION DESCRIPTION
 GC2755
 GC2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2755'1.4 MILES NORTH ALONG US HIGHWAYS 431 AND STATE HIGHWAY 11 FROM
 GC2755'THE JUNCTION OF STATE HIGHWAY 49 IN SPRINGFIELD, TO A Y JUNCTION,
 GC2755'THENCE 2.15 MILES NORTHWEST ALONG US HIGHWAY 41 AND STATE HIGHWAY
 GC2755'11 TO THE JUNCTION OF A BLACK TOP ROAD, THENCE 0.70 MILE SOUTH ALONG
 GC2755'BLACK TOP ROAD TO JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.05
 GC2755'MILE NORTHWEST ALONG AIRPORT ENTRANCE DRIVE TO THE OFFICE BUILDING
 GC2755'OF THE SPRINGFIELD MUNICIPAL AIRPORT, THENCE E0.10 MILE NORTH ALONG
 GC2755'TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.15 MILE NORTHEAST ALONG EAST
 GC2755'SIDE OF RUNWAY TO THE MOST SOUTHERLY ONE OF TWO VASI, A 3-D MARK
 GC2755'A STAINLESS STEEL ROD DRIVEN 22.0 FEET TO REFUSAL, 3 INCHES BELOW
 GC2755'GROUND ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE,
 GC2755'ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED SPRIPORT AZ MK
 GC2755'1987, 1 INCH BELOW GROUND, WITH A RAILROAD SPIKE  IN CONCRETE, 33.8
 GC2755'FEET SOUTHEAST OF SOUTHEAST EDGE OF RUNWAY, 16.2 FEET NORTHWEST OF
 GC2755'CENTER OF CONCRETE BASE FOR VASI, AND 1.2 FEET SOUTHWEST OF A
 GC2755'FIBERGLASS WITNESS POST.
 GC2755
 GC2755                          STATION RECOVERY (1989)
 GC2755
 GC2755'RECOVERED 1989
 GC2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0977 ***********************************************************************
 FE0977  DESIGNATION -  SS 12
 FE0977  PID         -  FE0977
 FE0977  STATE/COUNTY-  TN/FAYETTE
 FE0977  USGS QUAD   -  MOSCOW SE (1983)
 FE0977
 FE0977                         *CURRENT SURVEY CONTROL
 FE0977  ___________________________________________________________________
 FE0977* NAD 83(1986)-  35 03 16.     (N)    089 20 31.     (W)     SCALED    
 FE0977* NAVD 88     -       136.652  (meters)     448.33   (feet)  ADJUSTED  
 FE0977  ___________________________________________________________________
 FE0977  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0977  DYNAMIC HT  -         136.524 (meters)     447.91  (feet)  COMP
 FE0977  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 FE0977
 FE0977  VERT ORDER  -  FIRST     CLASS II
 FE0977
 FE0977.The horizontal coordinates were scaled from a topographic map and have
 FE0977.an estimated accuracy of +/- 6 seconds.
 FE0977
 FE0977.The orthometric height was determined by differential leveling
 FE0977.and adjusted by the National Geodetic Survey in June 1991..
 FE0977
 FE0977.The geoid height was determined by GEOID03.
 FE0977
 FE0977.The dynamic height is computed by dividing the NAVD 88
 FE0977.geopotential number by the normal gravity value computed on the
 FE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0977.degrees latitude (g = 980.6199 gals.).
 FE0977
 FE0977.The modeled gravity was interpolated from observed gravity values.
 FE0977
 FE0977;                    North         East    Units  Estimated Accuracy
 FE0977;SPC TN       -    85,210.      295,170.      MT  (+/- 180 meters Scaled)
 FE0977
 FE0977                          SUPERSEDED SURVEY CONTROL
 FE0977
 FE0977  NGVD 29 (??/??/??)  136.596  (m)          448.15   (f) ADJUSTED    1 2
 FE0977
 FE0977.Superseded values are not recommended for survey control.
 FE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0977.See file dsdata.txt to determine how the superseded data were derived.
 FE0977
 FE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD864815(NAD 83)
 FE0977_MARKER: DB = BENCH MARK DISK
 FE0977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0977_SP_SET: CULVERT
 FE0977_STAMPING: SS 12 1934
 FE0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0977
 FE0977  HISTORY     - Date     Condition        Report By
 FE0977  HISTORY     - 1934     MONUMENTED       CGS
 FE0977  HISTORY     - 1944     GOOD             CGS
 FE0977  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0977  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 FE0977
 FE0977                          STATION DESCRIPTION
 FE0977
 FE0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0977'3.8 MI E FROM MOSCOW.
 FE0977'3.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0977'MOSCOW, FAYETTE COUNTY, NEAR THE MIDDLE OF A 300 YARD TANGENT
 FE0977'BETWEEN TWO CURVES TURNING NORTH, 6 FEET SOUTHEAST OF MILEPOST
 FE0977'509, AT A ROAD CROSSING, 11 FEET NORTH OF THE CENTERLINE OF THE
 FE0977'TRACK, 6 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF
 FE0977'THE WEST CONCRETE HEADWALL OF AN 18-INCH CULVERT, AND ABOUT LEVEL
 FE0977'WITH THE TRACK.  A STANDARD DISK, STAMPED SS 12 1934.
 FE0977
 FE0977                          STATION RECOVERY (1983)
 FE0977
 FE0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0977'NOT RECOVERED.  APPEARS HEADWALL REPLACED WITH A 20 INCH PIPE CULVERT.
 FE0977
 FE0977                          STATION RECOVERY (2006)
 FE0977
 FE0977'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0977'THE PREVIOUS NGS REPORT IS ACCURATE, NO HEADWALLS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1143 ***********************************************************************
 FE1143  DESIGNATION -  SSS 12
 FE1143  PID         -  FE1143
 FE1143  STATE/COUNTY-  TN/FAYETTE
 FE1143  USGS QUAD   -  COLLIERVILLE (1965)
 FE1143
 FE1143                         *CURRENT SURVEY CONTROL
 FE1143  ___________________________________________________________________
 FE1143* NAD 83(1986)-  35 02 39.     (N)    089 37 46.     (W)     SCALED    
 FE1143* NAVD 88     -       107.084  (meters)     351.32   (feet)  ADJUSTED  
 FE1143  ___________________________________________________________________
 FE1143  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1143  DYNAMIC HT  -         106.984 (meters)     351.00  (feet)  COMP
 FE1143  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FE1143
 FE1143  VERT ORDER  -  FIRST     CLASS II
 FE1143
 FE1143.The horizontal coordinates were scaled from a topographic map and have
 FE1143.an estimated accuracy of +/- 6 seconds.
 FE1143
 FE1143.The orthometric height was determined by differential leveling
 FE1143.and adjusted by the National Geodetic Survey in June 1991..
 FE1143
 FE1143.The geoid height was determined by GEOID03.
 FE1143
 FE1143.The dynamic height is computed by dividing the NAVD 88
 FE1143.geopotential number by the normal gravity value computed on the
 FE1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1143.degrees latitude (g = 980.6199 gals.).
 FE1143
 FE1143.The modeled gravity was interpolated from observed gravity values.
 FE1143
 FE1143;                    North         East    Units  Estimated Accuracy
 FE1143;SPC TN       -    85,010.      268,920.      MT  (+/- 180 meters Scaled)
 FE1143
 FE1143                          SUPERSEDED SURVEY CONTROL
 FE1143
 FE1143  NGVD 29 (??/??/??)  107.040  (m)          351.18   (f) ADJUSTED    1 2
 FE1143
 FE1143.Superseded values are not recommended for survey control.
 FE1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1143.See file dsdata.txt to determine how the superseded data were derived.
 FE1143
 FE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD601811(NAD 83)
 FE1143_MARKER: DB = BENCH MARK DISK
 FE1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1143_SP_SET: CONCRETE BASE
 FE1143_STAMPING: SSS 12 1934
 FE1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1143
 FE1143  HISTORY     - Date     Condition        Report By
 FE1143  HISTORY     - 1934     MONUMENTED       CGS
 FE1143  HISTORY     - 1944     GOOD             CGS
 FE1143  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1143
 FE1143                          STATION DESCRIPTION
 FE1143
 FE1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1143'2.1 MI E FROM COLLIERVILLE.
 FE1143'IN FAYETTE COUNTY, 2.1 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE1143'FROM THE STATION AT COLLIERVILLE, SHELBY COUNTY, NEAR THE
 FE1143'LOCATION OF THE OLD PIPERTOWN SIDING, 200 FEET EAST OF A ROAD
 FE1143'CROSSING, 24 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE
 FE1143'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF AN ABANDONED
 FE1143'BLOCK SIGNAL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 FE1143'DISK, STAMPED SSS 12 1934.
 FE1143
 FE1143                          STATION RECOVERY (1965)
 FE1143
 FE1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0458 ***********************************************************************
 FE0458  DESIGNATION -  SSSS 12
 FE0458  PID         -  FE0458
 FE0458  STATE/COUNTY-  TN/HARDEMAN
 FE0458  USGS QUAD   -  MIDDLETON (1980)
 FE0458
 FE0458                         *CURRENT SURVEY CONTROL
 FE0458  ___________________________________________________________________
 FE0458* NAD 83(1986)-  35 03 55.     (N)    088 54 43.     (W)     SCALED    
 FE0458* NAVD 88     -       139.361  (meters)     457.22   (feet)  ADJUSTED  
 FE0458  ___________________________________________________________________
 FE0458  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0458  DYNAMIC HT  -         139.229 (meters)     456.79  (feet)  COMP
 FE0458  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FE0458
 FE0458  VERT ORDER  -  FIRST     CLASS II
 FE0458
 FE0458.The horizontal coordinates were scaled from a topographic map and have
 FE0458.an estimated accuracy of +/- 6 seconds.
 FE0458
 FE0458.The orthometric height was determined by differential leveling
 FE0458.and adjusted by the National Geodetic Survey in June 1991..
 FE0458
 FE0458.The geoid height was determined by GEOID03.
 FE0458
 FE0458.The dynamic height is computed by dividing the NAVD 88
 FE0458.geopotential number by the normal gravity value computed on the
 FE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0458.degrees latitude (g = 980.6199 gals.).
 FE0458
 FE0458.The modeled gravity was interpolated from observed gravity values.
 FE0458
 FE0458;                    North         East    Units  Estimated Accuracy
 FE0458;SPC TN       -    85,160.      334,410.      MT  (+/- 180 meters Scaled)
 FE0458
 FE0458                          SUPERSEDED SURVEY CONTROL
 FE0458
 FE0458  NGVD 29 (??/??/??)  139.328  (m)          457.11   (f) ADJUSTED    1 2
 FE0458
 FE0458.Superseded values are not recommended for survey control.
 FE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0458.See file dsdata.txt to determine how the superseded data were derived.
 FE0458
 FE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD256819(NAD 83)
 FE0458_MARKER: DB = BENCH MARK DISK
 FE0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0458_SP_SET: BRIDGE
 FE0458_STAMPING: SSS 12 1934
 FE0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0458
 FE0458  HISTORY     - Date     Condition        Report By
 FE0458  HISTORY     - 1934     MONUMENTED       CGS
 FE0458  HISTORY     - 1944     GOOD             CGS
 FE0458  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0458
 FE0458                          STATION DESCRIPTION
 FE0458
 FE0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0458'1.3 MI W FROM MIDDLETON.
 FE0458'1.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0458'MIDDLETON, HARDEMAN COUNTY, AT A ROAD CROSSING, 8.0 FEET SOUTH
 FE0458'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK,
 FE0458'AND SET HORIZONTALLY IN THE TOP OF THE NORTH END OF A CONCRETE
 FE0458'RETAINING WALL ON THE WEST SIDE OF THE ROAD.  A STANDARD DISK,
 FE0458'STAMPED SSS 12 1934.
 FE0458
 FE0458                          STATION RECOVERY (1983)
 FE0458
 FE0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0458'NOT RECOVERED.  APPEARS HEADWALL HAS BEEN REPLACED WITH A METAL PIPE
 FE0458'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1584 ***********************************************************************
 FD1584  DESIGNATION -  ST JOSEPH CHURCH SPIRE
 FD1584  PID         -  FD1584
 FD1584  STATE/COUNTY-  TN/LAWRENCE
 FD1584  USGS QUAD   -  ST JOSEPH (1976)
 FD1584
 FD1584                         *CURRENT SURVEY CONTROL
 FD1584  ___________________________________________________________________
 FD1584* NAD 83(1995)-  35 01 59.14975(N)    087 30 12.00369(W)     ADJUSTED  
 FD1584* NAVD 88     -                                                        
 FD1584  ___________________________________________________________________
 FD1584  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FD1584  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1584
 FD1584  HORZ ORDER  -  THIRD
 FD1584
 FD1584.The horizontal coordinates were established by classical geodetic methods
 FD1584.and adjusted by the National Geodetic Survey in April 1999..
 FD1584
 FD1584
 FD1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1584
 FD1584.The geoid height was determined by GEOID03.
 FD1584
 FD1584;                    North         East     Units Scale Factor Converg.
 FD1584;SPC TN       -    78,693.775   462,817.813   MT  1.00004536   -0 52 48.4
 FD1584;SPC TN       -   258,181.16  1,518,428.11   sFT  1.00004536   -0 52 48.4
 FD1584;UTM  16      - 3,876,829.190   454,088.206   MT  0.99962598   -0 17 20.2
 FD1584
 FD1584                          SUPERSEDED SURVEY CONTROL
 FD1584
 FD1584  NAD 83(1995)-  35 01 59.14975(N)    087 30 12.00369(W) AD(       ) 4
 FD1584  NAD 83(1995)-  35 01 59.14975(N)    087 30 12.00370(W) AD(       ) 4
 FD1584  NAD 83(1995)-  35 01 59.16123(N)    087 30 12.00829(W) AD(       ) 4
 FD1584  NAD 83(1986)-  35 01 59.16089(N)    087 30 12.00854(W) AD(       ) 4
 FD1584  NAD 27      -  35 01 58.87100(N)    087 30 11.92100(W) AD(       ) 3
 FD1584
 FD1584.Superseded values are not recommended for survey control.
 FD1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1584.See file dsdata.txt to determine how the superseded data were derived.
 FD1584
 FD1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5408876829(NAD 83)
 FD1584_MARKER: 90 = CHURCH SPIRE
 FD1584
 FD1584  HISTORY     - Date     Condition        Report By
 FD1584  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1584
 FD1584                          STATION DESCRIPTION
 FD1584
 FD1584'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1585 ***********************************************************************
 FD1585  DESIGNATION -  ST JOSEPH MUNICIPAL TANK
 FD1585  PID         -  FD1585
 FD1585  STATE/COUNTY-  TN/LAWRENCE
 FD1585  USGS QUAD   -  ST JOSEPH (1976)
 FD1585
 FD1585                         *CURRENT SURVEY CONTROL
 FD1585  ___________________________________________________________________
 FD1585* NAD 83(1995)-  35 02 18.64956(N)    087 30 26.44033(W)     ADJUSTED  
 FD1585* NAVD 88     -                                                        
 FD1585  ___________________________________________________________________
 FD1585  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD1585  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1585
 FD1585  HORZ ORDER  -  THIRD
 FD1585
 FD1585.The horizontal coordinates were established by classical geodetic methods
 FD1585.and adjusted by the National Geodetic Survey in April 1999..
 FD1585
 FD1585
 FD1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1585
 FD1585.The geoid height was determined by GEOID03.
 FD1585
 FD1585;                    North         East     Units Scale Factor Converg.
 FD1585;SPC TN       -    79,300.285   462,461.161   MT  1.00004405   -0 52 56.9
 FD1585;SPC TN       -   260,171.02  1,517,257.99   sFT  1.00004405   -0 52 56.9
 FD1585;UTM  16      - 3,877,431.735   453,725.467   MT  0.99962639   -0 17 28.6
 FD1585
 FD1585                          SUPERSEDED SURVEY CONTROL
 FD1585
 FD1585  NAD 83(1995)-  35 02 18.64869(N)    087 30 26.44331(W) AD(       ) 4
 FD1585  NAD 83(1995)-  35 02 18.64868(N)    087 30 26.44332(W) AD(       ) 4
 FD1585  NAD 83(1995)-  35 02 18.65915(N)    087 30 26.44717(W) AD(       ) 4
 FD1585  NAD 83(1986)-  35 02 18.66089(N)    087 30 26.44597(W) AD(       ) 4
 FD1585  NAD 27      -  35 02 18.35100(N)    087 30 26.35300(W) AD(       ) 3
 FD1585
 FD1585.Superseded values are not recommended for survey control.
 FD1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1585.See file dsdata.txt to determine how the superseded data were derived.
 FD1585
 FD1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5372577432(NAD 83)
 FD1585_MARKER: 53 = ELEVATED TANK
 FD1585
 FD1585  HISTORY     - Date     Condition        Report By
 FD1585  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1585
 FD1585                          STATION DESCRIPTION
 FD1585
 FD1585'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1585'THE STATION IS LOCATED ABOUT 0.2 MILE NORTH OF ST JOSEPH.
 FD1585'
 FD1585'TO REACH THE STATION FROM THE POST OFFICE IN ST JOSEPH, GO 0.2 MILE
 FD1585'NORTH ON MAIN STREET TO A
 FD1585'GRAVELED DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.1
 FD1585'MILE WEST ON THE GRAVELED DRIVEWAY
 FD1585'TO THE STATION ON THE LEFT.
 FD1585'IT IS LOCATED ON ST JOSEPH CITY PROPERTY. IT IS A 4
 FD1585'LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK LETTERING ST
 FD1585'JOSEPH, TENNESSEE
 FD1585'PAINTED ON THE SIDE OF THE TANK.  THE HEIGHT IS
 FD1585'ABOUT 125 FEET.  THE POINT
 FD1585'INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1512 ***********************************************************************
 FE1512  DESIGNATION -  STA M
 FE1512  PID         -  FE1512
 FE1512  STATE/COUNTY-  TN/SHELBY
 FE1512  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1512
 FE1512                         *CURRENT SURVEY CONTROL
 FE1512  ___________________________________________________________________
 FE1512* NAD 83(1986)-  35 01 59.     (N)    089 58 39.     (W)     SCALED    
 FE1512* NAVD 88     -       100.041  (meters)     328.22   (feet)  ADJUSTED  
 FE1512  ___________________________________________________________________
 FE1512  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1512  DYNAMIC HT  -          99.948 (meters)     327.91  (feet)  COMP
 FE1512  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FE1512
 FE1512  VERT ORDER  -  THIRD
 FE1512
 FE1512.This mark is at Memphis Intl Airport (MEM)
 FE1512
 FE1512.The horizontal coordinates were scaled from a topographic map and have
 FE1512.an estimated accuracy of +/- 6 seconds.
 FE1512
 FE1512.The orthometric height was determined by differential leveling
 FE1512.and adjusted by the National Geodetic Survey in June 1991..
 FE1512
 FE1512.The geoid height was determined by GEOID03.
 FE1512
 FE1512.The dynamic height is computed by dividing the NAVD 88
 FE1512.geopotential number by the normal gravity value computed on the
 FE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1512.degrees latitude (g = 980.6199 gals.).
 FE1512
 FE1512.The modeled gravity was interpolated from observed gravity values.
 FE1512
 FE1512;                    North         East    Units  Estimated Accuracy
 FE1512;SPC TN       -    85,010.      237,130.      MT  (+/- 180 meters Scaled)
 FE1512
 FE1512                          SUPERSEDED SURVEY CONTROL
 FE1512
 FE1512  NGVD 29 (??/??/??)  100.007  (m)          328.11   (f) ADJUSTED    3 0
 FE1512
 FE1512.Superseded values are not recommended for survey control.
 FE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1512.See file dsdata.txt to determine how the superseded data were derived.
 FE1512
 FE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD283807(NAD 83)
 FE1512_MARKER: DT = TOPOGRAPHIC STATION DISK
 FE1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1512_STAMPING: STA M 1971
 FE1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1512+STABILITY: SURFACE MOTION
 FE1512
 FE1512  HISTORY     - Date     Condition        Report By
 FE1512  HISTORY     - 1971     MONUMENTED       NGS
 FE1512  HISTORY     - 1973     GOOD             NGS
 FE1512  HISTORY     - 1975     POOR             NGS
 FE1512
 FE1512                          STATION DESCRIPTION
 FE1512
 FE1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1512'AT MEMPHIS.
 FE1512'LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT, 1.2 MILE SOUTH OF
 FE1512'THE FIRE STATION, AT THE SOUTH EDGE OF THE NORTH-SOUTH RUNWAY
 FE1512'17-35 75 FEET WEST OF THE WEST EDGE OF THE RUNWAY AND 73 FEET
 FE1512'NORTH OF THE NORTH EDGE OF THE TAXIWAY BETWEEN THE OLD AND THE
 FE1512'NEW HIGHWAY.  IT IS A TOPO DISK STAMPED STA M 1971 SET IN THE
 FE1512'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1512
 FE1512                          STATION RECOVERY (1975)
 FE1512
 FE1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE1512'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2402 ***********************************************************************
 GB2402  DESIGNATION -  STANDING STONE
 GB2402  PID         -  GB2402
 GB2402  STATE/COUNTY-  TN/OVERTON
 GB2402  USGS QUAD   -  HILHAM (1986)
 GB2402
 GB2402                         *CURRENT SURVEY CONTROL
 GB2402  ___________________________________________________________________
 GB2402* NAD 83(1995)-  36 26 40.95780(N)    085 26 46.33914(W)     ADJUSTED  
 GB2402* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 GB2402  ___________________________________________________________________
 GB2402  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GB2402  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB2402
 GB2402  HORZ ORDER  -  SECOND
 GB2402
 GB2402.The horizontal coordinates were established by classical geodetic methods
 GB2402.and adjusted by the National Geodetic Survey in April 1999..
 GB2402
 GB2402.The orthometric height was scaled from a topographic map.
 GB2402
 GB2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2402
 GB2402.The geoid height was determined by GEOID03.
 GB2402
 GB2402;                    North         East     Units Scale Factor Converg.
 GB2402;SPC TN       -   234,401.096   649,650.314   MT  1.00000509   +0 19 27.2
 GB2402;SPC TN       -   769,030.93  2,131,394.41   sFT  1.00000509   +0 19 27.2
 GB2402;UTM  16      - 4,034,397.027   639,254.427   MT  0.99983892   +0 55 23.4
 GB2402
 GB2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2402!SPC TN       -   0.99993337  x   1.00000509  =   0.99993846
 GB2402!UTM  16      -   0.99993337  x   0.99983892  =   0.99977230
 GB2402
 GB2402|---------------------------------------------------------------------|
 GB2402| PID    Reference Object                     Distance      Geod. Az  |
 GB2402|                                                           dddmmss.s |
 GB2402| CG7551 STANDING STONE RM 1                  32.370 METERS 00110     |
 GB2402| CG7550 STANDING STONE AZ MK                               0245843.9 |
 GB2402| CG7552 STANDING STONE RM 2                  20.171 METERS 12402     |
 GB2402| GB2401 STANDING STONE LOOKOUT TOWER         11.089 METERS 35241     |
 GB2402|---------------------------------------------------------------------|
 GB2402
 GB2402                          SUPERSEDED SURVEY CONTROL
 GB2402
 GB2402  NAD 83(1995)-  36 26 40.95891(N)    085 26 46.34013(W) AD(       ) 2
 GB2402  NAD 83(1995)-  36 26 40.96638(N)    085 26 46.34305(W) AD(       ) 2
 GB2402  NAD 83(1986)-  36 26 40.96885(N)    085 26 46.34329(W) AD(       ) 2
 GB2402  NAD 27      -  36 26 40.74900(N)    085 26 46.46000(W) AD(       ) 2
 GB2402
 GB2402.Superseded values are not recommended for survey control.
 GB2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2402.See file dsdata.txt to determine how the superseded data were derived.
 GB2402
 GB2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3925434397(NAD 83)
 GB2402_MARKER: DS = TRIANGULATION STATION DISK
 GB2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2402
 GB2402  HISTORY     - Date     Condition        Report By
 GB2402  HISTORY     - 1949     MONUMENTED       CGS
 GB2402  HISTORY     - 1966     GOOD             CGS
 GB2402
 GB2402                          STATION DESCRIPTION
 GB2402
 GB2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2402'STATION IS LOCATED ABOUT 7-1/2 MILES NW OF LIVINGSTON AND 2 MILES
 GB2402'NORTH OF HILHAM ON PROPERTY OWNED BY THE STATE.  IT IS 36.38 FEET
 GB2402'SOUTH OF THE CENTER OF THE BASE OF THE STANDING STONE LOOKOUT TOWER,
 GB2402'30 FEET SOUTHEAST OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 25 FEET
 GB2402'SOUTH OF THE SOUTHEAST LEG OF LOOKOUT TOWER AND 6 FEET SOUTHEAST OF A
 GB2402'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB2402'STANDING STONE 1949.
 GB2402'
 GB2402'REFERENCE MARK NO. 1 IS 61 FEET NORTHEAST OF THE NORTHWEST LEG OF THE
 GB2402'LOOKOUT TOWER, 61 FEET NORTH OF THE NORTHEAST LEG OF THE LOOKOUT
 GB2402'TOWER AND 6 FEET SOUTHEAST OF A 18 INCH OAK TREE.  THE MARK PROJECTS
 GB2402'ABOUT 8 INCHES AND THE DISK IS STAMPED STANDING STONE NO 1
 GB2402'1949.
 GB2402'
 GB2402'REFERENCE MARK NO. 2 IS 79 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 GB2402'LOOKOUT TOWER AND 19 FEET NORTHEAST OF A 18 INCH OAK TREE.  THE
 GB2402'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED STANDING STONE
 GB2402'NO 2 1949.
 GB2402'
 GB2402'AZIMUTH MARK IS 350 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 8 FEET
 GB2402'WEST OF THE CENTER OF A DIRT LANE AND 3 FEET SOUTH OF A WHITE
 GB2402'WITNESS POST.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 GB2402'STANDING STONE 1949.
 GB2402'
 GB2402'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2402'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 10.15 MILES TO
 GB2402'A GRAVEL T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO SOUTHWEST FOR
 GB2402'1.95 MILES TO A FORK IN ROAD, TURN LEFT AND CROSS BRIDGE AND
 GB2402'CONTINUE SOUTHWESTERLY FOR 1.7 MILES TO A FORK IN ROAD, TAKE RIGHT
 GB2402'FORK AND CONTINUE SOUTHWESTERLY FOR 0.3 MILE TO A DIM ROAD LEFT AND
 GB2402'THE AZIMUTH MARK AS DESCRIBED, THENCE CONTINUE SOUTHWESTERLY FOR 0.5
 GB2402'MILE TO A T- ROAD RIGHT, TURN RIGHT AND GO SOUTHWESTERLY FOR 0.2
 GB2402'MILE TO A T-ROAD LEFT, TURN LEFT AND GO SOUTHWESTERLY FOR 1 MILE TO
 GB2402'THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2402'
 GB2402'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2402
 GB2402                          STATION RECOVERY (1966)
 GB2402
 GB2402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2402'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 GB2402'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 GB2402'WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2401 ***********************************************************************
 GB2401  DESIGNATION -  STANDING STONE LOOKOUT TOWER
 GB2401  PID         -  GB2401
 GB2401  STATE/COUNTY-  TN/OVERTON
 GB2401  USGS QUAD   -  HILHAM (1986)
 GB2401
 GB2401                         *CURRENT SURVEY CONTROL
 GB2401  ___________________________________________________________________
 GB2401* NAD 83(1995)-  36 26 41.31460(N)    085 26 46.39589(W)     ADJUSTED  
 GB2401* NAVD 88     -                                                        
 GB2401  ___________________________________________________________________
 GB2401  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GB2401  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB2401
 GB2401  HORZ ORDER  -  THIRD
 GB2401
 GB2401.The horizontal coordinates were established by classical geodetic methods
 GB2401.and adjusted by the National Geodetic Survey in April 1999..
 GB2401
 GB2401
 GB2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2401
 GB2401.The geoid height was determined by GEOID03.
 GB2401
 GB2401;                    North         East     Units Scale Factor Converg.
 GB2401;SPC TN       -   234,412.086   649,648.838   MT  1.00000511   +0 19 27.1
 GB2401;SPC TN       -   769,066.99  2,131,389.56   sFT  1.00000511   +0 19 27.1
 GB2401;UTM  16      - 4,034,407.999   639,252.836   MT  0.99983892   +0 55 23.4
 GB2401
 GB2401                          SUPERSEDED SURVEY CONTROL
 GB2401
 GB2401  NAD 83(1995)-  36 26 41.31571(N)    085 26 46.39688(W) AD(       ) 4
 GB2401  NAD 83(1995)-  36 26 41.32319(N)    085 26 46.39980(W) AD(       ) 4
 GB2401  NAD 83(1986)-  36 26 41.32580(N)    085 26 46.39852(W) AD(       ) 4
 GB2401  NAD 27      -  36 26 41.10600(N)    085 26 46.51700(W) AD(       ) 3
 GB2401
 GB2401.Superseded values are not recommended for survey control.
 GB2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2401.See file dsdata.txt to determine how the superseded data were derived.
 GB2401
 GB2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3925334408(NAD 83)
 GB2401_MARKER: 57 = LOOKOUT TOWER
 GB2401
 GB2401  HISTORY     - Date     Condition        Report By
 GB2401  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2401  HISTORY     - 1966     GOOD             CGS
 GB2401
 GB2401                          STATION DESCRIPTION
 GB2401
 GB2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2401'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF LIVINGSTON AND 2
 GB2401'MILES NORTH OF HILHAM ON PROPERTY OWNED BY THE STATE.  THE
 GB2401'STATION IS A 4-LEGGED STEEL STRUCTURE 100 FEET HIGH WITH AN
 GB2401'OBSERVATION ROOM ATOP PAINTED GRAY.  A TRAVERSE CONNECTION WAS MADE
 GB2401'FROM TRIANGULATION STATION STANDING STONE AND THE DISTANCE WAS FOUND
 GB2401'TO BE 11.088 METERS (36.38 FEET).
 GB2401'
 GB2401'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2401'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 10.15
 GB2401'MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO
 GB2401'SOUTHWEST FOR 1.95 MILES TO A FORK IN ROAD, TURN LEFT AND CROSS
 GB2401'BRIDGE AND CONTINUE SOUTHWESTERLY FOR 1.7 MILES TO A FORK IN ROAD,
 GB2401'TAKE RIGHT FORK AND CONTINUE SOUTHWESTERLY FOR 0.8 MILE TO
 GB2401'A T-ROAD RIGHT, TURN RIGHT AND GO SOUTHWESTERLY FOR 0.2 MILE TO A
 GB2401'T-ROAD LEFT, TURN LEFT AND GO SOUTHWESTERLY FOR 1 MILE TO THE TOP
 GB2401'OF HILL AND THE STATION AS DESCRIBED.
 GB2401
 GB2401                          STATION RECOVERY (1966)
 GB2401
 GB2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2401'THE STATION WAS RECOVERED AS DESCRIBED.  THE 1949 DESCRIPTION IS
 GB2401'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2511 ***********************************************************************
 GB2511  DESIGNATION -  STANLEY
 GB2511  PID         -  GB2511
 GB2511  STATE/COUNTY-  TN/SCOTT
 GB2511  USGS QUAD   -  WINFIELD (1982)
 GB2511
 GB2511                         *CURRENT SURVEY CONTROL
 GB2511  ___________________________________________________________________
 GB2511* NAD 83(1995)-  36 30 37.73349(N)    084 25 55.77786(W)     ADJUSTED  
 GB2511* NAVD 88     -       709.5    (meters)    2328.     (feet)  VERTCON   
 GB2511  ___________________________________________________________________
 GB2511  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 GB2511  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB2511
 GB2511  HORZ ORDER  -  FIRST
 GB2511
 GB2511.The horizontal coordinates were established by classical geodetic methods
 GB2511.and adjusted by the National Geodetic Survey in April 1999..
 GB2511
 GB2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2511
 GB2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2511
 GB2511.The geoid height was determined by GEOID03.
 GB2511
 GB2511;                    North         East     Units Scale Factor Converg.
 GB2511;SPC TN       -   242,684.136   740,442.049   MT  1.00001798   +0 55 04.4
 GB2511;SPC TN       -   796,206.20  2,429,266.96   sFT  1.00001798   +0 55 04.4
 GB2511;SPC KY1Z     - 1,020,495.649 1,618,068.834   MT  1.00018622   +0 48 32.8
 GB2511;SPC KY1Z     - 3,348,076.14  5,308,614.17   sFT  1.00018622   +0 48 32.8
 GB2511;SPC KY S     -   520,482.353   618,052.603   MT  1.00004792   +0 47 57.2
 GB2511;SPC KY S     - 1,707,615.85  2,027,727.58   sFT  1.00004792   +0 47 57.2
 GB2511;UTM  16      - 4,043,637.790   729,955.224   MT  1.00025154   +1 31 42.4
 GB2511
 GB2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2511!SPC TN       -   0.99989322  x   1.00001798  =   0.99991120
 GB2511!SPC KY1Z     -   0.99989322  x   1.00018622  =   1.00007942
 GB2511!SPC KY S     -   0.99989322  x   1.00004792  =   0.99994113
 GB2511!UTM  16      -   0.99989322  x   1.00025154  =   1.00014473
 GB2511
 GB2511|---------------------------------------------------------------------|
 GB2511| PID    Reference Object                     Distance      Geod. Az  |
 GB2511|                                                           dddmmss.s |
 GB2511| DC2484 STANLEY RM 2                         16.405 METERS 09521     |
 GB2511| GB2582 ROUND KNOB RESET                    APPROX.25.4 KM 1871403.9 |
 GB2511| DC2482 STANLEY AZ MK                                      2281228.3 |
 GB2511| DC2483 STANLEY RM 1                         19.212 METERS 35348     |
 GB2511|---------------------------------------------------------------------|
 GB2511
 GB2511                          SUPERSEDED SURVEY CONTROL
 GB2511
 GB2511  NAD 83(1995)-  36 30 37.73409(N)    084 25 55.77800(W) AD(       ) 1
 GB2511  NAD 83(1995)-  36 30 37.74236(N)    084 25 55.78108(W) AD(       ) 1
 GB2511  NAD 83(1986)-  36 30 37.74307(N)    084 25 55.77971(W) AD(       ) 1
 GB2511  NAD 27      -  36 30 37.45433(N)    084 25 56.00592(W) AD(       ) 1
 GB2511  NGVD 29 (07/19/86)  709.6    (m)         2328.     (f) VERT ANG       
 GB2511
 GB2511.Superseded values are not recommended for survey control.
 GB2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2511.See file dsdata.txt to determine how the superseded data were derived.
 GB2511
 GB2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2995543638(NAD 83)
 GB2511_MARKER: DS = TRIANGULATION STATION DISK
 GB2511_SETTING: 80 = SET IN A BOULDER
 GB2511_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2511
 GB2511  HISTORY     - Date     Condition        Report By
 GB2511  HISTORY     - 1935     MONUMENTED       CGS
 GB2511  HISTORY     - 1950     GOOD             CGS
 GB2511  HISTORY     - 1966     GOOD             TNHD
 GB2511
 GB2511                          STATION DESCRIPTION
 GB2511
 GB2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2511'THE STATION IS NEAR THE NW END OF AN E-W FLAT TOP KNOB ON WHAT IS
 GB2511'LOCALLY KNOWN AS
 GB2511'STANLEY MOUNTAIN, ABOUT 4 MILES ENE OF ONEIDA, ON
 GB2511'THE PROPERTY OF MR.  S.  L.
 GB2511'STANLEY, WHO LIVES ABOUT 3/8 MILE SW OF
 GB2511'THE STATION.
 GB2511'
 GB2511'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GB2511'BOULDER.
 GB2511'
 GB2511'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK N OF THE STATION, ON
 GB2511'DOWN HILL SLOPE,
 GB2511'15 FEET NE OF A 10-INCH POPLAR TREE, IN A 4 MINUS BY
 GB2511'12-INCH BURIED ROCK, WHICH PROJECTS
 GB2511'ABOUT 2 INCHES.
 GB2511'
 GB2511'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK ESE OF THE STATION IN
 GB2511'SLIGHT SWAG IN THE
 GB2511'TOP OF THE KNOB, 7 FEET W OF AN 8-INCH HICKORY
 GB2511'TREE, IN A 4- BY 10- INCH ROCK WHICH
 GB2511'PROJECTS ABOUT 1 INCH.
 GB2511'
 GB2511'AZIMUTH MARK IS A STANDARD BRONZE DISK SW OF THE STATION ON DOWN HILL
 GB2511'SLOPE, IN AN
 GB2511'IRREGULAR SHAPED ROCK 8- BY 12- INCHES AND PROJECTING
 GB2511'ABOUT 2 INCHES.
 GB2511'
 GB2511'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTHERN DEPOT
 GB2511'IN ONEIDA, GO N,
 GB2511'ALONG TRACKS FOR ABOUT 150 FEET TO T-ROAD E.
 GB2511'(PERPENDICULAR TO THE RAILROAD
 GB2511'TRACKS).  TURN RIGHT BETWEEN BUILDINGS
 GB2511'AND FOLLOW MAIN ROAD E AND THEN N FOR 3.2 MILES
 GB2511'TO CROSSROADS.  TURN
 GB2511'LEFT FOR 0.6 MILE TO Y.  TAKE RIGHT FORK FOR ABOUT 0.3 MILE TO
 GB2511'FOOT OF MOUNTAIN
 GB2511'AND END OF TRUCK TRAVEL.  FOLLOW BADLY-WASHED WAGON ROAD
 GB2511'UP MOUNTAIN AND ALONG TOP OF
 GB2511'RIDGE FOR ABOUT 1-3/4 MILES TO MR.
 GB2511'STANLEYS HOUSE ON LEFT.  CONTINUE ON OLD WAGON
 GB2511'ROAD FOR ABOUT 300
 GB2511'YARDS TO POINT WHERE ROAD TURNS AROUND THE RIGHT SIDE OF KNOB.
 GB2511'HERE LEAVE WAGON
 GB2511'ROAD AND FOLLOW DIVIDE STRAIGHT UP HILL TO THE TOP OF THE
 GB2511'KNOB AND STATION.  THE STATION
 GB2511'MARK IS 10 FEET N OF A 10-INCH HICKORY
 GB2511'TREE, WITH A TRIANGULAR BLAZE, IN AN IRREGULAR
 GB2511'SHAPED ROCK WHICH IS
 GB2511'ABOUT 2 INCHES BELOW THE SURFACE.
 GB2511'
 GB2511'A 50-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 GB2511
 GB2511                          STATION RECOVERY (1950)
 GB2511
 GB2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2511'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2511'GOOD CONDITION.
 GB2511'DIRECTION TO THE AZIMUTH MARK WAS NOT TAKEN DUE TO
 GB2511'EXTENSIVE CLEARING NEEDED.
 GB2511'DISTANCE AND DIRECTION TO REFERENCE MARKS
 GB2511'NO.1 AND NO.2 WERE CHECKED AS NOTED BELOW.  A
 GB2511'NEW DESCRIPTION
 GB2511'FOLLOWS-
 GB2511'
 GB2511'STATION IS LOCATED ABOUT 4 MILES EAST OF ONEIDA ON TOP OF WHAT IS
 GB2511'LOCALLY KNOWN AS STANLEY
 GB2511'MOUNTAIN.  IT IS 16 FEET SOUTHEAST OF A TRIANGLE BLAZED
 GB2511'POPLAR TREE, 12 FEET NORTH OF
 GB2511'A TRIANGLE BLAZED HICKORY TREE, 11 FEET
 GB2511'NORTHWEST OF ANOTHER TRIANGLE BLAZED HICKORY
 GB2511'TREE AND 6 FEET NORTH OF
 GB2511'A WHITE WITNESS POST.  THE MARK IS A BOULDER WHICH IS ABOUT 2
 GB2511'INCHES BELOW THE
 GB2511'SURFACE OF THE GROUND AND THE DISK IS STAMPED STANLEY 1935.
 GB2511'
 GB2511'REFERENCE MARK NO. 1 IS 63.00 FEET NORTH OF STATION AND 3 FEET EAST
 GB2511'OF A SMALL TWIN HICKORY
 GB2511'TREE.  THE MARK IS A 4 BY 10 INCH BOULDER WHICH PROJECTS
 GB2511'ABOUT 2 INCHES AND THE DISK IS
 GB2511'STAMPED STANLEY NO 1 1935.
 GB2511'
 GB2511'REFERENCE MARK NO.2 IS 53.78 FEET EAST OF STATION AND 42 FEET EAST OF
 GB2511'A TRIANGLE BLAZED
 GB2511'HICKORY TREE.  THE MARK IS A 4 BY 10 INCH BOULDER
 GB2511'WHICH PROJECTS ABOUT 2 INCHES AND
 GB2511'THE DISK IS STAMPED STANLEY NO 2 1935.
 GB2511'
 GB2511'AZIMUTH MARK IS APPROXIMATELY 90 YARDS SOUTHWEST OF STATION, 22 FEET
 GB2511'NORTH OF A TRIANGLE BLAZED
 GB2511'TWIN OAK TREE, 18 FEET EAST OF A TRIANGLE BLAZED OAK
 GB2511'TREE AND 8 FEET NORTHWEST OF
 GB2511'ANOTHER TRIANGLE BLAZED OAK TREE.  THE
 GB2511'MARK IS AN 8 BY 10 INCHES BOULDER WHICH
 GB2511'PROJECTS ABOUT 2 INCHES ON
 GB2511'ONE END AND THE DISK IS STAMPED STANLEY 1935.
 GB2511'
 GB2511'TO REACH STATION FROM THE SOUTHERN RAILROAD DEPOT IN ONEIDA, GO SOUTH
 GB2511'ACROSS RAILROAD TRACKS ON
 GB2511'MAIN ROAD, PASSING BETWEEN A LARGE BUILDING ON
 GB2511'LEFT AND A SMALL BUILDING ON RIGHT,
 GB2511'FOR 0.5 MILE TO A ROAD FORK, TURN
 GB2511'LEFT AND GO 0.2 MILE TO A T ROAD LEFT, TURN LEFT AND
 GB2511'GO 0.5 MILE TO
 GB2511'ANOTHER ROAD FORK, TURN LEFT AND GO 2.0 MILES TO A CROSSROADS AND
 GB2511'SMALL STORE ON
 GB2511'LEFT, TURN LEFT AND GO 0.6 MILE TO A ROAD FORK, TURN
 GB2511'RIGHT AND GO 0.4 MILE TO A T ROAD
 GB2511'INTERSECTION, TURN LEFT ON MAIN
 GB2511'TRACK ROAD AND GO ABOUT 0.05 MILE TO A DIM ROAD
 GB2511'RIGHT, UPHILL, TURN
 GB2511'RIGHT UPHILL AND FOLLOW MAIN TRACK ROAD FOR 0.3 MILE TO A ROAD
 GB2511'FORK, TURN RIGHT
 GB2511'AND GO 1.0 MILE TO ANOTHER ROAD FORK, TURN RIGHT ON MAIN
 GB2511'TRACK ROAD AND GO 0.1 MILE TO
 GB2511'ANOTHER ROAD FORK, TURN LEFT ON MAIN
 GB2511'ROAD AND GO 0.35 MILE TO TWO TRIANGLE BLAZED
 GB2511'TREES, ONE ON EITHER
 GB2511'SIDE OF ROAD, TURN LEFT, UPHILL, AND GO 0.15 MILE TO TOP OF
 GB2511'HILL AND STATION
 GB2511'NEAR TRIANGLE BLAZED TREES AS DESCRIBED.
 GB2511'
 GB2511'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS
 GB2511
 GB2511                          STATION RECOVERY (1966)
 GB2511
 GB2511'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2511'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 GB2511'DISCREPANCY WAS NOTED IN
 GB2511'THE DIRECTION TO THE AZIMUTH MARK.  DUE TO MINOR CHANGES IN
 GB2511'THE LOCAL ROADS, A NEW AND
 GB2511'COMPLETE DESCRIPTION FOLLOWS.
 GB2511'
 GB2511'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF ONEIDA, ON WHAT IS
 GB2511'LOCALLY KNOWN AS STANLEY MOUNTAIN.
 GB2511'
 GB2511'TO REACH THE STATION FROM THE SOUTHERN RAILROAD DEPOT IN ONEIDA, GO
 GB2511'SOUTHERLY AND EASTERLY ON
 GB2511'SOUTH MAIN STREET FOR 0.4 MILE TO A THREE-WAY FORK AT
 GB2511'A RAILROAD CROSSING.  TAKE LEFT
 GB2511'FORK AND GO EASTERLY ON THE PAVED
 GB2511'ROAD FOR 0.15 MILE TO AN S CURVE, TURN RIGHT,
 GB2511'THEN LEFT AND
 GB2511'CONTINUE EASTERLY FOR 2.5 MILES ON THE PAVED ROAD TO MORGAN S
 GB2511'GROCERY ON THE
 GB2511'LEFT AT A GRAVELED CROSSROAD.  TURN LEFT, NORTH,AND GO 0.7
 GB2511'MILE ON THE GRAVELED ROAD
 GB2511'TO A DIRT ROAD ON THE RIGHT AT A WHITE
 GB2511'FRAME HOUSE.  TURN RIGHT, EAST, AND GO 0.4
 GB2511'MILE ON THE DIRT ROAD TO A
 GB2511'FORK, TAKE LEFT FORK AND GO 0.05 MILE TO A FORK, TAKE RIGHT
 GB2511'FORK AND CONTINUE
 GB2511'ON MAIN WOODS ROAD FOR 2.2 MILES TO A DIM WOODS ROAD ON THE
 GB2511'LEFT.  TURN LEFT, EAST, AND
 GB2511'GO 0.05 MILE ON THE DIM WOODS ROAD TO A
 GB2511'DIM WOODS ROAD RIGHT, TURN RIGHT, AND GO 0.05
 GB2511'MILE ON THE DIM WOODS
 GB2511'ROAD TO THE TOP OF THE HILL AND THE STATION.
 GB2511'
 GB2511'THE STATION IS 30 FEET EAST OF A 12-INCH HICKORY TREE WITH A TRIANGLE
 GB2511'BLAZE, 11 FEET NORTH OF A
 GB2511'WITNESS SIGN ATTACHED TO AN 18-INCH HICKORY TREE WITH
 GB2511'A TRIANGLE BLAZE AND 10 FEET WEST
 GB2511'OF AN 8-INCH HICKORY TREE WITH A
 GB2511'TRIANGLE BLAZE.  THE MARK IS A STANDARD U.S.C.  AND G.S.
 GB2511'TRIANGULATION STATION DISK CEMENTED FLUSH IN A DRILL HOLE IN A BURIED
 GB2511'BOULDER AND THE
 GB2511'DISK IS STAMPED STANLEY 1935.
 GB2511'
 GB2511'REFERENCE MARK NO. 1 IS 12 FEET SOUTHWEST OF A 24-INCH, TWIN-TRUNKED
 GB2511'HICKORY TREE, 7 FEET
 GB2511'NORTHWEST OF A 12-INCH OAK TREE AND 3 FEET EAST OF A
 GB2511'TWIN-TRUNKED HICKORY TREE.  THE
 GB2511'MARK IS A STANDARD U.S.C.  AND G.S.
 GB2511'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE
 GB2511'IN A BURIED
 GB2511'BOULDER WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED STANLEY
 GB2511'REFERENCE MARK NO.
 GB2511'2 IS 12 FEET NORTHWEST OF A 14-INCH TWIN-TRUNKED HICKORY
 GB2511'TREE AND 7 FEET SOUTH OF A 14-INCH
 GB2511'HICKORY TREE.  THE MARK IS A
 GB2511'STANDARD U.S.C.  AND G.S.  REFERENCE MARK DISK
 GB2511'CEMENTED FLUSH IN A
 GB2511'DRILL HOLE IN A BURIED BOULDER THAT PROJECTS ABOUT 2 INCHES AND
 GB2511'THE DISK IS
 GB2511'STAMPED STANLEY NO 2 1935.
 GB2511'
 GB2511'THE AZIMUTH MARK IS ABOUT 78 YARDS SOUTHWEST OF THE STATION, 22 FEET
 GB2511'NORTH OF A 36-INCH,
 GB2511'TWIN-TRUNKED OAK TREE WITH A TRANGLE BLAZE, 8 FEET EAST OF
 GB2511'AN 18-INCH OAK TREE WITH A
 GB2511'TRIANGLE BLAZE AND 8 FEET NORTHWEST OF A
 GB2511'12-INCH OAK TREE WITH A TRIANGLE BLAZE.  THE
 GB2511'MARK IS A STANDARD
 GB2511'U.S.C.  AND G.S.  AZIMUTH MARK DISK CEMENTED FLUSH IN A DRILL
 GB2511'HOLE IN A BURIED
 GB2511'BOULDER WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GB2511'STAMPED STANLEY 1935.
 GB2511'
 GB2511'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2511'
 GB2511'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2518 ***********************************************************************
 FE2518  DESIGNATION -  STANTON
 FE2518  PID         -  FE2518
 FE2518  STATE/COUNTY-  TN/HAYWOOD
 FE2518  USGS QUAD   -  STANTON (1983)
 FE2518
 FE2518                         *CURRENT SURVEY CONTROL
 FE2518  ___________________________________________________________________
 FE2518* NAD 83(1995)-  35 28 12.87183(N)    089 24 44.53021(W)     ADJUSTED  
 FE2518* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 FE2518  ___________________________________________________________________
 FE2518  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FE2518  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2518
 FE2518  HORZ ORDER  -  SECOND
 FE2518
 FE2518.The horizontal coordinates were established by classical geodetic methods
 FE2518.and adjusted by the National Geodetic Survey in April 1999..
 FE2518
 FE2518.The orthometric height was scaled from a topographic map.
 FE2518
 FE2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2518
 FE2518.The geoid height was determined by GEOID03.
 FE2518
 FE2518;                    North         East     Units Scale Factor Converg.
 FE2518;SPC TN       -   131,538.113   290,356.170   MT  0.99996844   -1 59 51.9
 FE2518;SPC TN       -   431,554.63    952,610.20   sFT  0.99996844   -1 59 51.9
 FE2518;UTM  16      - 3,927,868.015   281,112.772   MT  1.00019047   -1 24 01.5
 FE2518
 FE2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2518!SPC TN       -   0.99998754  x   0.99996844  =   0.99995598
 FE2518!UTM  16      -   0.99998754  x   1.00019047  =   1.00017800
 FE2518
 FE2518:                Primary Azimuth Mark                     Grid Az
 FE2518:SPC TN       -  LEBANON                                  020 02 16.7
 FE2518:UTM  16      -  LEBANON                                  019 26 26.3
 FE2518
 FE2518|---------------------------------------------------------------------|
 FE2518| PID    Reference Object                     Distance      Geod. Az  |
 FE2518|                                                           dddmmss.s |
 FE2518| FE2439 LEBANON                             APPROX.15.8 KM 0180224.8 |
 FE2518| CG4323 STANTON RM 3                         21.739 METERS 03102     |
 FE2518| FE2517 STANTON MUNICIPAL TANK              APPROX. 1.3 KM 1261525.5 |
 FE2518| CG4324 STANTON RM 4                         21.665 METERS 13027     |
 FE2518| CG4321 STANTON RM 1                         24.042 METERS 17350     |
 FE2518| CG4322 STANTON RM 2                         21.138 METERS 26136     |
 FE2518| CG4320 STANTON AZ MK                                      3061033.6 |
 FE2518|---------------------------------------------------------------------|
 FE2518
 FE2518                          SUPERSEDED SURVEY CONTROL
 FE2518
 FE2518  NAD 83(1995)-  35 28 12.87757(N)    089 24 44.53189(W) AD(       ) 2
 FE2518  NAD 83(1986)-  35 28 12.88361(N)    089 24 44.53078(W) AD(       ) 2
 FE2518  NAD 27      -  35 28 12.59050(N)    089 24 44.26950(W) AD(       ) 2
 FE2518
 FE2518.Superseded values are not recommended for survey control.
 FE2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2518.See file dsdata.txt to determine how the superseded data were derived.
 FE2518
 FE2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8111327868(NAD 83)
 FE2518_MARKER: DS = TRIANGULATION STATION DISK
 FE2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2518
 FE2518  HISTORY     - Date     Condition        Report By
 FE2518  HISTORY     - 1958     MONUMENTED       CGS
 FE2518  HISTORY     - 1958     GOOD             CGS
 FE2518  HISTORY     - 1960     MARK NOT FOUND   USGS
 FE2518  HISTORY     - 1964     SEE DESCRIPTION  USGS
 FE2518  HISTORY     - 1968     GOOD             CGS
 FE2518
 FE2518                          STATION DESCRIPTION
 FE2518
 FE2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2518'THE STATION IS ABOUT 0.6 MILE NORTHWEST OF STANTON, ON THE NORTH SIDE
 FE2518'OF A PAVED ROAD AND IS ON THE PROPERTY OF MR. J.  R. ACUFF.  IT IS
 FE2518'30 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 10 FEET NORTH OF
 FE2518'A WHITE WITNESS POST, 29 FEET SOUTHWEST OF THE SOUTHWEST BANK OF
 FE2518'A DRY WASH AND 81 FEET NORTH OF A POWER LINE POLE THAT IS ACROSS THE
 FE2518'ROAD.  THE MONUMENT IS 10 INCHES BELOW THE GROUND SURFACE AND
 FE2518'THE DISK IS STAMPED STANTON 1958.
 FE2518'
 FE2518'TO REACH THE STATION FROM A CROSS-STREET ABOUT 200 FEET NORTH OF THE
 FE2518'EAST END OF THE ILLINOIS CENTRAL RAILROAD DEPOT IN STANTON, GO NORTH
 FE2518'ON THE PAVED STREET FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 70,
 FE2518'79 AT A RED BLINKER LIGHT.  CONTINUE ON THE PAVED ROAD AND GO
 FE2518'NORTHWEST FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 FE2518'
 FE2518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE PAVED
 FE2518'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 FE2518'
 FE2518'REFERENCE MARK 1 IS 20 FEET EAST OF A POWER LINE POLE, 24 FEET
 FE2518'SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 46 FEET SOUTHEAST
 FE2518'OF A WIRE FENCE AND 77 FEET NORTHWEST OF A TELEPHONE POLE.  THE
 FE2518'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED STANTON NO 1
 FE2518'1958.
 FE2518'
 FE2518'REFERENCE MARK 2 IS 22 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED
 FE2518'ROAD, 57 FEET NORTHWEST OF THE WIRE FENCE AND 90 FEET NORTHWEST OF
 FE2518'A POWER LINE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 FE2518'STAMPED STANTON NO 2 1958.
 FE2518'
 FE2518'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FE2518'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A
 FE2518'POWER LINE POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2518'STAMPED STANTON 1958.
 FE2518'
 FE2518'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2518
 FE2518                          STATION RECOVERY (1958)
 FE2518
 FE2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2518'THE STATION, REFERENCE NO. 1, REFERENCE NO. 2, AND THE AZIMUTH WERE
 FE2518'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 FE2518'DESCRIPTION IS COMPLETE AND ADEQUATE.
 FE2518
 FE2518                          STATION RECOVERY (1960)
 FE2518
 FE2518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FE2518'STATION WAS NOT FOUND.  THE HIGHWAY HAS BEEN REALIGNED AND REGRADED
 FE2518'RECENTLY IN THIS LOCATION.  APPARENTLY THE STATION HAS BEEN
 FE2518'DESTROYED OR COVERED IN VERY DEEP FILL.
 FE2518
 FE2518                          STATION RECOVERY (1964)
 FE2518
 FE2518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FE2518'THE TOP OF THE SURFACE STATION MARK WITH TABLET WAS GONE, APPARENTLY
 FE2518'BLADED OFF WITH A BULLDOZER.  THE REMAINDER OF
 FE2518'THE POST WAS STILL IN PLACE AND WAS RAISED TO ALLOW THE UNDERGROUND
 FE2518'MARK TO BE OCCUPIED.  THE UNDERGROUND MARK WAS RECOVERED
 FE2518'UNDISTURBED AND THE SECTION OF THE SURFACE MARK POST WAS REPLACED
 FE2518'OVER IT AFTER THE STATION WAS OCCUPIED.
 FE2518'
 FE2518'BOTH REFERENCE MARKS ARE DESTROYED BY ROAD WIDENING.  THE AZIMUTH
 FE2518'MARK WAS RECOVERED IN GOOD CONDITION.
 FE2518
 FE2518                          STATION RECOVERY (1968)
 FE2518
 FE2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2518'THE STATION SURFACE MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FE2518'2 WERE ALL FOUND DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND
 FE2518'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FE2518'A FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND STATION MARK
 FE2518'AND THE POINT HELD.  A NEW SURFACE STATION MARK WAS THEN ESTABLISHED
 FE2518'IN ITS EXACT ORIGINAL POSITION, AND TWO NEW REFERENCE MARKS NO.
 FE2518'3 AND NO. 4 WERE ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE
 FE2518'HORIZONTAL ANGLES WERE OBSERVED, AND HORIZONTAL DISTANCES MEASURED
 FE2518'BETWEEN THE MARKS.
 FE2518'
 FE2518'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2518'
 FE2518'THE STATION IS LOCATED ABOUT 0.6 OF A MILE NORTHWEST OF STANTON ALONG
 FE2518'THE NORTHEAST RIGHT-OF-WAY OF COUNTY ROAD S 8052 (1).
 FE2518'
 FE2518'TO REACH THE STATION FROM THE ILLINOIS-CENTRAL RAILROAD DEPOT IN
 FE2518'STANTON, GO NORTH-NORTHWEST ON WEST MAIN STREET FOR 0.2 OF A MILE TO
 FE2518'U.S. HIGHWAYS 70 AND 79.  HERE CROSS OVER THESE HIGHWAYS AND CONTINUE
 FE2518'NORTHWESTERLY ON COUNTY ROAD S 8052 (1) FOR 0.65 OF A MILE TO
 FE2518'THE STATION ON THE RIGHT AS DESCRIBED.
 FE2518'
 FE2518'THE STATION IS 81 FEET NORTH OF AND ACROSS THE COUNTY ROAD FROM A
 FE2518'POWERLINE POLE, 77 FEET SOUTH-SOUTHWEST OF THE CENTER OF A LARGE
 FE2518'WOODEN GATE LEADING INTO A FIELD, 64 FEET SOUTHWEST OF A 30-INCH,
 FE2518'TRIANGLE BLAZED BLACK OAK TREE, 34.5 FEET SOUTHEAST OF A TELEPHONE
 FE2518'POLE, 30 FEET NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD S
 FE2518'8052 (1), 16 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A FIELD
 FE2518'DRIVE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND
 FE2518'DIRECTLY UNDER A TELEPHONE LINE.  IT IS A STANDARD DISK SET IN THE
 FE2518'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 FE2518'AND THE DISK IS STAMPED STANTON 1958 1968.
 FE2518'
 FE2518'REFERENCE MARK NO. 3 IS ACROSS A DRAINAGE DITCH NORTHEAST OF THE
 FE2518'STATION, 101 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE COUNTY
 FE2518'ROAD, 15.5 FEET SOUTHEAST OF THE CENTER OF THE LARGE WOODEN GATE, 11
 FE2518'FEET NORTH-NORTHWEST OF A 30-INCH, TRIANGLE BLAZED BLACK OAK TREE,
 FE2518'2 FEET SOUTHWEST OF A FENCE, AND ABOUT 1 FOOT BELOW THE ELEVATION OF
 FE2518'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FE2518'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FE2518'STAMPED STANTON 1958 NO 3 1968.
 FE2518'
 FE2518'REFERENCE MARK NO. 4 IS 72 FEET NORTHEAST OF AND ACROSS THE COUNTY
 FE2518'ROAD FROM A POWERLINE POLE, 28 FEET NORTHEAST OF THE APPROXIMATE
 FE2518'CENTER OF COUNTY ROAD S 8052 (1), 0.9 OF A FOOT WEST-NORTHWEST OF A
 FE2518'METAL WITNESS POST AND SIGN, AND DIRECTLY UNDER A TELEPHONE
 FE2518'LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FE2518'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED STANTON 1958 NO 4
 FE2518'1968.
 FE2518'
 FE2518'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE2518'REFERENCE MARK NO. 4 IS 108.62 FEET-/33.107) METERS.
 FE2518'
 FE2518'THE AZIMUTH MARK IS 25 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 FE2518'OF COUNTY ROAD S 8052 (1), 2.5 FEET EAST OF A GUYED UTILITY
 FE2518'POLE, 2 FEET EAST OF A WHITE, WOODEN POST, 0.9 OF A FOOT
 FE2518'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND DIRECTLY UNDER
 FE2518'POWER AND TELEPHONE LINES.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2518'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FE2518'THE DISK IS STAMPED STANTON 1958.
 FE2518'
 FE2518'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 FE2518'COUNTY ROAD S 8052 (1) FOR 0.15 OF A MILE TO THE MARK ON THE RIGHT
 FE2518'AS DESCRIBED.
 FE2518'
 FE2518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.6 OF A MILE
 FE2518'NW. OF STANTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2517 ***********************************************************************
 FE2517  DESIGNATION -  STANTON MUNICIPAL TANK
 FE2517  PID         -  FE2517
 FE2517  STATE/COUNTY-  TN/HAYWOOD
 FE2517  USGS QUAD   -  STANTON (1983)
 FE2517
 FE2517                         *CURRENT SURVEY CONTROL
 FE2517  ___________________________________________________________________
 FE2517* NAD 83(1995)-  35 27 47.88190(N)    089 24 02.88587(W)     ADJUSTED  
 FE2517* NAVD 88     -                                                        
 FE2517  ___________________________________________________________________
 FE2517  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FE2517  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2517
 FE2517  HORZ ORDER  -  THIRD
 FE2517
 FE2517.The horizontal coordinates were established by classical geodetic methods
 FE2517.and adjusted by the National Geodetic Survey in April 1999..
 FE2517
 FE2517
 FE2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2517
 FE2517.The geoid height was determined by GEOID03.
 FE2517
 FE2517;                    North         East     Units Scale Factor Converg.
 FE2517;SPC TN       -   130,731.895   291,378.678   MT  0.99996921   -1 59 27.5
 FE2517;SPC TN       -   428,909.56    955,964.88   sFT  0.99996921   -1 59 27.5
 FE2517;UTM  16      - 3,927,072.327   282,143.856   MT  1.00018492   -1 23 36.4
 FE2517
 FE2517                          SUPERSEDED SURVEY CONTROL
 FE2517
 FE2517  NAD 83(1995)-  35 27 47.88765(N)    089 24 02.88752(W) AD(       ) 4
 FE2517  NAD 83(1986)-  35 27 47.89371(N)    089 24 02.88643(W) AD(       ) 4
 FE2517  NAD 27      -  35 27 47.60000(N)    089 24 02.62600(W) AD(       ) 3
 FE2517
 FE2517.Superseded values are not recommended for survey control.
 FE2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2517.See file dsdata.txt to determine how the superseded data were derived.
 FE2517
 FE2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8214427072(NAD 83)
 FE2517_MARKER: 53 = ELEVATED TANK
 FE2517
 FE2517  HISTORY     - Date     Condition        Report By
 FE2517  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2517  HISTORY     - 1958     GOOD             CGS
 FE2517
 FE2517                          STATION DESCRIPTION
 FE2517
 FE2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2517'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE STANTON,
 FE2517'MUNICIPAL WATER TANK LOCATED ABOUT 0.25 MILE NORTHEAST OF THE STANTON
 FE2517'BUSINESS DISTRICT. IT IS 75 FEET WEST OF THE CENTERLINE OF GREEN
 FE2517'STREET, 160 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE HOUSE AND
 FE2517'60 FEET NORTH OF A PUMP HOUSE.
 FE2517'
 FE2517'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER
 FE2517'AND BEARS THE LEGEND STANTON IN BLACK LETTERS ON THE NORTH AND WEST
 FE2517'SIDES. THE OVERALL HEIGHT IS ABOUT 100 FEET.
 FE2517
 FE2517                          STATION RECOVERY (1958)
 FE2517
 FE2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2517'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2517'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1658 ***********************************************************************
 GD1658  DESIGNATION -  STAR
 GD1658  PID         -  GD1658
 GD1658  STATE/COUNTY-  TN/OBION
 GD1658  USGS QUAD   -  SAMBURG (1981)
 GD1658
 GD1658                         *CURRENT SURVEY CONTROL
 GD1658  ___________________________________________________________________
 GD1658* NAD 83(1995)-  36 24 50.53461(N)    089 16 42.30152(W)     ADJUSTED  
 GD1658* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 GD1658  ___________________________________________________________________
 GD1658  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GD1658  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1658
 GD1658  HORZ ORDER  -  THIRD
 GD1658
 GD1658.The horizontal coordinates were established by classical geodetic methods
 GD1658.and adjusted by the National Geodetic Survey in April 1999..
 GD1658
 GD1658.The orthometric height was scaled from a topographic map.
 GD1658
 GD1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1658
 GD1658.The geoid height was determined by GEOID03.
 GD1658
 GD1658;                    North         East     Units Scale Factor Converg.
 GD1658;SPC TN       -   235,781.401   306,013.796   MT  0.99999953   -1 55 09.5
 GD1658;SPC TN       -   773,559.48  1,003,980.26   sFT  0.99999953   -1 55 09.5
 GD1658;UTM  16      - 4,032,284.727   295,714.403   MT  1.00011420   -1 21 10.7
 GD1658
 GD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1658!SPC TN       -   0.99998230  x   0.99999953  =   0.99998183
 GD1658!UTM  16      -   0.99998230  x   1.00011420  =   1.00009650
 GD1658
 GD1658:                Primary Azimuth Mark                     Grid Az
 GD1658:SPC TN       -  STAR AZ MK                               035 12 44.7
 GD1658:UTM  16      -  STAR AZ MK                               034 38 45.9
 GD1658
 GD1658|---------------------------------------------------------------------|
 GD1658| PID    Reference Object                     Distance      Geod. Az  |
 GD1658|                                                           dddmmss.s |
 GD1658| CG4325 STAR AZ MK                                         0331735.2 |
 GD1658| CG4326 STAR RM 1                            18.615 METERS 21845     |
 GD1658| CG4327 STAR RM 2                            21.120 METERS 25955     |
 GD1658|---------------------------------------------------------------------|
 GD1658
 GD1658                          SUPERSEDED SURVEY CONTROL
 GD1658
 GD1658  NAD 83(1995)-  36 24 50.53874(N)    089 16 42.30041(W) AD(       ) 3
 GD1658  NAD 83(1995)-  36 24 50.54161(N)    089 16 42.30134(W) AD(       ) 3
 GD1658  NAD 83(1986)-  36 24 50.54627(N)    089 16 42.30075(W) AD(       ) 3
 GD1658  NAD 27      -  36 24 50.31250(N)    089 16 42.05220(W) AD(       ) 3
 GD1658
 GD1658.Superseded values are not recommended for survey control.
 GD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1658.See file dsdata.txt to determine how the superseded data were derived.
 GD1658
 GD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9571432285(NAD 83)
 GD1658_MARKER: DS = TRIANGULATION STATION DISK
 GD1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1658
 GD1658  HISTORY     - Date     Condition        Report By
 GD1658  HISTORY     - 1959     MONUMENTED       CGS
 GD1658  HISTORY     - 1967     GOOD             CGS
 GD1658
 GD1658                          STATION DESCRIPTION
 GD1658
 GD1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1658'THE STATION IS ABOUT 8 MILES NORTHWEST OF TROY AND 6 MILES NORTH OF
 GD1658'HORNBEAK ON THE PROPERTY OF MR. DAN MC KINNIS.  IT IS 91 FEET
 GD1658'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 40 FEET WEST OF THE
 GD1658'CENTERLINE OF A GRAVELED ROAD, 15 FEET SOUTH OF A WIRE FENCE, AND
 GD1658'13 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 GD1658'THE DISK IS STAMPED STAR 1959.
 GD1658'
 GD1658'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND
 GD1658'22 ABOUT 6 MILES EAST OF TIPTONVILLE, GO NORTH ON HIGHWAY 22 FOR 2.75
 GD1658'MILES TO A 4-WAY TRAFFIC STOP.  CONTINUE NORTH ON HIGHWAY 22 FOR
 GD1658'3.7 MILES TO DENTONS GROCERY ON THE LEFT.  CONTINUE NORTH ON
 GD1658'HIGHWAY 22 FOR 0.4 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT
 GD1658'AND GO NORTHEAST ON THE GRAVELED ROAD FOR 0.4 MILE TO A
 GD1658'Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON THE GRAVELED
 GD1658'ROAD FOR 0.15 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO EAST ON
 GD1658'THE GRAVELED ROAD FOR 1.75 MILES TO A GRAVELED T-ROAD.  TURN RIGHT
 GD1658'AND GO SOUTH FOR 0.15 MILE TO MR. SAM ROGERS HOUSE AND THE AZIMUTH
 GD1658'MARK, ABOUT 200 FEET EAST OF THE ROAD, ON THE LEFT.  CONTINUE SOUTH
 GD1658'ON THE GRAVELED ROAD FOR 0.2 MILE TO BARN AND THE STATION ON THE
 GD1658'RIGHT.
 GD1658'
 GD1658'REFERENCE MARK 1 IS 41 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GD1658'ROAD, 21 FEET WEST OF A FENCE, AND 21 FEET NORTHWEST OF A 50 INCH
 GD1658'OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1658'STAR NO 1 1959.
 GD1658'
 GD1658'REFERENCE MARK 2 IS 26 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1658'BARN, AND 1 FOOT NORTHEAST OF A FENCE.  THE MONUMENT PROJECTS 2
 GD1658'INCHES AND THE DISK IS STAMPED STAR NO 2 1959.
 GD1658'
 GD1658'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK
 GD1658'ROAD, 9 FEET SOUTHWEST OF A SOUTH GATE POST, 9 FEET NORTH OF A POWER
 GD1658'POLE, AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT
 GD1658'PROJECTS 2 INCHES AND THE DISK IS STAMPED STAR 1959.
 GD1658'
 GD1658'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1658
 GD1658                          STATION RECOVERY (1967)
 GD1658
 GD1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1658'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN HORIZONTAL
 GD1658'CONTROL DATA PUBLISHED OCTOBER 1960 - QUAD 360892 - STATION 1033,
 GD1658'WITH THE FOLLOWING ADDED NOTATIONS.
 GD1658'
 GD1658'THE STATION IS 12.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 GD1658'
 GD1658'THE AZIMUTH MARK IS 1.0 FOOT NORTHWEST OF A METAL WITNESS POST AND
 GD1658'SIGN.
 GD1658'
 GD1658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 6 MILES
 GD1658'NORTH OF HORNBEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0613 ***********************************************************************
 GB0613  DESIGNATION -  STATE
 GB0613  PID         -  GB0613
 GB0613  STATE/COUNTY-  TN/CAMPBELL
 GB0613  USGS QUAD   -  LA FOLLETTE (1990)
 GB0613
 GB0613                         *CURRENT SURVEY CONTROL
 GB0613  ___________________________________________________________________
 GB0613* NAD 83(1995)-  36 24 29.35688(N)    084 03 52.93310(W)     ADJUSTED  
 GB0613* NAVD 88     -       358.283  (meters)    1175.47   (feet)  ADJUSTED  
 GB0613  ___________________________________________________________________
 GB0613  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 GB0613  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB0613  DYNAMIC HT  -         357.960 (meters)    1174.41  (feet)  COMP
 GB0613  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GB0613
 GB0613  HORZ ORDER  -  SECOND
 GB0613  VERT ORDER  -  SECOND    CLASS 0
 GB0613
 GB0613.The horizontal coordinates were established by classical geodetic methods
 GB0613.and adjusted by the National Geodetic Survey in April 1999..
 GB0613
 GB0613.The orthometric height was determined by differential leveling
 GB0613.and adjusted by the National Geodetic Survey in June 1991..
 GB0613
 GB0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0613
 GB0613.The geoid height was determined by GEOID03.
 GB0613
 GB0613.The dynamic height is computed by dividing the NAVD 88
 GB0613.geopotential number by the normal gravity value computed on the
 GB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0613.degrees latitude (g = 980.6199 gals.).
 GB0613
 GB0613.The modeled gravity was interpolated from observed gravity values.
 GB0613
 GB0613;                    North         East     Units Scale Factor Converg.
 GB0613;SPC TN       -   231,920.401   773,578.305   MT  0.99999850   +1 07 58.8
 GB0613;SPC TN       -   760,892.18  2,537,981.49   sFT  0.99999850   +1 07 58.8
 GB0613;UTM  16      - 4,033,224.156   763,215.665   MT  1.00045370   +1 44 35.5
 GB0613;UTM  17      - 4,033,585.219   225,176.822   MT  1.00053067   -1 49 12.5
 GB0613
 GB0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0613!SPC TN       -   0.99994850  x   0.99999850  =   0.99994700
 GB0613!UTM  16      -   0.99994850  x   1.00045370  =   1.00040217
 GB0613!UTM  17      -   0.99994850  x   1.00053067  =   1.00047914
 GB0613
 GB0613|---------------------------------------------------------------------|
 GB0613| PID    Reference Object                     Distance      Geod. Az  |
 GB0613|                                                           dddmmss.s |
 GB0613| GB0614 STATE RM 1                           26.550 METERS 07208     |
 GB0613| GB0615 STATE AZ MK                                        1452433.8 |
 GB0613| GB2530 LAFOLLETTE MUNICIPAL TANK           APPROX. 6.9 KM 2341449.8 |
 GB0613| GB0612 STATE RM 2                           26.158 METERS 26828     |
 GB0613|---------------------------------------------------------------------|
 GB0613
 GB0613                          SUPERSEDED SURVEY CONTROL
 GB0613
 GB0613  NAD 83(1995)-  36 24 29.35792(N)    084 03 52.93542(W) AD(       ) 2
 GB0613  NAD 83(1995)-  36 24 29.36444(N)    084 03 52.93650(W) AD(       ) 2
 GB0613  NAD 83(1986)-  36 24 29.36757(N)    084 03 52.93406(W) AD(       ) 2
 GB0613  NAD 27      -  36 24 29.07607(N)    084 03 53.20442(W) AD(       ) 2
 GB0613  NGVD 29 (??/??/92)  358.404  (m)         1175.86   (f) ADJ UNCH    2 0
 GB0613
 GB0613.Superseded values are not recommended for survey control.
 GB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0613.See file dsdata.txt to determine how the superseded data were derived.
 GB0613
 GB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6321633224(NAD 83)
 GB0613_MARKER: DD = SURVEY DISK
 GB0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0613_STAMPING: STATE 1964
 GB0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0613+STABILITY: SURFACE MOTION
 GB0613
 GB0613  HISTORY     - Date     Condition        Report By
 GB0613  HISTORY     - 1964     MONUMENTED       TNHD
 GB0613  HISTORY     - 1965     GOOD             TNHD
 GB0613  HISTORY     - 1980     GOOD             NGS
 GB0613  HISTORY     - 1980     GOOD             NGS
 GB0613
 GB0613                          STATION DESCRIPTION
 GB0613
 GB0613'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0613'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF LAFOLLETTE.
 GB0613'
 GB0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0613'ROUTE 63 IN LAFOLLETTE, GO
 GB0613'3.7 MILES NORTHEAST ON STATE ROUTE 63 TO THE STATE
 GB0613'HIGHWAY GARAGE ON THE LEFT AND THE
 GB0613'STATION BEHIND THE GARAGE, NEXT TO
 GB0613'A RADIO MAST.
 GB0613'
 GB0613'THE STATION IS 75 FEET NORTH OF A CONCRETE RETAINING WALL, 28.5 FEET
 GB0613'SOUTHEAST OF THE EAST LEG
 GB0613'OF THE RADIO MAST AND 3.1 FEET SOUTHEAST OF A WITNESS
 GB0613'POST.  THE SURFACE AND UNDERGROUND
 GB0613'MARKS ARE STANDARD TENNESSEE
 GB0613'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB0613'STATE 1964.  THE
 GB0613'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB0613'DISK IS SET IN A
 GB0613'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0613'
 GB0613'REFERENCE MARK NO. 1 IS 93 FEET NORTH OF THE CONCRETE RETAINING WALL
 GB0613'AND 37 FEET WEST OF A
 GB0613'WOVEN-WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0613'DEPARTMENT DISK SET IN A 10-INCH,
 GB0613'SQUARE, FLUSH, CONCRETE MONUMENT
 GB0613'AND THE DISK IS STAMPED STATE RM-1 1964.
 GB0613'
 GB0613'REFERENCE MARK NO. 2 IS 87 FEET NORTH OF A POWER POLE, 24 FEET
 GB0613'SOUTHWEST OF THE
 GB0613'NORTHWEST CORNER OF A RED BRICK RADIO EQUIPMENT BUILDING AND 21
 GB0613'FEET WEST OF THE
 GB0613'SOUTHWEST CORNER OF THE RED BRICK RADIO EQUIPMENT
 GB0613'BUILDING.  IT IS A STANDARD
 GB0613'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0613'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB0613'AND THE DISK IS STAMPED
 GB0613'STATE RM-2 1964.
 GB0613'
 GB0613'THE AZIMUTH MARK IS 13 FEET EAST OF THE APPROXIMATE CENTER OF A
 GB0613'GRAVELED ROAD, 1.9 FEET
 GB0613'SOUTHWEST OF A WITNESS POST AND 1 FOOT WEST OF A BARBED WIRE
 GB0613'FENCE.  IT IS A STANDARD
 GB0613'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0613'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB0613'AND THE DISK IS STAMPED
 GB0613'STATE AZI 1964.
 GB0613'
 GB0613'TO REACH THE AZIMUTH MARK FROM THE GARAGE, GO 0.15 MILE EAST ON STATE
 GB0613'ROUTE 63 TO A GRAVELED ROAD
 GB0613'ON THE RIGHT, TURN RIGHT, SOUTH, AND GO 0.05 MILE
 GB0613'TO THE MARK ON THE LEFT.
 GB0613'
 GB0613'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB0613
 GB0613                          STATION RECOVERY (1965)
 GB0613
 GB0613'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0613'3.7 MI NE FROM LA FOLLETTE.
 GB0613'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GB0613'LA FOLLETTE, GO 3.7 MILES NORTHEAST ON STATE HIGHWAY 63 TO THE
 GB0613'STATE HIGHWAY GARAGE ON THE AND THE MARK BEHIND THE GARAGE, NEXT
 GB0613'TO A RADIO MAST.  THE STATION IS 75 FEET NORTH OF A CONCRETE
 GB0613'RETAINING WALL, 28.8 FEET SOUTHEAST OF THE EAST LEG OF THE RADIO
 GB0613'MAST AND 3.1 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 GB0613'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0613'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED STATE 1964.
 GB0613
 GB0613                          STATION RECOVERY (1980)
 GB0613
 GB0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0613'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED AND
 GB0613'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK
 GB0613'GONE.  THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED DESTROYED BY
 GB0613'ROAD WORK.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO CHECK THE
 GB0613'DISTANCE LISTED TO REFERENCE MARK 1 IN THE 1964
 GB0613'DESCRIPTION.  REFERENCE MARK 3 WAS SET.  THE DESCRIPTION IS GOOD WITH
 GB0613'THE FOLLOWING.
 GB0613'
 GB0613'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 GB0613'
 GB0613'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB0613'STAMPED---STATE THD 1964 NO 3 1980---FLUSH WITH THE GROUND, 17 FEET
 GB0613'EAST OF THE SOUTHEAST LEG A THE RADIO TOWER, 33 FEET SOUTHEAST OF
 GB0613'THE NORTH LEG OF THE TOWER AND 19 FEET NORTHWEST OF A METAL WITNESS
 GB0613'POST.
 GB0613
 GB0613                          STATION RECOVERY (1980)
 GB0613
 GB0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2580 ***********************************************************************
 GC2580  DESIGNATION -  STATE
 GC2580  PID         -  GC2580
 GC2580  STATE/COUNTY-  TN/HOUSTON
 GC2580  USGS QUAD   -  ERIN (1981)
 GC2580
 GC2580                         *CURRENT SURVEY CONTROL
 GC2580  ___________________________________________________________________
 GC2580* NAD 83(1995)-  36 16 47.16960(N)    087 43 30.00203(W)     ADJUSTED  
 GC2580* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GC2580  ___________________________________________________________________
 GC2580  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GC2580  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC2580
 GC2580  HORZ ORDER  -  SECOND
 GC2580
 GC2580.The horizontal coordinates were established by classical geodetic methods
 GC2580.and adjusted by the National Geodetic Survey in April 1999..
 GC2580
 GC2580.The orthometric height was scaled from a topographic map.
 GC2580
 GC2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2580
 GC2580.The geoid height was determined by GEOID03.
 GC2580
 GC2580;                    North         East     Units Scale Factor Converg.
 GC2580;SPC TN       -   217,323.734   445,030.137   MT  0.99997858   -1 00 35.6
 GC2580;SPC TN       -   713,002.95  1,460,069.71   sFT  0.99997858   -1 00 35.6
 GC2580;UTM  16      - 4,015,223.457   434,888.471   MT  0.99965223   -0 25 44.5
 GC2580
 GC2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2580!SPC TN       -   0.99996579  x   0.99997858  =   0.99994437
 GC2580!UTM  16      -   0.99996579  x   0.99965223  =   0.99961803
 GC2580
 GC2580|---------------------------------------------------------------------|
 GC2580| PID    Reference Object                     Distance      Geod. Az  |
 GC2580|                                                           dddmmss.s |
 GC2580| GC2581 STATE RM 2                           22.917 METERS 11348     |
 GC2580| CG7553 STATE AZ MK                                        1271013.9 |
 GC2580| GC2599 MT ZION                             APPROX.12.6 KM 1605024.1 |
 GC2580| CG7554 STATE RM 1                           28.232 METERS 32254     |
 GC2580|---------------------------------------------------------------------|
 GC2580
 GC2580                          SUPERSEDED SURVEY CONTROL
 GC2580
 GC2580  NAD 83(1995)-  36 16 47.17125(N)    087 43 30.00436(W) AD(       ) 2
 GC2580  NAD 83(1995)-  36 16 47.17298(N)    087 43 30.00709(W) AD(       ) 2
 GC2580  NAD 83(1986)-  36 16 47.17910(N)    087 43 30.00405(W) AD(       ) 2
 GC2580  NAD 27      -  36 16 46.97800(N)    087 43 29.93100(W) AD(       ) 2
 GC2580
 GC2580.Superseded values are not recommended for survey control.
 GC2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2580.See file dsdata.txt to determine how the superseded data were derived.
 GC2580
 GC2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3488815223(NAD 83)
 GC2580_MARKER: DS = TRIANGULATION STATION DISK
 GC2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2580
 GC2580  HISTORY     - Date     Condition        Report By
 GC2580  HISTORY     - 1952     MONUMENTED       CGS
 GC2580
 GC2580                          STATION DESCRIPTION
 GC2580
 GC2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2580'STATION IS LOCATED AT STATE FOREST LOOKOUT TOWER HR 28 ABOUT 3 MILES
 GC2580'SOUTHWEST OF ERIN. IT IS 83 FEET SOUTHWEST OF THE SOUTHWEST
 GC2580'CORNER OF A SMALL LOG BUILDING, 75 FEET NORTHWEST OF THE CENTER OF
 GC2580'THE LOOKOUT TOWER AND 5 FEET SOUTHEAST OF A WHITE WITNESS
 GC2580'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED STATE 1952.
 GC2580'
 GC2580'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF A WOODS ROAD.
 GC2580'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED STATE NO.
 GC2580'1 1952.
 GC2580'
 GC2580'REFERENCE MARK NO. 2 IS IN THE CONCRETE STEP AT THE CENTER OF THE
 GC2580'BASE OF THE LOOKOUT TOWER. THE STEP IS ABOUT 2 FEET WIDE, 3
 GC2580'FEET LONG AND 1 FOOT HIGH. THE DISK IS SET FLUSH IN A DRILL HOLE IN
 GC2580'THE NORTH END OF THE STEP AND IT IS STAMPED STATE NO. 2 1952.
 GC2580'
 GC2580'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2
 GC2580'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT
 GC2580'6 INCHES AND THE DISK IS STAMPED STATE 1952.
 GC2580'
 GC2580'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE SQUARE IN
 GC2580'ERIN, GO WEST ON STATE HIGHWAY 49 FOR 0.7 MILE TO A PAVED ROAD
 GC2580'LEFT. TURN LEFT ON PAVED ROAD AND GO 0.1 MILE TO A FORK, GRAVEL ROAD
 GC2580'RIGHT AND PAVED ROAD LEFT. KEEP LEFT ON PAVED ROAD AND GO 0.7 MILE
 GC2580'TO THE END OF THE PAVED ROAD. CONTINUE ON GRAVEL ROAD FOR 3.1 MILES
 GC2580'TO THE ENTRANCE DRIVE TO THE LOOKOUT TOWER ON THE RIGHT.* TURN RIGHT
 GC2580'INTO THE DRIVE AND GO ABOUT 150 FEET TO THE LOOKOUT TOWER AND THE
 GC2580'STATION AS DESCRIBED.
 GC2580'
 GC2580'*TO REACH THE AZIMUTH MARK FROM THE ENTRANCE DRIVE, CONTINUE ON
 GC2580'GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2580'
 GC2580'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0615 ***********************************************************************
 GB0615  DESIGNATION -  STATE AZ MK
 GB0615  PID         -  GB0615
 GB0615  STATE/COUNTY-  TN/CAMPBELL
 GB0615  USGS QUAD   -  LA FOLLETTE (1990)
 GB0615
 GB0615                         *CURRENT SURVEY CONTROL
 GB0615  ___________________________________________________________________
 GB0615* NAD 83(1986)-  36 24 22.     (N)    084 03 48.     (W)     SCALED    
 GB0615* NAVD 88     -       354.397  (meters)    1162.72   (feet)  ADJUSTED  
 GB0615  ___________________________________________________________________
 GB0615  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB0615  DYNAMIC HT  -         354.077 (meters)    1161.67  (feet)  COMP
 GB0615  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GB0615
 GB0615  VERT ORDER  -  SECOND    CLASS 0
 GB0615
 GB0615.The horizontal coordinates were scaled from a topographic map and have
 GB0615.an estimated accuracy of +/- 6 seconds.
 GB0615
 GB0615.The orthometric height was determined by differential leveling
 GB0615.and adjusted by the National Geodetic Survey in June 1991..
 GB0615
 GB0615.The geoid height was determined by GEOID03.
 GB0615
 GB0615.The dynamic height is computed by dividing the NAVD 88
 GB0615.geopotential number by the normal gravity value computed on the
 GB0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0615.degrees latitude (g = 980.6199 gals.).
 GB0615
 GB0615.The modeled gravity was interpolated from observed gravity values.
 GB0615
 GB0615;                    North         East    Units  Estimated Accuracy
 GB0615;SPC TN       -   231,700.      773,710.      MT  (+/- 180 meters Scaled)
 GB0615
 GB0615                          SUPERSEDED SURVEY CONTROL
 GB0615
 GB0615  NGVD 29 (??/??/??)  354.58   (m)         1163.3    (f) RESET       3  
 GB0615
 GB0615.Superseded values are not recommended for survey control.
 GB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0615.See file dsdata.txt to determine how the superseded data were derived.
 GB0615
 GB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF633330(NAD 83)
 GB0615_MARKER: DD = SURVEY DISK
 GB0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0615_STAMPING: STATE AZI 1964
 GB0615_MARK LOGO: TNHD  
 GB0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0615+STABILITY: SURFACE MOTION
 GB0615
 GB0615  HISTORY     - Date     Condition        Report By
 GB0615  HISTORY     - 1964     MONUMENTED       TNHD
 GB0615  HISTORY     - 1965     GOOD             TNHD
 GB0615  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0615
 GB0615                          STATION DESCRIPTION
 GB0615
 GB0615'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0615'3.8 MI NE FROM LA FOLLETTE.
 GB0615'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GB0615'LA FOLLETTE, GO 3.8 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GB0615'STATE HIGHWAY GARAGE ON THE LEFT AND THE MARK ON THE RIGHT, 13
 GB0615'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.9
 GB0615'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 GB0615'WEST OF A BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE
 GB0615'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB0615'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED STATE AZI 1964.
 GB0615
 GB0615                          STATION RECOVERY (1980)
 GB0615
 GB0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2608 ***********************************************************************
 GC2608  DESIGNATION -  STATE FOREST LOT HR 27
 GC2608  PID         -  GC2608
 GC2608  STATE/COUNTY-  TN/HUMPHREYS
 GC2608  USGS QUAD   -  WAVERLY (1987)
 GC2608
 GC2608                         *CURRENT SURVEY CONTROL
 GC2608  ___________________________________________________________________
 GC2608* NAD 83(1995)-  36 06 18.52405(N)    087 48 31.97452(W)     ADJUSTED  
 GC2608* NAVD 88     -                                                        
 GC2608  ___________________________________________________________________
 GC2608  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GC2608  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC2608
 GC2608  HORZ ORDER  -  THIRD
 GC2608
 GC2608.The horizontal coordinates were established by classical geodetic methods
 GC2608.and adjusted by the National Geodetic Survey in April 1999..
 GC2608
 GC2608
 GC2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2608
 GC2608.The geoid height was determined by GEOID03.
 GC2608
 GC2608;                    North         East     Units Scale Factor Converg.
 GC2608;SPC TN       -   198,087.008   437,137.182   MT  0.99995956   -1 03 32.4
 GC2608;SPC TN       -   649,890.46  1,434,174.24   sFT  0.99995956   -1 03 32.4
 GC2608;UTM  16      - 3,995,913.590   427,193.557   MT  0.99966531   -0 28 36.0
 GC2608
 GC2608                          SUPERSEDED SURVEY CONTROL
 GC2608
 GC2608  NAD 83(1995)-  36 06 18.52593(N)    087 48 31.97840(W) AD(       ) 4
 GC2608  NAD 83(1995)-  36 06 18.52657(N)    087 48 31.97965(W) AD(       ) 4
 GC2608  NAD 83(1986)-  36 06 18.53344(N)    087 48 31.97650(W) AD(       ) 4
 GC2608  NAD 27      -  36 06 18.31800(N)    087 48 31.88600(W) AD(       ) 3
 GC2608
 GC2608.Superseded values are not recommended for survey control.
 GC2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2608.See file dsdata.txt to determine how the superseded data were derived.
 GC2608
 GC2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2719495914(NAD 83)
 GC2608_MARKER: 57 = LOOKOUT TOWER
 GC2608
 GC2608  HISTORY     - Date     Condition        Report By
 GC2608  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2608  HISTORY     - 1972     GOOD             LOCENG
 GC2608  HISTORY     - 1988     GOOD             USPSQD
 GC2608
 GC2608                          STATION DESCRIPTION
 GC2608
 GC2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2608'STATION IS THE CENTER OF THE BASE OF STATE FOREST LOOKOUT TOWER HR
 GC2608'27, LOCATED 1 MILE NORTHWEST OF WAVERLY.  IT IS A FOUR LEGGED
 GC2608'STEEL STRUCTURE, ABOUT 85 FEET HIGH, WITH AN ENCLOSED CAB ATOP.  A
 GC2608'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WAVE
 GC2608'AND THE DISTANCE WAS FOUND TO BE 28.31 METERS (92.9 FEET).
 GC2608'
 GC2608'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN WAVERLY,
 GC2608'GO WEST ON U.S. HIGHWAY 70 FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN
 GC2608'RIGHT AND GO NORTH FOR 1.7 MILES TO THE STATION ON THE LEFT.
 GC2608
 GC2608                          STATION RECOVERY (1972)
 GC2608
 GC2608'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2608'LOOKOUT TOWER HR27 RECOVERED IN GOOD CONDITION.
 GC2608'
 GC2608'TOWER IN GOOD CONDITION.
 GC2608'
 GC2608'DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MI. N. W. OF WAVERLY.
 GC2608
 GC2608                          STATION RECOVERY (1988)
 GC2608
 GC2608'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2308 ***********************************************************************
 GC2308  DESIGNATION -  STATE POLICE RADIO MAST
 GC2308  PID         -  GC2308
 GC2308  STATE/COUNTY-  TN/DAVIDSON
 GC2308  USGS QUAD   -  OAK HILL (1968)
 GC2308
 GC2308                         *CURRENT SURVEY CONTROL
 GC2308  ___________________________________________________________________
 GC2308* NAD 83(1995)-  36 02 48.21533(N)    086 49 46.61570(W)     ADJUSTED  
 GC2308* NAVD 88     -                                                        
 GC2308  ___________________________________________________________________
 GC2308  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2308  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2308
 GC2308  HORZ ORDER  -  THIRD
 GC2308
 GC2308.The horizontal coordinates were established by classical geodetic methods
 GC2308.and adjusted by the National Geodetic Survey in April 1999..
 GC2308
 GC2308
 GC2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2308
 GC2308.The geoid height was determined by GEOID03.
 GC2308
 GC2308;                    North         East     Units Scale Factor Converg.
 GC2308;SPC TN       -   190,416.786   525,247.200   MT  0.99995527   -0 29 08.5
 GC2308;SPC TN       -   624,725.74  1,723,248.52   sFT  0.99995527   -0 29 08.5
 GC2308;UTM  16      - 3,989,144.551   515,347.295   MT  0.99960290   +0 06 00.9
 GC2308
 GC2308                          SUPERSEDED SURVEY CONTROL
 GC2308
 GC2308  NAD 83(1995)-  36 02 48.21769(N)    086 49 46.61742(W) AD(       ) 4
 GC2308  NAD 83(1995)-  36 02 48.21860(N)    086 49 46.61743(W) AD(       ) 4
 GC2308  NAD 83(1986)-  36 02 48.22584(N)    086 49 46.61887(W) AD(       ) 4
 GC2308  NAD 27      -  36 02 48.01000(N)    086 49 46.62000(W) AD(       ) 3
 GC2308
 GC2308.Superseded values are not recommended for survey control.
 GC2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2308.See file dsdata.txt to determine how the superseded data were derived.
 GC2308
 GC2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1534789145(NAD 83)
 GC2308_MARKER: 42 = RADIO/TV MAST
 GC2308_MARK LOGO: CGS   
 GC2308
 GC2308  HISTORY     - Date     Condition        Report By
 GC2308  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2308
 GC2308                          STATION DESCRIPTION
 GC2308
 GC2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2308'STATION IS THE CENTER OF THE BASE OF THE STATE POLICE RADIO MAST
 GC2308'LOCATED ABOUT 7 MILES SOUTH OF NASHVILLE.  THE MAST IS A 3 LEGGED
 GC2308'STEEL STRUCTURE ABOUT 90 FEET HIGH.
 GC2308'
 GC2308'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAYCHE 2.
 GC2308'THE DISTANCE IS 105.0 FEET, 32.00 METERS.
 GC2308'
 GC2308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70S AND STATE
 GC2308'HIGHWAY 100, AT THE WEST SIDE OF THE BELLEMEADE SECTION OF
 GC2308'NASHVILLE, GO WEST ON HIGHWAY 100 FOR 3.15 MILES TO A PAVED ROAD LEFT
 GC2308'(OLD HICKORY BOULEVARD).  TURN LEFT AND GO SOUTH FOR 2.7 MILES TO THE
 GC2308'JUNCTION OF STATE HIGHWAY 106.  CONTINUE SOUTH ON OLD HICKORY
 GC2308'BOULEVARD FOR 1.95 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GC2308'NORTH UP STEEP, WINDING ROAD FOR 0.55 MILE TO THE TOP OF HILL AND
 GC2308'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0612 ***********************************************************************
 GB0612  DESIGNATION -  STATE RM 2
 GB0612  PID         -  GB0612
 GB0612  STATE/COUNTY-  TN/CAMPBELL
 GB0612  USGS QUAD   -  LA FOLLETTE (1990)
 GB0612
 GB0612                         *CURRENT SURVEY CONTROL
 GB0612  ___________________________________________________________________
 GB0612* NAD 83(1986)-  36 24 29.     (N)    084 03 53.     (W)     SCALED    
 GB0612* NAVD 88     -       357.893  (meters)    1174.19   (feet)  ADJUSTED  
 GB0612  ___________________________________________________________________
 GB0612  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB0612  DYNAMIC HT  -         357.570 (meters)    1173.13  (feet)  COMP
 GB0612  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GB0612
 GB0612  VERT ORDER  -  SECOND    CLASS 0
 GB0612
 GB0612.The horizontal coordinates were scaled from a topographic map and have
 GB0612.an estimated accuracy of +/- 6 seconds.
 GB0612
 GB0612.The orthometric height was determined by differential leveling
 GB0612.and adjusted by the National Geodetic Survey in June 1991..
 GB0612
 GB0612.The geoid height was determined by GEOID03.
 GB0612
 GB0612.The dynamic height is computed by dividing the NAVD 88
 GB0612.geopotential number by the normal gravity value computed on the
 GB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0612.degrees latitude (g = 980.6199 gals.).
 GB0612
 GB0612.The modeled gravity was interpolated from observed gravity values.
 GB0612
 GB0612;                    North         East    Units  Estimated Accuracy
 GB0612;SPC TN       -   231,910.      773,580.      MT  (+/- 180 meters Scaled)
 GB0612
 GB0612                          SUPERSEDED SURVEY CONTROL
 GB0612
 GB0612  NGVD 29 (??/??/92)  358.014  (m)         1174.58   (f) ADJ UNCH    2 0
 GB0612
 GB0612.Superseded values are not recommended for survey control.
 GB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0612.See file dsdata.txt to determine how the superseded data were derived.
 GB0612
 GB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF632332(NAD 83)
 GB0612_MARKER: DD = SURVEY DISK
 GB0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0612_STAMPING: STATE RM-2 1964
 GB0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0612+STABILITY: SURFACE MOTION
 GB0612
 GB0612  HISTORY     - Date     Condition        Report By
 GB0612  HISTORY     - 1964     MONUMENTED       TNHD
 GB0612  HISTORY     - 1965     GOOD             TNHD
 GB0612  HISTORY     - 1980     GOOD             NGS
 GB0612
 GB0612                          STATION DESCRIPTION
 GB0612
 GB0612'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0612'3.7 MI NE FROM LA FOLLETTE.
 GB0612'THIS MARK IS LOCATED AT THE STATE 1964 STATION SITE, 87 FEET NORTH
 GB0612'OF A POWER POLE, 24 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 GB0612'RED BRICK RADIO EQUIPMENT BUILDING.  THE MARK IS A STANDARD
 GB0612'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0612'CONCRETE MONUMENT, STAMPED STATE RM-2 1964.
 GB0612
 GB0612                          STATION RECOVERY (1980)
 GB0612
 GB0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2581 ***********************************************************************
 GC2581  DESIGNATION -  STATE RM 2
 GC2581  PID         -  GC2581
 GC2581  STATE/COUNTY-  TN/HOUSTON
 GC2581  USGS QUAD   -  ERIN (1981)
 GC2581
 GC2581                         *CURRENT SURVEY CONTROL
 GC2581  ___________________________________________________________________
 GC2581* NAD 83(1995)-  36 16 46.86955(N)    087 43 29.16187(W)     ADJUSTED  
 GC2581* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GC2581  ___________________________________________________________________
 GC2581  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GC2581  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC2581
 GC2581  HORZ ORDER  -  SECOND
 GC2581
 GC2581.The horizontal coordinates were established by classical geodetic methods
 GC2581.and adjusted by the National Geodetic Survey in April 1999..
 GC2581
 GC2581.The orthometric height was scaled from a topographic map.
 GC2581
 GC2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2581
 GC2581.The geoid height was determined by GEOID03.
 GC2581
 GC2581;                    North         East     Units Scale Factor Converg.
 GC2581;SPC TN       -   217,314.118   445,050.938   MT  0.99997857   -1 00 35.1
 GC2581;SPC TN       -   712,971.40  1,460,137.95   sFT  0.99997857   -1 00 35.1
 GC2581;UTM  16      - 4,015,214.055   434,909.361   MT  0.99965220   -0 25 44.0
 GC2581
 GC2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2581!SPC TN       -   0.99996579  x   0.99997857  =   0.99994436
 GC2581!UTM  16      -   0.99996579  x   0.99965220  =   0.99961800
 GC2581
 GC2581                          SUPERSEDED SURVEY CONTROL
 GC2581
 GC2581  NAD 83(1995)-  36 16 46.87120(N)    087 43 29.16421(W) AD(       ) 2
 GC2581  NAD 83(1995)-  36 16 46.87293(N)    087 43 29.16693(W) AD(       ) 2
 GC2581  NAD 83(1986)-  36 16 46.87905(N)    087 43 29.16390(W) AD(       ) 2
 GC2581  NAD 27      -  36 16 46.67800(N)    087 43 29.09100(W) AD(       ) 2
 GC2581
 GC2581.Superseded values are not recommended for survey control.
 GC2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2581.See file dsdata.txt to determine how the superseded data were derived.
 GC2581
 GC2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3490915214(NAD 83)
 GC2581_MARKER: 57 = LOOKOUT TOWER
 GC2581_MARK LOGO: CGS   
 GC2581
 GC2581  HISTORY     - Date     Condition        Report By
 GC2581  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2581
 GC2581                          STATION DESCRIPTION
 GC2581
 GC2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2581'THE STATION IS THE CENTER OF THE BASE OF THE STATE FOREST LOOKOUT
 GC2581'TOWER LOCATED ABOUT 3 MILES SOUTHWEST OF ERIN. THE TOWER IS A 4
 GC2581'LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH AND HAS AN ENCLOSED
 GC2581'OBSERVATION PLATFORM AT THE TOP.
 GC2581'
 GC2581'A TRAVERSE CONNECTION WAS MADE FROM TRIANGLUATION STATION STATE. THE
 GC2581'POINT TRAVERSED TO AND OBSERVED ON WAS REFERENCE MARK NO. 2 IN THE
 GC2581'CENTER OF THE BASE OF THE TOWER AND THE DISTANCE IS 75.19 FEET,
 GC2581'22.918 METERS.
 GC2581'
 GC2581'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE SQUARE IN
 GC2581'ERIN, GO WEST ON STATE HIGHWAY 49 FOR 0.7 MILE TO A PAVED ROAD
 GC2581'LEFT. TURN LEFT ON PAVED ROAD AND GO 0.1 MILE TO A FORK, GRAVEL ROAD
 GC2581'RIGHT AND PAVED ROAD LEFT. KEEP LEFT ON PAVED ROAD AND GO 0.7 MILE
 GC2581'TO THE END OF THE PAVEMENT. CONTINUE ON GRAVEL ROAD FOR 3.1 MILES TO
 GC2581'THE ENTRANCE DRIVE TO THE LOOKOUT TOWER ON THE RIGHT. TURN RIGHT
 GC2581'INTO THE DRIVE AND GO ABOUT 150 FEET TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2315 ***********************************************************************
 GB2315  DESIGNATION -  STATE RM 3
 GB2315  PID         -  GB2315
 GB2315  STATE/COUNTY-  TN/CAMPBELL
 GB2315  USGS QUAD   -  LA FOLLETTE (1990)
 GB2315
 GB2315                         *CURRENT SURVEY CONTROL
 GB2315  ___________________________________________________________________
 GB2315* NAD 83(1986)-  36 24 29.     (N)    084 03 53.     (W)     SCALED    
 GB2315* NAVD 88     -       358.31   (meters)    1175.6    (feet)  RESET     
 GB2315  ___________________________________________________________________
 GB2315  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB2315
 GB2315  VERT ORDER  -  THIRD
 GB2315
 GB2315.The horizontal coordinates were scaled from a topographic map and have
 GB2315.an estimated accuracy of +/- 6 seconds.
 GB2315
 GB2315.The orthometric height was computed from unverified reset data.
 GB2315.No vertical observational check was made to the station.
 GB2315
 GB2315.The geoid height was determined by GEOID03.
 GB2315
 GB2315;                    North         East    Units  Estimated Accuracy
 GB2315;SPC TN       -   231,910.      773,580.      MT  (+/- 180 meters Scaled)
 GB2315
 GB2315                          SUPERSEDED SURVEY CONTROL
 GB2315
 GB2315  NGVD 29 (10/12/01)  358.43   (m)         1175.9    (f) RESET       3  
 GB2315
 GB2315.Superseded values are not recommended for survey control.
 GB2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2315.See file dsdata.txt to determine how the superseded data were derived.
 GB2315
 GB2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF632332(NAD 83)
 GB2315_MARKER: DR = REFERENCE MARK DISK
 GB2315_SETTING: 0 = UNSPECIFIED SETTING
 GB2315_STAMPING: STATE THD 1964 NO 3 1980
 GB2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2315
 GB2315  HISTORY     - Date     Condition        Report By
 GB2315  HISTORY     - 1980     MONUMENTED       NGS
 GB2315
 GB2315                          STATION DESCRIPTION
 GB2315
 GB2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GB2315'3.7 MI NE FROM LAFOLLETTE.
 GB2315'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE JUNCTION
 GB2315'OF U.S. HIGHWAY 25W AND STATE HIGHWAY 63 IN LAFOLLETTE, TO
 GB2315'THE STATE HIGHWAY GARAGE AND MARK IS BEHIND THE GARAGE,
 GB2315'NEXT TO A RADIO MAST, 17.0 FEET EAST OF THE SOUTHEAST
 GB2315'LEG OF RADIO TOWER, 33 FEET SOUTHEAST OF THE NORTH LEG OF THE
 GB2315'TOWER AND DIRECTLY BEHIND THE STATE HIGHWAY GARAGE.
 GB2315'THE MARK IS 19 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0914 ***********************************************************************
 FC0914  DESIGNATION -  STEAM
 FC0914  PID         -  FC0914
 FC0914  STATE/COUNTY-  TN/ROANE
 FC0914  USGS QUAD   -  HARRIMAN (1980)
 FC0914
 FC0914                         *CURRENT SURVEY CONTROL
 FC0914  ___________________________________________________________________
 FC0914* NAD 83(1995)-  35 53 27.31546(N)    084 31 36.50250(W)     ADJUSTED  
 FC0914* NAVD 88     -       252.186  (meters)     827.38   (feet)  ADJUSTED  
 FC0914  ___________________________________________________________________
 FC0914  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FC0914  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0914  DYNAMIC HT  -         251.954 (meters)     826.62  (feet)  COMP
 FC0914  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FC0914
 FC0914  HORZ ORDER  -  SECOND
 FC0914  VERT ORDER  -  SECOND    CLASS 0
 FC0914
 FC0914.The horizontal coordinates were established by classical geodetic methods
 FC0914.and adjusted by the National Geodetic Survey in April 1999..
 FC0914
 FC0914.The orthometric height was determined by differential leveling
 FC0914.and adjusted by the National Geodetic Survey in June 1991..
 FC0914
 FC0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0914
 FC0914.The geoid height was determined by GEOID03.
 FC0914
 FC0914.The dynamic height is computed by dividing the NAVD 88
 FC0914.geopotential number by the normal gravity value computed on the
 FC0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0914.degrees latitude (g = 980.6199 gals.).
 FC0914
 FC0914.The modeled gravity was interpolated from observed gravity values.
 FC0914
 FC0914;                    North         East     Units Scale Factor Converg.
 FC0914;SPC TN       -   173,813.883   732,999.439   MT  0.99994889   +0 51 44.9
 FC0914;SPC TN       -   570,254.38  2,404,848.99   sFT  0.99994889   +0 51 44.9
 FC0914;UTM  16      - 3,974,675.613   723,231.489   MT  1.00021408   +1 27 01.8
 FC0914
 FC0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0914!SPC TN       -   0.99996517  x   0.99994889  =   0.99991406
 FC0914!UTM  16      -   0.99996517  x   1.00021408  =   1.00017924
 FC0914
 FC0914:                Primary Azimuth Mark                     Grid Az
 FC0914:SPC TN       -  KINGSTON POWER PLANT TANK                050 25 30.3
 FC0914:UTM  16      -  KINGSTON POWER PLANT TANK                049 50 13.4
 FC0914
 FC0914|---------------------------------------------------------------------|
 FC0914| PID    Reference Object                     Distance      Geod. Az  |
 FC0914|                                                           dddmmss.s |
 FC0914| FC1806 KINGSTON POWER PLANT TANK           APPROX. 1.4 KM 0511715.2 |
 FC0914| FC0915 STEAM RM 1                            8.205 METERS 05150     |
 FC0914| FC0917 PLANT                               APPROX. 0.7 KM 1200209.9 |
 FC0914| FC0913 STEAM RM 2                            7.032 METERS 30100     |
 FC0914|---------------------------------------------------------------------|
 FC0914
 FC0914                          SUPERSEDED SURVEY CONTROL
 FC0914
 FC0914  NAD 83(1995)-  35 53 27.32473(N)    084 31 36.50208(W) AD(       ) 2
 FC0914  NAD 83(1986)-  35 53 27.33030(N)    084 31 36.50009(W) AD(       ) 2
 FC0914  NAD 27      -  35 53 27.05830(N)    084 31 36.75280(W) AD(       ) 2
 FC0914  NGVD 29 (??/??/92)  252.296  (m)          827.74   (f) ADJ UNCH    2 0
 FC0914
 FC0914.Superseded values are not recommended for survey control.
 FC0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0914.See file dsdata.txt to determine how the superseded data were derived.
 FC0914
 FC0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2323174676(NAD 83)
 FC0914_MARKER: DE = TRAVERSE STATION DISK
 FC0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0914_STAMPING: STEAM 1960
 FC0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0914+STABILITY: SURFACE MOTION
 FC0914
 FC0914  HISTORY     - Date     Condition        Report By
 FC0914  HISTORY     - 1960     MONUMENTED       CGS
 FC0914  HISTORY     - 1960     GOOD             CGS
 FC0914  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0914  HISTORY     - 1972     GOOD             TVA
 FC0914
 FC0914                          STATION DESCRIPTION
 FC0914
 FC0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0914'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF KINGSTON, 1 MILE
 FC0914'WEST OF THE KINGSTON STEAM PLANT AND ON THE NORTH SIDE OF
 FC0914'THE INTERSTATE HIGHWAY RIGHT-OF-WAY.
 FC0914'
 FC0914'TO REACH THE STATION FROM THE WEST END OF THE WATTS BAR LAKE BRIDGE,
 FC0914'WHICH IS IN THE WEST EDGE OF KINGSTON, GO WEST ON U. S.
 FC0914'HIGHWAY 70 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 FC0914'NORTH, FOR 0.1 MILE TO THE INTERSTATE HIGHWAY, WHICH IS
 FC0914'NOW UNDER CONSTRUCTION, TURN RIGHT, EASTERLY, FOR 0.05 MILE TO THE
 FC0914'STATION.
 FC0914'
 FC0914'STATION MARK IS ABOUT 100 FEET HIGHER THAN THE HIGHWAY AND 2.6 FEET
 FC0914'NORTH OF A WITNESS SIGN. THE MARK IS A STANDARD DISK
 FC0914'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED STEAM 1960.
 FC0914'
 FC0914'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION. THE MARK
 FC0914'IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FC0914'STAMPED STEAM NO 1 1960.
 FC0914'
 FC0914'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE POST, SET
 FC0914'FLUSH, AND IS STAMPED STEAM NO 2 1960.
 FC0914'
 FC0914'TRAVERSE STATION PLANT WILL SERVE AS THE AZIMUTH MARK.  SEE
 FC0914'DESCRIPTION THEREOF.
 FC0914'
 FC0914'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC0914
 FC0914                          STATION RECOVERY (1960)
 FC0914
 FC0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0914'2.4 MI NW FROM KINGSTON.
 FC0914'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0914'ST. FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY
 FC0914'40, THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 0.4 MILE
 FC0914'NORTHWEST ON U.S. HIGHWAY 70 TO A SIDE ROAD ON THE RIGHT, TURN
 FC0914'RIGHT, NORTH OF 0.1 MILE TO INTERSTATE HIGHWAY 40 NOW UNDER
 FC0914'CONSTRUCTION, TURN RIGHT, EASTERLY FOR 0.05 MILE TO A CUT.  THE
 FC0914'STATION MARK IS AT THE TOP OF THE CUT ON THE NORTH SIDE OF THE
 FC0914'HIGHWAY, AND 2.6 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET
 FC0914'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FC0914'ABOUT 100 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FC0914
 FC0914                          STATION RECOVERY (1972)
 FC0914
 FC0914'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0914'RM 1 1960 REPORTED IN GOOD CONDITION.
 FC0914'
 FC0914'DESCRIPTIONS GOOD.
 FC0914'
 FC0914'RM 2 1960 REPORTED IN GOOD CONDITION.
 FC0914'
 FC0914'DESCRIPTIONS GOOD.
 FC0914'
 FC0914'DISTANCE AND DIRECTION FROM NEAREST TOWN W. OF KINGSTON.
 FC0914
 FC0914                          STATION RECOVERY (1972)
 FC0914
 FC0914'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0915 ***********************************************************************
 FC0915  DESIGNATION -  STEAM RM 1
 FC0915  PID         -  FC0915
 FC0915  STATE/COUNTY-  TN/ROANE
 FC0915  USGS QUAD   -  HARRIMAN (1980)
 FC0915
 FC0915                         *CURRENT SURVEY CONTROL
 FC0915  ___________________________________________________________________
 FC0915* NAD 83(1986)-  35 53 27.     (N)    084 31 36.     (W)     SCALED    
 FC0915* NAVD 88     -       251.575  (meters)     825.38   (feet)  ADJUSTED  
 FC0915  ___________________________________________________________________
 FC0915  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0915  DYNAMIC HT  -         251.343 (meters)     824.61  (feet)  COMP
 FC0915  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FC0915
 FC0915  VERT ORDER  -  SECOND    CLASS 0
 FC0915
 FC0915.The horizontal coordinates were scaled from a topographic map and have
 FC0915.an estimated accuracy of +/- 6 seconds.
 FC0915
 FC0915.The orthometric height was determined by differential leveling
 FC0915.and adjusted by the National Geodetic Survey in June 1991..
 FC0915
 FC0915.The geoid height was determined by GEOID03.
 FC0915
 FC0915.The dynamic height is computed by dividing the NAVD 88
 FC0915.geopotential number by the normal gravity value computed on the
 FC0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0915.degrees latitude (g = 980.6199 gals.).
 FC0915
 FC0915.The modeled gravity was interpolated from observed gravity values.
 FC0915
 FC0915;                    North         East    Units  Estimated Accuracy
 FC0915;SPC TN       -   173,800.      733,010.      MT  (+/- 180 meters Scaled)
 FC0915
 FC0915                          SUPERSEDED SURVEY CONTROL
 FC0915
 FC0915  NGVD 29 (??/??/92)  251.685  (m)          825.74   (f) ADJ UNCH    2 0
 FC0915
 FC0915.Superseded values are not recommended for survey control.
 FC0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0915.See file dsdata.txt to determine how the superseded data were derived.
 FC0915
 FC0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232746(NAD 83)
 FC0915_MARKER: DR = REFERENCE MARK DISK
 FC0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0915_STAMPING: STEAM NO 1 1960
 FC0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0915+STABILITY: SURFACE MOTION
 FC0915
 FC0915  HISTORY     - Date     Condition        Report By
 FC0915  HISTORY     - 1960     MONUMENTED       CGS
 FC0915
 FC0915                          STATION DESCRIPTION
 FC0915
 FC0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0915'2.4 MI NW FROM KINGSTON.
 FC0915'THIS MARK IS LOCATED AT THE STEAM 1960 STATION SITE, 29.4 FT.
 FC0915'NORTHEAST OF A WITNESS SIGN, AND 26.9 FT. NORTHEAST OF THE
 FC0915'STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FC0915'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0913 ***********************************************************************
 FC0913  DESIGNATION -  STEAM RM 2
 FC0913  PID         -  FC0913
 FC0913  STATE/COUNTY-  TN/ROANE
 FC0913  USGS QUAD   -  HARRIMAN (1980)
 FC0913
 FC0913                         *CURRENT SURVEY CONTROL
 FC0913  ___________________________________________________________________
 FC0913* NAD 83(1986)-  35 53 27.     (N)    084 31 36.     (W)     SCALED    
 FC0913* NAVD 88     -       252.095  (meters)     827.08   (feet)  ADJUSTED  
 FC0913  ___________________________________________________________________
 FC0913  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0913  DYNAMIC HT  -         251.863 (meters)     826.32  (feet)  COMP
 FC0913  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FC0913
 FC0913  VERT ORDER  -  SECOND    CLASS 0
 FC0913
 FC0913.The horizontal coordinates were scaled from a topographic map and have
 FC0913.an estimated accuracy of +/- 6 seconds.
 FC0913
 FC0913.The orthometric height was determined by differential leveling
 FC0913.and adjusted by the National Geodetic Survey in June 1991..
 FC0913
 FC0913.The geoid height was determined by GEOID03.
 FC0913
 FC0913.The dynamic height is computed by dividing the NAVD 88
 FC0913.geopotential number by the normal gravity value computed on the
 FC0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0913.degrees latitude (g = 980.6199 gals.).
 FC0913
 FC0913.The modeled gravity was interpolated from observed gravity values.
 FC0913
 FC0913;                    North         East    Units  Estimated Accuracy
 FC0913;SPC TN       -   173,800.      733,010.      MT  (+/- 180 meters Scaled)
 FC0913
 FC0913                          SUPERSEDED SURVEY CONTROL
 FC0913
 FC0913  NGVD 29 (??/??/92)  252.205  (m)          827.44   (f) ADJ UNCH    2 0
 FC0913
 FC0913.Superseded values are not recommended for survey control.
 FC0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0913.See file dsdata.txt to determine how the superseded data were derived.
 FC0913
 FC0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232746(NAD 83)
 FC0913_MARKER: DR = REFERENCE MARK DISK
 FC0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0913_STAMPING: STEAM NO 2 1960
 FC0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0913+STABILITY: SURFACE MOTION
 FC0913
 FC0913  HISTORY     - Date     Condition        Report By
 FC0913  HISTORY     - 1960     MONUMENTED       CGS
 FC0913
 FC0913                          STATION DESCRIPTION
 FC0913
 FC0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0913'2.4 MI NW FROM KINGSTON.
 FC0913'THIS MARK IS LOCATED AT THE STEAM 1960 STATION SITE, 25.5 FT.
 FC0913'NORTHWEST OF A WITNESS SIGN, AND 23.1 FT. NORTHWEST OF THE
 FC0913'STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FC0913'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2678 ***********************************************************************
 AJ2678  DESIGNATION -  STEEL
 AJ2678  PID         -  AJ2678
 AJ2678  STATE/COUNTY-  TN/SHELBY
 AJ2678  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2678
 AJ2678                         *CURRENT SURVEY CONTROL
 AJ2678  ___________________________________________________________________
 AJ2678* NAD 83(1995)-  35 02 57.08987(N)    090 09 12.45507(W)     ADJUSTED  
 AJ2678* NAVD 88     -        64.01   (meters)     210.0    (feet)  LEVELING  
 AJ2678  ___________________________________________________________________
 AJ2678  X           -     -14,000.734 (meters)                     COMP
 AJ2678  Y           -  -5,227,306.055 (meters)                     COMP
 AJ2678  Z           -   3,642,357.097 (meters)                     COMP
 AJ2678  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2678  ELLIP HEIGHT-          36.77  (meters)          (04/26/01) GPS OBS
 AJ2678  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ2678
 AJ2678  HORZ ORDER  -  FIRST
 AJ2678  VERT ORDER  -  THIRD ?
 AJ2678  ELLP ORDER  -  FOURTH    CLASS I
 AJ2678
 AJ2678.The horizontal coordinates were established by GPS observations
 AJ2678.and adjusted by the National Geodetic Survey in April 2001..
 AJ2678
 AJ2678.The orthometric height was determined by differential leveling.
 AJ2678.The vertical network tie was performed by a horz. field party for horz.
 AJ2678.obs reductions. Reset procedures were used to establish the elevation.
 AJ2678
 AJ2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2678
 AJ2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2678
 AJ2678.The ellipsoidal height was determined by GPS observations
 AJ2678.and is referenced to NAD 83.
 AJ2678
 AJ2678.The geoid height was determined by GEOID03.
 AJ2678
 AJ2678;                    North         East     Units Scale Factor Converg.
 AJ2678;SPC TN       -    87,465.771   221,163.333   MT  1.00004150   -2 25 53.8
 AJ2678;SPC TN       -   286,960.62    725,600.04   sFT  1.00004150   -2 25 53.8
 AJ2678;UTM  15      - 3,882,203.849   759,632.615   MT  1.00043086   +1 38 08.2
 AJ2678
 AJ2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2678!SPC TN       -   0.99999423  x   1.00004150  =   1.00003573
 AJ2678!UTM  15      -   0.99999423  x   1.00043086  =   1.00042509
 AJ2678
 AJ2678                          SUPERSEDED SURVEY CONTROL
 AJ2678
 AJ2678.No superseded survey control is available for this station.
 AJ2678
 AJ2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5963382204(NAD 83)
 AJ2678_MARKER: DD = SURVEY DISK
 AJ2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2678_MARK LOGO: TN1620
 AJ2678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2678+STABILITY: SURFACE MOTION
 AJ2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2678+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 AJ2678
 AJ2678  HISTORY     - Date     Condition        Report By
 AJ2678  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2678  HISTORY     - 20030407 GOOD             TN1620
 AJ2678
 AJ2678                          STATION DESCRIPTION
 AJ2678
 AJ2678'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (KG)
 AJ2678'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2678'MILES (3.22 KM) SOUTH OF ALLEN STEAM PLANT IN THE PIDGEON INDUSTRIAL
 AJ2678'PARK.
 AJ2678'TO REACH THE STATION FROM THE INTERSECTION OF WEST PLANT ROAD AND
 AJ2678'RIVERPORT ROAD PROCEED WEST ON RIVERPORT ROAD APPROXIMATELY 0.75 MILE
 AJ2678'(1.21 KM) TO WHERE RIVERPORT ROAD TURNS SOUTH AND BECOMES PAUL R.
 AJ2678'LOWERY ROAD, CONTINUE SOUTH ON PAUL R.  LOWERY APPROXIMATELY 1.30 MILE
 AJ2678'(2.09 KM) TO DRIVE ENTRANCE TO STEEL PLANT.  THE STATION IS ON THE
 AJ2678'RIGHT.
 AJ2678'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2678'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2678'THE GROUND.  THE STATION IS LOCATED 143.00 FEET (43.59 M) SOUTH OF THE
 AJ2678'ASPHALT DRIVEWAY TO STEEL PLANT, 67.00 FEET (20.42 M) WEST OF THE
 AJ2678'CENTERLINE OF PAUL R.  LOWERY ROAD, 74.20 FEET (22.62 M) NORTH OF A
 AJ2678'SEWER MANHOLE, 56.20 FEET (17.13 M) SOUTHEAST OF A WOOD POWER POLE NO.
 AJ2678'265635.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2678
 AJ2678                          STATION RECOVERY (2003)
 AJ2678
 AJ2678'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0321 ***********************************************************************
 FE0321  DESIGNATION -  STEELE
 FE0321  PID         -  FE0321
 FE0321  STATE/COUNTY-  TN/HARDIN
 FE0321  USGS QUAD   -  SAVANNAH (1991)
 FE0321
 FE0321                         *CURRENT SURVEY CONTROL
 FE0321  ___________________________________________________________________
 FE0321* NAD 83(1995)-  35 14 26.93353(N)    088 10 23.88427(W)     ADJUSTED  
 FE0321* NAVD 88     -       135.231  (meters)     443.67   (feet)  ADJUSTED  
 FE0321  ___________________________________________________________________
 FE0321  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FE0321  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE0321  DYNAMIC HT  -         135.109 (meters)     443.27  (feet)  COMP
 FE0321  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FE0321
 FE0321  HORZ ORDER  -  SECOND
 FE0321  VERT ORDER  -  SECOND    CLASS 0
 FE0321
 FE0321.The horizontal coordinates were established by classical geodetic methods
 FE0321.and adjusted by the National Geodetic Survey in April 1999..
 FE0321
 FE0321.The orthometric height was determined by differential leveling
 FE0321.and adjusted by the National Geodetic Survey in June 1991..
 FE0321
 FE0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0321
 FE0321.The geoid height was determined by GEOID03.
 FE0321
 FE0321.The dynamic height is computed by dividing the NAVD 88
 FE0321.geopotential number by the normal gravity value computed on the
 FE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0321.degrees latitude (g = 980.6199 gals.).
 FE0321
 FE0321.The modeled gravity was interpolated from observed gravity values.
 FE0321
 FE0321;                    North         East     Units Scale Factor Converg.
 FE0321;SPC TN       -   102,881.783   402,202.250   MT  1.00000163   -1 16 20.4
 FE0321;SPC TN       -   337,537.98  1,319,558.55   sFT  1.00000163   -1 16 20.4
 FE0321;UTM  16      - 3,900,379.806   393,246.431   MT  0.99974045   -0 40 37.5
 FE0321
 FE0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0321!SPC TN       -   0.99998311  x   1.00000163  =   0.99998474
 FE0321!UTM  16      -   0.99998311  x   0.99974045  =   0.99972357
 FE0321
 FE0321:                Primary Azimuth Mark                     Grid Az
 FE0321:SPC TN       -  STEELE AZ MK                             236 15 29.6
 FE0321:UTM  16      -  STEELE AZ MK                             235 39 46.7
 FE0321
 FE0321|---------------------------------------------------------------------|
 FE0321| PID    Reference Object                     Distance      Geod. Az  |
 FE0321|                                                           dddmmss.s |
 FE0321| FE0320 STEELE AZ MK                                       2345909.2 |
 FE0321| FE0204 RIGHT RESET                         APPROX.13.7 KM 2955701.8 |
 FE0321|---------------------------------------------------------------------|
 FE0321
 FE0321                          SUPERSEDED SURVEY CONTROL
 FE0321
 FE0321  NAD 83(1995)-  35 14 26.93725(N)    088 10 23.88325(W) AD(       ) 2
 FE0321  NAD 83(1995)-  35 14 26.93758(N)    088 10 23.88295(W) AD(       ) 2
 FE0321  NAD 83(1995)-  35 14 26.94049(N)    088 10 23.88289(W) AD(       ) 2
 FE0321  NAD 83(1986)-  35 14 26.94269(N)    088 10 23.88288(W) AD(       ) 2
 FE0321  NAD 27      -  35 14 26.65710(N)    088 10 23.75080(W) AD(       ) 2
 FE0321  NGVD 29 (??/??/??)  135.249  (m)          443.73   (f) ADJUSTED    2 0
 FE0321
 FE0321.Superseded values are not recommended for survey control.
 FE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0321.See file dsdata.txt to determine how the superseded data were derived.
 FE0321
 FE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9324600380(NAD 83)
 FE0321_MARKER: DS = TRIANGULATION STATION DISK
 FE0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0321_STAMPING: STEELE 1962
 FE0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0321+STABILITY: SURFACE MOTION
 FE0321
 FE0321  HISTORY     - Date     Condition        Report By
 FE0321  HISTORY     - 1962     MONUMENTED       TNHD
 FE0321  HISTORY     - 1962     GOOD             TNHD
 FE0321  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 FE0321  HISTORY     - 1976     MARK NOT FOUND   NGS
 FE0321
 FE0321                          STATION DESCRIPTION
 FE0321
 FE0321'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0321'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SAVANNAH.
 FE0321'
 FE0321'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH GO
 FE0321'4.7 MILES EAST TO A DRIVE WAY RIGHT, TURN RIGHT, AND GO 0.1 MILE
 FE0321'NORTH TO A FRAME HOUSE AND THE STATION AS DESCRIBED.
 FE0321'
 FE0321'THE SURFACE MARK DISK IS CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE
 FE0321'MONUMENT.  IT IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE0321'HOUSE, 31 FEET EAST OF A POWER POLE, 18 FEET SOUTH OF A FENCE AND 10
 FE0321'FEET NORTHEAST OF A 10-INCH ELM TREE.
 FE0321'
 FE0321'NO UNDERGROUND MARK AND NO RMS WERE POURED AT THIS STATION SITE.
 FE0321'
 FE0321'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0321'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE DISK
 FE0321'IS STAMPED STEELE AZI 1962.  IT IS 32 FEET NORTH OF THE CENTER OF
 FE0321'STATE ROUTE 15, 19 FEET SOUTHEAST OF A TWIN TRUNK 5 INCH CEDAR
 FE0321'TREE, 3 FEET NORTH OF A UTILITY POLE, AND 2.9 FEET NORTH OF A WITNESS
 FE0321'POST.
 FE0321'
 FE0321'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY RIGHT, GO 0.1 MILE WEST
 FE0321'ON STATE ROUTE 15 TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0321'
 FE0321'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FE0321
 FE0321                          STATION RECOVERY (1962)
 FE0321
 FE0321'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0321'4.7 MI E FROM SAVANNAH.
 FE0321'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON
 FE0321'U.S. HIGHWAY 64 FOR 4.7 MILES TO A DRIVEWAY RIGHT.  TURN RIGHT
 FE0321'AND GO 0.1 MILE NORTH TO A FRAME HOUSE AND THE STATION.  THE
 FE0321'STATION IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE0321'HOUSE, 31 FEET EAST OF A POWER POLE, AND 18 FEET SOUTH OF A
 FE0321'FENCE AND 10 FEET NORTHEAST OF A 10-INCH ELM TREE.  THE MARK IS
 FE0321'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FE0321'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FE0321
 FE0321                          STATION RECOVERY (1972)
 FE0321
 FE0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JOG)
 FE0321'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0321'
 FE0321'BELIEVE TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 FE0321'
 FE0321'STEELE AZ MK-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0321'
 FE0321'SEARCHED FOR BUT NOT FOUND.
 FE0321'
 FE0321'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.0 MILES EAST OF
 FE0321'SAVANNAH.
 FE0321
 FE0321                          STATION RECOVERY (1976)
 FE0321
 FE0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0321'A SEARCH WAS MADE FOR THE STATION AND AZIMUTH MARK BUT NOTHING WAS
 FE0321'FOUND AT THIS TIME.  THE AZIMUTH MARK MAY HAVE BEEN DESTROYED BY
 FE0321'ROAD WORK BUT THE STATION MARK WAS TOO FAR FROM THE ROAD TO HAVE
 FE0321'BEEN DESTROYED.  THE TO REACH IN THE ORIGINAL DESCRIPTION IS
 FE0321'POOR.  IT SAID TO GO EAST ON HIGHWAY FOR 4.7 MILES TO A DRIVEWAY
 FE0321'RIGHT.  TURN RIGHT AND GO NORTH.  IF A PERSON TURNED RIGHT HE
 FE0321'WOULD BE GOING SOUTH.
 FE0321'
 FE0321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 FE0321'EAST OF SAVANNAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0320 ***********************************************************************
 FE0320  DESIGNATION -  STEELE AZ MK
 FE0320  PID         -  FE0320
 FE0320  STATE/COUNTY-  TN/HARDIN
 FE0320  USGS QUAD   -  SAVANNAH (1991)
 FE0320
 FE0320                         *CURRENT SURVEY CONTROL
 FE0320  ___________________________________________________________________
 FE0320* NAD 83(1986)-  35 14 26.     (N)    088 10 23.     (W)     SCALED    
 FE0320* NAVD 88     -       128.352  (meters)     421.10   (feet)  ADJUSTED  
 FE0320  ___________________________________________________________________
 FE0320  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE0320  DYNAMIC HT  -         128.236 (meters)     420.72  (feet)  COMP
 FE0320  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FE0320
 FE0320  VERT ORDER  -  SECOND    CLASS 0
 FE0320
 FE0320.The horizontal coordinates were scaled from a topographic map and have
 FE0320.an estimated accuracy of +/- 6 seconds.
 FE0320
 FE0320.The orthometric height was determined by differential leveling
 FE0320.and adjusted by the National Geodetic Survey in June 1991..
 FE0320
 FE0320.The geoid height was determined by GEOID03.
 FE0320
 FE0320.The dynamic height is computed by dividing the NAVD 88
 FE0320.geopotential number by the normal gravity value computed on the
 FE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0320.degrees latitude (g = 980.6199 gals.).
 FE0320
 FE0320.The modeled gravity was interpolated from observed gravity values.
 FE0320
 FE0320;                    North         East    Units  Estimated Accuracy
 FE0320;SPC TN       -   102,850.      402,220.      MT  (+/- 180 meters Scaled)
 FE0320
 FE0320                          SUPERSEDED SURVEY CONTROL
 FE0320
 FE0320  NGVD 29 (??/??/??)  128.370  (m)          421.16   (f) ADJUSTED    2 0
 FE0320
 FE0320.Superseded values are not recommended for survey control.
 FE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0320.See file dsdata.txt to determine how the superseded data were derived.
 FE0320
 FE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE932003(NAD 83)
 FE0320_MARKER: DZ = AZIMUTH MARK DISK
 FE0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0320_STAMPING: STEEL AZI 1962
 FE0320_MARK LOGO: TNHD  
 FE0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0320+STABILITY: SURFACE MOTION
 FE0320
 FE0320  HISTORY     - Date     Condition        Report By
 FE0320  HISTORY     - 1962     MONUMENTED       TNHD
 FE0320
 FE0320                          STATION DESCRIPTION
 FE0320
 FE0320'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0320'4.6 MI E FROM SAVANNAH.
 FE0320'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON U.S.
 FE0320'HIGHWAY 64 FOR 4.6 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FE0320'MARK IS 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 19
 FE0320'FEET SOUTHEAST OF A TWIN TRUNK 5-INCH CEDAR TREE, 3 FEET NORTH OF
 FE0320'A UTILITY POLE, AND 2.9 FEET NORTH OF A WITNESS POST.  THE MARK
 FE0320'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FE0320'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2572 ***********************************************************************
 GB2572  DESIGNATION -  STEPH
 GB2572  PID         -  GB2572
 GB2572  STATE/COUNTY-  TN/MORGAN
 GB2572  USGS QUAD   -  PETROS (1979)
 GB2572
 GB2572                         *CURRENT SURVEY CONTROL
 GB2572  ___________________________________________________________________
 GB2572* NAD 83(1995)-  36 03 43.53628(N)    084 26 53.55023(W)     ADJUSTED  
 GB2572* NAVD 88     -       397.1    (meters)    1303.     (feet)  VERTCON   
 GB2572  ___________________________________________________________________
 GB2572  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 GB2572  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2572
 GB2572  HORZ ORDER  -  SECOND
 GB2572
 GB2572.The horizontal coordinates were established by classical geodetic methods
 GB2572.and adjusted by the National Geodetic Survey in April 1999..
 GB2572
 GB2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2572
 GB2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2572
 GB2572.The geoid height was determined by GEOID03.
 GB2572
 GB2572;                    North         East     Units Scale Factor Converg.
 GB2572;SPC TN       -   192,913.292   739,793.521   MT  0.99995629   +0 54 30.5
 GB2572;SPC TN       -   632,916.36  2,427,139.24   sFT  0.99995629   +0 54 30.5
 GB2572;UTM  16      - 3,993,849.479   729,830.008   MT  1.00025090   +1 30 10.1
 GB2572
 GB2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2572!SPC TN       -   0.99994235  x   0.99995629  =   0.99989864
 GB2572!UTM  16      -   0.99994235  x   1.00025090  =   1.00019323
 GB2572
 GB2572|---------------------------------------------------------------------|
 GB2572| PID    Reference Object                     Distance      Geod. Az  |
 GB2572|                                                           dddmmss.s |
 GB2572| DC2490 STEPH RM 1                            8.158 METERS 13027     |
 GB2572| DC2489 STEPH AZ MK                                        3214658.3 |
 GB2572| DC2491 STEPH RM 2                           16.466 METERS 32925     |
 GB2572|---------------------------------------------------------------------|
 GB2572
 GB2572                          SUPERSEDED SURVEY CONTROL
 GB2572
 GB2572  NAD 83(1995)-  36 03 43.54288(N)    084 26 53.55057(W) AD(       ) 2
 GB2572  NAD 83(1995)-  36 03 43.54794(N)    084 26 53.54970(W) AD(       ) 2
 GB2572  NAD 83(1986)-  36 03 43.54863(N)    084 26 53.54886(W) AD(       ) 2
 GB2572  NAD 27      -  36 03 43.27278(N)    084 26 53.79377(W) AD(       ) 2
 GB2572  NGVD 29 (07/19/86)  397.2    (m)         1303.     (f) VERT ANG       
 GB2572
 GB2572.Superseded values are not recommended for survey control.
 GB2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2572.See file dsdata.txt to determine how the superseded data were derived.
 GB2572
 GB2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2983093849(NAD 83)
 GB2572_MARKER: DG = GRAVITY STATION DISK
 GB2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2572
 GB2572  HISTORY     - Date     Condition        Report By
 GB2572  HISTORY     - 1965     MONUMENTED       TNHD
 GB2572
 GB2572                          STATION DESCRIPTION
 GB2572
 GB2572'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2572'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF OLIVER SPRINGS.
 GB2572'
 GB2572'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2572'ROUTE 116 SOUTH OF
 GB2572'PETROS, GO SOUTHEASTERLY ON STATE ROUTE 62 FOR 1.1 MILES
 GB2572'TO THE MARK ON THE LEFT ATOP A
 GB2572'SMALL BANK.
 GB2572'
 GB2572'THE STATION MARK IS 38 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2572'STATE ROUTE 62, 31
 GB2572'FEET EAST OF A UTILITY POLE, 6.8 FEET WEST OF A WITNESS
 GB2572'POST AND ABOUT 2 FEET NORTHEAST
 GB2572'OF THE EDGE OF THE BANK OF A HIGHWAY
 GB2572'CUT.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GB2572'FLUSH, CONCRETE
 GB2572'MONUMENT AND THE DISK IS STAMPED STEPH 1965.  NO UNDERGROUND MARK WAS
 GB2572'ESTABLISHED AT
 GB2572'THIS STATION.
 GB2572'
 GB2572'REFERENCE MARK NO. 1 IS 41 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB2572'OF STATE ROUTE 62
 GB2572'AND 2 FEET NORTHEAST OF THE EDGE OF THE BANK OF A
 GB2572'HIGHWAY CUT.  IT IS A STANDARD
 GB2572'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2572'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2572'THE DISK IS STAMPED
 GB2572'STEPH RM-1 1965.
 GB2572'
 GB2572'REFERENCE MARK NO. 2 IS 52 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB2572'OF STATE ROUTE 62,
 GB2572'32 FEET NORTH OF A UTILITY POLE AND 26 FEET SOUTH
 GB2572'OF THE APPROXIMATE CENTER OF A
 GB2572'GRAVELED DRIVE.  IT IS A STANDARD
 GB2572'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GB2572'IN A DRILLED HOLE IN
 GB2572'OUTCROPPING BEDROCK AND THE DISK IS STAMPED STEPH RM-2 1965.
 GB2572'
 GB2572'THE AZIMUTH MARK IS 42 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2572'STATE ROUTE 62 AND
 GB2572'1.9 FEET WEST OF A HIGHWAY SIGN WITH A WITNESS
 GB2572'POST ATTACHED TO IT.  IT IS A
 GB2572'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2572'DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GB2572'SOUTHEAST WINGWALL OF
 GB2572'THE SOUTH SIDE OF A BRIDGE OVER CROOKED CREEK AND THE DISK IS
 GB2572'STAMPED STEPH AZI
 GB2572'1965.
 GB2572'
 GB2572'TO REACH THE AZIMUTH FROM THE STATION, GO 0.5 MILE NORTHWEST ON STATE
 GB2572'ROUTE 62 TO THE
 GB2572'MARK ON THE LEFT.
 GB2572'
 GB2572'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2572'
 GB2572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1125 ***********************************************************************
 FD1125  DESIGNATION -  STERLING
 FD1125  PID         -  FD1125
 FD1125  STATE/COUNTY-  TN/HUMPHREYS
 FD1125  USGS QUAD   -  LOBELVILLE (1968)
 FD1125
 FD1125                         *CURRENT SURVEY CONTROL
 FD1125  ___________________________________________________________________
 FD1125* NAD 83(1995)-  35 52 21.85786(N)    087 51 16.06628(W)     ADJUSTED  
 FD1125* NAVD 88     -       213.231  (meters)     699.58   (feet)  ADJUSTED  
 FD1125  ___________________________________________________________________
 FD1125  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FD1125  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1125  DYNAMIC HT  -         213.049 (meters)     698.98  (feet)  COMP
 FD1125  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1125
 FD1125  HORZ ORDER  -  SECOND
 FD1125  VERT ORDER  -  SECOND    CLASS 0
 FD1125
 FD1125.The horizontal coordinates were established by classical geodetic methods
 FD1125.and adjusted by the National Geodetic Survey in April 1999..
 FD1125
 FD1125.The orthometric height was determined by differential leveling
 FD1125.and adjusted by the National Geodetic Survey in June 1991..
 FD1125
 FD1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1125
 FD1125.The geoid height was determined by GEOID03.
 FD1125
 FD1125.The dynamic height is computed by dividing the NAVD 88
 FD1125.geopotential number by the normal gravity value computed on the
 FD1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1125.degrees latitude (g = 980.6199 gals.).
 FD1125
 FD1125.The modeled gravity was interpolated from observed gravity values.
 FD1125
 FD1125;                    North         East     Units Scale Factor Converg.
 FD1125;SPC TN       -   172,382.032   432,545.186   MT  0.99994863   -1 05 08.4
 FD1125;SPC TN       -   565,556.72  1,419,108.66   sFT  0.99994863   -1 05 08.4
 FD1125;UTM  16      - 3,970,170.474   422,864.851   MT  0.99967331   -0 30 02.6
 FD1125
 FD1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1125!SPC TN       -   0.99997099  x   0.99994863  =   0.99991962
 FD1125!UTM  16      -   0.99997099  x   0.99967331  =   0.99964431
 FD1125
 FD1125|---------------------------------------------------------------------|
 FD1125| PID    Reference Object                     Distance      Geod. Az  |
 FD1125|                                                           dddmmss.s |
 FD1125| FD1124 STERLING RM 1                        22.750 METERS 09341     |
 FD1125| FD1114 REESE                               APPROX. 4.5 KM 2555550.4 |
 FD1125| FD1126 STERLING RM 2                        24.186 METERS 34520     |
 FD1125|---------------------------------------------------------------------|
 FD1125
 FD1125                          SUPERSEDED SURVEY CONTROL
 FD1125
 FD1125  NAD 83(1995)-  35 52 21.85924(N)    087 51 16.07089(W) AD(       ) 2
 FD1125  NAD 83(1986)-  35 52 21.86804(N)    087 51 16.06715(W) AD(       ) 2
 FD1125  NAD 27      -  35 52 21.64030(N)    087 51 15.97170(W) AD(       ) 2
 FD1125  NGVD 29 (??/??/92)  213.266  (m)          699.69   (f) ADJ UNCH    2 0
 FD1125
 FD1125.Superseded values are not recommended for survey control.
 FD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1125.See file dsdata.txt to determine how the superseded data were derived.
 FD1125
 FD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2286570170(NAD 83)
 FD1125_MARKER: DS = TRIANGULATION STATION DISK
 FD1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1125_STAMPING: STERLING 1959
 FD1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1125+STABILITY: SURFACE MOTION
 FD1125
 FD1125  HISTORY     - Date     Condition        Report By
 FD1125  HISTORY     - 1959     MONUMENTED       CGS
 FD1125  HISTORY     - 1967     GOOD             CGS
 FD1125  HISTORY     - 1967     GOOD             NGS
 FD1125  HISTORY     - 1973     GOOD             TVA
 FD1125
 FD1125                          STATION DESCRIPTION
 FD1125
 FD1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1125'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF WAVERLY, 5
 FD1125'MILES SOUTH-SOUTHEAST
 FD1125'OF BAKERVILLE, 5 MILES EAST OF THE TENNESSEE RIVER
 FD1125'AND ON THE HIGHEST POINT OF A
 FD1125'WOODED RIDGE AT THE HEAD OF STERLING HOLLOW.
 FD1125'HOLLOW.
 FD1125'
 FD1125'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1125'STATE HIGHWAY NO 13 FOR
 FD1125'10.85 MILES TO A STEEL BRIDGE OVER DUCK RIVER, CONTINUE
 FD1125'SOUTH ON STATE HIGHWAY NO 13
 FD1125'FOR 4.25 MILES TO A SIDE ROAD ON THE
 FD1125'RIGHT, (ABOUT 0.1 MILE BEFORE REACHING ESSO
 FD1125'SERVICE STATION) TURN
 FD1125'RIGHT AND GO WEST FOR 0.4 MILE TO A T-JUNCTION AT BUFFALO
 FD1125'STORE, TURN LEFT
 FD1125'AND GO SOUTH ON THE GRAVELED ROAD FOR 1.3 MILES TO A FORK, KEEP
 FD1125'RIGHT FORK AND GO 0.25
 FD1125'MILE TO BRIDGE OVER BUFFALO RIVER, CONTINUE
 FD1125'SOUTH AND WEST ON GRAVELED ROAD FOR 1.45
 FD1125'MILES TO REVERSE-Y, KEEP
 FD1125'LEFT STRAIGHT AHEAD AND GO 0.8 MILE TO THE SUMMIT OF DIVIDE
 FD1125'AT SIDE ROAD
 FD1125'LEFT, CONTINUE ABOUT 50 FEET ON GRAVELED ROAD TO A TRACK ROAD
 FD1125'RIGHT, TURN RIGHT ON
 FD1125'TRACK ROAD AND FOLLOW IT ALONG RIDGE FOR 0.9
 FD1125'MILE TO A TRIANGULAR BLAZED TREE ON THE
 FD1125'LEFT AND THE STATION SITE ON
 FD1125'THE HIGHEST POINT.
 FD1125'
 FD1125'THE STATION MARK IS A STANDARD STATION DISK STAMPED STERLING 1959.
 FD1125'THE DISK IS CEMENTED IN A
 FD1125'10-INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES
 FD1125'ABOVE THE SURFACE OF THE GROUND.
 FD1125'IT IS 22 FEET EAST-SOUTHEAST OF A
 FD1125'TRIANGULAR BLAZED TREE, 4 FEET EAST OF A WITNESS
 FD1125'SIGN AND ON ABOUT
 FD1125'THE HIGHEST PART OF RIDGE.
 FD1125'
 FD1125'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 FD1125'INCHES BELOW THE SURFACE
 FD1125'OF THE GROUND AND IS STAMPED STERLING 1959.
 FD1125'
 FD1125'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED STERLING NO
 FD1125'1 1959.  THE DISK IS
 FD1125'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1125'INCHES ABOVE THE SURFACE OF
 FD1125'THE GROUND.  IT IS 42 FEET SOUTHWEST OF
 FD1125'THE CENTER OF A TRACK ROAD, 9 FEET SOUTH OF A
 FD1125'TRIANGULAR BLAZED TREE
 FD1125'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FD1125'
 FD1125'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED STERLING NO
 FD1125'2 1959.  THE DISK IS
 FD1125'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 3
 FD1125'INCHES ABOVE THE SURFACE OF
 FD1125'THE GROUND.  IT IS 23 FEET WEST-SOUTHWEST
 FD1125'OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTH OF
 FD1125'A TRIANGULAR BLAZED
 FD1125'TREE AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 FD1125'
 FD1125'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1125'SUITABLE SITE.
 FD1125'
 FD1125'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 FD1125
 FD1125                          STATION RECOVERY (1967)
 FD1125
 FD1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1125'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD1125'CONDITION.
 FD1125'HOWEVER, DUE TO CHANGES CAUSED BY THE CONSTRUCTION OF NEW
 FD1125'INTERSTATE ROUTE 40, THE
 FD1125'ORIGINAL STATION TO-REACH IS NO LONGER ADEQUATE.
 FD1125'ADEQUATE.
 FD1125'
 FD1125'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1125'
 FD1125'THE STATION IS LOCATED ON TOP OF A HIGH, HEAVILY TIMBERED RIDGE AT
 FD1125'THE HEAD OF
 FD1125'STERLING HOLLOW, ABOUT 15 MILES SOUTH-SOUTHWEST OF
 FD1125'WAVERLY, 5 MILES EAST OF THE
 FD1125'TENNESSEE RIVER, 4.5 MILES SOUTHWEST OF
 FD1125'THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40,
 FD1125'AND JUST NORTH OF THE
 FD1125'PERRY-HUMPHREY COUNTY LINE.
 FD1125'
 FD1125'TO REACH FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE
 FD1125'SQUARE AT THE
 FD1125'JUNCTION OF U S HIGHWAY 70 AND STATE ROUTE 13 IN
 FD1125'WAVERLY, GO SOUTHERLY ON STATE
 FD1125'ROUTE 13 FOR 15.35 MILES TO THE
 FD1125'BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40.  HERE
 FD1125'CONTINUE SOUTH ON
 FD1125'STATE ROUTE 13 FOR 0.95 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT,
 FD1125'WEST, ON THE
 FD1125'GRAVELED ROAD AND GO 0.35 MILE TO A GRAVELED T ROAD ON
 FD1125'THE RIGHT, CONTINUE WEST ON THE
 FD1125'GRAVELED ROAD FOR 0.25 MILE TO A NEW
 FD1125'CONCRETE BRIDGE OVER THE BUFFALO RIVER.  HERE TURN
 FD1125'LEFT, CROSSING THE
 FD1125'RIVER, AND GO SOUTHWESTERLY AND WEST ON A GRAVELED ROAD FOR 1.4 MILES
 FD1125'TO A REVERSE Y ON
 FD1125'THE RIGHT, CONTINUE SOUTHWESTERLY ON A VERY WINDING
 FD1125'ROAD FOR 0.8 MILE TO THE SUMMIT OF
 FD1125'THE HILL AND A REVERSE Y ON THE
 FD1125'LEFT.  CONTINUE ABOUT 50 FEET TO A WOODS ROAD ON THE
 FD1125'RIGHT, TURN
 FD1125'RIGHT, NORTHWESTERLY, AND FOLLOW WOODS ROAD ALONG THE TOP OF THE
 FD1125'RIDGE FOR 0.9 MILE
 FD1125'TO A 20-INCH, TRIANGLE BLAZED OAK TREE ON THE LEFT
 FD1125'AND THE STATION ON THE LEFT ABOUT 25
 FD1125'PACES BACK IN THE WOODS.
 FD1125'DESCRIBED.
 FD1125'
 FD1125'THE STATION IS LOCATED ON THE HIGHEST POINT IN THE IMMEDIATE AREA,
 FD1125'ABOUT 25 PACES
 FD1125'SOUTHEAST OF THE TRACK ROAD, 22 FEET EAST-SOUTHEAST OF
 FD1125'A 16-INCH, TRIANGLE BLAZED OAK
 FD1125'TREE, AND 3.9 FEET EAST OF A METAL
 FD1125'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FD1125'IN THE TOP OF A
 FD1125'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND
 FD1125'THE DISK IS STAMPED STERLING 1959.
 FD1125'
 FD1125'REFERENCE MARK NO 1 IS 42 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD1125'THE TRACK ROAD, 9
 FD1125'FEET SOUTH OF A 14-INCH, TRIANGLE BLAZED OAK TREE
 FD1125'AND ABOUT 2 FEET BELOW THE ELEVATION
 FD1125'OF THE STATION.  IT IS A
 FD1125'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1125'CONCRETE MONUMENT
 FD1125'THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED STERLING NO 1
 FD1125'1959.
 FD1125'
 FD1125'REFERENCE MARK NO 2 IS 23 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FD1125'CENTER OF THE
 FD1125'TRACK ROAD, 3 FEET SOUTH OF AN 18-INCH, TRIANGLE BLAZED
 FD1125'OAK TREE AND ABOUT 4 FEET BELOW
 FD1125'THE ELEVATION OF THE STATION.  IT IS
 FD1125'A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1125'SQUARE, CONCRETE
 FD1125'MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FD1125'STERLING NO 2 1959.
 FD1125'
 FD1125'DUE TO TREES ON LINE THE REFERENCE MARKS COULD NOT BE MEASURED
 FD1125'BETWEEN.
 FD1125'
 FD1125'NO AZIMUTH MARK WAS EVER SET FOR THIS STATION.
 FD1125'
 FD1125'THIS WAS NOT AN OCCUPIED STATION.
 FD1125
 FD1125                          STATION RECOVERY (1967)
 FD1125
 FD1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FD1125'4.7 MI SW FROM BUFFALO.
 FD1125'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1125'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1125'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST ON A GRAVELED ROAD
 FD1125'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1125'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER THE
 FD1125'BUFFALO RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY
 FD1125'AND WEST ON GRAVELED ROAD FOR 1.4 MILES TO A REVERSE Y RIGHT,
 FD1125'CONTINUE SOUTHWESTERLY ON VERY WINDING ROAD FOR 0.8 MILE TO TOP
 FD1125'OF HILL AND A REVERSE Y LEFT.  CONTINUE ABOUT 50 FEET TO A WOODS
 FD1125'ROAD ON THE RIGHT, TURN RIGHT, NORTHWESTERLY, AND FOLLOW TRACK
 FD1125'ROAD ALONG TOP OF RIDGE FOR 0.9 MILE TO A 20-INCH, TRIANGLE
 FD1125'BLAZED OAK TREE ON THE LEFT AND THE MARK ON THE LEFT ABOUT
 FD1125'25 PACES BACK IN THE WOODS.  IT IS ABOUT 25 PACES SOUTHEAST OF
 FD1125'THE TRACK ROAD, 22 FEET EAST-SOUTHEAST OF A 16-INCH, TRIANGLE
 FD1125'BLAZED OAK TREE AND 3.9 FEET EAST OF A METAL WITNESS POST AND
 FD1125'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1125'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK
 FD1125'IS STAMPED STERLING 1959.
 FD1125
 FD1125                          STATION RECOVERY (1973)
 FD1125
 FD1125'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1125'STERLING RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1125'
 FD1125'ADD TO DESCRIPTION.
 FD1125'STATION IS 1.05 MILES SOUTH FROM INT. HWY. 13
 FD1125'AND I-40 ALONG HWY. 13 TO GRAVEL ROAD RIGHT.  THENCE WEST AND SOUTH
 FD1125'ALONG GRAVEL ROAD 2.05 MILES TO T. ROAD S. W. THENCE ALONG T. ROAD
 FD1125'S. W. 0.85 MILES TO INT. OF GRAVEL ROAD SOUTHEAST AND DIM TRAIL
 FD1125'NORTH, CONTINUE ON DIM TRAIL NORTH FOR 0.9 MILES TO STATION ON LEFT
 FD1125'OF TRAIL.  STATION IS ABOUT 0.2 MI. (SCALED) SOUTH FROM
 FD1125'INTERSTATE I-40 (DIM TRAIL ACCESS BY 4 WHEEL DRIVE VEHICLE).
 FD1125'
 FD1125'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MI.
 FD1125'S. W. OF WAVERLY.
 FD1125'
 FD1125'STERLING RM 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1125'
 FD1125'SEE NEW DESCRIPTION ON STERLING STATION.
 FD1125'
 FD1125'STERLING RM 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1125'
 FD1125'SEE NEW DESCRIPTION ON STERLING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1124 ***********************************************************************
 FD1124  DESIGNATION -  STERLING RM 1
 FD1124  PID         -  FD1124
 FD1124  STATE/COUNTY-  TN/HUMPHREYS
 FD1124  USGS QUAD   -  LOBELVILLE (1968)
 FD1124
 FD1124                         *CURRENT SURVEY CONTROL
 FD1124  ___________________________________________________________________
 FD1124* NAD 83(1986)-  35 52 21.     (N)    087 51 15.     (W)     SCALED    
 FD1124* NAVD 88     -       212.631  (meters)     697.61   (feet)  ADJUSTED  
 FD1124  ___________________________________________________________________
 FD1124  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1124  DYNAMIC HT  -         212.449 (meters)     697.01  (feet)  COMP
 FD1124  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1124
 FD1124  VERT ORDER  -  SECOND    CLASS 0
 FD1124
 FD1124.The horizontal coordinates were scaled from a topographic map and have
 FD1124.an estimated accuracy of +/- 6 seconds.
 FD1124
 FD1124.The orthometric height was determined by differential leveling
 FD1124.and adjusted by the National Geodetic Survey in June 1991..
 FD1124
 FD1124.The geoid height was determined by GEOID03.
 FD1124
 FD1124.The dynamic height is computed by dividing the NAVD 88
 FD1124.geopotential number by the normal gravity value computed on the
 FD1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1124.degrees latitude (g = 980.6199 gals.).
 FD1124
 FD1124.The modeled gravity was interpolated from observed gravity values.
 FD1124
 FD1124;                    North         East    Units  Estimated Accuracy
 FD1124;SPC TN       -   172,360.      432,570.      MT  (+/- 180 meters Scaled)
 FD1124
 FD1124                          SUPERSEDED SURVEY CONTROL
 FD1124
 FD1124  NGVD 29 (??/??/92)  212.666  (m)          697.72   (f) ADJ UNCH    2 0
 FD1124
 FD1124.Superseded values are not recommended for survey control.
 FD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1124.See file dsdata.txt to determine how the superseded data were derived.
 FD1124
 FD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE228701(NAD 83)
 FD1124_MARKER: DR = REFERENCE MARK DISK
 FD1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1124_STAMPING: STERLING NO 1 1959
 FD1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1124+STABILITY: SURFACE MOTION
 FD1124
 FD1124  HISTORY     - Date     Condition        Report By
 FD1124  HISTORY     - 1959     MONUMENTED       CGS
 FD1124  HISTORY     - 1967     GOOD             NGS
 FD1124
 FD1124                          STATION DESCRIPTION
 FD1124
 FD1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1124'4.7 MI SW FROM BUFFALO.
 FD1124'THIS MARK IS LOCATED AT THE STERLING 1959 TRIANGULATION STATION
 FD1124'SITE.  IT IS 74.6 FEET EAST OF THE STATION MARK, 42 FEET
 FD1124'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 9 FEET
 FD1124'SOUTH OF A 14-INCH, TRIANGLE BLAZED OAK TREE.  IT IS A STANDARD
 FD1124'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FD1124'THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED STERLING
 FD1124'NO 1 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1126 ***********************************************************************
 FD1126  DESIGNATION -  STERLING RM 2
 FD1126  PID         -  FD1126
 FD1126  STATE/COUNTY-  TN/HUMPHREYS
 FD1126  USGS QUAD   -  LOBELVILLE (1968)
 FD1126
 FD1126                         *CURRENT SURVEY CONTROL
 FD1126  ___________________________________________________________________
 FD1126* NAD 83(1986)-  35 52 21.     (N)    087 51 15.     (W)     SCALED    
 FD1126* NAVD 88     -       211.991  (meters)     695.51   (feet)  ADJUSTED  
 FD1126  ___________________________________________________________________
 FD1126  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1126  DYNAMIC HT  -         211.810 (meters)     694.91  (feet)  COMP
 FD1126  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1126
 FD1126  VERT ORDER  -  SECOND    CLASS 0
 FD1126
 FD1126.The horizontal coordinates were scaled from a topographic map and have
 FD1126.an estimated accuracy of +/- 6 seconds.
 FD1126
 FD1126.The orthometric height was determined by differential leveling
 FD1126.and adjusted by the National Geodetic Survey in June 1991..
 FD1126
 FD1126.The geoid height was determined by GEOID03.
 FD1126
 FD1126.The dynamic height is computed by dividing the NAVD 88
 FD1126.geopotential number by the normal gravity value computed on the
 FD1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1126.degrees latitude (g = 980.6199 gals.).
 FD1126
 FD1126.The modeled gravity was interpolated from observed gravity values.
 FD1126
 FD1126;                    North         East    Units  Estimated Accuracy
 FD1126;SPC TN       -   172,360.      432,570.      MT  (+/- 180 meters Scaled)
 FD1126
 FD1126                          SUPERSEDED SURVEY CONTROL
 FD1126
 FD1126  NGVD 29 (??/??/92)  212.025  (m)          695.62   (f) ADJ UNCH    2 0
 FD1126
 FD1126.Superseded values are not recommended for survey control.
 FD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1126.See file dsdata.txt to determine how the superseded data were derived.
 FD1126
 FD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE228701(NAD 83)
 FD1126_MARKER: DR = REFERENCE MARK DISK
 FD1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1126_STAMPING: STERLING NO 2 1959
 FD1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1126+STABILITY: SURFACE MOTION
 FD1126
 FD1126  HISTORY     - Date     Condition        Report By
 FD1126  HISTORY     - 1959     MONUMENTED       CGS
 FD1126  HISTORY     - 1967     GOOD             NGS
 FD1126
 FD1126                          STATION DESCRIPTION
 FD1126
 FD1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1126'4.7 MI SW FROM BUFFALO.
 FD1126'THIS MARK IS LOCATED AT THE STERLING 1959 TRIANGULATION STATION
 FD1126'SITE.  IT IS 79.4 FEET NORTH-NORTHWEST OF THE STATION MARK,
 FD1126'23 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK
 FD1126'ROAD AND 3 FEET SOUTH OF AN 18-INCH, TRIANGLE BLAZED OAK TREE.
 FD1126'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1126'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK
 FD1126'IS STAMPED STERLING NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1508 ***********************************************************************
 FD1508  DESIGNATION -  STEVENS
 FD1508  PID         -  FD1508
 FD1508  STATE/COUNTY-  TN/HICKMAN
 FD1508  USGS QUAD   -  PRIMM SPRINGS (1979)
 FD1508
 FD1508                         *CURRENT SURVEY CONTROL
 FD1508  ___________________________________________________________________
 FD1508* NAD 83(1995)-  35 47 35.84633(N)    087 13 49.83835(W)     ADJUSTED  
 FD1508* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 FD1508  ___________________________________________________________________
 FD1508  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FD1508  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1508
 FD1508  HORZ ORDER  -  FIRST
 FD1508
 FD1508.The horizontal coordinates were established by classical geodetic methods
 FD1508.and adjusted by the National Geodetic Survey in April 1999..
 FD1508
 FD1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1508
 FD1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1508
 FD1508.The geoid height was determined by GEOID03.
 FD1508
 FD1508;                    North         East     Units Scale Factor Converg.
 FD1508;SPC TN       -   162,679.984   488,772.451   MT  0.99994865   -0 43 13.4
 FD1508;SPC TN       -   533,725.91  1,603,580.95   sFT  0.99994865   -0 43 13.4
 FD1508;UTM  16      - 3,961,046.266   479,170.524   MT  0.99960535   -0 08 05.3
 FD1508
 FD1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1508!SPC TN       -   0.99996268  x   0.99994865  =   0.99991134
 FD1508!UTM  16      -   0.99996268  x   0.99960535  =   0.99956805
 FD1508
 FD1508:                Primary Azimuth Mark                     Grid Az
 FD1508:SPC TN       -  HAMILTON RM 6                            044 36 15.0
 FD1508:UTM  16      -  HAMILTON RM 6                            044 01 06.9
 FD1508
 FD1508|---------------------------------------------------------------------|
 FD1508| PID    Reference Object                     Distance      Geod. Az  |
 FD1508|                                                           dddmmss.s |
 FD1508| FD1504 HAMILTON RM 6                       APPROX.14.1 KM 0435301.6 |
 FD1508| CG7562 STEVENS AZ MK                                      0482715.6 |
 FD1508| CG7564 STEVENS RM 2                         42.474 METERS 23603     |
 FD1508| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.16.1 KM 3482917.8 |
 FD1508| CG7563 STEVENS RM 1                         32.614 METERS 34924     |
 FD1508|---------------------------------------------------------------------|
 FD1508
 FD1508                          SUPERSEDED SURVEY CONTROL
 FD1508
 FD1508  NAD 83(1995)-  35 47 35.84804(N)    087 13 49.84053(W) AD(       ) 1
 FD1508  NAD 83(1986)-  35 47 35.85740(N)    087 13 49.84095(W) AD(       ) 1
 FD1508  NAD 27      -  35 47 35.61400(N)    087 13 49.80700(W) AD(       ) 1
 FD1508  NGVD 29 (07/19/86)  266.1    (m)          873.     (f) VERT ANG       
 FD1508
 FD1508.Superseded values are not recommended for survey control.
 FD1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1508.See file dsdata.txt to determine how the superseded data were derived.
 FD1508
 FD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7917161046(NAD 83)
 FD1508_MARKER: DS = TRIANGULATION STATION DISK
 FD1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1508
 FD1508  HISTORY     - Date     Condition        Report By
 FD1508  HISTORY     - 1933     MONUMENTED       CGS
 FD1508  HISTORY     - 1953     GOOD             CGS
 FD1508  HISTORY     - 1970     GOOD             NGS
 FD1508
 FD1508                          STATION DESCRIPTION
 FD1508
 FD1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1508'ABOUT 7 MILES WEST-NORTHWEST OF SANTA FE, 3.5 MILES WEST OF STORE AT
 FD1508'FLY, 2 MILES
 FD1508'SOUTHWEST OF PRIMM SPRINGS, ON HIGH POINT OF WOODED
 FD1508'RIDGE NEAR HEAD OF STEVENS
 FD1508'HOLLOW, SOUTH OF DUCK CREEK, AND ON LAND
 FD1508'OWNED EITHER BY BEN HAINES OR MARSHALL
 FD1508'PUCKETT.  TO REACH FROM SANTA
 FD1508'FE, FOLLOW ROAD WEST OVER RIDGE 3.7 MILES TO WATER
 FD1508'VALLEY, JUST PAST
 FD1508'PONY TRUSS BRIDGE TURN RIGHT AND GO 3.2 MILES ALONG LEIPERS CREEK,
 FD1508'TURN LEFT ONTO
 FD1508'T-ROAD JUST BEFORE REACHING PLATE-GIRDER BRIDGE, GO
 FD1508'1.1 MILES TO FORK, FOLLOW LEFT
 FD1508'FORK 2.7 MILES, TURN SHARPLY TO LEFT
 FD1508'ACROSS DOG CREEK AT 24-INCH TRIANGLE-BLAZED BEECH
 FD1508'TREE AND GO 1.1
 FD1508'MILES ON POOR ROAD UP STEVENS HOLLOW TO FORK AT TOP OF RIDGE, AND
 FD1508'FOLLOW LEFT FORK
 FD1508'0.15 MILE TO STATION SITE.  STATION IS 30 FEET EAST
 FD1508'OF ROAD ALONG CREST OF RIDGE, 25
 FD1508'FEET EAST OF 16-INCH BLAZED OAK
 FD1508'TREE, AND IN OLD UNUSED TRAIL.  SURFACE AND
 FD1508'UNDERGROUND MARKS ARE
 FD1508'STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1508'MARK PROJECTS
 FD1508'7 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1508'STANDARD REFERENCE DISKS IN
 FD1508'CONCRETE.  NO 1, PROJECTING 10
 FD1508'INCHES ABOVE GROUND, IS 89 FEET
 FD1508'NORTH-NORTHWEST OF BLAZED OAK AND
 FD1508'107.03 FEET FROM STATION.
 FD1508'NO 2, PROJECTING
 FD1508'9 INCHES ABOVE GROUND, IS 140 FEET SOUTHWEST OF BLAZED OAK,
 FD1508'BETWEEN PRESENT
 FD1508'ROAD AND UNUSED TRAIL, AND 139.39 FEET FROM STATION. NO
 FD1508'1 IS 206 FEET NORTH OF NO 2-  AZIMUTH MARK,
 FD1508'PROJECTING 6 INCHES ABOVE GROUND, IS 80 FEET
 FD1508'EAST OF ROAD FORKS, 15
 FD1508'FEET WEST OF 18-INCH OAK NEAR SHARP CURVE, AND ABOUT 0.15 MILE
 FD1508'FROM STATION.
 FD1508
 FD1508                          STATION RECOVERY (1953)
 FD1508
 FD1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1508'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1508'THE DISTANCES AND
 FD1508'DIRECTIONS TO ALL MARKS WERE CHECKED AND FOUND CORRECT.
 FD1508'A NEW DESCRIPTION FOLLOWS-
 FD1508'
 FD1508'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BON AQUA AND 7 MILES
 FD1508'EAST OF LITTLELOT, ON
 FD1508'THE HIGHEST POINT OF A WOODED RIDGE ON PROPERTY OWNED
 FD1508'BY MR A H DEAN.  IT IS 26 FEET
 FD1508'SOUTHEAST OF AN 18 INCH OAK TREE WITH
 FD1508'A TRIANGLE BLAZE ON THE NORTH SIDE, 14 FEET
 FD1508'SOUTHEAST OF THE CENTER
 FD1508'OF A GRAVEL ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.  THE
 FD1508'MARK PROJECTS
 FD1508'ABOUT 6 INCHES AND THE DISK IS STAMPED STEVENS 1933.
 FD1508'
 FD1508'REFERENCE MARK NO 1 IS 107.03 FEET SOUTHWEST OF THE STATION, 75 FEET
 FD1508'NORTHWEST OF THE CENTER OF
 FD1508'THE GRAVEL ROAD AND 6 FEET NORTHWEST OF A 6 INCH OAK
 FD1508'TREE.  THE MARK PROJECTS ABOUT 8
 FD1508'INCHES AND THE DISK IS STAMPED
 FD1508'STEVENS NO 1 1933.
 FD1508'
 FD1508'REFERENCE MARK NO 2 IS 139.39 FEET SOUTWEST OF THE STATION AND 10
 FD1508'FEET NORTHWEST OF
 FD1508'THE CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT
 FD1508'8 INCHES AND THE DISK IS
 FD1508'STAMPED STEVENS NO 2 1933.
 FD1508'
 FD1508'AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION, 17 FEET NORTHWEST
 FD1508'OF THE CENTER OF A GRAVEL
 FD1508'ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FD1508'THE MARK PROJECTS ABOUT 4 INCHES AND
 FD1508'THE DISK IS STAMPED STEVENS
 FD1508'AZIMUTH 1933.
 FD1508'
 FD1508'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100,
 FD1508'ABOUT 2 MILES SOUTH OF
 FD1508'BON AQUA, GO SOUTHWEST ON HIGHWAY 100 FOR 6.4 MILES TO
 FD1508'A PAVED SIDE ROAD LEFT, TURN LEFT
 FD1508'AND FOLLOW PAVED ROAD FOR 5.7 MILES
 FD1508'TO A SIDE ROAD LEFT JUST BEFORE REACHING THE MAIN
 FD1508'CROSSROAD IN
 FD1508'LITTLELOT, TURN LEFT, PASSING THE METHODIST CHURCH ON THE LEFT AND
 FD1508'FOLLOW GRAVEL
 FD1508'ROAD FOR 0.95 MILE TO A LARGE WOODEN BRIDGE, CONTINUE
 FD1508'AHEAD FOR 0.6 MILE TO A FORK
 FD1508'JUST AFTER PASSING A LARGE HOUSE ON THE
 FD1508'RIGHT AT TOP OF HILL, TURN RIGHT ACROSS CATTLE
 FD1508'GUARD AND FOLLOW MAIN
 FD1508'GRAVEL ROAD FOR 1.3 MILES TO A FORK, KEEP LEFT AND FOLLOW MAIN
 FD1508'ROAD FOR 1.7
 FD1508'MILES TO A CROSSROAD, CONTINUE AHEAD FOR 1.55 MILES TO A SIDE
 FD1508'ROAD RIGHT, CONTINUE AHEAD
 FD1508'FOR 0.4 MILE TO A T INTERSECTION.  TURN
 FD1508'LEFT AND FOLLOW GRAVEL AND DIRT ROAD FOR 1.15
 FD1508'MILE TO THE STATION ON
 FD1508'THE RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO THE
 FD1508'AZIMUTH MARK ON
 FD1508'THE LEFT.
 FD1508'
 FD1508'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1508
 FD1508                          STATION RECOVERY (1970)
 FD1508
 FD1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1508'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FD1508'CONDITION.  THE DISTANCE AND DIRECTION COMPARED FAVORABLE WITH THE
 FD1508'1953 OBSERVATIONS.  THE AZIMUTH MARK WAS OBSTRUCTED BY TREES.  DUE
 FD1508'TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 FD1508'
 FD1508'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST OF CENTERVILLE,
 FD1508'11 MILES SOUTHWEST OF BON AQUA, ON THE HIGHEST POINT OF A TIMBER
 FD1508'COVERED HILL AND ON PROPERTY OWNED BY MR. LEONARD MALUGIN, PRIMM
 FD1508'SPRINGS, TENNESSEE.
 FD1508'
 FD1508'TO REACH THE STATION FROM THE POST OFFICE IN CENTERVILLE, GO
 FD1508'NORTH ON STATE HIGHWAY 48 AND 100 FOR 5.1 MILES TO THE JUNCTION
 FD1508'OF STATE HIGHWAY 48.  CONTINUE NORTH ON STATE HIGHWAY 100 FOR
 FD1508'6.7 MILES TO A PAVED SIDE ROAD ON THE RIGHT.  TAKE RIGHT FORK
 FD1508'NORTHEAST FOR 0.9 MILES TO FORKS.  KEEP RIGHT FORK AND GO
 FD1508'SOUTHEAST FOR 2.4 MILES TO A Y-FORK.  KEEP LEFT FORK FOR 4.1 MILES
 FD1508'TO THE PRIMM SPRINGS POST OFFICE ON THE LEFT.  CONTINUE FOR
 FD1508'0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY
 FD1508'ON GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD JUST AFTER CROSSING
 FD1508'A BRIDGE.  TURN RIGHT AND GO EASTERLY FOR 1.7 MILES TO A SIDE
 FD1508'ROAD RIGHT AT THE BASE OF A STEEP HILL.  TURN RIGHT AND GO
 FD1508'SOUTH UP STEVENS HOLLOW FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 FD1508'RIGHT.  CONTINUE ON GRAVELED ROAD FOR 0.15 MILE TO THE
 FD1508'STATION ON THE LEFT.
 FD1508'
 FD1508'THE STATION MARK IS A STANDARD DISK, STAMPED STEVENS 1933, SET
 FD1508'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6
 FD1508'INCHES.  IT IS 16 FEET EAST OF THE CENTER OF THE GRADED ROAD AND
 FD1508'11 FEET WEST OF A 15 INCH HICKORY TREE WITH TRIANGLE
 FD1508'BLAZE.
 FD1508'
 FD1508'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STEVENS NO 1 1933,
 FD1508'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1508'10 INCHES.  IT IS 75 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 FD1508'GRADED ROAD AND 6 FEET NORTHWEST OF A 6 INCH OAK TREE.
 FD1508'
 FD1508'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STEVENS NO 2 1933,
 FD1508'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1508'12-INCHES.  IT IS 10 FEET WEST OF THE CENTER OF THE CENTER OF
 FD1508'THE GRADED ROAD AND ON THE EDGE OF A GRADED DITCH.
 FD1508'
 FD1508'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FD1508'STEVENS AZIMUTH 1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FD1508'MONUMENT THAT PROJECTS 2-INCHES.  IT IS 17 FEET NORTH-NORTHWEST OF
 FD1508'THE CENTER OF THE GRADED ROAD.  16 FEET SOUTH OF A 15-INCH HICKORY
 FD1508'TREE AND 4 FEET NORTH NORTHWEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2637 ***********************************************************************
 GC2637  DESIGNATION -  STEWART
 GC2637  PID         -  GC2637
 GC2637  STATE/COUNTY-  TN/HOUSTON
 GC2637  USGS QUAD   -  STEWART (1982)
 GC2637
 GC2637                         *CURRENT SURVEY CONTROL
 GC2637  ___________________________________________________________________
 GC2637* NAD 83(1995)-  36 17 47.71793(N)    087 50 52.56298(W)     ADJUSTED  
 GC2637* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2637  ___________________________________________________________________
 GC2637  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GC2637  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC2637
 GC2637  HORZ ORDER  -  SECOND
 GC2637
 GC2637.The horizontal coordinates were established by classical geodetic methods
 GC2637.and adjusted by the National Geodetic Survey in April 1999..
 GC2637
 GC2637.The orthometric height was scaled from a topographic map.
 GC2637
 GC2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2637
 GC2637.The geoid height was determined by GEOID03.
 GC2637
 GC2637;                    North         East     Units Scale Factor Converg.
 GC2637;SPC TN       -   219,391.267   434,022.586   MT  0.99998091   -1 04 54.7
 GC2637;SPC TN       -   719,786.18  1,423,955.77   sFT  0.99998091   -1 04 54.7
 GC2637;UTM  16      - 4,017,178.762   423,864.051   MT  0.99967142   -0 30 07.1
 GC2637
 GC2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2637!SPC TN       -   0.99997252  x   0.99998091  =   0.99995343
 GC2637!UTM  16      -   0.99997252  x   0.99967142  =   0.99964395
 GC2637
 GC2637:                Primary Azimuth Mark                     Grid Az
 GC2637:SPC TN       -  TENN RIDGE METH CHURCH SPIRE             075 13 40.6
 GC2637:UTM  16      -  TENN RIDGE METH CHURCH SPIRE             074 38 53.0
 GC2637
 GC2637|---------------------------------------------------------------------|
 GC2637| PID    Reference Object                     Distance      Geod. Az  |
 GC2637|                                                           dddmmss.s |
 GC2637| GC2638 TENN RIDGE METH CHURCH SPIRE        APPROX. 7.1 KM 0740845.9 |
 GC2637| GC2580 STATE                               APPROX.11.2 KM 0993320.1 |
 GC2637| CG7565 STEWART AZ MK                                      1753534.7 |
 GC2637| CG7566 STEWART RM 1                         25.671 METERS 21033     |
 GC2637| CG7567 STEWART RM 2                         26.320 METERS 31923     |
 GC2637|---------------------------------------------------------------------|
 GC2637
 GC2637                          SUPERSEDED SURVEY CONTROL
 GC2637
 GC2637  NAD 83(1995)-  36 17 47.72008(N)    087 50 52.56556(W) AD(       ) 2
 GC2637  NAD 83(1995)-  36 17 47.72137(N)    087 50 52.56863(W) AD(       ) 2
 GC2637  NAD 83(1986)-  36 17 47.72728(N)    087 50 52.56485(W) AD(       ) 2
 GC2637  NAD 27      -  36 17 47.52800(N)    087 50 52.47000(W) AD(       ) 2
 GC2637
 GC2637.Superseded values are not recommended for survey control.
 GC2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2637.See file dsdata.txt to determine how the superseded data were derived.
 GC2637
 GC2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2386417179(NAD 83)
 GC2637_MARKER: DS = TRIANGULATION STATION DISK
 GC2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2637
 GC2637  HISTORY     - Date     Condition        Report By
 GC2637  HISTORY     - 1952     MONUMENTED       CGS
 GC2637  HISTORY     - 1972     GOOD             LOCENG
 GC2637
 GC2637                          STATION DESCRIPTION
 GC2637
 GC2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2637'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF ERIN AND 2 MILES SOUTH
 GC2637'OF STEWART ON PROPERTY OWNED BY THE MOSS TIE COMPANY. IT IS 45
 GC2637'FEET SOUTH OF THE CENTER OF A DIM WOODS ROAD, 30 FEET EAST OF THE
 GC2637'CENTER OF A GRAVEL ROAD, 24 FEET SOUTH OF AN 8 INCH HICKORY TREE
 GC2637'WITH A TRIANGLE BLAZE ON THE WEST SIDE AND IS 5 FEET EAST OF A WHITE
 GC2637'WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2637'STAMPED STEWART 1952.
 GC2637'
 GC2637'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 GC2637'AND 8 FEET WEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE
 GC2637'ON THE EAST SIDE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2637'STAMPED STEWART NO. 1 1952.
 GC2637'
 GC2637'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF A 12 INCH OAK TREE WITH A
 GC2637'TRIANGLE BLAZE ON THE EAST SIDE AND 18 FEET WEST OF THE CENTER
 GC2637'OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2637'STAMPED STEWART NO. 2 1952.
 GC2637'
 GC2637'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 GC2637'WEST OF A TWIN 8 INCH OAK TREE AND 2 FEET NORTH OF A WHITE
 GC2637'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2637'STAMPED STEWART 1952.
 GC2637'
 GC2637'TO REACH THE STATION FROM THE WEST SIDE OF THE HOUSTON COUNTY
 GC2637'COURTHOUSE IN ERIN, GO WEST ON STATE HIGHWAY 49 (MAIN STREET)
 GC2637'FOR 3.75 MILES TO A CROSSROAD WHERE HIGHWAY 49 TURNS RIGHT, TURN LEFT
 GC2637'ON PAVED ROAD AND GO 1.95 MILES TO A T INTERSECTION IN THE TOWN
 GC2637'OF TENN RIDGE, TURN LEFT ON PAVED ROAD AND GO SOUTH FOR 0.2 MILE TO A
 GC2637'CROSSROAD, KEEP RIGHT AND FOLLOW PAVED ROAD FOR 4.0 MILES TO A T
 GC2637'INTERSECTION IN THE TOWN OF STEWART, TURN LEFT ON GRAVEL ROAD AND GO
 GC2637'SOUTH AND SOUTHWEST FOR 1.9 MILES TO A DIM WOODS CROSSROAD AND THE
 GC2637'STATION ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON GRAVEL
 GC2637'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2637'
 GC2637'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2637
 GC2637                          STATION RECOVERY (1972)
 GC2637
 GC2637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2637'STEWART STATION MARK RECOVERED IN GOOD CONDITION.
 GC2637'
 GC2637'STEWART STATION MARK 1952 FOUND STAMPED ON THE POINT.
 GC2637'
 GC2637'ADD TO DESCRIPTION--40 FEET S 50 DEG E FROM INTERSECTION OF GRAVEL
 GC2637'ROAD AND DIM WOODS ROAD WEST.
 GC2637'18.9 N 20 W FROM A 5 INCH HICKORY.
 GC2637'24.8 SOUTH FROM A 14 INCH HICKORY.
 GC2637'STATION IS FLUSH WITH GROUND.
 GC2637'TVA POST AND SIGN SET.
 GC2637'
 GC2637'STEWART RM 1 RECOVERED IN GOOD CONDITION.
 GC2637'
 GC2637'STEWART NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2637'
 GC2637'ADD TO DESCRIPTION--
 GC2637'3.7 S 75 DEG E OF 10 INCH WHITE OAK.
 GC2637'7.4 S 80 DEG W OF 14 INCH POST OAK.
 GC2637'STATION PROJECTS 2 INCHES.
 GC2637'
 GC2637'STEWART AZIMUTH RECOVERED IN GOOD CONDITION.
 GC2637'
 GC2637'STEWART 1952 (AZIMUTH) FOUND STAMPED ON THE POINT.
 GC2637'
 GC2637'4.9 N 80 W FROM A 16 INCH WHITE OAK.
 GC2637'15.4 N 10 W FROM A 4 INCH WHITE OAK.  STATION IS FLUSH WITH GROUND.
 GC2637'TVA POST AND SIGN SET.
 GC2637'
 GC2637'STEWART RM 2 RECOVERED IN GOOD CONDITION.
 GC2637'
 GC2637'STEWART NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2637'
 GC2637'ADD TO DESCRIPTION--
 GC2637'30.0 N 5 DEG W FROM A 15 INCH POST OAK.
 GC2637'20.9 S 80 DEG E FROM A 8 INCH HICKORY.
 GC2637'STATION IS FLUSH WITH GROUND.
 GC2637'
 GC2637'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MILES SOUTH OF
 GC2637'STEWART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1942 ***********************************************************************
 GC1942  DESIGNATION -  STEWART 2
 GC1942  PID         -  GC1942
 GC1942  STATE/COUNTY-  TN/DAVIDSON
 GC1942  USGS QUAD   -  NASHVILLE EAST (1983)
 GC1942
 GC1942                         *CURRENT SURVEY CONTROL
 GC1942  ___________________________________________________________________
 GC1942* NAD 83(1995)-  36 09 19.18826(N)    086 37 31.68855(W)     ADJUSTED  
 GC1942* NAVD 88     -       153.90   (meters)     504.9    (feet)  RESET     
 GC1942  ___________________________________________________________________
 GC1942  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GC1942  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC1942
 GC1942  HORZ ORDER  -  SECOND
 GC1942  VERT ORDER  -  THIRD
 GC1942
 GC1942.The horizontal coordinates were established by classical geodetic methods
 GC1942.and adjusted by the National Geodetic Survey in April 1999..
 GC1942
 GC1942.The orthometric height was computed from unverified reset data.
 GC1942.No vertical observational check was made to the station.
 GC1942
 GC1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1942
 GC1942.The geoid height was determined by GEOID03.
 GC1942
 GC1942;                    North         East     Units Scale Factor Converg.
 GC1942;SPC TN       -   202,330.054   543,718.608   MT  0.99996407   -0 21 58.2
 GC1942;SPC TN       -   663,811.19  1,783,850.13   sFT  0.99996407   -0 21 58.2
 GC1942;UTM  16      - 4,001,242.015   533,689.339   MT  0.99961398   +0 13 15.5
 GC1942
 GC1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1942!SPC TN       -   0.99998043  x   0.99996407  =   0.99994451
 GC1942!UTM  16      -   0.99998043  x   0.99961398  =   0.99959442
 GC1942
 GC1942|---------------------------------------------------------------------|
 GC1942| PID    Reference Object                     Distance      Geod. Az  |
 GC1942|                                                           dddmmss.s |
 GC1942| GC0700 STEWART                              91.722 METERS 29559     |
 GC1942| GC0701 STEWART RM 1                         98.412 METERS 31033     |
 GC1942|---------------------------------------------------------------------|
 GC1942
 GC1942                          SUPERSEDED SURVEY CONTROL
 GC1942
 GC1942  NAD 83(1995)-  36 09 19.19047(N)    086 37 31.69096(W) AD(       ) 2
 GC1942  NAD 83(1995)-  36 09 19.19296(N)    086 37 31.69017(W) AD(       ) 2
 GC1942  NAD 83(1986)-  36 09 19.19839(N)    086 37 31.69105(W) AD(       ) 2
 GC1942  NAD 27      -  36 09 18.99579(N)    086 37 31.70469(W) AD(       ) 2
 GC1942  NGVD 29 (10/12/01)  153.93   (m)          505.0    (f) RESET       3  
 GC1942
 GC1942.Superseded values are not recommended for survey control.
 GC1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1942.See file dsdata.txt to determine how the superseded data were derived.
 GC1942
 GC1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3368901242(NAD 83)
 GC1942_MARKER: DS = TRIANGULATION STATION DISK
 GC1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1942_STAMPING: STEWART 2 1975
 GC1942_MARK LOGO: NGS   
 GC1942_PROJECTION: FLUSH
 GC1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1942+STABILITY: SURFACE MOTION
 GC1942
 GC1942  HISTORY     - Date     Condition        Report By
 GC1942  HISTORY     - 1975     MONUMENTED       NGS
 GC1942  HISTORY     - 1975     GOOD             NGS
 GC1942  HISTORY     - 1975     GOOD             NGS
 GC1942
 GC1942                          STATION DESCRIPTION
 GC1942
 GC1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC1942'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DONELSON, ABOUT
 GC1942'0.15 MILE EAST OF STEWARTS FERRY PIKE OVERPASS OF INTERSTATE
 GC1942'HIGHWAY 40, 11 FEET EAST OF A 14 INCH CEDAR TREE, 53 FEET NORTH OF
 GC1942'THE CENTERLINE OF STEWARTS FERRY ROAD, 108 FEET NORTHWEST OF GUYED
 GC1942'POWER POLE NO. 985-6, 22 FEET SOUTHEAST OF A 14 INCH OAK TREE, 38
 GC1942'FEET SOUTHWEST OF AN 18 INCH CEDAR TREE AND 1 FOOT WEST OF A
 GC1942'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 GC1942'STAMPED STEWART 2 1975.
 GC1942'
 GC1942'DUE TO RAIN AND LIMITATIONS ON TRAVEL NO REFERENCE MARKS WERE
 GC1942'SET AT THIS TIME.  AN AZIMUTH MARK WILL BE SET AT A LATER DATE AND A
 GC1942'POLARIS OBSERVATION MADE.
 GC1942'
 GC1942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC1942
 GC1942                          STATION RECOVERY (1975)
 GC1942
 GC1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC1942'THE STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GC1942'REFERENCE MARKS 3 AND 4 ALONG WITH AN AZIMUTH MARK WERE SET AT THIS
 GC1942'TIME.  WEATHER DID NOT PERMIT A POLARIS OBSERVATION BUT ONE WILL
 GC1942'BE TAKEN AT A LATER DATE.
 GC1942'
 GC1942'REFERENCE MARK 3 IS A STANDARD DISK STAMPED STEWART 2 NO 3 1975
 GC1942'SET IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK, FIRST LEDGE
 GC1942'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, 21 FEET SOUTH OF THE
 GC1942'CENTERLINE OF THE ROAD AND 91 FEET EAST OF A POWER TRANSFORMER
 GC1942'POLE.
 GC1942'
 GC1942'REFERENCE MARK 4 IS A STANDARD DISK STAMPED STEWART 2 NO 4
 GC1942'1975 SET IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK ABOUT 1
 GC1942'FOOT ABOVE THE LEVEL OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE
 GC1942'OF THE ROAD AND 15 FEET NORTHEAST OF A 12 INCH OAK TREE.
 GC1942'
 GC1942'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 GC1942'STEWART 2 AZ 1975 SET IN A DRILL HOLE IN THE SOUTHWEST OF THE
 GC1942'CONCRETE BASE OF A METAL LIGHT POLE (2ND FROM THE SOUTH), 23 FEET
 GC1942'WEST OF THE CENTERLINE OF BELL ROAD, 3 FEET WEST OF A METAL GUARD
 GC1942'RAIL AND 2 FEET NORTH OF THE NORTHEAST CORNER OF A METAL
 GC1942'UTILITY COVER.
 GC1942'
 GC1942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON STEWART
 GC1942'FERRY PIKE FOR 0.2 MILE TO THE INTERSECTION WITH BELL ROAD.  TURN
 GC1942'LEFT AND GO NORTH ON BELL ROAD FOR 0.05 MILE TO THE MARK ON THE
 GC1942'LEFT.
 GC1942'
 GC1942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GC1942'SOUTHEAST OF DONELSON.
 GC1942'
 GC1942'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC1942
 GC1942                          STATION RECOVERY (1975)
 GC1942
 GC1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GC1942'2.0 MI SE FROM DONELSON.
 GC1942'FROM THE JUNCTION OF STEWARTS FERRY PIKE AND THE ACCESS ROAD
 GC1942'LEADING INTO THE PERCY PRIEST DAM POWERHOUSE JUST SOUTH OF THE
 GC1942'DAM, GO WESTERLY ON STEWARTS FERRY PIKE FOR 0.1 MILE TO
 GC1942'A GROUP OF THREE,LARGE, ELETRIC TRANSFORMERS ON THE LEFT
 GC1942'AND MARK ON RIGHT, ALSO MARK IS 0.15 MILE EAST OF THE
 GC1942'STEWARTS FERRY PIKE GRADE SEPARATING OVERPASS ON INTERSTATE-40,
 GC1942'11 FEET EAST OF A 14-INCH CEDAR TREE, 53 FEET NORTH OF THE CENTERLINE
 GC1942'OF STEWARTS FERRY PIKE, 108 FEET NORTHWEST OF A GUYED POWER POLE
 GC1942'NO 985-6, 22 FEET SOUTHEAST OF A 14-INCH OAK TREE, AND 38 FEET
 GC1942'SOUTHWEST OF AN 18-INCH CEDAR TREE.
 GC1942'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0699 ***********************************************************************
 GC0699  DESIGNATION -  STEWART RM 2
 GC0699  PID         -  GC0699
 GC0699  STATE/COUNTY-  TN/DAVIDSON
 GC0699  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0699
 GC0699                         *CURRENT SURVEY CONTROL
 GC0699  ___________________________________________________________________
 GC0699* NAD 83(1986)-  36 09 20.     (N)    086 37 35.     (W)     SCALED    
 GC0699* NAVD 88     -       153.714  (meters)     504.31   (feet)  ADJUSTED  
 GC0699  ___________________________________________________________________
 GC0699  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0699  DYNAMIC HT  -         153.583 (meters)     503.88  (feet)  COMP
 GC0699  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GC0699
 GC0699  VERT ORDER  -  SECOND    CLASS 0
 GC0699
 GC0699.The horizontal coordinates were scaled from a topographic map and have
 GC0699.an estimated accuracy of +/- 6 seconds.
 GC0699
 GC0699.The orthometric height was determined by differential leveling
 GC0699.and adjusted by the National Geodetic Survey in June 1991..
 GC0699
 GC0699.The geoid height was determined by GEOID03.
 GC0699
 GC0699.The dynamic height is computed by dividing the NAVD 88
 GC0699.geopotential number by the normal gravity value computed on the
 GC0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0699.degrees latitude (g = 980.6199 gals.).
 GC0699
 GC0699.The modeled gravity was interpolated from observed gravity values.
 GC0699
 GC0699;                    North         East    Units  Estimated Accuracy
 GC0699;SPC TN       -   202,360.      543,640.      MT  (+/- 180 meters Scaled)
 GC0699
 GC0699                          SUPERSEDED SURVEY CONTROL
 GC0699
 GC0699  NGVD 29 (??/??/92)  153.746  (m)          504.42   (f) ADJ UNCH    2 0
 GC0699
 GC0699.Superseded values are not recommended for survey control.
 GC0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0699.See file dsdata.txt to determine how the superseded data were derived.
 GC0699
 GC0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF336012(NAD 83)
 GC0699_MARKER: DR = REFERENCE MARK DISK
 GC0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0699_STAMPING: STEWART NO 2 1960
 GC0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0699+STABILITY: SURFACE MOTION
 GC0699
 GC0699  HISTORY     - Date     Condition        Report By
 GC0699  HISTORY     - 1960     MONUMENTED       CGS
 GC0699  HISTORY     - 1970     GOOD             NGS
 GC0699  HISTORY     - 1975     MARK NOT FOUND   USGS
 GC0699
 GC0699                          STATION DESCRIPTION
 GC0699
 GC0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GC0699'2 MI SE FROM DONELSON.
 GC0699'THE MARK IS LOCATED AT THE STEWART 1960 TRAVERSE STATION SITE,
 GC0699'112 FEET NORTH OF THE APPROXIMATE CENTER OF STEWARTS FERRY PIKE,
 GC0699'75.25 FEET SOUTH OF STEWART 1960, 73 FEET WEST AND ACROSS AN
 GC0699'OLD FENCE FROM A POWERLINE POLE, 47 FEET WEST OF A 24-INCH WHITE
 GC0699'OAK TREE, 31 FEET EAST-NORTHEAST OF A 12-INCH ASH TREE, AND 0.9
 GC0699'OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0699'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0699'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED STEWART NO 2
 GC0699'1960.
 GC0699
 GC0699                          STATION RECOVERY (1975)
 GC0699
 GC0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GC0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2130 ***********************************************************************
 FB2130  DESIGNATION -  STILES
 FB2130  PID         -  FB2130
 FB2130  STATE/COUNTY-  TN/KNOX
 FB2130  USGS QUAD   -  BOYDS CREEK (1986)
 FB2130
 FB2130                         *CURRENT SURVEY CONTROL
 FB2130  ___________________________________________________________________
 FB2130* NAD 83(1995)-  35 59 22.31059(N)    083 39 31.25278(W)     ADJUSTED  
 FB2130* NAVD 88     -       320.352  (meters)    1051.02   (feet)  ADJUSTED  
 FB2130  ___________________________________________________________________
 FB2130  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FB2130  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2130  DYNAMIC HT  -         320.054 (meters)    1050.04  (feet)  COMP
 FB2130  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FB2130
 FB2130  HORZ ORDER  -  SECOND
 FB2130  VERT ORDER  -  SECOND    CLASS 0
 FB2130
 FB2130.The horizontal coordinates were established by classical geodetic methods
 FB2130.and adjusted by the National Geodetic Survey in April 1999..
 FB2130
 FB2130.The orthometric height was determined by differential leveling
 FB2130.and adjusted by the National Geodetic Survey in June 1991..
 FB2130
 FB2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2130
 FB2130.The geoid height was determined by GEOID03.
 FB2130
 FB2130.The dynamic height is computed by dividing the NAVD 88
 FB2130.geopotential number by the normal gravity value computed on the
 FB2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2130.degrees latitude (g = 980.6199 gals.).
 FB2130
 FB2130.The modeled gravity was interpolated from observed gravity values.
 FB2130
 FB2130;                    North         East     Units Scale Factor Converg.
 FB2130;SPC TN       -   186,279.053   811,099.567   MT  0.99995207   +1 22 14.5
 FB2130;SPC TN       -   611,150.53  2,661,082.50   sFT  0.99995207   +1 22 14.5
 FB2130;UTM  17      - 3,986,056.409   260,320.868   MT  1.00030790   -1 33 47.1
 FB2130
 FB2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2130!SPC TN       -   0.99995455  x   0.99995207  =   0.99990662
 FB2130!UTM  17      -   0.99995455  x   1.00030790  =   1.00026244
 FB2130
 FB2130|---------------------------------------------------------------------|
 FB2130| PID    Reference Object                     Distance      Geod. Az  |
 FB2130|                                                           dddmmss.s |
 FB2130| FB2131 STILES RM 1                          19.391 METERS 09020     |
 FB2130| FB2129 STILES RM 2                          17.694 METERS 18516     |
 FB2130| CZ4581 STILES AZ MK                                       2252555.6 |
 FB2130|---------------------------------------------------------------------|
 FB2130
 FB2130                          SUPERSEDED SURVEY CONTROL
 FB2130
 FB2130  NAD 83(1995)-  35 59 22.31784(N)    083 39 31.25317(W) AD(       ) 2
 FB2130  NAD 83(1986)-  35 59 22.32271(N)    083 39 31.25205(W) AD(       ) 2
 FB2130  NAD 27      -  35 59 22.01050(N)    083 39 31.62740(W) AD(       ) 2
 FB2130  NGVD 29 (??/??/92)  320.501  (m)         1051.51   (f) ADJ UNCH    2 0
 FB2130
 FB2130.Superseded values are not recommended for survey control.
 FB2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2130.See file dsdata.txt to determine how the superseded data were derived.
 FB2130
 FB2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6032186056(NAD 83)
 FB2130_MARKER: DE = TRAVERSE STATION DISK
 FB2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2130_STAMPING: STILES 1961
 FB2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2130+STABILITY: SURFACE MOTION
 FB2130
 FB2130  HISTORY     - Date     Condition        Report By
 FB2130  HISTORY     - 1961     MONUMENTED       CGS
 FB2130  HISTORY     - 1961     GOOD             CGS
 FB2130  HISTORY     - 1972     GOOD             TVA
 FB2130  HISTORY     - 1973     GOOD             NGS
 FB2130
 FB2130                          STATION DESCRIPTION
 FB2130
 FB2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2130'THE STATION IS LOCATED ON THE PROPERTY OF MR. J. R. STILES, ABOUT 3
 FB2130'MILES NORTHWEST OF BEECH SPRINGS, ABOUT 2-1/2 MILES SOUTHEAST OF
 FB2130'THORNGROVE AND ON A TIMBER COVERED HILL.
 FB2130'
 FB2130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11E, 25W AND
 FB2130'70 WHICH IS ABOUT 10 MILES NORTHEASTERLY OF KNOXVILLE, GO
 FB2130'EASTERLY ON U.S. HIGHWAY 25W AND 70 FOR 1.1 MILES TO A CROSSROAD,
 FB2130'CARTER SCHOOL ROAD, TURN RIGHT AND GO 2.1 MILES TO A T-JUNCTION IN
 FB2130'THORNGROVE, TURN LEFT AND GO 0.5 MILE TO A SIDE ROAD RIGHT, SMITH
 FB2130'SCHOOL ROAD, TURN RIGHT AND GO 1.8 MILES TO A FORK AT THE
 FB2130'CEMETERY*, KEEP LEFT AND GO 0.15 MILES TO A SIDE ROAD ON THE LEFT,
 FB2130'TURN LEFT AND GO 0.1 MILE TO A TRACK WOODS ROAD ON THE RIGHT, TURN
 FB2130'RIGHT AND GO 0.15 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT AND
 FB2130'THE STATION ON THE LEFT AS DESCRIBED.
 FB2130'
 FB2130'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED STILES 1961, SET IN
 FB2130'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 47 FEET
 FB2130'NORTH OF A 18-INCH TRIANGULAR BLAZED TREE, 28 FEET NORTH OF THE
 FB2130'CENTER OF A TRACK ROAD, AND 2.2 FEET NORTHWEST OF A WITNESS
 FB2130'SIGN.
 FB2130'
 FB2130'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED STILES NO 1 1961,
 FB2130'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS
 FB2130'22.6 FEET SOUTHWEST OF A TRIANGULAR BLAZED PINE TREE AND 6 FEET SOUTH
 FB2130'OF THE CENTER OF A TRACK ROAD.
 FB2130'
 FB2130'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED STILES NO 2 1961,
 FB2130'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS
 FB2130'18 FEET SOUTHWEST OF A 18-INCH TRIANGULAR BLAZED TREE, 12 FEET SOUTH
 FB2130'OF THE CENTER OF A TRACK ROAD AND ABOUT 3 FEET LOWER THAN THE
 FB2130'STATION.
 FB2130'
 FB2130'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STILES 1961, SET IN A
 FB2130'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES. IT IS 115 FEET
 FB2130'EAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 68 FEET
 FB2130'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 36 FEET NORTH OF A
 FB2130'T-FENCE CORNER POST, 22 FEET EAST OF THE CENTER OF A HARD SURFACE
 FB2130'ROAD, AND 1.6 FEET NORTH OF A WITNESS SIGN.
 FB2130'
 FB2130'*TO REACH THE AZIMUTH MARK FROM THE FORK AT THE CEMETERY, KEEP RIGHT
 FB2130'AND GO EASTERLY ON THE HARD SURFACE ROAD FOR 0.25 MILE TO A WHITE
 FB2130'FRAME HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS
 FB2130'DESCRIBED.
 FB2130'
 FB2130'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FB2130
 FB2130                          STATION RECOVERY (1961)
 FB2130
 FB2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB2130'2.3 MI NW FROM KODAK.
 FB2130'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2130'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2130'70 AND 25W, AND STATE HIGHWAY 139 WHICH IS ABOUT 18 MILES
 FB2130'EAST OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY 139,
 FB2130'1.6 MILE NORTHWEST ON INTERSTATE HIGHWAY 40.  THE STATION IS
 FB2130'LOCATED ON THE CREST OF A HILL ABOUT 500 FT. NORTH OF THE
 FB2130'HIGHWAY, 47 FT. NORTH OF AN 18-INCH TRIANGULAR BLAZED TREE,
 FB2130'28 FT. NORTH OF THE CENTER OF A TRACK ROAD, AND 2.2 FT. NORTHWEST
 FB2130'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2130'PROJECTING 2 INCHES.
 FB2130
 FB2130                          STATION RECOVERY (1972)
 FB2130
 FB2130'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JW)
 FB2130'RECOVERED IN GOOD CONDITION.
 FB2130'
 FB2130'TRIANGLATION STATION AND BOTH REF. MARKS NO. 1 AND NO. 2 ARE IN GOOD
 FB2130'CONDITION.
 FB2130'
 FB2130'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MI SE TNOYNGROVE, TENN.
 FB2130
 FB2130                          STATION RECOVERY (1973)
 FB2130
 FB2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FB2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2131 ***********************************************************************
 FB2131  DESIGNATION -  STILES RM 1
 FB2131  PID         -  FB2131
 FB2131  STATE/COUNTY-  TN/KNOX
 FB2131  USGS QUAD   -  BOYDS CREEK (1986)
 FB2131
 FB2131                         *CURRENT SURVEY CONTROL
 FB2131  ___________________________________________________________________
 FB2131* NAD 83(1986)-  35 59 22.     (N)    083 39 31.     (W)     SCALED    
 FB2131* NAVD 88     -       319.378  (meters)    1047.83   (feet)  ADJUSTED  
 FB2131  ___________________________________________________________________
 FB2131  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2131  DYNAMIC HT  -         319.081 (meters)    1046.85  (feet)  COMP
 FB2131  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FB2131
 FB2131  VERT ORDER  -  SECOND    CLASS 0
 FB2131
 FB2131.The horizontal coordinates were scaled from a topographic map and have
 FB2131.an estimated accuracy of +/- 6 seconds.
 FB2131
 FB2131.The orthometric height was determined by differential leveling
 FB2131.and adjusted by the National Geodetic Survey in June 1991..
 FB2131
 FB2131.The geoid height was determined by GEOID03.
 FB2131
 FB2131.The dynamic height is computed by dividing the NAVD 88
 FB2131.geopotential number by the normal gravity value computed on the
 FB2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2131.degrees latitude (g = 980.6199 gals.).
 FB2131
 FB2131.The modeled gravity was interpolated from observed gravity values.
 FB2131
 FB2131;                    North         East    Units  Estimated Accuracy
 FB2131;SPC TN       -   186,270.      811,110.      MT  (+/- 180 meters Scaled)
 FB2131
 FB2131                          SUPERSEDED SURVEY CONTROL
 FB2131
 FB2131  NGVD 29 (??/??/92)  319.527  (m)         1048.31   (f) ADJ UNCH    2 0
 FB2131
 FB2131.Superseded values are not recommended for survey control.
 FB2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2131.See file dsdata.txt to determine how the superseded data were derived.
 FB2131
 FB2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV603860(NAD 83)
 FB2131_MARKER: DR = REFERENCE MARK DISK
 FB2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2131_STAMPING: STILES NO 1 1961
 FB2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2131+STABILITY: SURFACE MOTION
 FB2131
 FB2131  HISTORY     - Date     Condition        Report By
 FB2131  HISTORY     - 1961     MONUMENTED       CGS
 FB2131  HISTORY     - 1973     GOOD             NGS
 FB2131
 FB2131                          STATION DESCRIPTION
 FB2131
 FB2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2131'2.3 MI NW FROM KODAK.
 FB2131'THIS MARK IS LOCATED AT THE STILES 1961 STATION SITE, 63.6 FT.
 FB2131'EAST OF THE STATION MARK, 22.6 FT. SOUTHWEST OF A TRIANGULAR
 FB2131'BLAZED TREE AND 6 FT. SOUTH OF THE CENTER OF A TRACK ROAD.
 FB2131'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FB2131
 FB2131                          STATION RECOVERY (1973)
 FB2131
 FB2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FB2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2129 ***********************************************************************
 FB2129  DESIGNATION -  STILES RM 2
 FB2129  PID         -  FB2129
 FB2129  STATE/COUNTY-  TN/KNOX
 FB2129  USGS QUAD   -  BOYDS CREEK (1986)
 FB2129
 FB2129                         *CURRENT SURVEY CONTROL
 FB2129  ___________________________________________________________________
 FB2129* NAD 83(1986)-  35 59 22.     (N)    083 39 31.     (W)     SCALED    
 FB2129* NAVD 88     -       319.165  (meters)    1047.13   (feet)  ADJUSTED  
 FB2129  ___________________________________________________________________
 FB2129  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2129  DYNAMIC HT  -         318.869 (meters)    1046.16  (feet)  COMP
 FB2129  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FB2129
 FB2129  VERT ORDER  -  SECOND    CLASS 0
 FB2129
 FB2129.The horizontal coordinates were scaled from a topographic map and have
 FB2129.an estimated accuracy of +/- 6 seconds.
 FB2129
 FB2129.The orthometric height was determined by differential leveling
 FB2129.and adjusted by the National Geodetic Survey in June 1991..
 FB2129
 FB2129.The geoid height was determined by GEOID03.
 FB2129
 FB2129.The dynamic height is computed by dividing the NAVD 88
 FB2129.geopotential number by the normal gravity value computed on the
 FB2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2129.degrees latitude (g = 980.6199 gals.).
 FB2129
 FB2129.The modeled gravity was interpolated from observed gravity values.
 FB2129
 FB2129;                    North         East    Units  Estimated Accuracy
 FB2129;SPC TN       -   186,270.      811,110.      MT  (+/- 180 meters Scaled)
 FB2129
 FB2129                          SUPERSEDED SURVEY CONTROL
 FB2129
 FB2129  NGVD 29 (??/??/92)  319.314  (m)         1047.62   (f) ADJ UNCH    2 0
 FB2129
 FB2129.Superseded values are not recommended for survey control.
 FB2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2129.See file dsdata.txt to determine how the superseded data were derived.
 FB2129
 FB2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV603860(NAD 83)
 FB2129_MARKER: DR = REFERENCE MARK DISK
 FB2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2129_STAMPING: STILES NO 2 1961
 FB2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2129+STABILITY: SURFACE MOTION
 FB2129
 FB2129  HISTORY     - Date     Condition        Report By
 FB2129  HISTORY     - 1961     MONUMENTED       CGS
 FB2129  HISTORY     - 1973     GOOD             NGS
 FB2129
 FB2129                          STATION DESCRIPTION
 FB2129
 FB2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2129'2.3 MI NW FROM KODAK.
 FB2129'THIS MARK IS LOCATED AT THE STILES 1961 STATION SITE, 58 FT.
 FB2129'SOUTH OF THE STATION MARK, 18 FT. SOUTHWEST OF AN 18-INCH
 FB2129'TRIANGULAR BLAZED TREE AND 12 FT. SOUTH OF THE CENTER OF A
 FB2129'TRACK ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FB2129'2 INCHES.
 FB2129
 FB2129                          STATION RECOVERY (1973)
 FB2129
 FB2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FB2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1468 ***********************************************************************
 GC1468  DESIGNATION -  STILL
 GC1468  PID         -  GC1468
 GC1468  STATE/COUNTY-  TN/DICKSON
 GC1468  USGS QUAD   -  WHITE BLUFF (1983)
 GC1468
 GC1468                         *CURRENT SURVEY CONTROL
 GC1468  ___________________________________________________________________
 GC1468* NAD 83(1995)-  36 01 54.43174(N)    087 12 04.03136(W)     ADJUSTED  
 GC1468* NAVD 88     -       227.995  (meters)     748.01   (feet)  ADJUSTED  
 GC1468  ___________________________________________________________________
 GC1468  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC1468  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1468  DYNAMIC HT  -         227.798 (meters)     747.37  (feet)  COMP
 GC1468  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GC1468
 GC1468  HORZ ORDER  -  SECOND
 GC1468  VERT ORDER  -  SECOND    CLASS 0
 GC1468
 GC1468.The horizontal coordinates were established by classical geodetic methods
 GC1468.and adjusted by the National Geodetic Survey in April 1999..
 GC1468
 GC1468.The orthometric height was determined by differential leveling
 GC1468.and adjusted by the National Geodetic Survey in June 1991..
 GC1468
 GC1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1468
 GC1468.The geoid height was determined by GEOID03.
 GC1468
 GC1468.The dynamic height is computed by dividing the NAVD 88
 GC1468.geopotential number by the normal gravity value computed on the
 GC1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1468.degrees latitude (g = 980.6199 gals.).
 GC1468
 GC1468.The modeled gravity was interpolated from observed gravity values.
 GC1468
 GC1468;                    North         East     Units Scale Factor Converg.
 GC1468;SPC TN       -   189,106.551   491,753.745   MT  0.99995433   -0 42 11.5
 GC1468;SPC TN       -   620,427.08  1,613,362.08   sFT  0.99995433   -0 42 11.5
 GC1468;UTM  16      - 3,987,492.767   481,880.814   MT  0.99960405   -0 07 05.9
 GC1468
 GC1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1468!SPC TN       -   0.99996873  x   0.99995433  =   0.99992306
 GC1468!UTM  16      -   0.99996873  x   0.99960405  =   0.99957279
 GC1468
 GC1468:                Primary Azimuth Mark                     Grid Az
 GC1468:SPC TN       -  BALLARD AZ MK                            104 38 56.8
 GC1468:UTM  16      -  BALLARD AZ MK                            104 03 51.2
 GC1468
 GC1468|---------------------------------------------------------------------|
 GC1468| PID    Reference Object                     Distance      Geod. Az  |
 GC1468|                                                           dddmmss.s |
 GC1468| GC1470 BALLARD AZ MK                       APPROX. 1.5 KM 1035645.3 |
 GC1468| GC1469 STILL RM 1                           22.946 METERS 10956     |
 GC1468| GC1467 STILL RM 2                           24.973 METERS 28631     |
 GC1468| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 8.4 KM 3481710.5 |
 GC1468|---------------------------------------------------------------------|
 GC1468
 GC1468                          SUPERSEDED SURVEY CONTROL
 GC1468
 GC1468  NAD 83(1995)-  36 01 54.43347(N)    087 12 04.03449(W) AD(       ) 2
 GC1468  NAD 83(1995)-  36 01 54.43417(N)    087 12 04.03424(W) AD(       ) 2
 GC1468  NAD 83(1986)-  36 01 54.44214(N)    087 12 04.03407(W) AD(       ) 2
 GC1468  NAD 27      -  36 01 54.21990(N)    087 12 04.00610(W) AD(       ) 2
 GC1468  NGVD 29 (??/??/92)  228.001  (m)          748.03   (f) ADJ UNCH    2 0
 GC1468
 GC1468.Superseded values are not recommended for survey control.
 GC1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1468.See file dsdata.txt to determine how the superseded data were derived.
 GC1468
 GC1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8188187493(NAD 83)
 GC1468_MARKER: DE = TRAVERSE STATION DISK
 GC1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1468_STAMPING: STILL 1959
 GC1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1468+STABILITY: SURFACE MOTION
 GC1468
 GC1468  HISTORY     - Date     Condition        Report By
 GC1468  HISTORY     - 1959     MONUMENTED       CGS
 GC1468  HISTORY     - 1959     GOOD             CGS
 GC1468
 GC1468                          STATION DESCRIPTION
 GC1468
 GC1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1468'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THE SMALL VILLAGE
 GC1468'OF FAIRVIEW, ABOUT 5 MILES SOUTH OF WHITE BLUFF AND 0.75 MILE WEST
 GC1468'OF THE DICKSON-WILLIAMSON COUNTY LINE ON THE NORTH SIDE OF STATE
 GC1468'HIGHWAY 96.
 GC1468'
 GC1468'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF FAIRVIEW, GO
 GC1468'NORTH ON STATE HIGHWAY 96 AND 100 FOR 0.35 MILE, HERE GO NORTHWEST ON
 GC1468'STATE HIGHWAY 96 FOR 5.3 MILES TO THE DICKSON-WILLIAMSON COUNTY LINE,
 GC1468'CONTINUE WEST ON STATE HIGHWAY 96 FOR 0.75 MILE TO THE STATION ON
 GC1468'THE RIGHT AS DESCRIBED.
 GC1468'
 GC1468'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED STILL 1959. THE
 GC1468'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC1468'WITH THE SURFACE OF THE GROUND. IT IS 43 FEET NORTH OF THE CENTER OF
 GC1468'STATE HIGHWAY 96, 9 FEET SOUTH OF A FENCE LINE AND 8 FEET SOUTHWEST
 GC1468'OF A WITNESS SIGN.
 GC1468'
 GC1468'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC1468'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED STILL
 GC1468'1959.
 GC1468'
 GC1468'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED STILL NO 1
 GC1468'1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC1468'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33 FEET NORTH OF
 GC1468'THE CENTER OF STATE HIGHWAY 96 AND 17 FEET SOUTH OF A FENCE LINE.
 GC1468'
 GC1468'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED STILL NO 2
 GC1468'1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND
 GC1468'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 52 FEET
 GC1468'NORTH OF THE CENTER OF STATE HIGHWAY 96, 5 FEET EAST OF A 12-INCH
 GC1468'OAK TREE AND 1 FOOT SOUTH OF A FENCE.
 GC1468'
 GC1468'A TELLUROMETER CONNECTION WAS MADE TO THE BALLARD AZIMUTH MARK. SEE
 GC1468'DESCRIPTION THEREOF.
 GC1468'
 GC1468'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 GC1468
 GC1468                          STATION RECOVERY (1959)
 GC1468
 GC1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1468'11.7 MI E FROM TIDWELL.
 GC1468'FROM A T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1468'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1468'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A
 GC1468'GRAVELED ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES
 GC1468'NORTHEAST ON A GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON
 GC1468'STATE HIGHWAY 96, THENCE 2.75 MILES NORTHEAST ON A GRAVELED
 GC1468'ROAD, THENCE 0.8 MILE EAST ON STATE HIGHWAY 96 TO THE CREST OF A
 GC1468'HILL, 43 FT. NORTH OF THE CENTER OF STATE HIGHWAY 96, 9 FT.
 GC1468'SOUTH OF A FENCE, AND 8 FT. SOUTHWEST OF A WITNESS SIGN, A DISK
 GC1468'SET IN TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE
 GC1468'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1469 ***********************************************************************
 GC1469  DESIGNATION -  STILL RM 1
 GC1469  PID         -  GC1469
 GC1469  STATE/COUNTY-  TN/DICKSON
 GC1469  USGS QUAD   -  WHITE BLUFF (1983)
 GC1469
 GC1469                         *CURRENT SURVEY CONTROL
 GC1469  ___________________________________________________________________
 GC1469* NAD 83(1986)-  36 01 54.     (N)    087 12 04.     (W)     SCALED    
 GC1469* NAVD 88     -       227.814  (meters)     747.42   (feet)  ADJUSTED  
 GC1469  ___________________________________________________________________
 GC1469  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1469  DYNAMIC HT  -         227.616 (meters)     746.77  (feet)  COMP
 GC1469  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GC1469
 GC1469  VERT ORDER  -  SECOND    CLASS 0
 GC1469
 GC1469.The horizontal coordinates were scaled from a topographic map and have
 GC1469.an estimated accuracy of +/- 6 seconds.
 GC1469
 GC1469.The orthometric height was determined by differential leveling
 GC1469.and adjusted by the National Geodetic Survey in June 1991..
 GC1469
 GC1469.The geoid height was determined by GEOID03.
 GC1469
 GC1469.The dynamic height is computed by dividing the NAVD 88
 GC1469.geopotential number by the normal gravity value computed on the
 GC1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1469.degrees latitude (g = 980.6199 gals.).
 GC1469
 GC1469.The modeled gravity was interpolated from observed gravity values.
 GC1469
 GC1469;                    North         East    Units  Estimated Accuracy
 GC1469;SPC TN       -   189,090.      491,750.      MT  (+/- 180 meters Scaled)
 GC1469
 GC1469                          SUPERSEDED SURVEY CONTROL
 GC1469
 GC1469  NGVD 29 (??/??/92)  227.819  (m)          747.44   (f) ADJ UNCH    2 0
 GC1469
 GC1469.Superseded values are not recommended for survey control.
 GC1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1469.See file dsdata.txt to determine how the superseded data were derived.
 GC1469
 GC1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE818874(NAD 83)
 GC1469_MARKER: DR = REFERENCE MARK DISK
 GC1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1469_STAMPING: STILL NO 1 1959
 GC1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1469+STABILITY: SURFACE MOTION
 GC1469
 GC1469  HISTORY     - Date     Condition        Report By
 GC1469  HISTORY     - 1959     MONUMENTED       CGS
 GC1469
 GC1469                          STATION DESCRIPTION
 GC1469
 GC1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1469'11.7 MI E FROM TIDWELL.
 GC1469'THIS MARK IS LOCATED AT THE STILL 1959 STATION SITE, 75.3 FT.
 GC1469'EAST-SOUTHEAST OF THE STATION MARK, 33 FT. NORTH OF THE CENTER OF
 GC1469'STATE HIGHWAY 96, AND 17 FT. SOUTH OF A FENCE, A DISK SET IN TOP OF
 GC1469'A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1467 ***********************************************************************
 GC1467  DESIGNATION -  STILL RM 2
 GC1467  PID         -  GC1467
 GC1467  STATE/COUNTY-  TN/DICKSON
 GC1467  USGS QUAD   -  WHITE BLUFF (1983)
 GC1467
 GC1467                         *CURRENT SURVEY CONTROL
 GC1467  ___________________________________________________________________
 GC1467* NAD 83(1986)-  36 01 54.     (N)    087 12 04.     (W)     SCALED    
 GC1467* NAVD 88     -       227.597  (meters)     746.71   (feet)  ADJUSTED  
 GC1467  ___________________________________________________________________
 GC1467  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1467  DYNAMIC HT  -         227.400 (meters)     746.06  (feet)  COMP
 GC1467  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GC1467
 GC1467  VERT ORDER  -  SECOND    CLASS 0
 GC1467
 GC1467.The horizontal coordinates were scaled from a topographic map and have
 GC1467.an estimated accuracy of +/- 6 seconds.
 GC1467
 GC1467.The orthometric height was determined by differential leveling
 GC1467.and adjusted by the National Geodetic Survey in June 1991..
 GC1467
 GC1467.The geoid height was determined by GEOID03.
 GC1467
 GC1467.The dynamic height is computed by dividing the NAVD 88
 GC1467.geopotential number by the normal gravity value computed on the
 GC1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1467.degrees latitude (g = 980.6199 gals.).
 GC1467
 GC1467.The modeled gravity was interpolated from observed gravity values.
 GC1467
 GC1467;                    North         East    Units  Estimated Accuracy
 GC1467;SPC TN       -   189,090.      491,750.      MT  (+/- 180 meters Scaled)
 GC1467
 GC1467                          SUPERSEDED SURVEY CONTROL
 GC1467
 GC1467  NGVD 29 (??/??/92)  227.602  (m)          746.72   (f) ADJ UNCH    2 0
 GC1467
 GC1467.Superseded values are not recommended for survey control.
 GC1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1467.See file dsdata.txt to determine how the superseded data were derived.
 GC1467
 GC1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE818874(NAD 83)
 GC1467_MARKER: DR = REFERENCE MARK DISK
 GC1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1467_STAMPING: STILL NO 2 1959
 GC1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1467+STABILITY: SURFACE MOTION
 GC1467
 GC1467  HISTORY     - Date     Condition        Report By
 GC1467  HISTORY     - 1959     MONUMENTED       CGS
 GC1467
 GC1467                          STATION DESCRIPTION
 GC1467
 GC1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1467'11.7 MI E FROM TIDWELL.
 GC1467'THIS MARK IS LOCATED AT THE STILL 1959 STATION SITE, 81.9 FT.
 GC1467'WEST-NORTHWEST OF THE STATION MARK, 52 FT. NORTH OF THE CENTER OF
 GC1467'STATE HIGHWAY 96, AND 17 FT. SOUTH OF A FENCE, A DISK SET IN
 GC1467'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2679 ***********************************************************************
 AJ2679  DESIGNATION -  STIM 1
 AJ2679  PID         -  AJ2679
 AJ2679  STATE/COUNTY-  TN/SHELBY
 AJ2679  USGS QUAD   -  ELLENDALE (1993)
 AJ2679
 AJ2679                         *CURRENT SURVEY CONTROL
 AJ2679  ___________________________________________________________________
 AJ2679* NAD 83(1995)-  35 09 43.87323(N)    089 52 02.63101(W)     ADJUSTED  
 AJ2679* NAVD 88     -        78.23   (meters)     256.7    (feet)  LEVELING  
 AJ2679  ___________________________________________________________________
 AJ2679  X           -      12,081.191 (meters)                     COMP
 AJ2679  Y           -  -5,220,113.000 (meters)                     COMP
 AJ2679  Z           -   3,652,620.853 (meters)                     COMP
 AJ2679  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2679  ELLIP HEIGHT-          50.83  (meters)          (04/26/01) GPS OBS
 AJ2679  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2679
 AJ2679  HORZ ORDER  -  FIRST
 AJ2679  VERT ORDER  -  THIRD ?
 AJ2679  ELLP ORDER  -  FOURTH    CLASS I
 AJ2679
 AJ2679.The horizontal coordinates were established by GPS observations
 AJ2679.and adjusted by the National Geodetic Survey in April 2001..
 AJ2679
 AJ2679.The orthometric height was determined by differential leveling.
 AJ2679.The vertical network tie was performed by a horz. field party for horz.
 AJ2679.obs reductions. Reset procedures were used to establish the elevation.
 AJ2679
 AJ2679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2679
 AJ2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2679
 AJ2679.The ellipsoidal height was determined by GPS observations
 AJ2679.and is referenced to NAD 83.
 AJ2679
 AJ2679.The geoid height was determined by GEOID03.
 AJ2679
 AJ2679;                    North         East     Units Scale Factor Converg.
 AJ2679;SPC TN       -    98,923.129   247,736.221   MT  1.00001666   -2 15 50.9
 AJ2679;SPC TN       -   324,550.30    812,781.25   sFT  1.00001666   -2 15 50.9
 AJ2679;UTM  16      - 3,894,794.718   238,825.562   MT  1.00044074   -1 39 08.1
 AJ2679
 AJ2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2679!SPC TN       -   0.99999202  x   1.00001666  =   1.00000868
 AJ2679!UTM  16      -   0.99999202  x   1.00044074  =   1.00043276
 AJ2679
 AJ2679                          SUPERSEDED SURVEY CONTROL
 AJ2679
 AJ2679.No superseded survey control is available for this station.
 AJ2679
 AJ2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3882694795(NAD 83)
 AJ2679_MARKER: DD = SURVEY DISK
 AJ2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2679_MARK LOGO: TN1620
 AJ2679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2679+STABILITY: SURFACE MOTION
 AJ2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2679+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001
 AJ2679
 AJ2679  HISTORY     - Date     Condition        Report By
 AJ2679  HISTORY     - 2000     MONUMENTED       TN1620
 AJ2679  HISTORY     - 20010910 GOOD             INDIV
 AJ2679
 AJ2679                          STATION DESCRIPTION
 AJ2679
 AJ2679'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 2000 (DA)
 AJ2679'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2679'APPROXIMATELY 0.40 MILE (0.64 KM) NORTH OF THE SHELBY COUNTY
 AJ2679'CORRECTION CENTER ON THE CAMPUS OF STATE TECHNICAL COLLEGE.
 AJ2679'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND SYCAMORE
 AJ2679'VIEW ROAD, PROCEED WEST ON MACON COVE APPROXIMATELY 0.45 MILE (0.72
 AJ2679'KM) TO THE CAMPUS OF STATE TECHNICAL COLLEGE (RENAMED SOUTHWEST
 AJ2679'TENNESSEE COMMUNITY COLLEGE) .  THE STATION IS LOCATED ON THE NORTH
 AJ2679'SIDE OF THE FARRIS BUILDING.
 AJ2679'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2679'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2679'THE GROUND.  THE STATION IS LOCATED IN THE FIELD SOUTH OF THE
 AJ2679'INTERSTATE 40 (I-40) , 202.40 FEET (61.69 M) NORTHWEST OF THE
 AJ2679'NORTHWEST CORNER OF THE FARRIS BUILDING, 121.70 FEET (37.09 M) SOUTH
 AJ2679'OF THE FENCE ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE 40, 100.00 FEET
 AJ2679'(30.48 M) WEST OF THE NORTHWEST CORNER OF A ASPHALT PARKING LOT. THIS
 AJ2679'STATION IS WITHIN SIGHT OF STATIONS 0228 AND 0229.  THE CAP AND
 AJ2679'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2679
 AJ2679                          STATION RECOVERY (2001)
 AJ2679
 AJ2679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 AJ2679'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2680 ***********************************************************************
 AJ2680  DESIGNATION -  STIM 2
 AJ2680  PID         -  AJ2680
 AJ2680  STATE/COUNTY-  TN/SHELBY
 AJ2680  USGS QUAD   -  ELLENDALE (1993)
 AJ2680
 AJ2680                         *CURRENT SURVEY CONTROL
 AJ2680  ___________________________________________________________________
 AJ2680* NAD 83(1995)-  35 09 39.83607(N)    089 52 13.00933(W)     ADJUSTED  
 AJ2680* NAVD 88     -        78.25   (meters)     256.7    (feet)  LEVELING  
 AJ2680  ___________________________________________________________________
 AJ2680  X           -      11,818.701 (meters)                     COMP
 AJ2680  Y           -  -5,220,185.267 (meters)                     COMP
 AJ2680  Z           -   3,652,519.150 (meters)                     COMP
 AJ2680  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AJ2680  ELLIP HEIGHT-          50.85  (meters)          (04/26/01) GPS OBS
 AJ2680  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2680
 AJ2680  HORZ ORDER  -  FIRST
 AJ2680  VERT ORDER  -  THIRD ?
 AJ2680  ELLP ORDER  -  FOURTH    CLASS I
 AJ2680
 AJ2680.The horizontal coordinates were established by GPS observations
 AJ2680.and adjusted by the National Geodetic Survey in April 2001..
 AJ2680
 AJ2680.The orthometric height was determined by differential leveling.
 AJ2680.The vertical network tie was performed by a horz. field party for horz.
 AJ2680.obs reductions. Reset procedures were used to establish the elevation.
 AJ2680
 AJ2680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2680
 AJ2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2680
 AJ2680.The ellipsoidal height was determined by GPS observations
 AJ2680.and is referenced to NAD 83.
 AJ2680
 AJ2680.The geoid height was determined by GEOID03.
 AJ2680
 AJ2680;                    North         East     Units Scale Factor Converg.
 AJ2680;SPC TN       -    98,809.189   247,468.852   MT  1.00001689   -2 15 56.9
 AJ2680;SPC TN       -   324,176.48    811,904.06   sFT  1.00001689   -2 15 56.9
 AJ2680;UTM  16      - 3,894,677.879   238,559.311   MT  1.00044246   -1 39 13.9
 AJ2680
 AJ2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2680!SPC TN       -   0.99999202  x   1.00001689  =   1.00000891
 AJ2680!UTM  16      -   0.99999202  x   1.00044246  =   1.00043447
 AJ2680
 AJ2680                          SUPERSEDED SURVEY CONTROL
 AJ2680
 AJ2680.No superseded survey control is available for this station.
 AJ2680
 AJ2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3855994678(NAD 83)
 AJ2680_MARKER: DD = SURVEY DISK
 AJ2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2680_MARK LOGO: TN1620
 AJ2680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2680+STABILITY: SURFACE MOTION
 AJ2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2680+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2680
 AJ2680  HISTORY     - Date     Condition        Report By
 AJ2680  HISTORY     - 2000     MONUMENTED       TN1620
 AJ2680
 AJ2680                          STATION DESCRIPTION
 AJ2680
 AJ2680'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 2000 (DA)
 AJ2680'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2680'APPROXIMATELY 0.60 MILE (0.97 KM) NORTH OF THE SHELBY COUNTY
 AJ2680'CORRECTION CENTER ON THE CAMPUS OF STATE TECHNICAL COLLEGE.
 AJ2680'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND SYCAMORE
 AJ2680'VIEW ROAD, PROCEED WEST ON MACON COVE APPROXIMATELY 0.40 MILE (0.64
 AJ2680'KM) TO THE WEST SIDE OF CAMPUS OF STATE TECHNICAL COLLEGE (RENAMED
 AJ2680'SOUTHWEST TENNESSEE COMMUNITY COLLEGE) .  THE STATION IS LOCATED IN
 AJ2680'FIELD SOUTH OF INTERSTATE 40 (I-40) ON THE NORTHWEST CORNER OF CAMPUS.
 AJ2680'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2680'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2680'THE GROUND.  THE STATION IS LOCATED 126.60 FEET (38.59 M) SOUTH OF THE
 AJ2680'INTERSTATE 40 RIGHT-OF-WAY FENCE, 120.90 FEET (36.85 M) SOUTH OF A
 AJ2680'POWER POLE NO.  81068, 279.30 FEET (85.13 M) NORTH OF A POWER POLE NO.
 AJ2680'83316, 306.40 FEET (93.39 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 AJ2680'WOOD MAINTANCE BUILDING (BARN) .  THIS STATION IS WITHIN SIGHT OF
 AJ2680'STATIONS 0227 AND 0229.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2680'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2681 ***********************************************************************
 AJ2681  DESIGNATION -  STIM AZ MK
 AJ2681  PID         -  AJ2681
 AJ2681  STATE/COUNTY-  TN/SHELBY
 AJ2681  USGS QUAD   -  ELLENDALE (1993)
 AJ2681
 AJ2681                         *CURRENT SURVEY CONTROL
 AJ2681  ___________________________________________________________________
 AJ2681* NAD 83(1995)-  35 09 42.88913(N)    089 52 08.35798(W)     ADJUSTED  
 AJ2681* NAVD 88     -        78.31   (meters)     256.9    (feet)  LEVELING  
 AJ2681  ___________________________________________________________________
 AJ2681  X           -      11,936.294 (meters)                     COMP
 AJ2681  Y           -  -5,220,130.872 (meters)                     COMP
 AJ2681  Z           -   3,652,596.111 (meters)                     COMP
 AJ2681  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AJ2681  ELLIP HEIGHT-          50.92  (meters)          (04/26/01) GPS OBS
 AJ2681  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2681
 AJ2681  HORZ ORDER  -  FIRST
 AJ2681  VERT ORDER  -  THIRD ?
 AJ2681  ELLP ORDER  -  FOURTH    CLASS I
 AJ2681
 AJ2681.The horizontal coordinates were established by GPS observations
 AJ2681.and adjusted by the National Geodetic Survey in April 2001..
 AJ2681
 AJ2681.The orthometric height was determined by differential leveling.
 AJ2681.The vertical network tie was performed by a horz. field party for horz.
 AJ2681.obs reductions. Reset procedures were used to establish the elevation.
 AJ2681
 AJ2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2681
 AJ2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2681
 AJ2681.The ellipsoidal height was determined by GPS observations
 AJ2681.and is referenced to NAD 83.
 AJ2681
 AJ2681.The geoid height was determined by GEOID03.
 AJ2681
 AJ2681;                    North         East     Units Scale Factor Converg.
 AJ2681;SPC TN       -    98,898.552   247,590.197   MT  1.00001671   -2 15 54.2
 AJ2681;SPC TN       -   324,469.67    812,302.17   sFT  1.00001671   -2 15 54.2
 AJ2681;UTM  16      - 3,894,768.571   238,679.747   MT  1.00044168   -1 39 11.4
 AJ2681
 AJ2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2681!SPC TN       -   0.99999201  x   1.00001671  =   1.00000872
 AJ2681!UTM  16      -   0.99999201  x   1.00044168  =   1.00043368
 AJ2681
 AJ2681                          SUPERSEDED SURVEY CONTROL
 AJ2681
 AJ2681.No superseded survey control is available for this station.
 AJ2681
 AJ2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3868094769(NAD 83)
 AJ2681_MARKER: DD = SURVEY DISK
 AJ2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2681_MARK LOGO: TN1620
 AJ2681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2681+STABILITY: SURFACE MOTION
 AJ2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2681+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2681
 AJ2681  HISTORY     - Date     Condition        Report By
 AJ2681  HISTORY     - 2000     MONUMENTED       TN1620
 AJ2681
 AJ2681                          STATION DESCRIPTION
 AJ2681
 AJ2681'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 2000 (DA)
 AJ2681'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2681'APPROXIMATELY 0.60 MILE (0.97 KM) NORTH OF THE SHELBY COUNTY
 AJ2681'CORRECTION CENTER ON THE CAMPUS OF STATE TECHNICAL COLLEGE.
 AJ2681'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND SYCAMORE
 AJ2681'VIEW ROAD, PROCEED WEST ON MACON COVE APPROXIMATELY 0.40 MILE (0.64
 AJ2681'KM) TO THE WEST SIDE OF CAMPUS OF STATE TECHNICAL COLLEGE (RENAMED
 AJ2681'SOUTHWEST TENNESSEE COMMUNITY COLLEGE) .  THE STATION IS LOCATED IN
 AJ2681'FIELD SOUTH OF INTERSTATE 40 (I-40) .
 AJ2681'THE STATION IS A CAST ALUMINUM CAP SET ON A 1/2 INCH REBAR ENCASED IN
 AJ2681'A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN THE GROUND. THE
 AJ2681'STATION IS LOCATED IN FIELD SOUTH OF INTERSTATE 40 (I-40) , 141.00
 AJ2681'FEET (42.98 M) EAST OF A POWER POLE NO.  32445, 103.00 FEET (31.39 M)
 AJ2681'WEST OF A POWER POLE (UNKNOWN NO.) , 51.00 FEET (15.54 M) NORTH AND IN
 AJ2681'LINE WITH A DIGITAL DISPLAY SIGN, 10.00 FEET (3.05 M) SOUTH OF THE
 AJ2681'RIGHT-OF-WAY FENCE OF INTERSTATE 40.  THIS STATION IS WITHIN SIGHT OF
 AJ2681'STATIONS 0227 AND 0228.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2681'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0244 ***********************************************************************
 FC0244  DESIGNATION -  STONE
 FC0244  PID         -  FC0244
 FC0244  STATE/COUNTY-  TN/KNOX
 FC0244  USGS QUAD   -  BEARDEN (1990)
 FC0244
 FC0244                         *CURRENT SURVEY CONTROL
 FC0244  ___________________________________________________________________
 FC0244* NAD 83(1995)-  35 55 52.56968(N)    084 01 57.26029(W)     ADJUSTED  
 FC0244* NAVD 88     -       304.767  (meters)     999.89   (feet)  ADJUSTED  
 FC0244  ___________________________________________________________________
 FC0244  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FC0244  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0244  DYNAMIC HT  -         304.482 (meters)     998.95  (feet)  COMP
 FC0244  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0244
 FC0244  HORZ ORDER  -  SECOND
 FC0244  VERT ORDER  -  SECOND    CLASS 0
 FC0244
 FC0244.The horizontal coordinates were established by classical geodetic methods
 FC0244.and adjusted by the National Geodetic Survey in April 1999..
 FC0244
 FC0244.The orthometric height was determined by differential leveling
 FC0244.and adjusted by the National Geodetic Survey in June 1991..
 FC0244
 FC0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0244
 FC0244.The geoid height was determined by GEOID03.
 FC0244
 FC0244.The dynamic height is computed by dividing the NAVD 88
 FC0244.geopotential number by the normal gravity value computed on the
 FC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0244.degrees latitude (g = 980.6199 gals.).
 FC0244
 FC0244.The modeled gravity was interpolated from observed gravity values.
 FC0244
 FC0244;                    North         East     Units Scale Factor Converg.
 FC0244;SPC TN       -   179,074.003   777,523.469   MT  0.99994983   +1 09 06.5
 FC0244;SPC TN       -   587,511.96  2,550,924.91   sFT  0.99994983   +1 09 06.5
 FC0244;UTM  16      - 3,980,395.598   767,716.648   MT  1.00048324   +1 44 32.5
 FC0244;UTM  17      - 3,980,576.398   226,404.406   MT  1.00052247   -1 46 50.4
 FC0244
 FC0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0244!SPC TN       -   0.99995699  x   0.99994983  =   0.99990682
 FC0244!UTM  16      -   0.99995699  x   1.00048324  =   1.00044021
 FC0244!UTM  17      -   0.99995699  x   1.00052247  =   1.00047943
 FC0244
 FC0244|---------------------------------------------------------------------|
 FC0244| PID    Reference Object                     Distance      Geod. Az  |
 FC0244|                                                           dddmmss.s |
 FC0244| FC0245 STONE RM 1                           12.052 METERS 03539     |
 FC0244| FC1660 DEANERY                             APPROX. 1.0 KM 1854605.8 |
 FC0244| FC0243 STONE RM 2                           14.201 METERS 28736     |
 FC0244|---------------------------------------------------------------------|
 FC0244
 FC0244                          SUPERSEDED SURVEY CONTROL
 FC0244
 FC0244  NAD 83(1995)-  35 55 52.57659(N)    084 01 57.25821(W) AD(       ) 2
 FC0244  NAD 83(1986)-  35 55 52.58242(N)    084 01 57.25662(W) AD(       ) 2
 FC0244  NAD 27      -  35 55 52.29160(N)    084 01 57.58040(W) AD(       ) 2
 FC0244  NGVD 29 (??/??/92)  304.895  (m)         1000.31   (f) ADJ UNCH    2 0
 FC0244
 FC0244.Superseded values are not recommended for survey control.
 FC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0244.See file dsdata.txt to determine how the superseded data were derived.
 FC0244
 FC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6771780396(NAD 83)
 FC0244_MARKER: DE = TRAVERSE STATION DISK
 FC0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0244_STAMPING: STONE 1960
 FC0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0244+STABILITY: SURFACE MOTION
 FC0244
 FC0244  HISTORY     - Date     Condition        Report By
 FC0244  HISTORY     - 1960     MONUMENTED       CGS
 FC0244  HISTORY     - 1960     GOOD             CGS
 FC0244
 FC0244                          STATION DESCRIPTION
 FC0244
 FC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0244'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE DOWNTOWN SECTION OF
 FC0244'KNOXVILLE AND ON THE NORTH RIGHT-OF-WAY OF THE INTERSTATE
 FC0244'HIGHWAY, NOW UNDER CONSTRUCTION.
 FC0244'
 FC0244'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND HIGHWAY
 FC0244'70 TRUCK ROUTE IN THE WESTERN PART OF KNOXVILLE, GO WEST ON U.S.
 FC0244'HIGHWAY 70 FOR 0.3 MILE TO A SIDE ROAD RIGHT AT A STOP LIGHT, TURN
 FC0244'RIGHT, NORTH, FOR 0.05 MILE TO THE INTERSTATE HIGHWAY, TURN LEFT,
 FC0244'WEST, FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 FC0244'
 FC0244'STATION MARK IS 2.6 FEET NORTH OF A WITNESS SIGN. THE MARK IS A
 FC0244'STANDARD TRAVERSE DISK SET IN A CONCRETE POST, SET FLUSH, AND
 FC0244'IS STAMPED STONE 1960.
 FC0244'
 FC0244'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE POST, SET
 FC0244'FLUSH, AND IS STAMPED STONE NO. 1 1960.
 FC0244'
 FC0244'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE POST, SET
 FC0244'FLUSH, AND IS STAMPED STONE NO. 2 1960.
 FC0244'
 FC0244'TRIANGULATION STATION DEANERY 1934 1950 WILL SERVE AS THE AZIMUTH
 FC0244'MARK. SEE DESCRIPTION THEREOF.
 FC0244'
 FC0244'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FC0244
 FC0244                          STATION RECOVERY (1960)
 FC0244
 FC0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0244'3.6 MI W FROM BEARDEN.
 FC0244'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0244'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 1.75 MILES
 FC0244'WEST ON INTERSTATE HIGHWAY 40.  THE STATION MARK IS SET ON
 FC0244'THE NORTH RIGHT-OF-WAY OF THE HIGHWAY, 0.25 MILE EAST OF AN
 FC0244'OVERPASS OVER INTERSTATE 40 AND IS 2.6 FT. NORTH OF A WITNESS
 FC0244'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0244'WITH THE GROUND AND ABOUT 15 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1822 ***********************************************************************
 FC1822  DESIGNATION -  STONE
 FC1822  PID         -  FC1822
 FC1822  STATE/COUNTY-  TN/RHEA
 FC1822  USGS QUAD   -  SPRING CITY (1990)
 FC1822
 FC1822                         *CURRENT SURVEY CONTROL
 FC1822  ___________________________________________________________________
 FC1822* NAD 83(1995)-  35 38 54.12288(N)    084 49 13.03509(W)     ADJUSTED  
 FC1822* NAVD 88     -       318.8    (meters)    1046.     (feet)  VERTCON   
 FC1822  ___________________________________________________________________
 FC1822  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 FC1822  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC1822
 FC1822  HORZ ORDER  -  SECOND
 FC1822
 FC1822.The horizontal coordinates were established by classical geodetic methods
 FC1822.and adjusted by the National Geodetic Survey in April 1999..
 FC1822
 FC1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1822
 FC1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1822
 FC1822.The geoid height was determined by GEOID03.
 FC1822
 FC1822;                    North         East     Units Scale Factor Converg.
 FC1822;SPC TN       -   146,545.623   706,829.872   MT  0.99995363   +0 41 26.3
 FC1822;SPC TN       -   480,791.76  2,318,991.01   sFT  0.99995363   +0 41 26.3
 FC1822;UTM  16      - 3,947,136.686   697,336.099   MT  1.00007989   +1 16 14.8
 FC1822
 FC1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1822!SPC TN       -   0.99995469  x   0.99995363  =   0.99990832
 FC1822!UTM  16      -   0.99995469  x   1.00007989  =   1.00003457
 FC1822
 FC1822:                Primary Azimuth Mark                     Grid Az
 FC1822:SPC TN       -  STONE AZ MK                              120 32 41.0
 FC1822:UTM  16      -  STONE AZ MK                              119 57 52.5
 FC1822
 FC1822|---------------------------------------------------------------------|
 FC1822| PID    Reference Object                     Distance      Geod. Az  |
 FC1822|                                                           dddmmss.s |
 FC1822| CZ4582 STONE AZ MK                                        1211407.3 |
 FC1822| CZ4583 STONE AZ MK RESET                                  1261327.4 |
 FC1822| CZ4585 STONE RM 2                           39.301 METERS 26110     |
 FC1822| CZ4584 STONE RM 1                           33.470 METERS 35822     |
 FC1822|---------------------------------------------------------------------|
 FC1822
 FC1822                          SUPERSEDED SURVEY CONTROL
 FC1822
 FC1822  NAD 83(1995)-  35 38 54.12784(N)    084 49 13.03797(W) AD(       ) 2
 FC1822  NAD 83(1986)-  35 38 54.13179(N)    084 49 13.03671(W) AD(       ) 2
 FC1822  NAD 27      -  35 38 53.87600(N)    084 49 13.22800(W) AD(       ) 2
 FC1822  NGVD 29 (07/19/86)  318.9    (m)         1046.     (f) VERT ANG       
 FC1822
 FC1822.Superseded values are not recommended for survey control.
 FC1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1822.See file dsdata.txt to determine how the superseded data were derived.
 FC1822
 FC1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9733647137(NAD 83)
 FC1822_MARKER: DS = TRIANGULATION STATION DISK
 FC1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1822
 FC1822  HISTORY     - Date     Condition        Report By
 FC1822  HISTORY     - 1934     MONUMENTED       CGS
 FC1822  HISTORY     - 1940     GOOD             TNGS
 FC1822  HISTORY     - 1958     GOOD             CGS
 FC1822  HISTORY     - 1961     GOOD             CGS
 FC1822
 FC1822                          STATION DESCRIPTION
 FC1822
 FC1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1822'ABOUT 1/2 MILE SOUTHWEST OF POINT ON STATE ROUTE 68 WHICH IS 4.45
 FC1822'MILES EAST OF SPRING CITY, ON THIRD AND HIGHEST RIDGE TOP SOUTHWEST
 FC1822'OF HIGHWAY, IN CENTER OF ROUNDED HILLTOP, 139 FEET SOUTHWEST OF
 FC1822'DOUBLE BEECH TREE, AND 130 FEET SOUTHEAST OF 36-INCH OAK TREE.
 FC1822'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FC1822'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FC1822'DISKS IN CONCRETE.  NO. 1 IS ON WEST EDGE OF SUMMIT AND
 FC1822'109.90 FEET FROM STATION.  NO. 2 IS ON
 FC1822'WEST EDGE OF SUMMIT, EAST EDGE OF WOODS ON WEST SIDE OF HILL, AND
 FC1822'128.94 FEET FROM STATION.  AZIMUTH MARK IS
 FC1822'18 FEET NORTHEAST OF CENTER OF GRAVEL ROAD LEADING NORTH FROM ROUTE
 FC1822'68, 115 YARDS SOUTHEAST OF ROAD JUNCTION, AND 0.8 MILE FROM STATION
 FC1822
 FC1822                          STATION RECOVERY (1940)
 FC1822
 FC1822'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1940 (RNA)
 FC1822'LETTER OF R.N. ASHMUN, ASSISTANT STATE PROJECT MANAGER, 2ND DISTRICT
 FC1822'OFFICE, W.P.A., DATED MARCH 18TH, 1940-
 FC1822'
 FC1822'THE AZIMUTH MARK FOR STATION STONE HAS BEEN DESTROYED.  W.P.A. MEN
 FC1822'FOUND THE MARK BUT IT WAS OUT OF THE GOURND.
 FC1822
 FC1822                          STATION RECOVERY (1958)
 FC1822
 FC1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1822'STATION MARK WAS RECOVERED IN GOOD CONDITION.  STEEL POST WITH T.V.A.
 FC1822'CONTROL MARKER SIGN IS SET AT STATION MARK.  TIME AND WEATHER
 FC1822'CONDITIONS DID NOT PERMIT RECOVERY OF REFERENCE MARKS AND THE AZIMUTH
 FC1822'MARK.  CHANGES IN HIGHWAYS MAKES NEW DIRECTIONS TO REACH THE
 FC1822'STATION NECESSARY.
 FC1822'
 FC1822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 FC1822'HIGHWAY 68 AND 2-1/2 MILES SOUTHWEST OF SPRING CITY, GO EAST ON
 FC1822'HIGHWAY 68 FOR 2 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTHEAST
 FC1822'AND EAST ON A PAVED ROAD FOR ABOUT 2 MILES TO A T INTERSECTION (OLD
 FC1822'HIGHWAY 68) AND A FARM HOUSE ON THE RIGHT.  CROSS SMALL STREAM TO THE
 FC1822'SOUTHWEST OF HOUSE AND FOLLOW TRACK ROAD WESTERLY TO TOP OF HILL
 FC1822'AND STATION.
 FC1822
 FC1822                          STATION RECOVERY (1961)
 FC1822
 FC1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1822'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1822'RECOVERED AND FOUND IN GOOD CONDITION.  A DISCREPANCY OF
 FC1822'0.09 OF A FOOT WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK NO. 1.
 FC1822'THE ORIGINAL AZIMUTH MARK WAS DESTROYED BY ROAD CONSTRUCTION AS
 FC1822'REPORTED IN 1940, AND A NEW AZIMUTH MARK WAS RESET DURING THE 1961
 FC1822'OCCUPATION.
 FC1822'
 FC1822'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 FC1822'
 FC1822'THE STATION IS ON THE PROPERTY OF MR. WILLIAM HILLEARY OF SPRING
 FC1822'CITY, IN A CULTIVATED FIELD, NEAR THE SUMMIT OF A ROUNDED HILL,
 FC1822'OVERLOOKING THE WATTS BAR RESERVOIR TO THE SOUTH AND EAST.  IT IS
 FC1822'ABOUT 3-1/2 MILES SOUTHEAST OF SPRING CITY, 3 MILES NORTHWEST OF
 FC1822'THE TENNESSEE VALLEY AUTHORITY WATTS BAR DAM ON THE TENNESSEE RIVER
 FC1822'AND 2-1/2 MILES WEST OF THE RHEA-MEIGS COUNTY LINE.
 FC1822'
 FC1822'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER WATTS BAR
 FC1822'DAM AND THE AZIMUTH MARK AS DESCRIBED, GO WEST AND NORTHWEST ON
 FC1822'STATE ROUTE 68 FOR 5.25 MILES TO COUNTY ROAD 5619/1) JUST PAST GUYS
 FC1822'SUPER MARKET ON THE RIGHT.  HERE TURN RIGHT ON COUNTY ROAD 5619/1),
 FC1822'AND GO NORTHEAST AND EAST FOR 2.2 MILES TO A FIELD ROAD ON THE RIGHT,
 FC1822'TURN RIGHT ON THIS FIELD ROAD AND GO SOUTHEASTERLY, UPHILL, FOR
 FC1822'0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK
 FC1822'SOUTHEASTERLY, ACROSS A CULTIVATED FIELD FOR ABOUT 150 YARDS TO A
 FC1822'WIRE FENCE, CROSS THIS FENCE AND PACK EAST ACROSS A CULTIVATED FIELD
 FC1822'FOR ABOUT 45 YARDS TO THE TOP OF THE HILL AND THE STATION.
 FC1822'
 FC1822'THE STATION IS 109.9 FEET SOUTH OF A METAL POST WITH A T.V.A. CONTROL
 FC1822'MARKER SIGN, 84 FEET SOUTHEAST OF A WIRE FENCE AND 71 FEET EAST
 FC1822'OF A 12-INCH PINE TREE.  IT IS A STANDARD DISK SET IN A CONCRETE
 FC1822'MONUMENT ABOUT 1 FOOT BELOW THE SURFACE OF THE FIELD AND THE
 FC1822'DISK IS STAMPED STONE 1934.
 FC1822'
 FC1822'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 6 FEET
 FC1822'SOUTHEAST OF A WIRE FENCE AND 0.8 OF A FOOT SOUTH OF A METAL POST
 FC1822'WITH A T.V.A. CONTROL MARKER SIGN.  IT IS A STANDARD DISK SET IN A
 FC1822'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FC1822'STAMPED STONE NO 1 1934.
 FC1822'
 FC1822'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 68 FEET
 FC1822'SOUTHWEST OF A 12-INCH PINE TREE AND 3 FEET SOUTHEAST OF A WIRE
 FC1822'FENCE.  IT IS A STANDARD DISK SET IN A CONCRETE MONUMENT THAT
 FC1822'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED STONE NO 2 1934.
 FC1822'
 FC1822'THE AZIMUTH MARK IS LOCATED AT THE EXTREME EAST END OF THE BRIDGE
 FC1822'OVER THE WATTS BAR DAM ON THE TENNESSEE RIVER, AND IS ABOUT 3 MILES
 FC1822'SOUTHEAST OF THE STATION.  IT IS CEMENTED IN A DRILL HOLE IN THE
 FC1822'NORTH WALKWAY OF THE BRIDGE, 19 FEET NORTH OF THE CENTER OF
 FC1822'STATE ROUTE 68, 18.5 FEET WEST OF A STEEL LIGHT POLE, 0.9 FOOT
 FC1822'NORTHEAST OF THE NORTHEAST CORNER OF A STEEL DRAIN PLATE, 0.9 FOOT
 FC1822'SOUTH OF THE CONCRETE RAILING OF THE BRIDGE, AND 0.5 FOOT WEST OF THE
 FC1822'EAST END OF THE WALKWAY.  IT IS A STANDARD DISK SET FLUSH WITH THE
 FC1822'SURFACE OF THE WALKWAY AND THE DISK IS STAMPED STONE 1934 RESET 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1434 ***********************************************************************
 FD1434  DESIGNATION -  STONE RESET
 FD1434  PID         -  FD1434
 FD1434  STATE/COUNTY-  TN/FRANKLIN
 FD1434  USGS QUAD   -  TULLAHOMA (1982)
 FD1434
 FD1434                         *CURRENT SURVEY CONTROL
 FD1434  ___________________________________________________________________
 FD1434* NAD 83(1995)-  35 15 21.36760(N)    086 10 55.81836(W)     ADJUSTED  
 FD1434* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 FD1434  ___________________________________________________________________
 FD1434  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 FD1434  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1434
 FD1434  HORZ ORDER  -  SECOND
 FD1434
 FD1434.The horizontal coordinates were established by classical geodetic methods
 FD1434.and adjusted by the National Geodetic Survey in April 1999..
 FD1434
 FD1434.The orthometric height was scaled from a topographic map.
 FD1434
 FD1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1434
 FD1434.The geoid height was determined by GEOID03.
 FD1434
 FD1434;                    North         East     Units Scale Factor Converg.
 FD1434;SPC TN       -   102,378.482   583,421.847   MT  0.99999896   -0 06 23.9
 FD1434;SPC TN       -   335,886.74  1,914,109.84   sFT  0.99999896   -0 06 23.9
 FD1434;UTM  16      - 3,901,732.428   574,395.915   MT  0.99966821   +0 28 19.5
 FD1434
 FD1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1434!SPC TN       -   0.99995490  x   0.99999896  =   0.99995386
 FD1434!UTM  16      -   0.99995490  x   0.99966821  =   0.99962313
 FD1434
 FD1434|---------------------------------------------------------------------|
 FD1434| PID    Reference Object                     Distance      Geod. Az  |
 FD1434|                                                           dddmmss.s |
 FD1434| CG7570 STONE RM 1                           46.302 METERS 00929     |
 FD1434| CG7571 STONE RM 2                           54.398 METERS 09705     |
 FD1434| FD1441 WINCHESTER MUNICIPAL TANK           APPROX. 9.9 KM 1412753.8 |
 FD1434| CG7569 STONE AZ MK                                        1564238.4 |
 FD1434| FD0206 COLE                                APPROX.12.3 KM 1881748.1 |
 FD1434|---------------------------------------------------------------------|
 FD1434
 FD1434                          SUPERSEDED SURVEY CONTROL
 FD1434
 FD1434  NAD 83(1995)-  35 15 21.37023(N)    086 10 55.81717(W) AD(       ) 2
 FD1434  NAD 83(1995)-  35 15 21.37065(N)    086 10 55.81647(W) AD(       ) 2
 FD1434  NAD 83(1995)-  35 15 21.37806(N)    086 10 55.81943(W) AD(       ) 2
 FD1434  NAD 83(1986)-  35 15 21.38014(N)    086 10 55.81787(W) AD(       ) 2
 FD1434  NAD 27      -  35 15 21.08400(N)    086 10 55.85900(W) AD(       ) 2
 FD1434
 FD1434.Superseded values are not recommended for survey control.
 FD1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1434.See file dsdata.txt to determine how the superseded data were derived.
 FD1434
 FD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7439601732(NAD 83)
 FD1434_MARKER: DS = TRIANGULATION STATION DISK
 FD1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1434
 FD1434  HISTORY     - Date     Condition        Report By
 FD1434  HISTORY     - 1963     MONUMENTED       CGS
 FD1434
 FD1434                          STATION DESCRIPTION
 FD1434
 FD1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD1434'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE RECOVERED AND
 FD1434'FOUND IN GOOD CONDITION.  THE
 FD1434'SURFACE STATION MARK WAS FOUND LAYING ON ITS SIDE AND
 FD1434'FLUSH WITH THE SURFACE OF THE
 FD1434'GROUND.  THE AZIMUTH MARK WAS FOUND
 FD1434'DESTROYED AND LAYING ON ITS SIDE IN A BARN LOT
 FD1434'NEAR THE ORIGINAL
 FD1434'LOCATION AND THE DISK WAS REMOVED FOR SUBMISSION TO THE
 FD1434'WASHINGTON
 FD1434'OFFICE.  THE UNDERGROUND STATION MARK WAS RECOVERED ABOUT 28 INCHES
 FD1434'BELOW THE SURFACE
 FD1434'OF THE GROUND AND THE DISTANCES FROM THE REFERENCE
 FD1434'MARKS AS SHOWN IN THE 1934
 FD1434'DESCRIPTION WERE CHECKED FOR ACCURACY.  A
 FD1434'DISCREPANCY OF 0.02 FOOT WAS NOTED IN THE
 FD1434'MEASUREMENT TO REFERENCE
 FD1434'MARK NO 1 AND THE MEASUREMENT OF REFERENCE MARK NO 2 CHECKED
 FD1434'FLAT.  SINCE
 FD1434'THERE WAS NO EVIDENCE OF MOVEMENT OF THE UNDERGROUND MARK, A
 FD1434'NEW SURFACE MARK WAS
 FD1434'ESTABLISHED.  THE HORIZONTAL ANGLE BETWEEN
 FD1434'REFERENCE MARK NO 1 AND REFERENCE MARK
 FD1434'NO 2 WAS THEN OBSERVED AND THE
 FD1434'ANGLE AS TRANSFERRED FROM THE 1934 NOTES BETWEEN THESE
 FD1434'MARKS WAS 87 DEG
 FD1434'37 MIN AS COMPARED TO THE 1963 RESULTS OF 87 DEG 36 MIN 02 SEC.
 FD1434'
 FD1434'DUE TO CHANGES IN HIGHWAYS AND PROPERTY OWNERSHIP, THE ORIGINAL
 FD1434'TO-REACH AND DESCRIPTION
 FD1434'IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 FD1434'DESCRIPTION.
 FD1434'
 FD1434'THE STATION IS ON THE PROPERTY OF MR O G FELL ABOUT 8 MILES SOUTH OF
 FD1434'TULLAHOMA AND 1 MILE NORTH
 FD1434'OF THE SMALL COMMUNITY OF WINCHESTER SPRINGS.
 FD1434'
 FD1434'TO REACH FROM THE POST OFFICE IN TULLAHOMA, GO WEST ONE BLOCK TO U S
 FD1434'HIGHWAY 41A AND STATE
 FD1434'ROUTES 55 AND 130, HERE TURN LEFT AND GO SOUTH ON THESE
 FD1434'HIGHWAYS FOR ONE BLOCK TO WHERE
 FD1434'STATE ROUTE 130 TURN RIGHT AND
 FD1434'MASONIC TEMPLE IN THE SOUTHWEST ANGLE.  HERE TURN
 FD1434'RIGHT, WEST, ON
 FD1434'STATE ROUTE 130 AND GO 0.5 MILE TO A TRAFFIC LIGHT WHERE STATE ROUTE
 FD1434'130 BEARS LEFT,
 FD1434'BEAR LEFT ON STATE ROUTE 130 AND GO SOUTHERLY FOR 0.7
 FD1434'MILE TO THE COFFEE-FRANKLIN COUNTY
 FD1434'LINE, CONTINUE SOUTHERLY ON STATE
 FD1434'ROUTE 130 FOR 3.25 MILES TO THE CENTER GROVE SCHOOL
 FD1434'ON THE RIGHT,
 FD1434'CONTINUE SOUTHERLY FOR 1.05 MILES TO A CROSSROAD AND RIDDLES STORE
 FD1434'AND SERVICE
 FD1434'STATION ON THE RIGHT, CONTINUE SOUTHERLY ON STATE ROUTE
 FD1434'130 FOR 3.1 MILES TO THE HOME
 FD1434'OF MR O G FELL ON THE RIGHT AND THE
 FD1434'STATION NEAR THE SOUTHEAST CORNER OF THE YARD AS
 FD1434'DESCRIBED.
 FD1434'
 FD1434'THE STATION IS 104 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD1434'FELL HOME, 58 FEET
 FD1434'SOUTHEAST OF AN 18-INCH, FORKED TRUNKED, OAK TREE, 40
 FD1434'FEET WEST OF THE APPROXIMATE
 FD1434'CENTER OF STATE ROUTE 130, 15 FEET NORTH
 FD1434'OF A WOVEN WIRE FENCE, AND 8 FEET SOUTH OF THE
 FD1434'APPROXIMATE CENTER OF
 FD1434'A GRAVELED DRIVE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1434'12-INCH SQUARE,
 FD1434'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FD1434'STAMPED STONE 1934 1963.
 FD1434'
 FD1434'REFERENCE MARK NO 1 IS ACROSS THE HIGHWAY FROM THE STATION IN THE
 FD1434'YARD OF MR JOHN M RANKIN,
 FD1434'50 FEET WEST OF THE SOUTHWEST CORNER OF THE RANKIN
 FD1434'HOME, 36 FEET NORTH-NORTHWEST OF
 FD1434'A 50-INCH OAK TREE, 35 FEET EAST OF
 FD1434'THE APPROXIMATE CENTER OF STATE ROUTE 130, 21 FEET
 FD1434'SOUTH OF AN
 FD1434'18-INCH MAPLE TREE, AND 19 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FD1434'GRAVELED DRIVE.
 FD1434'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FD1434'CYLINDRICAL, CONCRETE MONUMENT THAT
 FD1434'PROJECTS 4 INCHES AND THE DISK IS
 FD1434'STAMPED STONE NO 1 1934.
 FD1434'
 FD1434'REFERENCE MARK NO 2 IS ACROSS THE HIGHWAY FROM THE STATION NEAR THE
 FD1434'SOUTH SIDE OF THE PROPERTY
 FD1434'OF MR JOHN M RANKIN, 134 FEET EAST OF THE APPROXIMATE
 FD1434'CENTER OF STATE ROUTE 130, 30 FEET
 FD1434'EAST OF AN 18-INCH HICKORY TREE
 FD1434'AND 5 FEET NORTH OF AN EAST-WEST FENCE.  IT IS A
 FD1434'STANDARD DISK SET IN
 FD1434'THE TOP OF A 10-INCH CYLINDRICAL, CONCRETE MONUMENT THAT PROJECTS 1
 FD1434'INCH AND THE
 FD1434'DISK IS STAMPED STONE NO 2 1934.
 FD1434'
 FD1434'THE HORIZONTAL DISTANCE BETWEE THE REFERENCE MARKS IS 228.46 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0245 ***********************************************************************
 FC0245  DESIGNATION -  STONE RM 1
 FC0245  PID         -  FC0245
 FC0245  STATE/COUNTY-  TN/KNOX
 FC0245  USGS QUAD   -  BEARDEN (1990)
 FC0245
 FC0245                         *CURRENT SURVEY CONTROL
 FC0245  ___________________________________________________________________
 FC0245* NAD 83(1986)-  35 55 52.     (N)    084 01 57.     (W)     SCALED    
 FC0245* NAVD 88     -       304.900  (meters)    1000.33   (feet)  ADJUSTED  
 FC0245  ___________________________________________________________________
 FC0245  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0245  DYNAMIC HT  -         304.616 (meters)     999.39  (feet)  COMP
 FC0245  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0245
 FC0245  VERT ORDER  -  SECOND    CLASS 0
 FC0245
 FC0245.The horizontal coordinates were scaled from a topographic map and have
 FC0245.an estimated accuracy of +/- 6 seconds.
 FC0245
 FC0245.The orthometric height was determined by differential leveling
 FC0245.and adjusted by the National Geodetic Survey in June 1991..
 FC0245
 FC0245.The geoid height was determined by GEOID03.
 FC0245
 FC0245.The dynamic height is computed by dividing the NAVD 88
 FC0245.geopotential number by the normal gravity value computed on the
 FC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0245.degrees latitude (g = 980.6199 gals.).
 FC0245
 FC0245.The modeled gravity was interpolated from observed gravity values.
 FC0245
 FC0245;                    North         East    Units  Estimated Accuracy
 FC0245;SPC TN       -   179,060.      777,530.      MT  (+/- 180 meters Scaled)
 FC0245
 FC0245                          SUPERSEDED SURVEY CONTROL
 FC0245
 FC0245  NGVD 29 (??/??/92)  305.028  (m)         1000.75   (f) ADJ UNCH    2 0
 FC0245
 FC0245.Superseded values are not recommended for survey control.
 FC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0245.See file dsdata.txt to determine how the superseded data were derived.
 FC0245
 FC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677803(NAD 83)
 FC0245_MARKER: DR = REFERENCE MARK DISK
 FC0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0245_STAMPING: STONE NO 1 1960
 FC0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0245+STABILITY: SURFACE MOTION
 FC0245
 FC0245  HISTORY     - Date     Condition        Report By
 FC0245  HISTORY     - 1960     MONUMENTED       CGS
 FC0245
 FC0245                          STATION DESCRIPTION
 FC0245
 FC0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0245'3.6 MI W FROM BEARDEN.
 FC0245'THIS MARK IS LOCATED AT THE STONE 1960 STATION SITE, 39.5 FT.
 FC0245'NORTHEAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 FC0245'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 18 FT.
 FC0245'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0243 ***********************************************************************
 FC0243  DESIGNATION -  STONE RM 2
 FC0243  PID         -  FC0243
 FC0243  STATE/COUNTY-  TN/KNOX
 FC0243  USGS QUAD   -  BEARDEN (1990)
 FC0243
 FC0243                         *CURRENT SURVEY CONTROL
 FC0243  ___________________________________________________________________
 FC0243* NAD 83(1986)-  35 55 52.     (N)    084 01 57.     (W)     SCALED    
 FC0243* NAVD 88     -       305.302  (meters)    1001.64   (feet)  ADJUSTED  
 FC0243  ___________________________________________________________________
 FC0243  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0243  DYNAMIC HT  -         305.017 (meters)    1000.71  (feet)  COMP
 FC0243  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0243
 FC0243  VERT ORDER  -  SECOND    CLASS 0
 FC0243
 FC0243.The horizontal coordinates were scaled from a topographic map and have
 FC0243.an estimated accuracy of +/- 6 seconds.
 FC0243
 FC0243.The orthometric height was determined by differential leveling
 FC0243.and adjusted by the National Geodetic Survey in June 1991..
 FC0243
 FC0243.The geoid height was determined by GEOID03.
 FC0243
 FC0243.The dynamic height is computed by dividing the NAVD 88
 FC0243.geopotential number by the normal gravity value computed on the
 FC0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0243.degrees latitude (g = 980.6199 gals.).
 FC0243
 FC0243.The modeled gravity was interpolated from observed gravity values.
 FC0243
 FC0243;                    North         East    Units  Estimated Accuracy
 FC0243;SPC TN       -   179,060.      777,530.      MT  (+/- 180 meters Scaled)
 FC0243
 FC0243                          SUPERSEDED SURVEY CONTROL
 FC0243
 FC0243  NGVD 29 (??/??/92)  305.430  (m)         1002.06   (f) ADJ UNCH    2 0
 FC0243
 FC0243.Superseded values are not recommended for survey control.
 FC0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0243.See file dsdata.txt to determine how the superseded data were derived.
 FC0243
 FC0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677803(NAD 83)
 FC0243_MARKER: DR = REFERENCE MARK DISK
 FC0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0243_STAMPING: STONE NO 2 1960
 FC0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0243+STABILITY: SURFACE MOTION
 FC0243
 FC0243  HISTORY     - Date     Condition        Report By
 FC0243  HISTORY     - 1960     MONUMENTED       CGS
 FC0243
 FC0243                          STATION DESCRIPTION
 FC0243
 FC0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0243'3.6 MI W FROM BEARDEN.
 FC0243'THIS MARK IS LOCATED AT THE STONE 1960 STATION SITE, 46.6 FT.
 FC0243'WEST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0243'POST FLUSH WITH THE GROUND AND IS ABOUT 19 FT. ABOVE THE LEVEL OF
 FC0243'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0072 ***********************************************************************
 FD0072  DESIGNATION -  STONES
 FD0072  PID         -  FD0072
 FD0072  STATE/COUNTY-  TN/RUTHERFORD
 FD0072  USGS QUAD   -  MURFREESBORO (1983)
 FD0072
 FD0072                         *CURRENT SURVEY CONTROL
 FD0072  ___________________________________________________________________
 FD0072* NAD 83(1995)-  35 50 51.47276(N)    086 26 16.62766(W)     ADJUSTED  
 FD0072* NAVD 88     -       183.346  (meters)     601.53   (feet)  ADJUSTED  
 FD0072  ___________________________________________________________________
 FD0072  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FD0072  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0072  DYNAMIC HT  -         183.185 (meters)     601.00  (feet)  COMP
 FD0072  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FD0072
 FD0072  HORZ ORDER  -  SECOND
 FD0072  VERT ORDER  -  SECOND    CLASS 0
 FD0072
 FD0072.The horizontal coordinates were established by classical geodetic methods
 FD0072.and adjusted by the National Geodetic Survey in April 1999..
 FD0072
 FD0072.The orthometric height was determined by differential leveling
 FD0072.and adjusted by the National Geodetic Survey in June 1991..
 FD0072
 FD0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0072
 FD0072.The geoid height was determined by GEOID03.
 FD0072
 FD0072.The dynamic height is computed by dividing the NAVD 88
 FD0072.geopotential number by the normal gravity value computed on the
 FD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0072.degrees latitude (g = 980.6199 gals.).
 FD0072
 FD0072.The modeled gravity was interpolated from observed gravity values.
 FD0072
 FD0072;                    North         East     Units Scale Factor Converg.
 FD0072;SPC TN       -   168,098.346   560,438.974   MT  0.99994843   -0 15 23.0
 FD0072;SPC TN       -   551,502.66  1,838,706.87   sFT  0.99994843   -0 15 23.0
 FD0072;UTM  16      - 3,967,194.542   550,753.560   MT  0.99963174   +0 19 45.0
 FD0072
 FD0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0072!SPC TN       -   0.99997572  x   0.99994843  =   0.99992415
 FD0072!UTM  16      -   0.99997572  x   0.99963174  =   0.99960747
 FD0072
 FD0072:                Primary Azimuth Mark                     Grid Az
 FD0072:SPC TN       -  STONES AZ MK                             238 39 55.0
 FD0072:UTM  16      -  STONES AZ MK                             238 04 47.0
 FD0072
 FD0072|---------------------------------------------------------------------|
 FD0072| PID    Reference Object                     Distance      Geod. Az  |
 FD0072|                                                           dddmmss.s |
 FD0072| FD0069 STONES AZ MK                                       2382432.0 |
 FD0072| FD0070 STONES RM 1                          40.503 METERS 27649     |
 FD0072| FD0071 STONES RM 2                          21.791 METERS 33926     |
 FD0072|---------------------------------------------------------------------|
 FD0072
 FD0072                          SUPERSEDED SURVEY CONTROL
 FD0072
 FD0072  NAD 83(1995)-  35 50 51.47901(N)    086 26 16.63027(W) AD(       ) 2
 FD0072  NAD 83(1986)-  35 50 51.48407(N)    086 26 16.62821(W) AD(       ) 2
 FD0072  NAD 27      -  35 50 51.25020(N)    086 26 16.66500(W) AD(       ) 2
 FD0072  NGVD 29 (??/??/92)  183.358  (m)          601.57   (f) ADJ UNCH    2 0
 FD0072
 FD0072.Superseded values are not recommended for survey control.
 FD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0072.See file dsdata.txt to determine how the superseded data were derived.
 FD0072
 FD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5075467195(NAD 83)
 FD0072_MARKER: DE = TRAVERSE STATION DISK
 FD0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0072_STAMPING: STONES 1960
 FD0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0072+STABILITY: SURFACE MOTION
 FD0072
 FD0072  HISTORY     - Date     Condition        Report By
 FD0072  HISTORY     - 1960     MONUMENTED       CGS
 FD0072  HISTORY     - 1960     GOOD             CGS
 FD0072
 FD0072                          STATION DESCRIPTION
 FD0072
 FD0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0072'THE STATION IS LOCATED ON THE PROPERTY OF BESSIE LEE AND MARY SEWELL
 FD0072'HOOVER, ABOUT 2.5 MILES
 FD0072'WEST OF MURFREESBORO, ALONG THE NORTH SIDE OF STATE
 FD0072'HIGHWAY 96 AND ABOUT 75 YARDS
 FD0072'SOUTHWEST OF THE HOOVERS RESIDENCE.
 FD0072'
 FD0072'TO REACH THE STATION FROM THE COURT HOUSE IN MURFREESBORO, GO WEST,
 FD0072'ON WEST MAIN STREET FOR
 FD0072'0.15 MILE TO U S HIGHWAYS 70S AND 41.  PROCEED ACROSS
 FD0072'U S HIGHWAYS 70S AND 41 TO STATE
 FD0072'HIGHWAYS 99 AND 96 AND GO WEST FOR
 FD0072'0.15 MILE, THEN LEFT, SOUTHWEST FOR 0.3 MILE TO THE
 FD0072'JUNCTION OF STATE
 FD0072'HIGHWAYS 99 AND 96.  PROCEED WESTERLY, ON STATE HIGHWAY 96 FOR 0.7
 FD0072'MILE TO THE STONES
 FD0072'RIVER BRIDGE, CONTINUE WEST FOR 1.3 MILE TO A
 FD0072'PRIVATE DRIVE-WAY ON THE RIGHT.  TURN
 FD0072'RIGHT, THEN ENTER GATE INTO
 FD0072'BARN YARD AND THE STATION ON THE RIGHT.
 FD0072'
 FD0072'TO REACH THE AZIMUTH MARK FROM THE PRIVATE DRIVE-WAY, PROCEED
 FD0072'WESTERLY ON STATE HIGHWAY 96
 FD0072'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FD0072'
 FD0072'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED STONED 1960,
 FD0072'SET IN A CONCRETE
 FD0072'MONUMENT, AND SET FLUSH.  IT IS 36 FEET SOUTHEAST OF THE
 FD0072'SOUTHEAST CORNER OF A BARN
 FD0072'33 FEET NORTHEAST OF A GATE POST, 15 FEET
 FD0072'NORTH OF A WIRE FENCE, 14.7 FEET NORTH OF A
 FD0072'WITNESS SIGN, AND 14 FEET
 FD0072'WEST OF A WIRE FENCE.
 FD0072'
 FD0072'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED STONES NO 1 1960, SET
 FD0072'IN A CONCRETE MONUMENT,
 FD0072'AND SET FLUSH.  IT IS 50 FEET SOUTHWEST OF THE
 FD0072'SOUTHWEST CORNER OF THE BARN, 3 FEET
 FD0072'SOUTH OF A GATE POST, AND 1 FOOT
 FD0072'EAST OF A WOODEN FENCE.
 FD0072'
 FD0072'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED STONES NO 2 1960, SET
 FD0072'IN A CONCRETE MONUMENT,
 FD0072'AND SET FLUSH.  IT IS 7 FEET EAST OF THE NORTHEAST
 FD0072'CORNER OF THE BARN AND JUST SOUTH OF
 FD0072'A WOODEN FENCE.
 FD0072'
 FD0072'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STONES 1960, SET IN A
 FD0072'CONCRETE MONUMENT, AND
 FD0072'SET FLUSH.  IT IS 70 FEET WEST OF THE CENTER OF A
 FD0072'DRIVE-WAY, 28 FEET SOUTH OF THE
 FD0072'CENTER OF STATE HIGHWAY 96, 4 FEET
 FD0072'SOUTH OF A POWER LINE POLE, 4.6 FEET SOUTH OF A
 FD0072'WITNESS SIGN, AND 1
 FD0072'FOOT NORTH OF A POWER LINE POLE GUY CABLES ANCHOR.
 FD0072'
 FD0072'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD0072
 FD0072                          STATION RECOVERY (1960)
 FD0072
 FD0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0072'5.5 MI W FROM MURFREESBORO.
 FD0072'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0072'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0072'3.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24.  THE STATION
 FD0072'MARK IS IN A BARN YARD, 36 FT. SOUTHEAST OF THE SOUTHEAST CORNER
 FD0072'OF A BARN, 33 FT. NORTHEAST OF A GATE POST, 15 FT. NORTH OF A
 FD0072'WIRE FENCE, 14.7 FT. NORTH OF A WITNESS SIGN, AND 14 FT. WEST
 FD0072'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0072'THAT IS FLUSH WITH THE GROUND.  NOTE-- THIS STATION IS 0.15
 FD0072'MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 96 AND CASON
 FD0072'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0069 ***********************************************************************
 FD0069  DESIGNATION -  STONES AZ MK
 FD0069  PID         -  FD0069
 FD0069  STATE/COUNTY-  TN/RUTHERFORD
 FD0069  USGS QUAD   -  MURFREESBORO (1983)
 FD0069
 FD0069                         *CURRENT SURVEY CONTROL
 FD0069  ___________________________________________________________________
 FD0069* NAD 83(1986)-  35 50 43.     (N)    086 26 34.     (W)     SCALED    
 FD0069* NAVD 88     -       183.092  (meters)     600.69   (feet)  ADJUSTED  
 FD0069  ___________________________________________________________________
 FD0069  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0069  DYNAMIC HT  -         182.932 (meters)     600.17  (feet)  COMP
 FD0069  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FD0069
 FD0069  VERT ORDER  -  SECOND    CLASS 0
 FD0069
 FD0069.The horizontal coordinates were scaled from a topographic map and have
 FD0069.an estimated accuracy of +/- 6 seconds.
 FD0069
 FD0069.The orthometric height was determined by differential leveling
 FD0069.and adjusted by the National Geodetic Survey in June 1991..
 FD0069
 FD0069.The geoid height was determined by GEOID03.
 FD0069
 FD0069.The dynamic height is computed by dividing the NAVD 88
 FD0069.geopotential number by the normal gravity value computed on the
 FD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0069.degrees latitude (g = 980.6199 gals.).
 FD0069
 FD0069.The modeled gravity was interpolated from observed gravity values.
 FD0069
 FD0069;                    North         East    Units  Estimated Accuracy
 FD0069;SPC TN       -   167,840.      560,000.      MT  (+/- 180 meters Scaled)
 FD0069
 FD0069                          SUPERSEDED SURVEY CONTROL
 FD0069
 FD0069  NGVD 29 (??/??/92)  183.104  (m)          600.73   (f) ADJ UNCH    2 0
 FD0069
 FD0069.Superseded values are not recommended for survey control.
 FD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0069.See file dsdata.txt to determine how the superseded data were derived.
 FD0069
 FD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE503669(NAD 83)
 FD0069_MARKER: DZ = AZIMUTH MARK DISK
 FD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0069_STAMPING: STONES 1960
 FD0069_MARK LOGO: CGS   
 FD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0069+STABILITY: SURFACE MOTION
 FD0069
 FD0069  HISTORY     - Date     Condition        Report By
 FD0069  HISTORY     - 1960     MONUMENTED       CGS
 FD0069
 FD0069                          STATION DESCRIPTION
 FD0069
 FD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0069'5.8 MI W FROM MURFREESBORO.
 FD0069'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0069'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0069'3.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN 0.25 MILES
 FD0069'WEST ON STATE HIGHWAY 96.  THE AZIMUTH MARK IS 0.1 MILE WEST
 FD0069'OF THE INTERSECTION OF STATE HIGHWAY 96 AND CASON LANE, 70 FT.
 FD0069'WEST OF THE CENTER OF A DRIVE-WAY, 28 FT. SOUTH OF THE CENTER
 FD0069'OF STATE HIGHWAY 96, 4 FT. SOUTH OF A POWER LINE POLE, 4.6 FT.
 FD0069'SOUTH OF A WITNESS SIGN, AND 1 FT. NORTH OF A POWER LINE POLE
 FD0069'GUY CABLES ANCHOR.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0069'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0070 ***********************************************************************
 FD0070  DESIGNATION -  STONES RM 1
 FD0070  PID         -  FD0070
 FD0070  STATE/COUNTY-  TN/RUTHERFORD
 FD0070  USGS QUAD   -  MURFREESBORO (1983)
 FD0070
 FD0070                         *CURRENT SURVEY CONTROL
 FD0070  ___________________________________________________________________
 FD0070* NAD 83(1986)-  35 50 51.     (N)    086 26 16.     (W)     SCALED    
 FD0070* NAVD 88     -       181.970  (meters)     597.01   (feet)  ADJUSTED  
 FD0070  ___________________________________________________________________
 FD0070  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0070  DYNAMIC HT  -         181.811 (meters)     596.49  (feet)  COMP
 FD0070  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FD0070
 FD0070  VERT ORDER  -  SECOND    CLASS 0
 FD0070
 FD0070.The horizontal coordinates were scaled from a topographic map and have
 FD0070.an estimated accuracy of +/- 6 seconds.
 FD0070
 FD0070.The orthometric height was determined by differential leveling
 FD0070.and adjusted by the National Geodetic Survey in June 1991..
 FD0070
 FD0070.The geoid height was determined by GEOID03.
 FD0070
 FD0070.The dynamic height is computed by dividing the NAVD 88
 FD0070.geopotential number by the normal gravity value computed on the
 FD0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0070.degrees latitude (g = 980.6199 gals.).
 FD0070
 FD0070.The modeled gravity was interpolated from observed gravity values.
 FD0070
 FD0070;                    North         East    Units  Estimated Accuracy
 FD0070;SPC TN       -   168,080.      560,460.      MT  (+/- 180 meters Scaled)
 FD0070
 FD0070                          SUPERSEDED SURVEY CONTROL
 FD0070
 FD0070  NGVD 29 (??/??/92)  181.982  (m)          597.05   (f) ADJ UNCH    2 0
 FD0070
 FD0070.Superseded values are not recommended for survey control.
 FD0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0070.See file dsdata.txt to determine how the superseded data were derived.
 FD0070
 FD0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE507671(NAD 83)
 FD0070_MARKER: DR = REFERENCE MARK DISK
 FD0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0070_STAMPING: STONES NO 1 1960
 FD0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0070+STABILITY: SURFACE MOTION
 FD0070
 FD0070  HISTORY     - Date     Condition        Report By
 FD0070  HISTORY     - 1960     MONUMENTED       CGS
 FD0070
 FD0070                          STATION DESCRIPTION
 FD0070
 FD0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0070'5.5 MI W FROM MURFREESBORO.
 FD0070'THIS MARK IS LOCATED AT THE STONES 1960 STATION SITE, 133 FT.
 FD0070'WEST OF THE STATION MARK, 50 FT. SOUTHWEST OF THE SOUTHWEST
 FD0070'CORNER OF THE BARN, 3 FT. SOUTH OF A GATE POST, AND 1 FT. EAST
 FD0070'OF A WOODEN FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0070'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0071 ***********************************************************************
 FD0071  DESIGNATION -  STONES RM 2
 FD0071  PID         -  FD0071
 FD0071  STATE/COUNTY-  TN/RUTHERFORD
 FD0071  USGS QUAD   -  MURFREESBORO (1983)
 FD0071
 FD0071                         *CURRENT SURVEY CONTROL
 FD0071  ___________________________________________________________________
 FD0071* NAD 83(1986)-  35 50 51.     (N)    086 26 16.     (W)     SCALED    
 FD0071* NAVD 88     -       182.749  (meters)     599.57   (feet)  ADJUSTED  
 FD0071  ___________________________________________________________________
 FD0071  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0071  DYNAMIC HT  -         182.590 (meters)     599.05  (feet)  COMP
 FD0071  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FD0071
 FD0071  VERT ORDER  -  SECOND    CLASS 0
 FD0071
 FD0071.The horizontal coordinates were scaled from a topographic map and have
 FD0071.an estimated accuracy of +/- 6 seconds.
 FD0071
 FD0071.The orthometric height was determined by differential leveling
 FD0071.and adjusted by the National Geodetic Survey in June 1991..
 FD0071
 FD0071.The geoid height was determined by GEOID03.
 FD0071
 FD0071.The dynamic height is computed by dividing the NAVD 88
 FD0071.geopotential number by the normal gravity value computed on the
 FD0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0071.degrees latitude (g = 980.6199 gals.).
 FD0071
 FD0071.The modeled gravity was interpolated from observed gravity values.
 FD0071
 FD0071;                    North         East    Units  Estimated Accuracy
 FD0071;SPC TN       -   168,080.      560,460.      MT  (+/- 180 meters Scaled)
 FD0071
 FD0071                          SUPERSEDED SURVEY CONTROL
 FD0071
 FD0071  NGVD 29 (??/??/92)  182.761  (m)          599.61   (f) ADJ UNCH    2 0
 FD0071
 FD0071.Superseded values are not recommended for survey control.
 FD0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0071.See file dsdata.txt to determine how the superseded data were derived.
 FD0071
 FD0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE507671(NAD 83)
 FD0071_MARKER: DR = REFERENCE MARK DISK
 FD0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0071_STAMPING: STONES NO 2 1960
 FD0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0071+STABILITY: SURFACE MOTION
 FD0071
 FD0071  HISTORY     - Date     Condition        Report By
 FD0071  HISTORY     - 1960     MONUMENTED       CGS
 FD0071
 FD0071                          STATION DESCRIPTION
 FD0071
 FD0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0071'5.5 MI W FROM MURFREESBORO.
 FD0071'THIS MARK IS LOCATED AT THE STONES 1960 STATION SITE, 71.5 FT.
 FD0071'NORTHWEST OF THE STATION MARK, 7 FT. EAST OF THE NORTHEAST
 FD0071'CORNER OF THE BARN AND JUST SOUTH OF A WOODEN FENCE.  THE
 FD0071'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0071'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2576 ***********************************************************************
 GC2576  DESIGNATION -  STONEY
 GC2576  PID         -  GC2576
 GC2576  STATE/COUNTY-  TN/DICKSON
 GC2576  USGS QUAD   -  ELLIS MILLS (1982)
 GC2576
 GC2576                         *CURRENT SURVEY CONTROL
 GC2576  ___________________________________________________________________
 GC2576* NAD 83(1995)-  36 15 49.96554(N)    087 30 39.60592(W)     ADJUSTED  
 GC2576* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GC2576  ___________________________________________________________________
 GC2576  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 GC2576  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2576
 GC2576  HORZ ORDER  -  THIRD
 GC2576
 GC2576.The horizontal coordinates were established by classical geodetic methods
 GC2576.and adjusted by the National Geodetic Survey in April 1999..
 GC2576
 GC2576.The orthometric height was scaled from a topographic map.
 GC2576
 GC2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2576
 GC2576.The geoid height was determined by GEOID03.
 GC2576
 GC2576;                    North         East     Units Scale Factor Converg.
 GC2576;SPC TN       -   215,242.922   464,226.423   MT  0.99997647   -0 53 04.6
 GC2576;SPC TN       -   706,176.15  1,523,049.52   sFT  0.99997647   -0 53 04.6
 GC2576;UTM  16      - 4,013,338.250   454,098.372   MT  0.99962596   -0 18 08.2
 GC2576
 GC2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2576!SPC TN       -   0.99996580  x   0.99997647  =   0.99994227
 GC2576!UTM  16      -   0.99996580  x   0.99962596  =   0.99959177
 GC2576
 GC2576:                Primary Azimuth Mark                     Grid Az
 GC2576:SPC TN       -  MARION                                   048 19 11.9
 GC2576:UTM  16      -  MARION                                   047 44 15.5
 GC2576
 GC2576|---------------------------------------------------------------------|
 GC2576| PID    Reference Object                     Distance      Geod. Az  |
 GC2576|                                                           dddmmss.s |
 GC2576| GC2568 MARION                              APPROX. 8.7 KM 0472607.3 |
 GC2576| CG7573 STONEY AZ MK                                       0844028.9 |
 GC2576| CG7574 STONEY RM 1                          18.487 METERS 13323     |
 GC2576| GC2577 STONEY RM 2                          12.683 METERS 25824     |
 GC2576|---------------------------------------------------------------------|
 GC2576
 GC2576                          SUPERSEDED SURVEY CONTROL
 GC2576
 GC2576  NAD 83(1995)-  36 15 49.96700(N)    087 30 39.60817(W) AD(       ) 3
 GC2576  NAD 83(1995)-  36 15 49.96875(N)    087 30 39.61012(W) AD(       ) 3
 GC2576  NAD 83(1986)-  36 15 49.97516(N)    087 30 39.60877(W) AD(       ) 3
 GC2576  NAD 27      -  36 15 49.77400(N)    087 30 39.56400(W) AD(       ) 3
 GC2576
 GC2576.Superseded values are not recommended for survey control.
 GC2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2576.See file dsdata.txt to determine how the superseded data were derived.
 GC2576
 GC2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5409813338(NAD 83)
 GC2576_MARKER: DS = TRIANGULATION STATION DISK
 GC2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2576
 GC2576  HISTORY     - Date     Condition        Report By
 GC2576  HISTORY     - 1953     MONUMENTED       CGS
 GC2576
 GC2576                          STATION DESCRIPTION
 GC2576
 GC2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2576'STATION IS LOCATED 4 MILES WEST OF VAN LEER AT THE SITE OF STATE
 GC2576'FOREST LOOKOUT TOWER HR 26 AND ON STATE PROPERTY.  IT IS 38 FEET
 GC2576'EAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 33 FEET SOUTHEAST OF
 GC2576'THE NORTHEAST LEG OF THE LOOKOUT TOWER, 28 FEET NORTH OF THE CENTER
 GC2576'OF A ROAD AND 10 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 GC2576'FLUSH AND THE DISK IS STAMPED STONEY 1953.
 GC2576'
 GC2576'REFERENCE MARK NO. 1 IS 78 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 GC2576'LOOKOUT TOWER AND 15 FEET SOUTH OF THE CENTER OF THE ROAD.  THE
 GC2576'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED STONEY NO 1 1953.
 GC2576'
 GC2576'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 GC2576'TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED STONEY NO 2 1953.
 GC2576'
 GC2576'AZIMUTH MARK IS 12 FEET NORTH OF THE CENTER OF THE ROAD AND 2 FEET
 GC2576'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 GC2576'DISK IS STAMPED STONEY 1953.
 GC2576'
 GC2576'TO REACH THE STATION FROM THE VAN LEER HIGH SCHOOL AND COMMUNITY
 GC2576'CENTER IN THE WEST SECTION OF VAN LEER, GO WEST ON STATE HIGHWAY
 GC2576'49 FOR 4.0 MILES TO THE INTERSECTION OF STONEY POINT ROAD, TURN RIGHT
 GC2576'AND GO 0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO A
 GC2576'SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE
 GC2576'RIGHT AS DESCRIBED, CONTINUE FOR 0.1 MILE TO THE STATION ON THE RIGHT
 GC2576'AS DESCRIBED.
 GC2576'
 GC2576'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2577 ***********************************************************************
 GC2577  DESIGNATION -  STONEY RM 2
 GC2577  PID         -  GC2577
 GC2577  STATE/COUNTY-  TN/DICKSON
 GC2577  USGS QUAD   -  ELLIS MILLS (1982)
 GC2577
 GC2577                         *CURRENT SURVEY CONTROL
 GC2577  ___________________________________________________________________
 GC2577* NAD 83(1995)-  36 15 49.88285(N)    087 30 40.10365(W)     ADJUSTED  
 GC2577* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GC2577  ___________________________________________________________________
 GC2577  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 GC2577  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2577
 GC2577  HORZ ORDER  -  SECOND
 GC2577
 GC2577.The horizontal coordinates were established by classical geodetic methods
 GC2577.and adjusted by the National Geodetic Survey in April 1999..
 GC2577
 GC2577.The orthometric height was scaled from a topographic map.
 GC2577
 GC2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2577
 GC2577.The geoid height was determined by GEOID03.
 GC2577
 GC2577;                    North         East     Units Scale Factor Converg.
 GC2577;SPC TN       -   215,240.566   464,213.962   MT  0.99997646   -0 53 04.9
 GC2577;SPC TN       -   706,168.42  1,523,008.64   sFT  0.99997646   -0 53 04.9
 GC2577;UTM  16      - 4,013,335.767   454,085.939   MT  0.99962597   -0 18 08.4
 GC2577
 GC2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2577!SPC TN       -   0.99996580  x   0.99997646  =   0.99994226
 GC2577!UTM  16      -   0.99996580  x   0.99962597  =   0.99959178
 GC2577
 GC2577                          SUPERSEDED SURVEY CONTROL
 GC2577
 GC2577  NAD 83(1995)-  36 15 49.88431(N)    087 30 40.10590(W) AD(       ) 2
 GC2577  NAD 83(1995)-  36 15 49.88606(N)    087 30 40.10785(W) AD(       ) 2
 GC2577  NAD 83(1986)-  36 15 49.89247(N)    087 30 40.10650(W) AD(       ) 2
 GC2577  NAD 27      -  36 15 49.69100(N)    087 30 40.06200(W) AD(       ) 2
 GC2577
 GC2577.Superseded values are not recommended for survey control.
 GC2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2577.See file dsdata.txt to determine how the superseded data were derived.
 GC2577
 GC2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5408613336(NAD 83)
 GC2577_MARKER: DR = REFERENCE MARK DISK
 GC2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2577_MARK LOGO: CGS   
 GC2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2577+STABILITY: SURFACE MOTION
 GC2577
 GC2577  HISTORY     - Date     Condition        Report By
 GC2577  HISTORY     - 1953     MONUMENTED       CGS
 GC2577
 GC2577                          STATION DESCRIPTION
 GC2577
 GC2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2577'STATION IS LOCATED 4 MILES NORTHWEST OF VAN LEER ON STATE FOREST
 GC2577'PROPERTY.  IT IS A FOUR LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 GC2577'OBSERVATION ROOM ATOP AND ABOUT 80 FEET HIGH.  A TRAVERSE CONNECTION
 GC2577'WAS MADE FROM TRIANGULATION STATION STONEY, THE POINT OBSERVED
 GC2577'ON AND TRAVERSED TO WAS STONEY R.M. NO 2, LOCATED IN THE CENTER OF
 GC2577'THE BASE OF THE LOOKOUT TOWER AND THE DISTANCE IS 12.683 METERS
 GC2577'(41.61 FEET).
 GC2577'
 GC2577'TO REACH THE STATION FROM THE VAN LEER HIGH SCHOOL AND COMMUNITY
 GC2577'CENTER IN THE WEST SECTION OF VAN LEER, GO WEST ON STATE HIGHWAY
 GC2577'49 FOR 4.0 MILES TO THE INTERSECTION OF STONEY POINT ROAD, TURN LEFT
 GC2577'AND GO 0.6 MILE TO A FORK, TAKE LEFT FORK AND GO 0.3 MILE TO A SIDE
 GC2577'ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3405 ***********************************************************************
 GA3405  DESIGNATION -  STONY POINT AMER ST GOBAIN TK
 GA3405  PID         -  GA3405
 GA3405  STATE/COUNTY-  TN/HAWKINS
 GA3405  USGS QUAD   -  STONY POINT (1971)
 GA3405
 GA3405                         *CURRENT SURVEY CONTROL
 GA3405  ___________________________________________________________________
 GA3405* NAD 83(1995)-  36 29 51.81617(N)    082 46 58.55234(W)     ADJUSTED  
 GA3405* NAVD 88     -                                                        
 GA3405  ___________________________________________________________________
 GA3405  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GA3405  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3405
 GA3405  HORZ ORDER  -  THIRD
 GA3405
 GA3405.The horizontal coordinates were established by classical geodetic methods
 GA3405.and adjusted by the National Geodetic Survey in April 1999..
 GA3405
 GA3405
 GA3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3405
 GA3405.The geoid height was determined by GEOID03.
 GA3405
 GA3405;                    North         East     Units Scale Factor Converg.
 GA3405;SPC TN       -   244,880.683   888,181.687   MT  1.00001538   +1 53 00.2
 GA3405;SPC TN       -   803,412.71  2,913,976.08   sFT  1.00001538   +1 53 00.2
 GA3405;UTM  17      - 4,040,633.961   340,316.851   MT  0.99991416   -1 03 38.5
 GA3405
 GA3405                          SUPERSEDED SURVEY CONTROL
 GA3405
 GA3405  NAD 83(1995)-  36 29 51.81869(N)    082 46 58.55427(W) AD(       ) 4
 GA3405  NAD 83(1995)-  36 29 51.82688(N)    082 46 58.56741(W) AD(       ) 4
 GA3405  NAD 83(1995)-  36 29 51.82265(N)    082 46 58.55600(W) AD(       ) 4
 GA3405  NAD 83(1986)-  36 29 51.82484(N)    082 46 58.55630(W) AD(       ) 4
 GA3405  NAD 27      -  36 29 51.47463(N)    082 46 58.97486(W) AD(       ) 3
 GA3405
 GA3405.Superseded values are not recommended for survey control.
 GA3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3405.See file dsdata.txt to determine how the superseded data were derived.
 GA3405
 GA3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4031740634(NAD 83)
 GA3405_MARKER: 53 = ELEVATED TANK
 GA3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3405+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 GA3405
 GA3405  HISTORY     - Date     Condition        Report By
 GA3405  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3405  HISTORY     - 20030909 GOOD             GEOCAC
 GA3405
 GA3405                          STATION DESCRIPTION
 GA3405
 GA3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAC)
 GA3405'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SURGOINSVILLE.
 GA3405'
 GA3405'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO 3.9
 GA3405'MILES NORTHEAST ON
 GA3405'U.S.  HIGHWAY 11W TO A PAVED ROAD ON THE RIGHT.  TURN
 GA3405'RIGHT AND GO 0.6 MILE SOUTHEAST
 GA3405'ON THE PAVED ROAD TO THE TANK ON THE
 GA3405'RIGHT.
 GA3405'
 GA3405'IT IS A 4-LEGGED STRUCTURE, PAINTED SILVER, WITH BLACK LETTERING
 GA3405'AMERICAN SAINT GOBAIN
 GA3405'CORP.  ON THE SIDE OF THE TANK.  IT HAS AN OVER-ALL
 GA3405'HEIGHT OF ABOUT 155 FEET.  THE
 GA3405'POINT IN INTERSECTED WAS THE BALL ON
 GA3405'THE TOP.
 GA3405
 GA3405                          STATION RECOVERY (2003)
 GA3405
 GA3405'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0848 ***********************************************************************
 FE0848  DESIGNATION -  SUB
 FE0848  PID         -  FE0848
 FE0848  STATE/COUNTY-  TN/HAYWOOD
 FE0848  USGS QUAD   -  DENMARK (1981)
 FE0848
 FE0848                         *CURRENT SURVEY CONTROL
 FE0848  ___________________________________________________________________
 FE0848* NAD 83(1995)-  35 35 09.60788(N)    089 05 41.51055(W)     ADJUSTED  
 FE0848* NAVD 88     -       125.910  (meters)     413.09   (feet)  ADJUSTED  
 FE0848  ___________________________________________________________________
 FE0848  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FE0848  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0848  DYNAMIC HT  -         125.798 (meters)     412.72  (feet)  COMP
 FE0848  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE0848
 FE0848  HORZ ORDER  -  SECOND
 FE0848  VERT ORDER  -  SECOND    CLASS 0
 FE0848
 FE0848.The horizontal coordinates were established by classical geodetic methods
 FE0848.and adjusted by the National Geodetic Survey in April 1999..
 FE0848
 FE0848.The orthometric height was determined by differential leveling
 FE0848.and adjusted by the National Geodetic Survey in June 1991..
 FE0848
 FE0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0848
 FE0848.The geoid height was determined by GEOID03.
 FE0848
 FE0848.The dynamic height is computed by dividing the NAVD 88
 FE0848.geopotential number by the normal gravity value computed on the
 FE0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0848.degrees latitude (g = 980.6199 gals.).
 FE0848
 FE0848.The modeled gravity was interpolated from observed gravity values.
 FE0848
 FE0848;                    North         East     Units Scale Factor Converg.
 FE0848;SPC TN       -   143,416.983   319,563.091   MT  0.99995772   -1 48 42.7
 FE0848;SPC TN       -   470,527.22  1,048,433.24   sFT  0.99995772   -1 48 42.7
 FE0848;UTM  16      - 3,940,051.303   310,199.246   MT  1.00004394   -1 13 09.9
 FE0848
 FE0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0848!SPC TN       -   0.99998464  x   0.99995772  =   0.99994236
 FE0848!UTM  16      -   0.99998464  x   1.00004394  =   1.00002858
 FE0848
 FE0848:                Primary Azimuth Mark                     Grid Az
 FE0848:SPC TN       -  SUB AZ MK                                082 52 23.3
 FE0848:UTM  16      -  SUB AZ MK                                082 16 50.5
 FE0848
 FE0848|---------------------------------------------------------------------|
 FE0848| PID    Reference Object                     Distance      Geod. Az  |
 FE0848|                                                           dddmmss.s |
 FE0848| FE0849 SUB AZ MK                           APPROX. 1.0 KM 0810340.6 |
 FE0848| FE0846 SUB RM 1                             22.937 METERS 27504     |
 FE0848| FE0847 SUB RM 2                             39.621 METERS 33008     |
 FE0848|---------------------------------------------------------------------|
 FE0848
 FE0848                          SUPERSEDED SURVEY CONTROL
 FE0848
 FE0848  NAD 83(1995)-  35 35 09.61320(N)    089 05 41.51407(W) AD(       ) 2
 FE0848  NAD 83(1986)-  35 35 09.61939(N)    089 05 41.51162(W) AD(       ) 2
 FE0848  NAD 27      -  35 35 09.34340(N)    089 05 41.27800(W) AD(       ) 2
 FE0848  NGVD 29 (??/??/??)  125.928  (m)          413.15   (f) ADJUSTED    2 0
 FE0848
 FE0848.Superseded values are not recommended for survey control.
 FE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0848.See file dsdata.txt to determine how the superseded data were derived.
 FE0848
 FE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1019940051(NAD 83)
 FE0848_MARKER: DE = TRAVERSE STATION DISK
 FE0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0848_STAMPING: SUB 1959
 FE0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0848+STABILITY: SURFACE MOTION
 FE0848
 FE0848  HISTORY     - Date     Condition        Report By
 FE0848  HISTORY     - 1959     MONUMENTED       CGS
 FE0848  HISTORY     - 1959     GOOD             CGS
 FE0848
 FE0848                          STATION DESCRIPTION
 FE0848
 FE0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0848'THE STATION IS LOCATED, AIRLINE, ABOUT 11 MILES EAST OF BROWNSVILLE
 FE0848'AND ABOUT 5 MILES SOUTH-SOUTHEAST OF HOLLY GROVE, ALONG THE
 FE0848'NORTH SIDE OF US HIGHWAY 70.
 FE0848'
 FE0848'THE STATION IS A STANDARD DISK STAMPED SUB 1959 SET IN TOP OF A
 FE0848'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE0848'THE GROUND. IT IS 72 FEET EAST OF A LARGE CEDAR TREE, 33 FEET SOUTH
 FE0848'OF THE SOUTHEAST CORNER OF A FARM HOUSE WHICH IS UNOCCUPIED
 FE0848'AT THIS TIME AND 6 FEET NORTH OF A ROAD CUT-BANK.
 FE0848'
 FE0848'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SUB NO 1 1959
 FE0848'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE0848'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 18 INCHES LOWER THAN THE
 FE0848'STATION. IT IS 19 FEET EAST OF THE CENTER OF A DRIVEWAY AND
 FE0848'12 FEET SOUTH OF A LARGE CEDAR TREE.
 FE0848'
 FE0848'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SUB NO 2 1959
 FE0848'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE0848'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE
 FE0848'STATION. IT IS 49 FEET WEST- NORTHWEST OF THE NORTHWEST
 FE0848'CORNER OF A FARM HOUSE.
 FE0848'
 FE0848'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUB 1959 SET IN TOP OF A
 FE0848'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FE0848'INCHES ABOVE THE GROUND. IT IS 42 FEET EAST OF THE EAST EDGE OF A
 FE0848'CUT-BANK OF THE NEW HIGHWAY WHICH IS UNDER CONSTRUCTION AT
 FE0848'THIS TIME, 3 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 FE0848'NORTHWEST OF A WHITE WITNESS POST.
 FE0848'
 FE0848'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE EAST-NORTHEAST OF THE
 FE0848'STATION BY A WHITE WITNESS POST, ALONG THE EAST SIDE OF THE
 FE0848'HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 FE0848'
 FE0848'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0848'HIGHWAY 76 IN THE EAST EDGE OF BROWNSVILLE, GO EASTERLY ON US
 FE0848'HIGHWAY 70 FOR 8.5 MILES TO A WHITE FARM HOME ON THE LEFT, NORTH SIDE
 FE0848'AND THE STATION. THIS AREA IS NOW UNDER CONSTRUCTION AND IS
 FE0848'SUBJECT TO CHANGE.
 FE0848'
 FE0848'HEIGHT OF LIGHT ABOVE STATION MARK 22.20 METERS.
 FE0848
 FE0848                          STATION RECOVERY (1959)
 FE0848
 FE0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0848'7.8 MI E FROM BROWNSVILLE.
 FE0848'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0848'BROWNSVILLE, THENCE 0.1 MILE NORTH-EAST ON INTERSTATE HIGHWAY
 FE0848'40.  THE MARK IS 72 FEET EAST OF A LARGE CEDAR TREE, 33 FEET
 FE0848'SOUTH OF THE SOUTHEAST CORNER OF A FARMHOUSE WHICH IS UNOCCUPIED
 FE0848'AT THE TIME AND 6 FEET NORTH OF A ROAD-CUT.  THE DISK IS SET IN A
 FE0848'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0849 ***********************************************************************
 FE0849  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0849  DESIGNATION -  SUB AZ MK
 FE0849  PID         -  FE0849
 FE0849  STATE/COUNTY-  TN/HAYWOOD
 FE0849  USGS QUAD   -  DENMARK (1981)
 FE0849
 FE0849                         *CURRENT SURVEY CONTROL
 FE0849  ___________________________________________________________________
 FE0849* NAD 83(1995)-  35 35 14.39633(N)    089 05 04.22851(W)     ADJUSTED  
 FE0849* NAVD 88     -       127.85   (meters)     419.5    (feet)  GPS OBS   
 FE0849  ___________________________________________________________________
 FE0849  X           -      82,969.803 (meters)                     COMP
 FE0849  Y           -  -5,192,196.704 (meters)                     COMP
 FE0849  Z           -   3,691,110.182 (meters)                     COMP
 FE0849  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FE0849  ELLIP HEIGHT-          99.78  (meters)          (04/05/04) GPS OBS
 FE0849  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE0849  DYNAMIC HT  -         127.74  (meters)     419.1   (feet)  COMP
 FE0849  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FE0849
 FE0849  HORZ ORDER  -  B
 FE0849  VERT ORDER  -  THIRD (See Below)
 FE0849  ELLP ORDER  -  FOURTH    CLASS II
 FE0849
 FE0849.The horizontal coordinates were established by GPS observations
 FE0849.and adjusted by the National Geodetic Survey in April 2004..
 FE0849
 FE0849.The orthometric height was determined by GPS observations and a
 FE0849.high-resolution geoid model using precise GPS observation and
 FE0849.processing techniques. It supersedes the leveled height previously
 FE0849.determined for this station.
 FE0849.The vertical order pertains to the first NAVD 88 superseded value.
 FE0849
 FE0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0849
 FE0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0849
 FE0849.The ellipsoidal height was determined by GPS observations
 FE0849.and is referenced to NAD 83.
 FE0849
 FE0849.The geoid height was determined by GEOID03.
 FE0849
 FE0849.The dynamic height is computed by dividing the NAVD 88
 FE0849.geopotential number by the normal gravity value computed on the
 FE0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0849.degrees latitude (g = 980.6199 gals.).
 FE0849
 FE0849.The modeled gravity was interpolated from observed gravity values.
 FE0849
 FE0849;                    North         East     Units Scale Factor Converg.
 FE0849;SPC TN       -   143,534.857   320,505.836   MT  0.99995762   -1 48 20.9
 FE0849;SPC TN       -   470,913.94  1,051,526.23   sFT  0.99995762   -1 48 20.9
 FE0849;UTM  16      - 3,940,178.929   311,140.801   MT  1.00003955   -1 12 48.3
 FE0849
 FE0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0849!SPC TN       -   0.99998434  x   0.99995762  =   0.99994196
 FE0849!UTM  16      -   0.99998434  x   1.00003955  =   1.00002389
 FE0849
 FE0849:                Primary Azimuth Mark                     Grid Az
 FE0849:SPC TN       -  SUB                                      262 52 23.2
 FE0849:UTM  16      -  SUB                                      262 16 50.6
 FE0849
 FE0849|---------------------------------------------------------------------|
 FE0849| PID    Reference Object                     Distance      Geod. Az  |
 FE0849|                                                           dddmmss.s |
 FE0849| FE0848 SUB                                 APPROX. 1.0 KM 2610402.3 |
 FE0849|---------------------------------------------------------------------|
 FE0849
 FE0849                          SUPERSEDED SURVEY CONTROL
 FE0849
 FE0849  NAD 83(1995)-  35 35 14.39700(N)    089 05 04.22944(W) AD(       ) 2
 FE0849  NAD 83(1995)-  35 35 14.40229(N)    089 05 04.23303(W) AD(       ) 2
 FE0849  NAD 83(1986)-  35 35 14.40849(N)    089 05 04.23050(W) AD(       ) 2
 FE0849  NAD 27      -  35 35 14.13300(N)    089 05 03.99790(W) AD(       ) 2
 FE0849  NAVD 88 (06/15/91)  127.768  (m)          419.19   (f) ADJUSTED    2 0
 FE0849  NGVD 29 (??/??/??)  127.786  (m)          419.24   (f) ADJUSTED    2 0
 FE0849
 FE0849.Superseded values are not recommended for survey control.
 FE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0849.See file dsdata.txt to determine how the superseded data were derived.
 FE0849
 FE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1114140179(NAD 83)
 FE0849_MARKER: DZ = AZIMUTH MARK DISK
 FE0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0849_STAMPING: SUB 1959
 FE0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0849+STABILITY: SURFACE MOTION
 FE0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0849+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0849
 FE0849  HISTORY     - Date     Condition        Report By
 FE0849  HISTORY     - 1959     MONUMENTED       CGS
 FE0849  HISTORY     - 1959     GOOD             CGS
 FE0849  HISTORY     - 20020603 GOOD             USACE
 FE0849
 FE0849                          STATION DESCRIPTION
 FE0849
 FE0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0849'THE STATION IS LOCATED, AIRLINE, ABOUT 11-1/2 MILES EAST OF
 FE0849'BROWNSVILLE AND ABOUT 5 MILES SOUTH-SOUTHEAST OF HOLLY
 FE0849'GROVE, ALONG THE SOUTH SIDE OF THE INTERSTATE HIGHWAY.
 FE0849'
 FE0849'THE STATION IS A STANDARD AZIMUTH MARK DISK STAMPED SUB 1959 SET IN
 FE0849'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE0849'ABOUT 2 INCHES ABOVE THE GROUND AND IT IS ON A HIGH CUT-BANK WHICH IS
 FE0849'ABOUT 20 FEET HIGHER THAN THE HIGHWAY. IT IS 42 FEET EAST
 FE0849'OF THE EAST EDGE OF A CUT-BANK, 3 FEET WEST OF A NORTH-SOUTH FENCE
 FE0849'LINE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 FE0849'
 FE0849'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0849'HIGHWAY 76 IN THE EAST EDGE OF BROWNSVILLE, GO EAST ON US
 FE0849'HIGHWAY 70 FOR 8.5 MILES TO THE OVERPASS, OVER THE INTERSTATE
 FE0849'HIGHWAY. TURN ONTO THE INTERSTATE HIGHWAY AND GO EAST FOR 0.5
 FE0849'MILE TO A WHITE WITNESS POST ON THE RIGHT, SOUTH SIDE AND THE
 FE0849'STATION.
 FE0849
 FE0849                          STATION RECOVERY (1959)
 FE0849
 FE0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0849'10.3 MI E FROM BROWNSVILLE.
 FE0849'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0849'BROWNSVILLE, THENCE 0.1 MILE NORTH-EAST ON INTERSTATE HIGHWAY
 FE0849'40 TO STATION SUB 1959, THENCE 0.6 MILE NORTH-EAST ON INTERSTATE
 FE0849'HIGHWAY 40.  THE MARK IS 105 FEET SOUTH SOUTHEAST OF THE
 FE0849'CENTERLINE OF THE EAST-BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 FE0849'40, 4 FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF A WITNESS SIGN,
 FE0849'20 FEET ABOVE THE LEVEL OF THE ROAD, AND SET AT THE CREST OF THE
 FE0849'SECOND KNOLL EAST OF THE OVERPASS OF HIGHWAY 70 AND INTERSTATE
 FE0849'HIGHWAY 40.  THE DISK IS SET IN A CONCRETE MONUMENT PROJECTING
 FE0849'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE0849
 FE0849                          STATION RECOVERY (2002)
 FE0849
 FE0849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0846 ***********************************************************************
 FE0846  DESIGNATION -  SUB RM 1
 FE0846  PID         -  FE0846
 FE0846  STATE/COUNTY-  TN/HAYWOOD
 FE0846  USGS QUAD   -  DENMARK (1981)
 FE0846
 FE0846                         *CURRENT SURVEY CONTROL
 FE0846  ___________________________________________________________________
 FE0846* NAD 83(1986)-  35 35 09.     (N)    089 05 41.     (W)     SCALED    
 FE0846* NAVD 88     -       125.376  (meters)     411.34   (feet)  ADJUSTED  
 FE0846  ___________________________________________________________________
 FE0846  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0846  DYNAMIC HT  -         125.265 (meters)     410.97  (feet)  COMP
 FE0846  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE0846
 FE0846  VERT ORDER  -  SECOND    CLASS 0
 FE0846
 FE0846.The horizontal coordinates were scaled from a topographic map and have
 FE0846.an estimated accuracy of +/- 6 seconds.
 FE0846
 FE0846.The orthometric height was determined by differential leveling
 FE0846.and adjusted by the National Geodetic Survey in June 1991..
 FE0846
 FE0846.The geoid height was determined by GEOID03.
 FE0846
 FE0846.The dynamic height is computed by dividing the NAVD 88
 FE0846.geopotential number by the normal gravity value computed on the
 FE0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0846.degrees latitude (g = 980.6199 gals.).
 FE0846
 FE0846.The modeled gravity was interpolated from observed gravity values.
 FE0846
 FE0846;                    North         East    Units  Estimated Accuracy
 FE0846;SPC TN       -   143,400.      319,580.      MT  (+/- 180 meters Scaled)
 FE0846
 FE0846                          SUPERSEDED SURVEY CONTROL
 FE0846
 FE0846  NGVD 29 (??/??/??)  125.394  (m)          411.40   (f) ADJUSTED    2 0
 FE0846
 FE0846.Superseded values are not recommended for survey control.
 FE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0846.See file dsdata.txt to determine how the superseded data were derived.
 FE0846
 FE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE102400(NAD 83)
 FE0846_MARKER: DR = REFERENCE MARK DISK
 FE0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0846_STAMPING: SUB NO 1 1959
 FE0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0846+STABILITY: SURFACE MOTION
 FE0846
 FE0846  HISTORY     - Date     Condition        Report By
 FE0846  HISTORY     - 1959     MONUMENTED       CGS
 FE0846  HISTORY     - 1959     GOOD             CGS
 FE0846
 FE0846                          STATION DESCRIPTION
 FE0846
 FE0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0846'9.8 MI E FROM BROWNSVILLE.
 FE0846'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0846'BROWNSVILLE, THENCE 0.1 MILE NORTH-EAST ON INTERSTATE HIGHWAY 40.
 FE0846'IT IS 75.3 FEET WEST NORTH-WEST OF STATION SUB 1959, 19 FEET
 FE0846'EAST OF THE CENTER OF A DRIVEWAY AND 12 FEET SOUTH OF A LARGE
 FE0846'CEDAR TREE.  THE DISK IS SET IN A 10-INCH SQUARE CONCRETE
 FE0846'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0847 ***********************************************************************
 FE0847  DESIGNATION -  SUB RM 2
 FE0847  PID         -  FE0847
 FE0847  STATE/COUNTY-  TN/HAYWOOD
 FE0847  USGS QUAD   -  DENMARK (1981)
 FE0847
 FE0847                         *CURRENT SURVEY CONTROL
 FE0847  ___________________________________________________________________
 FE0847* NAD 83(1986)-  35 35 11.     (N)    089 05 42.     (W)     SCALED    
 FE0847* NAVD 88     -       125.241  (meters)     410.89   (feet)  ADJUSTED  
 FE0847  ___________________________________________________________________
 FE0847  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0847  DYNAMIC HT  -         125.129 (meters)     410.53  (feet)  COMP
 FE0847  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE0847
 FE0847  VERT ORDER  -  SECOND    CLASS 0
 FE0847
 FE0847.The horizontal coordinates were scaled from a topographic map and have
 FE0847.an estimated accuracy of +/- 6 seconds.
 FE0847
 FE0847.The orthometric height was determined by differential leveling
 FE0847.and adjusted by the National Geodetic Survey in June 1991..
 FE0847
 FE0847.The geoid height was determined by GEOID03.
 FE0847
 FE0847.The dynamic height is computed by dividing the NAVD 88
 FE0847.geopotential number by the normal gravity value computed on the
 FE0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0847.degrees latitude (g = 980.6199 gals.).
 FE0847
 FE0847.The modeled gravity was interpolated from observed gravity values.
 FE0847
 FE0847;                    North         East    Units  Estimated Accuracy
 FE0847;SPC TN       -   143,460.      319,550.      MT  (+/- 180 meters Scaled)
 FE0847
 FE0847                          SUPERSEDED SURVEY CONTROL
 FE0847
 FE0847  NGVD 29 (??/??/??)  125.258  (m)          410.95   (f) ADJUSTED    2 0
 FE0847
 FE0847.Superseded values are not recommended for survey control.
 FE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0847.See file dsdata.txt to determine how the superseded data were derived.
 FE0847
 FE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE101400(NAD 83)
 FE0847_MARKER: DR = REFERENCE MARK DISK
 FE0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0847_STAMPING: SUB NO 2 1959
 FE0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0847+STABILITY: SURFACE MOTION
 FE0847
 FE0847  HISTORY     - Date     Condition        Report By
 FE0847  HISTORY     - 1959     MONUMENTED       CGS
 FE0847  HISTORY     - 1959     GOOD             CGS
 FE0847
 FE0847                          STATION DESCRIPTION
 FE0847
 FE0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0847'9.7 MI E FROM BROWNSVILLE.
 FE0847'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0847'BROWNSVILLE, THENCE 0.1 MILE NORTH-EAST ON INTERSTATE HIGHWAY
 FE0847'40.  THE MARK IS 129.9 FEET NORTH NORTH-WEST OF STATION SUB
 FE0847'1959, 49 FEET WEST NORTH-WEST OF THE NORTHWEST CORNER OF A
 FE0847'FARMHOUSE, AND ABOUT 2 FEET LOWER THAN STATION SUB 1959.  THE
 FE0847'DISK IS SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 FE0847'INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2573 ***********************************************************************
 GA2573  CBN         -  This is a Cooperative Base Network Control Station.
 GA2573  DESIGNATION -  SUE
 GA2573  PID         -  GA2573
 GA2573  STATE/COUNTY-  TN/KNOX
 GA2573  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2573
 GA2573                         *CURRENT SURVEY CONTROL
 GA2573  ___________________________________________________________________
 GA2573* NAD 83(1995)-  36 06 04.40740(N)    083 54 39.30088(W)     ADJUSTED  
 GA2573* NAVD 88     -       332.232  (meters)    1090.00   (feet)  ADJUSTED  
 GA2573  ___________________________________________________________________
 GA2573  X           -     547,306.009 (meters)                     COMP
 GA2573  Y           -  -5,130,522.673 (meters)                     COMP
 GA2573  Z           -   3,737,450.219 (meters)                     COMP
 GA2573  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GA2573  ELLIP HEIGHT-         301.47  (meters)          (08/03/04) GPS OBS
 GA2573  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2573  DYNAMIC HT  -         331.924 (meters)    1088.99  (feet)  COMP
 GA2573  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA2573
 GA2573  HORZ ORDER  -  A
 GA2573  VERT ORDER  -  SECOND    CLASS 0
 GA2573  ELLP ORDER  -  FOURTH    CLASS I
 GA2573
 GA2573.The horizontal coordinates were established by GPS observations
 GA2573.and adjusted by the National Geodetic Survey in August 2004..
 GA2573
 GA2573.The orthometric height was determined by differential leveling
 GA2573.and adjusted by the National Geodetic Survey in June 1991..
 GA2573
 GA2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2573
 GA2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2573
 GA2573.The ellipsoidal height was determined by GPS observations
 GA2573.and is referenced to NAD 83.
 GA2573
 GA2573.The geoid height was determined by GEOID03.
 GA2573
 GA2573.The dynamic height is computed by dividing the NAVD 88
 GA2573.geopotential number by the normal gravity value computed on the
 GA2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2573.degrees latitude (g = 980.6199 gals.).
 GA2573
 GA2573.The modeled gravity was interpolated from observed gravity values.
 GA2573
 GA2573;                    North         East     Units Scale Factor Converg.
 GA2573;SPC TN       -   198,154.409   788,096.475   MT  0.99995924   +1 13 22.9
 GA2573;SPC TN       -   650,111.59  2,585,613.19   sFT  0.99995924   +1 13 22.9
 GA2573;UTM  17      - 3,999,100.049   237,946.914   MT  1.00044623   -1 42 58.1
 GA2573
 GA2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2573!SPC TN       -   0.99995269  x   0.99995924  =   0.99991193
 GA2573!UTM  17      -   0.99995269  x   1.00044623  =   1.00039890
 GA2573
 GA2573|---------------------------------------------------------------------|
 GA2573| PID    Reference Object                     Distance      Geod. Az  |
 GA2573|                                                           dddmmss.s |
 GA2573| GA2572 SUE RM 1                             11.632 METERS 02332     |
 GA2573| GA2574 SUE RM 2                              8.718 METERS 20936     |
 GA2573| GA2576 HALLS                               APPROX. 2.0 KM 2171724.9 |
 GA2573|---------------------------------------------------------------------|
 GA2573
 GA2573                          SUPERSEDED SURVEY CONTROL
 GA2573
 GA2573  NAD 83(1995)-  36 06 04.41228(N)    083 54 39.30981(W) AD(       ) 2
 GA2573  NAD 83(1995)-  36 06 04.41874(N)    083 54 39.30930(W) AD(       ) 2
 GA2573  NAD 83(1995)-  36 06 04.41953(N)    083 54 39.30883(W) AD(       ) 2
 GA2573  NAD 83(1995)-  36 06 04.41989(N)    083 54 39.30944(W) AD(       ) 2
 GA2573  NAD 83(1986)-  36 06 04.42489(N)    083 54 39.30735(W) AD(       ) 2
 GA2573  NAD 27      -  36 06 04.13271(N)    083 54 39.63656(W) AD(       ) 2
 GA2573  NAVD 88 (08/03/04)  332.23   (m)         1090.0    (f) LEVELING    3  
 GA2573  NGVD 29 (??/??/92)  332.339  (m)         1090.35   (f) ADJ UNCH    2 0
 GA2573
 GA2573.Superseded values are not recommended for survey control.
 GA2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2573.See file dsdata.txt to determine how the superseded data were derived.
 GA2573
 GA2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3794799100(NAD 83)
 GA2573_MARKER: DD = SURVEY DISK
 GA2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2573_STAMPING: SUE 1964
 GA2573_MARK LOGO: TNHD  
 GA2573_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2573+STABILITY: SURFACE MOTION
 GA2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2573+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 GA2573
 GA2573  HISTORY     - Date     Condition        Report By
 GA2573  HISTORY     - 1964     MONUMENTED       TNHD
 GA2573  HISTORY     - 1964     GOOD             TNHD
 GA2573  HISTORY     - 1980     GOOD             NGS
 GA2573  HISTORY     - 1980     GOOD             NGS
 GA2573  HISTORY     - 20031010 GOOD             TNDT
 GA2573  HISTORY     - 20060731 GOOD             CAS
 GA2573
 GA2573                          STATION DESCRIPTION
 GA2573
 GA2573'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2573'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2573'
 GA2573'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND STATE
 GA2573'ROUTE 131 AT HALLS
 GA2573'CROSSROADS, GO 1.35 MILES NORTH ON STATE ROUTE 33 TO THE
 GA2573'STATION ON THE RIGHT.
 GA2573'
 GA2573'THE STATION IS 45 FEET NORTHWEST OF THE APPROXIMATE CENTER OF ST. RT.
 GA2573'33, 15 FEET SOUTHEAST OF
 GA2573'THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 3 FEET
 GA2573'NORTHWEST OF THE EDGE OF THE BANK OF
 GA2573'A HIGHWAY CUT AND 2.9 FEET
 GA2573'NORTHEAST OF A WITNESS POST.  THE SURFACE AND
 GA2573'UNDERGROUND MARKS ARE
 GA2573'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA2573'STAMPED SUE 1964.
 GA2573'THE UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE SURFACE.
 GA2573'THE SURFACE DISK IS SET IN A
 GA2573'10-INCH SQUARE, FLUSH, CONCRETE
 GA2573'MONUMENT.
 GA2573'
 GA2573'REFERENCE MARK NO. 1 IS 51 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2573'OF ST. RT.  33 AND 12 FEET
 GA2573'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2573'DRIVE.  IT IS A STANDARD
 GA2573'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2573'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2573'AND THE DISK IS STAMPED SUE
 GA2573'RM-1 1964.
 GA2573'
 GA2573'REFERENCE MARK NO. 2 IS 45 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2573'OF ST. RT.  33 AND 14 FEET
 GA2573'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2573'DRIVE.  IT IS A STANDARD
 GA2573'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2573'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2573'AND THE DISK IS STAMPED SUE
 GA2573'RM-2 1964.
 GA2573'
 GA2573'THE TRAVERSE GROUND STATION HALLS WILL SERVE AS THE AZIMUTH MARK.
 GA2573'
 GA2573'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2573'
 GA2573'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2573
 GA2573                          STATION RECOVERY (1964)
 GA2573
 GA2573'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2573'13 MI N FROM KNOXVILLE.
 GA2573'FROM THE JUNCTION OF STATE ROUTE 33 AND STATE ROUTE 131 NEAR HALLS
 GA2573'CROSSROADS, GO 1.35 MILES NORTH ON STATE ROUTE 33 TO THE STATION
 GA2573'ON THE LEFT.  THE STATION MARK IS 45 FEET NORTHWEST OF THE
 GA2573'APPROXIMATE CENTER OF STATE ROUTE 33, 15 FEET SOUTHEAST OF THE
 GA2573'APPROXIMATE CENTER OF A GRAVELED DRIVE, 3 FEET NORTHWEST OF THE
 GA2573'EDGE OF A BANK OF A HIGHWAY CUT AND 2.9 FEET NORTHEAST OF A METAL
 GA2573'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2573'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2573'WITH THE GROUND.
 GA2573
 GA2573                          STATION RECOVERY (1980)
 GA2573
 GA2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2573'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GA2573'DESCRIPTION IS GOOD EXCEPT THAT THE DRIVEWAY IS NOW PAVED.
 GA2573
 GA2573                          STATION RECOVERY (1980)
 GA2573
 GA2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2573'RECOVERED IN GOOD CONDITION.
 GA2573
 GA2573                          STATION RECOVERY (2003)
 GA2573
 GA2573'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA2573'RECOVERED AS DESCRIBED.
 GA2573
 GA2573                          STATION RECOVERY (2006)
 GA2573
 GA2573'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 GA2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2572 ***********************************************************************
 GA2572  DESIGNATION -  SUE RM 1
 GA2572  PID         -  GA2572
 GA2572  STATE/COUNTY-  TN/KNOX
 GA2572  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2572
 GA2572                         *CURRENT SURVEY CONTROL
 GA2572  ___________________________________________________________________
 GA2572* NAD 83(1986)-  36 06 04.     (N)    083 54 40.     (W)     SCALED    
 GA2572* NAVD 88     -       332.865  (meters)    1092.07   (feet)  ADJUSTED  
 GA2572  ___________________________________________________________________
 GA2572  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2572  DYNAMIC HT  -         332.556 (meters)    1091.06  (feet)  COMP
 GA2572  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA2572
 GA2572  VERT ORDER  -  SECOND    CLASS 0
 GA2572
 GA2572.The horizontal coordinates were scaled from a topographic map and have
 GA2572.an estimated accuracy of +/- 6 seconds.
 GA2572
 GA2572.The orthometric height was determined by differential leveling
 GA2572.and adjusted by the National Geodetic Survey in June 1991..
 GA2572
 GA2572.The geoid height was determined by GEOID03.
 GA2572
 GA2572.The dynamic height is computed by dividing the NAVD 88
 GA2572.geopotential number by the normal gravity value computed on the
 GA2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2572.degrees latitude (g = 980.6199 gals.).
 GA2572
 GA2572.The modeled gravity was interpolated from observed gravity values.
 GA2572
 GA2572;                    North         East    Units  Estimated Accuracy
 GA2572;SPC TN       -   198,140.      788,080.      MT  (+/- 180 meters Scaled)
 GA2572
 GA2572                          SUPERSEDED SURVEY CONTROL
 GA2572
 GA2572  NGVD 29 (??/??/92)  332.972  (m)         1092.43   (f) ADJ UNCH    2 0
 GA2572
 GA2572.Superseded values are not recommended for survey control.
 GA2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2572.See file dsdata.txt to determine how the superseded data were derived.
 GA2572
 GA2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV379990(NAD 83)
 GA2572_MARKER: DD = SURVEY DISK
 GA2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2572_STAMPING: SUE RM-1 1964
 GA2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2572+STABILITY: SURFACE MOTION
 GA2572
 GA2572  HISTORY     - Date     Condition        Report By
 GA2572  HISTORY     - 1964     MONUMENTED       TNHD
 GA2572  HISTORY     - 1980     GOOD             NGS
 GA2572
 GA2572                          STATION DESCRIPTION
 GA2572
 GA2572'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2572'13 MI N FROM KNOXVILLE.
 GA2572'THIS MARK IS LOCATED AT THE SUE 1964 STATION SITE, 51 FEET NORTHWEST
 GA2572'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 12 FEET SOUTHEAST OF
 GA2572'THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 38 FEET NORTHEAST
 GA2572'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2572'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2572'GROUND.
 GA2572
 GA2572                          STATION RECOVERY (1980)
 GA2572
 GA2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2574 ***********************************************************************
 GA2574  DESIGNATION -  SUE RM 2
 GA2574  PID         -  GA2574
 GA2574  STATE/COUNTY-  TN/KNOX
 GA2574  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2574
 GA2574                         *CURRENT SURVEY CONTROL
 GA2574  ___________________________________________________________________
 GA2574* NAD 83(1986)-  36 06 04.     (N)    083 54 40.     (W)     SCALED    
 GA2574* NAVD 88     -       331.814  (meters)    1088.63   (feet)  ADJUSTED  
 GA2574  ___________________________________________________________________
 GA2574  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2574  DYNAMIC HT  -         331.506 (meters)    1087.62  (feet)  COMP
 GA2574  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA2574
 GA2574  VERT ORDER  -  SECOND    CLASS 0
 GA2574
 GA2574.The horizontal coordinates were scaled from a topographic map and have
 GA2574.an estimated accuracy of +/- 6 seconds.
 GA2574
 GA2574.The orthometric height was determined by differential leveling
 GA2574.and adjusted by the National Geodetic Survey in June 1991..
 GA2574
 GA2574.The geoid height was determined by GEOID03.
 GA2574
 GA2574.The dynamic height is computed by dividing the NAVD 88
 GA2574.geopotential number by the normal gravity value computed on the
 GA2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2574.degrees latitude (g = 980.6199 gals.).
 GA2574
 GA2574.The modeled gravity was interpolated from observed gravity values.
 GA2574
 GA2574;                    North         East    Units  Estimated Accuracy
 GA2574;SPC TN       -   198,140.      788,080.      MT  (+/- 180 meters Scaled)
 GA2574
 GA2574                          SUPERSEDED SURVEY CONTROL
 GA2574
 GA2574  NGVD 29 (??/??/92)  331.921  (m)         1088.98   (f) ADJ UNCH    2 0
 GA2574
 GA2574.Superseded values are not recommended for survey control.
 GA2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2574.See file dsdata.txt to determine how the superseded data were derived.
 GA2574
 GA2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV379990(NAD 83)
 GA2574_MARKER: DD = SURVEY DISK
 GA2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2574_STAMPING: SUE RM-2 1964
 GA2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2574+STABILITY: SURFACE MOTION
 GA2574
 GA2574  HISTORY     - Date     Condition        Report By
 GA2574  HISTORY     - 1964     MONUMENTED       TNHD
 GA2574  HISTORY     - 1980     GOOD             NGS
 GA2574
 GA2574                          STATION DESCRIPTION
 GA2574
 GA2574'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2574'13 MI N FROM KNOXVILLE.
 GA2574'THIS MARK IS LOCATED AT THE SUE 1964 STATION SITE, 45 FEET
 GA2574'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 14 FEET
 GA2574'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 29
 GA2574'FEET SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2574'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2574'FLUSH WITH THE GROUND.
 GA2574
 GA2574                          STATION RECOVERY (1980)
 GA2574
 GA2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0768 ***********************************************************************
 FC0768  DESIGNATION -  SUEE
 FC0768  PID         -  FC0768
 FC0768  STATE/COUNTY-  TN/MEIGS
 FC0768  USGS QUAD   -  TRANQUILLITY (1990)
 FC0768
 FC0768                         *CURRENT SURVEY CONTROL
 FC0768  ___________________________________________________________________
 FC0768* NAD 83(1995)-  35 37 19.24235(N)    084 43 41.47650(W)     ADJUSTED  
 FC0768* NAVD 88     -       307.614  (meters)    1009.23   (feet)  ADJUSTED  
 FC0768  ___________________________________________________________________
 FC0768  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 FC0768  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0768  DYNAMIC HT  -         307.321 (meters)    1008.27  (feet)  COMP
 FC0768  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FC0768
 FC0768  HORZ ORDER  -  SECOND
 FC0768  VERT ORDER  -  FIRST     CLASS II
 FC0768
 FC0768.The horizontal coordinates were established by classical geodetic methods
 FC0768.and adjusted by the National Geodetic Survey in April 1999..
 FC0768
 FC0768.The orthometric height was determined by differential leveling
 FC0768.and adjusted by the National Geodetic Survey in June 1991..
 FC0768
 FC0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0768
 FC0768.The geoid height was determined by GEOID03.
 FC0768
 FC0768.The dynamic height is computed by dividing the NAVD 88
 FC0768.geopotential number by the normal gravity value computed on the
 FC0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0768.degrees latitude (g = 980.6199 gals.).
 FC0768
 FC0768.The modeled gravity was interpolated from observed gravity values.
 FC0768
 FC0768;                    North         East     Units Scale Factor Converg.
 FC0768;SPC TN       -   143,726.236   715,207.577   MT  0.99995521   +0 44 40.4
 FC0768;SPC TN       -   471,541.83  2,346,476.86   sFT  0.99995521   +0 44 40.4
 FC0768;UTM  16      - 3,944,401.790   705,743.124   MT  1.00012166   +1 19 25.1
 FC0768
 FC0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0768!SPC TN       -   0.99995648  x   0.99995521  =   0.99991169
 FC0768!UTM  16      -   0.99995648  x   1.00012166  =   1.00007814
 FC0768
 FC0768|---------------------------------------------------------------------|
 FC0768| PID    Reference Object                     Distance      Geod. Az  |
 FC0768|                                                           dddmmss.s |
 FC0768| FC0767 SUEE RM 1                            36.134 METERS 06313     |
 FC0768| FC0766 SUEE AZ MK                                         1712843.1 |
 FC0768| FC0769 SUEE RM 2                            31.175 METERS 22816     |
 FC0768| FC1822 STONE                               APPROX. 8.8 KM 2892039.5 |
 FC0768|---------------------------------------------------------------------|
 FC0768
 FC0768                          SUPERSEDED SURVEY CONTROL
 FC0768
 FC0768  NAD 83(1995)-  35 37 19.24745(N)    084 43 41.47850(W) AD(       ) 2
 FC0768  NAD 83(1986)-  35 37 19.25168(N)    084 43 41.47704(W) AD(       ) 2
 FC0768  NAD 27      -  35 37 18.99100(N)    084 43 41.67800(W) AD(       ) 2
 FC0768  NGVD 29 (??/??/92)  307.697  (m)         1009.50   (f) ADJ UNCH    1 2
 FC0768
 FC0768.Superseded values are not recommended for survey control.
 FC0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0768.See file dsdata.txt to determine how the superseded data were derived.
 FC0768
 FC0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0574344402(NAD 83)
 FC0768_MARKER: DS = TRIANGULATION STATION DISK
 FC0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0768_STAMPING: SUEE 1934
 FC0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0768+STABILITY: SURFACE MOTION
 FC0768
 FC0768  HISTORY     - Date     Condition        Report By
 FC0768  HISTORY     - 1934     MONUMENTED       CGS
 FC0768  HISTORY     - 1949     GOOD             TVA
 FC0768  HISTORY     - 1950     GOOD             NGS
 FC0768
 FC0768                          STATION DESCRIPTION
 FC0768
 FC0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC0768'ABOUT 8.2 MILES NORTH-NORTHEAST OF DECATUR, 1.3 MILES WEST OF
 FC0768'JUNCTION OF ROUTES 68 AND 58, ON TOP OF KNOB, AND ON LAND OF LEONARD
 FC0768'SMITH.  TO REACH FROM JUNCTION OF ROUTES 11 AND 68 IN SWEETWATER,
 FC0768'FOLLOW ROUTE 68 WEST 16 MILES TO INTERSECTION WITH ROUTE
 FC0768'58, TURN LEFT (SOUTH) ONTO ROUTE 58 AND GO 0.5 MILE, TURN RIGHT
 FC0768'(WEST) ONTO ROUTE 68 AND GO 1.15 MILES TO SMALL GRAVEL PIT AND BLAZED
 FC0768'TREE ON RIGHT, CROSS RIGHT-HAND DITCH AND FOLLOW DIM ROAD 50 YARDS,
 FC0768'TURN RIGHT AND GO THROUGH WOODS 0.15 MILE TO BLAZED DOGWOOD TREE,
 FC0768'THEN TURN LEFT THROUGH FIELD AND GO ABOUT 0.05 MILE TO TOP OF HILL
 FC0768'AND STATION SITE IN CULTIVATED FIELD, 30.6 FEET SOUTH OF 14-INCH
 FC0768'TRIANGLE-BLAZED PINE TREE, AND 20.0 FEET SOUTHEAST OF EDGE OF
 FC0768'WOODS.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC0768'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FC0768'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON EDGE OF
 FC0768'WOODS, 7.70 FEET NORTHEAST OF 6-INCH TRIANGLE-BLAZED PINE TREE,
 FC0768'AND 118.55 FEET FROM STATION N 63 DEG 13 MIN E. NO 2 IS ON
 FC0768'EDGE OF WOODS, 42.2 FEET NORTHEAST OF 6-INCH TRIANGLE-BLAZED OAK
 FC0768'TREE, AND 102.28 FEET FROM STATION S 48 DEG 16 MIN W.
 FC0768'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 218.99 FEET.
 FC0768'AZIMUTH MARK IS IN NORTHEAST CORNER OF CLEARED FIELD, ON EDGE OF
 FC0768'WOODS, 200 FEET EAST OF CENTER LINE OF ROUTE 68, ABOUT HALF-WAY UP
 FC0768'SIDE OF HILL, AND ABOUT 300 YARDS FROM STATION S 08 DEG 31 MIN E.
 FC0768
 FC0768                          STATION RECOVERY (1949)
 FC0768
 FC0768'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC0768'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED SUEE 1934.  STEEL
 FC0768'POST WITH CONTROL MARKER SIGN SET AT N EDGE OF MONUMENT.
 FC0768'
 FC0768'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FC0768'
 FC0768'AZIMUTH MARK RECOVERED IN GOOD CONDITION AND IS STAMPED SUEE AZI
 FC0768'1934.  STEEL POST WITH CONTROL MARKER SET AT S EDGE OF MONUMENT.
 FC0768
 FC0768                          STATION RECOVERY (1950)
 FC0768
 FC0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FC0768'1.6 MI E FROM PEAKLAND.
 FC0768'1.5 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0768'PEAKLAND, THENCE ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD.  MARK
 FC0768'IS LOCATED ON THE TOP OF A PROMINENT RIDGE RUNNING NORTH-SOUTH,
 FC0768'ABOUT 100 YARDS EAST OF THE GRAVEL ROAD, 102 FEET NORTHEAST OF
 FC0768'R.M. NO. 2, 118 FEET SOUTHWEST OF R.M. NO. 1, 1 FOOT SOUTHEAST OF
 FC0768'A T.V.A. STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FC0768'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0766 ***********************************************************************
 FC0766  DESIGNATION -  SUEE AZ MK
 FC0766  PID         -  FC0766
 FC0766  STATE/COUNTY-  TN/MEIGS
 FC0766  USGS QUAD   -  TRANQUILLITY (1990)
 FC0766
 FC0766                         *CURRENT SURVEY CONTROL
 FC0766  ___________________________________________________________________
 FC0766* NAD 83(1986)-  35 37 12.     (N)    084 43 40.     (W)     SCALED    
 FC0766* NAVD 88     -       287.735  (meters)     944.01   (feet)  ADJUSTED  
 FC0766  ___________________________________________________________________
 FC0766  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0766  DYNAMIC HT  -         287.460 (meters)     943.11  (feet)  COMP
 FC0766  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 FC0766
 FC0766  VERT ORDER  -  FIRST     CLASS II
 FC0766
 FC0766.The horizontal coordinates were scaled from a topographic map and have
 FC0766.an estimated accuracy of +/- 6 seconds.
 FC0766
 FC0766.The orthometric height was determined by differential leveling
 FC0766.and adjusted by the National Geodetic Survey in June 1991..
 FC0766
 FC0766.The geoid height was determined by GEOID03.
 FC0766
 FC0766.The dynamic height is computed by dividing the NAVD 88
 FC0766.geopotential number by the normal gravity value computed on the
 FC0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0766.degrees latitude (g = 980.6199 gals.).
 FC0766
 FC0766.The modeled gravity was interpolated from observed gravity values.
 FC0766
 FC0766;                    North         East    Units  Estimated Accuracy
 FC0766;SPC TN       -   143,500.      715,250.      MT  (+/- 180 meters Scaled)
 FC0766
 FC0766                          SUPERSEDED SURVEY CONTROL
 FC0766
 FC0766  NGVD 29 (??/??/92)  287.816  (m)          944.28   (f) ADJ UNCH    1 2
 FC0766
 FC0766.Superseded values are not recommended for survey control.
 FC0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0766.See file dsdata.txt to determine how the superseded data were derived.
 FC0766
 FC0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE057441(NAD 83)
 FC0766_MARKER: DR = REFERENCE MARK DISK
 FC0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0766_STAMPING: SUEE AZI 1934
 FC0766_MARK LOGO: CGS   
 FC0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0766+STABILITY: SURFACE MOTION
 FC0766
 FC0766  HISTORY     - Date     Condition        Report By
 FC0766  HISTORY     - 1934     MONUMENTED       CGS
 FC0766  HISTORY     - 1950     GOOD             NGS
 FC0766
 FC0766                          STATION DESCRIPTION
 FC0766
 FC0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0766'1.6 MI E FROM PEAKLAND.
 FC0766'1.55 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 FC0766'AT PEAKLAND, ABOUT 100 YARDS EAST OF THE JUNCTION OF A ROAD NORTH,
 FC0766'227 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 FC0766'WEST-NORTHWEST OF A 14-INCH TWIN OAK TREE, 12.5 FEET EAST-NORTHEAST
 FC0766'OF A 16-INCH OAK TREE, 33 FEET NORTHEAST OF A 16-INCH PINE TREE,
 FC0766'2 FEET NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT 25 FEET ABOVE
 FC0766'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 FC0766'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0767 ***********************************************************************
 FC0767  DESIGNATION -  SUEE RM 1
 FC0767  PID         -  FC0767
 FC0767  STATE/COUNTY-  TN/MEIGS
 FC0767  USGS QUAD   -  TRANQUILLITY (1990)
 FC0767
 FC0767                         *CURRENT SURVEY CONTROL
 FC0767  ___________________________________________________________________
 FC0767* NAD 83(1986)-  35 37 18.     (N)    084 43 41.     (W)     SCALED    
 FC0767* NAVD 88     -       307.424  (meters)    1008.61   (feet)  ADJUSTED  
 FC0767  ___________________________________________________________________
 FC0767  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0767  DYNAMIC HT  -         307.131 (meters)    1007.65  (feet)  COMP
 FC0767  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FC0767
 FC0767  VERT ORDER  -  FIRST     CLASS II
 FC0767
 FC0767.The horizontal coordinates were scaled from a topographic map and have
 FC0767.an estimated accuracy of +/- 6 seconds.
 FC0767
 FC0767.The orthometric height was determined by differential leveling
 FC0767.and adjusted by the National Geodetic Survey in June 1991..
 FC0767
 FC0767.The geoid height was determined by GEOID03.
 FC0767
 FC0767.The dynamic height is computed by dividing the NAVD 88
 FC0767.geopotential number by the normal gravity value computed on the
 FC0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0767.degrees latitude (g = 980.6199 gals.).
 FC0767
 FC0767.The modeled gravity was interpolated from observed gravity values.
 FC0767
 FC0767;                    North         East    Units  Estimated Accuracy
 FC0767;SPC TN       -   143,690.      715,220.      MT  (+/- 180 meters Scaled)
 FC0767
 FC0767                          SUPERSEDED SURVEY CONTROL
 FC0767
 FC0767  NGVD 29 (??/??/92)  307.507  (m)         1008.88   (f) ADJ UNCH    1 2
 FC0767
 FC0767.Superseded values are not recommended for survey control.
 FC0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0767.See file dsdata.txt to determine how the superseded data were derived.
 FC0767
 FC0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE057443(NAD 83)
 FC0767_MARKER: DR = REFERENCE MARK DISK
 FC0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0767_STAMPING: SUEE NO 1 1934
 FC0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0767+STABILITY: SURFACE MOTION
 FC0767
 FC0767  HISTORY     - Date     Condition        Report By
 FC0767  HISTORY     - 1934     MONUMENTED       CGS
 FC0767  HISTORY     - 1950     GOOD             NGS
 FC0767
 FC0767                          STATION DESCRIPTION
 FC0767
 FC0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0767'1.6 MI E FROM PEAKLAND.
 FC0767'1.5 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0767'PEAKLAND, THENCE ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD.  MARK
 FC0767'IS LOCATED ABOUT 100 YARDS EAST OF THE GRAVEL ROAD ON THE TOP OF
 FC0767'A RIDGE RUNNING NORTH-SOUTH, 118 FEET NORTHEAST OF THE STATION
 FC0767'MARK, 219 FEET NORTHEAST OF R.M. NO. 2, AND SET IN THE TOP OF A
 FC0767'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0769 ***********************************************************************
 FC0769  DESIGNATION -  SUEE RM 2
 FC0769  PID         -  FC0769
 FC0769  STATE/COUNTY-  TN/MEIGS
 FC0769  USGS QUAD   -  TRANQUILLITY (1990)
 FC0769
 FC0769                         *CURRENT SURVEY CONTROL
 FC0769  ___________________________________________________________________
 FC0769* NAD 83(1986)-  35 37 18.     (N)    084 43 41.     (W)     SCALED    
 FC0769* NAVD 88     -       307.959  (meters)    1010.36   (feet)  ADJUSTED  
 FC0769  ___________________________________________________________________
 FC0769  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0769  DYNAMIC HT  -         307.666 (meters)    1009.40  (feet)  COMP
 FC0769  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FC0769
 FC0769  VERT ORDER  -  FIRST     CLASS II
 FC0769
 FC0769.The horizontal coordinates were scaled from a topographic map and have
 FC0769.an estimated accuracy of +/- 6 seconds.
 FC0769
 FC0769.The orthometric height was determined by differential leveling
 FC0769.and adjusted by the National Geodetic Survey in June 1991..
 FC0769
 FC0769.The geoid height was determined by GEOID03.
 FC0769
 FC0769.The dynamic height is computed by dividing the NAVD 88
 FC0769.geopotential number by the normal gravity value computed on the
 FC0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0769.degrees latitude (g = 980.6199 gals.).
 FC0769
 FC0769.The modeled gravity was interpolated from observed gravity values.
 FC0769
 FC0769;                    North         East    Units  Estimated Accuracy
 FC0769;SPC TN       -   143,690.      715,220.      MT  (+/- 180 meters Scaled)
 FC0769
 FC0769                          SUPERSEDED SURVEY CONTROL
 FC0769
 FC0769  NGVD 29 (??/??/92)  308.042  (m)         1010.63   (f) ADJ UNCH    1 2
 FC0769
 FC0769.Superseded values are not recommended for survey control.
 FC0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0769.See file dsdata.txt to determine how the superseded data were derived.
 FC0769
 FC0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE057443(NAD 83)
 FC0769_MARKER: DR = REFERENCE MARK DISK
 FC0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0769_STAMPING: SUEE NO 2 1934
 FC0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0769+STABILITY: SURFACE MOTION
 FC0769
 FC0769  HISTORY     - Date     Condition        Report By
 FC0769  HISTORY     - 1934     MONUMENTED       CGS
 FC0769  HISTORY     - 1950     GOOD             NGS
 FC0769
 FC0769                          STATION DESCRIPTION
 FC0769
 FC0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0769'1.6 MI E FROM PEAKLAND.
 FC0769'1.5 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0769'PEAKLAND, THENCE ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD.  MARK
 FC0769'IS LOCATED ON A PROMINENT RIDGE RUNNING NORTH-SOUTH, ABOUT 100
 FC0769'YARDS EAST OF THE GRAVEL ROAD, 102 FEET SOUTHWEST OF THE STATION
 FC0769'MARK, 219 FEET SOUTHWEST OF R.M. NO. 1, AND SET IN THE TOP OF A
 FC0769'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2215 ***********************************************************************
 FE2215  DESIGNATION -  SUGAR TREE
 FE2215  PID         -  FE2215
 FE2215  STATE/COUNTY-  TN/DECATUR
 FE2215  USGS QUAD   -  SUGAR TREE (1986)
 FE2215
 FE2215                         *CURRENT SURVEY CONTROL
 FE2215  ___________________________________________________________________
 FE2215* NAD 83(1995)-  35 48 59.83894(N)    088 04 38.29997(W)     ADJUSTED  
 FE2215* NAVD 88     -       207.9    (meters)     682.     (feet)  VERTCON   
 FE2215  ___________________________________________________________________
 FE2215  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE2215  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2215
 FE2215  HORZ ORDER  -  SECOND
 FE2215
 FE2215.The horizontal coordinates were established by classical geodetic methods
 FE2215.and adjusted by the National Geodetic Survey in April 1999..
 FE2215
 FE2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2215
 FE2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2215
 FE2215.The geoid height was determined by GEOID03.
 FE2215
 FE2215;                    North         East     Units Scale Factor Converg.
 FE2215;SPC TN       -   166,561.497   412,293.590   MT  0.99994845   -1 12 58.1
 FE2215;SPC TN       -   546,460.51  1,352,666.55   sFT  0.99994845   -1 12 58.1
 FE2215;UTM  16      - 3,964,144.910   402,678.901   MT  0.99971671   -0 37 49.7
 FE2215
 FE2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2215!SPC TN       -   0.99997180  x   0.99994845  =   0.99992025
 FE2215!UTM  16      -   0.99997180  x   0.99971671  =   0.99968852
 FE2215
 FE2215:                Primary Azimuth Mark                     Grid Az
 FE2215:SPC TN       -  RUSSELL FIELD LOT WT 1                   018 31 33.4
 FE2215:UTM  16      -  RUSSELL FIELD LOT WT 1                   017 56 25.0
 FE2215
 FE2215|---------------------------------------------------------------------|
 FE2215| PID    Reference Object                     Distance      Geod. Az  |
 FE2215|                                                           dddmmss.s |
 FE2215| FE2214 RUSSELL FIELD LOT WT 1              APPROX.11.7 KM 0171835.3 |
 FE2215| CG4348 SUGAR TREE RM 1                      26.745 METERS 03721     |
 FE2215| CG4347 SUGAR TREE AZ MK                                   1274249.1 |
 FE2215| CG4349 SUGAR TREE RM 2                      21.587 METERS 33003     |
 FE2215|---------------------------------------------------------------------|
 FE2215
 FE2215                          SUPERSEDED SURVEY CONTROL
 FE2215
 FE2215  NAD 83(1995)-  35 48 59.84020(N)    088 04 38.30569(W) AD(       ) 2
 FE2215  NAD 83(1986)-  35 48 59.84878(N)    088 04 38.30080(W) AD(       ) 2
 FE2215  NAD 27      -  35 48 59.61920(N)    088 04 38.17280(W) AD(       ) 2
 FE2215  NGVD 29 (07/19/86)  207.9    (m)          682.     (f) VERT ANG       
 FE2215
 FE2215.Superseded values are not recommended for survey control.
 FE2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2215.See file dsdata.txt to determine how the superseded data were derived.
 FE2215
 FE2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0267964145(NAD 83)
 FE2215_MARKER: DS = TRIANGULATION STATION DISK
 FE2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2215
 FE2215  HISTORY     - Date     Condition        Report By
 FE2215  HISTORY     - 1959     MONUMENTED       CGS
 FE2215  HISTORY     - 1971     GOOD             TNDT
 FE2215  HISTORY     - 1972     GOOD             TVA
 FE2215
 FE2215                          STATION DESCRIPTION
 FE2215
 FE2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2215'THE STATION IS LOCATED ABOUT 20 MILES SOUTH OF CAMDEN AND ABOUT 2-1/2
 FE2215'MILES WEST-SOUTHWEST OF SUGAR TREE.
 FE2215'
 FE2215'TO REACH THE STATION FROM THE POST OFFICE IN SUGAR TREE, WHICH IS
 FE2215'ABOUT 21 MILES SOUTH OF CAMDEN ON STATE HIGHWAY NO. 69, GO
 FE2215'SOUTHWEST ON STATE HIGHWAY NO. 69 FOR 2.4 MILES TO A CROSSROAD, TURN
 FE2215'RIGHT, NORTHWEST, ON A GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH
 FE2215'MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTHWEST FOR 0.7 MILE TO A
 FE2215'FORK, KEEP LEFT FORK AND GO WEST FOR 0.5 MILE TO THE STATION ON
 FE2215'THE LEFT AS DESCRIBED.
 FE2215'
 FE2215'THE STATION IS 36 FEET SOUTH OF A GRAVELED ROAD, 17 FEET EAST OF A
 FE2215'TRIANGLE BLAZED ASH TREE, AND 17 FEET WEST OF A TRIANGLE BLAZED
 FE2215'OAK TREE AND 4 FEET NORTHEAST OF A WITNESS POST. IT IS A STANDARD
 FE2215'DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH WITH THE
 FE2215'SURROUNDING SURFACE AND IS STAMPED SUGAR TREE 1959.
 FE2215'
 FE2215'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF A GRAVELED
 FE2215'ROAD AND 1 FOOT SOUTH OF A FENCE. IT IS A STANDARD DISK SET IN A
 FE2215'10-INCH SQUARE CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING
 FE2215'SURFACE AND IS STAMPED SUGAR TREE NO 1 1959.
 FE2215'
 FE2215'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF A GRAVELED
 FE2215'ROAD AND 1 FOOT SOUTH OF A FENCE. IT IS A STANDARD DISK SET IN A
 FE2215'10-INCH SQUARE CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING
 FE2215'SURFACE AND IS STAMPED SUGAR TREE NO 2 1959.
 FE2215'
 FE2215'THE AZIMUTH MARK IS 37 FEET SOUTH OF A POWER LINE POLE, 26 FEET EAST
 FE2215'OF THE CENTER OF A GRAVELED ROAD AND 3 FEET WEST OF A WITNESS
 FE2215'POST. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS
 FE2215'SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED SUGAR
 FE2215'TREE 1959.
 FE2215
 FE2215                          STATION RECOVERY (1971)
 FE2215
 FE2215'RECOVERY NOTE BY TN DEPT OF TRANSP 1971 (ROE)
 FE2215'SUGAR TREE 1959 RECOVERED GOOD.
 FE2215'
 FE2215'SUGAR TREE NO. 1 1959 RECOVERED GOOD.
 FE2215'
 FE2215'SUGAR TREE NO. 2 1959 RECOVERED GOOD.
 FE2215'
 FE2215'SUGAR TREE 1959 RECOVERED GOOD (AZIMUTH MARK).
 FE2215'
 FE2215'AZIMUTH IS NOT VISIBLE FROM STATION ON GROUND.
 FE2215
 FE2215                          STATION RECOVERY (1972)
 FE2215
 FE2215'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2215'CONDITION OF POINT WHEN FOUND GOOD.
 FE2215'
 FE2215'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SUGAR TREE 1959
 FE2215'USC AND GS.
 FE2215'
 FE2215'SEE ORIGINAL DESCRIPTION.
 FE2215'
 FE2215'ADD TO DESC. STATION IS 14.0 FT. SOUTH OF 10 INCH RED OAK.
 FE2215'17.6 FT. EAST OF 10 INCH HICKORY.
 FE2215'
 FE2215'T.V.A. POST AND SIGN SET 1.0 FOOT SOUTH OF MON.
 FE2215'
 FE2215'SUGAR AZ MK- POINT WHEN FOUND GOOD.
 FE2215'
 FE2215'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SUGAR TREE
 FE2215'AZIMUTH 1959 USC AND GS.
 FE2215'
 FE2215'SEE ORIGINAL DESCRIPTION.
 FE2215'
 FE2215'SUGAR TREE RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2215'
 FE2215'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SUGAR TREE NO 1
 FE2215'1959 USC AND GS.
 FE2215'
 FE2215'SEE ORIGINAL DESCRIPTION.
 FE2215'
 FE2215'T.V.A. POST AND SIGN AT MARKER.
 FE2215'
 FE2215'SUGAR TREE RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2215'
 FE2215'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT SUGARTREE NO 2
 FE2215'1959 USC AND GS.
 FE2215'
 FE2215'SEE ORIGINAL DESCRIPTION.
 FE2215'
 FE2215'T.V.A. POST AND SIGN SET AT MARKER.
 FE2215'
 FE2215'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2.5 MI. WEST OF
 FE2215'SUGARTREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0536 ***********************************************************************
 GC0536  DESIGNATION -  SULPHER
 GC0536  PID         -  GC0536
 GC0536  STATE/COUNTY-  TN/ROBERTSON
 GC0536  USGS QUAD   -  WHITE HOUSE (1981)
 GC0536
 GC0536                         *CURRENT SURVEY CONTROL
 GC0536  ___________________________________________________________________
 GC0536* NAD 83(1995)-  36 27 16.16388(N)    086 41 49.13249(W)     ADJUSTED  
 GC0536* NAVD 88     -       265.327  (meters)     870.49   (feet)  ADJUSTED  
 GC0536  ___________________________________________________________________
 GC0536  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GC0536  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0536  DYNAMIC HT  -         265.101 (meters)     869.75  (feet)  COMP
 GC0536  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0536
 GC0536  HORZ ORDER  -  SECOND
 GC0536  VERT ORDER  -  SECOND    CLASS 0
 GC0536
 GC0536.The horizontal coordinates were established by classical geodetic methods
 GC0536.and adjusted by the National Geodetic Survey in April 1999..
 GC0536
 GC0536.The orthometric height was determined by differential leveling
 GC0536.and adjusted by the National Geodetic Survey in June 1991..
 GC0536
 GC0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0536
 GC0536.The geoid height was determined by GEOID03.
 GC0536
 GC0536.The dynamic height is computed by dividing the NAVD 88
 GC0536.geopotential number by the normal gravity value computed on the
 GC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0536.degrees latitude (g = 980.6199 gals.).
 GC0536
 GC0536.The modeled gravity was interpolated from observed gravity values.
 GC0536
 GC0536;                    North         East     Units Scale Factor Converg.
 GC0536;SPC TN       -   235,568.309   537,520.256   MT  1.00000693   -0 24 28.9
 GC0536;SPC TN       -   772,860.36  1,763,514.37   sFT  1.00000693   -0 24 28.9
 GC0536;UTM  16      - 4,034,402.614   527,152.834   MT  0.99960908   +0 10 48.2
 GC0536
 GC0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0536!SPC TN       -   0.99996301  x   1.00000693  =   0.99996994
 GC0536!UTM  16      -   0.99996301  x   0.99960908  =   0.99957210
 GC0536
 GC0536|---------------------------------------------------------------------|
 GC0536| PID    Reference Object                     Distance      Geod. Az  |
 GC0536|                                                           dddmmss.s |
 GC0536| GC0537 SULPHER RM 1                         23.162 METERS 00019     |
 GC0536| CG5636 56 EOM RESET                                       0984336.9 |
 GC0536| GC0538 SULPHER RM 2                         30.640 METERS 25006     |
 GC0536| GC2330 GREENBRIER MUNICIPAL TANK           APPROX. 9.8 KM 2521820.8 |
 GC0536|---------------------------------------------------------------------|
 GC0536
 GC0536                          SUPERSEDED SURVEY CONTROL
 GC0536
 GC0536  NAD 83(1995)-  36 27 16.16470(N)    086 41 49.13355(W) AD(       ) 2
 GC0536  NAD 83(1995)-  36 27 16.16980(N)    086 41 49.13590(W) AD(       ) 2
 GC0536  NAD 83(1986)-  36 27 16.17337(N)    086 41 49.13573(W) AD(       ) 2
 GC0536  NAD 27      -  36 27 16.00960(N)    086 41 49.15300(W) AD(       ) 2
 GC0536  NGVD 29 (??/??/92)  265.386  (m)          870.69   (f) ADJ UNCH    2 0
 GC0536
 GC0536.Superseded values are not recommended for survey control.
 GC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0536.See file dsdata.txt to determine how the superseded data were derived.
 GC0536
 GC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2715334403(NAD 83)
 GC0536_MARKER: DE = TRAVERSE STATION DISK
 GC0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0536_STAMPING: SULPHER 1959
 GC0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0536+STABILITY: SURFACE MOTION
 GC0536
 GC0536  HISTORY     - Date     Condition        Report By
 GC0536  HISTORY     - 1959     MONUMENTED       CGS
 GC0536  HISTORY     - 1960     GOOD             NGS
 GC0536
 GC0536                          STATION DESCRIPTION
 GC0536
 GC0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0536'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF GOODLETTSVILLE AND
 GC0536'ABOUT 3 MILES SOUTHWEST OF WHITE HOUSE.
 GC0536'
 GC0536'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETTSVILLE, GO NORTH
 GC0536'ON U.S. HIGHWAY NO. 31W AND 41 FOR 1.4 MILES TO A FORK, KEEP RIGHT
 GC0536'FORK AND CONTINUE NORTH ON U.S. HIGHWAY NO. 31W FOR 7.45 MILES TO A
 GC0536'SIDE ROAD LEFT, TURN LEFT, WEST, ON A GRAVELED GOAD FOR 1.6 MILES
 GC0536'TO A T ROAD LEFT AND AZIMUTH MARK AS DESCRIBED, TURN LEFT AND GO 0.25
 GC0536'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC0536'
 GC0536'THE STATION IS 60 FEET NORTH OF A GRAVELED ROAD, 46 FEET WEST OF A
 GC0536'DRIVEWAY AND 36 FEET SOUTHWEST OF A DRIVEWAY.  IT IS A STANDARD
 GC0536'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 GC0536'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE
 GC0536'AND IS STAMPED SULPHER 1959.
 GC0536'
 GC0536'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF POWER LINE POLE NO. H34 MT4.
 GC0536'IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED SULPHER
 GC0536'NO 1 1959.
 GC0536'
 GC0536'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF A GRAVELED ROAD.  IT IS SET
 GC0536'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED SULPHER NO 2
 GC0536'1959.
 GC0536'
 GC0536'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE CENTER OF A T
 GC0536'INTERSECTION, 1 FOOT NORTHEAST OF A WITNESS POST AND 1 FOOT WEST OF
 GC0536'A 12 INCH CORNER POST.  IT IS A STANDARD GEOLOGICAL SURVEY BENCHMARK
 GC0536'DISK SET IN A 6 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES ABOVE
 GC0536'THE SURROUNDING SURFACE AND IS STAMPED RESET 852 56EOM 1950.
 GC0536
 GC0536                          STATION RECOVERY (1960)
 GC0536
 GC0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0536'3.6 MI SW FROM WHITE HOUSE.
 GC0536'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0536'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0536'THENCE 1.0 MILE SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THENCE
 GC0536'0.3 MILE WEST ON A GRAVELED ROAD, 60 FT. NORTH OF THE GRAVELED
 GC0536'ROAD, 46 FT. WEST OF A DRIVEWAY AND 36 FT. SOUTHWEST OF A DRIVEWAY,
 GC0536'A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0536'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1428 ***********************************************************************
 FD1428  DESIGNATION -  SULPHER
 FD1428  PID         -  FD1428
 FD1428  STATE/COUNTY-  TN/COFFEE
 FD1428  USGS QUAD   -  MANCHESTER (1972)
 FD1428
 FD1428                         *CURRENT SURVEY CONTROL
 FD1428  ___________________________________________________________________
 FD1428* NAD 83(1995)-  35 29 45.83675(N)    086 04 24.78667(W)     ADJUSTED  
 FD1428* NAVD 88     -       330.1    (meters)    1083.     (feet)  VERTCON   
 FD1428  ___________________________________________________________________
 FD1428  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FD1428  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD1428
 FD1428  HORZ ORDER  -  SECOND
 FD1428
 FD1428.The horizontal coordinates were established by classical geodetic methods
 FD1428.and adjusted by the National Geodetic Survey in April 1999..
 FD1428
 FD1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1428
 FD1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1428
 FD1428.The geoid height was determined by GEOID03.
 FD1428
 FD1428;                    North         East     Units Scale Factor Converg.
 FD1428;SPC TN       -   129,006.904   593,326.589   MT  0.99996570   -0 02 35.0
 FD1428;SPC TN       -   423,250.15  1,946,605.65   sFT  0.99996570   -0 02 35.0
 FD1428;UTM  16      - 3,928,451.609   584,027.754   MT  0.99968701   +0 32 16.7
 FD1428
 FD1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1428!SPC TN       -   0.99995271  x   0.99996570  =   0.99991842
 FD1428!UTM  16      -   0.99995271  x   0.99968701  =   0.99963974
 FD1428
 FD1428|---------------------------------------------------------------------|
 FD1428| PID    Reference Object                     Distance      Geod. Az  |
 FD1428|                                                           dddmmss.s |
 FD1428| CG7584 SULPHER RM 1                         40.256 METERS 10122     |
 FD1428| CG7583 SULPHER AZ MK                                      1205356.7 |
 FD1428| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 2.9 KM 2051943.1 |
 FD1428| FD1424 MANCHESTER ABANDONED WATER TANK     APPROX. 2.8 KM 2052949.2 |
 FD1428| CG7585 SULPHER RM 2                         26.572 METERS 33326     |
 FD1428|---------------------------------------------------------------------|
 FD1428
 FD1428                          SUPERSEDED SURVEY CONTROL
 FD1428
 FD1428  NAD 83(1995)-  35 29 45.84424(N)    086 04 24.78809(W) AD(       ) 2
 FD1428  NAD 83(1995)-  35 29 45.84427(N)    086 04 24.78826(W) AD(       ) 2
 FD1428  NAD 83(1995)-  35 29 45.84412(N)    086 04 24.78805(W) AD(       ) 2
 FD1428  NAD 83(1986)-  35 29 45.84747(N)    086 04 24.78573(W) AD(       ) 2
 FD1428  NAD 27      -  35 29 45.57220(N)    086 04 24.82470(W) AD(       ) 2
 FD1428  NGVD 29 (07/19/86)  330.1    (m)         1083.     (f) VERT ANG       
 FD1428
 FD1428.Superseded values are not recommended for survey control.
 FD1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1428.See file dsdata.txt to determine how the superseded data were derived.
 FD1428
 FD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8402828452(NAD 83)
 FD1428_MARKER: DS = TRIANGULATION STATION DISK
 FD1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1428
 FD1428  HISTORY     - Date     Condition        Report By
 FD1428  HISTORY     - 1960     MONUMENTED       CGS
 FD1428  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD1428  HISTORY     - 1975     MARK NOT FOUND   NGS
 FD1428
 FD1428                          STATION DESCRIPTION
 FD1428
 FD1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1428'THE STATION IS LOCATED ON THE PROPERTY OF MR J D RIDDLE, ABOUT 1.25
 FD1428'MILES NORTHEAST OF
 FD1428'MANCHESTER, ABOUT 0.2 MILE NORTHWEST OF STATE HIGHWAY
 FD1428'55, JUST SOUTHEAST OF THE
 FD1428'RIGHT-OF-WAY OF THE NASHVILLE, CHATTANOOGA
 FD1428'AND ST LOUIS RAILROAD, AND NEAR THE
 FD1428'NORTHWESTERN CORNER OF A
 FD1428'CULTIVATED FIELD.
 FD1428'
 FD1428'TO REACH THE STATION FROM THE COURT HOUSE IN MANCHESTER, GO ONE BLOCK
 FD1428'WEST, TO U S HIGHWAY 41.
 FD1428'TURN LEFT, AND GO SOUTHEAST FOR 0.6 MILE TO THE
 FD1428'JUNCTION OF U S HIGHWAY 41 AND
 FD1428'STATE HIGHWAY 55.  TURN LEFT, ON STATE
 FD1428'HIGHWAY 55 AND GO NORTHEAST FOR 1.4 MILES TO A
 FD1428'SIDE ROAD ON THE LEFT
 FD1428'AND THE AZIMUTH MARK.  TURN LEFT, AND GO WESTERLY FOR 0.2 MILE TO
 FD1428'THE STATION ON THE
 FD1428'LEFT, JUST BEFORE REACHING RAILROAD CROSSING.
 FD1428'
 FD1428'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED SULPHER 1960,
 FD1428'SET IN A CONCRETE
 FD1428'MONUMENT, AND SET FLUSH.  IT IS 45 FEET SOUTHWEST OF A
 FD1428'30-INCH TREE, 34 FEET
 FD1428'SOUTHEAST OF THE EAST RAIL OF THE RAILROAD, 3
 FD1428'FEET SOUTHEAST OF A WIRE FENCE, AND 2.8
 FD1428'FEET SOUTH OF A WITNESS SIGN.
 FD1428'
 FD1428'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED SULPHER NO 1 1960,
 FD1428'SET IN A CONCRETE
 FD1428'MONUMENT, AND SET FLUSH.  IT IS 19 FEET SOUTHWEST OF THE
 FD1428'CENTER OF A GRAVELED ROAD
 FD1428'AND SET NEAR THE NORTHERN EDGE OF A
 FD1428'CULTIVATED FIELD.
 FD1428'
 FD1428'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED SULPHER NO 2 1960,
 FD1428'SET IN A CONCRETE
 FD1428'MONUMENT, AND SET FLUSH.  IT IS 81 FEET SOUTH OF THE
 FD1428'SOUTHEAST CORNER OF A
 FD1428'CONCRETE BLOCK BUILDING, 17 FEET WEST OF A
 FD1428'T-INTERSECTION, AND 1 FOOT EAST OF A
 FD1428'FENCE CORNER POST.
 FD1428'
 FD1428'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SULPHER 1960, CEMENTED
 FD1428'IN A DRILL HOLE IN A
 FD1428'CONCRETE CULVERT ABUTMENT, AND SET FLUSH.  IT IS 26 FEET
 FD1428'NORTHWEST OF THE CENTER OF
 FD1428'STATE HIGHWAY 55, 19 FEET NORTHWEST OF THE
 FD1428'CENTER OF A GRAVELED ROAD, 17 FEET SOUTH OF A
 FD1428'POWER LINE POLE, AND
 FD1428'1.1 FEET EAST OF A WITNESS SIGN.
 FD1428'
 FD1428'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FD1428
 FD1428                          STATION RECOVERY (1972)
 FD1428
 FD1428'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD1428'SULPHER AND REFERENCE SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED
 FD1428'BY CONSTRUCTION.
 FD1428'
 FD1428'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 FD1428'NORTHEAST FROM MANCHESTER.
 FD1428
 FD1428                          STATION RECOVERY (1975)
 FD1428
 FD1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1428'A SEARCH WAS MADE FOR THE STATION AND ALL MARKS BUT NOTHING WAS
 FD1428'FOUND.  A NEW RAILROAD SIDE TRACK HAS BEEN PUT IN AT THE STATION
 FD1428'SITE.  THERE HAS BEEN ROAD WORK AT THE SITE OF THE AZIMUTH MARK AND
 FD1428'IT IS ASSUMED TO HAVE BEEN DESTROYED BY SAME.
 FD1428'
 FD1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILES
 FD1428'NORTHEAST OF MANCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0537 ***********************************************************************
 GC0537  DESIGNATION -  SULPHER RM 1
 GC0537  PID         -  GC0537
 GC0537  STATE/COUNTY-  TN/ROBERTSON
 GC0537  USGS QUAD   -  WHITE HOUSE (1981)
 GC0537
 GC0537                         *CURRENT SURVEY CONTROL
 GC0537  ___________________________________________________________________
 GC0537* NAD 83(1986)-  36 27 16.     (N)    086 41 49.     (W)     SCALED    
 GC0537* NAVD 88     -       265.713  (meters)     871.76   (feet)  ADJUSTED  
 GC0537  ___________________________________________________________________
 GC0537  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0537  DYNAMIC HT  -         265.488 (meters)     871.02  (feet)  COMP
 GC0537  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0537
 GC0537  VERT ORDER  -  SECOND    CLASS 0
 GC0537
 GC0537.The horizontal coordinates were scaled from a topographic map and have
 GC0537.an estimated accuracy of +/- 6 seconds.
 GC0537
 GC0537.The orthometric height was determined by differential leveling
 GC0537.and adjusted by the National Geodetic Survey in June 1991..
 GC0537
 GC0537.The geoid height was determined by GEOID03.
 GC0537
 GC0537.The dynamic height is computed by dividing the NAVD 88
 GC0537.geopotential number by the normal gravity value computed on the
 GC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0537.degrees latitude (g = 980.6199 gals.).
 GC0537
 GC0537.The modeled gravity was interpolated from observed gravity values.
 GC0537
 GC0537;                    North         East    Units  Estimated Accuracy
 GC0537;SPC TN       -   235,560.      537,520.      MT  (+/- 180 meters Scaled)
 GC0537
 GC0537                          SUPERSEDED SURVEY CONTROL
 GC0537
 GC0537  NGVD 29 (??/??/92)  265.773  (m)          871.96   (f) ADJ UNCH    2 0
 GC0537
 GC0537.Superseded values are not recommended for survey control.
 GC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0537.See file dsdata.txt to determine how the superseded data were derived.
 GC0537
 GC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF271343(NAD 83)
 GC0537_MARKER: DR = REFERENCE MARK DISK
 GC0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0537_STAMPING: SULPHER NO 1 1959
 GC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0537+STABILITY: SURFACE MOTION
 GC0537
 GC0537  HISTORY     - Date     Condition        Report By
 GC0537  HISTORY     - 1959     MONUMENTED       CGS
 GC0537  HISTORY     - 1960     GOOD             NGS
 GC0537
 GC0537                          STATION DESCRIPTION
 GC0537
 GC0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0537'3.6 MI SW FROM WHITE HOUSE.
 GC0537'THIS MARK IS LOCATED AT THE SULPHER 1959 STATION SITE, 76 FT.
 GC0537'NORTH OF THE STATION MARK, AND 1 FT. EAST OF POWER LINE POLE
 GC0537'NO. H34 MT4, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC0537'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0538 ***********************************************************************
 GC0538  DESIGNATION -  SULPHER RM 2
 GC0538  PID         -  GC0538
 GC0538  STATE/COUNTY-  TN/ROBERTSON
 GC0538  USGS QUAD   -  WHITE HOUSE (1981)
 GC0538
 GC0538                         *CURRENT SURVEY CONTROL
 GC0538  ___________________________________________________________________
 GC0538* NAD 83(1986)-  36 27 16.     (N)    086 41 49.     (W)     SCALED    
 GC0538* NAVD 88     -       264.869  (meters)     868.99   (feet)  ADJUSTED  
 GC0538  ___________________________________________________________________
 GC0538  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0538  DYNAMIC HT  -         264.644 (meters)     868.25  (feet)  COMP
 GC0538  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0538
 GC0538  VERT ORDER  -  SECOND    CLASS 0
 GC0538
 GC0538.The horizontal coordinates were scaled from a topographic map and have
 GC0538.an estimated accuracy of +/- 6 seconds.
 GC0538
 GC0538.The orthometric height was determined by differential leveling
 GC0538.and adjusted by the National Geodetic Survey in June 1991..
 GC0538
 GC0538.The geoid height was determined by GEOID03.
 GC0538
 GC0538.The dynamic height is computed by dividing the NAVD 88
 GC0538.geopotential number by the normal gravity value computed on the
 GC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0538.degrees latitude (g = 980.6199 gals.).
 GC0538
 GC0538.The modeled gravity was interpolated from observed gravity values.
 GC0538
 GC0538;                    North         East    Units  Estimated Accuracy
 GC0538;SPC TN       -   235,560.      537,520.      MT  (+/- 180 meters Scaled)
 GC0538
 GC0538                          SUPERSEDED SURVEY CONTROL
 GC0538
 GC0538  NGVD 29 (??/??/92)  264.928  (m)          869.18   (f) ADJ UNCH    2 0
 GC0538
 GC0538.Superseded values are not recommended for survey control.
 GC0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0538.See file dsdata.txt to determine how the superseded data were derived.
 GC0538
 GC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF271343(NAD 83)
 GC0538_MARKER: DR = REFERENCE MARK DISK
 GC0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0538_STAMPING: SULPHER NO 2 1959
 GC0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0538+STABILITY: SURFACE MOTION
 GC0538
 GC0538  HISTORY     - Date     Condition        Report By
 GC0538  HISTORY     - 1959     MONUMENTED       CGS
 GC0538  HISTORY     - 1960     GOOD             NGS
 GC0538
 GC0538                          STATION DESCRIPTION
 GC0538
 GC0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0538'3.6 MI SW FROM WHITE HOUSE.
 GC0538'THIS MARK IS LOCATED AT THE SULPHER 1959 STATION SITE, 100.5 FT.
 GC0538'SOUTHWEST OF THE STATION MARK, AND 14 FT. NORTH OF A GRAVELED
 GC0538'ROAD, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0538'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2442 ***********************************************************************
 GC2442  DESIGNATION -  SULPHUR
 GC2442  PID         -  GC2442
 GC2442  STATE/COUNTY-  TN/MONTGOMERY
 GC2442  USGS QUAD   -  ADAMS (1984)
 GC2442
 GC2442                         *CURRENT SURVEY CONTROL
 GC2442  ___________________________________________________________________
 GC2442* NAD 83(1995)-  36 31 02.83008(N)    087 07 19.65233(W)     ADJUSTED  
 GC2442* NAVD 88     -       194.9    (meters)     639.     (feet)  VERTCON   
 GC2442  ___________________________________________________________________
 GC2442  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC2442  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2442
 GC2442  HORZ ORDER  -  SECOND
 GC2442
 GC2442.The horizontal coordinates were established by classical geodetic methods
 GC2442.and adjusted by the National Geodetic Survey in April 1999..
 GC2442
 GC2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2442
 GC2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2442
 GC2442.The geoid height was determined by GEOID03.
 GC2442
 GC2442;                    North         East     Units Scale Factor Converg.
 GC2442;SPC TN       -   242,908.995   499,490.344   MT  1.00001943   -0 39 25.0
 GC2442;SPC TN       -   796,943.93  1,638,744.57   sFT  1.00001943   -0 39 25.0
 GC2442;UTM  16      - 4,041,350.953   489,065.458   MT  0.99960147   -0 04 21.6
 GC2442
 GC2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2442!SPC TN       -   0.99997404  x   1.00001943  =   0.99999347
 GC2442!UTM  16      -   0.99997404  x   0.99960147  =   0.99957552
 GC2442
 GC2442|---------------------------------------------------------------------|
 GC2442| PID    Reference Object                     Distance      Geod. Az  |
 GC2442|                                                           dddmmss.s |
 GC2442| CG7591 SULPHUR RM 1                         25.518 METERS 09624     |
 GC2442| CG7589 SULPHUR AZ MK                                      1761510.0 |
 GC2442| CG7590 SULPHUR AZ MK RESET                                1763233.1 |
 GC2442| CG7592 SULPHUR RM 2                         27.766 METERS 27620     |
 GC2442|---------------------------------------------------------------------|
 GC2442
 GC2442                          SUPERSEDED SURVEY CONTROL
 GC2442
 GC2442  NAD 83(1995)-  36 31 02.83099(N)    087 07 19.65377(W) AD(       ) 2
 GC2442  NAD 83(1995)-  36 31 02.83461(N)    087 07 19.65602(W) AD(       ) 2
 GC2442  NAD 83(1986)-  36 31 02.83963(N)    087 07 19.65587(W) AD(       ) 2
 GC2442  NAD 27      -  36 31 02.67120(N)    087 07 19.64430(W) AD(       ) 2
 GC2442  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 GC2442
 GC2442.Superseded values are not recommended for survey control.
 GC2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2442.See file dsdata.txt to determine how the superseded data were derived.
 GC2442
 GC2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8906541351(NAD 83)
 GC2442_MARKER: DS = TRIANGULATION STATION DISK
 GC2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2442
 GC2442  HISTORY     - Date     Condition        Report By
 GC2442  HISTORY     - 1953     MONUMENTED       CGS
 GC2442  HISTORY     - 1965     GOOD             TNHD
 GC2442
 GC2442                          STATION DESCRIPTION
 GC2442
 GC2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2442'STATION IS ON THE PROPERTY OF THE TENNESSEE FARM CO-OP ABOUT 13 MILES
 GC2442'WEST OF SPRINGFIELD AND ABOUT 5 MILES SOUTHWEST OF ADAMS.  IT IS
 GC2442'80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 20 FEET
 GC2442'NORTHEAST OF A 24 INCH OAK TREE, 7 FEET EAST OF A WHITE WITNESS
 GC2442'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GC2442'STAMPED SULPHUR 1953.
 GC2442'
 GC2442'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 GC2442'AND THE DISK IS STAMPED SULPHUR NO 1 1953.
 GC2442'
 GC2442'REFERENCE MARK NO. 2 IS 34 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GC2442'THE BARN AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS ABOUT 2
 GC2442'INCHES AND THE DISK IS STAMPED SULPHUR NO 2 1953.
 GC2442'
 GC2442'AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 7 FEET
 GC2442'NORTHWEST OF A TELEPHONE POLE AND 2 FEET NORTH OF A WHITE WITNESS
 GC2442'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2442'SULPHUR 1953.
 GC2442'
 GC2442'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2442'HIGHWAY 49, WHICH IS ABOUT 11 MILES SOUTHWEST OF SPRINGFIELD, GO
 GC2442'NORTHWEST ON HIGHWAY 41 A FOR 6.2 MILES TO A GRAVEL CROSSROAD.  TURN
 GC2442'RIGHT AND GO 2.25 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 GC2442'0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO 2.6 MILES TO THE
 GC2442'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON THE GRAVEL
 GC2442'ROAD FOR 0.3 MILE TO A GRAVEL ROAD RIGHT AND A GATE ON THE LEFT.
 GC2442'TURN LEFT THROUGH GATE AND GO WEST ALONG FENCE FOR 0.2 MILE TO A
 GC2442'BARN AND THE STATION AS DESCRIBED.
 GC2442'
 GC2442'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GC2442
 GC2442                          STATION RECOVERY (1965)
 GC2442
 GC2442'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC2442'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 GC2442'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE
 GC2442'FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY NEAR THE
 GC2442'SITE OF THE ORIGINAL MARK.  A SLIGHT DISCREPANCY WAS NOTED IN
 GC2442'THE MEASUREMENTS TO REFERENCE MARKS NO. 1 AND NO. 2.
 GC2442'
 GC2442'DUE TO RECENT CHANGES IN LOCAL ROADS, A NEW AND COMPLETE DESCRIPTION
 GC2442'FOLLOWS-
 GC2442'
 GC2442'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF PLEASANT VIEW.
 GC2442'
 GC2442'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC2442'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC2442'41A FOR 6.2 MILES TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTHERLY
 GC2442'ON A PAVED ROAD FOR 2.25 MILES TO A T INTERSECTION.  TURN RIGHT ON A
 GC2442'PAVED ROAD AND GO 0.2 MILE NORTHEASTERLY TO A T INTERSECTION.  TURN
 GC2442'LEFT ON A PAVED ROAD AND GO NORTHWEST AND NORTH FOR 2.6 MILES TO A
 GC2442'TRACK ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE
 GC2442'PAVED ROAD FOR 0.3 MILE TO A GRAVELED ROAD RIGHT AND A GATE ON THE
 GC2442'LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND GO WESTERLY FOR 0.2
 GC2442'MILE TO A BARN AND THE STATION NEAR A FENCE.
 GC2442'
 GC2442'THE STATION IS 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN,
 GC2442'20 FEET NORTHEAST OF A 24-INCH OAK TREE, 7 FEET EAST OF A WHITE,
 GC2442'WOODEN, WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A
 GC2442'STANDARD U.S.C. AND G.S.  TRIANGULATION STATION DISK SET IN
 GC2442'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2442'IS STAMPED SULPHUR 1953.
 GC2442'
 GC2442'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK IS A
 GC2442'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2442'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2442'SULPHUR NO 1 1953.
 GC2442'
 GC2442'REFERENCE MARK NO. 2 IS 34 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GC2442'THE BARN AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS A STANDARD
 GC2442'U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GC2442'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SULPHUR NO
 GC2442'2 1953.
 GC2442'
 GC2442'THE AZIMUTH MARK IS ABOUT 6 FEET ABOVE THE LEVEL OF THE PAVEMENT, 29
 GC2442'FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 15 FEET
 GC2442'SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 6 FEET NORTH OF A
 GC2442'FENCE CORNER POST, 4 FEET EAST OF A TELEPHONE POLE AND 5.0 FEET
 GC2442'NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GC2442'U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GC2442'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SULPHUR 1953
 GC2442'RESET 1965.
 GC2442'
 GC2442'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GC2442'
 GC2442'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1225 ***********************************************************************
 FE1225  DESIGNATION -  SUMMER
 FE1225  PID         -  FE1225
 FE1225  STATE/COUNTY-  TN/SHELBY
 FE1225  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1225
 FE1225                         *CURRENT SURVEY CONTROL
 FE1225  ___________________________________________________________________
 FE1225* NAD 83(1995)-  35 09 12.67540(N)    089 53 21.91814(W)     ADJUSTED  
 FE1225* NAVD 88     -        77.685  (meters)     254.87   (feet)  ADJUSTED  
 FE1225  ___________________________________________________________________
 FE1225  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FE1225  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1225  DYNAMIC HT  -          77.614 (meters)     254.64  (feet)  COMP
 FE1225  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FE1225
 FE1225  HORZ ORDER  -  SECOND
 FE1225  VERT ORDER  -  SECOND    CLASS 0
 FE1225
 FE1225.The horizontal coordinates were established by classical geodetic methods
 FE1225.and adjusted by the National Geodetic Survey in April 1999..
 FE1225
 FE1225.The orthometric height was determined by differential leveling
 FE1225.and adjusted by the National Geodetic Survey in June 1991..
 FE1225
 FE1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1225
 FE1225.The geoid height was determined by GEOID03.
 FE1225
 FE1225.The dynamic height is computed by dividing the NAVD 88
 FE1225.geopotential number by the normal gravity value computed on the
 FE1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1225.degrees latitude (g = 980.6199 gals.).
 FE1225
 FE1225.The modeled gravity was interpolated from observed gravity values.
 FE1225
 FE1225;                    North         East     Units Scale Factor Converg.
 FE1225;SPC TN       -    98,041.927   245,692.989   MT  1.00001843   -2 16 37.3
 FE1225;SPC TN       -   321,659.22    806,077.75   sFT  1.00001843   -2 16 37.3
 FE1225;UTM  16      - 3,893,891.348   236,790.987   MT  1.00045390   -1 39 52.5
 FE1225
 FE1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1225!SPC TN       -   0.99999210  x   1.00001843  =   1.00001053
 FE1225!UTM  16      -   0.99999210  x   1.00045390  =   1.00044600
 FE1225
 FE1225:                Primary Azimuth Mark                     Grid Az
 FE1225:SPC TN       -  SUMMER AZ MK                             158 10 42.8
 FE1225:UTM  16      -  SUMMER AZ MK                             157 33 58.0
 FE1225
 FE1225|---------------------------------------------------------------------|
 FE1225| PID    Reference Object                     Distance      Geod. Az  |
 FE1225|                                                           dddmmss.s |
 FE1225| FE1459 SUMMER AZ MK                        APPROX. 0.5 KM 1555405.5 |
 FE1225| FE1226 SUMMER RM 1                          20.070 METERS 18221     |
 FE1225| FE1224 SUMMER RM 2                          23.691 METERS 27629     |
 FE1225|---------------------------------------------------------------------|
 FE1225
 FE1225                          SUPERSEDED SURVEY CONTROL
 FE1225
 FE1225  NAD 83(1995)-  35 09 12.67836(N)    089 53 21.91703(W) AD(       ) 2
 FE1225  NAD 83(1995)-  35 09 12.68076(N)    089 53 21.91764(W) AD(       ) 2
 FE1225  NAD 83(1986)-  35 09 12.68593(N)    089 53 21.91867(W) AD(       ) 2
 FE1225  NAD 27      -  35 09 12.36490(N)    089 53 21.60490(W) AD(       ) 2
 FE1225  NGVD 29 (??/??/??)   77.665  (m)          254.81   (f) ADJUSTED    2 0
 FE1225
 FE1225.Superseded values are not recommended for survey control.
 FE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1225.See file dsdata.txt to determine how the superseded data were derived.
 FE1225
 FE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3679193891(NAD 83)
 FE1225_MARKER: DS = TRIANGULATION STATION DISK
 FE1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1225_STAMPING: SUMMER 1959
 FE1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1225+STABILITY: SURFACE MOTION
 FE1225
 FE1225  HISTORY     - Date     Condition        Report By
 FE1225  HISTORY     - 1959     MONUMENTED       CGS
 FE1225  HISTORY     - 1959     GOOD             CGS
 FE1225  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1225
 FE1225                          STATION DESCRIPTION
 FE1225
 FE1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1225'THE STATION IS LOCATED, AIRLINE, ABOUT 9 MILES EAST OF THE CENTER OF
 FE1225'MEMPHIS, ALONG THE NORTH SIDE OF SUMMER AVENUE, (U S HIGHWAY 79,
 FE1225'70) IN THE EAST CORNER OF THE SUMMER DRIVE IN THEATER.
 FE1225'
 FE1225'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 79, 70 AND 64,
 FE1225'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO
 FE1225'SOUTHWEST ON U S HIGHWAY 79, 70 FOR 4.5 MILES TO A JUNCTION WITH
 FE1225'WHITE STA. ROAD, THE SUMMER DRIVE IN THEATER ON THE RIGHT, WEST
 FE1225'SIDE OF THE HIGHWAY, A WITNESS SIGN IN THE EAST CORNER AND THE
 FE1225'STATION.
 FE1225'
 FE1225'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U S HIGHWAY 79, 70
 FE1225'AND WHITE STA. ROAD, JUST EAST OF THE STATION, GO SOUTH ON WHITE
 FE1225'STA. ROAD FOR 0.25 MILE TO THE RAILROAD TRACKS AND THE AZIMUTH MARK
 FE1225'ON THE LEFT.
 FE1225'
 FE1225'THE STATION IS A STANDARD TRAVERSE DISK STAMPED SUMMER 1959 SET IN
 FE1225'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FE1225'1 INCH ABOVE THE GROUND.  IT IS ABOUT 300 FEET NORTH OF THE CENTER OF
 FE1225'U S HIGHWAY 79, 70, 67 FEET NORTH OF THE NORTH CORNER OF THE TICKET
 FE1225'BOOTH, 75 FEET WEST OF THE EAST CORNER OF THE SUMMER DRIVE IN THEATER
 FE1225'AND 4 FEET WEST OF A WITNESS SIGN.
 FE1225'
 FE1225'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SUMMER NO 1 1959
 FE1225'SET IN A DRILL HOLE IN A CONCRETE APRON OF THE ENTRANCE GATE TO
 FE1225'THE THEATER AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE1225'
 FE1225'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SUMMER NO 2 1959
 FE1225'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE1225'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FE1225'ELEVATION AS THE STATION.
 FE1225'
 FE1225'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUMMER 1959 SET IN TOP OF
 FE1225'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 FE1225'ABOVE THE GROUND.  IT IS 342 FEET EAST OF THE CENTER OF WHITE STA.
 FE1225'ROAD AND 30 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 FE1225
 FE1225                          STATION RECOVERY (1959)
 FE1225
 FE1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1225'IN MEMPHIS.
 FE1225'THE MARK IS LOCATED 1.0 MILE WEST OF THE JUNCTION OF MACON ROAD
 FE1225'AND HIGHWAY 70 IN EAST MEMPHIS IN THE SOUTHEAST CORNER OF THE
 FE1225'SUMMER DRIVE INN THEATER, SET IN THE TOP OF A SQUARE CONCRETE
 FE1225'POST WHICH IS FLUSH WITH THE GROUND, 67 FEET NORTH OF THE
 FE1225'NORTHEAST CORNER OF THE MOST EASTERLY TICKET OFFICE, 16 FEET SOUTH
 FE1225'OF A WOOD FENCE, 4 FEET SOUTHWEST OF A WITNESS SIGN.  IT IS
 FE1225'ABOUT 1.3 MILES EAST OF BERCLAIR 1959.
 FE1225
 FE1225                          STATION RECOVERY (1989)
 FE1225
 FE1225'RECOVERY NOTE BY US POWER SQUADRON 1989 (EL)
 FE1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1565 ***********************************************************************
 FD1565  DESIGNATION -  SUMMER
 FD1565  PID         -  FD1565
 FD1565  STATE/COUNTY-  TN/LEWIS
 FD1565  USGS QUAD   -  SUMMERTOWN (1976)
 FD1565
 FD1565                         *CURRENT SURVEY CONTROL
 FD1565  ___________________________________________________________________
 FD1565* NAD 83(1995)-  35 29 14.46498(N)    087 18 36.38616(W)     ADJUSTED  
 FD1565* NAVD 88     -       317.3    (meters)    1041.     (feet)  VERTCON   
 FD1565  ___________________________________________________________________
 FD1565  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FD1565  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1565
 FD1565  HORZ ORDER  -  FIRST
 FD1565
 FD1565.The horizontal coordinates were established by classical geodetic methods
 FD1565.and adjusted by the National Geodetic Survey in April 1999..
 FD1565
 FD1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1565
 FD1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1565
 FD1565.The geoid height was determined by GEOID03.
 FD1565
 FD1565;                    North         East     Units Scale Factor Converg.
 FD1565;SPC TN       -   128,833.252   481,123.655   MT  0.99996660   -0 46 01.2
 FD1565;SPC TN       -   422,680.43  1,578,486.52   sFT  0.99996660   -0 46 01.2
 FD1565;UTM  16      - 3,927,134.850   471,870.957   MT  0.99960975   -0 10 48.1
 FD1565
 FD1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1565!SPC TN       -   0.99995457  x   0.99996660  =   0.99992118
 FD1565!UTM  16      -   0.99995457  x   0.99960975  =   0.99956434
 FD1565
 FD1565|---------------------------------------------------------------------|
 FD1565| PID    Reference Object                     Distance      Geod. Az  |
 FD1565|                                                           dddmmss.s |
 FD1565| CG7595 SUMMER RM 2                          34.464 METERS 00202     |
 FD1565| CG7593 SUMMER AZ MK                                       1853742.7 |
 FD1565| CG7594 SUMMER RM 1                          39.161 METERS 25954     |
 FD1565| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.22.7 KM 2855842.8 |
 FD1565|---------------------------------------------------------------------|
 FD1565
 FD1565                          SUPERSEDED SURVEY CONTROL
 FD1565
 FD1565  NAD 83(1995)-  35 29 14.46888(N)    087 18 36.38839(W) AD(       ) 1
 FD1565  NAD 83(1986)-  35 29 14.47604(N)    087 18 36.38758(W) AD(       ) 1
 FD1565  NAD 27      -  35 29 14.20400(N)    087 18 36.34700(W) AD(       ) 1
 FD1565  NGVD 29 (07/19/86)  317.3    (m)         1041.     (f) VERT ANG       
 FD1565
 FD1565.Superseded values are not recommended for survey control.
 FD1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1565.See file dsdata.txt to determine how the superseded data were derived.
 FD1565
 FD1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7187127135(NAD 83)
 FD1565_MARKER: DS = TRIANGULATION STATION DISK
 FD1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1565
 FD1565  HISTORY     - Date     Condition        Report By
 FD1565  HISTORY     - 1934     MONUMENTED       CGS
 FD1565  HISTORY     - 1962     GOOD             CGS
 FD1565  HISTORY     - 1962     GOOD             TNHD
 FD1565  HISTORY     - 1973     GOOD             TVA
 FD1565
 FD1565                          STATION DESCRIPTION
 FD1565
 FD1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1565'ABOUT 6.5 MILES AIRLINE SOUTHWEST OF MOUNTPLEASANT, 3.5 MILES AIRLINE
 FD1565'NORTH OF
 FD1565'SUMMERTOWN, 2 MILES SOUTHEAST OF HEAD OF HENRY BRANCH, 0.8
 FD1565'MILE SOUTHWEST OF HEAD OF
 FD1565'WEST FORK, AND ON LAND OWNED BY TENNESSEE
 FD1565'COOPERAGE CO.  TO REACH FROM MONUMENT AT
 FD1565'MOUNTPLEASANT, GO SOUTH 1.1
 FD1565'MILES ON ROUTE 6 TO ROAD LEADING RIGHT JUST BEYOND RAILROAD
 FD1565'TRACK, TURN
 FD1565'RIGHT ONTO THIS ROAD AND FOLLOW MAIN-TRAVELED ROAD, 6.9 MILES,
 FD1565'THROUGH MOUNT JOY TO
 FD1565'WOODS ROAD LEADING LEFT AT BOARD GATE IN FENCE
 FD1565'CORNER AT TOP OF STEEP HILL, TURN LEFT
 FD1565'ONTO THIS ROAD, AND FOLLOW
 FD1565'MAIN-TRAVELED ROAD 3 MILES TO FORK, TURN LEFT, AND GO 1
 FD1565'MILE TO
 FD1565'STATION ON TOP OF RIDGE.  STATION IS 61 FEET NORTH OF 20-INCH
 FD1565'TRIANGLE-BLAZED
 FD1565'OAK TREE AND 38 FEET EAST OF CENTER LINE OF ROAD.
 FD1565'SURFACE AND UNDERGROUND MARKS ARE
 FD1565'STANDARD STATION DISKS IN CONCRETE.
 FD1565'SURFACE MARK PROJECTS 8 INCHES
 FD1565'ABOVE GROUND.
 FD1565'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1565'CONCRETE.
 FD1565'REFERENCE MARK NO 1, PROJECTING 7 INCHES ABOVE GROUND, IS
 FD1565'88 FEET WEST-NORTHWEST
 FD1565'OF BLAZED TREE, 26 FEET WEST-NORTHWEST OF
 FD1565'CENTER LINE OF ROAD, AND 128.48 FEET FROM
 FD1565'STATION S 79 DEG 54 MIN W.
 FD1565'REFERENCE MARK NO 2, PROJECTING 8 INCHES ABOVE
 FD1565'GROUND, IS 28 FEET
 FD1565'EAST OF CENTER LINE OF ROAD, 27.5 FEET NORTHEAST OF 9-INCH OAK
 FD1565'TREE, AND 113.07 FEET
 FD1565'FROM STATION N 02 DEG 02 MIN E.
 FD1565'AZIMUTH MARK, PROJECTING 12 INCHES ABOVE
 FD1565'GROUND, IS 30 YARDS EAST OF
 FD1565'ROAD, 35 FEET NORTH OF 24-INCH OAK TREE (DIRECTLY IN LINE
 FD1565'WITH
 FD1565'STATION AND AZIMUTH MARK), AND ABOUT 0.2 MILE FROM STATION
 FD1565'S 5 DEG 37 MIN W.
 FD1565
 FD1565                          STATION RECOVERY (1962)
 FD1565
 FD1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1565'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD1565'CONDITION.  THE DENSE WOODS
 FD1565'THAT NOW EXIST BETWEEN THE AZIMUTH MARK AND THE STATION
 FD1565'MAKE INTERVISIBILITY
 FD1565'IMPOSSIBLE WITHOUT EXTENSIVE CLEARING.  THE
 FD1565'ORIGINAL DESCRIPTION IS NOW COMPLETELY
 FD1565'INADEQUATE.  FOLLOWING IS A
 FD1565'NEW AND COMPLETE DESCRIPTION.
 FD1565'
 FD1565'THE STATION IS LOCATED ON A LONG NORTH-SOUTH RIDGE, ABOUT 6.5 MILES
 FD1565'SOUTHWEST OF MOUNT
 FD1565'PLEASANT, 3.5 MILES NORTH OF SUMMERTOWN, 2 MILES SOUTHEAST
 FD1565'OF THE HEAD OF HENRY
 FD1565'BRANCH, 0.8 MILE SOUTHWEST OF THE HEAD OF WEST
 FD1565'FORK, AND ON LAND OWNED BY THE
 FD1565'TENNESSEE COOPERAGE COMPANY.
 FD1565'
 FD1565'TO REACH FROM THE POST OFFICE, JUST WEST OF THE RAILROAD IN
 FD1565'SUMMERTOWN, GO WEST ON STATE
 FD1565'ROUTE 20 FOR 1.0 MILE TO A FORK AND BRICK STORE BUILDINGIN
 FD1565'THE ANGLE OF THE Y.  HERE
 FD1565'KEEP RIGHT ON STATE ROUTE 20 TOWARD
 FD1565'HOHENWALD AND GO NORTHWESTERLY FOR 1.55
 FD1565'MILES TO A GRAVELED SIDE ROAD
 FD1565'RIGHT, TURN RIGHT, NORTH, ON THIS GRAVELED ROAD FOR 1.15
 FD1565'MILES TO A T
 FD1565'CROSSROAD AND TWO HOUSES STRAIGHT AHEAD.  HERE TURN RIGHT AND GO
 FD1565'EAST, NORTHEAST
 FD1565'AND EAST ON A GRADED ROAD FOR 0.8 MILE TO A FORK,
 FD1565'KEEP LEFT FORK AND GO NORTH AND
 FD1565'NORTHWESTERLY ON THE MAIN ROAD FOR
 FD1565'1.1 MILES TO A TRIANGLE BLAZED OAK TREE ON THE
 FD1565'RIGHT AND THE AZIMUTH
 FD1565'ABOUT 50 YARDS EAST IN DENSE WOODS.  CONTINUE NORTHERLY ON THE
 FD1565'GRADED ROAD FOR
 FD1565'0.2 MILE TO A TRIANGLE BLAZED OAK TREE ON THE RIGHT AND THE
 FD1565'STATION ABOUT 55 YARDS EAST
 FD1565'IN DENSE WOODS.
 FD1565'
 FD1565'THE STATION IS 173 FEET EAST OF THE APPROXIMATE CENTER OF THE GRADED
 FD1565'ROAD, FEET EAST OF THE
 FD1565'APPROXIMATE CENTER OF AN ABANDONED WOODS ROAD, 22
 FD1565'FEET NORTHEAST OF A TRIANGLE
 FD1565'BLAZED, 10-INCH HICKORY TREE, 14 FEET
 FD1565'NORTHWEST OF A TRIANGLE BLAZED, 6-INCH HICKORY
 FD1565'TREE, AND 1.1 FEET
 FD1565'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FD1565'IN THE TOP OF A
 FD1565'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 FD1565'AND THE DISK IS STAMPED SUMMER 1934.
 FD1565'
 FD1565'REFERENCE MARK NO 1 IS 44 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1565'GRADED ROAD, 16 FEET
 FD1565'EAST OF A TRIANGLE BLAZED, 16-INCH OAK TREE, 8 FEET
 FD1565'WEST OF THE APPROXIMATE CENTER
 FD1565'OF AN ABANDONED WOODS ROAD, AND 1.0
 FD1565'FOOT WEST OF A METAL WITNESS WITNESS POST AND
 FD1565'SIGN.  IT IS A STANDARD
 FD1565'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1565'PROJECTS 8
 FD1565'INCHES AND THE DISK IS STAMPED SUMMER NO 1 1934.
 FD1565'
 FD1565'REFERENCE MARK NO 2 IS 28 FEET EAST OF THE APPROXIMATE CENTER OF AN
 FD1565'ABANDONED WOODS ROAD, 27
 FD1565'FEET NORTHEAST OF A TRAINGLE BLAZED, 12-INCH OAK TREE
 FD1565'AND 1.2 FEET WEST OF A METAL
 FD1565'WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1565'DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1565'CONCRETE MONUMENT THAT
 FD1565'PROJECTS 8 INCHES AND THE DISK IS STAMPED SUMMER NO 2 1934.
 FD1565'
 FD1565'THE AZIMUTH MARK IS IN DENSE WOODS ABOUT 0.2 MILE SOUTH OF THE
 FD1565'STATION, 150 FEET EAST
 FD1565'OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 35 FEET WEST
 FD1565'OF A TRIANGLE BLAZED, 8-INCH
 FD1565'HICKORY TREE, 12 FEET SOUTHEAST OF A
 FD1565'TRIANGLE BLAZED, 10-INCH OAK TREE, AND 1.0 FOOT
 FD1565'WEST OF A METAL POST
 FD1565'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 FD1565'A 10-INCH,
 FD1565'ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND THE DISK
 FD1565'IS STAMPED SUMMER AZIMUTH 1934.
 FD1565'
 FD1565'THIS STATION WILL BE OCCUPIED BY THE TENNESSEE HIGHWAY CONTROL
 FD1565'SURVEYS PARTY.
 FD1565
 FD1565                          STATION RECOVERY (1962)
 FD1565
 FD1565'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD1565'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1565'THE DESCRIPTION IS
 FD1565'COMPLETELY ADEQUATE.  DUE TO DENSE GROWTH OF YOUNG
 FD1565'TIMBER THE MARKS COULD NOT BE
 FD1565'CHECKED AND PERMISSION TO CLEAR WAS NOT
 FD1565'ESTABLISHED.
 FD1565
 FD1565                          STATION RECOVERY (1973)
 FD1565
 FD1565'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (TW)
 FD1565'SUMMER 1934 RECOVERED IN GOOD CONDITION.  DESC. GOOD.  ADD 13.10 FEET
 FD1565'WEST FROM POINTED BLAZED 8 INCH WHITE OAK.
 FD1565'11.10 FEET EAST FROM PAINT BLAZE ON 8 INCH OAK.
 FD1565'STEEL POST AND CONTROL MARKER SIGN.
 FD1565'SET 1 FOOT N. E. 38 FEET EAST OF ABONDED WOOD S RD. AND 173 FEET
 FD1565'EAST OF PRESENT WOODS RD.
 FD1565'
 FD1565'SUMMER AZ. 1934 RECOVERED IN GOOD CONDITION.  144 FEET EAST OF NORTH
 FD1565'AND SOUTH OF WOODS ROAD.  12.4 FEET SOUTH OF PAINTED TRIANGLE BLAZE
 FD1565'ON 15 INCH OAK TREE.  11.3 FEET S.W. OF PAINTED BLAZE AND 6 INCH
 FD1565'OAK, 4.7 FEET N. E. OF PAINTED BLAZE ON A 6 INCH OAK.  STEEL POST
 FD1565'AND CONTROL MARKER SIGN SET 1 FOOT EAST.
 FD1565'
 FD1565'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 AIRLINE MILE
 FD1565'NORTH OF SUMMERTOWN.
 FD1565'
 FD1565'SUMMER RM 1 RECOVERED IN GOOD CONDITION.  45 FEET EAST OF PRESENT
 FD1565'WOODS ROAD.  26.9 FEET S. E. FROM PAINTED BLAZE ON 8 INCH WHITE OAK.
 FD1565'15.1 FEET N. E. FROM PAINTED BLAZE ON 4 INCH HICKORY.  8 FEET N. W.
 FD1565'FROM ABONDED WOODS ROAD.  STEEL POST AND CONTROL MARKER SIGN SET 1
 FD1565'FT. EAST.
 FD1565'
 FD1565'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 AIRLINE MILES
 FD1565'NORTH SUMMERTOWN.
 FD1565'
 FD1565'SUMMER RM 2 RECOVERED IN GOOD CONDITION.  28 EAST OF CENTERLINE OF
 FD1565'ABONDED WOODS ROAD.  5 FEET SOUTH OF PAINTED BLAZE ON 6 INCH
 FD1565'BLACKGUM 6 FEET NORTH OF PAINTED BLAZE ON 6 INCH OAK.  ABOUT 250
 FD1565'EAST OF PRESENT WOODS ROAD.  STEEL POST AND CONTROL MARKER
 FD1565'SIGN SET 2 FEET N.E.
 FD1565'
 FD1565'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 AIRLINE MILES
 FD1565'NORTH OF SUMMERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1459 ***********************************************************************
 FE1459  DESIGNATION -  SUMMER AZ MK
 FE1459  PID         -  FE1459
 FE1459  STATE/COUNTY-  TN/SHELBY
 FE1459  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1459
 FE1459                         *CURRENT SURVEY CONTROL
 FE1459  ___________________________________________________________________
 FE1459* NAD 83(1995)-  35 08 56.85111(N)    089 53 13.30052(W)     ADJUSTED  
 FE1459* NAVD 88     -        78.564  (meters)     257.76   (feet)  ADJUSTED  
 FE1459  ___________________________________________________________________
 FE1459  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1459  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1459  DYNAMIC HT  -          78.492 (meters)     257.52  (feet)  COMP
 FE1459  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FE1459
 FE1459  HORZ ORDER  -  SECOND
 FE1459  VERT ORDER  -  SECOND    CLASS 0
 FE1459
 FE1459.The horizontal coordinates were established by classical geodetic methods
 FE1459.and adjusted by the National Geodetic Survey in April 1999..
 FE1459
 FE1459.The orthometric height was determined by differential leveling
 FE1459.and adjusted by the National Geodetic Survey in June 1991..
 FE1459
 FE1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1459
 FE1459.The geoid height was determined by GEOID03.
 FE1459
 FE1459.The dynamic height is computed by dividing the NAVD 88
 FE1459.geopotential number by the normal gravity value computed on the
 FE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1459.degrees latitude (g = 980.6199 gals.).
 FE1459
 FE1459.The modeled gravity was interpolated from observed gravity values.
 FE1459
 FE1459;                    North         East     Units Scale Factor Converg.
 FE1459;SPC TN       -    97,545.973   245,891.573   MT  1.00001933   -2 16 32.2
 FE1459;SPC TN       -   320,032.08    806,729.27   sFT  1.00001933   -2 16 32.2
 FE1459;UTM  16      - 3,893,397.330   236,994.949   MT  1.00045257   -1 39 46.9
 FE1459
 FE1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1459!SPC TN       -   0.99999196  x   1.00001933  =   1.00001129
 FE1459!UTM  16      -   0.99999196  x   1.00045257  =   1.00044453
 FE1459
 FE1459                          SUPERSEDED SURVEY CONTROL
 FE1459
 FE1459  NAD 83(1995)-  35 08 56.85411(N)    089 53 13.29929(W) AD(       ) 2
 FE1459  NAD 83(1995)-  35 08 56.85648(N)    089 53 13.29998(W) AD(       ) 2
 FE1459  NAD 83(1986)-  35 08 56.86164(N)    089 53 13.30103(W) AD(       ) 2
 FE1459  NAD 27      -  35 08 56.54010(N)    089 53 12.98740(W) AD(       ) 2
 FE1459  NGVD 29 (??/??/??)   78.544  (m)          257.69   (f) ADJUSTED    2 0
 FE1459
 FE1459.Superseded values are not recommended for survey control.
 FE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1459.See file dsdata.txt to determine how the superseded data were derived.
 FE1459
 FE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3699593397(NAD 83)
 FE1459_MARKER: DZ = AZIMUTH MARK DISK
 FE1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1459_STAMPING: SUMMER 1959
 FE1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1459+STABILITY: SURFACE MOTION
 FE1459
 FE1459  HISTORY     - Date     Condition        Report By
 FE1459  HISTORY     - 1959     MONUMENTED       CGS
 FE1459  HISTORY     - 1959     GOOD             CGS
 FE1459  HISTORY     - 19940822 MARK NOT FOUND   TN1620
 FE1459
 FE1459                          STATION DESCRIPTION
 FE1459
 FE1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1459'THE STATION IS LOCATED, AIRLINE, ABOUT 9 MILES EAST OF THE CENTER OF
 FE1459'MEMPHIS, ALONG THE NORTH SIDE OF SUMMER AVENUE, (U S HIGHWAY 79,
 FE1459'70) IN THE EAST CORNER OF THE SUMMER DRIVE IN THEATER.
 FE1459'
 FE1459'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U S HIGHWAY 79, 70
 FE1459'AND WHITE STA. ROAD, JUST EAST OF THE STATION, GO SOUTH ON WHITE
 FE1459'STA. ROAD FOR 0.25 MILE TO THE RAILROAD TRACKS AND THE AZIMUTH MARK
 FE1459'ON THE LEFT.
 FE1459'
 FE1459'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUMMER 1959 SET IN TOP OF
 FE1459'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 FE1459'ABOVE THE GROUND.  IT IS 342 FEET EAST OF THE CENTER OF WHITE STA.
 FE1459'ROAD AND 30 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 FE1459
 FE1459                          STATION RECOVERY (1959)
 FE1459
 FE1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1459'IN MEMPHIS.
 FE1459'THIS MARK IS LOCATED 0.3 MILE SOUTH ALONG WHITE HAVEN ROAD FROM
 FE1459'THE JUNCTION OF U.S. HIGHWAY 70, 0.4 MILE SOUTH FROM STATION
 FE1459'SUMMER 1959, 8 1/2 RAILS EAST OF THE CROSSING OF WHITE HAVEN
 FE1459'ROAD AND A RAIL ROAD, 93 FT. SOUTH OF THE SOUTHWEST PORCH CORNER
 FE1459'OF A FRAME HOUSE, 86 FT. SOUTH OF A LARGE TREE, 27.5 FT. NORTH
 FE1459'OF THE NORTH RAIL OF A RAIL ROAD, 36 FT. WEST OF A TELEPHONE
 FE1459'POLE, 2.6 FT. NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FE1459'CONCRETE POST PROJECTING 3 INCHES.
 FE1459
 FE1459                          STATION RECOVERY (1994)
 FE1459
 FE1459'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FE1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1226 ***********************************************************************
 FE1226  DESIGNATION -  SUMMER RM 1
 FE1226  PID         -  FE1226
 FE1226  STATE/COUNTY-  TN/SHELBY
 FE1226  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1226
 FE1226                         *CURRENT SURVEY CONTROL
 FE1226  ___________________________________________________________________
 FE1226* NAD 83(1986)-  35 09 11.     (N)    089 53 23.     (W)     SCALED    
 FE1226* NAVD 88     -        77.741  (meters)     255.06   (feet)  ADJUSTED  
 FE1226  ___________________________________________________________________
 FE1226  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1226  DYNAMIC HT  -          77.670 (meters)     254.82  (feet)  COMP
 FE1226  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FE1226
 FE1226  VERT ORDER  -  SECOND    CLASS 0
 FE1226
 FE1226.The horizontal coordinates were scaled from a topographic map and have
 FE1226.an estimated accuracy of +/- 6 seconds.
 FE1226
 FE1226.The orthometric height was determined by differential leveling
 FE1226.and adjusted by the National Geodetic Survey in June 1991..
 FE1226
 FE1226.The geoid height was determined by GEOID03.
 FE1226
 FE1226.The dynamic height is computed by dividing the NAVD 88
 FE1226.geopotential number by the normal gravity value computed on the
 FE1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1226.degrees latitude (g = 980.6199 gals.).
 FE1226
 FE1226.The modeled gravity was interpolated from observed gravity values.
 FE1226
 FE1226;                    North         East    Units  Estimated Accuracy
 FE1226;SPC TN       -    97,990.      245,660.      MT  (+/- 180 meters Scaled)
 FE1226
 FE1226                          SUPERSEDED SURVEY CONTROL
 FE1226
 FE1226  NGVD 29 (??/??/??)   77.721  (m)          254.99   (f) ADJUSTED    2 0
 FE1226
 FE1226.Superseded values are not recommended for survey control.
 FE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1226.See file dsdata.txt to determine how the superseded data were derived.
 FE1226
 FE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD367938(NAD 83)
 FE1226_MARKER: DR = REFERENCE MARK DISK
 FE1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1226_STAMPING: SUMMER NO 1 1959
 FE1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1226+STABILITY: SURFACE MOTION
 FE1226
 FE1226  HISTORY     - Date     Condition        Report By
 FE1226  HISTORY     - 1959     MONUMENTED       CGS
 FE1226  HISTORY     - 1959     GOOD             CGS
 FE1226  HISTORY     - 19940822 MARK NOT FOUND   TN1620
 FE1226
 FE1226                          STATION DESCRIPTION
 FE1226
 FE1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1226'IN MEMPHIS.
 FE1226'THE MARK IS LOCATED AT THE SUMMER 1959 STATION SITE, CEMENTED
 FE1226'IN A DRILL HOLE IN THE NORTH END OF THE EAST CONCRETE FOUNDATION
 FE1226'OF A STORE ROOM WITH SUMMER DRIVE IN SIGN ON TOP, 65.8 FEET SOUTH
 FE1226'OF THE STATION MARK.
 FE1226
 FE1226                          STATION RECOVERY (1994)
 FE1226
 FE1226'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FE1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1224 ***********************************************************************
 FE1224  DESIGNATION -  SUMMER RM 2
 FE1224  PID         -  FE1224
 FE1224  STATE/COUNTY-  TN/SHELBY
 FE1224  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1224
 FE1224                         *CURRENT SURVEY CONTROL
 FE1224  ___________________________________________________________________
 FE1224* NAD 83(1986)-  35 09 11.     (N)    089 53 24.     (W)     SCALED    
 FE1224* NAVD 88     -        78.013  (meters)     255.95   (feet)  ADJUSTED  
 FE1224  ___________________________________________________________________
 FE1224  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1224  DYNAMIC HT  -          77.942 (meters)     255.71  (feet)  COMP
 FE1224  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FE1224
 FE1224  VERT ORDER  -  SECOND    CLASS 0
 FE1224
 FE1224.The horizontal coordinates were scaled from a topographic map and have
 FE1224.an estimated accuracy of +/- 6 seconds.
 FE1224
 FE1224.The orthometric height was determined by differential leveling
 FE1224.and adjusted by the National Geodetic Survey in June 1991..
 FE1224
 FE1224.The geoid height was determined by GEOID03.
 FE1224
 FE1224.The dynamic height is computed by dividing the NAVD 88
 FE1224.geopotential number by the normal gravity value computed on the
 FE1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1224.degrees latitude (g = 980.6199 gals.).
 FE1224
 FE1224.The modeled gravity was interpolated from observed gravity values.
 FE1224
 FE1224;                    North         East    Units  Estimated Accuracy
 FE1224;SPC TN       -    97,990.      245,640.      MT  (+/- 180 meters Scaled)
 FE1224
 FE1224                          SUPERSEDED SURVEY CONTROL
 FE1224
 FE1224  NGVD 29 (??/??/??)   77.993  (m)          255.88   (f) ADJUSTED    2 0
 FE1224
 FE1224.Superseded values are not recommended for survey control.
 FE1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1224.See file dsdata.txt to determine how the superseded data were derived.
 FE1224
 FE1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD367938(NAD 83)
 FE1224_MARKER: DR = REFERENCE MARK DISK
 FE1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1224_STAMPING: SUMMER NO 2 1959
 FE1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1224+STABILITY: SURFACE MOTION
 FE1224
 FE1224  HISTORY     - Date     Condition        Report By
 FE1224  HISTORY     - 1959     MONUMENTED       CGS
 FE1224  HISTORY     - 1959     GOOD             CGS
 FE1224
 FE1224                          STATION DESCRIPTION
 FE1224
 FE1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1224'IN MEMPHIS.
 FE1224'THE MARK IS LOCATED AT THE SUMMER 1959 STATION SITE, SET IN THE
 FE1224'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING
 FE1224'SURFACE, 77.8 FEET WEST OF THE STATION MARK, 116 FEET NORTHWEST OF
 FE1224'THE MOST WESTERLY TICKET OFFICE, AND 33 FEET EAST OF A 2 FEET
 FE1224'HIGH POST WITH A LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1233 ***********************************************************************
 FC1233  DESIGNATION -  SUMMIT
 FC1233  PID         -  FC1233
 FC1233  STATE/COUNTY-  TN/HAMILTON
 FC1233  USGS QUAD   -  OOLTEWAH (1976)
 FC1233
 FC1233                         *CURRENT SURVEY CONTROL
 FC1233  ___________________________________________________________________
 FC1233* NAD 83(1995)-  35 04 40.39197(N)    085 05 56.58058(W)     ADJUSTED  
 FC1233* NAVD 88     -       305.829  (meters)    1003.37   (feet)  ADJUSTED  
 FC1233  ___________________________________________________________________
 FC1233  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FC1233  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC1233  DYNAMIC HT  -         305.524 (meters)    1002.37  (feet)  COMP
 FC1233  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 FC1233
 FC1233  HORZ ORDER  -  SECOND
 FC1233  VERT ORDER  -  SECOND    CLASS 0
 FC1233
 FC1233.The horizontal coordinates were established by classical geodetic methods
 FC1233.and adjusted by the National Geodetic Survey in April 1999..
 FC1233
 FC1233.The orthometric height was determined by differential leveling
 FC1233.and adjusted by the National Geodetic Survey in June 1991..
 FC1233
 FC1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1233
 FC1233.The geoid height was determined by GEOID03.
 FC1233
 FC1233.The dynamic height is computed by dividing the NAVD 88
 FC1233.geopotential number by the normal gravity value computed on the
 FC1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1233.degrees latitude (g = 980.6199 gals.).
 FC1233
 FC1233.The modeled gravity was interpolated from observed gravity values.
 FC1233
 FC1233;                    North         East     Units Scale Factor Converg.
 FC1233;SPC TN       -    82,987.576   682,169.754   MT  1.00003483   +0 31 38.8
 FC1233;SPC TN       -   272,268.41  2,238,085.27   sFT  1.00003483   +0 31 38.8
 FC1233;UTM  16      - 3,883,333.070   673,311.175   MT  0.99997019   +1 05 33.8
 FC1233
 FC1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1233!SPC TN       -   0.99995670  x   1.00003483  =   0.99999153
 FC1233!UTM  16      -   0.99995670  x   0.99997019  =   0.99992689
 FC1233
 FC1233|---------------------------------------------------------------------|
 FC1233| PID    Reference Object                     Distance      Geod. Az  |
 FC1233|                                                           dddmmss.s |
 FC1233| FC1232 SUMMIT RM 1                          22.109 METERS 06411     |
 FC1233| FC1235 SUMMIT AZ MK                                       2525756.8 |
 FC1233| FC1234 SUMMIT RM 2                          25.684 METERS 26018     |
 FC1233|---------------------------------------------------------------------|
 FC1233
 FC1233                          SUPERSEDED SURVEY CONTROL
 FC1233
 FC1233  NAD 83(1995)-  35 04 40.39303(N)    085 05 56.58165(W) AD(       ) 2
 FC1233  NAD 83(1995)-  35 04 40.39221(N)    085 05 56.58354(W) AD(       ) 2
 FC1233  NAD 83(1995)-  35 04 40.39270(N)    085 05 56.58184(W) AD(       ) 2
 FC1233  NAD 83(1986)-  35 04 40.39326(N)    085 05 56.58065(W) AD(       ) 2
 FC1233  NAD 27      -  35 04 40.12760(N)    085 05 56.75610(W) AD(       ) 2
 FC1233  NGVD 29 (??/??/92)  305.845  (m)         1003.43   (f) ADJ UNCH    2 0
 FC1233
 FC1233.Superseded values are not recommended for survey control.
 FC1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1233.See file dsdata.txt to determine how the superseded data were derived.
 FC1233
 FC1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7331183333(NAD 83)
 FC1233_MARKER: DE = TRAVERSE STATION DISK
 FC1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1233_STAMPING: SUMMIT 1961
 FC1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1233+STABILITY: SURFACE MOTION
 FC1233
 FC1233  HISTORY     - Date     Condition        Report By
 FC1233  HISTORY     - 1961     MONUMENTED       CGS
 FC1233  HISTORY     - 1962     GOOD             NGS
 FC1233  HISTORY     - 1972     GOOD             LOCENG
 FC1233  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1233
 FC1233                          STATION DESCRIPTION
 FC1233
 FC1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1233'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF CHATTANOOGA, ABOUT
 FC1233'2 MILES SOUTHWEST OF OOLTEWAH ALONG THE NORTHWEST RIGHT-OF-WAY OF
 FC1233'U.S. HIGHWAY 11.
 FC1233'
 FC1233'TO REACH THE STATION FROM THE JUNCTION OF GEORGETOWN-OOLTEWAH ROAD
 FC1233'AND U.S. HIGHWAY 11 IN OOLTEWAH, GO WEST AND THEN SOUTH ON U.S.
 FC1233'HIGHWAY 11 FOR 2.35 MILES TO THE STATION ON THE RIGHT.
 FC1233'
 FC1233'THE STATION IS 13 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE AND 12.5
 FC1233'FEET SOUTHEAST OF A METAL WITNESS POST. THE DISK IS SET IN A
 FC1233'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SUMMIT 1961.
 FC1233'
 FC1233'REFERENCE MARK NO. 1 IS 2 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE AND
 FC1233'ABOUT 3 FEET LOWER THAN THE STATION. THE DISK IS SET IN A SQUARE
 FC1233'CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SUMMIT NO 1 1961.
 FC1233'
 FC1233'REFERENCE MARK NO. 2 IS 2 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE AND
 FC1233'ABOUT 8 FEET LOWER THAN THE STATION. THE DISK IS SET IN A SQUARE
 FC1233'CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED SUMMIT NO 2 1961.
 FC1233'
 FC1233'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF GATE NO. 24B, 2 FEET
 FC1233'SOUTHEAST OF A RIGHT-OF-WAY FENCE AND 1.7 FEET SOUTHEAST OF A METAL
 FC1233'WITNESS POST. THE DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH,
 FC1233'AND THE DISK IS STAMPED SUMMIT 1961.
 FC1233'
 FC1233'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 FC1233'U.S. HIGHWAY 11 FOR 0.35 MILE TO A METAL GATE NO. 24B AND THE
 FC1233'AZIMUTH MARK.
 FC1233'
 FC1233'HEIGHT OF LIGHT ABOVE STATION MARK 26.31 METERS.
 FC1233
 FC1233                          STATION RECOVERY (1962)
 FC1233
 FC1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1233'2.6 MI W FROM OOLTEWAH.
 FC1233'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE AT THE
 FC1233'NORTH EDGE OF OOLTEWAH GO WEST OF U.S. HIGHWAY 11 FOR 2.55 MILES
 FC1233'CROSSING WOLFTEVER CREEK TO THE CREST OF THE HILL AND THE MARK
 FC1233'ON THE RIGHT, 98 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE,
 FC1233'72.6 FEET WEST OF R.M. NO. 1, 84.6 FEET EAST OF R.M. NO. 2, 12.5
 FC1233'FEET SOUTH OF FENCE AND WITNESS POST AND ON THE HIGHEST POINT
 FC1233'OF THE HILL.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 FC1233'FLUSH, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD.
 FC1233
 FC1233                          STATION RECOVERY (1972)
 FC1233
 FC1233'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1233'RECOVERED BY ERVIN AND FINLEY.
 FC1233'
 FC1233'GOOD
 FC1233
 FC1233                          STATION RECOVERY (1983)
 FC1233
 FC1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1233'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2472 ***********************************************************************
 GC2472  DESIGNATION -  SUMMIT
 GC2472  PID         -  GC2472
 GC2472  STATE/COUNTY-  TN/MONTGOMERY
 GC2472  USGS QUAD   -  CLARKSVILLE (1984)
 GC2472
 GC2472                         *CURRENT SURVEY CONTROL
 GC2472  ___________________________________________________________________
 GC2472* NAD 83(1995)-  36 30 55.94425(N)    087 19 35.74722(W)     ADJUSTED  
 GC2472* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 GC2472  ___________________________________________________________________
 GC2472  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GC2472  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2472
 GC2472  HORZ ORDER  -  SECOND
 GC2472
 GC2472.The horizontal coordinates were established by classical geodetic methods
 GC2472.and adjusted by the National Geodetic Survey in April 1999..
 GC2472
 GC2472.The orthometric height was scaled from a topographic map.
 GC2472
 GC2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2472
 GC2472.The geoid height was determined by GEOID03.
 GC2472
 GC2472;                    North         East     Units Scale Factor Converg.
 GC2472;SPC TN       -   242,925.878   481,173.896   MT  1.00001903   -0 46 35.9
 GC2472;SPC TN       -   796,999.32  1,578,651.36   sFT  1.00001903   -0 46 35.9
 GC2472;SPC KY1Z     - 1,021,416.525 1,358,759.932   MT  1.00018415   -0 58 04.7
 GC2472;SPC KY1Z     - 3,351,097.38  4,457,864.88   sFT  1.00018415   -0 58 04.7
 GC2472;SPC KY S     -   521,398.713   358,779.184   MT  1.00004666   -0 57 22.1
 GC2472;SPC KY S     - 1,710,622.28  1,177,094.71   sFT  1.00004666   -0 57 22.1
 GC2472;UTM  16      - 4,041,181.443   470,757.368   MT  0.99961054   -0 11 39.6
 GC2472
 GC2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2472!SPC TN       -   0.99997922  x   1.00001903  =   0.99999825
 GC2472!SPC KY1Z     -   0.99997922  x   1.00018415  =   1.00016337
 GC2472!SPC KY S     -   0.99997922  x   1.00004666  =   1.00002588
 GC2472!UTM  16      -   0.99997922  x   0.99961054  =   0.99958977
 GC2472
 GC2472:                Primary Azimuth Mark                     Grid Az
 GC2472:SPC TN       -  SUMMIT AZ MK                             047 26 01.9
 GC2472:SPC KY1Z     -  SUMMIT AZ MK                             047 37 30.7
 GC2472:SPC KY S     -  SUMMIT AZ MK                             047 36 48.1
 GC2472:UTM  16      -  SUMMIT AZ MK                             046 51 05.6
 GC2472
 GC2472|---------------------------------------------------------------------|
 GC2472| PID    Reference Object                     Distance      Geod. Az  |
 GC2472|                                                           dddmmss.s |
 GC2472| CG7601 SUMMIT AZ MK                                       0463926.0 |
 GC2472| CG7603 SUMMIT RM 2                                        07835     |
 GC2472| GC2456 W 3=PTS 8 W                          16.352 METERS 24201     |
 GC2472| GC2468 CLARKSVILLE                         APPROX. 2.0 KM 2632534.0 |
 GC2472| GC2459 CLARKSVILLE AMER SNUFF CO TANK      APPROX. 2.8 KM 2964944.7 |
 GC2472| GC2460 CLARKSVILLE FIRST PRESB SPIRE       APPROX. 3.2 KM 2975710.4 |
 GC2472| GC2458 CLARKSVILLE AMER SNUFF CO STK       APPROX. 2.3 KM 3055545.1 |
 GC2472| GC2461 CLARKSVILLE GARRETT SNUFF S TK      APPROX. 2.3 KM 3061203.4 |
 GC2472| CG7602 SUMMIT RM 1                          30.258 METERS 34426     |
 GC2472|---------------------------------------------------------------------|
 GC2472
 GC2472                          SUPERSEDED SURVEY CONTROL
 GC2472
 GC2472  NAD 83(1995)-  36 30 55.94532(N)    087 19 35.74808(W) AD(       ) 2
 GC2472  NAD 83(1995)-  36 30 55.94944(N)    087 19 35.75088(W) AD(       ) 2
 GC2472  NAD 83(1986)-  36 30 55.95375(N)    087 19 35.75034(W) AD(       ) 2
 GC2472  NAD 27      -  36 30 55.78000(N)    087 19 35.72200(W) AD(       ) 2
 GC2472
 GC2472.Superseded values are not recommended for survey control.
 GC2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2472.See file dsdata.txt to determine how the superseded data were derived.
 GC2472
 GC2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7075741181(NAD 83)
 GC2472_MARKER: DS = TRIANGULATION STATION DISK
 GC2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2472
 GC2472  HISTORY     - Date     Condition        Report By
 GC2472  HISTORY     - 1934     MONUMENTED       CGS
 GC2472  HISTORY     - 1948     GOOD             USGS
 GC2472  HISTORY     - 1965     MARK NOT FOUND   CGS
 GC2472
 GC2472                          STATION DESCRIPTION
 GC2472
 GC2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2472'ABOUT 1.8 MILES SOUTHEAST OF CLARKSVILLE, ON PROPERTY OF J. H.
 GC2472'UNSELD, IN GRASSY MEADOW, AT WEST EDGE OF APPLE ORCHARD, 105.5 FEET
 GC2472'WEST OF INTERSECTION OF ROUTE 76 AND TENNESSEE CENTRAL RAILROAD, 46.8
 GC2472'FEET NORTH OF 36-INCH OAK, AND 27.5 FEET NORTH OF CENTER LINE OF
 GC2472'HIGHWAY.  TO REACH FROM COURTHOUSE IN CLARKSVILLE, GO SOUTHEAST 2.05
 GC2472'MILES ON STATE ROUTE 76 TO RAILROAD GRADE CROSSING AND STATION
 GC2472'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GC2472'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GC2472'STANDARD REFERENCE DISKS IN CONCRETE.  REFERENCE MARK NO. 1
 GC2472'IS 45.3 FEET EAST OF FENCE CORNER, 2 FEET EAST OF PICKET FENCE, AND
 GC2472'99.27 FEET FROM STATION, N 15 DEG 34 MIN W.  NO. 2 IS IN
 GC2472'APPLE ORCHARD AND ABOUT 12 FEET LOWER THAN AND 198.27 FEET (SLOPE
 GC2472'DISTANCE) FROM STATION, N 18 DEG 35 MIN E.  AZIMUTH MARK IS
 GC2472'ABOUT 50 YARDS NORTH OF ROW OF APPLE TREES, ABOUT 15 FEET SOUTH OF
 GC2472'WALNUT TREE, AND 1,000 FEET FROM STATION, N 46 DEG 39 MIN 24 SEC E.
 GC2472'B. M. W 3 (PRIMARY TRAVERSE STATION NO. 8 W 1925 TENN.
 GC2472'(U.S.G.S.) (SEE DESCRIPTION THEREOF) IS 54.24 FEET FROM
 GC2472'STATION, S 62 DEG 01 MIN W.
 GC2472
 GC2472                          STATION RECOVERY (1948)
 GC2472
 GC2472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GC2472'STATION APPEARS TO BE IN GOOD CONDITION, BUT RECEIVED A REPORT AT
 GC2472'TIME OF VISIT THAT IT HAD BEEN DISTURBED BY A BULLDOZER AND
 GC2472'STRAIGHTENED.
 GC2472'
 GC2472'B.M. W 3 (P.T.S. 8 W 1925) RECOVERED IN GOOD CONDITION.
 GC2472
 GC2472                          STATION RECOVERY (1965)
 GC2472
 GC2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2472'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK
 GC2472'NO. 1 WAS FOUND WITH THE DISK REMOVED AND THE TOP OF THE MONUMENT
 GC2472'BROKEN.  REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.
 GC2472'
 GC2472'THE PROPERTY OWNER REFUSES TO GRANT PERMISSION FOR ANYONE TO WORK
 GC2472'AT THE STATION SITE, THEREFORE, NO WORK WAS DONE TO RESTORE THE
 GC2472'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1235 ***********************************************************************
 FC1235  DESIGNATION -  SUMMIT AZ MK
 FC1235  PID         -  FC1235
 FC1235  STATE/COUNTY-  TN/HAMILTON
 FC1235  USGS QUAD   -  OOLTEWAH (1976)
 FC1235
 FC1235                         *CURRENT SURVEY CONTROL
 FC1235  ___________________________________________________________________
 FC1235* NAD 83(1986)-  35 04 34.     (N)    085 06 19.     (W)     SCALED    
 FC1235* NAVD 88     -       303.318  (meters)     995.14   (feet)  ADJUSTED  
 FC1235  ___________________________________________________________________
 FC1235  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FC1235  DYNAMIC HT  -         303.016 (meters)     994.14  (feet)  COMP
 FC1235  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 FC1235
 FC1235  VERT ORDER  -  FIRST     CLASS II
 FC1235
 FC1235.The horizontal coordinates were scaled from a topographic map and have
 FC1235.an estimated accuracy of +/- 6 seconds.
 FC1235
 FC1235.The orthometric height was determined by differential leveling
 FC1235.and adjusted by the National Geodetic Survey in June 1991..
 FC1235
 FC1235.The geoid height was determined by GEOID03.
 FC1235
 FC1235.The dynamic height is computed by dividing the NAVD 88
 FC1235.geopotential number by the normal gravity value computed on the
 FC1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1235.degrees latitude (g = 980.6199 gals.).
 FC1235
 FC1235.The modeled gravity was interpolated from observed gravity values.
 FC1235
 FC1235;                    North         East    Units  Estimated Accuracy
 FC1235;SPC TN       -    82,790.      681,600.      MT  (+/- 180 meters Scaled)
 FC1235
 FC1235                          SUPERSEDED SURVEY CONTROL
 FC1235
 FC1235  NGVD 29 (??/??/92)  303.334  (m)          995.19   (f) ADJ UNCH    1 2
 FC1235
 FC1235.Superseded values are not recommended for survey control.
 FC1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1235.See file dsdata.txt to determine how the superseded data were derived.
 FC1235
 FC1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD727831(NAD 83)
 FC1235_MARKER: DZ = AZIMUTH MARK DISK
 FC1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1235_STAMPING: SUMMIT 1961
 FC1235_MARK LOGO: CGS   
 FC1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1235+STABILITY: SURFACE MOTION
 FC1235
 FC1235  HISTORY     - Date     Condition        Report By
 FC1235  HISTORY     - 1961     MONUMENTED       CGS
 FC1235  HISTORY     - 1962     GOOD             NGS
 FC1235  HISTORY     - 1983     GOOD             NGS
 FC1235  HISTORY     - 1989     GOOD             USPSQD
 FC1235
 FC1235                          STATION DESCRIPTION
 FC1235
 FC1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1235'3 MI W FROM OOLTEWAH.
 FC1235'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE AT THE
 FC1235'NORTH EDGE OF OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 2.95 MILES
 FC1235'CROSSING WOLFTEVER CREEK TO THE CREST OF THE HILL AND THE MARK
 FC1235'ON THE RIGHT, 105 FEET NORTH OF THE CENTER OF THE WEST BOUND
 FC1235'LANE, 52 FEET WEST OF THE CORNER OF A FENCE SURROUNDING SUMMIT
 FC1235'CEMETERY, 35 FEET WEST OF THE CENTER OF A STEEL GATE ACROSS THE
 FC1235'ROAD LEADING NORTH BY THE CEMETERY, 2.0 FEET SOUTH OF THE FENCE,
 FC1235'AND 1.7 FEET SOUTH OF A WITNESS POST.  A STANDARD AZIMUTH MARK
 FC1235'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT 8 FEET
 FC1235'ABOVE THE LEVEL OF THE ROAD.
 FC1235
 FC1235                          STATION RECOVERY (1983)
 FC1235
 FC1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1235'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE GO WEST ON U.S. HIGHWAY 11
 FC1235'TO GO WEST ON U.S. HIGHWAY 11 AND INTERSTATE HIGHWAY 75.
 FC1235
 FC1235                          STATION RECOVERY (1989)
 FC1235
 FC1235'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1232 ***********************************************************************
 FC1232  DESIGNATION -  SUMMIT RM 1
 FC1232  PID         -  FC1232
 FC1232  STATE/COUNTY-  TN/HAMILTON
 FC1232  USGS QUAD   -  OOLTEWAH (1976)
 FC1232
 FC1232                         *CURRENT SURVEY CONTROL
 FC1232  ___________________________________________________________________
 FC1232* NAD 83(1986)-  35 04 40.     (N)    085 05 56.     (W)     SCALED    
 FC1232* NAVD 88     -       304.889  (meters)    1000.29   (feet)  ADJUSTED  
 FC1232  ___________________________________________________________________
 FC1232  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC1232  DYNAMIC HT  -         304.586 (meters)     999.30  (feet)  COMP
 FC1232  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 FC1232
 FC1232  VERT ORDER  -  SECOND    CLASS 0
 FC1232
 FC1232.The horizontal coordinates were scaled from a topographic map and have
 FC1232.an estimated accuracy of +/- 6 seconds.
 FC1232
 FC1232.The orthometric height was determined by differential leveling
 FC1232.and adjusted by the National Geodetic Survey in June 1991..
 FC1232
 FC1232.The geoid height was determined by GEOID03.
 FC1232
 FC1232.The dynamic height is computed by dividing the NAVD 88
 FC1232.geopotential number by the normal gravity value computed on the
 FC1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1232.degrees latitude (g = 980.6199 gals.).
 FC1232
 FC1232.The modeled gravity was interpolated from observed gravity values.
 FC1232
 FC1232;                    North         East    Units  Estimated Accuracy
 FC1232;SPC TN       -    82,980.      682,190.      MT  (+/- 180 meters Scaled)
 FC1232
 FC1232                          SUPERSEDED SURVEY CONTROL
 FC1232
 FC1232  NGVD 29 (??/??/92)  304.906  (m)         1000.35   (f) ADJ UNCH    2 0
 FC1232
 FC1232.Superseded values are not recommended for survey control.
 FC1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1232.See file dsdata.txt to determine how the superseded data were derived.
 FC1232
 FC1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD733833(NAD 83)
 FC1232_MARKER: DR = REFERENCE MARK DISK
 FC1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1232_STAMPING: SUMMIT NO 1 1961
 FC1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1232+STABILITY: SURFACE MOTION
 FC1232
 FC1232  HISTORY     - Date     Condition        Report By
 FC1232  HISTORY     - 1961     MONUMENTED       CGS
 FC1232  HISTORY     - 1962     GOOD             NGS
 FC1232  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1232
 FC1232                          STATION DESCRIPTION
 FC1232
 FC1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1232'2.6 MI W FROM OOLTEWAH.
 FC1232'THIS MARK IS LOCATED AT THE SUMMIT 1961 STATION SITE, 164 FEET
 FC1232'EAST OF R.M. 2, 110 FEET NORTH OF THE CENTER OF THE WEST BOUND
 FC1232'LANE, 72.6 FEET EAST OF THE STATION MARK, AND 2.0 FEET SOUTH OF
 FC1232'A FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC1232'PROJECTING 2 INCHES AND ABOUT 18 FEET ABOVE THE ROAD.
 FC1232
 FC1232                          STATION RECOVERY (1983)
 FC1232
 FC1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1232'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1234 ***********************************************************************
 FC1234  DESIGNATION -  SUMMIT RM 2
 FC1234  PID         -  FC1234
 FC1234  STATE/COUNTY-  TN/HAMILTON
 FC1234  USGS QUAD   -  OOLTEWAH (1976)
 FC1234
 FC1234                         *CURRENT SURVEY CONTROL
 FC1234  ___________________________________________________________________
 FC1234* NAD 83(1986)-  35 04 40.     (N)    085 05 56.     (W)     SCALED    
 FC1234* NAVD 88     -       303.380  (meters)     995.34   (feet)  ADJUSTED  
 FC1234  ___________________________________________________________________
 FC1234  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC1234  DYNAMIC HT  -         303.077 (meters)     994.35  (feet)  COMP
 FC1234  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 FC1234
 FC1234  VERT ORDER  -  SECOND    CLASS 0
 FC1234
 FC1234.The horizontal coordinates were scaled from a topographic map and have
 FC1234.an estimated accuracy of +/- 6 seconds.
 FC1234
 FC1234.The orthometric height was determined by differential leveling
 FC1234.and adjusted by the National Geodetic Survey in June 1991..
 FC1234
 FC1234.The geoid height was determined by GEOID03.
 FC1234
 FC1234.The dynamic height is computed by dividing the NAVD 88
 FC1234.geopotential number by the normal gravity value computed on the
 FC1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1234.degrees latitude (g = 980.6199 gals.).
 FC1234
 FC1234.The modeled gravity was interpolated from observed gravity values.
 FC1234
 FC1234;                    North         East    Units  Estimated Accuracy
 FC1234;SPC TN       -    82,980.      682,190.      MT  (+/- 180 meters Scaled)
 FC1234
 FC1234                          SUPERSEDED SURVEY CONTROL
 FC1234
 FC1234  NGVD 29 (??/??/92)  303.396  (m)          995.39   (f) ADJ UNCH    2 0
 FC1234
 FC1234.Superseded values are not recommended for survey control.
 FC1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1234.See file dsdata.txt to determine how the superseded data were derived.
 FC1234
 FC1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD733833(NAD 83)
 FC1234_MARKER: DR = REFERENCE MARK DISK
 FC1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1234_STAMPING: SUMMIT NO 2 1961
 FC1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1234+STABILITY: SURFACE MOTION
 FC1234
 FC1234  HISTORY     - Date     Condition        Report By
 FC1234  HISTORY     - 1961     MONUMENTED       CGS
 FC1234  HISTORY     - 1962     GOOD             NGS
 FC1234  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1234
 FC1234                          STATION DESCRIPTION
 FC1234
 FC1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1234'2.6 MI W FROM OOLTEWAH.
 FC1234'THIS MARK IS LOCATED AT THE SUMMIT 1961 STATION SITE, 164 FEET
 FC1234'WEST OF R.M. NO. 1, 110 FEET NORTH OF THE CENTER OF THE WEST
 FC1234'BOUND LANE, 84.6 FEET WEST OF THE STATION MARK, 2.0 FEET SOUTH
 FC1234'OF THE FENCE, AND ABOUT 9 FEET ABOVE THE LEVEL OF THE ROAD.
 FC1234'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FC1234'INCHES.
 FC1234
 FC1234                          STATION RECOVERY (1983)
 FC1234
 FC1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1234'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1919 ***********************************************************************
 FC1919  DESIGNATION -  SUMMITVILLE WHITE CHURCH SPIRE
 FC1919  PID         -  FC1919
 FC1919  STATE/COUNTY-  TN/COFFEE
 FC1919  USGS QUAD   -  MORRISON (1983)
 FC1919
 FC1919                         *CURRENT SURVEY CONTROL
 FC1919  ___________________________________________________________________
 FC1919* NAD 83(1995)-  35 33 34.62699(N)    085 59 33.22002(W)     ADJUSTED  
 FC1919* NAVD 88     -                                                        
 FC1919  ___________________________________________________________________
 FC1919  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FC1919  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1919
 FC1919  HORZ ORDER  -  THIRD
 FC1919
 FC1919.The horizontal coordinates were established by classical geodetic methods
 FC1919.and adjusted by the National Geodetic Survey in April 1999..
 FC1919
 FC1919
 FC1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1919
 FC1919.The geoid height was determined by GEOID03.
 FC1919
 FC1919;                    North         East     Units Scale Factor Converg.
 FC1919;SPC TN       -   136,055.364   600,674.399   MT  0.99995981   +0 00 15.7
 FC1919;SPC TN       -   446,374.97  1,970,712.59   sFT  0.99995981   +0 00 15.7
 FC1919;UTM  16      - 3,935,572.343   591,301.729   MT  0.99970272   +0 35 09.3
 FC1919
 FC1919                          SUPERSEDED SURVEY CONTROL
 FC1919
 FC1919  NAD 83(1995)-  35 33 34.63400(N)    085 59 33.22251(W) AD(       ) 4
 FC1919  NAD 83(1986)-  35 33 34.63794(N)    085 59 33.21910(W) AD(       ) 4
 FC1919  NAD 27      -  35 33 34.37000(N)    085 59 33.26000(W) AD(       ) 3
 FC1919
 FC1919.Superseded values are not recommended for survey control.
 FC1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1919.See file dsdata.txt to determine how the superseded data were derived.
 FC1919
 FC1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9130235572(NAD 83)
 FC1919_MARKER: 90 = CHURCH SPIRE
 FC1919
 FC1919  HISTORY     - Date     Condition        Report By
 FC1919  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1919
 FC1919                          STATION DESCRIPTION
 FC1919
 FC1919'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1475 ***********************************************************************
 FD1475  DESIGNATION -  SUMNER
 FD1475  PID         -  FD1475
 FD1475  STATE/COUNTY-  TN/WILLIAMSON
 FD1475  USGS QUAD   -  SMYRNA (1998)
 FD1475
 FD1475                         *CURRENT SURVEY CONTROL
 FD1475  ___________________________________________________________________
 FD1475* NAD 83(1995)-  35 52 48.71454(N)    086 37 23.04290(W)     ADJUSTED  
 FD1475* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 FD1475  ___________________________________________________________________
 FD1475  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FD1475  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD1475
 FD1475  HORZ ORDER  -  SECOND
 FD1475
 FD1475.The horizontal coordinates were established by classical geodetic methods
 FD1475.and adjusted by the National Geodetic Survey in April 1999..
 FD1475
 FD1475.The orthometric height was scaled from a topographic map.
 FD1475
 FD1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1475
 FD1475.The geoid height was determined by GEOID03.
 FD1475
 FD1475;                    North         East     Units Scale Factor Converg.
 FD1475;SPC TN       -   171,802.267   543,740.359   MT  0.99994872   -0 21 53.2
 FD1475;SPC TN       -   563,654.60  1,783,921.49   sFT  0.99994872   -0 21 53.2
 FD1475;UTM  16      - 3,970,726.440   534,023.418   MT  0.99961426   +0 13 15.3
 FD1475
 FD1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1475!SPC TN       -   0.99994658  x   0.99994872  =   0.99989531
 FD1475!UTM  16      -   0.99994658  x   0.99961426  =   0.99956087
 FD1475
 FD1475|---------------------------------------------------------------------|
 FD1475| PID    Reference Object                     Distance      Geod. Az  |
 FD1475|                                                           dddmmss.s |
 FD1475| CG7605 SUMNER RM 1                          22.994 METERS 14704     |
 FD1475| CG7604 SUMNER AZ MK                                       1953220.5 |
 FD1475| CG7606 SUMNER RM 2                          32.778 METERS 33749     |
 FD1475|---------------------------------------------------------------------|
 FD1475
 FD1475                          SUPERSEDED SURVEY CONTROL
 FD1475
 FD1475  NAD 83(1995)-  35 52 48.71994(N)    086 37 23.04627(W) AD(       ) 2
 FD1475  NAD 83(1986)-  35 52 48.72497(N)    086 37 23.04442(W) AD(       ) 2
 FD1475  NAD 27      -  35 52 48.49700(N)    086 37 23.05800(W) AD(       ) 2
 FD1475
 FD1475.Superseded values are not recommended for survey control.
 FD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1475.See file dsdata.txt to determine how the superseded data were derived.
 FD1475
 FD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3402370726(NAD 83)
 FD1475_MARKER: DS = TRIANGULATION STATION DISK
 FD1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1475
 FD1475  HISTORY     - Date     Condition        Report By
 FD1475  HISTORY     - 1934     MONUMENTED       CGS
 FD1475
 FD1475                          STATION DESCRIPTION
 FD1475
 FD1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1475'ABOUT 13 MILES NORTHWEST OF MURFREESBORO, ON SUMMIT OF SMALL KNOB
 FD1475'LOCALLY KNOWN AS
 FD1475'SUMNER KNOB, ON WILLIAMSON-RUTHERFORD COUNTY LINE,
 FD1475'AND ON PROPERTY OF H H JOHNSON.  TO
 FD1475'REACH FROM JUNCTION OF STATE
 FD1475'ROUTES 96 AND 11 AT TRIUNE, FOLLOW ROUTE 11 NORTH 0.75
 FD1475'MILE, TURN
 FD1475'EAST ONTO GRAVEL ROAD AT TOP OF GRADE, GO 1.85 MILES TO HOME OF H H
 FD1475'JOHNSON, TURN
 FD1475'RIGHT THROUGH HIS BARNYARD, CONTINUE 0.7 MILE ON FARM
 FD1475'ROAD TO END OF ROAD AT FIELD AT
 FD1475'BASE OF KNOB, AND GO NORTH ACROSS
 FD1475'FIELD UP KNOB 0.4 MILE TO SUMMIT AND STATION SITE.
 FD1475'STATION IS IN
 FD1475'APPROXIMATE CENTER OF SUMMIT, ABOUT 4 FEET SOUTH OF HIGHEST PART,
 FD1475'ABOUT 30 FEET
 FD1475'SOUTHWEST OF SOUTHWEST EDGE OF SMALL CEMETERY, AND IN
 FD1475'THICKET OF SMALL TREES.  SURFACE
 FD1475'AND UNDERGROUND MARKS ARE STANDARD
 FD1475'DISK STATION MARKS IN CONCRETE.
 FD1475'REFERENCE MARKS ARE
 FD1475'STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS ON FENCE
 FD1475'LINE, AT
 FD1475'SOUTHEAST EDGE OF SUMMIT, AND 75.44 FEET FROM STATION
 FD1475'S 32 DEG 56 MIN E.  NO
 FD1475'2 IS AT EDGE OF GRAVEYARD, ON NORTHWEST
 FD1475'SLOPE OF SUMMIT, AND 107.54 FEET FROM STATION
 FD1475'N 22 DEG 11 MIN W.
 FD1475'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE.
 FD1475'IN EAST EDGE
 FD1475'OF CULTIVATED FIELD, AT END OF FARM ROAD TO BASE OF
 FD1475'KNOB, AND 0.5 MILE FROM STATION
 FD1475'S 15 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0820 ***********************************************************************
 FE0820  DESIGNATION -  SUN N
 FE0820  PID         -  FE0820
 FE0820  STATE/COUNTY-  TN/HAYWOOD
 FE0820  USGS QUAD   -  SUNNYHILL (1983)
 FE0820
 FE0820                         *CURRENT SURVEY CONTROL
 FE0820  ___________________________________________________________________
 FE0820* NAD 83(1995)-  35 32 32.96787(N)    089 14 49.99596(W)     ADJUSTED  
 FE0820* NAVD 88     -       116.300  (meters)     381.56   (feet)  ADJUSTED  
 FE0820  ___________________________________________________________________
 FE0820  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FE0820  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0820  DYNAMIC HT  -         116.198 (meters)     381.23  (feet)  COMP
 FE0820  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FE0820
 FE0820  HORZ ORDER  -  THIRD
 FE0820  VERT ORDER  -  SECOND    CLASS 0
 FE0820
 FE0820.The horizontal coordinates were established by classical geodetic methods
 FE0820.and adjusted by the National Geodetic Survey in April 1999..
 FE0820
 FE0820.The orthometric height was determined by differential leveling
 FE0820.and adjusted by the National Geodetic Survey in June 1991..
 FE0820
 FE0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0820
 FE0820.The geoid height was determined by GEOID03.
 FE0820
 FE0820.The dynamic height is computed by dividing the NAVD 88
 FE0820.geopotential number by the normal gravity value computed on the
 FE0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0820.degrees latitude (g = 980.6199 gals.).
 FE0820
 FE0820.The modeled gravity was interpolated from observed gravity values.
 FE0820
 FE0820;                    North         East     Units Scale Factor Converg.
 FE0820;SPC TN       -   139,039.552   305,602.269   MT  0.99996128   -1 54 03.8
 FE0820;SPC TN       -   456,165.60  1,002,630.11   sFT  0.99996128   -1 54 03.8
 FE0820;UTM  16      - 3,935,529.001   296,282.863   MT  1.00011144   -1 18 24.4
 FE0820
 FE0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0820!SPC TN       -   0.99998612  x   0.99996128  =   0.99994740
 FE0820!UTM  16      -   0.99998612  x   1.00011144  =   1.00009756
 FE0820
 FE0820|---------------------------------------------------------------------|
 FE0820| PID    Reference Object                     Distance      Geod. Az  |
 FE0820|                                                           dddmmss.s |
 FE0820| FE0821 SUN N RM 1                           10.771 METERS 01120     |
 FE0820| CG4352 SUN N AZ MK                                        0121811.3 |
 FE0820| FE0819 SUN N RM 2                           11.834 METERS 19148     |
 FE0820|---------------------------------------------------------------------|
 FE0820
 FE0820                          SUPERSEDED SURVEY CONTROL
 FE0820
 FE0820  NAD 83(1995)-  35 32 32.97383(N)    089 14 49.99812(W) AD(       ) 3
 FE0820  NAD 83(1986)-  35 32 32.97963(N)    089 14 49.99670(W) AD(       ) 3
 FE0820  NAD 27      -  35 32 32.69590(N)    089 14 49.75300(W) AD(       ) 3
 FE0820  NGVD 29 (??/??/??)  116.308  (m)          381.59   (f) ADJUSTED    2 0
 FE0820
 FE0820.Superseded values are not recommended for survey control.
 FE0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0820.See file dsdata.txt to determine how the superseded data were derived.
 FE0820
 FE0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9628335529(NAD 83)
 FE0820_MARKER: DS = TRIANGULATION STATION DISK
 FE0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0820_SP_SET: CULVERT
 FE0820_STAMPING: SUN-N 1959
 FE0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0820+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0820
 FE0820  HISTORY     - Date     Condition        Report By
 FE0820  HISTORY     - 1959     MONUMENTED       CGS
 FE0820  HISTORY     - 1959     GOOD             CGS
 FE0820  HISTORY     - 20020905 GOOD             USACE
 FE0820
 FE0820                          STATION DESCRIPTION
 FE0820
 FE0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0820'THE STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 FE0820'BROWNSVILLE AND ABOUT 1/2 MILE NORTH OF SUNNY HILL, ALONG THE
 FE0820'EAST SIDE OF STATE HIGHWAY 76.
 FE0820'
 FE0820'THE STATION IS A STANDARD DISK STAMPED SUN-N 1959 SET IN TOP OF A
 FE0820'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE0820'GROUND.  IT IS 93 FEET NORTH OF A STATE HIGHWAY RIGHT OF WAY MARKER,
 FE0820'36 FEET EAST OF THE CENTER OF THE HIGHWAY AND 27 FEET EAST-NORTHEAST
 FE0820'OF THE NORTHEAST CORNER OF A CONCRETE CULVERT.
 FE0820'
 FE0820'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SUN-N NO 1 1959
 FE0820'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0820'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE0820'IT IS 41 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 FE0820'CONCRETE CULVERT AND 36 FEET EAST OF THE CENTER OF THE HIGHWAY.
 FE0820'
 FE0820'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SUN-N NO 2 1959
 FE0820'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0820'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE0820'IT IS 36 FEET EAST OF THE CENTER OF THE HIGHWAY AND 21 FEET EAST
 FE0820'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT.
 FE0820'
 FE0820'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUN-N 1959 SET IN TOP OF
 FE0820'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 FE0820'ABOVE THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF THE HIGHWAY
 FE0820'AND 6 FEET NORTH-NORTHWEST OF A STATE HIGHWAY RIGHT OF WAY MARKER.
 FE0820'
 FE0820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FE0820'76 FOR 0.6 MILE TO A STATE HIGHWAY RIGHT OF WAY MARKER ON THE
 FE0820'RIGHT, EAST SIDE AND THE AZIMUTH MARK.
 FE0820'
 FE0820'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SUNNY HILL, WHICH
 FE0820'IS ABOUT 4 MILES SOUTH OF BROWNSVILLE, GO NORTH ON STATE HIGHWAY
 FE0820'76 FOR 0.5 MILE TO A CONCRETE CULVERT AND THE STATION ON THE RIGHT,
 FE0820'EAST SIDE.
 FE0820'
 FE0820'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 FE0820
 FE0820                          STATION RECOVERY (1959)
 FE0820
 FE0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0820'3.8 MI S FROM BROWNSVILLE.
 FE0820'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0820'THENCE 3.25 MILES SOUTH-SOUTHWEST ON HIGHWAY 76.  THE MARK IS A
 FE0820'C AND GS STATION DISK SET IN THE TOP OF A 10-INCH SQUARE
 FE0820'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0820'IT IS 93 FEET NORTH OF A STATE HIGHWAY RIGHT OF WAY MARKER,
 FE0820'36 FEET EAST OF THE CENTER OF THE HIGHWAY AND 27 FEET EAST-NORTHEAST
 FE0820'OF THE NORTHEAST CORNER OF A CONCRETE CULVERT.
 FE0820
 FE0820                          STATION RECOVERY (2002)
 FE0820
 FE0820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0820'RM 1 AND RM 2 SEARCHED FOR BUT NOT FOUND.
 FE0820'MARK IS ON PROPERTY ADJACENT TO NW CORNER OF DAYS INN PROPERTY.
 FE0820'SET ORANGE CARSONITE WITNESS POST 12.5 FT S OF MARK AT POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0821 ***********************************************************************
 FE0821  DESIGNATION -  SUN N RM 1
 FE0821  PID         -  FE0821
 FE0821  STATE/COUNTY-  TN/HAYWOOD
 FE0821  USGS QUAD   -  SUNNYHILL (1983)
 FE0821
 FE0821                         *CURRENT SURVEY CONTROL
 FE0821  ___________________________________________________________________
 FE0821* NAD 83(1986)-  35 32 32.     (N)    089 14 50.     (W)     SCALED    
 FE0821* NAVD 88     -       116.231  (meters)     381.33   (feet)  ADJUSTED  
 FE0821  ___________________________________________________________________
 FE0821  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0821  DYNAMIC HT  -         116.129 (meters)     381.00  (feet)  COMP
 FE0821  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FE0821
 FE0821  VERT ORDER  -  SECOND    CLASS 0
 FE0821
 FE0821.The horizontal coordinates were scaled from a topographic map and have
 FE0821.an estimated accuracy of +/- 6 seconds.
 FE0821
 FE0821.The orthometric height was determined by differential leveling
 FE0821.and adjusted by the National Geodetic Survey in June 1991..
 FE0821
 FE0821.The geoid height was determined by GEOID03.
 FE0821
 FE0821.The dynamic height is computed by dividing the NAVD 88
 FE0821.geopotential number by the normal gravity value computed on the
 FE0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0821.degrees latitude (g = 980.6199 gals.).
 FE0821
 FE0821.The modeled gravity was interpolated from observed gravity values.
 FE0821
 FE0821;                    North         East    Units  Estimated Accuracy
 FE0821;SPC TN       -   139,010.      305,600.      MT  (+/- 180 meters Scaled)
 FE0821
 FE0821                          SUPERSEDED SURVEY CONTROL
 FE0821
 FE0821  NGVD 29 (??/??/??)  116.239  (m)          381.36   (f) ADJUSTED    2 0
 FE0821
 FE0821.Superseded values are not recommended for survey control.
 FE0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0821.See file dsdata.txt to determine how the superseded data were derived.
 FE0821
 FE0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE962354(NAD 83)
 FE0821_MARKER: DR = REFERENCE MARK DISK
 FE0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0821_SP_SET: CULVERT
 FE0821_STAMPING: SUN-N NO 1 1959
 FE0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0821
 FE0821  HISTORY     - Date     Condition        Report By
 FE0821  HISTORY     - 1959     MONUMENTED       CGS
 FE0821  HISTORY     - 1959     GOOD             CGS
 FE0821  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0821
 FE0821                          STATION DESCRIPTION
 FE0821
 FE0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0821'3.8 MI S FROM BROWNSVILLE.
 FE0821'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0821'THENCE 3.25 MILES SOUTH-SOUTHWEST ON HIGHWAY 76.  THE MARK IS A
 FE0821'C AND GS REFERENCE DISK SET IN TOP OF A 10-INCH SQUARE CONCRETE
 FE0821'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 FE0821'41 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 FE0821'CULVERT AND 36 FEET EAST OF THE CENTER OF THE HIGHWAY.
 FE0821
 FE0821                          STATION RECOVERY (2002)
 FE0821
 FE0821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0819 ***********************************************************************
 FE0819  DESIGNATION -  SUN N RM 2
 FE0819  PID         -  FE0819
 FE0819  STATE/COUNTY-  TN/HAYWOOD
 FE0819  USGS QUAD   -  SUNNYHILL (1983)
 FE0819
 FE0819                         *CURRENT SURVEY CONTROL
 FE0819  ___________________________________________________________________
 FE0819* NAD 83(1986)-  35 32 32.     (N)    089 14 50.     (W)     SCALED    
 FE0819* NAVD 88     -       116.474  (meters)     382.13   (feet)  ADJUSTED  
 FE0819  ___________________________________________________________________
 FE0819  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0819  DYNAMIC HT  -         116.372 (meters)     381.80  (feet)  COMP
 FE0819  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FE0819
 FE0819  VERT ORDER  -  SECOND    CLASS 0
 FE0819
 FE0819.The horizontal coordinates were scaled from a topographic map and have
 FE0819.an estimated accuracy of +/- 6 seconds.
 FE0819
 FE0819.The orthometric height was determined by differential leveling
 FE0819.and adjusted by the National Geodetic Survey in June 1991..
 FE0819
 FE0819.The geoid height was determined by GEOID03.
 FE0819
 FE0819.The dynamic height is computed by dividing the NAVD 88
 FE0819.geopotential number by the normal gravity value computed on the
 FE0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0819.degrees latitude (g = 980.6199 gals.).
 FE0819
 FE0819.The modeled gravity was interpolated from observed gravity values.
 FE0819
 FE0819;                    North         East    Units  Estimated Accuracy
 FE0819;SPC TN       -   139,010.      305,600.      MT  (+/- 180 meters Scaled)
 FE0819
 FE0819                          SUPERSEDED SURVEY CONTROL
 FE0819
 FE0819  NGVD 29 (??/??/??)  116.482  (m)          382.16   (f) ADJUSTED    2 0
 FE0819
 FE0819.Superseded values are not recommended for survey control.
 FE0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0819.See file dsdata.txt to determine how the superseded data were derived.
 FE0819
 FE0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE962354(NAD 83)
 FE0819_MARKER: DR = REFERENCE MARK DISK
 FE0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0819_SP_SET: CULVERT
 FE0819_STAMPING: SUN-N NO 2 1959
 FE0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0819
 FE0819  HISTORY     - Date     Condition        Report By
 FE0819  HISTORY     - 1959     MONUMENTED       CGS
 FE0819  HISTORY     - 1959     GOOD             CGS
 FE0819  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0819
 FE0819                          STATION DESCRIPTION
 FE0819
 FE0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0819'3.8 MI S FROM BROWNSVILLE.
 FE0819'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0819'THENCE 3.25 MILE SOUTH-SOUTHWEST ON HIGHWAY 76.  THE MARK IS
 FE0819'A C AND GS REFERENCE DISK SET IN TOP OF A 10-INCH SQUARE CONCRETE
 FE0819'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 FE0819'IS 36 FEET EAST OF THE CENTER OF THE HIGHWAY AND 21 FEET EAST
 FE0819'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT.
 FE0819
 FE0819                          STATION RECOVERY (2002)
 FE0819
 FE0819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0815 ***********************************************************************
 FE0815  DESIGNATION -  SUN S
 FE0815  PID         -  FE0815
 FE0815  STATE/COUNTY-  TN/HAYWOOD
 FE0815  USGS QUAD   -  SUNNYHILL (1983)
 FE0815
 FE0815                         *CURRENT SURVEY CONTROL
 FE0815  ___________________________________________________________________
 FE0815* NAD 83(1995)-  35 32 05.27844(N)    089 14 59.18493(W)     ADJUSTED  
 FE0815* NAVD 88     -       125.849  (meters)     412.89   (feet)  ADJUSTED  
 FE0815  ___________________________________________________________________
 FE0815  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 FE0815  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0815  DYNAMIC HT  -         125.739 (meters)     412.53  (feet)  COMP
 FE0815  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FE0815
 FE0815  HORZ ORDER  -  THIRD
 FE0815  VERT ORDER  -  SECOND    CLASS 0
 FE0815
 FE0815.The horizontal coordinates were established by classical geodetic methods
 FE0815.and adjusted by the National Geodetic Survey in April 1999..
 FE0815
 FE0815.The orthometric height was determined by differential leveling
 FE0815.and adjusted by the National Geodetic Survey in June 1991..
 FE0815
 FE0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0815
 FE0815.The geoid height was determined by GEOID03.
 FE0815
 FE0815.The dynamic height is computed by dividing the NAVD 88
 FE0815.geopotential number by the normal gravity value computed on the
 FE0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0815.degrees latitude (g = 980.6199 gals.).
 FE0815
 FE0815.The modeled gravity was interpolated from observed gravity values.
 FE0815
 FE0815;                    North         East     Units Scale Factor Converg.
 FE0815;SPC TN       -   138,194.360   305,342.611   MT  0.99996196   -1 54 09.2
 FE0815;SPC TN       -   453,392.66  1,001,778.22   sFT  0.99996196   -1 54 09.2
 FE0815;UTM  16      - 3,934,681.033   296,031.950   MT  1.00011270   -1 18 28.8
 FE0815
 FE0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0815!SPC TN       -   0.99998462  x   0.99996196  =   0.99994658
 FE0815!UTM  16      -   0.99998462  x   1.00011270  =   1.00009732
 FE0815
 FE0815|---------------------------------------------------------------------|
 FE0815| PID    Reference Object                     Distance      Geod. Az  |
 FE0815|                                                           dddmmss.s |
 FE0815| FE0816 SUN S RM 1                           13.500 METERS 00557     |
 FE0815| FE0812 SUN S AZ MK                                        1915147.7 |
 FE0815| FE0814 SUN S RM 2                           23.679 METERS 27942     |
 FE0815|---------------------------------------------------------------------|
 FE0815
 FE0815                          SUPERSEDED SURVEY CONTROL
 FE0815
 FE0815  NAD 83(1995)-  35 32 05.28432(N)    089 14 59.18708(W) AD(       ) 3
 FE0815  NAD 83(1986)-  35 32 05.29014(N)    089 14 59.18568(W) AD(       ) 3
 FE0815  NAD 27      -  35 32 05.00510(N)    089 14 58.94160(W) AD(       ) 3
 FE0815  NGVD 29 (??/??/??)  125.858  (m)          412.92   (f) ADJUSTED    2 0
 FE0815
 FE0815.Superseded values are not recommended for survey control.
 FE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0815.See file dsdata.txt to determine how the superseded data were derived.
 FE0815
 FE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9603234681(NAD 83)
 FE0815_MARKER: DS = TRIANGULATION STATION DISK
 FE0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0815_STAMPING: SUN S-1959
 FE0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0815+STABILITY: SURFACE MOTION
 FE0815
 FE0815  HISTORY     - Date     Condition        Report By
 FE0815  HISTORY     - 1959     MONUMENTED       CGS
 FE0815  HISTORY     - 1959     GOOD             CGS
 FE0815  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0815
 FE0815                          STATION DESCRIPTION
 FE0815
 FE0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0815'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF BROWNSVILLE
 FE0815'ON THE WEST SIDE OF STATE HIGHWAY 76 IN THE COMMUNITY OF
 FE0815'SUNNY HILL.
 FE0815'
 FE0815'THE STATION IS A STANDARD DISC STAMPED SUN-S 1959 SET IN THE TOP OF A
 FE0815'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 48
 FE0815'FEET WEST OF THE CENTER OF STATE HIGHWAY 76, 19 FEET SOUTHWEST OF A
 FE0815'POWER LINE POLE AND 10 FEET NORTHEAST OF A WITNESS POST.
 FE0815'
 FE0815'REFERENCE MARK NO. 1 IS A STANDARD DISC STAMPED SUN-S NO 1 1959 SET
 FE0815'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FE0815'GROUND.  IT IS 53 FEET WEST OF THE CENTER OF STATE HIGHWAY 76 AND 2
 FE0815'FEET WEST OF A FENCE POST.
 FE0815'
 FE0815'REFERENCE MARK NO. 2 IS A STANDARD DISC STAMPED SUN-S NO 2 1959 SET
 FE0815'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FE0815'IT IS 36 FEET WEST OF THE NORTH WEST CORNER OF AN OLD HOUSE AND 29
 FE0815'FEET NORTHWEST OF A 24-INCH WALNUT TREE.
 FE0815'
 FE0815'THE AZIMUTH MARK IS A STANDARD DISC STAMPED SUN-S 1959 SET IN THE TOP
 FE0815'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 54
 FE0815'FEET SOUTH-SOUTHWEST OF A DRIVEWAY, 22 FEET WEST OF THE CENTER OF
 FE0815'STATE HIGHWAY 76, 2 FEET NORTHWEST OF A POWER LINE POLE AND 18
 FE0815'INCHES NORTH OF A WITNESS POST.
 FE0815'
 FE0815'TO REACH FROM BROWNSVILLE, AT THE JUNCTION OF U.S. HIGHWAY 70 AND
 FE0815'STATE HIGHWAY 76 IN THE EAST EDGE OF BROWNSVILLE GO SOUTH ON STATE
 FE0815'HIGHWAY 76 FOR 4.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0815'
 FE0815'TO REACH THE AZIMUTH MARK FROM STATION CONTINUE SOUTH FOR 0.2 MILE TO
 FE0815'AZIMUTH ON RIGHT AS DESCRIBED.
 FE0815'
 FE0815'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 FE0815
 FE0815                          STATION RECOVERY (1959)
 FE0815
 FE0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0815'4.4 MI S FROM BROWNSVILLE.
 FE0815'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0815'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76.  THE MARK IS 48
 FE0815'FEET WEST OF THE CENTER OF STATE HIGHWAY 76, 19 FEET SOUTHWEST
 FE0815'OF A POWER LINE POLE AND 10 FEET NORTHEAST OF A WITNESS POST.
 FE0815'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND, IN A
 FE0815'CONCRETE POST.
 FE0815
 FE0815                          STATION RECOVERY (2002)
 FE0815
 FE0815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0812 ***********************************************************************
 FE0812  DESIGNATION -  SUN S AZ MK
 FE0812  PID         -  FE0812
 FE0812  STATE/COUNTY-  TN/HAYWOOD
 FE0812  USGS QUAD   -  BROWNSVILLE (1983)
 FE0812
 FE0812                         *CURRENT SURVEY CONTROL
 FE0812  ___________________________________________________________________
 FE0812* NAD 83(1986)-  35 31 52.     (N)    089 15 01.     (W)     SCALED    
 FE0812* NAVD 88     -       120.036  (meters)     393.82   (feet)  ADJUSTED  
 FE0812  ___________________________________________________________________
 FE0812  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0812  DYNAMIC HT  -         119.930 (meters)     393.47  (feet)  COMP
 FE0812  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0812
 FE0812  VERT ORDER  -  SECOND    CLASS 0
 FE0812
 FE0812.The horizontal coordinates were scaled from a topographic map and have
 FE0812.an estimated accuracy of +/- 6 seconds.
 FE0812
 FE0812.The orthometric height was determined by differential leveling
 FE0812.and adjusted by the National Geodetic Survey in June 1991..
 FE0812
 FE0812.The geoid height was determined by GEOID03.
 FE0812
 FE0812.The dynamic height is computed by dividing the NAVD 88
 FE0812.geopotential number by the normal gravity value computed on the
 FE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0812.degrees latitude (g = 980.6199 gals.).
 FE0812
 FE0812.The modeled gravity was interpolated from observed gravity values.
 FE0812
 FE0812;                    North         East    Units  Estimated Accuracy
 FE0812;SPC TN       -   137,790.      305,280.      MT  (+/- 180 meters Scaled)
 FE0812
 FE0812                          SUPERSEDED SURVEY CONTROL
 FE0812
 FE0812  NGVD 29 (??/??/??)  120.044  (m)          393.84   (f) ADJUSTED    2 0
 FE0812
 FE0812.Superseded values are not recommended for survey control.
 FE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0812.See file dsdata.txt to determine how the superseded data were derived.
 FE0812
 FE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE959342(NAD 83)
 FE0812_MARKER: DZ = AZIMUTH MARK DISK
 FE0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0812_STAMPING: SUN-S 1959
 FE0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0812+STABILITY: SURFACE MOTION
 FE0812
 FE0812  HISTORY     - Date     Condition        Report By
 FE0812  HISTORY     - 1959     MONUMENTED       CGS
 FE0812  HISTORY     - 1959     GOOD             CGS
 FE0812  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0812
 FE0812                          STATION DESCRIPTION
 FE0812
 FE0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0812'4.6 MI S FROM BROWNSVILLE.
 FE0812'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0812'THENCE 4.05 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, 67 FT. SOUTHWEST
 FE0812'OF THE CENTER OF THE ENTRANCE TO A PRIVATE DRIVE, 26.5 FT. WEST
 FE0812'OF THE CENTER LINE OF HIGHWAY 76, 1.7 FT. NORTHWEST OF A POWER
 FE0812'LINE POLE, 1.2 FT. NORTH OF A WITNESS POST, A C AND GS AZIMUTH
 FE0812'DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0812
 FE0812                          STATION RECOVERY (2002)
 FE0812
 FE0812'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0816 ***********************************************************************
 FE0816  DESIGNATION -  SUN S RM 1
 FE0816  PID         -  FE0816
 FE0816  STATE/COUNTY-  TN/HAYWOOD
 FE0816  USGS QUAD   -  SUNNYHILL (1983)
 FE0816
 FE0816                         *CURRENT SURVEY CONTROL
 FE0816  ___________________________________________________________________
 FE0816* NAD 83(1986)-  35 32 04.     (N)    089 14 59.     (W)     SCALED    
 FE0816* NAVD 88     -       124.911  (meters)     409.81   (feet)  ADJUSTED  
 FE0816  ___________________________________________________________________
 FE0816  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0816  DYNAMIC HT  -         124.801 (meters)     409.45  (feet)  COMP
 FE0816  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FE0816
 FE0816  VERT ORDER  -  SECOND    CLASS 0
 FE0816
 FE0816.The horizontal coordinates were scaled from a topographic map and have
 FE0816.an estimated accuracy of +/- 6 seconds.
 FE0816
 FE0816.The orthometric height was determined by differential leveling
 FE0816.and adjusted by the National Geodetic Survey in June 1991..
 FE0816
 FE0816.The geoid height was determined by GEOID03.
 FE0816
 FE0816.The dynamic height is computed by dividing the NAVD 88
 FE0816.geopotential number by the normal gravity value computed on the
 FE0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0816.degrees latitude (g = 980.6199 gals.).
 FE0816
 FE0816.The modeled gravity was interpolated from observed gravity values.
 FE0816
 FE0816;                    North         East    Units  Estimated Accuracy
 FE0816;SPC TN       -   138,160.      305,350.      MT  (+/- 180 meters Scaled)
 FE0816
 FE0816                          SUPERSEDED SURVEY CONTROL
 FE0816
 FE0816  NGVD 29 (??/??/??)  124.919  (m)          409.84   (f) ADJUSTED    2 0
 FE0816
 FE0816.Superseded values are not recommended for survey control.
 FE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0816.See file dsdata.txt to determine how the superseded data were derived.
 FE0816
 FE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE960346(NAD 83)
 FE0816_MARKER: DR = REFERENCE MARK DISK
 FE0816_SETTING: 0 = UNSPECIFIED SETTING
 FE0816_STAMPING: SUN-S NO 1 1959
 FE0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0816
 FE0816  HISTORY     - Date     Condition        Report By
 FE0816  HISTORY     - 1959     MONUMENTED       CGS
 FE0816  HISTORY     - 1959     GOOD             CGS
 FE0816
 FE0816                          STATION DESCRIPTION
 FE0816
 FE0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0816'4.4 MI S FROM BROWNSVILLE.
 FE0816'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0816'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76.  THE MARK IS
 FE0816'53 FEET WEST OF THE CENTER OF STATE HIGHWAY 76 AND 2 FEET WEST
 FE0816'OF A FENCE POST.  THE MARK IS 44.2 FEET NORTH OF THE STATION
 FE0816'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0814 ***********************************************************************
 FE0814  DESIGNATION -  SUN S RM 2
 FE0814  PID         -  FE0814
 FE0814  STATE/COUNTY-  TN/HAYWOOD
 FE0814  USGS QUAD   -  SUNNYHILL (1983)
 FE0814
 FE0814                         *CURRENT SURVEY CONTROL
 FE0814  ___________________________________________________________________
 FE0814* NAD 83(1986)-  35 32 03.     (N)    089 14 59.     (W)     SCALED    
 FE0814* NAVD 88     -       125.868  (meters)     412.95   (feet)  ADJUSTED  
 FE0814  ___________________________________________________________________
 FE0814  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0814  DYNAMIC HT  -         125.758 (meters)     412.59  (feet)  COMP
 FE0814  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FE0814
 FE0814  VERT ORDER  -  SECOND    CLASS 0
 FE0814
 FE0814.The horizontal coordinates were scaled from a topographic map and have
 FE0814.an estimated accuracy of +/- 6 seconds.
 FE0814
 FE0814.The orthometric height was determined by differential leveling
 FE0814.and adjusted by the National Geodetic Survey in June 1991..
 FE0814
 FE0814.The geoid height was determined by GEOID03.
 FE0814
 FE0814.The dynamic height is computed by dividing the NAVD 88
 FE0814.geopotential number by the normal gravity value computed on the
 FE0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0814.degrees latitude (g = 980.6199 gals.).
 FE0814
 FE0814.The modeled gravity was interpolated from observed gravity values.
 FE0814
 FE0814;                    North         East    Units  Estimated Accuracy
 FE0814;SPC TN       -   138,120.      305,350.      MT  (+/- 180 meters Scaled)
 FE0814
 FE0814                          SUPERSEDED SURVEY CONTROL
 FE0814
 FE0814  NGVD 29 (??/??/??)  125.876  (m)          412.98   (f) ADJUSTED    2 0
 FE0814
 FE0814.Superseded values are not recommended for survey control.
 FE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0814.See file dsdata.txt to determine how the superseded data were derived.
 FE0814
 FE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE960346(NAD 83)
 FE0814_MARKER: DR = REFERENCE MARK DISK
 FE0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0814_STAMPING: SUN-S NO 2 1959
 FE0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0814+STABILITY: SURFACE MOTION
 FE0814
 FE0814  HISTORY     - Date     Condition        Report By
 FE0814  HISTORY     - 1959     MONUMENTED       CGS
 FE0814  HISTORY     - 1959     GOOD             CGS
 FE0814
 FE0814                          STATION DESCRIPTION
 FE0814
 FE0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0814'4.4 MI S FROM BROWNSVILLE.
 FE0814'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0814'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76.  THE MARK IS
 FE0814'36 FEET WEST OF THE NORTHWEST CORNER OF AN OLD HOUSE AND 29
 FE0814'FEET NORTHWEST OF A 24-INCH WALNUT TREE.  IT IS SET IN THE
 FE0814'TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE SURFACE OF THE
 FE0814'GROUND, IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2594 ***********************************************************************
 GB2594  DESIGNATION -  SUNBRIGHT
 GB2594  PID         -  GB2594
 GB2594  STATE/COUNTY-  TN/MORGAN
 GB2594  USGS QUAD   -  RUGBY (1984)
 GB2594
 GB2594                         *CURRENT SURVEY CONTROL
 GB2594  ___________________________________________________________________
 GB2594* NAD 83(1995)-  36 15 40.10078(N)    084 39 48.64989(W)     ADJUSTED  
 GB2594* NAVD 88     -       485.2    (meters)    1592.     (feet)  VERTCON   
 GB2594  ___________________________________________________________________
 GB2594  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GB2594  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2594
 GB2594  HORZ ORDER  -  SECOND
 GB2594
 GB2594.The horizontal coordinates were established by classical geodetic methods
 GB2594.and adjusted by the National Geodetic Survey in April 1999..
 GB2594
 GB2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2594
 GB2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2594
 GB2594.The geoid height was determined by GEOID03.
 GB2594
 GB2594;                    North         East     Units Scale Factor Converg.
 GB2594;SPC TN       -   214,710.766   720,097.385   MT  0.99997611   +0 46 56.8
 GB2594;SPC TN       -   704,430.24  2,362,519.50   sFT  0.99997611   +0 46 56.8
 GB2594;UTM  16      - 4,015,445.437   709,903.121   MT  1.00014289   +1 22 56.8
 GB2594
 GB2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2594!SPC TN       -   0.99992840  x   0.99997611  =   0.99990451
 GB2594!UTM  16      -   0.99992840  x   1.00014289  =   1.00007127
 GB2594
 GB2594|---------------------------------------------------------------------|
 GB2594| PID    Reference Object                     Distance      Geod. Az  |
 GB2594|                                                           dddmmss.s |
 GB2594| DC2532 SUNBRIGHT RM 2                       24.633 METERS 18447     |
 GB2594| GB2593 SUNBRIGHT SHIRT CORP TANK           APPROX. 1.1 KM 2510303.8 |
 GB2594| DC2531 SUNBRIGHT RM 1                       18.663 METERS 35133     |
 GB2594|---------------------------------------------------------------------|
 GB2594
 GB2594                          SUPERSEDED SURVEY CONTROL
 GB2594
 GB2594  NAD 83(1995)-  36 15 40.10464(N)    084 39 48.65070(W) AD(       ) 2
 GB2594  NAD 83(1995)-  36 15 40.10840(N)    084 39 48.65566(W) AD(       ) 2
 GB2594  NAD 83(1986)-  36 15 40.11111(N)    084 39 48.65147(W) AD(       ) 2
 GB2594  NAD 27      -  36 15 39.82731(N)    084 39 48.84762(W) AD(       ) 2
 GB2594  NGVD 29 (07/19/86)  485.3    (m)         1592.     (f) VERT ANG       
 GB2594
 GB2594.Superseded values are not recommended for survey control.
 GB2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2594.See file dsdata.txt to determine how the superseded data were derived.
 GB2594
 GB2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0990315445(NAD 83)
 GB2594_MARKER: DD = SURVEY DISK
 GB2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2594
 GB2594  HISTORY     - Date     Condition        Report By
 GB2594  HISTORY     - 1965     MONUMENTED       TNHD
 GB2594
 GB2594                          STATION DESCRIPTION
 GB2594
 GB2594'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2594'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF SUNBRIGHT.
 GB2594'
 GB2594'TO REACH THE STATION FROM THE POST OFFICE IN SUNBRIGHT, GO 1.1 MILES
 GB2594'NORTH ON U.S. HIGHWAY 27 TO A GRAVELED ROAD ON THE RIGHT, EAST AND
 GB2594'GO 0.2 MILE ON THE GRAVELED ROAD TO A WATER TANK AND THE STATION AT
 GB2594'THE TOP OF A HILL.
 GB2594'
 GB2594'THE STATION IS 33 FEET SOUTHWEST OF THE LADDER ON THE SIDE OF THE
 GB2594'TANK, 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB2594'ROAD AND 24 FEET NORTH OF A 7-INCH PINE TREE. THE SURFACE AND
 GB2594'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2594'DISKS AND THE DISKS ARE STAMPED SUNBRIGHT 1965. THE UNDERGROUND MARK
 GB2594'IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET IN
 GB2594'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2594'
 GB2594'REFERENCE MARK NO. 1 IS 33 FEET NORTHWEST OF THE EDGE OF THE WATER
 GB2594'TANK AND 5 FEET WEST OF A 6-INCH OAK TREE. IT IS A STANDARD
 GB2594'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2594'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SUNBRIGHT
 GB2594'RM-1 1965.
 GB2594'
 GB2594'REFERENCE MARK NO. 2 IS 10 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2594'OF THE GRAVELED ROAD AND 4 FEET SOUTHWEST OF A 6-INCH OAK TREE.
 GB2594'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GB2594'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2594'SUNBRIGHT RM-2 1965.
 GB2594'
 GB2594'INTERSECTION STATION, SUNBRIGHT, SUNBRIGHT SHIRT CORP. WATER TANK
 GB2594'WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION THEREOF.
 GB2594'
 GB2594'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB2594'
 GB2594'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2593 ***********************************************************************
 GB2593  DESIGNATION -  SUNBRIGHT SHIRT CORP TANK
 GB2593  PID         -  GB2593
 GB2593  STATE/COUNTY-  TN/MORGAN
 GB2593  USGS QUAD   -  RUGBY (1984)
 GB2593
 GB2593                         *CURRENT SURVEY CONTROL
 GB2593  ___________________________________________________________________
 GB2593* NAD 83(1995)-  36 15 29.01293(N)    084 40 28.51868(W)     ADJUSTED  
 GB2593* NAVD 88     -                                                        
 GB2593  ___________________________________________________________________
 GB2593  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GB2593  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2593
 GB2593  HORZ ORDER  -  THIRD
 GB2593
 GB2593.The horizontal coordinates were established by classical geodetic methods
 GB2593.and adjusted by the National Geodetic Survey in April 1999..
 GB2593
 GB2593
 GB2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2593
 GB2593.The geoid height was determined by GEOID03.
 GB2593
 GB2593;                    North         East     Units Scale Factor Converg.
 GB2593;SPC TN       -   214,355.508   719,106.899   MT  0.99997571   +0 46 33.4
 GB2593;SPC TN       -   703,264.70  2,359,269.88   sFT  0.99997571   +0 46 33.4
 GB2593;UTM  16      - 4,015,079.767   708,916.247   MT  1.00013780   +1 22 32.9
 GB2593
 GB2593                          SUPERSEDED SURVEY CONTROL
 GB2593
 GB2593  NAD 83(1995)-  36 15 29.01686(N)    084 40 28.51956(W) AD(       ) 4
 GB2593  NAD 83(1995)-  36 15 29.02041(N)    084 40 28.52459(W) AD(       ) 4
 GB2593  NAD 83(1986)-  36 15 29.02311(N)    084 40 28.52017(W) AD(       ) 4
 GB2593  NAD 27      -  36 15 28.74000(N)    084 40 28.71290(W) AD(       ) 3
 GB2593
 GB2593.Superseded values are not recommended for survey control.
 GB2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2593.See file dsdata.txt to determine how the superseded data were derived.
 GB2593
 GB2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0891615080(NAD 83)
 GB2593_MARKER: 53 = ELEVATED TANK
 GB2593
 GB2593  HISTORY     - Date     Condition        Report By
 GB2593  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GB2593
 GB2593                          STATION DESCRIPTION
 GB2593
 GB2593'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2593'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF SUNBRIGHT.
 GB2593'
 GB2593'IT IS A 4-LEGGED SELF-SUPPORTING STEEL STRUCTURE, PAINTED SILVER,
 GB2593'WITH AN OVERALL HEIGHT OF ABOUT 200 FEET. THE POINT INTERSECTED
 GB2593'WAS THE APEX AT THE TOP.
 GB2593'
 GB2593'TO REACH THE STATION FROM THE POST OFFICE IN SUNBRIGHT, GO 0.75 MILE
 GB2593'NORTH ON U.S. HIGHWAY 27 TO A PAVED ROAD ON THE LEFT, NORTHWEST,
 GB2593'AND GO 0.5 MILE ON THE PAVED ROAD TO A GRAVELED ROAD ON THE LEFT AND
 GB2593'THE ENTRANCE TO THE PLANT, TURN LEFT, WEST, AND GO 0.15 MILE TO
 GB2593'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0823 ***********************************************************************
 FE0823  DESIGNATION -  SUNNY
 FE0823  PID         -  FE0823
 FE0823  STATE/COUNTY-  TN/HAYWOOD
 FE0823  USGS QUAD   -  SUNNYHILL (1983)
 FE0823
 FE0823                         *CURRENT SURVEY CONTROL
 FE0823  ___________________________________________________________________
 FE0823* NAD 83(1995)-  35 32 06.93590(N)    089 14 12.23055(W)     ADJUSTED  
 FE0823* NAVD 88     -       129.499  (meters)     424.86   (feet)  ADJUSTED  
 FE0823  ___________________________________________________________________
 FE0823  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FE0823  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE0823  DYNAMIC HT  -         129.385 (meters)     424.49  (feet)  COMP
 FE0823  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FE0823
 FE0823  HORZ ORDER  -  SECOND
 FE0823  VERT ORDER  -  SECOND    CLASS 0
 FE0823
 FE0823.The horizontal coordinates were established by classical geodetic methods
 FE0823.and adjusted by the National Geodetic Survey in April 1999..
 FE0823
 FE0823.The orthometric height was determined by differential leveling
 FE0823.and adjusted by the National Geodetic Survey in June 1991..
 FE0823
 FE0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0823
 FE0823.The geoid height was determined by GEOID03.
 FE0823
 FE0823.The dynamic height is computed by dividing the NAVD 88
 FE0823.geopotential number by the normal gravity value computed on the
 FE0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0823.degrees latitude (g = 980.6199 gals.).
 FE0823
 FE0823.The modeled gravity was interpolated from observed gravity values.
 FE0823
 FE0823;                    North         East     Units Scale Factor Converg.
 FE0823;SPC TN       -   138,206.222   306,526.467   MT  0.99996192   -1 53 41.7
 FE0823;SPC TN       -   453,431.58  1,005,662.25   sFT  0.99996192   -1 53 41.7
 FE0823;UTM  16      - 3,934,705.182   297,215.795   MT  1.00010677   -1 18 01.6
 FE0823
 FE0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0823!SPC TN       -   0.99998405  x   0.99996192  =   0.99994597
 FE0823!UTM  16      -   0.99998405  x   1.00010677  =   1.00009082
 FE0823
 FE0823|---------------------------------------------------------------------|
 FE0823| PID    Reference Object                     Distance      Geod. Az  |
 FE0823|                                                           dddmmss.s |
 FE0823| FE0822 SUNNY RM 1                           18.634 METERS 10317     |
 FE0823| FE0824 SUNNY RM 2                           25.406 METERS 19112     |
 FE0823| CG4353 SUNNY AZ MK                                        2481343.3 |
 FE0823| FE2425 SUNNY HILL LOT WT 35                 27.424 METERS 29403     |
 FE0823| FE2437 BROWNSVILLE RAD STA KID 59 MST      APPROX. 6.8 KM 3085450.1 |
 FE0823| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 7.0 KM 3414130.3 |
 FE0823| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 6.2 KM 3420803.6 |
 FE0823| FE2436 BROWNSVILLE MUN TANK                APPROX. 6.9 KM 3425623.5 |
 FE0823|---------------------------------------------------------------------|
 FE0823
 FE0823                          SUPERSEDED SURVEY CONTROL
 FE0823
 FE0823  NAD 83(1995)-  35 32 06.94182(N)    089 14 12.23259(W) AD(       ) 2
 FE0823  NAD 83(1986)-  35 32 06.94762(N)    089 14 12.23120(W) AD(       ) 2
 FE0823  NAD 27      -  35 32 06.66310(N)    089 14 11.98750(W) AD(       ) 2
 FE0823  NGVD 29 (??/??/??)  129.508  (m)          424.89   (f) ADJUSTED    2 0
 FE0823
 FE0823.Superseded values are not recommended for survey control.
 FE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0823.See file dsdata.txt to determine how the superseded data were derived.
 FE0823
 FE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9721634705(NAD 83)
 FE0823_MARKER: DS = TRIANGULATION STATION DISK
 FE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0823_STAMPING: SUNNY 1958
 FE0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0823+STABILITY: SURFACE MOTION
 FE0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0823+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0823
 FE0823  HISTORY     - Date     Condition        Report By
 FE0823  HISTORY     - 1958     MONUMENTED       CGS
 FE0823  HISTORY     - 1959     GOOD             CGS
 FE0823  HISTORY     - 1959     GOOD             CGS
 FE0823  HISTORY     - 20020905 GOOD             USACE
 FE0823
 FE0823                          STATION DESCRIPTION
 FE0823
 FE0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0823'THE STATION IS ABOUT 4.2 MILES SOUTH OF BROWNSVILLE, AND ABOUT 0.7
 FE0823'MILE WEST OF THE VILLAGE OF SUNNY HILL.  IT IS ON PROPERTY OWNED
 FE0823'BY MR. D.B. MANN.  IT IS 73 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FE0823'FRAME HOUSE, 181 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 78
 FE0823'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 22 FEET
 FE0823'EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, AND 7 FEET WEST OF A
 FE0823'WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE0823'STAMPED SUNNY 1958.
 FE0823'
 FE0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE0823'HIGHWAY 76, JUST EAST OF BROWNSVILLE, GO SOUTH AND SOUTHEAST ON
 FE0823'STATE HIGHWAY 76 FOR 4.15 MILES TO A PAVED SIDE ROAD LEFT IN THE
 FE0823'VILLAGE OF SUNNY HILL.  TURN LEFT AND GO EAST AND NORTHEAST ON THE
 FE0823'PAVED ROAD FOR 0.45 TO A DRIVEWAY ON THE RIGHT AND AZIMUTH MARK AS
 FE0823'DESCRIBED.  CONTINUE EAST AND NORTHEAST ON THE PAVED ROAD FOR 0.3
 FE0823'MILE TO A DRIVEWAY AND THE STATION ON THE RIGHT, SOUTH SIDE OF THE
 FE0823'ROAD.
 FE0823'
 FE0823'REFERENCE MARK 1 IS 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE0823'FRAME HOUSE, 83 FEET EAST OF THE CENTERLINE OF A GRAVELED
 FE0823'DRIVEWAY AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1
 FE0823'INCH AND THE DISK IS STAMPED SUNNY NO 1 1958.
 FE0823'
 FE0823'REFERENCE MARK 2 IS 9 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FE0823'DRIVEWAY AND IS SET IN A NORTH-SOUTH FENCE LINE.  THE MONUMENT
 FE0823'PROJECTS 2 INCHES AND THE DISK IS STAMPED SUNNY NO 2 1958.
 FE0823'
 FE0823'THE AZIMUTH MARK IS ABOUT 200 FEET SOUTHWEST OF THE PAVED ROAD, 4
 FE0823'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME GARAGE, 5 FEET
 FE0823'SOUTH OF A WHITE WITNESS POST AND 56 FEET SOUTHWEST OF THE WEST EDGE
 FE0823'OF A SMALL POND.  IT IS ON PROPERTY OWNED BY MRS. EDNA MANN.  THE
 FE0823'MONUMENT IS FLUSH AND THE DISK IS STAMPED SUNNY 1958.
 FE0823'
 FE0823'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE0823
 FE0823                          STATION RECOVERY (1959)
 FE0823
 FE0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0823'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 FE0823'RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH IS ADEQUATE
 FE0823'FOR RECOVERY.  THE DISTANCES TO THE REFERENCE MARKS WAS VERIFIED.
 FE0823
 FE0823                          STATION RECOVERY (1959)
 FE0823
 FE0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0823'5.2 MI SE FROM BROWNSVILLE.
 FE0823'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0823'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE0823'MILE EAST ON A PAVED ROAD TO A PRIVATE DRIVE, THENCE ABOUT 0.05
 FE0823'MILE SOUTH.  THE MARK IS 181 FEET SOUTH OF THE CENTER OF A
 FE0823'PAVED ROAD, 78 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT
 FE0823'TOWER, 73 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 FE0823'22 FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY, AND 7 FEET
 FE0823'WEST OF A WHITE WITNESS POST.  THE MARK IS SET IN A SQUARE
 FE0823'CONCRETE POST, WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 FE0823'GROUND.
 FE0823
 FE0823                          STATION RECOVERY (2002)
 FE0823
 FE0823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2425 ***********************************************************************
 FE2425  DESIGNATION -  SUNNY HILL LOT WT 35
 FE2425  PID         -  FE2425
 FE2425  STATE/COUNTY-  TN/HAYWOOD
 FE2425  USGS QUAD   -  SUNNYHILL (1983)
 FE2425
 FE2425                         *CURRENT SURVEY CONTROL
 FE2425  ___________________________________________________________________
 FE2425* NAD 83(1995)-  35 32 07.29857(N)    089 14 13.22463(W)     ADJUSTED  
 FE2425* NAVD 88     -                                                        
 FE2425  ___________________________________________________________________
 FE2425  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FE2425  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2425
 FE2425  HORZ ORDER  -  THIRD
 FE2425
 FE2425.The horizontal coordinates were established by classical geodetic methods
 FE2425.and adjusted by the National Geodetic Survey in April 1999..
 FE2425
 FE2425
 FE2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2425
 FE2425.The geoid height was determined by GEOID03.
 FE2425
 FE2425;                    North         East     Units Scale Factor Converg.
 FE2425;SPC TN       -   138,218.221   306,501.809   MT  0.99996191   -1 53 42.3
 FE2425;SPC TN       -   453,470.95  1,005,581.35   sFT  0.99996191   -1 53 42.3
 FE2425;UTM  16      - 3,934,716.926   297,191.010   MT  1.00010689   -1 18 02.2
 FE2425
 FE2425                          SUPERSEDED SURVEY CONTROL
 FE2425
 FE2425  NAD 83(1995)-  35 32 07.30449(N)    089 14 13.22667(W) AD(       ) 4
 FE2425  NAD 83(1986)-  35 32 07.31029(N)    089 14 13.22527(W) AD(       ) 4
 FE2425  NAD 27      -  35 32 07.02600(N)    089 14 12.98200(W) AD(       ) 3
 FE2425
 FE2425.Superseded values are not recommended for survey control.
 FE2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2425.See file dsdata.txt to determine how the superseded data were derived.
 FE2425
 FE2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9719134717(NAD 83)
 FE2425_MARKER: 57 = LOOKOUT TOWER
 FE2425
 FE2425  HISTORY     - Date     Condition        Report By
 FE2425  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2425
 FE2425                          STATION DESCRIPTION
 FE2425
 FE2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2425'THE STATION IS ABOUT 4.2 MILES SOUTH OF BROWNSVILLE, AND ABOUT 0.7
 FE2425'MILE WEST OF THE VILLAGE OF SUNNY HILL.  IT IS A 4- LEGGED STEEL
 FE2425'TOWER WITH A GLASS ENCLOSED OBSERVATION PLATFORM AT THE TOP.  THE
 FE2425'OVERALL HEIGHT IS APPROXIMATELY 90 FEET.
 FE2425'
 FE2425'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SUNNY TO
 FE2425'CENTER OF THE BASE OF THE SUNNY HILL, W.T. 35 LOOKOUT TOWER, THE
 FE2425'DISTANCE BEING 27.424 METERS, 89.97 FEET WEST OF STATION SUNNY.
 FE2425'
 FE2425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2425'HIGHWAY 76, JUST EAST OF BROWNSVILLE, GO SOUTH ON STATE HIGHWAY 76
 FE2425'FOR 4.15 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO EAST AND
 FE2425'NORTHEAST ON THE PAVED ROAD FOR 0.75 MILE TO A DRIVEWAY AND THE
 FE2425'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0822 ***********************************************************************
 FE0822  DESIGNATION -  SUNNY RM 1
 FE0822  PID         -  FE0822
 FE0822  STATE/COUNTY-  TN/HAYWOOD
 FE0822  USGS QUAD   -  SUNNYHILL (1983)
 FE0822
 FE0822                         *CURRENT SURVEY CONTROL
 FE0822  ___________________________________________________________________
 FE0822* NAD 83(1986)-  35 32 07.     (N)    089 14 12.     (W)     SCALED    
 FE0822* NAVD 88     -       129.656  (meters)     425.38   (feet)  ADJUSTED  
 FE0822  ___________________________________________________________________
 FE0822  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE0822  DYNAMIC HT  -         129.542 (meters)     425.01  (feet)  COMP
 FE0822  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 FE0822
 FE0822  VERT ORDER  -  SECOND    CLASS 0
 FE0822
 FE0822.The horizontal coordinates were scaled from a topographic map and have
 FE0822.an estimated accuracy of +/- 6 seconds.
 FE0822
 FE0822.The orthometric height was determined by differential leveling
 FE0822.and adjusted by the National Geodetic Survey in June 1991..
 FE0822
 FE0822.The geoid height was determined by GEOID03.
 FE0822
 FE0822.The dynamic height is computed by dividing the NAVD 88
 FE0822.geopotential number by the normal gravity value computed on the
 FE0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0822.degrees latitude (g = 980.6199 gals.).
 FE0822
 FE0822.The modeled gravity was interpolated from observed gravity values.
 FE0822
 FE0822;                    North         East    Units  Estimated Accuracy
 FE0822;SPC TN       -   138,210.      306,530.      MT  (+/- 180 meters Scaled)
 FE0822
 FE0822                          SUPERSEDED SURVEY CONTROL
 FE0822
 FE0822  NGVD 29 (??/??/??)  129.664  (m)          425.41   (f) ADJUSTED    2 0
 FE0822
 FE0822.Superseded values are not recommended for survey control.
 FE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0822.See file dsdata.txt to determine how the superseded data were derived.
 FE0822
 FE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE972347(NAD 83)
 FE0822_MARKER: DR = REFERENCE MARK DISK
 FE0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0822_STAMPING: SUNNY NO 1 1958
 FE0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0822+STABILITY: SURFACE MOTION
 FE0822
 FE0822  HISTORY     - Date     Condition        Report By
 FE0822  HISTORY     - 1958     MONUMENTED       CGS
 FE0822  HISTORY     - 1959     GOOD             CGS
 FE0822
 FE0822                          STATION DESCRIPTION
 FE0822
 FE0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0822'5.2 MI SE FROM BROWNSVILLE.
 FE0822'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0822'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE0822'MILE EAST ON A PAVED ROAD TO A PRIVATE DRIVE, THENCE ABOUT 0.5
 FE0822'MILE SOUTH.  THE MARK IS 90 FEET SOUTHEAST OF THE SOUTHEAST
 FE0822'CORNER OF A FRAME HOUSE, 83 FEET EAST OF THE CENTER OF A
 FE0822'GRAVELED DRIVEWAY AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS
 FE0822'SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 1 INCH ABOVE THE
 FE0822'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0824 ***********************************************************************
 FE0824  DESIGNATION -  SUNNY RM 2
 FE0824  PID         -  FE0824
 FE0824  STATE/COUNTY-  TN/HAYWOOD
 FE0824  USGS QUAD   -  SUNNYHILL (1983)
 FE0824
 FE0824                         *CURRENT SURVEY CONTROL
 FE0824  ___________________________________________________________________
 FE0824* NAD 83(1986)-  35 32 07.     (N)    089 14 12.     (W)     SCALED    
 FE0824* NAVD 88     -       127.825  (meters)     419.37   (feet)  ADJUSTED  
 FE0824  ___________________________________________________________________
 FE0824  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE0824  DYNAMIC HT  -         127.713 (meters)     419.01  (feet)  COMP
 FE0824  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 FE0824
 FE0824  VERT ORDER  -  SECOND    CLASS 0
 FE0824
 FE0824.The horizontal coordinates were scaled from a topographic map and have
 FE0824.an estimated accuracy of +/- 6 seconds.
 FE0824
 FE0824.The orthometric height was determined by differential leveling
 FE0824.and adjusted by the National Geodetic Survey in June 1991..
 FE0824
 FE0824.The geoid height was determined by GEOID03.
 FE0824
 FE0824.The dynamic height is computed by dividing the NAVD 88
 FE0824.geopotential number by the normal gravity value computed on the
 FE0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0824.degrees latitude (g = 980.6199 gals.).
 FE0824
 FE0824.The modeled gravity was interpolated from observed gravity values.
 FE0824
 FE0824;                    North         East    Units  Estimated Accuracy
 FE0824;SPC TN       -   138,210.      306,530.      MT  (+/- 180 meters Scaled)
 FE0824
 FE0824                          SUPERSEDED SURVEY CONTROL
 FE0824
 FE0824  NGVD 29 (??/??/??)  127.834  (m)          419.40   (f) ADJUSTED    2 0
 FE0824
 FE0824.Superseded values are not recommended for survey control.
 FE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0824.See file dsdata.txt to determine how the superseded data were derived.
 FE0824
 FE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE972347(NAD 83)
 FE0824_MARKER: DR = REFERENCE MARK DISK
 FE0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0824_STAMPING: SUNNY NO 2 1958
 FE0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0824+STABILITY: SURFACE MOTION
 FE0824
 FE0824  HISTORY     - Date     Condition        Report By
 FE0824  HISTORY     - 1958     MONUMENTED       CGS
 FE0824  HISTORY     - 1959     GOOD             CGS
 FE0824
 FE0824                          STATION DESCRIPTION
 FE0824
 FE0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0824'5.2 MI SE FROM BROWNSVILLE.
 FE0824'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0824'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE0824'MILE EAST ON A PAVED ROAD TO A PRIVATE DRIVE, THENCE ABOUT 0.05
 FE0824'MILE SOUTH.  THE MARK IS 9 FEET WEST OF THE CENTER OF A GRAVELED
 FE0824'DRIVEWAY AND SET IN A NORTH-SOUTH FENCE LINE.  THE MARK IS SET
 FE0824'IN A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE SURFACE
 FE0824'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1874 ***********************************************************************
 FC1874  DESIGNATION -  SUNRISE
 FC1874  PID         -  FC1874
 FC1874  STATE/COUNTY-  TN/HAMILTON
 FC1874  USGS QUAD   -  CHATTANOOGA (1976)
 FC1874
 FC1874                         *CURRENT SURVEY CONTROL
 FC1874  ___________________________________________________________________
 FC1874* NAD 83(1995)-  35 07 06.31829(N)    085 19 59.32312(W)     ADJUSTED  
 FC1874* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 FC1874  ___________________________________________________________________
 FC1874  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 FC1874  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FC1874
 FC1874  HORZ ORDER  -  THIRD
 FC1874
 FC1874.The horizontal coordinates were established by classical geodetic methods
 FC1874.and adjusted by the National Geodetic Survey in April 1999..
 FC1874
 FC1874.The orthometric height was scaled from a topographic map.
 FC1874
 FC1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1874
 FC1874.The geoid height was determined by GEOID03.
 FC1874
 FC1874;                    North         East     Units Scale Factor Converg.
 FC1874;SPC TN       -    87,313.655   660,789.209   MT  1.00002583   +0 23 25.5
 FC1874;SPC TN       -   286,461.55  2,167,939.26   sFT  1.00002583   +0 23 25.5
 FC1874;UTM  16      - 3,887,446.933   651,891.094   MT  0.99988434   +0 57 32.7
 FC1874
 FC1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1874!SPC TN       -   0.99991768  x   1.00002583  =   0.99994350
 FC1874!UTM  16      -   0.99991768  x   0.99988434  =   0.99980203
 FC1874
 FC1874|---------------------------------------------------------------------|
 FC1874| PID    Reference Object                     Distance      Geod. Az  |
 FC1874|                                                           dddmmss.s |
 FC1874| CG7609 SUNRISE RM 2                         10.443 METERS 00246     |
 FC1874| CG7607 SUNRISE AZ MK                                      0172245.9 |
 FC1874| FC1112 GOAT                                APPROX. 9.5 KM 1182222.8 |
 FC1874| FC1862 CHATTANOOGA FIRST METH CHURCH       APPROX. 8.2 KM 1630402.5 |
 FC1874| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX.12.0 KM 1844803.5 |
 FC1874| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 6.3 KM 2092638.9 |
 FC1874| CG7608 SUNRISE RM 1                          9.757 METERS 26917     |
 FC1874| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX. 1.2 KM 3570743.5 |
 FC1874|---------------------------------------------------------------------|
 FC1874
 FC1874                          SUPERSEDED SURVEY CONTROL
 FC1874
 FC1874  NAD 83(1995)-  35 07 06.31854(N)    085 19 59.32351(W) AD(       ) 3
 FC1874  NAD 83(1995)-  35 07 06.31889(N)    085 19 59.32508(W) AD(       ) 3
 FC1874  NAD 83(1995)-  35 07 06.31938(N)    085 19 59.32293(W) AD(       ) 3
 FC1874  NAD 83(1986)-  35 07 06.32008(N)    085 19 59.32303(W) AD(       ) 3
 FC1874  NAD 27      -  35 07 06.06090(N)    085 19 59.47140(W) AD(       ) 3
 FC1874
 FC1874.Superseded values are not recommended for survey control.
 FC1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1874.See file dsdata.txt to determine how the superseded data were derived.
 FC1874
 FC1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5189187447(NAD 83)
 FC1874_MARKER: DS = TRIANGULATION STATION DISK
 FC1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1874_STAMPING: SUNRISE 1962
 FC1874_MARK LOGO: CGS   
 FC1874_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1874+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 FC1874
 FC1874  HISTORY     - Date     Condition        Report By
 FC1874  HISTORY     - 1962     MONUMENTED       CGS
 FC1874  HISTORY     - 1964     GOOD             CGS
 FC1874  HISTORY     - 1972     GOOD             NGS
 FC1874  HISTORY     - 19820520 GOOD             NGS
 FC1874  HISTORY     - 20051226 GOOD             GEOCAC
 FC1874
 FC1874                          STATION DESCRIPTION
 FC1874
 FC1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1874'THE STATION IS LOCATED ON CITY PROPERTY IN SIGNAL MOUNTAIN.  IT IS IN
 FC1874'SUNRISE PARK (A SMALL ROADSIDE PARK), ATOP THE PALISADES ON THE
 FC1874'SOUTHEAST RIM OF SIGNAL MOUNTAIN, AND OVERLOOKS A VAST EXPANSE OF THE
 FC1874'TENNESSEE RIVER VALLEY AND THE CITY OF CHATTANOOGA AND ITS SUBURBS
 FC1874'BELOW.
 FC1874'
 FC1874'TO REACH THE STATION FROM THE POST OFFICE IN SIGNAL MOUNTAIN, GO
 FC1874'WESTERLY ON U.S. HIGHWAY 127 FOR 0.05 MILE TO THE TRAFFIC
 FC1874'SIGNAL AT THE INTERSECTION OF PALISADES DRIVE. HERE TURN LEFT ON
 FC1874'PALISADES DRIVE, MAKING A LARGE S-CURVE IN A GENERAL SOUTHERLY
 FC1874'DIRECTION FOR 0.6 MILE TO NORVELL DRIVE ON THE LEFT, TURN LEFT AND GO
 FC1874'EASTERLY ON NORVELL DRIVE FOR 0.4 MILE TO NORTH PALISADES DRIVE,
 FC1874'TURN LEFT AND GO NORTHEASTERLY ON NORTH PALISADES DRIVE FOR 0.3 MILE
 FC1874'TO SUNRISE PARK ON THE RIGHT AND THE STATION.
 FC1874'
 FC1874'THE STATION IS 77 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF NORTH
 FC1874'PALISADES DRIVE, 31 FEET EAST OF A 24-INCH CHESTNUT OAK TREE, 27
 FC1874'FEET SOUTH OF AN 18-INCH VIRGINIA PINE TREE WITH A ROCK SEAT BUILT
 FC1874'AROUND THE BOLE, 6 FEET NORTHWEST OF A ROCK RETAINING WALL, AND 4.8
 FC1874'FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 FC1874'THE TOP OF A 10-INCH, SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS
 FC1874'STAMPED SUNRISE 1962.  THE UNDERGROUND MARK IS SET ABOUT 30 INCHES
 FC1874'BELOW THE SURFACE AND THE DISK IS STAMPED SUNRISE 1962.
 FC1874'
 FC1874'REFERENCE MARK NO. 1 IS 54 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FC1874'OF NORTH PALISADES DRIVE, 20 FEET NORTHEAST OF THE NORTHWEST END OF
 FC1874'THE RETAINING WALL AND 7 FEET SOUTH OF A 24-INCH CHESTNUT OAK TREE.
 FC1874'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC1874'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SUNRISE
 FC1874'NO 1 1962.
 FC1874'
 FC1874'REFERENCE MARK NO. 2 IS 56 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FC1874'OF NORTH PALISADES DRIVE, 10.5 FEET SOUTHWEST OF THE NORTHEAST END OF
 FC1874'THE RETAINING WALL AND 10 FEET NORTHWEST OF AN 18-INCH VIRGINIA PINE
 FC1874'TREE WITH A ROCK SEAT BUILT AROUND THE BOLE.  IT IS A STANDARD
 FC1874'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1874'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED SUNSET NO 2 1962.
 FC1874'
 FC1874'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FC1874'MARK NO. 2 IS 48.3 FEET.
 FC1874'
 FC1874'THE AZIMUTH MARK IS 114 FEET NORTHEAST OF A FIRE HYDRANT AT THE
 FC1874'INTERSECTION OF NORTH PALISADES DRIVE AND DAWN STREET, 68 FEET
 FC1874'SOUTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY LEADING INTO THE JOHN
 FC1874'S. BALLMAN RESIDENCE, 53.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 FC1874'OF THE JOHN S. BALLMAN RESIDENCE AND 17 FEET NORTHWEST OF THE
 FC1874'APPROXIMATE CENTER OF DAWN STREET. IT IS A STANDARD DISK SET IN THE
 FC1874'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT SET FLUSH WITH THE
 FC1874'SURFACE OF THE STREET SHOULDER, AND THE DISK IS STAMPED SUNRISE
 FC1874'1962.
 FC1874'
 FC1874'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 FC1874'NORTH PALISADES DRIVE FOR ABOUT 0.1 MILE TO THE JUNCTION WITH DAWN
 FC1874'STREET, CONTINUE NORTHEASTERLY ON DAWN STREET FOR ABOUT 40 YARDS TO
 FC1874'THE MARK ON THE LEFT.
 FC1874
 FC1874                          STATION RECOVERY (1964)
 FC1874
 FC1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1874'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1874'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1962
 FC1874'DESCRIPTION IS ADEQUATE.
 FC1874
 FC1874                          STATION RECOVERY (1972)
 FC1874
 FC1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1874'GOOD
 FC1874'
 FC1874'SUNRISE
 FC1874
 FC1874                          STATION RECOVERY (1982)
 FC1874
 FC1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 FC1874'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 FC1874'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED TO THE STATION BY FOLIAGE
 FC1874'AND THERE IS NO SUITABLE PLACE TO SET A NEW ONE.  THE DIRECTION TO THE
 FC1874'REFERENCE MARKS CHECKED AS DID THE DISTANCE TO REFERENCE MARK 2. THE
 FC1874'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.04 OF A
 FC1874'FOOT.
 FC1874
 FC1874                          STATION RECOVERY (2005)
 FC1874
 FC1874'RECOVERY NOTE BY GEOCACHING 2005 (MWS)
 FC1874'NO WITNESS POST AT STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1875 ***********************************************************************
 FC1875  DESIGNATION -  SUNSET
 FC1875  PID         -  FC1875
 FC1875  STATE/COUNTY-  TN/HAMILTON
 FC1875  USGS QUAD   -  CHATTANOOGA (1976)
 FC1875
 FC1875                         *CURRENT SURVEY CONTROL
 FC1875  ___________________________________________________________________
 FC1875* NAD 83(1995)-  35 00 06.00073(N)    085 21 18.25616(W)     ADJUSTED  
 FC1875* NAVD 88     -       593.0    (meters)    1946.     (feet)  VERTCON   
 FC1875  ___________________________________________________________________
 FC1875  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FC1875  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1875
 FC1875  HORZ ORDER  -  SECOND
 FC1875
 FC1875.The horizontal coordinates were established by classical geodetic methods
 FC1875.and adjusted by the National Geodetic Survey in April 1999..
 FC1875
 FC1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1875
 FC1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1875
 FC1875.The geoid height was determined by GEOID03.
 FC1875
 FC1875;                    North         East     Units Scale Factor Converg.
 FC1875;SPC TN       -    74,347.053   658,875.880   MT  1.00005310   +0 22 39.2
 FC1875;SPC TN       -   243,920.29  2,161,661.95   sFT  1.00005310   +0 22 39.2
 FC1875;UTM  16      - 3,874,464.072   650,106.547   MT  0.99987770   +0 56 37.3
 FC1875
 FC1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1875!SPC TN       -   0.99991156  x   1.00005310  =   0.99996465
 FC1875!UTM  16      -   0.99991156  x   0.99987770  =   0.99978927
 FC1875
 FC1875|---------------------------------------------------------------------|
 FC1875| PID    Reference Object                     Distance      Geod. Az  |
 FC1875|                                                           dddmmss.s |
 FC1875| FC1861 CFR 35                               12.991 METERS 02630     |
 FC1875| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 1.4 KM 0435656.0 |
 FC1875| CG7610 SUNSET RM 1                           6.635 METERS 11153     |
 FC1875|---------------------------------------------------------------------|
 FC1875
 FC1875                          SUPERSEDED SURVEY CONTROL
 FC1875
 FC1875  NAD 83(1995)-  35 00 06.00079(N)    085 21 18.25395(W) AD(       ) 2
 FC1875  NAD 83(1995)-  35 00 06.00122(N)    085 21 18.25802(W) AD(       ) 2
 FC1875  NAD 83(1995)-  35 00 06.00193(N)    085 21 18.25623(W) AD(       ) 2
 FC1875  NAD 83(1986)-  35 00 06.00215(N)    085 21 18.25590(W) AD(       ) 2
 FC1875  NAD 27      -  35 00 05.73450(N)    085 21 18.40850(W) AD(       ) 2
 FC1875  NGVD 29 (07/19/86)  593.0    (m)         1946.     (f) VERT ANG       
 FC1875
 FC1875.Superseded values are not recommended for survey control.
 FC1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1875.See file dsdata.txt to determine how the superseded data were derived.
 FC1875
 FC1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5010774464(NAD 83)
 FC1875_MARKER: DE = TRAVERSE STATION DISK
 FC1875_SETTING: 66 = SET IN ROCK OUTCROP
 FC1875
 FC1875  HISTORY     - Date     Condition        Report By
 FC1875  HISTORY     - 1962     MONUMENTED       CGS
 FC1875  HISTORY     - 1968     GOOD             CGS
 FC1875  HISTORY     - 19981025 GOOD             USPSQD
 FC1875
 FC1875                          STATION DESCRIPTION
 FC1875
 FC1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1875'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CHATTANOOGA ON A
 FC1875'ROCK POINT ON THE WEST SIDE OF LOOKOUT MOUNTAIN LOCALLY KNOWN
 FC1875'AS SUNSET ROCK POINT.
 FC1875'
 FC1875'TO REACH THE STATION FROM THE LOOKOUT MOUNTAIN POST OFFICE, GO NORTH
 FC1875'ON STATE ROUTE 148 FOR 0.3 MILE TO A FORK, TAKE THE LEFT FORK, WEST
 FC1875'BROW ROAD, FOR 0.5 MILE TO A PARKING AREA ON THE LEFT AT THE JUNCTION
 FC1875'OF WEST BROW ROAD AND LINDEN WAY.  FROM HERE PACK NORTH DOWN WELL
 FC1875'DEFINED TRAIL FOR ABOUT 5 MINUTES TO SUNSET ROCK POINT AND THE
 FC1875'STATION.
 FC1875'
 FC1875'THE STATION MARK IS 11.4 FEET SOUTH OF AN IRON ROD, 8.6 FEET
 FC1875'NORTHWEST OF AN IRON BOLT, 7 FEET NORTHWEST OF THE SOUTHWEST
 FC1875'EDGE OF CLIFF AND 5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF CLIFF.
 FC1875'THE MARK IS A STANDARD TRAVERSE DISK STAMPED SUNSET 1962
 FC1875'CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC1875'
 FC1875'REFERENCE MARK NO. 1 IS 15.3 FEET EAST OF AN IRON BOLT.  THE MARK IS
 FC1875'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1875'BEDROCK WHICH PROJECTS 2 INCHES AND IS STAMPED SUNSET NO 1 1962.
 FC1875'
 FC1875'BM CFR (USGS) IS 6.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF CLIFF.
 FC1875'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED CFR 35
 FC1875'1936 CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC1875'
 FC1875'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC1875
 FC1875                          STATION RECOVERY (1968)
 FC1875
 FC1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1875'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FC1875'CONDITION AS DESCRIBED.
 FC1875'
 FC1875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1875'AT LOOKOUT MOUNTAIN.
 FC1875
 FC1875                          STATION RECOVERY (1998)
 FC1875
 FC1875'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0605 ***********************************************************************
 FE0605  DESIGNATION -  SWAMP
 FE0605  PID         -  FE0605
 FE0605  STATE/COUNTY-  TN/MADISON
 FE0605  USGS QUAD   -  ADAIR (1979)
 FE0605
 FE0605                         *CURRENT SURVEY CONTROL
 FE0605  ___________________________________________________________________
 FE0605* NAD 83(1995)-  35 38 34.92990(N)    088 54 48.46523(W)     ADJUSTED  
 FE0605* NAVD 88     -       104.775  (meters)     343.75   (feet)  ADJUSTED  
 FE0605  ___________________________________________________________________
 FE0605  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE0605  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0605  DYNAMIC HT  -         104.681 (meters)     343.44  (feet)  COMP
 FE0605  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0605
 FE0605  HORZ ORDER  -  SECOND
 FE0605  VERT ORDER  -  SECOND    CLASS 0
 FE0605
 FE0605.The horizontal coordinates were established by classical geodetic methods
 FE0605.and adjusted by the National Geodetic Survey in April 1999..
 FE0605
 FE0605.The orthometric height was determined by differential leveling
 FE0605.and adjusted by the National Geodetic Survey in June 1991..
 FE0605
 FE0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0605
 FE0605.The geoid height was determined by GEOID03.
 FE0605
 FE0605.The dynamic height is computed by dividing the NAVD 88
 FE0605.geopotential number by the normal gravity value computed on the
 FE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0605.degrees latitude (g = 980.6199 gals.).
 FE0605
 FE0605.The modeled gravity was interpolated from observed gravity values.
 FE0605
 FE0605;                    North         East     Units Scale Factor Converg.
 FE0605;SPC TN       -   149,237.346   336,183.878   MT  0.99995393   -1 42 20.4
 FE0605;SPC TN       -   489,622.86  1,102,963.27   sFT  0.99995393   -1 42 20.4
 FE0605;UTM  16      - 3,946,043.204   326,759.913   MT  0.99996984   -1 06 55.1
 FE0605
 FE0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0605!SPC TN       -   0.99998798  x   0.99995393  =   0.99994191
 FE0605!UTM  16      -   0.99998798  x   0.99996984  =   0.99995782
 FE0605
 FE0605|---------------------------------------------------------------------|
 FE0605| PID    Reference Object                     Distance      Geod. Az  |
 FE0605|                                                           dddmmss.s |
 FE0605| FE0606 SWAMP RM 1                           11.177 METERS 07134     |
 FE0605| FE0604 SWAMP RM 2                           11.690 METERS 25025     |
 FE0605| FE0599 DEER                                APPROX. 3.7 KM 2514956.6 |
 FE0605|---------------------------------------------------------------------|
 FE0605
 FE0605                          SUPERSEDED SURVEY CONTROL
 FE0605
 FE0605  NAD 83(1995)-  35 38 34.93463(N)    088 54 48.46928(W) AD(       ) 2
 FE0605  NAD 83(1986)-  35 38 34.94131(N)    088 54 48.46594(W) AD(       ) 2
 FE0605  NAD 27      -  35 38 34.67960(N)    088 54 48.24270(W) AD(       ) 2
 FE0605  NGVD 29 (??/??/??)  104.806  (m)          343.85   (f) ADJUSTED    2 0
 FE0605
 FE0605.Superseded values are not recommended for survey control.
 FE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0605.See file dsdata.txt to determine how the superseded data were derived.
 FE0605
 FE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2676046043(NAD 83)
 FE0605_MARKER: DE = TRAVERSE STATION DISK
 FE0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0605_STAMPING: SWAMP 1959
 FE0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0605+STABILITY: SURFACE MOTION
 FE0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0605+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0605
 FE0605  HISTORY     - Date     Condition        Report By
 FE0605  HISTORY     - 1959     MONUMENTED       CGS
 FE0605  HISTORY     - 1959     GOOD             CGS
 FE0605  HISTORY     - 1965     GOOD             CGS
 FE0605  HISTORY     - 20020910 GOOD             USACE
 FE0605
 FE0605                          STATION DESCRIPTION
 FE0605
 FE0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0605'THE STATION IS LOCATED IN LOW SWAMP AREA ALONG THE SOUTH RIGHT-OF-WAY
 FE0605'OF THE INTERSTATE HIGHWAY, ABOUT 4.0 MILES NORTHEAST OF
 FE0605'HUNTERSVILLE, 102 FEET SOUTH OF THE CENTER OF THE EAST LANE OF THE
 FE0605'INTERSTATE HIGHWAY, 39 FEET NORTH OF THE NORTH EDGE OF A POND, 37
 FE0605'FEET WEST-NORTHWEST OF A 40-INCH OAK TREE, 3 FEET NORTHEAST OF A
 FE0605'METAL WITNESS POST AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 FE0605'MARK IS A STANDARD TRAVERSE STATION MARK DISK CEMENTED IN THE TOP OF
 FE0605'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0605'STAMPED SWAMP 1959.
 FE0605'
 FE0605'REFERENCE MARK NO. 1 IS 102 FEET SOUTH OF THE CENTER OF THE EAST LANE
 FE0605'OF THE HIGHWAY, 11 FEET NORTH OF THE OAK TREE AND 3 FEET NORTH OF
 FE0605'THE RIGHT-OF-WAY FENCE.  THE MARK IS A STANDARD REFERENCE MARK DISK
 FE0605'SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 FE0605'GROUND AND IS STAMPED SWAMP NO 1 1959.
 FE0605'
 FE0605'REFERENCE MARK NO. 2 IS 102 FEET NORTH OF THE CENTER OF THE EAST LANE
 FE0605'OF THE HIGHWAY AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 FE0605'FENCE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 FE0605'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0605'STAMPED SWAMP NO 2 1959.
 FE0605'
 FE0605'TRAVERSE STATION DEER WILL SERVE AS THE AZIMUTH MARK.
 FE0605'
 FE0605'TO REACH THE STATION FRON THE SCHOOL ACROSS THE STREET FROM IKE SHAWS
 FE0605'STORE IN HUNTERSVILLE, GO EAST ON U.S.HIGHWAY NO. 70 FOR 1.4
 FE0605'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT ON HILLARD LANE AND GO
 FE0605'NORTH FOR 1.3 MILES TO A T-INTERSECTION, TURN RIGHT AND
 FE0605'GO EAST ON THE OILED ROAD FOR 1.6 MILES TO A SIDE ROAD ON THE LEFT,
 FE0605'TURN LEFT ON MILLERS ROAD AND GO NORTH FOR 0.5 MILES TO THE
 FE0605'INTERSTATE HIGHWAY, TURN RIGHT AND GO EAST FOR 0.3 MILE TO THE
 FE0605'STATION ON THE RIGHT AS DESCRIBED.
 FE0605'
 FE0605'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FE0605
 FE0605                          STATION RECOVERY (1959)
 FE0605
 FE0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0605'6 MI NW FROM JACKSON.
 FE0605'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0605'U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 2.3
 FE0605'MILES SOUTHWEST ON INTERSTATE HIGHWAY 40.  IT IS 200 FEET SOUTH
 FE0605'OF THE CENTER OF THE EAST LANE OF THE INTERSTATE HIGHWAY, 39
 FE0605'FEET NORTH OF THE NORTH EDGE OF A POND, 37 FEET WEST-NORTHWEST
 FE0605'OF A 40-INCH TREE, 3 FEET NORTH OF A WITNESS SIGN, AND 3 FEET
 FE0605'NORTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE TOP OF
 FE0605'A CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE0605'IT IS 1 MILE NORTHEAST OF NO. 2 (T.S.H.D.)
 FE0605
 FE0605                          STATION RECOVERY (1965)
 FE0605
 FE0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE0605'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 FE0605'RECOVERED AS DESCRIBED IN TENN. VOL. III, QUAD 350884, STATION
 FE0605'1004, AND WERE FOUND TO BE IN GOOD CONDITION.
 FE0605
 FE0605                          STATION RECOVERY (2002)
 FE0605
 FE0605'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0606 ***********************************************************************
 FE0606  DESIGNATION -  SWAMP RM 1
 FE0606  PID         -  FE0606
 FE0606  STATE/COUNTY-  TN/MADISON
 FE0606  USGS QUAD   -  ADAIR (1979)
 FE0606
 FE0606                         *CURRENT SURVEY CONTROL
 FE0606  ___________________________________________________________________
 FE0606* NAD 83(1986)-  35 38 33.     (N)    088 54 48.     (W)     SCALED    
 FE0606* NAVD 88     -       104.808  (meters)     343.86   (feet)  ADJUSTED  
 FE0606  ___________________________________________________________________
 FE0606  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0606  DYNAMIC HT  -         104.715 (meters)     343.55  (feet)  COMP
 FE0606  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0606
 FE0606  VERT ORDER  -  SECOND    CLASS 0
 FE0606
 FE0606.The horizontal coordinates were scaled from a topographic map and have
 FE0606.an estimated accuracy of +/- 6 seconds.
 FE0606
 FE0606.The orthometric height was determined by differential leveling
 FE0606.and adjusted by the National Geodetic Survey in June 1991..
 FE0606
 FE0606.The geoid height was determined by GEOID03.
 FE0606
 FE0606.The dynamic height is computed by dividing the NAVD 88
 FE0606.geopotential number by the normal gravity value computed on the
 FE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0606.degrees latitude (g = 980.6199 gals.).
 FE0606
 FE0606.The modeled gravity was interpolated from observed gravity values.
 FE0606
 FE0606;                    North         East    Units  Estimated Accuracy
 FE0606;SPC TN       -   149,180.      336,190.      MT  (+/- 180 meters Scaled)
 FE0606
 FE0606                          SUPERSEDED SURVEY CONTROL
 FE0606
 FE0606  NGVD 29 (??/??/??)  104.840  (m)          343.96   (f) ADJUSTED    2 0
 FE0606
 FE0606.Superseded values are not recommended for survey control.
 FE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0606.See file dsdata.txt to determine how the superseded data were derived.
 FE0606
 FE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE267459(NAD 83)
 FE0606_MARKER: DR = REFERENCE MARK DISK
 FE0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0606_STAMPING: SWAMP NO 1 1959
 FE0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0606+STABILITY: SURFACE MOTION
 FE0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0606+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0606
 FE0606  HISTORY     - Date     Condition        Report By
 FE0606  HISTORY     - 1959     MONUMENTED       CGS
 FE0606  HISTORY     - 1959     GOOD             CGS
 FE0606  HISTORY     - 20020910 GOOD             USACE
 FE0606
 FE0606                          STATION DESCRIPTION
 FE0606
 FE0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0606'6 MI NW FROM JACKSON.
 FE0606'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0606'U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 2.3
 FE0606'MILES SOUTHWEST ON INTERSTATE HIGHWAY 40.  IT IS 36.6 FEET
 FE0606'NORTHEAST OF THE STATION MARK, 102 FEET SOUTH OF THE CENTER OF THE
 FE0606'EAST LANE OF THE INTERSTATE HIGHWAY, 11 FEET NORTH OF AN OAK
 FE0606'TREE, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS
 FE0606'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE0606'SURROUNDING SURFACE.
 FE0606
 FE0606                          STATION RECOVERY (2002)
 FE0606
 FE0606'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0604 ***********************************************************************
 FE0604  DESIGNATION -  SWAMP RM 2
 FE0604  PID         -  FE0604
 FE0604  STATE/COUNTY-  TN/MADISON
 FE0604  USGS QUAD   -  ADAIR (1979)
 FE0604
 FE0604                         *CURRENT SURVEY CONTROL
 FE0604  ___________________________________________________________________
 FE0604* NAD 83(1986)-  35 38 33.     (N)    088 54 49.     (W)     SCALED    
 FE0604* NAVD 88     -       104.775  (meters)     343.75   (feet)  ADJUSTED  
 FE0604  ___________________________________________________________________
 FE0604  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0604  DYNAMIC HT  -         104.682 (meters)     343.44  (feet)  COMP
 FE0604  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0604
 FE0604  VERT ORDER  -  SECOND    CLASS 0
 FE0604
 FE0604.The horizontal coordinates were scaled from a topographic map and have
 FE0604.an estimated accuracy of +/- 6 seconds.
 FE0604
 FE0604.The orthometric height was determined by differential leveling
 FE0604.and adjusted by the National Geodetic Survey in June 1991..
 FE0604
 FE0604.The geoid height was determined by GEOID03.
 FE0604
 FE0604.The dynamic height is computed by dividing the NAVD 88
 FE0604.geopotential number by the normal gravity value computed on the
 FE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0604.degrees latitude (g = 980.6199 gals.).
 FE0604
 FE0604.The modeled gravity was interpolated from observed gravity values.
 FE0604
 FE0604;                    North         East    Units  Estimated Accuracy
 FE0604;SPC TN       -   149,180.      336,170.      MT  (+/- 180 meters Scaled)
 FE0604
 FE0604                          SUPERSEDED SURVEY CONTROL
 FE0604
 FE0604  NGVD 29 (??/??/??)  104.807  (m)          343.85   (f) ADJUSTED    2 0
 FE0604
 FE0604.Superseded values are not recommended for survey control.
 FE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0604.See file dsdata.txt to determine how the superseded data were derived.
 FE0604
 FE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE267459(NAD 83)
 FE0604_MARKER: DR = REFERENCE MARK DISK
 FE0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0604_STAMPING: SWAMP NO 2 1959
 FE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0604+STABILITY: SURFACE MOTION
 FE0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0604+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0604
 FE0604  HISTORY     - Date     Condition        Report By
 FE0604  HISTORY     - 1959     MONUMENTED       CGS
 FE0604  HISTORY     - 1959     GOOD             CGS
 FE0604  HISTORY     - 20020910 GOOD             USACE
 FE0604
 FE0604                          STATION DESCRIPTION
 FE0604
 FE0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0604'6 MI NW FROM JACKSON.
 FE0604'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0604'U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 2.3 MILES
 FE0604'SOUTHWEST ON INTERSTATE HIGHWAY 40.  IT IS 38.3 FEET SOUTHWEST
 FE0604'OF THE STATION MARK, 102 FEET NORTH OF THE CENTER OF THE EAST LANE
 FE0604'OF THE INTERSTATE HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 FE0604'FENCE.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 FE0604'FLUSH WITH THE SURROUNDING SURFACE.
 FE0604
 FE0604                          STATION RECOVERY (2002)
 FE0604
 FE0604'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1674 ***********************************************************************
 FC1674  DESIGNATION -  SWEETWATER
 FC1674  PID         -  FC1674
 FC1674  STATE/COUNTY-  TN/MONROE
 FC1674  USGS QUAD   -  PHILADELPHIA (1974)
 FC1674
 FC1674                         *CURRENT SURVEY CONTROL
 FC1674  ___________________________________________________________________
 FC1674* NAD 83(1995)-  35 37 32.37875(N)    084 28 41.46962(W)     ADJUSTED  
 FC1674* NAVD 88     -       369.9    (meters)    1214.     (feet)  VERTCON   
 FC1674  ___________________________________________________________________
 FC1674  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FC1674  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC1674
 FC1674  HORZ ORDER  -  SECOND
 FC1674
 FC1674.The horizontal coordinates were established by classical geodetic methods
 FC1674.and adjusted by the National Geodetic Survey in April 1999..
 FC1674
 FC1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1674
 FC1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1674
 FC1674.The geoid height was determined by GEOID03.
 FC1674
 FC1674;                    North         East     Units Scale Factor Converg.
 FC1674;SPC TN       -   144,454.252   737,846.124   MT  0.99995498   +0 53 27.3
 FC1674;SPC TN       -   473,930.33  2,420,750.16   sFT  0.99995498   +0 53 27.3
 FC1674;UTM  16      - 3,945,358.695   728,378.277   MT  1.00024277   +1 28 10.4
 FC1674
 FC1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1674!SPC TN       -   0.99994672  x   0.99995498  =   0.99990170
 FC1674!UTM  16      -   0.99994672  x   1.00024277  =   1.00018948
 FC1674
 FC1674|---------------------------------------------------------------------|
 FC1674| PID    Reference Object                     Distance      Geod. Az  |
 FC1674|                                                           dddmmss.s |
 FC1674| CZ4597 SWEETWATER RM 4                      31.577 METERS 04047     |
 FC1674| CZ4594 SWEETWATER RM 1                      31.251 METERS 04507     |
 FC1674| FC1673 PHILADELPHIA HOSIERY MILL TANK      APPROX. 8.8 KM 0492602.3 |
 FC1674| FC1669 SWEETWATER BLACK MUNICIPAL TK       APPROX. 3.0 KM 1603542.4 |
 FC1674| CZ4593 SWEETWATER AZ MK RESET                             1665657.9 |
 FC1674| CZ4592 SWEETWATER AZ MK                                   1671217.6 |
 FC1674| CZ4595 SWEETWATER RM 2                      31.971 METERS 17433     |
 FC1674| CZ4596 SWEETWATER RM 3                      22.539 METERS 22047     |
 FC1674|---------------------------------------------------------------------|
 FC1674
 FC1674                          SUPERSEDED SURVEY CONTROL
 FC1674
 FC1674  NAD 83(1995)-  35 37 32.38435(N)    084 28 41.46965(W) AD(       ) 2
 FC1674  NAD 83(1986)-  35 37 32.38938(N)    084 28 41.46788(W) AD(       ) 2
 FC1674  NAD 27      -  35 37 32.12100(N)    084 28 41.72300(W) AD(       ) 2
 FC1674  NGVD 29 (07/19/86)  370.0    (m)         1214.     (f) VERT ANG       
 FC1674
 FC1674.Superseded values are not recommended for survey control.
 FC1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1674.See file dsdata.txt to determine how the superseded data were derived.
 FC1674
 FC1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2837845359(NAD 83)
 FC1674_MARKER: DS = TRIANGULATION STATION DISK
 FC1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1674
 FC1674  HISTORY     - Date     Condition        Report By
 FC1674  HISTORY     - 1934     MONUMENTED       CGS
 FC1674  HISTORY     - 1949     GOOD             TVA
 FC1674  HISTORY     - 1961     GOOD             CGS
 FC1674  HISTORY     - 1969     GOOD             CGS
 FC1674  HISTORY     - 1980     GOOD             NGS
 FC1674
 FC1674                          STATION DESCRIPTION
 FC1674
 FC1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1674'ABOUT 2-1/4 MILES NORTH-NORTHWEST OF SWEETWATER, 1-1/2 MILES WEST OF
 FC1674'U.S. ROUTE 11, SOUTH OF TENNESSEE RIVER, ON HIGH GROUND ON
 FC1674'BLACK OAK RIDGE, ON SUMMIT OF SMALL HILL OVERLOOKING SWEETWATER, AND
 FC1674'ON PROPERTY OF MARY SHERMAN, 50 YARDS SOUTHWEST OF HER HOUSE,
 FC1674'31.0 FEET WEST OF CENTER OF ROUGH DIRT ROAD LEADING TO STATION, AND
 FC1674'24 FEET WEST OF DEAD SNAG. TO REACH FROM CENTER OF
 FC1674'SWEETWATER, FOLLOW U.S. ROUTE 11 NORTH 0.75 MILE TO NORTH EDGE OF
 FC1674'TOWN, TURN WEST ONTO GRAVEL ROAD AND GO 1.65 MILES, TURN
 FC1674'RIGHT ONTO FARM ROAD AT FRAME CHURCH AND GO 0.2 MILE TO TOP OF
 FC1674'GRADE AND STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FC1674'DISKS IN CONCRETE.  REFERENCE AND
 FC1674'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO
 FC1674'1 IS ALONG BACKBONE OF HILL, AT WEST EDGE OF ROAD, AND 102.56
 FC1674'FEET FROM STATION. NO 2 ON EAST SIDE OF
 FC1674'ROAD, 20 FEET SOUTHWEST OF SOUTHWEST CORNER OF BARN, AND
 FC1674'104.89 FEET (SLOPE DISTANCE) FROM STATION S 05 DEG 27 MIN E.
 FC1674'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 187.6 FEET
 FC1674'(SLOPE DISTANCE). AZIMUTH MARK IS 25 YARDS EAST OF FRAME CHURCH, 20
 FC1674'FEET SOUTH OF CENTER OF ROAD, ON SOUTH SIDE OF GRAVEL ROAD, AND ABOUT
 FC1674'1/4 MILE FROM STATION.
 FC1674
 FC1674                          STATION RECOVERY (1949)
 FC1674
 FC1674'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1674'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED SWEETWATER 1934.
 FC1674'STEEL POST WITH CONTROL MARKER SET AT NW EDGE OF THE STATION.
 FC1674'
 FC1674'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 FC1674'
 FC1674'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS STAMPED
 FC1674'SWEETWATER AZI 1934. STEEL POST WITH CONTROL MARKER SIGN SET
 FC1674'AT S EDGE OF MONUMENT.
 FC1674
 FC1674                          STATION RECOVERY (1961)
 FC1674
 FC1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1674'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AS DESCRIBED AND IN
 FC1674'GOOD CONDITION, A DIFFERENCE WAS FOUND IN THE MEASUREMENT.
 FC1674'REFERENCE MARK NO. 2 WAS NOT RECOVERED. REFERENCE MARK NO. 3 WAS
 FC1674'ESTABLISHED BY THIS PARTY. THE AZIMUTH MARK WAS FOUND AS
 FC1674'DESCRIBED, BUT WITH THE EARTH ERODED AWAY FROM THE MONUMENT. THE
 FC1674'MONUMENT WAS MOVED, SET IN CONCRETE AND THE DISK STAMPED RESET
 FC1674'1961.
 FC1674'
 FC1674'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF
 FC1674'SWEETWATER, 1-1/2 MILES WEST OF U.S. HIGHWAY 11, SOUTH OF THE
 FC1674'TENNESSEE RIVER, ON HIGH GROUND ON BLACK OAK RIDGE, 21 FEET WEST OF A
 FC1674'TRACK ROAD.
 FC1674'
 FC1674'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO NORTH ON
 FC1674'U.S. HIGHWAY 11 FOR 0.5 MILE TO A SIGNAL LIGHT AND T ROAD
 FC1674'LEFT, OAKLAND RD., TURN LEFT AND GO 0.6 MILES TO A STORE, OAKLAND
 FC1674'GROCERY AND T ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A
 FC1674'FORK. TAKE THE LEFT FORK AND GO 0.4 MILE TO A CROSSROAD, JUST AFTER
 FC1674'PASSING THE AZIMUTH MARK AND A CHURCH ON THE LEFT, TURN RIGHT
 FC1674'ON TO THE CROSSROAD AND GO 0.2 MILE TO THE CREST OF THE HILL AND THE
 FC1674'STATION ON THE LEFT.
 FC1674'
 FC1674'THE STATION MARK IS A STANDARD DISC, IT PROJECTS 5 INCHES AND IS 47
 FC1674'FEET SOUTHEAST OF A 10-INCH CEDAR TREE, 21 FEET WEST OF THE
 FC1674'CENTER OF THE TRACK ROAD AND 9 INCHES EAST OF A METAL WITNESS POST.
 FC1674'IT IS STAMPED SWEETWATER 1934.
 FC1674'
 FC1674'REFERENCE MARK NO. 1 IS A STANDARD DISC, IT PROJECTS 2 INCHES AND IS
 FC1674'13 FEET SOUTHEAST OF A 20-INCH POPLAR TREE, 9.6 FEET WEST OF THE
 FC1674'TRACK ROAD AND IS ABOUT 1 FOOT LOWER THAN THE ROAD SURFACE. IT IS
 FC1674'STAMPED SWEETWATER 1934 NO 1.
 FC1674'
 FC1674'REFERENCE MARK NO. 3 IS A STANDARD DISC, IT PROJECTS 4 INCHES AND IS
 FC1674'48 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 3 FEET NORTHWEST OF
 FC1674'A SMALL PERSIMMON TREE.  IT IS STAMPED SWEETWATER 1934 NO 3.
 FC1674'
 FC1674'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISC, IT IS A FLUSH
 FC1674'MARK AND IS 98 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH
 FC1674'POINT, C.C.P. CHURCH, 27 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 12
 FC1674'1/2 FEET SOUTH OF A TELEPHONE LINE BRACE POLE AND 2.3 FEET WEST OF
 FC1674'A METAL WITNESS POST. IT IS STAMPED SWEETWATER AZI 1934 RESET 1961.
 FC1674
 FC1674                          STATION RECOVERY (1969)
 FC1674
 FC1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC1674'THE STATION MARK, REFERENCE MARK NO. 3 AND THE RESET AZIMUTH MARK
 FC1674'WERE RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS
 FC1674'FOUND DESTROYED BY GRADING OPERATIONS, AND A NEW REFERENCE MARK NO. 4
 FC1674'WAS ESTABLISHED THIS DATE.  THE STATION WAS OCCUPIED AND ALL
 FC1674'HORIZONTAL ANGLES OBSERVED AND HORIZONTAL DISTANCES MEASURED.  A
 FC1674'DISCREPANCY OF MINUS 00 DEG 01 MIN 25.4 SEC WAS NOTED IN THE
 FC1674'HORIZONTAL ANGLE BETWEEN THE 1961 RESET AZ MK AND REFERENCE MK NO. 3
 FC1674'AND MINUS 0.04
 FC1674'OF A
 FC1674'FOOT IN THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND THIS
 FC1674'REFERENCE MARK.
 FC1674'
 FC1674'FOLLOWING IS A NEW AND COMPLETE DISCRIPTION.
 FC1674'
 FC1674'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHWEST OF THE CENTER
 FC1674'OF SWEETWATER ON THE TOP OF A SMALL WOODED KNOLL ON BLACK
 FC1674'OAK RIDGE SOUTH OF THE TENNESSEE RIVER.
 FC1674'
 FC1674'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO
 FC1674'NORTH-EASTERLY ON U. S. HIGHWAY 11 FOR 0.55 OF A MILE TO
 FC1674'OAKLAND DRIVE ON THE LEFT. HERE TURN LEFT ON OAKLAND DRIVE AND GO
 FC1674'WESTERLY FOR 0.6 OF A MILE TO THE OAKLAND STORE IN THE
 FC1674'NORTHEAST ANGLE OF A T ROAD RIGHT. HERE TURN RIGHT AND GO NORTHERLY
 FC1674'ON COUNTY ROAD S 2507 FOR 0.6 OF A MILE TO A FORK AT COUNTY
 FC1674'ROAD 2507, TURN LEFT ON COUNTY ROAD 2507 AND GO WESTERLY FOR 0.4 OF A
 FC1674'MILE TO THE NORTH POINT CUMBERLAND PRESBYTERIAN CHURCH ON THE
 FC1674'LEFT AND THE AZIMUTH MARK AS DESCRIBED. CONTINUE WESTERLY ON COUNTY
 FC1674'ROAD 2507 FOR 0.05 OF A MILE TO A GRAVELED DRIVE ON THE RIGHT,
 FC1674'TURN RIGHT ON THIS GRAVELED DRIVE AND GO NORTH AND
 FC1674'NORTHEASTERLY FOR 0.2 OF A MILE TO AN OLD ABANDONED FARM HOUSE ON THE
 FC1674'RIGHT AND THE STATION ON THE LEFT.
 FC1674'
 FC1674'THE STATION IS 47 FEET WEST OF AND ACROSS THE GRAVELED DRIVE FROM A
 FC1674'16-INCH CEDAR TREE, 44 FEET NORTH OF THE CENTER OF AN OLD
 FC1674'BRICK CISTERN, 18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FC1674'GRAVELED DRIVE, 1.0 FEET SOUTHEAST OF A METAL WITNESS
 FC1674'POST AND SIGN, AND NEAR THE SOUTHEAST CORNER OF THE WOODS. IT IS A
 FC1674'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FC1674'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED SWEETWATER
 FC1674'1934.
 FC1674'
 FC1674'REFERENCE MARK NO. 3 IS LOCATED IN AN OPEN CLEARING SOUTHWEST OF THE
 FC1674'STATION, 86 FEET EAST OF A UTILITY POLE AT THE EDGE OF THE CLEARING,
 FC1674'63 FEET SOUTHWEST OF THE CENTER OF THE OLD BRICK CISTERN, 59 FEET
 FC1674'NORTHEAST OF AN 8-INCH TULIP POPLAR TREE, 49 FEET NORTHWEST OF THE
 FC1674'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, AND ABOUT 4 FEET BELOW
 FC1674'THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN
 FC1674'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FC1674'INCHES AND THE DISK IS STAMPED SWEETWATER NO 3 1934.
 FC1674'
 FC1674'REFERENCE MARK NO. 4 IS LOCATED AT THE SOUTH EDGE OF THE WOODS
 FC1674'NORTHEAST OF THE STATION, 27 FEET NORTHWEST AND ACROSS THE
 FC1674'GRAVELED DRIVEWAY FROM A 12-INCH CEDAR TREE, 17 FEET NORTHWEST OF THE
 FC1674'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, 12 FEET WEST-SOUTHWEST
 FC1674'OF A 24-INCH, TRIANGLE BLAZED POPLAR TREE, AND ABOUT 2 FEET BELOW THE
 FC1674'ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN THE
 FC1674'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1674'STAMPED SWEETWATER 1934 NO 4 1969.
 FC1674'
 FC1674'DUE TO THE REFERENCE MARKS BEING VERY NEARLY IN A LINE ACROSS THE
 FC1674'STATION MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 FC1674'
 FC1674'THE AZIMUTH MARK IS 99 FEET EAST OF THE NORTHEAST CORNER OF THE NORTH
 FC1674'POINT CUMBERLAND PRESBYTERIAN CHURCH, 41 FEET EAST OF A
 FC1674'POWERLINE POLE, 28 FEET EAST OF A 14-INCH, TRIANGLE BLAZED WHITE OAK
 FC1674'TREE, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 FC1674'ROAD 2507, 13 FEET SOUTHWEST OF A TELEPHONE LINE BRACE POLE, AND 2.0
 FC1674'FEET WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FC1674'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 FC1674'CONCRETE MONUMENT AND THE DISK IS STAMPED SWEETATER AZI 1934 RESET
 FC1674'1961.
 FC1674'
 FC1674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2.5 MILES
 FC1674'NORTH-NORTHWEST OF SWEETWATER.
 FC1674
 FC1674                          STATION RECOVERY (1980)
 FC1674
 FC1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC1674'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE MARKS ARE
 FC1674'NOW ON THE PROPERTY OF MRS. PEARL J. JONES, ROUTE 3, BOX 58,
 FC1674'SWEETWATER, TENNESSEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1669 ***********************************************************************
 FC1669  DESIGNATION -  SWEETWATER BLACK MUNICIPAL TK
 FC1669  PID         -  FC1669
 FC1669  STATE/COUNTY-  TN/MONROE
 FC1669  USGS QUAD   -  SWEETWATER (1989)
 FC1669
 FC1669                         *CURRENT SURVEY CONTROL
 FC1669  ___________________________________________________________________
 FC1669* NAD 83(1995)-  35 36 01.73196(N)    084 28 02.37428(W)     ADJUSTED  
 FC1669* NAVD 88     -                                                        
 FC1669  ___________________________________________________________________
 FC1669  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FC1669  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC1669
 FC1669  HORZ ORDER  -  THIRD
 FC1669
 FC1669.The horizontal coordinates were established by classical geodetic methods
 FC1669.and adjusted by the National Geodetic Survey in April 1999..
 FC1669
 FC1669
 FC1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1669
 FC1669.The geoid height was determined by GEOID03.
 FC1669
 FC1669;                    North         East     Units Scale Factor Converg.
 FC1669;SPC TN       -   141,676.338   738,873.475   MT  0.99995667   +0 53 50.2
 FC1669;SPC TN       -   464,816.45  2,424,120.73   sFT  0.99995667   +0 53 50.2
 FC1669;UTM  16      - 3,942,590.487   729,433.913   MT  1.00024873   +1 28 30.0
 FC1669
 FC1669                          SUPERSEDED SURVEY CONTROL
 FC1669
 FC1669  NAD 83(1995)-  35 36 01.73751(N)    084 28 02.37414(W) AD(       ) 4
 FC1669  NAD 83(1986)-  35 36 01.74267(N)    084 28 02.37244(W) AD(       ) 4
 FC1669  NAD 27      -  35 36 01.48000(N)    084 28 02.63000(W) AD(       ) 3
 FC1669
 FC1669.Superseded values are not recommended for survey control.
 FC1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1669.See file dsdata.txt to determine how the superseded data were derived.
 FC1669
 FC1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2943442590(NAD 83)
 FC1669_MARKER: 51 = TANK
 FC1669
 FC1669  HISTORY     - Date     Condition        Report By
 FC1669  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1669  HISTORY     - 1949     GOOD             TVA
 FC1669
 FC1669                          STATION DESCRIPTION
 FC1669
 FC1669'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1669'STATION RECOVERED IN GOOD CONDITION. WATER TANK HAS BEEN PAINTED
 FC1669'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2523 ***********************************************************************
 GC2523  DESIGNATION -  SYCAMORE
 GC2523  PID         -  GC2523
 GC2523  STATE/COUNTY-  TN/CHEATHAM
 GC2523  USGS QUAD   -  ASHLAND CITY (1987)
 GC2523
 GC2523                         *CURRENT SURVEY CONTROL
 GC2523  ___________________________________________________________________
 GC2523* NAD 83(1995)-  36 18 26.35588(N)    087 01 03.17647(W)     ADJUSTED  
 GC2523* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 GC2523  ___________________________________________________________________
 GC2523  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GC2523  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2523
 GC2523  HORZ ORDER  -  SECOND
 GC2523
 GC2523.The horizontal coordinates were established by classical geodetic methods
 GC2523.and adjusted by the National Geodetic Survey in April 1999..
 GC2523
 GC2523.The orthometric height was scaled from a topographic map.
 GC2523
 GC2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2523
 GC2523.The geoid height was determined by GEOID03.
 GC2523
 GC2523;                    North         East     Units Scale Factor Converg.
 GC2523;SPC TN       -   219,490.249   508,614.565   MT  0.99998243   -0 35 44.6
 GC2523;SPC TN       -   720,110.93  1,668,679.62   sFT  0.99998243   -0 35 44.6
 GC2523;UTM  16      - 4,018,035.872   498,424.508   MT  0.99960003   -0 00 37.4
 GC2523
 GC2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2523!SPC TN       -   0.99996868  x   0.99998243  =   0.99995111
 GC2523!UTM  16      -   0.99996868  x   0.99960003  =   0.99956872
 GC2523
 GC2523|---------------------------------------------------------------------|
 GC2523| PID    Reference Object                     Distance      Geod. Az  |
 GC2523|                                                           dddmmss.s |
 GC2523| CG7615 SYCAMORE RM 1                        28.655 METERS 07203     |
 GC2523| CG7614 SYCAMORE AZ MK                                     2770813.2 |
 GC2523| CG7616 SYCAMORE RM 2                        26.658 METERS 27926     |
 GC2523|---------------------------------------------------------------------|
 GC2523
 GC2523                          SUPERSEDED SURVEY CONTROL
 GC2523
 GC2523  NAD 83(1995)-  36 18 26.35746(N)    087 01 03.17832(W) AD(       ) 2
 GC2523  NAD 83(1995)-  36 18 26.35953(N)    087 01 03.17965(W) AD(       ) 2
 GC2523  NAD 83(1986)-  36 18 26.36580(N)    087 01 03.17967(W) AD(       ) 2
 GC2523  NAD 27      -  36 18 26.17500(N)    087 01 03.17200(W) AD(       ) 2
 GC2523
 GC2523.Superseded values are not recommended for survey control.
 GC2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2523.See file dsdata.txt to determine how the superseded data were derived.
 GC2523
 GC2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9842518036(NAD 83)
 GC2523_MARKER: DS = TRIANGULATION STATION DISK
 GC2523_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2523
 GC2523  HISTORY     - Date     Condition        Report By
 GC2523  HISTORY     - 1953     MONUMENTED       CGS
 GC2523
 GC2523                          STATION DESCRIPTION
 GC2523
 GC2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2523'STATION IS LOCATED ON THE PROPERTY OF NELLIE C. WINTERS, ALONG THE
 GC2523'NORTH SIDE OF A PAVED ROAD, 3-1/2 MILES NORTHEAST OF ASHLAND CITY.
 GC2523'IT IS 33 FEET NORTH OF THE CENTER OF THE ROAD AND 12 FEET NORTH OF A
 GC2523'WHITE WITNESS POST AND FENCE.  THE MARK IS 12 INCHES UNDERGROUND
 GC2523'AND THE DISK IS STAMPED SYCAMORE 1953.
 GC2523'
 GC2523'REFERENCE MARK NO. 1 IS 71 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 GC2523'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2523'THE DISK IS STAMPED SYCAMORE NO 1 1953.
 GC2523'
 GC2523'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 GC2523'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2523'THE DISK IS STAMPED SYCAMORE NO 2 1953.
 GC2523'
 GC2523'AZIMUTH MARK IS 40 FEET NORTHEAST OF THE INTERSECTION OF A PAVED ROAD
 GC2523'AND A GRAVEL ROAD, 20 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC2523'AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GC2523'ABOUT 2 INCHES AND THE DISK IS STAMPED SYCAMORE 1953.
 GC2523'
 GC2523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2523'ASHLAND CITY, GO NORTH ON HIGHWAY 49 FOR 2.15 MILES TO A PAVED
 GC2523'ROAD RIGHT.  TURN RIGHT ON PAVED ROAD AND GO EAST FOR 1.65 MILES TO A
 GC2523'GRAVEL ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2523'CONTINUE ON PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 GC2523'DESCRIBED.
 GC2523'
 GC2523'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4384 ***********************************************************************
 AA4384  SACS        -  This is a Secondary Airport Control Station.
 AA4384  DESIGNATION -  SYI AP 1971 STA A
 AA4384  PID         -  AA4384
 AA4384  STATE/COUNTY-  TN/BEDFORD
 AA4384  USGS QUAD   -  DEASON (1981)
 AA4384
 AA4384                         *CURRENT SURVEY CONTROL
 AA4384  ___________________________________________________________________
 AA4384* NAD 83(1995)-  35 34 01.01706(N)    086 26 31.46816(W)     ADJUSTED  
 AA4384* NAVD 88     -       242.76   (+/-2cm)     796.5    (feet)  VERTCON   
 AA4384  ___________________________________________________________________
 AA4384  X           -     322,343.925 (meters)                     COMP
 AA4384  Y           -  -5,184,257.199 (meters)                     COMP
 AA4384  Z           -   3,689,337.589 (meters)                     COMP
 AA4384  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AA4384  ELLIP HEIGHT-         214.65  (meters)          (02/25/99) GPS OBS
 AA4384  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA4384
 AA4384  HORZ ORDER  -  FIRST
 AA4384  VERT ORDER  -  THIRD ? (See Below)
 AA4384  ELLP ORDER  -  FOURTH    CLASS II
 AA4384
 AA4384.This mark is at Shelbyville Airport (SYI)
 AA4384
 AA4384.The horizontal coordinates were established by GPS observations
 AA4384.and adjusted by the National Geodetic Survey in February 1999..
 AA4384
 AA4384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4384
 AA4384.GPS derived orthometric heights for airport stations designated as
 AA4384.PACS or SACS are published to 2 decimal places.  This maintains
 AA4384.centimeter relative accuracy between the PACS and SACS.  It does
 AA4384.not indicate centimeter accuracy relative to other marks which are
 AA4384.part of the NAVD 88 network.
 AA4384.The vertical order pertains to the NGVD 29 superseded value.
 AA4384
 AA4384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4384
 AA4384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4384
 AA4384.The ellipsoidal height was determined by GPS observations
 AA4384.and is referenced to NAD 83.
 AA4384
 AA4384.The geoid height was determined by GEOID03.
 AA4384
 AA4384;                    North         East     Units Scale Factor Converg.
 AA4384;SPC TN       -   136,959.148   559,925.930   MT  0.99995921   -0 15 31.7
 AA4384;SPC TN       -   449,340.14  1,837,023.66   sFT  0.99995921   -0 15 31.7
 AA4384;UTM  16      - 3,936,061.704   550,558.234   MT  0.99963150   +0 19 28.3
 AA4384
 AA4384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4384!SPC TN       -   0.99996631  x   0.99995921  =   0.99992552
 AA4384!UTM  16      -   0.99996631  x   0.99963150  =   0.99959782
 AA4384
 AA4384                          SUPERSEDED SURVEY CONTROL
 AA4384
 AA4384  NAD 83(1995)-  35 34 01.01846(N)    086 26 31.47050(W) AD(       ) 1
 AA4384  ELLIP H (09/30/94)  214.59   (m)                       GP(       ) 4 2
 AA4384  NGVD 29 (09/30/94)  242.76   (m)          796.5    (f) LEVELING    3  
 AA4384
 AA4384.Superseded values are not recommended for survey control.
 AA4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4384.See file dsdata.txt to determine how the superseded data were derived.
 AA4384
 AA4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5055836062(NAD 83)
 AA4384_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4384_SP_SET: CONCRETE POST
 AA4384_STAMPING: AP 1971 STA A
 AA4384_MARK LOGO: NGS   
 AA4384_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4384+STABILITY: SURFACE MOTION
 AA4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4384+SATELLITE: SATELLITE OBSERVATIONS - 1971
 AA4384
 AA4384  HISTORY     - Date     Condition        Report By
 AA4384  HISTORY     - 1971     MONUMENTED       NGS
 AA4384  HISTORY     - 19860311 GOOD             NGS
 AA4384
 AA4384                          STATION DESCRIPTION
 AA4384
 AA4384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 AA4384'STATION IS LOCATED ON THE BOMAR FIELD - SHELBYVILLE MUNICIPAL AIRPORT
 AA4384'WHICH IS ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF SHELBYVILLE, TN AND
 AA4384'1.8 MI (2.9 KM) SOUTH OF THE INTERSECTION OF US HIGHWAY 231 AND STATE
 AA4384'HIGHWAY 82. TO REACH FROM THE TERMINAL RAMP PROCEED TO A TAXIWAY
 AA4384'RUNNING PARALLEL WITH THE RUNWAY.  TURN NORTH ONTO TAXIWAY AND PROCEED
 AA4384'0.5 MI (0.8 KM) TO NORTH END OF THE RUNWAY, CROSS RUNWAY TO STATION ON
 AA4384'EAST SIDE ABOUT ON LINE WITH THE END OF THE RUNWAY. IT IS 191.2 FT
 AA4384'(58.3 M) ENE OF THE FIRST RUNWAY LIGHT SOUTH OF THE END OF THE RUNWAY,
 AA4384'150.0 FT (45.7 M) EAST OF THE CENTERLINE END OF RUNWAY 18 AND 75.8 FT
 AA4384'(23.1 M) ESE OF A STROBE LIGHT.
 AA4384
 AA4384                          STATION RECOVERY (1986)
 AA4384
 AA4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AA4384'THE STATION IS LOCATED IN THE GRASS AREA EAST OF RUNWAY END 18.  IT IS
 AA4384'191.2 FEET (58.3 M) ENE OF THE FIRST RUNWAY LIGHT SOUTH OF THE RUNWAY
 AA4384'END, 150.0 FEET (45.7 M) EAST OF THE CENTERLINE END OF RUNWAY 18, AND
 AA4384'75.8 FEET (23.1 M) ESE OF THE STROBE LIGHT ON LINE WITH THE THRESHOLD
 AA4384'LIGHTS.  THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A
 AA4384'10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND IS
 AA4384'STAMPED AP 1971 STA A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4385 ***********************************************************************
 AA4385  SACS        -  This is a Secondary Airport Control Station.
 AA4385  DESIGNATION -  SYI AP 1971 STA B
 AA4385  PID         -  AA4385
 AA4385  STATE/COUNTY-  TN/BEDFORD
 AA4385  USGS QUAD   -  DEASON (1981)
 AA4385
 AA4385                         *CURRENT SURVEY CONTROL
 AA4385  ___________________________________________________________________
 AA4385* NAD 83(1995)-  35 33 11.57008(N)    086 26 30.76091(W)     ADJUSTED  
 AA4385* NAVD 88     -       241.16   (+/-2cm)     791.2    (feet)  VERTCON   
 AA4385  ___________________________________________________________________
 AA4385  X           -     322,416.621 (meters)                     COMP
 AA4385  Y           -  -5,185,139.333 (meters)                     COMP
 AA4385  Z           -   3,688,096.853 (meters)                     COMP
 AA4385  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AA4385  ELLIP HEIGHT-         213.00  (meters)          (02/25/99) GPS OBS
 AA4385  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA4385
 AA4385  HORZ ORDER  -  FIRST
 AA4385  VERT ORDER  -  THIRD ? (See Below)
 AA4385  ELLP ORDER  -  FOURTH    CLASS II
 AA4385
 AA4385.This mark is at Shelbyville Airport (SYI)
 AA4385
 AA4385.The horizontal coordinates were established by GPS observations
 AA4385.and adjusted by the National Geodetic Survey in February 1999..
 AA4385
 AA4385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4385
 AA4385.GPS derived orthometric heights for airport stations designated as
 AA4385.PACS or SACS are published to 2 decimal places.  This maintains
 AA4385.centimeter relative accuracy between the PACS and SACS.  It does
 AA4385.not indicate centimeter accuracy relative to other marks which are
 AA4385.part of the NAVD 88 network.
 AA4385.The vertical order pertains to the NGVD 29 superseded value.
 AA4385
 AA4385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4385
 AA4385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4385
 AA4385.The ellipsoidal height was determined by GPS observations
 AA4385.and is referenced to NAD 83.
 AA4385
 AA4385.The geoid height was determined by GEOID03.
 AA4385
 AA4385;                    North         East     Units Scale Factor Converg.
 AA4385;SPC TN       -   135,435.204   559,936.859   MT  0.99996035   -0 15 31.3
 AA4385;SPC TN       -   444,340.33  1,837,059.51   sFT  0.99996035   -0 15 31.3
 AA4385;UTM  16      - 3,934,538.451   550,584.667   MT  0.99963153   +0 19 28.3
 AA4385
 AA4385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4385!SPC TN       -   0.99996657  x   0.99996035  =   0.99992692
 AA4385!UTM  16      -   0.99996657  x   0.99963153  =   0.99959811
 AA4385
 AA4385                          SUPERSEDED SURVEY CONTROL
 AA4385
 AA4385  NAD 83(1995)-  35 33 11.57146(N)    086 26 30.76286(W) AD(       ) 1
 AA4385  ELLIP H (09/30/94)  212.98   (m)                       GP(       ) 4 2
 AA4385  NGVD 29 (09/30/94)  241.16   (m)          791.2    (f) LEVELING    3  
 AA4385
 AA4385.Superseded values are not recommended for survey control.
 AA4385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4385.See file dsdata.txt to determine how the superseded data were derived.
 AA4385
 AA4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5058534538(NAD 83)
 AA4385_MARKER: DE = TRAVERSE STATION DISK
 AA4385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4385_SP_SET: CONCRETE POST
 AA4385_STAMPING: AP 1971 STA B
 AA4385_MARK LOGO: NGS   
 AA4385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4385+STABILITY: SURFACE MOTION
 AA4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4385+SATELLITE: SATELLITE OBSERVATIONS - 1971
 AA4385
 AA4385  HISTORY     - Date     Condition        Report By
 AA4385  HISTORY     - 1971     MONUMENTED       NGS
 AA4385  HISTORY     - 19860311 GOOD             NGS
 AA4385
 AA4385                          STATION DESCRIPTION
 AA4385
 AA4385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 AA4385'STATION IS LOCATED ON THE BOMAR FIELD - SHELBYVILLE MUNICIPAL AIRPORT
 AA4385'WHICH IS ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF SHELBYVILLE, TN AND
 AA4385'1.8 MI (2.9 KM) SOUTH OF THE INTERSECTION OF US HIGHWAY 231 AND STATE
 AA4385'HIGHWAY 82. TO REACH FROM THE TERMINAL RAMP PROCEED TO A TAXIWAY
 AA4385'RUNNING PARALLEL WITH THE RUNWAY.  TURN SOUTH ONTO TAXIWAY AND PROCEED
 AA4385'FOR ABOUT 0.5 MI (0.8 KM) TO THE SOUTH END OF THE RUNWAY, CROSS RUNWAY
 AA4385'TO STATION ON WEST SIDE ABOUT ON LINE WITH THE RUNWAY END. IT IS 183.7
 AA4385'FT (56.0 M) SSE OF THE FIRST RUNWAY LIGHT NORTH OF THE END OF THE
 AA4385'RUNWAY, 150.0 FT (45.7 M) E OF THE CENTERLINE END OF THE RUNWAY AND
 AA4385'74.8 FT (22.8 M) ENE OF A STROBE LIGHT,
 AA4385
 AA4385                          STATION RECOVERY (1986)
 AA4385
 AA4385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AA4385'THE STATION IS LOCATED IN THE GRASS AREA EAST OF RUNWAY END 36.  IT IS
 AA4385'183.7 FEET (56.0 M) SSE OF THE FIRST RUNWAY LIGHT NORH OF THE RUNWAY
 AA4385'END, 150.0 FEET (45.7 M) EAST OF THE CENTERLINE END OF RUNWAY END 36,
 AA4385'AND 74.8 FEET (22.8 M) ENE OF THE STROBE LIGHT ON LINE WITH THE
 AA4385'THRESHOLD LIGHTS.  THE STATION IS A STANDARD TRAVERSE STATION DISK SET
 AA4385'IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND
 AA4385'IS STAMPED AP 1971 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2564 ***********************************************************************
 GC2564  DESIGNATION -  SYLVIA ST FOREST LOT HR 32
 GC2564  PID         -  GC2564
 GC2564  STATE/COUNTY-  TN/DICKSON
 GC2564  USGS QUAD   -  VANLEER (1983)
 GC2564
 GC2564                         *CURRENT SURVEY CONTROL
 GC2564  ___________________________________________________________________
 GC2564* NAD 83(1995)-  36 09 05.56465(N)    087 25 33.48513(W)     ADJUSTED  
 GC2564* NAVD 88     -                                                        
 GC2564  ___________________________________________________________________
 GC2564  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GC2564  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC2564
 GC2564  HORZ ORDER  -  THIRD
 GC2564
 GC2564.The horizontal coordinates were established by classical geodetic methods
 GC2564.and adjusted by the National Geodetic Survey in April 1999..
 GC2564
 GC2564
 GC2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2564
 GC2564.The geoid height was determined by GEOID03.
 GC2564
 GC2564;                    North         East     Units Scale Factor Converg.
 GC2564;SPC TN       -   202,665.118   471,685.093   MT  0.99996371   -0 50 05.3
 GC2564;SPC TN       -   664,910.47  1,547,520.18   sFT  0.99996371   -0 50 05.3
 GC2564;UTM  16      - 4,000,841.332   461,681.987   MT  0.99961809   -0 15 04.6
 GC2564
 GC2564                          SUPERSEDED SURVEY CONTROL
 GC2564
 GC2564  NAD 83(1995)-  36 09 05.56624(N)    087 25 33.48800(W) AD(       ) 4
 GC2564  NAD 83(1995)-  36 09 05.56749(N)    087 25 33.48900(W) AD(       ) 4
 GC2564  NAD 83(1986)-  36 09 05.57482(N)    087 25 33.48775(W) AD(       ) 4
 GC2564  NAD 27      -  36 09 05.37000(N)    087 25 33.45000(W) AD(       ) 3
 GC2564
 GC2564.Superseded values are not recommended for survey control.
 GC2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2564.See file dsdata.txt to determine how the superseded data were derived.
 GC2564
 GC2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6168200841(NAD 83)
 GC2564_MARKER: 57 = LOOKOUT TOWER
 GC2564
 GC2564  HISTORY     - Date     Condition        Report By
 GC2564  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2564
 GC2564                          STATION DESCRIPTION
 GC2564
 GC2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2564'STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER, LOCATED ABOUT
 GC2564'5 MILES NORTH OF DICKSON.  IT IS A FOUR LEGGED POLE TOWER ABOUT 40
 GC2564'FEET HIGH WITH A WOOD OBSERVATION PLATFORM ATOP.
 GC2564'
 GC2564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2564'HIGHWAY 48 IN DICKSON.  GO WEST ON U.S. HIGHWAY 70 FOR 0.9 MILE TO
 GC2564'PAVED CROSSROAD.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 2.6 MILES
 GC2564'TO A FORK, TURN RIGHT FOR 2.65 MILE TO A GRAVEL CROSSROAD.  TURN
 GC2564'RIGHT FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT FOR 0.15 MILE TO
 GC2564'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9830 ***********************************************************************
 AI9830  SACS        -  This is a Secondary Airport Control Station.
 AI9830  DESIGNATION -  SZY A
 AI9830  PID         -  AI9830
 AI9830  STATE/COUNTY-  TN/MCNAIRY
 AI9830  USGS QUAD   -  PURDY (1984)
 AI9830
 AI9830                         *CURRENT SURVEY CONTROL
 AI9830  ___________________________________________________________________
 AI9830* NAD 83(1995)-  35 12 35.30578(N)    088 30 00.72269(W)     ADJUSTED  
 AI9830* NAVD 88     -       182.82   (meters)     599.8    (feet)  GPS OBS   
 AI9830  ___________________________________________________________________
 AI9830  X           -     136,551.261 (meters)                     COMP
 AI9830  Y           -  -5,215,380.581 (meters)                     COMP
 AI9830  Z           -   3,656,998.924 (meters)                     COMP
 AI9830  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI9830  ELLIP HEIGHT-         155.20  (meters)          (02/20/01) GPS OBS
 AI9830  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AI9830
 AI9830  HORZ ORDER  -  FIRST
 AI9830  ELLP ORDER  -  SECOND    CLASS I
 AI9830
 AI9830.This mark is at Robert Sibley Airport (SZY)
 AI9830
 AI9830.The horizontal coordinates were established by GPS observations
 AI9830.and adjusted by the National Geodetic Survey in February 2001..
 AI9830
 AI9830.The orthometric height was determined by GPS observations and a
 AI9830.high-resolution geoid model.
 AI9830
 AI9830.GPS derived orthometric heights for airport stations designated as
 AI9830.PACS or SACS are published to 2 decimal places.  This maintains
 AI9830.centimeter relative accuracy between the PACS and SACS.  It does
 AI9830.not indicate centimeter accuracy relative to other marks which are
 AI9830.part of the NAVD 88 network.
 AI9830
 AI9830.Photographs are available for this station.
 AI9830
 AI9830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9830
 AI9830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9830
 AI9830.The ellipsoidal height was determined by GPS observations
 AI9830.and is referenced to NAD 83.
 AI9830
 AI9830.The geoid height was determined by GEOID03.
 AI9830
 AI9830;                    North         East     Units Scale Factor Converg.
 AI9830;SPC TN       -   100,153.115   372,368.452   MT  1.00000734   -1 27 49.4
 AI9830;SPC TN       -   328,585.68  1,221,678.83   sFT  1.00000734   -1 27 49.4
 AI9830;UTM  16      - 3,897,341.152   363,449.270   MT  0.99982980   -0 51 54.4
 AI9830
 AI9830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9830!SPC TN       -   0.99997564  x   1.00000734  =   0.99998298
 AI9830!UTM  16      -   0.99997564  x   0.99982980  =   0.99980544
 AI9830
 AI9830:                Primary Azimuth Mark                     Grid Az
 AI9830:SPC TN       -  GPS 57                                   173 20 16.5
 AI9830:UTM  16      -  GPS 57                                   172 44 21.5
 AI9830
 AI9830|---------------------------------------------------------------------|
 AI9830| PID    Reference Object                     Distance      Geod. Az  |
 AI9830|                                                           dddmmss.s |
 AI9830| FE2751 GPS 57                              444.416 METERS 1715227.1 |
 AI9830|---------------------------------------------------------------------|
 AI9830
 AI9830                          SUPERSEDED SURVEY CONTROL
 AI9830
 AI9830.No superseded survey control is available for this station.
 AI9830
 AI9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6344997341(NAD 83)
 AI9830_MARKER: DD = SURVEY DISK
 AI9830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9830_STAMPING: SZY A 1996
 AI9830_MARK LOGO: NGS   
 AI9830_PROJECTION: FLUSH
 AI9830_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9830+STABILITY: SURFACE MOTION
 AI9830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9830+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9830_ROD/PIPE-DEPTH: 1    meters
 AI9830
 AI9830  HISTORY     - Date     Condition        Report By
 AI9830  HISTORY     - 1996     MONUMENTED       LOWE
 AI9830
 AI9830                          STATION DESCRIPTION
 AI9830
 AI9830'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9830'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) SOUTHEAST FROM SELMER
 AI9830'AT THE ROBERT SIBLEY AIRPORT. ROBERT SIBLEY AIRPORT IS AN
 AI9830'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9830'AIRPORT MANAGER, STEVE SMITH, TELEPHONE NUMBER 901-645-3014,
 AI9830'BEFORE ENTERING THE FIELD.
 AI9830' 
 AI9830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND U.S.
 AI9830'HIGHWAY 64 IN SELMER, GO EAST 8.85 KM (5.50 MI) TO A PAVED ROAD ON
 AI9830'THE LEFT. TURN LEFT AND GO 0.32 KM (0.20 MI) ON OLD U.S. HIGHWAY 64 TO
 AI9830'THE END, AND A PAVED ROAD ON THE LEFT, TO THE AIRPORT. TURN LEFT
 AI9830'ON THE AIRPORT ROAD AND GO NORTHWEST 0.89 KM (0.55 MI) TO THE
 AI9830'AIRPORT ENTRANCE DRIVE ON THE RIGHT. TURN RIGHT AND GO EAST 0.08
 AI9830'KM (0.05 MI) TO THE AIRPORT OFFICE AND GATE TO THE LEFT. FROM THE
 AI9830'GATE GO NORTHWEST ACROSS THE APRON AND TAXIWAY RAMP TO THE
 AI9830'JUNCTION OF THE RUNWAY. CONTINUE NORTH-NORTHWEST ON THE
 AI9830'RUNWAY 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT, NEAR THE END
 AI9830'OF THE RUNWAY.
 AI9830' 
 AI9830'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9830'THE TOP OF A 1M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9830'PVC
 AI9830'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9830'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9830'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9830'26.7 M (87.6 FT) EAST-NORTHEAST FROM THE EXTENDED RUNWAY
 AI9830'CENTERLINE, 23.0 M (75.5 FT) WEST FROM THE AIRPORT ENTRANCE, AND 18.2
 AI9830'M (59.7 FT) NORTH-NORTHEAST FROM THE EASTERNMOST OF EIGHT
 AI9830'THRESHOLD LIGHTS. THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AI9830'CONTROL STATION.
 AI9830' 
 AI9830'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1773 ***********************************************************************
 FB1773  DESIGNATION -  T 10
 FB1773  PID         -  FB1773
 FB1773  STATE/COUNTY-  TN/BLOUNT
 FB1773  USGS QUAD   -  BLOCKHOUSE (1966)
 FB1773
 FB1773                         *CURRENT SURVEY CONTROL
 FB1773  ___________________________________________________________________
 FB1773* NAD 83(1986)-  35 43 23.     (N)    083 58 50.     (W)     SCALED    
 FB1773* NAVD 88     -       295.697  (meters)     970.13   (feet)  ADJUSTED  
 FB1773  ___________________________________________________________________
 FB1773  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FB1773  DYNAMIC HT  -         295.416 (meters)     969.21  (feet)  COMP
 FB1773  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FB1773
 FB1773  VERT ORDER  -  FIRST     CLASS II
 FB1773
 FB1773.The horizontal coordinates were scaled from a topographic map and have
 FB1773.an estimated accuracy of +/- 6 seconds.
 FB1773
 FB1773.The orthometric height was determined by differential leveling
 FB1773.and adjusted by the National Geodetic Survey in June 1991..
 FB1773
 FB1773.The geoid height was determined by GEOID03.
 FB1773
 FB1773.The dynamic height is computed by dividing the NAVD 88
 FB1773.geopotential number by the normal gravity value computed on the
 FB1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1773.degrees latitude (g = 980.6199 gals.).
 FB1773
 FB1773.The modeled gravity was interpolated from observed gravity values.
 FB1773
 FB1773;                    North         East    Units  Estimated Accuracy
 FB1773;SPC TN       -   156,070.      782,690.      MT  (+/- 180 meters Scaled)
 FB1773
 FB1773                          SUPERSEDED SURVEY CONTROL
 FB1773
 FB1773  NGVD 29 (??/??/92)  295.819  (m)          970.53   (f) ADJ UNCH    1 2
 FB1773
 FB1773.Superseded values are not recommended for survey control.
 FB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1773.See file dsdata.txt to determine how the superseded data were derived.
 FB1773
 FB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303573(NAD 83)
 FB1773_MARKER: DB = BENCH MARK DISK
 FB1773_SETTING: 66 = SET IN ROCK OUTCROP
 FB1773_SP_SET: ROCK CUT
 FB1773_STAMPING: 970.753 T 10 1932
 FB1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1773+STABILITY: POSITION/ELEVATION WELL
 FB1773
 FB1773  HISTORY     - Date     Condition        Report By
 FB1773  HISTORY     - 1932     MONUMENTED       CGS
 FB1773  HISTORY     - 1943     GOOD             NGS
 FB1773  HISTORY     - 1975     GOOD             LOCENG
 FB1773  HISTORY     - 1983     GOOD             NGS
 FB1773
 FB1773                          STATION DESCRIPTION
 FB1773
 FB1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1773'2.4 MI S FROM MARYVILLE.
 FB1773'2.4 MILES SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FB1773'STATION AT MARYVILLE, BLOUNT COUNTY, 70 YARDS SOUTHEAST OF THE
 FB1773'CROSSING OF THE MARYVILLE MONTVALE ROAD, 7 FEET SOUTHWEST OF THE
 FB1773'SOUTHWEST RAIL, IN A ROCK CUT, AND ABOUT 2 FEET ABOVE THE TRACK.
 FB1773'A STANDARD DISK, STAMPED 970.753 T 10 1932.  THE MARYVILLE
 FB1773'TO CALDERWOOD BRANCH OF THE SOUTHERN RAILWAY WAS ABANDONED IN
 FB1773'MAY 1932.  NOTE-- AT MARYVILLE, APPROXIMATELY 200 YDS. SE
 FB1773'OF CARPENTER GRADE RD.
 FB1773
 FB1773                          STATION RECOVERY (1975)
 FB1773
 FB1773'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 FB1773'RECOVERED IN GOOD CONDITION.
 FB1773
 FB1773                          STATION RECOVERY (1983)
 FB1773
 FB1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1773'NEW DESC: 1.3 KM (0.8 MI) SOUTHEAST ALONG MONTVALE STREET FROM THE
 FB1773'JUNCTION OF WEST BROADWAY AVENUE AND THE MARYVILLE CITY HALL, THENCE
 FB1773'2.65 KM (1.65 MI) SOUTHWEST ALONG MONTVALE STATION ROAD TO THE
 FB1773'ABANDONED SOUTHERN RAILROAD CROSSING THENCE APPROXIMATELY 64.01 M
 FB1773'(210.0 FT) SOUTHEAST ALONG THE ABANDONED RAILROAD SOUTHERN RAILROAD
 FB1773'CROSSING BED TO THE MARK ON THE RIGHT IN A ROCK CUT WHICH IS IN DENSE
 FB1773'GROWTH AND HAS BADLY DETERIORATED. NOTE: THE MARK IS NOW IN A LARGE
 FB1773'ROCK OR BOULDER INSTEAD OF A ROCK CUT. THE TRACKS HAVE BEEN RAZED AND
 FB1773'THE RAILROAD WAS ABANDONED IN MAY 1932
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0542 ***********************************************************************
 GA0542  DESIGNATION -  T 100
 GA0542  PID         -  GA0542
 GA0542  STATE/COUNTY-  TN/WASHINGTON
 GA0542  USGS QUAD   -  BOONE DAM (1968)
 GA0542
 GA0542                         *CURRENT SURVEY CONTROL
 GA0542  ___________________________________________________________________
 GA0542* NAD 83(1986)-  36 23 39.     (N)    082 29 38.     (W)     SCALED    
 GA0542* NAVD 88     -       491.115  (meters)    1611.27   (feet)  ADJUSTED  
 GA0542  ___________________________________________________________________
 GA0542  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0542  DYNAMIC HT  -         490.653 (meters)    1609.75  (feet)  COMP
 GA0542  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 GA0542
 GA0542  VERT ORDER  -  SECOND    CLASS 0
 GA0542
 GA0542.The horizontal coordinates were scaled from a topographic map and have
 GA0542.an estimated accuracy of +/- 6 seconds.
 GA0542
 GA0542.The orthometric height was determined by differential leveling
 GA0542.and adjusted by the National Geodetic Survey in June 1991..
 GA0542
 GA0542.The geoid height was determined by GEOID03.
 GA0542
 GA0542.The dynamic height is computed by dividing the NAVD 88
 GA0542.geopotential number by the normal gravity value computed on the
 GA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0542.degrees latitude (g = 980.6199 gals.).
 GA0542
 GA0542.The modeled gravity was interpolated from observed gravity values.
 GA0542
 GA0542;                    North         East    Units  Estimated Accuracy
 GA0542;SPC TN       -   234,290.      914,480.      MT  (+/- 180 meters Scaled)
 GA0542
 GA0542                          SUPERSEDED SURVEY CONTROL
 GA0542
 GA0542  NGVD 29 (??/??/92)  491.258  (m)         1611.74   (f) ADJ UNCH    2 0
 GA0542
 GA0542.Superseded values are not recommended for survey control.
 GA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0542.See file dsdata.txt to determine how the superseded data were derived.
 GA0542
 GA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA660287(NAD 83)
 GA0542_MARKER: DB = BENCH MARK DISK
 GA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0542_STAMPING: T 100 1935
 GA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0542+STABILITY: SURFACE MOTION
 GA0542
 GA0542  HISTORY     - Date     Condition        Report By
 GA0542  HISTORY     - 1935     MONUMENTED       CGS
 GA0542
 GA0542                          STATION DESCRIPTION
 GA0542
 GA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0542'5.8 MI W FROM BOONE.
 GA0542'5.8 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM
 GA0542'THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE,
 GA0542'WASHINGTON COUNTY, AT THE JUNCTION OF THE GRAY STATION RAOD,
 GA0542'21 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 GA0542'EAST OF A POLE, 7 FEET EAST OF A FENCE, 2 FEET SOUTHEAST OF A
 GA0542'FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0542'T 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0519 ***********************************************************************
 GA0519  DESIGNATION -  T 101
 GA0519  PID         -  GA0519
 GA0519  STATE/COUNTY-  TN/SULLIVAN
 GA0519  USGS QUAD   -  BLUFF CITY (1968)
 GA0519
 GA0519                         *CURRENT SURVEY CONTROL
 GA0519  ___________________________________________________________________
 GA0519* NAD 83(1986)-  36 27 51.     (N)    082 21 33.     (W)     SCALED    
 GA0519* NAVD 88     -       407.526  (meters)    1337.02   (feet)  ADJUSTED  
 GA0519  ___________________________________________________________________
 GA0519  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0519  DYNAMIC HT  -         407.149 (meters)    1335.79  (feet)  COMP
 GA0519  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 GA0519
 GA0519  VERT ORDER  -  SECOND    CLASS 0
 GA0519
 GA0519.The horizontal coordinates were scaled from a topographic map and have
 GA0519.an estimated accuracy of +/- 6 seconds.
 GA0519
 GA0519.The orthometric height was determined by differential leveling
 GA0519.and adjusted by the National Geodetic Survey in June 1991..
 GA0519
 GA0519.The geoid height was determined by GEOID03.
 GA0519
 GA0519.The dynamic height is computed by dividing the NAVD 88
 GA0519.geopotential number by the normal gravity value computed on the
 GA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0519.degrees latitude (g = 980.6199 gals.).
 GA0519
 GA0519.The modeled gravity was interpolated from observed gravity values.
 GA0519
 GA0519;                    North         East    Units  Estimated Accuracy
 GA0519;SPC TN       -   242,490.      926,260.      MT  (+/- 180 meters Scaled)
 GA0519
 GA0519                          SUPERSEDED SURVEY CONTROL
 GA0519
 GA0519  NGVD 29 (??/??/92)  407.674  (m)         1337.51   (f) ADJ UNCH    2 0
 GA0519
 GA0519.Superseded values are not recommended for survey control.
 GA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0519.See file dsdata.txt to determine how the superseded data were derived.
 GA0519
 GA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA782362(NAD 83)
 GA0519_MARKER: DB = BENCH MARK DISK
 GA0519_SETTING: 66 = SET IN ROCK OUTCROP
 GA0519_SP_SET: SET IN ROCK OUTCROP
 GA0519_STAMPING: T 101 1935
 GA0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0519+STABILITY: POSITION/ELEVATION WELL
 GA0519
 GA0519  HISTORY     - Date     Condition        Report By
 GA0519  HISTORY     - 1935     MONUMENTED       CGS
 GA0519
 GA0519                          STATION DESCRIPTION
 GA0519
 GA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0519'3.2 MI E FROM HOLSTON.
 GA0519'3.2 MILES EAST ALONG THE DE VAULT BRIDGE ROAD FROM THE POST
 GA0519'OFFICE AT HOLSTON, SULLIVAN COUNTY, 1.2 MILES SOUTH OF THOMS,
 GA0519'AT A BRIDGE OVER SOUTH FORK HOLSTON RIVER, 35 FEET SOUTH OF
 GA0519'THE SOUTH END OF THE BRIDGE, 20 FEET SOUTH OF THE CENTER OF
 GA0519'A ROAD JUNCTION, IN THE FACE OF A ROCK OUTCROP, AND 5 FEET
 GA0519'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED T 101 1935
 GA0519'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0196 ***********************************************************************
 GA0196  DESIGNATION -  T 102
 GA0196  PID         -  GA0196
 GA0196  STATE/COUNTY-  TN/SULLIVAN
 GA0196  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0196
 GA0196                         *CURRENT SURVEY CONTROL
 GA0196  ___________________________________________________________________
 GA0196* NAD 83(1986)-  36 33 17.     (N)    082 05 43.     (W)     SCALED    
 GA0196* NAVD 88     -       516.725  (meters)    1695.29   (feet)  ADJUSTED  
 GA0196  ___________________________________________________________________
 GA0196  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0196  DYNAMIC HT  -         516.252 (meters)    1693.74  (feet)  COMP
 GA0196  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 GA0196
 GA0196  VERT ORDER  -  SECOND    CLASS 0
 GA0196
 GA0196.The horizontal coordinates were scaled from a topographic map and have
 GA0196.an estimated accuracy of +/- 6 seconds.
 GA0196
 GA0196.The orthometric height was determined by differential leveling
 GA0196.and adjusted by the National Geodetic Survey in June 1991..
 GA0196
 GA0196.The geoid height was determined by GEOID03.
 GA0196
 GA0196.The dynamic height is computed by dividing the NAVD 88
 GA0196.geopotential number by the normal gravity value computed on the
 GA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0196.degrees latitude (g = 980.6199 gals.).
 GA0196
 GA0196.The modeled gravity was interpolated from observed gravity values.
 GA0196
 GA0196;                    North         East    Units  Estimated Accuracy
 GA0196;SPC TN       -   253,440.      949,500.      MT  (+/- 180 meters Scaled)
 GA0196
 GA0196                          SUPERSEDED SURVEY CONTROL
 GA0196
 GA0196  NGVD 29 (??/??/92)  516.847  (m)         1695.69   (f) ADJ UNCH    2 0
 GA0196
 GA0196.Superseded values are not recommended for survey control.
 GA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0196.See file dsdata.txt to determine how the superseded data were derived.
 GA0196
 GA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA019460(NAD 83)
 GA0196_MARKER: DB = BENCH MARK DISK
 GA0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0196_STAMPING: T 102 1935
 GA0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0196+STABILITY: SURFACE MOTION
 GA0196
 GA0196  HISTORY     - Date     Condition        Report By
 GA0196  HISTORY     - 1935     MONUMENTED       CGS
 GA0196  HISTORY     - 1951     GOOD             TVA
 GA0196
 GA0196                          STATION DESCRIPTION
 GA0196
 GA0196'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1951
 GA0196'0.6 MI NE FROM VINEGAR HILL.
 GA0196'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 421 FROM VINEGAR HILL,
 GA0196'SULLIVAN COUNTY, 1.7 MILES SOUTHWEST OF THE POST OFFICE AT HOLSTON
 GA0196'VALLEY, 65 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE SUE
 GA0196'COWAN HOUSE, 37.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0196'15 FEET SOUTH OF A FENCE CORNER, 1.3 FEET WEST OF A FENCE LINE, AND
 GA0196'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 102
 GA0196'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GA0196'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0969 ***********************************************************************
 FZ0969  DESIGNATION -  T 103
 FZ0969  PID         -  FZ0969
 FZ0969  STATE/COUNTY-  TN/JOHNSON
 FZ0969  USGS QUAD   -  DOE (1969)
 FZ0969
 FZ0969                         *CURRENT SURVEY CONTROL
 FZ0969  ___________________________________________________________________
 FZ0969* NAD 83(1986)-  36 25 30.     (N)    081 56 25.     (W)     SCALED    
 FZ0969* NAVD 88     -       677.478  (meters)    2222.69   (feet)  ADJUSTED  
 FZ0969  ___________________________________________________________________
 FZ0969  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FZ0969  DYNAMIC HT  -         676.808 (meters)    2220.49  (feet)  COMP
 FZ0969  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 FZ0969
 FZ0969  VERT ORDER  -  SECOND    CLASS 0
 FZ0969
 FZ0969.The horizontal coordinates were scaled from a topographic map and have
 FZ0969.an estimated accuracy of +/- 6 seconds.
 FZ0969
 FZ0969.The orthometric height was determined by differential leveling
 FZ0969.and adjusted by the National Geodetic Survey in June 1991..
 FZ0969
 FZ0969.The geoid height was determined by GEOID03.
 FZ0969
 FZ0969.The dynamic height is computed by dividing the NAVD 88
 FZ0969.geopotential number by the normal gravity value computed on the
 FZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0969.degrees latitude (g = 980.6199 gals.).
 FZ0969
 FZ0969.The modeled gravity was interpolated from observed gravity values.
 FZ0969
 FZ0969;                    North         East    Units  Estimated Accuracy
 FZ0969;SPC TN       -   239,620.      963,960.      MT  (+/- 180 meters Scaled)
 FZ0969
 FZ0969                          SUPERSEDED SURVEY CONTROL
 FZ0969
 FZ0969  NGVD 29 (??/??/92)  677.563  (m)         2222.97   (f) ADJ UNCH    2 0
 FZ0969
 FZ0969.Superseded values are not recommended for survey control.
 FZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0969.See file dsdata.txt to determine how the superseded data were derived.
 FZ0969
 FZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA157315(NAD 83)
 FZ0969_MARKER: DB = BENCH MARK DISK
 FZ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0969_STAMPING: T 103 1935
 FZ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0969+STABILITY: SURFACE MOTION
 FZ0969
 FZ0969  HISTORY     - Date     Condition        Report By
 FZ0969  HISTORY     - 1935     MONUMENTED       CGS
 FZ0969
 FZ0969                          STATION DESCRIPTION
 FZ0969
 FZ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0969'AT PANDORA.
 FZ0969'AT PANDORA, JOHNSON COUNTY, 0.1 MILE NORTHEAST ALONG STATE HIGHWAY
 FZ0969'67 FROM THE GENERAL STORE, AT THE INTERSECTION OF A COUNTY ROAD,
 FZ0969'31 YARDS SOUTH OF THE ENTRANCE TO THE FRANK STOUT RESIDENCE, 55
 FZ0969'FEET EAST OF THE CENTER OF THE INTERSECTION, 26 FEET SOUTHEAST
 FZ0969'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE
 FZ0969'HIGHWAY.  A STANDARD DISK, STAMPED T 103 1935 AND SET IN THE
 FZ0969'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1058 ***********************************************************************
 FZ1058  DESIGNATION -  T 104
 FZ1058  PID         -  FZ1058
 FZ1058  STATE/COUNTY-  TN/JOHNSON
 FZ1058  USGS QUAD   -  SHERWOOD (1994)
 FZ1058
 FZ1058                         *CURRENT SURVEY CONTROL
 FZ1058  ___________________________________________________________________
 FZ1058* NAD 83(1986)-  36 22 18.     (N)    081 45 22.     (W)     SCALED    
 FZ1058* NAVD 88     -       891.236  (meters)    2924.00   (feet)  ADJUSTED  
 FZ1058  ___________________________________________________________________
 FZ1058  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1058  DYNAMIC HT  -         890.313 (meters)    2920.97  (feet)  COMP
 FZ1058  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 FZ1058
 FZ1058  VERT ORDER  -  SECOND    CLASS 0
 FZ1058
 FZ1058.The horizontal coordinates were scaled from a topographic map and have
 FZ1058.an estimated accuracy of +/- 6 seconds.
 FZ1058
 FZ1058.The orthometric height was determined by differential leveling
 FZ1058.and adjusted by the National Geodetic Survey in June 1991..
 FZ1058
 FZ1058.The geoid height was determined by GEOID03.
 FZ1058
 FZ1058.The dynamic height is computed by dividing the NAVD 88
 FZ1058.geopotential number by the normal gravity value computed on the
 FZ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1058.degrees latitude (g = 980.6199 gals.).
 FZ1058
 FZ1058.The modeled gravity was interpolated from observed gravity values.
 FZ1058
 FZ1058;                    North         East    Units  Estimated Accuracy
 FZ1058;SPC TN       -   234,410.      980,720.      MT  (+/- 180 meters Scaled)
 FZ1058
 FZ1058                          SUPERSEDED SURVEY CONTROL
 FZ1058
 FZ1058  NGVD 29 (??/??/92)  891.290  (m)         2924.17   (f) ADJ UNCH    2 0
 FZ1058
 FZ1058.Superseded values are not recommended for survey control.
 FZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1058.See file dsdata.txt to determine how the superseded data were derived.
 FZ1058
 FZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA321254(NAD 83)
 FZ1058_MARKER: DB = BENCH MARK DISK
 FZ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1058_STAMPING: T 104 1935
 FZ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1058+STABILITY: SURFACE MOTION
 FZ1058
 FZ1058  HISTORY     - Date     Condition        Report By
 FZ1058  HISTORY     - 1935     MONUMENTED       CGS
 FZ1058  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1058
 FZ1058                          STATION DESCRIPTION
 FZ1058
 FZ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1058'0.4 MI S FROM KEY STATION.
 FZ1058'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1058'COUNTY, AT THE JUNCTION OF THE BULLDOG CREEK ROAD, ON THE W.S.
 FZ1058'WILSON PROPERTY, 500 FEET NORTHWEST OF CENTER VIEW SCHOOL ON
 FZ1058'A HILLTOP, 215 FEET EAST OF A WOODEN BRIDGE OVER A CREEK, 210 FEET
 FZ1058'SOUTH ACROSS THE HIGHWAY FROM A 14-INCH LOCUST TREE, 37 FEET NORTH
 FZ1058'OF THE CENTERLINE OF THE ROAD, 32 FEET WEST OF THE CENTERLINE OF
 FZ1058'THE HIGHWAY, AT A FENCE CORNER, NEAR A POLE, AND IN THE FENCE
 FZ1058'LINE ON THE WEST SIDE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FZ1058'T 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FZ1058
 FZ1058                          STATION RECOVERY (2003)
 FZ1058
 FZ1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1058'MARK NOT FOUND AFTER 5 MINUTE SEARCH. LOCATION DESCRIBED IS NOW A
 FZ1058'PAVED PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0808 ***********************************************************************
 GA0808  DESIGNATION -  T 105
 GA0808  PID         -  GA0808
 GA0808  STATE/COUNTY-  TN/WASHINGTON
 GA0808  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0808
 GA0808                         *CURRENT SURVEY CONTROL
 GA0808  ___________________________________________________________________
 GA0808* NAD 83(1986)-  36 23 40.     (N)    082 36 12.     (W)     SCALED    
 GA0808* NAVD 88     -       569.613  (meters)    1868.81   (feet)  ADJUSTED  
 GA0808  ___________________________________________________________________
 GA0808  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0808  DYNAMIC HT  -         569.080 (meters)    1867.06  (feet)  COMP
 GA0808  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 GA0808
 GA0808  VERT ORDER  -  SECOND    CLASS 0
 GA0808
 GA0808.The horizontal coordinates were scaled from a topographic map and have
 GA0808.an estimated accuracy of +/- 6 seconds.
 GA0808
 GA0808.The orthometric height was determined by differential leveling
 GA0808.and adjusted by the National Geodetic Survey in June 1991..
 GA0808
 GA0808.The geoid height was determined by GEOID03.
 GA0808
 GA0808.The dynamic height is computed by dividing the NAVD 88
 GA0808.geopotential number by the normal gravity value computed on the
 GA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0808.degrees latitude (g = 980.6199 gals.).
 GA0808
 GA0808.The modeled gravity was interpolated from observed gravity values.
 GA0808
 GA0808;                    North         East    Units  Estimated Accuracy
 GA0808;SPC TN       -   233,970.      904,660.      MT  (+/- 180 meters Scaled)
 GA0808
 GA0808                          SUPERSEDED SURVEY CONTROL
 GA0808
 GA0808  NGVD 29 (??/??/92)  569.756  (m)         1869.27   (f) ADJ UNCH    2 0
 GA0808
 GA0808.Superseded values are not recommended for survey control.
 GA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0808.See file dsdata.txt to determine how the superseded data were derived.
 GA0808
 GA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA562288(NAD 83)
 GA0808_MARKER: DB = BENCH MARK DISK
 GA0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0808_STAMPING: T 105 1935
 GA0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0808+STABILITY: SURFACE MOTION
 GA0808
 GA0808  HISTORY     - Date     Condition        Report By
 GA0808  HISTORY     - 1935     MONUMENTED       CGS
 GA0808  HISTORY     - 1939     GOOD             TVA
 GA0808
 GA0808                          STATION DESCRIPTION
 GA0808
 GA0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0808'8 MI SW FROM FORDTOWN.
 GA0808'IN WASHINGTON COUNTY, 8.0 MILES SOUTHWEST ALONG THE GREENEVILLE
 GA0808'ROAD FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION
 GA0808'AT FORDTOWN, SULLIVAN COUNTY, 1.2 MILES NORTHEAST OF THE INTERSECTION
 GA0808'OF STATE HIGHWAYS 81 AND 93, 30 YARDS SOUTH OF A CROSSROADS, AT
 GA0808'THE D.H. FERGUSON GENERAL STORE, 10 YARDS EAST OF THE CENTERLINE
 GA0808'OF THE ROAD, 11 YARDS SOUTH OF THE SOUTH CORNER OF THE BUILDING,
 GA0808'AND 1 YARD HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED T 105
 GA0808'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS LEVEL
 GA0808'WITH HIGHWAY.
 GA0808
 GA0808                          STATION RECOVERY (1939)
 GA0808
 GA0808'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1939
 GA0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0878 ***********************************************************************
 GA0878  DESIGNATION -  T 106
 GA0878  PID         -  GA0878
 GA0878  STATE/COUNTY-  TN/GREENE
 GA0878  USGS QUAD   -  MOSHEIM (1971)
 GA0878
 GA0878                         *CURRENT SURVEY CONTROL
 GA0878  ___________________________________________________________________
 GA0878* NAD 83(1986)-  36 14 37.     (N)    082 53 27.     (W)     SCALED    
 GA0878* NAVD 88     -       343.655  (meters)    1127.47   (feet)  ADJUSTED  
 GA0878  ___________________________________________________________________
 GA0878  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0878  DYNAMIC HT  -         343.334 (meters)    1126.42  (feet)  COMP
 GA0878  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 GA0878
 GA0878  VERT ORDER  -  SECOND    CLASS 0
 GA0878
 GA0878.The horizontal coordinates were scaled from a topographic map and have
 GA0878.an estimated accuracy of +/- 6 seconds.
 GA0878
 GA0878.The orthometric height was determined by differential leveling
 GA0878.and adjusted by the National Geodetic Survey in June 1991..
 GA0878
 GA0878.The geoid height was determined by GEOID03.
 GA0878
 GA0878.The dynamic height is computed by dividing the NAVD 88
 GA0878.geopotential number by the normal gravity value computed on the
 GA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0878.degrees latitude (g = 980.6199 gals.).
 GA0878
 GA0878.The modeled gravity was interpolated from observed gravity values.
 GA0878
 GA0878;                    North         East    Units  Estimated Accuracy
 GA0878;SPC TN       -   216,390.      879,420.      MT  (+/- 180 meters Scaled)
 GA0878
 GA0878                          SUPERSEDED SURVEY CONTROL
 GA0878
 GA0878  NGVD 29 (??/??/92)  343.797  (m)         1127.94   (f) ADJ UNCH    2 0
 GA0878
 GA0878.Superseded values are not recommended for survey control.
 GA0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0878.See file dsdata.txt to determine how the superseded data were derived.
 GA0878
 GA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA301126(NAD 83)
 GA0878_MARKER: DB = BENCH MARK DISK
 GA0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0878_STAMPING: T 106 1935
 GA0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0878+STABILITY: SURFACE MOTION
 GA0878
 GA0878  HISTORY     - Date     Condition        Report By
 GA0878  HISTORY     - 1935     MONUMENTED       CGS
 GA0878  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA0878
 GA0878                          STATION DESCRIPTION
 GA0878
 GA0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0878'1 MI E FROM ALBANY.
 GA0878'1.0 MILE EAST ALONG THE LOCUST SPRING ROAD FROM THE INTERSECTION
 GA0878'OF STATE HIGHWAY 70 AT ALBANY, GREENE COUNTY, AT THE LOG CABIN
 GA0878'BELONGING TO MRS. SARA KELLER, 27 FEET SOUTHEAST OF THE SOUTHEAST
 GA0878'CORNER, 13 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 GA0878'SOUTHEAST OF A SOUTHEAST FENCE CORNER, AND 6 INCHES HIGHER THAN
 GA0878'THE ROAD.  A STANDARD DISK, STAMPED T 106 1935 AND SET IN THE
 GA0878'TOP OF A CONCRETE POST.
 GA0878
 GA0878                          STATION RECOVERY (1950)
 GA0878
 GA0878'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0943 ***********************************************************************
 GA0943  DESIGNATION -  T 107
 GA0943  PID         -  GA0943
 GA0943  STATE/COUNTY-  TN/WASHINGTON
 GA0943  USGS QUAD   -  LEESBURG (1971)
 GA0943
 GA0943                         *CURRENT SURVEY CONTROL
 GA0943  ___________________________________________________________________
 GA0943* NAD 83(1986)-  36 21 14.     (N)    082 35 27.     (W)     SCALED    
 GA0943* NAVD 88     -       565.585  (meters)    1855.59   (feet)  ADJUSTED  
 GA0943  ___________________________________________________________________
 GA0943  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0943  DYNAMIC HT  -         565.052 (meters)    1853.84  (feet)  COMP
 GA0943  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 GA0943
 GA0943  VERT ORDER  -  SECOND    CLASS 0
 GA0943
 GA0943.The horizontal coordinates were scaled from a topographic map and have
 GA0943.an estimated accuracy of +/- 6 seconds.
 GA0943
 GA0943.The orthometric height was determined by differential leveling
 GA0943.and adjusted by the National Geodetic Survey in June 1991..
 GA0943
 GA0943.The geoid height was determined by GEOID03.
 GA0943
 GA0943.The dynamic height is computed by dividing the NAVD 88
 GA0943.geopotential number by the normal gravity value computed on the
 GA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0943.degrees latitude (g = 980.6199 gals.).
 GA0943
 GA0943.The modeled gravity was interpolated from observed gravity values.
 GA0943
 GA0943;                    North         East    Units  Estimated Accuracy
 GA0943;SPC TN       -   229,510.      905,940.      MT  (+/- 180 meters Scaled)
 GA0943
 GA0943                          SUPERSEDED SURVEY CONTROL
 GA0943
 GA0943  NGVD 29 (??/??/92)  565.726  (m)         1856.05   (f) ADJ UNCH    2 0
 GA0943
 GA0943.Superseded values are not recommended for survey control.
 GA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0943.See file dsdata.txt to determine how the superseded data were derived.
 GA0943
 GA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA572243(NAD 83)
 GA0943_MARKER: DB = BENCH MARK DISK
 GA0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0943_STAMPING: T 107 1935
 GA0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0943+STABILITY: SURFACE MOTION
 GA0943
 GA0943  HISTORY     - Date     Condition        Report By
 GA0943  HISTORY     - 1935     MONUMENTED       CGS
 GA0943
 GA0943                          STATION DESCRIPTION
 GA0943
 GA0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0943'5.9 MI S FROM FALL BRANCH.
 GA0943'5.9 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0943'FALL BRANCH, WASHINGTON COUNTY, AT THE OAK HILL BAPTIST CHURCH,
 GA0943'45 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTHWEST
 GA0943'OF THE STEPS, 4 FEET WEST OF THE BUILDING, 4 FEET HIGHER THAN THE
 GA0943'HIGHWAY.  A STANDARD DISK, STAMPED T 107 1935 AND SET IN THE TOP
 GA0943'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0255 ***********************************************************************
 GA0255  DESIGNATION -  T 108
 GA0255  PID         -  GA0255
 GA0255  STATE/COUNTY-  TN/SULLIVAN
 GA0255  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0255
 GA0255                         *CURRENT SURVEY CONTROL
 GA0255  ___________________________________________________________________
 GA0255* NAD 83(1986)-  36 34 50.     (N)    082 26 10.     (W)     SCALED    
 GA0255* NAVD 88     -       432.507  (meters)    1418.98   (feet)  POSTED    
 GA0255  ___________________________________________________________________
 GA0255  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0255  DYNAMIC HT  -         432.110 (meters)    1417.68  (feet)  COMP
 GA0255  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA0255
 GA0255  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0255
 GA0255.The horizontal coordinates were scaled from a topographic map and have
 GA0255.an estimated accuracy of +/- 6 seconds.
 GA0255
 GA0255.The orthometric height was determined by differential leveling
 GA0255.and adjusted by the National Geodetic Survey in 1992..
 GA0255.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0255.rate of 4.1 thru 8.0 mm/km.
 GA0255
 GA0255.The geoid height was determined by GEOID03.
 GA0255
 GA0255.The dynamic height is computed by dividing the NAVD 88
 GA0255.geopotential number by the normal gravity value computed on the
 GA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0255.degrees latitude (g = 980.6199 gals.).
 GA0255
 GA0255.The modeled gravity was interpolated from observed gravity values.
 GA0255
 GA0255;                    North         East    Units  Estimated Accuracy
 GA0255;SPC TN       -   255,140.      918,900.      MT  (+/- 180 meters Scaled)
 GA0255
 GA0255                          SUPERSEDED SURVEY CONTROL
 GA0255
 GA0255  NGVD 29 (??/??/92)  432.642  (m)         1419.43   (f) ADJ UNCH    2 0
 GA0255
 GA0255.Superseded values are not recommended for survey control.
 GA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0255.See file dsdata.txt to determine how the superseded data were derived.
 GA0255
 GA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA715493(NAD 83)
 GA0255_MARKER: DB = BENCH MARK DISK
 GA0255_SETTING: 66 = SET IN ROCK OUTCROP
 GA0255_SP_SET: ROCK OUTCROP
 GA0255_STAMPING: T 108 1935
 GA0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0255+STABILITY: POSITION/ELEVATION WELL
 GA0255
 GA0255  HISTORY     - Date     Condition        Report By
 GA0255  HISTORY     - 1935     MONUMENTED       CGS
 GA0255  HISTORY     - 1959     GOOD             TVA
 GA0255
 GA0255                          STATION DESCRIPTION
 GA0255
 GA0255'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0255'3.2 MI W FROM SILVICOLA.
 GA0255'3.2 MILES WEST ALONG THE MILL POINT-BLOOMINGDALE ROAD FROM THE
 GA0255'POST OFFICE AT SILVICOLA, SULLIVAN COUNTY, 50 YARDS WEST OF THE
 GA0255'JUNCTION OF A ROAD LEADING NORTH, 37.5 FEET SOUTH OF THE
 GA0255'CENTERLINE OF THE ROAD, 35 YARDS WEST OF A 36-INCH OAK TREE,
 GA0255'18 FEET SOUTH OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP,
 GA0255'AND LEVEL WITH THE ROAD, 17 FEET SOUTH OF STEEL WITNESS POST.
 GA0255'A STANDARD DISK, STAMPED T 108 1935.  NOTE-- THIS MARK MAY BE
 GA0255'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W AND 58 AT THE
 GA0255'WEST END OF STATE STREET IN BRISTOL BY GOING WEST 11.0 MILES
 GA0255'ALONG U.S. HIGHWAY 11 W (NEW) THENCE 2.85 MILES NORTH ALONG
 GA0255'COUNTY BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0492 ***********************************************************************
 GA0492  DESIGNATION -  T 109
 GA0492  PID         -  GA0492
 GA0492  STATE/COUNTY-  TN/SULLIVAN
 GA0492  USGS QUAD   -  KEENBURG (1960)
 GA0492
 GA0492                         *CURRENT SURVEY CONTROL
 GA0492  ___________________________________________________________________
 GA0492* NAD 83(1986)-  36 25 18.     (N)    082 13 45.     (W)     SCALED    
 GA0492* NAVD 88     -       486.029  (meters)    1594.58   (feet)  ADJUSTED  
 GA0492  ___________________________________________________________________
 GA0492  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0492  DYNAMIC HT  -         485.575 (meters)    1593.09  (feet)  COMP
 GA0492  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GA0492
 GA0492  VERT ORDER  -  SECOND    CLASS 0
 GA0492
 GA0492.The horizontal coordinates were scaled from a topographic map and have
 GA0492.an estimated accuracy of +/- 6 seconds.
 GA0492
 GA0492.The orthometric height was determined by differential leveling
 GA0492.and adjusted by the National Geodetic Survey in June 1991..
 GA0492
 GA0492.The geoid height was determined by GEOID03.
 GA0492
 GA0492.The dynamic height is computed by dividing the NAVD 88
 GA0492.geopotential number by the normal gravity value computed on the
 GA0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0492.degrees latitude (g = 980.6199 gals.).
 GA0492
 GA0492.The modeled gravity was interpolated from observed gravity values.
 GA0492
 GA0492;                    North         East    Units  Estimated Accuracy
 GA0492;SPC TN       -   238,220.      938,090.      MT  (+/- 180 meters Scaled)
 GA0492
 GA0492                          SUPERSEDED SURVEY CONTROL
 GA0492
 GA0492  NGVD 29 (??/??/92)  486.176  (m)         1595.06   (f) ADJ UNCH    2 0
 GA0492
 GA0492.Superseded values are not recommended for survey control.
 GA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0492.See file dsdata.txt to determine how the superseded data were derived.
 GA0492
 GA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA898314(NAD 83)
 GA0492_MARKER: DB = BENCH MARK DISK
 GA0492_SETTING: 66 = SET IN ROCK OUTCROP
 GA0492_SP_SET: SET IN ROCK OUTCROP
 GA0492_STAMPING: T 109 1935
 GA0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0492+STABILITY: POSITION/ELEVATION WELL
 GA0492
 GA0492  HISTORY     - Date     Condition        Report By
 GA0492  HISTORY     - 1935     MONUMENTED       CGS
 GA0492  HISTORY     - 1960     GOOD             TVA
 GA0492
 GA0492                          STATION DESCRIPTION
 GA0492
 GA0492'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0492'1.4 MI NE FROM ELKANAH.
 GA0492'1.4 MILES NORTHEAST ALONG THE CHINQUAPIN GROVE ROAD FROM THE
 GA0492'SOUTHERN RAILWAY STATION AT ELKANAH, SULLIVAN COUNTY, 150 YARDS
 GA0492'WEST OF A STONE FURNACE AT A LIME KILN, 85 YARDS WEST OF THE BILL
 GA0492'DENNISON FARMHOUSE, AT AN OLD RAILROAD BED LEADING TO AN ABANDONED
 GA0492'QUARRY, AT THE SOUTHWEST END OF A RAILROAD CUT, 51.2 FEET NORTH
 GA0492'OF THE NORTH RAIL OF THE ABANDONED TRACK, IN THE TOP OF A ROCK
 GA0492'LEDGE, AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0492'T 109 1935.  NOTE-- MARK MAY BE REACHED FROM ROAD JUNCTION AT
 GA0492'HILLCREST, HIGHWAY 11 E AND 19 E GO SOUTH ON 19 E, 2.2 MILES TO
 GA0492'NEW ROAD LEFT, TURN EAST AND GO 2.1 MILES TO SIDE ROAD RIGHT,
 GA0492'TURN RIGHT AND GO 0.1 MILES TO MARK ON LEFT OF ROAD.  TABLET SET
 GA0492'VERTICALLY IN NORTH SIDE OF OLD ROCK CUT AT WEST END OF CUT.  MARK
 GA0492'IS 26 FEET NORTH OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0398 ***********************************************************************
 GA0398  DESIGNATION -  T 11
 GA0398  PID         -  GA0398
 GA0398  STATE/COUNTY-  TN/CARTER
 GA0398  USGS QUAD   -  KEENBURG (1960)
 GA0398
 GA0398                         *CURRENT SURVEY CONTROL
 GA0398  ___________________________________________________________________
 GA0398* NAD 83(1986)-  36 24 37.     (N)    082 14 38.     (W)     SCALED    
 GA0398* NAVD 88     -       472.038  (meters)    1548.68   (feet)  ADJUSTED  
 GA0398  ___________________________________________________________________
 GA0398  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0398  DYNAMIC HT  -         471.597 (meters)    1547.23  (feet)  COMP
 GA0398  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 GA0398
 GA0398  VERT ORDER  -  FIRST     CLASS II
 GA0398
 GA0398.The horizontal coordinates were scaled from a topographic map and have
 GA0398.an estimated accuracy of +/- 6 seconds.
 GA0398
 GA0398.The orthometric height was determined by differential leveling
 GA0398.and adjusted by the National Geodetic Survey in June 1991..
 GA0398
 GA0398.The geoid height was determined by GEOID03.
 GA0398
 GA0398.The dynamic height is computed by dividing the NAVD 88
 GA0398.geopotential number by the normal gravity value computed on the
 GA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0398.degrees latitude (g = 980.6199 gals.).
 GA0398
 GA0398.The modeled gravity was interpolated from observed gravity values.
 GA0398
 GA0398;                    North         East    Units  Estimated Accuracy
 GA0398;SPC TN       -   236,900.      936,820.      MT  (+/- 180 meters Scaled)
 GA0398
 GA0398                          SUPERSEDED SURVEY CONTROL
 GA0398
 GA0398  NGVD 29 (??/??/92)  472.190  (m)         1549.18   (f) ADJ UNCH    1 2
 GA0398
 GA0398.Superseded values are not recommended for survey control.
 GA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0398.See file dsdata.txt to determine how the superseded data were derived.
 GA0398
 GA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA884301(NAD 83)
 GA0398_MARKER: DB = BENCH MARK DISK
 GA0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0398_STAMPING: 1549.374 T 11 1933
 GA0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0398+STABILITY: SURFACE MOTION
 GA0398
 GA0398  HISTORY     - Date     Condition        Report By
 GA0398  HISTORY     - 1933     MONUMENTED       CGS
 GA0398  HISTORY     - 1960     GOOD             TVA
 GA0398
 GA0398                          STATION DESCRIPTION
 GA0398
 GA0398'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0398'5 MI N FROM ELIZABETHTON.
 GA0398'5.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM ELIZABETHTON,
 GA0398'CARTER COUNTY, 965 FEET NORTHWEST OF MILEPOST 88, 6 FEET SOUTHWEST
 GA0398'OF THE SOUTHWEST RAIL, 3 FEET HIGHER THAN THE RAIL, AND IN THE
 GA0398'SIDE OF A CLIFF.  A STANDARD DISK, STAMPED 1549.374 T 11 1933 AND
 GA0398'SET VERTICALLY.  NOTE-- FROM JUNCTION HIGHWAY 11-E AND 19-E AT
 GA0398'HILLCRE STREET, GO SOUTH ON 19-E, 2.2 MILES TO NEW ROAD LEFT, TURN
 GA0398'EAST ON NEW ROAD AND GO 1.0 MILE TO SIDE ROAD RIGHT, TURN SOUTH
 GA0398'AND GO 0.7 MILE TO MARK ON WEST SIDE OF ROAD, SET VERTICALLY IN
 GA0398'ROCK CUT 4 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0970 ***********************************************************************
 FZ0970  DESIGNATION -  T 111
 FZ0970  PID         -  FZ0970
 FZ0970  STATE/COUNTY-  TN/JOHNSON
 FZ0970  USGS QUAD   -  DOE (1969)
 FZ0970
 FZ0970                         *CURRENT SURVEY CONTROL
 FZ0970  ___________________________________________________________________
 FZ0970* NAD 83(1986)-  36 25 07.     (N)    081 56 59.     (W)     SCALED    
 FZ0970* NAVD 88     -       667.692  (meters)    2190.59   (feet)  ADJUSTED  
 FZ0970  ___________________________________________________________________
 FZ0970  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FZ0970  DYNAMIC HT  -         667.032 (meters)    2188.42  (feet)  COMP
 FZ0970  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 FZ0970
 FZ0970  VERT ORDER  -  SECOND    CLASS 0
 FZ0970
 FZ0970.The horizontal coordinates were scaled from a topographic map and have
 FZ0970.an estimated accuracy of +/- 6 seconds.
 FZ0970
 FZ0970.The orthometric height was determined by differential leveling
 FZ0970.and adjusted by the National Geodetic Survey in June 1991..
 FZ0970
 FZ0970.The geoid height was determined by GEOID03.
 FZ0970
 FZ0970.The dynamic height is computed by dividing the NAVD 88
 FZ0970.geopotential number by the normal gravity value computed on the
 FZ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0970.degrees latitude (g = 980.6199 gals.).
 FZ0970
 FZ0970.The modeled gravity was interpolated from observed gravity values.
 FZ0970
 FZ0970;                    North         East    Units  Estimated Accuracy
 FZ0970;SPC TN       -   238,880.      963,150.      MT  (+/- 180 meters Scaled)
 FZ0970
 FZ0970                          SUPERSEDED SURVEY CONTROL
 FZ0970
 FZ0970  NGVD 29 (??/??/92)  667.780  (m)         2190.87   (f) ADJ UNCH    2 0
 FZ0970
 FZ0970.Superseded values are not recommended for survey control.
 FZ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0970.See file dsdata.txt to determine how the superseded data were derived.
 FZ0970
 FZ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA148307(NAD 83)
 FZ0970_MARKER: DB = BENCH MARK DISK
 FZ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0970_STAMPING: T 111 1935
 FZ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0970+STABILITY: SURFACE MOTION
 FZ0970
 FZ0970  HISTORY     - Date     Condition        Report By
 FZ0970  HISTORY     - 1935     MONUMENTED       CGS
 FZ0970
 FZ0970                          STATION DESCRIPTION
 FZ0970
 FZ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0970'2.5 MI NW FROM DOEVILLE POST OFFICE.
 FZ0970'2.5 MILES NORTHWEST ALONG A COUNTY ROAD FROM DOEVILLE POST OFFICE,
 FZ0970'JOHNSON COUNTY, THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY 67,
 FZ0970'0.7 MILE SOUTHWEST OF PANDORA, 130 YARDS NORTH OF A DIRT-ROAD
 FZ0970'INTERSECTION, 47 YARDS SOUTH OF THE ENTRANCE TO THE H.B. HOWARD
 FZ0970'RESIDENCE, 31.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 17
 FZ0970'FEET NORTHWEST OF A POLE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 FZ0970'DISK, STAMPED T 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1027 ***********************************************************************
 GA1027  DESIGNATION -  T 112
 GA1027  PID         -  GA1027
 GA1027  STATE/COUNTY-  TN/UNICOI
 GA1027  USGS QUAD   -  FLAG POND (1939)
 GA1027
 GA1027                         *CURRENT SURVEY CONTROL
 GA1027  ___________________________________________________________________
 GA1027* NAD 83(1986)-  36 01 58.     (N)    082 31 21.     (W)     SCALED    
 GA1027* NAVD 88     -       702.42   (+/-2cm)    2304.5    (feet)  VERTCON   
 GA1027  ___________________________________________________________________
 GA1027  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA1027
 GA1027  VERT ORDER  -  ? (See Below)
 GA1027
 GA1027.The horizontal coordinates were scaled from a topographic map and have
 GA1027.an estimated accuracy of +/- 6 seconds.
 GA1027
 GA1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1027.The vertical order pertains to the NGVD 29 superseded value.
 GA1027
 GA1027.The geoid height was determined by GEOID03.
 GA1027
 GA1027;                    North         East    Units  Estimated Accuracy
 GA1027;SPC TN       -   194,120.      913,330.      MT  (+/- 180 meters Scaled)
 GA1027
 GA1027                          SUPERSEDED SURVEY CONTROL
 GA1027
 GA1027  NGVD 29 (??/??/92)  702.525  (m)         2304.87   (f) ADJ UNCH    ?  
 GA1027
 GA1027.Superseded values are not recommended for survey control.
 GA1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1027.See file dsdata.txt to determine how the superseded data were derived.
 GA1027
 GA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV628886(NAD 83)
 GA1027_MARKER: DB = BENCH MARK DISK
 GA1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1027_STAMPING: T 112 1935
 GA1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1027+STABILITY: SURFACE MOTION
 GA1027
 GA1027  HISTORY     - Date     Condition        Report By
 GA1027  HISTORY     - 1935     MONUMENTED       CGS
 GA1027  HISTORY     - 1955     GOOD             NGS
 GA1027
 GA1027                          STATION DESCRIPTION
 GA1027
 GA1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1027'1.9 MI SW FROM ERNESTVILLE.
 GA1027'1.9 MILES SOUTHWEST ALONG THE TILSON MOUNTAIN ROAD FROM THE
 GA1027'JUNCTION OF U.S. HIGHWAY 19 W AND 23 SOUTH OF ERNESTVILLE, UNICOI
 GA1027'COUNTY, 2.6 MILES NORTHEAST OF FLAG POND, ON THE LUKE TIPTON
 GA1027'PROPERTY, 175 FEET SOUTHWEST OF THE HOUSE, 175 FEET SOUTHWEST
 GA1027'OF THE T-JUNCTION OF A ROAD LEADING WEST, 55 FEET SOUTHEAST OF
 GA1027'MURRAY BRANCH, 23.8 FEET NORTH OF A POLE, 15 FEET NORTHWEST OF
 GA1027'THE MAIN ROAD, 5.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GA1027'LOG BARN, 2 FEET LOWER THAN THE ROAD AND 8 FEET NORTHWEST OF
 GA1027'STEEL WITNESS POST.  A STANDARD DISK, STAMPED T 112 1935 AND SET
 GA1027'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1903 ***********************************************************************
 GA1903  DESIGNATION -  T 113
 GA1903  PID         -  GA1903
 GA1903  STATE/COUNTY-  TN/HAMBLEN
 GA1903  USGS QUAD   -  SPRINGVALE (1980)
 GA1903
 GA1903                         *CURRENT SURVEY CONTROL
 GA1903  ___________________________________________________________________
 GA1903* NAD 83(1986)-  36 10 55.     (N)    083 09 59.     (W)     SCALED    
 GA1903* NAVD 88     -       326.223  (meters)    1070.28   (feet)  ADJUSTED  
 GA1903  ___________________________________________________________________
 GA1903  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1903  DYNAMIC HT  -         325.923 (meters)    1069.30  (feet)  COMP
 GA1903  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 GA1903
 GA1903  VERT ORDER  -  SECOND    CLASS 0
 GA1903
 GA1903.The horizontal coordinates were scaled from a topographic map and have
 GA1903.an estimated accuracy of +/- 6 seconds.
 GA1903
 GA1903.The orthometric height was determined by differential leveling
 GA1903.and adjusted by the National Geodetic Survey in June 1991..
 GA1903
 GA1903.The geoid height was determined by GEOID03.
 GA1903
 GA1903.The dynamic height is computed by dividing the NAVD 88
 GA1903.geopotential number by the normal gravity value computed on the
 GA1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1903.degrees latitude (g = 980.6199 gals.).
 GA1903
 GA1903.The modeled gravity was interpolated from observed gravity values.
 GA1903
 GA1903;                    North         East    Units  Estimated Accuracy
 GA1903;SPC TN       -   208,790.      854,860.      MT  (+/- 180 meters Scaled)
 GA1903
 GA1903                          SUPERSEDED SURVEY CONTROL
 GA1903
 GA1903  NGVD 29 (??/??/92)  326.371  (m)         1070.77   (f) ADJ UNCH    2 0
 GA1903
 GA1903.Superseded values are not recommended for survey control.
 GA1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1903.See file dsdata.txt to determine how the superseded data were derived.
 GA1903
 GA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA051063(NAD 83)
 GA1903_MARKER: DB = BENCH MARK DISK
 GA1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1903_STAMPING: T 113 1935
 GA1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1903+STABILITY: SURFACE MOTION
 GA1903
 GA1903  HISTORY     - Date     Condition        Report By
 GA1903  HISTORY     - 1935     MONUMENTED       CGS
 GA1903  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1903
 GA1903                          STATION DESCRIPTION
 GA1903
 GA1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1903'3.4 MI N FROM BEULAH.
 GA1903'IN HAMBLEN COUNTY, 3.4 MILES NORTH ALONG THE MORRISTOWN HIGHWAY
 GA1903'FROM THE INTERSECTION OF THE MOHAWK ROAD AT BEULAH, GREENE COUNTY,
 GA1903'0.6 MILE NORTHWEST OF THE WALTER COOPER GENERAL STORE, 0.6 MILE
 GA1903'SOUTHEAST OF A BRIDGE OVER THE SOUTHERN RAILWAY, AT A SHARP CURVE,
 GA1903'15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTH OF A
 GA1903'POLE, 6.4 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET NORTHEAST OF
 GA1903'A FENCE LINE, AND LEVEL WITH THE HIGHWAY, 31 FEET N-NW OF A 6 IN
 GA1903'SYCAMORE TREE, 2.1 FEET S OF A STEEL WITNESS POST.  A STANDARD
 GA1903'DISK, STAMPED T 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1903
 GA1903                          STATION RECOVERY (1978)
 GA1903
 GA1903'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0906 ***********************************************************************
 GA0906  DESIGNATION -  T 114
 GA0906  PID         -  GA0906
 GA0906  STATE/COUNTY-  TN/GREENE
 GA0906  USGS QUAD   -  CEDAR CREEK (1980)
 GA0906
 GA0906                         *CURRENT SURVEY CONTROL
 GA0906  ___________________________________________________________________
 GA0906* NAD 83(1986)-  36 02 17.     (N)    082 57 55.     (W)     SCALED    
 GA0906* NAVD 88     -       438.008  (meters)    1437.03   (feet)  POSTED    
 GA0906  ___________________________________________________________________
 GA0906  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA0906  DYNAMIC HT  -         437.590 (meters)    1435.66  (feet)  COMP
 GA0906  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 GA0906
 GA0906  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0906
 GA0906.The horizontal coordinates were scaled from a topographic map and have
 GA0906.an estimated accuracy of +/- 6 seconds.
 GA0906
 GA0906.The orthometric height was determined by differential leveling
 GA0906.and adjusted by the National Geodetic Survey in 1992..
 GA0906.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0906.rate of 4.1 thru 8.0 mm/km.
 GA0906
 GA0906.The geoid height was determined by GEOID03.
 GA0906
 GA0906.The dynamic height is computed by dividing the NAVD 88
 GA0906.geopotential number by the normal gravity value computed on the
 GA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0906.degrees latitude (g = 980.6199 gals.).
 GA0906
 GA0906.The modeled gravity was interpolated from observed gravity values.
 GA0906
 GA0906;                    North         East    Units  Estimated Accuracy
 GA0906;SPC TN       -   193,380.      873,430.      MT  (+/- 180 meters Scaled)
 GA0906
 GA0906                          SUPERSEDED SURVEY CONTROL
 GA0906
 GA0906  NGVD 29 (??/??/92)  438.152  (m)         1437.50   (f) ADJ UNCH    2 0
 GA0906
 GA0906.Superseded values are not recommended for survey control.
 GA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0906.See file dsdata.txt to determine how the superseded data were derived.
 GA0906
 GA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV229899(NAD 83)
 GA0906_MARKER: DB = BENCH MARK DISK
 GA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0906_STAMPING: T 114 1935
 GA0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0906+STABILITY: SURFACE MOTION
 GA0906
 GA0906  HISTORY     - Date     Condition        Report By
 GA0906  HISTORY     - 1935     MONUMENTED       CGS
 GA0906  HISTORY     - 1950     GOOD             TVA
 GA0906
 GA0906                          STATION DESCRIPTION
 GA0906
 GA0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0906'1 MI N FROM ST JAMES.
 GA0906'1.0 MILE NORTH ALONG THE CANEY BRANCH ROAD FROM THE POST OFFICE
 GA0906'AT ST. JAMES, GREENE COUNTY, 0.3 MILE SOUTH OF THE INTERSECTION OF
 GA0906'A GRAVEL ROAD, AT THE TOP OF A SOUTH SLOPING HILL, 16 FEET WEST OF
 GA0906'THE CENTERLINE OF THE ROAD, 26 FEET WEST OF A 30 INCH ASH TREE,
 GA0906'12.1 FEET NORTH OF A FENCE CORNER, 37 FEET SOUTH OF THE CENTER
 GA0906'OF A GATE, 1.8 FEET EAST OF A FENCE LINE, AND LEVEL WITH THE
 GA0906'ROAD.  A STANDARD DISK, STAMPED T 114 1935 AND SET IN THE TOP OF A
 GA0906'CONCRETE POST.
 GA0906
 GA0906                          STATION RECOVERY (1950)
 GA0906
 GA0906'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0702 ***********************************************************************
 GA0702  DESIGNATION -  T 115
 GA0702  PID         -  GA0702
 GA0702  STATE/COUNTY-  TN/WASHINGTON
 GA0702  USGS QUAD   -  TELFORD (1971)
 GA0702
 GA0702                         *CURRENT SURVEY CONTROL
 GA0702  ___________________________________________________________________
 GA0702* NAD 83(1986)-  36 09 10.     (N)    082 36 11.     (W)     SCALED    
 GA0702* NAVD 88     -       448.929  (meters)    1472.86   (feet)  ADJUSTED  
 GA0702  ___________________________________________________________________
 GA0702  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0702  DYNAMIC HT  -         448.497 (meters)    1471.44  (feet)  COMP
 GA0702  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 GA0702
 GA0702  VERT ORDER  -  SECOND    CLASS 0
 GA0702
 GA0702.The horizontal coordinates were scaled from a topographic map and have
 GA0702.an estimated accuracy of +/- 6 seconds.
 GA0702
 GA0702.The orthometric height was determined by differential leveling
 GA0702.and adjusted by the National Geodetic Survey in June 1991..
 GA0702
 GA0702.The geoid height was determined by GEOID03.
 GA0702
 GA0702.The dynamic height is computed by dividing the NAVD 88
 GA0702.geopotential number by the normal gravity value computed on the
 GA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0702.degrees latitude (g = 980.6199 gals.).
 GA0702
 GA0702.The modeled gravity was interpolated from observed gravity values.
 GA0702
 GA0702;                    North         East    Units  Estimated Accuracy
 GA0702;SPC TN       -   207,170.      905,620.      MT  (+/- 180 meters Scaled)
 GA0702
 GA0702                          SUPERSEDED SURVEY CONTROL
 GA0702
 GA0702  NGVD 29 (??/??/92)  449.070  (m)         1473.32   (f) ADJ UNCH    2 0
 GA0702
 GA0702.Superseded values are not recommended for survey control.
 GA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0702.See file dsdata.txt to determine how the superseded data were derived.
 GA0702
 GA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA557020(NAD 83)
 GA0702_MARKER: DB = BENCH MARK DISK
 GA0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0702_SP_SET: CULVERT
 GA0702_STAMPING: T 115 1935
 GA0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0702
 GA0702  HISTORY     - Date     Condition        Report By
 GA0702  HISTORY     - 1935     MONUMENTED       CGS
 GA0702  HISTORY     - 1955     GOOD             TVA
 GA0702
 GA0702                          STATION DESCRIPTION
 GA0702
 GA0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0702'3 MI E FROM PLEASANT HILL.
 GA0702'IN WASHINGTON COUNTY, 3.0 MILES EAST ALONG A ROAD LEADING TO
 GA0702'STATE HIGHWAY 107 FROM THE INTERSECTION OF THE CHUCKY HIGHWAY
 GA0702'AT PLEASANT HILL, GREENE COUNTY, 0.3 MILE WEST OF A CONCRETE
 GA0702'BRIDGE OVER CASSI CREEK, AT THE WEST END OF A VALLEY, AT THE
 GA0702'JUNCTION OF STATE HIGHWAY 107, 38.5 FEET NORTHWEST OF THE
 GA0702'CENTERLINE OF THE ROAD, 25.5 FEET SOUTH OF THE CENTERLINE
 GA0702'OF THE HIGHWAY, IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE
 GA0702'CULVERT, 4-1/2 FEET EAST OF THE WEST END, AND 5 FEET LOWER
 GA0702'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 115 1935.
 GA0702
 GA0702                          STATION RECOVERY (1955)
 GA0702
 GA0702'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0526 ***********************************************************************
 GA0526  DESIGNATION -  T 116
 GA0526  PID         -  GA0526
 GA0526  STATE/COUNTY-  TN/SULLIVAN
 GA0526  USGS QUAD   -  BLUFF CITY (1968)
 GA0526
 GA0526                         *CURRENT SURVEY CONTROL
 GA0526  ___________________________________________________________________
 GA0526* NAD 83(1986)-  36 28 02.     (N)    082 17 17.     (W)     SCALED    
 GA0526* NAVD 88     -       425.917  (meters)    1397.36   (feet)  ADJUSTED  
 GA0526  ___________________________________________________________________
 GA0526  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0526  DYNAMIC HT  -         425.523 (meters)    1396.07  (feet)  COMP
 GA0526  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA0526
 GA0526  VERT ORDER  -  SECOND    CLASS 0
 GA0526
 GA0526.The horizontal coordinates were scaled from a topographic map and have
 GA0526.an estimated accuracy of +/- 6 seconds.
 GA0526
 GA0526.The orthometric height was determined by differential leveling
 GA0526.and adjusted by the National Geodetic Survey in June 1991..
 GA0526
 GA0526.The geoid height was determined by GEOID03.
 GA0526
 GA0526.The dynamic height is computed by dividing the NAVD 88
 GA0526.geopotential number by the normal gravity value computed on the
 GA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0526.degrees latitude (g = 980.6199 gals.).
 GA0526
 GA0526.The modeled gravity was interpolated from observed gravity values.
 GA0526
 GA0526;                    North         East    Units  Estimated Accuracy
 GA0526;SPC TN       -   243,070.      932,620.      MT  (+/- 180 meters Scaled)
 GA0526
 GA0526                          SUPERSEDED SURVEY CONTROL
 GA0526
 GA0526  NGVD 29 (??/??/92)  426.070  (m)         1397.86   (f) ADJ UNCH    2 0
 GA0526
 GA0526.Superseded values are not recommended for survey control.
 GA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0526.See file dsdata.txt to determine how the superseded data were derived.
 GA0526
 GA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA845365(NAD 83)
 GA0526_MARKER: DB = BENCH MARK DISK
 GA0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0526_SP_SET: STEPS
 GA0526_STAMPING: T 116 1935
 GA0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0526
 GA0526  HISTORY     - Date     Condition        Report By
 GA0526  HISTORY     - 1935     MONUMENTED       CGS
 GA0526
 GA0526                          STATION DESCRIPTION
 GA0526
 GA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0526'1.5 MI SW FROM BLUFF CITY.
 GA0526'1.5 MILES SOUTHWEST ALONG THE WEAVERS CREEK ROAD FROM THE SOUTHERN
 GA0526'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, 0.8 MILE WEST OF
 GA0526'THE JUNCTION OF U.S. HIGHWAY 11 E, 75 YARDS SOUTH OF THE G.H.
 GA0526'GALLOWAY MILL, AT THE L.J. EADS PROPERTY, IN THE TOP OF THE NORTH
 GA0526'END OF THE CONCRETE STEPS OF THE TERRACE, 7 YARDS SOUTHEAST OF
 GA0526'THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0526'DISK, STAMPED T 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1013 ***********************************************************************
 GA1013  DESIGNATION -  T 117
 GA1013  PID         -  GA1013
 GA1013  STATE/COUNTY-  TN/GREENE
 GA1013  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1013
 GA1013                         *CURRENT SURVEY CONTROL
 GA1013  ___________________________________________________________________
 GA1013* NAD 83(1986)-  36 02 03.     (N)    082 50 57.     (W)     SCALED    
 GA1013* NAVD 88     -       408.172  (meters)    1339.14   (feet)  ADJUSTED  
 GA1013  ___________________________________________________________________
 GA1013  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1013  DYNAMIC HT  -         407.776 (meters)    1337.85  (feet)  COMP
 GA1013  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 GA1013
 GA1013  VERT ORDER  -  SECOND    CLASS 0
 GA1013
 GA1013.The horizontal coordinates were scaled from a topographic map and have
 GA1013.an estimated accuracy of +/- 6 seconds.
 GA1013
 GA1013.The orthometric height was determined by differential leveling
 GA1013.and adjusted by the National Geodetic Survey in June 1991..
 GA1013
 GA1013.The geoid height was determined by GEOID03.
 GA1013
 GA1013.The dynamic height is computed by dividing the NAVD 88
 GA1013.geopotential number by the normal gravity value computed on the
 GA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1013.degrees latitude (g = 980.6199 gals.).
 GA1013
 GA1013.The modeled gravity was interpolated from observed gravity values.
 GA1013
 GA1013;                    North         East    Units  Estimated Accuracy
 GA1013;SPC TN       -   193,280.      883,910.      MT  (+/- 180 meters Scaled)
 GA1013
 GA1013                          SUPERSEDED SURVEY CONTROL
 GA1013
 GA1013  NGVD 29 (??/??/92)  408.284  (m)         1339.51   (f) ADJ UNCH    2 0
 GA1013
 GA1013.Superseded values are not recommended for survey control.
 GA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1013.See file dsdata.txt to determine how the superseded data were derived.
 GA1013
 GA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV334893(NAD 83)
 GA1013_MARKER: DB = BENCH MARK DISK
 GA1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1013_STAMPING: T 117 1935
 GA1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1013+STABILITY: SURFACE MOTION
 GA1013
 GA1013  HISTORY     - Date     Condition        Report By
 GA1013  HISTORY     - 1935     MONUMENTED       CGS
 GA1013  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1013
 GA1013                          STATION DESCRIPTION
 GA1013
 GA1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1013'2.3 MI SE FROM GREENVILLE DAM.
 GA1013'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 70 FROM GREENEVILLE DAM,
 GA1013'GREENE COUNTY, 350 YARDS SOUTHEAST OF THE COVE CREEK SERVICE
 GA1013'STATION, 140 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 GA1013'AT THE BOB CRUM RESIDENCE, 14 YARDS WEST OF THE NORTHWEST CORNER
 GA1013'OF THE HOUSE, 13 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA1013'1 YARD WEST OF A FENCE CORNER, AND 2 FEET HIGHER THAN THE HIGHWAY.
 GA1013'A STANDARD DISK, STAMPED T 117 1935 AND SET IN THE TOP OF A
 GA1013'CONCRETE POST.
 GA1013
 GA1013                          STATION RECOVERY (1950)
 GA1013
 GA1013'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1363 ***********************************************************************
 FB1363  DESIGNATION -  T 118
 FB1363  PID         -  FB1363
 FB1363  STATE/COUNTY-  TN/COCKE
 FB1363  USGS QUAD   -  NEWPORT (1992)
 FB1363
 FB1363                         *CURRENT SURVEY CONTROL
 FB1363  ___________________________________________________________________
 FB1363* NAD 83(1986)-  35 59 17.     (N)    083 08 13.     (W)     SCALED    
 FB1363* NAVD 88     -       353.43   (+/-2cm)    1159.5    (feet)  VERTCON   
 FB1363  ___________________________________________________________________
 FB1363  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FB1363
 FB1363  VERT ORDER  -  ? (See Below)
 FB1363
 FB1363.The horizontal coordinates were scaled from a topographic map and have
 FB1363.an estimated accuracy of +/- 6 seconds.
 FB1363
 FB1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1363.The vertical order pertains to the NGVD 29 superseded value.
 FB1363
 FB1363.The geoid height was determined by GEOID03.
 FB1363
 FB1363;                    North         East    Units  Estimated Accuracy
 FB1363;SPC TN       -   187,370.      858,130.      MT  (+/- 180 meters Scaled)
 FB1363
 FB1363                          SUPERSEDED SURVEY CONTROL
 FB1363
 FB1363  NGVD 29 (??/??/92)  353.574  (m)         1160.02   (f) ADJ UNCH    ?  
 FB1363
 FB1363.Superseded values are not recommended for survey control.
 FB1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1363.See file dsdata.txt to determine how the superseded data were derived.
 FB1363
 FB1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV073847(NAD 83)
 FB1363_MARKER: DB = BENCH MARK DISK
 FB1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1363+STABILITY: SURFACE MOTION
 FB1363
 FB1363  HISTORY     - Date     Condition        Report By
 FB1363  HISTORY     - UNK      MONUMENTED       CGS
 FB1363  HISTORY     - 1937     GOOD             TVA
 FB1363  HISTORY     - 1949     GOOD             NGS
 FB1363
 FB1363                          STATION DESCRIPTION
 FB1363
 FB1363'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FB1363'3.8 MI NE FROM NEWPORT.
 FB1363'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 FB1363'COUNTY, ON THE LAWRENCE RAMSEY PROPERTY, 85.7 FEET SOUTH OF THE
 FB1363'SOUTHWEST CORNER OF THE HOUSE, IN THE FRONT YARD, 19.6 FEET
 FB1363'WEST OF THE EAST GATEPOST AT A FENCE CORNER, 9 FEET WEST OF A
 FB1363'DRIVEWAY, 40 FEET NORTHWEST OF POLE 28, 10 FEET NORTH OF THE
 FB1363'HIGHWAY, AND 1 FOOT NORTH OF THE WIRE FENCE.  A STANDARD DISK, SET
 FB1363'IN THE TOP OF A CONCRETE POST.
 FB1363
 FB1363                          STATION RECOVERY (1949)
 FB1363
 FB1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FB1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1951 ***********************************************************************
 GA1951  DESIGNATION -  T 119
 GA1951  PID         -  GA1951
 GA1951  STATE/COUNTY-  TN/COCKE
 GA1951  USGS QUAD   -  RANKIN (1980)
 GA1951
 GA1951                         *CURRENT SURVEY CONTROL
 GA1951  ___________________________________________________________________
 GA1951* NAD 83(1986)-  36 04 34.     (N)    083 12 40.     (W)     SCALED    
 GA1951* NAVD 88     -       313.955  (meters)    1030.03   (feet)  ADJUSTED  
 GA1951  ___________________________________________________________________
 GA1951  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1951  DYNAMIC HT  -         313.661 (meters)    1029.07  (feet)  COMP
 GA1951  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA1951
 GA1951  VERT ORDER  -  SECOND    CLASS 0
 GA1951
 GA1951.The horizontal coordinates were scaled from a topographic map and have
 GA1951.an estimated accuracy of +/- 6 seconds.
 GA1951
 GA1951.The orthometric height was determined by differential leveling
 GA1951.and adjusted by the National Geodetic Survey in June 1991..
 GA1951
 GA1951.The geoid height was determined by GEOID03.
 GA1951
 GA1951.The dynamic height is computed by dividing the NAVD 88
 GA1951.geopotential number by the normal gravity value computed on the
 GA1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1951.degrees latitude (g = 980.6199 gals.).
 GA1951
 GA1951.The modeled gravity was interpolated from observed gravity values.
 GA1951
 GA1951;                    North         East    Units  Estimated Accuracy
 GA1951;SPC TN       -   196,940.      851,170.      MT  (+/- 180 meters Scaled)
 GA1951
 GA1951                          SUPERSEDED SURVEY CONTROL
 GA1951
 GA1951  NGVD 29 (??/??/92)  314.104  (m)         1030.52   (f) ADJ UNCH    2 0
 GA1951
 GA1951.Superseded values are not recommended for survey control.
 GA1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1951.See file dsdata.txt to determine how the superseded data were derived.
 GA1951
 GA1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV008946(NAD 83)
 GA1951_MARKER: DB = BENCH MARK DISK
 GA1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1951_STAMPING: T 119 1935
 GA1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1951+STABILITY: SURFACE MOTION
 GA1951
 GA1951  HISTORY     - Date     Condition        Report By
 GA1951  HISTORY     - 1935     MONUMENTED       CGS
 GA1951  HISTORY     - 1971     MARK NOT FOUND   TNDT
 GA1951
 GA1951                          STATION DESCRIPTION
 GA1951
 GA1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1951'2.6 MI N FROM RANKIN.
 GA1951'2.6 MILES NORTH ALONG A ROAD LEADING TO U.S. HIGHWAY 25 E FROM
 GA1951'THE POST OFFICE AT RANKIN, AT THE TOM CLARK RESIDENCE, 17.4
 GA1951'FEET NORTHEAST OF THE CENTERLINE OF A WALK TO THE HOUSE, 36
 GA1951'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AT A HEDGE, AND
 GA1951'4 FEET HIGHER THAN THE ROAD, 54 FEET EAST OF POWER POLE, 48
 GA1951'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, AND 20 FEET
 GA1951'SOUTHWEST OF AN 8 IN SPRUCE PINE TREE.  A STANDARD DISK, STAMPED
 GA1951'T 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1951
 GA1951                          STATION RECOVERY (1971)
 GA1951
 GA1951'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1070 ***********************************************************************
 FE1070  DESIGNATION -  T 12
 FE1070  PID         -  FE1070
 FE1070  STATE/COUNTY-  TN/FAYETTE
 FE1070  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1070
 FE1070                         *CURRENT SURVEY CONTROL
 FE1070  ___________________________________________________________________
 FE1070* NAD 83(1986)-  35 00 55.     (N)    089 12 46.     (W)     SCALED    
 FE1070* NAVD 88     -       161.587  (meters)     530.14   (feet)  ADJUSTED  
 FE1070  ___________________________________________________________________
 FE1070  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE1070  DYNAMIC HT  -         161.433 (meters)     529.63  (feet)  COMP
 FE1070  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 FE1070
 FE1070  VERT ORDER  -  SECOND    CLASS 0
 FE1070
 FE1070.The horizontal coordinates were scaled from a topographic map and have
 FE1070.an estimated accuracy of +/- 6 seconds.
 FE1070
 FE1070.The orthometric height was determined by differential leveling
 FE1070.and adjusted by the National Geodetic Survey in June 1991..
 FE1070
 FE1070.The geoid height was determined by GEOID03.
 FE1070
 FE1070.The dynamic height is computed by dividing the NAVD 88
 FE1070.geopotential number by the normal gravity value computed on the
 FE1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1070.degrees latitude (g = 980.6199 gals.).
 FE1070
 FE1070.The modeled gravity was interpolated from observed gravity values.
 FE1070
 FE1070;                    North         East    Units  Estimated Accuracy
 FE1070;SPC TN       -    80,480.      306,800.      MT  (+/- 180 meters Scaled)
 FE1070
 FE1070                          SUPERSEDED SURVEY CONTROL
 FE1070
 FE1070  NGVD 29 (??/??/??)  161.542  (m)          529.99   (f) ADJUSTED    2 0
 FE1070
 FE1070.Superseded values are not recommended for survey control.
 FE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1070.See file dsdata.txt to determine how the superseded data were derived.
 FE1070
 FE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD981769(NAD 83)
 FE1070_MARKER: DB = BENCH MARK DISK
 FE1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1070_STAMPING: T 12 1934
 FE1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1070+STABILITY: SURFACE MOTION
 FE1070
 FE1070  HISTORY     - Date     Condition        Report By
 FE1070  HISTORY     - 1934     MONUMENTED       CGS
 FE1070  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1070
 FE1070                          STATION DESCRIPTION
 FE1070
 FE1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1070'2.8 MI SW FROM GRAND JUNCTION.
 FE1070'IN FAYETTE COUNTY, 2.8 MILES SOUTHWEST ALONG THE ILLINOIS
 FE1070'CENTRAL RAILROAD FROM THE STATION AT GRAND JUNCTION, HARDEMAN
 FE1070'COUNTY, 14 POLES NORTHEAST OF MILEPOST C 521, AT A ROAD CROSSING,
 FE1070'40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET
 FE1070'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 33 FEET SOUTHWEST
 FE1070'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED T 12
 FE1070'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0694 ***********************************************************************
 FB0694  DESIGNATION -  T 121
 FB0694  PID         -  FB0694
 FB0694  STATE/COUNTY-  TN/COCKE
 FB0694  USGS QUAD   -  PAINT ROCK (1991)
 FB0694
 FB0694                         *CURRENT SURVEY CONTROL
 FB0694  ___________________________________________________________________
 FB0694* NAD 83(1986)-  35 56 21.     (N)    082 55 49.     (W)     SCALED    
 FB0694* NAVD 88     -       368.982  (meters)    1210.57   (feet)  ADJUSTED  
 FB0694  ___________________________________________________________________
 FB0694  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB0694  DYNAMIC HT  -         368.623 (meters)    1209.39  (feet)  COMP
 FB0694  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 FB0694
 FB0694  VERT ORDER  -  FIRST     CLASS I
 FB0694
 FB0694.The horizontal coordinates were scaled from a topographic map and have
 FB0694.an estimated accuracy of +/- 6 seconds.
 FB0694
 FB0694.The orthometric height was determined by differential leveling
 FB0694.and adjusted by the National Geodetic Survey in June 1991..
 FB0694
 FB0694.The geoid height was determined by GEOID03.
 FB0694
 FB0694.The dynamic height is computed by dividing the NAVD 88
 FB0694.geopotential number by the normal gravity value computed on the
 FB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0694.degrees latitude (g = 980.6199 gals.).
 FB0694
 FB0694.The modeled gravity was interpolated from observed gravity values.
 FB0694
 FB0694;                    North         East    Units  Estimated Accuracy
 FB0694;SPC TN       -   182,510.      876,930.      MT  (+/- 180 meters Scaled)
 FB0694
 FB0694                          SUPERSEDED SURVEY CONTROL
 FB0694
 FB0694  NGVD 29 (??/??/92)  369.127  (m)         1211.04   (f) ADJ UNCH    1 1
 FB0694
 FB0694.Superseded values are not recommended for survey control.
 FB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0694.See file dsdata.txt to determine how the superseded data were derived.
 FB0694
 FB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV258789(NAD 83)
 FB0694_MARKER: DB = BENCH MARK DISK
 FB0694_SETTING: 66 = SET IN ROCK OUTCROP
 FB0694_SP_SET: ROCK CUT
 FB0694_STAMPING: T 121 1935
 FB0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0694+STABILITY: POSITION/ELEVATION WELL
 FB0694
 FB0694  HISTORY     - Date     Condition        Report By
 FB0694  HISTORY     - 1935     MONUMENTED       CGS
 FB0694  HISTORY     - 1967     GOOD             NGS
 FB0694
 FB0694                          STATION DESCRIPTION
 FB0694
 FB0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0694'7.4 MI E FROM DEL RIO.
 FB0694'ABOUT 7.4 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0694'FROM THE STATION AT DEL RIO, 7 1/2 POLES NORTHEAST OF MILEPOST 188,
 FB0694'NEAR A WATER FALL IN THE FRENCH BROAD RIVER, 8 FEET SOUTHEAST
 FB0694'OF THE SOUTHEAST RAIL OF THE TRACK, SET VERTICALLY IN THE
 FB0694'NORTHWEST FACE OF THE SOUTHEAST ROCK BANK OF A CUT FOR THE
 FB0694'RAILROAD, 2 RAILS NORTHEAST OF THE SOUTHWEST END OF THE CUT, ABOUT
 FB0694'3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE
 FB0694'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1742 ***********************************************************************
 GA1742  DESIGNATION -  T 123
 GA1742  PID         -  GA1742
 GA1742  STATE/COUNTY-  TN/COCKE
 GA1742  USGS QUAD   -  RANKIN (1980)
 GA1742
 GA1742                         *CURRENT SURVEY CONTROL
 GA1742  ___________________________________________________________________
 GA1742* NAD 83(1986)-  36 00 28.     (N)    083 11 58.     (W)     SCALED    
 GA1742* NAVD 88     -       310.268  (meters)    1017.94   (feet)  ADJUSTED  
 GA1742  ___________________________________________________________________
 GA1742  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA1742  DYNAMIC HT  -         309.976 (meters)    1016.98  (feet)  COMP
 GA1742  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 GA1742
 GA1742  VERT ORDER  -  FIRST     CLASS II
 GA1742
 GA1742.The horizontal coordinates were scaled from a topographic map and have
 GA1742.an estimated accuracy of +/- 6 seconds.
 GA1742
 GA1742.The orthometric height was determined by differential leveling
 GA1742.and adjusted by the National Geodetic Survey in June 1991..
 GA1742
 GA1742.The geoid height was determined by GEOID03.
 GA1742
 GA1742.The dynamic height is computed by dividing the NAVD 88
 GA1742.geopotential number by the normal gravity value computed on the
 GA1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1742.degrees latitude (g = 980.6199 gals.).
 GA1742
 GA1742.The modeled gravity was interpolated from observed gravity values.
 GA1742
 GA1742;                    North         East    Units  Estimated Accuracy
 GA1742;SPC TN       -   189,390.      852,440.      MT  (+/- 180 meters Scaled)
 GA1742
 GA1742                          SUPERSEDED SURVEY CONTROL
 GA1742
 GA1742  NGVD 29 (??/??/92)  310.411  (m)         1018.41   (f) ADJ UNCH    1 2
 GA1742
 GA1742.Superseded values are not recommended for survey control.
 GA1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1742.See file dsdata.txt to determine how the superseded data were derived.
 GA1742
 GA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV017870(NAD 83)
 GA1742_MARKER: DB = BENCH MARK DISK
 GA1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1742_SP_SET: SIGNAL BASE
 GA1742_STAMPING: T 123 1935
 GA1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1742
 GA1742  HISTORY     - Date     Condition        Report By
 GA1742  HISTORY     - 1935     MONUMENTED       CGS
 GA1742
 GA1742                          STATION DESCRIPTION
 GA1742
 GA1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1742'3.9 MI NW FROM NEWPORT.
 GA1742'3.9 MILES NORTHWEST OF COURTHOUSE AT NEWPORT BY RAIL.  ALONG
 GA1742'ASHEVILLE TO KNOXVILLE BRANCH OF SOUTHERN RAILWAY, 14.5 RAILS
 GA1742'SOUTHEAST OF MILEPOST NO. 210, 5 YARDS NORTHEAST OF TELEGRAPH
 GA1742'POLE NO. 28, 3 YARDS SOUTHWEST OF SOUTHWEST RAIL, 6 INCHES
 GA1742'BELOW TOP OF RAIL, SET IN BASE OF SIGNAL BOX.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1743 ***********************************************************************
 GA1743  DESIGNATION -  T 123 RESET
 GA1743  PID         -  GA1743
 GA1743  STATE/COUNTY-  TN/COCKE
 GA1743  USGS QUAD   -  RANKIN (1980)
 GA1743
 GA1743                         *CURRENT SURVEY CONTROL
 GA1743  ___________________________________________________________________
 GA1743* NAD 83(1986)-  36 00 28.     (N)    083 11 58.     (W)     SCALED    
 GA1743* NAVD 88     -       312.00   (+/-2cm)    1023.6    (feet)  VERTCON   
 GA1743  ___________________________________________________________________
 GA1743  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA1743
 GA1743  VERT ORDER  -  ? (See Below)
 GA1743
 GA1743.The horizontal coordinates were scaled from a topographic map and have
 GA1743.an estimated accuracy of +/- 6 seconds.
 GA1743
 GA1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1743.The vertical order pertains to the NGVD 29 superseded value.
 GA1743
 GA1743.The geoid height was determined by GEOID03.
 GA1743
 GA1743;                    North         East    Units  Estimated Accuracy
 GA1743;SPC TN       -   189,390.      852,440.      MT  (+/- 180 meters Scaled)
 GA1743
 GA1743                          SUPERSEDED SURVEY CONTROL
 GA1743
 GA1743  NGVD 29 (??/??/92)  312.148  (m)         1024.11   (f) ADJ UNCH    ?  
 GA1743
 GA1743.Superseded values are not recommended for survey control.
 GA1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1743.See file dsdata.txt to determine how the superseded data were derived.
 GA1743
 GA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV017870(NAD 83)
 GA1743_MARKER: DB = BENCH MARK DISK
 GA1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1743_STAMPING: T 123 RESET 1942
 GA1743_MARK LOGO: CGS   
 GA1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1743+STABILITY: SURFACE MOTION
 GA1743
 GA1743  HISTORY     - Date     Condition        Report By
 GA1743  HISTORY     - 1942     MONUMENTED       CGS
 GA1743  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1743
 GA1743                          STATION DESCRIPTION
 GA1743
 GA1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GA1743'3.5 MI NW FROM NEWPORT.
 GA1743'3.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA1743'AT NEWPORT, ON LAND OWNED IN 1942 BY W.B. STOKELY, AT THE
 GA1743'CROSSING OF A ROAD LEADING TO DEEP FORD BRIDGE, 250 FEET WEST
 GA1743'OF THE TRACK, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA1743'7 FEET SOUTHWEST OF A RAILROAD CROSSING, 17 FEET SOUTHWEST
 GA1743'OF TELEPHONE GUY POLE, 38 FEET SOUTH - SOUTHWEST OF TELEPHONE
 GA1743'POLE NO. 87, 20 FEET NORTHEAST OF 6 IN BLACK WALNUT TREE,
 GA1743'2 FEET SOUTHEAST OF A STEEL WITNESS POST, AND 2 FEET NORTH
 GA1743'OF A FENCE.  A STANDARD DISK, STAMPED T 123 RESET 1942 AND
 GA1743'SET IN THE TOP OF A CONCRETE POST.
 GA1743
 GA1743                          STATION RECOVERY (1967)
 GA1743
 GA1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2043 ***********************************************************************
 FB2043  DESIGNATION -  T 127
 FB2043  PID         -  FB2043
 FB2043  STATE/COUNTY-  TN/BLOUNT
 FB2043  USGS QUAD   -  GATLINBURG (1979)
 FB2043
 FB2043                         *CURRENT SURVEY CONTROL
 FB2043  ___________________________________________________________________
 FB2043* NAD 83(1986)-  35 40 40.     (N)    083 37 19.     (W)     SCALED    
 FB2043* NAVD 88     -       326.61   (+/-2cm)    1071.6    (feet)  VERTCON   
 FB2043  ___________________________________________________________________
 FB2043  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FB2043
 FB2043  VERT ORDER  -  ? (See Below)
 FB2043
 FB2043.The horizontal coordinates were scaled from a topographic map and have
 FB2043.an estimated accuracy of +/- 6 seconds.
 FB2043
 FB2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2043.The vertical order pertains to the NGVD 29 superseded value.
 FB2043
 FB2043.The geoid height was determined by GEOID03.
 FB2043
 FB2043;                    North         East    Units  Estimated Accuracy
 FB2043;SPC TN       -   151,780.      815,250.      MT  (+/- 180 meters Scaled)
 FB2043
 FB2043                          SUPERSEDED SURVEY CONTROL
 FB2043
 FB2043  NGVD 29 (??/??/92)  326.682  (m)         1071.79   (f) ADJ UNCH    ?  
 FB2043
 FB2043.Superseded values are not recommended for survey control.
 FB2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2043.See file dsdata.txt to determine how the superseded data were derived.
 FB2043
 FB2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV627513(NAD 83)
 FB2043_MARKER: DB = BENCH MARK DISK
 FB2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2043_STAMPING: T 127 1935
 FB2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2043+STABILITY: SURFACE MOTION
 FB2043
 FB2043  HISTORY     - Date     Condition        Report By
 FB2043  HISTORY     - 1935     MONUMENTED       CGS
 FB2043
 FB2043                          STATION DESCRIPTION
 FB2043
 FB2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2043'0.9 MI E FROM TOWNSEND.
 FB2043'0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM TOWNSEND, 160 FEET
 FB2043'NORTHWEST OF THE INTERSECTION OF A ROAD LEADING TO BETHEL CHURCH
 FB2043'AND THE WEAR VALLEY ROAD, ABOUT 150 FEET NORTHWEST OF A GROCERY
 FB2043'STORE, 24 FEET SOUTHWEST OF THE HIGHWAY, 4.4 FEET NORTHWEST OF
 FB2043'A PAINTED POWER-TRANSMISSION LINE POLE, AND 7 FEET SOUTH-SOUTHWEST
 FB2043'OF THE ABANDONED LITTLE RIVER RAILROAD.  A STANDARD DISK, STAMPED
 FB2043'T 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1774 ***********************************************************************
 GA1774  DESIGNATION -  T 128
 GA1774  PID         -  GA1774
 GA1774  STATE/COUNTY-  TN/HAMBLEN
 GA1774  USGS QUAD   -  MORRISTOWN (1979)
 GA1774
 GA1774                         *CURRENT SURVEY CONTROL
 GA1774  ___________________________________________________________________
 GA1774* NAD 83(1986)-  36 08 03.     (N)    083 17 03.     (W)     SCALED    
 GA1774* NAVD 88     -       358.512  (meters)    1176.22   (feet)  ADJUSTED  
 GA1774  ___________________________________________________________________
 GA1774  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1774  DYNAMIC HT  -         358.177 (meters)    1175.12  (feet)  COMP
 GA1774  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA1774
 GA1774  VERT ORDER  -  FIRST     CLASS I
 GA1774
 GA1774.The horizontal coordinates were scaled from a topographic map and have
 GA1774.an estimated accuracy of +/- 6 seconds.
 GA1774
 GA1774.The orthometric height was determined by differential leveling
 GA1774.and adjusted by the National Geodetic Survey in June 1991..
 GA1774
 GA1774.The geoid height was determined by GEOID03.
 GA1774
 GA1774.The dynamic height is computed by dividing the NAVD 88
 GA1774.geopotential number by the normal gravity value computed on the
 GA1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1774.degrees latitude (g = 980.6199 gals.).
 GA1774
 GA1774.The modeled gravity was interpolated from observed gravity values.
 GA1774
 GA1774;                    North         East    Units  Estimated Accuracy
 GA1774;SPC TN       -   203,190.      844,410.      MT  (+/- 180 meters Scaled)
 GA1774
 GA1774                          SUPERSEDED SURVEY CONTROL
 GA1774
 GA1774  NGVD 29 (??/??/92)  358.657  (m)         1176.69   (f) ADJ UNCH    1 1
 GA1774
 GA1774.Superseded values are not recommended for survey control.
 GA1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1774.See file dsdata.txt to determine how the superseded data were derived.
 GA1774
 GA1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA944012(NAD 83)
 GA1774_MARKER: DB = BENCH MARK DISK
 GA1774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1774_SP_SET: CULVERT
 GA1774_STAMPING: T 128 1935
 GA1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1774
 GA1774  HISTORY     - Date     Condition        Report By
 GA1774  HISTORY     - 1935     MONUMENTED       CGS
 GA1774  HISTORY     - 1967     GOOD             NGS
 GA1774
 GA1774                          STATION DESCRIPTION
 GA1774
 GA1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1774'2.1 MI N FROM WHITE PINE.
 GA1774'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1774'FROM THE POST OFFICE AT WHITE PINE, 3 POLES NORTHEAST OF MILEPOST
 GA1774'221, 0.2 MILE SOUTHWEST OF THE RAILROAD UNDERPASS FOR INTERSTATE
 GA1774'HIGHWAY 81, 5 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1774'TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GA1774'CONCRETE ABUTMENT OF A TWIN CHANNEL CULVERT OVER SINKING FORK
 GA1774'CREEK, 27.5 FEET NORTH-NOTHWEST AND ACROSS THE TRACK FROM BENCH
 GA1774'MARK RV 109 (S.RY.), AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 GA1774'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2191 ***********************************************************************
 GA2191  DESIGNATION -  T 129
 GA2191  PID         -  GA2191
 GA2191  STATE/COUNTY-  TN/JEFFERSON
 GA2191  USGS QUAD   -  NEW MARKET (1987)
 GA2191
 GA2191                         *CURRENT SURVEY CONTROL
 GA2191  ___________________________________________________________________
 GA2191* NAD 83(1986)-  36 05 52.     (N)    083 34 03.     (W)     SCALED    
 GA2191* NAVD 88     -       307.835  (meters)    1009.96   (feet)  ADJUSTED  
 GA2191  ___________________________________________________________________
 GA2191  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2191  DYNAMIC HT  -         307.552 (meters)    1009.03  (feet)  COMP
 GA2191  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA2191
 GA2191  VERT ORDER  -  FIRST     CLASS I
 GA2191
 GA2191.The horizontal coordinates were scaled from a topographic map and have
 GA2191.an estimated accuracy of +/- 6 seconds.
 GA2191
 GA2191.The orthometric height was determined by differential leveling
 GA2191.and adjusted by the National Geodetic Survey in June 1991..
 GA2191
 GA2191.The geoid height was determined by GEOID03.
 GA2191
 GA2191.The dynamic height is computed by dividing the NAVD 88
 GA2191.geopotential number by the normal gravity value computed on the
 GA2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2191.degrees latitude (g = 980.6199 gals.).
 GA2191
 GA2191.The modeled gravity was interpolated from observed gravity values.
 GA2191
 GA2191;                    North         East    Units  Estimated Accuracy
 GA2191;SPC TN       -   198,490.      819,020.      MT  (+/- 180 meters Scaled)
 GA2191
 GA2191                          SUPERSEDED SURVEY CONTROL
 GA2191
 GA2191  NGVD 29 (??/??/92)  307.971  (m)         1010.40   (f) ADJ UNCH    1 1
 GA2191
 GA2191.Superseded values are not recommended for survey control.
 GA2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2191.See file dsdata.txt to determine how the superseded data were derived.
 GA2191
 GA2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV688978(NAD 83)
 GA2191_MARKER: DB = BENCH MARK DISK
 GA2191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2191_SP_SET: CULVERT
 GA2191_STAMPING: T 129 1936
 GA2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2191
 GA2191  HISTORY     - Date     Condition        Report By
 GA2191  HISTORY     - 1936     MONUMENTED       CGS
 GA2191  HISTORY     - 1967     GOOD             NGS
 GA2191
 GA2191                          STATION DESCRIPTION
 GA2191
 GA2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2191'4.4 MI SW FROM JEFFERSON CITY.
 GA2191'ABOUT 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2191'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 0.8
 GA2191'MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM AN OVERPASS OVER
 GA2191'THE TRACK AT NEW MARKET, ABOUT 100 YARDS NORTHWEST OF THE
 GA2191'HIGHWAY, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA2191'HEAD WALL OF AN ARCHED CULVERT OVER LOST CREEK, 7.5 FEET NORTHWEST
 GA2191'OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK, 4 FEET NORTHEAST
 GA2191'OF THE SOUTHWEST END OF THE HEAD WALL AND 2 FEET BELOW THE
 GA2191'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0783 ***********************************************************************
 GD0783  DESIGNATION -  T 13
 GD0783  PID         -  GD0783
 GD0783  STATE/COUNTY-  TN/OBION
 GD0783  USGS QUAD   -  UNION CITY (1980)
 GD0783
 GD0783                         *CURRENT SURVEY CONTROL
 GD0783  ___________________________________________________________________
 GD0783* NAD 83(1986)-  36 24 22.     (N)    089 07 14.     (W)     SCALED    
 GD0783* NAVD 88     -       106.912  (meters)     350.76   (feet)  ADJUSTED  
 GD0783  ___________________________________________________________________
 GD0783  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0783  DYNAMIC HT  -         106.825 (meters)     350.48  (feet)  COMP
 GD0783  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GD0783
 GD0783  VERT ORDER  -  SECOND    CLASS 0
 GD0783
 GD0783.The horizontal coordinates were scaled from a topographic map and have
 GD0783.an estimated accuracy of +/- 6 seconds.
 GD0783
 GD0783.The orthometric height was determined by differential leveling
 GD0783.and adjusted by the National Geodetic Survey in June 1991..
 GD0783
 GD0783.The geoid height was determined by GEOID03.
 GD0783
 GD0783.The dynamic height is computed by dividing the NAVD 88
 GD0783.geopotential number by the normal gravity value computed on the
 GD0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0783.degrees latitude (g = 980.6199 gals.).
 GD0783
 GD0783.The modeled gravity was interpolated from observed gravity values.
 GD0783
 GD0783;                    North         East    Units  Estimated Accuracy
 GD0783;SPC TN       -   234,440.      320,140.      MT  (+/- 180 meters Scaled)
 GD0783
 GD0783                          SUPERSEDED SURVEY CONTROL
 GD0783
 GD0783  NGVD 29 (??/??/??)  106.896  (m)          350.71   (f) ADJUSTED    2 0
 GD0783
 GD0783.Superseded values are not recommended for survey control.
 GD0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0783.See file dsdata.txt to determine how the superseded data were derived.
 GD0783
 GD0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF098310(NAD 83)
 GD0783_MARKER: DB = BENCH MARK DISK
 GD0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0783_STAMPING: T 13 1935
 GD0783_MARK LOGO: CGS   
 GD0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0783+STABILITY: SURFACE MOTION
 GD0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0783+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0783
 GD0783  HISTORY     - Date     Condition        Report By
 GD0783  HISTORY     - 1935     MONUMENTED       CGS
 GD0783  HISTORY     - 1967     GOOD             CGS
 GD0783  HISTORY     - 20020801 GOOD             USACE
 GD0783
 GD0783                          STATION DESCRIPTION
 GD0783
 GD0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0783'4.1 MI SW FROM UNION CITY.
 GD0783'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM UNION CITY, 0.4
 GD0783'MILE SOUTH OF A CURVE, MIDWAY BETWEEN TWO SMALL CONCRETE BRIDGES,
 GD0783'AT THE JUNCTION OF A ROAD LEADING WEST, 27 FEET WEST OF THE
 GD0783'CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF
 GD0783'THE ROAD, AND NEAR A FENCE CORNER.  A STANDARD DISK, STAMPED
 GD0783'T 13 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK
 GD0783'IS NOW 0.6 OF A FOOT NE OF A METAL WITNESS POST AND SIGN.
 GD0783
 GD0783                          STATION RECOVERY (1967)
 GD0783
 GD0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0783'RECOVERED IN GOOD CONDITION.
 GD0783
 GD0783                          STATION RECOVERY (2002)
 GD0783
 GD0783'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0783'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 45W SOUTH AND
 GD0783'STATE HIGHWAY 22 SOUTH IN UNION CITY, TENNESSEE, PROCEED WEST ALONG
 GD0783'HIGHWAY 22 FOR 0.6 MI (1.0 KM) TO ITS INTERSECTION WITH US HIGHWAY 51.
 GD0783'CONTINUE WEST ALONG HIGHWAY 51 FOR 0.2 MI (0.3 KM) TO ITS INTERSECTION
 GD0783'WITH STATE HIGHWAY 184.  BEAR RIGHT AND CONTINUE WEST ALONG STATE
 GD0783'HIGHWAY 184 FOR 3.2 MI (5.1 KM) TO ITS INTERSECTION WITH BEECH CHAPEL
 GD0783'ROAD ON THE RIGHT LEADING WEST AND THE MARK.  THE STATION IS LOCATED
 GD0783'28.0 FT (8.5 M) WEST OF CENTERLINE OF HIGHWAY 184, 23.0 FT (7.0 M)
 GD0783'SOUTH OF CENTERLINE OF BEECH CHAPEL ROAD AND 1.0 FT (0.3 M) SOUTH OF
 GD0783'POWER POLE NO 154.  A STANDARD CGS DISC SET IN THE TOP OF 6 INCH X 6
 GD0783'INCH CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.  DESCRIBED BY
 GD0783'JAMES M HAMNA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0054 ***********************************************************************
 FC0054  DESIGNATION -  T 130
 FC0054  PID         -  FC0054
 FC0054  STATE/COUNTY-  TN/LOUDON
 FC0054  USGS QUAD   -  LENOIR CITY (1986)
 FC0054
 FC0054                         *CURRENT SURVEY CONTROL
 FC0054  ___________________________________________________________________
 FC0054* NAD 83(1986)-  35 45 23.     (N)    084 19 08.     (W)     SCALED    
 FC0054* NAVD 88     -       258.218  (meters)     847.17   (feet)  ADJUSTED  
 FC0054  ___________________________________________________________________
 FC0054  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0054  DYNAMIC HT  -         257.972 (meters)     846.36  (feet)  COMP
 FC0054  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FC0054
 FC0054  VERT ORDER  -  FIRST     CLASS I
 FC0054
 FC0054.The horizontal coordinates were scaled from a topographic map and have
 FC0054.an estimated accuracy of +/- 6 seconds.
 FC0054
 FC0054.The orthometric height was determined by differential leveling
 FC0054.and adjusted by the National Geodetic Survey in June 1991..
 FC0054
 FC0054.The geoid height was determined by GEOID03.
 FC0054
 FC0054.The dynamic height is computed by dividing the NAVD 88
 FC0054.geopotential number by the normal gravity value computed on the
 FC0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0054.degrees latitude (g = 980.6199 gals.).
 FC0054
 FC0054.The modeled gravity was interpolated from observed gravity values.
 FC0054
 FC0054;                    North         East    Units  Estimated Accuracy
 FC0054;SPC TN       -   159,190.      752,030.      MT  (+/- 180 meters Scaled)
 FC0054
 FC0054                          SUPERSEDED SURVEY CONTROL
 FC0054
 FC0054  NGVD 29 (??/??/92)  258.323  (m)          847.51   (f) ADJ UNCH    1 1
 FC0054
 FC0054.Superseded values are not recommended for survey control.
 FC0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0054.See file dsdata.txt to determine how the superseded data were derived.
 FC0054
 FC0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE424602(NAD 83)
 FC0054_MARKER: DB = BENCH MARK DISK
 FC0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0054_STAMPING: T 130 1936
 FC0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0054+STABILITY: SURFACE MOTION
 FC0054
 FC0054  HISTORY     - Date     Condition        Report By
 FC0054  HISTORY     - 1936     MONUMENTED       CGS
 FC0054  HISTORY     - 1968     GOOD             NGS
 FC0054
 FC0054                          STATION DESCRIPTION
 FC0054
 FC0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0054'1.4 MI NE FROM LOUDON.
 FC0054'ABOUT 1.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0054'STATION AT LOUDON, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 158,
 FC0054'55 FEET NORTH OF THE EAST CORNER OF U.S. HIGHWAY 11 OVERPASS OVER
 FC0054'THE TRACK, 37.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 1/2
 FC0054'FEET EAST OF THE EAST END OF THE SECOND PIER OF THE OVERPASS
 FC0054'THAT IS SOUTHEAST OF THE TRACK, 7 FEET WEST OF A FENCE LINE,
 FC0054'1.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 11 FEET ABOVE
 FC0054'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0054'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0637 ***********************************************************************
 GB0637  DESIGNATION -  T 131
 GB0637  PID         -  GB0637
 GB0637  STATE/COUNTY-  TN/ANDERSON
 GB0637  USGS QUAD   -  NORRIS (1990)
 GB0637
 GB0637                         *CURRENT SURVEY CONTROL
 GB0637  ___________________________________________________________________
 GB0637* NAD 83(1986)-  36 11 29.     (N)    084 05 08.     (W)     SCALED    
 GB0637* NAVD 88     -       329.349  (meters)    1080.54   (feet)  ADJUSTED  
 GB0637  ___________________________________________________________________
 GB0637  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB0637  DYNAMIC HT  -         329.052 (meters)    1079.56  (feet)  COMP
 GB0637  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 GB0637
 GB0637  VERT ORDER  -  SECOND    CLASS 0
 GB0637
 GB0637.The horizontal coordinates were scaled from a topographic map and have
 GB0637.an estimated accuracy of +/- 6 seconds.
 GB0637
 GB0637.The orthometric height was determined by differential leveling
 GB0637.and adjusted by the National Geodetic Survey in June 1991..
 GB0637
 GB0637.The geoid height was determined by GEOID03.
 GB0637
 GB0637.The dynamic height is computed by dividing the NAVD 88
 GB0637.geopotential number by the normal gravity value computed on the
 GB0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0637.degrees latitude (g = 980.6199 gals.).
 GB0637
 GB0637.The modeled gravity was interpolated from observed gravity values.
 GB0637
 GB0637;                    North         East    Units  Estimated Accuracy
 GB0637;SPC TN       -   207,840.      772,180.      MT  (+/- 180 meters Scaled)
 GB0637
 GB0637                          SUPERSEDED SURVEY CONTROL
 GB0637
 GB0637  NGVD 29 (??/??/92)  329.488  (m)         1081.00   (f) ADJ UNCH    2 0
 GB0637
 GB0637.Superseded values are not recommended for survey control.
 GB0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0637.See file dsdata.txt to determine how the superseded data were derived.
 GB0637
 GB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF620091(NAD 83)
 GB0637_MARKER: DD = SURVEY DISK
 GB0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0637_STAMPING: T 131 1936
 GB0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0637+STABILITY: SURFACE MOTION
 GB0637
 GB0637  HISTORY     - Date     Condition        Report By
 GB0637  HISTORY     - 1936     MONUMENTED       TVA
 GB0637  HISTORY     - 1949     GOOD             NGS
 GB0637  HISTORY     - 1972     GOOD             TVA
 GB0637
 GB0637                          STATION DESCRIPTION
 GB0637
 GB0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0637'1.3 MI N FROM NORRIS.
 GB0637'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0637'NORRIS, ANDERSON COUNTY, AT THE JUNCTION OF T.V.A. FREEWAY, 70
 GB0637'YARDS SOUTH OF THE CENTERLINE OF WEST NORRIS ROAD, 90 FEET SOUTH
 GB0637'OF A POLE, 15 YARDS SOUTH OF A T-ROAD LEADING WEST, 46.6 FEET
 GB0637'WEST OF THE CENTERLINE OF THE FREEWAY, 10.2 FEET SOUTHEAST OF A
 GB0637'POWER-TRANSMISSION LINE POLE, AND NEAR A STEEL POST WITH A
 GB0637'CONTROL-MARKER SIGN.  A TENNESSEE VALLEY AUTHORITY
 GB0637'PROPERTY-SURVEY STANDARD DISK, STAMPED T 131 1936 AND SET IN THE
 GB0637'TOP OF A CONCRETE POST.
 GB0637
 GB0637                          STATION RECOVERY (1972)
 GB0637
 GB0637'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2334 ***********************************************************************
 GA2334  DESIGNATION -  T 132
 GA2334  PID         -  GA2334
 GA2334  STATE/COUNTY-  TN/CLAIBORNE
 GA2334  USGS QUAD   -  WELL SPRING (1980)
 GA2334
 GA2334                         *CURRENT SURVEY CONTROL
 GA2334  ___________________________________________________________________
 GA2334* NAD 83(1986)-  36 26 51.     (N)    083 55 05.     (W)     SCALED    
 GA2334* NAVD 88     -       336.252  (meters)    1103.19   (feet)  ADJUSTED  
 GA2334  ___________________________________________________________________
 GA2334  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2334  DYNAMIC HT  -         335.958 (meters)    1102.22  (feet)  COMP
 GA2334  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 GA2334
 GA2334  VERT ORDER  -  SECOND    CLASS 0
 GA2334
 GA2334.The horizontal coordinates were scaled from a topographic map and have
 GA2334.an estimated accuracy of +/- 6 seconds.
 GA2334
 GA2334.The orthometric height was determined by differential leveling
 GA2334.and adjusted by the National Geodetic Survey in June 1991..
 GA2334
 GA2334.The geoid height was determined by GEOID03.
 GA2334
 GA2334.The dynamic height is computed by dividing the NAVD 88
 GA2334.geopotential number by the normal gravity value computed on the
 GA2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2334.degrees latitude (g = 980.6199 gals.).
 GA2334
 GA2334.The modeled gravity was interpolated from observed gravity values.
 GA2334
 GA2334;                    North         East    Units  Estimated Accuracy
 GA2334;SPC TN       -   236,560.      786,640.      MT  (+/- 180 meters Scaled)
 GA2334
 GA2334                          SUPERSEDED SURVEY CONTROL
 GA2334
 GA2334  NGVD 29 (??/??/92)  336.406  (m)         1103.69   (f) ADJ UNCH    2 0
 GA2334
 GA2334.Superseded values are not recommended for survey control.
 GA2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2334.See file dsdata.txt to determine how the superseded data were derived.
 GA2334
 GA2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA384375(NAD 83)
 GA2334_MARKER: DB = BENCH MARK DISK
 GA2334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2334_SP_SET: LIMESTONE SLAB
 GA2334_STAMPING: T 132 1936
 GA2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2334
 GA2334  HISTORY     - Date     Condition        Report By
 GA2334  HISTORY     - 1936     MONUMENTED       CGS
 GA2334  HISTORY     - 1949     GOOD             NGS
 GA2334  HISTORY     - 1965     GOOD             NGS
 GA2334
 GA2334                          STATION DESCRIPTION
 GA2334
 GA2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2334'13.5 MI E FROM LA FOLLETTE.
 GA2334'IN CLAIBORNE COUNTY, 13.5 MILES EAST ALONG STATE HIGHWAY 63 FROM
 GA2334'THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT LA FOLLETTE,
 GA2334'CAMPBELL COUNTY, 2.4 MILES EAST OF THE WELL SPRINGS SCHOOL, 2.2
 GA2334'MILES WEST OF THE SPEEDWELL CHURCH, AT THE ELLISON STORE, 2 FEET
 GA2334'SOUTH OF THE SOUTHWEST CORNER, AND IN THE TOP OF A LIMESTONE
 GA2334'SLAB.  A STANDARD DISK, STAMPED T 132 1936.
 GA2334
 GA2334                          STATION RECOVERY (1965)
 GA2334
 GA2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0850 ***********************************************************************
 GD0850  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0850  DESIGNATION -  T 133
 GD0850  PID         -  GD0850
 GD0850  STATE/COUNTY-  TN/LAKE
 GD0850  USGS QUAD   -  MOORING (1983)
 GD0850
 GD0850                         *CURRENT SURVEY CONTROL
 GD0850  ___________________________________________________________________
 GD0850* NAD 83(1995)-  36 16 00.52121(N)    089 31 05.12986(W)     ADJUSTED  
 GD0850* NAVD 88     -        84.14   (meters)     276.0    (feet)  GPS OBS   
 GD0850  ___________________________________________________________________
 GD0850  X           -      43,303.670 (meters)                     COMP
 GD0850  Y           -  -5,148,404.053 (meters)                     COMP
 GD0850  Z           -   3,752,135.633 (meters)                     COMP
 GD0850  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GD0850  ELLIP HEIGHT-          55.74  (meters)          (05/31/05) GPS OBS
 GD0850  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0850  DYNAMIC HT  -          84.07  (meters)     275.8   (feet)  COMP
 GD0850  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GD0850
 GD0850  HORZ ORDER  -  FIRST
 GD0850  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0850  ELLP ORDER  -  FOURTH    CLASS II
 GD0850
 GD0850.The horizontal coordinates were established by GPS observations
 GD0850.and adjusted by the National Geodetic Survey in May 2005..
 GD0850
 GD0850.The orthometric height was determined by GPS observations and a
 GD0850.high-resolution geoid model using precise GPS observation and
 GD0850.processing techniques. It supersedes the leveled height previously
 GD0850.determined for this station.
 GD0850.The vertical order pertains to the first NAVD 88 superseded value.
 GD0850
 GD0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0850
 GD0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0850
 GD0850.The ellipsoidal height was determined by GPS observations
 GD0850.and is referenced to NAD 83.
 GD0850
 GD0850.The geoid height was determined by GEOID03.
 GD0850
 GD0850.The dynamic height is computed by dividing the NAVD 88
 GD0850.geopotential number by the normal gravity value computed on the
 GD0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0850.degrees latitude (g = 980.6199 gals.).
 GD0850
 GD0850.The modeled gravity was interpolated from observed gravity values.
 GD0850
 GD0850;                    North         East     Units Scale Factor Converg.
 GD0850;SPC TN       -   220,201.449   283,943.215   MT  0.99997685   -2 03 34.7
 GD0850;SPC TN       -   722,444.25    931,570.36   sFT  0.99997685   -2 03 34.7
 GD0850;UTM  16      - 4,016,483.921   273,795.275   MT  1.00023050   -1 29 24.7
 GD0850
 GD0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0850!SPC TN       -   0.99999125  x   0.99997685  =   0.99996810
 GD0850!UTM  16      -   0.99999125  x   1.00023050  =   1.00022175
 GD0850
 GD0850                          SUPERSEDED SURVEY CONTROL
 GD0850
 GD0850  NAVD 88 (06/15/91)   84.088  (m)          275.88   (f) ADJUSTED    1 1
 GD0850  NGVD 29 (??/??/??)   84.013  (m)          275.63   (f) ADJUSTED    1 1
 GD0850
 GD0850.Superseded values are not recommended for survey control.
 GD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0850.See file dsdata.txt to determine how the superseded data were derived.
 GD0850
 GD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7379516484(NAD 83)
 GD0850_MARKER: DB = BENCH MARK DISK
 GD0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0850_STAMPING: T 133 1957
 GD0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0850+STABILITY: SURFACE MOTION
 GD0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0850+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD0850
 GD0850  HISTORY     - Date     Condition        Report By
 GD0850  HISTORY     - 1957     MONUMENTED       CGS
 GD0850  HISTORY     - 1974     GOOD             NGS
 GD0850  HISTORY     - 20020723 GOOD             USACE
 GD0850  HISTORY     - 20030709 GOOD             EMCINC
 GD0850
 GD0850                          STATION DESCRIPTION
 GD0850
 GD0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0850'2.6 MI NW FROM RIDGELY.
 GD0850'0.75 MI WEST ALONG POPLAR STREET FROM THE LAKE COUNTY HIGHWAY
 GD0850'COMMISSION OFFICE BLDG AT RIDGELY, THENCE 1.5 MI WEST ALONG
 GD0850'A LEVEE ROAD TO A "T" JUNCTION, THENCE 0.35 MI NORTH ALONG A PAVED
 GD0850'ROAD LEADING NORTH AND SOUTH, NEAR A LIGHT DIRT ROAD LEADING WEST
 GD0850'THROUGH A CULTIVATED FIELD TO THE LEVEE, 173 FT NORTH OF THE DIRT
 GD0850'ROAD, 39.3 FT WEST OF THE CENTER LINE OF A PAVED ROAD, 2 FT
 GD0850'SOUTH OF A POWER POLE, 0.9 FT EAST OF A METAL WITNESS POST, 0.5
 GD0850'FT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD0850'PROJECTING 0.1 FT.
 GD0850
 GD0850                          STATION RECOVERY (2002)
 GD0850
 GD0850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0850'ALL REFERENCE DISTANCES TO MARK OK EXCEPT DESCRIPTION STATES MARK IS
 GD0850'173 FT N OF DIRT ROAD. MEASURED DISTANCE -7/02- IS 123 FT N OF ROAD.
 GD0850
 GD0850                          STATION RECOVERY (2003)
 GD0850
 GD0850'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0850'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0930 ***********************************************************************
 FE0930  DESIGNATION -  T 134
 FE0930  PID         -  FE0930
 FE0930  STATE/COUNTY-  TN/LAUDERDALE
 FE0930  USGS QUAD   -  GATES (1983)
 FE0930
 FE0930                         *CURRENT SURVEY CONTROL
 FE0930  ___________________________________________________________________
 FE0930* NAD 83(1986)-  35 51 26.     (N)    089 23 51.     (W)     SCALED    
 FE0930* NAVD 88     -        90.785  (meters)     297.85   (feet)  ADJUSTED  
 FE0930  ___________________________________________________________________
 FE0930  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0930  DYNAMIC HT  -          90.707 (meters)     297.59  (feet)  COMP
 FE0930  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 FE0930
 FE0930  VERT ORDER  -  FIRST     CLASS I
 FE0930
 FE0930.The horizontal coordinates were scaled from a topographic map and have
 FE0930.an estimated accuracy of +/- 6 seconds.
 FE0930
 FE0930.The orthometric height was determined by differential leveling
 FE0930.and adjusted by the National Geodetic Survey in June 1991..
 FE0930
 FE0930.The geoid height was determined by GEOID03.
 FE0930
 FE0930.The dynamic height is computed by dividing the NAVD 88
 FE0930.geopotential number by the normal gravity value computed on the
 FE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0930.degrees latitude (g = 980.6199 gals.).
 FE0930
 FE0930.The modeled gravity was interpolated from observed gravity values.
 FE0930
 FE0930;                    North         East    Units  Estimated Accuracy
 FE0930;SPC TN       -   174,400.      293,200.      MT  (+/- 180 meters Scaled)
 FE0930
 FE0930                          SUPERSEDED SURVEY CONTROL
 FE0930
 FE0930  NGVD 29 (??/??/??)   90.729  (m)          297.67   (f) ADJUSTED    1 1
 FE0930
 FE0930.Superseded values are not recommended for survey control.
 FE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0930.See file dsdata.txt to determine how the superseded data were derived.
 FE0930
 FE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE835707(NAD 83)
 FE0930_MARKER: DB = BENCH MARK DISK
 FE0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0930_SP_SET: CULVERT
 FE0930_STAMPING: T 134 1957
 FE0930_MARK LOGO: CGS   
 FE0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0930+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 FE0930
 FE0930  HISTORY     - Date     Condition        Report By
 FE0930  HISTORY     - 1957     MONUMENTED       CGS
 FE0930  HISTORY     - 1974     GOOD             NGS
 FE0930  HISTORY     - 20000330 GOOD             NGS
 FE0930  HISTORY     - 20020803 GOOD             USACE
 FE0930
 FE0930                          STATION DESCRIPTION
 FE0930
 FE0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0930'1.2 MI S FROM HALLS.
 FE0930'ABOUT 1.25 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE WATER
 FE0930'PLANT BUILDING AT HALLS, 0.15 MILE SOUTH OF THE CREST OF A HILL,
 FE0930'0.3 MILE NORTH OF THE MAIN ENTRANCE TO THE TUPPERWARE PLANT,
 FE0930'185 YARDS SOUTH OF THE NORTHEAST ENTRANCE TO THE PLANT, 14.5
 FE0930'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE
 FE0930'NORTH END OF THE WEST CONCRETE HEADWALL OF A 6-FOOT CONCRETE
 FE0930'BOX CULVERT, 1 FOOT ABOVE HIGHWAY.
 FE0930
 FE0930                          STATION RECOVERY (2000)
 FE0930
 FE0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 FE0930'GOOD. NO CHANGES IN DESCRIPTION.
 FE0930
 FE0930                          STATION RECOVERY (2002)
 FE0930
 FE0930'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0930'OLD HWY 51 NOW STATE HWY 210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0481 ***********************************************************************
 FC0481  DESIGNATION -  T 15
 FC0481  PID         -  FC0481
 FC0481  STATE/COUNTY-  TN/MCMINN
 FC0481  USGS QUAD   -  ATHENS (1990)
 FC0481
 FC0481                         *CURRENT SURVEY CONTROL
 FC0481  ___________________________________________________________________
 FC0481* NAD 83(1986)-  35 27 26.     (N)    084 34 10.     (W)     SCALED    
 FC0481* NAVD 88     -       283.704  (meters)     930.79   (feet)  ADJUSTED  
 FC0481  ___________________________________________________________________
 FC0481  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0481  DYNAMIC HT  -         283.428 (meters)     929.88  (feet)  COMP
 FC0481  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 FC0481
 FC0481  VERT ORDER  -  SECOND    CLASS 0
 FC0481
 FC0481.The horizontal coordinates were scaled from a topographic map and have
 FC0481.an estimated accuracy of +/- 6 seconds.
 FC0481
 FC0481.The orthometric height was determined by differential leveling
 FC0481.and adjusted by the National Geodetic Survey in June 1991..
 FC0481
 FC0481.The geoid height was determined by GEOID03.
 FC0481
 FC0481.The dynamic height is computed by dividing the NAVD 88
 FC0481.geopotential number by the normal gravity value computed on the
 FC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0481.degrees latitude (g = 980.6199 gals.).
 FC0481
 FC0481.The modeled gravity was interpolated from observed gravity values.
 FC0481
 FC0481;                    North         East    Units  Estimated Accuracy
 FC0481;SPC TN       -   125,640.      729,850.      MT  (+/- 180 meters Scaled)
 FC0481
 FC0481                          SUPERSEDED SURVEY CONTROL
 FC0481
 FC0481  NGVD 29 (??/??/92)  283.774  (m)          931.02   (f) ADJ UNCH    2 0
 FC0481
 FC0481.Superseded values are not recommended for survey control.
 FC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0481.See file dsdata.txt to determine how the superseded data were derived.
 FC0481
 FC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE205264(NAD 83)
 FC0481_MARKER: DB = BENCH MARK DISK
 FC0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0481_STAMPING: T 15 1933
 FC0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0481+STABILITY: SURFACE MOTION
 FC0481
 FC0481  HISTORY     - Date     Condition        Report By
 FC0481  HISTORY     - 1933     MONUMENTED       CGS
 FC0481  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0481
 FC0481                          STATION DESCRIPTION
 FC0481
 FC0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0481'1.8 MI NE FROM ATHENS.
 FC0481'1.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0481'FROM ATHENS, MC MINN COUNTY, 0.5 MILE NORTHEAST OF MILEPOST L
 FC0481'333, 100 FEET EAST OF A BRANCH-LINE SWITCH, AT THE CROSSING OF
 FC0481'A LINE OF POLES, 46 FEET SOUTHEAST OF THE CENTER OF A ROAD
 FC0481'CROSSING, AND 24 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 FC0481'STAMPED T 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1790 ***********************************************************************
 FE1790  DESIGNATION -  T 151
 FE1790  PID         -  FE1790
 FE1790  STATE/COUNTY-  TN/LAUDERDALE
 FE1790  USGS QUAD   -  OSCEOLA (1983)
 FE1790
 FE1790                         *CURRENT SURVEY CONTROL
 FE1790  ___________________________________________________________________
 FE1790* NAD 83(1986)-  35 43 15.     (N)    089 53 59.     (W)     SCALED    
 FE1790* NAVD 88     -        75.464  (meters)     247.58   (feet)  ADJUSTED  
 FE1790  ___________________________________________________________________
 FE1790  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1790  DYNAMIC HT  -          75.400 (meters)     247.37  (feet)  COMP
 FE1790  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1790
 FE1790  VERT ORDER  -  SECOND    CLASS 0
 FE1790
 FE1790.The horizontal coordinates were scaled from a topographic map and have
 FE1790.an estimated accuracy of +/- 6 seconds.
 FE1790
 FE1790.The orthometric height was determined by differential leveling
 FE1790.and adjusted by the National Geodetic Survey in June 1991..
 FE1790
 FE1790.The geoid height was determined by GEOID03.
 FE1790
 FE1790.The dynamic height is computed by dividing the NAVD 88
 FE1790.geopotential number by the normal gravity value computed on the
 FE1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1790.degrees latitude (g = 980.6199 gals.).
 FE1790
 FE1790.The modeled gravity was interpolated from observed gravity values.
 FE1790
 FE1790;                    North         East    Units  Estimated Accuracy
 FE1790;SPC TN       -   160,970.      247,260.      MT  (+/- 180 meters Scaled)
 FE1790
 FE1790                          SUPERSEDED SURVEY CONTROL
 FE1790
 FE1790  NGVD 29 (??/??/??)   75.456  (m)          247.56   (f) ADJUSTED    2 0
 FE1790
 FE1790.Superseded values are not recommended for survey control.
 FE1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1790.See file dsdata.txt to determine how the superseded data were derived.
 FE1790
 FE1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE377568(NAD 83)
 FE1790_MARKER: DB = BENCH MARK DISK
 FE1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1790_STAMPING: T 151 1943
 FE1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1790+STABILITY: SURFACE MOTION
 FE1790
 FE1790  HISTORY     - Date     Condition        Report By
 FE1790  HISTORY     - 1943     MONUMENTED       CGS
 FE1790  HISTORY     - 1961     MARK NOT FOUND   CGS
 FE1790
 FE1790                          STATION DESCRIPTION
 FE1790
 FE1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1790'2.2 MI SW FROM GOLDDUST.
 FE1790'2.3 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 FE1790'GOLDDUST, LAUDERDALE COUNTY, 0.4 MILE EAST OF A FRAME FARMHOUSE
 FE1790'ON THE SOUTH SIDE OF THE ROAD WITH A 4-FOOT PECAN TREE IN THE
 FE1790'FRONT YARD, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.4
 FE1790'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF THE
 FE1790'RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.
 FE1790'A STANDARD DISK, STAMPED T 151 1943 AND SET IN THE TOP OF A
 FE1790'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FE1790
 FE1790                          STATION RECOVERY (1961)
 FE1790
 FE1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FE1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1755 ***********************************************************************
 FE1755  DESIGNATION -  T 152
 FE1755  PID         -  FE1755
 FE1755  STATE/COUNTY-  TN/DYER
 FE1755  USGS QUAD   -  KNOB CREEK (1972)
 FE1755
 FE1755                         *CURRENT SURVEY CONTROL
 FE1755  ___________________________________________________________________
 FE1755* NAD 83(1986)-  35 59 42.     (N)    089 35 52.     (W)     SCALED    
 FE1755* NAVD 88     -        79.928  (meters)     262.23   (feet)  ADJUSTED  
 FE1755  ___________________________________________________________________
 FE1755  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE1755  DYNAMIC HT  -          79.861 (meters)     262.01  (feet)  COMP
 FE1755  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 FE1755
 FE1755  VERT ORDER  -  SECOND    CLASS 0
 FE1755
 FE1755.The horizontal coordinates were scaled from a topographic map and have
 FE1755.an estimated accuracy of +/- 6 seconds.
 FE1755
 FE1755.The orthometric height was determined by differential leveling
 FE1755.and adjusted by the National Geodetic Survey in June 1991..
 FE1755
 FE1755.The geoid height was determined by GEOID03.
 FE1755
 FE1755.The dynamic height is computed by dividing the NAVD 88
 FE1755.geopotential number by the normal gravity value computed on the
 FE1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1755.degrees latitude (g = 980.6199 gals.).
 FE1755
 FE1755.The modeled gravity was interpolated from observed gravity values.
 FE1755
 FE1755;                    North         East    Units  Estimated Accuracy
 FE1755;SPC TN       -   190,320.      275,680.      MT  (+/- 180 meters Scaled)
 FE1755
 FE1755                          SUPERSEDED SURVEY CONTROL
 FE1755
 FE1755  NGVD 29 (??/??/??)   79.869  (m)          262.04   (f) ADJUSTED    2 0
 FE1755
 FE1755.Superseded values are not recommended for survey control.
 FE1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1755.See file dsdata.txt to determine how the superseded data were derived.
 FE1755
 FE1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE658865(NAD 83)
 FE1755_MARKER: DB = BENCH MARK DISK
 FE1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1755_STAMPING: T 152 1943
 FE1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1755+STABILITY: SURFACE MOTION
 FE1755
 FE1755  HISTORY     - Date     Condition        Report By
 FE1755  HISTORY     - 1943     MONUMENTED       CGS
 FE1755  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1755
 FE1755                          STATION DESCRIPTION
 FE1755
 FE1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1755'9.2 MI NE FROM HALES POINT.
 FE1755'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 77 FROM THE
 FE1755'PUBLIC SCHOOL AT HELEN POINT LAUDERDALE COUNTY, THENCE 6.1 MILES
 FE1755'NORTH ALONG A PAVED ROAD, 9.7 MILES SOUTHEAST OF RINLEY, DYER
 FE1755'COUNTY, 75 FEET WEST OF THE CENTERLINE OF THE ROAD, 60 FEET
 FE1755'NORTHEAST OF THE NORTHEAST CORNER OF A FRAMEHOUSE, 3.5 FEET NORTH
 FE1755'OF AN 8-INCH ELM TREE, 11 FEET WEST OF A WHITE WOODEN WITNESS
 FE1755'POST, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FE1755'T 152 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING OF
 FE1755'FEET ABOVE GROUND.
 FE1755
 FE1755                          STATION RECOVERY (2002)
 FE1755
 FE1755'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0464 ***********************************************************************
 FE0464  DESIGNATION -  T 154
 FE0464  PID         -  FE0464
 FE0464  STATE/COUNTY-  TN/HARDEMAN
 FE0464  USGS QUAD   -  POCAHONTAS (1950)
 FE0464
 FE0464                         *CURRENT SURVEY CONTROL
 FE0464  ___________________________________________________________________
 FE0464* NAD 83(1986)-  35 03 38.     (N)    088 51 22.     (W)     SCALED    
 FE0464* NAVD 88     -       123.868  (meters)     406.39   (feet)  ADJUSTED  
 FE0464  ___________________________________________________________________
 FE0464  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0464  DYNAMIC HT  -         123.751 (meters)     406.01  (feet)  COMP
 FE0464  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FE0464
 FE0464  VERT ORDER  -  FIRST     CLASS II
 FE0464
 FE0464.The horizontal coordinates were scaled from a topographic map and have
 FE0464.an estimated accuracy of +/- 6 seconds.
 FE0464
 FE0464.The orthometric height was determined by differential leveling
 FE0464.and adjusted by the National Geodetic Survey in June 1991..
 FE0464
 FE0464.The geoid height was determined by GEOID03.
 FE0464
 FE0464.The dynamic height is computed by dividing the NAVD 88
 FE0464.geopotential number by the normal gravity value computed on the
 FE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0464.degrees latitude (g = 980.6199 gals.).
 FE0464
 FE0464.The modeled gravity was interpolated from observed gravity values.
 FE0464
 FE0464;                    North         East    Units  Estimated Accuracy
 FE0464;SPC TN       -    84,490.      339,490.      MT  (+/- 180 meters Scaled)
 FE0464
 FE0464                          SUPERSEDED SURVEY CONTROL
 FE0464
 FE0464  NGVD 29 (??/??/??)  123.842  (m)          406.31   (f) ADJUSTED    1 2
 FE0464
 FE0464.Superseded values are not recommended for survey control.
 FE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0464.See file dsdata.txt to determine how the superseded data were derived.
 FE0464
 FE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD307813(NAD 83)
 FE0464_MARKER: DB = BENCH MARK DISK
 FE0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0464_SP_SET: CONCRETE BASE
 FE0464_STAMPING: T 154 1944
 FE0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0464
 FE0464  HISTORY     - Date     Condition        Report By
 FE0464  HISTORY     - 1944     MONUMENTED       CGS
 FE0464  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0464
 FE0464                          STATION DESCRIPTION
 FE0464
 FE0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0464'1.8 MI E FROM MIDDLETON.
 FE0464'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0464'MIDDLETON, HARDEMAN COUNTY, AT BLOCK SIGNAL 4805 A, IN THE TOP
 FE0464'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 9.5 FEET NORTH OF
 FE0464'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 FE0464'TRACK.  A STANDARD DISK, STAMPED T 154 1944.
 FE0464
 FE0464                          STATION RECOVERY (1983)
 FE0464
 FE0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0464'NOT RECOVERED.  PROBABLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 FE0464'CONSTRUCTED, SEMAPHORES ARE NOW SET ON TOP OF THE ROUND CONCRETE
 FE0464'FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0284 ***********************************************************************
 FE0284  DESIGNATION -  T 155
 FE0284  PID         -  FE0284
 FE0284  STATE/COUNTY-  TN/HARDIN
 FE0284  USGS QUAD   -  COUNCE (1984)
 FE0284
 FE0284                         *CURRENT SURVEY CONTROL
 FE0284  ___________________________________________________________________
 FE0284* NAD 83(1986)-  35 03 42.     (N)    088 16 51.     (W)     SCALED    
 FE0284* NAVD 88     -       117.053  (meters)     384.03   (feet)  ADJUSTED  
 FE0284  ___________________________________________________________________
 FE0284  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE0284  DYNAMIC HT  -         116.945 (meters)     383.68  (feet)  COMP
 FE0284  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 FE0284
 FE0284  VERT ORDER  -  FIRST     CLASS II
 FE0284
 FE0284.The horizontal coordinates were scaled from a topographic map and have
 FE0284.an estimated accuracy of +/- 6 seconds.
 FE0284
 FE0284.The orthometric height was determined by differential leveling
 FE0284.and adjusted by the National Geodetic Survey in June 1991..
 FE0284.WARNING-Repeat measurements at this control monument indicate possible
 FE0284.vertical movement.
 FE0284
 FE0284.The geoid height was determined by GEOID03.
 FE0284
 FE0284.The dynamic height is computed by dividing the NAVD 88
 FE0284.geopotential number by the normal gravity value computed on the
 FE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0284.degrees latitude (g = 980.6199 gals.).
 FE0284
 FE0284.The modeled gravity was interpolated from observed gravity values.
 FE0284
 FE0284;                    North         East    Units  Estimated Accuracy
 FE0284;SPC TN       -    83,230.      391,950.      MT  (+/- 180 meters Scaled)
 FE0284
 FE0284                          SUPERSEDED SURVEY CONTROL
 FE0284
 FE0284  NGVD 29 (??/??/??)  117.062  (m)          384.06   (f) ADJUSTED    1 2
 FE0284
 FE0284.Superseded values are not recommended for survey control.
 FE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0284.See file dsdata.txt to determine how the superseded data were derived.
 FE0284
 FE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD832806(NAD 83)
 FE0284_MARKER: DB = BENCH MARK DISK
 FE0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0284_SP_SET: BRIDGE ABUTMENT
 FE0284_STAMPING: T 155 1944
 FE0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0284
 FE0284  HISTORY     - Date     Condition        Report By
 FE0284  HISTORY     - 1944     MONUMENTED       CGS
 FE0284  HISTORY     - 1949     GOOD             CGS
 FE0284
 FE0284                          STATION DESCRIPTION
 FE0284
 FE0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0284'1.6 MI NW FROM COUNCE.
 FE0284'1.6 MILES NORTH ALONG THE HAMBURG ROAD FROM THE POST OFFICE AT
 FE0284'COUNCE, HARDIN COUNTY, AT THE BRIDGE OVER CHAMBERS CREEK, IN
 FE0284'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 7 FEET
 FE0284'WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1-1/2 FEET LOWER
 FE0284'THAN THE ROAD.  A STANDARD DISK, STAMPED T 155 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0981 ***********************************************************************
 FE0981  DESIGNATION -  T 156
 FE0981  PID         -  FE0981
 FE0981  STATE/COUNTY-  TN/FAYETTE
 FE0981  USGS QUAD   -  MOSCOW SE (1983)
 FE0981
 FE0981                         *CURRENT SURVEY CONTROL
 FE0981  ___________________________________________________________________
 FE0981* NAD 83(1986)-  35 03 24.     (N)    089 19 06.     (W)     SCALED    
 FE0981* NAVD 88     -       148.931  (meters)     488.62   (feet)  ADJUSTED  
 FE0981  ___________________________________________________________________
 FE0981  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0981  DYNAMIC HT  -         148.791 (meters)     488.16  (feet)  COMP
 FE0981  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FE0981
 FE0981  VERT ORDER  -  FIRST     CLASS II
 FE0981
 FE0981.The horizontal coordinates were scaled from a topographic map and have
 FE0981.an estimated accuracy of +/- 6 seconds.
 FE0981
 FE0981.The orthometric height was determined by differential leveling
 FE0981.and adjusted by the National Geodetic Survey in June 1991..
 FE0981
 FE0981.The geoid height was determined by GEOID03.
 FE0981
 FE0981.The dynamic height is computed by dividing the NAVD 88
 FE0981.geopotential number by the normal gravity value computed on the
 FE0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0981.degrees latitude (g = 980.6199 gals.).
 FE0981
 FE0981.The modeled gravity was interpolated from observed gravity values.
 FE0981
 FE0981;                    North         East    Units  Estimated Accuracy
 FE0981;SPC TN       -    85,390.      297,330.      MT  (+/- 180 meters Scaled)
 FE0981
 FE0981                          SUPERSEDED SURVEY CONTROL
 FE0981
 FE0981  NGVD 29 (??/??/??)  148.874  (m)          488.43   (f) ADJUSTED    1 2
 FE0981
 FE0981.Superseded values are not recommended for survey control.
 FE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0981.See file dsdata.txt to determine how the superseded data were derived.
 FE0981
 FE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD885817(NAD 83)
 FE0981_MARKER: DB = BENCH MARK DISK
 FE0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0981_STAMPING: T 156 1944
 FE0981_MARK LOGO: CGS   
 FE0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0981+STABILITY: SURFACE MOTION
 FE0981
 FE0981  HISTORY     - Date     Condition        Report By
 FE0981  HISTORY     - 1944     MONUMENTED       CGS
 FE0981  HISTORY     - 1983     GOOD             NGS
 FE0981  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE0981
 FE0981                          STATION DESCRIPTION
 FE0981
 FE0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0981'5.2 MI E FROM MOSCOW.
 FE0981'5.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0981'MOSCOW, FAYETTE COUNTY, 160 FEET WEST OF THE CENTER OF THE ROAD
 FE0981'CROSSING, 15.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 FE0981'EAST OF A POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 FE0981'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED T 156 1944
 FE0981'AND SET IN THE TOP OF A CONCRETE POST.
 FE0981
 FE0981                          STATION RECOVERY (1983)
 FE0981
 FE0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0981'RECOVERED IN GOOD CONDITION.  NOTE, 4.0 METERS (13.0 FT) SOUTH OF THE
 FE0981'SOUTH RAIL.
 FE0981'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE0981
 FE0981                          STATION RECOVERY (2002)
 FE0981
 FE0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0981'SUSPECTED DESTROYED DUE TO DOZER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1128 ***********************************************************************
 FE1128  DESIGNATION -  T 157
 FE1128  PID         -  FE1128
 FE1128  STATE/COUNTY-  TN/SHELBY
 FE1128  USGS QUAD   -  GERMANTOWN (1997)
 FE1128
 FE1128                         *CURRENT SURVEY CONTROL
 FE1128  ___________________________________________________________________
 FE1128* NAD 83(1986)-  35 03 44.     (N)    089 46 00.     (W)     SCALED    
 FE1128* NAVD 88     -       110.080  (meters)     361.15   (feet)  ADJUSTED  
 FE1128  ___________________________________________________________________
 FE1128  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1128  DYNAMIC HT  -         109.977 (meters)     360.82  (feet)  COMP
 FE1128  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FE1128
 FE1128  VERT ORDER  -  FIRST     CLASS II
 FE1128
 FE1128.The horizontal coordinates were scaled from a topographic map and have
 FE1128.an estimated accuracy of +/- 6 seconds.
 FE1128
 FE1128.The orthometric height was determined by differential leveling
 FE1128.and adjusted by the National Geodetic Survey in June 1991..
 FE1128
 FE1128.The geoid height was determined by GEOID03.
 FE1128
 FE1128.The dynamic height is computed by dividing the NAVD 88
 FE1128.geopotential number by the normal gravity value computed on the
 FE1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1128.degrees latitude (g = 980.6199 gals.).
 FE1128
 FE1128.The modeled gravity was interpolated from observed gravity values.
 FE1128
 FE1128;                    North         East    Units  Estimated Accuracy
 FE1128;SPC TN       -    87,480.      256,480.      MT  (+/- 180 meters Scaled)
 FE1128
 FE1128                          SUPERSEDED SURVEY CONTROL
 FE1128
 FE1128  NGVD 29 (??/??/??)  110.036  (m)          361.01   (f) ADJUSTED    1 2
 FE1128
 FE1128.Superseded values are not recommended for survey control.
 FE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1128.See file dsdata.txt to determine how the superseded data were derived.
 FE1128
 FE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD476834(NAD 83)
 FE1128_MARKER: DB = BENCH MARK DISK
 FE1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1128_STAMPING: T 157 1944
 FE1128_MARK LOGO: CGS   
 FE1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1128+STABILITY: SURFACE MOTION
 FE1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1128+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1128
 FE1128  HISTORY     - Date     Condition        Report By
 FE1128  HISTORY     - 1944     MONUMENTED       CGS
 FE1128  HISTORY     - 1983     GOOD             NGS
 FE1128  HISTORY     - 19970513 GOOD             TN1620
 FE1128  HISTORY     - 20021009 GOOD             USACE
 FE1128
 FE1128                          STATION DESCRIPTION
 FE1128
 FE1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1128'6.1 MI W FROM COLLIERVILLE.
 FE1128'6.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1128'COLLIERVILLE, SHELBY COUNTY, 210 FEET EAST OF MILEPOST 534, AT
 FE1128'A ROAD CROSSING, 81 FEET WEST OF THE CENTERLINE OF THE ROAD, 38.6
 FE1128'FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A WHITE
 FE1128'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 FE1128'DISK, STAMPED T 157 1944 AND SET IN THE TOP OF A CONCRETE POST
 FE1128'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1128
 FE1128                          STATION RECOVERY (1983)
 FE1128
 FE1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1128'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.30 METER (1.0 FT) NORTH OF A
 FE1128'WITNESS POST.
 FE1128
 FE1128                          STATION RECOVERY (1997)
 FE1128
 FE1128'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FE1128'RECOVERED IN GOOD CONDITION.
 FE1128
 FE1128                          STATION RECOVERY (2002)
 FE1128
 FE1128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0516 ***********************************************************************
 FE0516  DESIGNATION -  T 158
 FE0516  PID         -  FE0516
 FE0516  STATE/COUNTY-  TN/MCNAIRY
 FE0516  USGS QUAD   -  MASSEYVILLE (1961)
 FE0516
 FE0516                         *CURRENT SURVEY CONTROL
 FE0516  ___________________________________________________________________
 FE0516* NAD 83(1986)-  35 18 42.     (N)    088 37 36.     (W)     SCALED    
 FE0516* NAVD 88     -       139.244  (meters)     456.84   (feet)  ADJUSTED  
 FE0516  ___________________________________________________________________
 FE0516  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE0516  DYNAMIC HT  -         139.116 (meters)     456.42  (feet)  COMP
 FE0516  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 FE0516
 FE0516  VERT ORDER  -  FIRST     CLASS II
 FE0516
 FE0516.The horizontal coordinates were scaled from a topographic map and have
 FE0516.an estimated accuracy of +/- 6 seconds.
 FE0516
 FE0516.The orthometric height was determined by differential leveling
 FE0516.and adjusted by the National Geodetic Survey in June 1991..
 FE0516
 FE0516.The geoid height was determined by GEOID03.
 FE0516
 FE0516.The dynamic height is computed by dividing the NAVD 88
 FE0516.geopotential number by the normal gravity value computed on the
 FE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0516.degrees latitude (g = 980.6199 gals.).
 FE0516
 FE0516.The modeled gravity was interpolated from observed gravity values.
 FE0516
 FE0516;                    North         East    Units  Estimated Accuracy
 FE0516;SPC TN       -   111,750.      361,160.      MT  (+/- 180 meters Scaled)
 FE0516
 FE0516                          SUPERSEDED SURVEY CONTROL
 FE0516
 FE0516  NGVD 29 (??/??/??)  139.250  (m)          456.86   (f) ADJUSTED    1 2
 FE0516
 FE0516.Superseded values are not recommended for survey control.
 FE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0516.See file dsdata.txt to determine how the superseded data were derived.
 FE0516
 FE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE521088(NAD 83)
 FE0516_MARKER: DB = BENCH MARK DISK
 FE0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0516_STAMPING: T 158 1944
 FE0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0516+STABILITY: SURFACE MOTION
 FE0516
 FE0516  HISTORY     - Date     Condition        Report By
 FE0516  HISTORY     - 1944     MONUMENTED       CGS
 FE0516  HISTORY     - 1948     GOOD             CGS
 FE0516  HISTORY     - 1973     GOOD             TVA
 FE0516  HISTORY     - 20020918 POOR             USACE
 FE0516
 FE0516                          STATION DESCRIPTION
 FE0516
 FE0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0516'AT MCNAIRY.
 FE0516'AT MCNAIRY , ABOUT 90 YARDS SOUTH OF THE GULF, MOBILE AND OHIO
 FE0516'RAILROAD STATION, ABOUT 0.15 MILE SOUTH OF MILE POST 359, AT A
 FE0516'PUBLIC ROAD CROSSING, 41 FEET EAST OF THE EAST RAIL OF THE MAIN
 FE0516'TRACK, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11 FEET
 FE0516'NORTHEAST OF THE CROSSING WARNING SIGN, 54.5 FEET NORTH AND ACROSS
 FE0516'THE ROAD FROM A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN
 FE0516'WITNESS POST, 1.5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 FE0516'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- POST AND SIGN SET
 FE0516'1.0 FT NW OF MONUMENT.  A STEEL POST WITH CONTROL MARKER SIGN
 FE0516'WAS SET 2 FEET SOUTH OF MARKER.
 FE0516
 FE0516                          STATION RECOVERY (1973)
 FE0516
 FE0516'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0516'RECOVERED IN GOOD CONDITION.
 FE0516
 FE0516                          STATION RECOVERY (2002)
 FE0516
 FE0516'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0516'MONUMENT LEANING WEST AND LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0750 ***********************************************************************
 FE0750  DESIGNATION -  T 159
 FE0750  PID         -  FE0750
 FE0750  STATE/COUNTY-  TN/MADISON
 FE0750  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0750
 FE0750                         *CURRENT SURVEY CONTROL
 FE0750  ___________________________________________________________________
 FE0750* NAD 83(1986)-  35 34 17.     (N)    088 46 14.     (W)     SCALED    
 FE0750* NAVD 88     -       109.684  (meters)     359.85   (feet)  ADJUSTED  
 FE0750  ___________________________________________________________________
 FE0750  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0750  DYNAMIC HT  -         109.585 (meters)     359.53  (feet)  COMP
 FE0750  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FE0750
 FE0750  VERT ORDER  -  FIRST     CLASS II
 FE0750
 FE0750.The horizontal coordinates were scaled from a topographic map and have
 FE0750.an estimated accuracy of +/- 6 seconds.
 FE0750
 FE0750.The orthometric height was determined by differential leveling
 FE0750.and adjusted by the National Geodetic Survey in June 1991..
 FE0750
 FE0750.The geoid height was determined by GEOID03.
 FE0750
 FE0750.The dynamic height is computed by dividing the NAVD 88
 FE0750.geopotential number by the normal gravity value computed on the
 FE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0750.degrees latitude (g = 980.6199 gals.).
 FE0750
 FE0750.The modeled gravity was interpolated from observed gravity values.
 FE0750
 FE0750;                    North         East    Units  Estimated Accuracy
 FE0750;SPC TN       -   140,920.      348,900.      MT  (+/- 180 meters Scaled)
 FE0750
 FE0750                          SUPERSEDED SURVEY CONTROL
 FE0750
 FE0750  NGVD 29 (??/??/??)  109.716  (m)          359.96   (f) ADJUSTED    1 2
 FE0750
 FE0750.Superseded values are not recommended for survey control.
 FE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0750.See file dsdata.txt to determine how the superseded data were derived.
 FE0750
 FE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE395378(NAD 83)
 FE0750_MARKER: DB = BENCH MARK DISK
 FE0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0750_STAMPING: T 159 1944
 FE0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0750+STABILITY: SURFACE MOTION
 FE0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0750+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0750
 FE0750  HISTORY     - Date     Condition        Report By
 FE0750  HISTORY     - 1944     MONUMENTED       CGS
 FE0750  HISTORY     - 1948     GOOD             CGS
 FE0750  HISTORY     - 20020909 GOOD             USACE
 FE0750
 FE0750                          STATION DESCRIPTION
 FE0750
 FE0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0750'AT PERRY.
 FE0750'AT PERRY, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.2
 FE0750'MILE SOUTHEAST OF MILE POST 382, 290 FEET SOUTHEAST OF THE SOUTH
 FE0750'CORNER OF THE STATION AT PERRY, 36 FEET SOUTHWEST OF THE SOUTHWEST
 FE0750'RAIL OF THE MAIN TRACK, 2.6 FEET SOUTHEAST OF A TELEPHONE POLE,
 FE0750'17 FEET NORTHEAST OF THE CENTER LINE OF A ROAD PARALLELING THE
 FE0750'TRACK, 81 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD CROSSING,
 FE0750'71 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2.5 FEET
 FE0750'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW THE
 FE0750'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0750
 FE0750                          STATION RECOVERY (2002)
 FE0750
 FE0750'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0750'ROAD AT CROSSING IS ROBERTS LANE. STATION AND TELEPHONE POLES NOW
 FE0750'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1134 ***********************************************************************
 FE1134  DESIGNATION -  T 16
 FE1134  PID         -  FE1134
 FE1134  STATE/COUNTY-  TN/SHELBY
 FE1134  USGS QUAD   -  COLLIERVILLE (1965)
 FE1134
 FE1134                         *CURRENT SURVEY CONTROL
 FE1134  ___________________________________________________________________
 FE1134* NAD 83(1986)-  35 02 40.     (N)    089 41 26.     (W)     SCALED    
 FE1134* NAVD 88     -       108.056  (meters)     354.51   (feet)  ADJUSTED  
 FE1134  ___________________________________________________________________
 FE1134  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1134  DYNAMIC HT  -         107.955 (meters)     354.18  (feet)  COMP
 FE1134  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FE1134
 FE1134  VERT ORDER  -  FIRST     CLASS II
 FE1134
 FE1134.The horizontal coordinates were scaled from a topographic map and have
 FE1134.an estimated accuracy of +/- 6 seconds.
 FE1134
 FE1134.The orthometric height was determined by differential leveling
 FE1134.and adjusted by the National Geodetic Survey in June 1991..
 FE1134.WARNING-Repeat measurements at this control monument indicate possible
 FE1134.vertical movement.
 FE1134
 FE1134.The geoid height was determined by GEOID03.
 FE1134
 FE1134.The dynamic height is computed by dividing the NAVD 88
 FE1134.geopotential number by the normal gravity value computed on the
 FE1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1134.degrees latitude (g = 980.6199 gals.).
 FE1134
 FE1134.The modeled gravity was interpolated from observed gravity values.
 FE1134
 FE1134;                    North         East    Units  Estimated Accuracy
 FE1134;SPC TN       -    85,250.      263,340.      MT  (+/- 180 meters Scaled)
 FE1134
 FE1134                          SUPERSEDED SURVEY CONTROL
 FE1134
 FE1134  NGVD 29 (??/??/92)  108.009  (m)          354.36   (f) ADJ UNCH    1 2
 FE1134
 FE1134.Superseded values are not recommended for survey control.
 FE1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1134.See file dsdata.txt to determine how the superseded data were derived.
 FE1134
 FE1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD545812(NAD 83)
 FE1134_MARKER: DB = BENCH MARK DISK
 FE1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1134_STAMPING: T-16 1934
 FE1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1134+STABILITY: SURFACE MOTION
 FE1134
 FE1134  HISTORY     - Date     Condition        Report By
 FE1134  HISTORY     - 1934     MONUMENTED       CGS
 FE1134  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1134  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1134
 FE1134                          STATION DESCRIPTION
 FE1134
 FE1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE1134'1.5 MI W FROM COLLIERVILLE.
 FE1134'ON TOP OF NORTHEAST CORNER OF CONCRETE FOUNDATION OF BLOCK
 FE1134'SIGNAL 523-2A.  13 FEET SOUTH OF CENTERLINE OF SOUTHERN RAILROAD.
 FE1134
 FE1134                          STATION RECOVERY (1983)
 FE1134
 FE1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1134'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 FE1134'CONSTRUCTED.
 FE1134
 FE1134                          STATION RECOVERY (2006)
 FE1134
 FE1134'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1134'THERE ARE NO SIGNS OF ANY BLOCK SIGNALS AT THIS LOCATION, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1135 ***********************************************************************
 FE1135  DESIGNATION -  T 16 RESET
 FE1135  PID         -  FE1135
 FE1135  STATE/COUNTY-  TN/SHELBY
 FE1135  USGS QUAD   -  COLLIERVILLE (1965)
 FE1135
 FE1135                         *CURRENT SURVEY CONTROL
 FE1135  ___________________________________________________________________
 FE1135* NAD 83(1986)-  35 02 40.     (N)    089 41 27.     (W)     SCALED    
 FE1135* NAVD 88     -       108.06   (+/-2cm)     354.5    (feet)  VERTCON   
 FE1135  ___________________________________________________________________
 FE1135  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1135
 FE1135  VERT ORDER  -  ? (See Below)
 FE1135
 FE1135.The horizontal coordinates were scaled from a topographic map and have
 FE1135.an estimated accuracy of +/- 6 seconds.
 FE1135
 FE1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1135.The vertical order pertains to the NGVD 29 superseded value.
 FE1135
 FE1135.The geoid height was determined by GEOID03.
 FE1135
 FE1135;                    North         East    Units  Estimated Accuracy
 FE1135;SPC TN       -    85,250.      263,320.      MT  (+/- 180 meters Scaled)
 FE1135
 FE1135                          SUPERSEDED SURVEY CONTROL
 FE1135
 FE1135  NGVD 29 (??/??/??)  108.009  (m)          354.36   (f) ADJUSTED    ?  
 FE1135
 FE1135.Superseded values are not recommended for survey control.
 FE1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1135.See file dsdata.txt to determine how the superseded data were derived.
 FE1135
 FE1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD545812(NAD 83)
 FE1135_MARKER: DB = BENCH MARK DISK
 FE1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1135_SP_SET: CONCRETE BASE
 FE1135_STAMPING: T 16 1934
 FE1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1135
 FE1135  HISTORY     - Date     Condition        Report By
 FE1135  HISTORY     - 1940     MONUMENTED       CGS
 FE1135  HISTORY     - 1944     GOOD             CGS
 FE1135  HISTORY     - 1963     MARK NOT FOUND   USGS
 FE1135  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1135
 FE1135                          STATION DESCRIPTION
 FE1135
 FE1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1135'1.4 MI W FROM COLLIERVILLE.
 FE1135'ABOUT 1.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1135'AT COLLIERVILLE, SHELBY COUNTY, ABOUT 0.3 MILE WEST OF MILEPOST
 FE1135'529, 9.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND IN THE
 FE1135'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF AN ABANDONED
 FE1135'BLOCK SIGNAL.  A STANDARD DISK, STAMPED T 16 1934.
 FE1135'NOTE-1963 REPORT-THE CONCRETE BASE OF THE ABANDONED BLOCK SIGNAL
 FE1135'COULD NOT BE LOCATED AND A NEW BLOCK SIGNAL HAS BEEN
 FE1135'RECENTLY INSTALLED.
 FE1135
 FE1135                          STATION RECOVERY (1963)
 FE1135
 FE1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FE1135'MARK NOT FOUND.
 FE1135
 FE1135                          STATION RECOVERY (2006)
 FE1135
 FE1135'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1135'THERE ARE NO SIGNS OF ANY BLOCK SIGNALS AT THIS LOCATION, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0682 ***********************************************************************
 FE0682  DESIGNATION -  T 160
 FE0682  PID         -  FE0682
 FE0682  STATE/COUNTY-  TN/GIBSON
 FE0682  USGS QUAD   -  MILAN (1983)
 FE0682
 FE0682                         *CURRENT SURVEY CONTROL
 FE0682  ___________________________________________________________________
 FE0682* NAD 83(1986)-  35 55 52.     (N)    088 45 51.     (W)     SCALED    
 FE0682* NAVD 88     -       130.618  (meters)     428.54   (feet)  ADJUSTED  
 FE0682  ___________________________________________________________________
 FE0682  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0682  DYNAMIC HT  -         130.505 (meters)     428.17  (feet)  COMP
 FE0682  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0682
 FE0682  VERT ORDER  -  FIRST     CLASS II
 FE0682
 FE0682.The horizontal coordinates were scaled from a topographic map and have
 FE0682.an estimated accuracy of +/- 6 seconds.
 FE0682
 FE0682.The orthometric height was determined by differential leveling
 FE0682.and adjusted by the National Geodetic Survey in June 1991..
 FE0682
 FE0682.The geoid height was determined by GEOID03.
 FE0682
 FE0682.The dynamic height is computed by dividing the NAVD 88
 FE0682.geopotential number by the normal gravity value computed on the
 FE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0682.degrees latitude (g = 980.6199 gals.).
 FE0682
 FE0682.The modeled gravity was interpolated from observed gravity values.
 FE0682
 FE0682;                    North         East    Units  Estimated Accuracy
 FE0682;SPC TN       -   180,790.      350,600.      MT  (+/- 180 meters Scaled)
 FE0682
 FE0682                          SUPERSEDED SURVEY CONTROL
 FE0682
 FE0682  NGVD 29 (??/??/??)  130.669  (m)          428.70   (f) ADJUSTED    1 2
 FE0682
 FE0682.Superseded values are not recommended for survey control.
 FE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0682.See file dsdata.txt to determine how the superseded data were derived.
 FE0682
 FE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE408777(NAD 83)
 FE0682_MARKER: DB = BENCH MARK DISK
 FE0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0682_STAMPING: T 160 1944
 FE0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0682+STABILITY: SURFACE MOTION
 FE0682
 FE0682  HISTORY     - Date     Condition        Report By
 FE0682  HISTORY     - 1944     MONUMENTED       CGS
 FE0682  HISTORY     - 1948     GOOD             CGS
 FE0682  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0682
 FE0682                          STATION DESCRIPTION
 FE0682
 FE0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0682'0.8 MI N FROM MILAN.
 FE0682'ABOUT 0.85 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0682'THE STATION AT MILAN, ABOUT 0.45 MILE SOUTH OF MILE POST C 447,
 FE0682'185 YARDS NORTH OF A ROAD CROSSING, 150 YARDS SOUTH OF THE SOUTH
 FE0682'END OF A TRESTLE, 25.3 FEET WEST OF THE WEST RAIL, 6 FEET
 FE0682'SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF THE LINE OF POLES,
 FE0682'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FE0682'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0682'INCHES.
 FE0682
 FE0682                          STATION RECOVERY (2002)
 FE0682
 FE0682'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0349 ***********************************************************************
 GD0349  DESIGNATION -  T 161
 GD0349  PID         -  GD0349
 GD0349  STATE/COUNTY-  TN/WEAKLEY
 GD0349  USGS QUAD   -  GREENFIELD (1985)
 GD0349
 GD0349                         *CURRENT SURVEY CONTROL
 GD0349  ___________________________________________________________________
 GD0349* NAD 83(1986)-  36 12 58.     (N)    088 48 53.     (W)     SCALED    
 GD0349* NAVD 88     -       109.584  (meters)     359.53   (feet)  ADJUSTED  
 GD0349  ___________________________________________________________________
 GD0349  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0349  DYNAMIC HT  -         109.493 (meters)     359.23  (feet)  COMP
 GD0349  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GD0349
 GD0349  VERT ORDER  -  FIRST     CLASS II
 GD0349
 GD0349.The horizontal coordinates were scaled from a topographic map and have
 GD0349.an estimated accuracy of +/- 6 seconds.
 GD0349
 GD0349.The orthometric height was determined by differential leveling
 GD0349.and adjusted by the National Geodetic Survey in June 1991..
 GD0349
 GD0349.The geoid height was determined by GEOID03.
 GD0349
 GD0349.The dynamic height is computed by dividing the NAVD 88
 GD0349.geopotential number by the normal gravity value computed on the
 GD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0349.degrees latitude (g = 980.6199 gals.).
 GD0349
 GD0349.The modeled gravity was interpolated from observed gravity values.
 GD0349
 GD0349;                    North         East    Units  Estimated Accuracy
 GD0349;SPC TN       -   212,530.      346,950.      MT  (+/- 180 meters Scaled)
 GD0349
 GD0349                          SUPERSEDED SURVEY CONTROL
 GD0349
 GD0349  NGVD 29 (??/??/??)  109.608  (m)          359.61   (f) ADJUSTED    1 2
 GD0349
 GD0349.Superseded values are not recommended for survey control.
 GD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0349.See file dsdata.txt to determine how the superseded data were derived.
 GD0349
 GD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF368094(NAD 83)
 GD0349_MARKER: DB = BENCH MARK DISK
 GD0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0349_STAMPING: T 161 1944
 GD0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0349+STABILITY: SURFACE MOTION
 GD0349
 GD0349  HISTORY     - Date     Condition        Report By
 GD0349  HISTORY     - 1944     MONUMENTED       CGS
 GD0349  HISTORY     - 1948     GOOD             CGS
 GD0349  HISTORY     - 1967     GOOD             CGS
 GD0349
 GD0349                          STATION DESCRIPTION
 GD0349
 GD0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0349'1.4 MI S FROM SHARON.
 GD0349'ABOUT 1.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0349'THE STATION AT SHARON, AT A SHORT EAST-WEST TANGENT IN THE TRACK
 GD0349'(THE SOUTH TANGENT OF TRACK BEING FURTHER EAST), ABOUT 220 YARDS
 GD0349'WEST OF MILE POST C 427, 200 YARDS WEST OF BLOCK SIGNAL 426/9,
 GD0349'ABOUT 0.25 MILE SOUTHEAST OF A PUBLIC GRAVEL ROAD CROSSING, AT
 GD0349'A SMALL FARM ROAD CROSSING, 22 FEET SOUTH OF THE SOUTH RAIL, 23
 GD0349'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 37 FEET SOUTHEAST
 GD0349'OF THE CENTER OF THE CROSSING, 36 FEET EAST AND ACROSS THE FARM
 GD0349'ROAD FROM A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 GD0349'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 GD0349'POST PROJECTING 4 INCHES.
 GD0349
 GD0349                          STATION RECOVERY (1967)
 GD0349
 GD0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0712 ***********************************************************************
 GA0712  DESIGNATION -  T 162
 GA0712  PID         -  GA0712
 GA0712  STATE/COUNTY-  TN/HAWKINS
 GA0712  USGS QUAD   -  STONY POINT (1971)
 GA0712
 GA0712                         *CURRENT SURVEY CONTROL
 GA0712  ___________________________________________________________________
 GA0712* NAD 83(1986)-  36 27 00.     (N)    082 51 15.     (W)     SCALED    
 GA0712* NAVD 88     -       343.025  (meters)    1125.41   (feet)  ADJUSTED  
 GA0712  ___________________________________________________________________
 GA0712  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0712  DYNAMIC HT  -         342.714 (meters)    1124.39  (feet)  COMP
 GA0712  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GA0712
 GA0712  VERT ORDER  -  FIRST     CLASS I
 GA0712
 GA0712.The horizontal coordinates were scaled from a topographic map and have
 GA0712.an estimated accuracy of +/- 6 seconds.
 GA0712
 GA0712.The orthometric height was determined by differential leveling
 GA0712.and adjusted by the National Geodetic Survey in June 1991..
 GA0712
 GA0712.The geoid height was determined by GEOID03.
 GA0712
 GA0712.The dynamic height is computed by dividing the NAVD 88
 GA0712.geopotential number by the normal gravity value computed on the
 GA0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0712.degrees latitude (g = 980.6199 gals.).
 GA0712
 GA0712.The modeled gravity was interpolated from observed gravity values.
 GA0712
 GA0712;                    North         East    Units  Estimated Accuracy
 GA0712;SPC TN       -   239,380.      881,970.      MT  (+/- 180 meters Scaled)
 GA0712
 GA0712                          SUPERSEDED SURVEY CONTROL
 GA0712
 GA0712  NGVD 29 (??/??/92)  343.174  (m)         1125.90   (f) ADJ UNCH    1 1
 GA0712
 GA0712.Superseded values are not recommended for survey control.
 GA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0712.See file dsdata.txt to determine how the superseded data were derived.
 GA0712
 GA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338354(NAD 83)
 GA0712_MARKER: DB = BENCH MARK DISK
 GA0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0712_SP_SET: BRIDGE
 GA0712_STAMPING: T 162 1967
 GA0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0712
 GA0712  HISTORY     - Date     Condition        Report By
 GA0712  HISTORY     - 1967     MONUMENTED       CGS
 GA0712
 GA0712                          STATION DESCRIPTION
 GA0712
 GA0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0712'1.2 MI S FROM SURGOINSVILLE.
 GA0712'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA0712'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.25 MILE
 GA0712'NORTHEAST OF MILEPOST 65, 0.1 MILE NORTH OF THE CROSSING OF THE
 GA0712'RAILROAD AND A PRIVATE ROAD, SET IN THE TOP OF THE WEST END OF
 GA0712'THE NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER FORGEY
 GA0712'CREEK, 5 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, AND ABOUT
 GA0712'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1873 ***********************************************************************
 GA1873  DESIGNATION -  T 163
 GA1873  PID         -  GA1873
 GA1873  STATE/COUNTY-  TN/HAMBLEN
 GA1873  USGS QUAD   -  MORRISTOWN (1979)
 GA1873
 GA1873                         *CURRENT SURVEY CONTROL
 GA1873  ___________________________________________________________________
 GA1873* NAD 83(1986)-  36 12 44.     (N)    083 17 36.     (W)     SCALED    
 GA1873* NAVD 88     -       390.596  (meters)    1281.48   (feet)  ADJUSTED  
 GA1873  ___________________________________________________________________
 GA1873  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1873  DYNAMIC HT  -         390.236 (meters)    1280.30  (feet)  COMP
 GA1873  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 GA1873
 GA1873  VERT ORDER  -  FIRST     CLASS I
 GA1873
 GA1873.The horizontal coordinates were scaled from a topographic map and have
 GA1873.an estimated accuracy of +/- 6 seconds.
 GA1873
 GA1873.The orthometric height was determined by differential leveling
 GA1873.and adjusted by the National Geodetic Survey in June 1991..
 GA1873
 GA1873.The geoid height was determined by GEOID03.
 GA1873
 GA1873.The dynamic height is computed by dividing the NAVD 88
 GA1873.geopotential number by the normal gravity value computed on the
 GA1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1873.degrees latitude (g = 980.6199 gals.).
 GA1873
 GA1873.The modeled gravity was interpolated from observed gravity values.
 GA1873
 GA1873;                    North         East    Units  Estimated Accuracy
 GA1873;SPC TN       -   211,830.      843,350.      MT  (+/- 180 meters Scaled)
 GA1873
 GA1873                          SUPERSEDED SURVEY CONTROL
 GA1873
 GA1873  NGVD 29 (??/??/92)  390.725  (m)         1281.90   (f) ADJ UNCH    1 1
 GA1873
 GA1873.Superseded values are not recommended for survey control.
 GA1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1873.See file dsdata.txt to determine how the superseded data were derived.
 GA1873
 GA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA938099(NAD 83)
 GA1873_MARKER: DB = BENCH MARK DISK
 GA1873_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1873_SP_SET: 5 FEET
 GA1873_STAMPING: T 163 1967
 GA1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1873
 GA1873  HISTORY     - Date     Condition        Report By
 GA1873  HISTORY     - 1967     MONUMENTED       CGS
 GA1873
 GA1873                          STATION DESCRIPTION
 GA1873
 GA1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1873'0.1 MI SE FROM MORRISTOWN.
 GA1873'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY
 GA1873'STREET STATION POST OFFICE AT MORRISTOWN, NEAR THE EAST CORNER OF
 GA1873'AN UNPAVED AREA BETWEEN A SIDEWALK AND THE FIRST MUNICIPAL
 GA1873'PARKING LOT, 60 1/2 FEET NORTHEAST OF MILEPOST 89 WHICH IS
 GA1873'LOCATED ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK,
 GA1873'38 1/2 FEET NORTHEAST OF THE CENTERLINE OF HENRY STREET, 28
 GA1873'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 5 FEET
 GA1873'NORTHWEST OF A BRICK FENCE, 8 INCHES SOUTHWEST OF THE CONCRETE
 GA1873'CURB FOR THE PARKING LOT, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 GA1873'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 GA1873'DRIVEN TO A DEPTH OF 5 FEET AND IS ENCASED IN A 5-INCH IRON
 GA1873'PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1186 ***********************************************************************
 FB1186  DESIGNATION -  T 164
 FB1186  PID         -  FB1186
 FB1186  STATE/COUNTY-  TN/COCKE
 FB1186  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1186
 FB1186                         *CURRENT SURVEY CONTROL
 FB1186  ___________________________________________________________________
 FB1186* NAD 83(1986)-  35 56 39.     (N)    083 05 56.     (W)     SCALED    
 FB1186* NAVD 88     -       330.640  (meters)    1084.77   (feet)  ADJUSTED  
 FB1186  ___________________________________________________________________
 FB1186  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1186  DYNAMIC HT  -         330.324 (meters)    1083.74  (feet)  COMP
 FB1186  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 FB1186
 FB1186  VERT ORDER  -  FIRST     CLASS I
 FB1186
 FB1186.The horizontal coordinates were scaled from a topographic map and have
 FB1186.an estimated accuracy of +/- 6 seconds.
 FB1186
 FB1186.The orthometric height was determined by differential leveling
 FB1186.and adjusted by the National Geodetic Survey in June 1991..
 FB1186
 FB1186.The geoid height was determined by GEOID03.
 FB1186
 FB1186.The dynamic height is computed by dividing the NAVD 88
 FB1186.geopotential number by the normal gravity value computed on the
 FB1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1186.degrees latitude (g = 980.6199 gals.).
 FB1186
 FB1186.The modeled gravity was interpolated from observed gravity values.
 FB1186
 FB1186;                    North         East    Units  Estimated Accuracy
 FB1186;SPC TN       -   182,600.      861,710.      MT  (+/- 180 meters Scaled)
 FB1186
 FB1186                          SUPERSEDED SURVEY CONTROL
 FB1186
 FB1186  NGVD 29 (??/??/92)  330.785  (m)         1085.25   (f) ADJ UNCH    1 1
 FB1186
 FB1186.Superseded values are not recommended for survey control.
 FB1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1186.See file dsdata.txt to determine how the superseded data were derived.
 FB1186
 FB1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV106797(NAD 83)
 FB1186_MARKER: DB = BENCH MARK DISK
 FB1186_SETTING: 66 = SET IN ROCK OUTCROP
 FB1186_SP_SET: ROCK OUTCROP
 FB1186_STAMPING: T 164 1967
 FB1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1186+STABILITY: POSITION/ELEVATION WELL
 FB1186
 FB1186  HISTORY     - Date     Condition        Report By
 FB1186  HISTORY     - 1967     MONUMENTED       CGS
 FB1186
 FB1186                          STATION DESCRIPTION
 FB1186
 FB1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1186'5.8 MI NW FROM DEL RIO.
 FB1186'ABOUT 5.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1186'RAILROAD FROM THE STATION AT DEL RIO, OR ABOUT 5.8 MILES EAST
 FB1186'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT
 FB1186'NEWPORT, 23 FEET SOUTHWEST AND ACROSS THE TRACK FROM MILEPOST
 FB1186'201, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 FB1186'TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK OUTCROP,
 FB1186'35 FEET SOUTHWEST AND ACROSS THE TRACK FROM POLE NUMBER 59 F,
 FB1186'20 1/2 FEET SOUTH OF A SWITCH CONTROL, ABOUT 2 FEET ABOVE THE
 FB1186'LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FB1186'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1594 ***********************************************************************
 GC1594  DESIGNATION -  T 166
 GC1594  PID         -  GC1594
 GC1594  STATE/COUNTY-  TN/STEWART
 GC1594  USGS QUAD   -  STANDING ROCK (1986)
 GC1594
 GC1594                         *CURRENT SURVEY CONTROL
 GC1594  ___________________________________________________________________
 GC1594* NAD 83(1986)-  36 22 57.     (N)    087 56 40.     (W)     SCALED    
 GC1594* NAVD 88     -       116.611  (meters)     382.58   (feet)  ADJUSTED  
 GC1594  ___________________________________________________________________
 GC1594  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1594  DYNAMIC HT  -         116.514 (meters)     382.26  (feet)  COMP
 GC1594  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GC1594
 GC1594  VERT ORDER  -  FIRST     CLASS II
 GC1594
 GC1594.The horizontal coordinates were scaled from a topographic map and have
 GC1594.an estimated accuracy of +/- 6 seconds.
 GC1594
 GC1594.The orthometric height was determined by differential leveling
 GC1594.and adjusted by the National Geodetic Survey in June 1991..
 GC1594
 GC1594.The geoid height was determined by GEOID03.
 GC1594
 GC1594.The dynamic height is computed by dividing the NAVD 88
 GC1594.geopotential number by the normal gravity value computed on the
 GC1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1594.degrees latitude (g = 980.6199 gals.).
 GC1594
 GC1594.The modeled gravity was interpolated from observed gravity values.
 GC1594
 GC1594;                    North         East    Units  Estimated Accuracy
 GC1594;SPC TN       -   229,090.      425,550.      MT  (+/- 180 meters Scaled)
 GC1594
 GC1594                          SUPERSEDED SURVEY CONTROL
 GC1594
 GC1594  NGVD 29 (??/??/92)  116.647  (m)          382.70   (f) ADJ UNCH    1 2
 GC1594
 GC1594.Superseded values are not recommended for survey control.
 GC1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1594.See file dsdata.txt to determine how the superseded data were derived.
 GC1594
 GC1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF152267(NAD 83)
 GC1594_MARKER: DB = BENCH MARK DISK
 GC1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1594_SP_SET: BRIDGE
 GC1594_STAMPING: T 166 1947
 GC1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1594
 GC1594  HISTORY     - Date     Condition        Report By
 GC1594  HISTORY     - 1947     MONUMENTED       CGS
 GC1594  HISTORY     - 1972     GOOD             TVA
 GC1594  HISTORY     - 1987     GOOD             USPSQD
 GC1594
 GC1594                          STATION DESCRIPTION
 GC1594
 GC1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1594'6 MI N FROM MC KINNON.
 GC1594'IN STEWART COUNTY, ABOUT 6.0 MILES NORTH ALONG THE T.V.A. ROAD
 GC1594'LEADING TO SCARBOROUGH GENERAL STORE FROM THE METHODIST CHURCH
 GC1594'AT MC KINNON, HOUSTON COUNTY, ABOUT 0.15 MILE SOUTHEAST OF THE
 GC1594'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST TO DOVER, AT THE
 GC1594'150-FOOT CONCRETE BRIDGE OVER EAST FORK LEATHERWOOD CREEK, IN
 GC1594'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE RAILING,
 GC1594'11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GC1594'3-1/2 FEET HIGHER THAN THE BRIDGE FLOOR.  NOTE-- STATION IS AT
 GC1594'THE SE END OF THE CONCRETE RAILING 3 FT N OF S END OF BRIDGE
 GC1594'AND ABOUT 3 1/2 FT HIGHER THAN THE BRIDGE FLOOR.  STATION IS
 GC1594'ABOUT 9 FT S OF WD 72, AND 2.7 FT HIGHER.
 GC1594
 GC1594                          STATION RECOVERY (1972)
 GC1594
 GC1594'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1594'RECOVERED IN GOOD CONDITION.
 GC1594
 GC1594                          STATION RECOVERY (1987)
 GC1594
 GC1594'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1622 ***********************************************************************
 GC1622  DESIGNATION -  T 167
 GC1622  PID         -  GC1622
 GC1622  STATE/COUNTY-  TN/HUMPHREYS
 GC1622  USGS QUAD   -  HALLS CREEK (1973)
 GC1622
 GC1622                         *CURRENT SURVEY CONTROL
 GC1622  ___________________________________________________________________
 GC1622* NAD 83(1986)-  36 09 13.     (N)    087 49 12.     (W)     SCALED    
 GC1622* NAVD 88     -       126.410  (meters)     414.73   (feet)  ADJUSTED  
 GC1622  ___________________________________________________________________
 GC1622  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1622  DYNAMIC HT  -         126.302 (meters)     414.38  (feet)  COMP
 GC1622  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GC1622
 GC1622  VERT ORDER  -  FIRST     CLASS II
 GC1622
 GC1622.The horizontal coordinates were scaled from a topographic map and have
 GC1622.an estimated accuracy of +/- 6 seconds.
 GC1622
 GC1622.The orthometric height was determined by differential leveling
 GC1622.and adjusted by the National Geodetic Survey in June 1991..
 GC1622
 GC1622.The geoid height was determined by GEOID03.
 GC1622
 GC1622.The dynamic height is computed by dividing the NAVD 88
 GC1622.geopotential number by the normal gravity value computed on the
 GC1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1622.degrees latitude (g = 980.6199 gals.).
 GC1622
 GC1622.The modeled gravity was interpolated from observed gravity values.
 GC1622
 GC1622;                    North         East    Units  Estimated Accuracy
 GC1622;SPC TN       -   203,480.      436,240.      MT  (+/- 180 meters Scaled)
 GC1622
 GC1622                          SUPERSEDED SURVEY CONTROL
 GC1622
 GC1622  NGVD 29 (??/??/92)  126.442  (m)          414.84   (f) ADJ UNCH    1 2
 GC1622
 GC1622.Superseded values are not recommended for survey control.
 GC1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1622.See file dsdata.txt to determine how the superseded data were derived.
 GC1622
 GC1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF262012(NAD 83)
 GC1622_MARKER: DB = BENCH MARK DISK
 GC1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1622_STAMPING: T 167 1947
 GC1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1622+STABILITY: SURFACE MOTION
 GC1622
 GC1622  HISTORY     - Date     Condition        Report By
 GC1622  HISTORY     - 1947     MONUMENTED       CGS
 GC1622  HISTORY     - 1972     GOOD             TVA
 GC1622
 GC1622                          STATION DESCRIPTION
 GC1622
 GC1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1622'5.6 MI N FROM WAVERLY.
 GC1622'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1622'WAVERLY, THENCE ABOUT 5.3 MILES NORTH ALONG THE GRAVEL ROAD
 GC1622'LEADING TO MC KINNON, ABOUT 1.2 MILES SOUTHEAST OF THE GENERAL
 GC1622'STORE AT TRINITY, ABOUT 0.3 MILE SOUTH OF THE ONE-LANE STEEL
 GC1622'TRUSS BRIDGE OVER RICHLAND CREEK, 63 FEET SOUTHEAST OF THE
 GC1622'SOUTHEAST CORNER OF A SMALL FRAME FARMHOUSE WEST OF THE ROAD, 32
 GC1622'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE
 GC1622'CORNER POST OF THE YARD FENCE, 4.5 FEET EAST OF A BOARD FENCE
 GC1622'AROUND A GARDEN, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 GC1622'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- ABOUT 12 FT W
 GC1622'OF CENTERLINE GRAVEL DRIVE.
 GC1622
 GC1622                          STATION RECOVERY (1972)
 GC1622
 GC1622'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1244 ***********************************************************************
 FD1244  DESIGNATION -  T 169
 FD1244  PID         -  FD1244
 FD1244  STATE/COUNTY-  TN/PERRY
 FD1244  USGS QUAD   -  POPE (1973)
 FD1244
 FD1244                         *CURRENT SURVEY CONTROL
 FD1244  ___________________________________________________________________
 FD1244* NAD 83(1986)-  35 35 51.     (N)    087 59 24.     (W)     SCALED    
 FD1244* NAVD 88     -       114.755  (meters)     376.49   (feet)  ADJUSTED  
 FD1244  ___________________________________________________________________
 FD1244  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1244  DYNAMIC HT  -         114.653 (meters)     376.16  (feet)  COMP
 FD1244  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FD1244
 FD1244  VERT ORDER  -  FIRST     CLASS II
 FD1244
 FD1244.The horizontal coordinates were scaled from a topographic map and have
 FD1244.an estimated accuracy of +/- 6 seconds.
 FD1244
 FD1244.The orthometric height was determined by differential leveling
 FD1244.and adjusted by the National Geodetic Survey in June 1991..
 FD1244
 FD1244.The geoid height was determined by GEOID03.
 FD1244
 FD1244.The dynamic height is computed by dividing the NAVD 88
 FD1244.geopotential number by the normal gravity value computed on the
 FD1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1244.degrees latitude (g = 980.6199 gals.).
 FD1244
 FD1244.The modeled gravity was interpolated from observed gravity values.
 FD1244
 FD1244;                    North         East    Units  Estimated Accuracy
 FD1244;SPC TN       -   142,090.      419,690.      MT  (+/- 180 meters Scaled)
 FD1244
 FD1244                          SUPERSEDED SURVEY CONTROL
 FD1244
 FD1244  NGVD 29 (??/??/92)  114.765  (m)          376.52   (f) ADJ UNCH    1 2
 FD1244
 FD1244.Superseded values are not recommended for survey control.
 FD1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1244.See file dsdata.txt to determine how the superseded data were derived.
 FD1244
 FD1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE103397(NAD 83)
 FD1244_MARKER: DD = SURVEY DISK
 FD1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1244_SP_SET: CULVERT
 FD1244_STAMPING: T 169 1947
 FD1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1244
 FD1244  HISTORY     - Date     Condition        Report By
 FD1244  HISTORY     - 1947     MONUMENTED       TVA
 FD1244  HISTORY     - 1947     GOOD             NGS
 FD1244
 FD1244                          STATION DESCRIPTION
 FD1244
 FD1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1244'2.2 MI S FROM POPE.
 FD1244'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1244'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 0.35
 FD1244'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE WEST OF A CEMETERY
 FD1244'ON THE NORTH SIDE OF THE ROAD, ABOUT 0.1 MILE EAST OF AN ABANDONED
 FD1244'SCHOOL, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL
 FD1244'OF AN 8-FOOT CONCRETE BOX CULVERT, 12 FEET NORTH OF AND ABOUT
 FD1244'2.5 FEET BELOW THE CENTER LINE OF THE ROAD.  MARK FOUND UN-STAMPED
 FD1244'AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1047 ***********************************************************************
 FD1047  DESIGNATION -  T 170
 FD1047  PID         -  FD1047
 FD1047  STATE/COUNTY-  TN/WAYNE
 FD1047  USGS QUAD   -  CLIFTON (1972)
 FD1047
 FD1047                         *CURRENT SURVEY CONTROL
 FD1047  ___________________________________________________________________
 FD1047* NAD 83(1986)-  35 23 21.     (N)    087 59 08.     (W)     SCALED    
 FD1047* NAVD 88     -       115.318  (meters)     378.34   (feet)  ADJUSTED  
 FD1047  ___________________________________________________________________
 FD1047  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD1047  DYNAMIC HT  -         115.212 (meters)     377.99  (feet)  COMP
 FD1047  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 FD1047
 FD1047  VERT ORDER  -  FIRST     CLASS II
 FD1047
 FD1047.The horizontal coordinates were scaled from a topographic map and have
 FD1047.an estimated accuracy of +/- 6 seconds.
 FD1047
 FD1047.The orthometric height was determined by differential leveling
 FD1047.and adjusted by the National Geodetic Survey in June 1991..
 FD1047
 FD1047.The geoid height was determined by GEOID03.
 FD1047
 FD1047.The dynamic height is computed by dividing the NAVD 88
 FD1047.geopotential number by the normal gravity value computed on the
 FD1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1047.degrees latitude (g = 980.6199 gals.).
 FD1047
 FD1047.The modeled gravity was interpolated from observed gravity values.
 FD1047
 FD1047;                    North         East    Units  Estimated Accuracy
 FD1047;SPC TN       -   118,970.      419,620.      MT  (+/- 180 meters Scaled)
 FD1047
 FD1047                          SUPERSEDED SURVEY CONTROL
 FD1047
 FD1047  NGVD 29 (??/??/92)  115.327  (m)          378.37   (f) ADJ UNCH    1 2
 FD1047
 FD1047.Superseded values are not recommended for survey control.
 FD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1047.See file dsdata.txt to determine how the superseded data were derived.
 FD1047
 FD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE104166(NAD 83)
 FD1047_MARKER: DD = SURVEY DISK
 FD1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1047_SP_SET: FOUNDATION
 FD1047_STAMPING: T 170 1947
 FD1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1047
 FD1047  HISTORY     - Date     Condition        Report By
 FD1047  HISTORY     - 1947     MONUMENTED       CGS
 FD1047  HISTORY     - 1950     GOOD             NGS
 FD1047
 FD1047                          STATION DESCRIPTION
 FD1047
 FD1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1047'0.6 MI NE FROM CLIFTON.
 FD1047'0.6 MILE NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE HOTEL
 FD1047'AT CLIFTON, AT THE CLIFTON MALARIA CONTROL BASE AND THE CLIFTON
 FD1047'WATER GAGE, AT THE STORAGE TANK, IN THE CENTER OF THE NORTHEAST
 FD1047'FACE OF THE NORTHWEST CONCRETE FOUNDATION, AND 1.7 FEET ABOVE THE
 FD1047'GROUND.  A STANDARD DISK, STAMPED T 170 1947 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0448 ***********************************************************************
 GC0448  DESIGNATION -  T 171
 GC0448  PID         -  GC0448
 GC0448  STATE/COUNTY-  TN/DAVIDSON
 GC0448  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0448
 GC0448                         *CURRENT SURVEY CONTROL
 GC0448  ___________________________________________________________________
 GC0448* NAD 83(1986)-  36 09 44.     (N)    086 48 02.     (W)     SCALED    
 GC0448* NAVD 88     -       144.061  (meters)     472.64   (feet)  ADJUSTED  
 GC0448  ___________________________________________________________________
 GC0448  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0448  DYNAMIC HT  -         143.938 (meters)     472.24  (feet)  COMP
 GC0448  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GC0448
 GC0448  VERT ORDER  -  FIRST     CLASS II
 GC0448
 GC0448.The horizontal coordinates were scaled from a topographic map and have
 GC0448.an estimated accuracy of +/- 6 seconds.
 GC0448
 GC0448.The orthometric height was determined by differential leveling
 GC0448.and adjusted by the National Geodetic Survey in June 1991..
 GC0448
 GC0448.The geoid height was determined by GEOID03.
 GC0448
 GC0448.The dynamic height is computed by dividing the NAVD 88
 GC0448.geopotential number by the normal gravity value computed on the
 GC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0448.degrees latitude (g = 980.6199 gals.).
 GC0448
 GC0448.The modeled gravity was interpolated from observed gravity values.
 GC0448
 GC0448;                    North         East    Units  Estimated Accuracy
 GC0448;SPC TN       -   203,210.      527,970.      MT  (+/- 180 meters Scaled)
 GC0448
 GC0448                          SUPERSEDED SURVEY CONTROL
 GC0448
 GC0448  NGVD 29 (??/??/92)  144.081  (m)          472.71   (f) ADJ UNCH    1 2
 GC0448
 GC0448.Superseded values are not recommended for survey control.
 GC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0448.See file dsdata.txt to determine how the superseded data were derived.
 GC0448
 GC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179019(NAD 83)
 GC0448_MARKER: DB = BENCH MARK DISK
 GC0448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0448+WITH SETTING: PAVEMENT
 GC0448_STAMPING: T 171 1948
 GC0448_MARK LOGO: CGS   
 GC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0448+STABILITY: SURFACE MOTION
 GC0448
 GC0448  HISTORY     - Date     Condition        Report By
 GC0448  HISTORY     - 1948     MONUMENTED       CGS
 GC0448  HISTORY     - 1949     GOOD             NGS
 GC0448  HISTORY     - 1984     GOOD             NGS
 GC0448
 GC0448                          STATION DESCRIPTION
 GC0448
 GC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0448'AT NASHVILLE.
 GC0448'AT NASHVILLE, ON 17TH STREET NORTH, BETWEEN THE NASHVILLE,
 GC0448'CHATTANOOGA AND ST. LOUIS RAILWAY AND JO JOHNSON STREET, AT THE
 GC0448'NORTHWEST ONE OF THREE NORTHEAST ENTRANCES TO PEARL HIGH SCHOOL,
 GC0448'9 FEET NORTH OF THE CENTER OF THE ENTRANCE, 2 1/2 FEET ABOVE THE
 GC0448'GROUND AND SET IN THE TOP OF THE NORTHEAST CORNER OF THE BRICK
 GC0448'AND CONCRETE PORCH TO SCHOOL.
 GC0448
 GC0448                          STATION RECOVERY (1984)
 GC0448
 GC0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1359 ***********************************************************************
 GC1359  DESIGNATION -  T 172
 GC1359  PID         -  GC1359
 GC1359  STATE/COUNTY-  TN/DICKSON
 GC1359  USGS QUAD   -  DICKSON (1986)
 GC1359
 GC1359                         *CURRENT SURVEY CONTROL
 GC1359  ___________________________________________________________________
 GC1359* NAD 83(1986)-  36 04 39.     (N)    087 23 18.     (W)     SCALED    
 GC1359* NAVD 88     -       241.959  (meters)     793.83   (feet)  ADJUSTED  
 GC1359  ___________________________________________________________________
 GC1359  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1359  DYNAMIC HT  -         241.746 (meters)     793.13  (feet)  COMP
 GC1359  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 GC1359
 GC1359  VERT ORDER  -  FIRST     CLASS II
 GC1359
 GC1359.The horizontal coordinates were scaled from a topographic map and have
 GC1359.an estimated accuracy of +/- 6 seconds.
 GC1359
 GC1359.The orthometric height was determined by differential leveling
 GC1359.and adjusted by the National Geodetic Survey in June 1991..
 GC1359
 GC1359.The geoid height was determined by GEOID03.
 GC1359
 GC1359.The dynamic height is computed by dividing the NAVD 88
 GC1359.geopotential number by the normal gravity value computed on the
 GC1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1359.degrees latitude (g = 980.6199 gals.).
 GC1359
 GC1359.The modeled gravity was interpolated from observed gravity values.
 GC1359
 GC1359;                    North         East    Units  Estimated Accuracy
 GC1359;SPC TN       -   194,400.      474,960.      MT  (+/- 180 meters Scaled)
 GC1359
 GC1359                          SUPERSEDED SURVEY CONTROL
 GC1359
 GC1359  NGVD 29 (??/??/92)  241.954  (m)          793.81   (f) ADJ UNCH    1 2
 GC1359
 GC1359.Superseded values are not recommended for survey control.
 GC1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1359.See file dsdata.txt to determine how the superseded data were derived.
 GC1359
 GC1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650926(NAD 83)
 GC1359_MARKER: DB = BENCH MARK DISK
 GC1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1359_SP_SET: WATER TABLE
 GC1359_STAMPING: T 172 1948
 GC1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1359
 GC1359  HISTORY     - Date     Condition        Report By
 GC1359  HISTORY     - 1948     MONUMENTED       CGS
 GC1359
 GC1359                          STATION DESCRIPTION
 GC1359
 GC1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1359'AT DICKSON.
 GC1359'AT DICKSON, SET VERTICALLY IN THE SOUTHEAST FACE AT THE SOUTH
 GC1359'CORNER OF THE POST OFFICE BUILDING, IN THE FACE OF THE STONE
 GC1359'WATER TABLE, 1.3 FEET NORTHEAST OF THE CORNER AND 1.5 FEET
 GC1359'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0347 ***********************************************************************
 GD0347  DESIGNATION -  T 173
 GD0347  PID         -  GD0347
 GD0347  STATE/COUNTY-  TN/WEAKLEY
 GD0347  USGS QUAD   -  GREENFIELD (1985)
 GD0347
 GD0347                         *CURRENT SURVEY CONTROL
 GD0347  ___________________________________________________________________
 GD0347* NAD 83(1986)-  36 13 36.     (N)    088 49 24.     (W)     SCALED    
 GD0347* NAVD 88     -       126.392  (meters)     414.67   (feet)  ADJUSTED  
 GD0347  ___________________________________________________________________
 GD0347  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0347  DYNAMIC HT  -         126.287 (meters)     414.33  (feet)  COMP
 GD0347  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GD0347
 GD0347  VERT ORDER  -  FIRST     CLASS II
 GD0347
 GD0347.The horizontal coordinates were scaled from a topographic map and have
 GD0347.an estimated accuracy of +/- 6 seconds.
 GD0347
 GD0347.The orthometric height was determined by differential leveling
 GD0347.and adjusted by the National Geodetic Survey in June 1991..
 GD0347
 GD0347.The geoid height was determined by GEOID03.
 GD0347
 GD0347.The dynamic height is computed by dividing the NAVD 88
 GD0347.geopotential number by the normal gravity value computed on the
 GD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0347.degrees latitude (g = 980.6199 gals.).
 GD0347
 GD0347.The modeled gravity was interpolated from observed gravity values.
 GD0347
 GD0347;                    North         East    Units  Estimated Accuracy
 GD0347;SPC TN       -   213,730.      346,210.      MT  (+/- 180 meters Scaled)
 GD0347
 GD0347                          SUPERSEDED SURVEY CONTROL
 GD0347
 GD0347  NGVD 29 (??/??/??)  126.412  (m)          414.74   (f) ADJUSTED    1 2
 GD0347
 GD0347.Superseded values are not recommended for survey control.
 GD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0347.See file dsdata.txt to determine how the superseded data were derived.
 GD0347
 GD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF361106(NAD 83)
 GD0347_MARKER: DB = BENCH MARK DISK
 GD0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0347_STAMPING: T 173 1948
 GD0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0347+STABILITY: SURFACE MOTION
 GD0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0347+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0347
 GD0347  HISTORY     - Date     Condition        Report By
 GD0347  HISTORY     - 1948     MONUMENTED       CGS
 GD0347  HISTORY     - 1967     GOOD             CGS
 GD0347  HISTORY     - 20020826 GOOD             USACE
 GD0347
 GD0347                          STATION DESCRIPTION
 GD0347
 GD0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0347'AT SHARON.
 GD0347'AT SHARON, ABOUT 0.4 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 GD0347'RAILROAD FROM THE STATION AT SHARON, 170 YARDS NORTH OF MILE POST
 GD0347'C 426, AT THE NORTH END OF A FILL AND AT THE SOUTH END (DEAD END
 GD0347'ROAD) OF A ROAD PARALLELING THE TRACK ON THE WEST SIDE OF THE
 GD0347'TRACK, 44 FEET WEST OF THE WEST RAIL, 3 FEET EAST OF THE R/W
 GD0347'FENCE LINE, 54 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD0347'SMALL FRAME HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GD0347'5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0347'PROJECTING 5 INCHES.  NOTE-- NO METAL WITNESS POST AND SIGN WERE
 GD0347'PLACED AT THIS MARK AS IT IS NOW IN A LAWN AREA.
 GD0347
 GD0347                          STATION RECOVERY (1967)
 GD0347
 GD0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0347'RECOVERED IN GOOD CONDITION.
 GD0347
 GD0347                          STATION RECOVERY (2002)
 GD0347
 GD0347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0347'DEAD END STREET IS NOW SOUTH FRONT ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0304 ***********************************************************************
 GD0304  DESIGNATION -  T 174
 GD0304  PID         -  GD0304
 GD0304  STATE/COUNTY-  TN/OBION
 GD0304  USGS QUAD   -  MC CONNELL (1983)
 GD0304
 GD0304                         *CURRENT SURVEY CONTROL
 GD0304  ___________________________________________________________________
 GD0304* NAD 83(1986)-  36 28 50.     (N)    088 51 22.     (W)     SCALED    
 GD0304* NAVD 88     -       127.238  (meters)     417.45   (feet)  ADJUSTED  
 GD0304  ___________________________________________________________________
 GD0304  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GD0304  DYNAMIC HT  -         127.137 (meters)     417.12  (feet)  COMP
 GD0304  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GD0304
 GD0304  VERT ORDER  -  FIRST     CLASS II
 GD0304
 GD0304.The horizontal coordinates were scaled from a topographic map and have
 GD0304.an estimated accuracy of +/- 6 seconds.
 GD0304
 GD0304.The orthometric height was determined by differential leveling
 GD0304.and adjusted by the National Geodetic Survey in June 1991..
 GD0304
 GD0304.The geoid height was determined by GEOID03.
 GD0304
 GD0304.The dynamic height is computed by dividing the NAVD 88
 GD0304.geopotential number by the normal gravity value computed on the
 GD0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0304.degrees latitude (g = 980.6199 gals.).
 GD0304
 GD0304.The modeled gravity was interpolated from observed gravity values.
 GD0304
 GD0304;                    North         East    Units  Estimated Accuracy
 GD0304;SPC TN       -   241,970.      344,090.      MT  (+/- 180 meters Scaled)
 GD0304
 GD0304                          SUPERSEDED SURVEY CONTROL
 GD0304
 GD0304  NGVD 29 (??/??/??)  127.216  (m)          417.37   (f) ADJUSTED    1 2
 GD0304
 GD0304.Superseded values are not recommended for survey control.
 GD0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0304.See file dsdata.txt to determine how the superseded data were derived.
 GD0304
 GD0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF337388(NAD 83)
 GD0304_MARKER: DB = BENCH MARK DISK
 GD0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0304_STAMPING: T 174 1948
 GD0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0304+STABILITY: SURFACE MOTION
 GD0304
 GD0304  HISTORY     - Date     Condition        Report By
 GD0304  HISTORY     - 1948     MONUMENTED       CGS
 GD0304  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0304
 GD0304                          STATION DESCRIPTION
 GD0304
 GD0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0304'2 MI S FROM FULTON.
 GD0304'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0304'THE UNION STATION AT FULTON, ABOUT 110 YARDS SOUTHEAST OF MILE
 GD0304'POST C 408, AT A PUBLIC GRAVEL ROAD CROSSING AND THE JUNCTION OF
 GD0304'A ROAD SOUTH ON SOUTHWEST SIDE OF THE TRACK, 46 FEET SOUTHWEST
 GD0304'OF THE SOUTHWEST RAIL, 52 FEET WEST OF THE CENTER OF THE CROSSING,
 GD0304'59 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM A CROSSING SIGN,
 GD0304'2 FEET NORTHEAST OF THE R/W FENCE, 31 FEET NORTHWEST OF A FENCE
 GD0304'CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 GD0304'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0304'3 INCHES.  NOTE-- THERE HAS BEEN SOME WIDENING OF THE ROADS AT
 GD0304'THIS POINT AND IT IS PRESUMED THAT THIS MARK WAS DESTROYED BY
 GD0304'SUCH CONSTRUCTION, AS THE MEASUREMENTS GIVEN IN THE ORIGINAL
 GD0304'DESCRIPTION WOULD PLACE THE MARK WELL OUT IN THE NEW ROADBED.
 GD0304
 GD0304                          STATION RECOVERY (1967)
 GD0304
 GD0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1208 ***********************************************************************
 FD1208  DESIGNATION -  T 175
 FD1208  PID         -  FD1208
 FD1208  STATE/COUNTY-  TN/PERRY
 FD1208  USGS QUAD   -  LINDEN (1968)
 FD1208
 FD1208                         *CURRENT SURVEY CONTROL
 FD1208  ___________________________________________________________________
 FD1208* NAD 83(1986)-  35 35 26.     (N)    087 45 50.     (W)     SCALED    
 FD1208* NAVD 88     -       258.655  (meters)     848.60   (feet)  ADJUSTED  
 FD1208  ___________________________________________________________________
 FD1208  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1208  DYNAMIC HT  -         258.420 (meters)     847.83  (feet)  COMP
 FD1208  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FD1208
 FD1208  VERT ORDER  -  FIRST     CLASS II
 FD1208
 FD1208.The horizontal coordinates were scaled from a topographic map and have
 FD1208.an estimated accuracy of +/- 6 seconds.
 FD1208
 FD1208.The orthometric height was determined by differential leveling
 FD1208.and adjusted by the National Geodetic Survey in June 1991..
 FD1208
 FD1208.The geoid height was determined by GEOID03.
 FD1208
 FD1208.The dynamic height is computed by dividing the NAVD 88
 FD1208.geopotential number by the normal gravity value computed on the
 FD1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1208.degrees latitude (g = 980.6199 gals.).
 FD1208
 FD1208.The modeled gravity was interpolated from observed gravity values.
 FD1208
 FD1208;                    North         East    Units  Estimated Accuracy
 FD1208;SPC TN       -   140,930.      440,160.      MT  (+/- 180 meters Scaled)
 FD1208
 FD1208                          SUPERSEDED SURVEY CONTROL
 FD1208
 FD1208  NGVD 29 (??/??/92)  258.645  (m)          848.57   (f) ADJ UNCH    1 2
 FD1208
 FD1208.Superseded values are not recommended for survey control.
 FD1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1208.See file dsdata.txt to determine how the superseded data were derived.
 FD1208
 FD1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE307388(NAD 83)
 FD1208_MARKER: DB = BENCH MARK DISK
 FD1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1208_STAMPING: T 175 1949
 FD1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1208+STABILITY: SURFACE MOTION
 FD1208
 FD1208  HISTORY     - Date     Condition        Report By
 FD1208  HISTORY     - 1949     MONUMENTED       CGS
 FD1208  HISTORY     - 1974     GOOD             TVA
 FD1208
 FD1208                          STATION DESCRIPTION
 FD1208
 FD1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1208'6.4 MI SE FROM LINDEN.
 FD1208'ABOUT 6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1208'HOUSE AT LINDEN, AT THE Y JUNCTION OF A TRAIL NORTHWEST, 40 FEET
 FD1208'NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTHWEST OF THE
 FD1208'CENTER OF THE TRAIL NORTHWEST, 37 FEET EAST OF AN S CURVE SIGN,
 FD1208'3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 FD1208'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1208
 FD1208                          STATION RECOVERY (1974)
 FD1208
 FD1208'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1208'ADD TO DESCRIPTION-- 36.5 FT. N 55 W. TO 8 IN. TRIPLE MOUNTAIN OAK
 FD1208'25.9 FT. N 5 E. TO 6 IN. MOUNTAIN OAK 11.0 FT. S 80 E TO 8 IN.
 FD1208'MOUNTAIN OAK (CLUSTER OF 4) T.V.A. - POST AND SIGN SET AT MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0869 ***********************************************************************
 FD0869  DESIGNATION -  T 176
 FD0869  PID         -  FD0869
 FD0869  STATE/COUNTY-  TN/LEWIS
 FD0869  USGS QUAD   -  HENRYVILLE (1976)
 FD0869
 FD0869                         *CURRENT SURVEY CONTROL
 FD0869  ___________________________________________________________________
 FD0869* NAD 83(1986)-  35 29 32.     (N)    087 26 42.     (W)     SCALED    
 FD0869* NAVD 88     -       289.363  (meters)     949.35   (feet)  ADJUSTED  
 FD0869  ___________________________________________________________________
 FD0869  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0869  DYNAMIC HT  -         289.096 (meters)     948.48  (feet)  COMP
 FD0869  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FD0869
 FD0869  VERT ORDER  -  FIRST     CLASS II
 FD0869
 FD0869.The horizontal coordinates were scaled from a topographic map and have
 FD0869.an estimated accuracy of +/- 6 seconds.
 FD0869
 FD0869.The orthometric height was determined by differential leveling
 FD0869.and adjusted by the National Geodetic Survey in June 1991..
 FD0869
 FD0869.The geoid height was determined by GEOID03.
 FD0869
 FD0869.The dynamic height is computed by dividing the NAVD 88
 FD0869.geopotential number by the normal gravity value computed on the
 FD0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0869.degrees latitude (g = 980.6199 gals.).
 FD0869
 FD0869.The modeled gravity was interpolated from observed gravity values.
 FD0869
 FD0869;                    North         East    Units  Estimated Accuracy
 FD0869;SPC TN       -   129,550.      468,890.      MT  (+/- 180 meters Scaled)
 FD0869
 FD0869                          SUPERSEDED SURVEY CONTROL
 FD0869
 FD0869  NGVD 29 (??/??/92)  289.339  (m)          949.27   (f) ADJ UNCH    1 2
 FD0869
 FD0869.Superseded values are not recommended for survey control.
 FD0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0869.See file dsdata.txt to determine how the superseded data were derived.
 FD0869
 FD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE596277(NAD 83)
 FD0869_MARKER: DB = BENCH MARK DISK
 FD0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0869_STAMPING: T 176 1949
 FD0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0869+STABILITY: SURFACE MOTION
 FD0869
 FD0869  HISTORY     - Date     Condition        Report By
 FD0869  HISTORY     - 1949     MONUMENTED       CGS
 FD0869  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0869
 FD0869                          STATION DESCRIPTION
 FD0869
 FD0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0869'7.9 MI E FROM HOHENWALD.
 FD0869'ABOUT 7.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0869'NATIONAL BANK AT HOHENWALD, ABOUT 1.05 MILES NORTHWEST OF
 FD0869'GARRETS SCHOOL, AT HIMES CEMETERY AND THE JUNCTION OF A GRAVEL
 FD0869'ROAD SOUTH TO NAPIER, ABOUT 1.3 MILES SOUTHEAST OF THE ENTRANCE
 FD0869'TO MERIWETHER LEWIS NATIONAL PARK, 51 FEET NORTHEAST OF THE
 FD0869'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE WEST CEMETERY
 FD0869'FENCE LINE, 14 FEET NORTH OF THE SOUTHWEST CORNER OF THE CEMETERY,
 FD0869'8 FEET WEST OF THE PROLONGED CENTER LINE OF THE GRAVEL ROAD SOUTH,
 FD0869'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE HIGHWAY
 FD0869'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD0869
 FD0869                          STATION RECOVERY (1972)
 FD0869
 FD0869'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0296 ***********************************************************************
 GD0296  DESIGNATION -  T 177
 GD0296  PID         -  GD0296
 GD0296  STATE/COUNTY-  TN/WEAKLEY
 GD0296  USGS QUAD   -  COMO (1985)
 GD0296
 GD0296                         *CURRENT SURVEY CONTROL
 GD0296  ___________________________________________________________________
 GD0296* NAD 83(1986)-  36 17 40.     (N)    088 34 49.     (W)     SCALED    
 GD0296* NAVD 88     -       115.716  (meters)     379.64   (feet)  ADJUSTED  
 GD0296  ___________________________________________________________________
 GD0296  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0296  DYNAMIC HT  -         115.621 (meters)     379.33  (feet)  COMP
 GD0296  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 GD0296
 GD0296  VERT ORDER  -  FIRST     CLASS II
 GD0296
 GD0296.The horizontal coordinates were scaled from a topographic map and have
 GD0296.an estimated accuracy of +/- 6 seconds.
 GD0296
 GD0296.The orthometric height was determined by differential leveling
 GD0296.and adjusted by the National Geodetic Survey in June 1991..
 GD0296
 GD0296.The geoid height was determined by GEOID03.
 GD0296
 GD0296.The dynamic height is computed by dividing the NAVD 88
 GD0296.geopotential number by the normal gravity value computed on the
 GD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0296.degrees latitude (g = 980.6199 gals.).
 GD0296
 GD0296.The modeled gravity was interpolated from observed gravity values.
 GD0296
 GD0296;                    North         East    Units  Estimated Accuracy
 GD0296;SPC TN       -   220,640.      368,250.      MT  (+/- 180 meters Scaled)
 GD0296
 GD0296                          SUPERSEDED SURVEY CONTROL
 GD0296
 GD0296  NGVD 29 (??/??/??)  115.749  (m)          379.75   (f) ADJUSTED    1 2
 GD0296
 GD0296.Superseded values are not recommended for survey control.
 GD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0296.See file dsdata.txt to determine how the superseded data were derived.
 GD0296
 GD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF580177(NAD 83)
 GD0296_MARKER: DB = BENCH MARK DISK
 GD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0296_STAMPING: T 177 1949
 GD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0296+STABILITY: SURFACE MOTION
 GD0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0296+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0296
 GD0296  HISTORY     - Date     Condition        Report By
 GD0296  HISTORY     - 1949     MONUMENTED       CGS
 GD0296  HISTORY     - 1967     GOOD             CGS
 GD0296  HISTORY     - 20020827 GOOD             USACE
 GD0296
 GD0296                          STATION DESCRIPTION
 GD0296
 GD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0296'7.2 MI E FROM DRESDEN.
 GD0296'THE MARK IS ABOUT 7.15 MILES EAST ALONG STATE ROUTE 54 FROM
 GD0296'THE WEAKLEY COUNTY COURTHOUSE IN DRESDEN, ABOUT 0.1 MILE WEST
 GD0296'OF A WOODEN BRIDGE, ACROSS THE HIGHWAY FROM THE W.D. GOFORTH
 GD0296'STORE, 63 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GD0296'SOUTH, 50.5 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD0296'54, 49 FEET EAST OF A FENCE CORNER POST, 27 FEET EAST-NORTHEAST
 GD0296'OF A POWERLINE POLE, 7 FEET WEST OF AN 8-INCH CEDAR, 0.7 OF A
 GD0296'FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND IN AN EAST-WEST
 GD0296'FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD0296'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED T 177
 GD0296'1949.
 GD0296
 GD0296                          STATION RECOVERY (2002)
 GD0296
 GD0296'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0296'W.D. GOFORTH STORE IS NOW A RESIDENCE AT 4341 HWY 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0215 ***********************************************************************
 FD0215  DESIGNATION -  T 178
 FD0215  PID         -  FD0215
 FD0215  STATE/COUNTY-  TN/FRANKLIN
 FD0215  USGS QUAD   -  WINCHESTER (1971)
 FD0215
 FD0215                         *CURRENT SURVEY CONTROL
 FD0215  ___________________________________________________________________
 FD0215* NAD 83(1986)-  35 10 44.     (N)    086 07 16.     (W)     SCALED    
 FD0215* NAVD 88     -       293.336  (meters)     962.39   (feet)  ADJUSTED  
 FD0215  ___________________________________________________________________
 FD0215  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0215  DYNAMIC HT  -         293.049 (meters)     961.44  (feet)  COMP
 FD0215  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 FD0215
 FD0215  VERT ORDER  -  FIRST     CLASS II
 FD0215
 FD0215.The horizontal coordinates were scaled from a topographic map and have
 FD0215.an estimated accuracy of +/- 6 seconds.
 FD0215
 FD0215.The orthometric height was determined by differential leveling
 FD0215.and adjusted by the National Geodetic Survey in June 1991..
 FD0215
 FD0215.The geoid height was determined by GEOID03.
 FD0215
 FD0215.The dynamic height is computed by dividing the NAVD 88
 FD0215.geopotential number by the normal gravity value computed on the
 FD0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0215.degrees latitude (g = 980.6199 gals.).
 FD0215
 FD0215.The modeled gravity was interpolated from observed gravity values.
 FD0215
 FD0215;                    North         East    Units  Estimated Accuracy
 FD0215;SPC TN       -    93,820.      588,970.      MT  (+/- 180 meters Scaled)
 FD0215
 FD0215                          SUPERSEDED SURVEY CONTROL
 FD0215
 FD0215  NGVD 29 (??/??/92)  293.308  (m)          962.29   (f) ADJ UNCH    1 2
 FD0215
 FD0215.Superseded values are not recommended for survey control.
 FD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0215.See file dsdata.txt to determine how the superseded data were derived.
 FD0215
 FD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED800932(NAD 83)
 FD0215_MARKER: DB = BENCH MARK DISK
 FD0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0215_STAMPING: T 178 1949
 FD0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0215+STABILITY: SURFACE MOTION
 FD0215
 FD0215  HISTORY     - Date     Condition        Report By
 FD0215  HISTORY     - 1949     MONUMENTED       CGS
 FD0215  HISTORY     - 1971     MARK NOT FOUND   TVA
 FD0215
 FD0215                          STATION DESCRIPTION
 FD0215
 FD0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0215'0.5 MI SW FROM WINCHESTER.
 FD0215'0.5 MILE SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0215'LOUIS RAILWAY, ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF
 FD0215'U.S. HIGHWAY 64, ABOUT 0.1 MILE NORTHEAST OF THE RAILWAY CITY
 FD0215'LIMIT SIGN POST, AT A ROAD CROSSING AND AT THE ENTRANCE TO A
 FD0215'LARGE HOUSE KNOWN AS HUNDRED OAKS, 63 FEET WEST-NORTHWEST AND
 FD0215'ACROSS THE ROAD PARALLELING THE TRACK FROM THE CENTER OF THE
 FD0215'CROSSING, 48 1/2 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 FD0215'NORTHWEST RAIL, 19 FEET SOUTH OF THE CENTER LINE OF THE DRIVE
 FD0215'TO HUNDRED OAKS, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 FD0215'PARALLELING TRACKS, 13 1/2 FEET SOUTHWEST OF A BRICK GATE POST
 FD0215'AT ENTRANCE ROAD, 11 1/2 FEET EAST OF A FORKED 30-INCH MAPLE
 FD0215'TREE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1
 FD0215'FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0215'PROJECTING 2 INCHES.
 FD0215
 FD0215                          STATION RECOVERY (1971)
 FD0215
 FD0215'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FD0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0343 ***********************************************************************
 FD0343  DESIGNATION -  T 179
 FD0343  PID         -  FD0343
 FD0343  STATE/COUNTY-  TN/LINCOLN
 FD0343  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0343
 FD0343                         *CURRENT SURVEY CONTROL
 FD0343  ___________________________________________________________________
 FD0343* NAD 83(1986)-  35 10 32.     (N)    086 34 06.     (W)     SCALED    
 FD0343* NAVD 88     -       230.768  (meters)     757.11   (feet)  ADJUSTED  
 FD0343  ___________________________________________________________________
 FD0343  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0343  DYNAMIC HT  -         230.555 (meters)     756.41  (feet)  COMP
 FD0343  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 FD0343
 FD0343  VERT ORDER  -  FIRST     CLASS II
 FD0343
 FD0343.The horizontal coordinates were scaled from a topographic map and have
 FD0343.an estimated accuracy of +/- 6 seconds.
 FD0343
 FD0343.The orthometric height was determined by differential leveling
 FD0343.and adjusted by the National Geodetic Survey in June 1991..
 FD0343
 FD0343.The geoid height was determined by GEOID03.
 FD0343
 FD0343.The dynamic height is computed by dividing the NAVD 88
 FD0343.geopotential number by the normal gravity value computed on the
 FD0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0343.degrees latitude (g = 980.6199 gals.).
 FD0343
 FD0343.The modeled gravity was interpolated from observed gravity values.
 FD0343
 FD0343;                    North         East    Units  Estimated Accuracy
 FD0343;SPC TN       -    93,600.      548,230.      MT  (+/- 180 meters Scaled)
 FD0343
 FD0343                          SUPERSEDED SURVEY CONTROL
 FD0343
 FD0343  NGVD 29 (??/??/92)  230.749  (m)          757.05   (f) ADJ UNCH    1 2
 FD0343
 FD0343.Superseded values are not recommended for survey control.
 FD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0343.See file dsdata.txt to determine how the superseded data were derived.
 FD0343
 FD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED393925(NAD 83)
 FD0343_MARKER: DB = BENCH MARK DISK
 FD0343_SETTING: 66 = SET IN ROCK OUTCROP
 FD0343_SP_SET: SET IN ROCK OUTCROP
 FD0343_STAMPING: T 179 1949
 FD0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0343+STABILITY: POSITION/ELEVATION WELL
 FD0343
 FD0343  HISTORY     - Date     Condition        Report By
 FD0343  HISTORY     - 1949     MONUMENTED       CGS
 FD0343
 FD0343                          STATION DESCRIPTION
 FD0343
 FD0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0343'1.4 MI NW FROM FAYETTEVILLE.
 FD0343'1.4 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0343'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE,
 FD0343'SET IN THE TOP OF AN OUTCROPPING OF ROCK, 185 1/2 FEET
 FD0343'SOUTH-SOUTHEAST AND ACROSS THE TRACK AND A PRIVATE ROAD FROM THE
 FD0343'SOUTHERN MOST OF 2 CONCRETE GATE POST AT THE ENTRANCE TO A FARM
 FD0343'HOUSE, 116 FEET NORTH AND ACROSS THE TRACK FROM MILE POST 41,
 FD0343'54 1/2 FEET SOUTHEAST AND ACROSS THE TRACK FROM A TELEPHONE
 FD0343'POLE, 8 FEET EAST-NORTHEAST OF THE NEAR RAIL AND ABOUT LEVEL WITH
 FD0343'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0230 ***********************************************************************
 GD0230  DESIGNATION -  T 18
 GD0230  PID         -  GD0230
 GD0230  STATE/COUNTY-  TN/CARROLL
 GD0230  USGS QUAD   -  VALE (1985)
 GD0230
 GD0230                         *CURRENT SURVEY CONTROL
 GD0230  ___________________________________________________________________
 GD0230* NAD 83(1986)-  36 07 09.     (N)    088 15 52.     (W)     SCALED    
 GD0230* NAVD 88     -       124.873  (meters)     409.69   (feet)  ADJUSTED  
 GD0230  ___________________________________________________________________
 GD0230  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0230  DYNAMIC HT  -         124.769 (meters)     409.35  (feet)  COMP
 GD0230  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 GD0230
 GD0230  VERT ORDER  -  FIRST     CLASS II
 GD0230
 GD0230.The horizontal coordinates were scaled from a topographic map and have
 GD0230.an estimated accuracy of +/- 6 seconds.
 GD0230
 GD0230.The orthometric height was determined by differential leveling
 GD0230.and adjusted by the National Geodetic Survey in June 1991..
 GD0230
 GD0230.The geoid height was determined by GEOID03.
 GD0230
 GD0230.The dynamic height is computed by dividing the NAVD 88
 GD0230.geopotential number by the normal gravity value computed on the
 GD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0230.degrees latitude (g = 980.6199 gals.).
 GD0230
 GD0230.The modeled gravity was interpolated from observed gravity values.
 GD0230
 GD0230;                    North         East    Units  Estimated Accuracy
 GD0230;SPC TN       -   200,500.      396,160.      MT  (+/- 180 meters Scaled)
 GD0230
 GD0230                          SUPERSEDED SURVEY CONTROL
 GD0230
 GD0230  NGVD 29 (??/??/??)  124.905  (m)          409.79   (f) ADJUSTED    1 2
 GD0230
 GD0230.Superseded values are not recommended for survey control.
 GD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0230.See file dsdata.txt to determine how the superseded data were derived.
 GD0230
 GD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE862979(NAD 83)
 GD0230_MARKER: DB = BENCH MARK DISK
 GD0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0230_STAMPING: 409.996 T 18 1934
 GD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0230+STABILITY: SURFACE MOTION
 GD0230
 GD0230  HISTORY     - Date     Condition        Report By
 GD0230  HISTORY     - 1934     MONUMENTED       CGS
 GD0230  HISTORY     - 1935     GOOD             CGS
 GD0230  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0230
 GD0230                          STATION DESCRIPTION
 GD0230
 GD0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0230'1.2 MI N FROM VALE.
 GD0230'1.2 MILES NORTH ALONG NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0230'RAILWAY FROM VALE, CARROLL COUNTY, 22 POLES SOUTH OF MILEPOST
 GD0230'79, OPPOSITE SURVEY STATION 4199+00, 60 FEET NORTH OF A ROAD
 GD0230'CROSSING, 49 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND
 GD0230'1 FOOT INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GD0230'409.996 T 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0230'NOTE-- MONUMENT BELIEVED DESTROYED BY CONSTRUCTION WORK IN AREA.
 GD0230
 GD0230                          STATION RECOVERY (1971)
 GD0230
 GD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0310 ***********************************************************************
 FD0310  DESIGNATION -  T 180
 FD0310  PID         -  FD0310
 FD0310  STATE/COUNTY-  TN/MARSHALL
 FD0310  USGS QUAD   -  BELFAST (1982)
 FD0310
 FD0310                         *CURRENT SURVEY CONTROL
 FD0310  ___________________________________________________________________
 FD0310* NAD 83(1986)-  35 24 33.     (N)    086 41 15.     (W)     SCALED    
 FD0310* NAVD 88     -       266.402  (meters)     874.02   (feet)  ADJUSTED  
 FD0310  ___________________________________________________________________
 FD0310  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0310  DYNAMIC HT  -         266.158 (meters)     873.22  (feet)  COMP
 FD0310  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 FD0310
 FD0310  VERT ORDER  -  FIRST     CLASS II
 FD0310
 FD0310.The horizontal coordinates were scaled from a topographic map and have
 FD0310.an estimated accuracy of +/- 6 seconds.
 FD0310
 FD0310.The orthometric height was determined by differential leveling
 FD0310.and adjusted by the National Geodetic Survey in June 1991..
 FD0310
 FD0310.The geoid height was determined by GEOID03.
 FD0310
 FD0310.The dynamic height is computed by dividing the NAVD 88
 FD0310.geopotential number by the normal gravity value computed on the
 FD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0310.degrees latitude (g = 980.6199 gals.).
 FD0310
 FD0310.The modeled gravity was interpolated from observed gravity values.
 FD0310
 FD0310;                    North         East    Units  Estimated Accuracy
 FD0310;SPC TN       -   119,580.      537,560.      MT  (+/- 180 meters Scaled)
 FD0310
 FD0310                          SUPERSEDED SURVEY CONTROL
 FD0310
 FD0310  NGVD 29 (??/??/92)  266.373  (m)          873.93   (f) ADJ UNCH    1 2
 FD0310
 FD0310.Superseded values are not recommended for survey control.
 FD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0310.See file dsdata.txt to determine how the superseded data were derived.
 FD0310
 FD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE283184(NAD 83)
 FD0310_MARKER: DB = BENCH MARK DISK
 FD0310_SETTING: 66 = SET IN ROCK OUTCROP
 FD0310_SP_SET: SET IN ROCK OUTCROP
 FD0310_STAMPING: T 180 1949
 FD0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0310+STABILITY: POSITION/ELEVATION WELL
 FD0310
 FD0310  HISTORY     - Date     Condition        Report By
 FD0310  HISTORY     - 1949     MONUMENTED       CGS
 FD0310
 FD0310                          STATION DESCRIPTION
 FD0310
 FD0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0310'1.1 MI SE FROM BELFAST.
 FD0310'1.1 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0310'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0310'AT AN ABANDONED FARM HOUSE SOUTHWEST OF THE TRACK, SET IN THE TOP
 FD0310'OF A ROCK OUTCROP, 161 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 FD0310'SOUTHWEST HEAD WALL OF A STONE CULVERT UNDER TRACK, 122 FEET
 FD0310'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE ABANDONED HOUSE,
 FD0310'26 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET SOUTH OF TELEPHONE
 FD0310'POLE NO. 60/3, 1 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1408 ***********************************************************************
 GC1408  DESIGNATION -  T 181
 GC1408  PID         -  GC1408
 GC1408  STATE/COUNTY-  TN/CHEATHAM
 GC1408  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1408
 GC1408                         *CURRENT SURVEY CONTROL
 GC1408  ___________________________________________________________________
 GC1408* NAD 83(1986)-  36 18 45.     (N)    087 08 35.     (W)     SCALED    
 GC1408* NAVD 88     -       125.751  (meters)     412.57   (feet)  ADJUSTED  
 GC1408  ___________________________________________________________________
 GC1408  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1408  DYNAMIC HT  -         125.646 (meters)     412.22  (feet)  COMP
 GC1408  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GC1408
 GC1408  VERT ORDER  -  FIRST     CLASS II
 GC1408
 GC1408.The horizontal coordinates were scaled from a topographic map and have
 GC1408.an estimated accuracy of +/- 6 seconds.
 GC1408
 GC1408.The orthometric height was determined by differential leveling
 GC1408.and adjusted by the National Geodetic Survey in June 1991..
 GC1408
 GC1408.The geoid height was determined by GEOID03.
 GC1408
 GC1408.The dynamic height is computed by dividing the NAVD 88
 GC1408.geopotential number by the normal gravity value computed on the
 GC1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1408.degrees latitude (g = 980.6199 gals.).
 GC1408
 GC1408.The modeled gravity was interpolated from observed gravity values.
 GC1408
 GC1408;                    North         East    Units  Estimated Accuracy
 GC1408;SPC TN       -   220,190.      497,350.      MT  (+/- 180 meters Scaled)
 GC1408
 GC1408                          SUPERSEDED SURVEY CONTROL
 GC1408
 GC1408  NGVD 29 (??/??/92)  125.807  (m)          412.75   (f) ADJ UNCH    1 2
 GC1408
 GC1408.Superseded values are not recommended for survey control.
 GC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1408.See file dsdata.txt to determine how the superseded data were derived.
 GC1408
 GC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF871186(NAD 83)
 GC1408_MARKER: DB = BENCH MARK DISK
 GC1408_SETTING: 66 = SET IN ROCK OUTCROP
 GC1408_SP_SET: ROCK LEDGE
 GC1408_STAMPING: T 181 1949
 GC1408_MARK LOGO: CGS   
 GC1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1408+STABILITY: POSITION/ELEVATION WELL
 GC1408
 GC1408  HISTORY     - Date     Condition        Report By
 GC1408  HISTORY     - 1949     MONUMENTED       CGS
 GC1408  HISTORY     - 1984     GOOD             NGS
 GC1408
 GC1408                          STATION DESCRIPTION
 GC1408
 GC1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1408'4.9 MI NW FROM ASHLAND CITY.
 GC1408'4.9 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1408'THE STATION AT ASHLAND CITY, ABOUT 0.25 MILE WEST OF THE STATION
 GC1408'AT CHAPMASNBORO, 55 FEET WEST-NORTHWEST AND ACROSS THE TRACK
 GC1408'FROM MILE POST H 34, 111.5 FEET WEST OF THE WEST END OF TRESTLE
 GC1408'NO. 33-93, 28 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 GC1408'THE CENTER ONE OF 3 SECTION HOUSES, SET IN THE TOP OF A ROCK
 GC1408'LEDGE, ABOUT 9 YARDS WEST OF THE EAST END OF THE LEDGE, ABOUT 3
 GC1408'FEET NORTH OF THE SOUTH EDGE OF THE LEDGE AND ABOUT 3 1/2 FEET
 GC1408'ABOVE THE TRACK, 10.4 FEET NORTH OF THE NORTH RAIL.
 GC1408
 GC1408                          STATION RECOVERY (1984)
 GC1408
 GC1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1408'RECOVERED IN GOOD CONDITION.  NOTE, THE SECTION HOUSE NO LONGER
 GC1408'STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1131 ***********************************************************************
 GC1131  DESIGNATION -  T 182
 GC1131  PID         -  GC1131
 GC1131  STATE/COUNTY-  TN/MONTGOMERY
 GC1131  USGS QUAD   -  CLARKSVILLE (1984)
 GC1131
 GC1131                         *CURRENT SURVEY CONTROL
 GC1131  ___________________________________________________________________
 GC1131* NAD 83(1986)-  36 32 35.     (N)    087 21 27.     (W)     SCALED    
 GC1131* NAVD 88     -       121.457  (meters)     398.48   (feet)  ADJUSTED  
 GC1131  ___________________________________________________________________
 GC1131  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1131  DYNAMIC HT  -         121.355 (meters)     398.15  (feet)  COMP
 GC1131  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GC1131
 GC1131  VERT ORDER  -  FIRST     CLASS II
 GC1131
 GC1131.The horizontal coordinates were scaled from a topographic map and have
 GC1131.an estimated accuracy of +/- 6 seconds.
 GC1131
 GC1131.The orthometric height was determined by differential leveling
 GC1131.and adjusted by the National Geodetic Survey in June 1991..
 GC1131
 GC1131.The geoid height was determined by GEOID03.
 GC1131
 GC1131.The dynamic height is computed by dividing the NAVD 88
 GC1131.geopotential number by the normal gravity value computed on the
 GC1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1131.degrees latitude (g = 980.6199 gals.).
 GC1131
 GC1131.The modeled gravity was interpolated from observed gravity values.
 GC1131
 GC1131;                    North         East    Units  Estimated Accuracy
 GC1131;SPC TN       -   246,020.      478,450.      MT  (+/- 180 meters Scaled)
 GC1131
 GC1131                          SUPERSEDED SURVEY CONTROL
 GC1131
 GC1131  NGVD 29 (??/??/92)  121.523  (m)          398.70   (f) ADJ UNCH    1 2
 GC1131
 GC1131.Superseded values are not recommended for survey control.
 GC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1131.See file dsdata.txt to determine how the superseded data were derived.
 GC1131
 GC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF680442(NAD 83)
 GC1131_MARKER: DB = BENCH MARK DISK
 GC1131_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1131_STAMPING: T 182 1949
 GC1131_MARK LOGO: CGS   
 GC1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1131+STABILITY: POSITION/ELEVATION WELL
 GC1131
 GC1131  HISTORY     - Date     Condition        Report By
 GC1131  HISTORY     - 1949     MONUMENTED       CGS
 GC1131  HISTORY     - 1984     GOOD             NGS
 GC1131
 GC1131                          STATION DESCRIPTION
 GC1131
 GC1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1131'1.4 MI N FROM CLARKSVILLE.
 GC1131'1.4 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1131'STATION AT CLARKSVILLE, ABOUT 0.5 MILE SOUTH OF MILE POST H 58,
 GC1131'SET IN THE TOP OF THE EAST END OF THE TOP PART OF THE SOUTH
 GC1131'ABUTMENT OF STEEL BRIDGE OVER RED RIVER, 8.3 FEET EAST OF THE EAST
 GC1131'RAIL, 0.3 FOOT WEST OF THE EAST EDGE OF THE CONCRETE ABUTMENT
 GC1131'AND ABOUT 1 FOOT ABOVE THE TRACK.
 GC1131
 GC1131                          STATION RECOVERY (1984)
 GC1131
 GC1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1131'RECOVERED IN GOOD CONDITION.
 GC1131'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1385 ***********************************************************************
 FC1385  DESIGNATION -  T 183
 FC1385  PID         -  FC1385
 FC1385  STATE/COUNTY-  TN/MARION
 FC1385  USGS QUAD   -  SEQUATCHIE (1982)
 FC1385
 FC1385                         *CURRENT SURVEY CONTROL
 FC1385  ___________________________________________________________________
 FC1385* NAD 83(1986)-  35 00 10.     (N)    085 30 53.     (W)     SCALED    
 FC1385* NAVD 88     -       246.646  (meters)     809.20   (feet)  ADJUSTED  
 FC1385  ___________________________________________________________________
 FC1385  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC1385  DYNAMIC HT  -         246.406 (meters)     808.42  (feet)  COMP
 FC1385  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC1385
 FC1385  VERT ORDER  -  FIRST     CLASS II
 FC1385
 FC1385.The horizontal coordinates were scaled from a topographic map and have
 FC1385.an estimated accuracy of +/- 6 seconds.
 FC1385
 FC1385.The orthometric height was determined by differential leveling
 FC1385.and adjusted by the National Geodetic Survey in June 1991..
 FC1385
 FC1385.The geoid height was determined by GEOID03.
 FC1385
 FC1385.The dynamic height is computed by dividing the NAVD 88
 FC1385.geopotential number by the normal gravity value computed on the
 FC1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1385.degrees latitude (g = 980.6199 gals.).
 FC1385
 FC1385.The modeled gravity was interpolated from observed gravity values.
 FC1385
 FC1385;                    North         East    Units  Estimated Accuracy
 FC1385;SPC TN       -    74,390.      644,300.      MT  (+/- 180 meters Scaled)
 FC1385
 FC1385                          SUPERSEDED SURVEY CONTROL
 FC1385
 FC1385  NGVD 29 (??/??/92)  246.650  (m)          809.22   (f) ADJ UNCH    1 2
 FC1385
 FC1385.Superseded values are not recommended for survey control.
 FC1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1385.See file dsdata.txt to determine how the superseded data were derived.
 FC1385
 FC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD355743(NAD 83)
 FC1385_MARKER: DB = BENCH MARK DISK
 FC1385_SETTING: 66 = SET IN ROCK OUTCROP
 FC1385_SP_SET: ROCK CUT
 FC1385_STAMPING: T 183 1950
 FC1385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1385+STABILITY: POSITION/ELEVATION WELL
 FC1385
 FC1385  HISTORY     - Date     Condition        Report By
 FC1385  HISTORY     - 1950     MONUMENTED       CGS
 FC1385  HISTORY     - 1963     GOOD             NGS
 FC1385  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1385
 FC1385                          STATION DESCRIPTION
 FC1385
 FC1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1385'1.9 MI E FROM LADDS.
 FC1385'ABOUT 1.9 MILES EASTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD
 FC1385'FROM THE NO. 156 TENNESSEE HWY. UNDERPASS IN LADDS OR 2.8 MILES
 FC1385'EASTERLY ALONG NO. 134 TENNESSEE HWY. FROM ITS T-JUNCTION WITH
 FC1385'NO. 72 U.S. HWY. IN GUILD AN ESTIMATED QUARTER-MILE E OF THE
 FC1385'BRIDGE OVER TENNESSEE RIVER TO SE SIDE OF RUNNING WATER CREEK,
 FC1385'THENCE A FOOT CLIMB NORTHWESTERLY TO NORTHWESTERN END OF HIGH
 FC1385'RAILROAD BRIDGE OVER CREEK AND HIGHWAY TO MARK, AT APPROX.
 FC1385'RAILROAD 135.25 MILES, ABOUT 165 YARDS NW OF NW END OF BRIDGE,
 FC1385'275 FEET SE OF NO. 135.2 RAILROAD TRAFFIC SIGNAL, 9.2 FEET
 FC1385'SW OF SW RAIL OF MAIN LINE DOUBLE TRACKS, LEVEL WITH TOP OF
 FC1385'SAME, ABOUT 2 FEET ABOVE THE BOTTOM OF THE DITCH, AND SET
 FC1385'FACE-VERTICAL IN DRILL HOLE IN THE WALL OF THE ROCK CUT.
 FC1385
 FC1385                          STATION RECOVERY (1983)
 FC1385
 FC1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1385'NOT RECOVERED, NOT SEARCHED FOR, TOO FAR OFF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1093 ***********************************************************************
 FC1093  DESIGNATION -  T 184
 FC1093  PID         -  FC1093
 FC1093  STATE/COUNTY-  TN/HAMILTON
 FC1093  USGS QUAD   -  DAISY (1976)
 FC1093
 FC1093                         *CURRENT SURVEY CONTROL
 FC1093  ___________________________________________________________________
 FC1093* NAD 83(1986)-  35 14 11.     (N)    085 11 24.     (W)     SCALED    
 FC1093* NAVD 88     -       212.875  (meters)     698.41   (feet)  ADJUSTED  
 FC1093  ___________________________________________________________________
 FC1093  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1093  DYNAMIC HT  -         212.664 (meters)     697.72  (feet)  COMP
 FC1093  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 FC1093
 FC1093  VERT ORDER  -  FIRST     CLASS II
 FC1093
 FC1093.The horizontal coordinates were scaled from a topographic map and have
 FC1093.an estimated accuracy of +/- 6 seconds.
 FC1093
 FC1093.The orthometric height was determined by differential leveling
 FC1093.and adjusted by the National Geodetic Survey in June 1991..
 FC1093
 FC1093.The geoid height was determined by GEOID03.
 FC1093
 FC1093.The dynamic height is computed by dividing the NAVD 88
 FC1093.geopotential number by the normal gravity value computed on the
 FC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1093.degrees latitude (g = 980.6199 gals.).
 FC1093
 FC1093.The modeled gravity was interpolated from observed gravity values.
 FC1093
 FC1093;                    North         East    Units  Estimated Accuracy
 FC1093;SPC TN       -   100,500.      673,730.      MT  (+/- 180 meters Scaled)
 FC1093
 FC1093                          SUPERSEDED SURVEY CONTROL
 FC1093
 FC1093  NGVD 29 (??/??/92)  212.922  (m)          698.56   (f) ADJ UNCH    1 2
 FC1093
 FC1093.Superseded values are not recommended for survey control.
 FC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1093.See file dsdata.txt to determine how the superseded data were derived.
 FC1093
 FC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE646007(NAD 83)
 FC1093_MARKER: DB = BENCH MARK DISK
 FC1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1093_STAMPING: T 184 1950
 FC1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1093+STABILITY: SURFACE MOTION
 FC1093
 FC1093  HISTORY     - Date     Condition        Report By
 FC1093  HISTORY     - 1950     MONUMENTED       CGS
 FC1093  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1093
 FC1093                          STATION DESCRIPTION
 FC1093
 FC1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1093'AT DAISY.
 FC1093'AT DAISY, ALONG THE SOUTHERN RAILWAY, 134 FEET NORTHEAST OF THE
 FC1093'NORTH CORNER OF THE STATION, 37 FEET SOUTHEAST OF THE CENTER LINE
 FC1093'OF A ROAD, 42 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC1093'TRACK, 54.8 FEET SOUTHWEST OF A LONE 12-INCH SYCAMORE TREE, 30
 FC1093'FEET NORTH OF A LONE 3-INCH CEDAR TREE, 34 FEET EAST OF POWER
 FC1093'POLE NO. DA 2086, ABOUT 1 FOOT BELOW TOP OF RAIL AND SET IN THE
 FC1093'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FC1093
 FC1093                          STATION RECOVERY (1958)
 FC1093
 FC1093'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0058 ***********************************************************************
 FD0058  DESIGNATION -  T 185
 FD0058  PID         -  FD0058
 FD0058  STATE/COUNTY-  TN/RUTHERFORD
 FD0058  USGS QUAD   -  MURFREESBORO (1983)
 FD0058
 FD0058                         *CURRENT SURVEY CONTROL
 FD0058  ___________________________________________________________________
 FD0058* NAD 83(1986)-  35 50 21.     (N)    086 23 15.     (W)     SCALED    
 FD0058* NAVD 88     -       182.143  (meters)     597.58   (feet)  ADJUSTED  
 FD0058  ___________________________________________________________________
 FD0058  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0058  DYNAMIC HT  -         181.983 (meters)     597.06  (feet)  COMP
 FD0058  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 FD0058
 FD0058  VERT ORDER  -  FIRST     CLASS II
 FD0058
 FD0058.The horizontal coordinates were scaled from a topographic map and have
 FD0058.an estimated accuracy of +/- 6 seconds.
 FD0058
 FD0058.The orthometric height was determined by differential leveling
 FD0058.and adjusted by the National Geodetic Survey in June 1991..
 FD0058
 FD0058.The geoid height was determined by GEOID03.
 FD0058
 FD0058.The dynamic height is computed by dividing the NAVD 88
 FD0058.geopotential number by the normal gravity value computed on the
 FD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0058.degrees latitude (g = 980.6199 gals.).
 FD0058
 FD0058.The modeled gravity was interpolated from observed gravity values.
 FD0058
 FD0058;                    North         East    Units  Estimated Accuracy
 FD0058;SPC TN       -   167,140.      564,990.      MT  (+/- 180 meters Scaled)
 FD0058
 FD0058                          SUPERSEDED SURVEY CONTROL
 FD0058
 FD0058  NGVD 29 (??/??/92)  182.153  (m)          597.61   (f) ADJ UNCH    1 2
 FD0058
 FD0058.Superseded values are not recommended for survey control.
 FD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0058.See file dsdata.txt to determine how the superseded data were derived.
 FD0058
 FD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE553662(NAD 83)
 FD0058_MARKER: DB = BENCH MARK DISK
 FD0058_SETTING: 66 = SET IN ROCK OUTCROP
 FD0058_SP_SET: ROCK OUTCROP
 FD0058_STAMPING: T 185 1949
 FD0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0058+STABILITY: POSITION/ELEVATION WELL
 FD0058
 FD0058  HISTORY     - Date     Condition        Report By
 FD0058  HISTORY     - 1949     MONUMENTED       CGS
 FD0058  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0058
 FD0058                          STATION DESCRIPTION
 FD0058
 FD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0058'0.7 MI SE FROM MURFREESBORO.
 FD0058'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT HOUSE
 FD0058'AT MURFREESBORO, AT THE CITY WATER WORKS PUMPING AND FILTERATION
 FD0058'PLANT AND AT THE U.S. COOPERATIVE WEATHER STATION, SET IN THE
 FD0058'TOP OF AN OUTCROPPING OF ROCK, 151 FEET NORTHWEST OF THE WEST
 FD0058'CORNER OF THE WATER RESERVOIR, 165 1/2 FEET SOUTHWEST OF THE CENTER
 FD0058'LINE OF THE HIGHWAY, 64 1/2 FEET WEST OF A RECORDING GUAGE FOR
 FD0058'RAIN FALL, 24 1/2 FEET EAST OF THE CENTER LINE OF AN ENTRANCE TO
 FD0058'THE WATER WORKS, 26 FEET SOUTHWEST OF A 5-INCH ELM TREE AND ABOUT
 FD0058'6 FEET BELOW THE HIGHWAY.
 FD0058
 FD0058                          STATION RECOVERY (2001)
 FD0058
 FD0058'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0399 ***********************************************************************
 GC0399  DESIGNATION -  T 187
 GC0399  PID         -  GC0399
 GC0399  STATE/COUNTY-  TN/DAVIDSON
 GC0399  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0399
 GC0399                         *CURRENT SURVEY CONTROL
 GC0399  ___________________________________________________________________
 GC0399* NAD 83(1986)-  36 07 56.     (N)    086 45 00.     (W)     SCALED    
 GC0399* NAVD 88     -       152.215  (meters)     499.39   (feet)  ADJUSTED  
 GC0399  ___________________________________________________________________
 GC0399  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0399  DYNAMIC HT  -         152.085 (meters)     498.97  (feet)  COMP
 GC0399  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0399
 GC0399  VERT ORDER  -  FIRST     CLASS II
 GC0399
 GC0399.The horizontal coordinates were scaled from a topographic map and have
 GC0399.an estimated accuracy of +/- 6 seconds.
 GC0399
 GC0399.The orthometric height was determined by differential leveling
 GC0399.and adjusted by the National Geodetic Survey in June 1991..
 GC0399
 GC0399.The geoid height was determined by GEOID03.
 GC0399
 GC0399.The dynamic height is computed by dividing the NAVD 88
 GC0399.geopotential number by the normal gravity value computed on the
 GC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0399.degrees latitude (g = 980.6199 gals.).
 GC0399
 GC0399.The modeled gravity was interpolated from observed gravity values.
 GC0399
 GC0399;                    North         East    Units  Estimated Accuracy
 GC0399;SPC TN       -   199,850.      532,490.      MT  (+/- 180 meters Scaled)
 GC0399
 GC0399                          SUPERSEDED SURVEY CONTROL
 GC0399
 GC0399  NGVD 29 (??/??/92)  152.238  (m)          499.47   (f) ADJ UNCH    1 2
 GC0399
 GC0399.Superseded values are not recommended for survey control.
 GC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0399.See file dsdata.txt to determine how the superseded data were derived.
 GC0399
 GC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE224986(NAD 83)
 GC0399_MARKER: DB = BENCH MARK DISK
 GC0399_SETTING: 66 = SET IN ROCK OUTCROP
 GC0399_SP_SET: ROCK CUT
 GC0399_STAMPING: T 187 1949
 GC0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0399+STABILITY: POSITION/ELEVATION WELL
 GC0399
 GC0399  HISTORY     - Date     Condition        Report By
 GC0399  HISTORY     - 1949     MONUMENTED       CGS
 GC0399
 GC0399                          STATION DESCRIPTION
 GC0399
 GC0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0399'2.6 MI SE FROM NASHVILLE.
 GC0399'2.65 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0399'RAILWAY FROM THE UNION STATION AT NASHVILLE, ABOUT 0.2 MILE NORTHWEST
 GC0399'OF THE OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD OVER THE
 GC0399'TRACKS, ABOUT 0.15 MILE SOUTHEAST OF A WOODEN STREET OVERPASS OVER
 GC0399'TRACKS, SET IN A SHELF NEAR THE NORTHWEST END OF A ROCK CUT, 236
 GC0399'FEET SOUTHEAST OF SEMAPHORE SIGNAL NO. 2/8 AND 2/7, 10 1/2 FEET
 GC0399'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK AND ABOUT
 GC0399'1/2 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1419 ***********************************************************************
 GC1419  DESIGNATION -  T 188
 GC1419  PID         -  GC1419
 GC1419  STATE/COUNTY-  TN/CHEATHAM
 GC1419  USGS QUAD   -  LILLAMAY (1983)
 GC1419
 GC1419                         *CURRENT SURVEY CONTROL
 GC1419  ___________________________________________________________________
 GC1419* NAD 83(1986)-  36 14 11.     (N)    087 01 56.     (W)     SCALED    
 GC1419* NAVD 88     -       124.503  (meters)     408.47   (feet)  ADJUSTED  
 GC1419  ___________________________________________________________________
 GC1419  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1419  DYNAMIC HT  -         124.397 (meters)     408.13  (feet)  COMP
 GC1419  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GC1419
 GC1419  VERT ORDER  -  FIRST     CLASS II
 GC1419
 GC1419.The horizontal coordinates were scaled from a topographic map and have
 GC1419.an estimated accuracy of +/- 6 seconds.
 GC1419
 GC1419.The orthometric height was determined by differential leveling
 GC1419.and adjusted by the National Geodetic Survey in June 1991..
 GC1419
 GC1419.The geoid height was determined by GEOID03.
 GC1419
 GC1419.The dynamic height is computed by dividing the NAVD 88
 GC1419.geopotential number by the normal gravity value computed on the
 GC1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1419.degrees latitude (g = 980.6199 gals.).
 GC1419
 GC1419.The modeled gravity was interpolated from observed gravity values.
 GC1419
 GC1419;                    North         East    Units  Estimated Accuracy
 GC1419;SPC TN       -   211,630.      507,210.      MT  (+/- 180 meters Scaled)
 GC1419
 GC1419                          SUPERSEDED SURVEY CONTROL
 GC1419
 GC1419  NGVD 29 (??/??/92)  124.549  (m)          408.62   (f) ADJ UNCH    1 2
 GC1419
 GC1419.Superseded values are not recommended for survey control.
 GC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1419.See file dsdata.txt to determine how the superseded data were derived.
 GC1419
 GC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF971101(NAD 83)
 GC1419_MARKER: DB = BENCH MARK DISK
 GC1419_SETTING: 66 = SET IN ROCK OUTCROP
 GC1419_SP_SET: ROCK OUTCROP
 GC1419_STAMPING: T 188 1949
 GC1419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1419+STABILITY: POSITION/ELEVATION WELL
 GC1419
 GC1419  HISTORY     - Date     Condition        Report By
 GC1419  HISTORY     - 1949     MONUMENTED       CGS
 GC1419  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1419
 GC1419                          STATION DESCRIPTION
 GC1419
 GC1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1419'3.8 MI SE FROM ASHLAND CITY.
 GC1419'3.8 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1419'THE STATION AT ASHLAND CITY, ABOUT 1.0 MILE NORTHWEST OF THE
 GC1419'ROAD CROSSING AT GRAVELOTTE, AT A FARM ROAD CROSSING, SET IN THE
 GC1419'TOP OF A FLAT ROCK OUTCROP ABOUT 12 BY 6-FEET, 87 FEET EAST AND
 GC1419'ACROSS THE TRACK FROM TELEPHONE POLE NO. 435, 130 FEET WEST-NORTHWEST
 GC1419'OF THE CENTER OF A FARM GATE ACROSS ROAD, 41 FEET EAST OF THE
 GC1419'CENTER OF THE CROSSING, 7 FEET NORTH OF THE CENTER LINE OF THE
 GC1419'FARM ROAD, 19 1/2 FEET NORTHEAST AND ACROSS THE FARM ROAD FROM
 GC1419'THE NORTHEAST RAIL AND ABOUT 1 1/2 FEET BELOW THE TRACK.
 GC1419
 GC1419                          STATION RECOVERY (1984)
 GC1419
 GC1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1419'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0470 ***********************************************************************
 GB0470  DESIGNATION -  T 189
 GB0470  PID         -  GB0470
 GB0470  STATE/COUNTY-  TN/KNOX
 GB0470  USGS QUAD   -  POWELL (1976)
 GB0470
 GB0470                         *CURRENT SURVEY CONTROL
 GB0470  ___________________________________________________________________
 GB0470* NAD 83(1986)-  36 03 42.     (N)    084 02 55.     (W)     SCALED    
 GB0470* NAVD 88     -       275.798  (meters)     904.85   (feet)  ADJUSTED  
 GB0470  ___________________________________________________________________
 GB0470  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0470  DYNAMIC HT  -         275.542 (meters)     904.01  (feet)  COMP
 GB0470  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GB0470
 GB0470  VERT ORDER  -  FIRST     CLASS I
 GB0470
 GB0470.The horizontal coordinates were scaled from a topographic map and have
 GB0470.an estimated accuracy of +/- 6 seconds.
 GB0470
 GB0470.The orthometric height was determined by differential leveling
 GB0470.and adjusted by the National Geodetic Survey in June 1991..
 GB0470.WARNING-Repeat measurements at this control monument indicate possible
 GB0470.vertical movement.
 GB0470
 GB0470.The geoid height was determined by GEOID03.
 GB0470
 GB0470.The dynamic height is computed by dividing the NAVD 88
 GB0470.geopotential number by the normal gravity value computed on the
 GB0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0470.degrees latitude (g = 980.6199 gals.).
 GB0470
 GB0470.The modeled gravity was interpolated from observed gravity values.
 GB0470
 GB0470;                    North         East    Units  Estimated Accuracy
 GB0470;SPC TN       -   193,510.      775,790.      MT  (+/- 180 meters Scaled)
 GB0470
 GB0470                          SUPERSEDED SURVEY CONTROL
 GB0470
 GB0470  NGVD 29 (??/??/92)  275.919  (m)          905.24   (f) ADJ UNCH    1 1
 GB0470
 GB0470.Superseded values are not recommended for survey control.
 GB0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0470.See file dsdata.txt to determine how the superseded data were derived.
 GB0470
 GB0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE658948(NAD 83)
 GB0470_MARKER: DB = BENCH MARK DISK
 GB0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0470_STAMPING: T 189 1950
 GB0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0470+STABILITY: SURFACE MOTION
 GB0470
 GB0470  HISTORY     - Date     Condition        Report By
 GB0470  HISTORY     - 1950     MONUMENTED       CGS
 GB0470  HISTORY     - 1967     GOOD             NGS
 GB0470  HISTORY     - 1973     GOOD             TVA
 GB0470
 GB0470                          STATION DESCRIPTION
 GB0470
 GB0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0470'3.7 MI NW FROM POWELL.
 GB0470'ABOUT 3.7 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0470'STATION AT POWELL, ABOUT 0.1 MILE SOUTH OF MILEPOST 12, ABOUT 260
 GB0470'FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD CROSSING, 108 FEET
 GB0470'SOUTHWEST OF THE CENTER OF A ROAD JUNCTION, 62.1 FEET WEST AND
 GB0470'ACROSS A GRAVELED ROAD FROM THE WEST RAIL, 26 1/2 FEET SOUTHEAST
 GB0470'OF THE CENTER LINE OF THE BLACK TOP ROAD, 19 1/2 FEET WEST OF THE
 GB0470'CENTER LINE OF THE GRAVELED ROAD, 1.2 FEET SOUTH OF A METAL
 GB0470'WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 GB0470'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GB0470
 GB0470                          STATION RECOVERY (1973)
 GB0470
 GB0470'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0068 ***********************************************************************
 FE0068  DESIGNATION -  T 19
 FE0068  PID         -  FE0068
 FE0068  STATE/COUNTY-  TN/HENDERSON
 FE0068  USGS QUAD   -  LEXINGTON (1992)
 FE0068
 FE0068                         *CURRENT SURVEY CONTROL
 FE0068  ___________________________________________________________________
 FE0068* NAD 83(1986)-  35 38 55.     (N)    088 23 33.     (W)     SCALED    
 FE0068* NAVD 88     -       153.385  (meters)     503.23   (feet)  ADJUSTED  
 FE0068  ___________________________________________________________________
 FE0068  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0068  DYNAMIC HT  -         153.249 (meters)     502.78  (feet)  COMP
 FE0068  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FE0068
 FE0068  VERT ORDER  -  FIRST     CLASS II
 FE0068
 FE0068.The horizontal coordinates were scaled from a topographic map and have
 FE0068.an estimated accuracy of +/- 6 seconds.
 FE0068
 FE0068.The orthometric height was determined by differential leveling
 FE0068.and adjusted by the National Geodetic Survey in June 1991..
 FE0068
 FE0068.The geoid height was determined by GEOID03.
 FE0068
 FE0068.The dynamic height is computed by dividing the NAVD 88
 FE0068.geopotential number by the normal gravity value computed on the
 FE0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0068.degrees latitude (g = 980.6199 gals.).
 FE0068
 FE0068.The modeled gravity was interpolated from observed gravity values.
 FE0068
 FE0068;                    North         East    Units  Estimated Accuracy
 FE0068;SPC TN       -   148,580.      383,360.      MT  (+/- 180 meters Scaled)
 FE0068
 FE0068                          SUPERSEDED SURVEY CONTROL
 FE0068
 FE0068  NGVD 29 (??/??/??)  153.402  (m)          503.29   (f) ADJUSTED    1 2
 FE0068
 FE0068.Superseded values are not recommended for survey control.
 FE0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0068.See file dsdata.txt to determine how the superseded data were derived.
 FE0068
 FE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE739458(NAD 83)
 FE0068_MARKER: DB = BENCH MARK DISK
 FE0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0068_STAMPING: 503.404 T 19 1934
 FE0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0068+STABILITY: SURFACE MOTION
 FE0068
 FE0068  HISTORY     - Date     Condition        Report By
 FE0068  HISTORY     - 1934     MONUMENTED       CGS
 FE0068  HISTORY     - 1935     GOOD             CGS
 FE0068
 FE0068                          STATION DESCRIPTION
 FE0068
 FE0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0068'AT LEXINGTON.
 FE0068'AT LEXINGTON, HENDERSON COUNTY, AT THE SOUTH CORNER OF THE
 FE0068'COURTHOUSE SQUARE, 104 FEET SOUTH OF THE SOUTH CORNER OF THE
 FE0068'COURTHOUSE, 30 FEET NORTH OF MAIN STREET, AND INSIDE THE CURBLINE.
 FE0068'A STANDARD DISK, STAMPED 503.404 T 19 1934 AND SET IN THE TOP
 FE0068'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0506 ***********************************************************************
 GB0506  DESIGNATION -  T 190
 GB0506  PID         -  GB0506
 GB0506  STATE/COUNTY-  TN/ANDERSON
 GB0506  USGS QUAD   -  WINDROCK (1975)
 GB0506
 GB0506                         *CURRENT SURVEY CONTROL
 GB0506  ___________________________________________________________________
 GB0506* NAD 83(1986)-  36 04 32.     (N)    084 15 27.     (W)     SCALED    
 GB0506* NAVD 88     -       277.375  (meters)     910.02   (feet)  ADJUSTED  
 GB0506  ___________________________________________________________________
 GB0506  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB0506  DYNAMIC HT  -         277.123 (meters)     909.19  (feet)  COMP
 GB0506  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GB0506
 GB0506  VERT ORDER  -  FIRST     CLASS I
 GB0506
 GB0506.The horizontal coordinates were scaled from a topographic map and have
 GB0506.an estimated accuracy of +/- 6 seconds.
 GB0506
 GB0506.The orthometric height was determined by differential leveling
 GB0506.and adjusted by the National Geodetic Survey in June 1991..
 GB0506.WARNING-Repeat measurements at this control monument indicate possible
 GB0506.vertical movement.
 GB0506
 GB0506.The geoid height was determined by GEOID03.
 GB0506
 GB0506.The dynamic height is computed by dividing the NAVD 88
 GB0506.geopotential number by the normal gravity value computed on the
 GB0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0506.degrees latitude (g = 980.6199 gals.).
 GB0506
 GB0506.The modeled gravity was interpolated from observed gravity values.
 GB0506
 GB0506;                    North         East    Units  Estimated Accuracy
 GB0506;SPC TN       -   194,700.      756,950.      MT  (+/- 180 meters Scaled)
 GB0506
 GB0506                          SUPERSEDED SURVEY CONTROL
 GB0506
 GB0506  NGVD 29 (??/??/92)  277.509  (m)          910.46   (f) ADJ UNCH    1 1
 GB0506
 GB0506.Superseded values are not recommended for survey control.
 GB0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0506.See file dsdata.txt to determine how the superseded data were derived.
 GB0506
 GB0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE469958(NAD 83)
 GB0506_MARKER: DB = BENCH MARK DISK
 GB0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0506_STAMPING: T 190 1950
 GB0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0506+STABILITY: SURFACE MOTION
 GB0506
 GB0506  HISTORY     - Date     Condition        Report By
 GB0506  HISTORY     - 1950     MONUMENTED       CGS
 GB0506  HISTORY     - 1967     GOOD             NGS
 GB0506
 GB0506                          STATION DESCRIPTION
 GB0506
 GB0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0506'5.6 MI E FROM OLIVER SPRINGS.
 GB0506'ABOUT 5.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0506'STATION AT OLIVER SPRINGS, ABOUT 252 FEET EAST OF MILEPOST 30,
 GB0506'30 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING
 GB0506'LEADING TO A ONE STORY LOG HOUSE, 22 1/2 FEET EAST OF THE
 GB0506'CENTER LINE OF THE ROAD, 21.1 FEET NORTH OF THE NORTH RAIL,
 GB0506'7 FEET NORTHEAST OF A TELEPHONE POLE, 1.2 FEET WEST OF A METAL
 GB0506'WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 2 FEET ABOVE THE
 GB0506'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0506'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0875 ***********************************************************************
 GB0875  DESIGNATION -  T 191
 GB0875  PID         -  GB0875
 GB0875  STATE/COUNTY-  TN/MORGAN
 GB0875  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0875
 GB0875                         *CURRENT SURVEY CONTROL
 GB0875  ___________________________________________________________________
 GB0875* NAD 83(1986)-  36 09 18.     (N)    084 39 15.     (W)     SCALED    
 GB0875* NAVD 88     -       389.505  (meters)    1277.90   (feet)  ADJUSTED  
 GB0875  ___________________________________________________________________
 GB0875  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB0875  DYNAMIC HT  -         389.158 (meters)    1276.76  (feet)  COMP
 GB0875  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 GB0875
 GB0875  VERT ORDER  -  FIRST     CLASS I
 GB0875
 GB0875.The horizontal coordinates were scaled from a topographic map and have
 GB0875.an estimated accuracy of +/- 6 seconds.
 GB0875
 GB0875.The orthometric height was determined by differential leveling
 GB0875.and adjusted by the National Geodetic Survey in June 1991..
 GB0875
 GB0875.The geoid height was determined by GEOID03.
 GB0875
 GB0875.The dynamic height is computed by dividing the NAVD 88
 GB0875.geopotential number by the normal gravity value computed on the
 GB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0875.degrees latitude (g = 980.6199 gals.).
 GB0875
 GB0875.The modeled gravity was interpolated from observed gravity values.
 GB0875
 GB0875;                    North         East    Units  Estimated Accuracy
 GB0875;SPC TN       -   202,950.      721,100.      MT  (+/- 180 meters Scaled)
 GB0875
 GB0875                          SUPERSEDED SURVEY CONTROL
 GB0875
 GB0875  NGVD 29 (??/??/92)  389.613  (m)         1278.26   (f) ADJ UNCH    1 1
 GB0875
 GB0875.Superseded values are not recommended for survey control.
 GB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0875.See file dsdata.txt to determine how the superseded data were derived.
 GB0875
 GB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF110036(NAD 83)
 GB0875_MARKER: DB = BENCH MARK DISK
 GB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0875_STAMPING: T 191 1950
 GB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0875+STABILITY: SURFACE MOTION
 GB0875
 GB0875  HISTORY     - Date     Condition        Report By
 GB0875  HISTORY     - 1950     MONUMENTED       CGS
 GB0875  HISTORY     - 1968     GOOD             NGS
 GB0875
 GB0875                          STATION DESCRIPTION
 GB0875
 GB0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0875'2.7 MI N FROM LANCING.
 GB0875'ABOUT 2.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0875'AT LANCING, 74 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GB0875'SOUTHWEST TRACK, 32 FEET SOUTH OF THE CENTERLINE OF A PRIVATE TRAIL
 GB0875'ROAD, 143 FEET NORTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 GB0875'29 FEET SOUTHEAST OF A CORNER FENCE POST, 1 1/2 FEET NORTHEAST OF
 GB0875'A FENCE, 281.0 FEET NORTHWEST OF BENCH MARK TT 16 E (USGS), 2.4 FEET
 GB0875'EAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 GB0875'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0692 ***********************************************************************
 FC0692  DESIGNATION -  T 192
 FC0692  PID         -  FC0692
 FC0692  STATE/COUNTY-  TN/RHEA
 FC0692  USGS QUAD   -  EVENSVILLE (1990)
 FC0692
 FC0692                         *CURRENT SURVEY CONTROL
 FC0692  ___________________________________________________________________
 FC0692* NAD 83(1986)-  35 34 56.     (N)    084 56 16.     (W)     SCALED    
 FC0692* NAVD 88     -       239.353  (meters)     785.28   (feet)  ADJUSTED  
 FC0692  ___________________________________________________________________
 FC0692  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FC0692  DYNAMIC HT  -         239.122 (meters)     784.52  (feet)  COMP
 FC0692  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 FC0692
 FC0692  VERT ORDER  -  FIRST     CLASS II
 FC0692
 FC0692.The horizontal coordinates were scaled from a topographic map and have
 FC0692.an estimated accuracy of +/- 6 seconds.
 FC0692
 FC0692.The orthometric height was determined by differential leveling
 FC0692.and adjusted by the National Geodetic Survey in June 1991..
 FC0692
 FC0692.The geoid height was determined by GEOID03.
 FC0692
 FC0692.The dynamic height is computed by dividing the NAVD 88
 FC0692.geopotential number by the normal gravity value computed on the
 FC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0692.degrees latitude (g = 980.6199 gals.).
 FC0692
 FC0692.The modeled gravity was interpolated from observed gravity values.
 FC0692
 FC0692;                    North         East    Units  Estimated Accuracy
 FC0692;SPC TN       -   139,090.      696,270.      MT  (+/- 180 meters Scaled)
 FC0692
 FC0692                          SUPERSEDED SURVEY CONTROL
 FC0692
 FC0692  NGVD 29 (??/??/92)  239.425  (m)          785.51   (f) ADJ UNCH    1 2
 FC0692
 FC0692.Superseded values are not recommended for survey control.
 FC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0692.See file dsdata.txt to determine how the superseded data were derived.
 FC0692
 FC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE868395(NAD 83)
 FC0692_MARKER: DB = BENCH MARK DISK
 FC0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0692_SP_SET: CULVERT
 FC0692_STAMPING: T 192 1950
 FC0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0692
 FC0692  HISTORY     - Date     Condition        Report By
 FC0692  HISTORY     - 1950     MONUMENTED       CGS
 FC0692
 FC0692                          STATION DESCRIPTION
 FC0692
 FC0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0692'1.6 MI NE FROM EVENSVILLE.
 FC0692'1.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0692'AT EVENSVILLE, THENCE ABOUT 0.15 MILE SOUTHEAST ACROSS A FIELD TO
 FC0692'U.S. HIGHWAY 27, AT THE JUNCTION OF U.S. HIGHWAY 27 AND A GRAVEL
 FC0692'ROAD LEADING SOUTHEAST AND UPHILL TO SMYRNA CHURCH, SET IN THE
 FC0692'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 6-FOOT
 FC0692'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 18.5 FEET NORTHWEST
 FC0692'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE
 FC0692'HIGHWAY.  NOTE-- MARK IS REACHED BY HIGHWAY BY GOING ABOUT 1.55
 FC0692'MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN RAILWAY
 FC0692'STATION AT EVENSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0677 ***********************************************************************
 FC0677  DESIGNATION -  T 193
 FC0677  PID         -  FC0677
 FC0677  STATE/COUNTY-  TN/RHEA
 FC0677  USGS QUAD   -  SPRING CITY (1990)
 FC0677
 FC0677                         *CURRENT SURVEY CONTROL
 FC0677  ___________________________________________________________________
 FC0677* NAD 83(1986)-  35 41 42.     (N)    084 51 32.     (W)     SCALED    
 FC0677* NAVD 88     -       233.163  (meters)     764.97   (feet)  ADJUSTED  
 FC0677  ___________________________________________________________________
 FC0677  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0677  DYNAMIC HT  -         232.945 (meters)     764.25  (feet)  COMP
 FC0677  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FC0677
 FC0677  VERT ORDER  -  FIRST     CLASS II
 FC0677
 FC0677.The horizontal coordinates were scaled from a topographic map and have
 FC0677.an estimated accuracy of +/- 6 seconds.
 FC0677
 FC0677.The orthometric height was determined by differential leveling
 FC0677.and adjusted by the National Geodetic Survey in June 1991..
 FC0677
 FC0677.The geoid height was determined by GEOID03.
 FC0677
 FC0677.The dynamic height is computed by dividing the NAVD 88
 FC0677.geopotential number by the normal gravity value computed on the
 FC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0677.degrees latitude (g = 980.6199 gals.).
 FC0677
 FC0677.The modeled gravity was interpolated from observed gravity values.
 FC0677
 FC0677;                    North         East    Units  Estimated Accuracy
 FC0677;SPC TN       -   151,680.      703,270.      MT  (+/- 180 meters Scaled)
 FC0677
 FC0677                          SUPERSEDED SURVEY CONTROL
 FC0677
 FC0677  NGVD 29 (??/??/92)  233.250  (m)          765.25   (f) ADJ UNCH    1 2
 FC0677
 FC0677.Superseded values are not recommended for survey control.
 FC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0677.See file dsdata.txt to determine how the superseded data were derived.
 FC0677
 FC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE937522(NAD 83)
 FC0677_MARKER: DB = BENCH MARK DISK
 FC0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0677_SP_SET: BRIDGE
 FC0677_STAMPING: T 193 1950
 FC0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0677
 FC0677  HISTORY     - Date     Condition        Report By
 FC0677  HISTORY     - 1950     MONUMENTED       CGS
 FC0677
 FC0677                          STATION DESCRIPTION
 FC0677
 FC0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0677'AT SPRING CITY.
 FC0677'AT SPRING CITY, ABOUT 0.15 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC0677'FROM THE STATION, SET IN THE TOP OF THE NORTHWEST END OF THE
 FC0677'SOUTHWEST CONCRETE ABUTMENT OF A 60-FOOT CONCRETE BRIDGE, 11
 FC0677'FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 3.5 FEET BELOW
 FC0677'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0641 ***********************************************************************
 FC0641  DESIGNATION -  T 194
 FC0641  PID         -  FC0641
 FC0641  STATE/COUNTY-  TN/ROANE
 FC0641  USGS QUAD   -  HARRIMAN (1980)
 FC0641
 FC0641                         *CURRENT SURVEY CONTROL
 FC0641  ___________________________________________________________________
 FC0641* NAD 83(1986)-  35 54 05.     (N)    084 36 13.     (W)     SCALED    
 FC0641* NAVD 88     -       235.135  (meters)     771.44   (feet)  ADJUSTED  
 FC0641  ___________________________________________________________________
 FC0641  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0641  DYNAMIC HT  -         234.919 (meters)     770.73  (feet)  COMP
 FC0641  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FC0641
 FC0641  VERT ORDER  -  FIRST     CLASS II
 FC0641
 FC0641.The horizontal coordinates were scaled from a topographic map and have
 FC0641.an estimated accuracy of +/- 6 seconds.
 FC0641
 FC0641.The orthometric height was determined by differential leveling
 FC0641.and adjusted by the National Geodetic Survey in June 1991..
 FC0641
 FC0641.The geoid height was determined by GEOID03.
 FC0641
 FC0641.The dynamic height is computed by dividing the NAVD 88
 FC0641.geopotential number by the normal gravity value computed on the
 FC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0641.degrees latitude (g = 980.6199 gals.).
 FC0641
 FC0641.The modeled gravity was interpolated from observed gravity values.
 FC0641
 FC0641;                    North         East    Units  Estimated Accuracy
 FC0641;SPC TN       -   174,870.      726,050.      MT  (+/- 180 meters Scaled)
 FC0641
 FC0641                          SUPERSEDED SURVEY CONTROL
 FC0641
 FC0641  NGVD 29 (??/??/92)  235.250  (m)          771.82   (f) ADJ UNCH    1 2
 FC0641
 FC0641.Superseded values are not recommended for survey control.
 FC0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0641.See file dsdata.txt to determine how the superseded data were derived.
 FC0641
 FC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE162756(NAD 83)
 FC0641_MARKER: DB = BENCH MARK DISK
 FC0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0641_SP_SET: CULVERT
 FC0641_STAMPING: T 194 1950
 FC0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0641
 FC0641  HISTORY     - Date     Condition        Report By
 FC0641  HISTORY     - 1950     MONUMENTED       CGS
 FC0641  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0641
 FC0641                          STATION DESCRIPTION
 FC0641
 FC0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0641'1.8 MI SW FROM EMORY GAP.
 FC0641'1.75 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0641'AT EMORY GAP, AT A ROAD CROSSING, ABOUT 0.3 MILE SOUTHWEST OF
 FC0641'MILE POST 262, AT A ROAD CROSSING, 165 YARDS NORTHEAST OF
 FC0641'SEMAPHORE NO. 262.5, 104 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0641'109 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 17 FEET
 FC0641'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 61, SET IN THE TOP
 FC0641'OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF AN 11-FOOT
 FC0641'CONCRETE SKEW CULVERY UNDER THE HIGHWAY AND ABOUT 1 FOOT ABOVE
 FC0641'THE TRACK.
 FC0641
 FC0641                          STATION RECOVERY (1968)
 FC0641
 FC0641'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0519 ***********************************************************************
 GB0519  DESIGNATION -  T 195
 GB0519  PID         -  GB0519
 GB0519  STATE/COUNTY-  TN/ROANE
 GB0519  USGS QUAD   -  WINDROCK (1975)
 GB0519
 GB0519                         *CURRENT SURVEY CONTROL
 GB0519  ___________________________________________________________________
 GB0519* NAD 83(1986)-  36 02 44.     (N)    084 20 42.     (W)     SCALED    
 GB0519* NAVD 88     -       239.259  (meters)     784.97   (feet)  ADJUSTED  
 GB0519  ___________________________________________________________________
 GB0519  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB0519  DYNAMIC HT  -         239.042 (meters)     784.26  (feet)  COMP
 GB0519  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0519
 GB0519  VERT ORDER  -  FIRST     CLASS I
 GB0519
 GB0519.The horizontal coordinates were scaled from a topographic map and have
 GB0519.an estimated accuracy of +/- 6 seconds.
 GB0519
 GB0519.The orthometric height was determined by differential leveling
 GB0519.and adjusted by the National Geodetic Survey in June 1991..
 GB0519.WARNING-Repeat measurements at this control monument indicate possible
 GB0519.vertical movement.
 GB0519
 GB0519.The geoid height was determined by GEOID03.
 GB0519
 GB0519.The dynamic height is computed by dividing the NAVD 88
 GB0519.geopotential number by the normal gravity value computed on the
 GB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0519.degrees latitude (g = 980.6199 gals.).
 GB0519
 GB0519.The modeled gravity was interpolated from observed gravity values.
 GB0519
 GB0519;                    North         East    Units  Estimated Accuracy
 GB0519;SPC TN       -   191,230.      749,120.      MT  (+/- 180 meters Scaled)
 GB0519
 GB0519                          SUPERSEDED SURVEY CONTROL
 GB0519
 GB0519  NGVD 29 (??/??/92)  239.387  (m)          785.39   (f) ADJ UNCH    1 1
 GB0519
 GB0519.Superseded values are not recommended for survey control.
 GB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0519.See file dsdata.txt to determine how the superseded data were derived.
 GB0519
 GB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE391922(NAD 83)
 GB0519_MARKER: DB = BENCH MARK DISK
 GB0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0519_SP_SET: PIER
 GB0519_STAMPING: T 195 1950
 GB0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0519
 GB0519  HISTORY     - Date     Condition        Report By
 GB0519  HISTORY     - 1950     MONUMENTED       CGS
 GB0519  HISTORY     - 1967     GOOD             NGS
 GB0519
 GB0519                          STATION DESCRIPTION
 GB0519
 GB0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0519'AT OLIVER SPRINGS.
 GB0519'AT OLIVER SPRINGS, ALONG THE SOUTHERN RAILWAY, ABOUT 40 YARDS
 GB0519'EAST OF THE STATION, SET VERTICALLY IN THE SOUTH FACE OF THE
 GB0519'NORTH CONCRETE PIER OF THE OVERPASS OF THE LOUISVILLE AND
 GB0519'NASHVILLE RAILROAD OVER THE SOUTHERN RAILWAY, 8.4 FEET EAST OF
 GB0519'THE SOUTHWEST CORNER OF THE PIER, 22 FEET NORTH OF THE
 GB0519'NORTH RAIL OF THE MAIN TACK, ABOUT 2 1/2 FEET ABOVE THE GROUND
 GB0519'AND ABOUT 1 1/2 FEET ABOVE THE TRACK.
 GB0519
 GB0519                          STATION RECOVERY (1967)
 GB0519
 GB0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0906 ***********************************************************************
 GB0906  DESIGNATION -  T 196
 GB0906  PID         -  GB0906
 GB0906  STATE/COUNTY-  TN/SCOTT
 GB0906  USGS QUAD   -  ROBBINS (1980)
 GB0906
 GB0906                         *CURRENT SURVEY CONTROL
 GB0906  ___________________________________________________________________
 GB0906* NAD 83(1986)-  36 19 03.     (N)    084 37 27.     (W)     SCALED    
 GB0906* NAVD 88     -       396.282  (meters)    1300.14   (feet)  ADJUSTED  
 GB0906  ___________________________________________________________________
 GB0906  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0906  DYNAMIC HT  -         395.942 (meters)    1299.02  (feet)  COMP
 GB0906  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB0906
 GB0906  VERT ORDER  -  FIRST     CLASS I
 GB0906
 GB0906.The horizontal coordinates were scaled from a topographic map and have
 GB0906.an estimated accuracy of +/- 6 seconds.
 GB0906
 GB0906.The orthometric height was determined by differential leveling
 GB0906.and adjusted by the National Geodetic Survey in June 1991..
 GB0906.WARNING-Repeat measurements at this control monument indicate possible
 GB0906.vertical movement.
 GB0906
 GB0906.The geoid height was determined by GEOID03.
 GB0906
 GB0906.The dynamic height is computed by dividing the NAVD 88
 GB0906.geopotential number by the normal gravity value computed on the
 GB0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0906.degrees latitude (g = 980.6199 gals.).
 GB0906
 GB0906.The modeled gravity was interpolated from observed gravity values.
 GB0906
 GB0906;                    North         East    Units  Estimated Accuracy
 GB0906;SPC TN       -   221,010.      723,550.      MT  (+/- 180 meters Scaled)
 GB0906
 GB0906                          SUPERSEDED SURVEY CONTROL
 GB0906
 GB0906  NGVD 29 (??/??/92)  396.408  (m)         1300.55   (f) ADJ UNCH    1 1
 GB0906
 GB0906.Superseded values are not recommended for survey control.
 GB0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0906.See file dsdata.txt to determine how the superseded data were derived.
 GB0906
 GB0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF132217(NAD 83)
 GB0906_MARKER: DB = BENCH MARK DISK
 GB0906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0906_SP_SET: ABUTMENT
 GB0906_STAMPING: T 196 1950
 GB0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0906
 GB0906  HISTORY     - Date     Condition        Report By
 GB0906  HISTORY     - 1950     MONUMENTED       CGS
 GB0906  HISTORY     - 1968     GOOD             NGS
 GB0906
 GB0906                          STATION DESCRIPTION
 GB0906
 GB0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0906'3.4 MI S FROM ROBBINS.
 GB0906'ABOUT 3.35 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0906'STATION AT ROBBINS, SET IN THE TOP OF THE WEST END OF THE NORTH
 GB0906'CONCRETE ABUTMENT OF A STEEL RAILROAD BRIDGE OVER U.S. HIGHWAY
 GB0906'27 AND BLACK WOLF CREEK, 5 1/2 FEET WEST OF THE WEST RAIL OF THE
 GB0906'WEST TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0131 ***********************************************************************
 FE0131  DESIGNATION -  T 20
 FE0131  PID         -  FE0131
 FE0131  STATE/COUNTY-  TN/DECATUR
 FE0131  USGS QUAD   -  PARSONS (1986)
 FE0131
 FE0131                         *CURRENT SURVEY CONTROL
 FE0131  ___________________________________________________________________
 FE0131* NAD 83(1986)-  35 37 41.     (N)    088 11 03.     (W)     SCALED    
 FE0131* NAVD 88     -       123.855  (meters)     406.35   (feet)  ADJUSTED  
 FE0131  ___________________________________________________________________
 FE0131  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0131  DYNAMIC HT  -         123.745 (meters)     405.99  (feet)  COMP
 FE0131  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE0131
 FE0131  VERT ORDER  -  SECOND    CLASS 0
 FE0131
 FE0131.The horizontal coordinates were scaled from a topographic map and have
 FE0131.an estimated accuracy of +/- 6 seconds.
 FE0131
 FE0131.The orthometric height was determined by differential leveling
 FE0131.and adjusted by the National Geodetic Survey in June 1991..
 FE0131
 FE0131.The geoid height was determined by GEOID03.
 FE0131
 FE0131.The dynamic height is computed by dividing the NAVD 88
 FE0131.geopotential number by the normal gravity value computed on the
 FE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0131.degrees latitude (g = 980.6199 gals.).
 FE0131
 FE0131.The modeled gravity was interpolated from observed gravity values.
 FE0131
 FE0131;                    North         East    Units  Estimated Accuracy
 FE0131;SPC TN       -   145,860.      402,170.      MT  (+/- 180 meters Scaled)
 FE0131
 FE0131                          SUPERSEDED SURVEY CONTROL
 FE0131
 FE0131  NGVD 29 (??/??/??)  123.873  (m)          406.41   (f) ADJUSTED    2 0
 FE0131
 FE0131.Superseded values are not recommended for survey control.
 FE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0131.See file dsdata.txt to determine how the superseded data were derived.
 FE0131
 FE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE927433(NAD 83)
 FE0131_MARKER: DB = BENCH MARK DISK
 FE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0131_STAMPING: 406.472 T 20 1934
 FE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0131+STABILITY: SURFACE MOTION
 FE0131
 FE0131  HISTORY     - Date     Condition        Report By
 FE0131  HISTORY     - 1934     MONUMENTED       CGS
 FE0131  HISTORY     - 1935     GOOD             CGS
 FE0131  HISTORY     - 1971     GOOD             TVA
 FE0131
 FE0131                          STATION DESCRIPTION
 FE0131
 FE0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0131'AT BEACON.
 FE0131'AT BEACON, DECATUR COUNTY, ON THE ABANDONED NASHVILLE, CHATTANOOGA
 FE0131'AND ST. LOUIS RAILWAY, 75 YARDS WEST OF THE SITE OF THE STATION,
 FE0131'AND 30 FEET NORTH OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 FE0131'406.472 T 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0131'NOTE-- 105 FT NE TO POWER POLE 18, 30 FT S TO CENTERLINE BLACKTOP
 FE0131'RD. (OLD RR BED), 19.3 S TO POST AND SIGN SET IN FENCE.
 FE0131
 FE0131                          STATION RECOVERY (1971)
 FE0131
 FE0131'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0662 ***********************************************************************
 GB0662  DESIGNATION -  T 201
 GB0662  PID         -  GB0662
 GB0662  STATE/COUNTY-  TN/CAMPBELL
 GB0662  USGS QUAD   -  PIONEER (1979)
 GB0662
 GB0662                         *CURRENT SURVEY CONTROL
 GB0662  ___________________________________________________________________
 GB0662* NAD 83(1986)-  36 27 36.     (N)    084 16 07.     (W)     SCALED    
 GB0662* NAVD 88     -       384.398  (meters)    1261.15   (feet)  ADJUSTED  
 GB0662  ___________________________________________________________________
 GB0662  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0662  DYNAMIC HT  -         384.059 (meters)    1260.03  (feet)  COMP
 GB0662  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 GB0662
 GB0662  VERT ORDER  -  SECOND    CLASS 0
 GB0662
 GB0662.The horizontal coordinates were scaled from a topographic map and have
 GB0662.an estimated accuracy of +/- 6 seconds.
 GB0662
 GB0662.The orthometric height was determined by differential leveling
 GB0662.and adjusted by the National Geodetic Survey in June 1991..
 GB0662
 GB0662.The geoid height was determined by GEOID03.
 GB0662
 GB0662.The dynamic height is computed by dividing the NAVD 88
 GB0662.geopotential number by the normal gravity value computed on the
 GB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0662.degrees latitude (g = 980.6199 gals.).
 GB0662
 GB0662.The modeled gravity was interpolated from observed gravity values.
 GB0662
 GB0662;                    North         East    Units  Estimated Accuracy
 GB0662;SPC TN       -   237,330.      755,190.      MT  (+/- 180 meters Scaled)
 GB0662
 GB0662                          SUPERSEDED SURVEY CONTROL
 GB0662
 GB0662  NGVD 29 (??/??/92)  384.512  (m)         1261.52   (f) ADJ UNCH    2 0
 GB0662
 GB0662.Superseded values are not recommended for survey control.
 GB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0662.See file dsdata.txt to determine how the superseded data were derived.
 GB0662
 GB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF447384(NAD 83)
 GB0662_MARKER: DB = BENCH MARK DISK
 GB0662_SETTING: 66 = SET IN ROCK OUTCROP
 GB0662_SP_SET: ROCK OUTCROP
 GB0662_STAMPING: T 201 1951 1261.520
 GB0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0662+STABILITY: POSITION/ELEVATION WELL
 GB0662
 GB0662  HISTORY     - Date     Condition        Report By
 GB0662  HISTORY     - 1951     MONUMENTED       CGS
 GB0662  HISTORY     - 1957     GOOD             NGS
 GB0662
 GB0662                          STATION DESCRIPTION
 GB0662
 GB0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0662'2.2 MI SW FROM ELK VALLEY.
 GB0662'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0662'STATION AT ELK VALLEY, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 GB0662'EXTENDING SOUTH AND NORTHEAST, AT A DIM ROAD CROSSING AND AT THE
 GB0662'SOUTHWEST END OF A LONG BENCH CUT, 12 FEET SOUTHEAST OF THE
 GB0662'SOUTHEAST RAIL, 195 FEET SOUTHWEST OF MILE POST 53, 36 FEET
 GB0662'NORTHEAST OF THE CENTER LINE OF THE DIM ROAD, SET IN THE TOP OF
 GB0662'A ROUNDED OUTCROP OF ROCK AND ABOUT 1 FOOT ABOVE THE TRACK.
 GB0662
 GB0662                          STATION RECOVERY (1957)
 GB0662
 GB0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0165 ***********************************************************************
 GB0165  DESIGNATION -  T 202
 GB0165  PID         -  GB0165
 GB0165  STATE/COUNTY-  TN/SCOTT
 GB0165  USGS QUAD   -  KETCHEN (1982)
 GB0165
 GB0165                         *CURRENT SURVEY CONTROL
 GB0165  ___________________________________________________________________
 GB0165* NAD 83(1986)-  36 31 27.     (N)    084 16 51.     (W)     SCALED    
 GB0165* NAVD 88     -       404.224  (meters)    1326.19   (feet)  ADJUSTED  
 GB0165  ___________________________________________________________________
 GB0165  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0165  DYNAMIC HT  -         403.875 (meters)    1325.05  (feet)  COMP
 GB0165  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 GB0165
 GB0165  VERT ORDER  -  SECOND    CLASS 0
 GB0165
 GB0165.The horizontal coordinates were scaled from a topographic map and have
 GB0165.an estimated accuracy of +/- 6 seconds.
 GB0165
 GB0165.The orthometric height was determined by differential leveling
 GB0165.and adjusted by the National Geodetic Survey in June 1991..
 GB0165
 GB0165.The geoid height was determined by GEOID03.
 GB0165
 GB0165.The dynamic height is computed by dividing the NAVD 88
 GB0165.geopotential number by the normal gravity value computed on the
 GB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0165.degrees latitude (g = 980.6199 gals.).
 GB0165
 GB0165.The modeled gravity was interpolated from observed gravity values.
 GB0165
 GB0165;                    North         East    Units  Estimated Accuracy
 GB0165;SPC TN       -   244,430.      753,970.      MT  (+/- 180 meters Scaled)
 GB0165
 GB0165                          SUPERSEDED SURVEY CONTROL
 GB0165
 GB0165  NGVD 29 (??/??/92)  404.354  (m)         1326.62   (f) ADJ UNCH    2 0
 GB0165
 GB0165.Superseded values are not recommended for survey control.
 GB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0165.See file dsdata.txt to determine how the superseded data were derived.
 GB0165
 GB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF434455(NAD 83)
 GB0165_MARKER: DB = BENCH MARK DISK
 GB0165_SETTING: 66 = SET IN ROCK OUTCROP
 GB0165_SP_SET: ROCK OUTCROP
 GB0165_STAMPING: T 202 1951 1326.618
 GB0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0165+STABILITY: POSITION/ELEVATION WELL
 GB0165
 GB0165  HISTORY     - Date     Condition        Report By
 GB0165  HISTORY     - 1951     MONUMENTED       CGS
 GB0165  HISTORY     - 1962     GOOD             NGS
 GB0165
 GB0165                          STATION DESCRIPTION
 GB0165
 GB0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0165'6 MI NW FROM ELK VALLEY.
 GB0165'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0165'VALLEY, THENCE ABOUT 5.35 MILES NORTHWEST ALONG A MOUNTAIN ROAD
 GB0165'LEADING TO KETCHEN, ON THE INSIDE OF A CURVE WITH TANGENTS
 GB0165'EXTENDING SOUTHEAST AND NORTH AND AT THE JUNCTION OF A DIM ROAD
 GB0165'EAST, SET IN THE TOP OF THE WEST EDGE OF AN OUTCROP OF ROCK, 24
 GB0165'FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF THE
 GB0165'CENTER OF DIM ROAD, 1 FOOT EAST OF WEST EDGE OF OUTCROP AND
 GB0165'ABOUT 8 FEET ABOVE THE ROAD.
 GB0165
 GB0165                          STATION RECOVERY (1962)
 GB0165
 GB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0958 ***********************************************************************
 GB0958  DESIGNATION -  T 203
 GB0958  PID         -  GB0958
 GB0958  STATE/COUNTY-  TN/FENTRESS
 GB0958  USGS QUAD   -  STOCKTON (1984)
 GB0958
 GB0958                         *CURRENT SURVEY CONTROL
 GB0958  ___________________________________________________________________
 GB0958* NAD 83(1986)-  36 28 50.     (N)    084 51 35.     (W)     SCALED    
 GB0958* NAVD 88     -       520.270  (meters)    1706.92   (feet)  ADJUSTED  
 GB0958  ___________________________________________________________________
 GB0958  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GB0958  DYNAMIC HT  -         519.828 (meters)    1705.47  (feet)  COMP
 GB0958  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 GB0958
 GB0958  VERT ORDER  -  SECOND    CLASS 0
 GB0958
 GB0958.The horizontal coordinates were scaled from a topographic map and have
 GB0958.an estimated accuracy of +/- 6 seconds.
 GB0958
 GB0958.The orthometric height was determined by differential leveling
 GB0958.and adjusted by the National Geodetic Survey in June 1991..
 GB0958
 GB0958.The geoid height was determined by GEOID03.
 GB0958
 GB0958.The dynamic height is computed by dividing the NAVD 88
 GB0958.geopotential number by the normal gravity value computed on the
 GB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0958.degrees latitude (g = 980.6199 gals.).
 GB0958
 GB0958.The modeled gravity was interpolated from observed gravity values.
 GB0958
 GB0958;                    North         East    Units  Estimated Accuracy
 GB0958;SPC TN       -   238,830.      702,180.      MT  (+/- 180 meters Scaled)
 GB0958
 GB0958                          SUPERSEDED SURVEY CONTROL
 GB0958
 GB0958  NGVD 29 (??/??/92)  520.394  (m)         1707.33   (f) ADJ UNCH    2 0
 GB0958
 GB0958.Superseded values are not recommended for survey control.
 GB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0958.See file dsdata.txt to determine how the superseded data were derived.
 GB0958
 GB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF917393(NAD 83)
 GB0958_MARKER: DB = BENCH MARK DISK
 GB0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0958_STAMPING: T 203 1951 1707.326
 GB0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0958+STABILITY: SURFACE MOTION
 GB0958
 GB0958  HISTORY     - Date     Condition        Report By
 GB0958  HISTORY     - 1951     MONUMENTED       CGS
 GB0958  HISTORY     - 1958     GOOD             NGS
 GB0958
 GB0958                          STATION DESCRIPTION
 GB0958
 GB0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0958'1.7 MI NE FROM EAST JAMESTOWN.
 GB0958'1.7 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT EAST
 GB0958'JAMESTOWN, AT JUNCTION OF A ROAD NORTHEAST, 24 FEET EAST OF CENTER
 GB0958'LINE OF ROAD, 46 FEET NORTHEAST OF CENTER OF JUNCTION, 51 FEET
 GB0958'SOUTH OF A TELEPHONE POLE, 10 FEET NORTHWEST OF CENTER LINE OF
 GB0958'ROAD NORTHEAST, 5 FEET EAST OF TELEPHONE LINE, 2 FEET
 GB0958'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 GB0958'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0958
 GB0958                          STATION RECOVERY (1958)
 GB0958
 GB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2325 ***********************************************************************
 GB2325  DESIGNATION -  T 203 RESET
 GB2325  PID         -  GB2325
 GB2325  STATE/COUNTY-  TN/FENTRESS
 GB2325  USGS QUAD   -  STOCKTON (1984)
 GB2325
 GB2325                         *CURRENT SURVEY CONTROL
 GB2325  ___________________________________________________________________
 GB2325* NAD 83(1986)-  36 28 50.     (N)    084 51 35.     (W)     SCALED    
 GB2325* NAVD 88     -       519.70   (meters)    1705.0    (feet)  RESET     
 GB2325  ___________________________________________________________________
 GB2325  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GB2325
 GB2325  VERT ORDER  -  THIRD
 GB2325
 GB2325.The horizontal coordinates were scaled from a topographic map and have
 GB2325.an estimated accuracy of +/- 6 seconds.
 GB2325
 GB2325.The orthometric height was computed from unverified reset data.
 GB2325.No vertical observational check was made to the station.
 GB2325
 GB2325.The geoid height was determined by GEOID03.
 GB2325
 GB2325;                    North         East    Units  Estimated Accuracy
 GB2325;SPC TN       -   238,830.      702,180.      MT  (+/- 180 meters Scaled)
 GB2325
 GB2325                          SUPERSEDED SURVEY CONTROL
 GB2325
 GB2325  NGVD 29 (10/12/01)  519.82   (m)         1705.4    (f) RESET       3  
 GB2325
 GB2325.Superseded values are not recommended for survey control.
 GB2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2325.See file dsdata.txt to determine how the superseded data were derived.
 GB2325
 GB2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF917393(NAD 83)
 GB2325_MARKER: DB = BENCH MARK DISK
 GB2325_SETTING: 66 = SET IN ROCK OUTCROP
 GB2325_SP_SET: SET IN ROCK OUTCROP
 GB2325_STAMPING: T 203 RESET 1981
 GB2325_MARK LOGO: NGS   
 GB2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2325+STABILITY: POSITION/ELEVATION WELL
 GB2325
 GB2325  HISTORY     - Date     Condition        Report By
 GB2325  HISTORY     - 1981     MONUMENTED       NGS
 GB2325
 GB2325                          STATION DESCRIPTION
 GB2325
 GB2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GB2325'5.95 MI NE FROM JAMESTOWN.
 GB2325'5.95 MILES NORTHEAST ALONG STATE HIGHWAY 154 FROM ITS JUNCTION WITH
 GB2325'HIGHWAY 127 AT THE NORTH EDGE OF JAMESTOWN, IN OUTCROPPING SANDSTONE
 GB2325'BEDROCK, 41 FEET WEST OF A TELEPHONE POLE IN THE CENTER OF A DRIVEWAY
 GB2325'LEADING TO THE BEATY WILDWOOD GROCERY, 18 FEET NORTHWEST OF THE
 GB2325'CENTERLINE OF THE HIGHWAY AND 99 FEET SOUTHWEST OF A POWER POLE.
 GB2325'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2183 ***********************************************************************
 GB2183  DESIGNATION -  T 204
 GB2183  PID         -  GB2183
 GB2183  STATE/COUNTY-  TN/CLAY
 GB2183  USGS QUAD   -  CELINA (1981)
 GB2183
 GB2183                         *CURRENT SURVEY CONTROL
 GB2183  ___________________________________________________________________
 GB2183* NAD 83(1986)-  36 36 27.     (N)    085 30 39.     (W)     SCALED    
 GB2183* NAVD 88     -       160.959  (meters)     528.08   (feet)  ADJUSTED  
 GB2183  ___________________________________________________________________
 GB2183  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB2183  DYNAMIC HT  -         160.825 (meters)     527.64  (feet)  COMP
 GB2183  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GB2183
 GB2183  VERT ORDER  -  SECOND    CLASS 0
 GB2183
 GB2183.The horizontal coordinates were scaled from a topographic map and have
 GB2183.an estimated accuracy of +/- 6 seconds.
 GB2183
 GB2183.The orthometric height was determined by differential leveling
 GB2183.and adjusted by the National Geodetic Survey in June 1991..
 GB2183
 GB2183.The geoid height was determined by GEOID03.
 GB2183
 GB2183.The dynamic height is computed by dividing the NAVD 88
 GB2183.geopotential number by the normal gravity value computed on the
 GB2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2183.degrees latitude (g = 980.6199 gals.).
 GB2183
 GB2183.The modeled gravity was interpolated from observed gravity values.
 GB2183
 GB2183;                    North         East    Units  Estimated Accuracy
 GB2183;SPC TN       -   252,440.      643,770.      MT  (+/- 180 meters Scaled)
 GB2183
 GB2183                          SUPERSEDED SURVEY CONTROL
 GB2183
 GB2183  NGVD 29 (??/??/92)  161.080  (m)          528.48   (f) ADJ UNCH    2 0
 GB2183
 GB2183.Superseded values are not recommended for survey control.
 GB2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2183.See file dsdata.txt to determine how the superseded data were derived.
 GB2183
 GB2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF331523(NAD 83)
 GB2183_MARKER: DB = BENCH MARK DISK
 GB2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2183_STAMPING: T 204 1951
 GB2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2183+STABILITY: SURFACE MOTION
 GB2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2183+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002
 GB2183
 GB2183  HISTORY     - Date     Condition        Report By
 GB2183  HISTORY     - 1951     MONUMENTED       CGS
 GB2183  HISTORY     - 20021118 GOOD             TNDT
 GB2183
 GB2183                          STATION DESCRIPTION
 GB2183
 GB2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB2183'6.2 MI NW FROM CELINA.
 GB2183'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE
 GB2183'COURT HOUSE AT CELINA, THENCE ABOUT 0.65 MILE EAST AND NORTHEAST
 GB2183'ALONG A GRAVEL ROAD, THENCE ABOUT 4.05 MILES NORTHWEST AND NORTH
 GB2183'ALONG A GRAVEL ROAD, ABOUT 0.55 MILE SOUTH OF THE
 GB2183'KENTUCKY-TENNESSEE STATE LINE, ON THE OUTSIDE OF A SHARP TURN
 GB2183'IN THE ROAD WITH TANGENTS EXTENDING WEST AND NORTH, 192 FEET
 GB2183'SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET NORTHWEST OF NORTHWEST
 GB2183'CORNER OF A TALL BARN BELONGING TO BURTON DAVIS, 1 1/2 FEET
 GB2183'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 GB2183'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GB2183'INCHES.  NOTE-- MARK IS REACHED FROM THE POST OFFICE AND
 GB2183'CROSSROADS AT VERNON, MONROE COUNTY KENTUCKY BY GOING ABOUT 1.5
 GB2183'MILES SOUTH ALONG STATE HIGHWAY 216, THENCE ABOUT 0.55 MILE
 GB2183'SOUTH ALONG A GRAVEL ROAD.
 GB2183
 GB2183                          STATION RECOVERY (2002)
 GB2183
 GB2183'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0195 ***********************************************************************
 FE0195  DESIGNATION -  T 21
 FE0195  PID         -  FE0195
 FE0195  STATE/COUNTY-  TN/HARDIN
 FE0195  USGS QUAD   -  SARDIS (1972)
 FE0195
 FE0195                         *CURRENT SURVEY CONTROL
 FE0195  ___________________________________________________________________
 FE0195* NAD 83(1986)-  35 22 52.     (N)    088 15 11.     (W)     SCALED    
 FE0195* NAVD 88     -       146.750  (meters)     481.46   (feet)  ADJUSTED  
 FE0195  ___________________________________________________________________
 FE0195  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0195  DYNAMIC HT  -         146.618 (meters)     481.03  (feet)  COMP
 FE0195  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FE0195
 FE0195  VERT ORDER  -  SECOND    CLASS 0
 FE0195
 FE0195.The horizontal coordinates were scaled from a topographic map and have
 FE0195.an estimated accuracy of +/- 6 seconds.
 FE0195
 FE0195.The orthometric height was determined by differential leveling
 FE0195.and adjusted by the National Geodetic Survey in June 1991..
 FE0195
 FE0195.The geoid height was determined by GEOID03.
 FE0195
 FE0195.The dynamic height is computed by dividing the NAVD 88
 FE0195.geopotential number by the normal gravity value computed on the
 FE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0195.degrees latitude (g = 980.6199 gals.).
 FE0195
 FE0195.The modeled gravity was interpolated from observed gravity values.
 FE0195
 FE0195;                    North         East    Units  Estimated Accuracy
 FE0195;SPC TN       -   118,610.      395,300.      MT  (+/- 180 meters Scaled)
 FE0195
 FE0195                          SUPERSEDED SURVEY CONTROL
 FE0195
 FE0195  NGVD 29 (??/??/??)  146.758  (m)          481.49   (f) ADJUSTED    2 0
 FE0195
 FE0195.Superseded values are not recommended for survey control.
 FE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0195.See file dsdata.txt to determine how the superseded data were derived.
 FE0195
 FE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE861160(NAD 83)
 FE0195_MARKER: DB = BENCH MARK DISK
 FE0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0195_STAMPING: 481.662 T 21 1934
 FE0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0195+STABILITY: SURFACE MOTION
 FE0195
 FE0195  HISTORY     - Date     Condition        Report By
 FE0195  HISTORY     - 1934     MONUMENTED       CGS
 FE0195  HISTORY     - 1949     GOOD             CGS
 FE0195  HISTORY     - 1973     GOOD             TVA
 FE0195
 FE0195                          STATION DESCRIPTION
 FE0195
 FE0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0195'2.5 MI W FROM SALTILLO.
 FE0195'2.5 MILES WEST ALONG STATE HIGHWAY 69 FROM SALTILLO, HARDIN
 FE0195'COUNTY, AT THE NORTHWEST CORNER OF A GARDEN FENCE OWNED BY
 FE0195'P.E. THOMPSON IN 1934, 35 FEET SOUTH OF THE CENTERLINE OF THE
 FE0195'HIGHWAY, AND 2 FEET EAST OF A STEEL POST.  A STANDARD DISK,
 FE0195'STAMPED 481.662 T 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0195'NOTE--0.8 MILES WEST FROM JUNCTION OF HIGHWAY 104 AND 69, 150 SOUTH
 FE0195'AND ACCROSS ROAD FROM WHITE FRAME AND STONE DWELLING.  MONUMENT
 FE0195'PROJECTING 1 INCH ABOVE THE GROUND.
 FE0195
 FE0195                          STATION RECOVERY (1973)
 FE0195
 FE0195'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1297 ***********************************************************************
 FE1297  DESIGNATION -  T 212
 FE1297  PID         -  FE1297
 FE1297  STATE/COUNTY-  TN/FAYETTE
 FE1297  USGS QUAD   -  GALLAWAY (1981)
 FE1297
 FE1297                         *CURRENT SURVEY CONTROL
 FE1297  ___________________________________________________________________
 FE1297* NAD 83(1986)-  35 18 28.     (N)    089 35 15.     (W)     SCALED    
 FE1297* NAVD 88     -        85.474  (meters)     280.43   (feet)  ADJUSTED  
 FE1297  ___________________________________________________________________
 FE1297  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1297  DYNAMIC HT  -          85.397 (meters)     280.17  (feet)  COMP
 FE1297  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FE1297
 FE1297  VERT ORDER  -  SECOND    CLASS 0
 FE1297
 FE1297.The horizontal coordinates were scaled from a topographic map and have
 FE1297.an estimated accuracy of +/- 6 seconds.
 FE1297
 FE1297.The orthometric height was determined by differential leveling
 FE1297.and adjusted by the National Geodetic Survey in June 1991..
 FE1297
 FE1297.The geoid height was determined by GEOID03.
 FE1297
 FE1297.The dynamic height is computed by dividing the NAVD 88
 FE1297.geopotential number by the normal gravity value computed on the
 FE1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1297.degrees latitude (g = 980.6199 gals.).
 FE1297
 FE1297.The modeled gravity was interpolated from observed gravity values.
 FE1297
 FE1297;                    North         East    Units  Estimated Accuracy
 FE1297;SPC TN       -   114,090.      273,810.      MT  (+/- 180 meters Scaled)
 FE1297
 FE1297                          SUPERSEDED SURVEY CONTROL
 FE1297
 FE1297  NGVD 29 (??/??/??)   85.458  (m)          280.37   (f) ADJUSTED    2 0
 FE1297
 FE1297.Superseded values are not recommended for survey control.
 FE1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1297.See file dsdata.txt to determine how the superseded data were derived.
 FE1297
 FE1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE647102(NAD 83)
 FE1297_MARKER: DB = BENCH MARK DISK
 FE1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1297_STAMPING: T 212 1958
 FE1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1297+STABILITY: SURFACE MOTION
 FE1297
 FE1297  HISTORY     - Date     Condition        Report By
 FE1297  HISTORY     - 1958     MONUMENTED       CGS
 FE1297
 FE1297                          STATION DESCRIPTION
 FE1297
 FE1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1297'2.6 MI SE FROM GALLAWAY.
 FE1297'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1297'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD,
 FE1297'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 149.0 FT. NORTHEAST OF
 FE1297'THE NORTHEAST CORNER OF A HOUSE, 21.0 FT. SOUTH OF THE
 FE1297'CENTER LINE OF A DIRT ROAD, 7.6 FT. NORTHEAST OF A POWER LINE
 FE1297'POLE, 3.0 FT. NORTH OF CORNER POST FOR A WIRE FENCE, 3.3 FT.
 FE1297'NORTHWEST OF A WHITE WOODEN WITNESS POST, A C AND GS DISK SET
 FE1297'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT 2.0 FT.
 FE1297'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1114 ***********************************************************************
 FE1114  DESIGNATION -  T 213
 FE1114  PID         -  FE1114
 FE1114  STATE/COUNTY-  TN/HAYWOOD
 FE1114  USGS QUAD   -  DANCYVILLE (1981)
 FE1114
 FE1114                         *CURRENT SURVEY CONTROL
 FE1114  ___________________________________________________________________
 FE1114* NAD 83(1986)-  35 27 06.     (N)    089 18 58.     (W)     SCALED    
 FE1114* NAVD 88     -        96.010  (meters)     314.99   (feet)  ADJUSTED  
 FE1114  ___________________________________________________________________
 FE1114  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1114  DYNAMIC HT  -          95.925 (meters)     314.71  (feet)  COMP
 FE1114  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 FE1114
 FE1114  VERT ORDER  -  SECOND    CLASS 0
 FE1114
 FE1114.The horizontal coordinates were scaled from a topographic map and have
 FE1114.an estimated accuracy of +/- 6 seconds.
 FE1114
 FE1114.The orthometric height was determined by differential leveling
 FE1114.and adjusted by the National Geodetic Survey in June 1991..
 FE1114
 FE1114.The geoid height was determined by GEOID03.
 FE1114
 FE1114.The dynamic height is computed by dividing the NAVD 88
 FE1114.geopotential number by the normal gravity value computed on the
 FE1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1114.degrees latitude (g = 980.6199 gals.).
 FE1114
 FE1114.The modeled gravity was interpolated from observed gravity values.
 FE1114
 FE1114;                    North         East    Units  Estimated Accuracy
 FE1114;SPC TN       -   129,180.      299,020.      MT  (+/- 180 meters Scaled)
 FE1114
 FE1114                          SUPERSEDED SURVEY CONTROL
 FE1114
 FE1114  NGVD 29 (??/??/??)   96.011  (m)          315.00   (f) ADJUSTED    2 0
 FE1114
 FE1114.Superseded values are not recommended for survey control.
 FE1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1114.See file dsdata.txt to determine how the superseded data were derived.
 FE1114
 FE1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE898255(NAD 83)
 FE1114_MARKER: DB = BENCH MARK DISK
 FE1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1114_STAMPING: T 213 1959
 FE1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1114+STABILITY: SURFACE MOTION
 FE1114
 FE1114  HISTORY     - Date     Condition        Report By
 FE1114  HISTORY     - 1959     MONUMENTED       CGS
 FE1114  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1114
 FE1114                          STATION DESCRIPTION
 FE1114
 FE1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1114'11.9 MI SW FROM BROWNSVILLE.
 FE1114'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1114'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1114'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1114'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL, THENCE ABOUT
 FE1114'2.25 MILES SOUTHWEST ACROSS COUNTRY, 180 FT. WEST OF A SMALL
 FE1114'WOOD BRIDGE, 147 FT. SOUTHEAST OF THE CENTER OF THE INTERSTATE
 FE1114'HIGHWAY, 15 FT. NORTH OF THE CENTER OF A DIRT ROAD, AT THE
 FE1114'SOUTH EDGE OF A FIELD, 1.6 FT. EAST OF A WITNESS POST, A C AND GS
 FE1114'DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE1114
 FE1114                          STATION RECOVERY (2002)
 FE1114
 FE1114'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1227 ***********************************************************************
 FE1227  DESIGNATION -  T 214
 FE1227  PID         -  FE1227
 FE1227  STATE/COUNTY-  TN/SHELBY
 FE1227  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1227
 FE1227                         *CURRENT SURVEY CONTROL
 FE1227  ___________________________________________________________________
 FE1227* NAD 83(1986)-  35 09 44.     (N)    089 52 38.     (W)     SCALED    
 FE1227* NAVD 88     -        77.641  (meters)     254.73   (feet)  ADJUSTED  
 FE1227  ___________________________________________________________________
 FE1227  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1227  DYNAMIC HT  -          77.571 (meters)     254.50  (feet)  COMP
 FE1227  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FE1227
 FE1227  VERT ORDER  -  SECOND    CLASS 0
 FE1227
 FE1227.The horizontal coordinates were scaled from a topographic map and have
 FE1227.an estimated accuracy of +/- 6 seconds.
 FE1227
 FE1227.The orthometric height was determined by differential leveling
 FE1227.and adjusted by the National Geodetic Survey in June 1991..
 FE1227
 FE1227.The geoid height was determined by GEOID03.
 FE1227
 FE1227.The dynamic height is computed by dividing the NAVD 88
 FE1227.geopotential number by the normal gravity value computed on the
 FE1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1227.degrees latitude (g = 980.6199 gals.).
 FE1227
 FE1227.The modeled gravity was interpolated from observed gravity values.
 FE1227
 FE1227;                    North         East    Units  Estimated Accuracy
 FE1227;SPC TN       -    98,960.      246,840.      MT  (+/- 180 meters Scaled)
 FE1227
 FE1227                          SUPERSEDED SURVEY CONTROL
 FE1227
 FE1227  NGVD 29 (??/??/??)   77.623  (m)          254.67   (f) ADJUSTED    2 0
 FE1227
 FE1227.Superseded values are not recommended for survey control.
 FE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1227.See file dsdata.txt to determine how the superseded data were derived.
 FE1227
 FE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD379948(NAD 83)
 FE1227_MARKER: DB = BENCH MARK DISK
 FE1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1227_STAMPING: T 214 1959
 FE1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1227+STABILITY: SURFACE MOTION
 FE1227
 FE1227  HISTORY     - Date     Condition        Report By
 FE1227  HISTORY     - 1959     MONUMENTED       CGS
 FE1227  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1227
 FE1227                          STATION DESCRIPTION
 FE1227
 FE1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1227'1 MI E FROM MEMPHIS.
 FE1227'IT IS LOCATED AT THE JUNCTION OF HIGHWAY 70 AND MACON ROAD ABOUT
 FE1227'1 MILE EAST OF THE MEMPHIS CITY LIMITS, SET IN THE TOP OF A
 FE1227'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURROUNDING SURFACE,
 FE1227'21 FEET SOUTH OF THE CENTER OF MACON ROAD, 4 FEET SOUTHEAST
 FE1227'OF POWERLINE POLE NUMBER 176, 2 FEET NORTH OF AN EAST-WEST FENCE
 FE1227'LINE, 41 PACES EAST OF THE ISLAND IN THE JUNCTION OF HIGHWAY
 FE1227'70 AND MACON ROAD, 2 FEET SOUTH OF A WITNESS POST.  IT IS ABOUT
 FE1227'0.9 MILE EAST OF SUMMER 1959.
 FE1227
 FE1227                          STATION RECOVERY (1989)
 FE1227
 FE1227'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FE1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0617 ***********************************************************************
 FE0617  DESIGNATION -  T 215
 FE0617  PID         -  FE0617
 FE0617  STATE/COUNTY-  TN/MADISON
 FE0617  USGS QUAD   -  JACKSON NORTH (1983)
 FE0617
 FE0617                         *CURRENT SURVEY CONTROL
 FE0617  ___________________________________________________________________
 FE0617* NAD 83(1986)-  35 40 20.     (N)    088 50 04.     (W)     SCALED    
 FE0617* NAVD 88     -       136.867  (meters)     449.04   (feet)  ADJUSTED  
 FE0617  ___________________________________________________________________
 FE0617  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0617  DYNAMIC HT  -         136.745 (meters)     448.64  (feet)  COMP
 FE0617  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0617
 FE0617  VERT ORDER  -  SECOND    CLASS 0
 FE0617
 FE0617.The horizontal coordinates were scaled from a topographic map and have
 FE0617.an estimated accuracy of +/- 6 seconds.
 FE0617
 FE0617.The orthometric height was determined by differential leveling
 FE0617.and adjusted by the National Geodetic Survey in June 1991..
 FE0617
 FE0617.The geoid height was determined by GEOID03.
 FE0617
 FE0617.The dynamic height is computed by dividing the NAVD 88
 FE0617.geopotential number by the normal gravity value computed on the
 FE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0617.degrees latitude (g = 980.6199 gals.).
 FE0617
 FE0617.The modeled gravity was interpolated from observed gravity values.
 FE0617
 FE0617;                    North         East    Units  Estimated Accuracy
 FE0617;SPC TN       -   152,260.      343,430.      MT  (+/- 180 meters Scaled)
 FE0617
 FE0617                          SUPERSEDED SURVEY CONTROL
 FE0617
 FE0617  NGVD 29 (??/??/??)  136.903  (m)          449.16   (f) ADJUSTED    2 0
 FE0617
 FE0617.Superseded values are not recommended for survey control.
 FE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0617.See file dsdata.txt to determine how the superseded data were derived.
 FE0617
 FE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE339491(NAD 83)
 FE0617_MARKER: DB = BENCH MARK DISK
 FE0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0617_SP_SET: CULVERT
 FE0617_STAMPING: T 215 1959
 FE0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0617
 FE0617  HISTORY     - Date     Condition        Report By
 FE0617  HISTORY     - 1959     MONUMENTED       CGS
 FE0617  HISTORY     - 20020909 POOR             USACE
 FE0617
 FE0617                          STATION DESCRIPTION
 FE0617
 FE0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0617'6.4 MI N FROM JACKSON.
 FE0617'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0617'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 2.7
 FE0617'MILES NORTHEAST ON INTERSTATE HIGHWAY 40, 0.85 MILES EAST
 FE0617'FROM ENGLE.  IT IS 92 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE
 FE0617'OF THE INTERSTATE HIGHWAY, SET IN THE TOP OF THE WEST END OF A
 FE0617'CONCRETE CULVERT WINGWALL, 3 FEET BELOW THE LEVEL OF THE ROAD.
 FE0617
 FE0617                          STATION RECOVERY (2002)
 FE0617
 FE0617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0617'MARK DESTROYED, CULVERT NONEXISTENT NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0172 ***********************************************************************
 FE0172  DESIGNATION -  T 216
 FE0172  PID         -  FE0172
 FE0172  STATE/COUNTY-  TN/HENDERSON
 FE0172  USGS QUAD   -  YUMA (1986)
 FE0172
 FE0172                         *CURRENT SURVEY CONTROL
 FE0172  ___________________________________________________________________
 FE0172* NAD 83(1986)-  35 47 46.     (N)    088 21 41.     (W)     SCALED    
 FE0172* NAVD 88     -       154.459  (meters)     506.75   (feet)  ADJUSTED  
 FE0172  ___________________________________________________________________
 FE0172  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0172  DYNAMIC HT  -         154.323 (meters)     506.31  (feet)  COMP
 FE0172  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 FE0172
 FE0172  VERT ORDER  -  SECOND    CLASS 0
 FE0172
 FE0172.The horizontal coordinates were scaled from a topographic map and have
 FE0172.an estimated accuracy of +/- 6 seconds.
 FE0172
 FE0172.The orthometric height was determined by differential leveling
 FE0172.and adjusted by the National Geodetic Survey in June 1991..
 FE0172
 FE0172.The geoid height was determined by GEOID03.
 FE0172
 FE0172.The dynamic height is computed by dividing the NAVD 88
 FE0172.geopotential number by the normal gravity value computed on the
 FE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0172.degrees latitude (g = 980.6199 gals.).
 FE0172
 FE0172.The modeled gravity was interpolated from observed gravity values.
 FE0172
 FE0172;                    North         East    Units  Estimated Accuracy
 FE0172;SPC TN       -   164,870.      386,570.      MT  (+/- 180 meters Scaled)
 FE0172
 FE0172                          SUPERSEDED SURVEY CONTROL
 FE0172
 FE0172  NGVD 29 (??/??/??)  154.481  (m)          506.83   (f) ADJUSTED    2 0
 FE0172
 FE0172.Superseded values are not recommended for survey control.
 FE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0172.See file dsdata.txt to determine how the superseded data were derived.
 FE0172
 FE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE769621(NAD 83)
 FE0172_MARKER: DB = BENCH MARK DISK
 FE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0172_STAMPING: T 216 1959
 FE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0172+STABILITY: SURFACE MOTION
 FE0172
 FE0172  HISTORY     - Date     Condition        Report By
 FE0172  HISTORY     - 1959     MONUMENTED       CGS
 FE0172  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0172
 FE0172                          STATION DESCRIPTION
 FE0172
 FE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0172'4.6 MI S FROM YUMA.
 FE0172'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0172'RAILROAD FROM THE STATION IN YUMA, THENCE 0.75 MILE WEST ALONG
 FE0172'GRAVELED ROAD, THENCE 0.1 MILE NORTH ON ASPHALT ROAD.  IT IS
 FE0172'77 FEET NORTHWEST OF POWER LINE POLE 30, 23 FEET WEST OF THE
 FE0172'CENTER LINE OF A ASHPHALT ROAD, 2 FEET EAST OF A NORTH-SOUTH
 FE0172'FENCE LINE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST,
 FE0172'WHICH PROJECTS 2 INCHES AND IS 2.4 FEET SOUTH OF A WITNESS
 FE0172'SIGN.
 FE0172
 FE0172                          STATION RECOVERY (1972)
 FE0172
 FE0172'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1110 ***********************************************************************
 FD1110  DESIGNATION -  T 217
 FD1110  PID         -  FD1110
 FD1110  STATE/COUNTY-  TN/HUMPHREYS
 FD1110  USGS QUAD   -  DANIELS LANDING (1992)
 FD1110
 FD1110                         *CURRENT SURVEY CONTROL
 FD1110  ___________________________________________________________________
 FD1110* NAD 83(1986)-  35 51 56.     (N)    087 54 59.     (W)     SCALED    
 FD1110* NAVD 88     -       113.672  (meters)     372.94   (feet)  ADJUSTED  
 FD1110  ___________________________________________________________________
 FD1110  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1110  DYNAMIC HT  -         113.575 (meters)     372.62  (feet)  COMP
 FD1110  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 FD1110
 FD1110  VERT ORDER  -  SECOND    CLASS 0
 FD1110
 FD1110.The horizontal coordinates were scaled from a topographic map and have
 FD1110.an estimated accuracy of +/- 6 seconds.
 FD1110
 FD1110.The orthometric height was determined by differential leveling
 FD1110.and adjusted by the National Geodetic Survey in June 1991..
 FD1110
 FD1110.The geoid height was determined by GEOID03.
 FD1110
 FD1110.The dynamic height is computed by dividing the NAVD 88
 FD1110.geopotential number by the normal gravity value computed on the
 FD1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1110.degrees latitude (g = 980.6199 gals.).
 FD1110
 FD1110.The modeled gravity was interpolated from observed gravity values.
 FD1110
 FD1110;                    North         East    Units  Estimated Accuracy
 FD1110;SPC TN       -   171,690.      426,940.      MT  (+/- 180 meters Scaled)
 FD1110
 FD1110                          SUPERSEDED SURVEY CONTROL
 FD1110
 FD1110  NGVD 29 (??/??/92)  113.706  (m)          373.05   (f) ADJ UNCH    2 0
 FD1110
 FD1110.Superseded values are not recommended for survey control.
 FD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1110.See file dsdata.txt to determine how the superseded data were derived.
 FD1110
 FD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172694(NAD 83)
 FD1110_MARKER: DB = BENCH MARK DISK
 FD1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1110_STAMPING: T 217 1959
 FD1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1110+STABILITY: SURFACE MOTION
 FD1110
 FD1110  HISTORY     - Date     Condition        Report By
 FD1110  HISTORY     - 1959     MONUMENTED       CGS
 FD1110  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1110
 FD1110                          STATION DESCRIPTION
 FD1110
 FD1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1110'8.6 MI SW FROM BUFFALO.
 FD1110'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1110'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1110'GO SOUTH 1.15 MILES ON A GRAVELED ROAD, THENCE 6.25 MILES WEST
 FD1110'AND SOUTH ON A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ON A GRAVELED
 FD1110'ROAD, THENCE 0.75 MILE WEST ON A GRAVELED ROAD, 108 FT. WEST
 FD1110'OF A GATE ACROSS THE GRAVELED ROAD, 16 FT. NORTH OF THE CENTER
 FD1110'OF THE GRAVELED ROAD, 4.3 FT. SOUTHWEST OF A 12 INCH WILD CHERRY
 FD1110'TREE, 1.9 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FD1110'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 1 FT. BELOW THE
 FD1110'LEVEL OF THE ROAD.
 FD1110
 FD1110                          STATION RECOVERY (1973)
 FD1110
 FD1110'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1111 ***********************************************************************
 FD1111  DESIGNATION -  T 217 RESET
 FD1111  PID         -  FD1111
 FD1111  STATE/COUNTY-  TN/HUMPHREYS
 FD1111  USGS QUAD   -  DANIELS LANDING (1992)
 FD1111
 FD1111                         *CURRENT SURVEY CONTROL
 FD1111  ___________________________________________________________________
 FD1111* NAD 83(1986)-  35 51 56.     (N)    087 54 59.     (W)     SCALED    
 FD1111* NAVD 88     -       119.89   (+/-2cm)     393.3    (feet)  VERTCON   
 FD1111  ___________________________________________________________________
 FD1111  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1111
 FD1111  VERT ORDER  -  THIRD (See Below)
 FD1111
 FD1111.The horizontal coordinates were scaled from a topographic map and have
 FD1111.an estimated accuracy of +/- 6 seconds.
 FD1111
 FD1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1111.The vertical order pertains to the NGVD 29 superseded value.
 FD1111
 FD1111.The geoid height was determined by GEOID03.
 FD1111
 FD1111;                    North         East    Units  Estimated Accuracy
 FD1111;SPC TN       -   171,690.      426,940.      MT  (+/- 180 meters Scaled)
 FD1111
 FD1111                          SUPERSEDED SURVEY CONTROL
 FD1111
 FD1111  NGVD 29 (??/??/??)  119.92   (m)          393.4    (f) RESET       3  
 FD1111
 FD1111.Superseded values are not recommended for survey control.
 FD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1111.See file dsdata.txt to determine how the superseded data were derived.
 FD1111
 FD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172694(NAD 83)
 FD1111_MARKER: DB = BENCH MARK DISK
 FD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1111_STAMPING: T 217 RESET 1963
 FD1111_MARK LOGO: CGS   
 FD1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1111+STABILITY: SURFACE MOTION
 FD1111
 FD1111  HISTORY     - Date     Condition        Report By
 FD1111  HISTORY     - 1963     MONUMENTED       CGS
 FD1111
 FD1111                          STATION DESCRIPTION
 FD1111
 FD1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FD1111'18.5 MI SSW FROM WAVERLY.
 FD1111'ABOUT 0.8 MILE W ALONG NO. 40 INTERSTATE HIGHWAY FROM THE CENTER
 FD1111'OF ITS INTERCHANGE THAT IS AN ESTIMATED 2 OR 2-1/2 MILES E OF
 FD1111'THE CENTER OF THE BRIDGE OVER THE TENNESSEE RIVER, ABOUT 60 YARDS
 FD1111'N OF CENTER LINE OF THE HIGHWAY, ABOUT 15 YARDS W OF THE DRAINAGEWAY
 FD1111'OR BOTTOM OF RAVINE BETWEEN TWO STEEP HILLS, AND 3 FEET E OF
 FD1111'STEEL WITNESS POST, PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1180 ***********************************************************************
 FD1180  DESIGNATION -  T 218
 FD1180  PID         -  FD1180
 FD1180  STATE/COUNTY-  TN/HICKMAN
 FD1180  USGS QUAD   -  SPOT (1942)
 FD1180
 FD1180                         *CURRENT SURVEY CONTROL
 FD1180  ___________________________________________________________________
 FD1180* NAD 83(1986)-  35 57 16.     (N)    087 33 13.     (W)     SCALED    
 FD1180* NAVD 88     -       248.541  (meters)     815.42   (feet)  ADJUSTED  
 FD1180  ___________________________________________________________________
 FD1180  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1180  DYNAMIC HT  -         248.324 (meters)     814.71  (feet)  COMP
 FD1180  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 FD1180
 FD1180  VERT ORDER  -  SECOND    CLASS 0
 FD1180
 FD1180.The horizontal coordinates were scaled from a topographic map and have
 FD1180.an estimated accuracy of +/- 6 seconds.
 FD1180
 FD1180.The orthometric height was determined by differential leveling
 FD1180.and adjusted by the National Geodetic Survey in June 1991..
 FD1180
 FD1180.The geoid height was determined by GEOID03.
 FD1180
 FD1180.The dynamic height is computed by dividing the NAVD 88
 FD1180.geopotential number by the normal gravity value computed on the
 FD1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1180.degrees latitude (g = 980.6199 gals.).
 FD1180
 FD1180.The modeled gravity was interpolated from observed gravity values.
 FD1180
 FD1180;                    North         East    Units  Estimated Accuracy
 FD1180;SPC TN       -   180,970.      459,850.      MT  (+/- 180 meters Scaled)
 FD1180
 FD1180                          SUPERSEDED SURVEY CONTROL
 FD1180
 FD1180  NGVD 29 (??/??/92)  248.552  (m)          815.46   (f) ADJ UNCH    2 0
 FD1180
 FD1180.Superseded values are not recommended for survey control.
 FD1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1180.See file dsdata.txt to determine how the superseded data were derived.
 FD1180
 FD1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE500790(NAD 83)
 FD1180_MARKER: DB = BENCH MARK DISK
 FD1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1180_STAMPING: T 218 1959
 FD1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1180+STABILITY: SURFACE MOTION
 FD1180
 FD1180  HISTORY     - Date     Condition        Report By
 FD1180  HISTORY     - 1959     MONUMENTED       CGS
 FD1180
 FD1180                          STATION DESCRIPTION
 FD1180
 FD1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1180'13.2 MI NE FROM ONLY.
 FD1180'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1180'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1180'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1180'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1180'ROAD, THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 FD1180'THENCE 4.7 MILES WEST AND NORTHEAST ON A GRAVELED ROAD TO A Y
 FD1180'JUNCTION, THENCE 0.2 MILE NORTHEAST ON A TRACK ROAD, 39 FT. WEST
 FD1180'OF THE CENTER OF THE TRACK ROAD, 11 FT. EAST OF A 12-INCH
 FD1180'HICKORY TREE, 2 FT. WEST OF A WITNESS SIGN, A DISK SET IN TOP OF
 FD1180'A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 4 FT. ABOVE THE
 FD1180'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1181 ***********************************************************************
 FD1181  DESIGNATION -  T 218 RESET
 FD1181  PID         -  FD1181
 FD1181  STATE/COUNTY-  TN/HICKMAN
 FD1181  USGS QUAD   -  SPOT (1942)
 FD1181
 FD1181                         *CURRENT SURVEY CONTROL
 FD1181  ___________________________________________________________________
 FD1181* NAD 83(1986)-  35 57 16.     (N)    087 33 13.     (W)     SCALED    
 FD1181* NAVD 88     -       248.66   (+/-2cm)     815.8    (feet)  VERTCON   
 FD1181  ___________________________________________________________________
 FD1181  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1181
 FD1181  VERT ORDER  -  THIRD (See Below)
 FD1181
 FD1181.The horizontal coordinates were scaled from a topographic map and have
 FD1181.an estimated accuracy of +/- 6 seconds.
 FD1181
 FD1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1181.The vertical order pertains to the NGVD 29 superseded value.
 FD1181
 FD1181.The geoid height was determined by GEOID03.
 FD1181
 FD1181;                    North         East    Units  Estimated Accuracy
 FD1181;SPC TN       -   180,970.      459,850.      MT  (+/- 180 meters Scaled)
 FD1181
 FD1181                          SUPERSEDED SURVEY CONTROL
 FD1181
 FD1181  NGVD 29 (??/??/??)  248.67   (m)          815.8    (f) RESET       3  
 FD1181
 FD1181.Superseded values are not recommended for survey control.
 FD1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1181.See file dsdata.txt to determine how the superseded data were derived.
 FD1181
 FD1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE500790(NAD 83)
 FD1181_MARKER: DB = BENCH MARK DISK
 FD1181_SETTING: 0 = UNSPECIFIED SETTING
 FD1181_STAMPING: T 218 1959 RESET 1963
 FD1181_MARK LOGO: TNHD  
 FD1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1181
 FD1181  HISTORY     - Date     Condition        Report By
 FD1181  HISTORY     - 1963     MONUMENTED       TNHD
 FD1181
 FD1181                          STATION DESCRIPTION
 FD1181
 FD1181'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD1181'13.2 MI NE FROM ONLY.
 FD1181'THIS MARK CAN BE FOUND FROM THE MT. ZION CHURCH IN ONLY, LOCATED
 FD1181'ON STATE HIGHWAY 6173, BY GOING 0.9 MILE NORTHEAST ON STATE
 FD1181'HIGHWAY 6173, THENCE 1.4 MILES NORTHWEST ON A GRAVELED ROAD,
 FD1181'THENCE 2.65 MILES EAST ON A GRAVELED ROAD, THENCE 0.8 MILE
 FD1181'SOUTH AND EAST ON A GRAVELED ROAD, THENCE 2.6 MILES NORTHEAST ON
 FD1181'A GRAVELED ROAD TO A Y JUNCTION, THENCE 4.7 MILES WEST AND
 FD1181'NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE 0.2 MILE
 FD1181'NORTHEAST ON A TRACK ROAD, 123 FEET WEST OF THE CENTER OF THE
 FD1181'TRACK ROAD, 15 FEET SOUTH OF A 3-INCH OAK TREE WITH A WITNESS
 FD1181'SIGN, 22 FEET SOUTHEAST OF A 10-INCH HICKORY TREE, AND 21 FEET
 FD1181'NORTHEAST OF AN 8-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1479 ***********************************************************************
 GC1479  DESIGNATION -  T 219
 GC1479  PID         -  GC1479
 GC1479  STATE/COUNTY-  TN/CHEATHAM
 GC1479  USGS QUAD   -  WHITE BLUFF (1983)
 GC1479
 GC1479                         *CURRENT SURVEY CONTROL
 GC1479  ___________________________________________________________________
 GC1479* NAD 83(1986)-  36 03 09.     (N)    087 08 25.     (W)     SCALED    
 GC1479* NAVD 88     -       236.081  (meters)     774.54   (feet)  ADJUSTED  
 GC1479  ___________________________________________________________________
 GC1479  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1479  DYNAMIC HT  -         235.878 (meters)     773.88  (feet)  COMP
 GC1479  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GC1479
 GC1479  VERT ORDER  -  SECOND    CLASS 0
 GC1479
 GC1479.The horizontal coordinates were scaled from a topographic map and have
 GC1479.an estimated accuracy of +/- 6 seconds.
 GC1479
 GC1479.The orthometric height was determined by differential leveling
 GC1479.and adjusted by the National Geodetic Survey in June 1991..
 GC1479
 GC1479.The geoid height was determined by GEOID03.
 GC1479
 GC1479.The dynamic height is computed by dividing the NAVD 88
 GC1479.geopotential number by the normal gravity value computed on the
 GC1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1479.degrees latitude (g = 980.6199 gals.).
 GC1479
 GC1479.The modeled gravity was interpolated from observed gravity values.
 GC1479
 GC1479;                    North         East    Units  Estimated Accuracy
 GC1479;SPC TN       -   191,340.      497,260.      MT  (+/- 180 meters Scaled)
 GC1479
 GC1479                          SUPERSEDED SURVEY CONTROL
 GC1479
 GC1479  NGVD 29 (??/??/92)  236.092  (m)          774.58   (f) ADJ UNCH    2 0
 GC1479
 GC1479.Superseded values are not recommended for survey control.
 GC1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1479.See file dsdata.txt to determine how the superseded data were derived.
 GC1479
 GC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE873897(NAD 83)
 GC1479_MARKER: DB = BENCH MARK DISK
 GC1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1479_STAMPING: T 219 1959
 GC1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1479+STABILITY: SURFACE MOTION
 GC1479
 GC1479  HISTORY     - Date     Condition        Report By
 GC1479  HISTORY     - 1959     MONUMENTED       CGS
 GC1479
 GC1479                          STATION DESCRIPTION
 GC1479
 GC1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1479'5.6 MI SW FROM KINGSTON SPRINGS.
 GC1479'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1479'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1479'ROAD, THENCE 0.7 MILES SOUTHWEST ON THE INTERSTATE HIGHWAY,
 GC1479'THENCE 0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 2.4 MILES
 GC1479'SOUTHWEST ON A GRAVELED ROAD, 155 FT. EAST OF THE CENTER OF THE
 GC1479'INTERSTATE HIGHWAY, 27 FT. WEST OF THE CENTER OF THE GRAVELED ROAD,
 GC1479'AND 1.5 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC1479'POST PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1376 ***********************************************************************
 GC1376  DESIGNATION -  T 22
 GC1376  PID         -  GC1376
 GC1376  STATE/COUNTY-  TN/MONTGOMERY
 GC1376  USGS QUAD   -  SLAYDEN (1983)
 GC1376
 GC1376                         *CURRENT SURVEY CONTROL
 GC1376  ___________________________________________________________________
 GC1376* NAD 83(1986)-  36 19 41.     (N)    087 26 02.     (W)     SCALED    
 GC1376* NAVD 88     -       232.460  (meters)     762.66   (feet)  ADJUSTED  
 GC1376  ___________________________________________________________________
 GC1376  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC1376  DYNAMIC HT  -         232.264 (meters)     762.02  (feet)  COMP
 GC1376  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 GC1376
 GC1376  VERT ORDER  -  SECOND    CLASS 0
 GC1376
 GC1376.The horizontal coordinates were scaled from a topographic map and have
 GC1376.an estimated accuracy of +/- 6 seconds.
 GC1376
 GC1376.The orthometric height was determined by differential leveling
 GC1376.and adjusted by the National Geodetic Survey in June 1991..
 GC1376
 GC1376.The geoid height was determined by GEOID03.
 GC1376
 GC1376.The dynamic height is computed by dividing the NAVD 88
 GC1376.geopotential number by the normal gravity value computed on the
 GC1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1376.degrees latitude (g = 980.6199 gals.).
 GC1376
 GC1376.The modeled gravity was interpolated from observed gravity values.
 GC1376
 GC1376;                    North         East    Units  Estimated Accuracy
 GC1376;SPC TN       -   222,260.      471,260.      MT  (+/- 180 meters Scaled)
 GC1376
 GC1376                          SUPERSEDED SURVEY CONTROL
 GC1376
 GC1376  NGVD 29 (??/??/92)  232.484  (m)          762.74   (f) ADJ UNCH    2 0
 GC1376
 GC1376.Superseded values are not recommended for survey control.
 GC1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1376.See file dsdata.txt to determine how the superseded data were derived.
 GC1376
 GC1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF610204(NAD 83)
 GC1376_MARKER: DB = BENCH MARK DISK
 GC1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1376_STAMPING: 763 T 22 1934
 GC1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1376+STABILITY: SURFACE MOTION
 GC1376
 GC1376  HISTORY     - Date     Condition        Report By
 GC1376  HISTORY     - 1934     MONUMENTED       CGS
 GC1376
 GC1376                          STATION DESCRIPTION
 GC1376
 GC1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1376'AT MARION.
 GC1376'AT MARION, MONTGOMERY COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1376'NASHVILLE RAILROAD, AT A ROAD CROSSING, 15 YARDS WEST OF THE
 GC1376'CENTERLINE OF THE OLD ROADBED, 5 YARDS NORTH OF THE CENTERLINE
 GC1376'OF THE ROAD, AT A FENCE, AND 2 YARDS NORTH OF THE FENCE CORNER.
 GC1376'A STANDARD DISK, STAMPED 763 T 22 1934 AND SET IN THE TOP OF A
 GC1376'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1048 ***********************************************************************
 GC1048  DESIGNATION -  T 220
 GC1048  PID         -  GC1048
 GC1048  STATE/COUNTY-  TN/ROBERTSON
 GC1048  USGS QUAD   -  PORTLAND (1981)
 GC1048
 GC1048                         *CURRENT SURVEY CONTROL
 GC1048  ___________________________________________________________________
 GC1048* NAD 83(1986)-  36 34 50.     (N)    086 37 26.     (W)     SCALED    
 GC1048* NAVD 88     -       195.914  (meters)     642.76   (feet)  ADJUSTED  
 GC1048  ___________________________________________________________________
 GC1048  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC1048  DYNAMIC HT  -         195.749 (meters)     642.22  (feet)  COMP
 GC1048  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 GC1048
 GC1048  VERT ORDER  -  SECOND    CLASS 0
 GC1048
 GC1048.The horizontal coordinates were scaled from a topographic map and have
 GC1048.an estimated accuracy of +/- 6 seconds.
 GC1048
 GC1048.The orthometric height was determined by differential leveling
 GC1048.and adjusted by the National Geodetic Survey in June 1991..
 GC1048
 GC1048.The geoid height was determined by GEOID03.
 GC1048
 GC1048.The dynamic height is computed by dividing the NAVD 88
 GC1048.geopotential number by the normal gravity value computed on the
 GC1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1048.degrees latitude (g = 980.6199 gals.).
 GC1048
 GC1048.The modeled gravity was interpolated from observed gravity values.
 GC1048
 GC1048;                    North         East    Units  Estimated Accuracy
 GC1048;SPC TN       -   249,510.      544,160.      MT  (+/- 180 meters Scaled)
 GC1048
 GC1048                          SUPERSEDED SURVEY CONTROL
 GC1048
 GC1048  NGVD 29 (??/??/92)  195.988  (m)          643.00   (f) ADJ UNCH    2 0
 GC1048
 GC1048.Superseded values are not recommended for survey control.
 GC1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1048.See file dsdata.txt to determine how the superseded data were derived.
 GC1048
 GC1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF336484(NAD 83)
 GC1048_MARKER: DB = BENCH MARK DISK
 GC1048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1048_SP_SET: BRIDGE
 GC1048_STAMPING: T 220 1959
 GC1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1048
 GC1048  HISTORY     - Date     Condition        Report By
 GC1048  HISTORY     - 1959     MONUMENTED       CGS
 GC1048
 GC1048                          STATION DESCRIPTION
 GC1048
 GC1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1048'8.6 MI SW FROM MITCHELLVILLE.
 GC1048'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1048'RAILROAD IN MITCHELVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1048'MILES, THENCE 0.85 MILE WEST AND NORTH ON A GRAVELED ROAD, THENCE
 GC1048'0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4 MILE
 GC1048'SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILES SOUTHWEST ON
 GC1048'U.S. HIGHWAY 31W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD,
 GC1048'THENCE 1.7 MILES SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1048'0.9 MILE WEST ON A PAVED ROAD, THENCE 1.2 MILES SOUTH ON A
 GC1048'GRAVELED ROAD TO A CONCRETE BRIDGE OVER A CREEK, A DISK DRILLED
 GC1048'IN THE TOP OF THE NORTHWEST WINGWALL OF THE CONCRETE BRIDGE, 9
 GC1048'FT. WEST OF THE CENTER OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0506 ***********************************************************************
 GC0506  DESIGNATION -  T 221
 GC0506  PID         -  GC0506
 GC0506  STATE/COUNTY-  TN/DAVIDSON
 GC0506  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0506
 GC0506                         *CURRENT SURVEY CONTROL
 GC0506  ___________________________________________________________________
 GC0506* NAD 83(1986)-  36 17 05.     (N)    086 43 47.     (W)     SCALED    
 GC0506* NAVD 88     -       166.245  (meters)     545.42   (feet)  ADJUSTED  
 GC0506  ___________________________________________________________________
 GC0506  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0506  DYNAMIC HT  -         166.104 (meters)     544.96  (feet)  COMP
 GC0506  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 GC0506
 GC0506  VERT ORDER  -  SECOND    CLASS 0
 GC0506
 GC0506.The horizontal coordinates were scaled from a topographic map and have
 GC0506.an estimated accuracy of +/- 6 seconds.
 GC0506
 GC0506.The orthometric height was determined by differential leveling
 GC0506.and adjusted by the National Geodetic Survey in June 1991..
 GC0506
 GC0506.The geoid height was determined by GEOID03.
 GC0506
 GC0506.The dynamic height is computed by dividing the NAVD 88
 GC0506.geopotential number by the normal gravity value computed on the
 GC0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0506.degrees latitude (g = 980.6199 gals.).
 GC0506
 GC0506.The modeled gravity was interpolated from observed gravity values.
 GC0506
 GC0506;                    North         East    Units  Estimated Accuracy
 GC0506;SPC TN       -   216,750.      534,450.      MT  (+/- 180 meters Scaled)
 GC0506
 GC0506                          SUPERSEDED SURVEY CONTROL
 GC0506
 GC0506  NGVD 29 (??/??/92)  166.287  (m)          545.56   (f) ADJ UNCH    2 0
 GC0506
 GC0506.Superseded values are not recommended for survey control.
 GC0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0506.See file dsdata.txt to determine how the superseded data were derived.
 GC0506
 GC0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF242155(NAD 83)
 GC0506_MARKER: DB = BENCH MARK DISK
 GC0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0506_STAMPING: T 221 1959
 GC0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0506+STABILITY: SURFACE MOTION
 GC0506
 GC0506  HISTORY     - Date     Condition        Report By
 GC0506  HISTORY     - 1959     MONUMENTED       CGS
 GC0506  HISTORY     - 1967     GOOD             NGS
 GC0506
 GC0506                          STATION DESCRIPTION
 GC0506
 GC0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GC0506'3.3 MI S FROM GOODLETTSVILLE.
 GC0506'TO REACH FROM THE POST OFFICE IN GOODLETTSVILLE, GO SOUTHERLY
 GC0506'ON U.S. HIGHWAY 41 AND 31W FOR 2.45 MILES TO CAMPBELL ROAD ON
 GC0506'THE LEFT, TURN LEFT AND GO SOUTHEASTERLY ON CAMPBELL ROAD FOR
 GC0506'0.6 MILE TO A GRAVELED ROAD ON THE LEFT, TURN AND GO EASTERLY ON
 GC0506'THIS GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT
 GC0506'IS 137 FEET WEST OF THE APPROXIMATE CENTER OF A SHARP LEFT CURVE
 GC0506'IN THE ROAD, 62 FEET NORTHWEST OF THE RIGHT-OF-WAY OF INTERSTATE
 GC0506'ROUTE 65, 13 FEET EAST OF 36-INCH BLACKGUM TREE, 11 FEET SOUTH
 GC0506'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 1.8 FEET WEST OF
 GC0506'A METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTH OF A WOVEN WIRE
 GC0506'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GC0506'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GC0506'STAMPED T 221 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0520 ***********************************************************************
 FD0520  DESIGNATION -  T 222
 FD0520  PID         -  FD0520
 FD0520  STATE/COUNTY-  TN/WILLIAMSON
 FD0520  USGS QUAD   -  FRANKLIN (1981)
 FD0520
 FD0520                         *CURRENT SURVEY CONTROL
 FD0520  ___________________________________________________________________
 FD0520* NAD 83(1986)-  35 57 58.     (N)    086 48 19.     (W)     SCALED    
 FD0520* NAVD 88     -       222.693  (meters)     730.62   (feet)  ADJUSTED  
 FD0520  ___________________________________________________________________
 FD0520  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0520  DYNAMIC HT  -         222.497 (meters)     729.98  (feet)  COMP
 FD0520  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FD0520
 FD0520  VERT ORDER  -  SECOND    CLASS 0
 FD0520
 FD0520.The horizontal coordinates were scaled from a topographic map and have
 FD0520.an estimated accuracy of +/- 6 seconds.
 FD0520
 FD0520.The orthometric height was determined by differential leveling
 FD0520.and adjusted by the National Geodetic Survey in June 1991..
 FD0520
 FD0520.The geoid height was determined by GEOID03.
 FD0520
 FD0520.The dynamic height is computed by dividing the NAVD 88
 FD0520.geopotential number by the normal gravity value computed on the
 FD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0520.degrees latitude (g = 980.6199 gals.).
 FD0520
 FD0520.The modeled gravity was interpolated from observed gravity values.
 FD0520
 FD0520;                    North         East    Units  Estimated Accuracy
 FD0520;SPC TN       -   181,450.      527,370.      MT  (+/- 180 meters Scaled)
 FD0520
 FD0520                          SUPERSEDED SURVEY CONTROL
 FD0520
 FD0520  NGVD 29 (??/??/92)  222.688  (m)          730.60   (f) ADJ UNCH    2 0
 FD0520
 FD0520.Superseded values are not recommended for survey control.
 FD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0520.See file dsdata.txt to determine how the superseded data were derived.
 FD0520
 FD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE175802(NAD 83)
 FD0520_MARKER: DB = BENCH MARK DISK
 FD0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0520_STAMPING: T 222
 FD0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0520+STABILITY: SURFACE MOTION
 FD0520
 FD0520  HISTORY     - Date     Condition        Report By
 FD0520  HISTORY     - UNK      MONUMENTED       CGS
 FD0520  HISTORY     - 1960     GOOD             NGS
 FD0520  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0520
 FD0520                          STATION DESCRIPTION
 FD0520
 FD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0520'7 MI NE FROM FRANKLIN.
 FD0520'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILES SOUTH ON
 FD0520'THE L. AND N. RAILROAD, THEN 2.5 MILES EAST ON STATE HIGHWAY 96,
 FD0520'THEN 0.95 MILE NORTH ON INTERSTATE HIGHWAY 65, THEN 0.5 MILE
 FD0520'NORTH ON LIBERTY PIKE ROAD, THEN 2.7 MILES NORTH ON A GRAVELED
 FD0520'ROAD, THEN 0.15 MILE EAST ON COX PIKE ROAD.  THE BENCH MARK IS
 FD0520'ABOUT 300 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 81
 FD0520'FT. WEST OF A TELEPHONE POLE, 16 FT. SOUTH OF THE CENTER OF THE
 FD0520'GRAVELED ROAD, 1 FT. SOUTH OF A FENCE, AND 1.7 FT. EAST OF A
 FD0520'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0520'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS
 FD0520'BENCH MARK IS 0.5 MILE SOUTH ALONG INTERSTATE HIGHWAY 65 FROM
 FD0520'VADEN 1960.
 FD0520
 FD0520                          STATION RECOVERY (1979)
 FD0520
 FD0520'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0521 ***********************************************************************
 FD0521  DESIGNATION -  T 222 RESET
 FD0521  PID         -  FD0521
 FD0521  STATE/COUNTY-  TN/WILLIAMSON
 FD0521  USGS QUAD   -  FRANKLIN (1981)
 FD0521
 FD0521                         *CURRENT SURVEY CONTROL
 FD0521  ___________________________________________________________________
 FD0521* NAD 83(1986)-  35 57 58.     (N)    086 48 19.     (W)     SCALED    
 FD0521* NAVD 88     -       221.90   (meters)     728.0    (feet)  RESET     
 FD0521  ___________________________________________________________________
 FD0521  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0521
 FD0521  VERT ORDER  -  THIRD
 FD0521
 FD0521.The horizontal coordinates were scaled from a topographic map and have
 FD0521.an estimated accuracy of +/- 6 seconds.
 FD0521
 FD0521.The orthometric height was computed from unverified reset data.
 FD0521
 FD0521.The geoid height was determined by GEOID03.
 FD0521
 FD0521;                    North         East    Units  Estimated Accuracy
 FD0521;SPC TN       -   181,450.      527,370.      MT  (+/- 180 meters Scaled)
 FD0521
 FD0521                          SUPERSEDED SURVEY CONTROL
 FD0521
 FD0521.No superseded survey control is available for this station.
 FD0521
 FD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE175802(NAD 83)
 FD0521_MARKER: DD = SURVEY DISK
 FD0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0521_STAMPING: T 222 1960 RESET 1962
 FD0521_MARK LOGO: TNHD  
 FD0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0521+STABILITY: SURFACE MOTION
 FD0521
 FD0521  HISTORY     - Date     Condition        Report By
 FD0521  HISTORY     - 1962     MONUMENTED       TNHD
 FD0521
 FD0521                          STATION DESCRIPTION
 FD0521
 FD0521'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0521'4 MI N FROM FRANKLIN.
 FD0521'FROM THE SQUARE IN FRANKLIN, GO 4.0 MILES NORTH ON U.S. HIGHWAY
 FD0521'31 TO A PAVED ROAD TO THE RIGHT KNOWN AS COX ROAD, TURN RIGHT
 FD0521'AND GO 1.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD0521'APPROXIMATELY 186 FEET WEST OF THE SOUTHWEST CORNER OF A BRIDGE
 FD0521'OVER INTERSTATE HIGHWAY 65, 1 FOOT NORTH OF A WIRE FENCE AND
 FD0521'2.0 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 FD0521'10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE
 FD0521'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0495 ***********************************************************************
 FD0495  DESIGNATION -  T 223
 FD0495  PID         -  FD0495
 FD0495  STATE/COUNTY-  TN/WILLIAMSON
 FD0495  USGS QUAD   -  SPRING HILL (1979)
 FD0495
 FD0495                         *CURRENT SURVEY CONTROL
 FD0495  ___________________________________________________________________
 FD0495* NAD 83(1986)-  35 47 25.     (N)    086 55 09.     (W)     SCALED    
 FD0495* NAVD 88     -       257.575  (meters)     845.06   (feet)  ADJUSTED  
 FD0495  ___________________________________________________________________
 FD0495  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0495  DYNAMIC HT  -         257.347 (meters)     844.31  (feet)  COMP
 FD0495  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FD0495
 FD0495  VERT ORDER  -  SECOND    CLASS 0
 FD0495
 FD0495.The horizontal coordinates were scaled from a topographic map and have
 FD0495.an estimated accuracy of +/- 6 seconds.
 FD0495
 FD0495.The orthometric height was determined by differential leveling
 FD0495.and adjusted by the National Geodetic Survey in June 1991..
 FD0495
 FD0495.The geoid height was determined by GEOID03.
 FD0495
 FD0495.The dynamic height is computed by dividing the NAVD 88
 FD0495.geopotential number by the normal gravity value computed on the
 FD0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0495.degrees latitude (g = 980.6199 gals.).
 FD0495
 FD0495.The modeled gravity was interpolated from observed gravity values.
 FD0495
 FD0495;                    North         East    Units  Estimated Accuracy
 FD0495;SPC TN       -   162,040.      516,910.      MT  (+/- 180 meters Scaled)
 FD0495
 FD0495                          SUPERSEDED SURVEY CONTROL
 FD0495
 FD0495  NGVD 29 (??/??/92)  257.539  (m)          844.94   (f) ADJ UNCH    2 0
 FD0495
 FD0495.Superseded values are not recommended for survey control.
 FD0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0495.See file dsdata.txt to determine how the superseded data were derived.
 FD0495
 FD0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE073606(NAD 83)
 FD0495_MARKER: DB = BENCH MARK DISK
 FD0495_SETTING: 66 = SET IN ROCK OUTCROP
 FD0495_SP_SET: BEDROCK
 FD0495_STAMPING: T 223 1960
 FD0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0495+STABILITY: POSITION/ELEVATION WELL
 FD0495
 FD0495  HISTORY     - Date     Condition        Report By
 FD0495  HISTORY     - 1960     MONUMENTED       CGS
 FD0495  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0495
 FD0495                          STATION DESCRIPTION
 FD0495
 FD0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0495'0.9 MI SW FROM THOMPSONS.
 FD0495'FROM THE PAVED ROAD CROSSING IN THOMPSONS, GO SOUTHWEST ON THE
 FD0495'L. AND N. RAILROAD FOR 0.9 MILE.  THE BENCH MARK IS 44 FT. SOUTH
 FD0495'OF A TELEPHONE POLE, 10 FT. WEST OF THE WEST RAIL.  THE DISK IS
 FD0495'SET IN A DRILL HOLE IN AN OUTCROPPING BEDROCK JUST BEFORE
 FD0495'REACHING A LARGE CUT IN A HILL, ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FD0495'TRACKS.
 FD0495
 FD0495                          STATION RECOVERY (1984)
 FD0495
 FD0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0495'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0369 ***********************************************************************
 FD0369  DESIGNATION -  T 224
 FD0369  PID         -  FD0369
 FD0369  STATE/COUNTY-  TN/MARSHALL
 FD0369  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0369
 FD0369                         *CURRENT SURVEY CONTROL
 FD0369  ___________________________________________________________________
 FD0369* NAD 83(1986)-  35 26 10.     (N)    086 52 45.     (W)     SCALED    
 FD0369* NAVD 88     -       225.198  (meters)     738.84   (feet)  ADJUSTED  
 FD0369  ___________________________________________________________________
 FD0369  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD0369  DYNAMIC HT  -         224.994 (meters)     738.17  (feet)  COMP
 FD0369  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 FD0369
 FD0369  VERT ORDER  -  SECOND    CLASS 0
 FD0369
 FD0369.The horizontal coordinates were scaled from a topographic map and have
 FD0369.an estimated accuracy of +/- 6 seconds.
 FD0369
 FD0369.The orthometric height was determined by differential leveling
 FD0369.and adjusted by the National Geodetic Survey in June 1991..
 FD0369
 FD0369.The geoid height was determined by GEOID03.
 FD0369
 FD0369.The dynamic height is computed by dividing the NAVD 88
 FD0369.geopotential number by the normal gravity value computed on the
 FD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0369.degrees latitude (g = 980.6199 gals.).
 FD0369
 FD0369.The modeled gravity was interpolated from observed gravity values.
 FD0369
 FD0369;                    North         East    Units  Estimated Accuracy
 FD0369;SPC TN       -   122,710.      520,170.      MT  (+/- 180 meters Scaled)
 FD0369
 FD0369                          SUPERSEDED SURVEY CONTROL
 FD0369
 FD0369  NGVD 29 (??/??/92)  225.179  (m)          738.77   (f) ADJ UNCH    2 0
 FD0369
 FD0369.Superseded values are not recommended for survey control.
 FD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0369.See file dsdata.txt to determine how the superseded data were derived.
 FD0369
 FD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109214(NAD 83)
 FD0369_MARKER: DB = BENCH MARK DISK
 FD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0369_STAMPING: T 224 1960
 FD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0369+STABILITY: SURFACE MOTION
 FD0369
 FD0369  HISTORY     - Date     Condition        Report By
 FD0369  HISTORY     - 1960     MONUMENTED       CGS
 FD0369
 FD0369                          STATION DESCRIPTION
 FD0369
 FD0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0369'5.6 MI S FROM BRYANT.
 FD0369'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0369'ROAD, THEN 1.5 MILES SOUTH ON INTERSTATE HIGHWAY 65 TO A FARM
 FD0369'HOUSE ON THE RIGHT.  THE BENCH MARK IS ABOUT 250 FT. EAST OF THE
 FD0369'CENTER OF INTERSTATE HIGHWAY 65, 99 FT. WEST OF THE CENTER OF A
 FD0369'BRIDGE OVER A CREEK, 76 FT. NORTH OF THE NORTHWEST CORNER OF A
 FD0369'SMALL BARN, 46 FT. SOUTH OF THE CENTER OF A GATE AND DRIVE, AND
 FD0369'1.5 FT. NORTH OF A WITNESS SIGN.  THIS DISK IS SET IN TOP OF A
 FD0369'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0461 ***********************************************************************
 FD0461  DESIGNATION -  T 225
 FD0461  PID         -  FD0461
 FD0461  STATE/COUNTY-  TN/GILES
 FD0461  USGS QUAD   -  ELKTON (1982)
 FD0461
 FD0461                         *CURRENT SURVEY CONTROL
 FD0461  ___________________________________________________________________
 FD0461* NAD 83(1986)-  35 00 34.     (N)    086 54 29.     (W)     SCALED    
 FD0461* NAVD 88     -       183.048  (meters)     600.55   (feet)  ADJUSTED  
 FD0461  ___________________________________________________________________
 FD0461  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0461  DYNAMIC HT  -         182.874 (meters)     599.98  (feet)  COMP
 FD0461  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FD0461
 FD0461  VERT ORDER  -  SECOND    CLASS 0
 FD0461
 FD0461.The horizontal coordinates were scaled from a topographic map and have
 FD0461.an estimated accuracy of +/- 6 seconds.
 FD0461
 FD0461.The orthometric height was determined by differential leveling
 FD0461.and adjusted by the National Geodetic Survey in June 1991..
 FD0461
 FD0461.The geoid height was determined by GEOID03.
 FD0461
 FD0461.The dynamic height is computed by dividing the NAVD 88
 FD0461.geopotential number by the normal gravity value computed on the
 FD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0461.degrees latitude (g = 980.6199 gals.).
 FD0461
 FD0461.The modeled gravity was interpolated from observed gravity values.
 FD0461
 FD0461;                    North         East    Units  Estimated Accuracy
 FD0461;SPC TN       -    75,400.      517,110.      MT  (+/- 180 meters Scaled)
 FD0461
 FD0461                          SUPERSEDED SURVEY CONTROL
 FD0461
 FD0461  NGVD 29 (??/??/92)  183.011  (m)          600.43   (f) ADJ UNCH    2 0
 FD0461
 FD0461.Superseded values are not recommended for survey control.
 FD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0461.See file dsdata.txt to determine how the superseded data were derived.
 FD0461
 FD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED083740(NAD 83)
 FD0461_MARKER: DB = BENCH MARK DISK
 FD0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0461_SP_SET: ABUTMENT
 FD0461_STAMPING: T 225 1960
 FD0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0461
 FD0461  HISTORY     - Date     Condition        Report By
 FD0461  HISTORY     - 1960     MONUMENTED       CGS
 FD0461
 FD0461                          STATION DESCRIPTION
 FD0461
 FD0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0461'4.8 MI SW FROM ELKTON.
 FD0461'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0461'ROAD, THEN 2.75 MILES SOUTH ON U.S. HIGHWAY 31, THEN 1.9 MILE
 FD0461'WEST ON A PAVED ROAD TO A CONCRETE BRIDGE.  THE BENCH MARK IS
 FD0461'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE
 FD0461'ABUTMENT, 88 FT. SOUTHEAST OF THE CENTER OF A T JUNCTION OF THE
 FD0461'PAVED ROAD AND A GRAVEL ROAD, AND 14 FT. SOUTHWEST OF THE CENTER
 FD0461'OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0367 ***********************************************************************
 GC0367  DESIGNATION -  T 226
 GC0367  PID         -  GC0367
 GC0367  STATE/COUNTY-  TN/WILSON
 GC0367  USGS QUAD   -  HERMITAGE (1983)
 GC0367
 GC0367                         *CURRENT SURVEY CONTROL
 GC0367  ___________________________________________________________________
 GC0367* NAD 83(1986)-  36 12 20.     (N)    086 32 09.     (W)     SCALED    
 GC0367* NAVD 88     -       159.667  (meters)     523.84   (feet)  ADJUSTED  
 GC0367  ___________________________________________________________________
 GC0367  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0367  DYNAMIC HT  -         159.533 (meters)     523.40  (feet)  COMP
 GC0367  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GC0367
 GC0367  VERT ORDER  -  SECOND    CLASS 0
 GC0367
 GC0367.The horizontal coordinates were scaled from a topographic map and have
 GC0367.an estimated accuracy of +/- 6 seconds.
 GC0367
 GC0367.The orthometric height was determined by differential leveling
 GC0367.and adjusted by the National Geodetic Survey in June 1991..
 GC0367
 GC0367.The geoid height was determined by GEOID03.
 GC0367
 GC0367.The dynamic height is computed by dividing the NAVD 88
 GC0367.geopotential number by the normal gravity value computed on the
 GC0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0367.degrees latitude (g = 980.6199 gals.).
 GC0367
 GC0367.The modeled gravity was interpolated from observed gravity values.
 GC0367
 GC0367;                    North         East    Units  Estimated Accuracy
 GC0367;SPC TN       -   207,860.      551,820.      MT  (+/- 180 meters Scaled)
 GC0367
 GC0367                          SUPERSEDED SURVEY CONTROL
 GC0367
 GC0367  NGVD 29 (??/??/92)  159.717  (m)          524.00   (f) ADJ UNCH    2 0
 GC0367
 GC0367.Superseded values are not recommended for survey control.
 GC0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0367.See file dsdata.txt to determine how the superseded data were derived.
 GC0367
 GC0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF417068(NAD 83)
 GC0367_MARKER: DB = BENCH MARK DISK
 GC0367_SETTING: 66 = SET IN ROCK OUTCROP
 GC0367_SP_SET: BEDROCK
 GC0367_STAMPING: T 226 1960
 GC0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0367+STABILITY: POSITION/ELEVATION WELL
 GC0367
 GC0367  HISTORY     - Date     Condition        Report By
 GC0367  HISTORY     - 1960     MONUMENTED       CGS
 GC0367
 GC0367                          STATION DESCRIPTION
 GC0367
 GC0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0367'1 MI W FROM MT JULIET.
 GC0367'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0367'ON A PAVED ROAD, THEN 1.05 MILES WEST ON THE TENNESSEE CENTRAL
 GC0367'RAILWAY TO A ROAD CROSSING.  THE BENCH MARK IS 5 RAILS EAST OF MILE
 GC0367'POST 16, 41 FT. NORTH OF THE CENTER OF A GRAVEL ROAD, 26 FT. WEST
 GC0367'OF THE CENTER OF A GRAVEL ROAD, AND 14 FT. SOUTH OF THE SOUTH RAIL.
 GC0367'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 4 BEDROCK
 GC0367'THAT IS ABOUT 3 FT. BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0744 ***********************************************************************
 GC0744  DESIGNATION -  T 227
 GC0744  PID         -  GC0744
 GC0744  STATE/COUNTY-  TN/DAVIDSON
 GC0744  USGS QUAD   -  ANTIOCH (1983)
 GC0744
 GC0744                         *CURRENT SURVEY CONTROL
 GC0744  ___________________________________________________________________
 GC0744* NAD 83(1986)-  36 01 54.     (N)    086 38 21.     (W)     SCALED    
 GC0744* NAVD 88     -       204.024  (meters)     669.37   (feet)  ADJUSTED  
 GC0744  ___________________________________________________________________
 GC0744  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0744  DYNAMIC HT  -         203.848 (meters)     668.79  (feet)  COMP
 GC0744  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GC0744
 GC0744  VERT ORDER  -  SECOND    CLASS 0
 GC0744
 GC0744.The horizontal coordinates were scaled from a topographic map and have
 GC0744.an estimated accuracy of +/- 6 seconds.
 GC0744
 GC0744.The orthometric height was determined by differential leveling
 GC0744.and adjusted by the National Geodetic Survey in June 1991..
 GC0744
 GC0744.The geoid height was determined by GEOID03.
 GC0744
 GC0744.The dynamic height is computed by dividing the NAVD 88
 GC0744.geopotential number by the normal gravity value computed on the
 GC0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0744.degrees latitude (g = 980.6199 gals.).
 GC0744
 GC0744.The modeled gravity was interpolated from observed gravity values.
 GC0744
 GC0744;                    North         East    Units  Estimated Accuracy
 GC0744;SPC TN       -   188,620.      542,400.      MT  (+/- 180 meters Scaled)
 GC0744
 GC0744                          SUPERSEDED SURVEY CONTROL
 GC0744
 GC0744  NGVD 29 (??/??/92)  204.044  (m)          669.43   (f) ADJ UNCH    2 0
 GC0744
 GC0744.Superseded values are not recommended for survey control.
 GC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0744.See file dsdata.txt to determine how the superseded data were derived.
 GC0744
 GC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE325875(NAD 83)
 GC0744_MARKER: DB = BENCH MARK DISK
 GC0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0744_SP_SET: OVERPASS
 GC0744_STAMPING: T 227 1960
 GC0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0744
 GC0744  HISTORY     - Date     Condition        Report By
 GC0744  HISTORY     - 1960     MONUMENTED       CGS
 GC0744
 GC0744                          STATION DESCRIPTION
 GC0744
 GC0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0744'2.4 MI SE FROM ANTIOCH.
 GC0744'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0744'FOR 0.1 MILE, THEN 2.35 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24
 GC0744'TO AN OVERPASS.  THE DISK IS CEMENTED IN A DRILL HOLE VERTICALLY
 GC0744'IN THE NORTHWEST CONCRETE PILLAR IN THE NORTH BOUND TRAFFIC LANES
 GC0744'OF THE OVERPASS, AND IS ABOUT 3 FT. ABOVE THE LEVEL OF INTERSTATE
 GC0744'HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0101 ***********************************************************************
 FD0101  DESIGNATION -  T 228
 FD0101  PID         -  FD0101
 FD0101  STATE/COUNTY-  TN/RUTHERFORD
 FD0101  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0101
 FD0101                         *CURRENT SURVEY CONTROL
 FD0101  ___________________________________________________________________
 FD0101* NAD 83(1986)-  35 39 32.     (N)    086 16 00.     (W)     SCALED    
 FD0101* NAVD 88     -       238.913  (meters)     783.83   (feet)  ADJUSTED  
 FD0101  ___________________________________________________________________
 FD0101  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0101  DYNAMIC HT  -         238.694 (meters)     783.12  (feet)  COMP
 FD0101  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FD0101
 FD0101  VERT ORDER  -  SECOND    CLASS 0
 FD0101
 FD0101.The horizontal coordinates were scaled from a topographic map and have
 FD0101.an estimated accuracy of +/- 6 seconds.
 FD0101
 FD0101.The orthometric height was determined by differential leveling
 FD0101.and adjusted by the National Geodetic Survey in June 1991..
 FD0101
 FD0101.The geoid height was determined by GEOID03.
 FD0101
 FD0101.The dynamic height is computed by dividing the NAVD 88
 FD0101.geopotential number by the normal gravity value computed on the
 FD0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0101.degrees latitude (g = 980.6199 gals.).
 FD0101
 FD0101.The modeled gravity was interpolated from observed gravity values.
 FD0101
 FD0101;                    North         East    Units  Estimated Accuracy
 FD0101;SPC TN       -   147,100.      575,850.      MT  (+/- 180 meters Scaled)
 FD0101
 FD0101                          SUPERSEDED SURVEY CONTROL
 FD0101
 FD0101  NGVD 29 (??/??/92)  238.915  (m)          783.84   (f) ADJ UNCH    2 0
 FD0101
 FD0101.Superseded values are not recommended for survey control.
 FD0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0101.See file dsdata.txt to determine how the superseded data were derived.
 FD0101
 FD0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE663463(NAD 83)
 FD0101_MARKER: DB = BENCH MARK DISK
 FD0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0101_STAMPING: T 228 1960
 FD0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0101+STABILITY: SURFACE MOTION
 FD0101
 FD0101  HISTORY     - Date     Condition        Report By
 FD0101  HISTORY     - 1960     MONUMENTED       CGS
 FD0101
 FD0101                          STATION DESCRIPTION
 FD0101
 FD0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0101'2.7 MI NW FROM BEECH GROVE.
 FD0101'FROM THE POST OFFICE IN BEECH GROVE, GO 2.7 MILES NORTHWEST ON
 FD0101'U.S. HIGHWAY 41.  THE BENCH MARK IS 48 FT. SOUTH OF THE SOUTHWEST
 FD0101'END OF A CONCRETE CULVERT UNDER THE HIGHWAY, 39 FT. SOUTHWEST OF
 FD0101'THE CENTER OF U.S. HIGHWAY 41, 21 FT. SOUTHEAST OF A FENCE CORNER
 FD0101'AT DITCH BANK, 1 FT. NORTHEAST OF A FENCE LINE, AND 1.9 FT.
 FD0101'SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0101'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 2 FT. BELOW THE
 FD0101'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0109 ***********************************************************************
 FD0109  DESIGNATION -  T 229
 FD0109  PID         -  FD0109
 FD0109  STATE/COUNTY-  TN/BEDFORD
 FD0109  USGS QUAD   -  WARTRACE (1980)
 FD0109
 FD0109                         *CURRENT SURVEY CONTROL
 FD0109  ___________________________________________________________________
 FD0109* NAD 83(1986)-  35 35 34.     (N)    086 15 44.     (W)     SCALED    
 FD0109* NAVD 88     -       267.224  (meters)     876.72   (feet)  ADJUSTED  
 FD0109  ___________________________________________________________________
 FD0109  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD0109  DYNAMIC HT  -         266.978 (meters)     875.91  (feet)  COMP
 FD0109  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FD0109
 FD0109  VERT ORDER  -  SECOND    CLASS 0
 FD0109
 FD0109.The horizontal coordinates were scaled from a topographic map and have
 FD0109.an estimated accuracy of +/- 6 seconds.
 FD0109
 FD0109.The orthometric height was determined by differential leveling
 FD0109.and adjusted by the National Geodetic Survey in June 1991..
 FD0109
 FD0109.The geoid height was determined by GEOID03.
 FD0109
 FD0109.The dynamic height is computed by dividing the NAVD 88
 FD0109.geopotential number by the normal gravity value computed on the
 FD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0109.degrees latitude (g = 980.6199 gals.).
 FD0109
 FD0109.The modeled gravity was interpolated from observed gravity values.
 FD0109
 FD0109;                    North         East    Units  Estimated Accuracy
 FD0109;SPC TN       -   139,770.      576,240.      MT  (+/- 180 meters Scaled)
 FD0109
 FD0109                          SUPERSEDED SURVEY CONTROL
 FD0109
 FD0109  NGVD 29 (??/??/92)  267.224  (m)          876.72   (f) ADJ UNCH    2 0
 FD0109
 FD0109.Superseded values are not recommended for survey control.
 FD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0109.See file dsdata.txt to determine how the superseded data were derived.
 FD0109
 FD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE668390(NAD 83)
 FD0109_MARKER: DB = BENCH MARK DISK
 FD0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0109_STAMPING: T 229 1960
 FD0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0109+STABILITY: SURFACE MOTION
 FD0109
 FD0109  HISTORY     - Date     Condition        Report By
 FD0109  HISTORY     - 1960     MONUMENTED       CGS
 FD0109
 FD0109                          STATION DESCRIPTION
 FD0109
 FD0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0109'2.9 MI S FROM BEECH GROVE.
 FD0109'FROM THE POST OFFICE IN BEECH GROVE, GO 2.9 MILES SOUTH ON STATE
 FD0109'HIGHWAY 64.  THE BENCH MARK IS 150 FT. SOUTHWEST OF A CULVERT
 FD0109'UNDER THE HIGHWAY, 28 FT. WEST OF THE CENTER OF STATE HIGHWAY
 FD0109'64, 9 FT. NORTHEAST OF THE T JUNCTION OF 2 FENCES, 1 FT. EAST
 FD0109'OF A FENCE, AND 1.4 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET
 FD0109'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 4
 FD0109'FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0155 ***********************************************************************
 GD0155  DESIGNATION -  T 23
 GD0155  PID         -  GD0155
 GD0155  STATE/COUNTY-  TN/HENRY
 GD0155  USGS QUAD   -  HENRY (1985)
 GD0155
 GD0155                         *CURRENT SURVEY CONTROL
 GD0155  ___________________________________________________________________
 GD0155* NAD 83(1986)-  36 10 53.     (N)    088 28 32.     (W)     SCALED    
 GD0155* NAVD 88     -       134.265  (meters)     440.50   (feet)  ADJUSTED  
 GD0155  ___________________________________________________________________
 GD0155  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0155  DYNAMIC HT  -         134.153 (meters)     440.13  (feet)  COMP
 GD0155  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GD0155
 GD0155  VERT ORDER  -  SECOND    CLASS 0
 GD0155
 GD0155.The horizontal coordinates were scaled from a topographic map and have
 GD0155.an estimated accuracy of +/- 6 seconds.
 GD0155
 GD0155.The orthometric height was determined by differential leveling
 GD0155.and adjusted by the National Geodetic Survey in June 1991..
 GD0155
 GD0155.The geoid height was determined by GEOID03.
 GD0155
 GD0155.The dynamic height is computed by dividing the NAVD 88
 GD0155.geopotential number by the normal gravity value computed on the
 GD0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0155.degrees latitude (g = 980.6199 gals.).
 GD0155
 GD0155.The modeled gravity was interpolated from observed gravity values.
 GD0155
 GD0155;                    North         East    Units  Estimated Accuracy
 GD0155;SPC TN       -   207,860.      377,340.      MT  (+/- 180 meters Scaled)
 GD0155
 GD0155                          SUPERSEDED SURVEY CONTROL
 GD0155
 GD0155  NGVD 29 (??/??/??)  134.310  (m)          440.65   (f) ADJUSTED    2 0
 GD0155
 GD0155.Superseded values are not recommended for survey control.
 GD0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0155.See file dsdata.txt to determine how the superseded data were derived.
 GD0155
 GD0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF673050(NAD 83)
 GD0155_MARKER: DB = BENCH MARK DISK
 GD0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0155_STAMPING: T 23 1934 440.803
 GD0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0155+STABILITY: SURFACE MOTION
 GD0155
 GD0155  HISTORY     - Date     Condition        Report By
 GD0155  HISTORY     - 1934     MONUMENTED       CGS
 GD0155  HISTORY     - 1968     GOOD             CGS
 GD0155
 GD0155                          STATION DESCRIPTION
 GD0155
 GD0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0155'4 MI N FROM MC KENZIE.
 GD0155'THE MARK IS IN HENRY COUNTY, 4.0 MILES NORTHEAST ALONG THE
 GD0155'LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION IN MC KENZIE.
 GD0155'IT IS ABOUT 400 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GD0155'A GRADED ROAD, 28 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL OF
 GD0155'THE RAILROAD, 5.5 FEET SOUTH-SOUTHEAST OF A FENCE, AND 1.0 FOOT
 GD0155'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0155'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0155'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED T 23
 GD0155'1934 440.803.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1771 ***********************************************************************
 GB1771  DESIGNATION -  T 230
 GB1771  PID         -  GB1771
 GB1771  STATE/COUNTY-  TN/PUTNAM
 GB1771  USGS QUAD   -  SILVER POINT (1981)
 GB1771
 GB1771                         *CURRENT SURVEY CONTROL
 GB1771  ___________________________________________________________________
 GB1771* NAD 83(1986)-  36 05 49.     (N)    085 44 21.     (W)     SCALED    
 GB1771* NAVD 88     -       302.687  (meters)     993.07   (feet)  ADJUSTED  
 GB1771  ___________________________________________________________________
 GB1771  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB1771  DYNAMIC HT  -         302.417 (meters)     992.18  (feet)  COMP
 GB1771  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 GB1771
 GB1771  VERT ORDER  -  SECOND    CLASS 0
 GB1771
 GB1771.The horizontal coordinates were scaled from a topographic map and have
 GB1771.an estimated accuracy of +/- 6 seconds.
 GB1771
 GB1771.The orthometric height was determined by differential leveling
 GB1771.and adjusted by the National Geodetic Survey in June 1991..
 GB1771
 GB1771.The geoid height was determined by GEOID03.
 GB1771
 GB1771.The dynamic height is computed by dividing the NAVD 88
 GB1771.geopotential number by the normal gravity value computed on the
 GB1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1771.degrees latitude (g = 980.6199 gals.).
 GB1771
 GB1771.The modeled gravity was interpolated from observed gravity values.
 GB1771
 GB1771;                    North         East    Units  Estimated Accuracy
 GB1771;SPC TN       -   195,700.      623,490.      MT  (+/- 180 meters Scaled)
 GB1771
 GB1771                          SUPERSEDED SURVEY CONTROL
 GB1771
 GB1771  NGVD 29 (??/??/92)  302.749  (m)          993.27   (f) ADJ UNCH    2 0
 GB1771
 GB1771.Superseded values are not recommended for survey control.
 GB1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1771.See file dsdata.txt to determine how the superseded data were derived.
 GB1771
 GB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE134954(NAD 83)
 GB1771_MARKER: DB = BENCH MARK DISK
 GB1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1771_STAMPING: T 230 1960
 GB1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1771+STABILITY: SURFACE MOTION
 GB1771
 GB1771  HISTORY     - Date     Condition        Report By
 GB1771  HISTORY     - 1960     MONUMENTED       CGS
 GB1771
 GB1771                          STATION DESCRIPTION
 GB1771
 GB1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1771'1 MI NW FROM SILVER POINT.
 GB1771'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1771'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 1.05
 GB1771'MILES NORTHWEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS SET
 GB1771'ON THE SOUTHWEST RIGHT OF WAY OF INTERSTATE HIGHWAY 40 NOW UNDER
 GB1771'CONSTRUCTION, AT THE NORTHWEST END OF A CUT AND 1.8 FT. NORTH
 GB1771'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1771'PROJECTING 1 INCH AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1771'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1853 ***********************************************************************
 GB1853  DESIGNATION -  T 231
 GB1853  PID         -  GB1853
 GB1853  STATE/COUNTY-  TN/PUTNAM
 GB1853  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1853
 GB1853                         *CURRENT SURVEY CONTROL
 GB1853  ___________________________________________________________________
 GB1853* NAD 83(1986)-  36 08 58.     (N)    085 30 03.     (W)     SCALED    
 GB1853* NAVD 88     -       317.875  (meters)    1042.89   (feet)  ADJUSTED  
 GB1853  ___________________________________________________________________
 GB1853  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB1853  DYNAMIC HT  -         317.591 (meters)    1041.96  (feet)  COMP
 GB1853  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 GB1853
 GB1853  VERT ORDER  -  SECOND    CLASS 0
 GB1853
 GB1853.The horizontal coordinates were scaled from a topographic map and have
 GB1853.an estimated accuracy of +/- 6 seconds.
 GB1853
 GB1853.The orthometric height was determined by differential leveling
 GB1853.and adjusted by the National Geodetic Survey in June 1991..
 GB1853
 GB1853.The geoid height was determined by GEOID03.
 GB1853
 GB1853.The dynamic height is computed by dividing the NAVD 88
 GB1853.geopotential number by the normal gravity value computed on the
 GB1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1853.degrees latitude (g = 980.6199 gals.).
 GB1853
 GB1853.The modeled gravity was interpolated from observed gravity values.
 GB1853
 GB1853;                    North         East    Units  Estimated Accuracy
 GB1853;SPC TN       -   201,610.      644,920.      MT  (+/- 180 meters Scaled)
 GB1853
 GB1853                          SUPERSEDED SURVEY CONTROL
 GB1853
 GB1853  NGVD 29 (??/??/92)  317.947  (m)         1043.13   (f) ADJ UNCH    2 0
 GB1853
 GB1853.Superseded values are not recommended for survey control.
 GB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1853.See file dsdata.txt to determine how the superseded data were derived.
 GB1853
 GB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF348015(NAD 83)
 GB1853_MARKER: DB = BENCH MARK DISK
 GB1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1853_STAMPING: T 231 1960
 GB1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1853+STABILITY: SURFACE MOTION
 GB1853
 GB1853  HISTORY     - Date     Condition        Report By
 GB1853  HISTORY     - 1960     MONUMENTED       CGS
 GB1853
 GB1853                          STATION DESCRIPTION
 GB1853
 GB1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1853'0.9 MI S FROM COOKEVILLE.
 GB1853'FROM THE COURT HOUSE IN COOKEVILLE, GO 0.9 MILE SOUTH ON STATE
 GB1853'HIGHWAY 42.  THE BENCH MARK IS ABOUT 0.1 MILE SOUTH OF THE
 GB1853'ENTRANCE TO THE PUTNAM MANUFACTURING CO., 150 FT. NORTH OF THE
 GB1853'CENTER OF A GRAVELED ROAD, 32 FT. EAST OF THE CENTER OF STATE
 GB1853'HIGHWAY 42, 11.3 FT. SOUTH OF A SIGN ST. THOMAS AQUINAS CATHOLIC
 GB1853'CHURCH, 3.2 FT. EAST OF A TELEPHONE POLE AND POWER LINE POLE
 GB1853'WITH GUY WIRE, AND 2.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GB1853'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB1853'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0894 ***********************************************************************
 FC0894  DESIGNATION -  T 232
 FC0894  PID         -  FC0894
 FC0894  STATE/COUNTY-  TN/CUMBERLAND
 FC0894  USGS QUAD   -  CARDIFF (1990)
 FC0894
 FC0894                         *CURRENT SURVEY CONTROL
 FC0894  ___________________________________________________________________
 FC0894* NAD 83(1986)-  35 53 55.     (N)    084 43 10.     (W)     SCALED    
 FC0894* NAVD 88     -       443.679  (meters)    1455.64   (feet)  ADJUSTED  
 FC0894  ___________________________________________________________________
 FC0894  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC0894  DYNAMIC HT  -         443.261 (meters)    1454.27  (feet)  COMP
 FC0894  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 FC0894
 FC0894  VERT ORDER  -  SECOND    CLASS 0
 FC0894
 FC0894.The horizontal coordinates were scaled from a topographic map and have
 FC0894.an estimated accuracy of +/- 6 seconds.
 FC0894
 FC0894.The orthometric height was determined by differential leveling
 FC0894.and adjusted by the National Geodetic Survey in June 1991..
 FC0894
 FC0894.The geoid height was determined by GEOID03.
 FC0894
 FC0894.The dynamic height is computed by dividing the NAVD 88
 FC0894.geopotential number by the normal gravity value computed on the
 FC0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0894.degrees latitude (g = 980.6199 gals.).
 FC0894
 FC0894.The modeled gravity was interpolated from observed gravity values.
 FC0894
 FC0894;                    North         East    Units  Estimated Accuracy
 FC0894;SPC TN       -   174,420.      715,600.      MT  (+/- 180 meters Scaled)
 FC0894
 FC0894                          SUPERSEDED SURVEY CONTROL
 FC0894
 FC0894  NGVD 29 (??/??/92)  443.772  (m)         1455.94   (f) ADJ UNCH    2 0
 FC0894
 FC0894.Superseded values are not recommended for survey control.
 FC0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0894.See file dsdata.txt to determine how the superseded data were derived.
 FC0894
 FC0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE058751(NAD 83)
 FC0894_MARKER: DB = BENCH MARK DISK
 FC0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0894_STAMPING: T 232 1960
 FC0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0894+STABILITY: SURFACE MOTION
 FC0894
 FC0894  HISTORY     - Date     Condition        Report By
 FC0894  HISTORY     - 1960     MONUMENTED       CGS
 FC0894  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0894
 FC0894                          STATION DESCRIPTION
 FC0894
 FC0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0894'3.5 MI NE FROM DAYSVILLE.
 FC0894'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 1.1 MILES
 FC0894'NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THEN 0.75 MILE EAST
 FC0894'ON A TRACK ROAD, THEN 0.85 MILE NORTHEAST ON A GRAVELED ROAD,
 FC0894'THEN 0.8 MILE EAST ON A GRAVELED ROAD TO A CURVE.  THE BENCH
 FC0894'MARK IS 24 FT. NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 FC0894'AND 1.4 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0894'OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 3 FT. ABOVE THE
 FC0894'LEVEL OF THE ROAD.
 FC0894
 FC0894                          STATION RECOVERY (1972)
 FC0894
 FC0894'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0212 ***********************************************************************
 FC0212  DESIGNATION -  T 233
 FC0212  PID         -  FC0212
 FC0212  STATE/COUNTY-  TN/LOUDON
 FC0212  USGS QUAD   -  LENOIR CITY (1986)
 FC0212
 FC0212                         *CURRENT SURVEY CONTROL
 FC0212  ___________________________________________________________________
 FC0212* NAD 83(1986)-  35 50 39.     (N)    084 16 56.     (W)     SCALED    
 FC0212* NAVD 88     -       269.993  (meters)     885.80   (feet)  ADJUSTED  
 FC0212  ___________________________________________________________________
 FC0212  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0212  DYNAMIC HT  -         269.736 (meters)     884.96  (feet)  COMP
 FC0212  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FC0212
 FC0212  VERT ORDER  -  SECOND    CLASS 0
 FC0212
 FC0212.The horizontal coordinates were scaled from a topographic map and have
 FC0212.an estimated accuracy of +/- 6 seconds.
 FC0212
 FC0212.The orthometric height was determined by differential leveling
 FC0212.and adjusted by the National Geodetic Survey in June 1991..
 FC0212
 FC0212.The geoid height was determined by GEOID03.
 FC0212
 FC0212.The dynamic height is computed by dividing the NAVD 88
 FC0212.geopotential number by the normal gravity value computed on the
 FC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0212.degrees latitude (g = 980.6199 gals.).
 FC0212
 FC0212.The modeled gravity was interpolated from observed gravity values.
 FC0212
 FC0212;                    North         East    Units  Estimated Accuracy
 FC0212;SPC TN       -   168,990.      755,170.      MT  (+/- 180 meters Scaled)
 FC0212
 FC0212                          SUPERSEDED SURVEY CONTROL
 FC0212
 FC0212  NGVD 29 (??/??/92)  270.100  (m)          886.15   (f) ADJ UNCH    2 0
 FC0212
 FC0212.Superseded values are not recommended for survey control.
 FC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0212.See file dsdata.txt to determine how the superseded data were derived.
 FC0212
 FC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE454700(NAD 83)
 FC0212_MARKER: DB = BENCH MARK DISK
 FC0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0212_SP_SET: BRIDGE
 FC0212_STAMPING: T 233 1960
 FC0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0212
 FC0212  HISTORY     - Date     Condition        Report By
 FC0212  HISTORY     - 1960     MONUMENTED       CGS
 FC0212
 FC0212                          STATION DESCRIPTION
 FC0212
 FC0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0212'0.9 MI NE FROM EATON CROSSROADS.
 FC0212'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0212'EAST ON U.S. HIGHWAY 70, THEN 0.75 MILE NORTHEAST ON A PAVED ROAD
 FC0212'TO A SMALL BRIDGE UNDER THE ROAD.  THE BENCH MARK IS ABOUT 100 FT.
 FC0212'NORTHEAST OF A HOUSE ON THE SOUTHWEST SIDE OF THE ROAD AND 10 FT.
 FC0212'SOUTHWEST OF THE CENTER OF THE ROAD.  THE DISK IS CEMENTED IN A
 FC0212'DRILL HOLE IN TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL
 FC0212'OF THE BRIDGE AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2105 ***********************************************************************
 FB2105  DESIGNATION -  T 234
 FB2105  PID         -  FB2105
 FB2105  STATE/COUNTY-  TN/KNOX
 FB2105  USGS QUAD   -  KNOXVILLE (1978)
 FB2105
 FB2105                         *CURRENT SURVEY CONTROL
 FB2105  ___________________________________________________________________
 FB2105* NAD 83(1986)-  35 58 25.     (N)    083 55 57.     (W)     SCALED    
 FB2105* NAVD 88     -       281.546  (meters)     923.71   (feet)  ADJUSTED  
 FB2105  ___________________________________________________________________
 FB2105  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2105  DYNAMIC HT  -         281.286 (meters)     922.85  (feet)  COMP
 FB2105  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FB2105
 FB2105  VERT ORDER  -  SECOND    CLASS 0
 FB2105
 FB2105.The horizontal coordinates were scaled from a topographic map and have
 FB2105.an estimated accuracy of +/- 6 seconds.
 FB2105
 FB2105.The orthometric height was determined by differential leveling
 FB2105.and adjusted by the National Geodetic Survey in June 1991..
 FB2105
 FB2105.The geoid height was determined by GEOID03.
 FB2105
 FB2105.The dynamic height is computed by dividing the NAVD 88
 FB2105.geopotential number by the normal gravity value computed on the
 FB2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2105.degrees latitude (g = 980.6199 gals.).
 FB2105
 FB2105.The modeled gravity was interpolated from observed gravity values.
 FB2105
 FB2105;                    North         East    Units  Estimated Accuracy
 FB2105;SPC TN       -   183,960.      786,450.      MT  (+/- 180 meters Scaled)
 FB2105
 FB2105                          SUPERSEDED SURVEY CONTROL
 FB2105
 FB2105  NGVD 29 (??/??/92)  281.680  (m)          924.15   (f) ADJ UNCH    2 0
 FB2105
 FB2105.Superseded values are not recommended for survey control.
 FB2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2105.See file dsdata.txt to determine how the superseded data were derived.
 FB2105
 FB2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355849(NAD 83)
 FB2105_MARKER: DB = BENCH MARK DISK
 FB2105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2105_SP_SET: OVERPASS
 FB2105_STAMPING: T 234 1961
 FB2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2105
 FB2105  HISTORY     - Date     Condition        Report By
 FB2105  HISTORY     - 1961     MONUMENTED       CGS
 FB2105  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2105
 FB2105                          STATION DESCRIPTION
 FB2105
 FB2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2105'AT KNOXVILLE.
 FB2105'FROM THE INTERSECTION OF MAGNOLIA AVENUE AND INTERSTATE HIGHWAY
 FB2105'75, GO 0.5 MILE NORTH ON INTERSTATE 75 TO AN OVERPASS OVER
 FB2105'ELM ST. N.W.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE
 FB2105'IN TOP OF THE NORTHWEST WINGWALL AT THE NORTHWEST END OF THE
 FB2105'OVERPASS AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 FB2105
 FB2105                          STATION RECOVERY (1982)
 FB2105
 FB2105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2207 ***********************************************************************
 FB2207  DESIGNATION -  T 234 RESET
 FB2207  PID         -  FB2207
 FB2207  STATE/COUNTY-  TN/KNOX
 FB2207  USGS QUAD   -  KNOXVILLE (1978)
 FB2207
 FB2207                         *CURRENT SURVEY CONTROL
 FB2207  ___________________________________________________________________
 FB2207* NAD 83(1986)-  35 58 25.     (N)    083 55 57.     (W)     SCALED    
 FB2207* NAVD 88     -       279.77   (meters)     917.9    (feet)  RESET     
 FB2207  ___________________________________________________________________
 FB2207  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2207
 FB2207  VERT ORDER  -  THIRD
 FB2207
 FB2207.The horizontal coordinates were scaled from a topographic map and have
 FB2207.an estimated accuracy of +/- 6 seconds.
 FB2207
 FB2207.The orthometric height was computed from unverified reset data.
 FB2207.No vertical observational check was made to the station.
 FB2207
 FB2207.The geoid height was determined by GEOID03.
 FB2207
 FB2207;                    North         East    Units  Estimated Accuracy
 FB2207;SPC TN       -   183,960.      786,450.      MT  (+/- 180 meters Scaled)
 FB2207
 FB2207                          SUPERSEDED SURVEY CONTROL
 FB2207
 FB2207  NGVD 29 (10/12/01)  279.90   (m)          918.3    (f) RESET       3  
 FB2207
 FB2207.Superseded values are not recommended for survey control.
 FB2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2207.See file dsdata.txt to determine how the superseded data were derived.
 FB2207
 FB2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355849(NAD 83)
 FB2207_MARKER: DB = BENCH MARK DISK
 FB2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2207_STAMPING: T 234 RESET 1980
 FB2207_MARK LOGO: NGS   
 FB2207_PROJECTION: PROJECTING 5 CENTIMETERS
 FB2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2207+STABILITY: SURFACE MOTION
 FB2207
 FB2207  HISTORY     - Date     Condition        Report By
 FB2207  HISTORY     - 1980     MONUMENTED       NGS
 FB2207
 FB2207                          STATION DESCRIPTION
 FB2207
 FB2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FB2207'IN KNOXVILLE.
 FB2207'AT THE INTERSECTION OF ELM STREET AND INTERSTATE HIGHWAY 75, ABOUT
 FB2207'200 NORTHEAST OF THE INTERSECTION OF ELM STREET AND UNIVERSITY
 FB2207'80 FEET NORTH OF THE CENTERLINE OF ELM STREET, 1 FOOT EAST OF THE
 FB2207'WEST RIGHT-OF-WAY FENCE LINE AND 37 FEET NORTHWEST END OF BRIDGE.
 FB2207'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0696 ***********************************************************************
 GB0696  DESIGNATION -  T 235
 GB0696  PID         -  GB0696
 GB0696  STATE/COUNTY-  TN/ANDERSON
 GB0696  USGS QUAD   -  NORRIS (1990)
 GB0696
 GB0696                         *CURRENT SURVEY CONTROL
 GB0696  ___________________________________________________________________
 GB0696* NAD 83(1986)-  36 09 25.     (N)    084 04 22.     (W)     SCALED    
 GB0696* NAVD 88     -       267.493  (meters)     877.60   (feet)  ADJUSTED  
 GB0696  ___________________________________________________________________
 GB0696  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB0696  DYNAMIC HT  -         267.250 (meters)     876.80  (feet)  COMP
 GB0696  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 GB0696
 GB0696  VERT ORDER  -  SECOND    CLASS 0
 GB0696
 GB0696.The horizontal coordinates were scaled from a topographic map and have
 GB0696.an estimated accuracy of +/- 6 seconds.
 GB0696
 GB0696.The orthometric height was determined by differential leveling
 GB0696.and adjusted by the National Geodetic Survey in June 1991..
 GB0696
 GB0696.The geoid height was determined by GEOID03.
 GB0696
 GB0696.The dynamic height is computed by dividing the NAVD 88
 GB0696.geopotential number by the normal gravity value computed on the
 GB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0696.degrees latitude (g = 980.6199 gals.).
 GB0696
 GB0696.The modeled gravity was interpolated from observed gravity values.
 GB0696
 GB0696;                    North         East    Units  Estimated Accuracy
 GB0696;SPC TN       -   204,040.      773,400.      MT  (+/- 180 meters Scaled)
 GB0696
 GB0696                          SUPERSEDED SURVEY CONTROL
 GB0696
 GB0696  NGVD 29 (??/??/92)  267.604  (m)          877.96   (f) ADJ UNCH    2 0
 GB0696
 GB0696.Superseded values are not recommended for survey control.
 GB0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0696.See file dsdata.txt to determine how the superseded data were derived.
 GB0696
 GB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF633053(NAD 83)
 GB0696_MARKER: DB = BENCH MARK DISK
 GB0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0696_STAMPING: T 235 1961
 GB0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0696+STABILITY: SURFACE MOTION
 GB0696
 GB0696  HISTORY     - Date     Condition        Report By
 GB0696  HISTORY     - 1961     MONUMENTED       CGS
 GB0696  HISTORY     - 1972     GOOD             TVA
 GB0696
 GB0696                          STATION DESCRIPTION
 GB0696
 GB0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0696'4 MI SW FROM NORRIS.
 GB0696'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71, (ABOUT 1.0 MILE
 GB0696'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0696'THEN 1.0 MILE SOUTHEAST ON A GRAVELED ROAD TO A CROSSROADS AND AN
 GB0696'ESSO SERVICE STATION.  THE BENCH MARK IS 102 FT. EAST OF THE
 GB0696'CENTER OF A GRAVELED ROAD, 37 FT. NORTH OF THE NORTHEAST CORNER OF
 GB0696'A SHED, 18 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 1.5 FT.
 GB0696'EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0696'POST PROJECING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 GB0696
 GB0696                          STATION RECOVERY (1972)
 GB0696
 GB0696'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2424 ***********************************************************************
 GA2424  DESIGNATION -  T 236 RESET
 GA2424  PID         -  GA2424
 GA2424  STATE/COUNTY-  TN/KNOX
 GA2424  USGS QUAD   -  JOHN SEVIER (1992)
 GA2424
 GA2424                         *CURRENT SURVEY CONTROL
 GA2424  ___________________________________________________________________
 GA2424* NAD 83(1986)-  36 00 17.     (N)    083 48 21.     (W)     SCALED    
 GA2424* NAVD 88     -       261.62   (meters)     858.3    (feet)  RESET     
 GA2424  ___________________________________________________________________
 GA2424  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2424
 GA2424  VERT ORDER  -  THIRD
 GA2424
 GA2424.The horizontal coordinates were scaled from a topographic map and have
 GA2424.an estimated accuracy of +/- 6 seconds.
 GA2424
 GA2424.The orthometric height was computed from unverified reset data.
 GA2424
 GA2424.The geoid height was determined by GEOID03.
 GA2424
 GA2424;                    North         East    Units  Estimated Accuracy
 GA2424;SPC TN       -   187,660.      797,800.      MT  (+/- 180 meters Scaled)
 GA2424
 GA2424                          SUPERSEDED SURVEY CONTROL
 GA2424
 GA2424.No superseded survey control is available for this station.
 GA2424
 GA2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV471881(NAD 83)
 GA2424_MARKER: DB = BENCH MARK DISK
 GA2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2424_STAMPING: T 236 RESET 1972
 GA2424_MARK LOGO: NGS   
 GA2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2424+STABILITY: SURFACE MOTION
 GA2424
 GA2424  HISTORY     - Date     Condition        Report By
 GA2424  HISTORY     - 1972     MONUMENTED       NGS
 GA2424
 GA2424                          STATION DESCRIPTION
 GA2424
 GA2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2424'3 MI E FROM KNOXVILLE.
 GA2424'TO REACH THE STATION FROM THE INTERSTATE ROUTE 40 AND U.S.
 GA2424'HIGHWAYS 70, 11E AND 25W INTERCHANGE IN EAST KNOXVILLE, GO
 GA2424'EASTERLY ON U.S. HIGHWAYS 70, 11E AND 25W FOR 1.0 MILE TO
 GA2424'HOLSTON RIVER ROAD ON THE RIGHT, THENCE RIGHT, SOUTH, ON HOLSTON
 GA2424'RIVER ROAD FOR 0.75 OF A MILE TO MANIS DRIVE ON THE LEFT, THENCE
 GA2424'LEFT, EAST AND SOUTHEAST, ON MANIS DRIVE FOR 1.0 MILE TO THE
 GA2424'INTERSECTION OF HAMMER ROAD ON THE LEFT AND OGLESBY ROAD ON THE
 GA2424'RIGHT, THENCE RIGHT, SOUTHERLY ON OGLESBY ROAD FOR 0.05 OF A
 GA2424'MILE TO THE MARK ON THE LEFT.  IT IS 45 FEET SOUTH OF A POINT
 GA2424'DIRECTLY UNDER OVERHEAD TRANSMISSION LINES, 44 FEET EAST-NORTHEAST
 GA2424'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF OGLESBY ROAD AND
 GA2424'A GRAVELED DRIVE, 15 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 GA2424'CENTER OF OGLESBY ROAD, AND 1.1 FEET WEST-NORTHWEST OF A METAL
 GA2424'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GA2424'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GA2424'AND THE DISK IS STAMPED T 236 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2041 ***********************************************************************
 GA2041  DESIGNATION -  T 237
 GA2041  PID         -  GA2041
 GA2041  STATE/COUNTY-  TN/JEFFERSON
 GA2041  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2041
 GA2041                         *CURRENT SURVEY CONTROL
 GA2041  ___________________________________________________________________
 GA2041* NAD 83(1986)-  36 03 56.     (N)    083 23 35.     (W)     SCALED    
 GA2041* NAVD 88     -       397.820  (meters)    1305.18   (feet)  ADJUSTED  
 GA2041  ___________________________________________________________________
 GA2041  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2041  DYNAMIC HT  -         397.449 (meters)    1303.96  (feet)  COMP
 GA2041  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GA2041
 GA2041  VERT ORDER  -  SECOND    CLASS 0
 GA2041
 GA2041.The horizontal coordinates were scaled from a topographic map and have
 GA2041.an estimated accuracy of +/- 6 seconds.
 GA2041
 GA2041.The orthometric height was determined by differential leveling
 GA2041.and adjusted by the National Geodetic Survey in June 1991..
 GA2041
 GA2041.The geoid height was determined by GEOID03.
 GA2041
 GA2041.The dynamic height is computed by dividing the NAVD 88
 GA2041.geopotential number by the normal gravity value computed on the
 GA2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2041.degrees latitude (g = 980.6199 gals.).
 GA2041
 GA2041.The modeled gravity was interpolated from observed gravity values.
 GA2041
 GA2041;                    North         East    Units  Estimated Accuracy
 GA2041;SPC TN       -   195,320.      834,820.      MT  (+/- 180 meters Scaled)
 GA2041
 GA2041                          SUPERSEDED SURVEY CONTROL
 GA2041
 GA2041  NGVD 29 (??/??/92)  397.974  (m)         1305.69   (f) ADJ UNCH    2 0
 GA2041
 GA2041.Superseded values are not recommended for survey control.
 GA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2041.See file dsdata.txt to determine how the superseded data were derived.
 GA2041
 GA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV844938(NAD 83)
 GA2041_MARKER: DB = BENCH MARK DISK
 GA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2041_STAMPING: T 237 1961
 GA2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2041+STABILITY: SURFACE MOTION
 GA2041
 GA2041  HISTORY     - Date     Condition        Report By
 GA2041  HISTORY     - 1961     MONUMENTED       CGS
 GA2041  HISTORY     - 1969     GOOD             NGS
 GA2041
 GA2041                          STATION DESCRIPTION
 GA2041
 GA2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2041'5.3 MI NE FROM DANDRIDGE.
 GA2041'THIS MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 GA2041'JUNCTION OF U.S. HIGHWAYS 25W AND 70 AND STATE ROUTES 66 AND 92
 GA2041'JUST NORTHWEST OF THE JEFFERSON COUNTY COURTHOUSE IN DANDRIDGE,
 GA2041'GO NORTHEAST ON U.S. HIGHWAYS 25W AND 70 AND STATE ROUTE 66 FOR
 GA2041'0.9 OF A MILE TO WHERE STATE ROUTE 66 BEARS SHARP LEFT, THENCE
 GA2041'LEFT, NORTHERLY ON STATE ROUTE 66 FOR 1.6 MILES TO THE JUNCTION
 GA2041'WITH NEW CHESTNUT GROVE ROAD, THENCE RIGHT, NORTHEASTERLY ON
 GA2041'STATE ROUTE 66 FOR 2.5 MILES TO THE MARK ON THE LEFT IN A TENDED
 GA2041'STRIP BETWEEN STATE ROUTE 66 AND INTERSTATE ROUTE 40.  IT IS ABOUT
 GA2041'0.4 OF A MILE WEST OF THE INTERSECTION OF INTERSTATE ROUTE 40
 GA2041'AND INTERSTATE ROUTE 81, 142 FEET NORTHWEST OF THE APPROXIMATE
 GA2041'CENTER OF THE MEDIAN OF INTERSTATE ROUTE 40, 27 FEET SOUTHEAST OF
 GA2041'THE APPROXIMATE CENTER OF STATE ROUTE 66, AND 2.0 FEET NORTHEAST
 GA2041'OF A METAL WITNESS POST AND SIGN.  A STANDARD BENCH MARK DISK
 GA2041'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GA2041'PROJECTS 5 INCHES AND THE DISK IS STAMPED T 237 1961.  NOTE-- THIS
 GA2041'MARK SERVES AS THE AZIMUTH MARK FOR TRAVERSE STATION MANIS
 GA2041'1961 ABOUT 1.0 MILE TO THE WEST-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1389 ***********************************************************************
 FB1389  DESIGNATION -  T 238
 FB1389  PID         -  FB1389
 FB1389  STATE/COUNTY-  TN/COCKE
 FB1389  USGS QUAD   -  NEWPORT (1992)
 FB1389
 FB1389                         *CURRENT SURVEY CONTROL
 FB1389  ___________________________________________________________________
 FB1389* NAD 83(1986)-  35 57 16.     (N)    083 12 30.     (W)     SCALED    
 FB1389* NAVD 88     -       362.777  (meters)    1190.21   (feet)  ADJUSTED  
 FB1389  ___________________________________________________________________
 FB1389  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1389  DYNAMIC HT  -         362.435 (meters)    1189.09  (feet)  COMP
 FB1389  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FB1389
 FB1389  VERT ORDER  -  SECOND    CLASS 0
 FB1389
 FB1389.The horizontal coordinates were scaled from a topographic map and have
 FB1389.an estimated accuracy of +/- 6 seconds.
 FB1389
 FB1389.The orthometric height was determined by differential leveling
 FB1389.and adjusted by the National Geodetic Survey in June 1991..
 FB1389
 FB1389.The geoid height was determined by GEOID03.
 FB1389
 FB1389.The dynamic height is computed by dividing the NAVD 88
 FB1389.geopotential number by the normal gravity value computed on the
 FB1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1389.degrees latitude (g = 980.6199 gals.).
 FB1389
 FB1389.The modeled gravity was interpolated from observed gravity values.
 FB1389
 FB1389;                    North         East    Units  Estimated Accuracy
 FB1389;SPC TN       -   183,450.      851,810.      MT  (+/- 180 meters Scaled)
 FB1389
 FB1389                          SUPERSEDED SURVEY CONTROL
 FB1389
 FB1389  NGVD 29 (??/??/92)  362.948  (m)         1190.77   (f) ADJ UNCH    2 0
 FB1389
 FB1389.Superseded values are not recommended for survey control.
 FB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1389.See file dsdata.txt to determine how the superseded data were derived.
 FB1389
 FB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV008811(NAD 83)
 FB1389_MARKER: DB = BENCH MARK DISK
 FB1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1389_STAMPING: T 238 1961
 FB1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1389+STABILITY: SURFACE MOTION
 FB1389
 FB1389  HISTORY     - Date     Condition        Report By
 FB1389  HISTORY     - 1961     MONUMENTED       CGS
 FB1389
 FB1389                          STATION DESCRIPTION
 FB1389
 FB1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1389'1.8 MI SW FROM NEWPORT.
 FB1389'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE HIGHWAY
 FB1389'32 IN THE WEST SECTION OF NEWPORT, GO 1.3 MILES SOUTH ON STATE
 FB1389'HIGHWAY 32 TO A SIGN CAVE CHURCH AND A PAVED ROAD LEADING NORTHWEST.
 FB1389'THEN GO 0.5 MILE NORTHWEST ON THE PAVED ROAD TO THE CAVE CHURCH.
 FB1389'THE BENCH MARK IS 129 FT. NORTHWEST OF THE NORTHWEST CORNER OF
 FB1389'THE CHURCH, 22 FT. NORTHEAST OF THE CENTER OF THE PAVED ROAD, 4.2
 FB1389'FT. NORTH OF A FENCE CORNER, 1.6 FT. EAST OF A WITNESS SIGN, AND
 FB1389'AT THE NORTHWEST CORNER OF A CEMETARY.  THE DISK IS SET IN TOP
 FB1389'OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 3 FT. ABOVE THE
 FB1389'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1408 ***********************************************************************
 FB1408  DESIGNATION -  T 239
 FB1408  PID         -  FB1408
 FB1408  STATE/COUNTY-  TN/COCKE
 FB1408  USGS QUAD   -  HARTFORD (1968)
 FB1408
 FB1408                         *CURRENT SURVEY CONTROL
 FB1408  ___________________________________________________________________
 FB1408* NAD 83(1986)-  35 49 09.     (N)    083 10 44.     (W)     SCALED    
 FB1408* NAVD 88     -       376.104  (meters)    1233.93   (feet)  ADJUSTED  
 FB1408  ___________________________________________________________________
 FB1408  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB1408  DYNAMIC HT  -         375.739 (meters)    1232.74  (feet)  COMP
 FB1408  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FB1408
 FB1408  VERT ORDER  -  SECOND    CLASS 0
 FB1408
 FB1408.The horizontal coordinates were scaled from a topographic map and have
 FB1408.an estimated accuracy of +/- 6 seconds.
 FB1408
 FB1408.The orthometric height was determined by differential leveling
 FB1408.and adjusted by the National Geodetic Survey in June 1991..
 FB1408
 FB1408.The geoid height was determined by GEOID03.
 FB1408
 FB1408.The dynamic height is computed by dividing the NAVD 88
 FB1408.geopotential number by the normal gravity value computed on the
 FB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1408.degrees latitude (g = 980.6199 gals.).
 FB1408
 FB1408.The modeled gravity was interpolated from observed gravity values.
 FB1408
 FB1408;                    North         East    Units  Estimated Accuracy
 FB1408;SPC TN       -   168,530.      854,890.      MT  (+/- 180 meters Scaled)
 FB1408
 FB1408                          SUPERSEDED SURVEY CONTROL
 FB1408
 FB1408  NGVD 29 (??/??/92)  376.250  (m)         1234.41   (f) ADJ UNCH    2 0
 FB1408
 FB1408.Superseded values are not recommended for survey control.
 FB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1408.See file dsdata.txt to determine how the superseded data were derived.
 FB1408
 FB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV031660(NAD 83)
 FB1408_MARKER: DB = BENCH MARK DISK
 FB1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1408_STAMPING: T 239 1961
 FB1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1408+STABILITY: SURFACE MOTION
 FB1408
 FB1408  HISTORY     - Date     Condition        Report By
 FB1408  HISTORY     - 1961     MONUMENTED       CGS
 FB1408
 FB1408                          STATION DESCRIPTION
 FB1408
 FB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1408'2.3 MI NW FROM HARTFORD.
 FB1408'FROM THE POST OFFICE IN HARTFORD, GO 2.3 MILES NORTHWEST ON
 FB1408'PIGEON RIVER ROAD TO A SHARP CURVE.  THE BENCH MARK IS 0.3 MILE
 FB1408'WEST OF A BRIDGE OVER PIGEON RIVER AT A SHARP CURVE IN THE ROAD,
 FB1408'21 FT. EAST OF THE CENTER OF PIGEON RIVER ROAD AND 2.7 FT. SOUTH
 FB1408'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB1408'PROJECTING 3 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE
 FB1408'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1659 ***********************************************************************
 GC1659  DESIGNATION -  T 24
 GC1659  PID         -  GC1659
 GC1659  STATE/COUNTY-  TN/HOUSTON
 GC1659  USGS QUAD   -  STEWART (1982)
 GC1659
 GC1659                         *CURRENT SURVEY CONTROL
 GC1659  ___________________________________________________________________
 GC1659* NAD 83(1986)-  36 18 42.     (N)    087 46 21.     (W)     SCALED    
 GC1659* NAVD 88     -       226.095  (meters)     741.78   (feet)  ADJUSTED  
 GC1659  ___________________________________________________________________
 GC1659  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC1659  DYNAMIC HT  -         225.903 (meters)     741.15  (feet)  COMP
 GC1659  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 GC1659
 GC1659  VERT ORDER  -  SECOND    CLASS 0
 GC1659
 GC1659.The horizontal coordinates were scaled from a topographic map and have
 GC1659.an estimated accuracy of +/- 6 seconds.
 GC1659
 GC1659.The orthometric height was determined by differential leveling
 GC1659.and adjusted by the National Geodetic Survey in June 1991..
 GC1659
 GC1659.The geoid height was determined by GEOID03.
 GC1659
 GC1659.The dynamic height is computed by dividing the NAVD 88
 GC1659.geopotential number by the normal gravity value computed on the
 GC1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1659.degrees latitude (g = 980.6199 gals.).
 GC1659
 GC1659.The modeled gravity was interpolated from observed gravity values.
 GC1659
 GC1659;                    North         East    Units  Estimated Accuracy
 GC1659;SPC TN       -   220,940.      440,830.      MT  (+/- 180 meters Scaled)
 GC1659
 GC1659                          SUPERSEDED SURVEY CONTROL
 GC1659
 GC1659  NGVD 29 (??/??/92)  226.130  (m)          741.89   (f) ADJ UNCH    2 0
 GC1659
 GC1659.Superseded values are not recommended for survey control.
 GC1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1659.See file dsdata.txt to determine how the superseded data were derived.
 GC1659
 GC1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF306187(NAD 83)
 GC1659_MARKER: DB = BENCH MARK DISK
 GC1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1659_STAMPING: T 24 1934
 GC1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1659+STABILITY: SURFACE MOTION
 GC1659
 GC1659  HISTORY     - Date     Condition        Report By
 GC1659  HISTORY     - 1934     MONUMENTED       CGS
 GC1659  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1659  HISTORY     - 1987     GOOD             USPSQD
 GC1659
 GC1659                          STATION DESCRIPTION
 GC1659
 GC1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1659'AT TENNESSEE RIDGE.
 GC1659'AT TENNESSEE RIDGE, HOUSTON COUNTY, ON THE LOUISVILLE AND
 GC1659'NASHVILLE RAILROAD, 30 YARDS EAST OF THE STATION, 5 YARDS NORTH
 GC1659'OF THE CENTERLINE OF THE MAIN TRACK, AND BETWEEN TWO GUARD POST.
 GC1659'A STANDARD DISK, STAMPED T 24 1934 AND SET IN THE TOP OF A
 GC1659'CONCRETE POST.  NOTE-- RR STATION HAS BEEN REMOVED.  AREA APPEARS
 GC1659'TO HAVE BEEN USED AS A STORAGE AREA.  REFERENCES (GUARDRAILS)
 GC1659'DESTROYED.  POINT MAY STILL BE IN, BUT IS COVERED OVER.
 GC1659
 GC1659                          STATION RECOVERY (1972)
 GC1659
 GC1659'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1659'MARK NOT FOUND.
 GC1659
 GC1659                          STATION RECOVERY (1987)
 GC1659
 GC1659'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1082 ***********************************************************************
 GA1082  DESIGNATION -  T 241
 GA1082  PID         -  GA1082
 GA1082  STATE/COUNTY-  TN/WASHINGTON
 GA1082  USGS QUAD   -  LOVELACE (1971)
 GA1082
 GA1082                         *CURRENT SURVEY CONTROL
 GA1082  ___________________________________________________________________
 GA1082* NAD 83(1986)-  36 24 01.     (N)    082 37 34.     (W)     SCALED    
 GA1082* NAVD 88     -       498.140  (meters)    1634.31   (feet)  ADJUSTED  
 GA1082  ___________________________________________________________________
 GA1082  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1082  DYNAMIC HT  -         497.673 (meters)    1632.78  (feet)  COMP
 GA1082  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 GA1082
 GA1082  VERT ORDER  -  SECOND    CLASS 0
 GA1082
 GA1082.The horizontal coordinates were scaled from a topographic map and have
 GA1082.an estimated accuracy of +/- 6 seconds.
 GA1082
 GA1082.The orthometric height was determined by differential leveling
 GA1082.and adjusted by the National Geodetic Survey in June 1991..
 GA1082
 GA1082.The geoid height was determined by GEOID03.
 GA1082
 GA1082.The dynamic height is computed by dividing the NAVD 88
 GA1082.geopotential number by the normal gravity value computed on the
 GA1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1082.degrees latitude (g = 980.6199 gals.).
 GA1082
 GA1082.The modeled gravity was interpolated from observed gravity values.
 GA1082
 GA1082;                    North         East    Units  Estimated Accuracy
 GA1082;SPC TN       -   234,550.      902,600.      MT  (+/- 180 meters Scaled)
 GA1082
 GA1082                          SUPERSEDED SURVEY CONTROL
 GA1082
 GA1082  NGVD 29 (??/??/92)  498.274  (m)         1634.75   (f) ADJ UNCH    2 0
 GA1082
 GA1082.Superseded values are not recommended for survey control.
 GA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1082.See file dsdata.txt to determine how the superseded data were derived.
 GA1082
 GA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA541295(NAD 83)
 GA1082_MARKER: DB = BENCH MARK DISK
 GA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1082_STAMPING: T 241 1961
 GA1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1082+STABILITY: SURFACE MOTION
 GA1082
 GA1082  HISTORY     - Date     Condition        Report By
 GA1082  HISTORY     - 1961     MONUMENTED       CGS
 GA1082
 GA1082                          STATION DESCRIPTION
 GA1082
 GA1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1082'1 MI SW FROM FALL BRANCH.
 GA1082'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1082'STATE HIGHWAY 81 TO A CROSSROAD, THEN GO 0.55 MILE WEST ON A
 GA1082'GRAVELED ROAD TO A Y JUNCTION.  THE BENCH MARK IS 21 FT. EAST OF
 GA1082'THE CENTER OF THE JUNCTION, 6 FT. EAST OF THE EAST END OF A 2
 GA1082'FT. DRAIN PIPE UNDER THE ROAD, 0.8 FT. EAST OF A FENCE LINE, AND
 GA1082'1.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA1082'CONCRETE POST PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH THE
 GA1082'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0939 ***********************************************************************
 FC0939  DESIGNATION -  T 242
 FC0939  PID         -  FC0939
 FC0939  STATE/COUNTY-  TN/MCMINN
 FC0939  USGS QUAD   -  NIOTA (1990)
 FC0939
 FC0939                         *CURRENT SURVEY CONTROL
 FC0939  ___________________________________________________________________
 FC0939* NAD 83(1986)-  35 32 12.     (N)    084 34 54.     (W)     SCALED    
 FC0939* NAVD 88     -       265.619  (meters)     871.45   (feet)  ADJUSTED  
 FC0939  ___________________________________________________________________
 FC0939  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0939  DYNAMIC HT  -         265.357 (meters)     870.59  (feet)  COMP
 FC0939  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 FC0939
 FC0939  VERT ORDER  -  SECOND    CLASS 0
 FC0939
 FC0939.The horizontal coordinates were scaled from a topographic map and have
 FC0939.an estimated accuracy of +/- 6 seconds.
 FC0939
 FC0939.The orthometric height was determined by differential leveling
 FC0939.and adjusted by the National Geodetic Survey in June 1991..
 FC0939
 FC0939.The geoid height was determined by GEOID03.
 FC0939
 FC0939.The dynamic height is computed by dividing the NAVD 88
 FC0939.geopotential number by the normal gravity value computed on the
 FC0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0939.degrees latitude (g = 980.6199 gals.).
 FC0939
 FC0939.The modeled gravity was interpolated from observed gravity values.
 FC0939
 FC0939;                    North         East    Units  Estimated Accuracy
 FC0939;SPC TN       -   134,440.      728,620.      MT  (+/- 180 meters Scaled)
 FC0939
 FC0939                          SUPERSEDED SURVEY CONTROL
 FC0939
 FC0939  NGVD 29 (??/??/92)  265.691  (m)          871.69   (f) ADJ UNCH    2 0
 FC0939
 FC0939.Superseded values are not recommended for survey control.
 FC0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0939.See file dsdata.txt to determine how the superseded data were derived.
 FC0939
 FC0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE192352(NAD 83)
 FC0939_MARKER: DB = BENCH MARK DISK
 FC0939_SETTING: 66 = SET IN ROCK OUTCROP
 FC0939_SP_SET: BEDROCK
 FC0939_STAMPING: T 242 1961
 FC0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0939+STABILITY: POSITION/ELEVATION WELL
 FC0939
 FC0939  HISTORY     - Date     Condition        Report By
 FC0939  HISTORY     - 1961     MONUMENTED       CGS
 FC0939
 FC0939                          STATION DESCRIPTION
 FC0939
 FC0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0939'4.6 MI NW FROM NIOTA.
 FC0939'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0939'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.65
 FC0939'MILES NORTHWEST TO PROPOSED INTERSTATE HIGHWAY 75 JUST BEFORE
 FC0939'REACHING THE UNION MC MINN BAPTIST CHURCH, THEN TURN LEFT AND
 FC0939'GO 1.45 MILES SOUTHWEST ON PROPOSED INTERSTATE HIGHWAY 75.  THE
 FC0939'BENCH MARK IS ABOUT 600 FT. SOUTHEAST OF PROPOSED INTERSTATE 75,
 FC0939'28 FT. NORTHEAST OF A TREE THAT FORKS 4 WAYS AT THE BASE, 32 FT.
 FC0939'SOUTHEAST OF THE EAST GATE POST FOR A TRACK ROAD, 24 FT. EAST OF
 FC0939'A FENCE, 20 FT. SOUTH OF A SMALL CREEK BANK, AND 10.5 FT. EAST
 FC0939'OF A METAL WITNESS POST.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FC0939'TOP OF A LARGE ROCK OUTCROP PROJECTING 2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0586 ***********************************************************************
 FC0586  DESIGNATION -  T 243
 FC0586  PID         -  FC0586
 FC0586  STATE/COUNTY-  TN/BRADLEY
 FC0586  USGS QUAD   -  CHARLESTON (1980)
 FC0586
 FC0586                         *CURRENT SURVEY CONTROL
 FC0586  ___________________________________________________________________
 FC0586* NAD 83(1986)-  35 18 13.     (N)    084 47 10.     (W)     SCALED    
 FC0586* NAVD 88     -       211.141  (meters)     692.72   (feet)  ADJUSTED  
 FC0586  ___________________________________________________________________
 FC0586  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0586  DYNAMIC HT  -         210.934 (meters)     692.04  (feet)  COMP
 FC0586  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0586
 FC0586  VERT ORDER  -  SECOND    CLASS 0
 FC0586
 FC0586.The horizontal coordinates were scaled from a topographic map and have
 FC0586.an estimated accuracy of +/- 6 seconds.
 FC0586
 FC0586.The orthometric height was determined by differential leveling
 FC0586.and adjusted by the National Geodetic Survey in June 1991..
 FC0586
 FC0586.The geoid height was determined by GEOID03.
 FC0586
 FC0586.The dynamic height is computed by dividing the NAVD 88
 FC0586.geopotential number by the normal gravity value computed on the
 FC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0586.degrees latitude (g = 980.6199 gals.).
 FC0586
 FC0586.The modeled gravity was interpolated from observed gravity values.
 FC0586
 FC0586;                    North         East    Units  Estimated Accuracy
 FC0586;SPC TN       -   108,340.      710,400.      MT  (+/- 180 meters Scaled)
 FC0586
 FC0586                          SUPERSEDED SURVEY CONTROL
 FC0586
 FC0586  NGVD 29 (??/??/92)  211.192  (m)          692.89   (f) ADJ UNCH    2 0
 FC0586
 FC0586.Superseded values are not recommended for survey control.
 FC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0586.See file dsdata.txt to determine how the superseded data were derived.
 FC0586
 FC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE012089(NAD 83)
 FC0586_MARKER: DB = BENCH MARK DISK
 FC0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0586_SP_SET: CULVERT
 FC0586_STAMPING: T 243 1961
 FC0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0586
 FC0586  HISTORY     - Date     Condition        Report By
 FC0586  HISTORY     - 1961     MONUMENTED       CGS
 FC0586
 FC0586                          STATION DESCRIPTION
 FC0586
 FC0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0586'2.2 MI NW FROM CHARLESTON.
 FC0586'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON AN
 FC0586'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS TO
 FC0586'U.S. HIGHWAY 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0586'2.2 MILES TO THE MARK ON THE RIGHT.  A DISK SET IN THE SOUTHWEST
 FC0586'END OF THE SOUTHEAST HEADWALL OF A CULVERT WITH TWO OVAL SHAPED
 FC0586'TUBES THROUGH IT, THAT IS UNDER THE ENTRANCE ROAD TO THE OLIN
 FC0586'CHEMICALS DIVISION.  81 FEET EAST OF POWER LINE POLE WITH THREE
 FC0586'HIGH TENSION WIRES, 18.1 FEET SOUTHWEST OF CENTER OF ENTRANCE
 FC0586'ROAD TO OLIN CHEMICALS DIVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1211 ***********************************************************************
 FC1211  DESIGNATION -  T 244
 FC1211  PID         -  FC1211
 FC1211  STATE/COUNTY-  TN/BRADLEY
 FC1211  USGS QUAD   -  OOLTEWAH (1976)
 FC1211
 FC1211                         *CURRENT SURVEY CONTROL
 FC1211  ___________________________________________________________________
 FC1211* NAD 83(1986)-  35 06 26.     (N)    085 00 07.     (W)     SCALED    
 FC1211* NAVD 88     -       271.913  (meters)     892.10   (feet)  POSTED    
 FC1211  ___________________________________________________________________
 FC1211  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC1211  DYNAMIC HT  -         271.640 (meters)     891.21  (feet)  COMP
 FC1211  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 FC1211
 FC1211  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FC1211
 FC1211.The horizontal coordinates were scaled from a topographic map and have
 FC1211.an estimated accuracy of +/- 6 seconds.
 FC1211
 FC1211.The orthometric height was determined by differential leveling
 FC1211.and adjusted by the National Geodetic Survey in 1992..
 FC1211.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FC1211.rate of 4.1 thru 8.0 mm/km.
 FC1211
 FC1211.The geoid height was determined by GEOID03.
 FC1211
 FC1211.The dynamic height is computed by dividing the NAVD 88
 FC1211.geopotential number by the normal gravity value computed on the
 FC1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1211.degrees latitude (g = 980.6199 gals.).
 FC1211
 FC1211.The modeled gravity was interpolated from observed gravity values.
 FC1211
 FC1211;                    North         East    Units  Estimated Accuracy
 FC1211;SPC TN       -    86,330.      690,990.      MT  (+/- 180 meters Scaled)
 FC1211
 FC1211                          SUPERSEDED SURVEY CONTROL
 FC1211
 FC1211  NGVD 29 (??/??/92)  271.929  (m)          892.15   (f) ADJ UNCH    2 0
 FC1211
 FC1211.Superseded values are not recommended for survey control.
 FC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1211.See file dsdata.txt to determine how the superseded data were derived.
 FC1211
 FC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD821867(NAD 83)
 FC1211_MARKER: DB = BENCH MARK DISK
 FC1211_SETTING: 66 = SET IN ROCK OUTCROP
 FC1211_SP_SET: BEDROCK
 FC1211_STAMPING: T 244 1961
 FC1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1211+STABILITY: POSITION/ELEVATION WELL
 FC1211
 FC1211  HISTORY     - Date     Condition        Report By
 FC1211  HISTORY     - 1961     MONUMENTED       CGS
 FC1211  HISTORY     - 1962     GOOD             NGS
 FC1211  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1211  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1211
 FC1211                          STATION DESCRIPTION
 FC1211
 FC1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1211'1.1 MI SW FROM MC DONALD.
 FC1211'FROM THE POST OFFICE AT MC DONALD GO SOUTHWEST ON U.S. HIGHWAY 11
 FC1211'FOR 1.1 MILES TO A SIDE ROAD TO THE RIGHT AND THE MARK ON THE
 FC1211'RIGHT, ABOUT 200 FEET NORTH OF HIGHWAY 11, 30 FEET WEST OF THE
 FC1211'CENTER OF AN OILED ROAD, 10 FEET WEST OF A CUTBANK AND 1.6 FEET
 FC1211'SOUTH OF A WITNESS POST.  A STANDARD DISK SET IN A DRILLED HOLE
 FC1211'IN BEDROCK AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE OILED ROAD.
 FC1211
 FC1211                          STATION RECOVERY (1972)
 FC1211
 FC1211'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1211'MARK NOT FOUND.
 FC1211
 FC1211                          STATION RECOVERY (1983)
 FC1211
 FC1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1211'SEARCHED FOR, BUT NOT RECOVERED, NOT ENOUGH MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1281 ***********************************************************************
 FC1281  DESIGNATION -  T 245
 FC1281  PID         -  FC1281
 FC1281  STATE/COUNTY-  TN/HAMILTON
 FC1281  USGS QUAD   -  CHATTANOOGA (1976)
 FC1281
 FC1281                         *CURRENT SURVEY CONTROL
 FC1281  ___________________________________________________________________
 FC1281* NAD 83(1986)-  35 01 08.     (N)    085 16 51.     (W)     SCALED    
 FC1281* NAVD 88     -       201.265  (meters)     660.32   (feet)  ADJUSTED  
 FC1281  ___________________________________________________________________
 FC1281  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1281  DYNAMIC HT  -         201.066 (meters)     659.66  (feet)  COMP
 FC1281  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 FC1281
 FC1281  VERT ORDER  -  FIRST     CLASS II
 FC1281
 FC1281.The horizontal coordinates were scaled from a topographic map and have
 FC1281.an estimated accuracy of +/- 6 seconds.
 FC1281
 FC1281.The orthometric height was determined by differential leveling
 FC1281.and adjusted by the National Geodetic Survey in June 1991..
 FC1281
 FC1281.The geoid height was determined by GEOID03.
 FC1281
 FC1281.The dynamic height is computed by dividing the NAVD 88
 FC1281.geopotential number by the normal gravity value computed on the
 FC1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1281.degrees latitude (g = 980.6199 gals.).
 FC1281
 FC1281.The modeled gravity was interpolated from observed gravity values.
 FC1281
 FC1281;                    North         East    Units  Estimated Accuracy
 FC1281;SPC TN       -    76,310.      665,640.      MT  (+/- 180 meters Scaled)
 FC1281
 FC1281                          SUPERSEDED SURVEY CONTROL
 FC1281
 FC1281  NGVD 29 (??/??/92)  201.289  (m)          660.40   (f) ADJ UNCH    1 2
 FC1281
 FC1281.Superseded values are not recommended for survey control.
 FC1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1281.See file dsdata.txt to determine how the superseded data were derived.
 FC1281
 FC1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD568764(NAD 83)
 FC1281_MARKER: DB = BENCH MARK DISK
 FC1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1281_SP_SET: BUILDING
 FC1281_STAMPING: T 245 1962
 FC1281_MARK LOGO: CGS   
 FC1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1281+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 FC1281
 FC1281  HISTORY     - Date     Condition        Report By
 FC1281  HISTORY     - 1962     MONUMENTED       CGS
 FC1281  HISTORY     - 1972     GOOD             TVA
 FC1281  HISTORY     - 1983     GOOD             NGS
 FC1281  HISTORY     - 1990     GOOD             USPSQD
 FC1281  HISTORY     - 20040913 GOOD             USPSQD
 FC1281
 FC1281                          STATION DESCRIPTION
 FC1281
 FC1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1281'IN CHATTANOOGA.
 FC1281'TO REACH THE MARK FROM THE BRIDGE OVER BROAD STREET ON THE
 FC1281'INTERSTATE HIGHWAY GO SOUTHEAST ON THE INTERSTATE HIGHWAY FOR
 FC1281'0.95 MILE TO 23RD STREET, THENCE SOUTHEAST 1.2 MILES TO THE
 FC1281'MARK SET IN THE SOUTHWEST CORNER OF THE U.S. ARMY RESERVE
 FC1281'TRAINING CENTER BUILDING, 100 FEET NORTH OF THE CENTER OF
 FC1281'23RD STREET, 7.8 FEET EAST OF CENTER OF SIDEWALK, 5.9 FEET NORTH
 FC1281'OF SOUTHWEST CORNER OF BLDG., A STANDARD DISK SET VERTICALLY
 FC1281'IN A BUILDING AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 FC1281
 FC1281                          STATION RECOVERY (1972)
 FC1281
 FC1281'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1281'RECOVERED IN GOOD CONDITION.
 FC1281
 FC1281                          STATION RECOVERY (1983)
 FC1281
 FC1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1281'RECOVERED IN GOOD CONDITION.
 FC1281
 FC1281                          STATION RECOVERY (1990)
 FC1281
 FC1281'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1281'RECOVERED IN GOOD CONDITION.
 FC1281
 FC1281                          STATION RECOVERY (2004)
 FC1281
 FC1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0258 ***********************************************************************
 FD0258  DESIGNATION -  T 246
 FD0258  PID         -  FD0258
 FD0258  STATE/COUNTY-  TN/COFFEE
 FD0258  USGS QUAD   -  MANCHESTER (1972)
 FD0258
 FD0258                         *CURRENT SURVEY CONTROL
 FD0258  ___________________________________________________________________
 FD0258* NAD 83(1986)-  35 27 45.     (N)    086 03 54.     (W)     SCALED    
 FD0258* NAVD 88     -       318.953  (meters)    1046.43   (feet)  ADJUSTED  
 FD0258  ___________________________________________________________________
 FD0258  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD0258  DYNAMIC HT  -         318.647 (meters)    1045.43  (feet)  COMP
 FD0258  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 FD0258
 FD0258  VERT ORDER  -  SECOND    CLASS 0
 FD0258
 FD0258.The horizontal coordinates were scaled from a topographic map and have
 FD0258.an estimated accuracy of +/- 6 seconds.
 FD0258
 FD0258.The orthometric height was determined by differential leveling
 FD0258.and adjusted by the National Geodetic Survey in June 1991..
 FD0258
 FD0258.The geoid height was determined by GEOID03.
 FD0258
 FD0258.The dynamic height is computed by dividing the NAVD 88
 FD0258.geopotential number by the normal gravity value computed on the
 FD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0258.degrees latitude (g = 980.6199 gals.).
 FD0258
 FD0258.The modeled gravity was interpolated from observed gravity values.
 FD0258
 FD0258;                    North         East    Units  Estimated Accuracy
 FD0258;SPC TN       -   125,280.      594,100.      MT  (+/- 180 meters Scaled)
 FD0258
 FD0258                          SUPERSEDED SURVEY CONTROL
 FD0258
 FD0258  NGVD 29 (??/??/92)  318.948  (m)         1046.42   (f) ADJ UNCH    2 0
 FD0258
 FD0258.Superseded values are not recommended for survey control.
 FD0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0258.See file dsdata.txt to determine how the superseded data were derived.
 FD0258
 FD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE848247(NAD 83)
 FD0258_MARKER: DB = BENCH MARK DISK
 FD0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0258_SP_SET: BRIDGE
 FD0258_STAMPING: T 246 1962
 FD0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0258
 FD0258  HISTORY     - Date     Condition        Report By
 FD0258  HISTORY     - 1962     MONUMENTED       CGS
 FD0258
 FD0258                          STATION DESCRIPTION
 FD0258
 FD0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD0258'2 MI SE FROM MANCHESTER.
 FD0258'TO REACH THE MARK FROM THE CITY HALL IN MANCHESTER, GO SOUTHEAST
 FD0258'ON U.S. HIGHWAY 41 FOR 2.0 MILES TO THE MARK SET IN THE SOUTHWEST
 FD0258'WINGWALL OF A BRIDGE OVER HUKLEBERRY CREEK, 18.0 FEET SOUTH OF
 FD0258'CENTER LINE OF HIGHWAY.  A STANDARD BENCH MARK DISK DRILLED IN
 FD0258'A BRIDGE AND IS ABOUT ONE FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2183 ***********************************************************************
 GA2183  DESIGNATION -  T 247
 GA2183  PID         -  GA2183
 GA2183  STATE/COUNTY-  TN/JEFFERSON
 GA2183  USGS QUAD   -  NEW MARKET (1987)
 GA2183
 GA2183                         *CURRENT SURVEY CONTROL
 GA2183  ___________________________________________________________________
 GA2183* NAD 83(1986)-  36 06 31.     (N)    083 31 11.     (W)     SCALED    
 GA2183* NAVD 88     -       386.824  (meters)    1269.11   (feet)  ADJUSTED  
 GA2183  ___________________________________________________________________
 GA2183  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA2183  DYNAMIC HT  -         386.467 (meters)    1267.93  (feet)  COMP
 GA2183  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 GA2183
 GA2183  VERT ORDER  -  FIRST     CLASS I
 GA2183
 GA2183.The horizontal coordinates were scaled from a topographic map and have
 GA2183.an estimated accuracy of +/- 6 seconds.
 GA2183
 GA2183.The orthometric height was determined by differential leveling
 GA2183.and adjusted by the National Geodetic Survey in June 1991..
 GA2183
 GA2183.The geoid height was determined by GEOID03.
 GA2183
 GA2183.The dynamic height is computed by dividing the NAVD 88
 GA2183.geopotential number by the normal gravity value computed on the
 GA2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2183.degrees latitude (g = 980.6199 gals.).
 GA2183
 GA2183.The modeled gravity was interpolated from observed gravity values.
 GA2183
 GA2183;                    North         East    Units  Estimated Accuracy
 GA2183;SPC TN       -   199,800.      823,290.      MT  (+/- 180 meters Scaled)
 GA2183
 GA2183                          SUPERSEDED SURVEY CONTROL
 GA2183
 GA2183  NGVD 29 (??/??/92)  386.954  (m)         1269.53   (f) ADJ UNCH    1 1
 GA2183
 GA2183.Superseded values are not recommended for survey control.
 GA2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2183.See file dsdata.txt to determine how the superseded data were derived.
 GA2183
 GA2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV731989(NAD 83)
 GA2183_MARKER: DB = BENCH MARK DISK
 GA2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2183_STAMPING: T 247 1967
 GA2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2183+STABILITY: SURFACE MOTION
 GA2183
 GA2183  HISTORY     - Date     Condition        Report By
 GA2183  HISTORY     - 1967     MONUMENTED       CGS
 GA2183
 GA2183                          STATION DESCRIPTION
 GA2183
 GA2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2183'1.7 MI SW FROM JEFFERSON CITY.
 GA2183'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2183'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, ALSO ABOUT
 GA2183'1.8 MILES SOUTHWEST ALONG THE ANDREW JOHNSON HIGHWAY FROM THE
 GA2183'POST OFFICE AT JEFFERSON CITY, ABOUT 135 YARDS SOUTHWEST OF
 GA2183'THE INTERSECTION OF THE ROAD AND THE EASTBOUND LANE OF THE
 GA2183'HIGHWAY, NEAR THE JUNCTION OF A DRIVEWAY LEADING TO THE
 GA2183'COACHMAN INN, 65 FEET WEST OF THE WEST EDGE OF A ROUND 35-FOOT
 GA2183'HIGH WATER TANK, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA2183'EASTBOUND LANE OF THE HIGHWAY, 1.3 FEET NORTHEAST OF A METAL
 GA2183'WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 GA2183'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GA2183'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2228 ***********************************************************************
 GA2228  DESIGNATION -  T 248
 GA2228  PID         -  GA2228
 GA2228  STATE/COUNTY-  TN/KNOX
 GA2228  USGS QUAD   -  JOHN SEVIER (1992)
 GA2228
 GA2228                         *CURRENT SURVEY CONTROL
 GA2228  ___________________________________________________________________
 GA2228* NAD 83(1986)-  36 02 43.     (N)    083 47 26.     (W)     SCALED    
 GA2228* NAVD 88     -       263.301  (meters)     863.85   (feet)  ADJUSTED  
 GA2228  ___________________________________________________________________
 GA2228  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2228  DYNAMIC HT  -         263.060 (meters)     863.06  (feet)  COMP
 GA2228  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 GA2228
 GA2228  VERT ORDER  -  FIRST     CLASS I
 GA2228
 GA2228.The horizontal coordinates were scaled from a topographic map and have
 GA2228.an estimated accuracy of +/- 6 seconds.
 GA2228
 GA2228.The orthometric height was determined by differential leveling
 GA2228.and adjusted by the National Geodetic Survey in June 1991..
 GA2228
 GA2228.The geoid height was determined by GEOID03.
 GA2228
 GA2228.The dynamic height is computed by dividing the NAVD 88
 GA2228.geopotential number by the normal gravity value computed on the
 GA2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2228.degrees latitude (g = 980.6199 gals.).
 GA2228
 GA2228.The modeled gravity was interpolated from observed gravity values.
 GA2228
 GA2228;                    North         East    Units  Estimated Accuracy
 GA2228;SPC TN       -   192,190.      799,070.      MT  (+/- 180 meters Scaled)
 GA2228
 GA2228                          SUPERSEDED SURVEY CONTROL
 GA2228
 GA2228  NGVD 29 (??/??/92)  263.433  (m)          864.28   (f) ADJ UNCH    1 1
 GA2228
 GA2228.Superseded values are not recommended for survey control.
 GA2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2228.See file dsdata.txt to determine how the superseded data were derived.
 GA2228
 GA2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV486925(NAD 83)
 GA2228_MARKER: DB = BENCH MARK DISK
 GA2228_SETTING: 66 = SET IN ROCK OUTCROP
 GA2228_SP_SET: ROCK CUT
 GA2228_STAMPING: T 248 1967
 GA2228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2228+STABILITY: POSITION/ELEVATION WELL
 GA2228
 GA2228  HISTORY     - Date     Condition        Report By
 GA2228  HISTORY     - 1967     MONUMENTED       CGS
 GA2228
 GA2228                          STATION DESCRIPTION
 GA2228
 GA2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2228'9.8 MI NE FROM KNOXVILLE.
 GA2228'ABOUT 9.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2228'STATION AT KNOXVILLE, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION
 GA2228'OF ELLISTOWN ROAD LEADING NORTHWEST, ABOUT 13 RAILS SOUTHWEST OF
 GA2228'MILEPOST 121, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT
 GA2228'WHICH IS 55 FEET LONG AND 12 FEET HIGH, 10 FEET NORTHWEST OF THE
 GA2228'NORTHWEST RAIL OF THE WESTBOUND TRACK, 2 FEET ABOVE THE LEVEL OF
 GA2228'THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0713 ***********************************************************************
 FC0713  DESIGNATION -  T 249
 FC0713  PID         -  FC0713
 FC0713  STATE/COUNTY-  TN/ROANE
 FC0713  USGS QUAD   -  HARRIMAN (1980)
 FC0713
 FC0713                         *CURRENT SURVEY CONTROL
 FC0713  ___________________________________________________________________
 FC0713* NAD 83(1986)-  35 56 36.     (N)    084 32 20.     (W)     SCALED    
 FC0713* NAVD 88     -       230.988  (meters)     757.83   (feet)  ADJUSTED  
 FC0713  ___________________________________________________________________
 FC0713  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0713  DYNAMIC HT  -         230.776 (meters)     757.14  (feet)  COMP
 FC0713  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FC0713
 FC0713  VERT ORDER  -  FIRST     CLASS I
 FC0713
 FC0713.The horizontal coordinates were scaled from a topographic map and have
 FC0713.an estimated accuracy of +/- 6 seconds.
 FC0713
 FC0713.The orthometric height was determined by differential leveling
 FC0713.and adjusted by the National Geodetic Survey in June 1991..
 FC0713
 FC0713.The geoid height was determined by GEOID03.
 FC0713
 FC0713.The dynamic height is computed by dividing the NAVD 88
 FC0713.geopotential number by the normal gravity value computed on the
 FC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0713.degrees latitude (g = 980.6199 gals.).
 FC0713
 FC0713.The modeled gravity was interpolated from observed gravity values.
 FC0713
 FC0713;                    North         East    Units  Estimated Accuracy
 FC0713;SPC TN       -   179,610.      731,820.      MT  (+/- 180 meters Scaled)
 FC0713
 FC0713                          SUPERSEDED SURVEY CONTROL
 FC0713
 FC0713  NGVD 29 (??/??/92)  231.105  (m)          758.22   (f) ADJ UNCH    1 1
 FC0713
 FC0713.Superseded values are not recommended for survey control.
 FC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0713.See file dsdata.txt to determine how the superseded data were derived.
 FC0713
 FC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE219804(NAD 83)
 FC0713_MARKER: DB = BENCH MARK DISK
 FC0713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0713_STAMPING: T 249 1967
 FC0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0713
 FC0713  HISTORY     - Date     Condition        Report By
 FC0713  HISTORY     - 1967     MONUMENTED       CGS
 FC0713  HISTORY     - 1968     GOOD             NGS
 FC0713  HISTORY     - 1972     GOOD             TVA
 FC0713
 FC0713                          STATION DESCRIPTION
 FC0713
 FC0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0713'1 MI NE FROM HARRIMAN.
 FC0713'ABOUT 0.1 MILE NORTHEAST ALONG ROANE STREET FROM THE POST
 FC0713'OFFICE AT HARRIMAN, THENCE 0.1 MILE NORTHWEST ALONG CRESCENT
 FC0713'STREET, THENCE 0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY,
 FC0713'4 RAILS NORTHEAST OF THE NORTHEAST END OF A RAILROAD BRIDGE
 FC0713'OVER AN EMBAYMENT OF WATTS BAR LAKE, 26 1/2 FEET NORTHWEST
 FC0713'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 50 1/2 FEET NORTHEAST
 FC0713'OF THE EAST LEG OF PYLON NUMBER 9, 9 1/2 FEET SOUTH OF THE
 FC0713'SOUTH CORNER OF A BRICK BUILDING, 3 1/2 FEET SOUTHEAST OF A
 FC0713'CORNER FENCE POST FOR A CHAIN LINK FENCE, 1.0 FEET NORTH OF A
 FC0713'METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK,
 FC0713'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS ENCASED
 FC0713'IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES.
 FC0713
 FC0713                          STATION RECOVERY (1972)
 FC0713
 FC0713'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1374 ***********************************************************************
 GC1374  DESIGNATION -  T 25
 GC1374  PID         -  GC1374
 GC1374  STATE/COUNTY-  TN/MONTGOMERY
 GC1374  USGS QUAD   -  SLAYDEN (1983)
 GC1374
 GC1374                         *CURRENT SURVEY CONTROL
 GC1374  ___________________________________________________________________
 GC1374* NAD 83(1986)-  36 22 14.     (N)    087 24 03.     (W)     SCALED    
 GC1374* NAVD 88     -       170.020  (meters)     557.81   (feet)  ADJUSTED  
 GC1374  ___________________________________________________________________
 GC1374  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1374  DYNAMIC HT  -         169.876 (meters)     557.33  (feet)  COMP
 GC1374  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GC1374
 GC1374  VERT ORDER  -  SECOND    CLASS 0
 GC1374
 GC1374.The horizontal coordinates were scaled from a topographic map and have
 GC1374.an estimated accuracy of +/- 6 seconds.
 GC1374
 GC1374.The orthometric height was determined by differential leveling
 GC1374.and adjusted by the National Geodetic Survey in June 1991..
 GC1374
 GC1374.The geoid height was determined by GEOID03.
 GC1374
 GC1374.The dynamic height is computed by dividing the NAVD 88
 GC1374.geopotential number by the normal gravity value computed on the
 GC1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1374.degrees latitude (g = 980.6199 gals.).
 GC1374
 GC1374.The modeled gravity was interpolated from observed gravity values.
 GC1374
 GC1374;                    North         East    Units  Estimated Accuracy
 GC1374;SPC TN       -   226,930.      474,300.      MT  (+/- 180 meters Scaled)
 GC1374
 GC1374                          SUPERSEDED SURVEY CONTROL
 GC1374
 GC1374  NGVD 29 (??/??/92)  170.061  (m)          557.94   (f) ADJ UNCH    2 0
 GC1374
 GC1374.Superseded values are not recommended for survey control.
 GC1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1374.See file dsdata.txt to determine how the superseded data were derived.
 GC1374
 GC1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF640251(NAD 83)
 GC1374_MARKER: DB = BENCH MARK DISK
 GC1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1374_STAMPING: 558.214 T 25 1934
 GC1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1374+STABILITY: SURFACE MOTION
 GC1374
 GC1374  HISTORY     - Date     Condition        Report By
 GC1374  HISTORY     - 1934     MONUMENTED       CGS
 GC1374  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC1374
 GC1374                          STATION DESCRIPTION
 GC1374
 GC1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC1374'AT LOUISE.
 GC1374'AT LOUISE, MONTGOMERY COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1374'NASHVILLE RAILROAD, 65 YARDS SOUTHWEST OF A WATER TANK, AT A
 GC1374'GRAVEL-ROAD CROSSING, 10 YARDS SOUTHWEST OF THE CENTERLINE OF THE
 GC1374'ROAD, AND 5 YARDS SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED.
 GC1374'A STANDARD DISK, STAMPED 558.214 T 25 1934 AND SET IN THE TOP
 GC1374'OF A CONCRETE POST.  NOTE-- THIS MARK IS PROBABLY COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0862 ***********************************************************************
 GB0862  DESIGNATION -  T 250
 GB0862  PID         -  GB0862
 GB0862  STATE/COUNTY-  TN/MORGAN
 GB0862  USGS QUAD   -  LANCING (1984)
 GB0862
 GB0862                         *CURRENT SURVEY CONTROL
 GB0862  ___________________________________________________________________
 GB0862* NAD 83(1986)-  36 04 40.     (N)    084 38 34.     (W)     SCALED    
 GB0862* NAVD 88     -       290.282  (meters)     952.37   (feet)  ADJUSTED  
 GB0862  ___________________________________________________________________
 GB0862  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0862  DYNAMIC HT  -         290.021 (meters)     951.51  (feet)  COMP
 GB0862  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GB0862
 GB0862  VERT ORDER  -  FIRST     CLASS I
 GB0862
 GB0862.The horizontal coordinates were scaled from a topographic map and have
 GB0862.an estimated accuracy of +/- 6 seconds.
 GB0862
 GB0862.The orthometric height was determined by differential leveling
 GB0862.and adjusted by the National Geodetic Survey in June 1991..
 GB0862
 GB0862.The geoid height was determined by GEOID03.
 GB0862
 GB0862.The dynamic height is computed by dividing the NAVD 88
 GB0862.geopotential number by the normal gravity value computed on the
 GB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0862.degrees latitude (g = 980.6199 gals.).
 GB0862
 GB0862.The modeled gravity was interpolated from observed gravity values.
 GB0862
 GB0862;                    North         East    Units  Estimated Accuracy
 GB0862;SPC TN       -   194,390.      722,240.      MT  (+/- 180 meters Scaled)
 GB0862
 GB0862                          SUPERSEDED SURVEY CONTROL
 GB0862
 GB0862  NGVD 29 (??/??/92)  290.399  (m)          952.75   (f) ADJ UNCH    1 1
 GB0862
 GB0862.Superseded values are not recommended for survey control.
 GB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0862.See file dsdata.txt to determine how the superseded data were derived.
 GB0862
 GB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE122951(NAD 83)
 GB0862_MARKER: DB = BENCH MARK DISK
 GB0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0862_SP_SET: ABUTMENT
 GB0862_STAMPING: T 250 1968
 GB0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0862
 GB0862  HISTORY     - Date     Condition        Report By
 GB0862  HISTORY     - 1968     MONUMENTED       CGS
 GB0862
 GB0862                          STATION DESCRIPTION
 GB0862
 GB0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0862'3.8 MI S FROM LANCING.
 GB0862'ABOUT 3.85 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0862'AT LANCING, 0.3 MILE NORTH OF THE NORTH END OF TUNNEL NUMBER 24,
 GB0862'0.2 MILE SOUTH OF THE SOUTH END OF A TUNNEL, 50 FEET NORTHEAST
 GB0862'AND ACROSS THE TRACK FROM MILEPOST 245, SET IN THE TOP OF THE EAST
 GB0862'END OF THE SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER EMORY
 GB0862'RIVER, 15 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET BELOW THE
 GB0862'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0391 ***********************************************************************
 FC0391  DESIGNATION -  T 256
 FC0391  PID         -  FC0391
 FC0391  STATE/COUNTY-  TN/BRADLEY
 FC0391  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0391
 FC0391                         *CURRENT SURVEY CONTROL
 FC0391  ___________________________________________________________________
 FC0391* NAD 83(1986)-  35 12 44.     (N)    084 48 19.     (W)     SCALED    
 FC0391* NAVD 88     -       246.875  (meters)     809.96   (feet)  ADJUSTED  
 FC0391  ___________________________________________________________________
 FC0391  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0391  DYNAMIC HT  -         246.633 (meters)     809.16  (feet)  COMP
 FC0391  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 FC0391
 FC0391  VERT ORDER  -  FIRST     CLASS I
 FC0391
 FC0391.The horizontal coordinates were scaled from a topographic map and have
 FC0391.an estimated accuracy of +/- 6 seconds.
 FC0391
 FC0391.The orthometric height was determined by differential leveling
 FC0391.and adjusted by the National Geodetic Survey in June 1991..
 FC0391
 FC0391.The geoid height was determined by GEOID03.
 FC0391
 FC0391.The dynamic height is computed by dividing the NAVD 88
 FC0391.geopotential number by the normal gravity value computed on the
 FC0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0391.degrees latitude (g = 980.6199 gals.).
 FC0391
 FC0391.The modeled gravity was interpolated from observed gravity values.
 FC0391
 FC0391;                    North         East    Units  Estimated Accuracy
 FC0391;SPC TN       -    98,180.      708,780.      MT  (+/- 180 meters Scaled)
 FC0391
 FC0391                          SUPERSEDED SURVEY CONTROL
 FC0391
 FC0391  NGVD 29 (??/??/92)  246.900  (m)          810.04   (f) ADJ UNCH    1 1
 FC0391
 FC0391.Superseded values are not recommended for survey control.
 FC0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0391.See file dsdata.txt to determine how the superseded data were derived.
 FC0391
 FC0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD997987(NAD 83)
 FC0391_MARKER: DB = BENCH MARK DISK
 FC0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0391_SP_SET: CULVERT
 FC0391_STAMPING: T 256 1968
 FC0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0391
 FC0391  HISTORY     - Date     Condition        Report By
 FC0391  HISTORY     - 1968     MONUMENTED       CGS
 FC0391  HISTORY     - 1983     GOOD             USPSQD
 FC0391
 FC0391                          STATION DESCRIPTION
 FC0391
 FC0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0391'6.2 MI NE FROM CLEVELAND.
 FC0391'ABOUT 6.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0391'STATION AT CLEVELAND, THENCE ABOUT 0.2 MILE NORTHWEST ALONG TASSO
 FC0391'ROAD, AT THE SMALL VILLAGE OF TASSO, AT THE JUNCTION OF TASSO ROAD
 FC0391'AND TASSO LANE, SET IN THE TOP OF THE NORTHEAST END OF THE
 FC0391'SOUTHEAST HEAD WALL TO A 10-FOOT CONCRETE BOX CULVERT UNDER THE
 FC0391'NORTHWEST LEG OF THE LANE, 91 FEET NORTHEAST OF AND ACROSS THE
 FC0391'ROAD FROM THE NORTH CORNER OF THE METHODIST CHURCH, 31 FEET
 FC0391'NORTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET SOUTHEAST OF
 FC0391'THE CENTER LINE OF THE NORTHWEST LEG OF THE LANE AND ABOUT
 FC0391'LEVEL WITH THE LANE.
 FC0391
 FC0391                          STATION RECOVERY (1983)
 FC0391
 FC0391'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0437 ***********************************************************************
 FC0437  DESIGNATION -  T 257
 FC0437  PID         -  FC0437
 FC0437  STATE/COUNTY-  TN/MCMINN
 FC0437  USGS QUAD   -  ATHENS (1990)
 FC0437
 FC0437                         *CURRENT SURVEY CONTROL
 FC0437  ___________________________________________________________________
 FC0437* NAD 83(1986)-  35 26 24.     (N)    084 36 02.     (W)     SCALED    
 FC0437* NAVD 88     -       275.192  (meters)     902.86   (feet)  ADJUSTED  
 FC0437  ___________________________________________________________________
 FC0437  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0437  DYNAMIC HT  -         274.925 (meters)     901.98  (feet)  COMP
 FC0437  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 FC0437
 FC0437  VERT ORDER  -  FIRST     CLASS I
 FC0437
 FC0437.The horizontal coordinates were scaled from a topographic map and have
 FC0437.an estimated accuracy of +/- 6 seconds.
 FC0437
 FC0437.The orthometric height was determined by differential leveling
 FC0437.and adjusted by the National Geodetic Survey in June 1991..
 FC0437
 FC0437.The geoid height was determined by GEOID03.
 FC0437
 FC0437.The dynamic height is computed by dividing the NAVD 88
 FC0437.geopotential number by the normal gravity value computed on the
 FC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0437.degrees latitude (g = 980.6199 gals.).
 FC0437
 FC0437.The modeled gravity was interpolated from observed gravity values.
 FC0437
 FC0437;                    North         East    Units  Estimated Accuracy
 FC0437;SPC TN       -   123,690.      727,060.      MT  (+/- 180 meters Scaled)
 FC0437
 FC0437                          SUPERSEDED SURVEY CONTROL
 FC0437
 FC0437  NGVD 29 (??/??/92)  275.243  (m)          903.03   (f) ADJ UNCH    1 1
 FC0437
 FC0437.Superseded values are not recommended for survey control.
 FC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0437.See file dsdata.txt to determine how the superseded data were derived.
 FC0437
 FC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE177244(NAD 83)
 FC0437_MARKER: DB = BENCH MARK DISK
 FC0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0437_SP_SET: BUILDING
 FC0437_STAMPING: T 257 1968
 FC0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0437
 FC0437  HISTORY     - Date     Condition        Report By
 FC0437  HISTORY     - 1968     MONUMENTED       CGS
 FC0437
 FC0437                          STATION DESCRIPTION
 FC0437
 FC0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0437'AT ATHENS.
 FC0437'AT ATHENS, ABOUT 0.5 MILE WEST ALONG BUSINESS U.S. HIGHWAY
 FC0437'11 FROM THE COUNTY COURTHOUSE, SET VERTICALLY IN THE SOUTH FACE
 FC0437'OF THE SOUTHWEST CORNER OF THE CONCRETE PORTION OF THE THREE-STORIED
 FC0437'WING OF THE MC MINN COUNTY HIGH SCHOOL, 97 FEET WEST OF THE
 FC0437'WEST CURB OF THE HIGHWAY, 1.5 FEET EAST OF THE SOUTHWEST CORNER
 FC0437'OF THE SCHOOL, AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0878 ***********************************************************************
 FC0878  DESIGNATION -  T 258
 FC0878  PID         -  FC0878
 FC0878  STATE/COUNTY-  TN/MCMINN
 FC0878  USGS QUAD   -  NIOTA (1990)
 FC0878
 FC0878                         *CURRENT SURVEY CONTROL
 FC0878  ___________________________________________________________________
 FC0878* NAD 83(1986)-  35 34 14.     (N)    084 30 04.     (W)     SCALED    
 FC0878* NAVD 88     -       287.365  (meters)     942.80   (feet)  ADJUSTED  
 FC0878  ___________________________________________________________________
 FC0878  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0878  DYNAMIC HT  -         287.084 (meters)     941.87  (feet)  COMP
 FC0878  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0878
 FC0878  VERT ORDER  -  FIRST     CLASS I
 FC0878
 FC0878.The horizontal coordinates were scaled from a topographic map and have
 FC0878.an estimated accuracy of +/- 6 seconds.
 FC0878
 FC0878.The orthometric height was determined by differential leveling
 FC0878.and adjusted by the National Geodetic Survey in June 1991..
 FC0878
 FC0878.The geoid height was determined by GEOID03.
 FC0878
 FC0878.The dynamic height is computed by dividing the NAVD 88
 FC0878.geopotential number by the normal gravity value computed on the
 FC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0878.degrees latitude (g = 980.6199 gals.).
 FC0878
 FC0878.The modeled gravity was interpolated from observed gravity values.
 FC0878
 FC0878;                    North         East    Units  Estimated Accuracy
 FC0878;SPC TN       -   138,310.      735,860.      MT  (+/- 180 meters Scaled)
 FC0878
 FC0878                          SUPERSEDED SURVEY CONTROL
 FC0878
 FC0878  NGVD 29 (??/??/92)  287.433  (m)          943.02   (f) ADJ UNCH    1 1
 FC0878
 FC0878.Superseded values are not recommended for survey control.
 FC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0878.See file dsdata.txt to determine how the superseded data were derived.
 FC0878
 FC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE264391(NAD 83)
 FC0878_MARKER: DB = BENCH MARK DISK
 FC0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0878_SP_SET: CULVERT
 FC0878_STAMPING: T 258 1968
 FC0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0878
 FC0878  HISTORY     - Date     Condition        Report By
 FC0878  HISTORY     - 1968     MONUMENTED       CGS
 FC0878
 FC0878                          STATION DESCRIPTION
 FC0878
 FC0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0878'3.2 MI SW FROM SWEETWATER.
 FC0878'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0878'OFFICE AT SWEETWATER, ABOUT 112 YARDS SOUTHWEST OF THE
 FC0878'MC MINN-MONROE COUNTY LINE, SET IN THE TOP OF THE SOUTHWEST END
 FC0878'OF THE NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT, 25
 FC0878'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST
 FC0878'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE
 FC0878'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0069 ***********************************************************************
 FC0069  DESIGNATION -  T 259
 FC0069  PID         -  FC0069
 FC0069  STATE/COUNTY-  TN/LOUDON
 FC0069  USGS QUAD   -  LENOIR CITY (1986)
 FC0069
 FC0069                         *CURRENT SURVEY CONTROL
 FC0069  ___________________________________________________________________
 FC0069* NAD 83(1986)-  35 47 42.     (N)    084 15 16.     (W)     SCALED    
 FC0069* NAVD 88     -       245.005  (meters)     803.82   (feet)  ADJUSTED  
 FC0069  ___________________________________________________________________
 FC0069  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0069  DYNAMIC HT  -         244.772 (meters)     803.06  (feet)  COMP
 FC0069  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FC0069
 FC0069  VERT ORDER  -  FIRST     CLASS I
 FC0069
 FC0069.The horizontal coordinates were scaled from a topographic map and have
 FC0069.an estimated accuracy of +/- 6 seconds.
 FC0069
 FC0069.The orthometric height was determined by differential leveling
 FC0069.and adjusted by the National Geodetic Survey in June 1991..
 FC0069
 FC0069.The geoid height was determined by GEOID03.
 FC0069
 FC0069.The dynamic height is computed by dividing the NAVD 88
 FC0069.geopotential number by the normal gravity value computed on the
 FC0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0069.degrees latitude (g = 980.6199 gals.).
 FC0069
 FC0069.The modeled gravity was interpolated from observed gravity values.
 FC0069
 FC0069;                    North         East    Units  Estimated Accuracy
 FC0069;SPC TN       -   163,580.      757,780.      MT  (+/- 180 meters Scaled)
 FC0069
 FC0069                          SUPERSEDED SURVEY CONTROL
 FC0069
 FC0069  NGVD 29 (??/??/92)  245.117  (m)          804.19   (f) ADJ UNCH    1 1
 FC0069
 FC0069.Superseded values are not recommended for survey control.
 FC0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0069.See file dsdata.txt to determine how the superseded data were derived.
 FC0069
 FC0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE481646(NAD 83)
 FC0069_MARKER: DB = BENCH MARK DISK
 FC0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0069_SP_SET: PIER
 FC0069_STAMPING: T 259 1968
 FC0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0069
 FC0069  HISTORY     - Date     Condition        Report By
 FC0069  HISTORY     - 1968     MONUMENTED       CGS
 FC0069
 FC0069                          STATION DESCRIPTION
 FC0069
 FC0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0069'AT LENOIR CITY.
 FC0069'AT LENOIR CITY, ABOUT 0.75 MILE NORTHEAST ALONG THE SOUTHERN
 FC0069'RAILWAY FROM THE STATION, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST
 FC0069'153, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHWEST LEG
 FC0069'OF THE NORTHWEST PIER OF THE FORT LOUDOUN DAM ROAD OVERPASS OVER
 FC0069'THE TRACK, 24 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC0069'TRACK, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 1/2
 FC0069'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1636 ***********************************************************************
 GC1636  DESIGNATION -  T 26
 GC1636  PID         -  GC1636
 GC1636  STATE/COUNTY-  TN/HUMPHREYS
 GC1636  USGS QUAD   -  HALLS CREEK (1973)
 GC1636
 GC1636                         *CURRENT SURVEY CONTROL
 GC1636  ___________________________________________________________________
 GC1636* NAD 83(1986)-  36 09 48.     (N)    087 45 16.     (W)     SCALED    
 GC1636* NAVD 88     -       143.836  (meters)     471.90   (feet)  ADJUSTED  
 GC1636  ___________________________________________________________________
 GC1636  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1636  DYNAMIC HT  -         143.713 (meters)     471.50  (feet)  COMP
 GC1636  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GC1636
 GC1636  VERT ORDER  -  SECOND    CLASS 0
 GC1636
 GC1636.The horizontal coordinates were scaled from a topographic map and have
 GC1636.an estimated accuracy of +/- 6 seconds.
 GC1636
 GC1636.The orthometric height was determined by differential leveling
 GC1636.and adjusted by the National Geodetic Survey in June 1991..
 GC1636
 GC1636.The geoid height was determined by GEOID03.
 GC1636
 GC1636.The dynamic height is computed by dividing the NAVD 88
 GC1636.geopotential number by the normal gravity value computed on the
 GC1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1636.degrees latitude (g = 980.6199 gals.).
 GC1636
 GC1636.The modeled gravity was interpolated from observed gravity values.
 GC1636
 GC1636;                    North         East    Units  Estimated Accuracy
 GC1636;SPC TN       -   204,450.      442,150.      MT  (+/- 180 meters Scaled)
 GC1636
 GC1636                          SUPERSEDED SURVEY CONTROL
 GC1636
 GC1636  NGVD 29 (??/??/92)  143.869  (m)          472.01   (f) ADJ UNCH    2 0
 GC1636
 GC1636.Superseded values are not recommended for survey control.
 GC1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1636.See file dsdata.txt to determine how the superseded data were derived.
 GC1636
 GC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF321023(NAD 83)
 GC1636_MARKER: DB = BENCH MARK DISK
 GC1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1636_STAMPING: 472.168 T 26 1934
 GC1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1636+STABILITY: SURFACE MOTION
 GC1636
 GC1636  HISTORY     - Date     Condition        Report By
 GC1636  HISTORY     - 1934     MONUMENTED       CGS
 GC1636  HISTORY     - 1976     GOOD             TVA
 GC1636
 GC1636                          STATION DESCRIPTION
 GC1636
 GC1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1636'6.8 MI N FROM WAVERLY.
 GC1636'6.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1636'COUNTY, 1.2 MILES NORTHEAST OF THE BRIDGE OVER RICHLAND CREEK, AT
 GC1636'THE FOOT OF A HILL, 100 YARDS NORTH OF A CONCRETE-BOX CULVERT,
 GC1636'43 YARDS SOUTH OF THE CENTERLINE OF A FARM-ENTRANCE DRIVE, 36
 GC1636'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTH OF
 GC1636'A CONCRETE RIGHT-OF-WAY POST.  A STANDARD DISK, STAMPED 472.168
 GC1636'T 26 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION
 GC1636'IS IN FENCE LINE, 171.5 S 25 W FROM SE CORNER OF COLSONS GROCERY.
 GC1636'37 FT N 40 W FROM CENTERLINE T-ROAD SE.  3.4 FN 35 E FROM FENCE
 GC1636'POST.  S .7 S 35 W FROM A FENCE POST.  TVA POST AND SIGN.
 GC1636
 GC1636                          STATION RECOVERY (1976)
 GC1636
 GC1636'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1976
 GC1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2077 ***********************************************************************
 EH2077  DESIGNATION -  T 260
 EH2077  PID         -  EH2077
 EH2077  STATE/COUNTY-  TN/SHELBY
 EH2077  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2077
 EH2077                         *CURRENT SURVEY CONTROL
 EH2077  ___________________________________________________________________
 EH2077* NAD 83(1986)-  34 59 40.     (N)    090 07 32.     (W)     SCALED    
 EH2077* NAVD 88     -        74.835  (meters)     245.52   (feet)  ADJUSTED  
 EH2077  ___________________________________________________________________
 EH2077  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EH2077  DYNAMIC HT  -          74.766 (meters)     245.29  (feet)  COMP
 EH2077  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 EH2077
 EH2077  VERT ORDER  -  FIRST     CLASS I
 EH2077
 EH2077.The horizontal coordinates were scaled from a topographic map and have
 EH2077.an estimated accuracy of +/- 6 seconds.
 EH2077
 EH2077.The orthometric height was determined by differential leveling
 EH2077.and adjusted by the National Geodetic Survey in June 1991..
 EH2077
 EH2077.The geoid height was determined by GEOID03.
 EH2077
 EH2077.The dynamic height is computed by dividing the NAVD 88
 EH2077.geopotential number by the normal gravity value computed on the
 EH2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2077.degrees latitude (g = 980.6199 gals.).
 EH2077
 EH2077.The modeled gravity was interpolated from observed gravity values.
 EH2077
 EH2077;                    North         East    Units  Estimated Accuracy
 EH2077;SPC TN       -    81,290.      223,450.      MT  (+/- 180 meters Scaled)
 EH2077
 EH2077                          SUPERSEDED SURVEY CONTROL
 EH2077
 EH2077  NGVD 29 (??/??/??)   74.820  (m)          245.47   (f) ADJUSTED    1 1
 EH2077
 EH2077.Superseded values are not recommended for survey control.
 EH2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2077.See file dsdata.txt to determine how the superseded data were derived.
 EH2077
 EH2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU623762(NAD 83)
 EH2077_MARKER: DV = VERTICAL CONTROL DISK
 EH2077_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH2077+WITH SETTING: INTO GROUND
 EH2077_SP_SET: METAL ROD WITH BASE PLATE
 EH2077_STAMPING: T 260 1974
 EH2077_MARK LOGO: NGS   
 EH2077_PROJECTION: FLUSH
 EH2077_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2077+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH2077_ROD/PIPE-DEPTH: 1.2  meters
 EH2077
 EH2077  HISTORY     - Date     Condition        Report By
 EH2077  HISTORY     - 1974     MONUMENTED       NGS
 EH2077  HISTORY     - 1983     GOOD             NGS
 EH2077  HISTORY     - 19911112 GOOD             NGS
 EH2077  HISTORY     - 20030409 MARK NOT FOUND   USACE
 EH2077
 EH2077                          STATION DESCRIPTION
 EH2077
 EH2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH2077'3.1 MI NE FROM WALLS.
 EH2077'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2077'OFFICE AT WALLS 165 YARDS NORTHEAST OF THE MISSISSIPPI-TENNESSEE
 EH2077'STATE LINE, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 EH2077'LANE OF THE HIGHWAY, AT AN OFFSET IN A BOARD AND WIRE FENCE, 2.4
 EH2077'FEET WEST-SOUTHWEST OF A CORNER POST, 1.2 FEET NORTHWEST OF A
 EH2077'WIRE FENCE, 15 FEET EAST OF A POWER POLE BRACED BY 2 GUY WIRES
 EH2077'AND SUPPORTING A LIGHT AND OVERHEAD TELEPHONE CABLE LINES, 1
 EH2077'FOOT SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF
 EH2077'THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 EH2077'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH ABOVE
 EH2077'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 2-INCHES.
 EH2077
 EH2077                          STATION RECOVERY (1983)
 EH2077
 EH2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH2077'RECOVERED IN GOOD CONDITION.
 EH2077
 EH2077                          STATION RECOVERY (1991)
 EH2077
 EH2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH2077'11.9 KM (7.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH2077'INTERSTATE HIGHWAY 55 IN MEMPHIS, 13.9 M (45.6 FT) SOUTHEAST OF THE
 EH2077'HIGHWAY CENTERLINE, 4.3 M (14.1 FT) EAST OF UTILITY LIGHT POLE NUMBER
 EH2077'24 1/2 WITH 2 GUY CABLES, 0.7 M (2.3 FT) WEST OF A FENCE CORNER, 0.6
 EH2077'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST
 EH2077'OF A FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST. NOTE--THE
 EH2077'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND
 EH2077'SURFACE.
 EH2077
 EH2077                          STATION RECOVERY (2003)
 EH2077
 EH2077'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2077'SUSPECTED DESTROYED DUE TO HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1395 ***********************************************************************
 FE1395  DESIGNATION -  T 261
 FE1395  PID         -  FE1395
 FE1395  STATE/COUNTY-  TN/SHELBY
 FE1395  USGS QUAD   -  MILLINGTON (1997)
 FE1395
 FE1395                         *CURRENT SURVEY CONTROL
 FE1395  ___________________________________________________________________
 FE1395* NAD 83(1986)-  35 19 24.     (N)    089 55 44.     (W)     SCALED    
 FE1395* NAVD 88     -        92.860  (meters)     304.66   (feet)  ADJUSTED  
 FE1395  ___________________________________________________________________
 FE1395  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1395  DYNAMIC HT  -          92.778 (meters)     304.39  (feet)  COMP
 FE1395  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FE1395
 FE1395  VERT ORDER  -  FIRST     CLASS I
 FE1395
 FE1395.The horizontal coordinates were scaled from a topographic map and have
 FE1395.an estimated accuracy of +/- 6 seconds.
 FE1395
 FE1395.The orthometric height was determined by differential leveling
 FE1395.and adjusted by the National Geodetic Survey in June 1991..
 FE1395
 FE1395.The geoid height was determined by GEOID03.
 FE1395
 FE1395.The dynamic height is computed by dividing the NAVD 88
 FE1395.geopotential number by the normal gravity value computed on the
 FE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1395.degrees latitude (g = 980.6199 gals.).
 FE1395
 FE1395.The modeled gravity was interpolated from observed gravity values.
 FE1395
 FE1395;                    North         East    Units  Estimated Accuracy
 FE1395;SPC TN       -   117,010.      242,860.      MT  (+/- 180 meters Scaled)
 FE1395
 FE1395                          SUPERSEDED SURVEY CONTROL
 FE1395
 FE1395  NGVD 29 (??/??/??)   92.817  (m)          304.52   (f) ADJUSTED    1 1
 FE1395
 FE1395.Superseded values are not recommended for survey control.
 FE1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1395.See file dsdata.txt to determine how the superseded data were derived.
 FE1395
 FE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE337128(NAD 83)
 FE1395_MARKER: DB = BENCH MARK DISK
 FE1395_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1395+WITH SETTING: INTO GROUND
 FE1395_STAMPING: T 261 1974
 FE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1395+STABILITY: SURFACE MOTION
 FE1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1395+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1395
 FE1395  HISTORY     - Date     Condition        Report By
 FE1395  HISTORY     - 1974     MONUMENTED       NGS
 FE1395  HISTORY     - 20021007 GOOD             USACE
 FE1395
 FE1395                          STATION DESCRIPTION
 FE1395
 FE1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1395'1.8 MI SW FROM MILLINGTON.
 FE1395'ABOUT 1.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1395'JUNCTION WITH NAVY ROAD AT MILLINGTON, 0.15 MILE SOUTHWEST OF
 FE1395'THE JUNCTION WITH MILLINGTON ROAD, ON THE CREST OF A HILL, 60.7
 FE1395'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S.
 FE1395'HIGHWAY 51, 8.7 FEET SOUTHWEST OF A CONCRETE HIGHWAY R.O.W.
 FE1395'MARKER, 8 FEET NORTHWEST OF TELEPHONE POLE 262, 2 FEET SOUTHEAST
 FE1395'OF A FENCE, 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 8
 FE1395'FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 FE1395'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FE1395'1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH
 FE1395'WITH THE GROUND.
 FE1395
 FE1395                          STATION RECOVERY (2002)
 FE1395
 FE1395'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1740 ***********************************************************************
 FE1740  DESIGNATION -  T 262
 FE1740  PID         -  FE1740
 FE1740  STATE/COUNTY-  TN/TIPTON
 FE1740  USGS QUAD   -  COVINGTON (1983)
 FE1740
 FE1740                         *CURRENT SURVEY CONTROL
 FE1740  ___________________________________________________________________
 FE1740* NAD 83(1986)-  35 33 14.     (N)    089 39 22.     (W)     SCALED    
 FE1740* NAVD 88     -       101.859  (meters)     334.18   (feet)  ADJUSTED  
 FE1740  ___________________________________________________________________
 FE1740  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1740  DYNAMIC HT  -         101.773 (meters)     333.90  (feet)  COMP
 FE1740  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 FE1740
 FE1740  VERT ORDER  -  FIRST     CLASS I
 FE1740
 FE1740.The horizontal coordinates were scaled from a topographic map and have
 FE1740.an estimated accuracy of +/- 6 seconds.
 FE1740
 FE1740.The orthometric height was determined by differential leveling
 FE1740.and adjusted by the National Geodetic Survey in June 1991..
 FE1740
 FE1740.The geoid height was determined by GEOID03.
 FE1740
 FE1740.The dynamic height is computed by dividing the NAVD 88
 FE1740.geopotential number by the normal gravity value computed on the
 FE1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1740.degrees latitude (g = 980.6199 gals.).
 FE1740
 FE1740.The modeled gravity was interpolated from observed gravity values.
 FE1740
 FE1740;                    North         East    Units  Estimated Accuracy
 FE1740;SPC TN       -   141,610.      268,600.      MT  (+/- 180 meters Scaled)
 FE1740
 FE1740                          SUPERSEDED SURVEY CONTROL
 FE1740
 FE1740  NGVD 29 (??/??/??)  101.829  (m)          334.08   (f) ADJUSTED    1 1
 FE1740
 FE1740.Superseded values are not recommended for survey control.
 FE1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1740.See file dsdata.txt to determine how the superseded data were derived.
 FE1740
 FE1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE592377(NAD 83)
 FE1740_MARKER: DB = BENCH MARK DISK
 FE1740_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1740+WITH SETTING: INTO GROUND
 FE1740_STAMPING: T 262 1974
 FE1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1740+STABILITY: SURFACE MOTION
 FE1740
 FE1740  HISTORY     - Date     Condition        Report By
 FE1740  HISTORY     - 1974     MONUMENTED       NGS
 FE1740  HISTORY     - 20020529 POOR             USACE
 FE1740
 FE1740                          STATION DESCRIPTION
 FE1740
 FE1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1740'0.8 MI SW FROM COVINGTON.
 FE1740'ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1740'OF STATE HIGHWAYS 54 AND 59 LEADING EAST IN COVINGTON, AT THE
 FE1740'INTERSECTION OF HERRING DRIVE AND SHERROD AVENUE, 115 FEET
 FE1740'EAST-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 51, 42.2 FEET
 FE1740'SOUTHEAST OF THE CENTER LINE OF SHERROD AVENUE, 40.6 FEET EAST
 FE1740'OF THE CENTER LINE OF HERRING DRIVE, 50.3 FEET SOUTH-SOUTHWEST
 FE1740'OF AN UNDERGROUND TELEPHONE CABLE PEDASTEL, 2.7 FEET NORTHEAST OF
 FE1740'A TELEPHONE POLE, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST,
 FE1740'3 FEET ABOVE SHERROD AVENUE AND ON THE TOP OF A 4-FOOT COPPER
 FE1740'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE1740'DISK IS 1-INCH BELOW GROUND AND PROTECTED IN A 4-INCH PLASTIC
 FE1740'PIPE THAT IS FLUSH WITH THE GROUND.
 FE1740
 FE1740                          STATION RECOVERY (2002)
 FE1740
 FE1740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1740'STATION IS MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1112 ***********************************************************************
 GD1112  DESIGNATION -  T 264
 GD1112  PID         -  GD1112
 GD1112  STATE/COUNTY-  TN/DYER
 GD1112  USGS QUAD   -  DYERSBURG (1983)
 GD1112
 GD1112                         *CURRENT SURVEY CONTROL
 GD1112  ___________________________________________________________________
 GD1112* NAD 83(1986)-  36 03 30.     (N)    089 23 40.     (W)     SCALED    
 GD1112* NAVD 88     -        98.134  (meters)     321.96   (feet)  ADJUSTED  
 GD1112  ___________________________________________________________________
 GD1112  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1112  DYNAMIC HT  -          98.051 (meters)     321.69  (feet)  COMP
 GD1112  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 GD1112
 GD1112  VERT ORDER  -  FIRST     CLASS I
 GD1112
 GD1112.The horizontal coordinates were scaled from a topographic map and have
 GD1112.an estimated accuracy of +/- 6 seconds.
 GD1112
 GD1112.The orthometric height was determined by differential leveling
 GD1112.and adjusted by the National Geodetic Survey in June 1991..
 GD1112
 GD1112.The geoid height was determined by GEOID03.
 GD1112
 GD1112.The dynamic height is computed by dividing the NAVD 88
 GD1112.geopotential number by the normal gravity value computed on the
 GD1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1112.degrees latitude (g = 980.6199 gals.).
 GD1112
 GD1112.The modeled gravity was interpolated from observed gravity values.
 GD1112
 GD1112;                    North         East    Units  Estimated Accuracy
 GD1112;SPC TN       -   196,690.      294,250.      MT  (+/- 180 meters Scaled)
 GD1112
 GD1112                          SUPERSEDED SURVEY CONTROL
 GD1112
 GD1112  NGVD 29 (??/??/??)   98.064  (m)          321.73   (f) ADJUSTED    1 1
 GD1112
 GD1112.Superseded values are not recommended for survey control.
 GD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1112.See file dsdata.txt to determine how the superseded data were derived.
 GD1112
 GD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843930(NAD 83)
 GD1112_MARKER: DB = BENCH MARK DISK
 GD1112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1112+WITH SETTING: INTO GROUND
 GD1112_STAMPING: T 264 1974
 GD1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1112+STABILITY: SURFACE MOTION
 GD1112
 GD1112  HISTORY     - Date     Condition        Report By
 GD1112  HISTORY     - 1974     MONUMENTED       NGS
 GD1112  HISTORY     - 1988     GOOD             USPSQD
 GD1112  HISTORY     - 20020730 POOR             USACE
 GD1112
 GD1112                          STATION DESCRIPTION
 GD1112
 GD1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1112'IN DYERSBURG.
 GD1112'AT DYERSBURG, AT THE INTERSECTION OF U.S. HIGHWAY 51 BY-PASS AND STATE
 GD1112'HIGHWAY 78, SET AT THE SOUTHWEST CORNER OF THE HOLIDAY INN RESTAURANT,
 GD1112'AT THE NORTHEAST PART OF THE INTERSECTION, ABOUT 600 FEET NORTHEAST OF
 GD1112'THE INTERSECTION, 144 FEET EAST-SOUTHEAST OF THE CENTER LINE OF STATE
 GD1112'HIGHWAY 78, 5.5 FEET NORTHEAST OF THE WEST CORNER OF A WOODEN FENCE
 GD1112'AROUND AIR CONDITIONING UNIT, 2.5 FEET BELOW LEVEL OF THE HIGHWAY AND
 GD1112'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GD1112'METAL BASE PLATE.  THE DISK IS 1 1/2 INCHES BELOW GROUND AND PROTECTED
 GD1112'BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1112
 GD1112                          STATION RECOVERY (1988)
 GD1112
 GD1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD1112'RECOVERED IN GOOD CONDITION.
 GD1112
 GD1112                          STATION RECOVERY (2002)
 GD1112
 GD1112'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1112'MARK DESTROYED DUE TO NEW CONCRETE SLAB AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1160 ***********************************************************************
 GD1160  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1160  DESIGNATION -  T 265
 GD1160  PID         -  GD1160
 GD1160  STATE/COUNTY-  TN/LAKE
 GD1160  USGS QUAD   -  TIPTONVILLE (1981)
 GD1160
 GD1160                         *CURRENT SURVEY CONTROL
 GD1160  ___________________________________________________________________
 GD1160* NAD 83(1995)-  36 24 52.72578(N)    089 26 30.26617(W)     ADJUSTED  
 GD1160* NAVD 88     -        91.16   (meters)     299.1    (feet)  GPS OBS   
 GD1160  ___________________________________________________________________
 GD1160  X           -      50,069.612 (meters)                     COMP
 GD1160  Y           -  -5,138,626.720 (meters)                     COMP
 GD1160  Z           -   3,765,353.868 (meters)                     COMP
 GD1160  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 GD1160  ELLIP HEIGHT-          62.76  (meters)          (05/31/05) GPS OBS
 GD1160  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1160  DYNAMIC HT  -          91.08  (meters)     298.8   (feet)  COMP
 GD1160  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 GD1160
 GD1160  HORZ ORDER  -  FIRST
 GD1160  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1160  ELLP ORDER  -  FOURTH    CLASS II
 GD1160
 GD1160.The horizontal coordinates were established by GPS observations
 GD1160.and adjusted by the National Geodetic Survey in May 2005..
 GD1160
 GD1160.The orthometric height was determined by GPS observations and a
 GD1160.high-resolution geoid model using precise GPS observation and
 GD1160.processing techniques. It supersedes the leveled height previously
 GD1160.determined for this station.
 GD1160.The vertical order pertains to the first NAVD 88 superseded value.
 GD1160
 GD1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1160
 GD1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1160
 GD1160.The ellipsoidal height was determined by GPS observations
 GD1160.and is referenced to NAD 83.
 GD1160
 GD1160.The geoid height was determined by GEOID03.
 GD1160
 GD1160.The dynamic height is computed by dividing the NAVD 88
 GD1160.geopotential number by the normal gravity value computed on the
 GD1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1160.degrees latitude (g = 980.6199 gals.).
 GD1160
 GD1160.The modeled gravity was interpolated from observed gravity values.
 GD1160
 GD1160;                    North         East     Units Scale Factor Converg.
 GD1160;SPC TN       -   236,351.724   291,376.321   MT  0.99999964   -2 00 53.8
 GD1160;SPC TN       -   775,430.61    955,957.15   sFT  0.99999964   -2 00 53.8
 GD1160;UTM  16      - 4,032,710.592   281,069.780   MT  1.00019057   -1 27 00.2
 GD1160
 GD1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1160!SPC TN       -   0.99999015  x   0.99999964  =   0.99998979
 GD1160!UTM  16      -   0.99999015  x   1.00019057  =   1.00018072
 GD1160
 GD1160                          SUPERSEDED SURVEY CONTROL
 GD1160
 GD1160  NAVD 88 (06/15/91)   91.071  (m)          298.79   (f) ADJUSTED    1 1
 GD1160  NGVD 29 (??/??/??)   91.000  (m)          298.56   (f) ADJUSTED    1 1
 GD1160
 GD1160.Superseded values are not recommended for survey control.
 GD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1160.See file dsdata.txt to determine how the superseded data were derived.
 GD1160
 GD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8107032711(NAD 83)
 GD1160_MARKER: DB = BENCH MARK DISK
 GD1160_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1160+WITH SETTING: INTO GROUND
 GD1160_STAMPING: T 265 1974
 GD1160_MARK LOGO: NGS   
 GD1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1160+STABILITY: SURFACE MOTION
 GD1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1160+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD1160
 GD1160  HISTORY     - Date     Condition        Report By
 GD1160  HISTORY     - 1974     MONUMENTED       NGS
 GD1160  HISTORY     - 20010322 GOOD             NGS
 GD1160  HISTORY     - 20010322 GOOD             USACE
 GD1160  HISTORY     - 20020801 GOOD             USACE
 GD1160  HISTORY     - 20030710 GOOD             EMCINC
 GD1160
 GD1160                          STATION DESCRIPTION
 GD1160
 GD1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1160'2.90 MI NE FROM TIPTONVILLE.
 GD1160'ABOUT 2.90 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS
 GD1160'INTERSECTION WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, ABOUT 0.05
 GD1160'MILE WEST ALONG A BLACKTOP ROAD ACROSS THE ILLINOIS CENTRAL RAILROAD,
 GD1160'SET IN THE SOUTHEAST CORNER OF THE PROPERTY OF MR. MOSS E. HYDE, NEAR
 GD1160'THE PROPERTY LINE OF MRS. RUBY HYDE, 48.1 FEET SOUTHWEST OF THE
 GD1160'SOUTHWEST CORNER OF A WHITE FRAME HOUSE (MRS. RUBY HYDES HOUSE), 24.2
 GD1160'FEET NORTH OF THE CENTER LINE OF THE BLACKTOP ROAD, 25.5 FEET WEST OF
 GD1160'THE CENTER LINE OF THE DRIVEWAY, 5.2 FEET NORTHEAST OF A LIGHT POLE
 GD1160'WITH NIGHT LIGHT, ABOUT LEVEL WITH THE ROAD AND ON THE TOP OF A 4-FOOT
 GD1160'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 GD1160'DISK IS 0.2 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 GD1160'THAT IS 0.1 FOOT BELOW GROUND.
 GD1160
 GD1160                          STATION RECOVERY (2001)
 GD1160
 GD1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 GD1160'RECOVERED IN GOOD CONDITION.
 GD1160
 GD1160                          STATION RECOVERY (2001)
 GD1160
 GD1160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD1160'MARK RECOVERED IN GOOD CONDITION.
 GD1160
 GD1160                          STATION RECOVERY (2002)
 GD1160
 GD1160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1160'RECOVERED IN GOOD CONDITION.
 GD1160
 GD1160                          STATION RECOVERY (2003)
 GD1160
 GD1160'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1160'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0695 ***********************************************************************
 FD0695  DESIGNATION -  T 29
 FD0695  PID         -  FD0695
 FD0695  STATE/COUNTY-  TN/HICKMAN
 FD0695  USGS QUAD   -  GREENFIELD BEND (1979)
 FD0695
 FD0695                         *CURRENT SURVEY CONTROL
 FD0695  ___________________________________________________________________
 FD0695* NAD 83(1986)-  35 44 57.     (N)    087 19 35.     (W)     SCALED    
 FD0695* NAVD 88     -       222.360  (meters)     729.53   (feet)  ADJUSTED  
 FD0695  ___________________________________________________________________
 FD0695  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0695  DYNAMIC HT  -         222.163 (meters)     728.88  (feet)  COMP
 FD0695  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 FD0695
 FD0695  VERT ORDER  -  SECOND    CLASS 0
 FD0695
 FD0695.The horizontal coordinates were scaled from a topographic map and have
 FD0695.an estimated accuracy of +/- 6 seconds.
 FD0695
 FD0695.The orthometric height was determined by differential leveling
 FD0695.and adjusted by the National Geodetic Survey in June 1991..
 FD0695
 FD0695.The geoid height was determined by GEOID03.
 FD0695
 FD0695.The dynamic height is computed by dividing the NAVD 88
 FD0695.geopotential number by the normal gravity value computed on the
 FD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0695.degrees latitude (g = 980.6199 gals.).
 FD0695
 FD0695.The modeled gravity was interpolated from observed gravity values.
 FD0695
 FD0695;                    North         East    Units  Estimated Accuracy
 FD0695;SPC TN       -   157,900.      480,040.      MT  (+/- 180 meters Scaled)
 FD0695
 FD0695                          SUPERSEDED SURVEY CONTROL
 FD0695
 FD0695  NGVD 29 (??/??/92)  222.347  (m)          729.48   (f) ADJ UNCH    2 0
 FD0695
 FD0695.Superseded values are not recommended for survey control.
 FD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0695.See file dsdata.txt to determine how the superseded data were derived.
 FD0695
 FD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE704561(NAD 83)
 FD0695_MARKER: DB = BENCH MARK DISK
 FD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0695_STAMPING: T 29 1934
 FD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0695+STABILITY: SURFACE MOTION
 FD0695
 FD0695  HISTORY     - Date     Condition        Report By
 FD0695  HISTORY     - 1934     MONUMENTED       CGS
 FD0695  HISTORY     - 1938     GOOD             NGS
 FD0695
 FD0695                          STATION DESCRIPTION
 FD0695
 FD0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FD0695'10.3 MI E FROM CENTERVILLE.
 FD0695'10.3 MILES EAST ALONG STATE HIGHWAY 50 FROM CENTERVILLE, ABOUT
 FD0695'500 FEET WEST OF A CROSSROADS BOUNDED BY RAIL FENCES, AT THE
 FD0695'TOP OF A HIGH HILL, 60 FEET SOUTHWEST OF A GATE, 4 FEET SOUTHWEST
 FD0695'OF AN S-CURVE SIGN, 22 FEET NORTHEAST OF THE CENTERLINE OF THE
 FD0695'HIGHWAY, AND 2 FEET NORTHEAST OF A FENCE.  A STANDARD DISK,
 FD0695'STAMPED T 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2393 ***********************************************************************
 FB2393  DESIGNATION -  T 292
 FB2393  PID         -  FB2393
 FB2393  STATE/COUNTY-  TN/BLOUNT
 FB2393  USGS QUAD   -  MARYVILLE (1979)
 FB2393
 FB2393                         *CURRENT SURVEY CONTROL
 FB2393  ___________________________________________________________________
 FB2393* NAD 83(1986)-  35 45 37.     (N)    083 58 00.     (W)     SCALED    
 FB2393* NAVD 88     -       277.043  (meters)     908.93   (feet)  ADJUSTED  
 FB2393  ___________________________________________________________________
 FB2393  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB2393  DYNAMIC HT  -         276.781 (meters)     908.07  (feet)  COMP
 FB2393  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FB2393
 FB2393  VERT ORDER  -  FIRST     CLASS II
 FB2393
 FB2393.The horizontal coordinates were scaled from a topographic map and have
 FB2393.an estimated accuracy of +/- 6 seconds.
 FB2393
 FB2393.The orthometric height was determined by differential leveling
 FB2393.and adjusted by the National Geodetic Survey in June 1991..
 FB2393
 FB2393.The geoid height was determined by GEOID03.
 FB2393
 FB2393.The dynamic height is computed by dividing the NAVD 88
 FB2393.geopotential number by the normal gravity value computed on the
 FB2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2393.degrees latitude (g = 980.6199 gals.).
 FB2393
 FB2393.The modeled gravity was interpolated from observed gravity values.
 FB2393
 FB2393;                    North         East    Units  Estimated Accuracy
 FB2393;SPC TN       -   160,230.      783,860.      MT  (+/- 180 meters Scaled)
 FB2393
 FB2393                          SUPERSEDED SURVEY CONTROL
 FB2393
 FB2393  NGVD 29 (12/12/91)  277.164  (m)          909.33   (f) ADJUSTED    1 2
 FB2393
 FB2393.Superseded values are not recommended for survey control.
 FB2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2393.See file dsdata.txt to determine how the superseded data were derived.
 FB2393
 FB2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV317614(NAD 83)
 FB2393_MARKER: DB = BENCH MARK DISK
 FB2393_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FB2393_SP_SET: BRIDGE ABUTMENT
 FB2393_STAMPING: T 292 1983
 FB2393_MARK LOGO: NGS   
 FB2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2393
 FB2393  HISTORY     - Date     Condition        Report By
 FB2393  HISTORY     - 1983     MONUMENTED       NGS
 FB2393
 FB2393                          STATION DESCRIPTION
 FB2393
 FB2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2393'IN MARYVILLE.
 FB2393'IN MARYVILLE, IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE WASHINGTON
 FB2393'STREET BRIDGE, 11.58 METERS (38.0 FT) SOUTHEAST OF THE CENTERLINE OF
 FB2393'WASHINGTON STREET, 0.40 METER (1.3 FT) NORTHWEST OF THE SOUTHEAST END
 FB2393'OF THE ABUTMENT.
 FB2393'THE MARK IS 0.18 M ABOVE WASHINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1523 ***********************************************************************
 EE1523  DESIGNATION -  T 293
 EE1523  PID         -  EE1523
 EE1523  STATE/COUNTY-  TN/HAMILTON
 EE1523  USGS QUAD   -  HOOKER (1982)
 EE1523
 EE1523                         *CURRENT SURVEY CONTROL
 EE1523  ___________________________________________________________________
 EE1523* NAD 83(1986)-  34 59 42.     (N)    085 23 22.     (W)     SCALED    
 EE1523* NAVD 88     -       215.214  (meters)     706.08   (feet)  ADJUSTED  
 EE1523  ___________________________________________________________________
 EE1523  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1523  DYNAMIC HT  -         215.001 (meters)     705.38  (feet)  COMP
 EE1523  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 EE1523
 EE1523  VERT ORDER  -  FIRST     CLASS II
 EE1523
 EE1523.The horizontal coordinates were scaled from a topographic map and have
 EE1523.an estimated accuracy of +/- 6 seconds.
 EE1523
 EE1523.The orthometric height was determined by differential leveling
 EE1523.and adjusted by the National Geodetic Survey in June 1991..
 EE1523
 EE1523.The geoid height was determined by GEOID03.
 EE1523
 EE1523.The dynamic height is computed by dividing the NAVD 88
 EE1523.geopotential number by the normal gravity value computed on the
 EE1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1523.degrees latitude (g = 980.6199 gals.).
 EE1523
 EE1523.The modeled gravity was interpolated from observed gravity values.
 EE1523
 EE1523;                    North         East    Units  Estimated Accuracy
 EE1523;SPC TN       -    73,590.      655,740.      MT  (+/- 180 meters Scaled)
 EE1523
 EE1523                          SUPERSEDED SURVEY CONTROL
 EE1523
 EE1523.No superseded survey control is available for this station.
 EE1523
 EE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD469736(NAD 83)
 EE1523_MARKER: I = METAL ROD
 EE1523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1523_SP_SET: STAINLESS STEEL ROD
 EE1523_STAMPING: T 293 1983
 EE1523_MARK LOGO: NGS   
 EE1523_PROJECTION: FLUSH
 EE1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1523_ROD/PIPE-DEPTH: 5.5  meters
 EE1523
 EE1523  HISTORY     - Date     Condition        Report By
 EE1523  HISTORY     - 1983     MONUMENTED       NGS
 EE1523
 EE1523                          STATION DESCRIPTION
 EE1523
 EE1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1523'5.5 KM (3.4 MI) NE FROM HOOKER GEORGIA.
 EE1523'2.8 KM (1.75 MI) EAST ALONG GEORGIA HIGHWAY 299 FROM THE CHURCH OF
 EE1523'CHRIST CHURCH IN HOOKER, GEORGIA, THENCE 2.7 KM (1.65 MI) NORTH ALONG
 EE1523'U.S. HIGHWAY 11, AT THE SMALL COMMUNITY OF WAUHATCHIE, ALSO 1.4 KM
 EE1523'(0.9 MI) WEST ALONG U.S. HIGHWAY 41, 64, 72, AND 11 FROM THE POST
 EE1523'OFFICE IN TIFTONIA (LOOKOUT VALLEY DRUGSTORE), THENCE 3.2 KM (2.0 MI)
 EE1523'SOUTHERLY ALONG U.S. HIGHWAY 11, 11.70 METERS (38.4 FT) EAST-NORTHEAST
 EE1523'OF THE CENTERLINE OF THE HIGHWAY, 24.01 METERS (78.8 FT)
 EE1523'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE LEADING EAST,
 EE1523'7.31 METERS (24.0 FT) NORTH OF THE CENTER OF A GRAVEL DRIVE LEADING
 EE1523'EAST, AND 0.80 METERS (2.6 FT) EAST-SOUTHEAST OF POWERLINE POLE NUMBER
 EE1523'J9047 WITH TRANSFORMER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1523'THE MARK IS 1.6 METERS  SE FROM A WITNESS POST.
 EE1523'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1657 ***********************************************************************
 FC1657  DESIGNATION -  T 294
 FC1657  PID         -  FC1657
 FC1657  STATE/COUNTY-  TN/BRADLEY
 FC1657  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1657
 FC1657                         *CURRENT SURVEY CONTROL
 FC1657  ___________________________________________________________________
 FC1657* NAD 83(1986)-  35 09 38.     (N)    084 52 35.     (W)     SCALED    
 FC1657* NAVD 88     -       265.338  (meters)     870.53   (feet)  ADJUSTED  
 FC1657  ___________________________________________________________________
 FC1657  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1657  DYNAMIC HT  -         265.076 (meters)     869.67  (feet)  COMP
 FC1657  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FC1657
 FC1657  VERT ORDER  -  FIRST     CLASS II
 FC1657
 FC1657.The horizontal coordinates were scaled from a topographic map and have
 FC1657.an estimated accuracy of +/- 6 seconds.
 FC1657
 FC1657.The orthometric height was determined by differential leveling
 FC1657.and adjusted by the National Geodetic Survey in June 1991..
 FC1657
 FC1657.The geoid height was determined by GEOID03.
 FC1657
 FC1657.The dynamic height is computed by dividing the NAVD 88
 FC1657.geopotential number by the normal gravity value computed on the
 FC1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1657.degrees latitude (g = 980.6199 gals.).
 FC1657
 FC1657.The modeled gravity was interpolated from observed gravity values.
 FC1657
 FC1657;                    North         East    Units  Estimated Accuracy
 FC1657;SPC TN       -    92,370.      702,370.      MT  (+/- 180 meters Scaled)
 FC1657
 FC1657                          SUPERSEDED SURVEY CONTROL
 FC1657
 FC1657.No superseded survey control is available for this station.
 FC1657
 FC1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD934929(NAD 83)
 FC1657_MARKER: DB = BENCH MARK DISK
 FC1657_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FC1657_SP_SET: CONCRETE FOUNDATION
 FC1657_STAMPING: T 294 1983
 FC1657_MARK LOGO: NGS   
 FC1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1657+STABILITY: POSITION/ELEVATION WELL
 FC1657
 FC1657  HISTORY     - Date     Condition        Report By
 FC1657  HISTORY     - 1983     MONUMENTED       NGS
 FC1657
 FC1657                          STATION DESCRIPTION
 FC1657
 FC1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1657'IN CLEVELAND.
 FC1657'IN CLEVELAND, SET VERTICALLY IN THE EAST FACE OF THE POST OFFICE,
 FC1657'18.0 METERS (59.0 FT) NORTHWEST OF THE CENTER OF BROAD STREET,
 FC1657'14.70 METERS (48.2 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 FC1657'POST OFFICE, 11.33 METERS (37.2 FT) NORTH OF A FLAGPOLE, AND
 FC1657'3.23 METERS (10.6 FT) NORTH-NORTHEAST OF THE CENTER OF A DOUBLE DOOR
 FC1657'ENTRANCE TO THE POST OFFICE.
 FC1657'THE MARK IS 0.9 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2384 ***********************************************************************
 FB2384  DESIGNATION -  T 295
 FB2384  PID         -  FB2384
 FB2384  STATE/COUNTY-  TN/BLOUNT
 FB2384  USGS QUAD   -  CALDERWOOD (1964)
 FB2384
 FB2384                         *CURRENT SURVEY CONTROL
 FB2384  ___________________________________________________________________
 FB2384* NAD 83(1986)-  35 30 13.     (N)    083 58 32.     (W)     SCALED    
 FB2384* NAVD 88     -       460.957  (meters)    1512.32   (feet)  ADJUSTED  
 FB2384  ___________________________________________________________________
 FB2384  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 FB2384  DYNAMIC HT  -         460.511 (meters)    1510.86  (feet)  COMP
 FB2384  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 FB2384
 FB2384  VERT ORDER  -  FIRST     CLASS II
 FB2384
 FB2384.The horizontal coordinates were scaled from a topographic map and have
 FB2384.an estimated accuracy of +/- 6 seconds.
 FB2384
 FB2384.The orthometric height was determined by differential leveling
 FB2384.and adjusted by the National Geodetic Survey in June 1991..
 FB2384
 FB2384.The geoid height was determined by GEOID03.
 FB2384
 FB2384.The dynamic height is computed by dividing the NAVD 88
 FB2384.geopotential number by the normal gravity value computed on the
 FB2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2384.degrees latitude (g = 980.6199 gals.).
 FB2384
 FB2384.The modeled gravity was interpolated from observed gravity values.
 FB2384
 FB2384;                    North         East    Units  Estimated Accuracy
 FB2384;SPC TN       -   131,740.      783,650.      MT  (+/- 180 meters Scaled)
 FB2384
 FB2384                          SUPERSEDED SURVEY CONTROL
 FB2384
 FB2384  NGVD 29 (12/12/91)  461.069  (m)         1512.69   (f) ADJUSTED    1 2
 FB2384
 FB2384.Superseded values are not recommended for survey control.
 FB2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2384.See file dsdata.txt to determine how the superseded data were derived.
 FB2384
 FB2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV301329(NAD 83)
 FB2384_MARKER: I = METAL ROD
 FB2384_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FB2384+WITH SETTING: INFORMATION.
 FB2384_SP_SET: SHALLOW SET METAL ROD
 FB2384_STAMPING: T 295 1983
 FB2384_MARK LOGO: NGS   
 FB2384_PROJECTION: FLUSH
 FB2384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2384_ROD/PIPE-DEPTH: 1.7  meters
 FB2384
 FB2384  HISTORY     - Date     Condition        Report By
 FB2384  HISTORY     - 1983     MONUMENTED       NGS
 FB2384
 FB2384                          STATION DESCRIPTION
 FB2384
 FB2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2384'15.4 KM (9.6 MI) EAST FROM TALLASSEE.
 FB2384'15.4 KM (9.6 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2384'TALLASSEE TO THE MARK ON THE RIGHT, 0.08 KM (0.05 MI) EAST OF A SCENIC
 FB2384'OVERLOOK, 4.94 METERS (16.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FB2384'THE HIGHWAY, 11.95 METERS (39.2 FT) SOUTHWEST OF THE NORTHEAST END OF
 FB2384'A STEEL GUARDRAIL.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 FB2384'ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.7 METERS.
 FB2384'THE MARK IS 0.63 METERS  S FROM A WITNESS POST.
 FB2384'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2130 ***********************************************************************
 FE2130  DESIGNATION -  T 297
 FE2130  PID         -  FE2130
 FE2130  STATE/COUNTY-  TN/MCNAIRY
 FE2130  USGS QUAD   -  POCAHONTAS (1950)
 FE2130
 FE2130                         *CURRENT SURVEY CONTROL
 FE2130  ___________________________________________________________________
 FE2130* NAD 83(1986)-  35 04 03.     (N)    088 45 07.     (W)     SCALED    
 FE2130* NAVD 88     -       141.848  (meters)     465.38   (feet)  ADJUSTED  
 FE2130  ___________________________________________________________________
 FE2130  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2130  DYNAMIC HT  -         141.713 (meters)     464.94  (feet)  COMP
 FE2130  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 FE2130
 FE2130  VERT ORDER  -  FIRST     CLASS II
 FE2130
 FE2130.The horizontal coordinates were scaled from a topographic map and have
 FE2130.an estimated accuracy of +/- 6 seconds.
 FE2130
 FE2130.The orthometric height was determined by differential leveling
 FE2130.and adjusted by the National Geodetic Survey in June 1991..
 FE2130
 FE2130.The geoid height was determined by GEOID03.
 FE2130
 FE2130.The dynamic height is computed by dividing the NAVD 88
 FE2130.geopotential number by the normal gravity value computed on the
 FE2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2130.degrees latitude (g = 980.6199 gals.).
 FE2130
 FE2130.The modeled gravity was interpolated from observed gravity values.
 FE2130
 FE2130;                    North         East    Units  Estimated Accuracy
 FE2130;SPC TN       -    84,990.      349,010.      MT  (+/- 180 meters Scaled)
 FE2130
 FE2130                          SUPERSEDED SURVEY CONTROL
 FE2130
 FE2130.No superseded survey control is available for this station.
 FE2130
 FE2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD402819(NAD 83)
 FE2130_MARKER: I = METAL ROD
 FE2130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2130_SP_SET: STAINLESS STEEL ROD
 FE2130_STAMPING: T 297 1983
 FE2130_MARK LOGO: NGS   
 FE2130_PROJECTION: FLUSH
 FE2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2130+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2130_ROD/PIPE-DEPTH: 17.1 meters
 FE2130
 FE2130  HISTORY     - Date     Condition        Report By
 FE2130  HISTORY     - 1983     MONUMENTED       NGS
 FE2130  HISTORY     - 20020919 GOOD             USACE
 FE2130
 FE2130                          STATION DESCRIPTION
 FE2130
 FE2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2130'6.1 KM (3.8 MI) EAST FROM POCAHONTAS.
 FE2130'6.1 KM (3.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2130'POCAHONTAS, TO THE MARK ON THE LEFT AND ACROSS THE HIGHWAY FROM A
 FE2130'SMALL ONE LEVEL HOUSE, 11.73 METERS (38.5 FT) NORTH OF THE CENTERLINE
 FE2130'OF THE HIGHWAY, 0.61 METER (2.0 FT) EAST OF POWERLINE POLE NUMBER
 FE2130'157C, AND 4.08 METERS (13.4 FT) SOUTH OF THE GUY WIRE ANCHOR FOR THE
 FE2130'POWERLINE POLE.
 FE2130'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2130'THE MARK IS 0.30 M BELOW HIGHWAY.
 FE2130
 FE2130                          STATION RECOVERY (2002)
 FE2130
 FE2130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2156 ***********************************************************************
 FE2156  DESIGNATION -  T 298
 FE2156  PID         -  FE2156
 FE2156  STATE/COUNTY-  TN/HARDEMAN
 FE2156  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2156
 FE2156                         *CURRENT SURVEY CONTROL
 FE2156  ___________________________________________________________________
 FE2156* NAD 83(1986)-  35 03 02.     (N)    089 10 15.     (W)     SCALED    
 FE2156* NAVD 88     -       183.469  (meters)     601.93   (feet)  ADJUSTED  
 FE2156  ___________________________________________________________________
 FE2156  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2156  DYNAMIC HT  -         183.295 (meters)     601.36  (feet)  COMP
 FE2156  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FE2156
 FE2156  VERT ORDER  -  FIRST     CLASS II
 FE2156
 FE2156.The horizontal coordinates were scaled from a topographic map and have
 FE2156.an estimated accuracy of +/- 6 seconds.
 FE2156
 FE2156.The orthometric height was determined by differential leveling
 FE2156.and adjusted by the National Geodetic Survey in June 1991..
 FE2156
 FE2156.The geoid height was determined by GEOID03.
 FE2156
 FE2156.The dynamic height is computed by dividing the NAVD 88
 FE2156.geopotential number by the normal gravity value computed on the
 FE2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2156.degrees latitude (g = 980.6199 gals.).
 FE2156
 FE2156.The modeled gravity was interpolated from observed gravity values.
 FE2156
 FE2156;                    North         East    Units  Estimated Accuracy
 FE2156;SPC TN       -    84,260.      310,760.      MT  (+/- 180 meters Scaled)
 FE2156
 FE2156                          SUPERSEDED SURVEY CONTROL
 FE2156
 FE2156.No superseded survey control is available for this station.
 FE2156
 FE2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD020808(NAD 83)
 FE2156_MARKER: I = METAL ROD
 FE2156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2156_SP_SET: STAINLESS STEEL ROD
 FE2156_STAMPING: T 298 1983
 FE2156_MARK LOGO: NGS   
 FE2156_PROJECTION: FLUSH
 FE2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2156_ROD/PIPE-DEPTH: 9.75 meters
 FE2156
 FE2156  HISTORY     - Date     Condition        Report By
 FE2156  HISTORY     - 1983     MONUMENTED       NGS
 FE2156  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE2156
 FE2156                          STATION DESCRIPTION
 FE2156
 FE2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2156'1.4 KM (0.85 MI) EAST FROM GRAND JUNCTION.
 FE2156'0.1 KM (0.05 MI) EAST ALONG CHARLESTON ROW FROM THE POST OFFICE IN
 FE2156'GRAND JUNCTION TO THE INTERSECTION OF HARDEMAN STREET, THENCE 0.2 KM
 FE2156'(0.1 MI) NORTH TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 1.1 KM
 FE2156'(0.7 MI) EAST TO THE MARK ON THE LEFT, 14.66 METERS (48.1 FT) OF THE
 FE2156'CENTERLINE OF THE HIGHWAY, 5.45 METERS (17.9 FT) NORTH-NORTHWEST OF A
 FE2156'6 INCH DIAMETER METAL COVER FOR A WATER LINE, 4.08 METERS (13.4 FT)
 FE2156'NORTHWEST OF THE NORTHWEST CORNER OF A 6 BY 9 FOOT CONCRETE SLAB,
 FE2156'2.71 METERS (8.9 FT) WEST OF THE WEST POWERLINE POLE OF THREE IN A ROW
 FE2156'AND ALL WITH TRANSFORMERS, AND 2.22 METERS (7.3 FT) WEST-NORTHWEST OF
 FE2156'A WATER METER COVER.
 FE2156'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2156'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2156
 FE2156                          STATION RECOVERY (2002)
 FE2156
 FE2156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2156'SUSPECTED WATER LINE AND POWERPOLES MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2187 ***********************************************************************
 FE2187  DESIGNATION -  T 299
 FE2187  PID         -  FE2187
 FE2187  STATE/COUNTY-  TN/SHELBY
 FE2187  USGS QUAD   -  COLLIERVILLE (1965)
 FE2187
 FE2187                         *CURRENT SURVEY CONTROL
 FE2187  ___________________________________________________________________
 FE2187* NAD 83(1986)-  35 02 49.     (N)    089 42 32.     (W)     SCALED    
 FE2187* NAVD 88     -       109.384  (meters)     358.87   (feet)  ADJUSTED  
 FE2187  ___________________________________________________________________
 FE2187  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2187  DYNAMIC HT  -         109.282 (meters)     358.54  (feet)  COMP
 FE2187  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FE2187
 FE2187  VERT ORDER  -  FIRST     CLASS II
 FE2187
 FE2187.The horizontal coordinates were scaled from a topographic map and have
 FE2187.an estimated accuracy of +/- 6 seconds.
 FE2187
 FE2187.The orthometric height was determined by differential leveling
 FE2187.and adjusted by the National Geodetic Survey in June 1991..
 FE2187
 FE2187.The geoid height was determined by GEOID03.
 FE2187
 FE2187.The dynamic height is computed by dividing the NAVD 88
 FE2187.geopotential number by the normal gravity value computed on the
 FE2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2187.degrees latitude (g = 980.6199 gals.).
 FE2187
 FE2187.The modeled gravity was interpolated from observed gravity values.
 FE2187
 FE2187;                    North         East    Units  Estimated Accuracy
 FE2187;SPC TN       -    85,590.      261,680.      MT  (+/- 180 meters Scaled)
 FE2187
 FE2187                          SUPERSEDED SURVEY CONTROL
 FE2187
 FE2187.No superseded survey control is available for this station.
 FE2187
 FE2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD529816(NAD 83)
 FE2187_MARKER: I = METAL ROD
 FE2187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2187_SP_SET: STAINLESS STEEL ROD
 FE2187_STAMPING: T 299 1983
 FE2187_MARK LOGO: NGS   
 FE2187_PROJECTION: FLUSH
 FE2187_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2187+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2187_ROD/PIPE-DEPTH: 9.75 meters
 FE2187
 FE2187  HISTORY     - Date     Condition        Report By
 FE2187  HISTORY     - 1983     MONUMENTED       NGS
 FE2187  HISTORY     - 19920114 GOOD             NGS
 FE2187  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2187
 FE2187                          STATION DESCRIPTION
 FE2187
 FE2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2187'4.3 KM (2.7 MI) WEST FROM COLLIERVILLE.
 FE2187'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2187'0.2 KM (0.1 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2187'COLLIERVILLE, THENCE 1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 57 TO
 FE2187'THE MERGER WITH U.S. HIGHWAY 72, CONTINUE WESTERLY FOR 2.2 KM (1.4 MI)
 FE2187'TO THE MARK ON THE RIGHT, AT AN ENTRANCE TO A LARGE TWO STORY HOUSE,
 FE2187'14.72 METERS (48.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2187'8.84 METERS (29.0 FT) WEST OF THE CENTER OF A DRIVEWAY TO HOUSE,
 FE2187'7.44 METERS (24.4 FT) SOUTHWEST OF THE WEST WOODEN ENTRANCE MARKER,
 FE2187'1.25 METERS (4.1 FT) WEST OF A CORNER POST TO A BOARD FENCE, AND
 FE2187'0.37 METERS (1.2 FT) SOUTH OF THE BOARD FENCE.  THE T IN THE STAMPING
 FE2187'IS UPSIDE DOWN.
 FE2187'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2187
 FE2187                          STATION RECOVERY (1992)
 FE2187
 FE2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2187'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2187'COLLIERVILLE, THENCE 4.2 KM (2.60 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2187'AND U.S. HIGHWAY 72 (POPULAR AVENUE), 14.7 M (48.2 FT) NORTH OF THE
 FE2187'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.8 M (28.9 FT)
 FE2187'WEST OF THE CENTER OF A DRIVEWAY AT 10562 POPULAR AVENUE, 1.2 M
 FE2187'(3.9 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) EAST OF A WITNESS
 FE2187'POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 FE2187'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FE2187'5-INCH LOGO CAP.  THE T IN THE DESIGNATION IS STAMPED UPSIDE DOWN.
 FE2187
 FE2187                          STATION RECOVERY (2002)
 FE2187
 FE2187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2187'NO SIGN OF ENTRY TO HOME. HWY HAS BEEN WIDENED AND PROPERTY NOT HWY
 FE2187'HAS BEEN LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1135 ***********************************************************************
 GC1135  DESIGNATION -  T 3
 GC1135  PID         -  GC1135
 GC1135  STATE/COUNTY-  TN/MONTGOMERY
 GC1135  USGS QUAD   -  CLARKSVILLE (1984)
 GC1135
 GC1135                         *CURRENT SURVEY CONTROL
 GC1135  ___________________________________________________________________
 GC1135* NAD 83(1986)-  36 31 41.     (N)    087 20 47.     (W)     SCALED    
 GC1135* NAVD 88     -       151.591  (meters)     497.34   (feet)  ADJUSTED  
 GC1135  ___________________________________________________________________
 GC1135  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1135  DYNAMIC HT  -         151.465 (meters)     496.93  (feet)  COMP
 GC1135  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GC1135
 GC1135  VERT ORDER  -  FIRST     CLASS II
 GC1135
 GC1135.The horizontal coordinates were scaled from a topographic map and have
 GC1135.an estimated accuracy of +/- 6 seconds.
 GC1135
 GC1135.The orthometric height was determined by differential leveling
 GC1135.and adjusted by the National Geodetic Survey in June 1991..
 GC1135
 GC1135.The geoid height was determined by GEOID03.
 GC1135
 GC1135.The dynamic height is computed by dividing the NAVD 88
 GC1135.geopotential number by the normal gravity value computed on the
 GC1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1135.degrees latitude (g = 980.6199 gals.).
 GC1135
 GC1135.The modeled gravity was interpolated from observed gravity values.
 GC1135
 GC1135;                    North         East    Units  Estimated Accuracy
 GC1135;SPC TN       -   244,340.      479,420.      MT  (+/- 180 meters Scaled)
 GC1135
 GC1135                          SUPERSEDED SURVEY CONTROL
 GC1135
 GC1135  NGVD 29 (??/??/92)  151.660  (m)          497.57   (f) ADJ UNCH    1 2
 GC1135
 GC1135.Superseded values are not recommended for survey control.
 GC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1135.See file dsdata.txt to determine how the superseded data were derived.
 GC1135
 GC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF689425(NAD 83)
 GC1135_MARKER: DB = BENCH MARK DISK
 GC1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1135_SP_SET: BUILDING
 GC1135_STAMPING: T 3 1921 T 3
 GC1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1135
 GC1135  HISTORY     - Date     Condition        Report By
 GC1135  HISTORY     - 1949     MONUMENTED       CGS
 GC1135  HISTORY     - 1957     GOOD             NGS
 GC1135  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1135
 GC1135                          STATION DESCRIPTION
 GC1135
 GC1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1135'AT CLARKSVILLE.
 GC1135'AT CLARKSVILLE, AT THE INTERSECTION OF 10TH STREET, THE LOUISVILLE
 GC1135'AND NASHVILLE RAILROAD AND COMMERCE STREET, 5 FEET WEST OF THE
 GC1135'WEST CURB OF 10TH STREET, ABOUT 65 YARDS SOUTHWEST OF THE WEST
 GC1135'CORNER OF THE L. AND N. RR STATION, 69 FEET NORTHWEST OF THE
 GC1135'NORTHWEST RAIL OF THE TRACK, SET VERTICALLY IN THE EAST FACE OF THE
 GC1135'CONCRETE COLUMN OF THE CONCRETE AND BRICK BUILDING HOUSING THE
 GC1135'AMERICAN SNUFF COMPANY, AND ABOUT 2 FEET ABOVE THE SIDE WALK.
 GC1135
 GC1135                          STATION RECOVERY (1957)
 GC1135
 GC1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1135'RECOVERED IN GOOD CONDITION.
 GC1135
 GC1135                          STATION RECOVERY (1984)
 GC1135
 GC1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1135'SEARCHED FOR BUT NOT RECOVERED.  THE FACE OF THE AMERICAN SNUFF
 GC1135'COMPANY HAS BEEN RENOVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1768 ***********************************************************************
 FF1768  DESIGNATION -  T 300
 FF1768  PID         -  FF1768
 FF1768  STATE/COUNTY-  TN/SHELBY
 FF1768  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1768
 FF1768                         *CURRENT SURVEY CONTROL
 FF1768  ___________________________________________________________________
 FF1768* NAD 83(1986)-  35 06 56.     (N)    090 01 16.     (W)     SCALED    
 FF1768* NAVD 88     -        88.611  (meters)     290.72   (feet)  ADJUSTED  
 FF1768  ___________________________________________________________________
 FF1768  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF1768  DYNAMIC HT  -          88.530 (meters)     290.45  (feet)  COMP
 FF1768  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FF1768
 FF1768  VERT ORDER  -  FIRST     CLASS II
 FF1768
 FF1768.The horizontal coordinates were scaled from a topographic map and have
 FF1768.an estimated accuracy of +/- 6 seconds.
 FF1768
 FF1768.The orthometric height was determined by differential leveling
 FF1768.and adjusted by the National Geodetic Survey in June 1991..
 FF1768
 FF1768.The geoid height was determined by GEOID03.
 FF1768
 FF1768.The dynamic height is computed by dividing the NAVD 88
 FF1768.geopotential number by the normal gravity value computed on the
 FF1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1768.degrees latitude (g = 980.6199 gals.).
 FF1768
 FF1768.The modeled gravity was interpolated from observed gravity values.
 FF1768
 FF1768;                    North         East    Units  Estimated Accuracy
 FF1768;SPC TN       -    94,320.      233,530.      MT  (+/- 180 meters Scaled)
 FF1768
 FF1768                          SUPERSEDED SURVEY CONTROL
 FF1768
 FF1768.No superseded survey control is available for this station.
 FF1768
 FF1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU714899(NAD 83)
 FF1768_MARKER: I = METAL ROD
 FF1768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF1768_SP_SET: STAINLESS STEEL ROD
 FF1768_STAMPING: T 300 1983
 FF1768_MARK LOGO: NGS   
 FF1768_PROJECTION: FLUSH
 FF1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1768_ROD/PIPE-DEPTH: 9.75 meters
 FF1768
 FF1768  HISTORY     - Date     Condition        Report By
 FF1768  HISTORY     - 1983     MONUMENTED       NGS
 FF1768  HISTORY     - 19951211 MARK NOT FOUND   TN1620
 FF1768
 FF1768                          STATION DESCRIPTION
 FF1768
 FF1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FF1768'IN MEMPHIS.
 FF1768'IN MEMPHIS, SET AT THE JUNCTION OF BELLEVUE BOULEVARD (U.S. HIGHWAY 51
 FF1768'AND STATE HIGHWAY 3) AND MCLEMORE AVENUE IN THE NORTHEAST ANGLE OF THE
 FF1768'INTERSECTION, 16.09 METERS (52.8 FT) EAST OF THE CENTERLINE OF THE
 FF1768'NORTHBOUND LANE OF THE BOULEVARD, 19.11 METERS (62.7 FT) NORTH OF THE
 FF1768'CENTERLINE OF THE AVENUE, 8.29 METERS (27.2 FT) EAST OF A POWERLINE
 FF1768'POLE, 5.18 METERS (17.0 FT) NORTHEAST OF A LEONARDS PIT BBQ SIGN,
 FF1768'2.35 METERS (7.7 FT) NORTH OF THE SOUTHWEST CORNER OF A LARGE BRICK
 FF1768'BUILDING (AT PRESENT LEONARDS PIT BBQ), AND 0.61 METER (2.0 FT) WEST
 FF1768'OF LEONARDS PIT BBQ WEST WALL.
 FF1768'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FF1768'THE MARK IS ABOVE LEVEL WITH AVENUE.
 FF1768
 FF1768                          STATION RECOVERY (1995)
 FF1768
 FF1768'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FF1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1373 ***********************************************************************
 FD1373  DESIGNATION -  T 301
 FD1373  PID         -  FD1373
 FD1373  STATE/COUNTY-  TN/MAURY
 FD1373  USGS QUAD   -  SUMMERTOWN (1976)
 FD1373
 FD1373                         *CURRENT SURVEY CONTROL
 FD1373  ___________________________________________________________________
 FD1373* NAD 83(1986)-  35 26 34.     (N)    087 16 42.     (W)     SCALED    
 FD1373* NAVD 88     -       302.126  (meters)     991.23   (feet)  ADJUSTED  
 FD1373  ___________________________________________________________________
 FD1373  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1373  DYNAMIC HT  -         301.847 (meters)     990.31  (feet)  COMP
 FD1373  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 FD1373
 FD1373  VERT ORDER  -  FIRST     CLASS II
 FD1373
 FD1373.The horizontal coordinates were scaled from a topographic map and have
 FD1373.an estimated accuracy of +/- 6 seconds.
 FD1373
 FD1373.The orthometric height was determined by differential leveling
 FD1373.and adjusted by the National Geodetic Survey in June 1991..
 FD1373
 FD1373.The geoid height was determined by GEOID03.
 FD1373
 FD1373.The dynamic height is computed by dividing the NAVD 88
 FD1373.geopotential number by the normal gravity value computed on the
 FD1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1373.degrees latitude (g = 980.6199 gals.).
 FD1373
 FD1373.The modeled gravity was interpolated from observed gravity values.
 FD1373
 FD1373;                    North         East    Units  Estimated Accuracy
 FD1373;SPC TN       -   123,850.      483,940.      MT  (+/- 180 meters Scaled)
 FD1373
 FD1373                          SUPERSEDED SURVEY CONTROL
 FD1373
 FD1373.No superseded survey control is available for this station.
 FD1373
 FD1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE747221(NAD 83)
 FD1373_MARKER: I = METAL ROD
 FD1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1373_SP_SET: STAINLESS STEEL ROD
 FD1373_STAMPING: T 301 1984
 FD1373_MARK LOGO: NGS   
 FD1373_PROJECTION: FLUSH
 FD1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1373_ROD/PIPE-DEPTH: 5.79 meters
 FD1373
 FD1373  HISTORY     - Date     Condition        Report By
 FD1373  HISTORY     - 1984     MONUMENTED       NGS
 FD1373
 FD1373                          STATION DESCRIPTION
 FD1373
 FD1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1373'2.8 KM (1.75 MI) EAST FROM SUMMERTOWN.
 FD1373'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1373'SUMMERTOWN, TO THE JUNCTION OF U.S. HIGHWAY 43 AND THE MARK IN THE
 FD1373'TRIANGLE SHAPED MEDIAN, 10.88 METERS (35.7 FT) WEST OF THE CENTERLINE
 FD1373'OF HIGHWAY 43, 22.10 METERS (72.5 FT) NORTH OF THE APPROXIMATE CENTER
 FD1373'OF A ROAD JOINING HIGHWAYS 20 AND 43, 15.58 METERS (51.1 FT) SOUTHEAST
 FD1373'OF THE CENTERLINE OF HIGHWAY 20, AND 2.44 METERS (8.0 FT) SOUTH OF AN
 FD1373'EVERGREEN TREE.
 FD1373'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1373'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1962 ***********************************************************************
 GC1962  DESIGNATION -  T 302
 GC1962  PID         -  GC1962
 GC1962  STATE/COUNTY-  TN/WILLIAMSON
 GC1962  USGS QUAD   -  OAK HILL (1968)
 GC1962
 GC1962                         *CURRENT SURVEY CONTROL
 GC1962  ___________________________________________________________________
 GC1962* NAD 83(1986)-  36 01 41.     (N)    086 47 30.     (W)     SCALED    
 GC1962* NAVD 88     -       213.647  (meters)     700.94   (feet)  ADJUSTED  
 GC1962  ___________________________________________________________________
 GC1962  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1962  DYNAMIC HT  -         213.461 (meters)     700.33  (feet)  COMP
 GC1962  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC1962
 GC1962  VERT ORDER  -  FIRST     CLASS II
 GC1962
 GC1962.The horizontal coordinates were scaled from a topographic map and have
 GC1962.an estimated accuracy of +/- 6 seconds.
 GC1962
 GC1962.The orthometric height was determined by differential leveling
 GC1962.and adjusted by the National Geodetic Survey in June 1991..
 GC1962
 GC1962.The geoid height was determined by GEOID03.
 GC1962
 GC1962.The dynamic height is computed by dividing the NAVD 88
 GC1962.geopotential number by the normal gravity value computed on the
 GC1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1962.degrees latitude (g = 980.6199 gals.).
 GC1962
 GC1962.The modeled gravity was interpolated from observed gravity values.
 GC1962
 GC1962;                    North         East    Units  Estimated Accuracy
 GC1962;SPC TN       -   188,320.      528,650.      MT  (+/- 180 meters Scaled)
 GC1962
 GC1962                          SUPERSEDED SURVEY CONTROL
 GC1962
 GC1962.No superseded survey control is available for this station.
 GC1962
 GC1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE187870(NAD 83)
 GC1962_MARKER: I = METAL ROD
 GC1962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1962_SP_SET: STAINLESS STEEL ROD
 GC1962_STAMPING: T 302 1984
 GC1962_MARK LOGO: NGS   
 GC1962_PROJECTION: RECESSED 3 CENTIMETERS
 GC1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1962_ROD/PIPE-DEPTH: 3.50 meters
 GC1962
 GC1962  HISTORY     - Date     Condition        Report By
 GC1962  HISTORY     - 1984     MONUMENTED       NGS
 GC1962
 GC1962                          STATION DESCRIPTION
 GC1962
 GC1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1962'0.9 KM (0.55 MI) SW FROM BRENTWOOD.
 GC1962'0.25 KM (0.15 MI) WEST ALONG CHURCH STREET FROM THE POST OFFICE IN
 GC1962'BRENTWOOD, THENCE 0.6 KM (0.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 TO
 GC1962'THE MARK SET AT THE NORTHEAST CORNER OF LAWN BY A ROCK PLANTER BOX AT
 GC1962'THE BRENTWOOD UNITED METHODIST CHURCH WHICH IS LOCATED AT THE
 GC1962'INTERSECTION OF U.S. HIGHWAY 31 (FRANKLIN ROAD) AND WILLIAMSBURG ROAD,
 GC1962'8.22 METERS (27.0 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31
 GC1962'NORTHBOUND, 13.71 METERS (45.0 FT) SOUTHWEST OF THE CENTER OF
 GC1962'WILLIAMSBURG ROAD, 1.21 METERS (4.0 FT) SOUTHWEST OF A POWERLINE POLE
 GC1962'WITH A STREET LIGHT, AND 1.65 METERS (5.4 FT) SOUTHEAST OF THE
 GC1962'SOUTHEAST END OF THE ROCK PLANTER BOX.
 GC1962'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2028 ***********************************************************************
 GC2028  DESIGNATION -  T 303
 GC2028  PID         -  GC2028
 GC2028  STATE/COUNTY-  TN/MONTGOMERY
 GC2028  USGS QUAD   -  CLARKSVILLE (1984)
 GC2028
 GC2028                         *CURRENT SURVEY CONTROL
 GC2028  ___________________________________________________________________
 GC2028* NAD 83(1986)-  36 35 07.     (N)    087 17 40.     (W)     SCALED    
 GC2028* NAVD 88     -       157.922  (meters)     518.12   (feet)  ADJUSTED  
 GC2028  ___________________________________________________________________
 GC2028  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2028  DYNAMIC HT  -         157.793 (meters)     517.69  (feet)  COMP
 GC2028  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GC2028
 GC2028  VERT ORDER  -  FIRST     CLASS II
 GC2028
 GC2028.The horizontal coordinates were scaled from a topographic map and have
 GC2028.an estimated accuracy of +/- 6 seconds.
 GC2028
 GC2028.The orthometric height was determined by differential leveling
 GC2028.and adjusted by the National Geodetic Survey in June 1991..
 GC2028
 GC2028.The geoid height was determined by GEOID03.
 GC2028
 GC2028.The dynamic height is computed by dividing the NAVD 88
 GC2028.geopotential number by the normal gravity value computed on the
 GC2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2028.degrees latitude (g = 980.6199 gals.).
 GC2028
 GC2028.The modeled gravity was interpolated from observed gravity values.
 GC2028
 GC2028;                    North         East    Units  Estimated Accuracy
 GC2028;SPC TN       -   250,630.      484,160.      MT  (+/- 180 meters Scaled)
 GC2028
 GC2028                          SUPERSEDED SURVEY CONTROL
 GC2028
 GC2028.No superseded survey control is available for this station.
 GC2028
 GC2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF736489(NAD 83)
 GC2028_MARKER: I = METAL ROD
 GC2028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2028_SP_SET: STAINLESS STEEL ROD
 GC2028_STAMPING: T 303 1984
 GC2028_MARK LOGO: NGS   
 GC2028_PROJECTION: RECESSED 3 CENTIMETERS
 GC2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2028_ROD/PIPE-DEPTH: 7.28 meters
 GC2028
 GC2028  HISTORY     - Date     Condition        Report By
 GC2028  HISTORY     - 1984     MONUMENTED       NGS
 GC2028
 GC2028                          STATION DESCRIPTION
 GC2028
 GC2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2028'3.0 KM (1.85 MI) NE FROM ST BETHLEHEM.
 GC2028'3.0 KM (1.85 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2028'IN ST. BETHLEHEM TO THE INTERSECTION OF DUNLOP ROAD LEADING RIGHT AND
 GC2028'THE MARK ON THE RIGHT IN FRONT OF THE TRANE AIR CONDITIONING FACTORY,
 GC2028'18.59 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC2028'33.01 METERS (108.3 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF DUNLOP
 GC2028'ROAD, 4.63 METERS (15.2 FT) NORTHEAST OF A POWERLINE POLE, AND
 GC2028'0.30 METERS (1.0 FT) NORTHWEST OF A CHAIN LINK FENCE AROUND THE TRANE
 GC2028'FACTORY.
 GC2028'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GC2028'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1989 ***********************************************************************
 GC1989  DESIGNATION -  T 304
 GC1989  PID         -  GC1989
 GC1989  STATE/COUNTY-  TN/CHEATHAM
 GC1989  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1989
 GC1989                         *CURRENT SURVEY CONTROL
 GC1989  ___________________________________________________________________
 GC1989* NAD 83(1986)-  36 18 54.     (N)    087 07 32.     (W)     SCALED    
 GC1989* NAVD 88     -       125.890  (meters)     413.02   (feet)  ADJUSTED  
 GC1989  ___________________________________________________________________
 GC1989  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1989  DYNAMIC HT  -         125.785 (meters)     412.68  (feet)  COMP
 GC1989  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC1989
 GC1989  VERT ORDER  -  FIRST     CLASS II
 GC1989
 GC1989.The horizontal coordinates were scaled from a topographic map and have
 GC1989.an estimated accuracy of +/- 6 seconds.
 GC1989
 GC1989.The orthometric height was determined by differential leveling
 GC1989.and adjusted by the National Geodetic Survey in June 1991..
 GC1989
 GC1989.The geoid height was determined by GEOID03.
 GC1989
 GC1989.The dynamic height is computed by dividing the NAVD 88
 GC1989.geopotential number by the normal gravity value computed on the
 GC1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1989.degrees latitude (g = 980.6199 gals.).
 GC1989
 GC1989.The modeled gravity was interpolated from observed gravity values.
 GC1989
 GC1989;                    North         East    Units  Estimated Accuracy
 GC1989;SPC TN       -   220,450.      498,930.      MT  (+/- 180 meters Scaled)
 GC1989
 GC1989                          SUPERSEDED SURVEY CONTROL
 GC1989
 GC1989.No superseded survey control is available for this station.
 GC1989
 GC1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF887188(NAD 83)
 GC1989_MARKER: I = METAL ROD
 GC1989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1989_SP_SET: STAINLESS STEEL ROD
 GC1989_STAMPING: T 304 1984
 GC1989_MARK LOGO: NGS   
 GC1989_PROJECTION: FLUSH
 GC1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1989_ROD/PIPE-DEPTH: 3.96 meters
 GC1989
 GC1989  HISTORY     - Date     Condition        Report By
 GC1989  HISTORY     - 1984     MONUMENTED       NGS
 GC1989
 GC1989                          STATION DESCRIPTION
 GC1989
 GC1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1989'7.7 KM (4.8 MI) NW FROM ASHLAND CITY.
 GC1989'7.7 KM (4.8 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1989'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE LEFT, 13.78 METERS
 GC1989'(45.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.34 METERS
 GC1989'(70.0 FT) NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY LEADING
 GC1989'TO A ONE LEVEL BRICK HOUSE, 6.37 METERS (20.9 FT) NORTHEAST OF THE
 GC1989'NORTHEAST CORNER OF A ONE LEVEL WOODEN SHED, AND 0.88 METERS (2.9 FT)
 GC1989'SOUTHEAST OF POWERLINE POLE NUMBER 18.
 GC1989'THE MARK IS 0.88 METERS  SE FROM A WITNESS POST.
 GC1989'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2016 ***********************************************************************
 GC2016  DESIGNATION -  T 305
 GC2016  PID         -  GC2016
 GC2016  STATE/COUNTY-  TN/MONTGOMERY
 GC2016  USGS QUAD   -  CLARKSVILLE (1984)
 GC2016
 GC2016                         *CURRENT SURVEY CONTROL
 GC2016  ___________________________________________________________________
 GC2016* NAD 83(1986)-  36 30 47.     (N)    087 19 24.     (W)     SCALED    
 GC2016* NAVD 88     -       164.008  (meters)     538.08   (feet)  ADJUSTED  
 GC2016  ___________________________________________________________________
 GC2016  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2016  DYNAMIC HT  -         163.872 (meters)     537.64  (feet)  COMP
 GC2016  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GC2016
 GC2016  VERT ORDER  -  FIRST     CLASS II
 GC2016
 GC2016.The horizontal coordinates were scaled from a topographic map and have
 GC2016.an estimated accuracy of +/- 6 seconds.
 GC2016
 GC2016.The orthometric height was determined by differential leveling
 GC2016.and adjusted by the National Geodetic Survey in June 1991..
 GC2016
 GC2016.The geoid height was determined by GEOID03.
 GC2016
 GC2016.The dynamic height is computed by dividing the NAVD 88
 GC2016.geopotential number by the normal gravity value computed on the
 GC2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2016.degrees latitude (g = 980.6199 gals.).
 GC2016
 GC2016.The modeled gravity was interpolated from observed gravity values.
 GC2016
 GC2016;                    North         East    Units  Estimated Accuracy
 GC2016;SPC TN       -   242,650.      481,460.      MT  (+/- 180 meters Scaled)
 GC2016
 GC2016                          SUPERSEDED SURVEY CONTROL
 GC2016
 GC2016.No superseded survey control is available for this station.
 GC2016
 GC2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF710409(NAD 83)
 GC2016_MARKER: I = METAL ROD
 GC2016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2016_SP_SET: STAINLESS STEEL ROD
 GC2016_STAMPING: T 305 1984
 GC2016_MARK LOGO: NGS   
 GC2016_PROJECTION: FLUSH
 GC2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2016_ROD/PIPE-DEPTH: 6.10 meters
 GC2016
 GC2016  HISTORY     - Date     Condition        Report By
 GC2016  HISTORY     - 1984     MONUMENTED       NGS
 GC2016
 GC2016                          STATION DESCRIPTION
 GC2016
 GC2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2016'IN CLARKSVILLE.
 GC2016'IN CLARKSVILLE, 1.1 KM (0.7 MI) SOUTHWEST ALONG GOLF CLUB LANE FROM
 GC2016'THE JUNCTION OF U.S. ALTERNATE HIGHWAY 41 AT THE MEMORIAL HOSPITAL TO
 GC2016'THE MARK ON THE LEFT, BY A WIRE FENCE AT THE JUNCTION OF HENDRICKS
 GC2016'STREET, 71.38 METERS (234.2 FT) SOUTHEAST OF THE JUNCTION OF GOLF CLUB
 GC2016'LANE AND HENDRICKS STREET, 30.85 METERS (101.2 FT) NORTHWEST OF A
 GC2016'POWER POLE, 6.55 METERS (21.5 FT) SOUTHWEST OF THE CENTER OF THE LANE,
 GC2016'0.88 METERS (2.9 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A WIRE
 GC2016'FENCE, AND 5.82 METERS (19.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2016'A SMALL HOUSE.
 GC2016'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 GC2016'THE MARK IS ABOVE LEVEL WITH LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1054 ***********************************************************************
 FD1054  DESIGNATION -  T 31
 FD1054  PID         -  FD1054
 FD1054  STATE/COUNTY-  TN/WAYNE
 FD1054  USGS QUAD   -  TOPSY (1968)
 FD1054
 FD1054                         *CURRENT SURVEY CONTROL
 FD1054  ___________________________________________________________________
 FD1054* NAD 83(1986)-  35 27 39.     (N)    087 41 32.     (W)     SCALED    
 FD1054* NAVD 88     -       257.865  (meters)     846.01   (feet)  ADJUSTED  
 FD1054  ___________________________________________________________________
 FD1054  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1054  DYNAMIC HT  -         257.624 (meters)     845.22  (feet)  COMP
 FD1054  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FD1054
 FD1054  VERT ORDER  -  SECOND    CLASS 0
 FD1054
 FD1054.The horizontal coordinates were scaled from a topographic map and have
 FD1054.an estimated accuracy of +/- 6 seconds.
 FD1054
 FD1054.The orthometric height was determined by differential leveling
 FD1054.and adjusted by the National Geodetic Survey in June 1991..
 FD1054
 FD1054.The geoid height was determined by GEOID03.
 FD1054
 FD1054.The dynamic height is computed by dividing the NAVD 88
 FD1054.geopotential number by the normal gravity value computed on the
 FD1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1054.degrees latitude (g = 980.6199 gals.).
 FD1054
 FD1054.The modeled gravity was interpolated from observed gravity values.
 FD1054
 FD1054;                    North         East    Units  Estimated Accuracy
 FD1054;SPC TN       -   126,420.      446,400.      MT  (+/- 180 meters Scaled)
 FD1054
 FD1054                          SUPERSEDED SURVEY CONTROL
 FD1054
 FD1054  NGVD 29 (??/??/92)  257.838  (m)          845.92   (f) ADJ UNCH    2 0
 FD1054
 FD1054.Superseded values are not recommended for survey control.
 FD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1054.See file dsdata.txt to determine how the superseded data were derived.
 FD1054
 FD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE371243(NAD 83)
 FD1054_MARKER: DB = BENCH MARK DISK
 FD1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1054_STAMPING: T 31 1934
 FD1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1054+STABILITY: SURFACE MOTION
 FD1054
 FD1054  HISTORY     - Date     Condition        Report By
 FD1054  HISTORY     - 1934     MONUMENTED       CGS
 FD1054  HISTORY     - 1951     GOOD             NGS
 FD1054
 FD1054                          STATION DESCRIPTION
 FD1054
 FD1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FD1054'11.8 MI S FROM HOHENWALD.
 FD1054'IN WAYNE COUNTY, 11.8 MILES SOUTH ALONG STATE HIGHWAY 48 FROM THE
 FD1054'POST OFFICE AT HOHENWALD, LEWIS COUNTY, ABOUT 2 MILES NORTH OF THE
 FD1054'BUFFALO RIVER BRIDGE, 1.0 MILE SOUTH OF THE LEWIS-WAYNE COUNTY
 FD1054'LINE, 35 YARDS NORTH OF A CURVE SIGN ON THE EAST SIDE OF THE
 FD1054'HIGHWAY, AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 FD1054'STANDARD DISK, STAMPED T 31 1934 AND SET IN THE TOP OF A CONCRETE
 FD1054'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0359 ***********************************************************************
 FD0359  DESIGNATION -  T 32
 FD0359  PID         -  FD0359
 FD0359  STATE/COUNTY-  TN/BEDFORD
 FD0359  USGS QUAD   -  BEDFORD (1981)
 FD0359
 FD0359                         *CURRENT SURVEY CONTROL
 FD0359  ___________________________________________________________________
 FD0359* NAD 83(1986)-  35 27 33.     (N)    086 34 03.     (W)     SCALED    
 FD0359* NAVD 88     -       242.850  (meters)     796.75   (feet)  ADJUSTED  
 FD0359  ___________________________________________________________________
 FD0359  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0359  DYNAMIC HT  -         242.631 (meters)     796.03  (feet)  COMP
 FD0359  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FD0359
 FD0359  VERT ORDER  -  SECOND    CLASS 0
 FD0359
 FD0359.The horizontal coordinates were scaled from a topographic map and have
 FD0359.an estimated accuracy of +/- 6 seconds.
 FD0359
 FD0359.The orthometric height was determined by differential leveling
 FD0359.and adjusted by the National Geodetic Survey in June 1991..
 FD0359
 FD0359.The geoid height was determined by GEOID03.
 FD0359
 FD0359.The dynamic height is computed by dividing the NAVD 88
 FD0359.geopotential number by the normal gravity value computed on the
 FD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0359.degrees latitude (g = 980.6199 gals.).
 FD0359
 FD0359.The modeled gravity was interpolated from observed gravity values.
 FD0359
 FD0359;                    North         East    Units  Estimated Accuracy
 FD0359;SPC TN       -   125,060.      548,490.      MT  (+/- 180 meters Scaled)
 FD0359
 FD0359                          SUPERSEDED SURVEY CONTROL
 FD0359
 FD0359  NGVD 29 (??/??/92)  242.838  (m)          796.71   (f) ADJ UNCH    2 0
 FD0359
 FD0359.Superseded values are not recommended for survey control.
 FD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0359.See file dsdata.txt to determine how the superseded data were derived.
 FD0359
 FD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE392240(NAD 83)
 FD0359_MARKER: DB = BENCH MARK DISK
 FD0359_SETTING: 66 = SET IN ROCK OUTCROP
 FD0359_SP_SET: SET IN ROCK OUTCROP
 FD0359_STAMPING: T 32 1934
 FD0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0359+STABILITY: POSITION/ELEVATION WELL
 FD0359
 FD0359  HISTORY     - Date     Condition        Report By
 FD0359  HISTORY     - 1934     MONUMENTED       CGS
 FD0359  HISTORY     - 1934     GOOD             NGS
 FD0359  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0359
 FD0359                          STATION DESCRIPTION
 FD0359
 FD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0359'6.8 MI W FROM SHELBYVILLE.
 FD0359'6.8 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 FD0359'SHELBYVILLE, BEDFORD COUNTY, 0.3 MILE EAST OF THE TUCKER STORE
 FD0359'IN 1934, 125 FEET WEST OF THE BARN OF C.B. HOOTEN IN 1934, 25
 FD0359'FEET WEST OF THE BARNYARD FENCE, 56 FEET NORTHEAST OF THE
 FD0359'CENTERLINE OF THE HIGHWAY, 38 FEET NORTHWEST OF TELEPHONE POLE
 FD0359'317, IN THE PASTURE, AND IN THE TOP OF BEDROCK.  A STANDARD DISK,
 FD0359'STAMPED T 32 1934.
 FD0359
 FD0359                          STATION RECOVERY (2001)
 FD0359
 FD0359'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0359' 
 FD0359' 
 FD0359' 
 FD0359' 
 FD0359' 
 FD0359' 
 FD0359' 
 FD0359' 
 FD0359' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0276 ***********************************************************************
 FD0276  DESIGNATION -  T 33
 FD0276  PID         -  FD0276
 FD0276  STATE/COUNTY-  TN/LINCOLN
 FD0276  USGS QUAD   -  BOONSHILL (1982)
 FD0276
 FD0276                         *CURRENT SURVEY CONTROL
 FD0276  ___________________________________________________________________
 FD0276* NAD 83(1986)-  35 12 32.     (N)    086 44 29.     (W)     SCALED    
 FD0276* NAVD 88     -       204.960  (meters)     672.44   (feet)  ADJUSTED  
 FD0276  ___________________________________________________________________
 FD0276  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0276  DYNAMIC HT  -         204.771 (meters)     671.82  (feet)  COMP
 FD0276  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FD0276
 FD0276  VERT ORDER  -  SECOND    CLASS 0
 FD0276
 FD0276.The horizontal coordinates were scaled from a topographic map and have
 FD0276.an estimated accuracy of +/- 6 seconds.
 FD0276
 FD0276.The orthometric height was determined by differential leveling
 FD0276.and adjusted by the National Geodetic Survey in June 1991..
 FD0276
 FD0276.The geoid height was determined by GEOID03.
 FD0276
 FD0276.The dynamic height is computed by dividing the NAVD 88
 FD0276.geopotential number by the normal gravity value computed on the
 FD0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0276.degrees latitude (g = 980.6199 gals.).
 FD0276
 FD0276.The modeled gravity was interpolated from observed gravity values.
 FD0276
 FD0276;                    North         East    Units  Estimated Accuracy
 FD0276;SPC TN       -    97,400.      532,490.      MT  (+/- 180 meters Scaled)
 FD0276
 FD0276                          SUPERSEDED SURVEY CONTROL
 FD0276
 FD0276  NGVD 29 (??/??/92)  204.937  (m)          672.36   (f) ADJ UNCH    2 0
 FD0276
 FD0276.Superseded values are not recommended for survey control.
 FD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0276.See file dsdata.txt to determine how the superseded data were derived.
 FD0276
 FD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED235962(NAD 83)
 FD0276_MARKER: DB = BENCH MARK DISK
 FD0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0276_STAMPING: T 33 1934
 FD0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0276+STABILITY: SURFACE MOTION
 FD0276
 FD0276  HISTORY     - Date     Condition        Report By
 FD0276  HISTORY     - 1934     MONUMENTED       CGS
 FD0276
 FD0276                          STATION DESCRIPTION
 FD0276
 FD0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0276'7 MI E FROM FRANKEWING.
 FD0276'IN LINCOLN COUNTY, 7.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0276'FRANKEWING, GILES COUNTY, 10.0 MILES WEST OF FAYETTEVILLE, LINCOLN
 FD0276'COUNTY, 500 YARDS SOUTH OF THE BRICK HIGH SCHOOL BUILDING AT
 FD0276'BOONSHILL, 47 PACES WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 FD0276'TO RED OAK AND BOONSHILL, AND 25 FEET NORTH OF THE CENTERLINE
 FD0276'OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 33 1934 AND SET IN
 FD0276'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0422 ***********************************************************************
 FE0422  DESIGNATION -  T 35
 FE0422  PID         -  FE0422
 FE0422  STATE/COUNTY-  TN/HARDIN
 FE0422  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0422
 FE0422                         *CURRENT SURVEY CONTROL
 FE0422  ___________________________________________________________________
 FE0422* NAD 83(1986)-  35 13 33.     (N)    088 21 21.     (W)     SCALED    
 FE0422* NAVD 88     -       132.542  (meters)     434.85   (feet)  ADJUSTED  
 FE0422  ___________________________________________________________________
 FE0422  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0422  DYNAMIC HT  -         132.421 (meters)     434.45  (feet)  COMP
 FE0422  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FE0422
 FE0422  VERT ORDER  -  FIRST     CLASS II
 FE0422
 FE0422.The horizontal coordinates were scaled from a topographic map and have
 FE0422.an estimated accuracy of +/- 6 seconds.
 FE0422
 FE0422.The orthometric height was determined by differential leveling
 FE0422.and adjusted by the National Geodetic Survey in June 1991..
 FE0422.WARNING-Repeat measurements at this control monument indicate possible
 FE0422.vertical movement.
 FE0422
 FE0422.The geoid height was determined by GEOID03.
 FE0422
 FE0422.The dynamic height is computed by dividing the NAVD 88
 FE0422.geopotential number by the normal gravity value computed on the
 FE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0422.degrees latitude (g = 980.6199 gals.).
 FE0422
 FE0422.The modeled gravity was interpolated from observed gravity values.
 FE0422
 FE0422;                    North         East    Units  Estimated Accuracy
 FE0422;SPC TN       -   101,610.      385,550.      MT  (+/- 180 meters Scaled)
 FE0422
 FE0422                          SUPERSEDED SURVEY CONTROL
 FE0422
 FE0422  NGVD 29 (??/??/??)  132.546  (m)          434.86   (f) ADJUSTED    1 2
 FE0422
 FE0422.Superseded values are not recommended for survey control.
 FE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0422.See file dsdata.txt to determine how the superseded data were derived.
 FE0422
 FE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD766989(NAD 83)
 FE0422_MARKER: DB = BENCH MARK DISK
 FE0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0422_SP_SET: CULVERT
 FE0422_STAMPING: T 35 1934
 FE0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0422
 FE0422  HISTORY     - Date     Condition        Report By
 FE0422  HISTORY     - 1934     MONUMENTED       CGS
 FE0422  HISTORY     - 1949     GOOD             CGS
 FE0422  HISTORY     - 1962     GOOD             TVA
 FE0422  HISTORY     - 20040109 MARK NOT FOUND   TERRSV
 FE0422
 FE0422                          STATION DESCRIPTION
 FE0422
 FE0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0422'2 MI E FROM ADAMSVILLE.
 FE0422'IN HARDIN COUNTY, 2.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE
 FE0422'POST OFFICE AT ADAMSVILLE, MCNAIRY  COUNTY, 2.2 MILES WEST OF
 FE0422'THE POST OFFICE AT CRUMP, HARDIN COUNTY, 2.0 MILES WEST OF THE
 FE0422'JUNCTION OF STATE HIGHWAY 22 LEADING SOUTH AT THE CRUMP
 FE0422'METHODIST CHURCH AND CEMETERY, AT THE JUNCTION OF A GRAVEL ROAD
 FE0422'LEADING NORTH TO MORRIS CHAPEL, AT A 24-FOOT CONCRETE CULVERT
 FE0422'WITH A PARTITION, IN THE TOP OF THE SOUTH HEADWALL, 18 FEET
 FE0422'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF THE WEST
 FE0422'END OF THE HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FE0422'HIGHWAY.  A STANDARD DISK, STAMPED T 35 1934.
 FE0422
 FE0422                          STATION RECOVERY (1962)
 FE0422
 FE0422'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0422'RECOVERED IN GOOD CONDITION.
 FE0422
 FE0422                          STATION RECOVERY (2004)
 FE0422
 FE0422'RECOVERY NOTE BY TERRA SURV 2004 (JVH)
 FE0422'MARK NOT FOUND. US 64 IS NOW 5 LANES AND A NEW HEADWALL IS IN THE
 FE0422'LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1003 ***********************************************************************
 FD1003  DESIGNATION -  T 36
 FD1003  PID         -  FD1003
 FD1003  STATE/COUNTY-  TN/WAYNE
 FD1003  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1003
 FD1003                         *CURRENT SURVEY CONTROL
 FD1003  ___________________________________________________________________
 FD1003* NAD 83(1986)-  35 20 32.     (N)    087 39 28.     (W)     SCALED    
 FD1003* NAVD 88     -       224.524  (meters)     736.63   (feet)  ADJUSTED  
 FD1003  ___________________________________________________________________
 FD1003  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1003  DYNAMIC HT  -         224.311 (meters)     735.93  (feet)  COMP
 FD1003  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1003
 FD1003  VERT ORDER  -  SECOND    CLASS 0
 FD1003
 FD1003.The horizontal coordinates were scaled from a topographic map and have
 FD1003.an estimated accuracy of +/- 6 seconds.
 FD1003
 FD1003.The orthometric height was determined by differential leveling
 FD1003.and adjusted by the National Geodetic Survey in June 1991..
 FD1003
 FD1003.The geoid height was determined by GEOID03.
 FD1003
 FD1003.The dynamic height is computed by dividing the NAVD 88
 FD1003.geopotential number by the normal gravity value computed on the
 FD1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1003.degrees latitude (g = 980.6199 gals.).
 FD1003
 FD1003.The modeled gravity was interpolated from observed gravity values.
 FD1003
 FD1003;                    North         East    Units  Estimated Accuracy
 FD1003;SPC TN       -   113,210.      449,310.      MT  (+/- 180 meters Scaled)
 FD1003
 FD1003                          SUPERSEDED SURVEY CONTROL
 FD1003
 FD1003  NGVD 29 (??/??/92)  224.493  (m)          736.52   (f) ADJ UNCH    2 0
 FD1003
 FD1003.Superseded values are not recommended for survey control.
 FD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1003.See file dsdata.txt to determine how the superseded data were derived.
 FD1003
 FD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE402111(NAD 83)
 FD1003_MARKER: DD = SURVEY DISK
 FD1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1003_SP_SET: BRIDGE
 FD1003_STAMPING: T 36 1934
 FD1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1003
 FD1003  HISTORY     - Date     Condition        Report By
 FD1003  HISTORY     - 1934     MONUMENTED       CGS
 FD1003  HISTORY     - 1962     MARK NOT FOUND   NGS
 FD1003
 FD1003                          STATION DESCRIPTION
 FD1003
 FD1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1003'7 MI E FROM WAYNESBORO.
 FD1003'ABOUT 7 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, ABOUT
 FD1003'3 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 48, ABOUT 300 YARDS
 FD1003'EAST OF A LARGE CONCRETE BRIDGE IN A VALLEY, AT A SINGLE-SPAN
 FD1003'SKEW CONCRETE BRIDGE, AND IN THE SOUTH WING WALL OF THE WEST
 FD1003'ABUTMENT.  A STANDARD DISK, STAMPED T 36 1934.
 FD1003
 FD1003                          STATION RECOVERY (1962)
 FD1003
 FD1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1359 ***********************************************************************
 FC1359  DESIGNATION -  T 37
 FC1359  PID         -  FC1359
 FC1359  STATE/COUNTY-  TN/GRUNDY
 FC1359  USGS QUAD   -  BURROW COVE (1983)
 FC1359
 FC1359                         *CURRENT SURVEY CONTROL
 FC1359  ___________________________________________________________________
 FC1359* NAD 83(1986)-  35 16 31.     (N)    085 51 34.     (W)     SCALED    
 FC1359* NAVD 88     -       305.630  (meters)    1002.72   (feet)  ADJUSTED  
 FC1359  ___________________________________________________________________
 FC1359  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1359  DYNAMIC HT  -         305.332 (meters)    1001.74  (feet)  COMP
 FC1359  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 FC1359
 FC1359  VERT ORDER  -  SECOND    CLASS 0
 FC1359
 FC1359.The horizontal coordinates were scaled from a topographic map and have
 FC1359.an estimated accuracy of +/- 6 seconds.
 FC1359
 FC1359.The orthometric height was determined by differential leveling
 FC1359.and adjusted by the National Geodetic Survey in June 1991..
 FC1359
 FC1359.The geoid height was determined by GEOID03.
 FC1359
 FC1359.The dynamic height is computed by dividing the NAVD 88
 FC1359.geopotential number by the normal gravity value computed on the
 FC1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1359.degrees latitude (g = 980.6199 gals.).
 FC1359
 FC1359.The modeled gravity was interpolated from observed gravity values.
 FC1359
 FC1359;                    North         East    Units  Estimated Accuracy
 FC1359;SPC TN       -   104,520.      612,790.      MT  (+/- 180 meters Scaled)
 FC1359
 FC1359                          SUPERSEDED SURVEY CONTROL
 FC1359
 FC1359  NGVD 29 (??/??/92)  305.621  (m)         1002.69   (f) ADJ UNCH    2 0
 FC1359
 FC1359.Superseded values are not recommended for survey control.
 FC1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1359.See file dsdata.txt to determine how the superseded data were derived.
 FC1359
 FC1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE037041(NAD 83)
 FC1359_MARKER: DB = BENCH MARK DISK
 FC1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1359_SP_SET: BRIDGE
 FC1359_STAMPING: T 37 1934
 FC1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1359
 FC1359  HISTORY     - Date     Condition        Report By
 FC1359  HISTORY     - 1934     MONUMENTED       CGS
 FC1359  HISTORY     - 1962     GOOD             NGS
 FC1359
 FC1359                          STATION DESCRIPTION
 FC1359
 FC1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1359'2.5 MI SE FROM PELHAM.
 FC1359'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM PELHAM, GRUNDY
 FC1359'COUNTY, AND IN THE TOP OF THE NORTHWEST WINGWALL OF A CONCRETE
 FC1359'BRIDGE.  A STANDARD DISK, STAMPED T 37 1934.
 FC1359
 FC1359                          STATION RECOVERY (1962)
 FC1359
 FC1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1126 ***********************************************************************
 FC1126  DESIGNATION -  T 39
 FC1126  PID         -  FC1126
 FC1126  STATE/COUNTY-  TN/SEQUATCHIE
 FC1126  USGS QUAD   -  DAUS (1974)
 FC1126
 FC1126                         *CURRENT SURVEY CONTROL
 FC1126  ___________________________________________________________________
 FC1126* NAD 83(1986)-  35 21 20.     (N)    085 24 02.     (W)     SCALED    
 FC1126* NAVD 88     -       226.837  (meters)     744.21   (feet)  ADJUSTED  
 FC1126  ___________________________________________________________________
 FC1126  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1126  DYNAMIC HT  -         226.620 (meters)     743.50  (feet)  COMP
 FC1126  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 FC1126
 FC1126  VERT ORDER  -  SECOND    CLASS 0
 FC1126
 FC1126.The horizontal coordinates were scaled from a topographic map and have
 FC1126.an estimated accuracy of +/- 6 seconds.
 FC1126
 FC1126.The orthometric height was determined by differential leveling
 FC1126.and adjusted by the National Geodetic Survey in June 1991..
 FC1126
 FC1126.The geoid height was determined by GEOID03.
 FC1126
 FC1126.The dynamic height is computed by dividing the NAVD 88
 FC1126.geopotential number by the normal gravity value computed on the
 FC1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1126.degrees latitude (g = 980.6199 gals.).
 FC1126
 FC1126.The modeled gravity was interpolated from observed gravity values.
 FC1126
 FC1126;                    North         East    Units  Estimated Accuracy
 FC1126;SPC TN       -   113,580.      654,480.      MT  (+/- 180 meters Scaled)
 FC1126
 FC1126                          SUPERSEDED SURVEY CONTROL
 FC1126
 FC1126  NGVD 29 (??/??/92)  226.872  (m)          744.33   (f) ADJ UNCH    2 0
 FC1126
 FC1126.Superseded values are not recommended for survey control.
 FC1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1126.See file dsdata.txt to determine how the superseded data were derived.
 FC1126
 FC1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE453136(NAD 83)
 FC1126_MARKER: DB = BENCH MARK DISK
 FC1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1126_STAMPING: T 39 1934
 FC1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1126+STABILITY: SURFACE MOTION
 FC1126
 FC1126  HISTORY     - Date     Condition        Report By
 FC1126  HISTORY     - 1934     MONUMENTED       CGS
 FC1126
 FC1126                          STATION DESCRIPTION
 FC1126
 FC1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1126'1 MI SW FROM DUNLAP.
 FC1126'1.0 MILE SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1126'LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY, 4 POLES NORTHEAST
 FC1126'OF MILEPOST 36, 6 RAILS SOUTHWEST OF A GRADE CROSSING, 30 FEET
 FC1126'EAST OF THE HIGHWAY, AND 20 FEET WEST OF THE CENTERLINE OF THE
 FC1126'TRACK.  A STANDARD DISK, STAMPED T 39 1934 AND SET IN THE
 FC1126'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1160 ***********************************************************************
 FC1160  DESIGNATION -  T 40
 FC1160  PID         -  FC1160
 FC1160  STATE/COUNTY-  TN/MARION
 FC1160  USGS QUAD   -  KETNER GAP (1976)
 FC1160
 FC1160                         *CURRENT SURVEY CONTROL
 FC1160  ___________________________________________________________________
 FC1160* NAD 83(1986)-  35 10 35.     (N)    085 28 16.     (W)     SCALED    
 FC1160* NAVD 88     -       368.683  (meters)    1209.59   (feet)  ADJUSTED  
 FC1160  ___________________________________________________________________
 FC1160  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1160  DYNAMIC HT  -         368.324 (meters)    1208.41  (feet)  COMP
 FC1160  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FC1160
 FC1160  VERT ORDER  -  SECOND    CLASS 0
 FC1160
 FC1160.The horizontal coordinates were scaled from a topographic map and have
 FC1160.an estimated accuracy of +/- 6 seconds.
 FC1160
 FC1160.The orthometric height was determined by differential leveling
 FC1160.and adjusted by the National Geodetic Survey in June 1991..
 FC1160
 FC1160.The geoid height was determined by GEOID03.
 FC1160
 FC1160.The dynamic height is computed by dividing the NAVD 88
 FC1160.geopotential number by the normal gravity value computed on the
 FC1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1160.degrees latitude (g = 980.6199 gals.).
 FC1160
 FC1160.The modeled gravity was interpolated from observed gravity values.
 FC1160
 FC1160;                    North         East    Units  Estimated Accuracy
 FC1160;SPC TN       -    93,670.      648,180.      MT  (+/- 180 meters Scaled)
 FC1160
 FC1160                          SUPERSEDED SURVEY CONTROL
 FC1160
 FC1160  NGVD 29 (??/??/92)  368.715  (m)         1209.69   (f) ADJ UNCH    2 0
 FC1160
 FC1160.Superseded values are not recommended for survey control.
 FC1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1160.See file dsdata.txt to determine how the superseded data were derived.
 FC1160
 FC1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD392936(NAD 83)
 FC1160_MARKER: DB = BENCH MARK DISK
 FC1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1160_SP_SET: CULVERT
 FC1160_STAMPING: T 40 1934
 FC1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1160
 FC1160  HISTORY     - Date     Condition        Report By
 FC1160  HISTORY     - 1934     MONUMENTED       CGS
 FC1160  HISTORY     - 1972     GOOD             TVA
 FC1160
 FC1160                          STATION DESCRIPTION
 FC1160
 FC1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1160'17.1 MI W FROM CHATTANOOGA.
 FC1160'IN MARION COUNTY, 17.1 MILES WEST ALONG STATE HIGHWAY 27 FROM THE
 FC1160'MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON
 FC1160'COUNTY, 5.0 MILES EAST OF WHITWELL, MARION COUNTY, ON THE WEST
 FC1160'SLOPE OF SIGNAL MOUNTAIN, ACROSS THE HIGHWAY FROM A 3-FOOT WHITE
 FC1160'OAK TREE WHICH IS 20 FEET NORTH OF THE HIGHWAY, 20 FEET NORTHEAST
 FC1160'OF A LARGE SANDSTONE BOULDER (30 FEET SQUARE), AT A CONCRETE
 FC1160'CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  A
 FC1160'STANDARD DISK, STAMPED T 40 1934.
 FC1160
 FC1160                          STATION RECOVERY (1972)
 FC1160
 FC1160'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1727 ***********************************************************************
 FB1727  DESIGNATION -  T 41
 FB1727  PID         -  FB1727
 FB1727  STATE/COUNTY-  TN/KNOX
 FB1727  USGS QUAD   -  SHOOKS GAP (1987)
 FB1727
 FB1727                         *CURRENT SURVEY CONTROL
 FB1727  ___________________________________________________________________
 FB1727* NAD 83(1986)-  35 53 20.     (N)    083 50 34.     (W)     SCALED    
 FB1727* NAVD 88     -       269.959  (meters)     885.69   (feet)  ADJUSTED  
 FB1727  ___________________________________________________________________
 FB1727  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1727  DYNAMIC HT  -         269.708 (meters)     884.87  (feet)  COMP
 FB1727  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1727
 FB1727  VERT ORDER  -  SECOND    CLASS 0
 FB1727
 FB1727.The horizontal coordinates were scaled from a topographic map and have
 FB1727.an estimated accuracy of +/- 6 seconds.
 FB1727
 FB1727.The orthometric height was determined by differential leveling
 FB1727.and adjusted by the National Geodetic Survey in June 1991..
 FB1727
 FB1727.The geoid height was determined by GEOID03.
 FB1727
 FB1727.The dynamic height is computed by dividing the NAVD 88
 FB1727.geopotential number by the normal gravity value computed on the
 FB1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1727.degrees latitude (g = 980.6199 gals.).
 FB1727
 FB1727.The modeled gravity was interpolated from observed gravity values.
 FB1727
 FB1727;                    North         East    Units  Estimated Accuracy
 FB1727;SPC TN       -   174,730.      794,750.      MT  (+/- 180 meters Scaled)
 FB1727
 FB1727                          SUPERSEDED SURVEY CONTROL
 FB1727
 FB1727  NGVD 29 (??/??/92)  270.094  (m)          886.13   (f) ADJ UNCH    2 0
 FB1727
 FB1727.Superseded values are not recommended for survey control.
 FB1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1727.See file dsdata.txt to determine how the superseded data were derived.
 FB1727
 FB1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV433753(NAD 83)
 FB1727_MARKER: DB = BENCH MARK DISK
 FB1727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1727_SP_SET: BRIDGE
 FB1727_STAMPING: T 41 1934
 FB1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1727
 FB1727  HISTORY     - Date     Condition        Report By
 FB1727  HISTORY     - 1934     MONUMENTED       CGS
 FB1727  HISTORY     - 1950     GOOD             NGS
 FB1727
 FB1727                          STATION DESCRIPTION
 FB1727
 FB1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1727'8.5 MI SE FROM KNOXVILLE.
 FB1727'8.5 MILES SOUTHEAST ALONG THE TENNESSEE AND NORTH CAROLINA RAILWAY
 FB1727'FROM KNOXVILLE, AT NEWBERTS CROSSING, 40 FEET EAST OF A SIDING
 FB1727'SWITCH, IN THE WEST ABUTMENT OF A 25-FOOT BRIDGE OVER A  SMALL
 FB1727'CREEK, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE WING
 FB1727'WALL.  A STANDARD DISK, STAMPED T 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0986 ***********************************************************************
 FC0986  DESIGNATION -  T 42
 FC0986  PID         -  FC0986
 FC0986  STATE/COUNTY-  TN/CUMBERLAND
 FC0986  USGS QUAD   -  VANDEVER (1988)
 FC0986
 FC0986                         *CURRENT SURVEY CONTROL
 FC0986  ___________________________________________________________________
 FC0986* NAD 83(1986)-  35 48 51.     (N)    085 00 04.     (W)     SCALED    
 FC0986* NAVD 88     -       559.385  (meters)    1835.25   (feet)  ADJUSTED  
 FC0986  ___________________________________________________________________
 FC0986  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC0986  DYNAMIC HT  -         558.848 (meters)    1833.49  (feet)  COMP
 FC0986  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FC0986
 FC0986  VERT ORDER  -  SECOND    CLASS 0
 FC0986
 FC0986.The horizontal coordinates were scaled from a topographic map and have
 FC0986.an estimated accuracy of +/- 6 seconds.
 FC0986
 FC0986.The orthometric height was determined by differential leveling
 FC0986.and adjusted by the National Geodetic Survey in June 1991..
 FC0986
 FC0986.The geoid height was determined by GEOID03.
 FC0986
 FC0986.The dynamic height is computed by dividing the NAVD 88
 FC0986.geopotential number by the normal gravity value computed on the
 FC0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0986.degrees latitude (g = 980.6199 gals.).
 FC0986
 FC0986.The modeled gravity was interpolated from observed gravity values.
 FC0986
 FC0986;                    North         East    Units  Estimated Accuracy
 FC0986;SPC TN       -   164,760.      690,270.      MT  (+/- 180 meters Scaled)
 FC0986
 FC0986                          SUPERSEDED SURVEY CONTROL
 FC0986
 FC0986  NGVD 29 (??/??/92)  559.431  (m)         1835.40   (f) ADJ UNCH    2 0
 FC0986
 FC0986.Superseded values are not recommended for survey control.
 FC0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0986.See file dsdata.txt to determine how the superseded data were derived.
 FC0986
 FC0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE805651(NAD 83)
 FC0986_MARKER: DB = BENCH MARK DISK
 FC0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0986_STAMPING: T 42 1934
 FC0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0986+STABILITY: SURFACE MOTION
 FC0986
 FC0986  HISTORY     - Date     Condition        Report By
 FC0986  HISTORY     - 1934     MONUMENTED       CGS
 FC0986  HISTORY     - 1934     GOOD             NGS
 FC0986
 FC0986                          STATION DESCRIPTION
 FC0986
 FC0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0986'7.7 MI N FROM MELVINE.
 FC0986'IN CUMBERLAND COUNTY, 7.7 MILES NORTH ALONG STATE HIGHWAY 28
 FC0986'FROM MELVINE, BLEDSOE COUNTY, AT THE SUMMIT OF A MOUNTAIN,
 FC0986'NEAR THE TURN OF AN OLD ROAD TO THE WEST, 30 FEET EAST OF THE
 FC0986'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 42 1934
 FC0986'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1031 ***********************************************************************
 FC1031  DESIGNATION -  T 43
 FC1031  PID         -  FC1031
 FC1031  STATE/COUNTY-  TN/BLEDSOE
 FC1031  USGS QUAD   -  SAMPSON (1974)
 FC1031
 FC1031                         *CURRENT SURVEY CONTROL
 FC1031  ___________________________________________________________________
 FC1031* NAD 83(1986)-  35 40 52.     (N)    085 16 07.     (W)     SCALED    
 FC1031* NAVD 88     -       543.288  (meters)    1782.44   (feet)  ADJUSTED  
 FC1031  ___________________________________________________________________
 FC1031  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1031  DYNAMIC HT  -         542.767 (meters)    1780.73  (feet)  COMP
 FC1031  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1031
 FC1031  VERT ORDER  -  SECOND    CLASS 0
 FC1031
 FC1031.The horizontal coordinates were scaled from a topographic map and have
 FC1031.an estimated accuracy of +/- 6 seconds.
 FC1031
 FC1031.The orthometric height was determined by differential leveling
 FC1031.and adjusted by the National Geodetic Survey in June 1991..
 FC1031
 FC1031.The geoid height was determined by GEOID03.
 FC1031
 FC1031.The dynamic height is computed by dividing the NAVD 88
 FC1031.geopotential number by the normal gravity value computed on the
 FC1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1031.degrees latitude (g = 980.6199 gals.).
 FC1031
 FC1031.The modeled gravity was interpolated from observed gravity values.
 FC1031
 FC1031;                    North         East    Units  Estimated Accuracy
 FC1031;SPC TN       -   149,780.      666,210.      MT  (+/- 180 meters Scaled)
 FC1031
 FC1031                          SUPERSEDED SURVEY CONTROL
 FC1031
 FC1031  NGVD 29 (??/??/92)  543.329  (m)         1782.57   (f) ADJ UNCH    2 0
 FC1031
 FC1031.Superseded values are not recommended for survey control.
 FC1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1031.See file dsdata.txt to determine how the superseded data were derived.
 FC1031
 FC1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE566499(NAD 83)
 FC1031_MARKER: DB = BENCH MARK DISK
 FC1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1031_STAMPING: T 43 1934
 FC1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1031+STABILITY: SURFACE MOTION
 FC1031
 FC1031  HISTORY     - Date     Condition        Report By
 FC1031  HISTORY     - 1934     MONUMENTED       CGS
 FC1031  HISTORY     - 1953     GOOD             NGS
 FC1031
 FC1031                          STATION DESCRIPTION
 FC1031
 FC1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1031'9.5 MI NW FROM PIKEVILLE.
 FC1031'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1031'COUNTY, 75 FEET EAST OF THE SAMPSON GENERAL STORE IN 1934, 30
 FC1031'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET FROM THE EDGE
 FC1031'OF A BANK, AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 FC1031'STANDARD DISK, STAMPED T 43 1934 AND SET IN THE TOP OF A CONCRETE
 FC1031'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0991 ***********************************************************************
 FC0991  DESIGNATION -  T 44
 FC0991  PID         -  FC0991
 FC0991  STATE/COUNTY-  TN/CUMBERLAND
 FC0991  USGS QUAD   -  CROSSVILLE (1982)
 FC0991
 FC0991                         *CURRENT SURVEY CONTROL
 FC0991  ___________________________________________________________________
 FC0991* NAD 83(1986)-  35 58 48.     (N)    085 02 03.     (W)     SCALED    
 FC0991* NAVD 88     -       544.635  (meters)    1786.86   (feet)  ADJUSTED  
 FC0991  ___________________________________________________________________
 FC0991  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC0991  DYNAMIC HT  -         544.130 (meters)    1785.20  (feet)  COMP
 FC0991  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FC0991
 FC0991  VERT ORDER  -  SECOND    CLASS 0
 FC0991
 FC0991.The horizontal coordinates were scaled from a topographic map and have
 FC0991.an estimated accuracy of +/- 6 seconds.
 FC0991
 FC0991.The orthometric height was determined by differential leveling
 FC0991.and adjusted by the National Geodetic Survey in June 1991..
 FC0991
 FC0991.The geoid height was determined by GEOID03.
 FC0991
 FC0991.The dynamic height is computed by dividing the NAVD 88
 FC0991.geopotential number by the normal gravity value computed on the
 FC0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0991.degrees latitude (g = 980.6199 gals.).
 FC0991
 FC0991.The modeled gravity was interpolated from observed gravity values.
 FC0991
 FC0991;                    North         East    Units  Estimated Accuracy
 FC0991;SPC TN       -   183,130.      687,100.      MT  (+/- 180 meters Scaled)
 FC0991
 FC0991                          SUPERSEDED SURVEY CONTROL
 FC0991
 FC0991  NGVD 29 (??/??/92)  544.695  (m)         1787.05   (f) ADJ UNCH    2 0
 FC0991
 FC0991.Superseded values are not recommended for survey control.
 FC0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0991.See file dsdata.txt to determine how the superseded data were derived.
 FC0991
 FC0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE772835(NAD 83)
 FC0991_MARKER: DB = BENCH MARK DISK
 FC0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0991_SP_SET: SQUARE CONCRETE MONUMENT
 FC0991_STAMPING: T 44 1934
 FC0991_MARK LOGO: CGS   
 FC0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0991+STABILITY: SURFACE MOTION
 FC0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0991+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1988
 FC0991
 FC0991  HISTORY     - Date     Condition        Report By
 FC0991  HISTORY     - 1934     MONUMENTED       CGS
 FC0991  HISTORY     - 1960     GOOD             NGS
 FC0991  HISTORY     - 19880706 GOOD             TNDT
 FC0991
 FC0991                          STATION DESCRIPTION
 FC0991
 FC0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0991'2.6 MI NW FROM CROSSVILLE.
 FC0991'FROM THE POST OFFICE IN CROSSVILLE, GO 2.6 MILES NORTHWEST
 FC0991'ON STATE HIGHWAY 127 TO THE ENTRANCE OF THE CUMBERLAND MOUNTAIN
 FC0991'SCHOOL.  THE BENCH MARK IS ABOUT 30 FT. WEST OF THE CENTER OF
 FC0991'STATE HIGHWAY 127, 18 FT. SOUTH OF THE MAIN DRIVEWAY TO THE SCHOOL,
 FC0991'3.5 FT. WEST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0991'POST PROJECTING 2 INCHES.
 FC0991
 FC0991                          STATION RECOVERY (1988)
 FC0991
 FC0991'RECOVERY NOTE BY TN DEPT OF TRANSP 1988
 FC0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2300 ***********************************************************************
 GA2300  DESIGNATION -  T 45
 GA2300  PID         -  GA2300
 GA2300  STATE/COUNTY-  TN/GRAINGER
 GA2300  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2300
 GA2300                         *CURRENT SURVEY CONTROL
 GA2300  ___________________________________________________________________
 GA2300* NAD 83(1986)-  36 16 16.     (N)    083 38 28.     (W)     SCALED    
 GA2300* NAVD 88     -       395.877  (meters)    1298.81   (feet)  ADJUSTED  
 GA2300  ___________________________________________________________________
 GA2300  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2300  DYNAMIC HT  -         395.516 (meters)    1297.62  (feet)  COMP
 GA2300  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2300
 GA2300  VERT ORDER  -  SECOND    CLASS 0
 GA2300
 GA2300.The horizontal coordinates were scaled from a topographic map and have
 GA2300.an estimated accuracy of +/- 6 seconds.
 GA2300
 GA2300.The orthometric height was determined by differential leveling
 GA2300.and adjusted by the National Geodetic Survey in June 1991..
 GA2300
 GA2300.The geoid height was determined by GEOID03.
 GA2300
 GA2300.The dynamic height is computed by dividing the NAVD 88
 GA2300.geopotential number by the normal gravity value computed on the
 GA2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2300.degrees latitude (g = 980.6199 gals.).
 GA2300
 GA2300.The modeled gravity was interpolated from observed gravity values.
 GA2300
 GA2300;                    North         East    Units  Estimated Accuracy
 GA2300;SPC TN       -   217,550.      811,930.      MT  (+/- 180 meters Scaled)
 GA2300
 GA2300                          SUPERSEDED SURVEY CONTROL
 GA2300
 GA2300  NGVD 29 (??/??/92)  395.939  (m)         1299.01   (f) ADJ UNCH    2 0
 GA2300
 GA2300.Superseded values are not recommended for survey control.
 GA2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2300.See file dsdata.txt to determine how the superseded data were derived.
 GA2300
 GA2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA627172(NAD 83)
 GA2300_MARKER: DB = BENCH MARK DISK
 GA2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2300_STAMPING: T 45 1934
 GA2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2300+STABILITY: SURFACE MOTION
 GA2300
 GA2300  HISTORY     - Date     Condition        Report By
 GA2300  HISTORY     - 1934     MONUMENTED       CGS
 GA2300  HISTORY     - 1950     GOOD             NGS
 GA2300
 GA2300                          STATION DESCRIPTION
 GA2300
 GA2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2300'2.1 MI NE FROM POWDER SPRINGS.
 GA2300'2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2300'AT POWDER SPRINGS, GRAINGER COUNTY, 0.2 MILE NORTHEAST OF MILEPOST
 GA2300'29, 0.1 MILE SOUTHWEST OF OVERPASS 29.3, AT A PRIVATE-ROAD
 GA2300'CROSSING, 23 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 19.6
 GA2300'FEET NORTHWEST OF THE NORTHWEST RAIL, 10 FEET NORTHEAST OF THE
 GA2300'CENTERLINE OF THE ROAD, 54.2 FEET SOUTHWEST OF A NAIL AND BOTTLE
 GA2300'CAP IN A TELEPHONE POLE, 43.6 FEET SOUTH OF A NAIL AND BOTTLE CAP
 GA2300'IN A 10-INCH CEDAR TREE, AND 8.6 FEET NORTHEAST OF A NAIL AND
 GA2300'BOTTLE CAP IN A FENCE-CORNER POST.  A STANDARD DISK, STAMPED T 45
 GA2300'1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1737 ***********************************************************************
 FB1737  DESIGNATION -  T 46
 FB1737  PID         -  FB1737
 FB1737  STATE/COUNTY-  TN/SEVIER
 FB1737  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1737
 FB1737                         *CURRENT SURVEY CONTROL
 FB1737  ___________________________________________________________________
 FB1737* NAD 83(1986)-  35 52 42.     (N)    083 34 42.     (W)     SCALED    
 FB1737* NAVD 88     -       272.245  (meters)     893.19   (feet)  ADJUSTED  
 FB1737  ___________________________________________________________________
 FB1737  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1737  DYNAMIC HT  -         271.990 (meters)     892.35  (feet)  COMP
 FB1737  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 FB1737
 FB1737  VERT ORDER  -  SECOND    CLASS 0
 FB1737
 FB1737.The horizontal coordinates were scaled from a topographic map and have
 FB1737.an estimated accuracy of +/- 6 seconds.
 FB1737
 FB1737.The orthometric height was determined by differential leveling
 FB1737.and adjusted by the National Geodetic Survey in June 1991..
 FB1737
 FB1737.The geoid height was determined by GEOID03.
 FB1737
 FB1737.The dynamic height is computed by dividing the NAVD 88
 FB1737.geopotential number by the normal gravity value computed on the
 FB1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1737.degrees latitude (g = 980.6199 gals.).
 FB1737
 FB1737.The modeled gravity was interpolated from observed gravity values.
 FB1737
 FB1737;                    North         East    Units  Estimated Accuracy
 FB1737;SPC TN       -   174,120.      818,650.      MT  (+/- 180 meters Scaled)
 FB1737
 FB1737                          SUPERSEDED SURVEY CONTROL
 FB1737
 FB1737  NGVD 29 (??/??/92)  272.384  (m)          893.65   (f) ADJ UNCH    2 0
 FB1737
 FB1737.Superseded values are not recommended for survey control.
 FB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1737.See file dsdata.txt to determine how the superseded data were derived.
 FB1737
 FB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV672735(NAD 83)
 FB1737_MARKER: DB = BENCH MARK DISK
 FB1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1737_STAMPING: T 46 1934
 FB1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1737+STABILITY: SURFACE MOTION
 FB1737
 FB1737  HISTORY     - Date     Condition        Report By
 FB1737  HISTORY     - 1934     MONUMENTED       CGS
 FB1737  HISTORY     - 1949     GOOD             TVA
 FB1737  HISTORY     - 1972     GOOD             TVA
 FB1737
 FB1737                          STATION DESCRIPTION
 FB1737
 FB1737'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FB1737'1 MI NW FROM SEVIERVILLE.
 FB1737'1.0 MILE NORTHWEST ALONG THE SMOKY MOUNTAIN RAILROAD FROM THE
 FB1737'COUNTY COURTHOUSE AT SEVIERVILLE, SEVIER COUNTY, ABOUT 7 1/2 RAILS
 FB1737'N.W. OF A ROAD CROSSING, OPPOSITE THE STOCKLEY CANNING CO.
 FB1737'PLANT, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 1/2
 FB1737'FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED T 46
 FB1737'1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- ADDITIONAL
 FB1737'REFERENCES - 48.6 NE OF SE CORNER OF LARGE BLDG. 120.0 NW OF
 FB1737'ROUND CONCRETE TANK.  4 INCH PIPE DRIVEN IN GROUND BY MON.
 FB1737
 FB1737                          STATION RECOVERY (1972)
 FB1737
 FB1737'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1785 ***********************************************************************
 FB1785  DESIGNATION -  T 47
 FB1785  PID         -  FB1785
 FB1785  STATE/COUNTY-  TN/SEVIER
 FB1785  USGS QUAD   -  PIGEON FORGE (1970)
 FB1785
 FB1785                         *CURRENT SURVEY CONTROL
 FB1785  ___________________________________________________________________
 FB1785* NAD 83(1986)-  35 50 57.     (N)    083 33 50.     (W)     SCALED    
 FB1785* NAVD 88     -       277.408  (meters)     910.13   (feet)  ADJUSTED  
 FB1785  ___________________________________________________________________
 FB1785  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FB1785  DYNAMIC HT  -         277.147 (meters)     909.27  (feet)  COMP
 FB1785  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FB1785
 FB1785  VERT ORDER  -  SECOND    CLASS 0
 FB1785
 FB1785.The horizontal coordinates were scaled from a topographic map and have
 FB1785.an estimated accuracy of +/- 6 seconds.
 FB1785
 FB1785.The orthometric height was determined by differential leveling
 FB1785.and adjusted by the National Geodetic Survey in June 1991..
 FB1785
 FB1785.The geoid height was determined by GEOID03.
 FB1785
 FB1785.The dynamic height is computed by dividing the NAVD 88
 FB1785.geopotential number by the normal gravity value computed on the
 FB1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1785.degrees latitude (g = 980.6199 gals.).
 FB1785
 FB1785.The modeled gravity was interpolated from observed gravity values.
 FB1785
 FB1785;                    North         East    Units  Estimated Accuracy
 FB1785;SPC TN       -   170,920.      820,030.      MT  (+/- 180 meters Scaled)
 FB1785
 FB1785                          SUPERSEDED SURVEY CONTROL
 FB1785
 FB1785  NGVD 29 (??/??/92)  277.543  (m)          910.57   (f) ADJ UNCH    2 0
 FB1785
 FB1785.Superseded values are not recommended for survey control.
 FB1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1785.See file dsdata.txt to determine how the superseded data were derived.
 FB1785
 FB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV684702(NAD 83)
 FB1785_MARKER: DB = BENCH MARK DISK
 FB1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1785_SP_SET: CULVERT
 FB1785_STAMPING: T 47 1934
 FB1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1785
 FB1785  HISTORY     - Date     Condition        Report By
 FB1785  HISTORY     - 1934     MONUMENTED       CGS
 FB1785  HISTORY     - 1949     GOOD             NGS
 FB1785  HISTORY     - 1972     GOOD             TVA
 FB1785
 FB1785                          STATION DESCRIPTION
 FB1785
 FB1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1785'1.6 MI S FROM SEVIERVILLE.
 FB1785'1.55 MILES SOUTH ALONG STATE HIGHWAY 71 FROM SEVIERVILLE, SEVIER
 FB1785'COUNTY, 0.95 MILE SOUTH OF HIGHWAY 35 AND 71 JUNCTION, AT A
 FB1785'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 FB1785'AND 11 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FB1785'DISK, STAMPED T 47 1934.
 FB1785
 FB1785                          STATION RECOVERY (1972)
 FB1785
 FB1785'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0974 ***********************************************************************
 GB0974  DESIGNATION -  T 48
 GB0974  PID         -  GB0974
 GB0974  STATE/COUNTY-  TN/FENTRESS
 GB0974  USGS QUAD   -  BURRVILLE (1979)
 GB0974
 GB0974                         *CURRENT SURVEY CONTROL
 GB0974  ___________________________________________________________________
 GB0974* NAD 83(1986)-  36 22 17.     (N)    084 47 45.     (W)     SCALED    
 GB0974* NAVD 88     -       465.782  (meters)    1528.15   (feet)  ADJUSTED  
 GB0974  ___________________________________________________________________
 GB0974  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB0974  DYNAMIC HT  -         465.381 (meters)    1526.84  (feet)  COMP
 GB0974  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 GB0974
 GB0974  VERT ORDER  -  SECOND    CLASS 0
 GB0974
 GB0974.The horizontal coordinates were scaled from a topographic map and have
 GB0974.an estimated accuracy of +/- 6 seconds.
 GB0974
 GB0974.The orthometric height was determined by differential leveling
 GB0974.and adjusted by the National Geodetic Survey in June 1991..
 GB0974
 GB0974.The geoid height was determined by GEOID03.
 GB0974
 GB0974.The dynamic height is computed by dividing the NAVD 88
 GB0974.geopotential number by the normal gravity value computed on the
 GB0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0974.degrees latitude (g = 980.6199 gals.).
 GB0974
 GB0974.The modeled gravity was interpolated from observed gravity values.
 GB0974
 GB0974;                    North         East    Units  Estimated Accuracy
 GB0974;SPC TN       -   226,790.      708,060.      MT  (+/- 180 meters Scaled)
 GB0974
 GB0974                          SUPERSEDED SURVEY CONTROL
 GB0974
 GB0974  NGVD 29 (??/??/92)  465.897  (m)         1528.53   (f) ADJ UNCH    2 0
 GB0974
 GB0974.Superseded values are not recommended for survey control.
 GB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0974.See file dsdata.txt to determine how the superseded data were derived.
 GB0974
 GB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF977273(NAD 83)
 GB0974_MARKER: DB = BENCH MARK DISK
 GB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0974+STABILITY: SURFACE MOTION
 GB0974
 GB0974  HISTORY     - Date     Condition        Report By
 GB0974  HISTORY     - UNK      MONUMENTED       CGS
 GB0974  HISTORY     - 1934     GOOD             NGS
 GB0974
 GB0974                          STATION DESCRIPTION
 GB0974
 GB0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0974'5.5 MI E FROM ALLARDT.
 GB0974'5.5 MILES EAST ALONG STATE HIGHWAY 52 FROM ALLARDT, FENTRESS
 GB0974'COUNTY, 1.0 MILE WEST OF THE POST OFFICE AT ARMATHWAITE, 300
 GB0974'FEET SOUTHEAST OF A HOUSE NORTH OF THE HIGHWAY, 30 FEET SOUTH
 GB0974'OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 GB0974'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0544 ***********************************************************************
 GB0544  DESIGNATION -  T 49
 GB0544  PID         -  GB0544
 GB0544  STATE/COUNTY-  TN/SCOTT
 GB0544  USGS QUAD   -  PIONEER (1979)
 GB0544
 GB0544                         *CURRENT SURVEY CONTROL
 GB0544  ___________________________________________________________________
 GB0544* NAD 83(1986)-  36 23 38.     (N)    084 20 09.     (W)     SCALED    
 GB0544* NAVD 88     -       440.312  (meters)    1444.59   (feet)  ADJUSTED  
 GB0544  ___________________________________________________________________
 GB0544  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB0544  DYNAMIC HT  -         439.921 (meters)    1443.31  (feet)  COMP
 GB0544  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB0544
 GB0544  VERT ORDER  -  SECOND    CLASS 0
 GB0544
 GB0544.The horizontal coordinates were scaled from a topographic map and have
 GB0544.an estimated accuracy of +/- 6 seconds.
 GB0544
 GB0544.The orthometric height was determined by differential leveling
 GB0544.and adjusted by the National Geodetic Survey in June 1991..
 GB0544
 GB0544.The geoid height was determined by GEOID03.
 GB0544
 GB0544.The dynamic height is computed by dividing the NAVD 88
 GB0544.geopotential number by the normal gravity value computed on the
 GB0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0544.degrees latitude (g = 980.6199 gals.).
 GB0544
 GB0544.The modeled gravity was interpolated from observed gravity values.
 GB0544
 GB0544;                    North         East    Units  Estimated Accuracy
 GB0544;SPC TN       -   229,890.      749,290.      MT  (+/- 180 meters Scaled)
 GB0544
 GB0544                          SUPERSEDED SURVEY CONTROL
 GB0544
 GB0544  NGVD 29 (??/??/92)  440.421  (m)         1444.95   (f) ADJ UNCH    2 0
 GB0544
 GB0544.Superseded values are not recommended for survey control.
 GB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0544.See file dsdata.txt to determine how the superseded data were derived.
 GB0544
 GB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF389309(NAD 83)
 GB0544_MARKER: DB = BENCH MARK DISK
 GB0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0544_STAMPING: T 49 1934
 GB0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0544+STABILITY: SURFACE MOTION
 GB0544
 GB0544  HISTORY     - Date     Condition        Report By
 GB0544  HISTORY     - 1934     MONUMENTED       CGS
 GB0544
 GB0544                          STATION DESCRIPTION
 GB0544
 GB0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0544'6.5 MI NW FROM TURLEY.
 GB0544'IN SCOTT COUNTY, 6.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM
 GB0544'TURLEY, CAMPBELL COUNTY, 300 FEET EAST OF A SMALL CONCRETE BRIDGE,
 GB0544'36 FEET EAST OF A BARN, AND 26 FEET NORTH OF THE CENTERLINE OF
 GB0544'THE HIGHWAY.  A STANDARD DISK, STAMPED T 49 1934 AND SET IN THE TOP
 GB0544'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0591 ***********************************************************************
 GB0591  DESIGNATION -  T 50
 GB0591  PID         -  GB0591
 GB0591  STATE/COUNTY-  TN/CAMPBELL
 GB0591  USGS QUAD   -  JACKSBORO (1991)
 GB0591
 GB0591                         *CURRENT SURVEY CONTROL
 GB0591  ___________________________________________________________________
 GB0591* NAD 83(1986)-  36 19 35.     (N)    084 10 28.     (W)     SCALED    
 GB0591* NAVD 88     -       344.553  (meters)    1130.42   (feet)  ADJUSTED  
 GB0591  ___________________________________________________________________
 GB0591  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB0591  DYNAMIC HT  -         344.248 (meters)    1129.42  (feet)  COMP
 GB0591  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 GB0591
 GB0591  VERT ORDER  -  SECOND    CLASS 0
 GB0591
 GB0591.The horizontal coordinates were scaled from a topographic map and have
 GB0591.an estimated accuracy of +/- 6 seconds.
 GB0591
 GB0591.The orthometric height was determined by differential leveling
 GB0591.and adjusted by the National Geodetic Survey in June 1991..
 GB0591
 GB0591.The geoid height was determined by GEOID03.
 GB0591
 GB0591.The dynamic height is computed by dividing the NAVD 88
 GB0591.geopotential number by the normal gravity value computed on the
 GB0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0591.degrees latitude (g = 980.6199 gals.).
 GB0591
 GB0591.The modeled gravity was interpolated from observed gravity values.
 GB0591
 GB0591;                    North         East    Units  Estimated Accuracy
 GB0591;SPC TN       -   222,660.      763,910.      MT  (+/- 180 meters Scaled)
 GB0591
 GB0591                          SUPERSEDED SURVEY CONTROL
 GB0591
 GB0591  NGVD 29 (??/??/92)  344.668  (m)         1130.80   (f) ADJ UNCH    2 0
 GB0591
 GB0591.Superseded values are not recommended for survey control.
 GB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0591.See file dsdata.txt to determine how the superseded data were derived.
 GB0591
 GB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF536238(NAD 83)
 GB0591_MARKER: DB = BENCH MARK DISK
 GB0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0591_STAMPING: T 50 1934
 GB0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0591+STABILITY: SURFACE MOTION
 GB0591
 GB0591  HISTORY     - Date     Condition        Report By
 GB0591  HISTORY     - 1934     MONUMENTED       CGS
 GB0591  HISTORY     - 1949     GOOD             NGS
 GB0591  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0591
 GB0591                          STATION DESCRIPTION
 GB0591
 GB0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0591'AT JACKSBORO.
 GB0591'AT JACKSBORO, CAMPBELL COUNTY, ABOUT 6-3/4 RAILS SOUTH OF THE
 GB0591'LOUISVILLE AND NASHVILLE RAILROAD STATION, JUST INSIDE OF THE
 GB0591'YARD FENCE, AND 50 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
 GB0591'A STANDARD DISK, STAMPED T 50 1934 AND SET IN THE TOP OF A
 GB0591'CONCRETE POST.
 GB0591
 GB0591                          STATION RECOVERY (1973)
 GB0591
 GB0591'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0478 ***********************************************************************
 GB0478  DESIGNATION -  T 51
 GB0478  PID         -  GB0478
 GB0478  STATE/COUNTY-  TN/ANDERSON
 GB0478  USGS QUAD   -  POWELL (1976)
 GB0478
 GB0478                         *CURRENT SURVEY CONTROL
 GB0478  ___________________________________________________________________
 GB0478* NAD 83(1986)-  36 03 54.     (N)    084 06 55.     (W)     SCALED    
 GB0478* NAVD 88     -       283.055  (meters)     928.66   (feet)  ADJUSTED  
 GB0478  ___________________________________________________________________
 GB0478  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0478  DYNAMIC HT  -         282.796 (meters)     927.81  (feet)  COMP
 GB0478  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GB0478
 GB0478  VERT ORDER  -  FIRST     CLASS I
 GB0478
 GB0478.The horizontal coordinates were scaled from a topographic map and have
 GB0478.an estimated accuracy of +/- 6 seconds.
 GB0478
 GB0478.The orthometric height was determined by differential leveling
 GB0478.and adjusted by the National Geodetic Survey in June 1991..
 GB0478
 GB0478.The geoid height was determined by GEOID03.
 GB0478
 GB0478.The dynamic height is computed by dividing the NAVD 88
 GB0478.geopotential number by the normal gravity value computed on the
 GB0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0478.degrees latitude (g = 980.6199 gals.).
 GB0478
 GB0478.The modeled gravity was interpolated from observed gravity values.
 GB0478
 GB0478;                    North         East    Units  Estimated Accuracy
 GB0478;SPC TN       -   193,760.      769,780.      MT  (+/- 180 meters Scaled)
 GB0478
 GB0478                          SUPERSEDED SURVEY CONTROL
 GB0478
 GB0478  NGVD 29 (??/??/92)  283.185  (m)          929.08   (f) ADJ UNCH    1 1
 GB0478
 GB0478.Superseded values are not recommended for survey control.
 GB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0478.See file dsdata.txt to determine how the superseded data were derived.
 GB0478
 GB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE598950(NAD 83)
 GB0478_MARKER: DB = BENCH MARK DISK
 GB0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0478_STAMPING: T 51 1934
 GB0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0478+STABILITY: SURFACE MOTION
 GB0478
 GB0478  HISTORY     - Date     Condition        Report By
 GB0478  HISTORY     - 1934     MONUMENTED       CGS
 GB0478  HISTORY     - 1967     GOOD             NGS
 GB0478  HISTORY     - 1973     GOOD             LOCSUR
 GB0478
 GB0478                          STATION DESCRIPTION
 GB0478
 GB0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0478'3.7 MI SE FROM CLINTON.
 GB0478'ABOUT 3.7 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0478'STATION AT CLINTON, ABOUT 0.15 MILE SOUTHWEST OF MILEPOST 17,
 GB0478'ABOUT 55 FEET SOUTHWEST OF THE SOUTHWEST END OF A FILL, 46 FEET
 GB0478'EAST OF AND ACROSS THE TRACK FROM THE FIFTH TELEPHONE POLE
 GB0478'SOUTHWEST OF THE MILE POST, 18 FEET SOUTHEAST OF THE SOUTHEAST
 GB0478'RAIL, NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 GB0478'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 GB0478'BELOW THE LEVEL OF THE GROUND.
 GB0478
 GB0478                          STATION RECOVERY (1973)
 GB0478
 GB0478'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0380 ***********************************************************************
 GA0380  DESIGNATION -  T 52
 GA0380  PID         -  GA0380
 GA0380  STATE/COUNTY-  TN/UNICOI
 GA0380  USGS QUAD   -  ERWIN (1971)
 GA0380
 GA0380                         *CURRENT SURVEY CONTROL
 GA0380  ___________________________________________________________________
 GA0380* NAD 83(1986)-  36 09 51.     (N)    082 23 31.     (W)     SCALED    
 GA0380* NAVD 88     -       535.903  (meters)    1758.21   (feet)  ADJUSTED  
 GA0380  ___________________________________________________________________
 GA0380  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0380  DYNAMIC HT  -         535.372 (meters)    1756.47  (feet)  COMP
 GA0380  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 GA0380
 GA0380  VERT ORDER  -  SECOND    CLASS 0
 GA0380
 GA0380.The horizontal coordinates were scaled from a topographic map and have
 GA0380.an estimated accuracy of +/- 6 seconds.
 GA0380
 GA0380.The orthometric height was determined by differential leveling
 GA0380.and adjusted by the National Geodetic Survey in June 1991..
 GA0380
 GA0380.The geoid height was determined by GEOID03.
 GA0380
 GA0380.The dynamic height is computed by dividing the NAVD 88
 GA0380.geopotential number by the normal gravity value computed on the
 GA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0380.degrees latitude (g = 980.6199 gals.).
 GA0380
 GA0380.The modeled gravity was interpolated from observed gravity values.
 GA0380
 GA0380;                    North         East    Units  Estimated Accuracy
 GA0380;SPC TN       -   209,110.      924,560.      MT  (+/- 180 meters Scaled)
 GA0380
 GA0380                          SUPERSEDED SURVEY CONTROL
 GA0380
 GA0380  NGVD 29 (??/??/92)  536.021  (m)         1758.60   (f) ADJ UNCH    2 0
 GA0380
 GA0380.Superseded values are not recommended for survey control.
 GA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0380.See file dsdata.txt to determine how the superseded data were derived.
 GA0380
 GA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA748030(NAD 83)
 GA0380_MARKER: DB = BENCH MARK DISK
 GA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0380_STAMPING: T 52 1934
 GA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0380+STABILITY: SURFACE MOTION
 GA0380
 GA0380  HISTORY     - Date     Condition        Report By
 GA0380  HISTORY     - 1934     MONUMENTED       CGS
 GA0380
 GA0380                          STATION DESCRIPTION
 GA0380
 GA0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0380'2 MI N FROM ERWIN.
 GA0380'2.0 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 GA0380'AT ERWIN, UNICOI COUNTY, 20 RAILS SOUTH OF MILEPOST 134, 18 FEET
 GA0380'NORTH OF A PRIVATE-GRADE CROSSING, AND 20 FEET EAST OF THE
 GA0380'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED T 52 1934 AND
 GA0380'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1212 ***********************************************************************
 FB1212  DESIGNATION -  T 53
 FB1212  PID         -  FB1212
 FB1212  STATE/COUNTY-  TN/SEVIER
 FB1212  USGS QUAD   -  CLINGMANS DOME (1964)
 FB1212
 FB1212                         *CURRENT SURVEY CONTROL
 FB1212  ___________________________________________________________________
 FB1212* NAD 83(1986)-  35 37 02.     (N)    083 25 18.     (W)     SCALED    
 FB1212* NAVD 88     -      1456.100  (meters)    4777.22   (feet)  ADJUSTED  
 FB1212  ___________________________________________________________________
 FB1212  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB1212  DYNAMIC HT  -        1454.427 (meters)    4771.73  (feet)  COMP
 FB1212  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 FB1212
 FB1212  VERT ORDER  -  SECOND    CLASS 0
 FB1212
 FB1212.The horizontal coordinates were scaled from a topographic map and have
 FB1212.an estimated accuracy of +/- 6 seconds.
 FB1212
 FB1212.The orthometric height was determined by differential leveling
 FB1212.and adjusted by the National Geodetic Survey in June 1991..
 FB1212
 FB1212.The geoid height was determined by GEOID03.
 FB1212
 FB1212.The dynamic height is computed by dividing the NAVD 88
 FB1212.geopotential number by the normal gravity value computed on the
 FB1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1212.degrees latitude (g = 980.6199 gals.).
 FB1212
 FB1212.The modeled gravity was interpolated from observed gravity values.
 FB1212
 FB1212;                    North         East    Units  Estimated Accuracy
 FB1212;SPC TN       -   145,520.      833,550.      MT  (+/- 180 meters Scaled)
 FB1212
 FB1212                          SUPERSEDED SURVEY CONTROL
 FB1212
 FB1212  NGVD 29 (??/??/92) 1456.104  (m)         4777.23   (f) ADJ UNCH    2 0
 FB1212
 FB1212.Superseded values are not recommended for survey control.
 FB1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1212.See file dsdata.txt to determine how the superseded data were derived.
 FB1212
 FB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV806441(NAD 83)
 FB1212_MARKER: DB = BENCH MARK DISK
 FB1212_SETTING: 66 = SET IN ROCK OUTCROP
 FB1212_SP_SET: BEDROCK
 FB1212_STAMPING: T 53 1934
 FB1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1212+STABILITY: POSITION/ELEVATION WELL
 FB1212
 FB1212  HISTORY     - Date     Condition        Report By
 FB1212  HISTORY     - 1934     MONUMENTED       CGS
 FB1212  HISTORY     - 1934     GOOD             NGS
 FB1212  HISTORY     - 1963     MARK NOT FOUND   USGS
 FB1212  HISTORY     - 20010605 MARK NOT FOUND   NCGS
 FB1212
 FB1212                          STATION DESCRIPTION
 FB1212
 FB1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1212'14.2 MI SE FROM GATLINBURG.
 FB1212'14.2 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1212'SEVIER COUNTY, AT NEWFOUND GAP, 1.0 MILE NORTHWEST OF THE
 FB1212'TENNESSEE-NORTH CAROLINA STATE LINE, 150 FEET EAST OF THE NORTH
 FB1212'ENTRANCE TO A TUNNEL THROUGH THE MOUNTAIN, 2 FEET WEST OF A SPRING,
 FB1212'AND IN THE TOP OF BEDROCK.  A STANDARD DISK, STAMPED T 53 1934.
 FB1212
 FB1212                          STATION RECOVERY (1963)
 FB1212
 FB1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1212'MARK NOT FOUND.
 FB1212
 FB1212                          STATION RECOVERY (2001)
 FB1212
 FB1212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB1212'THE STATION WAS NOT FOUND. DILIGENT SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2676 ***********************************************************************
 GA2676  DESIGNATION -  T 54
 GA2676  PID         -  GA2676
 GA2676  STATE/COUNTY-  TN/CLAIBORNE
 GA2676  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2676
 GA2676                         *CURRENT SURVEY CONTROL
 GA2676  ___________________________________________________________________
 GA2676* NAD 83(1986)-  36 35 15.     (N)    083 37 57.     (W)     SCALED    
 GA2676* NAVD 88     -       379.445  (meters)    1244.90   (feet)  ADJUSTED  
 GA2676  ___________________________________________________________________
 GA2676  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA2676  DYNAMIC HT  -         379.111 (meters)    1243.80  (feet)  COMP
 GA2676  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 GA2676
 GA2676  VERT ORDER  -  SECOND    CLASS 0
 GA2676
 GA2676.The horizontal coordinates were scaled from a topographic map and have
 GA2676.an estimated accuracy of +/- 6 seconds.
 GA2676
 GA2676.The orthometric height was determined by differential leveling
 GA2676.and adjusted by the National Geodetic Survey in June 1991..
 GA2676
 GA2676.The geoid height was determined by GEOID03.
 GA2676
 GA2676.The dynamic height is computed by dividing the NAVD 88
 GA2676.geopotential number by the normal gravity value computed on the
 GA2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2676.degrees latitude (g = 980.6199 gals.).
 GA2676
 GA2676.The modeled gravity was interpolated from observed gravity values.
 GA2676
 GA2676;                    North         East    Units  Estimated Accuracy
 GA2676;SPC TN       -   252,670.      811,860.      MT  (+/- 180 meters Scaled)
 GA2676
 GA2676                          SUPERSEDED SURVEY CONTROL
 GA2676
 GA2676  NGVD 29 (??/??/92)  379.589  (m)         1245.37   (f) ADJ UNCH    2 0
 GA2676
 GA2676.Superseded values are not recommended for survey control.
 GA2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2676.See file dsdata.txt to determine how the superseded data were derived.
 GA2676
 GA2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA644523(NAD 83)
 GA2676_MARKER: DB = BENCH MARK DISK
 GA2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2676_STAMPING: T 54 1934
 GA2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2676+STABILITY: SURFACE MOTION
 GA2676
 GA2676  HISTORY     - Date     Condition        Report By
 GA2676  HISTORY     - 1934     MONUMENTED       CGS
 GA2676  HISTORY     - 1959     MARK NOT FOUND   USGS
 GA2676
 GA2676                          STATION DESCRIPTION
 GA2676
 GA2676'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GA2676'AT SHAWANEE.
 GA2676'AT SHAWANEE, CLAIBORNE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GA2676'RAILROAD, 10 POLES NORTH OF THE STATION, AT MILEAGE 222.2, AND
 GA2676'60 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED T 54 1934
 GA2676'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1563 ***********************************************************************
 GA1563  DESIGNATION -  T 55
 GA1563  PID         -  GA1563
 GA1563  STATE/COUNTY-  TN/HANCOCK
 GA1563  USGS QUAD   -  KYLES FORD (1969)
 GA1563
 GA1563                         *CURRENT SURVEY CONTROL
 GA1563  ___________________________________________________________________
 GA1563* NAD 83(1986)-  36 34 08.     (N)    083 02 27.     (W)     SCALED    
 GA1563* NAVD 88     -       357.269  (meters)    1172.14   (feet)  ADJUSTED  
 GA1563  ___________________________________________________________________
 GA1563  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1563  DYNAMIC HT  -         356.953 (meters)    1171.10  (feet)  COMP
 GA1563  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GA1563
 GA1563  VERT ORDER  -  SECOND    CLASS 0
 GA1563
 GA1563.The horizontal coordinates were scaled from a topographic map and have
 GA1563.an estimated accuracy of +/- 6 seconds.
 GA1563
 GA1563.The orthometric height was determined by differential leveling
 GA1563.and adjusted by the National Geodetic Survey in June 1991..
 GA1563
 GA1563.The geoid height was determined by GEOID03.
 GA1563
 GA1563.The dynamic height is computed by dividing the NAVD 88
 GA1563.geopotential number by the normal gravity value computed on the
 GA1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1563.degrees latitude (g = 980.6199 gals.).
 GA1563
 GA1563.The modeled gravity was interpolated from observed gravity values.
 GA1563
 GA1563;                    North         East    Units  Estimated Accuracy
 GA1563;SPC TN       -   252,050.      864,850.      MT  (+/- 180 meters Scaled)
 GA1563
 GA1563                          SUPERSEDED SURVEY CONTROL
 GA1563
 GA1563  NGVD 29 (??/??/92)  357.426  (m)         1172.66   (f) ADJ UNCH    2 0
 GA1563
 GA1563.Superseded values are not recommended for survey control.
 GA1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1563.See file dsdata.txt to determine how the superseded data were derived.
 GA1563
 GA1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA173489(NAD 83)
 GA1563_MARKER: DB = BENCH MARK DISK
 GA1563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1563_SP_SET: ABUTMENT
 GA1563_STAMPING: T 55 1934
 GA1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1563
 GA1563  HISTORY     - Date     Condition        Report By
 GA1563  HISTORY     - 1934     MONUMENTED       CGS
 GA1563  HISTORY     - 1935     GOOD             NGS
 GA1563
 GA1563                          STATION DESCRIPTION
 GA1563
 GA1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1563'19 MI N FROM ROGERSVILLE.
 GA1563'IN HANCOCK COUNTY, 19.0 MILES NORTH ALONG STATE HIGHWAY 70 FROM
 GA1563'ROGERSVILLE, HAWKINS COUNTY, AT THE SOUTH END OF THE CLINCH
 GA1563'RIVER BRIDGE, AND IN THE TOP OF THE EAST WING WALL OF THE
 GA1563'SOUTH ABUTMENT.  A STANDARD DISK, STAMPED T 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1391 ***********************************************************************
 GA1391  DESIGNATION -  T 57
 GA1391  PID         -  GA1391
 GA1391  STATE/COUNTY-  TN/SULLIVAN
 GA1391  USGS QUAD   -  KINGSPORT (1991)
 GA1391
 GA1391                         *CURRENT SURVEY CONTROL
 GA1391  ___________________________________________________________________
 GA1391* NAD 83(1986)-  36 30 01.     (N)    082 31 17.     (W)     SCALED    
 GA1391* NAVD 88     -       396.760  (meters)    1301.70   (feet)  ADJUSTED  
 GA1391  ___________________________________________________________________
 GA1391  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA1391  DYNAMIC HT  -         396.397 (meters)    1300.51  (feet)  COMP
 GA1391  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA1391
 GA1391  VERT ORDER  -  SECOND    CLASS 0
 GA1391
 GA1391.The horizontal coordinates were scaled from a topographic map and have
 GA1391.an estimated accuracy of +/- 6 seconds.
 GA1391
 GA1391.The orthometric height was determined by differential leveling
 GA1391.and adjusted by the National Geodetic Survey in June 1991..
 GA1391
 GA1391.The geoid height was determined by GEOID03.
 GA1391
 GA1391.The dynamic height is computed by dividing the NAVD 88
 GA1391.geopotential number by the normal gravity value computed on the
 GA1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1391.degrees latitude (g = 980.6199 gals.).
 GA1391
 GA1391.The modeled gravity was interpolated from observed gravity values.
 GA1391
 GA1391;                    North         East    Units  Estimated Accuracy
 GA1391;SPC TN       -   245,970.      911,590.      MT  (+/- 180 meters Scaled)
 GA1391
 GA1391                          SUPERSEDED SURVEY CONTROL
 GA1391
 GA1391  NGVD 29 (??/??/92)  396.907  (m)         1302.19   (f) ADJ UNCH    2 0
 GA1391
 GA1391.Superseded values are not recommended for survey control.
 GA1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1391.See file dsdata.txt to determine how the superseded data were derived.
 GA1391
 GA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA637405(NAD 83)
 GA1391_MARKER: DB = BENCH MARK DISK
 GA1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1391_STAMPING: T 57 1934
 GA1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1391+STABILITY: SURFACE MOTION
 GA1391
 GA1391  HISTORY     - Date     Condition        Report By
 GA1391  HISTORY     - 1934     MONUMENTED       CGS
 GA1391  HISTORY     - 1959     MARK NOT FOUND   NGS
 GA1391
 GA1391                          STATION DESCRIPTION
 GA1391
 GA1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GA1391'4 MI S FROM KINGSPORT.
 GA1391'4 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD, FROM THE STATION AT
 GA1391'KINGSPORT, SULLIVAN COUNTY, 24 FEET SOUTH OF THE SOUTH LINE OF
 GA1391'THE STATION AT PACTOLUS, AND 21 FEET EAST OF THE CENTERLINE OF
 GA1391'THE TRACK.  A STANDARD DISK STAMPED T 57 1934 AND SET IN THE TOP
 GA1391'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0955 ***********************************************************************
 FZ0955  DESIGNATION -  T 58
 FZ0955  PID         -  FZ0955
 FZ0955  STATE/COUNTY-  TN/JOHNSON
 FZ0955  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0955
 FZ0955                         *CURRENT SURVEY CONTROL
 FZ0955  ___________________________________________________________________
 FZ0955* NAD 83(1986)-  36 28 33.     (N)    081 48 13.     (W)     SCALED    
 FZ0955* NAVD 88     -       740.169  (meters)    2428.37   (feet)  ADJUSTED  
 FZ0955  ___________________________________________________________________
 FZ0955  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0955  DYNAMIC HT  -         739.431 (meters)    2425.95  (feet)  COMP
 FZ0955  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 FZ0955
 FZ0955  VERT ORDER  -  SECOND    CLASS 0
 FZ0955
 FZ0955.The horizontal coordinates were scaled from a topographic map and have
 FZ0955.an estimated accuracy of +/- 6 seconds.
 FZ0955
 FZ0955.The orthometric height was determined by differential leveling
 FZ0955.and adjusted by the National Geodetic Survey in June 1991..
 FZ0955
 FZ0955.The geoid height was determined by GEOID03.
 FZ0955
 FZ0955.The dynamic height is computed by dividing the NAVD 88
 FZ0955.geopotential number by the normal gravity value computed on the
 FZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0955.degrees latitude (g = 980.6199 gals.).
 FZ0955
 FZ0955.The modeled gravity was interpolated from observed gravity values.
 FZ0955
 FZ0955;                    North         East    Units  Estimated Accuracy
 FZ0955;SPC TN       -   245,780.      975,970.      MT  (+/- 180 meters Scaled)
 FZ0955
 FZ0955                          SUPERSEDED SURVEY CONTROL
 FZ0955
 FZ0955  NGVD 29 (??/??/92)  740.225  (m)         2428.55   (f) ADJ UNCH    2 0
 FZ0955
 FZ0955.Superseded values are not recommended for survey control.
 FZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0955.See file dsdata.txt to determine how the superseded data were derived.
 FZ0955
 FZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA280370(NAD 83)
 FZ0955_MARKER: DB = BENCH MARK DISK
 FZ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0955_STAMPING: 2428.729 T 58 1934
 FZ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0955+STABILITY: SURFACE MOTION
 FZ0955
 FZ0955  HISTORY     - Date     Condition        Report By
 FZ0955  HISTORY     - 1934     MONUMENTED       CGS
 FZ0955
 FZ0955                          STATION DESCRIPTION
 FZ0955
 FZ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0955'AT MOUNTAIN CITY.
 FZ0955'AT MOUNTAIN CITY, JOHNSON COUNTY, ON STATE HIGHWAY 91, IN THE
 FZ0955'HIGH SCHOOL YARD, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0955'AND AT THE NORTH EDGE OF THE CEMENT WALK LEADING TO THE EAST
 FZ0955'ENTRANCE OF THE SCHOOL BUILDING.  A STANDARD DISK, STAMPED 2428.729
 FZ0955'T 58 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FZ0955'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0825 ***********************************************************************
 GD0825  DESIGNATION -  T 59
 GD0825  PID         -  GD0825
 GD0825  STATE/COUNTY-  TN/DYER
 GD0825  USGS QUAD   -  NEWBERN (1983)
 GD0825
 GD0825                         *CURRENT SURVEY CONTROL
 GD0825  ___________________________________________________________________
 GD0825* NAD 83(1986)-  36 01 24.     (N)    089 16 53.     (W)     SCALED    
 GD0825* NAVD 88     -        90.584  (meters)     297.19   (feet)  ADJUSTED  
 GD0825  ___________________________________________________________________
 GD0825  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0825  DYNAMIC HT  -          90.508 (meters)     296.94  (feet)  COMP
 GD0825  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 GD0825
 GD0825  VERT ORDER  -  SECOND    CLASS 0
 GD0825
 GD0825.The horizontal coordinates were scaled from a topographic map and have
 GD0825.an estimated accuracy of +/- 6 seconds.
 GD0825
 GD0825.The orthometric height was determined by differential leveling
 GD0825.and adjusted by the National Geodetic Survey in June 1991..
 GD0825
 GD0825.The geoid height was determined by GEOID03.
 GD0825
 GD0825.The dynamic height is computed by dividing the NAVD 88
 GD0825.geopotential number by the normal gravity value computed on the
 GD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0825.degrees latitude (g = 980.6199 gals.).
 GD0825
 GD0825.The modeled gravity was interpolated from observed gravity values.
 GD0825
 GD0825;                    North         East    Units  Estimated Accuracy
 GD0825;SPC TN       -   192,460.      304,290.      MT  (+/- 180 meters Scaled)
 GD0825
 GD0825                          SUPERSEDED SURVEY CONTROL
 GD0825
 GD0825  NGVD 29 (??/??/??)   90.548  (m)          297.07   (f) ADJUSTED    2 0
 GD0825
 GD0825.Superseded values are not recommended for survey control.
 GD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0825.See file dsdata.txt to determine how the superseded data were derived.
 GD0825
 GD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE944889(NAD 83)
 GD0825_MARKER: DB = BENCH MARK DISK
 GD0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0825_STAMPING: T 59 1935
 GD0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0825+STABILITY: SURFACE MOTION
 GD0825
 GD0825  HISTORY     - Date     Condition        Report By
 GD0825  HISTORY     - 1935     MONUMENTED       CGS
 GD0825  HISTORY     - 1951     GOOD             CGS
 GD0825  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0825
 GD0825                          STATION DESCRIPTION
 GD0825
 GD0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0825'AT ROELLEN.
 GD0825'AT ROELLEN, DYER COUNTY, ON STATE HIGHWAY 104, 38 FEET NORTH
 GD0825'OF THE PRESBYTERIAN CHURCH, 30 FEET WEST OF A DRIVEWAY INTO THE
 GD0825'CHURCHYARD, AND 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 GD0825'STANDARD DISK, STAMPED T 59 1935 AND SET IN THE TOP OF A CONCRETE
 GD0825'POST.
 GD0825
 GD0825                          STATION RECOVERY (1951)
 GD0825
 GD0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GD0825'RECOVERED IN GOOD CONDITION.
 GD0825
 GD0825                          STATION RECOVERY (2002)
 GD0825
 GD0825'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0825'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0156 ***********************************************************************
 FD0156  DESIGNATION -  T 6
 FD0156  PID         -  FD0156
 FD0156  STATE/COUNTY-  TN/FRANKLIN
 FD0156  USGS QUAD   -  WINCHESTER (1971)
 FD0156
 FD0156                         *CURRENT SURVEY CONTROL
 FD0156  ___________________________________________________________________
 FD0156* NAD 83(1986)-  35 12 42.     (N)    086 04 49.     (W)     SCALED    
 FD0156* NAVD 88     -       292.913  (meters)     961.00   (feet)  ADJUSTED  
 FD0156  ___________________________________________________________________
 FD0156  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0156  DYNAMIC HT  -         292.627 (meters)     960.06  (feet)  COMP
 FD0156  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FD0156
 FD0156  VERT ORDER  -  FIRST     CLASS II
 FD0156
 FD0156.The horizontal coordinates were scaled from a topographic map and have
 FD0156.an estimated accuracy of +/- 6 seconds.
 FD0156
 FD0156.The orthometric height was determined by differential leveling
 FD0156.and adjusted by the National Geodetic Survey in June 1991..
 FD0156
 FD0156.The geoid height was determined by GEOID03.
 FD0156
 FD0156.The dynamic height is computed by dividing the NAVD 88
 FD0156.geopotential number by the normal gravity value computed on the
 FD0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0156.degrees latitude (g = 980.6199 gals.).
 FD0156
 FD0156.The modeled gravity was interpolated from observed gravity values.
 FD0156
 FD0156;                    North         East    Units  Estimated Accuracy
 FD0156;SPC TN       -    97,460.      592,690.      MT  (+/- 180 meters Scaled)
 FD0156
 FD0156                          SUPERSEDED SURVEY CONTROL
 FD0156
 FD0156  NGVD 29 (??/??/92)  292.886  (m)          960.91   (f) ADJ UNCH    1 2
 FD0156
 FD0156.Superseded values are not recommended for survey control.
 FD0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0156.See file dsdata.txt to determine how the superseded data were derived.
 FD0156
 FD0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED837969(NAD 83)
 FD0156_MARKER: DB = BENCH MARK DISK
 FD0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0156_STAMPING: T 6 1930 961.228
 FD0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0156+STABILITY: SURFACE MOTION
 FD0156
 FD0156  HISTORY     - Date     Condition        Report By
 FD0156  HISTORY     - 1930     MONUMENTED       CGS
 FD0156  HISTORY     - 1949     GOOD             NGS
 FD0156
 FD0156                          STATION DESCRIPTION
 FD0156
 FD0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0156'0.2 MI NW FROM DECHERD.
 FD0156'AT DECHERD, ABOUT 0.2 MILE NORTHWEST ALONG THE NASHVILLE,
 FD0156'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, 72 FEET
 FD0156'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 36 FEET
 FD0156'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A RAILWAY SECTION HOUSE,
 FD0156'29 FEET WEST OF A POWER POLE, 27 FEET SOUTHWEST OF A 24-INCH
 FD0156'MAPLE TREE, 6 FEET WEST OF POLE 81/27, 1 FOOT SOUTHWEST OF A
 FD0156'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 FD0156'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1071 ***********************************************************************
 FE1071  DESIGNATION -  T 63
 FE1071  PID         -  FE1071
 FE1071  STATE/COUNTY-  TN/HAYWOOD
 FE1071  USGS QUAD   -  DANCYVILLE (1981)
 FE1071
 FE1071                         *CURRENT SURVEY CONTROL
 FE1071  ___________________________________________________________________
 FE1071* NAD 83(1986)-  35 29 48.     (N)    089 20 55.     (W)     SCALED    
 FE1071* NAVD 88     -        88.439  (meters)     290.15   (feet)  ADJUSTED  
 FE1071  ___________________________________________________________________
 FE1071  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1071  DYNAMIC HT  -          88.361 (meters)     289.90  (feet)  COMP
 FE1071  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FE1071
 FE1071  VERT ORDER  -  SECOND    CLASS 0
 FE1071
 FE1071.The horizontal coordinates were scaled from a topographic map and have
 FE1071.an estimated accuracy of +/- 6 seconds.
 FE1071
 FE1071.The orthometric height was determined by differential leveling
 FE1071.and adjusted by the National Geodetic Survey in June 1991..
 FE1071
 FE1071.The geoid height was determined by GEOID03.
 FE1071
 FE1071.The dynamic height is computed by dividing the NAVD 88
 FE1071.geopotential number by the normal gravity value computed on the
 FE1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1071.degrees latitude (g = 980.6199 gals.).
 FE1071
 FE1071.The modeled gravity was interpolated from observed gravity values.
 FE1071
 FE1071;                    North         East    Units  Estimated Accuracy
 FE1071;SPC TN       -   134,270.      296,240.      MT  (+/- 180 meters Scaled)
 FE1071
 FE1071                          SUPERSEDED SURVEY CONTROL
 FE1071
 FE1071  NGVD 29 (??/??/??)   88.445  (m)          290.17   (f) ADJUSTED    2 0
 FE1071
 FE1071.Superseded values are not recommended for survey control.
 FE1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1071.See file dsdata.txt to determine how the superseded data were derived.
 FE1071
 FE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE869306(NAD 83)
 FE1071_MARKER: DB = BENCH MARK DISK
 FE1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1071_STAMPING: T 63 1935
 FE1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1071+STABILITY: SURFACE MOTION
 FE1071
 FE1071  HISTORY     - Date     Condition        Report By
 FE1071  HISTORY     - 1935     MONUMENTED       CGS
 FE1071  HISTORY     - 20020529 POOR             USACE
 FE1071
 FE1071                          STATION DESCRIPTION
 FE1071
 FE1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1071'3.8 MI NE FROM STANTON.
 FE1071'3.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE1071'FROM THE STATION AT STANTON, HAYWOOD COUNTY, AT MILEAGE 329.3,
 FE1071'AT A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE
 FE1071'TRACK, 15 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 FE1071'SOUTH OF THE YARD FENCE.  A STANDARD DISK, STAMPED T 63 1935 AND
 FE1071'SET IN THE TOP OF A CONCRETE POST.
 FE1071
 FE1071                          STATION RECOVERY (2002)
 FE1071
 FE1071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1071'LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0567 ***********************************************************************
 FE0567  DESIGNATION -  T 64
 FE0567  PID         -  FE0567
 FE0567  STATE/COUNTY-  TN/HARDEMAN
 FE0567  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0567
 FE0567                         *CURRENT SURVEY CONTROL
 FE0567  ___________________________________________________________________
 FE0567* NAD 83(1986)-  35 18 47.     (N)    088 57 29.     (W)     SCALED    
 FE0567* NAVD 88     -       123.925  (meters)     406.58   (feet)  ADJUSTED  
 FE0567  ___________________________________________________________________
 FE0567  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0567  DYNAMIC HT  -         123.811 (meters)     406.20  (feet)  COMP
 FE0567  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FE0567
 FE0567  VERT ORDER  -  SECOND    CLASS 0
 FE0567
 FE0567.The horizontal coordinates were scaled from a topographic map and have
 FE0567.an estimated accuracy of +/- 6 seconds.
 FE0567
 FE0567.The orthometric height was determined by differential leveling
 FE0567.and adjusted by the National Geodetic Survey in June 1991..
 FE0567
 FE0567.The geoid height was determined by GEOID03.
 FE0567
 FE0567.The dynamic height is computed by dividing the NAVD 88
 FE0567.geopotential number by the normal gravity value computed on the
 FE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0567.degrees latitude (g = 980.6199 gals.).
 FE0567
 FE0567.The modeled gravity was interpolated from observed gravity values.
 FE0567
 FE0567;                    North         East    Units  Estimated Accuracy
 FE0567;SPC TN       -   112,770.      331,040.      MT  (+/- 180 meters Scaled)
 FE0567
 FE0567                          SUPERSEDED SURVEY CONTROL
 FE0567
 FE0567  NGVD 29 (??/??/??)  123.920  (m)          406.56   (f) ADJUSTED    2 0
 FE0567
 FE0567.Superseded values are not recommended for survey control.
 FE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0567.See file dsdata.txt to determine how the superseded data were derived.
 FE0567
 FE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE219095(NAD 83)
 FE0567_MARKER: DB = BENCH MARK DISK
 FE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0567_STAMPING: T 64 1935
 FE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0567+STABILITY: SURFACE MOTION
 FE0567
 FE0567  HISTORY     - Date     Condition        Report By
 FE0567  HISTORY     - 1935     MONUMENTED       CGS
 FE0567  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0567
 FE0567                          STATION DESCRIPTION
 FE0567
 FE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0567'1.6 MI N FROM SHANDY.
 FE0567'1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0567'STATION AT SHANDY, HARDEMAN COUNTY, AT A ROAD CROSSING, 45 FEET
 FE0567'NORTH OF THE ROAD, AND 40 FEET WEST OF THE TRACK.  A STANDARD
 FE0567'DISK, STAMPED T 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0567
 FE0567                          STATION RECOVERY (2002)
 FE0567
 FE0567'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0567'TRACK ABANDONED BUT GRADE DISTINGUISHABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0783 ***********************************************************************
 FE0783  DESIGNATION -  T 65
 FE0783  PID         -  FE0783
 FE0783  STATE/COUNTY-  TN/MADISON
 FE0783  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0783
 FE0783                         *CURRENT SURVEY CONTROL
 FE0783  ___________________________________________________________________
 FE0783* NAD 83(1986)-  35 37 25.     (N)    088 50 23.     (W)     SCALED    
 FE0783* NAVD 88     -       108.935  (meters)     357.40   (feet)  ADJUSTED  
 FE0783  ___________________________________________________________________
 FE0783  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0783  DYNAMIC HT  -         108.837 (meters)     357.08  (feet)  COMP
 FE0783  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FE0783
 FE0783  VERT ORDER  -  SECOND    CLASS 0
 FE0783
 FE0783.The horizontal coordinates were scaled from a topographic map and have
 FE0783.an estimated accuracy of +/- 6 seconds.
 FE0783
 FE0783.The orthometric height was determined by differential leveling
 FE0783.and adjusted by the National Geodetic Survey in June 1991..
 FE0783
 FE0783.The geoid height was determined by GEOID03.
 FE0783
 FE0783.The dynamic height is computed by dividing the NAVD 88
 FE0783.geopotential number by the normal gravity value computed on the
 FE0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0783.degrees latitude (g = 980.6199 gals.).
 FE0783
 FE0783.The modeled gravity was interpolated from observed gravity values.
 FE0783
 FE0783;                    North         East    Units  Estimated Accuracy
 FE0783;SPC TN       -   146,890.      342,800.      MT  (+/- 180 meters Scaled)
 FE0783
 FE0783                          SUPERSEDED SURVEY CONTROL
 FE0783
 FE0783  NGVD 29 (??/??/??)  108.970  (m)          357.51   (f) ADJUSTED    2 0
 FE0783
 FE0783.Superseded values are not recommended for survey control.
 FE0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0783.See file dsdata.txt to determine how the superseded data were derived.
 FE0783
 FE0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE333437(NAD 83)
 FE0783_MARKER: DB = BENCH MARK DISK
 FE0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0783_STAMPING: T 65 1935
 FE0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0783+STABILITY: SURFACE MOTION
 FE0783
 FE0783  HISTORY     - Date     Condition        Report By
 FE0783  HISTORY     - 1935     MONUMENTED       CGS
 FE0783  HISTORY     - 1959     MARK NOT FOUND   CGS
 FE0783
 FE0783                          STATION DESCRIPTION
 FE0783
 FE0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0783'AT JACKSON.
 FE0783'AT JACKSON, MADISON COUNTY, ON THE GULF, MOBILE AND OHIO
 FE0783'RAILROAD, IN THE NORTHWEST PART OF TOWN, 150 FEET NORTH OF THE
 FE0783'JACKSON PACKING CO. BUILDING, AND 39 FEET WEST OF THE CENTER
 FE0783'LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED T 65 1935 AND
 FE0783'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1185 ***********************************************************************
 FE1185  DESIGNATION -  T 67
 FE1185  PID         -  FE1185
 FE1185  STATE/COUNTY-  TN/SHELBY
 FE1185  USGS QUAD   -  BRUNSWICK (1993)
 FE1185
 FE1185                         *CURRENT SURVEY CONTROL
 FE1185  ___________________________________________________________________
 FE1185* NAD 83(1986)-  35 15 33.     (N)    089 47 30.     (W)     SCALED    
 FE1185* NAVD 88     -        86.043  (meters)     282.29   (feet)  ADJUSTED  
 FE1185  ___________________________________________________________________
 FE1185  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1185  DYNAMIC HT  -          85.966 (meters)     282.04  (feet)  COMP
 FE1185  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 FE1185
 FE1185  VERT ORDER  -  SECOND    CLASS 0
 FE1185
 FE1185.The horizontal coordinates were scaled from a topographic map and have
 FE1185.an estimated accuracy of +/- 6 seconds.
 FE1185
 FE1185.The orthometric height was determined by differential leveling
 FE1185.and adjusted by the National Geodetic Survey in June 1991..
 FE1185
 FE1185.The geoid height was determined by GEOID03.
 FE1185
 FE1185.The dynamic height is computed by dividing the NAVD 88
 FE1185.geopotential number by the normal gravity value computed on the
 FE1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1185.degrees latitude (g = 980.6199 gals.).
 FE1185
 FE1185.The modeled gravity was interpolated from observed gravity values.
 FE1185
 FE1185;                    North         East    Units  Estimated Accuracy
 FE1185;SPC TN       -   109,410.      255,050.      MT  (+/- 180 meters Scaled)
 FE1185
 FE1185                          SUPERSEDED SURVEY CONTROL
 FE1185
 FE1185  NGVD 29 (??/??/??)   86.029  (m)          282.25   (f) ADJUSTED    2 0
 FE1185
 FE1185.Superseded values are not recommended for survey control.
 FE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1185.See file dsdata.txt to determine how the superseded data were derived.
 FE1185
 FE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE460053(NAD 83)
 FE1185_MARKER: DB = BENCH MARK DISK
 FE1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1185_STAMPING: T 67 1935
 FE1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1185+STABILITY: SURFACE MOTION
 FE1185
 FE1185  HISTORY     - Date     Condition        Report By
 FE1185  HISTORY     - 1935     MONUMENTED       CGS
 FE1185  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1185
 FE1185                          STATION DESCRIPTION
 FE1185
 FE1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1185'1.4 MI S FROM BRUNSWICK.
 FE1185'ABOUT 1.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE1185'FROM THE STATION AT BRUNSWICK, SHELBY COUNTY, ABOUT 100 YARDS
 FE1185'NORTHWEST OF A SMALL FRAME FARMHOUSE, 48 FEET EAST OF THE CENTERLINE
 FE1185'OF THE TRACK, 6 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 FE1185'WEST OF A POLE.  A STANDARD DISK, STAMPED T 67 1935 AND SET IN
 FE1185'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FE1185
 FE1185                          STATION RECOVERY (1963)
 FE1185
 FE1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1473 ***********************************************************************
 FC1473  DESIGNATION -  T 7
 FC1473  PID         -  FC1473
 FC1473  STATE/COUNTY-  TN/WHITE
 FC1473  USGS QUAD   -  DOYLE (1981)
 FC1473
 FC1473                         *CURRENT SURVEY CONTROL
 FC1473  ___________________________________________________________________
 FC1473* NAD 83(1986)-  35 49 01.     (N)    085 34 00.     (W)     SCALED    
 FC1473* NAVD 88     -       274.241  (meters)     899.74   (feet)  ADJUSTED  
 FC1473  ___________________________________________________________________
 FC1473  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1473  DYNAMIC HT  -         273.994 (meters)     898.93  (feet)  COMP
 FC1473  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FC1473
 FC1473  VERT ORDER  -  SECOND    CLASS 0
 FC1473
 FC1473.The horizontal coordinates were scaled from a topographic map and have
 FC1473.an estimated accuracy of +/- 6 seconds.
 FC1473
 FC1473.The orthometric height was determined by differential leveling
 FC1473.and adjusted by the National Geodetic Survey in June 1991..
 FC1473
 FC1473.The geoid height was determined by GEOID03.
 FC1473
 FC1473.The dynamic height is computed by dividing the NAVD 88
 FC1473.geopotential number by the normal gravity value computed on the
 FC1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1473.degrees latitude (g = 980.6199 gals.).
 FC1473
 FC1473.The modeled gravity was interpolated from observed gravity values.
 FC1473
 FC1473;                    North         East    Units  Estimated Accuracy
 FC1473;SPC TN       -   164,690.      639,160.      MT  (+/- 180 meters Scaled)
 FC1473
 FC1473                          SUPERSEDED SURVEY CONTROL
 FC1473
 FC1473  NGVD 29 (??/??/92)  274.296  (m)          899.92   (f) ADJ UNCH    2 0
 FC1473
 FC1473.Superseded values are not recommended for survey control.
 FC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1473.See file dsdata.txt to determine how the superseded data were derived.
 FC1473
 FC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE294645(NAD 83)
 FC1473_MARKER: DB = BENCH MARK DISK
 FC1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1473_STAMPING: 900.129 T 7 1931
 FC1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1473+STABILITY: SURFACE MOTION
 FC1473
 FC1473  HISTORY     - Date     Condition        Report By
 FC1473  HISTORY     - 1931     MONUMENTED       CGS
 FC1473  HISTORY     - 1943     MARK NOT FOUND   NGS
 FC1473  HISTORY     - 20060906 MARK NOT FOUND   INDIV
 FC1473
 FC1473                          STATION DESCRIPTION
 FC1473
 FC1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1473'AT QUEBECK.
 FC1473'THE POSTMASTER REPORTED THAT THE MARK IS PROBABLY UNDER A
 FC1473'STACK OF CROSSTIES.  AT QUEBECK, WHITE COUNTY, OPPOSITE THE
 FC1473'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 10 FEET
 FC1473'SOUTHWEST OF POLE 49/28, ABOUT 55 FEET EAST OF THE CENTER OF A
 FC1473'ROAD CROSSING, AND 19 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 FC1473'TRACK.  A STANDARD DISK, STAMPED 900.129 T 7 1931 AND SET IN THE
 FC1473'TOP OF A CONCRETE POST.
 FC1473
 FC1473                          STATION RECOVERY (2006)
 FC1473
 FC1473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1473'PROBABLY DESTROYED DUE TO CONSTRUCTION NEW GARBAGE CENTER AND PARKING
 FC1473' 
 FC1473'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1164 ***********************************************************************
 FE1164  DESIGNATION -  T 73
 FE1164  PID         -  FE1164
 FE1164  STATE/COUNTY-  TN/FAYETTE
 FE1164  USGS QUAD   -  GALLAWAY (1981)
 FE1164
 FE1164                         *CURRENT SURVEY CONTROL
 FE1164  ___________________________________________________________________
 FE1164* NAD 83(1995)-  35 20 47.67072(N)    089 30 57.20736(W)     ADJUSTED  
 FE1164* NAVD 88     -       107.286  (meters)     351.99   (feet)  ADJUSTED  
 FE1164  ___________________________________________________________________
 FE1164  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FE1164  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1164  DYNAMIC HT  -         107.190 (meters)     351.67  (feet)  COMP
 FE1164  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE1164
 FE1164  HORZ ORDER  -  SECOND
 FE1164  VERT ORDER  -  SECOND    CLASS 0
 FE1164
 FE1164.The horizontal coordinates were established by classical geodetic methods
 FE1164.and adjusted by the National Geodetic Survey in April 1999..
 FE1164
 FE1164.The orthometric height was determined by differential leveling
 FE1164.and adjusted by the National Geodetic Survey in June 1991..
 FE1164
 FE1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1164
 FE1164.The geoid height was determined by GEOID03.
 FE1164
 FE1164.The dynamic height is computed by dividing the NAVD 88
 FE1164.geopotential number by the normal gravity value computed on the
 FE1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1164.degrees latitude (g = 980.6199 gals.).
 FE1164
 FE1164.The modeled gravity was interpolated from observed gravity values.
 FE1164
 FE1164;                    North         East     Units Scale Factor Converg.
 FE1164;SPC TN       -   118,159.180   280,473.660   MT  0.99998436   -2 03 30.0
 FE1164;SPC TN       -   387,660.58    920,187.33   sFT  0.99998436   -2 03 30.0
 FE1164;UTM  16      - 3,914,383.120   271,368.495   MT  1.00024423   -1 27 22.1
 FE1164
 FE1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1164!SPC TN       -   0.99998747  x   0.99998436  =   0.99997183
 FE1164!UTM  16      -   0.99998747  x   1.00024423  =   1.00023170
 FE1164
 FE1164                          SUPERSEDED SURVEY CONTROL
 FE1164
 FE1164  NAD 83(1995)-  35 20 47.67648(N)    089 30 57.20816(W) AD(       ) 2
 FE1164  NAD 83(1995)-  35 20 47.67647(N)    089 30 57.20817(W) AD(       ) 2
 FE1164  NAD 83(1986)-  35 20 47.68240(N)    089 30 57.20805(W) AD(       ) 2
 FE1164  NAD 27      -  35 20 47.37910(N)    089 30 56.93510(W) AD(       ) 2
 FE1164  NGVD 29 (??/??/??)  107.264  (m)          351.92   (f) ADJUSTED    2 0
 FE1164
 FE1164.Superseded values are not recommended for survey control.
 FE1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1164.See file dsdata.txt to determine how the superseded data were derived.
 FE1164
 FE1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7136814383(NAD 83)
 FE1164_MARKER: DB = BENCH MARK DISK
 FE1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1164_STAMPING: T 73 1935
 FE1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1164+STABILITY: SURFACE MOTION
 FE1164
 FE1164  HISTORY     - Date     Condition        Report By
 FE1164  HISTORY     - 1958     MONUMENTED       CGS
 FE1164  HISTORY     - 1959     GOOD             CGS
 FE1164  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1164
 FE1164                          STATION DESCRIPTION
 FE1164
 FE1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1164'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE1164'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE1164'AND 59 FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 FE1164'ON STATE HIGHWAY 59 FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FE1164'SOUTHWEST, SIDE OF THE ROAD.  CONTINUE AHEAD ON HIGHWAY 59 FOR 0.75
 FE1164'MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 FE1164'
 FE1164'BENCH MARK T 73 1935 WAS USED AS REFERENCE MARK 2.  IT IS 52 FEET
 FE1164'WEST OF THE CENTERLINE OF A DRIVEWAY, 30 FEET SOUTH OF THE CENTERLINE
 FE1164'OF STATE HIGHWAY 59, 1 FOOT SOUTH OF A BOARD FENCE AND 1 FOOT EAST OF
 FE1164'A WHITE WITNESS POST.  THE MOUNMENT IS A 6X6 INCH CONCRETE POST
 FE1164'PROJECTING 4 INCHES AND THE DISK IS A STANDARD U.S.C. AND G.S. BENCH
 FE1164'MARK DISK STAMPED T 73 1935.
 FE1164
 FE1164                          STATION RECOVERY (1959)
 FE1164
 FE1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1164'3.7 MI SE FROM BRADEN.
 FE1164'3.7 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1164'CROSSING AT BRADEN, 206 FT. NORTH OF THE NORTHEAST CORNER OF A RED
 FE1164'BRICK HOUSE, 30 FT. SOUTHWEST OF THE CENTER OF HIGHWAY 59, 14.4
 FE1164'FT EAST OF THE CENTER OF A PRIVATE DRIVE, A C AND GS DISK SET IN
 FE1164'TOP OF A CONCRETE POST PROJECTING 8 INCHES, ABOUT 1 FT. ABOVE THE
 FE1164'LEVEL OF THE ROAD.
 FE1164
 FE1164                          STATION RECOVERY (1963)
 FE1164
 FE1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1190 ***********************************************************************
 FE1190  DESIGNATION -  T 74
 FE1190  PID         -  FE1190
 FE1190  STATE/COUNTY-  TN/SHELBY
 FE1190  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1190
 FE1190                         *CURRENT SURVEY CONTROL
 FE1190  ___________________________________________________________________
 FE1190* NAD 83(1986)-  35 11 19.     (N)    089 53 44.     (W)     SCALED    
 FE1190* NAVD 88     -        75.404  (meters)     247.39   (feet)  ADJUSTED  
 FE1190  ___________________________________________________________________
 FE1190  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1190  DYNAMIC HT  -          75.336 (meters)     247.16  (feet)  COMP
 FE1190  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FE1190
 FE1190  VERT ORDER  -  SECOND    CLASS 0
 FE1190
 FE1190.The horizontal coordinates were scaled from a topographic map and have
 FE1190.an estimated accuracy of +/- 6 seconds.
 FE1190
 FE1190.The orthometric height was determined by differential leveling
 FE1190.and adjusted by the National Geodetic Survey in June 1991..
 FE1190
 FE1190.The geoid height was determined by GEOID03.
 FE1190
 FE1190.The dynamic height is computed by dividing the NAVD 88
 FE1190.geopotential number by the normal gravity value computed on the
 FE1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1190.degrees latitude (g = 980.6199 gals.).
 FE1190
 FE1190.The modeled gravity was interpolated from observed gravity values.
 FE1190
 FE1190;                    North         East    Units  Estimated Accuracy
 FE1190;SPC TN       -   101,950.      245,290.      MT  (+/- 180 meters Scaled)
 FE1190
 FE1190                          SUPERSEDED SURVEY CONTROL
 FE1190
 FE1190  NGVD 29 (??/??/??)   75.388  (m)          247.34   (f) ADJUSTED    2 0
 FE1190
 FE1190.Superseded values are not recommended for survey control.
 FE1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1190.See file dsdata.txt to determine how the superseded data were derived.
 FE1190
 FE1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD363978(NAD 83)
 FE1190_MARKER: DB = BENCH MARK DISK
 FE1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1190_STAMPING: T 74 1956
 FE1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1190+STABILITY: SURFACE MOTION
 FE1190
 FE1190  HISTORY     - Date     Condition        Report By
 FE1190  HISTORY     - 1956     MONUMENTED       CGS
 FE1190  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1190
 FE1190                          STATION DESCRIPTION
 FE1190
 FE1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1190'1.4 MI NE FROM MEMPHIS.
 FE1190'ABOUT 1.35 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE1190'RAILROAD FROM THE CROSSING OF WELLS STATION ROAD IN THE NORTHEAST
 FE1190'PART OF MEMPHIS, ABOUT 1.85 MILES SOUTHWEST OF THE CROSSING OF
 FE1190'STAGE ROAD AT BARTLETT, ABOUT 0.25 MILE SOUTHWEST OF CROSSING
 FE1190'OF RALEIGH-LA GRANGE ROAD, ABOUT 0.8 MILE NORTHEAST OF RAILROAD
 FE1190'BRIDGE OVER WOLF RIVER, 23 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF
 FE1190'TRACK, 121 1/2 FEET EAST AND ACROSS TRACK FROM MILE POST 367,
 FE1190'9 FEET NORTH-NORTHWEST OF CENTER LINE OF A ROAD PARALLEL TO
 FE1190'TRACK, 56 FEET SOUTHWEST OF A WHISTLE POST, 3 FEET NORTHWEST OF
 FE1190'TELEPHONE POLE NO. 9146, 61 FEET EAST OF CENTER LINE OF TRACK AT
 FE1190'POINT UNDER THE CENTER WIRE OF A POWER TRANSMISSION LINE, ABOUT
 FE1190'1 1/2 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD PARALLEL
 FE1190'TO TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FE1190'INCH.
 FE1190
 FE1190                          STATION RECOVERY (2002)
 FE1190
 FE1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1190'LARGE PILE OF HEAVY DEBRIS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0478 ***********************************************************************
 FF0478  DESIGNATION -  T 75
 FF0478  PID         -  FF0478
 FF0478  STATE/COUNTY-  TN/SHELBY
 FF0478  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0478
 FF0478                         *CURRENT SURVEY CONTROL
 FF0478  ___________________________________________________________________
 FF0478* NAD 83(1986)-  35 01 33.     (N)    090 07 02.     (W)     SCALED    
 FF0478* NAVD 88     -        82.091  (meters)     269.33   (feet)  ADJUSTED  
 FF0478  ___________________________________________________________________
 FF0478  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0478  DYNAMIC HT  -          82.016 (meters)     269.08  (feet)  COMP
 FF0478  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 FF0478
 FF0478  VERT ORDER  -  FIRST     CLASS II
 FF0478
 FF0478.The horizontal coordinates were scaled from a topographic map and have
 FF0478.an estimated accuracy of +/- 6 seconds.
 FF0478
 FF0478.The orthometric height was determined by differential leveling
 FF0478.and adjusted by the National Geodetic Survey in June 1991..
 FF0478
 FF0478.The geoid height was determined by GEOID03.
 FF0478
 FF0478.The dynamic height is computed by dividing the NAVD 88
 FF0478.geopotential number by the normal gravity value computed on the
 FF0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0478.degrees latitude (g = 980.6199 gals.).
 FF0478
 FF0478.The modeled gravity was interpolated from observed gravity values.
 FF0478
 FF0478;                    North         East    Units  Estimated Accuracy
 FF0478;SPC TN       -    84,740.      224,360.      MT  (+/- 180 meters Scaled)
 FF0478
 FF0478                          SUPERSEDED SURVEY CONTROL
 FF0478
 FF0478  NGVD 29 (??/??/??)   82.071  (m)          269.26   (f) ADJUSTED    1 2
 FF0478
 FF0478.Superseded values are not recommended for survey control.
 FF0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0478.See file dsdata.txt to determine how the superseded data were derived.
 FF0478
 FF0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU630797(NAD 83)
 FF0478_MARKER: DB = BENCH MARK DISK
 FF0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0478_STAMPING: T 75 1956
 FF0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0478+STABILITY: SURFACE MOTION
 FF0478
 FF0478  HISTORY     - Date     Condition        Report By
 FF0478  HISTORY     - 1956     MONUMENTED       CGS
 FF0478  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0478
 FF0478                          STATION DESCRIPTION
 FF0478
 FF0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0478'6 MI SW FROM MEMPHIS.
 FF0478'6.0 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0478'THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.5 MILE NORTHEAST
 FF0478'OF MILE POST M 10, ABOUT 0.45 MILE NORTHEAST OF CROSSING OF
 FF0478'WHITE CAP ROAD, 20.7 FEET WEST-NORTHWEST OF NEAR RAIL OF TRACK,
 FF0478'105 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM A TELEPHONE
 FF0478'POLE WHICH IS LOCATED IN A GAP BETWEEN TWO CUTS (THE 15TH
 FF0478'TELEPHONE POLE NORTHEAST OF CROSSING OF WHITE CAP ROAD), 96
 FF0478'FEET WEST AND ACROSS TRACK FROM THE 16TH TELEPHONE POLE NORTHEAST
 FF0478'OF CROSSING OF WHITE CAP ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN
 FF0478'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 FF0478'CONCRETE POST PROJECTING 3 INCHES.
 FF0478
 FF0478                          STATION RECOVERY (1976)
 FF0478
 FF0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1352 ***********************************************************************
 GB1352  DESIGNATION -  T 77
 GB1352  PID         -  GB1352
 GB1352  STATE/COUNTY-  TN/PICKETT
 GB1352  USGS QUAD   -  BYRDSTOWN (1981)
 GB1352
 GB1352                         *CURRENT SURVEY CONTROL
 GB1352  ___________________________________________________________________
 GB1352* NAD 83(1986)-  36 32 35.     (N)    085 10 04.     (W)     SCALED    
 GB1352* NAVD 88     -       287.872  (meters)     944.46   (feet)  POSTED    
 GB1352  ___________________________________________________________________
 GB1352  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB1352  DYNAMIC HT  -         287.620 (meters)     943.63  (feet)  COMP
 GB1352  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 GB1352
 GB1352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1352
 GB1352.The horizontal coordinates were scaled from a topographic map and have
 GB1352.an estimated accuracy of +/- 6 seconds.
 GB1352
 GB1352.The orthometric height was determined by differential leveling
 GB1352.and adjusted by the National Geodetic Survey in 1992..
 GB1352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1352.rate of 1.1 thru 2.0 mm/km.
 GB1352
 GB1352.The geoid height was determined by GEOID03.
 GB1352
 GB1352.The dynamic height is computed by dividing the NAVD 88
 GB1352.geopotential number by the normal gravity value computed on the
 GB1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1352.degrees latitude (g = 980.6199 gals.).
 GB1352
 GB1352.The modeled gravity was interpolated from observed gravity values.
 GB1352
 GB1352;                    North         East    Units  Estimated Accuracy
 GB1352;SPC TN       -   245,490.      674,520.      MT  (+/- 180 meters Scaled)
 GB1352
 GB1352                          SUPERSEDED SURVEY CONTROL
 GB1352
 GB1352  NGVD 29 (??/??/92)  287.983  (m)          944.82   (f) ADJ UNCH    2 0
 GB1352
 GB1352.Superseded values are not recommended for survey control.
 GB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1352.See file dsdata.txt to determine how the superseded data were derived.
 GB1352
 GB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF640457(NAD 83)
 GB1352_MARKER: DB = BENCH MARK DISK
 GB1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1352_STAMPING: T 77 1935
 GB1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1352+STABILITY: SURFACE MOTION
 GB1352
 GB1352  HISTORY     - Date     Condition        Report By
 GB1352  HISTORY     - 1935     MONUMENTED       CGS
 GB1352  HISTORY     - 1961     MARK NOT FOUND   NGS
 GB1352
 GB1352                          STATION DESCRIPTION
 GB1352
 GB1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1352'3.9 MI SW FROM BYRDSTOWN.
 GB1352'3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST
 GB1352'OFFICE AT BYRDSTOWN, PICKETT COUNTY, 0.4 MILE SOUTHWEST OF
 GB1352'THE SUMMIT OF A LONG HILL, 33 FEET NORTHWEST OF THE CENTERLINE
 GB1352'OF A DIRT ROAD LEADING SOUTH THROUGH A WOODS, 29 FEET SOUTH OF
 GB1352'THE CENTERLINE OF THE HIGHWAY, MIDWAY BETWEEN TWO 8-INCH HICKORY
 GB1352'TREES, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED T
 GB1352'77 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1352
 GB1352                          STATION RECOVERY (1961)
 GB1352
 GB1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0031 ***********************************************************************
 FD0031  DESIGNATION -  T 78
 FD0031  PID         -  FD0031
 FD0031  STATE/COUNTY-  TN/CANNON
 FD0031  USGS QUAD   -  WOODBURY (1979)
 FD0031
 FD0031                         *CURRENT SURVEY CONTROL
 FD0031  ___________________________________________________________________
 FD0031* NAD 83(1986)-  35 49 33.     (N)    086 03 28.     (W)     SCALED    
 FD0031* NAVD 88     -       217.355  (meters)     713.11   (feet)  ADJUSTED  
 FD0031  ___________________________________________________________________
 FD0031  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FD0031  DYNAMIC HT  -         217.158 (meters)     712.46  (feet)  COMP
 FD0031  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FD0031
 FD0031  VERT ORDER  -  SECOND    CLASS 0
 FD0031
 FD0031.The horizontal coordinates were scaled from a topographic map and have
 FD0031.an estimated accuracy of +/- 6 seconds.
 FD0031
 FD0031.The orthometric height was determined by differential leveling
 FD0031.and adjusted by the National Geodetic Survey in June 1991..
 FD0031
 FD0031.The geoid height was determined by GEOID03.
 FD0031
 FD0031.The dynamic height is computed by dividing the NAVD 88
 FD0031.geopotential number by the normal gravity value computed on the
 FD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0031.degrees latitude (g = 980.6199 gals.).
 FD0031
 FD0031.The modeled gravity was interpolated from observed gravity values.
 FD0031
 FD0031;                    North         East    Units  Estimated Accuracy
 FD0031;SPC TN       -   165,590.      594,780.      MT  (+/- 180 meters Scaled)
 FD0031
 FD0031                          SUPERSEDED SURVEY CONTROL
 FD0031
 FD0031  NGVD 29 (??/??/92)  217.383  (m)          713.20   (f) ADJ UNCH    2 0
 FD0031
 FD0031.Superseded values are not recommended for survey control.
 FD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0031.See file dsdata.txt to determine how the superseded data were derived.
 FD0031
 FD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE851650(NAD 83)
 FD0031_MARKER: DB = BENCH MARK DISK
 FD0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0031_STAMPING: T 78 1935
 FD0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0031+STABILITY: SURFACE MOTION
 FD0031
 FD0031  HISTORY     - Date     Condition        Report By
 FD0031  HISTORY     - 1935     MONUMENTED       CGS
 FD0031  HISTORY     - 20030102 MARK NOT FOUND   TNDT
 FD0031
 FD0031                          STATION DESCRIPTION
 FD0031
 FD0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FD0031'0.6 MI E FROM WOODBURY.
 FD0031'0.6 MILE EAST ALONG U.S. HIGHWAY 70 S FROM THE POST OFFICE AT
 FD0031'WOODBURY, CANNON COUNTY, 71 YARDS EAST OF THE EAST END OF THE
 FD0031'CONCRETE BRIDGE OVER HILLS CREEK, AT THE JUNCTION OF STATE
 FD0031'HIGHWAY 53, 42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 70 S,
 FD0031'23 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 53, 2 FEET SOUTH
 FD0031'OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 FD0031'STAMPED T 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FD0031
 FD0031                          STATION RECOVERY (2003)
 FD0031
 FD0031'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FD0031'BOTH HIGHWAYS HAVE BEEN WIDENED. MARK PRESUMABLY OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0165 ***********************************************************************
 GC0165  DESIGNATION -  T 79
 GC0165  PID         -  GC0165
 GC0165  STATE/COUNTY-  TN/WILSON
 GC0165  USGS QUAD   -  LEBANON (1983)
 GC0165
 GC0165                         *CURRENT SURVEY CONTROL
 GC0165  ___________________________________________________________________
 GC0165* NAD 83(1986)-  36 11 19.     (N)    086 16 16.     (W)     SCALED    
 GC0165* NAVD 88     -       176.174  (meters)     578.00   (feet)  ADJUSTED  
 GC0165  ___________________________________________________________________
 GC0165  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0165  DYNAMIC HT  -         176.028 (meters)     577.52  (feet)  COMP
 GC0165  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GC0165
 GC0165  VERT ORDER  -  SECOND    CLASS 0
 GC0165
 GC0165.The horizontal coordinates were scaled from a topographic map and have
 GC0165.an estimated accuracy of +/- 6 seconds.
 GC0165
 GC0165.The orthometric height was determined by differential leveling
 GC0165.and adjusted by the National Geodetic Survey in June 1991..
 GC0165
 GC0165.The geoid height was determined by GEOID03.
 GC0165
 GC0165.The dynamic height is computed by dividing the NAVD 88
 GC0165.geopotential number by the normal gravity value computed on the
 GC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0165.degrees latitude (g = 980.6199 gals.).
 GC0165
 GC0165.The modeled gravity was interpolated from observed gravity values.
 GC0165
 GC0165;                    North         East    Units  Estimated Accuracy
 GC0165;SPC TN       -   205,880.      575,620.      MT  (+/- 180 meters Scaled)
 GC0165
 GC0165                          SUPERSEDED SURVEY CONTROL
 GC0165
 GC0165  NGVD 29 (??/??/92)  176.238  (m)          578.21   (f) ADJ UNCH    2 0
 GC0165
 GC0165.Superseded values are not recommended for survey control.
 GC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0165.See file dsdata.txt to determine how the superseded data were derived.
 GC0165
 GC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF655051(NAD 83)
 GC0165_MARKER: DB = BENCH MARK DISK
 GC0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0165_STAMPING: T 79 1935
 GC0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0165+STABILITY: SURFACE MOTION
 GC0165
 GC0165  HISTORY     - Date     Condition        Report By
 GC0165  HISTORY     - 1935     MONUMENTED       CGS
 GC0165  HISTORY     - 1960     GOOD             NGS
 GC0165
 GC0165                          STATION DESCRIPTION
 GC0165
 GC0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0165'1.8 MI SE FROM LEBANON.
 GC0165'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0165'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK
 GC0165'IS 21 1/2 RAILS NORTHWEST OF MILE POST 34, 44 FT. NORTHEAST
 GC0165'OF THE NORTHEAST RAIL, 40 FT. SOUTHEAST OF THE CENTER OF A TRACK
 GC0165'ROAD, 30 FT. NORTH OF A TELEPHONE POLE, AND 1.6 FT. SOUTHEAST
 GC0165'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0165'POST THAT PROJECTS 9 INCHES AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1827 ***********************************************************************
 GB1827  DESIGNATION -  T 80
 GB1827  PID         -  GB1827
 GB1827  STATE/COUNTY-  TN/SMITH
 GB1827  USGS QUAD   -  GORDONSVILLE (1986)
 GB1827
 GB1827                         *CURRENT SURVEY CONTROL
 GB1827  ___________________________________________________________________
 GB1827* NAD 83(1986)-  36 10 36.     (N)    085 56 06.     (W)     SCALED    
 GB1827* NAVD 88     -       171.530  (meters)     562.76   (feet)  POSTED    
 GB1827  ___________________________________________________________________
 GB1827  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1827  DYNAMIC HT  -         171.380 (meters)     562.27  (feet)  COMP
 GB1827  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GB1827
 GB1827  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1827
 GB1827.The horizontal coordinates were scaled from a topographic map and have
 GB1827.an estimated accuracy of +/- 6 seconds.
 GB1827
 GB1827.The orthometric height was determined by differential leveling
 GB1827.and adjusted by the National Geodetic Survey in 1992..
 GB1827.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1827.rate of 0.0 thru 1.0 mm/km.
 GB1827
 GB1827.The geoid height was determined by GEOID03.
 GB1827
 GB1827.The dynamic height is computed by dividing the NAVD 88
 GB1827.geopotential number by the normal gravity value computed on the
 GB1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1827.degrees latitude (g = 980.6199 gals.).
 GB1827
 GB1827.The modeled gravity was interpolated from observed gravity values.
 GB1827
 GB1827;                    North         East    Units  Estimated Accuracy
 GB1827;SPC TN       -   204,520.      605,850.      MT  (+/- 180 meters Scaled)
 GB1827
 GB1827                          SUPERSEDED SURVEY CONTROL
 GB1827
 GB1827  NGVD 29 (??/??/92)  171.600  (m)          562.99   (f) ADJ UNCH    2 0
 GB1827
 GB1827.Superseded values are not recommended for survey control.
 GB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1827.See file dsdata.txt to determine how the superseded data were derived.
 GB1827
 GB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF957040(NAD 83)
 GB1827_MARKER: DB = BENCH MARK DISK
 GB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1827_STAMPING: T 80 1935
 GB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1827+STABILITY: SURFACE MOTION
 GB1827
 GB1827  HISTORY     - Date     Condition        Report By
 GB1827  HISTORY     - 1935     MONUMENTED       CGS
 GB1827
 GB1827                          STATION DESCRIPTION
 GB1827
 GB1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1827'1.6 MI N FROM CARTHAGE JUNCTION.
 GB1827'1.6 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1827'STATION AT CARTHAGE JUNCTION, SMITH COUNTY, AT A DIRT-ROAD CROSSING,
 GB1827'11.8 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 7.4 FEET
 GB1827'NORTHEAST OF THE NORTHEAST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 GB1827'A STANDARD DISK, STAMPED T 80 1935 AND SET IN THE TOP OF A CONCRETE
 GB1827'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1651 ***********************************************************************
 GB1651  DESIGNATION -  T 81
 GB1651  PID         -  GB1651
 GB1651  STATE/COUNTY-  TN/OVERTON
 GB1651  USGS QUAD   -  LIVINGSTON (1986)
 GB1651
 GB1651                         *CURRENT SURVEY CONTROL
 GB1651  ___________________________________________________________________
 GB1651* NAD 83(1986)-  36 28 22.     (N)    085 22 14.     (W)     SCALED    
 GB1651* NAVD 88     -       367.475  (meters)    1205.62   (feet)  ADJUSTED  
 GB1651  ___________________________________________________________________
 GB1651  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB1651  DYNAMIC HT  -         367.145 (meters)    1204.54  (feet)  COMP
 GB1651  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB1651
 GB1651  VERT ORDER  -  SECOND    CLASS 0
 GB1651
 GB1651.The horizontal coordinates were scaled from a topographic map and have
 GB1651.an estimated accuracy of +/- 6 seconds.
 GB1651
 GB1651.The orthometric height was determined by differential leveling
 GB1651.and adjusted by the National Geodetic Survey in June 1991..
 GB1651
 GB1651.The geoid height was determined by GEOID03.
 GB1651
 GB1651.The dynamic height is computed by dividing the NAVD 88
 GB1651.geopotential number by the normal gravity value computed on the
 GB1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1651.degrees latitude (g = 980.6199 gals.).
 GB1651
 GB1651.The modeled gravity was interpolated from observed gravity values.
 GB1651
 GB1651;                    North         East    Units  Estimated Accuracy
 GB1651;SPC TN       -   237,560.      656,410.      MT  (+/- 180 meters Scaled)
 GB1651
 GB1651                          SUPERSEDED SURVEY CONTROL
 GB1651
 GB1651  NGVD 29 (??/??/92)  367.558  (m)         1205.90   (f) ADJ UNCH    2 0
 GB1651
 GB1651.Superseded values are not recommended for survey control.
 GB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1651.See file dsdata.txt to determine how the superseded data were derived.
 GB1651
 GB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF459376(NAD 83)
 GB1651_MARKER: DB = BENCH MARK DISK
 GB1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1651_STAMPING: T 81 1935
 GB1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1651+STABILITY: SURFACE MOTION
 GB1651
 GB1651  HISTORY     - Date     Condition        Report By
 GB1651  HISTORY     - 1935     MONUMENTED       CGS
 GB1651
 GB1651                          STATION DESCRIPTION
 GB1651
 GB1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1651'7.5 MI NW FROM LIVINGSTON.
 GB1651'7.5 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURTHOUSE
 GB1651'AT LIVINGSTON, OVERTON COUNTY, 14 FEET EAST OF THE CENTER ONE OF
 GB1651'THREE 24-INCH OAK TREES PARALLELING THE HIGHWAY, 34 FEET SOUTH OF
 GB1651'THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A RAIL FENCE, AND
 GB1651'ABOUT 2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1651'T 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1967 ***********************************************************************
 GB1967  DESIGNATION -  T 82
 GB1967  PID         -  GB1967
 GB1967  STATE/COUNTY-  TN/MACON
 GB1967  USGS QUAD   -  GALEN (1982)
 GB1967
 GB1967                         *CURRENT SURVEY CONTROL
 GB1967  ___________________________________________________________________
 GB1967* NAD 83(1986)-  36 30 51.     (N)    085 54 09.     (W)     SCALED    
 GB1967* NAVD 88     -       303.561  (meters)     995.93   (feet)  ADJUSTED  
 GB1967  ___________________________________________________________________
 GB1967  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB1967  DYNAMIC HT  -         303.305 (meters)     995.09  (feet)  COMP
 GB1967  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GB1967
 GB1967  VERT ORDER  -  SECOND    CLASS 0
 GB1967
 GB1967.The horizontal coordinates were scaled from a topographic map and have
 GB1967.an estimated accuracy of +/- 6 seconds.
 GB1967
 GB1967.The orthometric height was determined by differential leveling
 GB1967.and adjusted by the National Geodetic Survey in June 1991..
 GB1967
 GB1967.The geoid height was determined by GEOID03.
 GB1967
 GB1967.The dynamic height is computed by dividing the NAVD 88
 GB1967.geopotential number by the normal gravity value computed on the
 GB1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1967.degrees latitude (g = 980.6199 gals.).
 GB1967
 GB1967.The modeled gravity was interpolated from observed gravity values.
 GB1967
 GB1967;                    North         East    Units  Estimated Accuracy
 GB1967;SPC TN       -   241,970.      608,730.      MT  (+/- 180 meters Scaled)
 GB1967
 GB1967                          SUPERSEDED SURVEY CONTROL
 GB1967
 GB1967  NGVD 29 (??/??/92)  303.657  (m)          996.25   (f) ADJ UNCH    2 0
 GB1967
 GB1967.Superseded values are not recommended for survey control.
 GB1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1967.See file dsdata.txt to determine how the superseded data were derived.
 GB1967
 GB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF982415(NAD 83)
 GB1967_MARKER: DB = BENCH MARK DISK
 GB1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1967_STAMPING: T 82 1935
 GB1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1967+STABILITY: SURFACE MOTION
 GB1967
 GB1967  HISTORY     - Date     Condition        Report By
 GB1967  HISTORY     - 1935     MONUMENTED       CGS
 GB1967
 GB1967                          STATION DESCRIPTION
 GB1967
 GB1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1967'4.6 MI W FROM RED BOILING SPRINGS.
 GB1967'4.6 MILES WEST ALONG STATE HIGHWAY 52 FROM RED BOILING SPRINGS,
 GB1967'MACON COUNTY, 35 YARDS SOUTHWEST OF AN ABANDONED HOUSE IN A
 GB1967'WOODED AREA, 27.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GB1967'2.5 FEET SOUTHEAST OF A BOARD FENCE, AND ABOUT 1 FOOT HIGHER
 GB1967'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 82 1935 AND SET
 GB1967'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1740 ***********************************************************************
 GB1740  DESIGNATION -  T 83
 GB1740  PID         -  GB1740
 GB1740  STATE/COUNTY-  TN/SMITH
 GB1740  USGS QUAD   -  GORDONSVILLE (1986)
 GB1740
 GB1740                         *CURRENT SURVEY CONTROL
 GB1740  ___________________________________________________________________
 GB1740* NAD 83(1986)-  36 10 01.     (N)    085 54 35.     (W)     SCALED    
 GB1740* NAVD 88     -       152.870  (meters)     501.54   (feet)  ADJUSTED  
 GB1740  ___________________________________________________________________
 GB1740  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1740  DYNAMIC HT  -         152.739 (meters)     501.11  (feet)  COMP
 GB1740  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GB1740
 GB1740  VERT ORDER  -  SECOND    CLASS 0
 GB1740
 GB1740.The horizontal coordinates were scaled from a topographic map and have
 GB1740.an estimated accuracy of +/- 6 seconds.
 GB1740
 GB1740.The orthometric height was determined by differential leveling
 GB1740.and adjusted by the National Geodetic Survey in June 1991..
 GB1740
 GB1740.The geoid height was determined by GEOID03.
 GB1740
 GB1740.The dynamic height is computed by dividing the NAVD 88
 GB1740.geopotential number by the normal gravity value computed on the
 GB1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1740.degrees latitude (g = 980.6199 gals.).
 GB1740
 GB1740.The modeled gravity was interpolated from observed gravity values.
 GB1740
 GB1740;                    North         East    Units  Estimated Accuracy
 GB1740;SPC TN       -   203,440.      608,120.      MT  (+/- 180 meters Scaled)
 GB1740
 GB1740                          SUPERSEDED SURVEY CONTROL
 GB1740
 GB1740  NGVD 29 (??/??/92)  152.936  (m)          501.76   (f) ADJ UNCH    2 0
 GB1740
 GB1740.Superseded values are not recommended for survey control.
 GB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1740.See file dsdata.txt to determine how the superseded data were derived.
 GB1740
 GB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF980030(NAD 83)
 GB1740_MARKER: DB = BENCH MARK DISK
 GB1740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1740_SP_SET: BRIDGE
 GB1740_STAMPING: T 83 1935
 GB1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1740
 GB1740  HISTORY     - Date     Condition        Report By
 GB1740  HISTORY     - 1935     MONUMENTED       CGS
 GB1740  HISTORY     - 1960     GOOD             NGS
 GB1740
 GB1740                          STATION DESCRIPTION
 GB1740
 GB1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1740'0.2 MI E FROM CARTHAGE JUNCTION.
 GB1740'0.2 MILE EAST ALONG THE MAIN TRACK OF THE TENNESSEE CENTRAL
 GB1740'RAILWAY FROM THE STATION AT CARTHAGE JUNCTION, SMITH COUNTY, AT
 GB1740'THE WEST END OF A BRIDGE, IN THE CONCRETE COPING, 5 FEET WEST OF
 GB1740'THE EAST END OF THE COPING, 5 FEET NORTH OF THE NORTH RAIL, AND
 GB1740'ABOUT 1 FOOT LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1628 ***********************************************************************
 GB1628  DESIGNATION -  T 84
 GB1628  PID         -  GB1628
 GB1628  STATE/COUNTY-  TN/PUTNAM
 GB1628  USGS QUAD   -  MONTEREY (1981)
 GB1628
 GB1628                         *CURRENT SURVEY CONTROL
 GB1628  ___________________________________________________________________
 GB1628* NAD 83(1986)-  36 08 39.     (N)    085 15 55.     (W)     SCALED    
 GB1628* NAVD 88     -       571.385  (meters)    1874.62   (feet)  ADJUSTED  
 GB1628  ___________________________________________________________________
 GB1628  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB1628  DYNAMIC HT  -         570.854 (meters)    1872.88  (feet)  COMP
 GB1628  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GB1628
 GB1628  VERT ORDER  -  SECOND    CLASS 0
 GB1628
 GB1628.The horizontal coordinates were scaled from a topographic map and have
 GB1628.an estimated accuracy of +/- 6 seconds.
 GB1628
 GB1628.The orthometric height was determined by differential leveling
 GB1628.and adjusted by the National Geodetic Survey in June 1991..
 GB1628
 GB1628.The geoid height was determined by GEOID03.
 GB1628
 GB1628.The dynamic height is computed by dividing the NAVD 88
 GB1628.geopotential number by the normal gravity value computed on the
 GB1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1628.degrees latitude (g = 980.6199 gals.).
 GB1628
 GB1628.The modeled gravity was interpolated from observed gravity values.
 GB1628
 GB1628;                    North         East    Units  Estimated Accuracy
 GB1628;SPC TN       -   201,160.      666,120.      MT  (+/- 180 meters Scaled)
 GB1628
 GB1628                          SUPERSEDED SURVEY CONTROL
 GB1628
 GB1628  NGVD 29 (??/??/92)  571.386  (m)         1874.62   (f) ADJ UNCH    2 0
 GB1628
 GB1628.Superseded values are not recommended for survey control.
 GB1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1628.See file dsdata.txt to determine how the superseded data were derived.
 GB1628
 GB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF560013(NAD 83)
 GB1628_MARKER: DB = BENCH MARK DISK
 GB1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1628_STAMPING: T 84 1935
 GB1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1628+STABILITY: SURFACE MOTION
 GB1628
 GB1628  HISTORY     - Date     Condition        Report By
 GB1628  HISTORY     - 1935     MONUMENTED       CGS
 GB1628  HISTORY     - 1950     GOOD             NGS
 GB1628  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1628
 GB1628                          STATION DESCRIPTION
 GB1628
 GB1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1628'AT MONTEREY.
 GB1628'AT MONTEREY, PUTNAM COUNTY, 440 YARDS EAST OF THE TENNESSEE
 GB1628'CENTRAL RAILWAY STATION, 86 YARDS EAST OF THE WATER TOWER, 52
 GB1628'YARDS EAST OF A SHED, 37 FEET NORTH OF THE NORTH RAIL, AND
 GB1628'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GB1628'STAMPED T 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1628
 GB1628                          STATION RECOVERY (1960)
 GB1628
 GB1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0354 ***********************************************************************
 GC0354  DESIGNATION -  T 86
 GC0354  PID         -  GC0354
 GC0354  STATE/COUNTY-  TN/DAVIDSON
 GC0354  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0354
 GC0354                         *CURRENT SURVEY CONTROL
 GC0354  ___________________________________________________________________
 GC0354* NAD 83(1986)-  36 17 21.     (N)    086 41 29.     (W)     SCALED    
 GC0354* NAVD 88     -       134.357  (meters)     440.80   (feet)  POSTED    
 GC0354  ___________________________________________________________________
 GC0354  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC0354  DYNAMIC HT  -         134.240 (meters)     440.42  (feet)  COMP
 GC0354  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0354
 GC0354  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GC0354
 GC0354.The horizontal coordinates were scaled from a topographic map and have
 GC0354.an estimated accuracy of +/- 6 seconds.
 GC0354
 GC0354.The orthometric height was determined by differential leveling
 GC0354.and adjusted by the National Geodetic Survey in 1992..
 GC0354.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GC0354.rate of 4.1 thru 8.0 mm/km.
 GC0354
 GC0354.The geoid height was determined by GEOID03.
 GC0354
 GC0354.The dynamic height is computed by dividing the NAVD 88
 GC0354.geopotential number by the normal gravity value computed on the
 GC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0354.degrees latitude (g = 980.6199 gals.).
 GC0354
 GC0354.The modeled gravity was interpolated from observed gravity values.
 GC0354
 GC0354;                    North         East    Units  Estimated Accuracy
 GC0354;SPC TN       -   217,220.      537,890.      MT  (+/- 180 meters Scaled)
 GC0354
 GC0354                          SUPERSEDED SURVEY CONTROL
 GC0354
 GC0354  NGVD 29 (??/??/92)  134.398  (m)          440.94   (f) ADJ UNCH    2 0
 GC0354
 GC0354.Superseded values are not recommended for survey control.
 GC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0354.See file dsdata.txt to determine how the superseded data were derived.
 GC0354
 GC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF277160(NAD 83)
 GC0354_MARKER: DB = BENCH MARK DISK
 GC0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0354_STAMPING: T 86 1935
 GC0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0354+STABILITY: SURFACE MOTION
 GC0354
 GC0354  HISTORY     - Date     Condition        Report By
 GC0354  HISTORY     - 1935     MONUMENTED       CGS
 GC0354  HISTORY     - 1957     GOOD             NGS
 GC0354
 GC0354                          STATION DESCRIPTION
 GC0354
 GC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0354'AT EDENWOLD.
 GC0354'AT EDENWOLD, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0354'RAILROAD, 275 YARDS NORTH OF THE STATION, 100 YARDS NORTH OF
 GC0354'SEMAPHORE 1751, 25 FEET NORTHWEST OF THE CENTERLINE OF A TAR ROAD,
 GC0354'12.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND LEVEL WITH THE
 GC0354'BASE OF THE RAIL.  A STANDARD DISK, STAMPED T 86 1935 AND SET IN
 GC0354'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1251 ***********************************************************************
 GC1251  DESIGNATION -  T 87
 GC1251  PID         -  GC1251
 GC1251  STATE/COUNTY-  TN/ROBERTSON
 GC1251  USGS QUAD   -  ADAMS (1984)
 GC1251
 GC1251                         *CURRENT SURVEY CONTROL
 GC1251  ___________________________________________________________________
 GC1251* NAD 83(1986)-  36 35 57.     (N)    087 06 11.     (W)     SCALED    
 GC1251* NAVD 88     -       167.716  (meters)     550.25   (feet)  ADJUSTED  
 GC1251  ___________________________________________________________________
 GC1251  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1251  DYNAMIC HT  -         167.580 (meters)     549.80  (feet)  COMP
 GC1251  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 GC1251
 GC1251  VERT ORDER  -  SECOND    CLASS 0
 GC1251
 GC1251.The horizontal coordinates were scaled from a topographic map and have
 GC1251.an estimated accuracy of +/- 6 seconds.
 GC1251
 GC1251.The orthometric height was determined by differential leveling
 GC1251.and adjusted by the National Geodetic Survey in June 1991..
 GC1251
 GC1251.The geoid height was determined by GEOID03.
 GC1251
 GC1251.The dynamic height is computed by dividing the NAVD 88
 GC1251.geopotential number by the normal gravity value computed on the
 GC1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1251.degrees latitude (g = 980.6199 gals.).
 GC1251
 GC1251.The modeled gravity was interpolated from observed gravity values.
 GC1251
 GC1251;                    North         East    Units  Estimated Accuracy
 GC1251;SPC TN       -   251,960.      501,300.      MT  (+/- 180 meters Scaled)
 GC1251
 GC1251                          SUPERSEDED SURVEY CONTROL
 GC1251
 GC1251  NGVD 29 (??/??/92)  167.789  (m)          550.49   (f) ADJ UNCH    2 0
 GC1251
 GC1251.Superseded values are not recommended for survey control.
 GC1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1251.See file dsdata.txt to determine how the superseded data were derived.
 GC1251
 GC1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF907504(NAD 83)
 GC1251_MARKER: DB = BENCH MARK DISK
 GC1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1251_STAMPING: T 87 1935
 GC1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1251+STABILITY: SURFACE MOTION
 GC1251
 GC1251  HISTORY     - Date     Condition        Report By
 GC1251  HISTORY     - 1935     MONUMENTED       CGS
 GC1251  HISTORY     - 1956     MARK NOT FOUND   USGS
 GC1251
 GC1251                          STATION DESCRIPTION
 GC1251
 GC1251'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GC1251'2.5 MI NW FROM ADAMS.
 GC1251'2.5 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1251'FROM THE STATION AT ADAMS, ROBERTSON COUNTY, 5 RAILS NORTH OF
 GC1251'MILEPOST L 211, 40 YARDS EAST OF U.S. HIGHWAY 41E, 21.4 FEET
 GC1251'WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A
 GC1251'STANDARD DISK, STAMPED T 87 1935 AND SET IN THE TOP OF A CONCRETE
 GC1251'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0339 ***********************************************************************
 FF0339  DESIGNATION -  T 88
 FF0339  PID         -  FF0339
 FF0339  STATE/COUNTY-  TN/SHELBY
 FF0339  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0339
 FF0339                         *CURRENT SURVEY CONTROL
 FF0339  ___________________________________________________________________
 FF0339* NAD 83(1986)-  35 09 48.     (N)    090 02 51.     (W)     SCALED    
 FF0339* NAVD 88     -        71.733  (meters)     235.34   (feet)  ADJUSTED  
 FF0339  ___________________________________________________________________
 FF0339  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0339  DYNAMIC HT  -          71.668 (meters)     235.13  (feet)  COMP
 FF0339  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FF0339
 FF0339  VERT ORDER  -  FIRST     CLASS I
 FF0339
 FF0339.The horizontal coordinates were scaled from a topographic map and have
 FF0339.an estimated accuracy of +/- 6 seconds.
 FF0339
 FF0339.The orthometric height was determined by differential leveling
 FF0339.and adjusted by the National Geodetic Survey in June 1991..
 FF0339.WARNING-Repeat measurements at this control monument indicate possible
 FF0339.vertical movement.
 FF0339
 FF0339.The geoid height was determined by GEOID03.
 FF0339
 FF0339.The dynamic height is computed by dividing the NAVD 88
 FF0339.geopotential number by the normal gravity value computed on the
 FF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0339.degrees latitude (g = 980.6199 gals.).
 FF0339
 FF0339.The modeled gravity was interpolated from observed gravity values.
 FF0339
 FF0339;                    North         East    Units  Estimated Accuracy
 FF0339;SPC TN       -    99,710.      231,350.      MT  (+/- 180 meters Scaled)
 FF0339
 FF0339                          SUPERSEDED SURVEY CONTROL
 FF0339
 FF0339  NGVD 29 (??/??/??)   71.694  (m)          235.22   (f) ADJUSTED    1 1
 FF0339
 FF0339.Superseded values are not recommended for survey control.
 FF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0339.See file dsdata.txt to determine how the superseded data were derived.
 FF0339
 FF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU689951(NAD 83)
 FF0339_MARKER: DB = BENCH MARK DISK
 FF0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0339_SP_SET: UNDERPASS
 FF0339_STAMPING: T 88 1957
 FF0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0339+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0339
 FF0339  HISTORY     - Date     Condition        Report By
 FF0339  HISTORY     - 1957     MONUMENTED       CGS
 FF0339  HISTORY     - 1974     GOOD             NGS
 FF0339  HISTORY     - 19940911 GOOD             TN1620
 FF0339  HISTORY     - 20021024 GOOD             USACE
 FF0339
 FF0339                          STATION DESCRIPTION
 FF0339
 FF0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0339'AT MEMPHIS.
 FF0339'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, AT THE KEEL
 FF0339'AVENUE UNDERPASS UNDER THE ILLINOIS CENTRAL RAILROAD (VERY
 FF0339'NARROW-LOW UNDERPASS ONLY 12 FEET WIDE), ALSO, 1.25 MILES NORTH
 FF0339'ALONG FRONT STREET FROM THE COURTHOUSE AND POST OFFICE, SET IN
 FF0339'TOP OF THE EAST END OF THE SOUTH CONCRETE SEAT OF UNDERPASS,
 FF0339'33 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF A TOBACCO AND SNUFF
 FF0339'WAREHOUSE, 18 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK,
 FF0339'2 FEET BELOW LEVEL OF THE RAILS, ALSO, 75 YARDS WEST OF THE CENTER
 FF0339'LINE OF NORTH FRONT STREET.
 FF0339
 FF0339                          STATION RECOVERY (1994)
 FF0339
 FF0339'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0339'RECOVERED IN GOOD CONDITION.
 FF0339
 FF0339                          STATION RECOVERY (2002)
 FF0339
 FF0339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1664 ***********************************************************************
 FE1664  DESIGNATION -  T 89
 FE1664  PID         -  FE1664
 FE1664  STATE/COUNTY-  TN/TIPTON
 FE1664  USGS QUAD   -  NODENA (1983)
 FE1664
 FE1664                         *CURRENT SURVEY CONTROL
 FE1664  ___________________________________________________________________
 FE1664* NAD 83(1986)-  35 31 11.     (N)    089 53 14.     (W)     SCALED    
 FE1664* NAVD 88     -       118.712  (meters)     389.47   (feet)  ADJUSTED  
 FE1664  ___________________________________________________________________
 FE1664  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1664  DYNAMIC HT  -         118.609 (meters)     389.14  (feet)  COMP
 FE1664  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 FE1664
 FE1664  VERT ORDER  -  FIRST     CLASS II
 FE1664
 FE1664.The horizontal coordinates were scaled from a topographic map and have
 FE1664.an estimated accuracy of +/- 6 seconds.
 FE1664
 FE1664.The orthometric height was determined by differential leveling
 FE1664.and adjusted by the National Geodetic Survey in June 1991..
 FE1664
 FE1664.The geoid height was determined by GEOID03.
 FE1664
 FE1664.The dynamic height is computed by dividing the NAVD 88
 FE1664.geopotential number by the normal gravity value computed on the
 FE1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1664.degrees latitude (g = 980.6199 gals.).
 FE1664
 FE1664.The modeled gravity was interpolated from observed gravity values.
 FE1664
 FE1664;                    North         East    Units  Estimated Accuracy
 FE1664;SPC TN       -   138,630.      247,510.      MT  (+/- 180 meters Scaled)
 FE1664
 FE1664                          SUPERSEDED SURVEY CONTROL
 FE1664
 FE1664  NGVD 29 (??/??/??)  118.685  (m)          389.39   (f) ADJUSTED    1 2
 FE1664
 FE1664.Superseded values are not recommended for survey control.
 FE1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1664.See file dsdata.txt to determine how the superseded data were derived.
 FE1664
 FE1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE381345(NAD 83)
 FE1664_MARKER: DB = BENCH MARK DISK
 FE1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1664_STAMPING: T 89 1957
 FE1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1664+STABILITY: SURFACE MOTION
 FE1664
 FE1664  HISTORY     - Date     Condition        Report By
 FE1664  HISTORY     - 1957     MONUMENTED       CGS
 FE1664  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1664
 FE1664                          STATION DESCRIPTION
 FE1664
 FE1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1664'0.2 MI NE FROM RANDOLPH.
 FE1664'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE RANDOLPH
 FE1664'METHODIST CHURCH AT RANDOLPH, 71 FEET EAST OF THE CENTER LINE OF
 FE1664'THE ROAD, 39 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE1664'RESIDENCE OF JOHN BALLARD, 32 FEET NORTHWEST OF THE NORTHWEST
 FE1664'CORNER OF A FRAME HOUSE OWNED BY JOHN BALLARD, 26 FEET WEST OF A
 FE1664'12-INCH BLACK LOCUST TREE IN A FENCE LINE, 85 FEET EAST OF A
 FE1664'ACROSS THE GRAVEL ROAD FROM POWER LINE POLE NO. 88, 9 FEET SOUTH
 FE1664'OF A POWER LINE POLE, 1 FOOT NORTH OF A FENCE LINE, 3 FEET ABOVE
 FE1664'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1664'FLUSH WITH THE GROUND.
 FE1664
 FE1664                          STATION RECOVERY (2002)
 FE1664
 FE1664'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0833 ***********************************************************************
 FD0833  DESIGNATION -  T 9
 FD0833  PID         -  FD0833
 FD0833  STATE/COUNTY-  TN/MAURY
 FD0833  USGS QUAD   -  SUMMERTOWN (1976)
 FD0833
 FD0833                         *CURRENT SURVEY CONTROL
 FD0833  ___________________________________________________________________
 FD0833* NAD 83(1986)-  35 28 01.     (N)    087 16 20.     (W)     SCALED    
 FD0833* NAVD 88     -       226.005  (meters)     741.48   (feet)  ADJUSTED  
 FD0833  ___________________________________________________________________
 FD0833  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0833  DYNAMIC HT  -         225.797 (meters)     740.80  (feet)  COMP
 FD0833  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 FD0833
 FD0833  VERT ORDER  -  FIRST     CLASS II
 FD0833
 FD0833.The horizontal coordinates were scaled from a topographic map and have
 FD0833.an estimated accuracy of +/- 6 seconds.
 FD0833
 FD0833.The orthometric height was determined by differential leveling
 FD0833.and adjusted by the National Geodetic Survey in June 1991..
 FD0833
 FD0833.The geoid height was determined by GEOID03.
 FD0833
 FD0833.The dynamic height is computed by dividing the NAVD 88
 FD0833.geopotential number by the normal gravity value computed on the
 FD0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0833.degrees latitude (g = 980.6199 gals.).
 FD0833
 FD0833.The modeled gravity was interpolated from observed gravity values.
 FD0833
 FD0833;                    North         East    Units  Estimated Accuracy
 FD0833;SPC TN       -   126,520.      484,530.      MT  (+/- 180 meters Scaled)
 FD0833
 FD0833                          SUPERSEDED SURVEY CONTROL
 FD0833
 FD0833  NGVD 29 (??/??/92)  225.981  (m)          741.41   (f) ADJ UNCH    1 2
 FD0833
 FD0833.Superseded values are not recommended for survey control.
 FD0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0833.See file dsdata.txt to determine how the superseded data were derived.
 FD0833
 FD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE753248(NAD 83)
 FD0833_MARKER: DB = BENCH MARK DISK
 FD0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0833_SP_SET: BRIDGE
 FD0833_STAMPING: 741.550 T 9 1931
 FD0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0833
 FD0833  HISTORY     - Date     Condition        Report By
 FD0833  HISTORY     - 1931     MONUMENTED       CGS
 FD0833  HISTORY     - 1949     GOOD             NGS
 FD0833  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0833  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0833
 FD0833                          STATION DESCRIPTION
 FD0833
 FD0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0833'0.8 MI SW FROM ROCKDALE.
 FD0833'0.8 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0833'FROM THE STATION AT ROCKDALE, MAURY COUNTY, IN THE TOP OF THE
 FD0833'WEST ABUTMENT OF BRIDGE NO. 23, 6 INCHES FROM THE EAST AND
 FD0833'SOUTH FACES, 5.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET
 FD0833'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 741.550 T 9
 FD0833'1931.
 FD0833
 FD0833                          STATION RECOVERY (1973)
 FD0833
 FD0833'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0833'MARK NOT FOUND.
 FD0833
 FD0833                          STATION RECOVERY (1983)
 FD0833
 FD0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0833'NOT RECOVERED, INACCESSIBLE TO LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1649 ***********************************************************************
 FE1649  DESIGNATION -  T 90
 FE1649  PID         -  FE1649
 FE1649  STATE/COUNTY-  TN/LAUDERDALE
 FE1649  USGS QUAD   -  NODENA (1983)
 FE1649
 FE1649                         *CURRENT SURVEY CONTROL
 FE1649  ___________________________________________________________________
 FE1649* NAD 83(1986)-  35 36 31.     (N)    089 53 09.     (W)     SCALED    
 FE1649* NAVD 88     -        78.814  (meters)     258.58   (feet)  ADJUSTED  
 FE1649  ___________________________________________________________________
 FE1649  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1649  DYNAMIC HT  -          78.746 (meters)     258.35  (feet)  COMP
 FE1649  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE1649
 FE1649  VERT ORDER  -  FIRST     CLASS II
 FE1649
 FE1649.The horizontal coordinates were scaled from a topographic map and have
 FE1649.an estimated accuracy of +/- 6 seconds.
 FE1649
 FE1649.The orthometric height was determined by differential leveling
 FE1649.and adjusted by the National Geodetic Survey in June 1991..
 FE1649
 FE1649.The geoid height was determined by GEOID03.
 FE1649
 FE1649.The dynamic height is computed by dividing the NAVD 88
 FE1649.geopotential number by the normal gravity value computed on the
 FE1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1649.degrees latitude (g = 980.6199 gals.).
 FE1649
 FE1649.The modeled gravity was interpolated from observed gravity values.
 FE1649
 FE1649;                    North         East    Units  Estimated Accuracy
 FE1649;SPC TN       -   148,480.      248,020.      MT  (+/- 180 meters Scaled)
 FE1649
 FE1649                          SUPERSEDED SURVEY CONTROL
 FE1649
 FE1649  NGVD 29 (??/??/??)   78.783  (m)          258.47   (f) ADJUSTED    1 2
 FE1649
 FE1649.Superseded values are not recommended for survey control.
 FE1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1649.See file dsdata.txt to determine how the superseded data were derived.
 FE1649
 FE1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE385443(NAD 83)
 FE1649_MARKER: P = PIPE CAP
 FE1649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1649_STAMPING: T 90 1957
 FE1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1649
 FE1649  HISTORY     - Date     Condition        Report By
 FE1649  HISTORY     - 1957     MONUMENTED       CGS
 FE1649  HISTORY     - 1974     GOOD             NGS
 FE1649
 FE1649                          STATION DESCRIPTION
 FE1649
 FE1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1649'0.4 MI SW FROM FULTON.
 FE1649'0.4 MILE SOUTHWEST ALONG THE OLD RIVER ROAD FROM THE POST OFFICE
 FE1649'AT FULTON, NEAR A GATE IN FENCE LINE ACROSS THE ROAD, 57 FEET
 FE1649'EAST-SOUTHEAST OF THE CENTER OF GATE, 137 FEET WEST-NORTHWEST OF
 FE1649'A T IN FENCE LINE, 10 FEET NORTHWEST OF A 18-INCH GUM TREE IN
 FE1649'FENCE LINE, 1/2-FOOT NORTH OF A FENCE LINE, 1 FOOT BELOW THE
 FE1649'LEVEL OF THE ROAD, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE
 FE1649'PROJECTING 7 INCHES ABOVE THE GROUND.
 FE1649
 FE1649                          STATION RECOVERY (1974)
 FE1649
 FE1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0283 ***********************************************************************
 FF0283  DESIGNATION -  T 91
 FF0283  PID         -  FF0283
 FF0283  STATE/COUNTY-  TN/SHELBY
 FF0283  USGS QUAD   -  LOCKE (1970)
 FF0283
 FF0283                         *CURRENT SURVEY CONTROL
 FF0283  ___________________________________________________________________
 FF0283* NAD 83(1986)-  35 20 15.     (N)    090 05 25.     (W)     SCALED    
 FF0283* NAVD 88     -        68.559  (meters)     224.93   (feet)  ADJUSTED  
 FF0283  ___________________________________________________________________
 FF0283  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FF0283  DYNAMIC HT  -          68.498 (meters)     224.73  (feet)  COMP
 FF0283  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FF0283
 FF0283  VERT ORDER  -  FIRST     CLASS II
 FF0283
 FF0283.The horizontal coordinates were scaled from a topographic map and have
 FF0283.an estimated accuracy of +/- 6 seconds.
 FF0283
 FF0283.The orthometric height was determined by differential leveling
 FF0283.and adjusted by the National Geodetic Survey in June 1991..
 FF0283
 FF0283.The geoid height was determined by GEOID03.
 FF0283
 FF0283.The dynamic height is computed by dividing the NAVD 88
 FF0283.geopotential number by the normal gravity value computed on the
 FF0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0283.degrees latitude (g = 980.6199 gals.).
 FF0283
 FF0283.The modeled gravity was interpolated from observed gravity values.
 FF0283
 FF0283;                    North         East    Units  Estimated Accuracy
 FF0283;SPC TN       -   119,180.      228,260.      MT  (+/- 180 meters Scaled)
 FF0283
 FF0283                          SUPERSEDED SURVEY CONTROL
 FF0283
 FF0283  NGVD 29 (??/??/??)   68.525  (m)          224.82   (f) ADJUSTED    1 2
 FF0283
 FF0283.Superseded values are not recommended for survey control.
 FF0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0283.See file dsdata.txt to determine how the superseded data were derived.
 FF0283
 FF0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV644143(NAD 83)
 FF0283_MARKER: P = PIPE CAP
 FF0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0283_STAMPING: T 91 1957
 FF0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0283
 FF0283  HISTORY     - Date     Condition        Report By
 FF0283  HISTORY     - 1957     MONUMENTED       CGS
 FF0283
 FF0283                          STATION DESCRIPTION
 FF0283
 FF0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0283'4.4 MI W FROM LOCKE.
 FF0283'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0283'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0283'ROAD, THENCE 1.85 MILES WEST ALONG A GRADED ROAD, NEAR THE
 FF0283'NORTHWEST CORNER OF A CLEARED FIELD, 178 PACES EAST OF THE
 FF0283'EAST BANK OF THE MISSISSIPPI RIVER, 46 FEET SOUTH OF THE CENTER
 FF0283'LINE OF THE ROAD, 180 FEET WEST OF A LONE 40-INCH COTTONWOOD
 FF0283'TREE, 89 FEET SOUTHEAST AND ACROSS THE ROAD FROM A BLAZED 30-INCH
 FF0283'COTTONWOOD TREE, 11 FEET WEST OF THE WEST EDGE OF THE FIELD, 3
 FF0283'FEET ABOVE THE LEVEL OF THE ROAD, A DISK WELDED ON TOP OF A
 FF0283'2 1/2 INCH IRON PIPE PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1661 ***********************************************************************
 FE1661  DESIGNATION -  T 92
 FE1661  PID         -  FE1661
 FE1661  STATE/COUNTY-  TN/TIPTON
 FE1661  USGS QUAD   -  GILT EDGE (1981)
 FE1661
 FE1661                         *CURRENT SURVEY CONTROL
 FE1661  ___________________________________________________________________
 FE1661* NAD 83(1986)-  35 32 35.     (N)    089 51 52.     (W)     SCALED    
 FE1661* NAVD 88     -       114.073  (meters)     374.25   (feet)  ADJUSTED  
 FE1661  ___________________________________________________________________
 FE1661  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1661  DYNAMIC HT  -         113.974 (meters)     373.93  (feet)  COMP
 FE1661  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FE1661
 FE1661  VERT ORDER  -  FIRST     CLASS II
 FE1661
 FE1661.The horizontal coordinates were scaled from a topographic map and have
 FE1661.an estimated accuracy of +/- 6 seconds.
 FE1661
 FE1661.The orthometric height was determined by differential leveling
 FE1661.and adjusted by the National Geodetic Survey in June 1991..
 FE1661
 FE1661.The geoid height was determined by GEOID03.
 FE1661
 FE1661.The dynamic height is computed by dividing the NAVD 88
 FE1661.geopotential number by the normal gravity value computed on the
 FE1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1661.degrees latitude (g = 980.6199 gals.).
 FE1661
 FE1661.The modeled gravity was interpolated from observed gravity values.
 FE1661
 FE1661;                    North         East    Units  Estimated Accuracy
 FE1661;SPC TN       -   141,140.      249,670.      MT  (+/- 180 meters Scaled)
 FE1661
 FE1661                          SUPERSEDED SURVEY CONTROL
 FE1661
 FE1661  NGVD 29 (??/??/??)  114.044  (m)          374.16   (f) ADJUSTED    1 2
 FE1661
 FE1661.Superseded values are not recommended for survey control.
 FE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1661.See file dsdata.txt to determine how the superseded data were derived.
 FE1661
 FE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE403370(NAD 83)
 FE1661_MARKER: DB = BENCH MARK DISK
 FE1661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1661_SP_SET: 56 FEET
 FE1661_STAMPING: T 92 1957
 FE1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1661
 FE1661  HISTORY     - Date     Condition        Report By
 FE1661  HISTORY     - 1957     MONUMENTED       CGS
 FE1661  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1661
 FE1661                          STATION DESCRIPTION
 FE1661
 FE1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1661'2.7 MI NE FROM RANDOLPH.
 FE1661'2.7 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE RANDOLPH
 FE1661'METHODIST CHURCH AT RANDOLPH, 0.1 MILE NORTH OF THE JUNCTION
 FE1661'OF A GRAVELED ROAD LEADING SOUTHEAST, 98 FEET EAST OF THE CENTER
 FE1661'LINE OF THE ROAD, 5 1/2 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FE1661'OF THE MT. PISQUH CHURCH, 4 1/2 FEET NORTHEAST OF THE NORTHWEST
 FE1661'CORNER OF THE ENCLOSED ENTRANCE TO THE CHURCH, 119 FEET NORTHEAST
 FE1661'OF A POWER LINE POLE, 34 FEET SOUTHWEST OF A 24-INCH GUM TREE, 3
 FE1661'FEET WEST OF THE WEST FACE OF THE CHURCH, 1 1/2 FEET WEST OF A
 FE1661'WHITE CONCRETE WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 FE1661'ROAD, A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 FE1661'GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 1/2 INCH ABOVE
 FE1661'THE GROUND.  ROD DRIVEN TO A DEPTH OF 56 FEET.
 FE1661
 FE1661                          STATION RECOVERY (2002)
 FE1661
 FE1661'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1661'ENTRY TO CHURCH HAS BEEN EXPANDED. MONUMENT PROBABLY STILL EXISTS, BUT
 FE1661'NOW UNDERNEATH CHURCH ENTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1346 ***********************************************************************
 FE1346  DESIGNATION -  T 93
 FE1346  PID         -  FE1346
 FE1346  STATE/COUNTY-  TN/TIPTON
 FE1346  USGS QUAD   -  MUNFORD (1983)
 FE1346
 FE1346                         *CURRENT SURVEY CONTROL
 FE1346  ___________________________________________________________________
 FE1346* NAD 83(1986)-  35 27 49.     (N)    089 45 03.     (W)     SCALED    
 FE1346* NAVD 88     -       120.230  (meters)     394.45   (feet)  ADJUSTED  
 FE1346  ___________________________________________________________________
 FE1346  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1346  DYNAMIC HT  -         120.126 (meters)     394.11  (feet)  COMP
 FE1346  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 FE1346
 FE1346  VERT ORDER  -  SECOND    CLASS 0
 FE1346
 FE1346.The horizontal coordinates were scaled from a topographic map and have
 FE1346.an estimated accuracy of +/- 6 seconds.
 FE1346
 FE1346.The orthometric height was determined by differential leveling
 FE1346.and adjusted by the National Geodetic Survey in June 1991..
 FE1346
 FE1346.The geoid height was determined by GEOID03.
 FE1346
 FE1346.The dynamic height is computed by dividing the NAVD 88
 FE1346.geopotential number by the normal gravity value computed on the
 FE1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1346.degrees latitude (g = 980.6199 gals.).
 FE1346
 FE1346.The modeled gravity was interpolated from observed gravity values.
 FE1346
 FE1346;                    North         East    Units  Estimated Accuracy
 FE1346;SPC TN       -   131,930.      259,630.      MT  (+/- 180 meters Scaled)
 FE1346
 FE1346                          SUPERSEDED SURVEY CONTROL
 FE1346
 FE1346  NGVD 29 (??/??/??)  120.201  (m)          394.36   (f) ADJUSTED    2 0
 FE1346
 FE1346.Superseded values are not recommended for survey control.
 FE1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1346.See file dsdata.txt to determine how the superseded data were derived.
 FE1346
 FE1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE503279(NAD 83)
 FE1346_MARKER: DB = BENCH MARK DISK
 FE1346_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1346_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1346_STAMPING: T 93 1957
 FE1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1346
 FE1346  HISTORY     - Date     Condition        Report By
 FE1346  HISTORY     - 1957     MONUMENTED       CGS
 FE1346
 FE1346                          STATION DESCRIPTION
 FE1346
 FE1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1346'1.9 MI SW FROM BRIGHTON.
 FE1346'ABOUT 1.9 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1346'FROM THE STATION AT BRIGHTON, 47 3/4 FEET NORTHWEST OF THE
 FE1346'NORTHWEST RAIL, 51 FEET NORTH-NORTHWEST OF THE CENTER OF AN
 FE1346'ABANDONED ROAD CROSSING, 53 FEET NORTH OF THE 2ND TELEPHONE
 FE1346'POLE (POLE NO. 9840) SOUTHWEST OF MILEPOST NO. 362, 10 FEET
 FE1346'WEST OF THE CENTER LINE OF AN ABANDONED ROAD, 1 FOOT SOUTHEAST
 FE1346'OF A RIGHT-OF-WAY FENCE LINE AND AT THE SOUTHWEST END OF A CUT,
 FE1346'ABOUT LEVEL WITH THE TRACK, A DISK WELDED ON TOP OF A 2 1/2
 FE1346'INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 FE1346'NOTE-- ABOUT 2.1 MILES NORTHEAST OF THE ILLINOIS CENTRAL
 FE1346'RAILROAD STATION AT ATOKA, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1700 ***********************************************************************
 FE1700  DESIGNATION -  T 94
 FE1700  PID         -  FE1700
 FE1700  STATE/COUNTY-  TN/LAUDERDALE
 FE1700  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1700
 FE1700                         *CURRENT SURVEY CONTROL
 FE1700  ___________________________________________________________________
 FE1700* NAD 83(1986)-  35 43 46.     (N)    089 32 24.     (W)     SCALED    
 FE1700* NAVD 88     -       113.035  (meters)     370.85   (feet)  ADJUSTED  
 FE1700  ___________________________________________________________________
 FE1700  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1700  DYNAMIC HT  -         112.938 (meters)     370.53  (feet)  COMP
 FE1700  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 FE1700
 FE1700  VERT ORDER  -  SECOND    CLASS 0
 FE1700
 FE1700.The horizontal coordinates were scaled from a topographic map and have
 FE1700.an estimated accuracy of +/- 6 seconds.
 FE1700
 FE1700.The orthometric height was determined by differential leveling
 FE1700.and adjusted by the National Geodetic Survey in June 1991..
 FE1700
 FE1700.The geoid height was determined by GEOID03.
 FE1700
 FE1700.The dynamic height is computed by dividing the NAVD 88
 FE1700.geopotential number by the normal gravity value computed on the
 FE1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1700.degrees latitude (g = 980.6199 gals.).
 FE1700
 FE1700.The modeled gravity was interpolated from observed gravity values.
 FE1700
 FE1700;                    North         East    Units  Estimated Accuracy
 FE1700;SPC TN       -   160,690.      279,820.      MT  (+/- 180 meters Scaled)
 FE1700
 FE1700                          SUPERSEDED SURVEY CONTROL
 FE1700
 FE1700  NGVD 29 (??/??/??)  113.017  (m)          370.79   (f) ADJUSTED    2 0
 FE1700
 FE1700.Superseded values are not recommended for survey control.
 FE1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1700.See file dsdata.txt to determine how the superseded data were derived.
 FE1700
 FE1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE702569(NAD 83)
 FE1700_MARKER: DB = BENCH MARK DISK
 FE1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1700_STAMPING: T 94 1957
 FE1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1700+STABILITY: SURFACE MOTION
 FE1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1700+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1700
 FE1700  HISTORY     - Date     Condition        Report By
 FE1700  HISTORY     - 1957     MONUMENTED       CGS
 FE1700  HISTORY     - 20020808 GOOD             USACE
 FE1700
 FE1700                          STATION DESCRIPTION
 FE1700
 FE1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1700'1.6 MI S FROM RIPLEY.
 FE1700'1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1700'STATION AT RIPLEY, ON TOP OF THE EAST CORNER OF THE CONCRETE
 FE1700'FOUNDATION FOR THE SOUTHEAST STEEL LEG OF THE EAST ONE OF TWO
 FE1700'LARGE WATER TANK OF THE FEDERAL COMPRESS COMPANY, 57 1/2 FEET
 FE1700'WEST OF THE WEST RAIL, 34 FEET NORTH-NORTHEAST OF THE NORTHEAST
 FE1700'CORNER OF THE FEDERAL COMPRESS WAREHOUSE, 2 FEET ABOVE THE LEVEL
 FE1700'OF THE TRACK.
 FE1700
 FE1700                          STATION RECOVERY (2002)
 FE1700
 FE1700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1700'WATER TANKS HAVE BEEN REMOVED, BUT CONCRETE FOUNDATIONS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0729 ***********************************************************************
 GD0729  DESIGNATION -  T 95
 GD0729  PID         -  GD0729
 GD0729  STATE/COUNTY-  TN/LAKE
 GD0729  USGS QUAD   -  TIPTONVILLE (1981)
 GD0729
 GD0729                         *CURRENT SURVEY CONTROL
 GD0729  ___________________________________________________________________
 GD0729* NAD 83(1986)-  36 22 42.     (N)    089 29 01.     (W)     SCALED    
 GD0729* NAVD 88     -        90.593  (meters)     297.22   (feet)  ADJUSTED  
 GD0729  ___________________________________________________________________
 GD0729  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0729  DYNAMIC HT  -          90.520 (meters)     296.98  (feet)  COMP
 GD0729  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GD0729
 GD0729  VERT ORDER  -  FIRST     CLASS I
 GD0729
 GD0729.The horizontal coordinates were scaled from a topographic map and have
 GD0729.an estimated accuracy of +/- 6 seconds.
 GD0729
 GD0729.The orthometric height was determined by differential leveling
 GD0729.and adjusted by the National Geodetic Survey in June 1991..
 GD0729
 GD0729.The geoid height was determined by GEOID03.
 GD0729
 GD0729.The dynamic height is computed by dividing the NAVD 88
 GD0729.geopotential number by the normal gravity value computed on the
 GD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0729.degrees latitude (g = 980.6199 gals.).
 GD0729
 GD0729.The modeled gravity was interpolated from observed gravity values.
 GD0729
 GD0729;                    North         East    Units  Estimated Accuracy
 GD0729;SPC TN       -   232,460.      287,480.      MT  (+/- 180 meters Scaled)
 GD0729
 GD0729                          SUPERSEDED SURVEY CONTROL
 GD0729
 GD0729  NGVD 29 (??/??/??)   90.521  (m)          296.98   (f) ADJUSTED    1 1
 GD0729
 GD0729.Superseded values are not recommended for survey control.
 GD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0729.See file dsdata.txt to determine how the superseded data were derived.
 GD0729
 GD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF772287(NAD 83)
 GD0729_MARKER: DB = BENCH MARK DISK
 GD0729_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0729_SP_SET: 48 FEET
 GD0729_STAMPING: T 95 1957
 GD0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0729
 GD0729  HISTORY     - Date     Condition        Report By
 GD0729  HISTORY     - 1957     MONUMENTED       CGS
 GD0729  HISTORY     - 1974     GOOD             NGS
 GD0729  HISTORY     - 20020801 POOR             USACE
 GD0729
 GD0729                          STATION DESCRIPTION
 GD0729
 GD0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0729'IN TIPTONVILLE.
 GD0729'AT TIPTONVILLE, AT THE COURTHOUSE, SET 1 FOOT NORTHEAST OF THE
 GD0729'NORTHEAST EDGE OF THE BOTTOM STEP LEADING TO THE NORTH ENTRANCE OF THE
 GD0729'COURTHOUSE, (SIDEWALK HAS BEEN BUILT AROUND THE MARK), 59.9 FEET
 GD0729'SOUTHEAST OF A 13, 47.5 FEET SOUTH OF THE SOUTH CURB OF CHURCH STREET,
 GD0729'17.5 FEET NORTH OF THE NORTHEAST CORNER OF COURTHOUSE, 16.3 FEET EAST
 GD0729'OF THE EAST EDGE OF SIDEWALK OF THE NORTH (MAIN) ENTRANCE TO
 GD0729'COURTHOUSE, 11.9 FEET WEST OF THE WEST CURB OF COURT STREET, 1 FOOT
 GD0729'NORTHEAST OF THE NORTHEAST CORNER OF THE BOTTOM STEP OF COURTHOUSE
 GD0729'ENTRANCE AND ON TOP OF A COPPER COATED STEEL ROD, 0.3 FOOT BELOW
 GD0729'GROUND.  ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 GD0729
 GD0729                          STATION RECOVERY (2002)
 GD0729
 GD0729'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0729'MARK DESTROYED. COURTHOUSE STEPS HAVE BEEN REBUILT, HANDICAP RAMP
 GD0729'POURED IN SITE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0836 ***********************************************************************
 GA0836  DESIGNATION -  T 97
 GA0836  PID         -  GA0836
 GA0836  STATE/COUNTY-  TN/HAWKINS
 GA0836  USGS QUAD   -  STONY POINT (1971)
 GA0836
 GA0836                         *CURRENT SURVEY CONTROL
 GA0836  ___________________________________________________________________
 GA0836* NAD 83(1986)-  36 23 45.     (N)    082 49 33.     (W)     SCALED    
 GA0836* NAVD 88     -       362.176  (meters)    1188.24   (feet)  ADJUSTED  
 GA0836  ___________________________________________________________________
 GA0836  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0836  DYNAMIC HT  -         361.845 (meters)    1187.15  (feet)  COMP
 GA0836  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA0836
 GA0836  VERT ORDER  -  SECOND    CLASS 0
 GA0836
 GA0836.The horizontal coordinates were scaled from a topographic map and have
 GA0836.an estimated accuracy of +/- 6 seconds.
 GA0836
 GA0836.The orthometric height was determined by differential leveling
 GA0836.and adjusted by the National Geodetic Survey in June 1991..
 GA0836
 GA0836.The geoid height was determined by GEOID03.
 GA0836
 GA0836.The dynamic height is computed by dividing the NAVD 88
 GA0836.geopotential number by the normal gravity value computed on the
 GA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0836.degrees latitude (g = 980.6199 gals.).
 GA0836
 GA0836.The modeled gravity was interpolated from observed gravity values.
 GA0836
 GA0836;                    North         East    Units  Estimated Accuracy
 GA0836;SPC TN       -   233,450.      884,710.      MT  (+/- 180 meters Scaled)
 GA0836
 GA0836                          SUPERSEDED SURVEY CONTROL
 GA0836
 GA0836  NGVD 29 (??/??/92)  362.321  (m)         1188.71   (f) ADJ UNCH    2 0
 GA0836
 GA0836.Superseded values are not recommended for survey control.
 GA0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0836.See file dsdata.txt to determine how the superseded data were derived.
 GA0836
 GA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA362294(NAD 83)
 GA0836_MARKER: DB = BENCH MARK DISK
 GA0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0836_STAMPING: T 97 1935
 GA0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0836+STABILITY: SURFACE MOTION
 GA0836
 GA0836  HISTORY     - Date     Condition        Report By
 GA0836  HISTORY     - 1935     MONUMENTED       CGS
 GA0836  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0836
 GA0836                          STATION DESCRIPTION
 GA0836
 GA0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0836'1.3 MI NW FROM VAN HILL.
 GA0836'1.3 MILES NORTHWEST ALONG THE BEECH CREEK ROAD FROM THE POST
 GA0836'OFFICE AT VAN HILL, HAWKINS COUNTY, 70 YARDS WEST OF BEECH
 GA0836'CREEK, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET
 GA0836'NORTHEAST OF A FENCE CORNER, AND 4 FEET HIGHER THAN THE ROAD.
 GA0836'A STANDARD DISK, STAMPED T 97 1935 AND SET IN THE TOP OF A
 GA0836'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0871 ***********************************************************************
 GA0871  DESIGNATION -  T 99
 GA0871  PID         -  GA0871
 GA0871  STATE/COUNTY-  TN/GREENE
 GA0871  USGS QUAD   -  MOSHEIM (1971)
 GA0871
 GA0871                         *CURRENT SURVEY CONTROL
 GA0871  ___________________________________________________________________
 GA0871* NAD 83(1986)-  36 13 36.     (N)    082 57 26.     (W)     SCALED    
 GA0871* NAVD 88     -       344.303  (meters)    1129.60   (feet)  ADJUSTED  
 GA0871  ___________________________________________________________________
 GA0871  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0871  DYNAMIC HT  -         343.983 (meters)    1128.55  (feet)  COMP
 GA0871  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 GA0871
 GA0871  VERT ORDER  -  SECOND    CLASS 0
 GA0871
 GA0871.The horizontal coordinates were scaled from a topographic map and have
 GA0871.an estimated accuracy of +/- 6 seconds.
 GA0871
 GA0871.The orthometric height was determined by differential leveling
 GA0871.and adjusted by the National Geodetic Survey in June 1991..
 GA0871
 GA0871.The geoid height was determined by GEOID03.
 GA0871
 GA0871.The dynamic height is computed by dividing the NAVD 88
 GA0871.geopotential number by the normal gravity value computed on the
 GA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0871.degrees latitude (g = 980.6199 gals.).
 GA0871
 GA0871.The modeled gravity was interpolated from observed gravity values.
 GA0871
 GA0871;                    North         East    Units  Estimated Accuracy
 GA0871;SPC TN       -   214,320.      873,510.      MT  (+/- 180 meters Scaled)
 GA0871
 GA0871                          SUPERSEDED SURVEY CONTROL
 GA0871
 GA0871  NGVD 29 (??/??/92)  344.449  (m)         1130.08   (f) ADJ UNCH    2 0
 GA0871
 GA0871.Superseded values are not recommended for survey control.
 GA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0871.See file dsdata.txt to determine how the superseded data were derived.
 GA0871
 GA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA240108(NAD 83)
 GA0871_MARKER: DB = BENCH MARK DISK
 GA0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0871_STAMPING: T 99 1935
 GA0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0871+STABILITY: SURFACE MOTION
 GA0871
 GA0871  HISTORY     - Date     Condition        Report By
 GA0871  HISTORY     - 1935     MONUMENTED       CGS
 GA0871  HISTORY     - 1950     GOOD             TVA
 GA0871
 GA0871                          STATION DESCRIPTION
 GA0871
 GA0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0871'3.7 MI N FROM MOSHEIM.
 GA0871'3.7 MILES NORTH ALONG THE OLD MT. CARMEL ROAD FROM THE POST
 GA0871'OFFICE AT MOSHEIM, GREENE COUNTY, 35 YARDS NORTHWEST OF A ROAD
 GA0871'JUNCTION, 12 FEET WEST OF THE CENTERLINE OF THE MT. CARMEL ROAD,
 GA0871'35 YARDS SOUTH OF A 30-INCH SYCAMORE TREE, 1 FOOT NORTHWEST
 GA0871'OF STEEL WITNESS POST AND LEVEL WITH THE ROAD.  A STANDARD
 GA0871'DISK, STAMPED T 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0871
 GA0871                          STATION RECOVERY (1950)
 GA0871
 GA0871'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1855 ***********************************************************************
 GB1855  DESIGNATION -  T A
 GB1855  PID         -  GB1855
 GB1855  STATE/COUNTY-  TN/PUTNAM
 GB1855  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1855
 GB1855                         *CURRENT SURVEY CONTROL
 GB1855  ___________________________________________________________________
 GB1855* NAD 83(1986)-  36 10 30.     (N)    085 30 17.     (W)     SCALED    
 GB1855* NAVD 88     -       345.784  (meters)    1134.46   (feet)  ADJUSTED  
 GB1855  ___________________________________________________________________
 GB1855  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1855  DYNAMIC HT  -         345.476 (meters)    1133.45  (feet)  COMP
 GB1855  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1855
 GB1855  VERT ORDER  -  SECOND    CLASS 0
 GB1855
 GB1855.The horizontal coordinates were scaled from a topographic map and have
 GB1855.an estimated accuracy of +/- 6 seconds.
 GB1855
 GB1855.The orthometric height was determined by differential leveling
 GB1855.and adjusted by the National Geodetic Survey in June 1991..
 GB1855
 GB1855.The geoid height was determined by GEOID03.
 GB1855
 GB1855.The dynamic height is computed by dividing the NAVD 88
 GB1855.geopotential number by the normal gravity value computed on the
 GB1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1855.degrees latitude (g = 980.6199 gals.).
 GB1855
 GB1855.The modeled gravity was interpolated from observed gravity values.
 GB1855
 GB1855;                    North         East    Units  Estimated Accuracy
 GB1855;SPC TN       -   204,450.      644,560.      MT  (+/- 180 meters Scaled)
 GB1855
 GB1855                          SUPERSEDED SURVEY CONTROL
 GB1855
 GB1855  NGVD 29 (??/??/92)  345.865  (m)         1134.73   (f) ADJ UNCH    2 0
 GB1855
 GB1855.Superseded values are not recommended for survey control.
 GB1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1855.See file dsdata.txt to determine how the superseded data were derived.
 GB1855
 GB1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344043(NAD 83)
 GB1855_MARKER: DD = SURVEY DISK
 GB1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1855_SP_SET: SIDEWALK
 GB1855_STAMPING: T-A 1966
 GB1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1855
 GB1855  HISTORY     - Date     Condition        Report By
 GB1855  HISTORY     - 1966     MONUMENTED       TNHD
 GB1855
 GB1855                          STATION DESCRIPTION
 GB1855
 GB1855'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1855'AT COOKEVILLE.
 GB1855'ON THE TENNESSEE TECHNOLOGICAL UNIVERSITY CAMPUS, 50.5 FEET
 GB1855'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ENGINEERING BUILDING.
 GB1855'THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN THE WEST END OF A
 GB1855'SIDEWALK ON THE SOUTH SIDE OF THE BUILDING.  NOTE-- THIS U.S.G.S.
 GB1855'BENCH MARK DISK WAS SET BY THE ENGINEERING DEPARTMENT AT T.T.U.,
 GB1855'AFTER IT HAS BEEN FOUND TORN OUT AND THE STAMPING OBLITERATED.
 GB1855'THE DISK WAS RESTAMPED AND LEVELED THROUGH BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1856 ***********************************************************************
 GB1856  DESIGNATION -  T B
 GB1856  PID         -  GB1856
 GB1856  STATE/COUNTY-  TN/PUTNAM
 GB1856  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1856
 GB1856                         *CURRENT SURVEY CONTROL
 GB1856  ___________________________________________________________________
 GB1856* NAD 83(1986)-  36 10 30.     (N)    085 30 16.     (W)     SCALED    
 GB1856* NAVD 88     -       345.336  (meters)    1132.99   (feet)  ADJUSTED  
 GB1856  ___________________________________________________________________
 GB1856  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1856  DYNAMIC HT  -         345.028 (meters)    1131.98  (feet)  COMP
 GB1856  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1856
 GB1856  VERT ORDER  -  SECOND    CLASS 0
 GB1856
 GB1856.The horizontal coordinates were scaled from a topographic map and have
 GB1856.an estimated accuracy of +/- 6 seconds.
 GB1856
 GB1856.The orthometric height was determined by differential leveling
 GB1856.and adjusted by the National Geodetic Survey in June 1991..
 GB1856
 GB1856.The geoid height was determined by GEOID03.
 GB1856
 GB1856.The dynamic height is computed by dividing the NAVD 88
 GB1856.geopotential number by the normal gravity value computed on the
 GB1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1856.degrees latitude (g = 980.6199 gals.).
 GB1856
 GB1856.The modeled gravity was interpolated from observed gravity values.
 GB1856
 GB1856;                    North         East    Units  Estimated Accuracy
 GB1856;SPC TN       -   204,450.      644,580.      MT  (+/- 180 meters Scaled)
 GB1856
 GB1856                          SUPERSEDED SURVEY CONTROL
 GB1856
 GB1856  NGVD 29 (??/??/92)  345.417  (m)         1133.26   (f) ADJ UNCH    2 0
 GB1856
 GB1856.Superseded values are not recommended for survey control.
 GB1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1856.See file dsdata.txt to determine how the superseded data were derived.
 GB1856
 GB1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344043(NAD 83)
 GB1856_MARKER: DD = SURVEY DISK
 GB1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1856_SP_SET: SIDEWALK
 GB1856_STAMPING: T-B 1966
 GB1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1856
 GB1856  HISTORY     - Date     Condition        Report By
 GB1856  HISTORY     - 1966     MONUMENTED       TNHD
 GB1856
 GB1856                          STATION DESCRIPTION
 GB1856
 GB1856'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1856'AT COOKEVILLE.
 GB1856'ON THE TENNESSEE TECHNOLOGICAL UNIVERSITY CAMPUS, IN FRONT OF
 GB1856'THE SOUTH STEPS TO THE EAST ENTRANCE TO THE ENGINEERING
 GB1856'BUILDING.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN THE
 GB1856'SIDEWALK ON THE EAST SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1857 ***********************************************************************
 GB1857  DESIGNATION -  T C
 GB1857  PID         -  GB1857
 GB1857  STATE/COUNTY-  TN/PUTNAM
 GB1857  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1857
 GB1857                         *CURRENT SURVEY CONTROL
 GB1857  ___________________________________________________________________
 GB1857* NAD 83(1986)-  36 10 30.     (N)    085 30 12.     (W)     SCALED    
 GB1857* NAVD 88     -       347.481  (meters)    1140.03   (feet)  ADJUSTED  
 GB1857  ___________________________________________________________________
 GB1857  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1857  DYNAMIC HT  -         347.172 (meters)    1139.01  (feet)  COMP
 GB1857  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GB1857
 GB1857  VERT ORDER  -  SECOND    CLASS 0
 GB1857
 GB1857.The horizontal coordinates were scaled from a topographic map and have
 GB1857.an estimated accuracy of +/- 6 seconds.
 GB1857
 GB1857.The orthometric height was determined by differential leveling
 GB1857.and adjusted by the National Geodetic Survey in June 1991..
 GB1857
 GB1857.The geoid height was determined by GEOID03.
 GB1857
 GB1857.The dynamic height is computed by dividing the NAVD 88
 GB1857.geopotential number by the normal gravity value computed on the
 GB1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1857.degrees latitude (g = 980.6199 gals.).
 GB1857
 GB1857.The modeled gravity was interpolated from observed gravity values.
 GB1857
 GB1857;                    North         East    Units  Estimated Accuracy
 GB1857;SPC TN       -   204,450.      644,680.      MT  (+/- 180 meters Scaled)
 GB1857
 GB1857                          SUPERSEDED SURVEY CONTROL
 GB1857
 GB1857  NGVD 29 (??/??/92)  347.562  (m)         1140.29   (f) ADJ UNCH    2 0
 GB1857
 GB1857.Superseded values are not recommended for survey control.
 GB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1857.See file dsdata.txt to determine how the superseded data were derived.
 GB1857
 GB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF345043(NAD 83)
 GB1857_MARKER: DD = SURVEY DISK
 GB1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1857_SP_SET: SIDEWALK
 GB1857_STAMPING: T-C 1966
 GB1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1857
 GB1857  HISTORY     - Date     Condition        Report By
 GB1857  HISTORY     - 1966     MONUMENTED       TNHD
 GB1857
 GB1857                          STATION DESCRIPTION
 GB1857
 GB1857'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1857'AT COOKEVILLE.
 GB1857'ON THE TENNESSEE TECHNOLOGICAL UNIVERSITY CAMPUS, 80 FEET WEST
 GB1857'OF THE CENTER OF THE ENTRANCE GATE TO A COURTYARD BETWEEN UNIT
 GB1857'A AND UNIT B OF THE WOMENS DORMITORIES, 78 FEET NORTHWEST OF
 GB1857'THE NORTHWEST CORNER OF UNIT B AND 29 FEET EAST OF THE
 GB1857'APPROXIMATE CENTER OF DIXIE AVENUE.  THE DISK IS CEMENTED FLUSH
 GB1857'IN A DRILL HOLE IN A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1858 ***********************************************************************
 GB1858  DESIGNATION -  T D
 GB1858  PID         -  GB1858
 GB1858  STATE/COUNTY-  TN/PUTNAM
 GB1858  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1858
 GB1858                         *CURRENT SURVEY CONTROL
 GB1858  ___________________________________________________________________
 GB1858* NAD 83(1986)-  36 10 22.     (N)    085 30 10.     (W)     SCALED    
 GB1858* NAVD 88     -       345.585  (meters)    1133.81   (feet)  ADJUSTED  
 GB1858  ___________________________________________________________________
 GB1858  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1858  DYNAMIC HT  -         345.277 (meters)    1132.80  (feet)  COMP
 GB1858  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 GB1858
 GB1858  VERT ORDER  -  SECOND    CLASS 0
 GB1858
 GB1858.The horizontal coordinates were scaled from a topographic map and have
 GB1858.an estimated accuracy of +/- 6 seconds.
 GB1858
 GB1858.The orthometric height was determined by differential leveling
 GB1858.and adjusted by the National Geodetic Survey in June 1991..
 GB1858
 GB1858.The geoid height was determined by GEOID03.
 GB1858
 GB1858.The dynamic height is computed by dividing the NAVD 88
 GB1858.geopotential number by the normal gravity value computed on the
 GB1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1858.degrees latitude (g = 980.6199 gals.).
 GB1858
 GB1858.The modeled gravity was interpolated from observed gravity values.
 GB1858
 GB1858;                    North         East    Units  Estimated Accuracy
 GB1858;SPC TN       -   204,200.      644,730.      MT  (+/- 180 meters Scaled)
 GB1858
 GB1858                          SUPERSEDED SURVEY CONTROL
 GB1858
 GB1858  NGVD 29 (??/??/92)  345.666  (m)         1134.07   (f) ADJ UNCH    2 0
 GB1858
 GB1858.Superseded values are not recommended for survey control.
 GB1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1858.See file dsdata.txt to determine how the superseded data were derived.
 GB1858
 GB1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF346041(NAD 83)
 GB1858_MARKER: DD = SURVEY DISK
 GB1858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1858_SP_SET: SIDEWALK
 GB1858_STAMPING: T-D 1966
 GB1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1858
 GB1858  HISTORY     - Date     Condition        Report By
 GB1858  HISTORY     - 1966     MONUMENTED       TNHD
 GB1858
 GB1858                          STATION DESCRIPTION
 GB1858
 GB1858'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1858'AT COOKEVILLE.
 GB1858'AT THE EAST EDGE OF THE TENNESSEE TECHNOLOGICAL UNIVERSITY
 GB1858'CAMPUS BETWEEN THE LIBRARY BUILDING AND A RAILROAD CROSSING AT
 GB1858'DIXIE AVENUE, 68 FEET SOUTH OF A 40-INCH GUM TREE AND 29 FEET
 GB1858'WEST OF THE APPROXIMATE CENTER OF DIXIE AVENUE.  THE DISK IS
 GB1858'CEMENTED FLUSH IN A DRILL HOLE IN THE SIDEWALK ON THE EAST
 GB1858'SIDE OF A TRIANGLE AT THE JUNCTION OF DIXIE AVENUE AND A PAVED
 GB1858'STREET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1859 ***********************************************************************
 GB1859  DESIGNATION -  T E
 GB1859  PID         -  GB1859
 GB1859  STATE/COUNTY-  TN/PUTNAM
 GB1859  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1859
 GB1859                         *CURRENT SURVEY CONTROL
 GB1859  ___________________________________________________________________
 GB1859* NAD 83(1986)-  36 10 20.     (N)    085 30 17.     (W)     SCALED    
 GB1859* NAVD 88     -       349.751  (meters)    1147.47   (feet)  ADJUSTED  
 GB1859  ___________________________________________________________________
 GB1859  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1859  DYNAMIC HT  -         349.439 (meters)    1146.45  (feet)  COMP
 GB1859  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1859
 GB1859  VERT ORDER  -  SECOND    CLASS 0
 GB1859
 GB1859.The horizontal coordinates were scaled from a topographic map and have
 GB1859.an estimated accuracy of +/- 6 seconds.
 GB1859
 GB1859.The orthometric height was determined by differential leveling
 GB1859.and adjusted by the National Geodetic Survey in June 1991..
 GB1859
 GB1859.The geoid height was determined by GEOID03.
 GB1859
 GB1859.The dynamic height is computed by dividing the NAVD 88
 GB1859.geopotential number by the normal gravity value computed on the
 GB1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1859.degrees latitude (g = 980.6199 gals.).
 GB1859
 GB1859.The modeled gravity was interpolated from observed gravity values.
 GB1859
 GB1859;                    North         East    Units  Estimated Accuracy
 GB1859;SPC TN       -   204,140.      644,560.      MT  (+/- 180 meters Scaled)
 GB1859
 GB1859                          SUPERSEDED SURVEY CONTROL
 GB1859
 GB1859  NGVD 29 (??/??/92)  349.832  (m)         1147.74   (f) ADJ UNCH    2 0
 GB1859
 GB1859.Superseded values are not recommended for survey control.
 GB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1859.See file dsdata.txt to determine how the superseded data were derived.
 GB1859
 GB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344040(NAD 83)
 GB1859_MARKER: DD = SURVEY DISK
 GB1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1859_SP_SET: COPING STONE
 GB1859_STAMPING: T-E 1966
 GB1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1859
 GB1859  HISTORY     - Date     Condition        Report By
 GB1859  HISTORY     - 1966     MONUMENTED       TNHD
 GB1859
 GB1859                          STATION DESCRIPTION
 GB1859
 GB1859'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1859'AT COOKEVILLE.
 GB1859'ON THE TENNESSEE TECHNOLOGICAL UNIVERSITY CAMPUS.  THE DISK IS
 GB1859'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 GB1859'COPING STONE OF THE EAST COURT ON THE NORTH SIDE OF THE
 GB1859'QUADRANGLE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1863 ***********************************************************************
 GB1863  DESIGNATION -  T F
 GB1863  PID         -  GB1863
 GB1863  STATE/COUNTY-  TN/PUTNAM
 GB1863  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1863
 GB1863                         *CURRENT SURVEY CONTROL
 GB1863  ___________________________________________________________________
 GB1863* NAD 83(1986)-  36 10 19.     (N)    085 30 30.     (W)     SCALED    
 GB1863* NAVD 88     -       343.248  (meters)    1126.14   (feet)  ADJUSTED  
 GB1863  ___________________________________________________________________
 GB1863  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1863  DYNAMIC HT  -         342.941 (meters)    1125.13  (feet)  COMP
 GB1863  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1863
 GB1863  VERT ORDER  -  SECOND    CLASS 0
 GB1863
 GB1863.The horizontal coordinates were scaled from a topographic map and have
 GB1863.an estimated accuracy of +/- 6 seconds.
 GB1863
 GB1863.The orthometric height was determined by differential leveling
 GB1863.and adjusted by the National Geodetic Survey in June 1991..
 GB1863
 GB1863.The geoid height was determined by GEOID03.
 GB1863
 GB1863.The dynamic height is computed by dividing the NAVD 88
 GB1863.geopotential number by the normal gravity value computed on the
 GB1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1863.degrees latitude (g = 980.6199 gals.).
 GB1863
 GB1863.The modeled gravity was interpolated from observed gravity values.
 GB1863
 GB1863;                    North         East    Units  Estimated Accuracy
 GB1863;SPC TN       -   204,110.      644,230.      MT  (+/- 180 meters Scaled)
 GB1863
 GB1863                          SUPERSEDED SURVEY CONTROL
 GB1863
 GB1863  NGVD 29 (??/??/92)  343.328  (m)         1126.40   (f) ADJ UNCH    2 0
 GB1863
 GB1863.Superseded values are not recommended for survey control.
 GB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1863.See file dsdata.txt to determine how the superseded data were derived.
 GB1863
 GB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF341040(NAD 83)
 GB1863_MARKER: Q = CHISELED SQUARE
 GB1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1863_SP_SET: MANHOLE COLLAR
 GB1863_STAMPING: T-F 1966
 GB1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1863
 GB1863  HISTORY     - Date     Condition        Report By
 GB1863  HISTORY     - 1966     MONUMENTED       TNHD
 GB1863
 GB1863                          STATION DESCRIPTION
 GB1863
 GB1863'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1863'AT COOKEVILLE.
 GB1863'AT THE SOUTH EDGE OF THE TENNESSEE TECHNOLOGICAL UNIVERSITY
 GB1863'CAMPUS, IN THE APPROXIMATE CENTER OF WEST 7TH STREET, IN FRONT
 GB1863'OF THE RESIDENCE AT 140 WEST 7TH STREET, 109 FEET SOUTHWEST OF
 GB1863'THE SOUTHWEST CORNER OF A BRICK DORMITORY, 44 FEET WEST-NORTHWEST
 GB1863'OF A TELEPHONE POLE AND 34 FEET SOUTHEAST OF UTILITY POLE NO
 GB1863'674.  THE MARK IS A CHISELED SQUARE ON THE TOP OF THE WEST
 GB1863'EDGE OF A METAL SEWER MANHOLE COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1864 ***********************************************************************
 GB1864  DESIGNATION -  T G
 GB1864  PID         -  GB1864
 GB1864  STATE/COUNTY-  TN/PUTNAM
 GB1864  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1864
 GB1864                         *CURRENT SURVEY CONTROL
 GB1864  ___________________________________________________________________
 GB1864* NAD 83(1986)-  36 10 20.     (N)    085 30 42.     (W)     SCALED    
 GB1864* NAVD 88     -       342.845  (meters)    1124.82   (feet)  ADJUSTED  
 GB1864  ___________________________________________________________________
 GB1864  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1864  DYNAMIC HT  -         342.539 (meters)    1123.81  (feet)  COMP
 GB1864  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1864
 GB1864  VERT ORDER  -  SECOND    CLASS 0
 GB1864
 GB1864.The horizontal coordinates were scaled from a topographic map and have
 GB1864.an estimated accuracy of +/- 6 seconds.
 GB1864
 GB1864.The orthometric height was determined by differential leveling
 GB1864.and adjusted by the National Geodetic Survey in June 1991..
 GB1864
 GB1864.The geoid height was determined by GEOID03.
 GB1864
 GB1864.The dynamic height is computed by dividing the NAVD 88
 GB1864.geopotential number by the normal gravity value computed on the
 GB1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1864.degrees latitude (g = 980.6199 gals.).
 GB1864
 GB1864.The modeled gravity was interpolated from observed gravity values.
 GB1864
 GB1864;                    North         East    Units  Estimated Accuracy
 GB1864;SPC TN       -   204,130.      643,930.      MT  (+/- 180 meters Scaled)
 GB1864
 GB1864                          SUPERSEDED SURVEY CONTROL
 GB1864
 GB1864  NGVD 29 (??/??/92)  342.926  (m)         1125.08   (f) ADJ UNCH    2 0
 GB1864
 GB1864.Superseded values are not recommended for survey control.
 GB1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1864.See file dsdata.txt to determine how the superseded data were derived.
 GB1864
 GB1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338040(NAD 83)
 GB1864_MARKER: Q = CHISELED SQUARE
 GB1864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1864_SP_SET: MANHOLE COLLAR
 GB1864_STAMPING: T-G 1966
 GB1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1864
 GB1864  HISTORY     - Date     Condition        Report By
 GB1864  HISTORY     - 1966     MONUMENTED       TNHD
 GB1864
 GB1864                          STATION DESCRIPTION
 GB1864
 GB1864'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1864'AT COOKEVILLE.
 GB1864'NEAR THE SOUTH EDGE OF THE TENNESSEE TECHNOLOGICAL UNIVERSITY
 GB1864'CAMPUS, IN THE APPROXIMATE CENTER OF THE INTERSECTION OF EAST
 GB1864'7TH STREET AND NORTH WILLOW AVENUE, 48 FEET SOUTHWEST OF THE
 GB1864'RESIDENCE AT 267 NORTH WILLOW AVENUE, 36 FEET NORTHEAST OF AN
 GB1864'18-INCH MAPLE TREE, 23 FEET NORTHWEST OF A FIRE HYDRANT AND 21
 GB1864'FEET NORTHWEST OF UTILITY POLE NO. 4570.  THE MARK IS A CHISELED
 GB1864'SQUARE ON THE TOP OF THE WEST EDGE OF A METAL, SEWER MANHOLE
 GB1864'COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1865 ***********************************************************************
 GB1865  DESIGNATION -  T H
 GB1865  PID         -  GB1865
 GB1865  STATE/COUNTY-  TN/PUTNAM
 GB1865  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1865
 GB1865                         *CURRENT SURVEY CONTROL
 GB1865  ___________________________________________________________________
 GB1865* NAD 83(1986)-  36 10 46.     (N)    085 30 39.     (W)     SCALED    
 GB1865* NAVD 88     -       341.783  (meters)    1121.33   (feet)  ADJUSTED  
 GB1865  ___________________________________________________________________
 GB1865  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB1865  DYNAMIC HT  -         341.478 (meters)    1120.33  (feet)  COMP
 GB1865  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GB1865
 GB1865  VERT ORDER  -  SECOND    CLASS 0
 GB1865
 GB1865.The horizontal coordinates were scaled from a topographic map and have
 GB1865.an estimated accuracy of +/- 6 seconds.
 GB1865
 GB1865.The orthometric height was determined by differential leveling
 GB1865.and adjusted by the National Geodetic Survey in June 1991..
 GB1865
 GB1865.The geoid height was determined by GEOID03.
 GB1865
 GB1865.The dynamic height is computed by dividing the NAVD 88
 GB1865.geopotential number by the normal gravity value computed on the
 GB1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1865.degrees latitude (g = 980.6199 gals.).
 GB1865
 GB1865.The modeled gravity was interpolated from observed gravity values.
 GB1865
 GB1865;                    North         East    Units  Estimated Accuracy
 GB1865;SPC TN       -   204,940.      644,000.      MT  (+/- 180 meters Scaled)
 GB1865
 GB1865                          SUPERSEDED SURVEY CONTROL
 GB1865
 GB1865  NGVD 29 (??/??/92)  341.864  (m)         1121.60   (f) ADJ UNCH    2 0
 GB1865
 GB1865.Superseded values are not recommended for survey control.
 GB1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1865.See file dsdata.txt to determine how the superseded data were derived.
 GB1865
 GB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF339048(NAD 83)
 GB1865_MARKER: Z = SEE DESCRIPTION
 GB1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1865_SP_SET: MANHOLE COLLAR
 GB1865_STAMPING: T-H 1966
 GB1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1865
 GB1865  HISTORY     - Date     Condition        Report By
 GB1865  HISTORY     - 1966     MONUMENTED       TNHD
 GB1865
 GB1865                          STATION DESCRIPTION
 GB1865
 GB1865'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1865'AT COOKEVILLE.
 GB1865'AT THE NORTH EDGE OF THE TENNESSEE TECHNOLOGICAL UNIVERSITY
 GB1865'CAMPUS, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF WEST 12TH
 GB1865'STREET AND NORTH WILLOW AVENUE, 55 FEET WEST OF UTILITY POLE
 GB1865'NO. 4702, 51 FEET SOUTH OF THE APPROXIMATE CENTER OF WEST 12TH
 GB1865'STREET AND 24 FEET WEST OF THE APPROXIMATE CENTER OF NORTH
 GB1865'WILLOW AVENUE.  THE MARK IS A PUNCH MARK ON THE TOP OF THE
 GB1865'EAST EDGE OF A METAL SEWER MANHOLE COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1866 ***********************************************************************
 GB1866  DESIGNATION -  T J
 GB1866  PID         -  GB1866
 GB1866  STATE/COUNTY-  TN/PUTNAM
 GB1866  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1866
 GB1866                         *CURRENT SURVEY CONTROL
 GB1866  ___________________________________________________________________
 GB1866* NAD 83(1986)-  36 10 43.     (N)    085 30 17.     (W)     SCALED    
 GB1866* NAVD 88     -       345.637  (meters)    1133.98   (feet)  ADJUSTED  
 GB1866  ___________________________________________________________________
 GB1866  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1866  DYNAMIC HT  -         345.329 (meters)    1132.97  (feet)  COMP
 GB1866  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GB1866
 GB1866  VERT ORDER  -  SECOND    CLASS 0
 GB1866
 GB1866.The horizontal coordinates were scaled from a topographic map and have
 GB1866.an estimated accuracy of +/- 6 seconds.
 GB1866
 GB1866.The orthometric height was determined by differential leveling
 GB1866.and adjusted by the National Geodetic Survey in June 1991..
 GB1866
 GB1866.The geoid height was determined by GEOID03.
 GB1866
 GB1866.The dynamic height is computed by dividing the NAVD 88
 GB1866.geopotential number by the normal gravity value computed on the
 GB1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1866.degrees latitude (g = 980.6199 gals.).
 GB1866
 GB1866.The modeled gravity was interpolated from observed gravity values.
 GB1866
 GB1866;                    North         East    Units  Estimated Accuracy
 GB1866;SPC TN       -   204,850.      644,550.      MT  (+/- 180 meters Scaled)
 GB1866
 GB1866                          SUPERSEDED SURVEY CONTROL
 GB1866
 GB1866  NGVD 29 (??/??/92)  345.718  (m)         1134.24   (f) ADJ UNCH    2 0
 GB1866
 GB1866.Superseded values are not recommended for survey control.
 GB1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1866.See file dsdata.txt to determine how the superseded data were derived.
 GB1866
 GB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344047(NAD 83)
 GB1866_MARKER: DD = SURVEY DISK
 GB1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1866_SP_SET: CONCRETE ISLAND
 GB1866_STAMPING: T-J 1966
 GB1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1866
 GB1866  HISTORY     - Date     Condition        Report By
 GB1866  HISTORY     - 1966     MONUMENTED       TNHD
 GB1866
 GB1866                          STATION DESCRIPTION
 GB1866
 GB1866'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1866'AT COOKEVILLE.
 GB1866'AT THE NORTH EDGE OF THE TENNESSEE TECHNOLOGICAL UNIVERSITY
 GB1866'CAMPUS, IN THE FIRST TRAFFIC ISLAND SOUTH OF THE INTERSECTION
 GB1866'OF 12TH STREET AND DIXIE AVENUE.  THE DISK IS CEMENTED FLUSH
 GB1866'IN A DRILL HOLE IN THE CONCRETE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1854 ***********************************************************************
 GB1854  DESIGNATION -  T K
 GB1854  PID         -  GB1854
 GB1854  STATE/COUNTY-  TN/PUTNAM
 GB1854  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1854
 GB1854                         *CURRENT SURVEY CONTROL
 GB1854  ___________________________________________________________________
 GB1854* NAD 83(1986)-  36 10 31.     (N)    085 30 12.     (W)     SCALED    
 GB1854* NAVD 88     -       349.113  (meters)    1145.38   (feet)  ADJUSTED  
 GB1854  ___________________________________________________________________
 GB1854  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1854  DYNAMIC HT  -         348.802 (meters)    1144.36  (feet)  COMP
 GB1854  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GB1854
 GB1854  VERT ORDER  -  SECOND    CLASS 0
 GB1854
 GB1854.The horizontal coordinates were scaled from a topographic map and have
 GB1854.an estimated accuracy of +/- 6 seconds.
 GB1854
 GB1854.The orthometric height was determined by differential leveling
 GB1854.and adjusted by the National Geodetic Survey in June 1991..
 GB1854
 GB1854.The geoid height was determined by GEOID03.
 GB1854
 GB1854.The dynamic height is computed by dividing the NAVD 88
 GB1854.geopotential number by the normal gravity value computed on the
 GB1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1854.degrees latitude (g = 980.6199 gals.).
 GB1854
 GB1854.The modeled gravity was interpolated from observed gravity values.
 GB1854
 GB1854;                    North         East    Units  Estimated Accuracy
 GB1854;SPC TN       -   204,480.      644,680.      MT  (+/- 180 meters Scaled)
 GB1854
 GB1854                          SUPERSEDED SURVEY CONTROL
 GB1854
 GB1854  NGVD 29 (??/??/92)  349.194  (m)         1145.65   (f) ADJ UNCH    2 0
 GB1854
 GB1854.Superseded values are not recommended for survey control.
 GB1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1854.See file dsdata.txt to determine how the superseded data were derived.
 GB1854
 GB1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF345044(NAD 83)
 GB1854_MARKER: DB = BENCH MARK DISK
 GB1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1854_SP_SET: SIDEWALK
 GB1854_STAMPING: T-K 1966
 GB1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1854
 GB1854  HISTORY     - Date     Condition        Report By
 GB1854  HISTORY     - 1966     MONUMENTED       TNHD
 GB1854
 GB1854                          STATION DESCRIPTION
 GB1854
 GB1854'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1854'AT COOKEVILLE.
 GB1854'ON THE TENNESSEE TECHNOLOGICAL UNIVERSITY CAMPUS, 19 FEET
 GB1854'SOUTHEAST OF THE SOUTHEAST CORNER OF THE EDUCATION BUILDING.
 GB1854'THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN A SIDEWALK.
 GB1854'NOTE-- THIS U.S.C. AND G.S. BENCH MARK DISK WAS SET BY THE
 GB1854'ENGINEERING DEPARTMENT AT T.T.U., AFTER IT HAD BEEN FOUND TORN
 GB1854'OUT AND THE STAMPING OBLITERATED.  THE DISK WAS RESTAMPED AND
 GB1854'LEVELED THROUGH BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4560 ***********************************************************************
 AJ4560  DESIGNATION -  T P I RESET
 AJ4560  PID         -  AJ4560
 AJ4560  STATE/COUNTY-  TN/PUTNAM
 AJ4560  USGS QUAD   -  COOKEVILLE WEST (1981)
 AJ4560
 AJ4560                         *CURRENT SURVEY CONTROL
 AJ4560  ___________________________________________________________________
 AJ4560* NAD 83(1995)-  36 10 19.97250(N)    085 30 20.95413(W)     ADJUSTED  
 AJ4560* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 AJ4560  ___________________________________________________________________
 AJ4560  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AJ4560  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AJ4560
 AJ4560  HORZ ORDER  -  SECOND
 AJ4560
 AJ4560.The horizontal coordinates were established by classical geodetic methods
 AJ4560.and adjusted by the National Geodetic Survey in April 1999..
 AJ4560
 AJ4560.The orthometric height was scaled from a topographic map.
 AJ4560
 AJ4560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4560
 AJ4560.The geoid height was determined by GEOID03.
 AJ4560
 AJ4560;                    North         East     Units Scale Factor Converg.
 AJ4560;SPC TN       -   204,135.927   644,458.250   MT  0.99996577   +0 17 21.5
 AJ4560;SPC TN       -   669,735.95  2,114,360.11   sFT  0.99996577   +0 17 21.5
 AJ4560;UTM  16      - 4,004,084.140   634,378.099   MT  0.99982249   +0 52 55.3
 AJ4560
 AJ4560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4560!SPC TN       -   0.99994955  x   0.99996577  =   0.99991532
 AJ4560!UTM  16      -   0.99994955  x   0.99982249  =   0.99977205
 AJ4560
 AJ4560|---------------------------------------------------------------------|
 AJ4560| PID    Reference Object                     Distance      Geod. Az  |
 AJ4560|                                                           dddmmss.s |
 AJ4560| CG7621 T P I RM 4                           24.619 METERS 00930     |
 AJ4560| CG7617 T P I AZ MK                                        0923011.2 |
 AJ4560| GB1861 T P I RM 5                           45.751 METERS 13913     |
 AJ4560| GB1860 T P I RM 6                           31.641 METERS 19027     |
 AJ4560| CG7620 T P I RM 3                           23.670 METERS 23337     |
 AJ4560| CG7618 T P I RM 1                           22.302 METERS 23444     |
 AJ4560| GB2424 T P I ECC                             0.479 METERS 26334     |
 AJ4560| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 0.9 KM 2645504.2 |
 AJ4560| CG7619 T P I RM 2                           30.062 METERS 33204     |
 AJ4560|---------------------------------------------------------------------|
 AJ4560
 AJ4560                          SUPERSEDED SURVEY CONTROL
 AJ4560
 AJ4560  NAD 83(1995)-  36 10 19.97493(N)    085 30 20.95618(W) AD(       ) 2
 AJ4560  NAD 83(1995)-  36 10 19.97793(N)    085 30 20.95670(W) AD(       ) 2
 AJ4560  NAD 83(1986)-  36 10 19.98509(N)    085 30 20.95630(W) AD(       ) 2
 AJ4560
 AJ4560.Superseded values are not recommended for survey control.
 AJ4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4560.See file dsdata.txt to determine how the superseded data were derived.
 AJ4560
 AJ4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3437804084(NAD 83)
 AJ4560_MARKER: DS = TRIANGULATION STATION DISK
 AJ4560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4560_STAMPING: T P I 1935 1984
 AJ4560_MARK LOGO: NGS   
 AJ4560_PROJECTION: FLUSH
 AJ4560_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4560+STABILITY: SURFACE MOTION
 AJ4560
 AJ4560  HISTORY     - Date     Condition        Report By
 AJ4560  HISTORY     - 1984     MONUMENTED       NGS
 AJ4560
 AJ4560                          STATION DESCRIPTION
 AJ4560
 AJ4560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AJ4560'THE STATION MARK, REFERENCE MARK 6 AND REFERENCE MARK 7 WERE RECOVERED
 AJ4560'IN GOOD CONDITION EXCEPT THAT THE STATION MARK WAS COVERED BY 10 CM (4
 AJ4560'INCHES) OF NEW ASPHALT.  ALL DISTANCES AND DIRECTIONS CHECKED PREVIOUS
 AJ4560'DATA WITH THE EXCEPTION OF THE DISTANCE TO RM 6 WHICH WAS LONGER BY
 AJ4560'0.13 FT.  (3.96 CM) A NEW SURFACE STATION MARK AND AZ MK 2 WERE
 AJ4560'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 AJ4560' 
 AJ4560'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE TENNESSEE
 AJ4560'TECHNOLOGICAL UNIVERSITY CAMPUS IN COOKEVILLE AT THE WEST EDGE OF THE
 AJ4560'PARKING LOT IN THE NORTHEAST ANGLE OF THE INTERSECTION OF WEST SEVENTH
 AJ4560'STREET AND PEACHTREE STREET.  THE STATION IS A STANDARD NGS DISK
 AJ4560'STAMPED---T P I 1935 1984---, SET INTO A ROUND CONCRETE MONUMENT,
 AJ4560'8 INCHES (20 CM) IN DIAMETER, FLUSH WITH GROUND.  THE MARK IS ABOUT
 AJ4560'2.7 METERS (8.9 FT) ABOVE THE LEVEL OF PEACHTREE STREET.  THE STATION
 AJ4560'IS LOCATED 12.0 METERS (39.4 FT) EAST FOM THE CENTERLINE OF PEACHTREE
 AJ4560'STREET, 41.5 METERS (136.2 FT) NORTH FROM THE CENTERLINE OF WEST
 AJ4560'SEVENTH STREET.
 AJ4560' 
 AJ4560'REFERENCE MARK NO 6 IS A STANDARD CGS DISK STAMPED--T P I 1935 NO 6
 AJ4560'1961--, SET FLUSH IN A DRILL HOLE ON TOP OF A MASONARY RETAINING WALL
 AJ4560'ALONG THE NORTH SIDE OF WEST SEVENTH STREET.  THE STATION IS LOCATED
 AJ4560'1.35 METERS (4.43 FT) EAST FROM THE WEST END OF THE RETAINING WALL
 AJ4560'9.45 METERS (31.00 FT) NORTH FROM THE CENTERLINE OF WEST SEVENTH
 AJ4560'STREET 9.60 METERS (31.50 FT) EAST FROM THE CENTERLINE OF PEACH TREE
 AJ4560'STREET, 13.7 METERS (44.9 FT) NORTHEAST FROM THE CENTER OF THE STREET
 AJ4560'INTERSECTION, AND 0.1 METERS (0.3 FT) LOWER THAN THE STATION.
 AJ4560' 
 AJ4560'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED---T P I NO 7
 AJ4560'1982---, SET FLUSH IN A DRILL HOLE ON TOP OF A MASONARY RETAINING
 AJ4560'WALL ALONG THE EAST SIDE OF PEACHTREE STREET.  THE STATION IS LOCATED
 AJ4560'8.38 METERS (27.49 FT) EAST FROM THE CENTERLINE OF PEACHTREE STREET,
 AJ4560'41.5 METERS (136.2 FT) NORTH FROM THE CENTERLINE OF WEST SEVENTH
 AJ4560'STREET, AND 0.1 METERS (0.3 FT) HIGHER THAN THE STATION.
 AJ4560' 
 AJ4560'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---T P I 1935 NO 2
 AJ4560'1984---, SET FLUSH IN A DRILL HOLE IN THE CONCRETE WALKWAY ON TOP OF
 AJ4560'THE STANDS ABOUT 13.7 METERS (44.9 FT) ABOVE THE LEVEL OF PEACHTREE
 AJ4560'STREET.  THE STATION IS LOCATED 1.00 METERS (3.28 FT) WEST FROM THE
 AJ4560'EAST EDGE OF THE STANDS, 3.35 METERS (10.99 FT) NORTH FROM THE SOUTH
 AJ4560'EDGE OF THE STANDS.  THE STATION IS LOCATED ON THE NORTH EDGE OF THE
 AJ4560'TENNESSEE TECHNOLOGICAL UNIVERSITY CAMPUS IN COOKEVILLE ON TOP OF THE
 AJ4560'SOUTHEAST CORNER OF THE EAST STANDS OF TUCKER STADIUM.
 AJ4560'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1861 ***********************************************************************
 GB1861  DESIGNATION -  T P I RM 5
 GB1861  PID         -  GB1861
 GB1861  STATE/COUNTY-  TN/PUTNAM
 GB1861  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1861
 GB1861                         *CURRENT SURVEY CONTROL
 GB1861  ___________________________________________________________________
 GB1861* NAD 83(1986)-  36 10 18.     (N)    085 30 19.     (W)     SCALED    
 GB1861* NAVD 88     -       351.013  (meters)    1151.62   (feet)  ADJUSTED  
 GB1861  ___________________________________________________________________
 GB1861  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1861  DYNAMIC HT  -         350.700 (meters)    1150.59  (feet)  COMP
 GB1861  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1861
 GB1861  VERT ORDER  -  SECOND    CLASS 0
 GB1861
 GB1861.The horizontal coordinates were scaled from a topographic map and have
 GB1861.an estimated accuracy of +/- 6 seconds.
 GB1861
 GB1861.The orthometric height was determined by differential leveling
 GB1861.and adjusted by the National Geodetic Survey in June 1991..
 GB1861
 GB1861.The geoid height was determined by GEOID03.
 GB1861
 GB1861.The dynamic height is computed by dividing the NAVD 88
 GB1861.geopotential number by the normal gravity value computed on the
 GB1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1861.degrees latitude (g = 980.6199 gals.).
 GB1861
 GB1861.The modeled gravity was interpolated from observed gravity values.
 GB1861
 GB1861;                    North         East    Units  Estimated Accuracy
 GB1861;SPC TN       -   204,080.      644,510.      MT  (+/- 180 meters Scaled)
 GB1861
 GB1861                          SUPERSEDED SURVEY CONTROL
 GB1861
 GB1861  NGVD 29 (??/??/92)  351.093  (m)         1151.88   (f) ADJ UNCH    2 0
 GB1861
 GB1861.Superseded values are not recommended for survey control.
 GB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1861.See file dsdata.txt to determine how the superseded data were derived.
 GB1861
 GB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344040(NAD 83)
 GB1861_MARKER: DR = REFERENCE MARK DISK
 GB1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1861_SP_SET: RETAINING WALL
 GB1861_STAMPING: TPI NO 5 1935 1961
 GB1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1861
 GB1861  HISTORY     - Date     Condition        Report By
 GB1861  HISTORY     - 1961     MONUMENTED       CGS
 GB1861  HISTORY     - 1966     GOOD             TNHD
 GB1861
 GB1861                          STATION DESCRIPTION
 GB1861
 GB1861'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1861'AT COOKEVILLE.
 GB1861'AT THE TPI 1935 1961 STATION SITE, 150.13 FEET SOUTHEAST OF THE
 GB1861'STATION MARK AND 2.0 FEET SOUTH OF THE SOUTH FENCE AROUND THE
 GB1861'TENNIS COURTS.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN
 GB1861'THE TOP OF THE SOUTH CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1860 ***********************************************************************
 GB1860  DESIGNATION -  T P I RM 6
 GB1860  PID         -  GB1860
 GB1860  STATE/COUNTY-  TN/PUTNAM
 GB1860  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1860
 GB1860                         *CURRENT SURVEY CONTROL
 GB1860  ___________________________________________________________________
 GB1860* NAD 83(1986)-  36 10 18.     (N)    085 30 19.     (W)     SCALED    
 GB1860* NAVD 88     -       350.956  (meters)    1151.43   (feet)  ADJUSTED  
 GB1860  ___________________________________________________________________
 GB1860  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1860  DYNAMIC HT  -         350.643 (meters)    1150.40  (feet)  COMP
 GB1860  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1860
 GB1860  VERT ORDER  -  SECOND    CLASS 0
 GB1860
 GB1860.The horizontal coordinates were scaled from a topographic map and have
 GB1860.an estimated accuracy of +/- 6 seconds.
 GB1860
 GB1860.The orthometric height was determined by differential leveling
 GB1860.and adjusted by the National Geodetic Survey in June 1991..
 GB1860
 GB1860.The geoid height was determined by GEOID03.
 GB1860
 GB1860.The dynamic height is computed by dividing the NAVD 88
 GB1860.geopotential number by the normal gravity value computed on the
 GB1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1860.degrees latitude (g = 980.6199 gals.).
 GB1860
 GB1860.The modeled gravity was interpolated from observed gravity values.
 GB1860
 GB1860;                    North         East    Units  Estimated Accuracy
 GB1860;SPC TN       -   204,080.      644,510.      MT  (+/- 180 meters Scaled)
 GB1860
 GB1860                          SUPERSEDED SURVEY CONTROL
 GB1860
 GB1860  NGVD 29 (??/??/92)  351.037  (m)         1151.69   (f) ADJ UNCH    2 0
 GB1860
 GB1860.Superseded values are not recommended for survey control.
 GB1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1860.See file dsdata.txt to determine how the superseded data were derived.
 GB1860
 GB1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344040(NAD 83)
 GB1860_MARKER: DR = REFERENCE MARK DISK
 GB1860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1860_SP_SET: RETAINING WALL
 GB1860_STAMPING: TPI NO 6 1935 1961
 GB1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1860
 GB1860  HISTORY     - Date     Condition        Report By
 GB1860  HISTORY     - 1961     MONUMENTED       CGS
 GB1860  HISTORY     - 1966     GOOD             TNHD
 GB1860  HISTORY     - 1984     GOOD             NGS
 GB1860
 GB1860                          STATION DESCRIPTION
 GB1860
 GB1860'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1860'AT COOKEVILLE.
 GB1860'AT THE TPI 1935 1961 STATION SITE, 103.83 FEET SOUTH OF THE
 GB1860'STATION MARK AND 4.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GB1860'THE FENCE AROUND THE TENNIS COURTS.  THE DISK IS CEMENTED FLUSH
 GB1860'IN A DRILL HOLE IN THE SOUTH RETAINING WALL, 4.4 FEET EAST OF THE
 GB1860'WEST END OF THE WALL.
 GB1860
 GB1860                          STATION RECOVERY (1984)
 GB1860
 GB1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GB1860'NEW DESC: ON THE CAMPUS OF THE TENNESSEE TECHNOLOGICAL UNIVERSITY IN
 GB1860'THE NORTHEAST ANGLE THE INTERSECTION OF WEST SEVENTH AND PEACHTREE
 GB1860'STREETS SET IN TOP OF THE RETAINING WALL AT THE SOUTHWEST CORNER OF
 GB1860'THE PARKING LOT, 1.35 METERS (4.43 FT) EAST FROM THE WEST END OF THE
 GB1860'RETAINING WALL, 9.45 METERS (31.0 FT) NORTH FROM THE CENTERLINE OF
 GB1860'WEST SEVENTH STREET AND 9.60 METERS (31.5 FT) EAST FROM THE
 GB1860'CENTERLINE OF PEACHTREE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2637 ***********************************************************************
 FE2637  DESIGNATION -  TABERNACLE LOT
 FE2637  PID         -  FE2637
 FE2637  STATE/COUNTY-  TN/TIPTON
 FE2637  USGS QUAD   -  GIFT (1983)
 FE2637
 FE2637                         *CURRENT SURVEY CONTROL
 FE2637  ___________________________________________________________________
 FE2637* NAD 83(1995)-  35 30 38.72859(N)    089 32 44.18655(W)     ADJUSTED  
 FE2637* NAVD 88     -                                                        
 FE2637  ___________________________________________________________________
 FE2637  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FE2637  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2637
 FE2637  HORZ ORDER  -  THIRD
 FE2637
 FE2637.The horizontal coordinates were established by classical geodetic methods
 FE2637.and adjusted by the National Geodetic Survey in April 1999..
 FE2637
 FE2637
 FE2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2637
 FE2637.The geoid height was determined by GEOID03.
 FE2637
 FE2637;                    North         East     Units Scale Factor Converg.
 FE2637;SPC TN       -   136,459.997   278,433.958   MT  0.99996423   -2 04 32.7
 FE2637;SPC TN       -   447,702.51    913,495.41   sFT  0.99996423   -2 04 32.7
 FE2637;UTM  16      - 3,932,666.661   269,136.854   MT  1.00025685   -1 28 45.4
 FE2637
 FE2637                          SUPERSEDED SURVEY CONTROL
 FE2637
 FE2637  NAD 83(1995)-  35 30 38.73521(N)    089 32 44.18777(W) AD(       ) 4
 FE2637  NAD 83(1986)-  35 30 38.74030(N)    089 32 44.18756(W) AD(       ) 4
 FE2637  NAD 27      -  35 30 38.44700(N)    089 32 43.91400(W) AD(       ) 3
 FE2637
 FE2637.Superseded values are not recommended for survey control.
 FE2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2637.See file dsdata.txt to determine how the superseded data were derived.
 FE2637
 FE2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6913732667(NAD 83)
 FE2637_MARKER: 57 = LOOKOUT TOWER
 FE2637
 FE2637  HISTORY     - Date     Condition        Report By
 FE2637  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2637
 FE2637                          STATION DESCRIPTION
 FE2637
 FE2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2637'THE STATION IS THE APEX OF THE ROOF OF THE ENCLOSED OBSERVATION
 FE2637'PLATFORM.  IT IS SURMOUNTED ON A 4 LEGGED STEEL STRUCTURE
 FE2637'AND THE TOTAL HEIGHT IS 90 FEET.
 FE2637'
 FE2637'THE LOOKOUT TOWER IS ABOUT 7 MILES SOUTHEAST OF COVINGTON AND ABOUT 7
 FE2637'MILES NORTH OF MASON.  IT IS 106 FEET NORTHWEST OF THE CENTERLINE OF
 FE2637'A GRAVELED ROAD AND 131 FEET NORTHEAST OF THE CENTERLINE OF A PAVED
 FE2637'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1730 ***********************************************************************
 GB1730  DESIGNATION -  TABOR
 GB1730  PID         -  GB1730
 GB1730  STATE/COUNTY-  TN/CUMBERLAND
 GB1730  USGS QUAD   -  ISOLINE (1974)
 GB1730
 GB1730                         *CURRENT SURVEY CONTROL
 GB1730  ___________________________________________________________________
 GB1730* NAD 83(1995)-  36 01 37.17396(N)    085 05 04.07278(W)     ADJUSTED  
 GB1730* NAVD 88     -       576.138  (meters)    1890.21   (feet)  ADJUSTED  
 GB1730  ___________________________________________________________________
 GB1730  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GB1730  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GB1730  DYNAMIC HT  -         575.602 (meters)    1888.45  (feet)  COMP
 GB1730  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 GB1730
 GB1730  HORZ ORDER  -  SECOND
 GB1730  VERT ORDER  -  SECOND    CLASS 0
 GB1730
 GB1730.The horizontal coordinates were established by classical geodetic methods
 GB1730.and adjusted by the National Geodetic Survey in April 1999..
 GB1730
 GB1730.The orthometric height was determined by differential leveling
 GB1730.and adjusted by the National Geodetic Survey in June 1991..
 GB1730
 GB1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1730
 GB1730.The geoid height was determined by GEOID03.
 GB1730
 GB1730.The dynamic height is computed by dividing the NAVD 88
 GB1730.geopotential number by the normal gravity value computed on the
 GB1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1730.degrees latitude (g = 980.6199 gals.).
 GB1730
 GB1730.The modeled gravity was interpolated from observed gravity values.
 GB1730
 GB1730;                    North         East     Units Scale Factor Converg.
 GB1730;SPC TN       -   188,296.359   682,514.907   MT  0.99995405   +0 32 09.6
 GB1730;SPC TN       -   617,768.97  2,239,217.66   sFT  0.99995405   +0 32 09.6
 GB1730;UTM  16      - 3,988,639.646   672,593.789   MT  0.99996706   +1 07 37.0
 GB1730
 GB1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1730!SPC TN       -   0.99991409  x   0.99995405  =   0.99986814
 GB1730!UTM  16      -   0.99991409  x   0.99996706  =   0.99988115
 GB1730
 GB1730:                Primary Azimuth Mark                     Grid Az
 GB1730:SPC TN       -  LINGER LAKE ATT MICROWAVE TWR            092 37 11.8
 GB1730:UTM  16      -  LINGER LAKE ATT MICROWAVE TWR            092 01 44.4
 GB1730
 GB1730|---------------------------------------------------------------------|
 GB1730| PID    Reference Object                     Distance      Geod. Az  |
 GB1730|                                                           dddmmss.s |
 GB1730| GB2611 LINGER LAKE ATT MICROWAVE TWR       APPROX.10.1 KM 0930921.4 |
 GB1730| FC1824 LUPER RESET                         APPROX.27.8 KM 1064301.4 |
 GB1730| GB1731 TABOR RM 1                           40.715 METERS 11834     |
 GB1730| GB1732 TABOR AZ MK                                        1294350.0 |
 GB1730| GB1729 TABOR RM 2                           30.154 METERS 26233     |
 GB1730|---------------------------------------------------------------------|
 GB1730
 GB1730                          SUPERSEDED SURVEY CONTROL
 GB1730
 GB1730  NAD 83(1995)-  36 01 37.17911(N)    085 05 04.07368(W) AD(       ) 2
 GB1730  NAD 83(1995)-  36 01 37.17965(N)    085 05 04.07357(W) AD(       ) 2
 GB1730  NAD 83(1986)-  36 01 37.18628(N)    085 05 04.07299(W) AD(       ) 2
 GB1730  NAD 27      -  36 01 36.94710(N)    085 05 04.21070(W) AD(       ) 2
 GB1730  NGVD 29 (??/??/92)  576.183  (m)         1890.36   (f) ADJ UNCH    2 0
 GB1730
 GB1730.Superseded values are not recommended for survey control.
 GB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1730.See file dsdata.txt to determine how the superseded data were derived.
 GB1730
 GB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7259488640(NAD 83)
 GB1730_MARKER: DS = TRIANGULATION STATION DISK
 GB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1730_STAMPING: TABOR 1960
 GB1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1730+STABILITY: SURFACE MOTION
 GB1730
 GB1730  HISTORY     - Date     Condition        Report By
 GB1730  HISTORY     - 1960     MONUMENTED       CGS
 GB1730  HISTORY     - 1960     GOOD             CGS
 GB1730  HISTORY     - 1967     GOOD             CGS
 GB1730  HISTORY     - 1967     GOOD             NGS
 GB1730
 GB1730                          STATION DESCRIPTION
 GB1730
 GB1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1730'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF CROSSVILLE.
 GB1730'
 GB1730'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 N AND U.S.
 GB1730'HIGHWAY 70 S IN THE WEST EDGE OF CROSSVILLE, GO NORTHWEST ON U. S.
 GB1730'HIGHWAY 70 N FOR 5.5 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 GB1730'NORTH, FOR 2.2 MILES TO A RAILROAD TRACK, CONTINUE STRAIGHT
 GB1730'AHEAD, NORTH, FOR 0.3 MILE TO A FORK, TURN LEFT, NORTHWEST, FOR 0.9
 GB1730'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 GB1730'AHEAD, NORTHWEST, FOR 0.2 MILE TO THE STATION.
 GB1730'
 GB1730'STATION MARK IS 46 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 24
 GB1730'FEET NORTH OF A 36-INCH TRIANGLE BLAZED OAK TREE AND 2.2 FEET WEST
 GB1730'OF A WITNESS SIGN. THE MARK IS A STANDARD DISK SET IN A CONCRETE
 GB1730'POST, SET FLUSH, AND IS STAMPED TABOR 1960.
 GB1730'
 GB1730'REFERENCE MARK NO. 1 IS 96 FEET WEST OF THE NORTHWEST CORNER OF THE
 GB1730'TABOR CEMETERY FENCE AND 17 FEET NORTH OF THE CENTER OF THE
 GB1730'GRAVELED ROAD, THE MARK IS A STANDARD DISK SET IN A CONCRETE POST,
 GB1730'SET FLUSH, AND IS STAMPED TABOR NO. 1 1960.
 GB1730'
 GB1730'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF THE CENTER OF A TRACK
 GB1730'ROAD AND 6 FEET NORTHEAST OF A 12-INCH TRIANGLE BLAZED OAK
 GB1730'TREE. THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 GB1730'AND IS STAMPED TABOR NO. 2 1960.
 GB1730'
 GB1730'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3
 GB1730'FEET SOUTH OF A WIRE FENCE AND 2.5 FEET SOUTH OF A WITNESS SIGN.
 GB1730'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 GB1730'STAMPED TABOR 1960.
 GB1730'
 GB1730'HEIGHT OF LIGHT ABOVE STATION MARK 32.2 METERS.
 GB1730
 GB1730                          STATION RECOVERY (1960)
 GB1730
 GB1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1730'8.2 MI NW FROM CROSSVILLE.
 GB1730'FROM THE POST OFFICE IN CROSSVILLE, GO 5.2 MILES NORTHWEST ON
 GB1730'STATE HIGHWAY 127 TO A STORE AND GAS STATION ON THE WEST SIDE
 GB1730'OF THE HIGHWAY, THEN 1.5 MILES WEST ON A PAVED ROAD TO A Y
 GB1730'JUNCTION, THEN 0.4 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 1.15
 GB1730'MILES NORTHWEST ON A GRAVELED ROAD TO A FORK IN THE ROAD.  THE
 GB1730'STATION MARK IS ABOUT 200 FT. WEST OF THE WEST EDGE OF THE TABOR
 GB1730'CEMETERY, 46 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 24
 GB1730'FT. NORTH OF A 36-INCH TRIANGLE BLAZED OAK TREE AND 2.2 FT. WEST
 GB1730'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1730'THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE GRAVELED
 GB1730'ROAD.  NOTE-- THIS STATION IS ABOUT 3.1 MILES SOUTHEAST ALONG
 GB1730'INTERSTATE HIGHWAY 40 FROM B.M. P 231.
 GB1730
 GB1730                          STATION RECOVERY (1967)
 GB1730
 GB1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GB1730'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GB1730'WERE RECOVERED AND FOUND IN EXCELLENT CONDITION.  A COMPLETE AND
 GB1730'EXTENDED SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT
 GB1730'BE FOUND.  A NEW HOME HAS BEEN BUILT NEAR THE SITE WHERE THE
 GB1730'AZIMUTH MARK WAS LOCATED AND IT IS ASSUMED THAT THE MARK WAS
 GB1730'DESTROYED WHEN THE YARD AREA WAS GRADED AND LEVELED OFF.
 GB1730'
 GB1730'DUE TO TREES ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED
 GB1730'BETWEEN.
 GB1730
 GB1730                          STATION RECOVERY (1967)
 GB1730
 GB1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1732 ***********************************************************************
 GB1732  DESIGNATION -  TABOR AZ MK
 GB1732  PID         -  GB1732
 GB1732  STATE/COUNTY-  TN/CUMBERLAND
 GB1732  USGS QUAD   -  ISOLINE (1974)
 GB1732
 GB1732                         *CURRENT SURVEY CONTROL
 GB1732  ___________________________________________________________________
 GB1732* NAD 83(1986)-  36 01 30.     (N)    085 04 55.     (W)     SCALED    
 GB1732* NAVD 88     -       578.767  (meters)    1898.84   (feet)  ADJUSTED  
 GB1732  ___________________________________________________________________
 GB1732  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GB1732  DYNAMIC HT  -         578.229 (meters)    1897.07  (feet)  COMP
 GB1732  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 GB1732
 GB1732  VERT ORDER  -  SECOND    CLASS 0
 GB1732
 GB1732.The horizontal coordinates were scaled from a topographic map and have
 GB1732.an estimated accuracy of +/- 6 seconds.
 GB1732
 GB1732.The orthometric height was determined by differential leveling
 GB1732.and adjusted by the National Geodetic Survey in June 1991..
 GB1732
 GB1732.The geoid height was determined by GEOID03.
 GB1732
 GB1732.The dynamic height is computed by dividing the NAVD 88
 GB1732.geopotential number by the normal gravity value computed on the
 GB1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1732.degrees latitude (g = 980.6199 gals.).
 GB1732
 GB1732.The modeled gravity was interpolated from observed gravity values.
 GB1732
 GB1732;                    North         East    Units  Estimated Accuracy
 GB1732;SPC TN       -   188,080.      682,740.      MT  (+/- 180 meters Scaled)
 GB1732
 GB1732                          SUPERSEDED SURVEY CONTROL
 GB1732
 GB1732  NGVD 29 (??/??/92)  578.813  (m)         1898.99   (f) ADJ UNCH    2 0
 GB1732
 GB1732.Superseded values are not recommended for survey control.
 GB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1732.See file dsdata.txt to determine how the superseded data were derived.
 GB1732
 GB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE728884(NAD 83)
 GB1732_MARKER: DZ = AZIMUTH MARK DISK
 GB1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1732_STAMPING: TABOR 1960
 GB1732_MARK LOGO: CGS   
 GB1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1732+STABILITY: SURFACE MOTION
 GB1732
 GB1732  HISTORY     - Date     Condition        Report By
 GB1732  HISTORY     - 1960     MONUMENTED       CGS
 GB1732  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB1732
 GB1732                          STATION DESCRIPTION
 GB1732
 GB1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1732'8 MI NW FROM CROSSVILLE.
 GB1732'FROM THE POST OFFICE IN CROSSVILLE, GO 5.2 MILES NORTHWEST ON
 GB1732'STATE HIGHWAY 127 TO A STORE AND GAS STATION ON THE WEST SIDE OF
 GB1732'THE HIGHWAY, THEN 1.5 MILES WEST ON A PAVED ROAD TO A Y JUNCTION,
 GB1732'THEN 0.4 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 0.95 MILE
 GB1732'NORTHWEST ON A GRAVELED ROAD.  THE AZIMUTH MARK IS ABOUT 0.1 MILE
 GB1732'SOUTHEAST OF THE TABOR CEMETERY, 21 FT. NORTH OF THE CENTER OF THE
 GB1732'GRAVELED ROAD, 3 FT. SOUTH OF A WIRE FENCE AND 2.5 FT. SOUTH OF A
 GB1732'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 GB1732'FLUSH WITH THE GROUND.  NOTE-- A NEW HOME HAS BEEN BUILT NEAR THE
 GB1732'SITE WHERE THIS MARK WAS LOCATED.  THE YARD AREA WAS GRADED AND
 GB1732'LEVELED OFF.
 GB1732
 GB1732                          STATION RECOVERY (1967)
 GB1732
 GB1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB1732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1731 ***********************************************************************
 GB1731  DESIGNATION -  TABOR RM 1
 GB1731  PID         -  GB1731
 GB1731  STATE/COUNTY-  TN/CUMBERLAND
 GB1731  USGS QUAD   -  ISOLINE (1974)
 GB1731
 GB1731                         *CURRENT SURVEY CONTROL
 GB1731  ___________________________________________________________________
 GB1731* NAD 83(1986)-  36 01 36.     (N)    085 05 04.     (W)     SCALED    
 GB1731* NAVD 88     -       575.707  (meters)    1888.80   (feet)  ADJUSTED  
 GB1731  ___________________________________________________________________
 GB1731  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GB1731  DYNAMIC HT  -         575.172 (meters)    1887.04  (feet)  COMP
 GB1731  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 GB1731
 GB1731  VERT ORDER  -  SECOND    CLASS 0
 GB1731
 GB1731.The horizontal coordinates were scaled from a topographic map and have
 GB1731.an estimated accuracy of +/- 6 seconds.
 GB1731
 GB1731.The orthometric height was determined by differential leveling
 GB1731.and adjusted by the National Geodetic Survey in June 1991..
 GB1731
 GB1731.The geoid height was determined by GEOID03.
 GB1731
 GB1731.The dynamic height is computed by dividing the NAVD 88
 GB1731.geopotential number by the normal gravity value computed on the
 GB1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1731.degrees latitude (g = 980.6199 gals.).
 GB1731
 GB1731.The modeled gravity was interpolated from observed gravity values.
 GB1731
 GB1731;                    North         East    Units  Estimated Accuracy
 GB1731;SPC TN       -   188,260.      682,520.      MT  (+/- 180 meters Scaled)
 GB1731
 GB1731                          SUPERSEDED SURVEY CONTROL
 GB1731
 GB1731  NGVD 29 (??/??/92)  575.752  (m)         1888.95   (f) ADJ UNCH    2 0
 GB1731
 GB1731.Superseded values are not recommended for survey control.
 GB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1731.See file dsdata.txt to determine how the superseded data were derived.
 GB1731
 GB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE725886(NAD 83)
 GB1731_MARKER: DR = REFERENCE MARK DISK
 GB1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1731_STAMPING: TABOR NO 1 1960
 GB1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1731+STABILITY: SURFACE MOTION
 GB1731
 GB1731  HISTORY     - Date     Condition        Report By
 GB1731  HISTORY     - 1960     MONUMENTED       CGS
 GB1731  HISTORY     - 1967     GOOD             NGS
 GB1731
 GB1731                          STATION DESCRIPTION
 GB1731
 GB1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1731'8.2 MI NW FROM CROSSVILLE.
 GB1731'THIS MARK IS LOCATED AT THE TABOR 1960 STATION SITE, 133.5 FT.
 GB1731'EAST OF THE STATION MARK, 96 FT. WEST OF THE NORTHWEST CORNER
 GB1731'OF THE TABOR CEMETERY FENCE AND 17 FT. NORTH OF THE CENTER OF THE
 GB1731'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1731'IS FLUSH WITH THE GROUND.
 GB1731
 GB1731                          STATION RECOVERY (1967)
 GB1731
 GB1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1729 ***********************************************************************
 GB1729  DESIGNATION -  TABOR RM 2
 GB1729  PID         -  GB1729
 GB1729  STATE/COUNTY-  TN/CUMBERLAND
 GB1729  USGS QUAD   -  ISOLINE (1974)
 GB1729
 GB1729                         *CURRENT SURVEY CONTROL
 GB1729  ___________________________________________________________________
 GB1729* NAD 83(1986)-  36 01 36.     (N)    085 05 04.     (W)     SCALED    
 GB1729* NAVD 88     -       575.836  (meters)    1889.22   (feet)  ADJUSTED  
 GB1729  ___________________________________________________________________
 GB1729  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GB1729  DYNAMIC HT  -         575.301 (meters)    1887.47  (feet)  COMP
 GB1729  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 GB1729
 GB1729  VERT ORDER  -  SECOND    CLASS 0
 GB1729
 GB1729.The horizontal coordinates were scaled from a topographic map and have
 GB1729.an estimated accuracy of +/- 6 seconds.
 GB1729
 GB1729.The orthometric height was determined by differential leveling
 GB1729.and adjusted by the National Geodetic Survey in June 1991..
 GB1729
 GB1729.The geoid height was determined by GEOID03.
 GB1729
 GB1729.The dynamic height is computed by dividing the NAVD 88
 GB1729.geopotential number by the normal gravity value computed on the
 GB1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1729.degrees latitude (g = 980.6199 gals.).
 GB1729
 GB1729.The modeled gravity was interpolated from observed gravity values.
 GB1729
 GB1729;                    North         East    Units  Estimated Accuracy
 GB1729;SPC TN       -   188,260.      682,520.      MT  (+/- 180 meters Scaled)
 GB1729
 GB1729                          SUPERSEDED SURVEY CONTROL
 GB1729
 GB1729  NGVD 29 (??/??/92)  575.881  (m)         1889.37   (f) ADJ UNCH    2 0
 GB1729
 GB1729.Superseded values are not recommended for survey control.
 GB1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1729.See file dsdata.txt to determine how the superseded data were derived.
 GB1729
 GB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE725886(NAD 83)
 GB1729_MARKER: DR = REFERENCE MARK DISK
 GB1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1729_STAMPING: TABOR NO 2 1960
 GB1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1729+STABILITY: SURFACE MOTION
 GB1729
 GB1729  HISTORY     - Date     Condition        Report By
 GB1729  HISTORY     - 1960     MONUMENTED       CGS
 GB1729  HISTORY     - 1967     GOOD             NGS
 GB1729
 GB1729                          STATION DESCRIPTION
 GB1729
 GB1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1729'8.2 MI NW FROM CROSSVILLE.
 GB1729'THIS MARK IS LOCATED AT THE TABOR 1960 STATION SITE, 99 FT. WEST
 GB1729'OF THE STATION MARK, 6 FT. NORTHEAST OF A 12-INCH TRIANGULAR
 GB1729'BLAZED TREE AND 10 FT. SOUTHWEST OF THE CENTER OF A TRACK ROAD.
 GB1729'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1729'GROUND AND ABOUT LEVEL WITH THE TRACK ROAD.
 GB1729
 GB1729                          STATION RECOVERY (1967)
 GB1729
 GB1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2598 ***********************************************************************
 FE2598  DESIGNATION -  TACAN NAVY MEMPHIS NQA
 FE2598  PID         -  FE2598
 FE2598  STATE/COUNTY-  TN/SHELBY
 FE2598  USGS QUAD   -  BRUNSWICK (1993)
 FE2598
 FE2598                         *CURRENT SURVEY CONTROL
 FE2598  ___________________________________________________________________
 FE2598* NAD 83(1995)-  35 21 16.08183(N)    089 52 13.04788(W)     ADJUSTED  
 FE2598* NAVD 88     -                                                        
 FE2598  ___________________________________________________________________
 FE2598  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2598  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2598
 FE2598  HORZ ORDER  -  THIRD
 FE2598
 FE2598.This mark is at Millington Mun Airport (NQA)
 FE2598
 FE2598.The horizontal coordinates were established by classical geodetic methods
 FE2598.and adjusted by the National Geodetic Survey in April 1999..
 FE2598
 FE2598
 FE2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2598
 FE2598.The geoid height was determined by GEOID03.
 FE2598
 FE2598;                    North         East     Units Scale Factor Converg.
 FE2598;SPC TN       -   120,249.432   248,316.195   MT  0.99998321   -2 15 57.0
 FE2598;SPC TN       -   394,518.34    814,684.05   sFT  0.99998321   -2 15 57.0
 FE2598;UTM  16      - 3,916,135.371   239,179.372   MT  1.00043843   -1 39 42.4
 FE2598
 FE2598                          SUPERSEDED SURVEY CONTROL
 FE2598
 FE2598  NAD 83(1995)-  35 21 16.09030(N)    089 52 13.04868(W) AD(       ) 4
 FE2598  NAD 83(1986)-  35 21 16.09320(N)    089 52 13.04924(W) AD(       ) 4
 FE2598  NAD 27      -  35 21 15.78300(N)    089 52 12.74300(W) AD(       ) 3
 FE2598
 FE2598.Superseded values are not recommended for survey control.
 FE2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2598.See file dsdata.txt to determine how the superseded data were derived.
 FE2598
 FE2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3917916135(NAD 83)
 FE2598_MARKER: 55 = TOWER
 FE2598
 FE2598  HISTORY     - Date     Condition        Report By
 FE2598  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2598
 FE2598                          STATION DESCRIPTION
 FE2598
 FE2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2598'THE STATION IS THE CENTER OF THE TOP OF THE TACAN INSTALLATION OF THE
 FE2598'MEMPHIS NAVAL AIR STATION.  IT IS ABOUT 1600 FEET NORTH OF THE
 FE2598'CONTROL TOWER, ABOUT 450 FEET SOUTHEAST OF RUNWAY 3 AND ABOUT 450
 FE2598'FEET SOUTHWEST OF RUNWAY 14.  THE UNIT IS MOUNTED ON A
 FE2598'FOUR-LEGGED STEEL TOWER ABOUT 10 FEET HIGH WHICH IS PAINTED IN
 FE2598'SQUARES OF ORANGE AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1475 ***********************************************************************
 GC1475  DESIGNATION -  TALLEY
 GC1475  PID         -  GC1475
 GC1475  STATE/COUNTY-  TN/WILLIAMSON
 GC1475  USGS QUAD   -  WHITE BLUFF (1983)
 GC1475
 GC1475                         *CURRENT SURVEY CONTROL
 GC1475  ___________________________________________________________________
 GC1475* NAD 83(1995)-  36 02 14.78851(N)    087 09 23.92002(W)     ADJUSTED  
 GC1475* NAVD 88     -       245.079  (meters)     804.06   (feet)  ADJUSTED  
 GC1475  ___________________________________________________________________
 GC1475  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GC1475  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1475  DYNAMIC HT  -         244.867 (meters)     803.37  (feet)  COMP
 GC1475  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GC1475
 GC1475  HORZ ORDER  -  SECOND
 GC1475  VERT ORDER  -  SECOND    CLASS 0
 GC1475
 GC1475.The horizontal coordinates were established by classical geodetic methods
 GC1475.and adjusted by the National Geodetic Survey in April 1999..
 GC1475
 GC1475.The orthometric height was determined by differential leveling
 GC1475.and adjusted by the National Geodetic Survey in June 1991..
 GC1475
 GC1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1475
 GC1475.The geoid height was determined by GEOID03.
 GC1475
 GC1475.The dynamic height is computed by dividing the NAVD 88
 GC1475.geopotential number by the normal gravity value computed on the
 GC1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1475.degrees latitude (g = 980.6199 gals.).
 GC1475
 GC1475.The modeled gravity was interpolated from observed gravity values.
 GC1475
 GC1475;                    North         East     Units Scale Factor Converg.
 GC1475;SPC TN       -   189,685.637   495,769.140   MT  0.99995468   -0 40 37.7
 GC1475;SPC TN       -   622,326.96  1,626,535.92   sFT  0.99995468   -0 40 37.7
 GC1475;UTM  16      - 3,988,112.597   485,888.679   MT  0.99960245   -0 05 31.8
 GC1475
 GC1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1475!SPC TN       -   0.99996605  x   0.99995468  =   0.99992074
 GC1475!UTM  16      -   0.99996605  x   0.99960245  =   0.99956852
 GC1475
 GC1475:                Primary Azimuth Mark                     Grid Az
 GC1475:SPC TN       -  KINGSTON                                 037 06 11.4
 GC1475:UTM  16      -  KINGSTON                                 036 31 05.5
 GC1475
 GC1475|---------------------------------------------------------------------|
 GC1475| PID    Reference Object                     Distance      Geod. Az  |
 GC1475|                                                           dddmmss.s |
 GC1475| GC1483 KINGSTON                            APPROX. 4.3 KM 0362533.7 |
 GC1475| GC1476 TALLEY RM 1                          18.773 METERS 05117     |
 GC1475| GC1477 TALLEY RM 2                          19.512 METERS 11813     |
 GC1475| CG7624 TALLEY AZ MK                                       2591350.3 |
 GC1475|---------------------------------------------------------------------|
 GC1475
 GC1475                          SUPERSEDED SURVEY CONTROL
 GC1475
 GC1475  NAD 83(1995)-  36 02 14.79024(N)    087 09 23.92297(W) AD(       ) 2
 GC1475  NAD 83(1995)-  36 02 14.79090(N)    087 09 23.92303(W) AD(       ) 2
 GC1475  NAD 83(1986)-  36 02 14.79883(N)    087 09 23.92308(W) AD(       ) 2
 GC1475  NAD 27      -  36 02 14.57770(N)    087 09 23.89780(W) AD(       ) 2
 GC1475  NGVD 29 (??/??/92)  245.088  (m)          804.09   (f) ADJ UNCH    2 0
 GC1475
 GC1475.Superseded values are not recommended for survey control.
 GC1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1475.See file dsdata.txt to determine how the superseded data were derived.
 GC1475
 GC1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8588988113(NAD 83)
 GC1475_MARKER: DE = TRAVERSE STATION DISK
 GC1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1475_STAMPING: TALLEY 1959
 GC1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1475+STABILITY: SURFACE MOTION
 GC1475
 GC1475  HISTORY     - Date     Condition        Report By
 GC1475  HISTORY     - 1959     MONUMENTED       CGS
 GC1475  HISTORY     - 1959     GOOD             CGS
 GC1475
 GC1475                          STATION DESCRIPTION
 GC1475
 GC1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1475'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF WHITE BLUFF, 5
 GC1475'MILES SOUTHWEST OF KINGSTON SPRINGS AND ON THE SOUTHEAST
 GC1475'EDGE OF INTERSTATE HIGHWAY 40.
 GC1475'
 GC1475'TO REACH THE STATION FROM THE KINGSTON SPRINGS JUNIOR HIGH SCHOOL IN
 GC1475'THE SOUTH SECTION OF KINGSTON SPRINGS GO WEST AND SOUTH ON GRAVELED
 GC1475'ROAD FOR 3 MILES TO THE KINGSTON SPRINGS STATE FOREST LOOKOUT TOWER
 GC1475'HR 3, CONTINUE AHEAD FOR 0.3 MILE TO A FORK, FOLLOW THE ROAD LEADING
 GC1475'RIGHT (SOUTHWEST) FOR 0.25 MILE TO A ROAD LEADING SOUTH, CONTINUE
 GC1475'STRAIGHT AHEAD FOR 1.95 MILES TO A SIDE ROAD TO THE LEFT,
 GC1475'CONTINUE AHEAD FOR 0.7 MILE TO A TRACK ROAD ON THE RIGHT LEADING TO
 GC1475'THE EDGE OF THE INTERSTATE HIGHWAY RIGHT-OF-WAY AND THE STATION ON
 GC1475'THE RIGHT AS DESCRIBED.
 GC1475'
 GC1475'THE STATION MARK IS 150 FEET NORTH OF THE INTERSECTION OF THE TRACK
 GC1475'ROAD AND THE GRAVELED ROAD, 29 FEET NORTHEAST OF A 14 INCH RED OAK
 GC1475'TREE WITH A TRIANGLE BLAZE AND 5.5 FEET NORTH OF A WITNESS SIGN. IT
 GC1475'IS A STANDARD TRAVERSE DISK STAMPED TALLEY 1959 SET IN A CONCRETE
 GC1475'MONUMENT FLUSH WITH THE GROUND.
 GC1475'
 GC1475'RM NO. 1 IS ON THE SE EDGE OF THE INTERSTATE HIGHWAY RIGHT-OF-WAY.
 GC1475'IT IS STAMPED TALLEY NO 1 1959 AND IS SET IN A
 GC1475'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1475'
 GC1475'REFERENCE MARK NO. 2 IS 25 YARDS NORTHWEST OF THE CENTER OF THE
 GC1475'GRAVELED ROAD. IT IS STAMPED TALLEY NO 2 1959 AND SET IN A CONCRETE
 GC1475'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 GC1475'
 GC1475'THE AZIMUTH MARK IS 3 FEET SOUTH OF AN 8 INCH WHITE OAK TREE AND 2
 GC1475'FEET SOUTHEAST OF A WITNESS SIGN. IT IS STAMPED TALLEY 1959 AND
 GC1475'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1475'
 GC1475'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST AND ACROSS
 GC1475'THE HIGHWAY RIGHT-OF-WAY FOR 0.15 MILE TO THE MARK ON THE NORTHWEST
 GC1475'EDGE OF THE RIGHT-OF-WAY.
 GC1475'
 GC1475'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 GC1475
 GC1475                          STATION RECOVERY (1959)
 GC1475
 GC1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1475'7.4 MI SW FROM KINGSTON SPRINGS.
 GC1475'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1475'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILES SOUTH ON A GRAVELED
 GC1475'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1475'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 4.15 MILES
 GC1475'SOUTHWEST ON A GRAVELED ROAD TO A DIM TRACK ROAD LEADING TO THE
 GC1475'EDGE OF THE INTERSTATE HIGHWAY, THE STATION IS 150 FT. NORTH
 GC1475'OF THE INTERSECTION OF THE TRACK ROAD AND THE GRAVELED ROAD,
 GC1475'29 FT. NORTHEAST OF A 14 INCH RED OAK TREE WITH A TRIANGLE BLAZE,
 GC1475'AND 5.5 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1475'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GC1475'THIS STATION IS 1.2 MILES NORTHEAST OF B.M. R 219.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1476 ***********************************************************************
 GC1476  DESIGNATION -  TALLEY RM 1
 GC1476  PID         -  GC1476
 GC1476  STATE/COUNTY-  TN/WILLIAMSON
 GC1476  USGS QUAD   -  WHITE BLUFF (1983)
 GC1476
 GC1476                         *CURRENT SURVEY CONTROL
 GC1476  ___________________________________________________________________
 GC1476* NAD 83(1986)-  36 02 14.     (N)    087 09 23.     (W)     SCALED    
 GC1476* NAVD 88     -       244.609  (meters)     802.52   (feet)  ADJUSTED  
 GC1476  ___________________________________________________________________
 GC1476  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1476  DYNAMIC HT  -         244.397 (meters)     801.83  (feet)  COMP
 GC1476  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GC1476
 GC1476  VERT ORDER  -  SECOND    CLASS 0
 GC1476
 GC1476.The horizontal coordinates were scaled from a topographic map and have
 GC1476.an estimated accuracy of +/- 6 seconds.
 GC1476
 GC1476.The orthometric height was determined by differential leveling
 GC1476.and adjusted by the National Geodetic Survey in June 1991..
 GC1476
 GC1476.The geoid height was determined by GEOID03.
 GC1476
 GC1476.The dynamic height is computed by dividing the NAVD 88
 GC1476.geopotential number by the normal gravity value computed on the
 GC1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1476.degrees latitude (g = 980.6199 gals.).
 GC1476
 GC1476.The modeled gravity was interpolated from observed gravity values.
 GC1476
 GC1476;                    North         East    Units  Estimated Accuracy
 GC1476;SPC TN       -   189,660.      495,790.      MT  (+/- 180 meters Scaled)
 GC1476
 GC1476                          SUPERSEDED SURVEY CONTROL
 GC1476
 GC1476  NGVD 29 (??/??/92)  244.617  (m)          802.55   (f) ADJ UNCH    2 0
 GC1476
 GC1476.Superseded values are not recommended for survey control.
 GC1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1476.See file dsdata.txt to determine how the superseded data were derived.
 GC1476
 GC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE859880(NAD 83)
 GC1476_MARKER: DR = REFERENCE MARK DISK
 GC1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1476_STAMPING: TALLEY NO 1 1959
 GC1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1476+STABILITY: SURFACE MOTION
 GC1476
 GC1476  HISTORY     - Date     Condition        Report By
 GC1476  HISTORY     - 1959     MONUMENTED       CGS
 GC1476
 GC1476                          STATION DESCRIPTION
 GC1476
 GC1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1476'7.4 MI SE FROM KINGSTON SPRINGS.
 GC1476'THIS MARK IS LOCATED AT THE TALLEY 1959 STATION SITE, 61.5 FT.
 GC1476'NORTHEAST OF THE STATION MARK, IT IS ON THE SOUTHEAST EDGE OF THE
 GC1476'INTERSTATE HIGHWAY RIGHT-OF-WAY, A DISK SET IN TOP OF A
 GC1476'CONCRETE POST THIS IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1477 ***********************************************************************
 GC1477  DESIGNATION -  TALLEY RM 2
 GC1477  PID         -  GC1477
 GC1477  STATE/COUNTY-  TN/WILLIAMSON
 GC1477  USGS QUAD   -  WHITE BLUFF (1983)
 GC1477
 GC1477                         *CURRENT SURVEY CONTROL
 GC1477  ___________________________________________________________________
 GC1477* NAD 83(1986)-  36 02 14.     (N)    087 09 23.     (W)     SCALED    
 GC1477* NAVD 88     -       245.225  (meters)     804.54   (feet)  ADJUSTED  
 GC1477  ___________________________________________________________________
 GC1477  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1477  DYNAMIC HT  -         245.013 (meters)     803.85  (feet)  COMP
 GC1477  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GC1477
 GC1477  VERT ORDER  -  SECOND    CLASS 0
 GC1477
 GC1477.The horizontal coordinates were scaled from a topographic map and have
 GC1477.an estimated accuracy of +/- 6 seconds.
 GC1477
 GC1477.The orthometric height was determined by differential leveling
 GC1477.and adjusted by the National Geodetic Survey in June 1991..
 GC1477
 GC1477.The geoid height was determined by GEOID03.
 GC1477
 GC1477.The dynamic height is computed by dividing the NAVD 88
 GC1477.geopotential number by the normal gravity value computed on the
 GC1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1477.degrees latitude (g = 980.6199 gals.).
 GC1477
 GC1477.The modeled gravity was interpolated from observed gravity values.
 GC1477
 GC1477;                    North         East    Units  Estimated Accuracy
 GC1477;SPC TN       -   189,660.      495,790.      MT  (+/- 180 meters Scaled)
 GC1477
 GC1477                          SUPERSEDED SURVEY CONTROL
 GC1477
 GC1477  NGVD 29 (??/??/92)  245.233  (m)          804.57   (f) ADJ UNCH    2 0
 GC1477
 GC1477.Superseded values are not recommended for survey control.
 GC1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1477.See file dsdata.txt to determine how the superseded data were derived.
 GC1477
 GC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE859880(NAD 83)
 GC1477_MARKER: DR = REFERENCE MARK DISK
 GC1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1477_STAMPING: TALLEY NO 2 1959
 GC1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1477+STABILITY: SURFACE MOTION
 GC1477
 GC1477  HISTORY     - Date     Condition        Report By
 GC1477  HISTORY     - 1959     MONUMENTED       CGS
 GC1477
 GC1477                          STATION DESCRIPTION
 GC1477
 GC1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1477'7.4 MI SW FROM KINGSTON SPRINGS.
 GC1477'THIS MARK IS LOCATED AT THE TALLEY 1959 STATION SITE, 64 FT.
 GC1477'EAST-SOUTHEAST OF THE STATION MARK, 75 FT. NORTHWEST OF THE CENTER
 GC1477'OF THE GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST THAT
 GC1477'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1541 ***********************************************************************
 FE1541  DESIGNATION -  TAMM BEND BOLT
 FE1541  PID         -  FE1541
 FE1541  STATE/COUNTY-  TN/LAUDERDALE
 FE1541  USGS QUAD   -  CHIC (1983)
 FE1541
 FE1541                         *CURRENT SURVEY CONTROL
 FE1541  ___________________________________________________________________
 FE1541* NAD 83(1986)-  35 54 31.     (N)    089 38 13.     (W)     SCALED    
 FE1541* NAVD 88     -        78.698  (meters)     258.19   (feet)  ADJUSTED  
 FE1541  ___________________________________________________________________
 FE1541  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1541  DYNAMIC HT  -          78.632 (meters)     257.98  (feet)  COMP
 FE1541  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1541
 FE1541  VERT ORDER  -  FIRST     CLASS II
 FE1541
 FE1541.The horizontal coordinates were scaled from a topographic map and have
 FE1541.an estimated accuracy of +/- 6 seconds.
 FE1541
 FE1541.The orthometric height was determined by differential leveling
 FE1541.and adjusted by the National Geodetic Survey in June 1991..
 FE1541
 FE1541.The geoid height was determined by GEOID03.
 FE1541
 FE1541.The dynamic height is computed by dividing the NAVD 88
 FE1541.geopotential number by the normal gravity value computed on the
 FE1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1541.degrees latitude (g = 980.6199 gals.).
 FE1541
 FE1541.The modeled gravity was interpolated from observed gravity values.
 FE1541
 FE1541;                    North         East    Units  Estimated Accuracy
 FE1541;SPC TN       -   180,880.      271,790.      MT  (+/- 180 meters Scaled)
 FE1541
 FE1541                          SUPERSEDED SURVEY CONTROL
 FE1541
 FE1541  NGVD 29 (??/??/??)   78.639  (m)          258.00   (f) ADJUSTED    1 2
 FE1541
 FE1541.Superseded values are not recommended for survey control.
 FE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1541.See file dsdata.txt to determine how the superseded data were derived.
 FE1541
 FE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620770(NAD 83)
 FE1541_MARKER: B = BOLT
 FE1541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1541_STAMPING: TAMM BEND 50+00
 FE1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1541
 FE1541  HISTORY     - Date     Condition        Report By
 FE1541  HISTORY     - UNK      MONUMENTED       DOD
 FE1541  HISTORY     - 1957     GOOD             CGS
 FE1541  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1541
 FE1541                          STATION DESCRIPTION
 FE1541
 FE1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1541'1 MI SW FROM HALES POINT.
 FE1541'0.6 MILE WEST ALONG STATE HIGHWAY 88 FROM THE HALES POINT
 FE1541'BAPTIST CHURCH AT HALES POINT, THENCE 0.35 MILE SOUTH ALONG THE
 FE1541'A FARM ROAD, ABOUT 0.15 MILE SOUTH OF THE HALES POINT SCHOOL., IN
 FE1541'A PLOWED FIELD AND ON TOP OF A SMALL KNOLL, 85 FEET NORTH OF A
 FE1541'SLOUGH LEADING EAST FROM THE MISSISSIPPI RIVER, 130 FEET WEST OF
 FE1541'THE WEST END OF THE CULTIVATED FIELD, ABOUT 200 FEET EAST OF THE
 FE1541'LEFT BANK OF THE MISSISSIPPI RIVER, 211 FEET WEST OF THE FIRST
 FE1541'POWER LINE POLE SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A
 FE1541'TRANSFORMER AND A BRANCH LINE TO A TENANT HOUSE, 449 FEET
 FE1541'SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE, A COPPER
 FE1541'BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS 14 INCHES.
 FE1541
 FE1541                          STATION RECOVERY (1974)
 FE1541
 FE1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1540 ***********************************************************************
 FE1540  DESIGNATION -  TAMM BEND CAP
 FE1540  PID         -  FE1540
 FE1540  STATE/COUNTY-  TN/LAUDERDALE
 FE1540  USGS QUAD   -  CHIC (1983)
 FE1540
 FE1540                         *CURRENT SURVEY CONTROL
 FE1540  ___________________________________________________________________
 FE1540* NAD 83(1986)-  35 54 34.     (N)    089 38 13.     (W)     SCALED    
 FE1540* NAVD 88     -        80.005  (meters)     262.48   (feet)  ADJUSTED  
 FE1540  ___________________________________________________________________
 FE1540  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1540  DYNAMIC HT  -          79.937 (meters)     262.26  (feet)  COMP
 FE1540  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1540
 FE1540  VERT ORDER  -  FIRST     CLASS II
 FE1540
 FE1540.The horizontal coordinates were scaled from a topographic map and have
 FE1540.an estimated accuracy of +/- 6 seconds.
 FE1540
 FE1540.The orthometric height was determined by differential leveling
 FE1540.and adjusted by the National Geodetic Survey in June 1991..
 FE1540
 FE1540.The geoid height was determined by GEOID03.
 FE1540
 FE1540.The dynamic height is computed by dividing the NAVD 88
 FE1540.geopotential number by the normal gravity value computed on the
 FE1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1540.degrees latitude (g = 980.6199 gals.).
 FE1540
 FE1540.The modeled gravity was interpolated from observed gravity values.
 FE1540
 FE1540;                    North         East    Units  Estimated Accuracy
 FE1540;SPC TN       -   180,970.      271,800.      MT  (+/- 180 meters Scaled)
 FE1540
 FE1540                          SUPERSEDED SURVEY CONTROL
 FE1540
 FE1540  NGVD 29 (??/??/??)   80.109  (m)          262.82   (f) ADJUSTED    1 2
 FE1540
 FE1540.Superseded values are not recommended for survey control.
 FE1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1540.See file dsdata.txt to determine how the superseded data were derived.
 FE1540
 FE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620771(NAD 83)
 FE1540_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1540_STAMPING: TAMM BEND 50+00
 FE1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1540
 FE1540  HISTORY     - Date     Condition        Report By
 FE1540  HISTORY     - UNK      MONUMENTED       DOD
 FE1540  HISTORY     - 1957     GOOD             CGS
 FE1540  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1540
 FE1540                          STATION DESCRIPTION
 FE1540
 FE1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1540'1 MI SW FROM HALES POINT.
 FE1540'0.6 MILE WEST ALONG STATE HIGHWAY 88 FROM THE HALES POINT
 FE1540'BAPTIST CHURCH AT HALES POINT, THENCE 0.35 MILE SOUTH ALONG THE
 FE1540'A FARM ROAD, ABOUT 0.15 MILE SOUTH OF THE HALES POINT SCHOOL.,
 FE1540'IN A PLOWED FIELD AND ON TOP OF A SMALL KNOLL, 85 FEET NORTH
 FE1540'OF A SLOUGH LEADING EAST FROM THE MISSISSIPPI RIVER, 130 FEET
 FE1540'WEST OF THE WEST END OF THE CULTIVATED FIELD, ABOUT 200 FEET
 FE1540'EAST OF THE LEFT BANK OF THE MISSISSIPPI RIVER, 211 FEET WEST OF
 FE1540'THE FIRST POWER LINE POLE SOUTH-SOUTHEAST OF A POWER LINE POLE
 FE1540'WITH A TRANSFORMER AND A BRANCH LINE TO A TENANT HOUSE, 449 FEET
 FE1540'SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE.  A USE PIPE
 FE1540'AND CAP WHICH PROJECTS 14 INCHES.
 FE1540
 FE1540                          STATION RECOVERY (1974)
 FE1540
 FE1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1537 ***********************************************************************
 FE1537  DESIGNATION -  TAMM BEND RESET
 FE1537  PID         -  FE1537
 FE1537  STATE/COUNTY-  TN/LAUDERDALE
 FE1537  USGS QUAD   -  CHIC (1983)
 FE1537
 FE1537                         *CURRENT SURVEY CONTROL
 FE1537  ___________________________________________________________________
 FE1537* NAD 83(1995)-  35 54 35.10855(N)    089 38 13.82581(W)     ADJUSTED  
 FE1537* NAVD 88     -        79.398  (meters)     260.49   (feet)  ADJUSTED  
 FE1537  ___________________________________________________________________
 FE1537  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE1537  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1537  DYNAMIC HT  -          79.331 (meters)     260.27  (feet)  COMP
 FE1537  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1537
 FE1537  HORZ ORDER  -  SECOND
 FE1537  VERT ORDER  -  FIRST     CLASS I
 FE1537
 FE1537.The horizontal coordinates were established by classical geodetic methods
 FE1537.and adjusted by the National Geodetic Survey in April 1999..
 FE1537
 FE1537.The orthometric height was determined by differential leveling
 FE1537.and adjusted by the National Geodetic Survey in June 1991..
 FE1537
 FE1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1537
 FE1537.The geoid height was determined by GEOID03.
 FE1537
 FE1537.The dynamic height is computed by dividing the NAVD 88
 FE1537.geopotential number by the normal gravity value computed on the
 FE1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1537.degrees latitude (g = 980.6199 gals.).
 FE1537
 FE1537.The modeled gravity was interpolated from observed gravity values.
 FE1537
 FE1537;                    North         East     Units Scale Factor Converg.
 FE1537;SPC TN       -   181,001.966   271,777.980   MT  0.99994927   -2 07 45.6
 FE1537;SPC TN       -   593,837.28    891,658.26   sFT  0.99994927   -2 07 45.6
 FE1537;SPC AR N     -   177,451.142   613,252.886   MT  0.99995202   +1 22 29.7
 FE1537;SPC AR N     -   582,187.62  2,011,980.51   sFT  0.99995202   +1 22 29.7
 FE1537;UTM  16      - 3,977,152.257   262,020.839   MT  1.00029791   -1 32 50.8
 FE1537
 FE1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1537!SPC TN       -   0.99999193  x   0.99994927  =   0.99994120
 FE1537!SPC AR N     -   0.99999193  x   0.99995202  =   0.99994395
 FE1537!UTM  16      -   0.99999193  x   1.00029791  =   1.00028984
 FE1537
 FE1537|---------------------------------------------------------------------|
 FE1537| PID    Reference Object                     Distance      Geod. Az  |
 FE1537|                                                           dddmmss.s |
 FE1537| FE1538 TAMM BEND RM 1                       34.013 METERS 03422     |
 FE1537| CG4376 TAMM BEND AZ MK                                    1753219.7 |
 FE1537| FE1539 TAMM BEND RM 2                       40.279 METERS 33928     |
 FE1537|---------------------------------------------------------------------|
 FE1537
 FE1537                          SUPERSEDED SURVEY CONTROL
 FE1537
 FE1537  NAD 83(1995)-  35 54 35.11369(N)    089 38 13.82642(W) AD(       ) 2
 FE1537  NAD 83(1986)-  35 54 35.11931(N)    089 38 13.82660(W) AD(       ) 2
 FE1537  NAD 27      -  35 54 34.85340(N)    089 38 13.54510(W) AD(       ) 2
 FE1537  NGVD 29 (??/??/??)   79.338  (m)          260.29   (f) ADJUSTED    1 1
 FE1537
 FE1537.Superseded values are not recommended for survey control.
 FE1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1537.See file dsdata.txt to determine how the superseded data were derived.
 FE1537
 FE1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6202177152(NAD 83)
 FE1537_MARKER: DS = TRIANGULATION STATION DISK
 FE1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1537_STAMPING: TAMM BEND 1959 1972
 FE1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1537+STABILITY: SURFACE MOTION
 FE1537
 FE1537  HISTORY     - Date     Condition        Report By
 FE1537  HISTORY     - 1972     MONUMENTED       NGS
 FE1537  HISTORY     - 1974     GOOD             NGS
 FE1537  HISTORY     - 1974     GOOD             NGS
 FE1537
 FE1537                          STATION DESCRIPTION
 FE1537
 FE1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1537'THE STATION MARK WAS FOUND WITH THE DISK SHEARED OFF, BUT THE SHANK
 FE1537'CLEARLY VISIBLE.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FE1537'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A FIRM PLUMBING
 FE1537'BENCH WAS ERECTED OVER THE STATION MARK AND THE CENTER
 FE1537'POINT OF THE SHANK HELD, AFTER WHICH THE SHANK OF THE OLD DISK WAS
 FE1537'CHISELED OUT OF THE MONUMENT AND THE HOLE BELLED OUT AND
 FE1537'DEEPENED.  A NEW DISK STAMPED TAMM BEND 1959 1972 WAS THEN CEMENTED
 FE1537'INTO THIS HOLE AND CENTERED DIRECTLY UNDER THE POINT HELD AND
 FE1537'DOES HOLD THE EXACT HORIZONTAL POSITION AS DID THE ORIGINAL
 FE1537'MARK.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 FE1537'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  THE ANGLES
 FE1537'OBSERVED THIS DATE CHECKED THE 1959 OBSERVATIONS WITHIN THE REQUIRED
 FE1537'LIMITS.  IN CHECKING THE HORIZONTAL MEASURED DISTANCES BETWEEN
 FE1537'THE STATION AND THE REFERENCE MARKS AND BETWEEN THE REFERENCE MARKS A
 FE1537'DISCREPANCY OF MINUS 0.05 OF A FOOT WAS NOTED FOR REFERENCE
 FE1537'MARK NO. 1, MINUS 0.09 OF A FOOT FOR REFERENCE MARK NO. 2 AND MINUS
 FE1537'0.08 OF A FOOT IN THE DISTANCE BETWEEN THE REFERENCE MARKS.
 FE1537'
 FE1537'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1537'
 FE1537'THE STATION IS LOCATED ABOUT 14 MILES WEST OF HALLS, ABOUT 13 MILES
 FE1537'NORTHWEST OF RIPLEY, ABOUT 0.2 OF A MILE EAST OF THE EAST BANK OF
 FE1537'THE MISSISSIPPI RIVER, AND IN THE YARD OF A GROUP OF FARM BUILDINGS
 FE1537'ON THE PROPERTY OF THE VIAR ESTATE.
 FE1537'
 FE1537'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 51 BY-PASS
 FE1537'AND STATE ROUTE 88 ABOUT 1.0 MILE WEST OF HALLS, GO NORTHWESTERLY
 FE1537'AND WEST ON STATE ROUTE 88 FOR 12.5 MILES TO THE JUNCTION OF COUNTY
 FE1537'ROAD R 19134 ON THE LEFT AND A STORE IN THE SOUTHWEST ANGLE.* HERE
 FE1537'CONTINUE WEST-SOUTHWESTERLY ON STATE ROUTE 88 FOR 0.55 OF A MILE TO
 FE1537'WHERE THE HIGHWAY ENDS AT THE APPROACHES TO THE
 FE1537'MISSISSIPPI RIVER AND A GRADED ROAD LEFT.  HERE TURN LEFT ON THIS
 FE1537'GRADED AND TRACK ROAD FOR 0.3 OF A MILE SOUTH TO A GROUP OF
 FE1537'FARM BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 FE1537'
 FE1537'THE STATION IS 103 FEET WEST-SOUTHWEST OF A 30-INCH MAPLE TREE, 92
 FE1537'FEET EAST OF THE APPROXIMATE CENTER OF THE GRADED RIVER ROAD, 84
 FE1537'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE PROPER, 28
 FE1537'FEET EAST-SOUTHEAST OF A 36-INCH COTTONWOOD TREE, AND NEAR THE
 FE1537'CENTER OF A GRADED DRIVEWAY LEADING TO LARGE EQUIPMENT SHEDS.  IT IS
 FE1537'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE1537'MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE DRIVEWAY AND THE
 FE1537'DISK IS STAMPED TAMM BEND 1959 1972.
 FE1537'
 FE1537'REFERENCE MARK NO. 1 IS 79 FEET EAST OF A 30-INCH COTTONWOOD TREE,
 FE1537'33.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE FARM
 FE1537'HOUSE PROPER, 20 FEET EAST OF A GUYED UTILITY AND TRANSFORMER POLE,
 FE1537'AND 8 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIM TRACK ROAD.
 FE1537'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE1537'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED TAMM BEND NO
 FE1537'1 1959.
 FE1537'
 FE1537'REFERENCE MARK 2 IS LOCATED NEAR THE NORTHWEST CORNER OF A SMALL
 FE1537'GROVE OF LARGE COTTONWOOD TREES, 50 FEET NORTH OF THE APPROXIMATE
 FE1537'CENTER OF THE DRIVEWAY LEADING INTO THE FARM HOUSE, 24 FEET EAST OF
 FE1537'THE APPROXIMATE CENTER OF THE GRADED RIVER ROAD, 9 FEET SOUTH OF
 FE1537'A 24-INCH COTTONWOOD TREE, 9 FEET SOUTHEAST OF A 30-INCH COTTONWOOD
 FE1537'TREE, AND 5 FEET EAST OF A 36-INCH COTTONWOOD TREE.  IT IS A
 FE1537'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 FE1537'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED TAMM BEND NO 2
 FE1537'1959.
 FE1537'
 FE1537'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1537'REFERENCE MARK NO. 2 IS 113.82 FEET- (34.691 METERS).
 FE1537'
 FE1537'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION, 118 FEET
 FE1537'SOUTHWEST AND ACROSS COUNTY ROAD R 19134 FROM THE SOUTHWEST
 FE1537'CORNER OF A FRAME HOUSE, 19 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1537'COUNTY ROAD R 19134 AT POINT OF INTERSECTION WITH A
 FE1537'GRAVELED ROAD EAST, 1.8 FEET NORTH OF A UTILITY AND TRANSFORMER POLE,
 FE1537'AND 0.9 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FE1537'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE1537'MONUMENT AND THE DISK IS STAMPED TAMM BEND 1959.
 FE1537'
 FE1537'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 88 AND
 FE1537'COUNTY ROAD R 19134 AT STORE IN THE SOUTHWEST ANGLE, GO
 FE1537'SOUTHERLY ON COUNTY ROAD R 19134 FOR 1.5 MILES TO THE MARK ON THE
 FE1537'RIGHT AS DESCRIBED.
 FE1537'
 FE1537'NO WITNESS POST SET AT STATION SITE AS MARKS ARE IN A TENDED AREA.
 FE1537
 FE1537                          STATION RECOVERY (1974)
 FE1537
 FE1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1537'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND
 FE1537'LEVELED OVER DURING THE 1974 RELEVELING.
 FE1537'
 FE1537'TO REACH GO 14.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE BAPTIST
 FE1537'CHURCH AT HALLS, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD,
 FE1537'THE STATION IS A C AND GS TRIANGULATION STATION, STAMPED TAMM BEND
 FE1537'1959 1972, 99.8 FEET SOUTH OF BENCH MARK A 264, 63 FEET SOUTH OF
 FE1537'THE CENTER LINE OF A DRIVEWAY LEADING TO A HOUSE, IN A CONCRETE
 FE1537'POST.
 FE1537'
 FE1537'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED TAMM BEND NO 1
 FE1537'1959.  111.7 FEET NORTH-NORTHEAST OF THE STATION, IN A CONCRETE
 FE1537'POST.
 FE1537'
 FE1537'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED TAMM BEND NO 2
 FE1537'1959.  132.8 FEET WEST OF THE STATION.
 FE1537'
 FE1537'THE AZIMUTH MARK WAS OFF THE PRESENT LEVEL LINE.
 FE1537'
 FE1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 FE1537'WEST OF HALLS.
 FE1537
 FE1537                          STATION RECOVERY (1974)
 FE1537
 FE1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1537'14.6 MI W FROM HALLS.
 FE1537'ABOUT 14.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1537'BAPTIST CHURCH AT HALLS, THENCE 0.3 MILE SOUTH ALONG A GRAVEL
 FE1537'ROAD LEADING TO A GRAY SHINGLED HOUSE BETWEEN TWO CULTIVATED
 FE1537'FIELDS, SET IN A FARM ROAD RUNNING EAST ON THE SOUTH SIDE OF FARM
 FE1537'HOUSE, 99.8 FEET SOUTH OF A 264, 84.8 FEET SOUTHWEST OF THE
 FE1537'SOUTHWEST CORNER OF THE MAIN PART OF A GRAY SHINGLED HOUSE
 FE1537'(HOUSE BUILT ON STILTS), 63 FEET SOUTH OF THE CENTER LINE OF A
 FE1537'DRIVE LEADING TO THE HOUSE, 0.1 FOOT ABOVE FARM ROAD AND IN THE
 FE1537'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  NOTE-- CONCRETE
 FE1537'HAS BEEN CHIPPED, BUT MARK IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1538 ***********************************************************************
 FE1538  DESIGNATION -  TAMM BEND RM 1
 FE1538  PID         -  FE1538
 FE1538  STATE/COUNTY-  TN/LAUDERDALE
 FE1538  USGS QUAD   -  CHIC (1983)
 FE1538
 FE1538                         *CURRENT SURVEY CONTROL
 FE1538  ___________________________________________________________________
 FE1538* NAD 83(1986)-  35 54 33.     (N)    089 38 16.     (W)     SCALED    
 FE1538* NAVD 88     -        80.062  (meters)     262.67   (feet)  ADJUSTED  
 FE1538  ___________________________________________________________________
 FE1538  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1538  DYNAMIC HT  -          79.995 (meters)     262.45  (feet)  COMP
 FE1538  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1538
 FE1538  VERT ORDER  -  FIRST     CLASS I
 FE1538
 FE1538.The horizontal coordinates were scaled from a topographic map and have
 FE1538.an estimated accuracy of +/- 6 seconds.
 FE1538
 FE1538.The orthometric height was determined by differential leveling
 FE1538.and adjusted by the National Geodetic Survey in June 1991..
 FE1538
 FE1538.The geoid height was determined by GEOID03.
 FE1538
 FE1538.The dynamic height is computed by dividing the NAVD 88
 FE1538.geopotential number by the normal gravity value computed on the
 FE1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1538.degrees latitude (g = 980.6199 gals.).
 FE1538
 FE1538.The modeled gravity was interpolated from observed gravity values.
 FE1538
 FE1538;                    North         East    Units  Estimated Accuracy
 FE1538;SPC TN       -   180,940.      271,720.      MT  (+/- 180 meters Scaled)
 FE1538
 FE1538                          SUPERSEDED SURVEY CONTROL
 FE1538
 FE1538  NGVD 29 (??/??/??)   80.003  (m)          262.48   (f) ADJUSTED    1 1
 FE1538
 FE1538.Superseded values are not recommended for survey control.
 FE1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1538.See file dsdata.txt to determine how the superseded data were derived.
 FE1538
 FE1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE619770(NAD 83)
 FE1538_MARKER: DR = REFERENCE MARK DISK
 FE1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1538_STAMPING: TAMM BEND NO 1 1959
 FE1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1538+STABILITY: SURFACE MOTION
 FE1538
 FE1538  HISTORY     - Date     Condition        Report By
 FE1538  HISTORY     - 1959     MONUMENTED       CGS
 FE1538  HISTORY     - 1974     GOOD             NGS
 FE1538
 FE1538                          STATION DESCRIPTION
 FE1538
 FE1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1538'14.6 MI W FROM HALLS.
 FE1538'ABOUT 14.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1538'BAPTIST CHURCH AT HALLS, 0.3 MILE SOUTH ALONG A GRAVEL ROAD
 FE1538'LEADING TO A GRAY SHINGLED HOUSE, BETWEEN TWO CULTIVATED FIELDS,
 FE1538'SET IN A FARM ROAD RUNNING EAST ON THE SOUTH SIDE OF FARM HOUSE,
 FE1538'111.7 FEET NORTH-NORTHEAST OF TAMM BEND TRIANGULATION STATION,
 FE1538'32.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GRAY SHINGLED
 FE1538'HOUSE (MAIN PART), 20.4 FEET WEST OF A 264, 20.2 FEET EAST OF
 FE1538'POWER POLE WITH TRANSFORMER, 1 FOOT ABOVE ROAD AND IN THE TOP
 FE1538'OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1539 ***********************************************************************
 FE1539  DESIGNATION -  TAMM BEND RM 2
 FE1539  PID         -  FE1539
 FE1539  STATE/COUNTY-  TN/LAUDERDALE
 FE1539  USGS QUAD   -  CHIC (1983)
 FE1539
 FE1539                         *CURRENT SURVEY CONTROL
 FE1539  ___________________________________________________________________
 FE1539* NAD 83(1986)-  35 54 33.     (N)    089 38 14.     (W)     SCALED    
 FE1539* NAVD 88     -        79.635  (meters)     261.27   (feet)  ADJUSTED  
 FE1539  ___________________________________________________________________
 FE1539  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1539  DYNAMIC HT  -          79.568 (meters)     261.05  (feet)  COMP
 FE1539  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1539
 FE1539  VERT ORDER  -  FIRST     CLASS I
 FE1539
 FE1539.The horizontal coordinates were scaled from a topographic map and have
 FE1539.an estimated accuracy of +/- 6 seconds.
 FE1539
 FE1539.The orthometric height was determined by differential leveling
 FE1539.and adjusted by the National Geodetic Survey in June 1991..
 FE1539
 FE1539.The geoid height was determined by GEOID03.
 FE1539
 FE1539.The dynamic height is computed by dividing the NAVD 88
 FE1539.geopotential number by the normal gravity value computed on the
 FE1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1539.degrees latitude (g = 980.6199 gals.).
 FE1539
 FE1539.The modeled gravity was interpolated from observed gravity values.
 FE1539
 FE1539;                    North         East    Units  Estimated Accuracy
 FE1539;SPC TN       -   180,940.      271,770.      MT  (+/- 180 meters Scaled)
 FE1539
 FE1539                          SUPERSEDED SURVEY CONTROL
 FE1539
 FE1539  NGVD 29 (??/??/??)   79.576  (m)          261.08   (f) ADJUSTED    1 1
 FE1539
 FE1539.Superseded values are not recommended for survey control.
 FE1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1539.See file dsdata.txt to determine how the superseded data were derived.
 FE1539
 FE1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620770(NAD 83)
 FE1539_MARKER: DR = REFERENCE MARK DISK
 FE1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1539_STAMPING: TAMM BEND NO 2 1959
 FE1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1539+STABILITY: SURFACE MOTION
 FE1539
 FE1539  HISTORY     - Date     Condition        Report By
 FE1539  HISTORY     - 1959     MONUMENTED       CGS
 FE1539  HISTORY     - 1974     GOOD             NGS
 FE1539
 FE1539                          STATION DESCRIPTION
 FE1539
 FE1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1539'14.6 MI W FROM HALLS.
 FE1539'ABOUT 14.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1539'BAPTIST CHURCH AT HALLS, 0.3 MILE SOUTH ALONG A GRAVEL ROAD
 FE1539'LEADING TO A GRAY SHINGLED HOUSE BETWEEN TWO CULTIVATED FIELDS,
 FE1539'SET IN A FARM ROAD RUNNING EAST ON THE SOUTH SIDE OF FARM HOUSE,
 FE1539'SET IN A CLUSTER OF 12 LARGE TREES AND NEAR THE NORTHWEST SIDE,
 FE1539'132.8 FEET NORTHWEST OF TAMM BEND, 48.5 FEET NORTH OF THE CENTER
 FE1539'LINE OF THE DRIVE LEADING TO THE HOUSE, (HOUSE IS BUILT ON
 FE1539'STILTS), 21.4 FEET EAST OF THE CENTER LINE OF GRAVEL ROAD, 1
 FE1539'FOOT ABOVE GRAVEL ROAD AND IN THE TOP OF A CONCRETE POST
 FE1539'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0386 ***********************************************************************
 FC0386  DESIGNATION -  TASSO
 FC0386  PID         -  FC0386
 FC0386  STATE/COUNTY-  TN/BRADLEY
 FC0386  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0386
 FC0386                         *CURRENT SURVEY CONTROL
 FC0386  ___________________________________________________________________
 FC0386* NAD 83(1986)-  35 10 47.     (N)    084 49 27.     (W)     SCALED    
 FC0386* NAVD 88     -       258.603  (meters)     848.43   (feet)  ADJUSTED  
 FC0386  ___________________________________________________________________
 FC0386  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0386  DYNAMIC HT  -         258.348 (meters)     847.60  (feet)  COMP
 FC0386  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 FC0386
 FC0386  VERT ORDER  -  FIRST     CLASS I
 FC0386
 FC0386.The horizontal coordinates were scaled from a topographic map and have
 FC0386.an estimated accuracy of +/- 6 seconds.
 FC0386
 FC0386.The orthometric height was determined by differential leveling
 FC0386.and adjusted by the National Geodetic Survey in June 1991..
 FC0386
 FC0386.The geoid height was determined by GEOID03.
 FC0386
 FC0386.The dynamic height is computed by dividing the NAVD 88
 FC0386.geopotential number by the normal gravity value computed on the
 FC0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0386.degrees latitude (g = 980.6199 gals.).
 FC0386
 FC0386.The modeled gravity was interpolated from observed gravity values.
 FC0386
 FC0386;                    North         East    Units  Estimated Accuracy
 FC0386;SPC TN       -    94,550.      707,100.      MT  (+/- 180 meters Scaled)
 FC0386
 FC0386                          SUPERSEDED SURVEY CONTROL
 FC0386
 FC0386  NGVD 29 (??/??/92)  258.624  (m)          848.50   (f) ADJ UNCH    1 1
 FC0386
 FC0386.Superseded values are not recommended for survey control.
 FC0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0386.See file dsdata.txt to determine how the superseded data were derived.
 FC0386
 FC0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD981951(NAD 83)
 FC0386_MARKER: DB = BENCH MARK DISK
 FC0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0386_SP_SET: CULVERT
 FC0386_STAMPING: TASSO 1934
 FC0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0386
 FC0386  HISTORY     - Date     Condition        Report By
 FC0386  HISTORY     - 1934     MONUMENTED       CGS
 FC0386  HISTORY     - 1968     GOOD             NGS
 FC0386  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0386
 FC0386                          STATION DESCRIPTION
 FC0386
 FC0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0386'3.5 MI NE FROM CLEVELAND.
 FC0386'ABOUT 3.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0386'STATION AT CLEVELAND, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 209, SET
 FC0386'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A
 FC0386'6-FOOT STONE BOX CULVERT, 27 FEET NORTHWEST OF THE NORTHWEST
 FC0386'RAIL, 7 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL
 FC0386'AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 FC0386
 FC0386                          STATION RECOVERY (1983)
 FC0386
 FC0386'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1424 ***********************************************************************
 FC1424  DESIGNATION -  TATE
 FC1424  PID         -  FC1424
 FC1424  STATE/COUNTY-  TN/COFFEE
 FC1424  USGS QUAD   -  ALTO (1947)
 FC1424
 FC1424                         *CURRENT SURVEY CONTROL
 FC1424  ___________________________________________________________________
 FC1424* NAD 83(1995)-  35 20 01.63520(N)    085 56 12.48542(W)     ADJUSTED  
 FC1424* NAVD 88     -       317.841  (meters)    1042.78   (feet)  ADJUSTED  
 FC1424  ___________________________________________________________________
 FC1424  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FC1424  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1424  DYNAMIC HT  -         317.535 (meters)    1041.78  (feet)  COMP
 FC1424  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 FC1424
 FC1424  HORZ ORDER  -  SECOND
 FC1424  VERT ORDER  -  SECOND    CLASS 0
 FC1424
 FC1424.The horizontal coordinates were established by classical geodetic methods
 FC1424.and adjusted by the National Geodetic Survey in April 1999..
 FC1424
 FC1424.The orthometric height was determined by differential leveling
 FC1424.and adjusted by the National Geodetic Survey in June 1991..
 FC1424
 FC1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1424
 FC1424.The geoid height was determined by GEOID03.
 FC1424
 FC1424.The dynamic height is computed by dividing the NAVD 88
 FC1424.geopotential number by the normal gravity value computed on the
 FC1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1424.degrees latitude (g = 980.6199 gals.).
 FC1424
 FC1424.The modeled gravity was interpolated from observed gravity values.
 FC1424
 FC1424;                    North         East     Units Scale Factor Converg.
 FC1424;SPC TN       -   111,002.222   605,745.670   MT  0.99998627   +0 02 13.2
 FC1424;SPC TN       -   364,179.79  1,987,350.59   sFT  0.99998627   +0 02 13.2
 FC1424;UTM  16      - 3,910,578.373   596,624.850   MT  0.99971506   +0 36 53.8
 FC1424
 FC1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1424!SPC TN       -   0.99995464  x   0.99998627  =   0.99994092
 FC1424!UTM  16      -   0.99995464  x   0.99971506  =   0.99966972
 FC1424
 FC1424|---------------------------------------------------------------------|
 FC1424| PID    Reference Object                     Distance      Geod. Az  |
 FC1424|                                                           dddmmss.s |
 FC1424| FC1426 TATE RM 1                            21.016 METERS 25403     |
 FC1424| FC1427 TATE AZ MK                                         2722348.4 |
 FC1424| FC1425 TATE RM 2                            26.332 METERS 33917     |
 FC1424|---------------------------------------------------------------------|
 FC1424
 FC1424                          SUPERSEDED SURVEY CONTROL
 FC1424
 FC1424  NAD 83(1995)-  35 20 01.64037(N)    085 56 12.48590(W) AD(       ) 2
 FC1424  NAD 83(1995)-  35 20 01.64002(N)    085 56 12.48619(W) AD(       ) 2
 FC1424  NAD 83(1995)-  35 20 01.64272(N)    085 56 12.48283(W) AD(       ) 2
 FC1424  NAD 83(1986)-  35 20 01.64479(N)    085 56 12.48165(W) AD(       ) 2
 FC1424  NAD 27      -  35 20 01.35710(N)    085 56 12.55430(W) AD(       ) 2
 FC1424  NGVD 29 (??/??/92)  317.836  (m)         1042.77   (f) ADJ UNCH    2 0
 FC1424
 FC1424.Superseded values are not recommended for survey control.
 FC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1424.See file dsdata.txt to determine how the superseded data were derived.
 FC1424
 FC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9662510578(NAD 83)
 FC1424_MARKER: DE = TRAVERSE STATION DISK
 FC1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1424_STAMPING: TATE 1962
 FC1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1424+STABILITY: SURFACE MOTION
 FC1424
 FC1424  HISTORY     - Date     Condition        Report By
 FC1424  HISTORY     - 1962     MONUMENTED       CGS
 FC1424  HISTORY     - 1962     GOOD             CGS
 FC1424
 FC1424                          STATION DESCRIPTION
 FC1424
 FC1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1424'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF HILLSBORO AND
 FC1424'ABOUT 3-1/2 MILES NORTHWEST OF PELHAM.  MR. J. POLK TATE OWNES THE
 FC1424'PROPERTY.
 FC1424'
 FC1424'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO SOUTHEAST
 FC1424'ON U.S. HIGHWAY 41 FOR 5.6 MILES TO A SIDE ROAD RIGHT, JUST
 FC1424'BEFORE REACHING COOPERS SERVICE STATION, TURN RIGHT, ON OILED ROAD
 FC1424'AND GO 0.8 MILE TO THE STATION ON THE RIGHT.
 FC1424'
 FC1424'STATION MARK IS 50 NORTH OF THE APPROXIMATE CENTER OF AN OILED ROAD,
 FC1424'33 FEET SOUTH OF A FENCE CORNER POST, 28 FEET NORTH OF A TELEPHONE
 FC1424'POLE AND WIRE FENCE, 3.1 FEET NORTH OF A METAL WITNESS POST AND UNDER
 FC1424'A WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 FC1424'SQUARE CONCRETE POST, FLUSH AND STAMPED TATE 1962.
 FC1424'
 FC1424'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 FC1424'OILED ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS A STANDARD
 FC1424'DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 3-INCHES AND
 FC1424'STAMPED TATE NO 1 1962.
 FC1424'
 FC1424'REFERENCE MARK NO. 2 IS 50 FEET NORTHWEST OF A FENCE CORNER POST.
 FC1424'THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH
 FC1424'PROJECTS 3-INCHES AND STAMPED TATE NO 2 1962.
 FC1424'
 FC1424'AZIMUTH MARK IS 75 FEET NORTHWEST OF A POWER POLE, 21 FEET SOUTH OF
 FC1424'THE APPROXIMATE CENTER OF AN OILED ROAD AND 1.4 FEET SOUTHWEST OF A
 FC1424'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1424'CONCRETE POST, FLUSH AND STAMPED TATE 1962.
 FC1424'
 FC1424'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON OILED ROAD FOR
 FC1424'0.2 MILE TO THE MARK ON THE LEFT.
 FC1424'
 FC1424'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FC1424
 FC1424                          STATION RECOVERY (1962)
 FC1424
 FC1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1424'3.5 MI NW FROM PELHAM.
 FC1424'THE STATION IS LOCATED ABOUT 5.50 MILES SOUTHEAST OF HILLSBORO
 FC1424'AND 3.50 MILES NORTHWEST OF PELHAM ON THE PROPERTY OF MR. J. POLK
 FC1424'TATE.  TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO,
 FC1424'GO SOUTHEAST ON U.S. HIGHWAY 41 FOR 5.6 MILES TO A SIDE ROAD
 FC1424'RIGHT, JUST BEFORE REACHING COOPERS SERVICE STATION, TURN RIGHT,
 FC1424'ON OILED ROAD AND GO 0.8 MILE TO THE STATION ON THE RIGHT, 50
 FC1424'FEET NORTH OF THE APPROXIMATE CENTER OF OILED ROAD, 33 FEET
 FC1424'SOUTH OF A FENCE CORNER POST, 28 FEET NORTH OF A METAL WITNESS
 FC1424'POST AND UNDER AN WIRE FENCE.  A STANDARD TRAVERSE STATION
 FC1424'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1424'AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1427 ***********************************************************************
 FC1427  DESIGNATION -  TATE AZ MK
 FC1427  PID         -  FC1427
 FC1427  STATE/COUNTY-  TN/COFFEE
 FC1427  USGS QUAD   -  ALTO (1947)
 FC1427
 FC1427                         *CURRENT SURVEY CONTROL
 FC1427  ___________________________________________________________________
 FC1427* NAD 83(1986)-  35 20 03.     (N)    085 56 27.     (W)     SCALED    
 FC1427* NAVD 88     -       309.644  (meters)    1015.89   (feet)  ADJUSTED  
 FC1427  ___________________________________________________________________
 FC1427  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1427  DYNAMIC HT  -         309.345 (meters)    1014.91  (feet)  COMP
 FC1427  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 FC1427
 FC1427  VERT ORDER  -  SECOND    CLASS 0
 FC1427
 FC1427.The horizontal coordinates were scaled from a topographic map and have
 FC1427.an estimated accuracy of +/- 6 seconds.
 FC1427
 FC1427.The orthometric height was determined by differential leveling
 FC1427.and adjusted by the National Geodetic Survey in June 1991..
 FC1427
 FC1427.The geoid height was determined by GEOID03.
 FC1427
 FC1427.The dynamic height is computed by dividing the NAVD 88
 FC1427.geopotential number by the normal gravity value computed on the
 FC1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1427.degrees latitude (g = 980.6199 gals.).
 FC1427
 FC1427.The modeled gravity was interpolated from observed gravity values.
 FC1427
 FC1427;                    North         East    Units  Estimated Accuracy
 FC1427;SPC TN       -   111,040.      605,380.      MT  (+/- 180 meters Scaled)
 FC1427
 FC1427                          SUPERSEDED SURVEY CONTROL
 FC1427
 FC1427  NGVD 29 (??/??/92)  309.639  (m)         1015.87   (f) ADJ UNCH    2 0
 FC1427
 FC1427.Superseded values are not recommended for survey control.
 FC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1427.See file dsdata.txt to determine how the superseded data were derived.
 FC1427
 FC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE962106(NAD 83)
 FC1427_MARKER: DZ = AZIMUTH MARK DISK
 FC1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1427_STAMPING: TATE 1962
 FC1427_MARK LOGO: TNHD  
 FC1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1427+STABILITY: SURFACE MOTION
 FC1427
 FC1427  HISTORY     - Date     Condition        Report By
 FC1427  HISTORY     - 1962     MONUMENTED       CGS
 FC1427
 FC1427                          STATION DESCRIPTION
 FC1427
 FC1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1427'3.7 MI NW FROM PELHAM.
 FC1427'THE MARK IS 0.2 MILE WEST OF THE TATE STATION SITE, 75 FEET
 FC1427'NORTHWEST OF A POWER POLE, 21 FEET SOUTH OF THE APPROXIMATE
 FC1427'CENTER OF AN OILED ROAD, AND 1.4 FEET SOUTHWEST OF A METAL
 FC1427'WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF
 FC1427'A CONCRETE POST FLUSH WITH THE GROUND AND 3 FEET ABOVE THE
 FC1427'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1426 ***********************************************************************
 FC1426  DESIGNATION -  TATE RM 1
 FC1426  PID         -  FC1426
 FC1426  STATE/COUNTY-  TN/COFFEE
 FC1426  USGS QUAD   -  ALTO (1947)
 FC1426
 FC1426                         *CURRENT SURVEY CONTROL
 FC1426  ___________________________________________________________________
 FC1426* NAD 83(1986)-  35 20 01.     (N)    085 56 12.     (W)     SCALED    
 FC1426* NAVD 88     -       315.944  (meters)    1036.56   (feet)  ADJUSTED  
 FC1426  ___________________________________________________________________
 FC1426  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1426  DYNAMIC HT  -         315.639 (meters)    1035.56  (feet)  COMP
 FC1426  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 FC1426
 FC1426  VERT ORDER  -  SECOND    CLASS 0
 FC1426
 FC1426.The horizontal coordinates were scaled from a topographic map and have
 FC1426.an estimated accuracy of +/- 6 seconds.
 FC1426
 FC1426.The orthometric height was determined by differential leveling
 FC1426.and adjusted by the National Geodetic Survey in June 1991..
 FC1426
 FC1426.The geoid height was determined by GEOID03.
 FC1426
 FC1426.The dynamic height is computed by dividing the NAVD 88
 FC1426.geopotential number by the normal gravity value computed on the
 FC1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1426.degrees latitude (g = 980.6199 gals.).
 FC1426
 FC1426.The modeled gravity was interpolated from observed gravity values.
 FC1426
 FC1426;                    North         East    Units  Estimated Accuracy
 FC1426;SPC TN       -   110,980.      605,760.      MT  (+/- 180 meters Scaled)
 FC1426
 FC1426                          SUPERSEDED SURVEY CONTROL
 FC1426
 FC1426  NGVD 29 (??/??/92)  315.938  (m)         1036.54   (f) ADJ UNCH    2 0
 FC1426
 FC1426.Superseded values are not recommended for survey control.
 FC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1426.See file dsdata.txt to determine how the superseded data were derived.
 FC1426
 FC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE966105(NAD 83)
 FC1426_MARKER: DR = REFERENCE MARK DISK
 FC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1426_STAMPING: TATE NO 1 1962
 FC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1426+STABILITY: SURFACE MOTION
 FC1426
 FC1426  HISTORY     - Date     Condition        Report By
 FC1426  HISTORY     - 1962     MONUMENTED       CGS
 FC1426
 FC1426                          STATION DESCRIPTION
 FC1426
 FC1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1426'3.5 MI NW FROM PELHAM.
 FC1426'AT THE TATE STATION SITE, 68.95 FEET NORTH OF THE STATION,
 FC1426'23 FEET NORTH OF THE APPROXIMATE CENTER OF AN OILED ROAD AND
 FC1426'1 FOOT NORTH OF A WIRE FENCE.  A STANDARD REFERENCE MARK DISK
 FC1426'SET IN THE TOP OF AN CONCRETE POST PROJECTING 3 INCHES AND
 FC1426'IS ABOUT 2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1425 ***********************************************************************
 FC1425  DESIGNATION -  TATE RM 2
 FC1425  PID         -  FC1425
 FC1425  STATE/COUNTY-  TN/COFFEE
 FC1425  USGS QUAD   -  ALTO (1947)
 FC1425
 FC1425                         *CURRENT SURVEY CONTROL
 FC1425  ___________________________________________________________________
 FC1425* NAD 83(1986)-  35 20 01.     (N)    085 56 12.     (W)     SCALED    
 FC1425* NAVD 88     -       317.596  (meters)    1041.98   (feet)  ADJUSTED  
 FC1425  ___________________________________________________________________
 FC1425  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1425  DYNAMIC HT  -         317.290 (meters)    1040.98  (feet)  COMP
 FC1425  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 FC1425
 FC1425  VERT ORDER  -  SECOND    CLASS 0
 FC1425
 FC1425.The horizontal coordinates were scaled from a topographic map and have
 FC1425.an estimated accuracy of +/- 6 seconds.
 FC1425
 FC1425.The orthometric height was determined by differential leveling
 FC1425.and adjusted by the National Geodetic Survey in June 1991..
 FC1425
 FC1425.The geoid height was determined by GEOID03.
 FC1425
 FC1425.The dynamic height is computed by dividing the NAVD 88
 FC1425.geopotential number by the normal gravity value computed on the
 FC1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1425.degrees latitude (g = 980.6199 gals.).
 FC1425
 FC1425.The modeled gravity was interpolated from observed gravity values.
 FC1425
 FC1425;                    North         East    Units  Estimated Accuracy
 FC1425;SPC TN       -   110,980.      605,760.      MT  (+/- 180 meters Scaled)
 FC1425
 FC1425                          SUPERSEDED SURVEY CONTROL
 FC1425
 FC1425  NGVD 29 (??/??/92)  317.590  (m)         1041.96   (f) ADJ UNCH    2 0
 FC1425
 FC1425.Superseded values are not recommended for survey control.
 FC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1425.See file dsdata.txt to determine how the superseded data were derived.
 FC1425
 FC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE966105(NAD 83)
 FC1425_MARKER: DR = REFERENCE MARK DISK
 FC1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1425_STAMPING: TATE NO 2 1962
 FC1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1425+STABILITY: SURFACE MOTION
 FC1425
 FC1425  HISTORY     - Date     Condition        Report By
 FC1425  HISTORY     - 1962     MONUMENTED       CGS
 FC1425
 FC1425                          STATION DESCRIPTION
 FC1425
 FC1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1425'3.5 MI NW FROM PELHAM.
 FC1425'AT THE TATE STATION SITE, 86.39 FEET SOUTHWEST OF THE STATION,
 FC1425'50 FEET NORTHWEST OF A FENCE CORNER POST.  A STANDARD REFERENCE
 FC1425'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FC1425'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3526 ***********************************************************************
 GA3526  DESIGNATION -  TAYLOR
 GA3526  PID         -  GA3526
 GA3526  STATE/COUNTY-  TN/CLAIBORNE
 GA3526  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3526
 GA3526                         *CURRENT SURVEY CONTROL
 GA3526  ___________________________________________________________________
 GA3526* NAD 83(1995)-  36 23 51.96695(N)    083 28 56.45107(W)     ADJUSTED  
 GA3526* NAVD 88     -       519.3    (meters)    1704.     (feet)  VERTCON   
 GA3526  ___________________________________________________________________
 GA3526  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 GA3526  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA3526
 GA3526  HORZ ORDER  -  SECOND
 GA3526
 GA3526.The horizontal coordinates were established by classical geodetic methods
 GA3526.and adjusted by the National Geodetic Survey in April 1999..
 GA3526
 GA3526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3526
 GA3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3526
 GA3526.The geoid height was determined by GEOID03.
 GA3526
 GA3526;                    North         East     Units Scale Factor Converg.
 GA3526;SPC TN       -   231,956.517   825,829.755   MT  0.99999670   +1 28 26.2
 GA3526;SPC TN       -   761,010.67  2,709,409.79   sFT  0.99999670   +1 28 26.2
 GA3526;UTM  17      - 4,030,930.933   277,380.047   MT  1.00021065   -1 28 25.0
 GA3526
 GA3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3526!SPC TN       -   0.99992336  x   0.99999670  =   0.99992006
 GA3526!UTM  17      -   0.99992336  x   1.00021065  =   1.00013399
 GA3526
 GA3526|---------------------------------------------------------------------|
 GA3526| PID    Reference Object                     Distance      Geod. Az  |
 GA3526|                                                           dddmmss.s |
 GA3526| DC2560 TAYLOR RM 1                           7.083 METERS 06419     |
 GA3526| DC2561 TAYLOR RM 2                           8.879 METERS 25708     |
 GA3526| GA2105 TAYLOR AZ MK                        APPROX. 1.0 KM 3360713.1 |
 GA3526|---------------------------------------------------------------------|
 GA3526
 GA3526                          SUPERSEDED SURVEY CONTROL
 GA3526
 GA3526  NAD 83(1995)-  36 23 51.96998(N)    083 28 56.45354(W) AD(       ) 2
 GA3526  NAD 83(1995)-  36 23 51.97027(N)    083 28 56.44522(W) AD(       ) 2
 GA3526  NAD 83(1995)-  36 23 51.97495(N)    083 28 56.45230(W) AD(       ) 2
 GA3526  NAD 83(1986)-  36 23 51.97699(N)    083 28 56.45212(W) AD(       ) 2
 GA3526  NAD 27      -  36 23 51.66726(N)    083 28 56.80555(W) AD(       ) 2
 GA3526  NGVD 29 (07/19/86)  519.4    (m)         1704.     (f) VERT ANG       
 GA3526
 GA3526.Superseded values are not recommended for survey control.
 GA3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3526.See file dsdata.txt to determine how the superseded data were derived.
 GA3526
 GA3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7738030931(NAD 83)
 GA3526_MARKER: DD = SURVEY DISK
 GA3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3526
 GA3526  HISTORY     - Date     Condition        Report By
 GA3526  HISTORY     - 1963     MONUMENTED       TNHD
 GA3526
 GA3526                          STATION DESCRIPTION
 GA3526
 GA3526'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3526'THE STATION IS LOCATED ON RAVEN RIDGE, ABOUT 6 MILES NORTHEAST OF
 GA3526'TAZWELL AND 5 MILES
 GA3526'NORTHWEST OF THORN HILL ON THE PROPERTY OF LEONARD D.  TYLOR.
 GA3526'
 GA3526'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA3526'NORTHWESTERLY ON U.  S.
 GA3526'HIGHWAY 25E FOR 4.8 MILES TO A SIDE ROAD ON THE LEFT, TURN
 GA3526'SHARP LEFT AND GO 1.2
 GA3526'MILES TO A Y, KEEP RIGHT AND GO 1.0 MILE TO A
 GA3526'FIELD ROAD ON THE RIGHT, TURN SHARP
 GA3526'RIGHT AND GO UP SOUTH SIDE OF A
 GA3526'FENCE FOR 0.15 MILE TO THE TOP OF THE HILL, CONTINUE
 GA3526'ABOUT 0.05 MILE
 GA3526'TO THE STATION ON THE LEFT AS DESCRIBED.
 GA3526'
 GA3526'THE STATION IS 17 FEET WEST OF A 6-INCH, TWIN-TRUNKED OAK TREE, 11
 GA3526'FEET SOUTH OF A WIRE
 GA3526'FENCE, 6.9 FEET NORTH OF A WITNESS POST, AND NEAR THE
 GA3526'CENTER OF AN ABANDONED TRACK
 GA3526'ROAD.  THE SURFACE AND UNDERGROUND MARKS
 GA3526'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA3526'AND ARE STAMPED
 GA3526'TAYLOR 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA3526'SURFACE.  THE
 GA3526'SURFACE DISK IS SET IN A 10-INCH SQUARE, CONCRETE
 GA3526'MONUMENT THAT IS ABOUT 2 INCHES
 GA3526'BELOW THE SURFACE.
 GA3526'
 GA3526'REFERENCE MARK NO. 1 IS 11 FEET SOUTH OF A WIRE FENCE, 11 FEET EAST
 GA3526'OF A 6-INCH,
 GA3526'TWIN-TRUNKED OAK TREE AND 4 FEET NORTH OF THE APPROXIMATE
 GA3526'CENTER OF THE ABANDONED
 GA3526'TRACK ROAD.  IT IS A STANDARD TENNESSEE
 GA3526'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3526'SQUARE, CONCRETE MONUMENT
 GA3526'ABOUT 2 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 GA3526'TAYLOR RM-1 1963.
 GA3526'
 GA3526'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GA3526'ABANDONED TRACK ROAD, 4 FEET
 GA3526'SOUTH OF A WIRE FENCE AND 2 FEET SOUTHWEST OF A
 GA3526'4-INCH HICKORY TREE.  IT IS S
 GA3526'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3526'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3526'MONUMENT AND THE DISK IS STAMPED TAYLOR RM 2 1963.
 GA3526'
 GA3526'THE AZIMUTH MARK IS 40 FEET NORTH AND ABOUT 10 FEET ABOVE THE
 GA3526'APPROXIMATE OF U. S.
 GA3526'HIGHWAY 25E, 4 FEET SOUTH OF A POWERLINE POLE AND 3.2 FEET
 GA3526'SOUTH OF A METAL WITNESS
 GA3526'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3526'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3526'CONCRETE MONUMENT FLUSH WITH
 GA3526'THE SURFACE AND THE DISK IS STAMPED TAYLOR AZI 1963.
 GA3526'
 GA3526'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN THORN HILL, GO
 GA3526'NORTHWESTERLY ON U.  S.
 GA3526'HIGHWAY 25E FOR 6.2 MILES THE THE MARK ON THE RIGHT AS
 GA3526'DESCRIBED.
 GA3526'
 GA3526'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2243 ***********************************************************************
 GC2243  DESIGNATION -  TAYLOR 2
 GC2243  PID         -  GC2243
 GC2243  STATE/COUNTY-  TN/DAVIDSON
 GC2243  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2243
 GC2243                         *CURRENT SURVEY CONTROL
 GC2243  ___________________________________________________________________
 GC2243* NAD 83(1995)-  36 14 42.51012(N)    086 44 42.81387(W)     ADJUSTED  
 GC2243* NAVD 88     -       219.9    (meters)     721.     (feet)  VERTCON   
 GC2243  ___________________________________________________________________
 GC2243  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GC2243  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2243
 GC2243  HORZ ORDER  -  SECOND
 GC2243
 GC2243.The horizontal coordinates were established by classical geodetic methods
 GC2243.and adjusted by the National Geodetic Survey in April 1999..
 GC2243
 GC2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2243
 GC2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2243
 GC2243.The geoid height was determined by GEOID03.
 GC2243
 GC2243;                    North         East     Units Scale Factor Converg.
 GC2243;SPC TN       -   212,370.660   533,018.621   MT  0.99997407   -0 26 10.6
 GC2243;SPC TN       -   696,752.74  1,748,745.26   sFT  0.99997407   -0 26 10.6
 GC2243;UTM  16      - 4,011,168.899   522,890.915   MT  0.99960646   +0 09 02.3
 GC2243
 GC2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2243!SPC TN       -   0.99997011  x   0.99997407  =   0.99994418
 GC2243!UTM  16      -   0.99997011  x   0.99960646  =   0.99957658
 GC2243
 GC2243|---------------------------------------------------------------------|
 GC2243| PID    Reference Object                     Distance      Geod. Az  |
 GC2243|                                                           dddmmss.s |
 GC2243| CG7635 TAYLOR 2 RM 6                         9.176 METERS 10937     |
 GC2243| CG7636 TAYLOR 2 RM 7                        12.777 METERS 22427     |
 GC2243| GC2282 TAYLOR 2 AZ MK                      APPROX. 0.8 KM 2325024.3 |
 GC2243| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 4.6 KM 3034127.7 |
 GC2243|---------------------------------------------------------------------|
 GC2243
 GC2243                          SUPERSEDED SURVEY CONTROL
 GC2243
 GC2243  NAD 83(1995)-  36 14 42.51184(N)    086 44 42.81577(W) AD(       ) 2
 GC2243  NAD 83(1995)-  36 14 42.51477(N)    086 44 42.81618(W) AD(       ) 2
 GC2243  NAD 83(1986)-  36 14 42.52033(N)    086 44 42.81681(W) AD(       ) 2
 GC2243  NAD 27      -  36 14 42.32663(N)    086 44 42.82278(W) AD(       ) 2
 GC2243  NGVD 29 (07/19/86)  219.9    (m)          721.     (f) VERT ANG       
 GC2243
 GC2243.Superseded values are not recommended for survey control.
 GC2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2243.See file dsdata.txt to determine how the superseded data were derived.
 GC2243
 GC2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2289111169(NAD 83)
 GC2243_MARKER: DS = TRIANGULATION STATION DISK
 GC2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2243
 GC2243  HISTORY     - Date     Condition        Report By
 GC2243  HISTORY     - 1967     MONUMENTED       CGS
 GC2243  HISTORY     - 1977     GOOD             NGS
 GC2243
 GC2243                          STATION DESCRIPTION
 GC2243
 GC2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2243'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF DOWNTOWN NASHVILLE,
 GC2243'ATOP A HIGH, ROCK CUT ALONG THE SOUTHEAST RIGHT-OF-WAY OF INTERSTATE
 GC2243'ROUTE 65, 1 MILE NORTHEAST OF THE U.S. HIGHWAYS 41 AND 31W AND
 GC2243'INTERSTATE ROUTE 65 INTERCHANGE, AND 1/2 MILE NORTHEAST OF THE
 GC2243'BRILEY PARKWAY AND INTERSTATE ROUTE 65 INTERCHANGE.
 GC2243'
 GC2243'TO REACH THE STATION FROM THE U.S. HIGHWAYS 41 AND 31W AND INTERSTATE
 GC2243'ROUTE 65 INTERCHANGE NORTH OF NASHVILLE, GO NORTHEASTERLY ON
 GC2243'INTERSTATE ROUTE 65 FOR 0.4 OF A MILE TO THE BRILEY PARKWAY
 GC2243'INTERCHANGE, AND THE AZIMUTH MARK AS DESCRIBED. CONTINUE
 GC2243'NORTHEASTELY ON INTERSTATE ROUTE 65 FOR 0.5 OF A MILE TO A HIGH, ROCK
 GC2243'CUT ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC2243'
 GC2243'THE STATION IS 48 FEET NORTHEAST OF THE EDGE OF THE FIRST VERTICAL
 GC2243'CUT OF THE BANK, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.0
 GC2243'FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A
 GC2243'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC2243'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED TAYLOR 2 1967.
 GC2243'
 GC2243'REFERENCE MARK NO. 6 IS LOCATED IN A WOODED AREA EAST OF THE STATION,
 GC2243'74 FEET SOUTHEAST OF THE EDGE OF THE FIRST VERTICAL CUT OF
 GC2243'THE BANK, 31 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT
 GC2243'NORTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 GC2243'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GC2243'2 INCHES AND THE DISK IS STAMPED TAYLOR 2 NO 6 1967.
 GC2243'
 GC2243'REFERENCE MARK NO. 7 IS LOCATED ALONG THE EDGE OF THE WOODS
 GC2243'SOUTH-SOUTHWEST OF THE STATION, 50 FEET SOUTHEAST OF THE EDGE OF
 GC2243'THE FIRST VERTICAL CUT OF THE BANK, 4 FEET SOUTHEAST OF THE
 GC2243'RIGHT-OF-WAY FENCE, AND 1.0 FOOT NORTH-NORTHEAST OF A METAL WITNESS
 GC2243'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GC2243'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TAYLOR 2 NO
 GC2243'7 1967.
 GC2243'
 GC2243'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 6 AND
 GC2243'REFERENCE MARK NO. 7 IS 61.00 FEET 18.592 METERS.
 GC2243'
 GC2243'THE AZIMUTH MARK IS LOCATED IN THE CONCRETE GRADE PAD OF THE BRILEY
 GC2243'PARKWAY AND INTERSTATE ROUTE 65 INTERCHANGE, 13.5 FEET EAST OF THE
 GC2243'NORTHWEST CORNER OF THE OVERPASS ABUTMENT, 6 FEET BELOW THE LEVEL OF
 GC2243'THE WESTBOUND LANES, AND 1.5 FEET SOUTH OF THE NORTH EDGE OF THE
 GC2243'GRADE PAD. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GC2243'CONCRETE GRADE PAD AND THE DISK IS STAMPED TAYLOR 2 1967.
 GC2243'
 GC2243'NOTE-TAYLOR 1879 1933 IS NOW COMPLETELY DESTROYED.
 GC2243'
 GC2243'THE STATION MUST BE PACKED TO FROM THE HIGHWAY AND CAN BE REACHED
 GC2243'FROM EITHER END OF THE ROCK CUT.
 GC2243
 GC2243                          STATION RECOVERY (1977)
 GC2243
 GC2243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2243'THE STATION WAS OCCUPIED TO VERIFY THE POSITION OF THE AZIMUTH MARK.
 GC2243'THE STATION MARK AND REFERENCE MARKS ALONG WITH THE AZIMUTH MARK
 GC2243'WERE FOUND IN GOOD CONDITION AND AS DESCRIBED.  THE REFERENCE MARKS
 GC2243'WERE NOT MEASURE TO NOR CUT IN AT THIS TIME DUE TO HEAVY
 GC2243'UNDERGROWTH AND POISON IVY AT THE SITE.
 GC2243'
 GC2243'THE DIRECTION TO THE AZIMUTH MARK CHECKED WITHIN 1.7 SECONDS AND
 GC2243'ASSUMED TO BE IN ITS ORIGINAL POSITION.  EVIDENTLY ANY MOVEMENT AT
 GC2243'THIS POINT IS VERTICAL.
 GC2243'
 GC2243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES NORTH
 GC2243'OF DOWNTOWN NASHVILLE.
 GC2243'
 GC2243'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2282 ***********************************************************************
 GC2282  DESIGNATION -  TAYLOR 2 AZ MK
 GC2282  PID         -  GC2282
 GC2282  STATE/COUNTY-  TN/DAVIDSON
 GC2282  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2282
 GC2282                         *CURRENT SURVEY CONTROL
 GC2282  ___________________________________________________________________
 GC2282* NAD 83(1995)-  36 14 27.48227(N)    086 45 07.28860(W)     ADJUSTED  
 GC2282* NAVD 88     -       202.9    (meters)     666.     (feet)  VERTCON   
 GC2282  ___________________________________________________________________
 GC2282  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2282  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2282
 GC2282  HORZ ORDER  -  SECOND
 GC2282
 GC2282.The horizontal coordinates were established by classical geodetic methods
 GC2282.and adjusted by the National Geodetic Survey in April 1999..
 GC2282
 GC2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2282
 GC2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2282
 GC2282.The geoid height was determined by GEOID03.
 GC2282
 GC2282;                    North         East     Units Scale Factor Converg.
 GC2282;SPC TN       -   211,912.153   532,404.017   MT  0.99997355   -0 26 25.0
 GC2282;SPC TN       -   695,248.46  1,746,728.85   sFT  0.99997355   -0 26 25.0
 GC2282;UTM  16      - 4,010,704.292   522,281.264   MT  0.99960612   +0 08 47.8
 GC2282
 GC2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2282!SPC TN       -   0.99997278  x   0.99997355  =   0.99994633
 GC2282!UTM  16      -   0.99997278  x   0.99960612  =   0.99957891
 GC2282
 GC2282:                Primary Azimuth Mark                     Grid Az
 GC2282:SPC TN       -  TAYLOR 2                                 053 16 34.8
 GC2282:UTM  16      -  TAYLOR 2                                 052 41 22.0
 GC2282
 GC2282|---------------------------------------------------------------------|
 GC2282| PID    Reference Object                     Distance      Geod. Az  |
 GC2282|                                                           dddmmss.s |
 GC2282| GC2243 TAYLOR 2                            APPROX. 0.8 KM 0525009.8 |
 GC2282| GC2281 TAYLOR RESET                        427.991 METERS 3383522.4 |
 GC2282|---------------------------------------------------------------------|
 GC2282
 GC2282                          SUPERSEDED SURVEY CONTROL
 GC2282
 GC2282  NAD 83(1995)-  36 14 27.48400(N)    086 45 07.29050(W) AD(       ) 2
 GC2282  NAD 83(1995)-  36 14 27.48689(N)    086 45 07.29093(W) AD(       ) 2
 GC2282  NAD 83(1986)-  36 14 27.49245(N)    086 45 07.29162(W) AD(       ) 2
 GC2282  NAD 27      -  36 14 27.29677(N)    086 45 07.29943(W) AD(       ) 2
 GC2282  NGVD 29 (07/19/86)  202.9    (m)          666.     (f) VERT ANG       
 GC2282
 GC2282.Superseded values are not recommended for survey control.
 GC2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2282.See file dsdata.txt to determine how the superseded data were derived.
 GC2282
 GC2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2228110704(NAD 83)
 GC2282_MARKER: DZ = AZIMUTH MARK DISK
 GC2282_SETTING: 0 = UNSPECIFIED SETTING
 GC2282_MARK LOGO: CGS   
 GC2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2282
 GC2282  HISTORY     - Date     Condition        Report By
 GC2282  HISTORY     - 1967     MONUMENTED       CGS
 GC2282
 GC2282                          STATION DESCRIPTION
 GC2282
 GC2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2282'SEE STATION TAYLOR 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2105 ***********************************************************************
 GA2105  DESIGNATION -  TAYLOR AZ MK
 GA2105  PID         -  GA2105
 GA2105  STATE/COUNTY-  TN/CLAIBORNE
 GA2105  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2105
 GA2105                         *CURRENT SURVEY CONTROL
 GA2105  ___________________________________________________________________
 GA2105* NAD 83(1995)-  36 24 21.32207(N)    083 29 12.52843(W)     ADJUSTED  
 GA2105* NAVD 88     -       326.505  (meters)    1071.21   (feet)  ADJUSTED  
 GA2105  ___________________________________________________________________
 GA2105  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GA2105  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA2105  DYNAMIC HT  -         326.212 (meters)    1070.25  (feet)  COMP
 GA2105  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GA2105
 GA2105  HORZ ORDER  -  SECOND
 GA2105  VERT ORDER  -  SECOND    CLASS 0
 GA2105
 GA2105.The horizontal coordinates were established by classical geodetic methods
 GA2105.and adjusted by the National Geodetic Survey in April 1999..
 GA2105
 GA2105.The orthometric height was determined by differential leveling
 GA2105.and adjusted by the National Geodetic Survey in June 1991..
 GA2105
 GA2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2105
 GA2105.The geoid height was determined by GEOID03.
 GA2105
 GA2105.The dynamic height is computed by dividing the NAVD 88
 GA2105.geopotential number by the normal gravity value computed on the
 GA2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2105.degrees latitude (g = 980.6199 gals.).
 GA2105
 GA2105.The modeled gravity was interpolated from observed gravity values.
 GA2105
 GA2105;                    North         East     Units Scale Factor Converg.
 GA2105;SPC TN       -   232,850.763   825,406.022   MT  0.99999811   +1 28 16.7
 GA2105;SPC TN       -   763,944.54  2,708,019.59   sFT  0.99999811   +1 28 16.7
 GA2105;UTM  17      - 4,031,845.982   277,002.780   MT  1.00021272   -1 28 35.5
 GA2105
 GA2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2105!SPC TN       -   0.99995361  x   0.99999811  =   0.99995172
 GA2105!UTM  17      -   0.99995361  x   1.00021272  =   1.00016632
 GA2105
 GA2105                          SUPERSEDED SURVEY CONTROL
 GA2105
 GA2105  NAD 83(1995)-  36 24 21.32510(N)    083 29 12.53090(W) AD(       ) 2
 GA2105  NAD 83(1995)-  36 24 21.32530(N)    083 29 12.52282(W) AD(       ) 2
 GA2105  NAD 83(1995)-  36 24 21.33020(N)    083 29 12.52959(W) AD(       ) 2
 GA2105  NAD 83(1986)-  36 24 21.33212(N)    083 29 12.52935(W) AD(       ) 2
 GA2105  NAD 27      -  36 24 21.02329(N)    083 29 12.88127(W) AD(       ) 2
 GA2105  NGVD 29 (??/??/??)  326.68   (m)         1071.8    (f) RESET       3  
 GA2105
 GA2105.Superseded values are not recommended for survey control.
 GA2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2105.See file dsdata.txt to determine how the superseded data were derived.
 GA2105
 GA2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7700331846(NAD 83)
 GA2105_MARKER: DD = SURVEY DISK
 GA2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2105_STAMPING: TAYLOR AZI 1963
 GA2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2105+STABILITY: SURFACE MOTION
 GA2105
 GA2105  HISTORY     - Date     Condition        Report By
 GA2105  HISTORY     - 1963     MONUMENTED       TNHD
 GA2105  HISTORY     - 1963     GOOD             TNGS
 GA2105
 GA2105                          STATION DESCRIPTION
 GA2105
 GA2105'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2105'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN THORN HILL, GO
 GA2105'NORTHWESTERLY ON U.  S.
 GA2105'HIGHWAY 25E FOR 6.2 MILES THE THE MARK ON THE RIGHT AS
 GA2105'DESCRIBED.
 GA2105'
 GA2105'THE AZIMUTH MARK IS 40 FEET NORTH AND ABOUT 10 FEET ABOVE THE
 GA2105'APPROXIMATE OF U.  S.
 GA2105'HIGHWAY 25E, 4 FEET SOUTH OF A POWERLINE POLE AND 3.2 FEET
 GA2105'SOUTH OF A METAL WITNESS
 GA2105'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2105'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2105'CONCRETE MONUMENT FLUSH WITH
 GA2105'THE SURFACE AND THE DISK IS STAMPED TAYLOR AZI 1963.
 GA2105
 GA2105                          STATION RECOVERY (1963)
 GA2105
 GA2105'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2105'6.2 MI NW FROM THORN HILL.
 GA2105'FROM THE POST OFFICE IN THORN HILL, GO NORTHWESTERLY ON U.S.
 GA2105'HIGHWAY 25E FOR 6.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 GA2105'40 FEET NORTH AND ABOUT 10 FEET ABOVE THE CENTERLINE OF U.S.
 GA2105'HIGHWAY 25E, 4 FEET SOUTH OF A POWERLINE POLE AND 3.2 FEET
 GA2105'SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2105'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GA2105'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2281 ***********************************************************************
 GC2281  DESIGNATION -  TAYLOR RESET
 GC2281  PID         -  GC2281
 GC2281  STATE/COUNTY-  TN/DAVIDSON
 GC2281  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2281
 GC2281                         *CURRENT SURVEY CONTROL
 GC2281  ___________________________________________________________________
 GC2281* NAD 83(1995)-  36 14 40.40934(N)    086 45 13.54610(W)     ADJUSTED  
 GC2281* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 GC2281  ___________________________________________________________________
 GC2281  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2281  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2281
 GC2281  HORZ ORDER  -  FIRST
 GC2281
 GC2281.The horizontal coordinates were established by classical geodetic methods
 GC2281.and adjusted by the National Geodetic Survey in April 1999..
 GC2281
 GC2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2281
 GC2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2281
 GC2281.The geoid height was determined by GEOID03.
 GC2281
 GC2281;                    North         East     Units Scale Factor Converg.
 GC2281;SPC TN       -   212,311.787   532,250.851   MT  0.99997400   -0 26 28.6
 GC2281;SPC TN       -   696,559.59  1,746,226.33   sFT  0.99997400   -0 26 28.6
 GC2281;UTM  16      - 4,011,102.189   522,124.071   MT  0.99960603   +0 08 44.1
 GC2281
 GC2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2281!SPC TN       -   0.99996192  x   0.99997400  =   0.99993592
 GC2281!UTM  16      -   0.99996192  x   0.99960603  =   0.99956796
 GC2281
 GC2281|---------------------------------------------------------------------|
 GC2281| PID    Reference Object                     Distance      Geod. Az  |
 GC2281|                                                           dddmmss.s |
 GC2281| CG7631 TAYLOR RM 2 RESET                    14.036 METERS 01446     |
 GC2281| CG7633 TAYLOR RM 4                          16.005 METERS 02214     |
 GC2281| GC2204 MADISON RADIO STA WENO MAST         APPROX. 4.6 KM 0474328.9 |
 GC2281| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX. 9.4 KM 0705640.6 |
 GC2281| GC2235 MADISON SUBURBAN UTIL DIST TK       APPROX. 4.0 KM 1130604.5 |
 GC2281| GC2282 TAYLOR 2 AZ MK                      427.991 METERS 1583518.7 |
 GC2281| CG7634 TAYLOR RM 5                          15.172 METERS 22114     |
 GC2281| CG7630 TAYLOR RM 1                          10.000 METERS 27900     |
 GC2281| CG7632 TAYLOR RM 3                           9.726 METERS 28146     |
 GC2281| GC2357 AIRWAY BEACON 23                    APPROX.12.1 KM 2934025.8 |
 GC2281| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 4.0 KM 3103250.4 |
 GC2281| GC2329 AIRWAY BEACON 24                    APPROX.20.7 KM 3361236.9 |
 GC2281| CG7629 TAYLOR AZ MK                                       3375416.0 |
 GC2281| GC2351 UNION HILL BELL TT MICROWAVE        APPROX.12.2 KM 3465716.0 |
 GC2281| GC2344 NASHVILLE RADIO STA WLAC MAST       APPROX. 3.0 KM 3525628.5 |
 GC2281|---------------------------------------------------------------------|
 GC2281
 GC2281                          SUPERSEDED SURVEY CONTROL
 GC2281
 GC2281  NAD 83(1995)-  36 14 40.41107(N)    086 45 13.54800(W) AD(       ) 1
 GC2281  NAD 83(1995)-  36 14 40.41397(N)    086 45 13.54846(W) AD(       ) 1
 GC2281  NAD 83(1986)-  36 14 40.41955(N)    086 45 13.54914(W) AD(       ) 1
 GC2281  NAD 27      -  36 14 40.22535(N)    086 45 13.55753(W) AD(       ) 1
 GC2281  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 GC2281
 GC2281.Superseded values are not recommended for survey control.
 GC2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2281.See file dsdata.txt to determine how the superseded data were derived.
 GC2281
 GC2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2212411102(NAD 83)
 GC2281_MARKER: X = CHISELED CROSS
 GC2281_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2281_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GC2281
 GC2281  HISTORY     - Date     Condition        Report By
 GC2281  HISTORY     - 1965     MONUMENTED       CGS
 GC2281  HISTORY     - 1933     GOOD             CGS
 GC2281  HISTORY     - 1953     GOOD             CGS
 GC2281  HISTORY     - 1959     GOOD             CGS
 GC2281  HISTORY     - 1961     GOOD             TNHD
 GC2281  HISTORY     - 1965     GOOD             TNHD
 GC2281  HISTORY     - 1967     GOOD             CGS
 GC2281
 GC2281                          STATION DESCRIPTION
 GC2281
 GC2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (AHB)
 GC2281'ABOUT 7 MILES SOUTHWEST OF GOODLETTSVILLE, 6 MILES NORTH OF
 GC2281'NASHVILLE, 300 YARDS EAST OF U.S. ROUTE 31W, ON TOP OF
 GC2281'PROMINENT HILL KNOWN AS TAYLORS KNOB, AND ON LAND OWNED BY CLARK
 GC2281'HAMMOND. TO REACH FROM CORNER OF EIGHTH STREET AND BROADWAY IN
 GC2281'NASHVILLE, GO WEST 0.5 MILE ON BROADWAY (U.S. ROUTE 31), TURN LEFT
 GC2281'ALONG RIVER AND GO NORTH 0.35 MILE, TURN RIGHT, CROSS BRIDGE OVER
 GC2281'CUMBERLAND RIVER, GO 0.3 MILE TO JUNCTION OF U.S. ROUTE 31E AND U.S.
 GC2281'ROUTE 31W, TURN LEFT ONTO U.S. ROUTE 31W AND GO NORTH 3.9 MILES TO
 GC2281'SUMMIT OF HIGHWAY GRADE FROM WHICH TAYLORS KNOB MAY BE SEEN STRAIGHT
 GC2281'AHEAD, CONTINUE 1.5 MILES TO SUMMIT OF GRADE AT STONE QUARRY ON
 GC2281'LEFT, AND PROCEED EAST ABOUT 300 YARDS TO STATION SITE ON TOP OF
 GC2281'HILL. TO REACH FROM GOODLETTSVILLE, GO SOUTH 7 MILES ON ROUTE 41E
 GC2281'(OLD DICKERSON PIKE) TO TOP OF SMALL STONE QUARRY ON RIGHT AND THEN
 GC2281'PROCEED AS MENTIONED ABOVE. STATION IS 100 FEET SOUTHWEST OF
 GC2281'NORTHEAST END OF HILL, 75 FEET NORTHEAST OF SOUTHWEST END OF HILL,
 GC2281'AND 15 FEET NORTHWEST OF 15-INCH WALNUT TREE WITH TRIANGULAR BLAZE ON
 GC2281'NORTHWEST SIDE. ORIGINAL SURFACE MARK WAS STONE POST 1 FOOT SQUARE
 GC2281'AND 2-1/2 FEET LONG, WITH CROSS IN TOP MARKING STATION, AND
 GC2281'PROJECTING 3 INCHES ABOVE SURFACE OF GROUND. ORIGINAL
 GC2281'UNDERGROUND MARK WAS BLACK BOTTLE FILLED WITH ASHES, CENTER OF MOUTH
 GC2281'MARKING STATION. NO REFERENCE MARKS WERE SET. RECOVERED AND
 GC2281'RE-MARKED IN 1930. SURFACE MARK HAD BEEN DESTROYED BUT UNDERGROUND
 GC2281'MARK WAS LOCATED, SURFACE MARK IS STANDARD STATION DISK IN CONCRETE
 GC2281'AT CENTER OF TOP OF 10-INCH TILE, FLUSH WITH GROUND.
 GC2281'UNDERGROUND MARK IS STANDARD STATION DISK IN 8-INCH CUBE OF CONCRETE,
 GC2281'3-1/2 FEET BELOW SURFACE OF GROUND. REFERENCE MARK NO. 1 IS
 GC2281'STANDARD REFERENCE DISK IN CONCRETE IN TOP OF 8-INCH TILE,
 GC2281'PROJECTION 8 INCHES ABOVE SURFACE OF GROUND, 2 FEET EAST OF 10-INCH
 GC2281'WALNUT TREE, AND 10.0 METERS (33 FEET) FROM STATION.
 GC2281'NO. 2 (1930) WAS MARKED LIKE NO. 1 AND WAS 14.0 METERS
 GC2281'(46 FEET) FROM STATION. IN 1933
 GC2281'REFERENCE MARK NO. 2, WHICH HAD BEEN DISTURBED, WAS RESET, AND AN
 GC2281'AZIMUTH MARK WAS ADDED. BOTH MARKS ARE STANDARD REFERENCE DISKS IN
 GC2281'CONCRETE.  REFERENCE MARK NO. 2 (1933) PROJECTS 8 INCHES,
 GC2281'AND IS 12 FEET SOUTH OF 18-INCH OAK TREE, AND 14.3 METERS (47
 GC2281'FEET) FROM STATION.  AZIMUTH MARK PROJECTS
 GC2281'6 INCHES, AND IS ON RIGHT-OF-WAY OF U.S. ROUTE 31W, 150 YARDS NORTH
 GC2281'OF MIDWAY GARDENS LUNCH ROOM AND SERVICE STATION, 39.5 FEET EAST OF
 GC2281'CENTER LINE OF PAVEMENT, 0.5 FOOT WEST OF RIGHT-OF-WAY FENCE, AND
 GC2281'APPROXIMATELY 0.5 MILE FROM STATION.
 GC2281
 GC2281                          STATION RECOVERY (1953)
 GC2281
 GC2281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2281'STATION WAS RECOVERED AS DESCRIBED IN 1933. STATION, REFERENCE MARK
 GC2281'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GC2281'REFERENCE MARK NO. 1 HAD BEEN DESTROYED. THE DISTANCES AND DIRECTIONS
 GC2281'TO REFERENCE MARK NO.2 AND THE AZIMUTH MARK CHECKED. A NEW REFERENCE
 GC2281'MARK, REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY. THE
 GC2281'FOLLOWING MEASUREMENTS WERE ADDED TO THE ORIGINAL DESCRIPTION, THE
 GC2281'STATION IS NOW ON THE PROPERTY OF B.L. OAKLEY. THE STATION MARK IS 58
 GC2281'FEET SOUTHEAST OF A 30 INCH HACKBERRY TREE AND 7 FEET EAST OF
 GC2281'A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2281'TAYLOR 1880 1930.
 GC2281'
 GC2281'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF THE HACKBERRY TREE. THE
 GC2281'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED TAYLOR
 GC2281'1880 1930.
 GC2281'
 GC2281'REFERENCE MARK NO. 3 IS 2 FEET NORTH OF A SHATTERED PIECE OF TILE
 GC2281'FILLED WITH CONCRETE. THE MARK IS A 6 INCH CAST IRON PIPE, FILLED
 GC2281'WITH CONCRETE, PROJECTING ABOUT 4 INCHES WITH A REFERENCE MARK DISK
 GC2281'IN THE TOP STAMPED TAYLOR NO 3 1880 1930.
 GC2281'
 GC2281'AZIMUTH MARK IS 42 FEET EAST OF THE CENTER OF U.S. HIGHWAY NOS. 41
 GC2281'AND 31W, 6 FEET SOUTHEAST OF A POWER POLE, 1 FOOT WEST OF A FENCE
 GC2281'AND 1 FOOT SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2
 GC2281'INCHES AND THE DISK IS STAMPED TAYLOR AZIMUTH 1933.
 GC2281'
 GC2281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS. 41 AND
 GC2281'31W AND STATE HIGHWAY 65 IN THE NORTHEAST SECTION OF NASHVILLE, GO
 GC2281'NORTH ON HIGHWAY NOS. 41 AND 31W FOR 3.9 MILES TO GATE ON THE RIGHT
 GC2281'AT THE SOUTH END OF A ROCK LEDGE IN HIGHWAY CUT.* TURN RIGHT
 GC2281'THROUGH GATE AND GO EAST UP HILL ALONG SOUTH SIDE OF FENCE FOR ABOUT
 GC2281'0.1 MILE TO A GATE ON THE LEFT. TURN LEFT THROUGH GATE AND GO NORTH
 GC2281'ON VERY DIM TRAIL UP STEEP GRADE TO TOP OF HILL AND STATION AS
 GC2281'DESCRIBED.
 GC2281'
 GC2281'TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE NORTH ON THE
 GC2281'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2281'
 GC2281'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2281
 GC2281                          STATION RECOVERY (1959)
 GC2281
 GC2281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2281'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND THE
 GC2281'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. A
 GC2281'DISCREPANCY WAS FOUND IN THE MEASUREMENT OF REFERENCE MARK NO. 2. THE
 GC2281'STAMPING OF REFERENCE MARK NO. 2 IN THE 1953 DESCRIPTION WAS FOUND
 GC2281'IN ERROR. REFERENCE MARK NO. 2 IS STAMPED TAYLOR NO 2 1880 1930. THE
 GC2281'STAMPING OF REFERENCE MARK NO.3 IN THE 1953 DESCRIPTION WAS
 GC2281'FOUND IN ERROR. REFERENCE MARK NO.3 IS STAMPED TAYLOR NO 3. THE
 GC2281'WITNESS POST WAS REPLACED AND THE STATION IS NOW 5 FEET SOUTH OF IT.
 GC2281'THE REST OF THE 1953 DESCRIPTION IS ADEQUATE.
 GC2281'
 GC2281'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC2281
 GC2281                          STATION RECOVERY (1961)
 GC2281
 GC2281'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2281'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED IN
 GC2281'1959. HORIZONTAL DISTANCE WERE MEASURED BETWEEN THE REFERENCE MARKS
 GC2281'AND THE STATION AND WERE FOUND TO CHECK THE 1959 MEASUREMENTS. THE
 GC2281'1959 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2281
 GC2281                          STATION RECOVERY (1965)
 GC2281
 GC2281'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC2281'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. THE STATION SURFACE
 GC2281'MARK AND REFERENCE MARKS NO. 2 AND NO. 3 WERE LOST DUE TO THE
 GC2281'CLEARING OF THE HILL. THE UNDERGROUND STATION MARK WAS RECOVERED AND
 GC2281'FOUND IN GOOD CONDITION. A NEW SURFACE STATION MARK WAS ESTABLISHED
 GC2281'IN THE EXACT, ORIGINAL POSITION. REFERENCE MARKS NO. 4 AND NO. 5 WERE
 GC2281'ESTABLISHED BY THIS PARTY.
 GC2281'
 GC2281'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF GOODLETTSVILLE, 6
 GC2281'MILES NORTH OF NASHVILLE AND ON THE TOP OF A HILL LOCALLY KNOWN AS
 GC2281'TAYLORS KNOB. THIS IS NOW THE PROPERTY OF MR. ROBERT MCDOWELL OF
 GC2281'NASHVILLE, TENN.
 GC2281'
 GC2281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND 31W AND
 GC2281'U.S. HIGHWAY 431 IN NORTHEAST NASHVILLE, GO NORTHERLY ON U.S.
 GC2281'HIGHWAY 41 AND 31W FOR 3.9 MILES TO A DIRT ROAD ON THE RIGHT LEADING
 GC2281'PAST THE SOUTH END OF A SMALL ROCK QUARRY. HERE TURN RIGHT ON
 GC2281'THIS DIRT ROAD AND GO EASTERLY ALONG THE SOUTH EDGE OF THE QUARRY AND
 GC2281'SOUTHERN SIDE OF THE HILL FOR 0.2 MILE AND END OF TRUCK TRAVEL.
 GC2281'FROM THIS POINT PACK NORTH TO THE TOP OF THE HILL AND THE STATION.
 GC2281'THIS IS ABOUT A 5 MINUTE PACK.
 GC2281'
 GC2281'THE STATION IS 54 FEET SOUTH OF AN 18-INCH HICKORY TREE, 32 FEET WEST
 GC2281'OF A 6-INCH THORN TREE, 25 FEET NORTHWEST OF A 6-INCH ELM TREE,
 GC2281'AND 4.1 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN. THE SURFACE
 GC2281'AND UNDERGROUND MARKS ARE STANDARD U.S.C. AND G.S. DISKS AND THE
 GC2281'DISKS ARE STAMPED TAYLOR 1880 1930 1965. THE UNDERGROUND MARK IS
 GC2281'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN
 GC2281'THE TOP OF A 10-INCH, SQUARE, TERRA COTTA TILE FILLED WITH CONCRETE.
 GC2281'THE MARK PROJECTS ABOUT 9 INCHES ABOVE THE SURFACE.
 GC2281'
 GC2281'REFERENCE MARK NO. 4 IS 14 FEET WEST OF A 4-INCH HICKORY TREE AND 12
 GC2281'FEET SOUTHEAST OF A 24-INCH HACKBERRY TREE. THE MARK IS A
 GC2281'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK WELDED TO THE TOP OF A
 GC2281'3-INCH PIPE SET IN CONCRETE. THE MARK PROJECTS ABOUT 5 INCHES
 GC2281'AND THE DISK IS STAMPED TAYLOR NO 4 1880 1965.
 GC2281'
 GC2281'REFERENCE MARK NO. 5 IS 59 FEET NORTH OF A 14-INCH HICKORY TREE AND
 GC2281'38 FEET EAST OF A 12-INCH OAK TREE. THE MARK IS A STANDARD U.S.C.
 GC2281'AND G.S. REFERENCE MARK DISK WELDED TO THE TOP OF A 3-INCH PIPE SET
 GC2281'IN CONCRETE. THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 GC2281'TAYLOR NO 5 1880 1965.
 GC2281'
 GC2281'THE AZIMUTH MARK IS 42 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GC2281'HIGHWAY 41 AND 31W, 6 FEET SOUTHEAST OF A POWER POLE, 1 FOOT WEST OF
 GC2281'A FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN. THE
 GC2281'MARK IS A STANDARD U.S.C. AND G.S.  REFERENCE MARK DISK SET IN
 GC2281'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT 2
 GC2281'INCHES AND THE DISK IS STAMPED TAYLOR AZIMUTH 1933.
 GC2281'
 GC2281'TO REACH THE AZIMUTH MARK FROM THE DIRT ROAD RIGHT LEADING INTO THE
 GC2281'STATION, CONTINUE NORTHERLY ON U.S. HIGHWAY 41 AND 31W FOR 0.5 MILE
 GC2281'TO THE MARK ON RIGHT.
 GC2281'
 GC2281'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2281
 GC2281                          STATION RECOVERY (1967)
 GC2281
 GC2281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2281'THE STATION MARK AND THE AZIMUTH MARK ONLY WERE ROCOVERED. THE
 GC2281'REFERENCE MARKS NO. 4 AND NO. 5 ESTABLISHED IN 1965 WERE DESTROYED
 GC2281'BY THE CLEARING OF THE STATION HILL. THE STATION HILL IS BEING
 GC2281'LEVELED TO A DEPTH OF ABOUT 100 FEET WHEN ALL EXCAVATION IS
 GC2281'COMPLETED, AND THE STATION WOULD BE COMPLETELY DESTROYED.
 GC2281'
 GC2281'AT THE TIME THE STATION WAS BEING MOVED, DRILLING OPERATIONS FOR
 GC2281'BLASTING WERE IN PROGRESS, INCLEMENT WEATHER PREVAILED, AND TIME WAS
 GC2281'A PRIME FACTOR. A NEW STATION TAYLOR 2 1967 WAS ESTABLISHED ABOUT 0.5
 GC2281'OF A MILE EASTERLY FROM THE OLD STATION AND AN AZIMUTH MARK
 GC2281'TAYLOR 2 1967 WAS SET. DOUBLE RUN TELLUROMETER MEASUREMENTS WHERE
 GC2281'THEN OBSERVED ON ALL LINES AND HORIZONTAL ANGLES OBSERVED AT THE
 GC2281'VERTICES OF THE TRIANGLE TAYLOR 1879 1965- TAYLOR 2 1967- TAYLOR 2
 GC2281'AZIMUTH MARK.  DUE TO THE LIMITED TIME ALLOWED, AND THE ELEVATIONS
 GC2281'INVOLVED, THIS WAS THE ONLY METHOD POSSIBLE AT THE TIME FOR SAVING
 GC2281'THE STATION. TIME WOULD NOT PERMIT A CHECK ON THE COMPLETED
 GC2281'OBSERVATIONS PRIOR TO THE BLASTING OF THE OLD STATION SITE, WHICH
 GC2281'WAS DONE WITHIN THIRTY MINUTES AFTER THE OBSERVATIONS WERE COMPLETED.
 GC2281'ALTHOUGH AN EXCELLENT TRIANGLE CLOSURE WAS OBTAINED, CHECKS ON THE
 GC2281'REDUCED LENTHS OF THE TELLUROMETER MEASUREMENTS, ONE AGAINST THE
 GC2281'OTHER, COULD NOT BE OBTAINED.  IT IS THOUGHT POSSIBLE THAT THE MANY
 GC2281'DRILLING RIGS WORKING AT THE OLD STATION SITE DURING THE TIME THAT
 GC2281'THE TELLUROMETER MEASUREMENTS WERE BEING OBSERVED, MAY HAVE CAUSED
 GC2281'SOME ELECTRONIC DISTURBANCE THAT RESULTED IN FALSE READINGS.
 GC2281'
 GC2281'NEARLY FIVE MONTHS LATER, THE ONLY POSSIBLE LINE THAT COULD BE
 GC2281'REMEASURED (TAYLOR 2 1967- TAYLOR 2 AZIMUTH MARK 1967), WAS AGAIN
 GC2281'MEASURED UNDER COMPLETELY DIFFERENT ATMOSPHERIC CONDITIONS, AND NO
 GC2281'GREAT DISCREPANCY NOTED IN THE PREVIOUS OBTAINED LENGTHS.
 GC2281'
 GC2281'ALL RECORDS FOR THIS WORK ARE BEING SUBMITTED TO OUR OFFICE FOR
 GC2281'CHECKING AND POSSIBLE USE.
 GC2281'
 GC2281'THE ORIGINAL AZIMUTH MARK FOR THE OLD STATION TAYLOR 1879 1965 WAS
 GC2281'NOT DESTROYED, AS IT MAY BE POSSIBLE TO RE-ESTABLISH THE ORIGINAL
 GC2281'STATION THROUGH THIS MARK, TRAVERSE STATION EWING 1959 AND ALLEN 1959
 GC2281'1968. WHEN ALL WORK IS COMPLETED.
 GC2281'
 GC2281'SEE DESCRIPTION FOR TAYLOR 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1036 ***********************************************************************
 GC1036  DESIGNATION -  TAYS 2
 GC1036  PID         -  GC1036
 GC1036  STATE/COUNTY-  TN/ROBERTSON
 GC1036  USGS QUAD   -  ORLINDA (1980)
 GC1036
 GC1036                         *CURRENT SURVEY CONTROL
 GC1036  ___________________________________________________________________
 GC1036* NAD 83(1995)-  36 33 16.95447(N)    086 37 46.99580(W)     ADJUSTED  
 GC1036* NAVD 88     -       249.01   (meters)     817.0    (feet)  RESET     
 GC1036  ___________________________________________________________________
 GC1036  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GC1036  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC1036
 GC1036  HORZ ORDER  -  SECOND
 GC1036  VERT ORDER  -  THIRD
 GC1036
 GC1036.The horizontal coordinates were established by classical geodetic methods
 GC1036.and adjusted by the National Geodetic Survey in April 1999..
 GC1036
 GC1036.The orthometric height was computed from unverified reset data.
 GC1036
 GC1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1036
 GC1036.The geoid height was determined by GEOID03.
 GC1036
 GC1036;                    North         East     Units Scale Factor Converg.
 GC1036;SPC TN       -   246,648.607   543,621.157   MT  1.00002740   -0 22 07.2
 GC1036;SPC TN       -   809,212.97  1,783,530.41   sFT  1.00002740   -0 22 07.2
 GC1036;UTM  16      - 4,045,540.484   533,137.153   MT  0.99961353   +0 13 13.9
 GC1036
 GC1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1036!SPC TN       -   0.99996559  x   1.00002740  =   0.99999299
 GC1036!UTM  16      -   0.99996559  x   0.99961353  =   0.99957914
 GC1036
 GC1036|---------------------------------------------------------------------|
 GC1036| PID    Reference Object                     Distance      Geod. Az  |
 GC1036|                                                           dddmmss.s |
 GC1036| GC1038 TAYS 2 RM 4                          11.851 METERS 02149     |
 GC1036| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 9.4 KM 0415341.8 |
 GC1036| GC1035 TAYS                                 12.891 METERS 13456     |
 GC1036| GC1033 TAYS AZ MK                                         1345623.2 |
 GC1036| GC1037 TAYS 2 RM 3                          18.698 METERS 20455     |
 GC1036| GC1039 TAYS RM 2                            19.021 METERS 24251     |
 GC1036|---------------------------------------------------------------------|
 GC1036
 GC1036                          SUPERSEDED SURVEY CONTROL
 GC1036
 GC1036  NAD 83(1995)-  36 33 16.95492(N)    086 37 46.99613(W) AD(       ) 2
 GC1036  NAD 83(1995)-  36 33 16.96151(N)    086 37 46.99998(W) AD(       ) 2
 GC1036  NAD 83(1986)-  36 33 16.96356(N)    086 37 46.99934(W) AD(       ) 2
 GC1036  NAD 27      -  36 33 16.81420(N)    086 37 47.01900(W) AD(       ) 2
 GC1036  NGVD 29 (07/19/86)  249.08   (m)          817.2    (f) LEVELING    3  
 GC1036
 GC1036.Superseded values are not recommended for survey control.
 GC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1036.See file dsdata.txt to determine how the superseded data were derived.
 GC1036
 GC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3313745540(NAD 83)
 GC1036_MARKER: DE = TRAVERSE STATION DISK
 GC1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1036_STAMPING: TAYS 2 1968
 GC1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1036+STABILITY: SURFACE MOTION
 GC1036
 GC1036  HISTORY     - Date     Condition        Report By
 GC1036  HISTORY     - 1968     MONUMENTED       CGS
 GC1036  HISTORY     - 1968     GOOD             CGS
 GC1036
 GC1036                          STATION DESCRIPTION
 GC1036
 GC1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC1036'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF INTERSTATE
 GC1036'ROUTE 65 ABOUT 6 MILES SW OF PORTLAND, 5.5 MILES
 GC1036'NORTH-NORTHEAST OF WHITE HOUSE, AND ABOUT 0.5 OF A MILE WEST OF U. S.
 GC1036'HIGHWAY 31W.
 GC1036'
 GC1036'TO REACH THE STATION FROM THE NEW POST OFFICE IN WHITE HOUSE, GO
 GC1036'EASTERLY ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U. S.  HIGHWAY 31W.
 GC1036'HERE TURN LEFT AND GO NORTHEASTERLY AND NORTH ON U. S. HIGHWAY 31W
 GC1036'FOR 4.3 MILES TO THE INTERSECTION OF STATE ROUTE 25, CONTINUE
 GC1036'NORTHEASTERLY ON U. S. HIGHWAY 31W FOR 1.8 MILES TO A PAVED CORSSROAD
 GC1036'AND AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE AS
 GC1036'DESCRIBED. HERE CONTINUE NORTHERLY ON U. S. HIGHWAY 31W FOR 0.25 OF A
 GC1036'MILE TO A PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD AND GO
 GC1036'WESTERLY FOR 0.1 OF A MILE TO A PAVED CROSSROAD (OLD U. S. HIGHWAY
 GC1036'31W), CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.4 OF A MILE TO A
 GC1036'GRADE SEPERATION AT INTERSTATE ROUTE 65. HERE TURN LEFT AND GO
 GC1036'SOUTHERLY ALONG THE WEST RIGHT-OF-WAY FENCE FOR 0.2 OF A MILE TO THE
 GC1036'STATION AS DESCRIBED.
 GC1036'
 GC1036'THE STATION IS 353 FEET WEST OF A 30-INCH, FORKED TRUNKED BLACK OAK
 GC1036'TREE, 252 FEET SOUTH-SOUTHWEST OF A GUYED TELEPHONE POLE, 1.0 FOOT
 GC1036'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ALONG THE WEST
 GC1036'RIGHT-OF-WAY OF THE INTERSTATE. IT IS A STANDARD DISK SET IN THE
 GC1036'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GC1036'AND THE DISK IS STAMPED TAYS 2 1968.
 GC1036'
 GC1036'REFERENCE MARK NO. 2 IS 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GC1036'AND SIGN AND ALONG THE WEST RIGHT-OF-WAY OF THE INTERSTATE. IT
 GC1036'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC1036'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED TAYS NO 2
 GC1036'1959.
 GC1036'
 GC1036'REFERENCE MARK NO. 3 IS 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GC1036'AND SIGN AND ALONG THE WEST RIGHT-OF-WAY OF THE INTERSTATE. IT
 GC1036'IS A STANDARD DISK SET IN THE TOP OF A 11-INCH, ROUND, CONCRETE
 GC1036'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED TAYS 2 NO 3
 GC1036'1968.
 GC1036'
 GC1036'REFERENCE MARK NO. 4 IS 1.0 FOOT EAST OF A METAL WITNESS POST AND
 GC1036'SIGN AND ALONG THE WEST RIGHT-OF-WAY OF THE INTERSTATE. IT
 GC1036'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC1036'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED TAYS 2
 GC1036'NO 4 1968.
 GC1036'
 GC1036'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GC1036'REFERENCE MARK NO. 3 IS 40.23 FEET - 12.263 METERS.
 GC1036'
 GC1036'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GC1036'REFERENCE MARK NO. 4 IS 95.22 FEET - 29.024 METERS.
 GC1036'
 GC1036'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC1036'REFERENCE MARK NO. 4 IS 100.23 FEET - (30.550) METERS.
 GC1036'
 GC1036'THE AZIMUTH MARK IS 105 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 GC1036'CENTER OF CLEARVIEW ROAD, 59 FEET SOUTHEAST OF THE APPROXIMATE
 GC1036'CENTER OF U. S. HIGHWAY 31W, 1.6 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 GC1036'POLE, 0.7 OF A FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND
 GC1036'SIGN, AND AT THE NORTHWEST EDGE OF A CULTIVATED FIELD. IT IS A
 GC1036'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1036'CONCRETE MONUMENT AND THE DISK IS STAMPED TAYS 1959.
 GC1036'
 GC1036'ALL MARKS FOR THIS STATION ARE BENCH MARKS. SEE DESCRIPTIONS THEREOF.
 GC1036'
 GC1036'NOTE - THE SURFACE STATION MARK FOR TAYS 1959 WAS DESTROYED AND THE
 GC1036'DISK REMOVED WHEN THE OBSERVATIONS WERE COMPLETED.
 GC1036
 GC1036                          STATION RECOVERY (1968)
 GC1036
 GC1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GC1036'5.5 MI NNE FROM WHITE HOUSE.
 GC1036'TO REACH THE MARK FROM THE NEW POST OFFICE IN WHITE HOUSE, GO
 GC1036'EAST ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U.S. HIGHWAY 31W.
 GC1036'HERE TURN LEFT ON U.S. HIGHWAY 31W AND GO NORTHEASTERLY AND
 GC1036'NORTH FOR 6.35 MILES TO A PAVED ROAD LEFT, TURN LEFT AND GO
 GC1036'WESTERLY ON THIS PAVED ROAD FOR 0.1 OF A MILE TO A PAVED CROSSROAD
 GC1036'(OLD U.S. HIGHWAY 31W), CONTINUE WESTERLY ON THE PAVED ROAD FOR
 GC1036'0.4 OF A MILE TO A GRADE SEPERATION AT INTERSTATE ROUTE 65.
 GC1036'HERE TURN LEFT AND GO SOUTHERLY ALONG THE WEST RIGHT-OF-WAY
 GC1036'FENCE FOR 0.2 OF A MILE TO THE TAYS 2 1968 TRAVERSE STATION SITE
 GC1036'AND THE MARK.  IT IS 353 FEET WEST OF A 30-INCH, FORKED TRUNKED
 GC1036'BLACK OAK, 252 FEET SOUTH-SOUTHWEST OF A GUYED TELEPHONE POLE,
 GC1036'62.41 FEET EAST-NORTHEAST OF REFERENCE MARK NO. 2, 61.34 FEET
 GC1036'NORTH-NORTHEAST OF REFERENCE MARK NO. 3, 38.88 FEET SOUTH-SOUTHWEST
 GC1036'OF REFERENCE MARK NO. 4, 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 GC1036'POST AND SIGN, AND ALONG THE WEST RIGHT-OF-WAY OF INTERSTATE ROUTE
 GC1036'65.  IT IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 GC1036'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 GC1036'THE DISK IS STAMPED TAYS 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1037 ***********************************************************************
 GC1037  DESIGNATION -  TAYS 2 RM 3
 GC1037  PID         -  GC1037
 GC1037  STATE/COUNTY-  TN/ROBERTSON
 GC1037  USGS QUAD   -  ORLINDA (1980)
 GC1037
 GC1037                         *CURRENT SURVEY CONTROL
 GC1037  ___________________________________________________________________
 GC1037* NAD 83(1986)-  36 33 16.     (N)    086 37 46.     (W)     SCALED    
 GC1037* NAVD 88     -       249.08   (+/-2cm)     817.2    (feet)  VERTCON   
 GC1037  ___________________________________________________________________
 GC1037  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC1037
 GC1037  VERT ORDER  -  THIRD (See Below)
 GC1037
 GC1037.The horizontal coordinates were scaled from a topographic map and have
 GC1037.an estimated accuracy of +/- 6 seconds.
 GC1037
 GC1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1037.The vertical order pertains to the NGVD 29 superseded value.
 GC1037
 GC1037.The geoid height was determined by GEOID03.
 GC1037
 GC1037;                    North         East    Units  Estimated Accuracy
 GC1037;SPC TN       -   246,620.      543,650.      MT  (+/- 180 meters Scaled)
 GC1037
 GC1037                          SUPERSEDED SURVEY CONTROL
 GC1037
 GC1037  NGVD 29 (??/??/??)  249.16   (m)          817.5    (f) RESET       3  
 GC1037
 GC1037.Superseded values are not recommended for survey control.
 GC1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1037.See file dsdata.txt to determine how the superseded data were derived.
 GC1037
 GC1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF331455(NAD 83)
 GC1037_MARKER: DR = REFERENCE MARK DISK
 GC1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1037_STAMPING: TAYS 2 NO 3 1968
 GC1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1037+STABILITY: SURFACE MOTION
 GC1037
 GC1037  HISTORY     - Date     Condition        Report By
 GC1037  HISTORY     - 1968     MONUMENTED       CGS
 GC1037
 GC1037                          STATION DESCRIPTION
 GC1037
 GC1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1037'5.5 MI NNE FROM WHITE HOUSE.
 GC1037'THIS MARK IS LOCATED AT THE TAYS 2 1968 TRAVERSE STATION SITE,
 GC1037'100.23 FEET SOUTH-SOUTHWEST OF REFERENCE MARK NO. 4, 61.34 FEET
 GC1037'SOUTH-SOUTHWEST OF THE STATION MARK, 40.23 FEET SOUTHEAST OF
 GC1037'REFERENCE MARK NO. 2, 0.8 OF A FOOT EAST OF A METAL WITNESS
 GC1037'POST AND SIGN, AND ALONG THE WEST RIGHT-OF-WAY OF INTERSTATE
 GC1037'ROUTE 65.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GC1037'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GC1037'AND THE DISK IS STAMPED TAYS 2 NO 3 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1038 ***********************************************************************
 GC1038  DESIGNATION -  TAYS 2 RM 4
 GC1038  PID         -  GC1038
 GC1038  STATE/COUNTY-  TN/ROBERTSON
 GC1038  USGS QUAD   -  ORLINDA (1980)
 GC1038
 GC1038                         *CURRENT SURVEY CONTROL
 GC1038  ___________________________________________________________________
 GC1038* NAD 83(1986)-  36 33 16.     (N)    086 37 46.     (W)     SCALED    
 GC1038* NAVD 88     -       248.71   (+/-2cm)     816.0    (feet)  VERTCON   
 GC1038  ___________________________________________________________________
 GC1038  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC1038
 GC1038  VERT ORDER  -  THIRD (See Below)
 GC1038
 GC1038.The horizontal coordinates were scaled from a topographic map and have
 GC1038.an estimated accuracy of +/- 6 seconds.
 GC1038
 GC1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1038.The vertical order pertains to the NGVD 29 superseded value.
 GC1038
 GC1038.The geoid height was determined by GEOID03.
 GC1038
 GC1038;                    North         East    Units  Estimated Accuracy
 GC1038;SPC TN       -   246,620.      543,650.      MT  (+/- 180 meters Scaled)
 GC1038
 GC1038                          SUPERSEDED SURVEY CONTROL
 GC1038
 GC1038  NGVD 29 (??/??/??)  248.79   (m)          816.2    (f) RESET       3  
 GC1038
 GC1038.Superseded values are not recommended for survey control.
 GC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1038.See file dsdata.txt to determine how the superseded data were derived.
 GC1038
 GC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF331455(NAD 83)
 GC1038_MARKER: DR = REFERENCE MARK DISK
 GC1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1038_STAMPING: TAYS 2 NO 4 1968
 GC1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1038+STABILITY: SURFACE MOTION
 GC1038
 GC1038  HISTORY     - Date     Condition        Report By
 GC1038  HISTORY     - 1968     MONUMENTED       CGS
 GC1038
 GC1038                          STATION DESCRIPTION
 GC1038
 GC1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1038'5.5 MI NNE FROM WHITE HOUSE.
 GC1038'THIS MARK IS LOCATED AT THE TAYS 2 1968 TRAVERSE STATION SITE,
 GC1038'100.23 FEET NORTH-NORTHEAST OF REFERENCE MARK NO. 3, 95.22 FEET
 GC1038'NORTHEAST OF REFERENCE MARK NO. 2, 38.88 FEET NORTH-NORTHEAST
 GC1038'OF THE STATION MARK, 1.0 FOOT EAST OF A METAL WITNESS POST
 GC1038'AND SIGN, AND ALONG THE WEST RIGHT-OF-WAY OF INTERSTATE ROUTE
 GC1038'65.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC1038'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 GC1038'THE DISK IS STAMPED TAYS 2 NO 4 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1033 ***********************************************************************
 GC1033  DESIGNATION -  TAYS AZ MK
 GC1033  PID         -  GC1033
 GC1033  STATE/COUNTY-  TN/ROBERTSON
 GC1033  USGS QUAD   -  PORTLAND (1981)
 GC1033
 GC1033                         *CURRENT SURVEY CONTROL
 GC1033  ___________________________________________________________________
 GC1033* NAD 83(1986)-  36 33 00.     (N)    086 37 24.     (W)     SCALED    
 GC1033* NAVD 88     -       235.619  (meters)     773.03   (feet)  ADJUSTED  
 GC1033  ___________________________________________________________________
 GC1033  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC1033  DYNAMIC HT  -         235.421 (meters)     772.38  (feet)  COMP
 GC1033  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GC1033
 GC1033  VERT ORDER  -  SECOND    CLASS 0
 GC1033
 GC1033.The horizontal coordinates were scaled from a topographic map and have
 GC1033.an estimated accuracy of +/- 6 seconds.
 GC1033
 GC1033.The orthometric height was determined by differential leveling
 GC1033.and adjusted by the National Geodetic Survey in June 1991..
 GC1033
 GC1033.The geoid height was determined by GEOID03.
 GC1033
 GC1033.The dynamic height is computed by dividing the NAVD 88
 GC1033.geopotential number by the normal gravity value computed on the
 GC1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1033.degrees latitude (g = 980.6199 gals.).
 GC1033
 GC1033.The modeled gravity was interpolated from observed gravity values.
 GC1033
 GC1033;                    North         East    Units  Estimated Accuracy
 GC1033;SPC TN       -   246,120.      544,190.      MT  (+/- 180 meters Scaled)
 GC1033
 GC1033                          SUPERSEDED SURVEY CONTROL
 GC1033
 GC1033  NGVD 29 (??/??/92)  235.691  (m)          773.26   (f) ADJ UNCH    2 0
 GC1033
 GC1033.Superseded values are not recommended for survey control.
 GC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1033.See file dsdata.txt to determine how the superseded data were derived.
 GC1033
 GC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF337450(NAD 83)
 GC1033_MARKER: DZ = AZIMUTH MARK DISK
 GC1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1033_STAMPING: TAYS 1959
 GC1033_MARK LOGO: CGS   
 GC1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1033+STABILITY: SURFACE MOTION
 GC1033
 GC1033  HISTORY     - Date     Condition        Report By
 GC1033  HISTORY     - 1959     MONUMENTED       CGS
 GC1033  HISTORY     - 1968     GOOD             NGS
 GC1033
 GC1033                          STATION DESCRIPTION
 GC1033
 GC1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1033'5 MI NE FROM WHITE HOUSE.
 GC1033'TO REACH THE MARK FROM THE NEW POST OFFICE IN WHITE HOUSE, GO
 GC1033'EAST ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U.S. HIGHWAY 31W.
 GC1033'HERE TURN LEFT AND GO NORTHEASTERLY AND NORTH ON U.S. HIGHWAY 31W
 GC1033'FOR 4.3 MILES TO THE INTERSECTION OF STATE ROUTE 25, CONTINUE
 GC1033'NORTHEASTERLY ON U.S. HIGHWAY 31W FOR 1.8 MILES TO A PAVED
 GC1033'CROSSROAD AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE,
 GC1033'105 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF CLEARVIEW
 GC1033'ROAD, 59 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1033'31W, 1.6 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 0.7 OF A
 GC1033'FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN, AND AT
 GC1033'THE NORTHWEST EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD
 GC1033'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1033'CONCRETE MONUMENT AND THE DISK IS STAMPED TAYS 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1039 ***********************************************************************
 GC1039  DESIGNATION -  TAYS RM 2
 GC1039  PID         -  GC1039
 GC1039  STATE/COUNTY-  TN/ROBERTSON
 GC1039  USGS QUAD   -  ORLINDA (1980)
 GC1039
 GC1039                         *CURRENT SURVEY CONTROL
 GC1039  ___________________________________________________________________
 GC1039* NAD 83(1986)-  36 33 16.     (N)    086 37 46.     (W)     SCALED    
 GC1039* NAVD 88     -       248.990  (meters)     816.89   (feet)  ADJUSTED  
 GC1039  ___________________________________________________________________
 GC1039  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC1039  DYNAMIC HT  -         248.781 (meters)     816.21  (feet)  COMP
 GC1039  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GC1039
 GC1039  VERT ORDER  -  SECOND    CLASS 0
 GC1039
 GC1039.The horizontal coordinates were scaled from a topographic map and have
 GC1039.an estimated accuracy of +/- 6 seconds.
 GC1039
 GC1039.The orthometric height was determined by differential leveling
 GC1039.and adjusted by the National Geodetic Survey in June 1991..
 GC1039
 GC1039.The geoid height was determined by GEOID03.
 GC1039
 GC1039.The dynamic height is computed by dividing the NAVD 88
 GC1039.geopotential number by the normal gravity value computed on the
 GC1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1039.degrees latitude (g = 980.6199 gals.).
 GC1039
 GC1039.The modeled gravity was interpolated from observed gravity values.
 GC1039
 GC1039;                    North         East    Units  Estimated Accuracy
 GC1039;SPC TN       -   246,620.      543,650.      MT  (+/- 180 meters Scaled)
 GC1039
 GC1039                          SUPERSEDED SURVEY CONTROL
 GC1039
 GC1039  NGVD 29 (??/??/92)  249.062  (m)          817.13   (f) ADJ UNCH    2 0
 GC1039
 GC1039.Superseded values are not recommended for survey control.
 GC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1039.See file dsdata.txt to determine how the superseded data were derived.
 GC1039
 GC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF331455(NAD 83)
 GC1039_MARKER: DR = REFERENCE MARK DISK
 GC1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1039_STAMPING: TAYS NO 2 1959
 GC1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1039+STABILITY: SURFACE MOTION
 GC1039
 GC1039  HISTORY     - Date     Condition        Report By
 GC1039  HISTORY     - 1959     MONUMENTED       CGS
 GC1039  HISTORY     - 1968     GOOD             NGS
 GC1039
 GC1039                          STATION DESCRIPTION
 GC1039
 GC1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1039'5.5 MI NNE FROM WHITE HOUSE.
 GC1039'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK IS AT
 GC1039'THE TAYS 2 1968 TRAVERSE STATION SITE, 95.22 FEET SOUTHWEST OF
 GC1039'REFERENCE MARK NO. 4, 62.41 FEET WEST-SOUTHWEST OF THE STATION MARK,
 GC1039'40.23 FEET NORTHWEST OF REFERENCE MARK NO. 3, 0.8 OF A FOOT EAST OF A
 GC1039'METAL WITNESS POST AND SIGN, AND ALONG THE WEST RIGHT-OF-WAY OF
 GC1039'INTERSTATE ROUTE 65.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GC1039'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GC1039'AND THE DISK IS STAMPED TAYS NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2597 ***********************************************************************
 GA2597  DESIGNATION -  TAZ
 GA2597  PID         -  GA2597
 GA2597  STATE/COUNTY-  TN/CLAIBORNE
 GA2597  USGS QUAD   -  TAZEWELL (1971)
 GA2597
 GA2597                         *CURRENT SURVEY CONTROL
 GA2597  ___________________________________________________________________
 GA2597* NAD 83(1995)-  36 27 02.51053(N)    083 34 12.34189(W)     ADJUSTED  
 GA2597* NAVD 88     -       399.142  (meters)    1309.52   (feet)  ADJUSTED  
 GA2597  ___________________________________________________________________
 GA2597  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GA2597  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2597  DYNAMIC HT  -         398.780 (meters)    1308.33  (feet)  COMP
 GA2597  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GA2597
 GA2597  HORZ ORDER  -  SECOND
 GA2597  VERT ORDER  -  SECOND    CLASS 0
 GA2597
 GA2597.The horizontal coordinates were established by classical geodetic methods
 GA2597.and adjusted by the National Geodetic Survey in April 1999..
 GA2597
 GA2597.The orthometric height was determined by differential leveling
 GA2597.and adjusted by the National Geodetic Survey in June 1991..
 GA2597
 GA2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2597
 GA2597.The geoid height was determined by GEOID03.
 GA2597
 GA2597.The dynamic height is computed by dividing the NAVD 88
 GA2597.geopotential number by the normal gravity value computed on the
 GA2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2597.degrees latitude (g = 980.6199 gals.).
 GA2597
 GA2597.The modeled gravity was interpolated from observed gravity values.
 GA2597
 GA2597;                    North         East     Units Scale Factor Converg.
 GA2597;SPC TN       -   237,629.107   817,814.772   MT  1.00000621   +1 25 21.2
 GA2597;SPC TN       -   779,621.50  2,683,113.96   sFT  1.00000621   +1 25 21.2
 GA2597;UTM  17      - 4,037,009.741   269,665.722   MT  1.00025370   -1 31 39.5
 GA2597
 GA2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2597!SPC TN       -   0.99994219  x   1.00000621  =   0.99994840
 GA2597!UTM  17      -   0.99994219  x   1.00025370  =   1.00019587
 GA2597
 GA2597|---------------------------------------------------------------------|
 GA2597| PID    Reference Object                     Distance      Geod. Az  |
 GA2597|                                                           dddmmss.s |
 GA2597| GA2599 TAZ RM 1                             21.266 METERS 04454     |
 GA2597| GA2596 TAZ AZ MK                                          2252133.9 |
 GA2597| GA2598 TAZ RM 2                              9.846 METERS 32712     |
 GA2597|---------------------------------------------------------------------|
 GA2597
 GA2597                          SUPERSEDED SURVEY CONTROL
 GA2597
 GA2597  NAD 83(1995)-  36 27 02.51340(N)    083 34 12.34395(W) AD(       ) 2
 GA2597  NAD 83(1995)-  36 27 02.51226(N)    083 34 12.33602(W) AD(       ) 2
 GA2597  NAD 83(1995)-  36 27 02.51933(N)    083 34 12.34316(W) AD(       ) 2
 GA2597  NAD 83(1986)-  36 27 02.52120(N)    083 34 12.34271(W) AD(       ) 2
 GA2597  NAD 27      -  36 27 02.22106(N)    083 34 12.67932(W) AD(       ) 2
 GA2597  NGVD 29 (??/??/92)  399.254  (m)         1309.89   (f) ADJ UNCH    2 0
 GA2597
 GA2597.Superseded values are not recommended for survey control.
 GA2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2597.See file dsdata.txt to determine how the superseded data were derived.
 GA2597
 GA2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6966637010(NAD 83)
 GA2597_MARKER: DD = SURVEY DISK
 GA2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2597_STAMPING: TAZ 1963
 GA2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2597+STABILITY: SURFACE MOTION
 GA2597
 GA2597  HISTORY     - Date     Condition        Report By
 GA2597  HISTORY     - 1963     MONUMENTED       TNHD
 GA2597  HISTORY     - 1963     GOOD             TNHD
 GA2597
 GA2597                          STATION DESCRIPTION
 GA2597
 GA2597'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2597'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 33 AND IRISH
 GA2597'CEMETERY ROAD IN TAZEWELL.
 GA2597'
 GA2597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2597'ROUTE 33 IN TAZEWELL, GO
 GA2597'WESTERLY FOR 0.05 MILE ON STATE ROUTE 33 TO IRISH
 GA2597'CEMETERY ROAD ON THE RIGHT AND THE
 GA2597'STATION.
 GA2597'
 GA2597'THE STATION IS 35 FEET WEST OF THE APPROXIMATE CENTER OF IRISH
 GA2597'CEMETERY ROAD AND 4.6
 GA2597'FEET SOUTHWEST OF A WITNESS POST.  THE SURFACE AND
 GA2597'UNDERGROUND MARKS ARE
 GA2597'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2597'ARE STAMPED TAZ 1963.  THE UNDERGROUND
 GA2597'MARK IS ABOUT 30 INCHES BELOW
 GA2597'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GA2597'SQUARE, FLUSH,
 GA2597'CONCRETE MONUMENT.
 GA2597'
 GA2597'REFERENCE MARK NO. 1 IS 5 FEET NORTH OF THE SOUTH EDGE OF A CURB AND
 GA2597'3 FEET SOUTHWEST OF A
 GA2597'STREET LIGHT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2597'DEPARTMENT DISK CEMENTED IN A
 GA2597'DRILLED HOLE IN A CONCRETE SIDE WALK
 GA2597'AND THE DISK IS STAMPED TAZ RM-1 1963.
 GA2597'
 GA2597'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE APPROXIMATE CENTER OF
 GA2597'IRISH CEMETERY ROAD.
 GA2597'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2597'SET IN A 10-INCH SQUARE, FLUSH,
 GA2597'CONCRETE MONUMENT AND THE DISK IS
 GA2597'STAMPED TAZ RM-2 1963.
 GA2597'
 GA2597'THE AZIMUTH MARK IS 4 FEET NORTHWEST OF A CEDAR TREE AND 1.7 FEET
 GA2597'SOUTH OF A WITNESS POST.
 GA2597'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2597'IN A 10-INCH SQUARE, FLUSH,
 GA2597'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA2597'TAZ AZI 1963.
 GA2597'
 GA2597'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY FOR 0.4 MILE
 GA2597'ON STATE ROUTE 33 TO
 GA2597'THE AZIMUTH MARK ON THE LEFT AT THE TOP OF A
 GA2597'HIGHWAY CUT.
 GA2597'
 GA2597'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2597
 GA2597                          STATION RECOVERY (1963)
 GA2597
 GA2597'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2597'IN TAZEWELL.
 GA2597'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2597'TAZEWELL, GO WESTERLY FOR 0.05 MILE ON STATE ROUTE 33 TO IRISH
 GA2597'CEMETERY ROAD ON THE RIGHT AND THE STATION.  THE STATION IS 35
 GA2597'FEET WEST OF THE CENTERLINE OF IRISH CEMETERY ROAD AND 4.6 FEET
 GA2597'SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2597'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A SQUARE 10-INCH,
 GA2597'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2596 ***********************************************************************
 GA2596  DESIGNATION -  TAZ AZ MK
 GA2596  PID         -  GA2596
 GA2596  STATE/COUNTY-  TN/CLAIBORNE
 GA2596  USGS QUAD   -  TAZEWELL (1971)
 GA2596
 GA2596                         *CURRENT SURVEY CONTROL
 GA2596  ___________________________________________________________________
 GA2596* NAD 83(1986)-  36 26 51.     (N)    083 34 30.     (W)     SCALED    
 GA2596* NAVD 88     -       419.724  (meters)    1377.04   (feet)  ADJUSTED  
 GA2596  ___________________________________________________________________
 GA2596  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2596  DYNAMIC HT  -         419.343 (meters)    1375.79  (feet)  COMP
 GA2596  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA2596
 GA2596  VERT ORDER  -  SECOND    CLASS 0
 GA2596
 GA2596.The horizontal coordinates were scaled from a topographic map and have
 GA2596.an estimated accuracy of +/- 6 seconds.
 GA2596
 GA2596.The orthometric height was determined by differential leveling
 GA2596.and adjusted by the National Geodetic Survey in June 1991..
 GA2596
 GA2596.The geoid height was determined by GEOID03.
 GA2596
 GA2596.The dynamic height is computed by dividing the NAVD 88
 GA2596.geopotential number by the normal gravity value computed on the
 GA2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2596.degrees latitude (g = 980.6199 gals.).
 GA2596
 GA2596.The modeled gravity was interpolated from observed gravity values.
 GA2596
 GA2596;                    North         East    Units  Estimated Accuracy
 GA2596;SPC TN       -   237,260.      817,380.      MT  (+/- 180 meters Scaled)
 GA2596
 GA2596                          SUPERSEDED SURVEY CONTROL
 GA2596
 GA2596  NGVD 29 (??/??/??)  419.90   (m)         1377.6    (f) RESET       3  
 GA2596
 GA2596.Superseded values are not recommended for survey control.
 GA2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2596.See file dsdata.txt to determine how the superseded data were derived.
 GA2596
 GA2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA692366(NAD 83)
 GA2596_MARKER: DD = SURVEY DISK
 GA2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2596_STAMPING: TAZ AZI 1963
 GA2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2596+STABILITY: SURFACE MOTION
 GA2596
 GA2596  HISTORY     - Date     Condition        Report By
 GA2596  HISTORY     - 1963     MONUMENTED       TNHD
 GA2596
 GA2596                          STATION DESCRIPTION
 GA2596
 GA2596'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2596'IN TAZEWELL.
 GA2596'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2596'TAZEWELL, GO 0.45 MILE WESTERLY ON STATE ROUTE 33 TO THE MARK ON
 GA2596'THE LEFT AT TOP OF A HIGHWAY CUT.  THE MARK IS 4 FEET NORTHWEST
 GA2596'OF A CEDAR TREE AND 1.7 FEET SOUTH OF A WITNESS POST.  THE MARK
 GA2596'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GA2596'OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 GA2596'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2599 ***********************************************************************
 GA2599  DESIGNATION -  TAZ RM 1
 GA2599  PID         -  GA2599
 GA2599  STATE/COUNTY-  TN/CLAIBORNE
 GA2599  USGS QUAD   -  TAZEWELL (1971)
 GA2599
 GA2599                         *CURRENT SURVEY CONTROL
 GA2599  ___________________________________________________________________
 GA2599* NAD 83(1986)-  36 27 02.     (N)    083 34 13.     (W)     SCALED    
 GA2599* NAVD 88     -       399.498  (meters)    1310.69   (feet)  ADJUSTED  
 GA2599  ___________________________________________________________________
 GA2599  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2599  DYNAMIC HT  -         399.134 (meters)    1309.49  (feet)  COMP
 GA2599  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2599
 GA2599  VERT ORDER  -  SECOND    CLASS 0
 GA2599
 GA2599.The horizontal coordinates were scaled from a topographic map and have
 GA2599.an estimated accuracy of +/- 6 seconds.
 GA2599
 GA2599.The orthometric height was determined by differential leveling
 GA2599.and adjusted by the National Geodetic Survey in June 1991..
 GA2599.WARNING-Repeat measurements at this control monument indicate possible
 GA2599.vertical movement.
 GA2599
 GA2599.The geoid height was determined by GEOID03.
 GA2599
 GA2599.The dynamic height is computed by dividing the NAVD 88
 GA2599.geopotential number by the normal gravity value computed on the
 GA2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2599.degrees latitude (g = 980.6199 gals.).
 GA2599
 GA2599.The modeled gravity was interpolated from observed gravity values.
 GA2599
 GA2599;                    North         East    Units  Estimated Accuracy
 GA2599;SPC TN       -   237,610.      817,800.      MT  (+/- 180 meters Scaled)
 GA2599
 GA2599                          SUPERSEDED SURVEY CONTROL
 GA2599
 GA2599  NGVD 29 (??/??/92)  399.606  (m)         1311.04   (f) ADJ UNCH    2 0
 GA2599
 GA2599.Superseded values are not recommended for survey control.
 GA2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2599.See file dsdata.txt to determine how the superseded data were derived.
 GA2599
 GA2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA696369(NAD 83)
 GA2599_MARKER: DD = SURVEY DISK
 GA2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2599_STAMPING: TAZ RM 1 1963
 GA2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2599+STABILITY: SURFACE MOTION
 GA2599
 GA2599  HISTORY     - Date     Condition        Report By
 GA2599  HISTORY     - 1963     MONUMENTED       TNHD
 GA2599
 GA2599                          STATION DESCRIPTION
 GA2599
 GA2599'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2599'IN TAZEWELL.
 GA2599'THIS MARK IS LOCATED AT THE TAZ 1963 STATION SITE, 5 FEET NORTH
 GA2599'OF THE SOUTH EDGE OF A CURB, 70 FEET NORTHEAST OF THE STATION
 GA2599'MARK AND 3 FEET SOUTHWEST OF A STREET LIGHT.  THE MARK IS A
 GA2599'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2599'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2598 ***********************************************************************
 GA2598  DESIGNATION -  TAZ RM 2
 GA2598  PID         -  GA2598
 GA2598  STATE/COUNTY-  TN/CLAIBORNE
 GA2598  USGS QUAD   -  TAZEWELL (1971)
 GA2598
 GA2598                         *CURRENT SURVEY CONTROL
 GA2598  ___________________________________________________________________
 GA2598* NAD 83(1986)-  36 27 02.     (N)    083 34 13.     (W)     SCALED    
 GA2598* NAVD 88     -       400.138  (meters)    1312.79   (feet)  ADJUSTED  
 GA2598  ___________________________________________________________________
 GA2598  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2598  DYNAMIC HT  -         399.774 (meters)    1311.59  (feet)  COMP
 GA2598  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2598
 GA2598  VERT ORDER  -  SECOND    CLASS 0
 GA2598
 GA2598.The horizontal coordinates were scaled from a topographic map and have
 GA2598.an estimated accuracy of +/- 6 seconds.
 GA2598
 GA2598.The orthometric height was determined by differential leveling
 GA2598.and adjusted by the National Geodetic Survey in June 1991..
 GA2598.WARNING-Repeat measurements at this control monument indicate possible
 GA2598.vertical movement.
 GA2598
 GA2598.The geoid height was determined by GEOID03.
 GA2598
 GA2598.The dynamic height is computed by dividing the NAVD 88
 GA2598.geopotential number by the normal gravity value computed on the
 GA2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2598.degrees latitude (g = 980.6199 gals.).
 GA2598
 GA2598.The modeled gravity was interpolated from observed gravity values.
 GA2598
 GA2598;                    North         East    Units  Estimated Accuracy
 GA2598;SPC TN       -   237,610.      817,800.      MT  (+/- 180 meters Scaled)
 GA2598
 GA2598                          SUPERSEDED SURVEY CONTROL
 GA2598
 GA2598  NGVD 29 (??/??/92)  400.248  (m)         1313.15   (f) ADJ UNCH    2 0
 GA2598
 GA2598.Superseded values are not recommended for survey control.
 GA2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2598.See file dsdata.txt to determine how the superseded data were derived.
 GA2598
 GA2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA696369(NAD 83)
 GA2598_MARKER: DD = SURVEY DISK
 GA2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2598_STAMPING: TAZ RM 2 1963
 GA2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2598+STABILITY: SURFACE MOTION
 GA2598
 GA2598  HISTORY     - Date     Condition        Report By
 GA2598  HISTORY     - 1963     MONUMENTED       TNHD
 GA2598
 GA2598                          STATION DESCRIPTION
 GA2598
 GA2598'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2598'IN TAZEWELL.
 GA2598'THIS MARK IS LOCATED AT THE TAZ 1963 STATION SITE, 25 FEET WEST
 GA2598'OF THE CENTERLINE OF IRISH CEMETERY ROAD AND 32 FEET NORTHWEST
 GA2598'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2598'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA2598'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0206 ***********************************************************************
 GC0206  DESIGNATION -  TED
 GC0206  PID         -  GC0206
 GC0206  STATE/COUNTY-  TN/SUMNER
 GC0206  USGS QUAD   -  BETHPAGE (1994)
 GC0206
 GC0206                         *CURRENT SURVEY CONTROL
 GC0206  ___________________________________________________________________
 GC0206* NAD 83(1995)-  36 23 03.86746(N)    086 18 07.67859(W)     ADJUSTED  
 GC0206* NAVD 88     -       200.976  (meters)     659.37   (feet)  ADJUSTED  
 GC0206  ___________________________________________________________________
 GC0206  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GC0206  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0206  DYNAMIC HT  -         200.811 (meters)     658.83  (feet)  COMP
 GC0206  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0206
 GC0206  HORZ ORDER  -  SECOND
 GC0206  VERT ORDER  -  SECOND    CLASS 0
 GC0206
 GC0206.The horizontal coordinates were established by classical geodetic methods
 GC0206.and adjusted by the National Geodetic Survey in April 1999..
 GC0206
 GC0206.The orthometric height was determined by differential leveling
 GC0206.and adjusted by the National Geodetic Survey in June 1991..
 GC0206
 GC0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0206
 GC0206.The geoid height was determined by GEOID03.
 GC0206
 GC0206.The dynamic height is computed by dividing the NAVD 88
 GC0206.geopotential number by the normal gravity value computed on the
 GC0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0206.degrees latitude (g = 980.6199 gals.).
 GC0206
 GC0206.The modeled gravity was interpolated from observed gravity values.
 GC0206
 GC0206;                    North         East     Units Scale Factor Converg.
 GC0206;SPC TN       -   227,610.855   572,891.593   MT  0.99999444   -0 10 36.8
 GC0206;SPC TN       -   746,753.28  1,879,561.83   sFT  0.99999444   -0 10 36.8
 GC0206;UTM  16      - 4,026,812.372   562,590.899   MT  0.99964827   +0 24 50.4
 GC0206
 GC0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0206!SPC TN       -   0.99997307  x   0.99999444  =   0.99996751
 GC0206!UTM  16      -   0.99997307  x   0.99964827  =   0.99962135
 GC0206
 GC0206:                Primary Azimuth Mark                     Grid Az
 GC0206:SPC TN       -  TED AZ MK                                004 38 15.6
 GC0206:UTM  16      -  TED AZ MK                                004 02 48.4
 GC0206
 GC0206|---------------------------------------------------------------------|
 GC0206| PID    Reference Object                     Distance      Geod. Az  |
 GC0206|                                                           dddmmss.s |
 GC0206| GC0208 TED AZ MK                           APPROX. 0.9 KM 0042738.8 |
 GC0206| GC0207 TED RM 2                             27.134 METERS 00554     |
 GC0206| GC0205 TED RM 1                             21.624 METERS 19035     |
 GC0206|---------------------------------------------------------------------|
 GC0206
 GC0206                          SUPERSEDED SURVEY CONTROL
 GC0206
 GC0206  NAD 83(1995)-  36 23 03.86831(N)    086 18 07.67996(W) AD(       ) 2
 GC0206  NAD 83(1995)-  36 23 03.87499(N)    086 18 07.68193(W) AD(       ) 2
 GC0206  NAD 83(1986)-  36 23 03.87690(N)    086 18 07.68196(W) AD(       ) 2
 GC0206  NAD 27      -  36 23 03.70880(N)    086 18 07.71530(W) AD(       ) 2
 GC0206  NGVD 29 (??/??/??)  201.07   (m)          659.7    (f) RESET       3  
 GC0206
 GC0206.Superseded values are not recommended for survey control.
 GC0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0206.See file dsdata.txt to determine how the superseded data were derived.
 GC0206
 GC0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6259126812(NAD 83)
 GC0206_MARKER: DD = SURVEY DISK
 GC0206_SETTING: 66 = SET IN ROCK OUTCROP
 GC0206_SP_SET: BEDROCK
 GC0206_STAMPING: TED 1961
 GC0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0206+STABILITY: POSITION/ELEVATION WELL
 GC0206
 GC0206  HISTORY     - Date     Condition        Report By
 GC0206  HISTORY     - 1961     MONUMENTED       CGS
 GC0206  HISTORY     - 1961     GOOD             TNHD
 GC0206
 GC0206                          STATION DESCRIPTION
 GC0206
 GC0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GC0206'5.5 MI W FROM HARTSVILLE.
 GC0206'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25 NEAR
 GC0206'HARTSVILLE, GO WEST ON STATE ROUTE 25 FOR 2.65 MILES TO BELOTES
 GC0206'BEND ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.85 MILE TO A LANE
 GC0206'LEFT, TURN LEFT AND GO EAST FOR 0.3 MILE TO A GATE AND A TRACK
 GC0206'ROAD LEFT, TURN LEFT PASSING A BARN, AND GO NORTH FOR 0.15 MILE
 GC0206'TO THE STATION.  THE MARK IS 64 FEET SOUTHEAST OF A 14-INCH
 GC0206'TRIANGLE BLAZED, HACKBERRY TREE, 27 FEET NORTHWEST OF AN 18-INCH
 GC0206'TRIANGLE BLAZED, LOCUST TREE, 19 FEET NORTHEAST OF AN 18-INCH
 GC0206'TRIANGLE BLAZED HACKBERRY TREE, AND 11.7 FEET SOUTH OF A WITNESS
 GC0206'POST.  THE MARK IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 GC0206'BEDROCK.
 GC0206
 GC0206                          STATION RECOVERY (1961)
 GC0206
 GC0206'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0206'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE JUNCTION OF STATE
 GC0206'ROUTE NO. 10-A AND STATE ROUTE NO. 25 ABOUT 5-1/2 MILES WEST OF
 GC0206'HARTSVILLE.
 GC0206'
 GC0206'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 10-A AND
 GC0206'STATE ROUTE NO. 25, GO WEST ON STATE ROUTE NO. 25 FOR 2.65 MILES
 GC0206'TO BELOTES BEND ROAD LEFT, TURN LEFT, SOUTH, AND GO 0.85 MILE TO A
 GC0206'LANE LEFT, TURN LEFT, EAST, AND GO 0.3 MILE TO A GATE AND A TRACK
 GC0206'ROAD LEFT, TURN LEFT, PASSING A BARN, FOR 0.15 MILE TO THE STATION AS
 GC0206'DESCRIBED.
 GC0206'
 GC0206'THE STATION IS 64 FEET SOUTHEAST OF A 14-INCH TRIANGLE BLAZED
 GC0206'HACKBERRY TREE, 27 FEET NORTHWEST OF AN 18-INCH TRIANGLE BLAZED
 GC0206'LOCUST TREE, 19 FEET NORTHEAST OF AN 18-INCH TRIANGLE BLAZED
 GC0206'HACKBERRY TREE, AND 11.7 FEET SOUTH OF A WITNESS POST.  THE MARK
 GC0206'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 GC0206'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED TED 1961.
 GC0206'
 GC0206'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF AN 18-INCH TRIANGLE BLAZED
 GC0206'HACKBERRY TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0206'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND
 GC0206'THE DISK IS STAMPED TED RM-1 1961.
 GC0206'
 GC0206'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF A 14-INCH TRIANGLE BLAZED
 GC0206'HACKBERRY TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0206'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND
 GC0206'THE DISK IS STAMPED TED RM-2 1961.
 GC0206'
 GC0206'THE AZIMUTH MARK IS 225 FEET EAST OF A GATE, 58 FEET SOUTH OF THE
 GC0206'APPROXIMATE CENTER OF STATE ROUTE NO. 25, 3 FEET NORTH OF A
 GC0206'FENCE, AND 2.3 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS A
 GC0206'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC0206'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TED AZI
 GC0206'1961.
 GC0206'
 GC0206'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE NO. 10-A
 GC0206'AND STATE ROUTE NO. 25, GO WEST ON STATE ROUTE NO. 25 FOR 2.25
 GC0206'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0206'
 GC0206'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0208 ***********************************************************************
 GC0208  DESIGNATION -  TED AZ MK
 GC0208  PID         -  GC0208
 GC0208  STATE/COUNTY-  TN/SUMNER
 GC0208  USGS QUAD   -  BETHPAGE (1994)
 GC0208
 GC0208                         *CURRENT SURVEY CONTROL
 GC0208  ___________________________________________________________________
 GC0208* NAD 83(1995)-  36 23 34.30070(N)    086 18 04.74200(W)     ADJUSTED  
 GC0208* NAVD 88     -       152.535  (meters)     500.44   (feet)  ADJUSTED  
 GC0208  ___________________________________________________________________
 GC0208  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GC0208  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0208  DYNAMIC HT  -         152.410 (meters)     500.03  (feet)  COMP
 GC0208  MODELED GRAV-     979,810.5   (mgal)                       NAVD 88
 GC0208
 GC0208  HORZ ORDER  -  SECOND
 GC0208  VERT ORDER  -  SECOND    CLASS 0
 GC0208
 GC0208.The horizontal coordinates were established by classical geodetic methods
 GC0208.and adjusted by the National Geodetic Survey in April 1999..
 GC0208
 GC0208.The orthometric height was determined by differential leveling
 GC0208.and adjusted by the National Geodetic Survey in June 1991..
 GC0208
 GC0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0208
 GC0208.The geoid height was determined by GEOID03.
 GC0208
 GC0208.The dynamic height is computed by dividing the NAVD 88
 GC0208.geopotential number by the normal gravity value computed on the
 GC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0208.degrees latitude (g = 980.6199 gals.).
 GC0208
 GC0208.The modeled gravity was interpolated from observed gravity values.
 GC0208
 GC0208;                    North         East     Units Scale Factor Converg.
 GC0208;SPC TN       -   228,548.693   572,967.670   MT  0.99999586   -0 10 35.1
 GC0208;SPC TN       -   749,830.17  1,879,811.43   sFT  0.99999586   -0 10 35.1
 GC0208;UTM  16      - 4,027,750.619   562,657.277   MT  0.99964837   +0 24 52.4
 GC0208
 GC0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0208!SPC TN       -   0.99998067  x   0.99999586  =   0.99997653
 GC0208!UTM  16      -   0.99998067  x   0.99964837  =   0.99962905
 GC0208
 GC0208                          SUPERSEDED SURVEY CONTROL
 GC0208
 GC0208  NAD 83(1995)-  36 23 34.30155(N)    086 18 04.74333(W) AD(       ) 2
 GC0208  NAD 83(1995)-  36 23 34.30828(N)    086 18 04.74537(W) AD(       ) 2
 GC0208  NAD 83(1986)-  36 23 34.31016(N)    086 18 04.74538(W) AD(       ) 2
 GC0208  NAD 27      -  36 23 34.14260(N)    086 18 04.77880(W) AD(       ) 2
 GC0208  NGVD 29 (??/??/??)  152.62   (m)          500.7    (f) RESET       3  
 GC0208
 GC0208.Superseded values are not recommended for survey control.
 GC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0208.See file dsdata.txt to determine how the superseded data were derived.
 GC0208
 GC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6265727751(NAD 83)
 GC0208_MARKER: DD = SURVEY DISK
 GC0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0208_STAMPING: TED AZI 1961
 GC0208_MARK LOGO: TNHD  
 GC0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0208+STABILITY: SURFACE MOTION
 GC0208
 GC0208  HISTORY     - Date     Condition        Report By
 GC0208  HISTORY     - 1961     MONUMENTED       TNHD
 GC0208
 GC0208                          STATION DESCRIPTION
 GC0208
 GC0208'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0208'5.5 MI W FROM HARTSVILLE.
 GC0208'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25 NEAR
 GC0208'HARTSVILLE, GO WEST ON STATE ROUTE 25 FOR 2.25 MILES TO THE MARK
 GC0208'ON THE LEFT.  THE MARK IS LOCATED 58 FEET SOUTH OF THE CENTERLINE
 GC0208'OF STATE ROUTE 25, 225 FEET EAST OF A GATE, 3 FEET NORTH OF A
 GC0208'FENCE AND 2.3 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS
 GC0208'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0208'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0205 ***********************************************************************
 GC0205  DESIGNATION -  TED RM 1
 GC0205  PID         -  GC0205
 GC0205  STATE/COUNTY-  TN/SUMNER
 GC0205  USGS QUAD   -  BETHPAGE (1994)
 GC0205
 GC0205                         *CURRENT SURVEY CONTROL
 GC0205  ___________________________________________________________________
 GC0205* NAD 83(1986)-  36 23 04.     (N)    086 18 08.     (W)     SCALED    
 GC0205* NAVD 88     -       202.091  (meters)     663.03   (feet)  ADJUSTED  
 GC0205  ___________________________________________________________________
 GC0205  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0205  DYNAMIC HT  -         201.926 (meters)     662.49  (feet)  COMP
 GC0205  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0205
 GC0205  VERT ORDER  -  SECOND    CLASS 0
 GC0205
 GC0205.The horizontal coordinates were scaled from a topographic map and have
 GC0205.an estimated accuracy of +/- 6 seconds.
 GC0205
 GC0205.The orthometric height was determined by differential leveling
 GC0205.and adjusted by the National Geodetic Survey in June 1991..
 GC0205
 GC0205.The geoid height was determined by GEOID03.
 GC0205
 GC0205.The dynamic height is computed by dividing the NAVD 88
 GC0205.geopotential number by the normal gravity value computed on the
 GC0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0205.degrees latitude (g = 980.6199 gals.).
 GC0205
 GC0205.The modeled gravity was interpolated from observed gravity values.
 GC0205
 GC0205;                    North         East    Units  Estimated Accuracy
 GC0205;SPC TN       -   227,620.      572,880.      MT  (+/- 180 meters Scaled)
 GC0205
 GC0205                          SUPERSEDED SURVEY CONTROL
 GC0205
 GC0205  NGVD 29 (??/??/92)  202.154  (m)          663.23   (f) ADJ UNCH    2 0
 GC0205
 GC0205.Superseded values are not recommended for survey control.
 GC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0205.See file dsdata.txt to determine how the superseded data were derived.
 GC0205
 GC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF625268(NAD 83)
 GC0205_MARKER: DD = SURVEY DISK
 GC0205_SETTING: 66 = SET IN ROCK OUTCROP
 GC0205_SP_SET: BEDROCK
 GC0205_STAMPING: TED RM-1 1961
 GC0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0205+STABILITY: POSITION/ELEVATION WELL
 GC0205
 GC0205  HISTORY     - Date     Condition        Report By
 GC0205  HISTORY     - 1961     MONUMENTED       TNHD
 GC0205
 GC0205                          STATION DESCRIPTION
 GC0205
 GC0205'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0205'5.5 MI W FROM HARTSVILLE.
 GC0205'THIS MARK IS LOCATED AT THE TED 1961 STATION SITE, 54 FEET SOUTH
 GC0205'OF AN 18-INCH TRIANGLE BLAZED, HACKBERRY TREE.  THE MARK IS 71
 GC0205'FEET SOUTH OF THE STATION AND CEMENTED IN A DRILLED HOLE IN
 GC0205'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0207 ***********************************************************************
 GC0207  DESIGNATION -  TED RM 2
 GC0207  PID         -  GC0207
 GC0207  STATE/COUNTY-  TN/SUMNER
 GC0207  USGS QUAD   -  BETHPAGE (1994)
 GC0207
 GC0207                         *CURRENT SURVEY CONTROL
 GC0207  ___________________________________________________________________
 GC0207* NAD 83(1986)-  36 23 04.     (N)    086 18 08.     (W)     SCALED    
 GC0207* NAVD 88     -       198.126  (meters)     650.02   (feet)  ADJUSTED  
 GC0207  ___________________________________________________________________
 GC0207  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0207  DYNAMIC HT  -         197.964 (meters)     649.49  (feet)  COMP
 GC0207  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0207
 GC0207  VERT ORDER  -  SECOND    CLASS 0
 GC0207
 GC0207.The horizontal coordinates were scaled from a topographic map and have
 GC0207.an estimated accuracy of +/- 6 seconds.
 GC0207
 GC0207.The orthometric height was determined by differential leveling
 GC0207.and adjusted by the National Geodetic Survey in June 1991..
 GC0207
 GC0207.The geoid height was determined by GEOID03.
 GC0207
 GC0207.The dynamic height is computed by dividing the NAVD 88
 GC0207.geopotential number by the normal gravity value computed on the
 GC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0207.degrees latitude (g = 980.6199 gals.).
 GC0207
 GC0207.The modeled gravity was interpolated from observed gravity values.
 GC0207
 GC0207;                    North         East    Units  Estimated Accuracy
 GC0207;SPC TN       -   227,620.      572,880.      MT  (+/- 180 meters Scaled)
 GC0207
 GC0207                          SUPERSEDED SURVEY CONTROL
 GC0207
 GC0207  NGVD 29 (??/??/92)  198.189  (m)          650.23   (f) ADJ UNCH    2 0
 GC0207
 GC0207.Superseded values are not recommended for survey control.
 GC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0207.See file dsdata.txt to determine how the superseded data were derived.
 GC0207
 GC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF625268(NAD 83)
 GC0207_MARKER: DD = SURVEY DISK
 GC0207_SETTING: 66 = SET IN ROCK OUTCROP
 GC0207_SP_SET: BEDROCK
 GC0207_STAMPING: TED RM-2 1961
 GC0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0207+STABILITY: POSITION/ELEVATION WELL
 GC0207
 GC0207  HISTORY     - Date     Condition        Report By
 GC0207  HISTORY     - 1961     MONUMENTED       TNHD
 GC0207
 GC0207                          STATION DESCRIPTION
 GC0207
 GC0207'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0207'5.5 MI W FROM HARTSVILLE.
 GC0207'THIS MARK IS LOCATED AT THE TED 1961 STATION SITE, 27 FEET
 GC0207'NORTH OF A 14-INCH TRIANGLE BLAZED, HACKBERRY TREE.  THE MARK
 GC0207'IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2348 ***********************************************************************
 GC2348  DESIGNATION -  TEL
 GC2348  PID         -  GC2348
 GC2348  STATE/COUNTY-  TN/DAVIDSON
 GC2348  USGS QUAD   -  WHITES CREEK (1994)
 GC2348
 GC2348                         *CURRENT SURVEY CONTROL
 GC2348  ___________________________________________________________________
 GC2348* NAD 83(1995)-  36 16 03.66221(N)    086 47 21.27718(W)     ADJUSTED  
 GC2348* NAVD 88     -       257.4    (meters)     844.     (feet)  VERTCON   
 GC2348  ___________________________________________________________________
 GC2348  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GC2348  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2348
 GC2348  HORZ ORDER  -  SECOND
 GC2348
 GC2348.The horizontal coordinates were established by classical geodetic methods
 GC2348.and adjusted by the National Geodetic Survey in April 1999..
 GC2348
 GC2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2348
 GC2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2348
 GC2348.The geoid height was determined by GEOID03.
 GC2348
 GC2348;                    North         East     Units Scale Factor Converg.
 GC2348;SPC TN       -   214,902.905   529,082.548   MT  0.99997697   -0 27 43.4
 GC2348;SPC TN       -   705,060.61  1,735,831.66   sFT  0.99997697   -0 27 43.4
 GC2348;UTM  16      - 4,013,659.777   518,930.580   MT  0.99960442   +0 07 28.8
 GC2348
 GC2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2348!SPC TN       -   0.99996421  x   0.99997697  =   0.99994118
 GC2348!UTM  16      -   0.99996421  x   0.99960442  =   0.99956865
 GC2348
 GC2348|---------------------------------------------------------------------|
 GC2348| PID    Reference Object                     Distance      Geod. Az  |
 GC2348|                                                           dddmmss.s |
 GC2348| CG7639 TEL RM 2                             22.849 METERS 10849     |
 GC2348| CG7638 TEL RM 1                             23.638 METERS 23915     |
 GC2348| GC0890 TEL AZ MK                           APPROX. 1.2 KM 3360209.2 |
 GC2348|---------------------------------------------------------------------|
 GC2348
 GC2348                          SUPERSEDED SURVEY CONTROL
 GC2348
 GC2348  NAD 83(1995)-  36 16 03.66390(N)    086 47 21.27900(W) AD(       ) 2
 GC2348  NAD 83(1995)-  36 16 03.66676(N)    086 47 21.27978(W) AD(       ) 2
 GC2348  NAD 83(1986)-  36 16 03.67240(N)    086 47 21.28030(W) AD(       ) 2
 GC2348  NAD 27      -  36 16 03.48038(N)    086 47 21.28804(W) AD(       ) 2
 GC2348  NGVD 29 (07/19/86)  257.5    (m)          845.     (f) VERT ANG       
 GC2348
 GC2348.Superseded values are not recommended for survey control.
 GC2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2348.See file dsdata.txt to determine how the superseded data were derived.
 GC2348
 GC2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1893113660(NAD 83)
 GC2348_MARKER: DD = SURVEY DISK
 GC2348_SETTING: 66 = SET IN ROCK OUTCROP
 GC2348_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GC2348
 GC2348  HISTORY     - Date     Condition        Report By
 GC2348  HISTORY     - 1965     MONUMENTED       TNHD
 GC2348
 GC2348                          STATION DESCRIPTION
 GC2348
 GC2348'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2348'THE STATION IS LOCATED AT THE WLAC-TV MAST SITE, ABOUT 7 MILES NORTH
 GC2348'OF NASHVILLE AND ABOUT 2 MILES EAST OF WHITES CREEK.
 GC2348'
 GC2348'TO REACH THE STATION FROM THE JUNCTION OF OLD HICKORY BOULEVARD AND
 GC2348'U.S. HIGHWAY 431, JUST NORTH OF THE POST OFFICE IN WHITES CREEK, GO
 GC2348'EASTERLY ON OLD HICKORY BOULEVARD FOR 2.3 MILES TO THE AZIMUTH MARK
 GC2348'ON THE LEFT. CONTINUE STRAIGHT AHEAD ON OLD HICKORY BOULEVARD
 GC2348'FOR 0.6 MILE TO A PAVED ROAD RIGHT (BRICK CHURCH PIKE), TURN RIGHT,
 GC2348'SOUTHEAST, AND FOLLOW BRICK CHURCH PIKE FOR 0.25 MILE TO A PAVED
 GC2348'DRIVE RIGHT, TURN RIGHT AND GO 0.25 MILE ON THE PAVED DRIVE TO A
 GC2348'LOCKED GATE. PASS THROUGH THE LOCKED GATE AND CONTINUE ON WINDING
 GC2348'PAVED DRIVE FOR 0.6 MILE TO A BRICK TRANSMITTOR BUILDING AND A
 GC2348'TELEVISION MAST. PASS TO NORTH SIDE OF THE BUILDING AND MAST AND
 GC2348'FOLLOW A TRACK ROAD WESTERLY FOR 0.1 MILE TO A SMALL WOODEN SHED
 GC2348'AND THE STATION ON THE RIGHT.
 GC2348'
 GC2348'THE STATION IS 23 FEET WEST OF THE SOUTHWEST CORNER OF THE WOODEN
 GC2348'SHED, 14 FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND
 GC2348'13 FEET SOUTH OF A WIRE FENCE. THE SURFACE MARK IS A STANDARD
 GC2348'TENNESSEE HIGHWAY DEPARMENT DISK CEMENTED IN A FISSURE IN BEDROCK
 GC2348'ABOUT 10 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED TEL 1965.
 GC2348'NO UNDERGROUND MARK WAS ESTABLISHED AT THIS STATION.
 GC2348'
 GC2348'REFERENCE MARK NO. 1 IS 4 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC2348'THE TRACK ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2348'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2348'AND THE DISK IS STAMPED TEL RM-1 1965.
 GC2348'
 GC2348'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2348'THE TRACK ROAD AND 4 FEET NORTHEAST OF A 12-INCH ELM TREE. THE MARK
 GC2348'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2348'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2348'STAMPED TEL RM-2 1965.
 GC2348'
 GC2348'THE AZIMUTH MARK IS 36 FEET SOUTHWEST OF POWER POLE NO. 5525-5, 24
 GC2348'FEET NORTHWEST OF THE APPROXIMATE CENTER OF OLD HICKORY
 GC2348'BOULEVARD, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND 1
 GC2348'FOOT SOUTHEAST OF A BARBED WIRE FENCE. THE MARK IS A STANDARD
 GC2348'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2348'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TEL AZI 1965.
 GC2348'
 GC2348'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2348'
 GC2348'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0890 ***********************************************************************
 GC0890  DESIGNATION -  TEL AZ MK
 GC0890  PID         -  GC0890
 GC0890  STATE/COUNTY-  TN/DAVIDSON
 GC0890  USGS QUAD   -  WHITES CREEK (1994)
 GC0890
 GC0890                         *CURRENT SURVEY CONTROL
 GC0890  ___________________________________________________________________
 GC0890* NAD 83(1995)-  36 16 38.39911(N)    086 47 40.34609(W)     ADJUSTED  
 GC0890* NAVD 88     -       157.895  (meters)     518.03   (feet)  ADJUSTED  
 GC0890  ___________________________________________________________________
 GC0890  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC0890  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0890  DYNAMIC HT  -         157.761 (meters)     517.59  (feet)  COMP
 GC0890  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 GC0890
 GC0890  HORZ ORDER  -  SECOND
 GC0890  VERT ORDER  -  SECOND    CLASS 0
 GC0890
 GC0890.The horizontal coordinates were established by classical geodetic methods
 GC0890.and adjusted by the National Geodetic Survey in April 1999..
 GC0890
 GC0890.The orthometric height was determined by differential leveling
 GC0890.and adjusted by the National Geodetic Survey in June 1991..
 GC0890
 GC0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0890
 GC0890.The geoid height was determined by GEOID03.
 GC0890
 GC0890.The dynamic height is computed by dividing the NAVD 88
 GC0890.geopotential number by the normal gravity value computed on the
 GC0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0890.degrees latitude (g = 980.6199 gals.).
 GC0890
 GC0890.The modeled gravity was interpolated from observed gravity values.
 GC0890
 GC0890;                    North         East     Units Scale Factor Converg.
 GC0890;SPC TN       -   215,977.405   528,615.296   MT  0.99997825   -0 27 54.6
 GC0890;SPC TN       -   708,585.87  1,734,298.68   sFT  0.99997825   -0 27 54.6
 GC0890;UTM  16      - 4,014,729.036   518,452.528   MT  0.99960420   +0 07 17.7
 GC0890
 GC0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0890!SPC TN       -   0.99997984  x   0.99997825  =   0.99995809
 GC0890!UTM  16      -   0.99997984  x   0.99960420  =   0.99958405
 GC0890
 GC0890                          SUPERSEDED SURVEY CONTROL
 GC0890
 GC0890  NAD 83(1995)-  36 16 38.40080(N)    086 47 40.34791(W) AD(       ) 2
 GC0890  NAD 83(1995)-  36 16 38.40374(N)    086 47 40.34880(W) AD(       ) 2
 GC0890  NAD 83(1986)-  36 16 38.40937(N)    086 47 40.34926(W) AD(       ) 2
 GC0890  NAD 27      -  36 16 38.21788(N)    086 47 40.35669(W) AD(       ) 2
 GC0890  NGVD 29 (??/??/92)  157.936  (m)          518.16   (f) ADJ UNCH    2 0
 GC0890
 GC0890.Superseded values are not recommended for survey control.
 GC0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0890.See file dsdata.txt to determine how the superseded data were derived.
 GC0890
 GC0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1845314729(NAD 83)
 GC0890_MARKER: DD = SURVEY DISK
 GC0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC0890_STAMPING: TEL AZI 1965
 GC0890_MARK LOGO: TNHD  
 GC0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0890+STABILITY: SURFACE MOTION
 GC0890
 GC0890  HISTORY     - Date     Condition        Report By
 GC0890  HISTORY     - 1965     MONUMENTED       TNHD
 GC0890
 GC0890                          STATION DESCRIPTION
 GC0890
 GC0890'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0890'2 MI E FROM WHITE CREEK.
 GC0890'FROM THE JUNCTION OF OLD HICKORY BOULEVARD AND U.S. HIGHWAY
 GC0890'431, JUST NORTH OF THE POST OFFICE IN WHITE CREEK, GO EASTERLY
 GC0890'ON OLD HICKORY BOULEVARD FOR 2.3 MILES TO THE MARK ON THE LEFT,
 GC0890'36 FEET SOUTHWEST OF POWER POLE NO. 5525-5, 24 FEET NORTHWEST
 GC0890'OF THE APPROXIMATE CENTER OF OLD HICKORY BOULEVARD, 14 FEET
 GC0890'SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT SOUTHEAST
 GC0890'OF A BARBED WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0890'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0890'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0966 ***********************************************************************
 GA0966  DESIGNATION -  TELFORD
 GA0966  PID         -  GA0966
 GA0966  STATE/COUNTY-  TN/WASHINGTON
 GA0966  USGS QUAD   -  TELFORD (1971)
 GA0966
 GA0966                         *CURRENT SURVEY CONTROL
 GA0966  ___________________________________________________________________
 GA0966* NAD 83(1995)-  36 13 59.66247(N)    082 33 31.80089(W)     ADJUSTED  
 GA0966* NAVD 88     -       494.157  (meters)    1621.25   (feet)  POSTED    
 GA0966  ___________________________________________________________________
 GA0966  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GA0966  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0966  DYNAMIC HT  -         493.690 (meters)    1619.71  (feet)  COMP
 GA0966  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 GA0966
 GA0966  HORZ ORDER  -  THIRD
 GA0966  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GA0966
 GA0966.The horizontal coordinates were established by classical geodetic methods
 GA0966.and adjusted by the National Geodetic Survey in April 1999..
 GA0966
 GA0966.The orthometric height was determined by differential leveling
 GA0966.and adjusted by the National Geodetic Survey in 1992..
 GA0966.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GA0966.rate of 1.1 thru 2.0 mm/km.
 GA0966
 GA0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0966
 GA0966.The geoid height was determined by GEOID03.
 GA0966
 GA0966.The dynamic height is computed by dividing the NAVD 88
 GA0966.geopotential number by the normal gravity value computed on the
 GA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0966.degrees latitude (g = 980.6199 gals.).
 GA0966
 GA0966.The modeled gravity was interpolated from observed gravity values.
 GA0966
 GA0966;                    North         East     Units Scale Factor Converg.
 GA0966;SPC TN       -   216,232.879   909,279.846   MT  0.99997260   +2 00 52.5
 GA0966;SPC TN       -   709,424.04  2,983,195.63   sFT  0.99997260   +2 00 52.5
 GA0966;UTM  17      - 4,010,945.160   359,915.649   MT  0.99984179   -0 55 17.5
 GA0966
 GA0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0966!SPC TN       -   0.99992736  x   0.99997260  =   0.99989996
 GA0966!UTM  17      -   0.99992736  x   0.99984179  =   0.99976916
 GA0966
 GA0966|---------------------------------------------------------------------|
 GA0966| PID    Reference Object                     Distance      Geod. Az  |
 GA0966|                                                           dddmmss.s |
 GA0966| GA0965 TELFORD RM 1                         43.635 METERS 04522     |
 GA0966| DC2567 TELFORD RM 2                         22.936 METERS 15805     |
 GA0966| GA0967 TELFORD AZ MK                                      2122559.6 |
 GA0966| GA3399 QUAKER                              APPROX.14.1 KM 2642049.9 |
 GA0966|---------------------------------------------------------------------|
 GA0966
 GA0966                          SUPERSEDED SURVEY CONTROL
 GA0966
 GA0966  NAD 83(1995)-  36 13 59.66574(N)    082 33 31.80591(W) AD(       ) 3
 GA0966  NAD 83(1995)-  36 13 59.66557(N)    082 33 31.81452(W) AD(       ) 3
 GA0966  NAD 83(1995)-  36 13 59.66649(N)    082 33 31.80482(W) AD(       ) 3
 GA0966  NAD 83(1986)-  36 13 59.67240(N)    082 33 31.80750(W) AD(       ) 3
 GA0966  NAD 27      -  36 13 59.29000(N)    082 33 32.27000(W) AD(       ) 3
 GA0966  NGVD 29 (??/??/92)  494.300  (m)         1621.72   (f) ADJ UNCH    2 0
 GA0966
 GA0966.Superseded values are not recommended for survey control.
 GA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0966.See file dsdata.txt to determine how the superseded data were derived.
 GA0966
 GA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5991610945(NAD 83)
 GA0966_MARKER: DS = TRIANGULATION STATION DISK
 GA0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0966_STAMPING: TELFORD 1934
 GA0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0966+STABILITY: SURFACE MOTION
 GA0966
 GA0966  HISTORY     - Date     Condition        Report By
 GA0966  HISTORY     - 1934     MONUMENTED       CGS
 GA0966  HISTORY     - 1934     GOOD             CGS
 GA0966  HISTORY     - 1955     GOOD             TVA
 GA0966
 GA0966                          STATION DESCRIPTION
 GA0966
 GA0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA0966'ABOUT 1.5 MILES SOUTH OF TELFORD RAILROAD STATION, ON WEST SIDE OF
 GA0966'U.S.  ROUTE 11E,
 GA0966'ON PROPERTY OF E.  M.  WARWICK, 75 FEET FROM
 GA0966'NORTHEAST CORNER OF WARWICKS
 GA0966'HOUSE, 53.0 FEET SOUTH OF WARWICKS
 GA0966'DRIVEWAY ENTRANCE, 27.2 FEET SOUTH OF
 GA0966'ELECTRIC-LIGHT POLE NO.  175,
 GA0966'AND 21.6 FEET WEST OF CENTER LINE OF ROAD.  SURFACE AND
 GA0966'UNDERGROUND
 GA0966'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA0966'REFERENCE AND
 GA0966'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 GA0966'NO.  1 IS 35.05 FEET
 GA0966'EAST OF CENTER LINE OF ROUTE 11E, 4.3
 GA0966'FEET INSIDE FENCE LINE, BETWEEN FENCE LINE AND
 GA0966'EDGE OF WOODS, 4 FEET ABOVE HIGHWAY, 16.5 FEET FROM
 GA0966'TELEPHONE POLE, 3.5 FEET FROM 10-INCH TWIN
 GA0966'BLACK-OAK TREE, AND 143.16 FEET FROM STATION N 45 DEG 22 MIN E.  NO.
 GA0966'2 IS IN PINE GROVE, 30.8 FEET EAST OF CENTER LINE OF ROUTE 11E,
 GA0966'13.6 FEET FROM
 GA0966'TELEPHONE POLE, 5 FEET ABOVE HIGHWAY, 3.5 FEET INSIDE
 GA0966'FENCE LINE, AND 75.25 FEET FROM
 GA0966'STATION S 21 DEG 55 MIN E.
 GA0966'AZIMUTH MARK IS IN EDGE OF FIELD, 55.3 FEET SOUTH
 GA0966'OF POLE NO.  168 ON
 GA0966'NORTHWEST SIDE OF ROAD, 45.0 FEET SOUTHEAST OF CENTER LINE OF ROUTE
 GA0966'11 E, 2.5 FEET
 GA0966'SOUTHEAST OF FENCE LINE, AND ABOUT 0.15 MILE FROM
 GA0966'STATION S 32 DEG 26 MIN W.
 GA0966
 GA0966                          STATION RECOVERY (1934)
 GA0966
 GA0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GA0966'1.4 MI SW FROM TELFORD.
 GA0966'1.4 MILES SOUTHWEST ALONG AN ASPHALT PAVED HIGHWAY FROM THE POST
 GA0966'OFFICE AT TELFORD, WASHINGTON COUNTY, AT THE L.M. WARRICK RESIDENCE,
 GA0966'65 FEET NORTH OF THE HOUSE, 18 FEET WEST OF THE CENTERLINE OF THE
 GA0966'HIGHWAY, AT THE EDGE OF THE LAWN, AND 1 FOOT LOWER THAN THE
 GA0966'HIGHWAY, 6 FEET NORTHWEST OF STEEL WITNESS POST.  A STANDARD
 GA0966'TRIANGULATION-STATION DISK, STAMPED TELFORD 1934 AND SET IN THE
 GA0966'TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET 6 FT SE OF
 GA0966'STATION.
 GA0966
 GA0966                          STATION RECOVERY (1955)
 GA0966
 GA0966'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0967 ***********************************************************************
 GA0967  DESIGNATION -  TELFORD AZ MK
 GA0967  PID         -  GA0967
 GA0967  STATE/COUNTY-  TN/WASHINGTON
 GA0967  USGS QUAD   -  TELFORD (1971)
 GA0967
 GA0967                         *CURRENT SURVEY CONTROL
 GA0967  ___________________________________________________________________
 GA0967* NAD 83(1986)-  36 13 52.     (N)    082 33 37.     (W)     SCALED    
 GA0967* NAVD 88     -       488.512  (meters)    1602.73   (feet)  POSTED    
 GA0967  ___________________________________________________________________
 GA0967  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0967  DYNAMIC HT  -         488.050 (meters)    1601.21  (feet)  COMP
 GA0967  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 GA0967
 GA0967  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0967
 GA0967.The horizontal coordinates were scaled from a topographic map and have
 GA0967.an estimated accuracy of +/- 6 seconds.
 GA0967
 GA0967.The orthometric height was determined by differential leveling
 GA0967.and adjusted by the National Geodetic Survey in 1992..
 GA0967.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0967.rate of 0.0 thru 1.0 mm/km.
 GA0967
 GA0967.The geoid height was determined by GEOID03.
 GA0967
 GA0967.The dynamic height is computed by dividing the NAVD 88
 GA0967.geopotential number by the normal gravity value computed on the
 GA0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0967.degrees latitude (g = 980.6199 gals.).
 GA0967
 GA0967.The modeled gravity was interpolated from observed gravity values.
 GA0967
 GA0967;                    North         East    Units  Estimated Accuracy
 GA0967;SPC TN       -   215,990.      909,160.      MT  (+/- 180 meters Scaled)
 GA0967
 GA0967                          SUPERSEDED SURVEY CONTROL
 GA0967
 GA0967  NGVD 29 (??/??/92)  488.656  (m)         1603.20   (f) ADJ UNCH    2 0
 GA0967
 GA0967.Superseded values are not recommended for survey control.
 GA0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0967.See file dsdata.txt to determine how the superseded data were derived.
 GA0967
 GA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA597107(NAD 83)
 GA0967_MARKER: DZ = AZIMUTH MARK DISK
 GA0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0967_STAMPING: TELFORD AZI 1934
 GA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0967+STABILITY: SURFACE MOTION
 GA0967
 GA0967  HISTORY     - Date     Condition        Report By
 GA0967  HISTORY     - 1934     MONUMENTED       CGS
 GA0967  HISTORY     - 1955     GOOD             TVA
 GA0967
 GA0967                          STATION DESCRIPTION
 GA0967
 GA0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0967'1.6 MI SW FROM TELFORD.
 GA0967'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0967'AT TELFORD, WASHINGTON COUNTY, 30 YARDS EAST OF POWER-TRANSMISSION
 GA0967'LINE POLE 167, 22.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0967'47 YARDS WEST OF THE TIMBER LINE, 3-1/2 FEET HIGHER THAN THE HIGHWAY
 GA0967'AND 4 FEET SOUTH OF STEEL WITNESS POST.  A STANDARD AZIMUTH-MARK
 GA0967'DISK, STAMPED TELFORD AZI 1934 AND SET IN THE TOP OF A CONCRETE
 GA0967'POST.  NOTE-- POST AND SIGN SET IN FENCE LINE 4 FT N OF STATION.
 GA0967
 GA0967                          STATION RECOVERY (1955)
 GA0967
 GA0967'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0965 ***********************************************************************
 GA0965  DESIGNATION -  TELFORD RM 1
 GA0965  PID         -  GA0965
 GA0965  STATE/COUNTY-  TN/WASHINGTON
 GA0965  USGS QUAD   -  TELFORD (1971)
 GA0965
 GA0965                         *CURRENT SURVEY CONTROL
 GA0965  ___________________________________________________________________
 GA0965* NAD 83(1986)-  36 13 59.     (N)    082 33 32.     (W)     SCALED    
 GA0965* NAVD 88     -       495.220  (meters)    1624.73   (feet)  POSTED    
 GA0965  ___________________________________________________________________
 GA0965  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0965  DYNAMIC HT  -         494.750 (meters)    1623.19  (feet)  COMP
 GA0965  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 GA0965
 GA0965  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GA0965
 GA0965.The horizontal coordinates were scaled from a topographic map and have
 GA0965.an estimated accuracy of +/- 6 seconds.
 GA0965
 GA0965.The orthometric height was determined by differential leveling
 GA0965.and adjusted by the National Geodetic Survey in 1992..
 GA0965.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GA0965.rate of 1.1 thru 2.0 mm/km.
 GA0965
 GA0965.The geoid height was determined by GEOID03.
 GA0965
 GA0965.The dynamic height is computed by dividing the NAVD 88
 GA0965.geopotential number by the normal gravity value computed on the
 GA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0965.degrees latitude (g = 980.6199 gals.).
 GA0965
 GA0965.The modeled gravity was interpolated from observed gravity values.
 GA0965
 GA0965;                    North         East    Units  Estimated Accuracy
 GA0965;SPC TN       -   216,210.      909,280.      MT  (+/- 180 meters Scaled)
 GA0965
 GA0965                          SUPERSEDED SURVEY CONTROL
 GA0965
 GA0965  NGVD 29 (??/??/92)  495.364  (m)         1625.21   (f) ADJ UNCH    2 0
 GA0965
 GA0965.Superseded values are not recommended for survey control.
 GA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0965.See file dsdata.txt to determine how the superseded data were derived.
 GA0965
 GA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA599109(NAD 83)
 GA0965_MARKER: DR = REFERENCE MARK DISK
 GA0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0965_STAMPING: TELFORD NO 1 1934
 GA0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0965+STABILITY: SURFACE MOTION
 GA0965
 GA0965  HISTORY     - Date     Condition        Report By
 GA0965  HISTORY     - 1934     MONUMENTED       CGS
 GA0965  HISTORY     - 1955     GOOD             TVA
 GA0965
 GA0965                          STATION DESCRIPTION
 GA0965
 GA0965'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA0965'1.4 MI SW FROM TELFORD.
 GA0965'1.4 MILES SOUTHWEST ALONG AN ASPHALT PAVED HIGHWAY FROM THE POST
 GA0965'OFFICE AT TELFORD, WASHINGTON COUNTY, AT THE L.M. WARRICK RESIDENCE,
 GA0965'58 YARDS NORTH OF THE HOUSE, 30 FEET EAST OF THE CENTERLINE OF
 GA0965'THE HIGHWAY, AT THE EDGE OF THE WOODS, AND 3 FEET HIGHER THAN
 GA0965'THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED TELFORD NO
 GA0965'1 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST AND
 GA0965'SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2541 ***********************************************************************
 GB2541  DESIGNATION -  TELL
 GB2541  PID         -  GB2541
 GB2541  STATE/COUNTY-  TN/ANDERSON
 GB2541  USGS QUAD   -  NORRIS (1990)
 GB2541
 GB2541                         *CURRENT SURVEY CONTROL
 GB2541  ___________________________________________________________________
 GB2541* NAD 83(1995)-  36 09 57.30414(N)    084 02 15.07787(W)     ADJUSTED  
 GB2541* NAVD 88     -       332.2    (meters)    1090.     (feet)  VERTCON   
 GB2541  ___________________________________________________________________
 GB2541  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 GB2541  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB2541
 GB2541  HORZ ORDER  -  SECOND
 GB2541
 GB2541.The horizontal coordinates were established by classical geodetic methods
 GB2541.and adjusted by the National Geodetic Survey in April 1999..
 GB2541
 GB2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2541
 GB2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2541
 GB2541.The geoid height was determined by GEOID03.
 GB2541
 GB2541;                    North         East     Units Scale Factor Converg.
 GB2541;SPC TN       -   205,095.230   776,554.910   MT  0.99996512   +1 08 56.1
 GB2541;SPC TN       -   672,883.27  2,547,747.23   sFT  0.99996512   +1 08 56.1
 GB2541;UTM  16      - 4,006,418.958   766,477.067   MT  1.00047504   +1 44 57.3
 GB2541;UTM  17      - 4,006,627.784   226,770.828   MT  1.00051995   -1 47 37.1
 GB2541
 GB2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2541!SPC TN       -   0.99995267  x   0.99996512  =   0.99991779
 GB2541!UTM  16      -   0.99995267  x   1.00047504  =   1.00042769
 GB2541!UTM  17      -   0.99995267  x   1.00051995  =   1.00047259
 GB2541
 GB2541|---------------------------------------------------------------------|
 GB2541| PID    Reference Object                     Distance      Geod. Az  |
 GB2541|                                                           dddmmss.s |
 GB2541| DC2569 TELL RM 1                             7.015 METERS 13258     |
 GB2541| DC2570 TELL RM 2                             4.861 METERS 30233     |
 GB2541| GB0758 TELL AZ MK                                         3100621.8 |
 GB2541|---------------------------------------------------------------------|
 GB2541
 GB2541                          SUPERSEDED SURVEY CONTROL
 GB2541
 GB2541  NAD 83(1995)-  36 09 57.30879(N)    084 02 15.08040(W) AD(       ) 2
 GB2541  NAD 83(1995)-  36 09 57.30988(N)    084 02 15.07985(W) AD(       ) 2
 GB2541  NAD 83(1986)-  36 09 57.31628(N)    084 02 15.07633(W) AD(       ) 2
 GB2541  NAD 27      -  36 09 57.03653(N)    084 02 15.37958(W) AD(       ) 2
 GB2541  NGVD 29 (07/19/86)  332.3    (m)         1090.     (f) VERT ANG       
 GB2541
 GB2541.Superseded values are not recommended for survey control.
 GB2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2541.See file dsdata.txt to determine how the superseded data were derived.
 GB2541
 GB2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6647706419(NAD 83)
 GB2541_MARKER: DD = SURVEY DISK
 GB2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2541
 GB2541  HISTORY     - Date     Condition        Report By
 GB2541  HISTORY     - 1964     MONUMENTED       TNHD
 GB2541
 GB2541                          STATION DESCRIPTION
 GB2541
 GB2541'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2541'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF KNOXVILLE.
 GB2541'
 GB2541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE
 GB2541'ROUTE 33 AT HALLS
 GB2541'CROSSREADS, FO 9.2 MILES NORTHWEST ON U.S.  HIGHWAY 441 TO
 GB2541'CLEVE G.  POINTERS DRIVEWAY
 GB2541'ON THE RIGHT.  FROM HERE PACK 75 YARDS
 GB2541'SOUTHEAST UP A HILL ALONG A POWERLINE CLEARING
 GB2541'TO THE STATION.
 GB2541'
 GB2541'THE STATION MARK IS 29 FEET EAST OF A POWER POLE, 3 FEET SOUTHWEST OF
 GB2541'A WIRE FENCE LINE AND 2.9
 GB2541'FEET SOUTH OF A WITNESS POST.  THE SURFACE AND
 GB2541'UNDERGROUND MARKS ARE STANDARD
 GB2541'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GB2541'THE DISKS ARE STAMPED TELL 1964.  THE UNDERGROUND
 GB2541'MARK IS ABOUT 30
 GB2541'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB2541'SQUARE, FLUSH,
 GB2541'CONCRETE MONUMENT.
 GB2541'
 GB2541'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF TELEPHONE POLE 644 AND 3.5
 GB2541'FEET SOUTHWEST OF A
 GB2541'WIRE FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2541'DEPARTMENT DISK SET IN A 10-INCH
 GB2541'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2541'THE DISK IS STAMPED TELL RM-1 1964.
 GB2541'
 GB2541'REFERENCE MARK NO. 2 IS 56 FEET SOUTHEAST OF TELEPHONE POLE
 GB2541'NO. 645 AND 4.4 FEET SOUTHWEST OF A
 GB2541'WIRE FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2541'DEPARTMENT DISK SET IN A 10-INCH
 GB2541'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2541'THE DISK IS STAMPED TELL RM-2 1964.
 GB2541'
 GB2541'THE AZIMUTH MARK IS 51 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2541'U.S. HIGHWAY 441, 11 FEET
 GB2541'NORTHEAST OF A 6-INCH WALNUT TREE, 8 FEET SOUTHEAST OF
 GB2541'THE APPROXIMATE CENTER OF A
 GB2541'TRACK ROAD AND 1.9 FEET WEST OF A WITNESS
 GB2541'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2541'DEPARTMENT DISK SET IN A
 GB2541'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2541'STAMPED TELL AZI
 GB2541'1964.
 GB2541'
 GB2541'TO REACH THE AZIMUTH MARK FROM MR. POINTERS DRIVEWAY CONTINUE
 GB2541'NORTHWEST ON U.S.
 GB2541'HIGHWAY 441 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 GB2541'
 GB2541'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2541'
 GB2541'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0758 ***********************************************************************
 GB0758  DESIGNATION -  TELL AZ MK
 GB0758  PID         -  GB0758
 GB0758  STATE/COUNTY-  TN/ANDERSON
 GB0758  USGS QUAD   -  NORRIS (1990)
 GB0758
 GB0758                         *CURRENT SURVEY CONTROL
 GB0758  ___________________________________________________________________
 GB0758* NAD 83(1986)-  36 10 04.     (N)    084 02 26.     (W)     SCALED    
 GB0758* NAVD 88     -       307.322  (meters)    1008.27   (feet)  ADJUSTED  
 GB0758  ___________________________________________________________________
 GB0758  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB0758  DYNAMIC HT  -         307.042 (meters)    1007.35  (feet)  COMP
 GB0758  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 GB0758
 GB0758  VERT ORDER  -  SECOND    CLASS 0
 GB0758
 GB0758.The horizontal coordinates were scaled from a topographic map and have
 GB0758.an estimated accuracy of +/- 6 seconds.
 GB0758
 GB0758.The orthometric height was determined by differential leveling
 GB0758.and adjusted by the National Geodetic Survey in June 1991..
 GB0758
 GB0758.The geoid height was determined by GEOID03.
 GB0758
 GB0758.The dynamic height is computed by dividing the NAVD 88
 GB0758.geopotential number by the normal gravity value computed on the
 GB0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0758.degrees latitude (g = 980.6199 gals.).
 GB0758
 GB0758.The modeled gravity was interpolated from observed gravity values.
 GB0758
 GB0758;                    North         East    Units  Estimated Accuracy
 GB0758;SPC TN       -   205,300.      776,280.      MT  (+/- 180 meters Scaled)
 GB0758
 GB0758                          SUPERSEDED SURVEY CONTROL
 GB0758
 GB0758  NGVD 29 (??/??/??)  307.50   (m)         1008.9    (f) RESET       3  
 GB0758
 GB0758.Superseded values are not recommended for survey control.
 GB0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0758.See file dsdata.txt to determine how the superseded data were derived.
 GB0758
 GB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF661066(NAD 83)
 GB0758_MARKER: DZ = AZIMUTH MARK DISK
 GB0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0758_STAMPING: TELL AZI 1964
 GB0758_MARK LOGO: TNHD  
 GB0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0758+STABILITY: SURFACE MOTION
 GB0758
 GB0758  HISTORY     - Date     Condition        Report By
 GB0758  HISTORY     - 1964     MONUMENTED       TNHD
 GB0758
 GB0758                          STATION DESCRIPTION
 GB0758
 GB0758'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0758'2 MI E FROM NORRIS.
 GB0758'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0758'NORRIS, GO EASTERLY ON U.S. HIGHWAY 441 FOR 2.0 MILES TO THE MARK
 GB0758'ON THE LEFT.  THE MARK IS 51 FEET NORTHEAST OF THE APPROXIMATE
 GB0758'CENTER OF U.S. HIGHWAY 441, 11 FEET NORTHEAST OF A 6-INCH WALNUT
 GB0758'TREE, 8 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 GB0758'AND 1.9 FEET WEST OF A METAL WITNESS POST WITH SIGN.  IT IS
 GB0758'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0758'10-INCH, SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1484 ***********************************************************************
 FD1484  DESIGNATION -  TEMA
 FD1484  PID         -  FD1484
 FD1484  STATE/COUNTY-  TN/MAURY
 FD1484  USGS QUAD   -  GLENDALE (1981)
 FD1484
 FD1484                         *CURRENT SURVEY CONTROL
 FD1484  ___________________________________________________________________
 FD1484* NAD 83(1995)-  35 32 01.33831(N)    086 53 18.80972(W)     ADJUSTED  
 FD1484* NAVD 88     -       260.8    (meters)     856.     (feet)  VERTCON   
 FD1484  ___________________________________________________________________
 FD1484  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD1484  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD1484
 FD1484  HORZ ORDER  -  SECOND
 FD1484
 FD1484.The horizontal coordinates were established by classical geodetic methods
 FD1484.and adjusted by the National Geodetic Survey in April 1999..
 FD1484
 FD1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1484
 FD1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1484
 FD1484.The geoid height was determined by GEOID03.
 FD1484
 FD1484;                    North         East     Units Scale Factor Converg.
 FD1484;SPC TN       -   133,546.134   519,419.506   MT  0.99996206   -0 31 12.7
 FD1484;SPC TN       -   438,142.61  1,704,128.83   sFT  0.99996206   -0 31 12.7
 FD1484;UTM  16      - 3,932,237.252   510,102.775   MT  0.99960126   +0 03 53.2
 FD1484
 FD1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1484!SPC TN       -   0.99996344  x   0.99996206  =   0.99992550
 FD1484!UTM  16      -   0.99996344  x   0.99960126  =   0.99956471
 FD1484
 FD1484|---------------------------------------------------------------------|
 FD1484| PID    Reference Object                     Distance      Geod. Az  |
 FD1484|                                                           dddmmss.s |
 FD1484| CG7641 TEMA RM 2                            28.556 METERS 19116     |
 FD1484| FD0598 SILVER                              APPROX. 2.0 KM 2095249.6 |
 FD1484| FD0588 NANCY AZ MK                         APPROX. 6.5 KM 3460853.6 |
 FD1484| CG7640 TEMA RM 1                            22.567 METERS 35645     |
 FD1484|---------------------------------------------------------------------|
 FD1484
 FD1484                          SUPERSEDED SURVEY CONTROL
 FD1484
 FD1484  NAD 83(1995)-  35 32 01.34205(N)    086 53 18.81158(W) AD(       ) 2
 FD1484  NAD 83(1986)-  35 32 01.34888(N)    086 53 18.81060(W) AD(       ) 2
 FD1484  NAD 27      -  35 32 01.09150(N)    086 53 18.80690(W) AD(       ) 2
 FD1484  NGVD 29 (07/19/86)  260.8    (m)          856.     (f) VERT ANG       
 FD1484
 FD1484.Superseded values are not recommended for survey control.
 FD1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1484.See file dsdata.txt to determine how the superseded data were derived.
 FD1484
 FD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1010332237(NAD 83)
 FD1484_MARKER: DS = TRIANGULATION STATION DISK
 FD1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1484
 FD1484  HISTORY     - Date     Condition        Report By
 FD1484  HISTORY     - 1960     MONUMENTED       CGS
 FD1484
 FD1484                          STATION DESCRIPTION
 FD1484
 FD1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1484'THE STATION IS LOCATED ON THE PROPERTY OF MR J C BRISTOW ON THE
 FD1484'SUMMIT OF A HILL, ABOUT
 FD1484'10 MILES SOUTHEAST OF COLUMBIA, 8 MILES NORTHWEST OF
 FD1484'LEWISBURG AND 1 MILE NORTHWEST
 FD1484'OF THE SMALL SETTLEMENT OF BRYANT.
 FD1484'
 FD1484'TO REACH THE STATION FROM THE SHELL SERVICE STATION AND THE BRYANT
 FD1484'SCHOOL (ABANDONED) IN
 FD1484'BRYANT, GO WEST ON STATE HIGHWAY 50 OF 0.45 MILE TO A
 FD1484'SIDE ROAD RIGHT, TURN RIGHT,
 FD1484'NORTH, NO 1.05 MILES TO A CATTLE GUARD,
 FD1484'CONTINUE FOR 0.2 MILE TO MR BRISTOWS RESIDENCE,
 FD1484'TURN RIGHT, EAST,
 FD1484'PROCEED ON TRACK ROAD ALONG THE NORTH SIDE OF MR BRISTOWS YARD
 FD1484'0.15 MILE TO THE
 FD1484'SUMMIT OF HILL AND STATION.
 FD1484'
 FD1484'THE STATION MARK IS A STANDARD DISK IN A CONCRETE MONUMENT STAMPED
 FD1484'TEMA 1960 AND IS SET
 FD1484'FLUSH.  IT IS 3.6 FEET SOUTH OF A WITNESS SIGN, 3 FEET
 FD1484'NORTH OF A FENCE POST AND SET
 FD1484'IN THE FENCE LINE.
 FD1484'
 FD1484'REFERENCE MARK NO 1 IS A STANDARD DISK IN A CONCRETE MONUMENT STAMPED
 FD1484'TEMA NO 1 1960 AND IS SET
 FD1484'FLUSH.  IT IS 5 FEET SOUTHWEST OF A SMALL CEDAR TREE,
 FD1484'1 FOOT WEST OF A WIRE FENCE AND
 FD1484'ABOUT 2.5 FEET LOWER THAN THE STATION
 FD1484'MARK.
 FD1484'
 FD1484'REFERENCE MARK NO 2 IS A STANDARD DISK IN A CONCRETE MONUMENT STAMPED
 FD1484'TEMA NO 2 1960 AND IS SET
 FD1484'FLUSH.  IT IS 3.5 FEET SOUTHWEST OF A FENCE POST, 1
 FD1484'FOOT WEST OF A WIRE FENCE AND
 FD1484'ABOUT 2 FEET LOWER THAN THE STATION
 FD1484'MARK.
 FD1484'
 FD1484'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD1484'STATION SILVER WAS USED AS
 FD1484'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD1484'
 FD1484'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1068 ***********************************************************************
 GC1068  DESIGNATION -  TENKY AZ MK
 GC1068  PID         -  GC1068
 GC1068  STATE/COUNTY-  TN/ROBERTSON
 GC1068  USGS QUAD   -  FRANKLIN (1994)
 GC1068
 GC1068                         *CURRENT SURVEY CONTROL
 GC1068  ___________________________________________________________________
 GC1068* NAD 83(1986)-  36 38 01.     (N)    086 33 57.     (W)     SCALED    
 GC1068* NAVD 88     -       228.003  (meters)     748.04   (feet)  ADJUSTED  
 GC1068  ___________________________________________________________________
 GC1068  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1068  DYNAMIC HT  -         227.812 (meters)     747.41  (feet)  COMP
 GC1068  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC1068
 GC1068  VERT ORDER  -  SECOND    CLASS 0
 GC1068
 GC1068.The horizontal coordinates were scaled from a topographic map and have
 GC1068.an estimated accuracy of +/- 6 seconds.
 GC1068
 GC1068.The orthometric height was determined by differential leveling
 GC1068.and adjusted by the National Geodetic Survey in June 1991..
 GC1068.WARNING-Repeat measurements at this control monument indicate possible
 GC1068.vertical movement.
 GC1068
 GC1068.The geoid height was determined by GEOID03.
 GC1068
 GC1068.The dynamic height is computed by dividing the NAVD 88
 GC1068.geopotential number by the normal gravity value computed on the
 GC1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1068.degrees latitude (g = 980.6199 gals.).
 GC1068
 GC1068.The modeled gravity was interpolated from observed gravity values.
 GC1068
 GC1068;                    North         East    Units  Estimated Accuracy
 GC1068;SPC TN       -   255,370.      549,390.      MT  (+/- 180 meters Scaled)
 GC1068
 GC1068                          SUPERSEDED SURVEY CONTROL
 GC1068
 GC1068  NGVD 29 (??/??/92)  228.086  (m)          748.31   (f) ADJ UNCH    2 0
 GC1068
 GC1068.Superseded values are not recommended for survey control.
 GC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1068.See file dsdata.txt to determine how the superseded data were derived.
 GC1068
 GC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF388543(NAD 83)
 GC1068_MARKER: DZ = AZIMUTH MARK DISK
 GC1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1068_STAMPING: TENKY 1959
 GC1068_MARK LOGO: CGS   
 GC1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1068+STABILITY: SURFACE MOTION
 GC1068
 GC1068  HISTORY     - Date     Condition        Report By
 GC1068  HISTORY     - 1959     MONUMENTED       CGS
 GC1068  HISTORY     - 1964     GOOD             PAS
 GC1068
 GC1068                          STATION DESCRIPTION
 GC1068
 GC1068'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1068'1.4 MI W FROM MITCHELLVILLE.
 GC1068'FROM THE INTERSECTION OF THE PAVED ROAD THE THE LOUISVILLE AND
 GC1068'NASHVILLE RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD
 GC1068'FOR 1.3 MILES, THENCE 0.15 MILE WEST ON A GRAVELED ROAD TO A
 GC1068'SHARP CURVE, 20 FEET EAST OF A FENCE CORNER POST, 17 FEET
 GC1068'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET
 GC1068'EAST OF A WITNESS SIGN AND 1 FOOT NORTH OF A FENCE.  THE DISK IS
 GC1068'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL
 GC1068'WITH THE ROAD AND STAMPED TENKY 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2588 ***********************************************************************
 GC2588  DESIGNATION -  TENN CITY
 GC2588  PID         -  GC2588
 GC2588  STATE/COUNTY-  TN/DICKSON
 GC2588  USGS QUAD   -  TENNESSEE CITY (1973)
 GC2588
 GC2588                         *CURRENT SURVEY CONTROL
 GC2588  ___________________________________________________________________
 GC2588* NAD 83(1995)-  36 05 58.28463(N)    087 31 48.77536(W)     ADJUSTED  
 GC2588* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 GC2588  ___________________________________________________________________
 GC2588  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2588  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC2588
 GC2588  HORZ ORDER  -  THIRD
 GC2588
 GC2588.The horizontal coordinates were established by classical geodetic methods
 GC2588.and adjusted by the National Geodetic Survey in April 1999..
 GC2588
 GC2588.The orthometric height was scaled from a topographic map.
 GC2588
 GC2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2588
 GC2588.The geoid height was determined by GEOID03.
 GC2588
 GC2588;                    North         East     Units Scale Factor Converg.
 GC2588;SPC TN       -   197,035.266   462,214.952   MT  0.99995910   -0 53 45.1
 GC2588;SPC TN       -   646,439.87  1,516,450.22   sFT  0.99995910   -0 53 45.1
 GC2588;UTM  16      - 3,995,117.272   452,272.854   MT  0.99962807   -0 18 44.7
 GC2588
 GC2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2588!SPC TN       -   0.99996246  x   0.99995910  =   0.99992156
 GC2588!UTM  16      -   0.99996246  x   0.99962807  =   0.99959054
 GC2588
 GC2588:                Primary Azimuth Mark                     Grid Az
 GC2588:SPC TN       -  POND RESET                               084 38 03.6
 GC2588:UTM  16      -  POND RESET                               084 03 03.2
 GC2588
 GC2588|---------------------------------------------------------------------|
 GC2588| PID    Reference Object                     Distance      Geod. Az  |
 GC2588|                                                           dddmmss.s |
 GC2588| GC1363 POND RESET                          APPROX. 9.4 KM 0834418.5 |
 GC2588| CG7646 TENN CITY AZ MK                                    0994623.5 |
 GC2588| CG7648 TENN CITY RM 3                       12.366 METERS 11744     |
 GC2588| CG7647 TENN CITY RM 1                       20.641 METERS 24436     |
 GC2588| GC2587 TENN CITY RM 2                       20.798 METERS 32939     |
 GC2588|---------------------------------------------------------------------|
 GC2588
 GC2588                          SUPERSEDED SURVEY CONTROL
 GC2588
 GC2588  NAD 83(1995)-  36 05 58.28619(N)    087 31 48.77877(W) AD(       ) 3
 GC2588  NAD 83(1995)-  36 05 58.28729(N)    087 31 48.77921(W) AD(       ) 3
 GC2588  NAD 83(1986)-  36 05 58.29472(N)    087 31 48.77742(W) AD(       ) 3
 GC2588  NAD 27      -  36 05 58.07800(N)    087 31 48.72600(W) AD(       ) 3
 GC2588
 GC2588.Superseded values are not recommended for survey control.
 GC2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2588.See file dsdata.txt to determine how the superseded data were derived.
 GC2588
 GC2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5227395117(NAD 83)
 GC2588_MARKER: DS = TRIANGULATION STATION DISK
 GC2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2588
 GC2588  HISTORY     - Date     Condition        Report By
 GC2588  HISTORY     - 1953     MONUMENTED       CGS
 GC2588  HISTORY     - 1975     GOOD             NGS
 GC2588
 GC2588                          STATION DESCRIPTION
 GC2588
 GC2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2588'STATION IS LOCATED AT THE TENNESSEE CITY STATE FOREST LOOKOUT TOWER,
 GC2588'ABOUT 1 MILE NORTHWEST OF THE TOWN OF TENNESSEE CITY AND IS ON
 GC2588'STATE PROPERTY.  IT IS 42 FEET NORTHWEST OF A FENCE CORNER, 24 FEET
 GC2588'NORTH OF THE CENTER OF A GRAVEL ROAD, 12 FEET SOUTHWEST OF A 6
 GC2588'INCH OAK TREE AND 7 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 GC2588'IS FLUSH AND THE DISK IS STAMPED TENN CITY 1953.
 GC2588'
 GC2588'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 GC2588'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 GC2588'DISK IS STAMPED TENN CITY NO 1 1953.
 GC2588'
 GC2588'REFERENCE MARK NO. 2 IS AT THE CENTER OF THE BASE OF THE LOOKOUT
 GC2588'TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED TENN CITY NO 2
 GC2588'1953.
 GC2588'
 GC2588'AZIMUTH MARK IS 22 FEET NORTHWEST OF THE INTERSECTION OF A GRAVEL
 GC2588'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND A FENCE CORNER AND 1
 GC2588'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 GC2588'IS STAMPED TENN CITY 1953.
 GC2588'
 GC2588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2588'HIGHWAY 48 IN DICKSON, GO WEST ON U.S. HIGHWAY 70 FOR 7.3 MILES TO
 GC2588'A GRAVEL CROSSROAD IN TENNESSEE CITY.  TURN RIGHT AND GO NORTH ON
 GC2588'GRAVEL ROAD FOR 0.1 MILE TO RAILROAD TRACKS, CONTINUE STRAIGHT AHEAD
 GC2588'CROSSING TRACKS FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GC2588'NORTHWEST ON GRAVEL ROAD FOR 0.85 MILE TO A Y AND AZIMUTH MARK AS
 GC2588'DESCRIBED.  TAKE LEFT FORK FOR 0.15 MILE TO THE LOOKOUT TOWER AND THE
 GC2588'STATION AS DESCRIBED.
 GC2588'
 GC2588'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2588
 GC2588                          STATION RECOVERY (1975)
 GC2588
 GC2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2588'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GC2588'IN GOOD CONDITION.  REFERENCE MARK 1 FOUND DESTROYED BY GRADING.
 GC2588'REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 GC2588'MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GC2588'
 GC2588'THE STATION IS LOCATED AT THE TENNESSEE CITY STATE FOREST LOOKOUT
 GC2588'TOWER, 43 FEET SOUTHWEST OF AN 18 INCH OAK TREE, 56 FEET SOUTHWEST
 GC2588'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 38 FEET NORTH OF THE
 GC2588'CENTERLINE OF GRAVELED ROAD AND 53 FEET SOUTHWEST OF THE SOUTHEAST
 GC2588'CORNER OF RANGERS HOUSE.  THE MONUMENT IS 2 INCHES UNDERGROUND
 GC2588'AND THE DISK IS STAMPED TENN CITY 1953.
 GC2588'
 GC2588'TO REACH THE STATION FROM THE HUNCTION OF U. S. HIGHWAY 70 AND STATE
 GC2588'HIGHWAY 48 AT DICKSON, GO WEST ON HIGHWAY 70 FOR 7.7 MILES TO A
 GC2588'CROSSROAD AT TENNESSEE CITY (STEDWELLS GROCERY AND SERVICE STATION
 GC2588'ON THE RIGHT).  TURN RIGHT AND GO NORTH ON PAVED ROAD CROSSING
 GC2588'RAILROAD TRACKS FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GC2588'WESTERLY ON PAVED AND GRAVELED ROAD FOR 0.65 MILE TO A ROAD FORK
 GC2588'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE MAIN ROAD
 GC2588'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 GC2588'
 GC2588'REFERENCE MARK 2 IS SET AT THE CENTER OF THE BASE OF THE LOOKOUT
 GC2588'TOWER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED TENN
 GC2588'CITY NO 2 1953.
 GC2588'
 GC2588'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM POST WITH A SCREW
 GC2588'TYPE CAP STAMPED TENN CITY 1953 NO 3 1975 PROJECTING 4 INCHES, 1
 GC2588'FOOT NORTHWEST OF A FENCE CORNER, 9 FEET SOUTH OF A TWIN TRUNK 8
 GC2588'INCH HICKORY TREE, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 GC2588'65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 GC2588'
 GC2588'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD,
 GC2588'1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT NORTHWEST OF A FENCE
 GC2588'CORNER, 1 FOOT SOUTH OF A FENCE AND 20 FEET WEST OF THE CENTERLINE
 GC2588'OF GRAVELED ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 GC2588'STAMPED TENN CITY 1953.
 GC2588'
 GC2588'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2588'
 GC2588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GC2588'NORTHWEST OF TENN. CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2587 ***********************************************************************
 GC2587  DESIGNATION -  TENN CITY RM 2
 GC2587  PID         -  GC2587
 GC2587  STATE/COUNTY-  TN/DICKSON
 GC2587  USGS QUAD   -  TENNESSEE CITY (1973)
 GC2587
 GC2587                         *CURRENT SURVEY CONTROL
 GC2587  ___________________________________________________________________
 GC2587* NAD 83(1995)-  36 05 58.86695(N)    087 31 49.19540(W)     ADJUSTED  
 GC2587* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 GC2587  ___________________________________________________________________
 GC2587  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2587  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC2587
 GC2587  HORZ ORDER  -  THIRD
 GC2587
 GC2587.The horizontal coordinates were established by classical geodetic methods
 GC2587.and adjusted by the National Geodetic Survey in April 1999..
 GC2587
 GC2587.The orthometric height was scaled from a topographic map.
 GC2587
 GC2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2587
 GC2587.The geoid height was determined by GEOID03.
 GC2587
 GC2587;                    North         East     Units Scale Factor Converg.
 GC2587;SPC TN       -   197,053.376   462,204.728   MT  0.99995911   -0 53 45.3
 GC2587;SPC TN       -   646,499.28  1,516,416.68   sFT  0.99995911   -0 53 45.3
 GC2587;UTM  16      - 3,995,135.271   452,262.449   MT  0.99962808   -0 18 44.9
 GC2587
 GC2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2587!SPC TN       -   0.99996246  x   0.99995911  =   0.99992157
 GC2587!UTM  16      -   0.99996246  x   0.99962808  =   0.99959055
 GC2587
 GC2587                          SUPERSEDED SURVEY CONTROL
 GC2587
 GC2587  NAD 83(1995)-  36 05 58.86850(N)    087 31 49.19882(W) AD(       ) 4
 GC2587  NAD 83(1995)-  36 05 58.86961(N)    087 31 49.19925(W) AD(       ) 4
 GC2587  NAD 83(1986)-  36 05 58.87703(N)    087 31 49.19746(W) AD(       ) 4
 GC2587  NAD 27      -  36 05 58.66000(N)    087 31 49.14600(W) AD(       ) 3
 GC2587
 GC2587.Superseded values are not recommended for survey control.
 GC2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2587.See file dsdata.txt to determine how the superseded data were derived.
 GC2587
 GC2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5226295135(NAD 83)
 GC2587_MARKER: DR = REFERENCE MARK DISK
 GC2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2587_STAMPING: TENN CITY NO 2 1953
 GC2587_MARK LOGO: CGS   
 GC2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2587+STABILITY: SURFACE MOTION
 GC2587
 GC2587  HISTORY     - Date     Condition        Report By
 GC2587  HISTORY     - 1953     MONUMENTED       CGS
 GC2587  HISTORY     - 1953     GOOD             CGS
 GC2587
 GC2587                          STATION DESCRIPTION
 GC2587
 GC2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LWS)
 GC2587'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS ABOUT 1
 GC2587'MILE NORTHWEST OF TENNESSEE CITY AND ABOUT 0.5 MILE NORTH OF U.S.
 GC2587'HIGHWAY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2638 ***********************************************************************
 FE2638  DESIGNATION -  TENN GAS TRANSM MAST KIC 806
 FE2638  PID         -  FE2638
 FE2638  STATE/COUNTY-  TN/TIPTON
 FE2638  USGS QUAD   -  GIFT (1983)
 FE2638
 FE2638                         *CURRENT SURVEY CONTROL
 FE2638  ___________________________________________________________________
 FE2638* NAD 83(1995)-  35 31 25.79936(N)    089 34 54.82375(W)     ADJUSTED  
 FE2638* NAVD 88     -                                                        
 FE2638  ___________________________________________________________________
 FE2638  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FE2638  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2638
 FE2638  HORZ ORDER  -  THIRD
 FE2638
 FE2638.The horizontal coordinates were established by classical geodetic methods
 FE2638.and adjusted by the National Geodetic Survey in April 1999..
 FE2638
 FE2638
 FE2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2638
 FE2638.The geoid height was determined by GEOID03.
 FE2638
 FE2638;                    North         East     Units Scale Factor Converg.
 FE2638;SPC TN       -   138,029.511   275,197.379   MT  0.99996298   -2 05 49.1
 FE2638;SPC TN       -   452,851.82    902,876.73   sFT  0.99996298   -2 05 49.1
 FE2638;UTM  16      - 3,934,202.872   265,883.132   MT  1.00027549   -1 30 03.1
 FE2638
 FE2638                          SUPERSEDED SURVEY CONTROL
 FE2638
 FE2638  NAD 83(1995)-  35 31 25.80603(N)    089 34 54.82375(W) AD(       ) 4
 FE2638  NAD 83(1986)-  35 31 25.81113(N)    089 34 54.82478(W) AD(       ) 4
 FE2638  NAD 27      -  35 31 25.51900(N)    089 34 54.55400(W) AD(       ) 3
 FE2638
 FE2638.Superseded values are not recommended for survey control.
 FE2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2638.See file dsdata.txt to determine how the superseded data were derived.
 FE2638
 FE2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6588334203(NAD 83)
 FE2638_MARKER: 42 = RADIO/TV MAST
 FE2638
 FE2638  HISTORY     - Date     Condition        Report By
 FE2638  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2638
 FE2638                          STATION DESCRIPTION
 FE2638
 FE2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2638'THE STATION IS THE CENTER OF THE TOP OF RADIO STATION KIC 806 MAST.
 FE2638'THE MAST IS A STEEL STRUCTURE PAINTED INTERNATIONAL RED AND WHITE IN
 FE2638'ALTERNATE SECTIONS.  THE OVERALL HEIGHT OF THE MAST IS 210 FEET.
 FE2638'
 FE2638'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2638'COVINGTON, GO EAST ON STATE HIGHWAY 54 FOR 0.4 MILE TO MASON ROAD
 FE2638'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON MASON ROAD FOR 4.0 MILES TO
 FE2638'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2639 ***********************************************************************
 GC2639  DESIGNATION -  TENN RIDGE
 GC2639  PID         -  GC2639
 GC2639  STATE/COUNTY-  TN/HOUSTON
 GC2639  USGS QUAD   -  STEWART (1982)
 GC2639
 GC2639                         *CURRENT SURVEY CONTROL
 GC2639  ___________________________________________________________________
 GC2639* NAD 83(1995)-  36 19 50.75401(N)    087 45 08.25393(W)     ADJUSTED  
 GC2639* NAVD 88     -       238.08   (+/-2cm)     781.1    (feet)  VERTCON   
 GC2639  ___________________________________________________________________
 GC2639  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GC2639  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2639
 GC2639  HORZ ORDER  -  THIRD
 GC2639  VERT ORDER  -  THIRD ? (See Below)
 GC2639
 GC2639.The horizontal coordinates were established by classical geodetic methods
 GC2639.and adjusted by the National Geodetic Survey in April 1999..
 GC2639
 GC2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2639.The vertical order pertains to the NGVD 29 superseded value.
 GC2639
 GC2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2639
 GC2639.The geoid height was determined by GEOID03.
 GC2639
 GC2639;                    North         East     Units Scale Factor Converg.
 GC2639;SPC TN       -   223,025.002   442,679.842   MT  0.99998589   -1 01 33.1
 GC2639;SPC TN       -   731,707.86  1,452,358.78   sFT  0.99998589   -1 01 33.1
 GC2639;UTM  16      - 4,020,898.758   432,481.323   MT  0.99965617   -0 26 44.6
 GC2639
 GC2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2639!SPC TN       -   0.99996719  x   0.99998589  =   0.99995308
 GC2639!UTM  16      -   0.99996719  x   0.99965617  =   0.99962337
 GC2639
 GC2639|---------------------------------------------------------------------|
 GC2639| PID    Reference Object                     Distance      Geod. Az  |
 GC2639|                                                           dddmmss.s |
 GC2639| GC2636 PT 41 J                              22.373 METERS 10117     |
 GC2639| CG7649 TENN RIDGE AZ MK                                   1544753.0 |
 GC2639| GC2580 STATE                               APPROX. 6.2 KM 1563414.1 |
 GC2639| GC2638 TENN RIDGE METH CHURCH SPIRE        APPROX. 2.6 KM 2235601.8 |
 GC2639| CG7650 TENN RIDGE RM 1                      24.505 METERS 24146     |
 GC2639|---------------------------------------------------------------------|
 GC2639
 GC2639                          SUPERSEDED SURVEY CONTROL
 GC2639
 GC2639  NAD 83(1995)-  36 19 50.75584(N)    087 45 08.25598(W) AD(       ) 3
 GC2639  NAD 83(1995)-  36 19 50.75765(N)    087 45 08.25917(W) AD(       ) 3
 GC2639  NAD 83(1986)-  36 19 50.76341(N)    087 45 08.25599(W) AD(       ) 3
 GC2639  NAD 27      -  36 19 50.56400(N)    087 45 08.18000(W) AD(       ) 3
 GC2639  NGVD 29 (07/19/86)  238.11   (m)          781.2    (f) LEVELING    3  
 GC2639
 GC2639.Superseded values are not recommended for survey control.
 GC2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2639.See file dsdata.txt to determine how the superseded data were derived.
 GC2639
 GC2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3248120899(NAD 83)
 GC2639_MARKER: DS = TRIANGULATION STATION DISK
 GC2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2639
 GC2639  HISTORY     - Date     Condition        Report By
 GC2639  HISTORY     - 1952     MONUMENTED       CGS
 GC2639  HISTORY     - 1972     GOOD             LOCENG
 GC2639
 GC2639                          STATION DESCRIPTION
 GC2639
 GC2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2639'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF ERIN AND 2 MILES
 GC2639'NORTHEAST OF TENN RIDGE ON PROPERTY OWNED BY MR. L.  BARKER.
 GC2639'IT IS 121 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 49 WITH
 GC2639'A PAVED ROAD, SOUTH, AND A GRAVEL ROAD, WEST, 56 FEET SOUTH OF THE
 GC2639'SOUTHWEST CORNER OF A FRAME HOUSE, 45 FEET WEST OF THE SOUTHWEST
 GC2639'CORNER OF A CONCRETE BLOCK BUILDING AND 28 FEET NORTH OF THE CENTER
 GC2639'OF THE GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED TENN
 GC2639'RIDGE 1952.
 GC2639'
 GC2639'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2639'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 GC2639'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TENN
 GC2639'RIDGE NO 1 1952.
 GC2639'
 GC2639'PT 41 J (USGS) B.M. IS 7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GC2639'CONCRETE BLOCK BUILDING AND 3 FEET SOUTHEAST OF A BLAZED 4 INCH
 GC2639'HICKORY TREE.  THE MARK IS A 4 X 4 INCH CONCRETE POST WITH A BRONZE
 GC2639'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED PT 41 J 1925.  THE
 GC2639'MARK IS FLUSH WITH THE GROUND.
 GC2639'
 GC2639'AZIMUTH MARK IS 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 GC2639'HOUSE ON PROPERTY OF MR. L.W. ROBINSON, 3 FEET NORTHWEST OF A
 GC2639'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH
 GC2639'AND THE DISK IS STAMPED TENN RIDGE 1952.
 GC2639'
 GC2639'TO REACH THE STATION FROM THE WEST SIDE OF THE HOUSTON COUNTY
 GC2639'COURTHOUSE IN ERIN, GO WEST ON STATE HIGHWAY 49 FOR 3.75 MILES TO A
 GC2639'CROSSROAD WHERE HIGHWAY 49 TURNS RIGHT, CONTINUE AHEAD FOR 100 FEET
 GC2639'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2639'
 GC2639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO CROSSROAD,
 GC2639'THEN SOUTH ON PAVED ROAD FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT,
 GC2639'TURN LEFT ON DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 GC2639'DESCRIBED.
 GC2639'
 GC2639'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2639
 GC2639                          STATION RECOVERY (1972)
 GC2639
 GC2639'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2639'TENNESSEE RIDGE STATION MARK RECOVERED IN GOOD CONDITION.
 GC2639'
 GC2639'TENN. RIDGE 1952 FOUND STAMPED ON THE POINT.
 GC2639'
 GC2639'18.5 N 55 DEG W FROM 14 INCH TWIN WHITE OAK.
 GC2639'26.0 S 50 W FROM 20 INCH WHITE OAK.
 GC2639'27.6 S 5 W FROM 18 INCH RED OAK.
 GC2639'16.5 N 65 E FROM WATER METER.
 GC2639'STATION IS FLUSH WITH THE GROUND.
 GC2639'
 GC2639'TENN RIDGE AZIMUTH RECOVERED IN GOOD CONDITION.
 GC2639'
 GC2639'TENN RIDGE 1952 (AZIMUTH) FOUND STAMPED ON THE POINT.
 GC2639'
 GC2639'ADD TO DESCRIPTION--
 GC2639'62.8 N 25 E FROM NW CORNER OF BRICK HOUSE.
 GC2639'19.2 N 50 W FROM A POWER POLE.
 GC2639'49.3 N 85 W FROM A 20 INCH POPLAR.
 GC2639'2.8 S FROM A FENCE.  STATION IS FLUSH WITH GROUND.
 GC2639'
 GC2639'TENN RIDGE RM 1 RECOVERED IN GOOD CONDITION.
 GC2639'
 GC2639'TENN RIDGE NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2639'
 GC2639'ADD TO DESCRIPTION--
 GC2639'4.8 N 55 W FROM 6 INCH WHITE OAK.
 GC2639'6.7 N 75 E FROM 8 INCH PERSIMMON.
 GC2639'
 GC2639'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MILES NW FROM TENNESSEE
 GC2639'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2638 ***********************************************************************
 GC2638  DESIGNATION -  TENN RIDGE METH CHURCH SPIRE
 GC2638  PID         -  GC2638
 GC2638  STATE/COUNTY-  TN/HOUSTON
 GC2638  USGS QUAD   -  STEWART (1982)
 GC2638
 GC2638                         *CURRENT SURVEY CONTROL
 GC2638  ___________________________________________________________________
 GC2638* NAD 83(1995)-  36 18 50.19917(N)    087 46 20.33554(W)     ADJUSTED  
 GC2638* NAVD 88     -                                                        
 GC2638  ___________________________________________________________________
 GC2638  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2638  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC2638
 GC2638  HORZ ORDER  -  THIRD
 GC2638
 GC2638.The horizontal coordinates were established by classical geodetic methods
 GC2638.and adjusted by the National Geodetic Survey in April 1999..
 GC2638
 GC2638
 GC2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2638
 GC2638.The geoid height was determined by GEOID03.
 GC2638
 GC2638;                    North         East     Units Scale Factor Converg.
 GC2638;SPC TN       -   221,191.188   440,848.611   MT  0.99998339   -1 02 15.3
 GC2638;SPC TN       -   725,691.42  1,446,350.82   sFT  0.99998339   -1 02 15.3
 GC2638;UTM  16      - 4,019,047.101   430,669.348   MT  0.99965922   -0 27 26.6
 GC2638
 GC2638                          SUPERSEDED SURVEY CONTROL
 GC2638
 GC2638  NAD 83(1995)-  36 18 50.20105(N)    087 46 20.33776(W) AD(       ) 4
 GC2638  NAD 83(1995)-  36 18 50.20273(N)    087 46 20.34085(W) AD(       ) 4
 GC2638  NAD 83(1986)-  36 18 50.20863(N)    087 46 20.33747(W) AD(       ) 4
 GC2638  NAD 27      -  36 18 50.01000(N)    087 46 20.25700(W) AD(       ) 3
 GC2638
 GC2638.Superseded values are not recommended for survey control.
 GC2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2638.See file dsdata.txt to determine how the superseded data were derived.
 GC2638
 GC2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3066919047(NAD 83)
 GC2638_MARKER: 90 = CHURCH SPIRE
 GC2638
 GC2638  HISTORY     - Date     Condition        Report By
 GC2638  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2638  HISTORY     - 1972     GOOD             LOCENG
 GC2638
 GC2638                          STATION DESCRIPTION
 GC2638
 GC2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2638'STATION IS A WOODEN BALL AT THE APEX OF THE ROOF OF THE TENN RIDGE
 GC2638'METHODIST CHURCH.  THE CHURCH IS LOCATED IN THE NORTHEAST
 GC2638'SECTION OF TENN RIDGE, IT IS A WOODEN FRAME BUILDING PAINTED WHITE
 GC2638'WITH A METAL COVERED SPIRE ATOP WHICH IS PAINTED SILVER AND IS
 GC2638'ABOUT 50 FEET HIGH.
 GC2638
 GC2638                          STATION RECOVERY (1972)
 GC2638
 GC2638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2638'TENNESSEE RIDGE METHODIST CHURCH SPIRE RECOVERED IN GOOD CONDITION.
 GC2638'
 GC2638'WOODEN BALL AT APEX OF SPIRE FOUND STAMPED ON THE POINT.
 GC2638'
 GC2638'ADD TO DESCRIPTION--
 GC2638'LOCATED ON CHURCH STREET, 0.15 MILE NORTH OF INTERSECTION WITH
 GC2638'HIGHWAY 147.  400 FEET EAST OF TENNESSEE RIDGE SCHOOL.
 GC2638'
 GC2638'DISTANCE AND DIRECTION FROM NEAREST TOWN IN TENNESSEE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2243 ***********************************************************************
 FE2243  DESIGNATION -  TENN ST FOREST TOWER HR 34
 FE2243  PID         -  FE2243
 FE2243  STATE/COUNTY-  TN/HARDIN
 FE2243  USGS QUAD   -  HOOKERS BEND (1972)
 FE2243
 FE2243                         *CURRENT SURVEY CONTROL
 FE2243  ___________________________________________________________________
 FE2243* NAD 83(1995)-  35 15 42.10293(N)    088 07 41.96124(W)     ADJUSTED  
 FE2243* NAVD 88     -                                                        
 FE2243  ___________________________________________________________________
 FE2243  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FE2243  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2243
 FE2243  HORZ ORDER  -  THIRD
 FE2243
 FE2243.The horizontal coordinates were established by classical geodetic methods
 FE2243.and adjusted by the National Geodetic Survey in April 1999..
 FE2243
 FE2243
 FE2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2243
 FE2243.The geoid height was determined by GEOID03.
 FE2243
 FE2243;                    North         East     Units Scale Factor Converg.
 FE2243;SPC TN       -   105,107.849   406,345.593   MT  0.99999796   -1 14 45.6
 FE2243;SPC TN       -   344,841.33  1,333,152.17   sFT  0.99999796   -1 14 45.6
 FE2243;UTM  16      - 3,902,648.171   397,365.347   MT  0.99972982   -0 39 05.2
 FE2243
 FE2243                          SUPERSEDED SURVEY CONTROL
 FE2243
 FE2243  NAD 83(1995)-  35 15 42.10667(N)    088 07 41.96179(W) AD(       ) 4
 FE2243  NAD 83(1995)-  35 15 42.10689(N)    088 07 41.96181(W) AD(       ) 4
 FE2243  NAD 83(1995)-  35 15 42.10928(N)    088 07 41.96193(W) AD(       ) 4
 FE2243  NAD 83(1986)-  35 15 42.11203(N)    088 07 41.96129(W) AD(       ) 4
 FE2243  NAD 27      -  35 15 41.83400(N)    088 07 41.84000(W) AD(       ) 3
 FE2243
 FE2243.Superseded values are not recommended for survey control.
 FE2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2243.See file dsdata.txt to determine how the superseded data were derived.
 FE2243
 FE2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9736502648(NAD 83)
 FE2243_MARKER: 53 = ELEVATED TANK
 FE2243
 FE2243  HISTORY     - Date     Condition        Report By
 FE2243  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FE2243
 FE2243                          STATION DESCRIPTION
 FE2243
 FE2243'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2243'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SAVANNAH ON TENNESSEE
 FE2243'STATE FORESTRY PROPERTY.  IT IS A 4 LEGGED STEEL STRUCTURE
 FE2243'PAINTED ALUMINUM WITH A GLASS ENCLOSED ROOM AT THE TOP AND THE
 FE2243'OVERALL HEIGHT IS ABOUT 80 FEET.  THE POINT INTERSECTED WAS THE
 FE2243'POINT OF THE ROOF.
 FE2243'
 FE2243'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE2243'GO 7.9 MILES EAST ON STATE ROUTE 15 TO A GRAVEL ROAD LEFT, TURN
 FE2243'LEFT, AND GO 1.6 MILES NORTH ON THE GRAVEL ROAD TO THE FIRE TOWER AS
 FE2243'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2397 ***********************************************************************
 GC2397  DESIGNATION -  TENNESSEE GAS TRANS KIA 570
 GC2397  PID         -  GC2397
 GC2397  STATE/COUNTY-  TN/SUMNER
 GC2397  USGS QUAD   -  PORTLAND (1981)
 GC2397
 GC2397                         *CURRENT SURVEY CONTROL
 GC2397  ___________________________________________________________________
 GC2397* NAD 83(1995)-  36 37 03.72837(N)    086 33 34.54904(W)     ADJUSTED  
 GC2397* NAVD 88     -                                                        
 GC2397  ___________________________________________________________________
 GC2397  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GC2397  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GC2397
 GC2397  HORZ ORDER  -  THIRD
 GC2397
 GC2397.The horizontal coordinates were established by classical geodetic methods
 GC2397.and adjusted by the National Geodetic Survey in April 1999..
 GC2397
 GC2397
 GC2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2397
 GC2397.The geoid height was determined by GEOID03.
 GC2397
 GC2397;                    North         East     Units Scale Factor Converg.
 GC2397;SPC TN       -   253,600.886   549,939.257   MT  1.00004184   -0 19 39.4
 GC2397;SPC TN       -   832,022.24  1,804,259.05   sFT  1.00004184   -0 19 39.4
 GC2397;SPC KY1Z     - 1,031,876.369 1,427,567.736   MT  1.00014391   -0 29 49.4
 GC2397;SPC KY1Z     - 3,385,414.39  4,683,611.81   sFT  1.00014391   -0 29 49.4
 GC2397;SPC KY S     -   531,867.951   427,576.471   MT  1.00002300   -0 29 27.6
 GC2397;SPC KY S     - 1,744,970.10  1,402,807.14   sFT  1.00002300   -0 29 27.6
 GC2397;UTM  16      - 4,052,554.491   539,380.747   MT  0.99961911   +0 15 45.7
 GC2397
 GC2397                          SUPERSEDED SURVEY CONTROL
 GC2397
 GC2397  NAD 83(1995)-  36 37 03.72837(N)    086 33 34.54910(W) AD(       ) 4
 GC2397  NAD 83(1995)-  36 37 03.73703(N)    086 33 34.55293(W) AD(       ) 4
 GC2397  NAD 83(1986)-  36 37 03.73745(N)    086 33 34.55317(W) AD(       ) 4
 GC2397  NAD 27      -  36 37 03.59500(N)    086 33 34.56500(W) AD(       ) 3
 GC2397
 GC2397.Superseded values are not recommended for survey control.
 GC2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2397.See file dsdata.txt to determine how the superseded data were derived.
 GC2397
 GC2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3938152554(NAD 83)
 GC2397_MARKER: 42 = RADIO/TV MAST
 GC2397
 GC2397  HISTORY     - Date     Condition        Report By
 GC2397  HISTORY     - 1951     FIRST OBSERVED   CGS
 GC2397  HISTORY     - 1959     GOOD             CGS
 GC2397  HISTORY     - 1964     GOOD             CGS
 GC2397
 GC2397                          STATION DESCRIPTION
 GC2397
 GC2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2397'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF PORTLAND ON THE
 GC2397'GROUNDS OF THE TENNESSEE GAS TRANSMISSION COMPANY PUMPING PLANT.
 GC2397'IT IS AN ALL STEEL STRUCTURE ABOUT 260 FEET HIGH PAINTED IN ALTERNATE
 GC2397'SECTIONS OF RED AND WHITE WITH A RED FLASHING LIGHT ON THE TOP OF
 GC2397'THE STRUCTURE AND TWO SETS OF RED LIGHTS AT INTERVALS DOWN THE SIDE
 GC2397'OF THE STRUCTURE.  THIS IS TRANSMITTING STATION NO KIA 570.  POINT
 GC2397'OBSERVED UPON, FLASHING RED LIGHT ON TOP OF STRUCTURE.
 GC2397'
 GC2397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2397'HIGHWAY 109, GO SOUTH ON U.S. HIGHWAY 31W FOR ABOUT 1 MILE TO
 GC2397'CROSSROAD, TURN LEFT AND GO SOUTHEAST FOR ABOUT 0.5 MILE TO THE
 GC2397'STATION ON THE RIGHT AS DESCRIBED.
 GC2397
 GC2397                          STATION RECOVERY (1959)
 GC2397
 GC2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2397'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF PORTLAND ON THE
 GC2397'GROUNDS OF THE TENNESSEE GAS PIPE LINE CO. PUMPING STATION.
 GC2397'
 GC2397'IT IS A 4-LEGGED, SELF SUPPORTING STEEL STRUCTURE, PAINTED
 GC2397'ALTERNATELY AVIATION SURFACE ORANGE AND WHITE, HAS TWO SETS OF
 GC2397'LIGHTS AT SPACED INTERVALS THROUGHOUT ITS HEIGHT, A RED FLASHING
 GC2397'LIGHT AT THE TOP OF THE ANTENNAE AND HAS AN OVER-ALL HEIGHT
 GC2397'OF 265.0 FEET.  THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE
 GC2397'ANTENNAE WAS THE POINT OBSERVED UPON.
 GC2397'
 GC2397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2397'ROUTE 109 AT THE KENTUCKY-TENNESSEE STATE LINE, GO SOUTH ON U.S.
 GC2397'HIGHWAY 31W FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, ON A
 GC2397'HARD SURFACED ROAD FOR 0.8 MILE TO THE TENNESSEE GAS PIPE LINE CO.
 GC2397'PUMPING STATION ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC2397
 GC2397                          STATION RECOVERY (1964)
 GC2397
 GC2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 GC2397'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2593 ***********************************************************************
 GC2593  DESIGNATION -  TENNESSEE VALLEY FARMERS SILO
 GC2593  PID         -  GC2593
 GC2593  STATE/COUNTY-  TN/HUMPHREYS
 GC2593  USGS QUAD   -  MC EWEN (1982)
 GC2593
 GC2593                         *CURRENT SURVEY CONTROL
 GC2593  ___________________________________________________________________
 GC2593* NAD 83(1995)-  36 00 17.21298(N)    087 38 56.13051(W)     ADJUSTED  
 GC2593* NAVD 88     -                                                        
 GC2593  ___________________________________________________________________
 GC2593  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2593  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC2593
 GC2593  HORZ ORDER  -  THIRD
 GC2593
 GC2593.The horizontal coordinates were established by classical geodetic methods
 GC2593.and adjusted by the National Geodetic Survey in April 1999..
 GC2593
 GC2593
 GC2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2593
 GC2593.The geoid height was determined by GEOID03.
 GC2593
 GC2593;                    North         East     Units Scale Factor Converg.
 GC2593;SPC TN       -   186,698.250   451,349.850   MT  0.99995282   -0 57 55.2
 GC2593;SPC TN       -   612,525.84  1,480,803.63   sFT  0.99995282   -0 57 55.2
 GC2593;UTM  16      - 3,984,673.472   441,517.061   MT  0.99964214   -0 22 53.3
 GC2593
 GC2593                          SUPERSEDED SURVEY CONTROL
 GC2593
 GC2593  NAD 83(1995)-  36 00 17.21530(N)    087 38 56.13410(W) AD(       ) 4
 GC2593  NAD 83(1995)-  36 00 17.21527(N)    087 38 56.13450(W) AD(       ) 4
 GC2593  NAD 83(1986)-  36 00 17.22330(N)    087 38 56.13193(W) AD(       ) 4
 GC2593  NAD 27      -  36 00 16.99800(N)    087 38 56.06400(W) AD(       ) 3
 GC2593
 GC2593.Superseded values are not recommended for survey control.
 GC2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2593.See file dsdata.txt to determine how the superseded data were derived.
 GC2593
 GC2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4151784673(NAD 83)
 GC2593_MARKER: 64 = SILO
 GC2593
 GC2593  HISTORY     - Date     Condition        Report By
 GC2593  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2593  HISTORY     - 1972     GOOD             NGS
 GC2593
 GC2593                          STATION DESCRIPTION
 GC2593
 GC2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2593'THE CENTER OF THE TOP OF THE TENNESSEE VALLEY FARMERS CORP. SILO,
 GC2593'WHICH IS LOCATED ABOUT 8 MILES SOUTH OF MC EWEN.  IT IS ABOUT 65
 GC2593'FEET HIGH PAINTED SILVER.
 GC2593'
 GC2593'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN MC EWEN, GO
 GC2593'NORTH ON A PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 70, TURN RIGHT
 GC2593'AND GO EAST ON U.S. HIGHWAY 70 FOR 0.3 MILE TO A PAVED ROAD SOUTH.
 GC2593'GO SOUTH ON PAVED COUNTY ROAD FOR 6.35 MILES TO A SIDE ROAD LEFT
 GC2593'AT A STEEL BRIDGE, TURN LEFT CROSSING BRIDGE AND GO 2.55 MILES TO A
 GC2593'SIDE ROAD LEFT, TURN LEFT, AND GO 1.5 MILE TO A FARM ENTRANCE ON THE
 GC2593'LEFT, TURN LEFT INTO FARM ROAD AND GO 0.45 MILE TO THE SILO.
 GC2593
 GC2593                          STATION RECOVERY (1972)
 GC2593
 GC2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (KKB)
 GC2593'TENNESSEE VALLEY FARMERS CORP SILO RECOVERED IN GOOD CONDITION.
 GC2593'
 GC2593'THE SILO LOOKS TO BE IN GOOD CONDITION, THERE IS NO DEFFINATE POINT
 GC2593'VISIBLE ON TOP OF SILO, IT HAS A FLAT TOP, (AS SMOKE STACK).
 GC2593'
 GC2593'SEE ORIGINAL DESCRIPTION.
 GC2593'
 GC2593'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.0 MI. SOUTH OF MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0079 ***********************************************************************
 GC0079  DESIGNATION -  TENTUCK
 GC0079  PID         -  GC0079
 GC0079  STATE/COUNTY-  TN/SUMNER
 GC0079  USGS QUAD   -  PETROLEUM (1994)
 GC0079
 GC0079                         *CURRENT SURVEY CONTROL
 GC0079  ___________________________________________________________________
 GC0079* NAD 83(1995)-  36 38 30.43306(N)    086 14 34.59927(W)     ADJUSTED  
 GC0079* NAVD 88     -       206.030  (meters)     675.95   (feet)  ADJUSTED  
 GC0079  ___________________________________________________________________
 GC0079  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GC0079  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC0079  DYNAMIC HT  -         205.865 (meters)     675.41  (feet)  COMP
 GC0079  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GC0079
 GC0079  HORZ ORDER  -  SECOND
 GC0079  VERT ORDER  -  SECOND    CLASS 0
 GC0079
 GC0079.The horizontal coordinates were established by classical geodetic methods
 GC0079.and adjusted by the National Geodetic Survey in April 1999..
 GC0079
 GC0079.The orthometric height was determined by differential leveling
 GC0079.and adjusted by the National Geodetic Survey in June 1991..
 GC0079
 GC0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0079
 GC0079.The geoid height was determined by GEOID03.
 GC0079
 GC0079.The dynamic height is computed by dividing the NAVD 88
 GC0079.geopotential number by the normal gravity value computed on the
 GC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0079.degrees latitude (g = 980.6199 gals.).
 GC0079
 GC0079.The modeled gravity was interpolated from observed gravity values.
 GC0079
 GC0079;                    North         East     Units Scale Factor Converg.
 GC0079;SPC TN       -   256,157.541   578,273.094   MT  1.00004768   -0 08 32.0
 GC0079;SPC TN       -   840,410.20  1,897,217.64   sFT  1.00004768   -0 08 32.0
 GC0079;SPC KY1Z     - 1,034,351.684 1,455,911.497   MT  1.00013487   -0 18 09.5
 GC0079;SPC KY1Z     - 3,393,535.48  4,776,602.97   sFT  1.00013487   -0 18 09.5
 GC0079;SPC KY S     -   534,345.388   455,916.649   MT  1.00001788   -0 17 56.2
 GC0079;SPC KY S     - 1,753,098.16  1,495,786.54   sFT  1.00001788   -0 17 56.2
 GC0079;UTM  16      - 4,055,402.676   567,675.082   MT  0.99965642   +0 27 06.6
 GC0079
 GC0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0079!SPC TN       -   0.99997232  x   1.00004768  =   1.00002000
 GC0079!SPC KY1Z     -   0.99997232  x   1.00013487  =   1.00010719
 GC0079!SPC KY S     -   0.99997232  x   1.00001788  =   0.99999020
 GC0079!UTM  16      -   0.99997232  x   0.99965642  =   0.99962875
 GC0079
 GC0079|---------------------------------------------------------------------|
 GC0079| PID    Reference Object                     Distance      Geod. Az  |
 GC0079|                                                           dddmmss.s |
 GC0079| GC0081 TENTUCK RM 1                         21.952 METERS 03352     |
 GC0079| GC0080 TENTUCK RM 2                         29.438 METERS 15645     |
 GC0079| GC0082 TENTUCK AZ MK                                      1725013.9 |
 GC0079|---------------------------------------------------------------------|
 GC0079
 GC0079                          SUPERSEDED SURVEY CONTROL
 GC0079
 GC0079  NAD 83(1995)-  36 38 30.43307(N)    086 14 34.59933(W) AD(       ) 2
 GC0079  NAD 83(1995)-  36 38 30.44254(N)    086 14 34.60282(W) AD(       ) 2
 GC0079  NAD 83(1986)-  36 38 30.44289(N)    086 14 34.60283(W) AD(       ) 2
 GC0079  NAD 27      -  36 38 30.29240(N)    086 14 34.64860(W) AD(       ) 2
 GC0079  NGVD 29 (??/??/??)  206.17   (m)          676.4    (f) RESET       3  
 GC0079
 GC0079.Superseded values are not recommended for survey control.
 GC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0079.See file dsdata.txt to determine how the superseded data were derived.
 GC0079
 GC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6767555403(NAD 83)
 GC0079_MARKER: DD = SURVEY DISK
 GC0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0079_STAMPING: TENTUCK 1961
 GC0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0079+STABILITY: SURFACE MOTION
 GC0079
 GC0079  HISTORY     - Date     Condition        Report By
 GC0079  HISTORY     - 1961     MONUMENTED       TNHD
 GC0079  HISTORY     - 1961     GOOD             TNHD
 GC0079
 GC0079                          STATION DESCRIPTION
 GC0079
 GC0079'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0079'8 MI N FROM WESTMORELAND.
 GC0079'FROM THE JUNCTION OF STATE ROUTE 52 AND STATE ROUTE 6 IN
 GC0079'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES TO A ROAD
 GC0079'RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A ROAD
 GC0079'RIGHT, TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.8 MILE
 GC0079'TO A TRACK ROAD LEFT, TURN LEFT ON THE TRACK ROAD AND GO NORTH
 GC0079'FOR 0.3 MILE TO THE STATION ON THE LEFT.  THE STATION IS 12
 GC0079'FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 1.4 FEET EAST OF A
 GC0079'WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0079'POST FLUSH WITH THE GROUND.
 GC0079
 GC0079                          STATION RECOVERY (1961)
 GC0079
 GC0079'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0079'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WESTMORELAND.
 GC0079'
 GC0079'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 GC0079'ROUTE 6 IN WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES
 GC0079'TO A ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A
 GC0079'ROAD RIGHT. HERE TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR
 GC0079'0.8 MILE TO A TRACK ROAD LEFT, TURN LEFT, NORTH, ON THIS TRACK ROAD
 GC0079'AND GO 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC0079'
 GC0079'THE STATION IS 12 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 GC0079'AND 1.4 FEET EAST OF A WITNESS POST. UNDERGROUND AND SURFACE MARKS
 GC0079'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED TENTUCK 1961.
 GC0079'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC0079'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0079'MONUMENT.
 GC0079'
 GC0079'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC0079'TRACK ROAD AND 5 FEET EAST OF A 24-INCH OAK TREE.  THE MARK IS A
 GC0079'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0079'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED TENTUCK RM-1
 GC0079'1961.
 GC0079'
 GC0079'REFERENCE MARK NO. 2 IS 11 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC0079'TRACK ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0079'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 GC0079'INCHES AND THE DISK IS STAMPED TENTUCK RM-2 1961.
 GC0079'
 GC0079'THE AZIMUTH MARK IS 50 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GC0079'GRAVELED ROAD, 12 FEET SOUTHEAST OF A 6-INCH ELM TREE AND 1.7 FEET
 GC0079'SOUTHWEST OF A WITNESS POST. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0079'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0079'AND THE DISK IS STAMPED TENTUCK AZI 1961.
 GC0079'
 GC0079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
 GC0079'ROAD FOR 0.3 MILE TO THE INTERSECTION OF A GRAVELED ROAD, TURN
 GC0079'RIGHT, WEST, AND GO 0.04 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC0079'
 GC0079'ALL OBSERVATIONS MADE FROM A 15 FOOT WOODEN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0082 ***********************************************************************
 GC0082  DESIGNATION -  TENTUCK AZ MK
 GC0082  PID         -  GC0082
 GC0082  STATE/COUNTY-  TN/SUMNER
 GC0082  USGS QUAD   -  PETROLEUM (1994)
 GC0082
 GC0082                         *CURRENT SURVEY CONTROL
 GC0082  ___________________________________________________________________
 GC0082* NAD 83(1986)-  36 38 13.     (N)    086 14 33.     (W)     SCALED    
 GC0082* NAVD 88     -       206.590  (meters)     677.79   (feet)  ADJUSTED  
 GC0082  ___________________________________________________________________
 GC0082  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GC0082  DYNAMIC HT  -         206.425 (meters)     677.25  (feet)  COMP
 GC0082  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GC0082
 GC0082  VERT ORDER  -  SECOND    CLASS 0
 GC0082
 GC0082.The horizontal coordinates were scaled from a topographic map and have
 GC0082.an estimated accuracy of +/- 6 seconds.
 GC0082
 GC0082.The orthometric height was determined by differential leveling
 GC0082.and adjusted by the National Geodetic Survey in June 1991..
 GC0082
 GC0082.The geoid height was determined by GEOID03.
 GC0082
 GC0082.The dynamic height is computed by dividing the NAVD 88
 GC0082.geopotential number by the normal gravity value computed on the
 GC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0082.degrees latitude (g = 980.6199 gals.).
 GC0082
 GC0082.The modeled gravity was interpolated from observed gravity values.
 GC0082
 GC0082;                    North         East    Units  Estimated Accuracy
 GC0082;SPC TN       -   255,620.      578,310.      MT  (+/- 180 meters Scaled)
 GC0082
 GC0082                          SUPERSEDED SURVEY CONTROL
 GC0082
 GC0082  NGVD 29 (??/??/??)  206.73   (m)          678.2    (f) RESET       3  
 GC0082
 GC0082.Superseded values are not recommended for survey control.
 GC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0082.See file dsdata.txt to determine how the superseded data were derived.
 GC0082
 GC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF677548(NAD 83)
 GC0082_MARKER: DZ = AZIMUTH MARK DISK
 GC0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0082_STAMPING: TENTUCK AZI 1961
 GC0082_MARK LOGO: TNHD  
 GC0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0082+STABILITY: SURFACE MOTION
 GC0082
 GC0082  HISTORY     - Date     Condition        Report By
 GC0082  HISTORY     - 1961     MONUMENTED       TNHD
 GC0082
 GC0082                          STATION DESCRIPTION
 GC0082
 GC0082'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0082'8 MI N FROM WESTMORELAND.
 GC0082'FROM THE JUNCTION OF STATE ROUTE 52 AND STATE ROUTE 6 IN
 GC0082'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES TO A
 GC0082'ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A
 GC0082'ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.7 MILE TO THE MARK
 GC0082'ON THE LEFT.  THE MARK IS LOCATED 50 FEET NORTHWEST OF THE
 GC0082'CENTERLINE OF A GRAVELED ROAD, 12 FEET SOUTHEAST OF A 6-INCH
 GC0082'ELM TREE AND 1.7 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS
 GC0082'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC0082'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0081 ***********************************************************************
 GC0081  DESIGNATION -  TENTUCK RM 1
 GC0081  PID         -  GC0081
 GC0081  STATE/COUNTY-  TN/SUMNER
 GC0081  USGS QUAD   -  PETROLEUM (1994)
 GC0081
 GC0081                         *CURRENT SURVEY CONTROL
 GC0081  ___________________________________________________________________
 GC0081* NAD 83(1986)-  36 38 30.     (N)    086 14 33.     (W)     SCALED    
 GC0081* NAVD 88     -       208.210  (meters)     683.10   (feet)  ADJUSTED  
 GC0081  ___________________________________________________________________
 GC0081  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC0081  DYNAMIC HT  -         208.044 (meters)     682.56  (feet)  COMP
 GC0081  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GC0081
 GC0081  VERT ORDER  -  SECOND    CLASS 0
 GC0081
 GC0081.The horizontal coordinates were scaled from a topographic map and have
 GC0081.an estimated accuracy of +/- 6 seconds.
 GC0081
 GC0081.The orthometric height was determined by differential leveling
 GC0081.and adjusted by the National Geodetic Survey in June 1991..
 GC0081
 GC0081.The geoid height was determined by GEOID03.
 GC0081
 GC0081.The dynamic height is computed by dividing the NAVD 88
 GC0081.geopotential number by the normal gravity value computed on the
 GC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0081.degrees latitude (g = 980.6199 gals.).
 GC0081
 GC0081.The modeled gravity was interpolated from observed gravity values.
 GC0081
 GC0081;                    North         East    Units  Estimated Accuracy
 GC0081;SPC TN       -   256,140.      578,310.      MT  (+/- 180 meters Scaled)
 GC0081
 GC0081                          SUPERSEDED SURVEY CONTROL
 GC0081
 GC0081  NGVD 29 (??/??/92)  208.317  (m)          683.45   (f) ADJ UNCH    2 0
 GC0081
 GC0081.Superseded values are not recommended for survey control.
 GC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0081.See file dsdata.txt to determine how the superseded data were derived.
 GC0081
 GC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF677553(NAD 83)
 GC0081_MARKER: DR = REFERENCE MARK DISK
 GC0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0081_STAMPING: TENTUCK RM-1 1961
 GC0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0081+STABILITY: SURFACE MOTION
 GC0081
 GC0081  HISTORY     - Date     Condition        Report By
 GC0081  HISTORY     - 1961     MONUMENTED       TNHD
 GC0081
 GC0081                          STATION DESCRIPTION
 GC0081
 GC0081'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0081'8 MI N FROM WESTMORELAND.
 GC0081'THIS MARK IS LOCATED AT THE TENTUCK 1961 STATION SITE, 37 FEET
 GC0081'EAST OF THE CENTERLINE OF A TRACK ROAD, 5 FOOT EAST OF A 24-INCH
 GC0081'OAK TREE, AND 72 FEET NORTHEAST OF THE STATION.  THE MARK IS
 GC0081'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS
 GC0081'ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0080 ***********************************************************************
 GC0080  DESIGNATION -  TENTUCK RM 2
 GC0080  PID         -  GC0080
 GC0080  STATE/COUNTY-  TN/SUMNER
 GC0080  USGS QUAD   -  PETROLEUM (1994)
 GC0080
 GC0080                         *CURRENT SURVEY CONTROL
 GC0080  ___________________________________________________________________
 GC0080* NAD 83(1986)-  36 38 30.     (N)    086 14 33.     (W)     SCALED    
 GC0080* NAVD 88     -       206.776  (meters)     678.40   (feet)  ADJUSTED  
 GC0080  ___________________________________________________________________
 GC0080  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC0080  DYNAMIC HT  -         206.611 (meters)     677.86  (feet)  COMP
 GC0080  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GC0080
 GC0080  VERT ORDER  -  SECOND    CLASS 0
 GC0080
 GC0080.The horizontal coordinates were scaled from a topographic map and have
 GC0080.an estimated accuracy of +/- 6 seconds.
 GC0080
 GC0080.The orthometric height was determined by differential leveling
 GC0080.and adjusted by the National Geodetic Survey in June 1991..
 GC0080
 GC0080.The geoid height was determined by GEOID03.
 GC0080
 GC0080.The dynamic height is computed by dividing the NAVD 88
 GC0080.geopotential number by the normal gravity value computed on the
 GC0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0080.degrees latitude (g = 980.6199 gals.).
 GC0080
 GC0080.The modeled gravity was interpolated from observed gravity values.
 GC0080
 GC0080;                    North         East    Units  Estimated Accuracy
 GC0080;SPC TN       -   256,140.      578,310.      MT  (+/- 180 meters Scaled)
 GC0080
 GC0080                          SUPERSEDED SURVEY CONTROL
 GC0080
 GC0080  NGVD 29 (??/??/92)  206.883  (m)          678.75   (f) ADJ UNCH    2 0
 GC0080
 GC0080.Superseded values are not recommended for survey control.
 GC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0080.See file dsdata.txt to determine how the superseded data were derived.
 GC0080
 GC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF677553(NAD 83)
 GC0080_MARKER: DR = REFERENCE MARK DISK
 GC0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0080_STAMPING: TENTUCK RM-2 1961
 GC0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0080+STABILITY: SURFACE MOTION
 GC0080
 GC0080  HISTORY     - Date     Condition        Report By
 GC0080  HISTORY     - 1961     MONUMENTED       TNHD
 GC0080
 GC0080                          STATION DESCRIPTION
 GC0080
 GC0080'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0080'8 MI N FROM WESTMORELAND.
 GC0080'THIS MARK IS LOCATED AT THE TENTUCK 1961 STATION SITE, 11 FEET
 GC0080'EAST OF THE CENTERLINE OF A TRACK ROAD, AND 96.6 FEET SOUTH OF
 GC0080'THE STATION.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0080'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0638 ***********************************************************************
 GB0638  DESIGNATION -  TERA
 GB0638  PID         -  GB0638
 GB0638  STATE/COUNTY-  TN/ANDERSON
 GB0638  USGS QUAD   -  NORRIS (1990)
 GB0638
 GB0638                         *CURRENT SURVEY CONTROL
 GB0638  ___________________________________________________________________
 GB0638* NAD 83(1986)-  36 11 25.     (N)    084 05 08.     (W)     SCALED    
 GB0638* NAVD 88     -       331.687  (meters)    1088.21   (feet)  ADJUSTED  
 GB0638  ___________________________________________________________________
 GB0638  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB0638  DYNAMIC HT  -         331.389 (meters)    1087.23  (feet)  COMP
 GB0638  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 GB0638
 GB0638  VERT ORDER  -  SECOND    CLASS 0
 GB0638
 GB0638.The horizontal coordinates were scaled from a topographic map and have
 GB0638.an estimated accuracy of +/- 6 seconds.
 GB0638
 GB0638.The orthometric height was determined by differential leveling
 GB0638.and adjusted by the National Geodetic Survey in June 1991..
 GB0638.WARNING-Repeat measurements at this control monument indicate possible
 GB0638.vertical movement.
 GB0638
 GB0638.The geoid height was determined by GEOID03.
 GB0638
 GB0638.The dynamic height is computed by dividing the NAVD 88
 GB0638.geopotential number by the normal gravity value computed on the
 GB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0638.degrees latitude (g = 980.6199 gals.).
 GB0638
 GB0638.The modeled gravity was interpolated from observed gravity values.
 GB0638
 GB0638;                    North         East    Units  Estimated Accuracy
 GB0638;SPC TN       -   207,710.      772,180.      MT  (+/- 180 meters Scaled)
 GB0638
 GB0638                          SUPERSEDED SURVEY CONTROL
 GB0638
 GB0638  NGVD 29 (??/??/92)  331.827  (m)         1088.67   (f) ADJ UNCH    2 0
 GB0638
 GB0638.Superseded values are not recommended for survey control.
 GB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0638.See file dsdata.txt to determine how the superseded data were derived.
 GB0638
 GB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF620089(NAD 83)
 GB0638_MARKER: DD = SURVEY DISK
 GB0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0638+STABILITY: SURFACE MOTION
 GB0638
 GB0638  HISTORY     - Date     Condition        Report By
 GB0638  HISTORY     - UNK      MONUMENTED       TNGS
 GB0638  HISTORY     - 1949     GOOD             NGS
 GB0638  HISTORY     - 1964     GOOD             NGS
 GB0638
 GB0638                          STATION DESCRIPTION
 GB0638
 GB0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0638'1.3 MI N FROM NORRIS.
 GB0638'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0638'NORRIS, ANDERSON COUNTY, AT THE JUNCTION OF T.V.A. FREEWAY, 80
 GB0638'FEET NORTH OF THE CENTERLINE OF WEST NORRIS ROAD, 75 FEET EAST
 GB0638'OF THE CENTERLINE OF THE FREEWAY, NEAR A STEEL POST WITH A
 GB0638'CONTROL-MARKER SIGN, AND ABOUT 5 FEET HIGHER THAN THE ROAD.  A
 GB0638'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GB0638
 GB0638                          STATION RECOVERY (1964)
 GB0638
 GB0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GB0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3027 ***********************************************************************
 GA3027  DESIGNATION -  TEVA
 GA3027  PID         -  GA3027
 GA3027  STATE/COUNTY-  TN/CLAIBORNE
 GA3027  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3027
 GA3027                         *CURRENT SURVEY CONTROL
 GA3027  ___________________________________________________________________
 GA3027* NAD 83(1995)-  36 36 01.63250(N)    083 39 43.94894(W)     ADJUSTED  
 GA3027* NAVD 88     -       422.691  (meters)    1386.78   (feet)  ADJUSTED  
 GA3027  ___________________________________________________________________
 GA3027  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GA3027  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA3027  DYNAMIC HT  -         422.322 (meters)    1385.57  (feet)  COMP
 GA3027  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA3027
 GA3027  HORZ ORDER  -  SECOND
 GA3027  VERT ORDER  -  SECOND    CLASS 0
 GA3027
 GA3027.The horizontal coordinates were established by classical geodetic methods
 GA3027.and adjusted by the National Geodetic Survey in April 1999..
 GA3027
 GA3027.The orthometric height was determined by differential leveling
 GA3027.and adjusted by the National Geodetic Survey in June 1991..
 GA3027
 GA3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3027
 GA3027.The geoid height was determined by GEOID03.
 GA3027
 GA3027.The dynamic height is computed by dividing the NAVD 88
 GA3027.geopotential number by the normal gravity value computed on the
 GA3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3027.degrees latitude (g = 980.6199 gals.).
 GA3027
 GA3027.The modeled gravity was interpolated from observed gravity values.
 GA3027
 GA3027;                    North         East     Units Scale Factor Converg.
 GA3027;SPC TN       -   254,041.851   809,162.496   MT  1.00003776   +1 22 07.1
 GA3027;SPC TN       -   833,468.97  2,654,727.29   sFT  1.00003776   +1 22 07.1
 GA3027;SPC VA S     - 1,042,269.656 3,038,324.519   MT  1.00003432   -3 07 59.1
 GA3027;SPC VA S     - 3,419,513.03  9,968,236.36   sFT  1.00003432   -3 07 59.1
 GA3027;UTM  17      - 4,053,850.771   261,868.602   MT  1.00029869   -1 35 16.9
 GA3027
 GA3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3027!SPC TN       -   0.99993846  x   1.00003776  =   0.99997621
 GA3027!SPC VA S     -   0.99993846  x   1.00003432  =   0.99997277
 GA3027!UTM  17      -   0.99993846  x   1.00029869  =   1.00023713
 GA3027
 GA3027|---------------------------------------------------------------------|
 GA3027| PID    Reference Object                     Distance      Geod. Az  |
 GA3027|                                                           dddmmss.s |
 GA3027| GA3028 TEVA RM 1                            11.344 METERS 06214     |
 GA3027| GA3602 41A NPS 1963                          7.360 METERS 09943     |
 GA3027| GA3026 TEVA RM 2                            17.661 METERS 26456     |
 GA3027| GA3599 VIRGINIA CORNER 2 RESET             APPROX. 1.2 KM 2714216.1 |
 GA3027|---------------------------------------------------------------------|
 GA3027
 GA3027                          SUPERSEDED SURVEY CONTROL
 GA3027
 GA3027  NAD 83(1995)-  36 36 01.63249(N)    083 39 43.94896(W) AD(       ) 2
 GA3027  NAD 83(1995)-  36 36 01.62372(N)    083 39 43.94808(W) AD(       ) 2
 GA3027  NAD 83(1995)-  36 36 01.64168(N)    083 39 43.94953(W) AD(       ) 2
 GA3027  NAD 83(1986)-  36 36 01.64168(N)    083 39 43.94953(W) AD(       ) 2
 GA3027  NAD 27      -  36 36 01.35657(N)    083 39 44.26060(W) AD(       ) 2
 GA3027  NGVD 29 (??/??/92)  422.831  (m)         1387.24   (f) ADJ UNCH    2 0
 GA3027
 GA3027.Superseded values are not recommended for survey control.
 GA3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3027.See file dsdata.txt to determine how the superseded data were derived.
 GA3027
 GA3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6186953851(NAD 83)
 GA3027_MARKER: DS = TRIANGULATION STATION DISK
 GA3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3027_STAMPING: TEVA 1963
 GA3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3027+STABILITY: SURFACE MOTION
 GA3027
 GA3027  HISTORY     - Date     Condition        Report By
 GA3027  HISTORY     - 1963     MONUMENTED       TNHD
 GA3027  HISTORY     - 1963     GOOD             TNHD
 GA3027  HISTORY     - 1966     GOOD             CGS
 GA3027  HISTORY     - 1972     GOOD             TVA
 GA3027  HISTORY     - 1975     GOOD             NGS
 GA3027
 GA3027                          STATION DESCRIPTION
 GA3027
 GA3027'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3027'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF CUMBERLAND
 GA3027'GAP ON OR NEAR THE TENNESSEE-VIRGINIA STATE LINE.
 GA3027'
 GA3027'TO REACH THE STATION FROM THE POST OFFICE IN CUMBERLAND GAP,
 GA3027'GO NORTHERLY ON U.S. HIGHWAY 25E FOR 0.4 MILE TO WHERE THE
 GA3027'HIGHWAY MAKES A SHARP BEND TO THE LEFT NEAR THE STATE LINE AND
 GA3027'THE MARK ON THE LEFT.
 GA3027'
 GA3027'THE STATION IS 47 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA3027'U.S. HIGHWAY 25E, 38 FEET WEST-NORTHWEST OF THE VIRGINIA
 GA3027'BOUNDARY SIGN 1D11, 34 FEET SOUTHEAST OF A 48-INCH, TWIN-TRUNKED
 GA3027'OAK TREE, AND 27 FEET NORTHWEST OF A 20-INCH PINE TREE.  THE
 GA3027'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA3027'DEPARTMENT DISKS AND ARE STAMPED TEVA 1963.  THE UNDERGROUND
 GA3027'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GA3027'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3027'
 GA3027'REFERENCE MARK NO. 1 IS 43 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 GA3027'CENTER OF U.S. HIGHWAY 25E, 31 FEET WEST OF A POWERLINE POLE
 GA3027'AND 23 FEET NORTHEAST OF A NATIONAL PARK SERVICE MONUMENT.
 GA3027'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3027'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3027'TEVA R.M.-1 1963.
 GA3027'
 GA3027'REFERENCE MARK NO. 2 IS 72 FEET NORTH OF THE APPROXIMATE
 GA3027'CENTER OF U.S. HIGHWAY 25E, 55 FEET EAST OF A 22-INCH OAK
 GA3027'TREE, 25 FEET SOUTHWEST OF A 22-INCH OAK TREE, AND 14 FEET SOUTH
 GA3027'OF A 48-INCH TULIP TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3027'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3027'MONUMENT AND THE DISK IS STAMPED TEVA R.M.-2 1963.
 GA3027'
 GA3027'A TRAVERSE CONNECTION WAS MADE TO USDI NPS 41A.  IT IS 30
 GA3027'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E,
 GA3027'21 FEET NORTH-NORTHWEST OF A 20-INCH PINE TREE, AND 15 FEET
 GA3027'NORTHWEST OF THE VIRGINIA BOUNDARY SIGN 1D11.  IT IS A NATIONAL
 GA3027'PARK SERVICE DISK SET IN A 3-INCH SQUARE, CONCRETE MONUMENT
 GA3027'THAT PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE AND THE DISK IS
 GA3027'STAMPED U.S.D.I. NPS 41A.
 GA3027'
 GA3027'TRIANGULATION STATION VIRGINIA CORNER 2 1934 WILL SERVE
 GA3027'AS AN AZIMUTH MARK.
 GA3027'
 GA3027'ALL OBSERVATIONS WERE MADE FROM A 10 FOOT WOODEN STAND.
 GA3027
 GA3027                          STATION RECOVERY (1963)
 GA3027
 GA3027'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3027'0.5 MI NE FROM CUMBERLAND GAP.
 GA3027'FROM THE POST OFFICE IN CUMBERLAND GAP, GO NORTHERLY ON U.S.
 GA3027'HIGHWAY 25E FOR 0.4 MILE TO WHERE THE HIGHWAY MAKES A SHARP BEND
 GA3027'TO THE LEFT NEAR THE STATE LINE AND THE MARK ON THE LEFT.  THE
 GA3027'STATION IS 47 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E,
 GA3027'38 FEET WEST-NORTHWEST OF THE VIRGINIA BOUNDARY SIGN 1D11, 34
 GA3027'FEET SOUTHEAST OF A 48-INCH, TWIN-TRUNKED OAK TREE, AND 27 FEET
 GA3027'NORTHWEST OF A 20-INCH PINE TREE.  THE MARK IS A STANDARD
 GA3027'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA3027'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA3027
 GA3027                          STATION RECOVERY (1966)
 GA3027
 GA3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 GA3027'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED
 GA3027'WITH THE FOLLOWING ADDED NOTATION.  THE MARK IS NOW 0.8 OF
 GA3027'A FOOT EAST OF A METAL WITNESS POST AND SIGN.  THE ORIGINAL
 GA3027'STATION TO-REACH IS COMPLETELY ADEQUATE.
 GA3027
 GA3027                          STATION RECOVERY (1972)
 GA3027
 GA3027'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (BJ)
 GA3027'TEVA RECOVERED IN GOOD CONDITION.
 GA3027'
 GA3027'DESCRIPTION O.K.
 GA3027'
 GA3027'DISTANCE AND DIRECTION FROM NEAREST TOWN NEAR NORRIS.
 GA3027
 GA3027                          STATION RECOVERY (1975)
 GA3027
 GA3027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA3027'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION
 GA3027'IS GOOD.
 GA3027'
 GA3027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 GA3027'NORTHEAST OF CUMBERLAND GAP, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3028 ***********************************************************************
 GA3028  DESIGNATION -  TEVA RM 1
 GA3028  PID         -  GA3028
 GA3028  STATE/COUNTY-  TN/CLAIBORNE
 GA3028  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3028
 GA3028                         *CURRENT SURVEY CONTROL
 GA3028  ___________________________________________________________________
 GA3028* NAD 83(1986)-  36 36 01.     (N)    083 39 45.     (W)     SCALED    
 GA3028* NAVD 88     -       423.942  (meters)    1390.88   (feet)  ADJUSTED  
 GA3028  ___________________________________________________________________
 GA3028  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA3028  DYNAMIC HT  -         423.571 (meters)    1389.67  (feet)  COMP
 GA3028  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA3028
 GA3028  VERT ORDER  -  SECOND    CLASS 0
 GA3028
 GA3028.The horizontal coordinates were scaled from a topographic map and have
 GA3028.an estimated accuracy of +/- 6 seconds.
 GA3028
 GA3028.The orthometric height was determined by differential leveling
 GA3028.and adjusted by the National Geodetic Survey in June 1991..
 GA3028
 GA3028.The geoid height was determined by GEOID03.
 GA3028
 GA3028.The dynamic height is computed by dividing the NAVD 88
 GA3028.geopotential number by the normal gravity value computed on the
 GA3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3028.degrees latitude (g = 980.6199 gals.).
 GA3028
 GA3028.The modeled gravity was interpolated from observed gravity values.
 GA3028
 GA3028;                    North         East    Units  Estimated Accuracy
 GA3028;SPC TN       -   254,020.      809,140.      MT  (+/- 180 meters Scaled)
 GA3028
 GA3028                          SUPERSEDED SURVEY CONTROL
 GA3028
 GA3028  NGVD 29 (??/??/92)  424.082  (m)         1391.34   (f) ADJ UNCH    2 0
 GA3028
 GA3028.Superseded values are not recommended for survey control.
 GA3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3028.See file dsdata.txt to determine how the superseded data were derived.
 GA3028
 GA3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618538(NAD 83)
 GA3028_MARKER: DR = REFERENCE MARK DISK
 GA3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3028_STAMPING: TEVA RM-1 1963
 GA3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3028+STABILITY: SURFACE MOTION
 GA3028
 GA3028  HISTORY     - Date     Condition        Report By
 GA3028  HISTORY     - 1963     MONUMENTED       TNHD
 GA3028
 GA3028                          STATION DESCRIPTION
 GA3028
 GA3028'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3028'0.5 MI NE FROM CUMBERLAND GAP.
 GA3028'THIS MARK IS LOCATED AT THE TEVA 1963 STATION SITE, 43 FEET
 GA3028'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E,
 GA3028'37 FEET NORTHEAST OF THE STATION, 31 FEET WEST OF A POWERLINE POLE
 GA3028'AND 23 FEET NORTHEAST OF A NATIONAL PARK SERVICE MONUMENT.  IT IS
 GA3028'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA3028'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3026 ***********************************************************************
 GA3026  DESIGNATION -  TEVA RM 2
 GA3026  PID         -  GA3026
 GA3026  STATE/COUNTY-  TN/CLAIBORNE
 GA3026  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3026
 GA3026                         *CURRENT SURVEY CONTROL
 GA3026  ___________________________________________________________________
 GA3026* NAD 83(1986)-  36 36 01.     (N)    083 39 45.     (W)     SCALED    
 GA3026* NAVD 88     -       422.555  (meters)    1386.33   (feet)  ADJUSTED  
 GA3026  ___________________________________________________________________
 GA3026  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA3026  DYNAMIC HT  -         422.185 (meters)    1385.12  (feet)  COMP
 GA3026  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA3026
 GA3026  VERT ORDER  -  SECOND    CLASS 0
 GA3026
 GA3026.The horizontal coordinates were scaled from a topographic map and have
 GA3026.an estimated accuracy of +/- 6 seconds.
 GA3026
 GA3026.The orthometric height was determined by differential leveling
 GA3026.and adjusted by the National Geodetic Survey in June 1991..
 GA3026
 GA3026.The geoid height was determined by GEOID03.
 GA3026
 GA3026.The dynamic height is computed by dividing the NAVD 88
 GA3026.geopotential number by the normal gravity value computed on the
 GA3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3026.degrees latitude (g = 980.6199 gals.).
 GA3026
 GA3026.The modeled gravity was interpolated from observed gravity values.
 GA3026
 GA3026;                    North         East    Units  Estimated Accuracy
 GA3026;SPC TN       -   254,020.      809,140.      MT  (+/- 180 meters Scaled)
 GA3026
 GA3026                          SUPERSEDED SURVEY CONTROL
 GA3026
 GA3026  NGVD 29 (??/??/92)  422.693  (m)         1386.79   (f) ADJ UNCH    2 0
 GA3026
 GA3026.Superseded values are not recommended for survey control.
 GA3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3026.See file dsdata.txt to determine how the superseded data were derived.
 GA3026
 GA3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618538(NAD 83)
 GA3026_MARKER: DR = REFERENCE MARK DISK
 GA3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3026_STAMPING: TEVA RM-2 1963
 GA3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3026+STABILITY: SURFACE MOTION
 GA3026
 GA3026  HISTORY     - Date     Condition        Report By
 GA3026  HISTORY     - 1963     MONUMENTED       TNHD
 GA3026
 GA3026                          STATION DESCRIPTION
 GA3026
 GA3026'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3026'0.5 MI NE FROM CUMBERLAND GAP.
 GA3026'THIS MARK IS LOCATED AT THE TEVA 1963 STATION SITE, 72 FEET NORTH
 GA3026'OF THE CENTERLINE OF U.S. HIGHWAY 25E, 58 FEET WEST OF THE
 GA3026'STATION, 55 FEET EAST OF A 22-INCH OAK TREE, 25 FEET SOUTHWEST
 GA3026'OF A 22-INCH OAK TREE, AND 14 FEET SOUTH OF A 48-INCH TULIP POPLAR
 GA3026'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA3026'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA3026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1802 ***********************************************************************
 FC1802  DESIGNATION -  TEXAS
 FC1802  PID         -  FC1802
 FC1802  STATE/COUNTY-  TN/MEIGS
 FC1802  USGS QUAD   -  BIRCHWOOD (1967)
 FC1802
 FC1802                         *CURRENT SURVEY CONTROL
 FC1802  ___________________________________________________________________
 FC1802* NAD 83(1995)-  35 20 00.50683(N)    084 55 52.25845(W)     ADJUSTED  
 FC1802* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 FC1802  ___________________________________________________________________
 FC1802  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FC1802  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC1802
 FC1802  HORZ ORDER  -  THIRD
 FC1802
 FC1802.The horizontal coordinates were established by classical geodetic methods
 FC1802.and adjusted by the National Geodetic Survey in April 1999..
 FC1802
 FC1802.The orthometric height was scaled from a topographic map.
 FC1802
 FC1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1802
 FC1802.The geoid height was determined by GEOID03.
 FC1802
 FC1802;                    North         East     Units Scale Factor Converg.
 FC1802;SPC TN       -   111,496.193   697,169.597   MT  0.99998632   +0 37 32.6
 FC1802;SPC TN       -   365,800.43  2,287,297.25   sFT  0.99998632   +0 37 32.6
 FC1802;UTM  16      - 3,911,988.822   688,027.530   MT  1.00003571   +1 11 48.5
 FC1802
 FC1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1802!SPC TN       -   0.99996755  x   0.99998632  =   0.99995387
 FC1802!UTM  16      -   0.99996755  x   1.00003571  =   1.00000325
 FC1802
 FC1802|---------------------------------------------------------------------|
 FC1802| PID    Reference Object                     Distance      Geod. Az  |
 FC1802|                                                           dddmmss.s |
 FC1802| CZ4611 TEXAS RM 1                           23.525 METERS 03205     |
 FC1802| CZ4610 TEXAS AZ MK                                        0322635.7 |
 FC1802| FC1803 TEXAS 2                              27.236 METERS 26514     |
 FC1802| CZ4612 TEXAS RM 2                           25.658 METERS 27001     |
 FC1802|---------------------------------------------------------------------|
 FC1802
 FC1802                          SUPERSEDED SURVEY CONTROL
 FC1802
 FC1802  NAD 83(1995)-  35 20 00.50902(N)    084 55 52.25975(W) AD(       ) 3
 FC1802  NAD 83(1995)-  35 20 00.50880(N)    084 55 52.26086(W) AD(       ) 3
 FC1802  NAD 83(1995)-  35 20 00.50913(N)    084 55 52.25994(W) AD(       ) 3
 FC1802  NAD 83(1986)-  35 20 00.51179(N)    084 55 52.25774(W) AD(       ) 3
 FC1802  NAD 27      -  35 20 00.25200(N)    084 55 52.44100(W) AD(       ) 3
 FC1802
 FC1802.Superseded values are not recommended for survey control.
 FC1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1802.See file dsdata.txt to determine how the superseded data were derived.
 FC1802
 FC1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8802811989(NAD 83)
 FC1802_MARKER: DS = TRIANGULATION STATION DISK
 FC1802_SETTING: 66 = SET IN ROCK OUTCROP
 FC1802
 FC1802  HISTORY     - Date     Condition        Report By
 FC1802  HISTORY     - 1934     MONUMENTED       CGS
 FC1802  HISTORY     - 1940     SEE DESCRIPTION  TVA
 FC1802
 FC1802                          STATION DESCRIPTION
 FC1802
 FC1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1802'ABOUT 3-3/4 MILES EAST-SOUTHEAST OF BIRCHWOOD, 3-1/2 MILES NORTH BY
 FC1802'EAST OF GEORGETOWN, ON RIGHT-OF-WAY OF AND 42 FEET SOUTHEAST OF
 FC1802'CENTER LINE OF STATE ROUTE 58, AND AT FOOT OF WEST SIDE OF TEXAS
 FC1802'KNOBS.  TO REACH FROM GEORGETOWN, FOLLOW STATE ROUTE 83 NORTHWEST 2
 FC1802'MILES TO JUNCTION WITH ROUTE 58, TURN RIGHT (NORTHEAST) ONTO ROUTE 58
 FC1802'AND GO 2.7 MILES TO TOP OF GRADE WITH OUTCROPPING FLAT ROCKS ON RIGHT
 FC1802'(SOUTHEAST) AND STATION.  MARK IS STANDARD STATION DISK IN BEDROCK,
 FC1802'FLUSH WITH SURFACE OF GROUND.  REFERENCE MARK NO. 1 IS
 FC1802'STANDARD REFERENCE DISK IN BEDROCK, FLUSH WITH
 FC1802'SURFACE OF GROUND, ON RIGHT-OF-WAY OF AND 40 FEET SOUTHEAST OF CENTER
 FC1802'LINE OF HIGHWAY, AND 77.18 FEET FROM STATION N 32 DEG 05 MIN E.
 FC1802'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD REFERENCE
 FC1802'DISKS IN CONCRETE.  NO.  2 IS ON RIGHT-OF-WAY OF AND 16
 FC1802'FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND 84.18 FEET FROM STATION
 FC1802'S 90 DEG 01 MIN W.  DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND
 FC1802'NO. 2 IS 141.30 FEET.  AZIMUTH MARK IS ON FIRST RISE IN ROAD NORTH OF
 FC1802'STATION, 22 FEET NORTHWEST OF CENTER LINE THEREOF, AND ABOUT 0.3
 FC1802'MILE BY ROAD FROM STATION N 32 DEG 27 MIN E.
 FC1802
 FC1802                          STATION RECOVERY (1940)
 FC1802
 FC1802'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1940 (GDW)
 FC1802'LETTER OF MR. GEORGE D. WHITMORE, MAPS AND SURVEYS DIVISION,
 FC1802'TENNESSEE VALLEY AUTHORITY, CHATTANOOGA, TENNESSEE, DATED MAY 1,
 FC1802'1940-
 FC1802'
 FC1802'DUE TO QUARRYING ACTIVITIES THE STATION HAS BEEN DESTROYED.  A NEW
 FC1802'STATION TEXAS 2 WAS ESTABLISHED AND TIED TO IT BEFORE IT WAS
 FC1802'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1803 ***********************************************************************
 FC1803  DESIGNATION -  TEXAS 2
 FC1803  PID         -  FC1803
 FC1803  STATE/COUNTY-  TN/MEIGS
 FC1803  USGS QUAD   -  BIRCHWOOD (1967)
 FC1803
 FC1803                         *CURRENT SURVEY CONTROL
 FC1803  ___________________________________________________________________
 FC1803* NAD 83(1995)-  35 20 00.43349(N)    084 55 53.33319(W)     ADJUSTED  
 FC1803* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 FC1803  ___________________________________________________________________
 FC1803  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FC1803  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC1803
 FC1803  HORZ ORDER  -  SECOND
 FC1803
 FC1803.The horizontal coordinates were established by classical geodetic methods
 FC1803.and adjusted by the National Geodetic Survey in April 1999..
 FC1803
 FC1803.The orthometric height was scaled from a topographic map.
 FC1803
 FC1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1803
 FC1803.The geoid height was determined by GEOID03.
 FC1803
 FC1803;                    North         East     Units Scale Factor Converg.
 FC1803;SPC TN       -   111,493.637   697,142.482   MT  0.99998632   +0 37 32.0
 FC1803;SPC TN       -   365,792.04  2,287,208.29   sFT  0.99998632   +0 37 32.0
 FC1803;UTM  16      - 3,911,985.995   688,000.440   MT  1.00003559   +1 11 47.9
 FC1803
 FC1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1803!SPC TN       -   0.99996754  x   0.99998632  =   0.99995387
 FC1803!UTM  16      -   0.99996754  x   1.00003559  =   1.00000313
 FC1803
 FC1803|---------------------------------------------------------------------|
 FC1803| PID    Reference Object                     Distance      Geod. Az  |
 FC1803|                                                           dddmmss.s |
 FC1803| FC1802 TEXAS                                27.236 METERS 08514     |
 FC1803| CZ4610 TEXAS AZ MK                                        1353711.9 |
 FC1803|---------------------------------------------------------------------|
 FC1803
 FC1803                          SUPERSEDED SURVEY CONTROL
 FC1803
 FC1803  NAD 83(1995)-  35 20 00.43568(N)    084 55 53.33450(W) AD(       ) 2
 FC1803  NAD 83(1995)-  35 20 00.43546(N)    084 55 53.33561(W) AD(       ) 2
 FC1803  NAD 83(1995)-  35 20 00.43579(N)    084 55 53.33469(W) AD(       ) 2
 FC1803  NAD 83(1986)-  35 20 00.43846(N)    084 55 53.33248(W) AD(       ) 2
 FC1803  NAD 27      -  35 20 00.17900(N)    084 55 53.51600(W) AD(       ) 2
 FC1803
 FC1803.Superseded values are not recommended for survey control.
 FC1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1803.See file dsdata.txt to determine how the superseded data were derived.
 FC1803
 FC1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8800011986(NAD 83)
 FC1803_MARKER: DD = SURVEY DISK
 FC1803_SETTING: 0 = UNSPECIFIED SETTING
 FC1803
 FC1803  HISTORY     - Date     Condition        Report By
 FC1803  HISTORY     - 1940     MONUMENTED       CGS
 FC1803  HISTORY     - 1949     GOOD             TVA
 FC1803
 FC1803                          STATION DESCRIPTION
 FC1803
 FC1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GDW)
 FC1803'STATION IS IN MEIGS COUNTY, TENN., LOCATED 2.8 MILES N ALONG STATE
 FC1803'HIGHWAY 58 FROM JUNCTION TO HIGHWAY 58 AND 83, 4.7 MILES S ALONG
 FC1803'HIGHWAY 58 FROM THE POST OFFICE IN BIG SPRING, TENN., AND DIRECTLY
 FC1803'ACROSS ROAD FROM ORIGINAL LOCATION OF TEXAS TRIANGULATION STATION,
 FC1803'89.36 FEET DISTANCE S 85 DEG 15 MIN W. THE STATION IS
 FC1803'LOCATED ON THE PROPERTY OF TENNESSEE STATE HIGHWAY
 FC1803'DEPARTMENT, 0.25 MILE N OF CROSS ROAD INTERSECTION DIRECTLY ACROSS
 FC1803'ROAD FROM A GRAVEL QUARRY AT N END OF SMALL APPLE ORCHARD, 150
 FC1803'FEET NE OF A BARN, 26 FEET W OF CENTER LINE OF HIGHWAY 58 AND 19 FEET
 FC1803'NE OF A HIGHWAY MARKER.  STATION IS A BRONZE TABLET SET IN LARGE
 FC1803'CONCRETE POST.  REFERENCE MARK 1 IS 79.5 FEET S OF NAIL IN TRIANGLE
 FC1803'IN LARGEST OF A GROUP OF APPLE TREES.  REFERENCE MARK 2 IS 101.0 FEET
 FC1803'SE TO TACK IN A BLAZED 8-INCH CEDAR TREE.
 FC1803
 FC1803                          STATION RECOVERY (1949)
 FC1803
 FC1803'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1803'STATION WAS RECOVERED IN GOOD CONDITION.  POST WAS SET W OF MONUMENT.
 FC1803'DISK IS STAMPED TEXAS 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9840 ***********************************************************************
 AI9840  SACS        -  This is a Secondary Airport Control Station.
 AI9840  DESIGNATION -  TGC A
 AI9840  PID         -  AI9840
 AI9840  STATE/COUNTY-  TN/GIBSON
 AI9840  USGS QUAD   -  MILAN (1983)
 AI9840
 AI9840                         *CURRENT SURVEY CONTROL
 AI9840  ___________________________________________________________________
 AI9840* NAD 83(1995)-  35 55 41.48392(N)    088 51 00.42406(W)     ADJUSTED  
 AI9840* NAVD 88     -       108.28   (meters)     355.2    (feet)  GPS OBS   
 AI9840  ___________________________________________________________________
 AI9840  X           -     103,765.866 (meters)                     COMP
 AI9840  Y           -  -5,169,701.666 (meters)                     COMP
 AI9840  Z           -   3,721,789.507 (meters)                     COMP
 AI9840  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AI9840  ELLIP HEIGHT-          80.01  (meters)          (02/20/01) GPS OBS
 AI9840  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9840
 AI9840  HORZ ORDER  -  FIRST
 AI9840  ELLP ORDER  -  SECOND    CLASS I
 AI9840
 AI9840.This mark is at Gibson County Airport (TGC)
 AI9840
 AI9840.The horizontal coordinates were established by GPS observations
 AI9840.and adjusted by the National Geodetic Survey in February 2001..
 AI9840
 AI9840.The orthometric height was determined by GPS observations and a
 AI9840.high-resolution geoid model.
 AI9840
 AI9840.GPS derived orthometric heights for airport stations designated as
 AI9840.PACS or SACS are published to 2 decimal places.  This maintains
 AI9840.centimeter relative accuracy between the PACS and SACS.  It does
 AI9840.not indicate centimeter accuracy relative to other marks which are
 AI9840.part of the NAVD 88 network.
 AI9840
 AI9840.Photographs are available for this station.
 AI9840
 AI9840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9840
 AI9840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9840
 AI9840.The ellipsoidal height was determined by GPS observations
 AI9840.and is referenced to NAD 83.
 AI9840
 AI9840.The geoid height was determined by GEOID03.
 AI9840
 AI9840;                    North         East     Units Scale Factor Converg.
 AI9840;SPC TN       -   180,692.704   342,839.377   MT  0.99994975   -1 40 06.9
 AI9840;SPC TN       -   592,822.65  1,124,798.86   sFT  0.99994975   -1 40 06.9
 AI9840;UTM  16      - 3,977,565.250   333,093.129   MT  0.99994327   -1 05 09.0
 AI9840
 AI9840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9840!SPC TN       -   0.99998744  x   0.99994975  =   0.99993719
 AI9840!UTM  16      -   0.99998744  x   0.99994327  =   0.99993071
 AI9840
 AI9840:                Primary Azimuth Mark                     Grid Az
 AI9840:SPC TN       -  GIBSPORT                                 011 07 45.0
 AI9840:UTM  16      -  GIBSPORT                                 010 32 47.1
 AI9840
 AI9840|---------------------------------------------------------------------|
 AI9840| PID    Reference Object                     Distance      Geod. Az  |
 AI9840|                                                           dddmmss.s |
 AI9840| FE2773 GIBSPORT                            APPROX. 0.6 KM 0092738.1 |
 AI9840|---------------------------------------------------------------------|
 AI9840
 AI9840                          SUPERSEDED SURVEY CONTROL
 AI9840
 AI9840.No superseded survey control is available for this station.
 AI9840
 AI9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3309377565(NAD 83)
 AI9840_MARKER: DD = SURVEY DISK
 AI9840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9840_STAMPING: TGC A 1995
 AI9840_MARK LOGO: NGS   
 AI9840_PROJECTION: FLUSH
 AI9840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9840+STABILITY: SURFACE MOTION
 AI9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9840+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI9840_ROD/PIPE-DEPTH: 1    meters
 AI9840
 AI9840  HISTORY     - Date     Condition        Report By
 AI9840  HISTORY     - 1995     MONUMENTED       LOWE
 AI9840
 AI9840                          STATION DESCRIPTION
 AI9840
 AI9840'DESCRIBED BY LOWE ENGINEERS 1995 (JDJ)
 AI9840'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTHWEST OF MILAN AT
 AI9840'THE GIBSON COUNTY AIRPORT. GIBSON COUNTY AIRPORT IS AN
 AI9840'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9840'AIRPORT MANAGER, MICKEY SPEARS, TELEPHONE NUMBER 901-686-1524,
 AI9840'BEFORE ENTERING THE FIELD.
 AI9840' 
 AI9840'TO REACH THE STATION FROM STATE HIGHWAY 77 AND THE JUNCTION OF
 AI9840'STATE HIGHWAY 45E IN MILAN, GO WESTERLY ON STATE HIGHWAY 77 9.0 KM
 AI9840'(5.60 MI) TO THE JUNCTION OF THE AIRPORT ENTRANCE DRIVE AT MOORES
 AI9840'CHAPEL. TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE DRIVE
 AI9840'0.89 KM (0.55 MI) TO THE AIRPORT OFFICE AND GATE. FROM THE GATE, GO
 AI9840'SOUTHEAST 0.2 KM (0.10 MI) TO THE TAXIWAY. TURN RIGHT AND GO SOUTH
 AI9840'0.56 KM (0.35 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT.
 AI9840' 
 AI9840'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9840'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9840'NGS
 AI9840'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9840'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9840'FROM THE BOTTOM OF THE PIPE. THE STATION IS 22.6 M (74.1 FT) EAST FROM
 AI9840'THE EDGE OF THE TAXIWAY, 20.7 M (67.9 FT) WEST FROM THE EDGE OF THE
 AI9840'TAXIWAY, AND 11.7 M (38.4 FT) EAST-NORTHEAST FROM THE NORTHEAST
 AI9840'CORNER OF A CONCRETE HEADWALL. THIS STATION IS DESIGNATED A
 AI9840'SECONDARY AIRPORT CONTROL STATION.
 AI9840' 
 AI9840'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2695 ***********************************************************************
 GC2695  DESIGNATION -  THARPE
 GC2695  PID         -  GC2695
 GC2695  STATE/COUNTY-  TN/STEWART
 GC2695  USGS QUAD   -  THARPE (1980)
 GC2695
 GC2695                         *CURRENT SURVEY CONTROL
 GC2695  ___________________________________________________________________
 GC2695* NAD 83(1995)-  36 36 02.88189(N)    087 58 09.45033(W)     ADJUSTED  
 GC2695* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2695  ___________________________________________________________________
 GC2695  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 GC2695  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC2695
 GC2695  HORZ ORDER  -  SECOND
 GC2695
 GC2695.The horizontal coordinates were established by classical geodetic methods
 GC2695.and adjusted by the National Geodetic Survey in April 1999..
 GC2695
 GC2695.The orthometric height was scaled from a topographic map.
 GC2695
 GC2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2695
 GC2695.The geoid height was determined by GEOID03.
 GC2695
 GC2695;                    North         East     Units Scale Factor Converg.
 GC2695;SPC TN       -   253,354.862   423,803.165   MT  1.00003784   -1 09 10.4
 GC2695;SPC TN       -   831,215.08  1,390,427.55   sFT  1.00003784   -1 09 10.4
 GC2695;UTM  16      - 4,051,026.617   413,306.263   MT  0.99969259   -0 34 40.7
 GC2695
 GC2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2695!SPC TN       -   0.99997442  x   1.00003784  =   1.00001226
 GC2695!UTM  16      -   0.99997442  x   0.99969259  =   0.99966702
 GC2695
 GC2695:                Primary Azimuth Mark                     Grid Az
 GC2695:SPC TN       -  THARPE AZ MK                             205 32 57.9
 GC2695:UTM  16      -  THARPE AZ MK                             204 58 28.2
 GC2695
 GC2695|---------------------------------------------------------------------|
 GC2695| PID    Reference Object                     Distance      Geod. Az  |
 GC2695|                                                           dddmmss.s |
 GC2695| CG7652 THARPE AZ MK                                       2042347.5 |
 GC2695| CG7653 THARPE RM 1                          42.035 METERS 21601     |
 GC2695| CG7654 THARPE RM 2                          30.898 METERS 29005     |
 GC2695|---------------------------------------------------------------------|
 GC2695
 GC2695                          SUPERSEDED SURVEY CONTROL
 GC2695
 GC2695  NAD 83(1995)-  36 36 02.88327(N)    087 58 09.45033(W) AD(       ) 2
 GC2695  NAD 83(1995)-  36 36 02.88828(N)    087 58 09.45576(W) AD(       ) 2
 GC2695  NAD 83(1986)-  36 36 02.89040(N)    087 58 09.45262(W) AD(       ) 2
 GC2695  NAD 27      -  36 36 02.70400(N)    087 58 09.35600(W) AD(       ) 2
 GC2695
 GC2695.Superseded values are not recommended for survey control.
 GC2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2695.See file dsdata.txt to determine how the superseded data were derived.
 GC2695
 GC2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1330651027(NAD 83)
 GC2695_MARKER: DS = TRIANGULATION STATION DISK
 GC2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2695
 GC2695  HISTORY     - Date     Condition        Report By
 GC2695  HISTORY     - 1934     MONUMENTED       CGS
 GC2695  HISTORY     - 1957     GOOD             CGS
 GC2695
 GC2695                          STATION DESCRIPTION
 GC2695
 GC2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2695'TWELVE MILES NORTHWEST OF DOVER, 3 MILES SOUTH OF MODEL, ON PROPERTY
 GC2695'OF ERIN-LOYD TIE CO., AND ON HIGH WOODED KNOLL KNOWN LOCALLY AS
 GC2695'ROUND TOP. TO REACH FROM DOVER, GO WEST 3.2 MILES ON ROUTE 76 AND
 GC2695'TURN RIGHT ONTO ROUTE 49, FOLLOW ROUTE 49 FOR 7.95 MILES, TURN
 GC2695'LEFT ONTO GRAVEL ROAD 0.1 MILE BEFORE REACHING WHITE SCHOOL ON RIGHT,
 GC2695'CONTINUE 1.6 MILES AND TAKE RIGHT FORK UP HILL, GO 0.6 MILE AND
 GC2695'TURN RIGHT AFTER PASSING SECOND HOUSE ON RIGHT (JUST BEFORE REACHING
 GC2695'PALING FENCE ON RIGHT), AND FOLLOW THIS NARROW WOODS ROAD 1.2
 GC2695'MILES TO HIGH KNOLL ON RIGHT AND STATION SITE. STATION IS 134 FEET
 GC2695'NORTHEAST OF CENTER LINE OF ROAD AT THIS POINT, 4 YARDS SOUTHWEST OF
 GC2695'12-INCH TRIANGLE BLAZED TREE, 5 YARDS NORTH OF 6-INCH AND
 GC2695'12-INCH TWIN OAK TREES, AND 4 YARDS NORTHEAST OF 12-INCH OAK TREE.
 GC2695'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 GC2695'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC2695'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 4 FT SOUTHWEST OF
 GC2695'CENTER LINE OF ROAD LEADING TO STATION, 10 FEET EAST-NORTHEAST OF
 GC2695'8-INCH TRIANGLE-BLAZED OAK TREE, AND 137.91 FEET FROM STATION,
 GC2695'S 36 DEG 01 MIN W.  NO. 2 IS 11 YARDS NW OF 10-INCH TWIN
 GC2695'OAK TREES, 9 YARDS EAST-SOUTHEAST OF 8-INCH AND 10-INCH OAK TREES,
 GC2695'AND 101.37 FEET FROM STATION, N 69 DEG 55 MIN W.  AZIMUTH MARK
 GC2695'IS ON EAST SIDE OF T-ROAD THAT RUNS SOUTH FROM ROAD LEADING TO
 GC2695'STATION, 6 YARDS WEST OF SMALL GROUP OF PERSIMMON TREES, NEAR E SIDE
 GC2695'OF OLD FIELD, A LITTLE TO NW OF HIGHEST PART OF FIELD, AND 0.4 MILE
 GC2695'FROM STATION, S 24 DEG 23 MIN 43 SEC W.
 GC2695
 GC2695                          STATION RECOVERY (1957)
 GC2695
 GC2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2695'STATION RECOVERED AS DESCRIBED.
 GC2695'
 GC2695'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1507 ***********************************************************************
 FD1507  DESIGNATION -  THETA
 FD1507  PID         -  FD1507
 FD1507  STATE/COUNTY-  TN/MAURY
 FD1507  USGS QUAD   -  THETA (1979)
 FD1507
 FD1507                         *CURRENT SURVEY CONTROL
 FD1507  ___________________________________________________________________
 FD1507* NAD 83(1995)-  35 47 00.51612(N)    087 04 14.76336(W)     ADJUSTED  
 FD1507* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 FD1507  ___________________________________________________________________
 FD1507  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FD1507  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD1507
 FD1507  HORZ ORDER  -  FIRST
 FD1507
 FD1507.The horizontal coordinates were established by classical geodetic methods
 FD1507.and adjusted by the National Geodetic Survey in April 1999..
 FD1507
 FD1507.The orthometric height was scaled from a topographic map.
 FD1507
 FD1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1507
 FD1507.The geoid height was determined by GEOID03.
 FD1507
 FD1507;                    North         East     Units Scale Factor Converg.
 FD1507;SPC TN       -   161,421.433   503,199.313   MT  0.99994879   -0 37 36.7
 FD1507;SPC TN       -   529,596.82  1,650,913.08   sFT  0.99994879   -0 37 36.7
 FD1507;UTM  16      - 3,959,935.598   493,604.495   MT  0.99960050   -0 02 29.0
 FD1507
 FD1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1507!SPC TN       -   0.99995422  x   0.99994879  =   0.99990301
 FD1507!UTM  16      -   0.99995422  x   0.99960050  =   0.99955473
 FD1507
 FD1507|---------------------------------------------------------------------|
 FD1507| PID    Reference Object                     Distance      Geod. Az  |
 FD1507|                                                           dddmmss.s |
 FD1507| CG7656 THETA RM 1                                         10224     |
 FD1507| CG7657 THETA RM 2                                         20451     |
 FD1507| CG7655 THETA AZ MK                                        2205943.6 |
 FD1507| FD1508 STEVENS                             APPROX.14.5 KM 2742131.5 |
 FD1507| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.24.4 KM 3134725.5 |
 FD1507|---------------------------------------------------------------------|
 FD1507
 FD1507                          SUPERSEDED SURVEY CONTROL
 FD1507
 FD1507  NAD 83(1995)-  35 47 00.51828(N)    087 04 14.76595(W) AD(       ) 1
 FD1507  NAD 83(1986)-  35 47 00.52724(N)    087 04 14.76584(W) AD(       ) 1
 FD1507  NAD 27      -  35 47 00.28300(N)    087 04 14.74800(W) AD(       ) 1
 FD1507
 FD1507.Superseded values are not recommended for survey control.
 FD1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1507.See file dsdata.txt to determine how the superseded data were derived.
 FD1507
 FD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9360459936(NAD 83)
 FD1507_MARKER: DS = TRIANGULATION STATION DISK
 FD1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1507
 FD1507  HISTORY     - Date     Condition        Report By
 FD1507  HISTORY     - 1933     MONUMENTED       CGS
 FD1507
 FD1507                          STATION DESCRIPTION
 FD1507
 FD1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1507'ABOUT 12 MILES NORTH BY WEST OF COLUMBIA, 4.5 MILES AIRLINE NORTHEAST
 FD1507'OF SANTA FE, 1.5
 FD1507'MILES AIRLINE WEST BY NORTH OF VILLAGE OF THETA,
 FD1507'NEAR HEAD OF SNOW CREEK, AND ON
 FD1507'HIGH WOODED RIDGE.  TO REACH FROM
 FD1507'COURTHOUSE AT COLUMBIA, GO NORTH 4.5 MILES ON U S
 FD1507'ROUTE 31 TO ROAD TO
 FD1507'LEFT JUST NORTH OF RUTHERFORD CREEK, TURN LEFT, GO 1.1 MILES TO
 FD1507'FORK, TURN RIGHT
 FD1507'AT FORK, GO 6.75 MILES TO T-INTERSECTION, TURN LEFT, GO
 FD1507'2.3 MILES TO THETA AND BARNES
 FD1507'STORE, CONTINUE AHEAD 0.6 MILE TO ROAD
 FD1507'LEADING RIGHT (50 YARDS BEYOND ROAD TO LEFT AT
 FD1507'CHURCH), TURN RIGHT,
 FD1507'GO 1 MILE TO FORKS, TURN LEFT AT FORK, GO 0.7 MILE TO ANOTHER
 FD1507'FORK, TURN LEFT
 FD1507'AGAIN, AND GO SOUTH ALONG RIDGE 0.5 MILE TO STATION SITE.
 FD1507'STATION IS 82 FEET WEST OF
 FD1507'FORKS, 30 FEET NORTH-NORTHWEST OF BLAZED
 FD1507'OAK TREE, AND 30 FEET WEST OF BALZED HICKORY
 FD1507'TREE.  SURFACE AND
 FD1507'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1507'SURFACE MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE AND
 FD1507'AZIMUTH MARKS ARE STANDARD
 FD1507'REFERENCE DISKS IN CONCRETE.
 FD1507'REFERENCE MARK NO 1, PROJECTING 10 INCHES
 FD1507'ABOVE GROUND, IS 45 FEET
 FD1507'SOUTHWEST OF TREE AT FORKS, 15 FEET EAST OF LARGE STUMP, AND
 FD1507'78.31 FEET
 FD1507'(SLOPE DISTANCE) FROM STATION S 77 DEG 36 MIN E.
 FD1507'REFERENCE MARK NO 2,
 FD1507'PROJECTING 8 INCHES ABOVE GROUND, IS ON RIDGE,
 FD1507'60 FEET NORTH OF TRAIL, AND 76.52 FEET
 FD1507'(SLOPE DISTANCE) FROM STATION
 FD1507'S 24 DEG 51 MIN W.  AZIMUTH MARK, PROJECTING 8
 FD1507'INCHES ABOVE
 FD1507'GROUND, IS 30 FEET NORTH OF HICKORY TREE, 15 FEET EAST OF WOODS ROAD,
 FD1507'12 FEET SOUTH OF
 FD1507'OAK TREE, AND 150 YARDS FROM STATION S 41 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2117 ***********************************************************************
 FB2117  DESIGNATION -  THIRD
 FB2117  PID         -  FB2117
 FB2117  STATE/COUNTY-  TN/KNOX
 FB2117  USGS QUAD   -  KNOXVILLE (1978)
 FB2117
 FB2117                         *CURRENT SURVEY CONTROL
 FB2117  ___________________________________________________________________
 FB2117* NAD 83(1995)-  35 58 42.33096(N)    083 58 52.03965(W)     ADJUSTED  
 FB2117* NAVD 88     -       303.904  (meters)     997.06   (feet)  ADJUSTED  
 FB2117  ___________________________________________________________________
 FB2117  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FB2117  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2117  DYNAMIC HT  -         303.621 (meters)     996.13  (feet)  COMP
 FB2117  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FB2117
 FB2117  HORZ ORDER  -  SECOND
 FB2117  VERT ORDER  -  SECOND    CLASS 0
 FB2117
 FB2117.The horizontal coordinates were established by classical geodetic methods
 FB2117.and adjusted by the National Geodetic Survey in April 1999..
 FB2117
 FB2117.The orthometric height was determined by differential leveling
 FB2117.and adjusted by the National Geodetic Survey in June 1991..
 FB2117
 FB2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2117
 FB2117.The geoid height was determined by GEOID03.
 FB2117
 FB2117.The dynamic height is computed by dividing the NAVD 88
 FB2117.geopotential number by the normal gravity value computed on the
 FB2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2117.degrees latitude (g = 980.6199 gals.).
 FB2117
 FB2117.The modeled gravity was interpolated from observed gravity values.
 FB2117
 FB2117;                    North         East     Units Scale Factor Converg.
 FB2117;SPC TN       -   184,399.511   782,057.310   MT  0.99995156   +1 10 55.0
 FB2117;SPC TN       -   604,984.06  2,565,799.69   sFT  0.99995156   +1 10 55.0
 FB2117;UTM  17      - 3,985,665.734   231,207.508   MT  1.00049035   -1 45 08.6
 FB2117;UTM  16      - 3,985,770.577   772,197.711   MT  1.00051305   +1 46 28.6
 FB2117
 FB2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2117!SPC TN       -   0.99995713  x   0.99995156  =   0.99990869
 FB2117!UTM  17      -   0.99995713  x   1.00049035  =   1.00044745
 FB2117!UTM  16      -   0.99995713  x   1.00051305  =   1.00047015
 FB2117
 FB2117:                Primary Azimuth Mark                     Grid Az
 FB2117:SPC TN       -  NORWOOD TVA MICROWAVE MAST 239           049 33 47.9
 FB2117:UTM  17      -  NORWOOD TVA MICROWAVE MAST 239           052 29 51.5
 FB2117:UTM  16      -  NORWOOD TVA MICROWAVE MAST 239           048 58 14.3
 FB2117
 FB2117|---------------------------------------------------------------------|
 FB2117| PID    Reference Object                     Distance      Geod. Az  |
 FB2117|                                                           dddmmss.s |
 FB2117| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 2.2 KM 0504442.9 |
 FB2117| FB2116 THIRD RM 1                            7.164 METERS 12045     |
 FB2117| FB2118 THIRD RM 2                            5.475 METERS 30101     |
 FB2117|---------------------------------------------------------------------|
 FB2117
 FB2117                          SUPERSEDED SURVEY CONTROL
 FB2117
 FB2117  NAD 83(1995)-  35 58 42.33844(N)    083 58 52.03785(W) AD(       ) 2
 FB2117  NAD 83(1986)-  35 58 42.34419(N)    083 58 52.03599(W) AD(       ) 2
 FB2117  NAD 27      -  35 58 42.04870(N)    083 58 52.36790(W) AD(       ) 2
 FB2117  NGVD 29 (??/??/92)  304.034  (m)          997.48   (f) ADJ UNCH    2 0
 FB2117
 FB2117.Superseded values are not recommended for survey control.
 FB2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2117.See file dsdata.txt to determine how the superseded data were derived.
 FB2117
 FB2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3120885666(NAD 83)
 FB2117_MARKER: DE = TRAVERSE STATION DISK
 FB2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2117_STAMPING: THIRD 1960
 FB2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2117+STABILITY: SURFACE MOTION
 FB2117
 FB2117  HISTORY     - Date     Condition        Report By
 FB2117  HISTORY     - 1960     MONUMENTED       CGS
 FB2117  HISTORY     - 1961     GOOD             NGS
 FB2117  HISTORY     - 1982     GOOD             LOCSUR
 FB2117
 FB2117                          STATION DESCRIPTION
 FB2117
 FB2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2117'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF COTTONWOOD ROAD IN
 FB2117'WESTHAVEN VILLAGE, ABOUT 4 MILES NORTHWEST OF DOWNTOWN KNOXVILLE, AND
 FB2117'1/2 MILE NORTHWEST OF THE KNOXVILLE CITY LIMITS.
 FB2117'
 FB2117'TO REACH THE STATION FROM THE PLEASANT RIDGE ELEMENTARY SCHOOL IN THE
 FB2117'PLEASANT RIDGE PARK COMMUNITY, GO SOUTHEASTERLY ON PLEASANT RIDGE
 FB2117'ROAD FOR 2.15 MILES TO WILSON ROAD ON THE LEFT AND SANDERSON ROAD ON
 FB2117'THE RIGHT.  TURN RIGHT, SOUTHWEST, ON SANDERSON ROAD FOR 0.05 MILE
 FB2117'TO UNDERWOOD ROAD ON THE RIGHT, TURN RIGHT, NORTHWEST, ON UNDERWOOD
 FB2117'ROAD FOR 0.05 MILE TO MYRTLEWOOD DRIVE.  TURN LEFT, WESTERLY, ON
 FB2117'MYRTLEWOOD DRIVE FOR 0.3 MILE TO COTTONWOOD ROAD ON THE RIGHT, TURN
 FB2117'RIGHT, NORTHWEST, ON COTTONWOOD ROAD FOR 0.1 MILE TO THE TOP OF THE
 FB2117'HILL AND THE STATION ON THE LEFT.
 FB2117'
 FB2117'THE STATION IS A STANDARD DISK, STAMPED THIRD 1960, SET IN A 10-INCH,
 FB2117'SQUARE, CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 80 FEET SOUTHEAST
 FB2117'OF A LARGE TRANSFORMER POLE, 68 FEET NORTHWEST OF THE INTERSECTION OF
 FB2117'COTTONWOOD ROAD AND SPRUCEWOOD ROAD, 14 FEET SOUTHWEST OF THE
 FB2117'CENTER OF COTTONWOOD ROAD, 3.7 FEET NORTHWEST OF A WITNESS SIGN, AND
 FB2117'1 FOOT SOUTHWEST OF THE SOUTH CURB.
 FB2117'
 FB2117'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED THIRD NO 1 1960, SET
 FB2117'IN A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 19.9
 FB2117'FEET NORTHEAST OF A WITNESS SIGN, 14 FEET SOUTHWEST OF THE CENTER OF
 FB2117'COTTONWOOD ROAD, 1 FOOT SOUTHWEST OF THE SOUTH CURB, AND
 FB2117'ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 FB2117'
 FB2117'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED THIRD NO 2 1960, SET
 FB2117'IN A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 21.7
 FB2117'FEET NORTHWEST OF A WITNESS SIGN, 14 FEET SOUTHWEST OF THE CENTER OF
 FB2117'COTTONWOOD ROAD, 1 FOOT SOUTHWEST OF THE SOUTH CURB, AND
 FB2117'ABOUT 1 FOOT ABOVE THE ELEVATION OF THE STATION.
 FB2117'
 FB2117'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FB2117'41.46 FEET.
 FB2117'
 FB2117'NO AZIMUTH MARK WAS ESTABLISHED.  THE NORWOOD, T.V.A. MICRO-WAVE
 FB2117'RELAY 239 MAST ABOUT 1.5 MILES EAST-NORTHEAST OF THE STATION, WILL
 FB2117'SERVE AS AN AZIMUTH MARK.
 FB2117'
 FB2117'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FB2117
 FB2117                          STATION RECOVERY (1961)
 FB2117
 FB2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2117'IN KNOXVILLE.
 FB2117'THIS STATION IS LOCATED AT THE CREST OF A HILL 0.1 MILE NORTH
 FB2117'OF THE INTERSECTION OF MYRTLEWOOD DRIVE AND COTTONWOOD ROAD,
 FB2117'80 FT. SOUTHEAST OF A LARGE TRANSFORMER POLE, 68 FT. NORTHWEST
 FB2117'OF THE INTERSECTION OF COTTONWOOD ROAD AND SPRUCEWOOD ROAD, 14 FT.
 FB2117'SOUTHWEST OF THE CENTER OF COTTONWOOD ROAD, 3.7 FT. NORTHWEST
 FB2117'OF A WITNESS SIGN, AND 1 FT. SOUTHWEST OF THE SOUTH CURB.  THE
 FB2117'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FB2117'AND ABOUT LEVEL WITH THE ROAD.
 FB2117
 FB2117                          STATION RECOVERY (1982)
 FB2117
 FB2117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2117'THIRD 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2117'(CITY BLOCK 43680).
 FB2117'
 FB2117'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2116 ***********************************************************************
 FB2116  DESIGNATION -  THIRD RM 1
 FB2116  PID         -  FB2116
 FB2116  STATE/COUNTY-  TN/KNOX
 FB2116  USGS QUAD   -  KNOXVILLE (1978)
 FB2116
 FB2116                         *CURRENT SURVEY CONTROL
 FB2116  ___________________________________________________________________
 FB2116* NAD 83(1986)-  35 58 42.     (N)    083 58 52.     (W)     SCALED    
 FB2116* NAVD 88     -       303.305  (meters)     995.09   (feet)  ADJUSTED  
 FB2116  ___________________________________________________________________
 FB2116  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2116  DYNAMIC HT  -         303.022 (meters)     994.16  (feet)  COMP
 FB2116  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FB2116
 FB2116  VERT ORDER  -  SECOND    CLASS 0
 FB2116
 FB2116.The horizontal coordinates were scaled from a topographic map and have
 FB2116.an estimated accuracy of +/- 6 seconds.
 FB2116
 FB2116.The orthometric height was determined by differential leveling
 FB2116.and adjusted by the National Geodetic Survey in June 1991..
 FB2116
 FB2116.The geoid height was determined by GEOID03.
 FB2116
 FB2116.The dynamic height is computed by dividing the NAVD 88
 FB2116.geopotential number by the normal gravity value computed on the
 FB2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2116.degrees latitude (g = 980.6199 gals.).
 FB2116
 FB2116.The modeled gravity was interpolated from observed gravity values.
 FB2116
 FB2116;                    North         East    Units  Estimated Accuracy
 FB2116;SPC TN       -   184,390.      782,060.      MT  (+/- 180 meters Scaled)
 FB2116
 FB2116                          SUPERSEDED SURVEY CONTROL
 FB2116
 FB2116  NGVD 29 (??/??/92)  303.434  (m)          995.52   (f) ADJ UNCH    2 0
 FB2116
 FB2116.Superseded values are not recommended for survey control.
 FB2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2116.See file dsdata.txt to determine how the superseded data were derived.
 FB2116
 FB2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV312856(NAD 83)
 FB2116_MARKER: DR = REFERENCE MARK DISK
 FB2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2116_STAMPING: THIRD NO 1 1960
 FB2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2116+STABILITY: SURFACE MOTION
 FB2116
 FB2116  HISTORY     - Date     Condition        Report By
 FB2116  HISTORY     - 1960     MONUMENTED       CGS
 FB2116  HISTORY     - 1961     GOOD             NGS
 FB2116
 FB2116                          STATION DESCRIPTION
 FB2116
 FB2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2116'IN KNOXVILLE.
 FB2116'THIS MARK IS LOCATED AT THE CREST OF A HILL 0.1 MILE NORTH OF
 FB2116'THE INTERSECTION OF MYRTLEWOOD DRIVE AND COTTONWOOD ROAD, 19.9
 FB2116'FT. SOUTHEAST OF A WITNESS SIGN, 23.5 FT. SOUTHEAST OF THE
 FB2116'STATION MARK, 14 FT. SOUTHWEST OF THE CENTER OF COTTONWOOD ROAD,
 FB2116'AND 1 FT. SOUTHWEST OF THE CURB.  THE DISK IS SET IN TOP OF
 FB2116'A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 FB2116'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2118 ***********************************************************************
 FB2118  DESIGNATION -  THIRD RM 2
 FB2118  PID         -  FB2118
 FB2118  STATE/COUNTY-  TN/KNOX
 FB2118  USGS QUAD   -  KNOXVILLE (1978)
 FB2118
 FB2118                         *CURRENT SURVEY CONTROL
 FB2118  ___________________________________________________________________
 FB2118* NAD 83(1986)-  35 58 42.     (N)    083 58 52.     (W)     SCALED    
 FB2118* NAVD 88     -       304.274  (meters)     998.27   (feet)  ADJUSTED  
 FB2118  ___________________________________________________________________
 FB2118  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2118  DYNAMIC HT  -         303.990 (meters)     997.34  (feet)  COMP
 FB2118  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FB2118
 FB2118  VERT ORDER  -  SECOND    CLASS 0
 FB2118
 FB2118.The horizontal coordinates were scaled from a topographic map and have
 FB2118.an estimated accuracy of +/- 6 seconds.
 FB2118
 FB2118.The orthometric height was determined by differential leveling
 FB2118.and adjusted by the National Geodetic Survey in June 1991..
 FB2118
 FB2118.The geoid height was determined by GEOID03.
 FB2118
 FB2118.The dynamic height is computed by dividing the NAVD 88
 FB2118.geopotential number by the normal gravity value computed on the
 FB2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2118.degrees latitude (g = 980.6199 gals.).
 FB2118
 FB2118.The modeled gravity was interpolated from observed gravity values.
 FB2118
 FB2118;                    North         East    Units  Estimated Accuracy
 FB2118;SPC TN       -   184,390.      782,060.      MT  (+/- 180 meters Scaled)
 FB2118
 FB2118                          SUPERSEDED SURVEY CONTROL
 FB2118
 FB2118  NGVD 29 (??/??/92)  304.403  (m)          998.70   (f) ADJ UNCH    2 0
 FB2118
 FB2118.Superseded values are not recommended for survey control.
 FB2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2118.See file dsdata.txt to determine how the superseded data were derived.
 FB2118
 FB2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV312856(NAD 83)
 FB2118_MARKER: DR = REFERENCE MARK DISK
 FB2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2118_STAMPING: THIRD NO 2 1960
 FB2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2118+STABILITY: SURFACE MOTION
 FB2118
 FB2118  HISTORY     - Date     Condition        Report By
 FB2118  HISTORY     - 1960     MONUMENTED       CGS
 FB2118  HISTORY     - 1961     GOOD             NGS
 FB2118
 FB2118                          STATION DESCRIPTION
 FB2118
 FB2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2118'IN KNOXVILLE.
 FB2118'THIS MARK IS LOCATED AT THE CREST OF A HILL 0.1 MILE NORTH OF
 FB2118'THE INTERSECTION OF MYRTLEWOOD DRIVE AND COTTONWOOD ROAD, 21.7
 FB2118'FT. NORTHWEST OF A WITNESS SIGN, 18 FT. NORTHWEST OF THE STATION
 FB2118'MARK, 14 FT. SOUTHWEST OF THE CENTER OF COTTONWOOD ROAD, AND
 FB2118'1 FT. SOUTHWEST OF THE SOUTH CURB.  THE DISK IS SET IN TOP OF
 FB2118'A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 FB2118'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2222 ***********************************************************************
 GC2222  DESIGNATION -  THOMPSON
 GC2222  PID         -  GC2222
 GC2222  STATE/COUNTY-  TN/DAVIDSON
 GC2222  USGS QUAD   -  ANTIOCH (1983)
 GC2222
 GC2222                         *CURRENT SURVEY CONTROL
 GC2222  ___________________________________________________________________
 GC2222* NAD 83(1995)-  36 06 28.82217(N)    086 42 54.67520(W)     ADJUSTED  
 GC2222* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 GC2222  ___________________________________________________________________
 GC2222  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GC2222  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2222
 GC2222  HORZ ORDER  -  SECOND
 GC2222
 GC2222.The horizontal coordinates were established by classical geodetic methods
 GC2222.and adjusted by the National Geodetic Survey in April 1999..
 GC2222
 GC2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2222
 GC2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2222
 GC2222.The geoid height was determined by GEOID03.
 GC2222
 GC2222;                    North         East     Units Scale Factor Converg.
 GC2222;SPC TN       -   197,134.560   535,607.258   MT  0.99995979   -0 25 07.3
 GC2222;SPC TN       -   646,765.64  1,757,238.15   sFT  0.99995979   -0 25 07.3
 GC2222;UTM  16      - 3,995,965.570   525,634.453   MT  0.99960810   +0 10 04.2
 GC2222
 GC2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2222!SPC TN       -   0.99997644  x   0.99995979  =   0.99993624
 GC2222!UTM  16      -   0.99997644  x   0.99960810  =   0.99958455
 GC2222
 GC2222|---------------------------------------------------------------------|
 GC2222| PID    Reference Object                     Distance      Geod. Az  |
 GC2222|                                                           dddmmss.s |
 GC2222| CG7658 THOMPSON RM 1                        22.522 METERS 00316     |
 GC2222| GC2218 NASHVILLE CENTRAL ST HOSP TANK      APPROX. 3.5 KM 1001513.1 |
 GC2222| GC2219 NASHVILLE ST HOSP NEW TANK          APPROX. 3.5 KM 1003730.7 |
 GC2222| CG7659 THOMPSON RM 2                        19.217 METERS 27041     |
 GC2222| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 7.3 KM 2894457.9 |
 GC2222|---------------------------------------------------------------------|
 GC2222
 GC2222                          SUPERSEDED SURVEY CONTROL
 GC2222
 GC2222  NAD 83(1995)-  36 06 28.82448(N)    086 42 54.67744(W) AD(       ) 2
 GC2222  NAD 83(1995)-  36 06 28.82646(N)    086 42 54.67693(W) AD(       ) 2
 GC2222  NAD 83(1986)-  36 06 28.83228(N)    086 42 54.67826(W) AD(       ) 2
 GC2222  NAD 27      -  36 06 28.62430(N)    086 42 54.68520(W) AD(       ) 2
 GC2222  NGVD 29 (07/19/86)  179.3    (m)          588.     (f) VERT ANG       
 GC2222
 GC2222.Superseded values are not recommended for survey control.
 GC2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2222.See file dsdata.txt to determine how the superseded data were derived.
 GC2222
 GC2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2563495966(NAD 83)
 GC2222_MARKER: DS = TRIANGULATION STATION DISK
 GC2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2222
 GC2222  HISTORY     - Date     Condition        Report By
 GC2222  HISTORY     - 1959     MONUMENTED       CGS
 GC2222
 GC2222                          STATION DESCRIPTION
 GC2222
 GC2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2222'THE STATION IS LOCATED ON THE HIGHEST PART OF A TREE AND BRUSH
 GC2222'COVERED HILL ABOUT 4-1/2 MILES SOUTHEAST OF THE BUSINESS CENTER OF
 GC2222'NASHVILLE, 2-1/2 MILES WEST OF THE NASHVILLE MUNICIPAL AIRPORT, 1-1/2
 GC2222'MILES EAST-SOUTHEAST OF WOODBINE, AND 75 FEET EAST OF THE EAST
 GC2222'EDGE OF A ROCK QUARRY OPERATED BY THE STATE HIGHWAY DEPARTMENT.
 GC2222'
 GC2222'TO REACH THE STATION FROM THE INTERSECTION OF MURFREESBORO PIKE AND
 GC2222'THOMPSON LANE (ABOUT 4-1/2 MILES SOUTHEAST OF THE DOWNTOWN SECTION
 GC2222'OF NASHVILLE ALONG U.S. HIGHWAY 70 SOUTH) GO SOUTH AND WEST ON
 GC2222'THOMPSON LANE FOR 1.1 MILE TO THE INTERSECTION OF GLENCCLIFF
 GC2222'ROAD.  TURN LEFT AND FOLLOW GLENCLIFF ROAD FOR 0.25 MILE TO THE
 GC2222'ENTRANCE TO THE ROCK QUARRY ON THE LEFT.  TURN LEFT AND GO 0.4
 GC2222'MILE, FOLLOWING VARIOUS ROADS ALONG THE SOUTH AND EAST SIDES OF THE
 GC2222'QUARRY, TO THE STATION ON THE RIGHT SIDE OF THE ROAD AT THE
 GC2222'HIGHEST PART OF HILL.
 GC2222'
 GC2222'THE STATION MARK, A STANDARD DISK STAMPED THOMPSON 1959, IS SET IN
 GC2222'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC2222'SURFACE OF THE GROUND.  IT IS ABOUT 60 FEET EAST OF THE APPROXIMATE
 GC2222'CENTER OF A NARROW UNIMPROVED ROAD, AND 1 FOOT NORTH OF A WITNESS
 GC2222'SIGN.
 GC2222'
 GC2222'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED THOMPSON 1959
 GC2222'AND IS SET ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC2222'
 GC2222'REFERENCE MARK 1, A STANDARD DISK STAMPED THOMPSON NO. 1 1959, IS SET
 GC2222'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GC2222'SURFACE OF THE GROUND.  IT IS ABOUT 6 FEET EAST OF THE CENTER OF A
 GC2222'NARROW UNIMPROVED ROAD.
 GC2222'
 GC2222'REFERENCE MARK 2, A STANDARD DISK STAMPED THOMPSON NO. 2 1959, IS SET
 GC2222'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GC2222'SURFACE OF THE GROUND.  IT IS ABOUT 6 FEET EAST OF THE CENTER OF A
 GC2222'NARROW UNIMPROVED ROAD.
 GC2222'
 GC2222'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC2222'
 GC2222'NASHVILLE, WSM MICRO-WAVE PICK-UP STATION, TOWER CAN BE USED FOR A
 GC2222'GROUND AZIMUTH.
 GC2222'
 GC2222'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0584 ***********************************************************************
 GC0584  DESIGNATION -  THUNDER
 GC0584  PID         -  GC0584
 GC0584  STATE/COUNTY-  TN/DAVIDSON
 GC0584  USGS QUAD   -  SCOTTSBORO (1983)
 GC0584
 GC0584                         *CURRENT SURVEY CONTROL
 GC0584  ___________________________________________________________________
 GC0584* NAD 83(1995)-  36 08 52.68825(N)    086 52 38.40396(W)     ADJUSTED  
 GC0584* NAVD 88     -       162.381  (meters)     532.75   (feet)  ADJUSTED  
 GC0584  ___________________________________________________________________
 GC0584  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GC0584  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0584  DYNAMIC HT  -         162.241 (meters)     532.29  (feet)  COMP
 GC0584  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0584
 GC0584  HORZ ORDER  -  SECOND
 GC0584  VERT ORDER  -  SECOND    CLASS 0
 GC0584
 GC0584.The horizontal coordinates were established by classical geodetic methods
 GC0584.and adjusted by the National Geodetic Survey in April 1999..
 GC0584
 GC0584.The orthometric height was determined by differential leveling
 GC0584.and adjusted by the National Geodetic Survey in June 1991..
 GC0584
 GC0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0584
 GC0584.The geoid height was determined by GEOID03.
 GC0584
 GC0584.The dynamic height is computed by dividing the NAVD 88
 GC0584.geopotential number by the normal gravity value computed on the
 GC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0584.degrees latitude (g = 980.6199 gals.).
 GC0584
 GC0584.The modeled gravity was interpolated from observed gravity values.
 GC0584
 GC0584;                    North         East     Units Scale Factor Converg.
 GC0584;SPC TN       -   201,687.318   521,048.279   MT  0.99996336   -0 30 49.1
 GC0584;SPC TN       -   661,702.48  1,709,472.56   sFT  0.99996336   -0 30 49.1
 GC0584;UTM  16      - 4,000,367.544   511,034.869   MT  0.99960150   +0 04 20.5
 GC0584
 GC0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0584!SPC TN       -   0.99997911  x   0.99996336  =   0.99994247
 GC0584!UTM  16      -   0.99997911  x   0.99960150  =   0.99958062
 GC0584
 GC0584|---------------------------------------------------------------------|
 GC0584| PID    Reference Object                     Distance      Geod. Az  |
 GC0584|                                                           dddmmss.s |
 GC0584| GC0585 THUNDER RM 2                         20.467 METERS 07503     |
 GC0584| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 1.3 KM 1263617.0 |
 GC0584| GC0583 THUNDER RM 1                         19.648 METERS 34954     |
 GC0584|---------------------------------------------------------------------|
 GC0584
 GC0584                          SUPERSEDED SURVEY CONTROL
 GC0584
 GC0584  NAD 83(1995)-  36 08 52.69033(N)    086 52 38.40592(W) AD(       ) 2
 GC0584  NAD 83(1995)-  36 08 52.69192(N)    086 52 38.40656(W) AD(       ) 2
 GC0584  NAD 83(1986)-  36 08 52.69853(N)    086 52 38.40746(W) AD(       ) 2
 GC0584  NAD 27      -  36 08 52.49120(N)    086 52 38.40220(W) AD(       ) 2
 GC0584  NGVD 29 (??/??/92)  162.401  (m)          532.81   (f) ADJ UNCH    2 0
 GC0584
 GC0584.Superseded values are not recommended for survey control.
 GC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0584.See file dsdata.txt to determine how the superseded data were derived.
 GC0584
 GC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1103500368(NAD 83)
 GC0584_MARKER: DS = TRIANGULATION STATION DISK
 GC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0584_STAMPING: THUNDER 1959
 GC0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0584+STABILITY: SURFACE MOTION
 GC0584
 GC0584  HISTORY     - Date     Condition        Report By
 GC0584  HISTORY     - 1959     MONUMENTED       CGS
 GC0584  HISTORY     - 1959     GOOD             CGS
 GC0584
 GC0584                          STATION DESCRIPTION
 GC0584
 GC0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0584'THE STATION IS LOCATED IN THE CHARLOTTE PARK DEVELOPMENT AREA, ABOUT
 GC0584'5.5 MILES WEST OF THE CENTER OF NASHVILLE.
 GC0584'
 GC0584'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC0584'CHARLOTTE ROAD, GO WEST-SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0584'HIGHWAY NO. 70) FOR 1.85 MILES TO AMERICAN ROAD ON THE RIGHT, TURN
 GC0584'RIGHT AND GO WEST-NORTHWEST ON AMERICAN ROAD FOR 0.4 MILE TO
 GC0584'THUNDERBIRD ROAD ON THE LEFT. TURN LEFT AND GO SOUTHWEST FOR 0.1 TO A
 GC0584'FORK, TAKE THE LEFT FORK AND GO SOUTH FOR 0.1 MILE TO A DIM TRACK
 GC0584'ROAD ON THE LEFT, TURN SHARP LEFT AND GO NORTHERLY FOR 0.05 MILE TO
 GC0584'THE STATION ON THE RIGHT AS DESCRIBED.
 GC0584'
 GC0584'STATION MARK IS 60 FEET SOUTH OF A TWIN TRUNK TREE, 43 FEET EAST OF A
 GC0584'TRIANGLE BLAZED SLICK BARK TREE, 26 FEET EAST OF A SMALL
 GC0584'TRIANGLE BLAZED TREE AND 3 FEET SOUTH WEST OF A WITNESS SIGN. THE
 GC0584'MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 GC0584'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED THUNDER
 GC0584'1959.
 GC0584'
 GC0584'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC0584'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED THUNDER 1959.
 GC0584'
 GC0584'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE TWIN TRUNK TREE. THE MARK
 GC0584'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GC0584'THUNDER NO. 1 1959.
 GC0584'
 GC0584'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF A WIRE FENCE AND A SLICK
 GC0584'BARK TREE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC0584'GROUND AND IS STAMPED THUNDER NO. 2 1959.
 GC0584'
 GC0584'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GC0584'
 GC0584'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC0584
 GC0584                          STATION RECOVERY (1959)
 GC0584
 GC0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0584'AT NASHVILLE.
 GC0584'THIS STATION IS ABOUT 1.0 MILE WESTERLY FROM RICH 1959, TO REACH
 GC0584'THE STATION FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE
 GC0584'ROAD IN NASHVILLE, GO WEST-SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0584'HIGHWAY 70 N) FOR 1.85 MILES TO AMERICAN ROAD, THENCE 0.4 MILE
 GC0584'WEST-NORTHWEST ON AMERICAN ROAD, THENCE 0.1 MILE SOUTHWEST ON
 GC0584'THUNDERBIRD ROAD TO A FORK, TAKE THE LEFT FORK AND GO SOUTH FOR
 GC0584'0.1 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN SHARP LEFT AND GO
 GC0584'NORTHERLY FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED,
 GC0584'60 FT. SOUTH OF A TWIN TRUNK TREE, 43 FT. EAST OF A TRIANGLE
 GC0584'BLAZED SLICK BARK TREE, 26 FT. EAST OF A SMALL TRIANGLE BLAZED
 GC0584'TREE AND 3 FT. SOUTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF
 GC0584'A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0583 ***********************************************************************
 GC0583  DESIGNATION -  THUNDER RM 1
 GC0583  PID         -  GC0583
 GC0583  STATE/COUNTY-  TN/DAVIDSON
 GC0583  USGS QUAD   -  SCOTTSBORO (1983)
 GC0583
 GC0583                         *CURRENT SURVEY CONTROL
 GC0583  ___________________________________________________________________
 GC0583* NAD 83(1986)-  36 08 52.     (N)    086 52 38.     (W)     SCALED    
 GC0583* NAVD 88     -       160.915  (meters)     527.94   (feet)  ADJUSTED  
 GC0583  ___________________________________________________________________
 GC0583  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0583  DYNAMIC HT  -         160.777 (meters)     527.48  (feet)  COMP
 GC0583  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0583
 GC0583  VERT ORDER  -  SECOND    CLASS 0
 GC0583
 GC0583.The horizontal coordinates were scaled from a topographic map and have
 GC0583.an estimated accuracy of +/- 6 seconds.
 GC0583
 GC0583.The orthometric height was determined by differential leveling
 GC0583.and adjusted by the National Geodetic Survey in June 1991..
 GC0583
 GC0583.The geoid height was determined by GEOID03.
 GC0583
 GC0583.The dynamic height is computed by dividing the NAVD 88
 GC0583.geopotential number by the normal gravity value computed on the
 GC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0583.degrees latitude (g = 980.6199 gals.).
 GC0583
 GC0583.The modeled gravity was interpolated from observed gravity values.
 GC0583
 GC0583;                    North         East    Units  Estimated Accuracy
 GC0583;SPC TN       -   201,670.      521,060.      MT  (+/- 180 meters Scaled)
 GC0583
 GC0583                          SUPERSEDED SURVEY CONTROL
 GC0583
 GC0583  NGVD 29 (??/??/92)  160.936  (m)          528.00   (f) ADJ UNCH    2 0
 GC0583
 GC0583.Superseded values are not recommended for survey control.
 GC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0583.See file dsdata.txt to determine how the superseded data were derived.
 GC0583
 GC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF110003(NAD 83)
 GC0583_MARKER: DR = REFERENCE MARK DISK
 GC0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0583_STAMPING: THUNDER 1959
 GC0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0583+STABILITY: SURFACE MOTION
 GC0583
 GC0583  HISTORY     - Date     Condition        Report By
 GC0583  HISTORY     - 1959     MONUMENTED       CGS
 GC0583
 GC0583                          STATION DESCRIPTION
 GC0583
 GC0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0583'AT NASHVILLE.
 GC0583'THIS MARK IS LOCATED AT THE THUNDER 1959 STATION SITE, 64.4
 GC0583'FT. NORTH-NORTHWEST OF THE STATION MARK, 38 FT. WEST OF THE TWIN
 GC0583'TRUNK TREE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0583'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0585 ***********************************************************************
 GC0585  DESIGNATION -  THUNDER RM 2
 GC0585  PID         -  GC0585
 GC0585  STATE/COUNTY-  TN/DAVIDSON
 GC0585  USGS QUAD   -  SCOTTSBORO (1983)
 GC0585
 GC0585                         *CURRENT SURVEY CONTROL
 GC0585  ___________________________________________________________________
 GC0585* NAD 83(1986)-  36 08 52.     (N)    086 52 38.     (W)     SCALED    
 GC0585* NAVD 88     -       162.874  (meters)     534.36   (feet)  ADJUSTED  
 GC0585  ___________________________________________________________________
 GC0585  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0585  DYNAMIC HT  -         162.734 (meters)     533.90  (feet)  COMP
 GC0585  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0585
 GC0585  VERT ORDER  -  SECOND    CLASS 0
 GC0585
 GC0585.The horizontal coordinates were scaled from a topographic map and have
 GC0585.an estimated accuracy of +/- 6 seconds.
 GC0585
 GC0585.The orthometric height was determined by differential leveling
 GC0585.and adjusted by the National Geodetic Survey in June 1991..
 GC0585
 GC0585.The geoid height was determined by GEOID03.
 GC0585
 GC0585.The dynamic height is computed by dividing the NAVD 88
 GC0585.geopotential number by the normal gravity value computed on the
 GC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0585.degrees latitude (g = 980.6199 gals.).
 GC0585
 GC0585.The modeled gravity was interpolated from observed gravity values.
 GC0585
 GC0585;                    North         East    Units  Estimated Accuracy
 GC0585;SPC TN       -   201,670.      521,060.      MT  (+/- 180 meters Scaled)
 GC0585
 GC0585                          SUPERSEDED SURVEY CONTROL
 GC0585
 GC0585  NGVD 29 (??/??/92)  162.895  (m)          534.43   (f) ADJ UNCH    2 0
 GC0585
 GC0585.Superseded values are not recommended for survey control.
 GC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0585.See file dsdata.txt to determine how the superseded data were derived.
 GC0585
 GC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF110003(NAD 83)
 GC0585_MARKER: DR = REFERENCE MARK DISK
 GC0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0585_STAMPING: THUNDER NO 2 1959
 GC0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0585+STABILITY: SURFACE MOTION
 GC0585
 GC0585  HISTORY     - Date     Condition        Report By
 GC0585  HISTORY     - 1959     MONUMENTED       CGS
 GC0585
 GC0585                          STATION DESCRIPTION
 GC0585
 GC0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0585'AT NASHVILLE.
 GC0585'THIS MARK IS LOCATED AT THE THUNDER 1959 STATION SITE, 67.1 FT.
 GC0585'NORTH-NORTHEAST OF THE STATION MARK, 18 FT. SOUTHWEST OF A WIRE
 GC0585'FENCE AND A SLICK BARK TREE, A DISK SET IN TOP OF A CONCRETE
 GC0585'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1523 ***********************************************************************
 FD1523  DESIGNATION -  TIDWELL
 FD1523  PID         -  FD1523
 FD1523  STATE/COUNTY-  TN/DICKSON
 FD1523  USGS QUAD   -  LYLES (1992)
 FD1523
 FD1523                         *CURRENT SURVEY CONTROL
 FD1523  ___________________________________________________________________
 FD1523* NAD 83(1995)-  35 59 18.01296(N)    087 22 26.71131(W)     ADJUSTED  
 FD1523* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 FD1523  ___________________________________________________________________
 FD1523  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FD1523  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1523
 FD1523  HORZ ORDER  -  SECOND
 FD1523
 FD1523.The horizontal coordinates were established by classical geodetic methods
 FD1523.and adjusted by the National Geodetic Survey in April 1999..
 FD1523
 FD1523.The orthometric height was scaled from a topographic map.
 FD1523
 FD1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1523
 FD1523.The geoid height was determined by GEOID03.
 FD1523
 FD1523;                    North         East     Units Scale Factor Converg.
 FD1523;SPC TN       -   184,491.196   476,099.073   MT  0.99995201   -0 48 16.0
 FD1523;SPC TN       -   605,284.87  1,562,001.71   sFT  0.99995201   -0 48 16.0
 FD1523;UTM  16      - 3,982,719.537   466,279.437   MT  0.99961401   -0 13 11.4
 FD1523
 FD1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1523!SPC TN       -   0.99996102  x   0.99995201  =   0.99991303
 FD1523!UTM  16      -   0.99996102  x   0.99961401  =   0.99957504
 FD1523
 FD1523:                Primary Azimuth Mark                     Grid Az
 FD1523:SPC TN       -  BELL                                     044 59 12.2
 FD1523:UTM  16      -  BELL                                     044 24 07.6
 FD1523
 FD1523|---------------------------------------------------------------------|
 FD1523| PID    Reference Object                     Distance      Geod. Az  |
 FD1523|                                                           dddmmss.s |
 FD1523| GC2558 BELL                                APPROX.11.8 KM 0441056.2 |
 FD1523| CG7661 TIDWELL RM 1                         28.000 METERS 06726     |
 FD1523| CG7662 TIDWELL RM 2                         25.293 METERS 15607     |
 FD1523| CG7660 TIDWELL AZ MK                                      2664007.1 |
 FD1523| GC2562 DICKSON MUNICIPAL TANK              APPROX. 9.7 KM 3501442.9 |
 FD1523|---------------------------------------------------------------------|
 FD1523
 FD1523                          SUPERSEDED SURVEY CONTROL
 FD1523
 FD1523  NAD 83(1995)-  35 59 18.01530(N)    087 22 26.71479(W) AD(       ) 2
 FD1523  NAD 83(1986)-  35 59 18.02345(N)    087 22 26.71382(W) AD(       ) 2
 FD1523  NAD 27      -  35 59 17.79800(N)    087 22 26.67300(W) AD(       ) 2
 FD1523
 FD1523.Superseded values are not recommended for survey control.
 FD1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1523.See file dsdata.txt to determine how the superseded data were derived.
 FD1523
 FD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6627982720(NAD 83)
 FD1523_MARKER: DS = TRIANGULATION STATION DISK
 FD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1523
 FD1523  HISTORY     - Date     Condition        Report By
 FD1523  HISTORY     - 1953     MONUMENTED       CGS
 FD1523
 FD1523                          STATION DESCRIPTION
 FD1523
 FD1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1523'STATION IS LOCATED ABOUT 6 MILES SOUTH OF DICKSON AND 3 MILES
 FD1523'NORTHWEST OF BON AQUA, ON
 FD1523'PROPERTY OWNED BY MR J B MYETT.  IT IS 110 FEET SOUTHWEST OF
 FD1523'A GRAVEL Y ROAD
 FD1523'INTERSECTION, 62 FEET NORTHWEST OF A 10 INCH MULBERRY
 FD1523'TREE, 21 FEET SOUTH OF THE CENTER
 FD1523'OF A GRAVEL ROAD, 8 FEET SOUTH OF A
 FD1523'WHITE WITNESS POST AND 7 FEET NORTHWEST OF A LONE 6
 FD1523'INCH CEDAR TREE.
 FD1523'THE MARK IS FLUSH AND THE DISK IS STAMPED TIDWELL 1953.
 FD1523'
 FD1523'REFERENCE MARK NO 1 IS 53 FEET NORTHEAST OF THE MULBERRY TREE AND 29
 FD1523'FEET SOUTH OF THE ROAD
 FD1523'INTERSECTION.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FD1523'TIDWELL NO 1 1953.
 FD1523'
 FD1523'REFERENCE MARK NO 2 IS 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FD1523'FRAME HOUSE, 24 FEET
 FD1523'SOUTHWEST OF A 16 INCH OAK TREE AND 2 FEET WEST OF A
 FD1523'FENCE CORNER.  THE MARK IS FLUSH
 FD1523'AND THE DISK IS STAMPED TIDWELL NO 2
 FD1523'1953.
 FD1523'
 FD1523'*AZIMUTH MARK IS 16 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 7 FEET
 FD1523'EAST OF A LONE 6
 FD1523'INCH OAK TREE AND 3 FEET EAST OF A WHITE WITNESS
 FD1523'POST.  THE MARK IS FLUSH AND THE
 FD1523'DISK IS STAMPED TIDWELL 1953.
 FD1523'
 FD1523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 47 IN
 FD1523'THE VILLAGE OF
 FD1523'COLESBURG, WHICH IS ABOUT 2 MILES SOUTHEAST OF DICKSON, GO
 FD1523'SOUTH ON HIGHWAY 46 FOR 3.8
 FD1523'MILES TO A SIDE ROAD RIGHT, JUST AFTER
 FD1523'PASSING A SCHOOL ON THE LEFT, TURN RIGHT
 FD1523'ACROSS TRACKS AND GO 0.05
 FD1523'MILE TO A FORK.  TURN LEFT AND FOLLOW GRAVEL ROAD FOR 1.85
 FD1523'MILES TO A
 FD1523'CROSSROAD, CONTINUE AHEAD FOR 1.1 MILES TO A Y INTERSECTION, KEEP
 FD1523'RIGHT ON GRAVEL
 FD1523'ROAD FOR ABOUT 110 FEET TO THE STATION ON THE LEFT
 FD1523'
 FD1523'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL ROAD FOR
 FD1523'0.15 MILE TO THE MARK ON THE
 FD1523'RIGHT.
 FD1523'
 FD1523'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2134 ***********************************************************************
 GA2134  DESIGNATION -  TIE
 GA2134  PID         -  GA2134
 GA2134  STATE/COUNTY-  TN/GRAINGER
 GA2134  USGS QUAD   -  BEAN STATION (1976)
 GA2134
 GA2134                         *CURRENT SURVEY CONTROL
 GA2134  ___________________________________________________________________
 GA2134* NAD 83(1995)-  36 19 29.18251(N)    083 16 52.13571(W)     ADJUSTED  
 GA2134* NAVD 88     -       344.875  (meters)    1131.48   (feet)  ADJUSTED  
 GA2134  ___________________________________________________________________
 GA2134  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GA2134  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2134  DYNAMIC HT  -         344.563 (meters)    1130.45  (feet)  COMP
 GA2134  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 GA2134
 GA2134  HORZ ORDER  -  SECOND
 GA2134  VERT ORDER  -  SECOND    CLASS 0
 GA2134
 GA2134.The horizontal coordinates were established by classical geodetic methods
 GA2134.and adjusted by the National Geodetic Survey in April 1999..
 GA2134
 GA2134.The orthometric height was determined by differential leveling
 GA2134.and adjusted by the National Geodetic Survey in June 1991..
 GA2134
 GA2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2134
 GA2134.The geoid height was determined by GEOID03.
 GA2134
 GA2134.The dynamic height is computed by dividing the NAVD 88
 GA2134.geopotential number by the normal gravity value computed on the
 GA2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2134.degrees latitude (g = 980.6199 gals.).
 GA2134
 GA2134.The modeled gravity was interpolated from observed gravity values.
 GA2134
 GA2134;                    North         East     Units Scale Factor Converg.
 GA2134;SPC TN       -   224,342.512   844,097.509   MT  0.99998499   +1 35 30.2
 GA2134;SPC TN       -   736,030.39  2,769,343.24   sFT  0.99998499   +1 35 30.2
 GA2134;UTM  17      - 4,022,386.821   295,235.494   MT  1.00011663   -1 21 06.2
 GA2134
 GA2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2134!SPC TN       -   0.99995076  x   0.99998499  =   0.99993575
 GA2134!UTM  17      -   0.99995076  x   1.00011663  =   1.00006738
 GA2134
 GA2134|---------------------------------------------------------------------|
 GA2134| PID    Reference Object                     Distance      Geod. Az  |
 GA2134|                                                           dddmmss.s |
 GA2134| GA2133 TIE RM 1                             15.951 METERS 00859     |
 GA2134| GA2136 TIE AZ MK                                          1944147.4 |
 GA2134| GA2135 TIE RM 2                             16.140 METERS 19811     |
 GA2134|---------------------------------------------------------------------|
 GA2134
 GA2134                          SUPERSEDED SURVEY CONTROL
 GA2134
 GA2134  NAD 83(1995)-  36 19 29.18670(N)    083 16 52.13929(W) AD(       ) 2
 GA2134  NAD 83(1995)-  36 19 29.19588(N)    083 16 52.13251(W) AD(       ) 2
 GA2134  NAD 83(1995)-  36 19 29.18892(N)    083 16 52.13780(W) AD(       ) 2
 GA2134  NAD 83(1986)-  36 19 29.19113(N)    083 16 52.13791(W) AD(       ) 2
 GA2134  NAD 27      -  36 19 28.86020(N)    083 16 52.51713(W) AD(       ) 2
 GA2134  NGVD 29 (??/??/92)  345.012  (m)         1131.93   (f) ADJ UNCH    2 0
 GA2134
 GA2134.Superseded values are not recommended for survey control.
 GA2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2134.See file dsdata.txt to determine how the superseded data were derived.
 GA2134
 GA2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9523522387(NAD 83)
 GA2134_MARKER: DD = SURVEY DISK
 GA2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2134_STAMPING: TIE 1963
 GA2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2134+STABILITY: SURFACE MOTION
 GA2134
 GA2134  HISTORY     - Date     Condition        Report By
 GA2134  HISTORY     - 1963     MONUMENTED       TNHD
 GA2134  HISTORY     - 1963     GOOD             TNHD
 GA2134
 GA2134                          STATION DESCRIPTION
 GA2134
 GA2134'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2134'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF BEAN STATION.
 GA2134'
 GA2134'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 25E AND
 GA2134'11W AT BEAN STATION, GO 1.35
 GA2134'MILES SOUTH ON U.S.  HIGHWAY 25E TO THE STATION ON
 GA2134'THE LEFT AS DESCRIBED.
 GA2134'
 GA2134'THE STATION IS 98 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2134'ROAD AND 41 FEET EAST OF
 GA2134'THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25 E.  THE
 GA2134'SURFACE AND UNDERGROUND MARKS ARE
 GA2134'STANDARD TENNESSEE HIGHWAY
 GA2134'DEPARTMENT DISKS AND THE DISKS ARE STAMPED TIE 1963.
 GA2134'THE UNDERGROUND
 GA2134'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GA2134'IN A 10-INCH
 GA2134'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2134'
 GA2134'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2134'U.S.  HIGHWAY 25E.
 GA2134'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2134'IN A 10-INCH SQUARE, FLUSH,
 GA2134'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA2134'TIE RM-1 1963.
 GA2134'
 GA2134'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2134'GRAVELED ROAD AND 32
 GA2134'FEET EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25E.
 GA2134'IT IS A STANDARD TENNESSEE
 GA2134'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2134'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2134'IS STAMPED TIE RM-2
 GA2134'1963.
 GA2134'
 GA2134'THE AZIMUTH MARK IS 43 FEET SOUTHWEST OF THE END OF A WIRE FENCE, 35
 GA2134'FEET EAST OF THE
 GA2134'APPROXIMATE CENTER OF U.S.  HIGHWAY 25E, AND 1.7 FEET EAST OF
 GA2134'A WITNESS POST.  IT IS A
 GA2134'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2134'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2134'MONUMENT AND THE DISK IS
 GA2134'STAMPED TIE AZI 1963.
 GA2134'
 GA2134'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U.S.
 GA2134'HIGHWAY 25E FOR 0.3
 GA2134'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GA2134'
 GA2134'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA2134
 GA2134                          STATION RECOVERY (1963)
 GA2134
 GA2134'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2134'1.5 MI S FROM BEAN STATION.
 GA2134'FROM THE INTERSECTION OF U.S. HIGHWAYS 25E AND 11W AT BEAN STATION,
 GA2134'GO 1.35 MILES SOUTH ON U.S. HIGHWAY 25E TO THE STATION ON THE
 GA2134'LEFT.  THE MARK IS 98 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GA2134'ROAD AND 41 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 25E.  THE
 GA2134'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GA2134'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2494 ***********************************************************************
 FE2494  DESIGNATION -  TIE
 FE2494  PID         -  FE2494
 FE2494  STATE/COUNTY-  TN/FAYETTE
 FE2494  USGS QUAD   -  SOMERVILLE (1981)
 FE2494
 FE2494                         *CURRENT SURVEY CONTROL
 FE2494  ___________________________________________________________________
 FE2494* NAD 83(1995)-  35 14 39.23370(N)    089 16 26.93507(W)     ADJUSTED  
 FE2494* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 FE2494  ___________________________________________________________________
 FE2494  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2494  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2494
 FE2494  HORZ ORDER  -  THIRD
 FE2494
 FE2494.The horizontal coordinates were established by classical geodetic methods
 FE2494.and adjusted by the National Geodetic Survey in April 1999..
 FE2494
 FE2494.The orthometric height was scaled from a topographic map.
 FE2494
 FE2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2494
 FE2494.The geoid height was determined by GEOID03.
 FE2494
 FE2494;                    North         East     Units Scale Factor Converg.
 FE2494;SPC TN       -   106,048.870   302,055.058   MT  1.00000102   -1 55 00.5
 FE2494;SPC TN       -   347,928.67    990,992.30   sFT  1.00000102   -1 55 00.5
 FE2494;UTM  16      - 3,902,498.386   293,080.366   MT  1.00012769   -1 18 46.1
 FE2494
 FE2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2494!SPC TN       -   0.99998127  x   1.00000102  =   0.99998229
 FE2494!UTM  16      -   0.99998127  x   1.00012769  =   1.00010896
 FE2494
 FE2494:                Primary Azimuth Mark                     Grid Az
 FE2494:SPC TN       -  LACONIA LOT WT 27                        003 42 15.8
 FE2494:UTM  16      -  LACONIA LOT WT 27                        003 06 01.4
 FE2494
 FE2494|---------------------------------------------------------------------|
 FE2494| PID    Reference Object                     Distance      Geod. Az  |
 FE2494|                                                           dddmmss.s |
 FE2494| FE2509 LACONIA LOT WT 27                   APPROX. 4.3 KM 0014715.3 |
 FE2494| CG4396 TIE RM 1                             17.089 METERS 12506     |
 FE2494| FE2495 TT 6 GDF                             10.795 METERS 23738     |
 FE2494| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX. 6.7 KM 2695344.2 |
 FE2494| CG4395 TIE AZ MK                                          2794125.7 |
 FE2494|---------------------------------------------------------------------|
 FE2494
 FE2494                          SUPERSEDED SURVEY CONTROL
 FE2494
 FE2494  NAD 83(1995)-  35 14 39.23775(N)    089 16 26.93626(W) AD(       ) 3
 FE2494  NAD 83(1995)-  35 14 39.23895(N)    089 16 26.93589(W) AD(       ) 3
 FE2494  NAD 83(1986)-  35 14 39.24575(N)    089 16 26.93544(W) AD(       ) 3
 FE2494  NAD 27      -  35 14 38.93860(N)    089 16 26.68650(W) AD(       ) 3
 FE2494
 FE2494.Superseded values are not recommended for survey control.
 FE2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2494.See file dsdata.txt to determine how the superseded data were derived.
 FE2494
 FE2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9308002498(NAD 83)
 FE2494_MARKER: DS = TRIANGULATION STATION DISK
 FE2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2494
 FE2494  HISTORY     - Date     Condition        Report By
 FE2494  HISTORY     - 1958     MONUMENTED       CGS
 FE2494
 FE2494                          STATION DESCRIPTION
 FE2494
 FE2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2494'THE STATION IS ABOUT 4 MILES EAST OF SOMERVILLE, 9 MILES SOUTHWEST OF
 FE2494'WHITEVILLE, IN THE SOUTHEAST ANGLE OF A GRAVELED CROSSROAD
 FE2494'INTERSECTION, AND IS ON THE PROPERTY OF JACK OSBURN.  IT IS 5 FEET
 FE2494'SOUTH OF A WHITE WITNESS POST, 36 FEET SOUTH OF A POWER LINE
 FE2494'POLE NO 10198, 63 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 65
 FE2494'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS
 FE2494'FLUSH AND THE DISK IS STAMPED TIE 1958.
 FE2494'
 FE2494'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE AND
 FE2494'THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 76, IN
 FE2494'SOMERVILLE, GO EAST ON U.S. HIGHWAY 64 FOR 3.1 MILE TO A GRAVELED
 FE2494'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A DIRT
 FE2494'ROAD RIGHT, CONTINUE NORTHEAST ON THE MAIN TRAVELED ROAD FOR 0.9 MILE
 FE2494'TO A GRAVELED CROSSROAD AND THE STATION IN THE SOUTHEAST
 FE2494'ANGLE OF THE CROSSROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION
 FE2494'GO WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 FE2494'THE LEFT, WEST SIDE OF THE ROAD.
 FE2494'
 FE2494'REFERENCE MARK 1 IS 16 FEET SOUTH OF A BLAZED 14 INCH OAK TREE, 8
 FE2494'FEET SOUTH OF A BLAZED 10 INCH OAK TREE, 59 FEET SOUTHEAST OF A
 FE2494'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2494'TIE NO 1 1958.
 FE2494'
 FE2494'TT 6 (USGS) WAS USED AS REFERENCE MARK NO 2, IT IS 28 FEET EAST OF
 FE2494'THE CENTERLINE OF A GRAVELED ROAD, 39 FEET SOUTH OF A WHITE WITNESS
 FE2494'POST, 56 FEET SOUTH OF A POWER LINE POLE NO 10198, AND 79 FEET SOUTH
 FE2494'OF THE CENTERLINE OF A GRAVELED ROAD. THE DISK IS A STANDARD U.S.
 FE2494'GEOLOGICAL SURVEY DISK STAMPED TT 6 GDF 1947, THE DISK IS SET IN THE
 FE2494'TOP OF A 8X8 INCH CONCRETE MONUMENT PROJECTION 4 INCHES.
 FE2494'
 FE2494'THE AZIMUTH MARK IS 2 FEET NORTH OF A FENCE LINE, 3 FEET EAST OF A
 FE2494'WHITE WITNESS POST, 32 FEET SOUTHWEST OF THE CENTERLINE OF
 FE2494'AN GRAVELED ROAD, AND 100 FEET WEST OF A POWER LINE POLE.  THE
 FE2494'MONUMENT IS FLUSH AND THE DISK IS STAMPED TIE 1958.
 FE2494'
 FE2494'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2136 ***********************************************************************
 GA2136  DESIGNATION -  TIE AZ MK
 GA2136  PID         -  GA2136
 GA2136  STATE/COUNTY-  TN/GRAINGER
 GA2136  USGS QUAD   -  BEAN STATION (1976)
 GA2136
 GA2136                         *CURRENT SURVEY CONTROL
 GA2136  ___________________________________________________________________
 GA2136* NAD 83(1986)-  36 19 16.     (N)    083 16 57.     (W)     SCALED    
 GA2136* NAVD 88     -       338.408  (meters)    1110.26   (feet)  ADJUSTED  
 GA2136  ___________________________________________________________________
 GA2136  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2136  DYNAMIC HT  -         338.102 (meters)    1109.26  (feet)  COMP
 GA2136  MODELED GRAV-     979,718.5   (mgal)                       NAVD 88
 GA2136
 GA2136  VERT ORDER  -  SECOND    CLASS 0
 GA2136
 GA2136.The horizontal coordinates were scaled from a topographic map and have
 GA2136.an estimated accuracy of +/- 6 seconds.
 GA2136
 GA2136.The orthometric height was determined by differential leveling
 GA2136.and adjusted by the National Geodetic Survey in June 1991..
 GA2136
 GA2136.The geoid height was determined by GEOID03.
 GA2136
 GA2136.The dynamic height is computed by dividing the NAVD 88
 GA2136.geopotential number by the normal gravity value computed on the
 GA2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2136.degrees latitude (g = 980.6199 gals.).
 GA2136
 GA2136.The modeled gravity was interpolated from observed gravity values.
 GA2136
 GA2136;                    North         East    Units  Estimated Accuracy
 GA2136;SPC TN       -   223,930.      843,990.      MT  (+/- 180 meters Scaled)
 GA2136
 GA2136                          SUPERSEDED SURVEY CONTROL
 GA2136
 GA2136  NGVD 29 (??/??/??)  338.60   (m)         1110.9    (f) RESET       3  
 GA2136
 GA2136.Superseded values are not recommended for survey control.
 GA2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2136.See file dsdata.txt to determine how the superseded data were derived.
 GA2136
 GA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA951219(NAD 83)
 GA2136_MARKER: DD = SURVEY DISK
 GA2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2136_STAMPING: TIE AZI 1963
 GA2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2136+STABILITY: SURFACE MOTION
 GA2136
 GA2136  HISTORY     - Date     Condition        Report By
 GA2136  HISTORY     - 1963     MONUMENTED       TNHD
 GA2136
 GA2136                          STATION DESCRIPTION
 GA2136
 GA2136'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2136'1.8 MI S FROM BEAN STATION.
 GA2136'FROM THE INTERSECTION OF U.S. HIGHWAYS 25E AND 11W AT BEAN
 GA2136'STATION, GO 1.65 MILES SOUTH ON U.S. HIGHWAY 25E TO THE MARK ON
 GA2136'THE LEFT.  THE MARK IS 43 FEET SOUTHWEST OF THE END OF A WIRE
 GA2136'FENCE, 0.3 MILE FROM THE STATION, 35 FEET EAST OF THE APPROXIMATE
 GA2136'CENTER OF U.S. HIGHWAY 25E, AND 1.7 FEET EAST OF A WITNESS POST.
 GA2136'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2136'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2136'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2133 ***********************************************************************
 GA2133  DESIGNATION -  TIE RM 1
 GA2133  PID         -  GA2133
 GA2133  STATE/COUNTY-  TN/GRAINGER
 GA2133  USGS QUAD   -  BEAN STATION (1976)
 GA2133
 GA2133                         *CURRENT SURVEY CONTROL
 GA2133  ___________________________________________________________________
 GA2133* NAD 83(1986)-  36 19 28.     (N)    083 16 52.     (W)     SCALED    
 GA2133* NAVD 88     -       345.646  (meters)    1134.01   (feet)  ADJUSTED  
 GA2133  ___________________________________________________________________
 GA2133  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2133  DYNAMIC HT  -         345.334 (meters)    1132.98  (feet)  COMP
 GA2133  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 GA2133
 GA2133  VERT ORDER  -  SECOND    CLASS 0
 GA2133
 GA2133.The horizontal coordinates were scaled from a topographic map and have
 GA2133.an estimated accuracy of +/- 6 seconds.
 GA2133
 GA2133.The orthometric height was determined by differential leveling
 GA2133.and adjusted by the National Geodetic Survey in June 1991..
 GA2133
 GA2133.The geoid height was determined by GEOID03.
 GA2133
 GA2133.The dynamic height is computed by dividing the NAVD 88
 GA2133.geopotential number by the normal gravity value computed on the
 GA2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2133.degrees latitude (g = 980.6199 gals.).
 GA2133
 GA2133.The modeled gravity was interpolated from observed gravity values.
 GA2133
 GA2133;                    North         East    Units  Estimated Accuracy
 GA2133;SPC TN       -   224,310.      844,100.      MT  (+/- 180 meters Scaled)
 GA2133
 GA2133                          SUPERSEDED SURVEY CONTROL
 GA2133
 GA2133  NGVD 29 (??/??/92)  345.783  (m)         1134.46   (f) ADJ UNCH    2 0
 GA2133
 GA2133.Superseded values are not recommended for survey control.
 GA2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2133.See file dsdata.txt to determine how the superseded data were derived.
 GA2133
 GA2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA952223(NAD 83)
 GA2133_MARKER: DD = SURVEY DISK
 GA2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2133_STAMPING: TIE RM-1 1963
 GA2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2133+STABILITY: SURFACE MOTION
 GA2133
 GA2133  HISTORY     - Date     Condition        Report By
 GA2133  HISTORY     - 1963     MONUMENTED       TNHD
 GA2133
 GA2133                          STATION DESCRIPTION
 GA2133
 GA2133'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2133'1.5 MI S FROM BEAN STATION.
 GA2133'THE MARK IS LOCATED AT THE TIE 1963 STATION SITE, 32 FEET EAST OF
 GA2133'THE CENTERLINE OF U.S. HIGHWAY 25E AND 52 FEET NORTH OF THE STATION.
 GA2133'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2133'THE TOP OF A SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2133'NOTE-- FOR DESCR. SEE STATION TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2135 ***********************************************************************
 GA2135  DESIGNATION -  TIE RM 2
 GA2135  PID         -  GA2135
 GA2135  STATE/COUNTY-  TN/GRAINGER
 GA2135  USGS QUAD   -  BEAN STATION (1976)
 GA2135
 GA2135                         *CURRENT SURVEY CONTROL
 GA2135  ___________________________________________________________________
 GA2135* NAD 83(1986)-  36 19 28.     (N)    083 16 52.     (W)     SCALED    
 GA2135* NAVD 88     -       343.897  (meters)    1128.27   (feet)  ADJUSTED  
 GA2135  ___________________________________________________________________
 GA2135  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2135  DYNAMIC HT  -         343.586 (meters)    1127.25  (feet)  COMP
 GA2135  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 GA2135
 GA2135  VERT ORDER  -  SECOND    CLASS 0
 GA2135
 GA2135.The horizontal coordinates were scaled from a topographic map and have
 GA2135.an estimated accuracy of +/- 6 seconds.
 GA2135
 GA2135.The orthometric height was determined by differential leveling
 GA2135.and adjusted by the National Geodetic Survey in June 1991..
 GA2135
 GA2135.The geoid height was determined by GEOID03.
 GA2135
 GA2135.The dynamic height is computed by dividing the NAVD 88
 GA2135.geopotential number by the normal gravity value computed on the
 GA2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2135.degrees latitude (g = 980.6199 gals.).
 GA2135
 GA2135.The modeled gravity was interpolated from observed gravity values.
 GA2135
 GA2135;                    North         East    Units  Estimated Accuracy
 GA2135;SPC TN       -   224,310.      844,100.      MT  (+/- 180 meters Scaled)
 GA2135
 GA2135                          SUPERSEDED SURVEY CONTROL
 GA2135
 GA2135  NGVD 29 (??/??/92)  344.033  (m)         1128.71   (f) ADJ UNCH    2 0
 GA2135
 GA2135.Superseded values are not recommended for survey control.
 GA2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2135.See file dsdata.txt to determine how the superseded data were derived.
 GA2135
 GA2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA952223(NAD 83)
 GA2135_MARKER: DD = SURVEY DISK
 GA2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2135_STAMPING: TIE RM-2 1963
 GA2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2135+STABILITY: SURFACE MOTION
 GA2135
 GA2135  HISTORY     - Date     Condition        Report By
 GA2135  HISTORY     - 1963     MONUMENTED       TNHD
 GA2135
 GA2135                          STATION DESCRIPTION
 GA2135
 GA2135'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2135'1.5 MI S FROM BEAN STATION.
 GA2135'THE MARK IS LOCATED AT THE TIE 1963 STATION SITE, 46 FEET NORTH
 GA2135'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 53 FEET SOUTHWEST
 GA2135'OF THE STATION AND 32 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GA2135'25E.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2135'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2135'GROUND.  NOTE-- FOR DESCR. SEE STATION TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1877 ***********************************************************************
 FC1877  DESIGNATION -  TIFTONIA
 FC1877  PID         -  FC1877
 FC1877  STATE/COUNTY-  TN/HAMILTON
 FC1877  USGS QUAD   -  WAUHATCHIE (1976)
 FC1877
 FC1877                         *CURRENT SURVEY CONTROL
 FC1877  ___________________________________________________________________
 FC1877* NAD 83(1995)-  35 01 18.44668(N)    085 22 57.51547(W)     ADJUSTED  
 FC1877* NAVD 88     -       294.8    (meters)     967.     (feet)  VERTCON   
 FC1877  ___________________________________________________________________
 FC1877  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 FC1877  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 FC1877
 FC1877  HORZ ORDER  -  SECOND
 FC1877
 FC1877.The horizontal coordinates were established by classical geodetic methods
 FC1877.and adjusted by the National Geodetic Survey in April 1999..
 FC1877
 FC1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1877
 FC1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1877
 FC1877.The geoid height was determined by GEOID03.
 FC1877
 FC1877;                    North         East     Units Scale Factor Converg.
 FC1877;SPC TN       -    76,563.447   656,344.766   MT  1.00004811   +0 21 41.1
 FC1877;SPC TN       -   251,191.91  2,153,357.79   sFT  1.00004811   +0 21 41.1
 FC1877;UTM  16      - 3,876,654.942   647,554.095   MT  0.99986833   +0 55 42.1
 FC1877
 FC1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1877!SPC TN       -   0.99995835  x   1.00004811  =   1.00000646
 FC1877!UTM  16      -   0.99995835  x   0.99986833  =   0.99982669
 FC1877
 FC1877|---------------------------------------------------------------------|
 FC1877| PID    Reference Object                     Distance      Geod. Az  |
 FC1877|                                                           dddmmss.s |
 FC1877| CG7664 TIFTONIA RM 1                        25.742 METERS 00707     |
 FC1877| CG7663 TIFTONIA AZ MK                                     1200951.2 |
 FC1877| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 6.3 KM 1732913.0 |
 FC1877| CG7665 TIFTONIA RM 2                        15.249 METERS 27915     |
 FC1877|---------------------------------------------------------------------|
 FC1877
 FC1877                          SUPERSEDED SURVEY CONTROL
 FC1877
 FC1877  NAD 83(1995)-  35 01 18.44746(N)    085 22 57.51455(W) AD(       ) 2
 FC1877  NAD 83(1995)-  35 01 18.44721(N)    085 22 57.51746(W) AD(       ) 2
 FC1877  NAD 83(1995)-  35 01 18.44799(N)    085 22 57.51563(W) AD(       ) 2
 FC1877  NAD 83(1986)-  35 01 18.44822(N)    085 22 57.51530(W) AD(       ) 2
 FC1877  NAD 27      -  35 01 18.18160(N)    085 22 57.66500(W) AD(       ) 2
 FC1877  NGVD 29 (07/19/86)  294.8    (m)          967.     (f) VERT ANG       
 FC1877
 FC1877.Superseded values are not recommended for survey control.
 FC1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1877.See file dsdata.txt to determine how the superseded data were derived.
 FC1877
 FC1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4755476655(NAD 83)
 FC1877_MARKER: DE = TRAVERSE STATION DISK
 FC1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1877
 FC1877  HISTORY     - Date     Condition        Report By
 FC1877  HISTORY     - 1962     MONUMENTED       CGS
 FC1877
 FC1877                          STATION DESCRIPTION
 FC1877
 FC1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1877'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF THE BUSINESS
 FC1877'DISTRICT OF CHATTANOOGA, 1 MILE NORTHEAST OF WAUHATCHIE, 1 MILE WEST
 FC1877'OF TIFTONIA AND ON A WOODED RIDGE WHICH IS OWNED BY THE HAMILTON
 FC1877'NATIONAL BANK OF CHATTANOOGA.
 FC1877'
 FC1877'TO REACH THE STATION FROM THE JUNCTION* OF U.S. HIGHWAYS 11, 41, 72
 FC1877'AND 64 JUST WEST OF THE CHATTANOOGA CITY LIMITS, GO NORTHWEST ON
 FC1877'U.S. HIGHWAY 41, 64 AND 72 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT,
 FC1877'TURN RIGHT AND GO 0.15 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 FC1877'AND GO 0.25 MILE TO A WATER TANK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 FC1877'AND FOLLOW A TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 FC1877'
 FC1877'THE STATION MARK IS 17 FEET SOUTHEAST OF A 28-INCH TREE, 17 FEET EAST
 FC1877'OF THE APPROXIMATE CENTER OF A TRACK ROAD, 1.8 FEET WEST OF A
 FC1877'METAL WITNESS POST AND SET ON THE EASTERN SLOPE OF THE RIDGE.  IT IS
 FC1877'A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC1877'PROJECTS 3 INCHES AND IS STAMPED TIFTONIA 1961.
 FC1877'
 FC1877'REFERENCE MARK NO. 1 IS 73 FEET NORTH OF A 28-INCH TREE, 43 FEET EAST
 FC1877'OF THE APPROXIMATE CENTER OF A CURVE IN THE TRACK ROAD, AND ON THE
 FC1877'NORTHERN SLOPE OF THE RIDGE.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1877'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED TIFTONIA NO
 FC1877'1 1961.
 FC1877'
 FC1877'REFERENCE MARK NO. 2 IS 42 FEET WEST OF A 28-INCH TREE, 34 FEET WEST
 FC1877'OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND SET ON THE WESTERN
 FC1877'SLOPE OF THE RIDGE.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1877'MONUMENT WHICH PROJECTS 5 INCHES AND IS STAMPED TIFTONIA NO 2 1961.
 FC1877'
 FC1877'THE AZIMUTH MARK IS 69.7 FEET EAST OF THE NORTHEAST CORNER OF THE
 FC1877'TOURIST LODGE OFFICE, 63 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 FC1877'HIGHWAY 41, 35 FEET SOUTHEAST OF A POWER LINE POLE WITH TRANSFORMER,
 FC1877'6.9 FEET NORTHWEST OF A METAL WITNESS POST, AND 6 FEET
 FC1877'NORTHEAST OF A STONE RETAINING WALL.  IT IS A STANDARD DISK CEMENTED
 FC1877'IN A DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED
 FC1877'TIFTONIA 1961.
 FC1877'
 FC1877'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO EAST ON U.S. HIGHWAY
 FC1877'11, 41, 64 AND 72 FOR 0.25 MILE TO A SIGN, TOURIST LODGE OFFICE, ON
 FC1877'THE RIGHT AND THE AZIMUTH MARK.
 FC1877'
 FC1877'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2610 ***********************************************************************
 FE2610  DESIGNATION -  TIGER TAIL
 FE2610  PID         -  FE2610
 FE2610  STATE/COUNTY-  TN/DYER
 FE2610  USGS QUAD   -  KNOB CREEK (1972)
 FE2610
 FE2610                         *CURRENT SURVEY CONTROL
 FE2610  ___________________________________________________________________
 FE2610* NAD 83(1995)-  35 56 08.01936(N)    089 34 50.65894(W)     ADJUSTED  
 FE2610* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 FE2610  ___________________________________________________________________
 FE2610  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE2610  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2610
 FE2610  HORZ ORDER  -  THIRD
 FE2610
 FE2610.The horizontal coordinates were established by classical geodetic methods
 FE2610.and adjusted by the National Geodetic Survey in April 1999..
 FE2610
 FE2610.The orthometric height was scaled from a topographic map.
 FE2610
 FE2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2610
 FE2610.The geoid height was determined by GEOID03.
 FE2610
 FE2610;                    North         East     Units Scale Factor Converg.
 FE2610;SPC TN       -   183,675.760   276,973.204   MT  0.99994996   -2 05 46.7
 FE2610;SPC TN       -   602,609.56    908,702.92   sFT  0.99994996   -2 05 46.7
 FE2610;SPC AR N     -   180,437.486   618,274.991   MT  0.99995468   +1 24 28.0
 FE2610;SPC AR N     -   591,985.32  2,028,457.20   sFT  0.99995468   +1 24 28.0
 FE2610;SPC MO E     -    11,732.627   332,946.962   MT  1.00001808   +0 32 22.3
 FE2610;UTM  16      - 3,979,879.545   267,190.384   MT  1.00026791   -1 30 54.9
 FE2610
 FE2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2610!SPC TN       -   0.99999215  x   0.99994996  =   0.99994211
 FE2610!SPC AR N     -   0.99999215  x   0.99995468  =   0.99994683
 FE2610!SPC MO E     -   0.99999215  x   1.00001808  =   1.00001023
 FE2610!UTM  16      -   0.99999215  x   1.00026791  =   1.00026006
 FE2610
 FE2610|---------------------------------------------------------------------|
 FE2610| PID    Reference Object                     Distance      Geod. Az  |
 FE2610|                                                           dddmmss.s |
 FE2610| CG4398 TIGER TAIL RM 1                      28.805 METERS 09016     |
 FE2610| CG4397 TIGER TAIL AZ MK                                   1992300.1 |
 FE2610| FE2609 R 9 3                                29.178 METERS 20958     |
 FE2610|---------------------------------------------------------------------|
 FE2610
 FE2610                          SUPERSEDED SURVEY CONTROL
 FE2610
 FE2610  NAD 83(1995)-  35 56 08.02212(N)    089 34 50.65795(W) AD(       ) 3
 FE2610  NAD 83(1986)-  35 56 08.03016(N)    089 34 50.65951(W) AD(       ) 3
 FE2610  NAD 27      -  35 56 07.76500(N)    089 34 50.38240(W) AD(       ) 3
 FE2610
 FE2610.Superseded values are not recommended for survey control.
 FE2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2610.See file dsdata.txt to determine how the superseded data were derived.
 FE2610
 FE2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6719079880(NAD 83)
 FE2610_MARKER: DS = TRIANGULATION STATION DISK
 FE2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2610
 FE2610  HISTORY     - Date     Condition        Report By
 FE2610  HISTORY     - 1959     MONUMENTED       CGS
 FE2610
 FE2610                          STATION DESCRIPTION
 FE2610
 FE2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2610'THE STATION IS ON THE EAST BANK OF THE OBION RIVER, ABOUT 9 MILES
 FE2610'SOUTHEAST OF FINLEY, ABOUT 1/2 MILE NORTH OF THE FORK OF THE FORKED
 FE2610'DEER RIVER AND THE OBION RIVER AND ON THE PROPERTY OF MR. RAYMOND
 FE2610'NEWBELL OF FINLEY. IT IS 69 FEET SOUTHWEST OF THE SOUTHWEST
 FE2610'CORNER OF AN OLD BARN, 29 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FE2610'ROAD, 24 FEET EAST OF A 14 INCH SYCAMORE TREE AND 16 FEET WEST OF A
 FE2610'WIRE FENCE AND A WHITE WITNESS POST. THE MONUMENT PROJECTS 3 INCHES
 FE2610'AND THE DISK IS STAMPED TIGER TAIL 1959.
 FE2610'
 FE2610'TO REACH THE STATION FROM THE FINLEY METHODIST CHURCH IN FINLEY, GO
 FE2610'WEST ON STATE HIGHWAY 20 FOR 1.1 MILES TO A CROSSROAD (BIG
 FE2610'BOY JUNCTION). TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 7.1 MILES
 FE2610'TO A SIDE ROAD LEFT AND A STORE IN THE SOUTHEAST ANGLE OF THE
 FE2610'INTERSECTION. TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 5.6
 FE2610'MILES TO AN IRON BRIDGE AND THE END OF THE PAVEMENT. CONTINUE AHEAD
 FE2610'ON A GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 FE2610'DESCRIBED.
 FE2610'
 FE2610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 FE2610'ROAD FOR 0.4 MILE TO A HOUSE ON THE LEFT AND THE END OF THE
 FE2610'GRAVELED ROAD. CONTINUE SOUTH AND EAST, FOLLOWING THE RIVER BANK, FOR
 FE2610'0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FE2610'
 FE2610'REFERENCE MARK 1 IS 34 FEET EAST OF THE SOUTHWEST CORNER OF A BARN,
 FE2610'27 FEET WEST OF THE SOUTHEAST CORNER OF THE BARN AND 6 INCHES SOUTH
 FE2610'OF THE SOUTH SIDE OF THE BARN. THE MONUMENT PROJECTS 4 INCHES AND THE
 FE2610'DISK IS STAMPED TIGER TAIL NO 1 1959.
 FE2610'
 FE2610'B.M. R-9-3 (USED) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 FE2610'U.S. ENGINEERS DEPARTMENT CAP STAMPED BM R-9-3 REF.  RIVETED TO THE
 FE2610'TOP OF A 4 INCH IRON PIPE PROJECTING 16 INCHES. IT IS 29 FEET WEST OF
 FE2610'THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET EAST OF A 48 INCH
 FE2610'SYCAMORE TREE AND 16 FEET WEST OF A WIRE FENCE.
 FE2610'
 FE2610'THE AZIMUTH MARK IS 22 FEET NORTH OF TWIN SYCAMORE TREES, 14 FEET
 FE2610'NORTH OF A WIRE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FE2610'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED TIGER TAIL
 FE2610'1959.
 FE2610'
 FE2610'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0293 ***********************************************************************
 FC0293  DESIGNATION -  TILLEY
 FC0293  PID         -  FC0293
 FC0293  STATE/COUNTY-  TN/LOUDON
 FC0293  USGS QUAD   -  PHILADELPHIA (1974)
 FC0293
 FC0293                         *CURRENT SURVEY CONTROL
 FC0293  ___________________________________________________________________
 FC0293* NAD 83(1995)-  35 41 13.86073(N)    084 26 14.76142(W)     ADJUSTED  
 FC0293* NAVD 88     -       319.067  (meters)    1046.81   (feet)  ADJUSTED  
 FC0293  ___________________________________________________________________
 FC0293  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FC0293  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0293  DYNAMIC HT  -         318.762 (meters)    1045.81  (feet)  COMP
 FC0293  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FC0293
 FC0293  HORZ ORDER  -  SECOND
 FC0293  VERT ORDER  -  SECOND    CLASS 0
 FC0293
 FC0293.The horizontal coordinates were established by classical geodetic methods
 FC0293.and adjusted by the National Geodetic Survey in April 1999..
 FC0293
 FC0293.The orthometric height was determined by differential leveling
 FC0293.and adjusted by the National Geodetic Survey in June 1991..
 FC0293
 FC0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0293
 FC0293.The geoid height was determined by GEOID03.
 FC0293
 FC0293.The dynamic height is computed by dividing the NAVD 88
 FC0293.geopotential number by the normal gravity value computed on the
 FC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0293.degrees latitude (g = 980.6199 gals.).
 FC0293
 FC0293.The modeled gravity was interpolated from observed gravity values.
 FC0293
 FC0293;                    North         East     Units Scale Factor Converg.
 FC0293;SPC TN       -   151,337.345   741,428.185   MT  0.99995167   +0 54 53.2
 FC0293;SPC TN       -   496,512.61  2,432,502.30   sFT  0.99995167   +0 54 53.2
 FC0293;UTM  16      - 3,952,279.749   731,891.567   MT  1.00026269   +1 29 44.0
 FC0293
 FC0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0293!SPC TN       -   0.99995471  x   0.99995167  =   0.99990639
 FC0293!UTM  16      -   0.99995471  x   1.00026269  =   1.00021739
 FC0293
 FC0293:                Primary Azimuth Mark                     Grid Az
 FC0293:SPC TN       -  JAMES                                    022 34 49.6
 FC0293:UTM  16      -  JAMES                                    021 59 58.8
 FC0293
 FC0293|---------------------------------------------------------------------|
 FC0293| PID    Reference Object                     Distance      Geod. Az  |
 FC0293|                                                           dddmmss.s |
 FC0293| FC1672 JAMES                               APPROX. 3.9 KM 0232942.8 |
 FC0293| FC0292 TILLEY RM 1                          10.610 METERS 08433     |
 FC0293| FC0294 TILLEY RM 2                          10.138 METERS 27024     |
 FC0293|---------------------------------------------------------------------|
 FC0293
 FC0293                          SUPERSEDED SURVEY CONTROL
 FC0293
 FC0293  NAD 83(1995)-  35 41 13.86702(N)    084 26 14.76128(W) AD(       ) 2
 FC0293  NAD 83(1986)-  35 41 13.87215(N)    084 26 14.75954(W) AD(       ) 2
 FC0293  NAD 27      -  35 41 13.60610(N)    084 26 15.01700(W) AD(       ) 2
 FC0293  NGVD 29 (??/??/92)  319.150  (m)         1047.08   (f) ADJ UNCH    2 0
 FC0293
 FC0293.Superseded values are not recommended for survey control.
 FC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0293.See file dsdata.txt to determine how the superseded data were derived.
 FC0293
 FC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3189252280(NAD 83)
 FC0293_MARKER: DE = TRAVERSE STATION DISK
 FC0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0293_STAMPING: TILLEY 1961
 FC0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0293+STABILITY: SURFACE MOTION
 FC0293
 FC0293  HISTORY     - Date     Condition        Report By
 FC0293  HISTORY     - 1961     MONUMENTED       CGS
 FC0293  HISTORY     - 1961     GOOD             CGS
 FC0293
 FC0293                          STATION DESCRIPTION
 FC0293
 FC0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0293'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF PHILADELPHIA ON THE
 FC0293'FARM OF MR. HERBERT TILLEY.
 FC0293'
 FC0293'TO REACH THE STATION FROM THE POST OFFICE IN PHILADELPHIA, GO WEST
 FC0293'FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT, AND GO 0.1 MILE TO A
 FC0293'CROSS STREET, TURN LEFT, AND GO 0.05 MILE TO A BRIDGE, CROSS BRIDGE,
 FC0293'TURN RIGHT, AND GO 1.0 MILE TO A FORK, TAKE LEFT FORK, AND GO
 FC0293'1.0 MILE TO A T ROAD LEFT, TURN LEFT, AND GO 0.55 MILE TO MR. TILLEYS
 FC0293'BARN AND GATE, PASS THROUGH GATE AND GO ACROSS BARN LOT FOR 0.1
 FC0293'MILE TO TWO GATES, PASS THROUGH RIGHT GATE AND FOLLOW FARM LANE UP
 FC0293'HILL FOR 0.1 MILE TO TOP OF HILL AND STATION.
 FC0293'
 FC0293'STATION MARK IS 2.3 FEET SOUTH OF A WITNESS SIGN AND 2 FEET SOUTH OF
 FC0293'A WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK, FLUSH AND
 FC0293'IS STAMPED TILLEY 1961.
 FC0293'
 FC0293'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A
 FC0293'STANDARD DISK, FLUSH AND IS STAMPED TILLEY NO 1 1961.
 FC0293'
 FC0293'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A
 FC0293'STANDARD DISK, FLUSH AND IS STAMPED TILLEY NO 2 1961.
 FC0293'
 FC0293'TRAVERSE STATION JAMES WILL SERVE AS THE AZIMUTH.  SEE DESCRIPTION
 FC0293'THEREOF.
 FC0293'
 FC0293'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 FC0293
 FC0293                          STATION RECOVERY (1961)
 FC0293
 FC0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0293'3 MI NW FROM PHILADELPHIA.
 FC0293'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0293'0.1 MILE NORTH, THEN GO 1.05 MILE NORTHWEST ON A PAVED ROAD
 FC0293'TO A Y JUNCTION, THEN GO LEFT, WEST, FOR 1.1 MILE TO A T ROAD
 FC0293'LEFT, TURN LEFT, AND GO 0.55 MILE TO MR. TILLEYS BARN AND GATE, PASS
 FC0293'THROUGH GATE AND GO ACROSS BARN LOT FOR 0.1 MILE TO TWO GATES, PASS
 FC0293'THROUGH RIGHT GATE AND FOLLOW FARM LANE UP HILL FOR 0.1 MILE
 FC0293'TO THE TOP OF HILL AND STATION.  THE STATION MARK IS 2.3 FT.
 FC0293'SOUTH OF A WITNESS SIGN AND 2 FT. SOUTH OF A FENCE.  THE DISK
 FC0293'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE--
 FC0293'TO REACH BENCH MARK M 238 FROM THIS POINT, GO 0.9 MILE SOUTHWEST
 FC0293'TO TWO SILOS AT A DAIRY FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0292 ***********************************************************************
 FC0292  DESIGNATION -  TILLEY RM 1
 FC0292  PID         -  FC0292
 FC0292  STATE/COUNTY-  TN/LOUDON
 FC0292  USGS QUAD   -  PHILADELPHIA (1974)
 FC0292
 FC0292                         *CURRENT SURVEY CONTROL
 FC0292  ___________________________________________________________________
 FC0292* NAD 83(1986)-  35 41 13.     (N)    084 26 15.     (W)     SCALED    
 FC0292* NAVD 88     -       318.939  (meters)    1046.39   (feet)  ADJUSTED  
 FC0292  ___________________________________________________________________
 FC0292  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0292  DYNAMIC HT  -         318.635 (meters)    1045.39  (feet)  COMP
 FC0292  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FC0292
 FC0292  VERT ORDER  -  SECOND    CLASS 0
 FC0292
 FC0292.The horizontal coordinates were scaled from a topographic map and have
 FC0292.an estimated accuracy of +/- 6 seconds.
 FC0292
 FC0292.The orthometric height was determined by differential leveling
 FC0292.and adjusted by the National Geodetic Survey in June 1991..
 FC0292
 FC0292.The geoid height was determined by GEOID03.
 FC0292
 FC0292.The dynamic height is computed by dividing the NAVD 88
 FC0292.geopotential number by the normal gravity value computed on the
 FC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0292.degrees latitude (g = 980.6199 gals.).
 FC0292
 FC0292.The modeled gravity was interpolated from observed gravity values.
 FC0292
 FC0292;                    North         East    Units  Estimated Accuracy
 FC0292;SPC TN       -   151,310.      741,420.      MT  (+/- 180 meters Scaled)
 FC0292
 FC0292                          SUPERSEDED SURVEY CONTROL
 FC0292
 FC0292  NGVD 29 (??/??/92)  319.023  (m)         1046.66   (f) ADJ UNCH    2 0
 FC0292
 FC0292.Superseded values are not recommended for survey control.
 FC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0292.See file dsdata.txt to determine how the superseded data were derived.
 FC0292
 FC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE318522(NAD 83)
 FC0292_MARKER: DR = REFERENCE MARK DISK
 FC0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0292_STAMPING: TILLEY NO 1 1961
 FC0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0292+STABILITY: SURFACE MOTION
 FC0292
 FC0292  HISTORY     - Date     Condition        Report By
 FC0292  HISTORY     - 1961     MONUMENTED       CGS
 FC0292
 FC0292                          STATION DESCRIPTION
 FC0292
 FC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0292'3 MI NW FROM PHILADELPHIA.
 FC0292'THIS MARK IS LOCATED AT THE TILLEY 1961 STATION SITE, 35 FT.
 FC0292'EAST OF THE STATION MARK AND 1 FT. SOUTH OF A WIRE FENCE.  THE
 FC0292'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0294 ***********************************************************************
 FC0294  DESIGNATION -  TILLEY RM 2
 FC0294  PID         -  FC0294
 FC0294  STATE/COUNTY-  TN/LOUDON
 FC0294  USGS QUAD   -  PHILADELPHIA (1974)
 FC0294
 FC0294                         *CURRENT SURVEY CONTROL
 FC0294  ___________________________________________________________________
 FC0294* NAD 83(1986)-  35 41 13.     (N)    084 26 15.     (W)     SCALED    
 FC0294* NAVD 88     -       318.907  (meters)    1046.28   (feet)  ADJUSTED  
 FC0294  ___________________________________________________________________
 FC0294  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0294  DYNAMIC HT  -         318.603 (meters)    1045.28  (feet)  COMP
 FC0294  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FC0294
 FC0294  VERT ORDER  -  SECOND    CLASS 0
 FC0294
 FC0294.The horizontal coordinates were scaled from a topographic map and have
 FC0294.an estimated accuracy of +/- 6 seconds.
 FC0294
 FC0294.The orthometric height was determined by differential leveling
 FC0294.and adjusted by the National Geodetic Survey in June 1991..
 FC0294
 FC0294.The geoid height was determined by GEOID03.
 FC0294
 FC0294.The dynamic height is computed by dividing the NAVD 88
 FC0294.geopotential number by the normal gravity value computed on the
 FC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0294.degrees latitude (g = 980.6199 gals.).
 FC0294
 FC0294.The modeled gravity was interpolated from observed gravity values.
 FC0294
 FC0294;                    North         East    Units  Estimated Accuracy
 FC0294;SPC TN       -   151,310.      741,420.      MT  (+/- 180 meters Scaled)
 FC0294
 FC0294                          SUPERSEDED SURVEY CONTROL
 FC0294
 FC0294  NGVD 29 (??/??/92)  318.991  (m)         1046.56   (f) ADJ UNCH    2 0
 FC0294
 FC0294.Superseded values are not recommended for survey control.
 FC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0294.See file dsdata.txt to determine how the superseded data were derived.
 FC0294
 FC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE318522(NAD 83)
 FC0294_MARKER: DR = REFERENCE MARK DISK
 FC0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0294_STAMPING: TILLEY NO 2 1961
 FC0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0294+STABILITY: SURFACE MOTION
 FC0294
 FC0294  HISTORY     - Date     Condition        Report By
 FC0294  HISTORY     - 1961     MONUMENTED       CGS
 FC0294
 FC0294                          STATION DESCRIPTION
 FC0294
 FC0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0294'3 MI NW FROM PHILADELPHIA.
 FC0294'THIS MARK IS LOCATED AT THE TILLEY 1961 STATION SITE, 33.3 FT.
 FC0294'WEST OF THE STATION MARK AND 1 FT. SOUTH OF A WIRE FENCE.  THE
 FC0294'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2403 ***********************************************************************
 GB2403  DESIGNATION -  TIMOTHY RESET
 GB2403  PID         -  GB2403
 GB2403  STATE/COUNTY-  TN/OVERTON
 GB2403  USGS QUAD   -  HILHAM (1986)
 GB2403
 GB2403                         *CURRENT SURVEY CONTROL
 GB2403  ___________________________________________________________________
 GB2403* NAD 83(1995)-  36 29 32.28221(N)    085 24 41.00104(W)     ADJUSTED  
 GB2403* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 GB2403  ___________________________________________________________________
 GB2403  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GB2403  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB2403
 GB2403  HORZ ORDER  -  THIRD
 GB2403
 GB2403.The horizontal coordinates were established by classical geodetic methods
 GB2403.and adjusted by the National Geodetic Survey in April 1999..
 GB2403
 GB2403.The orthometric height was scaled from a topographic map.
 GB2403
 GB2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2403
 GB2403.The geoid height was determined by GEOID03.
 GB2403
 GB2403;                    North         East     Units Scale Factor Converg.
 GB2403;SPC TN       -   239,700.235   652,739.947   MT  1.00001429   +0 20 40.5
 GB2403;SPC TN       -   786,416.52  2,141,530.98   sFT  1.00001429   +0 20 40.5
 GB2403;UTM  16      - 4,039,727.329   642,287.930   MT  0.99984944   +0 56 41.7
 GB2403
 GB2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2403!SPC TN       -   0.99995347  x   1.00001429  =   0.99996776
 GB2403!UTM  16      -   0.99995347  x   0.99984944  =   0.99980292
 GB2403
 GB2403|---------------------------------------------------------------------|
 GB2403| PID    Reference Object                     Distance      Geod. Az  |
 GB2403|                                                           dddmmss.s |
 GB2403| CG7667 TIMOTHY RM 1                          9.052 METERS 13529     |
 GB2403| CG7668 TIMOTHY RM 2                          7.124 METERS 22551     |
 GB2403| CG7669 TIMOTHY RM 3                          9.746 METERS 30601     |
 GB2403| CG7666 TIMOTHY AZ MK                                      3183113.2 |
 GB2403| GB2370 MITCHELL                            APPROX. 5.3 KM 3592337.9 |
 GB2403|---------------------------------------------------------------------|
 GB2403
 GB2403                          SUPERSEDED SURVEY CONTROL
 GB2403
 GB2403  NAD 83(1995)-  36 29 32.28292(N)    085 24 41.00166(W) AD(       ) 3
 GB2403  NAD 83(1995)-  36 29 32.29163(N)    085 24 41.00524(W) AD(       ) 3
 GB2403  NAD 83(1986)-  36 29 32.29306(N)    085 24 41.00558(W) AD(       ) 3
 GB2403  NAD 27      -  36 29 32.06200(N)    085 24 41.12900(W) AD(       ) 3
 GB2403
 GB2403.Superseded values are not recommended for survey control.
 GB2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2403.See file dsdata.txt to determine how the superseded data were derived.
 GB2403
 GB2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4228839727(NAD 83)
 GB2403_MARKER: DS = TRIANGULATION STATION DISK
 GB2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2403
 GB2403  HISTORY     - Date     Condition        Report By
 GB2403  HISTORY     - 1950     MONUMENTED       CGS
 GB2403  HISTORY     - 1974     SEE DESCRIPTION  NGS
 GB2403
 GB2403                          STATION DESCRIPTION
 GB2403
 GB2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2403'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LIVINGSTON AND ABOUT 6
 GB2403'MILES SOUTHEAST OF CELINA.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF
 GB2403'STATE HIGHWAY NO. 52 AND 5 FEET EAST OF A WHITE WITNESS POST.  THE
 GB2403'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TIMOTHY 1949.
 GB2403'
 GB2403'REFERENCE MARK NO. 1 IS 39 FEET SOUTHWEST OF THE CENTER OF HIGHWAY.
 GB2403'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TIMOTHY NO 1
 GB2403'1949.
 GB2403'
 GB2403'REFERENCE MARK NO. 2 IS 59 FEET SOUTH-WEST OF THE CENTER OF HIGHWAY
 GB2403'AND 1 FOOT NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 8
 GB2403'INCHES AND THE DISK IS STAMPED TIMOTHY NO 2 1949.
 GB2403'
 GB2403'AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 52, 2
 GB2403'FEET EAST OF A TELEPHONE POLE AND 2 FEET NORTHEAST OF A WHITE WITNESS
 GB2403'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TIMOTHY
 GB2403'1949.
 GB2403'
 GB2403'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2403'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 10.4 MILES TO
 GB2403'THE STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.45 MILE TO THE
 GB2403'AZIMUTH MARK ON THE RIGHT.
 GB2403'
 GB2403'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2403
 GB2403                          STATION RECOVERY (1974)
 GB2403
 GB2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GB2403'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 WERE FOUND IN GOOD
 GB2403'CONDITION.  REFERENCE MARK 1 FOUND DESTROYED BY GRADING AS WAS THE
 GB2403'SURFACE STATION MARK.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 GB2403'FOUND.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY
 GB2403'TREES.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  A NEW SURFACE
 GB2403'STATION MARK AND REFERENCE MARK 3 WERE SET.  A NEW DESCRIPTION
 GB2403'FOLLOWS--
 GB2403'
 GB2403'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LIVINGSTON, 24 FEET
 GB2403'NORTHEAST OF A TELEPHONE POLE, 32 FEET SOUTHEAST OF A METAL WITNESS
 GB2403'POST AND 30 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 52.
 GB2403'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TIMOTHY 1949 1974.
 GB2403'
 GB2403'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42, 52 AND
 GB2403'85 AT LIVINGSTON, GO NORTHWESTERLY ON HIGHWAY 52 FOR 10.7 MILES TO
 GB2403'THE STATION ON THE LEFT.
 GB2403'
 GB2403'REFERENCE MARK 2 IS 53 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GB2403'HIGHWAY AND 1 FOOT NORTHEAST OF THE TELEPHONE POLE.  THE MONUMENT
 GB2403'PROJECTS 4 INCHES AND THE DISK IS STAMPED TIMOTHY NO 2 1949.
 GB2403'
 GB2403'REFERENCE MARK 3 IS 26 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GB2403'HIGHWAY, 1 FOOT SOUTHEAST OF THE METAL WITNESS POST AND 36 FEET
 GB2403'NORTHWEST OF THE POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND
 GB2403'THE DISK IS STAMPED TIMOTHY 1950 NO 3 1974.
 GB2403'
 GB2403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 GB2403'SOUTHWEST OF CELINA.
 GB2403'
 GB2403'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2523 ***********************************************************************
 FE2523  DESIGNATION -  TIPTON
 FE2523  PID         -  FE2523
 FE2523  STATE/COUNTY-  TN/TIPTON
 FE2523  USGS QUAD   -  MASON (1973)
 FE2523
 FE2523                         *CURRENT SURVEY CONTROL
 FE2523  ___________________________________________________________________
 FE2523* NAD 83(1995)-  35 28 56.23380(N)    089 35 24.37571(W)     ADJUSTED  
 FE2523* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 FE2523  ___________________________________________________________________
 FE2523  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FE2523  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2523
 FE2523  HORZ ORDER  -  THIRD
 FE2523
 FE2523.The horizontal coordinates were established by classical geodetic methods
 FE2523.and adjusted by the National Geodetic Survey in April 1999..
 FE2523
 FE2523.The orthometric height was scaled from a topographic map.
 FE2523
 FE2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2523
 FE2523.The geoid height was determined by GEOID03.
 FE2523
 FE2523;                    North         East     Units Scale Factor Converg.
 FE2523;SPC TN       -   133,450.528   274,284.292   MT  0.99996714   -2 06 06.4
 FE2523;SPC TN       -   437,828.94    899,881.05   sFT  0.99996714   -2 06 06.4
 FE2523;UTM  16      - 3,929,613.189   265,017.526   MT  1.00028050   -1 30 14.8
 FE2523
 FE2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2523!SPC TN       -   0.99998608  x   0.99996714  =   0.99995322
 FE2523!UTM  16      -   0.99998608  x   1.00028050  =   1.00026657
 FE2523
 FE2523:                Primary Azimuth Mark                     Grid Az
 FE2523:SPC TN       -  TENN GAS TRANSM MAST KIC 806             011 16 38.4
 FE2523:UTM  16      -  TENN GAS TRANSM MAST KIC 806             010 40 46.8
 FE2523
 FE2523|---------------------------------------------------------------------|
 FE2523| PID    Reference Object                     Distance      Geod. Az  |
 FE2523|                                                           dddmmss.s |
 FE2523| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX. 4.7 KM 0091032.0 |
 FE2523| CG4408 TIPTON RM 1                           9.611 METERS 01406     |
 FE2523| CG4409 TIPTON RM 2                          12.510 METERS 10803     |
 FE2523| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX. 9.0 KM 3245153.9 |
 FE2523| FE2643 COVINGTON MUNICIPAL TANK            APPROX.10.5 KM 3304851.1 |
 FE2523| CG4407 TIPTON AZ MK                                       3343332.2 |
 FE2523| FE2644 COVINGTON RAD STA WKBL MAST         APPROX.12.5 KM 3390619.4 |
 FE2523|---------------------------------------------------------------------|
 FE2523
 FE2523                          SUPERSEDED SURVEY CONTROL
 FE2523
 FE2523  NAD 83(1995)-  35 28 56.24039(N)    089 35 24.37548(W) AD(       ) 3
 FE2523  NAD 83(1986)-  35 28 56.24557(N)    089 35 24.37682(W) AD(       ) 3
 FE2523  NAD 27      -  35 28 55.94990(N)    089 35 24.10380(W) AD(       ) 3
 FE2523
 FE2523.Superseded values are not recommended for survey control.
 FE2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2523.See file dsdata.txt to determine how the superseded data were derived.
 FE2523
 FE2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6501829613(NAD 83)
 FE2523_MARKER: DS = TRIANGULATION STATION DISK
 FE2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2523
 FE2523  HISTORY     - Date     Condition        Report By
 FE2523  HISTORY     - 1958     MONUMENTED       CGS
 FE2523
 FE2523                          STATION DESCRIPTION
 FE2523
 FE2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2523'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF COVINGTON,
 FE2523'ABOUT 12 MILES WEST OF STANTON AND IS ON THE PROPERTY OF MR. ROBERT
 FE2523'C. TURNER.  IT IS 123 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2523'CONCRETE BUILDING, 35 FEET SOUTH OF A 30 INCH PECAN TREE AND 38 FEET
 FE2523'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2523'STAMPED TIPTON 1958.
 FE2523'
 FE2523'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COVINGTON, GO
 FE2523'SOUTHEAST ON STATE HIGHWAY 59 FOR 5.75 MILES TO THE AZIMUTH MARK
 FE2523'ON THE LEFT AT THE SOUTHEAST END OF A BRIDGE.  CONTINUE AHEAD
 FE2523'SOUTHEAST ON HIGHWAY 59 FOR 0.7 MILE TO A DRIVEWAY RIGHT.  TURN
 FE2523'RIGHT ACROSS CATTLE GUARD AND GO 0.1 MILE TO A CONCRETE BLOCK
 FE2523'BUILDING AND THE STATION ON THE LEFT.
 FE2523'
 FE2523'REFERENCE MARK 1 IS 6 FEET SOUTH OF A 30 INCH PECAN TREE, 1 FOOT
 FE2523'SOUTHEAST OF A FENCE AND 10 FEET SOUTH OF A WHITE WITNESS POST.
 FE2523'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED TIPTON NO 1
 FE2523'1958.
 FE2523'
 FE2523'REFERENCE MARK 2 IS 55 FEET SOUTHEAST OF A 30 INCH PECAN TREE AND 49
 FE2523'FEET NORTH OF THE WEST GATE POST.  THE MONUMENT PROJECTS 1 INCH
 FE2523'AND THE DISK IS STAMPED TIPTON NO 2 1958.
 FE2523'
 FE2523'THE AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2523'BRIDGE, 17 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59 AND
 FE2523'5 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 FE2523'AND THE DISK IS STAMPED TIPTON 1958.
 FE2523'
 FE2523'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1668 ***********************************************************************
 GD1668  DESIGNATION -  TIPTONVILLE
 GD1668  PID         -  GD1668
 GD1668  STATE/COUNTY-  TN/LAKE
 GD1668  USGS QUAD   -  RIDGELY (1981)
 GD1668
 GD1668                         *CURRENT SURVEY CONTROL
 GD1668  ___________________________________________________________________
 GD1668* NAD 83(1995)-  36 22 21.30011(N)    089 27 56.90724(W)     ADJUSTED  
 GD1668* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 GD1668  ___________________________________________________________________
 GD1668  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GD1668  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1668
 GD1668  HORZ ORDER  -  THIRD
 GD1668
 GD1668.The horizontal coordinates were established by classical geodetic methods
 GD1668.and adjusted by the National Geodetic Survey in April 1999..
 GD1668
 GD1668.The orthometric height was scaled from a topographic map.
 GD1668
 GD1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1668
 GD1668.The geoid height was determined by GEOID03.
 GD1668
 GD1668;                    North         East     Units Scale Factor Converg.
 GD1668;SPC TN       -   231,763.288   289,053.859   MT  0.99999248   -2 01 44.5
 GD1668;SPC TN       -   760,376.72    948,337.54   sFT  0.99999248   -2 01 44.5
 GD1668;SPC MO E     -    60,328.404   342,801.337   MT  1.00003940   +0 36 48.1
 GD1668;UTM  16      - 4,028,098.532   278,792.260   MT  1.00020293   -1 27 46.4
 GD1668
 GD1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1668!SPC TN       -   0.99999032  x   0.99999248  =   0.99998280
 GD1668!SPC MO E     -   0.99999032  x   1.00003940  =   1.00002972
 GD1668!UTM  16      -   0.99999032  x   1.00020293  =   1.00019325
 GD1668
 GD1668|---------------------------------------------------------------------|
 GD1668| PID    Reference Object                     Distance      Geod. Az  |
 GD1668|                                                           dddmmss.s |
 GD1668| CG4410 TIPTONVILLE RM 1                     18.838 METERS 05656     |
 GD1668| GD1137 TIPTONVILLE AZ MK                   APPROX. 1.2 KM 1920145.2 |
 GD1668| GD1673 TIPTONVILLE W MUNICIPAL TANK        APPROX. 1.9 KM 2931519.0 |
 GD1668| GD1671 TIPTONVILLE FED COMP WHSE S TK      APPROX. 0.8 KM 3431544.6 |
 GD1668| GD1669 TIPTONVILLE E MUNICIPAL TANK        APPROX. 0.7 KM 3445203.6 |
 GD1668| GD1670 TIPTONVILLE FED COMP WHSE N TK      APPROX. 1.0 KM 3493251.5 |
 GD1668| CG4411 TIPTONVILLE RM 2                      9.883 METERS 35907     |
 GD1668|---------------------------------------------------------------------|
 GD1668
 GD1668                          SUPERSEDED SURVEY CONTROL
 GD1668
 GD1668  NAD 83(1995)-  36 22 21.30532(N)    089 27 56.90664(W) AD(       ) 3
 GD1668  NAD 83(1995)-  36 22 21.30779(N)    089 27 56.90834(W) AD(       ) 3
 GD1668  NAD 83(1986)-  36 22 21.31160(N)    089 27 56.90693(W) AD(       ) 3
 GD1668  NAD 27      -  36 22 21.07620(N)    089 27 56.64020(W) AD(       ) 3
 GD1668
 GD1668.Superseded values are not recommended for survey control.
 GD1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1668.See file dsdata.txt to determine how the superseded data were derived.
 GD1668
 GD1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7879228099(NAD 83)
 GD1668_MARKER: DS = TRIANGULATION STATION DISK
 GD1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1668
 GD1668  HISTORY     - Date     Condition        Report By
 GD1668  HISTORY     - 1959     MONUMENTED       CGS
 GD1668  HISTORY     - 1967     GOOD             CGS
 GD1668
 GD1668                          STATION DESCRIPTION
 GD1668
 GD1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1668'THE STATION IS ABOUT 10 MILES NORTHWEST OF HORNBEAK, 8 MILES NORTH
 GD1668'OF RIDGELY AND 0.5 MILE SOUTHEAST OF TIPTONVILLE ON THE PROPERTY OF
 GD1668'MRS. SUE MARKHAM.  IT IS 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD1668'OF AN IMPLEMENT SHED, 7 FEET EAST OF THE EAST EDGE OF A LARGE
 GD1668'DRAINAGE DITCH, AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 GD1668'MONUMENT IS FLUSH AND THE DISK IS STAMPED TIPTONVILLE 1959.
 GD1668'
 GD1668'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21, 22 AND
 GD1668'78 IN TIPTONVILLE, GO SOUTH ON HIGHWAY 78 FOR 0.1 MILE TO A GRAVELED
 GD1668'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.05
 GD1668'MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 GD1668'GRAVELED ROAD FOR 0.25 MILE TO THE EDGE OF FIELD AND THE
 GD1668'STATION ON THE RIGHT.
 GD1668'
 GD1668'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 21, 22,
 GD1668'AND 78 IN TIPTONVILLE, GO SOUTH ON HIGHWAY 78 FOR 1.1 MILES TO THE
 GD1668'MARK ON THE LEFT.
 GD1668'
 GD1668'REFERENCE MARK 1 IS 57 FEET EAST OF THE EAST EDGE OF THE DRAINAGE
 GD1668'DITCH, 3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE IMPLEMENT
 GD1668'SHED, AND 6 INCHES SOUTH OF THE SOUTH WALL OF THE IMPLEMENT SHED.
 GD1668'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TIPTONVILLE NO 1
 GD1668'1959.
 GD1668'
 GD1668'REFERENCE MARK 2 IS 37 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GD1668'IMPLEMENT SHED, 28 FEET NORTH OF THE WHITE WITNESS POST, AND 6 FEET
 GD1668'EAST OF THE EAST EDGE OF THE DRAINAGE DITCH.  THE MONUMENT IS FLUSH
 GD1668'AND THE DISK IS STAMPED TIPTONVILLE NO 2 1959.
 GD1668'
 GD1668'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GD1668'78, 1 FOOT NORTH OF A TELEPHONE POLE, AND 2 FEET NORTHEAST OF A
 GD1668'WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GD1668'STAMPED TIPTONVILLE 1959.
 GD1668'
 GD1668'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1668
 GD1668                          STATION RECOVERY (1967)
 GD1668
 GD1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1668'AFTER AN EXTENSIVE SEARCH WAS MADE, THE STATION AND ALL MARKS WERE
 GD1668'RECOVERED AND FOUND IN FAIR CONDITION.  ALL MARKS AT THE STATION
 GD1668'SITE HAVE BEEN SCARRED BY FARMING OPERATIONS BUT ARE VERY SOLID IN
 GD1668'THE GROUND.  ALL HORIZONTAL MEASUREMENTS BETWEEN THE STATION AND
 GD1668'THE REFERENCE MARKS AND THE MEASUREMENT BETWEEN THE REFERENCE
 GD1668'MARKS CHECKED THOSE MADE IN
 GD1668'1959 FLAT, AND THE HORIZONTAL ANGLES CHECKED WITHIN THE
 GD1668'REQUIRED LIMITS.
 GD1668'
 GD1668'THE TERRAIN AT THE STATION SITE HAS BEEN COMPLETELY CHANGED AND THE
 GD1668'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 GD1668'COMPLETE DESCRIPTION.
 GD1668'
 GD1668'THE STATION IS NOW ON THE PROPERTY OF MR. LIMAN BARKER ABOUT 10 MILES
 GD1668'NORTHWEST OF HORNBEAK, 8 MILES NORTH OF RIDGELY AND 0.5 OF A MILE
 GD1668'SOUTHEAST OF TIPTONVILLE.
 GD1668'
 GD1668'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES 78, 21 AND 22
 GD1668'AT THE EAST EDGE OF TIPTONVILLE, GO SOUTH ON STATE ROUTE 78 FOR 0.1
 GD1668'MILE TO A GRAVELED DRIVE ON THE LEFT, TURN LEFT ON THIS GRAVELED
 GD1668'DRIVE AND GO EAST ABOUT 200 FEET AND A TRACK ROAD ON THE RIGHT JUST
 GD1668'AFTER CROSSING A SMALL WOODEN BRIDGE OVER A DRAINAGE CANAL.  HERE
 GD1668'TURN RIGHT AND GO SOUTH ON THE TRACK ROAD ALONG THE EAST EDGE OF THE
 GD1668'DRAINAGE CANAL FOR 0.25 MILE TO A FRAME HOUSE ON THE LEFT AND THE
 GD1668'STATION BETWEEN A CULTIVATED FIELD AND THE DRAINAGE CANAL AS
 GD1668'DESCRIBED.
 GD1668'
 GD1668'THE STATION IS 173 FEET SOUTH OF A GUYED UTILITY POLE, 94.6 FEET
 GD1668'SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 6 FEET EAST OF
 GD1668'THE EAST BANK OF THE DRAINAGE CANAL, AND 1.0 FOOT NORTH OF A METAL
 GD1668'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1668'11-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1668'TIPTONVILLE 1959.
 GD1668'
 GD1668'REFERENCE MARK NO. 1 IS LOCATED IN AN OPEN AREA IN THE CULTIVATED
 GD1668'FIELD, 70.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FRAME HOUSE,
 GD1668'62.3 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN, AND 61.3
 GD1668'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE.
 GD1668'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH,
 GD1668'CONCRETE MONUMENT AND THE DISK IS STAMPED TIPTONVILLE NO 1
 GD1668'1959.
 GD1668'
 GD1668'REFERENCE MARK NO. 2 IS LOCATED IN A NARROW STRIP BETWEEN THE EDGE
 GD1668'OF A CULTIVATED FIELD AND A DRAINAGE CANAL, 139.5 FEET SOUTH OF A
 GD1668'GUYED UTILITY POLE, 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD1668'THE FRAME HOUSE, 33.5 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 GD1668'AND 6 FEET EAST OF THE EAST EDGE OF THE DRAINAGE CANAL.  IT IS A
 GD1668'STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH,
 GD1668'CONCRETE MONUMENT AND THE DISK IS STAMPED TIPTONVILLE NO 2 1959.
 GD1668'
 GD1668'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1668'REFERENCE MARK NO. 2 IS 52.31 FEET - 15.945 METERS.
 GD1668'
 GD1668'THE AZIMUTH IS ALONG THE EAST RIGHT-OF-WAY OF STATE ROUTE 78 AND
 GD1668'DIRECTLY ACROSS THE HIGHWAY EAST OF MOST SOUTHERLY OF THREE HOUSES
 GD1668'WEST OF A RAILROAD TRACK.  IT IS 94 FEET EAST-NORTHEAST OF THE
 GD1668'APPROXIMATE CENTER OF A RAILROAD CROSSING, 27 FEET EAST OF THE
 GD1668'APPROXIMATE CENTER OF STATE ROUTE 78, 1.5 FEET NORTH OF TELEPHONE
 GD1668'POLE NO. 30, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GD1668'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH,
 GD1668'CONCRETE MONUMENT AND THE DISK IS STAMPED TIPTONVILLE
 GD1668'1959.
 GD1668'
 GD1668'TO REACH THE AZIMUTH MARK FROM THE JUNCTIONS OF STATE ROUTES 78, 21
 GD1668'AND 22 AT THE EAST EDGE OF TIPTONVILLE, GO SOUTH ON STATE ROUTE 78
 GD1668'FOR 1.1 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9675 ***********************************************************************
 DE9675  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9675  DESIGNATION -  TIPTONVILLE
 DE9675  PID         -  DE9675
 DE9675  STATE/COUNTY-  TN/LAKE
 DE9675  USGS QUAD   -  MOORING (1983)
 DE9675
 DE9675                         *CURRENT SURVEY CONTROL
 DE9675  ___________________________________________________________________
 DE9675* NAD 83(1995)-  36 20 26.79657(N)    089 30 56.19263(W)     ADJUSTED  
 DE9675* NAVD 88     -        88.25   (meters)     289.5    (feet)  GPS OBS   
 DE9675  ___________________________________________________________________
 DE9675  X           -      43,485.690 (meters)                     COMP
 DE9675  Y           -  -5,143,546.179 (meters)                     COMP
 DE9675  Z           -   3,758,752.476 (meters)                     COMP
 DE9675  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DE9675  ELLIP HEIGHT-          59.82  (meters)          (01/24/03) GPS OBS
 DE9675  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DE9675
 DE9675  HORZ ORDER  -  FIRST
 DE9675  ELLP ORDER  -  SECOND    CLASS II
 DE9675
 DE9675.The horizontal coordinates were established by GPS observations
 DE9675.and adjusted by the National Geodetic Survey in January 2003..
 DE9675
 DE9675.The orthometric height was determined by GPS observations and a
 DE9675.high-resolution geoid model using precise GPS observation and
 DE9675.processing techniques.
 DE9675
 DE9675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9675
 DE9675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9675
 DE9675.The ellipsoidal height was determined by GPS observations
 DE9675.and is referenced to NAD 83.
 DE9675
 DE9675.The geoid height was determined by GEOID03.
 DE9675
 DE9675;                    North         East     Units Scale Factor Converg.
 DE9675;SPC TN       -   228,395.534   284,460.909   MT  0.99998742   -2 03 29.4
 DE9675;SPC TN       -   749,327.68    933,268.83   sFT  0.99998742   -2 03 29.4
 DE9675;UTM  16      - 4,024,684.763   274,231.802   MT  1.00022806   -1 29 28.8
 DE9675
 DE9675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9675!SPC TN       -   0.99999061  x   0.99998742  =   0.99997803
 DE9675!UTM  16      -   0.99999061  x   1.00022806  =   1.00021867
 DE9675
 DE9675                          SUPERSEDED SURVEY CONTROL
 DE9675
 DE9675.No superseded survey control is available for this station.
 DE9675
 DE9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7423224685(NAD 83)
 DE9675_MARKER: F = FLANGE-ENCASED ROD
 DE9675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9675+WITH SETTING: INFORMATION.
 DE9675_STAMPING: TIPTONVILLE GAGE REF. 2001
 DE9675_MARK LOGO: USACE 
 DE9675_PROJECTION: RECESSED 10 CENTIMETERS
 DE9675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9675+STABILITY: SURFACE MOTION
 DE9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9675+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DE9675_ROD/PIPE-DEPTH: 2.1  meters
 DE9675
 DE9675  HISTORY     - Date     Condition        Report By
 DE9675  HISTORY     - 20010606 MONUMENTED       USACE
 DE9675  HISTORY     - 20011009 GOOD             3001
 DE9675  HISTORY     - 20030709 GOOD             EMCINC
 DE9675
 DE9675                          STATION DESCRIPTION
 DE9675
 DE9675'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9675'THE STATION IS LOCATED IN LAKE COUNTY, TN, 3.6 MILES SOUTHWEST OF
 DE9675'TIPTONVILLE, TN.  2.45
 DE9675'MILES NORTHWEST OF WYNNEBURG, TN.  5.5. MILES NORTHWEST OF RIDGELY,
 DE9675'TN.
 DE9675' 
 DE9675'TO REACH THE STATION FROM THE TENNESSEE DEPARTMENT OF TRANSPORTATION
 DE9675'COUNTY
 DE9675'MAINTAINENCE OFFICE ON THE SOUTH SIDE OF WYNNEBURG, TN, PROCEED NORTH
 DE9675'ALONG HWY 78
 DE9675'FOR 1.35 MILES TO THE INTERSECTION OF UPPER WYNNEBURG ROAD ON THE
 DE9675'LEFT.  TURN LEFT
 DE9675'(WEST) AND PROCEED 2.4 MILES TO THE TOP OF THE LAKE COUNTY-DYER COUNTY
 DE9675'LEVEE.  CONTINUE
 DE9675'WEST ALONG GRAVEL ROAD LEADING TO THE GRAINERY FOR 0.1 MILES TO THE
 DE9675'MARK ON THE RIGHT.
 DE9675' 
 DE9675'THE STATION IS A USACE CAP ON A 7-FOOT ROD, 0.3 FEET BELOW THE SURFACE
 DE9675'OF THE GROUND.  2
 DE9675'FEET EAST OF A CARSONITE WITNESS POST.  4 FEET EAST OF IRON GATE POST.
 DE9675'2 FEET SOUTH OF
 DE9675'TOP ROAD FILL.  19 FEET NORTH OF CENTERLINE OF GRAVEL ROAD.  CAP IS
 DE9675'STAMPED TIPTONVILLE
 DE9675'GAGE REF 2001.
 DE9675' 
 DE9675'
 DE9675
 DE9675                          STATION RECOVERY (2003)
 DE9675
 DE9675'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9675'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1137 ***********************************************************************
 GD1137  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1137  DESIGNATION -  TIPTONVILLE AZ MK
 GD1137  PID         -  GD1137
 GD1137  STATE/COUNTY-  TN/LAKE
 GD1137  USGS QUAD   -  RIDGELY (1981)
 GD1137
 GD1137                         *CURRENT SURVEY CONTROL
 GD1137  ___________________________________________________________________
 GD1137* NAD 83(1995)-  36 21 43.03399(N)    089 28 06.98887(W)     ADJUSTED  
 GD1137* NAVD 88     -        87.70   (meters)     287.7    (feet)  GPS OBS   
 GD1137  ___________________________________________________________________
 GD1137  X           -      47,692.122 (meters)                     COMP
 GD1137  Y           -  -5,142,115.513 (meters)                     COMP
 GD1137  Z           -   3,760,644.802 (meters)                     COMP
 GD1137  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GD1137  ELLIP HEIGHT-          59.29  (meters)          (05/31/05) GPS OBS
 GD1137  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1137  DYNAMIC HT  -          87.63  (meters)     287.5   (feet)  COMP
 GD1137  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GD1137
 GD1137  HORZ ORDER  -  FIRST
 GD1137  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1137  ELLP ORDER  -  FOURTH    CLASS II
 GD1137
 GD1137.The horizontal coordinates were established by GPS observations
 GD1137.and adjusted by the National Geodetic Survey in May 2005..
 GD1137
 GD1137.The orthometric height was determined by GPS observations and a
 GD1137.high-resolution geoid model using precise GPS observation and
 GD1137.processing techniques. It supersedes the leveled height previously
 GD1137.determined for this station.
 GD1137.The vertical order pertains to the first NAVD 88 superseded value.
 GD1137
 GD1137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1137
 GD1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1137
 GD1137.The ellipsoidal height was determined by GPS observations
 GD1137.and is referenced to NAD 83.
 GD1137
 GD1137.The geoid height was determined by GEOID03.
 GD1137
 GD1137.The dynamic height is computed by dividing the NAVD 88
 GD1137.geopotential number by the normal gravity value computed on the
 GD1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1137.degrees latitude (g = 980.6199 gals.).
 GD1137
 GD1137.The modeled gravity was interpolated from observed gravity values.
 GD1137
 GD1137;                    North         East     Units Scale Factor Converg.
 GD1137;SPC TN       -   230,593.431   288,760.918   MT  0.99999075   -2 01 50.4
 GD1137;SPC TN       -   756,538.61    947,376.45   sFT  0.99999075   -2 01 50.4
 GD1137;UTM  16      - 4,026,925.588   278,510.836   MT  1.00020447   -1 27 51.1
 GD1137
 GD1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1137!SPC TN       -   0.99999069  x   0.99999075  =   0.99998145
 GD1137!UTM  16      -   0.99999069  x   1.00020447  =   1.00019516
 GD1137
 GD1137                          SUPERSEDED SURVEY CONTROL
 GD1137
 GD1137  NAVD 88 (06/15/91)   87.680  (m)          287.66   (f) ADJUSTED    1 1
 GD1137  NGVD 29 (??/??/??)   87.607  (m)          287.42   (f) ADJUSTED    1 1
 GD1137
 GD1137.Superseded values are not recommended for survey control.
 GD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1137.See file dsdata.txt to determine how the superseded data were derived.
 GD1137
 GD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7851126926(NAD 83)
 GD1137_MARKER: DZ = AZIMUTH MARK DISK
 GD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1137_STAMPING: TIPTONVILLE 1959
 GD1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1137+STABILITY: SURFACE MOTION
 GD1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1137+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1137
 GD1137  HISTORY     - Date     Condition        Report By
 GD1137  HISTORY     - 1959     MONUMENTED       CGS
 GD1137  HISTORY     - 1974     GOOD             NGS
 GD1137  HISTORY     - 20020802 GOOD             USACE
 GD1137  HISTORY     - 20030709 GOOD             EMCINC
 GD1137
 GD1137                          STATION DESCRIPTION
 GD1137
 GD1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1137'1.05 MI S FROM TIPTONVILLE.
 GD1137'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1137'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, 27 FEET EAST OF THE
 GD1137'CENTER LINE OF STATE HIGHWAY 78, 129.6 FEET SOUTHEAST OF AND ACROSS
 GD1137'HIGHWAY FROM E 60, 1.1 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 30,
 GD1137'0.9 FOOT WEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 GD1137'POST THAT IS FLUSH WITH THE GROUND.
 GD1137
 GD1137                          STATION RECOVERY (2002)
 GD1137
 GD1137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1137'RECOVERED IN GOOD CONDITION.
 GD1137
 GD1137                          STATION RECOVERY (2003)
 GD1137
 GD1137'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1137'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1670 ***********************************************************************
 GD1670  DESIGNATION -  TIPTONVILLE FED COMP WHSE N TK
 GD1670  PID         -  GD1670
 GD1670  STATE/COUNTY-  TN/LAKE
 GD1670  USGS QUAD   -  TIPTONVILLE (1981)
 GD1670
 GD1670                         *CURRENT SURVEY CONTROL
 GD1670  ___________________________________________________________________
 GD1670* NAD 83(1995)-  36 22 53.33870(N)    089 28 04.21672(W)     ADJUSTED  
 GD1670* NAVD 88     -                                                        
 GD1670  ___________________________________________________________________
 GD1670  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GD1670  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1670
 GD1670  HORZ ORDER  -  THIRD
 GD1670
 GD1670.The horizontal coordinates were established by classical geodetic methods
 GD1670.and adjusted by the National Geodetic Survey in April 1999..
 GD1670
 GD1670
 GD1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1670
 GD1670.The geoid height was determined by GEOID03.
 GD1670
 GD1670;                    North         East     Units Scale Factor Converg.
 GD1670;SPC TN       -   232,756.668   288,906.756   MT  0.99999395   -2 01 48.8
 GD1670;SPC TN       -   763,635.83    947,854.92   sFT  0.99999395   -2 01 48.8
 GD1670;SPC MO E     -    61,313.992   342,608.584   MT  1.00003896   +0 36 44.2
 GD1670;UTM  16      - 4,029,090.619   278,635.319   MT  1.00020379   -1 27 51.9
 GD1670
 GD1670                          SUPERSEDED SURVEY CONTROL
 GD1670
 GD1670  NAD 83(1995)-  36 22 53.34404(N)    089 28 04.21608(W) AD(       ) 4
 GD1670  NAD 83(1995)-  36 22 53.34667(N)    089 28 04.21782(W) AD(       ) 4
 GD1670  NAD 83(1986)-  36 22 53.35020(N)    089 28 04.21643(W) AD(       ) 4
 GD1670  NAD 27      -  36 22 53.11300(N)    089 28 03.94900(W) AD(       ) 3
 GD1670
 GD1670.Superseded values are not recommended for survey control.
 GD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1670.See file dsdata.txt to determine how the superseded data were derived.
 GD1670
 GD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7863529091(NAD 83)
 GD1670_MARKER: 53 = ELEVATED TANK
 GD1670
 GD1670  HISTORY     - Date     Condition        Report By
 GD1670  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1670  HISTORY     - 1967     GOOD             CGS
 GD1670
 GD1670                          STATION DESCRIPTION
 GD1670
 GD1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1670'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE TWO WATER TANKS OF
 GD1670'THE FEDERAL COMPRESS AND WAREHOUSE COMPANY LOCATED WEST OF THE
 GD1670'JUNCTION OF STATE HIGHWAYS 78, 21 AND 22 IN THE EAST SECTION OF TOWN.
 GD1670'THE TANKS ARE STEEL, SUPPORTED BY FOUR LEGGED STEEL STRUCTURES AND
 GD1670'ARE PAINTED SILVER.  THEY ARE 125 FEET HIGH.  THE SOUTH TANK HAS
 GD1670'THE NAME FEDERAL COMPRESS PAINTED ON ONE SIDE IN BLACK LETTERS.
 GD1670
 GD1670                          STATION RECOVERY (1967)
 GD1670
 GD1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1670'THE STATION IS LOCATED ABOUT 0.25 MILE NORTHWEST OF THE JUNCTION OF
 GD1670'STATE ROUTES 78, 21 AND 22 AT THE EAST EDGE OF TIPTONVILLE AND IN AN
 GD1670'OPEN AREA JUST NORTH OF THE FEDERAL COMPRESS AND WAREHOUSE COMPLEX.
 GD1670'IT IS 0.1 MILE WEST OF STATE ROUTE 78, 180 FEET NORTHWEST OF THE
 GD1670'NORTHWEST CORNER OF A LARGE WAREHOUSE PAINTED RED, 125 FEET
 GD1670'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE LOADING
 GD1670'DOCK IN FRONT OF AN ABANDONED CONCRETE BLOCK BUILDING, AND 42 FEET
 GD1670'SOUTH OF THE APPROXIMATE CENTER OF A PAVED DRIVEWAY.  IT IS A FOUR
 GD1670'LEGGED, TUBULAR STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 GD1670'A DOMED ROOF WHICH HAS A SMALL, LOW, VENT COVER PROTRUDING FROM THE
 GD1670'TOP AND CENTER OF THE DOMED ROOF, IS PAINTED SILVER, AND HAS AN
 GD1670'OVER-ALL HEIGHT OF 120 FEET.  THE POINT INTERSECTED WAS THE VENT
 GD1670'COVER AT THE TOP AND CENTER OF THE ROOF.  IT WAS NOTED THAT THE
 GD1670'RISER PIPE OF THIS TANK IS NOT PLUMB AND THE TANK MAY BE SETTLING
 GD1670'SOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1671 ***********************************************************************
 GD1671  DESIGNATION -  TIPTONVILLE FED COMP WHSE S TK
 GD1671  PID         -  GD1671
 GD1671  STATE/COUNTY-  TN/LAKE
 GD1671  USGS QUAD   -  TIPTONVILLE (1981)
 GD1671
 GD1671                         *CURRENT SURVEY CONTROL
 GD1671  ___________________________________________________________________
 GD1671* NAD 83(1995)-  36 22 45.84475(N)    089 28 06.03550(W)     ADJUSTED  
 GD1671* NAVD 88     -                                                        
 GD1671  ___________________________________________________________________
 GD1671  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GD1671  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1671
 GD1671  HORZ ORDER  -  THIRD
 GD1671
 GD1671.The horizontal coordinates were established by classical geodetic methods
 GD1671.and adjusted by the National Geodetic Survey in April 1999..
 GD1671
 GD1671
 GD1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1671
 GD1671.The geoid height was determined by GEOID03.
 GD1671
 GD1671;                    North         East     Units Scale Factor Converg.
 GD1671;SPC TN       -   232,527.428   288,853.268   MT  0.99999360   -2 01 49.8
 GD1671;SPC TN       -   762,883.74    947,679.43   sFT  0.99999360   -2 01 49.8
 GD1671;SPC MO E     -    61,082.519   342,565.720   MT  1.00003887   +0 36 43.0
 GD1671;UTM  16      - 4,028,860.813   278,584.087   MT  1.00020407   -1 27 52.7
 GD1671
 GD1671                          SUPERSEDED SURVEY CONTROL
 GD1671
 GD1671  NAD 83(1995)-  36 22 45.85007(N)    089 28 06.03488(W) AD(       ) 4
 GD1671  NAD 83(1995)-  36 22 45.85267(N)    089 28 06.03664(W) AD(       ) 4
 GD1671  NAD 83(1986)-  36 22 45.85624(N)    089 28 06.03520(W) AD(       ) 4
 GD1671  NAD 27      -  36 22 45.62000(N)    089 28 05.76700(W) AD(       ) 3
 GD1671
 GD1671.Superseded values are not recommended for survey control.
 GD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1671.See file dsdata.txt to determine how the superseded data were derived.
 GD1671
 GD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7858428861(NAD 83)
 GD1671_MARKER: 53 = ELEVATED TANK
 GD1671
 GD1671  HISTORY     - Date     Condition        Report By
 GD1671  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1671  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GD1671
 GD1671                          STATION DESCRIPTION
 GD1671
 GD1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1671'THE STATION IS LOCATED JUST WEST OF THE JUNCTION OF STATE ROUTES 78,
 GD1671'21 AND 22 AT THE EAST EDGE OF TIPTONVILLE AND AT THE FEDERAL
 GD1671'COMPRESS AND WAREHOUSE COMPLEX.  IT IS 80 FEET WEST-NORTHWEST OF THE
 GD1671'EDGE OF A LARGE CONCRETE RESERVOIR, 33 FEET SOUTH OF THE SOUTH END
 GD1671'OF A CONCRETE LOADING DOCK AND 24.5 FEET EAST OF THE EAST RAIL OF A
 GD1671'RAILROAD SIDING. IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 GD1671'TANK PROPER, WHICH IS TALL AND SLENDER WITH A VERY PEAKED CONICAL
 GD1671'ROOF WITH A BALL FINIAL AT THE APEX, IS PAINTED SILVER WITH THE
 GD1671'LEGEND FEDERAL COMPRESS IN BLACK LETTERS ON THE NORTH AND SOUTH
 GD1671'SIDES OF THE TANK, AND HAS AN OVER-ALL HEIGHT OF 125 FEET.  THE
 GD1671'POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1672 ***********************************************************************
 GD1672  DESIGNATION -  TIPTONVILLE SILVER STACK
 GD1672  PID         -  GD1672
 GD1672  STATE/COUNTY-  TN/LAKE
 GD1672  USGS QUAD   -  TIPTONVILLE (1981)
 GD1672
 GD1672                         *CURRENT SURVEY CONTROL
 GD1672  ___________________________________________________________________
 GD1672* NAD 83(1995)-  36 22 34.22286(N)    089 28 09.02646(W)     ADJUSTED  
 GD1672* NAVD 88     -                                                        
 GD1672  ___________________________________________________________________
 GD1672  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GD1672  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1672
 GD1672  HORZ ORDER  -  THIRD
 GD1672
 GD1672.The horizontal coordinates were established by classical geodetic methods
 GD1672.and adjusted by the National Geodetic Survey in April 1999..
 GD1672
 GD1672
 GD1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1672
 GD1672.The geoid height was determined by GEOID03.
 GD1672
 GD1672;                    North         East     Units Scale Factor Converg.
 GD1672;SPC TN       -   232,172.065   288,766.070   MT  0.99999307   -2 01 51.6
 GD1672;SPC TN       -   761,717.85    947,393.35   sFT  0.99999307   -2 01 51.6
 GD1672;SPC MO E     -    60,723.498   342,494.995   MT  1.00003871   +0 36 41.1
 GD1672;UTM  16      - 4,028,504.532   278,500.385   MT  1.00020452   -1 27 54.1
 GD1672
 GD1672                          SUPERSEDED SURVEY CONTROL
 GD1672
 GD1672  NAD 83(1995)-  36 22 34.22836(N)    089 28 09.02432(W) AD(       ) 4
 GD1672  NAD 83(1995)-  36 22 34.23057(N)    089 28 09.02179(W) AD(       ) 4
 GD1672  NAD 83(1986)-  36 22 34.23344(N)    089 28 09.02415(W) AD(       ) 4
 GD1672  NAD 27      -  36 22 34.00200(N)    089 28 08.75500(W) AD(       ) 3
 GD1672
 GD1672.Superseded values are not recommended for survey control.
 GD1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1672.See file dsdata.txt to determine how the superseded data were derived.
 GD1672
 GD1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7850028505(NAD 83)
 GD1672_MARKER: 63 = STACK
 GD1672
 GD1672  HISTORY     - Date     Condition        Report By
 GD1672  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1672  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GD1672
 GD1672                          STATION DESCRIPTION
 GD1672
 GD1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1672'THIS STACK WAS TORN DOWN MANY YEARS AGO WHEN THE NEW PLANTERS OIL
 GD1672'MILL WAS BUILT AFTER THE OLD PLANT BURNED DOWN.  THIS POSITION SHOULD
 GD1672'BE REMOVED FROM ALL COAST AND GEODETIC SURVEY FILES.
 GD1672'
 GD1672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT TIPTONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1673 ***********************************************************************
 GD1673  DESIGNATION -  TIPTONVILLE W MUNICIPAL TANK
 GD1673  PID         -  GD1673
 GD1673  STATE/COUNTY-  TN/LAKE
 GD1673  USGS QUAD   -  TIPTONVILLE (1981)
 GD1673
 GD1673                         *CURRENT SURVEY CONTROL
 GD1673  ___________________________________________________________________
 GD1673* NAD 83(1995)-  36 22 45.04922(N)    089 29 05.26532(W)     ADJUSTED  
 GD1673* NAVD 88     -                                                        
 GD1673  ___________________________________________________________________
 GD1673  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GD1673  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1673
 GD1673  HORZ ORDER  -  THIRD
 GD1673
 GD1673.The horizontal coordinates were established by classical geodetic methods
 GD1673.and adjusted by the National Geodetic Survey in April 1999..
 GD1673
 GD1673
 GD1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1673
 GD1673.The geoid height was determined by GEOID03.
 GD1673
 GD1673;                    North         East     Units Scale Factor Converg.
 GD1673;SPC TN       -   232,555.354   287,377.035   MT  0.99999357   -2 02 24.5
 GD1673;SPC TN       -   762,975.36    942,836.16   sFT  0.99999357   -2 02 24.5
 GD1673;UTM  16      - 4,028,874.163   277,107.334   MT  1.00021215   -1 28 27.9
 GD1673
 GD1673                          SUPERSEDED SURVEY CONTROL
 GD1673
 GD1673  NAD 83(1995)-  36 22 45.05459(N)    089 29 05.26484(W) AD(       ) 4
 GD1673  NAD 83(1995)-  36 22 45.05710(N)    089 29 05.26687(W) AD(       ) 4
 GD1673  NAD 83(1986)-  36 22 45.06072(N)    089 29 05.26509(W) AD(       ) 4
 GD1673  NAD 27      -  36 22 44.82600(N)    089 29 04.99400(W) AD(       ) 3
 GD1673
 GD1673.Superseded values are not recommended for survey control.
 GD1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1673.See file dsdata.txt to determine how the superseded data were derived.
 GD1673
 GD1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7710728874(NAD 83)
 GD1673_MARKER: 53 = ELEVATED TANK
 GD1673
 GD1673  HISTORY     - Date     Condition        Report By
 GD1673  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1673  HISTORY     - 1967     GOOD             CGS
 GD1673
 GD1673                          STATION DESCRIPTION
 GD1673
 GD1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1673'THE STATION IS THE CENTER OF THE TOP OF THE WEST ONE OF TWO MUNICIPAL
 GD1673'WATER TANKS LOCATED ABOUT 1/2 BLOCK NORTH OF THE MAIN BUSINESS
 GD1673'DISTRICT.  IT IS A STEEL TANK SUPPORTED BY A FOUR LEGGED STEEL
 GD1673'STRUCTURE AND IS PAINTED SILVER WITH THE NAME TIPTONVILLE TENN
 GD1673'PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.  THE
 GD1673'HEIGHT IS 130 FEET.
 GD1673
 GD1673                          STATION RECOVERY (1967)
 GD1673
 GD1673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1673'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1673'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1673'DESCRIPTION.
 GD1673'
 GD1673'THE STATION IS LOCATED JUST NORTH OF THE MAIN BUSINESS DISTRICT IN
 GD1673'TIPTONVILLE IN AN OPEN LOT BORDERED BY LAKE STREET ON THE NORTH, A
 GD1673'PAVED ALLEY ON THE SOUTH, COURT STREET ON THE EAST, AND NORTH MAIN
 GD1673'STREET ON THE WEST.  IT IS A FIVE LEGGED TUBULAR STEEL STRUCTURE
 GD1673'SUPPORTING A LARGE ELLIPSOIDAL TANK WITH A SMALL ROUND VENT COVER
 GD1673'PROJECTING AT THE TOP AND CENTER OF THE TANK, IS PAINTED SILVER
 GD1673'WITH THE LEGEND TIPTONVILLE TENN PAINTED IN BLACK LETTERS ON THE
 GD1673'NORTH AND SOUTH SIDES, AND HAS AN OVER-ALL HEIGHT OF 130 FEET.  THE
 GD1673'POINT INTERSECTED WAS THE VENT COVER AT THE TOP AND CENTER OF
 GD1673'THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2528 ***********************************************************************
 GB2528  DESIGNATION -  TITUS
 GB2528  PID         -  GB2528
 GB2528  STATE/COUNTY-  TN/CAMPBELL
 GB2528  USGS QUAD   -  JACKSBORO (1991)
 GB2528
 GB2528                         *CURRENT SURVEY CONTROL
 GB2528  ___________________________________________________________________
 GB2528* NAD 83(1995)-  36 21 56.70046(N)    084 13 46.10045(W)     ADJUSTED  
 GB2528* NAVD 88     -       566.6    (meters)    1859.     (feet)  VERTCON   
 GB2528  ___________________________________________________________________
 GB2528  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 GB2528  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB2528
 GB2528  HORZ ORDER  -  SECOND
 GB2528
 GB2528.The horizontal coordinates were established by classical geodetic methods
 GB2528.and adjusted by the National Geodetic Survey in April 1999..
 GB2528
 GB2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2528
 GB2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2528
 GB2528.The geoid height was determined by GEOID03.
 GB2528
 GB2528;                    North         East     Units Scale Factor Converg.
 GB2528;SPC TN       -   226,935.928   758,886.875   MT  0.99999137   +1 02 11.5
 GB2528;SPC TN       -   744,538.96  2,489,781.36   sFT  0.99999137   +1 02 11.5
 GB2528;UTM  16      - 4,028,081.792   748,571.975   MT  1.00036135   +1 38 36.9
 GB2528
 GB2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2528!SPC TN       -   0.99991573  x   0.99999137  =   0.99990710
 GB2528!UTM  16      -   0.99991573  x   1.00036135  =   1.00027705
 GB2528
 GB2528:                Primary Azimuth Mark                     Grid Az
 GB2528:SPC TN       -  TITUS AZ MK                              141 01 27.3
 GB2528:UTM  16      -  TITUS AZ MK                              140 25 01.9
 GB2528
 GB2528|---------------------------------------------------------------------|
 GB2528| PID    Reference Object                     Distance      Geod. Az  |
 GB2528|                                                           dddmmss.s |
 GB2528| DC2587 TITUS AZ MK                                        1420338.8 |
 GB2528| DC2588 TITUS RM 1                            9.595 METERS 21928     |
 GB2528| DC2589 TITUS RM 2                            7.363 METERS 32720     |
 GB2528|---------------------------------------------------------------------|
 GB2528
 GB2528                          SUPERSEDED SURVEY CONTROL
 GB2528
 GB2528  NAD 83(1995)-  36 21 56.70210(N)    084 13 46.10356(W) AD(       ) 2
 GB2528  NAD 83(1995)-  36 21 56.70816(N)    084 13 46.10556(W) AD(       ) 2
 GB2528  NAD 83(1986)-  36 21 56.71070(N)    084 13 46.10214(W) AD(       ) 2
 GB2528  NAD 27      -  36 21 56.41720(N)    084 13 46.36060(W) AD(       ) 2
 GB2528  NGVD 29 (07/19/86)  566.7    (m)         1859.     (f) VERT ANG       
 GB2528
 GB2528.Superseded values are not recommended for survey control.
 GB2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2528.See file dsdata.txt to determine how the superseded data were derived.
 GB2528
 GB2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4857228082(NAD 83)
 GB2528_MARKER: DS = TRIANGULATION STATION DISK
 GB2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2528
 GB2528  HISTORY     - Date     Condition        Report By
 GB2528  HISTORY     - 1961     MONUMENTED       CGS
 GB2528  HISTORY     - 1973     SEE DESCRIPTION  TVA
 GB2528
 GB2528                          STATION DESCRIPTION
 GB2528
 GB2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (PLC)
 GB2528'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CARYVILLE, ABOUT 3
 GB2528'1/2 MILES NORTHWEST OF
 GB2528'JACKSBORO ON LITTLE CUMBERLAND MOUNTAIN AND ON THE
 GB2528'RIGHT-OF-WAY OF A POWER LINE.
 GB2528'
 GB2528'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2528'HIGHWAY 63 EAST OF
 GB2528'CARYVILLE, GO NORTHWEST ON STATE HIGHWAY 63 FOR 7.75 MILES
 GB2528'TO A SIDE ROAD RIGHT, JUST
 GB2528'BEFORE REACHING A ONE LANE BRIDGE, TURN
 GB2528'RIGHT, NORTH, 0.4 MILE TO A T ROAD, TURN
 GB2528'RIGHT, EAST, FOR 1.15 MILES
 GB2528'TO A FORK, TAKE LEFT FORK, NORTH, FOR 3.8 MILES TO A SIDE
 GB2528'ROAD LEFT AT A
 GB2528'STRIP MINE, TURN LEFT, NORTH, FOR 0.2 MILE TO A POWER LINE AND
 GB2528'THE STATION.
 GB2528'
 GB2528'STATION MARK IS 19 FEET NORTH OF THE MOST NORTHERLY OF TWO HIGH LINE
 GB2528'POLES, 10 FEET SOUTHEAST OF
 GB2528'THE CENTER OF A TRACK ROAD AND 2.5 FEET SOUTHWEST
 GB2528'OF A WITNESS SIGN.  THE MARK IS A
 GB2528'STANDARD TRAVERSE DISK SET IN A
 GB2528'CONCRETE POST, SET FLUSH, AND IS STAMPED TITUS 1961.
 GB2528'
 GB2528'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF THE CENTER OF A TRACK
 GB2528'ROAD AND 4 FEET NORTH OF
 GB2528'THE MOST SOUTHERLY OF TWO HIGH LINE POLES.  THE MARK IS
 GB2528'A STANDARD DISK SET IN A
 GB2528'CONCRETE POST, SET FLUSH, AND IS STAMPED
 GB2528'TITUS NO 1 1961.
 GB2528'
 GB2528'REFERENCE MARK NO. 2 IS 14 FEET NORTHWEST OF THE CENTER OF A TRACK
 GB2528'ROAD.  THE MARK IS A
 GB2528'STANDARD DISK SET IN A CONCRETE P ST, SET PLUSH, AND IS
 GB2528'STAMPED TITUS NO 2 1961.
 GB2528'
 GB2528'AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 16
 GB2528'FEET SOUTHWEST OF THE
 GB2528'CENTER OF A GRAVELED ROAD AND 2.5 FEET NORTHWEST OF
 GB2528'A WITNESS SIGN.  THE MARK IS A
 GB2528'STANDARD DISK SET IN A CONCRETE POST,
 GB2528'SET FLUSH, AND IS STAMPED TITUS 1961.
 GB2528'
 GB2528'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT A STRIP MINE, GO
 GB2528'NORTHWEST FOR 0.35 MILE TO
 GB2528'THE MARK ON THE LEFT.
 GB2528'
 GB2528'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 GB2528
 GB2528                          STATION RECOVERY (1973)
 GB2528
 GB2528'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB2528'TITUS DESTROYED.
 GB2528'
 GB2528'ABOUT 2.5 FEET OF MONUMENT FOUND OUT OF GROUND.  UNDERGROUND MARK
 GB2528'POSSIBLY OK.
 GB2528'
 GB2528'REFS. OK. TITUS AZ MK NOT FOUND.  DOZER WORK IN THIS AREA.
 GB2528'
 GB2528'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.5 MILES NORTH OF
 GB2528'CARYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4583 ***********************************************************************
 AJ4583  DESIGNATION -  TN POK 1
 AJ4583  PID         -  AJ4583
 AJ4583  STATE/COUNTY-  TN/POLK
 AJ4583  USGS QUAD   -  ISABELLA (1978)
 AJ4583
 AJ4583                         *CURRENT SURVEY CONTROL
 AJ4583  ___________________________________________________________________
 AJ4583* NAD 83(1986)-  35 06 24.     (N)    084 20 54.     (W)     SCALED    
 AJ4583* NAVD 88     -       480.803  (meters)    1577.43   (feet)  ADJUSTED  
 AJ4583  ___________________________________________________________________
 AJ4583  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AJ4583  DYNAMIC HT  -         480.315 (meters)    1575.83  (feet)  COMP
 AJ4583  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 AJ4583
 AJ4583  VERT ORDER  -  SECOND    CLASS II
 AJ4583
 AJ4583.The horizontal coordinates were scaled from a topographic map and have
 AJ4583.an estimated accuracy of +/- 6 seconds.
 AJ4583
 AJ4583.The orthometric height was determined by differential leveling
 AJ4583.and adjusted by the National Geodetic Survey in January 2005..
 AJ4583
 AJ4583.The geoid height was determined by GEOID03.
 AJ4583
 AJ4583.The dynamic height is computed by dividing the NAVD 88
 AJ4583.geopotential number by the normal gravity value computed on the
 AJ4583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4583.degrees latitude (g = 980.6199 gals.).
 AJ4583
 AJ4583.The modeled gravity was interpolated from observed gravity values.
 AJ4583
 AJ4583;                    North         East    Units  Estimated Accuracy
 AJ4583;SPC TN       -    87,070.      750,580.      MT  (+/- 180 meters Scaled)
 AJ4583
 AJ4583                          SUPERSEDED SURVEY CONTROL
 AJ4583
 AJ4583.No superseded survey control is available for this station.
 AJ4583
 AJ4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD416880(NAD 83)
 AJ4583_MARKER: DB = BENCH MARK DISK
 AJ4583_SETTING: 66 = SET IN ROCK OUTCROP
 AJ4583_STAMPING: TN POK 1 2000
 AJ4583_MARK LOGO: NCGS  
 AJ4583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4583+STABILITY: POSITION/ELEVATION WELL
 AJ4583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4583+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 AJ4583
 AJ4583  HISTORY     - Date     Condition        Report By
 AJ4583  HISTORY     - 2000     MONUMENTED       NCGS
 AJ4583  HISTORY     - 20000711 GOOD             NCGS
 AJ4583
 AJ4583                          STATION DESCRIPTION
 AJ4583
 AJ4583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4583'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTH-SOUTHEAST OF TURTLETOWN
 AJ4583'AND 1.6 MI (2.6 KM) NORTHEAST OF HARBUCK.
 AJ4583'PROCEED ALONG TENNESSEE HIGHWAY 123 FOR 1.25 MI (2.01 KM) WEST FROM
 AJ4583'THE NORTH CAROLINA/TENNESSEE LINE, THENCE WEST FOR 2.8 MI (4.5 KM)
 AJ4583'ALONG TENNESSEE STATE HIGHWAY 68, THENCE SOUTHEAST FOR 0.9 MI (1.4 KM)
 AJ4583'ALONG A GRAVEL ROAD, PASSING CROFT CHAPEL, THENCE SOUTHWEST FOR 0.2 MI
 AJ4583'(0.3 KM) ALONG A GRAVEL ROAD TO THE OVERHEAD RAILROAD TRESTLE. PROCEED
 AJ4583'ON FOOT UP THE BANK AND ACROSS THE TRESTLE TO THE ROCK CUT BETWEEN THE
 AJ4583'TWO TRESTLES, SET IN A ROCK LEDGE NEAR THE BOTTOM OF THE CUT.
 AJ4583'MARK IS ABOUT LEVEL WITH THE RAILROAD TRACKS AND PROJECTS 18-INCHES
 AJ4583'ABOVE GROUND. LOCATED 8.0 FT (2.4 M) NORTHWEST OF THE NORTHWEST RAIL,
 AJ4583'83.9 FT (25.6 M) NORTH-NORTHEAST OF THE NORTH END OF THE SOUTH
 AJ4583'TRESTLE, 91.0 FT (27.7 M) SOUTHWEST OF THE SOUTH END OF THE NORTH
 AJ4583'TRESTLE--AND 39.9 FT (12.2 M) WEST-NORTHWEST OF A 3-INCH WALNUT, 50.0
 AJ4583'FT (15.2 M) NORTH-NORTHWEST OF A 8-INCH MAPLE--BOTH WITH REFERENCE
 AJ4583'TAGS.
 AJ4583
 AJ4583                          STATION RECOVERY (2000)
 AJ4583
 AJ4583'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4583'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2246 ***********************************************************************
 GC2246  DESIGNATION -  TODD
 GC2246  PID         -  GC2246
 GC2246  STATE/COUNTY-  TN/DAVIDSON
 GC2246  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2246
 GC2246                         *CURRENT SURVEY CONTROL
 GC2246  ___________________________________________________________________
 GC2246* NAD 83(1995)-  36 10 30.75612(N)    086 40 08.34915(W)     ADJUSTED  
 GC2246* NAVD 88     -       239.5    (meters)     786.     (feet)  VERTCON   
 GC2246  ___________________________________________________________________
 GC2246  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2246  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2246
 GC2246  HORZ ORDER  -  THIRD
 GC2246
 GC2246.The horizontal coordinates were established by classical geodetic methods
 GC2246.and adjusted by the National Geodetic Survey in April 1999..
 GC2246
 GC2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2246
 GC2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2246
 GC2246.The geoid height was determined by GEOID03.
 GC2246
 GC2246;                    North         East     Units Scale Factor Converg.
 GC2246;SPC TN       -   204,561.743   539,817.984   MT  0.99996607   -0 23 29.9
 GC2246;SPC TN       -   671,132.99  1,771,052.84   sFT  0.99996607   -0 23 29.9
 GC2246;UTM  16      - 4,003,432.847   529,767.435   MT  0.99961092   +0 11 43.4
 GC2246
 GC2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2246!SPC TN       -   0.99996702  x   0.99996607  =   0.99993309
 GC2246!UTM  16      -   0.99996702  x   0.99961092  =   0.99957795
 GC2246
 GC2246|---------------------------------------------------------------------|
 GC2246| PID    Reference Object                     Distance      Geod. Az  |
 GC2246|                                                           dddmmss.s |
 GC2246| GC2245 2403                                  7.035 METERS 15811     |
 GC2246| CG7672 TODD AZ MK RESET                                   1612640.6 |
 GC2246| CG7671 TODD AZ MK                                         1632634.0 |
 GC2246| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.12.1 KM 2453444.2 |
 GC2246| CG7673 TODD RM 1                            20.163 METERS 24555     |
 GC2246| GC2242 NASHVILLE TVA MICROWAVE TOWER       APPROX. 7.2 KM 2524434.2 |
 GC2246| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 8.1 KM 3025341.7 |
 GC2246|---------------------------------------------------------------------|
 GC2246
 GC2246                          SUPERSEDED SURVEY CONTROL
 GC2246
 GC2246  NAD 83(1995)-  36 10 30.75818(N)    086 40 08.35157(W) AD(       ) 3
 GC2246  NAD 83(1995)-  36 10 30.76076(N)    086 40 08.35102(W) AD(       ) 3
 GC2246  NAD 83(1986)-  36 10 30.76638(N)    086 40 08.35205(W) AD(       ) 3
 GC2246  NAD 27      -  36 10 30.56500(N)    086 40 08.36300(W) AD(       ) 3
 GC2246  NGVD 29 (07/19/86)  239.5    (m)          786.     (f) VERT ANG       
 GC2246
 GC2246.Superseded values are not recommended for survey control.
 GC2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2246.See file dsdata.txt to determine how the superseded data were derived.
 GC2246
 GC2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2976703433(NAD 83)
 GC2246_MARKER: DS = TRIANGULATION STATION DISK
 GC2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2246
 GC2246  HISTORY     - Date     Condition        Report By
 GC2246  HISTORY     - 1953     MONUMENTED       CGS
 GC2246  HISTORY     - 1959     GOOD             CGS
 GC2246  HISTORY     - 1961     GOOD             CGS
 GC2246  HISTORY     - 1964     GOOD             CGS
 GC2246  HISTORY     - 1980     GOOD             NGS
 GC2246
 GC2246                          STATION DESCRIPTION
 GC2246
 GC2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2246'STATION IS LOCATED 7 MILES EAST OF NASHVILLE, 1 MILE NORTHEAST OF
 GC2246'DONELSON ON A HIGH HILL LOCALLY KNOWN AS TODD KNOB AND ON PROPERTY
 GC2246'OWNED BY THE T.V.A. IT IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER
 GC2246'OF A FENCE AROUND THE MICRO-WAVE STATION AND 8 FEET WEST OF THE EAST
 GC2246'SIDE OF THE KNOB. THE MARK IS FLUSH AND THE DISK IS STAMPED TODD
 GC2246'1953.
 GC2246'
 GC2246'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE NORTHWEST CORNER OF THE
 GC2246'FENCE AND ON THE WEST SLOPE OF THE KNOB. THE MARK IS FLUSH AND THE
 GC2246'DISK IS STAMPED TODD NO 1 1953.
 GC2246'
 GC2246'NO. 2403 (TENN. GEOD. S.) IS USED AS A REFERENCE MARK. IT IS 27 FEET
 GC2246'EAST OF THE NORTHEAST CORNER OF THE FENCE AND 7 FEET WEST OF THE
 GC2246'EAST SIDE OF THE KNOB. THE MARK IS A 6X6 INCH CONCRETE POST WHICH
 GC2246'PROJECTS 2 INCHES WITH A STANDARD U.S.C. AND G.S. AND S.S. DISK
 GC2246'ATOP STAMPED NO. 2403.
 GC2246'
 GC2246'AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 7ON, 18
 GC2246'FEET WEST OF OF THE CENTER OF AN ENTRANCE DRIVE, 8 FEET NORTH OF A
 GC2246'POWER LINE POLE, 3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET WEST
 GC2246'OF A FENCE CORNER. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2246'TODD 1953.
 GC2246'
 GC2246'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 7ON
 GC2246'AND MC GAVOCK ROAD, IN DONELSON, GO EAST ON HIGHWAY 70 FOR 0.75 MILE
 GC2246'TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2246'
 GC2246'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2246
 GC2246                          STATION RECOVERY (1959)
 GC2246
 GC2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2246'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2403 (TENN. GEOD. S.)
 GC2246'WERE RECOVERED AND FOUND IN GOOD CONDITION. A THOROUGH SEARCH
 GC2246'WAS MADE FOR THE AZIMUTH MARK AND IT IS BELIEVED TO HAVE BEEN
 GC2246'DESTROYED BY CONSTRUCTION. A NEW AZIMUTH MARK WAS ESTABLISHED BY
 GC2246'THIS PARTY. THE DONELSON, TVA MICRO-WAVE STATION MAST LOCATED NEAR
 GC2246'THE STATION WAS NOT OBSERVED OR TRAVERSED TO DUE TO A LOCKED GATE. A
 GC2246'NEW DESCRIPTON FOLLOWS.
 GC2246'
 GC2246'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF NASHVILLE, ABOUT 1.0
 GC2246'MILE NORTHEAST OF DONELSON ON A HIGH HILL LOCALLY KNOWN AS TODD
 GC2246'KNOB AND IS ON T.V.A. PROPERTY.
 GC2246'
 GC2246'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO WEST ON
 GC2246'U.S. HIGHWAY NO. 70 N FOR 0.75 MILE TO MCGAVOCK PIKE, TURN RIGHT AND
 GC2246'GO NORTH ON MCGAVOCK PIKE FOR 0.6 MILE TO LINCOYA DRIVE ON THE RIGHT,
 GC2246'TURN RIGHT AND GO EAST ON LINCOYA DRIVE FOR 0.4 MILE TO A T-ROAD,
 GC2246'TURN LEFT AND GO 0.05 MILE TO A T-ROAD, TURN RIGHT AND GO EAST ON
 GC2246'LEALTO ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 GC2246'AND GO NORTH ON A GRAVELED ROAD UP HILL FOR 0.25 MILE TO THE STATION
 GC2246'AS DESCRIBED.
 GC2246'
 GC2246'STATION MARK IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GC2246'FENCE AROUND THE MICRO-WAVE STATION AND 8 FEET WEST OF THE EAST SIDE
 GC2246'OF THE KNOB. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2246'IS STAMPED TODD 1953.
 GC2246'
 GC2246'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE NORTHWEST CORNER OF THE
 GC2246'FENCE AND IS ABOUT 4 FEET LOWER THAN THE STATION.  THE MARK IS SET
 GC2246'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED TODD NO 1 1953.
 GC2246'
 GC2246'NO. 2403 (TENN. GEOD. S.) WAS USED AS A REFERENCE MARK. THE MARK IS
 GC2246'27 FEET EAST OF THE NORTHEAST CORNER OF THE FENCE AND 7 FEET WEST
 GC2246'OF THE EAST SIDE OF THE KNOB. THE MARK IS A STANDARD U.S. COAST AND
 GC2246'GEODETIC SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A 6X6
 GC2246'INCH CONCRETE POST, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 GC2246'AND IS STAMPED NO 2403.
 GC2246'
 GC2246'AZIMUTH MARK IS 11 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC2246'COMMERCIAL UNION BANK. THE MARK IS A STANDARD DISK CEMENTED IN A
 GC2246'DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH THE SIDE WALK AND IS
 GC2246'STAMPED TODD 1953 RESET 1959.
 GC2246'
 GC2246'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DONELSON, GO ACROSS
 GC2246'U.S. HIGHWAY NO. 70 N TO THE BANK AND THE AZIMUTH MARK AS DESCRIBED.
 GC2246'
 GC2246'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GC2246
 GC2246                          STATION RECOVERY (1961)
 GC2246
 GC2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETO)
 GC2246'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 GC2246'PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 GC2246
 GC2246                          STATION RECOVERY (1964)
 GC2246
 GC2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2246'STATION RECOVERED IN GOOD CONDITION, REFERENCE AND AZIMUTH MARKS NOT
 GC2246'SEARCHED FOR.  PREVIOUS DESCRIPTION IS ADEQUATE.
 GC2246
 GC2246                          STATION RECOVERY (1980)
 GC2246
 GC2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2246'STATION MARK AND NO. 2403 (TENN GEOD SURVEY) RECOVERED AS DESCRIBED.
 GC2246'REFERENCE MARKS AND AZIMUTH MARK NOT SEARCHED FOR.
 GC2246'
 GC2246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE NORTH OF
 GC2246'DONELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2178 ***********************************************************************
 GA2178  DESIGNATION -  TOM
 GA2178  PID         -  GA2178
 GA2178  STATE/COUNTY-  TN/HAWKINS
 GA2178  USGS QUAD   -  BEAN STATION (1976)
 GA2178
 GA2178                         *CURRENT SURVEY CONTROL
 GA2178  ___________________________________________________________________
 GA2178* NAD 83(1995)-  36 20 41.85829(N)    083 15 54.39317(W)     ADJUSTED  
 GA2178* NAVD 88     -       349.967  (meters)    1148.18   (feet)  ADJUSTED  
 GA2178  ___________________________________________________________________
 GA2178  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GA2178  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA2178  DYNAMIC HT  -         349.651 (meters)    1147.15  (feet)  COMP
 GA2178  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GA2178
 GA2178  HORZ ORDER  -  SECOND
 GA2178  VERT ORDER  -  SECOND    CLASS 0
 GA2178
 GA2178.The horizontal coordinates were established by classical geodetic methods
 GA2178.and adjusted by the National Geodetic Survey in April 1999..
 GA2178
 GA2178.The orthometric height was determined by differential leveling
 GA2178.and adjusted by the National Geodetic Survey in June 1991..
 GA2178
 GA2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2178
 GA2178.The geoid height was determined by GEOID03.
 GA2178
 GA2178.The dynamic height is computed by dividing the NAVD 88
 GA2178.geopotential number by the normal gravity value computed on the
 GA2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2178.degrees latitude (g = 980.6199 gals.).
 GA2178
 GA2178.The modeled gravity was interpolated from observed gravity values.
 GA2178
 GA2178;                    North         East     Units Scale Factor Converg.
 GA2178;SPC TN       -   226,621.864   845,474.573   MT  0.99998807   +1 36 04.0
 GA2178;SPC TN       -   743,508.57  2,773,861.16   sFT  0.99998807   +1 36 04.0
 GA2178;UTM  17      - 4,024,592.725   296,727.986   MT  1.00010912   -1 20 34.3
 GA2178
 GA2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2178!SPC TN       -   0.99994996  x   0.99998807  =   0.99993803
 GA2178!UTM  17      -   0.99994996  x   1.00010912  =   1.00005908
 GA2178
 GA2178|---------------------------------------------------------------------|
 GA2178| PID    Reference Object                     Distance      Geod. Az  |
 GA2178|                                                           dddmmss.s |
 GA2178| GA2177 TOM RM 1                             24.831 METERS 06714     |
 GA2178| GA2179 TOM RM 2                             21.376 METERS 24817     |
 GA2178| GA2180 TOM AZ MK                                          2515014.8 |
 GA2178|---------------------------------------------------------------------|
 GA2178
 GA2178                          SUPERSEDED SURVEY CONTROL
 GA2178
 GA2178  NAD 83(1995)-  36 20 41.86249(N)    083 15 54.39689(W) AD(       ) 2
 GA2178  NAD 83(1995)-  36 20 41.87195(N)    083 15 54.39120(W) AD(       ) 2
 GA2178  NAD 83(1995)-  36 20 41.86482(N)    083 15 54.39522(W) AD(       ) 2
 GA2178  NAD 83(1986)-  36 20 41.86700(N)    083 15 54.39536(W) AD(       ) 2
 GA2178  NAD 27      -  36 20 41.53605(N)    083 15 54.77516(W) AD(       ) 2
 GA2178  NGVD 29 (??/??/92)  350.105  (m)         1148.64   (f) ADJ UNCH    2 0
 GA2178
 GA2178.Superseded values are not recommended for survey control.
 GA2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2178.See file dsdata.txt to determine how the superseded data were derived.
 GA2178
 GA2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9672824593(NAD 83)
 GA2178_MARKER: DD = SURVEY DISK
 GA2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2178_STAMPING: TOM 1963
 GA2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2178+STABILITY: SURFACE MOTION
 GA2178
 GA2178  HISTORY     - Date     Condition        Report By
 GA2178  HISTORY     - 1963     MONUMENTED       TNHD
 GA2178  HISTORY     - 1964     GOOD             TNGS
 GA2178  HISTORY     - 1977     MARK NOT FOUND   NGS
 GA2178
 GA2178                          STATION DESCRIPTION
 GA2178
 GA2178'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2178'THE STATION IS LOCATED 1 ABOUT MILE EAST OF BEAN STATION.
 GA2178'
 GA2178'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, TO
 GA2178'EAST ON U.S. HIGHWAY 11W FOR 0.75 MILE TO THE AZIMUTH MARK
 GA2178'ON THE RIGHT, CONTINUE EAST FOR 0.4 MILE TO THE STATION ON
 GA2178'THE RIGHT AS DESCRIBED.
 GA2178'
 GA2178'THE IS 34 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT,
 GA2178'30 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 3.5
 GA2178'FEET EAST OF A WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2178'STANDARD TENNESSEE
 GA2178'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA2178'TOM 1963.  THE UNDERGROUND MARK IS
 GA2178'ABOUT 30 INCHES BELOW THE SURFACE.
 GA2178'THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GA2178'FLUSH, CONCRETE
 GA2178'MONUMENT.
 GA2178'
 GA2178'REFERENCE MARK NO. 1 IS 100 FEET WEST OF THE APPROXIMATE CENTER OF
 GA2178'COUNTY LINE ROAD, 30 FEET
 GA2178'SOUTH OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 11W
 GA2178'AND 1 FOOT NORTH OF A FENCE.  IT
 GA2178'IS A STANDARD TENNESSEE HIGHWAY
 GA2178'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2178'CONCRETE MONUMENT AND
 GA2178'THE DISK IS STAMPED TOM RM-1 1963.
 GA2178'
 GA2178'REFERENCE MARK NO. 2 IS 44 FEET SOUTHWESTOF THE SOUTH END OF A
 GA2178'CONCRETE CULVERT, 29
 GA2178'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 11W
 GA2178'AND 1 FOOT NORTH OF THE FENCE.
 GA2178'IT IS A STANDARD TENNESSEE HIGHWAY
 GA2178'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2178'CONCRETE MONUMENT AND
 GA2178'THE DISK IS STAMPED TOM RM-2 1963.
 GA2178'
 GA2178'THE AZIMUTH MARK IS 39 FEET WEST OF LEE HARRIS MAIL BOX, 25 FEET
 GA2178'SOUTH OF THE APPROXIMATE
 GA2178'CENTER OF U.S.  HIGHWAY 11W, 1.3 FEET EAST OF A WITNESS
 GA2178'POST, AND 1 FOOT NORTH OF A
 GA2178'FENCE.  IT IS A STANDARD TENNESSEE
 GA2178'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2178'SQUARE, FLUSH, CONCRETE
 GA2178'MONUMENT AND THE DISK IS STAMPED TOM AZI 1963.
 GA2178'
 GA2178'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2178'
 GA2178'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS
 GA2178
 GA2178                          STATION RECOVERY (1964)
 GA2178
 GA2178'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2178'1 MI E FROM BEAN STATION.
 GA2178'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2178'EAST ON U.S. HIGHWAY 11W FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 GA2178'THE STATION IS 34 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE
 GA2178'CULVERT, 30 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA2178'11W AND 3.5 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2178'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2178'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2178
 GA2178                          STATION RECOVERY (1977)
 GA2178
 GA2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GA2178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2180 ***********************************************************************
 GA2180  DESIGNATION -  TOM AZ MK
 GA2180  PID         -  GA2180
 GA2180  STATE/COUNTY-  TN/HAWKINS
 GA2180  USGS QUAD   -  BEAN STATION (1976)
 GA2180
 GA2180                         *CURRENT SURVEY CONTROL
 GA2180  ___________________________________________________________________
 GA2180* NAD 83(1986)-  36 20 36.     (N)    083 16 16.     (W)     SCALED    
 GA2180* NAVD 88     -       353.082  (meters)    1158.40   (feet)  ADJUSTED  
 GA2180  ___________________________________________________________________
 GA2180  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA2180  DYNAMIC HT  -         352.763 (meters)    1157.36  (feet)  COMP
 GA2180  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 GA2180
 GA2180  VERT ORDER  -  SECOND    CLASS 0
 GA2180
 GA2180.The horizontal coordinates were scaled from a topographic map and have
 GA2180.an estimated accuracy of +/- 6 seconds.
 GA2180
 GA2180.The orthometric height was determined by differential leveling
 GA2180.and adjusted by the National Geodetic Survey in June 1991..
 GA2180
 GA2180.The geoid height was determined by GEOID03.
 GA2180
 GA2180.The dynamic height is computed by dividing the NAVD 88
 GA2180.geopotential number by the normal gravity value computed on the
 GA2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2180.degrees latitude (g = 980.6199 gals.).
 GA2180
 GA2180.The modeled gravity was interpolated from observed gravity values.
 GA2180
 GA2180;                    North         East    Units  Estimated Accuracy
 GA2180;SPC TN       -   226,430.      844,940.      MT  (+/- 180 meters Scaled)
 GA2180
 GA2180                          SUPERSEDED SURVEY CONTROL
 GA2180
 GA2180  NGVD 29 (??/??/92)  353.277  (m)         1159.04   (f) ADJ UNCH    2 0
 GA2180
 GA2180.Superseded values are not recommended for survey control.
 GA2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2180.See file dsdata.txt to determine how the superseded data were derived.
 GA2180
 GA2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA961244(NAD 83)
 GA2180_MARKER: DD = SURVEY DISK
 GA2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2180_STAMPING: TOM AZI 1963
 GA2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2180+STABILITY: SURFACE MOTION
 GA2180
 GA2180  HISTORY     - Date     Condition        Report By
 GA2180  HISTORY     - 1963     MONUMENTED       TNHD
 GA2180  HISTORY     - 1964     GOOD             TNGS
 GA2180  HISTORY     - 1977     GOOD             NGS
 GA2180
 GA2180                          STATION DESCRIPTION
 GA2180
 GA2180'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2180'1 MI E FROM BEAN STATION.
 GA2180'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2180'EAST ON U.S. HIGHWAY 11W FOR 0.75 MILE TO THE MARK ON THE RIGHT.
 GA2180'THE MARK IS 39 FEET WEST OF THE LEE HARRIS MAIL BOX, 25 FEET
 GA2180'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 1.3 FEET
 GA2180'EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 GA2180'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2180'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2180
 GA2180                          STATION RECOVERY (1977)
 GA2180
 GA2180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GA2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2682 ***********************************************************************
 AJ2682  DESIGNATION -  TOM LEE
 AJ2682  PID         -  AJ2682
 AJ2682  STATE/COUNTY-  TN/SHELBY
 AJ2682  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2682
 AJ2682                         *CURRENT SURVEY CONTROL
 AJ2682  ___________________________________________________________________
 AJ2682* NAD 83(1995)-  35 08 07.77952(N)    090 03 48.56278(W)     ADJUSTED  
 AJ2682* NAVD 88     -        70.69   (meters)     231.9    (feet)  LEVELING  
 AJ2682  ___________________________________________________________________
 AJ2682  X           -      -5,786.323 (meters)                     COMP
 AJ2682  Y           -  -5,221,822.615 (meters)                     COMP
 AJ2682  Z           -   3,650,195.184 (meters)                     COMP
 AJ2682  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AJ2682  ELLIP HEIGHT-          43.44  (meters)          (04/26/01) GPS OBS
 AJ2682  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2682
 AJ2682  HORZ ORDER  -  FIRST
 AJ2682  VERT ORDER  -  THIRD ?
 AJ2682  ELLP ORDER  -  FOURTH    CLASS I
 AJ2682
 AJ2682.The horizontal coordinates were established by GPS observations
 AJ2682.and adjusted by the National Geodetic Survey in April 2001..
 AJ2682
 AJ2682.The orthometric height was determined by differential leveling.
 AJ2682.The vertical network tie was performed by a horz. field party for horz.
 AJ2682.obs reductions. Reset procedures were used to establish the elevation.
 AJ2682
 AJ2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2682
 AJ2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2682
 AJ2682.The ellipsoidal height was determined by GPS observations
 AJ2682.and is referenced to NAD 83.
 AJ2682
 AJ2682.The geoid height was determined by GEOID03.
 AJ2682
 AJ2682;                    North         East     Units Scale Factor Converg.
 AJ2682;SPC TN       -    96,687.942   229,762.165   MT  1.00002218   -2 22 44.1
 AJ2682;SPC TN       -   317,217.02    753,811.37   sFT  1.00002218   -2 22 44.1
 AJ2682;UTM  15      - 3,892,017.034   767,558.828   MT  1.00048236   +1 41 27.6
 AJ2682;UTM  16      - 3,892,366.104   220,867.836   MT  1.00056036   -1 45 51.2
 AJ2682
 AJ2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2682!SPC TN       -   0.99999318  x   1.00002218  =   1.00001536
 AJ2682!UTM  15      -   0.99999318  x   1.00048236  =   1.00047554
 AJ2682!UTM  16      -   0.99999318  x   1.00056036  =   1.00055354
 AJ2682
 AJ2682                          SUPERSEDED SURVEY CONTROL
 AJ2682
 AJ2682.No superseded survey control is available for this station.
 AJ2682
 AJ2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6755992017(NAD 83)
 AJ2682_MARKER: DD = SURVEY DISK
 AJ2682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2682+WITH SETTING: INFORMATION.
 AJ2682_MARK LOGO: TN1620
 AJ2682_PROJECTION: FLUSH
 AJ2682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2682+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 AJ2682_ROD/PIPE-DEPTH:  0.8 meters
 AJ2682
 AJ2682  HISTORY     - Date     Condition        Report By
 AJ2682  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2682  HISTORY     - 20031020 GOOD             TN1620
 AJ2682
 AJ2682                          STATION DESCRIPTION
 AJ2682
 AJ2682'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2682'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS IN TOM LEE CITY PARK.
 AJ2682'TO REACH THE STATION FROM THE INTERSECTION OF BEALE STREET AND
 AJ2682'RIVERSIDE DRIVE PROCEED SOUTH ON RIVERSIDE DRIVE APPROXIMATELY 0.40
 AJ2682'MILE (0.64 KM) TO THE VISITORS PARKING LOT FOR TOM LEE PARK.  THE
 AJ2682'STATION IS ON THE RIGHT.
 AJ2682'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2682'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2682'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED 126.00 FEET (38.40
 AJ2682'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESTROOM AT PARKING LOT,
 AJ2682'45.20 FEET (13.78 M) WEST OF THE CURBLINE OF RIVERSIDE DRIVE.  THE
 AJ2682'STATION IS LOCATED AT THE BACK OF CURB AT THE END OF RADIUS (ER) OF A
 AJ2682'ISLAND IN THE VISITORS PARKING LOT FOR TOM LEE PARK.  THE CAP AND
 AJ2682'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2682
 AJ2682                          STATION RECOVERY (2003)
 AJ2682
 AJ2682'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2177 ***********************************************************************
 GA2177  DESIGNATION -  TOM RM 1
 GA2177  PID         -  GA2177
 GA2177  STATE/COUNTY-  TN/HAWKINS
 GA2177  USGS QUAD   -  BEAN STATION (1976)
 GA2177
 GA2177                         *CURRENT SURVEY CONTROL
 GA2177  ___________________________________________________________________
 GA2177* NAD 83(1986)-  36 20 41.     (N)    083 15 54.     (W)     SCALED    
 GA2177* NAVD 88     -       350.383  (meters)    1149.55   (feet)  ADJUSTED  
 GA2177  ___________________________________________________________________
 GA2177  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2177  DYNAMIC HT  -         350.067 (meters)    1148.51  (feet)  COMP
 GA2177  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GA2177
 GA2177  VERT ORDER  -  SECOND    CLASS 0
 GA2177
 GA2177.The horizontal coordinates were scaled from a topographic map and have
 GA2177.an estimated accuracy of +/- 6 seconds.
 GA2177
 GA2177.The orthometric height was determined by differential leveling
 GA2177.and adjusted by the National Geodetic Survey in June 1991..
 GA2177
 GA2177.The geoid height was determined by GEOID03.
 GA2177
 GA2177.The dynamic height is computed by dividing the NAVD 88
 GA2177.geopotential number by the normal gravity value computed on the
 GA2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2177.degrees latitude (g = 980.6199 gals.).
 GA2177
 GA2177.The modeled gravity was interpolated from observed gravity values.
 GA2177
 GA2177;                    North         East    Units  Estimated Accuracy
 GA2177;SPC TN       -   226,600.      845,490.      MT  (+/- 180 meters Scaled)
 GA2177
 GA2177                          SUPERSEDED SURVEY CONTROL
 GA2177
 GA2177  NGVD 29 (??/??/92)  350.520  (m)         1150.00   (f) ADJ UNCH    2 0
 GA2177
 GA2177.Superseded values are not recommended for survey control.
 GA2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2177.See file dsdata.txt to determine how the superseded data were derived.
 GA2177
 GA2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA967245(NAD 83)
 GA2177_MARKER: DD = SURVEY DISK
 GA2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2177_STAMPING: TOM RM-1 1963
 GA2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2177+STABILITY: SURFACE MOTION
 GA2177
 GA2177  HISTORY     - Date     Condition        Report By
 GA2177  HISTORY     - 1963     MONUMENTED       TNHD
 GA2177  HISTORY     - 1964     GOOD             TNGS
 GA2177  HISTORY     - 1977     MARK NOT FOUND   NGS
 GA2177
 GA2177                          STATION DESCRIPTION
 GA2177
 GA2177'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2177'1 MI E FROM DEAN STATION.
 GA2177'THE MARK IS LOCATED AT THE TOM 1963 STATION SITE, 100 FEET
 GA2177'WEST OF THE APPROXIMATE CENTER OF THE COUNTY LINE ROAD, 30
 GA2177'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 1
 GA2177'FOOT NORTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2177'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2177'FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION TOM.
 GA2177
 GA2177                          STATION RECOVERY (1977)
 GA2177
 GA2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GA2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2179 ***********************************************************************
 GA2179  DESIGNATION -  TOM RM 2
 GA2179  PID         -  GA2179
 GA2179  STATE/COUNTY-  TN/HAWKINS
 GA2179  USGS QUAD   -  BEAN STATION (1976)
 GA2179
 GA2179                         *CURRENT SURVEY CONTROL
 GA2179  ___________________________________________________________________
 GA2179* NAD 83(1986)-  36 20 41.     (N)    083 15 54.     (W)     SCALED    
 GA2179* NAVD 88     -       350.367  (meters)    1149.50   (feet)  ADJUSTED  
 GA2179  ___________________________________________________________________
 GA2179  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2179  DYNAMIC HT  -         350.050 (meters)    1148.46  (feet)  COMP
 GA2179  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GA2179
 GA2179  VERT ORDER  -  SECOND    CLASS 0
 GA2179
 GA2179.The horizontal coordinates were scaled from a topographic map and have
 GA2179.an estimated accuracy of +/- 6 seconds.
 GA2179
 GA2179.The orthometric height was determined by differential leveling
 GA2179.and adjusted by the National Geodetic Survey in June 1991..
 GA2179
 GA2179.The geoid height was determined by GEOID03.
 GA2179
 GA2179.The dynamic height is computed by dividing the NAVD 88
 GA2179.geopotential number by the normal gravity value computed on the
 GA2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2179.degrees latitude (g = 980.6199 gals.).
 GA2179
 GA2179.The modeled gravity was interpolated from observed gravity values.
 GA2179
 GA2179;                    North         East    Units  Estimated Accuracy
 GA2179;SPC TN       -   226,600.      845,490.      MT  (+/- 180 meters Scaled)
 GA2179
 GA2179                          SUPERSEDED SURVEY CONTROL
 GA2179
 GA2179  NGVD 29 (??/??/92)  350.504  (m)         1149.95   (f) ADJ UNCH    2 0
 GA2179
 GA2179.Superseded values are not recommended for survey control.
 GA2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2179.See file dsdata.txt to determine how the superseded data were derived.
 GA2179
 GA2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA967245(NAD 83)
 GA2179_MARKER: DD = SURVEY DISK
 GA2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2179_STAMPING: TOM RM-2 1963
 GA2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2179+STABILITY: SURFACE MOTION
 GA2179
 GA2179  HISTORY     - Date     Condition        Report By
 GA2179  HISTORY     - 1963     MONUMENTED       TNHD
 GA2179  HISTORY     - 1964     GOOD             TNGS
 GA2179  HISTORY     - 1977     MARK NOT FOUND   NGS
 GA2179
 GA2179                          STATION DESCRIPTION
 GA2179
 GA2179'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2179'1 MI E FROM BEAN STATION.
 GA2179'THE MARK IS LOCATED AT THE TOM 1963 STATION SITE, 44 FEET
 GA2179'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT, 29 FEET SOUTH
 GA2179'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 1 FOOT NORTH
 GA2179'OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2179'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2179'GROUND.  NOTE-- FOR DESCR. SEE STATION TOM.
 GA2179
 GA2179                          STATION RECOVERY (1977)
 GA2179
 GA2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GA2179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1526 ***********************************************************************
 GD1526  DESIGNATION -  TOM STEWART
 GD1526  PID         -  GD1526
 GD1526  STATE/COUNTY-  TN/OBION
 GD1526  USGS QUAD   -  HARRIS (1983)
 GD1526
 GD1526                         *CURRENT SURVEY CONTROL
 GD1526  ___________________________________________________________________
 GD1526* NAD 83(1995)-  36 22 53.52051(N)    088 58 53.30541(W)     ADJUSTED  
 GD1526* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 GD1526  ___________________________________________________________________
 GD1526  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GD1526  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1526
 GD1526  HORZ ORDER  -  THIRD
 GD1526
 GD1526.This mark is at Everett-Stewart Airport (UCY)
 GD1526
 GD1526.The horizontal coordinates were established by classical geodetic methods
 GD1526.and adjusted by the National Geodetic Survey in April 1999..
 GD1526
 GD1526.The orthometric height was scaled from a topographic map.
 GD1526
 GD1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1526
 GD1526.The geoid height was determined by GEOID03.
 GD1526
 GD1526;                    North         East     Units Scale Factor Converg.
 GD1526;SPC TN       -   231,324.636   332,523.152   MT  0.99999396   -1 44 43.7
 GD1526;SPC TN       -   758,937.58  1,090,953.04   sFT  0.99999396   -1 44 43.7
 GD1526;UTM  16      - 4,028,090.805   322,268.067   MT  0.99998921   -1 10 32.3
 GD1526
 GD1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1526!SPC TN       -   0.99998904  x   0.99999396  =   0.99998300
 GD1526!UTM  16      -   0.99998904  x   0.99998921  =   0.99997825
 GD1526
 GD1526|---------------------------------------------------------------------|
 GD1526| PID    Reference Object                     Distance      Geod. Az  |
 GD1526|                                                           dddmmss.s |
 GD1526| GD1525 AIRPORT BEACON TOM STEWART APT        4.420 METERS 04015     |
 GD1526| CG4418 TOM STEWART RM 1                     22.687 METERS 16528     |
 GD1526| CG4419 TOM STEWART RM 2                     21.962 METERS 24631     |
 GD1526| GD1617 RIVES                               APPROX. 8.5 KM 2550856.5 |
 GD1526| GD1614 UNION CITY MUNICIPAL TANK           APPROX. 7.3 KM 3064354.1 |
 GD1526| GD1615 UNION CITY RADIO STA WENK MAST      APPROX. 7.0 KM 3170231.1 |
 GD1526| CG4417 TOM STEWART AZ MK                                  3291839.3 |
 GD1526|---------------------------------------------------------------------|
 GD1526
 GD1526                          SUPERSEDED SURVEY CONTROL
 GD1526
 GD1526  NAD 83(1995)-  36 22 53.52226(N)    088 58 53.30538(W) AD(       ) 3
 GD1526  NAD 83(1995)-  36 22 53.52349(N)    088 58 53.30708(W) AD(       ) 3
 GD1526  NAD 83(1986)-  36 22 53.53292(N)    088 58 53.30448(W) AD(       ) 3
 GD1526  NAD 27      -  36 22 53.30260(N)    088 58 53.07700(W) AD(       ) 3
 GD1526
 GD1526.Superseded values are not recommended for survey control.
 GD1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1526.See file dsdata.txt to determine how the superseded data were derived.
 GD1526
 GD1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2226828091(NAD 83)
 GD1526_MARKER: DS = TRIANGULATION STATION DISK
 GD1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1526
 GD1526  HISTORY     - Date     Condition        Report By
 GD1526  HISTORY     - 1959     MONUMENTED       CGS
 GD1526  HISTORY     - 1967     GOOD             CGS
 GD1526
 GD1526                          STATION DESCRIPTION
 GD1526
 GD1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1526'THE STATION IS LOCATED UNDER THE WEST SIDE OF THE WATER TANK AT THE
 GD1526'TOM STEWART AIRPORT, ABOUT 8.0 MILES NORTHWEST OF MARTIN AND ABOUT
 GD1526'4.5 MILES SOUTHEAST OF UNION CITY.  IT IS 4 FEET NORTH OF THE
 GD1526'SOUTHWEST LEG OF THE WATER TANK, 19 FEET SOUTH OF THE NORTHWEST
 GD1526'LEG, 33 FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH, 158 FEET
 GD1526'WEST OF THE CENTERLINE OF A PAVED ROAD AND 14.5 FEET SOUTHWEST
 GD1526'OF THE CENTER OF THE WATER TANK.  THE MONUMENT IS FLUSH AND THE
 GD1526'DISK IS STAMPED TOM STEWART 1959.
 GD1526'
 GD1526'TO REACH THE AZIMUTH MARK FROM THE CONTROL TOWER OF THE AIRPORT, GO
 GD1526'NORTHWEST ACROSS THE RUNWAY FOR 0.35 MILE TO THE END OF THE RUNWAY.
 GD1526'CONTINUE AHEAD NORTHWEST ON AN UNCULTIVATED FIELD FOR 0.1 MILE TO
 GD1526'THE AZIMUTH MARK AS DESCRIBED.
 GD1526'
 GD1526'REFERENCE MARK 1 IS 70 FEET SOUTH OF THE SOUTHWEST LEG OF THE WATER
 GD1526'TANK AND 23 FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH.  THE
 GD1526'MONUMENT IS FLUSH AND THE DISK IS STAMPED TOM STEWART NO 1 1959.
 GD1526'
 GD1526'REFERENCE MARK 2 IS 1 FOOT EAST OF A FRAME BUILDING AND 15 FEET WEST
 GD1526'OF THE NORTH EDGE OF A DRAINAGE DITCH.  THE MONUMENT IS FLUSH AND
 GD1526'THE DISK IS STAMPED TOM STEWART NO 2 1959.
 GD1526'
 GD1526'THE AZIMUTH MARK IS 197 FEET WEST OF THE WEST EDGE OF THE RUNWAY, 10
 GD1526'FEET SOUTH OF A DIM FIELD ROAD, AND 56 FEET SOUTH OF A SIGNAL
 GD1526'MARKER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TOM STEWART
 GD1526'1959.
 GD1526'
 GD1526'OBSERVATIONS WERE TAKEN FROM A 4 FOOT STAND ATTACHED TO THE RAIL AT
 GD1526'THE TOP OF THE WATER TANK.
 GD1526'
 GD1526'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GD1526
 GD1526                          STATION RECOVERY (1967)
 GD1526
 GD1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1526'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1526'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1526'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.  THE
 GD1526'AREA IN WHICH THE AZIMUTH MARK WAS ESTABLISHED IS NOW UNDER
 GD1526'CULTIVATION, AND IT IS PRESUMED THAT THE MARK HAS BEEN DESTROYED BY
 GD1526'FARMING OPERATIONS. A NEW AZIMUTH MARK WAS NOT ESTABLISHED AS NO
 GD1526'STATIONS WHICH SAW THIS STATION CAN NOW BE MADE VISIBLE FROM THE
 GD1526'GROUND.
 GD1526'
 GD1526'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1526'
 GD1526'THE STATION IS LOCATED UNDER THE WEST EDGE OF THE WATER TANK AT
 GD1526'THE TOM STEWART AIRPORT, ABOUT 8 MILES NORTHWEST OF MARTIN AND 4.5
 GD1526'MILES SOUTHEAST OF UNION CITY.
 GD1526'
 GD1526'THE STATION IS 7.5 FEET WEST-SOUTHWEST OF THE CENTER OF A VALVE WELL
 GD1526'COVER, 7 FEET SOUTH OF A LARGE ERECT METER, 4.5 FEET EAST OF A
 GD1526'UTILITY POLE, 2.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GD1526'CONCRETE FOOTING OF THE SOUTHWEST LEG OF THE WATER TANK, AND 0.7 OF
 GD1526'A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1526'DISK SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE MONUMENT ABOUT 1
 GD1526'INCH BELOW THE SURFACE AND THE DISK IS STAMPED TOM STEWART 1959.
 GD1526'
 GD1526'REFERENCE MARK NO. 1 IS IN A LAWN AREA, 79 FEET SOUTH-SOUTHWEST OF
 GD1526'THE SOUTHWEST CORNER OF THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF
 GD1526'THE WATER TANK, 73 FEET SOUTH-SOUTHEAST OF A WOODEN BRACE POLE FOR
 GD1526'A STEAM LINE, 69 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 GD1526'FOOTING OF THE SOUTHWEST LEG OF THE WATER TANK, 69 FEET
 GD1526'EAST-NORTHEAST OF A LARGE GAS METER AT THE SOUTHEAST CORNER OF A
 GD1526'BUILDING, AND 26 FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH.
 GD1526'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1526'MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND THE DISK IS STAMPED TOM
 GD1526'STEWART NO 1 1959.
 GD1526'
 GD1526'REFERENCE MARK NO. 2 IS ACROSS THE DRAINAGE DITCH SOUTHWEST OF THE
 GD1526'STATION, 100 FEET NORTH OF A LARGE GAS METER NEAR THE SOUTH END OF A
 GD1526'BUILDING, 98 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 57
 GD1526'FEET NORTH OF A LARGE, ERECT WATER VALVE, 49 FEET SOUTH OF A
 GD1526'LARGE, ERECT WATER VALVE, 15 FEET WEST OF A METAL POST SUPPORTING
 GD1526'A STEAM LINE, 13 FEET NORTH OF THE CENTER OF SLIDING DOORS IN
 GD1526'EAST SIDE OF THE BUILDING, AND 1.8 FEET WEST OF THE EAST EDGE OF THE
 GD1526'BUILDING.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1526'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TOM STEWART NO 2
 GD1526'1959.
 GD1526'
 GD1526'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1526'REFERENCE MARK NO. 2 IS 95.17 FEET - 29.008 METERS.
 GD1526'
 GD1526'NOTE - OBSERVATIONS AT THIS STATION WERE TAKEN FROM A 4 FOOT WOOD
 GD1526'STAND ATTACHED TO THE RAIL OF THE CATWALK AROUND THE WATER TANK,
 GD1526'ABOUT 70 FEET ABOVE THE GROUND.
 GD1526'
 GD1526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.5 MILES
 GD1526'SOUTHEAST OF UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0200 ***********************************************************************
 FC0200  DESIGNATION -  TOWER
 FC0200  PID         -  FC0200
 FC0200  STATE/COUNTY-  TN/ROANE
 FC0200  USGS QUAD   -  BETHEL VALLEY (1989)
 FC0200
 FC0200                         *CURRENT SURVEY CONTROL
 FC0200  ___________________________________________________________________
 FC0200* NAD 83(1995)-  35 52 45.71341(N)    084 21 41.21219(W)     ADJUSTED  
 FC0200* NAVD 88     -       255.642  (meters)     838.72   (feet)  ADJUSTED  
 FC0200  ___________________________________________________________________
 FC0200  X           -     508,362.264 (meters)                     COMP
 FC0200  Y           -  -5,149,002.961 (meters)                     COMP
 FC0200  Z           -   3,717,486.258 (meters)                     COMP
 FC0200  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FC0200  ELLIP HEIGHT-         225.04  (meters)          (04/12/99) GPS OBS
 FC0200  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0200  DYNAMIC HT  -         255.400 (meters)     837.92  (feet)  COMP
 FC0200  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 FC0200
 FC0200  HORZ ORDER  -  FIRST
 FC0200  VERT ORDER  -  SECOND    CLASS 0
 FC0200  ELLP ORDER  -  FOURTH    CLASS I
 FC0200
 FC0200.The horizontal coordinates were established by GPS observations
 FC0200.and adjusted by the National Geodetic Survey in April 1999..
 FC0200
 FC0200.The orthometric height was determined by differential leveling
 FC0200.and adjusted by the National Geodetic Survey in June 1991..
 FC0200
 FC0200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0200
 FC0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0200
 FC0200.The ellipsoidal height was determined by GPS observations
 FC0200.and is referenced to NAD 83.
 FC0200
 FC0200.The geoid height was determined by GEOID03.
 FC0200
 FC0200.The dynamic height is computed by dividing the NAVD 88
 FC0200.geopotential number by the normal gravity value computed on the
 FC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0200.degrees latitude (g = 980.6199 gals.).
 FC0200
 FC0200.The modeled gravity was interpolated from observed gravity values.
 FC0200
 FC0200;                    North         East     Units Scale Factor Converg.
 FC0200;SPC TN       -   172,769.225   747,948.082   MT  0.99994871   +0 57 33.4
 FC0200;SPC TN       -   566,827.03  2,453,893.00   sFT  0.99994871   +0 57 33.4
 FC0200;UTM  16      - 3,973,784.130   738,194.664   MT  1.00029918   +1 32 49.7
 FC0200
 FC0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0200!SPC TN       -   0.99996468  x   0.99994871  =   0.99991339
 FC0200!UTM  16      -   0.99996468  x   1.00029918  =   1.00026385
 FC0200
 FC0200|---------------------------------------------------------------------|
 FC0200| PID    Reference Object                     Distance      Geod. Az  |
 FC0200|                                                           dddmmss.s |
 FC0200| FC0199 TOWER RM 2                            7.397 METERS 16258     |
 FC0200| FC0195 BUTTER                              APPROX. 4.0 KM 2380129.6 |
 FC0200| FC0201 TOWER RM 1                            8.093 METERS 33414     |
 FC0200|---------------------------------------------------------------------|
 FC0200
 FC0200                          SUPERSEDED SURVEY CONTROL
 FC0200
 FC0200  NAD 83(1995)-  35 52 45.71547(N)    084 21 41.21689(W) AD(       ) 1
 FC0200  ELLIP H (10/22/93)  225.01   (m)                       GP(       ) 4 1
 FC0200  NAD 83(1995)-  35 52 45.72373(N)    084 21 41.21071(W) AD(       ) 2
 FC0200  NAD 83(1986)-  35 52 45.72945(N)    084 21 41.20878(W) AD(       ) 2
 FC0200  NAD 27      -  35 52 45.45060(N)    084 21 41.48040(W) AD(       ) 2
 FC0200  NGVD 29 (??/??/92)  255.752  (m)          839.08   (f) ADJ UNCH    2 0
 FC0200
 FC0200.Superseded values are not recommended for survey control.
 FC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0200.See file dsdata.txt to determine how the superseded data were derived.
 FC0200
 FC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3819573784(NAD 83)
 FC0200_MARKER: DE = TRAVERSE STATION DISK
 FC0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0200_SP_SET: CONCRETE POST
 FC0200_STAMPING: TOWER 1960
 FC0200_MARK LOGO: CGS   
 FC0200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0200+STABILITY: SURFACE MOTION
 FC0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0200+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 FC0200
 FC0200  HISTORY     - Date     Condition        Report By
 FC0200  HISTORY     - 1960     MONUMENTED       CGS
 FC0200  HISTORY     - 1960     GOOD             CGS
 FC0200  HISTORY     - 1981     GOOD             NGS
 FC0200  HISTORY     - 19930513 GOOD             NOS
 FC0200
 FC0200                          STATION DESCRIPTION
 FC0200
 FC0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0200'THE STATION IS LOCATED ABOUT 9 MILES EAST OF KINGSTON, AND ABOUT 4
 FC0200'MILES NORTHWEST OF EATON CROSSROAD.
 FC0200'
 FC0200'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH, ON
 FC0200'N. KENTUCKY ST. FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN LEFT, AND
 FC0200'GO EASTERLY ON U.S. HIGHWAY 70 FOR 5.55 MILES TO A SIDE ROAD ON THE
 FC0200'LEFT, AT HARRIS ANTIQUE SHOP. TURN LEFT, AND GO NORTHERLY FOR 1.2
 FC0200'MILES TO THE INTERSTATE HIGHWAY WHICH IS NOW UNDER CONSTRUCTION. TURN
 FC0200'RIGHT, ONTO THE INTERSTATE HIGHWAY, AND GO NORTHEASTERLY FOR
 FC0200'2.35 MILES TO AN OVERPASS AND THE STATION ON THE LEFT.
 FC0200'
 FC0200'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED TOWER 1960, SET
 FC0200'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 162 FEET NORTHWEST OF
 FC0200'THE NORTHWEST CORNER OF AN OVERPASS, 40 FEET WEST OF THE CENTER OF A
 FC0200'HARD SURFACE ROAD, 3.6 FEET NORTHEAST OF A WITNESS SIGN, AND 3
 FC0200'FEET EAST OF A WIRE FENCE.
 FC0200'
 FC0200'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED TOWER NO. 1 1960,
 FC0200'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 42 FEET WEST OF
 FC0200'THE CENTER OF A HARD SURFACE ROAD, 34 FEET SOUTHEAST OF THE SOUTHEAST
 FC0200'LEG OF A POWER LINE TOWER, AND IT IS 42 FEET WEST OF THE CENTER
 FC0200'OF A HARD SURFACE ROAD, 34 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 FC0200'POWER LINE TOWER, AND 1 FOOT EAST OF A WIRE FENCE.
 FC0200'
 FC0200'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED TOWER NO. 2 1960,
 FC0200'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 138 FEET
 FC0200'NORTHWEST OF THE NORTHWEST CORNER OF AN OVERPASS, 42 FEET WEST OF THE
 FC0200'CENTER OF A HARD SURFACE ROAD, AND 1 FOOT EAST OF A WIRE FENCE.
 FC0200'
 FC0200'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0200'50.7 FEET.
 FC0200'
 FC0200'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FC0200'STATION BUTTER WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FC0200'THEREOF.
 FC0200'
 FC0200'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC0200
 FC0200                          STATION RECOVERY (1960)
 FC0200
 FC0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0200'9.4 MI NW FROM EATON CROSSROADS.
 FC0200'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0200'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0200'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 6.25 MILES
 FC0200'WEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER INTERSTATE 40.
 FC0200'THE STATION MARK IS 162 FT. NORTHWEST OF THE NORTHWEST CORNER
 FC0200'OF THE OVERPASS, 40 FT. WEST OF THE CENTER OF A PAVED ROAD, 3.6 FT.
 FC0200'NORTHEAST OF A WITNESS SIGN, AND 3 FT. EAST OF A WIRE FENCE.  THE
 FC0200'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0200'GROUND.  NOTE-- THIS STATION IS 0.9 MILE NORTHEAST ALONG
 FC0200'INTERSTATE HIGHWAY 40 FROM B.M. N 233.
 FC0200
 FC0200                          STATION RECOVERY (1981)
 FC0200
 FC0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0200'ALL MARKS FOUND AS DESCRIBED.  THE DESCRIPTION IS GOOD WITH THE BELOW.
 FC0200'
 FC0200'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK AND IT
 FC0200'IS 59 FEET SOUTHEAST OF THE SOUTHEAST LEG OF AN ELECTRIC TRANSMISSION
 FC0200'TOWER.
 FC0200'
 FC0200'REFERENCE MARK 1 IS 1 FOOT EAST OF A TVA POWER LINE SIGN.
 FC0200'
 FC0200'THE STATION IS LOCATED NEAR THE 361.5 MILE MARK OF INTERSTATE
 FC0200'HIGHWAY 40.
 FC0200
 FC0200                          STATION RECOVERY (1993)
 FC0200
 FC0200'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2283 ***********************************************************************
 GC2283  DESIGNATION -  TOWER
 GC2283  PID         -  GC2283
 GC2283  STATE/COUNTY-  TN/DAVIDSON
 GC2283  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2283
 GC2283                         *CURRENT SURVEY CONTROL
 GC2283  ___________________________________________________________________
 GC2283* NAD 83(1995)-  36 09 48.14786(N)    086 46 44.78652(W)     ADJUSTED  
 GC2283* NAVD 88     -       273.8    (meters)     898.     (feet)  VERTCON   
 GC2283  ___________________________________________________________________
 GC2283  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2283  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2283
 GC2283  HORZ ORDER  -  SECOND
 GC2283
 GC2283.The horizontal coordinates were established by classical geodetic methods
 GC2283.and adjusted by the National Geodetic Survey in April 1999..
 GC2283
 GC2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2283
 GC2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2283
 GC2283.The geoid height was determined by GEOID03.
 GC2283
 GC2283;                    North         East     Units Scale Factor Converg.
 GC2283;SPC TN       -   203,321.814   529,901.186   MT  0.99996487   -0 27 22.0
 GC2283;SPC TN       -   667,064.98  1,738,517.47   sFT  0.99996487   -0 27 22.0
 GC2283;UTM  16      - 4,002,091.909   519,867.399   MT  0.99960486   +0 07 49.2
 GC2283
 GC2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2283!SPC TN       -   0.99996163  x   0.99996487  =   0.99992650
 GC2283!UTM  16      -   0.99996163  x   0.99960486  =   0.99956651
 GC2283
 GC2283:                Primary Azimuth Mark                     Grid Az
 GC2283:SPC TN       -  NASHVILLE CITY GEN HOSP STACK            120 57 40.8
 GC2283:UTM  16      -  NASHVILLE CITY GEN HOSP STACK            120 22 29.6
 GC2283
 GC2283|---------------------------------------------------------------------|
 GC2283| PID    Reference Object                     Distance      Geod. Az  |
 GC2283|                                                           dddmmss.s |
 GC2283| GC2261 NASHVILLE CITY GEN HOSP STACK       APPROX. 1.4 KM 1203018.8 |
 GC2283| CG7675 TOWER RM 1                            3.289 METERS 21859     |
 GC2283| GC2266 NASHVILLE FISK UNIV MEM CHAPEL      APPROX. 2.3 KM 2821351.7 |
 GC2283| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 2.4 KM 2845504.4 |
 GC2283| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 0.5 KM 3003037.8 |
 GC2283| GC2268 NASHVILLE NHA CHEATAM PL STK        APPROX. 2.1 KM 3181156.2 |
 GC2283| CG7676 TOWER RM 2                            2.057 METERS 34105     |
 GC2283|---------------------------------------------------------------------|
 GC2283
 GC2283                          SUPERSEDED SURVEY CONTROL
 GC2283
 GC2283  NAD 83(1995)-  36 09 48.14988(N)    086 46 44.78850(W) AD(       ) 2
 GC2283  NAD 83(1995)-  36 09 48.15199(N)    086 46 44.78862(W) AD(       ) 2
 GC2283  NAD 83(1986)-  36 09 48.15803(N)    086 46 44.78965(W) AD(       ) 2
 GC2283  NAD 27      -  36 09 47.95290(N)    086 46 44.79380(W) AD(       ) 2
 GC2283  NGVD 29 (07/19/86)  273.8    (m)          898.     (f) VERT ANG       
 GC2283
 GC2283.Superseded values are not recommended for survey control.
 GC2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2283.See file dsdata.txt to determine how the superseded data were derived.
 GC2283
 GC2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1986702092(NAD 83)
 GC2283_MARKER: T = CHISELED TRIANGLE
 GC2283_SETTING: 0 = UNSPECIFIED SETTING
 GC2283
 GC2283  HISTORY     - Date     Condition        Report By
 GC2283  HISTORY     - 1959     MONUMENTED       CGS
 GC2283
 GC2283                          STATION DESCRIPTION
 GC2283
 GC2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2283'THE STATION IS LOCATED ON THE ROOF OF THE LIFE AND CASUALTY BUILDING
 GC2283'WHICH IS THE TALLEST BUILDING IN NASHVILLE AND SITUATED AT THE
 GC2283'CORNER OF FOURTH AVENUE AND CHURCH STREET.  NOTE. TAKE THE ELEVATOR
 GC2283'TO THE 31ST FLOOR, FROM HERE CLIMB TWO SHORT FLIGHTS OF STAIRS AND
 GC2283'SCALE TWO SHORT LADDERS ABOUT 12 FEET IN LENGTH TO GAIN ENTRANCE ONTO
 GC2283'THE ROOF.
 GC2283'
 GC2283'THE STATION IS MARKED BY A SMALL TRIANGLE CHISELED INTO A 8-INCH
 GC2283'I-BEAM WITH A PUNCH MARK IN THE CENTER.  TOWER 1959 IS STAMPED
 GC2283'AROUND THE TRIANGLE.  IT IS 9 FEET WEST-SOUTHWEST OF AN IRON LADDER.
 GC2283'
 GC2283'REFERENCE MARK NO. 1 IS A BRASS BOLT WITH A PUNCH HOLE IN IT.  A
 GC2283'LIGHTNING ROD IS SCREWED ONTO THIS BOLT, IT IS NECESSARY TO
 GC2283'REMOVE THE LIGHTNING ROD TO SEE PUNCH HOLE.  IT IS 16.2 FEET NORTH OF
 GC2283'THE SOUTH EDGE OF PARAPET, ABOUT 2 FEET HIGHER THAN STATION AND
 GC2283'R.M. 1 IS PAINTED IN RED BY LIGHTNING ROD.  THE POINT WAS TO CLOSE TO
 GC2283'FOCUS ON AND ONE POINTING ONLY WAS TAKEN.
 GC2283'
 GC2283'REFERENCE MARK NO. 2 IS A BRASS BOLT WITH A PUNCH HOLE IN IT.  A
 GC2283'LIGHTNING ROD IS SCREWED ONTO THIS BOLT, IT IS NECESSARY TO
 GC2283'REMOVE THE LIGHTNING ROD TO SEE PUNCH HOLE.  IT IS 2.8 FEET WEST OF
 GC2283'THE WEST EDGE OF AN IRON LADDER, ABOUT 2 FEET HIGHER THAN STATION
 GC2283'AND R.M. 2 IS PAINTED IN RED BY LIGHTNING ROD.  THE POINT WAS TO
 GC2283'CLOSE TO FOCUS ON AND ONE POINTING ONLY WAS TAKEN.
 GC2283'
 GC2283'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, NASHVILLE, TENN.
 GC2283'STATE CAPITOL CUPOLA WILL SERVE AS AN AZIMUTH MARK.
 GC2283'
 GC2283'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0201 ***********************************************************************
 FC0201  DESIGNATION -  TOWER RM 1
 FC0201  PID         -  FC0201
 FC0201  STATE/COUNTY-  TN/ROANE
 FC0201  USGS QUAD   -  BETHEL VALLEY (1989)
 FC0201
 FC0201                         *CURRENT SURVEY CONTROL
 FC0201  ___________________________________________________________________
 FC0201* NAD 83(1986)-  35 52 45.     (N)    084 21 41.     (W)     SCALED    
 FC0201* NAVD 88     -       255.572  (meters)     838.49   (feet)  ADJUSTED  
 FC0201  ___________________________________________________________________
 FC0201  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0201  DYNAMIC HT  -         255.330 (meters)     837.70  (feet)  COMP
 FC0201  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 FC0201
 FC0201  VERT ORDER  -  SECOND    CLASS 0
 FC0201
 FC0201.The horizontal coordinates were scaled from a topographic map and have
 FC0201.an estimated accuracy of +/- 6 seconds.
 FC0201
 FC0201.The orthometric height was determined by differential leveling
 FC0201.and adjusted by the National Geodetic Survey in June 1991..
 FC0201
 FC0201.The geoid height was determined by GEOID03.
 FC0201
 FC0201.The dynamic height is computed by dividing the NAVD 88
 FC0201.geopotential number by the normal gravity value computed on the
 FC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0201.degrees latitude (g = 980.6199 gals.).
 FC0201
 FC0201.The modeled gravity was interpolated from observed gravity values.
 FC0201
 FC0201;                    North         East    Units  Estimated Accuracy
 FC0201;SPC TN       -   172,750.      747,950.      MT  (+/- 180 meters Scaled)
 FC0201
 FC0201                          SUPERSEDED SURVEY CONTROL
 FC0201
 FC0201  NGVD 29 (??/??/92)  255.681  (m)          838.85   (f) ADJ UNCH    2 0
 FC0201
 FC0201.Superseded values are not recommended for survey control.
 FC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0201.See file dsdata.txt to determine how the superseded data were derived.
 FC0201
 FC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE382737(NAD 83)
 FC0201_MARKER: DR = REFERENCE MARK DISK
 FC0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0201_STAMPING: TOWER NO 1 1960
 FC0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0201+STABILITY: SURFACE MOTION
 FC0201
 FC0201  HISTORY     - Date     Condition        Report By
 FC0201  HISTORY     - 1960     MONUMENTED       CGS
 FC0201
 FC0201                          STATION DESCRIPTION
 FC0201
 FC0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0201'9.4 MI NW FROM EATON CROSSROADS.
 FC0201'THIS MARK IS LOCATED AT THE TOWER 1960 STATION SITE, 26.5 FT.
 FC0201'NORTHWEST OF THE STATION MARK, 42 FT. WEST OF THE CENTER OF THE
 FC0201'PAVED ROAD, 34 FT. SOUTHEAST OF THE SOUTHEAST LEG OF A POWER
 FC0201'LINE TOWER, AND 1 FT. EAST OF A WIRE FENCE.  THE DISK IS SET IN
 FC0201'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0199 ***********************************************************************
 FC0199  DESIGNATION -  TOWER RM 2
 FC0199  PID         -  FC0199
 FC0199  STATE/COUNTY-  TN/ROANE
 FC0199  USGS QUAD   -  BETHEL VALLEY (1989)
 FC0199
 FC0199                         *CURRENT SURVEY CONTROL
 FC0199  ___________________________________________________________________
 FC0199* NAD 83(1986)-  35 52 45.     (N)    084 21 41.     (W)     SCALED    
 FC0199* NAVD 88     -       255.597  (meters)     838.57   (feet)  ADJUSTED  
 FC0199  ___________________________________________________________________
 FC0199  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0199  DYNAMIC HT  -         255.355 (meters)     837.78  (feet)  COMP
 FC0199  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 FC0199
 FC0199  VERT ORDER  -  SECOND    CLASS 0
 FC0199
 FC0199.The horizontal coordinates were scaled from a topographic map and have
 FC0199.an estimated accuracy of +/- 6 seconds.
 FC0199
 FC0199.The orthometric height was determined by differential leveling
 FC0199.and adjusted by the National Geodetic Survey in June 1991..
 FC0199
 FC0199.The geoid height was determined by GEOID03.
 FC0199
 FC0199.The dynamic height is computed by dividing the NAVD 88
 FC0199.geopotential number by the normal gravity value computed on the
 FC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0199.degrees latitude (g = 980.6199 gals.).
 FC0199
 FC0199.The modeled gravity was interpolated from observed gravity values.
 FC0199
 FC0199;                    North         East    Units  Estimated Accuracy
 FC0199;SPC TN       -   172,750.      747,950.      MT  (+/- 180 meters Scaled)
 FC0199
 FC0199                          SUPERSEDED SURVEY CONTROL
 FC0199
 FC0199  NGVD 29 (??/??/92)  255.706  (m)          838.93   (f) ADJ UNCH    2 0
 FC0199
 FC0199.Superseded values are not recommended for survey control.
 FC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0199.See file dsdata.txt to determine how the superseded data were derived.
 FC0199
 FC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE382737(NAD 83)
 FC0199_MARKER: DR = REFERENCE MARK DISK
 FC0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0199_STAMPING: TOWER NO 2 1960
 FC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0199+STABILITY: SURFACE MOTION
 FC0199
 FC0199  HISTORY     - Date     Condition        Report By
 FC0199  HISTORY     - 1960     MONUMENTED       CGS
 FC0199
 FC0199                          STATION DESCRIPTION
 FC0199
 FC0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0199'9.4 MI NW FROM EATON CROSSROADS.
 FC0199'THIS MARK IS LOCATED AT THE TOWER 1960 STATION SITE, 24.3 FT.
 FC0199'SOUTH OF THE STATION MARK, 138 FT. NORTHWEST OF THE NORTHWEST
 FC0199'CORNER OF AN OVERPASS, 42 FT. WEST OF THE CENTER OF A PAVED
 FC0199'ROAD, AND 1 FT. EAST OF A WIRE FENCE.  THE DISK IS SET IN TOP
 FC0199'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1702 ***********************************************************************
 GC1702  DESIGNATION -  TR 1
 GC1702  PID         -  GC1702
 GC1702  STATE/COUNTY-  TN/HUMPHREYS
 GC1702  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1702
 GC1702                         *CURRENT SURVEY CONTROL
 GC1702  ___________________________________________________________________
 GC1702* NAD 83(1986)-  36 03 24.     (N)    087 53 53.     (W)     SCALED    
 GC1702* NAVD 88     -       124.212  (meters)     407.52   (feet)  ADJUSTED  
 GC1702  ___________________________________________________________________
 GC1702  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GC1702  DYNAMIC HT  -         124.106 (meters)     407.17  (feet)  COMP
 GC1702  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GC1702
 GC1702  VERT ORDER  -  SECOND    CLASS 0
 GC1702
 GC1702.The horizontal coordinates were scaled from a topographic map and have
 GC1702.an estimated accuracy of +/- 6 seconds.
 GC1702
 GC1702.The orthometric height was determined by differential leveling
 GC1702.and adjusted by the National Geodetic Survey in June 1991..
 GC1702
 GC1702.The geoid height was determined by GEOID03.
 GC1702
 GC1702.The dynamic height is computed by dividing the NAVD 88
 GC1702.geopotential number by the normal gravity value computed on the
 GC1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1702.degrees latitude (g = 980.6199 gals.).
 GC1702
 GC1702.The modeled gravity was interpolated from observed gravity values.
 GC1702
 GC1702;                    North         East    Units  Estimated Accuracy
 GC1702;SPC TN       -   192,860.      429,010.      MT  (+/- 180 meters Scaled)
 GC1702
 GC1702                          SUPERSEDED SURVEY CONTROL
 GC1702
 GC1702  NGVD 29 (??/??/??)  124.23   (m)          407.6    (f) RESET       3  
 GC1702
 GC1702.Superseded values are not recommended for survey control.
 GC1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1702.See file dsdata.txt to determine how the superseded data were derived.
 GC1702
 GC1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE191906(NAD 83)
 GC1702_MARKER: DD = SURVEY DISK
 GC1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1702_SP_SET: SIDEWALK
 GC1702_STAMPING: TR-1 1961
 GC1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1702
 GC1702  HISTORY     - Date     Condition        Report By
 GC1702  HISTORY     - 1961     MONUMENTED       TNHD
 GC1702  HISTORY     - 1972     GOOD             TVA
 GC1702  HISTORY     - 1988     GOOD             USPSQD
 GC1702
 GC1702                          STATION DESCRIPTION
 GC1702
 GC1702'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1702'5.2 MI E FROM JOHNSONVILLE.
 GC1702'FROM THE NC AND ST. L. R.R. STATION AT JOHNSONVILLE, GO 5.2
 GC1702'MILES EAST ON U.S. HIGHWAY 70 TO A CONCRETE HIGHWAY BRIDGE
 GC1702'CROSSING TRACE CREEK.  THE MARK IS ON THE WEST BOUND LANE, 14.6
 GC1702'FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND LANE, 1.7 FEET
 GC1702'NORTH OF THE CONCRETE HAND RAIL AND 6 INCHES EAST OF THE WEST
 GC1702'END OF THE SOUTH WALK WAY.  THE MARK IS A TENNESSEE HIGHWAY DEPT.
 GC1702'SURVEY MARK FLUSH WITH THE SURFACE OF THE SOUTH WALK WAY AND
 GC1702'ABOUT 7 INCHES HIGHER THAN THE PAVEMENT.
 GC1702
 GC1702                          STATION RECOVERY (1972)
 GC1702
 GC1702'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1702'RECOVERED IN GOOD CONDITION.
 GC1702
 GC1702                          STATION RECOVERY (1988)
 GC1702
 GC1702'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1703 ***********************************************************************
 GC1703  DESIGNATION -  TR 2
 GC1703  PID         -  GC1703
 GC1703  STATE/COUNTY-  TN/HUMPHREYS
 GC1703  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1703
 GC1703                         *CURRENT SURVEY CONTROL
 GC1703  ___________________________________________________________________
 GC1703* NAD 83(1986)-  36 03 07.     (N)    087 54 25.     (W)     SCALED    
 GC1703* NAVD 88     -       124.294  (meters)     407.79   (feet)  ADJUSTED  
 GC1703  ___________________________________________________________________
 GC1703  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GC1703  DYNAMIC HT  -         124.188 (meters)     407.44  (feet)  COMP
 GC1703  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC1703
 GC1703  VERT ORDER  -  SECOND    CLASS 0
 GC1703
 GC1703.The horizontal coordinates were scaled from a topographic map and have
 GC1703.an estimated accuracy of +/- 6 seconds.
 GC1703
 GC1703.The orthometric height was determined by differential leveling
 GC1703.and adjusted by the National Geodetic Survey in June 1991..
 GC1703
 GC1703.The geoid height was determined by GEOID03.
 GC1703
 GC1703.The dynamic height is computed by dividing the NAVD 88
 GC1703.geopotential number by the normal gravity value computed on the
 GC1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1703.degrees latitude (g = 980.6199 gals.).
 GC1703
 GC1703.The modeled gravity was interpolated from observed gravity values.
 GC1703
 GC1703;                    North         East    Units  Estimated Accuracy
 GC1703;SPC TN       -   192,350.      428,190.      MT  (+/- 180 meters Scaled)
 GC1703
 GC1703                          SUPERSEDED SURVEY CONTROL
 GC1703
 GC1703  NGVD 29 (??/??/??)  124.31   (m)          407.8    (f) RESET       3  
 GC1703
 GC1703.Superseded values are not recommended for survey control.
 GC1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1703.See file dsdata.txt to determine how the superseded data were derived.
 GC1703
 GC1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE183900(NAD 83)
 GC1703_MARKER: DD = SURVEY DISK
 GC1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1703_SP_SET: SIDEWALK
 GC1703_STAMPING: TR-2 1961
 GC1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1703
 GC1703  HISTORY     - Date     Condition        Report By
 GC1703  HISTORY     - 1961     MONUMENTED       TNHD
 GC1703  HISTORY     - 1988     GOOD             USPSQD
 GC1703
 GC1703                          STATION DESCRIPTION
 GC1703
 GC1703'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1703'4.5 MI E FROM JOHNSONVILLE.
 GC1703'FROM THE R.R. STATION AT JOHNSONVILLE, GO 4.5 MILES EAST ON
 GC1703'U.S. 70 TO A CONCRETE HIGHWAY BRIDGE CROSSING TRACE CREEK.  THE
 GC1703'MARK IS LOCATED ON THE SOUTH WALK WAY, 1.5 FEET NORTHWEST OF THE
 GC1703'SOUTHWEST CORNER OF THE CONCRETE HAND RAIL, 15.2 FEET SOUTHEAST
 GC1703'OF THE CENTERLINE OF THE NORTH BOUND LANE.  THE MARK IS  A
 GC1703'TENNESSEE HIGHWAY DEPT. SURVEY MARK SET FLUSH WITH THE SURFACE
 GC1703'OF THE CONCRETE WALK WAY ABOUT 7 INCHES ABOVE THE PAVEMENT.
 GC1703
 GC1703                          STATION RECOVERY (1988)
 GC1703
 GC1703'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1699 ***********************************************************************
 GC1699  DESIGNATION -  TRACE
 GC1699  PID         -  GC1699
 GC1699  STATE/COUNTY-  TN/HUMPHREYS
 GC1699  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1699
 GC1699                         *CURRENT SURVEY CONTROL
 GC1699  ___________________________________________________________________
 GC1699* NAD 83(1995)-  36 03 55.72534(N)    087 52 56.48679(W)     ADJUSTED  
 GC1699* NAVD 88     -       143.821  (meters)     471.85   (feet)  ADJUSTED  
 GC1699  ___________________________________________________________________
 GC1699  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GC1699  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GC1699  DYNAMIC HT  -         143.698 (meters)     471.45  (feet)  COMP
 GC1699  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC1699
 GC1699  HORZ ORDER  -  SECOND
 GC1699  VERT ORDER  -  SECOND    CLASS 0
 GC1699
 GC1699.The horizontal coordinates were established by classical geodetic methods
 GC1699.and adjusted by the National Geodetic Survey in April 1999..
 GC1699
 GC1699.The orthometric height was determined by differential leveling
 GC1699.and adjusted by the National Geodetic Survey in June 1991..
 GC1699
 GC1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1699
 GC1699.The geoid height was determined by GEOID03.
 GC1699
 GC1699.The dynamic height is computed by dividing the NAVD 88
 GC1699.geopotential number by the normal gravity value computed on the
 GC1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1699.degrees latitude (g = 980.6199 gals.).
 GC1699
 GC1699.The modeled gravity was interpolated from observed gravity values.
 GC1699
 GC1699;                    North         East     Units Scale Factor Converg.
 GC1699;SPC TN       -   193,811.364   430,437.951   MT  0.99995653   -1 06 07.2
 GC1699;SPC TN       -   635,862.78  1,412,195.18   sFT  0.99995653   -1 06 07.2
 GC1699;UTM  16      - 3,991,571.315   420,540.042   MT  0.99967780   -0 31 10.1
 GC1699
 GC1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1699!SPC TN       -   0.99998192  x   0.99995653  =   0.99993846
 GC1699!UTM  16      -   0.99998192  x   0.99967780  =   0.99965973
 GC1699
 GC1699|---------------------------------------------------------------------|
 GC1699| PID    Reference Object                     Distance      Geod. Az  |
 GC1699|                                                           dddmmss.s |
 GC1699| GC1698 TRACE RM 1                           22.404 METERS 05551     |
 GC1699| GC1700 TRACE RM 2                           19.415 METERS 22307     |
 GC1699| GC1701 TRACE AZ MK                         APPROX. 1.2 KM 2350509.2 |
 GC1699|---------------------------------------------------------------------|
 GC1699
 GC1699                          SUPERSEDED SURVEY CONTROL
 GC1699
 GC1699  NAD 83(1995)-  36 03 55.72739(N)    087 52 56.49071(W) AD(       ) 2
 GC1699  NAD 83(1995)-  36 03 55.72736(N)    087 52 56.49297(W) AD(       ) 2
 GC1699  NAD 83(1986)-  36 03 55.73473(N)    087 52 56.48973(W) AD(       ) 2
 GC1699  NAD 27      -  36 03 55.51646(N)    087 52 56.39261(W) AD(       ) 2
 GC1699  NGVD 29 (??/??/??)  143.84   (m)          471.9    (f) RESET       3  
 GC1699
 GC1699.Superseded values are not recommended for survey control.
 GC1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1699.See file dsdata.txt to determine how the superseded data were derived.
 GC1699
 GC1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2054091571(NAD 83)
 GC1699_MARKER: DD = SURVEY DISK
 GC1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1699_STAMPING: TRACE 1961
 GC1699_MARK LOGO: TNHD  
 GC1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1699+STABILITY: SURFACE MOTION
 GC1699
 GC1699  HISTORY     - Date     Condition        Report By
 GC1699  HISTORY     - 1961     MONUMENTED       TNHD
 GC1699  HISTORY     - 1961     GOOD             TNHD
 GC1699  HISTORY     - 1972     GOOD             LOCSUR
 GC1699
 GC1699                          STATION DESCRIPTION
 GC1699
 GC1699'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1699'5.2 MI SW FROM WAVERLY.
 GC1699'FROM THE COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S. HIGHWAY 70
 GC1699'FOR 5.2 MILES TO A HIGHWAY CUT ON THE LEFT.  THE MARK IS LOCATED
 GC1699'13 FEET NORTHWEST OF THE EDGE AND ON TOP OF A 67 FOOT HIGHWAY
 GC1699'CUT, 77 FEET SOUTHWEST OF A POWER POLE, AND 3 FEET NORTHWEST OF A
 GC1699'WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1699'CONCRETE POST FLUSH WITH THE GROUND.
 GC1699
 GC1699                          STATION RECOVERY (1961)
 GC1699
 GC1699'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1699'THE STATION IS ABOUT 5.2 MILES SOUTHWEST OF WAVERLY.
 GC1699'
 GC1699'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC1699'COUNTY COURTHOUSE IN WAVERLY, GO 5.2 MILES SOUTHWEST ON U.S. HIGHWAY
 GC1699'70 TO A HIGHWAY CUT ON THE LEFT.  PACK 200 FEET SOUTHWEST TO THE
 GC1699'TOP OF THE CUT AND THE STATION AS DESCRIBED.
 GC1699'
 GC1699'THE STATION IS LOCATED ON THE HIGHWAY RIGHT-OF-WAY, 77 FEET
 GC1699'SOUTHWEST OF A POLE, 13 FEET SOUTHEAST OF THE EDGE OF A 67 FOOT
 GC1699'HIGHWAY CUT, AND 3.0 FEET NORTHWEST OF A WITNESS POST.  SURFACE AND
 GC1699'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC1699'STAMPED TRACE 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC1699'BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH
 GC1699'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1699'
 GC1699'REFERENCE MARK NO. 1 IS 15 FEET SOUTHEAST OF A HIGHWAY CUT AND 4
 GC1699'FEET WEST OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC1699'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC1699'AND THE DISK IS STAMPED TRACE RM-1 1961.
 GC1699'
 GC1699'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A HIGHWAY CUT.  THE MARK
 GC1699'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC1699'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TRACE RM-2
 GC1699'1961.
 GC1699'
 GC1699'THE AZIMUTH MARK IS 127 FEET SOUTHWEST OF A HIGHWAY CULVERT, 35
 GC1699'FEET SOUTH OF THE CENTER LINE OF EAST BOUND 2 LANES OF U.S. HIGHWAY
 GC1699'70, 3 FEET NORTHEAST OF THE BOTTOM OF A LARGE HIGHWAY CUT, AND 1.6
 GC1699'FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC1699'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC1699'MONUMENT AND THE DISK IS STAMPED TRACE AZI 1961.
 GC1699'
 GC1699'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 GC1699'U.S. HIGHWAY 70 FOR 0.8 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC1699'
 GC1699'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC1699
 GC1699                          STATION RECOVERY (1972)
 GC1699
 GC1699'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC1699'TRACE TRIANGULATION STATION DESCRIPTION AS IN BULLETIN - STEEL
 GC1699'POST AND SURVEY MARKER SIGN SET AT MON.
 GC1699'
 GC1699'TRACE AZ. - GOOD - DESCRIPTION AS IN BULLETIN - STEEL POST AND
 GC1699'SURVEY MARKER SIGN SET AT MON.
 GC1699'
 GC1699'REF. NO. 1 - GOOD - DESCRIPTION AS IN BULLETIN
 GC1699'
 GC1699'REF NO. 2 - NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0014 ***********************************************************************
 FE0014  DESIGNATION -  TRACE
 FE0014  PID         -  FE0014
 FE0014  STATE/COUNTY-  TN/HENDERSON
 FE0014  USGS QUAD   -  YUMA (1986)
 FE0014
 FE0014                         *CURRENT SURVEY CONTROL
 FE0014  ___________________________________________________________________
 FE0014* NAD 83(1995)-  35 49 04.19681(N)    088 15 12.40892(W)     ADJUSTED  
 FE0014* NAVD 88     -       197.915  (meters)     649.33   (feet)  ADJUSTED  
 FE0014  ___________________________________________________________________
 FE0014  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE0014  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0014  DYNAMIC HT  -         197.740 (meters)     648.75  (feet)  COMP
 FE0014  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FE0014
 FE0014  HORZ ORDER  -  SECOND
 FE0014  VERT ORDER  -  SECOND    CLASS 0
 FE0014
 FE0014.The horizontal coordinates were established by classical geodetic methods
 FE0014.and adjusted by the National Geodetic Survey in April 1999..
 FE0014
 FE0014.The orthometric height was determined by differential leveling
 FE0014.and adjusted by the National Geodetic Survey in June 1991..
 FE0014
 FE0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0014
 FE0014.The geoid height was determined by GEOID03.
 FE0014
 FE0014.The dynamic height is computed by dividing the NAVD 88
 FE0014.geopotential number by the normal gravity value computed on the
 FE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0014.degrees latitude (g = 980.6199 gals.).
 FE0014
 FE0014.The modeled gravity was interpolated from observed gravity values.
 FE0014
 FE0014;                    North         East     Units Scale Factor Converg.
 FE0014;SPC TN       -   167,047.920   396,383.158   MT  0.99994844   -1 19 09.3
 FE0014;SPC TN       -   548,056.38  1,300,467.08   sFT  0.99994844   -1 19 09.3
 FE0014;UTM  16      - 3,964,468.612   386,767.697   MT  0.99975799   -0 44 01.0
 FE0014
 FE0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0014!SPC TN       -   0.99997337  x   0.99994844  =   0.99992181
 FE0014!UTM  16      -   0.99997337  x   0.99975799  =   0.99973137
 FE0014
 FE0014|---------------------------------------------------------------------|
 FE0014| PID    Reference Object                     Distance      Geod. Az  |
 FE0014|                                                           dddmmss.s |
 FE0014| FE0015 TRACE RM 1                           30.892 METERS 11947     |
 FE0014| FE0012 TRACE AZ MK                                        1702328.7 |
 FE0014| FE0013 TRACE RM 2                           22.405 METERS 20748     |
 FE0014| FE2229 NATCHEZ                             APPROX. 4.2 KM 2080928.3 |
 FE0014|---------------------------------------------------------------------|
 FE0014
 FE0014                          SUPERSEDED SURVEY CONTROL
 FE0014
 FE0014  NAD 83(1995)-  35 49 04.19901(N)    088 15 12.41499(W) AD(       ) 2
 FE0014  NAD 83(1986)-  35 49 04.20707(N)    088 15 12.40960(W) AD(       ) 2
 FE0014  NAD 27      -  35 49 03.97410(N)    088 15 12.25450(W) AD(       ) 2
 FE0014  NGVD 29 (??/??/??)  197.934  (m)          649.39   (f) ADJUSTED    2 0
 FE0014
 FE0014.Superseded values are not recommended for survey control.
 FE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0014.See file dsdata.txt to determine how the superseded data were derived.
 FE0014
 FE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8676864469(NAD 83)
 FE0014_MARKER: DE = TRAVERSE STATION DISK
 FE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0014_STAMPING: TRACE 1959
 FE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0014+STABILITY: SURFACE MOTION
 FE0014
 FE0014  HISTORY     - Date     Condition        Report By
 FE0014  HISTORY     - 1959     MONUMENTED       CGS
 FE0014  HISTORY     - 1959     GOOD             CGS
 FE0014  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0014
 FE0014                          STATION DESCRIPTION
 FE0014
 FE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0014'THE STATION IS LOCATED ABOUT 19 MILES SOUTH-SOUTHWEST OF CAMDEN AND
 FE0014'ABOUT 4 MILES NORTH-NORTHWEST OF THE NATCHEZ TRACE STATE PARK
 FE0014'HEADQUARTERS, 62 FEET WEST OF A GRAVELED ROAD AND 3 FEET EAST OF A
 FE0014'WITNESS POST. IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 FE0014'SQUARE CONCRETE POST WITH AN UNDERGROUND MARK, IS SET FLUSH WITH THE
 FE0014'SURROUNDING SURFACE AND IS STAMPED TRACE 1959.
 FE0014'
 FE0014'TO REACH THE STATION FROM THE NATCHEZ TRACE STATE PARK HEADQUARTERS,
 FE0014'WHICH IS ABOUT 25 MILES SOUTH OF CAMDEN, GO NORTH ON A GRAVELED
 FE0014'ROAD FOR 0.1 MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE NORTH ON
 FE0014'THE GRAVELED ROAD FOR 2.0 MILES TO A FORK, KEEP LEFT FORK AND GO
 FE0014'1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 FE0014'NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS
 FE0014'DESCRIBED.
 FE0014'
 FE0014'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 FE0014'AND 1 FOOT NORTH OF A TELEPHONE POLE. IT IS A STANDARD DISK SET
 FE0014'IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING
 FE0014'SURFACE AND IS STAMPED TRACE NO 1 1959.
 FE0014'
 FE0014'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FE0014'CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 FE0014'IS STAMPED TRACE NO 2 1959.
 FE0014'
 FE0014'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 FE0014'2 FEET NORTH-NORTHWEST OF A WITNESS POST. IT IS A STANDARD DISK SET
 FE0014'IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING
 FE0014'SURFACE AND IS STAMPED TRACE 1959.
 FE0014
 FE0014                          STATION RECOVERY (1959)
 FE0014
 FE0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0014'12 MI SE FROM YUMA.
 FE0014'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0014'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0014'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A
 FE0014'T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0014'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0014'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.1 MILE
 FE0014'NORTHEAST ON A GRAVELED ROAD, THE STATION IS 0.35 MILE NORTH OF
 FE0014'THE JUNCTION OF FAIRVIEW TRAIL, 62 FT. WEST OF A GRAVELED ROAD,
 FE0014'3 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 FE0014'POST, SET FLUSH WITH THE GROUND AND ABOUT 5 FT. ABOVE THE LEVEL OF
 FE0014'THE ROAD.
 FE0014
 FE0014                          STATION RECOVERY (1972)
 FE0014
 FE0014'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (LT)
 FE0014'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0014'
 FE0014'LOCATION LIES IN I-40 CONSTRUCTION AREA.
 FE0014'
 FE0014'(IF TRACE 2 HAS A NEW AZIMUTH, WE NEED DESCRIPTION).
 FE0014'
 FE0014'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.3 MILES NORTH OF
 FE0014'NATCHEZ TRACE PARK HDQRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1701 ***********************************************************************
 GC1701  DESIGNATION -  TRACE AZ MK
 GC1701  PID         -  GC1701
 GC1701  STATE/COUNTY-  TN/HUMPHREYS
 GC1701  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1701
 GC1701                         *CURRENT SURVEY CONTROL
 GC1701  ___________________________________________________________________
 GC1701* NAD 83(1995)-  36 03 32.97352(N)    087 53 36.62890(W)     ADJUSTED  
 GC1701* NAVD 88     -       123.506  (meters)     405.20   (feet)  ADJUSTED  
 GC1701  ___________________________________________________________________
 GC1701  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GC1701  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GC1701  DYNAMIC HT  -         123.400 (meters)     404.85  (feet)  COMP
 GC1701  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GC1701
 GC1701  HORZ ORDER  -  THIRD
 GC1701  VERT ORDER  -  SECOND    CLASS 0
 GC1701
 GC1701.The horizontal coordinates were established by classical geodetic methods
 GC1701.and adjusted by the National Geodetic Survey in April 1999..
 GC1701.No horizontal observational check was made to the station.
 GC1701
 GC1701.The orthometric height was determined by differential leveling
 GC1701.and adjusted by the National Geodetic Survey in June 1991..
 GC1701
 GC1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1701
 GC1701.The geoid height was determined by GEOID03.
 GC1701
 GC1701.The dynamic height is computed by dividing the NAVD 88
 GC1701.geopotential number by the normal gravity value computed on the
 GC1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1701.degrees latitude (g = 980.6199 gals.).
 GC1701
 GC1701.The modeled gravity was interpolated from observed gravity values.
 GC1701
 GC1701;                    North         East     Units Scale Factor Converg.
 GC1701;SPC TN       -   193,129.640   429,420.069   MT  0.99995609   -1 06 30.7
 GC1701;SPC TN       -   633,626.16  1,408,855.68   sFT  0.99995609   -1 06 30.7
 GC1701;UTM  16      - 3,990,879.468   419,529.424   MT  0.99967979   -0 31 33.5
 GC1701
 GC1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1701!SPC TN       -   0.99998511  x   0.99995609  =   0.99994120
 GC1701!UTM  16      -   0.99998511  x   0.99967979  =   0.99966490
 GC1701
 GC1701                          SUPERSEDED SURVEY CONTROL
 GC1701
 GC1701  NAD 83(1995)-  36 03 32.97560(N)    087 53 36.63284(W) AD(       ) 3
 GC1701  NAD 83(1995)-  36 03 32.97546(N)    087 53 36.63519(W) AD(       ) 3
 GC1701  NAD 83(1986)-  36 03 32.98284(N)    087 53 36.63193(W) AD(       ) 3
 GC1701  NAD 27      -  36 03 32.76417(N)    087 53 36.53352(W) AD(       ) 3
 GC1701  NGVD 29 (??/??/??)  123.54   (m)          405.3    (f) RESET       3  
 GC1701
 GC1701.Superseded values are not recommended for survey control.
 GC1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1701.See file dsdata.txt to determine how the superseded data were derived.
 GC1701
 GC1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1952990879(NAD 83)
 GC1701_MARKER: DZ = AZIMUTH MARK DISK
 GC1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1701_STAMPING: TRACE AZI 1961
 GC1701_MARK LOGO: TNHD  
 GC1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1701+STABILITY: SURFACE MOTION
 GC1701
 GC1701  HISTORY     - Date     Condition        Report By
 GC1701  HISTORY     - 1961     MONUMENTED       TNHD
 GC1701  HISTORY     - 1961     GOOD             USGS
 GC1701  HISTORY     - 1961     GOOD             TNHD
 GC1701
 GC1701                          STATION DESCRIPTION
 GC1701
 GC1701'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1701'6 MI SW FROM WAVERLY.
 GC1701'FROM THE COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S. HIGHWAY 70
 GC1701'FOR 6 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 35
 GC1701'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 127 FEET
 GC1701'SOUTHWEST OF A HIGHWAY CULVERT, 3 FEET NORTHEAST OF A LARGE
 GC1701'HIGHWAY CUT, AND 1.6 FEET NORTH OF A WITNESS POST.  THE MARK SET
 GC1701'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC1701
 GC1701                          STATION RECOVERY (1961)
 GC1701
 GC1701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1701'RECOVERED IN GOOD CONDITION.
 GC1701
 GC1701                          STATION RECOVERY (1961)
 GC1701
 GC1701'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1701'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC1701'10 INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1701'TRACE AZI 1961.  IT IS 127 FEET SOUTHWEST OF A HIGHWAY CULVERT, 35
 GC1701'FEET SOUTH OF THE CENTER LINE OF EAST BOUND 2 LANES OF U.S.
 GC1701'HIGHWAY 70, 3 FEET NORTHEAST OF THE BOTTOM OF A LARGE HIGHWAY CUT,
 GC1701'AND 1.6 FEET NORTH OF A WITNESS POST.
 GC1701'
 GC1701'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 GC1701'ON U.S. HIGHWAY 70 FOR 0.8 MILE TO THE MARK ON THE LEFT AS
 GC1701'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0012 ***********************************************************************
 FE0012  DESIGNATION -  TRACE AZ MK
 FE0012  PID         -  FE0012
 FE0012  STATE/COUNTY-  TN/HENDERSON
 FE0012  USGS QUAD   -  YUMA (1986)
 FE0012
 FE0012                         *CURRENT SURVEY CONTROL
 FE0012  ___________________________________________________________________
 FE0012* NAD 83(1986)-  35 48 58.     (N)    088 15 11.     (W)     SCALED    
 FE0012* NAVD 88     -       193.759  (meters)     635.69   (feet)  ADJUSTED  
 FE0012  ___________________________________________________________________
 FE0012  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0012  DYNAMIC HT  -         193.588 (meters)     635.13  (feet)  COMP
 FE0012  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FE0012
 FE0012  VERT ORDER  -  SECOND    CLASS 0
 FE0012
 FE0012.The horizontal coordinates were scaled from a topographic map and have
 FE0012.an estimated accuracy of +/- 6 seconds.
 FE0012
 FE0012.The orthometric height was determined by differential leveling
 FE0012.and adjusted by the National Geodetic Survey in June 1991..
 FE0012
 FE0012.The geoid height was determined by GEOID03.
 FE0012
 FE0012.The dynamic height is computed by dividing the NAVD 88
 FE0012.geopotential number by the normal gravity value computed on the
 FE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0012.degrees latitude (g = 980.6199 gals.).
 FE0012
 FE0012.The modeled gravity was interpolated from observed gravity values.
 FE0012
 FE0012;                    North         East    Units  Estimated Accuracy
 FE0012;SPC TN       -   166,860.      396,410.      MT  (+/- 180 meters Scaled)
 FE0012
 FE0012                          SUPERSEDED SURVEY CONTROL
 FE0012
 FE0012  NGVD 29 (??/??/??)  193.779  (m)          635.76   (f) ADJUSTED    2 0
 FE0012
 FE0012.Superseded values are not recommended for survey control.
 FE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0012.See file dsdata.txt to determine how the superseded data were derived.
 FE0012
 FE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE868642(NAD 83)
 FE0012_MARKER: DZ = AZIMUTH MARK DISK
 FE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0012_STAMPING: TRACE 1959
 FE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0012+STABILITY: SURFACE MOTION
 FE0012
 FE0012  HISTORY     - Date     Condition        Report By
 FE0012  HISTORY     - 1959     MONUMENTED       CGS
 FE0012
 FE0012                          STATION DESCRIPTION
 FE0012
 FE0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0012'11 MI SE FROM YUMA.
 FE0012'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0012'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0012'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO
 FE0012'A T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0012'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0012'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.05 MILE
 FE0012'NORTHWEST ON A GRAVELED ROAD, THE MARK IS 0.3 MILE NORTH OF THE
 FE0012'JUNCTION OF FAIRVIEW TRAIL, 23 FT. EAST OF THE CENTER OF A GRAVELED
 FE0012'ROAD, 2 FT. NORTH-NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF
 FE0012'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND
 FE0012'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1698 ***********************************************************************
 GC1698  DESIGNATION -  TRACE RM 1
 GC1698  PID         -  GC1698
 GC1698  STATE/COUNTY-  TN/HUMPHREYS
 GC1698  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1698
 GC1698                         *CURRENT SURVEY CONTROL
 GC1698  ___________________________________________________________________
 GC1698* NAD 83(1986)-  36 03 55.     (N)    087 52 56.     (W)     SCALED    
 GC1698* NAVD 88     -       143.314  (meters)     470.19   (feet)  ADJUSTED  
 GC1698  ___________________________________________________________________
 GC1698  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GC1698  DYNAMIC HT  -         143.191 (meters)     469.79  (feet)  COMP
 GC1698  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC1698
 GC1698  VERT ORDER  -  SECOND    CLASS 0
 GC1698
 GC1698.The horizontal coordinates were scaled from a topographic map and have
 GC1698.an estimated accuracy of +/- 6 seconds.
 GC1698
 GC1698.The orthometric height was determined by differential leveling
 GC1698.and adjusted by the National Geodetic Survey in June 1991..
 GC1698
 GC1698.The geoid height was determined by GEOID03.
 GC1698
 GC1698.The dynamic height is computed by dividing the NAVD 88
 GC1698.geopotential number by the normal gravity value computed on the
 GC1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1698.degrees latitude (g = 980.6199 gals.).
 GC1698
 GC1698.The modeled gravity was interpolated from observed gravity values.
 GC1698
 GC1698;                    North         East    Units  Estimated Accuracy
 GC1698;SPC TN       -   193,790.      430,450.      MT  (+/- 180 meters Scaled)
 GC1698
 GC1698                          SUPERSEDED SURVEY CONTROL
 GC1698
 GC1698  NGVD 29 (??/??/??)  143.34   (m)          470.3    (f) RESET       3  
 GC1698
 GC1698.Superseded values are not recommended for survey control.
 GC1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1698.See file dsdata.txt to determine how the superseded data were derived.
 GC1698
 GC1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE205915(NAD 83)
 GC1698_MARKER: DR = REFERENCE MARK DISK
 GC1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1698_STAMPING: TRACE RM-1 1961
 GC1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1698+STABILITY: SURFACE MOTION
 GC1698
 GC1698  HISTORY     - Date     Condition        Report By
 GC1698  HISTORY     - 1961     MONUMENTED       TNHD
 GC1698
 GC1698                          STATION DESCRIPTION
 GC1698
 GC1698'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1698'5.2 MI SW FROM WAVERLY.
 GC1698'THIS MARK IS LOCATED AT THE TRACE 1961 STATION SITE, 15 FEET
 GC1698'SOUTHEAST OF THE EDGE OF A 67 FOOT HIGHWAY CUT, AND 4 FEET WEST
 GC1698'OF A POWER POLE.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1698'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0015 ***********************************************************************
 FE0015  DESIGNATION -  TRACE RM 1
 FE0015  PID         -  FE0015
 FE0015  STATE/COUNTY-  TN/HENDERSON
 FE0015  USGS QUAD   -  YUMA (1986)
 FE0015
 FE0015                         *CURRENT SURVEY CONTROL
 FE0015  ___________________________________________________________________
 FE0015* NAD 83(1986)-  35 49 03.     (N)    088 15 13.     (W)     SCALED    
 FE0015* NAVD 88     -       195.975  (meters)     642.96   (feet)  ADJUSTED  
 FE0015  ___________________________________________________________________
 FE0015  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0015  DYNAMIC HT  -         195.801 (meters)     642.39  (feet)  COMP
 FE0015  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FE0015
 FE0015  VERT ORDER  -  SECOND    CLASS 0
 FE0015
 FE0015.The horizontal coordinates were scaled from a topographic map and have
 FE0015.an estimated accuracy of +/- 6 seconds.
 FE0015
 FE0015.The orthometric height was determined by differential leveling
 FE0015.and adjusted by the National Geodetic Survey in June 1991..
 FE0015
 FE0015.The geoid height was determined by GEOID03.
 FE0015
 FE0015.The dynamic height is computed by dividing the NAVD 88
 FE0015.geopotential number by the normal gravity value computed on the
 FE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0015.degrees latitude (g = 980.6199 gals.).
 FE0015
 FE0015.The modeled gravity was interpolated from observed gravity values.
 FE0015
 FE0015;                    North         East    Units  Estimated Accuracy
 FE0015;SPC TN       -   167,010.      396,370.      MT  (+/- 180 meters Scaled)
 FE0015
 FE0015                          SUPERSEDED SURVEY CONTROL
 FE0015
 FE0015  NGVD 29 (??/??/??)  195.994  (m)          643.02   (f) ADJUSTED    2 0
 FE0015
 FE0015.Superseded values are not recommended for survey control.
 FE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0015.See file dsdata.txt to determine how the superseded data were derived.
 FE0015
 FE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE867644(NAD 83)
 FE0015_MARKER: DR = REFERENCE MARK DISK
 FE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0015_STAMPING: TRACE NO 1 1959
 FE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0015+STABILITY: SURFACE MOTION
 FE0015
 FE0015  HISTORY     - Date     Condition        Report By
 FE0015  HISTORY     - 1959     MONUMENTED       CGS
 FE0015
 FE0015                          STATION DESCRIPTION
 FE0015
 FE0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0015'12 MI SE FROM YUMA.
 FE0015'THIS MARK IS LOCATED AT THE TRACE 1959 STATION SITE, 101.3 FT.
 FE0015'EAST OF THE STATION MARK, 28 FT. EAST OF THE CENTER OF A GRAVELED
 FE0015'ROAD, 1 FT. NORTH OF A TELEPHONE POLE, A DISK SET IN TOP OF A
 FE0015'CONCRETE POST, SET FLUSH WITH THE GROUND, AND ABOUT 6 FT. ABOVE
 FE0015'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1700 ***********************************************************************
 GC1700  DESIGNATION -  TRACE RM 2
 GC1700  PID         -  GC1700
 GC1700  STATE/COUNTY-  TN/HUMPHREYS
 GC1700  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1700
 GC1700                         *CURRENT SURVEY CONTROL
 GC1700  ___________________________________________________________________
 GC1700* NAD 83(1986)-  36 03 55.     (N)    087 52 56.     (W)     SCALED    
 GC1700* NAVD 88     -       144.380  (meters)     473.69   (feet)  ADJUSTED  
 GC1700  ___________________________________________________________________
 GC1700  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GC1700  DYNAMIC HT  -         144.256 (meters)     473.28  (feet)  COMP
 GC1700  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC1700
 GC1700  VERT ORDER  -  SECOND    CLASS 0
 GC1700
 GC1700.The horizontal coordinates were scaled from a topographic map and have
 GC1700.an estimated accuracy of +/- 6 seconds.
 GC1700
 GC1700.The orthometric height was determined by differential leveling
 GC1700.and adjusted by the National Geodetic Survey in June 1991..
 GC1700
 GC1700.The geoid height was determined by GEOID03.
 GC1700
 GC1700.The dynamic height is computed by dividing the NAVD 88
 GC1700.geopotential number by the normal gravity value computed on the
 GC1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1700.degrees latitude (g = 980.6199 gals.).
 GC1700
 GC1700.The modeled gravity was interpolated from observed gravity values.
 GC1700
 GC1700;                    North         East    Units  Estimated Accuracy
 GC1700;SPC TN       -   193,790.      430,450.      MT  (+/- 180 meters Scaled)
 GC1700
 GC1700                          SUPERSEDED SURVEY CONTROL
 GC1700
 GC1700  NGVD 29 (??/??/??)  144.40   (m)          473.8    (f) RESET       3  
 GC1700
 GC1700.Superseded values are not recommended for survey control.
 GC1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1700.See file dsdata.txt to determine how the superseded data were derived.
 GC1700
 GC1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE205915(NAD 83)
 GC1700_MARKER: DR = REFERENCE MARK DISK
 GC1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1700_STAMPING: TRACE RM-2 1961
 GC1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1700+STABILITY: SURFACE MOTION
 GC1700
 GC1700  HISTORY     - Date     Condition        Report By
 GC1700  HISTORY     - 1961     MONUMENTED       TNHD
 GC1700
 GC1700                          STATION DESCRIPTION
 GC1700
 GC1700'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1700'5.2 MI SW FROM WAVERLY.
 GC1700'THIS MARK IS LOCATED AT THE TRACE 1961 STATION SITE, AND 20 FEET
 GC1700'SOUTH OF THE EDGE OF A 67 FOOT HIGHWAY CUT.  THE MARK IS SET IN
 GC1700'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0013 ***********************************************************************
 FE0013  DESIGNATION -  TRACE RM 2
 FE0013  PID         -  FE0013
 FE0013  STATE/COUNTY-  TN/HENDERSON
 FE0013  USGS QUAD   -  YUMA (1986)
 FE0013
 FE0013                         *CURRENT SURVEY CONTROL
 FE0013  ___________________________________________________________________
 FE0013* NAD 83(1986)-  35 49 03.     (N)    088 15 13.     (W)     SCALED    
 FE0013* NAVD 88     -       198.212  (meters)     650.30   (feet)  ADJUSTED  
 FE0013  ___________________________________________________________________
 FE0013  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0013  DYNAMIC HT  -         198.037 (meters)     649.73  (feet)  COMP
 FE0013  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FE0013
 FE0013  VERT ORDER  -  SECOND    CLASS 0
 FE0013
 FE0013.The horizontal coordinates were scaled from a topographic map and have
 FE0013.an estimated accuracy of +/- 6 seconds.
 FE0013
 FE0013.The orthometric height was determined by differential leveling
 FE0013.and adjusted by the National Geodetic Survey in June 1991..
 FE0013
 FE0013.The geoid height was determined by GEOID03.
 FE0013
 FE0013.The dynamic height is computed by dividing the NAVD 88
 FE0013.geopotential number by the normal gravity value computed on the
 FE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0013.degrees latitude (g = 980.6199 gals.).
 FE0013
 FE0013.The modeled gravity was interpolated from observed gravity values.
 FE0013
 FE0013;                    North         East    Units  Estimated Accuracy
 FE0013;SPC TN       -   167,010.      396,370.      MT  (+/- 180 meters Scaled)
 FE0013
 FE0013                          SUPERSEDED SURVEY CONTROL
 FE0013
 FE0013  NGVD 29 (??/??/??)  198.231  (m)          650.36   (f) ADJUSTED    2 0
 FE0013
 FE0013.Superseded values are not recommended for survey control.
 FE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0013.See file dsdata.txt to determine how the superseded data were derived.
 FE0013
 FE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE867644(NAD 83)
 FE0013_MARKER: DR = REFERENCE MARK DISK
 FE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0013_STAMPING: TRACE NO 2 1959
 FE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0013+STABILITY: SURFACE MOTION
 FE0013
 FE0013  HISTORY     - Date     Condition        Report By
 FE0013  HISTORY     - 1959     MONUMENTED       CGS
 FE0013
 FE0013                          STATION DESCRIPTION
 FE0013
 FE0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0013'12 MI SE FROM YUMA.
 FE0013'THIS MARK IS LOCATED AT THE TRACE 1959 STATION SITE, 73.5 FT.
 FE0013'SOUTH-SOUTHWEST OF THE STATION MARK, A DISK SET IN TOP OF A
 FE0013'CONCRETE POST, SET FLUSH WITH THE GROUND, AND ABOUT 7 FT. ABOVE
 FE0013'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3540 ***********************************************************************
 GA3540  DESIGNATION -  TRENT
 GA3540  PID         -  GA3540
 GA3540  STATE/COUNTY-  TN/KNOX
 GA3540  USGS QUAD   -  MASCOT (1987)
 GA3540
 GA3540                         *CURRENT SURVEY CONTROL
 GA3540  ___________________________________________________________________
 GA3540* NAD 83(1995)-  36 01 10.04759(N)    083 41 45.94744(W)     ADJUSTED  
 GA3540* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 GA3540  ___________________________________________________________________
 GA3540  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GA3540  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA3540
 GA3540  HORZ ORDER  -  THIRD
 GA3540
 GA3540.The horizontal coordinates were established by classical geodetic methods
 GA3540.and adjusted by the National Geodetic Survey in April 1999..
 GA3540
 GA3540.The orthometric height was scaled from a topographic map.
 GA3540
 GA3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3540
 GA3540.The geoid height was determined by GEOID03.
 GA3540
 GA3540;                    North         East     Units Scale Factor Converg.
 GA3540;SPC TN       -   189,518.583   807,648.582   MT  0.99995362   +1 20 55.7
 GA3540;SPC TN       -   621,778.88  2,649,760.39   sFT  0.99995362   +1 20 55.7
 GA3540;UTM  17      - 3,989,469.601   257,039.051   MT  1.00032742   -1 35 10.5
 GA3540
 GA3540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3540!SPC TN       -   0.99994914  x   0.99995362  =   0.99990276
 GA3540!UTM  17      -   0.99994914  x   1.00032742  =   1.00027654
 GA3540
 GA3540|---------------------------------------------------------------------|
 GA3540| PID    Reference Object                     Distance      Geod. Az  |
 GA3540|                                                           dddmmss.s |
 GA3540| DC2607 TRENT RM 1                           17.755 METERS 04940     |
 GA3540| DC2606 TRENT AZ MK                                        0565104.6 |
 GA3540| GA3554 SHARP RESET                         APPROX.22.3 KM 2653258.5 |
 GA3540| DC2608 TRENT RM 2                           15.901 METERS 27653     |
 GA3540|---------------------------------------------------------------------|
 GA3540
 GA3540                          SUPERSEDED SURVEY CONTROL
 GA3540
 GA3540  NAD 83(1995)-  36 01 10.05544(N)    083 41 45.94996(W) AD(       ) 3
 GA3540  NAD 83(1995)-  36 01 10.05563(N)    083 41 45.94774(W) AD(       ) 3
 GA3540  NAD 83(1995)-  36 01 10.05577(N)    083 41 45.94828(W) AD(       ) 3
 GA3540  NAD 83(1986)-  36 01 10.06090(N)    083 41 45.94794(W) AD(       ) 3
 GA3540  NAD 27      -  36 01 09.75000(N)    083 41 46.31200(W) AD(       ) 3
 GA3540
 GA3540.Superseded values are not recommended for survey control.
 GA3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3540.See file dsdata.txt to determine how the superseded data were derived.
 GA3540
 GA3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5703989470(NAD 83)
 GA3540_MARKER: DS = TRIANGULATION STATION DISK
 GA3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3540
 GA3540  HISTORY     - Date     Condition        Report By
 GA3540  HISTORY     - 1934     MONUMENTED       CGS
 GA3540  HISTORY     - 1949     GOOD             TVA
 GA3540
 GA3540                          STATION DESCRIPTION
 GA3540
 GA3540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3540'ABOUT 12 MILES EAST OF KNOXVILLE, ON PROPERTY OF J.  E.  CHESNEY.  TO
 GA3540'REACH FROM
 GA3540'JUNCTION OF U.  S.  ROUTES 70 AND 11E, FOLLOW ROUTE 70
 GA3540'EAST 1.85 MILES TO HILL TOP
 GA3540'INN ON LEFT AND J.  E.  CHESNEYS HOME ON
 GA3540'RIGHT.  STATION IS ABOUT 200 FEET SOUTH OF U.
 GA3540'S.  ROUTE 70, 150 FEET
 GA3540'WEST OF J.  E.  CHESNEYS HOUSE, ON FENCE LINE BETWEEN FIELD AND
 GA3540'PASTURE, 27.6
 GA3540'FEET EAST- NORTHEAST OF 16-INCH TRIANGLE-BLAZED OAK
 GA3540'TREE, AND 25.4 FEET
 GA3540'WEST-SOUTHWEST OF 30-INCH TRIANGLE-BLAZED TREE.
 GA3540'SURFACE AND UNDERGROUND MARKS ARE
 GA3540'STANDARD STATION DISKS IN CONCRETE,
 GA3540'REFERENCE AND AZIMUTH MARKS ARE
 GA3540'STANDARD REFERENCE
 GA3540'DISKS IN CONCRETE, NO.  1 IS 13 FEET EAST OF SOUTHEAST
 GA3540'CORNER OF AND IN
 GA3540'LINE WITH SOUTH SIDE OF BARN, IN CULTIVATED FIELD,
 GA3540'AND 58.25 FEET FROM STATION N 49 DEG 40 MIN E.
 GA3540'NO.  2 IS
 GA3540'24.3 FEET WEST-SOUTHWEST OF 16-INCH
 GA3540'TRIANGLE-BLAZED OAK TREE WHICH IS
 GA3540'IN LINE WITH STATION AND MARK, ON FENCE LINE, AND
 GA3540'52.17 FEET FROM
 GA3540'STATION N 83 DEG 07 MIN W. DISTANCE BETWEEN REFERENCE MARKS
 GA3540'NO.  1 AND NO.  2
 GA3540'IS 101.03 FEET.  AZIMUTH MARK IS 51.8 FEET NORTH OF
 GA3540'CENTER LINE OF U.  S.  ROUTE 70, ON
 GA3540'NORTH EDGE OF DRIVEWAY TO HILL
 GA3540'TOP INN, AND ABOUT 100 YARDS FROM STATION N 56 DEG 51 MIN E.
 GA3540
 GA3540                          STATION RECOVERY (1949)
 GA3540
 GA3540'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (SL)
 GA3540'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GA3540'CONDITION.
 GA3540'
 GA3540'STATION IS LOCATED 12.0 MILES E OF KNOXVILLE.  THE DISK IS STAMPED
 GA3540'TRENT 1934.
 GA3540'
 GA3540'U. S. HIGHWAYS 70 AND 11E JUNCTION REFERRED TO IN PREVIOUS
 GA3540'DESCRIPTION IS OLD
 GA3540'JUNCTION, NEW JUNCTION IS 2.3 MILES W OF STATION.
 GA3540'
 GA3540'CHANGE NAME J. E. CHESNEY TO C, DOCKERY,
 GA3540'
 GA3540'DELETE REFERENCES TO A 16-INCH BLAZED OAK TREE AND TO A 30- INCH
 GA3540'BLAZED TREE.
 GA3540'
 GA3540'ADD 36.2 FEET W OF A 15-INCH TREE IN THE FENCE LINE.  CONTROL MARKER
 GA3540'SIGN IS SET 1.0
 GA3540'FOOT S OF THE MONUMENT.
 GA3540'
 GA3540'DELETE REFERENCE TO A 16-INCH BLAZED OAK TREE IN THE DESCRIPTION OF
 GA3540'REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2403 ***********************************************************************
 FE2403  DESIGNATION -  TRENTON
 FE2403  PID         -  FE2403
 FE2403  STATE/COUNTY-  TN/GIBSON
 FE2403  USGS QUAD   -  TRENTON (1981)
 FE2403
 FE2403                         *CURRENT SURVEY CONTROL
 FE2403  ___________________________________________________________________
 FE2403* NAD 83(1995)-  35 58 09.90743(N)    088 56 33.95124(W)     ADJUSTED  
 FE2403* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2403  ___________________________________________________________________
 FE2403  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2403  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2403
 FE2403  HORZ ORDER  -  THIRD
 FE2403
 FE2403.The horizontal coordinates were established by classical geodetic methods
 FE2403.and adjusted by the National Geodetic Survey in April 1999..
 FE2403
 FE2403.The orthometric height was scaled from a topographic map.
 FE2403
 FE2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2403
 FE2403.The geoid height was determined by GEOID03.
 FE2403
 FE2403;                    North         East     Units Scale Factor Converg.
 FE2403;SPC TN       -   185,512.467   334,620.074   MT  0.99995118   -1 43 22.1
 FE2403;SPC TN       -   608,635.49  1,097,832.69   sFT  0.99995118   -1 43 22.1
 FE2403;UTM  16      - 3,982,301.311   324,825.202   MT  0.99997812   -1 08 29.0
 FE2403
 FE2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2403!SPC TN       -   0.99998575  x   0.99995118  =   0.99993693
 FE2403!UTM  16      -   0.99998575  x   0.99997812  =   0.99996387
 FE2403
 FE2403:                Primary Azimuth Mark                     Grid Az
 FE2403:SPC TN       -  TRENTON COUNTY CTHSE TOWER               006 02 47.8
 FE2403:UTM  16      -  TRENTON COUNTY CTHSE TOWER               005 27 54.7
 FE2403
 FE2403|---------------------------------------------------------------------|
 FE2403| PID    Reference Object                     Distance      Geod. Az  |
 FE2403|                                                           dddmmss.s |
 FE2403| FE2401 TRENTON COUNTY CTHSE TOWER          APPROX. 1.3 KM 0041925.7 |
 FE2403| FE2402 TRENTON MUNICIPAL TANK               20.269 METERS 02436     |
 FE2403| CG4429 TRENTON RM 1                         20.029 METERS 05112     |
 FE2403| CG4430 TRENTON RM 2                         23.827 METERS 14255     |
 FE2403| CG4428 TRENTON AZ MK                                      2342254.6 |
 FE2403| FE2400 TRENTON BROWN SHOE TANK             APPROX. 0.6 KM 2504708.8 |
 FE2403|---------------------------------------------------------------------|
 FE2403
 FE2403                          SUPERSEDED SURVEY CONTROL
 FE2403
 FE2403  NAD 83(1995)-  35 58 09.91101(N)    088 56 33.95449(W) AD(       ) 3
 FE2403  NAD 83(1986)-  35 58 09.91896(N)    088 56 33.95120(W) AD(       ) 3
 FE2403  NAD 27      -  35 58 09.67390(N)    088 56 33.71340(W) AD(       ) 3
 FE2403
 FE2403.Superseded values are not recommended for survey control.
 FE2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2403.See file dsdata.txt to determine how the superseded data were derived.
 FE2403
 FE2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2482582301(NAD 83)
 FE2403_MARKER: DS = TRIANGULATION STATION DISK
 FE2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2403
 FE2403  HISTORY     - Date     Condition        Report By
 FE2403  HISTORY     - 1958     MONUMENTED       CGS
 FE2403  HISTORY     - 1972     GOOD             NGS
 FE2403
 FE2403                          STATION DESCRIPTION
 FE2403
 FE2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2403'THE STATION IS ON THE GROUNDS OF THE PEABODY HIGH SCHOOL, AT THE WEST
 FE2403'SIDE OF THE SCHOOL BUILDING, IN THE SOUTH SECTION OF TRENTON.  IT IS
 FE2403'66 FEET SOUTHWEST OF THE TRENTON MUNICIPAL WATER TANK, 36 FEET WEST
 FE2403'OF THE NORTHWEST CORNER OF A BRICK BUILDING AND 80 FEET
 FE2403'NORTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BUILDING.  THE
 FE2403'MONUMENT IS FLUSH AND THE DISK IS STAMPED TRENTON 1958.
 FE2403'
 FE2403'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 FE2403'STREET FOR 0.05 MILE TO A T-STREET.  TURN RIGHT AND GO WEST FOR 0.05
 FE2403'MILE TO ANOTHER T-STREET.  TURN LEFT AND GO SOUTH AND WEST ON STATE
 FE2403'HIGHWAY 54 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2403'
 FE2403'REFERENCE MARK 1 IS 30 FEET SOUTHEAST OF THE CENTER OF THE TRENTON
 FE2403'MUNICIPAL WATER TANK, 3 FEET SOUTHWEST OF A WHITE WITNESS POST,
 FE2403'42 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK BUILDING
 FE2403'AND 4 FEET SOUTH OF THE SOUTHEAST LEG OF THE WATER TANK.  THE
 FE2403'MONUMENT IS FLUSH AND THE DISK IS STAMPED TRENTON NO 1 1958.
 FE2403'
 FE2403'REFERENCE MARK 2 IS 2 FEET WEST OF THE SOUTHWEST CORNER OF THE BRICK
 FE2403'BUILDING AND 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FE2403'WEST WING OF THE SCHOOL BUILDING.  THE MONUMENT IS FLUSH AND THE DISK
 FE2403'IS STAMPED TRENTON NO 2 1958.
 FE2403'
 FE2403'THE AZIMUTH MARK IS 1 FOOT EAST OF A WHITE WITNESS POST, 25 FEET
 FE2403'NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 95 FEET WEST OF A
 FE2403'POWER LINE POLE NO 12 AND 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FE2403'OF A BRICK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2403'STAMPED TRENTON 1958.
 FE2403'
 FE2403'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2403
 FE2403                          STATION RECOVERY (1972)
 FE2403
 FE2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2403'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FE2403'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED
 FE2403'IN DANGER IN APRIL OF 1968, BUT WAS NOT VISIBLE FROM THE STATION AND
 FE2403'WAS NOT MOVED BUT LEFT INTACT AND IS NOW UNDER SEVERAL FEET OF
 FE2403'FILL.  A NEW AZIMUTH MARK WAS TO HAVE BEEN SET FROM POSITIONED
 FE2403'INTERSECTION STATION TRENTON, BROWN SHOE CO. WATER TANK (1958)
 FE2403'AFTER LEAVES FELL, BUT NO LOCATION OF VALUE FOR AN AZIMUTH COULD BE
 FE2403'FOUND.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FE2403'OBSERVED BETWEEN BROWN SHOE CO. WATER TANK AND THE REFERENCE MARKS,
 FE2403'AND CHECKED THE 1958 OBSERVATIONS WITHIN THE REQUIRED LIMITS.  IN
 FE2403'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 FE2403'THE REFERENCE MARKS, A DISCREPANCY OF MINUS 0.03 OF A FOOT WAS NOTED
 FE2403'FOR REFERENCE MARK NO. 2.
 FE2403'
 FE2403'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2403'
 FE2403'THE STATION IS LOCATED ON THE GROUNDS OF THE PEABODY HIGH SCHOOL, AT
 FE2403'THE WEST SIDE OF THE SCHOOL BUILDING, IN THE SOUTHERN SECTION
 FE2403'OF TRENTON, AND IS JUST SOUTHWEST OF THE TRENTON MUNICIPAL WATER
 FE2403'TANK.
 FE2403'
 FE2403'DUE TO THE STATIONS LOCATION, NO TO-REACH IS DEEMED NECESSARY.
 FE2403'
 FE2403'THE STATION IS 80 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 FE2403'BUILDING, 66 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE STANDPIPE OF
 FE2403'THE WATER TANK, 55 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2403'BRICK MASONARY INCINERATOR, 35.3 FEET WEST OF THE NORTHWEST CORNER
 FE2403'OF THE BRICK BUILDING, AND 34 FEET SOUTH OF A FIRE HYDRANT.  IT IS A
 FE2403'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE2403'MONUMENT AND THE DISK IS STAMPED TRENTON 1958.
 FE2403'
 FE2403'REFERENCE MARK NO. 1 IS 50.0 FEET NORTHWEST OF THE NORTHEAST CORNER
 FE2403'OF THE BRICK BUILDING, 43.5 FEET EAST OF THE FIRE HYDRANT, 41.7
 FE2403'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK BUILDING, 4
 FE2403'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE WATER TANK,
 FE2403'AND 2.0 FEET SOUTH-SOUTHWEST OF THE CORNER OF THE CONCRETE FOOTING.
 FE2403'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2403'MONUMENT ABOUT 2 INCHES BELOW THE SWARD, AND THE DISK IS STAMPED
 FE2403'TRENTON NO 1 1958.
 FE2403'
 FE2403'REFERENCE MARK NO. 2 IS 42 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2403'WEST ELL OF THE MAIN SCHOOL BUILDING, 23.5 FEET EAST OF THE
 FE2403'SOUTHEAST CORNER OF THE BRICK MASONARY INCINERATOR, 2.2 FEET WEST OF
 FE2403'THE SOUTHWEST CORNER OF THE BRICK BUILDING, AND 1.0 FOOT NORTH
 FE2403'OF THE EDGE OF A PAVED PARKING LOT BETWEEN THE MAIN SCHOOL BUILDING
 FE2403'AND THE BRICK BUILDING. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2403'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2403'TRENTON NO 2 1958.
 FE2403'
 FE2403'DUE TO THE BRICK BUILDING BEING ON LINE BETWEEN THE REFERENCE MARKS
 FE2403'THEY COULD NOT BE MEASURED BETWEEN.
 FE2403'
 FE2403'AS ALL MARKS AT THIS STATION ARE IN LAWN AND TENDED AREAS, NO WITNESS
 FE2403'POSTS WERE SET.
 FE2403'
 FE2403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT TRENTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0775 ***********************************************************************
 FE0775  DESIGNATION -  TRENTON 1
 FE0775  PID         -  FE0775
 FE0775  STATE/COUNTY-  TN/GIBSON
 FE0775  USGS QUAD   -  TRENTON (1981)
 FE0775
 FE0775                         *CURRENT SURVEY CONTROL
 FE0775  ___________________________________________________________________
 FE0775* NAD 83(1986)-  35 58 50.     (N)    088 56 46.     (W)     SCALED    
 FE0775* NAVD 88     -        95.285  (meters)     312.61   (feet)  ADJUSTED  
 FE0775  ___________________________________________________________________
 FE0775  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0775  DYNAMIC HT  -          95.204 (meters)     312.35  (feet)  COMP
 FE0775  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 FE0775
 FE0775  VERT ORDER  -  SECOND    CLASS 0
 FE0775
 FE0775.The horizontal coordinates were scaled from a topographic map and have
 FE0775.an estimated accuracy of +/- 6 seconds.
 FE0775
 FE0775.The orthometric height was determined by differential leveling
 FE0775.and adjusted by the National Geodetic Survey in June 1991..
 FE0775
 FE0775.The geoid height was determined by GEOID03.
 FE0775
 FE0775.The dynamic height is computed by dividing the NAVD 88
 FE0775.geopotential number by the normal gravity value computed on the
 FE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0775.degrees latitude (g = 980.6199 gals.).
 FE0775
 FE0775.The modeled gravity was interpolated from observed gravity values.
 FE0775
 FE0775;                    North         East    Units  Estimated Accuracy
 FE0775;SPC TN       -   186,760.      334,360.      MT  (+/- 180 meters Scaled)
 FE0775
 FE0775                          SUPERSEDED SURVEY CONTROL
 FE0775
 FE0775  NGVD 29 (??/??/??)   95.323  (m)          312.74   (f) ADJUSTED    2 0
 FE0775
 FE0775.Superseded values are not recommended for survey control.
 FE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0775.See file dsdata.txt to determine how the superseded data were derived.
 FE0775
 FE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE245835(NAD 83)
 FE0775_MARKER: DB = BENCH MARK DISK
 FE0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0775_STAMPING: TRENTON NO 1 1934
 FE0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0775+STABILITY: SURFACE MOTION
 FE0775
 FE0775  HISTORY     - Date     Condition        Report By
 FE0775  HISTORY     - 1934     MONUMENTED       CGS
 FE0775  HISTORY     - 20020419 MARK NOT FOUND   USACE
 FE0775
 FE0775                          STATION DESCRIPTION
 FE0775
 FE0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE0775'AT TRENTON.
 FE0775'AT TRENTON, GIBSON COUNTY, ON STATE HIGHWAY 104, 160 YARDS EAST
 FE0775'OF THE MOBILE AND OHIO RAILROAD TRACKS, AT THE CORNER OF THE
 FE0775'YARD OF THE TRENTON LIGHT AND WATER CO. PROPERTY, 42 FEET EAST
 FE0775'OF THE SOUTHEAST CORNER OF A BUILDING, AND 45 FEET NORTH OF THE
 FE0775'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED TRENTON
 FE0775'NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0775
 FE0775                          STATION RECOVERY (2002)
 FE0775
 FE0775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0808 ***********************************************************************
 FE0808  DESIGNATION -  TRENTON 2
 FE0808  PID         -  FE0808
 FE0808  STATE/COUNTY-  TN/GIBSON
 FE0808  USGS QUAD   -  TRENTON (1981)
 FE0808
 FE0808                         *CURRENT SURVEY CONTROL
 FE0808  ___________________________________________________________________
 FE0808* NAD 83(1986)-  35 58 08.     (N)    088 56 30.     (W)     SCALED    
 FE0808* NAVD 88     -       120.829  (meters)     396.42   (feet)  ADJUSTED  
 FE0808  ___________________________________________________________________
 FE0808  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0808  DYNAMIC HT  -         120.726 (meters)     396.08  (feet)  COMP
 FE0808  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 FE0808
 FE0808  VERT ORDER  -  SECOND    CLASS 0
 FE0808
 FE0808.The horizontal coordinates were scaled from a topographic map and have
 FE0808.an estimated accuracy of +/- 6 seconds.
 FE0808
 FE0808.The orthometric height was determined by differential leveling
 FE0808.and adjusted by the National Geodetic Survey in June 1991..
 FE0808
 FE0808.The geoid height was determined by GEOID03.
 FE0808
 FE0808.The dynamic height is computed by dividing the NAVD 88
 FE0808.geopotential number by the normal gravity value computed on the
 FE0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0808.degrees latitude (g = 980.6199 gals.).
 FE0808
 FE0808.The modeled gravity was interpolated from observed gravity values.
 FE0808
 FE0808;                    North         East    Units  Estimated Accuracy
 FE0808;SPC TN       -   185,450.      334,720.      MT  (+/- 180 meters Scaled)
 FE0808
 FE0808                          SUPERSEDED SURVEY CONTROL
 FE0808
 FE0808  NGVD 29 (??/??/??)  120.863  (m)          396.53   (f) ADJUSTED    2 0
 FE0808
 FE0808.Superseded values are not recommended for survey control.
 FE0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0808.See file dsdata.txt to determine how the superseded data were derived.
 FE0808
 FE0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE249822(NAD 83)
 FE0808_MARKER: DB = BENCH MARK DISK
 FE0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0808_SP_SET: TOP STEP
 FE0808_STAMPING: TRENTON NO 2 1934
 FE0808_MARK LOGO: CGS   
 FE0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0808+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 FE0808
 FE0808  HISTORY     - Date     Condition        Report By
 FE0808  HISTORY     - 1934     MONUMENTED       CGS
 FE0808  HISTORY     - 1935     GOOD             CGS
 FE0808  HISTORY     - 19870701 GOOD             LOCENG
 FE0808  HISTORY     - 20020419 GOOD             USACE
 FE0808
 FE0808                          STATION DESCRIPTION
 FE0808
 FE0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0808'AT TRENTON.
 FE0808'AT TRENTON, GIBSON COUNTY, AT THE EAST SIDE OF THE HIGH SCHOOL,
 FE0808'AT THE TOP OF THE CONCRETE STEPS, IN THE TOP OF THE FIRST STONE
 FE0808'ABOVE THE WATER TABLE, 28 INCHES NORTH OF THE MAIN ENTRANCE,
 FE0808'AND ABOUT LEVEL WITH THE LANDING.  A STANDARD DISK, STAMPED
 FE0808'TRENTON NO 2 1934.
 FE0808
 FE0808                          STATION RECOVERY (1987)
 FE0808
 FE0808'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0808'RECOVERED IN GOOD CONDITION.
 FE0808
 FE0808                          STATION RECOVERY (2002)
 FE0808
 FE0808'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0808'OLD HIGH SCHOOL IS NOW PEABODY PLACE APARTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2400 ***********************************************************************
 FE2400  DESIGNATION -  TRENTON BROWN SHOE TANK
 FE2400  PID         -  FE2400
 FE2400  STATE/COUNTY-  TN/GIBSON
 FE2400  USGS QUAD   -  TRENTON (1981)
 FE2400
 FE2400                         *CURRENT SURVEY CONTROL
 FE2400  ___________________________________________________________________
 FE2400* NAD 83(1995)-  35 58 03.66935(N)    088 56 55.96742(W)     ADJUSTED  
 FE2400* NAVD 88     -                                                        
 FE2400  ___________________________________________________________________
 FE2400  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2400  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2400
 FE2400  HORZ ORDER  -  THIRD
 FE2400
 FE2400.The horizontal coordinates were established by classical geodetic methods
 FE2400.and adjusted by the National Geodetic Survey in April 1999..
 FE2400
 FE2400
 FE2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2400
 FE2400.The geoid height was determined by GEOID03.
 FE2400
 FE2400;                    North         East     Units Scale Factor Converg.
 FE2400;SPC TN       -   185,336.895   334,062.940   MT  0.99995111   -1 43 35.0
 FE2400;SPC TN       -   608,059.46  1,096,004.83   sFT  0.99995111   -1 43 35.0
 FE2400;UTM  16      - 3,982,120.090   324,269.863   MT  0.99998053   -1 08 41.7
 FE2400
 FE2400                          SUPERSEDED SURVEY CONTROL
 FE2400
 FE2400  NAD 83(1995)-  35 58 03.67294(N)    088 56 55.97063(W) AD(       ) 4
 FE2400  NAD 83(1986)-  35 58 03.68092(N)    088 56 55.96727(W) AD(       ) 4
 FE2400  NAD 27      -  35 58 03.43600(N)    088 56 55.73000(W) AD(       ) 3
 FE2400
 FE2400.Superseded values are not recommended for survey control.
 FE2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2400.See file dsdata.txt to determine how the superseded data were derived.
 FE2400
 FE2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2427082120(NAD 83)
 FE2400_MARKER: 53 = ELEVATED TANK
 FE2400
 FE2400  HISTORY     - Date     Condition        Report By
 FE2400  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2400  HISTORY     - 1958     GOOD             CGS
 FE2400
 FE2400                          STATION DESCRIPTION
 FE2400
 FE2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2400'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE BROWN
 FE2400'SHOE COMPANY, LOCATED AT THE NORTHEAST CORNER OF THE COMPANY PLANT AT
 FE2400'THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH WAVERLY AND 10TH
 FE2400'STREETS IN THE SOUTHWEST SECTION OF TRENTON.  IT IS A STEEL TANK
 FE2400'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH
 FE2400'THE NAME BROWN SHOE CO. PAINTED ON THE NORTHEAST AND SOUTHWEST
 FE2400'SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 135 FEET.
 FE2400
 FE2400                          STATION RECOVERY (1958)
 FE2400
 FE2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2400'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2400'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2401 ***********************************************************************
 FE2401  DESIGNATION -  TRENTON COUNTY CTHSE TOWER
 FE2401  PID         -  FE2401
 FE2401  STATE/COUNTY-  TN/GIBSON
 FE2401  USGS QUAD   -  TRENTON (1981)
 FE2401
 FE2401                         *CURRENT SURVEY CONTROL
 FE2401  ___________________________________________________________________
 FE2401* NAD 83(1995)-  35 58 52.23475(N)    088 56 30.01378(W)     ADJUSTED  
 FE2401* NAVD 88     -                                                        
 FE2401  ___________________________________________________________________
 FE2401  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2401  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2401
 FE2401  HORZ ORDER  -  THIRD
 FE2401
 FE2401.The horizontal coordinates were established by classical geodetic methods
 FE2401.and adjusted by the National Geodetic Survey in April 1999..
 FE2401
 FE2401
 FE2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2401
 FE2401.The geoid height was determined by GEOID03.
 FE2401
 FE2401;                    North         East     Units Scale Factor Converg.
 FE2401;SPC TN       -   186,813.454   334,757.884   MT  0.99995169   -1 43 19.8
 FE2401;SPC TN       -   612,903.81  1,098,284.82   sFT  0.99995169   -1 43 19.8
 FE2401;UTM  16      - 3,983,603.664   324,949.809   MT  0.99997759   -1 08 27.8
 FE2401
 FE2401                          SUPERSEDED SURVEY CONTROL
 FE2401
 FE2401  NAD 83(1995)-  35 58 52.23823(N)    088 56 30.01694(W) AD(       ) 4
 FE2401  NAD 83(1986)-  35 58 52.24628(N)    088 56 30.01372(W) AD(       ) 4
 FE2401  NAD 27      -  35 58 52.00200(N)    088 56 29.77600(W) AD(       ) 3
 FE2401
 FE2401.Superseded values are not recommended for survey control.
 FE2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2401.See file dsdata.txt to determine how the superseded data were derived.
 FE2401
 FE2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2495083604(NAD 83)
 FE2401_MARKER: 55 = TOWER
 FE2401
 FE2401  HISTORY     - Date     Condition        Report By
 FE2401  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2401  HISTORY     - 1959     GOOD             CGS
 FE2401
 FE2401                          STATION DESCRIPTION
 FE2401
 FE2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2401'THE STATION IS THE CENTER OF THE TOP OF THE CLOCK TOWER ON GIBSON
 FE2401'COUNTY COURTHOUSE IN THE CENTER SECTION OF TRENTON.  IT IS A STONE
 FE2401'AND WOOD STRUCTURE WITH A CLOCK IN EACH OF THE FOUR SIDES AND A RED
 FE2401'TILE ROOF ON TOP OF A TAN STONE BUILDING.  THE HEIGHT IS ABOUT
 FE2401'75 FEET.
 FE2401
 FE2401                          STATION RECOVERY (1959)
 FE2401
 FE2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2401'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2401'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2402 ***********************************************************************
 FE2402  DESIGNATION -  TRENTON MUNICIPAL TANK
 FE2402  PID         -  FE2402
 FE2402  STATE/COUNTY-  TN/GIBSON
 FE2402  USGS QUAD   -  TRENTON (1981)
 FE2402
 FE2402                         *CURRENT SURVEY CONTROL
 FE2402  ___________________________________________________________________
 FE2402* NAD 83(1995)-  35 58 10.50539(N)    088 56 33.61451(W)     ADJUSTED  
 FE2402* NAVD 88     -                                                        
 FE2402  ___________________________________________________________________
 FE2402  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2402  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2402
 FE2402  HORZ ORDER  -  THIRD
 FE2402
 FE2402.The horizontal coordinates were established by classical geodetic methods
 FE2402.and adjusted by the National Geodetic Survey in April 1999..
 FE2402
 FE2402
 FE2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2402
 FE2402.The geoid height was determined by GEOID03.
 FE2402
 FE2402;                    North         East     Units Scale Factor Converg.
 FE2402;SPC TN       -   185,530.635   334,629.061   MT  0.99995119   -1 43 21.9
 FE2402;SPC TN       -   608,695.09  1,097,862.18   sFT  0.99995119   -1 43 21.9
 FE2402;UTM  16      - 3,982,319.570   324,834.004   MT  0.99997809   -1 08 28.8
 FE2402
 FE2402                          SUPERSEDED SURVEY CONTROL
 FE2402
 FE2402  NAD 83(1995)-  35 58 10.50897(N)    088 56 33.61776(W) AD(       ) 4
 FE2402  NAD 83(1986)-  35 58 10.51677(N)    088 56 33.61406(W) AD(       ) 4
 FE2402  NAD 27      -  35 58 10.27200(N)    088 56 33.37700(W) AD(       ) 3
 FE2402
 FE2402.Superseded values are not recommended for survey control.
 FE2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2402.See file dsdata.txt to determine how the superseded data were derived.
 FE2402
 FE2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2483482320(NAD 83)
 FE2402_MARKER: 53 = ELEVATED TANK
 FE2402
 FE2402  HISTORY     - Date     Condition        Report By
 FE2402  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2402  HISTORY     - 1959     GOOD             CGS
 FE2402
 FE2402                          STATION DESCRIPTION
 FE2402
 FE2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2402'THE STATION IS THE CENTER OF THE BASE OF THE MUNICIPAL WATER TANK
 FE2402'LOCATED AT THE NORTHWEST CORNER OF THE PEABODY HIGH SCHOOL
 FE2402'BUILDINGS ABOUT 500 FEET SOUTHWEST OF THE INTERSECTION OF SOUTH
 FE2402'COLLEGE STREET (U.S. HIGHWAY 45W) AND 9TH STREET IN THE SOUTH
 FE2402'SECTION OF TRENTON.  IT IS A STEEL TANK SUPPORTED BY A SIX LEGGED
 FE2402'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME TRENTON
 FE2402'PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.  THE OVERALL
 FE2402'HEIGHT IS 135 FEET.
 FE2402'
 FE2402'A TRAVERSE MEASUREMENT WAS MADE FROM STATION TRENTON AND THE DISTANCE
 FE2402'IS 66.5 FEET (20.27 METERS).
 FE2402
 FE2402                          STATION RECOVERY (1959)
 FE2402
 FE2402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2402'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2402'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1494 ***********************************************************************
 GD1494  DESIGNATION -  TREZ
 GD1494  PID         -  GD1494
 GD1494  STATE/COUNTY-  TN/CARROLL
 GD1494  USGS QUAD   -  TREZEVANT EAST (1985)
 GD1494
 GD1494                         *CURRENT SURVEY CONTROL
 GD1494  ___________________________________________________________________
 GD1494* NAD 83(1995)-  36 01 14.58920(N)    088 36 45.78594(W)     ADJUSTED  
 GD1494* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 GD1494  ___________________________________________________________________
 GD1494  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GD1494  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1494
 GD1494  HORZ ORDER  -  SECOND
 GD1494
 GD1494.The horizontal coordinates were established by classical geodetic methods
 GD1494.and adjusted by the National Geodetic Survey in April 1999..
 GD1494
 GD1494.The orthometric height was scaled from a topographic map.
 GD1494
 GD1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1494
 GD1494.The geoid height was determined by GEOID03.
 GD1494
 GD1494;                    North         East     Units Scale Factor Converg.
 GD1494;SPC TN       -   190,357.631   364,528.196   MT  0.99995369   -1 31 46.5
 GD1494;SPC TN       -   624,531.66  1,195,956.26   sFT  0.99995369   -1 31 46.5
 GD1494;UTM  16      - 3,987,449.418   354,681.592   MT  0.99986021   -0 56 54.9
 GD1494
 GD1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1494!SPC TN       -   0.99998169  x   0.99995369  =   0.99993538
 GD1494!UTM  16      -   0.99998169  x   0.99986021  =   0.99984190
 GD1494
 GD1494:                Primary Azimuth Mark                     Grid Az
 GD1494:SPC TN       -  TREZ AZ MK                               012 43 34.3
 GD1494:UTM  16      -  TREZ AZ MK                               012 08 42.7
 GD1494
 GD1494|---------------------------------------------------------------------|
 GD1494| PID    Reference Object                     Distance      Geod. Az  |
 GD1494|                                                           dddmmss.s |
 GD1494| CG4431 TREZ AZ MK                                         0111147.8 |
 GD1494| CG4434 TREZ RM 3                            28.504 METERS 08449     |
 GD1494| FE2236 HUNTINGDON RAD STA KIC 359 MST      APPROX.16.3 KM 0994133.1 |
 GD1494| FE2239 SAMPSON                             APPROX.11.0 KM 1050946.6 |
 GD1494| CG4432 TREZ RM 1                            43.278 METERS 10535     |
 GD1494| CG4433 TREZ RM 2                            52.712 METERS 19710     |
 GD1494| GD1495 TREZEVANT MUNICIPAL TANK            APPROX. 1.1 KM 2204155.1 |
 GD1494| GD1496 TREZEVANT SIEGEL CO WATER TANK      APPROX. 1.3 KM 2275218.5 |
 GD1494|---------------------------------------------------------------------|
 GD1494
 GD1494                          SUPERSEDED SURVEY CONTROL
 GD1494
 GD1494  NAD 83(1995)-  36 01 14.59153(N)    088 36 45.79091(W) AD(       ) 2
 GD1494  NAD 83(1995)-  36 01 14.59149(N)    088 36 45.79096(W) AD(       ) 2
 GD1494  NAD 83(1986)-  36 01 14.60030(N)    088 36 45.78529(W) AD(       ) 2
 GD1494  NAD 27      -  36 01 14.37000(N)    088 36 45.57800(W) AD(       ) 2
 GD1494
 GD1494.Superseded values are not recommended for survey control.
 GD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1494.See file dsdata.txt to determine how the superseded data were derived.
 GD1494
 GD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5468287449(NAD 83)
 GD1494_MARKER: DS = TRIANGULATION STATION DISK
 GD1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1494
 GD1494  HISTORY     - Date     Condition        Report By
 GD1494  HISTORY     - 1934     MONUMENTED       CGS
 GD1494  HISTORY     - 1958     GOOD             CGS
 GD1494  HISTORY     - 1967     GOOD             CGS
 GD1494  HISTORY     - 1971     GOOD             LOCENG
 GD1494
 GD1494                          STATION DESCRIPTION
 GD1494
 GD1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1494'ABOUT 0.75 MILE NORTH-NORTHEAST OF TREZEVANT, ON PROPERTY OF MRS.
 GD1494'VIDA FUNDERBUCK.  TO REACH FROM CROSSROADS AT SOUTHWEST CORNER OF
 GD1494'RAILROAD STATION IN TREZEVANT, FOLLOW STATE ROUTE 76 NORTH 0.6 MILE
 GD1494'TO STONE SIDE ROAD TO RIGHT, TURN RIGHT AND GO 0.25 MILE TO MRS.
 GD1494'FUNDERBUCKS HOME AND STATION SITE ALONG FENCE LINE, ON NORTH EDGE
 GD1494'OF FIELD, ABOUT 100 YARDS EAST OF ROUTE 76, 147.3 FEET WEST OF
 GD1494'SOUTHWEST CORNER OF MRS. FUNDERBUCKS HOME, 49.4 FEET WEST OF
 GD1494'LARGE OAK, AND 27.8 FEET SOUTH-SOUTHEAST OF CENTER LINE OF STONE
 GD1494'ROAD AT POINT WHERE IT MAKES T-INTERSECTION WITH SAND ROAD.
 GD1494'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1494'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1494'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ALONG FENCE
 GD1494'LINE, ON EAST EDGE OF FIELD, AND 141.99 FEET FROM STATION
 GD1494'S 74 DEG 26 MIN E.  NO. 2 IS ALONG FENCE LINE, ON SOUTH
 GD1494'EDGE OF FIELD, AND 173.00 FEET FROM STATION S 17 DEG 10 MIN W.
 GD1494'AZIMUTH MARK IS BETWEEN HIGHWAY AND RAILROAD TRACKS, 45 FEET
 GD1494'WEST OF CENTER LINE OF ROUTE 76, 3 FEET SOUTH OF TELEPHONE POLE NO.
 GD1494'H8E, AND 0.15 MILE FROM STATION N 11 DEG 12 MIN E.
 GD1494
 GD1494                          STATION RECOVERY (1958)
 GD1494
 GD1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1494'THE STATION WAS RECOVERED AND THE DISTANCES AND THE DIRECTIONS TO THE
 GD1494'REFERENCE MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK DID NOT
 GD1494'CHECK.  A NEW TELEGRAPH POLE HAS BEEN SET BY THE AZIMUTH MARK AND
 GD1494'IT MAY HAVE BEEN MOVED SLIGHTLY.
 GD1494'
 GD1494'A NEW DESCRIPTION FOLLOWS - THE STATION IS ABOUT 1 MILE EAST OF
 GD1494'TREZEVANT AND ON PROPERTY OWNED BY MR. R.E. SMITH.  IT IS 5 FEET
 GD1494'SOUTHEAST OF A WHITE WITNESS POST, 5 FEET SOUTH OF A FENCE, 33 FEET
 GD1494'SOUTH OF THE CENTER OF THE INTERSECTION OF A PAVED ROAD AND A
 GD1494'GRAVELED DRIVEWAY AND 152.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD1494'A LARGE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1494'STAMPED TREZ 1934.
 GD1494'
 GD1494'REFERENCE MARK 2 IS SET DIRECTLY UNDER A FENCE AND IS 1 FOOT
 GD1494'NORTHWEST OF AN 8 INCH CEDAR TREE AND 58 FEET EAST OF THE NORTH
 GD1494'CORNER OF A GATE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GD1494'IS STAMPED TREZ NO 2 1934.
 GD1494'
 GD1494'REFERENCE MARK 3 IS 1 FOOT SOUTH OF A FENCE, 70 FEET SOUTHWEST OF THE
 GD1494'SOUTHWEST CORNER OF A FRAME HOUSE AND 12 FEET SOUTH OF THE
 GD1494'CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1494'STAMPED TREZ NO 3 1934.
 GD1494'
 GD1494'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A TELEGRAPH POLE, 51 FEET
 GD1494'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 79, 1 FOOT SOUTH OF A
 GD1494'WHITE WITNESS POST AND 53 FEET SOUTH OF THE SOUTH RAIL OF A
 GD1494'RAILROAD TRACK.  THE MONUMENT IS 4 INCHES BELOW THE GROUND AND THE
 GD1494'DISK IS STAMPED TREZ AZI 1934.
 GD1494'
 GD1494'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TREZEVANT, GO
 GD1494'NORTHEAST ON U.S. HIGHWAY 79 FOR 0.6 MILE TO A SIDE ROAD EAST.  TURN
 GD1494'RIGHT, EAST, FOR 0.25 MILE TO WHERE THE ROAD TURNS SHARP LEFT AND
 GD1494'THE STATION DUE SOUTH OF THIS POINT.
 GD1494'
 GD1494'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.1 MILE TO
 GD1494'HIGHWAY 79.  TURN RIGHT ON HIGHWAY 79 FOR 0.05 MILE TO THE MARK ON
 GD1494'THE LEFT.
 GD1494
 GD1494                          STATION RECOVERY (1967)
 GD1494
 GD1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1494'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1494'WITH THE
 GD1494'FOLLOWING ADDED NOTATIONS.
 GD1494'
 GD1494'THE STATION IS NOW 5.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 GD1494'
 GD1494'THE AZIMUTH MARK IS NOW 0.7 OF A FOOT EAST OF A METAL WITNESS POST
 GD1494'AND SIGN.
 GD1494'
 GD1494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1494'EAST OF TREZEVANT.
 GD1494
 GD1494                          STATION RECOVERY (1971)
 GD1494
 GD1494'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1494'TREZ. RECOVERED IN GOOD CONDITION.
 GD1494'
 GD1494'TREZ. 1934 FOUND STAMPED ON THE POINT.
 GD1494'
 GD1494'STATION IN GOOD CONDITION.  (I HAD NO DESCRIPTION ON REF. AND
 GD1494'AZ. MK., THEREFORE COULD NOT FIND SAME).
 GD1494'
 GD1494'DISTANCE AND DIRECTION FROM NEAREST TOWN IN TREZENANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1495 ***********************************************************************
 GD1495  DESIGNATION -  TREZEVANT MUNICIPAL TANK
 GD1495  PID         -  GD1495
 GD1495  STATE/COUNTY-  TN/CARROLL
 GD1495  USGS QUAD   -  TREZEVANT EAST (1985)
 GD1495
 GD1495                         *CURRENT SURVEY CONTROL
 GD1495  ___________________________________________________________________
 GD1495* NAD 83(1995)-  36 00 46.76791(N)    088 37 15.23769(W)     ADJUSTED  
 GD1495* NAVD 88     -                                                        
 GD1495  ___________________________________________________________________
 GD1495  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GD1495  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1495
 GD1495  HORZ ORDER  -  THIRD
 GD1495
 GD1495.The horizontal coordinates were established by classical geodetic methods
 GD1495.and adjusted by the National Geodetic Survey in April 1999..
 GD1495
 GD1495
 GD1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1495
 GD1495.The geoid height was determined by GEOID03.
 GD1495
 GD1495;                    North         East     Units Scale Factor Converg.
 GD1495;SPC TN       -   189,520.184   363,768.094   MT  0.99995326   -1 32 03.8
 GD1495;SPC TN       -   621,784.14  1,193,462.49   sFT  0.99995326   -1 32 03.8
 GD1495;UTM  16      - 3,986,604.383   353,930.092   MT  0.99986291   -0 57 11.5
 GD1495
 GD1495                          SUPERSEDED SURVEY CONTROL
 GD1495
 GD1495  NAD 83(1995)-  36 00 46.77026(N)    088 37 15.24269(W) AD(       ) 4
 GD1495  NAD 83(1995)-  36 00 46.77022(N)    088 37 15.24269(W) AD(       ) 4
 GD1495  NAD 83(1986)-  36 00 46.77905(N)    088 37 15.23708(W) AD(       ) 4
 GD1495  NAD 27      -  36 00 46.54900(N)    088 37 15.02700(W) AD(       ) 3
 GD1495
 GD1495.Superseded values are not recommended for survey control.
 GD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1495.See file dsdata.txt to determine how the superseded data were derived.
 GD1495
 GD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5393086604(NAD 83)
 GD1495_MARKER: 53 = ELEVATED TANK
 GD1495
 GD1495  HISTORY     - Date     Condition        Report By
 GD1495  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1495  HISTORY     - 1958     GOOD             CGS
 GD1495  HISTORY     - 1967     GOOD             CGS
 GD1495  HISTORY     - 1971     GOOD             LOCENG
 GD1495
 GD1495                          STATION DESCRIPTION
 GD1495
 GD1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1495'THE STATION HAS NOT BEEN PREVIOUSLY DESCRIBED.  THE STATION IS THE
 GD1495'FINIAL ON THE TANK.  IT IS LOCATED 1 BLOCK EAST OF THE RAILROAD
 GD1495'DEPOT IN TREZEVANT.  IT IS SILVER COLORED, SUPPORTED BY A FOUR
 GD1495'LEGGED STEEL STRUCTURE AND HAS THE LEGEND TREZEVANT ON THE NORTHEAST
 GD1495'AND SOUTHWEST SIDES OF THE TANK.  THE OVERALL IS 125 FEET.
 GD1495
 GD1495                          STATION RECOVERY (1967)
 GD1495
 GD1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1495'THIS TANK WAS RECOVERED AS DESCRIBED.
 GD1495'
 GD1495'NOTE - IT SHOULD BE NOTED THAT THIS IS THE TALLER AND MOST
 GD1495'SOUTHEASTERLY OF TWO TANKS IN TREZEVANT.
 GD1495'
 GD1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT TREZEVANT.
 GD1495
 GD1495                          STATION RECOVERY (1971)
 GD1495
 GD1495'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1495'TREZEVANT MUNICIPAL WATER TANK 1934, IN GOOD CONDITION.
 GD1495'
 GD1495'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TREZEVANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1496 ***********************************************************************
 GD1496  DESIGNATION -  TREZEVANT SIEGEL CO WATER TANK
 GD1496  PID         -  GD1496
 GD1496  STATE/COUNTY-  TN/CARROLL
 GD1496  USGS QUAD   -  TREZEVANT EAST (1985)
 GD1496
 GD1496                         *CURRENT SURVEY CONTROL
 GD1496  ___________________________________________________________________
 GD1496* NAD 83(1995)-  36 00 46.93930(N)    088 37 23.41126(W)     ADJUSTED  
 GD1496* NAVD 88     -                                                        
 GD1496  ___________________________________________________________________
 GD1496  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GD1496  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1496
 GD1496  HORZ ORDER  -  THIRD
 GD1496
 GD1496.The horizontal coordinates were established by classical geodetic methods
 GD1496.and adjusted by the National Geodetic Survey in April 1999..
 GD1496
 GD1496
 GD1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1496
 GD1496.The geoid height was determined by GEOID03.
 GD1496
 GD1496;                    North         East     Units Scale Factor Converg.
 GD1496;SPC TN       -   189,530.948   363,563.641   MT  0.99995326   -1 32 08.5
 GD1496;SPC TN       -   621,819.45  1,192,791.71   sFT  0.99995326   -1 32 08.5
 GD1496;UTM  16      - 3,986,613.071   353,725.559   MT  0.99986364   -0 57 16.4
 GD1496
 GD1496                          SUPERSEDED SURVEY CONTROL
 GD1496
 GD1496  NAD 83(1995)-  36 00 46.94164(N)    088 37 23.41630(W) AD(       ) 4
 GD1496  NAD 83(1995)-  36 00 46.94166(N)    088 37 23.41620(W) AD(       ) 4
 GD1496  NAD 83(1986)-  36 00 46.95036(N)    088 37 23.41075(W) AD(       ) 4
 GD1496  NAD 27      -  36 00 46.71700(N)    088 37 23.20500(W) AD(       ) 3
 GD1496
 GD1496.Superseded values are not recommended for survey control.
 GD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1496.See file dsdata.txt to determine how the superseded data were derived.
 GD1496
 GD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5372686613(NAD 83)
 GD1496_MARKER: 53 = ELEVATED TANK
 GD1496
 GD1496  HISTORY     - Date     Condition        Report By
 GD1496  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1496  HISTORY     - 1967     GOOD             CGS
 GD1496
 GD1496                          STATION DESCRIPTION
 GD1496
 GD1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1496'THE STATION IS THE FINIAL ATOP THE WATER TANK.  IT IS SILVER COLORED
 GD1496'WITH THE LEGEND SIEGEL CO. ON THE EAST SIDE OF THE TANK.  IT IS
 GD1496'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND THE OVERALL HEIGHT
 GD1496'IS 75 FEET.
 GD1496'
 GD1496'IT IS LOCATED 1 BLOCK NORTH OF THE RAILROAD DEPOT IN TREZEVANT.
 GD1496
 GD1496                          STATION RECOVERY (1967)
 GD1496
 GD1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1496'THIS TANK WAS RECOVERED AS DESCRIBED.
 GD1496'
 GD1496'NOTE - IT SHOULD BE NOTED THAT THIS IS THE SMALLEST AND MOST
 GD1496'NORTHWESTERLY OF TWO TANKS IN TREZEVANT.
 GD1496'
 GD1496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT TREZEVANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3720 ***********************************************************************
 AA3720  PACS        -  This is a Primary Airport Control Station.
 AA3720  DESIGNATION -  TRI AP 1963 STA B
 AA3720  PID         -  AA3720
 AA3720  STATE/COUNTY-  TN/SULLIVAN
 AA3720  USGS QUAD   -  BOONE DAM (1968)
 AA3720
 AA3720                         *CURRENT SURVEY CONTROL
 AA3720  ___________________________________________________________________
 AA3720* NAD 83(1995)-  36 28 04.59333(N)    082 24 56.11285(W)     ADJUSTED  
 AA3720* NAVD 88     -       453.02   (+/-2cm)    1486.3    (feet)  VERTCON   
 AA3720  ___________________________________________________________________
 AA3720  X           -     677,837.149 (meters)                     COMP
 AA3720  Y           -  -5,090,716.827 (meters)                     COMP
 AA3720  Z           -   3,770,324.899 (meters)                     COMP
 AA3720  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA3720  ELLIP HEIGHT-         421.52  (meters)          (02/18/99) GPS OBS
 AA3720  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AA3720
 AA3720  HORZ ORDER  -  B
 AA3720  VERT ORDER  -  THIRD ? (See Below)
 AA3720  ELLP ORDER  -  FOURTH    CLASS II
 AA3720
 AA3720.This mark is at Tri Cities Regional Airport (TRI)
 AA3720
 AA3720.The horizontal coordinates were established by GPS observations
 AA3720.and adjusted by the National Geodetic Survey in February 1999..
 AA3720
 AA3720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3720
 AA3720.GPS derived orthometric heights for airport stations designated as
 AA3720.PACS or SACS are published to 2 decimal places.  This maintains
 AA3720.centimeter relative accuracy between the PACS and SACS.  It does
 AA3720.not indicate centimeter accuracy relative to other marks which are
 AA3720.part of the NAVD 88 network.
 AA3720.The vertical order pertains to the NGVD 29 superseded value.
 AA3720
 AA3720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3720
 AA3720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3720
 AA3720.The ellipsoidal height was determined by GPS observations
 AA3720.and is referenced to NAD 83.
 AA3720
 AA3720.The geoid height was determined by GEOID03.
 AA3720
 AA3720;                    North         East     Units Scale Factor Converg.
 AA3720;SPC TN       -   242,721.188   921,195.072   MT  1.00000950   +2 05 54.4
 AA3720;SPC TN       -   796,327.76  3,022,287.50   sFT  1.00000950   +2 05 54.4
 AA3720;UTM  17      - 4,036,783.511   373,170.681   MT  0.99979818   -0 50 29.4
 AA3720
 AA3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3720!SPC TN       -   0.99993385  x   1.00000950  =   0.99994335
 AA3720!UTM  17      -   0.99993385  x   0.99979818  =   0.99973204
 AA3720
 AA3720                          SUPERSEDED SURVEY CONTROL
 AA3720
 AA3720  NAD 83(1995)-  36 28 04.59672(N)    082 24 56.12007(W) AD(       ) B
 AA3720  ELLIP H (03/31/95)  421.44   (m)                       GP(       ) 4 2
 AA3720  NGVD 29 (03/31/95)  453.17   (m)         1486.8    (f) LEVELING    3  
 AA3720
 AA3720.Superseded values are not recommended for survey control.
 AA3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3720.See file dsdata.txt to determine how the superseded data were derived.
 AA3720
 AA3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7317136784(NAD 83)
 AA3720_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3720_STAMPING: AP 1963 STA B
 AA3720_MARK LOGO: CGS   
 AA3720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3720+STABILITY: SURFACE MOTION
 AA3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3720+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 AA3720
 AA3720  HISTORY     - Date     Condition        Report By
 AA3720  HISTORY     - 1963     MONUMENTED       CGS
 AA3720  HISTORY     - 19911126 GOOD             NGS
 AA3720  HISTORY     - 20031124 GOOD             TVA
 AA3720
 AA3720                          STATION DESCRIPTION
 AA3720
 AA3720'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VES)
 AA3720'THE STATION IS LOCATED BETWEEN BRISTOL, KINGSTON, AND JOHNSTON CITY
 AA3720'TENNESSEE ON THE TRI-CITY REGIONAL AIRPORT ON THE EAST SIDE OF THE
 AA3720'AIRPORT.
 AA3720' 
 AA3720'THE STATION IS LOCATED 86.0 FT (26.2 M) NORTHWEST OF A CONCRETE ILS
 AA3720'CABLE PAD PAINTED RED, 61.3 FT (18.7 M) NORTHEAST OF THE OBSTRUCTION
 AA3720'LIGHT AT THE NORTHWEST END OF THE NORTHEASTERLY ARC OF AN ENDFIRE
 AA3720'GLIDE SLOPE ANTENNA, 48.1 FT (14.7 M) EAST OF THE EAST EDGE OF RUNWAY
 AA3720'5/23, AND 40.4 FT (12.3 M) EAST OF A RUNWAY LIGHT IN LINE WITH THE
 AA3720'SOUTHWEST EDGE OF TAXIWAY  U .
 AA3720' 
 AA3720'THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED AP 1963
 AA3720'STA B, SET IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA3720' 
 AA3720'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. JOHN
 AA3720'HANLIN, P.O. BOX 1055, BLOUNTVILLE, TN, 37617.  PHONE (615) 323-6287
 AA3720'OR 477-6287.
 AA3720' 
 AA3720'RECOVERED AND DESCRIBED BY RALPH A. HARRELL 4 MARCH 1993, NOS.
 AA3720
 AA3720                          STATION RECOVERY (1991)
 AA3720
 AA3720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA3720'THE STATION IS LOCATED IN THE GRASS APPROXIMATELY 1400 FT (426.7 M) NE
 AA3720'OF CENTERLINE END RUNWAY 5.  IT IS 48.1 FT (14.7 M) E OF THE E EDGE OF
 AA3720'RUNWAY 5/23, 40.4 FT (12.3 M) E OF A RUNWAY LIGHT, 86.0 FT (26.2 M) NW
 AA3720'OF A CONCRETE ILS CABLE PAD PAINTED RED, 61.3 FT (18.7 M) NE OF THE
 AA3720'OBSTRUCTION LIGHT AT THE NW END OF THE NORTHEASTERLY ARC OF AN ENDFIRE
 AA3720'GLIDE SLOPE ANTENNA.  THE STATION IS MARKED WITH A STANDARD CGS
 AA3720'TOPOGRAPHIC STATION DISK, STAMPED AP 1963 STA B SET IN THE CENTER OF A
 AA3720'10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 AA3720'GROUND.
 AA3720
 AA3720                          STATION RECOVERY (2003)
 AA3720
 AA3720'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2003 (RWR)
 AA3720'MUST CONTACT THE AIRPORT'S PUBLIC SAFETY OFFICE TO BE ESCORTED TO THE
 AA3720'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3722 ***********************************************************************
 AA3722  SACS        -  This is a Secondary Airport Control Station.
 AA3722  DESIGNATION -  TRI ARP 1963
 AA3722  PID         -  AA3722
 AA3722  STATE/COUNTY-  TN/SULLIVAN
 AA3722  USGS QUAD   -  BOONE DAM (1968)
 AA3722
 AA3722                         *CURRENT SURVEY CONTROL
 AA3722  ___________________________________________________________________
 AA3722* NAD 83(1995)-  36 28 34.51895(N)    082 24 22.06682(W)     ADJUSTED  
 AA3722* NAVD 88     -       460.07   (+/-2cm)    1509.4    (feet)  VERTCON   
 AA3722  ___________________________________________________________________
 AA3722  X           -     678,605.692 (meters)                     COMP
 AA3722  Y           -  -5,090,066.916 (meters)                     COMP
 AA3722  Z           -   3,771,070.897 (meters)                     COMP
 AA3722  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA3722  ELLIP HEIGHT-         428.54  (meters)          (02/18/99) GPS OBS
 AA3722  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AA3722
 AA3722  HORZ ORDER  -  FIRST
 AA3722  VERT ORDER  -  THIRD ? (See Below)
 AA3722  ELLP ORDER  -  FOURTH    CLASS II
 AA3722
 AA3722.This mark is at Tri Cities Regional Airport (TRI)
 AA3722
 AA3722.The horizontal coordinates were established by GPS observations
 AA3722.and adjusted by the National Geodetic Survey in February 1999..
 AA3722
 AA3722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3722
 AA3722.GPS derived orthometric heights for airport stations designated as
 AA3722.PACS or SACS are published to 2 decimal places.  This maintains
 AA3722.centimeter relative accuracy between the PACS and SACS.  It does
 AA3722.not indicate centimeter accuracy relative to other marks which are
 AA3722.part of the NAVD 88 network.
 AA3722.The vertical order pertains to the NGVD 29 superseded value.
 AA3722
 AA3722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3722
 AA3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3722
 AA3722.The ellipsoidal height was determined by GPS observations
 AA3722.and is referenced to NAD 83.
 AA3722
 AA3722.The geoid height was determined by GEOID03.
 AA3722
 AA3722;                    North         East     Units Scale Factor Converg.
 AA3722;SPC TN       -   243,674.093   922,008.276   MT  1.00001111   +2 06 14.4
 AA3722;SPC TN       -   799,454.09  3,024,955.49   sFT  1.00001111   +2 06 14.4
 AA3722;UTM  17      - 4,037,693.258   374,031.506   MT  0.99979550   -0 50 09.7
 AA3722
 AA3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3722!SPC TN       -   0.99993275  x   1.00001111  =   0.99994386
 AA3722!UTM  17      -   0.99993275  x   0.99979550  =   0.99972826
 AA3722
 AA3722                          SUPERSEDED SURVEY CONTROL
 AA3722
 AA3722  NAD 83(1995)-  36 28 34.52233(N)    082 24 22.07403(W) AD(       ) 1
 AA3722  ELLIP H (03/31/95)  428.46   (m)                       GP(       ) 4 2
 AA3722  NGVD 29 (03/31/95)  460.21   (m)         1509.9    (f) LEVELING    3  
 AA3722
 AA3722.Superseded values are not recommended for survey control.
 AA3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3722.See file dsdata.txt to determine how the superseded data were derived.
 AA3722
 AA3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7403237693(NAD 83)
 AA3722_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3722_STAMPING: ARP 1963
 AA3722_MARK LOGO: CGS   
 AA3722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3722+STABILITY: SURFACE MOTION
 AA3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3722+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3722
 AA3722  HISTORY     - Date     Condition        Report By
 AA3722  HISTORY     - 1963     MONUMENTED       CGS
 AA3722  HISTORY     - 19911126 GOOD             NGS
 AA3722
 AA3722                          STATION DESCRIPTION
 AA3722
 AA3722'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VES)
 AA3722'THE STATION IS LOCATED BETWEEN BRISTOL, KINGSTON, AND JOHNSTON CITY
 AA3722'TENNESSEE ON THE TRI-CITY REGIONAL AIRPORT NEAR MIDFIELD.
 AA3722' 
 AA3722'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF RUNWAY 5/23. IT
 AA3722'IS 110.9 FT (33.8 M) NORTHEAST OF THE 6TH RUNWAY LIGHT SOUTHWEST OF
 AA3722'RUNWAY 9/27, 105.1 FT (32.0 M) SOUTH-SOUTHWEST OF THE 5TH RUNWAY LIGHT
 AA3722'(THIS LIGHT AND ITS OPPOSITE ARE APPROXIMATELY ON RANGE WITH THE
 AA3722'WINDSOCK), AND 49.0 FT (14.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AA3722'PAVEMENT OF RUNWAY 5/23.
 AA3722' 
 AA3722'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED ARP 1963 SET IN
 AA3722'A CONCRETE MONUMENT 0.1 FT (3.0 CM) BELOW THE GROUND.
 AA3722' 
 AA3722'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. JOHN
 AA3722'HANLIN, P.O. BOX 1055, BLOUNTVILLE, TN, 37617, PHONE (615) 323-6287 OR
 AA3722'477-6287.
 AA3722' 
 AA3722'RECOVERED AND DESCRIDED BY RALPH A. HARRELL 4 MARCH 1993, NOS.
 AA3722
 AA3722                          STATION RECOVERY (1991)
 AA3722
 AA3722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DAH)
 AA3722'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT IN THE GRASS
 AA3722'AREA SOUTHEAST OF RUNWAY 5-23.  IT IS ABOUT 890 FT (271.3 M) SW OF THE
 AA3722'SOUTH EDGE OF RUNWAY 9-27 (MEASURED PARALLEL TO RWY 5-23).  IT IS
 AA3722'110.9 FT (33.8 M) NORTHEAST OF THE 6TH RUNWAY LIGHT SOUTHWEST OF RWY
 AA3722'9-27, 105.1 FT (32.0 M) SSW OF THE 5TH RUNWAY LIGHT (THIS LIGHT AND
 AA3722'ITS OPPOSITE ARE APPROXIMATELY ON RANGE WITH A WINDSOCK), AND 49.0 FT
 AA3722'(14.9 M) SE OF THE SOUTHEAST EDGE OF THE PAVEMENT OF RUNWAY 5-23.  IT
 AA3722'IS A CGS TOPO DISK STAMPED ARP 1963 AND SET IN THE TOP OF A TEN INCH
 AA3722'SQUARE CONCRETE POST 0.1 FT (3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3721 ***********************************************************************
 AA3721  SACS        -  This is a Secondary Airport Control Station.
 AA3721  DESIGNATION -  TRI CONTROL POINT C 1963
 AA3721  PID         -  AA3721
 AA3721  STATE/COUNTY-  TN/SULLIVAN
 AA3721  USGS QUAD   -  BOONE DAM (1968)
 AA3721
 AA3721                         *CURRENT SURVEY CONTROL
 AA3721  ___________________________________________________________________
 AA3721* NAD 83(1995)-  36 28 42.93198(N)    082 24 37.67416(W)     ADJUSTED  
 AA3721* NAVD 88     -       463.04   (+/-2cm)    1519.2    (feet)  VERTCON   
 AA3721  ___________________________________________________________________
 AA3721  X           -     678,200.497 (meters)                     COMP
 AA3721  Y           -  -5,089,967.801 (meters)                     COMP
 AA3721  Z           -   3,771,281.211 (meters)                     COMP
 AA3721  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA3721  ELLIP HEIGHT-         431.53  (meters)          (02/18/99) GPS OBS
 AA3721  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AA3721
 AA3721  HORZ ORDER  -  FIRST
 AA3721  VERT ORDER  -  THIRD ? (See Below)
 AA3721  ELLP ORDER  -  FOURTH    CLASS II
 AA3721
 AA3721.This mark is at Tri Cities Regional Airport (TRI)
 AA3721
 AA3721.The horizontal coordinates were established by GPS observations
 AA3721.and adjusted by the National Geodetic Survey in February 1999..
 AA3721
 AA3721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3721
 AA3721.GPS derived orthometric heights for airport stations designated as
 AA3721.PACS or SACS are published to 2 decimal places.  This maintains
 AA3721.centimeter relative accuracy between the PACS and SACS.  It does
 AA3721.not indicate centimeter accuracy relative to other marks which are
 AA3721.part of the NAVD 88 network.
 AA3721.The vertical order pertains to the NGVD 29 superseded value.
 AA3721
 AA3721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3721
 AA3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3721
 AA3721.The ellipsoidal height was determined by GPS observations
 AA3721.and is referenced to NAD 83.
 AA3721
 AA3721.The geoid height was determined by GEOID03.
 AA3721
 AA3721;                    North         East     Units Scale Factor Converg.
 AA3721;SPC TN       -   243,918.992   921,610.495   MT  1.00001157   +2 06 05.2
 AA3721;SPC TN       -   800,257.56  3,023,650.43   sFT  1.00001157   +2 06 05.2
 AA3721;UTM  17      - 4,037,958.181   373,646.892   MT  0.99979670   -0 50 19.2
 AA3721
 AA3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3721!SPC TN       -   0.99993228  x   1.00001157  =   0.99994385
 AA3721!UTM  17      -   0.99993228  x   0.99979670  =   0.99972899
 AA3721
 AA3721                          SUPERSEDED SURVEY CONTROL
 AA3721
 AA3721  NAD 83(1995)-  36 28 42.93538(N)    082 24 37.68140(W) AD(       ) 1
 AA3721  ELLIP H (03/31/95)  431.44   (m)                       GP(       ) 4 2
 AA3721  NGVD 29 (03/31/95)  463.18   (m)         1519.6    (f) LEVELING    3  
 AA3721
 AA3721.Superseded values are not recommended for survey control.
 AA3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3721.See file dsdata.txt to determine how the superseded data were derived.
 AA3721
 AA3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7364737958(NAD 83)
 AA3721_MARKER: I = METAL ROD
 AA3721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA3721+WITH SETTING: INFORMATION.
 AA3721_STAMPING: CON PT C 1963
 AA3721_MARK LOGO: CGS   
 AA3721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3721+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3721
 AA3721  HISTORY     - Date     Condition        Report By
 AA3721  HISTORY     - 1963     MONUMENTED       CGS
 AA3721  HISTORY     - 19911126 GOOD             NGS
 AA3721
 AA3721                          STATION DESCRIPTION
 AA3721
 AA3721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VES)
 AA3721'THE STATION IS LOCATED BETWEEN BRISTOL, KINGSTON, AND JOHNSTON CITY
 AA3721'TENNESSEE ON THE TRI-CITY REGIONAL AIRPORT WEST OF THE TERMINAL NEAR
 AA3721'RUNWAY END 9.
 AA3721' 
 AA3721'THE STATION IS LOCATED IN THE GRASS AREA NORTH OF RUNWAY END 9, 61.7
 AA3721'FT (18.8 M) SOUTHEAST OF THE NORTH REIL, 47.8 FT (14.6 M) NORTHEAST OF
 AA3721'THE NORTHERNMOST THRESHOLD LIGHT SERVING RUNWAY END 9 AND 30.0 FT (9.1
 AA3721'M) NORTH OF THE TANGENCY POINT OF THE 150 FT (45.7 M) RUNWAY WIDTH AND
 AA3721'THE CIRCULAR SURFACE OF THE RUNWAY END.
 AA3721' 
 AA3721'THE STATION IS A COPPER-WELD ROD SET IN CONCRETE STAMPED CON PT C
 AA3721'1963.
 AA3721' 
 AA3721'TO OBTAIN ACCESS TO THE AIRPORT, CONTACT MR. JOHN HANLIN, P.O. BOX
 AA3721'1055, BLOUNTVILLE, TN, 37617, PHONE (615) 323-6287 OR 477-6287.
 AA3721' 
 AA3721'RECOVERED AND DESCRIBED BY RALPH A. HARRELL 4 MARCH 1993, NOS.
 AA3721
 AA3721                          STATION RECOVERY (1991)
 AA3721
 AA3721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA3721'THE STATION IS LOCATED IN THE GRASS AREA NORTH OF RUNWAY END 9, 30.0
 AA3721'FEET (9.1 M) NORTH OF THE POINT OF TANGENCY OF THE 100 FOOT (30.5 M)
 AA3721'RUNWAY WIDTH AND CIRCULAR SURFACE OF THE RUNWAY END.  61.7 FEET (18.8
 AA3721'M) SOUTHEAST OF THE NORTH REIL LIGHT.  47.8 FEET (14.6 M) NORTHEAST OF
 AA3721'NORTHERNMOST THRESHOLD LIGHT AT CENTERLINE END RUNWAY 9.  THE STATION
 AA3721'IS MARKED WITH A COPPER-WELD ROD, STAMPED CON PT C 1963, SET IN
 AA3721'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2014 ***********************************************************************
 FF2014  DESIGNATION -  TRIGG
 FF2014  PID         -  FF2014
 FF2014  STATE/COUNTY-  TN/SHELBY
 FF2014  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2014
 FF2014                         *CURRENT SURVEY CONTROL
 FF2014  ___________________________________________________________________
 FF2014* NAD 83(1995)-  35 06 41.32640(N)    090 04 34.15263(W)     ADJUSTED  
 FF2014* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 FF2014  ___________________________________________________________________
 FF2014  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FF2014  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2014
 FF2014  HORZ ORDER  -  THIRD
 FF2014
 FF2014.The horizontal coordinates were established by classical geodetic methods
 FF2014.and adjusted by the National Geodetic Survey in April 1999..
 FF2014
 FF2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2014
 FF2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2014
 FF2014.The geoid height was determined by GEOID03.
 FF2014
 FF2014;                    North         East     Units Scale Factor Converg.
 FF2014;SPC TN       -    94,073.904   228,498.051   MT  1.00002733   -2 23 10.8
 FF2014;SPC TN       -   308,640.80    749,664.02   sFT  1.00002733   -2 23 10.8
 FF2014;SPC AR N     -    88,042.155   575,369.438   MT  0.99996976   +1 07 10.1
 FF2014;SPC AR N     -   288,851.64  1,887,691.23   sFT  0.99996976   +1 07 10.1
 FF2014;UTM  15      - 3,889,318.653   766,482.921   MT  1.00047528   +1 40 57.7
 FF2014;UTM  16      - 3,889,737.223   219,631.199   MT  1.00056889   -1 46 13.7
 FF2014
 FF2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2014!SPC TN       -   0.99998717  x   1.00002733  =   1.00001450
 FF2014!SPC AR N     -   0.99998717  x   0.99996976  =   0.99995693
 FF2014!UTM  15      -   0.99998717  x   1.00047528  =   1.00046244
 FF2014!UTM  16      -   0.99998717  x   1.00056889  =   1.00055605
 FF2014
 FF2014|---------------------------------------------------------------------|
 FF2014| PID    Reference Object                     Distance      Geod. Az  |
 FF2014|                                                           dddmmss.s |
 FF2014| FF1032 TS X 1                              221.870 METERS 05148     |
 FF2014| FF0444 OLIVE                               167.944 METERS 12402     |
 FF2014| FF2015 TS V 1                              292.269 METERS 15724     |
 FF2014| FF0442 RIVERSIDE                           APPROX. 0.9 KM 2051955.2 |
 FF2014|---------------------------------------------------------------------|
 FF2014
 FF2014                          SUPERSEDED SURVEY CONTROL
 FF2014
 FF2014  NAD 83(1995)-  35 06 41.32857(N)    090 04 34.15227(W) AD(       ) 3
 FF2014  NAD 83(1995)-  35 06 41.33242(N)    090 04 34.15219(W) AD(       ) 3
 FF2014  NAD 83(1986)-  35 06 41.33653(N)    090 04 34.15394(W) AD(       ) 3
 FF2014  NAD 27      -  35 06 41.00650(N)    090 04 33.81810(W) AD(       ) 3
 FF2014  NGVD 29 (07/19/86)  109.0    (m)          358.     (f) VERT ANG       
 FF2014
 FF2014.Superseded values are not recommended for survey control.
 FF2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2014.See file dsdata.txt to determine how the superseded data were derived.
 FF2014
 FF2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6648389319(NAD 83)
 FF2014_MARKER: DE = TRAVERSE STATION DISK
 FF2014_SETTING: 0 = UNSPECIFIED SETTING
 FF2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2014
 FF2014  HISTORY     - Date     Condition        Report By
 FF2014  HISTORY     - 1959     MONUMENTED       CGS
 FF2014
 FF2014                          STATION DESCRIPTION
 FF2014
 FF2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF2014'THE STATION IS LOCATED IN THE WEST-SOUTHWEST SECTION OF
 FF2014'MEMPHIS, ON THE HIGHEST PART OF THE MEMPHIS PACKING CO.,
 FF2014'DIVISION OF ARMOUR, BUILDING, WHICH IS LOCATED BETWEEN TRIGG
 FF2014'AVE. AND OLIVE AVE. AND WEST OF RIVERSIDE DRIVE AND IS NEAR
 FF2014'THE NORTH EDGE OF RIVERSIDE PARK.  THE MARK IS A STANDARD
 FF2014'TRAVERSE DISK CEMENTED IN A DRILL HOLE IN THE ROOF, 3 FEET
 FF2014'NORTH OF THE SOUTH WALL AND 1 FOOT WEST OF THE EAST WALL.
 FF2014'THE MARK IS SET FLUSH WITH THE ROOF AND IS STAMPED TRIGG
 FF2014'1959.
 FF2014'
 FF2014'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1636 ***********************************************************************
 GD1636  DESIGNATION -  TRIMBLE MUNICIPAL TANK
 GD1636  PID         -  GD1636
 GD1636  STATE/COUNTY-  TN/DYER
 GD1636  USGS QUAD   -  TRIMBLE (1983)
 GD1636
 GD1636                         *CURRENT SURVEY CONTROL
 GD1636  ___________________________________________________________________
 GD1636* NAD 83(1995)-  36 12 16.15627(N)    089 11 27.86881(W)     ADJUSTED  
 GD1636* NAVD 88     -                                                        
 GD1636  ___________________________________________________________________
 GD1636  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GD1636  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1636
 GD1636  HORZ ORDER  -  THIRD
 GD1636
 GD1636.The horizontal coordinates were established by classical geodetic methods
 GD1636.and adjusted by the National Geodetic Survey in April 1999..
 GD1636
 GD1636
 GD1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1636
 GD1636.The geoid height was determined by GEOID03.
 GD1636
 GD1636;                    North         East     Units Scale Factor Converg.
 GD1636;SPC TN       -   212,282.663   313,085.232   MT  0.99996924   -1 52 05.5
 GD1636;SPC TN       -   696,464.04  1,027,180.47   sFT  0.99996924   -1 52 05.5
 GD1636;SPC MO E     -    41,974.564   367,707.380   MT  1.00010399   +0 46 23.6
 GD1636;UTM  16      - 4,008,854.858   303,020.082   MT  1.00007810   -1 17 40.6
 GD1636
 GD1636                          SUPERSEDED SURVEY CONTROL
 GD1636
 GD1636  NAD 83(1995)-  36 12 16.15894(N)    089 11 27.86960(W) AD(       ) 4
 GD1636  NAD 83(1995)-  36 12 16.15922(N)    089 11 27.86988(W) AD(       ) 4
 GD1636  NAD 83(1986)-  36 12 16.16763(N)    089 11 27.86864(W) AD(       ) 4
 GD1636  NAD 27      -  36 12 15.92500(N)    089 11 27.62400(W) AD(       ) 3
 GD1636
 GD1636.Superseded values are not recommended for survey control.
 GD1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1636.See file dsdata.txt to determine how the superseded data were derived.
 GD1636
 GD1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0302008855(NAD 83)
 GD1636_MARKER: 53 = ELEVATED TANK
 GD1636
 GD1636  HISTORY     - Date     Condition        Report By
 GD1636  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1636  HISTORY     - 1967     GOOD             CGS
 GD1636
 GD1636                          STATION DESCRIPTION
 GD1636
 GD1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1636'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED AT THE NORTH
 GD1636'EDGE OF THE BUSINESS DISTRICT IN TRIMBLE.  THE TANK IS SUPPORTED BY
 GD1636'A FOUR LEGGED STEEL STRUCTURE.  TANK AND SUPPORTING STRUCTURE ARE
 GD1636'SILVER COLORED.  THE NAME TRIMBLE IS ON THE WEST SIDE OF THE
 GD1636'TANK.  THE OVERALL HEIGHT IS 130 FEET.
 GD1636
 GD1636                          STATION RECOVERY (1967)
 GD1636
 GD1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1636'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1636'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1636'DESCRIPTION.
 GD1636'
 GD1636'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 GD1636'OF N. MAIN STREET AND OBION STREET AT THE NORTH EDGE OF THE BUSINESS
 GD1636'DISTRICT IN TRIMBLE, 130 FEET EAST OF THE APPROXIMATE CENTER OF N.
 GD1636'MAIN STREET, 56 FEET SOUTH OF THE APPROXIMATE CENTER OF OBION
 GD1636'STREET, 29 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED ALLEY, AND
 GD1636'DIRECTL0 BEHIND AND EAST OF CITY BUILDING 302.
 GD1636'
 GD1636'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 GD1636'A BALL FINIAL AT THE TOP AND CENTER OF THE TANK, THE SUPPORTING
 GD1636'STRUCTURE AND THE BODY OF THE TANK ARE PAINTED SILVER WITH THE ROOF
 GD1636'OF THE TANK PAINTED GREEN, THE LEGEND TRIMBLE IS PAINTED IN BLACK ON
 GD1636'THE WEST SIDE, AND THE OVER-ALL HEIGHT IS 130 FEET.
 GD1636'
 GD1636'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE TOP AND CENTER OF
 GD1636'THE ROOF.
 GD1636'
 GD1636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT TRIMBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0216 ***********************************************************************
 FC0216  DESIGNATION -  TRIPLET
 FC0216  PID         -  FC0216
 FC0216  STATE/COUNTY-  TN/LOUDON
 FC0216  USGS QUAD   -  LENOIR CITY (1986)
 FC0216
 FC0216                         *CURRENT SURVEY CONTROL
 FC0216  ___________________________________________________________________
 FC0216* NAD 83(1995)-  35 52 13.99520(N)    084 15 15.90459(W)     ADJUSTED  
 FC0216* NAVD 88     -       276.725  (meters)     907.89   (feet)  ADJUSTED  
 FC0216  ___________________________________________________________________
 FC0216  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FC0216  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0216  DYNAMIC HT  -         276.463 (meters)     907.03  (feet)  COMP
 FC0216  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FC0216
 FC0216  HORZ ORDER  -  SECOND
 FC0216  VERT ORDER  -  SECOND    CLASS 0
 FC0216
 FC0216.The horizontal coordinates were established by classical geodetic methods
 FC0216.and adjusted by the National Geodetic Survey in April 1999..
 FC0216
 FC0216.The orthometric height was determined by differential leveling
 FC0216.and adjusted by the National Geodetic Survey in June 1991..
 FC0216
 FC0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0216
 FC0216.The geoid height was determined by GEOID03.
 FC0216
 FC0216.The dynamic height is computed by dividing the NAVD 88
 FC0216.geopotential number by the normal gravity value computed on the
 FC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0216.degrees latitude (g = 980.6199 gals.).
 FC0216
 FC0216.The modeled gravity was interpolated from observed gravity values.
 FC0216
 FC0216;                    North         East     Units Scale Factor Converg.
 FC0216;SPC TN       -   171,958.916   757,628.462   MT  0.99994860   +1 01 19.0
 FC0216;SPC TN       -   564,168.54  2,485,652.71   sFT  0.99994860   +1 01 19.0
 FC0216;UTM  16      - 3,973,072.898   747,886.522   MT  1.00035724   +1 36 34.6
 FC0216
 FC0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0216!SPC TN       -   0.99996138  x   0.99994860  =   0.99990998
 FC0216!UTM  16      -   0.99996138  x   1.00035724  =   1.00031861
 FC0216
 FC0216|---------------------------------------------------------------------|
 FC0216| PID    Reference Object                     Distance      Geod. Az  |
 FC0216|                                                           dddmmss.s |
 FC0216| FC0217 TRIPLET RM 1                         19.379 METERS 05747     |
 FC0216| FC0214 TRIPLET AZ MK                                      2301156.1 |
 FC0216| FC0215 TRIPLET RM 2                         20.684 METERS 24753     |
 FC0216| FC1683 LENEX                               APPROX. 5.2 KM 2731632.3 |
 FC0216|---------------------------------------------------------------------|
 FC0216
 FC0216                          SUPERSEDED SURVEY CONTROL
 FC0216
 FC0216  NAD 83(1995)-  35 52 14.00254(N)    084 15 15.90388(W) AD(       ) 2
 FC0216  NAD 83(1986)-  35 52 14.00835(N)    084 15 15.90198(W) AD(       ) 2
 FC0216  NAD 27      -  35 52 13.72650(N)    084 15 16.18890(W) AD(       ) 2
 FC0216  NGVD 29 (??/??/92)  276.838  (m)          908.26   (f) ADJ UNCH    2 0
 FC0216
 FC0216.Superseded values are not recommended for survey control.
 FC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0216.See file dsdata.txt to determine how the superseded data were derived.
 FC0216
 FC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4788773073(NAD 83)
 FC0216_MARKER: DR = REFERENCE MARK DISK
 FC0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0216_STAMPING: TRIPLET 1960
 FC0216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FC0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0216+STABILITY: SURFACE MOTION
 FC0216
 FC0216  HISTORY     - Date     Condition        Report By
 FC0216  HISTORY     - 1960     MONUMENTED       CGS
 FC0216  HISTORY     - 1960     GOOD             CGS
 FC0216  HISTORY     - 1981     GOOD             NGS
 FC0216
 FC0216                          STATION DESCRIPTION
 FC0216
 FC0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0216'THE STATION IS ON THE NORTH BANK OF A HIGHWAY CUT AND ON THE NORTH
 FC0216'RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY NOW UNDER CONSTRUCTION.
 FC0216'IT IS ABOUT 20 MILES WEST OF KNOXVILLE, 7 MILES NORTH OF LENOIR CITY,
 FC0216'4 MILES NORTHEAST OF EATONS CROSSROAD, 2 MILES NORTHWEST OF
 FC0216'DIXIE LEE JUNCTION, AND 0.15 MILE NORTHEAST OF A TRIPLE INTERSECTION.
 FC0216'
 FC0216'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 11 AT
 FC0216'DIXIE LEE JUNCTION AND SIGN, PLEASANT (HICKORY CREEK) BAPTIST
 FC0216'CHURCH 3 MILES, GO NORTH FOR 1.25 MILES TO A BRIDGE OVER THE
 FC0216'INTERSTATE HIGHWAY. HERE TURN LEFT, WEST, ON THE INTERSTATE
 FC0216'HIGHWAY FOR 1.05 MILES AND THE STATION ON THE RIGHT AS DESCRIBED.
 FC0216'
 FC0216'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED TRIPLET 1960,
 FC0216'SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH IS FLUSH. IT IS
 FC0216'ABOUT 30 FEET ABOVE THE HIGHWAY, 25 FEET SOUTH OF A TRIANGLE BLAZED
 FC0216'OAK TREE, AND 2.2 FEET NORTHEAST OF A WITNESS POST.
 FC0216'
 FC0216'REFERENCE MARK NO. 1 IS ON THE BANK OF THE HIGHWAY CUT AND ABOUT 4
 FC0216'FEET ABOVE THE ELEVATION OF THE STATION. IT IS A STANDARD DISK,
 FC0216'STAMPED TRIPLET NO. 1 1960, SET IN A 10-INCH SQUARE, CONCRETE
 FC0216'MONUMENT WHICH IS FLUSH.
 FC0216'
 FC0216'REFERENCE MARK NO. 2 IS ON THE BANK OF THE HIGHWAY CUT AND ABOUT 6
 FC0216'FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK,
 FC0216'STAMPED TRIPLET NO. 2 1960, SET IN A 10-INCH SQUARE, CONCRETE
 FC0216'MONUMENT WHICH IS FLUSH.
 FC0216'
 FC0216'THE AZIMUTH MARK IS ABOUT 1 FOOT NORTH OF THE EAST ANCHOR POST OF THE
 FC0216'NORTH GUARDRAIL AND IN THE NORTHEAST WING OF THE UPPERMOST
 FC0216'ONE OF TWO BRIDGES AT A TRIPLE INTERCHANGE. IT IS A STANDARD DISK,
 FC0216'STAMPED TRIPLET 1960, CEMENTED IN A DRILL HOLE FLUSH WITH THE
 FC0216'TOP OF THE WING WALL.
 FC0216'
 FC0216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 FC0216'INTERSTATE HIGHWAY FOR 0.15 MILE TO THE EAST END OF THE UPPER BRIDGE
 FC0216'AND THE MARK AS DESCRIBED.
 FC0216'
 FC0216'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 FC0216
 FC0216                          STATION RECOVERY (1960)
 FC0216
 FC0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0216'3.2 MI NE FROM EATON CROSSROADS.
 FC0216'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0216'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0216'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75 TO THE JUNCTION
 FC0216'OF INTERSTATE HIGHWAY 40.  THE STATION MARK IS ABOUT 0.1 MILE
 FC0216'NORTHEAST OF THE UPPERMOST ONE OF TWO BRIDGES AT A TRIPLE
 FC0216'INTERCHANGE, ON THE NORTH RIGHT-OF-WAY OF INTERSTATE 40, 25 FT.
 FC0216'SOUTH OF A TRIANGLE BLAZED TREE, 2.2 FT. NORTHEAST OF A WITNESS
 FC0216'SIGN, AND ABOUT 30 FT. ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK
 FC0216'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FC0216
 FC0216                          STATION RECOVERY (1981)
 FC0216
 FC0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0216'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 FC0216'1960 DESCRIPTION IS POOR AND A NEW DESCRIPTION FOLLOWS.
 FC0216'
 FC0216'THE STATION IS LOCATED AT THE EAST EDGE OF THE JUNCTION OF
 FC0216'INTERSTATE HIGHWAYS 40 AND 75, ABOUT 7 MILES NORTH OF LENOIR CITY, 20
 FC0216'MILES WEST OF KNOXVILLE, NEAR THE WEST END OF A HIGHWAY CUT ON THE
 FC0216'NORTH SIDE OF INTERSTATE HIGHWAY 40, 14 FEET SOUTHEAST OF A 12 INCH
 FC0216'OAK TREE WITH A WITNESS SIGN NAILED TO THE SOUTH SIDE, 2 FEET
 FC0216'NORTHEAST OF A METAL WITNESS POST, 26 FEET SOUTHWEST OF A 14 INCH OAK
 FC0216'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 49 FEET NORTH OF
 FC0216'MILE POST NO 368.  THE MONUMENT IS FLUSH AND THE DISK IS
 FC0216'STAMPED---TRIPLET 1960---.
 FC0216'
 FC0216'REFERENCE MARK 1 IS 10 FEET SOUTHEAST OF A 10 INCH OAK TREE WITH A
 FC0216'WITNESS SIGN NAILED TO THE SOUTH SIDE, 10 FEET EAST OF AN 8 INCH
 FC0216'LOCUST TREE, ON THE NORTH SIDE OF A SMALL RIDGE AND ABOUT 2 FEET
 FC0216'LOWER THAN THE CREST OF THE RIDGE.  THE MONUMENT IS FLUSH, ABOUT 4
 FC0216'FEET HIGHER THAN THE STATION MARK, FLUSH WITH THE GROUND AND
 FC0216'STAMPED---TRIPLET 1960 NO 1---.
 FC0216'
 FC0216'REFERENCE MARK 2 IS 2 FEET SOUTH OF AN 8 INCH OAK TREE WITH A WITNESS
 FC0216'SIGN NAILED TO THE SOUTH SIDE, 5 FEET NORTHWEST OF AN 8 INCH PINE
 FC0216'TREE AND 1 FOOT WEST OF A 3 INCH CEDAR TREE.  THE MONUMENT IS ABOUT
 FC0216'6 FEET LOWER THAN THE STATION MARK AND THE DISK IS STAMPED---TRIPLET
 FC0216'1960 NO 2---.
 FC0216'
 FC0216'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---TRIPLET 1960---SET
 FC0216'IN A DRILL HOLE IN THE NORTHEAST ABUTTMENT OF A BRIDGE OF INTERSTATE
 FC0216'HIGHWAY 75 SOUTH OFF OF INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0214 ***********************************************************************
 FC0214  DESIGNATION -  TRIPLET AZ MK
 FC0214  PID         -  FC0214
 FC0214  STATE/COUNTY-  TN/LOUDON
 FC0214  USGS QUAD   -  LENOIR CITY (1986)
 FC0214
 FC0214                         *CURRENT SURVEY CONTROL
 FC0214  ___________________________________________________________________
 FC0214* NAD 83(1986)-  35 52 08.     (N)    084 15 15.     (W)     SCALED    
 FC0214* NAVD 88     -       271.841  (meters)     891.87   (feet)  ADJUSTED  
 FC0214  ___________________________________________________________________
 FC0214  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0214  DYNAMIC HT  -         271.584 (meters)     891.02  (feet)  COMP
 FC0214  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FC0214
 FC0214  VERT ORDER  -  SECOND    CLASS 0
 FC0214
 FC0214.The horizontal coordinates were scaled from a topographic map and have
 FC0214.an estimated accuracy of +/- 6 seconds.
 FC0214
 FC0214.The orthometric height was determined by differential leveling
 FC0214.and adjusted by the National Geodetic Survey in June 1991..
 FC0214
 FC0214.The geoid height was determined by GEOID03.
 FC0214
 FC0214.The dynamic height is computed by dividing the NAVD 88
 FC0214.geopotential number by the normal gravity value computed on the
 FC0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0214.degrees latitude (g = 980.6199 gals.).
 FC0214
 FC0214.The modeled gravity was interpolated from observed gravity values.
 FC0214
 FC0214;                    North         East    Units  Estimated Accuracy
 FC0214;SPC TN       -   171,780.      757,650.      MT  (+/- 180 meters Scaled)
 FC0214
 FC0214                          SUPERSEDED SURVEY CONTROL
 FC0214
 FC0214  NGVD 29 (??/??/92)  271.954  (m)          892.24   (f) ADJ UNCH    2 0
 FC0214
 FC0214.Superseded values are not recommended for survey control.
 FC0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0214.See file dsdata.txt to determine how the superseded data were derived.
 FC0214
 FC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479728(NAD 83)
 FC0214_MARKER: DZ = AZIMUTH MARK DISK
 FC0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0214_SP_SET: BRIDGE
 FC0214_STAMPING: TRIPLET 1960
 FC0214_MARK LOGO: CGS   
 FC0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0214
 FC0214  HISTORY     - Date     Condition        Report By
 FC0214  HISTORY     - 1960     MONUMENTED       CGS
 FC0214
 FC0214                          STATION DESCRIPTION
 FC0214
 FC0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0214'3 MI NE FROM EATON CROSSROADS.
 FC0214'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0214'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0214'ROAD, THEN 0.45 MILE NORTHEAST ON INTERSTATE HIGHWAY 75 TO THE
 FC0214'UPPERMOST ONE OF TWO BRIDGES AT A TRIPLE INTERCHANGE.  THE DISK
 FC0214'IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST WINGWALL OF
 FC0214'THE BRIDGE, 1 FT. NORTH OF THE EAST ANCHOR POST OF THE NORTH
 FC0214'GUARDRAIL AND ABOUT 1 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0217 ***********************************************************************
 FC0217  DESIGNATION -  TRIPLET RM 1
 FC0217  PID         -  FC0217
 FC0217  STATE/COUNTY-  TN/LOUDON
 FC0217  USGS QUAD   -  LENOIR CITY (1986)
 FC0217
 FC0217                         *CURRENT SURVEY CONTROL
 FC0217  ___________________________________________________________________
 FC0217* NAD 83(1986)-  35 52 13.     (N)    084 15 16.     (W)     SCALED    
 FC0217* NAVD 88     -       277.952  (meters)     911.91   (feet)  ADJUSTED  
 FC0217  ___________________________________________________________________
 FC0217  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0217  DYNAMIC HT  -         277.689 (meters)     911.05  (feet)  COMP
 FC0217  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FC0217
 FC0217  VERT ORDER  -  SECOND    CLASS 0
 FC0217
 FC0217.The horizontal coordinates were scaled from a topographic map and have
 FC0217.an estimated accuracy of +/- 6 seconds.
 FC0217
 FC0217.The orthometric height was determined by differential leveling
 FC0217.and adjusted by the National Geodetic Survey in June 1991..
 FC0217
 FC0217.The geoid height was determined by GEOID03.
 FC0217
 FC0217.The dynamic height is computed by dividing the NAVD 88
 FC0217.geopotential number by the normal gravity value computed on the
 FC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0217.degrees latitude (g = 980.6199 gals.).
 FC0217
 FC0217.The modeled gravity was interpolated from observed gravity values.
 FC0217
 FC0217;                    North         East    Units  Estimated Accuracy
 FC0217;SPC TN       -   171,930.      757,630.      MT  (+/- 180 meters Scaled)
 FC0217
 FC0217                          SUPERSEDED SURVEY CONTROL
 FC0217
 FC0217  NGVD 29 (??/??/92)  278.064  (m)          912.28   (f) ADJ UNCH    2 0
 FC0217
 FC0217.Superseded values are not recommended for survey control.
 FC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0217.See file dsdata.txt to determine how the superseded data were derived.
 FC0217
 FC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE478730(NAD 83)
 FC0217_MARKER: DR = REFERENCE MARK DISK
 FC0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0217_STAMPING: TRIPLET NO 1 1960
 FC0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0217+STABILITY: SURFACE MOTION
 FC0217
 FC0217  HISTORY     - Date     Condition        Report By
 FC0217  HISTORY     - 1960     MONUMENTED       CGS
 FC0217
 FC0217                          STATION DESCRIPTION
 FC0217
 FC0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0217'3.2 MI NE FROM EATON CROSSROADS.
 FC0217'THIS MARK IS LOCATED AT THE TRIPLET 1960 STATION SITE, 63.6 FT.
 FC0217'EAST OF THE STATION MARK, AND ON THE BANK OF THE HIGHWAY CUT,
 FC0217'ABOUT 4 FT. ABOVE THE LEVEL OF THE STATION MARK.  THE DISK IS SET
 FC0217'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0215 ***********************************************************************
 FC0215  DESIGNATION -  TRIPLET RM 2
 FC0215  PID         -  FC0215
 FC0215  STATE/COUNTY-  TN/LOUDON
 FC0215  USGS QUAD   -  LENOIR CITY (1986)
 FC0215
 FC0215                         *CURRENT SURVEY CONTROL
 FC0215  ___________________________________________________________________
 FC0215* NAD 83(1986)-  35 52 13.     (N)    084 15 16.     (W)     SCALED    
 FC0215* NAVD 88     -       274.659  (meters)     901.11   (feet)  ADJUSTED  
 FC0215  ___________________________________________________________________
 FC0215  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0215  DYNAMIC HT  -         274.400 (meters)     900.26  (feet)  COMP
 FC0215  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FC0215
 FC0215  VERT ORDER  -  SECOND    CLASS 0
 FC0215
 FC0215.The horizontal coordinates were scaled from a topographic map and have
 FC0215.an estimated accuracy of +/- 6 seconds.
 FC0215
 FC0215.The orthometric height was determined by differential leveling
 FC0215.and adjusted by the National Geodetic Survey in June 1991..
 FC0215
 FC0215.The geoid height was determined by GEOID03.
 FC0215
 FC0215.The dynamic height is computed by dividing the NAVD 88
 FC0215.geopotential number by the normal gravity value computed on the
 FC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0215.degrees latitude (g = 980.6199 gals.).
 FC0215
 FC0215.The modeled gravity was interpolated from observed gravity values.
 FC0215
 FC0215;                    North         East    Units  Estimated Accuracy
 FC0215;SPC TN       -   171,930.      757,630.      MT  (+/- 180 meters Scaled)
 FC0215
 FC0215                          SUPERSEDED SURVEY CONTROL
 FC0215
 FC0215  NGVD 29 (??/??/92)  274.772  (m)          901.48   (f) ADJ UNCH    2 0
 FC0215
 FC0215.Superseded values are not recommended for survey control.
 FC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0215.See file dsdata.txt to determine how the superseded data were derived.
 FC0215
 FC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE478730(NAD 83)
 FC0215_MARKER: DR = REFERENCE MARK DISK
 FC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0215_STAMPING: TRIPLET NO 2 1960
 FC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0215+STABILITY: SURFACE MOTION
 FC0215
 FC0215  HISTORY     - Date     Condition        Report By
 FC0215  HISTORY     - 1960     MONUMENTED       CGS
 FC0215
 FC0215                          STATION DESCRIPTION
 FC0215
 FC0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0215'3.2 MI NE FROM EATON CROSSROADS.
 FC0215'THIS MARK IS LOCATED AT THE TRIPLET 1960 STATION SITE, 68 FT.
 FC0215'WEST OF THE STATION MARK, ON THE BANK OF THE HIGHWAY CUT, AND
 FC0215'ABOUT 6 FT. BELOW THE STATION.  THE DISK IS SET IN TOP OF A
 FC0215'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2143 ***********************************************************************
 GC2143  DESIGNATION -  TROUSDALE
 GC2143  PID         -  GC2143
 GC2143  STATE/COUNTY-  TN/TROUSDALE
 GC2143  USGS QUAD   -  DIXON SPRINGS (1994)
 GC2143
 GC2143                         *CURRENT SURVEY CONTROL
 GC2143  ___________________________________________________________________
 GC2143* NAD 83(1995)-  36 22 22.17001(N)    086 05 28.92592(W)     ADJUSTED  
 GC2143* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 GC2143  ___________________________________________________________________
 GC2143  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GC2143  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2143
 GC2143  HORZ ORDER  -  THIRD
 GC2143
 GC2143.The horizontal coordinates were established by classical geodetic methods
 GC2143.and adjusted by the National Geodetic Survey in April 1999..
 GC2143
 GC2143.The orthometric height was scaled from a topographic map.
 GC2143
 GC2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2143
 GC2143.The geoid height was determined by GEOID03.
 GC2143
 GC2143;                    North         East     Units Scale Factor Converg.
 GC2143;SPC TN       -   226,287.569   591,800.909   MT  0.99999252   -0 03 12.6
 GC2143;SPC TN       -   742,411.80  1,941,600.15   sFT  0.99999252   -0 03 12.6
 GC2143;UTM  16      - 4,025,684.779   581,506.643   MT  0.99968185   +0 32 20.0
 GC2143
 GC2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2143!SPC TN       -   0.99995725  x   0.99999252  =   0.99994977
 GC2143!UTM  16      -   0.99995725  x   0.99968185  =   0.99963911
 GC2143
 GC2143|---------------------------------------------------------------------|
 GC2143| PID    Reference Object                     Distance      Geod. Az  |
 GC2143|                                                           dddmmss.s |
 GC2143| CG7688 TROUSDALE RM 1                        9.000 METERS 10106     |
 GC2143| CG7689 TROUSDALE RM 2                       23.812 METERS 18715     |
 GC2143| CG7687 TROUSDALE AZ MK                                    2611425.5 |
 GC2143|---------------------------------------------------------------------|
 GC2143
 GC2143                          SUPERSEDED SURVEY CONTROL
 GC2143
 GC2143  NAD 83(1995)-  36 22 22.17120(N)    086 05 28.92775(W) AD(       ) 3
 GC2143  NAD 83(1995)-  36 22 22.17698(N)    086 05 28.93049(W) AD(       ) 3
 GC2143  NAD 83(1986)-  36 22 22.18025(N)    086 05 28.92817(W) AD(       ) 3
 GC2143  NAD 27      -  36 22 22.00300(N)    086 05 28.97300(W) AD(       ) 3
 GC2143
 GC2143.Superseded values are not recommended for survey control.
 GC2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2143.See file dsdata.txt to determine how the superseded data were derived.
 GC2143
 GC2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8150725685(NAD 83)
 GC2143_MARKER: DS = TRIANGULATION STATION DISK
 GC2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2143
 GC2143  HISTORY     - Date     Condition        Report By
 GC2143  HISTORY     - 1950     MONUMENTED       CGS
 GC2143
 GC2143                          STATION DESCRIPTION
 GC2143
 GC2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2143'STATION IS LOCATED 4 MILES SOUTHEAST OF HARTSVILLE AND 0.3 MILE NORTH
 GC2143'OF STATE HIGHWAY 25 ON A HIGH RIDGE OWNED BY J.A. FORD.  IT IS
 GC2143'ON THE SOUTH END OF THE RIDGE, 79 FEET NORTH OF A FENCELINE, 6 FEET
 GC2143'NORTH OF A WHITE WITNESS POST AND 5 FEET NORTHWEST OF A 6 INCH PEACH
 GC2143'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GC2143'TROUSDALE 1950.
 GC2143'
 GC2143'REFERENCE MARK NO. 1 IS 79 FEET NORTH OF THE FENCELINE.  THE MARK IS
 GC2143'FLUSH WITH THE GROUND AND THE DISK IS STAMPED TROUSDALE NO 1
 GC2143'1950.
 GC2143'
 GC2143'REFERENCE MARK NO. 2 IS 6 FEET EAST OF A 12 INCH OAK TREE AND ONE
 GC2143'FOOT NORTH OF THE FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND
 GC2143'THE DISK IS STAMPED TROUSDALE NO 2 1950.
 GC2143'
 GC2143'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF HIGHWAY 25, 4 FEET
 GC2143'NORTH OF A WHITE WITNESS POST, 4 FEET WEST OF A 14 INCH OAK TREE AND
 GC2143'2 FEET EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2143'DISK IS STAMPED TROUSDALE 1950.
 GC2143'
 GC2143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 25
 GC2143'ABOUT 2 MILES EAST OF HARTSVILLE GO SOUTHEAST ON HIGHWAY 25 FOR
 GC2143'1.4 MILES TO A CURVE RIGHT AND THE AZIMUTH MARK LEFT, CONTINUE ON THE
 GC2143'HIGHWAY 0.7 MILE TO A LANE LEFT, TURN LEFT AND GO 0.1 MILE TO A
 GC2143'BARN ON THE LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST
 GC2143'UP A STEEP HILL ABOUT 0.5 MILE TO THE TOP OF THE RIDGE AND STATION AS
 GC2143'DESCRIBED.
 GC2143'
 GC2143'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2586 ***********************************************************************
 GB2586  DESIGNATION -  TROXEL RESET
 GB2586  PID         -  GB2586
 GB2586  STATE/COUNTY-  TN/SCOTT
 GB2586  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2586
 GB2586                         *CURRENT SURVEY CONTROL
 GB2586  ___________________________________________________________________
 GB2586* NAD 83(1995)-  36 26 45.40455(N)    084 33 04.26937(W)     ADJUSTED  
 GB2586* NAVD 88     -       485.7    (meters)    1594.     (feet)  VERTCON   
 GB2586  ___________________________________________________________________
 GB2586  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GB2586  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB2586
 GB2586  HORZ ORDER  -  SECOND
 GB2586
 GB2586.The horizontal coordinates were established by classical geodetic methods
 GB2586.and adjusted by the National Geodetic Survey in April 1999..
 GB2586
 GB2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2586
 GB2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2586
 GB2586.The geoid height was determined by GEOID03.
 GB2586
 GB2586;                    North         East     Units Scale Factor Converg.
 GB2586;SPC TN       -   235,359.114   729,886.957   MT  1.00000532   +0 50 53.5
 GB2586;SPC TN       -   772,174.03  2,394,637.46   sFT  1.00000532   +0 50 53.5
 GB2586;UTM  16      - 4,036,199.455   719,476.356   MT  1.00019352   +1 27 19.2
 GB2586
 GB2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2586!SPC TN       -   0.99992831  x   1.00000532  =   0.99993363
 GB2586!UTM  16      -   0.99992831  x   1.00019352  =   1.00012182
 GB2586
 GB2586|---------------------------------------------------------------------|
 GB2586| PID    Reference Object                     Distance      Geod. Az  |
 GB2586|                                                           dddmmss.s |
 GB2586| DC2614 TROXEL RM 2                           9.156 METERS 06652     |
 GB2586| DC2612 TROXEL AZ MK                                       0860419.4 |
 GB2586| GB2587 VOILES                              APPROX. 3.9 KM 1582428.6 |
 GB2586| DC2613 TROXEL RM 1                           5.706 METERS 26510     |
 GB2586|---------------------------------------------------------------------|
 GB2586
 GB2586                          SUPERSEDED SURVEY CONTROL
 GB2586
 GB2586  NAD 83(1995)-  36 26 45.40565(N)    084 33 04.26916(W) AD(       ) 2
 GB2586  NAD 83(1995)-  36 26 45.41320(N)    084 33 04.27367(W) AD(       ) 2
 GB2586  NAD 83(1986)-  36 26 45.41378(N)    084 33 04.27117(W) AD(       ) 2
 GB2586  NAD 27      -  36 26 45.12356(N)    084 33 04.48843(W) AD(       ) 2
 GB2586  NGVD 29 (07/19/86)  485.8    (m)         1594.     (f) VERT ANG       
 GB2586
 GB2586.Superseded values are not recommended for survey control.
 GB2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2586.See file dsdata.txt to determine how the superseded data were derived.
 GB2586
 GB2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1947636199(NAD 83)
 GB2586_MARKER: DD = SURVEY DISK
 GB2586_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GB2586_SP_SET: IN AN IRREGULAR MASS OF CONCRETE
 GB2586_STAMPING: TROXWL 1965 1980
 GB2586_MARK LOGO: TNHD  
 GB2586_PROJECTION: RECESSED 30 CENTIMETERS
 GB2586
 GB2586  HISTORY     - Date     Condition        Report By
 GB2586  HISTORY     - 1980     MONUMENTED       NGS
 GB2586
 GB2586                          STATION DESCRIPTION
 GB2586
 GB2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2586'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 GB2586'MARK 1 AND 2 AND THE SURFACE STATION MARK WERE FOUND DESTROYED BY
 GB2586'GRADING.  THE AZIMUTH MARK WAS NOT FOUND AND THOUGHT DESTROYED BY
 GB2586'THE GRADING FOR A DRIVEWAY.  REFERENCE MARKS 3 AND 4 AND A SURFACE
 GB2586'STATION WERE SET.  AN AZIMUTH MARK WILL BE SET AND A POLARIS
 GB2586'OBSERVATION WILL BE MADE WHEN A SITE CAN BE FOUND.  A NEW DESCRIPTION
 GB2586'FOLLOWS.
 GB2586'
 GB2586'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ONEIDA, 26 FEET SOUTH
 GB2586'OF A 12 INCH OAK TREE, 31 FEET SOUTHWEST OF A 14 INCH OAK TREE, 13
 GB2586'FEET WEST OF A METAL WITNESS POST, 12 FEET WEST OF A TELEPHONE POLE,
 GB2586'86 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY AND 10 FEET SOUTH
 GB2586'OF THE CENTERLINE OF A GRAVEL ROAD.  THE STATION MARK IS A STANDARD
 GB2586'THD DISK SET IN AN IRREGULAR MASS OF CONCRETE 12 INCHES UNDERGROUND
 GB2586'AND IS STAMPED---TROXEL 1965 1980---.
 GB2586'
 GB2586'TO REACH THE STATION FROM THE INTERSECTION OF DEPOT STREET AND
 GB2586'U.S. HIGHWAY 27 AT ONEIDA, GO SOUTH ON HIGHWAY 27 FOR 2.7 MILES TO
 GB2586'THE SMALL COMMUNITY OF HIGH POINT AND A RAILROAD OVERPASS.  TURN
 GB2586'RIGHT AND CROSS THE OVERPASS THEN LEFT ON OILED ROAD FOR 2.2 MILES
 GB2586'TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD
 GB2586'FOR 0.1 MILE TO THE STATION.
 GB2586'
 GB2586'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, FLUSH
 GB2586'WITH THE GROUND, STAMPED---TROXEL THD 1965 NO 3 1980---15 FEET
 GB2586'NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF THE 14 INCH
 GB2586'OAK TREE, AND 7 FEET EAST OF A 12 INCH OAK TREE.
 GB2586'
 GB2586'REFERENCE MARK 4 IS A STANDARD THD DISK IN TOP OF A SQUARE CONCRETE
 GB2586'POST PROJECTING 3 INCHES, STAMPED---TROXEL 1965 NO 4 1980---13 FEET
 GB2586'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A METAL WITNESS
 GB2586'POST AND 1 FOOT NORTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1623 ***********************************************************************
 GD1623  DESIGNATION -  TROY
 GD1623  PID         -  GD1623
 GD1623  STATE/COUNTY-  TN/OBION
 GD1623  USGS QUAD   -  OBION (1983)
 GD1623
 GD1623                         *CURRENT SURVEY CONTROL
 GD1623  ___________________________________________________________________
 GD1623* NAD 83(1995)-  36 21 27.29435(N)    089 11 00.12874(W)     ADJUSTED  
 GD1623* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 GD1623  ___________________________________________________________________
 GD1623  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GD1623  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1623
 GD1623  HORZ ORDER  -  SECOND
 GD1623
 GD1623.The horizontal coordinates were established by classical geodetic methods
 GD1623.and adjusted by the National Geodetic Survey in April 1999..
 GD1623
 GD1623.The orthometric height was scaled from a topographic map.
 GD1623
 GD1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1623
 GD1623.The geoid height was determined by GEOID03.
 GD1623
 GD1623;                    North         East     Units Scale Factor Converg.
 GD1623;SPC TN       -   229,238.705   314,330.270   MT  0.99999005   -1 51 49.2
 GD1623;SPC TN       -   752,093.98  1,031,265.23   sFT  0.99999005   -1 51 49.2
 GD1623;UTM  16      - 4,025,824.106   304,096.114   MT  1.00007287   -1 17 41.1
 GD1623
 GD1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1623!SPC TN       -   0.99998183  x   0.99999005  =   0.99997188
 GD1623!UTM  16      -   0.99998183  x   1.00007287  =   1.00005469
 GD1623
 GD1623|---------------------------------------------------------------------|
 GD1623| PID    Reference Object                     Distance      Geod. Az  |
 GD1623|                                                           dddmmss.s |
 GD1623| CG4442 TROY RM 3                            27.361 METERS 13642     |
 GD1623| GD1622 TROY MUNICIPAL TANK                 APPROX. 2.3 KM 1462449.5 |
 GD1623| CG4439 TROY AZ MK RESET                                   1512418.7 |
 GD1623| CG4438 TROY AZ MK                                         1555151.0 |
 GD1623| CG4440 TROY RM 1                            31.477 METERS 16543     |
 GD1623| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 8.3 KM 2595402.1 |
 GD1623| CG4441 TROY RM 2                            32.309 METERS 27502     |
 GD1623| CG4443 TROY RM 4                            26.110 METERS 29937     |
 GD1623|---------------------------------------------------------------------|
 GD1623
 GD1623                          SUPERSEDED SURVEY CONTROL
 GD1623
 GD1623  NAD 83(1995)-  36 21 27.29773(N)    089 11 00.12788(W) AD(       ) 2
 GD1623  NAD 83(1995)-  36 21 27.30009(N)    089 11 00.12786(W) AD(       ) 2
 GD1623  NAD 83(1986)-  36 21 27.30631(N)    089 11 00.12809(W) AD(       ) 2
 GD1623  NAD 27      -  36 21 27.06600(N)    089 10 59.88300(W) AD(       ) 2
 GD1623
 GD1623.Superseded values are not recommended for survey control.
 GD1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1623.See file dsdata.txt to determine how the superseded data were derived.
 GD1623
 GD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0409625824(NAD 83)
 GD1623_MARKER: DS = TRIANGULATION STATION DISK
 GD1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1623
 GD1623  HISTORY     - Date     Condition        Report By
 GD1623  HISTORY     - 1934     MONUMENTED       CGS
 GD1623  HISTORY     - 1959     GOOD             CGS
 GD1623  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GD1623
 GD1623                          STATION DESCRIPTION
 GD1623
 GD1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1623'ABOUT 7.25 MILES NORTH OF OBION, 7 MILES EAST-NORTHEAST OF HORNBEAK,
 GD1623'1-1/2 MILES NORTHWEST OF TROY, AND ON SUMMIT OF BROAD HIGHLAND.  TO
 GD1623'REACH FROM COURTHOUSE AT TROY, FOLLOW U.S. ROUTE 51 NORTHEAST ABOUT
 GD1623'0.5 MILE, FOLLOW FIRST LEFT-HAND DIRT ROAD NORTHWEST 1.8 MILES TO
 GD1623'TOP OF GRADE AND STATION AT WEST EDGE OF SMALL CLEARING, 0.4 MILE
 GD1623'NORTHWEST OF HOME OF D. Y. DUNBAR, 130 YARDS SOUTHEAST OF ROAD
 GD1623'FORKS, AND 41-1/2 FEET E OF CENTER OF ROAD.  SURFACE AND
 GD1623'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1623'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1623'DISKS IN CONCRETE.  NO. 1 IS ON WEST SIDE OF ROAD, IN
 GD1623'FENCE LINE AT EAST SIDE OF FIELD, AT BASE OF TELEPHONE POLE, AND
 GD1623'103.27 FEET FROM STATION S 14 DEG 15 MIN E.
 GD1623'NO. 2 IS ON WEST SIDE
 GD1623'OF ROAD, IN FENCE LINE AT EAST SIDE OF FIELD AT BASE OF TELEPHONE
 GD1623'POLE, AND 106.00 FEET FROM STATION N 84 DEG 58 MIN W.
 GD1623'AZIMUTH MARK IS IN YARD OF MR. DUNBARS RESIDENCE, 32 FEET WEST
 GD1623'OF HOUSE CHIMNEY, 30 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF
 GD1623'HOUSE, 20 FEET NORTH OF 20-INCH MAPLE, 5 FEET EAST OF FENCE LINE, AND
 GD1623'0.4 MILE FROM STATION S 24 DEG 08 MIN E.
 GD1623
 GD1623                          STATION RECOVERY (1959)
 GD1623
 GD1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1623'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION MARK AND THE
 GD1623'AZIMUTH MARK ARE IN GOOD CONDITION.  REFERENCE MARK 1 AND 2 SHOW
 GD1623'SIGNS OF DAMAGE, THEY WILL BE LOST IN WIDENING OF THE ROAD.  THE
 GD1623'AZIMUTH MARK COULD NOT BE SEEN FROM THE STATION, BECAUSE OF TREES
 GD1623'AND LARGE HEDGE AT MR. D. Y. DUNBARS HOME.  A NEW AZIMUTH MARK AND
 GD1623'TWO NEW REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 GD1623'
 GD1623'A NEW DESCRIPTION OF THE STATION AND A TO REACH FOLLOWS.
 GD1623'
 GD1623'THE STATION IS ABOUT 7 MILES NORTH OF OBION, 1.5 MILES NORTHWEST OF
 GD1623'TROY, ON THE NORTHEAST SIDE OF A GRAVELED ROAD, ON THE PROPERTY OF
 GD1623'MR. MITCHEL AND IS IN A GROVE OF LOCUST TREES.  IT IS 41 FEET
 GD1623'NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD, 41 FEET SOUTHWEST
 GD1623'OF AN 18 INCH OAK TREE, 18 FEET NORTHEAST OF A WIRE FENCE AND 2
 GD1623'FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2
 GD1623'INCHES AND THE DISK IS STAMPED TROY 1934.
 GD1623'
 GD1623'TO REACH THE STATION FROM THE POST OFFICE IN TROY, GO WEST ON A PAVED
 GD1623'STREET FOR 0.05 MILE TO A T-STREET.  TURN RIGHT AND GO NORTH FOR
 GD1623'0.05 MILE TO A CROSS-STREET, TURN LEFT AND GO WEST ON A PAVED ROAD
 GD1623'FOR 0.45 MILE TO THE END OF THE PAVEMENT, AT THIS POINT THE ROAD IS
 GD1623'BEARING NORTHWEST.  CONTINUE NORTHWEST ON A GRAVELED ROAD FOR
 GD1623'1.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ON THE
 GD1623'GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 GD1623'
 GD1623'REFERENCE MARK 3 IS 49 FEET SOUTH OF A 36 INCH OAK TREE, 28 FEET
 GD1623'NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD, 7 FEET NE OF THE
 GD1623'WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD1623'TROY NO 3 1934.
 GD1623'
 GD1623'REFERENCE MARK 4 IS 25 FEET NORTHEAST OF THE CENTERLINE OF THE
 GD1623'GRAVELED ROAD, 22 FEET WEST OF A 6 INCH LOCUST TREE, 11 FEET
 GD1623'SOUTHWEST OF A 10 INCH LOCUST TREE AND 6 FEET NORTHEAST OF THE WIRE
 GD1623'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED TROY
 GD1623'NO 4 1934.
 GD1623'
 GD1623'THE AZIMUTH MARK IS 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GD1623'HOUSE, 58 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 43
 GD1623'FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND 14 FEET SOUTH
 GD1623'OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE
 GD1623'DISK IS STAMPED TROY NO 2 1934.
 GD1623'
 GD1623'THE OLD AZIMUTH MARK IS 32 FEET WEST OF A HOUSE CHIMNEY, 30 FEET
 GD1623'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 20 FEET NORTH OF A 20
 GD1623'INCH MAPLE TREE AND 5 FEET EAST OF A FENCE LINE.  THE MONUMENT
 GD1623'PROJECTS 3 INCHES AND THE DISK IS STAMPED TROY 1934.
 GD1623'
 GD1623'NOTE - BOTH AZIMUTH MARKS ARE ON THE PROPERTY OF MR. DUNBAR.
 GD1623'
 GD1623'NO MEASUREMENT BETWEEN RMS, TREES AND FENCE POST ON LINE.
 GD1623'
 GD1623'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1623
 GD1623                          STATION RECOVERY (1967)
 GD1623
 GD1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1623'THE SURFACE MARK WAS FOUND LAYING ON ITS SIDE ON TOP OF THE GROUND AT
 GD1623'THE STATION SITE.  THE UNDERGROUND STATION MARK WAS RECOVERED AND
 GD1623'SHOWED NO SIGNS OF HAVING BEEN DISTURBED.  REFERENCE MARKS NO. 3
 GD1623'AND NO. 4, THE 1934 AZIMUTH MARK, AND THE NO. 2 AZIMUTH MARK 1934
 GD1623'1959 WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER,
 GD1623'REFERENCE MARK NO. 3 HAD BEEN STRUCK BY GRADING EQUIPMENT AND A
 GD1623'DISCREPANCY WAS NOTED IN BOTH THE HORIZONTAL ANGLE AND THE
 GD1623'MEASURED DISTANCE FROM THE STATION.  A CHECK MEASUREMENT WAS MADE
 GD1623'BETWEEN THE STATION AND REFERENCE MARK NO. 4 WHICH AGREED
 GD1623'WITH THE 1959 MEASUREMENT.
 GD1623'
 GD1623'A PLUMBING BENCH WAS ERECTED DIRECTLY OVER THE UNDERGROUND STATION
 GD1623'MARK TO HOLD THE POINT, AFTER WHICH, THE HOLE WAS ENLARGED TO A
 GD1623'POINT ABOUT FOUR INCHES ABOVE THE UNDERGROUND MARK TO FORM A
 GD1623'SHOULDER.  THE UNDERGROUND MARK WAS THEN COVERED WITH BOARDS AND A
 GD1623'THIN LAYER OF EARTH.  THE ORIGINAL STATION MARK WAS THEN LOWERED
 GD1623'INTO THE HOLE AND SURROUNDED BY A MASS OF NEW CONCRETE TO PREVENT
 GD1623'ANY POSSIBLE SETTLING OR MOVEMENT, AFTER THE DISK WAS CENTERED
 GD1623'DIRECTLY OVER THE UNDERGROUND MARK.  THE ORIGINAL DISK WAS ALTERED TO
 GD1623'READ TROY 1934 1967.
 GD1623'
 GD1623'THE STATION WAS THEN OCCUPIED AND THE ANGLES OF THE ORIGINAL
 GD1623'REFERENCE MARKS NO. 3 AND NO. 4 WERE OBSERVED USING THE 1959 NO. 2
 GD1623'AZIMUTH MARK FOR THE INITIAL POINTING.
 GD1623'
 GD1623'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1623'
 GD1623'THE STATION IS LOCATED IN A DENSE LOCUST THICKET ON THE PROPERTY OF
 GD1623'MR. T. O. MITCHELL ABOUT 7 MILES NORTH OF OBION AND 1.5 MILES
 GD1623'NORTHWEST OF TROY.
 GD1623'
 GD1623'TO REACH THE STATION FROM THE POST OFFICE AT THE NORTHWEST CORNER OF
 GD1623'THE CITY PARK IN TROY, GO WEST ON A PAVED STREET FOR 0.05 MILE TO A
 GD1623'PAVED T CROSS-STREET, TURN RIGHT AND GO NORTH ON THE PAVED STREET
 GD1623'FOR 0.05 MILE TO A PAVED CROSSROAD.  HERE TURN LEFT AND GO
 GD1623'NORTHWESTERLY ON A PAVED ROAD FOR 1.3 MILES TO A DRIVEWAY ON THE
 GD1623'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 GD1623'NORTHWESTERLY ON THE PAVED ROAD FOR 0.35 OF A MILE TO A DENSE
 GD1623'THICKET OF LOCUST ON THE RIGHT BETWEEN THE ROAD AND A STREAM BED,
 GD1623'AND THE STATION IN THE THICKET AS DESCRIBED.
 GD1623'
 GD1623'THE STATION IS 62 FEET NORTHEAST AND ACROSS THE ROAD FROM TELEPHONE
 GD1623'POLE NO. 26, 40 FEET SOUTHWEST OF A 24-INCH, TRIANGLE BLAZED OAK
 GD1623'TREE, 40 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 GD1623'AND 2.2 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1623'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GD1623'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED TROY 1934
 GD1623'1967.
 GD1623'
 GD1623'REFERENCE MARK NO. 3 IS 68 FEET WEST OF A 48-INCH OAK TREE, 48.5
 GD1623'FEET SOUTH OF A 36-INCH OAK TREE, 25 FEET NORTHEAST OF THE
 GD1623'APPROXIMATE CENTER OF THE PAVED ROAD, 0.7 OF A FOOT SOUTHWEST OF A
 GD1623'METAL WITNESS POST AND SIGN, AND AT THE BOTTOM OF A ROAD FILL.  IT
 GD1623'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1623'MONUMENT THAT IS ABOUT 6 INCHES BELOW THE HEEL OF THE FILL AND THE
 GD1623'DISK IS STAMPED TROY NO 3 1934.
 GD1623'
 GD1623'REFERENCE MARK NO. 4 IS 32 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GD1623'OF THE PAVED ROAD, 28.5 FEET SOUTHEAST OF A 12-INCH LOCUST TREE, 22
 GD1623'FEET WEST OF A 10-INCH LOCUST TREE, 10 FEET SOUTHWEST OF A 10-INCH
 GD1623'LOCUST TREE, AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST
 GD1623'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1623'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TROY NO
 GD1623'4 1934.
 GD1623'
 GD1623'DUE TO DENSE THICKET OF LOCUST BETWEEN THE REFERENCE MARKS, NO
 GD1623'EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GD1623'
 GD1623'THE ORIGINAL AZIMUTH MARK, NO LONGER VISIBLE, IS IN THE YARD OF
 GD1623'MR. DUNBAR, 32 FEET WEST OF A CHIMNEY, 30 FEET NORTHWEST OF THE
 GD1623'NORTHWEST CORNER OF A HOUSE AND 20 FEET NORTH OF A 24-INCH MAPLE
 GD1623'TREE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 GD1623'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GD1623'TROY 1934.
 GD1623'
 GD1623'AZIMUTH MARK NO. 2 IS IN THE FRONT YARD OF MR. DUNBAR, 83 FEET
 GD1623'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 58 FEET SOUTHWEST OF
 GD1623'THE APPROXIMATE CENTER OF THE PAVED ROAD, 43 FEET NORTHWEST OF A
 GD1623'POWERLINE TRANSFORMER POLE, AND 14 FEET SOUTH OF THE APPROXIMATE
 GD1623'CENTER OF A GRAVELED DRIVE.  NO WITNESS POST WAS SET DUE TO THE
 GD1623'MARKS LOCATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1623'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TROY NO 2
 GD1623'1934 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1622 ***********************************************************************
 GD1622  DESIGNATION -  TROY MUNICIPAL TANK
 GD1622  PID         -  GD1622
 GD1622  STATE/COUNTY-  TN/OBION
 GD1622  USGS QUAD   -  OBION (1983)
 GD1622
 GD1622                         *CURRENT SURVEY CONTROL
 GD1622  ___________________________________________________________________
 GD1622* NAD 83(1995)-  36 20 26.15521(N)    089 10 09.94807(W)     ADJUSTED  
 GD1622* NAVD 88     -                                                        
 GD1622  ___________________________________________________________________
 GD1622  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GD1622  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1622
 GD1622  HORZ ORDER  -  THIRD
 GD1622
 GD1622.The horizontal coordinates were established by classical geodetic methods
 GD1622.and adjusted by the National Geodetic Survey in April 1999..
 GD1622
 GD1622
 GD1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1622
 GD1622.The geoid height was determined by GEOID03.
 GD1622
 GD1622;                    North         East     Units Scale Factor Converg.
 GD1622;SPC TN       -   227,314.579   315,519.680   MT  0.99998739   -1 51 19.8
 GD1622;SPC TN       -   745,781.25  1,035,167.48   sFT  0.99998739   -1 51 19.8
 GD1622;UTM  16      - 4,023,911.736   305,304.678   MT  1.00006706   -1 17 09.5
 GD1622
 GD1622                          SUPERSEDED SURVEY CONTROL
 GD1622
 GD1622  NAD 83(1995)-  36 20 26.15849(N)    089 10 09.94741(W) AD(       ) 4
 GD1622  NAD 83(1995)-  36 20 26.16072(N)    089 10 09.94735(W) AD(       ) 4
 GD1622  NAD 83(1986)-  36 20 26.16720(N)    089 10 09.94740(W) AD(       ) 4
 GD1622  NAD 27      -  36 20 25.92500(N)    089 10 09.70300(W) AD(       ) 3
 GD1622
 GD1622.Superseded values are not recommended for survey control.
 GD1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1622.See file dsdata.txt to determine how the superseded data were derived.
 GD1622
 GD1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0530523912(NAD 83)
 GD1622_MARKER: 53 = ELEVATED TANK
 GD1622
 GD1622  HISTORY     - Date     Condition        Report By
 GD1622  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1622  HISTORY     - 1967     GOOD             CGS
 GD1622
 GD1622                          STATION DESCRIPTION
 GD1622
 GD1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1622'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS IN THE
 GD1622'NORTHWEST RESIDENTIAL SECTION OF TROY, ON A PROMINENT HILL.  THE
 GD1622'TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE SUPPORTING
 GD1622'STRUCTURE AND THE TANK ARE SILVER COLORED.  THE NAME TROY IS
 GD1622'PAINTED IN BLACK LETTERS ON THE EAST AND SOUTH SIDES OF THE TANK.
 GD1622'THE OVERALL HEIGHT IS 80 FEET.
 GD1622
 GD1622                          STATION RECOVERY (1967)
 GD1622
 GD1622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1622'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1622'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1622'DESCRIPTION.
 GD1622'
 GD1622'THE STATION IS LOCATED ON A RATHER PROMINENT HILL IN THE NORTHWEST
 GD1622'RESIDENTIAL SECTION OF TROY, 107 FEET NORTH OF THE APPROXIMATE
 GD1622'CENTER OF A PAVED STREET, 55 FEET SOUTH OF THE APPROXIMATE CENTER
 GD1622'OF A PAVED STREET, AND 35 FEET NORTHEAST OF A POWERLINE TRANSFORMER
 GD1622'POLE.
 GD1622'
 GD1622'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS A
 GD1622'CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF, IS PAINTED
 GD1622'SILVER WITH THE LEGEND TROY PAINTED IN BLACK ON THE SOUTH AND EAST
 GD1622'SIDES, AND HAS AN OVER-ALL HEIGHT OF 80 FEET.
 GD1622'
 GD1622'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1622'
 GD1622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT TROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1399 ***********************************************************************
 FC1399  DESIGNATION -  TRUSSELL
 FC1399  PID         -  FC1399
 FC1399  STATE/COUNTY-  TN/GRUNDY
 FC1399  USGS QUAD   -  MONTEAGLE (1982)
 FC1399
 FC1399                         *CURRENT SURVEY CONTROL
 FC1399  ___________________________________________________________________
 FC1399* NAD 83(1995)-  35 14 31.32503(N)    085 51 41.90343(W)     ADJUSTED  
 FC1399* NAVD 88     -       566.321  (meters)    1858.00   (feet)  ADJUSTED  
 FC1399  ___________________________________________________________________
 FC1399  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FC1399  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1399  DYNAMIC HT  -         565.750 (meters)    1856.13  (feet)  COMP
 FC1399  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 FC1399
 FC1399  HORZ ORDER  -  SECOND
 FC1399  VERT ORDER  -  SECOND    CLASS 0
 FC1399
 FC1399.The horizontal coordinates were established by classical geodetic methods
 FC1399.and adjusted by the National Geodetic Survey in April 1999..
 FC1399
 FC1399.The orthometric height was determined by differential leveling
 FC1399.and adjusted by the National Geodetic Survey in June 1991..
 FC1399
 FC1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1399
 FC1399.The geoid height was determined by GEOID03.
 FC1399
 FC1399.The dynamic height is computed by dividing the NAVD 88
 FC1399.geopotential number by the normal gravity value computed on the
 FC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1399.degrees latitude (g = 980.6199 gals.).
 FC1399
 FC1399.The modeled gravity was interpolated from observed gravity values.
 FC1399
 FC1399;                    North         East     Units Scale Factor Converg.
 FC1399;SPC TN       -   100,829.738   612,593.355   MT  1.00000142   +0 04 51.6
 FC1399;SPC TN       -   330,805.57  2,009,816.70   sFT  1.00000142   +0 04 51.6
 FC1399;UTM  16      - 3,900,478.086   603,572.742   MT  0.99973220   +0 39 24.9
 FC1399
 FC1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1399!SPC TN       -   0.99991563  x   1.00000142  =   0.99991705
 FC1399!UTM  16      -   0.99991563  x   0.99973220  =   0.99964785
 FC1399
 FC1399|---------------------------------------------------------------------|
 FC1399| PID    Reference Object                     Distance      Geod. Az  |
 FC1399|                                                           dddmmss.s |
 FC1399| FC1398 TRUSSELL RM 2                        23.195 METERS 05859     |
 FC1399| FC1402 TRUSSELL AZ MK                                     2994905.9 |
 FC1399| FC1400 TRUSSELL RM 1                         5.590 METERS 33122     |
 FC1399|---------------------------------------------------------------------|
 FC1399
 FC1399                          SUPERSEDED SURVEY CONTROL
 FC1399
 FC1399  NAD 83(1995)-  35 14 31.32754(N)    085 51 41.90331(W) AD(       ) 2
 FC1399  NAD 83(1995)-  35 14 31.32782(N)    085 51 41.90392(W) AD(       ) 2
 FC1399  NAD 83(1995)-  35 14 31.33172(N)    085 51 41.90069(W) AD(       ) 2
 FC1399  NAD 83(1986)-  35 14 31.33286(N)    085 51 41.89981(W) AD(       ) 2
 FC1399  NAD 27      -  35 14 31.03860(N)    085 51 41.98600(W) AD(       ) 2
 FC1399  NGVD 29 (??/??/92)  566.310  (m)         1857.97   (f) ADJ UNCH    2 0
 FC1399
 FC1399.Superseded values are not recommended for survey control.
 FC1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1399.See file dsdata.txt to determine how the superseded data were derived.
 FC1399
 FC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0357300478(NAD 83)
 FC1399_MARKER: DE = TRAVERSE STATION DISK
 FC1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1399_STAMPING: TRUSSELL 1962
 FC1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1399+STABILITY: SURFACE MOTION
 FC1399
 FC1399  HISTORY     - Date     Condition        Report By
 FC1399  HISTORY     - 1962     MONUMENTED       CGS
 FC1399  HISTORY     - 1962     GOOD             CGS
 FC1399
 FC1399                          STATION DESCRIPTION
 FC1399
 FC1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1399'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SEWANEE, ABOUT
 FC1399'1-1/2 MILES WEST OF MONTEAGLE ON A HIGH CUT BANK AND ON
 FC1399'INTERSTATE HIGHWAY 24 RIGHT-OF-WAY.
 FC1399'
 FC1399'TO REACH THE STATION FROM THE JUNCTION OF WHERE U.S. HIGHWAYS 64 AND
 FC1399'41A OVERPASSES INTERSTATE HIGHWAY 24, GO NORTHWEST ON
 FC1399'INTERSTATE HIGHWAY 24 FOR 1.0 MILE TO THE STATION ON THE LEFT, ABOUT
 FC1399'40 FEET HIGHER THAN THE HIGHWAY.
 FC1399'
 FC1399'STATION MARK IS 76 FEET SOUTHEAST OF THE CENTER LINE OF INTERSTATE
 FC1399'HIGHWAY 24, 5 FEET NORTHWEST OF THE RIGHT-OF- WAY FENCE, 20
 FC1399'FEET SOUTHEAST OF THE EDGE OF A HIGHWAY CUT, AND 2.9 FEET NORTH OF A
 FC1399'METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE DISK SET
 FC1399'IN A ROUND CONCRETE POST, FLUSH AND STAMPED TRUSSELL 1962.
 FC1399'
 FC1399'REFERENCE MARK NO. 1 IS 58 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC1399'SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24 AND 3 FEET
 FC1399'SOUTHEAST OF THE EDGE OF A HIGHWAY CUT. THE MARK IS A STANDARD DISK
 FC1399'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND
 FC1399'STAMPED TRUSSELL NO 1 1962.
 FC1399'
 FC1399'REFERENCE MARK NO. 2 IS 31 FEET SOUTHEAST OF THE EDGE OF A HIGHWAY
 FC1399'CUT AND 7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. THE MARK
 FC1399'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FC1399'FLUSH AND STAMPED TRUSSELL NO 2 1962.
 FC1399'
 FC1399'AZIMUTH MARK IS 58 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND
 FC1399'TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 4.8 FEET SOUTHEAST OF A
 FC1399'METAL WITNESS POST AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY. THE MARK
 FC1399'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1399'BEDROCK, WHICH PROJECTS 2 FEET AND STAMPED TRUSSELL 1962.
 FC1399'
 FC1399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON INTERSTATE
 FC1399'HIGHWAY 24 FOR 1.7 MILES TO THE MARK ON THE LEFT.
 FC1399'
 FC1399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FC1399
 FC1399                          STATION RECOVERY (1962)
 FC1399
 FC1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1399'1 MI NW FROM MONTEAGLE.
 FC1399'TO REACH THE STATION FROM THE JUNCTION OF WHERE U.S. HIGHWAYS
 FC1399'64 AND 41A OVERPASS INTERSTATE HIGHWAY 24, AT THE WEST EDGE
 FC1399'OF MONTEAGLE, GO NORTHWEST ON INTERSTATE HIGHWAY 24 FOR 1.0
 FC1399'MILE TO THE STATION ON THE LEFT, ABOUT THE CREST OF THE
 FC1399'MOUNTAIN, 76 FEET SOUTHEAST OF THE CENTER LINE OF INTERSTATE
 FC1399'HIGHWAY 24, 25 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 20
 FC1399'FEET SOUTHEAST OF THE EDGE OF A HIGHWAY CUT, AND 2.9 FEET
 FC1399'NORTH OF A METAL WITNESS POST.  A STANDARD TRAVERSE STATION
 FC1399'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FC1399'IS ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1402 ***********************************************************************
 FC1402  DESIGNATION -  TRUSSELL AZ MK
 FC1402  PID         -  FC1402
 FC1402  STATE/COUNTY-  TN/GRUNDY
 FC1402  USGS QUAD   -  BURROW COVE (1983)
 FC1402
 FC1402                         *CURRENT SURVEY CONTROL
 FC1402  ___________________________________________________________________
 FC1402* NAD 83(1986)-  35 15 05.     (N)    085 51 48.     (W)     SCALED    
 FC1402* NAVD 88     -       448.937  (meters)    1472.89   (feet)  ADJUSTED  
 FC1402  ___________________________________________________________________
 FC1402  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC1402  DYNAMIC HT  -         448.488 (meters)    1471.41  (feet)  COMP
 FC1402  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 FC1402
 FC1402  VERT ORDER  -  SECOND    CLASS 0
 FC1402
 FC1402.The horizontal coordinates were scaled from a topographic map and have
 FC1402.an estimated accuracy of +/- 6 seconds.
 FC1402
 FC1402.The orthometric height was determined by differential leveling
 FC1402.and adjusted by the National Geodetic Survey in June 1991..
 FC1402
 FC1402.The geoid height was determined by GEOID03.
 FC1402
 FC1402.The dynamic height is computed by dividing the NAVD 88
 FC1402.geopotential number by the normal gravity value computed on the
 FC1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1402.degrees latitude (g = 980.6199 gals.).
 FC1402
 FC1402.The modeled gravity was interpolated from observed gravity values.
 FC1402
 FC1402;                    North         East    Units  Estimated Accuracy
 FC1402;SPC TN       -   101,870.      612,440.      MT  (+/- 180 meters Scaled)
 FC1402
 FC1402                          SUPERSEDED SURVEY CONTROL
 FC1402
 FC1402  NGVD 29 (??/??/92)  448.927  (m)         1472.85   (f) ADJ UNCH    2 0
 FC1402
 FC1402.Superseded values are not recommended for survey control.
 FC1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1402.See file dsdata.txt to determine how the superseded data were derived.
 FC1402
 FC1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE034015(NAD 83)
 FC1402_MARKER: DZ = AZIMUTH MARK DISK
 FC1402_SETTING: 66 = SET IN ROCK OUTCROP
 FC1402_SP_SET: BEDROCK
 FC1402_STAMPING: TRUSSELL 1962
 FC1402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1402+STABILITY: POSITION/ELEVATION WELL
 FC1402
 FC1402  HISTORY     - Date     Condition        Report By
 FC1402  HISTORY     - 1962     MONUMENTED       CGS
 FC1402
 FC1402                          STATION DESCRIPTION
 FC1402
 FC1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1402'2.7 MI NW FROM MONTEAGLE.
 FC1402'TO REACH THE MARK FROM THE JUNCTION OF WHERE U.S. HIGHWAYS 64
 FC1402'AND 41A OVERPASSES INTERSTATE HIGHWAY 24, AT THE WEST EDGE OF
 FC1402'MONTEAGLE, GO NORTHWEST ON INTERSTATE HIGHWAY 24 FOR 2.7 MILES
 FC1402'TO THE MARK ON THE LEFT, 58 FEET WEST OF THE CENTER LINE OF THE
 FC1402'SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 4.8 FEET
 FC1402'SOUTHEAST OF A METAL WITNESS POST AND ABOUT 6 FEET HIGHER THAN THE
 FC1402'HIGHWAY.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF AN
 FC1402'OUTCROP OF BEDROCK AND SET HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1400 ***********************************************************************
 FC1400  DESIGNATION -  TRUSSELL RM 1
 FC1400  PID         -  FC1400
 FC1400  STATE/COUNTY-  TN/GRUNDY
 FC1400  USGS QUAD   -  MONTEAGLE (1982)
 FC1400
 FC1400                         *CURRENT SURVEY CONTROL
 FC1400  ___________________________________________________________________
 FC1400* NAD 83(1986)-  35 14 31.     (N)    085 51 41.     (W)     SCALED    
 FC1400* NAVD 88     -       566.142  (meters)    1857.42   (feet)  ADJUSTED  
 FC1400  ___________________________________________________________________
 FC1400  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1400  DYNAMIC HT  -         565.571 (meters)    1855.54  (feet)  COMP
 FC1400  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 FC1400
 FC1400  VERT ORDER  -  SECOND    CLASS 0
 FC1400
 FC1400.The horizontal coordinates were scaled from a topographic map and have
 FC1400.an estimated accuracy of +/- 6 seconds.
 FC1400
 FC1400.The orthometric height was determined by differential leveling
 FC1400.and adjusted by the National Geodetic Survey in June 1991..
 FC1400
 FC1400.The geoid height was determined by GEOID03.
 FC1400
 FC1400.The dynamic height is computed by dividing the NAVD 88
 FC1400.geopotential number by the normal gravity value computed on the
 FC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1400.degrees latitude (g = 980.6199 gals.).
 FC1400
 FC1400.The modeled gravity was interpolated from observed gravity values.
 FC1400
 FC1400;                    North         East    Units  Estimated Accuracy
 FC1400;SPC TN       -   100,820.      612,620.      MT  (+/- 180 meters Scaled)
 FC1400
 FC1400                          SUPERSEDED SURVEY CONTROL
 FC1400
 FC1400  NGVD 29 (??/??/92)  566.131  (m)         1857.38   (f) ADJ UNCH    2 0
 FC1400
 FC1400.Superseded values are not recommended for survey control.
 FC1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1400.See file dsdata.txt to determine how the superseded data were derived.
 FC1400
 FC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE035004(NAD 83)
 FC1400_MARKER: DR = REFERENCE MARK DISK
 FC1400_SETTING: 66 = SET IN ROCK OUTCROP
 FC1400_SP_SET: BEDROCK
 FC1400_STAMPING: TRUSSELL NO 1 1962
 FC1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1400+STABILITY: POSITION/ELEVATION WELL
 FC1400
 FC1400  HISTORY     - Date     Condition        Report By
 FC1400  HISTORY     - 1962     MONUMENTED       CGS
 FC1400
 FC1400                          STATION DESCRIPTION
 FC1400
 FC1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1400'1.0 MI NW FROM MONTEAGLE.
 FC1400'AT THE TRUSSELL STATION SITE, 58 FEET SOUTHEAST OF THE CENTER
 FC1400'LINE OF THE SOUTH BOUND TRAFFIC LANE, 18.34 FEET NORTH OF THE
 FC1400'STATION, AND 3 FEET SOUTHEAST OF THE EDGE OF A HIGHWAY CUT.
 FC1400'A STANDARD REFERENCE MARK DISK DRILLED IN AN OUTCROP OF
 FC1400'BEDROCK FLUSH WITH THE GROUND AND IS ABOUT 40 FEET ABOVE THE
 FC1400'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1398 ***********************************************************************
 FC1398  DESIGNATION -  TRUSSELL RM 2
 FC1398  PID         -  FC1398
 FC1398  STATE/COUNTY-  TN/GRUNDY
 FC1398  USGS QUAD   -  MONTEAGLE (1982)
 FC1398
 FC1398                         *CURRENT SURVEY CONTROL
 FC1398  ___________________________________________________________________
 FC1398* NAD 83(1986)-  35 14 31.     (N)    085 51 41.     (W)     SCALED    
 FC1398* NAVD 88     -       565.192  (meters)    1854.30   (feet)  ADJUSTED  
 FC1398  ___________________________________________________________________
 FC1398  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1398  DYNAMIC HT  -         564.622 (meters)    1852.43  (feet)  COMP
 FC1398  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 FC1398
 FC1398  VERT ORDER  -  SECOND    CLASS 0
 FC1398
 FC1398.The horizontal coordinates were scaled from a topographic map and have
 FC1398.an estimated accuracy of +/- 6 seconds.
 FC1398
 FC1398.The orthometric height was determined by differential leveling
 FC1398.and adjusted by the National Geodetic Survey in June 1991..
 FC1398
 FC1398.The geoid height was determined by GEOID03.
 FC1398
 FC1398.The dynamic height is computed by dividing the NAVD 88
 FC1398.geopotential number by the normal gravity value computed on the
 FC1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1398.degrees latitude (g = 980.6199 gals.).
 FC1398
 FC1398.The modeled gravity was interpolated from observed gravity values.
 FC1398
 FC1398;                    North         East    Units  Estimated Accuracy
 FC1398;SPC TN       -   100,820.      612,620.      MT  (+/- 180 meters Scaled)
 FC1398
 FC1398                          SUPERSEDED SURVEY CONTROL
 FC1398
 FC1398  NGVD 29 (??/??/92)  565.181  (m)         1854.26   (f) ADJ UNCH    2 0
 FC1398
 FC1398.Superseded values are not recommended for survey control.
 FC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1398.See file dsdata.txt to determine how the superseded data were derived.
 FC1398
 FC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE035004(NAD 83)
 FC1398_MARKER: DR = REFERENCE MARK DISK
 FC1398_SETTING: 66 = SET IN ROCK OUTCROP
 FC1398_SP_SET: BEDROCK
 FC1398_STAMPING: TRUSSELL NO 2 1962
 FC1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1398+STABILITY: POSITION/ELEVATION WELL
 FC1398
 FC1398  HISTORY     - Date     Condition        Report By
 FC1398  HISTORY     - 1962     MONUMENTED       CGS
 FC1398
 FC1398                          STATION DESCRIPTION
 FC1398
 FC1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1398'1 MI NW FROM MONTEAGLE.
 FC1398'AT THE TRUSSELL STATION SITE, 76.10 FEET NORTHEAST OF THE
 FC1398'STATION, 31 FEET SOUTHEAST OF THE EDGE OF A HIGHWAY CUT, AND
 FC1398'7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE
 FC1398'MARK DISK SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK FLUSH
 FC1398'WITH THE GROUND AND IS ABOUT 30 FEET ABOVE THE LEVEL OF THE
 FC1398'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0729 ***********************************************************************
 GA0729  DESIGNATION -  TS
 GA0729  PID         -  GA0729
 GA0729  STATE/COUNTY-  TN/HAWKINS
 GA0729  USGS QUAD   -  MC CLOUD (1961)
 GA0729
 GA0729                         *CURRENT SURVEY CONTROL
 GA0729  ___________________________________________________________________
 GA0729* NAD 83(1986)-  36 22 09.     (N)    082 59 00.     (W)     SCALED    
 GA0729* NAVD 88     -       334.539  (meters)    1097.57   (feet)  ADJUSTED  
 GA0729  ___________________________________________________________________
 GA0729  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0729  DYNAMIC HT  -         334.233 (meters)    1096.56  (feet)  COMP
 GA0729  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA0729
 GA0729  VERT ORDER  -  FIRST     CLASS I
 GA0729
 GA0729.The horizontal coordinates were scaled from a topographic map and have
 GA0729.an estimated accuracy of +/- 6 seconds.
 GA0729
 GA0729.The orthometric height was determined by differential leveling
 GA0729.and adjusted by the National Geodetic Survey in June 1991..
 GA0729
 GA0729.The geoid height was determined by GEOID03.
 GA0729
 GA0729.The dynamic height is computed by dividing the NAVD 88
 GA0729.geopotential number by the normal gravity value computed on the
 GA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0729.degrees latitude (g = 980.6199 gals.).
 GA0729
 GA0729.The modeled gravity was interpolated from observed gravity values.
 GA0729
 GA0729;                    North         East    Units  Estimated Accuracy
 GA0729;SPC TN       -   230,050.      870,680.      MT  (+/- 180 meters Scaled)
 GA0729
 GA0729                          SUPERSEDED SURVEY CONTROL
 GA0729
 GA0729  NGVD 29 (??/??/92)  334.698  (m)         1098.09   (f) ADJ UNCH    1 1
 GA0729
 GA0729.Superseded values are not recommended for survey control.
 GA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0729.See file dsdata.txt to determine how the superseded data were derived.
 GA0729
 GA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA220267(NAD 83)
 GA0729_MARKER: DD = SURVEY DISK
 GA0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0729_STAMPING: T S 71+84.97-50 L
 GA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0729+STABILITY: SURFACE MOTION
 GA0729
 GA0729  HISTORY     - Date     Condition        Report By
 GA0729  HISTORY     - UNK      MONUMENTED       TVA
 GA0729  HISTORY     - 1967     GOOD             NGS
 GA0729
 GA0729                          STATION DESCRIPTION
 GA0729
 GA0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0729'4.9 MI SW FROM BUREM.
 GA0729'ABOUT 4.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0729'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0729'ROAD AT BUREM, 0.3 MILE EAST OF THE CROSSING OF THE RAILROAD
 GA0729'AND THE MAIN ROAD WHICH LEADS TO THE JOHN SEVIER STEAM PLANT
 GA0729'AT MC CLOUD, 0.2 MILE WEST OF MILEPOST 75, 48 FEET NORTH OF THE
 GA0729'NORTH RAIL OF THE MAIN TRACK, 51 FEET SOUTH OF THE CENTERLINE
 GA0729'OF STEAM PLANT ROAD, 117 FEET NORTHEAST OF A SWITCH STAND WHICH IS
 GA0729'AT THE WEST END OF A SIDETRACK, 19 1/2 FEET NORTH OF A POLE WHICH
 GA0729'BEARS A TELEPHONE, 0.4 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 GA0729'2 FEET BELOW THE LEVEL OF THE TRACK, A US-TVA PROPERTY MARKER
 GA0729'SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST WHICH PROJECTS
 GA0729'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2096 ***********************************************************************
 GC2096  DESIGNATION -  TS 1A
 GC2096  PID         -  GC2096
 GC2096  STATE/COUNTY-  TN/SUMNER
 GC2096  USGS QUAD   -  TURNERS STATION (1979)
 GC2096
 GC2096                         *CURRENT SURVEY CONTROL
 GC2096  ___________________________________________________________________
 GC2096* NAD 83(1995)-  36 32 56.58271(N)    086 15 46.07704(W)     ADJUSTED  
 GC2096* NAVD 88     -       294.5    (meters)     966.     (feet)  VERTCON   
 GC2096  ___________________________________________________________________
 GC2096  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GC2096  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC2096
 GC2096  HORZ ORDER  -  SECOND
 GC2096
 GC2096.The horizontal coordinates were established by classical geodetic methods
 GC2096.and adjusted by the National Geodetic Survey in April 1999..
 GC2096
 GC2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2096
 GC2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2096
 GC2096.The geoid height was determined by GEOID03.
 GC2096
 GC2096;                    North         East     Units Scale Factor Converg.
 GC2096;SPC TN       -   245,870.844   576,469.804   MT  1.00002616   -0 09 13.9
 GC2096;SPC TN       -   806,661.26  1,891,301.35   sFT  1.00002616   -0 09 13.9
 GC2096;UTM  16      - 4,045,101.786   565,979.083   MT  0.99965363   +0 26 20.5
 GC2096
 GC2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2096!SPC TN       -   0.99995841  x   1.00002616  =   0.99998457
 GC2096!UTM  16      -   0.99995841  x   0.99965363  =   0.99961206
 GC2096
 GC2096:                Primary Azimuth Mark                     Grid Az
 GC2096:SPC TN       -  JENKINS                                  036 30 20.5
 GC2096:UTM  16      -  JENKINS                                  035 54 46.1
 GC2096
 GC2096|---------------------------------------------------------------------|
 GC2096| PID    Reference Object                     Distance      Geod. Az  |
 GC2096|                                                           dddmmss.s |
 GC2096| GC0104 JENKINS                             APPROX. 0.9 KM 0362106.6 |
 GC2096|---------------------------------------------------------------------|
 GC2096
 GC2096                          SUPERSEDED SURVEY CONTROL
 GC2096
 GC2096  NAD 83(1995)-  36 32 56.58312(N)    086 15 46.07760(W) AD(       ) 2
 GC2096  NAD 83(1995)-  36 32 56.59135(N)    086 15 46.08037(W) AD(       ) 2
 GC2096  NAD 83(1986)-  36 32 56.59254(N)    086 15 46.08064(W) AD(       ) 2
 GC2096  NAD 27      -  36 32 56.43430(N)    086 15 46.12180(W) AD(       ) 2
 GC2096  NGVD 29 (07/19/86)  294.6    (m)          967.     (f) VERT ANG       
 GC2096
 GC2096.Superseded values are not recommended for survey control.
 GC2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2096.See file dsdata.txt to determine how the superseded data were derived.
 GC2096
 GC2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6597945102(NAD 83)
 GC2096_MARKER: Z = SEE DESCRIPTION
 GC2096_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2096_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2096_STAMPING: TS-1A 1961
 GC2096_MARK LOGO: TNHD  
 GC2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2096
 GC2096  HISTORY     - Date     Condition        Report By
 GC2096  HISTORY     - 1961     MONUMENTED       TNHD
 GC2096
 GC2096                          STATION DESCRIPTION
 GC2096
 GC2096'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2096'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF WESTMORELAND.
 GC2096'
 GC2096'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2096'ROUTE 52 AT WESTMORELAND, GO SOUTH ON STATE ROUTE 6 FOR 0.8 MILE
 GC2096'TO A GRAVELED ROAD RIGHT, TURN RIGHT, SOUTHWEST, AND GO 0.3 MILE TO
 GC2096'THE STATION ON THE LEFT AS DESCRIBED.
 GC2096'
 GC2096'THE STATION IS 15 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GC2096'GRAVELED ROAD, 7 FEET NORTHWEST OF A FENCE CORNER POST AND 1 FOOT
 GC2096'NORTHWEST OF A FENCE. THE STATION IS MARKED BY A METAL T-STAKE DRIVEN
 GC2096'IN THE GROUND AND HAS A 1 1/2-INCH METAL CAP SECURED TO THE TOP
 GC2096'WHICH IS STAMPED TS-1A 1961.
 GC2096'
 GC2096'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED FOR THIS TEMPORARY
 GC2096'POINT.
 GC2096'
 GC2096'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2178 ***********************************************************************
 GC2178  DESIGNATION -  TS 1B
 GC2178  PID         -  GC2178
 GC2178  STATE/COUNTY-  TN/TROUSDALE
 GC2178  USGS QUAD   -  BETHPAGE (1994)
 GC2178
 GC2178                         *CURRENT SURVEY CONTROL
 GC2178  ___________________________________________________________________
 GC2178* NAD 83(1995)-  36 25 33.96658(N)    086 16 10.43757(W)     ADJUSTED  
 GC2178* NAVD 88     -       265.0    (meters)     869.     (feet)  VERTCON   
 GC2178  ___________________________________________________________________
 GC2178  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GC2178  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2178
 GC2178  HORZ ORDER  -  SECOND
 GC2178
 GC2178.The horizontal coordinates were established by classical geodetic methods
 GC2178.and adjusted by the National Geodetic Survey in April 1999..
 GC2178
 GC2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2178
 GC2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2178
 GC2178.The geoid height was determined by GEOID03.
 GC2178
 GC2178;                    North         East     Units Scale Factor Converg.
 GC2178;SPC TN       -   232,228.955   575,826.347   MT  1.00000169   -0 09 28.1
 GC2178;SPC TN       -   761,904.50  1,889,190.27   sFT  1.00000169   -0 09 28.1
 GC2178;UTM  16      - 4,031,458.892   565,476.843   MT  0.99965282   +0 26 01.5
 GC2178
 GC2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2178!SPC TN       -   0.99996302  x   1.00000169  =   0.99996471
 GC2178!UTM  16      -   0.99996302  x   0.99965282  =   0.99961585
 GC2178
 GC2178:                Primary Azimuth Mark                     Grid Az
 GC2178:SPC TN       -  RAIL                                     005 02 06.0
 GC2178:UTM  16      -  RAIL                                     004 26 36.4
 GC2178
 GC2178|---------------------------------------------------------------------|
 GC2178| PID    Reference Object                     Distance      Geod. Az  |
 GC2178|                                                           dddmmss.s |
 GC2178| GC0308 RAIL                                APPROX. 2.8 KM 0045237.9 |
 GC2178|---------------------------------------------------------------------|
 GC2178
 GC2178                          SUPERSEDED SURVEY CONTROL
 GC2178
 GC2178  NAD 83(1995)-  36 25 33.96736(N)    086 16 10.43875(W) AD(       ) 2
 GC2178  NAD 83(1995)-  36 25 33.97441(N)    086 16 10.44088(W) AD(       ) 2
 GC2178  NAD 83(1986)-  36 25 33.97635(N)    086 16 10.44083(W) AD(       ) 2
 GC2178  NAD 27      -  36 25 33.81650(N)    086 16 10.48020(W) AD(       ) 2
 GC2178  NGVD 29 (07/19/86)  265.1    (m)          870.     (f) VERT ANG       
 GC2178
 GC2178.Superseded values are not recommended for survey control.
 GC2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2178.See file dsdata.txt to determine how the superseded data were derived.
 GC2178
 GC2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6547731459(NAD 83)
 GC2178_MARKER: Z = SEE DESCRIPTION
 GC2178_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2178_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2178_STAMPING: TS-1B 1961
 GC2178_MARK LOGO: TNHD  
 GC2178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2178
 GC2178  HISTORY     - Date     Condition        Report By
 GC2178  HISTORY     - 1961     MONUMENTED       TNHD
 GC2178
 GC2178                          STATION DESCRIPTION
 GC2178
 GC2178'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2178'THE STATION IS LOCATED ABOUT 2.8 MILES NORTHWEST OF THE JUNCTION OF
 GC2178'STATE ROUTE 10-A AND STATE ROUTE 25 ABOUT 5-1/2 MILES WEST OF
 GC2178'HARTSVILLE.
 GC2178'
 GC2178'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE
 GC2178'ROUTE 25, GO NORTHWEST ON STATE ROUTE 10-A FOR 2.8 MILES TO THE
 GC2178'STATION ON THE LEFT AS DESCRIBED.
 GC2178'
 GC2178'THE STATION IS 25 FEET SOUTHEAST OF A 6-INCH LOCUST TREE, 12 FEET
 GC2178'EAST OF A 10-INCH HACKBERRY TREE AND 3 FEET EAST OF A FENCE.  THE
 GC2178'STATION IS MARKED BY A METAL T-STAKE DRIVEN IN THE GROUND AND HAS A 1
 GC2178'1/2 INCH METAL CAP SECURED TO THE TOP WHICH IS STAMPED TS-1B 1961.
 GC2178'
 GC2178'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED FOR THIS TEMPORARY
 GC2178'POINT.
 GC2178'
 GC2178'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2615 ***********************************************************************
 GC2615  DESIGNATION -  TS 1C
 GC2615  PID         -  GC2615
 GC2615  STATE/COUNTY-  TN/HUMPHREYS
 GC2615  USGS QUAD   -  WAVERLY (1987)
 GC2615
 GC2615                         *CURRENT SURVEY CONTROL
 GC2615  ___________________________________________________________________
 GC2615* NAD 83(1995)-  36 05 03.69787(N)    087 51 24.32460(W)     ADJUSTED  
 GC2615* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 GC2615  ___________________________________________________________________
 GC2615  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GC2615  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC2615
 GC2615  HORZ ORDER  -  SECOND
 GC2615
 GC2615.The horizontal coordinates were established by classical geodetic methods
 GC2615.and adjusted by the National Geodetic Survey in April 1999..
 GC2615
 GC2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2615
 GC2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2615
 GC2615.The geoid height was determined by GEOID03.
 GC2615
 GC2615;                    North         East     Units Scale Factor Converg.
 GC2615;SPC TN       -   195,861.916   432,783.509   MT  0.99995791   -1 05 13.3
 GC2615;SPC TN       -   642,590.30  1,419,890.56   sFT  0.99995791   -1 05 13.3
 GC2615;UTM  16      - 3,993,645.021   422,863.979   MT  0.99967331   -0 30 16.7
 GC2615
 GC2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2615!SPC TN       -   0.99997842  x   0.99995791  =   0.99993633
 GC2615!UTM  16      -   0.99997842  x   0.99967331  =   0.99965174
 GC2615
 GC2615:                Primary Azimuth Mark                     Grid Az
 GC2615:SPC TN       -  KING                                     114 45 55.7
 GC2615:UTM  16      -  KING                                     114 10 59.1
 GC2615
 GC2615|---------------------------------------------------------------------|
 GC2615| PID    Reference Object                     Distance      Geod. Az  |
 GC2615|                                                           dddmmss.s |
 GC2615| GC2616 KING                                APPROX. 1.5 KM 1134042.4 |
 GC2615|---------------------------------------------------------------------|
 GC2615
 GC2615                          SUPERSEDED SURVEY CONTROL
 GC2615
 GC2615  NAD 83(1995)-  36 05 03.69986(N)    087 51 24.32841(W) AD(       ) 2
 GC2615  NAD 83(1995)-  36 05 03.70011(N)    087 51 24.33056(W) AD(       ) 2
 GC2615  NAD 83(1986)-  36 05 03.70746(N)    087 51 24.32737(W) AD(       ) 2
 GC2615  NAD 27      -  36 05 03.49025(N)    087 51 24.23352(W) AD(       ) 2
 GC2615  NGVD 29 (07/19/86)  166.2    (m)          545.     (f) VERT ANG       
 GC2615
 GC2615.Superseded values are not recommended for survey control.
 GC2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2615.See file dsdata.txt to determine how the superseded data were derived.
 GC2615
 GC2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2286493645(NAD 83)
 GC2615_MARKER: Z = SEE DESCRIPTION
 GC2615_SETTING: 0 = UNSPECIFIED SETTING
 GC2615_STAMPING: TS-1C 1961
 GC2615_MARK LOGO: TNHD  
 GC2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2615
 GC2615  HISTORY     - Date     Condition        Report By
 GC2615  HISTORY     - 1961     MONUMENTED       TNDT
 GC2615
 GC2615                          STATION DESCRIPTION
 GC2615
 GC2615'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2615'THE STATION IS LOCATED 3.8 MILES WEST OF WAVERLY.
 GC2615'
 GC2615'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2615'COUNTY COURTHOUSE IN WAVERLY, GO 0.3 MILE WEST ON U. S. HIGHWAY
 GC2615'70 TO CLYDETON ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.3
 GC2615'MILE TO A PAVED ROAD LEFT, TURN LEFT, WEST, AND GO 2.4 MILES
 GC2615'TO A CURVE RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD, CONTINUE
 GC2615'ON THE GRAVELED ROAD FOR 0.6 MILE TO THE HUMPHREYS COUNTY
 GC2615'REST HOME.  FROM THIS POINT GO NORTHEASTERLY CROSSING RAILROAD
 GC2615'TRACKS, UP A HILL FOR ABOUT 0.1 MILE TO THE STATION AS
 GC2615'DESCRIBED.
 GC2615'
 GC2615'THE STATION IS 28 FEET NORTH OF AN 8-INCH BLAZED OAK TREE AND
 GC2615'9 FEET EAST OF A 10-INCH BLAZED OAK TREE.  THE STATION IS MARKED
 GC2615'BY A METAL T-STAKE DRIVEN INTO THE GROUND AND HAS A 1-1/2 INCH
 GC2615'METAL CAP SECURED TO THE TOP WHICH IS STAMPED TS-1C 1961.
 GC2615'
 GC2615'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED FOR THE TEMPORARY
 GC2615'POINT.
 GC2615'
 GC2615'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2597 ***********************************************************************
 GC2597  DESIGNATION -  TS 1D
 GC2597  PID         -  GC2597
 GC2597  STATE/COUNTY-  TN/HUMPHREYS
 GC2597  USGS QUAD   -  MC EWEN (1982)
 GC2597
 GC2597                         *CURRENT SURVEY CONTROL
 GC2597  ___________________________________________________________________
 GC2597* NAD 83(1995)-  36 05 54.51500(N)    087 43 50.09495(W)     ADJUSTED  
 GC2597* NAVD 88     -       220.2    (meters)     722.     (feet)  VERTCON   
 GC2597  ___________________________________________________________________
 GC2597  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GC2597  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2597
 GC2597  HORZ ORDER  -  SECOND
 GC2597
 GC2597.The horizontal coordinates were established by classical geodetic methods
 GC2597.and adjusted by the National Geodetic Survey in April 1999..
 GC2597
 GC2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2597
 GC2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2597
 GC2597.The geoid height was determined by GEOID03.
 GC2597
 GC2597;                    North         East     Units Scale Factor Converg.
 GC2597;SPC TN       -   197,219.656   444,173.082   MT  0.99995901   -1 00 47.3
 GC2597;SPC TN       -   647,044.82  1,457,257.85   sFT  0.99995901   -1 00 47.3
 GC2597;UTM  16      - 3,995,118.052   434,235.798   MT  0.99965329   -0 25 49.6
 GC2597
 GC2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2597!SPC TN       -   0.99996996  x   0.99995901  =   0.99992897
 GC2597!UTM  16      -   0.99996996  x   0.99965329  =   0.99962326
 GC2597
 GC2597:                Primary Azimuth Mark                     Grid Az
 GC2597:SPC TN       -  ROCK                                     070 45 07.2
 GC2597:UTM  16      -  ROCK                                     070 10 09.5
 GC2597
 GC2597|---------------------------------------------------------------------|
 GC2597| PID    Reference Object                     Distance      Geod. Az  |
 GC2597|                                                           dddmmss.s |
 GC2597| GC1677 ROCK                                APPROX. 2.8 KM 0694419.9 |
 GC2597|---------------------------------------------------------------------|
 GC2597
 GC2597                          SUPERSEDED SURVEY CONTROL
 GC2597
 GC2597  NAD 83(1995)-  36 05 54.51668(N)    087 43 50.09845(W) AD(       ) 2
 GC2597  NAD 83(1995)-  36 05 54.51755(N)    087 43 50.09995(W) AD(       ) 2
 GC2597  NAD 83(1986)-  36 05 54.52489(N)    087 43 50.09721(W) AD(       ) 2
 GC2597  NAD 27      -  36 05 54.30853(N)    087 43 50.02007(W) AD(       ) 2
 GC2597  NGVD 29 (07/19/86)  220.2    (m)          722.     (f) VERT ANG       
 GC2597
 GC2597.Superseded values are not recommended for survey control.
 GC2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2597.See file dsdata.txt to determine how the superseded data were derived.
 GC2597
 GC2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3423695118(NAD 83)
 GC2597_MARKER: Z = SEE DESCRIPTION
 GC2597_SETTING: 0 = UNSPECIFIED SETTING
 GC2597_STAMPING: TS-1D 1961
 GC2597_MARK LOGO: TNHD  
 GC2597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2597
 GC2597  HISTORY     - Date     Condition        Report By
 GC2597  HISTORY     - 1961     MONUMENTED       TNDT
 GC2597  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 GC2597
 GC2597                          STATION DESCRIPTION
 GC2597
 GC2597'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2597'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF WAVERLY.
 GC2597'
 GC2597'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC2597'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO 4.1 MILES NORTHEAST
 GC2597'ON U.S. HIGHWAY 70 TO A ROAD LEFT ENTERING LAMBERT BROTHERS
 GC2597'QUARRY, TURN LEFT, NORTHWEST, ON QUARRY ROAD, CROSSING TRACE
 GC2597'CREEK, FOR 0.3 MILE TO A TRACK ROAD LEFT, TURN LEFT, WEST, AND GO
 GC2597'UP THE STEEP, GRADED ROAD FOR 0.1 MILE TO THE TOP OF A HILL,
 GC2597'TURN RIGHT, NORTHEAST, AND FOLLOW THE TRACK ROAD FOR 0.1 MILE TO
 GC2597'THE STATION ON THE LEFT AS DESCRIBED.
 GC2597'
 GC2597'THE STATION IS 12 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC2597'A TRACK ROAD.  THE STATION IS MARKED BY A METAL T-STAKE DRIVEN
 GC2597'INTO THE GROUND AND HAS A 1-1/2 INCH METAL CAP SECURED TO THE
 GC2597'TOP WHICH IS STAMPED TS-1D 1961.
 GC2597'
 GC2597'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED FOR THE
 GC2597'TEMPORARY POINT.
 GC2597'
 GC2597'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2597
 GC2597                          STATION RECOVERY (1972)
 GC2597
 GC2597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2597'POINT LOCATED NEAR QUARRY AREA DISTURBED MAKING IT VERY
 GC2597'HARD TO LOCATE METAL STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2262 ***********************************************************************
 FE2262  DESIGNATION -  TS 1E
 FE2262  PID         -  FE2262
 FE2262  STATE/COUNTY-  TN/MCNAIRY
 FE2262  USGS QUAD   -  STANTONVILLE (1992)
 FE2262
 FE2262                         *CURRENT SURVEY CONTROL
 FE2262  ___________________________________________________________________
 FE2262* NAD 83(1995)-  35 14 08.15720(N)    088 23 09.16323(W)     ADJUSTED  
 FE2262* NAVD 88     -       153.0    (meters)     502.     (feet)  VERTCON   
 FE2262  ___________________________________________________________________
 FE2262  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FE2262  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2262
 FE2262  HORZ ORDER  -  SECOND
 FE2262
 FE2262.The horizontal coordinates were established by classical geodetic methods
 FE2262.and adjusted by the National Geodetic Survey in April 1999..
 FE2262
 FE2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2262
 FE2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2262
 FE2262.The geoid height was determined by GEOID03.
 FE2262
 FE2262;                    North         East     Units Scale Factor Converg.
 FE2262;SPC TN       -   102,753.946   382,844.581   MT  1.00000257   -1 23 48.4
 FE2262;SPC TN       -   337,118.57  1,256,049.26   sFT  1.00000257   -1 23 48.4
 FE2262;UTM  16      - 3,900,050.632   373,895.682   MT  0.99979598   -0 47 58.8
 FE2262
 FE2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2262!SPC TN       -   0.99998032  x   1.00000257  =   0.99998289
 FE2262!UTM  16      -   0.99998032  x   0.99979598  =   0.99977630
 FE2262
 FE2262:                Primary Azimuth Mark                     Grid Az
 FE2262:SPC TN       -  LINE                                     104 34 03.7
 FE2262:UTM  16      -  LINE                                     103 58 14.1
 FE2262
 FE2262|---------------------------------------------------------------------|
 FE2262| PID    Reference Object                     Distance      Geod. Az  |
 FE2262|                                                           dddmmss.s |
 FE2262| FE0419 LINE                                APPROX. 1.5 KM 1031015.3 |
 FE2262| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 0.6 KM 1332623.0 |
 FE2262|---------------------------------------------------------------------|
 FE2262
 FE2262                          SUPERSEDED SURVEY CONTROL
 FE2262
 FE2262  NAD 83(1995)-  35 14 08.15974(N)    088 23 09.16450(W) AD(       ) 2
 FE2262  NAD 83(1995)-  35 14 08.16039(N)    088 23 09.16386(W) AD(       ) 2
 FE2262  NAD 83(1995)-  35 14 08.16529(N)    088 23 09.16403(W) AD(       ) 2
 FE2262  NAD 83(1986)-  35 14 08.16631(N)    088 23 09.16385(W) AD(       ) 2
 FE2262  NAD 27      -  35 14 07.87330(N)    088 23 09.01800(W) AD(       ) 2
 FE2262  NGVD 29 (07/19/86)  153.0    (m)          502.     (f) VERT ANG       
 FE2262
 FE2262.Superseded values are not recommended for survey control.
 FE2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2262.See file dsdata.txt to determine how the superseded data were derived.
 FE2262
 FE2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7389600051(NAD 83)
 FE2262_MARKER: Z = SEE DESCRIPTION
 FE2262_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2262_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2262_MARK LOGO: CGS   
 FE2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2262
 FE2262  HISTORY     - Date     Condition        Report By
 FE2262  HISTORY     - 1962     MONUMENTED       TNHD
 FE2262
 FE2262                          STATION DESCRIPTION
 FE2262
 FE2262'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2262'THE STATION IS LOCATED IN ADAMSVILLE.
 FE2262'
 FE2262'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO IN AN
 FE2262'EASTERLY DIRECTION ALONG STATE ROUTE NO. 15 FOR 0.3 MILE TO
 FE2262'THE INTERSECTION OF NORTH ELM STREET AND THE STATION ON THE LEFT AS
 FE2262'DESCRIBED.
 FE2262'
 FE2262'THE STATION IS A METAL T-STAKE, WITHOUT A CAP, DRIVEN FLUSH WITH THE
 FE2262'GROUND. IT IS 27 FEET EAST OF THE APPROXIMATE CENTER OF NORTH
 FE2262'ELM STREET, 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FE2262'NO. 15, AND 4 FEET SOUTHEAST OF A FIRE HYDRANT.
 FE2262'
 FE2262'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1566 ***********************************************************************
 FD1566  DESIGNATION -  TS 1F
 FD1566  PID         -  FD1566
 FD1566  STATE/COUNTY-  TN/MAURY
 FD1566  USGS QUAD   -  SUMMERTOWN (1976)
 FD1566
 FD1566                         *CURRENT SURVEY CONTROL
 FD1566  ___________________________________________________________________
 FD1566* NAD 83(1995)-  35 28 21.39049(N)    087 15 31.64587(W)     ADJUSTED  
 FD1566* NAVD 88     -       262.3    (meters)     861.     (feet)  VERTCON   
 FD1566  ___________________________________________________________________
 FD1566  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FD1566  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1566
 FD1566  HORZ ORDER  -  SECOND
 FD1566
 FD1566.The horizontal coordinates were established by classical geodetic methods
 FD1566.and adjusted by the National Geodetic Survey in April 1999..
 FD1566
 FD1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1566
 FD1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1566
 FD1566.The geoid height was determined by GEOID03.
 FD1566
 FD1566;                    North         East     Units Scale Factor Converg.
 FD1566;SPC TN       -   127,136.612   485,758.728   MT  0.99996818   -0 44 13.0
 FD1566;SPC TN       -   417,114.03  1,593,693.43   sFT  0.99996818   -0 44 13.0
 FD1566;UTM  16      - 3,925,486.366   476,521.494   MT  0.99960679   -0 09 00.6
 FD1566
 FD1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1566!SPC TN       -   0.99996320  x   0.99996818  =   0.99993138
 FD1566!UTM  16      -   0.99996320  x   0.99960679  =   0.99957001
 FD1566
 FD1566:                Primary Azimuth Mark                     Grid Az
 FD1566:SPC TN       -  TS 1K                                    095 02 46.8
 FD1566:UTM  16      -  TS 1K                                    094 27 34.4
 FD1566
 FD1566|---------------------------------------------------------------------|
 FD1566| PID    Reference Object                     Distance      Geod. Az  |
 FD1566|                                                           dddmmss.s |
 FD1566| FD1567 TS 1K                               APPROX. 0.8 KM 0941833.8 |
 FD1566|---------------------------------------------------------------------|
 FD1566
 FD1566                          SUPERSEDED SURVEY CONTROL
 FD1566
 FD1566  NAD 83(1995)-  35 28 21.39376(N)    087 15 31.64792(W) AD(       ) 2
 FD1566  NAD 83(1995)-  35 28 21.39399(N)    087 15 31.64819(W) AD(       ) 2
 FD1566  NAD 83(1986)-  35 28 21.40128(N)    087 15 31.64707(W) AD(       ) 2
 FD1566  NAD 27      -  35 28 21.12380(N)    087 15 31.60410(W) AD(       ) 2
 FD1566  NGVD 29 (07/19/86)  262.3    (m)          861.     (f) VERT ANG       
 FD1566
 FD1566.Superseded values are not recommended for survey control.
 FD1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1566.See file dsdata.txt to determine how the superseded data were derived.
 FD1566
 FD1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7652125486(NAD 83)
 FD1566_MARKER: P = PIPE CAP
 FD1566_SETTING: 0 = UNSPECIFIED SETTING
 FD1566_STAMPING: TS-1F 1962
 FD1566_MARK LOGO: TNHD  
 FD1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1566
 FD1566  HISTORY     - Date     Condition        Report By
 FD1566  HISTORY     - 1962     MONUMENTED       TNHD
 FD1566
 FD1566                          STATION DESCRIPTION
 FD1566
 FD1566'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD1566'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MT PLEASANT ON
 FD1566'PROPERTY OF MRS ANNIE WORKMAN.
 FD1566'
 FD1566'TO REACH THE STATION FROM POST OFFICE IN MT PLEASANT, GO SOUTHWEST ON
 FD1566'U S HIGHWAY 43 FOR 6.4
 FD1566'MILES TO A SIDE ROAD RIGHT AT A CONCRETE BRIDGE,
 FD1566'TURN RIGHT ON A GRAVELED ROAD AND GO
 FD1566'0.25 MILE TO A T ROAD JUST AFTER
 FD1566'CROSSING RAILROAD TRACKS, TURN RIGHT AND GO 0.3 MILE TO
 FD1566'THE END OF THE
 FD1566'ROAD, HERE PACK NORTHWEST UP RIDGE TO THE STATION, 200 YARDS OR
 FD1566'15 MINUTES.
 FD1566'
 FD1566'THE STATION IS 29 FEET NORTH OF THE SOUTH EDGE OF A ROCK BLUFF, 23
 FD1566'FEET EAST OF A TRIANGLE
 FD1566'BLAZED 8-INCH CEDAR TREE AND 18 FEET SOUTHWEST OF A
 FD1566'TRIANGLE BLAZED 4-INCH ELM
 FD1566'TREE.  IT IS A T-STAKE SET IN A CONCRETE
 FD1566'MONUMENT WITH A CAP ATTACHED TO THE TOP,
 FD1566'PROJECTING 4 INCHES, AND THE
 FD1566'CAP IS STAMPED TS-1F 1962.
 FD1566'
 FD1566'OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1603 ***********************************************************************
 FD1603  DESIGNATION -  TS 1F
 FD1603  PID         -  FD1603
 FD1603  STATE/COUNTY-  TN/WAYNE
 FD1603  USGS QUAD   -  WAYNESBORO (1968)
 FD1603
 FD1603                         *CURRENT SURVEY CONTROL
 FD1603  ___________________________________________________________________
 FD1603* NAD 83(1995)-  35 18 03.94361(N)    087 47 52.21429(W)     ADJUSTED  
 FD1603* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 FD1603  ___________________________________________________________________
 FD1603  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FD1603  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1603
 FD1603  HORZ ORDER  -  SECOND
 FD1603
 FD1603.The horizontal coordinates were established by classical geodetic methods
 FD1603.and adjusted by the National Geodetic Survey in April 1999..
 FD1603
 FD1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1603
 FD1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1603
 FD1603.The geoid height was determined by GEOID03.
 FD1603
 FD1603;                    North         East     Units Scale Factor Converg.
 FD1603;SPC TN       -   108,875.195   436,492.791   MT  0.99999138   -1 03 09.1
 FD1603;SPC TN       -   357,201.37  1,432,060.10   sFT  0.99999138   -1 03 09.1
 FD1603;UTM  16      - 3,906,726.093   427,462.935   MT  0.99966484   -0 27 39.8
 FD1603
 FD1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1603!SPC TN       -   0.99997168  x   0.99999138  =   0.99996306
 FD1603!UTM  16      -   0.99997168  x   0.99966484  =   0.99963653
 FD1603
 FD1603:                Primary Azimuth Mark                     Grid Az
 FD1603:SPC TN       -  HEAD                                     242 23 16.4
 FD1603:UTM  16      -  HEAD                                     241 47 47.1
 FD1603
 FD1603|---------------------------------------------------------------------|
 FD1603| PID    Reference Object                     Distance      Geod. Az  |
 FD1603|                                                           dddmmss.s |
 FD1603| FD0979 HEAD                                APPROX. 0.7 KM 2412007.3 |
 FD1603|---------------------------------------------------------------------|
 FD1603
 FD1603                          SUPERSEDED SURVEY CONTROL
 FD1603
 FD1603  NAD 83(1995)-  35 18 03.94781(N)    087 47 52.21514(W) AD(       ) 2
 FD1603  NAD 83(1995)-  35 18 03.94784(N)    087 47 52.21521(W) AD(       ) 2
 FD1603  NAD 83(1995)-  35 18 03.94904(N)    087 47 52.21434(W) AD(       ) 2
 FD1603  NAD 83(1986)-  35 18 03.95318(N)    087 47 52.21339(W) AD(       ) 2
 FD1603  NAD 27      -  35 18 03.67180(N)    087 47 52.11880(W) AD(       ) 2
 FD1603  NGVD 29 (07/19/86)  208.3    (m)          683.     (f) VERT ANG       
 FD1603
 FD1603.Superseded values are not recommended for survey control.
 FD1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1603.See file dsdata.txt to determine how the superseded data were derived.
 FD1603
 FD1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2746306726(NAD 83)
 FD1603_MARKER: Z = SEE DESCRIPTION
 FD1603_SETTING: 0 = UNSPECIFIED SETTING
 FD1603_MARK LOGO: TNHD  
 FD1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1603
 FD1603  HISTORY     - Date     Condition        Report By
 FD1603  HISTORY     - 1962     MONUMENTED       TNHD
 FD1603
 FD1603                          STATION DESCRIPTION
 FD1603
 FD1603'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1603'THE STATION IS LOCATED ABOUT 3 MILES WEST OF WAYNESBORO.
 FD1603'
 FD1603'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1603'GO 2.8 MILES WEST ON
 FD1603'STATE ROUTE 15 TO THE STATION ON THE LEFT.
 FD1603'
 FD1603'THE STATION IS 49 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 FD1603'ROUTE 15, 26 FEET
 FD1603'SOUTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 15
 FD1603'FEET NORTH- WEST OF A 28-INCH
 FD1603'ELM TREE.  IT IS A METAL T-STAKE
 FD1603'WITHOUT A CAP DRIVEN FLUSH WITH THE GROUND, THE
 FD1603'HOLE IN THE TOP WAS USED AS THE POINT.
 FD1603'
 FD1603'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2241 ***********************************************************************
 FE2241  DESIGNATION -  TS 1G
 FE2241  PID         -  FE2241
 FE2241  STATE/COUNTY-  TN/HARDIN
 FE2241  USGS QUAD   -  OLIVEHILL (1972)
 FE2241
 FE2241                         *CURRENT SURVEY CONTROL
 FE2241  ___________________________________________________________________
 FE2241* NAD 83(1995)-  35 16 37.51711(N)    088 01 03.19495(W)     ADJUSTED  
 FE2241* NAVD 88     -       167.7    (meters)     550.     (feet)  VERTCON   
 FE2241  ___________________________________________________________________
 FE2241  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2241  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2241
 FE2241  HORZ ORDER  -  SECOND
 FE2241
 FE2241.The horizontal coordinates were established by classical geodetic methods
 FE2241.and adjusted by the National Geodetic Survey in April 1999..
 FE2241
 FE2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2241
 FE2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2241
 FE2241.The geoid height was determined by GEOID03.
 FE2241
 FE2241;                    North         East     Units Scale Factor Converg.
 FE2241;SPC TN       -   106,601.768   416,458.060   MT  0.99999533   -1 10 52.2
 FE2241;SPC TN       -   349,742.63  1,366,329.49   sFT  0.99999533   -1 10 52.2
 FE2241;UTM  16      - 3,904,246.398   407,458.965   MT  0.99970554   -0 35 15.8
 FE2241
 FE2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2241!SPC TN       -   0.99997804  x   0.99999533  =   0.99997337
 FE2241!UTM  16      -   0.99997804  x   0.99970554  =   0.99968359
 FE2241
 FE2241:                Primary Azimuth Mark                     Grid Az
 FE2241:SPC TN       -  OLIVE                                    258 01 42.7
 FE2241:UTM  16      -  OLIVE                                    257 26 06.3
 FE2241
 FE2241|---------------------------------------------------------------------|
 FE2241| PID    Reference Object                     Distance      Geod. Az  |
 FE2241|                                                           dddmmss.s |
 FE2241| FE0346 OLIVE                               APPROX. 1.4 KM 2565050.5 |
 FE2241|---------------------------------------------------------------------|
 FE2241
 FE2241                          SUPERSEDED SURVEY CONTROL
 FE2241
 FE2241  NAD 83(1995)-  35 16 37.52106(N)    088 01 03.19549(W) AD(       ) 2
 FE2241  NAD 83(1995)-  35 16 37.52120(N)    088 01 03.19556(W) AD(       ) 2
 FE2241  NAD 83(1995)-  35 16 37.52326(N)    088 01 03.19505(W) AD(       ) 2
 FE2241  NAD 83(1986)-  35 16 37.52632(N)    088 01 03.19445(W) AD(       ) 2
 FE2241  NAD 27      -  35 16 37.24560(N)    088 01 03.09170(W) AD(       ) 2
 FE2241  NGVD 29 (07/19/86)  167.7    (m)          550.     (f) VERT ANG       
 FE2241
 FE2241.Superseded values are not recommended for survey control.
 FE2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2241.See file dsdata.txt to determine how the superseded data were derived.
 FE2241
 FE2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0745904246(NAD 83)
 FE2241_MARKER: Z = SEE DESCRIPTION
 FE2241_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2241_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2241_MARK LOGO: TNHD  
 FE2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2241
 FE2241  HISTORY     - Date     Condition        Report By
 FE2241  HISTORY     - 1962     MONUMENTED       TNHD
 FE2241
 FE2241                          STATION DESCRIPTION
 FE2241
 FE2241'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2241'THE STATION IS LOCATED ABOUT 1 MILE EAST OF OLIVE HILL.
 FE2241'
 FE2241'TO REACH THE STATION FROM THE POST OFFICE IN OLIVE HILL, GO 1 MILE
 FE2241'EAST ON STATE ROUTE 15 TO THE CREST OF A SMALL HILL AND THE STATION
 FE2241'ON THE RIGHT AS DESCRIBED.
 FE2241'
 FE2241'THE STATION IS ABOUT 450 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FE2241'STATE ROUTE 15 IN THE MIDDLE OF A FIELD.  IT IS A METAL T-STAKE
 FE2241'WITHOUT A CAP DRIVEN FLUSH WITH THE GROUND, THE HOLE IN THE TOP WAS
 FE2241'USED AS THE POINT.
 FE2241'
 FE2241'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1604 ***********************************************************************
 FD1604  DESIGNATION -  TS 1H
 FD1604  PID         -  FD1604
 FD1604  STATE/COUNTY-  TN/WAYNE
 FD1604  USGS QUAD   -  WAYNESBORO (1968)
 FD1604
 FD1604                         *CURRENT SURVEY CONTROL
 FD1604  ___________________________________________________________________
 FD1604* NAD 83(1995)-  35 19 21.13779(N)    087 45 23.31911(W)     ADJUSTED  
 FD1604* NAVD 88     -       254.7    (meters)     836.     (feet)  VERTCON   
 FD1604  ___________________________________________________________________
 FD1604  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1604  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1604
 FD1604  HORZ ORDER  -  SECOND
 FD1604
 FD1604.The horizontal coordinates were established by classical geodetic methods
 FD1604.and adjusted by the National Geodetic Survey in April 1999..
 FD1604
 FD1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1604
 FD1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1604
 FD1604.The geoid height was determined by GEOID03.
 FD1604
 FD1604;                    North         East     Units Scale Factor Converg.
 FD1604;SPC TN       -   111,185.484   440,296.608   MT  0.99998799   -1 01 41.9
 FD1604;SPC TN       -   364,781.04  1,444,539.79   sFT  0.99998799   -1 01 41.9
 FD1604;UTM  16      - 3,909,074.737   431,241.472   MT  0.99965826   -0 26 14.6
 FD1604
 FD1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1604!SPC TN       -   0.99996440  x   0.99998799  =   0.99995239
 FD1604!UTM  16      -   0.99996440  x   0.99965826  =   0.99962267
 FD1604
 FD1604:                Primary Azimuth Mark                     Grid Az
 FD1604:SPC TN       -  LIBERTY                                  072 01 02.8
 FD1604:UTM  16      -  LIBERTY                                  071 25 35.5
 FD1604
 FD1604|---------------------------------------------------------------------|
 FD1604| PID    Reference Object                     Distance      Geod. Az  |
 FD1604|                                                           dddmmss.s |
 FD1604| FD1578 LIBERTY                             APPROX. 4.8 KM 0705920.9 |
 FD1604|---------------------------------------------------------------------|
 FD1604
 FD1604                          SUPERSEDED SURVEY CONTROL
 FD1604
 FD1604  NAD 83(1995)-  35 19 21.14197(N)    087 45 23.32071(W) AD(       ) 2
 FD1604  NAD 83(1995)-  35 19 21.14198(N)    087 45 23.32070(W) AD(       ) 2
 FD1604  NAD 83(1995)-  35 19 21.14306(N)    087 45 23.32008(W) AD(       ) 2
 FD1604  NAD 83(1986)-  35 19 21.14748(N)    087 45 23.31907(W) AD(       ) 2
 FD1604  NAD 27      -  35 19 20.86700(N)    087 45 23.23040(W) AD(       ) 2
 FD1604  NGVD 29 (07/19/86)  254.7    (m)          836.     (f) VERT ANG       
 FD1604
 FD1604.Superseded values are not recommended for survey control.
 FD1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1604.See file dsdata.txt to determine how the superseded data were derived.
 FD1604
 FD1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3124109075(NAD 83)
 FD1604_MARKER: Z = SEE DESCRIPTION
 FD1604_SETTING: 0 = UNSPECIFIED SETTING
 FD1604_MARK LOGO: TNHD  
 FD1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1604
 FD1604  HISTORY     - Date     Condition        Report By
 FD1604  HISTORY     - 1962     MONUMENTED       TNHD
 FD1604
 FD1604                          STATION DESCRIPTION
 FD1604
 FD1604'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1604'THE STATION IS LOCATED IN WAYNESBORO.
 FD1604'
 FD1604'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1604'GO 0.7 MILE EAST
 FD1604'ON U S HIGHWAY 64 TO A GRADED DIRT ROAD AND THE
 FD1604'ENTRANCE TO A SUBDIVISION ON THE
 FD1604'RIGHT, TURN RIGHT AND GO 0.1 MILE
 FD1604'SOUTH ON DIRT ROAD TO THE INTERSECTION OF ANOTHER
 FD1604'GRADED DIRT ROAD
 FD1604'RIGHT, TURN RIGHT AND GO 0.1 MILE EAST TO THE INTERSECTION OF
 FD1604'ANOTHER DIRT ROAD
 FD1604'ON THE LEFT, TURN LEFT AND GO 0.1 MILE SOUTH TO THE END OF
 FD1604'THE GRADED ROAD AND THE MARK.
 FD1604'
 FD1604'THE MARK IS A METAL T-STAKE WITHOUT A CAP, DRIVEN IN THE GROUND WITH
 FD1604'THE TOP OF THE
 FD1604'T-STAKE PROJECTING 2 INCHES ABOVE THE SURFACE.  THE
 FD1604'HOLE IN THE TOP WAS USED AS THE
 FD1604'POINT OF INTERSECTION.  IT IS AT THE
 FD1604'SOUTH END OF A DIRT ROAD IN A GRADED SUBDIVISION,
 FD1604'17 FEET NORTHWEST
 FD1604'OF A TRIPLE-TRUNKED CEDAR TREE AND 14 FEET NORTH OF A WIRE FENCE.
 FD1604'
 FD1604'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1567 ***********************************************************************
 FD1567  DESIGNATION -  TS 1K
 FD1567  PID         -  FD1567
 FD1567  STATE/COUNTY-  TN/MAURY
 FD1567  USGS QUAD   -  SUMMERTOWN (1976)
 FD1567
 FD1567                         *CURRENT SURVEY CONTROL
 FD1567  ___________________________________________________________________
 FD1567* NAD 83(1995)-  35 28 19.47782(N)    087 15 00.63589(W)     ADJUSTED  
 FD1567* NAVD 88     -       264.9    (meters)     869.     (feet)  VERTCON   
 FD1567  ___________________________________________________________________
 FD1567  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FD1567  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1567
 FD1567  HORZ ORDER  -  SECOND
 FD1567
 FD1567.The horizontal coordinates were established by classical geodetic methods
 FD1567.and adjusted by the National Geodetic Survey in April 1999..
 FD1567
 FD1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1567
 FD1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1567
 FD1567.The geoid height was determined by GEOID03.
 FD1567
 FD1567;                    North         East     Units Scale Factor Converg.
 FD1567;SPC TN       -   127,067.651   486,539.683   MT  0.99996824   -0 43 54.9
 FD1567;SPC TN       -   416,887.78  1,596,255.61   sFT  0.99996824   -0 43 54.9
 FD1567;UTM  16      - 3,925,425.428   477,302.832   MT  0.99960635   -0 08 42.6
 FD1567
 FD1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1567!SPC TN       -   0.99996279  x   0.99996824  =   0.99993104
 FD1567!UTM  16      -   0.99996279  x   0.99960635  =   0.99956916
 FD1567
 FD1567:                Primary Azimuth Mark                     Grid Az
 FD1567:SPC TN       -  TS 1F                                    275 02 46.7
 FD1567:UTM  16      -  TS 1F                                    274 27 34.4
 FD1567
 FD1567|---------------------------------------------------------------------|
 FD1567| PID    Reference Object                     Distance      Geod. Az  |
 FD1567|                                                           dddmmss.s |
 FD1567| FD1566 TS 1F                               APPROX. 0.8 KM 2741851.8 |
 FD1567|---------------------------------------------------------------------|
 FD1567
 FD1567                          SUPERSEDED SURVEY CONTROL
 FD1567
 FD1567  NAD 83(1995)-  35 28 19.48115(N)    087 15 00.63821(W) AD(       ) 2
 FD1567  NAD 83(1995)-  35 28 19.48131(N)    087 15 00.63839(W) AD(       ) 2
 FD1567  NAD 83(1986)-  35 28 19.48868(N)    087 15 00.63729(W) AD(       ) 2
 FD1567  NAD 27      -  35 28 19.21170(N)    087 15 00.59640(W) AD(       ) 2
 FD1567  NGVD 29 (07/19/86)  264.9    (m)          869.     (f) VERT ANG       
 FD1567
 FD1567.Superseded values are not recommended for survey control.
 FD1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1567.See file dsdata.txt to determine how the superseded data were derived.
 FD1567
 FD1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7730325425(NAD 83)
 FD1567_MARKER: P = PIPE CAP
 FD1567_SETTING: 0 = UNSPECIFIED SETTING
 FD1567_MARK LOGO: TNHD  
 FD1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1567
 FD1567  HISTORY     - Date     Condition        Report By
 FD1567  HISTORY     - 1962     MONUMENTED       TNHD
 FD1567
 FD1567                          STATION DESCRIPTION
 FD1567
 FD1567'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD1567'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MT PLEASANT.
 FD1567'
 FD1567'TO REACH THE STATION FROM THE POST OFFICE IN MT PLEASANT, GO
 FD1567'SOUTHWEST ON U S HIGHWAY
 FD1567'43 FOR 5.35 MILES, HERE PACK SOUTH UP THROUGH AN OPEN PASTURE
 FD1567'TO A GATE IN THE FENCE.
 FD1567'IT IS ABOUT 300 YARDS OR 10 MINUTE PACK.
 FD1567'
 FD1567'THE STATION IS 4 FEET NORTHWEST OF THE EAST GATE POST, 4 FEET
 FD1567'NORTHEAST OF THE WEST GATE
 FD1567'POST AND 3 FEET NORTH OF THE CENTER OF A GATE.  IT IS A
 FD1567'T-STAKE SET IN A CONCRETE
 FD1567'MONUMENT WITH A CAP ATTACHED TO THE TOP,
 FD1567'OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0628 ***********************************************************************
 FD0628  DESIGNATION -  TS 1L
 FD0628  PID         -  FD0628
 FD0628  STATE/COUNTY-  TN/MAURY
 FD0628  USGS QUAD   -  CARTERS CREEK (1982)
 FD0628
 FD0628                         *CURRENT SURVEY CONTROL
 FD0628  ___________________________________________________________________
 FD0628* NAD 83(1995)-  35 42 17.74392(N)    086 58 37.99465(W)     ADJUSTED  
 FD0628* NAVD 88     -       217.781  (meters)     714.50   (feet)  ADJUSTED  
 FD0628  ___________________________________________________________________
 FD0628  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FD0628  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FD0628  DYNAMIC HT  -         217.589 (meters)     713.87  (feet)  COMP
 FD0628  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FD0628
 FD0628  HORZ ORDER  -  SECOND
 FD0628  VERT ORDER  -  FIRST     CLASS II
 FD0628
 FD0628.The horizontal coordinates were established by classical geodetic methods
 FD0628.and adjusted by the National Geodetic Survey in April 1999..
 FD0628
 FD0628.The orthometric height was determined by differential leveling
 FD0628.and adjusted by the National Geodetic Survey in June 1991..
 FD0628
 FD0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0628
 FD0628.The geoid height was determined by GEOID03.
 FD0628
 FD0628.The dynamic height is computed by dividing the NAVD 88
 FD0628.geopotential number by the normal gravity value computed on the
 FD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0628.degrees latitude (g = 980.6199 gals.).
 FD0628
 FD0628.The modeled gravity was interpolated from observed gravity values.
 FD0628
 FD0628;                    North         East     Units Scale Factor Converg.
 FD0628;SPC TN       -   152,618.603   511,568.927   MT  0.99995093   -0 34 19.6
 FD0628;SPC TN       -   500,716.20  1,678,372.39   sFT  0.99995093   -0 34 19.6
 FD0628;UTM  16      - 3,951,221.796   502,060.662   MT  0.99960005   +0 00 47.9
 FD0628
 FD0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0628!SPC TN       -   0.99997023  x   0.99995093  =   0.99992116
 FD0628!UTM  16      -   0.99997023  x   0.99960005  =   0.99957030
 FD0628
 FD0628:                Primary Azimuth Mark                     Grid Az
 FD0628:SPC TN       -  PARK                                     019 21 09.9
 FD0628:UTM  16      -  PARK                                     018 46 02.4
 FD0628
 FD0628|---------------------------------------------------------------------|
 FD0628| PID    Reference Object                     Distance      Geod. Az  |
 FD0628|                                                           dddmmss.s |
 FD0628| FD0630 PARK                                APPROX. 1.0 KM 0184650.3 |
 FD0628|---------------------------------------------------------------------|
 FD0628
 FD0628                          SUPERSEDED SURVEY CONTROL
 FD0628
 FD0628  NAD 83(1995)-  35 42 17.74638(N)    086 58 37.99641(W) AD(       ) 2
 FD0628  NAD 83(1986)-  35 42 17.75498(N)    086 58 37.99663(W) AD(       ) 2
 FD0628  NAD 27      -  35 42 17.50500(N)    086 58 37.98420(W) AD(       ) 2
 FD0628  NGVD 29 (07/19/86)  217.76   (m)          714.4    (f) LEVELING    3  
 FD0628
 FD0628.Superseded values are not recommended for survey control.
 FD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0628.See file dsdata.txt to determine how the superseded data were derived.
 FD0628
 FD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0206151222(NAD 83)
 FD0628_MARKER: DD = SURVEY DISK
 FD0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0628_STAMPING: TS-1L 1962
 FD0628_MARK LOGO: TNHD  
 FD0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0628+STABILITY: SURFACE MOTION
 FD0628
 FD0628  HISTORY     - Date     Condition        Report By
 FD0628  HISTORY     - 1962     MONUMENTED       TNHD
 FD0628  HISTORY     - 1963     GOOD             TNHD
 FD0628  HISTORY     - 1984     GOOD             NGS
 FD0628
 FD0628                          STATION DESCRIPTION
 FD0628
 FD0628'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0628'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF COLUMBIA AND
 FD0628'ABOUT 4.5 MILES
 FD0628'SOUTHWEST OF SPRING HILL.
 FD0628'
 FD0628'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON
 FD0628'U S HIGHWAY 31 FOR
 FD0628'4.45 MILES TO THE STATION ON THE LEFT.
 FD0628'
 FD0628'THE STATION IS 61 FEET NORTH OF TELEPHONE POLE NO 535, 60 FEET SOUTH
 FD0628'OF TELEPHONE POLE NO
 FD0628'534, 51 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD0628'NORTH BOUND LANE OF U S HIGHWAY 31
 FD0628'AND 9.1 FEET WEST OF THE WITNESS
 FD0628'POST SET IN A FENCE LINE.  IT IS A STANDARD TENNESSEE
 FD0628'HIGHWAY
 FD0628'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0628'THE DISK IS
 FD0628'STAMPED TS-1L 1962.
 FD0628'
 FD0628'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0628
 FD0628                          STATION RECOVERY (1963)
 FD0628
 FD0628'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0628'4.5 MI SW FROM SPRING HILL.
 FD0628'FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON U.S. HIGHWAY
 FD0628'31 FOR 4.45 MILES TO THE STATION ON THE LEFT.  THE MARK IS 61
 FD0628'FEET NORTH OF TELEPHONE POLE NO. 535, 60 FEET SOUTH OF TELEPHONE
 FD0628'POLE NO. 534, 51 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE
 FD0628'OF U.S. HIGHWAY 31 AND 9.1 FEET WEST OF THE WITNESS POST SET IN
 FD0628'A FENCE LINE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0628'MONUMENT.
 FD0628
 FD0628                          STATION RECOVERY (1984)
 FD0628
 FD0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0628'RECOVERED IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW,
 FD0628'3.20 METERS (10.5 FT) WEST OF A FENCE LINE.
 FD0628'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1493 ***********************************************************************
 FD1493  DESIGNATION -  TS 1M
 FD1493  PID         -  FD1493
 FD1493  STATE/COUNTY-  TN/WILLIAMSON
 FD1493  USGS QUAD   -  FRANKLIN (1981)
 FD1493
 FD1493                         *CURRENT SURVEY CONTROL
 FD1493  ___________________________________________________________________
 FD1493* NAD 83(1995)-  35 58 30.14227(N)    086 49 58.29781(W)     ADJUSTED  
 FD1493* NAVD 88     -       257.0    (meters)     843.     (feet)  VERTCON   
 FD1493  ___________________________________________________________________
 FD1493  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD1493  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD1493
 FD1493  HORZ ORDER  -  SECOND
 FD1493
 FD1493.The horizontal coordinates were established by classical geodetic methods
 FD1493.and adjusted by the National Geodetic Survey in April 1999..
 FD1493
 FD1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1493
 FD1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1493
 FD1493.The geoid height was determined by GEOID03.
 FD1493
 FD1493;                    North         East     Units Scale Factor Converg.
 FD1493;SPC TN       -   182,465.601   524,887.125   MT  0.99995142   -0 29 15.3
 FD1493;SPC TN       -   598,639.23  1,722,067.18   sFT  0.99995142   -0 29 15.3
 FD1493;UTM  16      - 3,981,192.888   515,068.638   MT  0.99960280   +0 05 53.5
 FD1493
 FD1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1493!SPC TN       -   0.99996419  x   0.99995142  =   0.99991561
 FD1493!UTM  16      -   0.99996419  x   0.99960280  =   0.99956700
 FD1493
 FD1493:                Primary Azimuth Mark                     Grid Az
 FD1493:SPC TN       -  HOLLY                                    069 27 48.0
 FD1493:UTM  16      -  HOLLY                                    068 52 39.2
 FD1493
 FD1493|---------------------------------------------------------------------|
 FD1493| PID    Reference Object                     Distance      Geod. Az  |
 FD1493|                                                           dddmmss.s |
 FD1493| FD0676 HOLLY                               APPROX. 0.8 KM 0685832.7 |
 FD1493|---------------------------------------------------------------------|
 FD1493
 FD1493                          SUPERSEDED SURVEY CONTROL
 FD1493
 FD1493  NAD 83(1995)-  35 58 30.14517(N)    086 49 58.29922(W) AD(       ) 2
 FD1493  NAD 83(1986)-  35 58 30.15299(N)    086 49 58.30065(W) AD(       ) 2
 FD1493  NAD 27      -  35 58 29.92580(N)    086 49 58.29050(W) AD(       ) 2
 FD1493  NGVD 29 (07/19/86)  257.0    (m)          843.     (f) VERT ANG       
 FD1493
 FD1493.Superseded values are not recommended for survey control.
 FD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1493.See file dsdata.txt to determine how the superseded data were derived.
 FD1493
 FD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1506981193(NAD 83)
 FD1493_MARKER: P = PIPE CAP
 FD1493_SETTING: 0 = UNSPECIFIED SETTING
 FD1493_STAMPING: TS-1M
 FD1493_MARK LOGO: TNHD  
 FD1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1493
 FD1493  HISTORY     - Date     Condition        Report By
 FD1493  HISTORY     - 1963     MONUMENTED       TNHD
 FD1493
 FD1493                          STATION DESCRIPTION
 FD1493
 FD1493'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD1493'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF FRANKLIN.
 FD1493'
 FD1493'TO REACH THE STATION FROM HARPETH RIVER BRIDGE IN THE NORTHEAST
 FD1493'SECTION OF FRANKLIN, GO
 FD1493'NORTHEAST ON U S HIGHWAY 31 FOR 3.9 MILES TO A SIDE ROAD
 FD1493'ON THE LEFT, TURN LEFT UP THE
 FD1493'HILL FOR 0.05 MILE TO A DRIVEWAY ON THE
 FD1493'RIGHT, HERE PACK NORTH ACROSS BACK YARD TO EDGE
 FD1493'OF TIMBER AND THE
 FD1493'STATION, 100 YARD PACK.
 FD1493'
 FD1493'THE STATION IS 129 FEET NORTH OF THE NORTHWEST CORNER OF A WHITE
 FD1493'FRAME HOUSE AND 10 FEET
 FD1493'EAST OF AN 8 INCH TWIN-TRUNKED LOCUST TREE.  IT IS A
 FD1493'METAL T-STAKE DRIVEN IN THE
 FD1493'GROUND, PROJECTING 1 INCH, WITH A CAP
 FD1493'ATTACHED TO THE TOP AND THE CAP IS STAMPED
 FD1493'TS-1M.
 FD1493'
 FD1493'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1499 ***********************************************************************
 FD1499  DESIGNATION -  TS 1N
 FD1499  PID         -  FD1499
 FD1499  STATE/COUNTY-  TN/WILLIAMSON
 FD1499  USGS QUAD   -  LEIPERS FORK (1981)
 FD1499
 FD1499                         *CURRENT SURVEY CONTROL
 FD1499  ___________________________________________________________________
 FD1499* NAD 83(1995)-  35 59 25.16976(N)    086 52 31.36690(W)     ADJUSTED  
 FD1499* NAVD 88     -       269.0    (meters)     883.     (feet)  VERTCON   
 FD1499  ___________________________________________________________________
 FD1499  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FD1499  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD1499
 FD1499  HORZ ORDER  -  SECOND
 FD1499
 FD1499.The horizontal coordinates were established by classical geodetic methods
 FD1499.and adjusted by the National Geodetic Survey in April 1999..
 FD1499
 FD1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1499
 FD1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1499
 FD1499.The geoid height was determined by GEOID03.
 FD1499
 FD1499;                    North         East     Units Scale Factor Converg.
 FD1499;SPC TN       -   184,194.967   521,067.732   MT  0.99995211   -0 30 44.9
 FD1499;SPC TN       -   604,312.99  1,709,536.38   sFT  0.99995211   -0 30 44.9
 FD1499;UTM  16      - 3,982,882.527   511,233.106   MT  0.99960155   +0 04 23.6
 FD1499
 FD1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1499!SPC TN       -   0.99996231  x   0.99995211  =   0.99991443
 FD1499!UTM  16      -   0.99996231  x   0.99960155  =   0.99956388
 FD1499
 FD1499:                Primary Azimuth Mark                     Grid Az
 FD1499:SPC TN       -  SIMS                                     200 47 47.7
 FD1499:UTM  16      -  SIMS                                     200 12 39.2
 FD1499
 FD1499|---------------------------------------------------------------------|
 FD1499| PID    Reference Object                     Distance      Geod. Az  |
 FD1499|                                                           dddmmss.s |
 FD1499| FD0683 SIMS                                APPROX. 2.3 KM 2001702.8 |
 FD1499|---------------------------------------------------------------------|
 FD1499
 FD1499                          SUPERSEDED SURVEY CONTROL
 FD1499
 FD1499  NAD 83(1995)-  35 59 25.17263(N)    086 52 31.36882(W) AD(       ) 2
 FD1499  NAD 83(1986)-  35 59 25.18046(N)    086 52 31.37013(W) AD(       ) 2
 FD1499  NAD 27      -  35 59 24.95470(N)    086 52 31.36160(W) AD(       ) 2
 FD1499  NGVD 29 (07/19/86)  269.0    (m)          883.     (f) VERT ANG       
 FD1499
 FD1499.Superseded values are not recommended for survey control.
 FD1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1499.See file dsdata.txt to determine how the superseded data were derived.
 FD1499
 FD1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1123382883(NAD 83)
 FD1499_MARKER: P = PIPE CAP
 FD1499_SETTING: 0 = UNSPECIFIED SETTING
 FD1499_MARK LOGO: TNHD  
 FD1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1499
 FD1499  HISTORY     - Date     Condition        Report By
 FD1499  HISTORY     - 1963     MONUMENTED       TNHD
 FD1499
 FD1499                          STATION DESCRIPTION
 FD1499
 FD1499'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD1499'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF FRANKLIN AND 1 MILE
 FD1499'EAST OF U S HIGHWAY 431.
 FD1499'
 FD1499'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND JUNCTION OF
 FD1499'U S HIGHWAY 31 AND
 FD1499'431, GO NORTH ON U S HIGHWAY 431 FOR 4.1 MILES TO
 FD1499'BERRYS CHAPEL ROAD, TURN RIGHT
 FD1499'AND GO 0.8 MILE TO A T ROAD, TURN LEFT
 FD1499'AND GO 0.1 MILE TO WHERE ROAD TURNS RIGHT AND A
 FD1499'DRIVEWAY STRAIGHT
 FD1499'AHEAD, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A T ROAD, TURN
 FD1499'RIGHT AND GO 0.2
 FD1499'MILES PASSING SOUTH OF A HOUSE, GO NORTH 0.2 MILE UP A
 FD1499'LANE TO A SECOND HOUSE AND A
 FD1499'BARN, HERE PACK NORTH THROUGH OPEN
 FD1499'PASTURE TO A WOODEN GATE AND WOODS AT EAST SIDE
 FD1499'OF PASTURE, PACK EAST
 FD1499'UP FENCE FOR 100 FEET TO STATION.  5 MINUTE PACK.
 FD1499'
 FD1499'THE STATION IS 100 FEET EAST OF A WOODEN GATE, 3 FEET SOUTH OF A WIRE
 FD1499'FENCE AND UNDER A SMALL
 FD1499'CAIRN.  IT IS A T-STAKE DRIVEN IN THE GROUND WITHOUT A
 FD1499'CAP ON TOP AND NO STAMPING.
 FD1499'
 FD1499'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2322 ***********************************************************************
 GC2322  DESIGNATION -  TS 1O
 GC2322  PID         -  GC2322
 GC2322  STATE/COUNTY-  TN/WILLIAMSON
 GC2322  USGS QUAD   -  BELLEVUE (1983)
 GC2322
 GC2322                         *CURRENT SURVEY CONTROL
 GC2322  ___________________________________________________________________
 GC2322* NAD 83(1995)-  36 01 00.48518(N)    086 53 48.62169(W)     ADJUSTED  
 GC2322* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 GC2322  ___________________________________________________________________
 GC2322  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GC2322  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC2322
 GC2322  HORZ ORDER  -  SECOND
 GC2322
 GC2322.The horizontal coordinates were established by classical geodetic methods
 GC2322.and adjusted by the National Geodetic Survey in April 1999..
 GC2322
 GC2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2322
 GC2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2322
 GC2322.The geoid height was determined by GEOID03.
 GC2322
 GC2322;                    North         East     Units Scale Factor Converg.
 GC2322;SPC TN       -   187,150.033   519,159.705   MT  0.99995347   -0 31 30.2
 GC2322;SPC TN       -   614,008.07  1,703,276.47   sFT  0.99995347   -0 31 30.2
 GC2322;UTM  16      - 3,985,816.902   509,295.652   MT  0.99960106   +0 03 38.4
 GC2322
 GC2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2322!SPC TN       -   0.99997647  x   0.99995347  =   0.99992994
 GC2322!UTM  16      -   0.99997647  x   0.99960106  =   0.99957754
 GC2322
 GC2322:                Primary Azimuth Mark                     Grid Az
 GC2322:SPC TN       -  MANLY                                    130 30 51.7
 GC2322:UTM  16      -  MANLY                                    129 55 43.1
 GC2322
 GC2322|---------------------------------------------------------------------|
 GC2322| PID    Reference Object                     Distance      Geod. Az  |
 GC2322|                                                           dddmmss.s |
 GC2322| GC1920 MANLY                               APPROX. 1.0 KM 1295921.5 |
 GC2322|---------------------------------------------------------------------|
 GC2322
 GC2322                          SUPERSEDED SURVEY CONTROL
 GC2322
 GC2322  NAD 83(1995)-  36 01 00.48774(N)    086 53 48.62349(W) AD(       ) 2
 GC2322  NAD 83(1995)-  36 01 00.48814(N)    086 53 48.62391(W) AD(       ) 2
 GC2322  NAD 83(1986)-  36 01 00.49586(N)    086 53 48.62521(W) AD(       ) 2
 GC2322  NAD 27      -  36 01 00.27260(N)    086 53 48.61500(W) AD(       ) 2
 GC2322  NGVD 29 (07/19/86)  178.9    (m)          587.     (f) VERT ANG       
 GC2322
 GC2322.Superseded values are not recommended for survey control.
 GC2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2322.See file dsdata.txt to determine how the superseded data were derived.
 GC2322
 GC2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0929685817(NAD 83)
 GC2322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2322_STAMPING: TS-1O
 GC2322_MARK LOGO: TNHD  
 GC2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2322+STABILITY: SURFACE MOTION
 GC2322
 GC2322  HISTORY     - Date     Condition        Report By
 GC2322  HISTORY     - 1963     MONUMENTED       TNHD
 GC2322
 GC2322                          STATION DESCRIPTION
 GC2322
 GC2322'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2322'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF FRANKLIN AND 1 MILE
 GC2322'WEST OF U.S. HIGHWAY 431.
 GC2322'
 GC2322'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND JUNCTION OF
 GC2322'U.S. HIGHWAY 431 AND 31, GO NORTH ON U.S. HIGHWAY 431 FOR 6.9 MILES
 GC2322'TO MORAN ROAD ON THE LEFT, TURN LEFT AND GO 0.5 MILE TO A SIDE ROAD
 GC2322'ON THE RIGHT AND THE STATION.
 GC2322'
 GC2322'THE STATION IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF MORAN ROAD,
 GC2322'8 FEET NORTH OF TELEPHONE POLE NO. 7, 8 FEET EAST OF THE APPROXIMATE
 GC2322'CENTER OF A GRAVELED DRIVE AND 4 FEET WEST OF A WIRE FENCE. IT IS A
 GC2322'METAL T-STAKE SET IN CONCRETE WITH A METAL CAP ATTACHED TO THE
 GC2322'TOP AND THE CAP IS STAMPED TS-1O.
 GC2322'
 GC2322'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2309 ***********************************************************************
 GC2309  DESIGNATION -  TS 1P
 GC2309  PID         -  GC2309
 GC2309  STATE/COUNTY-  TN/DAVIDSON
 GC2309  USGS QUAD   -  OAK HILL (1968)
 GC2309
 GC2309                         *CURRENT SURVEY CONTROL
 GC2309  ___________________________________________________________________
 GC2309* NAD 83(1995)-  36 03 55.78638(N)    086 50 46.51072(W)     ADJUSTED  
 GC2309* NAVD 88     -       218.0    (meters)     715.     (feet)  VERTCON   
 GC2309  ___________________________________________________________________
 GC2309  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GC2309  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2309
 GC2309  HORZ ORDER  -  SECOND
 GC2309
 GC2309.The horizontal coordinates were established by classical geodetic methods
 GC2309.and adjusted by the National Geodetic Survey in April 1999..
 GC2309
 GC2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2309
 GC2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2309
 GC2309.The geoid height was determined by GEOID03.
 GC2309
 GC2309;                    North         East     Units Scale Factor Converg.
 GC2309;SPC TN       -   192,512.142   523,766.117   MT  0.99995653   -0 29 43.5
 GC2309;SPC TN       -   631,600.25  1,718,389.34   sFT  0.99995653   -0 29 43.5
 GC2309;UTM  16      - 3,991,223.917   513,845.392   MT  0.99960236   +0 05 25.8
 GC2309
 GC2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2309!SPC TN       -   0.99997035  x   0.99995653  =   0.99992688
 GC2309!UTM  16      -   0.99997035  x   0.99960236  =   0.99957272
 GC2309
 GC2309:                Primary Azimuth Mark                     Grid Az
 GC2309:SPC TN       -  CHURCH                                   029 38 03.4
 GC2309:UTM  16      -  CHURCH                                   029 02 54.1
 GC2309
 GC2309|---------------------------------------------------------------------|
 GC2309| PID    Reference Object                     Distance      Geod. Az  |
 GC2309|                                                           dddmmss.s |
 GC2309| GC2296 CHURCH                              APPROX. 1.4 KM 0290819.9 |
 GC2309|---------------------------------------------------------------------|
 GC2309
 GC2309                          SUPERSEDED SURVEY CONTROL
 GC2309
 GC2309  NAD 83(1995)-  36 03 55.78873(N)    086 50 46.51262(W) AD(       ) 2
 GC2309  NAD 83(1995)-  36 03 55.78977(N)    086 50 46.51277(W) AD(       ) 2
 GC2309  NAD 83(1986)-  36 03 55.79693(N)    086 50 46.51416(W) AD(       ) 2
 GC2309  NAD 27      -  36 03 55.57890(N)    086 50 46.50990(W) AD(       ) 2
 GC2309  NGVD 29 (07/19/86)  218.0    (m)          715.     (f) VERT ANG       
 GC2309
 GC2309.Superseded values are not recommended for survey control.
 GC2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2309.See file dsdata.txt to determine how the superseded data were derived.
 GC2309
 GC2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1384591224(NAD 83)
 GC2309_MARKER: Z = SEE DESCRIPTION
 GC2309_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2309_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2309_MARK LOGO: TNHD  
 GC2309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2309
 GC2309  HISTORY     - Date     Condition        Report By
 GC2309  HISTORY     - 1963     MONUMENTED       TNHD
 GC2309
 GC2309                          STATION DESCRIPTION
 GC2309
 GC2309'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2309'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF NASHVILLE.
 GC2309'
 GC2309'TO REACH THE STATION FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO
 GC2309'3.25 MILES SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.
 GC2309'
 GC2309'THE STATION IS 66 FEET NORTHEAST OF THE TELEPHONE POLE NO. 71, 59
 GC2309'FEET WEST OF AN 18-INCH OAK TREE, AND 44 FEET SOUTHWEST OF
 GC2309'THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 431. IT IS A METAL
 GC2309'T-STAKE DRIVEN IN THE GROUND PROJECTING 2 INCHES AND CEMENTED AT
 GC2309'THE TOP WITH A CAP ATTACHED TO THE TOP AND THE CAP IS STAMPED TS-1P.
 GC2309'
 GC2309'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1496 ***********************************************************************
 FD1496  DESIGNATION -  TS 1S
 FD1496  PID         -  FD1496
 FD1496  STATE/COUNTY-  TN/WILLIAMSON
 FD1496  USGS QUAD   -  SPRING HILL (1979)
 FD1496
 FD1496                         *CURRENT SURVEY CONTROL
 FD1496  ___________________________________________________________________
 FD1496* NAD 83(1995)-  35 52 18.22655(N)    086 53 01.09776(W)     ADJUSTED  
 FD1496* NAVD 88     -       240.5    (meters)     789.     (feet)  VERTCON   
 FD1496  ___________________________________________________________________
 FD1496  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FD1496  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1496
 FD1496  HORZ ORDER  -  SECOND
 FD1496
 FD1496.The horizontal coordinates were established by classical geodetic methods
 FD1496.and adjusted by the National Geodetic Survey in April 1999..
 FD1496
 FD1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1496
 FD1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1496
 FD1496.The geoid height was determined by GEOID03.
 FD1496
 FD1496;                    North         East     Units Scale Factor Converg.
 FD1496;SPC TN       -   171,043.785   520,204.279   MT  0.99994862   -0 31 02.3
 FD1496;SPC TN       -   561,166.15  1,706,703.54   sFT  0.99994862   -0 31 02.3
 FD1496;UTM  16      - 3,969,727.793   510,504.366   MT  0.99960136   +0 04 05.5
 FD1496
 FD1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1496!SPC TN       -   0.99996673  x   0.99994862  =   0.99991535
 FD1496!UTM  16      -   0.99996673  x   0.99960136  =   0.99956811
 FD1496
 FD1496:                Primary Azimuth Mark                     Grid Az
 FD1496:SPC TN       -  HUMP                                     017 19 51.7
 FD1496:UTM  16      -  HUMP                                     016 44 43.9
 FD1496
 FD1496|---------------------------------------------------------------------|
 FD1496| PID    Reference Object                     Distance      Geod. Az  |
 FD1496|                                                           dddmmss.s |
 FD1496| FD0660 HUMP                                APPROX. 1.7 KM 0164849.4 |
 FD1496|---------------------------------------------------------------------|
 FD1496
 FD1496                          SUPERSEDED SURVEY CONTROL
 FD1496
 FD1496  NAD 83(1995)-  35 52 18.22883(N)    086 53 01.09901(W) AD(       ) 2
 FD1496  NAD 83(1986)-  35 52 18.23720(N)    086 53 01.10018(W) AD(       ) 2
 FD1496  NAD 27      -  35 52 17.99900(N)    086 53 01.09370(W) AD(       ) 2
 FD1496  NGVD 29 (07/19/86)  240.5    (m)          789.     (f) VERT ANG       
 FD1496
 FD1496.Superseded values are not recommended for survey control.
 FD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1496.See file dsdata.txt to determine how the superseded data were derived.
 FD1496
 FD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1050469728(NAD 83)
 FD1496_MARKER: DD = SURVEY DISK
 FD1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1496_STAMPING: 94112
 FD1496_MARK LOGO: TNGS  
 FD1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1496+STABILITY: SURFACE MOTION
 FD1496
 FD1496  HISTORY     - Date     Condition        Report By
 FD1496  HISTORY     - 1963     MONUMENTED       TNDG
 FD1496
 FD1496                          STATION DESCRIPTION
 FD1496
 FD1496'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1963 (JAG)
 FD1496'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF FRANKLIN.
 FD1496'
 FD1496'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND THE
 FD1496'JUNCTION OF U S
 FD1496'HIGHWAYS 31 AND 431, GO SOUTH ON U S HIGHWAY 31 FOR 3.8 MILES TO
 FD1496'THE STATION ON THE
 FD1496'RIGHT.
 FD1496'
 FD1496'THE STATION IS 36 FEET SOUTH OF TELEPHONE POLE NO. 946,
 FD1496'30 FEET WEST OF THE APPROXIMATE
 FD1496'CENTER OF U S HIGHWAY 31, 3 FEET EAST OF A FENCE AND 1.2
 FD1496'FEET EAST OF A WITNESS POST (T
 FD1496'V A).  IT IS A TENNESSEE GEOLOGY W P A
 FD1496'DISK SET IN A 6-INCH SQUARE, CONCRETE MONUMENT,
 FD1496'PROJECTING 3 INCHES
 FD1496'AND THE DISK IS STAMPED 94112.
 FD1496'
 FD1496'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3520 ***********************************************************************
 GA3520  DESIGNATION -  TS 1T
 GA3520  PID         -  GA3520
 GA3520  STATE/COUNTY-  TN/GRAINGER
 GA3520  USGS QUAD   -  BEAN STATION (1976)
 GA3520
 GA3520                         *CURRENT SURVEY CONTROL
 GA3520  ___________________________________________________________________
 GA3520* NAD 83(1995)-  36 21 29.70627(N)    083 20 16.95270(W)     ADJUSTED  
 GA3520* NAVD 88     -       414.7    (meters)    1361.     (feet)  VERTCON   
 GA3520  ___________________________________________________________________
 GA3520  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GA3520  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA3520
 GA3520  HORZ ORDER  -  SECOND
 GA3520
 GA3520.The horizontal coordinates were established by classical geodetic methods
 GA3520.and adjusted by the National Geodetic Survey in April 1999..
 GA3520
 GA3520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3520
 GA3520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3520
 GA3520.The geoid height was determined by GEOID03.
 GA3520
 GA3520;                    North         East     Units Scale Factor Converg.
 GA3520;SPC TN       -   227,915.663   838,889.861   MT  0.99999016   +1 33 30.3
 GA3520;SPC TN       -   747,753.30  2,752,257.82   sFT  0.99999016   +1 33 30.3
 GA3520;UTM  17      - 4,026,223.284   290,217.540   MT  1.00014225   -1 23 11.7
 GA3520
 GA3520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3520!SPC TN       -   0.99993979  x   0.99999016  =   0.99992995
 GA3520!UTM  17      -   0.99993979  x   1.00014225  =   1.00008203
 GA3520
 GA3520:                Primary Azimuth Mark                     Grid Az
 GA3520:SPC TN       -  CUT                                      186 57 30.6
 GA3520:UTM  17      -  CUT                                      189 54 12.6
 GA3520
 GA3520|---------------------------------------------------------------------|
 GA3520| PID    Reference Object                     Distance      Geod. Az  |
 GA3520|                                                           dddmmss.s |
 GA3520| GA2123 CUT                                 APPROX. 0.7 KM 1883100.9 |
 GA3520|---------------------------------------------------------------------|
 GA3520
 GA3520                          SUPERSEDED SURVEY CONTROL
 GA3520
 GA3520  NAD 83(1995)-  36 21 29.70997(N)    083 20 16.95621(W) AD(       ) 2
 GA3520  NAD 83(1995)-  36 21 29.71613(N)    083 20 16.94983(W) AD(       ) 2
 GA3520  NAD 83(1995)-  36 21 29.71302(N)    083 20 16.95485(W) AD(       ) 2
 GA3520  NAD 83(1986)-  36 21 29.71517(N)    083 20 16.95477(W) AD(       ) 2
 GA3520  NAD 27      -  36 21 29.38959(N)    083 20 17.32656(W) AD(       ) 2
 GA3520  NGVD 29 (07/19/86)  414.8    (m)         1361.     (f) VERT ANG       
 GA3520
 GA3520.Superseded values are not recommended for survey control.
 GA3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3520.See file dsdata.txt to determine how the superseded data were derived.
 GA3520
 GA3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9021826223(NAD 83)
 GA3520_MARKER: I = METAL ROD
 GA3520_SETTING: 0 = UNSPECIFIED SETTING
 GA3520_MARK LOGO: TNHD  
 GA3520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3520
 GA3520  HISTORY     - Date     Condition        Report By
 GA3520  HISTORY     - 1963     MONUMENTED       TNHD
 GA3520
 GA3520                          STATION DESCRIPTION
 GA3520
 GA3520'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3520'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BEAN STATION ABOUT 1
 GA3520'MILE NORTH OF U.S.
 GA3520'HIGHWAY 11W AND ON THE PROPERTY OF R.D.  SANDERFUR.
 GA3520'
 GA3520'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA3520'U.S.  HIGHWAY 11W FOR
 GA3520'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E, TURN
 GA3520'RIGHT, NORTH, AND TRAVEL 1.1 MILES
 GA3520'ALONG U.S.  HIGHWAY 25E TO A SMALL
 GA3520'STORE ON THE RIGHT AND END OF TRUCK TRAVEL.  PACK
 GA3520'NORTHWEST UP A
 GA3520'RIDGE FOR 15 MINUTES TO THE STATION.
 GA3520'
 GA3520'THE STATION IS 8 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A LEDGE AND
 GA3520'3 FEET SOUTH OF A SMALL
 GA3520'PINE TREE.  IT IS A METAL T STAKE SET IN A 6-INCH
 GA3520'ROUND, FLUSH, CONCRETE MONUMENT.
 GA3520'THE STAKE PROJECTS ABOUT 2 INCHES
 GA3520'ABOVE THE SURFACE AND HAS NO CAP ATTACHED TO THE
 GA3520'TOP.
 GA3520'
 GA3520'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3520'
 GA3520'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
 GA3520'
 GA3520'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3521 ***********************************************************************
 GA3521  DESIGNATION -  TS 1U
 GA3521  PID         -  GA3521
 GA3521  STATE/COUNTY-  TN/GRAINGER
 GA3521  USGS QUAD   -  BEAN STATION (1976)
 GA3521
 GA3521                         *CURRENT SURVEY CONTROL
 GA3521  ___________________________________________________________________
 GA3521* NAD 83(1995)-  36 21 44.98801(N)    083 19 41.82342(W)     ADJUSTED  
 GA3521* NAVD 88     -       343.8    (meters)    1128.     (feet)  VERTCON   
 GA3521  ___________________________________________________________________
 GA3521  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 GA3521  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA3521
 GA3521  HORZ ORDER  -  SECOND
 GA3521
 GA3521.The horizontal coordinates were established by classical geodetic methods
 GA3521.and adjusted by the National Geodetic Survey in April 1999..
 GA3521
 GA3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3521
 GA3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3521
 GA3521.The geoid height was determined by GEOID03.
 GA3521
 GA3521;                    North         East     Units Scale Factor Converg.
 GA3521;SPC TN       -   228,410.387   839,752.503   MT  0.99999084   +1 33 50.9
 GA3521;SPC TN       -   749,376.41  2,755,088.00   sFT  0.99999084   +1 33 50.9
 GA3521;UTM  17      - 4,026,673.101   291,104.592   MT  1.00013768   -1 22 51.3
 GA3521
 GA3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3521!SPC TN       -   0.99995092  x   0.99999084  =   0.99994176
 GA3521!UTM  17      -   0.99995092  x   1.00013768  =   1.00008859
 GA3521
 GA3521:                Primary Azimuth Mark                     Grid Az
 GA3521:SPC TN       -  TS 1T                                    240 09 56.9
 GA3521:UTM  17      -  TS 1T                                    243 06 39.1
 GA3521
 GA3521|---------------------------------------------------------------------|
 GA3521| PID    Reference Object                     Distance      Geod. Az  |
 GA3521|                                                           dddmmss.s |
 GA3521| GA3520 TS 1T                               APPROX. 1.0 KM 2414347.8 |
 GA3521|---------------------------------------------------------------------|
 GA3521
 GA3521                          SUPERSEDED SURVEY CONTROL
 GA3521
 GA3521  NAD 83(1995)-  36 21 44.99178(N)    083 19 41.82688(W) AD(       ) 2
 GA3521  NAD 83(1995)-  36 21 44.99839(N)    083 19 41.82046(W) AD(       ) 2
 GA3521  NAD 83(1995)-  36 21 44.99486(N)    083 19 41.82530(W) AD(       ) 2
 GA3521  NAD 83(1986)-  36 21 44.99700(N)    083 19 41.82524(W) AD(       ) 2
 GA3521  NAD 27      -  36 21 44.67030(N)    083 19 42.19891(W) AD(       ) 2
 GA3521  NGVD 29 (07/19/86)  343.9    (m)         1128.     (f) VERT ANG       
 GA3521
 GA3521.Superseded values are not recommended for survey control.
 GA3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3521.See file dsdata.txt to determine how the superseded data were derived.
 GA3521
 GA3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9110526673(NAD 83)
 GA3521_MARKER: P = PIPE CAP
 GA3521_SETTING: 0 = UNSPECIFIED SETTING
 GA3521_MARK LOGO: TNHD  
 GA3521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3521
 GA3521  HISTORY     - Date     Condition        Report By
 GA3521  HISTORY     - 1963     MONUMENTED       TNHD
 GA3521
 GA3521                          STATION DESCRIPTION
 GA3521
 GA3521'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3521'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BEAN STATION.
 GA3521'
 GA3521'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO 2.7
 GA3521'MILES WEST ON U.S.
 GA3521'HIGHWAY 11W TO THE JUNCTION OF U.S.  HIGHWAY 25E, TURN
 GA3521'RIGHT AND GO 1.1 MILES TO A SIDE
 GA3521'ROAD RIGHT, TURN RIGHT AND GO 50
 GA3521'YARDS TO A FORK, KEEP LEFT AND GO 0.6 MILE TO THE
 GA3521'HOME OF ELI
 GA3521'PHILLIPS ON THE LEFT AND THE STATION.
 GA3521'
 GA3521'THE STATION IS 17 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GA3521'ROAD AND 14 FEET
 GA3521'NORTHEAST OF MR.  PHILLIPS MAIL BOX.  IT IS A METAL T
 GA3521'STAKE SET IN A 6-INCH ROUND,
 GA3521'FLUSH, CONCRETE MONUMENT WITH A METAL
 GA3521'CAP ATTACHED TO THE TOP AND THE CAP IS STAMPED
 GA3521'TS-1U.
 GA3521'
 GA3521'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3521'
 GA3521'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3527 ***********************************************************************
 GA3527  DESIGNATION -  TS 1V
 GA3527  PID         -  GA3527
 GA3527  STATE/COUNTY-  TN/GRAINGER
 GA3527  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3527
 GA3527                         *CURRENT SURVEY CONTROL
 GA3527  ___________________________________________________________________
 GA3527* NAD 83(1995)-  36 22 34.47170(N)    083 24 35.34463(W)     ADJUSTED  
 GA3527* NAVD 88     -       510.7    (meters)    1676.     (feet)  VERTCON   
 GA3527  ___________________________________________________________________
 GA3527  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GA3527  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA3527
 GA3527  HORZ ORDER  -  SECOND
 GA3527
 GA3527.The horizontal coordinates were established by classical geodetic methods
 GA3527.and adjusted by the National Geodetic Survey in April 1999..
 GA3527
 GA3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3527
 GA3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3527
 GA3527.The geoid height was determined by GEOID03.
 GA3527
 GA3527;                    North         East     Units Scale Factor Converg.
 GA3527;SPC TN       -   229,738.428   832,397.265   MT  0.99999308   +1 30 59.0
 GA3527;SPC TN       -   753,733.49  2,730,956.69   sFT  0.99999308   +1 30 59.0
 GA3527;UTM  17      - 4,028,377.639   283,826.120   MT  1.00017580   -1 25 47.2
 GA3527
 GA3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3527!SPC TN       -   0.99992472  x   0.99999308  =   0.99991780
 GA3527!UTM  17      -   0.99992472  x   1.00017580  =   1.00010050
 GA3527
 GA3527:                Primary Azimuth Mark                     Grid Az
 GA3527:SPC TN       -  GAP                                      157 29 10.6
 GA3527:UTM  17      -  GAP                                      160 25 56.8
 GA3527
 GA3527|---------------------------------------------------------------------|
 GA3527| PID    Reference Object                     Distance      Geod. Az  |
 GA3527|                                                           dddmmss.s |
 GA3527| GA2115 GAP                                 APPROX. 3.1 KM 1590009.6 |
 GA3527|---------------------------------------------------------------------|
 GA3527
 GA3527                          SUPERSEDED SURVEY CONTROL
 GA3527
 GA3527  NAD 83(1995)-  36 22 34.47507(N)    083 24 35.34786(W) AD(       ) 2
 GA3527  NAD 83(1995)-  36 22 34.47854(N)    083 24 35.34088(W) AD(       ) 2
 GA3527  NAD 83(1995)-  36 22 34.47892(N)    083 24 35.34684(W) AD(       ) 2
 GA3527  NAD 83(1986)-  36 22 34.48105(N)    083 24 35.34670(W) AD(       ) 2
 GA3527  NAD 27      -  36 22 34.16304(N)    083 24 35.70941(W) AD(       ) 2
 GA3527  NGVD 29 (07/19/86)  510.8    (m)         1676.     (f) VERT ANG       
 GA3527
 GA3527.Superseded values are not recommended for survey control.
 GA3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3527.See file dsdata.txt to determine how the superseded data were derived.
 GA3527
 GA3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8382628378(NAD 83)
 GA3527_MARKER: P = PIPE CAP
 GA3527_SETTING: 0 = UNSPECIFIED SETTING
 GA3527_MARK LOGO: TNHD  
 GA3527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3527
 GA3527  HISTORY     - Date     Condition        Report By
 GA3527  HISTORY     - 1963     MONUMENTED       TNHD
 GA3527
 GA3527                          STATION DESCRIPTION
 GA3527
 GA3527'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3527'THE STATION IS LOCATED ON THE PROPERTY OF PAUL CARPENTER ABOUT 1 MILE
 GA3527'NORTH OF THORN HILL.
 GA3527'
 GA3527'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO SOUTHEAST
 GA3527'ON U. S.  HIGHWAY 25E FOR
 GA3527'ABUT 100 FEET TO THE JUNCTION OF STATE ROUTE 131 ON
 GA3527'THE RIGHT AND SECONDARY ROAD
 GA3527'S-2349 ON THE LEFT.  HERE TURN LEFT ON
 GA3527'SECONDARY ROAD S-2349 AND GO NORTHEAST FOR 1.1
 GA3527'MILES TO A GRAVELED
 GA3527'ROAD LEFT, TURN LEFT, NORTH, AND GO 0.5 MILE TO A GRAVELED ROAD
 GA3527'LEFT AND FORD,
 GA3527'TURN LEFT, WEST, CROSSING FORD AND CONTINUE NORTH AND
 GA3527'NORTHWESTERLY FOR 1.4 MILES
 GA3527'TO THE CARPENTER RESIDENCE AND THE
 GA3527'STATION JUST EAST OF HOUSE IN FENCE LINE.
 GA3527'
 GA3527'THE STATION IS 174 FEET NORTHEAST OF A FENCE CORNER, 81 FEET NORTH OF
 GA3527'THE APPROXIMATE CENTER
 GA3527'OF A GRAVELED ROAD, 52 FEET EAST OF A 10-INCH
 GA3527'WALNUT TREE, AND IN A
 GA3527'NORTHEAST-SOUTHWEST FENCE LINE.  THE MARK IS A
 GA3527'METAL T STAKE SET IN A 6-INCH ROUND,
 GA3527'CONCRETE MONUMENT FLUSH WITH THE
 GA3527'SURROUNDING SURFACE.  THERE IS A METAL CAP SECURED TO
 GA3527'THE TOP OF THE T
 GA3527'STAKE AND THIS CAP IS STAMPED TS-1V 1963.
 GA3527'
 GA3527'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3527'
 GA3527'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3524 ***********************************************************************
 GA3524  DESIGNATION -  TS 1W
 GA3524  PID         -  GA3524
 GA3524  STATE/COUNTY-  TN/GRAINGER
 GA3524  USGS QUAD   -  AVONDALE (1979)
 GA3524
 GA3524                         *CURRENT SURVEY CONTROL
 GA3524  ___________________________________________________________________
 GA3524* NAD 83(1995)-  36 22 00.92357(N)    083 26 28.02683(W)     ADJUSTED  
 GA3524* NAVD 88     -       526.4    (meters)    1727.     (feet)  VERTCON   
 GA3524  ___________________________________________________________________
 GA3524  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GA3524  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA3524
 GA3524  HORZ ORDER  -  SECOND
 GA3524
 GA3524.The horizontal coordinates were established by classical geodetic methods
 GA3524.and adjusted by the National Geodetic Survey in April 1999..
 GA3524
 GA3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3524
 GA3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3524
 GA3524.The geoid height was determined by GEOID03.
 GA3524
 GA3524;                    North         East     Units Scale Factor Converg.
 GA3524;SPC TN       -   228,630.829   829,616.578   MT  0.99999156   +1 29 53.1
 GA3524;SPC TN       -   750,099.64  2,721,833.72   sFT  0.99999156   +1 29 53.1
 GA3524;UTM  17      - 4,027,414.240   280,991.639   MT  1.00019100   -1 26 53.0
 GA3524
 GA3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3524!SPC TN       -   0.99992225  x   0.99999156  =   0.99991381
 GA3524!UTM  17      -   0.99992225  x   1.00019100  =   1.00011323
 GA3524
 GA3524:                Primary Azimuth Mark                     Grid Az
 GA3524:SPC TN       -  BEND                                     345 02 01.7
 GA3524:UTM  17      -  BEND                                     347 58 47.8
 GA3524
 GA3524|---------------------------------------------------------------------|
 GA3524| PID    Reference Object                     Distance      Geod. Az  |
 GA3524|                                                           dddmmss.s |
 GA3524| GA3525 BEND                                APPROX. 2.4 KM 3463154.8 |
 GA3524|---------------------------------------------------------------------|
 GA3524
 GA3524                          SUPERSEDED SURVEY CONTROL
 GA3524
 GA3524  NAD 83(1995)-  36 22 00.92680(N)    083 26 28.02972(W) AD(       ) 2
 GA3524  NAD 83(1995)-  36 22 00.92898(N)    083 26 28.02143(W) AD(       ) 2
 GA3524  NAD 83(1995)-  36 22 00.93093(N)    083 26 28.02892(W) AD(       ) 2
 GA3524  NAD 83(1986)-  36 22 00.93306(N)    083 26 28.02880(W) AD(       ) 2
 GA3524  NAD 27      -  36 22 00.61677(N)    083 26 28.38915(W) AD(       ) 2
 GA3524  NGVD 29 (07/19/86)  526.5    (m)         1727.     (f) VERT ANG       
 GA3524
 GA3524.Superseded values are not recommended for survey control.
 GA3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3524.See file dsdata.txt to determine how the superseded data were derived.
 GA3524
 GA3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8099227414(NAD 83)
 GA3524_MARKER: P = PIPE CAP
 GA3524_SETTING: 0 = UNSPECIFIED SETTING
 GA3524_MARK LOGO: TNHD  
 GA3524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3524
 GA3524  HISTORY     - Date     Condition        Report By
 GA3524  HISTORY     - 1963     MONUMENTED       TNHD
 GA3524
 GA3524                          STATION DESCRIPTION
 GA3524
 GA3524'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3524'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THORN HILL.
 GA3524'
 GA3524'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST
 GA3524'ON U.  S.  HIGHWAY
 GA3524'25E FOR 2.2 MILES TO A GRAVELED ROAD ON THE LEFT,
 GA3524'TURN LEFT ON THE GRAVELED ROAD AND
 GA3524'GO SOUTH FOR 0.9 MILE TO A FORK.
 GA3524'TAKE THE LEFT FORK AND GO SOUTH FOR 0.7 MILE TO A
 GA3524'TRACK ROAD RIGHT.
 GA3524'TURN RIGHT ON THE TRACK ROAD FOR 0.05 MILE TO A TRACK ROAD RIGHT.
 GA3524'TURN RIGHT ON THE
 GA3524'TRACK ROAD AND GO SOUTH FOR 0.15 MILE TO ANOTHER
 GA3524'WIRE GATE.  PASS THROUGHT THE GATE AND CONTINUE ON THE TRACK ROAD FOR
 GA3524'0.2 MILES TO ANOTHER WIREGATE, PASS THROUGH THE GATE AND GO NORTHEAST
 GA3524'FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO AN OPEN
 GA3524'FIELD.  THEN PACK
 GA3524'NORTH ALONG A NORTH-SOUTH FENCE LINE, CROSSING TWO EAST WEST FENCE
 GA3524'LINES, FOR 10-15
 GA3524'MINUTES AND THE STATION ON THE RIGHT.
 GA3524'
 GA3524'THE STATION IS 12 FEET EAST OF A NORTH-SOUTH FENCE LINE ON THE EAST
 GA3524'SLOPE OF A HILL IN AN
 GA3524'OPEN FIELD.  IT IS A METAL T STAKE SET IN A 6-INCH
 GA3524'ROUND, FLUSH, CONCRETE MONUMENT
 GA3524'WITH A METAL CAP ATTACHED TO THE TOP
 GA3524'AND THE CAP IS STAMPED TS-1W 1963.
 GA3524'
 GA3524'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3524'
 GA3524'THE STATION IS ON THE PROPERTY OF MR. THOMAS ADKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3528 ***********************************************************************
 GA3528  DESIGNATION -  TS 1X
 GA3528  PID         -  GA3528
 GA3528  STATE/COUNTY-  TN/CLAIBORNE
 GA3528  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3528
 GA3528                         *CURRENT SURVEY CONTROL
 GA3528  ___________________________________________________________________
 GA3528* NAD 83(1995)-  36 24 33.93363(N)    083 27 58.27225(W)     ADJUSTED  
 GA3528* NAVD 88     -       407.1    (meters)    1336.     (feet)  VERTCON   
 GA3528  ___________________________________________________________________
 GA3528  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GA3528  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA3528
 GA3528  HORZ ORDER  -  SECOND
 GA3528
 GA3528.The horizontal coordinates were established by classical geodetic methods
 GA3528.and adjusted by the National Geodetic Survey in April 1999..
 GA3528
 GA3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3528
 GA3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3528
 GA3528.The geoid height was determined by GEOID03.
 GA3528
 GA3528;                    North         East     Units Scale Factor Converg.
 GA3528;SPC TN       -   233,287.073   827,245.543   MT  0.99999872   +1 29 00.2
 GA3528;SPC TN       -   765,376.01  2,714,054.75   sFT  0.99999872   +1 29 00.2
 GA3528;UTM  17      - 4,032,187.186   278,862.694   MT  1.00020254   -1 27 51.8
 GA3528
 GA3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3528!SPC TN       -   0.99994097  x   0.99999872  =   0.99993969
 GA3528!UTM  17      -   0.99994097  x   1.00020254  =   1.00014350
 GA3528
 GA3528:                Primary Azimuth Mark                     Grid Az
 GA3528:SPC TN       -  BEND                                     143 09 55.9
 GA3528:UTM  17      -  BEND                                     146 06 47.9
 GA3528
 GA3528|---------------------------------------------------------------------|
 GA3528| PID    Reference Object                     Distance      Geod. Az  |
 GA3528|                                                           dddmmss.s |
 GA3528| GA3525 BEND                                APPROX. 2.9 KM 1443856.1 |
 GA3528|---------------------------------------------------------------------|
 GA3528
 GA3528                          SUPERSEDED SURVEY CONTROL
 GA3528
 GA3528  NAD 83(1995)-  36 24 33.93657(N)    083 27 58.27481(W) AD(       ) 2
 GA3528  NAD 83(1995)-  36 24 33.93707(N)    083 27 58.26705(W) AD(       ) 2
 GA3528  NAD 83(1995)-  36 24 33.94141(N)    083 27 58.27334(W) AD(       ) 2
 GA3528  NAD 83(1986)-  36 24 33.94342(N)    083 27 58.27318(W) AD(       ) 2
 GA3528  NAD 27      -  36 24 33.63323(N)    083 27 58.62705(W) AD(       ) 2
 GA3528  NGVD 29 (07/19/86)  407.2    (m)         1336.     (f) VERT ANG       
 GA3528
 GA3528.Superseded values are not recommended for survey control.
 GA3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3528.See file dsdata.txt to determine how the superseded data were derived.
 GA3528
 GA3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7886332187(NAD 83)
 GA3528_MARKER: P = PIPE CAP
 GA3528_SETTING: 0 = UNSPECIFIED SETTING
 GA3528_MARK LOGO: TNHD  
 GA3528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3528
 GA3528  HISTORY     - Date     Condition        Report By
 GA3528  HISTORY     - 1963     MONUMENTED       TNHD
 GA3528
 GA3528                          STATION DESCRIPTION
 GA3528
 GA3528'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3528'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THORN HILL.
 GA3528'
 GA3528'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA3528'NORTHWESTERLY ON U.  S.
 GA3528'HIGHWAY 25E FOR 5.0 MILES, HERE PACK NORTH, UP HILL, THROUGH
 GA3528'AN OPEN FIELD TO THE EDGE
 GA3528'OF A FENCE AND WOODS AND THE STATION.
 GA3528'
 GA3528'THE STATION IS 100 YARDS WEST OF THE EAST END OF A CLEARED FIELD, 18
 GA3528'FEET WEST OF A 12-INCH PINE
 GA3528'TREE, 7 FEET SOUTHEAST OF A HICKORY TREE IN A FENCE
 GA3528'LINE AND 6 FEET SOUTH OF AN
 GA3528'EAST-WEST FENCE LINE.  THE MARK IS A
 GA3528'METAL T STAKE SET IN A 6-INCH ROUND CONCRETE MONUMENT, PROJECTING
 GA3528'2 INCHES, WITH A METAL CAP ATTACHED TO THE TOP AND THE CAP
 GA3528'IS STAMPED TS-1X 1963.
 GA3528'
 GA3528'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3528'
 GA3528'THE STATION IS ON THE PROPERTY OF MR. CLAUDE JONES.
 GA3528'
 GA3528'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3533 ***********************************************************************
 GA3533  DESIGNATION -  TS 1Y
 GA3533  PID         -  GA3533
 GA3533  STATE/COUNTY-  TN/CLAIBORNE
 GA3533  USGS QUAD   -  TAZEWELL (1971)
 GA3533
 GA3533                         *CURRENT SURVEY CONTROL
 GA3533  ___________________________________________________________________
 GA3533* NAD 83(1995)-  36 24 54.15206(N)    083 30 46.96133(W)     ADJUSTED  
 GA3533* NAVD 88     -       436.2    (meters)    1431.     (feet)  VERTCON   
 GA3533  ___________________________________________________________________
 GA3533  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GA3533  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA3533
 GA3533  HORZ ORDER  -  SECOND
 GA3533
 GA3533.The horizontal coordinates were established by classical geodetic methods
 GA3533.and adjusted by the National Geodetic Survey in April 1999..
 GA3533
 GA3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3533
 GA3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3533
 GA3533.The geoid height was determined by GEOID03.
 GA3533
 GA3533;                    North         East     Units Scale Factor Converg.
 GA3533;SPC TN       -   233,802.289   823,028.146   MT  0.99999971   +1 27 21.5
 GA3533;SPC TN       -   767,066.34  2,700,218.18   sFT  0.99999971   +1 27 21.5
 GA3533;UTM  17      - 4,032,918.784   274,676.477   MT  1.00022557   -1 29 32.8
 GA3533
 GA3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3533!SPC TN       -   0.99993639  x   0.99999971  =   0.99993610
 GA3533!UTM  17      -   0.99993639  x   1.00022557  =   1.00016195
 GA3533
 GA3533:                Primary Azimuth Mark                     Grid Az
 GA3533:SPC TN       -  FANN                                     293 44 32.2
 GA3533:UTM  17      -  FANN                                     296 41 26.5
 GA3533
 GA3533|---------------------------------------------------------------------|
 GA3533| PID    Reference Object                     Distance      Geod. Az  |
 GA3533|                                                           dddmmss.s |
 GA3533| GA2607 FANN                                APPROX. 2.0 KM 2951153.7 |
 GA3533|---------------------------------------------------------------------|
 GA3533
 GA3533                          SUPERSEDED SURVEY CONTROL
 GA3533
 GA3533  NAD 83(1995)-  36 24 54.15494(N)    083 30 46.96355(W) AD(       ) 2
 GA3533  NAD 83(1995)-  36 24 54.15415(N)    083 30 46.95494(W) AD(       ) 2
 GA3533  NAD 83(1995)-  36 24 54.16023(N)    083 30 46.96234(W) AD(       ) 2
 GA3533  NAD 83(1986)-  36 24 54.16219(N)    083 30 46.96212(W) AD(       ) 2
 GA3533  NAD 27      -  36 24 53.85592(N)    083 30 47.30904(W) AD(       ) 2
 GA3533  NGVD 29 (07/19/86)  436.3    (m)         1431.     (f) VERT ANG       
 GA3533
 GA3533.Superseded values are not recommended for survey control.
 GA3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3533.See file dsdata.txt to determine how the superseded data were derived.
 GA3533
 GA3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7467632919(NAD 83)
 GA3533_MARKER: I = METAL ROD
 GA3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3533_MARK LOGO: TNHD  
 GA3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3533+STABILITY: SURFACE MOTION
 GA3533
 GA3533  HISTORY     - Date     Condition        Report By
 GA3533  HISTORY     - 1963     MONUMENTED       TNHD
 GA3533
 GA3533                          STATION DESCRIPTION
 GA3533
 GA3533'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3533'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THORN HILL.
 GA3533'
 GA3533'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA3533'NORTHWESTERLY ON U.S.
 GA3533'HIGHWAY 25E FOR 7.85 MILES TO BIG 33 AZI ON THE LEFT, HERE PACK
 GA3533'WESTERLY, UP HILL, FOR
 GA3533'10 MINUTES ALONG AN EAST-WEST FENCE LINE TO
 GA3533'THE SUMMIT AND THE STATION.
 GA3533'
 GA3533'THE STATION IS 10.5 FEET NORTHEAST OF A 20-INCH OAK TREE AND 2.4 FEET
 GA3533'NORTH OF A WITNESS POST.
 GA3533'IT IS A METAL T STAKE SET IN A 6-INCH ROUND,
 GA3533'FLUSH, CONCRETE MONUMENT WITHOUT A
 GA3533'METAL CAP ATTACHED TO THE TOP.
 GA3533'
 GA3533'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3533'
 GA3533'THE STATION IS LOCATED ON THE PROPERTY OF CLAY WILMOTH.
 GA3533'
 GA3533'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3594 ***********************************************************************
 GA3594  DESIGNATION -  TS 1Z
 GA3594  PID         -  GA3594
 GA3594  STATE/COUNTY-  TN/CLAIBORNE
 GA3594  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3594
 GA3594                         *CURRENT SURVEY CONTROL
 GA3594  ___________________________________________________________________
 GA3594* NAD 83(1995)-  36 32 51.76479(N)    083 38 40.02316(W)     ADJUSTED  
 GA3594* NAVD 88     -       483.1    (meters)    1585.     (feet)  VERTCON   
 GA3594  ___________________________________________________________________
 GA3594  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 GA3594  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GA3594
 GA3594  HORZ ORDER  -  SECOND
 GA3594
 GA3594.The horizontal coordinates were established by classical geodetic methods
 GA3594.and adjusted by the National Geodetic Survey in April 1999..
 GA3594
 GA3594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3594
 GA3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3594
 GA3594.The geoid height was determined by GEOID03.
 GA3594
 GA3594;                    North         East     Units Scale Factor Converg.
 GA3594;SPC TN       -   248,228.799   810,891.782   MT  1.00002587   +1 22 44.5
 GA3594;SPC TN       -   814,397.32  2,660,400.79   sFT  1.00002587   +1 22 44.5
 GA3594;UTM  17      - 4,047,954.739   263,296.230   MT  1.00029035   -1 34 31.7
 GA3594
 GA3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3594!SPC TN       -   0.99992899  x   1.00002587  =   0.99995486
 GA3594!UTM  17      -   0.99992899  x   1.00029035  =   1.00021932
 GA3594
 GA3594:                Primary Azimuth Mark                     Grid Az
 GA3594:SPC TN       -  260                                      347 26 01.2
 GA3594:UTM  17      -  260                                      350 23 17.4
 GA3594
 GA3594|---------------------------------------------------------------------|
 GA3594| PID    Reference Object                     Distance      Geod. Az  |
 GA3594|                                                           dddmmss.s |
 GA3594| GA3035 260                                 APPROX. 2.3 KM 3484845.7 |
 GA3594|---------------------------------------------------------------------|
 GA3594
 GA3594                          SUPERSEDED SURVEY CONTROL
 GA3594
 GA3594  NAD 83(1995)-  36 32 51.76535(N)    083 38 40.02353(W) AD(       ) 2
 GA3594  NAD 83(1995)-  36 32 51.76011(N)    083 38 40.01494(W) AD(       ) 2
 GA3594  NAD 83(1995)-  36 32 51.77380(N)    083 38 40.02403(W) AD(       ) 2
 GA3594  NAD 83(1986)-  36 32 51.77420(N)    083 38 40.02396(W) AD(       ) 2
 GA3594  NAD 27      -  36 32 51.49002(N)    083 38 40.34157(W) AD(       ) 2
 GA3594  NGVD 29 (07/19/86)  483.2    (m)         1585.     (f) VERT ANG       
 GA3594
 GA3594.Superseded values are not recommended for survey control.
 GA3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3594.See file dsdata.txt to determine how the superseded data were derived.
 GA3594
 GA3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6329647955(NAD 83)
 GA3594_MARKER: P = PIPE CAP
 GA3594_SETTING: 0 = UNSPECIFIED SETTING
 GA3594_MARK LOGO: TNHD  
 GA3594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3594
 GA3594  HISTORY     - Date     Condition        Report By
 GA3594  HISTORY     - 1963     MONUMENTED       TNHD
 GA3594
 GA3594                          STATION DESCRIPTION
 GA3594
 GA3594'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3594'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF HARROGATE.
 GA3594'
 GA3594'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25E AND
 GA3594'STATE ROUTE 63 IN
 GA3594'HARROGATE, GO 0.9 MILE SOUTHEAST ON U.S.  HIGHWAY 25E TO A
 GA3594'GRAVELED ROAD RIGHT,
 GA3594'TURN RIGHT AND GO 0.5 MILE SOUTH ON THE GRAVELED
 GA3594'ROAD TO THE TOP OF A HILL AND A FRAME
 GA3594'HOUSE ON THE HILL, FROM HERE GO
 GA3594'280 FEET SOUTHEAST ACROSS A PLOWED FIELD TO A FENCE LINE
 GA3594'AND THE STATION.
 GA3594'
 GA3594'THE STATION IS 44 FEET NORTHEAST OF A 15-INCH CEDAR TREE, 14 FEET
 GA3594'SOUTHWEST OF A 20-INCH
 GA3594'TWIN-TRUNKED APPLE TREE, 2.7 FEET NORTHEAST OF A WITNESS
 GA3594'POST AND 1 FOOT SOUTHEAST OF
 GA3594'A WIRE FENCE.  IT IS A METAL T STAKE SET
 GA3594'IN A 6-INCH ROUND, FLUSH, CONCRETE MONUMENT
 GA3594'WITH A METAL CAP ATTACHED
 GA3594'TO THE TOP AND THE CAP IS STAMPED TS-1Z 1963 AND THE STAKE
 GA3594'PROJECTS ABOUT 2
 GA3594'INCHES ABOVE THE MONUMENT.
 GA3594'
 GA3594'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3594'
 GA3594'THE STATION IS LOCATED ON THE PROPERTY OF WILLIAM MULLINS.
 GA3594'
 GA3594'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0402 ***********************************************************************
 FF0402  DESIGNATION -  TS 29
 FF0402  PID         -  FF0402
 FF0402  STATE/COUNTY-  TN/SHELBY
 FF0402  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0402
 FF0402                         *CURRENT SURVEY CONTROL
 FF0402  ___________________________________________________________________
 FF0402* NAD 83(1986)-  35 03 47.     (N)    090 02 57.     (W)     SCALED    
 FF0402* NAVD 88     -        72.955  (meters)     239.35   (feet)  ADJUSTED  
 FF0402  ___________________________________________________________________
 FF0402  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0402  DYNAMIC HT  -          72.888 (meters)     239.13  (feet)  COMP
 FF0402  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FF0402
 FF0402  VERT ORDER  -  SECOND    CLASS 0
 FF0402
 FF0402.The horizontal coordinates were scaled from a topographic map and have
 FF0402.an estimated accuracy of +/- 6 seconds.
 FF0402
 FF0402.The orthometric height was determined by differential leveling
 FF0402.and adjusted by the National Geodetic Survey in June 1991..
 FF0402
 FF0402.The geoid height was determined by GEOID03.
 FF0402
 FF0402.The dynamic height is computed by dividing the NAVD 88
 FF0402.geopotential number by the normal gravity value computed on the
 FF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0402.degrees latitude (g = 980.6199 gals.).
 FF0402
 FF0402.The modeled gravity was interpolated from observed gravity values.
 FF0402
 FF0402;                    North         East    Units  Estimated Accuracy
 FF0402;SPC TN       -    88,600.      230,730.      MT  (+/- 180 meters Scaled)
 FF0402
 FF0402                          SUPERSEDED SURVEY CONTROL
 FF0402
 FF0402  NGVD 29 (??/??/??)   72.922  (m)          239.24   (f) ADJUSTED    2 0
 FF0402
 FF0402.Superseded values are not recommended for survey control.
 FF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0402.See file dsdata.txt to determine how the superseded data were derived.
 FF0402
 FF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU691840(NAD 83)
 FF0402_MARKER: P = PIPE CAP
 FF0402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0402_STAMPING: TRAV STATION NO 29
 FF0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0402
 FF0402  HISTORY     - Date     Condition        Report By
 FF0402  HISTORY     - 1934     MONUMENTED       DOD
 FF0402  HISTORY     - 1934     GOOD             CGS
 FF0402  HISTORY     - 1974     MARK NOT FOUND   USE
 FF0402  HISTORY     - 19951013 MARK NOT FOUND   TN1620
 FF0402
 FF0402                          STATION DESCRIPTION
 FF0402
 FF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0402'6 MI S FROM MEMPHIS.
 FF0402'6.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0402'POST OFFICE AT MEMPHIS, SHELBY COUNTY, 60 FEET SOUTH OF THE
 FF0402'THIRD POLE SOUTH OF MILEPOST 398, 18 FEET NORTH OF THE CENTERLINE
 FF0402'OF BROOKS AVENUE, AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.
 FF0402'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED TRAV
 FF0402'STATION NO 29 AND FASTENED ON THE TOP OF AN IRON PIPE.
 FF0402
 FF0402                          STATION RECOVERY (1974)
 FF0402
 FF0402'RECOVERY NOTE BY US ENGINEERS 1974
 FF0402'MARK NOT FOUND.
 FF0402
 FF0402                          STATION RECOVERY (1995)
 FF0402
 FF0402'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3595 ***********************************************************************
 GA3595  DESIGNATION -  TS 2A
 GA3595  PID         -  GA3595
 GA3595  STATE/COUNTY-  TN/CLAIBORNE
 GA3595  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3595
 GA3595                         *CURRENT SURVEY CONTROL
 GA3595  ___________________________________________________________________
 GA3595* NAD 83(1995)-  36 35 07.70570(N)    083 39 06.37439(W)     ADJUSTED  
 GA3595* NAVD 88     -       402.9    (meters)    1322.     (feet)  VERTCON   
 GA3595  ___________________________________________________________________
 GA3595  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 GA3595  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA3595
 GA3595  HORZ ORDER  -  SECOND
 GA3595
 GA3595.The horizontal coordinates were established by classical geodetic methods
 GA3595.and adjusted by the National Geodetic Survey in April 1999..
 GA3595
 GA3595.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3595
 GA3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3595
 GA3595.The geoid height was determined by GEOID03.
 GA3595
 GA3595;                    North         East     Units Scale Factor Converg.
 GA3595;SPC TN       -   252,402.332   810,136.033   MT  1.00003430   +1 22 29.1
 GA3595;SPC TN       -   828,089.98  2,657,921.30   sFT  1.00003430   +1 22 29.1
 GA3595;UTM  17      - 4,052,162.785   262,756.516   MT  1.00029349   -1 34 52.5
 GA3595
 GA3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3595!SPC TN       -   0.99994157  x   1.00003430  =   0.99997587
 GA3595!UTM  17      -   0.99994157  x   1.00029349  =   1.00023504
 GA3595
 GA3595:                Primary Azimuth Mark                     Grid Az
 GA3595:SPC TN       -  260                                      172 20 32.8
 GA3595:UTM  17      -  260                                      175 17 54.4
 GA3595
 GA3595|---------------------------------------------------------------------|
 GA3595| PID    Reference Object                     Distance      Geod. Az  |
 GA3595|                                                           dddmmss.s |
 GA3595| GA3035 260                                 APPROX. 2.0 KM 1734301.9 |
 GA3595|---------------------------------------------------------------------|
 GA3595
 GA3595                          SUPERSEDED SURVEY CONTROL
 GA3595
 GA3595  NAD 83(1995)-  36 35 07.70581(N)    083 39 06.37467(W) AD(       ) 2
 GA3595  NAD 83(1995)-  36 35 07.69881(N)    083 39 06.36668(W) AD(       ) 2
 GA3595  NAD 83(1995)-  36 35 07.71491(N)    083 39 06.37532(W) AD(       ) 2
 GA3595  NAD 83(1986)-  36 35 07.71499(N)    083 39 06.37542(W) AD(       ) 2
 GA3595  NAD 27      -  36 35 07.43021(N)    083 39 06.68907(W) AD(       ) 2
 GA3595  NGVD 29 (07/19/86)  403.0    (m)         1322.     (f) VERT ANG       
 GA3595
 GA3595.Superseded values are not recommended for survey control.
 GA3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3595.See file dsdata.txt to determine how the superseded data were derived.
 GA3595
 GA3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6275752163(NAD 83)
 GA3595_MARKER: I = METAL ROD
 GA3595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3595_MARK LOGO: TNHD  
 GA3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3595+STABILITY: SURFACE MOTION
 GA3595
 GA3595  HISTORY     - Date     Condition        Report By
 GA3595  HISTORY     - 1963     MONUMENTED       TNHD
 GA3595
 GA3595                          STATION DESCRIPTION
 GA3595
 GA3595'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3595'THE STATION IS LOCATED AT HARROGATE.
 GA3595'
 GA3595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3595'ROUTE 63, GO NORTHERLY ON
 GA3595'U.S.  HIGHWAY 25E FOR 1.7 MILES TO A PAVED ROAD
 GA3595'RIGHT.  TURN RIGHT AND GO 0.2 MILE
 GA3595'TO A PAVED ROAD RIGHT.  TURN RIGHT
 GA3595'AND FOLLOW PAVED ROAD FOR 0.1 MILE TO A GRAVELED ROAD
 GA3595'ON THE RIGHT
 GA3595'AND THE STATION ON THE LEFT ABOUT 50 YARDS EAST OF THE PAVED ROAD ON
 GA3595'TOP OF A SMALL
 GA3595'HILL NEAR THE L AND N RAILROAD.
 GA3595'
 GA3595'THE STATION IS 80 FEET SOUTHEAST OF A 14-INCH ELM TREE, 50 FEET WEST
 GA3595'OF A NORTH-SOUTH FENCE
 GA3595'LINE AND 5 FEET WEST OF A RAILROAD CUT.  IT IS A
 GA3595'METAL T STAKE SET IN A 6-INCH ROUND
 GA3595'CONCRETE MONUMENT PROJECTING
 GA3595'ABOUT 1 INCH ABOVE THE SURFACE WITHOUT A METAL CAP
 GA3595'ATTACHED TO THE
 GA3595'TOP.
 GA3595'
 GA3595'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3595'
 GA3595'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
 GA3595'
 GA3595'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3596 ***********************************************************************
 GA3596  DESIGNATION -  TS 2B
 GA3596  PID         -  GA3596
 GA3596  STATE/COUNTY-  TN/CLAIBORNE
 GA3596  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3596
 GA3596                         *CURRENT SURVEY CONTROL
 GA3596  ___________________________________________________________________
 GA3596* NAD 83(1995)-  36 32 25.02876(N)    083 39 26.61830(W)     ADJUSTED  
 GA3596* NAVD 88     -       475.8    (meters)    1561.     (feet)  VERTCON   
 GA3596  ___________________________________________________________________
 GA3596  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GA3596  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GA3596
 GA3596  HORZ ORDER  -  SECOND
 GA3596
 GA3596.The horizontal coordinates were established by classical geodetic methods
 GA3596.and adjusted by the National Geodetic Survey in April 1999..
 GA3596
 GA3596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3596
 GA3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3596
 GA3596.The geoid height was determined by GEOID03.
 GA3596
 GA3596;                    North         East     Units Scale Factor Converg.
 GA3596;SPC TN       -   247,377.069   809,752.937   MT  1.00002426   +1 22 17.2
 GA3596;SPC TN       -   811,602.93  2,656,664.43   sFT  1.00002426   +1 22 17.2
 GA3596;SPC KY1Z     - 1,025,071.082 1,687,398.633   MT  1.00017412   +1 17 05.2
 GA3596;SPC KY1Z     - 3,363,087.37  5,536,073.68   sFT  1.00017412   +1 17 05.2
 GA3596;SPC KY S     -   525,041.695   687,374.006   MT  1.00004064   +1 16 08.7
 GA3596;SPC KY S     - 1,722,574.29  2,255,159.55   sFT  1.00004064   +1 16 08.7
 GA3596;UTM  17      - 4,047,162.626   262,114.682   MT  1.00029726   -1 34 58.5
 GA3596
 GA3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3596!SPC TN       -   0.99993014  x   1.00002426  =   0.99995440
 GA3596!SPC KY1Z     -   0.99993014  x   1.00017412  =   1.00010424
 GA3596!SPC KY S     -   0.99993014  x   1.00004064  =   0.99997077
 GA3596!UTM  17      -   0.99993014  x   1.00029726  =   1.00022738
 GA3596
 GA3596:                Primary Azimuth Mark                     Grid Az
 GA3596:SPC TN       -  CALF                                     247 33 11.7
 GA3596:SPC KY1Z     -  CALF                                     247 38 23.7
 GA3596:SPC KY S     -  CALF                                     247 39 20.2
 GA3596:UTM  17      -  CALF                                     250 30 27.4
 GA3596
 GA3596|---------------------------------------------------------------------|
 GA3596| PID    Reference Object                     Distance      Geod. Az  |
 GA3596|                                                           dddmmss.s |
 GA3596| GA2708 CALF                                APPROX. 4.3 KM 2485528.9 |
 GA3596|---------------------------------------------------------------------|
 GA3596
 GA3596                          SUPERSEDED SURVEY CONTROL
 GA3596
 GA3596  NAD 83(1995)-  36 32 25.02905(N)    083 39 26.61853(W) AD(       ) 2
 GA3596  NAD 83(1995)-  36 32 25.02415(N)    083 39 26.61010(W) AD(       ) 2
 GA3596  NAD 83(1995)-  36 32 25.03744(N)    083 39 26.61911(W) AD(       ) 2
 GA3596  NAD 83(1986)-  36 32 25.03769(N)    083 39 26.61916(W) AD(       ) 2
 GA3596  NAD 27      -  36 32 24.75420(N)    083 39 26.93199(W) AD(       ) 2
 GA3596  NGVD 29 (07/19/86)  475.9    (m)         1561.     (f) VERT ANG       
 GA3596
 GA3596.Superseded values are not recommended for survey control.
 GA3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3596.See file dsdata.txt to determine how the superseded data were derived.
 GA3596
 GA3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6211547163(NAD 83)
 GA3596_MARKER: P = PIPE CAP
 GA3596_SETTING: 0 = UNSPECIFIED SETTING
 GA3596_MARK LOGO: TNHD  
 GA3596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3596
 GA3596  HISTORY     - Date     Condition        Report By
 GA3596  HISTORY     - 1963     MONUMENTED       TNHD
 GA3596
 GA3596                          STATION DESCRIPTION
 GA3596
 GA3596'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3596'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF ARTHUR.
 GA3596'
 GA3596'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3596'ROUTE 63 AT PATTERSON
 GA3596'CROSSROADS, GO SOUTHEAST ON STATE ROUTE 63 FOR 1.5 MILES
 GA3596'TO A Y, KEEP LEFT AND GO 0.2
 GA3596'MILE TO A GRAVELED ROAD ON THE LEFT,
 GA3596'TURN LEFT AND GO 0.2 MILE TO A T JUNCTION, KEEP
 GA3596'RIGHT AND GO 0.7 MILE
 GA3596'TO A DRIVEWAY ON THE LEFT WHERE THE ROAD MAKES A RIGHT TURN, TURN
 GA3596'LEFT, UP A
 GA3596'DRIVEWAY, AND GO 0.1 MILE TO A GATE AND A HOUSE, CONTINUE
 GA3596'AROUND SOUTH SIDE OF THE
 GA3596'HOUSE AND TURN LEFT, BETWEEN THE HOUSE AND A
 GA3596'SMALL BARN, AND GO ABOUT 100 YARDS TO A
 GA3596'BARN, TURN RIGHT AND FOLLOW
 GA3596'THE TRACK ROAD UP HILL FOR ABOUT 0.1 MILE TO A GATE ON THE
 GA3596'RIGHT,
 GA3596'CONTINUE FOR ABOUT 0.05 MILE TO A CEDAR TREE AND A GATE.  HERE WALK
 GA3596'NORTHEAST AROUND
 GA3596'CREST OF HILL ALONG FENCE LINE FOR ABOUT 0.1 MILE TO
 GA3596'THE STATION IN THE FENCE LINE.
 GA3596'
 GA3596'THE STATION IS ABOUT 3 FEET NORTHEAST OF A FENCE POST.  IT IS A METAL
 GA3596'T STAKE DRIVEN IN
 GA3596'THE GROUND WITH A METAL CAP ATTACHED TO THE TOP AND
 GA3596'THE CAP IS STAMPED TS-2B.
 GA3596'
 GA3596'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3596'
 GA3596'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3597 ***********************************************************************
 GA3597  DESIGNATION -  TS 2C
 GA3597  PID         -  GA3597
 GA3597  STATE/COUNTY-  TN/CLAIBORNE
 GA3597  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3597
 GA3597                         *CURRENT SURVEY CONTROL
 GA3597  ___________________________________________________________________
 GA3597* NAD 83(1995)-  36 31 25.18231(N)    083 42 38.55112(W)     ADJUSTED  
 GA3597* NAVD 88     -       413.6    (meters)    1357.     (feet)  VERTCON   
 GA3597  ___________________________________________________________________
 GA3597  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 GA3597  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GA3597
 GA3597  HORZ ORDER  -  SECOND
 GA3597
 GA3597.The horizontal coordinates were established by classical geodetic methods
 GA3597.and adjusted by the National Geodetic Survey in April 1999..
 GA3597
 GA3597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3597
 GA3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3597
 GA3597.The geoid height was determined by GEOID03.
 GA3597
 GA3597;                    North         East     Units Scale Factor Converg.
 GA3597;SPC TN       -   245,419.819   805,023.262   MT  1.00002073   +1 20 24.9
 GA3597;SPC TN       -   805,181.52  2,641,147.15   sFT  1.00002073   +1 20 24.9
 GA3597;SPC KY1Z     - 1,023,120.749 1,682,665.243   MT  1.00018084   +1 15 07.4
 GA3597;SPC KY1Z     - 3,356,688.66  5,520,544.22   sFT  1.00018084   +1 15 07.4
 GA3597;SPC KY S     -   523,092.905   682,640.727   MT  1.00004467   +1 14 12.3
 GA3597;SPC KY S     - 1,716,180.64  2,239,630.45   sFT  1.00004467   +1 14 12.3
 GA3597;UTM  17      - 4,045,451.251   257,289.021   MT  1.00032584   -1 36 50.7
 GA3597
 GA3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3597!SPC TN       -   0.99993987  x   1.00002073  =   0.99996060
 GA3597!SPC KY1Z     -   0.99993987  x   1.00018084  =   1.00012070
 GA3597!SPC KY S     -   0.99993987  x   1.00004467  =   0.99998454
 GA3597!UTM  17      -   0.99993987  x   1.00032584  =   1.00026569
 GA3597
 GA3597:                Primary Azimuth Mark                     Grid Az
 GA3597:SPC TN       -  266                                      285 01 01.9
 GA3597:SPC KY1Z     -  266                                      285 06 19.4
 GA3597:SPC KY S     -  266                                      285 07 14.5
 GA3597:UTM  17      -  266                                      287 58 17.5
 GA3597
 GA3597|---------------------------------------------------------------------|
 GA3597| PID    Reference Object                     Distance      Geod. Az  |
 GA3597|                                                           dddmmss.s |
 GA3597| GA2705 266                                 APPROX. 1.9 KM 2862126.8 |
 GA3597|---------------------------------------------------------------------|
 GA3597
 GA3597                          SUPERSEDED SURVEY CONTROL
 GA3597
 GA3597  NAD 83(1995)-  36 31 25.18288(N)    083 42 38.55157(W) AD(       ) 2
 GA3597  NAD 83(1995)-  36 31 25.18055(N)    083 42 38.54462(W) AD(       ) 2
 GA3597  NAD 83(1995)-  36 31 25.19087(N)    083 42 38.55220(W) AD(       ) 2
 GA3597  NAD 83(1986)-  36 31 25.19173(N)    083 42 38.55173(W) AD(       ) 2
 GA3597  NAD 27      -  36 31 24.90760(N)    083 42 38.86148(W) AD(       ) 2
 GA3597  NGVD 29 (07/19/86)  413.8    (m)         1358.     (f) VERT ANG       
 GA3597
 GA3597.Superseded values are not recommended for survey control.
 GA3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3597.See file dsdata.txt to determine how the superseded data were derived.
 GA3597
 GA3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5728945451(NAD 83)
 GA3597_MARKER: P = PIPE CAP
 GA3597_SETTING: 0 = UNSPECIFIED SETTING
 GA3597_MARK LOGO: TNHD  
 GA3597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3597
 GA3597  HISTORY     - Date     Condition        Report By
 GA3597  HISTORY     - 1964     MONUMENTED       TNHD
 GA3597
 GA3597                          STATION DESCRIPTION
 GA3597
 GA3597'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3597'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ARTHUR.
 GA3597'
 GA3597'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON
 GA3597'STATE ROUTE 63 FOR 3.4
 GA3597'MILES TO A DRIVE ON THE LEFT, TURN LEFT AND GO 0.05
 GA3597'MILE, PASSING THROUGH 2 WIRE GATES
 GA3597'AND TO THE LEFT OF A SMALL BARN,
 GA3597'TO A FIELD, CONTINUE ALONG A FENCE, UPHILL, FOR 0.1
 GA3597'MILE TO AN EAST
 GA3597'AND WEST FENCE LINE AND THE STATION.
 GA3597'
 GA3597'THE STATION IS 97 FEET SOUTHWEST OF THE NORTHEAST FENCE CORNER, 85
 GA3597'FEET SOUTH OF AN EAST AND
 GA3597'WEST FENCE LINE AND 62 FEET WEST OF A NORTH AND SOUTH
 GA3597'FENCE LINE.  IT IS A METAL T
 GA3597'STAKE DRIVEN IN THE GROUND WITH A METAL
 GA3597'CAP ATTACHED TO THE TOP WITH NO STAMPING.
 GA3597'
 GA3597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3537 ***********************************************************************
 GA3537  DESIGNATION -  TS 2D
 GA3537  PID         -  GA3537
 GA3537  STATE/COUNTY-  TN/CLAIBORNE
 GA3537  USGS QUAD   -  CLOUDS (1952)
 GA3537
 GA3537                         *CURRENT SURVEY CONTROL
 GA3537  ___________________________________________________________________
 GA3537* NAD 83(1995)-  36 23 25.18756(N)    083 41 22.93087(W)     ADJUSTED  
 GA3537* NAVD 88     -       466.4    (meters)    1530.     (feet)  VERTCON   
 GA3537  ___________________________________________________________________
 GA3537  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GA3537  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3537
 GA3537  HORZ ORDER  -  SECOND
 GA3537
 GA3537.The horizontal coordinates were established by classical geodetic methods
 GA3537.and adjusted by the National Geodetic Survey in April 1999..
 GA3537
 GA3537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3537
 GA3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3537
 GA3537.The geoid height was determined by GEOID03.
 GA3537
 GA3537;                    North         East     Units Scale Factor Converg.
 GA3537;SPC TN       -   230,672.531   807,253.363   MT  0.99999543   +1 21 09.1
 GA3537;SPC TN       -   756,798.13  2,648,463.74   sFT  0.99999543   +1 21 09.1
 GA3537;UTM  17      - 4,030,604.033   258,757.229   MT  1.00031710   -1 35 47.5
 GA3537
 GA3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3537!SPC TN       -   0.99993162  x   0.99999543  =   0.99992705
 GA3537!UTM  17      -   0.99993162  x   1.00031710  =   1.00024870
 GA3537
 GA3537:                Primary Azimuth Mark                     Grid Az
 GA3537:SPC TN       -  ED                                       256 29 42.4
 GA3537:UTM  17      -  ED                                       259 26 39.0
 GA3537
 GA3537|---------------------------------------------------------------------|
 GA3537| PID    Reference Object                     Distance      Geod. Az  |
 GA3537|                                                           dddmmss.s |
 GA3537| GA3535 ED                                  APPROX. 2.3 KM 2575051.5 |
 GA3537|---------------------------------------------------------------------|
 GA3537
 GA3537                          SUPERSEDED SURVEY CONTROL
 GA3537
 GA3537  NAD 83(1995)-  36 23 25.19116(N)    083 41 22.93275(W) AD(       ) 2
 GA3537  NAD 83(1995)-  36 23 25.19081(N)    083 41 22.92731(W) AD(       ) 2
 GA3537  NAD 83(1995)-  36 23 25.19650(N)    083 41 22.93263(W) AD(       ) 2
 GA3537  NAD 83(1986)-  36 23 25.19924(N)    083 41 22.93165(W) AD(       ) 2
 GA3537  NAD 27      -  36 23 24.90505(N)    083 41 23.25625(W) AD(       ) 2
 GA3537  NGVD 29 (07/19/86)  466.5    (m)         1531.     (f) VERT ANG       
 GA3537
 GA3537.Superseded values are not recommended for survey control.
 GA3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3537.See file dsdata.txt to determine how the superseded data were derived.
 GA3537
 GA3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5875730604(NAD 83)
 GA3537_MARKER: I = METAL ROD
 GA3537_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GA3537_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3537_MARK LOGO: TNHD  
 GA3537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3537
 GA3537  HISTORY     - Date     Condition        Report By
 GA3537  HISTORY     - 1964     MONUMENTED       TNHD
 GA3537
 GA3537                          STATION DESCRIPTION
 GA3537
 GA3537'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3537'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF MAYNARDVILLE AND
 GA3537'ABOUT 6 MILES SOUTHWEST
 GA3537'OF NEW TAZEWELL.
 GA3537'
 GA3537'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3537'NORTHEAST ON STATE
 GA3537'ROUTE 33 FOR 14.4 MILES TO A STORE AND AN OILED ROAD ON THE
 GA3537'RIGHT, TURN RIGHT AND GO
 GA3537'0.1 MILE TO A GRAVELED DRIVE ON THE RIGHT.
 GA3537'TURN RIGHT AND GO 0.05 MILE TO A GATE
 GA3537'BEHIND A BRICK HOUSE, PASS
 GA3537'THROUGH THE GATE AND CONTINUE UP HILL FOR 0.1 MILE TO A
 GA3537'BARN, PASS
 GA3537'THROUGHT THE HALL OF THE BARN AND CONTINUE 0.05 MILE TO A GATE.  PASS
 GA3537'THROUGH THE GATE
 GA3537'AND CONTINUE 0.15 MILE TO AN ABANDONED HOUSE AND
 GA3537'BARN, CONTINUE SOUTHWEST UP HILL
 GA3537'FOR 0.2 MILE TO THE SOUTHWEST END OF
 GA3537'A FIELD AND A GATE, PASS THROUGH THE GATE AND
 GA3537'FOLLOW TRACK ROAD FOR
 GA3537'0.25 MILE UP HILL TO A SADDLE, TURN RIGHT AND TRAVEL ALONG THE
 GA3537'RIDGE TO A GATE
 GA3537'AND THE STATION ON THE LEFT.
 GA3537'
 GA3537'THE STATION IS 3 FEET WEST OF A WIRE FENCE, 4.7 FEET NORTHWEST OF A
 GA3537'12-INCH TREE AND 15 FEET
 GA3537'SOUTH OF THE CENTER OF A GATE.  IT IS A METAL T
 GA3537'STAKE DRIVEN IN THE GROUND WITH NO
 GA3537'CAP ATTACHED.
 GA3537'
 GA3537'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3537'
 GA3537'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3454 ***********************************************************************
 GA3454  DESIGNATION -  TS 2F
 GA3454  PID         -  GA3454
 GA3454  STATE/COUNTY-  TN/HAWKINS
 GA3454  USGS QUAD   -  PLUM GROVE (1991)
 GA3454
 GA3454                         *CURRENT SURVEY CONTROL
 GA3454  ___________________________________________________________________
 GA3454* NAD 83(1995)-  36 31 08.41055(N)    082 45 52.90484(W)     ADJUSTED  
 GA3454* NAVD 88     -       414.0    (meters)    1358.     (feet)  VERTCON   
 GA3454  ___________________________________________________________________
 GA3454  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GA3454  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3454
 GA3454  HORZ ORDER  -  SECOND
 GA3454
 GA3454.The horizontal coordinates were established by classical geodetic methods
 GA3454.and adjusted by the National Geodetic Survey in April 1999..
 GA3454
 GA3454.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3454
 GA3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3454
 GA3454.The geoid height was determined by GEOID03.
 GA3454
 GA3454;                    North         East     Units Scale Factor Converg.
 GA3454;SPC TN       -   247,294.272   889,736.567   MT  1.00001975   +1 53 38.7
 GA3454;SPC TN       -   811,331.29  2,919,077.39   sFT  1.00001975   +1 53 38.7
 GA3454;UTM  17      - 4,042,964.249   341,993.473   MT  0.99990760   -1 03 01.3
 GA3454
 GA3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3454!SPC TN       -   0.99993994  x   1.00001975  =   0.99995969
 GA3454!UTM  17      -   0.99993994  x   0.99990760  =   0.99984754
 GA3454
 GA3454:                Primary Azimuth Mark                     Grid Az
 GA3454:SPC TN       -  CHURCH HILL RAD STA WMCH MAST            080 49 35.5
 GA3454:UTM  17      -  CHURCH HILL RAD STA WMCH MAST            083 46 15.5
 GA3454
 GA3454|---------------------------------------------------------------------|
 GA3454| PID    Reference Object                     Distance      Geod. Az  |
 GA3454|                                                           dddmmss.s |
 GA3454| GA3439 CHURCH HILL RAD STA WMCH MAST       APPROX. 1.5 KM 0824314.2 |
 GA3454| GA3452 CHURCH HILL KGSPORT PRESS 2 TK      APPROX. 1.2 KM 2072428.1 |
 GA3454| GA3405 STONY POINT AMER ST GOBAIN TK       APPROX. 2.9 KM 2144104.5 |
 GA3454| GA3453 CHURCH HILL LYONS PARK BAP CH       APPROX. 0.5 KM 2171433.0 |
 GA3454|---------------------------------------------------------------------|
 GA3454
 GA3454                          SUPERSEDED SURVEY CONTROL
 GA3454
 GA3454  NAD 83(1995)-  36 31 08.41250(N)    082 45 52.90660(W) AD(       ) 2
 GA3454  NAD 83(1995)-  36 31 08.41850(N)    082 45 52.91945(W) AD(       ) 2
 GA3454  NAD 83(1995)-  36 31 08.41695(N)    082 45 52.90811(W) AD(       ) 2
 GA3454  NAD 83(1986)-  36 31 08.41891(N)    082 45 52.90859(W) AD(       ) 2
 GA3454  NAD 27      -  36 31 08.06866(N)    082 45 53.32682(W) AD(       ) 2
 GA3454  NGVD 29 (07/19/86)  414.2    (m)         1359.     (f) VERT ANG       
 GA3454
 GA3454.Superseded values are not recommended for survey control.
 GA3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3454.See file dsdata.txt to determine how the superseded data were derived.
 GA3454
 GA3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4199342964(NAD 83)
 GA3454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GA3454_SETTING: 0 = UNSPECIFIED SETTING
 GA3454_MARK LOGO: TNHD  
 GA3454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3454
 GA3454  HISTORY     - Date     Condition        Report By
 GA3454  HISTORY     - 1963     MONUMENTED       CGS
 GA3454
 GA3454                          STATION DESCRIPTION
 GA3454
 GA3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3454'THE STATION IS LOCATED ABOUT 3 MILES WEST OF CHURCH HILL.
 GA3454'
 GA3454'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST ON
 GA3454'U.S.  HIGHWAY 11W FOR
 GA3454'3.0 MILES TO A PAVED ROAD ON THE RIGHT, TURN RIGHT,
 GA3454'NORTH, ON THE PAVED ROAD FOR 0.5
 GA3454'MILE TO THE STATION ON THE RIGHT.
 GA3454'
 GA3454'THE STATION IS 64 FEET SOUTH OF A FENCE CORNER, 17 FEET EAST OF THE
 GA3454'APPROXIMATE CENTER OF A
 GA3454'PAVED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A
 GA3454'METAL T-STAKE DRIVEN FLUSH
 GA3454'WITH THE GROUND, WITH A CAP ATTACHED TO
 GA3454'THE TOP AND THE CAP IS STAMPED TS-2F 1963.
 GA3454'
 GA3454'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3413 ***********************************************************************
 GA3413  DESIGNATION -  TS 2G
 GA3413  PID         -  GA3413
 GA3413  STATE/COUNTY-  TN/HAWKINS
 GA3413  USGS QUAD   -  BUREM (1976)
 GA3413
 GA3413                         *CURRENT SURVEY CONTROL
 GA3413  ___________________________________________________________________
 GA3413* NAD 83(1995)-  36 27 33.03612(N)    082 55 19.65862(W)     ADJUSTED  
 GA3413* NAVD 88     -       516.5    (meters)    1695.     (feet)  VERTCON   
 GA3413  ___________________________________________________________________
 GA3413  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GA3413  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3413
 GA3413  HORZ ORDER  -  SECOND
 GA3413
 GA3413.The horizontal coordinates were established by classical geodetic methods
 GA3413.and adjusted by the National Geodetic Survey in April 1999..
 GA3413
 GA3413.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3413
 GA3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3413
 GA3413.The geoid height was determined by GEOID03.
 GA3413
 GA3413;                    North         East     Units Scale Factor Converg.
 GA3413;SPC TN       -   240,203.923   875,851.354   MT  1.00000782   +1 48 06.9
 GA3413;SPC TN       -   788,069.04  2,873,522.32   sFT  1.00000782   +1 48 06.9
 GA3413;UTM  17      - 4,036,597.007   327,763.480   MT  0.99996550   -1 08 33.0
 GA3413
 GA3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3413!SPC TN       -   0.99992385  x   1.00000782  =   0.99993167
 GA3413!UTM  17      -   0.99992385  x   0.99996550  =   0.99988935
 GA3413
 GA3413:                Primary Azimuth Mark                     Grid Az
 GA3413:SPC TN       -  SNIP                                     003 06 54.7
 GA3413:UTM  17      -  SNIP                                     006 03 34.6
 GA3413
 GA3413|---------------------------------------------------------------------|
 GA3413| PID    Reference Object                     Distance      Geod. Az  |
 GA3413|                                                           dddmmss.s |
 GA3413| GA1108 SNIP                                APPROX. 1.2 KM 0045501.6 |
 GA3413|---------------------------------------------------------------------|
 GA3413
 GA3413                          SUPERSEDED SURVEY CONTROL
 GA3413
 GA3413  NAD 83(1995)-  36 27 33.03928(N)    082 55 19.66124(W) AD(       ) 2
 GA3413  NAD 83(1995)-  36 27 33.04980(N)    082 55 19.67165(W) AD(       ) 2
 GA3413  NAD 83(1995)-  36 27 33.04312(N)    082 55 19.66348(W) AD(       ) 2
 GA3413  NAD 83(1986)-  36 27 33.04559(N)    082 55 19.66322(W) AD(       ) 2
 GA3413  NAD 27      -  36 27 32.69967(N)    082 55 20.07154(W) AD(       ) 2
 GA3413  NGVD 29 (07/19/86)  516.7    (m)         1695.     (f) VERT ANG       
 GA3413
 GA3413.Superseded values are not recommended for survey control.
 GA3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3413.See file dsdata.txt to determine how the superseded data were derived.
 GA3413
 GA3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2776336597(NAD 83)
 GA3413_MARKER: Z = SEE DESCRIPTION
 GA3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3413_MARK LOGO: TNHD  
 GA3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3413+STABILITY: SURFACE MOTION
 GA3413
 GA3413  HISTORY     - Date     Condition        Report By
 GA3413  HISTORY     - 1963     MONUMENTED       TNHD
 GA3413
 GA3413                          STATION DESCRIPTION
 GA3413
 GA3413'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3413'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF ROGERSVILLE.
 GA3413'
 GA3413'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA3413'NORTHEAST ON U.S.
 GA3413'HIGHWAY 11W FOR 7.15 MILES TO A GRAVELED ROAD ON THE RIGHT.
 GA3413'TURN RIGHT ON THE
 GA3413'GRAVELED ROAD AND GO 1.15 MILES TO A Y
 GA3413'INTERSECTION, TAKE THE RIGHT FORK
 GA3413'FOR 0.2 MILE TO A WIRE GATE ON THE
 GA3413'RIGHT.  PASS THROUGH THE GATE AND CONTINUE IN A
 GA3413'NORTHEASTERLY
 GA3413'DIRECTION FOR 0.15 MILE TO A BREAK AND A ROAD THROUGH A STAND OF
 GA3413'WOODS.  FOLLOW
 GA3413'THIS ROAD FOR 0.1 MILE TO A CLEARED FIELD AND CONTINUE
 GA3413'TO THE TOP OF THE HILL AND THE
 GA3413'STATION AS DESCRIBED.
 GA3413'
 GA3413'THE STATION IS ABOUT 200 FEET SOUTHEAST OF A FENCE CORNER AND 1 FOOT
 GA3413'NORTHEAST OF A
 GA3413'NORTHWEST-SOUTHEAST FENCE LINE.  IT IS A METAL T STAKE, SET IN A
 GA3413'6-INCH ROUND CONCRETE
 GA3413'MONUMENT, FLUSH WITH THE GROUND, WITHOUT A CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3502 ***********************************************************************
 GA3502  DESIGNATION -  TS 2H
 GA3502  PID         -  GA3502
 GA3502  STATE/COUNTY-  TN/HAWKINS
 GA3502  USGS QUAD   -  CAMELOT (1976)
 GA3502
 GA3502                         *CURRENT SURVEY CONTROL
 GA3502  ___________________________________________________________________
 GA3502* NAD 83(1995)-  36 22 57.30456(N)    083 04 08.33699(W)     ADJUSTED  
 GA3502* NAVD 88     -       478.3    (meters)    1569.     (feet)  VERTCON   
 GA3502  ___________________________________________________________________
 GA3502  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA3502  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA3502
 GA3502  HORZ ORDER  -  SECOND
 GA3502
 GA3502.The horizontal coordinates were established by classical geodetic methods
 GA3502.and adjusted by the National Geodetic Survey in April 1999..
 GA3502
 GA3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3502
 GA3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3502
 GA3502.The geoid height was determined by GEOID03.
 GA3502
 GA3502;                    North         East     Units Scale Factor Converg.
 GA3502;SPC TN       -   231,304.490   862,948.143   MT  0.99999413   +1 42 57.4
 GA3502;SPC TN       -   758,871.48  2,831,189.03   sFT  0.99999413   +1 42 57.4
 GA3502;UTM  17      - 4,028,372.081   314,420.307   MT  1.00002434   -1 13 39.4
 GA3502
 GA3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3502!SPC TN       -   0.99992984  x   0.99999413  =   0.99992397
 GA3502!UTM  17      -   0.99992984  x   1.00002434  =   0.99995418
 GA3502
 GA3502:                Primary Azimuth Mark                     Grid Az
 GA3502:SPC TN       -  COPE                                     094 43 01.3
 GA3502:UTM  17      -  COPE                                     097 39 38.1
 GA3502
 GA3502|---------------------------------------------------------------------|
 GA3502| PID    Reference Object                     Distance      Geod. Az  |
 GA3502|                                                           dddmmss.s |
 GA3502| GA2147 COPE                                APPROX. 1.1 KM 0962558.7 |
 GA3502|---------------------------------------------------------------------|
 GA3502
 GA3502                          SUPERSEDED SURVEY CONTROL
 GA3502
 GA3502  NAD 83(1995)-  36 22 57.30868(N)    083 04 08.34062(W) AD(       ) 2
 GA3502  NAD 83(1995)-  36 22 57.31969(N)    083 04 08.34241(W) AD(       ) 2
 GA3502  NAD 83(1995)-  36 22 57.31125(N)    083 04 08.33923(W) AD(       ) 2
 GA3502  NAD 83(1986)-  36 22 57.31357(N)    083 04 08.34019(W) AD(       ) 2
 GA3502  NAD 27      -  36 22 56.97455(N)    083 04 08.74320(W) AD(       ) 2
 GA3502  NGVD 29 (07/19/86)  478.5    (m)         1570.     (f) VERT ANG       
 GA3502
 GA3502.Superseded values are not recommended for survey control.
 GA3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3502.See file dsdata.txt to determine how the superseded data were derived.
 GA3502
 GA3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1442028372(NAD 83)
 GA3502_MARKER: I = METAL ROD
 GA3502_SETTING: 0 = UNSPECIFIED SETTING
 GA3502_MARK LOGO: TNHD  
 GA3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3502
 GA3502  HISTORY     - Date     Condition        Report By
 GA3502  HISTORY     - 1964     MONUMENTED       TNHD
 GA3502
 GA3502                          STATION DESCRIPTION
 GA3502
 GA3502'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3502'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF ROGERSVILLE ON
 GA3502'THE PROPERTY OF JESS
 GA3502'BOLIN.
 GA3502'
 GA3502'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA3502'SOUTHWEST ON U.S.
 GA3502'HIGHWAY 11W FOR 4.2 MILES TO THE HOME OF JESS BOLIN, HERE PACK
 GA3502'EASTERLY UP HILL TO THE
 GA3502'SUMMIT AND THE STATION.
 GA3502'
 GA3502'THE STATION IS 19 FEET NORTH-NORTHWEST OF A 24-INCH OAK TREE AND 12
 GA3502'FEET SOUTHWEST OF A
 GA3502'6-INCH TRIANGLE BLAZED HICKORY TREE.  IT IS A METAL
 GA3502'T-STAKE DRIVEN IN THE GROUND WITH
 GA3502'NO CAP ATTACHED.
 GA3502'
 GA3502'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3559 ***********************************************************************
 GA3559  DESIGNATION -  TS 2J
 GA3559  PID         -  GA3559
 GA3559  STATE/COUNTY-  TN/KNOX
 GA3559  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3559
 GA3559                         *CURRENT SURVEY CONTROL
 GA3559  ___________________________________________________________________
 GA3559* NAD 83(1995)-  36 10 08.46136(N)    083 55 29.58589(W)     ADJUSTED  
 GA3559* NAVD 88     -       342.8    (meters)    1125.     (feet)  VERTCON   
 GA3559  ___________________________________________________________________
 GA3559  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GA3559  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3559
 GA3559  HORZ ORDER  -  SECOND
 GA3559
 GA3559.The horizontal coordinates were established by classical geodetic methods
 GA3559.and adjusted by the National Geodetic Survey in April 1999..
 GA3559
 GA3559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3559
 GA3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3559
 GA3559.The geoid height was determined by GEOID03.
 GA3559
 GA3559;                    North         East     Units Scale Factor Converg.
 GA3559;SPC TN       -   205,648.066   786,679.530   MT  0.99996544   +1 12 53.5
 GA3559;SPC TN       -   674,697.03  2,580,964.42   sFT  0.99996544   +1 12 53.5
 GA3559;UTM  17      - 4,006,660.211   236,915.760   MT  1.00045289   -1 43 37.8
 GA3559;UTM  16      - 4,007,078.276   776,600.832   MT  1.00054280   +1 48 57.6
 GA3559
 GA3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3559!SPC TN       -   0.99995102  x   0.99996544  =   0.99991646
 GA3559!UTM  17      -   0.99995102  x   1.00045289  =   1.00040389
 GA3559!UTM  16      -   0.99995102  x   1.00054280  =   1.00049380
 GA3559
 GA3559:                Primary Azimuth Mark                     Grid Az
 GA3559:SPC TN       -  HAN                                      102 05 36.8
 GA3559:UTM  17      -  HAN                                      105 02 08.1
 GA3559:UTM  16      -  HAN                                      101 29 32.7
 GA3559
 GA3559|---------------------------------------------------------------------|
 GA3559| PID    Reference Object                     Distance      Geod. Az  |
 GA3559|                                                           dddmmss.s |
 GA3559| GA2565 HAN                                 APPROX. 1.5 KM 1031830.3 |
 GA3559|---------------------------------------------------------------------|
 GA3559
 GA3559                          SUPERSEDED SURVEY CONTROL
 GA3559
 GA3559  NAD 83(1995)-  36 10 08.46683(N)    083 55 29.58607(W) AD(       ) 2
 GA3559  NAD 83(1995)-  36 10 08.46801(N)    083 55 29.58526(W) AD(       ) 2
 GA3559  NAD 83(1995)-  36 10 08.46868(N)    083 55 29.58662(W) AD(       ) 2
 GA3559  NAD 83(1986)-  36 10 08.47324(N)    083 55 29.58447(W) AD(       ) 2
 GA3559  NAD 27      -  36 10 08.18558(N)    083 55 29.90465(W) AD(       ) 2
 GA3559  NGVD 29 (07/19/86)  342.9    (m)         1125.     (f) VERT ANG       
 GA3559
 GA3559.Superseded values are not recommended for survey control.
 GA3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3559.See file dsdata.txt to determine how the superseded data were derived.
 GA3559
 GA3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3691606660(NAD 83)
 GA3559_MARKER: I = METAL ROD
 GA3559_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GA3559_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3559_STAMPING: TS 2J 1964
 GA3559_MARK LOGO: TNHD  
 GA3559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3559
 GA3559  HISTORY     - Date     Condition        Report By
 GA3559  HISTORY     - 1964     MONUMENTED       TNHD
 GA3559
 GA3559                          STATION DESCRIPTION
 GA3559
 GA3559'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3559'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA3559'
 GA3559'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA3559'AT HALLS CROSSROADS, GO
 GA3559'6.35 MILES NORTH ON ST.  RT.  33 TO MAYNARDVILLE PK.
 GA3559'ON THE LEFT, TURN LEFT, SOUTH,
 GA3559'AND GO 1.0 MILE ON THE PAVED ROAD TO
 GA3559'LOYSTON RD.  ON THE RIGHT, TURN RIGHT, NORTHEAST,
 GA3559'AND GO 0.9 MILE TO
 GA3559'A GAP IN A FENCE ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.1 MILE IN
 GA3559'A CLEARED FIELD
 GA3559'THEN TURN RIGHT, EAST, AND GO 0.2 MILE TO THE TOP OF
 GA3559'THE HILL, A POWER LINE TOWER AND
 GA3559'THE STATION IN THE CENTER OF THE
 GA3559'TOWER.
 GA3559'
 GA3559'THE STATION IS 13 FEET SOUTH OF THE NORTH LEG OF THE TOWER, 10 FEET
 GA3559'NORTH OF THE SOUTH LEG,
 GA3559'14 FEET WEST OF THE EAST LEG AND 10 FEET EAST OF THE
 GA3559'WEST LEG.  IT IS A METAL T-STAKE
 GA3559'DRIVEN FLUSH WITH THE GROUND WITH NO
 GA3559'CAP ATTACHED.
 GA3559'
 GA3559'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3559'
 GA3559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2542 ***********************************************************************
 GB2542  DESIGNATION -  TS 2K
 GB2542  PID         -  GB2542
 GB2542  STATE/COUNTY-  TN/ANDERSON
 GB2542  USGS QUAD   -  NORRIS (1990)
 GB2542
 GB2542                         *CURRENT SURVEY CONTROL
 GB2542  ___________________________________________________________________
 GB2542* NAD 83(1995)-  36 09 02.03904(N)    084 01 09.28553(W)     ADJUSTED  
 GB2542* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 GB2542  ___________________________________________________________________
 GB2542  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GB2542  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB2542
 GB2542  HORZ ORDER  -  SECOND
 GB2542
 GB2542.The horizontal coordinates were established by classical geodetic methods
 GB2542.and adjusted by the National Geodetic Survey in April 1999..
 GB2542
 GB2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2542
 GB2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2542
 GB2542.The geoid height was determined by GEOID03.
 GB2542
 GB2542;                    North         East     Units Scale Factor Converg.
 GB2542;SPC TN       -   203,425.339   778,233.332   MT  0.99996361   +1 09 34.6
 GB2542;SPC TN       -   667,404.63  2,553,253.86   sFT  0.99996361   +1 09 34.6
 GB2542;UTM  16      - 4,004,765.885   768,173.762   MT  1.00048622   +1 45 33.9
 GB2542;UTM  17      - 4,004,872.979   228,362.201   MT  1.00050927   -1 46 55.8
 GB2542
 GB2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2542!SPC TN       -   0.99994665  x   0.99996361  =   0.99991026
 GB2542!UTM  16      -   0.99994665  x   1.00048622  =   1.00043285
 GB2542!UTM  17      -   0.99994665  x   1.00050927  =   1.00045589
 GB2542
 GB2542:                Primary Azimuth Mark                     Grid Az
 GB2542:SPC TN       -  KNAND RESET                              144 45 23.7
 GB2542:UTM  16      -  KNAND RESET                              144 09 24.4
 GB2542:UTM  17      -  KNAND RESET                              147 41 54.1
 GB2542
 GB2542|---------------------------------------------------------------------|
 GB2542| PID    Reference Object                     Distance      Geod. Az  |
 GB2542|                                                           dddmmss.s |
 GB2542| AJ4446 KNAND RESET                         APPROX. 2.0 KM 1455458.3 |
 GB2542|---------------------------------------------------------------------|
 GB2542
 GB2542                          SUPERSEDED SURVEY CONTROL
 GB2542
 GB2542  NAD 83(1995)-  36 09 02.04385(N)    084 01 09.28727(W) AD(       ) 2
 GB2542  NAD 83(1995)-  36 09 02.04511(N)    084 01 09.28703(W) AD(       ) 2
 GB2542  NAD 83(1986)-  36 09 02.05119(N)    084 01 09.28386(W) AD(       ) 2
 GB2542  NAD 27      -  36 09 01.76964(N)    084 01 09.59125(W) AD(       ) 2
 GB2542  NGVD 29 (07/19/86)  370.7    (m)         1216.     (f) VERT ANG       
 GB2542
 GB2542.Superseded values are not recommended for survey control.
 GB2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2542.See file dsdata.txt to determine how the superseded data were derived.
 GB2542
 GB2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6817404766(NAD 83)
 GB2542_MARKER: Z = SEE DESCRIPTION
 GB2542_SETTING: 0 = UNSPECIFIED SETTING
 GB2542_MARK LOGO: TNHD  
 GB2542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2542
 GB2542  HISTORY     - Date     Condition        Report By
 GB2542  HISTORY     - 1964     MONUMENTED       TNHD
 GB2542
 GB2542                          STATION DESCRIPTION
 GB2542
 GB2542'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2542'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTHWEST OF DOWNTOWN
 GB2542'KNOXVILLE.
 GB2542'
 GB2542'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 441 AND ST.
 GB2542'RT. 33 AT HALLS
 GB2542'CROSSROADS, GO 7.4 MILES NORTHWEST TO A DRIVE ON THE RIGHT,
 GB2542'TURN RIGHT AND GO 0.1
 GB2542'MILE TO A SMALL FRAME HOUSE BELONGING TO HARVEY
 GB2542'EZELL, CONTINUE FOR 0.2 MILE NORTHEAST
 GB2542'TO A SMALL TRAIL ON THE LEFT
 GB2542'LEADING TO THE TOP OF A RIDGE, PACK UP THE HILL FOR ABOUT
 GB2542'1/4 MILE TO A
 GB2542'SADDLE AND THE STATION.
 GB2542'
 GB2542'THE STATION IS 21 FEET EAST OF A 12-INCH PINE TREE, 14 FEET NORTHWEST
 GB2542'OF A 12-INCH OAK TREE
 GB2542'AND 11 FEET SOUTHEAST OF A 12-INCH PINE TREE.  IT IS
 GB2542'A METAL T-STAKE CEMENTED IN A POST
 GB2542'HOLE WITH NO CAP ATTACHED TO THE
 GB2542'TOP AND IT PROJECTS 4 INCHES .
 GB2542'
 GB2542'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2542'
 GB2542'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2560 ***********************************************************************
 GB2560  DESIGNATION -  TS 2L
 GB2560  PID         -  GB2560
 GB2560  STATE/COUNTY-  TN/ANDERSON
 GB2560  USGS QUAD   -  LAKE CITY (1973)
 GB2560
 GB2560                         *CURRENT SURVEY CONTROL
 GB2560  ___________________________________________________________________
 GB2560* NAD 83(1995)-  36 12 26.99846(N)    084 09 33.21419(W)     ADJUSTED  
 GB2560* NAVD 88     -       506.3    (meters)    1661.     (feet)  VERTCON   
 GB2560  ___________________________________________________________________
 GB2560  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 GB2560  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2560
 GB2560  HORZ ORDER  -  SECOND
 GB2560
 GB2560.The horizontal coordinates were established by classical geodetic methods
 GB2560.and adjusted by the National Geodetic Survey in April 1999..
 GB2560
 GB2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2560
 GB2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2560
 GB2560.The geoid height was determined by GEOID03.
 GB2560
 GB2560;                    North         East     Units Scale Factor Converg.
 GB2560;SPC TN       -   209,495.528   765,520.286   MT  0.99996958   +1 04 39.6
 GB2560;SPC TN       -   687,319.91  2,511,544.47   sFT  0.99996958   +1 04 39.6
 GB2560;UTM  16      - 4,010,705.320   755,391.677   MT  1.00040373   +1 40 44.3
 GB2560
 GB2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2560!SPC TN       -   0.99992528  x   0.99996958  =   0.99989486
 GB2560!UTM  16      -   0.99992528  x   1.00040373  =   1.00032898
 GB2560
 GB2560:                Primary Azimuth Mark                     Grid Az
 GB2560:SPC TN       -  PRUETT                                   042 59 57.4
 GB2560:UTM  16      -  PRUETT                                   042 23 52.7
 GB2560
 GB2560|---------------------------------------------------------------------|
 GB2560| PID    Reference Object                     Distance      Geod. Az  |
 GB2560|                                                           dddmmss.s |
 GB2560| GB0707 PRUETT                              APPROX. 2.2 KM 0440437.0 |
 GB2560|---------------------------------------------------------------------|
 GB2560
 GB2560                          SUPERSEDED SURVEY CONTROL
 GB2560
 GB2560  NAD 83(1995)-  36 12 27.00190(N)    084 09 33.21823(W) AD(       ) 2
 GB2560  NAD 83(1995)-  36 12 27.00244(N)    084 09 33.21804(W) AD(       ) 2
 GB2560  NAD 83(1986)-  36 12 27.00997(N)    084 09 33.21395(W) AD(       ) 2
 GB2560  NAD 27      -  36 12 26.73501(N)    084 09 33.50103(W) AD(       ) 2
 GB2560  NGVD 29 (07/19/86)  506.4    (m)         1661.     (f) VERT ANG       
 GB2560
 GB2560.Superseded values are not recommended for survey control.
 GB2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2560.See file dsdata.txt to determine how the superseded data were derived.
 GB2560
 GB2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5539210705(NAD 83)
 GB2560_MARKER: I = METAL ROD
 GB2560_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2560_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2560_MARK LOGO: TNHD  
 GB2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2560
 GB2560  HISTORY     - Date     Condition        Report By
 GB2560  HISTORY     - 1964     MONUMENTED       TNHD
 GB2560
 GB2560                          STATION DESCRIPTION
 GB2560
 GB2560'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2560'THE STATION IS LOCATED ABOUT 1/2 MILE FROM LAKE CITY.
 GB2560'
 GB2560'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY
 GB2560'ON U.S.  HIGHWAY 25W FOR
 GB2560'0.65 MILE TO RICHARDS CLEANERS ON THE RIGHT AND A
 GB2560'SERVICE STATION ON THE LEFT, TURN
 GB2560'RIGHT AND PROCEED ON OIL ROAD
 GB2560'CROSSING RAILROAD TRACK, TURN LEFT AND CONTINUE
 GB2560'SOUTHERLY FOR 0.8
 GB2560'MILE TO A GRAVELED ROAD LEADING INTO CITY DUMP, TURN RIGHT ON
 GB2560'GRAVELED ROAD
 GB2560'AND GO NORTHERLY FOR 0.3 MILE TO DUMP AND ETT.  FROM
 GB2560'HERE PACK WESTERLY UP SLOPE
 GB2560'PASSING ABOUT 100 YARDS NORTH OF A LARGE
 GB2560'ROCK FOR APPROXIMATELY 1 HOUR TO THE STATION.
 GB2560'
 GB2560'THE STATION IS 26 FEET SOUTH OF A BLAZED OAK TREE AND 20 FEET
 GB2560'NORTHEAST OF THE
 GB2560'HIGHEST POINT OF THE HILL.  IT IS A METAL T STAKE DRIVEN IN THE
 GB2560'GROUND FLUSH AND HAS
 GB2560'NO STAMPING.
 GB2560'
 GB2560'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2560'
 GB2560'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2546 ***********************************************************************
 GB2546  DESIGNATION -  TS 2M
 GB2546  PID         -  GB2546
 GB2546  STATE/COUNTY-  TN/ANDERSON
 GB2546  USGS QUAD   -  POWELL (1976)
 GB2546
 GB2546                         *CURRENT SURVEY CONTROL
 GB2546  ___________________________________________________________________
 GB2546* NAD 83(1995)-  36 00 43.75670(N)    084 06 15.55090(W)     ADJUSTED  
 GB2546* NAVD 88     -       373.8    (meters)    1226.     (feet)  VERTCON   
 GB2546  ___________________________________________________________________
 GB2546  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GB2546  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GB2546
 GB2546  HORZ ORDER  -  SECOND
 GB2546
 GB2546.The horizontal coordinates were established by classical geodetic methods
 GB2546.and adjusted by the National Geodetic Survey in April 1999..
 GB2546
 GB2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2546
 GB2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2546
 GB2546.The geoid height was determined by GEOID03.
 GB2546
 GB2546;                    North         East     Units Scale Factor Converg.
 GB2546;SPC TN       -   187,919.021   770,876.614   MT  0.99995321   +1 06 35.3
 GB2546;SPC TN       -   616,530.99  2,529,117.69   sFT  0.99995321   +1 06 35.3
 GB2546;UTM  16      - 3,989,175.925   760,975.303   MT  1.00043930   +1 42 12.6
 GB2546
 GB2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2546!SPC TN       -   0.99994615  x   0.99995321  =   0.99989937
 GB2546!UTM  16      -   0.99994615  x   1.00043930  =   1.00038543
 GB2546
 GB2546:                Primary Azimuth Mark                     Grid Az
 GB2546:SPC TN       -  SNAG                                     343 56 37.4
 GB2546:UTM  16      -  SNAG                                     343 21 00.1
 GB2546
 GB2546|---------------------------------------------------------------------|
 GB2546| PID    Reference Object                     Distance      Geod. Az  |
 GB2546|                                                           dddmmss.s |
 GB2546| GB0788 SNAG                                APPROX. 4.8 KM 3450312.7 |
 GB2546|---------------------------------------------------------------------|
 GB2546
 GB2546                          SUPERSEDED SURVEY CONTROL
 GB2546
 GB2546  NAD 83(1995)-  36 00 43.76119(N)    084 06 15.54994(W) AD(       ) 2
 GB2546  NAD 83(1995)-  36 00 43.76113(N)    084 06 15.55032(W) AD(       ) 2
 GB2546  NAD 83(1986)-  36 00 43.76806(N)    084 06 15.54781(W) AD(       ) 2
 GB2546  NAD 27      -  36 00 43.48088(N)    084 06 15.85906(W) AD(       ) 2
 GB2546  NGVD 29 (07/19/86)  373.9    (m)         1227.     (f) VERT ANG       
 GB2546
 GB2546.Superseded values are not recommended for survey control.
 GB2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2546.See file dsdata.txt to determine how the superseded data were derived.
 GB2546
 GB2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6097589176(NAD 83)
 GB2546_MARKER: I = METAL ROD
 GB2546_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2546_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2546_MARK LOGO: TNHD  
 GB2546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2546
 GB2546  HISTORY     - Date     Condition        Report By
 GB2546  HISTORY     - 1964     MONUMENTED       TNHD
 GB2546
 GB2546                          STATION DESCRIPTION
 GB2546
 GB2546'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2546'THE STATION IS ABOUT 8 MILES SOUTH OF CLINTON.
 GB2546'
 GB2546'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2546'U.S.  HIGHWAY 25W FOR
 GB2546'0.6 MILE TO THE INTERSECTION OF STATE ROUTE 61 AND
 GB2546'U.S.  HIGHWAY 25W.  TURN LEFT AND
 GB2546'GO SOUTH ON U.S.  HIGHWAY 25W FOR
 GB2546'8.35 MILES TO THE JUNCTION OF EMORY ROAD ON THE
 GB2546'RIGHT.  TURN RIGHT
 GB2546'AND GO WEST ON EMORY ROAD FOR 1.5 MILES TO THE JUNCTION OF CATE
 GB2546'ROAD ON THE
 GB2546'RIGHT.  TURN RIGHT ON CATE ROAD AND GO FOR 2.0 MILES TO A
 GB2546'BRICK HOUSE ON THE RIGHT.
 GB2546'A TRACK ROAD LEADS UPHILL JUST BEFORE
 GB2546'REACHING THE BRICK HOUSE.  FOLLOW THE TRACK
 GB2546'ROAD UPHILL, PASSING
 GB2546'THROUGH A WIRE GATE, FOR 150 YARDS TO THE STATION.
 GB2546'
 GB2546'THE STATION IS 28 FEET SOUTHEAST OF AN 18-INCH CEDAR TREE AND 1.4
 GB2546'FEET EAST OF A FENCE POST.
 GB2546'IT IS A METAL T-STAKE DRIVEN IN THE GROUND.  THE STAKE
 GB2546'HAS NO CAP AND NO STAMPING.
 GB2546'
 GB2546'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2546'
 GB2546'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2554 ***********************************************************************
 GB2554  DESIGNATION -  TS 2N
 GB2554  PID         -  GB2554
 GB2554  STATE/COUNTY-  TN/ANDERSON
 GB2554  USGS QUAD   -  CLINTON (1990)
 GB2554
 GB2554                         *CURRENT SURVEY CONTROL
 GB2554  ___________________________________________________________________
 GB2554* NAD 83(1995)-  36 04 45.79569(N)    084 09 56.12659(W)     ADJUSTED  
 GB2554* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GB2554  ___________________________________________________________________
 GB2554  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 GB2554  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2554
 GB2554  HORZ ORDER  -  SECOND
 GB2554
 GB2554.The horizontal coordinates were established by classical geodetic methods
 GB2554.and adjusted by the National Geodetic Survey in April 1999..
 GB2554
 GB2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2554
 GB2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2554
 GB2554.The geoid height was determined by GEOID03.
 GB2554
 GB2554;                    North         East     Units Scale Factor Converg.
 GB2554;SPC TN       -   195,272.296   765,214.485   MT  0.99995754   +1 04 26.2
 GB2554;SPC TN       -   640,655.86  2,510,541.19   sFT  0.99995754   +1 04 26.2
 GB2554;UTM  16      - 3,996,473.408   755,234.455   MT  1.00040277   +1 40 12.4
 GB2554
 GB2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2554!SPC TN       -   0.99995885  x   0.99995754  =   0.99991639
 GB2554!UTM  16      -   0.99995885  x   1.00040277  =   1.00036161
 GB2554
 GB2554:                Primary Azimuth Mark                     Grid Az
 GB2554:SPC TN       -  ROW                                      059 59 33.5
 GB2554:UTM  16      -  ROW                                      059 23 47.3
 GB2554
 GB2554|---------------------------------------------------------------------|
 GB2554| PID    Reference Object                     Distance      Geod. Az  |
 GB2554|                                                           dddmmss.s |
 GB2554| GB0727 ROW                                 APPROX. 2.5 KM 0610359.7 |
 GB2554|---------------------------------------------------------------------|
 GB2554
 GB2554                          SUPERSEDED SURVEY CONTROL
 GB2554
 GB2554  NAD 83(1995)-  36 04 45.80021(N)    084 09 56.12816(W) AD(       ) 2
 GB2554  NAD 83(1995)-  36 04 45.80013(N)    084 09 56.12741(W) AD(       ) 2
 GB2554  NAD 83(1986)-  36 04 45.80709(N)    084 09 56.12456(W) AD(       ) 2
 GB2554  NAD 27      -  36 04 45.52436(N)    084 09 56.41693(W) AD(       ) 2
 GB2554  NGVD 29 (07/19/86)  292.8    (m)          961.     (f) VERT ANG       
 GB2554
 GB2554.Superseded values are not recommended for survey control.
 GB2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2554.See file dsdata.txt to determine how the superseded data were derived.
 GB2554
 GB2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5523496473(NAD 83)
 GB2554_MARKER: I = METAL ROD
 GB2554_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2554_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2554_MARK LOGO: TNHD  
 GB2554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2554
 GB2554  HISTORY     - Date     Condition        Report By
 GB2554  HISTORY     - 1965     MONUMENTED       TNHD
 GB2554
 GB2554                          STATION DESCRIPTION
 GB2554
 GB2554'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2554'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CLINTON.
 GB2554'
 GB2554'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2554'U.S.  HIGHWAY 25W
 GB2554'FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 61 AND
 GB2554'U.S.  HIGHWAY 25W.  CONTINUE
 GB2554'STRAIGHT AHEAD ON STATE ROUTE 61 FOR
 GB2554'2.45 MILE TO A GRAVELED ROAD ON THE RIGHT.
 GB2554'TURN RIGHT UPHILL FOR
 GB2554'0.15 MILE TO A T INTERSECTION.  TURN RIGHT AND GO 0.1 MILE TO
 GB2554'THE STATION ON
 GB2554'THE LEFT.
 GB2554'
 GB2554'THE STATION IS 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GB2554'GRAVELED ROAD, 6
 GB2554'FEET SOUTHWEST OF A FENCE POST AND 5 FEET NORTHWEST
 GB2554'OF A BARBED WIRE FENCE.  IT IS A
 GB2554'ROUND STEEL ROD DRIVEN IN THE GROUND
 GB2554'REPRESENTING A PROPERTY LINE CORNER AND THE ROD
 GB2554'PROJECTS ABOUT 2
 GB2554'INCHES ABOVE THE GROUND.
 GB2554'
 GB2554'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2554'
 GB2554'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1688 ***********************************************************************
 FC1688  DESIGNATION -  TS 2P
 FC1688  PID         -  FC1688
 FC1688  STATE/COUNTY-  TN/ROANE
 FC1688  USGS QUAD   -  ELVERTON (1990)
 FC1688
 FC1688                         *CURRENT SURVEY CONTROL
 FC1688  ___________________________________________________________________
 FC1688* NAD 83(1995)-  35 58 33.12805(N)    084 28 57.76074(W)     ADJUSTED  
 FC1688* NAVD 88     -       288.2    (meters)     946.     (feet)  VERTCON   
 FC1688  ___________________________________________________________________
 FC1688  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FC1688  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC1688
 FC1688  HORZ ORDER  -  SECOND
 FC1688
 FC1688.The horizontal coordinates were established by classical geodetic methods
 FC1688.and adjusted by the National Geodetic Survey in April 1999..
 FC1688
 FC1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1688
 FC1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1688
 FC1688.The geoid height was determined by GEOID03.
 FC1688
 FC1688;                    North         East     Units Scale Factor Converg.
 FC1688;SPC TN       -   183,298.733   736,833.884   MT  0.99995145   +0 53 17.8
 FC1688;SPC TN       -   601,372.59  2,417,429.17   sFT  0.99995145   +0 53 17.8
 FC1688;UTM  16      - 3,984,202.030   726,969.161   MT  1.00023481   +1 28 45.8
 FC1688
 FC1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1688!SPC TN       -   0.99995949  x   0.99995145  =   0.99991095
 FC1688!UTM  16      -   0.99995949  x   1.00023481  =   1.00019429
 FC1688
 FC1688                          SUPERSEDED SURVEY CONTROL
 FC1688
 FC1688  NAD 83(1995)-  35 58 33.13636(N)    084 28 57.76024(W) AD(       ) 2
 FC1688  NAD 83(1986)-  35 58 33.14164(N)    084 28 57.75841(W) AD(       ) 2
 FC1688  NAD 27      -  35 58 32.86454(N)    084 28 58.00676(W) AD(       ) 2
 FC1688  NGVD 29 (07/19/86)  288.3    (m)          946.     (f) VERT ANG       
 FC1688
 FC1688.Superseded values are not recommended for survey control.
 FC1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1688.See file dsdata.txt to determine how the superseded data were derived.
 FC1688
 FC1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2696984202(NAD 83)
 FC1688_MARKER: Z = SEE DESCRIPTION
 FC1688_SETTING: 0 = UNSPECIFIED SETTING
 FC1688_STAMPING: TS-2P 1964
 FC1688_MARK LOGO: TNHD  
 FC1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1688
 FC1688  HISTORY     - Date     Condition        Report By
 FC1688  HISTORY     - 1965     MONUMENTED       TNHD
 FC1688
 FC1688                          STATION DESCRIPTION
 FC1688
 FC1688'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC1688'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF HARRIMAN AND 10
 FC1688'MILES SOUTHWEST OF OLIVER SPRINGS.
 FC1688'
 FC1688'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 FC1688'ROUTE 62 IN OLIVER SPRINGS, GO 10.9 MILES SOUTHWEST ON STATE ROUTE
 FC1688'61 TO A PAVED ROAD ON THE RIGHT (JUST BEFORE REACHING THE SCANDLYN
 FC1688'GROCERY), TURN RIGHT, NORTH, AND GO 0.45 MILE TO A GRAVELED ROAD
 FC1688'ON THE RIGHT, TURN RIGHT, NORTHEAST, AND GO 0.1 MILE TO A TRACK ROAD,
 FC1688'LEADING UPHILL, ON THE LEFT, TURN LEFT, NORTH, AND GO 0.15 MILE TO
 FC1688'THE INTERSECTION OF A TRACK ROAD ON THE RIGHT AND THE STATION ON THE
 FC1688'RIGHT.
 FC1688'
 FC1688'IT IS 21 FEET NORTHEAST OF A 9-INCH OAK TREE, 15 FEET SOUTHEAST OF
 FC1688'THE APPROXIMATE CENTER OF THE TRACK ROAD, 11 FEET SOUTHWEST OF
 FC1688'THE APPROXIMATE CENTER OF THE TRACK ROAD AND 2.2 FEET NORTHWEST OF A
 FC1688'WITNESS POST.  IT IS A METAL T-STAKE CEMENTED FLUSH IN A 6-INCH
 FC1688'ROUND CONCRETE POST WITH A CAP ATTACHED TO THE TOP AND THE CAP IS
 FC1688'STAMPED TS-2P 1964.
 FC1688'
 FC1688'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC1688'
 FC1688'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2565 ***********************************************************************
 GB2565  DESIGNATION -  TS 2R
 GB2565  PID         -  GB2565
 GB2565  STATE/COUNTY-  TN/ANDERSON
 GB2565  USGS QUAD   -  WINDROCK (1975)
 GB2565
 GB2565                         *CURRENT SURVEY CONTROL
 GB2565  ___________________________________________________________________
 GB2565* NAD 83(1995)-  36 01 47.14609(N)    084 16 24.83074(W)     ADJUSTED  
 GB2565* NAVD 88     -       241.1    (meters)     791.     (feet)  VERTCON   
 GB2565  ___________________________________________________________________
 GB2565  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GB2565  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB2565
 GB2565  HORZ ORDER  -  SECOND
 GB2565
 GB2565.The horizontal coordinates were established by classical geodetic methods
 GB2565.and adjusted by the National Geodetic Survey in April 1999..
 GB2565
 GB2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2565
 GB2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2565
 GB2565.The geoid height was determined by GEOID03.
 GB2565
 GB2565;                    North         East     Units Scale Factor Converg.
 GB2565;SPC TN       -   189,590.108   755,588.123   MT  0.99995421   +1 00 38.6
 GB2565;SPC TN       -   622,013.55  2,478,958.70   sFT  0.99995421   +1 00 38.6
 GB2565;UTM  16      - 3,990,689.155   745,663.622   MT  1.00034369   +1 36 16.2
 GB2565
 GB2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2565!SPC TN       -   0.99996693  x   0.99995421  =   0.99992114
 GB2565!UTM  16      -   0.99996693  x   1.00034369  =   1.00031061
 GB2565
 GB2565:                Primary Azimuth Mark                     Grid Az
 GB2565:SPC TN       -  BARK                                     049 27 04.3
 GB2565:UTM  16      -  BARK                                     048 51 26.7
 GB2565
 GB2565|---------------------------------------------------------------------|
 GB2565| PID    Reference Object                     Distance      Geod. Az  |
 GB2565|                                                           dddmmss.s |
 GB2565| GB0736 BARK                                APPROX. 3.0 KM 0502742.9 |
 GB2565|---------------------------------------------------------------------|
 GB2565
 GB2565                          SUPERSEDED SURVEY CONTROL
 GB2565
 GB2565  NAD 83(1995)-  36 01 47.15275(N)    084 16 24.83141(W) AD(       ) 2
 GB2565  NAD 83(1995)-  36 01 47.15254(N)    084 16 24.83059(W) AD(       ) 2
 GB2565  NAD 83(1986)-  36 01 47.15894(N)    084 16 24.82868(W) AD(       ) 2
 GB2565  NAD 27      -  36 01 46.87721(N)    084 16 25.10623(W) AD(       ) 2
 GB2565  NGVD 29 (07/19/86)  241.2    (m)          791.     (f) VERT ANG       
 GB2565
 GB2565.Superseded values are not recommended for survey control.
 GB2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2565.See file dsdata.txt to determine how the superseded data were derived.
 GB2565
 GB2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4566490689(NAD 83)
 GB2565_MARKER: Z = SEE DESCRIPTION
 GB2565_SETTING: 0 = UNSPECIFIED SETTING
 GB2565_MARK LOGO: TNHD  
 GB2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2565
 GB2565  HISTORY     - Date     Condition        Report By
 GB2565  HISTORY     - 1965     MONUMENTED       TNHD
 GB2565
 GB2565                          STATION DESCRIPTION
 GB2565
 GB2565'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2565'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF OLIVER SPRINGS.
 GB2565'
 GB2565'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2565'ROUTE 62 ABOUT 3 MILES
 GB2565'SOUTHEAST OF OLIVER SPRINGS, GO 1.8 MILES NORTHEAST TO
 GB2565'THE STATION ON THE RIGHT AS
 GB2565'DESCRIBED.
 GB2565'
 GB2565'THE STATION IS 33 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GB2565'ROUTE 61, 30 FEET WEST OF
 GB2565'A 5-INCH PINE TREE, 16 FEET NORTH OF A CONCRETE POST
 GB2565'AND 12 FEET NORTHEAST OF THE
 GB2565'APPROXIMATE CENTER OF A GRAVELED DRIVE.
 GB2565'IT IS A METAL T-STAKE SET IN A 6-INCH ROUND
 GB2565'CONCRETE POST, FLUSH WITH
 GB2565'THE GROUND, WITH A CAP ATTACHED TO THE TOP AND THE CAP IS
 GB2565'STAMPED TS-2R
 GB2565'1965.
 GB2565'
 GB2565'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2565'
 GB2565'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1807 ***********************************************************************
 FC1807  DESIGNATION -  TS 2S
 FC1807  PID         -  FC1807
 FC1807  STATE/COUNTY-  TN/MORGAN
 FC1807  USGS QUAD   -  HARRIMAN (1980)
 FC1807
 FC1807                         *CURRENT SURVEY CONTROL
 FC1807  ___________________________________________________________________
 FC1807* NAD 83(1995)-  35 59 13.39482(N)    084 33 55.56463(W)     ADJUSTED  
 FC1807* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 FC1807  ___________________________________________________________________
 FC1807  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 FC1807  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1807
 FC1807  HORZ ORDER  -  SECOND
 FC1807
 FC1807.The horizontal coordinates were established by classical geodetic methods
 FC1807.and adjusted by the National Geodetic Survey in April 1999..
 FC1807
 FC1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1807
 FC1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1807
 FC1807.The geoid height was determined by GEOID03.
 FC1807
 FC1807;                    North         East     Units Scale Factor Converg.
 FC1807;SPC TN       -   184,427.130   729,355.994   MT  0.99995195   +0 50 23.5
 FC1807;SPC TN       -   605,074.68  2,392,895.46   sFT  0.99995195   +0 50 23.5
 FC1807;UTM  16      - 3,985,253.483   719,478.061   MT  1.00019359   +1 25 52.1
 FC1807
 FC1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1807!SPC TN       -   0.99995550  x   0.99995195  =   0.99990745
 FC1807!UTM  16      -   0.99995550  x   1.00019359  =   1.00014908
 FC1807
 FC1807:                Primary Azimuth Mark                     Grid Az
 FC1807:SPC TN       -  VOL                                      120 34 23.3
 FC1807:UTM  16      -  VOL                                      119 58 54.7
 FC1807
 FC1807|---------------------------------------------------------------------|
 FC1807| PID    Reference Object                     Distance      Geod. Az  |
 FC1807|                                                           dddmmss.s |
 FC1807| FC1808 VOL                                 APPROX. 3.2 KM 1212446.8 |
 FC1807|---------------------------------------------------------------------|
 FC1807
 FC1807                          SUPERSEDED SURVEY CONTROL
 FC1807
 FC1807  NAD 83(1995)-  35 59 13.40283(N)    084 33 55.56447(W) AD(       ) 2
 FC1807  NAD 83(1986)-  35 59 13.40778(N)    084 33 55.56241(W) AD(       ) 2
 FC1807  NAD 27      -  35 59 13.13706(N)    084 33 55.78975(W) AD(       ) 2
 FC1807  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 FC1807
 FC1807.Superseded values are not recommended for survey control.
 FC1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1807.See file dsdata.txt to determine how the superseded data were derived.
 FC1807
 FC1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1947885253(NAD 83)
 FC1807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FC1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1807_MARK LOGO: TNHD  
 FC1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1807+STABILITY: SURFACE MOTION
 FC1807
 FC1807  HISTORY     - Date     Condition        Report By
 FC1807  HISTORY     - 1965     MONUMENTED       TNHD
 FC1807
 FC1807                          STATION DESCRIPTION
 FC1807
 FC1807'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC1807'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF HARRIMAN.
 FC1807'
 FC1807'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND U. S.
 FC1807'HIGHWAY 27 IN HARRIMAN, GO NORTHERLY ON U. S.  HIGHWAY 27 FOR
 FC1807'4.45 MILES TO THE JUNCTION OF U. S. HIGHWAY 27 AND STATE ROUTE 29A.
 FC1807'TURN LEFT, NORTHWEST, AND GO 0.3 MILE TO A POINT WHERE THE
 FC1807'MAIN ROAD TURNS LEFT, TURN LEFT, CROSSING RAILROAD AND BRIDGE OVER
 FC1807'THE EMORY RIVER, AND GO 0.15 MILE WEST TO A SIDE ROAD ON THE
 FC1807'RIGHT, TURN RIGHT, NORTH, AND GO 0.2 MILE ON THE PAVED ROAD TO A
 FC1807'PAVED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.2 MILE ON
 FC1807'THE PAVED ROAD, TO A GRAVELED ROAD ON THE LEFT, TURN LEFT
 FC1807'AND GO 0.2 MILE ON THE GRAVELED ROAD TO THE END OF THE ROAD AT A
 FC1807'HOUSE. FROM HERE PACK 170 FEET EAST TO THE STATION BETWEEN 2
 FC1807'PINE TREES.
 FC1807'
 FC1807'IT IS 29 FEET SOUTHWEST OF A 6-INCH PINE TREE AND 14 FEET EAST OF A
 FC1807'6-INCH TWIN-TRUNKED PINE TREE. IT IS A METAL T-STAKE DRIVEN
 FC1807'FLUSH WITH THE GROUND, WITH NO CAP ATTACHED.
 FC1807'
 FC1807'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC1807'
 FC1807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2601 ***********************************************************************
 GB2601  DESIGNATION -  TS 2T
 GB2601  PID         -  GB2601
 GB2601  STATE/COUNTY-  TN/MORGAN
 GB2601  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2601
 GB2601                         *CURRENT SURVEY CONTROL
 GB2601  ___________________________________________________________________
 GB2601* NAD 83(1995)-  36 02 58.32133(N)    084 30 59.81171(W)     ADJUSTED  
 GB2601* NAVD 88     -       591.3    (meters)    1940.     (feet)  VERTCON   
 GB2601  ___________________________________________________________________
 GB2601  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 GB2601  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB2601
 GB2601  HORZ ORDER  -  SECOND
 GB2601
 GB2601.The horizontal coordinates were established by classical geodetic methods
 GB2601.and adjusted by the National Geodetic Survey in April 1999..
 GB2601
 GB2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2601
 GB2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2601
 GB2601.The geoid height was determined by GEOID03.
 GB2601
 GB2601;                    North         East     Units Scale Factor Converg.
 GB2601;SPC TN       -   191,424.331   733,652.757   MT  0.99995545   +0 52 06.4
 GB2601;SPC TN       -   628,031.33  2,406,992.42   sFT  0.99995545   +0 52 06.4
 GB2601;UTM  16      - 3,992,296.509   723,703.307   MT  1.00021666   +1 27 43.3
 GB2601
 GB2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2601!SPC TN       -   0.99991186  x   0.99995545  =   0.99986732
 GB2601!UTM  16      -   0.99991186  x   1.00021666  =   1.00012850
 GB2601
 GB2601:                Primary Azimuth Mark                     Grid Az
 GB2601:SPC TN       -  COOPER                                   188 20 40.2
 GB2601:UTM  16      -  COOPER                                   187 45 03.3
 GB2601
 GB2601|---------------------------------------------------------------------|
 GB2601| PID    Reference Object                     Distance      Geod. Az  |
 GB2601|                                                           dddmmss.s |
 GB2601| GB2600 COOPER                              APPROX. 5.0 KM 1891246.6 |
 GB2601|---------------------------------------------------------------------|
 GB2601
 GB2601                          SUPERSEDED SURVEY CONTROL
 GB2601
 GB2601  NAD 83(1995)-  36 02 58.32853(N)    084 30 59.81232(W) AD(       ) 2
 GB2601  NAD 83(1995)-  36 02 58.32990(N)    084 30 59.81265(W) AD(       ) 2
 GB2601  NAD 83(1986)-  36 02 58.33412(N)    084 30 59.81046(W) AD(       ) 2
 GB2601  NAD 27      -  36 02 58.05969(N)    084 31 00.04113(W) AD(       ) 2
 GB2601  NGVD 29 (07/19/86)  591.4    (m)         1940.     (f) VERT ANG       
 GB2601
 GB2601.Superseded values are not recommended for survey control.
 GB2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2601.See file dsdata.txt to determine how the superseded data were derived.
 GB2601
 GB2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2370392297(NAD 83)
 GB2601_MARKER: Z = SEE DESCRIPTION
 GB2601_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2601_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2601_MARK LOGO: TNHD  
 GB2601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2601
 GB2601  HISTORY     - Date     Condition        Report By
 GB2601  HISTORY     - 1965     MONUMENTED       TNHD
 GB2601
 GB2601                          STATION DESCRIPTION
 GB2601
 GB2601'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2601'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF WARTBURG.
 GB2601'
 GB2601'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO
 GB2601'SOUTHEASTERLY ON U.S. HIGHWAY 27 FOR 5.8 MILES TO A PAVED ROAD ON THE
 GB2601'LEFT, TURN LEFT, NORTHEAST, AND GO 0.15 MILE TO A T INTERSECTION,
 GB2601'TURN RIGHT, SOUTHEAST, AND GO 0.8 MILE TO A SHARP BEND IN THE
 GB2601'ROAD AND A TRACK ROAD ON THE LEFT, TURN LEFT, EAST, AND GO 1.1 MILES
 GB2601'UPHILL TO THE TOP OF A STRIP MINE CUT AND A T INTERSECTION, TURN
 GB2601'RIGHT, AND GO 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GB2601'
 GB2601'THE STATION IS 17 FEET SOUTH OF A 3-INCH PINE TREE AND 13 FEET WEST
 GB2601'OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 11 FEET NORTHWEST
 GB2601'OF THE SOUTHWEST END OF A WOODEN DRAIN TROUGH.  IT IS A METAL T-STAKE
 GB2601'DRIVEN FLUSH WITH THE GROUND WITH A CAP ATTACHED TO THE TOP.
 GB2601'
 GB2601'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1689 ***********************************************************************
 FC1689  DESIGNATION -  TS 2U
 FC1689  PID         -  FC1689
 FC1689  STATE/COUNTY-  TN/ROANE
 FC1689  USGS QUAD   -  ELVERTON (1990)
 FC1689
 FC1689                         *CURRENT SURVEY CONTROL
 FC1689  ___________________________________________________________________
 FC1689* NAD 83(1995)-  35 59 37.30111(N)    084 25 07.57082(W)     ADJUSTED  
 FC1689* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 FC1689  ___________________________________________________________________
 FC1689  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FC1689  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC1689
 FC1689  HORZ ORDER  -  SECOND
 FC1689
 FC1689.The horizontal coordinates were established by classical geodetic methods
 FC1689.and adjusted by the National Geodetic Survey in April 1999..
 FC1689
 FC1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1689
 FC1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1689
 FC1689.The geoid height was determined by GEOID03.
 FC1689
 FC1689;                    North         East     Units Scale Factor Converg.
 FC1689;SPC TN       -   185,367.597   742,567.897   MT  0.99995227   +0 55 32.6
 FC1689;SPC TN       -   608,160.19  2,436,241.51   sFT  0.99995227   +0 55 32.6
 FC1689;UTM  16      - 3,986,330.617   732,683.218   MT  1.00026717   +1 31 03.6
 FC1689
 FC1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1689!SPC TN       -   0.99996188  x   0.99995227  =   0.99991415
 FC1689!UTM  16      -   0.99996188  x   1.00026717  =   1.00022904
 FC1689
 FC1689:                Primary Azimuth Mark                     Grid Az
 FC1689:SPC TN       -  HENSLEY RESET                            059 34 42.0
 FC1689:UTM  16      -  HENSLEY RESET                            058 59 11.0
 FC1689
 FC1689|---------------------------------------------------------------------|
 FC1689| PID    Reference Object                     Distance      Geod. Az  |
 FC1689|                                                           dddmmss.s |
 FC1689| GB2694 HENSLEY RESET                       APPROX. 2.3 KM 0603014.6 |
 FC1689|---------------------------------------------------------------------|
 FC1689
 FC1689                          SUPERSEDED SURVEY CONTROL
 FC1689
 FC1689  NAD 83(1995)-  35 59 37.30892(N)    084 25 07.57036(W) AD(       ) 2
 FC1689  NAD 83(1986)-  35 59 37.31446(N)    084 25 07.56884(W) AD(       ) 2
 FC1689  NAD 27      -  35 59 37.03591(N)    084 25 07.82478(W) AD(       ) 2
 FC1689  NGVD 29 (07/19/86)  273.2    (m)          896.     (f) VERT ANG       
 FC1689
 FC1689.Superseded values are not recommended for survey control.
 FC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1689.See file dsdata.txt to determine how the superseded data were derived.
 FC1689
 FC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3268386331(NAD 83)
 FC1689_MARKER: Z = SEE DESCRIPTION
 FC1689_SETTING: 0 = UNSPECIFIED SETTING
 FC1689_MARK LOGO: TNHD  
 FC1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1689
 FC1689  HISTORY     - Date     Condition        Report By
 FC1689  HISTORY     - 1965     MONUMENTED       TNHD
 FC1689
 FC1689                          STATION DESCRIPTION
 FC1689
 FC1689'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC1689'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF OLIVER SPRINGS.
 FC1689'
 FC1689'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 FC1689'STATE ROUTE 62 IN OLIVER SPRINGS, GO SOUTHWESTERLY ON STATE ROUTE
 FC1689'61 FOR 5.95 MILES TO THE STATION ON THE LEFT, NEAR THE COMMUNITY OF
 FC1689'BLAIR.
 FC1689'
 FC1689'THE STATION IS 0.1 MILE NORTHEAST OF THE SOUTHERN RAILROAD DEPOT AT
 FC1689'BLAIR, 84 FEET WEST OF A TELEPHONE POLE, 65 FEET NORTHWEST OF THE
 FC1689'NORTH RAIL OF THE MAIN LINE OF THE SOUTHERN RAILROAD AND 22 FEET
 FC1689'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 61.  IT IS A METAL
 FC1689'T-STAKE, WITHOUT A CAP, DRIVEN IN THE GROUND AND PROJECTING ABOUT 1
 FC1689'INCH ABOVE THE SURFACE.
 FC1689'
 FC1689'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2573 ***********************************************************************
 GB2573  DESIGNATION -  TS 2V
 GB2573  PID         -  GB2573
 GB2573  STATE/COUNTY-  TN/MORGAN
 GB2573  USGS QUAD   -  PETROS (1979)
 GB2573
 GB2573                         *CURRENT SURVEY CONTROL
 GB2573  ___________________________________________________________________
 GB2573* NAD 83(1995)-  36 02 10.96171(N)    084 23 26.52249(W)     ADJUSTED  
 GB2573* NAVD 88     -       354.5    (meters)    1163.     (feet)  VERTCON   
 GB2573  ___________________________________________________________________
 GB2573  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 GB2573  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB2573
 GB2573  HORZ ORDER  -  SECOND
 GB2573
 GB2573.The horizontal coordinates were established by classical geodetic methods
 GB2573.and adjusted by the National Geodetic Survey in April 1999..
 GB2573
 GB2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2573
 GB2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2573
 GB2573.The geoid height was determined by GEOID03.
 GB2573
 GB2573;                    North         East     Units Scale Factor Converg.
 GB2573;SPC TN       -   190,144.118   745,020.573   MT  0.99995461   +0 56 31.7
 GB2573;SPC TN       -   623,831.16  2,444,288.33   sFT  0.99995461   +0 56 31.7
 GB2573;UTM  16      - 3,991,133.797   735,087.117   MT  1.00028103   +1 32 08.7
 GB2573
 GB2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2573!SPC TN       -   0.99994908  x   0.99995461  =   0.99990369
 GB2573!UTM  16      -   0.99994908  x   1.00028103  =   1.00023010
 GB2573
 GB2573:                Primary Azimuth Mark                     Grid Az
 GB2573:SPC TN       -  MARLOW                                   067 46 07.2
 GB2573:UTM  16      -  MARLOW                                   067 10 30.2
 GB2573
 GB2573|---------------------------------------------------------------------|
 GB2573| PID    Reference Object                     Distance      Geod. Az  |
 GB2573|                                                           dddmmss.s |
 GB2573| GB2563 MARLOW                              APPROX. 1.7 KM 0684238.9 |
 GB2573|---------------------------------------------------------------------|
 GB2573
 GB2573                          SUPERSEDED SURVEY CONTROL
 GB2573
 GB2573  NAD 83(1995)-  36 02 10.96871(N)    084 23 26.52253(W) AD(       ) 2
 GB2573  NAD 83(1995)-  36 02 10.96895(N)    084 23 26.52038(W) AD(       ) 2
 GB2573  NAD 83(1986)-  36 02 10.97447(N)    084 23 26.52044(W) AD(       ) 2
 GB2573  NAD 27      -  36 02 10.69607(N)    084 23 26.77726(W) AD(       ) 2
 GB2573  NGVD 29 (07/19/86)  354.6    (m)         1163.     (f) VERT ANG       
 GB2573
 GB2573.Superseded values are not recommended for survey control.
 GB2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2573.See file dsdata.txt to determine how the superseded data were derived.
 GB2573
 GB2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3508791134(NAD 83)
 GB2573_MARKER: Z = SEE DESCRIPTION
 GB2573_SETTING: 0 = UNSPECIFIED SETTING
 GB2573_MARK LOGO: TNHD  
 GB2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2573
 GB2573  HISTORY     - Date     Condition        Report By
 GB2573  HISTORY     - 1965     MONUMENTED       TNHD
 GB2573
 GB2573                          STATION DESCRIPTION
 GB2573
 GB2573'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2573'THE STATION IS LOCATED ABOUT 3 MILES WEST OF OLIVER SPRINGS.
 GB2573'
 GB2573'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2573'ROUTE 62 IN OLIVER
 GB2573'SPRINGS, GO WEST ON STATE ROUTE 62 FOR 3.25 MILES
 GB2573'TO A GRAVELED DRIVE LEADING TO A
 GB2573'STRIP MINE.  TURN LEFT ON THE
 GB2573'GRAVELED DRIVE AND GO 0.3 MILES TO A TRACK ROAD
 GB2573'LEFT.  FOLLOW THE
 GB2573'TRACK ROAD UPHILL FOR 0.1 MILE AND END OF TRUCK TRAVEL.  CONTINUE
 GB2573'UPHILL FOR 20
 GB2573'YARDS TO THE STATION.
 GB2573'
 GB2573'THE STATION IS 15 FEET WEST OF A TWIN-TRUNKED OAK TREE, 9 FEET NORTH
 GB2573'OF A 12-INCH OAK
 GB2573'TREE AND 3 FEET SOUTHEAST OF A 10-INCH OAK TREE.  IT IS
 GB2573'A METAL T-STAKE DRIVEN IN THE
 GB2573'GROUND, PROJECTING ABOUT 1-INCH ABOVE
 GB2573'THE SURFACE.
 GB2573'
 GB2573'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2366 ***********************************************************************
 GC2366  DESIGNATION -  TS 2W
 GC2366  PID         -  GC2366
 GC2366  STATE/COUNTY-  TN/ROBERTSON
 GC2366  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC2366
 GC2366                         *CURRENT SURVEY CONTROL
 GC2366  ___________________________________________________________________
 GC2366* NAD 83(1995)-  36 23 24.93555(N)    086 58 16.72422(W)     ADJUSTED  
 GC2366* NAVD 88     -       214.3    (meters)     703.     (feet)  VERTCON   
 GC2366  ___________________________________________________________________
 GC2366  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GC2366  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2366
 GC2366  HORZ ORDER  -  SECOND
 GC2366
 GC2366.The horizontal coordinates were established by classical geodetic methods
 GC2366.and adjusted by the National Geodetic Survey in April 1999..
 GC2366
 GC2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2366
 GC2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2366
 GC2366.The geoid height was determined by GEOID03.
 GC2366
 GC2366;                    North         East     Units Scale Factor Converg.
 GC2366;SPC TN       -   228,650.842   512,858.256   MT  0.99999542   -0 34 07.1
 GC2366;SPC TN       -   750,165.30  1,682,602.46   sFT  0.99999542   -0 34 07.1
 GC2366;UTM  16      - 4,027,235.773   502,572.757   MT  0.99960008   +0 01 01.3
 GC2366
 GC2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2366!SPC TN       -   0.99997099  x   0.99999542  =   0.99996641
 GC2366!UTM  16      -   0.99997099  x   0.99960008  =   0.99957108
 GC2366
 GC2366:                Primary Azimuth Mark                     Grid Az
 GC2366:SPC TN       -  PINNACLE                                 152 11 26.0
 GC2366:UTM  16      -  PINNACLE                                 151 36 17.6
 GC2366
 GC2366|---------------------------------------------------------------------|
 GC2366| PID    Reference Object                     Distance      Geod. Az  |
 GC2366|                                                           dddmmss.s |
 GC2366| GC0861 PINNACLE                            APPROX. 5.0 KM 1513718.9 |
 GC2366|---------------------------------------------------------------------|
 GC2366
 GC2366                          SUPERSEDED SURVEY CONTROL
 GC2366
 GC2366  NAD 83(1995)-  36 23 24.93688(N)    086 58 16.72632(W) AD(       ) 2
 GC2366  NAD 83(1995)-  36 23 24.93957(N)    086 58 16.72762(W) AD(       ) 2
 GC2366  NAD 83(1986)-  36 23 24.94536(N)    086 58 16.72770(W) AD(       ) 2
 GC2366  NAD 27      -  36 23 24.76599(N)    086 58 16.72681(W) AD(       ) 2
 GC2366  NGVD 29 (07/19/86)  214.4    (m)          703.     (f) VERT ANG       
 GC2366
 GC2366.Superseded values are not recommended for survey control.
 GC2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2366.See file dsdata.txt to determine how the superseded data were derived.
 GC2366
 GC2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0257327236(NAD 83)
 GC2366_MARKER: Z = SEE DESCRIPTION
 GC2366_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2366_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2366_MARK LOGO: TNHD  
 GC2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2366
 GC2366  HISTORY     - Date     Condition        Report By
 GC2366  HISTORY     - 1965     MONUMENTED       TNHD
 GC2366
 GC2366                          STATION DESCRIPTION
 GC2366
 GC2366'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2366'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF JOELTON AND ABOUT 3
 GC2366'1/2 MILES EAST OF PLEASANT VIEW.
 GC2366'
 GC2366'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2366'ROUTE 49 AT PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY 41A FOR
 GC2366'3.3 MILES TO THE EAGLE COURT ON THE RIGHT AND A PAVED ROAD ON THE
 GC2366'LEFT (WALKER STORE ROAD). TURN LEFT AND GO NORTHEASTERLY ON WALKER
 GC2366'STORE ROAD FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND CONTINUE ON
 GC2366'WALKER STORE ROAD FOR 0.75 MILE TO THE JUNCTION OF MARTINS CHAPEL
 GC2366'ROAD AND WALKER STORE IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 GC2366'CONTINUE NORTHERLY ON WALKER STORE ROAD FOR 0.45 MILE TO THE
 GC2366'NORTH ONE OF TWO LARGE RED TOBACCO BARNS ON THE LEFT AND
 GC2366'THE STATION.
 GC2366'
 GC2366'THE STATION IS 24 FEET NORTHWEST OF THE APPROXIMATE CENTER OF WALKER
 GC2366'STORE ROAD, 17 FEET SUTHEAST OF THE SOUTH CORNER OF THE RED TOBACCO
 GC2366'BARN AND 12 FEET SOUTHWEST OF A 24-INCH OAK TREE. THE MARK IS A METAL
 GC2366'T-STAKE DRIVEN INTO THE GROUND WITH A CAP ATTACHED. THE CAP HAS
 GC2366'NO STAMPING AND THE MARK PROJECTS ABOUT 1 INCH.
 GC2366'
 GC2366'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2366'
 GC2366'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2473 ***********************************************************************
 GC2473  DESIGNATION -  TS 2X
 GC2473  PID         -  GC2473
 GC2473  STATE/COUNTY-  TN/MONTGOMERY
 GC2473  USGS QUAD   -  CLARKSVILLE (1984)
 GC2473
 GC2473                         *CURRENT SURVEY CONTROL
 GC2473  ___________________________________________________________________
 GC2473* NAD 83(1995)-  36 35 57.25706(N)    087 15 07.28126(W)     ADJUSTED  
 GC2473* NAVD 88     -       163.1    (meters)     535.     (feet)  VERTCON   
 GC2473  ___________________________________________________________________
 GC2473  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC2473  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2473
 GC2473  HORZ ORDER  -  SECOND
 GC2473
 GC2473.The horizontal coordinates were established by classical geodetic methods
 GC2473.and adjusted by the National Geodetic Survey in April 1999..
 GC2473
 GC2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2473
 GC2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2473
 GC2473.The geoid height was determined by GEOID03.
 GC2473
 GC2473;                    North         East     Units Scale Factor Converg.
 GC2473;SPC TN       -   252,125.295   487,972.083   MT  1.00003748   -0 43 58.7
 GC2473;SPC TN       -   827,181.07  1,600,955.08   sFT  1.00003748   -0 43 58.7
 GC2473;UTM  16      - 4,050,445.607   477,458.866   MT  0.99960626   -0 09 00.9
 GC2473
 GC2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2473!SPC TN       -   0.99997904  x   1.00003748  =   1.00001652
 GC2473!UTM  16      -   0.99997904  x   0.99960626  =   0.99958530
 GC2473
 GC2473:                Primary Azimuth Mark                     Grid Az
 GC2473:SPC TN       -  ROSS                                     176 11 47.3
 GC2473:UTM  16      -  ROSS                                     175 36 49.5
 GC2473
 GC2473|---------------------------------------------------------------------|
 GC2473| PID    Reference Object                     Distance      Geod. Az  |
 GC2473|                                                           dddmmss.s |
 GC2473| GC1283 ROSS                                APPROX. 4.7 KM 1752748.6 |
 GC2473|---------------------------------------------------------------------|
 GC2473
 GC2473                          SUPERSEDED SURVEY CONTROL
 GC2473
 GC2473  NAD 83(1995)-  36 35 57.25768(N)    087 15 07.28214(W) AD(       ) 2
 GC2473  NAD 83(1995)-  36 35 57.26344(N)    087 15 07.28427(W) AD(       ) 2
 GC2473  NAD 83(1986)-  36 35 57.26704(N)    087 15 07.28436(W) AD(       ) 2
 GC2473  NAD 27      -  36 35 57.10046(N)    087 15 07.26709(W) AD(       ) 2
 GC2473  NGVD 29 (07/19/86)  163.2    (m)          535.     (f) VERT ANG       
 GC2473
 GC2473.Superseded values are not recommended for survey control.
 GC2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2473.See file dsdata.txt to determine how the superseded data were derived.
 GC2473
 GC2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7745950446(NAD 83)
 GC2473_MARKER: Z = SEE DESCRIPTION
 GC2473_SETTING: 0 = UNSPECIFIED SETTING
 GC2473_MARK LOGO: TNHD  
 GC2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2473
 GC2473  HISTORY     - Date     Condition        Report By
 GC2473  HISTORY     - 1965     MONUMENTED       TNHD
 GC2473
 GC2473                          STATION DESCRIPTION
 GC2473
 GC2473'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2473'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CLARKSVILLE.
 GC2473'
 GC2473'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2473'ROUTE 48, 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTHEAST ON
 GC2473'U.S. HIGHWAY 79 FOR 4.65 MILES TO A GRAVELED DRIVE ON THE RIGHT, TURN
 GC2473'RIGHT ON THE GRAVELED DRIVE AND GO EAST FOR 1.1 MILES TO THE L AND
 GC2473'N RAILROAD AND E.T.T. PACK NORTHEAST ALONG RAILROAD TRACKS FOR 0.3
 GC2473'MILE OR 180 PACES NORTHEAST OF MILEPOST 170, TO THE STATION ON
 GC2473'THE LEFT.
 GC2473'
 GC2473'THE STATION IS 66 FEET SOUTHEAST OF A POWER POLE, 21 FEET NORTHWEST
 GC2473'OF THE NORTH RAIL AND 5.0 FEET NORTHWEST OF A FENCE AND METAL
 GC2473'WITNESS POST WITH SIGN. IT IS A METAL T STAKE WITHOUT A CAP, DRIVEN
 GC2473'IN THE GROUND AND PROJECTING ABOUT 1-INCH ABOVE THE SURFACE.
 GC2473'
 GC2473'ALL OBSERVATIONS WERE MADE FROM A 20 FOOT WOODEN STAND.
 GC2473'
 GC2473'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2590 ***********************************************************************
 GB2590  DESIGNATION -  TS 2Y
 GB2590  PID         -  GB2590
 GB2590  STATE/COUNTY-  TN/MORGAN
 GB2590  USGS QUAD   -  ROBBINS (1980)
 GB2590
 GB2590                         *CURRENT SURVEY CONTROL
 GB2590  ___________________________________________________________________
 GB2590* NAD 83(1995)-  36 16 14.71563(N)    084 36 13.83988(W)     ADJUSTED  
 GB2590* NAVD 88     -       684.0    (meters)    2244.     (feet)  VERTCON   
 GB2590  ___________________________________________________________________
 GB2590  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GB2590  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB2590
 GB2590  HORZ ORDER  -  SECOND
 GB2590
 GB2590.The horizontal coordinates were established by classical geodetic methods
 GB2590.and adjusted by the National Geodetic Survey in April 1999..
 GB2590
 GB2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2590
 GB2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2590
 GB2590.The geoid height was determined by GEOID03.
 GB2590
 GB2590;                    North         East     Units Scale Factor Converg.
 GB2590;SPC TN       -   215,852.434   725,443.739   MT  0.99997737   +0 49 02.5
 GB2590;SPC TN       -   708,175.86  2,380,060.00   sFT  0.99997737   +0 49 02.5
 GB2590;UTM  16      - 4,016,643.280   715,238.179   MT  1.00017084   +1 25 05.2
 GB2590
 GB2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2590!SPC TN       -   0.99989720  x   0.99997737  =   0.99987458
 GB2590!UTM  16      -   0.99989720  x   1.00017084  =   1.00006803
 GB2590
 GB2590:                Primary Azimuth Mark                     Grid Az
 GB2590:SPC TN       -  SUNBRIGHT                                257 56 46.3
 GB2590:UTM  16      -  SUNBRIGHT                                257 20 43.6
 GB2590
 GB2590|---------------------------------------------------------------------|
 GB2590| PID    Reference Object                     Distance      Geod. Az  |
 GB2590|                                                           dddmmss.s |
 GB2590| GB2594 SUNBRIGHT                           APPROX. 5.5 KM 2584548.8 |
 GB2590|---------------------------------------------------------------------|
 GB2590
 GB2590                          SUPERSEDED SURVEY CONTROL
 GB2590
 GB2590  NAD 83(1995)-  36 16 14.71921(N)    084 36 13.84063(W) AD(       ) 2
 GB2590  NAD 83(1995)-  36 16 14.72349(N)    084 36 13.84538(W) AD(       ) 2
 GB2590  NAD 83(1986)-  36 16 14.72616(N)    084 36 13.84102(W) AD(       ) 2
 GB2590  NAD 27      -  36 16 14.44197(N)    084 36 14.04109(W) AD(       ) 2
 GB2590  NGVD 29 (07/19/86)  684.1    (m)         2244.     (f) VERT ANG       
 GB2590
 GB2590.Superseded values are not recommended for survey control.
 GB2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2590.See file dsdata.txt to determine how the superseded data were derived.
 GB2590
 GB2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1523816643(NAD 83)
 GB2590_MARKER: Z = SEE DESCRIPTION
 GB2590_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2590_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2590_MARK LOGO: TNHD  
 GB2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2590
 GB2590  HISTORY     - Date     Condition        Report By
 GB2590  HISTORY     - 1965     MONUMENTED       TNHD
 GB2590
 GB2590                          STATION DESCRIPTION
 GB2590
 GB2590'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2590'THE STATION IS LOCATED ABOUT 3 MILES EAST OF SUNBRIGHT.
 GB2590'
 GB2590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND COUNTY
 GB2590'ROAD NO. 2343 IN SUNBRIGHT, GO EAST ON COUNTY ROAD NO. 2343 FOR 4.9
 GB2590'MILES. HERE, PACK NORTHERLY UP THE RIDGE FOR ABOUT 25 MINUTES TO THE
 GB2590'STATION.
 GB2590'
 GB2590'THE STATION IS A METAL T STAKE DRIVEN IN THE GROUND WITH NO CAP
 GB2590'ATTACHED. IT IS ABOUT 100 YARDS SOUTH OF THE SUMMIT, 75 FEET NORTH
 GB2590'OF A 10-INCH TRIANGLE BLAZED TREE, 11.7 FEET NORTHEAST OF AN 18-INCH
 GB2590'TRIANGLE-BLAZED TREE AND 11.5 FEET NORTH AN 8-INCH TRIANGLE-BLAZED
 GB2590'TREE.
 GB2590'
 GB2590'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2590'
 GB2590'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2449 ***********************************************************************
 GB2449  DESIGNATION -  TS 2Z
 GB2449  PID         -  GB2449
 GB2449  STATE/COUNTY-  TN/CLAY
 GB2449  USGS QUAD   -  CELINA (1981)
 GB2449
 GB2449                         *CURRENT SURVEY CONTROL
 GB2449  ___________________________________________________________________
 GB2449* NAD 83(1995)-  36 32 11.23395(N)    085 32 07.96987(W)     ADJUSTED  
 GB2449* NAVD 88     -       186.9    (meters)     613.     (feet)  VERTCON   
 GB2449  ___________________________________________________________________
 GB2449  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GB2449  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2449
 GB2449  HORZ ORDER  -  SECOND
 GB2449
 GB2449.The horizontal coordinates were established by classical geodetic methods
 GB2449.and adjusted by the National Geodetic Survey in April 1999..
 GB2449
 GB2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2449
 GB2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2449
 GB2449.The geoid height was determined by GEOID03.
 GB2449
 GB2449;                    North         East     Units Scale Factor Converg.
 GB2449;SPC TN       -   244,540.045   641,592.144   MT  1.00002344   +0 16 18.9
 GB2449;SPC TN       -   802,295.13  2,104,956.89   sFT  1.00002344   +0 16 18.9
 GB2449;UTM  16      - 4,044,449.206   631,092.150   MT  0.99981173   +0 52 19.1
 GB2449
 GB2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2449!SPC TN       -   0.99997545  x   1.00002344  =   0.99999889
 GB2449!UTM  16      -   0.99997545  x   0.99981173  =   0.99978719
 GB2449
 GB2449:                Primary Azimuth Mark                     Grid Az
 GB2449:SPC TN       -  CELINA                                   086 07 08.8
 GB2449:UTM  16      -  CELINA                                   085 31 08.6
 GB2449
 GB2449|---------------------------------------------------------------------|
 GB2449| PID    Reference Object                     Distance      Geod. Az  |
 GB2449|                                                           dddmmss.s |
 GB2449| GB2194 CELINA                              APPROX. 2.5 KM 0862327.7 |
 GB2449|---------------------------------------------------------------------|
 GB2449
 GB2449                          SUPERSEDED SURVEY CONTROL
 GB2449
 GB2449  NAD 83(1995)-  36 32 11.23476(N)    085 32 07.97030(W) AD(       ) 2
 GB2449  NAD 83(1995)-  36 32 11.24285(N)    085 32 07.97508(W) AD(       ) 2
 GB2449  NAD 83(1986)-  36 32 11.24467(N)    085 32 07.97458(W) AD(       ) 2
 GB2449  NAD 27      -  36 32 11.02355(N)    085 32 08.07918(W) AD(       ) 2
 GB2449  NGVD 29 (07/19/86)  187.0    (m)          614.     (f) VERT ANG       
 GB2449
 GB2449.Superseded values are not recommended for survey control.
 GB2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2449.See file dsdata.txt to determine how the superseded data were derived.
 GB2449
 GB2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3109244449(NAD 83)
 GB2449_MARKER: Z = SEE DESCRIPTION
 GB2449_SETTING: 0 = UNSPECIFIED SETTING
 GB2449_MARK LOGO: TNHD  
 GB2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2449
 GB2449  HISTORY     - Date     Condition        Report By
 GB2449  HISTORY     - 1966     MONUMENTED       TNHD
 GB2449
 GB2449                          STATION DESCRIPTION
 GB2449
 GB2449'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2449'THE STATION IS LOCATED ABOUT 1.7 MILES SOUTHWEST OF CELINA AND ABOUT
 GB2449'1 MILE NORTH OF THE CUMBERLAND RIVER.
 GB2449'
 GB2449'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB2449'WESTERLY FOR 0.45 MILE ON STATE ROUTE 52 TO A BRIDGE CROSSING THE
 GB2449'CUMBERLAND RIVER, CONTINUE ON STATE ROUTE 52 FOR 0.4 MILE TO A PAVED
 GB2449'ROAD ON THE LEFT, TURN LEFT, SOUTH AND GO 1.9 MILES TO A GRAVELED
 GB2449'DRIVE ON THE RIGHT, TURN RIGHT ON THE GRAVELED DRIVE AND GO 0.15 MILE
 GB2449'TO A HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.
 GB2449'
 GB2449'THE STATION IS 27 FEET SOUTH OF A CONCRETE BLOCK GARAGE, 11 FEET
 GB2449'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE AND 5 FEET
 GB2449'NORTH OF A 20-INCH OAK TREE. IT IS A METAL T STAKE WITH AN UNSTAMPED
 GB2449'CAP ATTACHED, SET IN CONCRETE AND PROJECTING ABOUT 4 INCHES.
 GB2449'
 GB2449'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2410 ***********************************************************************
 GB2410  DESIGNATION -  TS 3A
 GB2410  PID         -  GB2410
 GB2410  STATE/COUNTY-  TN/CLAY
 GB2410  USGS QUAD   -  BURRISTOWN (1979)
 GB2410
 GB2410                         *CURRENT SURVEY CONTROL
 GB2410  ___________________________________________________________________
 GB2410* NAD 83(1995)-  36 29 13.68464(N)    085 35 39.54179(W)     ADJUSTED  
 GB2410* NAVD 88     -       230.1    (meters)     755.     (feet)  VERTCON   
 GB2410  ___________________________________________________________________
 GB2410  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GB2410  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB2410
 GB2410  HORZ ORDER  -  SECOND
 GB2410
 GB2410.The horizontal coordinates were established by classical geodetic methods
 GB2410.and adjusted by the National Geodetic Survey in April 1999..
 GB2410
 GB2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2410
 GB2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2410
 GB2410.The geoid height was determined by GEOID03.
 GB2410
 GB2410;                    North         East     Units Scale Factor Converg.
 GB2410;SPC TN       -   239,043.712   636,351.961   MT  1.00001326   +0 14 15.0
 GB2410;SPC TN       -   784,262.58  2,087,764.73   sFT  1.00001326   +0 14 15.0
 GB2410;UTM  16      - 4,038,899.559   625,910.853   MT  0.99979532   +0 50 09.6
 GB2410
 GB2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2410!SPC TN       -   0.99996866  x   1.00001326  =   0.99998192
 GB2410!UTM  16      -   0.99996866  x   0.99979532  =   0.99976399
 GB2410
 GB2410:                Primary Azimuth Mark                     Grid Az
 GB2410:SPC TN       -  BUTLER                                   116 01 09.0
 GB2410:UTM  16      -  BUTLER                                   115 25 14.4
 GB2410
 GB2410|---------------------------------------------------------------------|
 GB2410| PID    Reference Object                     Distance      Geod. Az  |
 GB2410|                                                           dddmmss.s |
 GB2410| GB2406 BUTLER                              APPROX. 2.7 KM 1161524.0 |
 GB2410|---------------------------------------------------------------------|
 GB2410
 GB2410                          SUPERSEDED SURVEY CONTROL
 GB2410
 GB2410  NAD 83(1995)-  36 29 13.68571(N)    085 35 39.54244(W) AD(       ) 2
 GB2410  NAD 83(1995)-  36 29 13.69299(N)    085 35 39.54714(W) AD(       ) 2
 GB2410  NAD 83(1986)-  36 29 13.69496(N)    085 35 39.54642(W) AD(       ) 2
 GB2410  NAD 27      -  36 29 13.47288(N)    085 35 39.64472(W) AD(       ) 2
 GB2410  NGVD 29 (07/19/86)  230.2    (m)          755.     (f) VERT ANG       
 GB2410
 GB2410.Superseded values are not recommended for survey control.
 GB2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2410.See file dsdata.txt to determine how the superseded data were derived.
 GB2410
 GB2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2591138900(NAD 83)
 GB2410_MARKER: Z = SEE DESCRIPTION
 GB2410_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2410_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2410_MARK LOGO: TNHD  
 GB2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2410
 GB2410  HISTORY     - Date     Condition        Report By
 GB2410  HISTORY     - 1966     MONUMENTED       TNHD
 GB2410
 GB2410                          STATION DESCRIPTION
 GB2410
 GB2410'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2410'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF GAINESBORO.
 GB2410'
 GB2410'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 53, 56 AND 85,
 GB2410'AT THE SOUTH END OF THE CUMBERLAND RIVER BRIDGE, ABOUT 1.3 MILES
 GB2410'NORTH OF GAINESBORO, GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 FOR
 GB2410'1.25 MILES TO THE JUNCTION OF STATE ROUTE 53 AND STATE ROUTE 85,
 GB2410'KEEP LEFT AND CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 9.6 MILES TO A
 GB2410'GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE
 GB2410'GRAVELED ROAD FOR 1.0 MILE TO THE HOME OF GIRSTLE LYNN ON THE RIGHT
 GB2410'AND A GRAVELED FARM ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AND
 GB2410'FOLLOW THE FARM ROAD FOR 0.3 MILE TO A WOODEN GATE, PASS
 GB2410'THROUGH THE GATE AND CONTINUE ON THE FARM ROAD FOR 0.15 MILE TO A
 GB2410'FORK, KEEP RIGHT AND GO NORTHERLY FOR 0.25 MILE TO A BARN ON THE
 GB2410'RIGHT.  TURN RIGHT, PASSING ON THE NORTH SIDE OF THE BARN INTO AN
 GB2410'OPEN PASTURE.  GO EAST FOR ABOUT 0.5 MILE TO THE TOP OF A HILL AND
 GB2410'THE STATION.
 GB2410'
 GB2410'THE STATION IS 59 FEET EAST OF A WIRE FENCE.  THE MARK IS A METAL T
 GB2410'STAKE, WITHOUT A CAP, DRIVEN INTO THE GROUND AND PROJECTS 2
 GB2410'INCHES.
 GB2410'
 GB2410'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2410'
 GB2410'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2450 ***********************************************************************
 GB2450  DESIGNATION -  TS 3B
 GB2450  PID         -  GB2450
 GB2450  STATE/COUNTY-  TN/CLAY
 GB2450  USGS QUAD   -  CELINA (1981)
 GB2450
 GB2450                         *CURRENT SURVEY CONTROL
 GB2450  ___________________________________________________________________
 GB2450* NAD 83(1995)-  36 30 28.78943(N)    085 32 51.62778(W)     ADJUSTED  
 GB2450* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 GB2450  ___________________________________________________________________
 GB2450  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GB2450  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB2450
 GB2450  HORZ ORDER  -  SECOND
 GB2450
 GB2450.The horizontal coordinates were established by classical geodetic methods
 GB2450.and adjusted by the National Geodetic Survey in April 1999..
 GB2450
 GB2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2450
 GB2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2450
 GB2450.The geoid height was determined by GEOID03.
 GB2450
 GB2450;                    North         East     Units Scale Factor Converg.
 GB2450;SPC TN       -   241,377.112   640,520.746   MT  1.00001747   +0 15 53.3
 GB2450;SPC TN       -   791,918.07  2,101,441.81   sFT  1.00001747   +0 15 53.3
 GB2450;UTM  16      - 4,041,275.900   630,054.134   MT  0.99980839   +0 51 51.0
 GB2450
 GB2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2450!SPC TN       -   0.99997642  x   1.00001747  =   0.99999389
 GB2450!UTM  16      -   0.99997642  x   0.99980839  =   0.99978481
 GB2450
 GB2450:                Primary Azimuth Mark                     Grid Az
 GB2450:SPC TN       -  OVER                                     307 11 36.4
 GB2450:UTM  16      -  OVER                                     306 35 38.7
 GB2450
 GB2450|---------------------------------------------------------------------|
 GB2450| PID    Reference Object                     Distance      Geod. Az  |
 GB2450|                                                           dddmmss.s |
 GB2450| GB2447 OVER                                APPROX. 2.3 KM 3072729.7 |
 GB2450|---------------------------------------------------------------------|
 GB2450
 GB2450                          SUPERSEDED SURVEY CONTROL
 GB2450
 GB2450  NAD 83(1995)-  36 30 28.79029(N)    085 32 51.62832(W) AD(       ) 2
 GB2450  NAD 83(1995)-  36 30 28.79784(N)    085 32 51.63288(W) AD(       ) 2
 GB2450  NAD 83(1986)-  36 30 28.80002(N)    085 32 51.63225(W) AD(       ) 2
 GB2450  NAD 27      -  36 30 28.57697(N)    085 32 51.73592(W) AD(       ) 2
 GB2450  NGVD 29 (07/19/86)  180.8    (m)          593.     (f) VERT ANG       
 GB2450
 GB2450.Superseded values are not recommended for survey control.
 GB2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2450.See file dsdata.txt to determine how the superseded data were derived.
 GB2450
 GB2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3005441276(NAD 83)
 GB2450_MARKER: Z = SEE DESCRIPTION
 GB2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2450_MARK LOGO: TNHD  
 GB2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2450+STABILITY: SURFACE MOTION
 GB2450
 GB2450  HISTORY     - Date     Condition        Report By
 GB2450  HISTORY     - 1966     MONUMENTED       TNHD
 GB2450
 GB2450                          STATION DESCRIPTION
 GB2450
 GB2450'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2450'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF CELINA AND
 GB2450'5-1/2 MILES SOUTHWEST OF DALE HOLLOW DAM.
 GB2450'
 GB2450'TO REACH THE STATION FROM THE POST OFFICE IN CELINA GO 1.4 MILES
 GB2450'SOUTHERLY ON STATE ROUTE 52 AND 53 TO THE JUNCTION OF STATE
 GB2450'ROUTE 52 AND STATE ROUTE 53, TURN RIGHT AND GO SOUTHERLY ON STATE
 GB2450'ROUTE 53 FOR 3.0 MILES TO THE STATION ON THE RIGHT.
 GB2450'
 GB2450'THE STATION IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2450'53, 7 FEET WEST OF A HIGHWAY SIGN AND 7 FEET SOUTH OF THE EDGE OF A
 GB2450'HIGHWAY FILL. THE MARK IS A METAL T STAKE SET IN A 6-INCH, ROUND,
 GB2450'FLUSH, CONCRETE MONUMENT AND PROJECTS ABOUT 2 INCHES.
 GB2450'
 GB2450'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2450'
 GB2450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1242 ***********************************************************************
 FE1242  DESIGNATION -  TS A 1
 FE1242  PID         -  FE1242
 FE1242  STATE/COUNTY-  TN/SHELBY
 FE1242  USGS QUAD   -  ELLENDALE (1993)
 FE1242
 FE1242                         *CURRENT SURVEY CONTROL
 FE1242  ___________________________________________________________________
 FE1242* NAD 83(1995)-  35 11 47.76568(N)    089 47 45.69365(W)     ADJUSTED  
 FE1242* NAVD 88     -       101.244  (meters)     332.16   (feet)  ADJUSTED  
 FE1242  ___________________________________________________________________
 FE1242  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FE1242  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1242  DYNAMIC HT  -         101.153 (meters)     331.87  (feet)  COMP
 FE1242  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1242
 FE1242  HORZ ORDER  -  SECOND
 FE1242  VERT ORDER  -  SECOND    CLASS 0
 FE1242
 FE1242.The horizontal coordinates were established by classical geodetic methods
 FE1242.and adjusted by the National Geodetic Survey in April 1999..
 FE1242
 FE1242.The orthometric height was determined by differential leveling
 FE1242.and adjusted by the National Geodetic Survey in June 1991..
 FE1242
 FE1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1242
 FE1242.The geoid height was determined by GEOID03.
 FE1242
 FE1242.The dynamic height is computed by dividing the NAVD 88
 FE1242.geopotential number by the normal gravity value computed on the
 FE1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1242.degrees latitude (g = 980.6199 gals.).
 FE1242
 FE1242.The modeled gravity was interpolated from observed gravity values.
 FE1242
 FE1242;                    North         East     Units Scale Factor Converg.
 FE1242;SPC TN       -   102,483.870   254,381.895   MT  1.00000985   -2 13 20.4
 FE1242;SPC TN       -   336,232.50    834,584.60   sFT  1.00000985   -2 13 20.4
 FE1242;UTM  16      - 3,898,427.585   245,435.579   MT  1.00039871   -1 36 44.8
 FE1242
 FE1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1242!SPC TN       -   0.99998841  x   1.00000985  =   0.99999826
 FE1242!UTM  16      -   0.99998841  x   1.00039871  =   1.00038711
 FE1242
 FE1242:                Primary Azimuth Mark                     Grid Az
 FE1242:SPC TN       -  OAK                                      236 11 01.2
 FE1242:UTM  16      -  OAK                                      235 34 25.6
 FE1242
 FE1242|---------------------------------------------------------------------|
 FE1242| PID    Reference Object                     Distance      Geod. Az  |
 FE1242|                                                           dddmmss.s |
 FE1242| FE1236 OAK                                 APPROX. 2.1 KM 2335740.8 |
 FE1242|---------------------------------------------------------------------|
 FE1242
 FE1242                          SUPERSEDED SURVEY CONTROL
 FE1242
 FE1242  NAD 83(1995)-  35 11 47.77136(N)    089 47 45.69286(W) AD(       ) 2
 FE1242  NAD 83(1995)-  35 11 47.77222(N)    089 47 45.69352(W) AD(       ) 2
 FE1242  NAD 83(1986)-  35 11 47.77691(N)    089 47 45.69403(W) AD(       ) 2
 FE1242  NAD 27      -  35 11 47.45680(N)    089 47 45.38910(W) AD(       ) 2
 FE1242  NGVD 29 (??/??/??)  101.230  (m)          332.12   (f) ADJUSTED    2 0
 FE1242
 FE1242.Superseded values are not recommended for survey control.
 FE1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1242.See file dsdata.txt to determine how the superseded data were derived.
 FE1242
 FE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4543698428(NAD 83)
 FE1242_MARKER: B = BOLT
 FE1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1242_SP_SET: WALNUT TREE
 FE1242_STAMPING: TS-A1 1959
 FE1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1242
 FE1242  HISTORY     - Date     Condition        Report By
 FE1242  HISTORY     - 1959     MONUMENTED       CGS
 FE1242  HISTORY     - 1959     GOOD             CGS
 FE1242  HISTORY     - 20021009 POOR             USACE
 FE1242
 FE1242                          STATION DESCRIPTION
 FE1242
 FE1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1242'THE STATION IS LOCATED 4.0 MILES (AIRLINE) EAST OF BARTLETT, 3.0
 FE1242'MILES (AIRLINE) SOUTHEAST OF ELLENSDALE, AND 0.3 MILE WEST OF
 FE1242'GERMANSTOWN ROAD.
 FE1242'
 FE1242'THE STATION MARK IS THE PUNCH MARK ON THE HEAD OF A STEEL BOLT
 FE1242'(1-INCH SQUARE) THAT IS ABOUT 18 INCHES LONG AND SET IN A MASS OF
 FE1242'CONCRETE.  THE BOLT HEAD IS STAMPED TS-A1 1959 AND IS FLUSH WITH THE
 FE1242'GROUND.  IT IS 4.0 FEET SOUTHWEST OF A WITNESS SIGN AND 3.0 FEET
 FE1242'SOUTH OF AN EAST-WEST FENCE LINE.
 FE1242'
 FE1242'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 FE1242'
 FE1242'TRIANGULATION STATION OAK CAN BE USED FOR AN AZIMUTH.
 FE1242'
 FE1242'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND 64
 FE1242'(ABOUT 4 MILES NORTHEAST OF THE MEMPHIS CITY LIMITS) GO EAST ON
 FE1242'U.S. HIGHWAY 64 FOR 2.9 MILES TO THE INTERSECTION OF GERMANSTOWN
 FE1242'ROAD.  TURN RIGHT, ONTO GERMANSTOWN RD, AND GO 0.5 MILE TO A
 FE1242'DRIVEWAY ON THE RIGHT.  TURN R INTO THE DRIVEWAY AND GO 0.2 MILE TO
 FE1242'THE GATE AT THE SOUTHWEST CORNER OF A BARN.  PACK SOUTHWEST FOR
 FE1242'ABOUT 0.1 MILE TO THE HIGHEST POINT OF A KNOLL ALONG AN EAST-WEST
 FE1242'FENCE LINE AND THE STATION SITE.
 FE1242
 FE1242                          STATION RECOVERY (1959)
 FE1242
 FE1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1242'8 MI NE FROM MEMPHIS.
 FE1242'IT IS LOCATED 4.8 MILES EAST ALONG MACON ROAD THENCE 2.1 MILES
 FE1242'NORTH ALONG CORDOVA ROAD THENCE 0.2 MILE WEST UP A DRIVEWAY TO
 FE1242'FARM HOUSE AND GATE JUST BEYOND HOUSE, PASS THROUGH GATE AND GO
 FE1242'90 PACES TO FENCE LINE AND MARK FROM THE JUNCTION OF MACON ROAD
 FE1242'AND HIGHWAY 70 JUST EAST OF MEMPHIS.  IT IS A LARGE BOLT SET IN
 FE1242'CONCRETE WHICH PROJECTS 2 INCHES ABOVE THE GROUND, 52 FEET
 FE1242'WEST-NORTHWEST OF A LONE WALNUT TREE, 45 FEET WEST OF A WATER
 FE1242'PUMP, 3 FEET SOUTH OF A FENCE, 5.4 FEET SOUTHWEST OF A WITNESS
 FE1242'POST.
 FE1242
 FE1242                          STATION RECOVERY (2002)
 FE1242
 FE1242'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1242'MARK DESTROYED. SHOPPING CENTER NOW BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1118 ***********************************************************************
 FD1118  DESIGNATION -  TS A2
 FD1118  PID         -  FD1118
 FD1118  STATE/COUNTY-  TN/HUMPHREYS
 FD1118  USGS QUAD   -  DANIELS LANDING (1992)
 FD1118
 FD1118                         *CURRENT SURVEY CONTROL
 FD1118  ___________________________________________________________________
 FD1118* NAD 83(1986)-  35 52 11.     (N)    087 54 07.     (W)     SCALED    
 FD1118* NAVD 88     -       121.132  (meters)     397.41   (feet)  ADJUSTED  
 FD1118  ___________________________________________________________________
 FD1118  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1118  DYNAMIC HT  -         121.027 (meters)     397.07  (feet)  COMP
 FD1118  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1118
 FD1118  VERT ORDER  -  SECOND    CLASS 0
 FD1118
 FD1118.The horizontal coordinates were scaled from a topographic map and have
 FD1118.an estimated accuracy of +/- 6 seconds.
 FD1118
 FD1118.The orthometric height was determined by differential leveling
 FD1118.and adjusted by the National Geodetic Survey in June 1991..
 FD1118
 FD1118.The geoid height was determined by GEOID03.
 FD1118
 FD1118.The dynamic height is computed by dividing the NAVD 88
 FD1118.geopotential number by the normal gravity value computed on the
 FD1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1118.degrees latitude (g = 980.6199 gals.).
 FD1118
 FD1118.The modeled gravity was interpolated from observed gravity values.
 FD1118
 FD1118;                    North         East    Units  Estimated Accuracy
 FD1118;SPC TN       -   172,130.      428,250.      MT  (+/- 180 meters Scaled)
 FD1118
 FD1118                          SUPERSEDED SURVEY CONTROL
 FD1118
 FD1118  NGVD 29 (??/??/92)  121.165  (m)          397.52   (f) ADJ UNCH    2 0
 FD1118
 FD1118.Superseded values are not recommended for survey control.
 FD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1118.See file dsdata.txt to determine how the superseded data were derived.
 FD1118
 FD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE185698(NAD 83)
 FD1118_MARKER: DE = TRAVERSE STATION DISK
 FD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1118_STAMPING: TS-A2 1959
 FD1118_MARK LOGO: CGS   
 FD1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1118+STABILITY: SURFACE MOTION
 FD1118
 FD1118  HISTORY     - Date     Condition        Report By
 FD1118  HISTORY     - 1959     MONUMENTED       CGS
 FD1118  HISTORY     - 1967     GOOD             NGS
 FD1118  HISTORY     - 1973     GOOD             TVA
 FD1118
 FD1118                          STATION DESCRIPTION
 FD1118
 FD1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1118'6.2 MI SW FROM BUFFALO.
 FD1118'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40
 FD1118'ABOUT 15 1/2 MILES SOUTH OF WAVERLY, GO WESTERLY ON INTERSTATE
 FD1118'ROUTE 40 FOR 5.9 MILES TO THE CUBA LANDING INTERCHANGE.  HERE
 FD1118'TAKE THE OFF RAMP AND BEAR RIGHT ON A GRAVELED ROAD AND GO
 FD1118'NORTHERLY FOR 0.4 MILE TO A T CROSSROAD, TURN LEFT AND GO
 FD1118'WESTERLY ON THE GRAVELED ROAD FOR 0.35 MILE TO A POINT WHERE
 FD1118'THE ROAD CURVES RIGHT AND THE MARK ON THE RIGHT AS DESCRIBED.
 FD1118'IT IS 44 FEET WEST OF A 24-INCH OAK TREE, 21 FEET NORTH-NORTHWEST
 FD1118'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 4 FEET EAST
 FD1118'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 FD1118'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD1118'3 INCHES AND THE DISK IS STAMPED TS-A2 1959.  NOTE-- STATION IS
 FD1118'0.4 MILES NORTH OF INTERSTATE I-40.
 FD1118
 FD1118                          STATION RECOVERY (1973)
 FD1118
 FD1118'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1636 ***********************************************************************
 FD1636  DESIGNATION -  TS A2
 FD1636  PID         -  FD1636
 FD1636  STATE/COUNTY-  TN/HUMPHREYS
 FD1636  USGS QUAD   -  DANIELS LANDING (1992)
 FD1636
 FD1636                         *CURRENT SURVEY CONTROL
 FD1636  ___________________________________________________________________
 FD1636* NAD 83(1995)-  35 52 11.47751(N)    087 54 37.52914(W)     ADJUSTED  
 FD1636* NAVD 88     -       121.13   (+/-2cm)     397.4    (feet)  VERTCON   
 FD1636  ___________________________________________________________________
 FD1636  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FD1636  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1636
 FD1636  HORZ ORDER  -  SECOND
 FD1636  VERT ORDER  -  THIRD ? (See Below)
 FD1636
 FD1636.The horizontal coordinates were established by classical geodetic methods
 FD1636.and adjusted by the National Geodetic Survey in April 1999..
 FD1636
 FD1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1636.The vertical order pertains to the NGVD 29 superseded value.
 FD1636
 FD1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1636
 FD1636.The geoid height was determined by GEOID03.
 FD1636
 FD1636;                    North         East     Units Scale Factor Converg.
 FD1636;SPC TN       -   172,159.371   427,486.310   MT  0.99994860   -1 07 06.4
 FD1636;SPC TN       -   564,826.20  1,402,511.34   sFT  0.99994860   -1 07 06.4
 FD1636;UTM  16      - 3,969,896.252   417,809.879   MT  0.99968324   -0 32 00.6
 FD1636
 FD1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1636!SPC TN       -   0.99998544  x   0.99994860  =   0.99993404
 FD1636!UTM  16      -   0.99998544  x   0.99968324  =   0.99966869
 FD1636
 FD1636:                Primary Azimuth Mark                     Grid Az
 FD1636:SPC TN       -  REESE                                    137 13 40.1
 FD1636:UTM  16      -  REESE                                    136 38 34.3
 FD1636
 FD1636|---------------------------------------------------------------------|
 FD1636| PID    Reference Object                     Distance      Geod. Az  |
 FD1636|                                                           dddmmss.s |
 FD1636| FD1114 REESE                               APPROX. 1.1 KM 1360633.7 |
 FD1636| CG7693 TS A2 RM 3                           15.509 METERS 23950     |
 FD1636| CG7691 TS A2 RM 1                           15.493 METERS 23951     |
 FD1636| CG7694 TS A2 RM 4                            7.102 METERS 32528     |
 FD1636| CG7692 TS A2 RM 2                            7.018 METERS 32556     |
 FD1636|---------------------------------------------------------------------|
 FD1636
 FD1636                          SUPERSEDED SURVEY CONTROL
 FD1636
 FD1636  NAD 83(1995)-  35 52 11.47893(N)    087 54 37.53398(W) AD(       ) 2
 FD1636  NAD 83(1986)-  35 52 11.48768(N)    087 54 37.52988(W) AD(       ) 2
 FD1636  NAD 27      -  35 52 11.26060(N)    087 54 37.42390(W) AD(       ) 2
 FD1636  NGVD 29 (07/19/86)  121.16   (m)          397.5    (f) LEVELING    3  
 FD1636
 FD1636.Superseded values are not recommended for survey control.
 FD1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1636.See file dsdata.txt to determine how the superseded data were derived.
 FD1636
 FD1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1781069896(NAD 83)
 FD1636_MARKER: DE = TRAVERSE STATION DISK
 FD1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1636_STAMPING: TS-A2 1959
 FD1636_MARK LOGO: CGS   
 FD1636
 FD1636  HISTORY     - Date     Condition        Report By
 FD1636  HISTORY     - 1959     MONUMENTED       CGS
 FD1636  HISTORY     - 1967     GOOD             CGS
 FD1636
 FD1636                          STATION DESCRIPTION
 FD1636
 FD1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1636'THE STATION IS LOCATED ON THE NORTH SIDE OF AN EAST-WEST GRADED ROAD,
 FD1636'ABOUT 15.0 MILES
 FD1636'SOUTH-SOUTHWEST OF WAVERLY, ABOUT 6.0 MILES WEST-SOUTHWEST
 FD1636'OF THE VILLAGE OF BUFFALO AND
 FD1636'ABOUT 1.0 MILE EAST OF THE TENNESSEE RIVER.
 FD1636'RIVER.
 FD1636'
 FD1636'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1636'STATE HIGHWAY NO 13 FOR
 FD1636'10.85 MILES TO A STEEL BRIDGE OVER DUCK RIVER, CONTINUE
 FD1636'SOUTH ON STATE HIGHWAY NO 13
 FD1636'FOR 4.25 MILES TO A SIDE ROAD ON THE
 FD1636'RIGHT, TURN RIGHT AND GO WEST FOR 0.4 MILE TO A T-JUNCTION AT
 FD1636'T-JUNCTION AT
 FD1636'BUFFALO, TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.3 MILES
 FD1636'TO A FORKS, TURN
 FD1636'RIGHT AND GO WEST FOR 0.25 MILE TO THE BUFFALO RIVER
 FD1636'BRIDGE, CONTINUE SOUTHWEST ON
 FD1636'THE GRAVELED ROAD FOR 1.45 MILES TO A
 FD1636'REVERSE Y, KEEP LEFT OR STRAIGHT AHEAD FOR 4.3
 FD1636'MILES TO A SIDE ROAD
 FD1636'ON THE LEFT, KEEP RIGHT OR STRAIGHT AHEAD AND GO WEST FOR 0.35
 FD1636'MILE TO THE
 FD1636'STATION ON THE RIGHT.
 FD1636'
 FD1636'STATION MARK IS 44 FEET WEST OF A 24-INCH OAK TREE, 21 FEET
 FD1636'NORTH-NORTHWEST OF THE
 FD1636'CENTER OF THE GRAVELED ROAD AND 4 FEET EAST OF A WITNESS SIGN.
 FD1636'THE MARK IS A STANDARD
 FD1636'TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FD1636'POST, PROJECTS 4 INCHES ABOVE THE SURFACE
 FD1636'OF THE GROUND AND IS  STAMPED TS-A2 1959.
 FD1636'STAMPED TS-A2 1959.
 FD1636'
 FD1636'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 FD1636'INCHES BELOW THE SURFACE OF
 FD1636'THE GROUND AND IS STAMPED TS-A2 1959.
 FD1636'
 FD1636'REFERENCE MARK NO 1 IS 27 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 FD1636'GRAVELED ROAD AND 1 FOOT
 FD1636'NORTHEAST OF A WIRE FENCE.  THE MARK PROJECTS 2
 FD1636'INCHES ABOVE THE SURFACE OF THE
 FD1636'GROUND AND IS STAMPED TS-A2 NO 1 1959.
 FD1636'1959.
 FD1636'
 FD1636'REFERENCE MARK NO 2 IS 22 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 FD1636'GRAVELED ROAD AND IS
 FD1636'ABOUT 2 FEET HIGHER THAT THE STATION.  THE MARK PROJECTS
 FD1636'4 INCHES ABOVE THE SURFACE OF
 FD1636'THE GROUND AND IS STAMPED TS-A2 NO 2 1959.
 FD1636'1959.
 FD1636'
 FD1636'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FD1636'
 FD1636'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FD1636
 FD1636                          STATION RECOVERY (1967)
 FD1636
 FD1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FD1636'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION MARK WAS FOUND
 FD1636'IN EXCELLENT
 FD1636'CONDITION.  BOTH REFERENCE MARK NO 1 AND REFERENCE MARK
 FD1636'NO 2 HAD BEEN DISTURBED BY
 FD1636'GRADING EQUIPMENT AND WERE BADLY TILTED.
 FD1636'TWO NEW REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED.
 FD1636'
 FD1636'DUE TO CHANGES IN ROADS CREATED BY THE CONSTRUCTION OF INTERSTATE
 FD1636'ROUTE 40, THE
 FD1636'ORIGINAL TO REACH IS NO LONGER ADEQUATE.
 FD1636'
 FD1636'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1636'
 FD1636'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF A GRAVELED ROAD
 FD1636'ABOUT 15 MILES
 FD1636'SOUTH-SOUTHWEST OF WAVERLY, ABOUT 6 MILES
 FD1636'WEST-SOUTHWEST OF THE SMALL
 FD1636'COMMUNITY OF BUFFALO, AND ABOUT 1 MILE
 FD1636'EAST OF THE TENNESSEE RIVER.
 FD1636'
 FD1636'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 FD1636'COUNTY COURTHOUSE
 FD1636'AT THE JUNCTION OF U S HIGHWAY 70 AND STATE ROUTE
 FD1636'13 IN WAVERLY, GO SOUTHERLY ON STATE
 FD1636'ROUTE 13 FOR 15.35 MILES TO THE
 FD1636'BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40.  HERE TURN
 FD1636'RIGHT AND GO
 FD1636'WESTERLY ON INTERSTATE ROUTE 40 FOR 5.9 MILES TO THE CUBA LANDING
 FD1636'INTERCHANGE HERE
 FD1636'TAKE THE OFF RAMP AND BEAR RIGHT ON A GRAVELED ROAD
 FD1636'AND GO 0.4 MILE TO A T CROSSROAD,
 FD1636'TURN LEFT AND GO WESTERLY ON A
 FD1636'GRAVELED ROAD FOR 0.35 MILE TO A POINT WHERE THE
 FD1636'ROAD CURVES RIGHT AND THE STATION.
 FD1636'AND THE STATION AS DESCRIBED.
 FD1636'
 FD1636'THE STATION IS 44 FEET WEST OF A 24-INCH OAK TREE, 21 FEET
 FD1636'NORTH-NORTHWEST OF THE
 FD1636'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 4 FOOT EAST OF A
 FD1636'METAL WITNESS POST AND
 FD1636'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1636'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1636'PROJECTS 3 INCHES AND THE
 FD1636'DISK IS STAMPED TS-A2 1959.
 FD1636'
 FD1636'REFERENCE MARK NO 3 IS ACROSS THE GRAVELED ROAD SOUTHWEST OF THE
 FD1636'STATION, 29.3 FEET
 FD1636'NORTH-NORTHEAST OF A 48-INCH OAK TREE AND 28 FEET
 FD1636'SOUTHWEST OF THE APPROXIMATE CENTER
 FD1636'OF THE GRAVELED ROAD.  IT IS A
 FD1636'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1636'CONCRETE MONUMENT
 FD1636'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED TS-A2 NO 3 1959 1967.
 FD1636'
 FD1636'REFERENCE MARK NO 4 IS 23 FOOT NORTH-NORTHWEST OF THE APPROXIMATE
 FD1636'CENTER OF THE
 FD1636'GRAVELED ROAD AND 20 FEET WEST OF THE METAL WITNESS
 FD1636'POST AND SIGN.  IT IS A STANDARD
 FD1636'DISK SET IN THE TOP OF A 10-INCH,
 FD1636'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1636'STAMPED TS-A2 NO 4  1959 1967.
 FD1636'
 FD1636'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 FD1636'REFERENCE MARK NO
 FD1636'4 IS 54.34 FEET - 16.563 METERS.
 FD1636'
 FD1636'NO AZIMUTH MARK WAS SET FOR THIS STATION.  TRAVERSE STATION REESE
 FD1636'1959 1967 WILL
 FD1636'SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1117 ***********************************************************************
 FD1117  DESIGNATION -  TS A2 RM 1
 FD1117  PID         -  FD1117
 FD1117  STATE/COUNTY-  TN/HUMPHREYS
 FD1117  USGS QUAD   -  DANIELS LANDING (1992)
 FD1117
 FD1117                         *CURRENT SURVEY CONTROL
 FD1117  ___________________________________________________________________
 FD1117* NAD 83(1986)-  35 52 11.     (N)    087 54 07.     (W)     SCALED    
 FD1117* NAVD 88     -       121.327  (meters)     398.05   (feet)  ADJUSTED  
 FD1117  ___________________________________________________________________
 FD1117  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1117  DYNAMIC HT  -         121.222 (meters)     397.71  (feet)  COMP
 FD1117  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1117
 FD1117  VERT ORDER  -  SECOND    CLASS 0
 FD1117
 FD1117.The horizontal coordinates were scaled from a topographic map and have
 FD1117.an estimated accuracy of +/- 6 seconds.
 FD1117
 FD1117.The orthometric height was determined by differential leveling
 FD1117.and adjusted by the National Geodetic Survey in June 1991..
 FD1117
 FD1117.The geoid height was determined by GEOID03.
 FD1117
 FD1117.The dynamic height is computed by dividing the NAVD 88
 FD1117.geopotential number by the normal gravity value computed on the
 FD1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1117.degrees latitude (g = 980.6199 gals.).
 FD1117
 FD1117.The modeled gravity was interpolated from observed gravity values.
 FD1117
 FD1117;                    North         East    Units  Estimated Accuracy
 FD1117;SPC TN       -   172,130.      428,250.      MT  (+/- 180 meters Scaled)
 FD1117
 FD1117                          SUPERSEDED SURVEY CONTROL
 FD1117
 FD1117  NGVD 29 (??/??/92)  121.361  (m)          398.17   (f) ADJ UNCH    2 0
 FD1117
 FD1117.Superseded values are not recommended for survey control.
 FD1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1117.See file dsdata.txt to determine how the superseded data were derived.
 FD1117
 FD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE185698(NAD 83)
 FD1117_MARKER: DR = REFERENCE MARK DISK
 FD1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1117_STAMPING: TS-A2 NO 1 1959
 FD1117_MARK LOGO: CGS   
 FD1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1117+STABILITY: SURFACE MOTION
 FD1117
 FD1117  HISTORY     - Date     Condition        Report By
 FD1117  HISTORY     - 1959     MONUMENTED       CGS
 FD1117  HISTORY     - 1973     GOOD             TVA
 FD1117
 FD1117                          STATION DESCRIPTION
 FD1117
 FD1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1117'7.8 MI SW FROM BUFFALO.
 FD1117'THIS MARK IS LOCATED AT THE TS-A2 1959 STATION SITE, 50.8 FT.
 FD1117'SOUTHWEST OF THE STATION MARK, 27 FT. SOUTH-SOUTHWEST OF THE
 FD1117'CENTER OF THE GRAVELED ROAD, AND 1 FT. NORTHEAST OF A FENCE,
 FD1117'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND
 FD1117'ABOUT LEVEL WITH THE ROAD.
 FD1117
 FD1117                          STATION RECOVERY (1973)
 FD1117
 FD1117'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1119 ***********************************************************************
 FD1119  DESIGNATION -  TS A2 RM 2
 FD1119  PID         -  FD1119
 FD1119  STATE/COUNTY-  TN/HUMPHREYS
 FD1119  USGS QUAD   -  DANIELS LANDING (1992)
 FD1119
 FD1119                         *CURRENT SURVEY CONTROL
 FD1119  ___________________________________________________________________
 FD1119* NAD 83(1986)-  35 52 11.     (N)    087 54 07.     (W)     SCALED    
 FD1119* NAVD 88     -       121.676  (meters)     399.20   (feet)  ADJUSTED  
 FD1119  ___________________________________________________________________
 FD1119  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1119  DYNAMIC HT  -         121.571 (meters)     398.85  (feet)  COMP
 FD1119  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1119
 FD1119  VERT ORDER  -  SECOND    CLASS 0
 FD1119
 FD1119.The horizontal coordinates were scaled from a topographic map and have
 FD1119.an estimated accuracy of +/- 6 seconds.
 FD1119
 FD1119.The orthometric height was determined by differential leveling
 FD1119.and adjusted by the National Geodetic Survey in June 1991..
 FD1119
 FD1119.The geoid height was determined by GEOID03.
 FD1119
 FD1119.The dynamic height is computed by dividing the NAVD 88
 FD1119.geopotential number by the normal gravity value computed on the
 FD1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1119.degrees latitude (g = 980.6199 gals.).
 FD1119
 FD1119.The modeled gravity was interpolated from observed gravity values.
 FD1119
 FD1119;                    North         East    Units  Estimated Accuracy
 FD1119;SPC TN       -   172,130.      428,250.      MT  (+/- 180 meters Scaled)
 FD1119
 FD1119                          SUPERSEDED SURVEY CONTROL
 FD1119
 FD1119  NGVD 29 (??/??/92)  121.710  (m)          399.31   (f) ADJ UNCH    2 0
 FD1119
 FD1119.Superseded values are not recommended for survey control.
 FD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1119.See file dsdata.txt to determine how the superseded data were derived.
 FD1119
 FD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE185698(NAD 83)
 FD1119_MARKER: DE = TRAVERSE STATION DISK
 FD1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1119_STAMPING: TS-A2 NO 2 1959
 FD1119_MARK LOGO: CGS   
 FD1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1119+STABILITY: SURFACE MOTION
 FD1119
 FD1119  HISTORY     - Date     Condition        Report By
 FD1119  HISTORY     - 1959     MONUMENTED       CGS
 FD1119  HISTORY     - 1973     POOR             TVA
 FD1119
 FD1119                          STATION DESCRIPTION
 FD1119
 FD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1119'7.8 MI SW FROM BUFFALO.
 FD1119'THIS MARK IS LOCATED AT THE TS-A2 1959 STATION SITE, 23 FT.
 FD1119'NORTH-NORTHWEST OF THE STATION MARK, 22 FT. NORTH-NORTHWEST
 FD1119'OF THE CENTER OF A GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE
 FD1119'POST PROJECTING 4 INCHES, AND ABOUT LEVEL WITH THE ROAD.  NOTE--
 FD1119'TS A2 RM 2 IS NOW RM 4.
 FD1119
 FD1119                          STATION RECOVERY (1973)
 FD1119
 FD1119'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1119'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1675 ***********************************************************************
 FC1675  DESIGNATION -  TS A3
 FC1675  PID         -  FC1675
 FC1675  STATE/COUNTY-  TN/LOUDON
 FC1675  USGS QUAD   -  PHILADELPHIA (1974)
 FC1675
 FC1675                         *CURRENT SURVEY CONTROL
 FC1675  ___________________________________________________________________
 FC1675* NAD 83(1995)-  35 40 00.78045(N)    084 26 47.50458(W)     ADJUSTED  
 FC1675* NAVD 88     -       316.0    (meters)    1037.     (feet)  VERTCON   
 FC1675  ___________________________________________________________________
 FC1675  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FC1675  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC1675
 FC1675  HORZ ORDER  -  SECOND
 FC1675
 FC1675.The horizontal coordinates were established by classical geodetic methods
 FC1675.and adjusted by the National Geodetic Survey in April 1999..
 FC1675
 FC1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1675
 FC1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1675
 FC1675.The geoid height was determined by GEOID03.
 FC1675
 FC1675;                    North         East     Units Scale Factor Converg.
 FC1675;SPC TN       -   149,072.276   740,640.783   MT  0.99995264   +0 54 34.1
 FC1675;SPC TN       -   489,081.29  2,429,918.97   sFT  0.99995264   +0 54 34.1
 FC1675;UTM  16      - 3,950,006.119   731,126.915   MT  1.00025833   +1 29 22.3
 FC1675
 FC1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1675!SPC TN       -   0.99995519  x   0.99995264  =   0.99990783
 FC1675!UTM  16      -   0.99995519  x   1.00025833  =   1.00021351
 FC1675
 FC1675:                Primary Azimuth Mark                     Grid Az
 FC1675:SPC TN       -  MODON                                    260 20 15.0
 FC1675:UTM  16      -  MODON                                    259 45 26.8
 FC1675
 FC1675|---------------------------------------------------------------------|
 FC1675| PID    Reference Object                     Distance      Geod. Az  |
 FC1675|                                                           dddmmss.s |
 FC1675| FC0298 MODON                               APPROX. 0.8 KM 2611449.1 |
 FC1675|---------------------------------------------------------------------|
 FC1675
 FC1675                          SUPERSEDED SURVEY CONTROL
 FC1675
 FC1675  NAD 83(1995)-  35 40 00.78656(N)    084 26 47.50445(W) AD(       ) 2
 FC1675  NAD 83(1986)-  35 40 00.79163(N)    084 26 47.50269(W) AD(       ) 2
 FC1675  NAD 27      -  35 40 00.52460(N)    084 26 47.75960(W) AD(       ) 2
 FC1675  NGVD 29 (07/19/86)  316.1    (m)         1037.     (f) VERT ANG       
 FC1675
 FC1675.Superseded values are not recommended for survey control.
 FC1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1675.See file dsdata.txt to determine how the superseded data were derived.
 FC1675
 FC1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3112750006(NAD 83)
 FC1675_MARKER: Z = SEE DESCRIPTION
 FC1675_SETTING: 0 = UNSPECIFIED SETTING
 FC1675_MARK LOGO: CGS   
 FC1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1675
 FC1675  HISTORY     - Date     Condition        Report By
 FC1675  HISTORY     - 1961     MONUMENTED       CGS
 FC1675
 FC1675                          STATION DESCRIPTION
 FC1675
 FC1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1675'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SWEETWATER, 3 MILES
 FC1675'SOUTHWEST OF PHILADELPHIA, AND ABOUT 0.1 MILE NORTH OF MONROE AND
 FC1675'LOUDON COUNTY LINE.
 FC1675'
 FC1675'TO REACH THE STATION FROM THE POST OFFICE IN PHILADELPHIA, GO WEST
 FC1675'FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, SOUTH, FOR 0.25 MILE TO A
 FC1675'SIDE ROAD, RIGHT, TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE
 FC1675'LEFT FORK AND GO 1.35 MILE TO A FORK, TAKE LEFT FORK FOR 0.35 MILE TO
 FC1675'THE STATION ON THE RIGHT.  THE STATION IS 13 FEET NORTHWEST OF A
 FC1675'GRAVELED ROAD, 2.4 FEET SOUTH OF A METAL WITNESS POST, AND 3
 FC1675'FEET SOUTHEAST OF A WIRE FENCE.
 FC1675'
 FC1675'THE STATION IS MARKED WITH A T-IRON STAKE SET IN CONCRETE AND IS
 FC1675'FLUSH WITH THE GROUND.  A ONE INCH CAP IS PINNED TO THE TOP,
 FC1675'STAMPED TS A3 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2555 ***********************************************************************
 FE2555  DESIGNATION -  TS B 1
 FE2555  PID         -  FE2555
 FE2555  STATE/COUNTY-  TN/SHELBY
 FE2555  USGS QUAD   -  ELLENDALE (1993)
 FE2555
 FE2555                         *CURRENT SURVEY CONTROL
 FE2555  ___________________________________________________________________
 FE2555* NAD 83(1995)-  35 11 23.76704(N)    089 50 11.07822(W)     ADJUSTED  
 FE2555* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 FE2555  ___________________________________________________________________
 FE2555  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE2555  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2555
 FE2555  HORZ ORDER  -  SECOND
 FE2555
 FE2555.The horizontal coordinates were established by classical geodetic methods
 FE2555.and adjusted by the National Geodetic Survey in April 1999..
 FE2555
 FE2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2555
 FE2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2555
 FE2555.The geoid height was determined by GEOID03.
 FE2555
 FE2555;                    North         East     Units Scale Factor Converg.
 FE2555;SPC TN       -   101,888.220   250,677.873   MT  1.00001114   -2 14 45.6
 FE2555;SPC TN       -   334,278.27    822,432.32   sFT  1.00001114   -2 14 45.6
 FE2555;UTM  16      - 3,897,792.269   241,736.632   MT  1.00042210   -1 38 07.8
 FE2555
 FE2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2555!SPC TN       -   0.99999161  x   1.00001114  =   1.00000275
 FE2555!UTM  16      -   0.99999161  x   1.00042210  =   1.00041371
 FE2555
 FE2555:                Primary Azimuth Mark                     Grid Az
 FE2555:SPC TN       -  BARTLETT                                 353 29 38.2
 FE2555:UTM  16      -  BARTLETT                                 352 53 00.4
 FE2555
 FE2555|---------------------------------------------------------------------|
 FE2555| PID    Reference Object                     Distance      Geod. Az  |
 FE2555|                                                           dddmmss.s |
 FE2555| FE1248 BARTLETT                            APPROX. 1.2 KM 3511452.6 |
 FE2555|---------------------------------------------------------------------|
 FE2555
 FE2555                          SUPERSEDED SURVEY CONTROL
 FE2555
 FE2555  NAD 83(1995)-  35 11 23.77238(N)    089 50 11.07701(W) AD(       ) 2
 FE2555  NAD 83(1995)-  35 11 23.77352(N)    089 50 11.07771(W) AD(       ) 2
 FE2555  NAD 83(1986)-  35 11 23.77808(N)    089 50 11.07871(W) AD(       ) 2
 FE2555  NAD 27      -  35 11 23.45720(N)    089 50 10.76860(W) AD(       ) 2
 FE2555  NGVD 29 (07/19/86)   80.8    (m)          265.     (f) VERT ANG       
 FE2555
 FE2555.Superseded values are not recommended for survey control.
 FE2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2555.See file dsdata.txt to determine how the superseded data were derived.
 FE2555
 FE2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4173797792(NAD 83)
 FE2555_MARKER: B = BOLT
 FE2555_SETTING: 0 = UNSPECIFIED SETTING
 FE2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2555
 FE2555  HISTORY     - Date     Condition        Report By
 FE2555  HISTORY     - 1959     MONUMENTED       CGS
 FE2555  HISTORY     - 1963     MARK NOT FOUND   USE
 FE2555
 FE2555                          STATION DESCRIPTION
 FE2555
 FE2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2555'THE STATION IS LOCATED 2 MILES AIRLINE SOUTHEAST OF THE SMALL VILLAGE
 FE2555'OF BARTLETT, AND 1 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAYS
 FE2555'64 AND 70 AND AT THE INTERSECTION OF WMC ROAD AND ELMORE ROAD.
 FE2555'
 FE2555'IT IS 69 FEET WEST OF THE CENTER OF WMC ROAD, 25 FEET SOUTH OF A
 FE2555'FENCE, 11 FEET NORTH OF THE CENTER OF ELMORE ROAD AND 6 FEET
 FE2555'SOUTHEAST OF A METAL WITNESS POST.  IT IS A 1 INCH SQUARE BOLT SET IN
 FE2555'CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 FE2555'STAMPED TS B1 1959.
 FE2555'
 FE2555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND 70
 FE2555'WHICH IS ABOUT 2 MILES EAST OF BARTLETT GO SOUTHWEST ON U.S. HIGHWAYS
 FE2555'64 AND 70 FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT ON WMC ROAD AND
 FE2555'GO 0.9 MILE TO THE INTERSECTION OF WMC ROAD AND ELMORE ROAD AND
 FE2555'THE STATION AS DESCRIBED.
 FE2555
 FE2555                          STATION RECOVERY (1963)
 FE2555
 FE2555'RECOVERY NOTE BY US ENGINEERS 1963
 FE2555'A THOROUGH SEARCH WAS MADE FOR THE STATION MARK.  THE SHOULDER OF
 FE2555'THE ROAD HAD CAVED.  THE WITNESS POST WAS FOUND IN THE BOTTOM OF
 FE2555'THE DITCH.  IT IS PROBABLE THE STATION MARK CAVED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1150 ***********************************************************************
 FD1150  DESIGNATION -  TS B2
 FD1150  PID         -  FD1150
 FD1150  STATE/COUNTY-  TN/HICKMAN
 FD1150  USGS QUAD   -  BUCKSNORT (1968)
 FD1150
 FD1150                         *CURRENT SURVEY CONTROL
 FD1150  ___________________________________________________________________
 FD1150* NAD 83(1986)-  35 52 42.     (N)    087 41 07.     (W)     SCALED    
 FD1150* NAVD 88     -       171.283  (meters)     561.95   (feet)  ADJUSTED  
 FD1150  ___________________________________________________________________
 FD1150  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FD1150  DYNAMIC HT  -         171.135 (meters)     561.47  (feet)  COMP
 FD1150  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 FD1150
 FD1150  VERT ORDER  -  SECOND    CLASS 0
 FD1150
 FD1150.The horizontal coordinates were scaled from a topographic map and have
 FD1150.an estimated accuracy of +/- 6 seconds.
 FD1150
 FD1150.The orthometric height was determined by differential leveling
 FD1150.and adjusted by the National Geodetic Survey in June 1991..
 FD1150
 FD1150.The geoid height was determined by GEOID03.
 FD1150
 FD1150.The dynamic height is computed by dividing the NAVD 88
 FD1150.geopotential number by the normal gravity value computed on the
 FD1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1150.degrees latitude (g = 980.6199 gals.).
 FD1150
 FD1150.The modeled gravity was interpolated from observed gravity values.
 FD1150
 FD1150;                    North         East    Units  Estimated Accuracy
 FD1150;SPC TN       -   172,730.      447,830.      MT  (+/- 180 meters Scaled)
 FD1150
 FD1150                          SUPERSEDED SURVEY CONTROL
 FD1150
 FD1150  NGVD 29 (??/??/92)  171.309  (m)          562.04   (f) ADJ UNCH    2 0
 FD1150
 FD1150.Superseded values are not recommended for survey control.
 FD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1150.See file dsdata.txt to determine how the superseded data were derived.
 FD1150
 FD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE381706(NAD 83)
 FD1150_MARKER: DE = TRAVERSE STATION DISK
 FD1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1150_STAMPING: TS-B2 1959
 FD1150_MARK LOGO: CGS   
 FD1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1150+STABILITY: SURFACE MOTION
 FD1150
 FD1150  HISTORY     - Date     Condition        Report By
 FD1150  HISTORY     - 1959     MONUMENTED       CGS
 FD1150
 FD1150                          STATION DESCRIPTION
 FD1150
 FD1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1150'1.8 MI NE FROM ONLY.
 FD1150'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1150'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 0.9
 FD1150'MILE NORTHWEST ON A GRAVELED ROAD, 60 FT. SOUTH OF A ROAD
 FD1150'FORKS, 37 FT. WEST-SOUTHWEST OF THE CENTER OF THE GRAVELED
 FD1150'ROAD, 12 FT. NORTHWEST OF A 12-INCH TRIANGLE BLAZED OAK TREE,
 FD1150'AND 7 FT. WEST-SOUTHWEST OF A WITNESS SIGN, A DISK SET IN TOP
 FD1150'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND
 FD1150'AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1622 ***********************************************************************
 FD1622  DESIGNATION -  TS B2
 FD1622  PID         -  FD1622
 FD1622  STATE/COUNTY-  TN/HICKMAN
 FD1622  USGS QUAD   -  BUCKSNORT (1968)
 FD1622
 FD1622                         *CURRENT SURVEY CONTROL
 FD1622  ___________________________________________________________________
 FD1622* NAD 83(1995)-  35 52 43.00303(N)    087 41 07.30066(W)     ADJUSTED  
 FD1622* NAVD 88     -       171.28   (+/-2cm)     561.9    (feet)  VERTCON   
 FD1622  ___________________________________________________________________
 FD1622  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FD1622  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FD1622
 FD1622  HORZ ORDER  -  SECOND
 FD1622  VERT ORDER  -  THIRD ? (See Below)
 FD1622
 FD1622.The horizontal coordinates were established by classical geodetic methods
 FD1622.and adjusted by the National Geodetic Survey in April 1999..
 FD1622
 FD1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1622.The vertical order pertains to the NGVD 29 superseded value.
 FD1622
 FD1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1622
 FD1622.The geoid height was determined by GEOID03.
 FD1622
 FD1622;                    North         East     Units Scale Factor Converg.
 FD1622;SPC TN       -   172,757.476   447,824.404   MT  0.99994870   -0 59 12.0
 FD1622;SPC TN       -   566,788.49  1,469,237.23   sFT  0.99994870   -0 59 12.0
 FD1622;UTM  16      - 3,970,701.738   438,135.026   MT  0.99964716   -0 24 06.1
 FD1622
 FD1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1622!SPC TN       -   0.99997758  x   0.99994870  =   0.99992628
 FD1622!UTM  16      -   0.99997758  x   0.99964716  =   0.99962475
 FD1622
 FD1622:                Primary Azimuth Mark                     Grid Az
 FD1622:SPC TN       -  CUFF                                     264 27 14.6
 FD1622:UTM  16      -  CUFF                                     263 52 08.7
 FD1622
 FD1622|---------------------------------------------------------------------|
 FD1622| PID    Reference Object                     Distance      Geod. Az  |
 FD1622|                                                           dddmmss.s |
 FD1622| FD1144 CUFF                                APPROX. 2.7 KM 2632802.6 |
 FD1622|---------------------------------------------------------------------|
 FD1622
 FD1622                          SUPERSEDED SURVEY CONTROL
 FD1622
 FD1622  NAD 83(1995)-  35 52 43.00475(N)    087 41 07.30367(W) AD(       ) 2
 FD1622  NAD 83(1986)-  35 52 43.01334(N)    087 41 07.30103(W) AD(       ) 2
 FD1622  NAD 27      -  35 52 42.78360(N)    087 41 07.22620(W) AD(       ) 2
 FD1622  NGVD 29 (07/19/86)  171.31   (m)          562.0    (f) LEVELING    3  
 FD1622
 FD1622.Superseded values are not recommended for survey control.
 FD1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1622.See file dsdata.txt to determine how the superseded data were derived.
 FD1622
 FD1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3813570702(NAD 83)
 FD1622_MARKER: DE = TRAVERSE STATION DISK
 FD1622_SETTING: 0 = UNSPECIFIED SETTING
 FD1622_STAMPING: TS-B2 1959
 FD1622_MARK LOGO: CGS   
 FD1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1622
 FD1622  HISTORY     - Date     Condition        Report By
 FD1622  HISTORY     - 1959     MONUMENTED       CGS
 FD1622
 FD1622                          STATION DESCRIPTION
 FD1622
 FD1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1622'THE STATION IS LOCATED ON THE NORTHERN SLOPE OF A WOODED RIDGE, ABOUT
 FD1622'1.25 MILES
 FD1622'NORTH-NORTHEAST OF ONLY, ABOUT 0.75 MILE EAST OF DUCK RIVER AND
 FD1622'0.35 MILE SOUTH OF SUGAR
 FD1622'CREEK.
 FD1622'
 FD1622'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, GO NORTHEAST ON
 FD1622'PAVED ROAD FOR 0.95 MILE
 FD1622'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO UP HILL ON
 FD1622'THE GRAVELED ROAD FOR 1.0 MILE
 FD1622'TO THE STATION ON THE LEFT AS
 FD1622'DESCRIBED.
 FD1622'
 FD1622'STATION MARK IS 60 FEET SOUTH OF ROAD FORKS, 37 FEET WEST SOUTHWEST
 FD1622'OF THE CENTER OF THE
 FD1622'GRAVELED ROAD, 12 FEET NORTHWEST OF A 12-INCH TRAINGLE
 FD1622'BLAZED OAK TREE AND 7 FEET WEST
 FD1622'SOUTHWEST OF A WITNESS SIGN.  THE
 FD1622'MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF
 FD1622'A CONCRETE POST,
 FD1622'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED TS-B2 1959.
 FD1622'
 FD1622'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 FD1622'
 FD1622'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED AS THE STATION
 FD1622'MAY BE DESTROYED AT A
 FD1622'FUTURE DATE BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3509 ***********************************************************************
 GA3509  DESIGNATION -  TS B3
 GA3509  PID         -  GA3509
 GA3509  STATE/COUNTY-  TN/HAMBLEN
 GA3509  USGS QUAD   -  SPRINGVALE (1980)
 GA3509
 GA3509                         *CURRENT SURVEY CONTROL
 GA3509  ___________________________________________________________________
 GA3509* NAD 83(1995)-  36 09 29.48335(N)    083 13 50.85300(W)     ADJUSTED  
 GA3509* NAVD 88     -       366.0    (meters)    1201.     (feet)  VERTCON   
 GA3509  ___________________________________________________________________
 GA3509  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 GA3509  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA3509
 GA3509  HORZ ORDER  -  SECOND
 GA3509
 GA3509.The horizontal coordinates were established by classical geodetic methods
 GA3509.and adjusted by the National Geodetic Survey in April 1999..
 GA3509
 GA3509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3509
 GA3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3509
 GA3509.The geoid height was determined by GEOID03.
 GA3509
 GA3509;                    North         East     Units Scale Factor Converg.
 GA3509;SPC TN       -   205,992.510   849,140.231   MT  0.99996435   +1 37 16.3
 GA3509;SPC TN       -   675,827.09  2,785,887.57   sFT  0.99996435   +1 37 16.3
 GA3509;UTM  17      - 4,003,799.823   299,330.741   MT  1.00009618   -1 18 59.9
 GA3509
 GA3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3509!SPC TN       -   0.99994745  x   0.99996435  =   0.99991180
 GA3509!UTM  17      -   0.99994745  x   1.00009618  =   1.00004363
 GA3509
 GA3509:                Primary Azimuth Mark                     Grid Az
 GA3509:SPC TN       -  CANSLER                                  039 40 54.8
 GA3509:UTM  17      -  CANSLER                                  042 37 11.0
 GA3509
 GA3509|---------------------------------------------------------------------|
 GA3509| PID    Reference Object                     Distance      Geod. Az  |
 GA3509|                                                           dddmmss.s |
 GA3509| GA2067 CANSLER                             APPROX. 1.6 KM 0411811.1 |
 GA3509|---------------------------------------------------------------------|
 GA3509
 GA3509                          SUPERSEDED SURVEY CONTROL
 GA3509
 GA3509  NAD 83(1995)-  36 09 29.48827(N)    083 13 50.85679(W) AD(       ) 2
 GA3509  NAD 83(1995)-  36 09 29.49306(N)    083 13 50.85933(W) AD(       ) 2
 GA3509  NAD 83(1995)-  36 09 29.48978(N)    083 13 50.85639(W) AD(       ) 2
 GA3509  NAD 83(1986)-  36 09 29.49347(N)    083 13 50.85615(W) AD(       ) 2
 GA3509  NAD 27      -  36 09 29.15100(N)    083 13 51.26210(W) AD(       ) 2
 GA3509  NGVD 29 (07/19/86)  366.1    (m)         1201.     (f) VERT ANG       
 GA3509
 GA3509.Superseded values are not recommended for survey control.
 GA3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3509.See file dsdata.txt to determine how the superseded data were derived.
 GA3509
 GA3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9933103800(NAD 83)
 GA3509_MARKER: P = PIPE CAP
 GA3509_SETTING: 0 = UNSPECIFIED SETTING
 GA3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3509
 GA3509  HISTORY     - Date     Condition        Report By
 GA3509  HISTORY     - 1961     MONUMENTED       CGS
 GA3509
 GA3509                          STATION DESCRIPTION
 GA3509
 GA3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3509'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF MORRISTOWN AND
 GA3509'1.5 MILE WEST OF
 GA3509'LOWLAND, ON PASTURE LAND OWNED BY MR.  D.  C.  CANTRELL.
 GA3509'
 GA3509'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3509'HIGHWAY 160 ABOUT 1.0 MILE
 GA3509'SOUTH OF MORRISTOWN, GO EAST ON STATE HIGHWAY 160
 GA3509'FOR 3.8 MILES TO A CROSSROAD, TURN
 GA3509'RIGHT, SOUTH, AND GO 0.15 MILE TO
 GA3509'A T-ROAD, TURN LEFT AND GO FOR 0.35 MILE TO A FORK IN
 GA3509'THE ROAD, TURN
 GA3509'RIGHT, SOUTH, AND GO 0.5 MILE TO A FARM DRIVEWAY ON THE RIGHT, TURN
 GA3509'RIGHT, WEST, ON
 GA3509'THE DRIVEWAY AND GO 0.15 MILE TO A WOODEN GATE ON THE
 GA3509'LEFT WEST OF A CORN CRIB, TURN
 GA3509'LEFT, SOUTH, PASSING THROUGH WOODEN
 GA3509'GATE AND GO FOR 0.25 MILE UP PASTURE LANE TO THE
 GA3509'HIGHEST POINT IN
 GA3509'PASTURE AND STATION.  THE STATION IS 82 FEET NORTHWEST OF A FENCE
 GA3509'CORNER, 3.9 FEET
 GA3509'SOUTH OF A METAL WITNESS SIGN, AND 3.0 FEET
 GA3509'SOUTHWEST OF A FENCE LINE.
 GA3509'
 GA3509'THE STATION IS MARKED WITH A T-IRON STAKE SET IN CONCRETE AND
 GA3509'PROJECTS 3 INCHES ABOVE THE
 GA3509'GROUND, AND A ONE INCH ROUND CAP IS PINNED TO THE TOP,
 GA3509'STAMPED TS B3 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1234 ***********************************************************************
 FE1234  DESIGNATION -  TS C 1
 FE1234  PID         -  FE1234
 FE1234  STATE/COUNTY-  TN/SHELBY
 FE1234  USGS QUAD   -  ELLENDALE (1993)
 FE1234
 FE1234                         *CURRENT SURVEY CONTROL
 FE1234  ___________________________________________________________________
 FE1234* NAD 83(1995)-  35 10 50.02757(N)    089 49 42.64922(W)     ADJUSTED  
 FE1234* NAVD 88     -        88.950  (meters)     291.83   (feet)  ADJUSTED  
 FE1234  ___________________________________________________________________
 FE1234  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FE1234  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1234  DYNAMIC HT  -          88.870 (meters)     291.57  (feet)  COMP
 FE1234  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FE1234
 FE1234  HORZ ORDER  -  SECOND
 FE1234  VERT ORDER  -  SECOND    CLASS 0
 FE1234
 FE1234.The horizontal coordinates were established by classical geodetic methods
 FE1234.and adjusted by the National Geodetic Survey in April 1999..
 FE1234
 FE1234.The orthometric height was determined by differential leveling
 FE1234.and adjusted by the National Geodetic Survey in June 1991..
 FE1234
 FE1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1234
 FE1234.The geoid height was determined by GEOID03.
 FE1234
 FE1234.The dynamic height is computed by dividing the NAVD 88
 FE1234.geopotential number by the normal gravity value computed on the
 FE1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1234.degrees latitude (g = 980.6199 gals.).
 FE1234
 FE1234.The modeled gravity was interpolated from observed gravity values.
 FE1234
 FE1234;                    North         East     Units Scale Factor Converg.
 FE1234;SPC TN       -   100,821.070   251,355.892   MT  1.00001298   -2 14 28.9
 FE1234;SPC TN       -   330,777.13    824,656.79   sFT  1.00001298   -2 14 28.9
 FE1234;UTM  16      - 3,896,731.973   242,426.267   MT  1.00041771   -1 37 50.0
 FE1234
 FE1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1234!SPC TN       -   0.99999034  x   1.00001298  =   1.00000332
 FE1234!UTM  16      -   0.99999034  x   1.00041771  =   1.00040804
 FE1234
 FE1234:                Primary Azimuth Mark                     Grid Az
 FE1234:SPC TN       -  TS L 1                                   212 54 26.0
 FE1234:UTM  16      -  TS L 1                                   212 17 47.1
 FE1234
 FE1234|---------------------------------------------------------------------|
 FE1234| PID    Reference Object                     Distance      Geod. Az  |
 FE1234|                                                           dddmmss.s |
 FE1234| FE1232 TS L 1                              APPROX. 1.5 KM 2103957.1 |
 FE1234|---------------------------------------------------------------------|
 FE1234
 FE1234                          SUPERSEDED SURVEY CONTROL
 FE1234
 FE1234  NAD 83(1995)-  35 10 50.03266(N)    089 49 42.64760(W) AD(       ) 2
 FE1234  NAD 83(1995)-  35 10 50.03388(N)    089 49 42.64850(W) AD(       ) 2
 FE1234  NAD 83(1986)-  35 10 50.03853(N)    089 49 42.64956(W) AD(       ) 2
 FE1234  NAD 27      -  35 10 49.71800(N)    089 49 42.34130(W) AD(       ) 2
 FE1234  NGVD 29 (??/??/??)   88.934  (m)          291.78   (f) ADJUSTED    2 0
 FE1234
 FE1234.Superseded values are not recommended for survey control.
 FE1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1234.See file dsdata.txt to determine how the superseded data were derived.
 FE1234
 FE1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4242696732(NAD 83)
 FE1234_MARKER: B = BOLT
 FE1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1234_STAMPING: TS-C1 1959
 FE1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1234+STABILITY: SURFACE MOTION
 FE1234
 FE1234  HISTORY     - Date     Condition        Report By
 FE1234  HISTORY     - 1959     MONUMENTED       CGS
 FE1234  HISTORY     - 1959     GOOD             CGS
 FE1234  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1234
 FE1234                          STATION DESCRIPTION
 FE1234
 FE1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1234'THE STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES SOUTHEAST OF
 FE1234'BARTLETT AND ABOUT 1-1/4 MILES NORTHEAST OF THE WHITTEN METHODIST
 FE1234'CHURCH, ALONG THE SOUTHWEST SIDE OF CHASBRYAN ROAD.
 FE1234'
 FE1234'THE STATION IS A 1-INCH SQUARE BOLT SET IN TOP OF A MASS OF CONCRETE
 FE1234'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 20 FEET
 FE1234'SOUTHWEST OF THE CENTER OF THE ROAD AND 3 FEET NORTH-NORTHWEST OF A
 FE1234'WITNESS SIGN.  THE STATION IS STAMPED TS-C1 1959.
 FE1234'
 FE1234'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 79, 70 AND 64
 FE1234'ABOUT 4 MILES NORTHEAST OF THE NORTHEAST EDGE OF MEMPHIS, GO
 FE1234'SOUTHWEST ON US HIGHWAY 79, 70, FOR 0.1 MILE, TURN LEFT OFF THE
 FE1234'HIGHWAY AND GO SOUTH ON WMC ROAD FOR 1.25 MILES, TAKE THE LEFT
 FE1234'FORK AND GO SOUTHEAST ON CHASBRYAN ROAD FOR 0.5 MILE TO A WHITE
 FE1234'WITNESS POST ON THE RIGHT, SOUTHWEST SIDE OF THE ROAD AND
 FE1234'THE STATION.
 FE1234
 FE1234                          STATION RECOVERY (1959)
 FE1234
 FE1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1234'4.5 MI NE FROM MEMPHIS.
 FE1234'IT IS LOCATED 2.3 MILES EAST ALONG MACON ROAD THENCE 1.2 MILES
 FE1234'NORTH ALONG WHITTEN ROAD THENCE 0.55 MILE SOUTHEAST ALONG
 FE1234'CHAS. BRYAN ROAD FROM THE JUNCTION OF HIGHWAY 70 AND MACON ROAD
 FE1234'JUST EAST OF MEMPHIS.  IT IS A LARGE BOLT SET IN CONCRETE WHICH
 FE1234'PROJECTS 4 INCHES ABOVE THE GROUND, 19 FEET SOUTHWEST OF THE
 FE1234'CENTER OF CHAS. BRYAN ROAD, SET IN THE EDGE OF A LARGE FIELD.
 FE1234'IT IS ABOUT 1 MILE SOUTH OF AK 1959.
 FE1234
 FE1234                          STATION RECOVERY (1992)
 FE1234
 FE1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1234'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1168 ***********************************************************************
 FD1168  DESIGNATION -  TS C2
 FD1168  PID         -  FD1168
 FD1168  STATE/COUNTY-  TN/HICKMAN
 FD1168  USGS QUAD   -  SPOT (1942)
 FD1168
 FD1168                         *CURRENT SURVEY CONTROL
 FD1168  ___________________________________________________________________
 FD1168* NAD 83(1986)-  35 55 21.     (N)    087 36 02.     (W)     SCALED    
 FD1168* NAVD 88     -       190.010  (meters)     623.39   (feet)  ADJUSTED  
 FD1168  ___________________________________________________________________
 FD1168  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1168  DYNAMIC HT  -         189.844 (meters)     622.85  (feet)  COMP
 FD1168  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FD1168
 FD1168  VERT ORDER  -  SECOND    CLASS 0
 FD1168
 FD1168.The horizontal coordinates were scaled from a topographic map and have
 FD1168.an estimated accuracy of +/- 6 seconds.
 FD1168
 FD1168.The orthometric height was determined by differential leveling
 FD1168.and adjusted by the National Geodetic Survey in June 1991..
 FD1168
 FD1168.The geoid height was determined by GEOID03.
 FD1168
 FD1168.The dynamic height is computed by dividing the NAVD 88
 FD1168.geopotential number by the normal gravity value computed on the
 FD1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1168.degrees latitude (g = 980.6199 gals.).
 FD1168
 FD1168.The modeled gravity was interpolated from observed gravity values.
 FD1168
 FD1168;                    North         East    Units  Estimated Accuracy
 FD1168;SPC TN       -   177,500.      455,560.      MT  (+/- 180 meters Scaled)
 FD1168
 FD1168                          SUPERSEDED SURVEY CONTROL
 FD1168
 FD1168  NGVD 29 (??/??/92)  190.026  (m)          623.44   (f) ADJ UNCH    2 0
 FD1168
 FD1168.Superseded values are not recommended for survey control.
 FD1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1168.See file dsdata.txt to determine how the superseded data were derived.
 FD1168
 FD1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE458755(NAD 83)
 FD1168_MARKER: DE = TRAVERSE STATION DISK
 FD1168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD1168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD1168_STAMPING: TS-C2 1959
 FD1168_MARK LOGO: CGS   
 FD1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1168
 FD1168  HISTORY     - Date     Condition        Report By
 FD1168  HISTORY     - 1959     MONUMENTED       CGS
 FD1168
 FD1168                          STATION DESCRIPTION
 FD1168
 FD1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1168'9.4 MI NE FROM ONLY.
 FD1168'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1168'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1168'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1168'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1168'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1168'1.15 MILES WEST AND NORTH ON A GRAVELED ROAD, THE STATION IS ABOUT
 FD1168'500 FT. NORTHEAST OF THE ARLIE TIDWELL RESIDENCE, 300 FT. NORTH OF
 FD1168'THE GRAVELED ROAD SET ON THE SOUTH SLOPE OF A HILL, 250 FT. NORTH
 FD1168'OF A POWER LINE RUNNING EAST AND WEST, AND 25 FT. SOUTH OF THE
 FD1168'EDGE OF A WOODED AREA, A DISK BRAZED TO THE TOP OF A 2 1/2 INCH
 FD1168'GALVANIZED PIPE PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1618 ***********************************************************************
 FD1618  DESIGNATION -  TS C2
 FD1618  PID         -  FD1618
 FD1618  STATE/COUNTY-  TN/HICKMAN
 FD1618  USGS QUAD   -  SPOT (1942)
 FD1618
 FD1618                         *CURRENT SURVEY CONTROL
 FD1618  ___________________________________________________________________
 FD1618* NAD 83(1995)-  35 55 21.27759(N)    087 36 02.42843(W)     ADJUSTED  
 FD1618* NAVD 88     -       190.01   (+/-2cm)     623.4    (feet)  VERTCON   
 FD1618  ___________________________________________________________________
 FD1618  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FD1618  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1618
 FD1618  HORZ ORDER  -  SECOND
 FD1618  VERT ORDER  -  THIRD ? (See Below)
 FD1618
 FD1618.The horizontal coordinates were established by classical geodetic methods
 FD1618.and adjusted by the National Geodetic Survey in April 1999..
 FD1618
 FD1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1618.The vertical order pertains to the NGVD 29 superseded value.
 FD1618
 FD1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1618
 FD1618.The geoid height was determined by GEOID03.
 FD1618
 FD1618;                    North         East     Units Scale Factor Converg.
 FD1618;SPC TN       -   177,506.452   455,550.064   MT  0.99994959   -0 56 13.6
 FD1618;SPC TN       -   582,369.08  1,494,583.83   sFT  0.99994959   -0 56 13.6
 FD1618;UTM  16      - 3,975,527.838   445,809.450   MT  0.99963618   -0 21 08.7
 FD1618
 FD1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1618!SPC TN       -   0.99997465  x   0.99994959  =   0.99992425
 FD1618!UTM  16      -   0.99997465  x   0.99963618  =   0.99961084
 FD1618
 FD1618|---------------------------------------------------------------------|
 FD1618| PID    Reference Object                     Distance      Geod. Az  |
 FD1618|                                                           dddmmss.s |
 FD1618| CG7695 TS C2 RM 1                           12.275 METERS 04507     |
 FD1618| FD1163 LEATHER                             APPROX. 2.1 KM 2211237.4 |
 FD1618| CG7696 TS C2 RM 2                           10.536 METERS 23354     |
 FD1618|---------------------------------------------------------------------|
 FD1618
 FD1618                          SUPERSEDED SURVEY CONTROL
 FD1618
 FD1618  NAD 83(1995)-  35 55 21.27973(N)    087 36 02.43199(W) AD(       ) 2
 FD1618  NAD 83(1986)-  35 55 21.28801(N)    087 36 02.42988(W) AD(       ) 2
 FD1618  NAD 27      -  35 55 21.06220(N)    087 36 02.36220(W) AD(       ) 2
 FD1618  NGVD 29 (07/19/86)  190.03   (m)          623.5    (f) LEVELING    3  
 FD1618
 FD1618.Superseded values are not recommended for survey control.
 FD1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1618.See file dsdata.txt to determine how the superseded data were derived.
 FD1618
 FD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4580975528(NAD 83)
 FD1618_MARKER: DE = TRAVERSE STATION DISK
 FD1618_SETTING: 0 = UNSPECIFIED SETTING
 FD1618_STAMPING: TS-C2 1959
 FD1618_MARK LOGO: CGS   
 FD1618
 FD1618  HISTORY     - Date     Condition        Report By
 FD1618  HISTORY     - 1959     MONUMENTED       CGS
 FD1618
 FD1618                          STATION DESCRIPTION
 FD1618
 FD1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1618'THE STATION IS LOCATED ON THE CLEARED SOUTHERN SLOPE OF A HILL ON THE
 FD1618'PROPERTY OWNED BY MR ARLIE
 FD1618'TIDWELL, ABOUT 6.6 MILES NORTHEAST OF ONLY AND 2.6
 FD1618'MILES NORTH-NORTHWEST OF SPOT.
 FD1618'
 FD1618'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, WHICH IS ABOUT 18
 FD1618'MILES SOUTHEAST OF
 FD1618'WAVERLY, GO EAST ON A BLACK TOPPED ROAD FOR 0.95 MILE TO
 FD1618'A SIDE ROAD ON THE LEFT, TURN
 FD1618'LEFT, NORTH, ON A GRAVELED ROAD FOR
 FD1618'1.45 MILES TO A DIM TRACK ROAD ON THE LEFT, TURN
 FD1618'RIGHT, EAST, AND GO
 FD1618'2.0 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 FD1618'0.45 MILE TO A
 FD1618'REVERSED Y, TURN SHARP RIGHT AND GO 0.8 MILE TO A
 FD1618'FORK, TAKE THE ROAD LEADING LEFT
 FD1618'UP SUGAR CREEK FOR 1.85 MILES TO A
 FD1618'BOARD GATE ON THE RIGHT AND TRAVERSE STATION
 FD1618'LEATHER.  HERE CONTINUE
 FD1618'EASTERLY FOR 0.25 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.45
 FD1618'MILE TO A FORK,
 FD1618'KEEP LEFT AND GO EAST AND NORTH FOR 0.95 MILE TO THE ARLIE
 FD1618'TIDWELL RESIDENCE ON THE
 FD1618'RIGHT AND THE STATION ABOUT 500 FEET
 FD1618'NORTHEAST.
 FD1618'
 FD1618'THE STATION MARK IS ON THE SOUTH SLOPE OF THE HILL, ABOUT 300 FEET
 FD1618'NORTH OF THE ROAD, 250 FEET
 FD1618'NORTH OF A POWER LINE RUNNING EAST AND WEST AND 25
 FD1618'FEET SOUTH OF THE EDGE OF THE
 FD1618'WOODS.  IT IS A STANDARD TRAVERSE DISK
 FD1618'STAMPED TS-C2 1959 BRAZED TO THE TOP OF A 2.5
 FD1618'INCH GALVANIZED PIPE
 FD1618'PROJECTING 3 INCHES ABOVE THE GROUND.
 FD1618'
 FD1618'REFERENCE MARK NO 1 IS ON THE SOUTH SLOPE OF THE HILL, 250 FEET NORTH
 FD1618'OF THE POWER LINE.  IT IS
 FD1618'A STANDARD REFERENCE MARK DISK STAMPED TS-C2 NO 1
 FD1618'1959 BRAZED TO THE TOP OF A 2.5 INCH
 FD1618'GALVANIZED PIPE PROJECTING 4
 FD1618'INCHES ABOVE THE GROUND.
 FD1618'
 FD1618'REFERENCE MARK NO 2 IS ON THE SOUTH SLOPE OF THE HILL, 250 FEET NORTH
 FD1618'OF THE POWER LINE AND 15
 FD1618'FEET SOUTH OF THE EDGE OF THE WOODS.  IT IS A
 FD1618'STANDARD REFERENCE MARK DISK STAMPED
 FD1618'TS-C2 NO 2 1959 BRAZED TO THE
 FD1618'TOP OF A 2.5 INCH GALVANIZED PIPE PROJECTING 4 INCHES
 FD1618'ABOVE THE
 FD1618'GROUND.
 FD1618'
 FD1618'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION
 FD1618'LEATHER WHICH WAS USED AS
 FD1618'AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1167 ***********************************************************************
 FD1167  DESIGNATION -  TS C2 RM 1
 FD1167  PID         -  FD1167
 FD1167  STATE/COUNTY-  TN/HICKMAN
 FD1167  USGS QUAD   -  SPOT (1942)
 FD1167
 FD1167                         *CURRENT SURVEY CONTROL
 FD1167  ___________________________________________________________________
 FD1167* NAD 83(1986)-  35 55 21.     (N)    087 36 02.     (W)     SCALED    
 FD1167* NAVD 88     -       190.235  (meters)     624.13   (feet)  ADJUSTED  
 FD1167  ___________________________________________________________________
 FD1167  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1167  DYNAMIC HT  -         190.069 (meters)     623.58  (feet)  COMP
 FD1167  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FD1167
 FD1167  VERT ORDER  -  SECOND    CLASS 0
 FD1167
 FD1167.The horizontal coordinates were scaled from a topographic map and have
 FD1167.an estimated accuracy of +/- 6 seconds.
 FD1167
 FD1167.The orthometric height was determined by differential leveling
 FD1167.and adjusted by the National Geodetic Survey in June 1991..
 FD1167
 FD1167.The geoid height was determined by GEOID03.
 FD1167
 FD1167.The dynamic height is computed by dividing the NAVD 88
 FD1167.geopotential number by the normal gravity value computed on the
 FD1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1167.degrees latitude (g = 980.6199 gals.).
 FD1167
 FD1167.The modeled gravity was interpolated from observed gravity values.
 FD1167
 FD1167;                    North         East    Units  Estimated Accuracy
 FD1167;SPC TN       -   177,500.      455,560.      MT  (+/- 180 meters Scaled)
 FD1167
 FD1167                          SUPERSEDED SURVEY CONTROL
 FD1167
 FD1167  NGVD 29 (??/??/92)  190.251  (m)          624.18   (f) ADJ UNCH    2 0
 FD1167
 FD1167.Superseded values are not recommended for survey control.
 FD1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1167.See file dsdata.txt to determine how the superseded data were derived.
 FD1167
 FD1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE458755(NAD 83)
 FD1167_MARKER: DR = REFERENCE MARK DISK
 FD1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD1167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD1167_STAMPING: TS C2 NO 1 1959
 FD1167_MARK LOGO: CGS   
 FD1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1167
 FD1167  HISTORY     - Date     Condition        Report By
 FD1167  HISTORY     - 1959     MONUMENTED       CGS
 FD1167
 FD1167                          STATION DESCRIPTION
 FD1167
 FD1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1167'9.4 MI NE FROM ONLY.
 FD1167'THIS MARK IS LOCATED AT THE TS-C2 1959 STATION SITE, 40.3 FT.
 FD1167'NORTHEAST OF THE STATION MARK, 250 FT. NORTH OF A POWER LINE, A
 FD1167'DISK BRAZED TO THE TOP OF A 2 1/2 INCH GALVANIZED PIPE PROJECTING
 FD1167'4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1169 ***********************************************************************
 FD1169  DESIGNATION -  TS C2 RM 2
 FD1169  PID         -  FD1169
 FD1169  STATE/COUNTY-  TN/HICKMAN
 FD1169  USGS QUAD   -  SPOT (1942)
 FD1169
 FD1169                         *CURRENT SURVEY CONTROL
 FD1169  ___________________________________________________________________
 FD1169* NAD 83(1986)-  35 55 21.     (N)    087 36 02.     (W)     SCALED    
 FD1169* NAVD 88     -       189.880  (meters)     622.96   (feet)  ADJUSTED  
 FD1169  ___________________________________________________________________
 FD1169  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1169  DYNAMIC HT  -         189.713 (meters)     622.42  (feet)  COMP
 FD1169  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FD1169
 FD1169  VERT ORDER  -  SECOND    CLASS 0
 FD1169
 FD1169.The horizontal coordinates were scaled from a topographic map and have
 FD1169.an estimated accuracy of +/- 6 seconds.
 FD1169
 FD1169.The orthometric height was determined by differential leveling
 FD1169.and adjusted by the National Geodetic Survey in June 1991..
 FD1169
 FD1169.The geoid height was determined by GEOID03.
 FD1169
 FD1169.The dynamic height is computed by dividing the NAVD 88
 FD1169.geopotential number by the normal gravity value computed on the
 FD1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1169.degrees latitude (g = 980.6199 gals.).
 FD1169
 FD1169.The modeled gravity was interpolated from observed gravity values.
 FD1169
 FD1169;                    North         East    Units  Estimated Accuracy
 FD1169;SPC TN       -   177,500.      455,560.      MT  (+/- 180 meters Scaled)
 FD1169
 FD1169                          SUPERSEDED SURVEY CONTROL
 FD1169
 FD1169  NGVD 29 (??/??/92)  189.895  (m)          623.01   (f) ADJ UNCH    2 0
 FD1169
 FD1169.Superseded values are not recommended for survey control.
 FD1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1169.See file dsdata.txt to determine how the superseded data were derived.
 FD1169
 FD1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE458755(NAD 83)
 FD1169_MARKER: DR = REFERENCE MARK DISK
 FD1169_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD1169_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD1169_STAMPING: TS C2 NO 2 1959
 FD1169_MARK LOGO: CGS   
 FD1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1169
 FD1169  HISTORY     - Date     Condition        Report By
 FD1169  HISTORY     - 1959     MONUMENTED       CGS
 FD1169
 FD1169                          STATION DESCRIPTION
 FD1169
 FD1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1169'9.4 MI NE FROM ONLY.
 FD1169'THIS MARK IS LOCATED AT THE TS-C2 1959 STATION SITE, 34.5 FT.
 FD1169'SOUTHWEST OF THE STATION MARK, 250 FT. NORTH OF THE POWER LINE,
 FD1169'15 FT. SOUTH OF THE EDGE OF THE WOODS, A DISK BRAZED TO THE TOP OF
 FD1169'A 2 1/2 INCH GALVANIZED PIPE PROJECTING 4 INCHES ABOVE THE SURFACE
 FD1169'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3510 ***********************************************************************
 GA3510  DESIGNATION -  TS C3
 GA3510  PID         -  GA3510
 GA3510  STATE/COUNTY-  TN/HAMBLEN
 GA3510  USGS QUAD   -  SPRINGVALE (1980)
 GA3510
 GA3510                         *CURRENT SURVEY CONTROL
 GA3510  ___________________________________________________________________
 GA3510* NAD 83(1995)-  36 10 52.51352(N)    083 12 17.67349(W)     ADJUSTED  
 GA3510* NAVD 88     -       388.3    (meters)    1274.     (feet)  VERTCON   
 GA3510  ___________________________________________________________________
 GA3510  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GA3510  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA3510
 GA3510  HORZ ORDER  -  SECOND
 GA3510
 GA3510.The horizontal coordinates were established by classical geodetic methods
 GA3510.and adjusted by the National Geodetic Survey in April 1999..
 GA3510
 GA3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3510
 GA3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3510
 GA3510.The geoid height was determined by GEOID03.
 GA3510
 GA3510;                    North         East     Units Scale Factor Converg.
 GA3510;SPC TN       -   208,616.800   851,395.183   MT  0.99996671   +1 38 10.9
 GA3510;SPC TN       -   684,436.95  2,793,285.70   sFT  0.99996671   +1 38 10.9
 GA3510;UTM  17      - 4,006,305.392   301,717.542   MT  1.00008445   -1 18 07.5
 GA3510
 GA3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3510!SPC TN       -   0.99994396  x   0.99996671  =   0.99991067
 GA3510!UTM  17      -   0.99994396  x   1.00008445  =   1.00002840
 GA3510
 GA3510:                Primary Azimuth Mark                     Grid Az
 GA3510:SPC TN       -  LOWLAND STAUFFER SMOKE STACK             202 09 59.9
 GA3510:UTM  17      -  LOWLAND STAUFFER SMOKE STACK             205 06 18.3
 GA3510
 GA3510|---------------------------------------------------------------------|
 GA3510| PID    Reference Object                     Distance      Geod. Az  |
 GA3510|                                                           dddmmss.s |
 GA3510| GA3508 LOWLAND STAUFFER SMOKE STACK        APPROX. 2.7 KM 2034810.8 |
 GA3510| GA2067 CANSLER                             APPROX. 1.9 KM 2230908.7 |
 GA3510|---------------------------------------------------------------------|
 GA3510
 GA3510                          SUPERSEDED SURVEY CONTROL
 GA3510
 GA3510  NAD 83(1995)-  36 10 52.51822(N)    083 12 17.67742(W) AD(       ) 2
 GA3510  NAD 83(1995)-  36 10 52.52373(N)    083 12 17.68008(W) AD(       ) 2
 GA3510  NAD 83(1995)-  36 10 52.51970(N)    083 12 17.67721(W) AD(       ) 2
 GA3510  NAD 83(1986)-  36 10 52.52319(N)    083 12 17.67711(W) AD(       ) 2
 GA3510  NAD 27      -  36 10 52.18040(N)    083 12 18.08260(W) AD(       ) 2
 GA3510  NGVD 29 (07/19/86)  388.4    (m)         1274.     (f) VERT ANG       
 GA3510
 GA3510.Superseded values are not recommended for survey control.
 GA3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3510.See file dsdata.txt to determine how the superseded data were derived.
 GA3510
 GA3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0171806305(NAD 83)
 GA3510_MARKER: P = PIPE CAP
 GA3510_SETTING: 0 = UNSPECIFIED SETTING
 GA3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3510
 GA3510  HISTORY     - Date     Condition        Report By
 GA3510  HISTORY     - 1961     MONUMENTED       CGS
 GA3510
 GA3510                          STATION DESCRIPTION
 GA3510
 GA3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3510'THE STATION IS LOCATED ABOUT 1.5 MILE NORTH OF LOWLAND AND 1.0 MILE
 GA3510'SOUTHEAST OF SPRINGVALE,
 GA3510'ON PASTURE LAND OWNED BY MR. JOE ERWING.
 GA3510'
 GA3510'TO REACH THE STATION FROM THE CROSSROAD IN THE SETTLEMENT OF
 GA3510'SPRINGVALE, GO SOUTHERLY
 GA3510'ON RIVER ROAD, GRAVELED, FOR 1.2 MILE TO A FARM DRIVE-WAY
 GA3510'ON THE RIGHT, TURN RIGHT
 GA3510'WEST ON FARM DRIVE-WAY AND GO 0.15 MILE TO A
 GA3510'WOODEN GATE ON THE LEFT, JUST BEFORE
 GA3510'REACHING THE FARM HOUSE, TURN
 GA3510'LEFT THROUGH WOODEN GATE, WESTERLY, ON FARM ROAD FOR
 GA3510'0.75 MILE
 GA3510'PASSING THROUGH FOUR WOODEN GATES TO ANOTHER WOODEN GATE ON THE EAST
 GA3510'SIDE OF A BARN,
 GA3510'PASS THROUGH GATE AND GO SOUTHWEST FOR 0.45 MILE TO
 GA3510'THE HIGHEST POINT IN PASTURE AND
 GA3510'STATION.
 GA3510'
 GA3510'THE STATION IS 51 FEET NORTHEAST OF A WIRE FENCE, AND 8 FEET
 GA3510'SOUTHEAST OF A 26 INCH
 GA3510'TRIANGULAR BLAZED TREE, AND 2.6 FEET NORTH OF A METAL WITNESS
 GA3510'SIGN.  THE STATION IS
 GA3510'MARKED WITH A T-IRON STAKE SET IN CONCRETE AND
 GA3510'PROJECTS 5 INCHES, A ONE INCH ROUND CAP
 GA3510'IS PINNED TO THE TOP, STAMPED
 GA3510'TS C3 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0855 ***********************************************************************
 FE0855  DESIGNATION -  TS D 1
 FE0855  PID         -  FE0855
 FE0855  STATE/COUNTY-  TN/MADISON
 FE0855  USGS QUAD   -  DENMARK (1981)
 FE0855
 FE0855                         *CURRENT SURVEY CONTROL
 FE0855  ___________________________________________________________________
 FE0855* NAD 83(1995)-  35 36 04.65034(N)    089 02 34.47014(W)     ADJUSTED  
 FE0855* NAVD 88     -       131.165  (meters)     430.33   (feet)  ADJUSTED  
 FE0855  ___________________________________________________________________
 FE0855  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FE0855  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0855  DYNAMIC HT  -         131.049 (meters)     429.95  (feet)  COMP
 FE0855  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FE0855
 FE0855  HORZ ORDER  -  SECOND
 FE0855  VERT ORDER  -  SECOND    CLASS 0
 FE0855
 FE0855.The horizontal coordinates were established by classical geodetic methods
 FE0855.and adjusted by the National Geodetic Survey in April 1999..
 FE0855
 FE0855.The orthometric height was determined by differential leveling
 FE0855.and adjusted by the National Geodetic Survey in June 1991..
 FE0855
 FE0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0855
 FE0855.The geoid height was determined by GEOID03.
 FE0855
 FE0855.The dynamic height is computed by dividing the NAVD 88
 FE0855.geopotential number by the normal gravity value computed on the
 FE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0855.degrees latitude (g = 980.6199 gals.).
 FE0855
 FE0855.The modeled gravity was interpolated from observed gravity values.
 FE0855
 FE0855;                    North         East     Units Scale Factor Converg.
 FE0855;SPC TN       -   144,964.864   324,322.188   MT  0.99995661   -1 46 53.2
 FE0855;SPC TN       -   475,605.56  1,064,047.05   sFT  0.99995661   -1 46 53.2
 FE0855;UTM  16      - 3,941,648.405   314,942.451   MT  1.00002203   -1 11 22.6
 FE0855
 FE0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0855!SPC TN       -   0.99998382  x   0.99995661  =   0.99994043
 FE0855!UTM  16      -   0.99998382  x   1.00002203  =   1.00000585
 FE0855
 FE0855:                Primary Azimuth Mark                     Grid Az
 FE0855:SPC TN       -  CYPRESS                                  180 32 46.9
 FE0855:UTM  16      -  CYPRESS                                  179 57 16.3
 FE0855
 FE0855|---------------------------------------------------------------------|
 FE0855| PID    Reference Object                     Distance      Geod. Az  |
 FE0855|                                                           dddmmss.s |
 FE0855| FE2420 CYPRESS                             APPROX. 1.5 KM 1784553.7 |
 FE0855|---------------------------------------------------------------------|
 FE0855
 FE0855                          SUPERSEDED SURVEY CONTROL
 FE0855
 FE0855  NAD 83(1995)-  35 36 04.65556(N)    089 02 34.47373(W) AD(       ) 2
 FE0855  NAD 83(1986)-  35 36 04.66186(N)    089 02 34.47105(W) AD(       ) 2
 FE0855  NAD 27      -  35 36 04.39000(N)    089 02 34.24000(W) AD(       ) 2
 FE0855  NGVD 29 (??/??/??)  131.186  (m)          430.40   (f) ADJUSTED    2 0
 FE0855
 FE0855.Superseded values are not recommended for survey control.
 FE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0855.See file dsdata.txt to determine how the superseded data were derived.
 FE0855
 FE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1494241648(NAD 83)
 FE0855_MARKER: B = BOLT
 FE0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0855_STAMPING: TS-D1 1959
 FE0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0855+STABILITY: SURFACE MOTION
 FE0855
 FE0855  HISTORY     - Date     Condition        Report By
 FE0855  HISTORY     - 1959     MONUMENTED       CGS
 FE0855  HISTORY     - 1959     POOR             CGS
 FE0855
 FE0855                          STATION DESCRIPTION
 FE0855
 FE0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0855'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-SOUTHWEST OF
 FE0855'HUNTERSVILLE, ABOUT 0.1 MILE WEST OF WHERE SOUTH TAYLOR ROAD
 FE0855'CROSSES THE INTERSTATE HIGHWAY, 122 FEET EAST OF A LINE 30-INCH TREE,
 FE0855'39 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 8 FEET SOUTH OF A
 FE0855'CUT-BANK WHICH IS ABOUT 20 FEET HIGHER THAN THE ROAD. THE MARK IS A
 FE0855'1-INCH SQUARE IRON BOLT SET IN THE TOP OF A CONCRETE POST THAT
 FE0855'IS FLUSH WITH SURFACE OF THE GROUND AND IS STAMPED TS-D1.
 FE0855'
 FE0855'TO REACH THE STATION FROM THE SCHOOL ACROSS THE STREET FROM IKE SHAWS
 FE0855'STORE IN HUNTERSVILLE, GO WEST ON U. S.  HIGHWAY NO. 70 FOR
 FE0855'0.4 MILE TO THE HUNTERSVILLE-PROVIDENCE ROAD, CONTINUE WEST ON U. S.
 FE0855'HIGHWAY NO. 70 FOR 3.7 MILES TO SOUTH TAYLOR ROAD ON THE RIGHT,
 FE0855'TURN RIGHT AND GO NORTH FOR 0.9 MILE TO THE INTERSTATE HIGHWAY, TURN
 FE0855'LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON THE SOUTH SIDE
 FE0855'OF THE ROAD AS DESCRIBED.
 FE0855
 FE0855                          STATION RECOVERY (1959)
 FE0855
 FE0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0855'12.6 MI E FROM BROWNSVILLE.
 FE0855'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0855'BROWNSVILLE, THENCE 2.95 MILES NORTHEAST ALONG INTERSTATE
 FE0855'HIGHWAY 40.  IT IS 120 FEET SOUTHEAST OF A LONE OAK TREE, 3
 FE0855'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND IS 20 FEET
 FE0855'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2539 ***********************************************************************
 GC2539  DESIGNATION -  TS D2
 GC2539  PID         -  GC2539
 GC2539  STATE/COUNTY-  TN/DAVIDSON
 GC2539  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2539
 GC2539                         *CURRENT SURVEY CONTROL
 GC2539  ___________________________________________________________________
 GC2539* NAD 83(1995)-  36 04 47.72438(N)    087 00 18.16419(W)     ADJUSTED  
 GC2539* NAVD 88     -       245.93   (+/-2cm)     806.9    (feet)  VERTCON   
 GC2539  ___________________________________________________________________
 GC2539  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GC2539  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2539
 GC2539  HORZ ORDER  -  SECOND
 GC2539  VERT ORDER  -  THIRD ? (See Below)
 GC2539
 GC2539.The horizontal coordinates were established by classical geodetic methods
 GC2539.and adjusted by the National Geodetic Survey in April 1999..
 GC2539
 GC2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2539.The vertical order pertains to the NGVD 29 superseded value.
 GC2539
 GC2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2539
 GC2539.The geoid height was determined by GEOID03.
 GC2539
 GC2539;                    North         East     Units Scale Factor Converg.
 GC2539;SPC TN       -   194,248.134   509,478.338   MT  0.99995758   -0 35 18.2
 GC2539;SPC TN       -   637,295.75  1,671,513.51   sFT  0.99995758   -0 35 18.2
 GC2539;UTM  16      - 3,992,813.202   499,545.711   MT  0.99960000   -0 00 10.7
 GC2539
 GC2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2539!SPC TN       -   0.99996596  x   0.99995758  =   0.99992354
 GC2539!UTM  16      -   0.99996596  x   0.99960000  =   0.99956597
 GC2539
 GC2539:                Primary Azimuth Mark                     Grid Az
 GC2539:SPC TN       -  MCCORY                                   262 20 52.9
 GC2539:UTM  16      -  MCCORY                                   261 45 45.4
 GC2539
 GC2539|---------------------------------------------------------------------|
 GC2539| PID    Reference Object                     Distance      Geod. Az  |
 GC2539|                                                           dddmmss.s |
 GC2539| GC1501 MCCORY                              APPROX. 1.7 KM 2614534.7 |
 GC2539|---------------------------------------------------------------------|
 GC2539
 GC2539                          SUPERSEDED SURVEY CONTROL
 GC2539
 GC2539  NAD 83(1995)-  36 04 47.72630(N)    087 00 18.16638(W) AD(       ) 2
 GC2539  NAD 83(1995)-  36 04 47.72711(N)    087 00 18.16655(W) AD(       ) 2
 GC2539  NAD 83(1986)-  36 04 47.73474(N)    087 00 18.16729(W) AD(       ) 2
 GC2539  NAD 27      -  36 04 47.51740(N)    087 00 18.15550(W) AD(       ) 2
 GC2539  NGVD 29 (07/19/86)  245.95   (m)          806.9    (f) LEVELING    3  
 GC2539
 GC2539.Superseded values are not recommended for survey control.
 GC2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2539.See file dsdata.txt to determine how the superseded data were derived.
 GC2539
 GC2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9954692813(NAD 83)
 GC2539_MARKER: P = PIPE CAP
 GC2539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2539_SP_SET: METAL PIPE IMBEDDED IN GROUND
 GC2539_MARK LOGO: TNHD  
 GC2539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2539
 GC2539  HISTORY     - Date     Condition        Report By
 GC2539  HISTORY     - 1959     MONUMENTED       TNHD
 GC2539
 GC2539                          STATION DESCRIPTION
 GC2539
 GC2539'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 GC2539'THE STATION IS LOCATED ON A NORTH-SOUTH RIDGE ABOUT MIDWAY BETWEEN
 GC2539'STATIONS MCCORY AND NEWSOM AND ABOUT 300 YARDS NORTH OF THE
 GC2539'PROPOSED CENTER LINE OF THE INTERSTATE HIGHWAY IN A SMALL CLEARING
 GC2539'NEAR THE SUMMIT OF THE RIDGE.  ON PROPERTY OWNED BY MR. W.D.
 GC2539'HUTTON.
 GC2539'
 GC2539'TO REACH FROM THE Y-INTERSECTION OF U.S. HIGHWAYS 70N AND 70S, (A
 GC2539'TEXACO SERVICE STATION IN Y-INTERSECTION, THIS IS ABOUT 12 MILES
 GC2539'SOUTHWEST OF THE CENTER OF NASHVILLE) GO WESTERLY ON U.S. HIGHWAY 70
 GC2539'FOR 0.35 MILE TO A CROSSROAD, (SHELL SERVICE STATION AND NEWSOM STORE
 GC2539'ON THE RIGHT) TURN LEFT AND GO SOUTHERLY ON NEWSOM STATION ROAD FOR
 GC2539'1.25 MILES TO A UNDERPASS, JUST PAST A STEEL BRIDGE OVER THE
 GC2539'HARPETH RIVER, KEEP RIGHT UNDER RAILROAD OVERPASS AND GO SOUTH AND
 GC2539'WEST ON A HARD SURFACE ROAD FOR 0.55 MILE TO A WOODEN GATE ON THE
 GC2539'LEFT AND OLD CHURCH BUILDING ON THE RIGHT AND END OF TRUCK
 GC2539'TRAVEL.  HERE PACK WESTERLY TO THE SUMMIT OF RIDGE AND STATION SITE.
 GC2539'(10 MINUTE PACK).
 GC2539'
 GC2539'THE STATION IS A 1-INCH IRON STAKE WITH CAP STAMPED TS-D2 1959 AND
 GC2539'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 45 FEET
 GC2539'SOUTHWEST OF A TRIANGULAR BLAZED TREE AND 15 FEET SOUTHWEST OF A
 GC2539'42-INCH STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3394 ***********************************************************************
 GA3394  DESIGNATION -  TS D3
 GA3394  PID         -  GA3394
 GA3394  STATE/COUNTY-  TN/GREENE
 GA3394  USGS QUAD   -  LOVELACE (1971)
 GA3394
 GA3394                         *CURRENT SURVEY CONTROL
 GA3394  ___________________________________________________________________
 GA3394* NAD 83(1995)-  36 22 37.68978(N)    082 40 22.17059(W)     ADJUSTED  
 GA3394* NAVD 88     -       511.0    (meters)    1677.     (feet)  VERTCON   
 GA3394  ___________________________________________________________________
 GA3394  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GA3394  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3394
 GA3394  HORZ ORDER  -  SECOND
 GA3394
 GA3394.The horizontal coordinates were established by classical geodetic methods
 GA3394.and adjusted by the National Geodetic Survey in April 1999..
 GA3394
 GA3394.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3394
 GA3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3394
 GA3394.The geoid height was determined by GEOID03.
 GA3394
 GA3394;                    North         East     Units Scale Factor Converg.
 GA3394;SPC TN       -   231,836.527   898,495.978   MT  0.99999323   +1 56 52.3
 GA3394;SPC TN       -   760,617.01  2,947,815.55   sFT  0.99999323   +1 56 52.3
 GA3394;UTM  17      - 4,027,079.066   349,946.986   MT  0.99987742   -0 59 32.4
 GA3394
 GA3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3394!SPC TN       -   0.99992474  x   0.99999323  =   0.99991797
 GA3394!UTM  17      -   0.99992474  x   0.99987742  =   0.99980217
 GA3394
 GA3394:                Primary Azimuth Mark                     Grid Az
 GA3394:SPC TN       -  JEAROLD                                  210 27 18.0
 GA3394:UTM  17      -  JEAROLD                                  213 23 42.7
 GA3394
 GA3394|---------------------------------------------------------------------|
 GA3394| PID    Reference Object                     Distance      Geod. Az  |
 GA3394|                                                           dddmmss.s |
 GA3394| GA1072 JEAROLD                             APPROX. 1.7 KM 2122410.3 |
 GA3394|---------------------------------------------------------------------|
 GA3394
 GA3394                          SUPERSEDED SURVEY CONTROL
 GA3394
 GA3394  NAD 83(1995)-  36 22 37.69189(N)    082 40 22.17326(W) AD(       ) 2
 GA3394  NAD 83(1995)-  36 22 37.70005(N)    082 40 22.18787(W) AD(       ) 2
 GA3394  NAD 83(1995)-  36 22 37.69461(N)    082 40 22.17308(W) AD(       ) 2
 GA3394  NAD 83(1986)-  36 22 37.69712(N)    082 40 22.17424(W) AD(       ) 2
 GA3394  NAD 27      -  36 22 37.33290(N)    082 40 22.60980(W) AD(       ) 2
 GA3394  NGVD 29 (07/19/86)  511.1    (m)         1677.     (f) VERT ANG       
 GA3394
 GA3394.Superseded values are not recommended for survey control.
 GA3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3394.See file dsdata.txt to determine how the superseded data were derived.
 GA3394
 GA3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4994727079(NAD 83)
 GA3394_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GA3394_SETTING: 0 = UNSPECIFIED SETTING
 GA3394_MARK LOGO: TNHD  
 GA3394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3394
 GA3394  HISTORY     - Date     Condition        Report By
 GA3394  HISTORY     - 1961     MONUMENTED       CGS
 GA3394
 GA3394                          STATION DESCRIPTION
 GA3394
 GA3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3394'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FALL BRANCH, ABOUT
 GA3394'2 MILES EAST OF
 GA3394'JEAROLDSTOWN AND ON THE SOUTH SLOPE OF A WOODED HILL.
 GA3394'
 GA3394'TO REACH THE STATION FROM THE SCHOOL IN JEAROLDSTOWN, GO NORTHEAST ON
 GA3394'BLACK TOP ROAD FOR 0.7 MILE
 GA3394'TO A T ROAD, TURN RIGHT, EAST, ON A GRAVELED ROAD
 GA3394'AND GO 1.4 MILES TO A SIDE ROAD
 GA3394'RIGHT, TURN RIGHT, EASTERLY, AND GO
 GA3394'0.2 MILE TO A HOUSE ON THE LEFT, CONTINUE EAST ON
 GA3394'FARM DRIVE FOR 0.05
 GA3394'MILE TO A WOODEN GATE, PASS THROUGH GATE AND CONTINUE ON FARM DRIVE
 GA3394'PASSING TO THE
 GA3394'LEFT OF A BARN AND GO 0.2 MILE TO WHERE THE FARM DRIVE
 GA3394'TURNS SHARP RIGHT, CONTINUE
 GA3394'STRAIGHT AHEAD ACROSS PASTURE AND UP HILL
 GA3394'FOR 0.2 MILE TO A FENCE CORNER POST AND
 GA3394'STATION.
 GA3394'
 GA3394'STATION MARK IS 31 FEET NORTH OF A T FENCE CORNER, 4.3 FEET
 GA3394'NORTHEAST OF A WITNESS
 GA3394'POST AND 4 FEET EAST OF A WIRE FENCE.  THE MARK IS AN IRON
 GA3394'STAKE, CEMENTED IN THE
 GA3394'GROUND, FLUSH, WITH A METAL CAP PINNED TO THE
 GA3394'TOP AND IS STAMPED TS-D3 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0627 ***********************************************************************
 FE0627  DESIGNATION -  TS E 1
 FE0627  PID         -  FE0627
 FE0627  STATE/COUNTY-  TN/MADISON
 FE0627  USGS QUAD   -  JACKSON NORTH (1983)
 FE0627
 FE0627                         *CURRENT SURVEY CONTROL
 FE0627  ___________________________________________________________________
 FE0627* NAD 83(1995)-  35 40 49.59666(N)    088 45 27.43549(W)     ADJUSTED  
 FE0627* NAVD 88     -       166.987  (meters)     547.86   (feet)  ADJUSTED  
 FE0627  ___________________________________________________________________
 FE0627  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE0627  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0627  DYNAMIC HT  -         166.839 (meters)     547.37  (feet)  COMP
 FE0627  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FE0627
 FE0627  HORZ ORDER  -  SECOND
 FE0627  VERT ORDER  -  SECOND    CLASS 0
 FE0627
 FE0627.The horizontal coordinates were established by classical geodetic methods
 FE0627.and adjusted by the National Geodetic Survey in April 1999..
 FE0627
 FE0627.The orthometric height was determined by differential leveling
 FE0627.and adjusted by the National Geodetic Survey in June 1991..
 FE0627
 FE0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0627
 FE0627.The geoid height was determined by GEOID03.
 FE0627
 FE0627.The dynamic height is computed by dividing the NAVD 88
 FE0627.geopotential number by the normal gravity value computed on the
 FE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0627.degrees latitude (g = 980.6199 gals.).
 FE0627
 FE0627.The modeled gravity was interpolated from observed gravity values.
 FE0627
 FE0627;                    North         East     Units Scale Factor Converg.
 FE0627;SPC TN       -   152,977.101   350,408.532   MT  0.99995198   -1 36 51.9
 FE0627;SPC TN       -   501,892.37  1,149,631.99   sFT  0.99995198   -1 36 51.9
 FE0627;UTM  16      - 3,949,929.108   340,945.147   MT  0.99991175   -1 01 31.3
 FE0627
 FE0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0627!SPC TN       -   0.99997822  x   0.99995198  =   0.99993020
 FE0627!UTM  16      -   0.99997822  x   0.99991175  =   0.99988997
 FE0627
 FE0627:                Primary Azimuth Mark                     Grid Az
 FE0627:SPC TN       -  CHRISTMAS                                270 37 28.1
 FE0627:UTM  16      -  CHRISTMAS                                270 02 07.5
 FE0627
 FE0627|---------------------------------------------------------------------|
 FE0627| PID    Reference Object                     Distance      Geod. Az  |
 FE0627|                                                           dddmmss.s |
 FE0627| FE0625 CHRISTMAS                           APPROX. 2.1 KM 2690036.2 |
 FE0627|---------------------------------------------------------------------|
 FE0627
 FE0627                          SUPERSEDED SURVEY CONTROL
 FE0627
 FE0627  NAD 83(1995)-  35 40 49.60091(N)    088 45 27.44107(W) AD(       ) 2
 FE0627  NAD 83(1986)-  35 40 49.60793(N)    088 45 27.43663(W) AD(       ) 2
 FE0627  NAD 27      -  35 40 49.35850(N)    088 45 27.22690(W) AD(       ) 2
 FE0627  NGVD 29 (??/??/??)  167.022  (m)          547.97   (f) ADJUSTED    2 0
 FE0627
 FE0627.Superseded values are not recommended for survey control.
 FE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0627.See file dsdata.txt to determine how the superseded data were derived.
 FE0627
 FE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4094549929(NAD 83)
 FE0627_MARKER: B = BOLT
 FE0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0627_STAMPING: TS-E 1 1959
 FE0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0627+STABILITY: SURFACE MOTION
 FE0627
 FE0627  HISTORY     - Date     Condition        Report By
 FE0627  HISTORY     - 1959     MONUMENTED       CGS
 FE0627  HISTORY     - 1959     GOOD             CGS
 FE0627  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0627
 FE0627                          STATION DESCRIPTION
 FE0627
 FE0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0627'THE STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTHEAST OF JACKSON
 FE0627'AND ABOUT 3/4 MILE WEST-NORTHWEST OF US HIGHWAY 70, ALONG THE
 FE0627'SOUTH SIDE OF INTERSTATE HIGHWAY 40.
 FE0627'
 FE0627'THE STATION IS A 1-INCH SQUARE IRON BOLT HEAD STAMPED TSE1 1959 SET
 FE0627'IN A MASS OF CONCRETE AND IS ABOUT FLUSH WITH THE GROUND. IT IS
 FE0627'7 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND WITNESS SIGN.
 FE0627'
 FE0627'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0627'HIGHWAY 20, ABOUT 6 MILES NORTHEAST OF JACKSON, GO SOUTHWEST ON
 FE0627'US HIGHWAY 70 FOR 0.8 MILE, TURN RIGHT OFF THE HIGHWAY AND GO NORTH
 FE0627'ON WATSON ROAD FOR 1.05 MILES TO A FARM HOUSE ON THE LEFT,
 FE0627'CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD, NORTH, FOR 0.05 MILE TO
 FE0627'A GATE ON THE RIGHT. TURN RIGHT, PASS THROUGH THE GATE AND GO
 FE0627'SOUTHEAST FOR 0.1 MILE TO A RIGHT-OF-WAY FENCE, A WITNESS SIGN AND
 FE0627'THE STATION.
 FE0627
 FE0627                          STATION RECOVERY (1959)
 FE0627
 FE0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0627'10.9 MI N FROM JACKSON.
 FE0627'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0627'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 7.25 MILES NORTHEAST ALONG
 FE0627'INTERSTATE HIGHWAY 40.  IT IS 100 FEET SOUTH OF THE CENTER LINE
 FE0627'OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 40, 8 FEET
 FE0627'NORTH OF THE RIGHT-OF-WAY FENCE, AND 18 FEET SOUTH OF CUT-BANK.
 FE0627'THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH IS ABOUT
 FE0627'20 FEET ABOVE THE LEVEL OF THE ROAD, 7.5 FEET NORTH OF A WITNESS
 FE0627'SIGN, AND ABOUT FLUSH WITH THE GROUND.
 FE0627
 FE0627                          STATION RECOVERY (2002)
 FE0627
 FE0627'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0627'FOUND WITNESS POST AND EVIDENCE OF PREVIOUS DIGGING IN AREA. I DUG A
 FE0627'HOLE 2 FT DEEP AND 3 FT WIDE AND COULD NOT FIND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2149 ***********************************************************************
 GC2149  DESIGNATION -  TS E2
 GC2149  PID         -  GC2149
 GC2149  STATE/COUNTY-  TN/SMITH
 GC2149  USGS QUAD   -  NEW MIDDLETON (1994)
 GC2149
 GC2149                         *CURRENT SURVEY CONTROL
 GC2149  ___________________________________________________________________
 GC2149* NAD 83(1995)-  36 10 41.13360(N)    086 04 41.31520(W)     ADJUSTED  
 GC2149* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 GC2149  ___________________________________________________________________
 GC2149  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GC2149  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC2149
 GC2149  HORZ ORDER  -  SECOND
 GC2149
 GC2149.The horizontal coordinates were established by classical geodetic methods
 GC2149.and adjusted by the National Geodetic Survey in April 1999..
 GC2149
 GC2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2149
 GC2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2149
 GC2149.The geoid height was determined by GEOID03.
 GC2149
 GC2149;                    North         East     Units Scale Factor Converg.
 GC2149;SPC TN       -   204,678.712   592,970.442   MT  0.99996637   -0 02 44.7
 GC2149;SPC TN       -   671,516.74  1,945,437.19   sFT  0.99996637   -0 02 44.7
 GC2149;UTM  16      - 4,004,095.514   582,898.654   MT  0.99968467   +0 32 39.1
 GC2149
 GC2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2149!SPC TN       -   0.99996630  x   0.99996637  =   0.99993267
 GC2149!UTM  16      -   0.99996630  x   0.99968467  =   0.99965098
 GC2149
 GC2149:                Primary Azimuth Mark                     Grid Az
 GC2149:SPC TN       -  CANEY                                    253 06 49.5
 GC2149:UTM  16      -  CANEY                                    252 31 25.7
 GC2149
 GC2149|---------------------------------------------------------------------|
 GC2149| PID    Reference Object                     Distance      Geod. Az  |
 GC2149|                                                           dddmmss.s |
 GC2149| GC0287 CANEY                               APPROX. 3.6 KM 2530404.8 |
 GC2149|---------------------------------------------------------------------|
 GC2149
 GC2149                          SUPERSEDED SURVEY CONTROL
 GC2149
 GC2149  NAD 83(1995)-  36 10 41.13646(N)    086 04 41.31866(W) AD(       ) 2
 GC2149  NAD 83(1995)-  36 10 41.13736(N)    086 04 41.31973(W) AD(       ) 2
 GC2149  NAD 83(1986)-  36 10 41.14536(N)    086 04 41.31650(W) AD(       ) 2
 GC2149  NAD 27      -  36 10 40.93700(N)    086 04 41.35770(W) AD(       ) 2
 GC2149  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 GC2149
 GC2149.Superseded values are not recommended for survey control.
 GC2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2149.See file dsdata.txt to determine how the superseded data were derived.
 GC2149
 GC2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8289904096(NAD 83)
 GC2149_MARKER: Z = SEE DESCRIPTION
 GC2149_SETTING: 0 = UNSPECIFIED SETTING
 GC2149_STAMPING: TS-E2 1960
 GC2149_MARK LOGO: TNHD  
 GC2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2149
 GC2149  HISTORY     - Date     Condition        Report By
 GC2149  HISTORY     - 1960     MONUMENTED       TNHD
 GC2149
 GC2149                          STATION DESCRIPTION
 GC2149
 GC2149'DESCRIBED BY TN HIGHWAY DEPT 1960 (SLH)
 GC2149'THE STATION IS LOCATED ON THE PROPERTY OF MR. ROY MCCLANAHAN, AND
 GC2149'ABOUT 0.7 MILE SOUTHWEST OF GRANT.
 GC2149'
 GC2149'TO REACH THE STATION FROM THE CHURCH OF CHRIST IN GRANT, GO
 GC2149'SOUTHEAST, ON STATE HIGHWAY 141 FOR 0.1 MILE TO A SIDE ROAD RIGHT.
 GC2149'TURN RIGHT, AND FOLLOW GRAVELED ROAD SOUTHERLY FOR 0.7 MILE TO A
 GC2149'T-ROAD.  TURN RIGHT, AND GO WEST FOR 0.25 MILE TO THE TOP OF GRADE
 GC2149'AT PRIVATE ROAD AND TWO-STORY FRAME HOUSE ON THE RIGHT.  TURN RIGHT,
 GC2149'ONTO PRIVATE ROAD AND GO NORTH, ALONG WEST SIDE OF FENCE FOR 0.05
 GC2149'MILE TO THE END OF TRUCK TRAVEL, NEAR BARN.  PACK NORTH, THROUGH
 GC2149'WOODS CROSSING AN EAST-WEST ROCK FENCE, AND THE STATION AT THE
 GC2149'EXTREME NORTH END OF OPEN RIDGE.  A DISTANCE OF ABOUT 0.25 MILE.
 GC2149'
 GC2149'THE STATION IS A STANDARD TENNESSEE STATE T-STAKE, WITH A METAL CAP
 GC2149'SECURED TO THE TOP OF AN IRON STAKE, STAMPED TS-E2 1960, CEMENTED
 GC2149'INTO THE GROUND, AND PROJECTING 5 INCHES.  IT IS 86 FEET NORTH OF A
 GC2149'TRIANGULAR BLAZED 24-INCH TREE, 3.0 FEET SOUTH OF A WITNESS SIGN,
 GC2149'AND SET ON THE NORTH SLOPE OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3353 ***********************************************************************
 GA3353  DESIGNATION -  TS E3
 GA3353  PID         -  GA3353
 GA3353  STATE/COUNTY-  TN/SULLIVAN
 GA3353  USGS QUAD   -  BRISTOL (1991)
 GA3353
 GA3353                         *CURRENT SURVEY CONTROL
 GA3353  ___________________________________________________________________
 GA3353* NAD 83(1995)-  36 35 35.21263(N)    082 14 49.17752(W)     ADJUSTED  
 GA3353* NAVD 88     -       556.8    (meters)    1827.     (feet)  VERTCON   
 GA3353  ___________________________________________________________________
 GA3353  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GA3353  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA3353
 GA3353  HORZ ORDER  -  SECOND
 GA3353
 GA3353.The horizontal coordinates were established by classical geodetic methods
 GA3353.and adjusted by the National Geodetic Survey in April 1999..
 GA3353
 GA3353.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3353
 GA3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3353
 GA3353.The geoid height was determined by GEOID03.
 GA3353
 GA3353;                    North         East     Units Scale Factor Converg.
 GA3353;SPC TN       -   257,167.800   935,762.729   MT  1.00003606   +2 11 49.8
 GA3353;SPC TN       -   843,724.69  3,070,081.55   sFT  1.00003606   +2 11 49.8
 GA3353;SPC VA S     - 1,035,482.830 3,164,781.046   MT  1.00003603   -2 16 26.9
 GA3353;SPC VA S     - 3,397,246.58 10,383,119.15   sFT  1.00003603   -2 16 26.9
 GA3353;UTM  17      - 4,050,460.463   388,456.434   MT  0.99975329   -0 44 36.4
 GA3353
 GA3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3353!SPC TN       -   0.99991753  x   1.00003606  =   0.99995359
 GA3353!SPC VA S     -   0.99991753  x   1.00003603  =   0.99995356
 GA3353!UTM  17      -   0.99991753  x   0.99975329  =   0.99967084
 GA3353
 GA3353:                Primary Azimuth Mark                     Grid Az
 GA3353:SPC TN       -  CLOVER                                   237 51 32.5
 GA3353:SPC VA S     -  CLOVER                                   242 19 49.2
 GA3353:UTM  17      -  CLOVER                                   240 47 58.7
 GA3353
 GA3353|---------------------------------------------------------------------|
 GA3353| PID    Reference Object                     Distance      Geod. Az  |
 GA3353|                                                           dddmmss.s |
 GA3353| GA0346 CLOVER                              APPROX. 1.5 KM 2400322.3 |
 GA3353|---------------------------------------------------------------------|
 GA3353
 GA3353                          SUPERSEDED SURVEY CONTROL
 GA3353
 GA3353  NAD 83(1995)-  36 35 35.21303(N)    082 14 49.17754(W) AD(       ) 2
 GA3353  NAD 83(1995)-  36 35 35.21348(N)    082 14 49.18013(W) AD(       ) 2
 GA3353  NAD 83(1995)-  36 35 35.22654(N)    082 14 49.18403(W) AD(       ) 2
 GA3353  NAD 83(1986)-  36 35 35.22669(N)    082 14 49.18432(W) AD(       ) 2
 GA3353  NAD 27      -  36 35 34.83555(N)    082 14 49.69800(W) AD(       ) 2
 GA3353  NGVD 29 (07/19/86)  556.9    (m)         1827.     (f) VERT ANG       
 GA3353
 GA3353.Superseded values are not recommended for survey control.
 GA3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3353.See file dsdata.txt to determine how the superseded data were derived.
 GA3353
 GA3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8845650460(NAD 83)
 GA3353_MARKER: P = PIPE CAP
 GA3353_SETTING: 0 = UNSPECIFIED SETTING
 GA3353_STAMPING: TS E3 1961
 GA3353_MARK LOGO: TNHD  
 GA3353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3353
 GA3353  HISTORY     - Date     Condition        Report By
 GA3353  HISTORY     - 1961     MONUMENTED       CGS
 GA3353
 GA3353                          STATION DESCRIPTION
 GA3353
 GA3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3353'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF BRISTOL.
 GA3353'
 GA3353'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 58, 421 AND
 GA3353'11W IN THE WESTERN PART OF
 GA3353'BRISTOL, GO WEST ON HIGHWAY 11W FOR 2.1 MILES TO THE
 GA3353'STATION ON THE RIGHT.
 GA3353'
 GA3353'STATION MARK IS 37 FEET NORTHEAST OF THE CENTER OF 11W WEST BOUND
 GA3353'TRAFFIC LANE AND 1.6
 GA3353'FEET NORTHEAST OF A WITNESS POST.  THE MARK IS AN IRON STAKE
 GA3353'CEMENTED IN THE GROUND, FLUSH, WITH A METAL CAP PINNED TO
 GA3353'THE TOP AND IS STAMPED TS E3 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1484 ***********************************************************************
 FE1484  DESIGNATION -  TS F 1
 FE1484  PID         -  FE1484
 FE1484  STATE/COUNTY-  TN/SHELBY
 FE1484  USGS QUAD   -  GERMANTOWN (1997)
 FE1484
 FE1484                         *CURRENT SURVEY CONTROL
 FE1484  ___________________________________________________________________
 FE1484* NAD 83(1995)-  35 05 50.27729(N)    089 52 10.20713(W)     ADJUSTED  
 FE1484* NAVD 88     -        99.999  (meters)     328.08   (feet)  ADJUSTED  
 FE1484  ___________________________________________________________________
 FE1484  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FE1484  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1484  DYNAMIC HT  -          99.907 (meters)     327.78  (feet)  COMP
 FE1484  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 FE1484
 FE1484  HORZ ORDER  -  SECOND
 FE1484  VERT ORDER  -  SECOND    CLASS 0
 FE1484
 FE1484.The horizontal coordinates were established by classical geodetic methods
 FE1484.and adjusted by the National Geodetic Survey in April 1999..
 FE1484
 FE1484.The orthometric height was determined by differential leveling
 FE1484.and adjusted by the National Geodetic Survey in June 1991..
 FE1484
 FE1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1484
 FE1484.The geoid height was determined by GEOID03.
 FE1484
 FE1484.The dynamic height is computed by dividing the NAVD 88
 FE1484.geopotential number by the normal gravity value computed on the
 FE1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1484.degrees latitude (g = 980.6199 gals.).
 FE1484
 FE1484.The modeled gravity was interpolated from observed gravity values.
 FE1484
 FE1484;                    North         East     Units Scale Factor Converg.
 FE1484;SPC TN       -    91,737.324   247,260.073   MT  1.00003046   -2 15 55.3
 FE1484;SPC TN       -   300,974.87    811,219.09   sFT  1.00003046   -2 15 55.3
 FE1484;UTM  16      - 3,887,601.218   238,426.180   MT  1.00044333   -1 39 02.9
 FE1484
 FE1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1484!SPC TN       -   0.99998861  x   1.00003046  =   1.00001907
 FE1484!UTM  16      -   0.99998861  x   1.00044333  =   1.00043193
 FE1484
 FE1484:                Primary Azimuth Mark                     Grid Az
 FE1484:SPC TN       -  QUINCE                                   189 59 08.2
 FE1484:UTM  16      -  QUINCE                                   189 22 15.8
 FE1484
 FE1484|---------------------------------------------------------------------|
 FE1484| PID    Reference Object                     Distance      Geod. Az  |
 FE1484|                                                           dddmmss.s |
 FE1484| FE1485 QUINCE                              APPROX. 0.9 KM 1874312.9 |
 FE1484|---------------------------------------------------------------------|
 FE1484
 FE1484                          SUPERSEDED SURVEY CONTROL
 FE1484
 FE1484  NAD 83(1995)-  35 05 50.27939(N)    089 52 10.20531(W) AD(       ) 2
 FE1484  NAD 83(1995)-  35 05 50.28184(N)    089 52 10.20647(W) AD(       ) 2
 FE1484  NAD 83(1986)-  35 05 50.28744(N)    089 52 10.20731(W) AD(       ) 2
 FE1484  NAD 27      -  35 05 49.96220(N)    089 52 09.89880(W) AD(       ) 2
 FE1484  NGVD 29 (??/??/??)   99.968  (m)          327.98   (f) ADJUSTED    2 0
 FE1484
 FE1484.Superseded values are not recommended for survey control.
 FE1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1484.See file dsdata.txt to determine how the superseded data were derived.
 FE1484
 FE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3842687601(NAD 83)
 FE1484_MARKER: DE = TRAVERSE STATION DISK
 FE1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1484_STAMPING: TS-F1 1959
 FE1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1484+STABILITY: SURFACE MOTION
 FE1484
 FE1484  HISTORY     - Date     Condition        Report By
 FE1484  HISTORY     - 1959     MONUMENTED       CGS
 FE1484  HISTORY     - 1959     GOOD             CGS
 FE1484  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1484
 FE1484                          STATION DESCRIPTION
 FE1484
 FE1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1484'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF DOWNTOWN
 FE1484'MEMPHIS, AND ABOUT 3 MILES NORTHEAST OF OAKVILLE, 225 FEET WEST OF
 FE1484'BROOKFIELD RD., 8 FEET NORTH OF THE CENTER OF A DIM TRACK ROAD AND 4
 FE1484'FEET EAST OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN
 FE1484'10-INCH SQUARE CONCRETE POST WITH UNDERGROUND MARK.  IT PROJECTS 2
 FE1484'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TS-F1
 FE1484'1959.
 FE1484'
 FE1484'TO REACH THE STATION FROM THE INTERSECTION OF PARK RD. AND BROOKFIELD
 FE1484'RD., GO SOUTH ON BROOKFIELD RD. FOR 0.25 MILE TO A DIM TRACK ROAD
 FE1484'RIGHT, TURN RIGHT AND GO NORTH AND THEN WEST FOR 0.1 MILE TO THE
 FE1484'STATION ON THE RIGHT AS DESCRIBED.
 FE1484
 FE1484                          STATION RECOVERY (1959)
 FE1484
 FE1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1484'IN MEMPHIS.
 FE1484'TO REACH THE STATION FROM THE INTERSECTION OF PARK RD. AND
 FE1484'BROOKFIELD RD., GO SOUTH ON BROOKFIELD RD. FOR 0.25 MILE TO A
 FE1484'DIM TRACK ROAD RIGHT, TURN RIGHT AND GO NORTH AND THEN WEST FOR
 FE1484'0.1 MILE TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 FE1484'ABOUT 9 MILES EAST-SOUTHEAST OF DOWNTOWN MEMPHIS, AND ABOUT 3
 FE1484'MILES NORTHEAST OF OAKVILLE, 225 FEET WEST OF BROOKFIELD RD., 8
 FE1484'FEET NORTH OF THE CENTER OF DIM TRACK ROAD AND 4 FEET EAST OF A
 FE1484'WITNESS POST.  IT IS SET IN A 10-INCH SQUARE CONCRETE POST
 FE1484'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 FE1484'ABOUT 0.4 MILE SOUTHEAST OF N 17.
 FE1484
 FE1484                          STATION RECOVERY (1983)
 FE1484
 FE1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1484'NOT RECOVERED, POSSIBLY GRADED OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2436 ***********************************************************************
 GB2436  DESIGNATION -  TS F2
 GB2436  PID         -  GB2436
 GB2436  STATE/COUNTY-  TN/SMITH
 GB2436  USGS QUAD   -  GORDONSVILLE (1986)
 GB2436
 GB2436                         *CURRENT SURVEY CONTROL
 GB2436  ___________________________________________________________________
 GB2436* NAD 83(1995)-  36 10 33.18689(N)    085 57 41.82273(W)     ADJUSTED  
 GB2436* NAVD 88     -       237.4    (meters)     779.     (feet)  VERTCON   
 GB2436  ___________________________________________________________________
 GB2436  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GB2436  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB2436
 GB2436  HORZ ORDER  -  SECOND
 GB2436
 GB2436.The horizontal coordinates were established by classical geodetic methods
 GB2436.and adjusted by the National Geodetic Survey in April 1999..
 GB2436
 GB2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2436
 GB2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2436
 GB2436.The geoid height was determined by GEOID03.
 GB2436
 GB2436;                    North         East     Units Scale Factor Converg.
 GB2436;SPC TN       -   204,431.650   603,452.897   MT  0.99996614   +0 01 20.9
 GB2436;SPC TN       -   670,706.17  1,979,828.38   sFT  0.99996614   +0 01 20.9
 GB2436;UTM  16      - 4,003,956.485   593,380.263   MT  0.99970744   +0 36 46.7
 GB2436
 GB2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2436!SPC TN       -   0.99996736  x   0.99996614  =   0.99993351
 GB2436!UTM  16      -   0.99996736  x   0.99970744  =   0.99967481
 GB2436
 GB2436:                Primary Azimuth Mark                     Grid Az
 GB2436:SPC TN       -  DYER                                     275 39 53.7
 GB2436:UTM  16      -  DYER                                     275 04 27.9
 GB2436
 GB2436|---------------------------------------------------------------------|
 GB2436| PID    Reference Object                     Distance      Geod. Az  |
 GB2436|                                                           dddmmss.s |
 GB2436| GB1830 DYER                                APPROX. 2.7 KM 2754114.6 |
 GB2436|---------------------------------------------------------------------|
 GB2436
 GB2436                          SUPERSEDED SURVEY CONTROL
 GB2436
 GB2436  NAD 83(1995)-  36 10 33.18965(N)    085 57 41.82631(W) AD(       ) 2
 GB2436  NAD 83(1995)-  36 10 33.18958(N)    085 57 41.82792(W) AD(       ) 2
 GB2436  NAD 83(1986)-  36 10 33.19885(N)    085 57 41.82335(W) AD(       ) 2
 GB2436  NAD 27      -  36 10 32.98450(N)    085 57 41.87270(W) AD(       ) 2
 GB2436  NGVD 29 (07/19/86)  237.5    (m)          779.     (f) VERT ANG       
 GB2436
 GB2436.Superseded values are not recommended for survey control.
 GB2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2436.See file dsdata.txt to determine how the superseded data were derived.
 GB2436
 GB2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9338003956(NAD 83)
 GB2436_MARKER: Z = SEE DESCRIPTION
 GB2436_SETTING: 66 = SET IN ROCK OUTCROP
 GB2436_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GB2436_STAMPING: TS-F2 1960
 GB2436_MARK LOGO: TNHD  
 GB2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2436
 GB2436  HISTORY     - Date     Condition        Report By
 GB2436  HISTORY     - 1960     MONUMENTED       TNGS
 GB2436  HISTORY     - 1963     GOOD             CGS
 GB2436
 GB2436                          STATION DESCRIPTION
 GB2436
 GB2436'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1960 (SLH)
 GB2436'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.R.WATTS, ABOUT 1-1/2
 GB2436'MILES WEST OF GORDONSVILLE, AND ON THE NORTHEAST SLOPE OF OPEN
 GB2436'PASTURE LAND.
 GB2436'
 GB2436'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO WEST,
 GB2436'ON STATE HIGHWAY 141 FOR 0.6 MILE TO THE JUNCTION WITH STATE
 GB2436'HIGHWAY 53. KEEP LEFT, AND CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY
 GB2436'141 FOR 0.85 MILE A WIRE GAP AND T-FENCE CORNER ON THE LEFT, AND A
 GB2436'CURVE TO THE RIGHT IN THE HIGHWAY, AND END OF TRUCK TRAVEL. PACK
 GB2436'WEST, UP HILL ALONG NORTH SIDE OF WIRE FENCE, THEN NORTH, ABOUT
 GB2436'36 PACES TO THE STATION.
 GB2436'
 GB2436'THE STATION IS A STANDARD TENNESSEE STATE T-STAKE CAP, CEMENTED IN A
 GB2436'DEPRESSION IN OUTCROPPING BEDROCK, STAMPED TS-F2 1960, AND SET
 GB2436'FLUSH, IT IS 107 FEET NORTH OF AN EAST-WEST WIRE FENCE AND 4.5 FEET
 GB2436'NORTH OF A WITNESS SIGN.
 GB2436
 GB2436                          STATION RECOVERY (1963)
 GB2436
 GB2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2436'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  WITNESS POST
 GB2436'INTACT.
 GB2436'
 GB2436'1960 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1337 ***********************************************************************
 FC1337  DESIGNATION -  TS F3
 FC1337  PID         -  FC1337
 FC1337  STATE/COUNTY-  TN/MARION
 FC1337  USGS QUAD   -  MONTEAGLE (1982)
 FC1337
 FC1337                         *CURRENT SURVEY CONTROL
 FC1337  ___________________________________________________________________
 FC1337* NAD 83(1995)-  35 09 59.06788(N)    085 47 22.09561(W)     ADJUSTED  
 FC1337* NAVD 88     -       207.281  (meters)     680.05   (feet)  ADJUSTED  
 FC1337  ___________________________________________________________________
 FC1337  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FC1337  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1337  DYNAMIC HT  -         207.075 (meters)     679.38  (feet)  COMP
 FC1337  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 FC1337
 FC1337  HORZ ORDER  -  SECOND
 FC1337  VERT ORDER  -  SECOND    CLASS 0
 FC1337
 FC1337.The horizontal coordinates were established by classical geodetic methods
 FC1337.and adjusted by the National Geodetic Survey in April 1999..
 FC1337
 FC1337.The orthometric height was determined by differential leveling
 FC1337.and adjusted by the National Geodetic Survey in June 1991..
 FC1337
 FC1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1337
 FC1337.The geoid height was determined by GEOID03.
 FC1337
 FC1337.The dynamic height is computed by dividing the NAVD 88
 FC1337.geopotential number by the normal gravity value computed on the
 FC1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1337.degrees latitude (g = 980.6199 gals.).
 FC1337
 FC1337.The modeled gravity was interpolated from observed gravity values.
 FC1337
 FC1337;                    North         East     Units Scale Factor Converg.
 FC1337;SPC TN       -    92,451.010   619,180.105   MT  1.00001580   +0 07 23.7
 FC1337;SPC TN       -   303,316.36  2,031,426.73   sFT  1.00001580   +0 07 23.7
 FC1337;UTM  16      - 3,892,168.104   610,241.460   MT  0.99974978   +0 41 50.2
 FC1337
 FC1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1337!SPC TN       -   0.99997199  x   1.00001580  =   0.99998779
 FC1337!UTM  16      -   0.99997199  x   0.99974978  =   0.99972178
 FC1337
 FC1337:                Primary Azimuth Mark                     Grid Az
 FC1337:SPC TN       -  CUT                                      308 58 19.7
 FC1337:UTM  16      -  CUT                                      308 23 53.2
 FC1337
 FC1337|---------------------------------------------------------------------|
 FC1337| PID    Reference Object                     Distance      Geod. Az  |
 FC1337|                                                           dddmmss.s |
 FC1337| FC1339 CUT                                 APPROX. 2.2 KM 3090543.4 |
 FC1337|---------------------------------------------------------------------|
 FC1337
 FC1337                          SUPERSEDED SURVEY CONTROL
 FC1337
 FC1337  NAD 83(1995)-  35 09 59.06949(N)    085 47 22.09536(W) AD(       ) 2
 FC1337  NAD 83(1995)-  35 09 59.06967(N)    085 47 22.09643(W) AD(       ) 2
 FC1337  NAD 83(1995)-  35 09 59.07302(N)    085 47 22.09358(W) AD(       ) 2
 FC1337  NAD 83(1986)-  35 09 59.07372(N)    085 47 22.09309(W) AD(       ) 2
 FC1337  NAD 27      -  35 09 58.78170(N)    085 47 22.19390(W) AD(       ) 2
 FC1337  NGVD 29 (??/??/92)  207.271  (m)          680.02   (f) ADJ UNCH    2 0
 FC1337
 FC1337.Superseded values are not recommended for survey control.
 FC1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1337.See file dsdata.txt to determine how the superseded data were derived.
 FC1337
 FC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1024192168(NAD 83)
 FC1337_MARKER: DE = TRAVERSE STATION DISK
 FC1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1337_STAMPING: TS F3 1962
 FC1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1337+STABILITY: SURFACE MOTION
 FC1337
 FC1337  HISTORY     - Date     Condition        Report By
 FC1337  HISTORY     - 1962     MONUMENTED       CGS
 FC1337  HISTORY     - 1962     GOOD             CGS
 FC1337
 FC1337                          STATION DESCRIPTION
 FC1337
 FC1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1337'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF MONTEAGLE AND
 FC1337'150 FEET SOUTHWEST OF MARTIN SPRINGS.
 FC1337'
 FC1337'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1337'ON U.S. HIGHWAYS 41 AND 64 FOR 6.4 TO THE STATION ON THE LEFT.
 FC1337'
 FC1337'STATION MARK IS 62 FEET NORTHWEST OF A POWER POLE NUMBER 154 AND 33
 FC1337'FEET NORTHEAST OF THE CENTER LINE OF U.S.  HIGHWAYS 41 AND
 FC1337'64. THE MARK IS A STANDARD TRAVERSE DISK SET IN A ROUND CONCRETE
 FC1337'CYLINDER, FLUSH AND STAMPED TS- F3 1962.
 FC1337
 FC1337                          STATION RECOVERY (1962)
 FC1337
 FC1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1337'6.5 MI SE FROM MONTEAGLE.
 FC1337'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO
 FC1337'SOUTHEAST ON U.S. HIGHWAYS 41 AND 64 FOR 6.4 MILES TO THE
 FC1337'STATION ON THE LEFT, 150 FEET SOUTHWEST OF MARTIN SPRINGS, 62
 FC1337'FEET NORTHWEST OF POWER LINE POLE NUMBER 154 AND 33 FEET
 FC1337'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAYS 41 AND 64.  A
 FC1337'STANDARD TRAVERSE DISK SET IN A ROUND CONCRETE CYLINDER FLUSH
 FC1337'WITH THE GROUND AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 FC1337'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1489 ***********************************************************************
 FE1489  DESIGNATION -  TS G 1
 FE1489  PID         -  FE1489
 FE1489  STATE/COUNTY-  TN/SHELBY
 FE1489  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1489
 FE1489                         *CURRENT SURVEY CONTROL
 FE1489  ___________________________________________________________________
 FE1489* NAD 83(1995)-  35 05 03.64769(N)    089 52 50.68547(W)     ADJUSTED  
 FE1489* NAVD 88     -        81.595  (meters)     267.70   (feet)  ADJUSTED  
 FE1489  ___________________________________________________________________
 FE1489  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE1489  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1489  DYNAMIC HT  -          81.520 (meters)     267.45  (feet)  COMP
 FE1489  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1489
 FE1489  HORZ ORDER  -  SECOND
 FE1489  VERT ORDER  -  SECOND    CLASS 0
 FE1489
 FE1489.The horizontal coordinates were established by classical geodetic methods
 FE1489.and adjusted by the National Geodetic Survey in April 1999..
 FE1489
 FE1489.The orthometric height was determined by differential leveling
 FE1489.and adjusted by the National Geodetic Survey in June 1991..
 FE1489
 FE1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1489
 FE1489.The geoid height was determined by GEOID03.
 FE1489
 FE1489.The dynamic height is computed by dividing the NAVD 88
 FE1489.geopotential number by the normal gravity value computed on the
 FE1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1489.degrees latitude (g = 980.6199 gals.).
 FE1489
 FE1489.The modeled gravity was interpolated from observed gravity values.
 FE1489
 FE1489;                    North         East     Units Scale Factor Converg.
 FE1489;SPC TN       -    90,341.995   246,178.652   MT  1.00003336   -2 16 19.0
 FE1489;SPC TN       -   296,397.03    807,671.13   sFT  1.00003336   -2 16 19.0
 FE1489;UTM  16      - 3,886,193.780   237,359.352   MT  1.00045022   -1 39 24.3
 FE1489
 FE1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1489!SPC TN       -   0.99999150  x   1.00003336  =   1.00002486
 FE1489!UTM  16      -   0.99999150  x   1.00045022  =   1.00044171
 FE1489
 FE1489:                Primary Azimuth Mark                     Grid Az
 FE1489:SPC TN       -  MORIAH                                   267 40 35.4
 FE1489:UTM  16      -  MORIAH                                   267 03 40.7
 FE1489
 FE1489|---------------------------------------------------------------------|
 FE1489| PID    Reference Object                     Distance      Geod. Az  |
 FE1489|                                                           dddmmss.s |
 FE1489| FE1490 MORIAH                              APPROX. 1.2 KM 2652416.4 |
 FE1489|---------------------------------------------------------------------|
 FE1489
 FE1489                          SUPERSEDED SURVEY CONTROL
 FE1489
 FE1489  NAD 83(1995)-  35 05 03.64960(N)    089 52 50.68378(W) AD(       ) 2
 FE1489  NAD 83(1995)-  35 05 03.65215(N)    089 52 50.68500(W) AD(       ) 2
 FE1489  NAD 83(1986)-  35 05 03.65770(N)    089 52 50.68576(W) AD(       ) 2
 FE1489  NAD 27      -  35 05 03.33160(N)    089 52 50.37620(W) AD(       ) 2
 FE1489  NGVD 29 (??/??/??)   81.565  (m)          267.60   (f) ADJUSTED    2 0
 FE1489
 FE1489.Superseded values are not recommended for survey control.
 FE1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1489.See file dsdata.txt to determine how the superseded data were derived.
 FE1489
 FE1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3735986194(NAD 83)
 FE1489_MARKER: DE = TRAVERSE STATION DISK
 FE1489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1489_SP_SET: CULVERT
 FE1489_STAMPING: TS-G1 1959
 FE1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1489
 FE1489  HISTORY     - Date     Condition        Report By
 FE1489  HISTORY     - 1959     MONUMENTED       CGS
 FE1489  HISTORY     - 1959     GOOD             CGS
 FE1489  HISTORY     - 1989     POOR             USE
 FE1489
 FE1489                          STATION DESCRIPTION
 FE1489
 FE1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1489'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE DOWNTOWN
 FE1489'BUSINESS CENTER OF MEMPHIS AND 0.6 MILE EAST- NORTHEAST OF THE
 FE1489'MT. MORIAH ROAD INTERCHANGE.  IT IS 47 FEET NORTHWEST OF THE
 FE1489'APPROXIMATE CENTER OF THE EAST BOUND TRAFFIC LANES OF THE
 FE1489'INTERSTATE HIGHWAY (NOW UNDER CONSTRUCTION) AND 47 FEET SOUTHEAST OF
 FE1489'THE APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC LANES OF THE
 FE1489'INTERSTATE HIGHWAY (NOW UNDER CONSTRUCTION).  THE MARK IS A STANDARD
 FE1489'TRAVERSE DISK, STAMPED TS-G1 1959, WHICH IS CEMENTED IN A DRILL
 FE1489'HOLE IN A 3-FOOT SQUARE CONCRETE CULVERT TOP PROJECTING 1 FOOT ABOVE
 FE1489'THE SURFACE OF THE GROUND.
 FE1489'
 FE1489'TO REACH FROM THE MT. MORIAH ROAD INTERCHANGE, PASS THROUGH A WIRE
 FE1489'GATE (LOCKED, GET KEY FROM S AND W CONSTRUCTION COMPANY FIELD
 FE1489'OFFICE AT THE NORTH END OF INTERCHANGE) ABOUT 100 YARDS SOUTHEAST OF
 FE1489'THE OVERHEAD AND DRIVE EASTERLY ON THE NEW EXPRESSWAY ROAD GRADE
 FE1489'FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FE1489
 FE1489                          STATION RECOVERY (1959)
 FE1489
 FE1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1489'IN MEMPHIS.
 FE1489'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE
 FE1489'DOWNTOWN BUSINESS CENTER OF MEMPHIS AND 0.6 MILE EAST-NORTHEAST
 FE1489'OF THE MT. MORIAH ROAD INTERCHANGE.  IT IS 47 FEET NORTHWEST
 FE1489'OF THE APPROXIMATE CENTER OF THE EAST BOUND TRAFFIC LANES OF
 FE1489'THE INTERSTATE HIGHWAY (NOW UNDER CONSTRUCTION) AND 47 FEET
 FE1489'SOUTHEAST OF THE APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC
 FE1489'LANES OF THE INTERSTATE HIGHWAY (NOW UNDER CONSTRUCTION).  THE
 FE1489'MARK IS A STANDARD TRAVERSE DISK, STAMPED TS-G1 1959, WHICH IS
 FE1489'CEMENTED IN A DRILL HOLE IN A 3-FOOT SQUARE CONCRETE CULVERT
 FE1489'TOP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS
 FE1489'ABOUT 0.8 MILE SOUTHWEST OF STATION QUINCE 1959, AND ABOUT 0.25
 FE1489'MILE WEST OF B 215.
 FE1489
 FE1489                          STATION RECOVERY (1989)
 FE1489
 FE1489'RECOVERY NOTE BY US ENGINEERS 1989 (MH)
 FE1489'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2570 ***********************************************************************
 FE2570  DESIGNATION -  TS H 1
 FE2570  PID         -  FE2570
 FE2570  STATE/COUNTY-  TN/SHELBY
 FE2570  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2570
 FE2570                         *CURRENT SURVEY CONTROL
 FE2570  ___________________________________________________________________
 FE2570* NAD 83(1995)-  35 05 41.95400(N)    089 53 19.09362(W)     ADJUSTED  
 FE2570* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 FE2570  ___________________________________________________________________
 FE2570  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2570  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2570
 FE2570  HORZ ORDER  -  SECOND
 FE2570
 FE2570.The horizontal coordinates were established by classical geodetic methods
 FE2570.and adjusted by the National Geodetic Survey in April 1999..
 FE2570
 FE2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2570
 FE2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2570
 FE2570.The geoid height was determined by GEOID03.
 FE2570
 FE2570;                    North         East     Units Scale Factor Converg.
 FE2570;SPC TN       -    91,550.155   245,506.460   MT  1.00003097   -2 16 35.6
 FE2570;SPC TN       -   300,360.80    805,465.78   sFT  1.00003097   -2 16 35.6
 FE2570;UTM  16      - 3,887,395.161   236,673.943   MT  1.00045467   -1 39 42.2
 FE2570
 FE2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2570!SPC TN       -   0.99998772  x   1.00003097  =   1.00001869
 FE2570!UTM  16      -   0.99998772  x   1.00045467  =   1.00044239
 FE2570
 FE2570:                Primary Azimuth Mark                     Grid Az
 FE2570:SPC TN       -  WHITE 2                                  025 57 21.7
 FE2570:UTM  16      -  WHITE 2                                  025 20 28.3
 FE2570
 FE2570|---------------------------------------------------------------------|
 FE2570| PID    Reference Object                     Distance      Geod. Az  |
 FE2570|                                                           dddmmss.s |
 FE2570| FE1480 WHITE 2                             APPROX. 1.2 KM 0234046.1 |
 FE2570|---------------------------------------------------------------------|
 FE2570
 FE2570                          SUPERSEDED SURVEY CONTROL
 FE2570
 FE2570  NAD 83(1995)-  35 05 41.95600(N)    089 53 19.09215(W) AD(       ) 2
 FE2570  NAD 83(1995)-  35 05 41.95859(N)    089 53 19.09322(W) AD(       ) 2
 FE2570  NAD 83(1986)-  35 05 41.96410(N)    089 53 19.09405(W) AD(       ) 2
 FE2570  NAD 27      -  35 05 41.63900(N)    089 53 18.78280(W) AD(       ) 2
 FE2570  NGVD 29 (07/19/86)  105.6    (m)          346.     (f) VERT ANG       
 FE2570
 FE2570.Superseded values are not recommended for survey control.
 FE2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2570.See file dsdata.txt to determine how the superseded data were derived.
 FE2570
 FE2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3667487395(NAD 83)
 FE2570_MARKER: DE = TRAVERSE STATION DISK
 FE2570_SETTING: 0 = UNSPECIFIED SETTING
 FE2570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2570
 FE2570  HISTORY     - Date     Condition        Report By
 FE2570  HISTORY     - 1959     MONUMENTED       CGS
 FE2570
 FE2570                          STATION DESCRIPTION
 FE2570
 FE2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2570'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE DOWNTOWN
 FE2570'BUSINESS CENTER OF MEMPHIS, ON THE ROOFTOP OF THE SEA ISLE SCHOOL
 FE2570'WHICH IS ALONG THE NORTH SIDE OF SEA ISLE ROAD.  IT IS 29.5 FEET
 FE2570'SOUTH OF THE NORTH EDGE OF THE ROOF, 28.2 FEET NORTH OF THE SOUTH
 FE2570'EDGE OF THE ROOF AND 12.4 FEET EAST OF THE WEST EDGE OF THE ROOF.
 FE2570'THE MARK IS A STANDARD TRAVERSE DISK, STAMPED TS-H1 1959, WHICH IS
 FE2570'CEMENTED IN A DRILL HOLE IN THE ROOF TOP.
 FE2570'
 FE2570'TO REACH THE SEA ISLE SCHOOL AND STATION FROM THE INTERSECTION OF
 FE2570'POPLAR AVENUE AND MT. MORIAH ROAD, GO SOUTH ON MT.  MORIAH ROAD
 FE2570'FOR 0.35 MILE TO A TRAFFIC LIGHT AT THE INTERSECTION WITH PARK ROAD,
 FE2570'CONTINUE STRAIGHT AHEAD SOUTH ON MT.  MORIAH ROAD FOR 0.95 MILE TO
 FE2570'THE INTERSECTION OF SEA ISLE ROAD AND MORIAH ROAD, TURN LEFT ON SEA
 FE2570'ISLE ROAD AND GO EAST FOR 0.35 MILE TO DRIVEWAY ENTRANCE ON THE
 FE2570'LEFT, ENTER DRIVE AND PROCEED TO THE REAR OF SEA ISLE SCHOOL TO
 FE2570'PARKING AREA AND STATION AS DESCRIBED ON THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1492 ***********************************************************************
 FD1492  DESIGNATION -  TS H1
 FD1492  PID         -  FD1492
 FD1492  STATE/COUNTY-  TN/WILLIAMSON
 FD1492  USGS QUAD   -  FRANKLIN (1981)
 FD1492
 FD1492                         *CURRENT SURVEY CONTROL
 FD1492  ___________________________________________________________________
 FD1492* NAD 83(1995)-  35 52 55.08682(N)    086 51 01.90791(W)     ADJUSTED  
 FD1492* NAVD 88     -       257.6    (meters)     845.     (feet)  VERTCON   
 FD1492  ___________________________________________________________________
 FD1492  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FD1492  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD1492
 FD1492  HORZ ORDER  -  SECOND
 FD1492
 FD1492.The horizontal coordinates were established by classical geodetic methods
 FD1492.and adjusted by the National Geodetic Survey in April 1999..
 FD1492
 FD1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1492
 FD1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1492
 FD1492.The geoid height was determined by GEOID03.
 FD1492
 FD1492;                    North         East     Units Scale Factor Converg.
 FD1492;SPC TN       -   172,153.277   523,203.873   MT  0.99994875   -0 29 52.6
 FD1492;SPC TN       -   564,806.21  1,716,544.71   sFT  0.99994875   -0 29 52.6
 FD1492;UTM  16      - 3,970,867.485   513,491.428   MT  0.99960224   +0 05 15.4
 FD1492
 FD1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1492!SPC TN       -   0.99996406  x   0.99994875  =   0.99991281
 FD1492!UTM  16      -   0.99996406  x   0.99960224  =   0.99956631
 FD1492
 FD1492:                Primary Azimuth Mark                     Grid Az
 FD1492:SPC TN       -  FRANKLIN RADIO STA WAGG MAST             010 42 53.8
 FD1492:UTM  16      -  FRANKLIN RADIO STA WAGG MAST             010 07 45.8
 FD1492
 FD1492|---------------------------------------------------------------------|
 FD1492| PID    Reference Object                     Distance      Geod. Az  |
 FD1492|                                                           dddmmss.s |
 FD1492| FD1490 FRANKLIN RADIO STA WAGG MAST        APPROX. 8.4 KM 0101301.2 |
 FD1492| FD1489 FRANKLIN MUNICIPAL TANK             APPROX. 5.0 KM 3402041.2 |
 FD1492| FD1488 FRANKLIN MAGIC CHEF WATER TANK      APPROX. 5.7 KM 3501546.8 |
 FD1492|---------------------------------------------------------------------|
 FD1492
 FD1492                          SUPERSEDED SURVEY CONTROL
 FD1492
 FD1492  NAD 83(1995)-  35 52 55.08914(N)    086 51 01.90914(W) AD(       ) 2
 FD1492  NAD 83(1986)-  35 52 55.09759(N)    086 51 01.91043(W) AD(       ) 2
 FD1492  NAD 27      -  35 52 54.86060(N)    086 51 01.90450(W) AD(       ) 2
 FD1492  NGVD 29 (07/19/86)  257.6    (m)          845.     (f) VERT ANG       
 FD1492
 FD1492.Superseded values are not recommended for survey control.
 FD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1492.See file dsdata.txt to determine how the superseded data were derived.
 FD1492
 FD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1349170867(NAD 83)
 FD1492_MARKER: DS = TRIANGULATION STATION DISK
 FD1492_SETTING: 66 = SET IN ROCK OUTCROP
 FD1492_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1492_STAMPING: TS-H1 1960
 FD1492_MARK LOGO: CGS   
 FD1492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1492+STABILITY: POSITION/ELEVATION WELL
 FD1492
 FD1492  HISTORY     - Date     Condition        Report By
 FD1492  HISTORY     - 1960     MONUMENTED       CGS
 FD1492
 FD1492                          STATION DESCRIPTION
 FD1492
 FD1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1492'THE STATION IS LOCATED ON A DOME TOP HILL ABOUT 2.5 MILES SOUTHEAST
 FD1492'OF FRANKLIN AND ON PROPERTY
 FD1492'OWNED BY MR JOE BOWMAN.
 FD1492'
 FD1492'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO SOUTHEAST
 FD1492'ON U S HIGHWAY NO 431
 FD1492'FOR 3.4 MILES TO A WIRE GATE ON THE RIGHT, TURN RIGHT,
 FD1492'WEST, FOR 0.1 MILE TO THE TOP OF
 FD1492'RIDGE, TURN RIGHT, NORTH, FOR 0.1
 FD1492'MILE TO THE TOP OF THE HILL AND THE STATION.
 FD1492'
 FD1492'STATION MARK IS 25 FEET WEST OF A 36-INCH TRIANGLE BLAZED OAK TREE, 3
 FD1492'FEET WEST OF A WITNESS SIGN
 FD1492'AND IS SET ON THE NORTH SLOPE OF THE HILL.  THE
 FD1492'MARK IS A STANDARD DISK CEMENTED IN
 FD1492'A DRILL HOLE IN OUTCROPPING
 FD1492'BEDROCK, SET FLUSH AND IS STAMPED TS-H1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2394 ***********************************************************************
 GB2394  DESIGNATION -  TS H2
 GB2394  PID         -  GB2394
 GB2394  STATE/COUNTY-  TN/PUTNAM
 GB2394  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2394
 GB2394                         *CURRENT SURVEY CONTROL
 GB2394  ___________________________________________________________________
 GB2394* NAD 83(1995)-  36 08 08.26063(N)    085 25 52.30301(W)     ADJUSTED  
 GB2394* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 GB2394  ___________________________________________________________________
 GB2394  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GB2394  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB2394
 GB2394  HORZ ORDER  -  THIRD
 GB2394
 GB2394.The horizontal coordinates were established by classical geodetic methods
 GB2394.and adjusted by the National Geodetic Survey in April 1999..
 GB2394
 GB2394.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2394
 GB2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2394
 GB2394.The geoid height was determined by GEOID03.
 GB2394
 GB2394;                    North         East     Units Scale Factor Converg.
 GB2394;SPC TN       -   200,112.881   651,195.349   MT  0.99996221   +0 19 58.8
 GB2394;SPC TN       -   656,537.01  2,136,463.41   sFT  0.99996221   +0 19 58.8
 GB2394;UTM  16      - 4,000,131.491   641,155.558   MT  0.99984551   +0 55 31.0
 GB2394
 GB2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2394!SPC TN       -   0.99995541  x   0.99996221  =   0.99991762
 GB2394!UTM  16      -   0.99995541  x   0.99984551  =   0.99980093
 GB2394
 GB2394:                Primary Azimuth Mark                     Grid Az
 GB2394:SPC TN       -  CLOVER                                   263 43 48.2
 GB2394:UTM  16      -  CLOVER                                   263 08 16.0
 GB2394
 GB2394|---------------------------------------------------------------------|
 GB2394| PID    Reference Object                     Distance      Geod. Az  |
 GB2394|                                                           dddmmss.s |
 GB2394| GB1689 CLOVER                              APPROX. 1.8 KM 2640347.0 |
 GB2394|---------------------------------------------------------------------|
 GB2394
 GB2394                          SUPERSEDED SURVEY CONTROL
 GB2394
 GB2394  NAD 83(1995)-  36 08 08.26317(N)    085 25 52.30492(W) AD(       ) 3
 GB2394  NAD 83(1995)-  36 08 08.26614(N)    085 25 52.30653(W) AD(       ) 3
 GB2394  NAD 83(1986)-  36 08 08.27303(N)    085 25 52.30553(W) AD(       ) 3
 GB2394  NAD 27      -  36 08 08.04740(N)    085 25 52.39220(W) AD(       ) 3
 GB2394  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 GB2394
 GB2394.Superseded values are not recommended for survey control.
 GB2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2394.See file dsdata.txt to determine how the superseded data were derived.
 GB2394
 GB2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4115600131(NAD 83)
 GB2394_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GB2394_SETTING: 0 = UNSPECIFIED SETTING
 GB2394_STAMPING: TSH2 1960
 GB2394_MARK LOGO: CGS   
 GB2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2394
 GB2394  HISTORY     - Date     Condition        Report By
 GB2394  HISTORY     - 1960     MONUMENTED       CGS
 GB2394  HISTORY     - 1968     GOOD             CGS
 GB2394
 GB2394                          STATION DESCRIPTION
 GB2394
 GB2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2394'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF COOKEVILLE.
 GB2394'
 GB2394'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 GB2394'COOKEVILLE, GO SOUTHEAST ON U.S. HIGHWAY 70N FOR 4.4 MILES TO THE
 GB2394'SOUTH SIDE OF INTERSTATE HIGHWAY 40 AT AN OILED ROAD ON THE LEFT,
 GB2394'TURN LEFT AND GO 1.1 MILES TO THE STATION ON THE RIGHT.
 GB2394'
 GB2394'THE STATION IS 46 FEET WEST OF A TELEPHONE POLE, 31 FEET NORTHEAST OF
 GB2394'A GATE POST AT THE WEST END OF BARN YARD, 19 FEET SOUTH OF THE
 GB2394'CENTER OF AN OILED ROAD AND 15.2 FEET NORTHWEST OF A WITNESS POST.
 GB2394'IT IS A 1-INCH DISK ATTACHED TO THE TOP OF A T-STAKE WITH A NAIL,
 GB2394'FLUSH, AND STAMPED TSH2 1960.
 GB2394
 GB2394                          STATION RECOVERY (1968)
 GB2394
 GB2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GB2394'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GB2394'
 GB2394'DUE TO CHANGES IN THE ROADS AND HIGHWAYS, THE ORIGINAL STATION
 GB2394'TO-REACH IS NO LONGER ADEQUATE.
 GB2394'
 GB2394'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2394'
 GB2394'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF COOKEVILLE AND
 GB2394'ALONG THE RIGHT-OF-WAY OF AN OILED COUNTRY ROAD.
 GB2394'
 GB2394'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUTNAM COUNTY
 GB2394'COURTHOUSE IN COOKEVILLE, GO EAST AND SOUTH ON U. S. HIGHWAY
 GB2394'70N FOR 3.45 MILES TO A DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.
 GB2394'PASS OVER INTERSTATE ROUTE 40 AND CONTINUE SOUTH ON U. S. HIGHWAY
 GB2394'70N FOR 0.25 OF A MILE TO AN OILED ROAD SHARP LEFT, TURN SHARP LEFT
 GB2394'ON THIS OILED ROAD AND GO NORTH, NORTHEAST AND EASTERLY FOR 1.2
 GB2394'MILES TO THE FARM HOME OF J. M. BUCKNER ON THE RIGHT, A GRAVELED T
 GB2394'ROAD ON THE LEFT, AND THE MARK ON THE RIGHT AS DESCRIBED.
 GB2394'
 GB2394'THE STATION IS 55 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB2394'THE T INTERSECTION OF THE OILED ROAD AND A GRAVELED ROAD NORTH,
 GB2394'44.5 FEET WEST OF A GUYED TELEPHONE POLE, 31 FEET EAST-NORTHEAST OF
 GB2394'THE NORTH GATE POST OF A BARNLOT GATE, 20 FEET SOUTH OF THE
 GB2394'APPROXIMATE CENTER OF THE OILED ROAD, 15 FEET NORTH-NORTHWEST OF A
 GB2394'METAL WITNESS POST AND SIGN, AND 15 FEET NORTH OF A WOVEN WIRE FENCE
 GB2394'ALONG THE NORTH EDGE OF A BARN LOT.  IT IS A METAL T STAKE SURROUNDED
 GB2394'BY ABOUT A 6-INCH CYLINDER OF CONCRETE FLUSH WITH THE SURFACE OF
 GB2394'THE GROUND AND HAS A ONE INCH METAL CAP ATTACHED TO THE TOP OF THE
 GB2394'METAL STAKE WITH A STEEL NAIL AND THE CAP IS STAMPED TSH2 1960.  NO
 GB2394'NOTE.
 GB2394'
 GB2394'THIS MARK SERVES AS THE AZIMUTH MARK FOR TRAVERSE STATION CLOVER 2
 GB2394'1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1495 ***********************************************************************
 FE1495  DESIGNATION -  TS J 1
 FE1495  PID         -  FE1495
 FE1495  STATE/COUNTY-  TN/SHELBY
 FE1495  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1495
 FE1495                         *CURRENT SURVEY CONTROL
 FE1495  ___________________________________________________________________
 FE1495* NAD 83(1995)-  35 04 41.15605(N)    089 55 15.51605(W)     ADJUSTED  
 FE1495* NAVD 88     -        78.190  (meters)     256.53   (feet)  ADJUSTED  
 FE1495  ___________________________________________________________________
 FE1495  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FE1495  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1495  DYNAMIC HT  -          78.118 (meters)     256.29  (feet)  COMP
 FE1495  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FE1495
 FE1495  HORZ ORDER  -  SECOND
 FE1495  VERT ORDER  -  SECOND    CLASS 0
 FE1495
 FE1495.The horizontal coordinates were established by classical geodetic methods
 FE1495.and adjusted by the National Geodetic Survey in April 1999..
 FE1495
 FE1495.The orthometric height was determined by differential leveling
 FE1495.and adjusted by the National Geodetic Survey in June 1991..
 FE1495
 FE1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1495
 FE1495.The geoid height was determined by GEOID03.
 FE1495
 FE1495.The dynamic height is computed by dividing the NAVD 88
 FE1495.geopotential number by the normal gravity value computed on the
 FE1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1495.degrees latitude (g = 980.6199 gals.).
 FE1495
 FE1495.The modeled gravity was interpolated from observed gravity values.
 FE1495
 FE1495;                    North         East     Units Scale Factor Converg.
 FE1495;SPC TN       -    89,795.596   242,484.864   MT  1.00003478   -2 17 43.8
 FE1495;SPC TN       -   294,604.38    795,552.42   sFT  1.00003478   -2 17 43.8
 FE1495;UTM  16      - 3,885,607.482   233,670.069   MT  1.00047428   -1 40 46.7
 FE1495;UTM  15      - 3,886,041.644   780,744.990   MT  1.00057150   +1 46 14.3
 FE1495
 FE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1495!SPC TN       -   0.99999203  x   1.00003478  =   1.00002681
 FE1495!UTM  16      -   0.99999203  x   1.00047428  =   1.00046630
 FE1495!UTM  15      -   0.99999203  x   1.00057150  =   1.00056352
 FE1495
 FE1495:                Primary Azimuth Mark                     Grid Az
 FE1495:SPC TN       -  GETWELL RESET                            291 28 34.6
 FE1495:UTM  16      -  GETWELL RESET                            290 51 37.5
 FE1495:UTM  15      -  GETWELL RESET                            287 24 36.5
 FE1495
 FE1495|---------------------------------------------------------------------|
 FE1495| PID    Reference Object                     Distance      Geod. Az  |
 FE1495|                                                           dddmmss.s |
 FE1495| FE2884 GETWELL RESET                       APPROX. 1.1 KM 2891050.8 |
 FE1495|---------------------------------------------------------------------|
 FE1495
 FE1495                          SUPERSEDED SURVEY CONTROL
 FE1495
 FE1495  NAD 83(1995)-  35 04 41.15781(N)    089 55 15.51489(W) AD(       ) 2
 FE1495  NAD 83(1995)-  35 04 41.16062(N)    089 55 15.51602(W) AD(       ) 2
 FE1495  NAD 83(1986)-  35 04 41.16602(N)    089 55 15.51670(W) AD(       ) 2
 FE1495  NAD 27      -  35 04 40.84080(N)    089 55 15.20220(W) AD(       ) 2
 FE1495  NGVD 29 (??/??/??)   78.159  (m)          256.43   (f) ADJUSTED    2 0
 FE1495
 FE1495.Superseded values are not recommended for survey control.
 FE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1495.See file dsdata.txt to determine how the superseded data were derived.
 FE1495
 FE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3367085607(NAD 83)
 FE1495_MARKER: DE = TRAVERSE STATION DISK
 FE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1495_STAMPING: TS-J1 1959
 FE1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1495+STABILITY: SURFACE MOTION
 FE1495
 FE1495  HISTORY     - Date     Condition        Report By
 FE1495  HISTORY     - 1959     MONUMENTED       CGS
 FE1495  HISTORY     - 1959     GOOD             CGS
 FE1495  HISTORY     - 20021016 POOR             USACE
 FE1495
 FE1495                          STATION DESCRIPTION
 FE1495
 FE1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1495'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF DOWNTOWN
 FE1495'MEMPHIS, ABOUT 1-1/2 MILES NORTHEAST OF OAKVILLE, 65 FEET
 FE1495'NORTH-NORTHWEST OF A SMALL CREEK BANK, 20 FEET WEST OF THE CENTER OF
 FE1495'A DIM TRACK ROAD, AND 5 FEET WEST OF A WITNESS POST.  IT IS A
 FE1495'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH
 FE1495'UNDERGROUND MARK.  IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 FE1495'THE DISK IS STAMPED TS-J1 1959.
 FE1495'
 FE1495'TO REACH THE STATION FROM THE INTERSECTION OF GOODLETT RD. AND
 FE1495'MALLORY RD. IN THE SOUTHEAST SECTION OF MEMPHIS, GO SOUTH ON GOODLETT
 FE1495'RD. FOR 0.2 MILE TO THE END OF AN OILED STREET, CONTINUE SOUTH ON A
 FE1495'DIM TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 FE1495'DESCRIBED.
 FE1495
 FE1495                          STATION RECOVERY (1959)
 FE1495
 FE1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1495'IN MEMPHIS.
 FE1495'TO REACH THE STATION FROM THE INTERSECTION OF GOODLETT ROAD AND
 FE1495'MALLORY ROAD IN THE SOUTHEAST SECTION OF MEMPHIS, GO SOUTH ON
 FE1495'GOODLETT ROAD FOR 0.2 MILE TO THE END OF AN OILED STREETS,
 FE1495'CONTINUE SOUTH ON A DIM TRACK ROAD FOR 0.1 MILE TO THE STATION
 FE1495'ON THE RIGHT, WEST SIDE OF ROAD.  THE MARK IS SET IN THE TOP OF A
 FE1495'SQUARE CONCRETE POST, SET FLUSH WITH THE SURROUNDING SURFACE.  IT
 FE1495'IS 65 FEET NORTH-NORTHWEST OF A SMALL CREEK BANK, 20 FEET WEST
 FE1495'OF THE CENTER OF A DIM TRACK ROAD, AND 5 FEET WEST OF A WITNESS
 FE1495'POST.  IT IS ABOUT 1 MILE WEST OF PERKINS 1959.
 FE1495
 FE1495                          STATION RECOVERY (2002)
 FE1495
 FE1495'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1495'MARK DESTROYED DUE TO I 240 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1468 ***********************************************************************
 FD1468  DESIGNATION -  TS J1
 FD1468  PID         -  FD1468
 FD1468  STATE/COUNTY-  TN/MARSHALL
 FD1468  USGS QUAD   -  BRICK CHURCH (1981)
 FD1468
 FD1468                         *CURRENT SURVEY CONTROL
 FD1468  ___________________________________________________________________
 FD1468* NAD 83(1995)-  35 21 42.24768(N)    086 54 01.01181(W)     ADJUSTED  
 FD1468* NAVD 88     -       331.7    (meters)    1088.     (feet)  VERTCON   
 FD1468  ___________________________________________________________________
 FD1468  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FD1468  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD1468
 FD1468  HORZ ORDER  -  SECOND
 FD1468
 FD1468.The horizontal coordinates were established by classical geodetic methods
 FD1468.and adjusted by the National Geodetic Survey in April 1999..
 FD1468
 FD1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1468
 FD1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1468
 FD1468.The geoid height was determined by GEOID03.
 FD1468
 FD1468;                    North         East     Units Scale Factor Converg.
 FD1468;SPC TN       -   114,477.381   518,180.926   MT  0.99998216   -0 31 37.4
 FD1468;SPC TN       -   375,581.21  1,700,065.25   sFT  0.99998216   -0 31 37.4
 FD1468;UTM  16      - 3,913,163.914   509,059.293   MT  0.99960101   +0 03 27.8
 FD1468
 FD1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1468!SPC TN       -   0.99995228  x   0.99998216  =   0.99993444
 FD1468!UTM  16      -   0.99995228  x   0.99960101  =   0.99955331
 FD1468
 FD1468:                Primary Azimuth Mark                     Grid Az
 FD1468:SPC TN       -  MARS                                     048 14 09.4
 FD1468:UTM  16      -  MARS                                     047 39 04.2
 FD1468
 FD1468|---------------------------------------------------------------------|
 FD1468| PID    Reference Object                     Distance      Geod. Az  |
 FD1468|                                                           dddmmss.s |
 FD1468| FD0379 MARS                                APPROX. 1.7 KM 0474232.0 |
 FD1468|---------------------------------------------------------------------|
 FD1468
 FD1468                          SUPERSEDED SURVEY CONTROL
 FD1468
 FD1468  NAD 83(1995)-  35 21 42.25045(N)    086 54 01.01297(W) AD(       ) 2
 FD1468  NAD 83(1995)-  35 21 42.25259(N)    086 54 01.01401(W) AD(       ) 2
 FD1468  NAD 83(1986)-  35 21 42.25762(N)    086 54 01.01284(W) AD(       ) 2
 FD1468  NAD 27      -  35 21 41.98120(N)    086 54 01.00240(W) AD(       ) 2
 FD1468  NGVD 29 (07/19/86)  331.7    (m)         1088.     (f) VERT ANG       
 FD1468
 FD1468.Superseded values are not recommended for survey control.
 FD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1468.See file dsdata.txt to determine how the superseded data were derived.
 FD1468
 FD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0905913164(NAD 83)
 FD1468_MARKER: P = PIPE CAP
 FD1468_SETTING: 0 = UNSPECIFIED SETTING
 FD1468_MARK LOGO: CGS   
 FD1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1468
 FD1468  HISTORY     - Date     Condition        Report By
 FD1468  HISTORY     - 1960     MONUMENTED       CGS
 FD1468
 FD1468                          STATION DESCRIPTION
 FD1468
 FD1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1468'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF LEWISBURG, 3.5
 FD1468'MILES WEST OF
 FD1468'CORNERSVILLE AND ON THE NORTH SLOPE OF A HIGH HILL WITH AN
 FD1468'OPEN FIELD ON ITS
 FD1468'NORTH-EAST SLOPE.
 FD1468'
 FD1468'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 31A AND STATE
 FD1468'HIGHWAY 129, JUST WEST
 FD1468'OF THE CORNERSVILLE POST OFFICE, GO WEST AND NORTH ON
 FD1468'STATE HIGHWAY 129 FOR 3.85 MILES
 FD1468'TO TRAVERSE STATION MARK ON THE
 FD1468'RIGHT.  CONTINUE WEST 0.45 MILE TO A ROAD LEFT,
 FD1468'TURN LEFT, SOUTH, AND
 FD1468'GO 0.2 MILE TO A T-ROAD.  TURN RIGHT, WEST, AND GO 0.1 MILE TO A
 FD1468'FORK, TAKE THE
 FD1468'RIGHT FORK AND GO FOR 0.6 MILE TO THE STATION ON THE
 FD1468'LEFT, JUST BEFORE REACHING THE
 FD1468'SUMMIT OF THE HILL.
 FD1468'
 FD1468'THE STATION MARK IS 57 FEET EAST OF THE CENTER OF THE ROAD, 13 FEET
 FD1468'NORTH OF AN 18-INCH TREE
 FD1468'WITH A TRIANGLE BLAZE ON ITS WEST SIDE, 4 FEET WEST OF A
 FD1468'WIRE FENCE, AND 2.2 FEET WEST
 FD1468'OF A WITNESS SIGN.  IT IS AN IRON
 FD1468'T-STAKE PROJECTING 6 INCHES WITH A METAL CAP
 FD1468'STAMPED TS-J1 1960
 FD1468'SECURED TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1687 ***********************************************************************
 FC1687  DESIGNATION -  TS J2
 FC1687  PID         -  FC1687
 FC1687  STATE/COUNTY-  TN/ROANE
 FC1687  USGS QUAD   -  CAVE CREEK (1989)
 FC1687
 FC1687                         *CURRENT SURVEY CONTROL
 FC1687  ___________________________________________________________________
 FC1687* NAD 83(1995)-  35 51 45.04288(N)    084 24 53.37537(W)     ADJUSTED  
 FC1687* NAVD 88     -       345.3    (meters)    1133.     (feet)  VERTCON   
 FC1687  ___________________________________________________________________
 FC1687  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FC1687  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FC1687
 FC1687  HORZ ORDER  -  SECOND
 FC1687
 FC1687.The horizontal coordinates were established by classical geodetic methods
 FC1687.and adjusted by the National Geodetic Survey in April 1999..
 FC1687
 FC1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1687
 FC1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1687
 FC1687.The geoid height was determined by GEOID03.
 FC1687
 FC1687;                    North         East     Units Scale Factor Converg.
 FC1687;SPC TN       -   170,820.244   743,159.132   MT  0.99994852   +0 55 40.9
 FC1687;SPC TN       -   560,432.75  2,438,181.25   sFT  0.99994852   +0 55 40.9
 FC1687;UTM  16      - 3,971,785.474   733,424.344   MT  1.00027145   +1 30 54.7
 FC1687
 FC1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1687!SPC TN       -   0.99995060  x   0.99994852  =   0.99989912
 FC1687!UTM  16      -   0.99995060  x   1.00027145  =   1.00022203
 FC1687
 FC1687:                Primary Azimuth Mark                     Grid Az
 FC1687:SPC TN       -  FARMER                                   286 13 31.0
 FC1687:UTM  16      -  FARMER                                   285 38 17.2
 FC1687
 FC1687|---------------------------------------------------------------------|
 FC1687| PID    Reference Object                     Distance      Geod. Az  |
 FC1687|                                                           dddmmss.s |
 FC1687| FC0190 FARMER                              APPROX. 1.6 KM 2870911.9 |
 FC1687|---------------------------------------------------------------------|
 FC1687
 FC1687                          SUPERSEDED SURVEY CONTROL
 FC1687
 FC1687  NAD 83(1995)-  35 51 45.05296(N)    084 24 53.37498(W) AD(       ) 2
 FC1687  NAD 83(1986)-  35 51 45.05870(N)    084 24 53.37306(W) AD(       ) 2
 FC1687  NAD 27      -  35 51 44.77810(N)    084 24 53.64450(W) AD(       ) 2
 FC1687  NGVD 29 (07/19/86)  345.4    (m)         1133.     (f) VERT ANG       
 FC1687
 FC1687.Superseded values are not recommended for survey control.
 FC1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1687.See file dsdata.txt to determine how the superseded data were derived.
 FC1687
 FC1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3342471785(NAD 83)
 FC1687_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FC1687_SETTING: 0 = UNSPECIFIED SETTING
 FC1687_STAMPING: TS-J2 1960
 FC1687_MARK LOGO: TNHD  
 FC1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1687
 FC1687  HISTORY     - Date     Condition        Report By
 FC1687  HISTORY     - 1960     MONUMENTED       CGS
 FC1687
 FC1687                          STATION DESCRIPTION
 FC1687
 FC1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1687'THE STATION IS LOCATED ABOUT 6 MILES EAST OF KINGSTON AND 1 MILE
 FC1687'NORTH OF U.S. HIGHWAY 70.
 FC1687'
 FC1687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S.
 FC1687'HIGHWAY 11 WHICH IS ABOUT 19 MILES WEST OF KNOXVILLE, GO WEST ON U.S.
 FC1687'HIGHWAY 70 FOR 12.2 MILES TO A SIDE ROAD ON THE RIGHT AT HARRIS
 FC1687'ANTIQUE SHOP, TURN RIGHT, NORTHERLY, FOR 1.2 MILES TO THE
 FC1687'INTERSTATE HIGHWAY WHICH IS UNDER CONSTRUCTION, TURN LEFT, WEST, FOR
 FC1687'0.3 MILE TO THE STATION.
 FC1687'
 FC1687'STATION MARK IS ABOUT 300 FEET HIGHER THAN THE HIGHWAY, 23 FEET
 FC1687'NORTHEAST OF A TRIANGLE BLAZED OAK TREE AND 3.2 FEET WEST OF A
 FC1687'WITNESS SIGN. THE MARK IS A STANDARD TENNESSEE STATE T-STAKE WITH A
 FC1687'METAL DISK SECURED TO THE TOP, PROJECTS 3 INCHES, AND IS STAMPED
 FC1687'TS-J2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0434 ***********************************************************************
 FF0434  DESIGNATION -  TS K 1
 FF0434  PID         -  FF0434
 FF0434  STATE/COUNTY-  TN/SHELBY
 FF0434  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0434
 FF0434                         *CURRENT SURVEY CONTROL
 FF0434  ___________________________________________________________________
 FF0434* NAD 83(1995)-  35 04 40.88829(N)    090 04 07.70051(W)     ADJUSTED  
 FF0434* NAVD 88     -        74.352  (meters)     243.94   (feet)  ADJUSTED  
 FF0434  ___________________________________________________________________
 FF0434  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FF0434  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0434  DYNAMIC HT  -          74.284 (meters)     243.71  (feet)  COMP
 FF0434  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FF0434
 FF0434  HORZ ORDER  -  SECOND
 FF0434  VERT ORDER  -  SECOND    CLASS 0
 FF0434
 FF0434.The horizontal coordinates were established by classical geodetic methods
 FF0434.and adjusted by the National Geodetic Survey in April 1999..
 FF0434
 FF0434.The orthometric height was determined by differential leveling
 FF0434.and adjusted by the National Geodetic Survey in June 1991..
 FF0434
 FF0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0434
 FF0434.The geoid height was determined by GEOID03.
 FF0434
 FF0434.The dynamic height is computed by dividing the NAVD 88
 FF0434.geopotential number by the normal gravity value computed on the
 FF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0434.degrees latitude (g = 980.6199 gals.).
 FF0434
 FF0434.The modeled gravity was interpolated from observed gravity values.
 FF0434
 FF0434;                    North         East     Units Scale Factor Converg.
 FF0434;SPC TN       -    90,337.551   229,013.079   MT  1.00003480   -2 22 55.3
 FF0434;SPC TN       -   296,382.45    751,353.74   sFT  1.00003480   -2 22 55.3
 FF0434;SPC AR N     -    84,344.506   576,111.936   MT  0.99997471   +1 07 25.5
 FF0434;SPC AR N     -   276,720.27  1,890,127.24   sFT  0.99997471   +1 07 25.5
 FF0434;UTM  15      - 3,885,626.605   767,262.078   MT  1.00048041   +1 41 07.9
 FF0434;UTM  16      - 3,886,004.629   220,186.702   MT  1.00056506   -1 45 53.1
 FF0434
 FF0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0434!SPC TN       -   0.99999261  x   1.00003480  =   1.00002741
 FF0434!SPC AR N     -   0.99999261  x   0.99997471  =   0.99996732
 FF0434!UTM  15      -   0.99999261  x   1.00048041  =   1.00047302
 FF0434!UTM  16      -   0.99999261  x   1.00056506  =   1.00055767
 FF0434
 FF0434:                Primary Azimuth Mark                     Grid Az
 FF0434:SPC TN       -  FLOOD                                    303 50 53.8
 FF0434:SPC AR N     -  FLOOD                                    300 20 33.0
 FF0434:UTM  15      -  FLOOD                                    299 46 50.6
 FF0434:UTM  16      -  FLOOD                                    303 13 51.6
 FF0434
 FF0434|---------------------------------------------------------------------|
 FF0434| PID    Reference Object                     Distance      Geod. Az  |
 FF0434|                                                           dddmmss.s |
 FF0434| FF0435 FLOOD                               APPROX. 0.8 KM 3012758.5 |
 FF0434|---------------------------------------------------------------------|
 FF0434
 FF0434                          SUPERSEDED SURVEY CONTROL
 FF0434
 FF0434  NAD 83(1995)-  35 04 40.89046(N)    090 04 07.70024(W) AD(       ) 2
 FF0434  NAD 83(1995)-  35 04 40.89443(N)    090 04 07.70056(W) AD(       ) 2
 FF0434  NAD 83(1986)-  35 04 40.89830(N)    090 04 07.70174(W) AD(       ) 2
 FF0434  NAD 27      -  35 04 40.56790(N)    090 04 07.36460(W) AD(       ) 2
 FF0434  NGVD 29 (??/??/??)   74.320  (m)          243.83   (f) ADJUSTED    2 0
 FF0434
 FF0434.Superseded values are not recommended for survey control.
 FF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0434.See file dsdata.txt to determine how the superseded data were derived.
 FF0434
 FF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6726285627(NAD 83)
 FF0434_MARKER: DE = TRAVERSE STATION DISK
 FF0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0434_STAMPING: TS-K1 1959
 FF0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0434+STABILITY: SURFACE MOTION
 FF0434
 FF0434  HISTORY     - Date     Condition        Report By
 FF0434  HISTORY     - 1959     MONUMENTED       TNHD
 FF0434  HISTORY     - 1959     GOOD             CGS
 FF0434  HISTORY     - 20021029 POOR             USACE
 FF0434
 FF0434                          STATION DESCRIPTION
 FF0434
 FF0434'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF0434'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DOWNTOWN
 FF0434'MEMPHIS, ON TOP AND NEAR THE NORTH EDGE OF THE NORTH LEVEE OF
 FF0434'THE NONCONNAH CREEK DRAINAGE CANAL.  IT IS 9 FEET NORTH OF THE
 FF0434'CENTER OF A ROAD ALONG THE TOP OF THE LEVEE AND 2 FEET SOUTH OF
 FF0434'A WITNESS SIGN.  THE MARK, A STANDARD TRAVERSE DISK STAMPED
 FF0434'TS-KL 1959 IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0434'MONUMENT WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FF0434'
 FF0434'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA STREET
 FF0434'AND MALLORY AVENUE, IN SOUTH MEMPHIS, GO SOUTH ON FLORIDA
 FF0434'STREET FOR 0.6 MILE, TURN RIGHT ONTO LEVEE ROAD AND GO 0.3 MILE
 FF0434'TO THE MARK ON THE RIGHT AS DESCRIBED.
 FF0434'
 FF0434'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 FF0434'
 FF0434'TRAVERSE STATION FLOOD 1959 WILL SERVE AS AN AZIMUTH MARK.
 FF0434'SEE DESCRIPTION THEREOF.
 FF0434
 FF0434                          STATION RECOVERY (1959)
 FF0434
 FF0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0434'IN MEMPHIS.
 FF0434'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA STREET
 FF0434'AND MALLORY AVENUE, IN SOUTH MEMPHIS, GO SOUTH ON FLORIDA
 FF0434'STREET FOR 0.6 MILE, TURN RIGHT ONTO LEVEE ROAD AND GO 0.3
 FF0434'MILE TO THE MARK ON THE RIGHT.  IT IS 9 FEET NORTH OF THE CENTER
 FF0434'OF A ROAD ALONG THE TOP OF THE LEVEE AND 2 FEET SOUTH OF A
 FF0434'WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 FF0434'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 0.5 WEST OF
 FF0434'STATION CONNAH 1959.
 FF0434
 FF0434                          STATION RECOVERY (2002)
 FF0434
 FF0434'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0434'FOUND CONCRETE MONUMENT WITH DISK SHEARED OFF, STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1679 ***********************************************************************
 FC1679  DESIGNATION -  TS K2
 FC1679  PID         -  FC1679
 FC1679  STATE/COUNTY-  TN/ROANE
 FC1679  USGS QUAD   -  BETHEL VALLEY (1989)
 FC1679
 FC1679                         *CURRENT SURVEY CONTROL
 FC1679  ___________________________________________________________________
 FC1679* NAD 83(1995)-  35 52 53.17182(N)    084 20 39.42947(W)     ADJUSTED  
 FC1679* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 FC1679  ___________________________________________________________________
 FC1679  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FC1679  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC1679
 FC1679  HORZ ORDER  -  SECOND
 FC1679
 FC1679.The horizontal coordinates were established by classical geodetic methods
 FC1679.and adjusted by the National Geodetic Survey in April 1999..
 FC1679
 FC1679.The orthometric height was scaled from a topographic map.
 FC1679
 FC1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1679
 FC1679.The geoid height was determined by GEOID03.
 FC1679
 FC1679;                    North         East     Units Scale Factor Converg.
 FC1679;SPC TN       -   173,025.138   749,493.625   MT  0.99994874   +0 58 09.6
 FC1679;SPC TN       -   567,666.64  2,458,963.67   sFT  0.99994874   +0 58 09.6
 FC1679;UTM  16      - 3,974,055.984   739,738.047   MT  1.00030827   +1 33 26.2
 FC1679
 FC1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1679!SPC TN       -   0.99996432  x   0.99994874  =   0.99991307
 FC1679!UTM  16      -   0.99996432  x   1.00030827  =   1.00027258
 FC1679
 FC1679:                Primary Azimuth Mark                     Grid Az
 FC1679:SPC TN       -  LENEX                                    106 10 02.4
 FC1679:UTM  16      -  LENEX                                    105 34 45.8
 FC1679
 FC1679|---------------------------------------------------------------------|
 FC1679| PID    Reference Object                     Distance      Geod. Az  |
 FC1679|                                                           dddmmss.s |
 FC1679| FC1683 LENEX                               APPROX. 3.1 KM 1070812.0 |
 FC1679|---------------------------------------------------------------------|
 FC1679
 FC1679                          SUPERSEDED SURVEY CONTROL
 FC1679
 FC1679  NAD 83(1995)-  35 52 53.18165(N)    084 20 39.42847(W) AD(       ) 2
 FC1679  NAD 83(1986)-  35 52 53.18738(N)    084 20 39.42658(W) AD(       ) 2
 FC1679  NAD 27      -  35 52 52.90830(N)    084 20 39.70000(W) AD(       ) 2
 FC1679
 FC1679.Superseded values are not recommended for survey control.
 FC1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1679.See file dsdata.txt to determine how the superseded data were derived.
 FC1679
 FC1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3973874056(NAD 83)
 FC1679_MARKER: DD = SURVEY DISK
 FC1679_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1679_STAMPING: TS-K2 1960
 FC1679_MARK LOGO: TNHD  
 FC1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1679
 FC1679  HISTORY     - Date     Condition        Report By
 FC1679  HISTORY     - 1960     MONUMENTED       CGS
 FC1679
 FC1679                          STATION DESCRIPTION
 FC1679
 FC1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1679'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EATON CROSSROADS.
 FC1679'
 FC1679'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 FC1679'STATE HIGHWAY 95 IN EATON CROSSROADS, GO NORTH ON STATE HIGHWAY
 FC1679'95 FOR 3.6 MILES TO THE JUNCTION OF INTERSTATE HIGHWAY 40, TURN LEFT
 FC1679'ON INTERSTATE HIGHWAY 40 AND GO WEST FOR 1.25 MILES TO THE
 FC1679'STATION ON THE RIGHT.
 FC1679'
 FC1679'THE STATION IS 5 FEET NORTH OF THE TOP EDGE OF A CUT, 1.6 FEET
 FC1679'SOUTHWEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE NORTH
 FC1679'RIGHT-OF-WAY FENCE LINE. IT IS A 1-INCH DISK SECURED TO THE TOP OF A
 FC1679'T-STAKE CEMENTED IN A MASS OF CONCRETE, FLUSH, AND IS STAMPED
 FC1679'TS-K2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1232 ***********************************************************************
 FE1232  DESIGNATION -  TS L 1
 FE1232  PID         -  FE1232
 FE1232  STATE/COUNTY-  TN/SHELBY
 FE1232  USGS QUAD   -  ELLENDALE (1993)
 FE1232
 FE1232                         *CURRENT SURVEY CONTROL
 FE1232  ___________________________________________________________________
 FE1232* NAD 83(1995)-  35 10 08.06328(N)    089 50 12.95124(W)     ADJUSTED  
 FE1232* NAVD 88     -        87.673  (meters)     287.64   (feet)  ADJUSTED  
 FE1232  ___________________________________________________________________
 FE1232  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE1232  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1232  DYNAMIC HT  -          87.593 (meters)     287.38  (feet)  COMP
 FE1232  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 FE1232
 FE1232  HORZ ORDER  -  SECOND
 FE1232  VERT ORDER  -  SECOND    CLASS 0
 FE1232
 FE1232.The horizontal coordinates were established by classical geodetic methods
 FE1232.and adjusted by the National Geodetic Survey in April 1999..
 FE1232
 FE1232.The orthometric height was determined by differential leveling
 FE1232.and adjusted by the National Geodetic Survey in June 1991..
 FE1232
 FE1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1232
 FE1232.The geoid height was determined by GEOID03.
 FE1232
 FE1232.The dynamic height is computed by dividing the NAVD 88
 FE1232.geopotential number by the normal gravity value computed on the
 FE1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1232.degrees latitude (g = 980.6199 gals.).
 FE1232
 FE1232.The modeled gravity was interpolated from observed gravity values.
 FE1232
 FE1232;                    North         East     Units Scale Factor Converg.
 FE1232;SPC TN       -    99,558.820   250,539.079   MT  1.00001530   -2 14 46.7
 FE1232;SPC TN       -   326,635.90    821,976.96   sFT  1.00001530   -2 14 46.7
 FE1232;UTM  16      - 3,895,460.568   241,622.636   MT  1.00042283   -1 38 05.8
 FE1232
 FE1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1232!SPC TN       -   0.99999054  x   1.00001530  =   1.00000584
 FE1232!UTM  16      -   0.99999054  x   1.00042283  =   1.00041336
 FE1232
 FE1232:                Primary Azimuth Mark                     Grid Az
 FE1232:SPC TN       -  LOCUST                                   253 13 03.7
 FE1232:UTM  16      -  LOCUST                                   252 36 22.8
 FE1232
 FE1232|---------------------------------------------------------------------|
 FE1232| PID    Reference Object                     Distance      Geod. Az  |
 FE1232|                                                           dddmmss.s |
 FE1232| FE1228 LOCUST                              APPROX. 2.2 KM 2505817.0 |
 FE1232|---------------------------------------------------------------------|
 FE1232
 FE1232                          SUPERSEDED SURVEY CONTROL
 FE1232
 FE1232  NAD 83(1995)-  35 10 08.06773(N)    089 50 12.94973(W) AD(       ) 2
 FE1232  NAD 83(1995)-  35 10 08.06933(N)    089 50 12.95057(W) AD(       ) 2
 FE1232  NAD 83(1986)-  35 10 08.07413(N)    089 50 12.95155(W) AD(       ) 2
 FE1232  NAD 27      -  35 10 07.75320(N)    089 50 12.64250(W) AD(       ) 2
 FE1232  NGVD 29 (??/??/??)   87.656  (m)          287.58   (f) ADJUSTED    2 0
 FE1232
 FE1232.Superseded values are not recommended for survey control.
 FE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1232.See file dsdata.txt to determine how the superseded data were derived.
 FE1232
 FE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4162395461(NAD 83)
 FE1232_MARKER: B = BOLT
 FE1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1232_STAMPING: TS-L1 1959
 FE1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1232+STABILITY: SURFACE MOTION
 FE1232
 FE1232  HISTORY     - Date     Condition        Report By
 FE1232  HISTORY     - 1959     MONUMENTED       CGS
 FE1232  HISTORY     - 1959     GOOD             CGS
 FE1232  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1232
 FE1232                          STATION DESCRIPTION
 FE1232
 FE1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1232'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES SOUTHEAST OF BARTLETT
 FE1232'AND ABOUT 0.15 MILE NORTH OF THE WHITTEN METHODIST CHURCH, ALONG THE
 FE1232'WEST SIDE OF WHITTEN ROAD.  THE STATION IS STAMPED TS-L1 1959.
 FE1232'
 FE1232'THE STATION IS A 1-INCH SQUARE BOLT SET IN TOP OF A MASS OF CONCRETE
 FE1232'AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 44.5 FEET
 FE1232'WEST OF THE CENTER OF WHITTEN ROAD, 15 FEET WEST OF A NORTH-SOUTH
 FE1232'FENCE LINE AND 14.5 FEET WEST OF A WITNESS SIGN.
 FE1232'
 FE1232'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 79 AND 64,
 FE1232'ABOUT 4 MILES NORTHEAST OF THE NORTHEAST EDGE OF MEMPHIS, GO
 FE1232'SOUTHWEST ON US HIGHWAY 70, 79 FOR 0.1 MILE, TURN LEFT OFF THE
 FE1232'HIGHWAY AND GO SOUTH ON WMC ROAD WHICH LATER BECOMES WHITTEN ROAD,
 FE1232'FOR 2.25 MILES TO A WITNESS SIGN ON THE RIGHT, WEST SIDE AND THE
 FE1232'STATION.
 FE1232
 FE1232                          STATION RECOVERY (1959)
 FE1232
 FE1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1232'3.7 MI NE FROM MEMPHIS.
 FE1232'2.3 MILES EAST ON MACON ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 FE1232'70 AND MACON ROAD, THENCE 0.2 MILE NORTH ON WHITTEN RD., 79 FT.
 FE1232'SOUTHWEST OF THE CENTER OF THE ENTRANCE TO A DRIVEWAY, 80 FT.
 FE1232'WEST-SOUTHWEST OF A POWER LINE POLE 1604 WITH A TRANSFORMER,
 FE1232'45 FT. WEST OF THE CENTER OF WHITTEN RD., 14.6 FT. WEST OF A
 FE1232'WITNESS SIGN, A BOLT SET IN TOP OF A CONCRETE POST SET FLUSH
 FE1232'WITH THE GROUND.  THIS MARK IS 0.7 MILE EAST AND NORTH OF S 214.
 FE1232
 FE1232                          STATION RECOVERY (1989)
 FE1232
 FE1232'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1662 ***********************************************************************
 FC1662  DESIGNATION -  TS L2
 FC1662  PID         -  FC1662
 FC1662  STATE/COUNTY-  TN/KNOX
 FC1662  USGS QUAD   -  BEARDEN (1990)
 FC1662
 FC1662                         *CURRENT SURVEY CONTROL
 FC1662  ___________________________________________________________________
 FC1662* NAD 83(1995)-  35 56 02.00525(N)    084 01 04.26145(W)     ADJUSTED  
 FC1662* NAVD 88     -       287.6    (meters)     944.     (feet)  VERTCON   
 FC1662  ___________________________________________________________________
 FC1662  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FC1662  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC1662
 FC1662  HORZ ORDER  -  SECOND
 FC1662
 FC1662.The horizontal coordinates were established by classical geodetic methods
 FC1662.and adjusted by the National Geodetic Survey in April 1999..
 FC1662
 FC1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1662
 FC1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1662
 FC1662.The geoid height was determined by GEOID03.
 FC1662
 FC1662;                    North         East     Units Scale Factor Converg.
 FC1662;SPC TN       -   179,391.553   778,845.774   MT  0.99994991   +1 09 37.5
 FC1662;SPC TN       -   588,553.79  2,555,263.18   sFT  0.99994991   +1 09 37.5
 FC1662;UTM  16      - 3,980,726.939   769,036.319   MT  1.00049197   +1 45 04.1
 FC1662;UTM  17      - 3,980,826.025   227,741.985   MT  1.00051347   -1 46 19.6
 FC1662
 FC1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1662!SPC TN       -   0.99995969  x   0.99994991  =   0.99990960
 FC1662!UTM  16      -   0.99995969  x   1.00049197  =   1.00045164
 FC1662!UTM  17      -   0.99995969  x   1.00051347  =   1.00047314
 FC1662
 FC1662:                Primary Azimuth Mark                     Grid Az
 FC1662:SPC TN       -  STONE                                    256 29 46.5
 FC1662:UTM  16      -  STONE                                    255 54 19.9
 FC1662:UTM  17      -  STONE                                    259 25 43.6
 FC1662
 FC1662|---------------------------------------------------------------------|
 FC1662| PID    Reference Object                     Distance      Geod. Az  |
 FC1662|                                                           dddmmss.s |
 FC1662| FC0244 STONE                               APPROX. 1.4 KM 2573924.0 |
 FC1662|---------------------------------------------------------------------|
 FC1662
 FC1662                          SUPERSEDED SURVEY CONTROL
 FC1662
 FC1662  NAD 83(1995)-  35 56 02.01221(N)    084 01 04.25931(W) AD(       ) 2
 FC1662  NAD 83(1986)-  35 56 02.01804(N)    084 01 04.25769(W) AD(       ) 2
 FC1662  NAD 27      -  35 56 01.72660(N)    084 01 04.58290(W) AD(       ) 2
 FC1662  NGVD 29 (07/19/86)  287.7    (m)          944.     (f) VERT ANG       
 FC1662
 FC1662.Superseded values are not recommended for survey control.
 FC1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1662.See file dsdata.txt to determine how the superseded data were derived.
 FC1662
 FC1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6903680727(NAD 83)
 FC1662_MARKER: Z = SEE DESCRIPTION
 FC1662_SETTING: 0 = UNSPECIFIED SETTING
 FC1662_STAMPING: TS-L2 1960
 FC1662_MARK LOGO: TNHD  
 FC1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1662
 FC1662  HISTORY     - Date     Condition        Report By
 FC1662  HISTORY     - 1960     MONUMENTED       CGS
 FC1662
 FC1662                          STATION DESCRIPTION
 FC1662
 FC1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1662'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE DOWNTOWN SECTION OF
 FC1662'KNOXVILLE AND ON THE SOUTH RIGHT-OF-WAY OF THE INTERSTATE
 FC1662'HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 FC1662'
 FC1662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S.
 FC1662'HIGHWAY 70 TRUCK ROUTE IN THE WESTERN PART OF KNOXVILLE, GO
 FC1662'WEST ON U.S. HIGHWAY 70 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT,
 FC1662'TURN RIGHT, SOUTH, FOR 0.05 MILE TO THE INTERSTATE HIGHWAY, TURN
 FC1662'RIGHT, EAST, FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FC1662'
 FC1662'STATION MARK IS A STANDARD TENNESSEE T-STAKE WITH A METAL CAP SECURED
 FC1662'TO THE TOP. THE MARK IS 1.9 FEET SOUTH OF A WITNESS SIGN. THE
 FC1662'MARK PROJECTS 4 INCHES AND IS STAMPED TS-L2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1440 ***********************************************************************
 FE1440  DESIGNATION -  TS M 1
 FE1440  PID         -  FE1440
 FE1440  STATE/COUNTY-  TN/SHELBY
 FE1440  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1440
 FE1440                         *CURRENT SURVEY CONTROL
 FE1440  ___________________________________________________________________
 FE1440* NAD 83(1995)-  35 11 56.41157(N)    089 57 53.94602(W)     ADJUSTED  
 FE1440* NAVD 88     -        75.199  (meters)     246.72   (feet)  ADJUSTED  
 FE1440  ___________________________________________________________________
 FE1440  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FE1440  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1440  DYNAMIC HT  -          75.131 (meters)     246.49  (feet)  COMP
 FE1440  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FE1440
 FE1440  HORZ ORDER  -  SECOND
 FE1440  VERT ORDER  -  SECOND    CLASS 0
 FE1440
 FE1440.The horizontal coordinates were established by classical geodetic methods
 FE1440.and adjusted by the National Geodetic Survey in April 1999..
 FE1440
 FE1440.The orthometric height was determined by differential leveling
 FE1440.and adjusted by the National Geodetic Survey in June 1991..
 FE1440
 FE1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1440
 FE1440.The geoid height was determined by GEOID03.
 FE1440
 FE1440.The dynamic height is computed by dividing the NAVD 88
 FE1440.geopotential number by the normal gravity value computed on the
 FE1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1440.degrees latitude (g = 980.6199 gals.).
 FE1440
 FE1440.The modeled gravity was interpolated from observed gravity values.
 FE1440
 FE1440;                    North         East     Units Scale Factor Converg.
 FE1440;SPC TN       -   103,360.047   239,017.656   MT  1.00000939   -2 19 16.5
 FE1440;SPC TN       -   339,107.09    784,177.09   sFT  1.00000939   -2 19 16.5
 FE1440;UTM  16      - 3,899,140.312   230,056.139   MT  1.00049815   -1 42 36.4
 FE1440;UTM  15      - 3,899,332.979   776,321.658   MT  1.00054110   +1 45 02.0
 FE1440
 FE1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1440!SPC TN       -   0.99999248  x   1.00000939  =   1.00000187
 FE1440!UTM  16      -   0.99999248  x   1.00049815  =   1.00049063
 FE1440!UTM  15      -   0.99999248  x   1.00054110  =   1.00053358
 FE1440
 FE1440:                Primary Azimuth Mark                     Grid Az
 FE1440:SPC TN       -  CHAPEL                                   116 43 56.9
 FE1440:UTM  16      -  CHAPEL                                   116 07 16.8
 FE1440:UTM  15      -  CHAPEL                                   112 39 38.4
 FE1440
 FE1440|---------------------------------------------------------------------|
 FE1440| PID    Reference Object                     Distance      Geod. Az  |
 FE1440|                                                           dddmmss.s |
 FE1440| FE1441 CHAPEL                              APPROX. 1.3 KM 1142440.4 |
 FE1440|---------------------------------------------------------------------|
 FE1440
 FE1440                          SUPERSEDED SURVEY CONTROL
 FE1440
 FE1440  NAD 83(1995)-  35 11 56.41447(N)    089 57 53.94539(W) AD(       ) 2
 FE1440  NAD 83(1995)-  35 11 56.41713(N)    089 57 53.94532(W) AD(       ) 2
 FE1440  NAD 83(1986)-  35 11 56.42225(N)    089 57 53.94698(W) AD(       ) 2
 FE1440  NAD 27      -  35 11 56.10420(N)    089 57 53.62700(W) AD(       ) 2
 FE1440  NGVD 29 (??/??/??)   75.176  (m)          246.64   (f) ADJUSTED    2 0
 FE1440
 FE1440.Superseded values are not recommended for survey control.
 FE1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1440.See file dsdata.txt to determine how the superseded data were derived.
 FE1440
 FE1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3005699140(NAD 83)
 FE1440_MARKER: DE = TRAVERSE STATION DISK
 FE1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1440_STAMPING: TS-M1 1959
 FE1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1440+STABILITY: SURFACE MOTION
 FE1440
 FE1440  HISTORY     - Date     Condition        Report By
 FE1440  HISTORY     - 1959     MONUMENTED       CGS
 FE1440  HISTORY     - 1959     GOOD             CGS
 FE1440  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1440
 FE1440                          STATION DESCRIPTION
 FE1440
 FE1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1440'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF DOWNTOWN MEMPHIS,
 FE1440'ABOUT 300 FEET SOUTH OF WHERE THE RAILROAD CROSSES JAMES ROAD AND ON
 FE1440'THE RIGHT-OF-WAY OF THE ILL. CENTRAL RAILROAD, 51 FEET WEST OF A WIRE
 FE1440'FENCE AND 9 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 FE1440'THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN THE TOP OF A
 FE1440'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1440'STAMPED TS-M1 1959.
 FE1440'
 FE1440'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH, GO NORTH ON
 FE1440'AUSTIN PREY HIGHWAY FOR 0.15 TO JAMES ROAD, TURN LEFT AND GO WEST ON
 FE1440'JAMES ROAD FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 FE1440'SOUTH ON HIGHLAND ROAD FOR 0.3 MILE TO A TURN IN THE ROAD, TURN
 FE1440'RIGHT AND GO WEST ON JAMES ROAD FOR 1.15 MILES TO A RAILROAD TRACKS,
 FE1440'FROM HERE PACK SOUTH ALONG THE EAST SIDE OF RAILROAD TRACKS FOR
 FE1440'ABOUT 300 FEET TO THE STATION AS DESCRIBED.
 FE1440
 FE1440                          STATION RECOVERY (1959)
 FE1440
 FE1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1440'IN RALEIGH.
 FE1440'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH, GO NORTH
 FE1440'ON AUSTIN PEAY HIGHWAY FOR 0.15 MILE TO JAMES ROAD, TURN LEFT ON
 FE1440'JAMES ROAD FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT
 FE1440'AND GO SOUTH ON HIGHLAND ROAD FOR 0.3 MILE TO A TURN IN THE ROAD,
 FE1440'TURN RIGHT AND GO WEST ON JAMES ROAD FOR 1.15 MILES TO A RAILROAD
 FE1440'CROSSING, 300 FT. SOUTH OF THE CENTER OF THE CROSSING OF JAMES
 FE1440'ROAD AND THE ILLINOIS CENTRAL RAILROAD, 51 FT. WEST OF A WIRE
 FE1440'FENCE, 9 FT. EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, A DISK
 FE1440'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 FE1440'GROUND.  IT IS ABOUT 1 MILE NORTH OF CHAPEL AZIMUTH.
 FE1440
 FE1440                          STATION RECOVERY (1989)
 FE1440
 FE1440'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3545 ***********************************************************************
 GA3545  DESIGNATION -  TS M2
 GA3545  PID         -  GA3545
 GA3545  STATE/COUNTY-  TN/KNOX
 GA3545  USGS QUAD   -  JOHN SEVIER (1992)
 GA3545
 GA3545                         *CURRENT SURVEY CONTROL
 GA3545  ___________________________________________________________________
 GA3545* NAD 83(1995)-  36 00 43.37558(N)    083 52 06.45931(W)     ADJUSTED  
 GA3545* NAVD 88     -       287.3    (meters)     943.     (feet)  VERTCON   
 GA3545  ___________________________________________________________________
 GA3545  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GA3545  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3545
 GA3545  HORZ ORDER  -  SECOND
 GA3545
 GA3545.The horizontal coordinates were established by classical geodetic methods
 GA3545.and adjusted by the National Geodetic Survey in April 1999..
 GA3545
 GA3545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3545
 GA3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3545
 GA3545.The geoid height was determined by GEOID03.
 GA3545
 GA3545;                    North         East     Units Scale Factor Converg.
 GA3545;SPC TN       -   188,344.699   792,134.003   MT  0.99995321   +1 14 52.4
 GA3545;SPC TN       -   617,927.57  2,598,859.64   sFT  0.99995321   +1 14 52.4
 GA3545;UTM  17      - 3,989,091.545   241,478.158   MT  1.00042359   -1 41 14.9
 GA3545
 GA3545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3545!SPC TN       -   0.99995974  x   0.99995321  =   0.99991295
 GA3545!UTM  17      -   0.99995974  x   1.00042359  =   1.00038331
 GA3545
 GA3545:                Primary Azimuth Mark                     Grid Az
 GA3545:SPC TN       -  TS R2                                    292 32 09.1
 GA3545:UTM  17      -  TS R2                                    295 28 16.4
 GA3545
 GA3545|---------------------------------------------------------------------|
 GA3545| PID    Reference Object                     Distance      Geod. Az  |
 GA3545|                                                           dddmmss.s |
 GA3545| GA3556 TS R2                               APPROX. 1.5 KM 2934701.5 |
 GA3545|---------------------------------------------------------------------|
 GA3545
 GA3545                          SUPERSEDED SURVEY CONTROL
 GA3545
 GA3545  NAD 83(1995)-  36 00 43.38272(N)    083 52 06.45859(W) AD(       ) 2
 GA3545  NAD 83(1995)-  36 00 43.38269(N)    083 52 06.45861(W) AD(       ) 2
 GA3545  NAD 83(1995)-  36 00 43.38493(N)    083 52 06.45622(W) AD(       ) 2
 GA3545  NAD 83(1986)-  36 00 43.39030(N)    083 52 06.45445(W) AD(       ) 2
 GA3545  NAD 27      -  36 00 43.08720(N)    083 52 06.80100(W) AD(       ) 2
 GA3545  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 GA3545
 GA3545.Superseded values are not recommended for survey control.
 GA3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3545.See file dsdata.txt to determine how the superseded data were derived.
 GA3545
 GA3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4147889092(NAD 83)
 GA3545_MARKER: P = PIPE CAP
 GA3545_SETTING: 0 = UNSPECIFIED SETTING
 GA3545_STAMPING: TSM2 1960
 GA3545_MARK LOGO: TNHD  
 GA3545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3545
 GA3545  HISTORY     - Date     Condition        Report By
 GA3545  HISTORY     - 1960     MONUMENTED       CGS
 GA3545
 GA3545                          STATION DESCRIPTION
 GA3545
 GA3545'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3545'THE STATION IS LOCATED ON THE EASTERN EDGE OF KNOXVILLE ALONG THE
 GA3545'SOUTH SIDE OF U.S.  HIGHWAY
 GA3545'NO.  11W.
 GA3545'
 GA3545'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 11W AND
 GA3545'11E, GO NORTHEAST ON
 GA3545'U.S.  HIGHWAY 11W FOR 0.8 MILE TO THE STATION ON THE
 GA3545'RIGHT.
 GA3545'
 GA3545'THE STATION IS 29.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 11W, 5.0
 GA3545'FEET EAST OF A TELEPHONE
 GA3545'POLE AND 3.5 FEET EAST OF A WITNESS POST.  IT IS A
 GA3545'1-INCH DISK ATTACHED TO THE TOP
 GA3545'OF A T-STAKE WITH A NAIL, FLUSH, AND
 GA3545'STAMPED TSM2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0504 ***********************************************************************
 FF0504  DESIGNATION -  TS N 1
 FF0504  PID         -  FF0504
 FF0504  STATE/COUNTY-  TN/SHELBY
 FF0504  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0504
 FF0504                         *CURRENT SURVEY CONTROL
 FF0504  ___________________________________________________________________
 FF0504* NAD 83(1995)-  35 08 54.39203(N)    090 00 16.19606(W)     ADJUSTED  
 FF0504* NAVD 88     -        78.836  (meters)     258.65   (feet)  ADJUSTED  
 FF0504  ___________________________________________________________________
 FF0504  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FF0504  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0504  DYNAMIC HT  -          78.765 (meters)     258.41  (feet)  COMP
 FF0504  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FF0504
 FF0504  HORZ ORDER  -  SECOND
 FF0504  VERT ORDER  -  SECOND    CLASS 0
 FF0504
 FF0504.The horizontal coordinates were established by classical geodetic methods
 FF0504.and adjusted by the National Geodetic Survey in April 1999..
 FF0504
 FF0504.The orthometric height was determined by differential leveling
 FF0504.and adjusted by the National Geodetic Survey in June 1991..
 FF0504
 FF0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0504
 FF0504.The geoid height was determined by GEOID03.
 FF0504
 FF0504.The dynamic height is computed by dividing the NAVD 88
 FF0504.geopotential number by the normal gravity value computed on the
 FF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0504.degrees latitude (g = 980.6199 gals.).
 FF0504
 FF0504.The modeled gravity was interpolated from observed gravity values.
 FF0504
 FF0504;                    North         East     Units Scale Factor Converg.
 FF0504;SPC TN       -    97,901.708   235,192.746   MT  1.00001947   -2 20 39.8
 FF0504;SPC TN       -   321,199.19    771,628.20   sFT  1.00001947   -2 20 39.8
 FF0504;SPC AR N     -    92,271.925   581,817.181   MT  0.99996468   +1 09 40.2
 FF0504;SPC AR N     -   302,728.81  1,908,845.20   sFT  0.99996468   +1 09 40.2
 FF0504;UTM  15      - 3,893,613.935   772,892.122   MT  1.00051789   +1 43 32.0
 FF0504;UTM  16      - 3,893,638.674   226,287.916   MT  1.00052341   -1 43 50.7
 FF0504
 FF0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0504!SPC TN       -   0.99999191  x   1.00001947  =   1.00001138
 FF0504!SPC AR N     -   0.99999191  x   0.99996468  =   0.99995659
 FF0504!UTM  15      -   0.99999191  x   1.00051789  =   1.00050980
 FF0504!UTM  16      -   0.99999191  x   1.00052341  =   1.00051532
 FF0504
 FF0504|---------------------------------------------------------------------|
 FF0504| PID    Reference Object                     Distance      Geod. Az  |
 FF0504|                                                           dddmmss.s |
 FF0504| FF0505 GALLOWAY                            262.310 METERS 00636     |
 FF0504| FF1976 SEARS                               APPROX. 0.9 KM 2993622.6 |
 FF0504|---------------------------------------------------------------------|
 FF0504
 FF0504                          SUPERSEDED SURVEY CONTROL
 FF0504
 FF0504  NAD 83(1995)-  35 08 54.39442(N)    090 00 16.19560(W) AD(       ) 2
 FF0504  NAD 83(1995)-  35 08 54.39755(N)    090 00 16.19559(W) AD(       ) 2
 FF0504  NAD 83(1986)-  35 08 54.40262(N)    090 00 16.19715(W) AD(       ) 2
 FF0504  NAD 27      -  35 08 54.07960(N)    090 00 15.87120(W) AD(       ) 2
 FF0504  NGVD 29 (??/??/??)   78.809  (m)          258.56   (f) ADJUSTED    2 0
 FF0504
 FF0504.Superseded values are not recommended for survey control.
 FF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0504.See file dsdata.txt to determine how the superseded data were derived.
 FF0504
 FF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7289293614(NAD 83)
 FF0504_MARKER: DE = TRAVERSE STATION DISK
 FF0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0504_STAMPING: TS-N1 1959
 FF0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0504+STABILITY: SURFACE MOTION
 FF0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0504+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0504
 FF0504  HISTORY     - Date     Condition        Report By
 FF0504  HISTORY     - 1959     MONUMENTED       CGS
 FF0504  HISTORY     - 1959     GOOD             CGS
 FF0504  HISTORY     - 19940825 GOOD             TN1620
 FF0504  HISTORY     - 20021024 GOOD             USACE
 FF0504
 FF0504                          STATION DESCRIPTION
 FF0504
 FF0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0504'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MEMPHIS,
 FF0504'ABOUT 0.5 MILE EAST-SOUTHEAST OF THE SEARS, ROEBUCK AND
 FF0504'COMPANY BUILDING.
 FF0504'
 FF0504'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 FF0504'10-INCH SQUARE CONCRETE POST WITH A IDENTICAL MARK ABOUT 36
 FF0504'INCHES BELOW THE SURFACE MARK.  THE MARK IS SET FLUSH WITH THE
 FF0504'SURFACE OF THE GROUND AND IS STAMPED TS-N1 1959.  THE MARK IS
 FF0504'58.5 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF OVERTON
 FF0504'PEAK AVENUE AND DICKERSON STREET, 43.3 FEET WEST-NORTHWEST OF
 FF0504'THE NORTHWEST CORNER OF A HOUSE, 38.2 FEET NORTH-NORTHEAST OF A
 FF0504'POWERLINE POLE, 31.9 FEET SOUTHEAST OF A SIGN READING THE
 FF0504'CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 1663 AUTUMN AND
 FF0504'12.5 FEET NORTH OF A BARRACADE AT THE END OF DICKERSON
 FF0504'STREET.
 FF0504
 FF0504                          STATION RECOVERY (1959)
 FF0504
 FF0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0504'IN MEMPHIS.
 FF0504'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MEMPHIS, ABOUT
 FF0504'0.5 MILE EAST-SOUTHEAST OF THE SEARS, ROEBUCK AND COMPANY BUILDING.
 FF0504'THE MARK IS A STANDARD STATION TRAVERSE DISK SET IN THE TOP OF A
 FF0504'10-INCH SQUARE CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.
 FF0504'THE MARK IS 58.5 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 FF0504'OVERTON PEAK AVENUE AND DICKERSON STREET, 43.3 FEET WEST-NORTHWEST
 FF0504'OF THE NORTHWEST CORNER OF A HOUSE, 38.2 FEET NORTH-NORTHEAST OF
 FF0504'A POWER LINE POLE, 31.9 FEET SOUTHEAST OF A SIGN READING THE
 FF0504'CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 1663 AUTUMN AND 12.5
 FF0504'FEET NORTH OF A BARRACADE AT THE END OF DICKERSON STREET.
 FF0504
 FF0504                          STATION RECOVERY (1994)
 FF0504
 FF0504'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0504'RECOVERED IN GOOD CONDITION.
 FF0504
 FF0504                          STATION RECOVERY (2002)
 FF0504
 FF0504'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2667 ***********************************************************************
 FB2667  DESIGNATION -  TS N2
 FB2667  PID         -  FB2667
 FB2667  STATE/COUNTY-  TN/KNOX
 FB2667  USGS QUAD   -  KNOXVILLE (1978)
 FB2667
 FB2667                         *CURRENT SURVEY CONTROL
 FB2667  ___________________________________________________________________
 FB2667* NAD 83(1995)-  35 58 26.59714(N)    083 55 13.88068(W)     ADJUSTED  
 FB2667* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 FB2667  ___________________________________________________________________
 FB2667  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FB2667  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2667
 FB2667  HORZ ORDER  -  SECOND
 FB2667
 FB2667.The horizontal coordinates were established by classical geodetic methods
 FB2667.and adjusted by the National Geodetic Survey in April 1999..
 FB2667
 FB2667.The orthometric height was scaled from a topographic map.
 FB2667
 FB2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2667
 FB2667.The geoid height was determined by GEOID03.
 FB2667
 FB2667;                    North         East     Units Scale Factor Converg.
 FB2667;SPC TN       -   184,029.121   787,531.532   MT  0.99995137   +1 13 02.7
 FB2667;SPC TN       -   603,768.87  2,583,759.70   sFT  0.99995137   +1 13 02.7
 FB2667;UTM  17      - 3,985,015.275   236,658.432   MT  1.00045460   -1 42 59.6
 FB2667;UTM  16      - 3,985,456.651   777,678.649   MT  1.00055020   +1 48 36.4
 FB2667
 FB2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2667!SPC TN       -   0.99996043  x   0.99995137  =   0.99991180
 FB2667!UTM  17      -   0.99996043  x   1.00045460  =   1.00041501
 FB2667!UTM  16      -   0.99996043  x   1.00055020  =   1.00051061
 FB2667
 FB2667                          SUPERSEDED SURVEY CONTROL
 FB2667
 FB2667  NAD 83(1995)-  35 58 26.60520(N)    083 55 13.87815(W) AD(       ) 2
 FB2667  NAD 83(1986)-  35 58 26.61078(N)    083 55 13.87659(W) AD(       ) 2
 FB2667  NAD 27      -  35 58 26.31240(N)    083 55 14.21780(W) AD(       ) 2
 FB2667
 FB2667.Superseded values are not recommended for survey control.
 FB2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2667.See file dsdata.txt to determine how the superseded data were derived.
 FB2667
 FB2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3665885015(NAD 83)
 FB2667_MARKER: DS = TRIANGULATION STATION DISK
 FB2667_SETTING: 0 = UNSPECIFIED SETTING
 FB2667_STAMPING: TS N2 1960
 FB2667_MARK LOGO: TNHD  
 FB2667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2667
 FB2667  HISTORY     - Date     Condition        Report By
 FB2667  HISTORY     - 1960     MONUMENTED       CGS
 FB2667
 FB2667                          STATION DESCRIPTION
 FB2667
 FB2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2667'THE STATION IS LOCATED AT THE INTERSECTION OF FIFTH AVENUE NE. AND
 FB2667'LAMAR STREET IN KNOXVILLE.
 FB2667'
 FB2667'THE STATION MARK IS A COPPER DISK, SECURED BY A LARGE COPPER NAIL,
 FB2667'STAMPED TS N2 1960, CEMENTED IN A DRILL HOLE IN A CURB, FLUSH.
 FB2667'IT IS 33 FEET SOUTHEAST OF THE CENTER OF FIFTH AVENUE NE., 23 FEET
 FB2667'SOUTHWEST OF THE CENTER OF LAMAR STREET, 19.6 FEET NORTH OF
 FB2667'THE NORTHEAST CORNER OF HOUSE NO. 114, AND 3.1 FEET NORTHWEST OF A
 FB2667'POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0506 ***********************************************************************
 FF0506  DESIGNATION -  TS O 1
 FF0506  PID         -  FF0506
 FF0506  STATE/COUNTY-  TN/SHELBY
 FF0506  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0506
 FF0506                         *CURRENT SURVEY CONTROL
 FF0506  ___________________________________________________________________
 FF0506* NAD 83(1995)-  35 09 11.35466(N)    090 00 13.33476(W)     ADJUSTED  
 FF0506* NAVD 88     -        79.472  (meters)     260.73   (feet)  ADJUSTED  
 FF0506  ___________________________________________________________________
 FF0506  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FF0506  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0506  DYNAMIC HT  -          79.400 (meters)     260.50  (feet)  COMP
 FF0506  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FF0506
 FF0506  HORZ ORDER  -  SECOND
 FF0506  VERT ORDER  -  SECOND    CLASS 0
 FF0506
 FF0506.The horizontal coordinates were established by classical geodetic methods
 FF0506.and adjusted by the National Geodetic Survey in April 1999..
 FF0506
 FF0506.The orthometric height was determined by differential leveling
 FF0506.and adjusted by the National Geodetic Survey in June 1991..
 FF0506
 FF0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0506
 FF0506.The geoid height was determined by GEOID03.
 FF0506
 FF0506.The dynamic height is computed by dividing the NAVD 88
 FF0506.geopotential number by the normal gravity value computed on the
 FF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0506.degrees latitude (g = 980.6199 gals.).
 FF0506
 FF0506.The modeled gravity was interpolated from observed gravity values.
 FF0506
 FF0506;                    North         East     Units Scale Factor Converg.
 FF0506;SPC TN       -    98,421.065   235,286.491   MT  1.00001850   -2 20 38.1
 FF0506;SPC TN       -   322,903.11    771,935.76   sFT  1.00001850   -2 20 38.1
 FF0506;SPC AR N     -    92,796.014   581,878.991   MT  0.99996406   +1 09 41.9
 FF0506;SPC AR N     -   304,448.26  1,909,047.99   sFT  0.99996406   +1 09 41.9
 FF0506;UTM  15      - 3,894,138.898   772,948.798   MT  1.00051827   +1 43 34.4
 FF0506;UTM  16      - 3,894,159.268   226,376.140   MT  1.00052282   -1 43 49.8
 FF0506
 FF0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0506!SPC TN       -   0.99999181  x   1.00001850  =   1.00001031
 FF0506!SPC AR N     -   0.99999181  x   0.99996406  =   0.99995587
 FF0506!UTM  15      -   0.99999181  x   1.00051827  =   1.00051008
 FF0506!UTM  16      -   0.99999181  x   1.00052282  =   1.00051463
 FF0506
 FF0506|---------------------------------------------------------------------|
 FF0506| PID    Reference Object                     Distance      Geod. Az  |
 FF0506|                                                           dddmmss.s |
 FF0506| FF0505 GALLOWAY                            265.563 METERS 18910     |
 FF0506| FF1976 SEARS                               APPROX. 0.9 KM 2661441.9 |
 FF0506|---------------------------------------------------------------------|
 FF0506
 FF0506                          SUPERSEDED SURVEY CONTROL
 FF0506
 FF0506  NAD 83(1995)-  35 09 11.35705(N)    090 00 13.33431(W) AD(       ) 2
 FF0506  NAD 83(1995)-  35 09 11.36018(N)    090 00 13.33424(W) AD(       ) 2
 FF0506  NAD 83(1986)-  35 09 11.36518(N)    090 00 13.33592(W) AD(       ) 2
 FF0506  NAD 27      -  35 09 11.04270(N)    090 00 13.01080(W) AD(       ) 2
 FF0506  NGVD 29 (??/??/??)   79.445  (m)          260.65   (f) ADJUSTED    2 0
 FF0506
 FF0506.Superseded values are not recommended for survey control.
 FF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0506.See file dsdata.txt to determine how the superseded data were derived.
 FF0506
 FF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7294994139(NAD 83)
 FF0506_MARKER: DE = TRAVERSE STATION DISK
 FF0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0506_STAMPING: TS-01 1959
 FF0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0506+STABILITY: SURFACE MOTION
 FF0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0506+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0506
 FF0506  HISTORY     - Date     Condition        Report By
 FF0506  HISTORY     - 1959     MONUMENTED       CGS
 FF0506  HISTORY     - 1959     GOOD             CGS
 FF0506  HISTORY     - 1989     GOOD             USPSQD
 FF0506  HISTORY     - 19950622 GOOD             TN1620
 FF0506  HISTORY     - 20021024 GOOD             USACE
 FF0506
 FF0506                          STATION DESCRIPTION
 FF0506
 FF0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0506'THE STATION IS LOCATED IN THE NORTHWEST PART OF MEMPHIS,
 FF0506'ABOUT 6 BLOCKS EAST OF SEARS, ROEBUCK AND COMPANY, AT THE
 FF0506'INTERSECTION OF NORTH PARKWAY AND DICKINSON STREET, IN THE
 FF0506'MEDIAN.
 FF0506'
 FF0506'THE STATION IS A STANDARD TRAVERSE DISK STAMPED TS-O1 1959 SET
 FF0506'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 FF0506'ABOUT FLUSH WITH THE SURROUNDINIG SURFACE.  IT IS 59 FEET
 FF0506'WEST OF A LIGHT POLE, 37 FEET EAST OF THE CENTER OF THE
 FF0506'INTERSECTION OF NORTH PARKWAY AND DICKINSON STREET, 10 FEET
 FF0506'NORTH OF THE SOUTH EDGE OF MEDIAN ISLAND, 6 FEET EAST OF WEST
 FF0506'END OF MEDIAN ISLAND AND 5 FEET SOUTH OF THE NORTH EDGE OF
 FF0506'MEDIAN ISLAND.
 FF0506
 FF0506                          STATION RECOVERY (1959)
 FF0506
 FF0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0506'IN MEMPHIS.
 FF0506'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MEMPHIS, ABOUT
 FF0506'6 BLOCKS EAST OF SEARS, ROEBUCK AND COMPANY, AT THE INTERSECTION
 FF0506'OF NORTH PARKWAY AND DICKINSON STREET, IN THE MEDIAN.  THE STATION
 FF0506'IS A STANDARD STATION TRAVERSE DISK, CEMENTED IN THE TOP OF A 10-INCH
 FF0506'SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE SURROUNDING
 FF0506'SURFACE.  IT IS 59 FEET WEST OF A LIGHT POLE, 37 FEET EAST OF THE
 FF0506'CENTER OF INTERSECTION OF NORTH PARKWAY AND DICKINSON STREET,
 FF0506'10 FEET NORTH OF THE SOUTH EDGE OF MEDIAN ISLAND, 6 FEET EAST OF
 FF0506'WEST END OF MEDIAN ISLAND AND 5 FEET SOUTH OF THE NORTH EDGE OF
 FF0506'MEDIAN ISLAND.
 FF0506
 FF0506                          STATION RECOVERY (1989)
 FF0506
 FF0506'RECOVERY NOTE BY US POWER SQUADRON 1989 (FN)
 FF0506'RECOVERED IN GOOD CONDITION.
 FF0506
 FF0506                          STATION RECOVERY (1995)
 FF0506
 FF0506'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0506'RECOVERED IN GOOD CONDITION.
 FF0506
 FF0506                          STATION RECOVERY (2002)
 FF0506
 FF0506'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1046 ***********************************************************************
 FF1046  DESIGNATION -  TS P 1
 FF1046  PID         -  FF1046
 FF1046  STATE/COUNTY-  TN/SHELBY
 FF1046  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1046
 FF1046                         *CURRENT SURVEY CONTROL
 FF1046  ___________________________________________________________________
 FF1046* NAD 83(1995)-  35 08 02.99734(N)    090 01 19.56911(W)     ADJUSTED  
 FF1046* NAVD 88     -        88.07   (+/-2cm)     288.9    (feet)  VERTCON   
 FF1046  ___________________________________________________________________
 FF1046  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FF1046  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1046
 FF1046  HORZ ORDER  -  SECOND
 FF1046  VERT ORDER  -  ? (See Below)
 FF1046
 FF1046.The horizontal coordinates were established by classical geodetic methods
 FF1046.and adjusted by the National Geodetic Survey in April 1999..
 FF1046
 FF1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1046.The vertical order pertains to the NGVD 29 superseded value.
 FF1046
 FF1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1046
 FF1046.The geoid height was determined by GEOID03.
 FF1046
 FF1046;                    North         East     Units Scale Factor Converg.
 FF1046;SPC TN       -    96,384.916   233,524.893   MT  1.00002246   -2 21 16.9
 FF1046;SPC TN       -   316,222.85    766,156.25   sFT  1.00002246   -2 21 16.9
 FF1046;SPC AR N     -    90,656.078   580,245.282   MT  0.99996659   +1 09 03.4
 FF1046;SPC AR N     -   297,427.48  1,903,688.06   sFT  0.99996659   +1 09 03.4
 FF1046;UTM  15      - 3,891,981.797   771,335.357   MT  1.00050745   +1 42 53.3
 FF1046;UTM  16      - 3,892,103.316   224,635.575   MT  1.00053460   -1 44 25.1
 FF1046
 FF1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1046!SPC TN       -   0.99999046  x   1.00002246  =   1.00001292
 FF1046!SPC AR N     -   0.99999046  x   0.99996659  =   0.99995705
 FF1046!UTM  15      -   0.99999046  x   1.00050745  =   1.00049791
 FF1046!UTM  16      -   0.99999046  x   1.00053460  =   1.00052506
 FF1046
 FF1046|---------------------------------------------------------------------|
 FF1046| PID    Reference Object                     Distance      Geod. Az  |
 FF1046|                                                           dddmmss.s |
 FF1046| FF0360 PASADENA                            198.855 METERS 00111     |
 FF1046| FF1973 METHODIST                           376.589 METERS 05146     |
 FF1046|---------------------------------------------------------------------|
 FF1046
 FF1046                          SUPERSEDED SURVEY CONTROL
 FF1046
 FF1046  NAD 83(1995)-  35 08 02.99968(N)    090 01 19.56857(W) AD(       ) 2
 FF1046  NAD 83(1995)-  35 08 03.00309(N)    090 01 19.56863(W) AD(       ) 2
 FF1046  NAD 83(1986)-  35 08 03.00773(N)    090 01 19.57006(W) AD(       ) 2
 FF1046  NAD 27      -  35 08 02.68270(N)    090 01 19.24270(W) AD(       ) 2
 FF1046  NGVD 29 (??/??/92)   88.036  (m)          288.83   (f) ADJ UNCH    ?  
 FF1046
 FF1046.Superseded values are not recommended for survey control.
 FF1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1046.See file dsdata.txt to determine how the superseded data were derived.
 FF1046
 FF1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7133591982(NAD 83)
 FF1046_MARKER: Z = SEE DESCRIPTION
 FF1046_SETTING: 0 = UNSPECIFIED SETTING
 FF1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1046
 FF1046  HISTORY     - Date     Condition        Report By
 FF1046  HISTORY     - 1959     MONUMENTED       TNHD
 FF1046  HISTORY     - 19950622 MARK NOT FOUND   TN1620
 FF1046
 FF1046                          STATION DESCRIPTION
 FF1046
 FF1046'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF1046'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF THE
 FF1046'DOWNTOWN BUSINESS CENTER OF MEMPHIS, 204 FEET SOUTH OF THE
 FF1046'INTERSECTION OF LINDEN AVE. AND PASADENA AVE., 165 FEET NORTH OF
 FF1046'THE INTERSECTION OF VANCE AVE. AND PASADENA AVE., 24 FEET
 FF1046'WEST OF PASADENA AVE. AND 4 FEET EAST OF A FENCE.  THE MARK
 FF1046'IS A STATE HIGHWAY T STAKE CAP CEMENTED IN A DRILL HOLE
 FF1046'IN THE SIDE WALK, SET FLUSH WITH THE SIDE WALK AND IS STAMPED
 FF1046'TS-P1 1959.
 FF1046'
 FF1046'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF1046
 FF1046                          STATION RECOVERY (1995)
 FF1046
 FF1046'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2668 ***********************************************************************
 FB2668  DESIGNATION -  TS P2
 FB2668  PID         -  FB2668
 FB2668  STATE/COUNTY-  TN/KNOX
 FB2668  USGS QUAD   -  KNOXVILLE (1978)
 FB2668
 FB2668                         *CURRENT SURVEY CONTROL
 FB2668  ___________________________________________________________________
 FB2668* NAD 83(1995)-  35 58 24.44578(N)    083 55 17.20685(W)     ADJUSTED  
 FB2668* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 FB2668  ___________________________________________________________________
 FB2668  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FB2668  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2668
 FB2668  HORZ ORDER  -  THIRD
 FB2668
 FB2668.The horizontal coordinates were established by classical geodetic methods
 FB2668.and adjusted by the National Geodetic Survey in April 1999..
 FB2668
 FB2668.The orthometric height was scaled from a topographic map.
 FB2668
 FB2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2668
 FB2668.The geoid height was determined by GEOID03.
 FB2668
 FB2668;                    North         East     Units Scale Factor Converg.
 FB2668;SPC TN       -   183,961.060   787,449.630   MT  0.99995135   +1 13 00.7
 FB2668;SPC TN       -   603,545.58  2,583,490.99   sFT  0.99995135   +1 13 00.7
 FB2668;UTM  17      - 3,984,951.464   236,573.111   MT  1.00045515   -1 43 01.5
 FB2668;UTM  16      - 3,985,387.705   777,597.407   MT  1.00054965   +1 48 34.3
 FB2668
 FB2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2668!SPC TN       -   0.99996011  x   0.99995135  =   0.99991147
 FB2668!UTM  17      -   0.99996011  x   1.00045515  =   1.00041525
 FB2668!UTM  16      -   0.99996011  x   1.00054965  =   1.00050974
 FB2668
 FB2668                          SUPERSEDED SURVEY CONTROL
 FB2668
 FB2668  NAD 83(1995)-  35 58 24.45383(N)    083 55 17.20431(W) AD(       ) 3
 FB2668  NAD 83(1986)-  35 58 24.45952(N)    083 55 17.20257(W) AD(       ) 3
 FB2668  NAD 27      -  35 58 24.16120(N)    083 55 17.54390(W) AD(       ) 3
 FB2668
 FB2668.Superseded values are not recommended for survey control.
 FB2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2668.See file dsdata.txt to determine how the superseded data were derived.
 FB2668
 FB2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3657384951(NAD 83)
 FB2668_MARKER: DS = TRIANGULATION STATION DISK
 FB2668_SETTING: 0 = UNSPECIFIED SETTING
 FB2668_STAMPING: TS P2 1960
 FB2668_MARK LOGO: TNHD  
 FB2668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2668
 FB2668  HISTORY     - Date     Condition        Report By
 FB2668  HISTORY     - 1960     MONUMENTED       CGS
 FB2668
 FB2668                          STATION DESCRIPTION
 FB2668
 FB2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2668'THE STATION IS LOCATED NEAR THE INTERSECTION OF CENTRAL STREET AND
 FB2668'FIFTH AVENUE NE. IN KNOXVILLE.
 FB2668'
 FB2668'THE STATION MARK IS A COPPER DISK, SECURED BY A LARGE COPPER NAIL,
 FB2668'STAMPED TS P2 1960, CEMENTED IN A DRILL HOLE IN A CURB, FLUSH.
 FB2668'IT IS 97 FEET SOUTHWEST OF THE CENTER OF CENTRAL STREET, 28 FEET
 FB2668'SOUTHEAST OF THE CENTER OF FIFTH AVENUE NE., AND 9.8 FEET WEST OF A
 FB2668'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1047 ***********************************************************************
 FF1047  DESIGNATION -  TS Q 1
 FF1047  PID         -  FF1047
 FF1047  STATE/COUNTY-  TN/SHELBY
 FF1047  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1047
 FF1047                         *CURRENT SURVEY CONTROL
 FF1047  ___________________________________________________________________
 FF1047* NAD 83(1995)-  35 08 15.57317(N)    090 01 19.26196(W)     ADJUSTED  
 FF1047* NAVD 88     -        86.22   (+/-2cm)     282.9    (feet)  VERTCON   
 FF1047  ___________________________________________________________________
 FF1047  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FF1047  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1047
 FF1047  HORZ ORDER  -  SECOND
 FF1047  VERT ORDER  -  ? (See Below)
 FF1047
 FF1047.The horizontal coordinates were established by classical geodetic methods
 FF1047.and adjusted by the National Geodetic Survey in April 1999..
 FF1047
 FF1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1047.The vertical order pertains to the NGVD 29 superseded value.
 FF1047
 FF1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1047
 FF1047.The geoid height was determined by GEOID03.
 FF1047
 FF1047;                    North         East     Units Scale Factor Converg.
 FF1047;SPC TN       -    96,771.834   233,548.585   MT  1.00002172   -2 21 16.7
 FF1047;SPC TN       -   317,492.26    766,233.98   sFT  1.00002172   -2 21 16.7
 FF1047;SPC AR N     -    91,043.699   580,245.271   MT  0.99996612   +1 09 03.6
 FF1047;SPC AR N     -   298,699.20  1,903,688.03   sFT  0.99996612   +1 09 03.6
 FF1047;UTM  15      - 3,892,369.609   771,331.530   MT  1.00050742   +1 42 54.0
 FF1047;UTM  16      - 3,892,490.664   224,655.127   MT  1.00053447   -1 44 25.4
 FF1047
 FF1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1047!SPC TN       -   0.99999075  x   1.00002172  =   1.00001247
 FF1047!SPC AR N     -   0.99999075  x   0.99996612  =   0.99995687
 FF1047!UTM  15      -   0.99999075  x   1.00050742  =   1.00049817
 FF1047!UTM  16      -   0.99999075  x   1.00053447  =   1.00052522
 FF1047
 FF1047|---------------------------------------------------------------------|
 FF1047| PID    Reference Object                     Distance      Geod. Az  |
 FF1047|                                                           dddmmss.s |
 FF1047| FF1973 METHODIST                           326.853 METERS 11813     |
 FF1047| FF0360 PASADENA                            188.779 METERS 18107     |
 FF1047|---------------------------------------------------------------------|
 FF1047
 FF1047                          SUPERSEDED SURVEY CONTROL
 FF1047
 FF1047  NAD 83(1995)-  35 08 15.57550(N)    090 01 19.26144(W) AD(       ) 2
 FF1047  NAD 83(1995)-  35 08 15.57892(N)    090 01 19.26147(W) AD(       ) 2
 FF1047  NAD 83(1986)-  35 08 15.58350(N)    090 01 19.26292(W) AD(       ) 2
 FF1047  NAD 27      -  35 08 15.25880(N)    090 01 18.93570(W) AD(       ) 2
 FF1047  NGVD 29 (??/??/92)   86.184  (m)          282.76   (f) ADJ UNCH    ?  
 FF1047
 FF1047.Superseded values are not recommended for survey control.
 FF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1047.See file dsdata.txt to determine how the superseded data were derived.
 FF1047
 FF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7133292370(NAD 83)
 FF1047_MARKER: Z = SEE DESCRIPTION
 FF1047_SETTING: 0 = UNSPECIFIED SETTING
 FF1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1047
 FF1047  HISTORY     - Date     Condition        Report By
 FF1047  HISTORY     - 1959     MONUMENTED       TNHD
 FF1047  HISTORY     - 19950622 MARK NOT FOUND   TN1620
 FF1047
 FF1047                          STATION DESCRIPTION
 FF1047
 FF1047'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF1047'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE DOWNTOWN
 FF1047'SECTION OF MEMPHIS, 1.0 MILE SOUTH OF THE MAIN SEARS,
 FF1047'ROEBUCK AND CO. STORE BUILDING AND AT CHUCK HUTTON COMPANY,
 FF1047'DODGE DEALERS AND GARAGE, AT 1170 UNION AVENUE.
 FF1047'
 FF1047'THE STATION MARK, A STATE HIGHWAY T STAKE CAP STAMPED TS Q1 1959,
 FF1047'IS CEMENTED INTO THE CONCRETE APRON NEAR THE SOUTHEAST CORNER
 FF1047'OF THE GARAGE PART OF THE BUILDING.  IT IS 68 FEET NORTH OF
 FF1047'THE NORTH CURB OF UNION AVENUE AND 10 FEET SOUTH OF THE
 FF1047'SOUTHEAST CORNER OF THE GARAGE PART OF THE BUILDING.
 FF1047
 FF1047                          STATION RECOVERY (1995)
 FF1047
 FF1047'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3555 ***********************************************************************
 GA3555  DESIGNATION -  TS Q2
 GA3555  PID         -  GA3555
 GA3555  STATE/COUNTY-  TN/KNOX
 GA3555  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3555
 GA3555                         *CURRENT SURVEY CONTROL
 GA3555  ___________________________________________________________________
 GA3555* NAD 83(1995)-  36 00 06.72521(N)    083 54 04.93018(W)     ADJUSTED  
 GA3555* NAVD 88     -       328.5    (meters)    1078.     (feet)  VERTCON   
 GA3555  ___________________________________________________________________
 GA3555  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GA3555  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3555
 GA3555  HORZ ORDER  -  SECOND
 GA3555
 GA3555.The horizontal coordinates were established by classical geodetic methods
 GA3555.and adjusted by the National Geodetic Survey in April 1999..
 GA3555
 GA3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3555
 GA3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3555
 GA3555.The geoid height was determined by GEOID03.
 GA3555
 GA3555;                    North         East     Units Scale Factor Converg.
 GA3555;SPC TN       -   187,151.268   789,192.348   MT  0.99995267   +1 13 43.0
 GA3555;SPC TN       -   614,012.12  2,589,208.56   sFT  0.99995267   +1 13 43.0
 GA3555;UTM  17      - 3,988,049.811   238,477.810   MT  1.00044283   -1 42 23.1
 GA3555
 GA3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3555!SPC TN       -   0.99995327  x   0.99995267  =   0.99990595
 GA3555!UTM  17      -   0.99995327  x   1.00044283  =   1.00039608
 GA3555
 GA3555:                Primary Azimuth Mark                     Grid Az
 GA3555:SPC TN       -  FAIR                                     097 41 53.4
 GA3555:UTM  17      -  FAIR                                     100 37 59.5
 GA3555
 GA3555|---------------------------------------------------------------------|
 GA3555| PID    Reference Object                     Distance      Geod. Az  |
 GA3555|                                                           dddmmss.s |
 GA3555| FB1876 FAIR                                APPROX. 1.8 KM 0985536.4 |
 GA3555|---------------------------------------------------------------------|
 GA3555
 GA3555                          SUPERSEDED SURVEY CONTROL
 GA3555
 GA3555  NAD 83(1995)-  36 00 06.73394(N)    083 54 04.92771(W) AD(       ) 2
 GA3555  NAD 83(1995)-  36 00 06.73394(N)    083 54 04.92771(W) AD(       ) 2
 GA3555  NAD 83(1995)-  36 00 06.73387(N)    083 54 04.92774(W) AD(       ) 2
 GA3555  NAD 83(1986)-  36 00 06.73932(N)    083 54 04.92592(W) AD(       ) 2
 GA3555  NAD 27      -  36 00 06.44030(N)    083 54 05.26850(W) AD(       ) 2
 GA3555  NGVD 29 (07/19/86)  328.6    (m)         1078.     (f) VERT ANG       
 GA3555
 GA3555.Superseded values are not recommended for survey control.
 GA3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3555.See file dsdata.txt to determine how the superseded data were derived.
 GA3555
 GA3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3847888050(NAD 83)
 GA3555_MARKER: DD = SURVEY DISK
 GA3555_SETTING: 0 = UNSPECIFIED SETTING
 GA3555_STAMPING: TS-Q2 1960
 GA3555_MARK LOGO: TNHD  
 GA3555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3555
 GA3555  HISTORY     - Date     Condition        Report By
 GA3555  HISTORY     - 1960     MONUMENTED       TNHD
 GA3555
 GA3555                          STATION DESCRIPTION
 GA3555
 GA3555'DESCRIBED BY TN HIGHWAY DEPT 1960 (SLH)
 GA3555'THE STATION IS LOCATED IN THE EASTERN SECTION OF KNOXVILLE AT THE
 GA3555'INTERSECTION OF GASTON
 GA3555'AVENUE AND KENNINGTON ROAD.
 GA3555'
 GA3555'TO REACH THE STATION FROM THE JUNCTION OF CECIL AVENUE AND CHERRY
 GA3555'STREET, GO NORTHEAST ON
 GA3555'CECIL AVENUE FOR 0.4 MILE TO A T-ROAD LEFT, TURN LEFT,
 GA3555'WEST, ON KENNINGTON ROAD FOR
 GA3555'0.15 MILE TO THE STATION ON THE RIGHT.
 GA3555'
 GA3555'STATION MARK IS 32 FEET EAST OF THE CENTER OF KENNINGTON ROAD AND 30
 GA3555'FEET NORTH OF THE CENTER OF
 GA3555'GASTON AVENUE.  THE MARK IS A STANDARD TENNESSEE
 GA3555'STATE T-STAKE WITH A METAL DISK
 GA3555'SECURED TO THE TOP, SET FLUSH, AND IS
 GA3555'STAMPED TS-Q2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1212 ***********************************************************************
 FE1212  DESIGNATION -  TS R 1
 FE1212  PID         -  FE1212
 FE1212  STATE/COUNTY-  TN/SHELBY
 FE1212  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1212
 FE1212                         *CURRENT SURVEY CONTROL
 FE1212  ___________________________________________________________________
 FE1212* NAD 83(1995)-  35 08 50.32457(N)    089 57 54.51890(W)     ADJUSTED  
 FE1212* NAVD 88     -        85.033  (meters)     278.98   (feet)  ADJUSTED  
 FE1212  ___________________________________________________________________
 FE1212  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE1212  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1212  DYNAMIC HT  -          84.956 (meters)     278.73  (feet)  COMP
 FE1212  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE1212
 FE1212  HORZ ORDER  -  SECOND
 FE1212  VERT ORDER  -  SECOND    CLASS 0
 FE1212
 FE1212.The horizontal coordinates were established by classical geodetic methods
 FE1212.and adjusted by the National Geodetic Survey in April 1999..
 FE1212
 FE1212.The orthometric height was determined by differential leveling
 FE1212.and adjusted by the National Geodetic Survey in June 1991..
 FE1212
 FE1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1212
 FE1212.The geoid height was determined by GEOID03.
 FE1212
 FE1212.The dynamic height is computed by dividing the NAVD 88
 FE1212.geopotential number by the normal gravity value computed on the
 FE1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1212.degrees latitude (g = 980.6199 gals.).
 FE1212
 FE1212.The modeled gravity was interpolated from observed gravity values.
 FE1212
 FE1212;                    North         East     Units Scale Factor Converg.
 FE1212;SPC TN       -    97,630.483   238,770.890   MT  1.00001971   -2 19 16.9
 FE1212;SPC TN       -   320,309.34    783,367.49   sFT  1.00001971   -2 19 16.9
 FE1212;UTM  16      - 3,893,405.662   229,870.521   MT  1.00049940   -1 42 28.8
 FE1212;UTM  15      - 3,893,597.330   776,482.325   MT  1.00054220   +1 44 53.6
 FE1212
 FE1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1212!SPC TN       -   0.99999094  x   1.00001971  =   1.00001065
 FE1212!UTM  16      -   0.99999094  x   1.00049940  =   1.00049034
 FE1212!UTM  15      -   0.99999094  x   1.00054220  =   1.00053314
 FE1212
 FE1212                          SUPERSEDED SURVEY CONTROL
 FE1212
 FE1212  NAD 83(1995)-  35 08 50.32709(N)    089 57 54.51820(W) AD(       ) 2
 FE1212  NAD 83(1995)-  35 08 50.33003(N)    089 57 54.51864(W) AD(       ) 2
 FE1212  NAD 83(1986)-  35 08 50.33497(N)    089 57 54.51986(W) AD(       ) 2
 FE1212  NAD 27      -  35 08 50.01340(N)    089 57 54.19920(W) AD(       ) 2
 FE1212  NGVD 29 (??/??/??)   85.008  (m)          278.90   (f) ADJUSTED    2 0
 FE1212
 FE1212.Superseded values are not recommended for survey control.
 FE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1212.See file dsdata.txt to determine how the superseded data were derived.
 FE1212
 FE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2987193406(NAD 83)
 FE1212_MARKER: Z = SEE DESCRIPTION
 FE1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1212_SP_SET: BUILDING
 FE1212_STAMPING: TS-R1 1959
 FE1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1212
 FE1212  HISTORY     - Date     Condition        Report By
 FE1212  HISTORY     - 1959     MONUMENTED       CGS
 FE1212  HISTORY     - 1959     GOOD             CGS
 FE1212  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1212
 FE1212                          STATION DESCRIPTION
 FE1212
 FE1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1212'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF MEMPHIS, ABOUT
 FE1212'3.0 MILES EAST OF THE MAIN SEARS, ROEBUCK AND CO.  STORE BUILDING,
 FE1212'0.2 MILE SOUTH OF SUMMER AVENUE, AND NEAR THE SOUTHWEST CORNER OF THE
 FE1212'LESTER SCHOOL GROUNDS.
 FE1212'
 FE1212'THE STATION MARK, A STATE HIGHWAY T-STAKE CAP STAMPED TS-R1 1959, IS
 FE1212'CEMENTED INTO A CONCRETE WALK.  IT IS SET IN FRONT OF A HOUSE AT
 FE1212'2879 BROAD AVENUE, 47 FEET SOUTHEAST OF THE INTERSECTION OF LESTER
 FE1212'STREET AND BROAD AVENUE, 16 FEET EAST OF THE EAST EDGE OF A
 FE1212'DRIVEWAY, AND 3 FEET SOUTH OF THE SOUTH CURB OF BROAD AVENUE.
 FE1212'
 FE1212'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 FE1212
 FE1212                          STATION RECOVERY (1959)
 FE1212
 FE1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1212'IN MEMPHIS.
 FE1212'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF MEMPHIS,
 FE1212'ABOUT 3.0 MILES EAST OF THE MAIN SEARS, ROEBUCK AND CO. STORE
 FE1212'BUILDING, 0.2 MILE SOUTH OF SUMMER AVENUE, AND NEAR THE SOUTHWEST
 FE1212'CORNER OF THE LESTER SCHOOL GROUNDS.  THE STATION IS A STATE
 FE1212'HIGHWAY T-STAKE CAP CEMENTED FLUSH INTO A CONCRETE SIDEWALK.
 FE1212'IT IS SET IN FRONT OF A HOUSE AT 2879 BROAD AVENUE, 47 FEET
 FE1212'SOUTHEAST OF THE INTERSECTION OF LESTER STREET AND BROAD AVENUE,
 FE1212'16 FEET EAST OF THE EAST EDGE OF A DRIVEWAY, AND 3 FEET SOUTH
 FE1212'OF THE SOUTH CURB OF BROAD AVENUE.  ABOUT 1 BLOCK WEST OF STATION
 FE1212'BROAD.
 FE1212
 FE1212                          STATION RECOVERY (1989)
 FE1212
 FE1212'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3556 ***********************************************************************
 GA3556  DESIGNATION -  TS R2
 GA3556  PID         -  GA3556
 GA3556  STATE/COUNTY-  TN/KNOX
 GA3556  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3556
 GA3556                         *CURRENT SURVEY CONTROL
 GA3556  ___________________________________________________________________
 GA3556* NAD 83(1995)-  36 01 02.70522(N)    083 53 00.45638(W)     ADJUSTED  
 GA3556* NAVD 88     -       340.5    (meters)    1117.     (feet)  VERTCON   
 GA3556  ___________________________________________________________________
 GA3556  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3556  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3556
 GA3556  HORZ ORDER  -  SECOND
 GA3556
 GA3556.The horizontal coordinates were established by classical geodetic methods
 GA3556.and adjusted by the National Geodetic Survey in April 1999..
 GA3556
 GA3556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3556
 GA3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3556
 GA3556.The geoid height was determined by GEOID03.
 GA3556
 GA3556;                    North         East     Units Scale Factor Converg.
 GA3556;SPC TN       -   188,910.968   790,769.326   MT  0.99995350   +1 14 20.8
 GA3556;SPC TN       -   619,785.40  2,594,382.36   sFT  0.99995350   +1 14 20.8
 GA3556;UTM  17      - 3,989,727.259   240,143.638   MT  1.00043212   -1 41 47.4
 GA3556
 GA3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3556!SPC TN       -   0.99995139  x   0.99995350  =   0.99990489
 GA3556!UTM  17      -   0.99995139  x   1.00043212  =   1.00038349
 GA3556
 GA3556:                Primary Azimuth Mark                     Grid Az
 GA3556:SPC TN       -  TS M2                                    112 32 09.0
 GA3556:UTM  17      -  TS M2                                    115 28 17.2
 GA3556
 GA3556|---------------------------------------------------------------------|
 GA3556| PID    Reference Object                     Distance      Geod. Az  |
 GA3556|                                                           dddmmss.s |
 GA3556| GA3545 TS M2                               APPROX. 1.5 KM 1134629.8 |
 GA3556|---------------------------------------------------------------------|
 GA3556
 GA3556                          SUPERSEDED SURVEY CONTROL
 GA3556
 GA3556  NAD 83(1995)-  36 01 02.71185(N)    083 53 00.45344(W) AD(       ) 2
 GA3556  NAD 83(1995)-  36 01 02.71182(N)    083 53 00.45344(W) AD(       ) 2
 GA3556  NAD 83(1995)-  36 01 02.71451(N)    083 53 00.45386(W) AD(       ) 2
 GA3556  NAD 83(1986)-  36 01 02.71991(N)    083 53 00.45204(W) AD(       ) 2
 GA3556  NAD 27      -  36 01 02.41710(N)    083 53 00.78890(W) AD(       ) 2
 GA3556  NGVD 29 (07/19/86)  340.6    (m)         1117.     (f) VERT ANG       
 GA3556
 GA3556.Superseded values are not recommended for survey control.
 GA3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3556.See file dsdata.txt to determine how the superseded data were derived.
 GA3556
 GA3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4014489727(NAD 83)
 GA3556_MARKER: DD = SURVEY DISK
 GA3556_SETTING: 0 = UNSPECIFIED SETTING
 GA3556_MARK LOGO: TNHD  
 GA3556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3556
 GA3556  HISTORY     - Date     Condition        Report By
 GA3556  HISTORY     - 1960     MONUMENTED       TNHD
 GA3556
 GA3556                          STATION DESCRIPTION
 GA3556
 GA3556'DESCRIBED BY TN HIGHWAY DEPT 1960 (SLH)
 GA3556'THE STATION IS LOCATED IN THE EASTERN PART OF KNOXVILLE AT THE
 GA3556'INTERSECTION OF BUFFAT MILL
 GA3556'DRIVE AND PLEASANT VIEW ROAD.
 GA3556'
 GA3556'TO REACH THE STATION FROM THE JUNCTION OF BUFFAT MILL DRIVE AND
 GA3556'SPRING HILL ROAD, GO
 GA3556'WEST ON BUFFAT MILL DRIVE FOR 0.7 MILE TO PLEASANT VIEW ROAD
 GA3556'ON THE LEFT AND STATION.
 GA3556'
 GA3556'STATION MARK IS 63 FEET SOUTHEAST OF THE CENTER OF BUFFAT MILL DRIVE,
 GA3556'56 FEET NORTHWEST OF THE
 GA3556'NORTHWEST CORNER OF A HOUSE, 49 FEET SOUTHEAST OF A
 GA3556'POWER LINE POLE AND 4 FEET WEST OF
 GA3556'THE EAST EDGE OF PLEASANT VIEW
 GA3556'ROAD.  THE MARK IS A STANDARD TENNESSEE STATE T-STAKE
 GA3556'WITH A METAL
 GA3556'DISK SECURED TO THE TOP, SET FLUSH, AND IS STAMPED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2075 ***********************************************************************
 FE2075  DESIGNATION -  TS S 1
 FE2075  PID         -  FE2075
 FE2075  STATE/COUNTY-  TN/SHELBY
 FE2075  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2075
 FE2075                         *CURRENT SURVEY CONTROL
 FE2075  ___________________________________________________________________
 FE2075* NAD 83(1995)-  35 08 50.13728(N)    089 57 45.61670(W)     ADJUSTED  
 FE2075* NAVD 88     -        81.36   (+/-2cm)     266.9    (feet)  VERTCON   
 FE2075  ___________________________________________________________________
 FE2075  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE2075  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2075
 FE2075  HORZ ORDER  -  SECOND
 FE2075  VERT ORDER  -  ? (See Below)
 FE2075
 FE2075.The horizontal coordinates were established by classical geodetic methods
 FE2075.and adjusted by the National Geodetic Survey in April 1999..
 FE2075
 FE2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2075.The vertical order pertains to the NGVD 29 superseded value.
 FE2075
 FE2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2075
 FE2075.The geoid height was determined by GEOID03.
 FE2075
 FE2075;                    North         East     Units Scale Factor Converg.
 FE2075;SPC TN       -    97,615.591   238,995.812   MT  1.00001972   -2 19 11.7
 FE2075;SPC TN       -   320,260.48    784,105.43   sFT  1.00001972   -2 19 11.7
 FE2075;UTM  16      - 3,893,393.173   230,095.696   MT  1.00049790   -1 42 23.7
 FE2075;UTM  15      - 3,893,598.438   776,707.854   MT  1.00054374   +1 44 58.7
 FE2075
 FE2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2075!SPC TN       -   0.99999152  x   1.00001972  =   1.00001124
 FE2075!UTM  16      -   0.99999152  x   1.00049790  =   1.00048941
 FE2075!UTM  15      -   0.99999152  x   1.00054374  =   1.00053525
 FE2075
 FE2075                          SUPERSEDED SURVEY CONTROL
 FE2075
 FE2075  NAD 83(1995)-  35 08 50.13981(N)    089 57 45.61600(W) AD(       ) 2
 FE2075  NAD 83(1995)-  35 08 50.14273(N)    089 57 45.61644(W) AD(       ) 2
 FE2075  NAD 83(1986)-  35 08 50.14771(N)    089 57 45.61768(W) AD(       ) 2
 FE2075  NAD 27      -  35 08 49.82620(N)    089 57 45.29720(W) AD(       ) 2
 FE2075  NGVD 29 (??/??/??)   81.333  (m)          266.84   (f) ADJUSTED    ?  
 FE2075
 FE2075.Superseded values are not recommended for survey control.
 FE2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2075.See file dsdata.txt to determine how the superseded data were derived.
 FE2075
 FE2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3009693393(NAD 83)
 FE2075_MARKER: P = PIPE CAP
 FE2075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2075_SP_SET: SIDEWALK
 FE2075_STAMPING: TS-S1 1959
 FE2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2075
 FE2075  HISTORY     - Date     Condition        Report By
 FE2075  HISTORY     - 1959     MONUMENTED       CGS
 FE2075  HISTORY     - 1959     GOOD             CGS
 FE2075  HISTORY     - 19950705 MARK NOT FOUND   TN1620
 FE2075
 FE2075                          STATION DESCRIPTION
 FE2075
 FE2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2075'THE STATION IS LOCATED ALONG BROAD AVENUE BETWEEN FRAZIER AND TILLMAN
 FE2075'STREETS IN THE NORTH CENTRAL SECTION OF MEMPHIS.  IT IS ABOUT 3.0
 FE2075'MILES EAST OF THE MAIN SEARS, ROEBUCK AND CO. STORE BUILDING AND 0.2
 FE2075'MILE SOUTH OF SUMMER AVENUE.
 FE2075'
 FE2075'THE STATION MARK, A STATE HIGHWAY T-STAKE CAP STAMPED TS-S1 1959, IS
 FE2075'CEMENTED INTO A CONCRETE WALK.  IT IS 40 FEET NORTHEAST OF THE
 FE2075'NORTHEAST CORNER OF THE W.F. JAMESON OFFICE BUILDING, 23 FEET SOUTH
 FE2075'OF THE APPROXIMATE CENTER OF BROAD AVENUE AND 3 FEET SOUTH OF
 FE2075'THE SOUTH CURB OF BROAD AVENUE.  IT IS SET BETWEEN TWO DRIVEWAYS
 FE2075'LEADING SOUTH.
 FE2075'
 FE2075'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 FE2075
 FE2075                          STATION RECOVERY (1959)
 FE2075
 FE2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE2075'IN MEMPHIS.
 FE2075'1 BLOCK WEST OF STATION BROAD.  THE MARK IS A SMALL ROUND CAP
 FE2075'SET IN THE SIDEWALK 67 PACES EAST OF THE INTERSECTION OF LIPFORD
 FE2075'STREET AND BROAD STREET.
 FE2075
 FE2075                          STATION RECOVERY (1995)
 FE2075
 FE2075'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1045 ***********************************************************************
 FF1045  DESIGNATION -  TS T 1
 FF1045  PID         -  FF1045
 FF1045  STATE/COUNTY-  TN/SHELBY
 FF1045  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1045
 FF1045                         *CURRENT SURVEY CONTROL
 FF1045  ___________________________________________________________________
 FF1045* NAD 83(1995)-  35 07 54.24565(N)    090 01 24.77895(W)     ADJUSTED  
 FF1045* NAVD 88     -        81.79   (+/-2cm)     268.3    (feet)  VERTCON   
 FF1045  ___________________________________________________________________
 FF1045  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FF1045  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1045
 FF1045  HORZ ORDER  -  SECOND
 FF1045  VERT ORDER  -  ? (See Below)
 FF1045
 FF1045.The horizontal coordinates were established by classical geodetic methods
 FF1045.and adjusted by the National Geodetic Survey in April 1999..
 FF1045
 FF1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1045.The vertical order pertains to the NGVD 29 superseded value.
 FF1045
 FF1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1045
 FF1045.The geoid height was determined by GEOID03.
 FF1045
 FF1045;                    North         East     Units Scale Factor Converg.
 FF1045;SPC TN       -    96,120.853   233,382.022   MT  1.00002298   -2 21 20.0
 FF1045;SPC TN       -   315,356.50    765,687.52   sFT  1.00002298   -2 21 20.0
 FF1045;SPC AR N     -    90,383.788   580,118.832   MT  0.99996692   +1 09 00.3
 FF1045;SPC AR N     -   296,534.14  1,903,273.20   sFT  0.99996692   +1 09 00.3
 FF1045;UTM  15      - 3,891,708.128   771,211.526   MT  1.00050662   +1 42 49.9
 FF1045;UTM  16      - 3,891,837.600   224,495.472   MT  1.00053555   -1 44 27.7
 FF1045
 FF1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1045!SPC TN       -   0.99999145  x   1.00002298  =   1.00001443
 FF1045!SPC AR N     -   0.99999145  x   0.99996692  =   0.99995837
 FF1045!UTM  15      -   0.99999145  x   1.00050662  =   1.00049806
 FF1045!UTM  16      -   0.99999145  x   1.00053555  =   1.00052699
 FF1045
 FF1045                          SUPERSEDED SURVEY CONTROL
 FF1045
 FF1045  NAD 83(1995)-  35 07 54.24797(N)    090 01 24.77842(W) AD(       ) 2
 FF1045  NAD 83(1995)-  35 07 54.25146(N)    090 01 24.77847(W) AD(       ) 2
 FF1045  NAD 83(1986)-  35 07 54.25596(N)    090 01 24.77994(W) AD(       ) 2
 FF1045  NAD 27      -  35 07 53.93090(N)    090 01 24.45200(W) AD(       ) 2
 FF1045  NGVD 29 (??/??/92)   81.755  (m)          268.22   (f) ADJ UNCH    ?  
 FF1045
 FF1045.Superseded values are not recommended for survey control.
 FF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1045.See file dsdata.txt to determine how the superseded data were derived.
 FF1045
 FF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7121291708(NAD 83)
 FF1045_MARKER: Z = SEE DESCRIPTION
 FF1045_SETTING: 0 = UNSPECIFIED SETTING
 FF1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1045
 FF1045  HISTORY     - Date     Condition        Report By
 FF1045  HISTORY     - 1959     MONUMENTED       TNHD
 FF1045  HISTORY     - 19950705 MARK NOT FOUND   TN1620
 FF1045
 FF1045                          STATION DESCRIPTION
 FF1045
 FF1045'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF1045'THE STATION IS LOCATED ABOUT 1.75 MILE SOUTHEAST OF THE
 FF1045'DOWNTOWN SECTION OF MEMPHIS, 1 BLOCK WEST OF BELLEVUE BOULEVARD,
 FF1045'50 FEET WEST-NORTHWEST OF THE INTERSECTION OF SOUTH WALDRAN
 FF1045'BOULEVARD AND CARR AVENUE, 39 FEET WEST OF THE WEST CURB
 FF1045'OF SOUTH WALDRAN BOULEVARD, 3 FEET NORTH OF THE NORTH CURB
 FF1045'OF CARR AVENUE, AND 6 INCHES NORTH OF THE SOUTH EDGE OF
 FF1045'A CONCRETE WALK.
 FF1045'
 FF1045'THE STATION MARK IS A STATE HIGHWAY T STAKE CAP STAMPED
 FF1045'TS T1 1959 AND IS CEMENTED INTO A CONCRETE WALK.
 FF1045
 FF1045                          STATION RECOVERY (1995)
 FF1045
 FF1045'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3517 ***********************************************************************
 GA3517  DESIGNATION -  TS T2
 GA3517  PID         -  GA3517
 GA3517  STATE/COUNTY-  TN/JEFFERSON
 GA3517  USGS QUAD   -  JEFFERSON CITY (1974)
 GA3517
 GA3517                         *CURRENT SURVEY CONTROL
 GA3517  ___________________________________________________________________
 GA3517* NAD 83(1995)-  36 01 27.11550(N)    083 27 56.62761(W)     ADJUSTED  
 GA3517* NAVD 88     -       391.2    (meters)    1283.     (feet)  VERTCON   
 GA3517  ___________________________________________________________________
 GA3517  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GA3517  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA3517
 GA3517  HORZ ORDER  -  SECOND
 GA3517
 GA3517.The horizontal coordinates were established by classical geodetic methods
 GA3517.and adjusted by the National Geodetic Survey in April 1999..
 GA3517
 GA3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3517
 GA3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3517
 GA3517.The geoid height was determined by GEOID03.
 GA3517
 GA3517;                    North         East     Units Scale Factor Converg.
 GA3517;SPC TN       -   190,557.656   828,393.251   MT  0.99995389   +1 29 01.2
 GA3517;SPC TN       -   625,187.91  2,717,820.19   sFT  0.99995389   +1 29 01.2
 GA3517;UTM  17      - 3,989,445.212   277,816.218   MT  1.00020831   -1 27 02.7
 GA3517
 GA3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3517!SPC TN       -   0.99994344  x   0.99995389  =   0.99989733
 GA3517!UTM  17      -   0.99994344  x   1.00020831  =   1.00015174
 GA3517
 GA3517:                Primary Azimuth Mark                     Grid Az
 GA3517:SPC TN       -  MOORE RESET                              043 58 53.9
 GA3517:UTM  17      -  MOORE RESET                              046 54 57.8
 GA3517
 GA3517|---------------------------------------------------------------------|
 GA3517| PID    Reference Object                     Distance      Geod. Az  |
 GA3517|                                                           dddmmss.s |
 GA3517| GA2032 MOORE RESET                         APPROX. 1.7 KM 0452755.1 |
 GA3517|---------------------------------------------------------------------|
 GA3517
 GA3517                          SUPERSEDED SURVEY CONTROL
 GA3517
 GA3517  NAD 83(1995)-  36 01 27.12162(N)    083 27 56.63042(W) AD(       ) 2
 GA3517  NAD 83(1995)-  36 01 27.12235(N)    083 27 56.63245(W) AD(       ) 2
 GA3517  NAD 83(1995)-  36 01 27.12181(N)    083 27 56.63099(W) AD(       ) 2
 GA3517  NAD 83(1986)-  36 01 27.12618(N)    083 27 56.62990(W) AD(       ) 2
 GA3517  NAD 27      -  36 01 26.80250(N)    083 27 57.02270(W) AD(       ) 2
 GA3517  NGVD 29 (07/19/86)  391.4    (m)         1284.     (f) VERT ANG       
 GA3517
 GA3517.Superseded values are not recommended for survey control.
 GA3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3517.See file dsdata.txt to determine how the superseded data were derived.
 GA3517
 GA3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7781689445(NAD 83)
 GA3517_MARKER: P = PIPE CAP
 GA3517_SETTING: 0 = UNSPECIFIED SETTING
 GA3517_STAMPING: TS T2 1961
 GA3517_MARK LOGO: CGS   
 GA3517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3517
 GA3517  HISTORY     - Date     Condition        Report By
 GA3517  HISTORY     - 1961     MONUMENTED       CGS
 GA3517
 GA3517                          STATION DESCRIPTION
 GA3517
 GA3517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3517'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF DANDRIDGE, IS
 GA3517'ON THE NORTH EDGE OF
 GA3517'RIGHT-OF-WAY OF U.S.  HIGHWAY 70.
 GA3517'
 GA3517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GA3517'HIGHWAY 92 IN DANDRIDGE, GO
 GA3517'WESTERLY ON U.S.  HIGHWAY 70 FOR 2.7 MILES TO DENTON
 GA3517'SERVICE STATION ON THE RIGHT,
 GA3517'CONTINUE ON WESTERLY ON U.S.  HIGHWAY
 GA3517'70 FOR 0.2 MILE TO STATION ON THE RIGHT.
 GA3517'
 GA3517'THE STATION MARK IS AN IRON STAKE CEMENTED IN THE GROUND PROJECTING 2
 GA3517'INCHES WITH A METAL CAP
 GA3517'PINNED TO THE TOP, THE CAP IS STAMPED TS T2 1961, IS
 GA3517'25 FEET NORTH OF CENTER OF U.S.
 GA3517'HIGHWAY 70, 4 FEET SOUTH OF AN
 GA3517'EAST-WEST FENCE LINE AND 3.5 FEET SOUTH OF A
 GA3517'WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1044 ***********************************************************************
 FF1044  DESIGNATION -  TS U 1
 FF1044  PID         -  FF1044
 FF1044  STATE/COUNTY-  TN/SHELBY
 FF1044  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1044
 FF1044                         *CURRENT SURVEY CONTROL
 FF1044  ___________________________________________________________________
 FF1044* NAD 83(1995)-  35 07 49.94398(N)    090 01 25.99743(W)     ADJUSTED  
 FF1044* NAVD 88     -        82.93   (+/-2cm)     272.1    (feet)  VERTCON   
 FF1044  ___________________________________________________________________
 FF1044  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FF1044  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1044
 FF1044  HORZ ORDER  -  SECOND
 FF1044  VERT ORDER  -  ? (See Below)
 FF1044
 FF1044.The horizontal coordinates were established by classical geodetic methods
 FF1044.and adjusted by the National Geodetic Survey in April 1999..
 FF1044
 FF1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1044.The vertical order pertains to the NGVD 29 superseded value.
 FF1044
 FF1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1044
 FF1044.The geoid height was determined by GEOID03.
 FF1044
 FF1044;                    North         East     Units Scale Factor Converg.
 FF1044;SPC TN       -    95,989.663   233,345.749   MT  1.00002323   -2 21 20.7
 FF1044;SPC TN       -   314,926.09    765,568.51   sFT  1.00002323   -2 21 20.7
 FF1044;SPC AR N     -    90,250.633   580,090.651   MT  0.99996709   +1 08 59.6
 FF1044;SPC AR N     -   296,097.29  1,903,180.74   sFT  0.99996709   +1 08 59.6
 FF1044;UTM  15      - 3,891,574.631   771,184.642   MT  1.00050644   +1 42 49.0
 FF1044;UTM  16      - 3,891,705.961   224,460.591   MT  1.00053579   -1 44 28.2
 FF1044
 FF1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1044!SPC TN       -   0.99999127  x   1.00002323  =   1.00001450
 FF1044!SPC AR N     -   0.99999127  x   0.99996709  =   0.99995836
 FF1044!UTM  15      -   0.99999127  x   1.00050644  =   1.00049770
 FF1044!UTM  16      -   0.99999127  x   1.00053579  =   1.00052705
 FF1044
 FF1044                          SUPERSEDED SURVEY CONTROL
 FF1044
 FF1044  NAD 83(1995)-  35 07 49.94630(N)    090 01 25.99690(W) AD(       ) 2
 FF1044  NAD 83(1995)-  35 07 49.94979(N)    090 01 25.99696(W) AD(       ) 2
 FF1044  NAD 83(1986)-  35 07 49.95430(N)    090 01 25.99842(W) AD(       ) 2
 FF1044  NAD 27      -  35 07 49.62910(N)    090 01 25.67030(W) AD(       ) 2
 FF1044  NGVD 29 (??/??/92)   82.897  (m)          271.97   (f) ADJ UNCH    ?  
 FF1044
 FF1044.Superseded values are not recommended for survey control.
 FF1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1044.See file dsdata.txt to determine how the superseded data were derived.
 FF1044
 FF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7118591575(NAD 83)
 FF1044_MARKER: Z = SEE DESCRIPTION
 FF1044_SETTING: 0 = UNSPECIFIED SETTING
 FF1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1044
 FF1044  HISTORY     - Date     Condition        Report By
 FF1044  HISTORY     - 1959     MONUMENTED       CGS
 FF1044  HISTORY     - 19950705 MARK NOT FOUND   TN1620
 FF1044
 FF1044                          STATION DESCRIPTION
 FF1044
 FF1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1044'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF THE
 FF1044'DOWNTOWN CENTER OF MEMPHIS, ABOUT 0.2 MILE NORTHWEST OF THE
 FF1044'BELLEVUE JR. HIGH SCHOOL, 110 FEET NORTHEAST OF THE CENTER
 FF1044'OF THE INTERSECTION OF LAMAR AVE. AND WOODWARD ST., 80 FEET
 FF1044'NORTH OF LAMAR AVE., 75 FEET EAST OF THE SOUTHEAST CORNER
 FF1044'OF A SPUR GAS STATION, 15 FEET SOUTHEAST OF THE NORTHEAST
 FF1044'EDGE OF THE DRIVE WAY AND 1 FOOT WEST OF THE EAST EDGE OF
 FF1044'THE DRIVE WAY.  THE MARK IS A STATE HIGHWAY T STAKE CAP
 FF1044'CEMENTED IN A DRILL HOLE IN THE SPUR GAS STATION DRIVE WAY,
 FF1044'SET FLUSH WITH THE DRIVE WAY AND IS STAMPED TS-U1 1959.
 FF1044'
 FF1044'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF1044
 FF1044                          STATION RECOVERY (1995)
 FF1044
 FF1044'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3515 ***********************************************************************
 GA3515  DESIGNATION -  TS U2
 GA3515  PID         -  GA3515
 GA3515  STATE/COUNTY-  TN/JEFFERSON
 GA3515  USGS QUAD   -  WHITE PINE (1961)
 GA3515
 GA3515                         *CURRENT SURVEY CONTROL
 GA3515  ___________________________________________________________________
 GA3515* NAD 83(1995)-  36 03 24.24199(N)    083 22 11.38518(W)     ADJUSTED  
 GA3515* NAVD 88     -       391.2    (meters)    1283.     (feet)  VERTCON   
 GA3515  ___________________________________________________________________
 GA3515  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GA3515  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA3515
 GA3515  HORZ ORDER  -  SECOND
 GA3515
 GA3515.The horizontal coordinates were established by classical geodetic methods
 GA3515.and adjusted by the National Geodetic Survey in April 1999..
 GA3515
 GA3515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3515
 GA3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3515
 GA3515.The geoid height was determined by GEOID03.
 GA3515
 GA3515;                    North         East     Units Scale Factor Converg.
 GA3515;SPC TN       -   194,394.316   836,936.955   MT  0.99995593   +1 32 23.3
 GA3515;SPC TN       -   637,775.35  2,745,850.66   sFT  0.99995593   +1 32 23.3
 GA3515;UTM  17      - 3,992,840.185   286,547.159   MT  1.00016143   -1 23 43.4
 GA3515
 GA3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3515!SPC TN       -   0.99994345  x   0.99995593  =   0.99989939
 GA3515!UTM  17      -   0.99994345  x   1.00016143  =   1.00010488
 GA3515
 GA3515:                Primary Azimuth Mark                     Grid Az
 GA3515:SPC TN       -  TS V2                                    108 17 32.0
 GA3515:UTM  17      -  TS V2                                    111 13 38.7
 GA3515
 GA3515|---------------------------------------------------------------------|
 GA3515| PID    Reference Object                     Distance      Geod. Az  |
 GA3515|                                                           dddmmss.s |
 GA3515| GA3516 TS V2                               APPROX. 1.6 KM 1094955.3 |
 GA3515|---------------------------------------------------------------------|
 GA3515
 GA3515                          SUPERSEDED SURVEY CONTROL
 GA3515
 GA3515  NAD 83(1995)-  36 03 24.24733(N)    083 22 11.38861(W) AD(       ) 2
 GA3515  NAD 83(1995)-  36 03 24.24877(N)    083 22 11.38947(W) AD(       ) 2
 GA3515  NAD 83(1995)-  36 03 24.24790(N)    083 22 11.38889(W) AD(       ) 2
 GA3515  NAD 83(1986)-  36 03 24.25222(N)    083 22 11.38857(W) AD(       ) 2
 GA3515  NAD 27      -  36 03 23.92000(N)    083 22 11.78740(W) AD(       ) 2
 GA3515  NGVD 29 (07/19/86)  391.4    (m)         1284.     (f) VERT ANG       
 GA3515
 GA3515.Superseded values are not recommended for survey control.
 GA3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3515.See file dsdata.txt to determine how the superseded data were derived.
 GA3515
 GA3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8654792840(NAD 83)
 GA3515_MARKER: P = PIPE CAP
 GA3515_SETTING: 0 = UNSPECIFIED SETTING
 GA3515_STAMPING: TS U2 1961
 GA3515_MARK LOGO: CGS   
 GA3515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3515
 GA3515  HISTORY     - Date     Condition        Report By
 GA3515  HISTORY     - 1961     MONUMENTED       CGS
 GA3515
 GA3515                          STATION DESCRIPTION
 GA3515
 GA3515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3515'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DANDRIDGE AND 1-1/2
 GA3515'MILES NORTHWEST OF THE
 GA3515'NORTHERN END OF THE INTERSTATE HIGHWAY BRIDGE OVER
 GA3515'THE FRENCH BROAD RIVER .
 GA3515'
 GA3515'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70, 25W AND
 GA3515'STATE HIGHWAY 66 AT THE
 GA3515'CAUTION LIGHT IN DANDRIDGE, GO EASTERLY ON U. S.
 GA3515'HIGHWAY 70 FOR 3.9 MILES TO A
 GA3515'CROSSROAD, TURN LEFT ON SPRING CREEK
 GA3515'ROAD AND GO 0.1 MILE TO A T-JUNCTION, TURN LEFT
 GA3515'AND GO 0.7 MILE TO A
 GA3515'TEMPORARY ROAD JUST BEFORE REACHING AN OVERPASS, TURN RIGHT AND GO
 GA3515'TO THE INTERSTATE
 GA3515'HIGHWAY, THEN LEFT, NORTHERLY GOING UNDER OVERPASS AND
 GA3515'GO 0.75 MILE TO A HIGHWAY CUT ON
 GA3515'THE LEFT AND THE STATION AS
 GA3515'DESCRIBED.
 GA3515'
 GA3515'THE STATION MARK IS AN IRON STAKE, CEMENTED IN THE GROUND PROJECTING
 GA3515'3 INCHES WITH A METAL CAP
 GA3515'PINNED TO THE TOP.  THE CAP IS STAMPED TS U2 1961.
 GA3515'IT IS 6 FEET SOUTH OF THE HIGHWAY
 GA3515'CUT AND 2.6 FEET EAST OF A WITNESS
 GA3515'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2015 ***********************************************************************
 FF2015  DESIGNATION -  TS V 1
 FF2015  PID         -  FF2015
 FF2015  STATE/COUNTY-  TN/SHELBY
 FF2015  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2015
 FF2015                         *CURRENT SURVEY CONTROL
 FF2015  ___________________________________________________________________
 FF2015* NAD 83(1995)-  35 06 32.57097(N)    090 04 29.71677(W)     ADJUSTED  
 FF2015* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 FF2015  ___________________________________________________________________
 FF2015  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FF2015  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2015
 FF2015  HORZ ORDER  -  SECOND
 FF2015
 FF2015.The horizontal coordinates were established by classical geodetic methods
 FF2015.and adjusted by the National Geodetic Survey in April 1999..
 FF2015
 FF2015.The orthometric height was scaled from a topographic map.
 FF2015
 FF2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2015
 FF2015.The geoid height was determined by GEOID03.
 FF2015
 FF2015;                    North         East     Units Scale Factor Converg.
 FF2015;SPC TN       -    93,799.634   228,599.056   MT  1.00002786   -2 23 08.2
 FF2015;SPC TN       -   307,740.97    749,995.40   sFT  1.00002786   -2 23 08.2
 FF2015;SPC AR N     -    87,774.591   575,487.019   MT  0.99997010   +1 07 12.7
 FF2015;SPC AR N     -   287,973.80  1,888,076.99   sFT  0.99997010   +1 07 12.7
 FF2015;UTM  15      - 3,889,052.122   766,603.187   MT  1.00047607   +1 40 59.9
 FF2015;UTM  16      - 3,889,463.907   219,735.202   MT  1.00056817   -1 46 10.7
 FF2015
 FF2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2015!SPC TN       -   0.99999046  x   1.00002786  =   1.00001832
 FF2015!SPC AR N     -   0.99999046  x   0.99997010  =   0.99996056
 FF2015!UTM  15      -   0.99999046  x   1.00047607  =   1.00046653
 FF2015!UTM  16      -   0.99999046  x   1.00056817  =   1.00055863
 FF2015
 FF2015                          SUPERSEDED SURVEY CONTROL
 FF2015
 FF2015  NAD 83(1995)-  35 06 32.57314(N)    090 04 29.71642(W) AD(       ) 2
 FF2015  NAD 83(1995)-  35 06 32.57697(N)    090 04 29.71636(W) AD(       ) 2
 FF2015  NAD 83(1986)-  35 06 32.58121(N)    090 04 29.71809(W) AD(       ) 2
 FF2015  NAD 27      -  35 06 32.25100(N)    090 04 29.38210(W) AD(       ) 2
 FF2015
 FF2015.Superseded values are not recommended for survey control.
 FF2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2015.See file dsdata.txt to determine how the superseded data were derived.
 FF2015
 FF2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6660389052(NAD 83)
 FF2015_MARKER: Z = SEE DESCRIPTION
 FF2015_SETTING: 0 = UNSPECIFIED SETTING
 FF2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2015
 FF2015  HISTORY     - Date     Condition        Report By
 FF2015  HISTORY     - 1959     MONUMENTED       TNHD
 FF2015  HISTORY     - 19950213 MARK NOT FOUND   TN1620
 FF2015
 FF2015                          STATION DESCRIPTION
 FF2015
 FF2015'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF2015'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF THE
 FF2015'DOWNTOWN SECTION OF MEMPHIS AND 0.1 MILE SOUTH OF THE
 FF2015'INTERSECTION OF WEST OLIVE AVENUE AND RIVERSIDE BOULEVARD.
 FF2015'IT IS 15 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD CROSSING,
 FF2015'9 FEET EAST OF THE EAST CURB OF RIVERSIDE BOULEVARD, AND
 FF2015'3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SLUMBER
 FF2015'PRODUCTS CORP. BUILDING THAT IS ON THE EAST SIDE OF RIVERSIDE
 FF2015'BOULEVARD.
 FF2015'
 FF2015'THE STATION MARK IS A STATE HIGHWAY T STAKE CAP STAMPED
 FF2015'TS V1 1959 AND IS CEMENTED INTO A DRILL HOLE IN A CONCRETE
 FF2015'WALK.
 FF2015
 FF2015                          STATION RECOVERY (1995)
 FF2015
 FF2015'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3516 ***********************************************************************
 GA3516  DESIGNATION -  TS V2
 GA3516  PID         -  GA3516
 GA3516  STATE/COUNTY-  TN/JEFFERSON
 GA3516  USGS QUAD   -  WHITE PINE (1961)
 GA3516
 GA3516                         *CURRENT SURVEY CONTROL
 GA3516  ___________________________________________________________________
 GA3516* NAD 83(1995)-  36 03 07.00871(N)    083 21 12.55548(W)     ADJUSTED  
 GA3516* NAVD 88     -       355.4    (meters)    1166.     (feet)  VERTCON   
 GA3516  ___________________________________________________________________
 GA3516  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GA3516  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3516
 GA3516  HORZ ORDER  -  SECOND
 GA3516
 GA3516.The horizontal coordinates were established by classical geodetic methods
 GA3516.and adjusted by the National Geodetic Survey in April 1999..
 GA3516
 GA3516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3516
 GA3516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3516
 GA3516.The geoid height was determined by GEOID03.
 GA3516
 GA3516;                    North         East     Units Scale Factor Converg.
 GA3516;SPC TN       -   193,903.051   838,423.078   MT  0.99995561   +1 32 57.7
 GA3516;SPC TN       -   636,163.59  2,750,726.38   sFT  0.99995561   +1 32 57.7
 GA3516;UTM  17      - 3,992,273.355   288,006.472   MT  1.00015378   -1 23 08.1
 GA3516
 GA3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3516!SPC TN       -   0.99994908  x   0.99995561  =   0.99990469
 GA3516!UTM  17      -   0.99994908  x   1.00015378  =   1.00010285
 GA3516
 GA3516:                Primary Azimuth Mark                     Grid Az
 GA3516:SPC TN       -  FRENCH                                   127 04 56.2
 GA3516:UTM  17      -  FRENCH                                   130 01 02.0
 GA3516
 GA3516|---------------------------------------------------------------------|
 GA3516| PID    Reference Object                     Distance      Geod. Az  |
 GA3516|                                                           dddmmss.s |
 GA3516| GA2012 FRENCH                              APPROX. 1.4 KM 1283753.9 |
 GA3516|---------------------------------------------------------------------|
 GA3516
 GA3516                          SUPERSEDED SURVEY CONTROL
 GA3516
 GA3516  NAD 83(1995)-  36 03 07.01398(N)    083 21 12.55874(W) AD(       ) 2
 GA3516  NAD 83(1995)-  36 03 07.01530(N)    083 21 12.55940(W) AD(       ) 2
 GA3516  NAD 83(1995)-  36 03 07.01452(N)    083 21 12.55884(W) AD(       ) 2
 GA3516  NAD 83(1986)-  36 03 07.01896(N)    083 21 12.55881(W) AD(       ) 2
 GA3516  NAD 27      -  36 03 06.68500(N)    083 21 12.95970(W) AD(       ) 2
 GA3516  NGVD 29 (07/19/86)  355.6    (m)         1167.     (f) VERT ANG       
 GA3516
 GA3516.Superseded values are not recommended for survey control.
 GA3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3516.See file dsdata.txt to determine how the superseded data were derived.
 GA3516
 GA3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8800692273(NAD 83)
 GA3516_MARKER: P = PIPE CAP
 GA3516_SETTING: 0 = UNSPECIFIED SETTING
 GA3516_STAMPING: TS V2 1961
 GA3516_MARK LOGO: CGS   
 GA3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3516
 GA3516  HISTORY     - Date     Condition        Report By
 GA3516  HISTORY     - 1961     MONUMENTED       CGS
 GA3516
 GA3516                          STATION DESCRIPTION
 GA3516
 GA3516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3516'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF DANDRIDGE, 1 MILE
 GA3516'NORTHWEST OF THE NORTHERN
 GA3516'END OF THE INTERSTATE HIGHWAY BRIDGE OVER THE FRENCH
 GA3516'BROAD RIVER AND ON THE EAST
 GA3516'RIGHT-OF-WAY OF THE HIGHWAY.
 GA3516'
 GA3516'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70, 25W AND
 GA3516'STATE HIGHWAY 66 AT THE
 GA3516'CAUTION LIGHT IN DANDRIDGE, GO EASTERLY ON U S
 GA3516'HIGHWAY 70 FOR 3.9 MILES TO A
 GA3516'CROSSROAD, TURN LEFT ON SPRING CREEK
 GA3516'ROAD AND GO 0.1 MILE TO A T-JUNCTION, TURN LEFT
 GA3516'AND GO 0.7 MILE TO A
 GA3516'TEMPORARY ROAD JUST BEFORE REACHING AN OVERPASS, TURN RIGHT AND GO
 GA3516'TO THE INTERSTATE
 GA3516'HIGHWAY, THEN RIGHT, ONTO THE INTERSTATE HIGHWAY AND
 GA3516'GO SOUTHEAST FOR 0.2 MILE TO THE
 GA3516'STATION ON THE LEFT.
 GA3516'
 GA3516'THE STATION MARK IS AN IRON STAKE, CEMENTED IN THE GROUND PROJECTING
 GA3516'3 INCHES WITH A METAL CAP
 GA3516'PINNED TO THE TOP.  THE CAP IS STAMPED TS V2 1961.
 GA3516'IT IS 10 FEET NORTHEAST OF THE EDGE
 GA3516'OF HIGHWAY CUT AND 1.9 FEET WEST
 GA3516'OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1048 ***********************************************************************
 FF1048  DESIGNATION -  TS W 1
 FF1048  PID         -  FF1048
 FF1048  STATE/COUNTY-  TN/SHELBY
 FF1048  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1048
 FF1048                         *CURRENT SURVEY CONTROL
 FF1048  ___________________________________________________________________
 FF1048* NAD 83(1995)-  35 07 33.42690(N)    090 03 55.82343(W)     ADJUSTED  
 FF1048* NAVD 88     -        84.37   (+/-2cm)     276.8    (feet)  VERTCON   
 FF1048  ___________________________________________________________________
 FF1048  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FF1048  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1048
 FF1048  HORZ ORDER  -  SECOND
 FF1048  VERT ORDER  -  ? (See Below)
 FF1048
 FF1048.The horizontal coordinates were established by classical geodetic methods
 FF1048.and adjusted by the National Geodetic Survey in April 1999..
 FF1048
 FF1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1048.The vertical order pertains to the NGVD 29 superseded value.
 FF1048
 FF1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1048
 FF1048.The geoid height was determined by GEOID03.
 FF1048
 FF1048;                    North         East     Units Scale Factor Converg.
 FF1048;SPC TN       -    95,637.801   229,534.543   MT  1.00002421   -2 22 48.4
 FF1048;SPC TN       -   313,771.69    753,064.58   sFT  1.00002421   -2 22 48.4
 FF1048;SPC AR N     -    89,666.414   576,308.306   MT  0.99996772   +1 07 32.4
 FF1048;SPC AR N     -   294,180.56  1,890,771.50   sFT  0.99996772   +1 07 32.4
 FF1048;UTM  15      - 3,890,952.899   767,406.240   MT  1.00048135   +1 41 22.0
 FF1048;UTM  16      - 3,891,313.014   220,651.381   MT  1.00056185   -1 45 53.9
 FF1048
 FF1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1048!SPC TN       -   0.99999104  x   1.00002421  =   1.00001525
 FF1048!SPC AR N     -   0.99999104  x   0.99996772  =   0.99995876
 FF1048!UTM  15      -   0.99999104  x   1.00048135  =   1.00047238
 FF1048!UTM  16      -   0.99999104  x   1.00056185  =   1.00055288
 FF1048
 FF1048                          SUPERSEDED SURVEY CONTROL
 FF1048
 FF1048  NAD 83(1995)-  35 07 33.42914(N)    090 03 55.82299(W) AD(       ) 2
 FF1048  NAD 83(1995)-  35 07 33.43288(N)    090 03 55.82276(W) AD(       ) 2
 FF1048  NAD 83(1986)-  35 07 33.43716(N)    090 03 55.82467(W) AD(       ) 2
 FF1048  NAD 27      -  35 07 33.10990(N)    090 03 55.48980(W) AD(       ) 2
 FF1048  NGVD 29 (??/??/??)   84.343  (m)          276.72   (f) ADJUSTED    ?  
 FF1048
 FF1048.Superseded values are not recommended for survey control.
 FF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1048.See file dsdata.txt to determine how the superseded data were derived.
 FF1048
 FF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6740690953(NAD 83)
 FF1048_MARKER: Z = SEE DESCRIPTION
 FF1048_SETTING: 0 = UNSPECIFIED SETTING
 FF1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1048
 FF1048  HISTORY     - Date     Condition        Report By
 FF1048  HISTORY     - 1959     MONUMENTED       CGS
 FF1048  HISTORY     - 19950710 MARK NOT FOUND   TN1620
 FF1048
 FF1048                          STATION DESCRIPTION
 FF1048
 FF1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1048'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 FF1048'OF KANSAS AND VIRGINIA STREETS.  IT IS ABOUT 1.5 MILES
 FF1048'SOUTH-SOUTHWEST OF THE DOWNTOWN SECTION OF MEMPHIS, 0.5
 FF1048'MILE EAST OF THE MEMPHIS-ARKANSAS BRIDGE AND 1 BLOCK NORTH
 FF1048'OF CRUMP AVENUE.
 FF1048'
 FF1048'THE STATION MARK, A STATE HIGHWAY T STAKE CAP STAMPED TS W1 1959,
 FF1048'IS CEMENTED INTO A CONCRETE CURB.  IT IS 18 INCHES WEST
 FF1048'OF THE EAST END OF THE CURB.
 FF1048
 FF1048                          STATION RECOVERY (1995)
 FF1048
 FF1048'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2500 ***********************************************************************
 FB2500  DESIGNATION -  TS W2
 FB2500  PID         -  FB2500
 FB2500  STATE/COUNTY-  TN/COCKE
 FB2500  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2500
 FB2500                         *CURRENT SURVEY CONTROL
 FB2500  ___________________________________________________________________
 FB2500* NAD 83(1995)-  35 58 36.09225(N)    083 16 22.47020(W)     ADJUSTED  
 FB2500* NAVD 88     -       398.3    (meters)    1307.     (feet)  VERTCON   
 FB2500  ___________________________________________________________________
 FB2500  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FB2500  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FB2500
 FB2500  HORZ ORDER  -  SECOND
 FB2500
 FB2500.The horizontal coordinates were established by classical geodetic methods
 FB2500.and adjusted by the National Geodetic Survey in April 1999..
 FB2500
 FB2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2500
 FB2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2500
 FB2500.The geoid height was determined by GEOID03.
 FB2500
 FB2500;                    North         East     Units Scale Factor Converg.
 FB2500;SPC TN       -   185,755.782   845,913.211   MT  0.99995149   +1 35 47.6
 FB2500;SPC TN       -   609,433.76  2,775,300.26   sFT  0.99995149   +1 35 47.6
 FB2500;UTM  17      - 3,983,751.877   295,071.112   MT  1.00011750   -1 20 08.5
 FB2500
 FB2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2500!SPC TN       -   0.99994232  x   0.99995149  =   0.99989382
 FB2500!UTM  17      -   0.99994232  x   1.00011750  =   1.00005982
 FB2500
 FB2500:                Primary Azimuth Mark                     Grid Az
 FB2500:SPC TN       -  REED                                     319 58 33.3
 FB2500:UTM  17      -  REED                                     322 54 29.4
 FB2500
 FB2500|---------------------------------------------------------------------|
 FB2500| PID    Reference Object                     Distance      Geod. Az  |
 FB2500|                                                           dddmmss.s |
 FB2500| FB1378 REED                                APPROX. 1.1 KM 3213420.9 |
 FB2500|---------------------------------------------------------------------|
 FB2500
 FB2500                          SUPERSEDED SURVEY CONTROL
 FB2500
 FB2500  NAD 83(1995)-  35 58 36.09762(N)    083 16 22.47385(W) AD(       ) 2
 FB2500  NAD 83(1986)-  35 58 36.10241(N)    083 16 22.47317(W) AD(       ) 2
 FB2500  NAD 27      -  35 58 35.75910(N)    083 16 22.89170(W) AD(       ) 2
 FB2500  NGVD 29 (07/19/86)  398.5    (m)         1307.     (f) VERT ANG       
 FB2500
 FB2500.Superseded values are not recommended for survey control.
 FB2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2500.See file dsdata.txt to determine how the superseded data were derived.
 FB2500
 FB2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9507183752(NAD 83)
 FB2500_MARKER: P = PIPE CAP
 FB2500_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FB2500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2500
 FB2500  HISTORY     - Date     Condition        Report By
 FB2500  HISTORY     - 1961     MONUMENTED       CGS
 FB2500  HISTORY     - 1979     GOOD             NGS
 FB2500
 FB2500                          STATION DESCRIPTION
 FB2500
 FB2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2500'THE STATION IS LOCATED ABOUT 8 MILES EAST OF DANDRIDGE, 6 MILES
 FB2500'SOUTHEAST OF THE INTERSTATE HIGHWAY BRIDGE OVER THE FRENCH
 FB2500'BROAD RIVER AND 4-1/2 MILES WEST OF NEWPORT.
 FB2500'
 FB2500'TO REACH THE STATION FROM THE EAST END OF THE INTERSTATE HIGHWAY
 FB2500'BRIDGE OVER THE FRENCH BROAD RIVER WHICH IS ABOUT 4 MILES EAST
 FB2500'OF DANDRIDGE, GO SOUTHEAST ON THE INTERSTATE HIGHWAY FOR 5.65 MILES
 FB2500'TO THE STATION ON THE RIGHT ON TOP OF HIGHWAY CUT.
 FB2500'
 FB2500'THE STATION MARK IS AN IRON STAKE, CEMENTED IN THE GROUND PROJECTING
 FB2500'2 INCHES WITH A METAL CAP PINNED TO THE TOP.  THE CAP IS
 FB2500'STAMPED TS W2 1961. IT IS 30 FEET WEST OF THE HIGHWAY CUT AND 2.0
 FB2500'FEET EAST OF A WITNESS SIGN.
 FB2500
 FB2500                          STATION RECOVERY (1979)
 FB2500
 FB2500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB2500'THE MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  IT IS 4.2 FEET
 FB2500'WEST OF RIGHT-OF-WAY FENCE AND 6 INCHES SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1032 ***********************************************************************
 FF1032  DESIGNATION -  TS X 1
 FF1032  PID         -  FF1032
 FF1032  STATE/COUNTY-  TN/SHELBY
 FF1032  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1032
 FF1032                         *CURRENT SURVEY CONTROL
 FF1032  ___________________________________________________________________
 FF1032* NAD 83(1995)-  35 06 45.77936(N)    090 04 27.26802(W)     ADJUSTED  
 FF1032* NAVD 88     -        87.73   (+/-2cm)     287.8    (feet)  VERTCON   
 FF1032  ___________________________________________________________________
 FF1032  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FF1032  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1032
 FF1032  HORZ ORDER  -  SECOND
 FF1032  VERT ORDER  -  ? (See Below)
 FF1032
 FF1032.The horizontal coordinates were established by classical geodetic methods
 FF1032.and adjusted by the National Geodetic Survey in April 1999..
 FF1032
 FF1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1032.The vertical order pertains to the NGVD 29 superseded value.
 FF1032
 FF1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1032
 FF1032.The geoid height was determined by GEOID03.
 FF1032
 FF1032;                    North         East     Units Scale Factor Converg.
 FF1032;SPC TN       -    94,203.760   228,677.957   MT  1.00002706   -2 23 06.8
 FF1032;SPC TN       -   309,066.84    750,254.26   sFT  1.00002706   -2 23 06.8
 FF1032;SPC AR N     -    88,182.761   575,541.057   MT  0.99996958   +1 07 14.2
 FF1032;SPC AR N     -   289,312.94  1,888,254.28   sFT  0.99996958   +1 07 14.2
 FF1032;UTM  15      - 3,889,461.011   766,653.236   MT  1.00047640   +1 41 01.9
 FF1032;UTM  16      - 3,889,869.077   219,809.796   MT  1.00056766   -1 46 09.9
 FF1032
 FF1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1032!SPC TN       -   0.99999051  x   1.00002706  =   1.00001757
 FF1032!SPC AR N     -   0.99999051  x   0.99996958  =   0.99996009
 FF1032!UTM  15      -   0.99999051  x   1.00047640  =   1.00046691
 FF1032!UTM  16      -   0.99999051  x   1.00056766  =   1.00055817
 FF1032
 FF1032                          SUPERSEDED SURVEY CONTROL
 FF1032
 FF1032  NAD 83(1995)-  35 06 45.78152(N)    090 04 27.26766(W) AD(       ) 2
 FF1032  NAD 83(1995)-  35 06 45.78536(N)    090 04 27.26756(W) AD(       ) 2
 FF1032  NAD 83(1986)-  35 06 45.78949(N)    090 04 27.26932(W) AD(       ) 2
 FF1032  NAD 27      -  35 06 45.45970(N)    090 04 26.93380(W) AD(       ) 2
 FF1032  NGVD 29 (??/??/??)   87.698  (m)          287.72   (f) ADJUSTED    ?  
 FF1032
 FF1032.Superseded values are not recommended for survey control.
 FF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1032.See file dsdata.txt to determine how the superseded data were derived.
 FF1032
 FF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6665389461(NAD 83)
 FF1032_MARKER: Z = SEE DESCRIPTION
 FF1032_SETTING: 0 = UNSPECIFIED SETTING
 FF1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1032
 FF1032  HISTORY     - Date     Condition        Report By
 FF1032  HISTORY     - 1959     MONUMENTED       TNHD
 FF1032  HISTORY     - 19950210 MARK NOT FOUND   TN1620
 FF1032
 FF1032                          STATION DESCRIPTION
 FF1032
 FF1032'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF1032'THE STATION IS LOCATED IN THE WEST-SOUTHWEST SECTION OF
 FF1032'MEMPHIS, 50 FEET SOUTH EAST OF THE CENTER OF THE INTERSECTION
 FF1032'OF TRIGG AVE. AND RIVERSIDE DRIVE, 43 FEET SOUTH OF TRIGG
 FF1032'AVE., 33 FEET EAST OF RIVERSIDE DRIVE, 6 FEET WEST OF A
 FF1032'FENCE AND 5 FEET WEST-SOUTHWEST OF A FIRE PLUG.  THE MARK
 FF1032'IS A STATE HIGHWAY T STAKE CAP CEMENTED IN A DRILL HOLE
 FF1032'IN THE SIDE WALK, SET FLUSH WITH THE SIDE WALK AND IS STAMPED
 FF1032'TS-X1 1959.
 FF1032'
 FF1032'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF1032
 FF1032                          STATION RECOVERY (1995)
 FF1032
 FF1032'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2447 ***********************************************************************
 FB2447  DESIGNATION -  TS X2
 FB2447  PID         -  FB2447
 FB2447  STATE/COUNTY-  TN/COCKE
 FB2447  USGS QUAD   -  NEWPORT (1992)
 FB2447
 FB2447                         *CURRENT SURVEY CONTROL
 FB2447  ___________________________________________________________________
 FB2447* NAD 83(1995)-  35 58 22.43059(N)    083 14 26.91431(W)     ADJUSTED  
 FB2447* NAVD 88     -       357.6    (meters)    1173.     (feet)  VERTCON   
 FB2447  ___________________________________________________________________
 FB2447  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FB2447  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB2447
 FB2447  HORZ ORDER  -  SECOND
 FB2447
 FB2447.The horizontal coordinates were established by classical geodetic methods
 FB2447.and adjusted by the National Geodetic Survey in April 1999..
 FB2447
 FB2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2447
 FB2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2447
 FB2447.The geoid height was determined by GEOID03.
 FB2447
 FB2447;                    North         East     Units Scale Factor Converg.
 FB2447;SPC TN       -   185,416.022   848,818.806   MT  0.99995133   +1 36 55.2
 FB2447;SPC TN       -   608,319.07  2,784,833.03   sFT  0.99995133   +1 36 55.2
 FB2447;UTM  17      - 3,983,263.854   297,955.981   MT  1.00010303   -1 19 00.1
 FB2447
 FB2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2447!SPC TN       -   0.99994871  x   0.99995133  =   0.99990004
 FB2447!UTM  17      -   0.99994871  x   1.00010303  =   1.00005173
 FB2447
 FB2447:                Primary Azimuth Mark                     Grid Az
 FB2447:SPC TN       -  HALL                                     142 10 07.1
 FB2447:UTM  17      -  HALL                                     145 06 02.4
 FB2447
 FB2447|---------------------------------------------------------------------|
 FB2447| PID    Reference Object                     Distance      Geod. Az  |
 FB2447|                                                           dddmmss.s |
 FB2447| FB2442 HALL                                APPROX.14.8 KM 1434702.3 |
 FB2447|---------------------------------------------------------------------|
 FB2447
 FB2447                          SUPERSEDED SURVEY CONTROL
 FB2447
 FB2447  NAD 83(1995)-  35 58 22.43589(N)    083 14 26.91798(W) AD(       ) 2
 FB2447  NAD 83(1986)-  35 58 22.44092(N)    083 14 26.91715(W) AD(       ) 2
 FB2447  NAD 27      -  35 58 22.09630(N)    083 14 27.33890(W) AD(       ) 2
 FB2447  NGVD 29 (07/19/86)  357.8    (m)         1174.     (f) VERT ANG       
 FB2447
 FB2447.Superseded values are not recommended for survey control.
 FB2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2447.See file dsdata.txt to determine how the superseded data were derived.
 FB2447
 FB2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9795683264(NAD 83)
 FB2447_MARKER: P = PIPE CAP
 FB2447_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FB2447_SP_SET: OBJECT DRIVEN INTO GROUND
 FB2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2447
 FB2447  HISTORY     - Date     Condition        Report By
 FB2447  HISTORY     - 1961     MONUMENTED       CGS
 FB2447  HISTORY     - 1979     MARK NOT FOUND   NGS
 FB2447
 FB2447                          STATION DESCRIPTION
 FB2447
 FB2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2447'THE STATION IS ABOUT TWO MILES WEST OF NEWPORT ON THE NORTH
 FB2447'RIGHT-OF-WAY LINE OF U. S. HIGHWAY 70.
 FB2447'
 FB2447'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND CROSBY
 FB2447'ROAD IN THE WEST SECTION OF NEWPORT GO WEST ON BROADWAY (US
 FB2447'70) FOR 2.7 MILES TO THE CLOVER LEAF CAFE ON THE NORTH SIDE OF THE
 FB2447'HIGHWAY. THE STATION IS ON THE WEST END OF THE CAFE
 FB2447'GROUNDS, 150 YARDS FROM THE CAFE BUILDING. IT IS 45 FEET NORTH OF THE
 FB2447'HIGHWAY CENTER LINE AND 3.1 FEET NORTH OF A POWER LINE
 FB2447'POLE.
 FB2447'
 FB2447'THE STATION IS MARKED WITH A T-IRON STAKE DRIVEN FLUSH INTO THE
 FB2447'GROUND AND A ONE INCH ROUND CAP PINNED TO THE TOP. THE CAP
 FB2447'IS STAMPED TS X2 1961.
 FB2447'
 FB2447'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FB2447
 FB2447                          STATION RECOVERY (1979)
 FB2447
 FB2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB2447'MARK WAS NOT FOUND AND IS ASSUMED DESTROYED BY UTILITY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1031 ***********************************************************************
 FF1031  DESIGNATION -  TS Y 1
 FF1031  PID         -  FF1031
 FF1031  STATE/COUNTY-  TN/SHELBY
 FF1031  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1031
 FF1031                         *CURRENT SURVEY CONTROL
 FF1031  ___________________________________________________________________
 FF1031* NAD 83(1995)-  35 07 24.99162(N)    090 03 56.05846(W)     ADJUSTED  
 FF1031* NAVD 88     -        84.49   (+/-2cm)     277.2    (feet)  VERTCON   
 FF1031  ___________________________________________________________________
 FF1031  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FF1031  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1031
 FF1031  HORZ ORDER  -  SECOND
 FF1031  VERT ORDER  -  ? (See Below)
 FF1031
 FF1031.The horizontal coordinates were established by classical geodetic methods
 FF1031.and adjusted by the National Geodetic Survey in April 1999..
 FF1031
 FF1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1031.The vertical order pertains to the NGVD 29 superseded value.
 FF1031
 FF1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1031
 FF1031.The geoid height was determined by GEOID03.
 FF1031
 FF1031;                    North         East     Units Scale Factor Converg.
 FF1031;SPC TN       -    95,378.312   229,517.802   MT  1.00002471   -2 22 48.5
 FF1031;SPC TN       -   312,920.35    753,009.66   sFT  1.00002471   -2 22 48.5
 FF1031;SPC AR N     -    89,406.402   576,307.463   MT  0.99996804   +1 07 32.3
 FF1031;SPC AR N     -   293,327.50  1,890,768.73   sFT  0.99996804   +1 07 32.3
 FF1031;UTM  15      - 3,890,692.757   767,407.956   MT  1.00048137   +1 41 21.5
 FF1031;UTM  16      - 3,891,053.221   220,637.419   MT  1.00056194   -1 45 53.6
 FF1031
 FF1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1031!SPC TN       -   0.99999102  x   1.00002471  =   1.00001573
 FF1031!SPC AR N     -   0.99999102  x   0.99996804  =   0.99995906
 FF1031!UTM  15      -   0.99999102  x   1.00048137  =   1.00047239
 FF1031!UTM  16      -   0.99999102  x   1.00056194  =   1.00055295
 FF1031
 FF1031                          SUPERSEDED SURVEY CONTROL
 FF1031
 FF1031  NAD 83(1995)-  35 07 24.99385(N)    090 03 56.05802(W) AD(       ) 2
 FF1031  NAD 83(1995)-  35 07 24.99760(N)    090 03 56.05782(W) AD(       ) 2
 FF1031  NAD 83(1986)-  35 07 25.00194(N)    090 03 56.05962(W) AD(       ) 2
 FF1031  NAD 27      -  35 07 24.67440(N)    090 03 55.72470(W) AD(       ) 2
 FF1031  NGVD 29 (??/??/??)   84.461  (m)          277.10   (f) ADJUSTED    ?  
 FF1031
 FF1031.Superseded values are not recommended for survey control.
 FF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1031.See file dsdata.txt to determine how the superseded data were derived.
 FF1031
 FF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6740890693(NAD 83)
 FF1031_MARKER: Z = SEE DESCRIPTION
 FF1031_SETTING: 0 = UNSPECIFIED SETTING
 FF1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1031
 FF1031  HISTORY     - Date     Condition        Report By
 FF1031  HISTORY     - 1959     MONUMENTED       TNHD
 FF1031  HISTORY     - 19950712 MARK NOT FOUND   TN1620
 FF1031
 FF1031                          STATION DESCRIPTION
 FF1031
 FF1031'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 FF1031'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE DOWNTOWN
 FF1031'CENTER OF MEMPHIS, 45 FEET NORTHEAST OF THE INTERSECTION
 FF1031'OF KANSAS ST. AND WEST ILLINOIS AVE., 36 FEET WEST OF KANSAS
 FF1031'ST. AND 33 FEET NORTH OF WEST ILLINOIS AVE.  THE MARK IS
 FF1031'A STATE HIGHWAY T STAKE CAP CEMENTED IN A DRILL HOLE IN
 FF1031'THE SIDE WALK, SET FLUSH WITH THE SIDE WALK AND IS STAMPED
 FF1031'TS - Y1 1959.
 FF1031
 FF1031                          STATION RECOVERY (1995)
 FF1031
 FF1031'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1682 ***********************************************************************
 FC1682  DESIGNATION -  TS Y2
 FC1682  PID         -  FC1682
 FC1682  STATE/COUNTY-  TN/LOUDON
 FC1682  USGS QUAD   -  LENOIR CITY (1986)
 FC1682
 FC1682                         *CURRENT SURVEY CONTROL
 FC1682  ___________________________________________________________________
 FC1682* NAD 83(1995)-  35 51 19.93626(N)    084 17 09.04467(W)     ADJUSTED  
 FC1682* NAVD 88     -       339.4    (meters)    1114.     (feet)  VERTCON   
 FC1682  ___________________________________________________________________
 FC1682  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FC1682  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC1682
 FC1682  HORZ ORDER  -  SECOND
 FC1682
 FC1682.The horizontal coordinates were established by classical geodetic methods
 FC1682.and adjusted by the National Geodetic Survey in April 1999..
 FC1682
 FC1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1682
 FC1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1682
 FC1682.The geoid height was determined by GEOID03.
 FC1682
 FC1682;                    North         East     Units Scale Factor Converg.
 FC1682;SPC TN       -   170,242.931   754,819.961   MT  0.99994847   +1 00 12.7
 FC1682;SPC TN       -   558,538.68  2,476,438.49   sFT  0.99994847   +1 00 12.7
 FC1682;UTM  16      - 3,971,327.515   745,094.642   MT  1.00034028   +1 35 26.1
 FC1682
 FC1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1682!SPC TN       -   0.99995154  x   0.99994847  =   0.99990002
 FC1682!UTM  16      -   0.99995154  x   1.00034028  =   1.00029181
 FC1682
 FC1682:                Primary Azimuth Mark                     Grid Az
 FC1682:SPC TN       -  LENEX                                    309 15 01.7
 FC1682:UTM  16      -  LENEX                                    308 39 48.3
 FC1682
 FC1682|---------------------------------------------------------------------|
 FC1682| PID    Reference Object                     Distance      Geod. Az  |
 FC1682|                                                           dddmmss.s |
 FC1682| FC1683 LENEX                               APPROX. 3.0 KM 3101514.4 |
 FC1682|---------------------------------------------------------------------|
 FC1682
 FC1682                          SUPERSEDED SURVEY CONTROL
 FC1682
 FC1682  NAD 83(1995)-  35 51 19.94465(N)    084 17 09.04369(W) AD(       ) 2
 FC1682  NAD 83(1986)-  35 51 19.95044(N)    084 17 09.04183(W) AD(       ) 2
 FC1682  NAD 27      -  35 51 19.67000(N)    084 17 09.32660(W) AD(       ) 2
 FC1682  NGVD 29 (07/19/86)  339.5    (m)         1114.     (f) VERT ANG       
 FC1682
 FC1682.Superseded values are not recommended for survey control.
 FC1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1682.See file dsdata.txt to determine how the superseded data were derived.
 FC1682
 FC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4509571328(NAD 83)
 FC1682_MARKER: Z = SEE DESCRIPTION
 FC1682_SETTING: 0 = UNSPECIFIED SETTING
 FC1682_MARK LOGO: CGS   
 FC1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1682
 FC1682  HISTORY     - Date     Condition        Report By
 FC1682  HISTORY     - 1961     MONUMENTED       CGS
 FC1682
 FC1682                          STATION DESCRIPTION
 FC1682
 FC1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1682'THE STATION IS ABOUT 4 MILES NORTH OF LENOIR CITY AND 1 MILE
 FC1682'NORTHEAST OF EATON CROSSROAD ON TVA RIGHT-OF-WAY.
 FC1682'
 FC1682'TO REACH THE STATION FROM EATON CROSSROAD AND SCHOOL ABOUT 20 MILES
 FC1682'WEST OF KNOXVILLE ON U.S. HIGHWAY 70, GO NORTH ON BLACK TOP ROAD
 FC1682'FOR 1.2 MILES TO A FORK IN ROAD AT TOP OF HILL, KEEP RIGHT FORK,
 FC1682'EAST, GRAVELED ROAD FOR 0.2 MILE TO A FORK, KEEP RIGHT FORK AND
 FC1682'GO 0.5 MILE TO WHERE POWER LINE CROSSES THE ROAD AND END OF TRUCK
 FC1682'TRAVEL. PACK SOUTH UP CLEARED RIGHT-OF-WAY FOR ABOUT 0.15 MILE
 FC1682'TO THE STATION. THE STATION IS 1.8 FEET EAST OF A POWER POLE, MIDDLE
 FC1682'ONE OF THREE. IT IS 2 FEET WEST OF A METAL WITNESS POST.
 FC1682'
 FC1682'THE STATION IS MARKED WITH A T-IRON STAKE SET IN CONCRETE AND
 FC1682'PROJECTS 8 INCHES WITH A ONE INCH CAP PINNED TO THE TOP.  THE CAP IS
 FC1682'STAMPED TS Y2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1676 ***********************************************************************
 FC1676  DESIGNATION -  TS Z2 RESET
 FC1676  PID         -  FC1676
 FC1676  STATE/COUNTY-  TN/LOUDON
 FC1676  USGS QUAD   -  PHILADELPHIA (1974)
 FC1676
 FC1676                         *CURRENT SURVEY CONTROL
 FC1676  ___________________________________________________________________
 FC1676* NAD 83(1995)-  35 42 41.35802(N)    084 24 04.77457(W)     ADJUSTED  
 FC1676* NAVD 88     -       317.1    (meters)    1040.     (feet)  VERTCON   
 FC1676  ___________________________________________________________________
 FC1676  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FC1676  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC1676
 FC1676  HORZ ORDER  -  SECOND
 FC1676
 FC1676.The horizontal coordinates were established by classical geodetic methods
 FC1676.and adjusted by the National Geodetic Survey in April 1999..
 FC1676
 FC1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1676
 FC1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1676
 FC1676.The geoid height was determined by GEOID03.
 FC1676
 FC1676;                    North         East     Units Scale Factor Converg.
 FC1676;SPC TN       -   154,086.336   744,651.944   MT  0.99995068   +0 56 09.3
 FC1676;SPC TN       -   505,531.59  2,443,078.92   sFT  0.99995068   +0 56 09.3
 FC1676;UTM  16      - 3,955,062.192   735,088.300   MT  1.00028108   +1 31 03.2
 FC1676
 FC1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1676!SPC TN       -   0.99995503  x   0.99995068  =   0.99990571
 FC1676!UTM  16      -   0.99995503  x   1.00028108  =   1.00023609
 FC1676
 FC1676:                Primary Azimuth Mark                     Grid Az
 FC1676:SPC TN       -  DRY                                      009 43 28.1
 FC1676:UTM  16      -  DRY                                      009 08 34.2
 FC1676
 FC1676|---------------------------------------------------------------------|
 FC1676| PID    Reference Object                     Distance      Geod. Az  |
 FC1676|                                                           dddmmss.s |
 FC1676| FC0283 DRY                                 APPROX. 2.2 KM 0103937.4 |
 FC1676| CZ4623 TS Z2 RM 1                           13.862 METERS 04805     |
 FC1676| CZ4624 TS Z2 RM 2                           14.085 METERS 22805     |
 FC1676| CZ4622 TS Z2 AZ MK                                        3281414.4 |
 FC1676|---------------------------------------------------------------------|
 FC1676
 FC1676                          SUPERSEDED SURVEY CONTROL
 FC1676
 FC1676  NAD 83(1995)-  35 42 41.36459(N)    084 24 04.77417(W) AD(       ) 2
 FC1676  NAD 83(1986)-  35 42 41.36978(N)    084 24 04.77250(W) AD(       ) 2
 FC1676  NAD 27      -  35 42 41.10090(N)    084 24 05.03270(W) AD(       ) 2
 FC1676  NGVD 29 (07/19/86)  317.2    (m)         1041.     (f) VERT ANG       
 FC1676
 FC1676.Superseded values are not recommended for survey control.
 FC1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1676.See file dsdata.txt to determine how the superseded data were derived.
 FC1676
 FC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3508855062(NAD 83)
 FC1676_MARKER: DS = TRIANGULATION STATION DISK
 FC1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1676
 FC1676  HISTORY     - Date     Condition        Report By
 FC1676  HISTORY     - 1969     MONUMENTED       CGS
 FC1676
 FC1676                          STATION DESCRIPTION
 FC1676
 FC1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC1676'THIS MARK, A METAL T STAKE SET IN CONCRETE WITH SMALL METAL CAP
 FC1676'ATTACHED TO THE TOP OF THE STAKE, WAS RECOVERED AND FOUND IN
 FC1676'EXCELLENT CONDITION.  A CHECK ANGLE AT THIS STATION BETWEEN TRAVERSE
 FC1676'STATIONS JAMES 1961 AND DRY 1961 COULD NOT BE OBSERVED AS THE LINE
 FC1676'TO JAMES 1961 IS NOW OBSTRUCTED BY TREES, AND PERMISSION TO CLEAR
 FC1676'THE LINE WAS DENIED.  A DOUBLE TELLUROMETER MEASUREMENT WAS MADE
 FC1676'BETWEEN THIS STATION AND TRAVERSE STATION DRY 1961 AS A CHECK
 FC1676'ON THE PREVIOUS COMPUTED LENGTH OF THE LINE.  THE DISTANCE
 FC1676'MEASURED THIS DATE CHECKED THE 1961 COMPUTED LENGTH 1 PART IN 37,000
 FC1676'+.  WITH THIS CHECK AS A BASIS THAT THE T STAKE STILL HELD ITS
 FC1676'ORIGINAL POSITION, THE EXISTING POINT WAS HELD ON A FIRM PLUMBING
 FC1676'BENCH AND THE ORIGINAL MARK REMOVED.  A STANDARD MONUMENTED
 FC1676'STATION, COMPLETE WITH UNDERGROUND MARK WAS THEN ESTABLISHED IN
 FC1676'THE EXACT ORIGINAL POSITION AND DESIGNATED TS Z2 1961 1969,
 FC1676'AND TWO REFERENCE MARKS AND AN AZIMUTH MARK ESTABLISHED.
 FC1676'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES
 FC1676'OBSERVED UPON THE NEWLY ESTABLISHED MARKS USING TRAVERSE
 FC1676'STATION DRY 1961 AS THE INITIAL.  THIS WORK WAS DONE BECAUSE
 FC1676'TRAVERSE STATION DRY 1961 WILL EVENTUALLY BE DESTROYED
 FC1676'BY CONSTRUCTION OF A LARGE INTERCHANGE ALONG
 FC1676'INTERSTATE ROUTE 75, AND AS THERE IS NO POSSIBLE PLACE TO MOVE THE
 FC1676'STATION EXCEPT ON THE SAME HILL AS WAS OCCUPIED BY TS Z2 1961, THE
 FC1676'ORIGINAL TEMPORARY POINT HAS NOW BEEN MADE PERMANENT AND WILL SERVE
 FC1676'FOR CONTROL IN THE AREA WHEN TRAVERSE STATION DRY 1961 IS
 FC1676'EVENTUALLY DESTROYED.
 FC1676'
 FC1676'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1676'
 FC1676'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF LOUDON AND
 FC1676'ABOUT 3 MILES NORTH OF PHILADELPHIA, NEAR THE SUMMIT OF A HIGH
 FC1676'NORTHEAST-SOUTHWEST RIDGE, IN OPEN PASTURE LAND OWNED BY MR.
 FC1676'WESLEY ELKINS.
 FC1676'
 FC1676'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE LOUDON COUNTY
 FC1676'COURTHOUSE SQUARE IN LOUDON, GO SOUTHWESTERLY ON U. S. HIGHWAY 11
 FC1676'AND STATE ROUTE 72 FOR 0.35 OF A MILE TO WHERE STATE ROUTE 72 BEARS
 FC1676'SHARP RIGHT.  HERE CONTINUE SOUTHWESTERLY ON U. S. HIGHWAY 11 FOR
 FC1676'1.25 MILES TO ROBERSON SPRINGS ROAD (COUNTY ROAD 2551) ON THE RIGHT.
 FC1676'HERE TURN RIGHT AND GO WESTERLY ON OILED COUNTY ROAD 2551 FOR 0.2
 FC1676'OF A MILE TO A PAVED CROSSROAD, CONTINUE WESTERLY ON COUNTY ROAD 2551
 FC1676'FOR 1.25 MILES TO A GRAVELED T ROAD RIGHT, CONTINUE
 FC1676'WEST-SOUTHWESTERLY ON COUNTY ROAD 2551, CROSSING OVER A SMALL
 FC1676'CONCRETE BRIDGE, FOR 0.35 OF A MILE TO A GRAVELED T ROAD ON THE
 FC1676'RIGHT.  HERE CONTINUE ON WINDING COUNTY ROAD 2551 SOUTHWESTERLY
 FC1676'AND WEST FOR 0.65 OF A MILE TO WHERE THE OILED SURFACE ENDS AND
 FC1676'GRAVELED SURFACE BEGINS, CONTINUE WESTERLY ON COUNTY ROAD 2551 FOR
 FC1676'0.25 OF A MILE TO A FORK WHERE GRAVELED ROAD BEARS LEFT AND COUNTY
 FC1676'ROAD 2551 BEARS RIGHT.* HERE KEEP THE LEFT FORK AND CONTINUE
 FC1676'SOUTHWESTERLY ON GRAVELED ROAD FOR 0.3 OF A MILE TO A POINT WHERE
 FC1676'THE GRAVELED ROAD CURVES SHARP LEFT.  HERE LEAVE THE GRAVELED ROAD
 FC1676'AND GO WESTERLY AND SOUTHWESTERLY ALONG THE SOUTHEAST SIDE OF A
 FC1676'WIRE FENCE FOR 0.3 OF A MILE TO THE STATION AS DESCRIBED.
 FC1676'
 FC1676'THE STATION IS NEAR THE SOUTHWEST END OF THE NORTHEAST-SOUTHWEST
 FC1676'RIDGE, 71 FEET NORTHEAST OF A T FENCE CORNER POST AND 1.3 FEET
 FC1676'NORTHWEST OF A METAL WITNESS POST AND SIGN IN THE
 FC1676'NORTHEAST-SOUTHWEST FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF
 FC1676'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 FC1676'DISK IS STAMPED TS Z2 1961 1969.
 FC1676'
 FC1676'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHWEST SLOPE OF THE RIDGE,
 FC1676'117 FEET NORTHEAST OF THE T FENCE CORNER POST, ABOUT 2 FEET ABOVE
 FC1676'THE ELEVATION OF THE STATION, AND 1.1 FEET NORTHWEST OF A METAL
 FC1676'WITNESS POST AND SIGN IN THE NORTHEAST-SOUTHWEST FENCE.  IT IS A
 FC1676'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC1676'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED TS Z2 1961 NO 1
 FC1676'1969.
 FC1676'
 FC1676'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHWEST SLOPE OF THE RIDGE,
 FC1676'25 FEET NORTHEAST OF THE T FENCE CORNER POST, ABOUT 5 FEET BELOW THE
 FC1676'ELEVATION OF THE STATION, AND 1.4 FEET NORTHWEST OF A METAL WITNESS
 FC1676'POST AND SIGN IN THE NORTHEAST-SOUTHWEST FENCE.  IT IS A STANDARD
 FC1676'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FC1676'PROJECTS 1 INCH AND THE DISK IS STAMPED TS Z2 1961 NO 2 1969.
 FC1676'
 FC1676'DUE TO THE REFERENCE MARKS BEING IN A DIRECT LINE ACROSS THE STATION
 FC1676'MARK, NO MEASUREMENT BETWEEN THE REFERENCE MARKS WAS MADE.
 FC1676'
 FC1676'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE NORTH-NORTHWEST OF THE
 FC1676'STATION IN A VALLEY, 49 FEET SOUTHEAST OF A 10-INCH POPLAR TREE IN
 FC1676'THE TRIANGLE FORMED BY A GRAVELED ROAD AND DRIVEWAYS, 19 FEET SOUTH
 FC1676'OF THE APPROXIMATE CENTER OF COUNTY ROAD 2551 (GRAVELED), 9.5 FEET
 FC1676'EAST-SOUTHEAST OF AN 18-INCH HACKBERRY TREE, 3.5 FEET WEST OF
 FC1676'A FENCE CORNER POST, 2.1 FEET NORTH OF A METAL WITNESS POST AND SIGN
 FC1676'IN A FENCE, AND 1.5 FEET NORTHWEST OF THE FENCE.  IT IS A
 FC1676'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC1676'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED TS Z2 1969.
 FC1676'
 FC1676'* TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE GRAVELED ROAD
 FC1676'BEARS LEFT AND COUNTY ROAD 2551 BEARS RIGHT IN THE STATION TO-REACH
 FC1676'BEAR RIGHT ON COUNTY ROAD 2551 AND GO WESTERLY FOR 0.75 OF A MILE
 FC1676'TO WHERE COUNTY ROAD 2551 TURNS SHARP RIGHT, A GRAVELED DRIVEWAY
 FC1676'CONTINUES STRAIGHT AHEAD, AND THE AZIMUTH MARK ON THE LEFT AS
 FC1676'DESCRIBED.
 FC1676'
 FC1676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH
 FC1676'OF PHILADELPHIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1507 ***********************************************************************
 GC1507  DESIGNATION -  TSD 2
 GC1507  PID         -  GC1507
 GC1507  STATE/COUNTY-  TN/DAVIDSON
 GC1507  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1507
 GC1507                         *CURRENT SURVEY CONTROL
 GC1507  ___________________________________________________________________
 GC1507* NAD 83(1986)-  36 04 49.     (N)    087 00 18.     (W)     SCALED    
 GC1507* NAVD 88     -       245.929  (meters)     806.85   (feet)  ADJUSTED  
 GC1507  ___________________________________________________________________
 GC1507  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1507  DYNAMIC HT  -         245.716 (meters)     806.15  (feet)  COMP
 GC1507  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 GC1507
 GC1507  VERT ORDER  -  SECOND    CLASS 0
 GC1507
 GC1507.The horizontal coordinates were scaled from a topographic map and have
 GC1507.an estimated accuracy of +/- 6 seconds.
 GC1507
 GC1507.The orthometric height was determined by differential leveling
 GC1507.and adjusted by the National Geodetic Survey in June 1991..
 GC1507
 GC1507.The geoid height was determined by GEOID03.
 GC1507
 GC1507.The dynamic height is computed by dividing the NAVD 88
 GC1507.geopotential number by the normal gravity value computed on the
 GC1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1507.degrees latitude (g = 980.6199 gals.).
 GC1507
 GC1507.The modeled gravity was interpolated from observed gravity values.
 GC1507
 GC1507;                    North         East    Units  Estimated Accuracy
 GC1507;SPC TN       -   194,290.      509,480.      MT  (+/- 180 meters Scaled)
 GC1507
 GC1507                          SUPERSEDED SURVEY CONTROL
 GC1507
 GC1507  NGVD 29 (??/??/92)  245.951  (m)          806.92   (f) ADJ UNCH    2 0
 GC1507
 GC1507.Superseded values are not recommended for survey control.
 GC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1507.See file dsdata.txt to determine how the superseded data were derived.
 GC1507
 GC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995928(NAD 83)
 GC1507_MARKER: B = BOLT
 GC1507_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC1507_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC1507_STAMPING: TS-D2 1959
 GC1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1507
 GC1507  HISTORY     - Date     Condition        Report By
 GC1507  HISTORY     - 1959     MONUMENTED       CGS
 GC1507
 GC1507                          STATION DESCRIPTION
 GC1507
 GC1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1507'8.1 MI E FROM KINGSTON SPRINGS.
 GC1507'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1507'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1507'ROAD, THENCE 4.5 MILES EAST ON THE INTERSTATE HIGHWAY, THENCE 0.5
 GC1507'MILES SOUTHEAST ON A PAVED ROAD, THENCE 1.3 MILES NORTH AND EAST
 GC1507'ON A PAVED ROAD, THENCE ABOUT 0.15 MILE SOUTH UP THE SIDE OF A
 GC1507'STEEP HILL, THE MARK IS A BOLT SET IN THE TOP OF A GALVANIZED
 GC1507'PIPE PROJECTING 5 INCHES, AND IS LOCATED AT THE CREST OF THE
 GC1507'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2570 ***********************************************************************
 GA2570  DESIGNATION -  TT 1 DL
 GA2570  PID         -  GA2570
 GA2570  STATE/COUNTY-  TN/KNOX
 GA2570  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2570
 GA2570                         *CURRENT SURVEY CONTROL
 GA2570  ___________________________________________________________________
 GA2570* NAD 83(1986)-  36 07 20.     (N)    083 54 54.     (W)     SCALED    
 GA2570* NAVD 88     -       356.948  (meters)    1171.09   (feet)  ADJUSTED  
 GA2570  ___________________________________________________________________
 GA2570  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2570  DYNAMIC HT  -         356.618 (meters)    1170.00  (feet)  COMP
 GA2570  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 GA2570
 GA2570  VERT ORDER  -  SECOND    CLASS 0
 GA2570
 GA2570.The horizontal coordinates were scaled from a topographic map and have
 GA2570.an estimated accuracy of +/- 6 seconds.
 GA2570
 GA2570.The orthometric height was determined by differential leveling
 GA2570.and adjusted by the National Geodetic Survey in June 1991..
 GA2570
 GA2570.The geoid height was determined by GEOID03.
 GA2570
 GA2570.The dynamic height is computed by dividing the NAVD 88
 GA2570.geopotential number by the normal gravity value computed on the
 GA2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2570.degrees latitude (g = 980.6199 gals.).
 GA2570
 GA2570.The modeled gravity was interpolated from observed gravity values.
 GA2570
 GA2570;                    North         East    Units  Estimated Accuracy
 GA2570;SPC TN       -   200,480.      787,680.      MT  (+/- 180 meters Scaled)
 GA2570
 GA2570                          SUPERSEDED SURVEY CONTROL
 GA2570
 GA2570  NGVD 29 (??/??/92)  357.047  (m)         1171.41   (f) ADJ UNCH    2 0
 GA2570
 GA2570.Superseded values are not recommended for survey control.
 GA2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2570.See file dsdata.txt to determine how the superseded data were derived.
 GA2570
 GA2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA376014(NAD 83)
 GA2570_MARKER: DD = SURVEY DISK
 GA2570_SETTING: 66 = SET IN ROCK OUTCROP
 GA2570_SP_SET: SET IN ROCK OUTCROP
 GA2570_STAMPING: TT 1DL 1935
 GA2570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2570+STABILITY: POSITION/ELEVATION WELL
 GA2570
 GA2570  HISTORY     - Date     Condition        Report By
 GA2570  HISTORY     - 1935     MONUMENTED       USGS
 GA2570  HISTORY     - 1964     GOOD             TNHD
 GA2570
 GA2570                          STATION DESCRIPTION
 GA2570
 GA2570'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2570'3 MI NE FROM HALLS CROSSROADS.
 GA2570'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTHEAST ON STATE
 GA2570'ROUTE 33 FOR 2.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 196
 GA2570'FEET WEST OF THE NORTHWEST CORNER OF UNION BAPTIST CHURCH, 35
 GA2570'FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 30 FEET
 GA2570'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33.  THE MARK IS
 GA2570'A U.S.G.S. BENCH MARK DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GA2570'THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2421 ***********************************************************************
 GB2421  DESIGNATION -  TT 1 E
 GB2421  PID         -  GB2421
 GB2421  STATE/COUNTY-  TN/PUTNAM
 GB2421  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2421
 GB2421                         *CURRENT SURVEY CONTROL
 GB2421  ___________________________________________________________________
 GB2421* NAD 83(1995)-  36 14 05.76604(N)    085 30 36.15472(W)     ADJUSTED  
 GB2421* NAVD 88     -       341.24   (+/-2cm)    1119.6    (feet)  VERTCON   
 GB2421  ___________________________________________________________________
 GB2421  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GB2421  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2421
 GB2421  HORZ ORDER  -  SECOND
 GB2421  VERT ORDER  -  THIRD ? (See Below)
 GB2421
 GB2421.The horizontal coordinates were established by classical geodetic methods
 GB2421.and adjusted by the National Geodetic Survey in April 1999..
 GB2421
 GB2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2421.The vertical order pertains to the NGVD 29 superseded value.
 GB2421
 GB2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2421
 GB2421.The geoid height was determined by GEOID03.
 GB2421
 GB2421;                    North         East     Units Scale Factor Converg.
 GB2421;SPC TN       -   211,093.349   644,043.550   MT  0.99997281   +0 17 12.6
 GB2421;SPC TN       -   692,562.10  2,112,999.55   sFT  0.99997281   +0 17 12.6
 GB2421;UTM  16      - 4,011,035.869   633,891.444   MT  0.99982088   +0 52 51.0
 GB2421
 GB2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2421!SPC TN       -   0.99995112  x   0.99997281  =   0.99992393
 GB2421!UTM  16      -   0.99995112  x   0.99982088  =   0.99977200
 GB2421
 GB2421                          SUPERSEDED SURVEY CONTROL
 GB2421
 GB2421  NAD 83(1995)-  36 14 05.76880(N)    085 30 36.15688(W) AD(       ) 2
 GB2421  NAD 83(1995)-  36 14 05.77151(N)    085 30 36.15788(W) AD(       ) 2
 GB2421  NAD 83(1986)-  36 14 05.77823(N)    085 30 36.15704(W) AD(       ) 2
 GB2421  NAD 27      -  36 14 05.56500(N)    085 30 36.24600(W) AD(       ) 2
 GB2421  NGVD 29 (07/19/86)  341.32   (m)         1119.8    (f) LEVELING    3  
 GB2421
 GB2421.Superseded values are not recommended for survey control.
 GB2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2421.See file dsdata.txt to determine how the superseded data were derived.
 GB2421
 GB2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3389111036(NAD 83)
 GB2421_MARKER: DB = BENCH MARK DISK
 GB2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2421_STAMPING: TTIE 1930
 GB2421_MARK LOGO: USGS  
 GB2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2421+STABILITY: SURFACE MOTION
 GB2421
 GB2421  HISTORY     - Date     Condition        Report By
 GB2421  HISTORY     - 1930     MONUMENTED       USGS
 GB2421
 GB2421                          STATION DESCRIPTION
 GB2421
 GB2421'DESCRIBED BY US GEOLOGICAL SURVEY 1930 (LWS)
 GB2421'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BAXTER AND 5 MILES
 GB2421'NORTH OF COOKEVILLE JUST EAST OF THE RIGHT OF WAY TO STATE
 GB2421'HIGHWAY 135. IT IS 42 FEET NORTHEAST OF CENTER OF HIGHWAY 135 AND 16
 GB2421'FEET NORTH OF THE CENTER OF A DIRT ROAD. THE MARK IS A 4X4 INCHES
 GB2421'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A
 GB2421'STANDARD USGS BM DISK STAMPED TTIE 1930.
 GB2421'
 GB2421'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FORKS. THE
 GB2421'DISTANCE WAS 32.751 METERS, 107.45 FEET.
 GB2421'
 GB2421'TO REACH STATION FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO
 GB2421'ALONG THE NORTH SIDE OF COURTHOUSE FOR 0.1 MILE TO WHERE STATE
 GB2421'HIGHWAY 135 GOES NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 135 FOR
 GB2421'5.3 MILES TO THE STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1103 ***********************************************************************
 FC1103  DESIGNATION -  TT 1 EG
 FC1103  PID         -  FC1103
 FC1103  STATE/COUNTY-  TN/HAMILTON
 FC1103  USGS QUAD   -  DAISY (1976)
 FC1103
 FC1103                         *CURRENT SURVEY CONTROL
 FC1103  ___________________________________________________________________
 FC1103* NAD 83(1986)-  35 08 37.     (N)    085 14 03.     (W)     SCALED    
 FC1103* NAVD 88     -       204.718  (meters)     671.65   (feet)  ADJUSTED  
 FC1103  ___________________________________________________________________
 FC1103  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1103  DYNAMIC HT  -         204.516 (meters)     670.98  (feet)  COMP
 FC1103  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 FC1103
 FC1103  VERT ORDER  -  FIRST     CLASS II
 FC1103
 FC1103.The horizontal coordinates were scaled from a topographic map and have
 FC1103.an estimated accuracy of +/- 6 seconds.
 FC1103
 FC1103.The orthometric height was determined by differential leveling
 FC1103.and adjusted by the National Geodetic Survey in June 1991..
 FC1103
 FC1103.The geoid height was determined by GEOID03.
 FC1103
 FC1103.The dynamic height is computed by dividing the NAVD 88
 FC1103.geopotential number by the normal gravity value computed on the
 FC1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1103.degrees latitude (g = 980.6199 gals.).
 FC1103
 FC1103.The modeled gravity was interpolated from observed gravity values.
 FC1103
 FC1103;                    North         East    Units  Estimated Accuracy
 FC1103;SPC TN       -    90,170.      669,790.      MT  (+/- 180 meters Scaled)
 FC1103
 FC1103                          SUPERSEDED SURVEY CONTROL
 FC1103
 FC1103  NGVD 29 (??/??/92)  204.762  (m)          671.79   (f) ADJ UNCH    1 2
 FC1103
 FC1103.Superseded values are not recommended for survey control.
 FC1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1103.See file dsdata.txt to determine how the superseded data were derived.
 FC1103
 FC1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD608903(NAD 83)
 FC1103_MARKER: DD = SURVEY DISK
 FC1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1103_STAMPING: TT 1 EG 1934
 FC1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1103+STABILITY: SURFACE MOTION
 FC1103
 FC1103  HISTORY     - Date     Condition        Report By
 FC1103  HISTORY     - 1934     MONUMENTED       USGS
 FC1103  HISTORY     - 1950     GOOD             NGS
 FC1103  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1103
 FC1103                          STATION DESCRIPTION
 FC1103
 FC1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1103'AT HIXON.
 FC1103'AT HIXON, ALONG THE SOUTHERN RAILWAY, 117.8 FEET NORTH-NORTHEAST
 FC1103'AND ACROSS A ROAD FROM THE NORTHEAST CORNER OF THE STATION,
 FC1103'56 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD CROSSING,
 FC1103'74 FEET SOUTHEAST OF SEMAPHORE NO. 328.6, 62 FEET WEST-NORTHWEST
 FC1103'AND ACROSS THE BLACK TOP ROAD FROM THE NORTHWEST CORNER OF THE
 FC1103'POST OFFICE AT HIXON, 45 FEET EAST OF THE EAST RAIL, 23 1/2 FEET
 FC1103'NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 2 FEET SOUTHEAST
 FC1103'OF A T.V.A. STEEL WITNESS POST, ABOUT 6 1/2 FEET BELOW THE TRACK
 FC1103'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FC1103
 FC1103                          STATION RECOVERY (1998)
 FC1103
 FC1103'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1341 ***********************************************************************
 FB1341  DESIGNATION -  TT 1 G
 FB1341  PID         -  FB1341
 FB1341  STATE/COUNTY-  TN/COCKE
 FB1341  USGS QUAD   -  HARTFORD (1968)
 FB1341
 FB1341                         *CURRENT SURVEY CONTROL
 FB1341  ___________________________________________________________________
 FB1341* NAD 83(1986)-  35 48 59.     (N)    083 14 51.     (W)     SCALED    
 FB1341* NAVD 88     -       411.72   (+/-2cm)    1350.8    (feet)  VERTCON   
 FB1341  ___________________________________________________________________
 FB1341  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB1341
 FB1341  VERT ORDER  -  ? (See Below)
 FB1341
 FB1341.The horizontal coordinates were scaled from a topographic map and have
 FB1341.an estimated accuracy of +/- 6 seconds.
 FB1341
 FB1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1341.The vertical order pertains to the NGVD 29 superseded value.
 FB1341
 FB1341.The geoid height was determined by GEOID03.
 FB1341
 FB1341;                    North         East    Units  Estimated Accuracy
 FB1341;SPC TN       -   168,040.      848,700.      MT  (+/- 180 meters Scaled)
 FB1341
 FB1341                          SUPERSEDED SURVEY CONTROL
 FB1341
 FB1341  NGVD 29 (??/??/92)  411.862  (m)         1351.25   (f) ADJ UNCH    ?  
 FB1341
 FB1341.Superseded values are not recommended for survey control.
 FB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1341.See file dsdata.txt to determine how the superseded data were derived.
 FB1341
 FB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV969659(NAD 83)
 FB1341_MARKER: DD = SURVEY DISK
 FB1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1341_STAMPING: TT 1 G 1934
 FB1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1341+STABILITY: SURFACE MOTION
 FB1341
 FB1341  HISTORY     - Date     Condition        Report By
 FB1341  HISTORY     - 1934     MONUMENTED       USGS
 FB1341  HISTORY     - 1938     GOOD             TVA
 FB1341
 FB1341                          STATION DESCRIPTION
 FB1341
 FB1341'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1341'AT COSBY.
 FB1341'AT COSBY, COCKE COUNTY, ON STATE HIGHWAY 32, 500 FEET SOUTHWEST
 FB1341'OF THE POST OFFICE, AT LARGES CHURCH, 24.3 FEET NORTHEAST OF
 FB1341'THE NORTHEAST CORNER OF THE CHURCH, 33.1 FEET NORTHWEST OF
 FB1341'THE CENTERLINE OF THE HIGHWAY, 6.1 FEET NORTH OF A CONCRETE
 FB1341'RIGHT-OF-WAY MARKER, AND JUST NORTH OF A WIRE FENCE.  A UNITED
 FB1341'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 1 G 1934
 FB1341'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1203 ***********************************************************************
 FD1203  DESIGNATION -  TT 1 HA
 FD1203  PID         -  FD1203
 FD1203  STATE/COUNTY-  TN/PERRY
 FD1203  USGS QUAD   -  LINDEN (1968)
 FD1203
 FD1203                         *CURRENT SURVEY CONTROL
 FD1203  ___________________________________________________________________
 FD1203* NAD 83(1986)-  35 36 02.     (N)    087 50 29.     (W)     SCALED    
 FD1203* NAVD 88     -       148.285  (meters)     486.50   (feet)  ADJUSTED  
 FD1203  ___________________________________________________________________
 FD1203  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1203  DYNAMIC HT  -         148.151 (meters)     486.06  (feet)  COMP
 FD1203  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 FD1203
 FD1203  VERT ORDER  -  FIRST     CLASS II
 FD1203
 FD1203.The horizontal coordinates were scaled from a topographic map and have
 FD1203.an estimated accuracy of +/- 6 seconds.
 FD1203
 FD1203.The orthometric height was determined by differential leveling
 FD1203.and adjusted by the National Geodetic Survey in June 1991..
 FD1203
 FD1203.The geoid height was determined by GEOID03.
 FD1203
 FD1203.The dynamic height is computed by dividing the NAVD 88
 FD1203.geopotential number by the normal gravity value computed on the
 FD1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1203.degrees latitude (g = 980.6199 gals.).
 FD1203
 FD1203.The modeled gravity was interpolated from observed gravity values.
 FD1203
 FD1203;                    North         East    Units  Estimated Accuracy
 FD1203;SPC TN       -   142,170.      433,160.      MT  (+/- 180 meters Scaled)
 FD1203
 FD1203                          SUPERSEDED SURVEY CONTROL
 FD1203
 FD1203  NGVD 29 (??/??/92)  148.282  (m)          486.49   (f) ADJ UNCH    1 2
 FD1203
 FD1203.Superseded values are not recommended for survey control.
 FD1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1203.See file dsdata.txt to determine how the superseded data were derived.
 FD1203
 FD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE237399(NAD 83)
 FD1203_MARKER: DD = SURVEY DISK
 FD1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1203_STAMPING: TT 1 HA 1935
 FD1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1203+STABILITY: SURFACE MOTION
 FD1203
 FD1203  HISTORY     - Date     Condition        Report By
 FD1203  HISTORY     - 1935     MONUMENTED       USGS
 FD1203  HISTORY     - 1949     GOOD             NGS
 FD1203  HISTORY     - 1974     MARK NOT FOUND   TVA
 FD1203
 FD1203                          STATION DESCRIPTION
 FD1203
 FD1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1203'1.2 MI S FROM LINDEN.
 FD1203'ABOUT 1.25 MILES SOUTH ALONG STATE HIGHWAYS 13 AND 20 FROM THE
 FD1203'COURT HOUSE AT LINDEN, ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF
 FD1203'THE BRIDGE OVER BUFFALO RIVER, AT THE JUNCTION OF HIGHWAY 20 AND
 FD1203'13 LEADING SOUTH, 30 FEET WEST OF THE CENTER LINE OF HIGHWAY 13
 FD1203'LEADING SOUTH, 1 FOOT EAST OF A FENCE LINE, 21 FEET NORTH OF THE
 FD1203'CENTER LINE OF A DRIVE TO A FIELD, ABOUT 13 FEET NORTH OF THE
 FD1203'PROLONGED CENTER LINE OF HIGHWAY 20 LEADING EAST, 39 FEET
 FD1203'SOUTH-SOUTHEAST OF A 10-INCH CEDAR TREE, 1 1/2 FEET WEST OF A WHITE
 FD1203'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY 13 AND SET IN THE
 FD1203'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FD1203
 FD1203                          STATION RECOVERY (1974)
 FD1203
 FD1203'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0148 ***********************************************************************
 FC0148  DESIGNATION -  TT 1 WO
 FC0148  PID         -  FC0148
 FC0148  STATE/COUNTY-  TN/ROANE
 FC0148  USGS QUAD   -  CAVE CREEK (1989)
 FC0148
 FC0148                         *CURRENT SURVEY CONTROL
 FC0148  ___________________________________________________________________
 FC0148* NAD 83(1986)-  35 51 26.     (N)    084 28 56.     (W)     SCALED    
 FC0148* NAVD 88     -       249.907  (meters)     819.90   (feet)  ADJUSTED  
 FC0148  ___________________________________________________________________
 FC0148  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0148  DYNAMIC HT  -         249.675 (meters)     819.14  (feet)  COMP
 FC0148  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FC0148
 FC0148  VERT ORDER  -  SECOND    CLASS 0
 FC0148
 FC0148.The horizontal coordinates were scaled from a topographic map and have
 FC0148.an estimated accuracy of +/- 6 seconds.
 FC0148
 FC0148.The orthometric height was determined by differential leveling
 FC0148.and adjusted by the National Geodetic Survey in June 1991..
 FC0148
 FC0148.The geoid height was determined by GEOID03.
 FC0148
 FC0148.The dynamic height is computed by dividing the NAVD 88
 FC0148.geopotential number by the normal gravity value computed on the
 FC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0148.degrees latitude (g = 980.6199 gals.).
 FC0148
 FC0148.The modeled gravity was interpolated from observed gravity values.
 FC0148
 FC0148;                    North         East    Units  Estimated Accuracy
 FC0148;SPC TN       -   170,140.      737,080.      MT  (+/- 180 meters Scaled)
 FC0148
 FC0148                          SUPERSEDED SURVEY CONTROL
 FC0148
 FC0148  NGVD 29 (??/??/92)  250.017  (m)          820.26   (f) ADJ UNCH    2 0
 FC0148
 FC0148.Superseded values are not recommended for survey control.
 FC0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0148.See file dsdata.txt to determine how the superseded data were derived.
 FC0148
 FC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE273710(NAD 83)
 FC0148_MARKER: DD = SURVEY DISK
 FC0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0148_STAMPING: TT 1 WO 1935
 FC0148_MARK LOGO: USGS  
 FC0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0148+STABILITY: SURFACE MOTION
 FC0148
 FC0148  HISTORY     - Date     Condition        Report By
 FC0148  HISTORY     - 1935     MONUMENTED       USGS
 FC0148  HISTORY     - 1936     GOOD             TVA
 FC0148
 FC0148                          STATION DESCRIPTION
 FC0148
 FC0148'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0148'3.4 MI E FROM KINGSTON.
 FC0148'3.4 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0148'AT KINGSTON, ROANE COUNTY, 2.5 MILES EAST OF A STORE NEAR
 FC0148'ROSE-BAILEY LAKE, AT THE GENERAL STORE, 2 FEET NORTH OF THE
 FC0148'NORTHWEST CORNER, AND 13 YARDS SOUTH OF THE CENTERLINE OF THE
 FC0148'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC0148'STAMPED TT 1 WO 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2505 ***********************************************************************
 FE2505  DESIGNATION -  TT 10 CWH
 FE2505  PID         -  FE2505
 FE2505  STATE/COUNTY-  TN/FAYETTE
 FE2505  USGS QUAD   -  MACON (1983)
 FE2505
 FE2505                         *CURRENT SURVEY CONTROL
 FE2505  ___________________________________________________________________
 FE2505* NAD 83(1995)-  35 14 19.67770(N)    089 22 51.52334(W)     ADJUSTED  
 FE2505* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 FE2505  ___________________________________________________________________
 FE2505  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE2505  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2505
 FE2505  HORZ ORDER  -  SECOND
 FE2505
 FE2505.The horizontal coordinates were established by classical geodetic methods
 FE2505.and adjusted by the National Geodetic Survey in April 1999..
 FE2505
 FE2505.The orthometric height was scaled from a topographic map.
 FE2505
 FE2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2505
 FE2505.The geoid height was determined by GEOID03.
 FE2505
 FE2505;                    North         East     Units Scale Factor Converg.
 FE2505;SPC TN       -   105,777.083   292,316.596   MT  1.00000200   -1 58 45.7
 FE2505;SPC TN       -   347,036.98    959,042.03   sFT  1.00000200   -1 58 45.7
 FE2505;UTM  16      - 3,902,123.809   283,343.839   MT  1.00017852   -1 22 27.6
 FE2505
 FE2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2505!SPC TN       -   0.99998299  x   1.00000200  =   0.99998499
 FE2505!UTM  16      -   0.99998299  x   1.00017852  =   1.00016150
 FE2505
 FE2505                          SUPERSEDED SURVEY CONTROL
 FE2505
 FE2505  NAD 83(1995)-  35 14 19.68159(N)    089 22 51.52437(W) AD(       ) 2
 FE2505  NAD 83(1995)-  35 14 19.68247(N)    089 22 51.52405(W) AD(       ) 2
 FE2505  NAD 83(1986)-  35 14 19.68965(N)    089 22 51.52377(W) AD(       ) 2
 FE2505  NAD 27      -  35 14 19.38150(N)    089 22 51.26300(W) AD(       ) 2
 FE2505
 FE2505.Superseded values are not recommended for survey control.
 FE2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2505.See file dsdata.txt to determine how the superseded data were derived.
 FE2505
 FE2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8334402124(NAD 83)
 FE2505_MARKER: DB = BENCH MARK DISK
 FE2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2505+STABILITY: SURFACE MOTION
 FE2505
 FE2505  HISTORY     - Date     Condition        Report By
 FE2505  HISTORY     - 1958     MONUMENTED       USGS
 FE2505
 FE2505                          STATION DESCRIPTION
 FE2505
 FE2505'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2505'THE STATION IS ABOUT 2 MILES WEST OF SOMERVILLE, 8 MILES EAST OF
 FE2505'OAKLAND, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 FE2505'64 AND A GRAVELED ROAD NORTH, IT IS 30 FEET NORTH OF THE CENTERLINE
 FE2505'OF HIGHWAY 64, 24 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2505'ROAD, AND 3 FEET WEST OF A FENCE CORNER, THE MARK IS A STANDARD U.S.
 FE2505'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 10 CWH 1951, SET IN AN
 FE2505'8X8 INCH CONCRETE MONUMENT PROJECTION 3 INCHES.
 FE2505'
 FE2505'A TRAVERSE CONNECTION WAS MADE FROM TRIAGULATION STATION SOMERVILLE,
 FE2505'THE DISTANCE IS 35.3132 METERS, 115.857 FEET WEST OF STATION
 FE2505'SOMERVILLE.
 FE2505'
 FE2505'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE AND
 FE2505'THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 76 IN
 FE2505'SOMERVILLE, GO WEST ON U.S. HIGHWAY 64 FOR 1.8 MILES TO THE STATION
 FE2505'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2545 ***********************************************************************
 GC2545  DESIGNATION -  TT 10 D
 GC2545  PID         -  GC2545
 GC2545  STATE/COUNTY-  TN/DICKSON
 GC2545  USGS QUAD   -  WHITE BLUFF (1983)
 GC2545
 GC2545                         *CURRENT SURVEY CONTROL
 GC2545  ___________________________________________________________________
 GC2545* NAD 83(1995)-  36 02 19.37794(N)    087 14 56.39761(W)     ADJUSTED  
 GC2545* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 GC2545  ___________________________________________________________________
 GC2545  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GC2545  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC2545
 GC2545  HORZ ORDER  -  SECOND
 GC2545
 GC2545.The horizontal coordinates were established by classical geodetic methods
 GC2545.and adjusted by the National Geodetic Survey in April 1999..
 GC2545
 GC2545.The orthometric height was scaled from a topographic map.
 GC2545
 GC2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2545
 GC2545.The geoid height was determined by GEOID03.
 GC2545
 GC2545;                    North         East     Units Scale Factor Converg.
 GC2545;SPC TN       -   189,929.361   487,448.832   MT  0.99995476   -0 43 52.4
 GC2545;SPC TN       -   623,126.58  1,599,238.38   sFT  0.99995476   -0 43 52.4
 GC2545;UTM  16      - 3,988,271.324   477,569.234   MT  0.99960620   -0 08 47.4
 GC2545
 GC2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2545!SPC TN       -   0.99996763  x   0.99995476  =   0.99992239
 GC2545!UTM  16      -   0.99996763  x   0.99960620  =   0.99957384
 GC2545
 GC2545                          SUPERSEDED SURVEY CONTROL
 GC2545
 GC2545  NAD 83(1995)-  36 02 19.37973(N)    087 14 56.40080(W) AD(       ) 2
 GC2545  NAD 83(1995)-  36 02 19.38042(N)    087 14 56.40081(W) AD(       ) 2
 GC2545  NAD 83(1986)-  36 02 19.38837(N)    087 14 56.40072(W) AD(       ) 2
 GC2545  NAD 27      -  36 02 19.16600(N)    087 14 56.36700(W) AD(       ) 2
 GC2545
 GC2545.Superseded values are not recommended for survey control.
 GC2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2545.See file dsdata.txt to determine how the superseded data were derived.
 GC2545
 GC2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7756988271(NAD 83)
 GC2545_MARKER: DD = SURVEY DISK
 GC2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2545_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2545_MARK LOGO: USGS  
 GC2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2545+STABILITY: SURFACE MOTION
 GC2545
 GC2545  HISTORY     - Date     Condition        Report By
 GC2545  HISTORY     - 1953     MONUMENTED       CGS
 GC2545
 GC2545                          STATION DESCRIPTION
 GC2545
 GC2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GC2545'SEE STATION EAST SIDE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1362 ***********************************************************************
 FB1362  DESIGNATION -  TT 10 DL
 FB1362  PID         -  FB1362
 FB1362  STATE/COUNTY-  TN/COCKE
 FB1362  USGS QUAD   -  NEWPORT (1992)
 FB1362
 FB1362                         *CURRENT SURVEY CONTROL
 FB1362  ___________________________________________________________________
 FB1362* NAD 83(1986)-  35 59 14.     (N)    083 08 32.     (W)     SCALED    
 FB1362* NAVD 88     -       346.04   (+/-2cm)    1135.3    (feet)  VERTCON   
 FB1362  ___________________________________________________________________
 FB1362  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FB1362
 FB1362  VERT ORDER  -  ? (See Below)
 FB1362
 FB1362.The horizontal coordinates were scaled from a topographic map and have
 FB1362.an estimated accuracy of +/- 6 seconds.
 FB1362
 FB1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1362.The vertical order pertains to the NGVD 29 superseded value.
 FB1362
 FB1362.The geoid height was determined by GEOID03.
 FB1362
 FB1362;                    North         East    Units  Estimated Accuracy
 FB1362;SPC TN       -   187,260.      857,660.      MT  (+/- 180 meters Scaled)
 FB1362
 FB1362                          SUPERSEDED SURVEY CONTROL
 FB1362
 FB1362  NGVD 29 (??/??/92)  346.187  (m)         1135.78   (f) ADJ UNCH    ?  
 FB1362
 FB1362.Superseded values are not recommended for survey control.
 FB1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1362.See file dsdata.txt to determine how the superseded data were derived.
 FB1362
 FB1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV068846(NAD 83)
 FB1362_MARKER: DD = SURVEY DISK
 FB1362_SETTING: 66 = SET IN ROCK OUTCROP
 FB1362_SP_SET: ROCK OUTCROP
 FB1362_STAMPING: TT 10 DL 1934
 FB1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1362+STABILITY: POSITION/ELEVATION WELL
 FB1362
 FB1362  HISTORY     - Date     Condition        Report By
 FB1362  HISTORY     - 1934     MONUMENTED       USGS
 FB1362  HISTORY     - 1937     GOOD             TVA
 FB1362
 FB1362                          STATION DESCRIPTION
 FB1362
 FB1362'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FB1362'3.2 MI NE FROM NEWPORT.
 FB1362'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 FB1362'COUNTY, 3.0 MILES SOUTHWEST OF PARROTTSVILLE, 1.2 MILES NORTHEAST
 FB1362'OF THE HIGHWAY BRIDGE OVER FRENCH BROAD RIVER, 0.1 MILE WEST OF
 FB1362'BRYANTS GENERAL STORE, 206 FEET NORTH AND 20 FEET WEST OF THE
 FB1362'JUNCTION OF A T-ROAD LEADING NORTHWEST, AND IN THE TOP OF A ROCK
 FB1362'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB1362'STAMPED TT 10 DL 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1813 ***********************************************************************
 FB1813  DESIGNATION -  TT 10 G
 FB1813  PID         -  FB1813
 FB1813  STATE/COUNTY-  TN/JEFFERSON
 FB1813  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1813
 FB1813                         *CURRENT SURVEY CONTROL
 FB1813  ___________________________________________________________________
 FB1813* NAD 83(1986)-  35 58 15.     (N)    083 30 18.     (W)     SCALED    
 FB1813* NAVD 88     -       306.76   (+/-2cm)    1006.4    (feet)  VERTCON   
 FB1813  ___________________________________________________________________
 FB1813  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FB1813
 FB1813  VERT ORDER  -  ? (See Below)
 FB1813
 FB1813.The horizontal coordinates were scaled from a topographic map and have
 FB1813.an estimated accuracy of +/- 6 seconds.
 FB1813
 FB1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1813.The vertical order pertains to the NGVD 29 superseded value.
 FB1813
 FB1813.The geoid height was determined by GEOID03.
 FB1813
 FB1813;                    North         East    Units  Estimated Accuracy
 FB1813;SPC TN       -   184,550.      825,010.      MT  (+/- 180 meters Scaled)
 FB1813
 FB1813                          SUPERSEDED SURVEY CONTROL
 FB1813
 FB1813  NGVD 29 (??/??/92)  306.924  (m)         1006.97   (f) ADJ UNCH    ?  
 FB1813
 FB1813.Superseded values are not recommended for survey control.
 FB1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1813.See file dsdata.txt to determine how the superseded data were derived.
 FB1813
 FB1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV741836(NAD 83)
 FB1813_MARKER: DD = SURVEY DISK
 FB1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1813_STAMPING: TT 10 G 1934
 FB1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1813+STABILITY: SURFACE MOTION
 FB1813
 FB1813  HISTORY     - Date     Condition        Report By
 FB1813  HISTORY     - 1934     MONUMENTED       USGS
 FB1813  HISTORY     - 1938     GOOD             TVA
 FB1813
 FB1813                          STATION DESCRIPTION
 FB1813
 FB1813'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1813'1.4 MI W FROM SHADY GROVE.
 FB1813'1.4 MILES WEST ALONG THE DANDRIDGE-HENRY CROSSROAD COUNTY ROAD
 FB1813'FROM SHADY GROVE, AT THE JUNCTION OF THE ROAD LEADING NORTH
 FB1813'TO DEEP SPRINGS, 700 FEET WEST OF THE FOX FARMHOUSE, ON THE
 FB1813'LEONARD MOORE PROPERTY, 57 FEET NORTHWEST OF A POWER-TRANSMISSION
 FB1813'LINE POLE, 41 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD,
 FB1813'39 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD, AND 2 INCHES
 FB1813'INSIDE THE WIRE FENCE ON THE ROUNDED CORNER.  A UNITED STATES
 FB1813'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 10 G 1934 AND SET
 FB1813'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2001 ***********************************************************************
 GA2001  DESIGNATION -  TT 10 H
 GA2001  PID         -  GA2001
 GA2001  STATE/COUNTY-  TN/JEFFERSON
 GA2001  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2001
 GA2001                         *CURRENT SURVEY CONTROL
 GA2001  ___________________________________________________________________
 GA2001* NAD 83(1986)-  36 00 55.     (N)    083 24 56.     (W)     SCALED    
 GA2001* NAVD 88     -       304.48   (+/-2cm)     998.9    (feet)  VERTCON   
 GA2001  ___________________________________________________________________
 GA2001  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2001
 GA2001  VERT ORDER  -  ? (See Below)
 GA2001
 GA2001.The horizontal coordinates were scaled from a topographic map and have
 GA2001.an estimated accuracy of +/- 6 seconds.
 GA2001
 GA2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2001.The vertical order pertains to the NGVD 29 superseded value.
 GA2001
 GA2001.The geoid height was determined by GEOID03.
 GA2001
 GA2001;                    North         East    Units  Estimated Accuracy
 GA2001;SPC TN       -   189,690.      832,940.      MT  (+/- 180 meters Scaled)
 GA2001
 GA2001                          SUPERSEDED SURVEY CONTROL
 GA2001
 GA2001  NGVD 29 (??/??/92)  304.652  (m)          999.51   (f) ADJ UNCH    ?  
 GA2001
 GA2001.Superseded values are not recommended for survey control.
 GA2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2001.See file dsdata.txt to determine how the superseded data were derived.
 GA2001
 GA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV823883(NAD 83)
 GA2001_MARKER: DD = SURVEY DISK
 GA2001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2001_SP_SET: BUILDING
 GA2001_STAMPING: TT 10 H 1934
 GA2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2001
 GA2001  HISTORY     - Date     Condition        Report By
 GA2001  HISTORY     - 1934     MONUMENTED       USGS
 GA2001  HISTORY     - 1937     GOOD             TVA
 GA2001
 GA2001                          STATION DESCRIPTION
 GA2001
 GA2001'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA2001'AT DANDRIDGE.
 GA2001'AT DANDRIDGE, AT THE INTERSECTION OF MAIN STREET AND JEFFERSON CITY
 GA2001'STREET, 90 FEET WEST OF THE CENTERLINE OF JEFFERSON CITY STREET,
 GA2001'18 FEET NORTH OF THE CENTERLINE OF MAIN STREET, AT THE COUNTY
 GA2001'COURTHOUSE, IN THE TOP OF THE SECOND STEP AT THE ENTRANCE, AND
 GA2001'NEAR THE WEST END OF THE STEP.  A UNITED STATES GEOLOGICAL SURVEY
 GA2001'STANDARD DISK, STAMPED TT 10 H 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0856 ***********************************************************************
 GA0856  DESIGNATION -  TT 10 R
 GA0856  PID         -  GA0856
 GA0856  STATE/COUNTY-  TN/GREENE
 GA0856  USGS QUAD   -  MC CLOUD (1961)
 GA0856
 GA0856                         *CURRENT SURVEY CONTROL
 GA0856  ___________________________________________________________________
 GA0856* NAD 83(1986)-  36 18 09.     (N)    082 52 48.     (W)     SCALED    
 GA0856* NAVD 88     -       362.370  (meters)    1188.88   (feet)  ADJUSTED  
 GA0856  ___________________________________________________________________
 GA0856  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0856  DYNAMIC HT  -         362.035 (meters)    1187.78  (feet)  COMP
 GA0856  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA0856
 GA0856  VERT ORDER  -  SECOND    CLASS 0
 GA0856
 GA0856.The horizontal coordinates were scaled from a topographic map and have
 GA0856.an estimated accuracy of +/- 6 seconds.
 GA0856
 GA0856.The orthometric height was determined by differential leveling
 GA0856.and adjusted by the National Geodetic Survey in June 1991..
 GA0856
 GA0856.The geoid height was determined by GEOID03.
 GA0856
 GA0856.The dynamic height is computed by dividing the NAVD 88
 GA0856.geopotential number by the normal gravity value computed on the
 GA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0856.degrees latitude (g = 980.6199 gals.).
 GA0856
 GA0856.The modeled gravity was interpolated from observed gravity values.
 GA0856
 GA0856;                    North         East    Units  Estimated Accuracy
 GA0856;SPC TN       -   222,950.      880,180.      MT  (+/- 180 meters Scaled)
 GA0856
 GA0856                          SUPERSEDED SURVEY CONTROL
 GA0856
 GA0856  NGVD 29 (??/??/92)  362.521  (m)         1189.37   (f) ADJ UNCH    2 0
 GA0856
 GA0856.Superseded values are not recommended for survey control.
 GA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0856.See file dsdata.txt to determine how the superseded data were derived.
 GA0856
 GA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA312191(NAD 83)
 GA0856_MARKER: DD = SURVEY DISK
 GA0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0856_STAMPING: TT 10 R 1934
 GA0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0856+STABILITY: SURFACE MOTION
 GA0856
 GA0856  HISTORY     - Date     Condition        Report By
 GA0856  HISTORY     - 1934     MONUMENTED       USGS
 GA0856  HISTORY     - 1972     GOOD             NGS
 GA0856  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA0856
 GA0856                          STATION DESCRIPTION
 GA0856
 GA0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0856'3.4 MI SW FROM BAILEYTON.
 GA0856'TO REACH THE MARK FROM THE JUNCTION OF SECONDARY ROAD 2492 AND
 GA0856'SECONDARY ROAD 2371 IN THE COMMUNITY OF BAILEYTON, GO SOUTHWESTERLY
 GA0856'ON SECONDARY ROAD 2371 FOR 3.4 MILES TO THE OLD ABANDONED WOODLAWN
 GA0856'SCHOOL AND AN OILED T ROAD LEFT, AND THE MARK IN THE SOUTHEAST
 GA0856'ANGLE AS DESCRIBED.  IT IS 192 FEET WEST-NORTHWEST OF THE SOUTHWEST
 GA0856'CORNER OF THE OLD SCHOOL BUILDING, 92 FEET NORTHEAST OF THE
 GA0856'APPROXIMATE CENTER OF THE INTERSECTION OF THE OILED T ROAD SOUTH
 GA0856'AND SECONDARY ROAD 2371, 33 FEET WEST OF AN 18-INCH WHITE OAK
 GA0856'TREE, 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF SECONDARY
 GA0856'ROAD 2371, AND 1.7 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GA0856'SIGN.  IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 GA0856'6-INCH, SQUARE, CONCRETE POST THAT PROJECTS 8 INCHES AND THE DISK
 GA0856'IS STAMPED TT 10 R 1934.
 GA0856
 GA0856                          STATION RECOVERY (1980)
 GA0856
 GA0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0515 ***********************************************************************
 GB0515  DESIGNATION -  TT 109 E
 GB0515  PID         -  GB0515
 GB0515  STATE/COUNTY-  TN/ANDERSON
 GB0515  USGS QUAD   -  WINDROCK (1975)
 GB0515
 GB0515                         *CURRENT SURVEY CONTROL
 GB0515  ___________________________________________________________________
 GB0515* NAD 83(1986)-  36 02 53.     (N)    084 18 50.     (W)     SCALED    
 GB0515* NAVD 88     -       243.059  (meters)     797.44   (feet)  ADJUSTED  
 GB0515  ___________________________________________________________________
 GB0515  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0515  DYNAMIC HT  -         242.837 (meters)     796.71  (feet)  COMP
 GB0515  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 GB0515
 GB0515  VERT ORDER  -  FIRST     CLASS I
 GB0515
 GB0515.The horizontal coordinates were scaled from a topographic map and have
 GB0515.an estimated accuracy of +/- 6 seconds.
 GB0515
 GB0515.The orthometric height was determined by differential leveling
 GB0515.and adjusted by the National Geodetic Survey in June 1991..
 GB0515
 GB0515.The geoid height was determined by GEOID03.
 GB0515
 GB0515.The dynamic height is computed by dividing the NAVD 88
 GB0515.geopotential number by the normal gravity value computed on the
 GB0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0515.degrees latitude (g = 980.6199 gals.).
 GB0515
 GB0515.The modeled gravity was interpolated from observed gravity values.
 GB0515
 GB0515;                    North         East    Units  Estimated Accuracy
 GB0515;SPC TN       -   191,560.      751,920.      MT  (+/- 180 meters Scaled)
 GB0515
 GB0515                          SUPERSEDED SURVEY CONTROL
 GB0515
 GB0515  NGVD 29 (??/??/92)  243.187  (m)          797.86   (f) ADJ UNCH    1 1
 GB0515
 GB0515.Superseded values are not recommended for survey control.
 GB0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0515.See file dsdata.txt to determine how the superseded data were derived.
 GB0515
 GB0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE419926(NAD 83)
 GB0515_MARKER: DD = SURVEY DISK
 GB0515_SETTING: 66 = SET IN ROCK OUTCROP
 GB0515_SP_SET: ROCK LEDGE
 GB0515_STAMPING: TT 109 E 1930
 GB0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0515+STABILITY: POSITION/ELEVATION WELL
 GB0515
 GB0515  HISTORY     - Date     Condition        Report By
 GB0515  HISTORY     - 1930     MONUMENTED       USGS
 GB0515  HISTORY     - 1967     GOOD             NGS
 GB0515
 GB0515                          STATION DESCRIPTION
 GB0515
 GB0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0515'1.9 MI E FROM OLIVER SPRINGS.
 GB0515'ABOUT 1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0515'STATION AT OLIVER SPRINGS, THENCE ABOUT 0.1 MILE NORTH ALONG
 GB0515'THE NORTH BANK OF POPLAR CREEK, ABOUT 87 YARDS NORTHWEST OF A
 GB0515'BLACK TOP ROAD JUNCTION, 49 FEET EAST AND ACROSS THE ROAD FROM
 GB0515'THE NORTH CORNER OF THE EAST ABUTMENT OF AN OLD ABANDONED
 GB0515'BRIDGE OVER POPLAR CREEK, SET IN THE TOP OF A SLOPING ROCK
 GB0515'LEDGE AT THE BASE OF A ROCK CUT THAT IS ABOUT 25 YARDS LONG AND
 GB0515'15 FEET HIGH, 13 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 GB0515'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2395 ***********************************************************************
 GA2395  DESIGNATION -  TT 11 G
 GA2395  PID         -  GA2395
 GA2395  STATE/COUNTY-  TN/JEFFERSON
 GA2395  USGS QUAD   -  NEW MARKET (1987)
 GA2395
 GA2395                         *CURRENT SURVEY CONTROL
 GA2395  ___________________________________________________________________
 GA2395* NAD 83(1986)-  36 00 14.     (N)    083 31 33.     (W)     SCALED    
 GA2395* NAVD 88     -       310.583  (meters)    1018.97   (feet)  ADJUSTED  
 GA2395  ___________________________________________________________________
 GA2395  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2395  DYNAMIC HT  -         310.295 (meters)    1018.03  (feet)  COMP
 GA2395  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 GA2395
 GA2395  VERT ORDER  -  SECOND    CLASS 0
 GA2395
 GA2395.The horizontal coordinates were scaled from a topographic map and have
 GA2395.an estimated accuracy of +/- 6 seconds.
 GA2395
 GA2395.The orthometric height was determined by differential leveling
 GA2395.and adjusted by the National Geodetic Survey in June 1991..
 GA2395
 GA2395.The geoid height was determined by GEOID03.
 GA2395
 GA2395.The dynamic height is computed by dividing the NAVD 88
 GA2395.geopotential number by the normal gravity value computed on the
 GA2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2395.degrees latitude (g = 980.6199 gals.).
 GA2395
 GA2395.The modeled gravity was interpolated from observed gravity values.
 GA2395
 GA2395;                    North         East    Units  Estimated Accuracy
 GA2395;SPC TN       -   188,170.      823,040.      MT  (+/- 180 meters Scaled)
 GA2395
 GA2395                          SUPERSEDED SURVEY CONTROL
 GA2395
 GA2395  NGVD 29 (??/??/92)  310.757  (m)         1019.54   (f) ADJ UNCH    2 0
 GA2395
 GA2395.Superseded values are not recommended for survey control.
 GA2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2395.See file dsdata.txt to determine how the superseded data were derived.
 GA2395
 GA2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV723873(NAD 83)
 GA2395_MARKER: DD = SURVEY DISK
 GA2395_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA2395_SP_SET: UNSPECIFIED ROCK
 GA2395_STAMPING: TT 11 G 1934
 GA2395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2395
 GA2395  HISTORY     - Date     Condition        Report By
 GA2395  HISTORY     - 1934     MONUMENTED       TVA
 GA2395  HISTORY     - 1936     GOOD             TVA
 GA2395  HISTORY     - 1961     MARK NOT FOUND   NGS
 GA2395
 GA2395                          STATION DESCRIPTION
 GA2395
 GA2395'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2395'1.8 MI S FROM PIEDMONT.
 GA2395'1.8 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2395'COUNTY, 1.2 MILES NORTHWEST OF DEEP SPRINGS, AT THE JUNCTION OF
 GA2395'A ROAD LEADING EAST, 35 FEET EAST OF THE ROAD FORK, AND IN THE
 GA2395'TOP OF A LARGE ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA2395'DISK, STAMPED TT 11 G 1934.
 GA2395
 GA2395                          STATION RECOVERY (1961)
 GA2395
 GA2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1634 ***********************************************************************
 GD1634  DESIGNATION -  TT 11 RJH
 GD1634  PID         -  GD1634
 GD1634  STATE/COUNTY-  TN/DYER
 GD1634  USGS QUAD   -  TATUMVILLE (1981)
 GD1634
 GD1634                         *CURRENT SURVEY CONTROL
 GD1634  ___________________________________________________________________
 GD1634* NAD 83(1995)-  36 07 11.06620(N)    089 10 57.99287(W)     ADJUSTED  
 GD1634* NAVD 88     -       106.40   (+/-2cm)     349.1    (feet)  VERTCON   
 GD1634  ___________________________________________________________________
 GD1634  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GD1634  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1634
 GD1634  HORZ ORDER  -  SECOND
 GD1634  VERT ORDER  -  THIRD ? (See Below)
 GD1634
 GD1634.The horizontal coordinates were established by classical geodetic methods
 GD1634.and adjusted by the National Geodetic Survey in April 1999..
 GD1634
 GD1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1634.The vertical order pertains to the NGVD 29 superseded value.
 GD1634
 GD1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1634
 GD1634.The geoid height was determined by GEOID03.
 GD1634
 GD1634;                    North         East     Units Scale Factor Converg.
 GD1634;SPC TN       -   202,859.944   313,525.379   MT  0.99996079   -1 51 48.0
 GD1634;SPC TN       -   665,549.67  1,028,624.51   sFT  0.99996079   -1 51 48.0
 GD1634;UTM  16      - 3,999,435.975   303,554.810   MT  1.00007552   -1 17 13.6
 GD1634
 GD1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1634!SPC TN       -   0.99998773  x   0.99996079  =   0.99994852
 GD1634!UTM  16      -   0.99998773  x   1.00007552  =   1.00006325
 GD1634
 GD1634                          SUPERSEDED SURVEY CONTROL
 GD1634
 GD1634  NAD 83(1995)-  36 07 11.06958(N)    089 10 57.99385(W) AD(       ) 2
 GD1634  NAD 83(1995)-  36 07 11.07014(N)    089 10 57.99355(W) AD(       ) 2
 GD1634  NAD 83(1986)-  36 07 11.07775(N)    089 10 57.99271(W) AD(       ) 2
 GD1634  NAD 27      -  36 07 10.83030(N)    089 10 57.75040(W) AD(       ) 2
 GD1634  NGVD 29 (07/19/86)  106.38   (m)          349.0    (f) LEVELING    3  
 GD1634
 GD1634.Superseded values are not recommended for survey control.
 GD1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1634.See file dsdata.txt to determine how the superseded data were derived.
 GD1634
 GD1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0355599436(NAD 83)
 GD1634_MARKER: DB = BENCH MARK DISK
 GD1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1634+STABILITY: SURFACE MOTION
 GD1634
 GD1634  HISTORY     - Date     Condition        Report By
 GD1634  HISTORY     - 1956     MONUMENTED       USGS
 GD1634  HISTORY     - 1959     GOOD             USGS
 GD1634  HISTORY     - 1967     GOOD             CGS
 GD1634
 GD1634                          STATION DESCRIPTION
 GD1634
 GD1634'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GD1634'TT 11 USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 GD1634'IN THE TOP OF AN 8 X 8 INCH SQUARE CONCRETE POST SET FLUSH WITH THE
 GD1634'GROUND STAMPED TT 11 RJH 1956.  IT IS 33 FEET NORTHWEST OF A 24
 GD1634'INCH TREE, 33 FEET SOUTHEAST OF THE 30 INCH PECAN TREE AND 3 FEET
 GD1634'WEST OF THE SOUTHWEST CORNER OF THE CHURCH HOUSE.
 GD1634
 GD1634                          STATION RECOVERY (1967)
 GD1634
 GD1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1634'THIS MARK WAS RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION OF
 GD1634'TRIANGULATION STATION FOR STATION CHURCHTON 1959.  CONDITION
 GD1634'OF MARK IS GOOD.
 GD1634'
 GD1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GD1634'NORTHWEST OF YORKVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1333 ***********************************************************************
 FB1333  DESIGNATION -  TT 11 T
 FB1333  PID         -  FB1333
 FB1333  STATE/COUNTY-  TN/COCKE
 FB1333  USGS QUAD   -  HARTFORD (1968)
 FB1333
 FB1333                         *CURRENT SURVEY CONTROL
 FB1333  ___________________________________________________________________
 FB1333* NAD 83(1986)-  35 48 38.     (N)    083 10 32.     (W)     SCALED    
 FB1333* NAVD 88     -       375.00   (+/-2cm)    1230.3    (feet)  VERTCON   
 FB1333  ___________________________________________________________________
 FB1333  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FB1333
 FB1333  VERT ORDER  -  ? (See Below)
 FB1333
 FB1333.The horizontal coordinates were scaled from a topographic map and have
 FB1333.an estimated accuracy of +/- 6 seconds.
 FB1333
 FB1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1333.The vertical order pertains to the NGVD 29 superseded value.
 FB1333
 FB1333.The geoid height was determined by GEOID03.
 FB1333
 FB1333;                    North         East    Units  Estimated Accuracy
 FB1333;SPC TN       -   167,580.      855,220.      MT  (+/- 180 meters Scaled)
 FB1333
 FB1333                          SUPERSEDED SURVEY CONTROL
 FB1333
 FB1333  NGVD 29 (??/??/92)  375.142  (m)         1230.78   (f) ADJ UNCH    ?  
 FB1333
 FB1333.Superseded values are not recommended for survey control.
 FB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1333.See file dsdata.txt to determine how the superseded data were derived.
 FB1333
 FB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV034651(NAD 83)
 FB1333_MARKER: DD = SURVEY DISK
 FB1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1333_STAMPING: TT 11 T 1928
 FB1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1333+STABILITY: SURFACE MOTION
 FB1333
 FB1333  HISTORY     - Date     Condition        Report By
 FB1333  HISTORY     - 1928     MONUMENTED       USGS
 FB1333  HISTORY     - 1938     GOOD             TVA
 FB1333
 FB1333                          STATION DESCRIPTION
 FB1333
 FB1333'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1333'2.3 MI W FROM HARTFORD.
 FB1333'2.3 MILES WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE COUNTY,
 FB1333'0.2 MILE WEST OF THE SOUTH END OF THE BRIDGE OVER PIGEON RIVER,
 FB1333'0.2 MILE NORTH OF BLUFFTON, AT THE JUNCTION OF A ROAD LEADING
 FB1333'SOUTHWEST ALONG GROUNDHOG CREEK, ON THE PROPERTY OF JIM DORCEY,
 FB1333'IN THE NORTHWEST CORNER OF THE DORCEY FRONT YARD, AND 6 FEET
 FB1333'EAST AND 16.5 FEET SOUTH OF THE EAST END OF THE TRIANGLE FORMED
 FB1333'AT THE ROAD JUNCTION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1333'DISK, STAMPED TT 11 T 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1002 ***********************************************************************
 FZ1002  DESIGNATION -  TT 110
 FZ1002  PID         -  FZ1002
 FZ1002  STATE/COUNTY-  TN/JOHNSON
 FZ1002  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1002
 FZ1002                         *CURRENT SURVEY CONTROL
 FZ1002  ___________________________________________________________________
 FZ1002* NAD 83(1986)-  36 28 59.     (N)    081 48 25.     (W)     SCALED    
 FZ1002* NAVD 88     -       738.319  (meters)    2422.30   (feet)  ADJUSTED  
 FZ1002  ___________________________________________________________________
 FZ1002  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1002  DYNAMIC HT  -         737.584 (meters)    2419.89  (feet)  COMP
 FZ1002  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 FZ1002
 FZ1002  VERT ORDER  -  SECOND    CLASS 0
 FZ1002
 FZ1002.The horizontal coordinates were scaled from a topographic map and have
 FZ1002.an estimated accuracy of +/- 6 seconds.
 FZ1002
 FZ1002.The orthometric height was determined by differential leveling
 FZ1002.and adjusted by the National Geodetic Survey in June 1991..
 FZ1002
 FZ1002.The geoid height was determined by GEOID03.
 FZ1002
 FZ1002.The dynamic height is computed by dividing the NAVD 88
 FZ1002.geopotential number by the normal gravity value computed on the
 FZ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1002.degrees latitude (g = 980.6199 gals.).
 FZ1002
 FZ1002.The modeled gravity was interpolated from observed gravity values.
 FZ1002
 FZ1002;                    North         East    Units  Estimated Accuracy
 FZ1002;SPC TN       -   246,560.      975,630.      MT  (+/- 180 meters Scaled)
 FZ1002
 FZ1002                          SUPERSEDED SURVEY CONTROL
 FZ1002
 FZ1002  NGVD 29 (??/??/92)  738.377  (m)         2422.49   (f) ADJ UNCH    2 0
 FZ1002
 FZ1002.Superseded values are not recommended for survey control.
 FZ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1002.See file dsdata.txt to determine how the superseded data were derived.
 FZ1002
 FZ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA277378(NAD 83)
 FZ1002_MARKER: DB = BENCH MARK DISK
 FZ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1002_STAMPING: T 110 1935
 FZ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1002+STABILITY: SURFACE MOTION
 FZ1002
 FZ1002  HISTORY     - Date     Condition        Report By
 FZ1002  HISTORY     - 1935     MONUMENTED       CGS
 FZ1002
 FZ1002                          STATION DESCRIPTION
 FZ1002
 FZ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1002'0.9 MI N FROM MOUNTAIN CITY.
 FZ1002'0.9 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE AT
 FZ1002'MOUNTAIN CITY, JOHNSON COUNTY, 0.5 MILE NORTH OF THE JUNCTION OF
 FZ1002'STATE HIGHWAY 67, 210 YARDS NORTH OF THE PRIVATE DRIVEWAY
 FZ1002'TO THE TWO-STORY HOME OF MRS. R.H. BUTLER, 21 FEET WEST
 FZ1002'OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE LINE AND POLE, AND
 FZ1002'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED T 110 1935 AND
 FZ1002'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0501 ***********************************************************************
 GB0501  DESIGNATION -  TT 115 E
 GB0501  PID         -  GB0501
 GB0501  STATE/COUNTY-  TN/ANDERSON
 GB0501  USGS QUAD   -  CLINTON (1990)
 GB0501
 GB0501                         *CURRENT SURVEY CONTROL
 GB0501  ___________________________________________________________________
 GB0501* NAD 83(1986)-  36 04 02.     (N)    084 13 08.     (W)     SCALED    
 GB0501* NAVD 88     -       274.494  (meters)     900.57   (feet)  ADJUSTED  
 GB0501  ___________________________________________________________________
 GB0501  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB0501  DYNAMIC HT  -         274.243 (meters)     899.75  (feet)  COMP
 GB0501  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GB0501
 GB0501  VERT ORDER  -  FIRST     CLASS I
 GB0501
 GB0501.The horizontal coordinates were scaled from a topographic map and have
 GB0501.an estimated accuracy of +/- 6 seconds.
 GB0501
 GB0501.The orthometric height was determined by differential leveling
 GB0501.and adjusted by the National Geodetic Survey in June 1991..
 GB0501
 GB0501.The geoid height was determined by GEOID03.
 GB0501
 GB0501.The dynamic height is computed by dividing the NAVD 88
 GB0501.geopotential number by the normal gravity value computed on the
 GB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0501.degrees latitude (g = 980.6199 gals.).
 GB0501
 GB0501.The modeled gravity was interpolated from observed gravity values.
 GB0501
 GB0501;                    North         East    Units  Estimated Accuracy
 GB0501;SPC TN       -   193,830.      760,440.      MT  (+/- 180 meters Scaled)
 GB0501
 GB0501                          SUPERSEDED SURVEY CONTROL
 GB0501
 GB0501  NGVD 29 (??/??/92)  274.628  (m)          901.01   (f) ADJ UNCH    1 1
 GB0501
 GB0501.Superseded values are not recommended for survey control.
 GB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0501.See file dsdata.txt to determine how the superseded data were derived.
 GB0501
 GB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE504949(NAD 83)
 GB0501_MARKER: DD = SURVEY DISK
 GB0501_SETTING: 66 = SET IN ROCK OUTCROP
 GB0501_SP_SET: ROCK LEDGE
 GB0501_STAMPING: TT 115 E 1930
 GB0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0501+STABILITY: POSITION/ELEVATION WELL
 GB0501
 GB0501  HISTORY     - Date     Condition        Report By
 GB0501  HISTORY     - 1930     MONUMENTED       USGS
 GB0501  HISTORY     - 1967     GOOD             NGS
 GB0501
 GB0501                          STATION DESCRIPTION
 GB0501
 GB0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0501'6.4 MI SW FROM CLINTON.
 GB0501'ABOUT 6.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0501'STATION AT CLINTON, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 27, AT
 GB0501'DOSSETT, NEAR THE NORTH CORNER OF A LARGE CEMETERY THAT IS
 GB0501'BETWEEN THE RAILWAY AND STATE HIGHWAY 61, 111 FEET EAST OF THE
 GB0501'EAST CORNER OF A RAILWAY OVERPASS OVER A BLACK TOP ROAD, SET
 GB0501'IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 12 FEET LONG AND 1/2
 GB0501'FOOT HIGH, 33.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 GB0501'TRACK, 20 1/2 FEET SOUTH OF A 6-INCH SQUARE POST SUPPORTING A
 GB0501'RAILWAY TELEPHONE AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 GB0501'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2476 ***********************************************************************
 FE2476  DESIGNATION -  TT 117
 FE2476  PID         -  FE2476
 FE2476  STATE/COUNTY-  TN/HAYWOOD
 FE2476  USGS QUAD   -  HILLVILLE (1959)
 FE2476
 FE2476                         *CURRENT SURVEY CONTROL
 FE2476  ___________________________________________________________________
 FE2476* NAD 83(1995)-  35 26 31.65338(N)    089 13 12.44827(W)     ADJUSTED  
 FE2476* NAVD 88     -       122.87   (+/-2cm)     403.1    (feet)  VERTCON   
 FE2476  ___________________________________________________________________
 FE2476  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FE2476  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2476
 FE2476  HORZ ORDER  -  SECOND
 FE2476  VERT ORDER  -  THIRD ? (See Below)
 FE2476
 FE2476.The horizontal coordinates were established by classical geodetic methods
 FE2476.and adjusted by the National Geodetic Survey in April 1999..
 FE2476
 FE2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2476.The vertical order pertains to the NGVD 29 superseded value.
 FE2476
 FE2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2476
 FE2476.The geoid height was determined by GEOID03.
 FE2476
 FE2476;                    North         East     Units Scale Factor Converg.
 FE2476;SPC TN       -   127,829.312   307,691.684   MT  0.99997166   -1 53 06.7
 FE2476;SPC TN       -   419,386.67  1,009,485.13   sFT  0.99997166   -1 53 06.7
 FE2476;UTM  16      - 3,924,339.531   298,489.047   MT  1.00010044   -1 17 16.2
 FE2476
 FE2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2476!SPC TN       -   0.99998509  x   0.99997166  =   0.99995675
 FE2476!UTM  16      -   0.99998509  x   1.00010044  =   1.00008552
 FE2476
 FE2476                          SUPERSEDED SURVEY CONTROL
 FE2476
 FE2476  NAD 83(1995)-  35 26 31.65912(N)    089 13 12.45036(W) AD(       ) 2
 FE2476  NAD 83(1986)-  35 26 31.66520(N)    089 13 12.44884(W) AD(       ) 2
 FE2476  NAD 27      -  35 26 31.37420(N)    089 13 12.20670(W) AD(       ) 2
 FE2476  NGVD 29 (07/19/86)  122.87   (m)          403.1    (f) LEVELING    3  
 FE2476
 FE2476.Superseded values are not recommended for survey control.
 FE2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2476.See file dsdata.txt to determine how the superseded data were derived.
 FE2476
 FE2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9848924340(NAD 83)
 FE2476_MARKER: DB = BENCH MARK DISK
 FE2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2476_MARK LOGO: USGS  
 FE2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2476+STABILITY: SURFACE MOTION
 FE2476
 FE2476  HISTORY     - Date     Condition        Report By
 FE2476  HISTORY     - 1958     MONUMENTED       USGS
 FE2476
 FE2476                          STATION DESCRIPTION
 FE2476
 FE2476'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2476'THE STATION IS ABOUT 12.5 MILES SOUTH-SOUTHWEST OF BROWNSVILLE, ABOUT
 FE2476'9 MILES NORTH-NORTHWEST OF WHITEVILLE AND ABOUT 0.5 MILE NORTH OF
 FE2476'THE VILLAGE OF EUREKATON. THE MARK IS A STANDARD U.S. GEOLOGICAL
 FE2476'SURVEY BENCH MARK DISK STAMPED TT 117 TVA (ELV.) 403 FT. 1947
 FE2476'SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES. IT
 FE2476'IS 77 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 41 FEET WEST
 FE2476'OF THE NORTHWEST CORNER OF A FRAME STORE BUILDING AND 120 FEET
 FE2476'NORTHWEST OF THE CENTERLINE OF A PAVED ROAD.
 FE2476'
 FE2476'A TRAVERSE CONNECTION WAS MADE FROM STATION EUREKATON TO TT 117
 FE2476'(USGS) THE DISTANCE IS (57.551 FT.) 17.5416 METERS.
 FE2476'
 FE2476'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN BROWNSVILLE,
 FE2476'GO EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 76, SAME HIGHWAY,
 FE2476'FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY 70, 76. TURN RIGHT AND GO
 FE2476'SOUTH ON HIGHWAY 76 FOR 8.05 MILES TO A SIDE ROAD RIGHT. CONTINUE
 FE2476'SOUTH ON HIGHWAY 76 FOR 0.25 MILE TO A PAVED SIDE ROAD LEFT. TURN
 FE2476'LEFT AND GO EAST ON THE PAVED ROAD FOR 4.25 MILES TO THE MARK ON
 FE2476'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0973 ***********************************************************************
 FE0973  DESIGNATION -  TT 12
 FE0973  PID         -  FE0973
 FE0973  STATE/COUNTY-  TN/FAYETTE
 FE0973  USGS QUAD   -  MOSCOW (1965)
 FE0973
 FE0973                         *CURRENT SURVEY CONTROL
 FE0973  ___________________________________________________________________
 FE0973* NAD 83(1986)-  35 03 46.     (N)    089 23 38.     (W)     SCALED    
 FE0973* NAVD 88     -       111.326  (meters)     365.24   (feet)  ADJUSTED  
 FE0973  ___________________________________________________________________
 FE0973  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0973  DYNAMIC HT  -         111.221 (meters)     364.90  (feet)  COMP
 FE0973  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FE0973
 FE0973  VERT ORDER  -  FIRST     CLASS II
 FE0973
 FE0973.The horizontal coordinates were scaled from a topographic map and have
 FE0973.an estimated accuracy of +/- 6 seconds.
 FE0973
 FE0973.The orthometric height was determined by differential leveling
 FE0973.and adjusted by the National Geodetic Survey in June 1991..
 FE0973
 FE0973.The geoid height was determined by GEOID03.
 FE0973
 FE0973.The dynamic height is computed by dividing the NAVD 88
 FE0973.geopotential number by the normal gravity value computed on the
 FE0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0973.degrees latitude (g = 980.6199 gals.).
 FE0973
 FE0973.The modeled gravity was interpolated from observed gravity values.
 FE0973
 FE0973;                    North         East    Units  Estimated Accuracy
 FE0973;SPC TN       -    86,300.      290,470.      MT  (+/- 180 meters Scaled)
 FE0973
 FE0973                          SUPERSEDED SURVEY CONTROL
 FE0973
 FE0973  NGVD 29 (??/??/??)  111.269  (m)          365.06   (f) ADJUSTED    1 2
 FE0973
 FE0973.Superseded values are not recommended for survey control.
 FE0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0973.See file dsdata.txt to determine how the superseded data were derived.
 FE0973
 FE0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD816826(NAD 83)
 FE0973_MARKER: DB = BENCH MARK DISK
 FE0973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0973_STAMPING: TT 12 1934
 FE0973_MARK LOGO: CGS   
 FE0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0973+STABILITY: SURFACE MOTION
 FE0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0973+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0973
 FE0973  HISTORY     - Date     Condition        Report By
 FE0973  HISTORY     - 1934     MONUMENTED       USGS
 FE0973  HISTORY     - 1944     GOOD             CGS
 FE0973  HISTORY     - 1983     GOOD             NGS
 FE0973  HISTORY     - 20020924 GOOD             USACE
 FE0973  HISTORY     - 20060506 GOOD             GEOCAC
 FE0973
 FE0973                          STATION DESCRIPTION
 FE0973
 FE0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0973'0.5 MI E FROM MOSCOW.
 FE0973'0.5 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0973'MOSCOW, FAYETTE COUNTY, 485 YARDS WEST OF MILEPOST 512, AT THE
 FE0973'CROSSING OF STATE HIGHWAY 76, 21 FEET SOUTH OF THE CENTERLINE
 FE0973'OF THE MAIN TRACK, 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE0973'AT A CULVERT, IN THE TOP OF THE CONCRETE HEADWALL, 2 FEET SOUTH
 FE0973'OF THE NORTH END, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 FE0973'DISK, STAMPED TT 12 1934.
 FE0973
 FE0973                          STATION RECOVERY (1983)
 FE0973
 FE0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0973'RECOVERED IN GOOD CONDITION.
 FE0973'THE MARK IS 0.31 M BELOW HIGHWAY.
 FE0973
 FE0973                          STATION RECOVERY (2002)
 FE0973
 FE0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0973'RECOVERED IN GOOD CONDITION.
 FE0973
 FE0973                          STATION RECOVERY (2006)
 FE0973
 FE0973'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0973'RECOVERED AS DESCRIBED.  HEADWALL IS COVERED WITH DIRT AND THE MARK
 FE0973'HAD TO BE DUG OUT.  MARK IS APPROXIMATELY 1 FOOT BELOW THE LEVEL OF
 FE0973'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0949 ***********************************************************************
 FC0949  DESIGNATION -  TT 12 DA
 FC0949  PID         -  FC0949
 FC0949  STATE/COUNTY-  TN/MCMINN
 FC0949  USGS QUAD   -  ATHENS (1990)
 FC0949
 FC0949                         *CURRENT SURVEY CONTROL
 FC0949  ___________________________________________________________________
 FC0949* NAD 83(1986)-  35 29 55.     (N)    084 36 42.     (W)     SCALED    
 FC0949* NAVD 88     -       255.252  (meters)     837.44   (feet)  ADJUSTED  
 FC0949  ___________________________________________________________________
 FC0949  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0949  DYNAMIC HT  -         255.002 (meters)     836.62  (feet)  COMP
 FC0949  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 FC0949
 FC0949  VERT ORDER  -  SECOND    CLASS 0
 FC0949
 FC0949.The horizontal coordinates were scaled from a topographic map and have
 FC0949.an estimated accuracy of +/- 6 seconds.
 FC0949
 FC0949.The orthometric height was determined by differential leveling
 FC0949.and adjusted by the National Geodetic Survey in June 1991..
 FC0949
 FC0949.The geoid height was determined by GEOID03.
 FC0949
 FC0949.The dynamic height is computed by dividing the NAVD 88
 FC0949.geopotential number by the normal gravity value computed on the
 FC0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0949.degrees latitude (g = 980.6199 gals.).
 FC0949
 FC0949.The modeled gravity was interpolated from observed gravity values.
 FC0949
 FC0949;                    North         East    Units  Estimated Accuracy
 FC0949;SPC TN       -   130,180.      725,960.      MT  (+/- 180 meters Scaled)
 FC0949
 FC0949                          SUPERSEDED SURVEY CONTROL
 FC0949
 FC0949  NGVD 29 (??/??/92)  255.322  (m)          837.67   (f) ADJ UNCH    2 0
 FC0949
 FC0949.Superseded values are not recommended for survey control.
 FC0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0949.See file dsdata.txt to determine how the superseded data were derived.
 FC0949
 FC0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE166309(NAD 83)
 FC0949_MARKER: DB = BENCH MARK DISK
 FC0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0949_STAMPING: TT 12 DA 1935
 FC0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0949+STABILITY: SURFACE MOTION
 FC0949
 FC0949  HISTORY     - Date     Condition        Report By
 FC0949  HISTORY     - 1935     MONUMENTED       USGS
 FC0949  HISTORY     - 1961     GOOD             NGS
 FC0949
 FC0949                          STATION DESCRIPTION
 FC0949
 FC0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0949'8 MI W FROM NIOTA.
 FC0949'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0949'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.65
 FC0949'MILES NORTHWEST ON A PAVED ROAD TO PROPOSED INTERSTATE HIGHWAY
 FC0949'75 JUST BEFORE REACHING THE UNION MC MINN BAPTIST CHURCH, THEN
 FC0949'TURN LEFT AND GO 4.55 MILES SOUTHWEST ON INTERSTATE HIGHWAY 75
 FC0949'TO A CROSSROAD, TURN LEFT AND GO 0.1 MILE SOUTHEAST TO A BRICK
 FC0949'HOUSE AND THE MARK ON THE RIGHT AT A Y JUNCTION.  75 FEET SOUTHEAST
 FC0949'OF SOUTHEAST CORNER OF BRICK HOUSE, 45.6 FEET NORTH OF THE
 FC0949'NORTHEAST CORNER OF WOODEN HOUSE, 33 FEET WEST OF POWER LINE POLE
 FC0949'WITH TRANSFORMER, 71 FEET WEST OF CENTER LINE OF PAVED ROAD
 FC0949'AND IN A FENCE LINE,  0.7 FEET EAST OF WITNESS SIGN.  THE DISK
 FC0949'IS SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT LEVEL WITH THE
 FC0949'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1224 ***********************************************************************
 FD1224  DESIGNATION -  TT 12 FR
 FD1224  PID         -  FD1224
 FD1224  STATE/COUNTY-  TN/LEWIS
 FD1224  USGS QUAD   -  HOHENWALD (1991)
 FD1224
 FD1224                         *CURRENT SURVEY CONTROL
 FD1224  ___________________________________________________________________
 FD1224* NAD 83(1986)-  35 33 03.     (N)    087 35 58.     (W)     SCALED    
 FD1224* NAVD 88     -       296.345  (meters)     972.26   (feet)  ADJUSTED  
 FD1224  ___________________________________________________________________
 FD1224  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FD1224  DYNAMIC HT  -         296.070 (meters)     971.36  (feet)  COMP
 FD1224  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD1224
 FD1224  VERT ORDER  -  FIRST     CLASS II
 FD1224
 FD1224.The horizontal coordinates were scaled from a topographic map and have
 FD1224.an estimated accuracy of +/- 6 seconds.
 FD1224
 FD1224.The orthometric height was determined by differential leveling
 FD1224.and adjusted by the National Geodetic Survey in June 1991..
 FD1224
 FD1224.The geoid height was determined by GEOID03.
 FD1224
 FD1224.The dynamic height is computed by dividing the NAVD 88
 FD1224.geopotential number by the normal gravity value computed on the
 FD1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1224.degrees latitude (g = 980.6199 gals.).
 FD1224
 FD1224.The modeled gravity was interpolated from observed gravity values.
 FD1224
 FD1224;                    North         East    Units  Estimated Accuracy
 FD1224;SPC TN       -   136,270.      454,990.      MT  (+/- 180 meters Scaled)
 FD1224
 FD1224                          SUPERSEDED SURVEY CONTROL
 FD1224
 FD1224  NGVD 29 (??/??/92)  296.321  (m)          972.18   (f) ADJ UNCH    1 2
 FD1224
 FD1224.Superseded values are not recommended for survey control.
 FD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1224.See file dsdata.txt to determine how the superseded data were derived.
 FD1224
 FD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE456342(NAD 83)
 FD1224_MARKER: DD = SURVEY DISK
 FD1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1224_STAMPING: TT 12 FR 1935
 FD1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1224+STABILITY: SURFACE MOTION
 FD1224
 FD1224  HISTORY     - Date     Condition        Report By
 FD1224  HISTORY     - 1935     MONUMENTED       USGS
 FD1224  HISTORY     - 1949     GOOD             NGS
 FD1224  HISTORY     - 1953     GOOD             USGS
 FD1224
 FD1224                          STATION DESCRIPTION
 FD1224
 FD1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1224'2.7 MI W FROM HOHENWALD.
 FD1224'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1224'NATIONAL BANK AT HOHENWALD, ABOUT 0.1 MILE WEST OF THE NORTHWEST
 FD1224'CORNER OF AN AIRPORT ( LEWIS COUNTY ), 38 FEET SOUTH OF THE
 FD1224'CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF A POWER LINE BRANCH
 FD1224'POLE, 56 FEET NORTH-NORTHWEST OF THE NORTHWEST PORCH CORNER
 FD1224'OF A HOUSE, 10 FEET SOUTHWEST OF A 5-INCH CHINESE MAPLE TREE,
 FD1224'1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD1224'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD1224
 FD1224                          STATION RECOVERY (1953)
 FD1224
 FD1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FD1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2020 ***********************************************************************
 GA2020  DESIGNATION -  TT 12 G
 GA2020  PID         -  GA2020
 GA2020  STATE/COUNTY-  TN/JEFFERSON
 GA2020  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2020
 GA2020                         *CURRENT SURVEY CONTROL
 GA2020  ___________________________________________________________________
 GA2020* NAD 83(1986)-  36 01 15.     (N)    083 29 57.     (W)     SCALED    
 GA2020* NAVD 88     -       319.875  (meters)    1049.46   (feet)  ADJUSTED  
 GA2020  ___________________________________________________________________
 GA2020  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2020  DYNAMIC HT  -         319.577 (meters)    1048.48  (feet)  COMP
 GA2020  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA2020
 GA2020  VERT ORDER  -  SECOND    CLASS 0
 GA2020
 GA2020.The horizontal coordinates were scaled from a topographic map and have
 GA2020.an estimated accuracy of +/- 6 seconds.
 GA2020
 GA2020.The orthometric height was determined by differential leveling
 GA2020.and adjusted by the National Geodetic Survey in June 1991..
 GA2020
 GA2020.The geoid height was determined by GEOID03.
 GA2020
 GA2020.The dynamic height is computed by dividing the NAVD 88
 GA2020.geopotential number by the normal gravity value computed on the
 GA2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2020.degrees latitude (g = 980.6199 gals.).
 GA2020
 GA2020.The modeled gravity was interpolated from observed gravity values.
 GA2020
 GA2020;                    North         East    Units  Estimated Accuracy
 GA2020;SPC TN       -   190,110.      825,390.      MT  (+/- 180 meters Scaled)
 GA2020
 GA2020                          SUPERSEDED SURVEY CONTROL
 GA2020
 GA2020  NGVD 29 (??/??/92)  320.044  (m)         1050.01   (f) ADJ UNCH    2 0
 GA2020
 GA2020.Superseded values are not recommended for survey control.
 GA2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2020.See file dsdata.txt to determine how the superseded data were derived.
 GA2020
 GA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV747891(NAD 83)
 GA2020_MARKER: DD = SURVEY DISK
 GA2020_SETTING: 66 = SET IN ROCK OUTCROP
 GA2020_SP_SET: ROCK OUTCROP
 GA2020_STAMPING: TT 12 G 1934
 GA2020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2020+STABILITY: POSITION/ELEVATION WELL
 GA2020
 GA2020  HISTORY     - Date     Condition        Report By
 GA2020  HISTORY     - 1934     MONUMENTED       USGS
 GA2020  HISTORY     - 1961     GOOD             NGS
 GA2020
 GA2020                          STATION DESCRIPTION
 GA2020
 GA2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2020'6 MI W FROM DANDRIDGE.
 GA2020'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2020'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2020'3.55 MILES WEST ON INTERSTATE HIGHWAY 40, THEN 0.2 MILE NORTHWEST
 GA2020'ON A GRAVELED ROAD TO A T JUNCTION.  THE BENCH MARK IS AT THE T
 GA2020'JUNCTION, 43 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A PORCH FOR
 GA2020'A HOUSE, 32 FT. NORTH OF THE CENTER OF NEWMAN ROAD, 19.5 FT.
 GA2020'NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER AND GUY WIRE,
 GA2020'3 FT. WEST OF A FENCE, AND 2.4 FT. WEST OF A WITNESS SIGN.  THE
 GA2020'DISK IS CEMENTED IN A DRILL IN A 4 X 4 ROCK OUTCROP PROJECTING 3
 GA2020'FT. AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2383 ***********************************************************************
 GA2383  DESIGNATION -  TT 12 H
 GA2383  PID         -  GA2383
 GA2383  STATE/COUNTY-  TN/JEFFERSON
 GA2383  USGS QUAD   -  NEW MARKET (1987)
 GA2383
 GA2383                         *CURRENT SURVEY CONTROL
 GA2383  ___________________________________________________________________
 GA2383* NAD 83(1986)-  36 01 59.     (N)    083 30 01.     (W)     SCALED    
 GA2383* NAVD 88     -       335.28   (+/-2cm)    1100.0    (feet)  VERTCON   
 GA2383  ___________________________________________________________________
 GA2383  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2383
 GA2383  VERT ORDER  -  ? (See Below)
 GA2383
 GA2383.The horizontal coordinates were scaled from a topographic map and have
 GA2383.an estimated accuracy of +/- 6 seconds.
 GA2383
 GA2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2383.The vertical order pertains to the NGVD 29 superseded value.
 GA2383
 GA2383.The geoid height was determined by GEOID03.
 GA2383
 GA2383;                    North         East    Units  Estimated Accuracy
 GA2383;SPC TN       -   191,460.      825,260.      MT  (+/- 180 meters Scaled)
 GA2383
 GA2383                          SUPERSEDED SURVEY CONTROL
 GA2383
 GA2383  NGVD 29 (??/??/92)  335.439  (m)         1100.52   (f) ADJ UNCH    ?  
 GA2383
 GA2383.Superseded values are not recommended for survey control.
 GA2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2383.See file dsdata.txt to determine how the superseded data were derived.
 GA2383
 GA2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV747905(NAD 83)
 GA2383_MARKER: DD = SURVEY DISK
 GA2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2383_STAMPING: TT 12 H 1934
 GA2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2383+STABILITY: SURFACE MOTION
 GA2383
 GA2383  HISTORY     - Date     Condition        Report By
 GA2383  HISTORY     - 1934     MONUMENTED       USGS
 GA2383  HISTORY     - 1936     GOOD             TVA
 GA2383
 GA2383                          STATION DESCRIPTION
 GA2383
 GA2383'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2383'1.8 MI NE FROM PIEDMONT.
 GA2383'1.8 MILES NORTHEAST ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2383'COUNTY, AT A T-ROAD INTERSECTION, 33 FEET EAST AND 3 FEET SOUTH
 GA2383'OF THE INTERSECTION, AND ON PRIVATE PROPERTY.  A UNITED STATES
 GA2383'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 12 H 1934 AND SET IN
 GA2383'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1336 ***********************************************************************
 FB1336  DESIGNATION -  TT 12 T
 FB1336  PID         -  FB1336
 FB1336  STATE/COUNTY-  TN/COCKE
 FB1336  USGS QUAD   -  HARTFORD (1968)
 FB1336
 FB1336                         *CURRENT SURVEY CONTROL
 FB1336  ___________________________________________________________________
 FB1336* NAD 83(1986)-  35 47 32.     (N)    083 12 19.     (W)     SCALED    
 FB1336* NAVD 88     -       492.41   (+/-2cm)    1615.5    (feet)  VERTCON   
 FB1336  ___________________________________________________________________
 FB1336  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FB1336
 FB1336  VERT ORDER  -  ? (See Below)
 FB1336
 FB1336.The horizontal coordinates were scaled from a topographic map and have
 FB1336.an estimated accuracy of +/- 6 seconds.
 FB1336
 FB1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1336.The vertical order pertains to the NGVD 29 superseded value.
 FB1336
 FB1336.The geoid height was determined by GEOID03.
 FB1336
 FB1336;                    North         East    Units  Estimated Accuracy
 FB1336;SPC TN       -   165,470.      852,590.      MT  (+/- 180 meters Scaled)
 FB1336
 FB1336                          SUPERSEDED SURVEY CONTROL
 FB1336
 FB1336  NGVD 29 (??/??/92)  492.540  (m)         1615.94   (f) ADJ UNCH    ?  
 FB1336
 FB1336.Superseded values are not recommended for survey control.
 FB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1336.See file dsdata.txt to determine how the superseded data were derived.
 FB1336
 FB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV007631(NAD 83)
 FB1336_MARKER: DD = SURVEY DISK
 FB1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1336_STAMPING: TT 12 T 1928
 FB1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1336+STABILITY: SURFACE MOTION
 FB1336
 FB1336  HISTORY     - Date     Condition        Report By
 FB1336  HISTORY     - 1928     MONUMENTED       USGS
 FB1336  HISTORY     - 1938     GOOD             TVA
 FB1336
 FB1336                          STATION DESCRIPTION
 FB1336
 FB1336'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1336'2.3 MI W FROM HARTFORD.
 FB1336'2.3 MILES WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE COUNTY,
 FB1336'2.7 MILES SOUTHWEST ALONG THE GROUNDHOG CREEK ROAD, AT CATONS
 FB1336'GROVE, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, IN THE
 FB1336'EAST ANGLE OF THE JUNCTION, AT THE CATONS GROVE SCHOOL, 37.5
 FB1336'FEET WEST AND 35.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FB1336'SCHOOLHOUSE, AND IN THE FRONT YARD.  A UNITED STATES GEOLOGICAL
 FB1336'SURVEY STANDARD DISK, STAMPED TT 12 T 1928 AND SET IN THE TOP
 FB1336'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0576 ***********************************************************************
 GB0576  DESIGNATION -  TT 121 E
 GB0576  PID         -  GB0576
 GB0576  STATE/COUNTY-  TN/ANDERSON
 GB0576  USGS QUAD   -  LAKE CITY (1973)
 GB0576
 GB0576                         *CURRENT SURVEY CONTROL
 GB0576  ___________________________________________________________________
 GB0576* NAD 83(1986)-  36 13 13.     (N)    084 09 29.     (W)     SCALED    
 GB0576* NAVD 88     -       260.543  (meters)     854.80   (feet)  ADJUSTED  
 GB0576  ___________________________________________________________________
 GB0576  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0576  DYNAMIC HT  -         260.308 (meters)     854.03  (feet)  COMP
 GB0576  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 GB0576
 GB0576  VERT ORDER  -  SECOND    CLASS 0
 GB0576
 GB0576.The horizontal coordinates were scaled from a topographic map and have
 GB0576.an estimated accuracy of +/- 6 seconds.
 GB0576
 GB0576.The orthometric height was determined by differential leveling
 GB0576.and adjusted by the National Geodetic Survey in June 1991..
 GB0576.WARNING-Repeat measurements at this control monument indicate possible
 GB0576.vertical movement.
 GB0576
 GB0576.The geoid height was determined by GEOID03.
 GB0576
 GB0576.The dynamic height is computed by dividing the NAVD 88
 GB0576.geopotential number by the normal gravity value computed on the
 GB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0576.degrees latitude (g = 980.6199 gals.).
 GB0576
 GB0576.The modeled gravity was interpolated from observed gravity values.
 GB0576
 GB0576;                    North         East    Units  Estimated Accuracy
 GB0576;SPC TN       -   210,920.      765,600.      MT  (+/- 180 meters Scaled)
 GB0576
 GB0576                          SUPERSEDED SURVEY CONTROL
 GB0576
 GB0576  NGVD 29 (??/??/92)  260.657  (m)          855.17   (f) ADJ UNCH    2 0
 GB0576
 GB0576.Superseded values are not recommended for survey control.
 GB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0576.See file dsdata.txt to determine how the superseded data were derived.
 GB0576
 GB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF554121(NAD 83)
 GB0576_MARKER: DD = SURVEY DISK
 GB0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0576_SP_SET: ABUTMENT
 GB0576_STAMPING: TT 121 E 1930
 GB0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0576
 GB0576  HISTORY     - Date     Condition        Report By
 GB0576  HISTORY     - 1930     MONUMENTED       USGS
 GB0576  HISTORY     - 1949     GOOD             NGS
 GB0576  HISTORY     - 1964     GOOD             NGS
 GB0576
 GB0576                          STATION DESCRIPTION
 GB0576
 GB0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0576'AT COAL CREEK.
 GB0576'AT COAL CREEK, ANDERSON COUNTY, ON THE SOUTHERN RAILWAY, AT
 GB0576'THE BRIDGE OVER COAL CREEK, IN THE FACE OF THE BACKWALL OF THE
 GB0576'NORTH ABUTMENT, ABOUT 1-1/2 FEET WEST OF AND LEVEL WITH THE FLAT
 GB0576'TOP OF THE ABUTMENT, AND 13 FEET WEST OF THE WEST RAIL.  A
 GB0576'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 121
 GB0576'E 1930 AND SET VERTICALLY.
 GB0576
 GB0576                          STATION RECOVERY (1964)
 GB0576
 GB0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GB0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2581 ***********************************************************************
 GB2581  DESIGNATION -  TT 124 E
 GB2581  PID         -  GB2581
 GB2581  STATE/COUNTY-  TN/CAMPBELL
 GB2581  USGS QUAD   -  BLOCK (1979)
 GB2581
 GB2581                         *CURRENT SURVEY CONTROL
 GB2581  ___________________________________________________________________
 GB2581* NAD 83(1995)-  36 17 32.97133(N)    084 15 05.38934(W)     ADJUSTED  
 GB2581* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 GB2581  ___________________________________________________________________
 GB2581  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 GB2581  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB2581
 GB2581  HORZ ORDER  -  SECOND
 GB2581
 GB2581.The horizontal coordinates were established by classical geodetic methods
 GB2581.and adjusted by the National Geodetic Survey in April 1999..
 GB2581
 GB2581.The orthometric height was scaled from a topographic map.
 GB2581
 GB2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2581
 GB2581.The geoid height was determined by GEOID03.
 GB2581
 GB2581;                    North         East     Units Scale Factor Converg.
 GB2581;SPC TN       -   218,772.715   757,055.818   MT  0.99998033   +1 01 25.1
 GB2581;SPC TN       -   717,756.82  2,483,773.96   sFT  0.99998033   +1 01 25.1
 GB2581;UTM  16      - 4,019,896.653   746,826.648   MT  1.00035071   +1 37 39.7
 GB2581
 GB2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2581!SPC TN       -   0.99987080  x   0.99998033  =   0.99985114
 GB2581!UTM  16      -   0.99987080  x   1.00035071  =   1.00022147
 GB2581
 GB2581                          SUPERSEDED SURVEY CONTROL
 GB2581
 GB2581  NAD 83(1995)-  36 17 32.97343(N)    084 15 05.39183(W) AD(       ) 2
 GB2581  NAD 83(1995)-  36 17 32.97795(N)    084 15 05.39365(W) AD(       ) 2
 GB2581  NAD 83(1986)-  36 17 32.98147(N)    084 15 05.39032(W) AD(       ) 2
 GB2581  NAD 27      -  36 17 32.69500(N)    084 15 05.64700(W) AD(       ) 2
 GB2581
 GB2581.Superseded values are not recommended for survey control.
 GB2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2581.See file dsdata.txt to determine how the superseded data were derived.
 GB2581
 GB2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4682719897(NAD 83)
 GB2581_MARKER: DD = SURVEY DISK
 GB2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2581_MARK LOGO: USGS  
 GB2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2581+STABILITY: SURFACE MOTION
 GB2581
 GB2581  HISTORY     - Date     Condition        Report By
 GB2581  HISTORY     - 1935     MONUMENTED       USGS
 GB2581
 GB2581                          STATION DESCRIPTION
 GB2581
 GB2581'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 GB2581'IT IS A STANDARD
 GB2581'U.S.G.S.  BRONZE
 GB2581'DISK SET IN CONCRETE POST 8 INCHES IN DIAMETER,
 GB2581'PROJECTING ABOUT 2 INCHES ABOVE THE
 GB2581'GROUND, 16.7 FEET WSW OF 20-INCH
 GB2581'OAK, WITH TRIANGULAR BLAZE, ON W SIDE, 21 FEET E OF
 GB2581'THE CARYVILLE
 GB2581'ROAD AND IN THE NE ANGLE OF THE INTERSECTION OF THE CARYVILLE ROAD
 GB2581'AND WOODS ROAD.
 GB2581'
 GB2581'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GB2581'HIGHWAY 63, IN THE
 GB2581'E EDGE OF CARYVILLE, GO W ON STATE HIGHWAY 63 FOR
 GB2581'0.3 MILE TO WHERE IT TURNS (N) RIGHT,
 GB2581'CONTINUE STRAIGHT (W) FOR 0.25
 GB2581'MILE TO THE CARYVILLE RAILROAD STATION, CROSS TRACKS
 GB2581'JUST S OF
 GB2581'STATION AND GO 3.5 MILES TO CROSSROADS, KEEP STRAIGHT AHEAD ON MAIN
 GB2581'ROAD FOR 0.85 MILE
 GB2581'TO CROSSROADS AT TOP OF DIVIDE.   TT 124-E 1930 IS
 GB2581'20 FEET NE OF THIS CROSS ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0565 ***********************************************************************
 GB0565  DESIGNATION -  TT 126 E
 GB0565  PID         -  GB0565
 GB0565  STATE/COUNTY-  TN/CAMPBELL
 GB0565  USGS QUAD   -  BLOCK (1979)
 GB0565
 GB0565                         *CURRENT SURVEY CONTROL
 GB0565  ___________________________________________________________________
 GB0565* NAD 83(1986)-  36 20 12.     (N)    084 15 01.     (W)     SCALED    
 GB0565* NAVD 88     -       375.453  (meters)    1231.80   (feet)  ADJUSTED  
 GB0565  ___________________________________________________________________
 GB0565  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB0565  DYNAMIC HT  -         375.118 (meters)    1230.70  (feet)  COMP
 GB0565  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 GB0565
 GB0565  VERT ORDER  -  SECOND    CLASS 0
 GB0565
 GB0565.The horizontal coordinates were scaled from a topographic map and have
 GB0565.an estimated accuracy of +/- 6 seconds.
 GB0565
 GB0565.The orthometric height was determined by differential leveling
 GB0565.and adjusted by the National Geodetic Survey in June 1991..
 GB0565
 GB0565.The geoid height was determined by GEOID03.
 GB0565
 GB0565.The dynamic height is computed by dividing the NAVD 88
 GB0565.geopotential number by the normal gravity value computed on the
 GB0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0565.degrees latitude (g = 980.6199 gals.).
 GB0565
 GB0565.The modeled gravity was interpolated from observed gravity values.
 GB0565
 GB0565;                    North         East    Units  Estimated Accuracy
 GB0565;SPC TN       -   223,680.      757,080.      MT  (+/- 180 meters Scaled)
 GB0565
 GB0565                          SUPERSEDED SURVEY CONTROL
 GB0565
 GB0565  NGVD 29 (??/??/92)  375.555  (m)         1232.13   (f) ADJ UNCH    2 0
 GB0565
 GB0565.Superseded values are not recommended for survey control.
 GB0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0565.See file dsdata.txt to determine how the superseded data were derived.
 GB0565
 GB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF467248(NAD 83)
 GB0565_MARKER: DD = SURVEY DISK
 GB0565_SETTING: 80 = SET IN A BOULDER
 GB0565_SP_SET: BOULDER
 GB0565_STAMPING: TT 126 E 1930
 GB0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0565+STABILITY: SURFACE MOTION
 GB0565
 GB0565  HISTORY     - Date     Condition        Report By
 GB0565  HISTORY     - 1930     MONUMENTED       USGS
 GB0565  HISTORY     - 1941     GOOD             NGS
 GB0565
 GB0565                          STATION DESCRIPTION
 GB0565
 GB0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GB0565'0.3 MI E FROM BLOCK.
 GB0565'0.3 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM BLOCK, CAMPBELL
 GB0565'COUNTY, 346 FEET WEST OF THE WEST END OF BRIDGE 2 OVER COVE
 GB0565'CREEK, 8 FEET WEST OF THE TRACK, AND IN THE TOP OF A SANDSTONE
 GB0565'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GB0565'STAMPED TT 126 E 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0562 ***********************************************************************
 GB0562  DESIGNATION -  TT 127 E
 GB0562  PID         -  GB0562
 GB0562  STATE/COUNTY-  TN/CAMPBELL
 GB0562  USGS QUAD   -  BLOCK (1979)
 GB0562
 GB0562                         *CURRENT SURVEY CONTROL
 GB0562  ___________________________________________________________________
 GB0562* NAD 83(1986)-  36 22 15.     (N)    084 16 27.     (W)     SCALED    
 GB0562* NAVD 88     -       425.147  (meters)    1394.84   (feet)  ADJUSTED  
 GB0562  ___________________________________________________________________
 GB0562  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0562  DYNAMIC HT  -         424.765 (meters)    1393.58  (feet)  COMP
 GB0562  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GB0562
 GB0562  VERT ORDER  -  SECOND    CLASS 0
 GB0562
 GB0562.The horizontal coordinates were scaled from a topographic map and have
 GB0562.an estimated accuracy of +/- 6 seconds.
 GB0562
 GB0562.The orthometric height was determined by differential leveling
 GB0562.and adjusted by the National Geodetic Survey in June 1991..
 GB0562
 GB0562.The geoid height was determined by GEOID03.
 GB0562
 GB0562.The dynamic height is computed by dividing the NAVD 88
 GB0562.geopotential number by the normal gravity value computed on the
 GB0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0562.degrees latitude (g = 980.6199 gals.).
 GB0562
 GB0562.The modeled gravity was interpolated from observed gravity values.
 GB0562
 GB0562;                    North         East    Units  Estimated Accuracy
 GB0562;SPC TN       -   227,430.      754,870.      MT  (+/- 180 meters Scaled)
 GB0562
 GB0562                          SUPERSEDED SURVEY CONTROL
 GB0562
 GB0562  NGVD 29 (??/??/92)  425.244  (m)         1395.15   (f) ADJ UNCH    2 0
 GB0562
 GB0562.Superseded values are not recommended for survey control.
 GB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0562.See file dsdata.txt to determine how the superseded data were derived.
 GB0562
 GB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF445285(NAD 83)
 GB0562_MARKER: DD = SURVEY DISK
 GB0562_SETTING: 80 = SET IN A BOULDER
 GB0562_SP_SET: BOULDER
 GB0562_STAMPING: TT 127 E 1930
 GB0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0562+STABILITY: SURFACE MOTION
 GB0562
 GB0562  HISTORY     - Date     Condition        Report By
 GB0562  HISTORY     - 1930     MONUMENTED       USGS
 GB0562  HISTORY     - 1934     GOOD             NGS
 GB0562
 GB0562                          STATION DESCRIPTION
 GB0562
 GB0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0562'AT TURLEY.
 GB0562'AT TURLEY, CAMPBELL COUNTY, ON STATE HIGHWAY 63, 500 FEET
 GB0562'WEST OF THE BRIDGE OVER COVE CREEK, 18 FEET NORTH OF THE
 GB0562'HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND ABOUT 5 FEET
 GB0562'HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GB0562'STANDARD DISK, STAMPED TT 127 E 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2431 ***********************************************************************
 FE2431  DESIGNATION -  TT 13 CWH
 FE2431  PID         -  FE2431
 FE2431  STATE/COUNTY-  TN/HAYWOOD
 FE2431  USGS QUAD   -  TIBBS (1981)
 FE2431
 FE2431                         *CURRENT SURVEY CONTROL
 FE2431  ___________________________________________________________________
 FE2431* NAD 83(1995)-  35 42 12.95933(N)    089 15 05.15183(W)     ADJUSTED  
 FE2431* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 FE2431  ___________________________________________________________________
 FE2431  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FE2431  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2431
 FE2431  HORZ ORDER  -  SECOND
 FE2431
 FE2431.The horizontal coordinates were established by classical geodetic methods
 FE2431.and adjusted by the National Geodetic Survey in April 1999..
 FE2431
 FE2431.The orthometric height was scaled from a topographic map.
 FE2431
 FE2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2431
 FE2431.The geoid height was determined by GEOID03.
 FE2431
 FE2431;                    North         East     Units Scale Factor Converg.
 FE2431;SPC TN       -   156,916.907   305,814.458   MT  0.99995098   -1 54 12.7
 FE2431;SPC TN       -   514,818.22  1,003,326.27   sFT  0.99995098   -1 54 12.7
 FE2431;UTM  16      - 3,953,410.380   296,310.423   MT  1.00011129   -1 18 51.7
 FE2431
 FE2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2431!SPC TN       -   0.99998775  x   0.99995098  =   0.99993873
 FE2431!UTM  16      -   0.99998775  x   1.00011129  =   1.00009904
 FE2431
 FE2431                          SUPERSEDED SURVEY CONTROL
 FE2431
 FE2431  NAD 83(1995)-  35 42 12.96465(N)    089 15 05.15393(W) AD(       ) 2
 FE2431  NAD 83(1986)-  35 42 12.97070(N)    089 15 05.15248(W) AD(       ) 2
 FE2431  NAD 27      -  35 42 12.69650(N)    089 15 04.90310(W) AD(       ) 2
 FE2431
 FE2431.Superseded values are not recommended for survey control.
 FE2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2431.See file dsdata.txt to determine how the superseded data were derived.
 FE2431
 FE2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9631053410(NAD 83)
 FE2431_MARKER: DB = BENCH MARK DISK
 FE2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2431+STABILITY: SURFACE MOTION
 FE2431
 FE2431  HISTORY     - Date     Condition        Report By
 FE2431  HISTORY     - 1958     MONUMENTED       USGS
 FE2431
 FE2431                          STATION DESCRIPTION
 FE2431
 FE2431'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FE2431'THE STATION IS ABOUT 10 MILES WEST OF BELLS, ABOUT 8 MILES NORTH OF
 FE2431'BROWNSVILLE AND ON PROPERTY OWNED BY MR. A.A. MANN.
 FE2431'
 FE2431'IT IS 137 FEET NORTHEAST OF THE EAST GABLE OF THE
 FE2431'HOUSE, 59 FEET WEST OF THE CEDAR AND 20 FEET SOUTH OF THE CENTERLINE
 FE2431'OF THE PAVED ROAD.  THE DISK IS A STANDARD USGS BENCH MARK SET
 FE2431'IN THE TOP OF A 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FE2431'THE DISK IS STAMPED TT 13 CWH 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1758 ***********************************************************************
 GA1758  DESIGNATION -  TT 13 DL RESET
 GA1758  PID         -  GA1758
 GA1758  STATE/COUNTY-  TN/COCKE
 GA1758  USGS QUAD   -  RANKIN (1980)
 GA1758
 GA1758                         *CURRENT SURVEY CONTROL
 GA1758  ___________________________________________________________________
 GA1758* NAD 83(1986)-  36 04 20.     (N)    083 14 13.     (W)     SCALED    
 GA1758* NAVD 88     -       306.220  (meters)    1004.66   (feet)  ADJUSTED  
 GA1758  ___________________________________________________________________
 GA1758  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1758  DYNAMIC HT  -         305.934 (meters)    1003.72  (feet)  COMP
 GA1758  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 GA1758
 GA1758  VERT ORDER  -  FIRST     CLASS I
 GA1758
 GA1758.The horizontal coordinates were scaled from a topographic map and have
 GA1758.an estimated accuracy of +/- 6 seconds.
 GA1758
 GA1758.The orthometric height was determined by differential leveling
 GA1758.and adjusted by the National Geodetic Survey in June 1991..
 GA1758
 GA1758.The geoid height was determined by GEOID03.
 GA1758
 GA1758.The dynamic height is computed by dividing the NAVD 88
 GA1758.geopotential number by the normal gravity value computed on the
 GA1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1758.degrees latitude (g = 980.6199 gals.).
 GA1758
 GA1758.The modeled gravity was interpolated from observed gravity values.
 GA1758
 GA1758;                    North         East    Units  Estimated Accuracy
 GA1758;SPC TN       -   196,440.      848,860.      MT  (+/- 180 meters Scaled)
 GA1758
 GA1758                          SUPERSEDED SURVEY CONTROL
 GA1758
 GA1758  NGVD 29 (??/??/92)  306.363  (m)         1005.13   (f) ADJ UNCH    1 1
 GA1758
 GA1758.Superseded values are not recommended for survey control.
 GA1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1758.See file dsdata.txt to determine how the superseded data were derived.
 GA1758
 GA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV985942(NAD 83)
 GA1758_MARKER: DD = SURVEY DISK
 GA1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1758_STAMPING: TT 13 DL RESET 1942
 GA1758_MARK LOGO: USGS  
 GA1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1758+STABILITY: SURFACE MOTION
 GA1758
 GA1758  HISTORY     - Date     Condition        Report By
 GA1758  HISTORY     - 1942     MONUMENTED       USGS
 GA1758  HISTORY     - 1967     GOOD             NGS
 GA1758
 GA1758                          STATION DESCRIPTION
 GA1758
 GA1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1758'4.2 MI SE FROM WHITE PINE.
 GA1758'ABOUT 4.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1758'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 150 YARDS NORTHWEST
 GA1758'OF THE LEADVALE RAILROAD STATION, AT THE SOUTHEAST END OF A
 GA1758'RAILROAD SIDING, 80 YARDS NORTHEAST OF AN ABANDONED HOUSE,
 GA1758'2 1/2 POLES SOUTHEAST OF MILEPOST 215, 229 1/2 FEET SOUTHWEST
 GA1758'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 129 1/2 FEET SOUTHWEST
 GA1758'OF A POLE, 67 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAILROAD
 GA1758'RIGHT-OF-WAY FENCE, 16 FEET SOUTHEAST OF THE CENTERLINE OF AN
 GA1758'ABANDONED TRAIL ROAD, 4 FEET SOUTHEAST OF A FENCE, 3.6 FEET
 GA1758'NORTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL
 GA1758'OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP
 GA1758'OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0480 ***********************************************************************
 FD0480  DESIGNATION -  TT 13 PE
 FD0480  PID         -  FD0480
 FD0480  STATE/COUNTY-  TN/MARSHALL
 FD0480  USGS QUAD   -  VERONA (1980)
 FD0480
 FD0480                         *CURRENT SURVEY CONTROL
 FD0480  ___________________________________________________________________
 FD0480* NAD 83(1986)-  35 30 04.     (N)    086 52 29.     (W)     SCALED    
 FD0480* NAVD 88     -       218.647  (meters)     717.34   (feet)  ADJUSTED  
 FD0480  ___________________________________________________________________
 FD0480  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0480  DYNAMIC HT  -         218.451 (meters)     716.70  (feet)  COMP
 FD0480  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 FD0480
 FD0480  VERT ORDER  -  FIRST     CLASS II
 FD0480
 FD0480.The horizontal coordinates were scaled from a topographic map and have
 FD0480.an estimated accuracy of +/- 6 seconds.
 FD0480
 FD0480.The orthometric height was determined by differential leveling
 FD0480.and adjusted by the National Geodetic Survey in June 1991..
 FD0480
 FD0480.The geoid height was determined by GEOID03.
 FD0480
 FD0480.The dynamic height is computed by dividing the NAVD 88
 FD0480.geopotential number by the normal gravity value computed on the
 FD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0480.degrees latitude (g = 980.6199 gals.).
 FD0480
 FD0480.The modeled gravity was interpolated from observed gravity values.
 FD0480
 FD0480;                    North         East    Units  Estimated Accuracy
 FD0480;SPC TN       -   129,920.      520,640.      MT  (+/- 180 meters Scaled)
 FD0480
 FD0480                          SUPERSEDED SURVEY CONTROL
 FD0480
 FD0480  NGVD 29 (??/??/92)  218.621  (m)          717.26   (f) ADJ UNCH    1 2
 FD0480
 FD0480.Superseded values are not recommended for survey control.
 FD0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0480.See file dsdata.txt to determine how the superseded data were derived.
 FD0480
 FD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE113286(NAD 83)
 FD0480_MARKER: DB = BENCH MARK DISK
 FD0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0480_SP_SET: CULVERT
 FD0480_STAMPING: TT 13 PE 1935
 FD0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0480
 FD0480  HISTORY     - Date     Condition        Report By
 FD0480  HISTORY     - 1935     MONUMENTED       USGS
 FD0480  HISTORY     - 1949     GOOD             NGS
 FD0480
 FD0480                          STATION DESCRIPTION
 FD0480
 FD0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0480'1.2 MI SE FROM BRYANT.
 FD0480'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0480'SCHOOL AT BRYANT, ABOUT 0.45 MILE SOUTHEAST OF THE MARSHALL-MAURY
 FD0480'COUNTY LINE, AT THE CROSSING OF STATE HIGHWAY 50 AND THE OLD
 FD0480'ABANDONED NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 296 FEET
 FD0480'SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF A SIDE ROAD
 FD0480'EAST, 19 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING, 17.3
 FD0480'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH
 FD0480'OF THE CENTER LINE OF THE OLD RAILWAY BED, SET IN THE TOP OF
 FD0480'THE SOUTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER OLD
 FD0480'RAILWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1338 ***********************************************************************
 FB1338  DESIGNATION -  TT 13 T
 FB1338  PID         -  FB1338
 FB1338  STATE/COUNTY-  TN/COCKE
 FB1338  USGS QUAD   -  HARTFORD (1968)
 FB1338
 FB1338                         *CURRENT SURVEY CONTROL
 FB1338  ___________________________________________________________________
 FB1338* NAD 83(1986)-  35 47 03.     (N)    083 13 14.     (W)     SCALED    
 FB1338* NAVD 88     -       499.91   (+/-2cm)    1640.1    (feet)  VERTCON   
 FB1338  ___________________________________________________________________
 FB1338  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FB1338
 FB1338  VERT ORDER  -  ? (See Below)
 FB1338
 FB1338.The horizontal coordinates were scaled from a topographic map and have
 FB1338.an estimated accuracy of +/- 6 seconds.
 FB1338
 FB1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1338.The vertical order pertains to the NGVD 29 superseded value.
 FB1338
 FB1338.The geoid height was determined by GEOID03.
 FB1338
 FB1338;                    North         East    Units  Estimated Accuracy
 FB1338;SPC TN       -   164,540.      851,240.      MT  (+/- 180 meters Scaled)
 FB1338
 FB1338                          SUPERSEDED SURVEY CONTROL
 FB1338
 FB1338  NGVD 29 (??/??/92)  500.029  (m)         1640.51   (f) ADJ UNCH    ?  
 FB1338
 FB1338.Superseded values are not recommended for survey control.
 FB1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1338.See file dsdata.txt to determine how the superseded data were derived.
 FB1338
 FB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV993622(NAD 83)
 FB1338_MARKER: DD = SURVEY DISK
 FB1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1338_STAMPING: TT 13 T 1928
 FB1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1338+STABILITY: SURFACE MOTION
 FB1338
 FB1338  HISTORY     - Date     Condition        Report By
 FB1338  HISTORY     - 1928     MONUMENTED       USGS
 FB1338  HISTORY     - 1938     GOOD             TVA
 FB1338
 FB1338                          STATION DESCRIPTION
 FB1338
 FB1338'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1338'3.4 MI SE FROM COSBY.
 FB1338'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1338'COUNTY, 1.1 MILES SOUTHWEST OF CATONS GROVE, 0.5 MILE SOUTHWEST
 FB1338'OF THE JUNCTION OF THE GROUNDHOG CREEK ROAD, 430 FEET WEST OF THE
 FB1338'CENTER OF A CONCRETE BRIDGE OVER COSBY CREEK, 400 FEET NORTHWEST
 FB1338'OF A ROAD FORK, 89 FEET SOUTH OF COSBY CREEK, ON THE OLD COSBY
 FB1338'CREEK ROAD, AND 56.6 FEET NORTHEAST OF THE EAST CORNER OF A
 FB1338'BUNGALOW.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB1338'STAMPED TT 13 T 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0179 ***********************************************************************
 GB0179  DESIGNATION -  TT 133 E
 GB0179  PID         -  GB0179
 GB0179  STATE/COUNTY-  TN/SCOTT
 GB0179  USGS QUAD   -  KETCHEN (1982)
 GB0179
 GB0179                         *CURRENT SURVEY CONTROL
 GB0179  ___________________________________________________________________
 GB0179* NAD 83(1986)-  36 35 15.     (N)    084 16 36.     (W)     SCALED    
 GB0179* NAVD 88     -       316.808  (meters)    1039.39   (feet)  ADJUSTED  
 GB0179  ___________________________________________________________________
 GB0179  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0179  DYNAMIC HT  -         316.539 (meters)    1038.51  (feet)  COMP
 GB0179  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 GB0179
 GB0179  VERT ORDER  -  SECOND    CLASS 0
 GB0179
 GB0179.The horizontal coordinates were scaled from a topographic map and have
 GB0179.an estimated accuracy of +/- 6 seconds.
 GB0179
 GB0179.The orthometric height was determined by differential leveling
 GB0179.and adjusted by the National Geodetic Survey in June 1991..
 GB0179
 GB0179.The geoid height was determined by GEOID03.
 GB0179
 GB0179.The dynamic height is computed by dividing the NAVD 88
 GB0179.geopotential number by the normal gravity value computed on the
 GB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0179.degrees latitude (g = 980.6199 gals.).
 GB0179
 GB0179.The modeled gravity was interpolated from observed gravity values.
 GB0179
 GB0179;                    North         East    Units  Estimated Accuracy
 GB0179;SPC TN       -   251,460.      754,220.      MT  (+/- 180 meters Scaled)
 GB0179
 GB0179                          SUPERSEDED SURVEY CONTROL
 GB0179
 GB0179  NGVD 29 (??/??/92)  316.942  (m)         1039.83   (f) ADJ UNCH    2 0
 GB0179
 GB0179.Superseded values are not recommended for survey control.
 GB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0179.See file dsdata.txt to determine how the superseded data were derived.
 GB0179
 GB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF436525(NAD 83)
 GB0179_MARKER: DD = SURVEY DISK
 GB0179_SETTING: 66 = SET IN ROCK OUTCROP
 GB0179_SP_SET: ROCK OUTCROP
 GB0179_STAMPING: TT 133 E 1930 1039.834
 GB0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0179+STABILITY: POSITION/ELEVATION WELL
 GB0179
 GB0179  HISTORY     - Date     Condition        Report By
 GB0179  HISTORY     - 1930     MONUMENTED       USGS
 GB0179  HISTORY     - 1951     GOOD             NGS
 GB0179  HISTORY     - 1957     POOR             NGS
 GB0179
 GB0179                          STATION DESCRIPTION
 GB0179
 GB0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0179'5.4 MI SW FROM AYERS.
 GB0179'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE
 GB0179'AT AYERS THENCE ABOUT 3.7 MILES SOUTHWEST ALONG A DIRT ROAD
 GB0179'ABOUT 1/2 MILE SOUTHWEST OF THE KENTUCKY-TENNESSEE STATE
 GB0179'LINE, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF A LOGGING
 GB0179'ROAD LEADING SOUTH, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 GB0179'SLANTING OUTCROP OF ROCK, 43 FEET NORTHEAST OF A 36-INCH BEECH
 GB0179'NUT TREE, 20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3
 GB0179'FEET NORTH OF THE SOUTH EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE
 GB0179'THE ROAD.
 GB0179
 GB0179                          STATION RECOVERY (1957)
 GB0179
 GB0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0179'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2290 ***********************************************************************
 FE2290  DESIGNATION -  TT 14
 FE2290  PID         -  FE2290
 FE2290  STATE/COUNTY-  TN/MADISON
 FE2290  USGS QUAD   -  TEAGUE (1981)
 FE2290
 FE2290                         *CURRENT SURVEY CONTROL
 FE2290  ___________________________________________________________________
 FE2290* NAD 83(1995)-  35 28 07.39920(N)    088 54 04.96285(W)     ADJUSTED  
 FE2290* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 FE2290  ___________________________________________________________________
 FE2290  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FE2290  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2290
 FE2290  HORZ ORDER  -  SECOND
 FE2290
 FE2290.The horizontal coordinates were established by classical geodetic methods
 FE2290.and adjusted by the National Geodetic Survey in April 1999..
 FE2290
 FE2290.The orthometric height was scaled from a topographic map.
 FE2290
 FE2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2290
 FE2290.The geoid height was determined by GEOID03.
 FE2290
 FE2290;                    North         East     Units Scale Factor Converg.
 FE2290;SPC TN       -   129,873.817   336,704.518   MT  0.99996861   -1 41 54.9
 FE2290;SPC TN       -   426,094.35  1,104,671.41   sFT  0.99996861   -1 41 54.9
 FE2290;UTM  16      - 3,926,685.945   327,480.829   MT  0.99996679   -1 06 12.8
 FE2290
 FE2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2290!SPC TN       -   0.99997412  x   0.99996861  =   0.99994273
 FE2290!UTM  16      -   0.99997412  x   0.99996679  =   0.99994091
 FE2290
 FE2290                          SUPERSEDED SURVEY CONTROL
 FE2290
 FE2290  NAD 83(1995)-  35 28 07.40499(N)    088 54 04.96722(W) AD(       ) 2
 FE2290  NAD 83(1986)-  35 28 07.41093(N)    088 54 04.96366(W) AD(       ) 2
 FE2290  NAD 27      -  35 28 07.13040(N)    088 54 04.75060(W) AD(       ) 2
 FE2290
 FE2290.Superseded values are not recommended for survey control.
 FE2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2290.See file dsdata.txt to determine how the superseded data were derived.
 FE2290
 FE2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2748126686(NAD 83)
 FE2290_MARKER: DD = SURVEY DISK
 FE2290_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FE2290_STAMPING: TT 14 1947
 FE2290_MARK LOGO: TVA   
 FE2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2290
 FE2290  HISTORY     - Date     Condition        Report By
 FE2290  HISTORY     - 1958     MONUMENTED       TVA
 FE2290
 FE2290                          STATION DESCRIPTION
 FE2290
 FE2290'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FE2290'TO REACH THE STATION FROM THE MEDON BAPTIST CHURCH IN MEDON, GO NORTH
 FE2290'STATE HIGHWAY 18 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FE2290'0.3 MILE TO A Y-INTERSECTION. BEAR RIGHT AND GO 1.75 MILES TO MEDON
 FE2290'AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR 0.15 MILE TO A
 FE2290'Y-INTERSECTION AND THE STATION IN THE FORK.
 FE2290'
 FE2290'TT 14 1947 IS 14 FEET WEST OF THE
 FE2290'CENTERLINE OF A DIRT ROAD, 21 FEET SOUTHEAST OF A 2 FOOT OAK TREE
 FE2290'AND 46 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD. IT IS A
 FE2290'TENNESSEE VALLEY AUTHORITY MARK SET IN THE TOP OF A PRECAST
 FE2290'CONCRETE POST PROJECTING 1 FOOT AND STAMPED TT 14 TVA 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2486 ***********************************************************************
 FB2486  DESIGNATION -  TT 14 D
 FB2486  PID         -  FB2486
 FB2486  STATE/COUNTY-  TN/COCKE
 FB2486  USGS QUAD   -  MOUNT GUYOT (1964)
 FB2486
 FB2486                         *CURRENT SURVEY CONTROL
 FB2486  ___________________________________________________________________
 FB2486* NAD 83(1995)-  35 42 19.03423(N)    083 15 26.92013(W)     ADJUSTED  
 FB2486* NAVD 88     -      2018.     (meters)    6621.     (feet)  SCALED    
 FB2486  ___________________________________________________________________
 FB2486  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FB2486  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FB2486
 FB2486  HORZ ORDER  -  FIRST
 FB2486
 FB2486.The horizontal coordinates were established by classical geodetic methods
 FB2486.and adjusted by the National Geodetic Survey in April 1999..
 FB2486
 FB2486.The orthometric height was scaled from a topographic map.
 FB2486
 FB2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2486
 FB2486.The geoid height was determined by GEOID03.
 FB2486
 FB2486;                    North         East     Units Scale Factor Converg.
 FB2486;SPC TN       -   155,693.983   848,148.010   MT  0.99995091   +1 36 20.1
 FB2486;SPC TN       -   510,806.01  2,782,632.26   sFT  0.99995091   +1 36 20.1
 FB2486;SPC NC       -   225,162.949   224,463.293   MT  0.99990384   -2 27 26.2
 FB2486;SPC NC       -   738,722.11    736,426.65   sFT  0.99990384   -2 27 26.2
 FB2486;UTM  17      - 3,953,610.154   295,767.583   MT  1.00011401   -1 19 04.6
 FB2486
 FB2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2486!SPC TN       -   0.99968791  x   0.99995091  =   0.99963883
 FB2486!SPC NC       -   0.99968791  x   0.99990384  =   0.99959178
 FB2486!UTM  17      -   0.99968791  x   1.00011401  =   0.99980188
 FB2486
 FB2486|---------------------------------------------------------------------|
 FB2486| PID    Reference Object                     Distance      Geod. Az  |
 FB2486|                                                           dddmmss.s |
 FB2486| CZ4835 GUYOT RM 2                           17.020 METERS 05723     |
 FB2486| CZ4834 GUYOT RM 1                            9.600 METERS 32507     |
 FB2486| FB2498 ENGLISH RESET                       APPROX.22.0 KM 3502908.9 |
 FB2486|---------------------------------------------------------------------|
 FB2486
 FB2486                          SUPERSEDED SURVEY CONTROL
 FB2486
 FB2486  NAD 83(1995)-  35 42 19.03696(N)    083 15 26.92048(W) AD(       ) 1
 FB2486  NAD 83(1986)-  35 42 19.04350(N)    083 15 26.92216(W) AD(       ) 1
 FB2486  NAD 27      -  35 42 18.69600(N)    083 15 27.37800(W) AD(       ) 1
 FB2486
 FB2486.Superseded values are not recommended for survey control.
 FB2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2486.See file dsdata.txt to determine how the superseded data were derived.
 FB2486
 FB2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9576853610(NAD 83)
 FB2486_MARKER: DD = SURVEY DISK
 FB2486_SETTING: 0 = UNSPECIFIED SETTING
 FB2486
 FB2486  HISTORY     - Date     Condition        Report By
 FB2486  HISTORY     - 1933     MONUMENTED       USGS
 FB2486
 FB2486                          STATION DESCRIPTION
 FB2486
 FB2486'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (MAH)
 FB2486'ABOUT 18 MILES WEST OF SOUTH OF NEWPORT, ON SUMMIT OF MOUNT GUYOT, A
 FB2486'PEAK OF THE GREAT SMOKY MOUNTAINS ON DIVIDE BETWEEN NORTH
 FB2486'CAROLINA AND TENNESSEE, AT HEADWATERS OF LEFT PRONG OF LITTLE PIGEON
 FB2486'RIVER AND COSBYS CREEK ON THE NORTH AND BIG CREEK AND RAVEN
 FB2486'FORK ON THE SOUTH. TO REACH FROM NEWPORT, GO SOUTH ABOUT 17 MILES ON
 FB2486'ROUTE 75 TO COSBY POST OFFICE, CONTINUE SOUTH 0.15 MILE,
 FB2486'CROSS BRIDGE, TURN RIGHT ONTO GRAVEL ROAD, PROCEED 2.6 MILES TO W. L.
 FB2486'VALENTINES HOME AND NURSERY, CONTINUE 0.3 MILE, CROSS BRIDGE,
 FB2486'TURN LEFT ONTO DIM ROAD, FOLLOW MAIN-TRAVELED ROAD 1.7 MILES
 FB2486'TO TOP OF GRADE, FOLLOW RIGHT FORK 0.8 MILE DOWN HILL TO END OF ROAD
 FB2486'AT OLD HOUSE AND BARNS WHICH HAVE BEEN PARTIALLY TORN DOWN.
 FB2486'FOLLOW TRAIL WHICH LEADS SOUTH ALONG WEST SIDE OF CORN PATCH FROM
 FB2486'BETWEEN BARN ON LEFT AND CHICKEN YARD ON RIGHT, AT POLE GATE
 FB2486'AT SMALL HUT FOLLOW TRAIL TO RIGHT (WEST) LEADING TO INDIAN CAMP
 FB2486'CREEK, CROSS CREEK, PROCEED ABOUT 200 YARDS, FOLLOW LEFT
 FB2486'FORK OF TRAIL TO TOP OF BALSAM KNOB (USGS BM 6355.9 PAINTED ON
 FB2486'TREE AT THIS POINT), AND FOLLOW LEFT TRAIL ALONG RIDGE ABOUT 3/4
 FB2486'MILE. NEAR SUMMIT OF MOUNT GUYOT, APPALACHIAN TRAIL
 FB2486'CONTINUES ON OVER RIDGE TO LEFT. BEAR RIGHT ON UP TO PEAK WHICH IS
 FB2486'ABOUT 100 YARDS DISTANT. STATION MARK IS STANDARD U. S.
 FB2486'GEOLOGICAL SURVEY DISK STAMPED TT STA. NO 14 D 1929, IN DRILL HOLE IN
 FB2486'8-BY 8-INCH SANDSTONE SET 24 INCHES IN GROUND. STATION WAS
 FB2486'FIRST USED BY U. S. GEOLOGICAL SURVEY IN 1928 AS TRIANGULATION
 FB2486'STATION. IN 1929 THEY USED IT AS A TRANSIT TRAVERSE
 FB2486'STATION. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BURIED
 FB2486'BOULDERS.  NO. 1 IS 9.60 METERS (31.5 FEET) FROM STATION
 FB2486'N 34 DEG 53 MIN W.  NO. 2 IS 17.02 METERS (55.8 FEET) FROM
 FB2486'STATION N 57 DEG 23 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1830 ***********************************************************************
 GA1830  DESIGNATION -  TT 14 H
 GA1830  PID         -  GA1830
 GA1830  STATE/COUNTY-  TN/JEFFERSON
 GA1830  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1830
 GA1830                         *CURRENT SURVEY CONTROL
 GA1830  ___________________________________________________________________
 GA1830* NAD 83(1986)-  36 07 17.     (N)    083 29 23.     (W)     SCALED    
 GA1830* NAVD 88     -       356.120  (meters)    1168.37   (feet)  POSTED    
 GA1830  ___________________________________________________________________
 GA1830  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1830  DYNAMIC HT  -         355.790 (meters)    1167.29  (feet)  COMP
 GA1830  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 GA1830
 GA1830  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA1830
 GA1830.The horizontal coordinates were scaled from a topographic map and have
 GA1830.an estimated accuracy of +/- 6 seconds.
 GA1830
 GA1830.The orthometric height was determined by differential leveling
 GA1830.and adjusted by the National Geodetic Survey in 1992..
 GA1830.No vertical observational check was made to the station.
 GA1830.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA1830.was located on a no-check spur therefore a value was not computed.
 GA1830
 GA1830.The geoid height was determined by GEOID03.
 GA1830
 GA1830.The dynamic height is computed by dividing the NAVD 88
 GA1830.geopotential number by the normal gravity value computed on the
 GA1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1830.degrees latitude (g = 980.6199 gals.).
 GA1830
 GA1830.The modeled gravity was interpolated from observed gravity values.
 GA1830
 GA1830;                    North         East    Units  Estimated Accuracy
 GA1830;SPC TN       -   201,280.      825,960.      MT  (+/- 180 meters Scaled)
 GA1830
 GA1830                          SUPERSEDED SURVEY CONTROL
 GA1830
 GA1830  NGVD 29 (??/??/92)  356.246  (m)         1168.78   (f) ADJ UNCH    1 2
 GA1830
 GA1830.Superseded values are not recommended for survey control.
 GA1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1830.See file dsdata.txt to determine how the superseded data were derived.
 GA1830
 GA1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA759002(NAD 83)
 GA1830_MARKER: DD = SURVEY DISK
 GA1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1830_STAMPING: TT 14 H
 GA1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1830+STABILITY: SURFACE MOTION
 GA1830
 GA1830  HISTORY     - Date     Condition        Report By
 GA1830  HISTORY     - UNK      MONUMENTED       USGS
 GA1830  HISTORY     - 1936     GOOD             NGS
 GA1830  HISTORY     - 1967     POOR             NGS
 GA1830
 GA1830                          STATION DESCRIPTION
 GA1830
 GA1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA1830'AT JEFFERSON CITY.
 GA1830'AT JEFFERSON CITY, ON THE CARSON NEWMAN COLLEGE CAMPUS, 500 FEET
 GA1830'SOUTHEAST OF THE ADMINISTRATION BUILDING, 400 FEET WEST OF BLANC
 GA1830'DAVIS HALL, 33 FEET NORTH OF THE CENTERLINE OF COLLEGE STREET,
 GA1830'AND 33 FEET WEST OF THE CENTERLINE OF BRANNER STREET.  A UNITED
 GA1830'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 14 H AND SET
 GA1830'IN A CONCRETE POST.
 GA1830
 GA1830                          STATION RECOVERY (1967)
 GA1830
 GA1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1830'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1899 ***********************************************************************
 FC1899  DESIGNATION -  TT 14 TH
 FC1899  PID         -  FC1899
 FC1899  STATE/COUNTY-  TN/FRANKLIN
 FC1899  USGS QUAD   -  SINKING COVE (1982)
 FC1899
 FC1899                         *CURRENT SURVEY CONTROL
 FC1899  ___________________________________________________________________
 FC1899* NAD 83(1995)-  35 00 11.23839(N)    085 53 50.56903(W)     ADJUSTED  
 FC1899* NAVD 88     -       197.8    (meters)     649.     (feet)  VERTCON   
 FC1899  ___________________________________________________________________
 FC1899  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FC1899  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1899
 FC1899  HORZ ORDER  -  SECOND
 FC1899
 FC1899.The horizontal coordinates were established by classical geodetic methods
 FC1899.and adjusted by the National Geodetic Survey in April 1999..
 FC1899
 FC1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1899
 FC1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1899
 FC1899.The geoid height was determined by GEOID03.
 FC1899
 FC1899;                    North         East     Units Scale Factor Converg.
 FC1899;SPC TN       -    74,319.390   609,368.102   MT  1.00005274   +0 03 36.3
 FC1899;SPC TN       -   243,829.53  1,999,235.18   sFT  1.00005274   +0 03 36.3
 FC1899;UTM  16      - 3,873,944.636   600,614.194   MT  0.99972476   +0 37 57.1
 FC1899
 FC1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1899!SPC TN       -   0.99997347  x   1.00005274  =   1.00002621
 FC1899!UTM  16      -   0.99997347  x   0.99972476  =   0.99969824
 FC1899
 FC1899:                Primary Azimuth Mark                     Grid Az
 FC1899:SPC TN       -  TT 14 TH AZ MK                           325 12 40.6
 FC1899:UTM  16      -  TT 14 TH AZ MK                           324 38 19.8
 FC1899
 FC1899|---------------------------------------------------------------------|
 FC1899| PID    Reference Object                     Distance      Geod. Az  |
 FC1899|                                                           dddmmss.s |
 FC1899| FC1901 TT 14 TH AZ MK                      APPROX. 0.6 KM 3251616.9 |
 FC1899|---------------------------------------------------------------------|
 FC1899
 FC1899                          SUPERSEDED SURVEY CONTROL
 FC1899
 FC1899  NAD 83(1995)-  35 00 11.23901(N)    085 53 50.56916(W) AD(       ) 2
 FC1899  NAD 83(1995)-  35 00 11.23964(N)    085 53 50.56990(W) AD(       ) 2
 FC1899  NAD 83(1995)-  35 00 11.24305(N)    085 53 50.56853(W) AD(       ) 2
 FC1899  NAD 83(1986)-  35 00 11.24371(N)    085 53 50.56857(W) AD(       ) 2
 FC1899  NAD 27      -  35 00 10.94219(N)    085 53 50.64253(W) AD(       ) 2
 FC1899  NGVD 29 (07/19/86)  197.8    (m)          649.     (f) VERT ANG       
 FC1899
 FC1899.Superseded values are not recommended for survey control.
 FC1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1899.See file dsdata.txt to determine how the superseded data were derived.
 FC1899
 FC1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0061473945(NAD 83)
 FC1899_MARKER: DD = SURVEY DISK
 FC1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1899_MARK LOGO: USGS  
 FC1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1899+STABILITY: SURFACE MOTION
 FC1899
 FC1899  HISTORY     - Date     Condition        Report By
 FC1899  HISTORY     - 1979     MONUMENTED       NGS
 FC1899
 FC1899                          STATION DESCRIPTION
 FC1899
 FC1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1899'THE STATION IS LOCATED ABOUT 18 MILES WEST-SOUTHWEST OF JASPER,
 FC1899'14 MILES SOUTH-SOUTHWEST OF MONTEAGLE, 8-1/2 MILES WEST OF SOUTH
 FC1899'PITTSBURG, 6 MILES SOUTHEAST OF SHERWOOD AND IN MR. W.W. STEVENS
 FC1899'YARD, HIS ADDRESS IS ROUTE 1, SHERWOOD, TENNESSEE 37376, PHONE
 FC1899'NUMBER 598-0589.
 FC1899'
 FC1899'TO REACH THE STATION FROM THE POST OFFICE IN SHERWOOD, GO
 FC1899'SOUTH ON STATE HIGHWAY 56 FOR 4.85 MILES TO HUGHES MARKET ON THE
 FC1899'RIGHT.  CONTINUE SOUTHERLY ON STATE HIGHWAY 56 FOR 0.6 MILE TO
 FC1899'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.35 MILE TO
 FC1899'THE STATION ON RIGHT, AS DESCRIBED.
 FC1899'
 FC1899'THE STATION IS A STANDARD USGS DISK
 FC1899'STAMPED---TT 14 TH 1935---,
 FC1899'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 FC1899'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1899'43 FEET NORTH FROM THE NORTHEAST CORNER OF A BRICK HOUSE AND
 FC1899'18 FEET WEST FROM THE CENTER OF STATE HIGHWAY 56.
 FC1899'
 FC1899'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1899'STAMPED---TT 14 TH 1979---,
 FC1899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1899'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1899'20 FEET NORTH FROM  THE CENTER OF A DRIVEWAY,
 FC1899'17 FEET EAST FROM THE CENTER OF STATE HIGHWAY 56, AND
 FC1899'2 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN.
 FC1899'
 FC1899'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON STATE
 FC1899'HIGHWAY 56 FOR 0.35 MILE TO THE MARK ON RIGHT,
 FC1899'AS DESCRIBED.
 FC1899'
 FC1899'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1901 ***********************************************************************
 FC1901  DESIGNATION -  TT 14 TH AZ MK
 FC1901  PID         -  FC1901
 FC1901  STATE/COUNTY-  TN/FRANKLIN
 FC1901  USGS QUAD   -  SINKING COVE (1982)
 FC1901
 FC1901                         *CURRENT SURVEY CONTROL
 FC1901  ___________________________________________________________________
 FC1901* NAD 83(1995)-  35 00 28.26071(N)    085 54 04.91018(W)     ADJUSTED  
 FC1901* NAVD 88     -       197.3    (meters)     647.     (feet)  VERTCON   
 FC1901  ___________________________________________________________________
 FC1901  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FC1901  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1901
 FC1901  HORZ ORDER  -  SECOND
 FC1901
 FC1901.The horizontal coordinates were established by classical geodetic methods
 FC1901.and adjusted by the National Geodetic Survey in April 1999..
 FC1901
 FC1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1901
 FC1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1901
 FC1901.The geoid height was determined by GEOID03.
 FC1901
 FC1901;                    North         East     Units Scale Factor Converg.
 FC1901;SPC TN       -    74,843.618   609,003.908   MT  1.00005155   +0 03 27.9
 FC1901;SPC TN       -   245,549.44  1,998,040.32   sFT  1.00005155   +0 03 27.9
 FC1901;UTM  16      - 3,874,465.028   600,244.900   MT  0.99972385   +0 37 49.2
 FC1901
 FC1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1901!SPC TN       -   0.99997355  x   1.00005155  =   1.00002510
 FC1901!UTM  16      -   0.99997355  x   0.99972385  =   0.99969741
 FC1901
 FC1901                          SUPERSEDED SURVEY CONTROL
 FC1901
 FC1901  NAD 83(1995)-  35 00 28.26133(N)    085 54 04.91030(W) AD(       ) 2
 FC1901  NAD 83(1995)-  35 00 28.26197(N)    085 54 04.91103(W) AD(       ) 2
 FC1901  NAD 83(1995)-  35 00 28.26539(N)    085 54 04.90964(W) AD(       ) 2
 FC1901  NAD 83(1986)-  35 00 28.26605(N)    085 54 04.90966(W) AD(       ) 2
 FC1901  NAD 27      -  35 00 27.96469(N)    085 54 04.98362(W) AD(       ) 2
 FC1901  NGVD 29 (07/19/86)  197.3    (m)          647.     (f) VERT ANG       
 FC1901
 FC1901.Superseded values are not recommended for survey control.
 FC1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1901.See file dsdata.txt to determine how the superseded data were derived.
 FC1901
 FC1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0024574465(NAD 83)
 FC1901_MARKER: DZ = AZIMUTH MARK DISK
 FC1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1901_STAMPING: TT 14 TH 1979
 FC1901_MARK LOGO: NGS   
 FC1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1901+STABILITY: SURFACE MOTION
 FC1901
 FC1901  HISTORY     - Date     Condition        Report By
 FC1901  HISTORY     - 1979     MONUMENTED       NGS
 FC1901
 FC1901                          STATION DESCRIPTION
 FC1901
 FC1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1901'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTH-SOUTHWEST OF
 FC1901'MONTEAGLE, 8 MILES WEST OF SOUTH PITTSBURG, 5-1/2 MILES
 FC1901'SOUTHEAST OF SHERWOOD AND ON STATE HIGHWAY RIGHT-OF-WAY.
 FC1901'
 FC1901'TO REACH THE STATION FROM THE POST OFFICE IN SHERWOOD, GO
 FC1901'SOUTH ON STATE HIGHWAY 56 FOR 4.85 MILES TO HUGHES MARKET ON THE
 FC1901'RIGHT.  CONTINNUE SOUTHERLY ON STATE HIGHWAY 56 FOR 0.6 MILE TO
 FC1901'THE MARK ON LEFT, AS DESCRIBED.
 FC1901'
 FC1901'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FC1901'STAMPED---TT 14 TH 1979---,
 FC1901'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1901'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1901'20 FEET NORTH FROM THE CENTER OF A DRIVEWAY,
 FC1901'17 FEET EAST FROM THE CENTER OF STATE HIGHWAY 56, AND
 FC1901'2 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN.
 FC1901'
 FC1901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2374 ***********************************************************************
 GA2374  DESIGNATION -  TT 15 DL
 GA2374  PID         -  GA2374
 GA2374  STATE/COUNTY-  TN/SEVIER
 GA2374  USGS QUAD   -  MASCOT (1987)
 GA2374
 GA2374                         *CURRENT SURVEY CONTROL
 GA2374  ___________________________________________________________________
 GA2374* NAD 83(1986)-  36 00 37.     (N)    083 38 11.     (W)     SCALED    
 GA2374* NAVD 88     -       314.76   (+/-2cm)    1032.7    (feet)  VERTCON   
 GA2374  ___________________________________________________________________
 GA2374  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2374
 GA2374  VERT ORDER  -  ? (See Below)
 GA2374
 GA2374.The horizontal coordinates were scaled from a topographic map and have
 GA2374.an estimated accuracy of +/- 6 seconds.
 GA2374
 GA2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2374.The vertical order pertains to the NGVD 29 superseded value.
 GA2374
 GA2374.The geoid height was determined by GEOID03.
 GA2374
 GA2374;                    North         East    Units  Estimated Accuracy
 GA2374;SPC TN       -   188,630.      813,050.      MT  (+/- 180 meters Scaled)
 GA2374
 GA2374                          SUPERSEDED SURVEY CONTROL
 GA2374
 GA2374  NGVD 29 (??/??/92)  314.906  (m)         1033.15   (f) ADJ UNCH    ?  
 GA2374
 GA2374.Superseded values are not recommended for survey control.
 GA2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2374.See file dsdata.txt to determine how the superseded data were derived.
 GA2374
 GA2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV623883(NAD 83)
 GA2374_MARKER: DD = SURVEY DISK
 GA2374_SETTING: 66 = SET IN ROCK OUTCROP
 GA2374_SP_SET: ROCK OUTCROP
 GA2374_STAMPING: TT 15 DL 1934
 GA2374_MARK LOGO: USGS  
 GA2374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2374+STABILITY: POSITION/ELEVATION WELL
 GA2374
 GA2374  HISTORY     - Date     Condition        Report By
 GA2374  HISTORY     - 1934     MONUMENTED       USGS
 GA2374  HISTORY     - 1936     GOOD             TVA
 GA2374
 GA2374                          STATION DESCRIPTION
 GA2374
 GA2374'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2374'3.3 MI E FROM THORNGROVE.
 GA2374'IN SEVIER COUNTY, 3.3 MILES EAST ALONG THE PAW PAW HOLLOW ROAD
 GA2374'FROM THORNGROVE, KNOX COUNTY, 120 FEET SOUTHEAST OF A ROAD
 GA2374'INTERSECTION, AT THE PAW PAW HOLLOW BAPTIST CHURCH, 3 FEET
 GA2374'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND IN THE TOP
 GA2374'OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA2374'DISK, STAMPED TT 15 DL 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0870 ***********************************************************************
 GB0870  DESIGNATION -  TT 15 E
 GB0870  PID         -  GB0870
 GB0870  STATE/COUNTY-  TN/MORGAN
 GB0870  USGS QUAD   -  LANCING (1984)
 GB0870
 GB0870                         *CURRENT SURVEY CONTROL
 GB0870  ___________________________________________________________________
 GB0870* NAD 83(1986)-  36 07 12.     (N)    084 39 12.     (W)     SCALED    
 GB0870* NAVD 88     -       362.167  (meters)    1188.21   (feet)  ADJUSTED  
 GB0870  ___________________________________________________________________
 GB0870  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB0870  DYNAMIC HT  -         361.841 (meters)    1187.14  (feet)  COMP
 GB0870  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 GB0870
 GB0870  VERT ORDER  -  FIRST     CLASS I
 GB0870
 GB0870.The horizontal coordinates were scaled from a topographic map and have
 GB0870.an estimated accuracy of +/- 6 seconds.
 GB0870
 GB0870.The orthometric height was determined by differential leveling
 GB0870.and adjusted by the National Geodetic Survey in June 1991..
 GB0870
 GB0870.The geoid height was determined by GEOID03.
 GB0870
 GB0870.The dynamic height is computed by dividing the NAVD 88
 GB0870.geopotential number by the normal gravity value computed on the
 GB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0870.degrees latitude (g = 980.6199 gals.).
 GB0870
 GB0870.The modeled gravity was interpolated from observed gravity values.
 GB0870
 GB0870;                    North         East    Units  Estimated Accuracy
 GB0870;SPC TN       -   199,060.      721,230.      MT  (+/- 180 meters Scaled)
 GB0870
 GB0870                          SUPERSEDED SURVEY CONTROL
 GB0870
 GB0870  NGVD 29 (??/??/92)  362.279  (m)         1188.58   (f) ADJ UNCH    1 1
 GB0870
 GB0870.Superseded values are not recommended for survey control.
 GB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0870.See file dsdata.txt to determine how the superseded data were derived.
 GB0870
 GB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE111998(NAD 83)
 GB0870_MARKER: DD = SURVEY DISK
 GB0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0870_SP_SET: FOUNDATION
 GB0870_STAMPING: TT 15 E 1930
 GB0870_MARK LOGO: USGS  
 GB0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0870
 GB0870  HISTORY     - Date     Condition        Report By
 GB0870  HISTORY     - 1930     MONUMENTED       USGS
 GB0870  HISTORY     - 1968     GOOD             NGS
 GB0870
 GB0870                          STATION DESCRIPTION
 GB0870
 GB0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0870'AT LANCING.
 GB0870'AT LANCING, ALONG THE SOUTHERN RAILWAY, 110 FEET WEST OF THE
 GB0870'SOUTHWEST CORNER OF THE STATION, 0.1 MILE SOUTH OF THE POST OFFICE
 GB0870'BUILDING AT LANCING, SET IN THE TOP AND 1.7 FEET WEST OF THE
 GB0870'NORTHEAST CORNER OF THE STONE FOUNDATION FOR A HOUSE, 145 FEET WEST
 GB0870'OF THE WEST RAIL OF THE WEST TRACK, 163 FEET NORTHWEST OF THE CENTER
 GB0870'OF A CROSSING OF THE WEST TRACK OF THE RAILROAD AND STATE HIGHWAY
 GB0870'62, 17 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 GB0870'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0693 ***********************************************************************
 GB0693  DESIGNATION -  TT 16 DL
 GB0693  PID         -  GB0693
 GB0693  STATE/COUNTY-  TN/ANDERSON
 GB0693  USGS QUAD   -  NORRIS (1990)
 GB0693
 GB0693                         *CURRENT SURVEY CONTROL
 GB0693  ___________________________________________________________________
 GB0693* NAD 83(1986)-  36 08 16.     (N)    084 02 43.     (W)     SCALED    
 GB0693* NAVD 88     -       268.979  (meters)     882.48   (feet)  ADJUSTED  
 GB0693  ___________________________________________________________________
 GB0693  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0693  DYNAMIC HT  -         268.732 (meters)     881.66  (feet)  COMP
 GB0693  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GB0693
 GB0693  VERT ORDER  -  SECOND    CLASS 0
 GB0693
 GB0693.The horizontal coordinates were scaled from a topographic map and have
 GB0693.an estimated accuracy of +/- 6 seconds.
 GB0693
 GB0693.The orthometric height was determined by differential leveling
 GB0693.and adjusted by the National Geodetic Survey in June 1991..
 GB0693
 GB0693.The geoid height was determined by GEOID03.
 GB0693
 GB0693.The dynamic height is computed by dividing the NAVD 88
 GB0693.geopotential number by the normal gravity value computed on the
 GB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0693.degrees latitude (g = 980.6199 gals.).
 GB0693
 GB0693.The modeled gravity was interpolated from observed gravity values.
 GB0693
 GB0693;                    North         East    Units  Estimated Accuracy
 GB0693;SPC TN       -   201,960.      775,920.      MT  (+/- 180 meters Scaled)
 GB0693
 GB0693                          SUPERSEDED SURVEY CONTROL
 GB0693
 GB0693  NGVD 29 (??/??/92)  269.088  (m)          882.83   (f) ADJ UNCH    2 0
 GB0693
 GB0693.Superseded values are not recommended for survey control.
 GB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0693.See file dsdata.txt to determine how the superseded data were derived.
 GB0693
 GB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF658032(NAD 83)
 GB0693_MARKER: DD = SURVEY DISK
 GB0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0693_STAMPING: TT 16 DL 1935
 GB0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0693+STABILITY: SURFACE MOTION
 GB0693
 GB0693  HISTORY     - Date     Condition        Report By
 GB0693  HISTORY     - 1935     MONUMENTED       USGS
 GB0693  HISTORY     - 1961     GOOD             NGS
 GB0693
 GB0693                          STATION DESCRIPTION
 GB0693
 GB0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0693'6.3 MI S FROM NORRIS.
 GB0693'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0693'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0693'THEN 3.2 MILES SOUTHEAST ON A GRAVELED ROAD, THEN 0.1 MILE EAST ON
 GB0693'A PAVED ROAD TO A Y JUNCTION.  THE BENCH MARK IS LOCATED AT THE
 GB0693'Y JUNCTION, 68 FT. EAST OF THE CENTER OF A PAVED ROAD, 21 FT. NORTH
 GB0693'OF THE CENTER OF A GRAVELED ROAD, 14 FT. SOUTH OF A 36-INCH ELM
 GB0693'TREE, AND 1 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GB0693'OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 GB0693'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0874 ***********************************************************************
 GB0874  DESIGNATION -  TT 16 E
 GB0874  PID         -  GB0874
 GB0874  STATE/COUNTY-  TN/MORGAN
 GB0874  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0874
 GB0874                         *CURRENT SURVEY CONTROL
 GB0874  ___________________________________________________________________
 GB0874* NAD 83(1986)-  36 09 17.     (N)    084 39 10.     (W)     SCALED    
 GB0874* NAVD 88     -       386.003  (meters)    1266.41   (feet)  ADJUSTED  
 GB0874  ___________________________________________________________________
 GB0874  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GB0874  DYNAMIC HT  -         385.659 (meters)    1265.28  (feet)  COMP
 GB0874  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB0874
 GB0874  VERT ORDER  -  FIRST     CLASS I
 GB0874
 GB0874.The horizontal coordinates were scaled from a topographic map and have
 GB0874.an estimated accuracy of +/- 6 seconds.
 GB0874
 GB0874.The orthometric height was determined by differential leveling
 GB0874.and adjusted by the National Geodetic Survey in June 1991..
 GB0874.WARNING-Repeat measurements at this control monument indicate possible
 GB0874.vertical movement.
 GB0874
 GB0874.The geoid height was determined by GEOID03.
 GB0874
 GB0874.The dynamic height is computed by dividing the NAVD 88
 GB0874.geopotential number by the normal gravity value computed on the
 GB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0874.degrees latitude (g = 980.6199 gals.).
 GB0874
 GB0874.The modeled gravity was interpolated from observed gravity values.
 GB0874
 GB0874;                    North         East    Units  Estimated Accuracy
 GB0874;SPC TN       -   202,920.      721,230.      MT  (+/- 180 meters Scaled)
 GB0874
 GB0874                          SUPERSEDED SURVEY CONTROL
 GB0874
 GB0874  NGVD 29 (??/??/92)  386.112  (m)         1266.77   (f) ADJ UNCH    1 1
 GB0874
 GB0874.Superseded values are not recommended for survey control.
 GB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0874.See file dsdata.txt to determine how the superseded data were derived.
 GB0874
 GB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF111036(NAD 83)
 GB0874_MARKER: DD = SURVEY DISK
 GB0874_SETTING: 66 = SET IN ROCK OUTCROP
 GB0874_SP_SET: ROCK OUTCROP
 GB0874_STAMPING: TT 16 E 1930
 GB0874_MARK LOGO: USGS  
 GB0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0874+STABILITY: POSITION/ELEVATION WELL
 GB0874
 GB0874  HISTORY     - Date     Condition        Report By
 GB0874  HISTORY     - 1930     MONUMENTED       USGS
 GB0874  HISTORY     - 1968     GOOD             NGS
 GB0874
 GB0874                          STATION DESCRIPTION
 GB0874
 GB0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0874'2.6 MI N FROM LANCING.
 GB0874'ABOUT 2.65 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0874'AT LANCING, 277 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE
 GB0874'RAILROAD AND A PRIVATE ROAD, A U.S. GEOLOGICAL SURVEY DISK SET IN
 GB0874'THE TOP OF A FLAT ROCK OUTCROP, 20 FEET NORTHEAST OF THE NORTHEAST
 GB0874'RAIL OF THE NORTHEAST TRACK, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GB0874'FACE OF THE NORTHEAST WALL OF A ROCK CUT, 3 1/2 FEET SOUTHWEST OF
 GB0874'A BLACK CHERRY TREE WHICH BEARS A METAL WITNESS SHIELD, 281.0 FEET
 GB0874'SOUTHEAST OF BENCH MARK T 191, AND ABOUT 4 FEET BELOW THE LEVEL
 GB0874'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0415 ***********************************************************************
 FD0415  DESIGNATION -  TT 16 MN
 FD0415  PID         -  FD0415
 FD0415  STATE/COUNTY-  TN/GILES
 FD0415  USGS QUAD   -  FRANKEWING (1982)
 FD0415
 FD0415                         *CURRENT SURVEY CONTROL
 FD0415  ___________________________________________________________________
 FD0415* NAD 83(1986)-  35 11 37.     (N)    086 52 15.     (W)     SCALED    
 FD0415* NAVD 88     -       240.816  (meters)     790.08   (feet)  ADJUSTED  
 FD0415  ___________________________________________________________________
 FD0415  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0415  DYNAMIC HT  -         240.592 (meters)     789.34  (feet)  COMP
 FD0415  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FD0415
 FD0415  VERT ORDER  -  SECOND    CLASS 0
 FD0415
 FD0415.The horizontal coordinates were scaled from a topographic map and have
 FD0415.an estimated accuracy of +/- 6 seconds.
 FD0415
 FD0415.The orthometric height was determined by differential leveling
 FD0415.and adjusted by the National Geodetic Survey in June 1991..
 FD0415
 FD0415.The geoid height was determined by GEOID03.
 FD0415
 FD0415.The dynamic height is computed by dividing the NAVD 88
 FD0415.geopotential number by the normal gravity value computed on the
 FD0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0415.degrees latitude (g = 980.6199 gals.).
 FD0415
 FD0415.The modeled gravity was interpolated from observed gravity values.
 FD0415
 FD0415;                    North         East    Units  Estimated Accuracy
 FD0415;SPC TN       -    95,800.      520,690.      MT  (+/- 180 meters Scaled)
 FD0415
 FD0415                          SUPERSEDED SURVEY CONTROL
 FD0415
 FD0415  NGVD 29 (??/??/92)  240.791  (m)          790.00   (f) ADJ UNCH    2 0
 FD0415
 FD0415.Superseded values are not recommended for survey control.
 FD0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0415.See file dsdata.txt to determine how the superseded data were derived.
 FD0415
 FD0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED117945(NAD 83)
 FD0415_MARKER: DD = SURVEY DISK
 FD0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0415_STAMPING: TT 16 MN 1935
 FD0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0415+STABILITY: SURFACE MOTION
 FD0415
 FD0415  HISTORY     - Date     Condition        Report By
 FD0415  HISTORY     - 1935     MONUMENTED       USGS
 FD0415  HISTORY     - 1960     GOOD             NGS
 FD0415
 FD0415                          STATION DESCRIPTION
 FD0415
 FD0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0415'5.2 MI N FROM BUNKER HILL.
 FD0415'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0415'FOR 4.4 MILES, THEN 0.85 MILE SOUTHEAST ON U.S. HIGHWAY 64
 FD0415'TO THE INTERSECTION OF A GRAVEL ROAD.  THE BENCH MARK IS 62 FT.
 FD0415'NORTHWEST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY
 FD0415'64 AND A GRAVEL ROAD, 64 FT. WEST OF THE CENTER OF A GRAVEL
 FD0415'ROAD, 29 FT. NORTH OF THE NORTH CONCRETE CULVERT UNDER U.S.
 FD0415'HIGHWAY 64, 2.5 FT. SOUTH OF A FENCE AND 1.4 FT. NORTH OF A
 FD0415'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0415'PROJECTING 6 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FD0415'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0416 ***********************************************************************
 FD0416  DESIGNATION -  TT 16 MN RESET
 FD0416  PID         -  FD0416
 FD0416  STATE/COUNTY-  TN/GILES
 FD0416  USGS QUAD   -  FRANKEWING (1982)
 FD0416
 FD0416                         *CURRENT SURVEY CONTROL
 FD0416  ___________________________________________________________________
 FD0416* NAD 83(1986)-  35 11 37.     (N)    086 52 15.     (W)     SCALED    
 FD0416* NAVD 88     -       223.75   (+/-2cm)     734.1    (feet)  VERTCON   
 FD0416  ___________________________________________________________________
 FD0416  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0416
 FD0416  VERT ORDER  -  THIRD (See Below)
 FD0416
 FD0416.The horizontal coordinates were scaled from a topographic map and have
 FD0416.an estimated accuracy of +/- 6 seconds.
 FD0416
 FD0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0416.The vertical order pertains to the NGVD 29 superseded value.
 FD0416
 FD0416.The geoid height was determined by GEOID03.
 FD0416
 FD0416;                    North         East    Units  Estimated Accuracy
 FD0416;SPC TN       -    95,800.      520,690.      MT  (+/- 180 meters Scaled)
 FD0416
 FD0416                          SUPERSEDED SURVEY CONTROL
 FD0416
 FD0416  NGVD 29 (??/??/??)  223.72   (m)          734.0    (f) RESET       3  
 FD0416
 FD0416.Superseded values are not recommended for survey control.
 FD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0416.See file dsdata.txt to determine how the superseded data were derived.
 FD0416
 FD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED117945(NAD 83)
 FD0416_MARKER: DD = SURVEY DISK
 FD0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0416_STAMPING: TT 16 MN 1935 RESET 1963
 FD0416_MARK LOGO: CGS   
 FD0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0416+STABILITY: SURFACE MOTION
 FD0416
 FD0416  HISTORY     - Date     Condition        Report By
 FD0416  HISTORY     - 1963     MONUMENTED       TNHD
 FD0416  HISTORY     - 1963     GOOD             NGS
 FD0416
 FD0416                          STATION DESCRIPTION
 FD0416
 FD0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FD0416'4.4 MI N FROM BUNKER HILL.
 FD0416'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO NORTH
 FD0416'ON A PAVED ROAD FOR 4.4 MILES, THEN GO 1.05 MILES SOUTHEAST
 FD0416'ON U.S. HIGHWAY 64 TO THE MARK ON THE LEFT.  THE MARK IS 30
 FD0416'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 64, 2 FEET
 FD0416'EAST OF UTILITY POLE NO. 219 AND 2.0 FEET NORTHEAST OF A
 FD0416'WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FD0416'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2463 ***********************************************************************
 GB2463  DESIGNATION -  TT 16 T
 GB2463  PID         -  GB2463
 GB2463  STATE/COUNTY-  TN/CLAY
 GB2463  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2463
 GB2463                         *CURRENT SURVEY CONTROL
 GB2463  ___________________________________________________________________
 GB2463* NAD 83(1995)-  36 30 45.52962(N)    085 48 17.19202(W)     ADJUSTED  
 GB2463* NAVD 88     -       314.22   (+/-2cm)    1030.9    (feet)  VERTCON   
 GB2463  ___________________________________________________________________
 GB2463  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GB2463  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB2463
 GB2463  HORZ ORDER  -  SECOND
 GB2463  VERT ORDER  -  THIRD ? (See Below)
 GB2463
 GB2463.The horizontal coordinates were established by classical geodetic methods
 GB2463.and adjusted by the National Geodetic Survey in April 1999..
 GB2463
 GB2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2463.The vertical order pertains to the NGVD 29 superseded value.
 GB2463
 GB2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2463
 GB2463.The geoid height was determined by GEOID03.
 GB2463
 GB2463;                    North         East     Units Scale Factor Converg.
 GB2463;SPC TN       -   241,816.934   617,487.838   MT  1.00001843   +0 06 51.5
 GB2463;SPC TN       -   793,361.06  2,025,874.68   sFT  1.00001843   +0 06 51.5
 GB2463;UTM  16      - 4,041,475.199   607,023.518   MT  0.99974112   +0 42 40.4
 GB2463
 GB2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2463!SPC TN       -   0.99995541  x   1.00001843  =   0.99997384
 GB2463!UTM  16      -   0.99995541  x   0.99974112  =   0.99969654
 GB2463
 GB2463                          SUPERSEDED SURVEY CONTROL
 GB2463
 GB2463  NAD 83(1995)-  36 30 45.53052(N)    085 48 17.19269(W) AD(       ) 2
 GB2463  NAD 83(1995)-  36 30 45.53816(N)    085 48 17.19678(W) AD(       ) 2
 GB2463  NAD 83(1986)-  36 30 45.53996(N)    085 48 17.19575(W) AD(       ) 2
 GB2463  NAD 27      -  36 30 45.32800(N)    085 48 17.27300(W) AD(       ) 2
 GB2463  NGVD 29 (07/19/86)  314.32   (m)         1031.2    (f) LEVELING    3  
 GB2463
 GB2463.Superseded values are not recommended for survey control.
 GB2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2463.See file dsdata.txt to determine how the superseded data were derived.
 GB2463
 GB2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0702441475(NAD 83)
 GB2463_MARKER: DB = BENCH MARK DISK
 GB2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2463_MARK LOGO: USGS  
 GB2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2463+STABILITY: SURFACE MOTION
 GB2463
 GB2463  HISTORY     - Date     Condition        Report By
 GB2463  HISTORY     - 1927     MONUMENTED       USGS
 GB2463
 GB2463                          STATION DESCRIPTION
 GB2463
 GB2463'DESCRIBED BY US GEOLOGICAL SURVEY 1927 (LWS)
 GB2463'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF TOMPKINSVILLE, 13
 GB2463'MILES EAST OF LAFAYETTE AND 3 MILES EAST OF RED BOILING SPRINGS.  IT
 GB2463'IS 58 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 30
 GB2463'FEET NORTH OF CENTER OF A PAVED ROAD AND 2 FEET WEST OF A FENCE
 GB2463'LINE.  THE MARK IS A 6 X 6 INCHES CONCRETE POST WHICH PROJECTS ABOUT
 GB2463'2 INCHES AND THE DISK IS A STANDARD USGS BM DISK STAMPED TT STA NO
 GB2463'16 T 1927.
 GB2463'
 GB2463'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BAKERTOWN.
 GB2463'THE DISTANCE WAS FOUND TO BE 26.482 METERS, (86.88 FEET).
 GB2463'
 GB2463'TO REACH STATION FROM THE MAIN CROSS STREET IN RED BOILING SPRINGS,
 GB2463'GO EAST AND SOUTH ON A PAVED ROAD FOR 3.05 MILES TO THE STATION ON
 GB2463'LEFT NEAR A FRAME HOUSE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1575 ***********************************************************************
 FE1575  DESIGNATION -  TT 168
 FE1575  PID         -  FE1575
 FE1575  STATE/COUNTY-  TN/LAUDERDALE
 FE1575  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1575
 FE1575                         *CURRENT SURVEY CONTROL
 FE1575  ___________________________________________________________________
 FE1575* NAD 83(1986)-  35 46 24.     (N)    089 36 57.     (W)     SCALED    
 FE1575* NAVD 88     -       100.787  (meters)     330.67   (feet)  ADJUSTED  
 FE1575  ___________________________________________________________________
 FE1575  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1575  DYNAMIC HT  -         100.701 (meters)     330.38  (feet)  COMP
 FE1575  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 FE1575
 FE1575  VERT ORDER  -  FIRST     CLASS I
 FE1575
 FE1575.The horizontal coordinates were scaled from a topographic map and have
 FE1575.an estimated accuracy of +/- 6 seconds.
 FE1575
 FE1575.The orthometric height was determined by differential leveling
 FE1575.and adjusted by the National Geodetic Survey in June 1991..
 FE1575
 FE1575.The geoid height was determined by GEOID03.
 FE1575
 FE1575.The dynamic height is computed by dividing the NAVD 88
 FE1575.geopotential number by the normal gravity value computed on the
 FE1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1575.degrees latitude (g = 980.6199 gals.).
 FE1575
 FE1575.The modeled gravity was interpolated from observed gravity values.
 FE1575
 FE1575;                    North         East    Units  Estimated Accuracy
 FE1575;SPC TN       -   165,810.      273,140.      MT  (+/- 180 meters Scaled)
 FE1575
 FE1575                          SUPERSEDED SURVEY CONTROL
 FE1575
 FE1575  NGVD 29 (??/??/??)  100.745  (m)          330.53   (f) ADJUSTED    1 1
 FE1575
 FE1575.Superseded values are not recommended for survey control.
 FE1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1575.See file dsdata.txt to determine how the superseded data were derived.
 FE1575
 FE1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE635619(NAD 83)
 FE1575_MARKER: DD = SURVEY DISK
 FE1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1575_STAMPING: TT 168 TVA 1947
 FE1575_MARK LOGO: TVA   
 FE1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1575+STABILITY: SURFACE MOTION
 FE1575
 FE1575  HISTORY     - Date     Condition        Report By
 FE1575  HISTORY     - 1947     MONUMENTED       USGS
 FE1575  HISTORY     - 1974     GOOD             NGS
 FE1575  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1575
 FE1575                          STATION DESCRIPTION
 FE1575
 FE1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1575'1.5 MI W FROM ARP.
 FE1575'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ELEMENTARY
 FE1575'SCHOOL AT ARP, 0.7 MILE WEST OF THE J.M. MORRIS STORE, 29 FEET
 FE1575'NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTHWEST OF THE
 FE1575'CENTER OF THE JUNCTION WITH A PAVED ROAD LEADING NORTH TOWARDS THE
 FE1575'WALNUT GROVE BAPTIST CHURCH, 58.5 FEET WEST OF AND ACROSS PAVED
 FE1575'ROAD FROM A TELEPHONE PEDESTAL W65, 68 FEET NORTHWEST OF AND
 FE1575'ACROSS STATE HIGHWAY 19 FROM A 15-INCH PECAN TREE, 24.4 FEET
 FE1575'WEST OF THE CENTER LINE OF A PAVED ROAD LEADING NORTH, 2.3 FEET
 FE1575'SOUTHEAST OF A PIPE POST SUPPORTING WALNUT GROVE CHURCH SIGN, 2
 FE1575'FEET ABOVE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE1575'3-INCHES.  NOTE-- SOMEONE HAS CHISELED THE DISK OFF, LEAVING
 FE1575'ONLY CENTER OF DISK.  MARK VERY GOOD YET, POST VERY SOLID, BUT
 FE1575'CLOSE TO SHOULDER.
 FE1575
 FE1575                          STATION RECOVERY (2002)
 FE1575
 FE1575'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1575'MARK DESTROYED. ONLY REMNANTS OF CONCRETE POST REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1777 ***********************************************************************
 FE1777  DESIGNATION -  TT 169
 FE1777  PID         -  FE1777
 FE1777  STATE/COUNTY-  TN/LAUDERDALE
 FE1777  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1777
 FE1777                         *CURRENT SURVEY CONTROL
 FE1777  ___________________________________________________________________
 FE1777* NAD 83(1986)-  35 45 57.     (N)    089 34 47.     (W)     SCALED    
 FE1777* NAVD 88     -       106.462  (meters)     349.28   (feet)  ADJUSTED  
 FE1777  ___________________________________________________________________
 FE1777  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1777  DYNAMIC HT  -         106.371 (meters)     348.99  (feet)  COMP
 FE1777  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 FE1777
 FE1777  VERT ORDER  -  FIRST     CLASS I
 FE1777
 FE1777.The horizontal coordinates were scaled from a topographic map and have
 FE1777.an estimated accuracy of +/- 6 seconds.
 FE1777
 FE1777.The orthometric height was determined by differential leveling
 FE1777.and adjusted by the National Geodetic Survey in June 1991..
 FE1777
 FE1777.The geoid height was determined by GEOID03.
 FE1777
 FE1777.The dynamic height is computed by dividing the NAVD 88
 FE1777.geopotential number by the normal gravity value computed on the
 FE1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1777.degrees latitude (g = 980.6199 gals.).
 FE1777
 FE1777.The modeled gravity was interpolated from observed gravity values.
 FE1777
 FE1777;                    North         East    Units  Estimated Accuracy
 FE1777;SPC TN       -   164,850.      276,380.      MT  (+/- 180 meters Scaled)
 FE1777
 FE1777                          SUPERSEDED SURVEY CONTROL
 FE1777
 FE1777  NGVD 29 (??/??/??)  106.422  (m)          349.15   (f) ADJUSTED    1 1
 FE1777
 FE1777.Superseded values are not recommended for survey control.
 FE1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1777.See file dsdata.txt to determine how the superseded data were derived.
 FE1777
 FE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE667610(NAD 83)
 FE1777_MARKER: DD = SURVEY DISK
 FE1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1777_STAMPING: TT 169 TVA 1947
 FE1777_MARK LOGO: TVA   
 FE1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1777+STABILITY: SURFACE MOTION
 FE1777
 FE1777  HISTORY     - Date     Condition        Report By
 FE1777  HISTORY     - 1947     MONUMENTED       USGS
 FE1777  HISTORY     - 1974     GOOD             NGS
 FE1777  HISTORY     - 20031014 POOR             INDIV
 FE1777
 FE1777                          STATION DESCRIPTION
 FE1777
 FE1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1777'0.8 MI E FROM ARP.
 FE1777'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 19 FROM THE ARP
 FE1777'ELEMENTARY SCHOOL, 116 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FE1777'CORNER OF A FRAME HOUSE, 26.5 FEET SOUTH OF THE CENTER LINE OF
 FE1777'STATE HIGHWAY 19, 16 FEET WEST OF THE CENTER LINE OF A GRAVEL
 FE1777'DRIVEWAY, 1.4 FEET NORTHEAST OF A POWER AND TELEPHONE POLE
 FE1777'COMBINED 29, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 FE1777'CONCRETE POST PROJECTING 12-INCHES.
 FE1777
 FE1777                          STATION RECOVERY (2003)
 FE1777
 FE1777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1777'THE MONUMENT IS INTACT BUT IS LEANING ABOUT 30 DEGREES OFF VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0763 ***********************************************************************
 FD0763  DESIGNATION -  TT 17
 FD0763  PID         -  FD0763
 FD0763  STATE/COUNTY-  TN/MAURY
 FD0763  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0763
 FD0763                         *CURRENT SURVEY CONTROL
 FD0763  ___________________________________________________________________
 FD0763* NAD 83(1986)-  35 32 42.     (N)    087 12 02.     (W)     SCALED    
 FD0763* NAVD 88     -       200.311  (meters)     657.19   (feet)  POSTED    
 FD0763  ___________________________________________________________________
 FD0763  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0763  DYNAMIC HT  -         200.130 (meters)     656.59  (feet)  COMP
 FD0763  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 FD0763
 FD0763  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FD0763
 FD0763.The horizontal coordinates were scaled from a topographic map and have
 FD0763.an estimated accuracy of +/- 6 seconds.
 FD0763
 FD0763.The orthometric height was determined by differential leveling
 FD0763.and adjusted by the National Geodetic Survey in 1992..
 FD0763.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FD0763.rate greater than 8.0 mm/km.
 FD0763
 FD0763.The geoid height was determined by GEOID03.
 FD0763
 FD0763.The dynamic height is computed by dividing the NAVD 88
 FD0763.geopotential number by the normal gravity value computed on the
 FD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0763.degrees latitude (g = 980.6199 gals.).
 FD0763
 FD0763.The modeled gravity was interpolated from observed gravity values.
 FD0763
 FD0763;                    North         East    Units  Estimated Accuracy
 FD0763;SPC TN       -   135,100.      491,140.      MT  (+/- 180 meters Scaled)
 FD0763
 FD0763                          SUPERSEDED SURVEY CONTROL
 FD0763
 FD0763  NGVD 29 (??/??/92)  200.304  (m)          657.16   (f) ADJ UNCH    2 0
 FD0763
 FD0763.Superseded values are not recommended for survey control.
 FD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0763.See file dsdata.txt to determine how the superseded data were derived.
 FD0763
 FD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE818335(NAD 83)
 FD0763_MARKER: DD = SURVEY DISK
 FD0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0763_STAMPING: TT - 17 1935
 FD0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0763+STABILITY: SURFACE MOTION
 FD0763
 FD0763  HISTORY     - Date     Condition        Report By
 FD0763  HISTORY     - 1935     MONUMENTED       USGS
 FD0763  HISTORY     - 1963     GOOD             TNHD
 FD0763  HISTORY     - 1982     MARK NOT FOUND   USGS
 FD0763
 FD0763                          STATION DESCRIPTION
 FD0763
 FD0763'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0763'0.8 MI N FROM MT PLEASANT.
 FD0763'FROM THE SQUARE IN MT. PLEASANT, GO NORTH ON U.S. HIGHWAY 43
 FD0763'FOR 0.8 MILE TO THE MARK ON THE LEFT, NEAR A CEMETERY AND THE
 FD0763'INTERSECTION OF A DIRT ROAD.  THE MARK IS 34 FEET NORTHWEST OF
 FD0763'THE CENTERLINE OF U.S. HIGHWAY 43, 28 FEET NORTHEAST OF THE
 FD0763'CENTERLINE OF A DIRT ROAD, 43 FEET NORTHEAST OF A ROCK WALL AT THE
 FD0763'CEMETERY, 9 FEET NORTH OF POWER POLE NO. 231, 3 FEET NORTHWEST OF
 FD0763'A FENCE AND 2 FEET NORTHWEST OF A WITNESS SIGN.  THE MARK IS A
 FD0763'STANDARD U.S.G.S. DISK SET IN THE TOP OF A 6-INCH SQUARE,
 FD0763'CONCRETE MONUMENT, PROJECTING 2 INCHES ABOVE THE GROUND.
 FD0763
 FD0763                          STATION RECOVERY (1982)
 FD0763
 FD0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FD0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0881 ***********************************************************************
 GB0881  DESIGNATION -  TT 17 E
 GB0881  PID         -  GB0881
 GB0881  STATE/COUNTY-  TN/MORGAN
 GB0881  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0881
 GB0881                         *CURRENT SURVEY CONTROL
 GB0881  ___________________________________________________________________
 GB0881* NAD 83(1986)-  36 11 39.     (N)    084 39 45.     (W)     SCALED    
 GB0881* NAVD 88     -       398.163  (meters)    1306.31   (feet)  POSTED    
 GB0881  ___________________________________________________________________
 GB0881  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0881  DYNAMIC HT  -         397.810 (meters)    1305.15  (feet)  COMP
 GB0881  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GB0881
 GB0881  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB0881
 GB0881.The horizontal coordinates were scaled from a topographic map and have
 GB0881.an estimated accuracy of +/- 6 seconds.
 GB0881
 GB0881.The orthometric height was determined by differential leveling
 GB0881.and adjusted by the National Geodetic Survey in 1992..
 GB0881.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB0881.rate of 1.1 thru 2.0 mm/km.
 GB0881
 GB0881.The geoid height was determined by GEOID03.
 GB0881
 GB0881.The dynamic height is computed by dividing the NAVD 88
 GB0881.geopotential number by the normal gravity value computed on the
 GB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0881.degrees latitude (g = 980.6199 gals.).
 GB0881
 GB0881.The modeled gravity was interpolated from observed gravity values.
 GB0881
 GB0881;                    North         East    Units  Estimated Accuracy
 GB0881;SPC TN       -   207,280.      720,290.      MT  (+/- 180 meters Scaled)
 GB0881
 GB0881                          SUPERSEDED SURVEY CONTROL
 GB0881
 GB0881  NGVD 29 (??/??/92)  398.263  (m)         1306.63   (f) ADJ UNCH    1 2
 GB0881
 GB0881.Superseded values are not recommended for survey control.
 GB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0881.See file dsdata.txt to determine how the superseded data were derived.
 GB0881
 GB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF101080(NAD 83)
 GB0881_MARKER: DD = SURVEY DISK
 GB0881_SETTING: 66 = SET IN ROCK OUTCROP
 GB0881_SP_SET: ROCK OUTCROP
 GB0881_STAMPING: TT 17 E 1930
 GB0881_MARK LOGO: USGS  
 GB0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0881+STABILITY: POSITION/ELEVATION WELL
 GB0881
 GB0881  HISTORY     - Date     Condition        Report By
 GB0881  HISTORY     - 1930     MONUMENTED       USGS
 GB0881  HISTORY     - 1950     GOOD             NGS
 GB0881  HISTORY     - 1968     MARK NOT FOUND   USGS
 GB0881
 GB0881                          STATION DESCRIPTION
 GB0881
 GB0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0881'4.8 MI N FROM LANCING.
 GB0881'ABOUT 4.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0881'STATION AT LANCING, SOUTH OF THE STATION AT
 GB0881'SUNBRIGHT, ABOUT 0.45 MILE SOUTH OF THE STATION SIGN AT PILOT
 GB0881'MOUNTAIN, ABOUT 370 YARDS SOUTH OF MILE POST 235, ABOUT 283 YARDS
 GB0881'NORTH OF BLOCK SIGNAL NO. 235.4, 21 FEET EAST OF THE EAST RAIL OF THE
 GB0881'EAST TRACK, 60 FEET WEST OF A TELEPHONE POLE, 37 1/2 FEET SOUTH
 GB0881'OF THE EAST END OF A 12-INCH SKEW CULVERT UNDER TRACKS, 72 FEET
 GB0881'WEST OF A FENCE LINE, SET IN THE TOP OF AN OUTCROPPING OF ROCK
 GB0881'ABOUT 1 FOOT UNDER GROUND, 2 FEET NORTHWEST OF A T.V.A. STEEL
 GB0881'WITNESS POST, AND ABOUT 4 FEET BELOW THE TRACK.  NOTE-- DISK
 GB0881'IS SLIGHTLY SLANTING AND ROD WAS HELD ON NORTH SIDE OF DISK
 GB0881'WHICH IS HIGH POINT.
 GB0881
 GB0881                          STATION RECOVERY (1968)
 GB0881
 GB0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GB0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1309 ***********************************************************************
 FB1309  DESIGNATION -  TT 17 G
 FB1309  PID         -  FB1309
 FB1309  STATE/COUNTY-  TN/SEVIER
 FB1309  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1309
 FB1309                         *CURRENT SURVEY CONTROL
 FB1309  ___________________________________________________________________
 FB1309* NAD 83(1986)-  35 53 57.     (N)    083 20 26.     (W)     SCALED    
 FB1309* NAVD 88     -       438.78   (+/-2cm)    1439.6    (feet)  VERTCON   
 FB1309  ___________________________________________________________________
 FB1309  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1309
 FB1309  VERT ORDER  -  ? (See Below)
 FB1309
 FB1309.The horizontal coordinates were scaled from a topographic map and have
 FB1309.an estimated accuracy of +/- 6 seconds.
 FB1309
 FB1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1309.The vertical order pertains to the NGVD 29 superseded value.
 FB1309
 FB1309.The geoid height was determined by GEOID03.
 FB1309
 FB1309;                    North         East    Units  Estimated Accuracy
 FB1309;SPC TN       -   176,990.      840,050.      MT  (+/- 180 meters Scaled)
 FB1309
 FB1309                          SUPERSEDED SURVEY CONTROL
 FB1309
 FB1309  NGVD 29 (??/??/92)  438.922  (m)         1440.03   (f) ADJ UNCH    ?  
 FB1309
 FB1309.Superseded values are not recommended for survey control.
 FB1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1309.See file dsdata.txt to determine how the superseded data were derived.
 FB1309
 FB1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV887752(NAD 83)
 FB1309_MARKER: DD = SURVEY DISK
 FB1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1309_STAMPING: TT 17 G 1934
 FB1309_MARK LOGO: USGS  
 FB1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1309+STABILITY: SURFACE MOTION
 FB1309
 FB1309  HISTORY     - Date     Condition        Report By
 FB1309  HISTORY     - 1934     MONUMENTED       USGS
 FB1309  HISTORY     - 1938     GOOD             TVA
 FB1309
 FB1309                          STATION DESCRIPTION
 FB1309
 FB1309'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1309'1.8 MI SE FROM BIRD CROSSROAD.
 FB1309'1.8 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD FROM BIRD
 FB1309'CROSSROAD, SEVIER COUNTY, NEAR BLOWING CAVE SCHOOL, 335 FEET
 FB1309'NORTH OF THE SCHOOLHOUSE, 110 FEET NORTHWEST OF THE CORNER OF A
 FB1309'SMALL CLEARING, AT THE SOUTHEAST CORNER OF A FIELD WHICH IS
 FB1309'SEPARATED FROM ANOTHER FIELD ON THE EAST BY A TIMBER GROWTH ALONG
 FB1309'A DRY GULCH, 93.5 FEET NORTHWEST OF A TIMBER BRIDGE OVER THE
 FB1309'GULCH, AT THE JUNCTION OF A ROAD LEADING NORTHEAST AND NORTHWEST
 FB1309'TO CHESTNUT HILL, 13.5 FEET NORTH OF THE CENTERLINE OF THE MAIN
 FB1309'ROAD, AND 2 FEET SOUTH OF A RAILFENCE LINE.  A UNITED STATES
 FB1309'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 17 G 1934 AND SET IN
 FB1309'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0320 ***********************************************************************
 FD0320  DESIGNATION -  TT 17 SS
 FD0320  PID         -  FD0320
 FD0320  STATE/COUNTY-  TN/LINCOLN
 FD0320  USGS QUAD   -  PETERSBURG (1980)
 FD0320
 FD0320                         *CURRENT SURVEY CONTROL
 FD0320  ___________________________________________________________________
 FD0320* NAD 83(1986)-  35 19 11.     (N)    086 38 13.     (W)     SCALED    
 FD0320* NAVD 88     -       227.597  (meters)     746.71   (feet)  ADJUSTED  
 FD0320  ___________________________________________________________________
 FD0320  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0320  DYNAMIC HT  -         227.389 (meters)     746.03  (feet)  COMP
 FD0320  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0320
 FD0320  VERT ORDER  -  FIRST     CLASS II
 FD0320
 FD0320.The horizontal coordinates were scaled from a topographic map and have
 FD0320.an estimated accuracy of +/- 6 seconds.
 FD0320
 FD0320.The orthometric height was determined by differential leveling
 FD0320.and adjusted by the National Geodetic Survey in June 1991..
 FD0320
 FD0320.The geoid height was determined by GEOID03.
 FD0320
 FD0320.The dynamic height is computed by dividing the NAVD 88
 FD0320.geopotential number by the normal gravity value computed on the
 FD0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0320.degrees latitude (g = 980.6199 gals.).
 FD0320
 FD0320.The modeled gravity was interpolated from observed gravity values.
 FD0320
 FD0320;                    North         East    Units  Estimated Accuracy
 FD0320;SPC TN       -   109,630.      542,080.      MT  (+/- 180 meters Scaled)
 FD0320
 FD0320                          SUPERSEDED SURVEY CONTROL
 FD0320
 FD0320  NGVD 29 (??/??/92)  227.576  (m)          746.64   (f) ADJ UNCH    1 2
 FD0320
 FD0320.Superseded values are not recommended for survey control.
 FD0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0320.See file dsdata.txt to determine how the superseded data were derived.
 FD0320
 FD0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE330085(NAD 83)
 FD0320_MARKER: DD = SURVEY DISK
 FD0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0320_STAMPING: TT 17 SS 1935
 FD0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0320+STABILITY: SURFACE MOTION
 FD0320
 FD0320  HISTORY     - Date     Condition        Report By
 FD0320  HISTORY     - 1935     MONUMENTED       USGS
 FD0320  HISTORY     - 1949     GOOD             NGS
 FD0320
 FD0320                          STATION DESCRIPTION
 FD0320
 FD0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0320'AT PETERSBURG.
 FD0320'AT PETERSBURG, IN THE EAST END OF THE SMALL GRASS PARK IN THE
 FD0320'CENTER OF THE CITY SQUARE, 29 FEET EAST OF THE EAST END OF THE
 FD0320'FLAG POLE FOUNDATION, 17.8 FEET EAST OF THE NORTHEAST CORNER OF
 FD0320'THE CITY WATER PUMP PIT, 17 FEET EAST-SOUTHEAST OF AN 18-INCH
 FD0320'MAPLE TREE, 4 FEET WEST OF THE EAST EDGE OF THE CONCRETE
 FD0320'CURBING AROUND GRASS PARK, AND SET IN THE TOP OF A CONCRETE POST
 FD0320'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0889 ***********************************************************************
 GB0889  DESIGNATION -  TT 18 E
 GB0889  PID         -  GB0889
 GB0889  STATE/COUNTY-  TN/MORGAN
 GB0889  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0889
 GB0889                         *CURRENT SURVEY CONTROL
 GB0889  ___________________________________________________________________
 GB0889* NAD 83(1986)-  36 14 35.     (N)    084 40 11.     (W)     SCALED    
 GB0889* NAVD 88     -       402.161  (meters)    1319.42   (feet)  ADJUSTED  
 GB0889  ___________________________________________________________________
 GB0889  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0889  DYNAMIC HT  -         401.809 (meters)    1318.27  (feet)  COMP
 GB0889  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 GB0889
 GB0889  VERT ORDER  -  FIRST     CLASS I
 GB0889
 GB0889.The horizontal coordinates were scaled from a topographic map and have
 GB0889.an estimated accuracy of +/- 6 seconds.
 GB0889
 GB0889.The orthometric height was determined by differential leveling
 GB0889.and adjusted by the National Geodetic Survey in June 1991..
 GB0889
 GB0889.The geoid height was determined by GEOID03.
 GB0889
 GB0889.The dynamic height is computed by dividing the NAVD 88
 GB0889.geopotential number by the normal gravity value computed on the
 GB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0889.degrees latitude (g = 980.6199 gals.).
 GB0889
 GB0889.The modeled gravity was interpolated from observed gravity values.
 GB0889
 GB0889;                    North         East    Units  Estimated Accuracy
 GB0889;SPC TN       -   212,700.      719,570.      MT  (+/- 180 meters Scaled)
 GB0889
 GB0889                          SUPERSEDED SURVEY CONTROL
 GB0889
 GB0889  NGVD 29 (??/??/92)  402.270  (m)         1319.78   (f) ADJ UNCH    1 1
 GB0889
 GB0889.Superseded values are not recommended for survey control.
 GB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0889.See file dsdata.txt to determine how the superseded data were derived.
 GB0889
 GB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF093134(NAD 83)
 GB0889_MARKER: DD = SURVEY DISK
 GB0889_SETTING: 66 = SET IN ROCK OUTCROP
 GB0889_SP_SET: ROCK OUTCROP
 GB0889_STAMPING: TT 18 E 1930
 GB0889_MARK LOGO: USGS  
 GB0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0889+STABILITY: POSITION/ELEVATION WELL
 GB0889
 GB0889  HISTORY     - Date     Condition        Report By
 GB0889  HISTORY     - 1930     MONUMENTED       USGS
 GB0889  HISTORY     - 1968     GOOD             NGS
 GB0889
 GB0889                          STATION DESCRIPTION
 GB0889
 GB0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0889'AT SUNBRIGHT.
 GB0889'AT SUNBRIGHT, 52 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE
 GB0889'POST OFFICE BUILDING, A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 GB0889'TOP OF A FLAT ROCK OUTCROP, 20 FEET SOUTH OF THE CENTERLINE OF A
 GB0889'PAVED ROAD, 198 FEET WEST OF THE WEST RAIL OF A SIDETRACK OF THE
 GB0889'SOUTHERN RAILWAY, 68 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GB0889'OF A THREE-STORY CINDER BLOCK BUILDING, 17 FEET EAST OF POWER
 GB0889'POLE NUMBER 7 J 167 177 2, 1.7 FEET NORTH OF A METAL WITNESS
 GB0889'POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1305 ***********************************************************************
 FB1305  DESIGNATION -  TT 18 G
 FB1305  PID         -  FB1305
 FB1305  STATE/COUNTY-  TN/SEVIER
 FB1305  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1305
 FB1305                         *CURRENT SURVEY CONTROL
 FB1305  ___________________________________________________________________
 FB1305* NAD 83(1986)-  35 52 48.     (N)    083 19 06.     (W)     SCALED    
 FB1305* NAVD 88     -       676.14   (+/-2cm)    2218.3    (feet)  VERTCON   
 FB1305  ___________________________________________________________________
 FB1305  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1305
 FB1305  VERT ORDER  -  ? (See Below)
 FB1305
 FB1305.The horizontal coordinates were scaled from a topographic map and have
 FB1305.an estimated accuracy of +/- 6 seconds.
 FB1305
 FB1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1305.The vertical order pertains to the NGVD 29 superseded value.
 FB1305
 FB1305.The geoid height was determined by GEOID03.
 FB1305
 FB1305;                    North         East    Units  Estimated Accuracy
 FB1305;SPC TN       -   174,920.      842,110.      MT  (+/- 180 meters Scaled)
 FB1305
 FB1305                          SUPERSEDED SURVEY CONTROL
 FB1305
 FB1305  NGVD 29 (??/??/92)  676.285  (m)         2218.78   (f) ADJ UNCH    ?  
 FB1305
 FB1305.Superseded values are not recommended for survey control.
 FB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1305.See file dsdata.txt to determine how the superseded data were derived.
 FB1305
 FB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV907731(NAD 83)
 FB1305_MARKER: DD = SURVEY DISK
 FB1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1305_STAMPING: TT 18 G 1934
 FB1305_MARK LOGO: USGS  
 FB1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1305+STABILITY: SURFACE MOTION
 FB1305
 FB1305  HISTORY     - Date     Condition        Report By
 FB1305  HISTORY     - 1934     MONUMENTED       USGS
 FB1305  HISTORY     - 1938     GOOD             TVA
 FB1305
 FB1305                          STATION DESCRIPTION
 FB1305
 FB1305'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1305'4.8 MI SE FROM BIRD CROSSROAD.
 FB1305'4.8 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1305'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, 0.4 MILE WEST OF THE
 FB1305'HEAD OF BOGARD CREEK, AT YELLOW SPRING ON ENGLISH MOUNTAIN, ON
 FB1305'THE TRAIL ACROSS YELLOW SPRING GAP FROM BOGARD TO BLOWING CAVE,
 FB1305'250 FEET NORTHWEST OF A CABIN IN A SMALL CLEARING, AND 6 FEET
 FB1305'NORTH OF A SMALL CREEK FLOWING FROM YELLOW SPRING.  A UNITED
 FB1305'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 18 G 1934 AND
 FB1305'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0218 ***********************************************************************
 FD0218  DESIGNATION -  TT 18 R
 FD0218  PID         -  FD0218
 FD0218  STATE/COUNTY-  TN/FRANKLIN
 FD0218  USGS QUAD   -  WINCHESTER (1971)
 FD0218
 FD0218                         *CURRENT SURVEY CONTROL
 FD0218  ___________________________________________________________________
 FD0218* NAD 83(1986)-  35 11 02.     (N)    086 06 40.     (W)     SCALED    
 FD0218* NAVD 88     -       298.623  (meters)     979.73   (feet)  ADJUSTED  
 FD0218  ___________________________________________________________________
 FD0218  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0218  DYNAMIC HT  -         298.331 (meters)     978.77  (feet)  COMP
 FD0218  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 FD0218
 FD0218  VERT ORDER  -  FIRST     CLASS II
 FD0218
 FD0218.The horizontal coordinates were scaled from a topographic map and have
 FD0218.an estimated accuracy of +/- 6 seconds.
 FD0218
 FD0218.The orthometric height was determined by differential leveling
 FD0218.and adjusted by the National Geodetic Survey in June 1991..
 FD0218
 FD0218.The geoid height was determined by GEOID03.
 FD0218
 FD0218.The dynamic height is computed by dividing the NAVD 88
 FD0218.geopotential number by the normal gravity value computed on the
 FD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0218.degrees latitude (g = 980.6199 gals.).
 FD0218
 FD0218.The modeled gravity was interpolated from observed gravity values.
 FD0218
 FD0218;                    North         East    Units  Estimated Accuracy
 FD0218;SPC TN       -    94,380.      589,880.      MT  (+/- 180 meters Scaled)
 FD0218
 FD0218                          SUPERSEDED SURVEY CONTROL
 FD0218
 FD0218  NGVD 29 (??/??/92)  298.596  (m)          979.64   (f) ADJ UNCH    1 2
 FD0218
 FD0218.Superseded values are not recommended for survey control.
 FD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0218.See file dsdata.txt to determine how the superseded data were derived.
 FD0218
 FD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED809937(NAD 83)
 FD0218_MARKER: DD = SURVEY DISK
 FD0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0218_SP_SET: BUILDING
 FD0218_STAMPING: TT 18 R 1935
 FD0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0218
 FD0218  HISTORY     - Date     Condition        Report By
 FD0218  HISTORY     - 1935     MONUMENTED       USGS
 FD0218  HISTORY     - 1949     GOOD             NGS
 FD0218
 FD0218                          STATION DESCRIPTION
 FD0218
 FD0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0218'AT WINCHESTER.
 FD0218'AT WINCHESTER, AT THE SOUTHWEST ENTRANCE TO THE POST OFFICE,
 FD0218'SET IN THE TOP OF THE SOUTHEAST BRICK BALUSTRADE AT SOUTHWEST
 FD0218'ENTRANCE, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE
 FD0218'AND ABOUT 4 1/2 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0898 ***********************************************************************
 GB0898  DESIGNATION -  TT 19 E
 GB0898  PID         -  GB0898
 GB0898  STATE/COUNTY-  TN/MORGAN
 GB0898  USGS QUAD   -  RUGBY (1984)
 GB0898
 GB0898                         *CURRENT SURVEY CONTROL
 GB0898  ___________________________________________________________________
 GB0898* NAD 83(1986)-  36 16 43.     (N)    084 39 12.     (W)     SCALED    
 GB0898* NAVD 88     -       432.139  (meters)    1417.78   (feet)  ADJUSTED  
 GB0898  ___________________________________________________________________
 GB0898  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0898  DYNAMIC HT  -         431.762 (meters)    1416.54  (feet)  COMP
 GB0898  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 GB0898
 GB0898  VERT ORDER  -  FIRST     CLASS I
 GB0898
 GB0898.The horizontal coordinates were scaled from a topographic map and have
 GB0898.an estimated accuracy of +/- 6 seconds.
 GB0898
 GB0898.The orthometric height was determined by differential leveling
 GB0898.and adjusted by the National Geodetic Survey in June 1991..
 GB0898.WARNING-Repeat measurements at this control monument indicate possible
 GB0898.vertical movement.
 GB0898
 GB0898.The geoid height was determined by GEOID03.
 GB0898
 GB0898.The dynamic height is computed by dividing the NAVD 88
 GB0898.geopotential number by the normal gravity value computed on the
 GB0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0898.degrees latitude (g = 980.6199 gals.).
 GB0898
 GB0898.The modeled gravity was interpolated from observed gravity values.
 GB0898
 GB0898;                    North         East    Units  Estimated Accuracy
 GB0898;SPC TN       -   216,660.      720,990.      MT  (+/- 180 meters Scaled)
 GB0898
 GB0898                          SUPERSEDED SURVEY CONTROL
 GB0898
 GB0898  NGVD 29 (??/??/92)  432.253  (m)         1418.15   (f) ADJ UNCH    1 1
 GB0898
 GB0898.Superseded values are not recommended for survey control.
 GB0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0898.See file dsdata.txt to determine how the superseded data were derived.
 GB0898
 GB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF107174(NAD 83)
 GB0898_MARKER: DD = SURVEY DISK
 GB0898_SETTING: 66 = SET IN ROCK OUTCROP
 GB0898_SP_SET: ROCK LEDGE
 GB0898_STAMPING: TT 19 E 1930
 GB0898_MARK LOGO: USGS  
 GB0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0898+STABILITY: POSITION/ELEVATION WELL
 GB0898
 GB0898  HISTORY     - Date     Condition        Report By
 GB0898  HISTORY     - 1930     MONUMENTED       USGS
 GB0898  HISTORY     - 1968     GOOD             NGS
 GB0898
 GB0898                          STATION DESCRIPTION
 GB0898
 GB0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0898'3.5 MI NE FROM SUNBRIGHT.
 GB0898'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0898'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0898'SOUTHERN RAILWAY, THENCE 3.15 MILES NORTHEAST ALONG THE MAIN
 GB0898'TRACK, 181 FEET NORTHEAST AND ACROSS THE TRACKS FROM MILEPOST
 GB0898'229, 28 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, A U.S.
 GB0898'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A LEDGE ON THE EAST
 GB0898'ROCK WALL OF A CUT FOR THE RAILROAD, 1.5 FEET EAST OF THE WEST
 GB0898'EDGE AND ABOVE THE LETTERS USTT WHICH ARE CUT IN THE WEST FACE
 GB0898'OF THE LEDGE, 222 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GB0898'ROAD, 22 1/2 FEET WEST OF THE CENTERLINE OF A TRAIL ROAD WHICH
 GB0898'PARALLELS THE TRACKS, 26 1/2 FEET NORTHEAST OF TELEPHONE POLE
 GB0898'NUMBER 5 G, 199.0 FEET SOUTHEAST OF BENCH MARK M 196, AND ABOUT
 GB0898'6 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1276 ***********************************************************************
 FB1276  DESIGNATION -  TT 19 G
 FB1276  PID         -  FB1276
 FB1276  STATE/COUNTY-  TN/COCKE
 FB1276  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1276
 FB1276                         *CURRENT SURVEY CONTROL
 FB1276  ___________________________________________________________________
 FB1276* NAD 83(1986)-  35 52 37.     (N)    083 15 36.     (W)     SCALED    
 FB1276* NAVD 88     -       388.06   (+/-2cm)    1273.2    (feet)  VERTCON   
 FB1276  ___________________________________________________________________
 FB1276  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1276
 FB1276  VERT ORDER  -  ? (See Below)
 FB1276
 FB1276.The horizontal coordinates were scaled from a topographic map and have
 FB1276.an estimated accuracy of +/- 6 seconds.
 FB1276
 FB1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1276.The vertical order pertains to the NGVD 29 superseded value.
 FB1276
 FB1276.The geoid height was determined by GEOID03.
 FB1276
 FB1276;                    North         East    Units  Estimated Accuracy
 FB1276;SPC TN       -   174,730.      847,390.      MT  (+/- 180 meters Scaled)
 FB1276
 FB1276                          SUPERSEDED SURVEY CONTROL
 FB1276
 FB1276  NGVD 29 (??/??/92)  388.222  (m)         1273.69   (f) ADJ UNCH    ?  
 FB1276
 FB1276.Superseded values are not recommended for survey control.
 FB1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1276.See file dsdata.txt to determine how the superseded data were derived.
 FB1276
 FB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV959726(NAD 83)
 FB1276_MARKER: DD = SURVEY DISK
 FB1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1276_STAMPING: TT 19 G 1934
 FB1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1276+STABILITY: SURFACE MOTION
 FB1276
 FB1276  HISTORY     - Date     Condition        Report By
 FB1276  HISTORY     - 1934     MONUMENTED       USGS
 FB1276  HISTORY     - 1938     GOOD             TVA
 FB1276
 FB1276                          STATION DESCRIPTION
 FB1276
 FB1276'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1276'0.2 MI W FROM JENKINS CHURCH.
 FB1276'0.2 MILE WEST OF JENKINS CHURCH, COCKE COUNTY, ON THE JONES
 FB1276'COVE ROAD, AT THE JUNCTION OF THE BOGARD ROAD, 75 FEET SOUTHWEST
 FB1276'OF A CONCRETE BRIDGE OVER BOGARD CREEK, ON THE PROPERTY OF
 FB1276'SMITH PETERS, AND 18 FEET SOUTH OF THE ROAD JUNCTION.  A UNITED
 FB1276'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 19 G 1934
 FB1276'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1443 ***********************************************************************
 FD1443  DESIGNATION -  TT 19 W
 FD1443  PID         -  FD1443
 FD1443  STATE/COUNTY-  TN/FRANKLIN
 FD1443  USGS QUAD   -  PITCHER RIDGE (1982)
 FD1443
 FD1443                         *CURRENT SURVEY CONTROL
 FD1443  ___________________________________________________________________
 FD1443* NAD 83(1995)-  35 07 00.28567(N)    086 01 51.74420(W)     ADJUSTED  
 FD1443* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 FD1443  ___________________________________________________________________
 FD1443  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1443  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1443
 FD1443  HORZ ORDER  -  SECOND
 FD1443
 FD1443.The horizontal coordinates were established by classical geodetic methods
 FD1443.and adjusted by the National Geodetic Survey in April 1999..
 FD1443
 FD1443.The orthometric height was scaled from a topographic map.
 FD1443
 FD1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1443
 FD1443.The geoid height was determined by GEOID03.
 FD1443
 FD1443;                    North         East     Units Scale Factor Converg.
 FD1443;SPC TN       -    86,921.085   597,170.367   MT  1.00002619   -0 01 05.4
 FD1443;SPC TN       -   285,173.59  1,959,216.45   sFT  1.00002619   -0 01 05.4
 FD1443;UTM  16      - 3,886,419.381   588,294.866   MT  0.99969608   +0 33 26.7
 FD1443
 FD1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1443!SPC TN       -   0.99991692  x   1.00002619  =   0.99994311
 FD1443!UTM  16      -   0.99991692  x   0.99969608  =   0.99961302
 FD1443
 FD1443                          SUPERSEDED SURVEY CONTROL
 FD1443
 FD1443  NAD 83(1995)-  35 07 00.28862(N)    086 01 51.74396(W) AD(       ) 2
 FD1443  NAD 83(1995)-  35 07 00.28965(N)    086 01 51.74425(W) AD(       ) 2
 FD1443  NAD 83(1995)-  35 07 00.29290(N)    086 01 51.74522(W) AD(       ) 2
 FD1443  NAD 83(1986)-  35 07 00.29479(N)    086 01 51.74467(W) AD(       ) 2
 FD1443  NAD 27      -  35 06 59.99000(N)    086 01 51.80000(W) AD(       ) 2
 FD1443
 FD1443.Superseded values are not recommended for survey control.
 FD1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1443.See file dsdata.txt to determine how the superseded data were derived.
 FD1443
 FD1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8829586419(NAD 83)
 FD1443_MARKER: DD = SURVEY DISK
 FD1443_SETTING: 80 = SET IN A BOULDER
 FD1443_MARK LOGO: USGS  
 FD1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1443+STABILITY: SURFACE MOTION
 FD1443
 FD1443  HISTORY     - Date     Condition        Report By
 FD1443  HISTORY     - 1926     MONUMENTED       USGS
 FD1443
 FD1443                          STATION DESCRIPTION
 FD1443
 FD1443'DESCRIBED BY US GEOLOGICAL SURVEY 1926 (MAH)
 FD1443'IN LARGE MASS OF FLAT-TOPPED BOULDERS, ABOUT 30 YARDS NORTH-NORTHEAST
 FD1443'OF CENTER OF ROAD
 FD1443'AT HORSESHOE CURVE, AND 135.31 FEET N 28 DEG 04 MIN E
 FD1443'FROM STATION WILLIAMS
 FD1443'(SEE DESCRIPTION THEREOF).  MARK IS
 FD1443'STAMPED TT NO 19 W 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2635 ***********************************************************************
 FE2635  DESIGNATION -  TT 2 CWH
 FE2635  PID         -  FE2635
 FE2635  STATE/COUNTY-  TN/LAUDERDALE
 FE2635  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2635
 FE2635                         *CURRENT SURVEY CONTROL
 FE2635  ___________________________________________________________________
 FE2635* NAD 83(1995)-  35 43 52.40942(N)    089 30 52.90304(W)     ADJUSTED  
 FE2635* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 FE2635  ___________________________________________________________________
 FE2635  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FE2635  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE2635
 FE2635  HORZ ORDER  -  SECOND
 FE2635
 FE2635.The horizontal coordinates were established by classical geodetic methods
 FE2635.and adjusted by the National Geodetic Survey in April 1999..
 FE2635
 FE2635.The orthometric height was scaled from a topographic map.
 FE2635
 FE2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2635
 FE2635.The geoid height was determined by GEOID03.
 FE2635
 FE2635;                    North         East     Units Scale Factor Converg.
 FE2635;SPC TN       -   160,803.262   282,114.534   MT  0.99995000   -2 03 27.5
 FE2635;SPC TN       -   527,568.70    925,570.77   sFT  0.99995000   -2 03 27.5
 FE2635;UTM  16      - 3,957,053.782   272,566.524   MT  1.00023744   -1 28 09.0
 FE2635
 FE2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2635!SPC TN       -   0.99998236  x   0.99995000  =   0.99993236
 FE2635!UTM  16      -   0.99998236  x   1.00023744  =   1.00021980
 FE2635
 FE2635                          SUPERSEDED SURVEY CONTROL
 FE2635
 FE2635  NAD 83(1995)-  35 43 52.41546(N)    089 30 52.90424(W) AD(       ) 2
 FE2635  NAD 83(1986)-  35 43 52.42039(N)    089 30 52.90395(W) AD(       ) 2
 FE2635  NAD 27      -  35 43 52.13990(N)    089 30 52.63530(W) AD(       ) 2
 FE2635
 FE2635.Superseded values are not recommended for survey control.
 FE2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2635.See file dsdata.txt to determine how the superseded data were derived.
 FE2635
 FE2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7256757054(NAD 83)
 FE2635_MARKER: DB = BENCH MARK DISK
 FE2635_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FE2635
 FE2635  HISTORY     - Date     Condition        Report By
 FE2635  HISTORY     - 1958     MONUMENTED       USGS
 FE2635  HISTORY     - 1959     GOOD             CGS
 FE2635  HISTORY     - 1969     MARK NOT FOUND   CGS
 FE2635
 FE2635                          STATION DESCRIPTION
 FE2635
 FE2635'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2635'THE STATION IS ABOUT 0.8 MILE SOUTHEAST OF RIPLEY AND ABOUT 5.4 MILES
 FE2635'NORTHEAST OF HENNING ON THE NORTH SIDE OF STATE HIGHWAY 19 AND ON
 FE2635'THE PROPERTY OF MR. O. D. CRAIG.
 FE2635'
 FE2635'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 19 AT
 FE2635'THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN RIPLEY, TURN
 FE2635'RIGHT, EASTERLY ON STATE HIGHWAY 19. GO 0.85 MILE TO A 4-WAY RED
 FE2635'BLINKER STOP LIGHT, CONTINUE ON STATE HIGHWAY 19 FOR 0.6 MILE TO
 FE2635'MAIL BOX AND GRAVEL DRIVE OF MR. O. D. CRAIG ON LEFT. TURN LEFT,
 FE2635'NORTH, TO STATION ON RIGHT SIDE OF DRIVE.
 FE2635'
 FE2635'TT 2 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 FE2635'PRE-CAST 8 INCH CONCRETE POST. THE MONUMENT IS 20 FEET EAST OF A
 FE2635'GRAVEL DRIVE, 44 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 19 AND
 FE2635'13 FEET NORTHEAST OF A 14 INCH TREE IN THE SOUTHWEST CORNER OF LAWN
 FE2635'ON A SMALL KNOLL. THE MONUMENT IS STAMPED TT 2 CWH 1951 AND PROJECTS
 FE2635'2 INCHES. IT IS 112.87 FEET, 34.4032 METERS, SOUTHWEST OF
 FE2635'TRIANGULATION STATION RIPLEY.
 FE2635
 FE2635                          STATION RECOVERY (1959)
 FE2635
 FE2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2635'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE
 FE2635'DESCRIPTION OF THE STATION AND ALL MEASUREMENTS CHECKED. THE TO
 FE2635'REACH DID NOT CHECK.
 FE2635'
 FE2635'THE DESCRIPTION OF THE STATION IS ADEQUATE.
 FE2635'
 FE2635'A NEW TO REACH FOLLOWS.
 FE2635'
 FE2635'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FE2635'SQUARE IN RIPLEY, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 19
 FE2635'FOR 0.85 MILE TO A FOUR WAY RED BLINKER LIGHT, AT THIS POINT HIGHWAY
 FE2635'19 TURNS LEFT. TURN LEFT AND FOLLOW HIGHWAY 19 EASTERLY FOR 0.6
 FE2635'MILE TO THE MARK ON THE LEFT.
 FE2635
 FE2635                          STATION RECOVERY (1969)
 FE2635
 FE2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FE2635'THIS MARK HAD BEEN STRUCK BY A MOWING MACHINE AND THE MONUMENT BROKEN
 FE2635'OFF JUST BELOW THE SHANK OF THE DISK. THE DISK WAS NOT RECOVERED.
 FE2635'
 FE2635'THE TOP OF THE CONCRETE MONUMENT WAS CHISELED SMOOTH, AND A REFERENCE
 FE2635'MARK DISK FOR TRIANGULATION STATION RIPLEY 1958 WAS CEMENTED IN A
 FE2635'DRILL HOLE IN THE MONUMENT. WHEN ALL HORIZONTAL ANGLE OBSERVATIONS
 FE2635'WERE COMPLETED AND HORIZONTAL DISTANCES MEASURED TO THIS MARK
 FE2635'FROM RIPLEY 1958, IT WAS FOUND THAT THIS MARK VERY NEARLY OCCUPIES
 FE2635'THE SAME HORIZONTAL POSITION AS DID THE ORIGINAL DISK. SEE
 FE2635'DESCRIPTION FOR RIPLEY 1958 NO 3 1969.
 FE2635'
 FE2635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN SOUTHEAST
 FE2635'SECTION OF RIPLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0788 ***********************************************************************
 FC0788  DESIGNATION -  TT 2 DA
 FC0788  PID         -  FC0788
 FC0788  STATE/COUNTY-  TN/MCMINN
 FC0788  USGS QUAD   -  NIOTA (1990)
 FC0788
 FC0788                         *CURRENT SURVEY CONTROL
 FC0788  ___________________________________________________________________
 FC0788* NAD 83(1986)-  35 36 33.     (N)    084 32 34.     (W)     SCALED    
 FC0788* NAVD 88     -       303.669  (meters)     996.29   (feet)  ADJUSTED  
 FC0788  ___________________________________________________________________
 FC0788  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0788  DYNAMIC HT  -         303.373 (meters)     995.32  (feet)  COMP
 FC0788  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FC0788
 FC0788  VERT ORDER  -  FIRST     CLASS II
 FC0788
 FC0788.The horizontal coordinates were scaled from a topographic map and have
 FC0788.an estimated accuracy of +/- 6 seconds.
 FC0788
 FC0788.The orthometric height was determined by differential leveling
 FC0788.and adjusted by the National Geodetic Survey in June 1991..
 FC0788
 FC0788.The geoid height was determined by GEOID03.
 FC0788
 FC0788.The dynamic height is computed by dividing the NAVD 88
 FC0788.geopotential number by the normal gravity value computed on the
 FC0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0788.degrees latitude (g = 980.6199 gals.).
 FC0788
 FC0788.The modeled gravity was interpolated from observed gravity values.
 FC0788
 FC0788;                    North         East    Units  Estimated Accuracy
 FC0788;SPC TN       -   142,540.      732,020.      MT  (+/- 180 meters Scaled)
 FC0788
 FC0788                          SUPERSEDED SURVEY CONTROL
 FC0788
 FC0788  NGVD 29 (??/??/92)  303.747  (m)          996.54   (f) ADJ UNCH    1 2
 FC0788
 FC0788.Superseded values are not recommended for survey control.
 FC0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0788.See file dsdata.txt to determine how the superseded data were derived.
 FC0788
 FC0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225433(NAD 83)
 FC0788_MARKER: DD = SURVEY DISK
 FC0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0788_STAMPING: TT 2 DA 1934
 FC0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0788+STABILITY: SURFACE MOTION
 FC0788
 FC0788  HISTORY     - Date     Condition        Report By
 FC0788  HISTORY     - 1934     MONUMENTED       USGS
 FC0788  HISTORY     - 1950     GOOD             NGS
 FC0788
 FC0788                          STATION DESCRIPTION
 FC0788
 FC0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0788'4.8 MI W FROM SWEETWATER.
 FC0788'4.85 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0788'HIGHWAY 11 AT SWEETWATER, AT A CROSSROAD AND HAUNS GROCERY
 FC0788'STORE, 30.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 115
 FC0788'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD SOUTH,
 FC0788'70 FEET WEST OF THE SOUTHWEST CORNER OF THE STORE, 65.5 FEET
 FC0788'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 3 FEET EAST OF A LOW
 FC0788'HEDGE ROW, 11 FEET NORTH OF THE HEDGE CORNER, 20 FEET SOUTH OF A
 FC0788'16-INCH PINE TREE, ABOUT 3 1/2 FEET ABOVE THE HIGHWAY AND SET
 FC0788'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1201 ***********************************************************************
 FD1201  DESIGNATION -  TT 2 HA
 FD1201  PID         -  FD1201
 FD1201  STATE/COUNTY-  TN/PERRY
 FD1201  USGS QUAD   -  LINDEN (1968)
 FD1201
 FD1201                         *CURRENT SURVEY CONTROL
 FD1201  ___________________________________________________________________
 FD1201* NAD 83(1986)-  35 37 01.     (N)    087 50 15.     (W)     SCALED    
 FD1201* NAVD 88     -       172.905  (meters)     567.27   (feet)  ADJUSTED  
 FD1201  ___________________________________________________________________
 FD1201  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1201  DYNAMIC HT  -         172.750 (meters)     566.76  (feet)  COMP
 FD1201  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FD1201
 FD1201  VERT ORDER  -  FIRST     CLASS II
 FD1201
 FD1201.The horizontal coordinates were scaled from a topographic map and have
 FD1201.an estimated accuracy of +/- 6 seconds.
 FD1201
 FD1201.The orthometric height was determined by differential leveling
 FD1201.and adjusted by the National Geodetic Survey in June 1991..
 FD1201
 FD1201.The geoid height was determined by GEOID03.
 FD1201
 FD1201.The dynamic height is computed by dividing the NAVD 88
 FD1201.geopotential number by the normal gravity value computed on the
 FD1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1201.degrees latitude (g = 980.6199 gals.).
 FD1201
 FD1201.The modeled gravity was interpolated from observed gravity values.
 FD1201
 FD1201;                    North         East    Units  Estimated Accuracy
 FD1201;SPC TN       -   143,980.      433,540.      MT  (+/- 180 meters Scaled)
 FD1201
 FD1201                          SUPERSEDED SURVEY CONTROL
 FD1201
 FD1201  NGVD 29 (??/??/92)  172.902  (m)          567.26   (f) ADJ UNCH    1 2
 FD1201
 FD1201.Superseded values are not recommended for survey control.
 FD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1201.See file dsdata.txt to determine how the superseded data were derived.
 FD1201
 FD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241417(NAD 83)
 FD1201_MARKER: DB = BENCH MARK DISK
 FD1201_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FD1201_SP_SET: STEP
 FD1201_STAMPING: TT 2 HA 1935
 FD1201_MARK LOGO: USGS  
 FD1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1201+STABILITY: SURFACE MOTION
 FD1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1201+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1987
 FD1201
 FD1201  HISTORY     - Date     Condition        Report By
 FD1201  HISTORY     - 1935     MONUMENTED       USGS
 FD1201  HISTORY     - 1949     GOOD             NGS
 FD1201  HISTORY     - 19870629 GOOD             LOCENG
 FD1201
 FD1201                          STATION DESCRIPTION
 FD1201
 FD1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1201'AT LINDEN.
 FD1201'AT LINDEN, SET IN THE TOP OF THE EAST END OF THE MIDDLE STEP TO
 FD1201'THE SOUTH AND MAIN ENTRANCE TO THE PERRY COUNTY COURT HOUSE, 21
 FD1201'FEET WEST OF USC AND GS B.M. R 30, 0.5 FOOT WEST OF THE WEST
 FD1201'EDGE OF A ROUND STONE COLUMN, AND SET IN A DRILL HOLE.
 FD1201
 FD1201                          STATION RECOVERY (1987)
 FD1201
 FD1201'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0144 ***********************************************************************
 FC0144  DESIGNATION -  TT 2 MK
 FC0144  PID         -  FC0144
 FC0144  STATE/COUNTY-  TN/ROANE
 FC0144  USGS QUAD   -  CAVE CREEK (1989)
 FC0144
 FC0144                         *CURRENT SURVEY CONTROL
 FC0144  ___________________________________________________________________
 FC0144* NAD 83(1986)-  35 50 27.     (N)    084 25 08.     (W)     SCALED    
 FC0144* NAVD 88     -       274.116  (meters)     899.33   (feet)  ADJUSTED  
 FC0144  ___________________________________________________________________
 FC0144  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0144  DYNAMIC HT  -         273.855 (meters)     898.47  (feet)  COMP
 FC0144  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FC0144
 FC0144  VERT ORDER  -  SECOND    CLASS 0
 FC0144
 FC0144.The horizontal coordinates were scaled from a topographic map and have
 FC0144.an estimated accuracy of +/- 6 seconds.
 FC0144
 FC0144.The orthometric height was determined by differential leveling
 FC0144.and adjusted by the National Geodetic Survey in June 1991..
 FC0144
 FC0144.The geoid height was determined by GEOID03.
 FC0144
 FC0144.The dynamic height is computed by dividing the NAVD 88
 FC0144.geopotential number by the normal gravity value computed on the
 FC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0144.degrees latitude (g = 980.6199 gals.).
 FC0144
 FC0144.The modeled gravity was interpolated from observed gravity values.
 FC0144
 FC0144;                    North         East    Units  Estimated Accuracy
 FC0144;SPC TN       -   168,410.      742,830.      MT  (+/- 180 meters Scaled)
 FC0144
 FC0144                          SUPERSEDED SURVEY CONTROL
 FC0144
 FC0144  NGVD 29 (??/??/92)  274.225  (m)          899.69   (f) ADJ UNCH    2 0
 FC0144
 FC0144.Superseded values are not recommended for survey control.
 FC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0144.See file dsdata.txt to determine how the superseded data were derived.
 FC0144
 FC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE331693(NAD 83)
 FC0144_MARKER: DD = SURVEY DISK
 FC0144_SETTING: 66 = SET IN ROCK OUTCROP
 FC0144_SP_SET: OUTCROP
 FC0144_STAMPING: TT 2 MK 1935
 FC0144_MARK LOGO: USGS  
 FC0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0144+STABILITY: POSITION/ELEVATION WELL
 FC0144
 FC0144  HISTORY     - Date     Condition        Report By
 FC0144  HISTORY     - 1935     MONUMENTED       USGS
 FC0144  HISTORY     - 1936     GOOD             TVA
 FC0144  HISTORY     - 1968     POOR             TVA
 FC0144
 FC0144                          STATION DESCRIPTION
 FC0144
 FC0144'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0144'6.6 MI E FROM KINGSTON.
 FC0144'6.6 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0144'AT KINGSTON, ROANE COUNTY, 1.3 MILES WEST OF LOG CABIN CAMP,
 FC0144'0.8 MILE EAST OF THE P.B. CHANDLEY SERVICE STATION, AT THE
 FC0144'JUNCTION OF THE BRADBERRY ROAD, OPPOSITE THE END OF THE JUNCTION
 FC0144'OF A ROAD LEADING SOUTH, AT THE YARD OF A WHITE FRAME CHURCH,
 FC0144'30 FEET SOUTHEAST OF THE SOUTHEAST CORNER, 9 FEET NORTH OF
 FC0144'TWIN ELM-AND-WALNUT TREES, 10 YARDS NORTHEAST OF THE CENTERLINE
 FC0144'OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED
 FC0144'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 2 MK 1935.
 FC0144
 FC0144                          STATION RECOVERY (1968)
 FC0144
 FC0144'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0144'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0890 ***********************************************************************
 FC0890  DESIGNATION -  TT 2 R
 FC0890  PID         -  FC0890
 FC0890  STATE/COUNTY-  TN/CUMBERLAND
 FC0890  USGS QUAD   -  OZONE (1989)
 FC0890
 FC0890                         *CURRENT SURVEY CONTROL
 FC0890  ___________________________________________________________________
 FC0890* NAD 83(1986)-  35 53 48.     (N)    084 45 56.     (W)     SCALED    
 FC0890* NAVD 88     -       486.086  (meters)    1594.77   (feet)  ADJUSTED  
 FC0890  ___________________________________________________________________
 FC0890  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC0890  DYNAMIC HT  -         485.625 (meters)    1593.25  (feet)  COMP
 FC0890  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0890
 FC0890  VERT ORDER  -  SECOND    CLASS 0
 FC0890
 FC0890.The horizontal coordinates were scaled from a topographic map and have
 FC0890.an estimated accuracy of +/- 6 seconds.
 FC0890
 FC0890.The orthometric height was determined by differential leveling
 FC0890.and adjusted by the National Geodetic Survey in June 1991..
 FC0890
 FC0890.The geoid height was determined by GEOID03.
 FC0890
 FC0890.The dynamic height is computed by dividing the NAVD 88
 FC0890.geopotential number by the normal gravity value computed on the
 FC0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0890.degrees latitude (g = 980.6199 gals.).
 FC0890
 FC0890.The modeled gravity was interpolated from observed gravity values.
 FC0890
 FC0890;                    North         East    Units  Estimated Accuracy
 FC0890;SPC TN       -   174,150.      711,440.      MT  (+/- 180 meters Scaled)
 FC0890
 FC0890                          SUPERSEDED SURVEY CONTROL
 FC0890
 FC0890  NGVD 29 (??/??/92)  486.174  (m)         1595.06   (f) ADJ UNCH    2 0
 FC0890
 FC0890.Superseded values are not recommended for survey control.
 FC0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0890.See file dsdata.txt to determine how the superseded data were derived.
 FC0890
 FC0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE016747(NAD 83)
 FC0890_MARKER: DB = BENCH MARK DISK
 FC0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0890_STAMPING: TT 2 R 1935
 FC0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0890+STABILITY: SURFACE MOTION
 FC0890
 FC0890  HISTORY     - Date     Condition        Report By
 FC0890  HISTORY     - 1935     MONUMENTED       USGS
 FC0890  HISTORY     - 1960     GOOD             NGS
 FC0890  HISTORY     - 1967     GOOD             NGS
 FC0890  HISTORY     - 1981     GOOD             LOCSUR
 FC0890
 FC0890                          STATION DESCRIPTION
 FC0890
 FC0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0890'0.3 MI NE FROM DAYSVILLE.
 FC0890'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.3 MILE NORTHEAST
 FC0890'ON A GRAVELED ROAD TO A CROSSROAD.  THE BENCH MARK IS 99 FT.
 FC0890'SOUTH OF DAY 1960, 37 FT. SOUTHWEST OF THE CENTER OF THE CROSSROAD,
 FC0890'34 FT. WEST OF THE CENTER OF A DIRT ROAD, AND 7 FT. SOUTH OF A POWER
 FC0890'LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0890'2 INCHES AND ABOUT LEVEL WITH THE ROAD.
 FC0890
 FC0890                          STATION RECOVERY (1967)
 FC0890
 FC0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0890'RECOVERED IN GOOD CONDITION.
 FC0890
 FC0890                          STATION RECOVERY (1981)
 FC0890
 FC0890'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0904 ***********************************************************************
 GB0904  DESIGNATION -  TT 20 E
 GB0904  PID         -  GB0904
 GB0904  STATE/COUNTY-  TN/SCOTT
 GB0904  USGS QUAD   -  ROBBINS (1980)
 GB0904
 GB0904                         *CURRENT SURVEY CONTROL
 GB0904  ___________________________________________________________________
 GB0904* NAD 83(1986)-  36 18 38.     (N)    084 37 25.     (W)     SCALED    
 GB0904* NAVD 88     -       391.897  (meters)    1285.75   (feet)  ADJUSTED  
 GB0904  ___________________________________________________________________
 GB0904  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0904  DYNAMIC HT  -         391.560 (meters)    1284.64  (feet)  COMP
 GB0904  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GB0904
 GB0904  VERT ORDER  -  SECOND    CLASS 0
 GB0904
 GB0904.The horizontal coordinates were scaled from a topographic map and have
 GB0904.an estimated accuracy of +/- 6 seconds.
 GB0904
 GB0904.The orthometric height was determined by differential leveling
 GB0904.and adjusted by the National Geodetic Survey in June 1991..
 GB0904
 GB0904.The geoid height was determined by GEOID03.
 GB0904
 GB0904.The dynamic height is computed by dividing the NAVD 88
 GB0904.geopotential number by the normal gravity value computed on the
 GB0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0904.degrees latitude (g = 980.6199 gals.).
 GB0904
 GB0904.The modeled gravity was interpolated from observed gravity values.
 GB0904
 GB0904;                    North         East    Units  Estimated Accuracy
 GB0904;SPC TN       -   220,240.      723,610.      MT  (+/- 180 meters Scaled)
 GB0904
 GB0904                          SUPERSEDED SURVEY CONTROL
 GB0904
 GB0904  NGVD 29 (??/??/92)  392.067  (m)         1286.31   (f) ADJ UNCH    2 0
 GB0904
 GB0904.Superseded values are not recommended for survey control.
 GB0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0904.See file dsdata.txt to determine how the superseded data were derived.
 GB0904
 GB0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF133210(NAD 83)
 GB0904_MARKER: DD = SURVEY DISK
 GB0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0904_STAMPING: TT 20 E 1930
 GB0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0904+STABILITY: SURFACE MOTION
 GB0904
 GB0904  HISTORY     - Date     Condition        Report By
 GB0904  HISTORY     - 1930     MONUMENTED       USGS
 GB0904  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB0904  HISTORY     - 1950     MARK NOT FOUND   USGS
 GB0904
 GB0904                          STATION DESCRIPTION
 GB0904
 GB0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0904'AT GLEN MARY.
 GB0904'AT GLEN MARY, SCOTT COUNTY, ON THE CINCINNATI, NEW ORLEANS AND
 GB0904'TEXAS PACIFIC RAILWAY, 25 FEET EAST OF THE EAST TRACK, 12 FEET
 GB0904'WEST OF THE CENTER LINE OF A ROAD, AND ABOUT 9 FEET HIGHER
 GB0904'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GB0904'STAMPED TT 20 E 1930 AND SET IN THE TOP OF A CONCRETE POST.
 GB0904'NOTE-- ACCORDING TO THE MEASUREMENTS GIVEN IN THE DESCRIPTION AND
 GB0904'ON THE PROFILE FURNISHED BY SOUTHERN RAILWAY THE MARK WOULD HAVE
 GB0904'BEEN LOCATED ON A HILL THAT HAS BEEN LEVELED OFF WITH BULL
 GB0904'DOZERS.  ABOUT 1 HOUR SPENT IN SEARCH FOR MARK BUT NOT RECOVERED.
 GB0904
 GB0904                          STATION RECOVERY (1950)
 GB0904
 GB0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 GB0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1285 ***********************************************************************
 FB1285  DESIGNATION -  TT 20 G
 FB1285  PID         -  FB1285
 FB1285  STATE/COUNTY-  TN/SEVIER
 FB1285  USGS QUAD   -  JONES COVE (1978)
 FB1285
 FB1285                         *CURRENT SURVEY CONTROL
 FB1285  ___________________________________________________________________
 FB1285* NAD 83(1986)-  35 49 48.     (N)    083 17 59.     (W)     SCALED    
 FB1285* NAVD 88     -       375.83   (+/-2cm)    1233.0    (feet)  VERTCON   
 FB1285  ___________________________________________________________________
 FB1285  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB1285
 FB1285  VERT ORDER  -  ? (See Below)
 FB1285
 FB1285.The horizontal coordinates were scaled from a topographic map and have
 FB1285.an estimated accuracy of +/- 6 seconds.
 FB1285
 FB1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1285.The vertical order pertains to the NGVD 29 superseded value.
 FB1285
 FB1285.The geoid height was determined by GEOID03.
 FB1285
 FB1285;                    North         East    Units  Estimated Accuracy
 FB1285;SPC TN       -   169,420.      843,950.      MT  (+/- 180 meters Scaled)
 FB1285
 FB1285                          SUPERSEDED SURVEY CONTROL
 FB1285
 FB1285  NGVD 29 (??/??/92)  375.971  (m)         1233.50   (f) ADJ UNCH    ?  
 FB1285
 FB1285.Superseded values are not recommended for survey control.
 FB1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1285.See file dsdata.txt to determine how the superseded data were derived.
 FB1285
 FB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV922675(NAD 83)
 FB1285_MARKER: DD = SURVEY DISK
 FB1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1285_STAMPING: TT 20 G 1934
 FB1285_MARK LOGO: USGS  
 FB1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1285+STABILITY: SURFACE MOTION
 FB1285
 FB1285  HISTORY     - Date     Condition        Report By
 FB1285  HISTORY     - 1934     MONUMENTED       USGS
 FB1285  HISTORY     - 1938     GOOD             TVA
 FB1285
 FB1285                          STATION DESCRIPTION
 FB1285
 FB1285'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1285'1.3 MI E FROM JONES COVE.
 FB1285'1.3 MILES EAST ALONG THE COSBY ROAD FROM NEW SALEM CHURCH AT JONES
 FB1285'COVE, SEVIER COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTHEAST
 FB1285'TO JENKINS CHURCH, 400 FEET WEST OF A SMALL PLANK BRIDGE OVER A
 FB1285'STREAM, 48 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, AT HUFF
 FB1285'CEMETERY, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FB1285'CEMETERY, AND 25 FEET NORTHEAST OF THE CENTER OF THE TRIANGLE
 FB1285'FORMED AT THE ROAD JUNCTION.  A UNITED STATES GEOLOGICAL SURVEY
 FB1285'STANDARD DISK, STAMPED TT 20 G 1934 AND SET IN THE TOP OF A
 FB1285'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1969 ***********************************************************************
 GA1969  DESIGNATION -  TT 20 H
 GA1969  PID         -  GA1969
 GA1969  STATE/COUNTY-  TN/JEFFERSON
 GA1969  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1969
 GA1969                         *CURRENT SURVEY CONTROL
 GA1969  ___________________________________________________________________
 GA1969* NAD 83(1986)-  36 06 41.     (N)    083 23 23.     (W)     SCALED    
 GA1969* NAVD 88     -       397.06   (+/-2cm)    1302.7    (feet)  VERTCON   
 GA1969  ___________________________________________________________________
 GA1969  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1969
 GA1969  VERT ORDER  -  ? (See Below)
 GA1969
 GA1969.The horizontal coordinates were scaled from a topographic map and have
 GA1969.an estimated accuracy of +/- 6 seconds.
 GA1969
 GA1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1969.The vertical order pertains to the NGVD 29 superseded value.
 GA1969
 GA1969.The geoid height was determined by GEOID03.
 GA1969
 GA1969;                    North         East    Units  Estimated Accuracy
 GA1969;SPC TN       -   200,410.      834,980.      MT  (+/- 180 meters Scaled)
 GA1969
 GA1969                          SUPERSEDED SURVEY CONTROL
 GA1969
 GA1969  NGVD 29 (??/??/92)  397.197  (m)         1303.14   (f) ADJ UNCH    ?  
 GA1969
 GA1969.Superseded values are not recommended for survey control.
 GA1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1969.See file dsdata.txt to determine how the superseded data were derived.
 GA1969
 GA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849989(NAD 83)
 GA1969_MARKER: DD = SURVEY DISK
 GA1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1969_STAMPING: TT 20 H 1934
 GA1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1969+STABILITY: SURFACE MOTION
 GA1969
 GA1969  HISTORY     - Date     Condition        Report By
 GA1969  HISTORY     - 1934     MONUMENTED       USGS
 GA1969  HISTORY     - 1936     GOOD             TVA
 GA1969
 GA1969                          STATION DESCRIPTION
 GA1969
 GA1969'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1969'1 MI NW FROM EDNA.
 GA1969'1 MILE NORTHWEST ALONG THE TALBOTT ROAD FROM THE CROSSROADS AT
 GA1969'EDNA, JEFFERSON COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST
 GA1969'TO COLLIERS CORNER, ON THE LAND OF WALTER CLINE, 38 FEET SOUTH
 GA1969'AND 8 FEET WEST OF THE JUNCTION, AND IN A FENCE CORNER.  A U.S.
 GA1969'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 20 H 1934 AND SET IN
 GA1969'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0269 ***********************************************************************
 FC0269  DESIGNATION -  TT 20 W
 FC0269  PID         -  FC0269
 FC0269  STATE/COUNTY-  TN/LOUDON
 FC0269  USGS QUAD   -  LENOIR CITY (1986)
 FC0269
 FC0269                         *CURRENT SURVEY CONTROL
 FC0269  ___________________________________________________________________
 FC0269* NAD 83(1986)-  35 46 11.     (N)    084 21 24.     (W)     SCALED    
 FC0269* NAVD 88     -       236.837  (meters)     777.02   (feet)  ADJUSTED  
 FC0269  ___________________________________________________________________
 FC0269  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0269  DYNAMIC HT  -         236.610 (meters)     776.28  (feet)  COMP
 FC0269  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FC0269
 FC0269  VERT ORDER  -  SECOND    CLASS 0
 FC0269
 FC0269.The horizontal coordinates were scaled from a topographic map and have
 FC0269.an estimated accuracy of +/- 6 seconds.
 FC0269
 FC0269.The orthometric height was determined by differential leveling
 FC0269.and adjusted by the National Geodetic Survey in June 1991..
 FC0269
 FC0269.The geoid height was determined by GEOID03.
 FC0269
 FC0269.The dynamic height is computed by dividing the NAVD 88
 FC0269.geopotential number by the normal gravity value computed on the
 FC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0269.degrees latitude (g = 980.6199 gals.).
 FC0269
 FC0269.The modeled gravity was interpolated from observed gravity values.
 FC0269
 FC0269;                    North         East    Units  Estimated Accuracy
 FC0269;SPC TN       -   160,610.      748,580.      MT  (+/- 180 meters Scaled)
 FC0269
 FC0269                          SUPERSEDED SURVEY CONTROL
 FC0269
 FC0269  NGVD 29 (??/??/92)  236.949  (m)          777.39   (f) ADJ UNCH    2 0
 FC0269
 FC0269.Superseded values are not recommended for survey control.
 FC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0269.See file dsdata.txt to determine how the superseded data were derived.
 FC0269
 FC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE389616(NAD 83)
 FC0269_MARKER: DD = SURVEY DISK
 FC0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0269_STAMPING: TT 20 W 1934
 FC0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0269+STABILITY: SURFACE MOTION
 FC0269
 FC0269  HISTORY     - Date     Condition        Report By
 FC0269  HISTORY     - 1934     MONUMENTED       USGS
 FC0269  HISTORY     - 1961     GOOD             NGS
 FC0269
 FC0269                          STATION DESCRIPTION
 FC0269
 FC0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0269'6.6 MI SW FROM EATON CROSSROADS.
 FC0269'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0269'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 5.0
 FC0269'MILES SOUTHWEST ON A PAVED ROAD.  THE BENCH MARK IS 0.1 MILE
 FC0269'SOUTHWEST OF A HOUSE, 16 FT. NORTHWEST OF THE CENTER OF A PAVED
 FC0269'ROAD, 24 FT. SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 2.3 FT.
 FC0269'SOUTHWEST OF THE NORTHEAST FENCE POST FOR A WIRE GATE, AND 3.3
 FC0269'FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0269'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0914 ***********************************************************************
 GB0914  DESIGNATION -  TT 21 E
 GB0914  PID         -  GB0914
 GB0914  STATE/COUNTY-  TN/SCOTT
 GB0914  USGS QUAD   -  ROBBINS (1980)
 GB0914
 GB0914                         *CURRENT SURVEY CONTROL
 GB0914  ___________________________________________________________________
 GB0914* NAD 83(1986)-  36 21 03.     (N)    084 35 23.     (W)     SCALED    
 GB0914* NAVD 88     -       416.348  (meters)    1365.97   (feet)  ADJUSTED  
 GB0914  ___________________________________________________________________
 GB0914  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0914  DYNAMIC HT  -         415.988 (meters)    1364.79  (feet)  COMP
 GB0914  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 GB0914
 GB0914  VERT ORDER  -  FIRST     CLASS II
 GB0914
 GB0914.The horizontal coordinates were scaled from a topographic map and have
 GB0914.an estimated accuracy of +/- 6 seconds.
 GB0914
 GB0914.The orthometric height was determined by differential leveling
 GB0914.and adjusted by the National Geodetic Survey in June 1991..
 GB0914
 GB0914.The geoid height was determined by GEOID03.
 GB0914
 GB0914.The dynamic height is computed by dividing the NAVD 88
 GB0914.geopotential number by the normal gravity value computed on the
 GB0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0914.degrees latitude (g = 980.6199 gals.).
 GB0914
 GB0914.The modeled gravity was interpolated from observed gravity values.
 GB0914
 GB0914;                    North         East    Units  Estimated Accuracy
 GB0914;SPC TN       -   224,760.      726,580.      MT  (+/- 180 meters Scaled)
 GB0914
 GB0914                          SUPERSEDED SURVEY CONTROL
 GB0914
 GB0914  NGVD 29 (??/??/92)  416.476  (m)         1366.39   (f) ADJ UNCH    1 2
 GB0914
 GB0914.Superseded values are not recommended for survey control.
 GB0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0914.See file dsdata.txt to determine how the superseded data were derived.
 GB0914
 GB0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF162255(NAD 83)
 GB0914_MARKER: DD = SURVEY DISK
 GB0914_SETTING: 66 = SET IN ROCK OUTCROP
 GB0914_SP_SET: ROCK LEDGE
 GB0914_STAMPING: TT 21 E 1930
 GB0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0914+STABILITY: POSITION/ELEVATION WELL
 GB0914
 GB0914  HISTORY     - Date     Condition        Report By
 GB0914  HISTORY     - 1930     MONUMENTED       USGS
 GB0914  HISTORY     - 1950     GOOD             NGS
 GB0914  HISTORY     - 1968     MARK NOT FOUND   USGS
 GB0914
 GB0914                          STATION DESCRIPTION
 GB0914
 GB0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0914'AT ROBBINS.
 GB0914'AT ROBBINS, ABOUT 0.15 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM
 GB0914'THE STATION, 25 FEET EAST OF THE EAST RAIL OF THE EAST MAIN
 GB0914'TRACK, 45 FEET SOUTH OF A TELEPHONE POLE, 43 FEET SOUTH OF THE
 GB0914'SOUTH END OF A FILL AND THE NORTH END OF A SHORT CUT, 7 FEET
 GB0914'SOUTH OF POINT OF ARROW POINTING TO MARK AND CHISELED ON A FLAT
 GB0914'ROCK OUTCROP, 245 FEET SOUTH OF A MAIL HOOK, SET IN THE TOP OF A
 GB0914'FLAT ROCK LEDGE BURIED ABOUT 1/2 FOOT UNDERGROUND.
 GB0914
 GB0914                          STATION RECOVERY (1968)
 GB0914
 GB0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GB0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1955 ***********************************************************************
 FB1955  DESIGNATION -  TT 21 SH
 FB1955  PID         -  FB1955
 FB1955  STATE/COUNTY-  TN/KNOX
 FB1955  USGS QUAD   -  MARYVILLE (1979)
 FB1955
 FB1955                         *CURRENT SURVEY CONTROL
 FB1955  ___________________________________________________________________
 FB1955* NAD 83(1986)-  35 51 08.     (N)    083 52 30.     (W)     SCALED    
 FB1955* NAVD 88     -       313.62   (+/-2cm)    1028.9    (feet)  VERTCON   
 FB1955  ___________________________________________________________________
 FB1955  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FB1955
 FB1955  VERT ORDER  -  ? (See Below)
 FB1955
 FB1955.The horizontal coordinates were scaled from a topographic map and have
 FB1955.an estimated accuracy of +/- 6 seconds.
 FB1955
 FB1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1955.The vertical order pertains to the NGVD 29 superseded value.
 FB1955
 FB1955.The geoid height was determined by GEOID03.
 FB1955
 FB1955;                    North         East    Units  Estimated Accuracy
 FB1955;SPC TN       -   170,600.      791,930.      MT  (+/- 180 meters Scaled)
 FB1955
 FB1955                          SUPERSEDED SURVEY CONTROL
 FB1955
 FB1955  NGVD 29 (??/??/92)  313.748  (m)         1029.35   (f) ADJ UNCH    ?  
 FB1955
 FB1955.Superseded values are not recommended for survey control.
 FB1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1955.See file dsdata.txt to determine how the superseded data were derived.
 FB1955
 FB1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV403713(NAD 83)
 FB1955_MARKER: DD = SURVEY DISK
 FB1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1955_STAMPING: TT 21 SH 1934
 FB1955_MARK LOGO: USGS  
 FB1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1955+STABILITY: SURFACE MOTION
 FB1955
 FB1955  HISTORY     - Date     Condition        Report By
 FB1955  HISTORY     - 1934     MONUMENTED       USGS
 FB1955  HISTORY     - 1938     GOOD             TVA
 FB1955
 FB1955                          STATION DESCRIPTION
 FB1955
 FB1955'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1955'3.8 MI SW FROM NEUBERT.
 FB1955'3.8 MILES SOUTHWEST ALONG THE NEUBERT-ROCKFORD ROAD FROM NEUBERT,
 FB1955'AT THE JUNCTION OF MARTIN MILL PIKE, 440 FEET SOUTHEAST OF THE
 FB1955'MOLLY C. ROLE HOUSE, IN THE SOUTHWEST CORNER OF A FIELD, 34.8 FEET
 FB1955'EAST NORTHEAST OF THE CENTERLINE OF THE PIKE, AND 22.5 FEET
 FB1955'SOUTHEAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1955'DISK, STAMPED TT 21 SH 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0315 ***********************************************************************
 FD0315  DESIGNATION -  TT 21 SS
 FD0315  PID         -  FD0315
 FD0315  STATE/COUNTY-  TN/MARSHALL
 FD0315  USGS QUAD   -  PETERSBURG (1980)
 FD0315
 FD0315                         *CURRENT SURVEY CONTROL
 FD0315  ___________________________________________________________________
 FD0315* NAD 83(1986)-  35 21 23.     (N)    086 41 02.     (W)     SCALED    
 FD0315* NAVD 88     -       245.323  (meters)     804.86   (feet)  ADJUSTED  
 FD0315  ___________________________________________________________________
 FD0315  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0315  DYNAMIC HT  -         245.097 (meters)     804.12  (feet)  COMP
 FD0315  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD0315
 FD0315  VERT ORDER  -  FIRST     CLASS II
 FD0315
 FD0315.The horizontal coordinates were scaled from a topographic map and have
 FD0315.an estimated accuracy of +/- 6 seconds.
 FD0315
 FD0315.The orthometric height was determined by differential leveling
 FD0315.and adjusted by the National Geodetic Survey in June 1991..
 FD0315
 FD0315.The geoid height was determined by GEOID03.
 FD0315
 FD0315.The dynamic height is computed by dividing the NAVD 88
 FD0315.geopotential number by the normal gravity value computed on the
 FD0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0315.degrees latitude (g = 980.6199 gals.).
 FD0315
 FD0315.The modeled gravity was interpolated from observed gravity values.
 FD0315
 FD0315;                    North         East    Units  Estimated Accuracy
 FD0315;SPC TN       -   113,730.      537,840.      MT  (+/- 180 meters Scaled)
 FD0315
 FD0315                          SUPERSEDED SURVEY CONTROL
 FD0315
 FD0315  NGVD 29 (??/??/92)  245.296  (m)          804.78   (f) ADJ UNCH    1 2
 FD0315
 FD0315.Superseded values are not recommended for survey control.
 FD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0315.See file dsdata.txt to determine how the superseded data were derived.
 FD0315
 FD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE287126(NAD 83)
 FD0315_MARKER: DD = SURVEY DISK
 FD0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0315_STAMPING: TT 21 SS 1935
 FD0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0315+STABILITY: SURFACE MOTION
 FD0315
 FD0315  HISTORY     - Date     Condition        Report By
 FD0315  HISTORY     - 1935     MONUMENTED       USGS
 FD0315  HISTORY     - 1949     GOOD             NGS
 FD0315
 FD0315                          STATION DESCRIPTION
 FD0315
 FD0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0315'4 MI NW FROM PETERSBURG.
 FD0315'3.95 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0315'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT THE ROAD CROSSING
 FD0315'AT TALLEY, 57 FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM
 FD0315'POLE 56/5, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 FD0315'8 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 1/2 FEET WEST OF A
 FD0315'RAILWAY CROSSING SIGN POST, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 FD0315'POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0315'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2534 ***********************************************************************
 GC2534  DESIGNATION -  TT 22 D
 GC2534  PID         -  GC2534
 GC2534  STATE/COUNTY-  TN/CHEATHAM
 GC2534  USGS QUAD   -  LILLAMAY (1983)
 GC2534
 GC2534                         *CURRENT SURVEY CONTROL
 GC2534  ___________________________________________________________________
 GC2534* NAD 83(1995)-  36 07 47.77315(N)    087 02 26.17767(W)     ADJUSTED  
 GC2534* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 GC2534  ___________________________________________________________________
 GC2534  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GC2534  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2534
 GC2534  HORZ ORDER  -  SECOND
 GC2534
 GC2534.The horizontal coordinates were established by classical geodetic methods
 GC2534.and adjusted by the National Geodetic Survey in April 1999..
 GC2534
 GC2534.The orthometric height was scaled from a topographic map.
 GC2534
 GC2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2534
 GC2534.The geoid height was determined by GEOID03.
 GC2534
 GC2534;                    North         East     Units Scale Factor Converg.
 GC2534;SPC TN       -   199,830.618   506,334.733   MT  0.99996169   -0 36 33.2
 GC2534;SPC TN       -   655,610.95  1,661,199.87   sFT  0.99996169   -0 36 33.2
 GC2534;UTM  16      - 3,998,361.284   496,346.389   MT  0.99960016   -0 01 26.2
 GC2534
 GC2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2534!SPC TN       -   0.99996486  x   0.99996169  =   0.99992655
 GC2534!UTM  16      -   0.99996486  x   0.99960016  =   0.99956504
 GC2534
 GC2534                          SUPERSEDED SURVEY CONTROL
 GC2534
 GC2534  NAD 83(1995)-  36 07 47.77523(N)    087 02 26.18007(W) AD(       ) 2
 GC2534  NAD 83(1995)-  36 07 47.77604(N)    087 02 26.18025(W) AD(       ) 2
 GC2534  NAD 83(1986)-  36 07 47.78363(N)    087 02 26.18088(W) AD(       ) 2
 GC2534  NAD 27      -  36 07 47.57100(N)    087 02 26.16500(W) AD(       ) 2
 GC2534
 GC2534.Superseded values are not recommended for survey control.
 GC2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2534.See file dsdata.txt to determine how the superseded data were derived.
 GC2534
 GC2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9634698361(NAD 83)
 GC2534_MARKER: DB = BENCH MARK DISK
 GC2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2534_MARK LOGO: USGS  
 GC2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2534+STABILITY: SURFACE MOTION
 GC2534
 GC2534  HISTORY     - Date     Condition        Report By
 GC2534  HISTORY     - 1953     MONUMENTED       USGS
 GC2534
 GC2534                          STATION DESCRIPTION
 GC2534
 GC2534'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2534'SEE STATION PEGRAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0928 ***********************************************************************
 GB0928  DESIGNATION -  TT 22 E
 GB0928  PID         -  GB0928
 GB0928  STATE/COUNTY-  TN/SCOTT
 GB0928  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0928
 GB0928                         *CURRENT SURVEY CONTROL
 GB0928  ___________________________________________________________________
 GB0928* NAD 83(1986)-  36 22 49.     (N)    084 33 06.     (W)     SCALED    
 GB0928* NAVD 88     -       364.616  (meters)    1196.24   (feet)  ADJUSTED  
 GB0928  ___________________________________________________________________
 GB0928  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0928  DYNAMIC HT  -         364.304 (meters)    1195.22  (feet)  COMP
 GB0928  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GB0928
 GB0928  VERT ORDER  -  FIRST     CLASS I
 GB0928
 GB0928.The horizontal coordinates were scaled from a topographic map and have
 GB0928.an estimated accuracy of +/- 6 seconds.
 GB0928
 GB0928.The orthometric height was determined by differential leveling
 GB0928.and adjusted by the National Geodetic Survey in June 1991..
 GB0928
 GB0928.The geoid height was determined by GEOID03.
 GB0928
 GB0928.The dynamic height is computed by dividing the NAVD 88
 GB0928.geopotential number by the normal gravity value computed on the
 GB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0928.degrees latitude (g = 980.6199 gals.).
 GB0928
 GB0928.The modeled gravity was interpolated from observed gravity values.
 GB0928
 GB0928;                    North         East    Units  Estimated Accuracy
 GB0928;SPC TN       -   228,070.      729,950.      MT  (+/- 180 meters Scaled)
 GB0928
 GB0928                          SUPERSEDED SURVEY CONTROL
 GB0928
 GB0928  NGVD 29 (??/??/92)  364.752  (m)         1196.69   (f) ADJ UNCH    1 1
 GB0928
 GB0928.Superseded values are not recommended for survey control.
 GB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0928.See file dsdata.txt to determine how the superseded data were derived.
 GB0928
 GB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF196289(NAD 83)
 GB0928_MARKER: DD = SURVEY DISK
 GB0928_SETTING: 66 = SET IN ROCK OUTCROP
 GB0928_SP_SET: ROCK OUTCROP
 GB0928_STAMPING: TT 22 E 1930
 GB0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0928+STABILITY: POSITION/ELEVATION WELL
 GB0928
 GB0928  HISTORY     - Date     Condition        Report By
 GB0928  HISTORY     - 1930     MONUMENTED       USGS
 GB0928  HISTORY     - 1968     GOOD             NGS
 GB0928
 GB0928                          STATION DESCRIPTION
 GB0928
 GB0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0928'3.2 MI NE FROM ROBBINS.
 GB0928'ABOUT 3.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0928'STATION AT ROBBINS, OR ABOUT 3.65 MILES SOUTH ALONG THE SOUTHERN
 GB0928'RAILWAY FROM THE STATION AT HELENWOOD, 0.2 MILE SOUTHWEST OF A
 GB0928'SIGN WHICH READS NEW RIVER, A U.S. GEOLOGICAL SURVEY DISK SET
 GB0928'IN THE TOP AND 1.8 FEET SOUTH OF THE NORTH EDGE OF A FLAT ROCK
 GB0928'OUTCROP, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 46 FEET
 GB0928'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 GB0928'OF A RAILROAD BRIDGE OVER NEW RIVER, 13 1/2 FEET NORTHWEST
 GB0928'OF A TELEPHONE POLE, AND ABOUT 14 FEET BELOW THE LEVEL OF THE
 GB0928'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1983 ***********************************************************************
 GA1983  DESIGNATION -  TT 22 H
 GA1983  PID         -  GA1983
 GA1983  STATE/COUNTY-  TN/JEFFERSON
 GA1983  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1983
 GA1983                         *CURRENT SURVEY CONTROL
 GA1983  ___________________________________________________________________
 GA1983* NAD 83(1986)-  36 04 19.     (N)    083 28 34.     (W)     SCALED    
 GA1983* NAVD 88     -       409.14   (+/-2cm)    1342.3    (feet)  VERTCON   
 GA1983  ___________________________________________________________________
 GA1983  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1983
 GA1983  VERT ORDER  -  ? (See Below)
 GA1983
 GA1983.The horizontal coordinates were scaled from a topographic map and have
 GA1983.an estimated accuracy of +/- 6 seconds.
 GA1983
 GA1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1983.The vertical order pertains to the NGVD 29 superseded value.
 GA1983
 GA1983.The geoid height was determined by GEOID03.
 GA1983
 GA1983;                    North         East    Units  Estimated Accuracy
 GA1983;SPC TN       -   195,830.      827,320.      MT  (+/- 180 meters Scaled)
 GA1983
 GA1983                          SUPERSEDED SURVEY CONTROL
 GA1983
 GA1983  NGVD 29 (??/??/92)  409.279  (m)         1342.78   (f) ADJ UNCH    ?  
 GA1983
 GA1983.Superseded values are not recommended for survey control.
 GA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1983.See file dsdata.txt to determine how the superseded data were derived.
 GA1983
 GA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV770947(NAD 83)
 GA1983_MARKER: DD = SURVEY DISK
 GA1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1983_STAMPING: TT 22 H 1934
 GA1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1983+STABILITY: SURFACE MOTION
 GA1983
 GA1983  HISTORY     - Date     Condition        Report By
 GA1983  HISTORY     - 1934     MONUMENTED       USGS
 GA1983  HISTORY     - 1937     GOOD             TVA
 GA1983
 GA1983                          STATION DESCRIPTION
 GA1983
 GA1983'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1983'4.5 MI S FROM JEFFERSON CITY.
 GA1983'4.5 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION
 GA1983'OF U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT THE
 GA1983'JUNCTION OF THE DAVIS HOLLOW ROAD LEADING SOUTHEAST, ACROSS THE
 GA1983'HIGHWAY FROM THE HUGH SHADES SERVICE STATION, AND 26 FEET WEST
 GA1983'AND 5 FEET SOUTH OF THE ROAD FORK.  A U.S. GEOLOGICAL SURVEY
 GA1983'STANDARD DISK, STAMPED TT 22 H 1934 AND SET IN THE TOP OF A
 GA1983'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1952 ***********************************************************************
 FB1952  DESIGNATION -  TT 22 SH
 FB1952  PID         -  FB1952
 FB1952  STATE/COUNTY-  TN/KNOX
 FB1952  USGS QUAD   -  SHOOKS GAP (1987)
 FB1952
 FB1952                         *CURRENT SURVEY CONTROL
 FB1952  ___________________________________________________________________
 FB1952* NAD 83(1986)-  35 52 44.     (N)    083 50 48.     (W)     SCALED    
 FB1952* NAVD 88     -       290.75   (+/-2cm)     953.9    (feet)  VERTCON   
 FB1952  ___________________________________________________________________
 FB1952  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB1952
 FB1952  VERT ORDER  -  ? (See Below)
 FB1952
 FB1952.The horizontal coordinates were scaled from a topographic map and have
 FB1952.an estimated accuracy of +/- 6 seconds.
 FB1952
 FB1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1952.The vertical order pertains to the NGVD 29 superseded value.
 FB1952
 FB1952.The geoid height was determined by GEOID03.
 FB1952
 FB1952;                    North         East    Units  Estimated Accuracy
 FB1952;SPC TN       -   173,620.      794,420.      MT  (+/- 180 meters Scaled)
 FB1952
 FB1952                          SUPERSEDED SURVEY CONTROL
 FB1952
 FB1952  NGVD 29 (??/??/92)  290.876  (m)          954.32   (f) ADJ UNCH    ?  
 FB1952
 FB1952.Superseded values are not recommended for survey control.
 FB1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1952.See file dsdata.txt to determine how the superseded data were derived.
 FB1952
 FB1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430742(NAD 83)
 FB1952_MARKER: DD = SURVEY DISK
 FB1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1952_STAMPING: TT 22 SH 1934
 FB1952_MARK LOGO: USGS  
 FB1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1952+STABILITY: SURFACE MOTION
 FB1952
 FB1952  HISTORY     - Date     Condition        Report By
 FB1952  HISTORY     - 1934     MONUMENTED       USGS
 FB1952  HISTORY     - 1938     GOOD             TVA
 FB1952
 FB1952                          STATION DESCRIPTION
 FB1952
 FB1952'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1952'0.9 MI S FROM NEUBERT.
 FB1952'0.9 MILE SOUTH ALONG THE MARYVILLE-NEUBERT ROAD FROM NEUBERT,
 FB1952'0.6 MILE SOUTHWEST OF THE JUNCTION OF THE PICKENS GAP ROAD, AT
 FB1952'THE JUNCTION OF A ROAD LEADING SOUTH, 23.5 FEET SOUTHEAST OF THE
 FB1952'CENTERLINE OF THE MARYVILLE ROAD, AND 19 FEET WEST OF THE
 FB1952'CENTERLINE OF THE SIDE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 FB1952'STANDARD DISK, STAMPED TT 22 SH 1934 AND SET IN THE TOP OF A
 FB1952'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2387 ***********************************************************************
 FE2387  DESIGNATION -  TT 24
 FE2387  PID         -  FE2387
 FE2387  STATE/COUNTY-  TN/GIBSON
 FE2387  USGS QUAD   -  MILAN (1983)
 FE2387
 FE2387                         *CURRENT SURVEY CONTROL
 FE2387  ___________________________________________________________________
 FE2387* NAD 83(1995)-  35 58 41.45334(N)    088 50 41.02026(W)     ADJUSTED  
 FE2387* NAVD 88     -       158.25   (+/-2cm)     519.2    (feet)  VERTCON   
 FE2387  ___________________________________________________________________
 FE2387  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FE2387  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2387
 FE2387  HORZ ORDER  -  SECOND
 FE2387  VERT ORDER  -  THIRD ? (See Below)
 FE2387
 FE2387.The horizontal coordinates were established by classical geodetic methods
 FE2387.and adjusted by the National Geodetic Survey in April 1999..
 FE2387
 FE2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2387.The vertical order pertains to the NGVD 29 superseded value.
 FE2387
 FE2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2387
 FE2387.The geoid height was determined by GEOID03.
 FE2387
 FE2387;                    North         East     Units Scale Factor Converg.
 FE2387;SPC TN       -   186,222.901   343,486.767   MT  0.99995155   -1 39 55.5
 FE2387;SPC TN       -   610,966.30  1,126,922.83   sFT  0.99995155   -1 39 55.5
 FE2387;UTM  16      - 3,983,101.692   333,684.299   MT  0.99994084   -1 05 02.3
 FE2387
 FE2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2387!SPC TN       -   0.99997959  x   0.99995155  =   0.99993114
 FE2387!UTM  16      -   0.99997959  x   0.99994084  =   0.99992043
 FE2387
 FE2387                          SUPERSEDED SURVEY CONTROL
 FE2387
 FE2387  NAD 83(1995)-  35 58 41.45659(N)    088 50 41.02408(W) AD(       ) 2
 FE2387  NAD 83(1986)-  35 58 41.46473(N)    088 50 41.02004(W) AD(       ) 2
 FE2387  NAD 27      -  35 58 41.22260(N)    088 50 40.78860(W) AD(       ) 2
 FE2387  NGVD 29 (07/19/86)  158.29   (m)          519.3    (f) LEVELING    3  
 FE2387
 FE2387.Superseded values are not recommended for survey control.
 FE2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2387.See file dsdata.txt to determine how the superseded data were derived.
 FE2387
 FE2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3368483102(NAD 83)
 FE2387_MARKER: DD = SURVEY DISK
 FE2387_SETTING: 0 = UNSPECIFIED SETTING
 FE2387_MARK LOGO: TVA   
 FE2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2387
 FE2387  HISTORY     - Date     Condition        Report By
 FE2387  HISTORY     - 1947     MONUMENTED       TVA
 FE2387
 FE2387                          STATION DESCRIPTION
 FE2387
 FE2387'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1947 (GWM)
 FE2387'THE STATION IS ABOUT 5-1/2 MILES EAST OF TRENTON. IT IS 13 FEET EAST
 FE2387'OF AN OAK TREE, 23 FEET NORTHWEST OF THE NORTHEAST CORNER
 FE2387'OF A FRAME HOUSE, 30 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY
 FE2387'AND 35 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD.
 FE2387'
 FE2387'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CONCORD, THE
 FE2387'DISTANCE BEING 46.306 METERS (151.92 FEET) NORTHEAST OF THE
 FE2387'STATION. THE MARK IS A STANDARD TENNESSEE VALLEY AUTHORITY MARK SET
 FE2387'IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 8
 FE2387'INCHES, AND STAMPED TT24 TVA 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1268 ***********************************************************************
 GC1268  DESIGNATION -  TT 25 M
 GC1268  PID         -  GC1268
 GC1268  STATE/COUNTY-  TN/MONTGOMERY
 GC1268  USGS QUAD   -  CLARKSVILLE (1984)
 GC1268
 GC1268                         *CURRENT SURVEY CONTROL
 GC1268  ___________________________________________________________________
 GC1268* NAD 83(1986)-  36 37 27.     (N)    087 19 04.     (W)     SCALED    
 GC1268* NAVD 88     -       157.825  (meters)     517.80   (feet)  ADJUSTED  
 GC1268  ___________________________________________________________________
 GC1268  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1268  DYNAMIC HT  -         157.696 (meters)     517.37  (feet)  COMP
 GC1268  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GC1268
 GC1268  VERT ORDER  -  SECOND    CLASS 0
 GC1268
 GC1268.The horizontal coordinates were scaled from a topographic map and have
 GC1268.an estimated accuracy of +/- 6 seconds.
 GC1268
 GC1268.The orthometric height was determined by differential leveling
 GC1268.and adjusted by the National Geodetic Survey in June 1991..
 GC1268
 GC1268.The geoid height was determined by GEOID03.
 GC1268
 GC1268.The dynamic height is computed by dividing the NAVD 88
 GC1268.geopotential number by the normal gravity value computed on the
 GC1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1268.degrees latitude (g = 980.6199 gals.).
 GC1268
 GC1268.The modeled gravity was interpolated from observed gravity values.
 GC1268
 GC1268;                    North         East    Units  Estimated Accuracy
 GC1268;SPC TN       -   254,970.      482,130.      MT  (+/- 180 meters Scaled)
 GC1268
 GC1268                          SUPERSEDED SURVEY CONTROL
 GC1268
 GC1268  NGVD 29 (??/??/92)  157.907  (m)          518.07   (f) ADJ UNCH    2 0
 GC1268
 GC1268.Superseded values are not recommended for survey control.
 GC1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1268.See file dsdata.txt to determine how the superseded data were derived.
 GC1268
 GC1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF715532(NAD 83)
 GC1268_MARKER: DD = SURVEY DISK
 GC1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1268_STAMPING: TT 25 M 1946
 GC1268_MARK LOGO: USGS  
 GC1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1268+STABILITY: SURFACE MOTION
 GC1268
 GC1268  HISTORY     - Date     Condition        Report By
 GC1268  HISTORY     - 1946     MONUMENTED       USGS
 GC1268  HISTORY     - 1965     GOOD             TNHD
 GC1268  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1268
 GC1268                          STATION DESCRIPTION
 GC1268
 GC1268'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1268'4 MI N FROM ST BETHLEHEM.
 GC1268'AT THE INTERSECTION OF STATE ROUTE 48 AND PEACHERS ROAD, ABOUT
 GC1268'4 MILES NORTH OF ST. BETHLEHEM, 67 FEET EAST OF THE APPROXIMATE
 GC1268'CENTER OF STATE ROUTE 48, 32 FEET SOUTHWEST OF THE SOUTHWEST
 GC1268'CORNER OF A RED SHINGLED HOUSE, AND 21 FEET NORTHEAST OF THE
 GC1268'APPROXIMATE CENTER OF A SMALL GRAVELED ROAD LEADING EASTERLY.
 GC1268'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF
 GC1268'A 6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1268
 GC1268                          STATION RECOVERY (1984)
 GC1268
 GC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1268'SEARCHED FOR BUT NOT RECOVERED, A LARGE HIGH SCHOOL HAS BEEN BUILT IN
 GC1268'THE AREA OF THE MARK, IT MAY HAVE BEEN DISTURBED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1183 ***********************************************************************
 FB1183  DESIGNATION -  TT 27 G
 FB1183  PID         -  FB1183
 FB1183  STATE/COUNTY-  TN/COCKE
 FB1183  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1183
 FB1183                         *CURRENT SURVEY CONTROL
 FB1183  ___________________________________________________________________
 FB1183* NAD 83(1986)-  35 57 10.     (N)    083 07 03.     (W)     SCALED    
 FB1183* NAVD 88     -       328.843  (meters)    1078.88   (feet)  ADJUSTED  
 FB1183  ___________________________________________________________________
 FB1183  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1183  DYNAMIC HT  -         328.530 (meters)    1077.85  (feet)  COMP
 FB1183  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FB1183
 FB1183  VERT ORDER  -  FIRST     CLASS I
 FB1183
 FB1183.The horizontal coordinates were scaled from a topographic map and have
 FB1183.an estimated accuracy of +/- 6 seconds.
 FB1183
 FB1183.The orthometric height was determined by differential leveling
 FB1183.and adjusted by the National Geodetic Survey in June 1991..
 FB1183.WARNING-Repeat measurements at this control monument indicate possible
 FB1183.vertical movement.
 FB1183
 FB1183.The geoid height was determined by GEOID03.
 FB1183
 FB1183.The dynamic height is computed by dividing the NAVD 88
 FB1183.geopotential number by the normal gravity value computed on the
 FB1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1183.degrees latitude (g = 980.6199 gals.).
 FB1183
 FB1183.The modeled gravity was interpolated from observed gravity values.
 FB1183
 FB1183;                    North         East    Units  Estimated Accuracy
 FB1183;SPC TN       -   183,510.      860,000.      MT  (+/- 180 meters Scaled)
 FB1183
 FB1183                          SUPERSEDED SURVEY CONTROL
 FB1183
 FB1183  NGVD 29 (??/??/92)  328.992  (m)         1079.37   (f) ADJ UNCH    1 1
 FB1183
 FB1183.Superseded values are not recommended for survey control.
 FB1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1183.See file dsdata.txt to determine how the superseded data were derived.
 FB1183
 FB1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV090807(NAD 83)
 FB1183_MARKER: DD = SURVEY DISK
 FB1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1183_STAMPING: TT 27 G 1934
 FB1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1183+STABILITY: SURFACE MOTION
 FB1183
 FB1183  HISTORY     - Date     Condition        Report By
 FB1183  HISTORY     - 1934     MONUMENTED       USGS
 FB1183  HISTORY     - 1967     GOOD             NGS
 FB1183
 FB1183                          STATION DESCRIPTION
 FB1183
 FB1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1183'4.6 MI E FROM NEWPORT.
 FB1183'ABOUT 4.55 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1183'FROM THE STATION AT NEWPORT, 101 1/2 FEET NORTHWEST OF MILEPOST
 FB1183'202, 92 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 72 1/2
 FB1183'FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, 37 FEET SOUTH OF THE
 FB1183'CENTERLINE OF U.S. HIGHWAYS 25 AND 70, 28 FEET NORTH OF A STOP
 FB1183'SIGN AT A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 26 1/2
 FB1183'FEET NORTHEAST OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES,
 FB1183'25 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT NORTH
 FB1183'OF THE NORTHEAST CORNER OF A SCHOOL BUS WAITING SHELTER, 0.05
 FB1183'MILE WEST OF BENCH MARK 1094 MC (USGS), ABOUT 4 FEET ABOVE
 FB1183'THE LEVEL OF THE HIGHWAYS, ABOUT 6 FEET BELOW THE LEVEL OF THE
 FB1183'TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 FB1183'POST ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0334 ***********************************************************************
 FD0334  DESIGNATION -  TT 28 EI
 FD0334  PID         -  FD0334
 FD0334  STATE/COUNTY-  TN/LINCOLN
 FD0334  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0334
 FD0334                         *CURRENT SURVEY CONTROL
 FD0334  ___________________________________________________________________
 FD0334* NAD 83(1986)-  35 12 32.     (N)    086 36 14.     (W)     SCALED    
 FD0334* NAVD 88     -       227.415  (meters)     746.11   (feet)  ADJUSTED  
 FD0334  ___________________________________________________________________
 FD0334  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0334  DYNAMIC HT  -         227.205 (meters)     745.42  (feet)  COMP
 FD0334  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0334
 FD0334  VERT ORDER  -  FIRST     CLASS II
 FD0334
 FD0334.The horizontal coordinates were scaled from a topographic map and have
 FD0334.an estimated accuracy of +/- 6 seconds.
 FD0334
 FD0334.The orthometric height was determined by differential leveling
 FD0334.and adjusted by the National Geodetic Survey in June 1991..
 FD0334
 FD0334.The geoid height was determined by GEOID03.
 FD0334
 FD0334.The dynamic height is computed by dividing the NAVD 88
 FD0334.geopotential number by the normal gravity value computed on the
 FD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0334.degrees latitude (g = 980.6199 gals.).
 FD0334
 FD0334.The modeled gravity was interpolated from observed gravity values.
 FD0334
 FD0334;                    North         East    Units  Estimated Accuracy
 FD0334;SPC TN       -    97,310.      545,010.      MT  (+/- 180 meters Scaled)
 FD0334
 FD0334                          SUPERSEDED SURVEY CONTROL
 FD0334
 FD0334  NGVD 29 (??/??/92)  227.395  (m)          746.05   (f) ADJ UNCH    1 2
 FD0334
 FD0334.Superseded values are not recommended for survey control.
 FD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0334.See file dsdata.txt to determine how the superseded data were derived.
 FD0334
 FD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED360962(NAD 83)
 FD0334_MARKER: DD = SURVEY DISK
 FD0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0334_STAMPING: TT 28 EI 1935
 FD0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0334+STABILITY: SURFACE MOTION
 FD0334
 FD0334  HISTORY     - Date     Condition        Report By
 FD0334  HISTORY     - 1935     MONUMENTED       USGS
 FD0334  HISTORY     - 1949     GOOD             NGS
 FD0334
 FD0334                          STATION DESCRIPTION
 FD0334
 FD0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0334'4.6 MI NW FROM FAYETTEVILLE.
 FD0334'4.65 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0334'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0334'FAYETTEVILLE, 1.6 MILES SOUTHEAST OF THE ROAD CROSSING AT
 FD0334'HOWELL, 97 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF
 FD0334'STATE HIGHWAY 50 AND A ROAD SOUTHWEST, 30 FEET NORTHWEST OF THE
 FD0334'NORTHWEST END OF THE SOUTHWEST ROCK HEAD WALL OF A CULVERT UNDER
 FD0334'RAILROAD, 36 FEET NORTHEAST OF THE CENTER LINE OF THE OLD ROAD
 FD0334'BED LEADING SOUTHEAST, 24 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 FD0334'80 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST
 FD0334'OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW THE TRACK
 FD0334'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0748 ***********************************************************************
 FD0748  DESIGNATION -  TT 29 FR
 FD0748  PID         -  FD0748
 FD0748  STATE/COUNTY-  TN/LEWIS
 FD0748  USGS QUAD   -  GORDONSBURG (1979)
 FD0748
 FD0748                         *CURRENT SURVEY CONTROL
 FD0748  ___________________________________________________________________
 FD0748* NAD 83(1986)-  35 31 19.     (N)    087 29 00.     (W)     SCALED    
 FD0748* NAVD 88     -       281.596  (meters)     923.87   (feet)  ADJUSTED  
 FD0748  ___________________________________________________________________
 FD0748  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD0748  DYNAMIC HT  -         281.337 (meters)     923.02  (feet)  COMP
 FD0748  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FD0748
 FD0748  VERT ORDER  -  FIRST     CLASS II
 FD0748
 FD0748.The horizontal coordinates were scaled from a topographic map and have
 FD0748.an estimated accuracy of +/- 6 seconds.
 FD0748
 FD0748.The orthometric height was determined by differential leveling
 FD0748.and adjusted by the National Geodetic Survey in June 1991..
 FD0748
 FD0748.The geoid height was determined by GEOID03.
 FD0748
 FD0748.The dynamic height is computed by dividing the NAVD 88
 FD0748.geopotential number by the normal gravity value computed on the
 FD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0748.degrees latitude (g = 980.6199 gals.).
 FD0748
 FD0748.The modeled gravity was interpolated from observed gravity values.
 FD0748
 FD0748;                    North         East    Units  Estimated Accuracy
 FD0748;SPC TN       -   132,900.      465,470.      MT  (+/- 180 meters Scaled)
 FD0748
 FD0748                          SUPERSEDED SURVEY CONTROL
 FD0748
 FD0748  NGVD 29 (??/??/92)  281.574  (m)          923.80   (f) ADJ UNCH    1 2
 FD0748
 FD0748.Superseded values are not recommended for survey control.
 FD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0748.See file dsdata.txt to determine how the superseded data were derived.
 FD0748
 FD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE561310(NAD 83)
 FD0748_MARKER: DD = SURVEY DISK
 FD0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0748_STAMPING: TT 29 FR 1935
 FD0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0748+STABILITY: SURFACE MOTION
 FD0748
 FD0748  HISTORY     - Date     Condition        Report By
 FD0748  HISTORY     - 1935     MONUMENTED       USGS
 FD0748  HISTORY     - 1949     GOOD             NGS
 FD0748
 FD0748                          STATION DESCRIPTION
 FD0748
 FD0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0748'5 MI E FROM HOHENWALD.
 FD0748'ABOUT 4.95 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0748'NATIONAL BANK AT HOHENWALD, ABOUT 0.5 MILE SOUTHEAST OF THE
 FD0748'SPRINGER CHURCH OF CHRIST, AT THE TOP OF A GRADE AND THE JUNCTION
 FD0748'OF A ROAD SOUTH, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FD0748'HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH,
 FD0748'53.5 FEET EAST AND ACROSS THE GRAVEL ROAD FROM THE EAST PORCH
 FD0748'CORNER OF A STUCCO HOUSE, 14 FEET SOUTHEAST OF A STOP SIGN, 1 FOOT
 FD0748'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD0748'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FD0748'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2415 ***********************************************************************
 GB2415  DESIGNATION -  TT 29 RCD
 GB2415  PID         -  GB2415
 GB2415  STATE/COUNTY-  TN/JACKSON
 GB2415  USGS QUAD   -  GAINESBORO (1979)
 GB2415
 GB2415                         *CURRENT SURVEY CONTROL
 GB2415  ___________________________________________________________________
 GB2415* NAD 83(1995)-  36 15 16.18471(N)    085 42 36.99622(W)     ADJUSTED  
 GB2415* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GB2415  ___________________________________________________________________
 GB2415  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GB2415  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB2415
 GB2415  HORZ ORDER  -  SECOND
 GB2415
 GB2415.The horizontal coordinates were established by classical geodetic methods
 GB2415.and adjusted by the National Geodetic Survey in April 1999..
 GB2415
 GB2415.The orthometric height was scaled from a topographic map.
 GB2415
 GB2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2415
 GB2415.The geoid height was determined by GEOID03.
 GB2415
 GB2415;                    North         East     Units Scale Factor Converg.
 GB2415;SPC TN       -   213,192.114   626,037.647   MT  0.99997525   +0 10 10.6
 GB2415;SPC TN       -   699,447.79  2,053,925.18   sFT  0.99997525   +0 10 10.6
 GB2415;UTM  16      - 4,012,947.632   615,868.037   MT  0.99976542   +0 45 46.1
 GB2415
 GB2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2415!SPC TN       -   0.99995479  x   0.99997525  =   0.99993004
 GB2415!UTM  16      -   0.99995479  x   0.99976542  =   0.99972022
 GB2415
 GB2415                          SUPERSEDED SURVEY CONTROL
 GB2415
 GB2415  NAD 83(1995)-  36 15 16.18696(N)    085 42 36.99900(W) AD(       ) 2
 GB2415  NAD 83(1995)-  36 15 16.18939(N)    085 42 36.99988(W) AD(       ) 2
 GB2415  NAD 83(1986)-  36 15 16.19621(N)    085 42 36.99783(W) AD(       ) 2
 GB2415  NAD 27      -  36 15 15.97900(N)    085 42 37.06600(W) AD(       ) 2
 GB2415
 GB2415.Superseded values are not recommended for survey control.
 GB2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2415.See file dsdata.txt to determine how the superseded data were derived.
 GB2415
 GB2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1586812948(NAD 83)
 GB2415_MARKER: DB = BENCH MARK DISK
 GB2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2415_STAMPING: TT 29 RCD 1949
 GB2415_MARK LOGO: USGS  
 GB2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2415+STABILITY: SURFACE MOTION
 GB2415
 GB2415  HISTORY     - Date     Condition        Report By
 GB2415  HISTORY     - 1949     MONUMENTED       USGS
 GB2415
 GB2415                          STATION DESCRIPTION
 GB2415
 GB2415'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 GB2415'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF GAINESBORO AND 7 MILES
 GB2415'NORTHWEST OF BAXTER ON THE GROUNDS OF THE NAMELESS SCHOOL. IT IS 101
 GB2415'FEET SOUTH OF CENTER OF GRAVEL ROAD AND 32 FEET EAST OF THE NORTHEAST
 GB2415'CORNER OF SCHOOL BUILDING. THE MARK IS AN 8X8 INCHES CONCRETE POST
 GB2415'WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USGS BM DISK
 GB2415'STAMPED TT 29 RCD 1949.
 GB2415'
 GB2415'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NAMELESS.
 GB2415'THE DISTANCE WAS FOUND TO BE 28.591 METERS, (93.80 FEET).
 GB2415'
 GB2415'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 N AND STATE
 GB2415'HIGHWAY 53 IN CHESTNUT MOUND, GO NORTH AND EAST ON HIGHWAY 53 FOR
 GB2415'9.8 MILES TO A GRAVEL T ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO
 GB2415'SOUTH FOR 2.95 MILES TO THE STATION ON THE SCHOOL GROUNDS ON RIGHT
 GB2415'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0565 ***********************************************************************
 FD0565  DESIGNATION -  TT 29 SH
 FD0565  PID         -  FD0565
 FD0565  STATE/COUNTY-  TN/MAURY
 FD0565  USGS QUAD   -  SPRING HILL (1979)
 FD0565
 FD0565                         *CURRENT SURVEY CONTROL
 FD0565  ___________________________________________________________________
 FD0565* NAD 83(1986)-  35 45 10.     (N)    086 55 59.     (W)     SCALED    
 FD0565* NAVD 88     -       223.604  (meters)     733.61   (feet)  ADJUSTED  
 FD0565  ___________________________________________________________________
 FD0565  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0565  DYNAMIC HT  -         223.406 (meters)     732.96  (feet)  COMP
 FD0565  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0565
 FD0565  VERT ORDER  -  SECOND    CLASS 0
 FD0565
 FD0565.The horizontal coordinates were scaled from a topographic map and have
 FD0565.an estimated accuracy of +/- 6 seconds.
 FD0565
 FD0565.The orthometric height was determined by differential leveling
 FD0565.and adjusted by the National Geodetic Survey in June 1991..
 FD0565
 FD0565.The geoid height was determined by GEOID03.
 FD0565
 FD0565.The dynamic height is computed by dividing the NAVD 88
 FD0565.geopotential number by the normal gravity value computed on the
 FD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0565.degrees latitude (g = 980.6199 gals.).
 FD0565
 FD0565.The modeled gravity was interpolated from observed gravity values.
 FD0565
 FD0565;                    North         East    Units  Estimated Accuracy
 FD0565;SPC TN       -   157,890.      515,620.      MT  (+/- 180 meters Scaled)
 FD0565
 FD0565                          SUPERSEDED SURVEY CONTROL
 FD0565
 FD0565  NGVD 29 (??/??/92)  223.570  (m)          733.50   (f) ADJ UNCH    2 0
 FD0565
 FD0565.Superseded values are not recommended for survey control.
 FD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0565.See file dsdata.txt to determine how the superseded data were derived.
 FD0565
 FD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE060565(NAD 83)
 FD0565_MARKER: DD = SURVEY DISK
 FD0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0565_STAMPING: TT 29 SH 1935
 FD0565_MARK LOGO: USGS  
 FD0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0565+STABILITY: SURFACE MOTION
 FD0565
 FD0565  HISTORY     - Date     Condition        Report By
 FD0565  HISTORY     - 1935     MONUMENTED       USGS
 FD0565  HISTORY     - 1960     GOOD             NGS
 FD0565  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0565
 FD0565                          STATION DESCRIPTION
 FD0565
 FD0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0565'AT SPRING HILL.
 FD0565'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT
 FD0565'ROAD FOR 0.7 MILE.  THE BENCH MARK IS 39 FT. WEST OF DEPOT ROAD,
 FD0565'24 FT. SOUTHWEST OF A TELEPHONE POLE, 17 FT. NORTH OF THE CENTER
 FD0565'OF BEECH ROAD, 8 FT. EAST OF A POWER LINE POLE, 2 FT. NORTH OF
 FD0565'A FENCE, AND 1.6 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET
 FD0565'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL
 FD0565'WITH THE ROAD.
 FD0565
 FD0565                          STATION RECOVERY (1984)
 FD0565
 FD0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0565'SEARCHED FOR BUT NOT RECOVERED, THE CONCRETE POST WAS LOCATED BUT THE
 FD0565'DISK WAS NOT PRESENT.  CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2549 ***********************************************************************
 GA2549  DESIGNATION -  TT 3 DL
 GA2549  PID         -  GA2549
 GA2549  STATE/COUNTY-  TN/UNION
 GA2549  USGS QUAD   -  GRAVESTON (1987)
 GA2549
 GA2549                         *CURRENT SURVEY CONTROL
 GA2549  ___________________________________________________________________
 GA2549* NAD 83(1986)-  36 11 10.     (N)    083 48 43.     (W)     SCALED    
 GA2549* NAVD 88     -       396.443  (meters)    1300.66   (feet)  ADJUSTED  
 GA2549  ___________________________________________________________________
 GA2549  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2549  DYNAMIC HT  -         396.081 (meters)    1299.48  (feet)  COMP
 GA2549  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2549
 GA2549  VERT ORDER  -  SECOND    CLASS 0
 GA2549
 GA2549.The horizontal coordinates were scaled from a topographic map and have
 GA2549.an estimated accuracy of +/- 6 seconds.
 GA2549
 GA2549.The orthometric height was determined by differential leveling
 GA2549.and adjusted by the National Geodetic Survey in June 1991..
 GA2549
 GA2549.The geoid height was determined by GEOID03.
 GA2549
 GA2549.The dynamic height is computed by dividing the NAVD 88
 GA2549.geopotential number by the normal gravity value computed on the
 GA2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2549.degrees latitude (g = 980.6199 gals.).
 GA2549
 GA2549.The modeled gravity was interpolated from observed gravity values.
 GA2549
 GA2549;                    North         East    Units  Estimated Accuracy
 GA2549;SPC TN       -   207,770.      796,800.      MT  (+/- 180 meters Scaled)
 GA2549
 GA2549                          SUPERSEDED SURVEY CONTROL
 GA2549
 GA2549  NGVD 29 (??/??/92)  396.516  (m)         1300.90   (f) ADJ UNCH    2 0
 GA2549
 GA2549.Superseded values are not recommended for survey control.
 GA2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2549.See file dsdata.txt to determine how the superseded data were derived.
 GA2549
 GA2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA471082(NAD 83)
 GA2549_MARKER: DD = SURVEY DISK
 GA2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2549_STAMPING: TT 3DL 1935
 GA2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2549+STABILITY: SURFACE MOTION
 GA2549
 GA2549  HISTORY     - Date     Condition        Report By
 GA2549  HISTORY     - 1935     MONUMENTED       USGS
 GA2549  HISTORY     - 1964     GOOD             TNHD
 GA2549  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2549
 GA2549                          STATION DESCRIPTION
 GA2549
 GA2549'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2549'6.5 MI SW FROM MAYNARDVILLE.
 GA2549'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2549'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2549'TURN LEFT AND GO 4.1 MILES ON STATE ROUTE 144 TO THE MARK ON THE
 GA2549'LEFT.  THE MARK IS 27 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2549'STATE ROUTE 144, 8 FEET NORTH OF A WIRE FENCE AND 0.6 FOOT SOUTH
 GA2549'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A U.S.G.S. BENCH
 GA2549'MARK DISK SET IN A 6-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GA2549'THE GROUND.
 GA2549
 GA2549                          STATION RECOVERY (1980)
 GA2549
 GA2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1273 ***********************************************************************
 FB1273  DESIGNATION -  TT 3 G
 FB1273  PID         -  FB1273
 FB1273  STATE/COUNTY-  TN/COCKE
 FB1273  USGS QUAD   -  NEWPORT (1992)
 FB1273
 FB1273                         *CURRENT SURVEY CONTROL
 FB1273  ___________________________________________________________________
 FB1273* NAD 83(1986)-  35 53 27.     (N)    083 14 01.     (W)     SCALED    
 FB1273* NAVD 88     -       385.06   (+/-2cm)    1263.3    (feet)  VERTCON   
 FB1273  ___________________________________________________________________
 FB1273  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FB1273
 FB1273  VERT ORDER  -  ? (See Below)
 FB1273
 FB1273.The horizontal coordinates were scaled from a topographic map and have
 FB1273.an estimated accuracy of +/- 6 seconds.
 FB1273
 FB1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1273.The vertical order pertains to the NGVD 29 superseded value.
 FB1273
 FB1273.The geoid height was determined by GEOID03.
 FB1273
 FB1273;                    North         East    Units  Estimated Accuracy
 FB1273;SPC TN       -   176,330.      849,730.      MT  (+/- 180 meters Scaled)
 FB1273
 FB1273                          SUPERSEDED SURVEY CONTROL
 FB1273
 FB1273  NGVD 29 (??/??/92)  385.230  (m)         1263.88   (f) ADJ UNCH    ?  
 FB1273
 FB1273.Superseded values are not recommended for survey control.
 FB1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1273.See file dsdata.txt to determine how the superseded data were derived.
 FB1273
 FB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV983741(NAD 83)
 FB1273_MARKER: DD = SURVEY DISK
 FB1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1273_STAMPING: TT 3 G 1934
 FB1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1273+STABILITY: SURFACE MOTION
 FB1273
 FB1273  HISTORY     - Date     Condition        Report By
 FB1273  HISTORY     - 1934     MONUMENTED       USGS
 FB1273  HISTORY     - 1938     GOOD             TVA
 FB1273
 FB1273                          STATION DESCRIPTION
 FB1273
 FB1273'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1273'1.7 MI NE FROM JENKINS CHURCH.
 FB1273'1.7 MILES NORTHEAST ALONG THE JONES COVE-SARDIS ROAD FROM
 FB1273'JENKINS CHURCH, COCKE COUNTY, AT THE W.O. BRYANT FARM, 400
 FB1273'FEET NORTHEAST OF THE HOUSE, 18.8 FEET NORTH OF THE NORTHWEST
 FB1273'CORNER OF A SHED, AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 FB1273'59 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 14 FEET EAST
 FB1273'OF THE CENTERLINE OF THE ROAD, JUST OUTSIDE A WIRE FENCE, AND
 FB1273'AT A GATE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB1273'STAMPED TT 3 G 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1196 ***********************************************************************
 FD1196  DESIGNATION -  TT 3 HA
 FD1196  PID         -  FD1196
 FD1196  STATE/COUNTY-  TN/PERRY
 FD1196  USGS QUAD   -  POPE (1973)
 FD1196
 FD1196                         *CURRENT SURVEY CONTROL
 FD1196  ___________________________________________________________________
 FD1196* NAD 83(1986)-  35 37 15.     (N)    087 52 45.     (W)     SCALED    
 FD1196* NAVD 88     -       180.758  (meters)     593.04   (feet)  ADJUSTED  
 FD1196  ___________________________________________________________________
 FD1196  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1196  DYNAMIC HT  -         180.596 (meters)     592.51  (feet)  COMP
 FD1196  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 FD1196
 FD1196  VERT ORDER  -  FIRST     CLASS II
 FD1196
 FD1196.The horizontal coordinates were scaled from a topographic map and have
 FD1196.an estimated accuracy of +/- 6 seconds.
 FD1196
 FD1196.The orthometric height was determined by differential leveling
 FD1196.and adjusted by the National Geodetic Survey in June 1991..
 FD1196
 FD1196.The geoid height was determined by GEOID03.
 FD1196
 FD1196.The dynamic height is computed by dividing the NAVD 88
 FD1196.geopotential number by the normal gravity value computed on the
 FD1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1196.degrees latitude (g = 980.6199 gals.).
 FD1196
 FD1196.The modeled gravity was interpolated from observed gravity values.
 FD1196
 FD1196;                    North         East    Units  Estimated Accuracy
 FD1196;SPC TN       -   144,480.      429,780.      MT  (+/- 180 meters Scaled)
 FD1196
 FD1196                          SUPERSEDED SURVEY CONTROL
 FD1196
 FD1196  NGVD 29 (??/??/92)  180.758  (m)          593.04   (f) ADJ UNCH    1 2
 FD1196
 FD1196.Superseded values are not recommended for survey control.
 FD1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1196.See file dsdata.txt to determine how the superseded data were derived.
 FD1196
 FD1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE203422(NAD 83)
 FD1196_MARKER: DD = SURVEY DISK
 FD1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1196_STAMPING: TT 3 HA 1935
 FD1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1196+STABILITY: SURFACE MOTION
 FD1196
 FD1196  HISTORY     - Date     Condition        Report By
 FD1196  HISTORY     - 1935     MONUMENTED       USGS
 FD1196  HISTORY     - 1949     GOOD             NGS
 FD1196  HISTORY     - 1975     POOR             TVA
 FD1196
 FD1196                          STATION DESCRIPTION
 FD1196
 FD1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1196'2.8 MI W FROM LINDEN.
 FD1196'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1196'COURT HOUSE AT LINDEN, AT THE OUTSIDE OF A CURVE WITH TANGENTS
 FD1196'EAST-NORTHEAST AND WEST, 27.5 FEET NORTH-NORTHWEST OF THE CENTER
 FD1196'LINE OF THE HIGHWAY, 83 FEET WEST OF THE SOUTHWEST END OF THE
 FD1196'NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 64.5 FEET
 FD1196'EAST OF POWER POLE NO. 197, ABOUT 65 YARDS NORTHEAST OF THE CENTER
 FD1196'OF A DRIVE NORTHWEST OF A LARGE ROCK HOME (LUKE WEBB FARM),
 FD1196'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE
 FD1196'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1196'2 INCHES.
 FD1196
 FD1196                          STATION RECOVERY (1975)
 FD1196
 FD1196'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1196'DESC AND REFERENCES IN BULLETIN GOOD WITH THE EXCEPTION OF 27.5 N NW
 FD1196'OF C/L OF HWY. CHANGE TO READ 29.0 N NW OF C/L OF HWY 20 AND 100.
 FD1196'DELETE-- 1.5 N OF WHITE WOODEN WITNESS POST ADD. STEEL POST AND SIGN
 FD1196'SET 1 FT. N OF MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0309 ***********************************************************************
 FD0309  CBN         -  This is a Cooperative Base Network Control Station.
 FD0309  DESIGNATION -  TT 3 SS
 FD0309  PID         -  FD0309
 FD0309  STATE/COUNTY-  TN/MARSHALL
 FD0309  USGS QUAD   -  BELFAST (1982)
 FD0309
 FD0309                         *CURRENT SURVEY CONTROL
 FD0309  ___________________________________________________________________
 FD0309* NAD 83(1995)-  35 25 10.11623(N)    086 42 03.13081(W)     ADJUSTED  
 FD0309* NAVD 88     -       253.295  (meters)     831.02   (feet)  ADJUSTED  
 FD0309  ___________________________________________________________________
 FD0309  X           -     299,471.550 (meters)                     COMP
 FD0309  Y           -  -5,195,153.527 (meters)                     COMP
 FD0309  Z           -   3,676,021.701 (meters)                     COMP
 FD0309  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FD0309  ELLIP HEIGHT-         225.44  (meters)          (08/03/04) GPS OBS
 FD0309  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0309  DYNAMIC HT  -         253.063 (meters)     830.26  (feet)  COMP
 FD0309  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FD0309
 FD0309  HORZ ORDER  -  A
 FD0309  VERT ORDER  -  FIRST     CLASS II
 FD0309  ELLP ORDER  -  FOURTH    CLASS I
 FD0309
 FD0309.The horizontal coordinates were established by GPS observations
 FD0309.and adjusted by the National Geodetic Survey in August 2004..
 FD0309
 FD0309.The orthometric height was determined by differential leveling
 FD0309.and adjusted by the National Geodetic Survey in June 1991..
 FD0309
 FD0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0309
 FD0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0309
 FD0309.The ellipsoidal height was determined by GPS observations
 FD0309.and is referenced to NAD 83.
 FD0309
 FD0309.The geoid height was determined by GEOID03.
 FD0309
 FD0309.The dynamic height is computed by dividing the NAVD 88
 FD0309.geopotential number by the normal gravity value computed on the
 FD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0309.degrees latitude (g = 980.6199 gals.).
 FD0309
 FD0309.The modeled gravity was interpolated from observed gravity values.
 FD0309
 FD0309;                    North         East     Units Scale Factor Converg.
 FD0309;SPC TN       -   120,735.091   536,349.294   MT  0.99997442   -0 24 37.1
 FD0309;SPC TN       -   396,111.71  1,759,672.64   sFT  0.99997442   -0 24 37.1
 FD0309;UTM  16      - 3,919,604.137   527,156.146   MT  0.99960909   +0 10 24.1
 FD0309
 FD0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0309!SPC TN       -   0.99996462  x   0.99997442  =   0.99993904
 FD0309!UTM  16      -   0.99996462  x   0.99960909  =   0.99957372
 FD0309
 FD0309                          SUPERSEDED SURVEY CONTROL
 FD0309
 FD0309  NGVD 29 (??/??/92)  253.268  (m)          830.93   (f) ADJ UNCH    1 2
 FD0309
 FD0309.Superseded values are not recommended for survey control.
 FD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0309.See file dsdata.txt to determine how the superseded data were derived.
 FD0309
 FD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2715619604(NAD 83)
 FD0309_MARKER: DD = SURVEY DISK
 FD0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0309_STAMPING: TT 3 SS 1935
 FD0309_MARK LOGO: USGS  
 FD0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0309+STABILITY: SURFACE MOTION
 FD0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0309+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0309
 FD0309  HISTORY     - Date     Condition        Report By
 FD0309  HISTORY     - 1935     MONUMENTED       USGS
 FD0309  HISTORY     - 1949     GOOD             NGS
 FD0309  HISTORY     - 20020520 GOOD             TNDT
 FD0309  HISTORY     - 20031010 GOOD             TNDT
 FD0309
 FD0309                          STATION DESCRIPTION
 FD0309
 FD0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0309'AT BELFAST.
 FD0309'AT BELFAST, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0309'RAILWAY, ABOUT 0.1 MILE EAST OF THE CROSSING OF STATE HIGHWAY
 FD0309'50, AT A ROAD CROSSING AND CEMETERY, ABOUT 325 FEET SOUTHEAST AND
 FD0309'ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF THE OLD RAILWAY
 FD0309'STATION, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 FD0309'NORTHEAST OF THE NORTHEAST RAIL, 62.8 FEET NORTH AND ACROSS THE
 FD0309'TRACK FROM POLE 61/3, 28 FEET SOUTHWEST OF THE WEST END OF A
 FD0309'ROCK WALL ALONG NORTH SIDE OF CEMETERY, 20.3 FEET SOUTH-SOUTHEAST
 FD0309'OF A POWER TRANSFORMER POST, ABOUT LEVEL WITH THE TRACK AND SET
 FD0309'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FD0309
 FD0309                          STATION RECOVERY (2002)
 FD0309
 FD0309'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0309'RECOVERED IN GOOD CONDITION.
 FD0309
 FD0309                          STATION RECOVERY (2003)
 FD0309
 FD0309'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0257 ***********************************************************************
 FE0257  DESIGNATION -  TT 3 WO
 FE0257  PID         -  FE0257
 FE0257  STATE/COUNTY-  TN/HARDIN
 FE0257  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0257
 FE0257                         *CURRENT SURVEY CONTROL
 FE0257  ___________________________________________________________________
 FE0257* NAD 83(1986)-  35 09 00.     (N)    088 19 16.     (W)     SCALED    
 FE0257* NAVD 88     -       143.546  (meters)     470.95   (feet)  ADJUSTED  
 FE0257  ___________________________________________________________________
 FE0257  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE0257  DYNAMIC HT  -         143.414 (meters)     470.52  (feet)  COMP
 FE0257  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 FE0257
 FE0257  VERT ORDER  -  FIRST     CLASS II
 FE0257
 FE0257.The horizontal coordinates were scaled from a topographic map and have
 FE0257.an estimated accuracy of +/- 6 seconds.
 FE0257
 FE0257.The orthometric height was determined by differential leveling
 FE0257.and adjusted by the National Geodetic Survey in June 1991..
 FE0257.WARNING-Repeat measurements at this control monument indicate possible
 FE0257.vertical movement.
 FE0257
 FE0257.The geoid height was determined by GEOID03.
 FE0257
 FE0257.The dynamic height is computed by dividing the NAVD 88
 FE0257.geopotential number by the normal gravity value computed on the
 FE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0257.degrees latitude (g = 980.6199 gals.).
 FE0257
 FE0257.The modeled gravity was interpolated from observed gravity values.
 FE0257
 FE0257;                    North         East    Units  Estimated Accuracy
 FE0257;SPC TN       -    93,120.      388,510.      MT  (+/- 180 meters Scaled)
 FE0257
 FE0257                          SUPERSEDED SURVEY CONTROL
 FE0257
 FE0257  NGVD 29 (??/??/??)  143.554  (m)          470.98   (f) ADJUSTED    1 2
 FE0257
 FE0257.Superseded values are not recommended for survey control.
 FE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0257.See file dsdata.txt to determine how the superseded data were derived.
 FE0257
 FE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD796904(NAD 83)
 FE0257_MARKER: DD = SURVEY DISK
 FE0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0257_STAMPING: 471.042 TT 3 WO 1934
 FE0257_MARK LOGO: USGS  
 FE0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0257+STABILITY: SURFACE MOTION
 FE0257
 FE0257  HISTORY     - Date     Condition        Report By
 FE0257  HISTORY     - 1934     MONUMENTED       USGS
 FE0257  HISTORY     - 1949     GOOD             CGS
 FE0257
 FE0257                          STATION DESCRIPTION
 FE0257
 FE0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0257'AT PITTSBURGH LANDING.
 FE0257'AT PITTSBURG LANDING, HARDIN COUNTY, 171 FEET SOUTHEAST OF THE
 FE0257'SOUTHEAST CORNER OF THE POST OFFICE, AT THE MAIN ENTRANCE TO
 FE0257'THE SHILOH NATIONAL MILITARY PARK, 66 FEET EAST OF THE
 FE0257'SOUTHWEST CORNER OF THE CEMETERY, 22 FEET NORTH OF THE CENTERLINE
 FE0257'OF A GRAVEL ROAD ALONG SOUTH SIDE OF THE CEMETERY, 5 FEET SOUTH
 FE0257'OF THE MASONRY STONE FENCE AROUND THE CEMETERY, 7 FEET SOUTH
 FE0257'OF A STEEL POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 FE0257'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 471.042
 FE0257'TT 3 WO 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0257'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0350 ***********************************************************************
 FD0350  DESIGNATION -  TT 30 EI
 FD0350  PID         -  FD0350
 FD0350  STATE/COUNTY-  TN/LINCOLN
 FD0350  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0350
 FD0350                         *CURRENT SURVEY CONTROL
 FD0350  ___________________________________________________________________
 FD0350* NAD 83(1986)-  35 09 42.     (N)    086 31 00.     (W)     SCALED    
 FD0350* NAVD 88     -       221.716  (meters)     727.41   (feet)  ADJUSTED  
 FD0350  ___________________________________________________________________
 FD0350  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0350  DYNAMIC HT  -         221.510 (meters)     726.74  (feet)  COMP
 FD0350  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0350
 FD0350  VERT ORDER  -  FIRST     CLASS II
 FD0350
 FD0350.The horizontal coordinates were scaled from a topographic map and have
 FD0350.an estimated accuracy of +/- 6 seconds.
 FD0350
 FD0350.The orthometric height was determined by differential leveling
 FD0350.and adjusted by the National Geodetic Survey in June 1991..
 FD0350
 FD0350.The geoid height was determined by GEOID03.
 FD0350
 FD0350.The dynamic height is computed by dividing the NAVD 88
 FD0350.geopotential number by the normal gravity value computed on the
 FD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0350.degrees latitude (g = 980.6199 gals.).
 FD0350
 FD0350.The modeled gravity was interpolated from observed gravity values.
 FD0350
 FD0350;                    North         East    Units  Estimated Accuracy
 FD0350;SPC TN       -    92,030.      552,930.      MT  (+/- 180 meters Scaled)
 FD0350
 FD0350                          SUPERSEDED SURVEY CONTROL
 FD0350
 FD0350  NGVD 29 (??/??/92)  221.696  (m)          727.35   (f) ADJ UNCH    1 2
 FD0350
 FD0350.Superseded values are not recommended for survey control.
 FD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0350.See file dsdata.txt to determine how the superseded data were derived.
 FD0350
 FD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED440910(NAD 83)
 FD0350_MARKER: DD = SURVEY DISK
 FD0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0350_STAMPING: TT 30 EI 1935
 FD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0350+STABILITY: SURFACE MOTION
 FD0350
 FD0350  HISTORY     - Date     Condition        Report By
 FD0350  HISTORY     - 1935     MONUMENTED       USGS
 FD0350  HISTORY     - 1949     GOOD             NGS
 FD0350
 FD0350                          STATION DESCRIPTION
 FD0350
 FD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0350'2.8 MI SE FROM FAYETTEVILLE.
 FD0350'2.75 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0350'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE,
 FD0350'AT A ROAD CROSSING, 67 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 FD0350'INTERSECTION OF U.S. HIGHWAY 64 AND THE ROAD, 40.8 FEET SOUTH OF
 FD0350'THE CENTER LINE OF THE HIGHWAY, 27 1/2 FEET WEST-SOUTHWEST OF
 FD0350'TELEPHONE POLE NO. 29, 32 FEET SOUTH-SOUTHEAST OF THE EAST END
 FD0350'OF AN 18-INCH PIPE CULVERT UNDER ROAD, 23 FEET NORTH-NORTHEAST
 FD0350'OF THE CENTER OF THE ROAD CROSSING, 17.5 FEET NORTH OF THE NORTH
 FD0350'RAIL, 15 1/2 FEET EAST-NORTHEAST OF THE CENTER OF THE GRAVEL
 FD0350'ROAD, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 FD0350'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1413 ***********************************************************************
 FB1413  DESIGNATION -  TT 31 G
 FB1413  PID         -  FB1413
 FB1413  STATE/COUNTY-  TN/SEVIER
 FB1413  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1413
 FB1413                         *CURRENT SURVEY CONTROL
 FB1413  ___________________________________________________________________
 FB1413* NAD 83(1986)-  35 48 53.     (N)    083 27 42.     (W)     SCALED    
 FB1413* NAVD 88     -       316.22   (+/-2cm)    1037.5    (feet)  VERTCON   
 FB1413  ___________________________________________________________________
 FB1413  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1413
 FB1413  VERT ORDER  -  ? (See Below)
 FB1413
 FB1413.The horizontal coordinates were scaled from a topographic map and have
 FB1413.an estimated accuracy of +/- 6 seconds.
 FB1413
 FB1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1413.The vertical order pertains to the NGVD 29 superseded value.
 FB1413
 FB1413.The geoid height was determined by GEOID03.
 FB1413
 FB1413;                    North         East    Units  Estimated Accuracy
 FB1413;SPC TN       -   167,330.      829,360.      MT  (+/- 180 meters Scaled)
 FB1413
 FB1413                          SUPERSEDED SURVEY CONTROL
 FB1413
 FB1413  NGVD 29 (??/??/92)  316.348  (m)         1037.89   (f) ADJ UNCH    ?  
 FB1413
 FB1413.Superseded values are not recommended for survey control.
 FB1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1413.See file dsdata.txt to determine how the superseded data were derived.
 FB1413
 FB1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV775661(NAD 83)
 FB1413_MARKER: DD = SURVEY DISK
 FB1413_SETTING: 80 = SET IN A BOULDER
 FB1413_SP_SET: BOULDER
 FB1413_STAMPING: TT 31 G 1934
 FB1413_MARK LOGO: USGS  
 FB1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1413+STABILITY: SURFACE MOTION
 FB1413
 FB1413  HISTORY     - Date     Condition        Report By
 FB1413  HISTORY     - 1934     MONUMENTED       USGS
 FB1413  HISTORY     - 1938     GOOD             TVA
 FB1413
 FB1413                          STATION DESCRIPTION
 FB1413
 FB1413'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1413'5.1 MI SE FROM HARRISBURG.
 FB1413'5.1 MILES SOUTHEAST ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1413'SEVIER COUNTY, 8.3 MILES SOUTHEAST OF SEVIERVILLE, 0.5 MILE UP
 FB1413'BIRD CREEK FROM ITS JUNCTION WITH LITTLE PIGEON RIVER, 415 FEET
 FB1413'WEST OF THE NORTHWEST CORNER OF A HOUSE, 130 FEET NORTHEAST OF
 FB1413'ANOTHER HOUSE, 55 FEET NORTHEAST OF THE MIDDLE OF A CONCRETE
 FB1413'BRIDGE OVER BIRD CREEK, 18 FEET NORTH OF THE CENTERLINE OF THE
 FB1413'ROAD, AND IN THE TOP OF A 10-FOOT-HIGH BOULDER.  A UNITED STATES
 FB1413'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 31 G 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0331 ***********************************************************************
 FD0331  DESIGNATION -  TT 31 SS
 FD0331  PID         -  FD0331
 FD0331  STATE/COUNTY-  TN/LINCOLN
 FD0331  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0331
 FD0331                         *CURRENT SURVEY CONTROL
 FD0331  ___________________________________________________________________
 FD0331* NAD 83(1986)-  35 13 51.     (N)    086 36 40.     (W)     SCALED    
 FD0331* NAVD 88     -       229.282  (meters)     752.24   (feet)  ADJUSTED  
 FD0331  ___________________________________________________________________
 FD0331  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0331  DYNAMIC HT  -         229.071 (meters)     751.54  (feet)  COMP
 FD0331  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 FD0331
 FD0331  VERT ORDER  -  FIRST     CLASS II
 FD0331
 FD0331.The horizontal coordinates were scaled from a topographic map and have
 FD0331.an estimated accuracy of +/- 6 seconds.
 FD0331
 FD0331.The orthometric height was determined by differential leveling
 FD0331.and adjusted by the National Geodetic Survey in June 1991..
 FD0331
 FD0331.The geoid height was determined by GEOID03.
 FD0331
 FD0331.The dynamic height is computed by dividing the NAVD 88
 FD0331.geopotential number by the normal gravity value computed on the
 FD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0331.degrees latitude (g = 980.6199 gals.).
 FD0331
 FD0331.The modeled gravity was interpolated from observed gravity values.
 FD0331
 FD0331;                    North         East    Units  Estimated Accuracy
 FD0331;SPC TN       -    99,750.      544,370.      MT  (+/- 180 meters Scaled)
 FD0331
 FD0331                          SUPERSEDED SURVEY CONTROL
 FD0331
 FD0331  NGVD 29 (??/??/92)  229.262  (m)          752.17   (f) ADJ UNCH    1 2
 FD0331
 FD0331.Superseded values are not recommended for survey control.
 FD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0331.See file dsdata.txt to determine how the superseded data were derived.
 FD0331
 FD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED353987(NAD 83)
 FD0331_MARKER: DD = SURVEY DISK
 FD0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0331_STAMPING: TT 31 SS 1935
 FD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0331+STABILITY: SURFACE MOTION
 FD0331
 FD0331  HISTORY     - Date     Condition        Report By
 FD0331  HISTORY     - 1935     MONUMENTED       USGS
 FD0331  HISTORY     - 1949     GOOD             NGS
 FD0331
 FD0331                          STATION DESCRIPTION
 FD0331
 FD0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0331'6.2 MI NW FROM FAYETTEVILLE.
 FD0331'6.25 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0331'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE,
 FD0331'AT HOWELL, IN THE FRONT LAWN OF A BRICK CHURCH, 75.8 FEET
 FD0331'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BELFRY OF CHURCH,
 FD0331'53 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 36 FEET
 FD0331'EAST-NORTHEAST OF TELEPHONE POLE NO. 1, 11 FEET NORTHWEST OF A
 FD0331'3 1/2-INCH SILVER POPLAR TREE, ABOUT 8 FEET ABOVE THE TRACK AND
 FD0331'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE--
 FD0331'MARK IS ABOUT 6.3 MILES SOUTHEAST OF THE STATION AT PETERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0859 ***********************************************************************
 GB0859  DESIGNATION -  TT 32 E
 GB0859  PID         -  GB0859
 GB0859  STATE/COUNTY-  TN/MORGAN
 GB0859  USGS QUAD   -  LANCING (1984)
 GB0859
 GB0859                         *CURRENT SURVEY CONTROL
 GB0859  ___________________________________________________________________
 GB0859* NAD 83(1986)-  36 03 53.     (N)    084 38 56.     (W)     SCALED    
 GB0859* NAVD 88     -       277.593  (meters)     910.74   (feet)  ADJUSTED  
 GB0859  ___________________________________________________________________
 GB0859  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB0859  DYNAMIC HT  -         277.343 (meters)     909.92  (feet)  COMP
 GB0859  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 GB0859
 GB0859  VERT ORDER  -  FIRST     CLASS II
 GB0859
 GB0859.The horizontal coordinates were scaled from a topographic map and have
 GB0859.an estimated accuracy of +/- 6 seconds.
 GB0859
 GB0859.The orthometric height was determined by differential leveling
 GB0859.and adjusted by the National Geodetic Survey in June 1991..
 GB0859
 GB0859.The geoid height was determined by GEOID03.
 GB0859
 GB0859.The dynamic height is computed by dividing the NAVD 88
 GB0859.geopotential number by the normal gravity value computed on the
 GB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0859.degrees latitude (g = 980.6199 gals.).
 GB0859
 GB0859.The modeled gravity was interpolated from observed gravity values.
 GB0859
 GB0859;                    North         East    Units  Estimated Accuracy
 GB0859;SPC TN       -   192,940.      721,710.      MT  (+/- 180 meters Scaled)
 GB0859
 GB0859                          SUPERSEDED SURVEY CONTROL
 GB0859
 GB0859  NGVD 29 (??/??/92)  277.711  (m)          911.12   (f) ADJ UNCH    1 2
 GB0859
 GB0859.Superseded values are not recommended for survey control.
 GB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0859.See file dsdata.txt to determine how the superseded data were derived.
 GB0859
 GB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE117936(NAD 83)
 GB0859_MARKER: DD = SURVEY DISK
 GB0859_SETTING: 66 = SET IN ROCK OUTCROP
 GB0859_SP_SET: ROCK LEDGE
 GB0859_STAMPING: TT 32 E 1930
 GB0859_MARK LOGO: USGS  
 GB0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0859+STABILITY: POSITION/ELEVATION WELL
 GB0859
 GB0859  HISTORY     - Date     Condition        Report By
 GB0859  HISTORY     - 1930     MONUMENTED       USGS
 GB0859  HISTORY     - 1950     GOOD             NGS
 GB0859  HISTORY     - 1968     MARK NOT FOUND   USGS
 GB0859
 GB0859                          STATION DESCRIPTION
 GB0859
 GB0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0859'5.2 MI S FROM LANCING.
 GB0859'ABOUT 5.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0859'AT LANCING, ABOUT 0.2 MILE SOUTHEAST OF THE STATION SIGN AT NEMO,
 GB0859'ABOUT 0.3 MILE SOUTHEAST OF THE SOUTHEAST END OF NEMO TUNNEL, ABOUT
 GB0859'130 YARDS NORTHWEST OF SEMAPHORE SIGNAL NO. 246.5, 20 FEET NORTHEAST
 GB0859'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 126 FEET NORTHWEST OF
 GB0859'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADALL OF A 24-INCH
 GB0859'PIPE CULVERT, SET IN THE TOP OF A SLIGHTLY SLANTING ROCK LEDGE AND
 GB0859'ABOUT 9 FEET ABOVE THE TRACK.
 GB0859
 GB0859                          STATION RECOVERY (1968)
 GB0859
 GB0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GB0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0402 ***********************************************************************
 FD0402  DESIGNATION -  TT 32 MN
 FD0402  PID         -  FD0402
 FD0402  STATE/COUNTY-  TN/GILES
 FD0402  USGS QUAD   -  TARPLEY (1982)
 FD0402
 FD0402                         *CURRENT SURVEY CONTROL
 FD0402  ___________________________________________________________________
 FD0402* NAD 83(1986)-  35 13 47.     (N)    086 53 22.     (W)     SCALED    
 FD0402* NAVD 88     -       229.039  (meters)     751.44   (feet)  ADJUSTED  
 FD0402  ___________________________________________________________________
 FD0402  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0402  DYNAMIC HT  -         228.826 (meters)     750.74  (feet)  COMP
 FD0402  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0402
 FD0402  VERT ORDER  -  SECOND    CLASS 0
 FD0402
 FD0402.The horizontal coordinates were scaled from a topographic map and have
 FD0402.an estimated accuracy of +/- 6 seconds.
 FD0402
 FD0402.The orthometric height was determined by differential leveling
 FD0402.and adjusted by the National Geodetic Survey in June 1991..
 FD0402
 FD0402.The geoid height was determined by GEOID03.
 FD0402
 FD0402.The dynamic height is computed by dividing the NAVD 88
 FD0402.geopotential number by the normal gravity value computed on the
 FD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0402.degrees latitude (g = 980.6199 gals.).
 FD0402
 FD0402.The modeled gravity was interpolated from observed gravity values.
 FD0402
 FD0402;                    North         East    Units  Estimated Accuracy
 FD0402;SPC TN       -    99,820.      519,030.      MT  (+/- 180 meters Scaled)
 FD0402
 FD0402                          SUPERSEDED SURVEY CONTROL
 FD0402
 FD0402  NGVD 29 (??/??/92)  229.014  (m)          751.36   (f) ADJ UNCH    2 0
 FD0402
 FD0402.Superseded values are not recommended for survey control.
 FD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0402.See file dsdata.txt to determine how the superseded data were derived.
 FD0402
 FD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED100985(NAD 83)
 FD0402_MARKER: DD = SURVEY DISK
 FD0402_SETTING: 66 = SET IN ROCK OUTCROP
 FD0402_SP_SET: SET IN ROCK OUTCROP
 FD0402_STAMPING: TT 32 MN 1935
 FD0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0402+STABILITY: POSITION/ELEVATION WELL
 FD0402
 FD0402  HISTORY     - Date     Condition        Report By
 FD0402  HISTORY     - 1935     MONUMENTED       USGS
 FD0402  HISTORY     - 1960     GOOD             NGS
 FD0402
 FD0402                          STATION DESCRIPTION
 FD0402
 FD0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0402'AT BEECH HILL.
 FD0402'THE BENCH MARK IS AT BEECH HILL, 95 FT. EAST OF THE NORTHEAST
 FD0402'CORNER OF THE BEECH SCHOOL, 54 FT. SOUTHWEST OF THE CENTER OF
 FD0402'A Y JUNCTION, 17 FT. WEST OF A ROAD SIGN, 1.9 FT. SOUTH OF THE
 FD0402'SOUTH SIDE OF THE SOUTH GATE PILLAR AT THE DRIVEWAY TO THE
 FD0402'BEECH SCHOOL.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 FD0402'TOP OF A BED ROCK THAT IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2426 ***********************************************************************
 GB2426  DESIGNATION -  TT 32 RCD
 GB2426  PID         -  GB2426
 GB2426  STATE/COUNTY-  TN/PUTNAM
 GB2426  USGS QUAD   -  SILVER POINT (1981)
 GB2426
 GB2426                         *CURRENT SURVEY CONTROL
 GB2426  ___________________________________________________________________
 GB2426* NAD 83(1995)-  36 05 32.78780(N)    085 44 05.18748(W)     ADJUSTED  
 GB2426* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2426  ___________________________________________________________________
 GB2426  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GB2426  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2426
 GB2426  HORZ ORDER  -  SECOND
 GB2426
 GB2426.The horizontal coordinates were established by classical geodetic methods
 GB2426.and adjusted by the National Geodetic Survey in April 1999..
 GB2426
 GB2426.The orthometric height was scaled from a topographic map.
 GB2426
 GB2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2426
 GB2426.The geoid height was determined by GEOID03.
 GB2426
 GB2426;                    North         East     Units Scale Factor Converg.
 GB2426;SPC TN       -   195,204.596   623,884.768   MT  0.99995854   +0 09 19.0
 GB2426;SPC TN       -   640,433.75  2,046,861.94   sFT  0.99995854   +0 09 19.0
 GB2426;UTM  16      - 3,994,942.509   613,901.412   MT  0.99975985   +0 44 43.5
 GB2426
 GB2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2426!SPC TN       -   0.99995536  x   0.99995854  =   0.99991390
 GB2426!UTM  16      -   0.99995536  x   0.99975985  =   0.99971522
 GB2426
 GB2426                          SUPERSEDED SURVEY CONTROL
 GB2426
 GB2426  NAD 83(1995)-  36 05 32.78965(N)    085 44 05.19150(W) AD(       ) 2
 GB2426  NAD 83(1995)-  36 05 32.78983(N)    085 44 05.19078(W) AD(       ) 2
 GB2426  NAD 83(1986)-  36 05 32.80009(N)    085 44 05.18726(W) AD(       ) 2
 GB2426  NAD 27      -  36 05 32.58700(N)    085 44 05.24600(W) AD(       ) 2
 GB2426
 GB2426.Superseded values are not recommended for survey control.
 GB2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2426.See file dsdata.txt to determine how the superseded data were derived.
 GB2426
 GB2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1390194943(NAD 83)
 GB2426_MARKER: DB = BENCH MARK DISK
 GB2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2426_STAMPING: TT 32 RCD 1949
 GB2426_MARK LOGO: USGS  
 GB2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2426+STABILITY: SURFACE MOTION
 GB2426
 GB2426  HISTORY     - Date     Condition        Report By
 GB2426  HISTORY     - 1949     MONUMENTED       USGS
 GB2426
 GB2426                          STATION DESCRIPTION
 GB2426
 GB2426'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (LWS)
 GB2426'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF COOKEVILLE AND 7 MILES
 GB2426'SOUTHWEST OF BAXTER ON PROPERTY OWNED BY THE SILVER POINT
 GB2426'SCHOOL. IT IS 172 FEET NORTHWEST OF THE INTERSECTION OF PAVED ROAD
 GB2426'AND GRAVEL ROAD NORTHWEST, 161 FEET SOUTHEAST OF THE SOUTHEAST
 GB2426'CORNER OF SCHOOL AND 35 FEET EAST OF THE CENTER OF GRAVEL ROAD. THE
 GB2426'MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES WITH
 GB2426'A STANDARD USGS BENCH MARK DISK ATOP STAMPED TT 32 RCD 1949.A
 GB2426'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SILVER
 GB2426'POINT AND THE DISTANCE WAS FOUND TO BE 23.792 METERS (78.06) FEET.
 GB2426'
 GB2426'TO REACH THE STATION FROM THE TENNESSEE CENTRAL RAILROAD DEPOT IN
 GB2426'BAXTER, GO SOUTHWEST ON STATE HIGHWAY NO. 56 FOR 7.2 MILE TO A FORK
 GB2426'IN ROAD, TAKE RIGHT FORK AND GO WEST ON PAVED ROAD FOR 0.6 MILE TO
 GB2426'THE DRIVEWAY INTO SCHOOL ON THE RIGHT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2080 ***********************************************************************
 FB2080  DESIGNATION -  TT 32 SH
 FB2080  PID         -  FB2080
 FB2080  STATE/COUNTY-  TN/KNOX
 FB2080  USGS QUAD   -  SHOOKS GAP (1987)
 FB2080
 FB2080                         *CURRENT SURVEY CONTROL
 FB2080  ___________________________________________________________________
 FB2080* NAD 83(1986)-  35 57 07.     (N)    083 51 59.     (W)     SCALED    
 FB2080* NAVD 88     -       254.16   (+/-2cm)     833.9    (feet)  VERTCON   
 FB2080  ___________________________________________________________________
 FB2080  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2080
 FB2080  VERT ORDER  -  ? (See Below)
 FB2080
 FB2080.The horizontal coordinates were scaled from a topographic map and have
 FB2080.an estimated accuracy of +/- 6 seconds.
 FB2080
 FB2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2080.The vertical order pertains to the NGVD 29 superseded value.
 FB2080
 FB2080.The geoid height was determined by GEOID03.
 FB2080
 FB2080;                    North         East    Units  Estimated Accuracy
 FB2080;SPC TN       -   181,680.      792,470.      MT  (+/- 180 meters Scaled)
 FB2080
 FB2080                          SUPERSEDED SURVEY CONTROL
 FB2080
 FB2080  NGVD 29 (??/??/92)  254.298  (m)          834.31   (f) ADJ UNCH    ?  
 FB2080
 FB2080.Superseded values are not recommended for survey control.
 FB2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2080.See file dsdata.txt to determine how the superseded data were derived.
 FB2080
 FB2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV414824(NAD 83)
 FB2080_MARKER: DD = SURVEY DISK
 FB2080_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB2080_STAMPING: TT 32 SH 1934
 FB2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2080
 FB2080  HISTORY     - Date     Condition        Report By
 FB2080  HISTORY     - 1934     MONUMENTED       USGS
 FB2080  HISTORY     - 1936     GOOD             USGS
 FB2080  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2080
 FB2080                          STATION DESCRIPTION
 FB2080
 FB2080'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2080'AT KNOXVILLE.
 FB2080'NEAR THE EAST CITY LIMITS OF KNOXVILLE, ON ISLAND HOME PIKE, 300
 FB2080'FEET NORTHWEST OF THE CITY LIMITS, 178 FEET NORTHWEST OF THE
 FB2080'SOUTHERN RAILWAY SPUR TRACK TO THE ROSS-REPUBLIC MARBLE QUARRY,
 FB2080'AT THE JUNCTION OF A ROAD LEADING NORTHEAST, ON THE RECTOR MARTIN
 FB2080'PROPERTY, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 FB2080'15.5 FEET EAST OF AN IRON RING IN A BOULDER, 24.4 FEET
 FB2080'WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 FB2080'A LARGE ROCK PROJECTING 10 INCHES ABOVE GROUND.  A UNITED STATES
 FB2080'GEOLOGICAL SURVEY STANDARD DISK STAMPED TT 32 SH 1934.
 FB2080
 FB2080                          STATION RECOVERY (1982)
 FB2080
 FB2080'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1537 ***********************************************************************
 GC1537  DESIGNATION -  TT 33 E 1
 GC1537  PID         -  GC1537
 GC1537  STATE/COUNTY-  TN/DICKSON
 GC1537  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1537
 GC1537                         *CURRENT SURVEY CONTROL
 GC1537  ___________________________________________________________________
 GC1537* NAD 83(1986)-  36 05 33.     (N)    087 30 56.     (W)     SCALED    
 GC1537* NAVD 88     -       252.297  (meters)     827.74   (feet)  ADJUSTED  
 GC1537  ___________________________________________________________________
 GC1537  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1537  DYNAMIC HT  -         252.077 (meters)     827.02  (feet)  COMP
 GC1537  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 GC1537
 GC1537  VERT ORDER  -  FIRST     CLASS II
 GC1537
 GC1537.The horizontal coordinates were scaled from a topographic map and have
 GC1537.an estimated accuracy of +/- 6 seconds.
 GC1537
 GC1537.The orthometric height was determined by differential leveling
 GC1537.and adjusted by the National Geodetic Survey in June 1991..
 GC1537
 GC1537.The geoid height was determined by GEOID03.
 GC1537
 GC1537.The dynamic height is computed by dividing the NAVD 88
 GC1537.geopotential number by the normal gravity value computed on the
 GC1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1537.degrees latitude (g = 980.6199 gals.).
 GC1537
 GC1537.The modeled gravity was interpolated from observed gravity values.
 GC1537
 GC1537;                    North         East    Units  Estimated Accuracy
 GC1537;SPC TN       -   196,240.      463,520.      MT  (+/- 180 meters Scaled)
 GC1537
 GC1537                          SUPERSEDED SURVEY CONTROL
 GC1537
 GC1537  NGVD 29 (??/??/92)  252.296  (m)          827.74   (f) ADJ UNCH    1 2
 GC1537
 GC1537.Superseded values are not recommended for survey control.
 GC1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1537.See file dsdata.txt to determine how the superseded data were derived.
 GC1537
 GC1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE535943(NAD 83)
 GC1537_MARKER: DD = SURVEY DISK
 GC1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1537_STAMPING: TT 33 E 1 1935
 GC1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1537+STABILITY: SURFACE MOTION
 GC1537
 GC1537  HISTORY     - Date     Condition        Report By
 GC1537  HISTORY     - 1935     MONUMENTED       USGS
 GC1537  HISTORY     - 1948     GOOD             NGS
 GC1537  HISTORY     - 1988     GOOD             USPSQD
 GC1537
 GC1537                          STATION DESCRIPTION
 GC1537
 GC1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1537'AT TENNESSEE CITY.
 GC1537'AT TENNESSEE CITY, 119 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC1537'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 46.5
 GC1537'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 60 FEET SOUTH OF THE
 GC1537'CENTER LINE OF AN EAST-WEST ROAD, 23 FEET WEST OF THE CENTER LINE
 GC1537'OF A NORTH-SOUTH ROAD, 60 FEET NORTHWEST OF A RAILROAD SIGNAL AT
 GC1537'THE WEST END OF A CROSSOVER TRACK, 58 FEET EAST-NORTHEAST OF POLE
 GC1537'NO. 49+25, 20 FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE, 1 FOOT
 GC1537'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 GC1537'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GC1537'NOTE-- STAMPING IS BATTERED SO THAT IT IS HARDLY LEGIBLE.
 GC1537
 GC1537                          STATION RECOVERY (1988)
 GC1537
 GC1537'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2088 ***********************************************************************
 FB2088  DESIGNATION -  TT 33 SH
 FB2088  PID         -  FB2088
 FB2088  STATE/COUNTY-  TN/KNOX
 FB2088  USGS QUAD   -  SHOOKS GAP (1987)
 FB2088
 FB2088                         *CURRENT SURVEY CONTROL
 FB2088  ___________________________________________________________________
 FB2088* NAD 83(1986)-  35 56 04.     (N)    083 49 57.     (W)     SCALED    
 FB2088* NAVD 88     -       255.79   (+/-2cm)     839.2    (feet)  VERTCON   
 FB2088  ___________________________________________________________________
 FB2088  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB2088
 FB2088  VERT ORDER  -  ? (See Below)
 FB2088
 FB2088.The horizontal coordinates were scaled from a topographic map and have
 FB2088.an estimated accuracy of +/- 6 seconds.
 FB2088
 FB2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2088.The vertical order pertains to the NGVD 29 superseded value.
 FB2088
 FB2088.The geoid height was determined by GEOID03.
 FB2088
 FB2088;                    North         East    Units  Estimated Accuracy
 FB2088;SPC TN       -   179,810.      795,570.      MT  (+/- 180 meters Scaled)
 FB2088
 FB2088                          SUPERSEDED SURVEY CONTROL
 FB2088
 FB2088  NGVD 29 (??/??/92)  255.932  (m)          839.67   (f) ADJ UNCH    ?  
 FB2088
 FB2088.Superseded values are not recommended for survey control.
 FB2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2088.See file dsdata.txt to determine how the superseded data were derived.
 FB2088
 FB2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV444803(NAD 83)
 FB2088_MARKER: DD = SURVEY DISK
 FB2088_SETTING: 66 = SET IN ROCK OUTCROP
 FB2088_SP_SET: ROCK LEDGE
 FB2088_STAMPING: TT 33 SH 1934
 FB2088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2088+STABILITY: POSITION/ELEVATION WELL
 FB2088
 FB2088  HISTORY     - Date     Condition        Report By
 FB2088  HISTORY     - UNK      MONUMENTED       USGS
 FB2088  HISTORY     - 1936     GOOD             USGS
 FB2088
 FB2088                          STATION DESCRIPTION
 FB2088
 FB2088'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2088'5.3 MI E FROM KNOXVILLE.
 FB2088'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2088'TENNESSEE AT KNOXVILLE, THENCE 2.1 MILES EAST ALONG BURNETT
 FB2088'CREEK PIKE, AT THE POINT WHERE THE ROAD TURNS SOUTH AND FOLLOWS
 FB2088'BURNETT CREEK, 175 FEET WEST-SOUTHWEST OF THE CREEK, ON THE ALLEY
 FB2088'JOHNSON PROPERTY, 171 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FB2088'LILLY ROSE HOUSE, 64.5 FEET NORTH-NORTHWEST OF THE CENTERLINE
 FB2088'OF THE ROAD, AND IN THE EAST END OF A 40-FOOT ROCK LEDGE.  A
 FB2088'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 33 SH
 FB2088'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1959 ***********************************************************************
 FB1959  DESIGNATION -  TT 35 G RESET
 FB1959  PID         -  FB1959
 FB1959  STATE/COUNTY-  TN/SEVIER
 FB1959  USGS QUAD   -  PIGEON FORGE (1970)
 FB1959
 FB1959                         *CURRENT SURVEY CONTROL
 FB1959  ___________________________________________________________________
 FB1959* NAD 83(1986)-  35 52 03.     (N)    083 33 54.     (W)     SCALED    
 FB1959* NAVD 88     -       274.48   (+/-2cm)     900.5    (feet)  VERTCON   
 FB1959  ___________________________________________________________________
 FB1959  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1959
 FB1959  VERT ORDER  -  THIRD (See Below)
 FB1959
 FB1959.The horizontal coordinates were scaled from a topographic map and have
 FB1959.an estimated accuracy of +/- 6 seconds.
 FB1959
 FB1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1959.The vertical order pertains to the NGVD 29 superseded value.
 FB1959
 FB1959.The geoid height was determined by GEOID03.
 FB1959
 FB1959;                    North         East    Units  Estimated Accuracy
 FB1959;SPC TN       -   172,950.      819,880.      MT  (+/- 180 meters Scaled)
 FB1959
 FB1959                          SUPERSEDED SURVEY CONTROL
 FB1959
 FB1959  NGVD 29 (??/??/??)  274.62   (m)          901.0    (f) RESET       3  
 FB1959
 FB1959.Superseded values are not recommended for survey control.
 FB1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1959.See file dsdata.txt to determine how the superseded data were derived.
 FB1959
 FB1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV684722(NAD 83)
 FB1959_MARKER: DD = SURVEY DISK
 FB1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1959_STAMPING: TT 35 G RESET 901 FT
 FB1959_MARK LOGO: TVA   
 FB1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1959+STABILITY: SURFACE MOTION
 FB1959
 FB1959  HISTORY     - Date     Condition        Report By
 FB1959  HISTORY     - UNK      MONUMENTED       TVA
 FB1959  HISTORY     - 1950     GOOD             TVA
 FB1959
 FB1959                          STATION DESCRIPTION
 FB1959
 FB1959'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 FB1959'AT SEVIERVILLE.
 FB1959'AT SEVIERVILLE, ONE BLOCK NORTH OF THE COURTHOUSE, AT THE
 FB1959'SOUTHEAST CORNER OF THE INTERSECTION OF MAIN STREET AND COURT
 FB1959'AVENUE, 4.4 FEET EAST OF THE NORTHWEST CORNER OF PORCH OF NEW
 FB1959'CENTRAL HOTEL, 3.4 FEET EAST OF THE BASE OF A CONCRETE POST
 FB1959'SUPPORTING A MAIL BOX, 5.3 FEET SOUTH OF THE WESTERNMOST PARKING
 FB1959'METER ON MAIN STREET, 2.2 FEET NORTH OF THE NORTH SIDE OF THE
 FB1959'HOTEL, 16.5 FEET EAST OF THE EAST CURB OF COURT AVENUE, AND 7.7
 FB1959'FEET SOUTH OF THE SOUTH CURB OF MAIN STREET.  A TENNESSEE VALLEY
 FB1959'AUTHORITY STANDARD DISK, STAMPED TT 35 G RESET 901 FT. AND SET
 FB1959'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1829 ***********************************************************************
 FB1829  DESIGNATION -  TT 35 SH
 FB1829  PID         -  FB1829
 FB1829  STATE/COUNTY-  TN/KNOX
 FB1829  USGS QUAD   -  SHOOKS GAP (1987)
 FB1829
 FB1829                         *CURRENT SURVEY CONTROL
 FB1829  ___________________________________________________________________
 FB1829* NAD 83(1986)-  35 56 44.     (N)    083 45 52.     (W)     SCALED    
 FB1829* NAVD 88     -       275.08   (+/-2cm)     902.5    (feet)  VERTCON   
 FB1829  ___________________________________________________________________
 FB1829  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1829
 FB1829  VERT ORDER  -  ? (See Below)
 FB1829
 FB1829.The horizontal coordinates were scaled from a topographic map and have
 FB1829.an estimated accuracy of +/- 6 seconds.
 FB1829
 FB1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1829.The vertical order pertains to the NGVD 29 superseded value.
 FB1829
 FB1829.The geoid height was determined by GEOID03.
 FB1829
 FB1829;                    North         East    Units  Estimated Accuracy
 FB1829;SPC TN       -   181,180.      801,680.      MT  (+/- 180 meters Scaled)
 FB1829
 FB1829                          SUPERSEDED SURVEY CONTROL
 FB1829
 FB1829  NGVD 29 (??/??/92)  275.230  (m)          902.98   (f) ADJ UNCH    ?  
 FB1829
 FB1829.Superseded values are not recommended for survey control.
 FB1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1829.See file dsdata.txt to determine how the superseded data were derived.
 FB1829
 FB1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV506814(NAD 83)
 FB1829_MARKER: DD = SURVEY DISK
 FB1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1829_STAMPING: TT 35 SH 1934
 FB1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1829+STABILITY: SURFACE MOTION
 FB1829
 FB1829  HISTORY     - Date     Condition        Report By
 FB1829  HISTORY     - 1934     MONUMENTED       USGS
 FB1829  HISTORY     - 1938     GOOD             TVA
 FB1829  HISTORY     - 1969     GOOD             TNDT
 FB1829
 FB1829                          STATION DESCRIPTION
 FB1829
 FB1829'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1829'1.4 MI NW FROM KIMBERLIN HEIGHTS.
 FB1829'1.4 MILES NORTHWEST ALONG THE RIVERDALE FERRY ROAD FROM KIMBERLIN
 FB1829'HEIGHTS, KNOX COUNTY, 0.4 MILE EAST OF THE FOREST GROVE CHURCH,
 FB1829'AT THE JUNCTION OF A ROAD LEADING SOUTH, 98 FEET WEST OF THE ROAD
 FB1829'LEADING SOUTH, AND 21.6 FEET NORTH-NORTHWEST OF THE CENTERLINE
 FB1829'OF THE MAIN ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1829'DISK, STAMPED TT 35 SH 1934 AND SET IN THE TOP OF A CONCRETE
 FB1829'POST.
 FB1829
 FB1829                          STATION RECOVERY (1969)
 FB1829
 FB1829'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1829'6 FT. NW OF SIGN AND POST, 5 FT. N OF 18 IN. PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1388 ***********************************************************************
 FC1388  DESIGNATION -  TT 36 DY
 FC1388  PID         -  FC1388
 FC1388  STATE/COUNTY-  TN/MARION
 FC1388  USGS QUAD   -  SEQUATCHIE (1982)
 FC1388
 FC1388                         *CURRENT SURVEY CONTROL
 FC1388  ___________________________________________________________________
 FC1388* NAD 83(1986)-  35 00 44.     (N)    085 32 56.     (W)     SCALED    
 FC1388* NAVD 88     -       212.047  (meters)     695.69   (feet)  ADJUSTED  
 FC1388  ___________________________________________________________________
 FC1388  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1388  DYNAMIC HT  -         211.840 (meters)     695.01  (feet)  COMP
 FC1388  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 FC1388
 FC1388  VERT ORDER  -  FIRST     CLASS II
 FC1388
 FC1388.The horizontal coordinates were scaled from a topographic map and have
 FC1388.an estimated accuracy of +/- 6 seconds.
 FC1388
 FC1388.The orthometric height was determined by differential leveling
 FC1388.and adjusted by the National Geodetic Survey in June 1991..
 FC1388
 FC1388.The geoid height was determined by GEOID03.
 FC1388
 FC1388.The dynamic height is computed by dividing the NAVD 88
 FC1388.geopotential number by the normal gravity value computed on the
 FC1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1388.degrees latitude (g = 980.6199 gals.).
 FC1388
 FC1388.The modeled gravity was interpolated from observed gravity values.
 FC1388
 FC1388;                    North         East    Units  Estimated Accuracy
 FC1388;SPC TN       -    75,420.      641,180.      MT  (+/- 180 meters Scaled)
 FC1388
 FC1388                          SUPERSEDED SURVEY CONTROL
 FC1388
 FC1388  NGVD 29 (??/??/92)  212.042  (m)          695.67   (f) ADJ UNCH    1 2
 FC1388
 FC1388.Superseded values are not recommended for survey control.
 FC1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1388.See file dsdata.txt to determine how the superseded data were derived.
 FC1388
 FC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD324753(NAD 83)
 FC1388_MARKER: DD = SURVEY DISK
 FC1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1388_SP_SET: CULVERT
 FC1388_STAMPING: TT 36 DY 1935
 FC1388_MARK LOGO: USGS  
 FC1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1388
 FC1388  HISTORY     - Date     Condition        Report By
 FC1388  HISTORY     - 1935     MONUMENTED       USGS
 FC1388  HISTORY     - 1963     GOOD             NGS
 FC1388  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1388
 FC1388                          STATION DESCRIPTION
 FC1388
 FC1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1388'0.2 MI NW FROM LADDS.
 FC1388'ABOUT 0.15 MILE NORTHWESTERLY ALONG LOUISVILLE AND NASHVILLE
 FC1388'RAILROAD AND PARALLEL COUNTY ROAD FROM THE UNDERPASS OF NO. 156
 FC1388'TENNESSEE HWY. IN LADDS, ABOUT 0.1 MILE SE OF NO. 133 RAILROAD
 FC1388'MILEPOST WHICH IS IN FRONT OF SMALL CEMETERY, ABOUT 25 YARDS W
 FC1388'AND ACROSS TRACKS FROM THE 6- BY 10-FOOT SHED RAILROAD STATION,
 FC1388'60 FEET NW OF NO. 133/4 CREOSOTED TELEPHONE POLE, 41 FEET NW OF
 FC1388'N CORNER OF OLD CONCRETE FOUNDATION OF RAILROAD SIGNAL OR
 FC1388'OTHER APPURTEMANCE ON SW SIDE OF TRACKS, 8.5 FEET SW OF SW RAIL
 FC1388'OF MAIN LINE DOUBLE TRACKS, 1.9 FEET LOWER THAN TOP OF SAME,
 FC1388'SET IN A DRILL HOLE IN TOP CENTER OF A 1- BY 3-FOOT CONCRETE
 FC1388'HEADWALL OF 18-INCH CONCRETE PIPE CULVERT IN THE RAILROAD
 FC1388'SIDE DITCH.
 FC1388
 FC1388                          STATION RECOVERY (1983)
 FC1388
 FC1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1388'NOT RECOVERED, PROBABLY DESTROYED WHEN CULVERT WAS REMOVED FOR
 FC1388'RAILROAD BED CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1836 ***********************************************************************
 FB1836  DESIGNATION -  TT 36 SH
 FB1836  PID         -  FB1836
 FB1836  STATE/COUNTY-  TN/KNOX
 FB1836  USGS QUAD   -  SHOOKS GAP (1987)
 FB1836
 FB1836                         *CURRENT SURVEY CONTROL
 FB1836  ___________________________________________________________________
 FB1836* NAD 83(1986)-  35 57 55.     (N)    083 45 49.     (W)     SCALED    
 FB1836* NAVD 88     -       270.82   (+/-2cm)     888.5    (feet)  VERTCON   
 FB1836  ___________________________________________________________________
 FB1836  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1836
 FB1836  VERT ORDER  -  ? (See Below)
 FB1836
 FB1836.The horizontal coordinates were scaled from a topographic map and have
 FB1836.an estimated accuracy of +/- 6 seconds.
 FB1836
 FB1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1836.The vertical order pertains to the NGVD 29 superseded value.
 FB1836
 FB1836.The geoid height was determined by GEOID03.
 FB1836
 FB1836;                    North         East    Units  Estimated Accuracy
 FB1836;SPC TN       -   183,370.      801,700.      MT  (+/- 180 meters Scaled)
 FB1836
 FB1836                          SUPERSEDED SURVEY CONTROL
 FB1836
 FB1836  NGVD 29 (??/??/92)  270.969  (m)          889.00   (f) ADJ UNCH    ?  
 FB1836
 FB1836.Superseded values are not recommended for survey control.
 FB1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1836.See file dsdata.txt to determine how the superseded data were derived.
 FB1836
 FB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV507836(NAD 83)
 FB1836_MARKER: DD = SURVEY DISK
 FB1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1836_STAMPING: TT 36 SH 1934
 FB1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1836+STABILITY: SURFACE MOTION
 FB1836
 FB1836  HISTORY     - Date     Condition        Report By
 FB1836  HISTORY     - 1934     MONUMENTED       USGS
 FB1836  HISTORY     - 1938     GOOD             TVA
 FB1836  HISTORY     - 1969     GOOD             TNHD
 FB1836  HISTORY     - 1969     GOOD             TNDT
 FB1836
 FB1836                          STATION DESCRIPTION
 FB1836
 FB1836'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1836'0.2 MI N FROM RIVERDALE.
 FB1836'0.2 MILE NORTH ALONG THE THORNGROVE PIKE FROM THE POST OFFICE
 FB1836'AT RIVERDALE, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 160
 FB1836'FEET NORTHWEST OF THE CENTERLINE OF THE THORNGROVE PIKE, 81 FEET
 FB1836'NORTHEAST OF THE CENTERLINE OF THE SIDE ROAD, AT THE RIVERDALE
 FB1836'BAPTIST CHURCH, AND 2 FEET SOUTHEAST OF THE CHURCH.  A UNITED
 FB1836'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 36 SH 1934
 FB1836'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 1.5 FEET
 FB1836'SOUTHWEST OF BASEMENT STEPS.
 FB1836
 FB1836                          STATION RECOVERY (1969)
 FB1836
 FB1836'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1836'RECOVERED IN GOOD CONDITION.
 FB1836
 FB1836                          STATION RECOVERY (1969)
 FB1836
 FB1836'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1836'1.5 FT. SW OF BASEMENT STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0735 ***********************************************************************
 FE0735  DESIGNATION -  TT 37
 FE0735  PID         -  FE0735
 FE0735  STATE/COUNTY-  TN/MADISON
 FE0735  USGS QUAD   -  WESTOVER (1981)
 FE0735
 FE0735                         *CURRENT SURVEY CONTROL
 FE0735  ___________________________________________________________________
 FE0735* NAD 83(1986)-  35 36 39.     (N)    088 52 36.     (W)     SCALED    
 FE0735* NAVD 88     -       112.610  (meters)     369.45   (feet)  ADJUSTED  
 FE0735  ___________________________________________________________________
 FE0735  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0735  DYNAMIC HT  -         112.509 (meters)     369.12  (feet)  COMP
 FE0735  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FE0735
 FE0735  VERT ORDER  -  FIRST     CLASS II
 FE0735
 FE0735.The horizontal coordinates were scaled from a topographic map and have
 FE0735.an estimated accuracy of +/- 6 seconds.
 FE0735
 FE0735.The orthometric height was determined by differential leveling
 FE0735.and adjusted by the National Geodetic Survey in June 1991..
 FE0735
 FE0735.The geoid height was determined by GEOID03.
 FE0735
 FE0735.The dynamic height is computed by dividing the NAVD 88
 FE0735.geopotential number by the normal gravity value computed on the
 FE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0735.degrees latitude (g = 980.6199 gals.).
 FE0735
 FE0735.The modeled gravity was interpolated from observed gravity values.
 FE0735
 FE0735;                    North         East    Units  Estimated Accuracy
 FE0735;SPC TN       -   145,570.      339,410.      MT  (+/- 180 meters Scaled)
 FE0735
 FE0735                          SUPERSEDED SURVEY CONTROL
 FE0735
 FE0735  NGVD 29 (??/??/??)  112.645  (m)          369.57   (f) ADJUSTED    1 2
 FE0735
 FE0735.Superseded values are not recommended for survey control.
 FE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0735.See file dsdata.txt to determine how the superseded data were derived.
 FE0735
 FE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE300424(NAD 83)
 FE0735_MARKER: DD = SURVEY DISK
 FE0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0735_STAMPING: TT 37 T V A 1947
 FE0735_MARK LOGO: TVA   
 FE0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0735+STABILITY: SURFACE MOTION
 FE0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0735+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0735
 FE0735  HISTORY     - Date     Condition        Report By
 FE0735  HISTORY     - 1947     MONUMENTED       TVA
 FE0735  HISTORY     - 1948     GOOD             CGS
 FE0735  HISTORY     - 20020910 GOOD             USACE
 FE0735
 FE0735                          STATION DESCRIPTION
 FE0735
 FE0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0735'3.5 MI W FROM JACKSON.
 FE0735'ABOUT 3.5 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0735'AT JACKSON, 140 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 FE0735'BLACK TOP ROAD LEADING SOUTHWEST TO WEST OVER BAPTIST CHURCH,
 FE0735'17.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTH
 FE0735'OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 27 FEET
 FE0735'SOUTH-SOUTHWEST OF THE WEST END OF A CONCRETE BOX CULVERT OVER
 FE0735'A SMALL CREEK IN FRONT LAWN OF HOUSE, 9 FEET SOUTHWEST OF A POWER
 FE0735'GUY POLE, 10 FEET SOUTHWEST OF A POWER POLE, 36 FEET EAST OF THE
 FE0735'CENTER LINE OF A DRIVE NORTH TO A BRICK HOUSE, ABOUT LEVEL WITH
 FE0735'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE0735'INCHES.
 FE0735
 FE0735                          STATION RECOVERY (2002)
 FE0735
 FE0735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0735'OLD HWY 70 IS NOW WESTOWER RD.
 FE0735'DROVE ORANGE WITNESS POST AT POWERPOLE 11.0 FT NE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0983 ***********************************************************************
 GB0983  DESIGNATION -  TT 37 E
 GB0983  PID         -  GB0983
 GB0983  STATE/COUNTY-  TN/MORGAN
 GB0983  USGS QUAD   -  RUGBY (1984)
 GB0983
 GB0983                         *CURRENT SURVEY CONTROL
 GB0983  ___________________________________________________________________
 GB0983* NAD 83(1986)-  36 18 59.     (N)    084 42 51.     (W)     SCALED    
 GB0983* NAVD 88     -       460.435  (meters)    1510.61   (feet)  ADJUSTED  
 GB0983  ___________________________________________________________________
 GB0983  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB0983  DYNAMIC HT  -         460.037 (meters)    1509.30  (feet)  COMP
 GB0983  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 GB0983
 GB0983  VERT ORDER  -  SECOND    CLASS 0
 GB0983
 GB0983.The horizontal coordinates were scaled from a topographic map and have
 GB0983.an estimated accuracy of +/- 6 seconds.
 GB0983
 GB0983.The orthometric height was determined by differential leveling
 GB0983.and adjusted by the National Geodetic Survey in June 1991..
 GB0983
 GB0983.The geoid height was determined by GEOID03.
 GB0983
 GB0983.The dynamic height is computed by dividing the NAVD 88
 GB0983.geopotential number by the normal gravity value computed on the
 GB0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0983.degrees latitude (g = 980.6199 gals.).
 GB0983
 GB0983.The modeled gravity was interpolated from observed gravity values.
 GB0983
 GB0983;                    North         East    Units  Estimated Accuracy
 GB0983;SPC TN       -   220,780.      715,470.      MT  (+/- 180 meters Scaled)
 GB0983
 GB0983                          SUPERSEDED SURVEY CONTROL
 GB0983
 GB0983  NGVD 29 (??/??/92)  460.550  (m)         1510.99   (f) ADJ UNCH    2 0
 GB0983
 GB0983.Superseded values are not recommended for survey control.
 GB0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0983.See file dsdata.txt to determine how the superseded data were derived.
 GB0983
 GB0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF052214(NAD 83)
 GB0983_MARKER: DD = SURVEY DISK
 GB0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0983_SP_SET: STONE POST
 GB0983_STAMPING: TT 37 E 1930
 GB0983_MARK LOGO: USGS  
 GB0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0983+STABILITY: SURFACE MOTION
 GB0983
 GB0983  HISTORY     - Date     Condition        Report By
 GB0983  HISTORY     - 1930     MONUMENTED       USGS
 GB0983  HISTORY     - 1934     GOOD             NGS
 GB0983
 GB0983                          STATION DESCRIPTION
 GB0983
 GB0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0983'8.6 MI NW FROM SUNBRIGHT.
 GB0983'8.6 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0983'SUNBRIGHT, MORGAN COUNTY, AT A ROAD INTERSECTION ON THE SUMMIT
 GB0983'OF A RIDGE, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GB0983'AND 1 FOOT EAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 GB0983'STANDARD DISK, STAMPED TT 37 E 1930 AND SET IN THE TOP OF A
 GB0983'STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1825 ***********************************************************************
 FB1825  DESIGNATION -  TT 38 G
 FB1825  PID         -  FB1825
 FB1825  STATE/COUNTY-  TN/SEVIER
 FB1825  USGS QUAD   -  BOYDS CREEK (1986)
 FB1825
 FB1825                         *CURRENT SURVEY CONTROL
 FB1825  ___________________________________________________________________
 FB1825* NAD 83(1986)-  35 54 35.     (N)    083 44 19.     (W)     SCALED    
 FB1825* NAVD 88     -       291.70   (+/-2cm)     957.0    (feet)  VERTCON   
 FB1825  ___________________________________________________________________
 FB1825  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FB1825
 FB1825  VERT ORDER  -  ? (See Below)
 FB1825
 FB1825.The horizontal coordinates were scaled from a topographic map and have
 FB1825.an estimated accuracy of +/- 6 seconds.
 FB1825
 FB1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1825.The vertical order pertains to the NGVD 29 superseded value.
 FB1825
 FB1825.The geoid height was determined by GEOID03.
 FB1825
 FB1825;                    North         East    Units  Estimated Accuracy
 FB1825;SPC TN       -   177,260.      804,100.      MT  (+/- 180 meters Scaled)
 FB1825
 FB1825                          SUPERSEDED SURVEY CONTROL
 FB1825
 FB1825  NGVD 29 (??/??/92)  291.838  (m)          957.47   (f) ADJ UNCH    ?  
 FB1825
 FB1825.Superseded values are not recommended for survey control.
 FB1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1825.See file dsdata.txt to determine how the superseded data were derived.
 FB1825
 FB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV528774(NAD 83)
 FB1825_MARKER: DD = SURVEY DISK
 FB1825_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1825_STAMPING: TT 38 G 1934
 FB1825_MARK LOGO: USGS  
 FB1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1825
 FB1825  HISTORY     - Date     Condition        Report By
 FB1825  HISTORY     - 1934     MONUMENTED       USGS
 FB1825  HISTORY     - 1938     GOOD             TVA
 FB1825
 FB1825                          STATION DESCRIPTION
 FB1825
 FB1825'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1825'AT KIMBERLIN HEIGHTS.
 FB1825'IN SEVIER COUNTY, 1.7 MILES SOUTH ALONG THE GAP CREEK ROAD FROM
 FB1825'THE POST OFFICE AT KIMBERLIN HEIGHTS, KNOX COUNTY, AT THE JUNCTION
 FB1825'OF A DIRT ROAD LEADING WEST, 129 FEET NORTHEAST OF THE P.C.
 FB1825'JULIAN RESIDENCE, 37 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 FB1825'8 FEET NORTH OF A CEDAR TREE, 7 FEET NORTHWEST OF A ROCK FENCE,
 FB1825'AND IN THE TOP OF A ROCK.  A UNITED STATES GEOLOGICAL SURVEY
 FB1825'STANDARD DISK, STAMPED TT 38 G 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0717 ***********************************************************************
 FD0717  DESIGNATION -  TT 38 SH
 FD0717  PID         -  FD0717
 FD0717  STATE/COUNTY-  TN/MAURY
 FD0717  USGS QUAD   -  COLUMBIA (1989)
 FD0717
 FD0717                         *CURRENT SURVEY CONTROL
 FD0717  ___________________________________________________________________
 FD0717* NAD 83(1986)-  35 34 58.     (N)    087 00 23.     (W)     SCALED    
 FD0717* NAVD 88     -       212.778  (meters)     698.09   (feet)  ADJUSTED  
 FD0717  ___________________________________________________________________
 FD0717  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0717  DYNAMIC HT  -         212.590 (meters)     697.47  (feet)  COMP
 FD0717  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 FD0717
 FD0717  VERT ORDER  -  FIRST     CLASS II
 FD0717
 FD0717.The horizontal coordinates were scaled from a topographic map and have
 FD0717.an estimated accuracy of +/- 6 seconds.
 FD0717
 FD0717.The orthometric height was determined by differential leveling
 FD0717.and adjusted by the National Geodetic Survey in June 1991..
 FD0717
 FD0717.The geoid height was determined by GEOID03.
 FD0717
 FD0717.The dynamic height is computed by dividing the NAVD 88
 FD0717.geopotential number by the normal gravity value computed on the
 FD0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0717.degrees latitude (g = 980.6199 gals.).
 FD0717
 FD0717.The modeled gravity was interpolated from observed gravity values.
 FD0717
 FD0717;                    North         East    Units  Estimated Accuracy
 FD0717;SPC TN       -   139,090.      508,790.      MT  (+/- 180 meters Scaled)
 FD0717
 FD0717                          SUPERSEDED SURVEY CONTROL
 FD0717
 FD0717  NGVD 29 (??/??/92)  212.759  (m)          698.03   (f) ADJ UNCH    1 2
 FD0717
 FD0717.Superseded values are not recommended for survey control.
 FD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0717.See file dsdata.txt to determine how the superseded data were derived.
 FD0717
 FD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994376(NAD 83)
 FD0717_MARKER: DD = SURVEY DISK
 FD0717_SETTING: 66 = SET IN ROCK OUTCROP
 FD0717_SP_SET: SET IN ROCK OUTCROP
 FD0717_STAMPING: TT 38 SH 1935
 FD0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0717+STABILITY: POSITION/ELEVATION WELL
 FD0717
 FD0717  HISTORY     - Date     Condition        Report By
 FD0717  HISTORY     - 1935     MONUMENTED       USGS
 FD0717  HISTORY     - 1953     GOOD             NGS
 FD0717  HISTORY     - 1958     GOOD             TVA
 FD0717
 FD0717                          STATION DESCRIPTION
 FD0717
 FD0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0717'3.2 MI SE FROM COLUMBIA.
 FD0717'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 FD0717'AT COLUMBIA, MAURY COUNTY, AT THE JUNCTION OF A ROAD WEST TO
 FD0717'FRANKLIN LIMESTONE COMPANY AND COLUMBIA LIMESTONE COMPANY, 85
 FD0717'FEET NORTHWEST OF HIGHWAY 50 AND T-DRIVE TO WEST, 60 FEET WEST
 FD0717'OF CENTERLINE OF THE HIGHWAY, 47 FEET NORTH OF THE CENTERLINE
 FD0717'OF THE ENTRANCE ROAD, 8 FEET NORTH OF A FENCE, AND SET IN AN
 FD0717'OUTCROP OF ROCK.  A UNITED STATES GEOLOGICAL SURVEY DISK, STAMPED
 FD0717'TT 38 SH 1935.
 FD0717
 FD0717                          STATION RECOVERY (1958)
 FD0717
 FD0717'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FD0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0738 ***********************************************************************
 FE0738  DESIGNATION -  TT 39
 FE0738  PID         -  FE0738
 FE0738  STATE/COUNTY-  TN/MADISON
 FE0738  USGS QUAD   -  WESTOVER (1981)
 FE0738
 FE0738                         *CURRENT SURVEY CONTROL
 FE0738  ___________________________________________________________________
 FE0738* NAD 83(1986)-  35 36 28.     (N)    088 54 50.     (W)     SCALED    
 FE0738* NAVD 88     -       124.240  (meters)     407.61   (feet)  ADJUSTED  
 FE0738  ___________________________________________________________________
 FE0738  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE0738  DYNAMIC HT  -         124.129 (meters)     407.25  (feet)  COMP
 FE0738  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FE0738
 FE0738  VERT ORDER  -  FIRST     CLASS II
 FE0738
 FE0738.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE0738
 FE0738.The horizontal coordinates were scaled from a topographic map and have
 FE0738.an estimated accuracy of +/- 6 seconds.
 FE0738
 FE0738.The orthometric height was determined by differential leveling
 FE0738.and adjusted by the National Geodetic Survey in June 1991..
 FE0738
 FE0738.The geoid height was determined by GEOID03.
 FE0738
 FE0738.The dynamic height is computed by dividing the NAVD 88
 FE0738.geopotential number by the normal gravity value computed on the
 FE0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0738.degrees latitude (g = 980.6199 gals.).
 FE0738
 FE0738.The modeled gravity was interpolated from observed gravity values.
 FE0738
 FE0738;                    North         East    Units  Estimated Accuracy
 FE0738;SPC TN       -   145,330.      336,030.      MT  (+/- 180 meters Scaled)
 FE0738
 FE0738                          SUPERSEDED SURVEY CONTROL
 FE0738
 FE0738  NGVD 29 (??/??/??)  124.276  (m)          407.73   (f) ADJUSTED    1 2
 FE0738
 FE0738.Superseded values are not recommended for survey control.
 FE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0738.See file dsdata.txt to determine how the superseded data were derived.
 FE0738
 FE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE266421(NAD 83)
 FE0738_MARKER: DD = SURVEY DISK
 FE0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0738_STAMPING: TT 39 T V A 1947
 FE0738_MARK LOGO: TVA   
 FE0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0738+STABILITY: SURFACE MOTION
 FE0738
 FE0738  HISTORY     - Date     Condition        Report By
 FE0738  HISTORY     - 1947     MONUMENTED       TVA
 FE0738  HISTORY     - 1948     GOOD             CGS
 FE0738  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE0738
 FE0738                          STATION DESCRIPTION
 FE0738
 FE0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0738'5.7 MI W FROM JACKSON.
 FE0738'ABOUT 5.7 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0738'AT JACKSON, AT MC KELLAR FIELD, ABOUT 0.1 MILE EAST OF THE EAST
 FE0738'ENTRANCE TO THE FIELD, ABOUT 125 YARDS NORTHEAST OF THE NORTHEAST
 FE0738'CORNER OF A CONCRETE BLOCK HANGAR, ABOUT 0.1 MILE NORTHEAST AND
 FE0738'ACROSS FIELD FROM AN AIRWAY BEACON, 36.5 FEET SOUTH OF THE CENTER
 FE0738'LINE OF THE HIGHWAY, 3.5 FEET SOUTH OF A POWER BRACE POLE WITH
 FE0738'GUY WIRE, 8 FEET WEST OF THE PROLONGED CENTER LINE OF A DRIVE
 FE0738'NORTH TO A FARM, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE
 FE0738'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0738
 FE0738                          STATION RECOVERY (1965)
 FE0738
 FE0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1949 ***********************************************************************
 FB1949  DESIGNATION -  TT 39 G
 FB1949  PID         -  FB1949
 FB1949  STATE/COUNTY-  TN/SEVIER
 FB1949  USGS QUAD   -  BOYDS CREEK (1986)
 FB1949
 FB1949                         *CURRENT SURVEY CONTROL
 FB1949  ___________________________________________________________________
 FB1949* NAD 83(1986)-  35 53 10.     (N)    083 44 08.     (W)     SCALED    
 FB1949* NAVD 88     -       286.06   (+/-2cm)     938.5    (feet)  VERTCON   
 FB1949  ___________________________________________________________________
 FB1949  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FB1949
 FB1949  VERT ORDER  -  ? (See Below)
 FB1949
 FB1949.The horizontal coordinates were scaled from a topographic map and have
 FB1949.an estimated accuracy of +/- 6 seconds.
 FB1949
 FB1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1949.The vertical order pertains to the NGVD 29 superseded value.
 FB1949
 FB1949.The geoid height was determined by GEOID03.
 FB1949
 FB1949;                    North         East    Units  Estimated Accuracy
 FB1949;SPC TN       -   174,640.      804,440.      MT  (+/- 180 meters Scaled)
 FB1949
 FB1949                          SUPERSEDED SURVEY CONTROL
 FB1949
 FB1949  NGVD 29 (??/??/92)  286.195  (m)          938.96   (f) ADJ UNCH    ?  
 FB1949
 FB1949.Superseded values are not recommended for survey control.
 FB1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1949.See file dsdata.txt to determine how the superseded data were derived.
 FB1949
 FB1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV530747(NAD 83)
 FB1949_MARKER: DD = SURVEY DISK
 FB1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1949_STAMPING: TT 39 G 1934
 FB1949_MARK LOGO: USGS  
 FB1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1949+STABILITY: SURFACE MOTION
 FB1949
 FB1949  HISTORY     - Date     Condition        Report By
 FB1949  HISTORY     - 1934     MONUMENTED       USGS
 FB1949  HISTORY     - 1938     GOOD             TVA
 FB1949
 FB1949                          STATION DESCRIPTION
 FB1949
 FB1949'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1949'13.6 MI W FROM SEVIERVILLE.
 FB1949'13.6 MILES WEST OF SEVIERVILLE, 5.2 MILES SOUTHWEST OF BOYDS
 FB1949'CREEK, AT TRUNDLE CROSSROADS, ON THE OLD KNOXVILLE-SEVIERVILLE
 FB1949'HIGHWAY, 500 FEET WEST OF THE W.L. CONNER GENERAL STORE, AT THE
 FB1949'JUNCTION OF A ROAD LEADING SOUTH, 24 FEET SOUTH OF THE CENTERLINE
 FB1949'OF THE HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD,
 FB1949'AND 3 FEET SOUTHEAST OF THE NORTH POST OF THE SIGN HARRISON
 FB1949'CHILHOWEE BAPTIST ACADEMY.  A UNITED STATES GEOLOGICAL SURVEY
 FB1949'STANDARD DISK, STAMPED TT 39 G 1934 AND SET IN THE TOP OF A
 FB1949'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0472 ***********************************************************************
 FD0472  DESIGNATION -  TT 39 SH
 FD0472  PID         -  FD0472
 FD0472  STATE/COUNTY-  TN/MAURY
 FD0472  USGS QUAD   -  GLENDALE (1981)
 FD0472
 FD0472                         *CURRENT SURVEY CONTROL
 FD0472  ___________________________________________________________________
 FD0472* NAD 83(1986)-  35 33 14.     (N)    086 57 16.     (W)     SCALED    
 FD0472* NAVD 88     -       186.514  (meters)     611.92   (feet)  ADJUSTED  
 FD0472  ___________________________________________________________________
 FD0472  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0472  DYNAMIC HT  -         186.349 (meters)     611.38  (feet)  COMP
 FD0472  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0472
 FD0472  VERT ORDER  -  FIRST     CLASS II
 FD0472
 FD0472.The horizontal coordinates were scaled from a topographic map and have
 FD0472.an estimated accuracy of +/- 6 seconds.
 FD0472
 FD0472.The orthometric height was determined by differential leveling
 FD0472.and adjusted by the National Geodetic Survey in June 1991..
 FD0472
 FD0472.The geoid height was determined by GEOID03.
 FD0472
 FD0472.The dynamic height is computed by dividing the NAVD 88
 FD0472.geopotential number by the normal gravity value computed on the
 FD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0472.degrees latitude (g = 980.6199 gals.).
 FD0472
 FD0472.The modeled gravity was interpolated from observed gravity values.
 FD0472
 FD0472;                    North         East    Units  Estimated Accuracy
 FD0472;SPC TN       -   135,840.      513,470.      MT  (+/- 180 meters Scaled)
 FD0472
 FD0472                          SUPERSEDED SURVEY CONTROL
 FD0472
 FD0472  NGVD 29 (??/??/92)  186.499  (m)          611.87   (f) ADJ UNCH    1 2
 FD0472
 FD0472.Superseded values are not recommended for survey control.
 FD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0472.See file dsdata.txt to determine how the superseded data were derived.
 FD0472
 FD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE041344(NAD 83)
 FD0472_MARKER: DD = SURVEY DISK
 FD0472_SETTING: 66 = SET IN ROCK OUTCROP
 FD0472_SP_SET: ROCK OUTCROP
 FD0472_STAMPING: TT 39 SH 1935
 FD0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0472+STABILITY: POSITION/ELEVATION WELL
 FD0472
 FD0472  HISTORY     - Date     Condition        Report By
 FD0472  HISTORY     - 1935     MONUMENTED       USGS
 FD0472  HISTORY     - 1949     GOOD             NGS
 FD0472
 FD0472                          STATION DESCRIPTION
 FD0472
 FD0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0472'4.8 MI NW FROM BRYANT.
 FD0472'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0472'SCHOOL AT BRYANT, THENCE ABOUT 2.1 MILES NORTHWEST ALONG OLD
 FD0472'ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0472'RAILWAY, AT THE JUNCTION OF A ROAD NORTHWEST, 97 FEET NORTH-NORTHWEST
 FD0472'OF THE CENTER OF THE JUNCTION, 60 FEET NORTHEAST AND ACROSS SIDE
 FD0472'ROAD FROM THE CENTER LINE OF ROAD FOLLOWING RAILWAY GRADE, 24
 FD0472'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD, ABOUT
 FD0472'8 FEET ABOVE THE ROADS AND SET IN THE TOP OF A LARGE OUTCROPPING
 FD0472'OF ROCK IN HEAVY BRUSH.  NOTE-- MARK IS ABOUT 0.45 MILE NORTHWEST
 FD0472'OF THE ROAD CROSSING AND STORE AT HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2557 ***********************************************************************
 GC2557  DESIGNATION -  TT 4 D
 GC2557  PID         -  GC2557
 GC2557  STATE/COUNTY-  TN/DICKSON
 GC2557  USGS QUAD   -  CHARLOTTE (1983)
 GC2557
 GC2557                         *CURRENT SURVEY CONTROL
 GC2557  ___________________________________________________________________
 GC2557* NAD 83(1995)-  36 12 22.46779(N)    087 17 04.40266(W)     ADJUSTED  
 GC2557* NAVD 88     -       229.34   (+/-2cm)     752.4    (feet)  VERTCON   
 GC2557  ___________________________________________________________________
 GC2557  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC2557  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2557
 GC2557  HORZ ORDER  -  SECOND
 GC2557  VERT ORDER  -  THIRD ? (See Below)
 GC2557
 GC2557.The horizontal coordinates were established by classical geodetic methods
 GC2557.and adjusted by the National Geodetic Survey in April 1999..
 GC2557
 GC2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2557.The vertical order pertains to the NGVD 29 superseded value.
 GC2557
 GC2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2557
 GC2557.The geoid height was determined by GEOID03.
 GC2557
 GC2557;                    North         East     Units Scale Factor Converg.
 GC2557;SPC TN       -   208,557.298   484,488.835   MT  0.99996944   -0 45 07.3
 GC2557;SPC TN       -   684,241.74  1,589,527.12   sFT  0.99996944   -0 45 07.3
 GC2557;UTM  16      - 4,006,861.516   474,420.529   MT  0.99960806   -0 10 05.1
 GC2557
 GC2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2557!SPC TN       -   0.99996856  x   0.99996944  =   0.99993800
 GC2557!UTM  16      -   0.99996856  x   0.99960806  =   0.99957663
 GC2557
 GC2557                          SUPERSEDED SURVEY CONTROL
 GC2557
 GC2557  NAD 83(1995)-  36 12 22.46919(N)    087 17 04.40519(W) AD(       ) 2
 GC2557  NAD 83(1995)-  36 12 22.47095(N)    087 17 04.40623(W) AD(       ) 2
 GC2557  NAD 83(1986)-  36 12 22.47780(N)    087 17 04.40572(W) AD(       ) 2
 GC2557  NAD 27      -  36 12 22.28000(N)    087 17 04.38000(W) AD(       ) 2
 GC2557  NGVD 29 (07/19/86)  229.36   (m)          752.5    (f) LEVELING    3  
 GC2557
 GC2557.Superseded values are not recommended for survey control.
 GC2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2557.See file dsdata.txt to determine how the superseded data were derived.
 GC2557
 GC2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7442106862(NAD 83)
 GC2557_MARKER: DD = SURVEY DISK
 GC2557_SETTING: 0 = UNSPECIFIED SETTING
 GC2557_MARK LOGO: USGS  
 GC2557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2557
 GC2557  HISTORY     - Date     Condition        Report By
 GC2557  HISTORY     - 1929     MONUMENTED       USGS
 GC2557
 GC2557                          STATION DESCRIPTION
 GC2557
 GC2557'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (MAH)
 GC2557'A STANDARD DISK OF U.S. GEOLOGICAL SURVEY, STAMPED T.T. STA. NO. 4 D
 GC2557'1929. SET IN CONCRETE FLOOR OF MR. SENSINGS STORE PORCH, 24.418
 GC2557'METERS (80.11 FEET), S 89 DEG 19 MIN W FROM STATION DULL (SEE
 GC2557'DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1271 ***********************************************************************
 FB1271  DESIGNATION -  TT 4 G
 FB1271  PID         -  FB1271
 FB1271  STATE/COUNTY-  TN/COCKE
 FB1271  USGS QUAD   -  NEWPORT (1992)
 FB1271
 FB1271                         *CURRENT SURVEY CONTROL
 FB1271  ___________________________________________________________________
 FB1271* NAD 83(1986)-  35 54 05.     (N)    083 13 27.     (W)     SCALED    
 FB1271* NAVD 88     -       375.86   (+/-2cm)    1233.1    (feet)  VERTCON   
 FB1271  ___________________________________________________________________
 FB1271  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1271
 FB1271  VERT ORDER  -  ? (See Below)
 FB1271
 FB1271.The horizontal coordinates were scaled from a topographic map and have
 FB1271.an estimated accuracy of +/- 6 seconds.
 FB1271
 FB1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1271.The vertical order pertains to the NGVD 29 superseded value.
 FB1271
 FB1271.The geoid height was determined by GEOID03.
 FB1271
 FB1271;                    North         East    Units  Estimated Accuracy
 FB1271;SPC TN       -   177,530.      850,540.      MT  (+/- 180 meters Scaled)
 FB1271
 FB1271                          SUPERSEDED SURVEY CONTROL
 FB1271
 FB1271  NGVD 29 (??/??/92)  376.029  (m)         1233.69   (f) ADJ UNCH    ?  
 FB1271
 FB1271.Superseded values are not recommended for survey control.
 FB1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1271.See file dsdata.txt to determine how the superseded data were derived.
 FB1271
 FB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV992752(NAD 83)
 FB1271_MARKER: DD = SURVEY DISK
 FB1271_SETTING: 66 = SET IN ROCK OUTCROP
 FB1271_SP_SET: ROCK LEDGE
 FB1271_STAMPING: TT 4 G 1934
 FB1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1271+STABILITY: POSITION/ELEVATION WELL
 FB1271
 FB1271  HISTORY     - Date     Condition        Report By
 FB1271  HISTORY     - 1934     MONUMENTED       USGS
 FB1271  HISTORY     - 1938     GOOD             TVA
 FB1271
 FB1271                          STATION DESCRIPTION
 FB1271
 FB1271'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1271'5.7 MI SW FROM NEWPORT.
 FB1271'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 FB1271'OF STATE HIGHWAY 35 AT NEWPORT, COCKE COUNTY, 3.0 MILES NORTHEAST
 FB1271'OF JENKINS CHURCH, AT THE JUNCTION OF A ROAD LEADING WEST TO
 FB1271'JONES COVE, 600 FEET EAST OF A SCHOOLHOUSE, 300 FEET SOUTH OF
 FB1271'A STORE AND SERVICE STATION, 60 FEET EAST OF THE CENTER OF THE
 FB1271'JUNCTION, AT A ROCK LEDGE, AND IN THE TOP OF A SMALL ROUNDED
 FB1271'PINNACLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB1271'STAMPED TT 4 G 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1193 ***********************************************************************
 FD1193  DESIGNATION -  TT 4 HA
 FD1193  PID         -  FD1193
 FD1193  STATE/COUNTY-  TN/PERRY
 FD1193  USGS QUAD   -  POPE (1973)
 FD1193
 FD1193                         *CURRENT SURVEY CONTROL
 FD1193  ___________________________________________________________________
 FD1193* NAD 83(1986)-  35 37 13.     (N)    087 55 23.     (W)     SCALED    
 FD1193* NAVD 88     -       144.066  (meters)     472.66   (feet)  ADJUSTED  
 FD1193  ___________________________________________________________________
 FD1193  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1193  DYNAMIC HT  -         143.937 (meters)     472.23  (feet)  COMP
 FD1193  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FD1193
 FD1193  VERT ORDER  -  FIRST     CLASS II
 FD1193
 FD1193.The horizontal coordinates were scaled from a topographic map and have
 FD1193.an estimated accuracy of +/- 6 seconds.
 FD1193
 FD1193.The orthometric height was determined by differential leveling
 FD1193.and adjusted by the National Geodetic Survey in June 1991..
 FD1193
 FD1193.The geoid height was determined by GEOID03.
 FD1193
 FD1193.The dynamic height is computed by dividing the NAVD 88
 FD1193.geopotential number by the normal gravity value computed on the
 FD1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1193.degrees latitude (g = 980.6199 gals.).
 FD1193
 FD1193.The modeled gravity was interpolated from observed gravity values.
 FD1193
 FD1193;                    North         East    Units  Estimated Accuracy
 FD1193;SPC TN       -   144,500.      425,800.      MT  (+/- 180 meters Scaled)
 FD1193
 FD1193                          SUPERSEDED SURVEY CONTROL
 FD1193
 FD1193  NGVD 29 (??/??/92)  144.070  (m)          472.67   (f) ADJ UNCH    1 2
 FD1193
 FD1193.Superseded values are not recommended for survey control.
 FD1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1193.See file dsdata.txt to determine how the superseded data were derived.
 FD1193
 FD1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE164422(NAD 83)
 FD1193_MARKER: DD = SURVEY DISK
 FD1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1193_STAMPING: TT 4 HA 1935
 FD1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1193+STABILITY: SURFACE MOTION
 FD1193
 FD1193  HISTORY     - Date     Condition        Report By
 FD1193  HISTORY     - 1935     MONUMENTED       USGS
 FD1193  HISTORY     - 1949     GOOD             NGS
 FD1193  HISTORY     - 1975     GOOD             TVA
 FD1193
 FD1193                          STATION DESCRIPTION
 FD1193
 FD1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1193'4.2 MI E FROM POPE.
 FD1193'ABOUT 4.25 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1193'CEMETERY AT POPE, ABOUT 5.35 MILES WEST OF THE COURT HOUSE AT
 FD1193'LINDEN, ABOUT 0.15 MILE EAST OF A CONCRETE BRIDGE WITH BANISTERS,
 FD1193'AT A SMALL CROSSROAD (NORTH TO A FARM HOUSE AND SOUTH TO MARSH
 FD1193'CREEK AND CEDAR CREEK), 29 FEET NORTH OF THE CENTER LINE OF THE
 FD1193'HIGHWAY, 52 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH TO
 FD1193'HOUSE, 65.5 FEET SOUTHWEST OF POWER POLE NO. 161, 2 FEET SOUTH
 FD1193'OF A WIRE FENCE, 34 FEET WEST OF A FENCE CORNER, 1 1/2 FEET EAST
 FD1193'OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD
 FD1193'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD1193
 FD1193                          STATION RECOVERY (1975)
 FD1193
 FD1193'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1193'ADD NEW ADDITIONAL REFS. REFS-- 2.0 FT. N TO STEEL POST AND SURVEY
 FD1193'SIGN 71 DEG 520 E TO TENN. HISTORICAL MARKER (CEDAR GROVE IRON
 FD1193'WORKS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0305 ***********************************************************************
 FD0305  DESIGNATION -  TT 4 SS
 FD0305  PID         -  FD0305
 FD0305  STATE/COUNTY-  TN/MARSHALL
 FD0305  USGS QUAD   -  LEWISBURG (1981)
 FD0305
 FD0305                         *CURRENT SURVEY CONTROL
 FD0305  ___________________________________________________________________
 FD0305* NAD 83(1986)-  35 25 46.     (N)    086 45 30.     (W)     SCALED    
 FD0305* NAVD 88     -       249.544  (meters)     818.71   (feet)  ADJUSTED  
 FD0305  ___________________________________________________________________
 FD0305  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0305  DYNAMIC HT  -         249.317 (meters)     817.97  (feet)  COMP
 FD0305  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FD0305
 FD0305  VERT ORDER  -  FIRST     CLASS II
 FD0305
 FD0305.The horizontal coordinates were scaled from a topographic map and have
 FD0305.an estimated accuracy of +/- 6 seconds.
 FD0305
 FD0305.The orthometric height was determined by differential leveling
 FD0305.and adjusted by the National Geodetic Survey in June 1991..
 FD0305
 FD0305.The geoid height was determined by GEOID03.
 FD0305
 FD0305.The dynamic height is computed by dividing the NAVD 88
 FD0305.geopotential number by the normal gravity value computed on the
 FD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0305.degrees latitude (g = 980.6199 gals.).
 FD0305
 FD0305.The modeled gravity was interpolated from observed gravity values.
 FD0305
 FD0305;                    North         East    Units  Estimated Accuracy
 FD0305;SPC TN       -   121,880.      531,140.      MT  (+/- 180 meters Scaled)
 FD0305
 FD0305                          SUPERSEDED SURVEY CONTROL
 FD0305
 FD0305  NGVD 29 (??/??/92)  249.518  (m)          818.63   (f) ADJ UNCH    1 2
 FD0305
 FD0305.Superseded values are not recommended for survey control.
 FD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0305.See file dsdata.txt to determine how the superseded data were derived.
 FD0305
 FD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE219206(NAD 83)
 FD0305_MARKER: DD = SURVEY DISK
 FD0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0305_STAMPING: TT 4 SS 1935
 FD0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0305+STABILITY: SURFACE MOTION
 FD0305
 FD0305  HISTORY     - Date     Condition        Report By
 FD0305  HISTORY     - 1935     MONUMENTED       USGS
 FD0305  HISTORY     - 1949     GOOD             NGS
 FD0305  HISTORY     - 1966     MARK NOT FOUND   NGS
 FD0305
 FD0305                          STATION DESCRIPTION
 FD0305
 FD0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0305'2.4 MI SE FROM LEWISBURG.
 FD0305'2.15 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0305'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, THENCE ABOUT
 FD0305'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD, AT A CROSS ROAD, 19
 FD0305'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 20 FEET
 FD0305'EAST OF THE CENTER LINE OF THE ROAD NORTH, 6 1/2 FEET NORTHEAST
 FD0305'OF A FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 FD0305'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD0305'POST PROJECTING 3 INCHES.  NOTE-- USE WITH CAUTION.  IT WAS
 FD0305'REPORTED BY TVA IN JUNE 1959 THAT THIS BENCH MARK WAS FOUND
 FD0305'BROKEN OFF FIVE OR SIX INCHES.  IT WAS SET BACK IN THE GROUND IN
 FD0305'AN INVERTED POSITION.
 FD0305
 FD0305                          STATION RECOVERY (1966)
 FD0305
 FD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FD0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0255 ***********************************************************************
 FE0255  DESIGNATION -  TT 4 WO
 FE0255  PID         -  FE0255
 FE0255  STATE/COUNTY-  TN/HARDIN
 FE0255  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0255
 FE0255                         *CURRENT SURVEY CONTROL
 FE0255  ___________________________________________________________________
 FE0255* NAD 83(1986)-  35 09 52.     (N)    088 20 22.     (W)     SCALED    
 FE0255* NAVD 88     -       116.015  (meters)     380.63   (feet)  ADJUSTED  
 FE0255  ___________________________________________________________________
 FE0255  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0255  DYNAMIC HT  -         115.908 (meters)     380.27  (feet)  COMP
 FE0255  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 FE0255
 FE0255  VERT ORDER  -  SECOND    CLASS 0
 FE0255
 FE0255.The horizontal coordinates were scaled from a topographic map and have
 FE0255.an estimated accuracy of +/- 6 seconds.
 FE0255
 FE0255.The orthometric height was determined by differential leveling
 FE0255.and adjusted by the National Geodetic Survey in June 1991..
 FE0255
 FE0255.The geoid height was determined by GEOID03.
 FE0255
 FE0255.The dynamic height is computed by dividing the NAVD 88
 FE0255.geopotential number by the normal gravity value computed on the
 FE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0255.degrees latitude (g = 980.6199 gals.).
 FE0255
 FE0255.The modeled gravity was interpolated from observed gravity values.
 FE0255
 FE0255;                    North         East    Units  Estimated Accuracy
 FE0255;SPC TN       -    94,760.      386,880.      MT  (+/- 180 meters Scaled)
 FE0255
 FE0255                          SUPERSEDED SURVEY CONTROL
 FE0255
 FE0255  NGVD 29 (??/??/??)  116.023  (m)          380.65   (f) ADJUSTED    2 0
 FE0255
 FE0255.Superseded values are not recommended for survey control.
 FE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0255.See file dsdata.txt to determine how the superseded data were derived.
 FE0255
 FE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD780921(NAD 83)
 FE0255_MARKER: DD = SURVEY DISK
 FE0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0255_STAMPING: 380.705 TT 4 WO 1934
 FE0255_MARK LOGO: USGS  
 FE0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0255+STABILITY: SURFACE MOTION
 FE0255
 FE0255  HISTORY     - Date     Condition        Report By
 FE0255  HISTORY     - 1934     MONUMENTED       USGS
 FE0255  HISTORY     - 1949     GOOD             CGS
 FE0255
 FE0255                          STATION DESCRIPTION
 FE0255
 FE0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0255'0.9 MI W FROM PITTSBURG LANDING.
 FE0255'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0255'LANDING, HARDIN COUNTY, THENCE 0.8 MILE NORTH ALONG STATE
 FE0255'HIGHWAY 22, 0.3 MILE SOUTH OF THE BRIDGE OVER OWL CREEK, AT THE
 FE0255'EDGE OF A WOODS, 15 FEET SOUTHEAST OF A CULTIVATED FIELD, 15
 FE0255'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FE0255'EAST OF A STEEL POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FE0255'DISK, STAMPED 380.705 TT 4 WO 1934 AND SET IN THE TOP OF A
 FE0255'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2562 ***********************************************************************
 GA2562  DESIGNATION -  TT 41 DL
 GA2562  PID         -  GA2562
 GA2562  STATE/COUNTY-  TN/UNION
 GA2562  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2562
 GA2562                         *CURRENT SURVEY CONTROL
 GA2562  ___________________________________________________________________
 GA2562* NAD 83(1986)-  36 11 29.     (N)    083 53 23.     (W)     SCALED    
 GA2562* NAVD 88     -       313.629  (meters)    1028.96   (feet)  ADJUSTED  
 GA2562  ___________________________________________________________________
 GA2562  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2562  DYNAMIC HT  -         313.341 (meters)    1028.02  (feet)  COMP
 GA2562  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 GA2562
 GA2562  VERT ORDER  -  SECOND    CLASS 0
 GA2562
 GA2562.The horizontal coordinates were scaled from a topographic map and have
 GA2562.an estimated accuracy of +/- 6 seconds.
 GA2562
 GA2562.The orthometric height was determined by differential leveling
 GA2562.and adjusted by the National Geodetic Survey in June 1991..
 GA2562
 GA2562.The geoid height was determined by GEOID03.
 GA2562
 GA2562.The dynamic height is computed by dividing the NAVD 88
 GA2562.geopotential number by the normal gravity value computed on the
 GA2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2562.degrees latitude (g = 980.6199 gals.).
 GA2562
 GA2562.The modeled gravity was interpolated from observed gravity values.
 GA2562
 GA2562;                    North         East    Units  Estimated Accuracy
 GA2562;SPC TN       -   208,200.      789,790.      MT  (+/- 180 meters Scaled)
 GA2562
 GA2562                          SUPERSEDED SURVEY CONTROL
 GA2562
 GA2562  NGVD 29 (??/??/92)  313.711  (m)         1029.23   (f) ADJ UNCH    2 0
 GA2562
 GA2562.Superseded values are not recommended for survey control.
 GA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2562.See file dsdata.txt to determine how the superseded data were derived.
 GA2562
 GA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA401090(NAD 83)
 GA2562_MARKER: DD = SURVEY DISK
 GA2562_SETTING: 66 = SET IN ROCK OUTCROP
 GA2562_SP_SET: BEDROCK
 GA2562_STAMPING: TT 41DL 1934
 GA2562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2562+STABILITY: POSITION/ELEVATION WELL
 GA2562
 GA2562  HISTORY     - Date     Condition        Report By
 GA2562  HISTORY     - 1934     MONUMENTED       USGS
 GA2562  HISTORY     - 1964     GOOD             TNHD
 GA2562  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2562
 GA2562                          STATION DESCRIPTION
 GA2562
 GA2562'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2562'6 MI SW FROM MAYNARDVILLE.
 GA2562'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2562'33 FOR 6.3 MILES TO THE JUNCTION OF STATE ROUTE 61 ON THE RIGHT
 GA2562'AND THE MARK ON THE LEFT.  THE MARK IS 26 FEET EAST OF THE APPROXIMATE
 GA2562'CENTER OF STATE ROUTE 33, 8 FEET SOUTHEAST OF POWER POLE NO. S33
 GA2562'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2562'IS A U.S.G.S. BENCH MARK DISK CEMENTED FLUSH IN A DRILLED HOLE
 GA2562'IN BEDROCK AND PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 GA2562'THE GROUND.
 GA2562
 GA2562                          STATION RECOVERY (1980)
 GA2562
 GA2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0957 ***********************************************************************
 FD0957  DESIGNATION -  TT 42 EN
 FD0957  PID         -  FD0957
 FD0957  STATE/COUNTY-  TN/WAYNE
 FD0957  USGS QUAD   -  EAGLE CREEK (1972)
 FD0957
 FD0957                         *CURRENT SURVEY CONTROL
 FD0957  ___________________________________________________________________
 FD0957* NAD 83(1986)-  35 17 51.     (N)    087 58 11.     (W)     SCALED    
 FD0957* NAVD 88     -       222.948  (meters)     731.46   (feet)  ADJUSTED  
 FD0957  ___________________________________________________________________
 FD0957  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0957  DYNAMIC HT  -         222.740 (meters)     730.77  (feet)  COMP
 FD0957  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FD0957
 FD0957  VERT ORDER  -  SECOND    CLASS 0
 FD0957
 FD0957.The horizontal coordinates were scaled from a topographic map and have
 FD0957.an estimated accuracy of +/- 6 seconds.
 FD0957
 FD0957.The orthometric height was determined by differential leveling
 FD0957.and adjusted by the National Geodetic Survey in June 1991..
 FD0957
 FD0957.The geoid height was determined by GEOID03.
 FD0957
 FD0957.The dynamic height is computed by dividing the NAVD 88
 FD0957.geopotential number by the normal gravity value computed on the
 FD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0957.degrees latitude (g = 980.6199 gals.).
 FD0957
 FD0957.The modeled gravity was interpolated from observed gravity values.
 FD0957
 FD0957;                    North         East    Units  Estimated Accuracy
 FD0957;SPC TN       -   108,780.      420,850.      MT  (+/- 180 meters Scaled)
 FD0957
 FD0957                          SUPERSEDED SURVEY CONTROL
 FD0957
 FD0957  NGVD 29 (??/??/92)  222.954  (m)          731.47   (f) ADJ UNCH    2 0
 FD0957
 FD0957.Superseded values are not recommended for survey control.
 FD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0957.See file dsdata.txt to determine how the superseded data were derived.
 FD0957
 FD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118064(NAD 83)
 FD0957_MARKER: DD = SURVEY DISK
 FD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0957_STAMPING: TT 42 EN 1935
 FD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0957+STABILITY: SURFACE MOTION
 FD0957
 FD0957  HISTORY     - Date     Condition        Report By
 FD0957  HISTORY     - 1935     MONUMENTED       USGS
 FD0957  HISTORY     - 1962     GOOD             TNHD
 FD0957
 FD0957                          STATION DESCRIPTION
 FD0957
 FD0957'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0957'4.5 MI E FROM OLIVE HILL.
 FD0957'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0957'4.48 MILES TO A DEAD END GRAVEL ROAD RIGHT.  TURN RIGHT ON THE
 FD0957'GRAVEL ROAD AND GO SOUTH FOR 0.06 MILE TO THE MARK ON THE RIGHT.
 FD0957'THE MARK IS 21.5 FEET WEST OF THE CENTERLINE OF THE DEAD END
 FD0957'GRAVEL ROAD AND IS A STANDARD DISK SET IN TOP OF A CONCRETE
 FD0957'MONUMENT PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1963 ***********************************************************************
 FB1963  DESIGNATION -  TT 42 G
 FB1963  PID         -  FB1963
 FB1963  STATE/COUNTY-  TN/SEVIER
 FB1963  USGS QUAD   -  PIGEON FORGE (1970)
 FB1963
 FB1963                         *CURRENT SURVEY CONTROL
 FB1963  ___________________________________________________________________
 FB1963* NAD 83(1986)-  35 51 36.     (N)    083 37 27.     (W)     SCALED    
 FB1963* NAVD 88     -       281.03   (+/-2cm)     922.0    (feet)  VERTCON   
 FB1963  ___________________________________________________________________
 FB1963  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FB1963
 FB1963  VERT ORDER  -  ? (See Below)
 FB1963
 FB1963.The horizontal coordinates were scaled from a topographic map and have
 FB1963.an estimated accuracy of +/- 6 seconds.
 FB1963
 FB1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1963.The vertical order pertains to the NGVD 29 superseded value.
 FB1963
 FB1963.The geoid height was determined by GEOID03.
 FB1963
 FB1963;                    North         East    Units  Estimated Accuracy
 FB1963;SPC TN       -   171,990.      814,560.      MT  (+/- 180 meters Scaled)
 FB1963
 FB1963                          SUPERSEDED SURVEY CONTROL
 FB1963
 FB1963  NGVD 29 (??/??/92)  281.158  (m)          922.43   (f) ADJ UNCH    ?  
 FB1963
 FB1963.Superseded values are not recommended for survey control.
 FB1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1963.See file dsdata.txt to determine how the superseded data were derived.
 FB1963
 FB1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV630716(NAD 83)
 FB1963_MARKER: DD = SURVEY DISK
 FB1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1963_STAMPING: TT 42 G 1935
 FB1963_MARK LOGO: USGS  
 FB1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1963+STABILITY: SURFACE MOTION
 FB1963
 FB1963  HISTORY     - Date     Condition        Report By
 FB1963  HISTORY     - 1935     MONUMENTED       USGS
 FB1963  HISTORY     - 1938     GOOD             TVA
 FB1963
 FB1963                          STATION DESCRIPTION
 FB1963
 FB1963'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1963'3.7 MI W FROM SEVIERVILLE.
 FB1963'3.7 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1963'178 FEET SOUTHWEST OF A ROAD JUNCTION, AT THE EAST END OF A
 FB1963'CONCRETE BRIDGE OVER GUESS CREEK, 18.5 FEET SOUTHEAST OF THE
 FB1963'EAST END OF THE SOUTH RAIL, 30.3 FEET SOUTH OF THE CENTERLINE OF
 FB1963'THE HIGHWAY, AND ON AN EMBANKMENT.  A UNITED STATES GEOLOGICAL
 FB1963'SURVEY STANDARD DISK, STAMPED TT 42 G 1935 AND SET IN THE TOP OF
 FB1963'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1702 ***********************************************************************
 GB1702  DESIGNATION -  TT 43 RCD
 GB1702  PID         -  GB1702
 GB1702  STATE/COUNTY-  TN/PUTNAM
 GB1702  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1702
 GB1702                         *CURRENT SURVEY CONTROL
 GB1702  ___________________________________________________________________
 GB1702* NAD 83(1995)-  36 08 19.89712(N)    085 23 05.33243(W)     ADJUSTED  
 GB1702* NAVD 88     -       432.057  (meters)    1417.51   (feet)  ADJUSTED  
 GB1702  ___________________________________________________________________
 GB1702  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GB1702  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB1702  DYNAMIC HT  -         431.664 (meters)    1416.22  (feet)  COMP
 GB1702  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GB1702
 GB1702  HORZ ORDER  -  SECOND
 GB1702  VERT ORDER  -  SECOND    CLASS 0
 GB1702
 GB1702.The horizontal coordinates were established by classical geodetic methods
 GB1702.and adjusted by the National Geodetic Survey in April 1999..
 GB1702
 GB1702.The orthometric height was determined by differential leveling
 GB1702.and adjusted by the National Geodetic Survey in June 1991..
 GB1702
 GB1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1702
 GB1702.The geoid height was determined by GEOID03.
 GB1702
 GB1702.The dynamic height is computed by dividing the NAVD 88
 GB1702.geopotential number by the normal gravity value computed on the
 GB1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1702.degrees latitude (g = 980.6199 gals.).
 GB1702
 GB1702.The modeled gravity was interpolated from observed gravity values.
 GB1702
 GB1702;                    North         East     Units Scale Factor Converg.
 GB1702;SPC TN       -   200,496.779   655,367.544   MT  0.99996251   +0 21 36.6
 GB1702;SPC TN       -   657,796.52  2,150,151.68   sFT  0.99996251   +0 21 36.6
 GB1702;UTM  16      - 4,000,558.460   645,323.105   MT  0.99986022   +0 57 09.8
 GB1702
 GB1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1702!SPC TN       -   0.99993679  x   0.99996251  =   0.99989930
 GB1702!UTM  16      -   0.99993679  x   0.99986022  =   0.99979702
 GB1702
 GB1702|---------------------------------------------------------------------|
 GB1702| PID    Reference Object                     Distance      Geod. Az  |
 GB1702|                                                           dddmmss.s |
 GB1702| GB1703 TT 43 RCD RM 1                       27.831 METERS 06258     |
 GB1702| CG7697 TT 43 RCD AZ MK                                    1451324.9 |
 GB1702| GB1700 TT 43 RCD RM 2                       28.053 METERS 24727     |
 GB1702| GB1697 POPLAR                              APPROX. 2.8 KM 2954115.2 |
 GB1702|---------------------------------------------------------------------|
 GB1702
 GB1702                          SUPERSEDED SURVEY CONTROL
 GB1702
 GB1702  NAD 83(1995)-  36 08 19.89980(N)    085 23 05.33427(W) AD(       ) 2
 GB1702  NAD 83(1995)-  36 08 19.90290(N)    085 23 05.33560(W) AD(       ) 2
 GB1702  NAD 83(1986)-  36 08 19.90951(N)    085 23 05.33467(W) AD(       ) 2
 GB1702  NAD 27      -  36 08 19.68190(N)    085 23 05.42360(W) AD(       ) 2
 GB1702  NGVD 29 (??/??/92)  432.100  (m)         1417.65   (f) ADJ UNCH    2 0
 GB1702
 GB1702.Superseded values are not recommended for survey control.
 GB1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1702.See file dsdata.txt to determine how the superseded data were derived.
 GB1702
 GB1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4532300558(NAD 83)
 GB1702_MARKER: DD = SURVEY DISK
 GB1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1702_STAMPING: TT43RCD 1950
 GB1702_MARK LOGO: USGS  
 GB1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1702+STABILITY: SURFACE MOTION
 GB1702
 GB1702  HISTORY     - Date     Condition        Report By
 GB1702  HISTORY     - 1960     MONUMENTED       USGS
 GB1702  HISTORY     - 1960     GOOD             NGS
 GB1702
 GB1702                          STATION DESCRIPTION
 GB1702
 GB1702'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (SLH)
 GB1702'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ALGOOD AND 4 MILES
 GB1702'SOUTHWEST OF MONTEREY.
 GB1702'
 GB1702'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70N AND STATE
 GB1702'HIGHWAY 84 IN THE SOUTHWEST PART OF MONTEREY, GO SOUTHWEST ON U. S.
 GB1702'HIGHWAY 70N FOR 4.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, FOR
 GB1702'0.2 MILE TO A T-ROAD RIGHT, TURN RIGHT, WEST, FOR 2.0 MILES TO A
 GB1702'FORK, TAKE LEFT FORK, NORTHWEST, FOR 0.6 MILE TO THE STATION ON THE
 GB1702'RIGHT.
 GB1702'
 GB1702'STATION MARK IS 33 FEET NORTH OF THE CENTER OF A T-ROAD AND 2.1 FEET
 GB1702'NORTH OF A WITNESS SIGN.  THE MARK IS A STANDARD (USGS) GEOLOGICAL
 GB1702'SURVEY BENCH MARK SET IN A 6 INCH SQUARE CONCRETE POST, WHICH
 GB1702'PROJECTS 12 INCHES, AND IS STAMPED TT43RCD 1950.
 GB1702'
 GB1702'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTER OF A GRAVELED
 GB1702'ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, WHICH
 GB1702'PROJECTS 3 INCHES, AND IS STAMPED TT43RCD NO 1 1960.
 GB1702'
 GB1702'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE CENTER OF A GRAVELED
 GB1702'ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET
 GB1702'FLUSH, AND IS STAMPED TT43RCD NO 2 1960.
 GB1702'
 GB1702'AZIMUTH MARK IS 10 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2 FEET
 GB1702'NORTH OF A LOCUST TREE AND 1.2 FEET EAST OF A WITNESS SIGN.  THE
 GB1702'MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 GB1702'STAMPED TT43RCD 1960.
 GB1702'
 GB1702'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 GB1702'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 GB1702'
 GB1702'HEIGHT OF LIGHT ABOVE STATION MARK 29.6 METERS.
 GB1702
 GB1702                          STATION RECOVERY (1960)
 GB1702
 GB1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1702'7.7 MI W FROM MONTEREY.
 GB1702'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1702'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1702'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1702'2.15 MILES WESTERLY ON A PAVED AND GRAVELED ROAD TO A Y JUNCTION,
 GB1702'CONTINUE WESTERLY FOR 0.55 MILE TO A DRIVEWAY LEADING TO A
 GB1702'FARM HOUSE.  THE STATION MARK IS 33 FT. NORTH OF THE CENTER THE T
 GB1702'JUNCTION OF THE GRAVELED ROAD AND THE ROAD LEADING TO A FARM
 GB1702'HOUSE AND 2.1 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GB1702'TOP OF A CONCRETE POST PROJECTING 12 INCHES AND ABOUT LEVEL WITH
 GB1702'THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1701 ***********************************************************************
 GB1701  DESIGNATION -  TT 43 RCD AZ MK
 GB1701  PID         -  GB1701
 GB1701  STATE/COUNTY-  TN/PUTNAM
 GB1701  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1701
 GB1701                         *CURRENT SURVEY CONTROL
 GB1701  ___________________________________________________________________
 GB1701* NAD 83(1986)-  36 08 15.     (N)    085 23 02.     (W)     SCALED    
 GB1701* NAVD 88     -       430.028  (meters)    1410.85   (feet)  ADJUSTED  
 GB1701  ___________________________________________________________________
 GB1701  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB1701  DYNAMIC HT  -         429.636 (meters)    1409.56  (feet)  COMP
 GB1701  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 GB1701
 GB1701  VERT ORDER  -  SECOND    CLASS 0
 GB1701
 GB1701.The horizontal coordinates were scaled from a topographic map and have
 GB1701.an estimated accuracy of +/- 6 seconds.
 GB1701
 GB1701.The orthometric height was determined by differential leveling
 GB1701.and adjusted by the National Geodetic Survey in June 1991..
 GB1701
 GB1701.The geoid height was determined by GEOID03.
 GB1701
 GB1701.The dynamic height is computed by dividing the NAVD 88
 GB1701.geopotential number by the normal gravity value computed on the
 GB1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1701.degrees latitude (g = 980.6199 gals.).
 GB1701
 GB1701.The modeled gravity was interpolated from observed gravity values.
 GB1701
 GB1701;                    North         East    Units  Estimated Accuracy
 GB1701;SPC TN       -   200,350.      655,450.      MT  (+/- 180 meters Scaled)
 GB1701
 GB1701                          SUPERSEDED SURVEY CONTROL
 GB1701
 GB1701  NGVD 29 (??/??/92)  430.070  (m)         1410.99   (f) ADJ UNCH    2 0
 GB1701
 GB1701.Superseded values are not recommended for survey control.
 GB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1701.See file dsdata.txt to determine how the superseded data were derived.
 GB1701
 GB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF454004(NAD 83)
 GB1701_MARKER: DZ = AZIMUTH MARK DISK
 GB1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1701_STAMPING: TT43RCD 1960
 GB1701_MARK LOGO: CGS   
 GB1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1701+STABILITY: SURFACE MOTION
 GB1701
 GB1701  HISTORY     - Date     Condition        Report By
 GB1701  HISTORY     - 1960     MONUMENTED       CGS
 GB1701
 GB1701                          STATION DESCRIPTION
 GB1701
 GB1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1701'7.8 MI W FROM MONTEREY.
 GB1701'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILE SOUTHWEST ON
 GB1701'STATE HIGHWAY 84, THEN 4.5 MILES ON U.S. HIGHWAY 70N, THEN 0.2
 GB1701'MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN 2.15
 GB1701'MILES WESTERLY ON A PAVED AND GRAVELED ROAD TO A Y JUNCTION,
 GB1701'CONTINUE WESTERLY FOR 0.55 MILE TO A DRIVEWAY LEADING TO A FARM
 GB1701'HOUSE, THEN GO SOUTH FOR 0.1 MILE ON THE DRIVEWAY.  THE AZIMUTH
 GB1701'MARK IS 10 FT. WEST OF THE CENTER OF THE DRIVEWAY, 2 FT. NORTH
 GB1701'OF A LOCUST TREE AND 1.2 FT. EAST OF A WITNESS SIGN.  THE DISK
 GB1701'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 GB1701'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1703 ***********************************************************************
 GB1703  DESIGNATION -  TT 43 RCD RM 1
 GB1703  PID         -  GB1703
 GB1703  STATE/COUNTY-  TN/PUTNAM
 GB1703  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1703
 GB1703                         *CURRENT SURVEY CONTROL
 GB1703  ___________________________________________________________________
 GB1703* NAD 83(1986)-  36 08 20.     (N)    085 23 05.     (W)     SCALED    
 GB1703* NAVD 88     -       432.520  (meters)    1419.03   (feet)  ADJUSTED  
 GB1703  ___________________________________________________________________
 GB1703  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB1703  DYNAMIC HT  -         432.126 (meters)    1417.73  (feet)  COMP
 GB1703  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GB1703
 GB1703  VERT ORDER  -  SECOND    CLASS 0
 GB1703
 GB1703.The horizontal coordinates were scaled from a topographic map and have
 GB1703.an estimated accuracy of +/- 6 seconds.
 GB1703
 GB1703.The orthometric height was determined by differential leveling
 GB1703.and adjusted by the National Geodetic Survey in June 1991..
 GB1703
 GB1703.The geoid height was determined by GEOID03.
 GB1703
 GB1703.The dynamic height is computed by dividing the NAVD 88
 GB1703.geopotential number by the normal gravity value computed on the
 GB1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1703.degrees latitude (g = 980.6199 gals.).
 GB1703
 GB1703.The modeled gravity was interpolated from observed gravity values.
 GB1703
 GB1703;                    North         East    Units  Estimated Accuracy
 GB1703;SPC TN       -   200,500.      655,380.      MT  (+/- 180 meters Scaled)
 GB1703
 GB1703                          SUPERSEDED SURVEY CONTROL
 GB1703
 GB1703  NGVD 29 (??/??/92)  432.562  (m)         1419.16   (f) ADJ UNCH    2 0
 GB1703
 GB1703.Superseded values are not recommended for survey control.
 GB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1703.See file dsdata.txt to determine how the superseded data were derived.
 GB1703
 GB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF453005(NAD 83)
 GB1703_MARKER: DR = REFERENCE MARK DISK
 GB1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1703_STAMPING: TT43RCD NO 1 1960
 GB1703_MARK LOGO: CGS   
 GB1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1703+STABILITY: SURFACE MOTION
 GB1703
 GB1703  HISTORY     - Date     Condition        Report By
 GB1703  HISTORY     - 1960     MONUMENTED       CGS
 GB1703
 GB1703                          STATION DESCRIPTION
 GB1703
 GB1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1703'7.7 MI W FROM MONTEREY.
 GB1703'THIS MARK IS LOCATED AT THE TT43 RCD STATION SITE, 91.3 FT.
 GB1703'NORTHEAST OF THE STATION MARK AND 33 FT. NORTH OF THE CENTER
 GB1703'OF THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1703'THAT IS FLUSH WITH THE GROUND AND ABOUT 2 FT. ABOVE THE LEVEL OF
 GB1703'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1700 ***********************************************************************
 GB1700  DESIGNATION -  TT 43 RCD RM 2
 GB1700  PID         -  GB1700
 GB1700  STATE/COUNTY-  TN/PUTNAM
 GB1700  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1700
 GB1700                         *CURRENT SURVEY CONTROL
 GB1700  ___________________________________________________________________
 GB1700* NAD 83(1986)-  36 08 20.     (N)    085 23 05.     (W)     SCALED    
 GB1700* NAVD 88     -       430.351  (meters)    1411.91   (feet)  ADJUSTED  
 GB1700  ___________________________________________________________________
 GB1700  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB1700  DYNAMIC HT  -         429.959 (meters)    1410.62  (feet)  COMP
 GB1700  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GB1700
 GB1700  VERT ORDER  -  SECOND    CLASS 0
 GB1700
 GB1700.The horizontal coordinates were scaled from a topographic map and have
 GB1700.an estimated accuracy of +/- 6 seconds.
 GB1700
 GB1700.The orthometric height was determined by differential leveling
 GB1700.and adjusted by the National Geodetic Survey in June 1991..
 GB1700
 GB1700.The geoid height was determined by GEOID03.
 GB1700
 GB1700.The dynamic height is computed by dividing the NAVD 88
 GB1700.geopotential number by the normal gravity value computed on the
 GB1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1700.degrees latitude (g = 980.6199 gals.).
 GB1700
 GB1700.The modeled gravity was interpolated from observed gravity values.
 GB1700
 GB1700;                    North         East    Units  Estimated Accuracy
 GB1700;SPC TN       -   200,500.      655,380.      MT  (+/- 180 meters Scaled)
 GB1700
 GB1700                          SUPERSEDED SURVEY CONTROL
 GB1700
 GB1700  NGVD 29 (??/??/92)  430.394  (m)         1412.05   (f) ADJ UNCH    2 0
 GB1700
 GB1700.Superseded values are not recommended for survey control.
 GB1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1700.See file dsdata.txt to determine how the superseded data were derived.
 GB1700
 GB1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF453005(NAD 83)
 GB1700_MARKER: DR = REFERENCE MARK DISK
 GB1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1700_STAMPING: TT43RCD NO 2 1960
 GB1700_MARK LOGO: CGS   
 GB1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1700+STABILITY: SURFACE MOTION
 GB1700
 GB1700  HISTORY     - Date     Condition        Report By
 GB1700  HISTORY     - 1960     MONUMENTED       CGS
 GB1700
 GB1700                          STATION DESCRIPTION
 GB1700
 GB1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1700'7.7 MI W FROM MONTEREY.
 GB1700'THIS MARK IS LOCATED AT THE TT43RCD 1950 STATION SITE, 92 FT.
 GB1700'SOUTHWEST OF THE STATION MARK AND 15 FT. NORTH OF THE CENTER
 GB1700'OF THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE
 GB1700'POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 GB1700'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2675 ***********************************************************************
 GC2675  DESIGNATION -  TT 45 MS
 GC2675  PID         -  GC2675
 GC2675  STATE/COUNTY-  TN/STEWART
 GC2675  USGS QUAD   -  INDIAN MOUND (1982)
 GC2675
 GC2675                         *CURRENT SURVEY CONTROL
 GC2675  ___________________________________________________________________
 GC2675* NAD 83(1995)-  36 33 03.86437(N)    087 44 43.63873(W)     ADJUSTED  
 GC2675* NAVD 88     -       214.44   (+/-2cm)     703.5    (feet)  VERTCON   
 GC2675  ___________________________________________________________________
 GC2675  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GC2675  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2675
 GC2675  HORZ ORDER  -  SECOND
 GC2675  VERT ORDER  -  THIRD ? (See Below)
 GC2675
 GC2675.The horizontal coordinates were established by classical geodetic methods
 GC2675.and adjusted by the National Geodetic Survey in April 1999..
 GC2675
 GC2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2675.The vertical order pertains to the NGVD 29 superseded value.
 GC2675
 GC2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2675
 GC2675.The geoid height was determined by GEOID03.
 GC2675
 GC2675;                    North         East     Units Scale Factor Converg.
 GC2675;SPC TN       -   247,457.276   443,729.637   MT  1.00002660   -1 01 18.7
 GC2675;SPC TN       -   811,866.08  1,455,802.98   sFT  1.00002660   -1 01 18.7
 GC2675;UTM  16      - 4,045,331.850   433,283.880   MT  0.99965484   -0 26 38.3
 GC2675
 GC2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2675!SPC TN       -   0.99997094  x   1.00002660  =   0.99999754
 GC2675!UTM  16      -   0.99997094  x   0.99965484  =   0.99962579
 GC2675
 GC2675                          SUPERSEDED SURVEY CONTROL
 GC2675
 GC2675  NAD 83(1995)-  36 33 03.86583(N)    087 44 43.63993(W) AD(       ) 2
 GC2675  NAD 83(1995)-  36 33 03.86850(N)    087 44 43.64303(W) AD(       ) 2
 GC2675  NAD 83(1986)-  36 33 03.87433(N)    087 44 43.64163(W) AD(       ) 2
 GC2675  NAD 27      -  36 33 03.69700(N)    087 44 43.57300(W) AD(       ) 2
 GC2675  NGVD 29 (07/19/86)  214.48   (m)          703.7    (f) LEVELING    3  
 GC2675
 GC2675.Superseded values are not recommended for survey control.
 GC2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2675.See file dsdata.txt to determine how the superseded data were derived.
 GC2675
 GC2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3328445332(NAD 83)
 GC2675_MARKER: DB = BENCH MARK DISK
 GC2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2675_STAMPING: TT 45 MS 1946
 GC2675_MARK LOGO: USGS  
 GC2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2675+STABILITY: SURFACE MOTION
 GC2675
 GC2675  HISTORY     - Date     Condition        Report By
 GC2675  HISTORY     - 1946     MONUMENTED       USGS
 GC2675
 GC2675                          STATION DESCRIPTION
 GC2675
 GC2675'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 GC2675'SEE STATION BIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2479 ***********************************************************************
 GA2479  DESIGNATION -  TT 46 DL
 GA2479  PID         -  GA2479
 GA2479  STATE/COUNTY-  TN/KNOX
 GA2479  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2479
 GA2479                         *CURRENT SURVEY CONTROL
 GA2479  ___________________________________________________________________
 GA2479* NAD 83(1986)-  36 06 40.     (N)    083 58 51.     (W)     SCALED    
 GA2479* NAVD 88     -       292.333  (meters)     959.10   (feet)  ADJUSTED  
 GA2479  ___________________________________________________________________
 GA2479  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2479  DYNAMIC HT  -         292.062 (meters)     958.21  (feet)  COMP
 GA2479  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 GA2479
 GA2479  VERT ORDER  -  SECOND    CLASS 0
 GA2479
 GA2479.The horizontal coordinates were scaled from a topographic map and have
 GA2479.an estimated accuracy of +/- 6 seconds.
 GA2479
 GA2479.The orthometric height was determined by differential leveling
 GA2479.and adjusted by the National Geodetic Survey in June 1991..
 GA2479
 GA2479.The geoid height was determined by GEOID03.
 GA2479
 GA2479.The dynamic height is computed by dividing the NAVD 88
 GA2479.geopotential number by the normal gravity value computed on the
 GA2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2479.degrees latitude (g = 980.6199 gals.).
 GA2479
 GA2479.The modeled gravity was interpolated from observed gravity values.
 GA2479
 GA2479;                    North         East    Units  Estimated Accuracy
 GA2479;SPC TN       -   199,120.      781,780.      MT  (+/- 180 meters Scaled)
 GA2479
 GA2479                          SUPERSEDED SURVEY CONTROL
 GA2479
 GA2479  NGVD 29 (??/??/92)  292.445  (m)          959.46   (f) ADJ UNCH    2 0
 GA2479
 GA2479.Superseded values are not recommended for survey control.
 GA2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2479.See file dsdata.txt to determine how the superseded data were derived.
 GA2479
 GA2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA316003(NAD 83)
 GA2479_MARKER: DD = SURVEY DISK
 GA2479_SETTING: 66 = SET IN ROCK OUTCROP
 GA2479_SP_SET: SET IN ROCK OUTCROP
 GA2479_STAMPING: TT 46 DL USGS 1934
 GA2479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2479+STABILITY: POSITION/ELEVATION WELL
 GA2479
 GA2479  HISTORY     - Date     Condition        Report By
 GA2479  HISTORY     - 1934     MONUMENTED       USGS
 GA2479  HISTORY     - 1964     GOOD             TNHD
 GA2479  HISTORY     - 1980     GOOD             NGS
 GA2479
 GA2479                          STATION DESCRIPTION
 GA2479
 GA2479'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2479'4 MI NW FROM KNOXVILLE.
 GA2479'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2479'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 4.0 MILES TO
 GA2479'THE INTERSECTION OF MILLER DRIVE AND THE MARK ON THE RIGHT.  THE
 GA2479'MARK IS ABOUT 190 FEET EAST OF THE INTERSECTION OF MILLER DRIVE,
 GA2479'40 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441,
 GA2479'33 FEET SOUTHWEST OF A GRAVELED PARKING AREA, 17 FEET EAST OF A
 GA2479'TELEPHONE POLE, 6 FEET SOUTHEAST OF A 12-INCH MAPLE TREE AND
 GA2479'0.7 FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS
 GA2479'A U.S.G.S. BENCH MARK DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GA2479'BED ROCK.
 GA2479
 GA2479                          STATION RECOVERY (1980)
 GA2479
 GA2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2060 ***********************************************************************
 FB2060  DESIGNATION -  TT 46 G
 FB2060  PID         -  FB2060
 FB2060  STATE/COUNTY-  TN/SEVIER
 FB2060  USGS QUAD   -  PIGEON FORGE (1970)
 FB2060
 FB2060                         *CURRENT SURVEY CONTROL
 FB2060  ___________________________________________________________________
 FB2060* NAD 83(1986)-  35 46 04.     (N)    083 34 49.     (W)     SCALED    
 FB2060* NAVD 88     -       351.587  (meters)    1153.50   (feet)  ADJUSTED  
 FB2060  ___________________________________________________________________
 FB2060  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2060  DYNAMIC HT  -         351.250 (meters)    1152.39  (feet)  COMP
 FB2060  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 FB2060
 FB2060  VERT ORDER  -  SECOND    CLASS 0
 FB2060
 FB2060.The horizontal coordinates were scaled from a topographic map and have
 FB2060.an estimated accuracy of +/- 6 seconds.
 FB2060
 FB2060.The orthometric height was determined by differential leveling
 FB2060.and adjusted by the National Geodetic Survey in June 1991..
 FB2060
 FB2060.The geoid height was determined by GEOID03.
 FB2060
 FB2060.The dynamic height is computed by dividing the NAVD 88
 FB2060.geopotential number by the normal gravity value computed on the
 FB2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2060.degrees latitude (g = 980.6199 gals.).
 FB2060
 FB2060.The modeled gravity was interpolated from observed gravity values.
 FB2060
 FB2060;                    North         East    Units  Estimated Accuracy
 FB2060;SPC TN       -   161,860.      818,780.      MT  (+/- 180 meters Scaled)
 FB2060
 FB2060                          SUPERSEDED SURVEY CONTROL
 FB2060
 FB2060  NGVD 29 (??/??/92)  351.699  (m)         1153.87   (f) ADJ UNCH    2 0
 FB2060
 FB2060.Superseded values are not recommended for survey control.
 FB2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2060.See file dsdata.txt to determine how the superseded data were derived.
 FB2060
 FB2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV667612(NAD 83)
 FB2060_MARKER: DD = SURVEY DISK
 FB2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2060_STAMPING: TT 46 G 1935
 FB2060_MARK LOGO: USGS  
 FB2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2060+STABILITY: SURFACE MOTION
 FB2060
 FB2060  HISTORY     - Date     Condition        Report By
 FB2060  HISTORY     - 1935     MONUMENTED       USGS
 FB2060  HISTORY     - 1935     GOOD             USGS
 FB2060
 FB2060                          STATION DESCRIPTION
 FB2060
 FB2060'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 FB2060'4 MI SW FROM PIGEON FORGE.
 FB2060'4 MILES SOUTHWEST ALONG THE LITTLE COVE CREEK ROAD FROM PIGEON
 FB2060'FORGE, AT THE JUNCTION OF A ROAD LEADING NORTH AND BACK TO
 FB2060'PIGEON FORGE, 300 FEET NORTHEAST OF THE H.L. WALKER HOUSE, 75
 FB2060'FEET NORTHEAST OF LITTLE COVE CREEK, 45 FEET EAST OF THE CENTER
 FB2060'OF THE ROAD JUNCTION, AND 10 FEET EAST OF THE NORTHWEST CORNER
 FB2060'OF A SHED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB2060'STAMPED TT 46 G 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2332 ***********************************************************************
 GC2332  DESIGNATION -  TT 48 B
 GC2332  PID         -  GC2332
 GC2332  STATE/COUNTY-  TN/ROBERTSON
 GC2332  USGS QUAD   -  GREENBRIER (1981)
 GC2332
 GC2332                         *CURRENT SURVEY CONTROL
 GC2332  ___________________________________________________________________
 GC2332* NAD 83(1995)-  36 25 41.27260(N)    086 48 15.96917(W)     ADJUSTED  
 GC2332* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GC2332  ___________________________________________________________________
 GC2332  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC2332  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2332
 GC2332  HORZ ORDER  -  SECOND
 GC2332
 GC2332.The horizontal coordinates were established by classical geodetic methods
 GC2332.and adjusted by the National Geodetic Survey in April 1999..
 GC2332
 GC2332.The orthometric height was scaled from a topographic map.
 GC2332
 GC2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2332
 GC2332.The geoid height was determined by GEOID03.
 GC2332
 GC2332;                    North         East     Units Scale Factor Converg.
 GC2332;SPC TN       -   232,717.332   527,863.822   MT  1.00000205   -0 28 15.4
 GC2332;SPC TN       -   763,506.78  1,731,833.22   sFT  1.00000205   -0 28 15.4
 GC2332;UTM  16      - 4,031,453.936   517,529.978   MT  0.99960379   +0 06 58.1
 GC2332
 GC2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2332!SPC TN       -   0.99996400  x   1.00000205  =   0.99996605
 GC2332!UTM  16      -   0.99996400  x   0.99960379  =   0.99956780
 GC2332
 GC2332                          SUPERSEDED SURVEY CONTROL
 GC2332
 GC2332  NAD 83(1995)-  36 25 41.27372(N)    086 48 15.97107(W) AD(       ) 2
 GC2332  NAD 83(1995)-  36 25 41.27732(N)    086 48 15.97303(W) AD(       ) 2
 GC2332  NAD 83(1986)-  36 25 41.28200(N)    086 48 15.97306(W) AD(       ) 2
 GC2332  NAD 27      -  36 25 41.11300(N)    086 48 15.98200(W) AD(       ) 2
 GC2332
 GC2332.Superseded values are not recommended for survey control.
 GC2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2332.See file dsdata.txt to determine how the superseded data were derived.
 GC2332
 GC2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1753031454(NAD 83)
 GC2332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC2332_SETTING: 0 = UNSPECIFIED SETTING
 GC2332_STAMPING: TT STA NO 48 B 1930 4 WA 1929
 GC2332_MARK LOGO: USGS  
 GC2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2332
 GC2332  HISTORY     - Date     Condition        Report By
 GC2332  HISTORY     - 1953     MONUMENTED       USGS
 GC2332
 GC2332                          STATION DESCRIPTION
 GC2332
 GC2332'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 GC2332'SEE STATION GREENBRIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1038 ***********************************************************************
 FD1038  DESIGNATION -  TT 48 EN
 FD1038  PID         -  FD1038
 FD1038  STATE/COUNTY-  TN/WAYNE
 FD1038  USGS QUAD   -  CLIFTON (1972)
 FD1038
 FD1038                         *CURRENT SURVEY CONTROL
 FD1038  ___________________________________________________________________
 FD1038* NAD 83(1986)-  35 26 12.     (N)    087 57 50.     (W)     SCALED    
 FD1038* NAVD 88     -       127.763  (meters)     419.17   (feet)  ADJUSTED  
 FD1038  ___________________________________________________________________
 FD1038  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1038  DYNAMIC HT  -         127.645 (meters)     418.78  (feet)  COMP
 FD1038  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 FD1038
 FD1038  VERT ORDER  -  FIRST     CLASS II
 FD1038
 FD1038.The horizontal coordinates were scaled from a topographic map and have
 FD1038.an estimated accuracy of +/- 6 seconds.
 FD1038
 FD1038.The orthometric height was determined by differential leveling
 FD1038.and adjusted by the National Geodetic Survey in June 1991..
 FD1038
 FD1038.The geoid height was determined by GEOID03.
 FD1038
 FD1038.The dynamic height is computed by dividing the NAVD 88
 FD1038.geopotential number by the normal gravity value computed on the
 FD1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1038.degrees latitude (g = 980.6199 gals.).
 FD1038
 FD1038.The modeled gravity was interpolated from observed gravity values.
 FD1038
 FD1038;                    North         East    Units  Estimated Accuracy
 FD1038;SPC TN       -   124,200.      421,700.      MT  (+/- 180 meters Scaled)
 FD1038
 FD1038                          SUPERSEDED SURVEY CONTROL
 FD1038
 FD1038  NGVD 29 (??/??/92)  127.772  (m)          419.20   (f) ADJ UNCH    1 2
 FD1038
 FD1038.Superseded values are not recommended for survey control.
 FD1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1038.See file dsdata.txt to determine how the superseded data were derived.
 FD1038
 FD1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE125218(NAD 83)
 FD1038_MARKER: DD = SURVEY DISK
 FD1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1038_STAMPING: TT 48 EN 1935
 FD1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1038+STABILITY: SURFACE MOTION
 FD1038
 FD1038  HISTORY     - Date     Condition        Report By
 FD1038  HISTORY     - 1935     MONUMENTED       USGS
 FD1038  HISTORY     - 1950     GOOD             NGS
 FD1038
 FD1038                          STATION DESCRIPTION
 FD1038
 FD1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1038'5.3 MI NE FROM CLIFTON.
 FD1038'5.3 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1038'HOTEL AT CLIFTON, 0.2 MILE SOUTHEAST OF RICHARDSON SCHOOL, AT
 FD1038'THE INTERSECTION OF AN EAST-AND-WEST ROAD, 37 FEET SOUTHEAST OF
 FD1038'THE CENTERLINE OF THE MAIN ROAD, 24 FEET SOUTH OF THE CENTERLINE
 FD1038'OF THE EAST-AND-WEST ROAD, 60 FEET SOUTHEAST ACROSS THE ROAD FROM
 FD1038'A 16-INCH OAK TREE USED AS A FENCE-CORNER POST, 34 FEET NORTH OF A
 FD1038'TRIANGULAR-BLAZED 16-INCH TWIN TREE, 22 FEET WEST OF THE SOUTHWEST
 FD1038'CORNER OF A 6-FOOT WOODEN BRIDGE ON THE EAST-AND-WEST ROAD, 2 FEET
 FD1038'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A
 FD1038'STEEL POST WITH A CONTROL-MARKER SIGN, AND LEVEL WITH THE
 FD1038'INTERSECTION.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FD1038'TT 48 EN 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0783 ***********************************************************************
 FC0783  DESIGNATION -  TT 5 DA
 FC0783  PID         -  FC0783
 FC0783  STATE/COUNTY-  TN/MCMINN
 FC0783  USGS QUAD   -  NIOTA (1990)
 FC0783
 FC0783                         *CURRENT SURVEY CONTROL
 FC0783  ___________________________________________________________________
 FC0783* NAD 83(1986)-  35 37 08.     (N)    084 35 49.     (W)     SCALED    
 FC0783* NAVD 88     -       270.212  (meters)     886.52   (feet)  ADJUSTED  
 FC0783  ___________________________________________________________________
 FC0783  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0783  DYNAMIC HT  -         269.949 (meters)     885.66  (feet)  COMP
 FC0783  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 FC0783
 FC0783  VERT ORDER  -  FIRST     CLASS II
 FC0783
 FC0783.The horizontal coordinates were scaled from a topographic map and have
 FC0783.an estimated accuracy of +/- 6 seconds.
 FC0783
 FC0783.The orthometric height was determined by differential leveling
 FC0783.and adjusted by the National Geodetic Survey in June 1991..
 FC0783
 FC0783.The geoid height was determined by GEOID03.
 FC0783
 FC0783.The dynamic height is computed by dividing the NAVD 88
 FC0783.geopotential number by the normal gravity value computed on the
 FC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0783.degrees latitude (g = 980.6199 gals.).
 FC0783
 FC0783.The modeled gravity was interpolated from observed gravity values.
 FC0783
 FC0783;                    North         East    Units  Estimated Accuracy
 FC0783;SPC TN       -   143,540.      727,100.      MT  (+/- 180 meters Scaled)
 FC0783
 FC0783                          SUPERSEDED SURVEY CONTROL
 FC0783
 FC0783  NGVD 29 (??/??/92)  270.291  (m)          886.78   (f) ADJ UNCH    1 2
 FC0783
 FC0783.Superseded values are not recommended for survey control.
 FC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0783.See file dsdata.txt to determine how the superseded data were derived.
 FC0783
 FC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE176443(NAD 83)
 FC0783_MARKER: DD = SURVEY DISK
 FC0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0783_STAMPING: TT 5 DA 1934
 FC0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0783+STABILITY: SURFACE MOTION
 FC0783
 FC0783  HISTORY     - Date     Condition        Report By
 FC0783  HISTORY     - 1934     MONUMENTED       USGS
 FC0783  HISTORY     - 1950     GOOD             NGS
 FC0783
 FC0783                          STATION DESCRIPTION
 FC0783
 FC0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0783'8.2 MI W FROM SWEETWATER.
 FC0783'8.25 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0783'HIGHWAY 11 AT SWEETWATER, ABOUT 0.8 MILE EAST OF BEULAH CHURCH AND
 FC0783'CEMETERY, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 FC0783'NORTH OF THE NORTHWEST CORNER OF THE CHIMNEY OF THE MARY FISHER
 FC0783'FARM HOUSE, 32 FEET EAST OF THE CENTER LINE OF A DRIVE SOUTH TO
 FC0783'A GROUP OF BARNS, 164 FEET WEST OF THE SOUTH END OF THE WEST
 FC0783'PIPE OF A DOUBLE 30-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT 1/2
 FC0783'FOOT NORTH OF BEING IN LINE WITH A ROW OF TREES IN FRONT YARD OF
 FC0783'FARM HOUSE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FC0783'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1805 ***********************************************************************
 GB1805  DESIGNATION -  TT 5 E
 GB1805  PID         -  GB1805
 GB1805  STATE/COUNTY-  TN/WHITE
 GB1805  USGS QUAD   -  BURGESS FALLS (1986)
 GB1805
 GB1805                         *CURRENT SURVEY CONTROL
 GB1805  ___________________________________________________________________
 GB1805* NAD 83(1986)-  36 03 15.     (N)    085 30 59.     (W)     SCALED    
 GB1805* NAVD 88     -       314.889  (meters)    1033.10   (feet)  ADJUSTED  
 GB1805  ___________________________________________________________________
 GB1805  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GB1805  DYNAMIC HT  -         314.609 (meters)    1032.18  (feet)  COMP
 GB1805  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 GB1805
 GB1805  VERT ORDER  -  SECOND    CLASS 0
 GB1805
 GB1805.The horizontal coordinates were scaled from a topographic map and have
 GB1805.an estimated accuracy of +/- 6 seconds.
 GB1805
 GB1805.The orthometric height was determined by differential leveling
 GB1805.and adjusted by the National Geodetic Survey in June 1991..
 GB1805
 GB1805.The geoid height was determined by GEOID03.
 GB1805
 GB1805.The dynamic height is computed by dividing the NAVD 88
 GB1805.geopotential number by the normal gravity value computed on the
 GB1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1805.degrees latitude (g = 980.6199 gals.).
 GB1805
 GB1805.The modeled gravity was interpolated from observed gravity values.
 GB1805
 GB1805;                    North         East    Units  Estimated Accuracy
 GB1805;SPC TN       -   191,030.      643,570.      MT  (+/- 180 meters Scaled)
 GB1805
 GB1805                          SUPERSEDED SURVEY CONTROL
 GB1805
 GB1805  NGVD 29 (??/??/92)  314.966  (m)         1033.35   (f) ADJ UNCH    2 0
 GB1805
 GB1805.Superseded values are not recommended for survey control.
 GB1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1805.See file dsdata.txt to determine how the superseded data were derived.
 GB1805
 GB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE336909(NAD 83)
 GB1805_MARKER: DD = SURVEY DISK
 GB1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1805_STAMPING: TT 5 E 1930
 GB1805_MARK LOGO: USGS  
 GB1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1805+STABILITY: SURFACE MOTION
 GB1805
 GB1805  HISTORY     - Date     Condition        Report By
 GB1805  HISTORY     - 1930     MONUMENTED       USGS
 GB1805  HISTORY     - 1935     GOOD             NGS
 GB1805
 GB1805                          STATION DESCRIPTION
 GB1805
 GB1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1805'8.5 MI SE FROM COOKEVILLE.
 GB1805'IN WHITE COUNTY, 8.5 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM
 GB1805'THE COUNTY COURTHOUSE AT COOKEVILLE, PUTNAM COUNTY, 70 YARDS
 GB1805'SOUTHWEST OF A STANDARD OIL CO. SERVICE STATION IN 1935, 39 FEET
 GB1805'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOME OF T. SLIGER IN 1935,
 GB1805'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTHWEST
 GB1805'OF A 12-INCH OAK TREE, AND 5 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 GB1805'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 5 E 1930 AND
 GB1805'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1268 ***********************************************************************
 FB1268  DESIGNATION -  TT 5 G
 FB1268  PID         -  FB1268
 FB1268  STATE/COUNTY-  TN/COCKE
 FB1268  USGS QUAD   -  NEWPORT (1992)
 FB1268
 FB1268                         *CURRENT SURVEY CONTROL
 FB1268  ___________________________________________________________________
 FB1268* NAD 83(1986)-  35 56 08.     (N)    083 12 31.     (W)     SCALED    
 FB1268* NAVD 88     -       382.935  (meters)    1256.35   (feet)  ADJUSTED  
 FB1268  ___________________________________________________________________
 FB1268  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1268  DYNAMIC HT  -         382.572 (meters)    1255.15  (feet)  COMP
 FB1268  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FB1268
 FB1268  VERT ORDER  -  SECOND    CLASS 0
 FB1268
 FB1268.The horizontal coordinates were scaled from a topographic map and have
 FB1268.an estimated accuracy of +/- 6 seconds.
 FB1268
 FB1268.The orthometric height was determined by differential leveling
 FB1268.and adjusted by the National Geodetic Survey in June 1991..
 FB1268
 FB1268.The geoid height was determined by GEOID03.
 FB1268
 FB1268.The dynamic height is computed by dividing the NAVD 88
 FB1268.geopotential number by the normal gravity value computed on the
 FB1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1268.degrees latitude (g = 980.6199 gals.).
 FB1268
 FB1268.The modeled gravity was interpolated from observed gravity values.
 FB1268
 FB1268;                    North         East    Units  Estimated Accuracy
 FB1268;SPC TN       -   181,360.      851,840.      MT  (+/- 180 meters Scaled)
 FB1268
 FB1268                          SUPERSEDED SURVEY CONTROL
 FB1268
 FB1268  NGVD 29 (??/??/92)  383.107  (m)         1256.91   (f) ADJ UNCH    2 0
 FB1268
 FB1268.Superseded values are not recommended for survey control.
 FB1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1268.See file dsdata.txt to determine how the superseded data were derived.
 FB1268
 FB1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV007790(NAD 83)
 FB1268_MARKER: DD = SURVEY DISK
 FB1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1268_STAMPING: TT 5 G 1934
 FB1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1268+STABILITY: SURFACE MOTION
 FB1268
 FB1268  HISTORY     - Date     Condition        Report By
 FB1268  HISTORY     - 1934     MONUMENTED       USGS
 FB1268  HISTORY     - 1961     GOOD             NGS
 FB1268
 FB1268                          STATION DESCRIPTION
 FB1268
 FB1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1268'2.6 MI SW FROM NEWPORT.
 FB1268'2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 FB1268'STATE HIGHWAY 35 AT NEWPORT, COCKE COUNTY, AT THE T-JUNCTION OF
 FB1268'A ROAD LEADING EAST, 59.5 FEET NORTHEAST ACROSS THE ROAD FROM
 FB1268'THE NORTHEAST CORNER OF A COTTAGE, 31.4 FEET EAST OF THE CENTERLINE
 FB1268'OF THE HIGHWAY, 16.3 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 FB1268'AND IN A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1268'DISK, STAMPED TT 5 G 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1189 ***********************************************************************
 FD1189  DESIGNATION -  TT 5 HA
 FD1189  PID         -  FD1189
 FD1189  STATE/COUNTY-  TN/PERRY
 FD1189  USGS QUAD   -  POPE (1973)
 FD1189
 FD1189                         *CURRENT SURVEY CONTROL
 FD1189  ___________________________________________________________________
 FD1189* NAD 83(1986)-  35 37 13.     (N)    087 58 55.     (W)     SCALED    
 FD1189* NAVD 88     -       127.340  (meters)     417.78   (feet)  ADJUSTED  
 FD1189  ___________________________________________________________________
 FD1189  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1189  DYNAMIC HT  -         127.227 (meters)     417.41  (feet)  COMP
 FD1189  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD1189
 FD1189  VERT ORDER  -  FIRST     CLASS II
 FD1189
 FD1189.The horizontal coordinates were scaled from a topographic map and have
 FD1189.an estimated accuracy of +/- 6 seconds.
 FD1189
 FD1189.The orthometric height was determined by differential leveling
 FD1189.and adjusted by the National Geodetic Survey in June 1991..
 FD1189
 FD1189.The geoid height was determined by GEOID03.
 FD1189
 FD1189.The dynamic height is computed by dividing the NAVD 88
 FD1189.geopotential number by the normal gravity value computed on the
 FD1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1189.degrees latitude (g = 980.6199 gals.).
 FD1189
 FD1189.The modeled gravity was interpolated from observed gravity values.
 FD1189
 FD1189;                    North         East    Units  Estimated Accuracy
 FD1189;SPC TN       -   144,600.      420,470.      MT  (+/- 180 meters Scaled)
 FD1189
 FD1189                          SUPERSEDED SURVEY CONTROL
 FD1189
 FD1189  NGVD 29 (??/??/92)  127.350  (m)          417.81   (f) ADJ UNCH    1 2
 FD1189
 FD1189.Superseded values are not recommended for survey control.
 FD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1189.See file dsdata.txt to determine how the superseded data were derived.
 FD1189
 FD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE110422(NAD 83)
 FD1189_MARKER: DD = SURVEY DISK
 FD1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1189_STAMPING: TT 5 HA 1935
 FD1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1189+STABILITY: SURFACE MOTION
 FD1189
 FD1189  HISTORY     - Date     Condition        Report By
 FD1189  HISTORY     - 1935     MONUMENTED       USGS
 FD1189  HISTORY     - 1949     GOOD             NGS
 FD1189
 FD1189                          STATION DESCRIPTION
 FD1189
 FD1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1189'0.9 MI E FROM POPE.
 FD1189'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1189'CEMETERY AT POPE, ABOUT 0.55 MILE EAST OF THE POST OFFICE AT
 FD1189'POPE, ABOUT 0.45 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH
 FD1189'ROAD, BETWEEN THE HIGHWAY AND SIMMONS CEMETERY, 38 FEET NORTH OF
 FD1189'THE CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHEAST OF THE W.O.
 FD1189'CROSBY TOMBSTONE, 12 FEET SOUTHEAST OF A 2-INCH TWIN CEDAR TREE,
 FD1189'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET ABOVE
 FD1189'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FD1189'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1975 ***********************************************************************
 FB1975  DESIGNATION -  TT 51 G
 FB1975  PID         -  FB1975
 FB1975  STATE/COUNTY-  TN/SEVIER
 FB1975  USGS QUAD   -  WALDEN CREEK (1987)
 FB1975
 FB1975                         *CURRENT SURVEY CONTROL
 FB1975  ___________________________________________________________________
 FB1975* NAD 83(1986)-  35 49 29.     (N)    083 42 14.     (W)     SCALED    
 FB1975* NAVD 88     -       328.92   (+/-2cm)    1079.1    (feet)  VERTCON   
 FB1975  ___________________________________________________________________
 FB1975  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FB1975
 FB1975  VERT ORDER  -  ? (See Below)
 FB1975
 FB1975.The horizontal coordinates were scaled from a topographic map and have
 FB1975.an estimated accuracy of +/- 6 seconds.
 FB1975
 FB1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1975.The vertical order pertains to the NGVD 29 superseded value.
 FB1975
 FB1975.The geoid height was determined by GEOID03.
 FB1975
 FB1975;                    North         East    Units  Estimated Accuracy
 FB1975;SPC TN       -   167,900.      807,450.      MT  (+/- 180 meters Scaled)
 FB1975
 FB1975                          SUPERSEDED SURVEY CONTROL
 FB1975
 FB1975  NGVD 29 (??/??/92)  329.030  (m)         1079.49   (f) ADJ UNCH    ?  
 FB1975
 FB1975.Superseded values are not recommended for survey control.
 FB1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1975.See file dsdata.txt to determine how the superseded data were derived.
 FB1975
 FB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV557678(NAD 83)
 FB1975_MARKER: DD = SURVEY DISK
 FB1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1975_STAMPING: TT 51 G 1935
 FB1975_MARK LOGO: USGS  
 FB1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1975+STABILITY: SURFACE MOTION
 FB1975
 FB1975  HISTORY     - Date     Condition        Report By
 FB1975  HISTORY     - 1935     MONUMENTED       USGS
 FB1975  HISTORY     - 1938     GOOD             TVA
 FB1975
 FB1975                          STATION DESCRIPTION
 FB1975
 FB1975'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1975'11 MI SW FROM SEVIERVILLE.
 FB1975'11 MILES SOUTHWEST OF SEVIERVILLE, AT DUPONT SCHOOL, ON THE
 FB1975'ELLEJOY ROAD, 1.2 MILES SOUTHWEST OF THE JUNCTION OF THE OLD
 FB1975'STAGE ROAD, 343 FEET SOUTH AND 50 FEET WEST OF A CHURCH, 82
 FB1975'FEET NORTH AND 17 FEET WEST OF THE NORTHWEST CORNER OF THE
 FB1975'SCHOOLHOUSE, AND 33 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FB1975'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 51 G 1935
 FB1975'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1808 ***********************************************************************
 FB1808  DESIGNATION -  TT 52 G
 FB1808  PID         -  FB1808
 FB1808  STATE/COUNTY-  TN/SEVIER
 FB1808  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1808
 FB1808                         *CURRENT SURVEY CONTROL
 FB1808  ___________________________________________________________________
 FB1808* NAD 83(1986)-  35 54 57.     (N)    083 32 54.     (W)     SCALED    
 FB1808* NAVD 88     -       298.70   (+/-2cm)     980.0    (feet)  VERTCON   
 FB1808  ___________________________________________________________________
 FB1808  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1808
 FB1808  VERT ORDER  -  ? (See Below)
 FB1808
 FB1808.The horizontal coordinates were scaled from a topographic map and have
 FB1808.an estimated accuracy of +/- 6 seconds.
 FB1808
 FB1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1808.The vertical order pertains to the NGVD 29 superseded value.
 FB1808
 FB1808.The geoid height was determined by GEOID03.
 FB1808
 FB1808;                    North         East    Units  Estimated Accuracy
 FB1808;SPC TN       -   178,350.      821,250.      MT  (+/- 180 meters Scaled)
 FB1808
 FB1808                          SUPERSEDED SURVEY CONTROL
 FB1808
 FB1808  NGVD 29 (??/??/92)  298.851  (m)          980.48   (f) ADJ UNCH    ?  
 FB1808
 FB1808.Superseded values are not recommended for survey control.
 FB1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1808.See file dsdata.txt to determine how the superseded data were derived.
 FB1808
 FB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV700776(NAD 83)
 FB1808_MARKER: DD = SURVEY DISK
 FB1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1808_STAMPING: TT 52 G 1935
 FB1808_MARK LOGO: USGS  
 FB1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1808+STABILITY: SURFACE MOTION
 FB1808
 FB1808  HISTORY     - Date     Condition        Report By
 FB1808  HISTORY     - 1935     MONUMENTED       USGS
 FB1808  HISTORY     - 1938     GOOD             TVA
 FB1808  HISTORY     - 1969     POOR             TNDT
 FB1808
 FB1808                          STATION DESCRIPTION
 FB1808
 FB1808'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1808'0.5 MI SW FROM POWDER SPRINGS.
 FB1808'0.5 MILE SOUTHWEST ALONG A ROAD FROM POWDER SPRINGS, 3/4 MILE
 FB1808'SOUTHEAST OF THE ADLER BRANCH BAPTIST CHURCH, AT THE ROAD
 FB1808'INTERSECTION NEAR MIDWAY SCHOOL, 32 FEET SOUTH AND 30 FEET WEST
 FB1808'OF THE CENTER OF THE INTERSECTION, AND AT THE CORNER OF THE BOB
 FB1808'RUNYAN PROPERTY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB1808'STAMPED TT 52 G 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB1808
 FB1808                          STATION RECOVERY (1969)
 FB1808
 FB1808'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1808'14 IN. W OF OLD ABANDONED SCHOOL RD., 17 FT. S OF OLD ST. RT. 66
 FB1808'(POWDER SPRINGS RD.), 5 FT. N OF A 30 IN. ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2350 ***********************************************************************
 GC2350  DESIGNATION -  TT 57 D
 GC2350  PID         -  GC2350
 GC2350  STATE/COUNTY-  TN/DAVIDSON
 GC2350  USGS QUAD   -  WHITES CREEK (1994)
 GC2350
 GC2350                         *CURRENT SURVEY CONTROL
 GC2350  ___________________________________________________________________
 GC2350* NAD 83(1995)-  36 20 55.31531(N)    086 47 30.34959(W)     ADJUSTED  
 GC2350* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 GC2350  ___________________________________________________________________
 GC2350  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2350  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2350
 GC2350  HORZ ORDER  -  SECOND
 GC2350
 GC2350.The horizontal coordinates were established by classical geodetic methods
 GC2350.and adjusted by the National Geodetic Survey in April 1999..
 GC2350
 GC2350.The orthometric height was scaled from a topographic map.
 GC2350
 GC2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2350
 GC2350.The geoid height was determined by GEOID03.
 GC2350
 GC2350;                    North         East     Units Scale Factor Converg.
 GC2350;SPC TN       -   223,894.063   528,928.835   MT  0.99998865   -0 27 48.7
 GC2350;SPC TN       -   734,559.11  1,735,327.35   sFT  0.99998865   -0 27 48.7
 GC2350;UTM  16      - 4,022,645.488   518,684.879   MT  0.99960430   +0 07 24.3
 GC2350
 GC2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2350!SPC TN       -   0.99995991  x   0.99998865  =   0.99994856
 GC2350!UTM  16      -   0.99995991  x   0.99960430  =   0.99956422
 GC2350
 GC2350                          SUPERSEDED SURVEY CONTROL
 GC2350
 GC2350  NAD 83(1995)-  36 20 55.31615(N)    086 47 30.35104(W) AD(       ) 2
 GC2350  NAD 83(1995)-  36 20 55.31963(N)    086 47 30.35271(W) AD(       ) 2
 GC2350  NAD 83(1986)-  36 20 55.32493(N)    086 47 30.35258(W) AD(       ) 2
 GC2350  NAD 27      -  36 20 55.14300(N)    086 47 30.36300(W) AD(       ) 2
 GC2350
 GC2350.Superseded values are not recommended for survey control.
 GC2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2350.See file dsdata.txt to determine how the superseded data were derived.
 GC2350
 GC2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1868522645(NAD 83)
 GC2350_MARKER: DD = SURVEY DISK
 GC2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2350_MARK LOGO: USGS  
 GC2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2350+STABILITY: SURFACE MOTION
 GC2350
 GC2350  HISTORY     - Date     Condition        Report By
 GC2350  HISTORY     - 1953     MONUMENTED       USGS
 GC2350
 GC2350                          STATION DESCRIPTION
 GC2350
 GC2350'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2350'SEE STATION IVY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2539 ***********************************************************************
 FE2539  DESIGNATION -  TT 6 CWH
 FE2539  PID         -  FE2539
 FE2539  STATE/COUNTY-  TN/FAYETTE
 FE2539  USGS QUAD   -  OAKLAND (1983)
 FE2539
 FE2539                         *CURRENT SURVEY CONTROL
 FE2539  ___________________________________________________________________
 FE2539* NAD 83(1995)-  35 13 45.35289(N)    089 32 10.47169(W)     ADJUSTED  
 FE2539* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 FE2539  ___________________________________________________________________
 FE2539  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2539  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2539
 FE2539  HORZ ORDER  -  SECOND
 FE2539
 FE2539.The horizontal coordinates were established by classical geodetic methods
 FE2539.and adjusted by the National Geodetic Survey in April 1999..
 FE2539
 FE2539.The orthometric height was scaled from a topographic map.
 FE2539
 FE2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2539
 FE2539.The geoid height was determined by GEOID03.
 FE2539
 FE2539;                    North         East     Units Scale Factor Converg.
 FE2539;SPC TN       -   105,219.278   278,154.765   MT  1.00000372   -2 04 12.9
 FE2539;SPC TN       -   345,206.91    912,579.42   sFT  1.00000372   -2 04 12.9
 FE2539;UTM  16      - 3,901,416.150   269,185.665   MT  1.00025661   -1 27 49.2
 FE2539
 FE2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2539!SPC TN       -   0.99998532  x   1.00000372  =   0.99998904
 FE2539!UTM  16      -   0.99998532  x   1.00025661  =   1.00024193
 FE2539
 FE2539                          SUPERSEDED SURVEY CONTROL
 FE2539
 FE2539  NAD 83(1995)-  35 13 45.35734(N)    089 32 10.47312(W) AD(       ) 2
 FE2539  NAD 83(1995)-  35 13 45.35758(N)    089 32 10.47279(W) AD(       ) 2
 FE2539  NAD 83(1986)-  35 13 45.36466(N)    089 32 10.47185(W) AD(       ) 2
 FE2539  NAD 27      -  35 13 45.05100(N)    089 32 10.19440(W) AD(       ) 2
 FE2539
 FE2539.Superseded values are not recommended for survey control.
 FE2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2539.See file dsdata.txt to determine how the superseded data were derived.
 FE2539
 FE2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6918601416(NAD 83)
 FE2539_MARKER: DB = BENCH MARK DISK
 FE2539_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FE2539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2539
 FE2539  HISTORY     - Date     Condition        Report By
 FE2539  HISTORY     - 1958     MONUMENTED       USGS
 FE2539  HISTORY     - 20040804 POOR             USACE
 FE2539
 FE2539                          STATION DESCRIPTION
 FE2539
 FE2539'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2539'THE STATION IS ABOUT 1 MILE WEST OF OAKLAND, 5 MILES WEST OF WARREN
 FE2539'JUNCTION AND 9 MILES SOUTHEAST OF ARLINGTON.
 FE2539'
 FE2539'TO REACH FROM THE PAVED RAILROAD CROSSING JUST WEST OF THE RAILROAD
 FE2539'DEPOT IN OAKLAND, GO NORTH FOR 0.3 MILE TO THE ROADS JUNCTION
 FE2539'WITH U.S. HIGHWAY 64.  TURN LEFT, WEST, AND GO 1.15 MILES TO THE
 FE2539'STATION ON THE RIGHT, NORTH SIDE OF THE ROAD.
 FE2539'
 FE2539'TT 6 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 FE2539'PRE-CAST 8 INCH CONCRETE POST.  THE MONUMENT IS 1 FOOT SOUTH OF A
 FE2539'FENCE, 34 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 64 AND 127
 FE2539'FEET EAST OF A GRAVEL ROAD.  THE MONUMENT IS STAMPED TT 6 CWH
 FE2539'1951 AND PROJECTS 6 INCHES.  IT IS 176.51 FEET, 53.8014 METERS,
 FE2539'NORTHWEST OF TRIANGULATION STATION OAKLAND.
 FE2539
 FE2539                          STATION RECOVERY (2004)
 FE2539
 FE2539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 FE2539'MARK DESTROYED DUE TO NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0778 ***********************************************************************
 FC0778  DESIGNATION -  TT 6 DA
 FC0778  PID         -  FC0778
 FC0778  STATE/COUNTY-  TN/MCMINN
 FC0778  USGS QUAD   -  TRANQUILLITY (1990)
 FC0778
 FC0778                         *CURRENT SURVEY CONTROL
 FC0778  ___________________________________________________________________
 FC0778* NAD 83(1986)-  35 36 29.     (N)    084 38 48.     (W)     SCALED    
 FC0778* NAVD 88     -       271.341  (meters)     890.22   (feet)  ADJUSTED  
 FC0778  ___________________________________________________________________
 FC0778  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0778  DYNAMIC HT  -         271.080 (meters)     889.37  (feet)  COMP
 FC0778  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FC0778
 FC0778  VERT ORDER  -  FIRST     CLASS II
 FC0778
 FC0778.The horizontal coordinates were scaled from a topographic map and have
 FC0778.an estimated accuracy of +/- 6 seconds.
 FC0778
 FC0778.The orthometric height was determined by differential leveling
 FC0778.and adjusted by the National Geodetic Survey in June 1991..
 FC0778
 FC0778.The geoid height was determined by GEOID03.
 FC0778
 FC0778.The dynamic height is computed by dividing the NAVD 88
 FC0778.geopotential number by the normal gravity value computed on the
 FC0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0778.degrees latitude (g = 980.6199 gals.).
 FC0778
 FC0778.The modeled gravity was interpolated from observed gravity values.
 FC0778
 FC0778;                    North         East    Units  Estimated Accuracy
 FC0778;SPC TN       -   142,280.      722,610.      MT  (+/- 180 meters Scaled)
 FC0778
 FC0778                          SUPERSEDED SURVEY CONTROL
 FC0778
 FC0778  NGVD 29 (??/??/92)  271.422  (m)          890.49   (f) ADJ UNCH    1 2
 FC0778
 FC0778.Superseded values are not recommended for survey control.
 FC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0778.See file dsdata.txt to determine how the superseded data were derived.
 FC0778
 FC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE131430(NAD 83)
 FC0778_MARKER: DD = SURVEY DISK
 FC0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0778_STAMPING: TT6 DA 1934
 FC0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0778+STABILITY: SURFACE MOTION
 FC0778
 FC0778  HISTORY     - Date     Condition        Report By
 FC0778  HISTORY     - 1934     MONUMENTED       USGS
 FC0778  HISTORY     - 1950     GOOD             NGS
 FC0778
 FC0778                          STATION DESCRIPTION
 FC0778
 FC0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0778'7.4 MI E FROM PEAKLAND.
 FC0778'7.35 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0778'PEAKLAND, ABOUT 0.55 MILE EAST OF THE MC MINN-MEIGS COUNTY LINE,
 FC0778'AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO SEWEE CHURCH, 120
 FC0778'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF
 FC0778'THE CENTER LINE OF THE GRAVEL ROAD SOUTH, ABOUT 20 YARDS NORTH OF
 FC0778'THE TOP OF A GRADE ON GRAVEL ROAD, 21 FEET SOUTH OF A 10-INCH
 FC0778'OAK TREE, 7.5 FEET SOUTHWEST OF A 10-INCH OAK TREE, 1/2 FOOT
 FC0778'NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 FC0778'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2495 ***********************************************************************
 FE2495  DESIGNATION -  TT 6 GDF
 FE2495  PID         -  FE2495
 FE2495  STATE/COUNTY-  TN/FAYETTE
 FE2495  USGS QUAD   -  SOMERVILLE (1981)
 FE2495
 FE2495                         *CURRENT SURVEY CONTROL
 FE2495  ___________________________________________________________________
 FE2495* NAD 83(1995)-  35 14 39.04614(N)    089 16 27.29568(W)     ADJUSTED  
 FE2495* NAVD 88     -       147.     (meters)     482.     (feet)  VERTCON   
 FE2495  ___________________________________________________________________
 FE2495  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2495  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2495
 FE2495  HORZ ORDER  -  SECOND
 FE2495
 FE2495.The horizontal coordinates were established by classical geodetic methods
 FE2495.and adjusted by the National Geodetic Survey in April 1999..
 FE2495
 FE2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2495
 FE2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2495
 FE2495.The geoid height was determined by GEOID03.
 FE2495
 FE2495;                    North         East     Units Scale Factor Converg.
 FE2495;SPC TN       -   106,043.398   302,045.752   MT  1.00000103   -1 55 00.8
 FE2495;SPC TN       -   347,910.71    990,961.77   sFT  1.00000103   -1 55 00.8
 FE2495;UTM  16      - 3,902,492.815   293,071.118   MT  1.00012773   -1 18 46.3
 FE2495
 FE2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2495!SPC TN       -   0.99998127  x   1.00000103  =   0.99998230
 FE2495!UTM  16      -   0.99998127  x   1.00012773  =   1.00010900
 FE2495
 FE2495                          SUPERSEDED SURVEY CONTROL
 FE2495
 FE2495  NAD 83(1995)-  35 14 39.05019(N)    089 16 27.29688(W) AD(       ) 2
 FE2495  NAD 83(1995)-  35 14 39.05139(N)    089 16 27.29650(W) AD(       ) 2
 FE2495  NAD 83(1986)-  35 14 39.05819(N)    089 16 27.29605(W) AD(       ) 2
 FE2495  NAD 27      -  35 14 38.75100(N)    089 16 27.04710(W) AD(       ) 2
 FE2495  NGVD 29 (07/19/86)  147.     (m)          482.     (f) VERT ANG       
 FE2495
 FE2495.Superseded values are not recommended for survey control.
 FE2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2495.See file dsdata.txt to determine how the superseded data were derived.
 FE2495
 FE2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9307102493(NAD 83)
 FE2495_MARKER: DD = SURVEY DISK
 FE2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2495+STABILITY: SURFACE MOTION
 FE2495
 FE2495  HISTORY     - Date     Condition        Report By
 FE2495  HISTORY     - 1958     MONUMENTED       USGS
 FE2495
 FE2495                          STATION DESCRIPTION
 FE2495
 FE2495'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FE2495'THE STATION IS ABOUT 4 MILES EAST OF SOMERVILLE, 9 MILES SOUTHWEST OF
 FE2495'WHITEVILLE, IN THE SOUTHEAST ANGLE OF A GRAVELED CROSSROAD
 FE2495'INTERSECTION, AND IS ON THE PROPERTY OF JACK OSBURN.
 FE2495'
 FE2495'TT 6 (USGS) WAS USED AS REFERENCE MARK NO 2, IT IS 28 FEET EAST OF
 FE2495'THE CENTERLINE OF A GRAVELED ROAD, 39 FEET SOUTH OF A WHITE WITNESS
 FE2495'POST, 56 FEET SOUTH OF A POWER LINE POLE NO 10198, AND 79 FEET SOUTH
 FE2495'OF THE CENTERLINE OF A GRAVELED ROAD. THE DISK IS A STANDARD U.S.
 FE2495'GEOLOGICAL SURVEY DISK STAMPED TT 6 GDF 1947, THE DISK IS SET IN THE
 FE2495'TOP OF A 8X8 INCH CONCRETE MONUMENT PROJECTION 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0102 ***********************************************************************
 FE0102  DESIGNATION -  TT 60 DY
 FE0102  PID         -  FE0102
 FE0102  STATE/COUNTY-  TN/DECATUR
 FE0102  USGS QUAD   -  JEANNETTE (1986)
 FE0102
 FE0102                         *CURRENT SURVEY CONTROL
 FE0102  ___________________________________________________________________
 FE0102* NAD 83(1986)-  35 44 27.     (N)    088 05 57.     (W)     SCALED    
 FE0102* NAVD 88     -       170.584  (meters)     559.66   (feet)  ADJUSTED  
 FE0102  ___________________________________________________________________
 FE0102  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0102  DYNAMIC HT  -         170.436 (meters)     559.17  (feet)  COMP
 FE0102  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE0102
 FE0102  VERT ORDER  -  FIRST     CLASS II
 FE0102
 FE0102.The horizontal coordinates were scaled from a topographic map and have
 FE0102.an estimated accuracy of +/- 6 seconds.
 FE0102
 FE0102.The orthometric height was determined by differential leveling
 FE0102.and adjusted by the National Geodetic Survey in June 1991..
 FE0102
 FE0102.The geoid height was determined by GEOID03.
 FE0102
 FE0102.The dynamic height is computed by dividing the NAVD 88
 FE0102.geopotential number by the normal gravity value computed on the
 FE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0102.degrees latitude (g = 980.6199 gals.).
 FE0102
 FE0102.The modeled gravity was interpolated from observed gravity values.
 FE0102
 FE0102;                    North         East    Units  Estimated Accuracy
 FE0102;SPC TN       -   158,200.      410,140.      MT  (+/- 180 meters Scaled)
 FE0102
 FE0102                          SUPERSEDED SURVEY CONTROL
 FE0102
 FE0102  NGVD 29 (??/??/??)  170.602  (m)          559.72   (f) ADJUSTED    1 2
 FE0102
 FE0102.Superseded values are not recommended for survey control.
 FE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0102.See file dsdata.txt to determine how the superseded data were derived.
 FE0102
 FE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE006557(NAD 83)
 FE0102_MARKER: DD = SURVEY DISK
 FE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0102_STAMPING: TT 60 DY 1935
 FE0102_MARK LOGO: USGS  
 FE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0102+STABILITY: SURFACE MOTION
 FE0102
 FE0102  HISTORY     - Date     Condition        Report By
 FE0102  HISTORY     - 1935     MONUMENTED       USGS
 FE0102  HISTORY     - 1947     GOOD             CGS
 FE0102
 FE0102                          STATION DESCRIPTION
 FE0102
 FE0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0102'7.2 MI N FROM PARSONS.
 FE0102'ABOUT 7.15 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0102'WITH STATE HIGHWAY 20 AND 100 AT PARSONS, AT JEANNETTE, AT THE
 FE0102'JUNCTION OF HOLLADAY ROAD LEADING NORTH, 186 FEET SOUTHWEST
 FE0102'OF THE SOUTHEAST CORNER OF THE STONE GENERAL STORE, 64 FEET
 FE0102'NORTHWEST ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A
 FE0102'WHITE HOUSE, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FE0102'21 FEET EAST OF THE CENTER LINE OF HOLLADAY ROAD, 2 FEET
 FE0102'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT HIGHER
 FE0102'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0102'ABOUT 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0642 ***********************************************************************
 FC0642  DESIGNATION -  TT 61 R
 FC0642  PID         -  FC0642
 FC0642  STATE/COUNTY-  TN/ROANE
 FC0642  USGS QUAD   -  HARRIMAN (1980)
 FC0642
 FC0642                         *CURRENT SURVEY CONTROL
 FC0642  ___________________________________________________________________
 FC0642* NAD 83(1986)-  35 53 46.     (N)    084 36 51.     (W)     SCALED    
 FC0642* NAVD 88     -       240.791  (meters)     790.00   (feet)  ADJUSTED  
 FC0642  ___________________________________________________________________
 FC0642  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0642  DYNAMIC HT  -         240.570 (meters)     789.27  (feet)  COMP
 FC0642  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 FC0642
 FC0642  VERT ORDER  -  FIRST     CLASS II
 FC0642
 FC0642.The horizontal coordinates were scaled from a topographic map and have
 FC0642.an estimated accuracy of +/- 6 seconds.
 FC0642
 FC0642.The orthometric height was determined by differential leveling
 FC0642.and adjusted by the National Geodetic Survey in June 1991..
 FC0642
 FC0642.The geoid height was determined by GEOID03.
 FC0642
 FC0642.The dynamic height is computed by dividing the NAVD 88
 FC0642.geopotential number by the normal gravity value computed on the
 FC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0642.degrees latitude (g = 980.6199 gals.).
 FC0642
 FC0642.The modeled gravity was interpolated from observed gravity values.
 FC0642
 FC0642;                    North         East    Units  Estimated Accuracy
 FC0642;SPC TN       -   174,270.      725,110.      MT  (+/- 180 meters Scaled)
 FC0642
 FC0642                          SUPERSEDED SURVEY CONTROL
 FC0642
 FC0642  NGVD 29 (??/??/92)  240.905  (m)          790.37   (f) ADJ UNCH    1 2
 FC0642
 FC0642.Superseded values are not recommended for survey control.
 FC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0642.See file dsdata.txt to determine how the superseded data were derived.
 FC0642
 FC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE153750(NAD 83)
 FC0642_MARKER: DD = SURVEY DISK
 FC0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0642_STAMPING: TT 61 R 1934
 FC0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0642+STABILITY: SURFACE MOTION
 FC0642
 FC0642  HISTORY     - Date     Condition        Report By
 FC0642  HISTORY     - 1934     MONUMENTED       USGS
 FC0642  HISTORY     - 1950     GOOD             NGS
 FC0642  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0642
 FC0642                          STATION DESCRIPTION
 FC0642
 FC0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0642'2.4 MI SW FROM EMORY GAP.
 FC0642'2.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0642'AT EMORY GAP, AT A ROAD CROSSING, 6 FEET NORTH-NORTHWEST OF
 FC0642'MILE POST 263, 26.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FC0642'SOUTHERN RAILWAY, 17 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0642'ROAD, 66 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TENNESSEE
 FC0642'CENTRAL RAILROAD, 36 FEET NORTH OF THE CENTER OF THE CROSSING
 FC0642'OF SOU. RY., 14.5 FEET NORTH OF THE NORTHEAST END OF AN 18-INCH
 FC0642'PIPE CULVERT UNDER ROAD, ABOUT LEVEL WITH THE TRACK AND SET
 FC0642'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC0642
 FC0642                          STATION RECOVERY (1972)
 FC0642
 FC0642'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1482 ***********************************************************************
 FD1482  DESIGNATION -  TT 63 D=PBM 7690
 FD1482  PID         -  FD1482
 FD1482  STATE/COUNTY-  TN/RUTHERFORD
 FD1482  USGS QUAD   -  CHAPEL HILL (1980)
 FD1482
 FD1482                         *CURRENT SURVEY CONTROL
 FD1482  ___________________________________________________________________
 FD1482* NAD 83(1995)-  35 44 23.28736(N)    086 38 34.22959(W)     ADJUSTED  
 FD1482* NAVD 88     -       234.45   (+/-2cm)     769.2    (feet)  VERTCON   
 FD1482  ___________________________________________________________________
 FD1482  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FD1482  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD1482
 FD1482  HORZ ORDER  -  SECOND
 FD1482  VERT ORDER  -  THIRD ? (See Below)
 FD1482
 FD1482.The horizontal coordinates were established by classical geodetic methods
 FD1482.and adjusted by the National Geodetic Survey in April 1999..
 FD1482
 FD1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1482.The vertical order pertains to the NGVD 29 superseded value.
 FD1482
 FD1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1482
 FD1482.The geoid height was determined by GEOID03.
 FD1482
 FD1482;                    North         East     Units Scale Factor Converg.
 FD1482;SPC TN       -   156,237.195   541,852.575   MT  0.99994975   -0 22 34.8
 FD1482;SPC TN       -   512,588.20  1,777,727.99   sFT  0.99994975   -0 22 34.8
 FD1482;UTM  16      - 3,955,148.119   532,295.318   MT  0.99961285   +0 12 31.0
 FD1482
 FD1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1482!SPC TN       -   0.99996764  x   0.99994975  =   0.99991739
 FD1482!UTM  16      -   0.99996764  x   0.99961285  =   0.99958050
 FD1482
 FD1482                          SUPERSEDED SURVEY CONTROL
 FD1482
 FD1482  NAD 83(1995)-  35 44 23.29231(N)    086 38 34.23245(W) AD(       ) 2
 FD1482  NAD 83(1986)-  35 44 23.29749(N)    086 38 34.23051(W) AD(       ) 2
 FD1482  NAD 27      -  35 44 23.06000(N)    086 38 34.24000(W) AD(       ) 2
 FD1482  NGVD 29 (07/19/86)  234.44   (m)          769.2    (f) LEVELING    3  
 FD1482
 FD1482.Superseded values are not recommended for survey control.
 FD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1482.See file dsdata.txt to determine how the superseded data were derived.
 FD1482
 FD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3229555148(NAD 83)
 FD1482_MARKER: DD = SURVEY DISK
 FD1482_SETTING: 0 = UNSPECIFIED SETTING
 FD1482_STAMPING: T T STA NO 63-D 1930 US PBM 7690 1934
 FD1482_MARK LOGO: USGS  
 FD1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1482
 FD1482  HISTORY     - Date     Condition        Report By
 FD1482  HISTORY     - 1930     MONUMENTED       USGS
 FD1482
 FD1482                          STATION DESCRIPTION
 FD1482
 FD1482'DESCRIBED BY US GEOLOGICAL SURVEY 1930 (MAH)
 FD1482'IN CORNERSTONE AT NORTHEAST CORNER OF EAGLEVILLE HIGH SCHOOL, 75.26
 FD1482'FEET FROM
 FD1482'REFERENCE MARK NO 2 OF STATION KAISER, AND 83.09 FEET
 FD1482'S 17 DEG 55 MIN E FROM
 FD1482'STATION KAISER (SEE DESCRIPTION THEREOF).
 FD1482'MARK IS STANDARD DISK OF U S GEOLOGICAL
 FD1482'SURVEY, STAMPED T T STA NO
 FD1482'63-D-1930, AND IS CLOSE TO OR IDENTICAL WITH U S P B M
 FD1482'7690.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0839 ***********************************************************************
 FC0839  DESIGNATION -  TT 63 R
 FC0839  PID         -  FC0839
 FC0839  STATE/COUNTY-  TN/ROANE
 FC0839  USGS QUAD   -  HARRIMAN (1980)
 FC0839
 FC0839                         *CURRENT SURVEY CONTROL
 FC0839  ___________________________________________________________________
 FC0839* NAD 83(1986)-  35 56 28.     (N)    084 34 00.     (W)     SCALED    
 FC0839* NAVD 88     -       240.307  (meters)     788.41   (feet)  ADJUSTED  
 FC0839  ___________________________________________________________________
 FC0839  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0839  DYNAMIC HT  -         240.087 (meters)     787.69  (feet)  COMP
 FC0839  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FC0839
 FC0839  VERT ORDER  -  FIRST     CLASS I
 FC0839
 FC0839.The horizontal coordinates were scaled from a topographic map and have
 FC0839.an estimated accuracy of +/- 6 seconds.
 FC0839
 FC0839.The orthometric height was determined by differential leveling
 FC0839.and adjusted by the National Geodetic Survey in June 1991..
 FC0839.WARNING-Repeat measurements at this control monument indicate possible
 FC0839.vertical movement.
 FC0839
 FC0839.The geoid height was determined by GEOID03.
 FC0839
 FC0839.The dynamic height is computed by dividing the NAVD 88
 FC0839.geopotential number by the normal gravity value computed on the
 FC0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0839.degrees latitude (g = 980.6199 gals.).
 FC0839
 FC0839.The modeled gravity was interpolated from observed gravity values.
 FC0839
 FC0839;                    North         East    Units  Estimated Accuracy
 FC0839;SPC TN       -   179,330.      729,320.      MT  (+/- 180 meters Scaled)
 FC0839
 FC0839                          SUPERSEDED SURVEY CONTROL
 FC0839
 FC0839  NGVD 29 (??/??/92)  240.423  (m)          788.79   (f) ADJ UNCH    1 1
 FC0839
 FC0839.Superseded values are not recommended for survey control.
 FC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0839.See file dsdata.txt to determine how the superseded data were derived.
 FC0839
 FC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE194801(NAD 83)
 FC0839_MARKER: DD = SURVEY DISK
 FC0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0839_STAMPING: TT 63 R 1934 788.857
 FC0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0839+STABILITY: SURFACE MOTION
 FC0839
 FC0839  HISTORY     - Date     Condition        Report By
 FC0839  HISTORY     - 1934     MONUMENTED       USGS
 FC0839  HISTORY     - 1968     GOOD             NGS
 FC0839  HISTORY     - 1972     GOOD             TVA
 FC0839
 FC0839                          STATION DESCRIPTION
 FC0839
 FC0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0839'1.4 MI NW FROM HARRIMAN.
 FC0839'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0839'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET, AT
 FC0839'HARRIMAN JUNCTION, 0.1 MILE NORTHWEST OF THE NORTHWEST END OF
 FC0839'A RAILROAD BRIDGE OVER EMORY RIVER, 95 FEET EAST OF A SIGNAL
 FC0839'GANTRY, 17 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 FC0839'21 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK WHICH LEADS
 FC0839'TO HARRIMAN, 19 FEET WEST OF A 14-INCH PINE TREE, ABOUT 1 1/2 FEET
 FC0839'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 FC0839'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 FC0839
 FC0839                          STATION RECOVERY (1972)
 FC0839
 FC0839'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0024 ***********************************************************************
 FE0024  DESIGNATION -  TT 66 SS
 FE0024  PID         -  FE0024
 FE0024  STATE/COUNTY-  TN/DECATUR
 FE0024  USGS QUAD   -  HOLLADAY (1987)
 FE0024
 FE0024                         *CURRENT SURVEY CONTROL
 FE0024  ___________________________________________________________________
 FE0024* NAD 83(1986)-  35 49 12.     (N)    088 09 33.     (W)     SCALED    
 FE0024* NAVD 88     -       194.113  (meters)     636.85   (feet)  ADJUSTED  
 FE0024  ___________________________________________________________________
 FE0024  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0024  DYNAMIC HT  -         193.944 (meters)     636.30  (feet)  COMP
 FE0024  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 FE0024
 FE0024  VERT ORDER  -  SECOND    CLASS 0
 FE0024
 FE0024.The horizontal coordinates were scaled from a topographic map and have
 FE0024.an estimated accuracy of +/- 6 seconds.
 FE0024
 FE0024.The orthometric height was determined by differential leveling
 FE0024.and adjusted by the National Geodetic Survey in June 1991..
 FE0024
 FE0024.The geoid height was determined by GEOID03.
 FE0024
 FE0024.The dynamic height is computed by dividing the NAVD 88
 FE0024.geopotential number by the normal gravity value computed on the
 FE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0024.degrees latitude (g = 980.6199 gals.).
 FE0024
 FE0024.The modeled gravity was interpolated from observed gravity values.
 FE0024
 FE0024;                    North         East    Units  Estimated Accuracy
 FE0024;SPC TN       -   167,100.      404,910.      MT  (+/- 180 meters Scaled)
 FE0024
 FE0024                          SUPERSEDED SURVEY CONTROL
 FE0024
 FE0024  NGVD 29 (??/??/??)  194.134  (m)          636.92   (f) ADJUSTED    2 0
 FE0024
 FE0024.Superseded values are not recommended for survey control.
 FE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0024.See file dsdata.txt to determine how the superseded data were derived.
 FE0024
 FE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE952646(NAD 83)
 FE0024_MARKER: DD = SURVEY DISK
 FE0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0024_STAMPING: TT 66 SS 1935
 FE0024_MARK LOGO: USGS  
 FE0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0024+STABILITY: SURFACE MOTION
 FE0024
 FE0024  HISTORY     - Date     Condition        Report By
 FE0024  HISTORY     - 1935     MONUMENTED       USGS
 FE0024  HISTORY     - 1959     GOOD             CGS
 FE0024
 FE0024                          STATION DESCRIPTION
 FE0024
 FE0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0024'22.2 MI SE FROM YUMA.
 FE0024'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0024'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0024'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A
 FE0024'T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0024'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD, THENCE
 FE0024'2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILE
 FE0024'NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.75 MILE NORTHEAST
 FE0024'ON SHILOH TRAIL, THENCE 2.4 MILE EAST AND SOUTH ON A GRAVELED
 FE0024'ROAD, THENCE 1.1 MILE EAST ON A GRAVELED ROAD TO THE TOP OF A
 FE0024'HILL, 41 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 21.7
 FE0024'FT. WEST OF B.M. Z 216, 21 FT. NORTHEAST OF THE CENTER OF A
 FE0024'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST THAT PROJECTS
 FE0024'ABOUT 8 INCHES.  THE MARK IS ABOUT 2 FEET ABOVE THE LEVEL OF
 FE0024'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2553 ***********************************************************************
 GC2553  DESIGNATION -  TT 7 D
 GC2553  PID         -  GC2553
 GC2553  STATE/COUNTY-  TN/DICKSON
 GC2553  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2553
 GC2553                         *CURRENT SURVEY CONTROL
 GC2553  ___________________________________________________________________
 GC2553* NAD 83(1995)-  36 08 47.95353(N)    087 13 57.83022(W)     ADJUSTED  
 GC2553* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 GC2553  ___________________________________________________________________
 GC2553  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GC2553  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC2553
 GC2553  HORZ ORDER  -  SECOND
 GC2553
 GC2553.The horizontal coordinates were established by classical geodetic methods
 GC2553.and adjusted by the National Geodetic Survey in April 1999..
 GC2553
 GC2553.The orthometric height was scaled from a topographic map.
 GC2553
 GC2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2553
 GC2553.The geoid height was determined by GEOID03.
 GC2553
 GC2553;                    North         East     Units Scale Factor Converg.
 GC2553;SPC TN       -   201,886.170   489,065.626   MT  0.99996324   -0 43 18.1
 GC2553;SPC TN       -   662,354.88  1,604,542.81   sFT  0.99996324   -0 43 18.1
 GC2553;UTM  16      - 4,000,239.780   479,063.430   MT  0.99960540   -0 08 14.2
 GC2553
 GC2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2553!SPC TN       -   0.99996672  x   0.99996324  =   0.99992996
 GC2553!UTM  16      -   0.99996672  x   0.99960540  =   0.99957213
 GC2553
 GC2553                          SUPERSEDED SURVEY CONTROL
 GC2553
 GC2553  NAD 83(1995)-  36 08 47.95519(N)    087 13 57.83310(W) AD(       ) 2
 GC2553  NAD 83(1995)-  36 08 47.95643(N)    087 13 57.83356(W) AD(       ) 2
 GC2553  NAD 83(1986)-  36 08 47.96363(N)    087 13 57.83322(W) AD(       ) 2
 GC2553  NAD 27      -  36 08 47.75500(N)    087 13 57.80500(W) AD(       ) 2
 GC2553
 GC2553.Superseded values are not recommended for survey control.
 GC2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2553.See file dsdata.txt to determine how the superseded data were derived.
 GC2553
 GC2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7906300240(NAD 83)
 GC2553_MARKER: DD = SURVEY DISK
 GC2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2553_MARK LOGO: USGS  
 GC2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2553+STABILITY: SURFACE MOTION
 GC2553
 GC2553  HISTORY     - Date     Condition        Report By
 GC2553  HISTORY     - 1929     MONUMENTED       USGS
 GC2553
 GC2553                          STATION DESCRIPTION
 GC2553
 GC2553'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 GC2553'SEE STATION CLAYLICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0772 ***********************************************************************
 FC0772  DESIGNATION -  TT 7 DA
 FC0772  PID         -  FC0772
 FC0772  STATE/COUNTY-  TN/MEIGS
 FC0772  USGS QUAD   -  TRANQUILLITY (1990)
 FC0772
 FC0772                         *CURRENT SURVEY CONTROL
 FC0772  ___________________________________________________________________
 FC0772* NAD 83(1986)-  35 36 58.     (N)    084 41 10.     (W)     SCALED    
 FC0772* NAVD 88     -       233.107  (meters)     764.79   (feet)  ADJUSTED  
 FC0772  ___________________________________________________________________
 FC0772  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0772  DYNAMIC HT  -         232.884 (meters)     764.05  (feet)  COMP
 FC0772  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FC0772
 FC0772  VERT ORDER  -  FIRST     CLASS II
 FC0772
 FC0772.The horizontal coordinates were scaled from a topographic map and have
 FC0772.an estimated accuracy of +/- 6 seconds.
 FC0772
 FC0772.The orthometric height was determined by differential leveling
 FC0772.and adjusted by the National Geodetic Survey in June 1991..
 FC0772
 FC0772.The geoid height was determined by GEOID03.
 FC0772
 FC0772.The dynamic height is computed by dividing the NAVD 88
 FC0772.geopotential number by the normal gravity value computed on the
 FC0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0772.degrees latitude (g = 980.6199 gals.).
 FC0772
 FC0772.The modeled gravity was interpolated from observed gravity values.
 FC0772
 FC0772;                    North         East    Units  Estimated Accuracy
 FC0772;SPC TN       -   143,120.      719,030.      MT  (+/- 180 meters Scaled)
 FC0772
 FC0772                          SUPERSEDED SURVEY CONTROL
 FC0772
 FC0772  NGVD 29 (??/??/92)  233.189  (m)          765.05   (f) ADJ UNCH    1 2
 FC0772
 FC0772.Superseded values are not recommended for survey control.
 FC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0772.See file dsdata.txt to determine how the superseded data were derived.
 FC0772
 FC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE095438(NAD 83)
 FC0772_MARKER: DD = SURVEY DISK
 FC0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0772_STAMPING: TT 7 DA 1934
 FC0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0772+STABILITY: SURFACE MOTION
 FC0772
 FC0772  HISTORY     - Date     Condition        Report By
 FC0772  HISTORY     - 1934     MONUMENTED       CGS
 FC0772  HISTORY     - 1950     GOOD             NGS
 FC0772
 FC0772                          STATION DESCRIPTION
 FC0772
 FC0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0772'4.4 MI E FROM PEAKLAND.
 FC0772'4.35 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0772'PEAKLAND, ABOUT 1.0 MILE SOUTHEAST OF THE JUNCTION OF STATE
 FC0772'HIGHWAY 58, AT CENTER POINT CROSSROADS, 20 FEET NORTH OF THE CENTER
 FC0772'LINE OF THE HIGHWAY, 2 FEET NORTH OF A BARN YARD FENCE, 61 FEET
 FC0772'WEST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTH, 37
 FC0772'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN, ABOUT 1 1/2 FEET
 FC0772'EAST OF BEING IN LINE WITH THE EAST WALL OF THE BARN, 1/2 FOOT
 FC0772'SOUTH OF A T.V.A. STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE
 FC0772'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1367 ***********************************************************************
 FB1367  DESIGNATION -  TT 7 H
 FB1367  PID         -  FB1367
 FB1367  STATE/COUNTY-  TN/COCKE
 FB1367  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1367
 FB1367                         *CURRENT SURVEY CONTROL
 FB1367  ___________________________________________________________________
 FB1367* NAD 83(1986)-  35 58 48.     (N)    083 16 44.     (W)     SCALED    
 FB1367* NAVD 88     -       356.80   (+/-2cm)    1170.6    (feet)  VERTCON   
 FB1367  ___________________________________________________________________
 FB1367  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 FB1367
 FB1367  VERT ORDER  -  ? (See Below)
 FB1367
 FB1367.The horizontal coordinates were scaled from a topographic map and have
 FB1367.an estimated accuracy of +/- 6 seconds.
 FB1367
 FB1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1367.The vertical order pertains to the NGVD 29 superseded value.
 FB1367
 FB1367.The geoid height was determined by GEOID03.
 FB1367
 FB1367;                    North         East    Units  Estimated Accuracy
 FB1367;SPC TN       -   186,110.      845,360.      MT  (+/- 180 meters Scaled)
 FB1367
 FB1367                          SUPERSEDED SURVEY CONTROL
 FB1367
 FB1367  NGVD 29 (??/??/92)  356.959  (m)         1171.12   (f) ADJ UNCH    ?  
 FB1367
 FB1367.Superseded values are not recommended for survey control.
 FB1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1367.See file dsdata.txt to determine how the superseded data were derived.
 FB1367
 FB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV945841(NAD 83)
 FB1367_MARKER: DD = SURVEY DISK
 FB1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1367_STAMPING: TT 7 H 1934
 FB1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1367+STABILITY: SURFACE MOTION
 FB1367
 FB1367  HISTORY     - Date     Condition        Report By
 FB1367  HISTORY     - 1934     MONUMENTED       USGS
 FB1367  HISTORY     - 1961     MARK NOT FOUND   NGS
 FB1367
 FB1367                          STATION DESCRIPTION
 FB1367
 FB1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1367'AT REEDTOWN.
 FB1367'AT REEDTOWN, COCKE COUNTY, ON U.S. HIGHWAY 25 W, AT THE JUNCTION
 FB1367'OF THE ROAD CONNECTING THE HIGHWAY AND THE OLD REEDTOWN ROAD,
 FB1367'IN THE SOUTHEAST CORNER OF THE CROSSROADS, ACROSS THE HIGHWAY FROM
 FB1367'A GULF SERVICE STATION, 40 FEET EAST AND 5 FEET SOUTH OF THE
 FB1367'CROSSROADS, AND 30 FEET SOUTH OF A POLE PAINTED USBM.  A UNITED
 FB1367'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 7 H 1934 AND
 FB1367'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0535 ***********************************************************************
 GB0535  DESIGNATION -  TT 70 E
 GB0535  PID         -  GB0535
 GB0535  STATE/COUNTY-  TN/SCOTT
 GB0535  USGS QUAD   -  HUNTSVILLE (1987)
 GB0535
 GB0535                         *CURRENT SURVEY CONTROL
 GB0535  ___________________________________________________________________
 GB0535* NAD 83(1986)-  36 24 16.     (N)    084 27 02.     (W)     SCALED    
 GB0535* NAVD 88     -       363.833  (meters)    1193.68   (feet)  ADJUSTED  
 GB0535  ___________________________________________________________________
 GB0535  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0535  DYNAMIC HT  -         363.525 (meters)    1192.66  (feet)  COMP
 GB0535  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GB0535
 GB0535  VERT ORDER  -  SECOND    CLASS 0
 GB0535
 GB0535.The horizontal coordinates were scaled from a topographic map and have
 GB0535.an estimated accuracy of +/- 6 seconds.
 GB0535
 GB0535.The orthometric height was determined by differential leveling
 GB0535.and adjusted by the National Geodetic Survey in June 1991..
 GB0535
 GB0535.The geoid height was determined by GEOID03.
 GB0535
 GB0535.The dynamic height is computed by dividing the NAVD 88
 GB0535.geopotential number by the normal gravity value computed on the
 GB0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0535.degrees latitude (g = 980.6199 gals.).
 GB0535
 GB0535.The modeled gravity was interpolated from observed gravity values.
 GB0535
 GB0535;                    North         East    Units  Estimated Accuracy
 GB0535;SPC TN       -   230,890.      738,980.      MT  (+/- 180 meters Scaled)
 GB0535
 GB0535                          SUPERSEDED SURVEY CONTROL
 GB0535
 GB0535  NGVD 29 (??/??/92)  363.962  (m)         1194.10   (f) ADJ UNCH    2 0
 GB0535
 GB0535.Superseded values are not recommended for survey control.
 GB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0535.See file dsdata.txt to determine how the superseded data were derived.
 GB0535
 GB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF286318(NAD 83)
 GB0535_MARKER: DD = SURVEY DISK
 GB0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0535_STAMPING: TT 70 E 1930
 GB0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0535+STABILITY: SURFACE MOTION
 GB0535
 GB0535  HISTORY     - Date     Condition        Report By
 GB0535  HISTORY     - 1930     MONUMENTED       USGS
 GB0535  HISTORY     - 1935     GOOD             NGS
 GB0535
 GB0535                          STATION DESCRIPTION
 GB0535
 GB0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0535'2.3 MI E FROM HUNTSVILLE.
 GB0535'2.3 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT COUNTY,
 GB0535'AT THE CROSSING OF THE TENNESSEE RAILROAD, 70 FEET SOUTH OF THE
 GB0535'CENTERLINE OF THE HIGHWAY, 13 FEET WEST OF THE CENTERLINE OF THE
 GB0535'TRACK, 5 FEET NORTH OF THE SOUTH EDGE OF A ROCK LEDGE, AND ABOUT 4
 GB0535'FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 GB0535'STANDARD DISK, STAMPED TT 70 E 1930 AND SET IN THE TOP OF A CONCRETE
 GB0535'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2591 ***********************************************************************
 GB2591  DESIGNATION -  TT 73 E
 GB2591  PID         -  GB2591
 GB2591  STATE/COUNTY-  TN/SCOTT
 GB2591  USGS QUAD   -  ROBBINS (1980)
 GB2591
 GB2591                         *CURRENT SURVEY CONTROL
 GB2591  ___________________________________________________________________
 GB2591* NAD 83(1995)-  36 20 41.24370(N)    084 30 21.45039(W)     ADJUSTED  
 GB2591* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 GB2591  ___________________________________________________________________
 GB2591  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GB2591  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB2591
 GB2591  HORZ ORDER  -  SECOND
 GB2591
 GB2591.The horizontal coordinates were established by classical geodetic methods
 GB2591.and adjusted by the National Geodetic Survey in April 1999..
 GB2591
 GB2591.The orthometric height was scaled from a topographic map.
 GB2591
 GB2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2591
 GB2591.The geoid height was determined by GEOID03.
 GB2591
 GB2591;                    North         East     Units Scale Factor Converg.
 GB2591;SPC TN       -   224,196.535   734,112.666   MT  0.99998804   +0 52 28.8
 GB2591;SPC TN       -   735,551.47  2,408,501.31   sFT  0.99998804   +0 52 28.8
 GB2591;UTM  16      - 4,025,079.839   723,820.718   MT  1.00021727   +1 28 43.3
 GB2591
 GB2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2591!SPC TN       -   0.99991747  x   0.99998804  =   0.99990551
 GB2591!UTM  16      -   0.99991747  x   1.00021727  =   1.00013472
 GB2591
 GB2591                          SUPERSEDED SURVEY CONTROL
 GB2591
 GB2591  NAD 83(1995)-  36 20 41.24557(N)    084 30 21.45091(W) AD(       ) 2
 GB2591  NAD 83(1995)-  36 20 41.25131(N)    084 30 21.45550(W) AD(       ) 2
 GB2591  NAD 83(1986)-  36 20 41.25327(N)    084 30 21.45171(W) AD(       ) 2
 GB2591  NAD 27      -  36 20 40.96200(N)    084 30 21.66300(W) AD(       ) 2
 GB2591
 GB2591.Superseded values are not recommended for survey control.
 GB2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2591.See file dsdata.txt to determine how the superseded data were derived.
 GB2591
 GB2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2382125080(NAD 83)
 GB2591_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2591_SETTING: 80 = SET IN A BOULDER
 GB2591_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GB2591_STAMPING: TT 73 E 1935
 GB2591_MARK LOGO: USGS  
 GB2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2591+STABILITY: SURFACE MOTION
 GB2591
 GB2591  HISTORY     - Date     Condition        Report By
 GB2591  HISTORY     - 1935     MONUMENTED       USGS
 GB2591
 GB2591                          STATION DESCRIPTION
 GB2591
 GB2591'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 GB2591'SEE STATION ROBBINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0072 ***********************************************************************
 FE0072  DESIGNATION -  TT 73 SS
 FE0072  PID         -  FE0072
 FE0072  STATE/COUNTY-  TN/BENTON
 FE0072  USGS QUAD   -  ROCKPORT (1987)
 FE0072
 FE0072                         *CURRENT SURVEY CONTROL
 FE0072  ___________________________________________________________________
 FE0072* NAD 83(1986)-  35 57 32.     (N)    088 07 05.     (W)     SCALED    
 FE0072* NAVD 88     -       161.542  (meters)     529.99   (feet)  ADJUSTED  
 FE0072  ___________________________________________________________________
 FE0072  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FE0072  DYNAMIC HT  -         161.405 (meters)     529.54  (feet)  COMP
 FE0072  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 FE0072
 FE0072  VERT ORDER  -  FIRST     CLASS II
 FE0072
 FE0072.The horizontal coordinates were scaled from a topographic map and have
 FE0072.an estimated accuracy of +/- 6 seconds.
 FE0072
 FE0072.The orthometric height was determined by differential leveling
 FE0072.and adjusted by the National Geodetic Survey in June 1991..
 FE0072
 FE0072.The geoid height was determined by GEOID03.
 FE0072
 FE0072.The dynamic height is computed by dividing the NAVD 88
 FE0072.geopotential number by the normal gravity value computed on the
 FE0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0072.degrees latitude (g = 980.6199 gals.).
 FE0072
 FE0072.The modeled gravity was interpolated from observed gravity values.
 FE0072
 FE0072;                    North         East    Units  Estimated Accuracy
 FE0072;SPC TN       -   182,420.      408,950.      MT  (+/- 180 meters Scaled)
 FE0072
 FE0072                          SUPERSEDED SURVEY CONTROL
 FE0072
 FE0072  NGVD 29 (??/??/??)  161.567  (m)          530.07   (f) ADJUSTED    1 2
 FE0072
 FE0072.Superseded values are not recommended for survey control.
 FE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0072.See file dsdata.txt to determine how the superseded data were derived.
 FE0072
 FE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE991799(NAD 83)
 FE0072_MARKER: DD = SURVEY DISK
 FE0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0072_STAMPING: TT 73 SS 1935
 FE0072_MARK LOGO: USGS  
 FE0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0072+STABILITY: SURFACE MOTION
 FE0072
 FE0072  HISTORY     - Date     Condition        Report By
 FE0072  HISTORY     - 1935     MONUMENTED       USGS
 FE0072  HISTORY     - 1947     GOOD             CGS
 FE0072
 FE0072                          STATION DESCRIPTION
 FE0072
 FE0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0072'8.1 MI S FROM CAMDEN.
 FE0072'ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0072'COURTHOUSE AT CAMDEN, AT THE JUNCTIONS OF GRAVEL ROADS LEADING
 FE0072'NORTHWEST AND NORTHEAST, 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FE0072'OF A BARN, 60 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 FE0072'NORTHEAST, 12 FEET NORTHEAST OF THE PROLONGATION OF THE CENTER
 FE0072'LINE OF THE ROAD LEADING NORTHWEST, 58 FEET EAST OF THE CENTER LINE
 FE0072'OF THE HIGHWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0072'ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A
 FE0072'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0900 ***********************************************************************
 FC0900  DESIGNATION -  TT 77 R
 FC0900  PID         -  FC0900
 FC0900  STATE/COUNTY-  TN/CUMBERLAND
 FC0900  USGS QUAD   -  CARDIFF (1990)
 FC0900
 FC0900                         *CURRENT SURVEY CONTROL
 FC0900  ___________________________________________________________________
 FC0900* NAD 83(1986)-  35 54 06.     (N)    084 42 03.     (W)     SCALED    
 FC0900* NAVD 88     -       488.894  (meters)    1603.98   (feet)  ADJUSTED  
 FC0900  ___________________________________________________________________
 FC0900  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC0900  DYNAMIC HT  -         488.437 (meters)    1602.48  (feet)  COMP
 FC0900  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0900
 FC0900  VERT ORDER  -  SECOND    CLASS 0
 FC0900
 FC0900.The horizontal coordinates were scaled from a topographic map and have
 FC0900.an estimated accuracy of +/- 6 seconds.
 FC0900
 FC0900.The orthometric height was determined by differential leveling
 FC0900.and adjusted by the National Geodetic Survey in June 1991..
 FC0900
 FC0900.The geoid height was determined by GEOID03.
 FC0900
 FC0900.The dynamic height is computed by dividing the NAVD 88
 FC0900.geopotential number by the normal gravity value computed on the
 FC0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0900.degrees latitude (g = 980.6199 gals.).
 FC0900
 FC0900.The modeled gravity was interpolated from observed gravity values.
 FC0900
 FC0900;                    North         East    Units  Estimated Accuracy
 FC0900;SPC TN       -   174,780.      717,270.      MT  (+/- 180 meters Scaled)
 FC0900
 FC0900                          SUPERSEDED SURVEY CONTROL
 FC0900
 FC0900  NGVD 29 (??/??/92)  488.993  (m)         1604.30   (f) ADJ UNCH    2 0
 FC0900
 FC0900.Superseded values are not recommended for survey control.
 FC0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0900.See file dsdata.txt to determine how the superseded data were derived.
 FC0900
 FC0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE074754(NAD 83)
 FC0900_MARKER: DD = SURVEY DISK
 FC0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0900_SP_SET: MONUMENT
 FC0900_STAMPING: TT 77 R 1934
 FC0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0900
 FC0900  HISTORY     - Date     Condition        Report By
 FC0900  HISTORY     - 1934     MONUMENTED       USGS
 FC0900  HISTORY     - 1967     GOOD             NGS
 FC0900
 FC0900                          STATION DESCRIPTION
 FC0900
 FC0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0900'2 MI N FROM ROCKWOOD.
 FC0900'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.,
 FC0900'FOR 0.6 MILE, THEN TURN RIGHT ON SPRING ST., AND GO .75 MILE TO
 FC0900'INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE LEFT
 FC0900'FORK (NORTHWEST) 1.25 MILES TO FORK, AND STATION SITE.  THE STATION
 FC0900'IS 27 FT. WEST AND 16 FT. NORTH OF INTERSECTION.  A STANDARD USGS
 FC0900'DISK STAMPED TT 77 R 1934 SET IN A CONCRETE MONUMENT PROJECTING 0.3
 FC0900'FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0539 ***********************************************************************
 GB0539  DESIGNATION -  TT 78 E
 GB0539  PID         -  GB0539
 GB0539  STATE/COUNTY-  TN/SCOTT
 GB0539  USGS QUAD   -  HUNTSVILLE (1987)
 GB0539
 GB0539                         *CURRENT SURVEY CONTROL
 GB0539  ___________________________________________________________________
 GB0539* NAD 83(1986)-  36 23 09.     (N)    084 25 01.     (W)     SCALED    
 GB0539* NAVD 88     -       389.403  (meters)    1277.57   (feet)  ADJUSTED  
 GB0539  ___________________________________________________________________
 GB0539  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB0539  DYNAMIC HT  -         389.069 (meters)    1276.47  (feet)  COMP
 GB0539  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GB0539
 GB0539  VERT ORDER  -  SECOND    CLASS 0
 GB0539
 GB0539.The horizontal coordinates were scaled from a topographic map and have
 GB0539.an estimated accuracy of +/- 6 seconds.
 GB0539
 GB0539.The orthometric height was determined by differential leveling
 GB0539.and adjusted by the National Geodetic Survey in June 1991..
 GB0539
 GB0539.The geoid height was determined by GEOID03.
 GB0539
 GB0539.The dynamic height is computed by dividing the NAVD 88
 GB0539.geopotential number by the normal gravity value computed on the
 GB0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0539.degrees latitude (g = 980.6199 gals.).
 GB0539
 GB0539.The modeled gravity was interpolated from observed gravity values.
 GB0539
 GB0539;                    North         East    Units  Estimated Accuracy
 GB0539;SPC TN       -   228,880.      742,030.      MT  (+/- 180 meters Scaled)
 GB0539
 GB0539                          SUPERSEDED SURVEY CONTROL
 GB0539
 GB0539  NGVD 29 (??/??/92)  389.528  (m)         1277.98   (f) ADJ UNCH    2 0
 GB0539
 GB0539.Superseded values are not recommended for survey control.
 GB0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0539.See file dsdata.txt to determine how the superseded data were derived.
 GB0539
 GB0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF316298(NAD 83)
 GB0539_MARKER: DD = SURVEY DISK
 GB0539_SETTING: 66 = SET IN ROCK OUTCROP
 GB0539_SP_SET: ROCK CUT
 GB0539_STAMPING: TT 78 E 1930
 GB0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0539+STABILITY: POSITION/ELEVATION WELL
 GB0539
 GB0539  HISTORY     - Date     Condition        Report By
 GB0539  HISTORY     - 1930     MONUMENTED       USGS
 GB0539  HISTORY     - 1934     GOOD             NGS
 GB0539
 GB0539                          STATION DESCRIPTION
 GB0539
 GB0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0539'4.9 MI E FROM HUNTSVILLE.
 GB0539'4.9 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT COUNTY,
 GB0539'0.2 MILE UP A MOUNTAIN FROM THE BRIDGE OVER BUFFALO CREEK, 18 FEET
 GB0539'NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE FACE OF A ROCK CUT,
 GB0539'AND 1.5 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GB0539'STANDARD DISK, STAMPED TT 78 E 1930 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0542 ***********************************************************************
 GB0542  DESIGNATION -  TT 79 E
 GB0542  PID         -  GB0542
 GB0542  STATE/COUNTY-  TN/SCOTT
 GB0542  USGS QUAD   -  PIONEER (1979)
 GB0542
 GB0542                         *CURRENT SURVEY CONTROL
 GB0542  ___________________________________________________________________
 GB0542* NAD 83(1986)-  36 22 41.     (N)    084 21 38.     (W)     SCALED    
 GB0542* NAVD 88     -       444.251  (meters)    1457.51   (feet)  ADJUSTED  
 GB0542  ___________________________________________________________________
 GB0542  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB0542  DYNAMIC HT  -         443.859 (meters)    1456.23  (feet)  COMP
 GB0542  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 GB0542
 GB0542  VERT ORDER  -  SECOND    CLASS 0
 GB0542
 GB0542.The horizontal coordinates were scaled from a topographic map and have
 GB0542.an estimated accuracy of +/- 6 seconds.
 GB0542
 GB0542.The orthometric height was determined by differential leveling
 GB0542.and adjusted by the National Geodetic Survey in June 1991..
 GB0542
 GB0542.The geoid height was determined by GEOID03.
 GB0542
 GB0542.The dynamic height is computed by dividing the NAVD 88
 GB0542.geopotential number by the normal gravity value computed on the
 GB0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0542.degrees latitude (g = 980.6199 gals.).
 GB0542
 GB0542.The modeled gravity was interpolated from observed gravity values.
 GB0542
 GB0542;                    North         East    Units  Estimated Accuracy
 GB0542;SPC TN       -   228,100.      747,100.      MT  (+/- 180 meters Scaled)
 GB0542
 GB0542                          SUPERSEDED SURVEY CONTROL
 GB0542
 GB0542  NGVD 29 (??/??/92)  444.364  (m)         1457.88   (f) ADJ UNCH    2 0
 GB0542
 GB0542.Superseded values are not recommended for survey control.
 GB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0542.See file dsdata.txt to determine how the superseded data were derived.
 GB0542
 GB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF367291(NAD 83)
 GB0542_MARKER: DD = SURVEY DISK
 GB0542_SETTING: 80 = SET IN A BOULDER
 GB0542_SP_SET: BOULDER
 GB0542_STAMPING: TT 79 E 1930
 GB0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0542+STABILITY: SURFACE MOTION
 GB0542
 GB0542  HISTORY     - Date     Condition        Report By
 GB0542  HISTORY     - 1930     MONUMENTED       USGS
 GB0542  HISTORY     - 1934     GOOD             NGS
 GB0542
 GB0542                          STATION DESCRIPTION
 GB0542
 GB0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0542'8.1 MI E FROM HUNTSVILLE.
 GB0542'8.1 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT COUNTY,
 GB0542'180 FEET WEST OF THE STEPS OF STRAIT FORKS SCHOOL, 90 FEET WEST
 GB0542'OF A SMALL CONCRETE CULVERT, 18 FEET NORTH OF THE CENTERLINE OF
 GB0542'THE HIGHWAY, 9 FEET SOUTH OF A FENCE, AND IN THE TOP OF A LARGE
 GB0542'SANDSTONE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GB0542'DISK, STAMPED TT 79 E 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0807 ***********************************************************************
 GD0807  DESIGNATION -  TT 8 A
 GD0807  PID         -  GD0807
 GD0807  STATE/COUNTY-  TN/DYER
 GD0807  USGS QUAD   -  DYERSBURG (1983)
 GD0807
 GD0807                         *CURRENT SURVEY CONTROL
 GD0807  ___________________________________________________________________
 GD0807* NAD 83(1986)-  36 01 55.     (N)    089 26 35.     (W)     SCALED    
 GD0807* NAVD 88     -        84.717  (meters)     277.94   (feet)  ADJUSTED  
 GD0807  ___________________________________________________________________
 GD0807  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0807  DYNAMIC HT  -          84.645 (meters)     277.71  (feet)  COMP
 GD0807  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 GD0807
 GD0807  VERT ORDER  -  SECOND    CLASS 0
 GD0807
 GD0807.The horizontal coordinates were scaled from a topographic map and have
 GD0807.an estimated accuracy of +/- 6 seconds.
 GD0807
 GD0807.The orthometric height was determined by differential leveling
 GD0807.and adjusted by the National Geodetic Survey in June 1991..
 GD0807
 GD0807.The geoid height was determined by GEOID03.
 GD0807
 GD0807.The dynamic height is computed by dividing the NAVD 88
 GD0807.geopotential number by the normal gravity value computed on the
 GD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0807.degrees latitude (g = 980.6199 gals.).
 GD0807
 GD0807.The modeled gravity was interpolated from observed gravity values.
 GD0807
 GD0807;                    North         East    Units  Estimated Accuracy
 GD0807;SPC TN       -   193,920.      289,770.      MT  (+/- 180 meters Scaled)
 GD0807
 GD0807                          SUPERSEDED SURVEY CONTROL
 GD0807
 GD0807  NGVD 29 (??/??/??)   84.648  (m)          277.72   (f) ADJUSTED    2 0
 GD0807
 GD0807.Superseded values are not recommended for survey control.
 GD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0807.See file dsdata.txt to determine how the superseded data were derived.
 GD0807
 GD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE798902(NAD 83)
 GD0807_MARKER: DD = SURVEY DISK
 GD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0807_STAMPING: TT 8 A TVA
 GD0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0807+STABILITY: SURFACE MOTION
 GD0807
 GD0807  HISTORY     - Date     Condition        Report By
 GD0807  HISTORY     - UNK      MONUMENTED       TNDG
 GD0807  HISTORY     - 1957     GOOD             CGS
 GD0807  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0807
 GD0807                          STATION DESCRIPTION
 GD0807
 GD0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0807'2 MI E FROM FINLEY.
 GD0807'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0807'CHURCH AT FINLEY, 0.15 MILE WEST OF CROSSING OF THE ILLINOIS
 GD0807'CENTRAL RAILROAD, 51.4 FEET SOUTH OF CENTER LINE OF HIGHWAY, 38
 GD0807'FEET EAST OF A POWER POLE, 46 YARDS NORTHEAST OF NORTHEAST CORNER
 GD0807'OF A 1-STORY RED BRICK HOUSE, 33 FEET SOUTHWEST OF A FENCE CORNER
 GD0807'AND WEST END OF A GATE, 9 FEET NORTH OF A FENCE CORNER, 6 INCHES
 GD0807'WEST OF WEST SIDE OF A FORKED 15-INCH BLACK LOCUST TREE, ABOUT
 GD0807'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GD0807'FLUSH WITH GROUND.
 GD0807
 GD0807                          STATION RECOVERY (2002)
 GD0807
 GD0807'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2506 ***********************************************************************
 FE2506  DESIGNATION -  TT 8 CWH
 FE2506  PID         -  FE2506
 FE2506  STATE/COUNTY-  TN/FAYETTE
 FE2506  USGS QUAD   -  MACON (1983)
 FE2506
 FE2506                         *CURRENT SURVEY CONTROL
 FE2506  ___________________________________________________________________
 FE2506* NAD 83(1995)-  35 13 59.84252(N)    089 26 35.45329(W)     ADJUSTED  
 FE2506* NAVD 88     -       131.87   (+/-2cm)     432.6    (feet)  VERTCON   
 FE2506  ___________________________________________________________________
 FE2506  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE2506  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2506
 FE2506  HORZ ORDER  -  SECOND
 FE2506  VERT ORDER  -  THIRD ? (See Below)
 FE2506
 FE2506.The horizontal coordinates were established by classical geodetic methods
 FE2506.and adjusted by the National Geodetic Survey in April 1999..
 FE2506
 FE2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2506.The vertical order pertains to the NGVD 29 superseded value.
 FE2506
 FE2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2506
 FE2506.The geoid height was determined by GEOID03.
 FE2506
 FE2506;                    North         East     Units Scale Factor Converg.
 FE2506;SPC TN       -   105,363.534   286,636.693   MT  1.00000299   -2 00 56.8
 FE2506;SPC TN       -   345,680.19    940,407.22   sFT  1.00000299   -2 00 56.8
 FE2506;UTM  16      - 3,901,650.181   277,667.538   MT  1.00020923   -1 24 36.2
 FE2506
 FE2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2506!SPC TN       -   0.99998363  x   1.00000299  =   0.99998662
 FE2506!UTM  16      -   0.99998363  x   1.00020923  =   1.00019286
 FE2506
 FE2506                          SUPERSEDED SURVEY CONTROL
 FE2506
 FE2506  NAD 83(1995)-  35 13 59.84622(N)    089 26 35.45335(W) AD(       ) 2
 FE2506  NAD 83(1995)-  35 13 59.84682(N)    089 26 35.45337(W) AD(       ) 2
 FE2506  NAD 83(1986)-  35 13 59.85453(N)    089 26 35.45359(W) AD(       ) 2
 FE2506  NAD 27      -  35 13 59.54170(N)    089 26 35.18830(W) AD(       ) 2
 FE2506  NGVD 29 (07/19/86)  131.84   (m)          432.5    (f) LEVELING    3  
 FE2506
 FE2506.Superseded values are not recommended for survey control.
 FE2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2506.See file dsdata.txt to determine how the superseded data were derived.
 FE2506
 FE2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7766801650(NAD 83)
 FE2506_MARKER: DS = TRIANGULATION STATION DISK
 FE2506_SETTING: 0 = UNSPECIFIED SETTING
 FE2506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2506
 FE2506  HISTORY     - Date     Condition        Report By
 FE2506  HISTORY     - 1958     MONUMENTED       USGS
 FE2506  HISTORY     - 20040804 POOR             USACE
 FE2506
 FE2506                          STATION DESCRIPTION
 FE2506
 FE2506'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2506'THE STATION IS ABOUT 5.5 MILES WEST OF SOMERVILLE, 4 MILES EAST OF
 FE2506'OAKLAND, IN THE NORTHWEST CORNER OF WARREN JUNCTION.
 FE2506'
 FE2506'TO REACH THE STATION FROM THE BRICK SCHOOL HOUSE ON THE SOUTH SIDE OF
 FE2506'U.S. HIGHWAY 64 IN OAKLAND, GO EAST FOR 4.3 MILES ON U.S. HIGHWAY 64
 FE2506'TO THE STATION ON THE LEFT.
 FE2506'
 FE2506'TT 8 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN AN
 FE2506'8X8 INCH CONCRETE MONUMENT. IT IS IN THE FENCE LINE, 32 FEET WEST
 FE2506'OF THE CENTER LINE OF U.S. HIGHWAY 64, AND 68 FEET WEST OF THE CENTER
 FE2506'LINE OF PAVED ROAD. THE DISK IS STAMPED TT 8 CWH 1951, AND THE
 FE2506'MONUMENT PROJECTS 4 INCHES. IT IS 141.198 FEET, 43.0372 METERS, SOUTH
 FE2506'OF TRIANGULATION STATION COATS.
 FE2506
 FE2506                          STATION RECOVERY (2004)
 FE2506
 FE2506'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 FE2506'MARK DESTROYED DUE TO NEW HIGHWAY 64 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1635 ***********************************************************************
 GB1635  DESIGNATION -  TT 8 MN
 GB1635  PID         -  GB1635
 GB1635  STATE/COUNTY-  TN/CUMBERLAND
 GB1635  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1635
 GB1635                         *CURRENT SURVEY CONTROL
 GB1635  ___________________________________________________________________
 GB1635* NAD 83(1986)-  36 05 30.     (N)    085 13 50.     (W)     SCALED    
 GB1635* NAVD 88     -       615.250  (meters)    2018.53   (feet)  ADJUSTED  
 GB1635  ___________________________________________________________________
 GB1635  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB1635  DYNAMIC HT  -         614.677 (meters)    2016.65  (feet)  COMP
 GB1635  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 GB1635
 GB1635  VERT ORDER  -  SECOND    CLASS 0
 GB1635
 GB1635.The horizontal coordinates were scaled from a topographic map and have
 GB1635.an estimated accuracy of +/- 6 seconds.
 GB1635
 GB1635.The orthometric height was determined by differential leveling
 GB1635.and adjusted by the National Geodetic Survey in June 1991..
 GB1635
 GB1635.The geoid height was determined by GEOID03.
 GB1635
 GB1635.The dynamic height is computed by dividing the NAVD 88
 GB1635.geopotential number by the normal gravity value computed on the
 GB1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1635.degrees latitude (g = 980.6199 gals.).
 GB1635
 GB1635.The modeled gravity was interpolated from observed gravity values.
 GB1635
 GB1635;                    North         East    Units  Estimated Accuracy
 GB1635;SPC TN       -   195,360.      669,290.      MT  (+/- 180 meters Scaled)
 GB1635
 GB1635                          SUPERSEDED SURVEY CONTROL
 GB1635
 GB1635  NGVD 29 (??/??/92)  615.263  (m)         2018.58   (f) ADJ UNCH    2 0
 GB1635
 GB1635.Superseded values are not recommended for survey control.
 GB1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1635.See file dsdata.txt to determine how the superseded data were derived.
 GB1635
 GB1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE592955(NAD 83)
 GB1635_MARKER: DB = BENCH MARK DISK
 GB1635_SETTING: 66 = SET IN ROCK OUTCROP
 GB1635_SP_SET: ROCK OUTCROP
 GB1635_STAMPING: TT 8 MN 1935
 GB1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1635+STABILITY: POSITION/ELEVATION WELL
 GB1635
 GB1635  HISTORY     - Date     Condition        Report By
 GB1635  HISTORY     - 1935     MONUMENTED       USGS
 GB1635  HISTORY     - 1960     GOOD             NGS
 GB1635
 GB1635                          STATION DESCRIPTION
 GB1635
 GB1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1635'4.6 MI NW FROM MAYLAND.
 GB1635'FROM THE POST OFFICE IN MAYLAND, GO 0.15 MILE NORTH ON A PAVED
 GB1635'ROAD, THEN 0.1 MILE WEST ON A GRAVELED ROAD, THEN 1.25 MILES
 GB1635'NORTH ON A GRAVELED ROAD, THEN 3.1 MILES NORTHWEST ON INTERSTATE
 GB1635'HIGHWAY 40 TO A GRAVELED ROAD, THEN ABOUT 0.1 MILE SOUTH ON THE
 GB1635'GRAVELED ROAD TO U.S. HIGHWAY 70N.  THE BENCH MARK IS 79 FT.
 GB1635'SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 50 FT. SOUTHEAST
 GB1635'OF A POWER LINE POLE, 48 FT. SOUTHWEST OF THE SOUTH RAIL OF
 GB1635'RAILROAD, 30 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 70N, AND
 GB1635'18.9 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A
 GB1635'DRILL HOLE IN A LARGE ROCK OUTCROP AND ABOUT 1 FT. ABOVE THE
 GB1635'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0084 ***********************************************************************
 FE0084  DESIGNATION -  TT 80 DY
 FE0084  PID         -  FE0084
 FE0084  STATE/COUNTY-  TN/BENTON
 FE0084  USGS QUAD   -  SUGAR TREE (1986)
 FE0084
 FE0084                         *CURRENT SURVEY CONTROL
 FE0084  ___________________________________________________________________
 FE0084* NAD 83(1986)-  35 51 44.     (N)    088 04 48.     (W)     SCALED    
 FE0084* NAVD 88     -       185.936  (meters)     610.02   (feet)  ADJUSTED  
 FE0084  ___________________________________________________________________
 FE0084  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE0084  DYNAMIC HT  -         185.775 (meters)     609.50  (feet)  COMP
 FE0084  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FE0084
 FE0084  VERT ORDER  -  FIRST     CLASS II
 FE0084
 FE0084.The horizontal coordinates were scaled from a topographic map and have
 FE0084.an estimated accuracy of +/- 6 seconds.
 FE0084
 FE0084.The orthometric height was determined by differential leveling
 FE0084.and adjusted by the National Geodetic Survey in June 1991..
 FE0084
 FE0084.The geoid height was determined by GEOID03.
 FE0084
 FE0084.The dynamic height is computed by dividing the NAVD 88
 FE0084.geopotential number by the normal gravity value computed on the
 FE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0084.degrees latitude (g = 980.6199 gals.).
 FE0084
 FE0084.The modeled gravity was interpolated from observed gravity values.
 FE0084
 FE0084;                    North         East    Units  Estimated Accuracy
 FE0084;SPC TN       -   171,630.      412,160.      MT  (+/- 180 meters Scaled)
 FE0084
 FE0084                          SUPERSEDED SURVEY CONTROL
 FE0084
 FE0084  NGVD 29 (??/??/??)  185.957  (m)          610.09   (f) ADJUSTED    1 2
 FE0084
 FE0084.Superseded values are not recommended for survey control.
 FE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0084.See file dsdata.txt to determine how the superseded data were derived.
 FE0084
 FE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE024692(NAD 83)
 FE0084_MARKER: DD = SURVEY DISK
 FE0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0084_STAMPING: TT 80 DY 1935
 FE0084_MARK LOGO: USGS  
 FE0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0084+STABILITY: SURFACE MOTION
 FE0084
 FE0084  HISTORY     - Date     Condition        Report By
 FE0084  HISTORY     - 1935     MONUMENTED       USGS
 FE0084  HISTORY     - 1947     GOOD             CGS
 FE0084
 FE0084                          STATION DESCRIPTION
 FE0084
 FE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0084'18.8 MI S FROM CAMDEN.
 FE0084'ABOUT 18.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0084'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE WEST OF THE CUMBERLAND
 FE0084'PRESBYTERIAN CHURCH AT MC ILLWAIN, 232 FEET WEST OF THE NORTHWEST
 FE0084'CORNER OF THE M.C. MC ILLWAIN GENERAL STORE, AT THE JUNCTION OF A
 FE0084'GRAVEL ROAD LEADING SOUTH, 46 FEET EAST OF THE CENTER LINE OF THE
 FE0084'ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF
 FE0084'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 FE0084'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 FE0084'NOTE-- WHEN LEVELED TO IN APRIL 1947, THIS POST WAS LEANING
 FE0084'SLIGHTLY TO THE EAST. THE ROD WAS HELD ON D.C. OF WASHINGTON,
 FE0084'D.C. CAST IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0545 ***********************************************************************
 GB0545  DESIGNATION -  TT 80 E
 GB0545  PID         -  GB0545
 GB0545  STATE/COUNTY-  TN/SCOTT
 GB0545  USGS QUAD   -  PIONEER (1979)
 GB0545
 GB0545                         *CURRENT SURVEY CONTROL
 GB0545  ___________________________________________________________________
 GB0545* NAD 83(1986)-  36 23 36.     (N)    084 19 44.     (W)     SCALED    
 GB0545* NAVD 88     -       451.882  (meters)    1482.55   (feet)  ADJUSTED  
 GB0545  ___________________________________________________________________
 GB0545  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GB0545  DYNAMIC HT  -         451.478 (meters)    1481.22  (feet)  COMP
 GB0545  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 GB0545
 GB0545  VERT ORDER  -  SECOND    CLASS 0
 GB0545
 GB0545.The horizontal coordinates were scaled from a topographic map and have
 GB0545.an estimated accuracy of +/- 6 seconds.
 GB0545
 GB0545.The orthometric height was determined by differential leveling
 GB0545.and adjusted by the National Geodetic Survey in June 1991..
 GB0545
 GB0545.The geoid height was determined by GEOID03.
 GB0545
 GB0545.The dynamic height is computed by dividing the NAVD 88
 GB0545.geopotential number by the normal gravity value computed on the
 GB0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0545.degrees latitude (g = 980.6199 gals.).
 GB0545
 GB0545.The modeled gravity was interpolated from observed gravity values.
 GB0545
 GB0545;                    North         East    Units  Estimated Accuracy
 GB0545;SPC TN       -   229,840.      749,910.      MT  (+/- 180 meters Scaled)
 GB0545
 GB0545                          SUPERSEDED SURVEY CONTROL
 GB0545
 GB0545  NGVD 29 (??/??/92)  451.987  (m)         1482.89   (f) ADJ UNCH    2 0
 GB0545
 GB0545.Superseded values are not recommended for survey control.
 GB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0545.See file dsdata.txt to determine how the superseded data were derived.
 GB0545
 GB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF395308(NAD 83)
 GB0545_MARKER: DD = SURVEY DISK
 GB0545_SETTING: 80 = SET IN A BOULDER
 GB0545_SP_SET: BOULDER
 GB0545_STAMPING: TT 80 E 1930
 GB0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0545+STABILITY: SURFACE MOTION
 GB0545
 GB0545  HISTORY     - Date     Condition        Report By
 GB0545  HISTORY     - 1930     MONUMENTED       USGS
 GB0545  HISTORY     - 1934     GOOD             NGS
 GB0545
 GB0545                          STATION DESCRIPTION
 GB0545
 GB0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0545'6.2 MI NW FROM TURLEY.
 GB0545'IN SCOTT COUNTY, 6.2 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM
 GB0545'TURLEY, CAMPBELL COUNTY, 20 FEET EAST OF THE CENTERLINE OF THE
 GB0545'HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, 2 FEET FROM THE SOUTHEAST
 GB0545'CORNER, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 GB0545'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 80 E 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0548 ***********************************************************************
 GB0548  DESIGNATION -  TT 81 E
 GB0548  PID         -  GB0548
 GB0548  STATE/COUNTY-  TN/CAMPBELL
 GB0548  USGS QUAD   -  PIONEER (1979)
 GB0548
 GB0548                         *CURRENT SURVEY CONTROL
 GB0548  ___________________________________________________________________
 GB0548* NAD 83(1986)-  36 24 47.     (N)    084 18 09.     (W)     SCALED    
 GB0548* NAVD 88     -       457.002  (meters)    1499.35   (feet)  ADJUSTED  
 GB0548  ___________________________________________________________________
 GB0548  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0548  DYNAMIC HT  -         456.593 (meters)    1498.01  (feet)  COMP
 GB0548  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 GB0548
 GB0548  VERT ORDER  -  SECOND    CLASS 0
 GB0548
 GB0548.The horizontal coordinates were scaled from a topographic map and have
 GB0548.an estimated accuracy of +/- 6 seconds.
 GB0548
 GB0548.The orthometric height was determined by differential leveling
 GB0548.and adjusted by the National Geodetic Survey in June 1991..
 GB0548
 GB0548.The geoid height was determined by GEOID03.
 GB0548
 GB0548.The dynamic height is computed by dividing the NAVD 88
 GB0548.geopotential number by the normal gravity value computed on the
 GB0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0548.degrees latitude (g = 980.6199 gals.).
 GB0548
 GB0548.The modeled gravity was interpolated from observed gravity values.
 GB0548
 GB0548;                    North         East    Units  Estimated Accuracy
 GB0548;SPC TN       -   232,070.      752,240.      MT  (+/- 180 meters Scaled)
 GB0548
 GB0548                          SUPERSEDED SURVEY CONTROL
 GB0548
 GB0548  NGVD 29 (??/??/92)  457.101  (m)         1499.67   (f) ADJ UNCH    2 0
 GB0548
 GB0548.Superseded values are not recommended for survey control.
 GB0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0548.See file dsdata.txt to determine how the superseded data were derived.
 GB0548
 GB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF418331(NAD 83)
 GB0548_MARKER: DD = SURVEY DISK
 GB0548_SETTING: 66 = SET IN ROCK OUTCROP
 GB0548_SP_SET: ROCK OUTCROP
 GB0548_STAMPING: TT 81 E 1930 1499.672
 GB0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0548+STABILITY: POSITION/ELEVATION WELL
 GB0548
 GB0548  HISTORY     - Date     Condition        Report By
 GB0548  HISTORY     - 1930     MONUMENTED       USGS
 GB0548  HISTORY     - 1951     GOOD             NGS
 GB0548  HISTORY     - 1957     GOOD             NGS
 GB0548
 GB0548                          STATION DESCRIPTION
 GB0548
 GB0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0548'0.8 MI SE FROM PIONEER.
 GB0548'ABOUT 0.6 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0548'STATION AT PIONEER, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG STATE
 GB0548'HIGHWAY 63, THENCE ABOUT 0.1 MILE NORTHEAST ALONG A PRIVATE DRIVE,
 GB0548'SET IN THE TOP OF A LARGE OUTCROP OF ROCK ALONG THE NORTHWEST SIDE
 GB0548'OF THE F.H. BYRD RESIDENCE, 1 FOOT NORTHWEST OF THE NORTHWEST WALL
 GB0548'OF HOUSE, 15 FEET NORTHEAST OF THE WEST CORNER OF PORCH AND ABOUT
 GB0548'15 FEET ABOVE THE DRIVE.
 GB0548
 GB0548                          STATION RECOVERY (1957)
 GB0548
 GB0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0089 ***********************************************************************
 FE0089  DESIGNATION -  TT 84 DY
 FE0089  PID         -  FE0089
 FE0089  STATE/COUNTY-  TN/DECATUR
 FE0089  USGS QUAD   -  SUGAR TREE (1986)
 FE0089
 FE0089                         *CURRENT SURVEY CONTROL
 FE0089  ___________________________________________________________________
 FE0089* NAD 83(1986)-  35 49 45.     (N)    088 02 09.     (W)     SCALED    
 FE0089* NAVD 88     -       126.648  (meters)     415.51   (feet)  ADJUSTED  
 FE0089  ___________________________________________________________________
 FE0089  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0089  DYNAMIC HT  -         126.538 (meters)     415.15  (feet)  COMP
 FE0089  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 FE0089
 FE0089  VERT ORDER  -  FIRST     CLASS II
 FE0089
 FE0089.The horizontal coordinates were scaled from a topographic map and have
 FE0089.an estimated accuracy of +/- 6 seconds.
 FE0089
 FE0089.The orthometric height was determined by differential leveling
 FE0089.and adjusted by the National Geodetic Survey in June 1991..
 FE0089
 FE0089.The geoid height was determined by GEOID03.
 FE0089
 FE0089.The dynamic height is computed by dividing the NAVD 88
 FE0089.geopotential number by the normal gravity value computed on the
 FE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0089.degrees latitude (g = 980.6199 gals.).
 FE0089
 FE0089.The modeled gravity was interpolated from observed gravity values.
 FE0089
 FE0089;                    North         East    Units  Estimated Accuracy
 FE0089;SPC TN       -   167,870.      416,070.      MT  (+/- 180 meters Scaled)
 FE0089
 FE0089                          SUPERSEDED SURVEY CONTROL
 FE0089
 FE0089  NGVD 29 (??/??/??)  126.669  (m)          415.58   (f) ADJUSTED    1 2
 FE0089
 FE0089.Superseded values are not recommended for survey control.
 FE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0089.See file dsdata.txt to determine how the superseded data were derived.
 FE0089
 FE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE064654(NAD 83)
 FE0089_MARKER: DD = SURVEY DISK
 FE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0089_STAMPING: TT 84 DY 1935
 FE0089_MARK LOGO: USGS  
 FE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0089+STABILITY: SURFACE MOTION
 FE0089
 FE0089  HISTORY     - Date     Condition        Report By
 FE0089  HISTORY     - 1935     MONUMENTED       USGS
 FE0089  HISTORY     - 1947     GOOD             CGS
 FE0089
 FE0089                          STATION DESCRIPTION
 FE0089
 FE0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0089'15.3 MI N FROM PARSONS.
 FE0089'ABOUT 15.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0089'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0089'AT SUGAR TREE, 101 FEET NORTHEAST ACROSS THE HIGHWAY FROM THE
 FE0089'NORTHEAST CORNER OF THE POST OFFICE, 149 FEET SOUTH OF THE
 FE0089'SOUTH END OF A 30-FOOT WOODEN HIGHWAY BRIDGE, 42 FEET NORTHWEST
 FE0089'OF THE NORTHWEST CORMER OF A GULF SERVICE STATION, 47 FEET
 FE0089'NORTH OF THE GASOLINE PUMP, 17 FEET EAST OF THE CENTER LINE OF
 FE0089'THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 FE0089'CONCRETE POST PROJECTING ABOUT 3 INCHES.  NOTE-- THE NORTHEAST
 FE0089'CORNER OF THE POST HAS BEEN BROKEN OFF, BUT POST AND DISK ARE
 FE0089'STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0092 ***********************************************************************
 FE0092  DESIGNATION -  TT 85 DY
 FE0092  PID         -  FE0092
 FE0092  STATE/COUNTY-  TN/DECATUR
 FE0092  USGS QUAD   -  SUGAR TREE (1986)
 FE0092
 FE0092                         *CURRENT SURVEY CONTROL
 FE0092  ___________________________________________________________________
 FE0092* NAD 83(1986)-  35 48 18.     (N)    088 00 11.     (W)     SCALED    
 FE0092* NAVD 88     -       126.251  (meters)     414.21   (feet)  ADJUSTED  
 FE0092  ___________________________________________________________________
 FE0092  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0092  DYNAMIC HT  -         126.142 (meters)     413.85  (feet)  COMP
 FE0092  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 FE0092
 FE0092  VERT ORDER  -  FIRST     CLASS II
 FE0092
 FE0092.The horizontal coordinates were scaled from a topographic map and have
 FE0092.an estimated accuracy of +/- 6 seconds.
 FE0092
 FE0092.The orthometric height was determined by differential leveling
 FE0092.and adjusted by the National Geodetic Survey in June 1991..
 FE0092
 FE0092.The geoid height was determined by GEOID03.
 FE0092
 FE0092.The dynamic height is computed by dividing the NAVD 88
 FE0092.geopotential number by the normal gravity value computed on the
 FE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0092.degrees latitude (g = 980.6199 gals.).
 FE0092
 FE0092.The modeled gravity was interpolated from observed gravity values.
 FE0092
 FE0092;                    North         East    Units  Estimated Accuracy
 FE0092;SPC TN       -   165,130.      418,980.      MT  (+/- 180 meters Scaled)
 FE0092
 FE0092                          SUPERSEDED SURVEY CONTROL
 FE0092
 FE0092  NGVD 29 (??/??/??)  126.272  (m)          414.28   (f) ADJUSTED    1 2
 FE0092
 FE0092.Superseded values are not recommended for survey control.
 FE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0092.See file dsdata.txt to determine how the superseded data were derived.
 FE0092
 FE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE093627(NAD 83)
 FE0092_MARKER: DD = SURVEY DISK
 FE0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0092_STAMPING: TT 85 DY 1935
 FE0092_MARK LOGO: USGS  
 FE0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0092+STABILITY: SURFACE MOTION
 FE0092
 FE0092  HISTORY     - Date     Condition        Report By
 FE0092  HISTORY     - 1935     MONUMENTED       USGS
 FE0092  HISTORY     - 1947     GOOD             CGS
 FE0092  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0092
 FE0092                          STATION DESCRIPTION
 FE0092
 FE0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0092'17.9 MI NE FROM PARSONS.
 FE0092'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0092'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0092'THENCE ABOUT 0.3 MILE EAST AND 1.2 MILES SOUTHEAST ALONG HOG
 FE0092'CREEK ROAD, AND THENCE ABOUT 1.2 MILES EAST ALONG THE EAST
 FE0092'FORK OF HOG CREEK ROAD, ABOUT 2.8 MILES SOUTHEAST OF THE POST
 FE0092'OFFICE AT SUGAR TREE, AT THE DRIVEWAY LEADING TO THE HERBERT
 FE0092'MILLS RESIDENCE, 346 FEET NORTHWEST OF THE NORTH-NORTHWEST
 FE0092'CORNER OF THE HOUSE, 209 FEET WEST-NORTHWEST OF THE NORTHWEST
 FE0092'CORNER OF THE BARN, 29 FEET SOUTH OF THE CENTER LINE OF THE
 FE0092'ROAD, 8 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET
 FE0092'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0092'DRIVEWAY, AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FE0092'THE GROUND.  NOTE-- IN APRIL 1947, THIS POST WAS LEANING SLIGHTLY
 FE0092'TO THE EAST.  THE ROD WAS HELD ON THE S. OF U.S. GEOLOGICAL.
 FE0092
 FE0092                          STATION RECOVERY (1972)
 FE0092
 FE0092'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0081 ***********************************************************************
 FE0081  DESIGNATION -  TT 86 DY
 FE0081  PID         -  FE0081
 FE0081  STATE/COUNTY-  TN/BENTON
 FE0081  USGS QUAD   -  ROCKPORT (1987)
 FE0081
 FE0081                         *CURRENT SURVEY CONTROL
 FE0081  ___________________________________________________________________
 FE0081* NAD 83(1986)-  35 52 38.     (N)    088 06 58.     (W)     SCALED    
 FE0081* NAVD 88     -       168.173  (meters)     551.75   (feet)  ADJUSTED  
 FE0081  ___________________________________________________________________
 FE0081  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0081  DYNAMIC HT  -         168.028 (meters)     551.27  (feet)  COMP
 FE0081  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 FE0081
 FE0081  VERT ORDER  -  FIRST     CLASS II
 FE0081
 FE0081.The horizontal coordinates were scaled from a topographic map and have
 FE0081.an estimated accuracy of +/- 6 seconds.
 FE0081
 FE0081.The orthometric height was determined by differential leveling
 FE0081.and adjusted by the National Geodetic Survey in June 1991..
 FE0081
 FE0081.The geoid height was determined by GEOID03.
 FE0081
 FE0081.The dynamic height is computed by dividing the NAVD 88
 FE0081.geopotential number by the normal gravity value computed on the
 FE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0081.degrees latitude (g = 980.6199 gals.).
 FE0081
 FE0081.The modeled gravity was interpolated from observed gravity values.
 FE0081
 FE0081;                    North         East    Units  Estimated Accuracy
 FE0081;SPC TN       -   173,360.      408,930.      MT  (+/- 180 meters Scaled)
 FE0081
 FE0081                          SUPERSEDED SURVEY CONTROL
 FE0081
 FE0081  NGVD 29 (??/??/??)  168.196  (m)          551.82   (f) ADJUSTED    1 2
 FE0081
 FE0081.Superseded values are not recommended for survey control.
 FE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0081.See file dsdata.txt to determine how the superseded data were derived.
 FE0081
 FE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE992709(NAD 83)
 FE0081_MARKER: DD = SURVEY DISK
 FE0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0081_STAMPING: TT 86 DY 1935
 FE0081_MARK LOGO: USGS  
 FE0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0081+STABILITY: SURFACE MOTION
 FE0081
 FE0081  HISTORY     - Date     Condition        Report By
 FE0081  HISTORY     - 1935     MONUMENTED       USGS
 FE0081  HISTORY     - 1947     GOOD             CGS
 FE0081
 FE0081                          STATION DESCRIPTION
 FE0081
 FE0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0081'16.3 MI S FROM CAMDEN.
 FE0081'ABOUT 16.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0081'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE SOUTH AND 1.7 MILES
 FE0081'EAST OF THE POST OFFICE AT HOLLADAY, AT THE JUNCTION OF A
 FE0081'GRAVEL ROAD LEADING NORTHWEST, 174 FEET SOUTHEAST ACROSS THE
 FE0081'HIGHWAY FROM THE SOUTHEAST CORNER OF A 1-STORY FRAME FARMHOUSE,
 FE0081'29 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF THE
 FE0081'GRAVEL ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12
 FE0081'FEET NORTHEAST OF A NIX LANDING SIGN NAILED TO A 4-INCH OAK
 FE0081'TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 FE0081'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0081'PROJECTING ABOUT 6 INCHES.  NOTE-- WHEN LEVELED TO IN APRIL
 FE0081'1947, THIS POST WAS LEANING SLIGHTLY TO THE NORTH.  THE ROD
 FE0081'WAS HELD ON THE CENTER OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0093 ***********************************************************************
 FE0093  DESIGNATION -  TT 89 DY
 FE0093  PID         -  FE0093
 FE0093  STATE/COUNTY-  TN/DECATUR
 FE0093  USGS QUAD   -  SUGAR TREE (1986)
 FE0093
 FE0093                         *CURRENT SURVEY CONTROL
 FE0093  ___________________________________________________________________
 FE0093* NAD 83(1986)-  35 48 57.     (N)    088 02 57.     (W)     SCALED    
 FE0093* NAVD 88     -       139.238  (meters)     456.82   (feet)  ADJUSTED  
 FE0093  ___________________________________________________________________
 FE0093  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0093  DYNAMIC HT  -         139.117 (meters)     456.42  (feet)  COMP
 FE0093  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 FE0093
 FE0093  VERT ORDER  -  FIRST     CLASS II
 FE0093
 FE0093.The horizontal coordinates were scaled from a topographic map and have
 FE0093.an estimated accuracy of +/- 6 seconds.
 FE0093
 FE0093.The orthometric height was determined by differential leveling
 FE0093.and adjusted by the National Geodetic Survey in June 1991..
 FE0093
 FE0093.The geoid height was determined by GEOID03.
 FE0093
 FE0093.The dynamic height is computed by dividing the NAVD 88
 FE0093.geopotential number by the normal gravity value computed on the
 FE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0093.degrees latitude (g = 980.6199 gals.).
 FE0093
 FE0093.The modeled gravity was interpolated from observed gravity values.
 FE0093
 FE0093;                    North         East    Units  Estimated Accuracy
 FE0093;SPC TN       -   166,420.      414,830.      MT  (+/- 180 meters Scaled)
 FE0093
 FE0093                          SUPERSEDED SURVEY CONTROL
 FE0093
 FE0093  NGVD 29 (??/??/??)  139.258  (m)          456.88   (f) ADJUSTED    1 2
 FE0093
 FE0093.Superseded values are not recommended for survey control.
 FE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0093.See file dsdata.txt to determine how the superseded data were derived.
 FE0093
 FE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE052640(NAD 83)
 FE0093_MARKER: DD = SURVEY DISK
 FE0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0093_STAMPING: TT 89 DY 1935
 FE0093_MARK LOGO: USGS  
 FE0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0093+STABILITY: SURFACE MOTION
 FE0093
 FE0093  HISTORY     - Date     Condition        Report By
 FE0093  HISTORY     - 1935     MONUMENTED       USGS
 FE0093  HISTORY     - 1947     GOOD             CGS
 FE0093  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0093
 FE0093                          STATION DESCRIPTION
 FE0093
 FE0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0093'14 MI N FROM PARSONS.
 FE0093'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0093'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, ABOUT
 FE0093'1.3 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE, AT AN
 FE0093'S-CURVE, AT THE JUNCTION OF A VERY DIM FIELD ROAD LEADING WEST,
 FE0093'147 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME
 FE0093'FARMHOUSE, 53 FEET NORTH OF THE NORTHWEST CORNER OF A 25-FOOT
 FE0093'WOODEN BRIDGE OVER A SMALL STREAM, 30 FEET WEST OF THE CENTER
 FE0093'LINE OF THE HIGHWAY, 6 FEET NORTH OF THE CENTER LINE OF THE
 FE0093'FIELD ROAD, 18 FEET SOUTHWEST OF A 42-INCH OAK TREE, 2 FEET
 FE0093'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 FE0093'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 FE0093'NOTE-- WHEN LEVELED TO IN APRIL 1947, THIS POINT WAS LEANING
 FE0093'SLIGHTLY TO THE WEST.  THE ROD WAS HELD ON FOR OR FOR INFORMATION.
 FE0093'NOTE-- DESCRIPTION DOES NOT FIT GROUND, ROAD MAY HAVE BEEN SHIFTED
 FE0093'GROUND W OF ROAD AT PRESENT BRIDGE LOCATION PLUS OR MINUS 2.5
 FE0093'FT LOWER THAN ROAD.
 FE0093
 FE0093                          STATION RECOVERY (1972)
 FE0093
 FE0093'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0809 ***********************************************************************
 GD0809  DESIGNATION -  TT 9
 GD0809  PID         -  GD0809
 GD0809  STATE/COUNTY-  TN/DYER
 GD0809  USGS QUAD   -  DYERSBURG (1983)
 GD0809
 GD0809                         *CURRENT SURVEY CONTROL
 GD0809  ___________________________________________________________________
 GD0809* NAD 83(1986)-  36 02 12.     (N)    089 26 01.     (W)     SCALED    
 GD0809* NAVD 88     -        84.004  (meters)     275.60   (feet)  ADJUSTED  
 GD0809  ___________________________________________________________________
 GD0809  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0809  DYNAMIC HT  -          83.933 (meters)     275.37  (feet)  COMP
 GD0809  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0809
 GD0809  VERT ORDER  -  SECOND    CLASS 0
 GD0809
 GD0809.The horizontal coordinates were scaled from a topographic map and have
 GD0809.an estimated accuracy of +/- 6 seconds.
 GD0809
 GD0809.The orthometric height was determined by differential leveling
 GD0809.and adjusted by the National Geodetic Survey in June 1991..
 GD0809
 GD0809.The geoid height was determined by GEOID03.
 GD0809
 GD0809.The dynamic height is computed by dividing the NAVD 88
 GD0809.geopotential number by the normal gravity value computed on the
 GD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0809.degrees latitude (g = 980.6199 gals.).
 GD0809
 GD0809.The modeled gravity was interpolated from observed gravity values.
 GD0809
 GD0809;                    North         East    Units  Estimated Accuracy
 GD0809;SPC TN       -   194,410.      290,630.      MT  (+/- 180 meters Scaled)
 GD0809
 GD0809                          SUPERSEDED SURVEY CONTROL
 GD0809
 GD0809  NGVD 29 (??/??/??)   83.934  (m)          275.37   (f) ADJUSTED    2 0
 GD0809
 GD0809.Superseded values are not recommended for survey control.
 GD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0809.See file dsdata.txt to determine how the superseded data were derived.
 GD0809
 GD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE807907(NAD 83)
 GD0809_MARKER: DD = SURVEY DISK
 GD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0809_STAMPING: TT 9 TVA 1947
 GD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0809+STABILITY: SURFACE MOTION
 GD0809
 GD0809  HISTORY     - Date     Condition        Report By
 GD0809  HISTORY     - 1947     MONUMENTED       TNDG
 GD0809  HISTORY     - 1957     GOOD             CGS
 GD0809  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0809
 GD0809                          STATION DESCRIPTION
 GD0809
 GD0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0809'2.7 MI E FROM DYERSBURG.
 GD0809'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0809'CHURCH AT DYERSBURG, ABOUT 0.5 MILE NORTHEAST OF CROSSING OF THE
 GD0809'ILLINOIS CENTRAL RAILROAD, AT THE JUNCTION OF A GRAVEL ROAD
 GD0809'NORTHWEST, 54 FEET NORTH OF CENTER LINE OF HIGHWAY, 10 FEET
 GD0809'NORTHEAST OF CENTER LINE OF GRAVEL ROAD, 45 FEET WEST OF CENTER
 GD0809'LINE OF A DRIVE TO A HOUSE, 9 FEET EAST OF A POWER POLE, 12 FEET
 GD0809'SOUTHWEST OF A FENCE CORNER, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY
 GD0809'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0809
 GD0809                          STATION RECOVERY (2002)
 GD0809
 GD0809'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1959 ***********************************************************************
 GA1959  DESIGNATION -  TT 9 DL
 GA1959  PID         -  GA1959
 GA1959  STATE/COUNTY-  TN/COCKE
 GA1959  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1959
 GA1959                         *CURRENT SURVEY CONTROL
 GA1959  ___________________________________________________________________
 GA1959* NAD 83(1986)-  36 00 36.     (N)    083 05 44.     (W)     SCALED    
 GA1959* NAVD 88     -       356.57   (+/-2cm)    1169.8    (feet)  VERTCON   
 GA1959  ___________________________________________________________________
 GA1959  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1959
 GA1959  VERT ORDER  -  ? (See Below)
 GA1959
 GA1959.The horizontal coordinates were scaled from a topographic map and have
 GA1959.an estimated accuracy of +/- 6 seconds.
 GA1959
 GA1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1959.The vertical order pertains to the NGVD 29 superseded value.
 GA1959
 GA1959.The geoid height was determined by GEOID03.
 GA1959
 GA1959;                    North         East    Units  Estimated Accuracy
 GA1959;SPC TN       -   189,910.      861,790.      MT  (+/- 180 meters Scaled)
 GA1959
 GA1959                          SUPERSEDED SURVEY CONTROL
 GA1959
 GA1959  NGVD 29 (??/??/92)  356.720  (m)         1170.34   (f) ADJ UNCH    ?  
 GA1959
 GA1959.Superseded values are not recommended for survey control.
 GA1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1959.See file dsdata.txt to determine how the superseded data were derived.
 GA1959
 GA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV111870(NAD 83)
 GA1959_MARKER: DD = SURVEY DISK
 GA1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1959_STAMPING: TT 9 DL 1934
 GA1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1959+STABILITY: SURFACE MOTION
 GA1959
 GA1959  HISTORY     - Date     Condition        Report By
 GA1959  HISTORY     - 1934     MONUMENTED       USGS
 GA1959  HISTORY     - 1937     GOOD             TVA
 GA1959
 GA1959                          STATION DESCRIPTION
 GA1959
 GA1959'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1959'AT PARROTTSVILLE.
 GA1959'AT PARROTTSVILLE, ON STATE HIGHWAY 35, 123 FEET WEST AND 66 FEET
 GA1959'NORTH OF THE WEST CITY LIMITS, AT THE JUNCTION OF A T-ROAD
 GA1959'LEADING NORTH, 35 FEET NORTH AND 13 FEET WEST OF THE INTERSECTION
 GA1959'OF THE TANGENTS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA1959'DISK, STAMPED TT 9 DL 1934 AND SET IN THE TOP OF A CONCRETE
 GA1959'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2415 ***********************************************************************
 FE2415  DESIGNATION -  TT 90
 FE2415  PID         -  FE2415
 FE2415  STATE/COUNTY-  TN/CROCKETT
 FE2415  USGS QUAD   -  MAURY CITY (1981)
 FE2415
 FE2415                         *CURRENT SURVEY CONTROL
 FE2415  ___________________________________________________________________
 FE2415* NAD 83(1995)-  35 50 01.61627(N)    089 10 10.44828(W)     ADJUSTED  
 FE2415* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FE2415  ___________________________________________________________________
 FE2415  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2415  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE2415
 FE2415  HORZ ORDER  -  SECOND
 FE2415
 FE2415.The horizontal coordinates were established by classical geodetic methods
 FE2415.and adjusted by the National Geodetic Survey in April 1999..
 FE2415
 FE2415.The orthometric height was scaled from a topographic map.
 FE2415
 FE2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2415
 FE2415.The geoid height was determined by GEOID03.
 FE2415
 FE2415;                    North         East     Units Scale Factor Converg.
 FE2415;SPC TN       -   171,109.984   313,686.310   MT  0.99994840   -1 51 20.1
 FE2415;SPC TN       -   561,383.34  1,029,152.50   sFT  0.99994840   -1 51 20.1
 FE2415;UTM  16      - 3,967,685.408   304,037.542   MT  1.00007321   -1 16 14.0
 FE2415
 FE2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2415!SPC TN       -   0.99998604  x   0.99994840  =   0.99993444
 FE2415!UTM  16      -   0.99998604  x   1.00007321  =   1.00005925
 FE2415
 FE2415                          SUPERSEDED SURVEY CONTROL
 FE2415
 FE2415  NAD 83(1995)-  35 50 01.62089(N)    089 10 10.45063(W) AD(       ) 2
 FE2415  NAD 83(1986)-  35 50 01.62740(N)    089 10 10.44864(W) AD(       ) 2
 FE2415  NAD 27      -  35 50 01.36140(N)    089 10 10.20100(W) AD(       ) 2
 FE2415
 FE2415.Superseded values are not recommended for survey control.
 FE2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2415.See file dsdata.txt to determine how the superseded data were derived.
 FE2415
 FE2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0403867685(NAD 83)
 FE2415_MARKER: DD = SURVEY DISK
 FE2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2415+STABILITY: SURFACE MOTION
 FE2415
 FE2415  HISTORY     - Date     Condition        Report By
 FE2415  HISTORY     - 1959     MONUMENTED       TVA
 FE2415
 FE2415                          STATION DESCRIPTION
 FE2415
 FE2415'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 FE2415'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND STATE HIGHWAY 88
 FE2415'IN MAURY CITY GO SOUTH AND EAST ON HIGHWAY 20 FOR 2.65 MILES TO
 FE2415'JUNCTION OF STATE HIGHWAY 54 ON THE RIGHT. CONTINUE AHEAD ON HIGHWAY
 FE2415'20 FOR 0.05 MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO
 FE2415'NORTH FOR 1.55 MILES TO THE AVERY AZIMUTH MARK ON THE RIGHT, CONTINUE
 FE2415'NORTH FOR 0.75 MILE TO STATION ON THE RIGHT.
 FE2415'
 FE2415'TT 90 (TVA) IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A 6 BY 6 INCH
 FE2415'CONCRETE POST WHICH PROJECTS 7 INCHES. THE DISK IS STAMPED TT 90 TVA
 FE2415'1947. IT IS 31 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 37 FEET
 FE2415'NORTH OF A FENCE CORNER, AND 54 FEET EAST OF THE CENTERLINE OF THE
 FE2415'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0384 ***********************************************************************
 FC0384  DESIGNATION -  TT B 5
 FC0384  PID         -  FC0384
 FC0384  STATE/COUNTY-  TN/BRADLEY
 FC0384  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0384
 FC0384                         *CURRENT SURVEY CONTROL
 FC0384  ___________________________________________________________________
 FC0384* NAD 83(1986)-  35 10 15.     (N)    084 49 43.     (W)     SCALED    
 FC0384* NAVD 88     -       268.753  (meters)     881.73   (feet)  ADJUSTED  
 FC0384  ___________________________________________________________________
 FC0384  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0384  DYNAMIC HT  -         268.488 (meters)     880.86  (feet)  COMP
 FC0384  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 FC0384
 FC0384  VERT ORDER  -  FIRST     CLASS I
 FC0384
 FC0384.The horizontal coordinates were scaled from a topographic map and have
 FC0384.an estimated accuracy of +/- 6 seconds.
 FC0384
 FC0384.The orthometric height was determined by differential leveling
 FC0384.and adjusted by the National Geodetic Survey in June 1991..
 FC0384
 FC0384.The geoid height was determined by GEOID03.
 FC0384
 FC0384.The dynamic height is computed by dividing the NAVD 88
 FC0384.geopotential number by the normal gravity value computed on the
 FC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0384.degrees latitude (g = 980.6199 gals.).
 FC0384
 FC0384.The modeled gravity was interpolated from observed gravity values.
 FC0384
 FC0384;                    North         East    Units  Estimated Accuracy
 FC0384;SPC TN       -    93,560.      706,710.      MT  (+/- 180 meters Scaled)
 FC0384
 FC0384                          SUPERSEDED SURVEY CONTROL
 FC0384
 FC0384  NGVD 29 (??/??/92)  268.771  (m)          881.79   (f) ADJ UNCH    1 1
 FC0384
 FC0384.Superseded values are not recommended for survey control.
 FC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0384.See file dsdata.txt to determine how the superseded data were derived.
 FC0384
 FC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD977941(NAD 83)
 FC0384_MARKER: DD = SURVEY DISK
 FC0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0384_STAMPING: TT B 5 1935
 FC0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0384+STABILITY: SURFACE MOTION
 FC0384
 FC0384  HISTORY     - Date     Condition        Report By
 FC0384  HISTORY     - 1935     MONUMENTED       USGS
 FC0384  HISTORY     - 1968     GOOD             NGS
 FC0384
 FC0384                          STATION DESCRIPTION
 FC0384
 FC0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0384'2.8 MI NE FROM CLEVELAND.
 FC0384'ABOUT 2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0384'STATION AT CLEVELAND, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 210,
 FC0384'29 1/2 FEET EAST OF THE CENTER OF THE CROSSING OF BLYTHE FERRY ROAD,
 FC0384'24.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET NORTHEAST OF
 FC0384'THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTHWEST OF A FENCE
 FC0384'CORNER, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 FC0384'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0384'4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1908 ***********************************************************************
 GB1908  DESIGNATION -  TT D 3
 GB1908  PID         -  GB1908
 GB1908  STATE/COUNTY-  TN/JACKSON
 GB1908  USGS QUAD   -  GAINESBORO (1979)
 GB1908
 GB1908                         *CURRENT SURVEY CONTROL
 GB1908  ___________________________________________________________________
 GB1908* NAD 83(1986)-  36 21 19.     (N)    085 39 31.     (W)     SCALED    
 GB1908* NAVD 88     -       172.671  (meters)     566.50   (feet)  ADJUSTED  
 GB1908  ___________________________________________________________________
 GB1908  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB1908  DYNAMIC HT  -         172.521 (meters)     566.01  (feet)  COMP
 GB1908  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GB1908
 GB1908  VERT ORDER  -  SECOND    CLASS 0
 GB1908
 GB1908.The horizontal coordinates were scaled from a topographic map and have
 GB1908.an estimated accuracy of +/- 6 seconds.
 GB1908
 GB1908.The orthometric height was determined by differential leveling
 GB1908.and adjusted by the National Geodetic Survey in June 1991..
 GB1908
 GB1908.The geoid height was determined by GEOID03.
 GB1908
 GB1908.The dynamic height is computed by dividing the NAVD 88
 GB1908.geopotential number by the normal gravity value computed on the
 GB1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1908.degrees latitude (g = 980.6199 gals.).
 GB1908
 GB1908.The modeled gravity was interpolated from observed gravity values.
 GB1908
 GB1908;                    North         East    Units  Estimated Accuracy
 GB1908;SPC TN       -   224,390.      630,640.      MT  (+/- 180 meters Scaled)
 GB1908
 GB1908                          SUPERSEDED SURVEY CONTROL
 GB1908
 GB1908  NGVD 29 (??/??/??)  172.80   (m)          566.9    (f) RESET       3  
 GB1908
 GB1908.Superseded values are not recommended for survey control.
 GB1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1908.See file dsdata.txt to determine how the superseded data were derived.
 GB1908
 GB1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF203241(NAD 83)
 GB1908_MARKER: DD = SURVEY DISK
 GB1908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1908_SP_SET: STEP
 GB1908_STAMPING: TT D3 1952 ELEV 567
 GB1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1908
 GB1908  HISTORY     - Date     Condition        Report By
 GB1908  HISTORY     - 1952     MONUMENTED       DOD
 GB1908  HISTORY     - 1966     GOOD             TNHD
 GB1908
 GB1908                          STATION DESCRIPTION
 GB1908
 GB1908'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1908'AT GAINESBORO.
 GB1908'AT THE JACKSON COUNTY COURTHOUSE IN GAINESBORO.  THE DISK IS
 GB1908'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTH END OF THE STEPS
 GB1908'AT THE EAST ENTRANCE TO THE COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0232 ***********************************************************************
 FE0232  DESIGNATION -  TT GN 20
 FE0232  PID         -  FE0232
 FE0232  STATE/COUNTY-  TN/HARDIN
 FE0232  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0232
 FE0232                         *CURRENT SURVEY CONTROL
 FE0232  ___________________________________________________________________
 FE0232* NAD 83(1986)-  35 15 24.     (N)    088 17 12.     (W)     SCALED    
 FE0232* NAVD 88     -       112.625  (meters)     369.50   (feet)  ADJUSTED  
 FE0232  ___________________________________________________________________
 FE0232  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE0232  DYNAMIC HT  -         112.523 (meters)     369.17  (feet)  COMP
 FE0232  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FE0232
 FE0232  VERT ORDER  -  FIRST     CLASS II
 FE0232
 FE0232.The horizontal coordinates were scaled from a topographic map and have
 FE0232.an estimated accuracy of +/- 6 seconds.
 FE0232
 FE0232.The orthometric height was determined by differential leveling
 FE0232.and adjusted by the National Geodetic Survey in June 1991..
 FE0232
 FE0232.The geoid height was determined by GEOID03.
 FE0232
 FE0232.The dynamic height is computed by dividing the NAVD 88
 FE0232.geopotential number by the normal gravity value computed on the
 FE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0232.degrees latitude (g = 980.6199 gals.).
 FE0232
 FE0232.The modeled gravity was interpolated from observed gravity values.
 FE0232
 FE0232;                    North         East    Units  Estimated Accuracy
 FE0232;SPC TN       -   104,880.      391,930.      MT  (+/- 180 meters Scaled)
 FE0232
 FE0232                          SUPERSEDED SURVEY CONTROL
 FE0232
 FE0232  NGVD 29 (??/??/??)  112.638  (m)          369.55   (f) ADJUSTED    1 2
 FE0232
 FE0232.Superseded values are not recommended for survey control.
 FE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0232.See file dsdata.txt to determine how the superseded data were derived.
 FE0232
 FE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE829022(NAD 83)
 FE0232_MARKER: DD = SURVEY DISK
 FE0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0232_STAMPING: TT GN 20 1935
 FE0232_MARK LOGO: USGS  
 FE0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0232+STABILITY: SURFACE MOTION
 FE0232
 FE0232  HISTORY     - Date     Condition        Report By
 FE0232  HISTORY     - 1935     MONUMENTED       USGS
 FE0232  HISTORY     - 1947     GOOD             CGS
 FE0232
 FE0232                          STATION DESCRIPTION
 FE0232
 FE0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0232'4.6 MI NW FROM SAVANNAH.
 FE0232'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0232'SAVANNAH, THENCE ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0232'ABOUT 0.9 MILE SOUTH OF THE BRIDGE OVER BEASON CREEK, AT THE
 FE0232'JUNCTION OF A GRAVEL ROAD LEADING WEST, 229 FEET NORTH OF THE
 FE0232'EAST END OF A 3-FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY,
 FE0232'170 FEET EAST OF THE NORTH END OF A 3-FOOT CONCRETE PIPE CULVERT
 FE0232'UNDER THE ROAD WEST, 17 FEET EAST OF THE CENTER LINE OF THE
 FE0232'HIGHWAY, 30 FEET NORTH OF THE PROLONGED CENTER LINE OF THE ROAD
 FE0232'WEST AND THE CENTER LINE OF A ROAD EAST TO A FARM, 2 FEET SOUTH
 FE0232'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION
 FE0232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0440 ***********************************************************************
 FE0440  DESIGNATION -  TT N 12
 FE0440  PID         -  FE0440
 FE0440  STATE/COUNTY-  TN/HARDIN
 FE0440  USGS QUAD   -  PICKWICK (1972)
 FE0440
 FE0440                         *CURRENT SURVEY CONTROL
 FE0440  ___________________________________________________________________
 FE0440* NAD 83(1986)-  35 07 18.     (N)    088 10 48.     (W)     SCALED    
 FE0440* NAVD 88     -       165.898  (meters)     544.28   (feet)  ADJUSTED  
 FE0440  ___________________________________________________________________
 FE0440  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0440  DYNAMIC HT  -         165.746 (meters)     543.78  (feet)  COMP
 FE0440  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE0440
 FE0440  VERT ORDER  -  SECOND    CLASS 0
 FE0440
 FE0440.The horizontal coordinates were scaled from a topographic map and have
 FE0440.an estimated accuracy of +/- 6 seconds.
 FE0440
 FE0440.The orthometric height was determined by differential leveling
 FE0440.and adjusted by the National Geodetic Survey in June 1991..
 FE0440
 FE0440.The geoid height was determined by GEOID03.
 FE0440
 FE0440.The dynamic height is computed by dividing the NAVD 88
 FE0440.geopotential number by the normal gravity value computed on the
 FE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0440.degrees latitude (g = 980.6199 gals.).
 FE0440
 FE0440.The modeled gravity was interpolated from observed gravity values.
 FE0440
 FE0440;                    North         East    Units  Estimated Accuracy
 FE0440;SPC TN       -    89,680.      401,300.      MT  (+/- 180 meters Scaled)
 FE0440
 FE0440                          SUPERSEDED SURVEY CONTROL
 FE0440
 FE0440  NGVD 29 (??/??/??)  165.908  (m)          544.32   (f) ADJUSTED    2 0
 FE0440
 FE0440.Superseded values are not recommended for survey control.
 FE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0440.See file dsdata.txt to determine how the superseded data were derived.
 FE0440
 FE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD924871(NAD 83)
 FE0440_MARKER: DD = SURVEY DISK
 FE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0440_STAMPING: TTN 12 1935
 FE0440_MARK LOGO: USGS  
 FE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0440+STABILITY: SURFACE MOTION
 FE0440
 FE0440  HISTORY     - Date     Condition        Report By
 FE0440  HISTORY     - 1935     MONUMENTED       USGS
 FE0440  HISTORY     - 1962     GOOD             CGS
 FE0440
 FE0440                          STATION DESCRIPTION
 FE0440
 FE0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0440'8.5 MI SE FROM SAVANNAH.
 FE0440'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0440'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0440'8.7 MILES TO A PAVED ROAD AND THE MARK ON THE RIGHT.  THE MARK
 FE0440'IS 47 FT. SOUTH OF A FENCE CORNER, 19 FT. SOUTHEAST OF A 24
 FE0440'INCH OAK TREE AND 2 FT. SOUTH OF A WITNESS POST.  THE MARK IS A
 FE0440'U.S.G.S. BENCH MARK SET IN THE TOP OF A CONCRETE MONUMENT,
 FE0440'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND STAMPED TTN 12,
 FE0440'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0511 ***********************************************************************
 FE0511  DESIGNATION -  TT N 157
 FE0511  PID         -  FE0511
 FE0511  STATE/COUNTY-  TN/MCNAIRY
 FE0511  USGS QUAD   -  MT PETER (1972)
 FE0511
 FE0511                         *CURRENT SURVEY CONTROL
 FE0511  ___________________________________________________________________
 FE0511* NAD 83(1986)-  35 21 30.     (N)    088 35 49.     (W)     SCALED    
 FE0511* NAVD 88     -       131.371  (meters)     431.01   (feet)  ADJUSTED  
 FE0511  ___________________________________________________________________
 FE0511  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0511  DYNAMIC HT  -         131.251 (meters)     430.61  (feet)  COMP
 FE0511  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 FE0511
 FE0511  VERT ORDER  -  FIRST     CLASS II
 FE0511
 FE0511.The horizontal coordinates were scaled from a topographic map and have
 FE0511.an estimated accuracy of +/- 6 seconds.
 FE0511
 FE0511.The orthometric height was determined by differential leveling
 FE0511.and adjusted by the National Geodetic Survey in June 1991..
 FE0511
 FE0511.The geoid height was determined by GEOID03.
 FE0511
 FE0511.The dynamic height is computed by dividing the NAVD 88
 FE0511.geopotential number by the normal gravity value computed on the
 FE0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0511.degrees latitude (g = 980.6199 gals.).
 FE0511
 FE0511.The modeled gravity was interpolated from observed gravity values.
 FE0511
 FE0511;                    North         East    Units  Estimated Accuracy
 FE0511;SPC TN       -   116,860.      364,000.      MT  (+/- 180 meters Scaled)
 FE0511
 FE0511                          SUPERSEDED SURVEY CONTROL
 FE0511
 FE0511  NGVD 29 (??/??/??)  131.381  (m)          431.04   (f) ADJUSTED    1 2
 FE0511
 FE0511.Superseded values are not recommended for survey control.
 FE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0511.See file dsdata.txt to determine how the superseded data were derived.
 FE0511
 FE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE549139(NAD 83)
 FE0511_MARKER: DD = SURVEY DISK
 FE0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0511_STAMPING: TT N 157 1935 T
 FE0511_MARK LOGO: USGS  
 FE0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0511+STABILITY: SURFACE MOTION
 FE0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0511+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0511
 FE0511  HISTORY     - Date     Condition        Report By
 FE0511  HISTORY     - 1935     MONUMENTED       USGS
 FE0511  HISTORY     - 1948     GOOD             CGS
 FE0511  HISTORY     - 1949     GOOD             CGS
 FE0511  HISTORY     - 20020918 GOOD             USACE
 FE0511
 FE0511                          STATION DESCRIPTION
 FE0511
 FE0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0511'AT FINGER.
 FE0511'AT FINGER, ALONG THE GULF, MOBILE AND OHIO RAILROAD, AT A BLACK
 FE0511'TOP ROAD CROSSING, 109.5 FEET NORTHEAST AND ACROSS TRACKS AND
 FE0511'BLACK TOP ROAD FROM THE NORTHEAST CORNER OF THE STATION, 51 FEET
 FE0511'EAST OF THE EAST RAIL OF THE MAIN TRACK, 65 FEET NORTHEAST OF THE
 FE0511'CENTER OF THE CROSSING OF THE MAIN TRACK AND THE BLACK TOP ROAD,
 FE0511'23 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 3 FEET
 FE0511'SOUTHWEST OF A GARDEN FENCE CORNER, 9.5 FEET SOUTHEAST OF A
 FE0511'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 FE0511'2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0511'PROJECTING 4 INCHES.
 FE0511
 FE0511                          STATION RECOVERY (1949)
 FE0511
 FE0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0511'RECOVERED IN GOOD CONDITION.
 FE0511
 FE0511                          STATION RECOVERY (2002)
 FE0511
 FE0511'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0511'THE STATION IS LOCATED IN FINGER, TENNESSEE AT THE JUNCTION OF THE
 FE0511'ILLINOIS CENTRAL RR AND HIGHWAY 199.  MARK IS 22.3 FT (6.8 M) N OF THE
 FE0511'CENTERLINE OF HIGHWAY 199, 51.4 FT (15.7 M) E OF THE E RAIL OF THE E
 FE0511'SET OF RR TRACKS, 16.0 FT (4.9 M) E OF THE CENTERLINE OF A GRAVEL
 FE0511'DRIVEWAY TO A FRAME HOUSE, 55.6 FT (16.9 M) SW OF THE SW CORNER OF THE
 FE0511'FRAME HOUSE AND 7.4 FT (2.3 M) SE OF A POWERPOLE WITH STREET LIGHT AND
 FE0511'A CARSONITE WITNESS POST.  MONUMENT PROJECTS 1 INCH ABOVE GROUND.
 FE0511'DESCRIBED BY MIKE HAMNA, MEM COE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0515 ***********************************************************************
 FE0515  DESIGNATION -  TT N 158
 FE0515  PID         -  FE0515
 FE0515  STATE/COUNTY-  TN/MCNAIRY
 FE0515  USGS QUAD   -  MASSEYVILLE (1961)
 FE0515
 FE0515                         *CURRENT SURVEY CONTROL
 FE0515  ___________________________________________________________________
 FE0515* NAD 83(1986)-  35 18 46.     (N)    088 37 33.     (W)     SCALED    
 FE0515* NAVD 88     -       138.470  (meters)     454.30   (feet)  ADJUSTED  
 FE0515  ___________________________________________________________________
 FE0515  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE0515  DYNAMIC HT  -         138.343 (meters)     453.88  (feet)  COMP
 FE0515  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 FE0515
 FE0515  VERT ORDER  -  FIRST     CLASS II
 FE0515
 FE0515.The horizontal coordinates were scaled from a topographic map and have
 FE0515.an estimated accuracy of +/- 6 seconds.
 FE0515
 FE0515.The orthometric height was determined by differential leveling
 FE0515.and adjusted by the National Geodetic Survey in June 1991..
 FE0515
 FE0515.The geoid height was determined by GEOID03.
 FE0515
 FE0515.The dynamic height is computed by dividing the NAVD 88
 FE0515.geopotential number by the normal gravity value computed on the
 FE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0515.degrees latitude (g = 980.6199 gals.).
 FE0515
 FE0515.The modeled gravity was interpolated from observed gravity values.
 FE0515
 FE0515;                    North         East    Units  Estimated Accuracy
 FE0515;SPC TN       -   111,870.      361,240.      MT  (+/- 180 meters Scaled)
 FE0515
 FE0515                          SUPERSEDED SURVEY CONTROL
 FE0515
 FE0515  NGVD 29 (??/??/??)  138.476  (m)          454.32   (f) ADJUSTED    1 2
 FE0515
 FE0515.Superseded values are not recommended for survey control.
 FE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0515.See file dsdata.txt to determine how the superseded data were derived.
 FE0515
 FE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE522089(NAD 83)
 FE0515_MARKER: DD = SURVEY DISK
 FE0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0515_STAMPING: TT N 158 1935 T
 FE0515_MARK LOGO: USGS  
 FE0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0515+STABILITY: SURFACE MOTION
 FE0515
 FE0515  HISTORY     - Date     Condition        Report By
 FE0515  HISTORY     - 1935     MONUMENTED       USGS
 FE0515  HISTORY     - 1948     GOOD             CGS
 FE0515  HISTORY     - 1949     GOOD             CGS
 FE0515  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0515
 FE0515                          STATION DESCRIPTION
 FE0515
 FE0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0515'AT MCNAIRY.
 FE0515'AT MCNAIRY , ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT
 FE0515'90 YARDS NORTH OF THE PUBLIC ROAD CROSSING AT MCNAIRY , ABOUT 0.1
 FE0515'MILE SOUTH OF MILE POST 359, 82 FEET EAST AND DIRECTLY ACROSS
 FE0515'THE TRACKS FROM THE STATION BUILDING, 267 FEET NORTH OF BENCH
 FE0515'MARK T 158, 50 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 11
 FE0515'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 FE0515'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FE0515'PROJECTING 3 INCHES.  NOTE-- A STEEL POST WITH CONTROL MARKER
 FE0515'SIGN WAS SET 2 FEET SOUTH OF MONUMENT.
 FE0515
 FE0515                          STATION RECOVERY (1949)
 FE0515
 FE0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0515'RECOVERED IN GOOD CONDITION.
 FE0515
 FE0515                          STATION RECOVERY (2002)
 FE0515
 FE0515'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0324 ***********************************************************************
 FE0324  DESIGNATION -  TT N 20
 FE0324  PID         -  FE0324
 FE0324  STATE/COUNTY-  TN/HARDIN
 FE0324  USGS QUAD   -  SAVANNAH (1991)
 FE0324
 FE0324                         *CURRENT SURVEY CONTROL
 FE0324  ___________________________________________________________________
 FE0324* NAD 83(1986)-  35 14 53.     (N)    088 07 57.     (W)     SCALED    
 FE0324* NAVD 88     -       175.374  (meters)     575.37   (feet)  ADJUSTED  
 FE0324  ___________________________________________________________________
 FE0324  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0324  DYNAMIC HT  -         175.214 (meters)     574.85  (feet)  COMP
 FE0324  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 FE0324
 FE0324  VERT ORDER  -  SECOND    CLASS 0
 FE0324
 FE0324.The horizontal coordinates were scaled from a topographic map and have
 FE0324.an estimated accuracy of +/- 6 seconds.
 FE0324
 FE0324.The orthometric height was determined by differential leveling
 FE0324.and adjusted by the National Geodetic Survey in June 1991..
 FE0324
 FE0324.The geoid height was determined by GEOID03.
 FE0324
 FE0324.The dynamic height is computed by dividing the NAVD 88
 FE0324.geopotential number by the normal gravity value computed on the
 FE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0324.degrees latitude (g = 980.6199 gals.).
 FE0324
 FE0324.The modeled gravity was interpolated from observed gravity values.
 FE0324
 FE0324;                    North         East    Units  Estimated Accuracy
 FE0324;SPC TN       -   103,600.      405,930.      MT  (+/- 180 meters Scaled)
 FE0324
 FE0324                          SUPERSEDED SURVEY CONTROL
 FE0324
 FE0324  NGVD 29 (??/??/??)  175.390  (m)          575.43   (f) ADJUSTED    2 0
 FE0324
 FE0324.Superseded values are not recommended for survey control.
 FE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0324.See file dsdata.txt to determine how the superseded data were derived.
 FE0324
 FE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE969011(NAD 83)
 FE0324_MARKER: DD = SURVEY DISK
 FE0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0324_STAMPING: TT 20 N 1935
 FE0324_MARK LOGO: USGS  
 FE0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0324+STABILITY: SURFACE MOTION
 FE0324
 FE0324  HISTORY     - Date     Condition        Report By
 FE0324  HISTORY     - 1935     MONUMENTED       USGS
 FE0324  HISTORY     - 1962     GOOD             TNHD
 FE0324
 FE0324                          STATION DESCRIPTION
 FE0324
 FE0324'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0324'8 MI E FROM SAVANNAH.
 FE0324'FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH, GO EAST ON
 FE0324'U.S. HIGHWAY 64 FOR 7.71 MILES TO THE MARK ON THE RIGHT.  THE
 FE0324'MARK IS 28 FEET SOUTH OF U.S. HIGHWAY 64, 55 FEET WEST OF A
 FE0324'TRACK ROAD LEADING SOUTH AND 18 INCHES NORTH OF A WITNESS POST.
 FE0324'THE MARK IS A STANDARD DISK SET IN TOP OF A 6-INCH SQUARE,
 FE0324'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0290 ***********************************************************************
 FE0290  DESIGNATION -  TT N 6
 FE0290  PID         -  FE0290
 FE0290  STATE/COUNTY-  TN/HARDIN
 FE0290  USGS QUAD   -  COUNCE (1984)
 FE0290
 FE0290                         *CURRENT SURVEY CONTROL
 FE0290  ___________________________________________________________________
 FE0290* NAD 83(1986)-  35 05 40.     (N)    088 18 17.     (W)     SCALED    
 FE0290* NAVD 88     -       121.289  (meters)     397.93   (feet)  ADJUSTED  
 FE0290  ___________________________________________________________________
 FE0290  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0290  DYNAMIC HT  -         121.178 (meters)     397.56  (feet)  COMP
 FE0290  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 FE0290
 FE0290  VERT ORDER  -  FIRST     CLASS II
 FE0290
 FE0290.The horizontal coordinates were scaled from a topographic map and have
 FE0290.an estimated accuracy of +/- 6 seconds.
 FE0290
 FE0290.The orthometric height was determined by differential leveling
 FE0290.and adjusted by the National Geodetic Survey in June 1991..
 FE0290
 FE0290.The geoid height was determined by GEOID03.
 FE0290
 FE0290.The dynamic height is computed by dividing the NAVD 88
 FE0290.geopotential number by the normal gravity value computed on the
 FE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0290.degrees latitude (g = 980.6199 gals.).
 FE0290
 FE0290.The modeled gravity was interpolated from observed gravity values.
 FE0290
 FE0290;                    North         East    Units  Estimated Accuracy
 FE0290;SPC TN       -    86,920.      389,860.      MT  (+/- 180 meters Scaled)
 FE0290
 FE0290                          SUPERSEDED SURVEY CONTROL
 FE0290
 FE0290  NGVD 29 (??/??/??)  121.299  (m)          397.96   (f) ADJUSTED    1 2
 FE0290
 FE0290.Superseded values are not recommended for survey control.
 FE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0290.See file dsdata.txt to determine how the superseded data were derived.
 FE0290
 FE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD810842(NAD 83)
 FE0290_MARKER: DD = SURVEY DISK
 FE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0290_STAMPING: TT N 6 1935
 FE0290_MARK LOGO: USGS  
 FE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0290+STABILITY: SURFACE MOTION
 FE0290
 FE0290  HISTORY     - Date     Condition        Report By
 FE0290  HISTORY     - 1935     MONUMENTED       USGS
 FE0290  HISTORY     - 1949     GOOD             CGS
 FE0290
 FE0290                          STATION DESCRIPTION
 FE0290
 FE0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0290'AT HAMBURG.
 FE0290'AT HAMBURG, HARDIN COUNTY, ON THE COUNCE ROAD, 130 FEET SOUTHWEST
 FE0290'ACROSS THE ROAD FROM THE GENERAL STORE, 93 FEET NORTHWEST OF
 FE0290'THE NORTHWEST CORNER OF A STORAGE SHED, AT THE JUNCTION OF THE
 FE0290'PITTSBURG LANDING ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE
 FE0290'COUNCE ROAD, IN LINE WITH THE CENTERLINE OF THE PITTSBURG LANDING
 FE0290'ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 FE0290'THE JUNCTION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FE0290'STAMPED TT N 6 1935 AND SET IN THE TOP OF A CONCRETE POST
 FE0290'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0287 ***********************************************************************
 FE0287  DESIGNATION -  TT N 7
 FE0287  PID         -  FE0287
 FE0287  STATE/COUNTY-  TN/HARDIN
 FE0287  USGS QUAD   -  COUNCE (1984)
 FE0287
 FE0287                         *CURRENT SURVEY CONTROL
 FE0287  ___________________________________________________________________
 FE0287* NAD 83(1986)-  35 04 28.     (N)    088 17 54.     (W)     SCALED    
 FE0287* NAVD 88     -       119.839  (meters)     393.17   (feet)  ADJUSTED  
 FE0287  ___________________________________________________________________
 FE0287  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE0287  DYNAMIC HT  -         119.729 (meters)     392.81  (feet)  COMP
 FE0287  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FE0287
 FE0287  VERT ORDER  -  FIRST     CLASS II
 FE0287
 FE0287.The horizontal coordinates were scaled from a topographic map and have
 FE0287.an estimated accuracy of +/- 6 seconds.
 FE0287
 FE0287.The orthometric height was determined by differential leveling
 FE0287.and adjusted by the National Geodetic Survey in June 1991..
 FE0287
 FE0287.The geoid height was determined by GEOID03.
 FE0287
 FE0287.The dynamic height is computed by dividing the NAVD 88
 FE0287.geopotential number by the normal gravity value computed on the
 FE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0287.degrees latitude (g = 980.6199 gals.).
 FE0287
 FE0287.The modeled gravity was interpolated from observed gravity values.
 FE0287
 FE0287;                    North         East    Units  Estimated Accuracy
 FE0287;SPC TN       -    84,690.      390,390.      MT  (+/- 180 meters Scaled)
 FE0287
 FE0287                          SUPERSEDED SURVEY CONTROL
 FE0287
 FE0287  NGVD 29 (??/??/??)  119.847  (m)          393.20   (f) ADJUSTED    1 2
 FE0287
 FE0287.Superseded values are not recommended for survey control.
 FE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0287.See file dsdata.txt to determine how the superseded data were derived.
 FE0287
 FE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD816820(NAD 83)
 FE0287_MARKER: DD = SURVEY DISK
 FE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0287_STAMPING: TT N 7 1935
 FE0287_MARK LOGO: USGS  
 FE0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0287+STABILITY: SURFACE MOTION
 FE0287
 FE0287  HISTORY     - Date     Condition        Report By
 FE0287  HISTORY     - 1935     MONUMENTED       USGS
 FE0287  HISTORY     - 1949     GOOD             CGS
 FE0287
 FE0287                          STATION DESCRIPTION
 FE0287
 FE0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0287'1.6 MI S FROM HAMBURG.
 FE0287'1.65 MILES SOUTH ALONG THE COUNCE ROAD FROM THE MAIN ROAD
 FE0287'INTERSECTION AT HAMBURG, HARDIN COUNTY, 240 FEET NORTHWEST OF
 FE0287'THE CENTER OF THE CROSSING OF A POWER-TRANSMISSION LINE, 256
 FE0287'FEET NORTHWEST ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A
 FE0287'STEEL TOWER OF THE TRANSMISSION LINE, AT THE JUNCTION OF A ROAD
 FE0287'LEADING SOUTHWEST, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FE0287'SIDE ROAD, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNCE
 FE0287'ROAD, 49 FEET SOUTH OF THE SOUTHEAST END OF A 14-INCH CORRUGATED-IRON
 FE0287'PIPE CULVERT UNDER THE ROAD SOUTHWEST, 2 FEET SOUTHEAST OF
 FE0287'A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN
 FE0287'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FE0287'TT N 7 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0287'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0547 ***********************************************************************
 FE0547  DESIGNATION -  TT RY 162
 FE0547  PID         -  FE0547
 FE0547  STATE/COUNTY-  TN/MCNAIRY
 FE0547  USGS QUAD   -  PURDY (1984)
 FE0547
 FE0547                         *CURRENT SURVEY CONTROL
 FE0547  ___________________________________________________________________
 FE0547* NAD 83(1986)-  35 07 58.     (N)    088 36 25.     (W)     SCALED    
 FE0547* NAVD 88     -       130.127  (meters)     426.93   (feet)  ADJUSTED  
 FE0547  ___________________________________________________________________
 FE0547  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0547  DYNAMIC HT  -         130.005 (meters)     426.52  (feet)  COMP
 FE0547  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FE0547
 FE0547  VERT ORDER  -  FIRST     CLASS II
 FE0547
 FE0547.The horizontal coordinates were scaled from a topographic map and have
 FE0547.an estimated accuracy of +/- 6 seconds.
 FE0547
 FE0547.The orthometric height was determined by differential leveling
 FE0547.and adjusted by the National Geodetic Survey in June 1991..
 FE0547
 FE0547.The geoid height was determined by GEOID03.
 FE0547
 FE0547.The dynamic height is computed by dividing the NAVD 88
 FE0547.geopotential number by the normal gravity value computed on the
 FE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0547.degrees latitude (g = 980.6199 gals.).
 FE0547
 FE0547.The modeled gravity was interpolated from observed gravity values.
 FE0547
 FE0547;                    North         East    Units  Estimated Accuracy
 FE0547;SPC TN       -    91,860.      362,430.      MT  (+/- 180 meters Scaled)
 FE0547
 FE0547                          SUPERSEDED SURVEY CONTROL
 FE0547
 FE0547  NGVD 29 (??/??/??)  130.121  (m)          426.91   (f) ADJUSTED    1 2
 FE0547
 FE0547.Superseded values are not recommended for survey control.
 FE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0547.See file dsdata.txt to determine how the superseded data were derived.
 FE0547
 FE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD535889(NAD 83)
 FE0547_MARKER: DD = SURVEY DISK
 FE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0547_STAMPING: TT RY 162 1935
 FE0547_MARK LOGO: USGS  
 FE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0547+STABILITY: SURFACE MOTION
 FE0547
 FE0547  HISTORY     - Date     Condition        Report By
 FE0547  HISTORY     - 1935     MONUMENTED       USGS
 FE0547  HISTORY     - 1948     GOOD             CGS
 FE0547  HISTORY     - 1949     GOOD             CGS
 FE0547
 FE0547                          STATION DESCRIPTION
 FE0547
 FE0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0547'2.7 MI SW FROM SELMER.
 FE0547'ABOUT 2.7 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0547'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.25 MILE NORTH OF
 FE0547'MILE POST 345, AT AN ABANDONED PRIVATE ROAD CROSSING, 134 FEET
 FE0547'SOUTH OF THE CENTER WIRE OF A STEEL TOWER POWER TRANSMISSION
 FE0547'LINE CROSSING THE TRACK, 12.2 FEET EAST OF THE EAST RAIL, IN THE
 FE0547'TOP OF THE FILL AND ON THE SOUTH EDGE OF THE ABANDONED ROAD, 2
 FE0547'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 FE0547'THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE0547'GROUND.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTH OF MARKER.
 FE0547
 FE0547                          STATION RECOVERY (1949)
 FE0547
 FE0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1800 ***********************************************************************
 FB1800  DESIGNATION -  TTS 1
 FB1800  PID         -  FB1800
 FB1800  STATE/COUNTY-  TN/SEVIER
 FB1800  USGS QUAD   -  GATLINBURG (1979)
 FB1800
 FB1800                         *CURRENT SURVEY CONTROL
 FB1800  ___________________________________________________________________
 FB1800* NAD 83(1986)-  35 41 15.     (N)    083 32 06.     (W)     SCALED    
 FB1800* NAVD 88     -       445.664  (meters)    1462.15   (feet)  ADJUSTED  
 FB1800  ___________________________________________________________________
 FB1800  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FB1800  DYNAMIC HT  -         445.221 (meters)    1460.70  (feet)  COMP
 FB1800  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FB1800
 FB1800  VERT ORDER  -  SECOND    CLASS 0
 FB1800
 FB1800.The horizontal coordinates were scaled from a topographic map and have
 FB1800.an estimated accuracy of +/- 6 seconds.
 FB1800
 FB1800.The orthometric height was determined by differential leveling
 FB1800.and adjusted by the National Geodetic Survey in June 1991..
 FB1800
 FB1800.The geoid height was determined by GEOID03.
 FB1800
 FB1800.The dynamic height is computed by dividing the NAVD 88
 FB1800.geopotential number by the normal gravity value computed on the
 FB1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1800.degrees latitude (g = 980.6199 gals.).
 FB1800
 FB1800.The modeled gravity was interpolated from observed gravity values.
 FB1800
 FB1800;                    North         East    Units  Estimated Accuracy
 FB1800;SPC TN       -   153,050.      823,090.      MT  (+/- 180 meters Scaled)
 FB1800
 FB1800                          SUPERSEDED SURVEY CONTROL
 FB1800
 FB1800  NGVD 29 (??/??/92)  445.758  (m)         1462.46   (f) ADJ UNCH    2 0
 FB1800
 FB1800.Superseded values are not recommended for survey control.
 FB1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1800.See file dsdata.txt to determine how the superseded data were derived.
 FB1800
 FB1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706522(NAD 83)
 FB1800_MARKER: DD = SURVEY DISK
 FB1800_SETTING: 80 = SET IN A BOULDER
 FB1800_SP_SET: BOULDER
 FB1800_STAMPING: T.T. STA. NO. 1 TN 1928
 FB1800_MARK LOGO: USGS  
 FB1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1800+STABILITY: SURFACE MOTION
 FB1800
 FB1800  HISTORY     - Date     Condition        Report By
 FB1800  HISTORY     - 1928     MONUMENTED       USGS
 FB1800  HISTORY     - 1934     GOOD             NGS
 FB1800
 FB1800                          STATION DESCRIPTION
 FB1800
 FB1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1800'2 MI S FROM GATLINBURG.
 FB1800'2.0 MILES SOUTH ALONG STATE HIGHWAY 71 FROM GATLINBURG, AT THE
 FB1800'JUNCTION OF STATE HIGHWAY 73, 30 FEET WEST OF A CAFE AND SERVICE
 FB1800'STATION, 25 FEET NORTH OF THE NORTH END OF THE BRIDGE OVER LITTLE
 FB1800'PIGEON RIVER, AT THE WEST EDGE OF THE PAVEMENT, IN THE TOP OF A
 FB1800'BOULDER, AND 6 INCHES LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1646 ***********************************************************************
 GB1646  DESIGNATION -  TTS 10 MN
 GB1646  PID         -  GB1646
 GB1646  STATE/COUNTY-  TN/CUMBERLAND
 GB1646  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1646
 GB1646                         *CURRENT SURVEY CONTROL
 GB1646  ___________________________________________________________________
 GB1646* NAD 83(1986)-  36 01 54.     (N)    085 09 43.     (W)     SCALED    
 GB1646* NAVD 88     -       602.713  (meters)    1977.40   (feet)  ADJUSTED  
 GB1646  ___________________________________________________________________
 GB1646  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GB1646  DYNAMIC HT  -         602.153 (meters)    1975.56  (feet)  COMP
 GB1646  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GB1646
 GB1646  VERT ORDER  -  SECOND    CLASS 0
 GB1646
 GB1646.The horizontal coordinates were scaled from a topographic map and have
 GB1646.an estimated accuracy of +/- 6 seconds.
 GB1646
 GB1646.The orthometric height was determined by differential leveling
 GB1646.and adjusted by the National Geodetic Survey in June 1991..
 GB1646
 GB1646.The geoid height was determined by GEOID03.
 GB1646
 GB1646.The dynamic height is computed by dividing the NAVD 88
 GB1646.geopotential number by the normal gravity value computed on the
 GB1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1646.degrees latitude (g = 980.6199 gals.).
 GB1646
 GB1646.The modeled gravity was interpolated from observed gravity values.
 GB1646
 GB1646;                    North         East    Units  Estimated Accuracy
 GB1646;SPC TN       -   188,750.      675,530.      MT  (+/- 180 meters Scaled)
 GB1646
 GB1646                          SUPERSEDED SURVEY CONTROL
 GB1646
 GB1646  NGVD 29 (??/??/92)  602.746  (m)         1977.51   (f) ADJ UNCH    2 0
 GB1646
 GB1646.Superseded values are not recommended for survey control.
 GB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1646.See file dsdata.txt to determine how the superseded data were derived.
 GB1646
 GB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE656890(NAD 83)
 GB1646_MARKER: DD = SURVEY DISK
 GB1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1646_STAMPING: TT 10 MN 1935
 GB1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1646+STABILITY: SURFACE MOTION
 GB1646
 GB1646  HISTORY     - Date     Condition        Report By
 GB1646  HISTORY     - 1935     MONUMENTED       USGS
 GB1646  HISTORY     - 1935     GOOD             NGS
 GB1646
 GB1646                          STATION DESCRIPTION
 GB1646
 GB1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1646'2.6 MI SE FROM MAYLAND.
 GB1646'2.6 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1646'STATION AT MAYLAND, CUMBERLAND COUNTY, 55 FEET NORTH OF THE
 GB1646'CENTER LINE OF STATE HIGHAY 24, 26 FEET SOUTH OF THE SOUTH RAIL,
 GB1646'AND ABOUT 8 FEET HIGHER THAN THE RAIL.  A UNITED STATES GEOLOGICAL
 GB1646'SURVEY STANDARD DISK, STAMPED T T 10 M N 1935 AND SET IN THE TOP
 GB1646'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2016 ***********************************************************************
 FB2016  DESIGNATION -  TTS 10 SH
 FB2016  PID         -  FB2016
 FB2016  STATE/COUNTY-  TN/BLOUNT
 FB2016  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2016
 FB2016                         *CURRENT SURVEY CONTROL
 FB2016  ___________________________________________________________________
 FB2016* NAD 83(1986)-  35 38 41.     (N)    083 59 24.     (W)     SCALED    
 FB2016* NAVD 88     -       300.46   (+/-2cm)     985.8    (feet)  VERTCON   
 FB2016  ___________________________________________________________________
 FB2016  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2016
 FB2016  VERT ORDER  -  ? (See Below)
 FB2016
 FB2016.The horizontal coordinates were scaled from a topographic map and have
 FB2016.an estimated accuracy of +/- 6 seconds.
 FB2016
 FB2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2016.The vertical order pertains to the NGVD 29 superseded value.
 FB2016
 FB2016.The geoid height was determined by GEOID03.
 FB2016
 FB2016;                    North         East    Units  Estimated Accuracy
 FB2016;SPC TN       -   147,370.      782,020.      MT  (+/- 180 meters Scaled)
 FB2016
 FB2016                          SUPERSEDED SURVEY CONTROL
 FB2016
 FB2016  NGVD 29 (??/??/92)  300.575  (m)          986.14   (f) ADJ UNCH    ?  
 FB2016
 FB2016.Superseded values are not recommended for survey control.
 FB2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2016.See file dsdata.txt to determine how the superseded data were derived.
 FB2016
 FB2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV292486(NAD 83)
 FB2016_MARKER: DD = SURVEY DISK
 FB2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2016_STAMPING: TT 10 SH 1934
 FB2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2016+STABILITY: SURFACE MOTION
 FB2016
 FB2016  HISTORY     - Date     Condition        Report By
 FB2016  HISTORY     - 1934     MONUMENTED       USGS
 FB2016  HISTORY     - 1938     GOOD             NGS
 FB2016
 FB2016                          STATION DESCRIPTION
 FB2016
 FB2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FB2016'8 MI S FROM MARYVILLE.
 FB2016'8 MILES SOUTH (AIR LINE) FROM MARYVILLE, 2.1 MILES SOUTHWEST ALONG
 FB2016'OLD PINEY ROAD FROM SIXMILE, AT A ROAD INTERSECTION, 162 FEET
 FB2016'SOUTHWEST OF THE ROAD LEADING SOUTHEAST, 63 FEET NORTHWEST OF THE
 FB2016'SOUTHWEST CORNER OF THE W.L. HOLDEN HOUSE, AND 23 FEET SOUTHEAST
 FB2016'OF THE CENTERLINE OF OLD PINEY ROAD.  A UNITED STATES GEOLOGICAL
 FB2016'SURVEY STANDARD DISK, STAMPED TT 10 SH 1934 AND SET IN THE TOP OF
 FB2016'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0075 ***********************************************************************
 GC0075  DESIGNATION -  TTS 10 T
 GC0075  PID         -  GC0075
 GC0075  STATE/COUNTY-  TN/MACON
 GC0075  USGS QUAD   -  LAFAYETTE (1983)
 GC0075
 GC0075                         *CURRENT SURVEY CONTROL
 GC0075  ___________________________________________________________________
 GC0075* NAD 83(1986)-  36 31 15.     (N)    086 01 32.     (W)     SCALED    
 GC0075* NAVD 88     -       293.497  (meters)     962.91   (feet)  ADJUSTED  
 GC0075  ___________________________________________________________________
 GC0075  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC0075  DYNAMIC HT  -         293.252 (meters)     962.11  (feet)  COMP
 GC0075  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC0075
 GC0075  VERT ORDER  -  SECOND    CLASS 0
 GC0075
 GC0075.The horizontal coordinates were scaled from a topographic map and have
 GC0075.an estimated accuracy of +/- 6 seconds.
 GC0075
 GC0075.The orthometric height was determined by differential leveling
 GC0075.and adjusted by the National Geodetic Survey in June 1991..
 GC0075
 GC0075.The geoid height was determined by GEOID03.
 GC0075
 GC0075.The dynamic height is computed by dividing the NAVD 88
 GC0075.geopotential number by the normal gravity value computed on the
 GC0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0075.degrees latitude (g = 980.6199 gals.).
 GC0075
 GC0075.The modeled gravity was interpolated from observed gravity values.
 GC0075
 GC0075;                    North         East    Units  Estimated Accuracy
 GC0075;SPC TN       -   242,710.      597,710.      MT  (+/- 180 meters Scaled)
 GC0075
 GC0075                          SUPERSEDED SURVEY CONTROL
 GC0075
 GC0075  NGVD 29 (??/??/92)  293.581  (m)          963.19   (f) ADJ UNCH    2 0
 GC0075
 GC0075.Superseded values are not recommended for survey control.
 GC0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0075.See file dsdata.txt to determine how the superseded data were derived.
 GC0075
 GC0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF872421(NAD 83)
 GC0075_MARKER: DD = SURVEY DISK
 GC0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0075_STAMPING: TT STA NO 10 T 1927
 GC0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0075+STABILITY: SURFACE MOTION
 GC0075
 GC0075  HISTORY     - Date     Condition        Report By
 GC0075  HISTORY     - 1927     MONUMENTED       USGS
 GC0075  HISTORY     - 1954     GOOD             NGS
 GC0075
 GC0075                          STATION DESCRIPTION
 GC0075
 GC0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0075'AT LAFAYETTE.
 GC0075'AT LAFAYETTE, MACON COUNTY, AT THE COUNTY COURTHOUSE, 45 FEET
 GC0075'NORTH OF THE NORTHEAST CORNER OF THE BUILDING, IN THE NORTHEAST
 GC0075'CORNER OF THE LAWN, 15 FEET NORTH OF A 30-INCH TREE, AND 2.2
 GC0075'FEET SOUTH OF THE CONCRETE CURB.  A UNITED STATES GEOLOGICAL
 GC0075'SURVEY STANDARD DISK, STAMPED T T STA NO 10 T 1927 AND SET IN
 GC0075'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2029 ***********************************************************************
 FB2029  DESIGNATION -  TTS 10 TN
 FB2029  PID         -  FB2029
 FB2029  STATE/COUNTY-  TN/BLOUNT
 FB2029  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2029
 FB2029                         *CURRENT SURVEY CONTROL
 FB2029  ___________________________________________________________________
 FB2029* NAD 83(1986)-  35 43 37.     (N)    083 48 49.     (W)     SCALED    
 FB2029* NAVD 88     -       283.00   (+/-2cm)     928.5    (feet)  VERTCON   
 FB2029  ___________________________________________________________________
 FB2029  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB2029
 FB2029  VERT ORDER  -  ? (See Below)
 FB2029
 FB2029.The horizontal coordinates were scaled from a topographic map and have
 FB2029.an estimated accuracy of +/- 6 seconds.
 FB2029
 FB2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2029.The vertical order pertains to the NGVD 29 superseded value.
 FB2029
 FB2029.The geoid height was determined by GEOID03.
 FB2029
 FB2029;                    North         East    Units  Estimated Accuracy
 FB2029;SPC TN       -   156,830.      797,780.      MT  (+/- 180 meters Scaled)
 FB2029
 FB2029                          SUPERSEDED SURVEY CONTROL
 FB2029
 FB2029  NGVD 29 (??/??/92)  283.114  (m)          928.85   (f) ADJ UNCH    ?  
 FB2029
 FB2029.Superseded values are not recommended for survey control.
 FB2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2029.See file dsdata.txt to determine how the superseded data were derived.
 FB2029
 FB2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV455573(NAD 83)
 FB2029_MARKER: DD = SURVEY DISK
 FB2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2029_STAMPING: TT STATION NO 10 TN 1928
 FB2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2029+STABILITY: SURFACE MOTION
 FB2029
 FB2029  HISTORY     - Date     Condition        Report By
 FB2029  HISTORY     - 1928     MONUMENTED       USGS
 FB2029  HISTORY     - 1938     GOOD             TVA
 FB2029
 FB2029                          STATION DESCRIPTION
 FB2029
 FB2029'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2029'AT WALLAND.
 FB2029'AT WALLAND, 110 FEET WEST AND 10 FEET SOUTH OF A ROAD FORK,
 FB2029'AT A TANNERY, 30 FEET NORTH OF THE CENTERLINE OF A ROAD THROUGH
 FB2029'THE TANNERY LOT, AND 10 FEET NORTH AND 10 FEET EAST OF THE
 FB2029'SOUTHEAST CORNER OF THE TANNERY BUILDING.  A UNITED STATES
 FB2029'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT STATION NO 10 TN
 FB2029'1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0875 ***********************************************************************
 GA0875  DESIGNATION -  TTS 12 R
 GA0875  PID         -  GA0875
 GA0875  STATE/COUNTY-  TN/GREENE
 GA0875  USGS QUAD   -  MOSHEIM (1971)
 GA0875
 GA0875                         *CURRENT SURVEY CONTROL
 GA0875  ___________________________________________________________________
 GA0875* NAD 83(1986)-  36 14 37.     (N)    082 54 34.     (W)     SCALED    
 GA0875* NAVD 88     -       352.903  (meters)    1157.82   (feet)  ADJUSTED  
 GA0875  ___________________________________________________________________
 GA0875  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0875  DYNAMIC HT  -         352.574 (meters)    1156.74  (feet)  COMP
 GA0875  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 GA0875
 GA0875  VERT ORDER  -  SECOND    CLASS 0
 GA0875
 GA0875.The horizontal coordinates were scaled from a topographic map and have
 GA0875.an estimated accuracy of +/- 6 seconds.
 GA0875
 GA0875.The orthometric height was determined by differential leveling
 GA0875.and adjusted by the National Geodetic Survey in June 1991..
 GA0875
 GA0875.The geoid height was determined by GEOID03.
 GA0875
 GA0875.The dynamic height is computed by dividing the NAVD 88
 GA0875.geopotential number by the normal gravity value computed on the
 GA0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0875.degrees latitude (g = 980.6199 gals.).
 GA0875
 GA0875.The modeled gravity was interpolated from observed gravity values.
 GA0875
 GA0875;                    North         East    Units  Estimated Accuracy
 GA0875;SPC TN       -   216,330.      877,740.      MT  (+/- 180 meters Scaled)
 GA0875
 GA0875                          SUPERSEDED SURVEY CONTROL
 GA0875
 GA0875  NGVD 29 (??/??/92)  353.044  (m)         1158.28   (f) ADJ UNCH    2 0
 GA0875
 GA0875.Superseded values are not recommended for survey control.
 GA0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0875.See file dsdata.txt to determine how the superseded data were derived.
 GA0875
 GA0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA284126(NAD 83)
 GA0875_MARKER: DD = SURVEY DISK
 GA0875_SETTING: 66 = SET IN ROCK OUTCROP
 GA0875_SP_SET: ROCK OUTCROP
 GA0875_STAMPING: TT 12 R 1934
 GA0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0875+STABILITY: POSITION/ELEVATION WELL
 GA0875
 GA0875  HISTORY     - Date     Condition        Report By
 GA0875  HISTORY     - 1934     MONUMENTED       USGS
 GA0875  HISTORY     - 1935     GOOD             NGS
 GA0875  HISTORY     - 1950     GOOD             TVA
 GA0875
 GA0875                          STATION DESCRIPTION
 GA0875
 GA0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0875'AT ALBANY.
 GA0875'AT ALBANY, GREENE COUNTY, ON THE LOCUST SPRING ROAD, 90 YARDS
 GA0875'EAST OF THE ALBANY GENERAL STORE, 30 FEET NORTH OF THE CENTERLINE
 GA0875'OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, 1-1/2 FEET HIGHER
 GA0875'THAN THE ROAD.  AND 25 FEET NORTH OF THE CENTER OF THE ROAD,
 GA0875'2.5 FEET NORTH OF STEEL WITNESS POST.  A U.S. GEOLOGICAL SURVEY
 GA0875'STANDARD DISK, STAMPED TT 12 R 1934.
 GA0875
 GA0875                          STATION RECOVERY (1950)
 GA0875
 GA0875'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0867 ***********************************************************************
 GA0867  DESIGNATION -  TTS 13 B
 GA0867  PID         -  GA0867
 GA0867  STATE/COUNTY-  TN/GREENE
 GA0867  USGS QUAD   -  MOSHEIM (1971)
 GA0867
 GA0867                         *CURRENT SURVEY CONTROL
 GA0867  ___________________________________________________________________
 GA0867* NAD 83(1986)-  36 11 20.     (N)    082 57 45.     (W)     SCALED    
 GA0867* NAVD 88     -       394.507  (meters)    1294.31   (feet)  ADJUSTED  
 GA0867  ___________________________________________________________________
 GA0867  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0867  DYNAMIC HT  -         394.139 (meters)    1293.10  (feet)  COMP
 GA0867  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 GA0867
 GA0867  VERT ORDER  -  SECOND    CLASS 0
 GA0867
 GA0867.The horizontal coordinates were scaled from a topographic map and have
 GA0867.an estimated accuracy of +/- 6 seconds.
 GA0867
 GA0867.The orthometric height was determined by differential leveling
 GA0867.and adjusted by the National Geodetic Survey in June 1991..
 GA0867
 GA0867.The geoid height was determined by GEOID03.
 GA0867
 GA0867.The dynamic height is computed by dividing the NAVD 88
 GA0867.geopotential number by the normal gravity value computed on the
 GA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0867.degrees latitude (g = 980.6199 gals.).
 GA0867
 GA0867.The modeled gravity was interpolated from observed gravity values.
 GA0867
 GA0867;                    North         East    Units  Estimated Accuracy
 GA0867;SPC TN       -   210,110.      873,170.      MT  (+/- 180 meters Scaled)
 GA0867
 GA0867                          SUPERSEDED SURVEY CONTROL
 GA0867
 GA0867  NGVD 29 (??/??/92)  394.654  (m)         1294.79   (f) ADJ UNCH    2 0
 GA0867
 GA0867.Superseded values are not recommended for survey control.
 GA0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0867.See file dsdata.txt to determine how the superseded data were derived.
 GA0867
 GA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA235066(NAD 83)
 GA0867_MARKER: DD = SURVEY DISK
 GA0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0867_STAMPING: TT 13 B 1934
 GA0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0867+STABILITY: SURFACE MOTION
 GA0867
 GA0867  HISTORY     - Date     Condition        Report By
 GA0867  HISTORY     - 1934     MONUMENTED       USGS
 GA0867  HISTORY     - 1935     GOOD             NGS
 GA0867  HISTORY     - 1950     GOOD             TVA
 GA0867
 GA0867                          STATION DESCRIPTION
 GA0867
 GA0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0867'AT MOSHEIM.
 GA0867'AT MOSHEIM, GREENE COUNTY, ON THE MIDWAY ROAD, AT THE F.S. BUTLER
 GA0867'RESIDENCE, 35 FEET W. OF THE W. SIDE OF THE HOUSE, 15 FEET S.
 GA0867'OF THE CENTERLINE OF THE ROAD, 6 FEET W. OF A WIRE FENCE, AND
 GA0867'2 1/2 FEET HIGHER THAN THE ROAD.  A USGS STANDARD DISK, STAMPED
 GA0867'TT 13 B 1934 AND SET IN THE TOP OF A CONCRETE POST.  169
 GA0867'FEET SOUTHWEST OF SOUTHWEST CORNER OF MOSHEIM M.E. CHURCH,
 GA0867'68.8 FEET SOUTH SOUTHEAST OF AN 8 INCH LOCUST TREE IN FRONT OF
 GA0867'A 2-STORY WHITE HOUSE, 55 FEET SOUTHEAST OF Y ROAD JJ, 36.6
 GA0867'FEET NORTHWEST OF NORTHWEST CORNER OF 1 1/2 STORY WHITE HOUSE, 17
 GA0867'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 8.2 FEET WEST
 GA0867'NORTHWEST OF RURITON NATIONAL SIGNPOST.
 GA0867
 GA0867                          STATION RECOVERY (1950)
 GA0867
 GA0867'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1811 ***********************************************************************
 GB1811  DESIGNATION -  TTS 14 T
 GB1811  PID         -  GB1811
 GB1811  STATE/COUNTY-  TN/MACON
 GB1811  USGS QUAD   -  WILLETTE (1968)
 GB1811
 GB1811                         *CURRENT SURVEY CONTROL
 GB1811  ___________________________________________________________________
 GB1811* NAD 83(1986)-  36 29 18.     (N)    085 52 26.     (W)     SCALED    
 GB1811* NAVD 88     -       310.413  (meters)    1018.41   (feet)  POSTED    
 GB1811  ___________________________________________________________________
 GB1811  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB1811  DYNAMIC HT  -         310.150 (meters)    1017.55  (feet)  COMP
 GB1811  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GB1811
 GB1811  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1811
 GB1811.The horizontal coordinates were scaled from a topographic map and have
 GB1811.an estimated accuracy of +/- 6 seconds.
 GB1811
 GB1811.The orthometric height was determined by differential leveling
 GB1811.and adjusted by the National Geodetic Survey in 1992..
 GB1811.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1811.rate of 0.0 thru 1.0 mm/km.
 GB1811
 GB1811.The geoid height was determined by GEOID03.
 GB1811
 GB1811.The dynamic height is computed by dividing the NAVD 88
 GB1811.geopotential number by the normal gravity value computed on the
 GB1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1811.degrees latitude (g = 980.6199 gals.).
 GB1811
 GB1811.The modeled gravity was interpolated from observed gravity values.
 GB1811
 GB1811;                    North         East    Units  Estimated Accuracy
 GB1811;SPC TN       -   239,110.      611,300.      MT  (+/- 180 meters Scaled)
 GB1811
 GB1811                          SUPERSEDED SURVEY CONTROL
 GB1811
 GB1811  NGVD 29 (??/??/92)  310.506  (m)         1018.72   (f) ADJ UNCH    2 0
 GB1811
 GB1811.Superseded values are not recommended for survey control.
 GB1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1811.See file dsdata.txt to determine how the superseded data were derived.
 GB1811
 GB1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF008387(NAD 83)
 GB1811_MARKER: DD = SURVEY DISK
 GB1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1811_STAMPING: TT STA NO 14 T 1927
 GB1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1811+STABILITY: SURFACE MOTION
 GB1811
 GB1811  HISTORY     - Date     Condition        Report By
 GB1811  HISTORY     - 1927     MONUMENTED       USGS
 GB1811  HISTORY     - 1935     GOOD             NGS
 GB1811
 GB1811                          STATION DESCRIPTION
 GB1811
 GB1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1811'3.5 MI SW FROM RED BOILING SPRINGS.
 GB1811'3.5 MILES SOUTHWEST ALONG STATE HIGHWAYS 52 AND 56 FROM RED BOILING
 GB1811'SPRINGS, MACON COUNTY, 48 FEET NORTH OF A GENERAL STORE OWNED IN
 GB1811'1935 BY S.W. KEMP, AT A DIRT-ROAD INTERSECTION, 32.5 FEET WEST OF
 GB1811'THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTH OF THE CENTERLINE
 GB1811'OF THE DIRT ROAD.  AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A UNITED
 GB1811'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT STA NO 14 T 1927
 GB1811'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1674 ***********************************************************************
 GC1674  DESIGNATION -  TTS 14 W
 GC1674  PID         -  GC1674
 GC1674  STATE/COUNTY-  TN/MONTGOMERY
 GC1674  USGS QUAD   -  NEEDMORE (1983)
 GC1674
 GC1674                         *CURRENT SURVEY CONTROL
 GC1674  ___________________________________________________________________
 GC1674* NAD 83(1986)-  36 26 42.     (N)    087 32 18.     (W)     SCALED    
 GC1674* NAVD 88     -       114.837  (meters)     376.76   (feet)  ADJUSTED  
 GC1674  ___________________________________________________________________
 GC1674  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC1674  DYNAMIC HT  -         114.740 (meters)     376.44  (feet)  COMP
 GC1674  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC1674
 GC1674  VERT ORDER  -  SECOND    CLASS 0
 GC1674
 GC1674.The horizontal coordinates were scaled from a topographic map and have
 GC1674.an estimated accuracy of +/- 6 seconds.
 GC1674
 GC1674.The orthometric height was determined by differential leveling
 GC1674.and adjusted by the National Geodetic Survey in June 1991..
 GC1674
 GC1674.The geoid height was determined by GEOID03.
 GC1674
 GC1674.The dynamic height is computed by dividing the NAVD 88
 GC1674.geopotential number by the normal gravity value computed on the
 GC1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1674.degrees latitude (g = 980.6199 gals.).
 GC1674
 GC1674.The modeled gravity was interpolated from observed gravity values.
 GC1674
 GC1674;                    North         East    Units  Estimated Accuracy
 GC1674;SPC TN       -   235,380.      462,090.      MT  (+/- 180 meters Scaled)
 GC1674
 GC1674                          SUPERSEDED SURVEY CONTROL
 GC1674
 GC1674  NGVD 29 (??/??/92)  114.892  (m)          376.94   (f) ADJ UNCH    2 0
 GC1674
 GC1674.Superseded values are not recommended for survey control.
 GC1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1674.See file dsdata.txt to determine how the superseded data were derived.
 GC1674
 GC1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF517334(NAD 83)
 GC1674_MARKER: DD = SURVEY DISK
 GC1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1674_SP_SET: CULVERT
 GC1674_STAMPING: 377.194
 GC1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1674
 GC1674  HISTORY     - Date     Condition        Report By
 GC1674  HISTORY     - UNK      MONUMENTED       USGS
 GC1674  HISTORY     - 1935     GOOD             NGS
 GC1674
 GC1674                          STATION DESCRIPTION
 GC1674
 GC1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1674'1.5 MI W FROM CORBANDALE.
 GC1674'1.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1674'CORBANDALE, MONTGOMERY COUNTY, 200 YARDS SOUTHWEST OF MILEPOST
 GC1674'192, 85 YARDS SOUTHWEST OF A FARMROAD CROSSING, AT A CONCRETE
 GC1674'CULVERT, AND IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GC1674'CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GC1674'DISK, STAMPED 377.194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1148 ***********************************************************************
 FB1148  DESIGNATION -  TTS 16 G
 FB1148  PID         -  FB1148
 FB1148  STATE/COUNTY-  TN/SEVIER
 FB1148  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1148
 FB1148                         *CURRENT SURVEY CONTROL
 FB1148  ___________________________________________________________________
 FB1148* NAD 83(1986)-  35 52 25.     (N)    083 27 32.     (W)     SCALED    
 FB1148* NAVD 88     -       347.021  (meters)    1138.52   (feet)  ADJUSTED  
 FB1148  ___________________________________________________________________
 FB1148  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1148  DYNAMIC HT  -         346.693 (meters)    1137.44  (feet)  COMP
 FB1148  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FB1148
 FB1148  VERT ORDER  -  SECOND    CLASS 0
 FB1148
 FB1148.The horizontal coordinates were scaled from a topographic map and have
 FB1148.an estimated accuracy of +/- 6 seconds.
 FB1148
 FB1148.The orthometric height was determined by differential leveling
 FB1148.and adjusted by the National Geodetic Survey in June 1991..
 FB1148
 FB1148.The geoid height was determined by GEOID03.
 FB1148
 FB1148.The dynamic height is computed by dividing the NAVD 88
 FB1148.geopotential number by the normal gravity value computed on the
 FB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1148.degrees latitude (g = 980.6199 gals.).
 FB1148
 FB1148.The modeled gravity was interpolated from observed gravity values.
 FB1148
 FB1148;                    North         East    Units  Estimated Accuracy
 FB1148;SPC TN       -   173,870.      829,440.      MT  (+/- 180 meters Scaled)
 FB1148
 FB1148                          SUPERSEDED SURVEY CONTROL
 FB1148
 FB1148  NGVD 29 (??/??/92)  347.164  (m)         1138.99   (f) ADJ UNCH    2 0
 FB1148
 FB1148.Superseded values are not recommended for survey control.
 FB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1148.See file dsdata.txt to determine how the superseded data were derived.
 FB1148
 FB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV780727(NAD 83)
 FB1148_MARKER: DD = SURVEY DISK
 FB1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1148_STAMPING: TT STA 16 G 1934
 FB1148_MARK LOGO: USGS  
 FB1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1148+STABILITY: SURFACE MOTION
 FB1148
 FB1148  HISTORY     - Date     Condition        Report By
 FB1148  HISTORY     - 1934     MONUMENTED       USGS
 FB1148  HISTORY     - 1934     GOOD             NGS
 FB1148
 FB1148                          STATION DESCRIPTION
 FB1148
 FB1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1148'7.6 MI E FROM SEVIERVILLE.
 FB1148'7.6 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 FB1148'SEVIERVILLE, SEVIER COUNTY, 57 YARDS WEST OF THE CROSSING OF A
 FB1148'POWERLINE POLE, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 FB1148'IN A FENCE CORNER, 1 FOOT HIGHER THAN THE HIGHWAY AND 1 FOOT NORTH
 FB1148'OF STEEL WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1148'DISK, STAMPED TT STA 16 G 1934 AND RIVETED ON THE TOP OF A
 FB1148'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0158 ***********************************************************************
 FC0158  DESIGNATION -  TTS 17
 FC0158  PID         -  FC0158
 FC0158  STATE/COUNTY-  TN/BLOUNT
 FC0158  USGS QUAD   -  TALLASSEE (1985)
 FC0158
 FC0158                         *CURRENT SURVEY CONTROL
 FC0158  ___________________________________________________________________
 FC0158* NAD 83(1986)-  35 33 24.     (N)    084 00 38.     (W)     SCALED    
 FC0158* NAVD 88     -       258.308  (meters)     847.47   (feet)  ADJUSTED  
 FC0158  ___________________________________________________________________
 FC0158  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC0158  DYNAMIC HT  -         258.059 (meters)     846.65  (feet)  COMP
 FC0158  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 FC0158
 FC0158  VERT ORDER  -  FIRST     CLASS II
 FC0158
 FC0158.The horizontal coordinates were scaled from a topographic map and have
 FC0158.an estimated accuracy of +/- 6 seconds.
 FC0158
 FC0158.The orthometric height was determined by differential leveling
 FC0158.and adjusted by the National Geodetic Survey in June 1991..
 FC0158
 FC0158.The geoid height was determined by GEOID03.
 FC0158
 FC0158.The dynamic height is computed by dividing the NAVD 88
 FC0158.geopotential number by the normal gravity value computed on the
 FC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0158.degrees latitude (g = 980.6199 gals.).
 FC0158
 FC0158.The modeled gravity was interpolated from observed gravity values.
 FC0158
 FC0158;                    North         East    Units  Estimated Accuracy
 FC0158;SPC TN       -   137,560.      780,360.      MT  (+/- 180 meters Scaled)
 FC0158
 FC0158                          SUPERSEDED SURVEY CONTROL
 FC0158
 FC0158  NGVD 29 (??/??/92)  258.426  (m)          847.85   (f) ADJ UNCH    1 2
 FC0158
 FC0158.Superseded values are not recommended for survey control.
 FC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0158.See file dsdata.txt to determine how the superseded data were derived.
 FC0158
 FC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE709388(NAD 83)
 FC0158_MARKER: DB = BENCH MARK DISK
 FC0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0158_STAMPING: TT NO 17 1928
 FC0158_MARK LOGO: USGS  
 FC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0158+STABILITY: SURFACE MOTION
 FC0158
 FC0158  HISTORY     - Date     Condition        Report By
 FC0158  HISTORY     - 1928     MONUMENTED       USGS
 FC0158  HISTORY     - 1934     GOOD             NGS
 FC0158  HISTORY     - 1934     GOOD             NGS
 FC0158  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0158
 FC0158                          STATION DESCRIPTION
 FC0158
 FC0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0158'AT CHILHOWEE.
 FC0158'AT CHILHOWEE, BLOUNT COUNTY, ABOUT 200 FEET EAST OF THE ABANDONED
 FC0158'SOUTHERN RAILWAY STATION, ABOUT 200 FEET NORTH OF THE TRACK,
 FC0158'50 FEET SOUTHEAST OF THE SOUTH CORNER OF TIPTON BROS. NEW GENERAL
 FC0158'STORE, AND AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 FC0158'SURVEY STANDARD DISK, STAMPED TT NO. 17 1928 AND SET IN THE
 FC0158'TOP OF A CONCRETE POST.
 FC0158
 FC0158                          STATION RECOVERY (1934)
 FC0158
 FC0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FC0158'RECOVERED IN GOOD CONDITION.
 FC0158
 FC0158                          STATION RECOVERY (1983)
 FC0158
 FC0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1322 ***********************************************************************
 GC1322  DESIGNATION -  TTS 19 D
 GC1322  PID         -  GC1322
 GC1322  STATE/COUNTY-  TN/CHEATHAM
 GC1322  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1322
 GC1322                         *CURRENT SURVEY CONTROL
 GC1322  ___________________________________________________________________
 GC1322* NAD 83(1986)-  36 06 00.     (N)    087 03 03.     (W)     SCALED    
 GC1322* NAVD 88     -       165.896  (meters)     544.28   (feet)  ADJUSTED  
 GC1322  ___________________________________________________________________
 GC1322  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1322  DYNAMIC HT  -         165.754 (meters)     543.81  (feet)  COMP
 GC1322  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 GC1322
 GC1322  VERT ORDER  -  FIRST     CLASS II
 GC1322
 GC1322.The horizontal coordinates were scaled from a topographic map and have
 GC1322.an estimated accuracy of +/- 6 seconds.
 GC1322
 GC1322.The orthometric height was determined by differential leveling
 GC1322.and adjusted by the National Geodetic Survey in June 1991..
 GC1322
 GC1322.The geoid height was determined by GEOID03.
 GC1322
 GC1322.The dynamic height is computed by dividing the NAVD 88
 GC1322.geopotential number by the normal gravity value computed on the
 GC1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1322.degrees latitude (g = 980.6199 gals.).
 GC1322
 GC1322.The modeled gravity was interpolated from observed gravity values.
 GC1322
 GC1322;                    North         East    Units  Estimated Accuracy
 GC1322;SPC TN       -   196,520.      505,380.      MT  (+/- 180 meters Scaled)
 GC1322
 GC1322                          SUPERSEDED SURVEY CONTROL
 GC1322
 GC1322  NGVD 29 (??/??/92)  165.919  (m)          544.35   (f) ADJ UNCH    1 2
 GC1322
 GC1322.Superseded values are not recommended for survey control.
 GC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1322.See file dsdata.txt to determine how the superseded data were derived.
 GC1322
 GC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE954950(NAD 83)
 GC1322_MARKER: DD = SURVEY DISK
 GC1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1322_STAMPING: 544.608 TT STA NO 19 D 1929
 GC1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1322+STABILITY: SURFACE MOTION
 GC1322
 GC1322  HISTORY     - Date     Condition        Report By
 GC1322  HISTORY     - 1929     MONUMENTED       USGS
 GC1322  HISTORY     - 1948     GOOD             NGS
 GC1322
 GC1322                          STATION DESCRIPTION
 GC1322
 GC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1322'AT PEGRAM.
 GC1322'AT PEGRAM, BETWEEN THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS
 GC1322'RAILWAY AND U.S. HIGHWAY 70, AT A ROAD CROSSING, ABOUT 40 YARDS
 GC1322'NORTH AND ACROSS THE CROSSING FROM THE STATION, 40.5 FEET
 GC1322'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 61 FEET
 GC1322'WEST OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTHWEST OF THE CENTER
 GC1322'LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF POLE NO. 19+30, 35.5
 GC1322'FEET EAST OF THE EAST CORNER OF A TELEPHONE BOX, 1.5 FEET WEST
 GC1322'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND
 GC1322'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1938 ***********************************************************************
 FB1938  DESIGNATION -  TTS 2 SH
 FB1938  PID         -  FB1938
 FB1938  STATE/COUNTY-  TN/BLOUNT
 FB1938  USGS QUAD   -  MARYVILLE (1979)
 FB1938
 FB1938                         *CURRENT SURVEY CONTROL
 FB1938  ___________________________________________________________________
 FB1938* NAD 83(1986)-  35 49 15.     (N)    083 53 20.     (W)     SCALED    
 FB1938* NAVD 88     -       272.23   (+/-2cm)     893.1    (feet)  VERTCON   
 FB1938  ___________________________________________________________________
 FB1938  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB1938
 FB1938  VERT ORDER  -  ? (See Below)
 FB1938
 FB1938.The horizontal coordinates were scaled from a topographic map and have
 FB1938.an estimated accuracy of +/- 6 seconds.
 FB1938
 FB1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1938.The vertical order pertains to the NGVD 29 superseded value.
 FB1938
 FB1938.The geoid height was determined by GEOID03.
 FB1938
 FB1938;                    North         East    Units  Estimated Accuracy
 FB1938;SPC TN       -   167,090.      790,750.      MT  (+/- 180 meters Scaled)
 FB1938
 FB1938                          SUPERSEDED SURVEY CONTROL
 FB1938
 FB1938  NGVD 29 (??/??/92)  272.353  (m)          893.54   (f) ADJ UNCH    ?  
 FB1938
 FB1938.Superseded values are not recommended for survey control.
 FB1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1938.See file dsdata.txt to determine how the superseded data were derived.
 FB1938
 FB1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV390679(NAD 83)
 FB1938_MARKER: DD = SURVEY DISK
 FB1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1938_STAMPING: TT 2 SH 1934
 FB1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1938+STABILITY: SURFACE MOTION
 FB1938
 FB1938  HISTORY     - Date     Condition        Report By
 FB1938  HISTORY     - 1934     MONUMENTED       USGS
 FB1938  HISTORY     - 1938     GOOD             TVA
 FB1938  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1938
 FB1938                          STATION DESCRIPTION
 FB1938
 FB1938'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1938'7 MI NE FROM MARYVILLE.
 FB1938'7 MILES NORTHEAST OF MARYVILLE, 4.2 MILES SOUTHEAST ALONG THE
 FB1938'WILDWOOD ROAD FROM ROCKFORD, 0.5 MILE NORTH-NORTHWEST OF PORTER
 FB1938'ACADEMY, AT THE T-JUNCTION OF MARTIN MILL PIKE, 51 FEET SOUTHEAST
 FB1938'OF THE JUNCTION, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FB1938'AND 21 FEET SOUTH OF A TRIANGULAR-BLAZED 40-INCH LONE PINE TREE
 FB1938'SOUTH OF THE CENTER OF A SMALL BRIDGE OVER A DRY STREAM.  A
 FB1938'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 2 SH 1934
 FB1938'AND SET IN THE TOP OF A CONCRETE POST.
 FB1938
 FB1938                          STATION RECOVERY (1968)
 FB1938
 FB1938'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1335 ***********************************************************************
 GC1335  DESIGNATION -  TTS 21 D
 GC1335  PID         -  GC1335
 GC1335  STATE/COUNTY-  TN/CHEATHAM
 GC1335  USGS QUAD   -  WHITE BLUFF (1983)
 GC1335
 GC1335                         *CURRENT SURVEY CONTROL
 GC1335  ___________________________________________________________________
 GC1335* NAD 83(1986)-  36 05 32.     (N)    087 09 38.     (W)     SCALED    
 GC1335* NAVD 88     -       183.893  (meters)     603.32   (feet)  ADJUSTED  
 GC1335  ___________________________________________________________________
 GC1335  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1335  DYNAMIC HT  -         183.735 (meters)     602.80  (feet)  COMP
 GC1335  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GC1335
 GC1335  VERT ORDER  -  FIRST     CLASS II
 GC1335
 GC1335.The horizontal coordinates were scaled from a topographic map and have
 GC1335.an estimated accuracy of +/- 6 seconds.
 GC1335
 GC1335.The orthometric height was determined by differential leveling
 GC1335.and adjusted by the National Geodetic Survey in June 1991..
 GC1335
 GC1335.The geoid height was determined by GEOID03.
 GC1335
 GC1335.The dynamic height is computed by dividing the NAVD 88
 GC1335.geopotential number by the normal gravity value computed on the
 GC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1335.degrees latitude (g = 980.6199 gals.).
 GC1335
 GC1335.The modeled gravity was interpolated from observed gravity values.
 GC1335
 GC1335;                    North         East    Units  Estimated Accuracy
 GC1335;SPC TN       -   195,770.      495,490.      MT  (+/- 180 meters Scaled)
 GC1335
 GC1335                          SUPERSEDED SURVEY CONTROL
 GC1335
 GC1335  NGVD 29 (??/??/92)  183.911  (m)          603.38   (f) ADJ UNCH    1 2
 GC1335
 GC1335.Superseded values are not recommended for survey control.
 GC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1335.See file dsdata.txt to determine how the superseded data were derived.
 GC1335
 GC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE855941(NAD 83)
 GC1335_MARKER: DD = SURVEY DISK
 GC1335_SETTING: 66 = SET IN ROCK OUTCROP
 GC1335_SP_SET: ROCK CUT
 GC1335_STAMPING: 603.657 TT STA NO 21 D 1929
 GC1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1335+STABILITY: POSITION/ELEVATION WELL
 GC1335
 GC1335  HISTORY     - Date     Condition        Report By
 GC1335  HISTORY     - 1929     MONUMENTED       USGS
 GC1335  HISTORY     - 1948     GOOD             NGS
 GC1335
 GC1335                          STATION DESCRIPTION
 GC1335
 GC1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1335'0.8 MI W FROM CRAGGIE HOPE.
 GC1335'0.75 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1335'RAILWAY FROM THE STATION AND ROAD CROSSING AT CRAGGIE HOPE,
 GC1335'3 RAILS WEST OF THE EAST END OF A DEEP ROCK CUT, 3 1/2 RAILS WEST
 GC1335'OF A SIGN 30, AT POLE 26+30 1/2, 10 FEET NORTH OF THE CENTER
 GC1335'LINE OF THE TRACK, AND SET VERTICALLY IN THE ROCK CUT, ABOUT 5
 GC1335'FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1817 ***********************************************************************
 GB1817  DESIGNATION -  TTS 21 T
 GB1817  PID         -  GB1817
 GB1817  STATE/COUNTY-  TN/SMITH
 GB1817  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1817
 GB1817                         *CURRENT SURVEY CONTROL
 GB1817  ___________________________________________________________________
 GB1817* NAD 83(1986)-  36 22 45.     (N)    085 56 56.     (W)     SCALED    
 GB1817* NAVD 88     -       162.676  (meters)     533.71   (feet)  POSTED    
 GB1817  ___________________________________________________________________
 GB1817  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB1817  DYNAMIC HT  -         162.540 (meters)     533.27  (feet)  COMP
 GB1817  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GB1817
 GB1817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1817
 GB1817.The horizontal coordinates were scaled from a topographic map and have
 GB1817.an estimated accuracy of +/- 6 seconds.
 GB1817
 GB1817.The orthometric height was determined by differential leveling
 GB1817.and adjusted by the National Geodetic Survey in 1992..
 GB1817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1817.rate of 0.0 thru 1.0 mm/km.
 GB1817
 GB1817.The geoid height was determined by GEOID03.
 GB1817
 GB1817.The dynamic height is computed by dividing the NAVD 88
 GB1817.geopotential number by the normal gravity value computed on the
 GB1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1817.degrees latitude (g = 980.6199 gals.).
 GB1817
 GB1817.The modeled gravity was interpolated from observed gravity values.
 GB1817
 GB1817;                    North         East    Units  Estimated Accuracy
 GB1817;SPC TN       -   226,990.      604,590.      MT  (+/- 180 meters Scaled)
 GB1817
 GB1817                          SUPERSEDED SURVEY CONTROL
 GB1817
 GB1817  NGVD 29 (??/??/92)  162.765  (m)          534.00   (f) ADJ UNCH    2 0
 GB1817
 GB1817.Superseded values are not recommended for survey control.
 GB1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1817.See file dsdata.txt to determine how the superseded data were derived.
 GB1817
 GB1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF942265(NAD 83)
 GB1817_MARKER: DD = SURVEY DISK
 GB1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1817_STAMPING: TT STA NO 21 T 1927
 GB1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1817+STABILITY: SURFACE MOTION
 GB1817
 GB1817  HISTORY     - Date     Condition        Report By
 GB1817  HISTORY     - 1927     MONUMENTED       USGS
 GB1817  HISTORY     - 1942     GOOD             NGS
 GB1817
 GB1817                          STATION DESCRIPTION
 GB1817
 GB1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1817'AT PLEASANT SHADE.
 GB1817'AT PLEASANT SHADE, SMITH COUNTY, ON STATE HIGHWAY 80, 74 YARDS
 GB1817'NORTHEAST OF THE POST OFFICE, 22 YARDS SOUTHWEST OF THE SOUTHWEST
 GB1817'CORNER OF THE CHURCH OF CHRIST, 31 FEET EAST OF THE CENTERLINE
 GB1817'OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF A FENCE CORNER, AND 0.5 FOOT
 GB1817'HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GB1817'DISK, STAMPED TT STA NO 21 T 1927 AND SET IN THE TOP OF A CONCRETE
 GB1817'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1818 ***********************************************************************
 GB1818  DESIGNATION -  TTS 22 T
 GB1818  PID         -  GB1818
 GB1818  STATE/COUNTY-  TN/SMITH
 GB1818  USGS QUAD   -  CARTHAGE (1979)
 GB1818
 GB1818                         *CURRENT SURVEY CONTROL
 GB1818  ___________________________________________________________________
 GB1818* NAD 83(1986)-  36 21 02.     (N)    085 57 51.     (W)     SCALED    
 GB1818* NAVD 88     -       156.805  (meters)     514.45   (feet)  POSTED    
 GB1818  ___________________________________________________________________
 GB1818  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB1818  DYNAMIC HT  -         156.670 (meters)     514.01  (feet)  COMP
 GB1818  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GB1818
 GB1818  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1818
 GB1818.The horizontal coordinates were scaled from a topographic map and have
 GB1818.an estimated accuracy of +/- 6 seconds.
 GB1818
 GB1818.The orthometric height was determined by differential leveling
 GB1818.and adjusted by the National Geodetic Survey in 1992..
 GB1818.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1818.rate of 0.0 thru 1.0 mm/km.
 GB1818
 GB1818.The geoid height was determined by GEOID03.
 GB1818
 GB1818.The dynamic height is computed by dividing the NAVD 88
 GB1818.geopotential number by the normal gravity value computed on the
 GB1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1818.degrees latitude (g = 980.6199 gals.).
 GB1818
 GB1818.The modeled gravity was interpolated from observed gravity values.
 GB1818
 GB1818;                    North         East    Units  Estimated Accuracy
 GB1818;SPC TN       -   223,810.      603,220.      MT  (+/- 180 meters Scaled)
 GB1818
 GB1818                          SUPERSEDED SURVEY CONTROL
 GB1818
 GB1818  NGVD 29 (??/??/92)  156.892  (m)          514.74   (f) ADJ UNCH    2 0
 GB1818
 GB1818.Superseded values are not recommended for survey control.
 GB1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1818.See file dsdata.txt to determine how the superseded data were derived.
 GB1818
 GB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF929233(NAD 83)
 GB1818_MARKER: DD = SURVEY DISK
 GB1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1818_STAMPING: TT STA NO 22 T 1927
 GB1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1818+STABILITY: SURFACE MOTION
 GB1818
 GB1818  HISTORY     - Date     Condition        Report By
 GB1818  HISTORY     - 1927     MONUMENTED       USGS
 GB1818  HISTORY     - 1937     GOOD             NGS
 GB1818
 GB1818                          STATION DESCRIPTION
 GB1818
 GB1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GB1818'2.2 MI S FROM PLEASANT SHADE.
 GB1818'2.2 MILES SOUTH ALONG STATE HIGHWAY 80 FROM PLEASANT SHADE, SMITH
 GB1818'COUNTY, 3.5 MILES NORTH OF THE POST OFFICE AT MONOVILLE, 64.5 FEET
 GB1818'SOUTH OF THE SOUTH CORNER OF A GENERAL STORE AND SERVICE STATION
 GB1818'OWNED IN 1935 BY C.C. SMITH, 31 FEET NORTHWEST OF NORTHWEST FACE OF
 GB1818'THE C.C. SMITH HOME, 17 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GB1818'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES
 GB1818'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT STA NO 22 T 1927 AND SET
 GB1818'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1796 ***********************************************************************
 FB1796  DESIGNATION -  TTS 23
 FB1796  PID         -  FB1796
 FB1796  STATE/COUNTY-  TN/SEVIER
 FB1796  USGS QUAD   -  GATLINBURG (1979)
 FB1796
 FB1796                         *CURRENT SURVEY CONTROL
 FB1796  ___________________________________________________________________
 FB1796* NAD 83(1986)-  35 42 51.     (N)    083 30 38.     (W)     SCALED    
 FB1796* NAVD 88     -       393.795  (meters)    1291.98   (feet)  ADJUSTED  
 FB1796  ___________________________________________________________________
 FB1796  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FB1796  DYNAMIC HT  -         393.407 (meters)    1290.70  (feet)  COMP
 FB1796  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 FB1796
 FB1796  VERT ORDER  -  SECOND    CLASS 0
 FB1796
 FB1796.The horizontal coordinates were scaled from a topographic map and have
 FB1796.an estimated accuracy of +/- 6 seconds.
 FB1796
 FB1796.The orthometric height was determined by differential leveling
 FB1796.and adjusted by the National Geodetic Survey in June 1991..
 FB1796
 FB1796.The geoid height was determined by GEOID03.
 FB1796
 FB1796.The dynamic height is computed by dividing the NAVD 88
 FB1796.geopotential number by the normal gravity value computed on the
 FB1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1796.degrees latitude (g = 980.6199 gals.).
 FB1796
 FB1796.The modeled gravity was interpolated from observed gravity values.
 FB1796
 FB1796;                    North         East    Units  Estimated Accuracy
 FB1796;SPC TN       -   156,070.      825,230.      MT  (+/- 180 meters Scaled)
 FB1796
 FB1796                          SUPERSEDED SURVEY CONTROL
 FB1796
 FB1796  NGVD 29 (??/??/92)  393.897  (m)         1292.31   (f) ADJ UNCH    2 0
 FB1796
 FB1796.Superseded values are not recommended for survey control.
 FB1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1796.See file dsdata.txt to determine how the superseded data were derived.
 FB1796
 FB1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV728551(NAD 83)
 FB1796_MARKER: DD = SURVEY DISK
 FB1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1796_SP_SET: STONE WALL
 FB1796_STAMPING: T.T. STA. NO. 23 TN 1928
 FB1796_MARK LOGO: USGS  
 FB1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1796
 FB1796  HISTORY     - Date     Condition        Report By
 FB1796  HISTORY     - 1928     MONUMENTED       USGS
 FB1796  HISTORY     - 1934     GOOD             NGS
 FB1796
 FB1796                          STATION DESCRIPTION
 FB1796
 FB1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1796'AT GATLINBURG.
 FB1796'AT GATLINBURG, ON STATE HIGHWAY 71, AT THE EDGE OF THE GREAT
 FB1796'SMOKY MOUNTAINS NATIONAL PARK, IN THE GROUNDS OF THE MOUNTAINVIEW
 FB1796'HOTEL, 23 YARDS NORTH OF THE DRIVEWAY TO THE PARK OFFICE, IN THE
 FB1796'EAST FACE OF A STONE WALL, 23 FEET SOUTH OF THE NORTH END, AND
 FB1796'ABOUT 8 INCHES ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 FB1796'STANDARD DISK, STAMPED T.T. STA. NO. 23 TN 1928 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1944 ***********************************************************************
 FB1944  DESIGNATION -  TTS 23 SH
 FB1944  PID         -  FB1944
 FB1944  STATE/COUNTY-  TN/BLOUNT
 FB1944  USGS QUAD   -  WILDWOOD (1988)
 FB1944
 FB1944                         *CURRENT SURVEY CONTROL
 FB1944  ___________________________________________________________________
 FB1944* NAD 83(1986)-  35 49 58.     (N)    083 47 57.     (W)     SCALED    
 FB1944* NAVD 88     -       304.53   (+/-2cm)     999.1    (feet)  VERTCON   
 FB1944  ___________________________________________________________________
 FB1944  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1944
 FB1944  VERT ORDER  -  ? (See Below)
 FB1944
 FB1944.The horizontal coordinates were scaled from a topographic map and have
 FB1944.an estimated accuracy of +/- 6 seconds.
 FB1944
 FB1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1944.The vertical order pertains to the NGVD 29 superseded value.
 FB1944
 FB1944.The geoid height was determined by GEOID03.
 FB1944
 FB1944;                    North         East    Units  Estimated Accuracy
 FB1944;SPC TN       -   168,600.      798,830.      MT  (+/- 180 meters Scaled)
 FB1944
 FB1944                          SUPERSEDED SURVEY CONTROL
 FB1944
 FB1944  NGVD 29 (??/??/92)  304.657  (m)          999.53   (f) ADJ UNCH    ?  
 FB1944
 FB1944.Superseded values are not recommended for survey control.
 FB1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1944.See file dsdata.txt to determine how the superseded data were derived.
 FB1944
 FB1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV471690(NAD 83)
 FB1944_MARKER: DD = SURVEY DISK
 FB1944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1944_SP_SET: STEP
 FB1944_STAMPING: TT 23 SH 1934
 FB1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1944
 FB1944  HISTORY     - Date     Condition        Report By
 FB1944  HISTORY     - 1934     MONUMENTED       USGS
 FB1944  HISTORY     - 1938     GOOD             TVA
 FB1944
 FB1944                          STATION DESCRIPTION
 FB1944
 FB1944'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1944'11.2 MI NE FROM MARYVILLE.
 FB1944'11.2 MILES NORTHEAST OF MARYVILLE, 1.5 MILES SOUTHWEST ALONG
 FB1944'STATE HIGHWAY 35 FROM THE CROSSROADS AT PROVIDENCE, AT EUSEBIA
 FB1944'PRESBYTERIAN CHURCH, IN THE CENTER OF THE LOWER STEP AT THE
 FB1944'SOUTH ENTRANCE, 23.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 FB1944'OF THE CHURCH, 23.7 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER,
 FB1944'AND 0.5 FOOT NORTH OF THE SOUTH EDGE OF THE STEP.  A UNITED STATES
 FB1944'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 23 SH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1819 ***********************************************************************
 GB1819  DESIGNATION -  TTS 23 T
 GB1819  PID         -  GB1819
 GB1819  STATE/COUNTY-  TN/SMITH
 GB1819  USGS QUAD   -  CARTHAGE (1979)
 GB1819
 GB1819                         *CURRENT SURVEY CONTROL
 GB1819  ___________________________________________________________________
 GB1819* NAD 83(1986)-  36 18 13.     (N)    085 58 32.     (W)     SCALED    
 GB1819* NAVD 88     -       171.304  (meters)     562.02   (feet)  POSTED    
 GB1819  ___________________________________________________________________
 GB1819  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB1819  DYNAMIC HT  -         171.160 (meters)     561.55  (feet)  COMP
 GB1819  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GB1819
 GB1819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1819
 GB1819.The horizontal coordinates were scaled from a topographic map and have
 GB1819.an estimated accuracy of +/- 6 seconds.
 GB1819
 GB1819.The orthometric height was determined by differential leveling
 GB1819.and adjusted by the National Geodetic Survey in 1992..
 GB1819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1819.rate of 0.0 thru 1.0 mm/km.
 GB1819
 GB1819.The geoid height was determined by GEOID03.
 GB1819
 GB1819.The dynamic height is computed by dividing the NAVD 88
 GB1819.geopotential number by the normal gravity value computed on the
 GB1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1819.degrees latitude (g = 980.6199 gals.).
 GB1819
 GB1819.The modeled gravity was interpolated from observed gravity values.
 GB1819
 GB1819;                    North         East    Units  Estimated Accuracy
 GB1819;SPC TN       -   218,600.      602,200.      MT  (+/- 180 meters Scaled)
 GB1819
 GB1819                          SUPERSEDED SURVEY CONTROL
 GB1819
 GB1819  NGVD 29 (??/??/92)  171.389  (m)          562.30   (f) ADJ UNCH    2 0
 GB1819
 GB1819.Superseded values are not recommended for survey control.
 GB1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1819.See file dsdata.txt to determine how the superseded data were derived.
 GB1819
 GB1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF919181(NAD 83)
 GB1819_MARKER: DD = SURVEY DISK
 GB1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1819_STAMPING: TT STA NO 23 T 1927
 GB1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1819+STABILITY: SURFACE MOTION
 GB1819
 GB1819  HISTORY     - Date     Condition        Report By
 GB1819  HISTORY     - 1927     MONUMENTED       USGS
 GB1819  HISTORY     - 1938     GOOD             NGS
 GB1819
 GB1819                          STATION DESCRIPTION
 GB1819
 GB1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GB1819'AT MONOVILLE.
 GB1819'AT MONOVILLE, SMITH COUNTY, ON STATE HIGHWAY 80, AT THE JUNCTION
 GB1819'OF STATE HIGHWAY 25, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GB1819'22.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BAPTIST CHURCH,
 GB1819'6 FEET SOUTHESAT OF A STONE RETAINING WALL, AND 2 FEET HIGHER THAN
 GB1819'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GB1819'STAMPED TT STA NO 23 T 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0834 ***********************************************************************
 GA0834  DESIGNATION -  TTS 24 R
 GA0834  PID         -  GA0834
 GA0834  STATE/COUNTY-  TN/HAWKINS
 GA0834  USGS QUAD   -  STONY POINT (1971)
 GA0834
 GA0834                         *CURRENT SURVEY CONTROL
 GA0834  ___________________________________________________________________
 GA0834* NAD 83(1986)-  36 23 49.     (N)    082 51 40.     (W)     SCALED    
 GA0834* NAVD 88     -       347.653  (meters)    1140.59   (feet)  ADJUSTED  
 GA0834  ___________________________________________________________________
 GA0834  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0834  DYNAMIC HT  -         347.335 (meters)    1139.55  (feet)  COMP
 GA0834  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 GA0834
 GA0834  VERT ORDER  -  SECOND    CLASS 0
 GA0834
 GA0834.The horizontal coordinates were scaled from a topographic map and have
 GA0834.an estimated accuracy of +/- 6 seconds.
 GA0834
 GA0834.The orthometric height was determined by differential leveling
 GA0834.and adjusted by the National Geodetic Survey in June 1991..
 GA0834
 GA0834.The geoid height was determined by GEOID03.
 GA0834
 GA0834.The dynamic height is computed by dividing the NAVD 88
 GA0834.geopotential number by the normal gravity value computed on the
 GA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0834.degrees latitude (g = 980.6199 gals.).
 GA0834
 GA0834.The modeled gravity was interpolated from observed gravity values.
 GA0834
 GA0834;                    North         East    Units  Estimated Accuracy
 GA0834;SPC TN       -   233,480.      881,540.      MT  (+/- 180 meters Scaled)
 GA0834
 GA0834                          SUPERSEDED SURVEY CONTROL
 GA0834
 GA0834  NGVD 29 (??/??/92)  347.798  (m)         1141.07   (f) ADJ UNCH    2 0
 GA0834
 GA0834.Superseded values are not recommended for survey control.
 GA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0834.See file dsdata.txt to determine how the superseded data were derived.
 GA0834
 GA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA330295(NAD 83)
 GA0834_MARKER: DD = SURVEY DISK
 GA0834_SETTING: 66 = SET IN ROCK OUTCROP
 GA0834_SP_SET: ROCK OUTCROP
 GA0834_STAMPING: TT 24 R 1934
 GA0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0834+STABILITY: POSITION/ELEVATION WELL
 GA0834
 GA0834  HISTORY     - Date     Condition        Report By
 GA0834  HISTORY     - 1934     MONUMENTED       USGS
 GA0834  HISTORY     - 1955     GOOD             TVA
 GA0834
 GA0834                          STATION DESCRIPTION
 GA0834
 GA0834'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GA0834'3.9 MI E FROM BUREM.
 GA0834'3.9 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0834'AT BUREM, HAWKINS COUNTY, 60 YARDS EAST OF THE G.C. MOWL RESIDENCE,
 GA0834'16 FEET EAST OF THE EAST CORNER OF A MILL, 6 YARDS SOUTH OF
 GA0834'THE CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, 2
 GA0834'FEET HIGHER THAN THE ROAD AND 5.7 FEET SOUTHEAST OF STEEL
 GA0834'WITNESS POST.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GA0834'TT 24 R 1934.
 GA0834
 GA0834                          STATION RECOVERY (1955)
 GA0834
 GA0834'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0837 ***********************************************************************
 GA0837  DESIGNATION -  TTS 25 R
 GA0837  PID         -  GA0837
 GA0837  STATE/COUNTY-  TN/HAWKINS
 GA0837  USGS QUAD   -  STONY POINT (1971)
 GA0837
 GA0837                         *CURRENT SURVEY CONTROL
 GA0837  ___________________________________________________________________
 GA0837* NAD 83(1986)-  36 23 17.     (N)    082 48 45.     (W)     SCALED    
 GA0837* NAVD 88     -       376.522  (meters)    1235.31   (feet)  ADJUSTED  
 GA0837  ___________________________________________________________________
 GA0837  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0837  DYNAMIC HT  -         376.178 (meters)    1234.18  (feet)  COMP
 GA0837  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA0837
 GA0837  VERT ORDER  -  SECOND    CLASS 0
 GA0837
 GA0837.The horizontal coordinates were scaled from a topographic map and have
 GA0837.an estimated accuracy of +/- 6 seconds.
 GA0837
 GA0837.The orthometric height was determined by differential leveling
 GA0837.and adjusted by the National Geodetic Survey in June 1991..
 GA0837
 GA0837.The geoid height was determined by GEOID03.
 GA0837
 GA0837.The dynamic height is computed by dividing the NAVD 88
 GA0837.geopotential number by the normal gravity value computed on the
 GA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0837.degrees latitude (g = 980.6199 gals.).
 GA0837
 GA0837.The modeled gravity was interpolated from observed gravity values.
 GA0837
 GA0837;                    North         East    Units  Estimated Accuracy
 GA0837;SPC TN       -   232,630.      885,930.      MT  (+/- 180 meters Scaled)
 GA0837
 GA0837                          SUPERSEDED SURVEY CONTROL
 GA0837
 GA0837  NGVD 29 (??/??/92)  376.666  (m)         1235.78   (f) ADJ UNCH    2 0
 GA0837
 GA0837.Superseded values are not recommended for survey control.
 GA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0837.See file dsdata.txt to determine how the superseded data were derived.
 GA0837
 GA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA374285(NAD 83)
 GA0837_MARKER: DD = SURVEY DISK
 GA0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0837_STAMPING: TT 25 R 1934
 GA0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0837+STABILITY: SURFACE MOTION
 GA0837
 GA0837  HISTORY     - Date     Condition        Report By
 GA0837  HISTORY     - 1934     MONUMENTED       USGS
 GA0837  HISTORY     - 1935     GOOD             NGS
 GA0837
 GA0837                          STATION DESCRIPTION
 GA0837
 GA0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0837'AT VAN HILL.
 GA0837'AT VAN HILL, HAWKINS COUNTY, ON BEECH CREEK ROAD, 65 YARDS
 GA0837'SOUTHEAST OF THE POST OFFICE, 35 YARDS NORTHEAST OF THE METHODIST
 GA0837'CHURCH, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 16
 GA0837'FEET SOUTHEAST OF A CEDAR TREE, AND 2 FEET HIGHER THAN THE ROAD.
 GA0837'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 25 R 1934
 GA0837'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1979 ***********************************************************************
 FB1979  DESIGNATION -  TTS 25 SH
 FB1979  PID         -  FB1979
 FB1979  STATE/COUNTY-  TN/SEVIER
 FB1979  USGS QUAD   -  WALDEN CREEK (1987)
 FB1979
 FB1979                         *CURRENT SURVEY CONTROL
 FB1979  ___________________________________________________________________
 FB1979* NAD 83(1986)-  35 47 56.     (N)    083 44 24.     (W)     SCALED    
 FB1979* NAVD 88     -       295.88   (+/-2cm)     970.7    (feet)  VERTCON   
 FB1979  ___________________________________________________________________
 FB1979  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FB1979
 FB1979  VERT ORDER  -  ? (See Below)
 FB1979
 FB1979.The horizontal coordinates were scaled from a topographic map and have
 FB1979.an estimated accuracy of +/- 6 seconds.
 FB1979
 FB1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1979.The vertical order pertains to the NGVD 29 superseded value.
 FB1979
 FB1979.The geoid height was determined by GEOID03.
 FB1979
 FB1979;                    North         East    Units  Estimated Accuracy
 FB1979;SPC TN       -   164,960.      804,260.      MT  (+/- 180 meters Scaled)
 FB1979
 FB1979                          SUPERSEDED SURVEY CONTROL
 FB1979
 FB1979  NGVD 29 (??/??/92)  295.986  (m)          971.08   (f) ADJ UNCH    ?  
 FB1979
 FB1979.Superseded values are not recommended for survey control.
 FB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1979.See file dsdata.txt to determine how the superseded data were derived.
 FB1979
 FB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV523651(NAD 83)
 FB1979_MARKER: DD = SURVEY DISK
 FB1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1979_STAMPING: TT 25 SH 1934
 FB1979_MARK LOGO: USGS  
 FB1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1979+STABILITY: SURFACE MOTION
 FB1979
 FB1979  HISTORY     - Date     Condition        Report By
 FB1979  HISTORY     - 1934     MONUMENTED       USGS
 FB1979  HISTORY     - 1938     GOOD             TVA
 FB1979
 FB1979                          STATION DESCRIPTION
 FB1979
 FB1979'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1979'14.2 MI SW FROM SEVIERVILLE.
 FB1979'14.2 MILES SOUTHWEST OF SEVIERVILLE, 0.7 MILE SOUTHWEST OF
 FB1979'DRIPPING SPRINGS SCHOOL, AT THE JUNCTION OF A ROAD LEADING TO
 FB1979'MILLSTONE GAP, 78 FEET NORTH-NORTHWEST OF THE ROAD CROSSING
 FB1979'ELLEJOY CREEK, 52.5 FEET NORTHEAST OF THE ROAD TO ELLEJOY CHURCH
 FB1979'AND 30.5 FEET NORTHWEST OF THE ROAD TO SEVIERVILLE.  A UNITED
 FB1979'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 25 SH 1934
 FB1979'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1458 ***********************************************************************
 FC1458  DESIGNATION -  TTS 25 W
 FC1458  PID         -  FC1458
 FC1458  STATE/COUNTY-  TN/WARREN
 FC1458  USGS QUAD   -  MORRISON (1983)
 FC1458
 FC1458                         *CURRENT SURVEY CONTROL
 FC1458  ___________________________________________________________________
 FC1458* NAD 83(1986)-  35 36 13.     (N)    085 55 12.     (W)     SCALED    
 FC1458* NAVD 88     -       327.859  (meters)    1075.65   (feet)  ADJUSTED  
 FC1458  ___________________________________________________________________
 FC1458  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1458  DYNAMIC HT  -         327.551 (meters)    1074.64  (feet)  COMP
 FC1458  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FC1458
 FC1458  VERT ORDER  -  SECOND    CLASS 0
 FC1458
 FC1458.The horizontal coordinates were scaled from a topographic map and have
 FC1458.an estimated accuracy of +/- 6 seconds.
 FC1458
 FC1458.The orthometric height was determined by differential leveling
 FC1458.and adjusted by the National Geodetic Survey in June 1991..
 FC1458
 FC1458.The geoid height was determined by GEOID03.
 FC1458
 FC1458.The dynamic height is computed by dividing the NAVD 88
 FC1458.geopotential number by the normal gravity value computed on the
 FC1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1458.degrees latitude (g = 980.6199 gals.).
 FC1458
 FC1458.The modeled gravity was interpolated from observed gravity values.
 FC1458
 FC1458;                    North         East    Units  Estimated Accuracy
 FC1458;SPC TN       -   140,940.      607,250.      MT  (+/- 180 meters Scaled)
 FC1458
 FC1458                          SUPERSEDED SURVEY CONTROL
 FC1458
 FC1458  NGVD 29 (??/??/92)  327.870  (m)         1075.69   (f) ADJ UNCH    2 0
 FC1458
 FC1458.Superseded values are not recommended for survey control.
 FC1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1458.See file dsdata.txt to determine how the superseded data were derived.
 FC1458
 FC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE978405(NAD 83)
 FC1458_MARKER: DD = SURVEY DISK
 FC1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1458_STAMPING: TT NO 25 W 1926
 FC1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1458+STABILITY: SURFACE MOTION
 FC1458
 FC1458  HISTORY     - Date     Condition        Report By
 FC1458  HISTORY     - 1926     MONUMENTED       USGS
 FC1458  HISTORY     - 1950     GOOD             NGS
 FC1458
 FC1458                          STATION DESCRIPTION
 FC1458
 FC1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1458'AT MORRISON.
 FC1458'AT MORRISON, WARREN COUNTY, JUST WEST OF THE WEST END OF THE
 FC1458'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 36 FEET
 FC1458'EAST OF THE CENTER OF A ROAD CROSSING, AND NEAR A DRAINAGE
 FC1458'DITCH, 27 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A
 FC1458'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T T NO 25
 FC1458'W 1926 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1459 ***********************************************************************
 FC1459  DESIGNATION -  TTS 26 W
 FC1459  PID         -  FC1459
 FC1459  STATE/COUNTY-  TN/WARREN
 FC1459  USGS QUAD   -  MORRISON (1983)
 FC1459
 FC1459                         *CURRENT SURVEY CONTROL
 FC1459  ___________________________________________________________________
 FC1459* NAD 83(1986)-  35 37 21.     (N)    085 53 05.     (W)     SCALED    
 FC1459* NAVD 88     -       324.261  (meters)    1063.85   (feet)  ADJUSTED  
 FC1459  ___________________________________________________________________
 FC1459  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1459  DYNAMIC HT  -         323.958 (meters)    1062.85  (feet)  COMP
 FC1459  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FC1459
 FC1459  VERT ORDER  -  SECOND    CLASS 0
 FC1459
 FC1459.The horizontal coordinates were scaled from a topographic map and have
 FC1459.an estimated accuracy of +/- 6 seconds.
 FC1459
 FC1459.The orthometric height was determined by differential leveling
 FC1459.and adjusted by the National Geodetic Survey in June 1991..
 FC1459
 FC1459.The geoid height was determined by GEOID03.
 FC1459
 FC1459.The dynamic height is computed by dividing the NAVD 88
 FC1459.geopotential number by the normal gravity value computed on the
 FC1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1459.degrees latitude (g = 980.6199 gals.).
 FC1459
 FC1459.The modeled gravity was interpolated from observed gravity values.
 FC1459
 FC1459;                    North         East    Units  Estimated Accuracy
 FC1459;SPC TN       -   143,040.      610,440.      MT  (+/- 180 meters Scaled)
 FC1459
 FC1459                          SUPERSEDED SURVEY CONTROL
 FC1459
 FC1459  NGVD 29 (??/??/92)  324.275  (m)         1063.89   (f) ADJ UNCH    2 0
 FC1459
 FC1459.Superseded values are not recommended for survey control.
 FC1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1459.See file dsdata.txt to determine how the superseded data were derived.
 FC1459
 FC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE009426(NAD 83)
 FC1459_MARKER: DD = SURVEY DISK
 FC1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1459_STAMPING: TT NO 26 W 1926
 FC1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1459+STABILITY: SURFACE MOTION
 FC1459
 FC1459  HISTORY     - Date     Condition        Report By
 FC1459  HISTORY     - 1926     MONUMENTED       USGS
 FC1459  HISTORY     - 1934     GOOD             NGS
 FC1459
 FC1459                          STATION DESCRIPTION
 FC1459
 FC1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1459'2.4 MI NE FROM MORRISON.
 FC1459'2.4 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1459'LOUIS RAILWAY FROM MORRISON, WARREN COUNTY, BETWEEN POLES 26/23
 FC1459'AND 26/24, NEAR A ROAD CROSSING 20 FEET SOUTHWEST OF THE CENTERLINE
 FC1459'OF THE ROAD, AND 26 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FC1459'MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC1459'STAMPED T T NO 26 W 1926 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1900 ***********************************************************************
 GA1900  DESIGNATION -  TTS 27 DL
 GA1900  PID         -  GA1900
 GA1900  STATE/COUNTY-  TN/HAMBLEN
 GA1900  USGS QUAD   -  SPRINGVALE (1980)
 GA1900
 GA1900                         *CURRENT SURVEY CONTROL
 GA1900  ___________________________________________________________________
 GA1900* NAD 83(1986)-  36 12 21.     (N)    083 11 21.     (W)     SCALED    
 GA1900* NAVD 88     -       342.173  (meters)    1122.61   (feet)  ADJUSTED  
 GA1900  ___________________________________________________________________
 GA1900  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1900  DYNAMIC HT  -         341.860 (meters)    1121.59  (feet)  COMP
 GA1900  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 GA1900
 GA1900  VERT ORDER  -  SECOND    CLASS 0
 GA1900
 GA1900.The horizontal coordinates were scaled from a topographic map and have
 GA1900.an estimated accuracy of +/- 6 seconds.
 GA1900
 GA1900.The orthometric height was determined by differential leveling
 GA1900.and adjusted by the National Geodetic Survey in June 1991..
 GA1900
 GA1900.The geoid height was determined by GEOID03.
 GA1900
 GA1900.The dynamic height is computed by dividing the NAVD 88
 GA1900.geopotential number by the normal gravity value computed on the
 GA1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1900.degrees latitude (g = 980.6199 gals.).
 GA1900
 GA1900.The modeled gravity was interpolated from observed gravity values.
 GA1900
 GA1900;                    North         East    Units  Estimated Accuracy
 GA1900;SPC TN       -   211,380.      852,730.      MT  (+/- 180 meters Scaled)
 GA1900
 GA1900                          SUPERSEDED SURVEY CONTROL
 GA1900
 GA1900  NGVD 29 (??/??/92)  342.319  (m)         1123.09   (f) ADJ UNCH    2 0
 GA1900
 GA1900.Superseded values are not recommended for survey control.
 GA1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1900.See file dsdata.txt to determine how the superseded data were derived.
 GA1900
 GA1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA031090(NAD 83)
 GA1900_MARKER: DD = SURVEY DISK
 GA1900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1900_SP_SET: BRIDGE
 GA1900_STAMPING: TT 27 DL 1934
 GA1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1900
 GA1900  HISTORY     - Date     Condition        Report By
 GA1900  HISTORY     - 1934     MONUMENTED       USGS
 GA1900  HISTORY     - 1950     GOOD             NGS
 GA1900
 GA1900                          STATION DESCRIPTION
 GA1900
 GA1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA1900'1.1 MI SW FROM RUSSELLVILLE.
 GA1900'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM RUSSELLVILLE,
 GA1900'THENCE 4.1 MILES SOUTHEAST ALONG THE CHEEK CROSS ROADS-BEULAH
 GA1900'ROAD, 15 YARDS SOUTHEAST OF THE JUNCTION OF THE MORRISTOWN
 GA1900'HIGHWAY, AT STATE FISH HATCHERY, 14 YARDS NORTHEAST OF THE
 GA1900'NORTHEAST CORNER OF THE MAIN BUILDING, AT A CONCRETE BRIDGE, IN
 GA1900'THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL, 1 FOOT
 GA1900'EAST OF THE WEST END OF THE CURB, 4 INCHES SOUTH OF THE SOUTH
 GA1900'CURB OF THE BRIDGE, AND LEVEL WITH THE FLOOR.  A UNITED STATES
 GA1900'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 27 DL 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0781 ***********************************************************************
 GA0781  DESIGNATION -  TTS 27 R
 GA0781  PID         -  GA0781
 GA0781  STATE/COUNTY-  TN/HAWKINS
 GA0781  USGS QUAD   -  MC CLOUD (1961)
 GA0781
 GA0781                         *CURRENT SURVEY CONTROL
 GA0781  ___________________________________________________________________
 GA0781* NAD 83(1986)-  36 20 02.     (N)    082 55 48.     (W)     SCALED    
 GA0781* NAVD 88     -       398.727  (meters)    1308.16   (feet)  ADJUSTED  
 GA0781  ___________________________________________________________________
 GA0781  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0781  DYNAMIC HT  -         398.362 (meters)    1306.96  (feet)  COMP
 GA0781  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA0781
 GA0781  VERT ORDER  -  SECOND    CLASS 0
 GA0781
 GA0781.The horizontal coordinates were scaled from a topographic map and have
 GA0781.an estimated accuracy of +/- 6 seconds.
 GA0781
 GA0781.The orthometric height was determined by differential leveling
 GA0781.and adjusted by the National Geodetic Survey in June 1991..
 GA0781
 GA0781.The geoid height was determined by GEOID03.
 GA0781
 GA0781.The dynamic height is computed by dividing the NAVD 88
 GA0781.geopotential number by the normal gravity value computed on the
 GA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0781.degrees latitude (g = 980.6199 gals.).
 GA0781
 GA0781.The modeled gravity was interpolated from observed gravity values.
 GA0781
 GA0781;                    North         East    Units  Estimated Accuracy
 GA0781;SPC TN       -   226,290.      875,580.      MT  (+/- 180 meters Scaled)
 GA0781
 GA0781                          SUPERSEDED SURVEY CONTROL
 GA0781
 GA0781  NGVD 29 (??/??/92)  398.875  (m)         1308.64   (f) ADJ UNCH    2 0
 GA0781
 GA0781.Superseded values are not recommended for survey control.
 GA0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0781.See file dsdata.txt to determine how the superseded data were derived.
 GA0781
 GA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA267227(NAD 83)
 GA0781_MARKER: DD = SURVEY DISK
 GA0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0781_STAMPING: TT 27 R 1934
 GA0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0781+STABILITY: SURFACE MOTION
 GA0781
 GA0781  HISTORY     - Date     Condition        Report By
 GA0781  HISTORY     - 1934     MONUMENTED       USGS
 GA0781  HISTORY     - 1935     GOOD             NGS
 GA0781  HISTORY     - 1950     GOOD             TVA
 GA0781
 GA0781                          STATION DESCRIPTION
 GA0781
 GA0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0781'3.4 MI S FROM STRAHL.
 GA0781'3.4 MILES S. ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0781'HAWKINS COUNTY, 90 YARDS S. OF THE W.H. CARTER STORE, 70 YARDS
 GA0781'N. OF THE HAWKINS-GREENE COUNTY LINE, 33 FEET E. OF THE CENTERLINE
 GA0781'OF THE HIGHWAY, AND 2 FEET HIGHER THAN THE HIGHWAY.  SET IN TOP
 GA0781'OF ROCK OUTCROP AT THE WEST EDGE OF WOODS.  186 FEET SOUTHEAST
 GA0781'OF A LARGE OAK TREE AT THE YARD GATE OF ENTRANCE TO LONE OAK.
 GA0781'101 FEET NORTH OF NAIL IN BOTTLE CAP IN POWER POLE, 48.5 FEET
 GA0781'NORTHEAST OF NAIL IN BOTTLE CAP IN 5 INCH CEDAR TREE IN FENCE
 GA0781'LINE, AND 31 FEET NORTHEAST OF STEEL WITNESS POST.  A USGS STANDARD
 GA0781'DISK, STAMPED TT 27 R 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0781
 GA0781                          STATION RECOVERY (1950)
 GA0781
 GA0781'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1460 ***********************************************************************
 FC1460  DESIGNATION -  TTS 27 W
 FC1460  PID         -  FC1460
 FC1460  STATE/COUNTY-  TN/WARREN
 FC1460  USGS QUAD   -  MC MINNVILLE (1984)
 FC1460
 FC1460                         *CURRENT SURVEY CONTROL
 FC1460  ___________________________________________________________________
 FC1460* NAD 83(1986)-  35 38 26.     (N)    085 50 26.     (W)     SCALED    
 FC1460* NAVD 88     -       308.499  (meters)    1012.13   (feet)  ADJUSTED  
 FC1460  ___________________________________________________________________
 FC1460  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1460  DYNAMIC HT  -         308.211 (meters)    1011.19  (feet)  COMP
 FC1460  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FC1460
 FC1460  VERT ORDER  -  SECOND    CLASS 0
 FC1460
 FC1460.The horizontal coordinates were scaled from a topographic map and have
 FC1460.an estimated accuracy of +/- 6 seconds.
 FC1460
 FC1460.The orthometric height was determined by differential leveling
 FC1460.and adjusted by the National Geodetic Survey in June 1991..
 FC1460
 FC1460.The geoid height was determined by GEOID03.
 FC1460
 FC1460.The dynamic height is computed by dividing the NAVD 88
 FC1460.geopotential number by the normal gravity value computed on the
 FC1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1460.degrees latitude (g = 980.6199 gals.).
 FC1460
 FC1460.The modeled gravity was interpolated from observed gravity values.
 FC1460
 FC1460;                    North         East    Units  Estimated Accuracy
 FC1460;SPC TN       -   145,050.      614,440.      MT  (+/- 180 meters Scaled)
 FC1460
 FC1460                          SUPERSEDED SURVEY CONTROL
 FC1460
 FC1460  NGVD 29 (??/??/92)  308.518  (m)         1012.20   (f) ADJ UNCH    2 0
 FC1460
 FC1460.Superseded values are not recommended for survey control.
 FC1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1460.See file dsdata.txt to determine how the superseded data were derived.
 FC1460
 FC1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE049447(NAD 83)
 FC1460_MARKER: DD = SURVEY DISK
 FC1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1460_STAMPING: TT NO 27 W 1926
 FC1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1460+STABILITY: SURFACE MOTION
 FC1460
 FC1460  HISTORY     - Date     Condition        Report By
 FC1460  HISTORY     - 1926     MONUMENTED       USGS
 FC1460  HISTORY     - 1934     GOOD             NGS
 FC1460
 FC1460                          STATION DESCRIPTION
 FC1460
 FC1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1460'AT SMARTT.
 FC1460'AT SMARTT, WARREN COUNTY, 5 RAILS SOUTHWEST OF THE NASHVILLE,
 FC1460'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 57 FEET SOUTHWEST OF
 FC1460'THE CENTER OF A ROAD CROSSING, AND 31 FEET SOUTHEAST OF THE
 FC1460'SOUTHEAST RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 FC1460'SURVEY STANDARD DISK, STAMPED T T NO 27 W 1926 AND SET IN THE
 FC1460'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1491 ***********************************************************************
 FC1491  DESIGNATION -  TTS 28 W
 FC1491  PID         -  FC1491
 FC1491  STATE/COUNTY-  TN/WARREN
 FC1491  USGS QUAD   -  MC MINNVILLE (1984)
 FC1491
 FC1491                         *CURRENT SURVEY CONTROL
 FC1491  ___________________________________________________________________
 FC1491* NAD 83(1986)-  35 40 38.     (N)    085 46 23.     (W)     SCALED    
 FC1491* NAVD 88     -       279.958  (meters)     918.50   (feet)  ADJUSTED  
 FC1491  ___________________________________________________________________
 FC1491  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1491  DYNAMIC HT  -         279.699 (meters)     917.65  (feet)  COMP
 FC1491  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 FC1491
 FC1491  VERT ORDER  -  SECOND    CLASS 0
 FC1491
 FC1491.The horizontal coordinates were scaled from a topographic map and have
 FC1491.an estimated accuracy of +/- 6 seconds.
 FC1491
 FC1491.The orthometric height was determined by differential leveling
 FC1491.and adjusted by the National Geodetic Survey in June 1991..
 FC1491
 FC1491.The geoid height was determined by GEOID03.
 FC1491
 FC1491.The dynamic height is computed by dividing the NAVD 88
 FC1491.geopotential number by the normal gravity value computed on the
 FC1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1491.degrees latitude (g = 980.6199 gals.).
 FC1491
 FC1491.The modeled gravity was interpolated from observed gravity values.
 FC1491
 FC1491;                    North         East    Units  Estimated Accuracy
 FC1491;SPC TN       -   149,130.      620,540.      MT  (+/- 180 meters Scaled)
 FC1491
 FC1491                          SUPERSEDED SURVEY CONTROL
 FC1491
 FC1491.No superseded survey control is available for this station.
 FC1491
 FC1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE110488(NAD 83)
 FC1491_MARKER: DD = SURVEY DISK
 FC1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1491_STAMPING: TT NO 28 W 1926
 FC1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1491+STABILITY: SURFACE MOTION
 FC1491
 FC1491  HISTORY     - Date     Condition        Report By
 FC1491  HISTORY     - 1926     MONUMENTED       USGS
 FC1491  HISTORY     - 1934     GOOD             NGS
 FC1491  HISTORY     - 20030208 POOR             TNDT
 FC1491
 FC1491                          STATION DESCRIPTION
 FC1491
 FC1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1491'AT MC MINNVILLE.
 FC1491'AT MC MINNVILLE, WARREN COUNTY, AT RIVERSIDE CEMETERY, 18 FEET
 FC1491'SOUTHWEST OF THE ENTRANCE GATE, 5 FEET NORTH OF AN IRON FENCE,
 FC1491'AND ON A BANK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC1491'STAMPED TT NO 28 W 1926 AND SET IN THE TOP OF A CONCRETE POST.
 FC1491
 FC1491                          STATION RECOVERY (2003)
 FC1491
 FC1491'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1491'MONUMENT WAS FOUND STANDING FREE ATOP GROUND IN AN UPRIGHT POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1926 ***********************************************************************
 GA1926  DESIGNATION -  TTS 29 DL
 GA1926  PID         -  GA1926
 GA1926  STATE/COUNTY-  TN/GREENE
 GA1926  USGS QUAD   -  MOHAWK (1980)
 GA1926
 GA1926                         *CURRENT SURVEY CONTROL
 GA1926  ___________________________________________________________________
 GA1926* NAD 83(1986)-  36 11 44.     (N)    083 03 22.     (W)     SCALED    
 GA1926* NAVD 88     -       333.740  (meters)    1094.95   (feet)  ADJUSTED  
 GA1926  ___________________________________________________________________
 GA1926  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1926  DYNAMIC HT  -         333.431 (meters)    1093.93  (feet)  COMP
 GA1926  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1926
 GA1926  VERT ORDER  -  SECOND    CLASS 0
 GA1926
 GA1926.The horizontal coordinates were scaled from a topographic map and have
 GA1926.an estimated accuracy of +/- 6 seconds.
 GA1926
 GA1926.The orthometric height was determined by differential leveling
 GA1926.and adjusted by the National Geodetic Survey in June 1991..
 GA1926
 GA1926.The geoid height was determined by GEOID03.
 GA1926
 GA1926.The dynamic height is computed by dividing the NAVD 88
 GA1926.geopotential number by the normal gravity value computed on the
 GA1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1926.degrees latitude (g = 980.6199 gals.).
 GA1926
 GA1926.The modeled gravity was interpolated from observed gravity values.
 GA1926
 GA1926;                    North         East    Units  Estimated Accuracy
 GA1926;SPC TN       -   210,600.      864,730.      MT  (+/- 180 meters Scaled)
 GA1926
 GA1926                          SUPERSEDED SURVEY CONTROL
 GA1926
 GA1926  NGVD 29 (??/??/92)  333.906  (m)         1095.49   (f) ADJ UNCH    2 0
 GA1926
 GA1926.Superseded values are not recommended for survey control.
 GA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1926.See file dsdata.txt to determine how the superseded data were derived.
 GA1926
 GA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA151075(NAD 83)
 GA1926_MARKER: DD = SURVEY DISK
 GA1926_SETTING: 0 = UNSPECIFIED SETTING
 GA1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1926
 GA1926  HISTORY     - Date     Condition        Report By
 GA1926  HISTORY     - UNK      MONUMENTED       USGS
 GA1926  HISTORY     - 1935     GOOD             NGS
 GA1926
 GA1926                          STATION DESCRIPTION
 GA1926
 GA1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1926'0.4 MI SW FROM MOHAWK.
 GA1926'0.4 MILE SOUTHWEST ALONG THE WARRENSBURG ROAD FROM THE SOUTHERN
 GA1926'RAILWAY STATION AT MOHAWK, 500 FEET SOUTHWEST OF THE MOHAWK
 GA1926'CEMETERY, 10 YARDS SOUTHWEST OF THE CENTERLINE OF A PRIVATE ROAD,
 GA1926'8 YARDS SOUTHEAST OF THE CENTERLINE OF THE WARRENSBURG ROAD,
 GA1926'4 YARDS WEST OF A 24-INCH OAK TREE, 1 FOOT LOWER THAN THE ROAD,
 GA1926'40 FEET SOUTHEAST OF POWER POLE 57, 2.7 FEET NORTHEAST OF TELEPHONE
 GA1926'POLE 59, AND 1.3 FEET SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2002 ***********************************************************************
 FB2002  DESIGNATION -  TTS 3 SH
 FB2002  PID         -  FB2002
 FB2002  STATE/COUNTY-  TN/BLOUNT
 FB2002  USGS QUAD   -  WILDWOOD (1988)
 FB2002
 FB2002                         *CURRENT SURVEY CONTROL
 FB2002  ___________________________________________________________________
 FB2002* NAD 83(1986)-  35 46 47.     (N)    083 51 22.     (W)     SCALED    
 FB2002* NAVD 88     -       281.42   (+/-2cm)     923.3    (feet)  VERTCON   
 FB2002  ___________________________________________________________________
 FB2002  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FB2002
 FB2002  VERT ORDER  -  ? (See Below)
 FB2002
 FB2002.The horizontal coordinates were scaled from a topographic map and have
 FB2002.an estimated accuracy of +/- 6 seconds.
 FB2002
 FB2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2002.The vertical order pertains to the NGVD 29 superseded value.
 FB2002
 FB2002.The geoid height was determined by GEOID03.
 FB2002
 FB2002;                    North         East    Units  Estimated Accuracy
 FB2002;SPC TN       -   162,600.      793,810.      MT  (+/- 180 meters Scaled)
 FB2002
 FB2002                          SUPERSEDED SURVEY CONTROL
 FB2002
 FB2002  NGVD 29 (??/??/92)  281.548  (m)          923.71   (f) ADJ UNCH    ?  
 FB2002
 FB2002.Superseded values are not recommended for survey control.
 FB2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2002.See file dsdata.txt to determine how the superseded data were derived.
 FB2002
 FB2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418632(NAD 83)
 FB2002_MARKER: DD = SURVEY DISK
 FB2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2002_STAMPING: TT 3 SH 1934
 FB2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2002+STABILITY: SURFACE MOTION
 FB2002
 FB2002  HISTORY     - Date     Condition        Report By
 FB2002  HISTORY     - 1934     MONUMENTED       DOD
 FB2002  HISTORY     - 1938     GOOD             TVA
 FB2002
 FB2002                          STATION DESCRIPTION
 FB2002
 FB2002'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2002'6.4 MI E FROM MARYVILLE.
 FB2002'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB2002'U.S. HIGHWAY 129 AT MARYVILLE, THENCE ABOUT 1.2 MILES NORTHEAST
 FB2002'ALONG A COUNTY ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHEAST,
 FB2002'31.6 FEET SOUTH OF THE JUNCTION, 17 FEET SOUTH OF THE CENTERLINE
 FB2002'OF THE COUNTY ROAD, 2.4 FEET EAST OF THE EAST CORNER OF THE
 FB2002'PERRY HEDRICK HOUSE, AND 2 FEET SOUTH OF THE NORTH CORNER POST
 FB2002'OF THE BARNYARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB2002'DISK, STAMPED TT 3 SH 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0222 ***********************************************************************
 GC0222  DESIGNATION -  TTS 36 T
 GC0222  PID         -  GC0222
 GC0222  STATE/COUNTY-  TN/TROUSDALE
 GC0222  USGS QUAD   -  HARTSVILLE (1994)
 GC0222
 GC0222                         *CURRENT SURVEY CONTROL
 GC0222  ___________________________________________________________________
 GC0222* NAD 83(1986)-  36 23 26.     (N)    086 09 59.     (W)     SCALED    
 GC0222* NAVD 88     -       144.437  (meters)     473.87   (feet)  ADJUSTED  
 GC0222  ___________________________________________________________________
 GC0222  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0222  DYNAMIC HT  -         144.319 (meters)     473.49  (feet)  COMP
 GC0222  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GC0222
 GC0222  VERT ORDER  -  SECOND    CLASS I
 GC0222
 GC0222.The horizontal coordinates were scaled from a topographic map and have
 GC0222.an estimated accuracy of +/- 6 seconds.
 GC0222
 GC0222.The orthometric height was determined by differential leveling
 GC0222.and adjusted by the National Geodetic Survey in July 2002..
 GC0222.No vertical observational check was made to the station.
 GC0222
 GC0222.The geoid height was determined by GEOID03.
 GC0222
 GC0222.The dynamic height is computed by dividing the NAVD 88
 GC0222.geopotential number by the normal gravity value computed on the
 GC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0222.degrees latitude (g = 980.6199 gals.).
 GC0222
 GC0222.The modeled gravity was interpolated from observed gravity values.
 GC0222
 GC0222;                    North         East    Units  Estimated Accuracy
 GC0222;SPC TN       -   228,260.      585,070.      MT  (+/- 180 meters Scaled)
 GC0222
 GC0222                          SUPERSEDED SURVEY CONTROL
 GC0222
 GC0222  NAVD 88 (06/15/91)  144.468  (m)          473.98   (f) UNKNOWN     2 0
 GC0222  NGVD 29 (??/??/92)  144.542  (m)          474.22   (f) ADJ UNCH    2 0
 GC0222
 GC0222.Superseded values are not recommended for survey control.
 GC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0222.See file dsdata.txt to determine how the superseded data were derived.
 GC0222
 GC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF747275(NAD 83)
 GC0222_MARKER: DD = SURVEY DISK
 GC0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0222_STAMPING: TT STA NO 36 T 1927 474
 GC0222_MARK LOGO: USGS  
 GC0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0222+STABILITY: SURFACE MOTION
 GC0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0222+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 GC0222
 GC0222  HISTORY     - Date     Condition        Report By
 GC0222  HISTORY     - 1927     MONUMENTED       USGS
 GC0222  HISTORY     - 1937     GOOD             NGS
 GC0222  HISTORY     - 20010201 GOOD             NGS
 GC0222
 GC0222                          STATION DESCRIPTION
 GC0222
 GC0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GC0222'AT HARTSVILLE.
 GC0222'AT HARTSVILLE, TROUSDALE COUNTY, 36 FEET NORTHEAST OF THE
 GC0222'NORTHEAST CORNER OF THE COUNTY COURTHOUSE, AT THE NORTHEAST
 GC0222'CORNER OF THE LAWN, 8.7 FEET SOUTHWEST OF THE NORTHEAST CORNER
 GC0222'OF THE IRON FENCE, AND 4.6 FEET NORTHEAST OF AN 8-INCH MAPLE
 GC0222'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GC0222'T T STA NO 36 T 1927 AND SET IN THE TOP OF A CONCRETE POST
 GC0222'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 GC0222
 GC0222                          STATION RECOVERY (2001)
 GC0222
 GC0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0222'IN HARTSVILLE, AT THE INTERSECTION OF EAST MAIN AND RIVER STREETS,
 GC0222'12.3 M SOUTH OF THE CENTERLINE OF EAST MAIN STREET, 10.8 M
 GC0222'NORTHEAST OF THE NORTHEAST CORNER OF THE COUNTY COURTHOUSE,
 GC0222'10.0 M WEST OF THE CENTERLINE OF RIVER STREET, 0.3 M ABOVE THE LEVEL
 GC0222'OF THE STREETS, AND THE MMONUMENT PROJECTS 0.1 M ABOVE THE
 GC0222'GROUND SURFACE.  NOTE--THE MONUMNET IS ON THE COURTHOUSE
 GC0222'PROPERTY, 200 EAST MAIN STREET, HARTSVILLE, TN 37074.
 GC0222' 
 GC0222'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0220 ***********************************************************************
 GC0220  DESIGNATION -  TTS 37 T
 GC0220  PID         -  GC0220
 GC0220  STATE/COUNTY-  TN/TROUSDALE
 GC0220  USGS QUAD   -  HARTSVILLE (1994)
 GC0220
 GC0220                         *CURRENT SURVEY CONTROL
 GC0220  ___________________________________________________________________
 GC0220* NAD 83(1986)-  36 23 51.     (N)    086 13 14.     (W)     SCALED    
 GC0220* NAVD 88     -       166.688  (meters)     546.88   (feet)  ADJUSTED  
 GC0220  ___________________________________________________________________
 GC0220  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0220  DYNAMIC HT  -         166.551 (meters)     546.43  (feet)  COMP
 GC0220  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 GC0220
 GC0220  VERT ORDER  -  SECOND    CLASS 0
 GC0220
 GC0220.The horizontal coordinates were scaled from a topographic map and have
 GC0220.an estimated accuracy of +/- 6 seconds.
 GC0220
 GC0220.The orthometric height was determined by differential leveling
 GC0220.and adjusted by the National Geodetic Survey in June 1991..
 GC0220
 GC0220.The geoid height was determined by GEOID03.
 GC0220
 GC0220.The dynamic height is computed by dividing the NAVD 88
 GC0220.geopotential number by the normal gravity value computed on the
 GC0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0220.degrees latitude (g = 980.6199 gals.).
 GC0220
 GC0220.The modeled gravity was interpolated from observed gravity values.
 GC0220
 GC0220;                    North         East    Units  Estimated Accuracy
 GC0220;SPC TN       -   229,040.      580,210.      MT  (+/- 180 meters Scaled)
 GC0220
 GC0220                          SUPERSEDED SURVEY CONTROL
 GC0220
 GC0220  NGVD 29 (??/??/92)  166.756  (m)          547.10   (f) ADJ UNCH    2 0
 GC0220
 GC0220.Superseded values are not recommended for survey control.
 GC0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0220.See file dsdata.txt to determine how the superseded data were derived.
 GC0220
 GC0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF698283(NAD 83)
 GC0220_MARKER: DD = SURVEY DISK
 GC0220_SETTING: 66 = SET IN ROCK OUTCROP
 GC0220_SP_SET: ROCK OUTCROP
 GC0220_STAMPING: T T STA 37 T 1927
 GC0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0220+STABILITY: POSITION/ELEVATION WELL
 GC0220
 GC0220  HISTORY     - Date     Condition        Report By
 GC0220  HISTORY     - 1927     MONUMENTED       USGS
 GC0220  HISTORY     - 1935     GOOD             NGS
 GC0220  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0220
 GC0220                          STATION DESCRIPTION
 GC0220
 GC0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0220'3.8 MI W FROM HARTSVILLE.
 GC0220'3.8 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0220'HARTSVILLE, TROUSDALE COUNTY, 45 YARDS SOUTH OF THE JOHN KERN
 GC0220'RESIDENCE, 32 FEET EAST OF A BOARD FENCE, 41.6 FEET NORTH OF THE
 GC0220'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LIMESTONE OUTCROP,
 GC0220'AND 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 GC0220'SURVEY STANDARD DISK, STAMPED T T STA 37 T 1927.
 GC0220
 GC0220                          STATION RECOVERY (2001)
 GC0220
 GC0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0220'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0220'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1929 ***********************************************************************
 GA1929  DESIGNATION -  TTS 4 DL
 GA1929  PID         -  GA1929
 GA1929  STATE/COUNTY-  TN/GREENE
 GA1929  USGS QUAD   -  MOHAWK (1980)
 GA1929
 GA1929                         *CURRENT SURVEY CONTROL
 GA1929  ___________________________________________________________________
 GA1929* NAD 83(1986)-  36 10 26.     (N)    083 06 00.     (W)     SCALED    
 GA1929* NAVD 88     -       325.336  (meters)    1067.37   (feet)  ADJUSTED  
 GA1929  ___________________________________________________________________
 GA1929  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA1929  DYNAMIC HT  -         325.035 (meters)    1066.39  (feet)  COMP
 GA1929  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GA1929
 GA1929  VERT ORDER  -  SECOND    CLASS 0
 GA1929
 GA1929.The horizontal coordinates were scaled from a topographic map and have
 GA1929.an estimated accuracy of +/- 6 seconds.
 GA1929
 GA1929.The orthometric height was determined by differential leveling
 GA1929.and adjusted by the National Geodetic Survey in June 1991..
 GA1929
 GA1929.The geoid height was determined by GEOID03.
 GA1929
 GA1929.The dynamic height is computed by dividing the NAVD 88
 GA1929.geopotential number by the normal gravity value computed on the
 GA1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1929.degrees latitude (g = 980.6199 gals.).
 GA1929
 GA1929.The modeled gravity was interpolated from observed gravity values.
 GA1929
 GA1929;                    North         East    Units  Estimated Accuracy
 GA1929;SPC TN       -   208,080.      860,850.      MT  (+/- 180 meters Scaled)
 GA1929
 GA1929                          SUPERSEDED SURVEY CONTROL
 GA1929
 GA1929  NGVD 29 (??/??/92)  325.494  (m)         1067.89   (f) ADJ UNCH    2 0
 GA1929
 GA1929.Superseded values are not recommended for survey control.
 GA1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1929.See file dsdata.txt to determine how the superseded data were derived.
 GA1929
 GA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA111052(NAD 83)
 GA1929_MARKER: DD = SURVEY DISK
 GA1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1929_STAMPING: TT 4 DL 1934
 GA1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1929+STABILITY: SURFACE MOTION
 GA1929
 GA1929  HISTORY     - Date     Condition        Report By
 GA1929  HISTORY     - UNK      MONUMENTED       USGS
 GA1929  HISTORY     - 1934     GOOD             NGS
 GA1929
 GA1929                          STATION DESCRIPTION
 GA1929
 GA1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1929'3.4 MI NE FROM BEULAH.
 GA1929'3.4 MILES NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1929'BEULAH, 225 YARDS SOUTHWEST OF THE FAIRVIEW CHURCH, 149 YARDS
 GA1929'SOUTHWEST OF A CEMETERY, 43 YARDS WEST OF THE JUNCTION OF A
 GA1929'ROAD LEADING SOUTH, 8 YARDS WEST OF THE JUNCTION OF A ROAD
 GA1929'LEADING NORTHWEST, AT THE CLYDE BIBLE RESIDENCE, 12-1/2 FEET
 GA1929'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 5 YARDS
 GA1929'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD,
 GA1929'100 FEET WEST OF THE NORTHWEST CORNER OF A NEW STORE, AND 38
 GA1929'FEET SOUTHEAST OF A 12 IN CEDAR TREE.  A UNITED STATES GEOLOGICAL
 GA1929'SURVEY STANDARD DISK, STAMPED TT 4 DL 1934 AND SET IN THE TOP
 GA1929'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1998 ***********************************************************************
 FB1998  DESIGNATION -  TTS 4 SH
 FB1998  PID         -  FB1998
 FB1998  STATE/COUNTY-  TN/BLOUNT
 FB1998  USGS QUAD   -  WILDWOOD (1988)
 FB1998
 FB1998                         *CURRENT SURVEY CONTROL
 FB1998  ___________________________________________________________________
 FB1998* NAD 83(1986)-  35 45 48.     (N)    083 52 06.     (W)     SCALED    
 FB1998* NAVD 88     -       300.95   (+/-2cm)     987.4    (feet)  VERTCON   
 FB1998  ___________________________________________________________________
 FB1998  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1998
 FB1998  VERT ORDER  -  ? (See Below)
 FB1998
 FB1998.The horizontal coordinates were scaled from a topographic map and have
 FB1998.an estimated accuracy of +/- 6 seconds.
 FB1998
 FB1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1998.The vertical order pertains to the NGVD 29 superseded value.
 FB1998
 FB1998.The geoid height was determined by GEOID03.
 FB1998
 FB1998;                    North         East    Units  Estimated Accuracy
 FB1998;SPC TN       -   160,760.      792,750.      MT  (+/- 180 meters Scaled)
 FB1998
 FB1998                          SUPERSEDED SURVEY CONTROL
 FB1998
 FB1998  NGVD 29 (??/??/92)  301.071  (m)          987.76   (f) ADJ UNCH    ?  
 FB1998
 FB1998.Superseded values are not recommended for survey control.
 FB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1998.See file dsdata.txt to determine how the superseded data were derived.
 FB1998
 FB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV406614(NAD 83)
 FB1998_MARKER: DD = SURVEY DISK
 FB1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1998_STAMPING: TT 4 SH 1934
 FB1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1998+STABILITY: SURFACE MOTION
 FB1998
 FB1998  HISTORY     - Date     Condition        Report By
 FB1998  HISTORY     - 1934     MONUMENTED       USGS
 FB1998  HISTORY     - 1938     GOOD             TVA
 FB1998
 FB1998                          STATION DESCRIPTION
 FB1998
 FB1998'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1998'5.6 MI E FROM MARYVILLE.
 FB1998'5.6 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB1998'U.S. HIGHWAY 129 AT MARYVILLE, 4.5 MILES SOUTH OF PORTER ACADEMY,
 FB1998'ABOUT 3/4 MILE WEST OF LITTLE RIVER, AT THE JUNCTION OF A ROAD
 FB1998'LEADING SOUTHEAST, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FB1998'HIGHWAY, 19.5 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE ROAD,
 FB1998'IN THE CORNER OF A FIELD, AND 3 FEET FROM THE CORNER POST.  A
 FB1998'UNITED STATES GEOLOGICALSURVEY STANDARD DISK, STAMPED TT 4 SH
 FB1998'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0430 ***********************************************************************
 GC0430  DESIGNATION -  TTS 41 D
 GC0430  PID         -  GC0430
 GC0430  STATE/COUNTY-  TN/SUMNER
 GC0430  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0430
 GC0430                         *CURRENT SURVEY CONTROL
 GC0430  ___________________________________________________________________
 GC0430* NAD 83(1986)-  36 19 28.     (N)    086 42 33.     (W)     SCALED    
 GC0430* NAVD 88     -       139.735  (meters)     458.45   (feet)  ADJUSTED  
 GC0430  ___________________________________________________________________
 GC0430  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0430  DYNAMIC HT  -         139.616 (meters)     458.06  (feet)  COMP
 GC0430  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GC0430
 GC0430  VERT ORDER  -  SECOND    CLASS 0
 GC0430
 GC0430.The horizontal coordinates were scaled from a topographic map and have
 GC0430.an estimated accuracy of +/- 6 seconds.
 GC0430
 GC0430.The orthometric height was determined by differential leveling
 GC0430.and adjusted by the National Geodetic Survey in June 1991..
 GC0430
 GC0430.The geoid height was determined by GEOID03.
 GC0430
 GC0430.The dynamic height is computed by dividing the NAVD 88
 GC0430.geopotential number by the normal gravity value computed on the
 GC0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0430.degrees latitude (g = 980.6199 gals.).
 GC0430
 GC0430.The modeled gravity was interpolated from observed gravity values.
 GC0430
 GC0430;                    North         East    Units  Estimated Accuracy
 GC0430;SPC TN       -   221,150.      536,320.      MT  (+/- 180 meters Scaled)
 GC0430
 GC0430                          SUPERSEDED SURVEY CONTROL
 GC0430
 GC0430  NGVD 29 (??/??/92)  139.783  (m)          458.60   (f) ADJ UNCH    2 0
 GC0430
 GC0430.Superseded values are not recommended for survey control.
 GC0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0430.See file dsdata.txt to determine how the superseded data were derived.
 GC0430
 GC0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF261199(NAD 83)
 GC0430_MARKER: DD = SURVEY DISK
 GC0430_SETTING: 66 = SET IN ROCK OUTCROP
 GC0430_SP_SET: ROCK OUTCROP
 GC0430_STAMPING: TT STA 41 D 1930
 GC0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0430+STABILITY: POSITION/ELEVATION WELL
 GC0430
 GC0430  HISTORY     - Date     Condition        Report By
 GC0430  HISTORY     - 1930     MONUMENTED       USGS
 GC0430  HISTORY     - 1959     GOOD             NGS
 GC0430
 GC0430                          STATION DESCRIPTION
 GC0430
 GC0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0430'AT GOODLETTSVILLE.
 GC0430'AT GOODLETTSVILLE, DAVIDSON COUNTY, ON THE LOUISVILLE AND
 GC0430'NASHVILLE RAILROAD, 60 FEET NORTHEAST OF OVERHEAD BRIDGE NO. 317,
 GC0430'35 FEET EAST OF THE EAST RAIL, 3.5 FEET SOUTHWEST OF A STONE
 GC0430'RAILING, IN THE TOP OF A LIMESTONE OUTCROP, AND ABOUT 6 FEET
 GC0430'BELOW THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 GC0430'STANDARD DISK, STAMPED TT. STA 41 D 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2024 ***********************************************************************
 FB2024  DESIGNATION -  TTS 5 SH
 FB2024  PID         -  FB2024
 FB2024  STATE/COUNTY-  TN/BLOUNT
 FB2024  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2024
 FB2024                         *CURRENT SURVEY CONTROL
 FB2024  ___________________________________________________________________
 FB2024* NAD 83(1986)-  35 44 45.     (N)    083 50 02.     (W)     SCALED    
 FB2024* NAVD 88     -       274.92   (+/-2cm)     902.0    (feet)  VERTCON   
 FB2024  ___________________________________________________________________
 FB2024  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2024
 FB2024  VERT ORDER  -  ? (See Below)
 FB2024
 FB2024.The horizontal coordinates were scaled from a topographic map and have
 FB2024.an estimated accuracy of +/- 6 seconds.
 FB2024
 FB2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2024.The vertical order pertains to the NGVD 29 superseded value.
 FB2024
 FB2024.The geoid height was determined by GEOID03.
 FB2024
 FB2024;                    North         East    Units  Estimated Accuracy
 FB2024;SPC TN       -   158,880.      795,900.      MT  (+/- 180 meters Scaled)
 FB2024
 FB2024                          SUPERSEDED SURVEY CONTROL
 FB2024
 FB2024  NGVD 29 (??/??/92)  275.037  (m)          902.35   (f) ADJ UNCH    ?  
 FB2024
 FB2024.Superseded values are not recommended for survey control.
 FB2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2024.See file dsdata.txt to determine how the superseded data were derived.
 FB2024
 FB2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV437594(NAD 83)
 FB2024_MARKER: DD = SURVEY DISK
 FB2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2024_STAMPING: TT 5 SH 1934
 FB2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2024+STABILITY: SURFACE MOTION
 FB2024
 FB2024  HISTORY     - Date     Condition        Report By
 FB2024  HISTORY     - 1934     MONUMENTED       USGS
 FB2024  HISTORY     - 1939     GOOD             TVA
 FB2024
 FB2024                          STATION DESCRIPTION
 FB2024
 FB2024'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2024'AT MELROSE.
 FB2024'AT MELROSE, 350 FEET NORTHEAST OF THE FORMER SOUTHERN RAILWAY
 FB2024'STATION, 300 FEET SOUTH-SOUTHWEST OF A CONCRETE-ARCH BRIDGE
 FB2024'OVER LITTLE RIVER, AT THE JUNCTION OF A ROAD LEADING NORTHWEST
 FB2024'AND THE OLD ROAD TO WALLAND, 38 FEET EAST OF THE CENTER OF THE
 FB2024'TRIANGLE AT THE JUNCTION, 16.5 FEET NORTHWEST OF THE CENTERLINE
 FB2024'OF THE ROAD, AND 19 FEET SOUTH OF A 32-INCH ELM TREE.  A UNITED
 FB2024'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 5 SH 1934
 FB2024'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1908 ***********************************************************************
 GA1908  DESIGNATION -  TTS 6 DL
 GA1908  PID         -  GA1908
 GA1908  STATE/COUNTY-  TN/GREENE
 GA1908  USGS QUAD   -  MOHAWK (1980)
 GA1908
 GA1908                         *CURRENT SURVEY CONTROL
 GA1908  ___________________________________________________________________
 GA1908* NAD 83(1986)-  36 07 36.     (N)    083 07 28.     (W)     SCALED    
 GA1908* NAVD 88     -       332.314  (meters)    1090.27   (feet)  ADJUSTED  
 GA1908  ___________________________________________________________________
 GA1908  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1908  DYNAMIC HT  -         332.005 (meters)    1089.25  (feet)  COMP
 GA1908  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 GA1908
 GA1908  VERT ORDER  -  SECOND    CLASS 0
 GA1908
 GA1908.The horizontal coordinates were scaled from a topographic map and have
 GA1908.an estimated accuracy of +/- 6 seconds.
 GA1908
 GA1908.The orthometric height was determined by differential leveling
 GA1908.and adjusted by the National Geodetic Survey in June 1991..
 GA1908
 GA1908.The geoid height was determined by GEOID03.
 GA1908
 GA1908.The dynamic height is computed by dividing the NAVD 88
 GA1908.geopotential number by the normal gravity value computed on the
 GA1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1908.degrees latitude (g = 980.6199 gals.).
 GA1908
 GA1908.The modeled gravity was interpolated from observed gravity values.
 GA1908
 GA1908;                    North         East    Units  Estimated Accuracy
 GA1908;SPC TN       -   202,770.      858,810.      MT  (+/- 180 meters Scaled)
 GA1908
 GA1908                          SUPERSEDED SURVEY CONTROL
 GA1908
 GA1908  NGVD 29 (??/??/92)  332.466  (m)         1090.77   (f) ADJ UNCH    2 0
 GA1908
 GA1908.Superseded values are not recommended for survey control.
 GA1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1908.See file dsdata.txt to determine how the superseded data were derived.
 GA1908
 GA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA088000(NAD 83)
 GA1908_MARKER: DD = SURVEY DISK
 GA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1908_STAMPING: TT 6 DL 1934
 GA1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1908+STABILITY: SURFACE MOTION
 GA1908
 GA1908  HISTORY     - Date     Condition        Report By
 GA1908  HISTORY     - 1934     MONUMENTED       USGS
 GA1908  HISTORY     - 1935     GOOD             NGS
 GA1908
 GA1908                          STATION DESCRIPTION
 GA1908
 GA1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1908'1.6 MI S FROM BEULAH.
 GA1908'1.6 MILES SOUTH ALONG THE WARRENSBURG HIGHWAY FROM THE INTERSECTION
 GA1908'OF THE MOHAWK ROAD AT BEULAH, 0.3 MILE SOUTHEAST OF THE BIBLE
 GA1908'RESIDENCE, 18 YARDS NORTH OF THE JUNCTION OF A GRAVEL ROAD
 GA1908'LEADING SOUTHWEST ACROSS A CONCRETE BRIDGE OVER NOLICHUCKY RIVER,
 GA1908'33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 GA1908'NORTHWEST OF A 20-INCH HICKORY TREE, 12-1/2 FEET SOUTH OF A
 GA1908'28-INCH WALNUT TREE, 7 FEET HIGHER THAN THE HIGHWAY, 1.4 FEET
 GA1908'NORTHEAST OF A STEEL WITNESS POST.  A UNITED STATES GEOLOGICAL
 GA1908'SURVEY STANDARD DISK, STAMPED TT 6 DL 1934 AND SET IN THE TOP
 GA1908'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2019 ***********************************************************************
 FB2019  DESIGNATION -  TTS 7 SH
 FB2019  PID         -  FB2019
 FB2019  STATE/COUNTY-  TN/BLOUNT
 FB2019  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2019
 FB2019                         *CURRENT SURVEY CONTROL
 FB2019  ___________________________________________________________________
 FB2019* NAD 83(1986)-  35 43 00.     (N)    083 53 26.     (W)     SCALED    
 FB2019* NAVD 88     -       294.53   (+/-2cm)     966.3    (feet)  VERTCON   
 FB2019  ___________________________________________________________________
 FB2019  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB2019
 FB2019  VERT ORDER  -  ? (See Below)
 FB2019
 FB2019.The horizontal coordinates were scaled from a topographic map and have
 FB2019.an estimated accuracy of +/- 6 seconds.
 FB2019
 FB2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2019.The vertical order pertains to the NGVD 29 superseded value.
 FB2019
 FB2019.The geoid height was determined by GEOID03.
 FB2019
 FB2019;                    North         East    Units  Estimated Accuracy
 FB2019;SPC TN       -   155,540.      790,850.      MT  (+/- 180 meters Scaled)
 FB2019
 FB2019                          SUPERSEDED SURVEY CONTROL
 FB2019
 FB2019  NGVD 29 (??/??/92)  294.638  (m)          966.66   (f) ADJ UNCH    ?  
 FB2019
 FB2019.Superseded values are not recommended for survey control.
 FB2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2019.See file dsdata.txt to determine how the superseded data were derived.
 FB2019
 FB2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV385563(NAD 83)
 FB2019_MARKER: DD = SURVEY DISK
 FB2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2019_STAMPING: TT 7 SH 1934
 FB2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2019+STABILITY: SURFACE MOTION
 FB2019
 FB2019  HISTORY     - Date     Condition        Report By
 FB2019  HISTORY     - 1934     MONUMENTED       USGS
 FB2019  HISTORY     - 1939     GOOD             TVA
 FB2019
 FB2019                          STATION DESCRIPTION
 FB2019
 FB2019'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2019'2.2 MI NE FROM OLD PINEY CHURCH.
 FB2019'2.2 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2019'THENCE 1.3 MILES NORTHEAST ALONG A COUNTY ROAD (MONTVALE SPRINGS
 FB2019'ROAD), 2.3 MILES EAST OF CHILHOWEE VIEW SCHOOL, AT A T-ROAD
 FB2019'JUNCTION, 75 FEET NORTHWEST OF THE NORTH CORNER OF THE M.B. ABBOTT
 FB2019'HOUSE, 17 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 14
 FB2019'FEET SOUTHWEST OF THE SIDE ROAD, AND 3 FEET FROM A FENCE CORNER.
 FB2019'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 7 SH
 FB2019'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1386 ***********************************************************************
 FB1386  DESIGNATION -  TTS 7 T
 FB1386  PID         -  FB1386
 FB1386  STATE/COUNTY-  TN/COCKE
 FB1386  USGS QUAD   -  NEWPORT (1992)
 FB1386
 FB1386                         *CURRENT SURVEY CONTROL
 FB1386  ___________________________________________________________________
 FB1386* NAD 83(1986)-  35 58 14.     (N)    083 14 44.     (W)     SCALED    
 FB1386* NAVD 88     -       368.785  (meters)    1209.92   (feet)  ADJUSTED  
 FB1386  ___________________________________________________________________
 FB1386  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FB1386  DYNAMIC HT  -         368.438 (meters)    1208.78  (feet)  COMP
 FB1386  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FB1386
 FB1386  VERT ORDER  -  SECOND    CLASS 0
 FB1386
 FB1386.The horizontal coordinates were scaled from a topographic map and have
 FB1386.an estimated accuracy of +/- 6 seconds.
 FB1386
 FB1386.The orthometric height was determined by differential leveling
 FB1386.and adjusted by the National Geodetic Survey in June 1991..
 FB1386
 FB1386.The geoid height was determined by GEOID03.
 FB1386
 FB1386.The dynamic height is computed by dividing the NAVD 88
 FB1386.geopotential number by the normal gravity value computed on the
 FB1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1386.degrees latitude (g = 980.6199 gals.).
 FB1386
 FB1386.The modeled gravity was interpolated from observed gravity values.
 FB1386
 FB1386;                    North         East    Units  Estimated Accuracy
 FB1386;SPC TN       -   185,140.      848,400.      MT  (+/- 180 meters Scaled)
 FB1386
 FB1386                          SUPERSEDED SURVEY CONTROL
 FB1386
 FB1386  NGVD 29 (??/??/92)  368.946  (m)         1210.45   (f) ADJ UNCH    2 0
 FB1386
 FB1386.Superseded values are not recommended for survey control.
 FB1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1386.See file dsdata.txt to determine how the superseded data were derived.
 FB1386
 FB1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV975830(NAD 83)
 FB1386_MARKER: DD = SURVEY DISK
 FB1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1386_STAMPING: TT STA NO 7 T 1928
 FB1386_MARK LOGO: USGS  
 FB1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1386+STABILITY: SURFACE MOTION
 FB1386
 FB1386  HISTORY     - Date     Condition        Report By
 FB1386  HISTORY     - 1928     MONUMENTED       USGS
 FB1386  HISTORY     - 1961     GOOD             NGS
 FB1386
 FB1386                          STATION DESCRIPTION
 FB1386
 FB1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1386'5.2 MI W FROM NEWPORT.
 FB1386'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 FB1386'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 0.4 MILE
 FB1386'SOUTHEAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS, THEN 0.35
 FB1386'MILE NORTHEAST ON A PAVED ROAD TO A Y JUNCTION AND A BARN ON THE
 FB1386'RIGHT.  THE BENCH MARK IS 79 FT. EAST OF THE NORTHEAST CORNER
 FB1386'OF THE BARN, 40 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD, 26
 FB1386'FT. SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB1386'PROJECTING 8 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2047 ***********************************************************************
 FB2047  DESIGNATION -  TTS 7 TN
 FB2047  PID         -  FB2047
 FB2047  STATE/COUNTY-  TN/BLOUNT
 FB2047  USGS QUAD   -  GATLINBURG (1979)
 FB2047
 FB2047                         *CURRENT SURVEY CONTROL
 FB2047  ___________________________________________________________________
 FB2047* NAD 83(1986)-  35 41 20.     (N)    083 34 45.     (W)     SCALED    
 FB2047* NAVD 88     -       362.53   (+/-2cm)    1189.4    (feet)  VERTCON   
 FB2047  ___________________________________________________________________
 FB2047  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FB2047
 FB2047  VERT ORDER  -  ? (See Below)
 FB2047
 FB2047.The horizontal coordinates were scaled from a topographic map and have
 FB2047.an estimated accuracy of +/- 6 seconds.
 FB2047
 FB2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2047.The vertical order pertains to the NGVD 29 superseded value.
 FB2047
 FB2047.The geoid height was determined by GEOID03.
 FB2047
 FB2047;                    North         East    Units  Estimated Accuracy
 FB2047;SPC TN       -   153,110.      819,090.      MT  (+/- 180 meters Scaled)
 FB2047
 FB2047                          SUPERSEDED SURVEY CONTROL
 FB2047
 FB2047  NGVD 29 (??/??/92)  362.606  (m)         1189.65   (f) ADJ UNCH    ?  
 FB2047
 FB2047.Superseded values are not recommended for survey control.
 FB2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2047.See file dsdata.txt to determine how the superseded data were derived.
 FB2047
 FB2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV666525(NAD 83)
 FB2047_MARKER: DD = SURVEY DISK
 FB2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2047_STAMPING: TT STA NO 7 TN 1928
 FB2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2047+STABILITY: SURFACE MOTION
 FB2047
 FB2047  HISTORY     - Date     Condition        Report By
 FB2047  HISTORY     - 1928     MONUMENTED       USGS
 FB2047  HISTORY     - 1935     GOOD             NGS
 FB2047
 FB2047                          STATION DESCRIPTION
 FB2047
 FB2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2047'0.9 MI E FROM TOWNSEND.
 FB2047'0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM TOWNSEND, THENCE 2.3
 FB2047'MILES NORTHEAST ALONG THE WEAR VALLEY ROAD, 50 FEET NORTH AND 20
 FB2047'FEET EAST OF THE NORTHEAST CORNER OF THE M.E. BRICKLEY HOUSE,
 FB2047'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE NORTHEAST
 FB2047'CORNER OF THE FRONT YARD, AND 2 FEET SOUTH OF A FENCE POST.  A
 FB2047'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT STA NO 7 TN 1928
 FB2047'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1432 ***********************************************************************
 FD1432  DESIGNATION -  TTS 73 D=CENTER GROVE
 FD1432  PID         -  FD1432
 FD1432  STATE/COUNTY-  TN/FRANKLIN
 FD1432  USGS QUAD   -  TULLAHOMA (1982)
 FD1432
 FD1432                         *CURRENT SURVEY CONTROL
 FD1432  ___________________________________________________________________
 FD1432* NAD 83(1995)-  35 18 48.44922(N)    086 13 29.24139(W)     ADJUSTED  
 FD1432* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 FD1432  ___________________________________________________________________
 FD1432  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 FD1432  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1432
 FD1432  HORZ ORDER  -  SECOND
 FD1432
 FD1432.The horizontal coordinates were established by classical geodetic methods
 FD1432.and adjusted by the National Geodetic Survey in April 1999..
 FD1432
 FD1432.The orthometric height was scaled from a topographic map.
 FD1432
 FD1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1432
 FD1432.The geoid height was determined by GEOID03.
 FD1432
 FD1432;                    North         East     Units Scale Factor Converg.
 FD1432;SPC TN       -   108,768.390   579,558.196   MT  0.99998941   -0 07 53.8
 FD1432;SPC TN       -   356,850.96  1,901,433.85   sFT  0.99998941   -0 07 53.8
 FD1432;UTM  16      - 3,908,080.858   570,469.157   MT  0.99966120   +0 26 53.3
 FD1432
 FD1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1432!SPC TN       -   0.99995379  x   0.99998941  =   0.99994320
 FD1432!UTM  16      -   0.99995379  x   0.99966120  =   0.99961500
 FD1432
 FD1432:                Primary Azimuth Mark                     Grid Az
 FD1432:SPC TN       -  TULLAHOMA MUNICIPAL TANK                 014 59 14.4
 FD1432:UTM  16      -  TULLAHOMA MUNICIPAL TANK                 014 24 27.3
 FD1432
 FD1432|---------------------------------------------------------------------|
 FD1432| PID    Reference Object                     Distance      Geod. Az  |
 FD1432|                                                           dddmmss.s |
 FD1432| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX. 5.5 KM 0145120.6 |
 FD1432| CG5069 CENTER GROVE RM 2                    35.162 METERS 07143     |
 FD1432| CG5067 CENTER GROVE AZ MK                                 1975309.0 |
 FD1432| CG5068 CENTER GROVE RM 1                    48.189 METERS 32340     |
 FD1432|---------------------------------------------------------------------|
 FD1432
 FD1432                          SUPERSEDED SURVEY CONTROL
 FD1432
 FD1432  NAD 83(1995)-  35 18 48.45408(N)    086 13 29.23984(W) AD(       ) 2
 FD1432  NAD 83(1995)-  35 18 48.45398(N)    086 13 29.23991(W) AD(       ) 2
 FD1432  NAD 83(1995)-  35 18 48.45856(N)    086 13 29.24218(W) AD(       ) 2
 FD1432  NAD 83(1986)-  35 18 48.46141(N)    086 13 29.24061(W) AD(       ) 2
 FD1432  NAD 27      -  35 18 48.17400(N)    086 13 29.27700(W) AD(       ) 2
 FD1432
 FD1432.Superseded values are not recommended for survey control.
 FD1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1432.See file dsdata.txt to determine how the superseded data were derived.
 FD1432
 FD1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7046908081(NAD 83)
 FD1432_MARKER: DB = BENCH MARK DISK
 FD1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1432
 FD1432  HISTORY     - Date     Condition        Report By
 FD1432  HISTORY     - 1930     MONUMENTED       USGS
 FD1432  HISTORY     - 1934     GOOD             USGS
 FD1432  HISTORY     - 1975     GOOD             NGS
 FD1432
 FD1432                          STATION DESCRIPTION
 FD1432
 FD1432'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FD1432'ABOUT 3.65 MILES SOUTH OF TULLAHOMA BY STATE ROUTE 16, ON PROPERTY OF
 FD1432'CENTER GROVE
 FD1432'SCHOOL, 11 FEET EAST OF WEST FENCE LINE OF SCHOOL, AND
 FD1432'60 FEET NORTHWEST OF CENTER
 FD1432'LINE OF HIGHWAY.  STATION IS MARKED BY
 FD1432'STANDARD U S GEOLOGICAL SURVEY BENCH MARK,
 FD1432'STAMPED TT STA NO
 FD1432'73-D-1930, SET IN 8- BY 8-INCH CONCRETE POST.  REFERENCE
 FD1432'MARKS ARE
 FD1432'STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS IN SCHOOL
 FD1432'YARD AND 158.10
 FD1432'FEET FROM STATION N 36 DEG 20 MIN W.  NO 2 IS
 FD1432'DIAGONALLY ACROSS ROAD FROM
 FD1432'STATION, 20 FEET SOUTH OF CENTER LINE OF
 FD1432'HIGHWAY, AND 115.36 FEET FROM STATION
 FD1432'N 71 DEG 43 MIN E.
 FD1432'DISTANCE BETWEEN NO 1 AND NO 2 IS 222.6 FEET.  AZIMUTH MARK
 FD1432'IS ON NORTH
 FD1432'SIDE OF HIGHWAY, 36 FEET NORTH FROM CENTER LINE OF HIGHWAY, AND
 FD1432'500 YARDS (0.2 MILE BY
 FD1432'ROAD) FROM STATION S 17 DEG 53 MIN W.
 FD1432
 FD1432                          STATION RECOVERY (1975)
 FD1432
 FD1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1432'NOT OCCUPIED.
 FD1432'
 FD1432'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FD1432'THE AZIMUTH MARK WAS NOT FOUND BUT WAS REPORTED AS BEING DESTROYED
 FD1432'BY TVA.  THE DESCRIPTION OF THE STATION IS OUTDATED AND A NEW
 FD1432'DESCRIPTION FOLLOWS--
 FD1432'
 FD1432'THE STATION IS 62 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 130,
 FD1432'24 FEET SOUTH OF A 24 INCH OAK TREE, 44 FEET WEST OF A 14 INCH PINE
 FD1432'TREE AND SET IN THE NORTHEAST EDGE OF A LAWN OF MRS. C. C. MANN.
 FD1432'IT IS A STANDARD USGS DISK STAMPED TT STA. NO. 73 D 1930, SET IN
 FD1432'THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FD1432'
 FD1432'TO REACH THE STATION FROM THE FARMER ELEMENTARY SCHOOL AT THE
 FD1432'SOUTHWEST EDGE OF TULLAHOMA, GO SOUTH ON PAVED STREET FOR 0.2 MILE
 FD1432'TO THE INTERSECTION WITH STATE HIGHWAY 130.  CONTINUE SOUTH ON
 FD1432'HIGHWAY 130 FOR 2.6 MILE TO THE STATION ON THE RIGHT.
 FD1432'
 FD1432'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A METAL WITNESS POST, AND 38 FEET
 FD1432'NORTHWEST OF AN OLD FENCE LINE AND A 30 INCH OAK TREE.  THE MONUMENT
 FD1432'PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTER GROVE NO 1 1934.
 FD1432'
 FD1432'REFERENCE MARK 2 IS 1 FOOT NORTHWEST OF A METAL WITNESS POST, 24 FEET
 FD1432'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 21 FEET SOUTHWEST OF
 FD1432'A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1432'CENTER GROVE NO 2 1934.
 FD1432'
 FD1432'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 FD1432'SOUTH OF TULLAHOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0148 ***********************************************************************
 FD0148  DESIGNATION -  TTS 75 D
 FD0148  PID         -  FD0148
 FD0148  STATE/COUNTY-  TN/COFFEE
 FD0148  USGS QUAD   -  NORMANDY LAKE (1976)
 FD0148
 FD0148                         *CURRENT SURVEY CONTROL
 FD0148  ___________________________________________________________________
 FD0148* NAD 83(1986)-  35 24 11.     (N)    086 14 27.     (W)     SCALED    
 FD0148* NAVD 88     -       306.593  (meters)    1005.88   (feet)  ADJUSTED  
 FD0148  ___________________________________________________________________
 FD0148  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0148  DYNAMIC HT  -         306.301 (meters)    1004.92  (feet)  COMP
 FD0148  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FD0148
 FD0148  VERT ORDER  -  FIRST     CLASS II
 FD0148
 FD0148.The horizontal coordinates were scaled from a topographic map and have
 FD0148.an estimated accuracy of +/- 6 seconds.
 FD0148
 FD0148.The orthometric height was determined by differential leveling
 FD0148.and adjusted by the National Geodetic Survey in June 1991..
 FD0148
 FD0148.The geoid height was determined by GEOID03.
 FD0148
 FD0148.The dynamic height is computed by dividing the NAVD 88
 FD0148.geopotential number by the normal gravity value computed on the
 FD0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0148.degrees latitude (g = 980.6199 gals.).
 FD0148
 FD0148.The modeled gravity was interpolated from observed gravity values.
 FD0148
 FD0148;                    North         East    Units  Estimated Accuracy
 FD0148;SPC TN       -   118,710.      578,120.      MT  (+/- 180 meters Scaled)
 FD0148
 FD0148                          SUPERSEDED SURVEY CONTROL
 FD0148
 FD0148  NGVD 29 (??/??/92)  306.574  (m)         1005.82   (f) ADJ UNCH    1 2
 FD0148
 FD0148.Superseded values are not recommended for survey control.
 FD0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0148.See file dsdata.txt to determine how the superseded data were derived.
 FD0148
 FD0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE689180(NAD 83)
 FD0148_MARKER: DD = SURVEY DISK
 FD0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0148_STAMPING: TT STA 75 D 1930
 FD0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0148+STABILITY: SURFACE MOTION
 FD0148
 FD0148  HISTORY     - Date     Condition        Report By
 FD0148  HISTORY     - 1930     MONUMENTED       USGS
 FD0148  HISTORY     - 1934     GOOD             NGS
 FD0148  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0148
 FD0148                          STATION DESCRIPTION
 FD0148
 FD0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0148'3.5 MI NW FROM TULLAHOMA.
 FD0148'3.5 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0148'LOUIS RAILWAY FROM TULLAHOMA, COFFEE COUNTY, 3 FEET NORTH OF
 FD0148'POLE 65/29, AT THE SOUTH END OF A CUT, AND 20 FEET EAST OF THE
 FD0148'EAST RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 FD0148'STANDARD DISK, STAMPED T T STA 75 D 1930 AND SET IN THE TOP
 FD0148'OF A CONCRETE POST.
 FD0148
 FD0148                          STATION RECOVERY (1999)
 FD0148
 FD0148'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0148'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0147 ***********************************************************************
 FD0147  DESIGNATION -  TTS 76 D
 FD0147  PID         -  FD0147
 FD0147  STATE/COUNTY-  TN/BEDFORD
 FD0147  USGS QUAD   -  NORMANDY (1983)
 FD0147
 FD0147                         *CURRENT SURVEY CONTROL
 FD0147  ___________________________________________________________________
 FD0147* NAD 83(1986)-  35 27 10.     (N)    086 15 34.     (W)     SCALED    
 FD0147* NAVD 88     -       251.440  (meters)     824.93   (feet)  ADJUSTED  
 FD0147  ___________________________________________________________________
 FD0147  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0147  DYNAMIC HT  -         251.202 (meters)     824.15  (feet)  COMP
 FD0147  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 FD0147
 FD0147  VERT ORDER  -  FIRST     CLASS II
 FD0147
 FD0147.The horizontal coordinates were scaled from a topographic map and have
 FD0147.an estimated accuracy of +/- 6 seconds.
 FD0147
 FD0147.The orthometric height was determined by differential leveling
 FD0147.and adjusted by the National Geodetic Survey in June 1991..
 FD0147
 FD0147.The geoid height was determined by GEOID03.
 FD0147
 FD0147.The dynamic height is computed by dividing the NAVD 88
 FD0147.geopotential number by the normal gravity value computed on the
 FD0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0147.degrees latitude (g = 980.6199 gals.).
 FD0147
 FD0147.The modeled gravity was interpolated from observed gravity values.
 FD0147
 FD0147;                    North         East    Units  Estimated Accuracy
 FD0147;SPC TN       -   124,230.      576,450.      MT  (+/- 180 meters Scaled)
 FD0147
 FD0147                          SUPERSEDED SURVEY CONTROL
 FD0147
 FD0147  NGVD 29 (??/??/92)  251.430  (m)          824.90   (f) ADJ UNCH    1 2
 FD0147
 FD0147.Superseded values are not recommended for survey control.
 FD0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0147.See file dsdata.txt to determine how the superseded data were derived.
 FD0147
 FD0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE672235(NAD 83)
 FD0147_MARKER: DD = SURVEY DISK
 FD0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0147_STAMPING: TT STA NO 76 D 1930
 FD0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0147+STABILITY: SURFACE MOTION
 FD0147
 FD0147  HISTORY     - Date     Condition        Report By
 FD0147  HISTORY     - 1930     MONUMENTED       USGS
 FD0147  HISTORY     - 1935     GOOD             NGS
 FD0147  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0147
 FD0147                          STATION DESCRIPTION
 FD0147
 FD0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0147'AT NORMANDY.
 FD0147'AT NORMANDY, BEDFORD COUNTY, 100 YARDS NORTH OF THE NASHVILLE,
 FD0147'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 155 FEET NORTHWEST
 FD0147'OF THE NORTHWEST CORNER OF THE POST OFFICE AT THE CORNER OF
 FD0147'THE ROAD LEADING TO THE STOCKYARDS, AND NEAR A POWER-TRANSMISSION
 FD0147'POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FD0147'T T STA NO 76 D 1930 AND SET IN THE TOP OF A CONCRETE POST.
 FD0147'NOTE-- 30 FEET WEST SOUTHWEST OF T ROAD JUNCTION, AND 13 FEET
 FD0147'WEST OF A T POLE.
 FD0147
 FD0147                          STATION RECOVERY (1999)
 FD0147
 FD0147'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0147'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1339 ***********************************************************************
 GC1339  DESIGNATION -  TTS 8 D
 GC1339  PID         -  GC1339
 GC1339  STATE/COUNTY-  TN/DICKSON
 GC1339  USGS QUAD   -  WHITE BLUFF (1983)
 GC1339
 GC1339                         *CURRENT SURVEY CONTROL
 GC1339  ___________________________________________________________________
 GC1339* NAD 83(1986)-  36 06 17.     (N)    087 13 10.     (W)     SCALED    
 GC1339* NAVD 88     -       249.668  (meters)     819.12   (feet)  ADJUSTED  
 GC1339  ___________________________________________________________________
 GC1339  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1339  DYNAMIC HT  -         249.452 (meters)     818.41  (feet)  COMP
 GC1339  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GC1339
 GC1339  VERT ORDER  -  FIRST     CLASS II
 GC1339
 GC1339.The horizontal coordinates were scaled from a topographic map and have
 GC1339.an estimated accuracy of +/- 6 seconds.
 GC1339
 GC1339.The orthometric height was determined by differential leveling
 GC1339.and adjusted by the National Geodetic Survey in June 1991..
 GC1339
 GC1339.The geoid height was determined by GEOID03.
 GC1339
 GC1339.The dynamic height is computed by dividing the NAVD 88
 GC1339.geopotential number by the normal gravity value computed on the
 GC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1339.degrees latitude (g = 980.6199 gals.).
 GC1339
 GC1339.The modeled gravity was interpolated from observed gravity values.
 GC1339
 GC1339;                    North         East    Units  Estimated Accuracy
 GC1339;SPC TN       -   197,220.      490,200.      MT  (+/- 180 meters Scaled)
 GC1339
 GC1339                          SUPERSEDED SURVEY CONTROL
 GC1339
 GC1339  NGVD 29 (??/??/92)  249.668  (m)          819.12   (f) ADJ UNCH    1 2
 GC1339
 GC1339.Superseded values are not recommended for survey control.
 GC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1339.See file dsdata.txt to determine how the superseded data were derived.
 GC1339
 GC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE802955(NAD 83)
 GC1339_MARKER: DD = SURVEY DISK
 GC1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1339_STAMPING: 819.454 TT STA NO 8 D 1929
 GC1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1339+STABILITY: SURFACE MOTION
 GC1339
 GC1339  HISTORY     - Date     Condition        Report By
 GC1339  HISTORY     - 1929     MONUMENTED       USGS
 GC1339  HISTORY     - 1948     GOOD             NGS
 GC1339
 GC1339                          STATION DESCRIPTION
 GC1339
 GC1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1339'AT WHITE BLUFF.
 GC1339'AT WHITE BLUFF, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1339'RAILWAY, 62 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GC1339'STATION, 3 FEET NORTHWEST OF POLE 30+4, 49 FEET NORTH OF THE
 GC1339'NORTH RAIL OF THE MAIN TRACK, 75 FEET SOUTH OF THE CENTER LINE OF
 GC1339'A GRAVEL STREET, 29 FEET EAST OF THE PROLONGED CENTER LINE OF A
 GC1339'NORTH-SOUTH STREET, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 GC1339'POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 GC1339'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0883 ***********************************************************************
 GA0883  DESIGNATION -  TTS 8 R
 GA0883  PID         -  GA0883
 GA0883  STATE/COUNTY-  TN/GREENE
 GA0883  USGS QUAD   -  BAILEYTON (1971)
 GA0883
 GA0883                         *CURRENT SURVEY CONTROL
 GA0883  ___________________________________________________________________
 GA0883* NAD 83(1986)-  36 16 13.     (N)    082 48 42.     (W)     SCALED    
 GA0883* NAVD 88     -       419.731  (meters)    1377.07   (feet)  ADJUSTED  
 GA0883  ___________________________________________________________________
 GA0883  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0883  DYNAMIC HT  -         419.341 (meters)    1375.79  (feet)  COMP
 GA0883  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 GA0883
 GA0883  VERT ORDER  -  SECOND    CLASS 0
 GA0883
 GA0883.The horizontal coordinates were scaled from a topographic map and have
 GA0883.an estimated accuracy of +/- 6 seconds.
 GA0883
 GA0883.The orthometric height was determined by differential leveling
 GA0883.and adjusted by the National Geodetic Survey in June 1991..
 GA0883
 GA0883.The geoid height was determined by GEOID03.
 GA0883
 GA0883.The dynamic height is computed by dividing the NAVD 88
 GA0883.geopotential number by the normal gravity value computed on the
 GA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0883.degrees latitude (g = 980.6199 gals.).
 GA0883
 GA0883.The modeled gravity was interpolated from observed gravity values.
 GA0883
 GA0883;                    North         East    Units  Estimated Accuracy
 GA0883;SPC TN       -   219,570.      886,430.      MT  (+/- 180 meters Scaled)
 GA0883
 GA0883                          SUPERSEDED SURVEY CONTROL
 GA0883
 GA0883  NGVD 29 (??/??/92)  419.870  (m)         1377.52   (f) ADJ UNCH    2 0
 GA0883
 GA0883.Superseded values are not recommended for survey control.
 GA0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0883.See file dsdata.txt to determine how the superseded data were derived.
 GA0883
 GA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA372154(NAD 83)
 GA0883_MARKER: DD = SURVEY DISK
 GA0883_SETTING: 66 = SET IN ROCK OUTCROP
 GA0883_SP_SET: ROCK OUTCROP
 GA0883_STAMPING: TTS 8 R 1934
 GA0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0883+STABILITY: POSITION/ELEVATION WELL
 GA0883
 GA0883  HISTORY     - Date     Condition        Report By
 GA0883  HISTORY     - 1934     MONUMENTED       USGS
 GA0883  HISTORY     - 1955     GOOD             TVA
 GA0883
 GA0883                          STATION DESCRIPTION
 GA0883
 GA0883'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GA0883'2.7 MI SW FROM LOCUST SPRING.
 GA0883'2.7 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF
 GA0883'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE
 GA0883'G.W. MALONE RESIDENCE, 75 YARDS EAST OF THE HOUSE, 42 FEET EAST
 GA0883'OF THE CENTERLINE OF THE ROAD, 16 FEET NORTHWEST OF A SHED, IN
 GA0883'THE TOP OF A ROCK OUTCROP, 6 FEET HIGHER THAN THE ROAD, 2.7 MILES
 GA0883'SOUTHWEST OF LOCUST SPRING, 53 FEET EAST SOUTHEAST OF THE CENTERLINE
 GA0883'OF JUNCTION OF HIGHWAY AND T ROAD NORTHWEST 117.9 FEET SOUTHEAST
 GA0883'OF SOUTHEAST CORNER OF A 1-STORY HOUSE, 72.1 FEET SOUTH SOUTHWEST
 GA0883'OF SOUTHEAST CORNER OF GARAGE ON EAST SIDE OF HIGHWAY AND 1 FOOT
 GA0883'SOUTHEAST OF STEEL WITNESS POST.  A U.S. GEOLOGICAL SURVEY
 GA0883'STANDARD DISK, STAMPED TT 8 R 1934.
 GA0883
 GA0883                          STATION RECOVERY (1955)
 GA0883
 GA0883'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2041 ***********************************************************************
 FB2041  DESIGNATION -  TTS 8 TN
 FB2041  PID         -  FB2041
 FB2041  STATE/COUNTY-  TN/BLOUNT
 FB2041  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2041
 FB2041                         *CURRENT SURVEY CONTROL
 FB2041  ___________________________________________________________________
 FB2041* NAD 83(1986)-  35 40 36.     (N)    083 45 21.     (W)     SCALED    
 FB2041* NAVD 88     -       315.77   (+/-2cm)    1036.0    (feet)  VERTCON   
 FB2041  ___________________________________________________________________
 FB2041  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FB2041
 FB2041  VERT ORDER  -  ? (See Below)
 FB2041
 FB2041.The horizontal coordinates were scaled from a topographic map and have
 FB2041.an estimated accuracy of +/- 6 seconds.
 FB2041
 FB2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2041.The vertical order pertains to the NGVD 29 superseded value.
 FB2041
 FB2041.The geoid height was determined by GEOID03.
 FB2041
 FB2041;                    North         East    Units  Estimated Accuracy
 FB2041;SPC TN       -   151,370.      803,140.      MT  (+/- 180 meters Scaled)
 FB2041
 FB2041                          SUPERSEDED SURVEY CONTROL
 FB2041
 FB2041  NGVD 29 (??/??/92)  315.869  (m)         1036.31   (f) ADJ UNCH    ?  
 FB2041
 FB2041.Superseded values are not recommended for survey control.
 FB2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2041.See file dsdata.txt to determine how the superseded data were derived.
 FB2041
 FB2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV505515(NAD 83)
 FB2041_MARKER: DD = SURVEY DISK
 FB2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2041_STAMPING: TT 8 TN 1928
 FB2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2041+STABILITY: SURFACE MOTION
 FB2041
 FB2041  HISTORY     - Date     Condition        Report By
 FB2041  HISTORY     - 1928     MONUMENTED       USGS
 FB2041  HISTORY     - 1935     GOOD             NGS
 FB2041
 FB2041                          STATION DESCRIPTION
 FB2041
 FB2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2041'AT TOWNSEND.
 FB2041'AT TOWNSEND, ON STATE HIGHWAY 73, NEAR THE MARGARET TOWNSEND
 FB2041'MEMORIAL CHURCH, 80 FEET WEST AND 70 FEET SOUTH OF THE SOUTHWEST
 FB2041'CORNER, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 FB2041'WEST AND 20 FEET NORTH OF THE NORTHWEST CORNER OF A LUMBER
 FB2041'WAREHOUSE, AND 2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FB2041'CHURCHYARD FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB2041'DISK, STAMPED TT 8 TN 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1344 ***********************************************************************
 GC1344  DESIGNATION -  TTS 9 D
 GC1344  PID         -  GC1344
 GC1344  STATE/COUNTY-  TN/DICKSON
 GC1344  USGS QUAD   -  BURNS (1986)
 GC1344
 GC1344                         *CURRENT SURVEY CONTROL
 GC1344  ___________________________________________________________________
 GC1344* NAD 83(1986)-  36 04 41.     (N)    087 15 52.     (W)     SCALED    
 GC1344* NAVD 88     -       254.086  (meters)     833.61   (feet)  ADJUSTED  
 GC1344  ___________________________________________________________________
 GC1344  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1344  DYNAMIC HT  -         253.864 (meters)     832.89  (feet)  COMP
 GC1344  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 GC1344
 GC1344  VERT ORDER  -  SECOND    CLASS 0
 GC1344
 GC1344.The horizontal coordinates were scaled from a topographic map and have
 GC1344.an estimated accuracy of +/- 6 seconds.
 GC1344
 GC1344.The orthometric height was determined by differential leveling
 GC1344.and adjusted by the National Geodetic Survey in June 1991..
 GC1344
 GC1344.The geoid height was determined by GEOID03.
 GC1344
 GC1344.The dynamic height is computed by dividing the NAVD 88
 GC1344.geopotential number by the normal gravity value computed on the
 GC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1344.degrees latitude (g = 980.6199 gals.).
 GC1344
 GC1344.The modeled gravity was interpolated from observed gravity values.
 GC1344
 GC1344;                    North         East    Units  Estimated Accuracy
 GC1344;SPC TN       -   194,310.      486,110.      MT  (+/- 180 meters Scaled)
 GC1344
 GC1344                          SUPERSEDED SURVEY CONTROL
 GC1344
 GC1344  NGVD 29 (??/??/92)  254.084  (m)          833.61   (f) ADJ UNCH    2 0
 GC1344
 GC1344.Superseded values are not recommended for survey control.
 GC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1344.See file dsdata.txt to determine how the superseded data were derived.
 GC1344
 GC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE761926(NAD 83)
 GC1344_MARKER: DD = SURVEY DISK
 GC1344_SETTING: 0 = UNSPECIFIED SETTING
 GC1344_STAMPING: TT STA NO 9D 1929
 GC1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1344
 GC1344  HISTORY     - Date     Condition        Report By
 GC1344  HISTORY     - 1929     MONUMENTED       USGS
 GC1344  HISTORY     - 1948     MARK NOT FOUND   NGS
 GC1344
 GC1344                          STATION DESCRIPTION
 GC1344
 GC1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1344'3.2 MI E FROM BURNS.
 GC1344'3.0 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1344'RAILWAY FROM THE STATION AT BURNS, 20 FEET SOUTHEAST OF CENTER OF
 GC1344'RAILROAD AT MILE POST 33/27 1/2 POLES, 10 RAILS EAST OF STATION
 GC1344'BOARD AT CROW, TENN., 3 FEET SOUTHWEST OF FENCE AND 5 FEET
 GC1344'NORTHWEST OF FENCE CORNER, 12 FEET NORTHEAST OF CENTER OF GRADE
 GC1344'CROSSING, ABOUT 50 FEET NORTHEAST OF HWY. 70.  THE TRACK HAS
 GC1344'BEEN CHANGED AND THE MARK HAS PROBABLY BEEN DESTROYED OR COVERED
 GC1344'AS CONSIDERABLE GRADING WAS ONE AT THE APPROXIMATE LOCATION OF
 GC1344'MARK TO BUILD AN APPROACH TO OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0892 ***********************************************************************
 GA0892  DESIGNATION -  TTS 9 R
 GA0892  PID         -  GA0892
 GA0892  STATE/COUNTY-  TN/GREENE
 GA0892  USGS QUAD   -  BAILEYTON (1971)
 GA0892
 GA0892                         *CURRENT SURVEY CONTROL
 GA0892  ___________________________________________________________________
 GA0892* NAD 83(1986)-  36 20 03.     (N)    082 50 13.     (W)     SCALED    
 GA0892* NAVD 88     -       368.437  (meters)    1208.78   (feet)  ADJUSTED  
 GA0892  ___________________________________________________________________
 GA0892  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0892  DYNAMIC HT  -         368.098 (meters)    1207.67  (feet)  COMP
 GA0892  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 GA0892
 GA0892  VERT ORDER  -  SECOND    CLASS 0
 GA0892
 GA0892.The horizontal coordinates were scaled from a topographic map and have
 GA0892.an estimated accuracy of +/- 6 seconds.
 GA0892
 GA0892.The orthometric height was determined by differential leveling
 GA0892.and adjusted by the National Geodetic Survey in June 1991..
 GA0892
 GA0892.The geoid height was determined by GEOID03.
 GA0892
 GA0892.The dynamic height is computed by dividing the NAVD 88
 GA0892.geopotential number by the normal gravity value computed on the
 GA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0892.degrees latitude (g = 980.6199 gals.).
 GA0892
 GA0892.The modeled gravity was interpolated from observed gravity values.
 GA0892
 GA0892;                    North         East    Units  Estimated Accuracy
 GA0892;SPC TN       -   226,580.      883,930.      MT  (+/- 180 meters Scaled)
 GA0892
 GA0892                          SUPERSEDED SURVEY CONTROL
 GA0892
 GA0892  NGVD 29 (??/??/92)  368.575  (m)         1209.23   (f) ADJ UNCH    2 0
 GA0892
 GA0892.Superseded values are not recommended for survey control.
 GA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0892.See file dsdata.txt to determine how the superseded data were derived.
 GA0892
 GA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA351225(NAD 83)
 GA0892_MARKER: DD = SURVEY DISK
 GA0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0892_STAMPING: TT 9 R 1934
 GA0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0892+STABILITY: SURFACE MOTION
 GA0892
 GA0892  HISTORY     - Date     Condition        Report By
 GA0892  HISTORY     - 1934     MONUMENTED       USGS
 GA0892  HISTORY     - 1955     POOR             NGS
 GA0892
 GA0892                          STATION DESCRIPTION
 GA0892
 GA0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0892'AT BAILEYTON.
 GA0892'AT BAILEYTON, GREENE COUNTY, 0.1 MILE NORTHEAST ALONG THE VAN
 GA0892'HILL ROAD FROM THE POST OFFICE, AT THE JUNCTION OF THE FALL
 GA0892'BRANCH ROAD, 27 FEET WEST OF THE CENTERLINE OF THE VAN HILL ROAD,
 GA0892'23 FEET NORTH OF THE FALL BRANCH ROAD, 3-1/2 FEET WEST OF POLE
 GA0892'64, AND 3 FEET HIGHER THAN THE ROAD.  A U.S. GEOLOGICAL SURVEY
 GA0892'STANDARD DISK, STAMPED TT 9 R 1934 AND SET IN THE TOP OF A
 GA0892'CONCRETE POST.  NOTE-- MONUMENT HAS BEEN GRADED AROUND, HAS
 GA0892'BECOME LOOSE AND PROJECTS ABOUT 1 1/2 FEET ABOVE GROUND.  POST
 GA0892'AND SIGN SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2013 ***********************************************************************
 FB2013  DESIGNATION -  TTS 9 SH
 FB2013  PID         -  FB2013
 FB2013  STATE/COUNTY-  TN/BLOUNT
 FB2013  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2013
 FB2013                         *CURRENT SURVEY CONTROL
 FB2013  ___________________________________________________________________
 FB2013* NAD 83(1986)-  35 40 08.     (N)    083 56 58.     (W)     SCALED    
 FB2013* NAVD 88     -       310.07   (+/-2cm)    1017.3    (feet)  VERTCON   
 FB2013  ___________________________________________________________________
 FB2013  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB2013
 FB2013  VERT ORDER  -  ? (See Below)
 FB2013
 FB2013.The horizontal coordinates were scaled from a topographic map and have
 FB2013.an estimated accuracy of +/- 6 seconds.
 FB2013
 FB2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2013.The vertical order pertains to the NGVD 29 superseded value.
 FB2013
 FB2013.The geoid height was determined by GEOID03.
 FB2013
 FB2013;                    North         East    Units  Estimated Accuracy
 FB2013;SPC TN       -   150,120.      785,630.      MT  (+/- 180 meters Scaled)
 FB2013
 FB2013                          SUPERSEDED SURVEY CONTROL
 FB2013
 FB2013  NGVD 29 (??/??/92)  310.178  (m)         1017.64   (f) ADJ UNCH    ?  
 FB2013
 FB2013.Superseded values are not recommended for survey control.
 FB2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2013.See file dsdata.txt to determine how the superseded data were derived.
 FB2013
 FB2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV330512(NAD 83)
 FB2013_MARKER: DD = SURVEY DISK
 FB2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2013_STAMPING: TT 9 SH 1934
 FB2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2013+STABILITY: SURFACE MOTION
 FB2013
 FB2013  HISTORY     - Date     Condition        Report By
 FB2013  HISTORY     - 1934     MONUMENTED       USGS
 FB2013  HISTORY     - 1935     GOOD             NGS
 FB2013
 FB2013                          STATION DESCRIPTION
 FB2013
 FB2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2013'6.5 MI S FROM MARYVILLE.
 FB2013'6-1/2 MILES SOUTH (AIR LINE) FROM MARYVILLE, 1.0 MILE NORTHEAST
 FB2013'ALONG OLD PINEY ROAD FROM SIXMILE, AT THE JUNCTION OF A ROAD
 FB2013'LEADING SOUTHEAST, 48 FEET NORTH OF THE JUNCTION, AT THE SOUTHWEST
 FB2013'CORNER OF A FIELD, 12.5 FEET EAST OF THE CENTERLINE OF THE MAIN
 FB2013'ROAD, AND 2.5 FEET FROM A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 FB2013'SURVEY STANDARD DISK, STAMPED TT 9 SH 1934 AND SET IN THE TOP OF A
 FB2013'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2036 ***********************************************************************
 FB2036  DESIGNATION -  TTS 9 TN
 FB2036  PID         -  FB2036
 FB2036  STATE/COUNTY-  TN/BLOUNT
 FB2036  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2036
 FB2036                         *CURRENT SURVEY CONTROL
 FB2036  ___________________________________________________________________
 FB2036* NAD 83(1986)-  35 41 20.     (N)    083 47 46.     (W)     SCALED    
 FB2036* NAVD 88     -       305.51   (+/-2cm)    1002.3    (feet)  VERTCON   
 FB2036  ___________________________________________________________________
 FB2036  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FB2036
 FB2036  VERT ORDER  -  ? (See Below)
 FB2036
 FB2036.The horizontal coordinates were scaled from a topographic map and have
 FB2036.an estimated accuracy of +/- 6 seconds.
 FB2036
 FB2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2036.The vertical order pertains to the NGVD 29 superseded value.
 FB2036
 FB2036.The geoid height was determined by GEOID03.
 FB2036
 FB2036;                    North         East    Units  Estimated Accuracy
 FB2036;SPC TN       -   152,640.      799,460.      MT  (+/- 180 meters Scaled)
 FB2036
 FB2036                          SUPERSEDED SURVEY CONTROL
 FB2036
 FB2036  NGVD 29 (??/??/92)  305.618  (m)         1002.68   (f) ADJ UNCH    ?  
 FB2036
 FB2036.Superseded values are not recommended for survey control.
 FB2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2036.See file dsdata.txt to determine how the superseded data were derived.
 FB2036
 FB2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV469530(NAD 83)
 FB2036_MARKER: DD = SURVEY DISK
 FB2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2036_STAMPING: TT STATION NO 9 TN 1928
 FB2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2036+STABILITY: SURFACE MOTION
 FB2036
 FB2036  HISTORY     - Date     Condition        Report By
 FB2036  HISTORY     - 1928     MONUMENTED       USGS
 FB2036  HISTORY     - 1938     GOOD             TVA
 FB2036
 FB2036                          STATION DESCRIPTION
 FB2036
 FB2036'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2036'AT KINZEL SPRINGS.
 FB2036'AT KINZEL SPRINGS, ON STATE HIGHWAY 73, 300 FEET NORTH OF SMOKY
 FB2036'MOUNTAIN INN, 10 FEET EAST AND 10 FEET SOUTH OF THE JUNCTION
 FB2036'OF A ROAD LEADING EAST TO FROGTOWN, AND 20 FEET NORTH AND 10
 FB2036'FEET WEST OF THE NORTHWEST CORNER OF THE ANNA M. DIXON RESIDENCE.
 FB2036'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FB2036'TT STATION NO 9 TN 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1019 ***********************************************************************
 GA1019  DESIGNATION -  TTS B 1
 GA1019  PID         -  GA1019
 GA1019  STATE/COUNTY-  TN/GREENE
 GA1019  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1019
 GA1019                         *CURRENT SURVEY CONTROL
 GA1019  ___________________________________________________________________
 GA1019* NAD 83(1986)-  36 05 29.     (N)    082 49 47.     (W)     SCALED    
 GA1019* NAVD 88     -       392.954  (meters)    1289.22   (feet)  ADJUSTED  
 GA1019  ___________________________________________________________________
 GA1019  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA1019  DYNAMIC HT  -         392.578 (meters)    1287.98  (feet)  COMP
 GA1019  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 GA1019
 GA1019  VERT ORDER  -  SECOND    CLASS 0
 GA1019
 GA1019.The horizontal coordinates were scaled from a topographic map and have
 GA1019.an estimated accuracy of +/- 6 seconds.
 GA1019
 GA1019.The orthometric height was determined by differential leveling
 GA1019.and adjusted by the National Geodetic Survey in June 1991..
 GA1019
 GA1019.The geoid height was determined by GEOID03.
 GA1019
 GA1019.The dynamic height is computed by dividing the NAVD 88
 GA1019.geopotential number by the normal gravity value computed on the
 GA1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1019.degrees latitude (g = 980.6199 gals.).
 GA1019
 GA1019.The modeled gravity was interpolated from observed gravity values.
 GA1019
 GA1019;                    North         East    Units  Estimated Accuracy
 GA1019;SPC TN       -   199,680.      885,450.      MT  (+/- 180 meters Scaled)
 GA1019
 GA1019                          SUPERSEDED SURVEY CONTROL
 GA1019
 GA1019  NGVD 29 (??/??/92)  393.074  (m)         1289.61   (f) ADJ UNCH    2 0
 GA1019
 GA1019.Superseded values are not recommended for survey control.
 GA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1019.See file dsdata.txt to determine how the superseded data were derived.
 GA1019
 GA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV352956(NAD 83)
 GA1019_MARKER: DD = SURVEY DISK
 GA1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1019_STAMPING: TT B 1 1934
 GA1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1019+STABILITY: SURFACE MOTION
 GA1019
 GA1019  HISTORY     - Date     Condition        Report By
 GA1019  HISTORY     - 1934     MONUMENTED       USGS
 GA1019  HISTORY     - 1950     GOOD             TVA
 GA1019
 GA1019                          STATION DESCRIPTION
 GA1019
 GA1019'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GA1019'0.4 MI NW FROM DAVY CROCKETT LAKE.
 GA1019'0.4 MILE NORTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1019'BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE COUNTY, 0.1 MILE NORTH
 GA1019'OF A SINCLAIR SERVICE STATION, 95 YARDS SOUTH OF THE JUNCTION OF
 GA1019'A DIRT ROAD LEADING NORTH, AT THE W.L. JOHNSON RESIDENCE, 137
 GA1019'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 33 YARDS
 GA1019'SOUTHEAST OF A PRIVATE ROAD, 6 YARDS EAST OF THE CENTERLINE OF
 GA1019'THE OLD ROAD, 4.5 FEET NORTH OF SOUTH CORNER OF A FENCE CORNER,
 GA1019'IN A FIELD OWNED BY B.S. BIRD, LEVEL WITH THE ROAD, 1 FOOT EAST
 GA1019'NORTHEAST OF STEEL WITNESS POST, 2.9 FEET SOUTH OF EAST WEST FENCE
 GA1019'LINE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT B 1 1934
 GA1019'AND SET IN THE TOP OF A CONCRETE POST.
 GA1019
 GA1019                          STATION RECOVERY (1950)
 GA1019
 GA1019'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1913 ***********************************************************************
 GA1913  DESIGNATION -  TTS B 10
 GA1913  PID         -  GA1913
 GA1913  STATE/COUNTY-  TN/GREENE
 GA1913  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1913
 GA1913                         *CURRENT SURVEY CONTROL
 GA1913  ___________________________________________________________________
 GA1913* NAD 83(1986)-  36 06 48.     (N)    083 04 42.     (W)     SCALED    
 GA1913* NAVD 88     -       337.673  (meters)    1107.85   (feet)  ADJUSTED  
 GA1913  ___________________________________________________________________
 GA1913  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1913  DYNAMIC HT  -         337.357 (meters)    1106.81  (feet)  COMP
 GA1913  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 GA1913
 GA1913  VERT ORDER  -  SECOND    CLASS 0
 GA1913
 GA1913.The horizontal coordinates were scaled from a topographic map and have
 GA1913.an estimated accuracy of +/- 6 seconds.
 GA1913
 GA1913.The orthometric height was determined by differential leveling
 GA1913.and adjusted by the National Geodetic Survey in June 1991..
 GA1913
 GA1913.The geoid height was determined by GEOID03.
 GA1913
 GA1913.The dynamic height is computed by dividing the NAVD 88
 GA1913.geopotential number by the normal gravity value computed on the
 GA1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1913.degrees latitude (g = 980.6199 gals.).
 GA1913
 GA1913.The modeled gravity was interpolated from observed gravity values.
 GA1913
 GA1913;                    North         East    Units  Estimated Accuracy
 GA1913;SPC TN       -   201,420.      863,000.      MT  (+/- 180 meters Scaled)
 GA1913
 GA1913                          SUPERSEDED SURVEY CONTROL
 GA1913
 GA1913  NGVD 29 (??/??/92)  337.828  (m)         1108.36   (f) ADJ UNCH    2 0
 GA1913
 GA1913.Superseded values are not recommended for survey control.
 GA1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1913.See file dsdata.txt to determine how the superseded data were derived.
 GA1913
 GA1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV129985(NAD 83)
 GA1913_MARKER: DD = SURVEY DISK
 GA1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1913_STAMPING: TT B 10 1934
 GA1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1913+STABILITY: SURFACE MOTION
 GA1913
 GA1913  HISTORY     - Date     Condition        Report By
 GA1913  HISTORY     - 1934     MONUMENTED       USGS
 GA1913  HISTORY     - 1935     GOOD             NGS
 GA1913
 GA1913                          STATION DESCRIPTION
 GA1913
 GA1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1913'1.4 MI SE FROM WARRENSBURG.
 GA1913'1.4 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1913'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 45 YARDS SOUTH OF
 GA1913'THE SOUTH CORNER OF THE SCALE HOUSE, 18.9 FEET EAST OF THE
 GA1913'EAST CORNER OF THE GARAGE, AT THE JUNCTION OF THE ROAD, LEADING
 GA1913'NORTHEAST, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GA1913'1.8 FEET NORTHEAST OF THE NORTH CORNER OF THE SCALE HOUSE, LEVEL
 GA1913'WITH THE HIGHWAY, 20 FEET NORTHWEST OF POWER POLE 289 AND 2
 GA1913'FEET NORTH OF A STEEL WITNESS POST.  A UNITED STATES GEOLOGICAL
 GA1913'SURVEY STANDARD DISK, STAMPED TT B 10 1934 AND SET IN THE TOP OF
 GA1913'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0913 ***********************************************************************
 GA0913  DESIGNATION -  TTS B 4
 GA0913  PID         -  GA0913
 GA0913  STATE/COUNTY-  TN/GREENE
 GA0913  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0913
 GA0913                         *CURRENT SURVEY CONTROL
 GA0913  ___________________________________________________________________
 GA0913* NAD 83(1986)-  36 01 12.     (N)    082 51 26.     (W)     SCALED    
 GA0913* NAVD 88     -       433.143  (meters)    1421.07   (feet)  POSTED    
 GA0913  ___________________________________________________________________
 GA0913  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA0913  DYNAMIC HT  -         432.720 (meters)    1419.68  (feet)  COMP
 GA0913  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 GA0913
 GA0913  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0913
 GA0913.The horizontal coordinates were scaled from a topographic map and have
 GA0913.an estimated accuracy of +/- 6 seconds.
 GA0913
 GA0913.The orthometric height was determined by differential leveling
 GA0913.and adjusted by the National Geodetic Survey in 1992..
 GA0913.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0913.rate of 4.1 thru 8.0 mm/km.
 GA0913
 GA0913.The geoid height was determined by GEOID03.
 GA0913
 GA0913.The dynamic height is computed by dividing the NAVD 88
 GA0913.geopotential number by the normal gravity value computed on the
 GA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0913.degrees latitude (g = 980.6199 gals.).
 GA0913
 GA0913.The modeled gravity was interpolated from observed gravity values.
 GA0913
 GA0913;                    North         East    Units  Estimated Accuracy
 GA0913;SPC TN       -   191,680.      883,230.      MT  (+/- 180 meters Scaled)
 GA0913
 GA0913                          SUPERSEDED SURVEY CONTROL
 GA0913
 GA0913  NGVD 29 (??/??/92)  433.259  (m)         1421.45   (f) ADJ UNCH    2 0
 GA0913
 GA0913.Superseded values are not recommended for survey control.
 GA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0913.See file dsdata.txt to determine how the superseded data were derived.
 GA0913
 GA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV326877(NAD 83)
 GA0913_MARKER: DD = SURVEY DISK
 GA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0913_STAMPING: TT B 4 1934
 GA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0913+STABILITY: SURFACE MOTION
 GA0913
 GA0913  HISTORY     - Date     Condition        Report By
 GA0913  HISTORY     - 1934     MONUMENTED       USGS
 GA0913  HISTORY     - 1935     GOOD             NGS
 GA0913  HISTORY     - 1950     GOOD             TVA
 GA0913
 GA0913                          STATION DESCRIPTION
 GA0913
 GA0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0913'2.6 MI E FROM CEDAR CREEK.
 GA0913'2.6 MILES EAST ALONG A ROAD LEADING TO STATE HIGHWAY 70 FROM
 GA0913'THE CROSSROADS AT CEDAR CREEK, GREENE COUNTY, 26 YARDS WEST OF THE
 GA0913'WEST FACE OF THE S.A. COLLINS STORE, AT A ROAD INTERSECTION, 61
 GA0913'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 33 FEET WEST
 GA0913'OF THE CENTERLINE OF THE CROSS ROAD, 28 FEET SOUTH OF THE
 GA0913'CENTERLINE OF THE MAIN ROAD, 4 FEET HIGHER THAN THE ROAD, 20 FEET
 GA0913'NORTHWEST OF POWER LINE POLE AND 1 FOOT SOUTHWEST OF STEEL WITNESS
 GA0913'POST.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT B 4 1934
 GA0913'AND SET IN THE TOP OF A CONCRETE POST.
 GA0913
 GA0913                          STATION RECOVERY (1950)
 GA0913
 GA0913'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1994 ***********************************************************************
 FB1994  DESIGNATION -  TTS B 6
 FB1994  PID         -  FB1994
 FB1994  STATE/COUNTY-  TN/BLOUNT
 FB1994  USGS QUAD   -  BLOCKHOUSE (1966)
 FB1994
 FB1994                         *CURRENT SURVEY CONTROL
 FB1994  ___________________________________________________________________
 FB1994* NAD 83(1986)-  35 44 56.     (N)    083 54 59.     (W)     SCALED    
 FB1994* NAVD 88     -       314.02   (+/-2cm)    1030.2    (feet)  VERTCON   
 FB1994  ___________________________________________________________________
 FB1994  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FB1994
 FB1994  VERT ORDER  -  ? (See Below)
 FB1994
 FB1994.The horizontal coordinates were scaled from a topographic map and have
 FB1994.an estimated accuracy of +/- 6 seconds.
 FB1994
 FB1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1994.The vertical order pertains to the NGVD 29 superseded value.
 FB1994
 FB1994.The geoid height was determined by GEOID03.
 FB1994
 FB1994;                    North         East    Units  Estimated Accuracy
 FB1994;SPC TN       -   159,060.      788,440.      MT  (+/- 180 meters Scaled)
 FB1994
 FB1994                          SUPERSEDED SURVEY CONTROL
 FB1994
 FB1994  NGVD 29 (??/??/92)  314.141  (m)         1030.64   (f) ADJ UNCH    ?  
 FB1994
 FB1994.Superseded values are not recommended for survey control.
 FB1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1994.See file dsdata.txt to determine how the superseded data were derived.
 FB1994
 FB1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV362600(NAD 83)
 FB1994_MARKER: DD = SURVEY DISK
 FB1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1994_STAMPING: B 6 1928
 FB1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1994+STABILITY: SURFACE MOTION
 FB1994
 FB1994  HISTORY     - Date     Condition        Report By
 FB1994  HISTORY     - 1928     MONUMENTED       USGS
 FB1994  HISTORY     - 1938     GOOD             TVA
 FB1994
 FB1994                          STATION DESCRIPTION
 FB1994
 FB1994'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1994'3 MI E FROM MARYVILLE.
 FB1994'3.0 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1994'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT EAST PARK,
 FB1994'AT THE TOP OF A HILL, 22 NORTH AND 36 FEET EAST OF THE CENTER
 FB1994'OF A ROAD INTERSECTION, AND IN THE SOUTHWEST CORNER OF THE PERRY
 FB1994'HENDRICKS YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1994'DISK, STAMPED B 6 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1919 ***********************************************************************
 GA1919  DESIGNATION -  TTS B 8
 GA1919  PID         -  GA1919
 GA1919  STATE/COUNTY-  TN/GREENE
 GA1919  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1919
 GA1919                         *CURRENT SURVEY CONTROL
 GA1919  ___________________________________________________________________
 GA1919* NAD 83(1986)-  36 05 01.     (N)    083 03 00.     (W)     SCALED    
 GA1919* NAVD 88     -       358.988  (meters)    1177.78   (feet)  ADJUSTED  
 GA1919  ___________________________________________________________________
 GA1919  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1919  DYNAMIC HT  -         358.650 (meters)    1176.67  (feet)  COMP
 GA1919  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 GA1919
 GA1919  VERT ORDER  -  SECOND    CLASS 0
 GA1919
 GA1919.The horizontal coordinates were scaled from a topographic map and have
 GA1919.an estimated accuracy of +/- 6 seconds.
 GA1919
 GA1919.The orthometric height was determined by differential leveling
 GA1919.and adjusted by the National Geodetic Survey in June 1991..
 GA1919
 GA1919.The geoid height was determined by GEOID03.
 GA1919
 GA1919.The dynamic height is computed by dividing the NAVD 88
 GA1919.geopotential number by the normal gravity value computed on the
 GA1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1919.degrees latitude (g = 980.6199 gals.).
 GA1919
 GA1919.The modeled gravity was interpolated from observed gravity values.
 GA1919
 GA1919;                    North         East    Units  Estimated Accuracy
 GA1919;SPC TN       -   198,200.      865,650.      MT  (+/- 180 meters Scaled)
 GA1919
 GA1919                          SUPERSEDED SURVEY CONTROL
 GA1919
 GA1919  NGVD 29 (??/??/92)  359.142  (m)         1178.29   (f) ADJ UNCH    2 0
 GA1919
 GA1919.Superseded values are not recommended for survey control.
 GA1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1919.See file dsdata.txt to determine how the superseded data were derived.
 GA1919
 GA1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV154951(NAD 83)
 GA1919_MARKER: DD = SURVEY DISK
 GA1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1919_STAMPING: TT B 8 1934
 GA1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1919+STABILITY: SURFACE MOTION
 GA1919
 GA1919  HISTORY     - Date     Condition        Report By
 GA1919  HISTORY     - 1934     MONUMENTED       USGS
 GA1919  HISTORY     - 1935     GOOD             NGS
 GA1919
 GA1919                          STATION DESCRIPTION
 GA1919
 GA1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1919'5.5 MI NW FROM CANEY BRANCH.
 GA1919'5.5 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1919'OFFICE AT CANEY BRANCH, HALFWAY DOWN A HILL AT A SHARP CURVE,
 GA1919'AT THE JUNCTION OF A LANE LEADING EAST, 33.5 FEET EAST OF THE
 GA1919'CENTERLINE OF THE HIGHWAY, 11.8 FEET SOUTH OF THE CENTERLINE
 GA1919'OF THE LANE, 2.8 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET
 GA1919'LOWER THAN THE HIGHWAY, 250 FEET EAST OF A NEW TIN TOP BARN AND
 GA1919'250 FEET NORTH OF A 1-1/2 STORY UNPAINTED HOUSE.  A UNITED STATES
 GA1919'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT B 8 1934 AND SET
 GA1919'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1916 ***********************************************************************
 GA1916  DESIGNATION -  TTS B 9
 GA1916  PID         -  GA1916
 GA1916  STATE/COUNTY-  TN/GREENE
 GA1916  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1916
 GA1916                         *CURRENT SURVEY CONTROL
 GA1916  ___________________________________________________________________
 GA1916* NAD 83(1986)-  36 06 09.     (N)    083 03 14.     (W)     SCALED    
 GA1916* NAVD 88     -       332.269  (meters)    1090.12   (feet)  ADJUSTED  
 GA1916  ___________________________________________________________________
 GA1916  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1916  DYNAMIC HT  -         331.957 (meters)    1089.10  (feet)  COMP
 GA1916  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 GA1916
 GA1916  VERT ORDER  -  SECOND    CLASS 0
 GA1916
 GA1916.The horizontal coordinates were scaled from a topographic map and have
 GA1916.an estimated accuracy of +/- 6 seconds.
 GA1916
 GA1916.The orthometric height was determined by differential leveling
 GA1916.and adjusted by the National Geodetic Survey in June 1991..
 GA1916
 GA1916.The geoid height was determined by GEOID03.
 GA1916
 GA1916.The dynamic height is computed by dividing the NAVD 88
 GA1916.geopotential number by the normal gravity value computed on the
 GA1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1916.degrees latitude (g = 980.6199 gals.).
 GA1916
 GA1916.The modeled gravity was interpolated from observed gravity values.
 GA1916
 GA1916;                    North         East    Units  Estimated Accuracy
 GA1916;SPC TN       -   200,280.      865,240.      MT  (+/- 180 meters Scaled)
 GA1916
 GA1916                          SUPERSEDED SURVEY CONTROL
 GA1916
 GA1916  NGVD 29 (??/??/92)  332.424  (m)         1090.63   (f) ADJ UNCH    2 0
 GA1916
 GA1916.Superseded values are not recommended for survey control.
 GA1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1916.See file dsdata.txt to determine how the superseded data were derived.
 GA1916
 GA1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV151972(NAD 83)
 GA1916_MARKER: DD = SURVEY DISK
 GA1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1916_STAMPING: TT B 9 1934
 GA1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1916+STABILITY: SURFACE MOTION
 GA1916
 GA1916  HISTORY     - Date     Condition        Report By
 GA1916  HISTORY     - 1934     MONUMENTED       USGS
 GA1916  HISTORY     - 1935     GOOD             NGS
 GA1916
 GA1916                          STATION DESCRIPTION
 GA1916
 GA1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1916'3.3 MI SE FROM WARRENSBURG.
 GA1916'3.3 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1916'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 50 YARDS NORTH OF
 GA1916'THE THOMAS NAPLES RESIDENCE, 19 YARDS NORTHWEST OF A PRIVATE
 GA1916'DRIVEWAY, AT THE JUNCTION OF A ROAD LEADING NORTH, 16.5 FEET
 GA1916'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTHWEST
 GA1916'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 GA1916'CULVERT, 19 FEET NORTHWEST OF A FENCE CORNER, 10 FEET EAST OF A
 GA1916'30-INCH WALNUT TREE, 1.2 FEET NORTHEAST OF A FENCE LINE, AND
 GA1916'2 FEET LOWER THAN THE HIGHWAY, 15 FEET NORTHWEST OF A FORKED
 GA1916'10 IN APPLE TREE AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 GA1916'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT B
 GA1916'9 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 GA1916'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2159 ***********************************************************************
 GA2159  DESIGNATION -  TTS C 2
 GA2159  PID         -  GA2159
 GA2159  STATE/COUNTY-  TN/HAWKINS
 GA2159  USGS QUAD   -  LEE VALLEY (1971)
 GA2159
 GA2159                         *CURRENT SURVEY CONTROL
 GA2159  ___________________________________________________________________
 GA2159* NAD 83(1986)-  36 22 39.     (N)    083 07 52.     (W)     SCALED    
 GA2159* NAVD 88     -       356.912  (meters)    1170.97   (feet)  ADJUSTED  
 GA2159  ___________________________________________________________________
 GA2159  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA2159  DYNAMIC HT  -         356.586 (meters)    1169.90  (feet)  COMP
 GA2159  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA2159
 GA2159  VERT ORDER  -  SECOND    CLASS 0
 GA2159
 GA2159.The horizontal coordinates were scaled from a topographic map and have
 GA2159.an estimated accuracy of +/- 6 seconds.
 GA2159
 GA2159.The orthometric height was determined by differential leveling
 GA2159.and adjusted by the National Geodetic Survey in June 1991..
 GA2159
 GA2159.The geoid height was determined by GEOID03.
 GA2159
 GA2159.The dynamic height is computed by dividing the NAVD 88
 GA2159.geopotential number by the normal gravity value computed on the
 GA2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2159.degrees latitude (g = 980.6199 gals.).
 GA2159
 GA2159.The modeled gravity was interpolated from observed gravity values.
 GA2159
 GA2159;                    North         East    Units  Estimated Accuracy
 GA2159;SPC TN       -   230,580.      857,390.      MT  (+/- 180 meters Scaled)
 GA2159
 GA2159                          SUPERSEDED SURVEY CONTROL
 GA2159
 GA2159  NGVD 29 (??/??/92)  357.110  (m)         1171.62   (f) ADJ UNCH    2 0
 GA2159
 GA2159.Superseded values are not recommended for survey control.
 GA2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2159.See file dsdata.txt to determine how the superseded data were derived.
 GA2159
 GA2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA088279(NAD 83)
 GA2159_MARKER: DD = SURVEY DISK
 GA2159_SETTING: 66 = SET IN ROCK OUTCROP
 GA2159_SP_SET: ROCK OUTCROP
 GA2159_STAMPING: TTS C-2 1934
 GA2159_MARK LOGO: USGS  
 GA2159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2159+STABILITY: POSITION/ELEVATION WELL
 GA2159
 GA2159  HISTORY     - Date     Condition        Report By
 GA2159  HISTORY     - 1934     MONUMENTED       USGS
 GA2159  HISTORY     - 1964     GOOD             TNGS
 GA2159
 GA2159                          STATION DESCRIPTION
 GA2159
 GA2159'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2159'8 MI W FROM ROGERSVILLE.
 GA2159'FROM THE POST OFFICE IN ROGERSVILLE GO, 8.0 MILES WESTERLY
 GA2159'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS 9
 GA2159'FEET SOUTHEAST OF A 10-INCH MAPLE TREE, 29 FEET EAST OF THE
 GA2159'SOUTHEAST CORNER OF GILL CHAPEL BAPTIST CHURCH AND 63 FEET
 GA2159'NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W.  THE MARK
 GA2159'IS A STANDARD UNITED STATES GEOLOGICAL SURVEY DISK CEMENTED
 GA2159'IN A DRILLED HOLE IN A OUTCROPPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1140 ***********************************************************************
 FE1140  DESIGNATION -  TTT 12
 FE1140  PID         -  FE1140
 FE1140  STATE/COUNTY-  TN/SHELBY
 FE1140  USGS QUAD   -  COLLIERVILLE (1965)
 FE1140
 FE1140                         *CURRENT SURVEY CONTROL
 FE1140  ___________________________________________________________________
 FE1140* NAD 83(1986)-  35 02 26.     (N)    089 39 08.     (W)     SCALED    
 FE1140* NAVD 88     -       105.767  (meters)     347.00   (feet)  ADJUSTED  
 FE1140  ___________________________________________________________________
 FE1140  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1140  DYNAMIC HT  -         105.668 (meters)     346.68  (feet)  COMP
 FE1140  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FE1140
 FE1140  VERT ORDER  -  FIRST     CLASS II
 FE1140
 FE1140.The horizontal coordinates were scaled from a topographic map and have
 FE1140.an estimated accuracy of +/- 6 seconds.
 FE1140
 FE1140.The orthometric height was determined by differential leveling
 FE1140.and adjusted by the National Geodetic Survey in June 1991..
 FE1140
 FE1140.The geoid height was determined by GEOID03.
 FE1140
 FE1140.The dynamic height is computed by dividing the NAVD 88
 FE1140.geopotential number by the normal gravity value computed on the
 FE1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1140.degrees latitude (g = 980.6199 gals.).
 FE1140
 FE1140.The modeled gravity was interpolated from observed gravity values.
 FE1140
 FE1140;                    North         East    Units  Estimated Accuracy
 FE1140;SPC TN       -    84,690.      266,820.      MT  (+/- 180 meters Scaled)
 FE1140
 FE1140                          SUPERSEDED SURVEY CONTROL
 FE1140
 FE1140  NGVD 29 (??/??/??)  105.722  (m)          346.86   (f) ADJUSTED    1 2
 FE1140
 FE1140.Superseded values are not recommended for survey control.
 FE1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1140.See file dsdata.txt to determine how the superseded data were derived.
 FE1140
 FE1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD580807(NAD 83)
 FE1140_MARKER: DB = BENCH MARK DISK
 FE1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1140_SP_SET: CONCRETE BASE
 FE1140_STAMPING: TTT 12 1934
 FE1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1140
 FE1140  HISTORY     - Date     Condition        Report By
 FE1140  HISTORY     - 1934     MONUMENTED       CGS
 FE1140  HISTORY     - 1944     GOOD             CGS
 FE1140  HISTORY     - 1963     MARK NOT FOUND   USGS
 FE1140  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1140
 FE1140                          STATION DESCRIPTION
 FE1140
 FE1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1140'0.8 MI E FROM COLLIERVILLE.
 FE1140'0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1140'COLLIERVILLE, SHELBY COUNTY, 0.1 MILE WEST OF MILEPOST 527, AT A
 FE1140'RELAY BOX, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 FE1140'BASE, 9.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1
 FE1140'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED TTT 12
 FE1140'1934.
 FE1140'NOTE-1963 REPORT-THE SIGNAL BOX REFERENCED IN THE DESCRIPTION
 FE1140'THAT THE TABLET WAS SET IN, HAS BEEN REPLACED BY A NEW ONE. 'N
 FE1140'157 1944' IS NEAR THE SAME LOCATION AS THIS MARK WAS SUPPOSED TO BE.
 FE1140
 FE1140                          STATION RECOVERY (1963)
 FE1140
 FE1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FE1140'MARK NOT FOUND.
 FE1140
 FE1140                          STATION RECOVERY (2006)
 FE1140
 FE1140'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1140'NO RELAY BOX IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0461 ***********************************************************************
 FE0461  DESIGNATION -  TTTT 12
 FE0461  PID         -  FE0461
 FE0461  STATE/COUNTY-  TN/HARDEMAN
 FE0461  USGS QUAD   -  MIDDLETON (1980)
 FE0461
 FE0461                         *CURRENT SURVEY CONTROL
 FE0461  ___________________________________________________________________
 FE0461* NAD 83(1986)-  35 03 47.     (N)    088 53 17.     (W)     SCALED    
 FE0461* NAVD 88     -       123.946  (meters)     406.65   (feet)  ADJUSTED  
 FE0461  ___________________________________________________________________
 FE0461  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0461  DYNAMIC HT  -         123.829 (meters)     406.26  (feet)  COMP
 FE0461  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FE0461
 FE0461  VERT ORDER  -  FIRST     CLASS II
 FE0461
 FE0461.The horizontal coordinates were scaled from a topographic map and have
 FE0461.an estimated accuracy of +/- 6 seconds.
 FE0461
 FE0461.The orthometric height was determined by differential leveling
 FE0461.and adjusted by the National Geodetic Survey in June 1991..
 FE0461
 FE0461.The geoid height was determined by GEOID03.
 FE0461
 FE0461.The dynamic height is computed by dividing the NAVD 88
 FE0461.geopotential number by the normal gravity value computed on the
 FE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0461.degrees latitude (g = 980.6199 gals.).
 FE0461
 FE0461.The modeled gravity was interpolated from observed gravity values.
 FE0461
 FE0461;                    North         East    Units  Estimated Accuracy
 FE0461;SPC TN       -    84,850.      336,590.      MT  (+/- 180 meters Scaled)
 FE0461
 FE0461                          SUPERSEDED SURVEY CONTROL
 FE0461
 FE0461  NGVD 29 (??/??/??)  123.918  (m)          406.55   (f) ADJUSTED    1 2
 FE0461
 FE0461.Superseded values are not recommended for survey control.
 FE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0461.See file dsdata.txt to determine how the superseded data were derived.
 FE0461
 FE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD278816(NAD 83)
 FE0461_MARKER: DB = BENCH MARK DISK
 FE0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0461_SP_SET: CONCRETE BASE
 FE0461_STAMPING: TTTT 12 1934
 FE0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0461
 FE0461  HISTORY     - Date     Condition        Report By
 FE0461  HISTORY     - 1934     MONUMENTED       CGS
 FE0461  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE0461
 FE0461                          STATION DESCRIPTION
 FE0461
 FE0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE0461'AT MIDDLETON.
 FE0461'AT MIDDLETON, HARDEMAN COUNTY, ABOUT 0.1 MILE EAST ALONG THE
 FE0461'SOUTHERN RAILWAY STATION, ABOUT 429 FEET EAST OF THE CROSSING
 FE0461'OF THE GULF, MOBILE AND OHIO RAILROAD, AT A BLOCK SIGNAL, IN
 FE0461'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 22 FEET
 FE0461'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT LEVEL WITH
 FE0461'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0036 ***********************************************************************
 FE0036  DESIGNATION -  TUCKER
 FE0036  PID         -  FE0036
 FE0036  STATE/COUNTY-  TN/DECATUR
 FE0036  USGS QUAD   -  SUGAR TREE (1986)
 FE0036
 FE0036                         *CURRENT SURVEY CONTROL
 FE0036  ___________________________________________________________________
 FE0036* NAD 83(1995)-  35 50 27.90787(N)    088 05 08.53911(W)     ADJUSTED  
 FE0036* NAVD 88     -       185.866  (meters)     609.80   (feet)  ADJUSTED  
 FE0036  ___________________________________________________________________
 FE0036  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FE0036  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0036  DYNAMIC HT  -         185.704 (meters)     609.26  (feet)  COMP
 FE0036  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FE0036
 FE0036  HORZ ORDER  -  SECOND
 FE0036  VERT ORDER  -  SECOND    CLASS 0
 FE0036
 FE0036.The horizontal coordinates were established by classical geodetic methods
 FE0036.and adjusted by the National Geodetic Survey in April 1999..
 FE0036
 FE0036.The orthometric height was determined by differential leveling
 FE0036.and adjusted by the National Geodetic Survey in June 1991..
 FE0036
 FE0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0036
 FE0036.The geoid height was determined by GEOID03.
 FE0036
 FE0036.The dynamic height is computed by dividing the NAVD 88
 FE0036.geopotential number by the normal gravity value computed on the
 FE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0036.degrees latitude (g = 980.6199 gals.).
 FE0036
 FE0036.The modeled gravity was interpolated from observed gravity values.
 FE0036
 FE0036;                    North         East     Units Scale Factor Converg.
 FE0036;SPC TN       -   169,291.261   411,592.537   MT  0.99994841   -1 13 15.8
 FE0036;SPC TN       -   555,416.41  1,350,366.52   sFT  0.99994841   -1 13 15.8
 FE0036;UTM  16      - 3,966,866.740   401,950.160   MT  0.99971846   -0 38 08.8
 FE0036
 FE0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0036!SPC TN       -   0.99997526  x   0.99994841  =   0.99992367
 FE0036!UTM  16      -   0.99997526  x   0.99971846  =   0.99969373
 FE0036
 FE0036|---------------------------------------------------------------------|
 FE0036| PID    Reference Object                     Distance      Geod. Az  |
 FE0036|                                                           dddmmss.s |
 FE0036| FE0035 TUCKER RM 2                          22.333 METERS 08306     |
 FE0036| CG5263 TUCKER AZ MK                                       3150343.3 |
 FE0036| FE0037 TUCKER RM 1                          27.673 METERS 34059     |
 FE0036|---------------------------------------------------------------------|
 FE0036
 FE0036                          SUPERSEDED SURVEY CONTROL
 FE0036
 FE0036  NAD 83(1995)-  35 50 27.90938(N)    088 05 08.54484(W) AD(       ) 2
 FE0036  NAD 83(1986)-  35 50 27.91791(N)    088 05 08.54001(W) AD(       ) 2
 FE0036  NAD 27      -  35 50 27.69000(N)    088 05 08.41180(W) AD(       ) 2
 FE0036  NGVD 29 (??/??/??)  185.886  (m)          609.86   (f) ADJUSTED    2 0
 FE0036
 FE0036.Superseded values are not recommended for survey control.
 FE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0036.See file dsdata.txt to determine how the superseded data were derived.
 FE0036
 FE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0195066867(NAD 83)
 FE0036_MARKER: DE = TRAVERSE STATION DISK
 FE0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0036_STAMPING: TUCKER 1959
 FE0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0036+STABILITY: SURFACE MOTION
 FE0036
 FE0036  HISTORY     - Date     Condition        Report By
 FE0036  HISTORY     - 1959     MONUMENTED       CGS
 FE0036  HISTORY     - 1959     GOOD             CGS
 FE0036  HISTORY     - 20051108 MARK NOT FOUND   GEOCAC
 FE0036
 FE0036                          STATION DESCRIPTION
 FE0036
 FE0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0036'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF HOLLADAY,
 FE0036'ABOUT 3 MILES NORTHWEST OF SUGAR TREE, ABOUT 1.5 MILES SOUTH OF
 FE0036'SMALL SETTLEMENT OF MCILLWAIN, 35 FEET SOUTH-SOUTHWEST OF THE CENTER
 FE0036'OF THE GRAVELED ROAD, 12 FEET EAST OF A TRIANGLE BLAZED OAK
 FE0036'TREE, 3 FEET NORTHEAST OF A WITNESS SIGN AND ON MR. O. E. COX
 FE0036'PROPERTY. THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF
 FE0036'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0036'STAMPED TUCKER 1959.
 FE0036'
 FE0036'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0036'BELOW THE SURFACE OF THE GROUND AND IS STAMPED TUCKER 1959.
 FE0036'
 FE0036'TO REACH THE STATION FROM THE POST OFFICE IN HOLLADAY, GO SOUTHEAST
 FE0036'ON STATE HIGHWAY NO. 69 FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT,
 FE0036'THIS IS 0.1 MILE WEST OF THE SMALL SETTLEMENT OF MCILLWAIN, TURN
 FE0036'RIGHT ON THE GRAVELED ROAD AND GO 1.0 MILE TO THE FLATWOODS
 FE0036'BAPTIST CHURCH ON THE RIGHT, CONTINUE SOUTH FOR 0.35 MILE TO A SIDE
 FE0036'ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD AND GO EAST-SOUTHEAST
 FE0036'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 FE0036'EAST-SOUTHEAST FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 FE0036'DESCRIBED.
 FE0036'
 FE0036'REFERENCE MARK NO. 1 IS 15 FEET NORTHEAST OF THE CENTER OF THE
 FE0036'GRAVELED ROAD. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF
 FE0036'THE GROUND AND IS STAMPED TUCKER NO 1 1959.
 FE0036'
 FE0036'REFERENCE MARK NO. 2 IS 16 FEET NORTHEAST OF THE CENTER OF THE
 FE0036'GRAVELED ROAD. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF
 FE0036'THE GROUND AND IS STAMPED TUCKER NO 2 1959.
 FE0036'
 FE0036'AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 4
 FE0036'FEET NORTH OF A WITNESS SIGN. THE MARK PROJECTS 1 INCH ABOVE THE
 FE0036'SURFACE OF THE GROUND AND IS STAMPED TUCKER 1959.
 FE0036'
 FE0036'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FE0036
 FE0036                          STATION RECOVERY (1959)
 FE0036
 FE0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0036'1.9 MI S FROM MC ILLWAIN.
 FE0036'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0036'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0036'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0036'69, THENCE 1.4 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION,
 FE0036'THENCE 0.4 MILE SOUTHEAST ON A GRAVELED ROAD, 35 FT.
 FE0036'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 12 FT. EAST
 FE0036'OF A TRIANGLE BLAZED TREE, AND 3 FT. NORTHEAST OF A WITNESS SIGN,
 FE0036'A DISK SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH
 FE0036'THE GROUND.
 FE0036
 FE0036                          STATION RECOVERY (2005)
 FE0036
 FE0036'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 FE0036'THE ADJUSTED COORDINATES FOR THIS MARK LOCATE A POINT ABOUT HALFWAY
 FE0036'BETWEEN THE WESTBOUND
 FE0036'LANES OF INTERSTATE 40, AND THE END OF THE EXIT RAMP FROM THOSE LANES
 FE0036'TO US ROUTE 641, AT
 FE0036'EXIT NUMBER 126. AT THIS EXIT, ROUTE 641 PASSES OVER THE INTERSTATE,
 FE0036'WHICH IS IN A MODERATELY
 FE0036'DEEP CUT. THERE IS EVERY INDICATION THAT EVEN THE UNDERGROUND MARK WAS
 FE0036'EXCAVATED DURING THE
 FE0036'CONSTRUCTION OF THIS INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0255 ***********************************************************************
 GC0255  DESIGNATION -  TUCKER
 GC0255  PID         -  GC0255
 GC0255  STATE/COUNTY-  TN/WILSON
 GC0255  USGS QUAD   -  LEBANON (1983)
 GC0255
 GC0255                         *CURRENT SURVEY CONTROL
 GC0255  ___________________________________________________________________
 GC0255* NAD 83(1995)-  36 11 09.16284(N)    086 22 11.80684(W)     ADJUSTED  
 GC0255* NAVD 88     -       219.187  (meters)     719.12   (feet)  ADJUSTED  
 GC0255  ___________________________________________________________________
 GC0255  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GC0255  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0255  DYNAMIC HT  -         219.004 (meters)     718.52  (feet)  COMP
 GC0255  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 GC0255
 GC0255  HORZ ORDER  -  SECOND
 GC0255  VERT ORDER  -  SECOND    CLASS 0
 GC0255
 GC0255.The horizontal coordinates were established by classical geodetic methods
 GC0255.and adjusted by the National Geodetic Survey in April 1999..
 GC0255
 GC0255.The orthometric height was determined by differential leveling
 GC0255.and adjusted by the National Geodetic Survey in June 1991..
 GC0255
 GC0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0255
 GC0255.The geoid height was determined by GEOID03.
 GC0255
 GC0255.The dynamic height is computed by dividing the NAVD 88
 GC0255.geopotential number by the normal gravity value computed on the
 GC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0255.degrees latitude (g = 980.6199 gals.).
 GC0255
 GC0255.The modeled gravity was interpolated from observed gravity values.
 GC0255
 GC0255;                    North         East     Units Scale Factor Converg.
 GC0255;SPC TN       -   205,602.711   566,723.896   MT  0.99996720   -0 12 59.7
 GC0255;SPC TN       -   674,548.23  1,859,326.65   sFT  0.99996720   -0 12 59.7
 GC0255;UTM  16      - 4,004,749.332   556,652.030   MT  0.99963954   +0 22 19.2
 GC0255
 GC0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0255!SPC TN       -   0.99997017  x   0.99996720  =   0.99993737
 GC0255!UTM  16      -   0.99997017  x   0.99963954  =   0.99960972
 GC0255
 GC0255:                Primary Azimuth Mark                     Grid Az
 GC0255:SPC TN       -  LEBANON MUNICIPAL TANK                   046 39 12.5
 GC0255:UTM  16      -  LEBANON MUNICIPAL TANK                   046 03 53.6
 GC0255
 GC0255|---------------------------------------------------------------------|
 GC0255| PID    Reference Object                     Distance      Geod. Az  |
 GC0255|                                                           dddmmss.s |
 GC0255| GC2155 LEBANON MUNICIPAL TANK              APPROX. 6.1 KM 0462612.8 |
 GC0255| GC0257 TUCKER AZ MK                                       0723229.1 |
 GC0255| GC2164 LEEVILLE TX E PLINE MICROWAVE       APPROX. 3.7 KM 1941344.6 |
 GC0255| GC0254 TUCKER RM 1                          25.411 METERS 20325     |
 GC0255| GC0256 TUCKER RM 2                          27.158 METERS 27917     |
 GC0255|---------------------------------------------------------------------|
 GC0255
 GC0255                          SUPERSEDED SURVEY CONTROL
 GC0255
 GC0255  NAD 83(1995)-  36 11 09.16579(N)    086 22 11.80910(W) AD(       ) 2
 GC0255  NAD 83(1995)-  36 11 09.16793(N)    086 22 11.81060(W) AD(       ) 2
 GC0255  NAD 83(1986)-  36 11 09.17377(N)    086 22 11.80889(W) AD(       ) 2
 GC0255  NAD 27      -  36 11 08.97400(N)    086 22 11.83770(W) AD(       ) 2
 GC0255  NGVD 29 (??/??/92)  219.242  (m)          719.30   (f) ADJ UNCH    2 0
 GC0255
 GC0255.Superseded values are not recommended for survey control.
 GC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0255.See file dsdata.txt to determine how the superseded data were derived.
 GC0255
 GC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5665204749(NAD 83)
 GC0255_MARKER: DS = TRIANGULATION STATION DISK
 GC0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0255_STAMPING: TUCKER 1960
 GC0255_MARK LOGO: CGS   
 GC0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0255+STABILITY: SURFACE MOTION
 GC0255
 GC0255  HISTORY     - Date     Condition        Report By
 GC0255  HISTORY     - 1960     MONUMENTED       CGS
 GC0255  HISTORY     - 1960     GOOD             CGS
 GC0255
 GC0255                          STATION DESCRIPTION
 GC0255
 GC0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0255'7.8 MI SW FROM LEBANON.
 GC0255'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0255'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 5.6 MILES WEST
 GC0255'ON INTERSTATE HIGHWAY 40, THEN 0.2 MILE WEST ON TUCKER GAP ROAD
 GC0255'TO A REVERSE Y, THEN GO 0.2 MILE EAST ON A GRAVELED ROAD TO
 GC0255'A PRIVATE DRIVEWAY INTO THE SANDERS FARM YARD, AND THE STATION
 GC0255'ON THE RIGHT.  THE STATION MARK IS 32 FT. SOUTH OF THE CENTER
 GC0255'OF THE GRAVELED ROAD, 21 FT. EAST OF THE CENTER OF THE DRIVEWAY,
 GC0255'18 FT. SOUTHEAST OF A GATE POST, AND 2.1 FT. NORTHWEST OF A
 GC0255'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GC0255'IS FLUSH WITH THE GROUND.
 GC0255
 GC0255                          STATION RECOVERY (1960)
 GC0255
 GC0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0255'THE STATION IS LOCATED ON THE PROPERTY OF MR. R.G. SANDERS, ABOUT 4
 GC0255'1/2 MILES SOUTHWEST OF LEBANON, AND 3 MILES EAST OF LEEVILLE.
 GC0255'
 GC0255'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO WEST, ON U.S.
 GC0255'HIGHWAY 70N FOR 1 BLOCK TO A TRAFFIC LIGHT.  TURN LEFT, SOUTH,
 GC0255'ON SOUTH MAPLE AND GO 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 GC0255'WEST, AND GO 0.2 MILE TO A T-ROAD.  TURN LEFT, SOUTH, AND GO 0.25
 GC0255'MILE TO A CROSSROAD.  TURN RIGHT, AND GO WESTERLY FOR 3.65 MILES TO
 GC0255'AN ANGLING CROSSROAD*.  TURN RIGHT, ON A NARROW GRAVELED ROAD AND
 GC0255'GO 0.45 MILE TO A PRIVATE DRIVE-WAY, INTO THE SANDERS FARM YARD, AND
 GC0255'THE STATION ON THE LEFT.
 GC0255'
 GC0255'*TO REACH THE AZIMUTH MARK FROM THE ANGLING CROSSROAD, TURN LEFT,
 GC0255'EAST, AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC0255'
 GC0255'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED TUCKER 1960,
 GC0255'SET IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 32 FEET
 GC0255'SOUTH OF THE CENTER OF A GRAVELED ROAD, 21 FEET EAST OF THE CENTER OF
 GC0255'DRIVE-WAY, 18 FEET SOUTHEAST OF A GATE POST, AND 2.1 FEET NORTHWEST
 GC0255'OF A WITNESS SIGN.
 GC0255'
 GC0255'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED TUCKER NO 1 1960,
 GC0255'SET IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 20 FEET WEST OF
 GC0255'THE CENTER OF A DRIVE-WAY AND SET JUST EAST OF A WIRE FENCE.
 GC0255'
 GC0255'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED TUCKER NO 2 1960,
 GC0255'SET IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 30 FEET NORTH OF A
 GC0255'WOODEN FENCE, 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND SET
 GC0255'JUST SOUTH OF A WIRE FENCE.
 GC0255'
 GC0255'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TUCKER 1960, SET IN A
 GC0255'CONCRETE MONUMENT, AND SET FLUSH.  IT IS 12 FEET SOUTH OF THE
 GC0255'CENTER OF A GRAVELED ROAD, 1.2 FEET WEST OF A WITNESS SIGN, AND 1
 GC0255'FOOT NORTH OF A WIRE FENCE.
 GC0255'
 GC0255'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2244 ***********************************************************************
 FE2244  DESIGNATION -  TUCKER
 FE2244  PID         -  FE2244
 FE2244  STATE/COUNTY-  TN/DECATUR
 FE2244  USGS QUAD   -  THURMAN (1972)
 FE2244
 FE2244                         *CURRENT SURVEY CONTROL
 FE2244  ___________________________________________________________________
 FE2244* NAD 83(1995)-  35 28 49.09814(N)    088 10 19.01564(W)     ADJUSTED  
 FE2244* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FE2244  ___________________________________________________________________
 FE2244  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2244  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE2244
 FE2244  HORZ ORDER  -  SECOND
 FE2244
 FE2244.The horizontal coordinates were established by classical geodetic methods
 FE2244.and adjusted by the National Geodetic Survey in April 1999..
 FE2244
 FE2244.The orthometric height was scaled from a topographic map.
 FE2244
 FE2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2244
 FE2244.The geoid height was determined by GEOID03.
 FE2244
 FE2244;                    North         East     Units Scale Factor Converg.
 FE2244;SPC TN       -   129,442.819   402,914.933   MT  0.99996735   -1 16 17.6
 FE2244;SPC TN       -   424,680.32  1,321,896.74   sFT  0.99996735   -1 16 17.6
 FE2244;UTM  16      - 3,926,940.336   393,683.953   MT  0.99973929   -0 40 49.0
 FE2244
 FE2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2244!SPC TN       -   0.99997332  x   0.99996735  =   0.99994067
 FE2244!UTM  16      -   0.99997332  x   0.99973929  =   0.99971261
 FE2244
 FE2244:                Primary Azimuth Mark                     Grid Az
 FE2244:SPC TN       -  ZION                                     068 15 10.0
 FE2244:UTM  16      -  ZION                                     067 39 41.4
 FE2244
 FE2244|---------------------------------------------------------------------|
 FE2244| PID    Reference Object                     Distance      Geod. Az  |
 FE2244|                                                           dddmmss.s |
 FE2244| FE2220 ZION                                APPROX.11.3 KM 0665852.4 |
 FE2244| CG5261 TUCKER RM 1                          19.794 METERS 08408     |
 FE2244| CG5262 TUCKER RM 2                          24.576 METERS 21326     |
 FE2244| CG4446 TUCKER AZ MK                                       2474139.4 |
 FE2244|---------------------------------------------------------------------|
 FE2244
 FE2244                          SUPERSEDED SURVEY CONTROL
 FE2244
 FE2244  NAD 83(1995)-  35 28 49.10315(N)    088 10 19.01666(W) AD(       ) 2
 FE2244  NAD 83(1995)-  35 28 49.10429(N)    088 10 19.01481(W) AD(       ) 2
 FE2244  NAD 83(1986)-  35 28 49.10766(N)    088 10 19.01623(W) AD(       ) 2
 FE2244  NAD 27      -  35 28 48.84300(N)    088 10 18.89400(W) AD(       ) 2
 FE2244
 FE2244.Superseded values are not recommended for survey control.
 FE2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2244.See file dsdata.txt to determine how the superseded data were derived.
 FE2244
 FE2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9368426940(NAD 83)
 FE2244_MARKER: DS = TRIANGULATION STATION DISK
 FE2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2244
 FE2244  HISTORY     - Date     Condition        Report By
 FE2244  HISTORY     - 1934     MONUMENTED       CGS
 FE2244  HISTORY     - 1962     GOOD             CGS
 FE2244
 FE2244                          STATION DESCRIPTION
 FE2244
 FE2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2244'ABOUT 4-3/4 MILES WEST-NORTHWEST OF BATH SPRINGS, 5 MILES SOUTHEAST
 FE2244'OF SCOTTS HILL POST OFFICE, 7-3/4 MILES SOUTH- SOUTHWEST OF
 FE2244'DECATURVILLE, ON SUMMIT OF HILL KNOWN LOCALLY AS JESSIE TUCKER HILL,
 FE2244'ON PROPERTY OF JESSIE TUCKER, 15 FEET WEST OF HIGHEST POINT
 FE2244'ON RIDGE, 15 FEET WEST-NORTHWEST OF 6-INCH HICKORY TREE, AND 16 FEET
 FE2244'NORTH-NORTHWEST OF 12-INCH CHESTNUT TREE. TO REACH FROM
 FE2244'JUNCTION OF ROUTES 69 AND 114 IN BATH SPRINGS, FOLLOW ROUTE 69 SOUTH
 FE2244'1.5 MILES, TURN SHARPLY TO RIGHT ONTO SIDE ROAD JUST BEFORE
 FE2244'REACHING WHITE CHURCH ON LEFT, FOLLOW THIS MAIN ROAD 3.1
 FE2244'MILES, KEEP TO MAIN ROAD LEFT AT RIGHT FORK, CONTINUE 0.85 MILE, KEEP
 FE2244'STRAIGHT AHEAD AT CROSSROAD, PROCEED 1.25 MILES, TURN RIGHT
 FE2244'(NORTH) ONTO DIRT T-ROAD OPPOSITE HOUSE ON LEFT, AND CONTINUE 0.9
 FE2244'MILE TO POINT OPPOSITE HILL ON RIGHT. STATION IS 200 YARDS
 FE2244'NORTHEAST OF THIS POINT ON WOODED RIDGE. SURFACE AND UNDERGROUND
 FE2244'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2244'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISK IN CONCRETE.
 FE2244'NO. 1 IS 12 FEET WEST-NORTHWEST OF 8-INCH OAK TREE,
 FE2244'ON DOWNHILL SLOPE ON EAST SIDE OF RIDGE, AND 64.94 FEET FROM
 FE2244'STATION N 84 DEG 08 MIN E.  NO. 2 IS ALONG TOP OF RIDGE, ABOUT
 FE2244'15 FEET WEST OF HIGHEST PART OF RIDGE, 12 FEET
 FE2244'EAST-SOUTHEAST OF 6-INCH WHITE-OAK TREE, AND 80.63 FEET FROM STATION
 FE2244'S 33 DEG 26 MIN W.  AZIMUTH MARK IS 10 FEET
 FE2244'WEST-SOUTHWEST OF CENTER LINE OF ROAD, 25 YARDS SOUTH OF SMALL WOODEN
 FE2244'CULVERT IN ROAD, AND 500 FEET FROM STATION S 67 DEG 42 MIN W.
 FE2244
 FE2244                          STATION RECOVERY (1962)
 FE2244
 FE2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FE2244'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2244'CONDITION.
 FE2244'
 FE2244'ANY REPORT SUBMITTED PRIOR TO THIS DATE, MAY 18, 1962, BY ANY AGENCY
 FE2244'OR ORGANIZATION STATING THAT THIS STATION WAS LOST, SHOULD
 FE2244'BE DISREGARDED AND THE RECORDS DISPOSED OF.
 FE2244'
 FE2244'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 FE2244'
 FE2244'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 69 AND STATE
 FE2244'ROUTE 114 IN THE SMALL COMMUNITY OF THREE WAY ABOUT 11 MILES
 FE2244'NORTHEAST OF SALTILLO, GO SOUTHWEST ON STATE ROUTE 69 FOR 0.8 MILE TO
 FE2244'COUNTY ROAD S 8067 ON THE RIGHT. HERE TURN RIGHT ON COUNTY
 FE2244'ROAD S 8067 AND GO NORTH AND NORTHWESTERLY TOWARD SCOTTS HILL FOR 3.8
 FE2244'MILES TO A GRAVELED CROSSROAD AND A TVA SUB-STATION IN THE
 FE2244'SOUTHWEST ANGLE. HERE TURN RIGHT AND GO NORTHERLY ON A GRAVELED
 FE2244'ROAD FOR 1.45 MILES TO THE PLEASANT HILL METHODIST CHURCH AND
 FE2244'CEMETERY ON THE RIGHT. CONTINUE NORTHERLY FOR 0.2 MILE TO A
 FE2244'FORK, TAKE THE LEFT FORK AND FOLLOW A WINDING ROAD WEST AND
 FE2244'SOUTHWESTERLY FOR 1.9 MILES TO THE SUMMIT OF A LARGE HILL
 FE2244'AND THE AZIMUTH MARK ON THE RIGHT. FROM THIS POINT PACK NORTHEASTERLY
 FE2244'THROUGH THE WOODS FOR ABOUT 0.1 MILE TO THE TOP OF THE HILL
 FE2244'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0257 ***********************************************************************
 GC0257  DESIGNATION -  TUCKER AZ MK
 GC0257  PID         -  GC0257
 GC0257  STATE/COUNTY-  TN/WILSON
 GC0257  USGS QUAD   -  LEBANON (1983)
 GC0257
 GC0257                         *CURRENT SURVEY CONTROL
 GC0257  ___________________________________________________________________
 GC0257* NAD 83(1986)-  36 11 18.     (N)    086 21 34.     (W)     SCALED    
 GC0257* NAVD 88     -       189.024  (meters)     620.16   (feet)  ADJUSTED  
 GC0257  ___________________________________________________________________
 GC0257  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0257  DYNAMIC HT  -         188.866 (meters)     619.64  (feet)  COMP
 GC0257  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GC0257
 GC0257  VERT ORDER  -  SECOND    CLASS 0
 GC0257
 GC0257.The horizontal coordinates were scaled from a topographic map and have
 GC0257.an estimated accuracy of +/- 6 seconds.
 GC0257
 GC0257.The orthometric height was determined by differential leveling
 GC0257.and adjusted by the National Geodetic Survey in June 1991..
 GC0257
 GC0257.The geoid height was determined by GEOID03.
 GC0257
 GC0257.The dynamic height is computed by dividing the NAVD 88
 GC0257.geopotential number by the normal gravity value computed on the
 GC0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0257.degrees latitude (g = 980.6199 gals.).
 GC0257
 GC0257.The modeled gravity was interpolated from observed gravity values.
 GC0257
 GC0257;                    North         East    Units  Estimated Accuracy
 GC0257;SPC TN       -   205,870.      567,670.      MT  (+/- 180 meters Scaled)
 GC0257
 GC0257                          SUPERSEDED SURVEY CONTROL
 GC0257
 GC0257  NGVD 29 (??/??/92)  189.080  (m)          620.34   (f) ADJ UNCH    2 0
 GC0257
 GC0257.Superseded values are not recommended for survey control.
 GC0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0257.See file dsdata.txt to determine how the superseded data were derived.
 GC0257
 GC0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF575050(NAD 83)
 GC0257_MARKER: DZ = AZIMUTH MARK DISK
 GC0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0257_STAMPING: TUCKER 1960
 GC0257_MARK LOGO: CGS   
 GC0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0257+STABILITY: SURFACE MOTION
 GC0257
 GC0257  HISTORY     - Date     Condition        Report By
 GC0257  HISTORY     - 1960     MONUMENTED       CGS
 GC0257
 GC0257                          STATION DESCRIPTION
 GC0257
 GC0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0257'7.2 MI SW FROM LEBANON.
 GC0257'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0257'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 4.8 MILE WEST
 GC0257'ON INTERSTATE HIGHWAY 40, THEN 0.35 MILE NORTH ON A GRAVELED ROAD
 GC0257'TO THE HEBRON CHURCH, THEN 0.2 MILE WEST ON A GRAVELED ROAD.
 GC0257'THE MARK IS 12 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.2
 GC0257'FT. WEST OF A WITNESS SIGN, AND 1 FT. NORTH OF A WIRE FENCE.  THE
 GC0257'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0257'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0037 ***********************************************************************
 FE0037  DESIGNATION -  TUCKER RM 1
 FE0037  PID         -  FE0037
 FE0037  STATE/COUNTY-  TN/DECATUR
 FE0037  USGS QUAD   -  SUGAR TREE (1986)
 FE0037
 FE0037                         *CURRENT SURVEY CONTROL
 FE0037  ___________________________________________________________________
 FE0037* NAD 83(1986)-  35 50 28.     (N)    088 05 09.     (W)     SCALED    
 FE0037* NAVD 88     -       185.700  (meters)     609.25   (feet)  ADJUSTED  
 FE0037  ___________________________________________________________________
 FE0037  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0037  DYNAMIC HT  -         185.539 (meters)     608.72  (feet)  COMP
 FE0037  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FE0037
 FE0037  VERT ORDER  -  SECOND    CLASS 0
 FE0037
 FE0037.The horizontal coordinates were scaled from a topographic map and have
 FE0037.an estimated accuracy of +/- 6 seconds.
 FE0037
 FE0037.The orthometric height was determined by differential leveling
 FE0037.and adjusted by the National Geodetic Survey in June 1991..
 FE0037
 FE0037.The geoid height was determined by GEOID03.
 FE0037
 FE0037.The dynamic height is computed by dividing the NAVD 88
 FE0037.geopotential number by the normal gravity value computed on the
 FE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0037.degrees latitude (g = 980.6199 gals.).
 FE0037
 FE0037.The modeled gravity was interpolated from observed gravity values.
 FE0037
 FE0037;                    North         East    Units  Estimated Accuracy
 FE0037;SPC TN       -   169,290.      411,580.      MT  (+/- 180 meters Scaled)
 FE0037
 FE0037                          SUPERSEDED SURVEY CONTROL
 FE0037
 FE0037  NGVD 29 (??/??/??)  185.720  (m)          609.32   (f) ADJUSTED    2 0
 FE0037
 FE0037.Superseded values are not recommended for survey control.
 FE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0037.See file dsdata.txt to determine how the superseded data were derived.
 FE0037
 FE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE019668(NAD 83)
 FE0037_MARKER: DR = REFERENCE MARK DISK
 FE0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0037_STAMPING: TUCKER NO 1 1959
 FE0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0037+STABILITY: SURFACE MOTION
 FE0037
 FE0037  HISTORY     - Date     Condition        Report By
 FE0037  HISTORY     - 1959     MONUMENTED       CGS
 FE0037
 FE0037                          STATION DESCRIPTION
 FE0037
 FE0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0037'1.9 MI S FROM MC ILLWAIN.
 FE0037'THIS MARK IS LOCATED AT THE TUCKER 1959 STATION SITE, 90.8 FT.
 FE0037'NORTH-NORTHWEST OF THE STATION MARK, 15 FT. NORTHEAST OF A
 FE0037'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE0037'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0254 ***********************************************************************
 GC0254  DESIGNATION -  TUCKER RM 1
 GC0254  PID         -  GC0254
 GC0254  STATE/COUNTY-  TN/WILSON
 GC0254  USGS QUAD   -  LEBANON (1983)
 GC0254
 GC0254                         *CURRENT SURVEY CONTROL
 GC0254  ___________________________________________________________________
 GC0254* NAD 83(1986)-  36 11 08.     (N)    086 22 11.     (W)     SCALED    
 GC0254* NAVD 88     -       219.328  (meters)     719.58   (feet)  ADJUSTED  
 GC0254  ___________________________________________________________________
 GC0254  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0254  DYNAMIC HT  -         219.145 (meters)     718.98  (feet)  COMP
 GC0254  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GC0254
 GC0254  VERT ORDER  -  SECOND    CLASS 0
 GC0254
 GC0254.The horizontal coordinates were scaled from a topographic map and have
 GC0254.an estimated accuracy of +/- 6 seconds.
 GC0254
 GC0254.The orthometric height was determined by differential leveling
 GC0254.and adjusted by the National Geodetic Survey in June 1991..
 GC0254
 GC0254.The geoid height was determined by GEOID03.
 GC0254
 GC0254.The dynamic height is computed by dividing the NAVD 88
 GC0254.geopotential number by the normal gravity value computed on the
 GC0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0254.degrees latitude (g = 980.6199 gals.).
 GC0254
 GC0254.The modeled gravity was interpolated from observed gravity values.
 GC0254
 GC0254;                    North         East    Units  Estimated Accuracy
 GC0254;SPC TN       -   205,570.      566,740.      MT  (+/- 180 meters Scaled)
 GC0254
 GC0254                          SUPERSEDED SURVEY CONTROL
 GC0254
 GC0254  NGVD 29 (??/??/92)  219.383  (m)          719.76   (f) ADJ UNCH    2 0
 GC0254
 GC0254.Superseded values are not recommended for survey control.
 GC0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0254.See file dsdata.txt to determine how the superseded data were derived.
 GC0254
 GC0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF566047(NAD 83)
 GC0254_MARKER: DR = REFERENCE MARK DISK
 GC0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0254_STAMPING: TUCKER NO 1 1960
 GC0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0254+STABILITY: SURFACE MOTION
 GC0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0254+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0254
 GC0254  HISTORY     - Date     Condition        Report By
 GC0254  HISTORY     - 1960     MONUMENTED       CGS
 GC0254  HISTORY     - 20010226 GOOD             TNDT
 GC0254
 GC0254                          STATION DESCRIPTION
 GC0254
 GC0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0254'7.8 MI SW FROM LEBANON.
 GC0254'THIS MARK IS LOCATED AT THE TUCKER 1960 STATION SITE, 83.4 FT.
 GC0254'EAST OF THE STATION MARK, 20 FT. WEST OF THE CENTER OF THE
 GC0254'DRIVEWAY AND JUST EAST OF A WIRE FENCE.  THE DISK IS SET IN TOP
 GC0254'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0254
 GC0254                          STATION RECOVERY (2001)
 GC0254
 GC0254'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0035 ***********************************************************************
 FE0035  DESIGNATION -  TUCKER RM 2
 FE0035  PID         -  FE0035
 FE0035  STATE/COUNTY-  TN/DECATUR
 FE0035  USGS QUAD   -  SUGAR TREE (1986)
 FE0035
 FE0035                         *CURRENT SURVEY CONTROL
 FE0035  ___________________________________________________________________
 FE0035* NAD 83(1986)-  35 50 27.     (N)    088 05 08.     (W)     SCALED    
 FE0035* NAVD 88     -       185.264  (meters)     607.82   (feet)  ADJUSTED  
 FE0035  ___________________________________________________________________
 FE0035  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0035  DYNAMIC HT  -         185.104 (meters)     607.30  (feet)  COMP
 FE0035  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FE0035
 FE0035  VERT ORDER  -  SECOND    CLASS 0
 FE0035
 FE0035.The horizontal coordinates were scaled from a topographic map and have
 FE0035.an estimated accuracy of +/- 6 seconds.
 FE0035
 FE0035.The orthometric height was determined by differential leveling
 FE0035.and adjusted by the National Geodetic Survey in June 1991..
 FE0035
 FE0035.The geoid height was determined by GEOID03.
 FE0035
 FE0035.The dynamic height is computed by dividing the NAVD 88
 FE0035.geopotential number by the normal gravity value computed on the
 FE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0035.degrees latitude (g = 980.6199 gals.).
 FE0035
 FE0035.The modeled gravity was interpolated from observed gravity values.
 FE0035
 FE0035;                    North         East    Units  Estimated Accuracy
 FE0035;SPC TN       -   169,260.      411,610.      MT  (+/- 180 meters Scaled)
 FE0035
 FE0035                          SUPERSEDED SURVEY CONTROL
 FE0035
 FE0035  NGVD 29 (??/??/??)  185.285  (m)          607.89   (f) ADJUSTED    2 0
 FE0035
 FE0035.Superseded values are not recommended for survey control.
 FE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0035.See file dsdata.txt to determine how the superseded data were derived.
 FE0035
 FE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE019668(NAD 83)
 FE0035_MARKER: DR = REFERENCE MARK DISK
 FE0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0035_STAMPING: TUCKER NO 2 1959
 FE0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0035+STABILITY: SURFACE MOTION
 FE0035
 FE0035  HISTORY     - Date     Condition        Report By
 FE0035  HISTORY     - 1959     MONUMENTED       CGS
 FE0035
 FE0035                          STATION DESCRIPTION
 FE0035
 FE0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0035'1.9 MI S FROM MC ILLWAIN.
 FE0035'THIS MARK IS LOCATED AT THE TUCKER 1959 STATION SITE, 73.3 FT.
 FE0035'EAST OF THE STATION MARK, 16 FT. NORTHEAST OF THE CENTER OF A
 FE0035'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE0035'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0256 ***********************************************************************
 GC0256  DESIGNATION -  TUCKER RM 2
 GC0256  PID         -  GC0256
 GC0256  STATE/COUNTY-  TN/WILSON
 GC0256  USGS QUAD   -  LEBANON (1983)
 GC0256
 GC0256                         *CURRENT SURVEY CONTROL
 GC0256  ___________________________________________________________________
 GC0256* NAD 83(1986)-  36 11 08.     (N)    086 22 11.     (W)     SCALED    
 GC0256* NAVD 88     -       220.019  (meters)     721.85   (feet)  ADJUSTED  
 GC0256  ___________________________________________________________________
 GC0256  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0256  DYNAMIC HT  -         219.835 (meters)     721.24  (feet)  COMP
 GC0256  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GC0256
 GC0256  VERT ORDER  -  SECOND    CLASS 0
 GC0256
 GC0256.The horizontal coordinates were scaled from a topographic map and have
 GC0256.an estimated accuracy of +/- 6 seconds.
 GC0256
 GC0256.The orthometric height was determined by differential leveling
 GC0256.and adjusted by the National Geodetic Survey in June 1991..
 GC0256
 GC0256.The geoid height was determined by GEOID03.
 GC0256
 GC0256.The dynamic height is computed by dividing the NAVD 88
 GC0256.geopotential number by the normal gravity value computed on the
 GC0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0256.degrees latitude (g = 980.6199 gals.).
 GC0256
 GC0256.The modeled gravity was interpolated from observed gravity values.
 GC0256
 GC0256;                    North         East    Units  Estimated Accuracy
 GC0256;SPC TN       -   205,570.      566,740.      MT  (+/- 180 meters Scaled)
 GC0256
 GC0256                          SUPERSEDED SURVEY CONTROL
 GC0256
 GC0256  NGVD 29 (??/??/92)  220.075  (m)          722.03   (f) ADJ UNCH    2 0
 GC0256
 GC0256.Superseded values are not recommended for survey control.
 GC0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0256.See file dsdata.txt to determine how the superseded data were derived.
 GC0256
 GC0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF566047(NAD 83)
 GC0256_MARKER: DR = REFERENCE MARK DISK
 GC0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0256_STAMPING: TUCKER NO 2 1960
 GC0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0256+STABILITY: SURFACE MOTION
 GC0256
 GC0256  HISTORY     - Date     Condition        Report By
 GC0256  HISTORY     - 1960     MONUMENTED       CGS
 GC0256  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0256
 GC0256                          STATION DESCRIPTION
 GC0256
 GC0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0256'7.8 MI SW FROM LEBANON.
 GC0256'THIS MARK IS LOCATED AT THE TUCKER 1960 STATION SITE, 89 FT.
 GC0256'WEST OF THE STATION MARK, 30 FT. NORTH OF A WOODEN FENCE, 16 FT.
 GC0256'NORTH OF THE CENTER OF THE GRAVELED ROAD, AND SET JUST SOUTH OF
 GC0256'A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 GC0256'FLUSH WITH THE GROUND.
 GC0256
 GC0256                          STATION RECOVERY (2001)
 GC0256
 GC0256'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0256'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1438 ***********************************************************************
 FD1438  DESIGNATION -  TULLAHOMA
 FD1438  PID         -  FD1438
 FD1438  STATE/COUNTY-  TN/COFFEE
 FD1438  USGS QUAD   -  TULLAHOMA (1982)
 FD1438
 FD1438                         *CURRENT SURVEY CONTROL
 FD1438  ___________________________________________________________________
 FD1438* NAD 83(1995)-  35 21 45.88595(N)    086 12 36.01878(W)     ADJUSTED  
 FD1438* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 FD1438  ___________________________________________________________________
 FD1438  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FD1438  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1438
 FD1438  HORZ ORDER  -  SECOND
 FD1438
 FD1438.The horizontal coordinates were established by classical geodetic methods
 FD1438.and adjusted by the National Geodetic Survey in April 1999..
 FD1438
 FD1438.The orthometric height was scaled from a topographic map.
 FD1438
 FD1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1438
 FD1438.The geoid height was determined by GEOID03.
 FD1438
 FD1438;                    North         East     Units Scale Factor Converg.
 FD1438;SPC TN       -   114,233.655   580,914.355   MT  0.99998202   -0 07 22.6
 FD1438;SPC TN       -   374,781.58  1,905,883.18   sFT  0.99998202   -0 07 22.6
 FD1438;UTM  16      - 3,913,557.798   571,769.507   MT  0.99966348   +0 27 26.0
 FD1438
 FD1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1438!SPC TN       -   0.99995301  x   0.99998202  =   0.99993503
 FD1438!UTM  16      -   0.99995301  x   0.99966348  =   0.99961650
 FD1438
 FD1438:                Primary Azimuth Mark                     Grid Az
 FD1438:SPC TN       -  TULLAHOMA BLACK WATER TANK               109 32 14.8
 FD1438:UTM  16      -  TULLAHOMA BLACK WATER TANK               108 57 26.2
 FD1438
 FD1438|---------------------------------------------------------------------|
 FD1438| PID    Reference Object                     Distance      Geod. Az  |
 FD1438|                                                           dddmmss.s |
 FD1438| FD1435 TULLAHOMA BLACK WATER TANK          APPROX. 2.5 KM 1092452.2 |
 FD1438| FD1437 TULLAHOMA MUNICIPAL TANK            134.381 METERS 14437     |
 FD1438| CG7702 TULLAHOMA RM 1                       27.581 METERS 19815     |
 FD1438| FD1439 TULLAHOMA 2                           5.368 METERS 28419     |
 FD1438| CG7703 TULLAHOMA RM 2                       35.290 METERS 28419     |
 FD1438| FD1436 TULLAHOMA CAMPBELL AND DANN TK      APPROX. 1.4 KM 3264947.9 |
 FD1438| CG7704 TULLAHOMA RM 3 AZIMUTH                             33507     |
 FD1438|---------------------------------------------------------------------|
 FD1438
 FD1438                          SUPERSEDED SURVEY CONTROL
 FD1438
 FD1438  NAD 83(1995)-  35 21 45.89143(N)    086 12 36.01765(W) AD(       ) 2
 FD1438  NAD 83(1995)-  35 21 45.89134(N)    086 12 36.01753(W) AD(       ) 2
 FD1438  NAD 83(1995)-  35 21 45.89480(N)    086 12 36.01952(W) AD(       ) 2
 FD1438  NAD 83(1986)-  35 21 45.89788(N)    086 12 36.01770(W) AD(       ) 2
 FD1438  NAD 27      -  35 21 45.61600(N)    086 12 36.05100(W) AD(       ) 2
 FD1438
 FD1438.Superseded values are not recommended for survey control.
 FD1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1438.See file dsdata.txt to determine how the superseded data were derived.
 FD1438
 FD1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7177013558(NAD 83)
 FD1438_MARKER: DS = TRIANGULATION STATION DISK
 FD1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1438
 FD1438  HISTORY     - Date     Condition        Report By
 FD1438  HISTORY     - 1934     MONUMENTED       CGS
 FD1438  HISTORY     - 1941     GOOD             CGS
 FD1438  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FD1438
 FD1438                          STATION DESCRIPTION
 FD1438
 FD1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1438'IN TULLAHOMA, 47 FEET EAST OF CENTER LINE OF ATLANTIC STREET, 92 FEET
 FD1438'NORTH FROM CENTER
 FD1438'LINE OF LINCOLN STREET, AND 78 FEET WEST OF CENTER
 FD1438'LINE OF NASHVILLE, CHATTANOOGA AND ST
 FD1438'LOUIS RAILWAY.  SURFACE AND
 FD1438'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1438'CONCRETE.
 FD1438'REFERENCE MARK NO 1 IS STANDARD REFERENCE DISK IN
 FD1438'SIDEWALK, ON
 FD1438'NORTHWEST CORNER OF LINCOLN AND ATLANTIC STREETS, AND
 FD1438'90.49 FEET FROM STATION
 FD1438'REFERENCE MARK NO
 FD1438'2 IS STANDARD REFERENCE DISK IN SIDEWALK, ON
 FD1438'WEST SIDE OF ATLANTIC
 FD1438'STREET, AND 115.78 FEET FROM STATION.
 FD1438'DISTANCE
 FD1438'BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 142 FEET.  REFERENCE
 FD1438'MARK NO 3 (AZIMUTH MARK) IS
 FD1438'STANDARD REFERENCE DISK IN CONCRETE,
 FD1438'ACROSS RAILROAD TRACKS FROM STATION,
 FD1438'BETWEEN STREET AND TRACKS,
 FD1438'AND ABOUT 0.25 MILE FROM STATION N 24 DEG 02 MIN W.
 FD1438'TULLAHOMA, MUNICIPAL WATER TANK (ALUMINUM), IS ABOUT 135 METERS (443
 FD1438'FEET) FROM STATION
 FD1438'S 35 DEG 24 MIN E.
 FD1438
 FD1438                          STATION RECOVERY (1941)
 FD1438
 FD1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (WHL)
 FD1438'RECOVERED THE AZIMUTH MARK FOR STATION TULLAHOMA.  THE MARK DOES NOT
 FD1438'APPEAR TO HAVE
 FD1438'BEEN DISTURBED AS YET.  LETTERS OR NUMBERS FOUND
 FD1438'STAMPED ON (NOT CAST IN) THE MARK
 FD1438'AZIMUTH 1 1934.
 FD1438'
 FD1438'THIS BENCH MARK IS NOT ON LIST FURNISHED ME FOR INSPECTION.  IT IS
 FD1438'ABOUT 600 FEET NW
 FD1438'OF DEPOT AT TULLAHOMA AND ABOUT 90 FEET NE OF MAIN
 FD1438'TRACK.
 FD1438'
 FD1438'CONSTANT VEHICULAR TRAFFIC AROUND THE POST HAS EXPOSED ABOUT 12
 FD1438'INCHES OF THE
 FD1438'CONCRETE POST ON THE SE SIDE AND A LESS AMOUNT ON THE
 FD1438'OTHER SIDES.  IT IS STILL PLUMB
 FD1438'AND LEVEL AND DOES NOT APPEAR TO HAVE
 FD1438'BEEN DISTURBED.  IT WAS DISCOVERED ACCIDENTLY
 FD1438'WHILE MAKING SURVEY AT
 FD1438'THIS POINT.
 FD1438'
 FD1438'BENCH MARK N 6 IS ABOUT 1000 FEET NW OF THIS BENCH MARK AND P 6 IS
 FD1438'ABOUT 500 FEET S.
 FD1438
 FD1438                          STATION RECOVERY (1957)
 FD1438
 FD1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW)
 FD1438'ALL MARKS WERE RECOVERED IN GOOD CONDITION, EXCEPT THAT THE AZIMUTH
 FD1438'MARK EVIDENTLY AND
 FD1438'REPORTEDLY WAS DESTROYED SOMETIME BETWEEN 1941 AND 1943
 FD1438'INCLUSIVE BY EXCAVATION FOR THE
 FD1438'PRESENT RAILROAD STATION.  THE
 FD1438'SURFACE STATION MARK WAS REMOVED AND USED AS THE
 FD1438'SURFACE STATION MARK
 FD1438'FOR STATION TULLAHOMA 2 1957.  THE SUBSURFACE MARK WAS CHECKED FOR
 FD1438'PLUMBING UNDER
 FD1438'THE SURFACE MARK AND LEFT UNDISTURBED THO IT IS TO BE
 FD1438'UNDER PAVEMENT OF A MUNICIPAL
 FD1438'PARKING LOT PRESENTLY IN COURSE OF
 FD1438'CONSTRUCTION.  THIS SUBSURFACE MARK IS ABOUT 3
 FD1438'FEET UNDERGROUND,
 FD1438'AND IS 5.368 METERS OR 17.61 FEET ESE
 FD1438'284
 FD1438'DEG 17 MIN FROM TULLAHOMA 2 FOR WHICH SEE DESCRIPTION
 FD1438'THEREOF.
 FD1438'
 FD1438'MORE PRECISELY AS DETERMINED BY THE DIRECTION OF TULLAHOMA 2 FROM
 FD1438'TULLAHOMA, MUN WATER
 FD1438'TANK, THE NEW STATION TULLAHOMA 2 IS 5.368 METERS OR 17.61
 FD1438'FEET WESTERLY 104
 FD1438'DEG 17 MIN 21 SEC FROM THE SUBJECT
 FD1438'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1439 ***********************************************************************
 FD1439  DESIGNATION -  TULLAHOMA 2
 FD1439  PID         -  FD1439
 FD1439  STATE/COUNTY-  TN/COFFEE
 FD1439  USGS QUAD   -  TULLAHOMA (1982)
 FD1439
 FD1439                         *CURRENT SURVEY CONTROL
 FD1439  ___________________________________________________________________
 FD1439* NAD 83(1995)-  35 21 45.92903(N)    086 12 36.22481(W)     ADJUSTED  
 FD1439* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 FD1439  ___________________________________________________________________
 FD1439  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FD1439  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1439
 FD1439  HORZ ORDER  -  SECOND
 FD1439
 FD1439.The horizontal coordinates were established by classical geodetic methods
 FD1439.and adjusted by the National Geodetic Survey in April 1999..
 FD1439
 FD1439.The orthometric height was scaled from a topographic map.
 FD1439
 FD1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1439
 FD1439.The geoid height was determined by GEOID03.
 FD1439
 FD1439;                    North         East     Units Scale Factor Converg.
 FD1439;SPC TN       -   114,234.994   580,909.156   MT  0.99998202   -0 07 22.7
 FD1439;SPC TN       -   374,785.98  1,905,866.12   sFT  0.99998202   -0 07 22.7
 FD1439;UTM  16      - 3,913,559.084   571,764.297   MT  0.99966347   +0 27 25.9
 FD1439
 FD1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1439!SPC TN       -   0.99995301  x   0.99998202  =   0.99993503
 FD1439!UTM  16      -   0.99995301  x   0.99966347  =   0.99961649
 FD1439
 FD1439|---------------------------------------------------------------------|
 FD1439| PID    Reference Object                     Distance      Geod. Az  |
 FD1439|                                                           dddmmss.s |
 FD1439| FD1438 TULLAHOMA                             5.368 METERS 10419     |
 FD1439| CG7702 TULLAHOMA RM 1                       27.737 METERS 18709     |
 FD1439| CG7703 TULLAHOMA RM 2                       49.292 METERS 28421     |
 FD1439|---------------------------------------------------------------------|
 FD1439
 FD1439                          SUPERSEDED SURVEY CONTROL
 FD1439
 FD1439  NAD 83(1995)-  35 21 45.93450(N)    086 12 36.22368(W) AD(       ) 2
 FD1439  NAD 83(1995)-  35 21 45.93441(N)    086 12 36.22356(W) AD(       ) 2
 FD1439  NAD 83(1995)-  35 21 45.93787(N)    086 12 36.22555(W) AD(       ) 2
 FD1439  NAD 83(1986)-  35 21 45.94095(N)    086 12 36.22373(W) AD(       ) 2
 FD1439  NAD 27      -  35 21 45.66000(N)    086 12 36.25700(W) AD(       ) 2
 FD1439
 FD1439.Superseded values are not recommended for survey control.
 FD1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1439.See file dsdata.txt to determine how the superseded data were derived.
 FD1439
 FD1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7176413559(NAD 83)
 FD1439_MARKER: DS = TRIANGULATION STATION DISK
 FD1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1439_MARK LOGO: CGS   
 FD1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1439+STABILITY: SURFACE MOTION
 FD1439
 FD1439  HISTORY     - Date     Condition        Report By
 FD1439  HISTORY     - 1957     MONUMENTED       CGS
 FD1439  HISTORY     - 1974     GOOD             TVA
 FD1439
 FD1439                          STATION DESCRIPTION
 FD1439
 FD1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW)
 FD1439'IN TULLAHOMA, ABOUT A BLOCK SE OF THE RAILROAD STATION, 104 FEET NW
 FD1439'OF CENTER LINE OR 71 FEET
 FD1439'NW OF THE PROJECTED-FROM-THE-SW LINE OF THE NW CURB
 FD1439'OF W LINCOLN STREET, 31.3 FEET NE
 FD1439'OF CENTER LINE OR NE OF NE CURB OF
 FD1439'N ATLANTIC STREET, 88.5 FEET SE OF CENTER LINE OF
 FD1439'THE MAIN LINE
 FD1439'TRACKS OF C N AND ST L RAILROAD, 55 FEET NW OF THE PROJECTED LINE OF
 FD1439'THE FACE OF THE
 FD1439'BUILDINGS ON THE NW SIDE OF LINCOLN STREET, ABOUT
 FD1439'LEVEL WITH THE TOP OF NEAREST
 FD1439'CURB, AND BOTH DISKS ARE STAMPED
 FD1439'TULLAHOMA 2 1957.
 FD1439'
 FD1439'REFERENCE STAMPED TULLAHOMA NO 1 1934 IS A STANDARD DISK CEMENTED IN
 FD1439'A DRILL HOLE IN THE
 FD1439'SIDEWALK, 39 FEET NW OF CENTER LINE OR 5 FEET NW OF NW
 FD1439'CURB OF W LINCOLN STREET, AND
 FD1439'31 FEET SW OF CENTER LINE OR 1.5 FEET
 FD1439'SW OF SW CURB OF N ATLANTIC STREET.
 FD1439'
 FD1439'REFERENCE STAMPED TULLAHOMA NO 2 1934 IS SIMILARLY SET, 142 FEET NW
 FD1439'OF NO 1, AND 1.25 FEET SW
 FD1439'OF SW CURB OF N ATLANTIC STREET.
 FD1439'
 FD1439'THERE IS NO AZIMUTH MARK.
 FD1439
 FD1439                          STATION RECOVERY (1974)
 FD1439
 FD1439'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (PP)
 FD1439'TULLAHOMA 2 RECOVERED IN GOOD CONDITION.  NOTE BOTH RM-1 AND RM-2 IN
 FD1439'GOOD CONDITION.
 FD1439'
 FD1439'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TULLAHOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1435 ***********************************************************************
 FD1435  DESIGNATION -  TULLAHOMA BLACK WATER TANK
 FD1435  PID         -  FD1435
 FD1435  STATE/COUNTY-  TN/COFFEE
 FD1435  USGS QUAD   -  TULLAHOMA (1982)
 FD1435
 FD1435                         *CURRENT SURVEY CONTROL
 FD1435  ___________________________________________________________________
 FD1435* NAD 83(1995)-  35 21 18.63007(N)    086 11 01.65565(W)     ADJUSTED  
 FD1435* NAVD 88     -                                                        
 FD1435  ___________________________________________________________________
 FD1435  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 FD1435  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD1435
 FD1435  HORZ ORDER  -  THIRD
 FD1435
 FD1435.The horizontal coordinates were established by classical geodetic methods
 FD1435.and adjusted by the National Geodetic Survey in April 1999..
 FD1435
 FD1435
 FD1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1435
 FD1435.The geoid height was determined by GEOID03.
 FD1435
 FD1435;                    North         East     Units Scale Factor Converg.
 FD1435;SPC TN       -   113,388.889   583,294.965   MT  0.99998310   -0 06 27.4
 FD1435;SPC TN       -   372,010.05  1,913,693.56   sFT  0.99998310   -0 06 27.4
 FD1435;UTM  16      - 3,912,737.436   574,157.790   MT  0.99966777   +0 28 20.3
 FD1435
 FD1435                          SUPERSEDED SURVEY CONTROL
 FD1435
 FD1435  NAD 83(1995)-  35 21 18.63577(N)    086 11 01.65451(W) AD(       ) 4
 FD1435  NAD 83(1995)-  35 21 18.63565(N)    086 11 01.65431(W) AD(       ) 4
 FD1435  NAD 83(1995)-  35 21 18.63901(N)    086 11 01.65674(W) AD(       ) 4
 FD1435  NAD 83(1986)-  35 21 18.64201(N)    086 11 01.65461(W) AD(       ) 4
 FD1435  NAD 27      -  35 21 18.36000(N)    086 11 01.69000(W) AD(       ) 3
 FD1435
 FD1435.Superseded values are not recommended for survey control.
 FD1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1435.See file dsdata.txt to determine how the superseded data were derived.
 FD1435
 FD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7415812737(NAD 83)
 FD1435_MARKER: 51 = TANK
 FD1435
 FD1435  HISTORY     - Date     Condition        Report By
 FD1435  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1435
 FD1435                          STATION DESCRIPTION
 FD1435
 FD1435'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1436 ***********************************************************************
 FD1436  DESIGNATION -  TULLAHOMA CAMPBELL AND DANN TK
 FD1436  PID         -  FD1436
 FD1436  STATE/COUNTY-  TN/COFFEE
 FD1436  USGS QUAD   -  TULLAHOMA (1982)
 FD1436
 FD1436                         *CURRENT SURVEY CONTROL
 FD1436  ___________________________________________________________________
 FD1436* NAD 83(1995)-  35 22 22.92763(N)    086 13 05.58017(W)     ADJUSTED  
 FD1436* NAVD 88     -                                                        
 FD1436  ___________________________________________________________________
 FD1436  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 FD1436  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD1436
 FD1436  HORZ ORDER  -  THIRD
 FD1436
 FD1436.The horizontal coordinates were established by classical geodetic methods
 FD1436.and adjusted by the National Geodetic Survey in April 1999..
 FD1436
 FD1436
 FD1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1436
 FD1436.The geoid height was determined by GEOID03.
 FD1436
 FD1436;                    North         East     Units Scale Factor Converg.
 FD1436;SPC TN       -   115,376.840   580,170.626   MT  0.99998057   -0 07 39.9
 FD1436;SPC TN       -   378,532.18  1,903,443.13   sFT  0.99998057   -0 07 39.9
 FD1436;UTM  16      - 3,914,693.031   571,014.479   MT  0.99966215   +0 27 09.3
 FD1436
 FD1436                          SUPERSEDED SURVEY CONTROL
 FD1436
 FD1436  NAD 83(1995)-  35 22 22.93287(N)    086 13 05.57900(W) AD(       ) 4
 FD1436  NAD 83(1995)-  35 22 22.93293(N)    086 13 05.57903(W) AD(       ) 4
 FD1436  NAD 83(1995)-  35 22 22.93649(N)    086 13 05.58092(W) AD(       ) 4
 FD1436  NAD 83(1986)-  35 22 22.93963(N)    086 13 05.57889(W) AD(       ) 4
 FD1436  NAD 27      -  35 22 22.65600(N)    086 13 05.61200(W) AD(       ) 3
 FD1436
 FD1436.Superseded values are not recommended for survey control.
 FD1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1436.See file dsdata.txt to determine how the superseded data were derived.
 FD1436
 FD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7101414693(NAD 83)
 FD1436_MARKER: 51 = TANK
 FD1436
 FD1436  HISTORY     - Date     Condition        Report By
 FD1436  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1436
 FD1436                          STATION DESCRIPTION
 FD1436
 FD1436'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1673 ***********************************************************************
 FD1673  DESIGNATION -  TULLPORT
 FD1673  PID         -  FD1673
 FD1673  STATE/COUNTY-  TN/COFFEE
 FD1673  USGS QUAD   -  NORMANDY LAKE (1976)
 FD1673
 FD1673                         *CURRENT SURVEY CONTROL
 FD1673  ___________________________________________________________________
 FD1673* NAD 83(1995)-  35 22 52.97516(N)    086 14 25.62109(W)     ADJUSTED  
 FD1673* NAVD 88     -       328.3    (meters)    1077.     (feet)  VERTCON   
 FD1673  ___________________________________________________________________
 FD1673  X           -     341,373.338 (meters)                     COMP
 FD1673  Y           -  -5,195,082.938 (meters)                     COMP
 FD1673  Z           -   3,672,619.442 (meters)                     COMP
 FD1673  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FD1673  ELLIP HEIGHT-         299.72  (meters)          (04/12/99) GPS OBS
 FD1673  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD1673
 FD1673  HORZ ORDER  -  THIRD
 FD1673  ELLP ORDER  -  FOURTH    CLASS I
 FD1673
 FD1673.This mark is at Tullahoma Regional Apt/wm Northern Fld Airport (THA)
 FD1673
 FD1673.The horizontal coordinates were established by GPS observations
 FD1673.and adjusted by the National Geodetic Survey in April 1999..
 FD1673
 FD1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1673
 FD1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1673
 FD1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1673
 FD1673.The ellipsoidal height was determined by GPS observations
 FD1673.and is referenced to NAD 83.
 FD1673
 FD1673.The geoid height was determined by GEOID03.
 FD1673
 FD1673;                    North         East     Units Scale Factor Converg.
 FD1673;SPC TN       -   116,307.580   578,152.536   MT  0.99997941   -0 08 26.8
 FD1673;SPC TN       -   381,585.79  1,896,822.11   sFT  0.99997941   -0 08 26.8
 FD1673;UTM  16      - 3,915,602.988   568,987.712   MT  0.99965865   +0 26 23.3
 FD1673
 FD1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1673!SPC TN       -   0.99995296  x   0.99997941  =   0.99993237
 FD1673!UTM  16      -   0.99995296  x   0.99965865  =   0.99961162
 FD1673
 FD1673                          SUPERSEDED SURVEY CONTROL
 FD1673
 FD1673  NAD 83(1995)-  35 22 52.97516(N)    086 14 25.62109(W) AD(       ) 3
 FD1673  NAD 83(1995)-  35 22 52.97672(N)    086 14 25.62329(W) AD(       ) 3
 FD1673  NGVD 29 (09/17/90)  328.3    (m)         1077.     (f) GPS OBS        
 FD1673
 FD1673.Superseded values are not recommended for survey control.
 FD1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1673.See file dsdata.txt to determine how the superseded data were derived.
 FD1673
 FD1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6898815603(NAD 83)
 FD1673_MARKER: I = METAL ROD
 FD1673_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1673_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1673+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1989
 FD1673
 FD1673  HISTORY     - Date     Condition        Report By
 FD1673  HISTORY     - 1987     MONUMENTED       NGS
 FD1673  HISTORY     - 19890718 GOOD
 FD1673
 FD1673                          STATION DESCRIPTION
 FD1673
 FD1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1673'1.7 MILES NORTH ALONG U.S. HIGHWAY 41A FROM THE POST OFFICE
 FD1673'TULLAHOMA, TO THE JUNCTION OF WILLIAM NORTHERN BLVD AND A LARGE
 FD1673'AIRPORT SIGN ON LEFT THENCE 0.20 MILE EASTERLY ALONG WILLIAM
 FD1673'NORTHERN BLVD TO A Y JUNCTION, CONTINUE RIGHT AND EASTERLY FOR 0.40
 FD1673'MILE PASSING OVER CEDAR LANE TO THE OFFICE OF THE TULLAHOMA
 FD1673'MUNICIPAL AIRPORT, THENCE 0.15 MILE NORTHERLY ACROSS TAXI APRON
 FD1673'TO WIND SOCK AND MARK A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 33.5
 FD1673'FEET TO REFUSAL, 3INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FD1673'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP
 FD1673'---STAMPED TULLPORT 1987, 1 INCH BELOW GROUND, WITH REBAR IN CONCRETE
 FD1673'24.2 FEET WEST OF A STEEL POLE SUPPORTING A WIND SOCK, 224.4 FEET
 FD1673'EAST OF EAST EDGE OF TAXIWAY, 201.6 FEET NORTHEAST OF NORTHEAST
 FD1673'EDGE OF APRON, AND 1.2 FEET SOUTHEAST OF A FIBERGLASS WITNESS POST
 FD1673'NOTE--  CONTACT FRANK PASSARELLO AT 615-455-3884 BEFORE GETTING
 FD1673'ON AIRPORT.
 FD1673
 FD1673                          STATION RECOVERY (1989)
 FD1673
 FD1673'RECOVERED 1989
 FD1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1674 ***********************************************************************
 FD1674  DESIGNATION -  TULLPORT AZ MK
 FD1674  PID         -  FD1674
 FD1674  STATE/COUNTY-  TN/COFFEE
 FD1674  USGS QUAD   -  NORMANDY LAKE (1976)
 FD1674
 FD1674                         *CURRENT SURVEY CONTROL
 FD1674  ___________________________________________________________________
 FD1674* NAD 83(1995)-  35 23 01.93293(N)    086 14 35.20188(W)     ADJUSTED  
 FD1674* NAVD 88     -       329.3    (meters)    1080.     (feet)  VERTCON   
 FD1674  ___________________________________________________________________
 FD1674  X           -     341,121.610 (meters)                     COMP
 FD1674  Y           -  -5,194,940.086 (meters)                     COMP
 FD1674  Z           -   3,672,845.111 (meters)                     COMP
 FD1674  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 FD1674  ELLIP HEIGHT-         300.72  (meters)          (04/12/99) GPS OBS
 FD1674  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD1674
 FD1674  HORZ ORDER  -  THIRD
 FD1674  ELLP ORDER  -  FOURTH    CLASS I
 FD1674
 FD1674.This mark is at Tullahoma Regional Apt/wm Northern Fld Airport (THA)
 FD1674
 FD1674.The horizontal coordinates were established by GPS observations
 FD1674.and adjusted by the National Geodetic Survey in April 1999..
 FD1674
 FD1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1674
 FD1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1674
 FD1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1674
 FD1674.The ellipsoidal height was determined by GPS observations
 FD1674.and is referenced to NAD 83.
 FD1674
 FD1674.The geoid height was determined by GEOID03.
 FD1674
 FD1674;                    North         East     Units Scale Factor Converg.
 FD1674;SPC TN       -   116,584.239   577,911.413   MT  0.99997907   -0 08 32.4
 FD1674;SPC TN       -   382,493.46  1,896,031.03   sFT  0.99997907   -0 08 32.4
 FD1674;UTM  16      - 3,915,877.101   568,743.876   MT  0.99965824   +0 26 17.9
 FD1674
 FD1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1674!SPC TN       -   0.99995280  x   0.99997907  =   0.99993187
 FD1674!UTM  16      -   0.99995280  x   0.99965824  =   0.99961106
 FD1674
 FD1674                          SUPERSEDED SURVEY CONTROL
 FD1674
 FD1674  NAD 83(1995)-  35 23 01.93293(N)    086 14 35.20188(W) AD(       ) 3
 FD1674  NAD 83(1995)-  35 23 01.93448(N)    086 14 35.20408(W) AD(       ) 3
 FD1674  NGVD 29 (09/17/90)  329.3    (m)         1080.     (f) GPS OBS        
 FD1674
 FD1674.Superseded values are not recommended for survey control.
 FD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1674.See file dsdata.txt to determine how the superseded data were derived.
 FD1674
 FD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6874415877(NAD 83)
 FD1674_MARKER: I = METAL ROD
 FD1674_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1674_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1674+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1989
 FD1674
 FD1674  HISTORY     - Date     Condition        Report By
 FD1674  HISTORY     - 1987     MONUMENTED       NGS
 FD1674  HISTORY     - 19890718 GOOD
 FD1674
 FD1674                          STATION DESCRIPTION
 FD1674
 FD1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1674'1.7 MILES NORTH ALONG US HIGHWAY 41A FROM THE POST OFFICE IN TULLAHOMA
 FD1674'TO THE JUNCTION OF WILLIAM NORTHERN BLVD AND A LARGE AIRPORT SIGN ON
 FD1674'LEFT THENCE 0.20 MILE EASTERLY FOR 0.40 MILE PASSING OVER CEDAR LANE
 FD1674'TO THE OFFICE OF THE TULLAHOMA MUNICIPAL AIRPORT, THENCE 0.35 MILE
 FD1674'NORTHWEST ALONG TAXIWAY TO MARK ON RIGHT AND EASTERLY FOR 0.40 MILE
 FD1674'WHERE THE TWO TAXIWAYS MEET THE RUNWAY A 3-D MARK, A STAINLESS STEEL
 FD1674'ROD DRIVEN 26.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A
 FD1674'3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN 5 INCH PVC PIPE WITH
 FD1674'LOGO CAP ---STAMPED TULLPORT AZ MK 1987, 1 INCH BELOW GROUND, WITH A
 FD1674'REBAR IN CONCRETE 82.6 FEET EAST OF EAST EDGE OF RUNWAY, 10.1 FT EAST
 FD1674'OF CENTER OF A ROUND STEEL DRAIN COVER, 44.9 FT SOUTH OF SOUTH EDGE OF
 FD1674'TAXIWAY 59.0 FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY AND 1.0 FOOT
 FD1674'NORTH OF A FIBERGLASS WITNESS POST.
 FD1674
 FD1674                          STATION RECOVERY (1989)
 FD1674
 FD1674'RECOVERED 1989
 FD1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2566 ***********************************************************************
 GB2566  DESIGNATION -  TUPP
 GB2566  PID         -  GB2566
 GB2566  STATE/COUNTY-  TN/MORGAN
 GB2566  USGS QUAD   -  WINDROCK (1975)
 GB2566
 GB2566                         *CURRENT SURVEY CONTROL
 GB2566  ___________________________________________________________________
 GB2566* NAD 83(1995)-  36 02 59.15967(N)    084 21 09.60320(W)     ADJUSTED  
 GB2566* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 GB2566  ___________________________________________________________________
 GB2566  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GB2566  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB2566
 GB2566  HORZ ORDER  -  SECOND
 GB2566
 GB2566.The horizontal coordinates were established by classical geodetic methods
 GB2566.and adjusted by the National Geodetic Survey in April 1999..
 GB2566
 GB2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2566
 GB2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2566
 GB2566.The geoid height was determined by GEOID03.
 GB2566
 GB2566;                    North         East     Units Scale Factor Converg.
 GB2566;SPC TN       -   191,686.430   748,422.572   MT  0.99995546   +0 57 51.9
 GB2566;SPC TN       -   628,891.23  2,455,449.72   sFT  0.99995546   +0 57 51.9
 GB2566;UTM  16      - 3,992,711.820   738,474.084   MT  1.00030079   +1 33 31.2
 GB2566
 GB2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2566!SPC TN       -   0.99996398  x   0.99995546  =   0.99991945
 GB2566!UTM  16      -   0.99996398  x   1.00030079  =   1.00026476
 GB2566
 GB2566|---------------------------------------------------------------------|
 GB2566| PID    Reference Object                     Distance      Geod. Az  |
 GB2566|                                                           dddmmss.s |
 GB2566| DC2626 TUPP RM 1                             9.209 METERS 21122     |
 GB2566| DC2625 TUPP AZ MK                                         2432204.6 |
 GB2566| DC2627 TUPP RM 2                             6.170 METERS 31357     |
 GB2566|---------------------------------------------------------------------|
 GB2566
 GB2566                          SUPERSEDED SURVEY CONTROL
 GB2566
 GB2566  NAD 83(1995)-  36 02 59.16676(N)    084 21 09.60323(W) AD(       ) 2
 GB2566  NAD 83(1995)-  36 02 59.16668(N)    084 21 09.60199(W) AD(       ) 2
 GB2566  NAD 83(1986)-  36 02 59.17275(N)    084 21 09.60101(W) AD(       ) 2
 GB2566  NAD 27      -  36 02 58.89365(N)    084 21 09.86353(W) AD(       ) 2
 GB2566  NGVD 29 (07/19/86)  259.7    (m)          852.     (f) VERT ANG       
 GB2566
 GB2566.Superseded values are not recommended for survey control.
 GB2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2566.See file dsdata.txt to determine how the superseded data were derived.
 GB2566
 GB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3847492712(NAD 83)
 GB2566_MARKER: DD = SURVEY DISK
 GB2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2566
 GB2566  HISTORY     - Date     Condition        Report By
 GB2566  HISTORY     - 1965     MONUMENTED       TNHD
 GB2566
 GB2566                          STATION DESCRIPTION
 GB2566
 GB2566'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2566'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF OLIVER SPRINGS.
 GB2566'
 GB2566'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2566'ROUTE 61 IN OLIVER
 GB2566'SPRINGS, GO NORTHWESTERLY ON STATE ROUTE 62 FOR 0.5 MILE
 GB2566'TO A TRACK ROAD ON THE RIGHT
 GB2566'LEADING TO A COAL STORAGE AREA, *TURN
 GB2566'RIGHT, NORTH, AND GO 0.1 MILE, CROSSING OVER
 GB2566'THE STORAGE LEVEL, TO A
 GB2566'SMALL CLEARED AREA AND THE STATION TO THE RIGHT OF THE
 GB2566'CLEARING.
 GB2566'
 GB2566'THE STATION MARK IS 17 FEET NORTHEAST OF A 12-INCH ELM TREE, 16 FEET
 GB2566'WEST OF THE EDGE
 GB2566'OF THE BANK OF A COAL STORAGE PIT AND 1.3 FEET SOUTH
 GB2566'OF A WITNESS POST.  THE SURFACE AND
 GB2566'UNDERGROUND MARKS ARE STANDARD
 GB2566'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB2566'STAMPED TUPP
 GB2566'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2566'THE SURFACE DISK
 GB2566'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2566'MONUMENT.
 GB2566'
 GB2566'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB2566'TRACK ROAD, 26
 GB2566'FEET NORTHEAST OF A 14-INCH OAK TREE, 13 FEET
 GB2566'SOUTHWEST OF A 12-INCH ELM TREE
 GB2566'AND 3 FEET NORTH OF A 5-INCH MAPLE
 GB2566'TREE AND IT IS ABOUT 2 FEET LOWER THAN THE STATION
 GB2566'MARK.  IT IS A
 GB2566'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GB2566'DRILLED HOLE IN
 GB2566'OUTCROPPING BEDROCK AND THE DISK IS STAMPED TUPP RM-1
 GB2566'1965.
 GB2566'
 GB2566'REFERENCE MARK NO. 2 IS 32 FEET EAST OF A 16-INCH HICKORY TREE AND
 GB2566'ABOUT 4 FEET
 GB2566'HIGHER THAN THE STATION.  IT IS A STANDARD TENNESSEE
 GB2566'HIGHWAY DEPARTMENT DISK SET IN
 GB2566'A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2566'MONUMENT AND THE DISK IS STAMPED TUPP RM-2 1965.
 GB2566'
 GB2566'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2566'ROUTE 62, 25 FEET
 GB2566'NORTH OF A POWER POLE, 12 FEET SOUTH OF THE
 GB2566'APPROXIMATE CENTER OF THE GRAVELED
 GB2566'DRIVE ENTRANCE TO CHAS.  WALLS AND
 GB2566'SONS COAL CO., 3.7 FEET SOUTHEAST OF A WITNESS POST
 GB2566'AND ABOUT 4 FEET
 GB2566'ABOVE THE PAVEMENT.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2566'DISK CEMENTED
 GB2566'FLUSH IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE
 GB2566'DISK IS STAMPED TUPP AZI 1965.
 GB2566'
 GB2566'TO REACH THE AZIMUTH MARK, *CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62
 GB2566'FOR 0.15 MILE
 GB2566'WESTERLY TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2566'
 GB2566'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2566'
 GB2566'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1442 ***********************************************************************
 GC1442  DESIGNATION -  TURKEY
 GC1442  PID         -  GC1442
 GC1442  STATE/COUNTY-  TN/DICKSON
 GC1442  USGS QUAD   -  BURNS (1986)
 GC1442
 GC1442                         *CURRENT SURVEY CONTROL
 GC1442  ___________________________________________________________________
 GC1442* NAD 83(1995)-  36 00 45.63136(N)    087 22 25.18028(W)     ADJUSTED  
 GC1442* NAVD 88     -       258.694  (meters)     848.73   (feet)  ADJUSTED  
 GC1442  ___________________________________________________________________
 GC1442  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GC1442  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1442  DYNAMIC HT  -         258.466 (meters)     847.98  (feet)  COMP
 GC1442  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 GC1442
 GC1442  HORZ ORDER  -  SECOND
 GC1442  VERT ORDER  -  SECOND    CLASS 0
 GC1442
 GC1442.The horizontal coordinates were established by classical geodetic methods
 GC1442.and adjusted by the National Geodetic Survey in April 1999..
 GC1442
 GC1442.The orthometric height was determined by differential leveling
 GC1442.and adjusted by the National Geodetic Survey in June 1991..
 GC1442
 GC1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1442
 GC1442.The geoid height was determined by GEOID03.
 GC1442
 GC1442.The dynamic height is computed by dividing the NAVD 88
 GC1442.geopotential number by the normal gravity value computed on the
 GC1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1442.degrees latitude (g = 980.6199 gals.).
 GC1442
 GC1442.The modeled gravity was interpolated from observed gravity values.
 GC1442
 GC1442;                    North         East     Units Scale Factor Converg.
 GC1442;SPC TN       -   187,190.834   476,175.320   MT  0.99995324   -0 48 15.1
 GC1442;SPC TN       -   614,141.93  1,562,251.86   sFT  0.99995324   -0 48 15.1
 GC1442;UTM  16      - 3,985,418.897   466,328.121   MT  0.99961397   -0 13 10.9
 GC1442
 GC1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1442!SPC TN       -   0.99996390  x   0.99995324  =   0.99991714
 GC1442!UTM  16      -   0.99996390  x   0.99961397  =   0.99957788
 GC1442
 GC1442|---------------------------------------------------------------------|
 GC1442| PID    Reference Object                     Distance      Geod. Az  |
 GC1442|                                                           dddmmss.s |
 GC1442| GC1441 TURKEY RM 1                          28.767 METERS 05154     |
 GC1442| GC1450 HALEY                               APPROX. 3.9 KM 0783207.4 |
 GC1442| GC1443 TURKEY RM 2                          20.239 METERS 21940     |
 GC1442| GC2562 DICKSON MUNICIPAL TANK              APPROX. 7.0 KM 3461248.4 |
 GC1442|---------------------------------------------------------------------|
 GC1442
 GC1442                          SUPERSEDED SURVEY CONTROL
 GC1442
 GC1442  NAD 83(1995)-  36 00 45.63345(N)    087 22 25.18370(W) AD(       ) 2
 GC1442  NAD 83(1995)-  36 00 45.63374(N)    087 22 25.18391(W) AD(       ) 2
 GC1442  NAD 83(1986)-  36 00 45.64175(N)    087 22 25.18299(W) AD(       ) 2
 GC1442  NAD 27      -  36 00 45.41810(N)    087 22 25.14230(W) AD(       ) 2
 GC1442  NGVD 29 (??/??/92)  258.684  (m)          848.70   (f) ADJ UNCH    2 0
 GC1442
 GC1442.Superseded values are not recommended for survey control.
 GC1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1442.See file dsdata.txt to determine how the superseded data were derived.
 GC1442
 GC1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6632885419(NAD 83)
 GC1442_MARKER: DE = TRAVERSE STATION DISK
 GC1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1442_STAMPING: TURKEY 1959
 GC1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1442+STABILITY: SURFACE MOTION
 GC1442
 GC1442  HISTORY     - Date     Condition        Report By
 GC1442  HISTORY     - 1959     MONUMENTED       CGS
 GC1442  HISTORY     - 1959     GOOD             CGS
 GC1442
 GC1442                          STATION DESCRIPTION
 GC1442
 GC1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1442'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF DICKSON AND
 GC1442'ABOUT 0.15 MILE NORTHEAST OF MR. BOB DUDLEY FARM HOUSE.
 GC1442'
 GC1442'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 GC1442'STATE HIGHWAY NO. 48 IN DICKSON, GO SOUTH ON STATE HIGHWAY NO. 48
 GC1442'FOR 1.0 MILE TO A SMALL BRIDGE AND A PAVED ROAD ON THE LEFT, TURN
 GC1442'LEFT AND GO SOUTHERLY FOR 4.9 MILES TO A CROSSROAD AT MT. SINAI,
 GC1442'TURN LEFT AND GO EAST FOR 1.55 MILES TO A T-JUNCTION, TURN LEFT AND
 GC1442'GO NORTH FOR 0.05 MILE TO THE DRIVEWAY TO MR. BOB DUDLEY HOUSE, TURN
 GC1442'RIGHT AND GO NORTHEAST ON THE TRACK ROAD FOR 0.15 MILE TO A FORK,
 GC1442'TAKE THE LEFT FORK AND GO 0.1 MILE TO A FORK, TAKE THE RIGHT FORK
 GC1442'AND GO ABOUT 50 YARDS, TURN SHARP RIGHT AND WEST FOR ABOUT 30 YARDS
 GC1442'TO THE TOP OF KNOLL AND THE STATION AS DESCRIBED.
 GC1442'
 GC1442'STATION MARK IS 4 FEET SOUTHWEST OF A WITNESS SIGN. THE MARK IS A
 GC1442'STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET
 GC1442'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED TURKEY 1959.
 GC1442'
 GC1442'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC1442'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED TURKEY 1959.
 GC1442'
 GC1442'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 GC1442'AND 4 FEET WEST-SOUTHWEST OF A TWIN TRUNK TREE.  THE MARK PROJECTS
 GC1442'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TURKEY NO 1
 GC1442'1959.
 GC1442'
 GC1442'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION. THE MARK
 GC1442'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GC1442'TURKEY NO 2 1959.
 GC1442'
 GC1442'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GC1442'
 GC1442'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC1442
 GC1442                          STATION RECOVERY (1959)
 GC1442
 GC1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1442'3.3 MI W FROM TIDWELL.
 GC1442'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1442'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1442'COLESBURG ON STATE HIGHWAY 46), GO WEST ON GRAVELED ROAD FOR
 GC1442'2.7 MILES, THENCE SOUTH FOR 0.4 MILE TO A DRIVEWAY LEADING TO A
 GC1442'HOUSE, THENCE GO EAST AND NORTH ON THE PRIVATE DRIVE FOR 0.2
 GC1442'MILE TO THE CREST OF A SMALL HILL, 93 FT. SOUTH OF THE CENTER OF
 GC1442'THE TRACK ROAD, 10.5 FT. NORTH OF A 16 INCH TREE STUMP, AND
 GC1442'4 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC1442'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0746 ***********************************************************************
 GC0746  DESIGNATION -  TURKEY
 GC0746  PID         -  GC0746
 GC0746  STATE/COUNTY-  TN/DAVIDSON
 GC0746  USGS QUAD   -  ANTIOCH (1983)
 GC0746
 GC0746                         *CURRENT SURVEY CONTROL
 GC0746  ___________________________________________________________________
 GC0746* NAD 83(1995)-  36 01 18.42417(N)    086 37 45.16894(W)     ADJUSTED  
 GC0746* NAVD 88     -       225.803  (meters)     740.82   (feet)  ADJUSTED  
 GC0746  ___________________________________________________________________
 GC0746  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GC0746  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC0746  DYNAMIC HT  -         225.609 (meters)     740.19  (feet)  COMP
 GC0746  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0746
 GC0746  HORZ ORDER  -  SECOND
 GC0746  VERT ORDER  -  SECOND    CLASS 0
 GC0746
 GC0746.The horizontal coordinates were established by classical geodetic methods
 GC0746.and adjusted by the National Geodetic Survey in April 1999..
 GC0746
 GC0746.The orthometric height was determined by differential leveling
 GC0746.and adjusted by the National Geodetic Survey in June 1991..
 GC0746
 GC0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0746
 GC0746.The geoid height was determined by GEOID03.
 GC0746
 GC0746.The dynamic height is computed by dividing the NAVD 88
 GC0746.geopotential number by the normal gravity value computed on the
 GC0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0746.degrees latitude (g = 980.6199 gals.).
 GC0746
 GC0746.The modeled gravity was interpolated from observed gravity values.
 GC0746
 GC0746;                    North         East     Units Scale Factor Converg.
 GC0746;SPC TN       -   187,514.833   543,286.403   MT  0.99995375   -0 22 06.1
 GC0746;SPC TN       -   615,204.91  1,782,432.14   sFT  0.99995375   -0 22 06.1
 GC0746;UTM  16      - 3,986,428.251   533,408.976   MT  0.99961375   +0 13 05.0
 GC0746
 GC0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0746!SPC TN       -   0.99996911  x   0.99995375  =   0.99992286
 GC0746!UTM  16      -   0.99996911  x   0.99961375  =   0.99958287
 GC0746
 GC0746|---------------------------------------------------------------------|
 GC0746| PID    Reference Object                     Distance      Geod. Az  |
 GC0746|                                                           dddmmss.s |
 GC0746| GC0747 TURKEY RM 1                          24.637 METERS 12952     |
 GC0746| GC0748 TURKEY AZ MK                        APPROX. 1.1 KM 1343127.7 |
 GC0746| GC0745 TURKEY RM 2                          14.892 METERS 32619     |
 GC0746|---------------------------------------------------------------------|
 GC0746
 GC0746                          SUPERSEDED SURVEY CONTROL
 GC0746
 GC0746  NAD 83(1995)-  36 01 18.42878(N)    086 37 45.17172(W) AD(       ) 2
 GC0746  NAD 83(1995)-  36 01 18.42955(N)    086 37 45.17136(W) AD(       ) 2
 GC0746  NAD 83(1986)-  36 01 18.43472(N)    086 37 45.17133(W) AD(       ) 2
 GC0746  NAD 27      -  36 01 18.21710(N)    086 37 45.18300(W) AD(       ) 2
 GC0746  NGVD 29 (??/??/92)  225.822  (m)          740.88   (f) ADJ UNCH    2 0
 GC0746
 GC0746.Superseded values are not recommended for survey control.
 GC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0746.See file dsdata.txt to determine how the superseded data were derived.
 GC0746
 GC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3340986428(NAD 83)
 GC0746_MARKER: DE = TRAVERSE STATION DISK
 GC0746_SETTING: 66 = SET IN ROCK OUTCROP
 GC0746_SP_SET: BEDROCK
 GC0746_STAMPING: TURKEY 1960
 GC0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0746+STABILITY: POSITION/ELEVATION WELL
 GC0746
 GC0746  HISTORY     - Date     Condition        Report By
 GC0746  HISTORY     - 1960     MONUMENTED       CGS
 GC0746  HISTORY     - 1960     GOOD             CGS
 GC0746
 GC0746                          STATION DESCRIPTION
 GC0746
 GC0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0746'THE STATION IS LOCATED ABOUT 3 MILES WEST OF LA VERGNE AND ALONG THE
 GC0746'SOUTHWEST RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY WHICH IS NOW
 GC0746'UNDER CONSTRUCTION.
 GC0746'
 GC0746'TO REACH THE STATION FROM THE MT. VIEW SCHOOL WHICH IS ABOUT 2 MILES
 GC0746'NORTHWEST OF LA VERGNE, ON U.S. HIGHWAYS 70S AND 41 GO SOUTHEAST, ON
 GC0746'U.S. HIGHWAYS 70S AND 41 FOR 0.15 MILE TO A CROSSROAD. TURN RIGHT,
 GC0746'AND GO SOUTHERLY ON A HARD SURFACE ROAD FOR 2.2 MILES TO THE
 GC0746'INTERSTATE HIGHWAY WHICH IS NOW UNDER CONSTRUCTION AND THE AZIMUTH
 GC0746'MARK SET IN OVERPASS ON THE LEFT. TURN RIGHT, ON THE INTERSTATE
 GC0746'HIGHWAY AND GO NORTHWEST FOR 0.7 MILE TO A HIGHWAY CUT ON THE LEFT
 GC0746'AND THE STATION.
 GC0746'
 GC0746'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED TURKEY 1960,
 GC0746'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH. IT
 GC0746'IS 12 FEET SOUTHWEST OF THE EDGE OF THE HIGHWAY CUT AND 3.7 FEET WEST
 GC0746'OF A WITNESS SIGN.
 GC0746'
 GC0746'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED TURKEY NO 1 1960,
 GC0746'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH. IT
 GC0746'IS 4 FEET SOUTHWEST OF THE EDGE OF THE HIGHWAY CUT, 2 FEET WEST OF A
 GC0746'SMALL CAIRN, AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 GC0746'
 GC0746'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED TURKEY NO 2 1960,
 GC0746'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH. IT
 GC0746'IS 7 FEET SOUTHWEST OF THE EDGE OF THE HIGHWAY CUT, 1 FOOT SOUTH OF A
 GC0746'SMALL CAIRN, AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 GC0746'
 GC0746'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TURKEY 1960, CEMENTED IN
 GC0746'A DRILL HOLE IN A CONCRETE OVERPASS, AND SET FLUSH. IT IS 18
 GC0746'FEET WEST OF THE CENTER OF THE OVERPASS, 8 FEET SOUTH OF THE
 GC0746'NORTHWEST CORNER OF THE OVERPASS, AND 2.4 FEET EAST OF THE WEST
 GC0746'EDGE OF THE OVERPASS.
 GC0746'
 GC0746'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GC0746
 GC0746                          STATION RECOVERY (1960)
 GC0746
 GC0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0746'3.4 MI SE FROM ANTIOCH.
 GC0746'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0746'FOR 0.1 MILE, THEN 3.25 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24.
 GC0746'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY, ABOUT 50 FT.
 GC0746'ABOVE THE LEVEL OF THE HIGHWAY.  THE STATION MARK IS 12 FT. SOUTHWEST
 GC0746'OF THE EDGE OF THE HIGHWAY CUT AND 3.7 FT. WEST OF A WITNESS SIGN.
 GC0746'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2605 ***********************************************************************
 GC2605  DESIGNATION -  TURKEY
 GC2605  PID         -  GC2605
 GC2605  STATE/COUNTY-  TN/HUMPHREYS
 GC2605  USGS QUAD   -  HALLS CREEK (1973)
 GC2605
 GC2605                         *CURRENT SURVEY CONTROL
 GC2605  ___________________________________________________________________
 GC2605* NAD 83(1995)-  36 11 47.48657(N)    087 51 18.67792(W)     ADJUSTED  
 GC2605* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2605  ___________________________________________________________________
 GC2605  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GC2605  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2605
 GC2605  HORZ ORDER  -  SECOND
 GC2605
 GC2605.The horizontal coordinates were established by classical geodetic methods
 GC2605.and adjusted by the National Geodetic Survey in April 1999..
 GC2605
 GC2605.The orthometric height was scaled from a topographic map.
 GC2605
 GC2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2605
 GC2605.The geoid height was determined by GEOID03.
 GC2605
 GC2605;                    North         East     Units Scale Factor Converg.
 GC2605;SPC TN       -   208,302.384   433,160.652   MT  0.99996835   -1 05 10.0
 GC2605;SPC TN       -   683,405.40  1,421,127.91   sFT  0.99996835   -1 05 10.0
 GC2605;UTM  16      - 4,006,085.070   423,114.726   MT  0.99967283   -0 30 18.2
 GC2605
 GC2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2605!SPC TN       -   0.99997439  x   0.99996835  =   0.99994274
 GC2605!UTM  16      -   0.99997439  x   0.99967283  =   0.99964723
 GC2605
 GC2605|---------------------------------------------------------------------|
 GC2605| PID    Reference Object                     Distance      Geod. Az  |
 GC2605|                                                           dddmmss.s |
 GC2605| CG7706 TURKEY RM 1                          25.814 METERS 09722     |
 GC2605| CG7707 TURKEY RM 2                          25.246 METERS 20457     |
 GC2605| GC2632 BIG SANDY RESET                     APPROX.11.2 KM 2762046.2 |
 GC2605| CG7705 TURKEY AZ MK                                       3421256.6 |
 GC2605|---------------------------------------------------------------------|
 GC2605
 GC2605                          SUPERSEDED SURVEY CONTROL
 GC2605
 GC2605  NAD 83(1995)-  36 11 47.48864(N)    087 51 18.68126(W) AD(       ) 2
 GC2605  NAD 83(1995)-  36 11 47.48947(N)    087 51 18.68344(W) AD(       ) 2
 GC2605  NAD 83(1986)-  36 11 47.49608(N)    087 51 18.67964(W) AD(       ) 2
 GC2605  NAD 27      -  36 11 47.28900(N)    087 51 18.58200(W) AD(       ) 2
 GC2605
 GC2605.Superseded values are not recommended for survey control.
 GC2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2605.See file dsdata.txt to determine how the superseded data were derived.
 GC2605
 GC2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2311506085(NAD 83)
 GC2605_MARKER: DS = TRIANGULATION STATION DISK
 GC2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2605
 GC2605  HISTORY     - Date     Condition        Report By
 GC2605  HISTORY     - 1952     MONUMENTED       CGS
 GC2605  HISTORY     - 1952     GOOD             LOCENG
 GC2605  HISTORY     - 1975     GOOD             NGS
 GC2605
 GC2605                          STATION DESCRIPTION
 GC2605
 GC2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2605'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WAVERLY ON PROPERTY
 GC2605'OWNED BY D.W. DAMESWORTH.  IT IS 72 FEET SOUTHWEST OF THE SOUTHWEST
 GC2605'CORNER OF D.W. DAMESWORTHS FRAME HOUSE, 36 FEET EAST OF THE CENTER OF
 GC2605'A GRAVEL ROAD, 28 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND
 GC2605'15 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 GC2605'THE DISK IS STAMPED TURKEY 1952.
 GC2605'
 GC2605'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GC2605'HOUSE, 28 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH
 GC2605'OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GC2605'TURKEY NO 1 1952.
 GC2605'
 GC2605'REFERENCE MARK NO. 2 IS 14 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC2605'AND 2 FEET EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 GC2605'DISK IS STAMPED TURKEY NO 2 1952.
 GC2605'
 GC2605'AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 2
 GC2605'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 GC2605'INCHES AND THE DISK IS STAMPED TURKEY 1952.
 GC2605'
 GC2605'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO WEST ON U.S.
 GC2605'HIGHWAY 70 FOR 0.4 MILE TO A PAVED ROAD NORTH, TURN RIGHT AND GO
 GC2605'NORTH ON PAVED ROAD FOR 0.3 MILE TO WHERE ROAD FORKS AND A RAILROAD
 GC2605'CROSSING, KEEP RIGHT, CROSSING TRACKS AND GO NORTH FOR 5.25 MILES
 GC2605'TO A BRIDGE AND A SIDE ROAD RIGHT, CONTINUE NORTH ON GRAVEL ROAD FOR
 GC2605'0.75 MILE TO WHERE ROAD FORKS, KEEP LEFT AND GO 1.85 MILES TO A
 GC2605'BRIDGE AND A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.25 MILE TO A SIDE
 GC2605'ROAD LEFT, TURN LEFT AND GO 1.15 MILE TO THE STATION ON THE RIGHT,
 GC2605'CONTINUE 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2605'
 GC2605'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2605
 GC2605                          STATION RECOVERY (1952)
 GC2605
 GC2605'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (KKB)
 GC2605'TURKEY STATION MARK RECOVERED IN GOOD CONDITION.
 GC2605'
 GC2605'TURKEY 1952 FOUND STAMPED ON THE POINT.
 GC2605'
 GC2605'ORIGINAL DESCRIPTION IS GOOD.
 GC2605'
 GC2605'TURKEY RM 1 RECOVERED IN GOOD CONDITION.
 GC2605'
 GC2605'TURKEY NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2605'
 GC2605'ORIGINAL DESCRIPTON IS GOOD.
 GC2605'
 GC2605'TURKEY RM 2 NOT FOUND.
 GC2605'
 GC2605'ROAD HAS BEEN WIDENED.  BANK SLOPED.
 GC2605'
 GC2605'TURKEY AZIMUTH RECOVERED IN GOOD CONDITION.
 GC2605'
 GC2605'TURKEY 1952 FOUND STAMPED ON THE POINT.
 GC2605'
 GC2605'ADD TO DESCRIPTION--
 GC2605'
 GC2605'22 FEET N 60 E FROM CENTERLINE GRAVEL ROAD.
 GC2605'67.6 N 60 E FROM NE CORNER OF DAMESWORTH GROCERY STORE.
 GC2605'79.5 N 25 E FROM SE CORNER OF STORE.
 GC2605'
 GC2605'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.2 MILES NW OF WAVERLY.
 GC2605
 GC2605                          STATION RECOVERY (1975)
 GC2605
 GC2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2605'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GC2605'WITH THE FOLLOWING--
 GC2605'
 GC2605'REFERENCE MARK 1 IS 25 FEET SOUTHWEST OF A 36 INCH OAK TREE AND 120
 GC2605'FEET EAST OF THE CENTERLINE OF GRAVELED ROAD.
 GC2605'
 GC2605'REFERENCE MARK 2 IS 15 FEET EAST OF THE CENTERLINE OF THE ROAD, 39
 GC2605'FEET SOUTHWEST OF A 4 INCH PEAR TREE, 38 FEET SOUTHWEST OF A TWIN
 GC2605'TRUNK 8 INCH PEACH TREE, 104 FEET SOUTH OF THE CENTERLINE OF THE
 GC2605'DRIVEWAY AND ABOUT 3 INCHES UNDERGROUND.
 GC2605'
 GC2605'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 25
 GC2605'FEET EAST OF THE CENTERLINE OF ROAD AND 68 FEET EAST OF THE
 GC2605'NORTHEAST CORNER OF A CONCRETE BLOCK STORE (DAMESWORTH GROCERY).
 GC2605'
 GC2605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 GC2605'NORTHWEST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0748 ***********************************************************************
 GC0748  DESIGNATION -  TURKEY AZ MK
 GC0748  PID         -  GC0748
 GC0748  STATE/COUNTY-  TN/DAVIDSON
 GC0748  USGS QUAD   -  LA VERGNE (1983)
 GC0748
 GC0748                         *CURRENT SURVEY CONTROL
 GC0748  ___________________________________________________________________
 GC0748* NAD 83(1995)-  36 00 53.11061(N)    086 37 13.49098(W)     ADJUSTED  
 GC0748* NAVD 88     -       201.242  (meters)     660.24   (feet)  ADJUSTED  
 GC0748  ___________________________________________________________________
 GC0748  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GC0748  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0748  DYNAMIC HT  -         201.068 (meters)     659.67  (feet)  COMP
 GC0748  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GC0748
 GC0748  HORZ ORDER  -  THIRD
 GC0748  VERT ORDER  -  SECOND    CLASS 0
 GC0748
 GC0748.The horizontal coordinates were established by classical geodetic methods
 GC0748.and adjusted by the National Geodetic Survey in April 1999..
 GC0748
 GC0748.The orthometric height was determined by differential leveling
 GC0748.and adjusted by the National Geodetic Survey in June 1991..
 GC0748
 GC0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0748
 GC0748.The geoid height was determined by GEOID03.
 GC0748
 GC0748.The dynamic height is computed by dividing the NAVD 88
 GC0748.geopotential number by the normal gravity value computed on the
 GC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0748.degrees latitude (g = 980.6199 gals.).
 GC0748
 GC0748.The modeled gravity was interpolated from observed gravity values.
 GC0748
 GC0748;                    North         East     Units Scale Factor Converg.
 GC0748;SPC TN       -   186,729.605   544,074.575   MT  0.99995336   -0 21 47.6
 GC0748;SPC TN       -   612,628.71  1,785,018.00   sFT  0.99995336   -0 21 47.6
 GC0748;UTM  16      - 3,985,651.395   534,204.874   MT  0.99961442   +0 13 23.5
 GC0748
 GC0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0748!SPC TN       -   0.99997296  x   0.99995336  =   0.99992633
 GC0748!UTM  16      -   0.99997296  x   0.99961442  =   0.99958739
 GC0748
 GC0748:                Primary Azimuth Mark                     Grid Az
 GC0748:SPC TN       -  TURKEY                                   314 53 33.9
 GC0748:UTM  16      -  TURKEY                                   314 18 22.8
 GC0748
 GC0748|---------------------------------------------------------------------|
 GC0748| PID    Reference Object                     Distance      Geod. Az  |
 GC0748|                                                           dddmmss.s |
 GC0748| GC0746 TURKEY                              APPROX. 1.1 KM 3143146.3 |
 GC0748|---------------------------------------------------------------------|
 GC0748
 GC0748                          SUPERSEDED SURVEY CONTROL
 GC0748
 GC0748  NAD 83(1995)-  36 00 53.11548(N)    086 37 13.49376(W) AD(       ) 3
 GC0748  NAD 83(1995)-  36 00 53.11618(N)    086 37 13.49358(W) AD(       ) 3
 GC0748  NAD 83(1986)-  36 00 53.12125(N)    086 37 13.49326(W) AD(       ) 3
 GC0748  NAD 27      -  36 00 52.90400(N)    086 37 13.50810(W) AD(       ) 3
 GC0748  NGVD 29 (??/??/92)  201.260  (m)          660.30   (f) ADJ UNCH    2 0
 GC0748
 GC0748.Superseded values are not recommended for survey control.
 GC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0748.See file dsdata.txt to determine how the superseded data were derived.
 GC0748
 GC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3420585651(NAD 83)
 GC0748_MARKER: DZ = AZIMUTH MARK DISK
 GC0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0748_SP_SET: OVERPASS
 GC0748_STAMPING: TURKEY 1960
 GC0748_MARK LOGO: CGS   
 GC0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0748
 GC0748  HISTORY     - Date     Condition        Report By
 GC0748  HISTORY     - 1960     MONUMENTED       CGS
 GC0748
 GC0748                          STATION DESCRIPTION
 GC0748
 GC0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0748'4.2 MI SE FROM ANTIOCH.
 GC0748'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0748'FOR 0.1 MILE, THEN 4.05 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24
 GC0748'TO AN OVERPASS.  THE AZIMUTH MARK IS 18 FT. WEST OF THE CENTER
 GC0748'OF THE OVERPASS, 8 FT. SOUTH OF THE NORTHWEST CORNER OF THE OVERPASS,
 GC0748'AND 2.4 FT. EAST OF THE WEST EDGE OF THE OVERPASS.  THE DISK IS
 GC0748'CEMENTED IN A DRILL HOLE IN THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1441 ***********************************************************************
 GC1441  DESIGNATION -  TURKEY RM 1
 GC1441  PID         -  GC1441
 GC1441  STATE/COUNTY-  TN/DICKSON
 GC1441  USGS QUAD   -  BURNS (1986)
 GC1441
 GC1441                         *CURRENT SURVEY CONTROL
 GC1441  ___________________________________________________________________
 GC1441* NAD 83(1986)-  36 00 45.     (N)    087 22 25.     (W)     SCALED    
 GC1441* NAVD 88     -       257.880  (meters)     846.06   (feet)  ADJUSTED  
 GC1441  ___________________________________________________________________
 GC1441  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1441  DYNAMIC HT  -         257.653 (meters)     845.32  (feet)  COMP
 GC1441  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 GC1441
 GC1441  VERT ORDER  -  SECOND    CLASS 0
 GC1441
 GC1441.The horizontal coordinates were scaled from a topographic map and have
 GC1441.an estimated accuracy of +/- 6 seconds.
 GC1441
 GC1441.The orthometric height was determined by differential leveling
 GC1441.and adjusted by the National Geodetic Survey in June 1991..
 GC1441
 GC1441.The geoid height was determined by GEOID03.
 GC1441
 GC1441.The dynamic height is computed by dividing the NAVD 88
 GC1441.geopotential number by the normal gravity value computed on the
 GC1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1441.degrees latitude (g = 980.6199 gals.).
 GC1441
 GC1441.The modeled gravity was interpolated from observed gravity values.
 GC1441
 GC1441;                    North         East    Units  Estimated Accuracy
 GC1441;SPC TN       -   187,170.      476,180.      MT  (+/- 180 meters Scaled)
 GC1441
 GC1441                          SUPERSEDED SURVEY CONTROL
 GC1441
 GC1441  NGVD 29 (??/??/92)  257.871  (m)          846.03   (f) ADJ UNCH    2 0
 GC1441
 GC1441.Superseded values are not recommended for survey control.
 GC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1441.See file dsdata.txt to determine how the superseded data were derived.
 GC1441
 GC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE663853(NAD 83)
 GC1441_MARKER: DR = REFERENCE MARK DISK
 GC1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1441_STAMPING: TURKEY NO 1 1959
 GC1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1441+STABILITY: SURFACE MOTION
 GC1441
 GC1441  HISTORY     - Date     Condition        Report By
 GC1441  HISTORY     - 1959     MONUMENTED       CGS
 GC1441
 GC1441                          STATION DESCRIPTION
 GC1441
 GC1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1441'3.3 MI W FROM TIDWELL.
 GC1441'THIS MARK IS LOCATED AT THE TURKEY 1959 STATION SITE, 94.5 FT.
 GC1441'NORTHEAST OF THE STATION MARK, 21 FT. SOUTHWEST OF THE CENTER OF
 GC1441'THE TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC1441'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0747 ***********************************************************************
 GC0747  DESIGNATION -  TURKEY RM 1
 GC0747  PID         -  GC0747
 GC0747  STATE/COUNTY-  TN/DAVIDSON
 GC0747  USGS QUAD   -  ANTIOCH (1983)
 GC0747
 GC0747                         *CURRENT SURVEY CONTROL
 GC0747  ___________________________________________________________________
 GC0747* NAD 83(1986)-  36 01 18.     (N)    086 37 45.     (W)     SCALED    
 GC0747* NAVD 88     -       224.905  (meters)     737.88   (feet)  ADJUSTED  
 GC0747  ___________________________________________________________________
 GC0747  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC0747  DYNAMIC HT  -         224.711 (meters)     737.24  (feet)  COMP
 GC0747  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0747
 GC0747  VERT ORDER  -  SECOND    CLASS 0
 GC0747
 GC0747.The horizontal coordinates were scaled from a topographic map and have
 GC0747.an estimated accuracy of +/- 6 seconds.
 GC0747
 GC0747.The orthometric height was determined by differential leveling
 GC0747.and adjusted by the National Geodetic Survey in June 1991..
 GC0747
 GC0747.The geoid height was determined by GEOID03.
 GC0747
 GC0747.The dynamic height is computed by dividing the NAVD 88
 GC0747.geopotential number by the normal gravity value computed on the
 GC0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0747.degrees latitude (g = 980.6199 gals.).
 GC0747
 GC0747.The modeled gravity was interpolated from observed gravity values.
 GC0747
 GC0747;                    North         East    Units  Estimated Accuracy
 GC0747;SPC TN       -   187,500.      543,290.      MT  (+/- 180 meters Scaled)
 GC0747
 GC0747                          SUPERSEDED SURVEY CONTROL
 GC0747
 GC0747  NGVD 29 (??/??/92)  224.924  (m)          737.94   (f) ADJ UNCH    2 0
 GC0747
 GC0747.Superseded values are not recommended for survey control.
 GC0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0747.See file dsdata.txt to determine how the superseded data were derived.
 GC0747
 GC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE334864(NAD 83)
 GC0747_MARKER: DR = REFERENCE MARK DISK
 GC0747_SETTING: 66 = SET IN ROCK OUTCROP
 GC0747_SP_SET: BEDROCK
 GC0747_STAMPING: TURKEY NO 1 1960
 GC0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0747+STABILITY: POSITION/ELEVATION WELL
 GC0747
 GC0747  HISTORY     - Date     Condition        Report By
 GC0747  HISTORY     - 1960     MONUMENTED       CGS
 GC0747
 GC0747                          STATION DESCRIPTION
 GC0747
 GC0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0747'3.4 MI SE FROM ANTIOCH.
 GC0747'THIS MARK IS LOCATED AT THE TURKEY 1960 STATION SITE, 80.8 FT.
 GC0747'SOUTHEAST OF THE STATION MARK, 4 FT. SOUTHWEST OF THE EDGE OF
 GC0747'THE HIGHWAY CUT, 2 FT. WEST OF A SMALL CAIRN.  THE DISK IS
 GC0747'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1443 ***********************************************************************
 GC1443  DESIGNATION -  TURKEY RM 2
 GC1443  PID         -  GC1443
 GC1443  STATE/COUNTY-  TN/DICKSON
 GC1443  USGS QUAD   -  BURNS (1986)
 GC1443
 GC1443                         *CURRENT SURVEY CONTROL
 GC1443  ___________________________________________________________________
 GC1443* NAD 83(1986)-  36 00 45.     (N)    087 22 25.     (W)     SCALED    
 GC1443* NAVD 88     -       257.580  (meters)     845.08   (feet)  ADJUSTED  
 GC1443  ___________________________________________________________________
 GC1443  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1443  DYNAMIC HT  -         257.353 (meters)     844.33  (feet)  COMP
 GC1443  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 GC1443
 GC1443  VERT ORDER  -  SECOND    CLASS 0
 GC1443
 GC1443.The horizontal coordinates were scaled from a topographic map and have
 GC1443.an estimated accuracy of +/- 6 seconds.
 GC1443
 GC1443.The orthometric height was determined by differential leveling
 GC1443.and adjusted by the National Geodetic Survey in June 1991..
 GC1443
 GC1443.The geoid height was determined by GEOID03.
 GC1443
 GC1443.The dynamic height is computed by dividing the NAVD 88
 GC1443.geopotential number by the normal gravity value computed on the
 GC1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1443.degrees latitude (g = 980.6199 gals.).
 GC1443
 GC1443.The modeled gravity was interpolated from observed gravity values.
 GC1443
 GC1443;                    North         East    Units  Estimated Accuracy
 GC1443;SPC TN       -   187,170.      476,180.      MT  (+/- 180 meters Scaled)
 GC1443
 GC1443                          SUPERSEDED SURVEY CONTROL
 GC1443
 GC1443  NGVD 29 (??/??/92)  257.570  (m)          845.04   (f) ADJ UNCH    2 0
 GC1443
 GC1443.Superseded values are not recommended for survey control.
 GC1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1443.See file dsdata.txt to determine how the superseded data were derived.
 GC1443
 GC1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE663853(NAD 83)
 GC1443_MARKER: DR = REFERENCE MARK DISK
 GC1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1443_STAMPING: TURKEY NO 2 1959
 GC1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1443+STABILITY: SURFACE MOTION
 GC1443
 GC1443  HISTORY     - Date     Condition        Report By
 GC1443  HISTORY     - 1959     MONUMENTED       CGS
 GC1443
 GC1443                          STATION DESCRIPTION
 GC1443
 GC1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1443'3.3 MI W FROM TIDWELL.
 GC1443'THIS MARK IS LOCATED AT THE TURKEY 1959 STATION SITE, 66 FT.
 GC1443'SOUTH OF THE STATION MARK, 25.5 FT. SOUTHWEST OF A TWIN FORKED
 GC1443'TREE THAT FORKS AT THE BASE, A DISK SET IN TOP OF A CONCRETE
 GC1443'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0745 ***********************************************************************
 GC0745  DESIGNATION -  TURKEY RM 2
 GC0745  PID         -  GC0745
 GC0745  STATE/COUNTY-  TN/DAVIDSON
 GC0745  USGS QUAD   -  ANTIOCH (1983)
 GC0745
 GC0745                         *CURRENT SURVEY CONTROL
 GC0745  ___________________________________________________________________
 GC0745* NAD 83(1986)-  36 01 18.     (N)    086 37 45.     (W)     SCALED    
 GC0745* NAVD 88     -       224.553  (meters)     736.72   (feet)  ADJUSTED  
 GC0745  ___________________________________________________________________
 GC0745  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC0745  DYNAMIC HT  -         224.359 (meters)     736.08  (feet)  COMP
 GC0745  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0745
 GC0745  VERT ORDER  -  SECOND    CLASS 0
 GC0745
 GC0745.The horizontal coordinates were scaled from a topographic map and have
 GC0745.an estimated accuracy of +/- 6 seconds.
 GC0745
 GC0745.The orthometric height was determined by differential leveling
 GC0745.and adjusted by the National Geodetic Survey in June 1991..
 GC0745
 GC0745.The geoid height was determined by GEOID03.
 GC0745
 GC0745.The dynamic height is computed by dividing the NAVD 88
 GC0745.geopotential number by the normal gravity value computed on the
 GC0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0745.degrees latitude (g = 980.6199 gals.).
 GC0745
 GC0745.The modeled gravity was interpolated from observed gravity values.
 GC0745
 GC0745;                    North         East    Units  Estimated Accuracy
 GC0745;SPC TN       -   187,500.      543,290.      MT  (+/- 180 meters Scaled)
 GC0745
 GC0745                          SUPERSEDED SURVEY CONTROL
 GC0745
 GC0745  NGVD 29 (??/??/92)  224.572  (m)          736.78   (f) ADJ UNCH    2 0
 GC0745
 GC0745.Superseded values are not recommended for survey control.
 GC0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0745.See file dsdata.txt to determine how the superseded data were derived.
 GC0745
 GC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE334864(NAD 83)
 GC0745_MARKER: DR = REFERENCE MARK DISK
 GC0745_SETTING: 66 = SET IN ROCK OUTCROP
 GC0745_SP_SET: BEDROCK
 GC0745_STAMPING: TURKEY NO 1 1960
 GC0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0745+STABILITY: POSITION/ELEVATION WELL
 GC0745
 GC0745  HISTORY     - Date     Condition        Report By
 GC0745  HISTORY     - 1960     MONUMENTED       CGS
 GC0745
 GC0745                          STATION DESCRIPTION
 GC0745
 GC0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0745'3.4 MI SE FROM ANTIOCH.
 GC0745'THIS MARK IS LOCATED AT THE TURKEY 1960 STATION SITE, 49 FT.
 GC0745'NORTHWEST OF THE STATION MARK, 7 FT. SOUTHWEST OF THE EDGE OF THE
 GC0745'HIGHWAY CUT, AND 1 FT. SOUTH OF A SMALL CAIRN.  THE DISK IS
 GC0745'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0959 ***********************************************************************
 FC0959  DESIGNATION -  TURN
 FC0959  PID         -  FC0959
 FC0959  STATE/COUNTY-  TN/ROANE
 FC0959  USGS QUAD   -  HARRIMAN (1980)
 FC0959
 FC0959                         *CURRENT SURVEY CONTROL
 FC0959  ___________________________________________________________________
 FC0959* NAD 83(1995)-  35 54 09.50301(N)    084 36 00.86109(W)     ADJUSTED  
 FC0959* NAVD 88     -       249.308  (meters)     817.94   (feet)  ADJUSTED  
 FC0959  ___________________________________________________________________
 FC0959  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 FC0959  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0959  DYNAMIC HT  -         249.079 (meters)     817.19  (feet)  COMP
 FC0959  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FC0959
 FC0959  HORZ ORDER  -  SECOND
 FC0959  VERT ORDER  -  SECOND    CLASS 0
 FC0959
 FC0959.The horizontal coordinates were established by classical geodetic methods
 FC0959.and adjusted by the National Geodetic Survey in April 1999..
 FC0959
 FC0959.The orthometric height was determined by differential leveling
 FC0959.and adjusted by the National Geodetic Survey in June 1991..
 FC0959
 FC0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0959
 FC0959.The geoid height was determined by GEOID03.
 FC0959
 FC0959.The dynamic height is computed by dividing the NAVD 88
 FC0959.geopotential number by the normal gravity value computed on the
 FC0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0959.degrees latitude (g = 980.6199 gals.).
 FC0959
 FC0959.The modeled gravity was interpolated from observed gravity values.
 FC0959
 FC0959;                    North         East     Units Scale Factor Converg.
 FC0959;SPC TN       -   175,016.658   726,351.805   MT  0.99994911   +0 49 10.1
 FC0959;SPC TN       -   574,200.49  2,383,039.21   sFT  0.99994911   +0 49 10.1
 FC0959;UTM  16      - 3,975,810.364   716,570.215   MT  1.00017798   +1 24 28.0
 FC0959
 FC0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0959!SPC TN       -   0.99996559  x   0.99994911  =   0.99991470
 FC0959!UTM  16      -   0.99996559  x   1.00017798  =   1.00014356
 FC0959
 FC0959|---------------------------------------------------------------------|
 FC0959| PID    Reference Object                     Distance      Geod. Az  |
 FC0959|                                                           dddmmss.s |
 FC0959| FC0960 TURN RM 1                             8.340 METERS 02411     |
 FC0959| FC0958 TURN RM 2                             7.399 METERS 23508     |
 FC0959| FC0965 OFF                                 APPROX. 3.3 KM 2444913.6 |
 FC0959| CZ4625 TURN AZ MK                                         2581552.5 |
 FC0959|---------------------------------------------------------------------|
 FC0959
 FC0959                          SUPERSEDED SURVEY CONTROL
 FC0959
 FC0959  NAD 83(1995)-  35 54 09.51086(N)    084 36 00.86032(W) AD(       ) 2
 FC0959  NAD 83(1986)-  35 54 09.51637(N)    084 36 00.85831(W) AD(       ) 2
 FC0959  NAD 27      -  35 54 09.24878(N)    084 36 01.08573(W) AD(       ) 2
 FC0959  NGVD 29 (??/??/??)  249.42   (m)          818.3    (f) RESET       3  
 FC0959
 FC0959.Superseded values are not recommended for survey control.
 FC0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0959.See file dsdata.txt to determine how the superseded data were derived.
 FC0959
 FC0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1657075810(NAD 83)
 FC0959_MARKER: DD = SURVEY DISK
 FC0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0959_SP_SET: MONUMENT
 FC0959_STAMPING: TURN 1964
 FC0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0959
 FC0959  HISTORY     - Date     Condition        Report By
 FC0959  HISTORY     - 1965     MONUMENTED       TNHD
 FC0959  HISTORY     - 1965     GOOD             NGS
 FC0959  HISTORY     - 1972     GOOD             TVA
 FC0959
 FC0959                          STATION DESCRIPTION
 FC0959
 FC0959'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0959'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF HARRIMAN.
 FC0959'
 FC0959'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO 4.2 MILES
 FC0959'SOUTHWEST ON STATE ROUTE 61 TO THE HARRIMAN STATE HIGHWAY
 FC0959'GARAGE ON THE LEFT AND THE STATION BEHIND THE GARAGE AND ON A HILL
 FC0959'ABOVE IT. THE AZIMUTH MARK IS LOCATED AT THE MOST WESTERLY
 FC0959'OF 2 GATE ENTRANCES TO THE GARAGE.
 FC0959'
 FC0959'THE STATION IS ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FC0959'THE GARAGE, 4 FEET NORTH OF THE NORTH END OF THE EAST
 FC0959'CONCRETE SUPPORT PILLAR FOR A STORAGE TANK AND 2.5 FEET WEST OF A
 FC0959'WITNESS POST. THE SURFACE AND UNDERGROUND MARKS ARE
 FC0959'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 FC0959'TURN 1964. THE UNDERGROUND MARK IS ABOUT 30 INCHES
 FC0959'BELOW THE SURFACE. THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FC0959'FLUSH, CONCRETE MONUMENT.
 FC0959'
 FC0959'REFERENCE MARK NO. 1 IS 82 FEET SOUTHWEST OF A WOVEN WIRE FENCE
 FC0959'SURROUNDING THE GARAGE. IT IS A STANDARD TENNESSEE HIGHWAY
 FC0959'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC0959'THE DISK IS STAMPED TURN RM-1 1964.
 FC0959'
 FC0959'REFERENCE MARK NO. 2 IS 7 FEET WEST OF THE NORTH END OF THE WEST
 FC0959'CONCRETE SUPPORT PILLAR FOR A STORAGE TANK. IT IS A STANDARD
 FC0959'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FC0959'CONCRETE MONUMENT AND THE DISK IS STAMPED TURN RM-2 1964.
 FC0959'
 FC0959'THE AZIMUTH MARK IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FC0959'GATE, 16 FEET NORTHEAST OF A GRAVELED AND 2.5 FEET NORTH OF A
 FC0959'WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FC0959'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0959'STAMPED TURN AZI 1964.
 FC0959'
 FC0959'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC0959
 FC0959                          STATION RECOVERY (1965)
 FC0959
 FC0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0959'3.5 MI SW FROM HARRIMAN.
 FC0959'FROM THE POST OFFICE IN HARRIMAN GO 4.2 MILES SOUTHWEST ON
 FC0959'STATE ROUTE 61 TO THE HARRIMAN STATE GARAGE ON THE LEFT AND THE
 FC0959'STATION BEHIND THE GARAGE AND ON A HILL ABOVE IT, ABOUT 300 FEET
 FC0959'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE, 4 FEET NORTH OF
 FC0959'THE NORTH END OF THE EAST CONCRETE SUPPORT PILLAR FOR A STORAGE
 FC0959'TANK AND 2.5 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 FC0959'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FC0959'CONCRETE MONUMENT, STAMPED TURN 1964.
 FC0959
 FC0959                          STATION RECOVERY (1972)
 FC0959
 FC0959'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0959'TURN 1964 REPORTED IN GOOD CONDITION.
 FC0959'DESCRIPTIONS GOOD.
 FC0959'
 FC0959'DISTANCE AND DIRECTION FROM NEAREST TOWN W OF HARRIMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0960 ***********************************************************************
 FC0960  DESIGNATION -  TURN RM 1
 FC0960  PID         -  FC0960
 FC0960  STATE/COUNTY-  TN/ROANE
 FC0960  USGS QUAD   -  HARRIMAN (1980)
 FC0960
 FC0960                         *CURRENT SURVEY CONTROL
 FC0960  ___________________________________________________________________
 FC0960* NAD 83(1986)-  35 54 09.     (N)    084 36 01.     (W)     SCALED    
 FC0960* NAVD 88     -       249.332  (meters)     818.02   (feet)  ADJUSTED  
 FC0960  ___________________________________________________________________
 FC0960  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0960  DYNAMIC HT  -         249.103 (meters)     817.27  (feet)  COMP
 FC0960  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FC0960
 FC0960  VERT ORDER  -  SECOND    CLASS 0
 FC0960
 FC0960.The horizontal coordinates were scaled from a topographic map and have
 FC0960.an estimated accuracy of +/- 6 seconds.
 FC0960
 FC0960.The orthometric height was determined by differential leveling
 FC0960.and adjusted by the National Geodetic Survey in June 1991..
 FC0960
 FC0960.The geoid height was determined by GEOID03.
 FC0960
 FC0960.The dynamic height is computed by dividing the NAVD 88
 FC0960.geopotential number by the normal gravity value computed on the
 FC0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0960.degrees latitude (g = 980.6199 gals.).
 FC0960
 FC0960.The modeled gravity was interpolated from observed gravity values.
 FC0960
 FC0960;                    North         East    Units  Estimated Accuracy
 FC0960;SPC TN       -   175,000.      726,350.      MT  (+/- 180 meters Scaled)
 FC0960
 FC0960                          SUPERSEDED SURVEY CONTROL
 FC0960
 FC0960  NGVD 29 (??/??/??)  249.44   (m)          818.4    (f) RESET       3  
 FC0960
 FC0960.Superseded values are not recommended for survey control.
 FC0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0960.See file dsdata.txt to determine how the superseded data were derived.
 FC0960
 FC0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE165757(NAD 83)
 FC0960_MARKER: DR = REFERENCE MARK DISK
 FC0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0960_SP_SET: MONUMENT
 FC0960_STAMPING: TURN RM 1 1964
 FC0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0960
 FC0960  HISTORY     - Date     Condition        Report By
 FC0960  HISTORY     - 1964     MONUMENTED       TNHD
 FC0960  HISTORY     - 1965     GOOD             NGS
 FC0960
 FC0960                          STATION DESCRIPTION
 FC0960
 FC0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0960'3.4 MI SW FROM HARRIMAN.
 FC0960'AT THE TURN 1964 STATION SITE, 82 FEET SOUTHWEST OF A WOVEN
 FC0960'WIRE FENCE SURROUNDING THE GARAGE.  IT IS A STANDARD TENNESSEE
 FC0960'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0960'MONUMENT, STAMPED TURN RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0958 ***********************************************************************
 FC0958  DESIGNATION -  TURN RM 2
 FC0958  PID         -  FC0958
 FC0958  STATE/COUNTY-  TN/ROANE
 FC0958  USGS QUAD   -  HARRIMAN (1980)
 FC0958
 FC0958                         *CURRENT SURVEY CONTROL
 FC0958  ___________________________________________________________________
 FC0958* NAD 83(1986)-  35 54 09.     (N)    084 36 01.     (W)     SCALED    
 FC0958* NAVD 88     -       249.121  (meters)     817.32   (feet)  ADJUSTED  
 FC0958  ___________________________________________________________________
 FC0958  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0958  DYNAMIC HT  -         248.893 (meters)     816.58  (feet)  COMP
 FC0958  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FC0958
 FC0958  VERT ORDER  -  SECOND    CLASS 0
 FC0958
 FC0958.The horizontal coordinates were scaled from a topographic map and have
 FC0958.an estimated accuracy of +/- 6 seconds.
 FC0958
 FC0958.The orthometric height was determined by differential leveling
 FC0958.and adjusted by the National Geodetic Survey in June 1991..
 FC0958
 FC0958.The geoid height was determined by GEOID03.
 FC0958
 FC0958.The dynamic height is computed by dividing the NAVD 88
 FC0958.geopotential number by the normal gravity value computed on the
 FC0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0958.degrees latitude (g = 980.6199 gals.).
 FC0958
 FC0958.The modeled gravity was interpolated from observed gravity values.
 FC0958
 FC0958;                    North         East    Units  Estimated Accuracy
 FC0958;SPC TN       -   175,000.      726,350.      MT  (+/- 180 meters Scaled)
 FC0958
 FC0958                          SUPERSEDED SURVEY CONTROL
 FC0958
 FC0958  NGVD 29 (??/??/??)  249.23   (m)          817.7    (f) RESET       3  
 FC0958
 FC0958.Superseded values are not recommended for survey control.
 FC0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0958.See file dsdata.txt to determine how the superseded data were derived.
 FC0958
 FC0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE165757(NAD 83)
 FC0958_MARKER: DR = REFERENCE MARK DISK
 FC0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0958_SP_SET: MONUMENT
 FC0958_STAMPING: TURN RM 2 1964
 FC0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0958
 FC0958  HISTORY     - Date     Condition        Report By
 FC0958  HISTORY     - 1964     MONUMENTED       TNHD
 FC0958  HISTORY     - 1965     GOOD             NGS
 FC0958
 FC0958                          STATION DESCRIPTION
 FC0958
 FC0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0958'3.5 MI SW FROM HARRIMAN.
 FC0958'AT THE TURN 1964 STATION SITE, 7 FEET WEST OF THE NORTH END OF
 FC0958'THE WEST CONCRETE SUPPORT PILLAR FOR A STORAGE TANK.  IT IS A
 FC0958'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FC0958'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TURN
 FC0958'RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1826 ***********************************************************************
 FC1826  DESIGNATION -  TURNER
 FC1826  PID         -  FC1826
 FC1826  STATE/COUNTY-  TN/CUMBERLAND
 FC1826  USGS QUAD   -  DORTON (1991)
 FC1826
 FC1826                         *CURRENT SURVEY CONTROL
 FC1826  ___________________________________________________________________
 FC1826* NAD 83(1995)-  35 55 00.28199(N)    084 52 41.25091(W)     ADJUSTED  
 FC1826* NAVD 88     -       578.2    (meters)    1897.     (feet)  VERTCON   
 FC1826  ___________________________________________________________________
 FC1826  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 FC1826  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1826
 FC1826  HORZ ORDER  -  SECOND
 FC1826
 FC1826.The horizontal coordinates were established by classical geodetic methods
 FC1826.and adjusted by the National Geodetic Survey in April 1999..
 FC1826
 FC1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1826
 FC1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1826
 FC1826.The geoid height was determined by GEOID03.
 FC1826
 FC1826;                    North         East     Units Scale Factor Converg.
 FC1826;SPC TN       -   176,258.405   701,251.240   MT  0.99994944   +0 39 24.4
 FC1826;SPC TN       -   578,274.45  2,300,688.44   sFT  0.99994944   +0 39 24.4
 FC1826;UTM  16      - 3,976,794.479   691,454.097   MT  1.00005168   +1 14 42.3
 FC1826
 FC1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1826!SPC TN       -   0.99991381  x   0.99994944  =   0.99986326
 FC1826!UTM  16      -   0.99991381  x   1.00005168  =   0.99996549
 FC1826
 FC1826|---------------------------------------------------------------------|
 FC1826| PID    Reference Object                     Distance      Geod. Az  |
 FC1826|                                                           dddmmss.s |
 FC1826| CZ4626 TURNER RM 1                          23.950 METERS 04221     |
 FC1826| CZ4627 TURNER RM 2                          25.058 METERS 16647     |
 FC1826| FC0810 CRAB ORCHARD RESET                  APPROX. 0.8 KM 1814031.6 |
 FC1826|---------------------------------------------------------------------|
 FC1826
 FC1826                          SUPERSEDED SURVEY CONTROL
 FC1826
 FC1826  NAD 83(1995)-  35 55 00.28668(N)    084 52 41.25129(W) AD(       ) 2
 FC1826  NAD 83(1986)-  35 55 00.29321(N)    084 52 41.24997(W) AD(       ) 2
 FC1826  NAD 27      -  35 55 00.04050(N)    084 52 41.43680(W) AD(       ) 2
 FC1826  NGVD 29 (07/19/86)  578.3    (m)         1897.     (f) VERT ANG       
 FC1826
 FC1826.Superseded values are not recommended for survey control.
 FC1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1826.See file dsdata.txt to determine how the superseded data were derived.
 FC1826
 FC1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9145476794(NAD 83)
 FC1826_MARKER: DE = TRAVERSE STATION DISK
 FC1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1826
 FC1826  HISTORY     - Date     Condition        Report By
 FC1826  HISTORY     - 1960     MONUMENTED       CGS
 FC1826
 FC1826                          STATION DESCRIPTION
 FC1826
 FC1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1826'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF CRAB ORCHARD ON A
 FC1826'HIGH RIDGE.
 FC1826'
 FC1826'TO REACH THE STATION FROM THE POST OFFICE IN CRAB ORCHARD, GO
 FC1826'NORTHWEST ON AN OILED ROAD FOR 0.65 MILE TO A SIDE ROAD ON THE
 FC1826'RIGHT, TURN RIGHT AND GO 0.25 MILE TO A FORK, KEEP LEFT AND GO 0.05
 FC1826'MILE TO A FORK, KEEP LEFT FORK, AND FOLLOW DIM TRACK ROAD FOR 0.2
 FC1826'MILE TO THE STATION ON THE LEFT.
 FC1826'
 FC1826'THE STATION IS 20 FEET WEST OF A TRACK ROAD, 14 FEET NORTHWEST OF A
 FC1826'16 INCH TRIANGLE BLAZED WALNUT TREE AND 2.7 FEET NORTH OF A
 FC1826'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FC1826'CONCRETE POST, PROJECTING 2 INCHES, AND STAMPED TURNER 1960.
 FC1826'
 FC1826'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC1826'CONCRETE POST, FLUSH, AND STAMPED TURNER NO 1 1960.
 FC1826'
 FC1826'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC1826'CONCRETE POST, FLUSH, AND STAMPED TURNER NO 2 1960.
 FC1826'
 FC1826'HEIGHT OF LIGHT ABOVE STATION MARK 30.31 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3403 ***********************************************************************
 GA3403  DESIGNATION -  TUSCULUM
 GA3403  PID         -  GA3403
 GA3403  STATE/COUNTY-  TN/GREENE
 GA3403  USGS QUAD   -  GREENEVILLE (1961)
 GA3403
 GA3403                         *CURRENT SURVEY CONTROL
 GA3403  ___________________________________________________________________
 GA3403* NAD 83(1995)-  36 10 35.57798(N)    082 45 32.46427(W)     ADJUSTED  
 GA3403* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 GA3403  ___________________________________________________________________
 GA3403  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GA3403  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA3403
 GA3403  HORZ ORDER  -  THIRD
 GA3403
 GA3403.The horizontal coordinates were established by classical geodetic methods
 GA3403.and adjusted by the National Geodetic Survey in April 1999..
 GA3403
 GA3403.The orthometric height was scaled from a topographic map.
 GA3403
 GA3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3403
 GA3403.The geoid height was determined by GEOID03.
 GA3403
 GA3403;                    North         East     Units Scale Factor Converg.
 GA3403;SPC TN       -   209,331.801   891,503.044   MT  0.99996621   +1 53 50.6
 GA3403;SPC TN       -   686,782.75  2,924,872.90   sFT  0.99996621   +1 53 50.6
 GA3403;UTM  17      - 4,004,964.260   341,810.419   MT  0.99990833   -1 02 18.7
 GA3403
 GA3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3403!SPC TN       -   0.99993305  x   0.99996621  =   0.99989926
 GA3403!UTM  17      -   0.99993305  x   0.99990833  =   0.99984139
 GA3403
 GA3403|---------------------------------------------------------------------|
 GA3403| PID    Reference Object                     Distance      Geod. Az  |
 GA3403|                                                           dddmmss.s |
 GA3403| DC2637 TUSCULUM RM 1                        35.357 METERS 02724     |
 GA3403| DC2638 TUSCULUM RM 2                        69.775 METERS 12807     |
 GA3403| DC2636 TUSCULUM AZ MK                                     1301859.4 |
 GA3403| GA3402 GREENEVILLE                         APPROX. 5.2 KM 2760718.8 |
 GA3403|---------------------------------------------------------------------|
 GA3403
 GA3403                          SUPERSEDED SURVEY CONTROL
 GA3403
 GA3403  NAD 83(1995)-  36 10 35.58122(N)    082 45 32.46744(W) AD(       ) 3
 GA3403  NAD 83(1995)-  36 10 35.58877(N)    082 45 32.48402(W) AD(       ) 3
 GA3403  NAD 83(1995)-  36 10 35.58316(N)    082 45 32.46762(W) AD(       ) 3
 GA3403  NAD 83(1986)-  36 10 35.58722(N)    082 45 32.46815(W) AD(       ) 3
 GA3403  NAD 27      -  36 10 35.20800(N)    082 45 32.91500(W) AD(       ) 3
 GA3403
 GA3403.Superseded values are not recommended for survey control.
 GA3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3403.See file dsdata.txt to determine how the superseded data were derived.
 GA3403
 GA3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4181004964(NAD 83)
 GA3403_MARKER: DS = TRIANGULATION STATION DISK
 GA3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3403
 GA3403  HISTORY     - Date     Condition        Report By
 GA3403  HISTORY     - 1934     MONUMENTED       CGS
 GA3403  HISTORY     - 1946     MARK NOT FOUND   CGS
 GA3403  HISTORY     - 1946     MARK NOT FOUND   CGS
 GA3403  HISTORY     - 1950     GOOD             CGS
 GA3403  HISTORY     - 1974     GOOD             NGS
 GA3403
 GA3403                          STATION DESCRIPTION
 GA3403
 GA3403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3403'ABOUT 5-1/2 MILES SOUTHWEST OF RHEATOWN, 4 MILES NORTHEAST OF
 GA3403'GREENEVILLE, IN
 GA3403'TOWN OF TUSCULUM, AND ON CAMPS CAMPUS OF TUSCULUM
 GA3403'COLLEGE.  TO REACH FROM JUNCTION
 GA3403'OF ROUTES 11E AND 107 IN TUSCULUM,
 GA3403'FOLLOW GRAVEL ROAD LEADING NORTH ABOUT 1/8 MILE TO
 GA3403'BLACK WATER TANK.
 GA3403'STATION IS 29 FEET SOUTHWEST OF SOUTHWEST LEG OF BLACK WATER TANK, 90
 GA3403'FEET NORTH OF DR.
 GA3403'MEADS RESIDENCE, AND ON HIGHEST GROUND OF CAMPUS.
 GA3403'SURFACE AND UNDERGROUND MARKS ARE
 GA3403'STANDARD STATION DISKS IN CONCRETE.
 GA3403'REFERENCE AND AZIMUTH MARKS ARE
 GA3403'STANDARD REFERENCE
 GA3403'DISKS IN CONCRETE.  NO.  1 IS ABOUT 90 FEET NORTH OF BLACK
 GA3403'TANK, ALONG FENCE
 GA3403'LINE, AND 116.14 FEET FROM STATION N 62 DEG 36 MIN E.
 GA3403'NO.  2 IS ABOUT 50 FEET
 GA3403'NORTH OF RESIDENCE OF MR.
 GA3403'DENNIS, AT EDGE OF GARDEN, AND 229.00 FEET FROM STATION
 GA3403'S 51 DEG 53 MIN E.
 GA3403'AZIMUTH MARK IS ON SHOULDER OF GRAVEL STREET, 15
 GA3403'FEET NORTH OF WIRE
 GA3403'FENCE, AND ABOUT 0.2 MILE FROM STATION
 GA3403'S 49 DEG 41 MIN E.
 GA3403
 GA3403                          STATION RECOVERY (1946)
 GA3403
 GA3403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CRD)
 GA3403'THE AZIMUTH MARK WAS VISITED FOR THE PURPOSE OF DETERMINING AZIMUTH
 GA3403'IN PREPARATION TO
 GA3403'LAYING OUT AN AIRFIELD.  THE AZIMUTH MARK HAS
 GA3403'RECENTLY BEEN TORN OUT APPARENTLY BY
 GA3403'A PIPE LAYING CREW EXCAVATING FOR A WATER LINE.
 GA3403'THERE IS A SMALL FRAME GARAGE CONSTRUCTED ON LINE WITH
 GA3403'REFERENCE MARK 2.
 GA3403
 GA3403                          STATION RECOVERY (1946)
 GA3403
 GA3403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CHA)
 GA3403'AZIMUTH MARK IS TORN OUT AND LYING IN DITCH LINE.  IT IS ABOUT 0.2
 GA3403'MILE FROM STATION
 GA3403'S 49 DEG 41 MIN E.
 GA3403
 GA3403                          STATION RECOVERY (1950)
 GA3403
 GA3403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (TVA)
 GA3403'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  AZIMUTH
 GA3403'MARK WAS NOT FOUND
 GA3403'AND DESCRIPTION IS TOO VAGUE.
 GA3403'
 GA3403'THE FOLLOWING CHANGES IN DESCRIPTION ARE AS FOLLOWS-
 GA3403'
 GA3403'TANK IS NOW PAINTED ALUMINUM.  DR. MEADES RESIDENCE IS 108 FEET SOUTH
 GA3403'TO NW CORNER OF
 GA3403'1-1/2 FRAME WHITE HOUSE, 16.6 FEET S 10 DEG E TO NW
 GA3403'CORNER OF GARAGE, 75.0 FEET N10
 GA3403'DEG W TO SE CORNER OF 1-1/2 FRAME
 GA3403'BUILDING USED AS A BOY SCOUT CLUBHOUSE.
 GA3403'
 GA3403'R.M. 1 IS AT EDGE OF WOODS, 76 FEET S 65 DEG W TO SE CORNER OF 1-1/2
 GA3403'FRAME BUILDING
 GA3403'USED AS BOY SCOUT CLUB HOUSE AND IS 87 FEET S 15 DEG W
 GA3403'TO CENTER OF TANK.  FENCE LINE IS
 GA3403'GONE.
 GA3403'
 GA3403'R.M. 2 IS 52 FEET S 17 DEG W TO NW CORNER 2 FRAME HOUSE, ON EDGE OF
 GA3403'YARD, 7 FEET N OF
 GA3403'CLUMP OF ELM TREES.  GARDEN IS GONE.  GARAGE IS ON LINE
 GA3403'BETWEEN STATION AND REFERENCE
 GA3403'MARK.
 GA3403
 GA3403                          STATION RECOVERY (1974)
 GA3403
 GA3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3403'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA3403'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE DISTANCE TO
 GA3403'REFERENCE MARK 1 WAS FOUND IN ERROR BY 0.14 OF A FOOT AND TO
 GA3403'REFERENCE MARK 2 0.08 OF A FOOT.  THE DIRECTION BETWEEN THE REFERENCE
 GA3403'MARKS FAILED TO CHECK BY 5 MINUTES.  A NEW DESCRIPTION FOLLOWS--
 GA3403'
 GA3403'THE STATION MARK IS 31 FEET SOUTHEAST OF AN 18 INCH WALNUT TREE, 29
 GA3403'FEET SOUTHWEST OF THE SOUTHWEST LEG OF WATER TANK, 64 FEET WEST OF
 GA3403'THE CENTERLINE OF DRIVEWAY, 52 FEET NORTHWEST OF A 40 INCH OAK TREE
 GA3403'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8
 GA3403'INCHES AND THE DISK IS STAMPED TUSCULUM 1934.
 GA3403'
 GA3403'REFERENCE MARK 1 IS 77 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GA3403'WATER TANK, 19 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY AND
 GA3403'37 FEET SOUTHWEST OF A 30 INCH OAK TREE.  THE MONUMENT PROJECTS 12
 GA3403'INCHES AND THE DISK IS STAMPED TUSCULUM NO 1 1934.
 GA3403'
 GA3403'REFERENCE MARK 2 IS 27 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 GA3403'6 FEET NORTH OF A TWIN TRUNK ELM TREE AND 52 FEET NORTHEAST OF THE
 GA3403'NORTHWEST CORNER OF A 2 STORY FRAME HOUSE.
 GA3403'
 GA3403'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 11E, 411 AND
 GA3403'STATE HIGHWAY 107 AT TUSCULUM, GO NORTH ON GRAVELED DRIVEWAY TO TOP
 GA3403'OF SMALL HILL, WATER TANK AND THE STATION AS DESCRIBED.
 GA3403'
 GA3403'NOTE--ALL MARKS ARE ON THE PROPERTY OF TUSCULUM COLLEGE.
 GA3403'
 GA3403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TUSCULUM.
 GA3403'
 GA3403'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0925 ***********************************************************************
 FC0925  DESIGNATION -  TVA
 FC0925  PID         -  FC0925
 FC0925  STATE/COUNTY-  TN/MONROE
 FC0925  USGS QUAD   -  NIOTA (1990)
 FC0925
 FC0925                         *CURRENT SURVEY CONTROL
 FC0925  ___________________________________________________________________
 FC0925* NAD 83(1986)-  35 36 04.     (N)    084 30 42.     (W)     SCALED    
 FC0925* NAVD 88     -       297.377  (meters)     975.64   (feet)  ADJUSTED  
 FC0925  ___________________________________________________________________
 FC0925  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0925  DYNAMIC HT  -         297.088 (meters)     974.70  (feet)  COMP
 FC0925  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0925
 FC0925  VERT ORDER  -  SECOND    CLASS 0
 FC0925
 FC0925.The horizontal coordinates were scaled from a topographic map and have
 FC0925.an estimated accuracy of +/- 6 seconds.
 FC0925
 FC0925.The orthometric height was determined by differential leveling
 FC0925.and adjusted by the National Geodetic Survey in June 1991..
 FC0925
 FC0925.The geoid height was determined by GEOID03.
 FC0925
 FC0925.The dynamic height is computed by dividing the NAVD 88
 FC0925.geopotential number by the normal gravity value computed on the
 FC0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0925.degrees latitude (g = 980.6199 gals.).
 FC0925
 FC0925.The modeled gravity was interpolated from observed gravity values.
 FC0925
 FC0925;                    North         East    Units  Estimated Accuracy
 FC0925;SPC TN       -   141,680.      734,860.      MT  (+/- 180 meters Scaled)
 FC0925
 FC0925                          SUPERSEDED SURVEY CONTROL
 FC0925
 FC0925  NGVD 29 (??/??/92)  297.456  (m)          975.90   (f) ADJ UNCH    2 0
 FC0925
 FC0925.Superseded values are not recommended for survey control.
 FC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0925.See file dsdata.txt to determine how the superseded data were derived.
 FC0925
 FC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE254425(NAD 83)
 FC0925_MARKER: DD = SURVEY DISK
 FC0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0925+STABILITY: SURFACE MOTION
 FC0925
 FC0925  HISTORY     - Date     Condition        Report By
 FC0925  HISTORY     - UNK      MONUMENTED       TVA
 FC0925  HISTORY     - 1961     GOOD             NGS
 FC0925
 FC0925                          STATION DESCRIPTION
 FC0925
 FC0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0925'3.2 MI W FROM SWEETWATER.
 FC0925'FROM THE POST OFFICE IN SWEETWATER, GO SOUTH ON U.S. HWY 11
 FC0925'FOR 0.25 MILE TO THE JUNCTION OF STATE HWY. 68, TURN RIGHT AND
 FC0925'GO 2.9 MILES WEST ON STATE HWY 68 TO A SIDE ROAD RIGHT AND THE
 FC0925'MARK ON THE LEFT, 60.0 WEST OF THE NORTHWEST CORNER OF A SHEAD,
 FC0925'87 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 33 FEET SOUTH
 FC0925'OF CENTER OF STATE HWY 68, A TVA DISK SET IN THE TOP OF A CONCRETE
 FC0925'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3723 ***********************************************************************
 AA3723  SACS        -  This is a Secondary Airport Control Station.
 AA3723  DESIGNATION -  TYS B
 AA3723  PID         -  AA3723
 AA3723  STATE/COUNTY-  TN/KNOX
 AA3723  USGS QUAD   -  MARYVILLE (1979)
 AA3723
 AA3723                         *CURRENT SURVEY CONTROL
 AA3723  ___________________________________________________________________
 AA3723* NAD 83(1995)-  35 48 45.43271(N)    083 59 28.85411(W)     ADJUSTED  
 AA3723* NAVD 88     -       294.66   (meters)     966.7    (feet)  GPS OBS   
 AA3723  ___________________________________________________________________
 AA3723  X           -     542,068.482 (meters)                     COMP
 AA3723  Y           -  -5,149,956.483 (meters)                     COMP
 AA3723  Z           -   3,711,505.845 (meters)                     COMP
 AA3723  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA3723  ELLIP HEIGHT-         264.07  (meters)          (02/18/99) GPS OBS
 AA3723  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3723
 AA3723  HORZ ORDER  -  FIRST
 AA3723  ELLP ORDER  -  FOURTH    CLASS II
 AA3723
 AA3723.This mark is at Mc Ghee Tyson Airport (TYS)
 AA3723
 AA3723.The horizontal coordinates were established by GPS observations
 AA3723.and adjusted by the National Geodetic Survey in February 1999..
 AA3723
 AA3723.The orthometric height was determined by GPS observations and a
 AA3723.high-resolution geoid model.
 AA3723
 AA3723.GPS derived orthometric heights for airport stations designated as
 AA3723.PACS or SACS are published to 2 decimal places.  This maintains
 AA3723.centimeter relative accuracy between the PACS and SACS.  It does
 AA3723.not indicate centimeter accuracy relative to other marks which are
 AA3723.part of the NAVD 88 network.
 AA3723
 AA3723.Photographs are available for this station.
 AA3723
 AA3723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3723
 AA3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3723
 AA3723.The ellipsoidal height was determined by GPS observations
 AA3723.and is referenced to NAD 83.
 AA3723
 AA3723.The geoid height was determined by GEOID03.
 AA3723
 AA3723;                    North         East     Units Scale Factor Converg.
 AA3723;SPC TN       -   165,988.099   781,512.805   MT  0.99994847   +1 10 33.4
 AA3723;SPC TN       -   544,579.29  2,564,013.26   sFT  0.99994847   +1 10 33.4
 AA3723;UTM  17      - 3,967,296.221   229,721.517   MT  1.00050026   -1 45 05.1
 AA3723;UTM  16      - 3,967,344.179   771,842.347   MT  1.00051071   +1 45 41.6
 AA3723
 AA3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3723!SPC TN       -   0.99995856  x   0.99994847  =   0.99990703
 AA3723!UTM  17      -   0.99995856  x   1.00050026  =   1.00045879
 AA3723!UTM  16      -   0.99995856  x   1.00051071  =   1.00046924
 AA3723
 AA3723                          SUPERSEDED SURVEY CONTROL
 AA3723
 AA3723  NAD 83(1995)-  35 48 45.43421(N)    083 59 28.85748(W) AD(       ) 1
 AA3723  ELLIP H (03/31/95)  264.11   (m)                       GP(       ) 4 2
 AA3723  NGVD 29 (03/31/95)  294.79   (m)          967.2    (f) LEVELING    3  
 AA3723
 AA3723.Superseded values are not recommended for survey control.
 AA3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3723.See file dsdata.txt to determine how the superseded data were derived.
 AA3723
 AA3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2972267296(NAD 83)
 AA3723_MARKER: Z = SEE DESCRIPTION
 AA3723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3723_MARK LOGO: NONE  
 AA3723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3723+STABILITY: SURFACE MOTION
 AA3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3723+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AA3723
 AA3723  HISTORY     - Date     Condition        Report By
 AA3723  HISTORY     - 1987     MONUMENTED       NGS
 AA3723  HISTORY     - 19940606 GOOD             NGS
 AA3723  HISTORY     - 20021123 GOOD             NGS
 AA3723
 AA3723                          STATION DESCRIPTION
 AA3723
 AA3723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (SA)
 AA3723'THE STATION IS LOCATED NORTH NORTHWEST OF MARYSVILLE AND SOUTH OF
 AA3723'KNOXVILLE, TENNESSEE, MIDFIELD ON THE MCGHEE-TYSON AIRPORT SOUTHWEST
 AA3723'OF THE INTERSECTION OF TAXIWAYS  B5  AND  B9 .
 AA3723' 
 AA3723'THE STATION IS 232.7 FT (70.9 M) SOUTHWEST OF THE FIRST TAXIWAY LIGHT
 AA3723'SOUTH OF AN ASPHALT SERVICE ROAD, 172.5 FT (52.6 M) WEST OF THE SECOND
 AA3723'TAXIWAY LIGHT, 244.2 FT (74.4 M) NORTHWEST OF THE THE THIRD TAXIWAY
 AA3723'LIGHT, 178.2 FT (54.3 M) EAST OF AN ANEMOMETER, 133.7 FT (40.8 M)
 AA3723'SOUTHEAST OF THE CENTER OF AN ASPHALT SERVICE ROAD, AND 1.1 FT (0.3 M)
 AA3723'WEST OF A 4X4 WOODEN WITNESS POST MARKED  86-3 .
 AA3723' 
 AA3723'THE STATION IS A PUNCH MARK IN THE TOP OF A STEEL REBAR WHICH IS SET
 AA3723'IN A 12 INCH DIAMETER CONCRETE POST WITH A CHISELED  TYS  IN THE TOP
 AA3723'OF THE MONUMENT.
 AA3723' 
 AA3723'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. WILLIAM
 AA3723'F. MARRISON, P.O. BOX 15600, KNOXVILLE, TN, 37901, PHONE (615)
 AA3723'970-2773.
 AA3723' 
 AA3723'RECOVERED AND DESCRIBED BY RALPH A. HARRELL 9 MARCH 1993, NOS.
 AA3723
 AA3723                          STATION RECOVERY (1994)
 AA3723
 AA3723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3723'THE STATION IS LOCATED MIDFIELD ON THE AIRPORT SOUTHWEST OF THE
 AA3723'INTERSECTIONS OF TAXIWAYS B5 AND B9.  THE STATION IS 232.7 FT (70.9 M)
 AA3723'SOUTHWEST OF THE FIRST TAXIWAY LIGHT SOUTH OF AN ASPHALT SERVICE ROAD,
 AA3723'172.5 FT (52.6 M) WEST OF THE SECOND TAXIWAY LIGHT 244.2 FT (74.4 M)
 AA3723'NORTHWEST OF THE THIRD TAXIWAY LIGHT, 178.2 FT (54.3 M) EAST OF AN
 AA3723'ANEMOMETER, 133.7 FT (40.8 M) SOUTHEAST OF THE CENTER OF AN ASPHALT
 AA3723'SERVICE ROAD, AND 1.1 FT (0.3 M) WEST OF A 4X4 WOODEN WITNESS POST
 AA3723'MARKED 86-3.  THE STATION IS A PUNCH MARK IN THE TOP OF A STEEL REBAR
 AA3723'WHICH IS SET IN A 12 INCH DIAMETER CONCRETE POST.  THE AIRPORT
 AA3723'IDENTIFIER TYS HAS BEEN CHISELED IN THE TOP OF THIS MONUMENT.
 AA3723
 AA3723                          STATION RECOVERY (2002)
 AA3723
 AA3723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 AA3723'RECOVERED AS DESCRIBED. DJA- NOVEMBER 23, 2002.
 AA3723'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3724 ***********************************************************************
 AA3724  SACS        -  This is a Secondary Airport Control Station.
 AA3724  DESIGNATION -  TYS D
 AA3724  PID         -  AA3724
 AA3724  STATE/COUNTY-  TN/BLOUNT
 AA3724  USGS QUAD   -  MARYVILLE (1979)
 AA3724
 AA3724                         *CURRENT SURVEY CONTROL
 AA3724  ___________________________________________________________________
 AA3724* NAD 83(1995)-  35 49 13.83263(N)    083 59 04.47924(W)     ADJUSTED  
 AA3724* NAVD 88     -       296.70   (meters)     973.4    (feet)  GPS OBS   
 AA3724  ___________________________________________________________________
 AA3724  X           -     542,623.555 (meters)                     COMP
 AA3724  Y           -  -5,149,384.614 (meters)                     COMP
 AA3724  Z           -   3,712,216.862 (meters)                     COMP
 AA3724  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA3724  ELLIP HEIGHT-         266.12  (meters)          (02/18/99) GPS OBS
 AA3724  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AA3724
 AA3724  HORZ ORDER  -  FIRST
 AA3724  ELLP ORDER  -  FOURTH    CLASS II
 AA3724
 AA3724.This mark is at Mc Ghee Tyson Airport (TYS)
 AA3724
 AA3724.The horizontal coordinates were established by GPS observations
 AA3724.and adjusted by the National Geodetic Survey in February 1999..
 AA3724
 AA3724.The orthometric height was determined by GPS observations and a
 AA3724.high-resolution geoid model.
 AA3724
 AA3724.GPS derived orthometric heights for airport stations designated as
 AA3724.PACS or SACS are published to 2 decimal places.  This maintains
 AA3724.centimeter relative accuracy between the PACS and SACS.  It does
 AA3724.not indicate centimeter accuracy relative to other marks which are
 AA3724.part of the NAVD 88 network.
 AA3724
 AA3724.Photographs are available for this station.
 AA3724
 AA3724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3724
 AA3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3724
 AA3724.The ellipsoidal height was determined by GPS observations
 AA3724.and is referenced to NAD 83.
 AA3724
 AA3724.The geoid height was determined by GEOID03.
 AA3724
 AA3724;                    North         East     Units Scale Factor Converg.
 AA3724;SPC TN       -   166,875.761   782,106.542   MT  0.99994843   +1 10 47.7
 AA3724;SPC TN       -   547,491.56  2,565,961.21   sFT  0.99994843   +1 10 47.7
 AA3724;UTM  17      - 3,968,152.872   230,360.165   MT  1.00049600   -1 44 52.0
 AA3724;UTM  16      - 3,968,238.369   772,427.308   MT  1.00051463   +1 45 57.1
 AA3724
 AA3724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3724!SPC TN       -   0.99995823  x   0.99994843  =   0.99990667
 AA3724!UTM  17      -   0.99995823  x   1.00049600  =   1.00045421
 AA3724!UTM  16      -   0.99995823  x   1.00051463  =   1.00047284
 AA3724
 AA3724                          SUPERSEDED SURVEY CONTROL
 AA3724
 AA3724  NAD 83(1995)-  35 49 13.83428(N)    083 59 04.48287(W) AD(       ) 1
 AA3724  ELLIP H (03/31/95)  266.15   (m)                       GP(       ) 4 2
 AA3724  NGVD 29 (03/31/95)  296.83   (m)          973.8    (f) LEVELING    3  
 AA3724
 AA3724.Superseded values are not recommended for survey control.
 AA3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3724.See file dsdata.txt to determine how the superseded data were derived.
 AA3724
 AA3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3036068153(NAD 83)
 AA3724_MARKER: DD = SURVEY DISK
 AA3724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3724_STAMPING: TYS D 1991
 AA3724_MARK LOGO: NOS   
 AA3724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3724+STABILITY: SURFACE MOTION
 AA3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3724+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AA3724
 AA3724  HISTORY     - Date     Condition        Report By
 AA3724  HISTORY     - 1991     MONUMENTED       NOS
 AA3724  HISTORY     - 19940606 GOOD             NGS
 AA3724  HISTORY     - 20021123 GOOD             NGS
 AA3724
 AA3724                          STATION DESCRIPTION
 AA3724
 AA3724'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (HSK)
 AA3724'THE STATION IS LOCATED NORTH-NORTHWEST OF MARYSVILLE AND SOUTH OF
 AA3724'KNOXVILLE, TENNESSEE AT THE MCGHEE-TYSON AIRPORT.  THE STATION IS ON
 AA3724'THE NORTHEAST END OF THE FIELD BETWEEN TAXIWAY  B  AND RUNNWAY  23R .
 AA3724' 
 AA3724'THE STATION IS 140.2 FT (42.7 M) NORTHEAST OF THE FIFTH TAXIWAY LIGHT,
 AA3724'158.4 FT (48.3 M) SOUTHEAST OF THE SECOND RUNWAY LIGHT SOUTHWEST OF
 AA3724'END  23R , AND 207.9 FT (63.4 M) NORTHWEST OF THE CENTERLINE OF
 AA3724'TAXIWAY  B .
 AA3724' 
 AA3724'THE STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE POST
 AA3724'FLUSH WITH THE GROUND AND STAMPED  TYS D 1991
 AA3724' 
 AA3724'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. WILLIAM
 AA3724'F. MARRISON, P.O. BOX 15600, KNOXVILLE, TN, 37901, TELEPHONE (615)
 AA3724'970-2773.
 AA3724' 
 AA3724'STATION RECOVERED AS DESCRIBED BY RALPH A. HARRELL ON MARCH 9 1993,
 AA3724'NOS.
 AA3724
 AA3724                          STATION RECOVERY (1994)
 AA3724
 AA3724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3724'THE STATION IS LOCATED ON THE AIRPORT AT THE NORTHEAST END OF THE
 AA3724'FIELD BETWEEN TAXIWAY B AND 23R.  THE STATION IS 140.2 FT (42.7 M) NE
 AA3724'OF THE 5TH TAXIWAY LIGHT, 158.4 FT (48.3 M) SE OF THE SECOND RUNWAY
 AA3724'LIGHT SOUTHWEST OF END 23R, AND 207.9 FT (63.4 M) NW OF THE CENTERLINE
 AA3724'OF TAXIWAY B.  THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK
 AA3724'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 AA3724'TYS D 1991.
 AA3724
 AA3724                          STATION RECOVERY (2002)
 AA3724
 AA3724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 AA3724'RECOVERED AS DESCRIBED. DJA- DECEMBER 23, 2002.
 AA3724'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3725 ***********************************************************************
 AA3725  PACS        -  This is a Primary Airport Control Station.
 AA3725  DESIGNATION -  TYS E
 AA3725  PID         -  AA3725
 AA3725  STATE/COUNTY-  TN/BLOUNT
 AA3725  USGS QUAD   -  MARYVILLE (1979)
 AA3725
 AA3725                         *CURRENT SURVEY CONTROL
 AA3725  ___________________________________________________________________
 AA3725* NAD 83(1995)-  35 48 29.87422(N)    083 59 47.39839(W)     ADJUSTED  
 AA3725* NAVD 88     -       291.54   (meters)     956.5    (feet)  GPS OBS   
 AA3725  ___________________________________________________________________
 AA3725  X           -     541,634.556 (meters)                     COMP
 AA3725  Y           -  -5,150,281.752 (meters)                     COMP
 AA3725  Z           -   3,711,115.145 (meters)                     COMP
 AA3725  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AA3725  ELLIP HEIGHT-         260.98  (meters)          (02/18/99) GPS OBS
 AA3725  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AA3725
 AA3725  HORZ ORDER  -  B
 AA3725  ELLP ORDER  -  FOURTH    CLASS II
 AA3725
 AA3725.This mark is at Mc Ghee Tyson Airport (TYS)
 AA3725
 AA3725.The horizontal coordinates were established by GPS observations
 AA3725.and adjusted by the National Geodetic Survey in February 1999..
 AA3725
 AA3725.The orthometric height was determined by GPS observations and a
 AA3725.high-resolution geoid model.
 AA3725
 AA3725.GPS derived orthometric heights for airport stations designated as
 AA3725.PACS or SACS are published to 2 decimal places.  This maintains
 AA3725.centimeter relative accuracy between the PACS and SACS.  It does
 AA3725.not indicate centimeter accuracy relative to other marks which are
 AA3725.part of the NAVD 88 network.
 AA3725
 AA3725.Photographs are available for this station.
 AA3725
 AA3725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3725
 AA3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3725
 AA3725.The ellipsoidal height was determined by GPS observations
 AA3725.and is referenced to NAD 83.
 AA3725
 AA3725.The geoid height was determined by GEOID03.
 AA3725
 AA3725;                    North         East     Units Scale Factor Converg.
 AA3725;SPC TN       -   165,499.155   781,057.196   MT  0.99994850   +1 10 22.5
 AA3725;SPC TN       -   542,975.14  2,562,518.48   sFT  0.99994850   +1 10 22.5
 AA3725;UTM  17      - 3,966,830.925   229,241.268   MT  1.00050346   -1 45 15.3
 AA3725;UTM  16      - 3,966,850.328   771,391.505   MT  1.00050769   +1 45 30.0
 AA3725
 AA3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3725!SPC TN       -   0.99995904  x   0.99994850  =   0.99990754
 AA3725!UTM  17      -   0.99995904  x   1.00050346  =   1.00046248
 AA3725!UTM  16      -   0.99995904  x   1.00050769  =   1.00046671
 AA3725
 AA3725                          SUPERSEDED SURVEY CONTROL
 AA3725
 AA3725  NAD 83(1995)-  35 48 29.87587(N)    083 59 47.40196(W) AD(       ) B
 AA3725  ELLIP H (03/31/95)  261.01   (m)                       GP(       ) 4 2
 AA3725  NGVD 29 (03/31/95)  291.67   (m)          956.9    (f) LEVELING    3  
 AA3725
 AA3725.Superseded values are not recommended for survey control.
 AA3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3725.See file dsdata.txt to determine how the superseded data were derived.
 AA3725
 AA3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2924166831(NAD 83)
 AA3725_MARKER: DD = SURVEY DISK
 AA3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3725_STAMPING: TYS E 1991
 AA3725_MARK LOGO: NOS   
 AA3725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3725+STABILITY: SURFACE MOTION
 AA3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3725+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AA3725
 AA3725  HISTORY     - Date     Condition        Report By
 AA3725  HISTORY     - 1991     MONUMENTED       NOS
 AA3725  HISTORY     - 19940606 GOOD             NGS
 AA3725  HISTORY     - 20021123 GOOD             NGS
 AA3725
 AA3725                          STATION DESCRIPTION
 AA3725
 AA3725'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (HSK)
 AA3725'THE STATION IS LOCATED NORTH-NORTHWEST OF MARYSVILLE AND SOUTH OF
 AA3725'KNOXVILLE, TENNESSEE AT THE MCGHEE-TYSON AIRPORT. THE STATION IS
 AA3725'LOCATED EAST OF THE INTERSECTION OF TAXIWAYS  B2  AND  B .
 AA3725' 
 AA3725'THE STATION IS 175.8 FT (53.6 M) NORTHEAST OF THE FIRST TAXIWAY LIGHT
 AA3725'SOUTHEAST OF AN ASPHALT PARKING AREA, 98.2 FT (29.9 M) NORTHEAST OF
 AA3725'THE NORTHEAST CORNER OF AN ASPHALT PARKING AREA, 258.3 FT (78.7 M)
 AA3725'EAST OF THE EAST CORNER OF A CONCRETE DRAIN, 298.8 FT (91.1 M) NORTH
 AA3725'OF THE NORTH CORNER OF A SIGN  5R , 223 FT (68.0 M) NORTHEAST OF THE
 AA3725'CENTERLINE OF TAXIWAY  B2 , AND 69.9 FT (21.3 M) NORTH OF A MKAA
 AA3725'MONUMENT  86-8 .
 AA3725' 
 AA3725'THE STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE POST
 AA3725'FLUSH WITH THE GROUND AND STAMPED  TYS E 1991 .
 AA3725' 
 AA3725'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. WILLIAM
 AA3725'F. MARRISON, P.O. BOX 15600, KNOXVILLE, TN, 37901, TELEPHONE (615)
 AA3725'970-2773.
 AA3725' 
 AA3725'STATION RECOVERED AND DESCRIBED BY RALPH A HARRELL, 9 MARCH 1993, NOS.
 AA3725
 AA3725                          STATION RECOVERY (1994)
 AA3725
 AA3725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3725'THE STATION IS LOCATED ON THE AIRPORT EAST OF THE INTERSECTION OF
 AA3725'TAXIWAYS B2 AND B.  THE STATION IS 175.8 FT (53.6 M) NE OF THE FIRST
 AA3725'TAXIWAY LIGHT SE OF AN ASPHALT PARKING AREA, 98.2 FT (29.9 M) NE OF
 AA3725'THE NE CORNER OF AN ASPHALT PARKING AREA, 258.3 FT (78.7 M) EAST OF
 AA3725'THE EAST CORNER OF A CONCRETE DRAIN, 298.8 FT (91.1 M) NORTH OF THE
 AA3725'NORTH CORNER OF A IGN 5R, 223 FT (68.0 M) NE OF THE CENTERLINE OF
 AA3725'TAXIWAY B2, AND 69.9 FT (21.3 M) NORTH OF A MKAA MONUMENT 86-8.  THE
 AA3725'STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN THE TOP OF A
 AA3725'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED TYS E 1991.
 AA3725
 AA3725                          STATION RECOVERY (2002)
 AA3725
 AA3725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 AA3725'RECOVERED AS DESCRIBED. DJA- NOVEMBER 23, 2002.
 AA3725'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3726 ***********************************************************************
 AA3726  SACS        -  This is a Secondary Airport Control Station.
 AA3726  DESIGNATION -  TYS PT
 AA3726  PID         -  AA3726
 AA3726  STATE/COUNTY-  TN/BLOUNT
 AA3726  USGS QUAD   -  MARYVILLE (1979)
 AA3726
 AA3726                         *CURRENT SURVEY CONTROL
 AA3726  ___________________________________________________________________
 AA3726* NAD 83(1995)-  35 49 19.52820(N)    083 59 19.39197(W)     ADJUSTED  
 AA3726* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 AA3726  ___________________________________________________________________
 AA3726  X           -     542,240.634 (meters)                     COMP
 AA3726  Y           -  -5,149,322.937 (meters)                     COMP
 AA3726  Z           -   3,712,360.137 (meters)                     COMP
 AA3726  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AA3726  ELLIP HEIGHT-         267.71  (meters)          (02/18/99) GPS OBS
 AA3726  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AA3726
 AA3726  HORZ ORDER  -  FIRST
 AA3726  ELLP ORDER  -  FOURTH    CLASS II
 AA3726
 AA3726.This mark is at Mc Ghee Tyson Airport (TYS)
 AA3726
 AA3726.The horizontal coordinates were established by GPS observations
 AA3726.and adjusted by the National Geodetic Survey in February 1999..
 AA3726
 AA3726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3726
 AA3726.GPS derived orthometric heights for airport stations designated as
 AA3726.PACS or SACS are published to 2 decimal places.  This maintains
 AA3726.centimeter relative accuracy between the PACS and SACS.  It does
 AA3726.not indicate centimeter accuracy relative to other marks which are
 AA3726.part of the NAVD 88 network.
 AA3726
 AA3726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3726
 AA3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3726
 AA3726.The ellipsoidal height was determined by GPS observations
 AA3726.and is referenced to NAD 83.
 AA3726
 AA3726.The geoid height was determined by GEOID03.
 AA3726
 AA3726;                    North         East     Units Scale Factor Converg.
 AA3726;SPC TN       -   167,043.558   781,728.692   MT  0.99994842   +1 10 38.9
 AA3726;SPC TN       -   548,042.07  2,564,721.55   sFT  0.99994842   +1 10 38.9
 AA3726;UTM  17      - 3,968,339.852   229,991.177   MT  1.00049846   -1 45 01.0
 AA3726;UTM  16      - 3,968,402.385   772,047.547   MT  1.00051208   +1 45 48.6
 AA3726
 AA3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3726!SPC TN       -   0.99995798  x   0.99994842  =   0.99990641
 AA3726!UTM  17      -   0.99995798  x   1.00049846  =   1.00045642
 AA3726!UTM  16      -   0.99995798  x   1.00051208  =   1.00047004
 AA3726
 AA3726                          SUPERSEDED SURVEY CONTROL
 AA3726
 AA3726  NAD 83(1995)-  35 49 19.52989(N)    083 59 19.39546(W) AD(       ) 1
 AA3726  ELLIP H (03/31/95)  267.75   (m)                       GP(       ) 4 2
 AA3726  NGVD 29 (03/31/95)  298.4    (m)          979.     (f) GPS OBS        
 AA3726
 AA3726.Superseded values are not recommended for survey control.
 AA3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3726.See file dsdata.txt to determine how the superseded data were derived.
 AA3726
 AA3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2999168340(NAD 83)
 AA3726_MARKER: Z = SEE DESCRIPTION
 AA3726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3726_SP_SET: CONCRETE RAMP
 AA3726_STAMPING: TYS PT 93
 AA3726_MARK LOGO: NGS   
 AA3726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3726+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3726
 AA3726  HISTORY     - Date     Condition        Report By
 AA3726  HISTORY     - 1993     MONUMENTED       NGS
 AA3726  HISTORY     - 19940606 POOR             NGS
 AA3726
 AA3726                          STATION DESCRIPTION
 AA3726
 AA3726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RAH)
 AA3726'THE STATION IS LOCATED NORTH-NORTHWEST OF MARYSVILLE AND SOUTH OF
 AA3726'KNOXVILLE, TENNESSEE AT THE MCGHEE-TYSON AIRPORT. THE STATION IS
 AA3726'LOCATED AT THE NORTHEAST CORNER OF THE AIRPORT.
 AA3726' 
 AA3726'THE STATION IS ON THE FED EX-UPS CARGO RAMP, 19.9 FT (6.1 M) NORTHEAST
 AA3726'OF A PAINTED YELLOW STRIPE, 15.5 FT (4.7 M) SOUTHEAST OF A YELLOW
 AA3726'PAINTED STRIPE, 78.5 FT (23.9 M) SOUTHWEST OF A PAINTED WHITE STRIPE
 AA3726'(WEST WHITE STRIPE OF TWO), 157.6 FT (48.0 M) NORTHWEST OF THE LAST
 AA3726'TAXIWAY LIGHT ON THE CARGO RAMP, 2.2 FT (0.7 M) NORTHEAST OF A SEAM
 AA3726'BETWEEN CONCRETE SLABS, AND 2.6 FT (0.8 M) SOUTHEAST OF ANOTHER SEAM
 AA3726'BETWEEN CONCRETE SLABS.
 AA3726' 
 AA3726'THE STATION IS A PK NAIL AND WASHER CEMENTED IN A DRILL HOLE ON
 AA3726'CONCRETE RAMP.  THE WASHER IS A NOS-CGS WASHER STAMPED  TYS PT 93.
 AA3726' 
 AA3726'TO OBTAIN ACCESS TO THE AIRPORT AND STATION, CONTACT MR. WILLIAM F.
 AA3726'MARRISON, P.O. BOX 15600, KNOXVILLE, TN, 37901, TELEPHONE (615)
 AA3726'970-2773.
 AA3726' 
 AA3726'STATION SET AND DESCRIBED BY RALPH A. HARRELL, 9 MARCH 1993, NOS.
 AA3726
 AA3726                          STATION RECOVERY (1994)
 AA3726
 AA3726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GFS)
 AA3726'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF TYHE MCGHEE-TYSON
 AA3726'AIRPORT.  THE STATION IS ON THE FED EX-UPS CARGO RAMP, 19.9 FEET (6.1
 AA3726'M) NORTHEAST OF A PAINTED YELLOW STRIPE, 15.5 FEET (4.7 M) SOUTHEAST
 AA3726'OF A PAINTED YELLOW STRIPE, 78.5 FEET (23.9 M) SOUTHWEST OF A PAINTED
 AA3726'WHITE STRIPE (WEST WHITE STRIPE OF TWO), 157.6 FEET (48.0 M) NORTHWEST
 AA3726'OF THE LAST TAXIWAY LIGHT ON THE CARGO RAMP, 2.2 FEET (0.7 M)
 AA3726'NORTHEAST OF A SEAM BETWEEN CONCRETE SLABS, AND 2.6 FEET (0.8 M)
 AA3726'SOUTHEAST OF ANOTHER SEAM BETWEEN CONCRETE SLABS.  THE STATION IS A PK
 AA3726'NAIL AND WASHER CEMENTED IN A DRILL HOLE ON CONCRETE RAMP.  THE WASHER
 AA3726'IS A CGS WASHER STAMPED TYS PT 93.  PK NAIL WAS RECOVERED, BUT THE
 AA3726'WASHER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0150 ***********************************************************************
 FC0150  DESIGNATION -  U 10
 FC0150  PID         -  FC0150
 FC0150  STATE/COUNTY-  TN/BLOUNT
 FC0150  USGS QUAD   -  BINFIELD (1990)
 FC0150
 FC0150                         *CURRENT SURVEY CONTROL
 FC0150  ___________________________________________________________________
 FC0150* NAD 83(1986)-  35 40 19.     (N)    084 00 14.     (W)     SCALED    
 FC0150* NAVD 88     -       302.574  (meters)     992.69   (feet)  ADJUSTED  
 FC0150  ___________________________________________________________________
 FC0150  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0150  DYNAMIC HT  -         302.285 (meters)     991.75  (feet)  COMP
 FC0150  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FC0150
 FC0150  VERT ORDER  -  FIRST     CLASS II
 FC0150
 FC0150.The horizontal coordinates were scaled from a topographic map and have
 FC0150.an estimated accuracy of +/- 6 seconds.
 FC0150
 FC0150.The orthometric height was determined by differential leveling
 FC0150.and adjusted by the National Geodetic Survey in June 1991..
 FC0150
 FC0150.The geoid height was determined by GEOID03.
 FC0150
 FC0150.The dynamic height is computed by dividing the NAVD 88
 FC0150.geopotential number by the normal gravity value computed on the
 FC0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0150.degrees latitude (g = 980.6199 gals.).
 FC0150
 FC0150.The modeled gravity was interpolated from observed gravity values.
 FC0150
 FC0150;                    North         East    Units  Estimated Accuracy
 FC0150;SPC TN       -   150,360.      780,700.      MT  (+/- 180 meters Scaled)
 FC0150
 FC0150                          SUPERSEDED SURVEY CONTROL
 FC0150
 FC0150  NGVD 29 (??/??/92)  302.690  (m)          993.08   (f) ADJ UNCH    1 2
 FC0150
 FC0150.Superseded values are not recommended for survey control.
 FC0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0150.See file dsdata.txt to determine how the superseded data were derived.
 FC0150
 FC0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE711517(NAD 83)
 FC0150_MARKER: DB = BENCH MARK DISK
 FC0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0150_SP_SET: HIGHWAY CULVERT
 FC0150_STAMPING: 993.285 U 10 1932
 FC0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0150
 FC0150  HISTORY     - Date     Condition        Report By
 FC0150  HISTORY     - 1932     MONUMENTED       CGS
 FC0150  HISTORY     - 1943     GOOD             NGS
 FC0150  HISTORY     - 1962     GOOD             NGS
 FC0150  HISTORY     - 1983     GOOD             NGS
 FC0150
 FC0150                          STATION DESCRIPTION
 FC0150
 FC0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC0150'7 MI S FROM MARYVILLE.
 FC0150'ABOUT 7 MILES SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM
 FC0150'MARYVILLE, ABOUT 300 YARDS FROM THE CARPENTERS CAMP GROUND
 FC0150'CHURCH NEAR THE OLD MONTVALE STATION, AT A CONCRETE HIGHWAY
 FC0150'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STANDARD
 FC0150'DISK, STAMPED 993.285 U 10 1932.
 FC0150
 FC0150                          STATION RECOVERY (1962)
 FC0150
 FC0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC0150'RECOVERED IN GOOD CONDITION.
 FC0150
 FC0150                          STATION RECOVERY (1983)
 FC0150
 FC0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0544 ***********************************************************************
 GA0544  DESIGNATION -  U 100
 GA0544  PID         -  GA0544
 GA0544  STATE/COUNTY-  TN/WASHINGTON
 GA0544  USGS QUAD   -  JONESBOROUGH (1968)
 GA0544
 GA0544                         *CURRENT SURVEY CONTROL
 GA0544  ___________________________________________________________________
 GA0544* NAD 83(1986)-  36 21 57.     (N)    082 29 16.     (W)     SCALED    
 GA0544* NAVD 88     -       543.211  (meters)    1782.18   (feet)  ADJUSTED  
 GA0544  ___________________________________________________________________
 GA0544  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0544  DYNAMIC HT  -         542.699 (meters)    1780.51  (feet)  COMP
 GA0544  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 GA0544
 GA0544  VERT ORDER  -  SECOND    CLASS 0
 GA0544
 GA0544.The horizontal coordinates were scaled from a topographic map and have
 GA0544.an estimated accuracy of +/- 6 seconds.
 GA0544
 GA0544.The orthometric height was determined by differential leveling
 GA0544.and adjusted by the National Geodetic Survey in June 1991..
 GA0544
 GA0544.The geoid height was determined by GEOID03.
 GA0544
 GA0544.The dynamic height is computed by dividing the NAVD 88
 GA0544.geopotential number by the normal gravity value computed on the
 GA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0544.degrees latitude (g = 980.6199 gals.).
 GA0544
 GA0544.The modeled gravity was interpolated from observed gravity values.
 GA0544
 GA0544;                    North         East    Units  Estimated Accuracy
 GA0544;SPC TN       -   231,160.      915,140.      MT  (+/- 180 meters Scaled)
 GA0544
 GA0544                          SUPERSEDED SURVEY CONTROL
 GA0544
 GA0544  NGVD 29 (??/??/92)  543.354  (m)         1782.65   (f) ADJ UNCH    2 0
 GA0544
 GA0544.Superseded values are not recommended for survey control.
 GA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0544.See file dsdata.txt to determine how the superseded data were derived.
 GA0544
 GA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA665255(NAD 83)
 GA0544_MARKER: DB = BENCH MARK DISK
 GA0544_SETTING: 66 = SET IN ROCK OUTCROP
 GA0544_SP_SET: SET IN ROCK OUTCROP
 GA0544_STAMPING: U 100 1935
 GA0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0544+STABILITY: POSITION/ELEVATION WELL
 GA0544
 GA0544  HISTORY     - Date     Condition        Report By
 GA0544  HISTORY     - 1935     MONUMENTED       CGS
 GA0544
 GA0544                          STATION DESCRIPTION
 GA0544
 GA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0544'3.5 MI W FROM BOONE.
 GA0544'3.5 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM
 GA0544'THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE,
 GA0544'WASHINGTON COUNTY, AT A SCHOOL, 47 FEET SOUTH OF THE CENTERLINE
 GA0544'OF THE HIGHWAY, 42 FEET EAST OF THE NORTHWEST CORNER OF THE
 GA0544'BUILDING, 22 FEET SOUTHEAST OF A 24-INCH ELM TREE, AND IN THE
 GA0544'TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED U 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0198 ***********************************************************************
 GA0198  DESIGNATION -  U 102
 GA0198  PID         -  GA0198
 GA0198  STATE/COUNTY-  TN/SULLIVAN
 GA0198  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0198
 GA0198                         *CURRENT SURVEY CONTROL
 GA0198  ___________________________________________________________________
 GA0198* NAD 83(1986)-  36 34 20.     (N)    082 03 50.     (W)     SCALED    
 GA0198* NAVD 88     -       504.423  (meters)    1654.93   (feet)  ADJUSTED  
 GA0198  ___________________________________________________________________
 GA0198  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA0198  DYNAMIC HT  -         503.958 (meters)    1653.40  (feet)  COMP
 GA0198  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 GA0198
 GA0198  VERT ORDER  -  SECOND    CLASS 0
 GA0198
 GA0198.The horizontal coordinates were scaled from a topographic map and have
 GA0198.an estimated accuracy of +/- 6 seconds.
 GA0198
 GA0198.The orthometric height was determined by differential leveling
 GA0198.and adjusted by the National Geodetic Survey in June 1991..
 GA0198
 GA0198.The geoid height was determined by GEOID03.
 GA0198
 GA0198.The dynamic height is computed by dividing the NAVD 88
 GA0198.geopotential number by the normal gravity value computed on the
 GA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0198.degrees latitude (g = 980.6199 gals.).
 GA0198
 GA0198.The modeled gravity was interpolated from observed gravity values.
 GA0198
 GA0198;                    North         East    Units  Estimated Accuracy
 GA0198;SPC TN       -   255,500.      952,230.      MT  (+/- 180 meters Scaled)
 GA0198
 GA0198                          SUPERSEDED SURVEY CONTROL
 GA0198
 GA0198  NGVD 29 (??/??/92)  504.539  (m)         1655.31   (f) ADJ UNCH    2 0
 GA0198
 GA0198.Superseded values are not recommended for survey control.
 GA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0198.See file dsdata.txt to determine how the superseded data were derived.
 GA0198
 GA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA048479(NAD 83)
 GA0198_MARKER: DB = BENCH MARK DISK
 GA0198_SETTING: 66 = SET IN ROCK OUTCROP
 GA0198_SP_SET: ROCK OUTCROP
 GA0198_STAMPING: U 102 1935
 GA0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0198+STABILITY: POSITION/ELEVATION WELL
 GA0198
 GA0198  HISTORY     - Date     Condition        Report By
 GA0198  HISTORY     - 1935     MONUMENTED       CGS
 GA0198
 GA0198                          STATION DESCRIPTION
 GA0198
 GA0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0198'0.6 MI NE FROM HOLSTON VALLEY.
 GA0198'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0198'AT HOLSTON VALLEY, SULLIVAN COUNTY, 65 YARDS NORTHWEST OF THE
 GA0198'NORTHWEST CORNER OF THE H.C. THOMAS RESIDENCE, 52 YARDS SOUTHEAST
 GA0198'OF THE SOUTHEAST CORNER OF A BRIDGE, 32 YARDS SOUTHWEST OF THE BANK
 GA0198'OF THE SMALL STREAM, 27 YARDS NORTH OF A GATE AND A FENCE CORNER,
 GA0198'41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20.4 FEET EAST OF A
 GA0198'FENCE LINE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 GA0198'STAMPED U 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0971 ***********************************************************************
 FZ0971  DESIGNATION -  U 103
 FZ0971  PID         -  FZ0971
 FZ0971  STATE/COUNTY-  TN/JOHNSON
 FZ0971  USGS QUAD   -  DOE (1969)
 FZ0971
 FZ0971                         *CURRENT SURVEY CONTROL
 FZ0971  ___________________________________________________________________
 FZ0971* NAD 83(1986)-  36 24 28.     (N)    081 57 39.     (W)     SCALED    
 FZ0971* NAVD 88     -       647.155  (meters)    2123.21   (feet)  ADJUSTED  
 FZ0971  ___________________________________________________________________
 FZ0971  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FZ0971  DYNAMIC HT  -         646.515 (meters)    2121.11  (feet)  COMP
 FZ0971  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 FZ0971
 FZ0971  VERT ORDER  -  SECOND    CLASS 0
 FZ0971
 FZ0971.The horizontal coordinates were scaled from a topographic map and have
 FZ0971.an estimated accuracy of +/- 6 seconds.
 FZ0971
 FZ0971.The orthometric height was determined by differential leveling
 FZ0971.and adjusted by the National Geodetic Survey in June 1991..
 FZ0971
 FZ0971.The geoid height was determined by GEOID03.
 FZ0971
 FZ0971.The dynamic height is computed by dividing the NAVD 88
 FZ0971.geopotential number by the normal gravity value computed on the
 FZ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0971.degrees latitude (g = 980.6199 gals.).
 FZ0971
 FZ0971.The modeled gravity was interpolated from observed gravity values.
 FZ0971
 FZ0971;                    North         East    Units  Estimated Accuracy
 FZ0971;SPC TN       -   237,640.      962,200.      MT  (+/- 180 meters Scaled)
 FZ0971
 FZ0971                          SUPERSEDED SURVEY CONTROL
 FZ0971
 FZ0971  NGVD 29 (??/??/92)  647.245  (m)         2123.50   (f) ADJ UNCH    2 0
 FZ0971
 FZ0971.Superseded values are not recommended for survey control.
 FZ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0971.See file dsdata.txt to determine how the superseded data were derived.
 FZ0971
 FZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA138296(NAD 83)
 FZ0971_MARKER: DB = BENCH MARK DISK
 FZ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0971_STAMPING: U 103 1935
 FZ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0971+STABILITY: SURFACE MOTION
 FZ0971
 FZ0971  HISTORY     - Date     Condition        Report By
 FZ0971  HISTORY     - 1935     MONUMENTED       CGS
 FZ0971
 FZ0971                          STATION DESCRIPTION
 FZ0971
 FZ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0971'2.5 MI NW FROM DOEVILLE POST OFFICE.
 FZ0971'2.5 MILES NORTHWEST ALONG A COUNTY ROAD FROM DOEVILLE POST OFFICE,
 FZ0971'JOHNSON COUNTY, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 67,
 FZ0971'180 YARDS SOUTH OF THE ENTRANCE TO THE J.W. ESTEP RESIDENCE,
 FZ0971'31.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF
 FZ0971'A FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 FZ0971'STAMPED U 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1019 ***********************************************************************
 FZ1019  DESIGNATION -  U 104
 FZ1019  PID         -  FZ1019
 FZ1019  STATE/COUNTY-  TN/JOHNSON
 FZ1019  USGS QUAD   -  ELK MILLS (1994)
 FZ1019
 FZ1019                         *CURRENT SURVEY CONTROL
 FZ1019  ___________________________________________________________________
 FZ1019* NAD 83(1986)-  36 20 16.     (N)    081 58 58.     (W)     SCALED    
 FZ1019* NAVD 88     -       568.569  (meters)    1865.38   (feet)  ADJUSTED  
 FZ1019  ___________________________________________________________________
 FZ1019  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ1019  DYNAMIC HT  -         567.995 (meters)    1863.50  (feet)  COMP
 FZ1019  MODELED GRAV-     979,604.6   (mgal)                       NAVD 88
 FZ1019
 FZ1019  VERT ORDER  -  SECOND    CLASS 0
 FZ1019
 FZ1019.The horizontal coordinates were scaled from a topographic map and have
 FZ1019.an estimated accuracy of +/- 6 seconds.
 FZ1019
 FZ1019.The orthometric height was determined by differential leveling
 FZ1019.and adjusted by the National Geodetic Survey in June 1991..
 FZ1019
 FZ1019.The geoid height was determined by GEOID03.
 FZ1019
 FZ1019.The dynamic height is computed by dividing the NAVD 88
 FZ1019.geopotential number by the normal gravity value computed on the
 FZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1019.degrees latitude (g = 980.6199 gals.).
 FZ1019
 FZ1019.The modeled gravity was interpolated from observed gravity values.
 FZ1019
 FZ1019;                    North         East    Units  Estimated Accuracy
 FZ1019;SPC TN       -   229,800.      960,550.      MT  (+/- 180 meters Scaled)
 FZ1019
 FZ1019                          SUPERSEDED SURVEY CONTROL
 FZ1019
 FZ1019  NGVD 29 (??/??/92)  568.668  (m)         1865.70   (f) ADJ UNCH    2 0
 FZ1019
 FZ1019.Superseded values are not recommended for survey control.
 FZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1019.See file dsdata.txt to determine how the superseded data were derived.
 FZ1019
 FZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA118218(NAD 83)
 FZ1019_MARKER: DB = BENCH MARK DISK
 FZ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1019_STAMPING: U 104 1935
 FZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1019+STABILITY: SURFACE MOTION
 FZ1019
 FZ1019  HISTORY     - Date     Condition        Report By
 FZ1019  HISTORY     - 1935     MONUMENTED       CGS
 FZ1019
 FZ1019                          STATION DESCRIPTION
 FZ1019
 FZ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1019'AT BUTLER.
 FZ1019'AT THE EAST CORPORATION CORNER OF BUTLER, JOHNSON COUNTY, ON THE
 FZ1019'DRY HILL ROAD, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A COUNTY
 FZ1019'ROAD 1 MILE EAST OF TOWN, ON THE JOHN REED PROPERTY, 400 FEET OF
 FZ1019'A TWO-STORY FARMHOUSE, 100 FEET EAST OF A 20-INCH APPLE TREE, 40
 FZ1019'FEET SOUTHEAST OF A BARN, 30 FEET NORTH OF A WOODEN BRIDGE, ON
 FZ1019'THE NORTHEAST SIDE OF THE COUNTY ROAD, AT THE WEST GATEPOST TO A
 FZ1019'FARM LOT, AND BETWEEN THE GATE AND THE BRIDGE.  A STANDARD DISK,
 FZ1019'STAMPED U 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0809 ***********************************************************************
 GA0809  DESIGNATION -  U 105
 GA0809  PID         -  GA0809
 GA0809  STATE/COUNTY-  TN/WASHINGTON
 GA0809  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0809
 GA0809                         *CURRENT SURVEY CONTROL
 GA0809  ___________________________________________________________________
 GA0809* NAD 83(1986)-  36 22 24.     (N)    082 37 56.     (W)     SCALED    
 GA0809* NAVD 88     -       517.432  (meters)    1697.61   (feet)  ADJUSTED  
 GA0809  ___________________________________________________________________
 GA0809  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0809  DYNAMIC HT  -         516.943 (meters)    1696.00  (feet)  COMP
 GA0809  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 GA0809
 GA0809  VERT ORDER  -  SECOND    CLASS 0
 GA0809
 GA0809.The horizontal coordinates were scaled from a topographic map and have
 GA0809.an estimated accuracy of +/- 6 seconds.
 GA0809
 GA0809.The orthometric height was determined by differential leveling
 GA0809.and adjusted by the National Geodetic Survey in June 1991..
 GA0809
 GA0809.The geoid height was determined by GEOID03.
 GA0809
 GA0809.The dynamic height is computed by dividing the NAVD 88
 GA0809.geopotential number by the normal gravity value computed on the
 GA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0809.degrees latitude (g = 980.6199 gals.).
 GA0809
 GA0809.The modeled gravity was interpolated from observed gravity values.
 GA0809
 GA0809;                    North         East    Units  Estimated Accuracy
 GA0809;SPC TN       -   231,540.      902,150.      MT  (+/- 180 meters Scaled)
 GA0809
 GA0809                          SUPERSEDED SURVEY CONTROL
 GA0809
 GA0809  NGVD 29 (??/??/92)  517.569  (m)         1698.06   (f) ADJ UNCH    2 0
 GA0809
 GA0809.Superseded values are not recommended for survey control.
 GA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0809.See file dsdata.txt to determine how the superseded data were derived.
 GA0809
 GA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA535265(NAD 83)
 GA0809_MARKER: DB = BENCH MARK DISK
 GA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0809_STAMPING: U 105 1935
 GA0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0809+STABILITY: SURFACE MOTION
 GA0809
 GA0809  HISTORY     - Date     Condition        Report By
 GA0809  HISTORY     - 1935     MONUMENTED       CGS
 GA0809
 GA0809                          STATION DESCRIPTION
 GA0809
 GA0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0809'4.2 MI SW FROM FALL BRANCH.
 GA0809'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81 FROM FALL BRANCH,
 GA0809'WASHINGTON COUNTY, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 93,
 GA0809'AT THE JUNCTION OF A ROAD LEADING EAST, 10 YARDS NORTHWEST OF THE
 GA0809'CENTERLINE OF THE HIGHWAY, 19 YARDS WEST OF THE CENTER OF THE
 GA0809'JUNCTION, 1 FOOT SOUTHEAST OF A FENCE LINE, AND 1 FOOT LOWER THAN
 GA0809'THE ROAD.  A STANDARD DISK, STAMPED U 105 1935 AND SET IN THE TOP
 GA0809'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0880 ***********************************************************************
 GA0880  DESIGNATION -  U 106
 GA0880  PID         -  GA0880
 GA0880  STATE/COUNTY-  TN/GREENE
 GA0880  USGS QUAD   -  GREENEVILLE (1961)
 GA0880
 GA0880                         *CURRENT SURVEY CONTROL
 GA0880  ___________________________________________________________________
 GA0880* NAD 83(1986)-  36 14 43.     (N)    082 51 37.     (W)     SCALED    
 GA0880* NAVD 88     -       365.488  (meters)    1199.11   (feet)  ADJUSTED  
 GA0880  ___________________________________________________________________
 GA0880  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0880  DYNAMIC HT  -         365.147 (meters)    1197.99  (feet)  COMP
 GA0880  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 GA0880
 GA0880  VERT ORDER  -  SECOND    CLASS 0
 GA0880
 GA0880.The horizontal coordinates were scaled from a topographic map and have
 GA0880.an estimated accuracy of +/- 6 seconds.
 GA0880
 GA0880.The orthometric height was determined by differential leveling
 GA0880.and adjusted by the National Geodetic Survey in June 1991..
 GA0880
 GA0880.The geoid height was determined by GEOID03.
 GA0880
 GA0880.The dynamic height is computed by dividing the NAVD 88
 GA0880.geopotential number by the normal gravity value computed on the
 GA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0880.degrees latitude (g = 980.6199 gals.).
 GA0880
 GA0880.The modeled gravity was interpolated from observed gravity values.
 GA0880
 GA0880;                    North         East    Units  Estimated Accuracy
 GA0880;SPC TN       -   216,660.      882,150.      MT  (+/- 180 meters Scaled)
 GA0880
 GA0880                          SUPERSEDED SURVEY CONTROL
 GA0880
 GA0880  NGVD 29 (??/??/92)  365.629  (m)         1199.57   (f) ADJ UNCH    2 0
 GA0880
 GA0880.Superseded values are not recommended for survey control.
 GA0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0880.See file dsdata.txt to determine how the superseded data were derived.
 GA0880
 GA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA328127(NAD 83)
 GA0880_MARKER: DB = BENCH MARK DISK
 GA0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0880_STAMPING: D 100 1935
 GA0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0880+STABILITY: SURFACE MOTION
 GA0880
 GA0880  HISTORY     - Date     Condition        Report By
 GA0880  HISTORY     - 1935     MONUMENTED       CGS
 GA0880  HISTORY     - 1950     GOOD             TVA
 GA0880
 GA0880                          STATION DESCRIPTION
 GA0880
 GA0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0880'3 MI E FROM ALBANY.
 GA0880'3.0 MILES EAST ALONG THE LOCUST SPRING ROAD FROM THE INTERSECTION
 GA0880'OF STATE HIGHWAY 70 AT ALBANY, GREENE COUNTY, AT THE J. SOLOMAN
 GA0880'PROPERTY, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET
 GA0880'SOUTH OF A NORTHWEST FENCE CORNER, AND 2 FEET HIGHER THAN THE
 GA0880'ROAD.  12.8 FEET EAST SOUTHEAST OF A 5 INCH CEDAR TREE IN YARD OF
 GA0880'A 2-STORY HOUSE AND 1.7 FEET WEST NORTHWEST OF STEEL WITNESS
 GA0880'POST.  A STANDARD DISK, STAMPED D 100 1935 AND SET IN THE TOP
 GA0880'OF A CONCRETE POST.
 GA0880
 GA0880                          STATION RECOVERY (1950)
 GA0880
 GA0880'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0945 ***********************************************************************
 GA0945  DESIGNATION -  U 107
 GA0945  PID         -  GA0945
 GA0945  STATE/COUNTY-  TN/WASHINGTON
 GA0945  USGS QUAD   -  LEESBURG (1971)
 GA0945
 GA0945                         *CURRENT SURVEY CONTROL
 GA0945  ___________________________________________________________________
 GA0945* NAD 83(1986)-  36 20 06.     (N)    082 34 23.     (W)     SCALED    
 GA0945* NAVD 88     -       486.544  (meters)    1596.27   (feet)  ADJUSTED  
 GA0945  ___________________________________________________________________
 GA0945  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0945  DYNAMIC HT  -         486.085 (meters)    1594.76  (feet)  COMP
 GA0945  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 GA0945
 GA0945  VERT ORDER  -  SECOND    CLASS 0
 GA0945
 GA0945.The horizontal coordinates were scaled from a topographic map and have
 GA0945.an estimated accuracy of +/- 6 seconds.
 GA0945
 GA0945.The orthometric height was determined by differential leveling
 GA0945.and adjusted by the National Geodetic Survey in June 1991..
 GA0945
 GA0945.The geoid height was determined by GEOID03.
 GA0945
 GA0945.The dynamic height is computed by dividing the NAVD 88
 GA0945.geopotential number by the normal gravity value computed on the
 GA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0945.degrees latitude (g = 980.6199 gals.).
 GA0945
 GA0945.The modeled gravity was interpolated from observed gravity values.
 GA0945
 GA0945;                    North         East    Units  Estimated Accuracy
 GA0945;SPC TN       -   227,470.      907,610.      MT  (+/- 180 meters Scaled)
 GA0945
 GA0945                          SUPERSEDED SURVEY CONTROL
 GA0945
 GA0945  NGVD 29 (??/??/92)  486.686  (m)         1596.74   (f) ADJ UNCH    2 0
 GA0945
 GA0945.Superseded values are not recommended for survey control.
 GA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0945.See file dsdata.txt to determine how the superseded data were derived.
 GA0945
 GA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA588222(NAD 83)
 GA0945_MARKER: DB = BENCH MARK DISK
 GA0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0945_SP_SET: BRIDGE
 GA0945_STAMPING: U 107 1935
 GA0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0945
 GA0945  HISTORY     - Date     Condition        Report By
 GA0945  HISTORY     - 1935     MONUMENTED       CGS
 GA0945  HISTORY     - 20040105 GOOD             CAS
 GA0945
 GA0945                          STATION DESCRIPTION
 GA0945
 GA0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0945'3.2 MI N FROM FAIRVIEW.
 GA0945'3.2 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0945'FAIRVIEW, WASHINGTON COUNTY, AT A ROAD LEADING WEST, AT A CONCRETE
 GA0945'BRIDGE OVER A CREEK, 110 YARDS WEST OF THE CENTERLINE OF THE
 GA0945'HIGHWAY, 12 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP
 GA0945'OF THE WINGWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0945'STAMPED U 107 1935.
 GA0945
 GA0945                          STATION RECOVERY (2004)
 GA0945
 GA0945'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2004 (JDA)
 GA0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0253 ***********************************************************************
 GA0253  DESIGNATION -  U 108
 GA0253  PID         -  GA0253
 GA0253  STATE/COUNTY-  TN/SULLIVAN
 GA0253  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0253
 GA0253                         *CURRENT SURVEY CONTROL
 GA0253  ___________________________________________________________________
 GA0253* NAD 83(1986)-  36 34 25.     (N)    082 24 05.     (W)     SCALED    
 GA0253* NAVD 88     -       419.974  (meters)    1377.86   (feet)  POSTED    
 GA0253  ___________________________________________________________________
 GA0253  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0253  DYNAMIC HT  -         419.590 (meters)    1376.60  (feet)  COMP
 GA0253  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0253
 GA0253  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0253
 GA0253.The horizontal coordinates were scaled from a topographic map and have
 GA0253.an estimated accuracy of +/- 6 seconds.
 GA0253
 GA0253.The orthometric height was determined by differential leveling
 GA0253.and adjusted by the National Geodetic Survey in 1992..
 GA0253.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0253.rate of 4.1 thru 8.0 mm/km.
 GA0253
 GA0253.The geoid height was determined by GEOID03.
 GA0253
 GA0253.The dynamic height is computed by dividing the NAVD 88
 GA0253.geopotential number by the normal gravity value computed on the
 GA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0253.degrees latitude (g = 980.6199 gals.).
 GA0253
 GA0253.The modeled gravity was interpolated from observed gravity values.
 GA0253
 GA0253;                    North         East    Units  Estimated Accuracy
 GA0253;SPC TN       -   254,490.      922,040.      MT  (+/- 180 meters Scaled)
 GA0253
 GA0253                          SUPERSEDED SURVEY CONTROL
 GA0253
 GA0253  NGVD 29 (??/??/92)  420.115  (m)         1378.33   (f) ADJ UNCH    2 0
 GA0253
 GA0253.Superseded values are not recommended for survey control.
 GA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0253.See file dsdata.txt to determine how the superseded data were derived.
 GA0253
 GA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA746484(NAD 83)
 GA0253_MARKER: DB = BENCH MARK DISK
 GA0253_SETTING: 66 = SET IN ROCK OUTCROP
 GA0253_SP_SET: ROCK OUTCROP
 GA0253_STAMPING: U 108 1935
 GA0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0253+STABILITY: POSITION/ELEVATION WELL
 GA0253
 GA0253  HISTORY     - Date     Condition        Report By
 GA0253  HISTORY     - 1935     MONUMENTED       CGS
 GA0253  HISTORY     - 1959     GOOD             TVA
 GA0253
 GA0253                          STATION DESCRIPTION
 GA0253
 GA0253'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0253'1 MI W FROM SILVICOLA.
 GA0253'1.0 MILE WEST ALONG THE MILL POINT-BLOOMINGDALE ROAD FROM
 GA0253'THE POST OFFICE AT SILVICOLA, SULLIVAN COUNTY, ACROSS THE ROAD
 GA0253'FROM THE C.A. BARKER RESIDENCE, 40 YARDS WEST OF A THREE-FORKED
 GA0253'SYCAMORE TREE ON THE SOUTH SIDE OF THE ROAD, 17.6 FEET SOUTH
 GA0253'OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP,
 GA0253'2.5 FEET SOUTHWEST OF THE HIGHEST POINT, AND 1 FOOT HIGHER
 GA0253'THAN THE ROAD.  A STANDARD DISK, STAMPED U 108 1935.  NOTE--
 GA0253'THIS MARK MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 GA0253'11 W AND 58 AT THE WEST END OF STATE STREET AT BRISTOL BY GOING
 GA0253'11.0 MILES WEST ALONG U.S. HIGHWAY 11 W (NEW) THENCE 0.55 MILE
 GA0253'NORTH ALONG BLACK TOP COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0252 ***********************************************************************
 GA0252  DESIGNATION -  U 108 X
 GA0252  PID         -  GA0252
 GA0252  STATE/COUNTY-  TN/SULLIVAN
 GA0252  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0252
 GA0252                         *CURRENT SURVEY CONTROL
 GA0252  ___________________________________________________________________
 GA0252* NAD 83(1986)-  36 34 18.     (N)    082 22 58.     (W)     SCALED    
 GA0252* NAVD 88     -       427.703  (meters)    1403.22   (feet)  POSTED    
 GA0252  ___________________________________________________________________
 GA0252  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0252  DYNAMIC HT  -         427.310 (meters)    1401.93  (feet)  COMP
 GA0252  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA0252
 GA0252  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0252
 GA0252.The horizontal coordinates were scaled from a topographic map and have
 GA0252.an estimated accuracy of +/- 6 seconds.
 GA0252
 GA0252.The orthometric height was determined by differential leveling
 GA0252.and adjusted by the National Geodetic Survey in 1992..
 GA0252.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0252.rate of 4.1 thru 8.0 mm/km.
 GA0252
 GA0252.The geoid height was determined by GEOID03.
 GA0252
 GA0252.The dynamic height is computed by dividing the NAVD 88
 GA0252.geopotential number by the normal gravity value computed on the
 GA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0252.degrees latitude (g = 980.6199 gals.).
 GA0252
 GA0252.The modeled gravity was interpolated from observed gravity values.
 GA0252
 GA0252;                    North         East    Units  Estimated Accuracy
 GA0252;SPC TN       -   254,330.      923,710.      MT  (+/- 180 meters Scaled)
 GA0252
 GA0252                          SUPERSEDED SURVEY CONTROL
 GA0252
 GA0252  NGVD 29 (??/??/92)  427.848  (m)         1403.70   (f) ADJ UNCH    2 0
 GA0252
 GA0252.Superseded values are not recommended for survey control.
 GA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0252.See file dsdata.txt to determine how the superseded data were derived.
 GA0252
 GA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA762482(NAD 83)
 GA0252_MARKER: DB = BENCH MARK DISK
 GA0252_SETTING: 66 = SET IN ROCK OUTCROP
 GA0252_SP_SET: ROCK OUTCROP
 GA0252_STAMPING: U 108 X 1935
 GA0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0252+STABILITY: POSITION/ELEVATION WELL
 GA0252
 GA0252  HISTORY     - Date     Condition        Report By
 GA0252  HISTORY     - 1935     MONUMENTED       CGS
 GA0252  HISTORY     - 1959     GOOD             TVA
 GA0252
 GA0252                          STATION DESCRIPTION
 GA0252
 GA0252'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0252'AT SILVICOLA.
 GA0252'AT SILVICOLA, SULLIVAN COUNTY, ON THE MILL POINT BLOOMINGDALE
 GA0252'ROAD, 33.5 FEET WEST OF THE WEST FACE OF KEYS STORE, 10 YARDS
 GA0252'SOUTH OF A CONCRETE BRIDGE OVER REEDY CREEK, 23 FEET WEST OF THE
 GA0252'CENTERLINE OF THE ROAD, 8.8 FEET WEST OF A 12-INCH LOCUST TREE,
 GA0252'IN THE TOP OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE ROAD.  A
 GA0252'STANDARD DISK, STAMPED U 108 X 1935.  NOTE-- THIS MARK MAY BE
 GA0252'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W AND 58 AT THE
 GA0252'WEST END OF STATE STREET IN BRISTOL BY GOING WEST 10.25 MILES
 GA0252'TO A BLACK TOP ROAD SOUTH.  THE MARK IS ACROSS BLACK TOP ROAD
 GA0252'FROM THE CENTRAL MARKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0494 ***********************************************************************
 GA0494  DESIGNATION -  U 109
 GA0494  PID         -  GA0494
 GA0494  STATE/COUNTY-  TN/SULLIVAN
 GA0494  USGS QUAD   -  KEENBURG (1960)
 GA0494
 GA0494                         *CURRENT SURVEY CONTROL
 GA0494  ___________________________________________________________________
 GA0494* NAD 83(1986)-  36 26 24.     (N)    082 12 44.     (W)     SCALED    
 GA0494* NAVD 88     -       491.786  (meters)    1613.47   (feet)  ADJUSTED  
 GA0494  ___________________________________________________________________
 GA0494  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0494  DYNAMIC HT  -         491.328 (meters)    1611.97  (feet)  COMP
 GA0494  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 GA0494
 GA0494  VERT ORDER  -  SECOND    CLASS 0
 GA0494
 GA0494.The horizontal coordinates were scaled from a topographic map and have
 GA0494.an estimated accuracy of +/- 6 seconds.
 GA0494
 GA0494.The orthometric height was determined by differential leveling
 GA0494.and adjusted by the National Geodetic Survey in June 1991..
 GA0494
 GA0494.The geoid height was determined by GEOID03.
 GA0494
 GA0494.The dynamic height is computed by dividing the NAVD 88
 GA0494.geopotential number by the normal gravity value computed on the
 GA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0494.degrees latitude (g = 980.6199 gals.).
 GA0494
 GA0494.The modeled gravity was interpolated from observed gravity values.
 GA0494
 GA0494;                    North         East    Units  Estimated Accuracy
 GA0494;SPC TN       -   240,310.      939,530.      MT  (+/- 180 meters Scaled)
 GA0494
 GA0494                          SUPERSEDED SURVEY CONTROL
 GA0494
 GA0494  NGVD 29 (??/??/92)  491.930  (m)         1613.94   (f) ADJ UNCH    2 0
 GA0494
 GA0494.Superseded values are not recommended for survey control.
 GA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0494.See file dsdata.txt to determine how the superseded data were derived.
 GA0494
 GA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA913334(NAD 83)
 GA0494_MARKER: DB = BENCH MARK DISK
 GA0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0494_STAMPING: U 109 1935
 GA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0494+STABILITY: SURFACE MOTION
 GA0494
 GA0494  HISTORY     - Date     Condition        Report By
 GA0494  HISTORY     - 1935     MONUMENTED       CGS
 GA0494
 GA0494                          STATION DESCRIPTION
 GA0494
 GA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0494'AT CHINQUAPIN GROVE.
 GA0494'AT CHINQUAPIN GROVE, SULLIVAN COUNTY, ON THE ELKANAH ROAD, 70
 GA0494'YARDS EAST OF THE CHURCH, 56 YARDS NORTHWEST OF THE S.T. RICHARDS
 GA0494'RESIDENCE, 46.7 FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET
 GA0494'SOUTH OF THE CENTERLINE OF THE DRIVE TO THE CHURCH, AND 1 FOOT
 GA0494'WEST OF A FENCE.  A STANDARD DISK, STAMPED U 109 1935 AND SET IN
 GA0494'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0399 ***********************************************************************
 GA0399  DESIGNATION -  U 11
 GA0399  PID         -  GA0399
 GA0399  STATE/COUNTY-  TN/CARTER
 GA0399  USGS QUAD   -  KEENBURG (1960)
 GA0399
 GA0399                         *CURRENT SURVEY CONTROL
 GA0399  ___________________________________________________________________
 GA0399* NAD 83(1986)-  36 22 44.     (N)    082 13 29.     (W)     SCALED    
 GA0399* NAVD 88     -       495.851  (meters)    1626.80   (feet)  ADJUSTED  
 GA0399  ___________________________________________________________________
 GA0399  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0399  DYNAMIC HT  -         495.383 (meters)    1625.27  (feet)  COMP
 GA0399  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 GA0399
 GA0399  VERT ORDER  -  FIRST     CLASS II
 GA0399
 GA0399.The horizontal coordinates were scaled from a topographic map and have
 GA0399.an estimated accuracy of +/- 6 seconds.
 GA0399
 GA0399.The orthometric height was determined by differential leveling
 GA0399.and adjusted by the National Geodetic Survey in June 1991..
 GA0399
 GA0399.The geoid height was determined by GEOID03.
 GA0399
 GA0399.The dynamic height is computed by dividing the NAVD 88
 GA0399.geopotential number by the normal gravity value computed on the
 GA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0399.degrees latitude (g = 980.6199 gals.).
 GA0399
 GA0399.The modeled gravity was interpolated from observed gravity values.
 GA0399
 GA0399;                    North         East    Units  Estimated Accuracy
 GA0399;SPC TN       -   233,490.      938,670.      MT  (+/- 180 meters Scaled)
 GA0399
 GA0399                          SUPERSEDED SURVEY CONTROL
 GA0399
 GA0399  NGVD 29 (??/??/92)  495.998  (m)         1627.29   (f) ADJ UNCH    1 2
 GA0399
 GA0399.Superseded values are not recommended for survey control.
 GA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0399.See file dsdata.txt to determine how the superseded data were derived.
 GA0399
 GA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA901266(NAD 83)
 GA0399_MARKER: DB = BENCH MARK DISK
 GA0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0399_SP_SET: HEADWALL
 GA0399_STAMPING: 1627.480 U 11 1933
 GA0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0399
 GA0399  HISTORY     - Date     Condition        Report By
 GA0399  HISTORY     - 1933     MONUMENTED       CGS
 GA0399
 GA0399                          STATION DESCRIPTION
 GA0399
 GA0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0399'2.3 MI N FROM ELIZABETHTON.
 GA0399'2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM ELIZABETHTON,
 GA0399'CARTER COUNTY, 983 YARDS NORTH OF MILEPOST 91, 85 YARDS WEST OF
 GA0399'THE CENTERLINE OF THE TRACK, AT A DRAIN UNDER U.S. HIGHWAY 19 E,
 GA0399'IN THE TOP OF THE EAST CONCRETE HEADWALL, 6 INCHES FROM THE NORTH
 GA0399'END, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1-1/2 FEET
 GA0399'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 1627.480 U 11
 GA0399'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0989 ***********************************************************************
 FZ0989  DESIGNATION -  U 110
 FZ0989  PID         -  FZ0989
 FZ0989  STATE/COUNTY-  TN/JOHNSON
 FZ0989  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0989
 FZ0989                         *CURRENT SURVEY CONTROL
 FZ0989  ___________________________________________________________________
 FZ0989* NAD 83(1986)-  36 26 37.     (N)    081 48 00.     (W)     SCALED    
 FZ0989* NAVD 88     -       700.919  (meters)    2299.60   (feet)  ADJUSTED  
 FZ0989  ___________________________________________________________________
 FZ0989  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ0989  DYNAMIC HT  -         700.211 (meters)    2297.28  (feet)  COMP
 FZ0989  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 FZ0989
 FZ0989  VERT ORDER  -  SECOND    CLASS 0
 FZ0989
 FZ0989.The horizontal coordinates were scaled from a topographic map and have
 FZ0989.an estimated accuracy of +/- 6 seconds.
 FZ0989
 FZ0989.The orthometric height was determined by differential leveling
 FZ0989.and adjusted by the National Geodetic Survey in June 1991..
 FZ0989
 FZ0989.The geoid height was determined by GEOID03.
 FZ0989
 FZ0989.The dynamic height is computed by dividing the NAVD 88
 FZ0989.geopotential number by the normal gravity value computed on the
 FZ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0989.degrees latitude (g = 980.6199 gals.).
 FZ0989
 FZ0989.The modeled gravity was interpolated from observed gravity values.
 FZ0989
 FZ0989;                    North         East    Units  Estimated Accuracy
 FZ0989;SPC TN       -   242,220.      976,440.      MT  (+/- 180 meters Scaled)
 FZ0989
 FZ0989                          SUPERSEDED SURVEY CONTROL
 FZ0989
 FZ0989  NGVD 29 (??/??/92)  700.977  (m)         2299.79   (f) ADJ UNCH    2 0
 FZ0989
 FZ0989.Superseded values are not recommended for survey control.
 FZ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0989.See file dsdata.txt to determine how the superseded data were derived.
 FZ0989
 FZ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA283334(NAD 83)
 FZ0989_MARKER: DB = BENCH MARK DISK
 FZ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0989_STAMPING: U 110 1935
 FZ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0989+STABILITY: SURFACE MOTION
 FZ0989
 FZ0989  HISTORY     - Date     Condition        Report By
 FZ0989  HISTORY     - 1935     MONUMENTED       CGS
 FZ0989
 FZ0989                          STATION DESCRIPTION
 FZ0989
 FZ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0989'AT SHOUNS.
 FZ0989'AT SHOUNS, JOHNSON COUNTY, 200 YARDS SOUTHWEST OF THE SOUTHERN
 FZ0989'RAILWAY STATION, 60 YARDS SOUTH OF BRIDGE 125.7, 40 YARDS EAST
 FZ0989'OF A BUNGALOW, 19 YARDS SOUTHEAST OF A ROAD CROSSING, 18.6 FEET
 FZ0989'EAST OF THE EAST RAIL, 44.6 FEET WEST OF A ROAD PARALLELING THE
 FZ0989'TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 FZ0989'STAMPED U 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0968 ***********************************************************************
 FZ0968  DESIGNATION -  U 111
 FZ0968  PID         -  FZ0968
 FZ0968  STATE/COUNTY-  TN/JOHNSON
 FZ0968  USGS QUAD   -  DOE (1969)
 FZ0968
 FZ0968                         *CURRENT SURVEY CONTROL
 FZ0968  ___________________________________________________________________
 FZ0968* NAD 83(1986)-  36 26 19.     (N)    081 56 25.     (W)     SCALED    
 FZ0968* NAVD 88     -       700.109  (meters)    2296.94   (feet)  ADJUSTED  
 FZ0968  ___________________________________________________________________
 FZ0968  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ0968  DYNAMIC HT  -         699.417 (meters)    2294.67  (feet)  COMP
 FZ0968  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 FZ0968
 FZ0968  VERT ORDER  -  SECOND    CLASS 0
 FZ0968
 FZ0968.The horizontal coordinates were scaled from a topographic map and have
 FZ0968.an estimated accuracy of +/- 6 seconds.
 FZ0968
 FZ0968.The orthometric height was determined by differential leveling
 FZ0968.and adjusted by the National Geodetic Survey in June 1991..
 FZ0968
 FZ0968.The geoid height was determined by GEOID03.
 FZ0968
 FZ0968.The dynamic height is computed by dividing the NAVD 88
 FZ0968.geopotential number by the normal gravity value computed on the
 FZ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0968.degrees latitude (g = 980.6199 gals.).
 FZ0968
 FZ0968.The modeled gravity was interpolated from observed gravity values.
 FZ0968
 FZ0968;                    North         East    Units  Estimated Accuracy
 FZ0968;SPC TN       -   241,130.      963,900.      MT  (+/- 180 meters Scaled)
 FZ0968
 FZ0968                          SUPERSEDED SURVEY CONTROL
 FZ0968
 FZ0968  NGVD 29 (??/??/92)  700.193  (m)         2297.22   (f) ADJ UNCH    2 0
 FZ0968
 FZ0968.Superseded values are not recommended for survey control.
 FZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0968.See file dsdata.txt to determine how the superseded data were derived.
 FZ0968
 FZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA157330(NAD 83)
 FZ0968_MARKER: DB = BENCH MARK DISK
 FZ0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0968_STAMPING: U 111 1935
 FZ0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0968+STABILITY: SURFACE MOTION
 FZ0968
 FZ0968  HISTORY     - Date     Condition        Report By
 FZ0968  HISTORY     - 1935     MONUMENTED       CGS
 FZ0968
 FZ0968                          STATION DESCRIPTION
 FZ0968
 FZ0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0968'1 MI N FROM PANDORA.
 FZ0968'1 MILE NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF STATE
 FZ0968'HIGHWAY 67 AT PANDORA, JOHNSON COUNTY, 90 YARDS WEST OF THE
 FZ0968'ENTRANCE TO THE HOME OF KEMP LOWE, 28 YARDS NORTHEAST OF THE
 FZ0968'EAST BANK OF CAMPBELL CREEK, 35 FEET NORTHEAST OF A SPRING HOUSE,
 FZ0968'AT A FENCE LINE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 FZ0968'DISK, STAMPED U 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1026 ***********************************************************************
 GA1026  DESIGNATION -  U 112
 GA1026  PID         -  GA1026
 GA1026  STATE/COUNTY-  TN/UNICOI
 GA1026  USGS QUAD   -  FLAG POND (1939)
 GA1026
 GA1026                         *CURRENT SURVEY CONTROL
 GA1026  ___________________________________________________________________
 GA1026* NAD 83(1986)-  36 01 46.     (N)    082 32 01.     (W)     SCALED    
 GA1026* NAVD 88     -       813.39   (+/-2cm)    2668.6    (feet)  VERTCON   
 GA1026  ___________________________________________________________________
 GA1026  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA1026
 GA1026  VERT ORDER  -  ? (See Below)
 GA1026
 GA1026.The horizontal coordinates were scaled from a topographic map and have
 GA1026.an estimated accuracy of +/- 6 seconds.
 GA1026
 GA1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1026.The vertical order pertains to the NGVD 29 superseded value.
 GA1026
 GA1026.The geoid height was determined by GEOID03.
 GA1026
 GA1026;                    North         East    Units  Estimated Accuracy
 GA1026;SPC TN       -   193,720.      912,350.      MT  (+/- 180 meters Scaled)
 GA1026
 GA1026                          SUPERSEDED SURVEY CONTROL
 GA1026
 GA1026  NGVD 29 (??/??/92)  813.493  (m)         2668.93   (f) ADJ UNCH    ?  
 GA1026
 GA1026.Superseded values are not recommended for survey control.
 GA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1026.See file dsdata.txt to determine how the superseded data were derived.
 GA1026
 GA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV618883(NAD 83)
 GA1026_MARKER: DB = BENCH MARK DISK
 GA1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1026_STAMPING: U 112 1935
 GA1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1026+STABILITY: SURFACE MOTION
 GA1026
 GA1026  HISTORY     - Date     Condition        Report By
 GA1026  HISTORY     - 1935     MONUMENTED       CGS
 GA1026  HISTORY     - 1955     GOOD             NGS
 GA1026
 GA1026                          STATION DESCRIPTION
 GA1026
 GA1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1026'1.6 MI NE FROM FLAG POND.
 GA1026'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 81 AND THE TILSON
 GA1026'MOUNTAIN ROAD FROM FLAG POND, UNICOI COUNTY, 2.9 MILES SOUTHWEST
 GA1026'OF THE JUNCTION OF U.S. HIGHWAY 19 W AND 23, AT THE TOP OF
 GA1026'TILSON MOUNTAIN, 450 FEET NORTHEAST OF THE L.H. SAM HOUSE, 71.7
 GA1026'FEET SOUTHWEST OF A POLE, 8 FEET SOUTHWEST OF AN OPENING THROUGH
 GA1026'A LARGE LOG BARN, 4.0 FEET NORTH OF THE WEST CORNER, 2 FEET
 GA1026'NORTHWEST OF THE NORTHWEST WALL, AND 2 FEET LOWER THAN THE
 GA1026'ROAD, 2 FEET WEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA1026'STAMPED U 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1904 ***********************************************************************
 GA1904  DESIGNATION -  U 113
 GA1904  PID         -  GA1904
 GA1904  STATE/COUNTY-  TN/GREENE
 GA1904  USGS QUAD   -  SPRINGVALE (1980)
 GA1904
 GA1904                         *CURRENT SURVEY CONTROL
 GA1904  ___________________________________________________________________
 GA1904* NAD 83(1986)-  36 10 08.     (N)    083 09 38.     (W)     SCALED    
 GA1904* NAVD 88     -       315.935  (meters)    1036.53   (feet)  ADJUSTED  
 GA1904  ___________________________________________________________________
 GA1904  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1904  DYNAMIC HT  -         315.644 (meters)    1035.58  (feet)  COMP
 GA1904  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 GA1904
 GA1904  VERT ORDER  -  SECOND    CLASS 0
 GA1904
 GA1904.The horizontal coordinates were scaled from a topographic map and have
 GA1904.an estimated accuracy of +/- 6 seconds.
 GA1904
 GA1904.The orthometric height was determined by differential leveling
 GA1904.and adjusted by the National Geodetic Survey in June 1991..
 GA1904
 GA1904.The geoid height was determined by GEOID03.
 GA1904
 GA1904.The dynamic height is computed by dividing the NAVD 88
 GA1904.geopotential number by the normal gravity value computed on the
 GA1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1904.degrees latitude (g = 980.6199 gals.).
 GA1904
 GA1904.The modeled gravity was interpolated from observed gravity values.
 GA1904
 GA1904;                    North         East    Units  Estimated Accuracy
 GA1904;SPC TN       -   207,360.      855,420.      MT  (+/- 180 meters Scaled)
 GA1904
 GA1904                          SUPERSEDED SURVEY CONTROL
 GA1904
 GA1904  NGVD 29 (??/??/92)  316.086  (m)         1037.03   (f) ADJ UNCH    2 0
 GA1904
 GA1904.Superseded values are not recommended for survey control.
 GA1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1904.See file dsdata.txt to determine how the superseded data were derived.
 GA1904
 GA1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA056048(NAD 83)
 GA1904_MARKER: DB = BENCH MARK DISK
 GA1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1904_STAMPING: U 113 1935
 GA1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1904+STABILITY: SURFACE MOTION
 GA1904
 GA1904  HISTORY     - Date     Condition        Report By
 GA1904  HISTORY     - 1935     MONUMENTED       CGS
 GA1904  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1904
 GA1904                          STATION DESCRIPTION
 GA1904
 GA1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1904'2.4 MI N FROM BEULAH.
 GA1904'2.4 MILES NORTH ALONG THE MORRISTOWN HIGHWAY FROM THE INTERSECTION
 GA1904'OF THE MOHAWK ROAD AT BEULAH, GREEN COUNTY, 0.4 MILE SOUTH OF
 GA1904'THE WALTER COOPER GENERAL STORE AND THE JUNCTION OF A ROAD
 GA1904'LEADING EAST, 0.3 MILE SOUTH OF THE LICK CREEK BRIDGE, AT A
 GA1904'POINT WHERE LICK CREEK MEETS THE HIGHWAY, 68 YARDS NORTH OF A
 GA1904'SMALL CONCRETE BRIDGE, 18.5 FEET WEST OF THE CENTERLINE OF THE
 GA1904'HIGHWAY, 5-1/2 FEET NORTHEAST OF A 10-INCH ELM TREE, AND 1 FOOT
 GA1904'LOWER THAN THE HIGHWAY, 100 FEET S-SW OF POWER POLE, 27 FEET
 GA1904'S-SE OF TELEPHONE POLE, 5.4 FEET NORTHEAST OF A 10 IN ELM TREE,
 GA1904'1 FOOT EAST OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1904'U 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1904
 GA1904                          STATION RECOVERY (1978)
 GA1904
 GA1904'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0907 ***********************************************************************
 GA0907  DESIGNATION -  U 114
 GA0907  PID         -  GA0907
 GA0907  STATE/COUNTY-  TN/GREENE
 GA0907  USGS QUAD   -  CEDAR CREEK (1980)
 GA0907
 GA0907                         *CURRENT SURVEY CONTROL
 GA0907  ___________________________________________________________________
 GA0907* NAD 83(1986)-  36 01 43.     (N)    082 57 10.     (W)     SCALED    
 GA0907* NAVD 88     -       430.887  (meters)    1413.67   (feet)  POSTED    
 GA0907  ___________________________________________________________________
 GA0907  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0907  DYNAMIC HT  -         430.470 (meters)    1412.30  (feet)  COMP
 GA0907  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 GA0907
 GA0907  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0907
 GA0907.The horizontal coordinates were scaled from a topographic map and have
 GA0907.an estimated accuracy of +/- 6 seconds.
 GA0907
 GA0907.The orthometric height was determined by differential leveling
 GA0907.and adjusted by the National Geodetic Survey in 1992..
 GA0907.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0907.rate of 4.1 thru 8.0 mm/km.
 GA0907
 GA0907.The geoid height was determined by GEOID03.
 GA0907
 GA0907.The dynamic height is computed by dividing the NAVD 88
 GA0907.geopotential number by the normal gravity value computed on the
 GA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0907.degrees latitude (g = 980.6199 gals.).
 GA0907
 GA0907.The modeled gravity was interpolated from observed gravity values.
 GA0907
 GA0907;                    North         East    Units  Estimated Accuracy
 GA0907;SPC TN       -   192,370.      874,590.      MT  (+/- 180 meters Scaled)
 GA0907
 GA0907                          SUPERSEDED SURVEY CONTROL
 GA0907
 GA0907  NGVD 29 (??/??/92)  431.027  (m)         1414.13   (f) ADJ UNCH    2 0
 GA0907
 GA0907.Superseded values are not recommended for survey control.
 GA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0907.See file dsdata.txt to determine how the superseded data were derived.
 GA0907
 GA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV240888(NAD 83)
 GA0907_MARKER: DB = BENCH MARK DISK
 GA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0907_STAMPING: U 114 1935
 GA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0907+STABILITY: SURFACE MOTION
 GA0907
 GA0907  HISTORY     - Date     Condition        Report By
 GA0907  HISTORY     - 1935     MONUMENTED       CGS
 GA0907  HISTORY     - 1950     GOOD             TVA
 GA0907
 GA0907                          STATION DESCRIPTION
 GA0907
 GA0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0907'AT ST JAMES.
 GA0907'AT ST. JAMES, GREENE COUNTY, ON THE CEDAR CREEK HIGHWAY, 100 YARDS
 GA0907'SOUTH OF A ROAD INTERSECTION AT THE CENTER OF TOWN, 43 FEET WEST
 GA0907'OF THE NORTHWEST CORNER OF THE ST. JAMES LUTHERAN CHURCH PARSONAGE,
 GA0907'50 YARDS SOUTH OF THE SOUTHWEST CORNER OF A CEMETERY, 57 FEET
 GA0907'EAST OF THE CENTER LINE OF THE HIGHWAY, 24.8 FEET SOUTH OF A
 GA0907'FENCE CORNER, 26.5 FEET NORTH OF THE CENTER OF THE PARSONAGE
 GA0907'GATE, 29 FEET NORTHEAST OF A 30-INCH OAK TREE, 1-1/2 FEET WEST OF
 GA0907'A FENCE LINE, AND 3 FEET HIGHER THAN THE HIGHWAY.  173 FEET SOUTH
 GA0907'OF SOUTHWEST CORNER OF THE CEMETERY, 61 FEET NORTHEAST OF THE
 GA0907'CENTER LINE OF JUNCTION OF HIGHWAY AND ROAD WEST, 56.8 FEET SOUTH
 GA0907'OF THE FENCE CORNER, 26.7 FEET NORTHEAST OF A 36 INCH OAK TREE
 GA0907'ON THE NORTH SIDE OF SIDEWALK AND 24.6 FEET NORTH NORTHWEST OF
 GA0907'NORTH EDGE OF THE SIDEWALK, PROJECTS 0.1 FOOT ABOVE GROUND.  A
 GA0907'STANDARD DISK, STAMPED U 114 1935 AND SET IN THE TOP OF A
 GA0907'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GA0907
 GA0907                          STATION RECOVERY (1950)
 GA0907
 GA0907'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0701 ***********************************************************************
 GA0701  DESIGNATION -  U 115
 GA0701  PID         -  GA0701
 GA0701  STATE/COUNTY-  TN/WASHINGTON
 GA0701  USGS QUAD   -  TELFORD (1971)
 GA0701
 GA0701                         *CURRENT SURVEY CONTROL
 GA0701  ___________________________________________________________________
 GA0701* NAD 83(1986)-  36 08 56.     (N)    082 35 02.     (W)     SCALED    
 GA0701* NAVD 88     -       440.677  (meters)    1445.79   (feet)  ADJUSTED  
 GA0701  ___________________________________________________________________
 GA0701  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0701  DYNAMIC HT  -         440.253 (meters)    1444.40  (feet)  COMP
 GA0701  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 GA0701
 GA0701  VERT ORDER  -  SECOND    CLASS 0
 GA0701
 GA0701.The horizontal coordinates were scaled from a topographic map and have
 GA0701.an estimated accuracy of +/- 6 seconds.
 GA0701
 GA0701.The orthometric height was determined by differential leveling
 GA0701.and adjusted by the National Geodetic Survey in June 1991..
 GA0701
 GA0701.The geoid height was determined by GEOID03.
 GA0701
 GA0701.The dynamic height is computed by dividing the NAVD 88
 GA0701.geopotential number by the normal gravity value computed on the
 GA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0701.degrees latitude (g = 980.6199 gals.).
 GA0701
 GA0701.The modeled gravity was interpolated from observed gravity values.
 GA0701
 GA0701;                    North         East    Units  Estimated Accuracy
 GA0701;SPC TN       -   206,800.      907,360.      MT  (+/- 180 meters Scaled)
 GA0701
 GA0701                          SUPERSEDED SURVEY CONTROL
 GA0701
 GA0701  NGVD 29 (??/??/92)  440.820  (m)         1446.26   (f) ADJ UNCH    2 0
 GA0701
 GA0701.Superseded values are not recommended for survey control.
 GA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0701.See file dsdata.txt to determine how the superseded data were derived.
 GA0701
 GA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA575016(NAD 83)
 GA0701_MARKER: DB = BENCH MARK DISK
 GA0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0701_STAMPING: U 115 1935
 GA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0701+STABILITY: SURFACE MOTION
 GA0701
 GA0701  HISTORY     - Date     Condition        Report By
 GA0701  HISTORY     - 1935     MONUMENTED       CGS
 GA0701  HISTORY     - 1955     GOOD             TVA
 GA0701
 GA0701                          STATION DESCRIPTION
 GA0701
 GA0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0701'4.1 MI E FROM PLEASANT HILL.
 GA0701'IN WASHINGTON COUNTY, 4.1 MILES EAST ALONG A COUNTY ROAD AND
 GA0701'STATE HIGHWAY 107 FROM PLEASANT HILL, GREENE COUNTY, 1.1 MILES
 GA0701'EAST OF THEIR JUNCTION, 0.5 MILE W OF A GENERAL STORE, 43 FEET
 GA0701'W OF A NE FENCE CORNER, 31 FEET S OF THE CENTERLINE OF THE
 GA0701'HIGHWAY, 2.2 FEET N OF A FENCE LINE, AND 3 FEET LOWER THAN
 GA0701'THE HIGHWAY.  A STANDARD DISK, STAMPED U 115 1935 AND SET IN
 GA0701'THE TOP OF A CONCRETE POST.
 GA0701
 GA0701                          STATION RECOVERY (1955)
 GA0701
 GA0701'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0527 ***********************************************************************
 GA0527  DESIGNATION -  U 116
 GA0527  PID         -  GA0527
 GA0527  STATE/COUNTY-  TN/SULLIVAN
 GA0527  USGS QUAD   -  BLUFF CITY (1968)
 GA0527
 GA0527                         *CURRENT SURVEY CONTROL
 GA0527  ___________________________________________________________________
 GA0527* NAD 83(1986)-  36 28 07.     (N)    082 16 36.     (W)     SCALED    
 GA0527* NAVD 88     -       419.995  (meters)    1377.93   (feet)  ADJUSTED  
 GA0527  ___________________________________________________________________
 GA0527  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0527  DYNAMIC HT  -         419.607 (meters)    1376.66  (feet)  COMP
 GA0527  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 GA0527
 GA0527  VERT ORDER  -  SECOND    CLASS 0
 GA0527
 GA0527.The horizontal coordinates were scaled from a topographic map and have
 GA0527.an estimated accuracy of +/- 6 seconds.
 GA0527
 GA0527.The orthometric height was determined by differential leveling
 GA0527.and adjusted by the National Geodetic Survey in June 1991..
 GA0527
 GA0527.The geoid height was determined by GEOID03.
 GA0527
 GA0527.The dynamic height is computed by dividing the NAVD 88
 GA0527.geopotential number by the normal gravity value computed on the
 GA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0527.degrees latitude (g = 980.6199 gals.).
 GA0527
 GA0527.The modeled gravity was interpolated from observed gravity values.
 GA0527
 GA0527;                    North         East    Units  Estimated Accuracy
 GA0527;SPC TN       -   243,260.      933,640.      MT  (+/- 180 meters Scaled)
 GA0527
 GA0527                          SUPERSEDED SURVEY CONTROL
 GA0527
 GA0527  NGVD 29 (??/??/92)  420.149  (m)         1378.44   (f) ADJ UNCH    2 0
 GA0527
 GA0527.Superseded values are not recommended for survey control.
 GA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0527.See file dsdata.txt to determine how the superseded data were derived.
 GA0527
 GA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA856366(NAD 83)
 GA0527_MARKER: DB = BENCH MARK DISK
 GA0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0527_SP_SET: ABUTMENT
 GA0527_STAMPING: U 116 1935
 GA0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0527
 GA0527  HISTORY     - Date     Condition        Report By
 GA0527  HISTORY     - 1935     MONUMENTED       CGS
 GA0527
 GA0527                          STATION DESCRIPTION
 GA0527
 GA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0527'0.7 MI SW FROM BLUFF CITY.
 GA0527'0.7 MILE SOUTHWEST ALONG THE WEAVERS CREEK ROAD FROM THE SOUTHERN
 GA0527'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, 200 YARDS SOUTH
 GA0527'OF THE JUNCTION OF U.S. HIGHWAY 11 E, AT A SMALL BRIDGE, IN THE
 GA0527'TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT, 7 FEET
 GA0527'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN THE
 GA0527'ROAD.  A STANDARD DISK, STAMPED U 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1012 ***********************************************************************
 GA1012  DESIGNATION -  U 117
 GA1012  PID         -  GA1012
 GA1012  STATE/COUNTY-  TN/GREENE
 GA1012  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1012
 GA1012                         *CURRENT SURVEY CONTROL
 GA1012  ___________________________________________________________________
 GA1012* NAD 83(1986)-  36 01 19.     (N)    082 50 18.     (W)     SCALED    
 GA1012* NAVD 88     -       427.065  (meters)    1401.13   (feet)  ADJUSTED  
 GA1012  ___________________________________________________________________
 GA1012  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1012  DYNAMIC HT  -         426.652 (meters)    1399.77  (feet)  COMP
 GA1012  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 GA1012
 GA1012  VERT ORDER  -  SECOND    CLASS 0
 GA1012
 GA1012.The horizontal coordinates were scaled from a topographic map and have
 GA1012.an estimated accuracy of +/- 6 seconds.
 GA1012
 GA1012.The orthometric height was determined by differential leveling
 GA1012.and adjusted by the National Geodetic Survey in June 1991..
 GA1012
 GA1012.The geoid height was determined by GEOID03.
 GA1012
 GA1012.The dynamic height is computed by dividing the NAVD 88
 GA1012.geopotential number by the normal gravity value computed on the
 GA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1012.degrees latitude (g = 980.6199 gals.).
 GA1012
 GA1012.The modeled gravity was interpolated from observed gravity values.
 GA1012
 GA1012;                    North         East    Units  Estimated Accuracy
 GA1012;SPC TN       -   191,950.      884,930.      MT  (+/- 180 meters Scaled)
 GA1012
 GA1012                          SUPERSEDED SURVEY CONTROL
 GA1012
 GA1012  NGVD 29 (??/??/92)  427.178  (m)         1401.50   (f) ADJ UNCH    2 0
 GA1012
 GA1012.Superseded values are not recommended for survey control.
 GA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1012.See file dsdata.txt to determine how the superseded data were derived.
 GA1012
 GA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV343879(NAD 83)
 GA1012_MARKER: DB = BENCH MARK DISK
 GA1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1012_STAMPING: U 117 1935
 GA1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1012+STABILITY: SURFACE MOTION
 GA1012
 GA1012  HISTORY     - Date     Condition        Report By
 GA1012  HISTORY     - 1935     MONUMENTED       CGS
 GA1012  HISTORY     - 1950     GOOD             TVA
 GA1012
 GA1012                          STATION DESCRIPTION
 GA1012
 GA1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1012'3.4 MI SE FROM GREENVILLE DAM.
 GA1012'ON NORTH SIDE OF HILL 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 70
 GA1012'FROM GREENEVILLE DAM, GREENE COUNTY, 1.4 MILES NORTHWEST OF THE
 GA1012'RICH MOUNTAIN SERVICE STATION, 80 YARDS NORTH OF THE INTERSECTION
 GA1012'OF A DIRT ROAD, 67 YARDS SOUTH OF A CULVERT, 86 FEET WEST OF A
 GA1012'BLAZED PECAN TREE, 42.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA1012'HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY, 85.2 FEET EAST
 GA1012'NORTHEAST OF TELEPHONE POLE 279, 16.2 FEET WEST SOUTHWEST OF A 6
 GA1012'INCH ELM TREE AND 1.8 FEET EAST NORTHEAST OF STEEL WITNESS POST.
 GA1012'A STANDARD DISK, STAMPED U 117 1935 AND SET IN THE TOP OF A
 GA1012'CONCRETE POST.
 GA1012
 GA1012                          STATION RECOVERY (1950)
 GA1012
 GA1012'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1361 ***********************************************************************
 FB1361  DESIGNATION -  U 118
 FB1361  PID         -  FB1361
 FB1361  STATE/COUNTY-  TN/COCKE
 FB1361  USGS QUAD   -  NEWPORT (1992)
 FB1361
 FB1361                         *CURRENT SURVEY CONTROL
 FB1361  ___________________________________________________________________
 FB1361* NAD 83(1986)-  35 58 57.     (N)    083 09 30.     (W)     SCALED    
 FB1361* NAVD 88     -       323.00   (+/-2cm)    1059.7    (feet)  VERTCON   
 FB1361  ___________________________________________________________________
 FB1361  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1361
 FB1361  VERT ORDER  -  ? (See Below)
 FB1361
 FB1361.The horizontal coordinates were scaled from a topographic map and have
 FB1361.an estimated accuracy of +/- 6 seconds.
 FB1361
 FB1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1361.The vertical order pertains to the NGVD 29 superseded value.
 FB1361
 FB1361.The geoid height was determined by GEOID03.
 FB1361
 FB1361;                    North         East    Units  Estimated Accuracy
 FB1361;SPC TN       -   186,690.      856,220.      MT  (+/- 180 meters Scaled)
 FB1361
 FB1361                          SUPERSEDED SURVEY CONTROL
 FB1361
 FB1361  NGVD 29 (??/??/92)  323.154  (m)         1060.21   (f) ADJ UNCH    ?  
 FB1361
 FB1361.Superseded values are not recommended for survey control.
 FB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1361.See file dsdata.txt to determine how the superseded data were derived.
 FB1361
 FB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV054841(NAD 83)
 FB1361_MARKER: DB = BENCH MARK DISK
 FB1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1361_STAMPING: U 118 1935
 FB1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1361+STABILITY: SURFACE MOTION
 FB1361
 FB1361  HISTORY     - Date     Condition        Report By
 FB1361  HISTORY     - 1935     MONUMENTED       CGS
 FB1361  HISTORY     - 1937     GOOD             TVA
 FB1361
 FB1361                          STATION DESCRIPTION
 FB1361
 FB1361'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FB1361'2.2 MI NE FROM NEWPORT.
 FB1361'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 FB1361'COUNTY, 400 FEET NORTH OF PIGEON RIVER, 250 FEET EAST OF THE
 FB1361'NORTH END OF THE BRIDGE OVER PIGEON RIVER, ON THE G.B. GRAY
 FB1361'PROPERTY, 33 FEET NORTHWEST OF THE STONE PILLAR AT THE NORTHWEST
 FB1361'CORNER OF THE GRAY PORCH, 60 FEET EAST OF A 40-INCH ELM TREE, AND
 FB1361'1 FOOT WEST OF THE HEDGE, 70.5 FEET EAST AND SOUTHEAST OF THE
 FB1361'SOUTHWEST CORNER OF A SHED AND 35 FEET SOUTH AND SOUTHWEST OF A
 FB1361'POWERLINE POLE.  A STANDARD DISK, STAMPED U 118 1935 AND SET IN
 FB1361'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1949 ***********************************************************************
 GA1949  DESIGNATION -  U 119
 GA1949  PID         -  GA1949
 GA1949  STATE/COUNTY-  TN/COCKE
 GA1949  USGS QUAD   -  RANKIN (1980)
 GA1949
 GA1949                         *CURRENT SURVEY CONTROL
 GA1949  ___________________________________________________________________
 GA1949* NAD 83(1986)-  36 04 05.     (N)    083 13 13.     (W)     SCALED    
 GA1949* NAVD 88     -       300.415  (meters)     985.61   (feet)  ADJUSTED  
 GA1949  ___________________________________________________________________
 GA1949  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1949  DYNAMIC HT  -         300.134 (meters)     984.69  (feet)  COMP
 GA1949  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA1949
 GA1949  VERT ORDER  -  SECOND    CLASS 0
 GA1949
 GA1949.The horizontal coordinates were scaled from a topographic map and have
 GA1949.an estimated accuracy of +/- 6 seconds.
 GA1949
 GA1949.The orthometric height was determined by differential leveling
 GA1949.and adjusted by the National Geodetic Survey in June 1991..
 GA1949
 GA1949.The geoid height was determined by GEOID03.
 GA1949
 GA1949.The dynamic height is computed by dividing the NAVD 88
 GA1949.geopotential number by the normal gravity value computed on the
 GA1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1949.degrees latitude (g = 980.6199 gals.).
 GA1949
 GA1949.The modeled gravity was interpolated from observed gravity values.
 GA1949
 GA1949;                    North         East    Units  Estimated Accuracy
 GA1949;SPC TN       -   196,020.      850,370.      MT  (+/- 180 meters Scaled)
 GA1949
 GA1949                          SUPERSEDED SURVEY CONTROL
 GA1949
 GA1949  NGVD 29 (??/??/92)  300.541  (m)          986.02   (f) ADJ UNCH    2 0
 GA1949
 GA1949.Superseded values are not recommended for survey control.
 GA1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1949.See file dsdata.txt to determine how the superseded data were derived.
 GA1949
 GA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV000937(NAD 83)
 GA1949_MARKER: DB = BENCH MARK DISK
 GA1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1949_STAMPING: U 119 1935
 GA1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1949+STABILITY: SURFACE MOTION
 GA1949
 GA1949  HISTORY     - Date     Condition        Report By
 GA1949  HISTORY     - 1935     MONUMENTED       CGS
 GA1949
 GA1949                          STATION DESCRIPTION
 GA1949
 GA1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1949'1.5 MI N FROM RANKIN.
 GA1949'1.5 MILES NORTH OF POST OFFICE BY HIGHWAY.  ALONG THE RANKIN
 GA1949'ROAD.  SET ON THE PROPERTY OF J.R. SPURGEON.  13.8 FEET EAST
 GA1949'OF THE CENTERLINE OF INTERSECTION OF HIGHWAY AND PRIVATE ROAD.
 GA1949'3.8 FEET NORTH OF FENCE CORNER.  AT FENCE LINE.  1 FOOT ABOVE
 GA1949'SURFACE OF HIGHWAY SET ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1950 ***********************************************************************
 GA1950  DESIGNATION -  U 119 RESET
 GA1950  PID         -  GA1950
 GA1950  STATE/COUNTY-  TN/COCKE
 GA1950  USGS QUAD   -  RANKIN (1980)
 GA1950
 GA1950                         *CURRENT SURVEY CONTROL
 GA1950  ___________________________________________________________________
 GA1950* NAD 83(1986)-  36 04 05.     (N)    083 13 13.     (W)     SCALED    
 GA1950* NAVD 88     -       306.11   (+/-2cm)    1004.3    (feet)  VERTCON   
 GA1950  ___________________________________________________________________
 GA1950  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1950
 GA1950  VERT ORDER  -  ? (See Below)
 GA1950
 GA1950.The horizontal coordinates were scaled from a topographic map and have
 GA1950.an estimated accuracy of +/- 6 seconds.
 GA1950
 GA1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1950.The vertical order pertains to the NGVD 29 superseded value.
 GA1950
 GA1950.The geoid height was determined by GEOID03.
 GA1950
 GA1950;                    North         East    Units  Estimated Accuracy
 GA1950;SPC TN       -   196,020.      850,370.      MT  (+/- 180 meters Scaled)
 GA1950
 GA1950                          SUPERSEDED SURVEY CONTROL
 GA1950
 GA1950  NGVD 29 (??/??/92)  306.260  (m)         1004.79   (f) ADJ UNCH    ?  
 GA1950
 GA1950.Superseded values are not recommended for survey control.
 GA1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1950.See file dsdata.txt to determine how the superseded data were derived.
 GA1950
 GA1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV000937(NAD 83)
 GA1950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GA1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1950_STAMPING: U 119 RESET 1942
 GA1950_MARK LOGO: CGS   
 GA1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1950+STABILITY: SURFACE MOTION
 GA1950
 GA1950  HISTORY     - Date     Condition        Report By
 GA1950  HISTORY     - 1942     MONUMENTED       TVA
 GA1950
 GA1950                          STATION DESCRIPTION
 GA1950
 GA1950'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1942
 GA1950'1.9 MI N FROM RANKIN.
 GA1950'ABOUT 1.9 MILES NORTH ALONG A ROAD LEADING TO HOLTTOWN FROM
 GA1950'THE SOUTHERN RAILWAY STATION AT RANKIN, ON THE RIGHT BANK OF
 GA1950'MC COWAN CREEK, ON LAND OWNED IN 1942 BY FRANK J. SPURGEON,
 GA1950'77 FEET EAST OF A 16-INCH BLACK WALNUT TREE, AND 16 FEET
 GA1950'SOUTHWEST OF A 7-INCH CEDAR TREE, 500 FEET SOUTHWEST OF A ROAD
 GA1950'INTERSECTION, 59 FEET SOUTH OF THE CENTERLINE OF ROAD AND 91
 GA1950'FEET EAST, NORTHEAST OF A POWER POLE.  A STANDARD DISK, STAMPED
 GA1950'U 119 RESET 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1069 ***********************************************************************
 FE1069  DESIGNATION -  U 12
 FE1069  PID         -  FE1069
 FE1069  STATE/COUNTY-  TN/FAYETTE
 FE1069  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1069
 FE1069                         *CURRENT SURVEY CONTROL
 FE1069  ___________________________________________________________________
 FE1069* NAD 83(1986)-  35 02 14.     (N)    089 12 02.     (W)     SCALED    
 FE1069* NAVD 88     -       163.462  (meters)     536.29   (feet)  ADJUSTED  
 FE1069  ___________________________________________________________________
 FE1069  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1069  DYNAMIC HT  -         163.307 (meters)     535.78  (feet)  COMP
 FE1069  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FE1069
 FE1069  VERT ORDER  -  SECOND    CLASS 0
 FE1069
 FE1069.The horizontal coordinates were scaled from a topographic map and have
 FE1069.an estimated accuracy of +/- 6 seconds.
 FE1069
 FE1069.The orthometric height was determined by differential leveling
 FE1069.and adjusted by the National Geodetic Survey in June 1991..
 FE1069
 FE1069.The geoid height was determined by GEOID03.
 FE1069
 FE1069.The dynamic height is computed by dividing the NAVD 88
 FE1069.geopotential number by the normal gravity value computed on the
 FE1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1069.degrees latitude (g = 980.6199 gals.).
 FE1069
 FE1069.The modeled gravity was interpolated from observed gravity values.
 FE1069
 FE1069;                    North         East    Units  Estimated Accuracy
 FE1069;SPC TN       -    82,870.      308,000.      MT  (+/- 180 meters Scaled)
 FE1069
 FE1069                          SUPERSEDED SURVEY CONTROL
 FE1069
 FE1069  NGVD 29 (??/??/??)  163.419  (m)          536.15   (f) ADJUSTED    2 0
 FE1069
 FE1069.Superseded values are not recommended for survey control.
 FE1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1069.See file dsdata.txt to determine how the superseded data were derived.
 FE1069
 FE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD992793(NAD 83)
 FE1069_MARKER: DB = BENCH MARK DISK
 FE1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1069_STAMPING: U 12 1934
 FE1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1069+STABILITY: SURFACE MOTION
 FE1069
 FE1069  HISTORY     - Date     Condition        Report By
 FE1069  HISTORY     - 1934     MONUMENTED       CGS
 FE1069
 FE1069                          STATION DESCRIPTION
 FE1069
 FE1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE1069'1.1 MI SW FROM GRAND JUNCTION.
 FE1069'IN FAYETTE COUNTY, 1.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 FE1069'RAILROAD FROM THE STATION AT GRAND JUNCTION, HARDEMAN COUNTY,
 FE1069'85 FEET NORTHEAST OF MILEPOST C 519, AT A PRIVATE ROAD CROSSING,
 FE1069'20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 FE1069'NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 8 FEET SOUTHEAST
 FE1069'OF A POLE.  A STANDARD DISK, STAMPED U 12 1934 AND SET IN THE
 FE1069'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0692 ***********************************************************************
 FB0692  DESIGNATION -  U 121
 FB0692  PID         -  FB0692
 FB0692  STATE/COUNTY-  TN/COCKE
 FB0692  USGS QUAD   -  PAINT ROCK (1991)
 FB0692
 FB0692                         *CURRENT SURVEY CONTROL
 FB0692  ___________________________________________________________________
 FB0692* NAD 83(1986)-  35 55 32.     (N)    082 56 47.     (W)     SCALED    
 FB0692* NAVD 88     -       363.617  (meters)    1192.97   (feet)  ADJUSTED  
 FB0692  ___________________________________________________________________
 FB0692  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB0692  DYNAMIC HT  -         363.264 (meters)    1191.81  (feet)  COMP
 FB0692  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FB0692
 FB0692  VERT ORDER  -  FIRST     CLASS I
 FB0692
 FB0692.The horizontal coordinates were scaled from a topographic map and have
 FB0692.an estimated accuracy of +/- 6 seconds.
 FB0692
 FB0692.The orthometric height was determined by differential leveling
 FB0692.and adjusted by the National Geodetic Survey in June 1991..
 FB0692.WARNING-Repeat measurements at this control monument indicate possible
 FB0692.vertical movement.
 FB0692
 FB0692.The geoid height was determined by GEOID03.
 FB0692
 FB0692.The dynamic height is computed by dividing the NAVD 88
 FB0692.geopotential number by the normal gravity value computed on the
 FB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0692.degrees latitude (g = 980.6199 gals.).
 FB0692
 FB0692.The modeled gravity was interpolated from observed gravity values.
 FB0692
 FB0692;                    North         East    Units  Estimated Accuracy
 FB0692;SPC TN       -   180,950.      875,530.      MT  (+/- 180 meters Scaled)
 FB0692
 FB0692                          SUPERSEDED SURVEY CONTROL
 FB0692
 FB0692  NGVD 29 (??/??/92)  363.763  (m)         1193.45   (f) ADJ UNCH    1 1
 FB0692
 FB0692.Superseded values are not recommended for survey control.
 FB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0692.See file dsdata.txt to determine how the superseded data were derived.
 FB0692
 FB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV244774(NAD 83)
 FB0692_MARKER: DB = BENCH MARK DISK
 FB0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0692_SP_SET: ABUTMENT
 FB0692_STAMPING: U 121 1935
 FB0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0692
 FB0692  HISTORY     - Date     Condition        Report By
 FB0692  HISTORY     - 1935     MONUMENTED       CGS
 FB0692  HISTORY     - 1967     GOOD             NGS
 FB0692
 FB0692                          STATION DESCRIPTION
 FB0692
 FB0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0692'6 MI E FROM DEL RIO.
 FB0692'ABOUT 5.95 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0692'FROM THE STATION AT DEL RIO, 6 RAILS WEST OF MILEPOST 189, 16 FEET
 FB0692'SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTH
 FB0692'END OF THE EAST CONCRETE ABUTMENT OF A WOODEN AND CONCRETE
 FB0692'RAILROAD BRIDGE OVER WOLF CREEK, 78 1/2 FEET WEST OF SEMAPHORE
 FB0692'NUMBER S 189.0, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1318 ***********************************************************************
 FB1318  DESIGNATION -  U 122
 FB1318  PID         -  FB1318
 FB1318  STATE/COUNTY-  TN/COCKE
 FB1318  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1318
 FB1318                         *CURRENT SURVEY CONTROL
 FB1318  ___________________________________________________________________
 FB1318* NAD 83(1986)-  35 53 39.     (N)    083 05 37.     (W)     SCALED    
 FB1318* NAVD 88     -       424.19   (+/-2cm)    1391.7    (feet)  VERTCON   
 FB1318  ___________________________________________________________________
 FB1318  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB1318
 FB1318  VERT ORDER  -  ? (See Below)
 FB1318
 FB1318.The horizontal coordinates were scaled from a topographic map and have
 FB1318.an estimated accuracy of +/- 6 seconds.
 FB1318
 FB1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1318.The vertical order pertains to the NGVD 29 superseded value.
 FB1318
 FB1318.The geoid height was determined by GEOID03.
 FB1318
 FB1318;                    North         East    Units  Estimated Accuracy
 FB1318;SPC TN       -   177,070.      862,350.      MT  (+/- 180 meters Scaled)
 FB1318
 FB1318                          SUPERSEDED SURVEY CONTROL
 FB1318
 FB1318  NGVD 29 (??/??/92)  424.324  (m)         1392.14   (f) ADJ UNCH    ?  
 FB1318
 FB1318.Superseded values are not recommended for survey control.
 FB1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1318.See file dsdata.txt to determine how the superseded data were derived.
 FB1318
 FB1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV110742(NAD 83)
 FB1318_MARKER: DB = BENCH MARK DISK
 FB1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1318_STAMPING: U 122 1935
 FB1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1318+STABILITY: SURFACE MOTION
 FB1318
 FB1318  HISTORY     - Date     Condition        Report By
 FB1318  HISTORY     - 1935     MONUMENTED       CGS
 FB1318  HISTORY     - 1949     GOOD             NGS
 FB1318
 FB1318                          STATION DESCRIPTION
 FB1318
 FB1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1318'5.4 MI SW FROM DEL RIO.
 FB1318'5.4 MILES SOUTHWEST ALONG FIFTEENTH ROAD FROM THE JUNCTION OF
 FB1318'STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO, COCKE COUNTY, IN A
 FB1318'GARDEN, 84 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE
 FB1318'OVER GULF FORK BIG CREEK, 65 FEET SOUTHWEST OF THE ROAD, 42 FEET
 FB1318'NORTHWEST OF THE CREEK, 33.3 FEET SOUTHEAST OF THE SOUTHEAST
 FB1318'CORNER OF THE THOMAS ELITSON HOUSE, AND 20.6 FEET SOUTHWEST
 FB1318'OF A 4-INCH MAPLE TREE.  A STANDARD DISK, STAMPED U 122 1935 AND
 FB1318'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1161 ***********************************************************************
 FB1161  DESIGNATION -  U 123 RESET
 FB1161  PID         -  FB1161
 FB1161  STATE/COUNTY-  TN/COCKE
 FB1161  USGS QUAD   -  NEWPORT (1992)
 FB1161
 FB1161                         *CURRENT SURVEY CONTROL
 FB1161  ___________________________________________________________________
 FB1161* NAD 83(1986)-  35 59 51.     (N)    083 11 42.     (W)     SCALED    
 FB1161* NAVD 88     -       313.073  (meters)    1027.14   (feet)  ADJUSTED  
 FB1161  ___________________________________________________________________
 FB1161  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FB1161  DYNAMIC HT  -         312.778 (meters)    1026.17  (feet)  COMP
 FB1161  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FB1161
 FB1161  VERT ORDER  -  FIRST     CLASS I
 FB1161
 FB1161.The horizontal coordinates were scaled from a topographic map and have
 FB1161.an estimated accuracy of +/- 6 seconds.
 FB1161
 FB1161.The orthometric height was determined by differential leveling
 FB1161.and adjusted by the National Geodetic Survey in June 1991..
 FB1161
 FB1161.The geoid height was determined by GEOID03.
 FB1161
 FB1161.The dynamic height is computed by dividing the NAVD 88
 FB1161.geopotential number by the normal gravity value computed on the
 FB1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1161.degrees latitude (g = 980.6199 gals.).
 FB1161
 FB1161.The modeled gravity was interpolated from observed gravity values.
 FB1161
 FB1161;                    North         East    Units  Estimated Accuracy
 FB1161;SPC TN       -   188,260.      852,870.      MT  (+/- 180 meters Scaled)
 FB1161
 FB1161                          SUPERSEDED SURVEY CONTROL
 FB1161
 FB1161  NGVD 29 (??/??/92)  313.215  (m)         1027.61   (f) ADJ UNCH    1 1
 FB1161
 FB1161.Superseded values are not recommended for survey control.
 FB1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1161.See file dsdata.txt to determine how the superseded data were derived.
 FB1161
 FB1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV021858(NAD 83)
 FB1161_MARKER: DB = BENCH MARK DISK
 FB1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1161_STAMPING: U 123 RESET 1942
 FB1161_MARK LOGO: CGS   
 FB1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1161+STABILITY: SURFACE MOTION
 FB1161
 FB1161  HISTORY     - Date     Condition        Report By
 FB1161  HISTORY     - 1942     MONUMENTED       TVA
 FB1161  HISTORY     - 1967     GOOD             NGS
 FB1161
 FB1161                          STATION DESCRIPTION
 FB1161
 FB1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1161'2.7 MI N FROM NEWPORT.
 FB1161'ABOUT 2.7 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1161'FROM THE STATION AT NEWPORT, 0.25 MILE SOUTH OF THE CROSSING OF
 FB1161'THE RAILROAD AND A TRAIL ROAD, 5 POLES NORTH OF MILEPOST 209, 134
 FB1161'YARDS SOUTHEAST OF A BARN AND A CONCRETE SILO, 25 FEET WEST
 FB1161'OF THE WEST RAIL OF THE TRACK, 43 1/2 FEET WEST AND ACROSS THE
 FB1161'TRACK FROM A METAL SIGN WHICH READS WHISTLE, 8 1/2 FEET NORTH
 FB1161'OF A POWER POLE, IN LINE WITH A ROW OF POLES, 8 FEET SOUTH OF
 FB1161'THE CENTERLINE OF AN ABANDONED ROAD, 2 FEET NORTH OF A FENCE,
 FB1161'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE
 FB1161'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FB1161'1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0943 ***********************************************************************
 FB0943  DESIGNATION -  U 125
 FB0943  PID         -  FB0943
 FB0943  STATE/COUNTY-  TN/COCKE
 FB0943  USGS QUAD   -  LEMON GAP (1976)
 FB0943
 FB0943                         *CURRENT SURVEY CONTROL
 FB0943  ___________________________________________________________________
 FB0943* NAD 83(1986)-  35 50 54.     (N)    082 58 21.     (W)     SCALED    
 FB0943* NAVD 88     -       906.36   (+/-2cm)    2973.6    (feet)  VERTCON   
 FB0943  ___________________________________________________________________
 FB0943  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB0943
 FB0943  VERT ORDER  -  ? (See Below)
 FB0943
 FB0943.The horizontal coordinates were scaled from a topographic map and have
 FB0943.an estimated accuracy of +/- 6 seconds.
 FB0943
 FB0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0943.The vertical order pertains to the NGVD 29 superseded value.
 FB0943
 FB0943.The geoid height was determined by GEOID03.
 FB0943
 FB0943;                    North         East    Units  Estimated Accuracy
 FB0943;SPC TN       -   172,320.      873,440.      MT  (+/- 180 meters Scaled)
 FB0943
 FB0943                          SUPERSEDED SURVEY CONTROL
 FB0943
 FB0943  NGVD 29 (??/??/92)  906.466  (m)         2973.96   (f) ADJ UNCH    ?  
 FB0943
 FB0943.Superseded values are not recommended for survey control.
 FB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0943.See file dsdata.txt to determine how the superseded data were derived.
 FB0943
 FB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218689(NAD 83)
 FB0943_MARKER: DB = BENCH MARK DISK
 FB0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0943_SP_SET: TREE
 FB0943_STAMPING: U 125 1935
 FB0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0943
 FB0943  HISTORY     - Date     Condition        Report By
 FB0943  HISTORY     - 1935     MONUMENTED       CGS
 FB0943  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0943
 FB0943                          STATION DESCRIPTION
 FB0943
 FB0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0943'9.7 MI SE FROM DEL RIO.
 FB0943'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0943'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE 2.9
 FB0943'MILES SOUTHEAST ALONG THE JONESTOWN ROAD, AND THENCE 4.0 MILES
 FB0943'SOUTHEAST ALONG THE ROUND MOUNTAIN ROAD, ON THE PROPERTY OF
 FB0943'PISGAH NATIONAL PARK, 200 FEET EAST OF A LARGE STONE SLAB SET
 FB0943'BY THE PARK, AT A CURVE IN THE ROAD, 60 FEET NORTHEAST OF THE
 FB0943'ROAD, 35 FEET NORTHWEST OF A 10-INCH BLACK GUM TREE, 23 FEET
 FB0943'SOUTHEAST OF A 5-INCH PINE TREE, 8 FEET NORTH OF AN OLD TRAIL,
 FB0943'IN A 12-INCH CHESTNUT OAK TREE, AND 12 FEET HIGHER THAN THE
 FB0943'ROAD.  A STANDARD DISK, STAMPED U 125 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2042 ***********************************************************************
 FB2042  DESIGNATION -  U 127
 FB2042  PID         -  FB2042
 FB2042  STATE/COUNTY-  TN/BLOUNT
 FB2042  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2042
 FB2042                         *CURRENT SURVEY CONTROL
 FB2042  ___________________________________________________________________
 FB2042* NAD 83(1986)-  35 40 36.     (N)    083 45 19.     (W)     SCALED    
 FB2042* NAVD 88     -       319.06   (+/-2cm)    1046.8    (feet)  VERTCON   
 FB2042  ___________________________________________________________________
 FB2042  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FB2042
 FB2042  VERT ORDER  -  ? (See Below)
 FB2042
 FB2042.The horizontal coordinates were scaled from a topographic map and have
 FB2042.an estimated accuracy of +/- 6 seconds.
 FB2042
 FB2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2042.The vertical order pertains to the NGVD 29 superseded value.
 FB2042
 FB2042.The geoid height was determined by GEOID03.
 FB2042
 FB2042;                    North         East    Units  Estimated Accuracy
 FB2042;SPC TN       -   151,370.      803,190.      MT  (+/- 180 meters Scaled)
 FB2042
 FB2042                          SUPERSEDED SURVEY CONTROL
 FB2042
 FB2042  NGVD 29 (??/??/92)  319.164  (m)         1047.12   (f) ADJ UNCH    ?  
 FB2042
 FB2042.Superseded values are not recommended for survey control.
 FB2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2042.See file dsdata.txt to determine how the superseded data were derived.
 FB2042
 FB2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV506515(NAD 83)
 FB2042_MARKER: DB = BENCH MARK DISK
 FB2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2042_STAMPING: U 127 1935
 FB2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2042+STABILITY: SURFACE MOTION
 FB2042
 FB2042  HISTORY     - Date     Condition        Report By
 FB2042  HISTORY     - 1935     MONUMENTED       CGS
 FB2042
 FB2042                          STATION DESCRIPTION
 FB2042
 FB2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2042'AT TOWNSEND.
 FB2042'AT TOWNSEND, 41.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FB2042'POST OFFICE, 90 FEET SOUTH OF STATE HIGHWAY 73, 48 FEET SOUTHWEST
 FB2042'OF A CROSSING, IN A LUMBERYARD, 11 FEET SOUTH OF THE ABANDONED
 FB2042'LITTLE RIVER RAILROAD, AND 2.4 FEET NORTHEAST OF A POWER-TRANSMISSION
 FB2042'LINE POLE.  A STANDARD DISK, STAMPED U 127 1935 AND SET IN THE
 FB2042'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1776 ***********************************************************************
 GA1776  DESIGNATION -  U 128
 GA1776  PID         -  GA1776
 GA1776  STATE/COUNTY-  TN/HAMBLEN
 GA1776  USGS QUAD   -  MORRISTOWN (1979)
 GA1776
 GA1776                         *CURRENT SURVEY CONTROL
 GA1776  ___________________________________________________________________
 GA1776* NAD 83(1986)-  36 09 00.     (N)    083 16 57.     (W)     SCALED    
 GA1776* NAVD 88     -       370.451  (meters)    1215.39   (feet)  ADJUSTED  
 GA1776  ___________________________________________________________________
 GA1776  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1776  DYNAMIC HT  -         370.104 (meters)    1214.25  (feet)  COMP
 GA1776  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 GA1776
 GA1776  VERT ORDER  -  FIRST     CLASS I
 GA1776
 GA1776.The horizontal coordinates were scaled from a topographic map and have
 GA1776.an estimated accuracy of +/- 6 seconds.
 GA1776
 GA1776.The orthometric height was determined by differential leveling
 GA1776.and adjusted by the National Geodetic Survey in June 1991..
 GA1776
 GA1776.The geoid height was determined by GEOID03.
 GA1776
 GA1776.The dynamic height is computed by dividing the NAVD 88
 GA1776.geopotential number by the normal gravity value computed on the
 GA1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1776.degrees latitude (g = 980.6199 gals.).
 GA1776
 GA1776.The modeled gravity was interpolated from observed gravity values.
 GA1776
 GA1776;                    North         East    Units  Estimated Accuracy
 GA1776;SPC TN       -   204,950.      844,520.      MT  (+/- 180 meters Scaled)
 GA1776
 GA1776                          SUPERSEDED SURVEY CONTROL
 GA1776
 GA1776  NGVD 29 (??/??/92)  370.593  (m)         1215.85   (f) ADJ UNCH    1 1
 GA1776
 GA1776.Superseded values are not recommended for survey control.
 GA1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1776.See file dsdata.txt to determine how the superseded data were derived.
 GA1776
 GA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA946029(NAD 83)
 GA1776_MARKER: DB = BENCH MARK DISK
 GA1776_SETTING: 66 = SET IN ROCK OUTCROP
 GA1776_SP_SET: ROCK OUTCROP
 GA1776_STAMPING: U 128 1935
 GA1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1776+STABILITY: POSITION/ELEVATION WELL
 GA1776
 GA1776  HISTORY     - Date     Condition        Report By
 GA1776  HISTORY     - 1935     MONUMENTED       CGS
 GA1776  HISTORY     - 1967     GOOD             NGS
 GA1776
 GA1776                          STATION DESCRIPTION
 GA1776
 GA1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1776'3.2 MI N FROM WHITE PINE.
 GA1776'ABOUT 3.2 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1776'FROM THE POST OFFICE AT WHITE PINE, AT THE SMALL COMMUNITY OF
 GA1776'WITT, 0.2 MILE NORTHEAST OF MILEPOST 222, 121 YARDS SOUTHWEST OF
 GA1776'THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 31 1/2 FEET
 GA1776'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET IN THE
 GA1776'TOP OF A ROCK OUTCROP, 90 YARDS WEST AND ACROSS THE TRACK FROM A
 GA1776'TWO-STORY FRAME HOUSE, 87 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 GA1776'CONCRETE BLOCK BUILDING, 69 FEET SOUTHWEST OF THE 2ND POLE
 GA1776'SOUTHWEST OF A CROSSING OF THE RAILROAD AND A ROAD, 44 1/2 FEET
 GA1776'SOUTH OF A 15 INCH CEDAR TREE, 6 FEET NORTHWEST OF A ROW OF POWER
 GA1776'POLES, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4
 GA1776'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0784 ***********************************************************************
 GD0784  CBN         -  This is a Cooperative Base Network Control Station.
 GD0784  DESIGNATION -  U 13
 GD0784  PID         -  GD0784
 GD0784  STATE/COUNTY-  TN/OBION
 GD0784  USGS QUAD   -  UNION CITY (1980)
 GD0784
 GD0784                         *CURRENT SURVEY CONTROL
 GD0784  ___________________________________________________________________
 GD0784* NAD 83(1995)-  36 25 02.37674(N)    089 05 13.61319(W)     ADJUSTED  
 GD0784* NAVD 88     -       103.769  (meters)     340.45   (feet)  ADJUSTED  
 GD0784  ___________________________________________________________________
 GD0784  X           -      81,870.759 (meters)                     COMP
 GD0784  Y           -  -5,138,052.302 (meters)                     COMP
 GD0784  Z           -   3,765,600.998 (meters)                     COMP
 GD0784  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GD0784  ELLIP HEIGHT-          75.79  (meters)          (08/03/04) GPS OBS
 GD0784  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0784  DYNAMIC HT  -         103.686 (meters)     340.18  (feet)  COMP
 GD0784  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 GD0784
 GD0784  HORZ ORDER  -  A
 GD0784  VERT ORDER  -  SECOND    CLASS 0
 GD0784  ELLP ORDER  -  FOURTH    CLASS I
 GD0784
 GD0784.The horizontal coordinates were established by GPS observations
 GD0784.and adjusted by the National Geodetic Survey in August 2004..
 GD0784
 GD0784.The orthometric height was determined by differential leveling
 GD0784.and adjusted by the National Geodetic Survey in June 1991..
 GD0784.WARNING-GPS observations at this control monument resulted in a GPS
 GD0784.derived orthometric height which differed from the leveled height by
 GD0784.more than one decimeter (0.1 meter).
 GD0784
 GD0784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0784
 GD0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0784
 GD0784.The ellipsoidal height was determined by GPS observations
 GD0784.and is referenced to NAD 83.
 GD0784
 GD0784.The geoid height was determined by GEOID03.
 GD0784
 GD0784.The dynamic height is computed by dividing the NAVD 88
 GD0784.geopotential number by the normal gravity value computed on the
 GD0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0784.degrees latitude (g = 980.6199 gals.).
 GD0784
 GD0784.The modeled gravity was interpolated from observed gravity values.
 GD0784
 GD0784;                    North         East     Units Scale Factor Converg.
 GD0784;SPC TN       -   235,588.348   323,174.136   MT  1.00000012   -1 48 26.4
 GD0784;SPC TN       -   772,926.11  1,060,280.48   sFT  1.00000012   -1 48 26.4
 GD0784;UTM  16      - 4,032,261.537   312,877.055   MT  1.00003143   -1 14 21.8
 GD0784
 GD0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0784!SPC TN       -   0.99998811  x   1.00000012  =   0.99998823
 GD0784!UTM  16      -   0.99998811  x   1.00003143  =   1.00001954
 GD0784
 GD0784                          SUPERSEDED SURVEY CONTROL
 GD0784
 GD0784  NAVD 88 (08/03/04)  103.77   (m)          340.5    (f) LEVELING    3  
 GD0784  NGVD 29 (??/??/??)  103.761  (m)          340.42   (f) ADJUSTED    2 0
 GD0784
 GD0784.Superseded values are not recommended for survey control.
 GD0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0784.See file dsdata.txt to determine how the superseded data were derived.
 GD0784
 GD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1287732262(NAD 83)
 GD0784_MARKER: DB = BENCH MARK DISK
 GD0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0784_STAMPING: U 13 1935
 GD0784_MARK LOGO: CGS   
 GD0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0784+STABILITY: SURFACE MOTION
 GD0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0784+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD0784
 GD0784  HISTORY     - Date     Condition        Report By
 GD0784  HISTORY     - 1935     MONUMENTED       CGS
 GD0784  HISTORY     - 1968     GOOD             CGS
 GD0784  HISTORY     - 20020801 GOOD             USACE
 GD0784  HISTORY     - 20031010 GOOD             TNDT
 GD0784
 GD0784                          STATION DESCRIPTION
 GD0784
 GD0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0784'1.8 MI W FROM UNION CITY.
 GD0784'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 51 FROM UNION CITY,
 GD0784'AT THE SOUTHWEST CORNER OF A YARD OF A TWO-STORY BRICK AND
 GD0784'STUCCO HOUSE, 75 FEET WEST OF THE HOUSE, 51 FEET NORTH OF THE
 GD0784'CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GD0784'POST.  NOTE-- THIRD-ORDER LEVELING BY THE U.S. ARMY ENGINEERS,
 GD0784'MEMPHIS DISTRICT INDICATED THAT THE ELEVATION OF THE MARK IS
 GD0784'0.832 FOOT HIGHER THAN PREVIOUSLY PUBLISHED.  ARMY ENGINEERS
 GD0784'ELEVATION IS 341.442 FEET.
 GD0784
 GD0784                          STATION RECOVERY (2002)
 GD0784
 GD0784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0784'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 45W SOUTH AND
 GD0784'STATE HIGHWAY 22 SOUTH IN UNION CITY, TENNESSEE PROCEED WEST ALONG
 GD0784'HIGHWAY 22 FOR 0.6 MI (1.0 KM) TO ITS INTERSECTION WITH US HIGHWAY 51.
 GD0784'CONTINUE WEST ALONG US HIGHWAY 51 FOR 0.2 MI (0.3 KM) TO ITS
 GD0784'INTERSECTION WITH STATE HIGHWAY 184.  BEAR RIGHT AND CONTINUE WEST
 GD0784'ALONG STATE HIGHWAY 184 FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT
 GD0784'IN THE SW CORNER OF A 2-STORY BRICK HOUSE ON THE NORTH SIDE OF HIGHWAY
 GD0784'184.  THE STATION IS LOCATED SW OF THE SW CORNER OF THE TWO-STORY
 GD0784'BRICK HOUSE, 52.6 FT (16.0 M) NORTH AT THE CENTERLINE OF HIGHWAY 184
 GD0784'AND 24.0 FT (7.3 M) NNE OF POWERPOLE NO 90.  A STANDARD CGS DISC SET
 GD0784'IN THE TOP OF A 6 INCH X 6 INCH CONCRETE SQUARE POST, PROJECTING 12
 GD0784'INCHES ABOVE GROUND.  DESCRIBED BY JAMES M HAMRA, MEM COE, AT 901
 GD0784'573-4181.
 GD0784
 GD0784                          STATION RECOVERY (2003)
 GD0784
 GD0784'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD0784'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0051 ***********************************************************************
 FC0051  DESIGNATION -  U 130
 FC0051  PID         -  FC0051
 FC0051  STATE/COUNTY-  TN/LOUDON
 FC0051  USGS QUAD   -  LOUDON (1984)
 FC0051
 FC0051                         *CURRENT SURVEY CONTROL
 FC0051  ___________________________________________________________________
 FC0051* NAD 83(1986)-  35 44 45.     (N)    084 20 05.     (W)     SCALED    
 FC0051* NAVD 88     -       245.756  (meters)     806.28   (feet)  ADJUSTED  
 FC0051  ___________________________________________________________________
 FC0051  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0051  DYNAMIC HT  -         245.521 (meters)     805.51  (feet)  COMP
 FC0051  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FC0051
 FC0051  VERT ORDER  -  FIRST     CLASS I
 FC0051
 FC0051.The horizontal coordinates were scaled from a topographic map and have
 FC0051.an estimated accuracy of +/- 6 seconds.
 FC0051
 FC0051.The orthometric height was determined by differential leveling
 FC0051.and adjusted by the National Geodetic Survey in June 1991..
 FC0051
 FC0051.The geoid height was determined by GEOID03.
 FC0051
 FC0051.The dynamic height is computed by dividing the NAVD 88
 FC0051.geopotential number by the normal gravity value computed on the
 FC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0051.degrees latitude (g = 980.6199 gals.).
 FC0051
 FC0051.The modeled gravity was interpolated from observed gravity values.
 FC0051
 FC0051;                    North         East    Units  Estimated Accuracy
 FC0051;SPC TN       -   158,000.      750,610.      MT  (+/- 180 meters Scaled)
 FC0051
 FC0051                          SUPERSEDED SURVEY CONTROL
 FC0051
 FC0051  NGVD 29 (??/??/92)  245.864  (m)          806.64   (f) ADJ UNCH    1 1
 FC0051
 FC0051.Superseded values are not recommended for survey control.
 FC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0051.See file dsdata.txt to determine how the superseded data were derived.
 FC0051
 FC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE410590(NAD 83)
 FC0051_MARKER: DB = BENCH MARK DISK
 FC0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0051_SP_SET: BRIDGE
 FC0051_STAMPING: U 130 1936
 FC0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0051
 FC0051  HISTORY     - Date     Condition        Report By
 FC0051  HISTORY     - 1936     MONUMENTED       CGS
 FC0051  HISTORY     - 1968     GOOD             NGS
 FC0051
 FC0051                          STATION DESCRIPTION
 FC0051
 FC0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0051'AT LOUDON.
 FC0051'AT LOUDON, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC0051'FROM THE STATION, SET IN THE TOP OF THE SOUTHEAST END OF THE
 FC0051'SOUTHWEST ABUTMENT OF THE RAILWAY BRIDGE OVER THE TENNESSEE
 FC0051'RIVER, 5.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET SOUTHWEST
 FC0051'OF THE SOUTHWEST END OF THE STEEL FRAME OF THE BRIDGE AND ABOUT
 FC0051'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0635 ***********************************************************************
 GB0635  DESIGNATION -  U 131
 GB0635  PID         -  GB0635
 GB0635  STATE/COUNTY-  TN/ANDERSON
 GB0635  USGS QUAD   -  NORRIS (1990)
 GB0635
 GB0635                         *CURRENT SURVEY CONTROL
 GB0635  ___________________________________________________________________
 GB0635* NAD 83(1986)-  36 11 45.     (N)    084 04 12.     (W)     SCALED    
 GB0635* NAVD 88     -       330.952  (meters)    1085.80   (feet)  ADJUSTED  
 GB0635  ___________________________________________________________________
 GB0635  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0635  DYNAMIC HT  -         330.654 (meters)    1084.82  (feet)  COMP
 GB0635  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0635
 GB0635  VERT ORDER  -  SECOND    CLASS 0
 GB0635
 GB0635.The horizontal coordinates were scaled from a topographic map and have
 GB0635.an estimated accuracy of +/- 6 seconds.
 GB0635
 GB0635.The orthometric height was determined by differential leveling
 GB0635.and adjusted by the National Geodetic Survey in June 1991..
 GB0635
 GB0635.The geoid height was determined by GEOID03.
 GB0635
 GB0635.The dynamic height is computed by dividing the NAVD 88
 GB0635.geopotential number by the normal gravity value computed on the
 GB0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0635.degrees latitude (g = 980.6199 gals.).
 GB0635
 GB0635.The modeled gravity was interpolated from observed gravity values.
 GB0635
 GB0635;                    North         East    Units  Estimated Accuracy
 GB0635;SPC TN       -   208,360.      773,570.      MT  (+/- 180 meters Scaled)
 GB0635
 GB0635                          SUPERSEDED SURVEY CONTROL
 GB0635
 GB0635  NGVD 29 (??/??/92)  331.089  (m)         1086.25   (f) ADJ UNCH    2 0
 GB0635
 GB0635.Superseded values are not recommended for survey control.
 GB0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0635.See file dsdata.txt to determine how the superseded data were derived.
 GB0635
 GB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF634096(NAD 83)
 GB0635_MARKER: DD = SURVEY DISK
 GB0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0635_SP_SET: BUILDING
 GB0635_STAMPING: U 131 1936
 GB0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0635
 GB0635  HISTORY     - Date     Condition        Report By
 GB0635  HISTORY     - 1936     MONUMENTED       CGS
 GB0635  HISTORY     - 1949     GOOD             NGS
 GB0635
 GB0635                          STATION DESCRIPTION
 GB0635
 GB0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0635'AT NORRIS.
 GB0635'AT NORRIS, ANDERSON COUNTY, NEAR NORRIS SQUARE, OPPOSITE THE
 GB0635'MUNICIPAL BUILDING AND NORRIS DRUG STORE, AT THE HIGH SCHOOL, IN
 GB0635'THE WEST WALL, NEAR THE NORTHWEST CORNER OF THE BUILDING, AND
 GB0635'4 FEET ABOVE THE GROUND.  A TENNESSEE VALLEY AUTHORITY
 GB0635'PROPERTY-SURVEY STANDARD DISK, STAMPED U 131 1936 AND SET
 GB0635'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2347 ***********************************************************************
 GA2347  DESIGNATION -  U 132
 GA2347  PID         -  GA2347
 GA2347  STATE/COUNTY-  TN/CLAIBORNE
 GA2347  USGS QUAD   -  AUSMUS (1980)
 GA2347
 GA2347                         *CURRENT SURVEY CONTROL
 GA2347  ___________________________________________________________________
 GA2347* NAD 83(1986)-  36 28 17.     (N)    083 51 11.     (W)     SCALED    
 GA2347* NAVD 88     -       350.998  (meters)    1151.57   (feet)  ADJUSTED  
 GA2347  ___________________________________________________________________
 GA2347  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2347  DYNAMIC HT  -         350.690 (meters)    1150.56  (feet)  COMP
 GA2347  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 GA2347
 GA2347  VERT ORDER  -  SECOND    CLASS 0
 GA2347
 GA2347.The horizontal coordinates were scaled from a topographic map and have
 GA2347.an estimated accuracy of +/- 6 seconds.
 GA2347
 GA2347.The orthometric height was determined by differential leveling
 GA2347.and adjusted by the National Geodetic Survey in June 1991..
 GA2347
 GA2347.The geoid height was determined by GEOID03.
 GA2347
 GA2347.The dynamic height is computed by dividing the NAVD 88
 GA2347.geopotential number by the normal gravity value computed on the
 GA2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2347.degrees latitude (g = 980.6199 gals.).
 GA2347
 GA2347.The modeled gravity was interpolated from observed gravity values.
 GA2347
 GA2347;                    North         East    Units  Estimated Accuracy
 GA2347;SPC TN       -   239,330.      792,400.      MT  (+/- 180 meters Scaled)
 GA2347
 GA2347                          SUPERSEDED SURVEY CONTROL
 GA2347
 GA2347  NGVD 29 (??/??/92)  351.144  (m)         1152.04   (f) ADJ UNCH    2 0
 GA2347
 GA2347.Superseded values are not recommended for survey control.
 GA2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2347.See file dsdata.txt to determine how the superseded data were derived.
 GA2347
 GA2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA443400(NAD 83)
 GA2347_MARKER: DB = BENCH MARK DISK
 GA2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2347_SP_SET: CULVERT
 GA2347_STAMPING: U 132 1936
 GA2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2347
 GA2347  HISTORY     - Date     Condition        Report By
 GA2347  HISTORY     - 1936     MONUMENTED       CGS
 GA2347  HISTORY     - 1949     GOOD             NGS
 GA2347  HISTORY     - 1965     GOOD             NGS
 GA2347
 GA2347                          STATION DESCRIPTION
 GA2347
 GA2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2347'12.5 MI W FROM ARTHUR.
 GA2347'12.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2347'STATION AT ARTHUR, CLAIBORNE COUNTY, 4.3 MILES WEST OF THE
 GA2347'POWELL VALLEY HIGH SCHOOL, 2.1 MILES EAST OF THE SPEEDWELL CHURCH,
 GA2347'AT THE POINT WHERE THE HIGHWAY RELOCATION PROJECT JOINS THE OLD
 GA2347'ROAD, AND IN THE TOP OF THE NORTH HEADWALL OF A NEW CONCRETE
 GA2347'CULVERT.  A STANDARD DISK, STAMPED U 132 1936.
 GA2347
 GA2347                          STATION RECOVERY (1965)
 GA2347
 GA2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0849 ***********************************************************************
 GD0849  DESIGNATION -  U 133
 GD0849  PID         -  GD0849
 GD0849  STATE/COUNTY-  TN/LAKE
 GD0849  USGS QUAD   -  MOORING (1983)
 GD0849
 GD0849                         *CURRENT SURVEY CONTROL
 GD0849  ___________________________________________________________________
 GD0849* NAD 83(1986)-  36 16 45.     (N)    089 31 03.     (W)     SCALED    
 GD0849* NAVD 88     -        84.454  (meters)     277.08   (feet)  ADJUSTED  
 GD0849  ___________________________________________________________________
 GD0849  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0849  DYNAMIC HT  -          84.385 (meters)     276.85  (feet)  COMP
 GD0849  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 GD0849
 GD0849  VERT ORDER  -  FIRST     CLASS II
 GD0849
 GD0849.The horizontal coordinates were scaled from a topographic map and have
 GD0849.an estimated accuracy of +/- 6 seconds.
 GD0849
 GD0849.The orthometric height was determined by differential leveling
 GD0849.and adjusted by the National Geodetic Survey in June 1991..
 GD0849
 GD0849.The geoid height was determined by GEOID03.
 GD0849
 GD0849.The dynamic height is computed by dividing the NAVD 88
 GD0849.geopotential number by the normal gravity value computed on the
 GD0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0849.degrees latitude (g = 980.6199 gals.).
 GD0849
 GD0849.The modeled gravity was interpolated from observed gravity values.
 GD0849
 GD0849;                    North         East    Units  Estimated Accuracy
 GD0849;SPC TN       -   221,570.      284,050.      MT  (+/- 180 meters Scaled)
 GD0849
 GD0849                          SUPERSEDED SURVEY CONTROL
 GD0849
 GD0849  NGVD 29 (??/??/??)   84.378  (m)          276.83   (f) ADJUSTED    1 2
 GD0849
 GD0849.Superseded values are not recommended for survey control.
 GD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0849.See file dsdata.txt to determine how the superseded data were derived.
 GD0849
 GD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF738178(NAD 83)
 GD0849_MARKER: DB = BENCH MARK DISK
 GD0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0849_STAMPING: U 133 1957
 GD0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0849+STABILITY: SURFACE MOTION
 GD0849
 GD0849  HISTORY     - Date     Condition        Report By
 GD0849  HISTORY     - 1957     MONUMENTED       CGS
 GD0849  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD0849
 GD0849                          STATION DESCRIPTION
 GD0849
 GD0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0849'2.4 MI S FROM MOORING.
 GD0849'2.35 MILES SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AND ROAD
 GD0849'JUNCTION AT MOORING, ABOUT 0.55 MILE NORTH OF JUNCTION OF A
 GD0849'BLACK TOP ROAD EAST, AT A FARM HOUSE, 42 FEET WEST OF CENTER LINE
 GD0849'OF ROAD, 28 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE,
 GD0849'88 FEET NORTH OF A LONE 60-INCH OAK TREE, 1 1/2 FEET SOUTH OF
 GD0849'A POWER POLE, 1 FOOT NORTH OF A CONCRETE WITNESS POST, ABOUT
 GD0849'2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 GD0849'POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 GD0849'ILLINOIS CENTRAL RAILROAD STATION AT RIDGELY BY GOING ABOUT
 GD0849'1.5 MILES WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.25 MILES
 GD0849'NORTH ALONG A BLACK TOP ROAD.
 GD0849
 GD0849                          STATION RECOVERY (2002)
 GD0849
 GD0849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0849'SUSPECTED DESTROYED AND NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0928 ***********************************************************************
 FE0928  DESIGNATION -  U 134
 FE0928  PID         -  FE0928
 FE0928  STATE/COUNTY-  TN/LAUDERDALE
 FE0928  USGS QUAD   -  GATES (1983)
 FE0928
 FE0928                         *CURRENT SURVEY CONTROL
 FE0928  ___________________________________________________________________
 FE0928* NAD 83(1986)-  35 52 01.     (N)    089 23 48.     (W)     SCALED    
 FE0928* NAVD 88     -        90.844  (meters)     298.04   (feet)  ADJUSTED  
 FE0928  ___________________________________________________________________
 FE0928  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE0928  DYNAMIC HT  -          90.766 (meters)     297.79  (feet)  COMP
 FE0928  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 FE0928
 FE0928  VERT ORDER  -  FIRST     CLASS I
 FE0928
 FE0928.The horizontal coordinates were scaled from a topographic map and have
 FE0928.an estimated accuracy of +/- 6 seconds.
 FE0928
 FE0928.The orthometric height was determined by differential leveling
 FE0928.and adjusted by the National Geodetic Survey in June 1991..
 FE0928
 FE0928.The geoid height was determined by GEOID03.
 FE0928
 FE0928.The dynamic height is computed by dividing the NAVD 88
 FE0928.geopotential number by the normal gravity value computed on the
 FE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0928.degrees latitude (g = 980.6199 gals.).
 FE0928
 FE0928.The modeled gravity was interpolated from observed gravity values.
 FE0928
 FE0928;                    North         East    Units  Estimated Accuracy
 FE0928;SPC TN       -   175,480.      293,310.      MT  (+/- 180 meters Scaled)
 FE0928
 FE0928                          SUPERSEDED SURVEY CONTROL
 FE0928
 FE0928  NGVD 29 (??/??/??)   90.787  (m)          297.86   (f) ADJUSTED    1 1
 FE0928
 FE0928.Superseded values are not recommended for survey control.
 FE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0928.See file dsdata.txt to determine how the superseded data were derived.
 FE0928
 FE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE836718(NAD 83)
 FE0928_MARKER: DB = BENCH MARK DISK
 FE0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0928_SP_SET: BRIDGE
 FE0928_STAMPING: U 134 1957
 FE0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0928
 FE0928  HISTORY     - Date     Condition        Report By
 FE0928  HISTORY     - 1957     MONUMENTED       CGS
 FE0928  HISTORY     - 1974     GOOD             NGS
 FE0928  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0928
 FE0928                          STATION DESCRIPTION
 FE0928
 FE0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0928'0.6 MI S FROM HALLS.
 FE0928'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE WATER
 FE0928'PLANT BUILDING AT HALLS, AT A 60 FOOT CONCRETE HIGHWAY BRIDGE, 12
 FE0928'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 FE0928'THE NORTHEAST CONCRETE WINGWALL OF BRIDGE, 1 FOOT EAST OF THE
 FE0928'NORTH END OF THE EAST CONCRETE BANISTER, AND LEVEL WITH THE
 FE0928'HIGHWAY.
 FE0928
 FE0928                          STATION RECOVERY (2002)
 FE0928
 FE0928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0928'MARK DESTROYED DUE TO BRIDGE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0391 ***********************************************************************
 GD0391  DESIGNATION -  U 14
 GD0391  PID         -  GD0391
 GD0391  STATE/COUNTY-  TN/GIBSON
 GD0391  USGS QUAD   -  DYER (1985)
 GD0391
 GD0391                         *CURRENT SURVEY CONTROL
 GD0391  ___________________________________________________________________
 GD0391* NAD 83(1986)-  36 04 05.     (N)    088 59 40.     (W)     SCALED    
 GD0391* NAVD 88     -       109.544  (meters)     359.40   (feet)  ADJUSTED  
 GD0391  ___________________________________________________________________
 GD0391  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0391  DYNAMIC HT  -         109.452 (meters)     359.09  (feet)  COMP
 GD0391  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GD0391
 GD0391  VERT ORDER  -  SECOND    CLASS 0
 GD0391
 GD0391.The horizontal coordinates were scaled from a topographic map and have
 GD0391.an estimated accuracy of +/- 6 seconds.
 GD0391
 GD0391.The orthometric height was determined by differential leveling
 GD0391.and adjusted by the National Geodetic Survey in June 1991..
 GD0391
 GD0391.The geoid height was determined by GEOID03.
 GD0391
 GD0391.The dynamic height is computed by dividing the NAVD 88
 GD0391.geopotential number by the normal gravity value computed on the
 GD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0391.degrees latitude (g = 980.6199 gals.).
 GD0391
 GD0391.The modeled gravity was interpolated from observed gravity values.
 GD0391
 GD0391;                    North         East    Units  Estimated Accuracy
 GD0391;SPC TN       -   196,590.      330,300.      MT  (+/- 180 meters Scaled)
 GD0391
 GD0391                          SUPERSEDED SURVEY CONTROL
 GD0391
 GD0391  NGVD 29 (??/??/??)  109.570  (m)          359.48   (f) ADJUSTED    2 0
 GD0391
 GD0391.Superseded values are not recommended for survey control.
 GD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0391.See file dsdata.txt to determine how the superseded data were derived.
 GD0391
 GD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE203933(NAD 83)
 GD0391_MARKER: DB = BENCH MARK DISK
 GD0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0391_STAMPING: U 14 1935
 GD0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0391+STABILITY: SURFACE MOTION
 GD0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0391+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 GD0391
 GD0391  HISTORY     - Date     Condition        Report By
 GD0391  HISTORY     - 1935     MONUMENTED       CGS
 GD0391  HISTORY     - 1967     GOOD             CGS
 GD0391  HISTORY     - 20020419 GOOD             USACE
 GD0391
 GD0391                          STATION DESCRIPTION
 GD0391
 GD0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0391'AT DYER.
 GD0391'THE MARK IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 GD0391'OF W. FRONT STREET AND BROAD STREET IN DYER NEAR THE NORTHEAST
 GD0391'CORNER OF THE METHODIST CHURCH YARD, 100 FEET WEST OF THE CENTER
 GD0391'OF THE MOBILE AND OHIO RAILROAD TRACKS, 86 FEET NORTH OF THE
 GD0391'NORTHEAST CORNER OF THE CHURCH BUILDING, 46 FEET NORTH OF A
 GD0391'20-INCH PIN OAK, 44 FEET EAST-NORTHEAST OF A 20-INCH PIN OAK, 32
 GD0391'FEET SOUTH OF THE CENTER OF W. FRONT STREET, AND 15 FEET
 GD0391'WEST-SOUTHWEST OF THE EAST END OF A SIDEWALK.  NO WITNESS POST
 GD0391'WAS SET DUE TO THE LOCATION OF THE MARK IN A LAWN AREA.  IT IS
 GD0391'A STANDARD DISK SET IN THE TOP OF A 6-INCH, SQUARE, FLUSH,
 GD0391'CONCRETE MONUMENT AND THE DISK IS STAMPED U 14 1935.
 GD0391
 GD0391                          STATION RECOVERY (2002)
 GD0391
 GD0391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5302 ***********************************************************************
 DG5302  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5302  DESIGNATION -  U 14X
 DG5302  PID         -  DG5302
 DG5302  STATE/COUNTY-  TN/GIBSON
 DG5302  USGS QUAD   -  DYER (1985)
 DG5302
 DG5302                         *CURRENT SURVEY CONTROL
 DG5302  ___________________________________________________________________
 DG5302* NAD 83(1995)-  36 04 08.97653(N)    088 59 40.16353(W)     ADJUSTED  
 DG5302* NAVD 88     -       108.45   (meters)     355.8    (feet)  GPS OBS   
 DG5302  ___________________________________________________________________
 DG5302  X           -      90,577.765 (meters)                     COMP
 DG5302  Y           -  -5,160,754.443 (meters)                     COMP
 DG5302  Z           -   3,734,444.596 (meters)                     COMP
 DG5302  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DG5302  ELLIP HEIGHT-          80.27  (meters)          (04/05/04) GPS OBS
 DG5302  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG5302
 DG5302  HORZ ORDER  -  B
 DG5302  ELLP ORDER  -  THIRD     CLASS II
 DG5302
 DG5302.The horizontal coordinates were established by GPS observations
 DG5302.and adjusted by the National Geodetic Survey in April 2004..
 DG5302
 DG5302.The orthometric height was determined by GPS observations and a
 DG5302.high-resolution geoid model using precise GPS observation and
 DG5302.processing techniques. It supersedes the leveled height previously
 DG5302.determined for this station.
 DG5302
 DG5302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5302
 DG5302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5302
 DG5302.The ellipsoidal height was determined by GPS observations
 DG5302.and is referenced to NAD 83.
 DG5302
 DG5302.The geoid height was determined by GEOID03.
 DG5302
 DG5302;                    North         East     Units Scale Factor Converg.
 DG5302;SPC TN       -   196,715.511   330,295.433   MT  0.99995679   -1 45 11.1
 DG5302;SPC TN       -   645,390.81  1,083,644.27   sFT  0.99995679   -1 45 11.1
 DG5302;UTM  16      - 3,993,460.386   320,387.230   MT  0.99999752   -1 10 28.5
 DG5302
 DG5302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5302!SPC TN       -   0.99998740  x   0.99995679  =   0.99994419
 DG5302!UTM  16      -   0.99998740  x   0.99999752  =   0.99998492
 DG5302
 DG5302                          SUPERSEDED SURVEY CONTROL
 DG5302
 DG5302  NAVD 88 (04/05/04)  108.50   (m)          356.0    (f) LEVELING    3  
 DG5302
 DG5302.Superseded values are not recommended for survey control.
 DG5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5302.See file dsdata.txt to determine how the superseded data were derived.
 DG5302
 DG5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2038793460(NAD 83)
 DG5302_MARKER: DD = SURVEY DISK
 DG5302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5302_SP_SET: SET IN TOP OF CONCRETE CURB
 DG5302_STAMPING: U14X 2002
 DG5302_MARK LOGO: USACE 
 DG5302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5302+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 DG5302
 DG5302  HISTORY     - Date     Condition        Report By
 DG5302  HISTORY     - 20020618 MONUMENTED       EMCINC
 DG5302
 DG5302                          STATION DESCRIPTION
 DG5302
 DG5302'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5302'MARK IS LOCATED IN DYER, TN AT THE INTERSECTION OF E. FRONT ST. AND
 DG5302'OAK ST.TO REACH MARK FROM INTERSECTION OF ST HWY 77 AND US HWY 49W GO
 DG5302'SOUTH ON US 49W FOR 0.25 MI TO PARKVIEW DR. ON LEFT, THENCE PROCEED E.
 DG5302'0.05 MI TO E. FRONT ST., THENCE PROCEED SOUTH ON E. FRONT ST. 0.1MI TO
 DG5302'MARK ON LEFT.MARK IS 84.8M (279.8FT) NORTH OF BENCH MARK U14, 8.7M
 DG5302'(28.5FT) NORTHEAST OF EAST MOST RR TRACK, AND 7.8M (25.6FT) SOUTHEAST
 DG5302'OF INTERSECTION OF E. FRONT ST. AND OAK ST.MARK IS A US ARMY COE
 DG5302'BRONZE CAP SET IN TOP OF CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0485 ***********************************************************************
 FC0485  DESIGNATION -  U 15
 FC0485  PID         -  FC0485
 FC0485  STATE/COUNTY-  TN/MCMINN
 FC0485  USGS QUAD   -  ATHENS (1990)
 FC0485
 FC0485                         *CURRENT SURVEY CONTROL
 FC0485  ___________________________________________________________________
 FC0485* NAD 83(1986)-  35 25 34.     (N)    084 31 11.     (W)     SCALED    
 FC0485* NAVD 88     -       243.531  (meters)     798.98   (feet)  ADJUSTED  
 FC0485  ___________________________________________________________________
 FC0485  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0485  DYNAMIC HT  -         243.295 (meters)     798.21  (feet)  COMP
 FC0485  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 FC0485
 FC0485  VERT ORDER  -  SECOND    CLASS 0
 FC0485
 FC0485.The horizontal coordinates were scaled from a topographic map and have
 FC0485.an estimated accuracy of +/- 6 seconds.
 FC0485
 FC0485.The orthometric height was determined by differential leveling
 FC0485.and adjusted by the National Geodetic Survey in June 1991..
 FC0485
 FC0485.The geoid height was determined by GEOID03.
 FC0485
 FC0485.The dynamic height is computed by dividing the NAVD 88
 FC0485.geopotential number by the normal gravity value computed on the
 FC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0485.degrees latitude (g = 980.6199 gals.).
 FC0485
 FC0485.The modeled gravity was interpolated from observed gravity values.
 FC0485
 FC0485;                    North         East    Units  Estimated Accuracy
 FC0485;SPC TN       -   122,260.      734,420.      MT  (+/- 180 meters Scaled)
 FC0485
 FC0485                          SUPERSEDED SURVEY CONTROL
 FC0485
 FC0485  NGVD 29 (??/??/92)  243.610  (m)          799.24   (f) ADJ UNCH    2 0
 FC0485
 FC0485.Superseded values are not recommended for survey control.
 FC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0485.See file dsdata.txt to determine how the superseded data were derived.
 FC0485
 FC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE251231(NAD 83)
 FC0485_MARKER: DB = BENCH MARK DISK
 FC0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0485_STAMPING: U 15 1933
 FC0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0485+STABILITY: SURFACE MOTION
 FC0485
 FC0485  HISTORY     - Date     Condition        Report By
 FC0485  HISTORY     - 1933     MONUMENTED       CGS
 FC0485  HISTORY     - 1949     GOOD             NGS
 FC0485
 FC0485                          STATION DESCRIPTION
 FC0485
 FC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0485'1.8 MI W FROM ENGLEWOOD.
 FC0485'1.8 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0485'ENGLEWOOD, MC MINN COUNTY, 0.5 MILE EAST OF MILEPOST L 329, 35 FEET
 FC0485'NORTH OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 39, 29 FEET
 FC0485'NORTHEAST OF THE NORTHEAST RAIL, 24 FEET NORTHWEST OF THE
 FC0485'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE NORTHEAST
 FC0485'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A
 FC0485'STANDARD DISK, STAMPED U 15 1933 AND SET IN THE TOP OF A CONCRETE
 FC0485'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0937 ***********************************************************************
 GD0937  DESIGNATION -  U 152
 GD0937  PID         -  GD0937
 GD0937  STATE/COUNTY-  TN/DYER
 GD0937  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0937
 GD0937                         *CURRENT SURVEY CONTROL
 GD0937  ___________________________________________________________________
 GD0937* NAD 83(1986)-  36 00 35.     (N)    089 35 45.     (W)     SCALED    
 GD0937* NAVD 88     -        80.086  (meters)     262.75   (feet)  ADJUSTED  
 GD0937  ___________________________________________________________________
 GD0937  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0937  DYNAMIC HT  -          80.019 (meters)     262.53  (feet)  COMP
 GD0937  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GD0937
 GD0937  VERT ORDER  -  SECOND    CLASS 0
 GD0937
 GD0937.The horizontal coordinates were scaled from a topographic map and have
 GD0937.an estimated accuracy of +/- 6 seconds.
 GD0937
 GD0937.The orthometric height was determined by differential leveling
 GD0937.and adjusted by the National Geodetic Survey in June 1991..
 GD0937
 GD0937.The geoid height was determined by GEOID03.
 GD0937
 GD0937.The dynamic height is computed by dividing the NAVD 88
 GD0937.geopotential number by the normal gravity value computed on the
 GD0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0937.degrees latitude (g = 980.6199 gals.).
 GD0937
 GD0937.The modeled gravity was interpolated from observed gravity values.
 GD0937
 GD0937;                    North         East    Units  Estimated Accuracy
 GD0937;SPC TN       -   191,950.      275,910.      MT  (+/- 180 meters Scaled)
 GD0937
 GD0937                          SUPERSEDED SURVEY CONTROL
 GD0937
 GD0937  NGVD 29 (??/??/??)   80.027  (m)          262.56   (f) ADJUSTED    2 0
 GD0937
 GD0937.Superseded values are not recommended for survey control.
 GD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0937.See file dsdata.txt to determine how the superseded data were derived.
 GD0937
 GD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE660881(NAD 83)
 GD0937_MARKER: DB = BENCH MARK DISK
 GD0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0937_STAMPING: U 152 1943
 GD0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0937+STABILITY: SURFACE MOTION
 GD0937
 GD0937  HISTORY     - Date     Condition        Report By
 GD0937  HISTORY     - 1943     MONUMENTED       CGS
 GD0937  HISTORY     - 20020419 POOR             USACE
 GD0937
 GD0937                          STATION DESCRIPTION
 GD0937
 GD0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0937'1 MI W FROM FINLEY.
 GD0937'IN DYER COUNTY, 1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE
 GD0937'POST OFFICE AT FINLEY, THENCE 7.4 MILES SOUTHWEST ALONG A PAVED
 GD0937'ROAD, AND THENCE 0.15 MILE SOUTH ALONG ANOTHER ROAD, 10.2 MILES
 GD0937'NORTHEAST OF HALES POINT, LAUDERDALE COUNTY, AT RUSH SLOUGH
 GD0937'SCHOOL, 82 FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET
 GD0937'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, AT THE
 GD0937'WATER PUMP, IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION,
 GD0937'AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GD0937'U 152 1943.
 GD0937
 GD0937                          STATION RECOVERY (2002)
 GD0937
 GD0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0937'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0462 ***********************************************************************
 FE0462  DESIGNATION -  U 154
 FE0462  PID         -  FE0462
 FE0462  STATE/COUNTY-  TN/HARDEMAN
 FE0462  USGS QUAD   -  MIDDLETON (1980)
 FE0462
 FE0462                         *CURRENT SURVEY CONTROL
 FE0462  ___________________________________________________________________
 FE0462* NAD 83(1986)-  35 03 43.     (N)    088 52 35.     (W)     SCALED    
 FE0462* NAVD 88     -       119.505  (meters)     392.08   (feet)  ADJUSTED  
 FE0462  ___________________________________________________________________
 FE0462  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0462  DYNAMIC HT  -         119.392 (meters)     391.71  (feet)  COMP
 FE0462  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FE0462
 FE0462  VERT ORDER  -  FIRST     CLASS II
 FE0462
 FE0462.The horizontal coordinates were scaled from a topographic map and have
 FE0462.an estimated accuracy of +/- 6 seconds.
 FE0462
 FE0462.The orthometric height was determined by differential leveling
 FE0462.and adjusted by the National Geodetic Survey in June 1991..
 FE0462
 FE0462.The geoid height was determined by GEOID03.
 FE0462
 FE0462.The dynamic height is computed by dividing the NAVD 88
 FE0462.geopotential number by the normal gravity value computed on the
 FE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0462.degrees latitude (g = 980.6199 gals.).
 FE0462
 FE0462.The modeled gravity was interpolated from observed gravity values.
 FE0462
 FE0462;                    North         East    Units  Estimated Accuracy
 FE0462;SPC TN       -    84,700.      337,650.      MT  (+/- 180 meters Scaled)
 FE0462
 FE0462                          SUPERSEDED SURVEY CONTROL
 FE0462
 FE0462  NGVD 29 (??/??/??)  119.479  (m)          391.99   (f) ADJUSTED    1 2
 FE0462
 FE0462.Superseded values are not recommended for survey control.
 FE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0462.See file dsdata.txt to determine how the superseded data were derived.
 FE0462
 FE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD288815(NAD 83)
 FE0462_MARKER: DB = BENCH MARK DISK
 FE0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0462_SP_SET: CONCRETE BASE
 FE0462_STAMPING: U 154 1944
 FE0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0462
 FE0462  HISTORY     - Date     Condition        Report By
 FE0462  HISTORY     - 1944     MONUMENTED       CGS
 FE0462  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0462
 FE0462                          STATION DESCRIPTION
 FE0462
 FE0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0462'0.7 MI E FROM MIDDLETON.
 FE0462'0.7 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0462'MIDDLETON, HARDEMAN COUNTY, 100 FEET EAST OF THE EAST END OF
 FE0462'A PASSING TRACK, AT BLOCK SIGNAL 4817 A, IN THE TOP OF THE
 FE0462'SOUTHEAST CORNER OF THE CONCRETE BASE, 9.5 FEET NORTH OF THE
 FE0462'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 FE0462'TRACK.  A STANDARD DISK, STAMPED U 154 1944.
 FE0462
 FE0462                          STATION RECOVERY (1983)
 FE0462
 FE0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0462'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0289 ***********************************************************************
 FE0289  DESIGNATION -  U 155
 FE0289  PID         -  FE0289
 FE0289  STATE/COUNTY-  TN/HARDIN
 FE0289  USGS QUAD   -  COUNCE (1984)
 FE0289
 FE0289                         *CURRENT SURVEY CONTROL
 FE0289  ___________________________________________________________________
 FE0289* NAD 83(1986)-  35 05 31.     (N)    088 18 26.     (W)     SCALED    
 FE0289* NAVD 88     -       120.149  (meters)     394.19   (feet)  ADJUSTED  
 FE0289  ___________________________________________________________________
 FE0289  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0289  DYNAMIC HT  -         120.039 (meters)     393.83  (feet)  COMP
 FE0289  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FE0289
 FE0289  VERT ORDER  -  FIRST     CLASS II
 FE0289
 FE0289.The horizontal coordinates were scaled from a topographic map and have
 FE0289.an estimated accuracy of +/- 6 seconds.
 FE0289
 FE0289.The orthometric height was determined by differential leveling
 FE0289.and adjusted by the National Geodetic Survey in June 1991..
 FE0289
 FE0289.The geoid height was determined by GEOID03.
 FE0289
 FE0289.The dynamic height is computed by dividing the NAVD 88
 FE0289.geopotential number by the normal gravity value computed on the
 FE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0289.degrees latitude (g = 980.6199 gals.).
 FE0289
 FE0289.The modeled gravity was interpolated from observed gravity values.
 FE0289
 FE0289;                    North         East    Units  Estimated Accuracy
 FE0289;SPC TN       -    86,650.      389,630.      MT  (+/- 180 meters Scaled)
 FE0289
 FE0289                          SUPERSEDED SURVEY CONTROL
 FE0289
 FE0289  NGVD 29 (??/??/??)  120.158  (m)          394.22   (f) ADJUSTED    1 2
 FE0289
 FE0289.Superseded values are not recommended for survey control.
 FE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0289.See file dsdata.txt to determine how the superseded data were derived.
 FE0289
 FE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD808840(NAD 83)
 FE0289_MARKER: DB = BENCH MARK DISK
 FE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0289_STAMPING: U 155 1944
 FE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0289+STABILITY: SURFACE MOTION
 FE0289
 FE0289  HISTORY     - Date     Condition        Report By
 FE0289  HISTORY     - 1944     MONUMENTED       CGS
 FE0289  HISTORY     - 1947     GOOD             CGS
 FE0289  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0289
 FE0289                          STATION DESCRIPTION
 FE0289
 FE0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0289'0.3 MI S FROM HAMBURG.
 FE0289'0.3 MILE SOUTH ALONG THE COUNCE ROAD FROM THE MAIN ROAD JUNCTION
 FE0289'AT HAMBURG, AT THE JUNCTION OF A GRAVEL ROAD SOUTH AND A ROAD
 FE0289'SOUTHEAST TO COUNCE, 37 FEET EAST OF THE CENTER LINE OF THE ROAD
 FE0289'SOUTH AND THE JUNCTION OF THE COUNCE ROAD, 28 FEET NORTH OF A
 FE0289'TRIANGULAR BLAZED 24-INCH OAK TREE, 67 FEET EAST AND ACROSS THE
 FE0289'ROAD FROM A 36-INCH TRIANGULAR BLAZED OAK TREE, 2 FEET SOUTH OF
 FE0289'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE JUNCTION AND
 FE0289'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0289'NOTE-- POSSIBLY STILL IN AND COVERED BY MOUND OF DIRT PUSHED BACK
 FE0289'FROM ROAD BANK.
 FE0289
 FE0289                          STATION RECOVERY (1972)
 FE0289
 FE0289'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0980 ***********************************************************************
 FE0980  DESIGNATION -  U 156
 FE0980  PID         -  FE0980
 FE0980  STATE/COUNTY-  TN/FAYETTE
 FE0980  USGS QUAD   -  MOSCOW SE (1983)
 FE0980
 FE0980                         *CURRENT SURVEY CONTROL
 FE0980  ___________________________________________________________________
 FE0980* NAD 83(1986)-  35 03 10.     (N)    089 19 51.     (W)     SCALED    
 FE0980* NAVD 88     -       146.549  (meters)     480.80   (feet)  ADJUSTED  
 FE0980  ___________________________________________________________________
 FE0980  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0980  DYNAMIC HT  -         146.411 (meters)     480.35  (feet)  COMP
 FE0980  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FE0980
 FE0980  VERT ORDER  -  FIRST     CLASS II
 FE0980
 FE0980.The horizontal coordinates were scaled from a topographic map and have
 FE0980.an estimated accuracy of +/- 6 seconds.
 FE0980
 FE0980.The orthometric height was determined by differential leveling
 FE0980.and adjusted by the National Geodetic Survey in June 1991..
 FE0980
 FE0980.The geoid height was determined by GEOID03.
 FE0980
 FE0980.The dynamic height is computed by dividing the NAVD 88
 FE0980.geopotential number by the normal gravity value computed on the
 FE0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0980.degrees latitude (g = 980.6199 gals.).
 FE0980
 FE0980.The modeled gravity was interpolated from observed gravity values.
 FE0980
 FE0980;                    North         East    Units  Estimated Accuracy
 FE0980;SPC TN       -    84,990.      296,180.      MT  (+/- 180 meters Scaled)
 FE0980
 FE0980                          SUPERSEDED SURVEY CONTROL
 FE0980
 FE0980  NGVD 29 (??/??/??)  146.493  (m)          480.62   (f) ADJUSTED    1 2
 FE0980
 FE0980.Superseded values are not recommended for survey control.
 FE0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0980.See file dsdata.txt to determine how the superseded data were derived.
 FE0980
 FE0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD874813(NAD 83)
 FE0980_MARKER: DB = BENCH MARK DISK
 FE0980_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0980_STAMPING: U 156 1944
 FE0980_MARK LOGO: CGS   
 FE0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0980+STABILITY: SURFACE MOTION
 FE0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0980+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE0980
 FE0980  HISTORY     - Date     Condition        Report By
 FE0980  HISTORY     - 1944     MONUMENTED       CGS
 FE0980  HISTORY     - 1983     GOOD             NGS
 FE0980  HISTORY     - 20020924 GOOD             USACE
 FE0980  HISTORY     - 20060430 GOOD             GEOCAC
 FE0980
 FE0980                          STATION DESCRIPTION
 FE0980
 FE0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0980'4.4 MI E FROM MOSCOW.
 FE0980'4.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0980'MOSCOW, FAYETTE COUNTY, 0.4 MILE WEST OF MILEPOST 508, 0.1 MILE
 FE0980'EAST OF BLOCK SIGNAL 5085 A, 150 FEET SOUTH OF THE CENTERLINE
 FE0980'OF THE TRACK, AT A CONCRETE CULVERT UNDER STATE HIGHWAY 57, IN
 FE0980'THE TOP OF THE WEST END OF THE NORTH HEADWALL, 26.5 FEET NORTH
 FE0980'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN
 FE0980'THE HIGHWAY.  A STANDARD DISK, STAMPED U 156 1944.
 FE0980
 FE0980                          STATION RECOVERY (1983)
 FE0980
 FE0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0980'RECOVERED IN GOOD CONDITION.
 FE0980'THE MARK IS 0.61 M BELOW HIGHWAY.
 FE0980
 FE0980                          STATION RECOVERY (2002)
 FE0980
 FE0980'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0980'RECOVERED IN GOOD CONDITION.
 FE0980
 FE0980                          STATION RECOVERY (2006)
 FE0980
 FE0980'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0980'PREVIOUS DESCRIPTIONS ARE GOOD.
 FE0980'MARK IS JUST EAST OF MILE POST 18, AND IS ACROSS THE STREET FROM A
 FE0980'DRIVEWAY TO AN ABANDONED BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0556 ***********************************************************************
 FE0556  DESIGNATION -  U 157
 FE0556  PID         -  FE0556
 FE0556  STATE/COUNTY-  TN/MCNAIRY
 FE0556  USGS QUAD   -  GUYS (1983)
 FE0556
 FE0556                         *CURRENT SURVEY CONTROL
 FE0556  ___________________________________________________________________
 FE0556* NAD 83(1986)-  35 03 01.     (N)    088 35 06.     (W)     SCALED    
 FE0556* NAVD 88     -       125.891  (meters)     413.03   (feet)  ADJUSTED  
 FE0556  ___________________________________________________________________
 FE0556  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0556  DYNAMIC HT  -         125.772 (meters)     412.64  (feet)  COMP
 FE0556  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FE0556
 FE0556  VERT ORDER  -  FIRST     CLASS II
 FE0556
 FE0556.The horizontal coordinates were scaled from a topographic map and have
 FE0556.an estimated accuracy of +/- 6 seconds.
 FE0556
 FE0556.The orthometric height was determined by differential leveling
 FE0556.and adjusted by the National Geodetic Survey in June 1991..
 FE0556
 FE0556.The geoid height was determined by GEOID03.
 FE0556
 FE0556.The dynamic height is computed by dividing the NAVD 88
 FE0556.geopotential number by the normal gravity value computed on the
 FE0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0556.degrees latitude (g = 980.6199 gals.).
 FE0556
 FE0556.The modeled gravity was interpolated from observed gravity values.
 FE0556
 FE0556;                    North         East    Units  Estimated Accuracy
 FE0556;SPC TN       -    82,660.      364,180.      MT  (+/- 180 meters Scaled)
 FE0556
 FE0556                          SUPERSEDED SURVEY CONTROL
 FE0556
 FE0556  NGVD 29 (??/??/??)  125.879  (m)          412.99   (f) ADJUSTED    1 2
 FE0556
 FE0556.Superseded values are not recommended for survey control.
 FE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0556.See file dsdata.txt to determine how the superseded data were derived.
 FE0556
 FE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD554797(NAD 83)
 FE0556_MARKER: DB = BENCH MARK DISK
 FE0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0556_STAMPING: U 157 1944
 FE0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0556+STABILITY: SURFACE MOTION
 FE0556
 FE0556  HISTORY     - Date     Condition        Report By
 FE0556  HISTORY     - 1944     MONUMENTED       CGS
 FE0556  HISTORY     - 1948     GOOD             CGS
 FE0556  HISTORY     - 1972     GOOD             TVA
 FE0556
 FE0556                          STATION DESCRIPTION
 FE0556
 FE0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0556'2 MI N FROM GUYS.
 FE0556'ABOUT 2.05 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0556'FROM THE STATION AT GUYS, ABOUT 2.5 MILES SOUTHEAST OF THE
 FE0556'STATION AT RAMER, ABOUT 0.25 MILE NORTHWEST OF MILE POST 338, 58
 FE0556'YARDS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO. 338/30, 35.5
 FE0556'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE TRACK, 25 FEET
 FE0556'SOUTH-SOUTHWEST OF A RELAY BOX, 9 FEET NORTH OF A TELEPHONE
 FE0556'POLE, 4 FEET NORTH-NORTHEAST OF AN UPRIGHT RAIL IN GROUND, 142
 FE0556'YARDS NORTHWEST OF A FIELD ROAD CROSSING, 2 FEET SOUTHEAST OF A
 FE0556'WHITE WOODEN WITNESS POST, 7 FEET BELOW THE TRACK AND SET IN THE
 FE0556'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0556
 FE0556                          STATION RECOVERY (1972)
 FE0556
 FE0556'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0514 ***********************************************************************
 FE0514  DESIGNATION -  U 158
 FE0514  PID         -  FE0514
 FE0514  STATE/COUNTY-  TN/MCNAIRY
 FE0514  USGS QUAD   -  MT PETER (1972)
 FE0514
 FE0514                         *CURRENT SURVEY CONTROL
 FE0514  ___________________________________________________________________
 FE0514* NAD 83(1986)-  35 19 23.     (N)    088 37 20.     (W)     SCALED    
 FE0514* NAVD 88     -       135.526  (meters)     444.64   (feet)  ADJUSTED  
 FE0514  ___________________________________________________________________
 FE0514  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0514  DYNAMIC HT  -         135.402 (meters)     444.23  (feet)  COMP
 FE0514  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FE0514
 FE0514  VERT ORDER  -  FIRST     CLASS II
 FE0514
 FE0514.The horizontal coordinates were scaled from a topographic map and have
 FE0514.an estimated accuracy of +/- 6 seconds.
 FE0514
 FE0514.The orthometric height was determined by differential leveling
 FE0514.and adjusted by the National Geodetic Survey in June 1991..
 FE0514
 FE0514.The geoid height was determined by GEOID03.
 FE0514
 FE0514.The dynamic height is computed by dividing the NAVD 88
 FE0514.geopotential number by the normal gravity value computed on the
 FE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0514.degrees latitude (g = 980.6199 gals.).
 FE0514
 FE0514.The modeled gravity was interpolated from observed gravity values.
 FE0514
 FE0514;                    North         East    Units  Estimated Accuracy
 FE0514;SPC TN       -   113,000.      361,600.      MT  (+/- 180 meters Scaled)
 FE0514
 FE0514                          SUPERSEDED SURVEY CONTROL
 FE0514
 FE0514  NGVD 29 (??/??/??)  135.533  (m)          444.66   (f) ADJUSTED    1 2
 FE0514
 FE0514.Superseded values are not recommended for survey control.
 FE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0514.See file dsdata.txt to determine how the superseded data were derived.
 FE0514
 FE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE525100(NAD 83)
 FE0514_MARKER: DB = BENCH MARK DISK
 FE0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0514_SP_SET: CONCRETE BASE
 FE0514_STAMPING: U 158 1944
 FE0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0514
 FE0514  HISTORY     - Date     Condition        Report By
 FE0514  HISTORY     - 1944     MONUMENTED       CGS
 FE0514  HISTORY     - 1948     GOOD             CGS
 FE0514  HISTORY     - 1972     GOOD             TVA
 FE0514
 FE0514                          STATION DESCRIPTION
 FE0514
 FE0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0514'0.7 MI N FROM MCNAIRY.
 FE0514'ABOUT 0.7 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0514'FROM THE STATION AT MCNAIRY , ABOUT 0.4 MILE SOUTH OF MILE POST
 FE0514'360, ABOUT 0.3 MILE SOUTH OF A SIGN STATION 1 MILE, SET IN THE
 FE0514'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL
 FE0514'NO. 359.6, 7.5 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL WITH THE
 FE0514'TRACK.
 FE0514
 FE0514                          STATION RECOVERY (1972)
 FE0514
 FE0514'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0749 ***********************************************************************
 FE0749  DESIGNATION -  U 159
 FE0749  PID         -  FE0749
 FE0749  STATE/COUNTY-  TN/MADISON
 FE0749  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0749
 FE0749                         *CURRENT SURVEY CONTROL
 FE0749  ___________________________________________________________________
 FE0749* NAD 83(1986)-  35 34 31.     (N)    088 46 39.     (W)     SCALED    
 FE0749* NAVD 88     -       107.847  (meters)     353.83   (feet)  ADJUSTED  
 FE0749  ___________________________________________________________________
 FE0749  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0749  DYNAMIC HT  -         107.750 (meters)     353.51  (feet)  COMP
 FE0749  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FE0749
 FE0749  VERT ORDER  -  FIRST     CLASS II
 FE0749
 FE0749.The horizontal coordinates were scaled from a topographic map and have
 FE0749.an estimated accuracy of +/- 6 seconds.
 FE0749
 FE0749.The orthometric height was determined by differential leveling
 FE0749.and adjusted by the National Geodetic Survey in June 1991..
 FE0749
 FE0749.The geoid height was determined by GEOID03.
 FE0749
 FE0749.The dynamic height is computed by dividing the NAVD 88
 FE0749.geopotential number by the normal gravity value computed on the
 FE0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0749.degrees latitude (g = 980.6199 gals.).
 FE0749
 FE0749.The modeled gravity was interpolated from observed gravity values.
 FE0749
 FE0749;                    North         East    Units  Estimated Accuracy
 FE0749;SPC TN       -   141,370.      348,280.      MT  (+/- 180 meters Scaled)
 FE0749
 FE0749                          SUPERSEDED SURVEY CONTROL
 FE0749
 FE0749  NGVD 29 (??/??/??)  107.880  (m)          353.94   (f) ADJUSTED    1 2
 FE0749
 FE0749.Superseded values are not recommended for survey control.
 FE0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0749.See file dsdata.txt to determine how the superseded data were derived.
 FE0749
 FE0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE389382(NAD 83)
 FE0749_MARKER: DB = BENCH MARK DISK
 FE0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0749_STAMPING: U 159 1944
 FE0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0749+STABILITY: SURFACE MOTION
 FE0749
 FE0749  HISTORY     - Date     Condition        Report By
 FE0749  HISTORY     - 1944     MONUMENTED       CGS
 FE0749  HISTORY     - 1948     GOOD             CGS
 FE0749
 FE0749                          STATION DESCRIPTION
 FE0749
 FE0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0749'0.4 MI NW FROM PERRY.
 FE0749'ABOUT 0.35 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0749'FROM THE STATION AT PERRY, ABOUT 0.2 MILE NORTHWEST OF MILE POST
 FE0749'382, 9 RAILS (ABOUT 110 YARDS) NORTHWEST OF THE NORTHWEST END OF
 FE0749'TRESTLE NO. 382/15, 43.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 FE0749'4.5 FEET NORTHEAST OF THE R/W FENCE LINE, 77 FEET WEST-NORTHWEST
 FE0749'OF A TELEPHONE POLE, 18 FEET SOUTHEAST OF THE CENTER LINE OF A
 FE0749'FIELD ROAD ENTERING THE RAILROAD RIGHT-OF-WAY FROM THE SOUTH,
 FE0749'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 5 FEET BELOW
 FE0749'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0749'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1132 ***********************************************************************
 FE1132  DESIGNATION -  U 16 RESET
 FE1132  PID         -  FE1132
 FE1132  STATE/COUNTY-  TN/SHELBY
 FE1132  USGS QUAD   -  COLLIERVILLE (1965)
 FE1132
 FE1132                         *CURRENT SURVEY CONTROL
 FE1132  ___________________________________________________________________
 FE1132* NAD 83(1986)-  35 02 57.     (N)    089 43 27.     (W)     SCALED    
 FE1132* NAVD 88     -       105.558  (meters)     346.32   (feet)  ADJUSTED  
 FE1132  ___________________________________________________________________
 FE1132  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1132  DYNAMIC HT  -         105.460 (meters)     346.00  (feet)  COMP
 FE1132  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FE1132
 FE1132  VERT ORDER  -  FIRST     CLASS II
 FE1132
 FE1132.The horizontal coordinates were scaled from a topographic map and have
 FE1132.an estimated accuracy of +/- 6 seconds.
 FE1132
 FE1132.The orthometric height was determined by differential leveling
 FE1132.and adjusted by the National Geodetic Survey in June 1991..
 FE1132
 FE1132.The geoid height was determined by GEOID03.
 FE1132
 FE1132.The dynamic height is computed by dividing the NAVD 88
 FE1132.geopotential number by the normal gravity value computed on the
 FE1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1132.degrees latitude (g = 980.6199 gals.).
 FE1132
 FE1132.The modeled gravity was interpolated from observed gravity values.
 FE1132
 FE1132;                    North         East    Units  Estimated Accuracy
 FE1132;SPC TN       -    85,890.      260,300.      MT  (+/- 180 meters Scaled)
 FE1132
 FE1132                          SUPERSEDED SURVEY CONTROL
 FE1132
 FE1132  NGVD 29 (??/??/??)  105.513  (m)          346.17   (f) ADJUSTED    1 2
 FE1132
 FE1132.Superseded values are not recommended for survey control.
 FE1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1132.See file dsdata.txt to determine how the superseded data were derived.
 FE1132
 FE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD515818(NAD 83)
 FE1132_MARKER: DB = BENCH MARK DISK
 FE1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1132_STAMPING: U 16 1934 RESET 1944
 FE1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1132+STABILITY: SURFACE MOTION
 FE1132
 FE1132  HISTORY     - Date     Condition        Report By
 FE1132  HISTORY     - 1944     MONUMENTED       CGS
 FE1132  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1132
 FE1132                          STATION DESCRIPTION
 FE1132
 FE1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1132'3.3 MI W FROM COLLIERVILLE.
 FE1132'ABOUT 3.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1132'AT COLLIERVILLE, SHELBY COUNTY, ABOUT 230 FEET EAST OF BLOCK
 FE1132'SIGNAL 5313 A, AT A ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 FE1132'OF THE ROAD, 18.8 FEET NORTH OF THE CENTERLINE OF THE TRACK, 2
 FE1132'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 FE1132'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 16 1934 RESET
 FE1132'1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 FE1132'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 FE1132'AND ITS ELEVATION DETERMINED BY A PARTY FROM THIS BUREAU DURING
 FE1132'THE 1944 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0681 ***********************************************************************
 FE0681  DESIGNATION -  U 160
 FE0681  PID         -  FE0681
 FE0681  STATE/COUNTY-  TN/GIBSON
 FE0681  USGS QUAD   -  MILAN (1983)
 FE0681
 FE0681                         *CURRENT SURVEY CONTROL
 FE0681  ___________________________________________________________________
 FE0681* NAD 83(1986)-  35 56 54.     (N)    088 46 14.     (W)     SCALED    
 FE0681* NAVD 88     -       121.612  (meters)     398.99   (feet)  ADJUSTED  
 FE0681  ___________________________________________________________________
 FE0681  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0681  DYNAMIC HT  -         121.507 (meters)     398.64  (feet)  COMP
 FE0681  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FE0681
 FE0681  VERT ORDER  -  FIRST     CLASS II
 FE0681
 FE0681.The horizontal coordinates were scaled from a topographic map and have
 FE0681.an estimated accuracy of +/- 6 seconds.
 FE0681
 FE0681.The orthometric height was determined by differential leveling
 FE0681.and adjusted by the National Geodetic Survey in June 1991..
 FE0681
 FE0681.The geoid height was determined by GEOID03.
 FE0681
 FE0681.The dynamic height is computed by dividing the NAVD 88
 FE0681.geopotential number by the normal gravity value computed on the
 FE0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0681.degrees latitude (g = 980.6199 gals.).
 FE0681
 FE0681.The modeled gravity was interpolated from observed gravity values.
 FE0681
 FE0681;                    North         East    Units  Estimated Accuracy
 FE0681;SPC TN       -   182,720.      350,080.      MT  (+/- 180 meters Scaled)
 FE0681
 FE0681                          SUPERSEDED SURVEY CONTROL
 FE0681
 FE0681  NGVD 29 (??/??/??)  121.663  (m)          399.16   (f) ADJUSTED    1 2
 FE0681
 FE0681.Superseded values are not recommended for survey control.
 FE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0681.See file dsdata.txt to determine how the superseded data were derived.
 FE0681
 FE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE403796(NAD 83)
 FE0681_MARKER: DB = BENCH MARK DISK
 FE0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0681_STAMPING: U 160 1944
 FE0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0681+STABILITY: SURFACE MOTION
 FE0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0681+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0681
 FE0681  HISTORY     - Date     Condition        Report By
 FE0681  HISTORY     - 1944     MONUMENTED       CGS
 FE0681  HISTORY     - 1948     GOOD             CGS
 FE0681  HISTORY     - 20020914 GOOD             USACE
 FE0681
 FE0681                          STATION DESCRIPTION
 FE0681
 FE0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0681'2 MI N FROM MILAN.
 FE0681'ABOUT 2.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0681'THE STATION AT MILAN, ABOUT 0.3 MILE SOUTH OF MILE POST C 446,
 FE0681'92 YARDS SOUTH OF BLOCK SIGNAL NO. 446/3, AT A PUBLIC ROAD
 FE0681'CROSSING, 136 FEET SOUTH OF THE CENTER OF THE CROSSING, 43.5
 FE0681'FEET WEST OF THE WEST RAIL, 30.5 FEET SOUTHWEST OF A TELEPHONE
 FE0681'POLE, 7.4 FEET NORTHEAST OF A 20-INCH OAK TREE, 7 FEET SOUTHEAST
 FE0681'OF A 20-INCH GUM TREE, 72.5 FEET EAST OF THE EAST CORNER OF A
 FE0681'PORCH TO A FARM HOUSE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 FE0681'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0681'POST PROJECTING 2 INCHES.
 FE0681
 FE0681                          STATION RECOVERY (2002)
 FE0681
 FE0681'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0681'ROAD AT CROSSING IS MAYO COOK RD.
 FE0681'GUM TREE GONE, 20 INCH OAK TREE IS ACTUALLY A CHINABERRY TREE, NOW 36
 FE0681'INCHES.
 FE0681'MONUMENT NOW FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0348 ***********************************************************************
 GD0348  DESIGNATION -  U 161
 GD0348  PID         -  GD0348
 GD0348  STATE/COUNTY-  TN/WEAKLEY
 GD0348  USGS QUAD   -  GREENFIELD (1985)
 GD0348
 GD0348                         *CURRENT SURVEY CONTROL
 GD0348  ___________________________________________________________________
 GD0348* NAD 83(1986)-  36 13 09.     (N)    088 49 19.     (W)     SCALED    
 GD0348* NAVD 88     -       113.611  (meters)     372.74   (feet)  ADJUSTED  
 GD0348  ___________________________________________________________________
 GD0348  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0348  DYNAMIC HT  -         113.517 (meters)     372.43  (feet)  COMP
 GD0348  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0348
 GD0348  VERT ORDER  -  FIRST     CLASS II
 GD0348
 GD0348.The horizontal coordinates were scaled from a topographic map and have
 GD0348.an estimated accuracy of +/- 6 seconds.
 GD0348
 GD0348.The orthometric height was determined by differential leveling
 GD0348.and adjusted by the National Geodetic Survey in June 1991..
 GD0348
 GD0348.The geoid height was determined by GEOID03.
 GD0348
 GD0348.The dynamic height is computed by dividing the NAVD 88
 GD0348.geopotential number by the normal gravity value computed on the
 GD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0348.degrees latitude (g = 980.6199 gals.).
 GD0348
 GD0348.The modeled gravity was interpolated from observed gravity values.
 GD0348
 GD0348;                    North         East    Units  Estimated Accuracy
 GD0348;SPC TN       -   212,890.      346,310.      MT  (+/- 180 meters Scaled)
 GD0348
 GD0348                          SUPERSEDED SURVEY CONTROL
 GD0348
 GD0348  NGVD 29 (??/??/??)  113.634  (m)          372.81   (f) ADJUSTED    1 2
 GD0348
 GD0348.Superseded values are not recommended for survey control.
 GD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0348.See file dsdata.txt to determine how the superseded data were derived.
 GD0348
 GD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF362097(NAD 83)
 GD0348_MARKER: DB = BENCH MARK DISK
 GD0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0348_SP_SET: CULVERT
 GD0348_STAMPING: U 161 1944
 GD0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0348+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0348
 GD0348  HISTORY     - Date     Condition        Report By
 GD0348  HISTORY     - 1944     MONUMENTED       CGS
 GD0348  HISTORY     - 1948     GOOD             CGS
 GD0348  HISTORY     - 1967     GOOD             CGS
 GD0348  HISTORY     - 20020826 GOOD             USACE
 GD0348
 GD0348                          STATION DESCRIPTION
 GD0348
 GD0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0348'1 MI S FROM SHARON.
 GD0348'ABOUT 1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0348'STATION AT SHARON, ABOUT MIDWAY BETWEEN MILE POSTS 426 AND 427,
 GD0348'ABOUT 0.15 MILE NORTHWEST OF A PUBLIC ROAD CROSSING, SET IN THE
 GD0348'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 GD0348'CONCRETE AND BRICK CULVERT, 24.5 FEET SOUTHWEST OF THE SOUTHWEST
 GD0348'RAIL AND ABOUT 12 FEET BELOW THE TRACK.
 GD0348
 GD0348                          STATION RECOVERY (1967)
 GD0348
 GD0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0348'RECOVERED IN GOOD CONDITION.
 GD0348
 GD0348                          STATION RECOVERY (2002)
 GD0348
 GD0348'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0715 ***********************************************************************
 GA0715  DESIGNATION -  U 162
 GA0715  PID         -  GA0715
 GA0715  STATE/COUNTY-  TN/HAWKINS
 GA0715  USGS QUAD   -  BUREM (1976)
 GA0715
 GA0715                         *CURRENT SURVEY CONTROL
 GA0715  ___________________________________________________________________
 GA0715* NAD 83(1986)-  36 25 35.     (N)    082 53 03.     (W)     SCALED    
 GA0715* NAVD 88     -       340.514  (meters)    1117.17   (feet)  ADJUSTED  
 GA0715  ___________________________________________________________________
 GA0715  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0715  DYNAMIC HT  -         340.205 (meters)    1116.16  (feet)  COMP
 GA0715  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 GA0715
 GA0715  VERT ORDER  -  FIRST     CLASS I
 GA0715
 GA0715.The horizontal coordinates were scaled from a topographic map and have
 GA0715.an estimated accuracy of +/- 6 seconds.
 GA0715
 GA0715.The orthometric height was determined by differential leveling
 GA0715.and adjusted by the National Geodetic Survey in June 1991..
 GA0715
 GA0715.The geoid height was determined by GEOID03.
 GA0715
 GA0715.The dynamic height is computed by dividing the NAVD 88
 GA0715.geopotential number by the normal gravity value computed on the
 GA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0715.degrees latitude (g = 980.6199 gals.).
 GA0715
 GA0715.The modeled gravity was interpolated from observed gravity values.
 GA0715
 GA0715;                    North         East    Units  Estimated Accuracy
 GA0715;SPC TN       -   236,680.      879,370.      MT  (+/- 180 meters Scaled)
 GA0715
 GA0715                          SUPERSEDED SURVEY CONTROL
 GA0715
 GA0715  NGVD 29 (??/??/92)  340.664  (m)         1117.66   (f) ADJ UNCH    1 1
 GA0715
 GA0715.Superseded values are not recommended for survey control.
 GA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0715.See file dsdata.txt to determine how the superseded data were derived.
 GA0715
 GA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA310328(NAD 83)
 GA0715_MARKER: DB = BENCH MARK DISK
 GA0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0715_SP_SET: BRIDGE
 GA0715_STAMPING: U 162 1967
 GA0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0715
 GA0715  HISTORY     - Date     Condition        Report By
 GA0715  HISTORY     - 1967     MONUMENTED       CGS
 GA0715
 GA0715                          STATION DESCRIPTION
 GA0715
 GA0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0715'3.7 MI SW FROM SURGOINSVILLE.
 GA0715'ABOUT 3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0715'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, OR ABOUT 2.6
 GA0715'MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA0715'CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD AT BUREM, 0.2
 GA0715'MILE SOUTHWEST OF MILEPOST 67, SET IN THE TOP OF THE NORTHWEST
 GA0715'END OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 GA0715'OVER A PRIVATE ROAD AND A CREEK, 5 FEET NORTHWEST OF THE
 GA0715'NORTHWEST RAIL OF THE TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 GA0715'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1787 ***********************************************************************
 GA1787  DESIGNATION -  U 163
 GA1787  PID         -  GA1787
 GA1787  STATE/COUNTY-  TN/HAMBLEN
 GA1787  USGS QUAD   -  MORRISTOWN (1979)
 GA1787
 GA1787                         *CURRENT SURVEY CONTROL
 GA1787  ___________________________________________________________________
 GA1787* NAD 83(1986)-  36 11 45.     (N)    083 16 47.     (W)     SCALED    
 GA1787* NAVD 88     -       417.370  (meters)    1369.32   (feet)  ADJUSTED  
 GA1787  ___________________________________________________________________
 GA1787  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1787  DYNAMIC HT  -         416.983 (meters)    1368.05  (feet)  COMP
 GA1787  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 GA1787
 GA1787  VERT ORDER  -  FIRST     CLASS I
 GA1787
 GA1787.The horizontal coordinates were scaled from a topographic map and have
 GA1787.an estimated accuracy of +/- 6 seconds.
 GA1787
 GA1787.The orthometric height was determined by differential leveling
 GA1787.and adjusted by the National Geodetic Survey in June 1991..
 GA1787
 GA1787.The geoid height was determined by GEOID03.
 GA1787
 GA1787.The dynamic height is computed by dividing the NAVD 88
 GA1787.geopotential number by the normal gravity value computed on the
 GA1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1787.degrees latitude (g = 980.6199 gals.).
 GA1787
 GA1787.The modeled gravity was interpolated from observed gravity values.
 GA1787
 GA1787;                    North         East    Units  Estimated Accuracy
 GA1787;SPC TN       -   210,040.      844,620.      MT  (+/- 180 meters Scaled)
 GA1787
 GA1787                          SUPERSEDED SURVEY CONTROL
 GA1787
 GA1787  NGVD 29 (??/??/92)  417.500  (m)         1369.75   (f) ADJ UNCH    1 1
 GA1787
 GA1787.Superseded values are not recommended for survey control.
 GA1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1787.See file dsdata.txt to determine how the superseded data were derived.
 GA1787
 GA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA950080(NAD 83)
 GA1787_MARKER: DB = BENCH MARK DISK
 GA1787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1787_SP_SET: 6 FEET
 GA1787_STAMPING: U 163 1967
 GA1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1787
 GA1787  HISTORY     - Date     Condition        Report By
 GA1787  HISTORY     - 1967     MONUMENTED       CGS
 GA1787
 GA1787                          STATION DESCRIPTION
 GA1787
 GA1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1787'1.6 MI S FROM MORRISTOWN.
 GA1787'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1787'STATION POST OFFICE AT MORRISTOWN, THENCE 1.45 MILES SOUTH ALONG
 GA1787'THE SOUTHERN RAILWAY COMPANY RAILROAD, 5 1/2 RAILS SOUTH OF
 GA1787'MILEPOST 227, 12 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK,
 GA1787'118 1/2 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25 E, 54 FEET
 GA1787'NORTHWEST OF A 30-INCH ELM TREE WHICH IS AT THE NORTH EDGE OF A
 GA1787'PARKING LOT, 35 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD
 GA1787'WHICH CROSSES THE TRACK, 22 1/2 FEET NORTH OF A TELEPHONE POLE,
 GA1787'IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 1 FOOT BELOW THE
 GA1787'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 GA1787'ROD THAT IS DRIVEN TO A DEPTH OF 5 1/2 FEET AND IS ENCASED IN A
 GA1787'5-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1187 ***********************************************************************
 FB1187  DESIGNATION -  U 164
 FB1187  PID         -  FB1187
 FB1187  STATE/COUNTY-  TN/COCKE
 FB1187  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1187
 FB1187                         *CURRENT SURVEY CONTROL
 FB1187  ___________________________________________________________________
 FB1187* NAD 83(1986)-  35 56 14.     (N)    083 05 13.     (W)     SCALED    
 FB1187* NAVD 88     -       335.354  (meters)    1100.24   (feet)  ADJUSTED  
 FB1187  ___________________________________________________________________
 FB1187  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1187  DYNAMIC HT  -         335.032 (meters)    1099.18  (feet)  COMP
 FB1187  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 FB1187
 FB1187  VERT ORDER  -  FIRST     CLASS I
 FB1187
 FB1187.The horizontal coordinates were scaled from a topographic map and have
 FB1187.an estimated accuracy of +/- 6 seconds.
 FB1187
 FB1187.The orthometric height was determined by differential leveling
 FB1187.and adjusted by the National Geodetic Survey in June 1991..
 FB1187
 FB1187.The geoid height was determined by GEOID03.
 FB1187
 FB1187.The dynamic height is computed by dividing the NAVD 88
 FB1187.geopotential number by the normal gravity value computed on the
 FB1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1187.degrees latitude (g = 980.6199 gals.).
 FB1187
 FB1187.The modeled gravity was interpolated from observed gravity values.
 FB1187
 FB1187;                    North         East    Units  Estimated Accuracy
 FB1187;SPC TN       -   181,860.      862,810.      MT  (+/- 180 meters Scaled)
 FB1187
 FB1187                          SUPERSEDED SURVEY CONTROL
 FB1187
 FB1187  NGVD 29 (??/??/92)  335.497  (m)         1100.71   (f) ADJ UNCH    1 1
 FB1187
 FB1187.Superseded values are not recommended for survey control.
 FB1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1187.See file dsdata.txt to determine how the superseded data were derived.
 FB1187
 FB1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV117789(NAD 83)
 FB1187_MARKER: DB = BENCH MARK DISK
 FB1187_SETTING: 80 = SET IN A BOULDER
 FB1187_SP_SET: BOULDER
 FB1187_STAMPING: U 164 1967
 FB1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1187+STABILITY: SURFACE MOTION
 FB1187
 FB1187  HISTORY     - Date     Condition        Report By
 FB1187  HISTORY     - 1967     MONUMENTED       CGS
 FB1187
 FB1187                          STATION DESCRIPTION
 FB1187
 FB1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1187'4.9 MI NW FROM DEL RIO.
 FB1187'ABOUT 4.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1187'FROM THE STATION AT DEL RIO, 44 1/2 FEET SOUTHWEST AND ACROSS THE
 FB1187'TRACK FROM MILEPOST 200, 23 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 FB1187'RAIL OF THE MAIN TRACK, SET IN THE TOP OF A 4- X 7-FOOT BOULDER,
 FB1187'72 1/2 FEET NORTHWEST OF A POWER POLE, AND ABOUT 3 1/2 FEET ABOVE
 FB1187'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1595 ***********************************************************************
 GC1595  DESIGNATION -  U 166
 GC1595  PID         -  GC1595
 GC1595  STATE/COUNTY-  TN/STEWART
 GC1595  USGS QUAD   -  MC KINNON (1973)
 GC1595
 GC1595                         *CURRENT SURVEY CONTROL
 GC1595  ___________________________________________________________________
 GC1595* NAD 83(1986)-  36 22 19.     (N)    087 55 56.     (W)     SCALED    
 GC1595* NAVD 88     -       191.381  (meters)     627.89   (feet)  ADJUSTED  
 GC1595  ___________________________________________________________________
 GC1595  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1595  DYNAMIC HT  -         191.219 (meters)     627.36  (feet)  COMP
 GC1595  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC1595
 GC1595  VERT ORDER  -  FIRST     CLASS II
 GC1595
 GC1595.The horizontal coordinates were scaled from a topographic map and have
 GC1595.an estimated accuracy of +/- 6 seconds.
 GC1595
 GC1595.The orthometric height was determined by differential leveling
 GC1595.and adjusted by the National Geodetic Survey in June 1991..
 GC1595
 GC1595.The geoid height was determined by GEOID03.
 GC1595
 GC1595.The dynamic height is computed by dividing the NAVD 88
 GC1595.geopotential number by the normal gravity value computed on the
 GC1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1595.degrees latitude (g = 980.6199 gals.).
 GC1595
 GC1595.The modeled gravity was interpolated from observed gravity values.
 GC1595
 GC1595;                    North         East    Units  Estimated Accuracy
 GC1595;SPC TN       -   227,900.      426,620.      MT  (+/- 180 meters Scaled)
 GC1595
 GC1595                          SUPERSEDED SURVEY CONTROL
 GC1595
 GC1595  NGVD 29 (??/??/92)  191.415  (m)          628.00   (f) ADJ UNCH    1 2
 GC1595
 GC1595.Superseded values are not recommended for survey control.
 GC1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1595.See file dsdata.txt to determine how the superseded data were derived.
 GC1595
 GC1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF163256(NAD 83)
 GC1595_MARKER: DB = BENCH MARK DISK
 GC1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1595_STAMPING: U 166 1947
 GC1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1595+STABILITY: SURFACE MOTION
 GC1595
 GC1595  HISTORY     - Date     Condition        Report By
 GC1595  HISTORY     - 1947     MONUMENTED       CGS
 GC1595  HISTORY     - 1972     POOR             TVA
 GC1595
 GC1595                          STATION DESCRIPTION
 GC1595
 GC1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1595'5 MI N FROM MC KINNON.
 GC1595'IN STEWART COUNTY, ABOUT 5.0 MILES NORTH ALONG THE T.V.A. ROAD
 GC1595'LEADING TO SCARBOROUGH GENERAL STORE FROM THE METHODIST CHURCH AT
 GC1595'MC KINNON, HOUSTON COUNTY, ABOUT 1.0 MILE SOUTH OF THE 150-FOOT
 GC1595'CONCRETE BRIDGE OVER EAST FORK LEATHERWOOD CREEK, AT THE JUNCTION
 GC1595'OF A DIM ROAD LEADING NORTHEAST, 25 FEET NORTHEAST OF THE CENTER
 GC1595'LINE OF THE MAIN ROAD, 15 FEET SOUTHEAST OF THE CENTER LINE OF
 GC1595'THE DIM ROAD, 72 FEET NORTH ACROSS THE MAIN ROAD FROM A 10-INCH
 GC1595'BLAZED OAK TREE, 12.5 FEET SOUTHWEST OF A 12-INCH BLAZED OAK
 GC1595'TREE, ABOUT LEVEL WITH THE MAIN ROAD, AND IN THE TOP OF A
 GC1595'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- PART OF THE
 GC1595'CONCRETE AND ABOUT HALF OF THE CAP HAVE BEEN KNOCKED OFF.  THE
 GC1595'NUMBER 166 CAN BE READ AS WELL AS GEODETIC SURVEY ON THE CAP.
 GC1595'62 DEG N FROM A 10 IN TWIN WHITE OAK.  10 DEG S 50 DEG W FROM A
 GC1595'10 IN WHITE OAK.  TVA POST AND SIGN SET.
 GC1595
 GC1595                          STATION RECOVERY (1972)
 GC1595
 GC1595'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1595'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0077 ***********************************************************************
 FE0077  DESIGNATION -  U 168
 FE0077  PID         -  FE0077
 FE0077  STATE/COUNTY-  TN/BENTON
 FE0077  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE0077
 FE0077                         *CURRENT SURVEY CONTROL
 FE0077  ___________________________________________________________________
 FE0077* NAD 83(1986)-  35 53 57.     (N)    088 08 23.     (W)     SCALED    
 FE0077* NAVD 88     -       139.903  (meters)     459.00   (feet)  ADJUSTED  
 FE0077  ___________________________________________________________________
 FE0077  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FE0077  DYNAMIC HT  -         139.782 (meters)     458.60  (feet)  COMP
 FE0077  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 FE0077
 FE0077  VERT ORDER  -  FIRST     CLASS II
 FE0077
 FE0077.The horizontal coordinates were scaled from a topographic map and have
 FE0077.an estimated accuracy of +/- 6 seconds.
 FE0077
 FE0077.The orthometric height was determined by differential leveling
 FE0077.and adjusted by the National Geodetic Survey in June 1991..
 FE0077
 FE0077.The geoid height was determined by GEOID03.
 FE0077
 FE0077.The dynamic height is computed by dividing the NAVD 88
 FE0077.geopotential number by the normal gravity value computed on the
 FE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0077.degrees latitude (g = 980.6199 gals.).
 FE0077
 FE0077.The modeled gravity was interpolated from observed gravity values.
 FE0077
 FE0077;                    North         East    Units  Estimated Accuracy
 FE0077;SPC TN       -   175,840.      406,860.      MT  (+/- 180 meters Scaled)
 FE0077
 FE0077                          SUPERSEDED SURVEY CONTROL
 FE0077
 FE0077  NGVD 29 (??/??/??)  139.926  (m)          459.07   (f) ADJUSTED    1 2
 FE0077
 FE0077.Superseded values are not recommended for survey control.
 FE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0077.See file dsdata.txt to determine how the superseded data were derived.
 FE0077
 FE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE971733(NAD 83)
 FE0077_MARKER: DB = BENCH MARK DISK
 FE0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0077_STAMPING: U 168 1947
 FE0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0077+STABILITY: SURFACE MOTION
 FE0077
 FE0077  HISTORY     - Date     Condition        Report By
 FE0077  HISTORY     - 1947     MONUMENTED       CGS
 FE0077  HISTORY     - 1972     GOOD             TVA
 FE0077
 FE0077                          STATION DESCRIPTION
 FE0077
 FE0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0077'12.7 MI S FROM CAMDEN.
 FE0077'ABOUT 12.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0077'COURTHOUSE AT CAMDEN, ABOUT 1.8 MILES NORTH OF THE POST OFFICE
 FE0077'AT HOLLADAY, ABOUT 0.9 MILE SOUTH OF THE BRIDGE OVER COON CREEK,
 FE0077'AT THE INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD, 205 FEET
 FE0077'NORTHWEST ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A
 FE0077'SMALL IMITATION BRICK HOUSE, 201 FEET SOUTHEAST ACROSS THE GRAVEL
 FE0077'ROAD FROM A 1-STORY FRAME HOUSE, 101 FEET NORTHWEST OF THE WEST
 FE0077'END OF A 14-INCH CONCRETE HIGHWAY CULVERT, 43 FEET WEST OF THE
 FE0077'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF
 FE0077'THE GRAVEL ROAD, ABOUT IN LINE WITH A ROW OF POWER POLES, 2 FEET
 FE0077'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 FE0077'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 FE0077'INCHES.  NOTE-- 12.6 FT W OF TELEPHONE POLE, POST AND SIGN SET
 FE0077'AT MONUMENT.
 FE0077
 FE0077                          STATION RECOVERY (1972)
 FE0077
 FE0077'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1245 ***********************************************************************
 FD1245  DESIGNATION -  U 169
 FD1245  PID         -  FD1245
 FD1245  STATE/COUNTY-  TN/PERRY
 FD1245  USGS QUAD   -  POPE (1973)
 FD1245
 FD1245                         *CURRENT SURVEY CONTROL
 FD1245  ___________________________________________________________________
 FD1245* NAD 83(1986)-  35 35 46.     (N)    087 58 53.     (W)     SCALED    
 FD1245* NAVD 88     -       115.052  (meters)     377.47   (feet)  ADJUSTED  
 FD1245  ___________________________________________________________________
 FD1245  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1245  DYNAMIC HT  -         114.949 (meters)     377.13  (feet)  COMP
 FD1245  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FD1245
 FD1245  VERT ORDER  -  FIRST     CLASS II
 FD1245
 FD1245.The horizontal coordinates were scaled from a topographic map and have
 FD1245.an estimated accuracy of +/- 6 seconds.
 FD1245
 FD1245.The orthometric height was determined by differential leveling
 FD1245.and adjusted by the National Geodetic Survey in June 1991..
 FD1245
 FD1245.The geoid height was determined by GEOID03.
 FD1245
 FD1245.The dynamic height is computed by dividing the NAVD 88
 FD1245.geopotential number by the normal gravity value computed on the
 FD1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1245.degrees latitude (g = 980.6199 gals.).
 FD1245
 FD1245.The modeled gravity was interpolated from observed gravity values.
 FD1245
 FD1245;                    North         East    Units  Estimated Accuracy
 FD1245;SPC TN       -   141,920.      420,460.      MT  (+/- 180 meters Scaled)
 FD1245
 FD1245                          SUPERSEDED SURVEY CONTROL
 FD1245
 FD1245  NGVD 29 (??/??/92)  115.062  (m)          377.50   (f) ADJ UNCH    1 2
 FD1245
 FD1245.Superseded values are not recommended for survey control.
 FD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1245.See file dsdata.txt to determine how the superseded data were derived.
 FD1245
 FD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE111395(NAD 83)
 FD1245_MARKER: DD = SURVEY DISK
 FD1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1245_SP_SET: CULVERT
 FD1245_STAMPING: U 169 1947
 FD1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1245
 FD1245  HISTORY     - Date     Condition        Report By
 FD1245  HISTORY     - 1947     MONUMENTED       TVA
 FD1245  HISTORY     - 1947     GOOD             NGS
 FD1245
 FD1245                          STATION DESCRIPTION
 FD1245
 FD1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1245'2.8 MI SE FROM POPE.
 FD1245'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1245'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 0.85
 FD1245'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.3 MILE EAST OF A CEMETERY
 FD1245'ON THE NORTH SIDE OF THE ROAD, ABOUT 100 YARDS WEST OF THE C.C.
 FD1245'WESTBROOK FARM, SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 FD1245'HEAD WALL OF A 15-FOOT CONCRETE BOX CULVERT, 15 FEET NORTH OF AND
 FD1245'ABOUT 1 FOOT BELOW THE CENTER LINE OF THE ROAD.  MARK FOUND
 FD1245'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0584 ***********************************************************************
 FE0584  DESIGNATION -  U 17
 FE0584  PID         -  FE0584
 FE0584  STATE/COUNTY-  TN/HARDEMAN
 FE0584  USGS QUAD   -  MIDDLETON (1980)
 FE0584
 FE0584                         *CURRENT SURVEY CONTROL
 FE0584  ___________________________________________________________________
 FE0584* NAD 83(1986)-  35 02 32.     (N)    088 53 35.     (W)     SCALED    
 FE0584* NAVD 88     -       128.683  (meters)     422.19   (feet)  ADJUSTED  
 FE0584  ___________________________________________________________________
 FE0584  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0584  DYNAMIC HT  -         128.561 (meters)     421.79  (feet)  COMP
 FE0584  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FE0584
 FE0584  VERT ORDER  -  SECOND    CLASS 0
 FE0584
 FE0584.The horizontal coordinates were scaled from a topographic map and have
 FE0584.an estimated accuracy of +/- 6 seconds.
 FE0584
 FE0584.The orthometric height was determined by differential leveling
 FE0584.and adjusted by the National Geodetic Survey in June 1991..
 FE0584
 FE0584.The geoid height was determined by GEOID03.
 FE0584
 FE0584.The dynamic height is computed by dividing the NAVD 88
 FE0584.geopotential number by the normal gravity value computed on the
 FE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0584.degrees latitude (g = 980.6199 gals.).
 FE0584
 FE0584.The modeled gravity was interpolated from observed gravity values.
 FE0584
 FE0584;                    North         East    Units  Estimated Accuracy
 FE0584;SPC TN       -    82,550.      336,060.      MT  (+/- 180 meters Scaled)
 FE0584
 FE0584                          SUPERSEDED SURVEY CONTROL
 FE0584
 FE0584  NGVD 29 (??/??/??)  128.654  (m)          422.09   (f) ADJUSTED    2 0
 FE0584
 FE0584.Superseded values are not recommended for survey control.
 FE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0584.See file dsdata.txt to determine how the superseded data were derived.
 FE0584
 FE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD273793(NAD 83)
 FE0584_MARKER: DB = BENCH MARK DISK
 FE0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0584_STAMPING: U 17 1934
 FE0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0584+STABILITY: SURFACE MOTION
 FE0584
 FE0584  HISTORY     - Date     Condition        Report By
 FE0584  HISTORY     - 1934     MONUMENTED       CGS
 FE0584  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0584
 FE0584                          STATION DESCRIPTION
 FE0584
 FE0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE0584'1.5 MI S FROM MIDDLETON.
 FE0584'5 TELEGRAPH POLES NORTH OF MILE POST 367.  30 FEET NORTH OF
 FE0584'CENTERLINE OF STATE HIGHWAY 57.  48 FEET EAST OF CENTERLINE OF
 FE0584'STATE HIGHWAY 15, 30 FEET WEST OF CENTERLINE OF GULF MOBILE AND
 FE0584'NORTHERN RAILROAD.  1.5 MILES SOUTH OF SRR DEPOT AT MIDDLETON.
 FE0584
 FE0584                          STATION RECOVERY (1983)
 FE0584
 FE0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0584'NOT RECOVERED.  POSSIBLY BUSHHOGGED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1051 ***********************************************************************
 FD1051  DESIGNATION -  U 170
 FD1051  PID         -  FD1051
 FD1051  STATE/COUNTY-  TN/DECATUR
 FD1051  USGS QUAD   -  CLIFTON (1972)
 FD1051
 FD1051                         *CURRENT SURVEY CONTROL
 FD1051  ___________________________________________________________________
 FD1051* NAD 83(1986)-  35 23 26.     (N)    087 59 37.     (W)     SCALED    
 FD1051* NAVD 88     -       114.352  (meters)     375.17   (feet)  ADJUSTED  
 FD1051  ___________________________________________________________________
 FD1051  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1051  DYNAMIC HT  -         114.247 (meters)     374.83  (feet)  COMP
 FD1051  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FD1051
 FD1051  VERT ORDER  -  FIRST     CLASS II
 FD1051
 FD1051.The horizontal coordinates were scaled from a topographic map and have
 FD1051.an estimated accuracy of +/- 6 seconds.
 FD1051
 FD1051.The orthometric height was determined by differential leveling
 FD1051.and adjusted by the National Geodetic Survey in June 1991..
 FD1051
 FD1051.The geoid height was determined by GEOID03.
 FD1051
 FD1051.The dynamic height is computed by dividing the NAVD 88
 FD1051.geopotential number by the normal gravity value computed on the
 FD1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1051.degrees latitude (g = 980.6199 gals.).
 FD1051
 FD1051.The modeled gravity was interpolated from observed gravity values.
 FD1051
 FD1051;                    North         East    Units  Estimated Accuracy
 FD1051;SPC TN       -   119,140.      418,890.      MT  (+/- 180 meters Scaled)
 FD1051
 FD1051                          SUPERSEDED SURVEY CONTROL
 FD1051
 FD1051  NGVD 29 (??/??/92)  114.360  (m)          375.20   (f) ADJ UNCH    1 2
 FD1051
 FD1051.Superseded values are not recommended for survey control.
 FD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1051.See file dsdata.txt to determine how the superseded data were derived.
 FD1051
 FD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE097168(NAD 83)
 FD1051_MARKER: DD = SURVEY DISK
 FD1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1051_STAMPING: U 170 1947
 FD1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1051+STABILITY: SURFACE MOTION
 FD1051
 FD1051  HISTORY     - Date     Condition        Report By
 FD1051  HISTORY     - 1947     MONUMENTED       TVA
 FD1051  HISTORY     - 1947     GOOD             NGS
 FD1051
 FD1051                          STATION DESCRIPTION
 FD1051
 FD1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1051'AT CLIFTON.
 FD1051'IN DECATUR COUNTY, ACROSS TENNESSEE RIVER FROM THE TOWN OF
 FD1051'CLIFTON, WAYNE COUNTY, ON THE NORTH BANK OF THE RIVER, AT THE
 FD1051'NORTH FERRY LANDING OF THE CLIFTON FERRY, 93 FEET SOUTHEAST
 FD1051'ACROSS STATE HIGHWAY 114 FROM THE FERRY SIGN, 60 FEET EAST OF THE
 FD1051'CENTERLINE OF THE HIGHWAY, 61 FEET NORTHWEST OF A TRIANGULAR-BLAZED
 FD1051'TWIN 6-INCH SWEETGUM TREE, 2.5 FEET SOUTH OF A WHITE WOODEN
 FD1051'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 FD1051'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED U 170 1947 AND
 FD1051'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0449 ***********************************************************************
 GC0449  DESIGNATION -  U 171
 GC0449  PID         -  GC0449
 GC0449  STATE/COUNTY-  TN/DAVIDSON
 GC0449  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0449
 GC0449                         *CURRENT SURVEY CONTROL
 GC0449  ___________________________________________________________________
 GC0449* NAD 83(1986)-  36 09 18.     (N)    086 48 47.     (W)     SCALED    
 GC0449* NAVD 88     -       159.763  (meters)     524.16   (feet)  ADJUSTED  
 GC0449  ___________________________________________________________________
 GC0449  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0449  DYNAMIC HT  -         159.626 (meters)     523.71  (feet)  COMP
 GC0449  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 GC0449
 GC0449  VERT ORDER  -  FIRST     CLASS II
 GC0449
 GC0449.The horizontal coordinates were scaled from a topographic map and have
 GC0449.an estimated accuracy of +/- 6 seconds.
 GC0449
 GC0449.The orthometric height was determined by differential leveling
 GC0449.and adjusted by the National Geodetic Survey in June 1991..
 GC0449
 GC0449.The geoid height was determined by GEOID03.
 GC0449
 GC0449.The dynamic height is computed by dividing the NAVD 88
 GC0449.geopotential number by the normal gravity value computed on the
 GC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0449.degrees latitude (g = 980.6199 gals.).
 GC0449
 GC0449.The modeled gravity was interpolated from observed gravity values.
 GC0449
 GC0449;                    North         East    Units  Estimated Accuracy
 GC0449;SPC TN       -   202,420.      526,840.      MT  (+/- 180 meters Scaled)
 GC0449
 GC0449                          SUPERSEDED SURVEY CONTROL
 GC0449
 GC0449  NGVD 29 (??/??/92)  159.783  (m)          524.22   (f) ADJ UNCH    1 2
 GC0449
 GC0449.Superseded values are not recommended for survey control.
 GC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0449.See file dsdata.txt to determine how the superseded data were derived.
 GC0449
 GC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF168011(NAD 83)
 GC0449_MARKER: DB = BENCH MARK DISK
 GC0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0449_SP_SET: OVERPASS
 GC0449_STAMPING: U 171 1948
 GC0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0449
 GC0449  HISTORY     - Date     Condition        Report By
 GC0449  HISTORY     - 1948     MONUMENTED       CGS
 GC0449  HISTORY     - 1949     GOOD             NGS
 GC0449
 GC0449                          STATION DESCRIPTION
 GC0449
 GC0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0449'1.9 MI NW FROM NASHVILLE.
 GC0449'1.9 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0449'LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, AT CHARLOTTE
 GC0449'AVENUE OVERPASS OVER THE TRACKS, SET VERTICALLY IN THE SOUTHWEST
 GC0449'FACE AT THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 GC0449'THE OVERPASS, 8.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL ON THE
 GC0449'NORTHEAST BOUND TRACK AND 4.5 FEET ABOVE THE GROUND.
 GC0449
 GC0449                          STATION RECOVERY (1949)
 GC0449
 GC0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1360 ***********************************************************************
 GC1360  DESIGNATION -  U 172
 GC1360  PID         -  GC1360
 GC1360  STATE/COUNTY-  TN/DICKSON
 GC1360  USGS QUAD   -  DICKSON (1986)
 GC1360
 GC1360                         *CURRENT SURVEY CONTROL
 GC1360  ___________________________________________________________________
 GC1360* NAD 83(1986)-  36 05 03.     (N)    087 23 55.     (W)     SCALED    
 GC1360* NAVD 88     -       257.199  (meters)     843.83   (feet)  ADJUSTED  
 GC1360  ___________________________________________________________________
 GC1360  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1360  DYNAMIC HT  -         256.973 (meters)     843.09  (feet)  COMP
 GC1360  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GC1360
 GC1360  VERT ORDER  -  FIRST     CLASS II
 GC1360
 GC1360.The horizontal coordinates were scaled from a topographic map and have
 GC1360.an estimated accuracy of +/- 6 seconds.
 GC1360
 GC1360.The orthometric height was determined by differential leveling
 GC1360.and adjusted by the National Geodetic Survey in June 1991..
 GC1360
 GC1360.The geoid height was determined by GEOID03.
 GC1360
 GC1360.The dynamic height is computed by dividing the NAVD 88
 GC1360.geopotential number by the normal gravity value computed on the
 GC1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1360.degrees latitude (g = 980.6199 gals.).
 GC1360
 GC1360.The modeled gravity was interpolated from observed gravity values.
 GC1360
 GC1360;                    North         East    Units  Estimated Accuracy
 GC1360;SPC TN       -   195,150.      474,040.      MT  (+/- 180 meters Scaled)
 GC1360
 GC1360                          SUPERSEDED SURVEY CONTROL
 GC1360
 GC1360  NGVD 29 (??/??/92)  257.193  (m)          843.81   (f) ADJ UNCH    1 2
 GC1360
 GC1360.Superseded values are not recommended for survey control.
 GC1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1360.See file dsdata.txt to determine how the superseded data were derived.
 GC1360
 GC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE641933(NAD 83)
 GC1360_MARKER: DB = BENCH MARK DISK
 GC1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1360_STAMPING: U 172 1948
 GC1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1360+STABILITY: SURFACE MOTION
 GC1360
 GC1360  HISTORY     - Date     Condition        Report By
 GC1360  HISTORY     - 1948     MONUMENTED       CGS
 GC1360
 GC1360                          STATION DESCRIPTION
 GC1360
 GC1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1360'0.8 MI NW FROM DICKSON.
 GC1360'0.75 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1360'RAILWAY FROM THE STATION AT DICKSON, AT A STREET CROSSING, 59
 GC1360'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 12
 GC1360'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 21 FEET
 GC1360'NORTHWEST OF THE CENTER LINE OF THE STREET, 25 FEET NORTHEAST
 GC1360'OF POLE 42+13, 2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 GC1360'SOUTHEAST OF THE FENCE AROUND THE TEXAS COMPANY BULK PLANT, 1
 GC1360'FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 GC1360'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GC1360'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0335 ***********************************************************************
 GD0335  DESIGNATION -  U 173
 GD0335  PID         -  GD0335
 GD0335  STATE/COUNTY-  TN/WEAKLEY
 GD0335  USGS QUAD   -  MARTIN (1983)
 GD0335
 GD0335                         *CURRENT SURVEY CONTROL
 GD0335  ___________________________________________________________________
 GD0335* NAD 83(1986)-  36 18 11.     (N)    088 50 41.     (W)     SCALED    
 GD0335* NAVD 88     -       126.672  (meters)     415.59   (feet)  ADJUSTED  
 GD0335  ___________________________________________________________________
 GD0335  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0335  DYNAMIC HT  -         126.569 (meters)     415.25  (feet)  COMP
 GD0335  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GD0335
 GD0335  VERT ORDER  -  FIRST     CLASS II
 GD0335
 GD0335.The horizontal coordinates were scaled from a topographic map and have
 GD0335.an estimated accuracy of +/- 6 seconds.
 GD0335
 GD0335.The orthometric height was determined by differential leveling
 GD0335.and adjusted by the National Geodetic Survey in June 1991..
 GD0335
 GD0335.The geoid height was determined by GEOID03.
 GD0335
 GD0335.The dynamic height is computed by dividing the NAVD 88
 GD0335.geopotential number by the normal gravity value computed on the
 GD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0335.degrees latitude (g = 980.6199 gals.).
 GD0335
 GD0335.The modeled gravity was interpolated from observed gravity values.
 GD0335
 GD0335;                    North         East    Units  Estimated Accuracy
 GD0335;SPC TN       -   222,260.      344,540.      MT  (+/- 180 meters Scaled)
 GD0335
 GD0335                          SUPERSEDED SURVEY CONTROL
 GD0335
 GD0335  NGVD 29 (??/??/??)  126.686  (m)          415.64   (f) ADJUSTED    1 2
 GD0335
 GD0335.Superseded values are not recommended for survey control.
 GD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0335.See file dsdata.txt to determine how the superseded data were derived.
 GD0335
 GD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF343191(NAD 83)
 GD0335_MARKER: DB = BENCH MARK DISK
 GD0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0335_STAMPING: U 173 1948
 GD0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0335+STABILITY: SURFACE MOTION
 GD0335
 GD0335  HISTORY     - Date     Condition        Report By
 GD0335  HISTORY     - 1948     MONUMENTED       CGS
 GD0335  HISTORY     - 1967     GOOD             CGS
 GD0335  HISTORY     - 1971     GOOD             NGS
 GD0335  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0335
 GD0335                          STATION DESCRIPTION
 GD0335
 GD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0335'3 MI S FROM MARTIN.
 GD0335'THE MARK IS ABOUT 3 MILES SOUTH ALONG U.S. HIGHWAY 45E FROM THE
 GD0335'NEW POST OFFICE AT MARTIN, AT THE NORTH LEG OF A CIRCULAR
 GD0335'DRIVEWAY AT THE OLD GILL DOVE AIRPORT, 161 FEET EAST OF THE
 GD0335'APPROXIMATE CENTER OF U.S. HIGHWAY 45E, 90 FEET NORTHEAST OF
 GD0335'THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BUILDING
 GD0335'(NOW BURNED DOWN), 39 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GD0335'OF THE CIRCULAR DRIVE, 15 FEET EAST OF A 12-INCH ELM TREE, AND
 GD0335'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0335'STANDARD BENCH MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD0335'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GD0335'U 173 1948.
 GD0335
 GD0335                          STATION RECOVERY (1971)
 GD0335
 GD0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0335'RECOVERED IN GOOD CONDITION.
 GD0335
 GD0335                          STATION RECOVERY (2002)
 GD0335
 GD0335'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0335'SUSPECTED DESTROYED. MARK IS NOW ON SITE OF NEWLY BUILT WESTVIEW HIGH
 GD0335'SCHOOL PROPERTY. HWY HAS BEEN WIDENED AND GROUNDS LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0303 ***********************************************************************
 GD0303  DESIGNATION -  U 174
 GD0303  PID         -  GD0303
 GD0303  STATE/COUNTY-  TN/OBION
 GD0303  USGS QUAD   -  MC CONNELL (1983)
 GD0303
 GD0303                         *CURRENT SURVEY CONTROL
 GD0303  ___________________________________________________________________
 GD0303* NAD 83(1986)-  36 29 42.     (N)    088 52 00.     (W)     SCALED    
 GD0303* NAVD 88     -       112.174  (meters)     368.02   (feet)  ADJUSTED  
 GD0303  ___________________________________________________________________
 GD0303  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD0303  DYNAMIC HT  -         112.086 (meters)     367.74  (feet)  COMP
 GD0303  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 GD0303
 GD0303  VERT ORDER  -  FIRST     CLASS II
 GD0303
 GD0303.The horizontal coordinates were scaled from a topographic map and have
 GD0303.an estimated accuracy of +/- 6 seconds.
 GD0303
 GD0303.The orthometric height was determined by differential leveling
 GD0303.and adjusted by the National Geodetic Survey in June 1991..
 GD0303
 GD0303.The geoid height was determined by GEOID03.
 GD0303
 GD0303.The dynamic height is computed by dividing the NAVD 88
 GD0303.geopotential number by the normal gravity value computed on the
 GD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0303.degrees latitude (g = 980.6199 gals.).
 GD0303
 GD0303.The modeled gravity was interpolated from observed gravity values.
 GD0303
 GD0303;                    North         East    Units  Estimated Accuracy
 GD0303;SPC TN       -   243,600.      343,190.      MT  (+/- 180 meters Scaled)
 GD0303
 GD0303                          SUPERSEDED SURVEY CONTROL
 GD0303
 GD0303  NGVD 29 (??/??/??)  112.151  (m)          367.95   (f) ADJUSTED    1 2
 GD0303
 GD0303.Superseded values are not recommended for survey control.
 GD0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0303.See file dsdata.txt to determine how the superseded data were derived.
 GD0303
 GD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF328404(NAD 83)
 GD0303_MARKER: DB = BENCH MARK DISK
 GD0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0303_STAMPING: U 174 1948
 GD0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0303+STABILITY: SURFACE MOTION
 GD0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0303+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0303
 GD0303  HISTORY     - Date     Condition        Report By
 GD0303  HISTORY     - 1948     MONUMENTED       CGS
 GD0303  HISTORY     - 1967     GOOD             CGS
 GD0303  HISTORY     - 1988     GOOD             USPSQD
 GD0303  HISTORY     - 20020820 GOOD             USACE
 GD0303
 GD0303                          STATION DESCRIPTION
 GD0303
 GD0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0303'0.9 MI S FROM FULTON.
 GD0303'THE MARK IS ABOUT 0.9 OF A MILE SOUTH ALONG THE ILLINOIS CENTRAL
 GD0303'RAILROAD FROM THE UNION STATION AT FULTON, KY., ABOUT 0.1 MILE
 GD0303'NORTH OF MILEPOST C 407, AT AN OILED PUBLIC ROAD CROSSING AND
 GD0303'THE JUNCTION OF A ROAD SOUTH ALONG THE SOUTHWEST SIDE OF THE TRACKS,
 GD0303'109 FEET WEST OF THE CENTER OF THE CROSSING, 96 FEET SOUTHWEST
 GD0303'OF THE SOUTHWEST RAIL, 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD0303'OF THE ROAD SOUTH, 24 FEET WEST OF THE SOUTHWEST END OF A 24-INCH
 GD0303'CONCRETE CULVERT, 15 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD0303'OILED ROAD, 1 FOOT NORTH OF A FENCE, AND 0.7 OF A FOOT WEST OF A
 GD0303'METAL WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK
 GD0303'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD0303'PROJECTS 2 INCHES AND THE DISK IS STAMPED U 174 1948.
 GD0303
 GD0303                          STATION RECOVERY (1988)
 GD0303
 GD0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD0303'RECOVERED IN GOOD CONDITION.
 GD0303
 GD0303                          STATION RECOVERY (2002)
 GD0303
 GD0303'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0303'OILED ROAD AT RR CROSSING IS EAST COLLINWOOD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1206 ***********************************************************************
 FD1206  DESIGNATION -  U 175
 FD1206  PID         -  FD1206
 FD1206  STATE/COUNTY-  TN/PERRY
 FD1206  USGS QUAD   -  LINDEN (1968)
 FD1206
 FD1206                         *CURRENT SURVEY CONTROL
 FD1206  ___________________________________________________________________
 FD1206* NAD 83(1986)-  35 35 08.     (N)    087 47 55.     (W)     SCALED    
 FD1206* NAVD 88     -       256.914  (meters)     842.89   (feet)  ADJUSTED  
 FD1206  ___________________________________________________________________
 FD1206  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1206  DYNAMIC HT  -         256.681 (meters)     842.13  (feet)  COMP
 FD1206  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 FD1206
 FD1206  VERT ORDER  -  FIRST     CLASS II
 FD1206
 FD1206.The horizontal coordinates were scaled from a topographic map and have
 FD1206.an estimated accuracy of +/- 6 seconds.
 FD1206
 FD1206.The orthometric height was determined by differential leveling
 FD1206.and adjusted by the National Geodetic Survey in June 1991..
 FD1206
 FD1206.The geoid height was determined by GEOID03.
 FD1206
 FD1206.The dynamic height is computed by dividing the NAVD 88
 FD1206.geopotential number by the normal gravity value computed on the
 FD1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1206.degrees latitude (g = 980.6199 gals.).
 FD1206
 FD1206.The modeled gravity was interpolated from observed gravity values.
 FD1206
 FD1206;                    North         East    Units  Estimated Accuracy
 FD1206;SPC TN       -   140,430.      437,000.      MT  (+/- 180 meters Scaled)
 FD1206
 FD1206                          SUPERSEDED SURVEY CONTROL
 FD1206
 FD1206  NGVD 29 (??/??/92)  256.906  (m)          842.87   (f) ADJ UNCH    1 2
 FD1206
 FD1206.Superseded values are not recommended for survey control.
 FD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1206.See file dsdata.txt to determine how the superseded data were derived.
 FD1206
 FD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE276382(NAD 83)
 FD1206_MARKER: DB = BENCH MARK DISK
 FD1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1206_STAMPING: U 175 1949
 FD1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1206+STABILITY: SURFACE MOTION
 FD1206
 FD1206  HISTORY     - Date     Condition        Report By
 FD1206  HISTORY     - 1949     MONUMENTED       CGS
 FD1206  HISTORY     - 1974     GOOD             TVA
 FD1206
 FD1206                          STATION DESCRIPTION
 FD1206
 FD1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1206'4.2 MI SE FROM LINDEN.
 FD1206'ABOUT 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1206'HOUSE AT LINDEN, ABOUT 0.9 MILE EAST OF THE JUNCTION OF A GRAVEL
 FD1206'ROAD LEADING SOUTH AND UPHILL, 45 FEET SOUTHEAST OF THE CENTER
 FD1206'LINE OF THE HIGHWAY, 11 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 FD1206'8-INCH OAK TREE, 78.5 FEET SOUTH-SOUTHWEST OF A HIGHWAY CURVE
 FD1206'SIGN, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1206'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1206
 FD1206                          STATION RECOVERY (1974)
 FD1206
 FD1206'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1206'ADD TO DESCRIPTION - 10.8 FT. N 50 E TO 12 IN. MOUNTAIN OAK 8.6 FT. S
 FD1206'45 E TO 6 IN. HICKORY T.V.A. POST AND SIGN SET AT MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0750 ***********************************************************************
 FD0750  DESIGNATION -  U 176
 FD0750  PID         -  FD0750
 FD0750  STATE/COUNTY-  TN/LEWIS
 FD0750  USGS QUAD   -  GORDONSBURG (1979)
 FD0750
 FD0750                         *CURRENT SURVEY CONTROL
 FD0750  ___________________________________________________________________
 FD0750* NAD 83(1986)-  35 30 36.     (N)    087 28 06.     (W)     SCALED    
 FD0750* NAVD 88     -       279.520  (meters)     917.06   (feet)  ADJUSTED  
 FD0750  ___________________________________________________________________
 FD0750  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD0750  DYNAMIC HT  -         279.263 (meters)     916.22  (feet)  COMP
 FD0750  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FD0750
 FD0750  VERT ORDER  -  FIRST     CLASS II
 FD0750
 FD0750.The horizontal coordinates were scaled from a topographic map and have
 FD0750.an estimated accuracy of +/- 6 seconds.
 FD0750
 FD0750.The orthometric height was determined by differential leveling
 FD0750.and adjusted by the National Geodetic Survey in June 1991..
 FD0750
 FD0750.The geoid height was determined by GEOID03.
 FD0750
 FD0750.The dynamic height is computed by dividing the NAVD 88
 FD0750.geopotential number by the normal gravity value computed on the
 FD0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0750.degrees latitude (g = 980.6199 gals.).
 FD0750
 FD0750.The modeled gravity was interpolated from observed gravity values.
 FD0750
 FD0750;                    North         East    Units  Estimated Accuracy
 FD0750;SPC TN       -   131,550.      466,810.      MT  (+/- 180 meters Scaled)
 FD0750
 FD0750                          SUPERSEDED SURVEY CONTROL
 FD0750
 FD0750  NGVD 29 (??/??/92)  279.498  (m)          916.99   (f) ADJ UNCH    1 2
 FD0750
 FD0750.Superseded values are not recommended for survey control.
 FD0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0750.See file dsdata.txt to determine how the superseded data were derived.
 FD0750
 FD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE575297(NAD 83)
 FD0750_MARKER: DB = BENCH MARK DISK
 FD0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0750_STAMPING: U 176 1949
 FD0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0750+STABILITY: SURFACE MOTION
 FD0750
 FD0750  HISTORY     - Date     Condition        Report By
 FD0750  HISTORY     - 1949     MONUMENTED       CGS
 FD0750
 FD0750                          STATION DESCRIPTION
 FD0750
 FD0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0750'6.1 MI E FROM HOHENWALD.
 FD0750'ABOUT 6.1 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0750'NATIONAL BANK AT HOHENWALD, ABOUT 0.5 MILE NORTHWEST OF THE
 FD0750'ENTRANCE TO THE MERIWETHER LEWIS NATIONAL PARK, 39 FEET NORTHEAST
 FD0750'OF THE CENTER LINE OF THE HIGHWAY, 35.5 FEET SOUTHEAST OF THE
 FD0750'FENCE LINE AT THE NORTHWEST BOUNDARY OF THE PARK, 36.5 FEET
 FD0750'SOUTHEAST OF A BOUNDARY LINE CONCRETE MARKER POST WITH US. DEPT.
 FD0750'OF INTERIOR, N.P.D. DISK IN POST, 2 FEET NORTHEAST OF A WHITE
 FD0750'WOODEN WITNESS POST, IN A RAIL FENCE LINE 1 FOOT BELOW THE
 FD0750'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD0750'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0297 ***********************************************************************
 GD0297  DESIGNATION -  U 177
 GD0297  PID         -  GD0297
 GD0297  STATE/COUNTY-  TN/WEAKLEY
 GD0297  USGS QUAD   -  COMO (1985)
 GD0297
 GD0297                         *CURRENT SURVEY CONTROL
 GD0297  ___________________________________________________________________
 GD0297* NAD 83(1986)-  36 17 41.     (N)    088 33 53.     (W)     SCALED    
 GD0297* NAVD 88     -       119.132  (meters)     390.85   (feet)  ADJUSTED  
 GD0297  ___________________________________________________________________
 GD0297  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0297  DYNAMIC HT  -         119.035 (meters)     390.53  (feet)  COMP
 GD0297  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GD0297
 GD0297  VERT ORDER  -  FIRST     CLASS II
 GD0297
 GD0297.The horizontal coordinates were scaled from a topographic map and have
 GD0297.an estimated accuracy of +/- 6 seconds.
 GD0297
 GD0297.The orthometric height was determined by differential leveling
 GD0297.and adjusted by the National Geodetic Survey in June 1991..
 GD0297
 GD0297.The geoid height was determined by GEOID03.
 GD0297
 GD0297.The dynamic height is computed by dividing the NAVD 88
 GD0297.geopotential number by the normal gravity value computed on the
 GD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0297.degrees latitude (g = 980.6199 gals.).
 GD0297
 GD0297.The modeled gravity was interpolated from observed gravity values.
 GD0297
 GD0297;                    North         East    Units  Estimated Accuracy
 GD0297;SPC TN       -   220,640.      369,650.      MT  (+/- 180 meters Scaled)
 GD0297
 GD0297                          SUPERSEDED SURVEY CONTROL
 GD0297
 GD0297  NGVD 29 (??/??/??)  119.166  (m)          390.96   (f) ADJUSTED    1 2
 GD0297
 GD0297.Superseded values are not recommended for survey control.
 GD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0297.See file dsdata.txt to determine how the superseded data were derived.
 GD0297
 GD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF594177(NAD 83)
 GD0297_MARKER: DB = BENCH MARK DISK
 GD0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0297_STAMPING: U 177 1949
 GD0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0297+STABILITY: SURFACE MOTION
 GD0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0297+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0297
 GD0297  HISTORY     - Date     Condition        Report By
 GD0297  HISTORY     - 1949     MONUMENTED       CGS
 GD0297  HISTORY     - 1967     GOOD             CGS
 GD0297  HISTORY     - 20020827 GOOD             USACE
 GD0297
 GD0297                          STATION DESCRIPTION
 GD0297
 GD0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0297'8 MI E FROM DRESDEN.
 GD0297'THE MARK IS ABOUT 8.05 MILES EAST ALONG STATE ROUTE 54 FROM THE
 GD0297'WEAKLEY COUNTY COURTHOUSE IN DRESDEN, ABOUT 0.2 OF A MILE EAST OF
 GD0297'THE EAST END OF A HIGHWAY BRIDGE, ABOUT 0.1 OF A MILE WEST OF THE
 GD0297'JUNCTION OF A GRAVELED ROAD SOUTH, 50 FEET SOUTH OF THE
 GD0297'APPROXIMATE CENTER OF STATE ROUTE 54, 33 FEET WEST OF A 20-INCH
 GD0297'OAK TREE, 33 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 GD0297'1.4 FEET NORTH OF A FENCE, AND 0.8 OF A FOOT NORTH OF A METAL
 GD0297'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN
 GD0297'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3
 GD0297'INCHES AND THE DISK IS STAMPED U 177 1949.
 GD0297
 GD0297                          STATION RECOVERY (2002)
 GD0297
 GD0297'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0228 ***********************************************************************
 FD0228  DESIGNATION -  U 178
 FD0228  PID         -  FD0228
 FD0228  STATE/COUNTY-  TN/FRANKLIN
 FD0228  USGS QUAD   -  WINCHESTER (1971)
 FD0228
 FD0228                         *CURRENT SURVEY CONTROL
 FD0228  ___________________________________________________________________
 FD0228* NAD 83(1986)-  35 11 13.     (N)    086 06 18.     (W)     SCALED    
 FD0228* NAVD 88     -       282.984  (meters)     928.42   (feet)  ADJUSTED  
 FD0228  ___________________________________________________________________
 FD0228  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0228  DYNAMIC HT  -         282.707 (meters)     927.51  (feet)  COMP
 FD0228  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FD0228
 FD0228  VERT ORDER  -  FIRST     CLASS II
 FD0228
 FD0228.The horizontal coordinates were scaled from a topographic map and have
 FD0228.an estimated accuracy of +/- 6 seconds.
 FD0228
 FD0228.The orthometric height was determined by differential leveling
 FD0228.and adjusted by the National Geodetic Survey in June 1991..
 FD0228
 FD0228.The geoid height was determined by GEOID03.
 FD0228
 FD0228.The dynamic height is computed by dividing the NAVD 88
 FD0228.geopotential number by the normal gravity value computed on the
 FD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0228.degrees latitude (g = 980.6199 gals.).
 FD0228
 FD0228.The modeled gravity was interpolated from observed gravity values.
 FD0228
 FD0228;                    North         East    Units  Estimated Accuracy
 FD0228;SPC TN       -    94,710.      590,440.      MT  (+/- 180 meters Scaled)
 FD0228
 FD0228                          SUPERSEDED SURVEY CONTROL
 FD0228
 FD0228  NGVD 29 (??/??/92)  282.958  (m)          928.34   (f) ADJ UNCH    1 2
 FD0228
 FD0228.Superseded values are not recommended for survey control.
 FD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0228.See file dsdata.txt to determine how the superseded data were derived.
 FD0228
 FD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED814941(NAD 83)
 FD0228_MARKER: DB = BENCH MARK DISK
 FD0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0228_SP_SET: BRIDGE
 FD0228_STAMPING: U 178 1949
 FD0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0228
 FD0228  HISTORY     - Date     Condition        Report By
 FD0228  HISTORY     - 1949     MONUMENTED       CGS
 FD0228  HISTORY     - 1965     GOOD             TVA
 FD0228  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0228
 FD0228                          STATION DESCRIPTION
 FD0228
 FD0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0228'0.6 MI NE FROM WINCHESTER.
 FD0228'0.6 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0228'RAILWAY FROM THE STATION AT WINCHESTER, SET IN THE TOP OF THE
 FD0228'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF RAILWAY BRIDGE NO. 2.4
 FD0228'OVER BOILING FORK CREEK, 8.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 FD0228'AND ABOUT 3 FEET BELOW THE TRACK.
 FD0228
 FD0228                          STATION RECOVERY (1965)
 FD0228
 FD0228'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0228'RECOVERED IN GOOD CONDITION.
 FD0228
 FD0228                          STATION RECOVERY (1999)
 FD0228
 FD0228'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0228'MONUMENT NOT REACHABLE DUE TO BRIDGE BEING REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0344 ***********************************************************************
 FD0344  DESIGNATION -  U 179
 FD0344  PID         -  FD0344
 FD0344  STATE/COUNTY-  TN/LINCOLN
 FD0344  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0344
 FD0344                         *CURRENT SURVEY CONTROL
 FD0344  ___________________________________________________________________
 FD0344* NAD 83(1986)-  35 09 46.     (N)    086 33 51.     (W)     SCALED    
 FD0344* NAVD 88     -       212.379  (meters)     696.78   (feet)  ADJUSTED  
 FD0344  ___________________________________________________________________
 FD0344  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0344  DYNAMIC HT  -         212.183 (meters)     696.14  (feet)  COMP
 FD0344  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 FD0344
 FD0344  VERT ORDER  -  FIRST     CLASS II
 FD0344
 FD0344.The horizontal coordinates were scaled from a topographic map and have
 FD0344.an estimated accuracy of +/- 6 seconds.
 FD0344
 FD0344.The orthometric height was determined by differential leveling
 FD0344.and adjusted by the National Geodetic Survey in June 1991..
 FD0344
 FD0344.The geoid height was determined by GEOID03.
 FD0344
 FD0344.The dynamic height is computed by dividing the NAVD 88
 FD0344.geopotential number by the normal gravity value computed on the
 FD0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0344.degrees latitude (g = 980.6199 gals.).
 FD0344
 FD0344.The modeled gravity was interpolated from observed gravity values.
 FD0344
 FD0344;                    North         East    Units  Estimated Accuracy
 FD0344;SPC TN       -    92,180.      548,600.      MT  (+/- 180 meters Scaled)
 FD0344
 FD0344                          SUPERSEDED SURVEY CONTROL
 FD0344
 FD0344  NGVD 29 (??/??/92)  212.362  (m)          696.72   (f) ADJ UNCH    1 2
 FD0344
 FD0344.Superseded values are not recommended for survey control.
 FD0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0344.See file dsdata.txt to determine how the superseded data were derived.
 FD0344
 FD0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED396911(NAD 83)
 FD0344_MARKER: DB = BENCH MARK DISK
 FD0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0344_SP_SET: FOUNDATION
 FD0344_STAMPING: U 179 1949
 FD0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0344
 FD0344  HISTORY     - Date     Condition        Report By
 FD0344  HISTORY     - 1949     MONUMENTED       CGS
 FD0344
 FD0344                          STATION DESCRIPTION
 FD0344
 FD0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0344'0.4 MI NW FROM FAYETTEVILLE.
 FD0344'AT FAYETTEVILLE, ABOUT 0.45 MILE NORTHWEST ALONG THE NASHVILLE,
 FD0344'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE CROSSING OF U.S.
 FD0344'HIGHWAY 64 AT FAYETTEVILLE, AT ELK MILL, SET IN THE TOP OF THE
 FD0344'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE NORTH LEG OF
 FD0344'THE WATER TANK AT ELK MILL, 24 FEET SOUTHWEST OF THE SOUTHWEST
 FD0344'RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0231 ***********************************************************************
 GD0231  DESIGNATION -  U 18
 GD0231  PID         -  GD0231
 GD0231  STATE/COUNTY-  TN/CARROLL
 GD0231  USGS QUAD   -  VALE (1985)
 GD0231
 GD0231                         *CURRENT SURVEY CONTROL
 GD0231  ___________________________________________________________________
 GD0231* NAD 83(1986)-  36 06 20.     (N)    088 15 26.     (W)     SCALED    
 GD0231* NAVD 88     -       126.491  (meters)     415.00   (feet)  ADJUSTED  
 GD0231  ___________________________________________________________________
 GD0231  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0231  DYNAMIC HT  -         126.386 (meters)     414.65  (feet)  COMP
 GD0231  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GD0231
 GD0231  VERT ORDER  -  FIRST     CLASS II
 GD0231
 GD0231.The horizontal coordinates were scaled from a topographic map and have
 GD0231.an estimated accuracy of +/- 6 seconds.
 GD0231
 GD0231.The orthometric height was determined by differential leveling
 GD0231.and adjusted by the National Geodetic Survey in June 1991..
 GD0231
 GD0231.The geoid height was determined by GEOID03.
 GD0231
 GD0231.The dynamic height is computed by dividing the NAVD 88
 GD0231.geopotential number by the normal gravity value computed on the
 GD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0231.degrees latitude (g = 980.6199 gals.).
 GD0231
 GD0231.The modeled gravity was interpolated from observed gravity values.
 GD0231
 GD0231;                    North         East    Units  Estimated Accuracy
 GD0231;SPC TN       -   198,970.      396,780.      MT  (+/- 180 meters Scaled)
 GD0231
 GD0231                          SUPERSEDED SURVEY CONTROL
 GD0231
 GD0231  NGVD 29 (??/??/??)  126.522  (m)          415.10   (f) ADJUSTED    1 2
 GD0231
 GD0231.Superseded values are not recommended for survey control.
 GD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0231.See file dsdata.txt to determine how the superseded data were derived.
 GD0231
 GD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE868963(NAD 83)
 GD0231_MARKER: DB = BENCH MARK DISK
 GD0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0231_STAMPING: 415.298 U 18 1934
 GD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0231+STABILITY: SURFACE MOTION
 GD0231
 GD0231  HISTORY     - Date     Condition        Report By
 GD0231  HISTORY     - 1934     MONUMENTED       CGS
 GD0231  HISTORY     - 1935     GOOD             CGS
 GD0231  HISTORY     - 1971     GOOD             NGS
 GD0231
 GD0231                          STATION DESCRIPTION
 GD0231
 GD0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0231'AT VALE.
 GD0231'AT VALE, CARROLL COUNTY, ON THE NASHVILLE, CHATTANOOGA AND ST.
 GD0231'LOUIS RAILWAY, 250 FEET SOUTHEAST OF THE STATION, 25 POLES SOUTH
 GD0231'OF MILEPOST 80, 122 FEET NORTH OF A TOOLHOUSE, 30 FEET SOUTH OF
 GD0231'THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET NORTHWEST OF POLE
 GD0231'80/25.  A STANDARD DISK, STAMPED 415.298 U 18 1934 AND SET IN THE
 GD0231'TOP OF A CONCRETE POST.
 GD0231
 GD0231                          STATION RECOVERY (1971)
 GD0231
 GD0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0308 ***********************************************************************
 FD0308  DESIGNATION -  U 180
 FD0308  PID         -  FD0308
 FD0308  STATE/COUNTY-  TN/MARSHALL
 FD0308  USGS QUAD   -  BELFAST (1982)
 FD0308
 FD0308                         *CURRENT SURVEY CONTROL
 FD0308  ___________________________________________________________________
 FD0308* NAD 83(1986)-  35 25 31.     (N)    086 42 53.     (W)     SCALED    
 FD0308* NAVD 88     -       255.250  (meters)     837.43   (feet)  ADJUSTED  
 FD0308  ___________________________________________________________________
 FD0308  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0308  DYNAMIC HT  -         255.017 (meters)     836.67  (feet)  COMP
 FD0308  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FD0308
 FD0308  VERT ORDER  -  FIRST     CLASS II
 FD0308
 FD0308.The horizontal coordinates were scaled from a topographic map and have
 FD0308.an estimated accuracy of +/- 6 seconds.
 FD0308
 FD0308.The orthometric height was determined by differential leveling
 FD0308.and adjusted by the National Geodetic Survey in June 1991..
 FD0308
 FD0308.The geoid height was determined by GEOID03.
 FD0308
 FD0308.The dynamic height is computed by dividing the NAVD 88
 FD0308.geopotential number by the normal gravity value computed on the
 FD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0308.degrees latitude (g = 980.6199 gals.).
 FD0308
 FD0308.The modeled gravity was interpolated from observed gravity values.
 FD0308
 FD0308;                    North         East    Units  Estimated Accuracy
 FD0308;SPC TN       -   121,390.      535,100.      MT  (+/- 180 meters Scaled)
 FD0308
 FD0308                          SUPERSEDED SURVEY CONTROL
 FD0308
 FD0308  NGVD 29 (??/??/92)  255.223  (m)          837.34   (f) ADJ UNCH    1 2
 FD0308
 FD0308.Superseded values are not recommended for survey control.
 FD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0308.See file dsdata.txt to determine how the superseded data were derived.
 FD0308
 FD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE258202(NAD 83)
 FD0308_MARKER: DB = BENCH MARK DISK
 FD0308_SETTING: 66 = SET IN ROCK OUTCROP
 FD0308_SP_SET: SET IN ROCK OUTCROP
 FD0308_STAMPING: U 180 1949
 FD0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0308+STABILITY: POSITION/ELEVATION WELL
 FD0308
 FD0308  HISTORY     - Date     Condition        Report By
 FD0308  HISTORY     - 1949     MONUMENTED       CGS
 FD0308
 FD0308                          STATION DESCRIPTION
 FD0308
 FD0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0308'0.8 MI NW FROM BELFAST.
 FD0308'0.75 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0308'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0308'ABOUT 0.1 MILE WEST OF A FARM ROAD CROSSING, ABOUT 0.15 MILE
 FD0308'EAST OF A FARM ROAD CROSSING, 39 FEET WEST OF MILE POST 62, 15
 FD0308'FEET NORTHWEST OF A TELEPHONE POLE, 8 1/2 FEET SOUTH OF THE
 FD0308'SOUTH RAIL AND SET IN THE TOP OF AN OUTCROPPING OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1407 ***********************************************************************
 GC1407  DESIGNATION -  U 181
 GC1407  PID         -  GC1407
 GC1407  STATE/COUNTY-  TN/CHEATHAM
 GC1407  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1407
 GC1407                         *CURRENT SURVEY CONTROL
 GC1407  ___________________________________________________________________
 GC1407* NAD 83(1986)-  36 18 58.     (N)    087 09 34.     (W)     SCALED    
 GC1407* NAVD 88     -       124.400  (meters)     408.14   (feet)  ADJUSTED  
 GC1407  ___________________________________________________________________
 GC1407  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC1407  DYNAMIC HT  -         124.296 (meters)     407.79  (feet)  COMP
 GC1407  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GC1407
 GC1407  VERT ORDER  -  FIRST     CLASS II
 GC1407
 GC1407.The horizontal coordinates were scaled from a topographic map and have
 GC1407.an estimated accuracy of +/- 6 seconds.
 GC1407
 GC1407.The orthometric height was determined by differential leveling
 GC1407.and adjusted by the National Geodetic Survey in June 1991..
 GC1407
 GC1407.The geoid height was determined by GEOID03.
 GC1407
 GC1407.The dynamic height is computed by dividing the NAVD 88
 GC1407.geopotential number by the normal gravity value computed on the
 GC1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1407.degrees latitude (g = 980.6199 gals.).
 GC1407
 GC1407.The modeled gravity was interpolated from observed gravity values.
 GC1407
 GC1407;                    North         East    Units  Estimated Accuracy
 GC1407;SPC TN       -   220,610.      495,880.      MT  (+/- 180 meters Scaled)
 GC1407
 GC1407                          SUPERSEDED SURVEY CONTROL
 GC1407
 GC1407  NGVD 29 (??/??/92)  124.457  (m)          408.32   (f) ADJ UNCH    1 2
 GC1407
 GC1407.Superseded values are not recommended for survey control.
 GC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1407.See file dsdata.txt to determine how the superseded data were derived.
 GC1407
 GC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF856190(NAD 83)
 GC1407_MARKER: DB = BENCH MARK DISK
 GC1407_SETTING: 66 = SET IN ROCK OUTCROP
 GC1407_SP_SET: ROCK LEDGE
 GC1407_STAMPING: U 181 1949
 GC1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1407+STABILITY: POSITION/ELEVATION WELL
 GC1407
 GC1407  HISTORY     - Date     Condition        Report By
 GC1407  HISTORY     - 1949     MONUMENTED       CGS
 GC1407  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1407
 GC1407                          STATION DESCRIPTION
 GC1407
 GC1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1407'5.8 MI NW FROM ASHLAND CITY.
 GC1407'5.85 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1407'THE STATION AT ASHLAND CITY, ABOUT 1.2 MILES WEST OF THE STATION
 GC1407'AT CHAPMANSBORO, ABOUT 1.9 MILES SOUTHEAST OF THE STATION SIGN
 GC1407'FOX BLUFF, 42.5 FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM MILE
 GC1407'POST 35, 113 FEET EAST OF THE EAST END OF 70-FOOT TRESTLE NO.
 GC1407'H 35-05 OVER A SMALL STREAM, 8.5 FEET NORTH OF THE NORTH RAIL,
 GC1407'SET IN THE TOP OF A ROCK LEDGE AT BOTTOM OF OVERHANGING ROCK CLIFF,
 GC1407'AND ABOUT 0.5 FOOT ABOVE THE TRACK.
 GC1407
 GC1407                          STATION RECOVERY (1984)
 GC1407
 GC1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1407'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1130 ***********************************************************************
 GC1130  DESIGNATION -  U 182
 GC1130  PID         -  GC1130
 GC1130  STATE/COUNTY-  TN/MONTGOMERY
 GC1130  USGS QUAD   -  CLARKSVILLE (1984)
 GC1130
 GC1130                         *CURRENT SURVEY CONTROL
 GC1130  ___________________________________________________________________
 GC1130* NAD 83(1986)-  36 32 53.     (N)    087 21 03.     (W)     SCALED    
 GC1130* NAVD 88     -       123.344  (meters)     404.67   (feet)  ADJUSTED  
 GC1130  ___________________________________________________________________
 GC1130  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1130  DYNAMIC HT  -         123.241 (meters)     404.33  (feet)  COMP
 GC1130  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GC1130
 GC1130  VERT ORDER  -  FIRST     CLASS II
 GC1130
 GC1130.The horizontal coordinates were scaled from a topographic map and have
 GC1130.an estimated accuracy of +/- 6 seconds.
 GC1130
 GC1130.The orthometric height was determined by differential leveling
 GC1130.and adjusted by the National Geodetic Survey in June 1991..
 GC1130
 GC1130.The geoid height was determined by GEOID03.
 GC1130
 GC1130.The dynamic height is computed by dividing the NAVD 88
 GC1130.geopotential number by the normal gravity value computed on the
 GC1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1130.degrees latitude (g = 980.6199 gals.).
 GC1130
 GC1130.The modeled gravity was interpolated from observed gravity values.
 GC1130
 GC1130;                    North         East    Units  Estimated Accuracy
 GC1130;SPC TN       -   246,560.      479,050.      MT  (+/- 180 meters Scaled)
 GC1130
 GC1130                          SUPERSEDED SURVEY CONTROL
 GC1130
 GC1130  NGVD 29 (??/??/92)  123.410  (m)          404.89   (f) ADJ UNCH    1 2
 GC1130
 GC1130.Superseded values are not recommended for survey control.
 GC1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1130.See file dsdata.txt to determine how the superseded data were derived.
 GC1130
 GC1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF686447(NAD 83)
 GC1130_MARKER: DB = BENCH MARK DISK
 GC1130_SETTING: 66 = SET IN ROCK OUTCROP
 GC1130_SP_SET: ROCK LEDGE
 GC1130_STAMPING: U 182 1949
 GC1130_MARK LOGO: CGS   
 GC1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1130+STABILITY: POSITION/ELEVATION WELL
 GC1130
 GC1130  HISTORY     - Date     Condition        Report By
 GC1130  HISTORY     - 1949     MONUMENTED       CGS
 GC1130  HISTORY     - 1984     GOOD             NGS
 GC1130
 GC1130                          STATION DESCRIPTION
 GC1130
 GC1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1130'1.9 MI N FROM CLARKSVILLE.
 GC1130'1.9 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1130'STATION AT CLARKSVILLE, 48 FEET SOUTH OF MILE POST H 58, 127
 GC1130'YARDS SOUTH OF STATION SIGN ADAIRVILLE AND THE SOUTH END OF A SWITCH
 GC1130'TRACK, 7.8 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF A SMALL ROCK
 GC1130'LEDGE PROJECTING OUT OF BOTTOM OF CUT BANK INTO THE DITCH, ABOUT
 GC1130'LEVEL WITH THE TRACK.
 GC1130
 GC1130                          STATION RECOVERY (1984)
 GC1130
 GC1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1130'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD TRACKS ARE BEING
 GC1130'TAKEN OUT AND THE MILE MARKER WAS FOUND LAYING ON THE GROUND, ADD
 GC1130'119.79 METERS (393.0 FT) NORTH OF THE CENTER OF A ROCK ROAD CROSSING,
 GC1130'AND 0.15 METERS (0.5 FT) WEST OF THE EAST EDGE OF THE ROCK PLATFORM.
 GC1130'NOT LEVELED TO THIS SURVEY.
 GC1130'THE MARK IS ABOVE LEVEL WITH RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0392 ***********************************************************************
 EE0392  DESIGNATION -  U 183
 EE0392  PID         -  EE0392
 EE0392  STATE/COUNTY-  TN/MARION
 EE0392  USGS QUAD   -  NEW HOME (1982)
 EE0392
 EE0392                         *CURRENT SURVEY CONTROL
 EE0392  ___________________________________________________________________
 EE0392* NAD 83(1986)-  34 59 30.     (N)    085 30 23.     (W)     SCALED    
 EE0392* NAVD 88     -       261.474  (meters)     857.85   (feet)  ADJUSTED  
 EE0392  ___________________________________________________________________
 EE0392  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EE0392  DYNAMIC HT  -         261.218 (meters)     857.01  (feet)  COMP
 EE0392  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 EE0392
 EE0392  VERT ORDER  -  FIRST     CLASS II
 EE0392
 EE0392.The horizontal coordinates were scaled from a topographic map and have
 EE0392.an estimated accuracy of +/- 6 seconds.
 EE0392
 EE0392.The orthometric height was determined by differential leveling
 EE0392.and adjusted by the National Geodetic Survey in June 1991..
 EE0392.WARNING-Repeat measurements at this control monument indicate possible
 EE0392.vertical movement.
 EE0392
 EE0392.The geoid height was determined by GEOID03.
 EE0392
 EE0392.The dynamic height is computed by dividing the NAVD 88
 EE0392.geopotential number by the normal gravity value computed on the
 EE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0392.degrees latitude (g = 980.6199 gals.).
 EE0392
 EE0392.The modeled gravity was interpolated from observed gravity values.
 EE0392
 EE0392;                    North         East    Units  Estimated Accuracy
 EE0392;SPC TN       -    73,160.      645,070.      MT  (+/- 180 meters Scaled)
 EE0392
 EE0392                          SUPERSEDED SURVEY CONTROL
 EE0392
 EE0392  NGVD 29 (??/??/92)  261.479  (m)          857.87   (f) ADJ UNCH    1 2
 EE0392
 EE0392.Superseded values are not recommended for survey control.
 EE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0392.See file dsdata.txt to determine how the superseded data were derived.
 EE0392
 EE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD363731(NAD 83)
 EE0392_MARKER: DB = BENCH MARK DISK
 EE0392_SETTING: 66 = SET IN ROCK OUTCROP
 EE0392_SP_SET: ROCK OUTCROP
 EE0392_STAMPING: U 183 1950
 EE0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0392+STABILITY: POSITION/ELEVATION WELL
 EE0392
 EE0392  HISTORY     - Date     Condition        Report By
 EE0392  HISTORY     - 1950     MONUMENTED       CGS
 EE0392  HISTORY     - 1963     GOOD             NGS
 EE0392  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0392
 EE0392                          STATION DESCRIPTION
 EE0392
 EE0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0392'0.4 MI NW FROM WHITESIDE.
 EE0392'ABOUT 3.7 MILES EASTERLY ALONG NO. 134 TENNESSEE HWY. FROM ITS
 EE0392'T-INTERSECTION WITH NO. 72 U.S. HWY. IN GUILD, TENN., TO CURVE
 EE0392'ABOUT 0.15 MILE SE OF A 90-FOOT CONE. BRIDGE OR ABOUT 0.5 MILE
 EE0392'NW OF POST OFFICE IN WHITESIDE, THENCE ABOUT 300 YARDS N ALONG
 EE0392'WOODS PATH UP TO RUBBLE-WALLED SITE OF OLD SECTION HOUSES OF
 EE0392'LOUISVILLE AND NASHVILLE RAILROAD AND THE MARK ACROSS RAILROAD
 EE0392'THEREFROM, ABOUT 51 YARDS N OF A SWITCH AT THE SSE END OF ESTIMATED
 EE0392'HALF-MILE RAILROAD TANGENT, 74 FEET N OF NO. 136.4 RAILROAD
 EE0392'TRAFFIC LIGHT, 27 FEET ENE OF ENE RAIL OF MAIN LINE DOUBLE TRACKS,
 EE0392'3.6 FEET HIGHER THAN TOP OF SAME, OPPOSITE SIDE OF TRACKS FROM
 EE0392'MIDWAY BETWEEN NOS. 136/13 AND /14 CREOSOTED TELEPHONE POLES,
 EE0392'SET IN DRILL HOLE IN TOP OR E CORNER OF 3-BY 4-FOOT EXPOSURE
 EE0392'OF ROCK.
 EE0392
 EE0392                          STATION RECOVERY (1983)
 EE0392
 EE0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0392'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1091 ***********************************************************************
 FC1091  DESIGNATION -  U 184
 FC1091  PID         -  FC1091
 FC1091  STATE/COUNTY-  TN/HAMILTON
 FC1091  USGS QUAD   -  DAISY (1976)
 FC1091
 FC1091                         *CURRENT SURVEY CONTROL
 FC1091  ___________________________________________________________________
 FC1091* NAD 83(1986)-  35 14 51.     (N)    085 11 01.     (W)     SCALED    
 FC1091* NAVD 88     -       220.471  (meters)     723.33   (feet)  ADJUSTED  
 FC1091  ___________________________________________________________________
 FC1091  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1091  DYNAMIC HT  -         220.252 (meters)     722.61  (feet)  COMP
 FC1091  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 FC1091
 FC1091  VERT ORDER  -  FIRST     CLASS II
 FC1091
 FC1091.The horizontal coordinates were scaled from a topographic map and have
 FC1091.an estimated accuracy of +/- 6 seconds.
 FC1091
 FC1091.The orthometric height was determined by differential leveling
 FC1091.and adjusted by the National Geodetic Survey in June 1991..
 FC1091
 FC1091.The geoid height was determined by GEOID03.
 FC1091
 FC1091.The dynamic height is computed by dividing the NAVD 88
 FC1091.geopotential number by the normal gravity value computed on the
 FC1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1091.degrees latitude (g = 980.6199 gals.).
 FC1091
 FC1091.The modeled gravity was interpolated from observed gravity values.
 FC1091
 FC1091;                    North         East    Units  Estimated Accuracy
 FC1091;SPC TN       -   101,740.      674,300.      MT  (+/- 180 meters Scaled)
 FC1091
 FC1091                          SUPERSEDED SURVEY CONTROL
 FC1091
 FC1091  NGVD 29 (??/??/92)  220.517  (m)          723.48   (f) ADJ UNCH    1 2
 FC1091
 FC1091.Superseded values are not recommended for survey control.
 FC1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1091.See file dsdata.txt to determine how the superseded data were derived.
 FC1091
 FC1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE652020(NAD 83)
 FC1091_MARKER: DB = BENCH MARK DISK
 FC1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1091_SP_SET: BRIDGE
 FC1091_STAMPING: U 184 1950
 FC1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1091
 FC1091  HISTORY     - Date     Condition        Report By
 FC1091  HISTORY     - 1950     MONUMENTED       CGS
 FC1091  HISTORY     - 1972     GOOD             TVA
 FC1091
 FC1091                          STATION DESCRIPTION
 FC1091
 FC1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1091'0.8 MI N FROM DAISY.
 FC1091'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1091'AT DAISY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 FC1091'ABUTMENT OF A 12-FOOT CONCRETE RAILROAD BRIDGE, 395 FEET SOUTHWEST
 FC1091'OF MILE POST 320, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.5
 FC1091'FOOT SOUTHWEST OF THE NORTHEAST FACE OF THE ABUTMENT, 0.5 FOOT
 FC1091'SOUTHEAST OF THE NORTHWEST END OF ABUTMENT, AND ABOUT 3 FEET
 FC1091'BELOW THE TOP OF RAIL.
 FC1091
 FC1091                          STATION RECOVERY (1972)
 FC1091
 FC1091'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0066 ***********************************************************************
 FD0066  DESIGNATION -  U 185
 FD0066  PID         -  FD0066
 FD0066  STATE/COUNTY-  TN/RUTHERFORD
 FD0066  USGS QUAD   -  DILLTON (1975)
 FD0066
 FD0066                         *CURRENT SURVEY CONTROL
 FD0066  ___________________________________________________________________
 FD0066* NAD 83(1986)-  35 50 57.     (N)    086 21 52.     (W)     SCALED    
 FD0066* NAVD 88     -       191.560  (meters)     628.48   (feet)  ADJUSTED  
 FD0066  ___________________________________________________________________
 FD0066  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0066  DYNAMIC HT  -         191.392 (meters)     627.93  (feet)  COMP
 FD0066  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0066
 FD0066  VERT ORDER  -  FIRST     CLASS II
 FD0066
 FD0066.The horizontal coordinates were scaled from a topographic map and have
 FD0066.an estimated accuracy of +/- 6 seconds.
 FD0066
 FD0066.The orthometric height was determined by differential leveling
 FD0066.and adjusted by the National Geodetic Survey in June 1991..
 FD0066
 FD0066.The geoid height was determined by GEOID03.
 FD0066
 FD0066.The dynamic height is computed by dividing the NAVD 88
 FD0066.geopotential number by the normal gravity value computed on the
 FD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0066.degrees latitude (g = 980.6199 gals.).
 FD0066
 FD0066.The modeled gravity was interpolated from observed gravity values.
 FD0066
 FD0066;                    North         East    Units  Estimated Accuracy
 FD0066;SPC TN       -   168,240.      567,080.      MT  (+/- 180 meters Scaled)
 FD0066
 FD0066                          SUPERSEDED SURVEY CONTROL
 FD0066
 FD0066  NGVD 29 (??/??/92)  191.570  (m)          628.51   (f) ADJ UNCH    1 2
 FD0066
 FD0066.Superseded values are not recommended for survey control.
 FD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0066.See file dsdata.txt to determine how the superseded data were derived.
 FD0066
 FD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE573674(NAD 83)
 FD0066_MARKER: DB = BENCH MARK DISK
 FD0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0066_SP_SET: BUILDING
 FD0066_STAMPING: U 185 1949
 FD0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0066
 FD0066  HISTORY     - Date     Condition        Report By
 FD0066  HISTORY     - 1949     MONUMENTED       CGS
 FD0066  HISTORY     - 1958     GOOD             NGS
 FD0066
 FD0066                          STATION DESCRIPTION
 FD0066
 FD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0066'AT MURFREESBORO.
 FD0066'AT MURFREESBORO, ABOUT 1.05 MILES EAST ALONG EAST MAIN STREET
 FD0066'FROM THE COURT HOUSE, THENCE ABOUT 0.5 MILE NORTH ALONG NORTH
 FD0066'BOULEVARD, THENCE ABOUT 0.5 MILE EAST ALONG A BLACK TOP ROAD
 FD0066'THRU CAMPUS OF MIDDLE TENNESSEE STATE TEACHERS COLLEGE, AT
 FD0066'THE STATE TEACHERS COLLEGE AIRPORT, SET IN THE TOP OF AN
 FD0066'OUTCROPPING ROCK, 212 FEET WEST-NORTHWEST OF THE NORTHWEST
 FD0066'CORNER OF THE AIRPORT OFFICE BUILDING, 163 FEET WEST-SOUTHWEST
 FD0066'OF THE SOUTHWEST CORNER OF THE SMALLER ONE OF TWO HANGARS, 13
 FD0066'FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD TO AIRPORT,
 FD0066'7 FEET SOUTH OF A HEDGE FENCE, AND SET IN A DRILL HOLE.
 FD0066
 FD0066                          STATION RECOVERY (1958)
 FD0066
 FD0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FD0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0427 ***********************************************************************
 GC0427  DESIGNATION -  U 186
 GC0427  PID         -  GC0427
 GC0427  STATE/COUNTY-  TN/RUTHERFORD
 GC0427  USGS QUAD   -  LA VERGNE (1983)
 GC0427
 GC0427                         *CURRENT SURVEY CONTROL
 GC0427  ___________________________________________________________________
 GC0427* NAD 83(1986)-  36 00 25.     (N)    086 30 29.     (W)     SCALED    
 GC0427* NAVD 88     -       157.765  (meters)     517.60   (feet)  ADJUSTED  
 GC0427  ___________________________________________________________________
 GC0427  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC0427  DYNAMIC HT  -         157.630 (meters)     517.16  (feet)  COMP
 GC0427  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GC0427
 GC0427  VERT ORDER  -  FIRST     CLASS II
 GC0427
 GC0427.This mark is at Smyrna Airport (MQY)
 GC0427
 GC0427.The horizontal coordinates were scaled from a topographic map and have
 GC0427.an estimated accuracy of +/- 6 seconds.
 GC0427
 GC0427.The orthometric height was determined by differential leveling
 GC0427.and adjusted by the National Geodetic Survey in June 1991..
 GC0427
 GC0427.The geoid height was determined by GEOID03.
 GC0427
 GC0427.The dynamic height is computed by dividing the NAVD 88
 GC0427.geopotential number by the normal gravity value computed on the
 GC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0427.degrees latitude (g = 980.6199 gals.).
 GC0427
 GC0427.The modeled gravity was interpolated from observed gravity values.
 GC0427
 GC0427;                    North         East    Units  Estimated Accuracy
 GC0427;SPC TN       -   185,810.      554,200.      MT  (+/- 180 meters Scaled)
 GC0427
 GC0427                          SUPERSEDED SURVEY CONTROL
 GC0427
 GC0427  NGVD 29 (??/??/92)  157.787  (m)          517.67   (f) ADJ UNCH    1 2
 GC0427
 GC0427.Superseded values are not recommended for survey control.
 GC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0427.See file dsdata.txt to determine how the superseded data were derived.
 GC0427
 GC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE443848(NAD 83)
 GC0427_MARKER: DB = BENCH MARK DISK
 GC0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0427_SP_SET: BUILDING
 GC0427_STAMPING: U 186 1949
 GC0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0427+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 GC0427
 GC0427  HISTORY     - Date     Condition        Report By
 GC0427  HISTORY     - 1949     MONUMENTED       CGS
 GC0427  HISTORY     - 1972     GOOD             NGS
 GC0427  HISTORY     - 1972     GOOD             USGS
 GC0427  HISTORY     - 20020520 GOOD             TNDT
 GC0427  HISTORY     - 20041206 GOOD             TVA
 GC0427  HISTORY     - 20041206 GOOD             TVA
 GC0427
 GC0427                          STATION DESCRIPTION
 GC0427
 GC0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0427'3 MI N FROM SMYRNA.
 GC0427'1.0 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0427'LOUIS RAILROAD FROM THE STATION AT SMYRNA, THENCE ABOUT 2.0 MILE
 GC0427'EAST ALONG THE ENTRANCE ROAD TO SMYRNA AIRPORT.  THE MARK IS
 GC0427'SET VERTICALLY IN A CONCRETE FOOTING ON THE LAWN ON THE WEST
 GC0427'SIDE OF THE CAPITOL AIRLINES OFFICE, BUILDING 612.  THE MARK
 GC0427'IS ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- THE FOOTING THE MARK
 GC0427'IS SET IN WAS A FOOTING OF THE OLD CONTROL TOWER WHICH HAS BEEN
 GC0427'RAZED AND THE FOOTING PRESERVED.  LEVELS WERE RUN FROM BM S 186
 GC0427'TO BM U 186 AND BACK AND A 0.06 FOOT DESCREPANCY WAS FOUND.
 GC0427
 GC0427                          STATION RECOVERY (1972)
 GC0427
 GC0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GC0427'RECOVERED IN GOOD CONDITION.
 GC0427
 GC0427                          STATION RECOVERY (2002)
 GC0427
 GC0427'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0427'A 3RD ORDER RUN FROM BENCHMARK M 186 (PID GC0508) CONFIRMED PUBLISHED
 GC0427'ELEVATION.
 GC0427
 GC0427                          STATION RECOVERY (2004)
 GC0427
 GC0427'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GC0427'RECOVERED IN GOOD CONDITION.
 GC0427
 GC0427                          STATION RECOVERY (2004)
 GC0427
 GC0427'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (RWR)
 GC0427'BUILDING NUMBERS HAVE SLIGHTLY CHANGED.
 GC0427' 
 GC0427'STATION IS LOCATED S 50 DEGREES W, 37.8' FROM THE SW CORNER OF
 GC0427'BUILDING 612B, N 12 DEGREES W FROM THE NW CORNER OF BUILDING 612A, AND
 GC0427'3.6' EAST OF THE AIRPORT SECURITY FENCE.
 GC0427' 
 GC0427'AUTONOMOUS GPS POSITION - N 36 00 27.0, W 086 30 30.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0397 ***********************************************************************
 GC0397  DESIGNATION -  U 187
 GC0397  PID         -  GC0397
 GC0397  STATE/COUNTY-  TN/DAVIDSON
 GC0397  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0397
 GC0397                         *CURRENT SURVEY CONTROL
 GC0397  ___________________________________________________________________
 GC0397* NAD 83(1986)-  36 08 23.     (N)    086 45 40.     (W)     SCALED    
 GC0397* NAVD 88     -       142.757  (meters)     468.36   (feet)  ADJUSTED  
 GC0397  ___________________________________________________________________
 GC0397  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0397  DYNAMIC HT  -         142.635 (meters)     467.96  (feet)  COMP
 GC0397  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0397
 GC0397  VERT ORDER  -  FIRST     CLASS II
 GC0397
 GC0397.The horizontal coordinates were scaled from a topographic map and have
 GC0397.an estimated accuracy of +/- 6 seconds.
 GC0397
 GC0397.The orthometric height was determined by differential leveling
 GC0397.and adjusted by the National Geodetic Survey in June 1991..
 GC0397
 GC0397.The geoid height was determined by GEOID03.
 GC0397
 GC0397.The dynamic height is computed by dividing the NAVD 88
 GC0397.geopotential number by the normal gravity value computed on the
 GC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0397.degrees latitude (g = 980.6199 gals.).
 GC0397
 GC0397.The modeled gravity was interpolated from observed gravity values.
 GC0397
 GC0397;                    North         East    Units  Estimated Accuracy
 GC0397;SPC TN       -   200,690.      531,500.      MT  (+/- 180 meters Scaled)
 GC0397
 GC0397                          SUPERSEDED SURVEY CONTROL
 GC0397
 GC0397  NGVD 29 (??/??/92)  142.781  (m)          468.44   (f) ADJ UNCH    1 2
 GC0397
 GC0397.Superseded values are not recommended for survey control.
 GC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0397.See file dsdata.txt to determine how the superseded data were derived.
 GC0397
 GC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE214994(NAD 83)
 GC0397_MARKER: DB = BENCH MARK DISK
 GC0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0397_SP_SET: BRIDGE
 GC0397_STAMPING: U 187 1949
 GC0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0397
 GC0397  HISTORY     - Date     Condition        Report By
 GC0397  HISTORY     - 1949     MONUMENTED       CGS
 GC0397
 GC0397                          STATION DESCRIPTION
 GC0397
 GC0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0397'1.8 MI SE FROM NASHVILLE.
 GC0397'1.85 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0397'RAILWAY FROM THE UNION STATION AT NASHVILLE, SET IN THE TOP OF THE
 GC0397'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE RAILWAY OVERPASS
 GC0397'OVER SECOND AVENUE, 28 FEET SOUTHEAST OF TELEPHONE POLE 2/5, 20
 GC0397'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 6 1/2 FEET
 GC0397'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK AND ABOUT 3 1/2
 GC0397'FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1418 ***********************************************************************
 GC1418  DESIGNATION -  U 188
 GC1418  PID         -  GC1418
 GC1418  STATE/COUNTY-  TN/CHEATHAM
 GC1418  USGS QUAD   -  LILLAMAY (1983)
 GC1418
 GC1418                         *CURRENT SURVEY CONTROL
 GC1418  ___________________________________________________________________
 GC1418* NAD 83(1986)-  36 14 41.     (N)    087 02 55.     (W)     SCALED    
 GC1418* NAVD 88     -       124.636  (meters)     408.91   (feet)  ADJUSTED  
 GC1418  ___________________________________________________________________
 GC1418  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1418  DYNAMIC HT  -         124.530 (meters)     408.56  (feet)  COMP
 GC1418  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC1418
 GC1418  VERT ORDER  -  FIRST     CLASS II
 GC1418
 GC1418.The horizontal coordinates were scaled from a topographic map and have
 GC1418.an estimated accuracy of +/- 6 seconds.
 GC1418
 GC1418.The orthometric height was determined by differential leveling
 GC1418.and adjusted by the National Geodetic Survey in June 1991..
 GC1418
 GC1418.The geoid height was determined by GEOID03.
 GC1418
 GC1418.The dynamic height is computed by dividing the NAVD 88
 GC1418.geopotential number by the normal gravity value computed on the
 GC1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1418.degrees latitude (g = 980.6199 gals.).
 GC1418
 GC1418.The modeled gravity was interpolated from observed gravity values.
 GC1418
 GC1418;                    North         East    Units  Estimated Accuracy
 GC1418;SPC TN       -   212,570.      505,750.      MT  (+/- 180 meters Scaled)
 GC1418
 GC1418                          SUPERSEDED SURVEY CONTROL
 GC1418
 GC1418  NGVD 29 (??/??/92)  124.682  (m)          409.06   (f) ADJ UNCH    1 2
 GC1418
 GC1418.Superseded values are not recommended for survey control.
 GC1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1418.See file dsdata.txt to determine how the superseded data were derived.
 GC1418
 GC1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF956110(NAD 83)
 GC1418_MARKER: DB = BENCH MARK DISK
 GC1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1418_SP_SET: CULVERT
 GC1418_STAMPING: U 188 1949
 GC1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1418
 GC1418  HISTORY     - Date     Condition        Report By
 GC1418  HISTORY     - 1949     MONUMENTED       CGS
 GC1418  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1418
 GC1418                          STATION DESCRIPTION
 GC1418
 GC1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1418'2.7 MI SE FROM ASHLAND CITY.
 GC1418'2.7 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1418'THE STATION AT ASHLAND CITY, ABOUT 0.5 MILE SOUTHEAST OF SULPHUR
 GC1418'SPRINGS, SET IN THE TOP OF A BED ROCK AT NORTH END OF A BALAST
 GC1418'FILL, 208 FEET EAST-SOUTHEAST OF THE NORTH END OF A 24-INCH
 GC1418'STEEL PIPE CULVERT UNDER TRACKS, 140 FEET WEST-NORTHWEST OF THE
 GC1418'NORTH END OF A 30-INCH CONCRETE PIPE CULVERT UNDER TRACKS,
 GC1418'75 FEET NORTHWEST AND ACROSS THE TRACK FROM TELEPHONE POLE
 GC1418'NO. 470, 8 FEET NORTH-NORTHEAST OF THE NEAR RAIL, AND 1 1/2
 GC1418'FEET BELOW THE TRACK.
 GC1418
 GC1418                          STATION RECOVERY (1984)
 GC1418
 GC1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1418'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0472 ***********************************************************************
 GB0472  DESIGNATION -  U 189
 GB0472  PID         -  GB0472
 GB0472  STATE/COUNTY-  TN/KNOX
 GB0472  USGS QUAD   -  POWELL (1976)
 GB0472
 GB0472                         *CURRENT SURVEY CONTROL
 GB0472  ___________________________________________________________________
 GB0472* NAD 83(1986)-  36 04 19.     (N)    084 02 57.     (W)     SCALED    
 GB0472* NAVD 88     -       261.976  (meters)     859.50   (feet)  ADJUSTED  
 GB0472  ___________________________________________________________________
 GB0472  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GB0472  DYNAMIC HT  -         261.733 (meters)     858.70  (feet)  COMP
 GB0472  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 GB0472
 GB0472  VERT ORDER  -  FIRST     CLASS I
 GB0472
 GB0472.The horizontal coordinates were scaled from a topographic map and have
 GB0472.an estimated accuracy of +/- 6 seconds.
 GB0472
 GB0472.The orthometric height was determined by differential leveling
 GB0472.and adjusted by the National Geodetic Survey in June 1991..
 GB0472
 GB0472.The geoid height was determined by GEOID03.
 GB0472
 GB0472.The dynamic height is computed by dividing the NAVD 88
 GB0472.geopotential number by the normal gravity value computed on the
 GB0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0472.degrees latitude (g = 980.6199 gals.).
 GB0472
 GB0472.The modeled gravity was interpolated from observed gravity values.
 GB0472
 GB0472;                    North         East    Units  Estimated Accuracy
 GB0472;SPC TN       -   194,650.      775,720.      MT  (+/- 180 meters Scaled)
 GB0472
 GB0472                          SUPERSEDED SURVEY CONTROL
 GB0472
 GB0472  NGVD 29 (??/??/92)  262.102  (m)          859.91   (f) ADJ UNCH    1 1
 GB0472
 GB0472.Superseded values are not recommended for survey control.
 GB0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0472.See file dsdata.txt to determine how the superseded data were derived.
 GB0472
 GB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE657959(NAD 83)
 GB0472_MARKER: DB = BENCH MARK DISK
 GB0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0472_STAMPING: U 189 1950
 GB0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0472+STABILITY: SURFACE MOTION
 GB0472
 GB0472  HISTORY     - Date     Condition        Report By
 GB0472  HISTORY     - 1950     MONUMENTED       CGS
 GB0472  HISTORY     - 1967     GOOD             NGS
 GB0472  HISTORY     - 1973     GOOD             TVA
 GB0472
 GB0472                          STATION DESCRIPTION
 GB0472
 GB0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0472'4.5 MI NW FROM POWELL.
 GB0472'ABOUT 4.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0472'STATION AT POWELL, ABOUT 0.3 MILE SOUTH OF MILEPOST 13, ABOUT 0.25
 GB0472'MILE NORTH OF BULLRUN CREEK, 133 FEET SOUTHWEST OF A ROAD CROSSING,
 GB0472'101 FEET WEST OF THE WEST RAIL, 28 1/2 FEET SOUTH OF THE CENTER LINE
 GB0472'OF THE ROAD, 20 FEET SOUTHEAST OF A 12-INCH CEDAR TREE, 1.9 FEET
 GB0472'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT
 GB0472'4 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0472'PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 GB0472
 GB0472                          STATION RECOVERY (1973)
 GB0472
 GB0472'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0066 ***********************************************************************
 FE0066  DESIGNATION -  U 19
 FE0066  PID         -  FE0066
 FE0066  STATE/COUNTY-  TN/HENDERSON
 FE0066  USGS QUAD   -  LEXINGTON (1992)
 FE0066
 FE0066                         *CURRENT SURVEY CONTROL
 FE0066  ___________________________________________________________________
 FE0066* NAD 83(1986)-  35 38 49.     (N)    088 23 23.     (W)     SCALED    
 FE0066* NAVD 88     -       151.402  (meters)     496.72   (feet)  ADJUSTED  
 FE0066  ___________________________________________________________________
 FE0066  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0066  DYNAMIC HT  -         151.267 (meters)     496.28  (feet)  COMP
 FE0066  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FE0066
 FE0066  VERT ORDER  -  FIRST     CLASS II
 FE0066
 FE0066.The horizontal coordinates were scaled from a topographic map and have
 FE0066.an estimated accuracy of +/- 6 seconds.
 FE0066
 FE0066.The orthometric height was determined by differential leveling
 FE0066.and adjusted by the National Geodetic Survey in June 1991..
 FE0066
 FE0066.The geoid height was determined by GEOID03.
 FE0066
 FE0066.The dynamic height is computed by dividing the NAVD 88
 FE0066.geopotential number by the normal gravity value computed on the
 FE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0066.degrees latitude (g = 980.6199 gals.).
 FE0066
 FE0066.The modeled gravity was interpolated from observed gravity values.
 FE0066
 FE0066;                    North         East    Units  Estimated Accuracy
 FE0066;SPC TN       -   148,390.      383,610.      MT  (+/- 180 meters Scaled)
 FE0066
 FE0066                          SUPERSEDED SURVEY CONTROL
 FE0066
 FE0066  NGVD 29 (??/??/??)  151.418  (m)          496.78   (f) ADJUSTED    1 2
 FE0066
 FE0066.Superseded values are not recommended for survey control.
 FE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0066.See file dsdata.txt to determine how the superseded data were derived.
 FE0066
 FE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE741456(NAD 83)
 FE0066_MARKER: DB = BENCH MARK DISK
 FE0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0066_SP_SET: BUILDING
 FE0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0066
 FE0066  HISTORY     - Date     Condition        Report By
 FE0066  HISTORY     - 1934     MONUMENTED       CGS
 FE0066  HISTORY     - 1934     GOOD             CGS
 FE0066
 FE0066                          STATION DESCRIPTION
 FE0066
 FE0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE0066'IN LEXINGTON.
 FE0066'IN LEXINGTON, AT SOUTH EAST CORNER OF LEXINGTON GRAMMAR SCHOOL
 FE0066'ON CLIFTON STREET, 2 FT. NORTH OF STREET, 12 FT. WEST OF CORNER,
 FE0066'125 FT. S.E. OF SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0067 ***********************************************************************
 FE0067  DESIGNATION -  U 19 RESET
 FE0067  PID         -  FE0067
 FE0067  STATE/COUNTY-  TN/HENDERSON
 FE0067  USGS QUAD   -  LEXINGTON (1992)
 FE0067
 FE0067                         *CURRENT SURVEY CONTROL
 FE0067  ___________________________________________________________________
 FE0067* NAD 83(1986)-  35 38 49.     (N)    088 23 23.     (W)     SCALED    
 FE0067* NAVD 88     -       151.40   (+/-2cm)     496.7    (feet)  VERTCON   
 FE0067  ___________________________________________________________________
 FE0067  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0067
 FE0067  VERT ORDER  -  ? (See Below)
 FE0067
 FE0067.The horizontal coordinates were scaled from a topographic map and have
 FE0067.an estimated accuracy of +/- 6 seconds.
 FE0067
 FE0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0067.The vertical order pertains to the NGVD 29 superseded value.
 FE0067
 FE0067.The geoid height was determined by GEOID03.
 FE0067
 FE0067;                    North         East    Units  Estimated Accuracy
 FE0067;SPC TN       -   148,390.      383,610.      MT  (+/- 180 meters Scaled)
 FE0067
 FE0067                          SUPERSEDED SURVEY CONTROL
 FE0067
 FE0067  NGVD 29 (??/??/??)  151.418  (m)          496.78   (f) ADJUSTED    ?  
 FE0067
 FE0067.Superseded values are not recommended for survey control.
 FE0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0067.See file dsdata.txt to determine how the superseded data were derived.
 FE0067
 FE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE741456(NAD 83)
 FE0067_MARKER: DD = SURVEY DISK
 FE0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0067_SP_SET: SIDEWALK
 FE0067_STAMPING: 496.895 U 19 1934 RESET 1955
 FE0067_MARK LOGO: USGS  
 FE0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0067
 FE0067  HISTORY     - Date     Condition        Report By
 FE0067  HISTORY     - 1955     MONUMENTED       USGS
 FE0067
 FE0067                          STATION DESCRIPTION
 FE0067
 FE0067'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FE0067'AT LEXINGTON.
 FE0067'AT LEXINGTON, HENDERSON COUNTY, ON CLIFTON STREET, 125 FEET
 FE0067'SOUTHWEST OF THE GRAMMAR SCHOOL, AT THE SOUTHWEST CORNER OF THE
 FE0067'YARD, AND IN THE SIDEWALK.  A STANDARD DISK, STAMPED 496.895 U
 FE0067'19 1934 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0507 ***********************************************************************
 GB0507  DESIGNATION -  U 190
 GB0507  PID         -  GB0507
 GB0507  STATE/COUNTY-  TN/ANDERSON
 GB0507  USGS QUAD   -  WINDROCK (1975)
 GB0507
 GB0507                         *CURRENT SURVEY CONTROL
 GB0507  ___________________________________________________________________
 GB0507* NAD 83(1986)-  36 04 09.     (N)    084 16 25.     (W)     SCALED    
 GB0507* NAVD 88     -       271.164  (meters)     889.64   (feet)  ADJUSTED  
 GB0507  ___________________________________________________________________
 GB0507  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB0507  DYNAMIC HT  -         270.917 (meters)     888.83  (feet)  COMP
 GB0507  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 GB0507
 GB0507  VERT ORDER  -  FIRST     CLASS I
 GB0507
 GB0507.The horizontal coordinates were scaled from a topographic map and have
 GB0507.an estimated accuracy of +/- 6 seconds.
 GB0507
 GB0507.The orthometric height was determined by differential leveling
 GB0507.and adjusted by the National Geodetic Survey in June 1991..
 GB0507
 GB0507.The geoid height was determined by GEOID03.
 GB0507
 GB0507.The dynamic height is computed by dividing the NAVD 88
 GB0507.geopotential number by the normal gravity value computed on the
 GB0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0507.degrees latitude (g = 980.6199 gals.).
 GB0507
 GB0507.The modeled gravity was interpolated from observed gravity values.
 GB0507
 GB0507;                    North         East    Units  Estimated Accuracy
 GB0507;SPC TN       -   193,960.      755,510.      MT  (+/- 180 meters Scaled)
 GB0507
 GB0507                          SUPERSEDED SURVEY CONTROL
 GB0507
 GB0507  NGVD 29 (??/??/92)  271.296  (m)          890.08   (f) ADJ UNCH    1 1
 GB0507
 GB0507.Superseded values are not recommended for survey control.
 GB0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0507.See file dsdata.txt to determine how the superseded data were derived.
 GB0507
 GB0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE455950(NAD 83)
 GB0507_MARKER: DB = BENCH MARK DISK
 GB0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0507_STAMPING: U 190 1950
 GB0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0507+STABILITY: SURFACE MOTION
 GB0507
 GB0507  HISTORY     - Date     Condition        Report By
 GB0507  HISTORY     - 1950     MONUMENTED       CGS
 GB0507  HISTORY     - 1967     GOOD             NGS
 GB0507
 GB0507                          STATION DESCRIPTION
 GB0507
 GB0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0507'4.6 MI E FROM OLIVER SPRINGS.
 GB0507'ABOUT 4.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0507'STATION AT OLIVER SPRINGS, ABOUT 165 FEET NORTHEAST OF MILEPOST
 GB0507'31, AT THE EAST CORNER OF A VERY SMALL CULTIVATED FIELD, 43.1
 GB0507'FEET NORTHWEST OF THE NORTHWEST RAIL, 24 1/2 FEET NORTH OF A
 GB0507'TELEGRAPH POLE, 14 FEET SOUTHEAST OF A 6-INCH CEDAR TREE THAT
 GB0507'STANDS IN A CLUMP OF SMALL POPLAR TREES AND IS THE SOUTHEAST
 GB0507'ONE OF A ROW OF 6 CEDAR TREES, 1 FOOT SOUTHWEST OF A FENCE,
 GB0507'1.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 GB0507'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 GB0507'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0876 ***********************************************************************
 GB0876  DESIGNATION -  U 191
 GB0876  PID         -  GB0876
 GB0876  STATE/COUNTY-  TN/MORGAN
 GB0876  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0876
 GB0876                         *CURRENT SURVEY CONTROL
 GB0876  ___________________________________________________________________
 GB0876* NAD 83(1986)-  36 09 43.     (N)    084 39 35.     (W)     SCALED    
 GB0876* NAVD 88     -       391.850  (meters)    1285.59   (feet)  ADJUSTED  
 GB0876  ___________________________________________________________________
 GB0876  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB0876  DYNAMIC HT  -         391.501 (meters)    1284.45  (feet)  COMP
 GB0876  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GB0876
 GB0876  VERT ORDER  -  FIRST     CLASS I
 GB0876
 GB0876.The horizontal coordinates were scaled from a topographic map and have
 GB0876.an estimated accuracy of +/- 6 seconds.
 GB0876
 GB0876.The orthometric height was determined by differential leveling
 GB0876.and adjusted by the National Geodetic Survey in June 1991..
 GB0876
 GB0876.The geoid height was determined by GEOID03.
 GB0876
 GB0876.The dynamic height is computed by dividing the NAVD 88
 GB0876.geopotential number by the normal gravity value computed on the
 GB0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0876.degrees latitude (g = 980.6199 gals.).
 GB0876
 GB0876.The modeled gravity was interpolated from observed gravity values.
 GB0876
 GB0876;                    North         East    Units  Estimated Accuracy
 GB0876;SPC TN       -   203,710.      720,590.      MT  (+/- 180 meters Scaled)
 GB0876
 GB0876                          SUPERSEDED SURVEY CONTROL
 GB0876
 GB0876  NGVD 29 (??/??/92)  391.958  (m)         1285.95   (f) ADJ UNCH    1 1
 GB0876
 GB0876.Superseded values are not recommended for survey control.
 GB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0876.See file dsdata.txt to determine how the superseded data were derived.
 GB0876
 GB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF105044(NAD 83)
 GB0876_MARKER: DB = BENCH MARK DISK
 GB0876_SETTING: 66 = SET IN ROCK OUTCROP
 GB0876_SP_SET: ROCK OUTCROP
 GB0876_STAMPING: U 191 1950
 GB0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0876+STABILITY: POSITION/ELEVATION WELL
 GB0876
 GB0876  HISTORY     - Date     Condition        Report By
 GB0876  HISTORY     - 1950     MONUMENTED       CGS
 GB0876  HISTORY     - 1968     GOOD             NGS
 GB0876
 GB0876                          STATION DESCRIPTION
 GB0876
 GB0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0876'3.4 MI N FROM LANCING.
 GB0876'ABOUT 3.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0876'AT LANCING, AT THE SOUTH END OF A CUT FOR THE RAILROAD, 92 FEET
 GB0876'EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE
 GB0876'SOUTH END OF A FLAT ROCK OUTCROP, 4 FEET NORTH OF A SPRING, 27 1/2
 GB0876'FEET NORTHEAST OF A TELEPHONE POLE, 34 FEET SOUTH OF A CORNER FENCE
 GB0876'POST, 4 1/2 FEET WEST OF A FENCE, AND ABOUT 2 FEET ABOVE THE
 GB0876'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0697 ***********************************************************************
 FC0697  DESIGNATION -  U 192
 FC0697  PID         -  FC0697
 FC0697  STATE/COUNTY-  TN/RHEA
 FC0697  USGS QUAD   -  EVENSVILLE (1990)
 FC0697
 FC0697                         *CURRENT SURVEY CONTROL
 FC0697  ___________________________________________________________________
 FC0697* NAD 83(1986)-  35 34 45.     (N)    084 56 33.     (W)     SCALED    
 FC0697* NAVD 88     -       234.160  (meters)     768.24   (feet)  ADJUSTED  
 FC0697  ___________________________________________________________________
 FC0697  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0697  DYNAMIC HT  -         233.934 (meters)     767.50  (feet)  COMP
 FC0697  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 FC0697
 FC0697  VERT ORDER  -  FIRST     CLASS II
 FC0697
 FC0697.The horizontal coordinates were scaled from a topographic map and have
 FC0697.an estimated accuracy of +/- 6 seconds.
 FC0697
 FC0697.The orthometric height was determined by differential leveling
 FC0697.and adjusted by the National Geodetic Survey in June 1991..
 FC0697
 FC0697.The geoid height was determined by GEOID03.
 FC0697
 FC0697.The dynamic height is computed by dividing the NAVD 88
 FC0697.geopotential number by the normal gravity value computed on the
 FC0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0697.degrees latitude (g = 980.6199 gals.).
 FC0697
 FC0697.The modeled gravity was interpolated from observed gravity values.
 FC0697
 FC0697;                    North         East    Units  Estimated Accuracy
 FC0697;SPC TN       -   138,740.      695,850.      MT  (+/- 180 meters Scaled)
 FC0697
 FC0697                          SUPERSEDED SURVEY CONTROL
 FC0697
 FC0697  NGVD 29 (??/??/92)  234.232  (m)          768.48   (f) ADJ UNCH    1 2
 FC0697
 FC0697.Superseded values are not recommended for survey control.
 FC0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0697.See file dsdata.txt to determine how the superseded data were derived.
 FC0697
 FC0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE864392(NAD 83)
 FC0697_MARKER: DB = BENCH MARK DISK
 FC0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0697_STAMPING: U 192 1950
 FC0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0697+STABILITY: SURFACE MOTION
 FC0697
 FC0697  HISTORY     - Date     Condition        Report By
 FC0697  HISTORY     - 1950     MONUMENTED       CGS
 FC0697
 FC0697                          STATION DESCRIPTION
 FC0697
 FC0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0697'1 MI NE FROM EVENSVILLE.
 FC0697'1.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0697'AT EVENSVILLE, ABOUT 0.4 MILE SOUTHWEST OF A GRAVEL ROAD CROSSING,
 FC0697'ABOUT 0.25 MILE SOUTHWEST OF A PRIVATE FIELD ROAD CROSSING, ABOUT
 FC0697'0.25 MILE NORTHEAST OF SEMAPHORE NO. 292.8 - 292.9, 37 FEET
 FC0697'SOUTHEAST OF THE SOUTHEAST RAIL, 358 FEET NORTHEAST OF THE CENTER
 FC0697'OF A PRIVATE FIELD ROAD CROSSING, 7.5 FEET NORTHWEST OF A FENCE
 FC0697'LINE, 3.5 FEET NORTHEAST OF A TELEPHONE POLE AND IN LINE WITH THE
 FC0697'ROW OF POLES, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC0697'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0697'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0675 ***********************************************************************
 FC0675  DESIGNATION -  U 193
 FC0675  PID         -  FC0675
 FC0675  STATE/COUNTY-  TN/RHEA
 FC0675  USGS QUAD   -  SPRING CITY (1990)
 FC0675
 FC0675                         *CURRENT SURVEY CONTROL
 FC0675  ___________________________________________________________________
 FC0675* NAD 83(1986)-  35 42 14.     (N)    084 51 05.     (W)     SCALED    
 FC0675* NAVD 88     -       237.292  (meters)     778.52   (feet)  ADJUSTED  
 FC0675  ___________________________________________________________________
 FC0675  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0675  DYNAMIC HT  -         237.069 (meters)     777.78  (feet)  COMP
 FC0675  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 FC0675
 FC0675  VERT ORDER  -  FIRST     CLASS II
 FC0675
 FC0675.The horizontal coordinates were scaled from a topographic map and have
 FC0675.an estimated accuracy of +/- 6 seconds.
 FC0675
 FC0675.The orthometric height was determined by differential leveling
 FC0675.and adjusted by the National Geodetic Survey in June 1991..
 FC0675
 FC0675.The geoid height was determined by GEOID03.
 FC0675
 FC0675.The dynamic height is computed by dividing the NAVD 88
 FC0675.geopotential number by the normal gravity value computed on the
 FC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0675.degrees latitude (g = 980.6199 gals.).
 FC0675
 FC0675.The modeled gravity was interpolated from observed gravity values.
 FC0675
 FC0675;                    North         East    Units  Estimated Accuracy
 FC0675;SPC TN       -   152,670.      703,940.      MT  (+/- 180 meters Scaled)
 FC0675
 FC0675                          SUPERSEDED SURVEY CONTROL
 FC0675
 FC0675  NGVD 29 (??/??/92)  237.378  (m)          778.80   (f) ADJ UNCH    1 2
 FC0675
 FC0675.Superseded values are not recommended for survey control.
 FC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0675.See file dsdata.txt to determine how the superseded data were derived.
 FC0675
 FC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE943532(NAD 83)
 FC0675_MARKER: DB = BENCH MARK DISK
 FC0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0675_STAMPING: U 193 1950
 FC0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0675+STABILITY: SURFACE MOTION
 FC0675
 FC0675  HISTORY     - Date     Condition        Report By
 FC0675  HISTORY     - 1950     MONUMENTED       CGS
 FC0675
 FC0675                          STATION DESCRIPTION
 FC0675
 FC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0675'1 MI NE FROM SPRING CITY.
 FC0675'0.95 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0675'AT SPRING CITY, 112 YARDS SOUTHWEST OF A ROAD CROSSING, 147
 FC0675'YARDS NORTHEAST OF SEMAPHORE NO. 282.4, ABOUT 0.4 MILE NORTHEAST
 FC0675'OF A BRIDGE OVER LITTLE PINEY CREEK, 48 FEET SOUTHEAST OF
 FC0675'THE SOUTHEAST RAIL, 37 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 FC0675'HIGHWAY 27, 24.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST
 FC0675'OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A TVA STEEL WITNESS
 FC0675'POST, ABOUT 1 FOOT BELOW THE HIGHWAY, ABOUT LEVEL WITH THE TRACK
 FC0675'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0637 ***********************************************************************
 FC0637  DESIGNATION -  U 194
 FC0637  PID         -  FC0637
 FC0637  STATE/COUNTY-  TN/ROANE
 FC0637  USGS QUAD   -  HARRIMAN (1980)
 FC0637
 FC0637                         *CURRENT SURVEY CONTROL
 FC0637  ___________________________________________________________________
 FC0637* NAD 83(1986)-  35 54 24.     (N)    084 35 39.     (W)     SCALED    
 FC0637* NAVD 88     -       236.963  (meters)     777.44   (feet)  ADJUSTED  
 FC0637  ___________________________________________________________________
 FC0637  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0637  DYNAMIC HT  -         236.745 (meters)     776.72  (feet)  COMP
 FC0637  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FC0637
 FC0637  VERT ORDER  -  FIRST     CLASS II
 FC0637
 FC0637.The horizontal coordinates were scaled from a topographic map and have
 FC0637.an estimated accuracy of +/- 6 seconds.
 FC0637
 FC0637.The orthometric height was determined by differential leveling
 FC0637.and adjusted by the National Geodetic Survey in June 1991..
 FC0637
 FC0637.The geoid height was determined by GEOID03.
 FC0637
 FC0637.The dynamic height is computed by dividing the NAVD 88
 FC0637.geopotential number by the normal gravity value computed on the
 FC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0637.degrees latitude (g = 980.6199 gals.).
 FC0637
 FC0637.The modeled gravity was interpolated from observed gravity values.
 FC0637
 FC0637;                    North         East    Units  Estimated Accuracy
 FC0637;SPC TN       -   175,470.      726,890.      MT  (+/- 180 meters Scaled)
 FC0637
 FC0637                          SUPERSEDED SURVEY CONTROL
 FC0637
 FC0637  NGVD 29 (??/??/92)  237.076  (m)          777.81   (f) ADJ UNCH    1 2
 FC0637
 FC0637.Superseded values are not recommended for survey control.
 FC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0637.See file dsdata.txt to determine how the superseded data were derived.
 FC0637
 FC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE171762(NAD 83)
 FC0637_MARKER: DB = BENCH MARK DISK
 FC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0637_STAMPING: U 194 1950
 FC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0637+STABILITY: SURFACE MOTION
 FC0637
 FC0637  HISTORY     - Date     Condition        Report By
 FC0637  HISTORY     - 1950     MONUMENTED       CGS
 FC0637  HISTORY     - 1972     GOOD             TVA
 FC0637
 FC0637                          STATION DESCRIPTION
 FC0637
 FC0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0637'1.1 MI SW FROM EMORY GAP.
 FC0637'1.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0637'AT EMORY GAP, ABOUT 265 YARDS SOUTHWEST OF A BRIDGE OVER SMALL
 FC0637'CREEK, ABOUT 278 YARDS SOUTHWEST OF SEMAPHORE NO. 261.6, ABOUT
 FC0637'317 YARDS SOUTHWEST OF A SWITCH STAND AT SOUTHWEST END OF A
 FC0637'DOUBLE TRACK, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 FC0637'NORTHWEST OF A FENCE LINE, 39 FEET NORTHWEST OF THE CENTER LINE
 FC0637'OF STATE HIGHWAY 61, 46 FEET SOUTHWEST OF A TELEPHONE POLE, 87
 FC0637'FEET NORTHEAST OF A TELEPHONE POLE WITH GUY WIRES, 2 FEET
 FC0637'NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 5 FEET BELOW
 FC0637'THE TRACK, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 FC0637'OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0637
 FC0637                          STATION RECOVERY (1972)
 FC0637
 FC0637'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0118 ***********************************************************************
 FC0118  DESIGNATION -  U 195
 FC0118  PID         -  FC0118
 FC0118  STATE/COUNTY-  TN/ROANE
 FC0118  USGS QUAD   -  ELVERTON (1990)
 FC0118
 FC0118                         *CURRENT SURVEY CONTROL
 FC0118  ___________________________________________________________________
 FC0118* NAD 83(1986)-  35 59 50.     (N)    084 24 39.     (W)     SCALED    
 FC0118* NAVD 88     -       267.270  (meters)     876.87   (feet)  ADJUSTED  
 FC0118  ___________________________________________________________________
 FC0118  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0118  DYNAMIC HT  -         267.027 (meters)     876.07  (feet)  COMP
 FC0118  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 FC0118
 FC0118  VERT ORDER  -  FIRST     CLASS I
 FC0118
 FC0118.The horizontal coordinates were scaled from a topographic map and have
 FC0118.an estimated accuracy of +/- 6 seconds.
 FC0118
 FC0118.The orthometric height was determined by differential leveling
 FC0118.and adjusted by the National Geodetic Survey in June 1991..
 FC0118
 FC0118.The geoid height was determined by GEOID03.
 FC0118
 FC0118.The dynamic height is computed by dividing the NAVD 88
 FC0118.geopotential number by the normal gravity value computed on the
 FC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0118.degrees latitude (g = 980.6199 gals.).
 FC0118
 FC0118.The modeled gravity was interpolated from observed gravity values.
 FC0118
 FC0118;                    North         East    Units  Estimated Accuracy
 FC0118;SPC TN       -   185,770.      743,280.      MT  (+/- 180 meters Scaled)
 FC0118
 FC0118                          SUPERSEDED SURVEY CONTROL
 FC0118
 FC0118  NGVD 29 (??/??/92)  267.394  (m)          877.28   (f) ADJ UNCH    1 1
 FC0118
 FC0118.Superseded values are not recommended for survey control.
 FC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0118.See file dsdata.txt to determine how the superseded data were derived.
 FC0118
 FC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE333867(NAD 83)
 FC0118_MARKER: DB = BENCH MARK DISK
 FC0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0118_SP_SET: HEADWALL
 FC0118_STAMPING: U 195 1950
 FC0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0118
 FC0118  HISTORY     - Date     Condition        Report By
 FC0118  HISTORY     - 1950     MONUMENTED       CGS
 FC0118  HISTORY     - 1967     GOOD             NGS
 FC0118
 FC0118                          STATION DESCRIPTION
 FC0118
 FC0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0118'5.2 MI SW FROM OLIVER SPRINGS.
 FC0118'ABOUT 5.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0118'STATION AT OLIVER SPRINGS, ABOUT 0.25 MILE NORTHEAST OF MILEPOST 41,
 FC0118'ABOUT 35 YARDS WEST OF AND ACROSS STATE HIGHWAY 61 FROM THE TRACK,
 FC0118'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF
 FC0118'A 4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 103 FEET
 FC0118'NORTHEAST OF THE CENTER LINE OF A DRIVE LEADING NORTHWEST TO A
 FC0118'ONE STORY WHITE FRAME HOUSE, 18 1/2 FEET NORTHWEST OF THE CENTER
 FC0118'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK AND ABOUT 2 1/2
 FC0118'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0908 ***********************************************************************
 GB0908  DESIGNATION -  U 196
 GB0908  PID         -  GB0908
 GB0908  STATE/COUNTY-  TN/SCOTT
 GB0908  USGS QUAD   -  ROBBINS (1980)
 GB0908
 GB0908                         *CURRENT SURVEY CONTROL
 GB0908  ___________________________________________________________________
 GB0908* NAD 83(1986)-  36 19 12.     (N)    084 36 57.     (W)     SCALED    
 GB0908* NAVD 88     -       387.102  (meters)    1270.02   (feet)  ADJUSTED  
 GB0908  ___________________________________________________________________
 GB0908  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0908  DYNAMIC HT  -         386.769 (meters)    1268.92  (feet)  COMP
 GB0908  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GB0908
 GB0908  VERT ORDER  -  FIRST     CLASS I
 GB0908
 GB0908.The horizontal coordinates were scaled from a topographic map and have
 GB0908.an estimated accuracy of +/- 6 seconds.
 GB0908
 GB0908.The orthometric height was determined by differential leveling
 GB0908.and adjusted by the National Geodetic Survey in June 1991..
 GB0908
 GB0908.The geoid height was determined by GEOID03.
 GB0908
 GB0908.The dynamic height is computed by dividing the NAVD 88
 GB0908.geopotential number by the normal gravity value computed on the
 GB0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0908.degrees latitude (g = 980.6199 gals.).
 GB0908
 GB0908.The modeled gravity was interpolated from observed gravity values.
 GB0908
 GB0908;                    North         East    Units  Estimated Accuracy
 GB0908;SPC TN       -   221,300.      724,290.      MT  (+/- 180 meters Scaled)
 GB0908
 GB0908                          SUPERSEDED SURVEY CONTROL
 GB0908
 GB0908  NGVD 29 (??/??/92)  387.229  (m)         1270.43   (f) ADJ UNCH    1 1
 GB0908
 GB0908.Superseded values are not recommended for survey control.
 GB0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0908.See file dsdata.txt to determine how the superseded data were derived.
 GB0908
 GB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF140220(NAD 83)
 GB0908_MARKER: DB = BENCH MARK DISK
 GB0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0908_SP_SET: CULVERT
 GB0908_STAMPING: U 196 1950
 GB0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0908
 GB0908  HISTORY     - Date     Condition        Report By
 GB0908  HISTORY     - 1950     MONUMENTED       CGS
 GB0908  HISTORY     - 1968     GOOD             NGS
 GB0908
 GB0908                          STATION DESCRIPTION
 GB0908
 GB0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0908'2.9 MI S FROM ROBBINS.
 GB0908'ABOUT 2.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0908'STATION AT ROBBINS, THENCE 0.1 MILE SOUTHEAST ALONG A TRAIL
 GB0908'ROAD, 0.15 MILE WEST OF A BARN, 174 FEET WEST OF THE CENTERLINE
 GB0908'OF THE TRAIL ROAD, 17 1/2 FEET NORTH OF THE CENTERLINE OF U.S.
 GB0908'HIGHWAY 27, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 GB0908'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 102 FEET NORTHWEST OF A
 GB0908'POWER POLE WHICH BEARS A TRANSFORMER, 153 FEET NORTHEAST AND
 GB0908'ACROSS THE HIGHWAY FROM BENCH MARK W 196, AND ABOUT LEVEL WITH
 GB0908'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0948 ***********************************************************************
 GB0948  DESIGNATION -  U 197
 GB0948  PID         -  GB0948
 GB0948  STATE/COUNTY-  TN/SCOTT
 GB0948  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0948
 GB0948                         *CURRENT SURVEY CONTROL
 GB0948  ___________________________________________________________________
 GB0948* NAD 83(1986)-  36 29 55.     (N)    084 30 39.     (W)     SCALED    
 GB0948* NAVD 88     -       443.036  (meters)    1453.53   (feet)  ADJUSTED  
 GB0948  ___________________________________________________________________
 GB0948  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0948  DYNAMIC HT  -         442.659 (meters)    1452.29  (feet)  COMP
 GB0948  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GB0948
 GB0948  VERT ORDER  -  FIRST     CLASS I
 GB0948
 GB0948.The horizontal coordinates were scaled from a topographic map and have
 GB0948.an estimated accuracy of +/- 6 seconds.
 GB0948
 GB0948.The orthometric height was determined by differential leveling
 GB0948.and adjusted by the National Geodetic Survey in June 1991..
 GB0948.WARNING-Repeat measurements at this control monument indicate possible
 GB0948.vertical movement.
 GB0948
 GB0948.The geoid height was determined by GEOID03.
 GB0948
 GB0948.The dynamic height is computed by dividing the NAVD 88
 GB0948.geopotential number by the normal gravity value computed on the
 GB0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0948.degrees latitude (g = 980.6199 gals.).
 GB0948
 GB0948.The modeled gravity was interpolated from observed gravity values.
 GB0948
 GB0948;                    North         East    Units  Estimated Accuracy
 GB0948;SPC TN       -   241,260.      733,420.      MT  (+/- 180 meters Scaled)
 GB0948
 GB0948                          SUPERSEDED SURVEY CONTROL
 GB0948
 GB0948  NGVD 29 (??/??/92)  443.160  (m)         1453.93   (f) ADJ UNCH    1 1
 GB0948
 GB0948.Superseded values are not recommended for survey control.
 GB0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0948.See file dsdata.txt to determine how the superseded data were derived.
 GB0948
 GB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF229421(NAD 83)
 GB0948_MARKER: DB = BENCH MARK DISK
 GB0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0948_SP_SET: BUILDING
 GB0948_STAMPING: U 197 1950
 GB0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0948
 GB0948  HISTORY     - Date     Condition        Report By
 GB0948  HISTORY     - 1950     MONUMENTED       CGS
 GB0948  HISTORY     - 1968     GOOD             NGS
 GB0948
 GB0948                          STATION DESCRIPTION
 GB0948
 GB0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0948'AT ONEIDA.
 GB0948'AT ONEIDA, ALONG THE SOUTHERN RAILWAY, 128 YARDS EAST-NORTHEAST
 GB0948'OF THE NORTHEAST CORNER OF THE STATION, SET VERTICALLY IN THE
 GB0948'SOUTH FACE OF THE SOUTH BRICK WALL OF THE ONEIDA BANK AND TRUST
 GB0948'COMPANY BUILDING, 17 FEET WEST OF THE SOUTHEAST CORNER OF THE
 GB0948'BUILDING, 132 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 GB0948'91 1/2 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, 41 FEET
 GB0948'NORTHWEST OF THE CENTER OF A JUNCTION OF BANK AND DEPOT STREETS,
 GB0948'28 FEET NORTH OF THE CENTERLINE OF DEPOT STREET, 11 1/2 FEET
 GB0948'EAST OF THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING, AND ABOUT
 GB0948'3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0132 ***********************************************************************
 FE0132  DESIGNATION -  U 20
 FE0132  PID         -  FE0132
 FE0132  STATE/COUNTY-  TN/DECATUR
 FE0132  USGS QUAD   -  PARSONS (1986)
 FE0132
 FE0132                         *CURRENT SURVEY CONTROL
 FE0132  ___________________________________________________________________
 FE0132* NAD 83(1986)-  35 38 32.     (N)    088 09 00.     (W)     SCALED    
 FE0132* NAVD 88     -       141.934  (meters)     465.66   (feet)  ADJUSTED  
 FE0132  ___________________________________________________________________
 FE0132  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0132  DYNAMIC HT  -         141.809 (meters)     465.25  (feet)  COMP
 FE0132  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 FE0132
 FE0132  VERT ORDER  -  FIRST     CLASS II
 FE0132
 FE0132.The horizontal coordinates were scaled from a topographic map and have
 FE0132.an estimated accuracy of +/- 6 seconds.
 FE0132
 FE0132.The orthometric height was determined by differential leveling
 FE0132.and adjusted by the National Geodetic Survey in June 1991..
 FE0132
 FE0132.The geoid height was determined by GEOID03.
 FE0132
 FE0132.The dynamic height is computed by dividing the NAVD 88
 FE0132.geopotential number by the normal gravity value computed on the
 FE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0132.degrees latitude (g = 980.6199 gals.).
 FE0132
 FE0132.The modeled gravity was interpolated from observed gravity values.
 FE0132
 FE0132;                    North         East    Units  Estimated Accuracy
 FE0132;SPC TN       -   147,360.      405,300.      MT  (+/- 180 meters Scaled)
 FE0132
 FE0132                          SUPERSEDED SURVEY CONTROL
 FE0132
 FE0132  NGVD 29 (??/??/??)  141.949  (m)          465.71   (f) ADJUSTED    1 2
 FE0132
 FE0132.Superseded values are not recommended for survey control.
 FE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0132.See file dsdata.txt to determine how the superseded data were derived.
 FE0132
 FE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE958448(NAD 83)
 FE0132_MARKER: DB = BENCH MARK DISK
 FE0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0132_STAMPING: 465.770 U 20 1934
 FE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0132+STABILITY: SURFACE MOTION
 FE0132
 FE0132  HISTORY     - Date     Condition        Report By
 FE0132  HISTORY     - 1934     MONUMENTED       CGS
 FE0132  HISTORY     - 1947     GOOD             CGS
 FE0132
 FE0132                          STATION DESCRIPTION
 FE0132
 FE0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0132'1.2 MI W FROM PARSONS.
 FE0132'1.2 MILES WEST ALONG STATE HIGHWAY 20 AND 100 FROM THE COLWICK
 FE0132'HOTEL AT PARSONS, THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, 1.3
 FE0132'MILE WEST ALONG AN ABANDONED RAILROAD GRADE FROM THE HOTEL, AT
 FE0132'THE CROSSING OF THE GRAVEL ROAD AND THE ABANDONED RAILROAD GRADE,
 FE0132'122 FEET WEST OF A FENCE CORNER, 32 FEET NORTH OF THE CENTERLINE
 FE0132'OF THE RAILROAD GRADE, 26 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FE0132'34 FEET SOUTHWEST OF AN 18-INCH TREE, LEVEL WITH THE ROAD, AND
 FE0132'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  A STANDARD
 FE0132'DISK, STAMPED 465.770 U 20 1934 AND SET IN THE TOP OF A CONCRETE
 FE0132'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0661 ***********************************************************************
 GB0661  DESIGNATION -  U 201
 GB0661  PID         -  GB0661
 GB0661  STATE/COUNTY-  TN/CAMPBELL
 GB0661  USGS QUAD   -  PIONEER (1979)
 GB0661
 GB0661                         *CURRENT SURVEY CONTROL
 GB0661  ___________________________________________________________________
 GB0661* NAD 83(1986)-  36 28 17.     (N)    084 15 13.     (W)     SCALED    
 GB0661* NAVD 88     -       358.008  (meters)    1174.56   (feet)  ADJUSTED  
 GB0661  ___________________________________________________________________
 GB0661  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB0661  DYNAMIC HT  -         357.692 (meters)    1173.53  (feet)  COMP
 GB0661  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 GB0661
 GB0661  VERT ORDER  -  SECOND    CLASS 0
 GB0661
 GB0661.The horizontal coordinates were scaled from a topographic map and have
 GB0661.an estimated accuracy of +/- 6 seconds.
 GB0661
 GB0661.The orthometric height was determined by differential leveling
 GB0661.and adjusted by the National Geodetic Survey in June 1991..
 GB0661
 GB0661.The geoid height was determined by GEOID03.
 GB0661
 GB0661.The dynamic height is computed by dividing the NAVD 88
 GB0661.geopotential number by the normal gravity value computed on the
 GB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0661.degrees latitude (g = 980.6199 gals.).
 GB0661
 GB0661.The modeled gravity was interpolated from observed gravity values.
 GB0661
 GB0661;                    North         East    Units  Estimated Accuracy
 GB0661;SPC TN       -   238,620.      756,510.      MT  (+/- 180 meters Scaled)
 GB0661
 GB0661                          SUPERSEDED SURVEY CONTROL
 GB0661
 GB0661  NGVD 29 (??/??/92)  358.128  (m)         1174.96   (f) ADJ UNCH    2 0
 GB0661
 GB0661.Superseded values are not recommended for survey control.
 GB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0661.See file dsdata.txt to determine how the superseded data were derived.
 GB0661
 GB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF460397(NAD 83)
 GB0661_MARKER: DB = BENCH MARK DISK
 GB0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0661_STAMPING: U 201 1951 1174.958
 GB0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0661+STABILITY: SURFACE MOTION
 GB0661
 GB0661  HISTORY     - Date     Condition        Report By
 GB0661  HISTORY     - 1951     MONUMENTED       CGS
 GB0661  HISTORY     - 1957     GOOD             NGS
 GB0661
 GB0661                          STATION DESCRIPTION
 GB0661
 GB0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0661'1 MI SW FROM ELK VALLEY.
 GB0661'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0661'STATION AT ELK VALLEY, ABOUT 0.1 MILE NORTHEAST OF MILE POST
 GB0661'54, AT A DRIVE WAY CROSSING (SOUTHEAST TO A FARM HOUSE), 27 FEET
 GB0661'SOUTHEAST OF THE SOUTHEAST RAIL, 13 FEET NORTHEAST OF THE CENTER
 GB0661'LINE OF DRIVE, 47 1/2 FEET NORTHEAST AND ACROSS DRIVE FROM A
 GB0661'SIGN STATION ONE MILE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET
 GB0661'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GB0661'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GB0661
 GB0661                          STATION RECOVERY (1957)
 GB0661
 GB0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0164 ***********************************************************************
 GB0164  DESIGNATION -  U 202
 GB0164  PID         -  GB0164
 GB0164  STATE/COUNTY-  TN/SCOTT
 GB0164  USGS QUAD   -  KETCHEN (1982)
 GB0164
 GB0164                         *CURRENT SURVEY CONTROL
 GB0164  ___________________________________________________________________
 GB0164* NAD 83(1986)-  36 32 10.     (N)    084 17 23.     (W)     SCALED    
 GB0164* NAVD 88     -       382.369  (meters)    1254.49   (feet)  ADJUSTED  
 GB0164  ___________________________________________________________________
 GB0164  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0164  DYNAMIC HT  -         382.040 (meters)    1253.41  (feet)  COMP
 GB0164  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GB0164
 GB0164  VERT ORDER  -  SECOND    CLASS 0
 GB0164
 GB0164.The horizontal coordinates were scaled from a topographic map and have
 GB0164.an estimated accuracy of +/- 6 seconds.
 GB0164
 GB0164.The orthometric height was determined by differential leveling
 GB0164.and adjusted by the National Geodetic Survey in June 1991..
 GB0164
 GB0164.The geoid height was determined by GEOID03.
 GB0164
 GB0164.The dynamic height is computed by dividing the NAVD 88
 GB0164.geopotential number by the normal gravity value computed on the
 GB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0164.degrees latitude (g = 980.6199 gals.).
 GB0164
 GB0164.The modeled gravity was interpolated from observed gravity values.
 GB0164
 GB0164;                    North         East    Units  Estimated Accuracy
 GB0164;SPC TN       -   245,740.      753,150.      MT  (+/- 180 meters Scaled)
 GB0164
 GB0164                          SUPERSEDED SURVEY CONTROL
 GB0164
 GB0164  NGVD 29 (??/??/92)  382.500  (m)         1254.92   (f) ADJ UNCH    2 0
 GB0164
 GB0164.Superseded values are not recommended for survey control.
 GB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0164.See file dsdata.txt to determine how the superseded data were derived.
 GB0164
 GB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF426468(NAD 83)
 GB0164_MARKER: DB = BENCH MARK DISK
 GB0164_SETTING: 66 = SET IN ROCK OUTCROP
 GB0164_SP_SET: ROCK OUTCROP
 GB0164_STAMPING: U 202 1951 1254.919
 GB0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0164+STABILITY: POSITION/ELEVATION WELL
 GB0164
 GB0164  HISTORY     - Date     Condition        Report By
 GB0164  HISTORY     - 1951     MONUMENTED       CGS
 GB0164  HISTORY     - 1962     GOOD             NGS
 GB0164
 GB0164                          STATION DESCRIPTION
 GB0164
 GB0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0164'6 MI SE FROM KETCHEN.
 GB0164'ABOUT 6.0 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD LEADING
 GB0164'TO ELK VALLEY FROM THE CHURCH AND SCHOOL AT KETCHEN, SET
 GB0164'VERTICALLY IN THE FACE AT EAST CORNER OF A LARGE OUTCROP OF ROCK,
 GB0164'12 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT 2 1/2
 GB0164'FEET ABOVE THE GROUND AND ROAD.  NOTE-- MARK MAY BE REACHED
 GB0164'FROM THE SCHOOL AT ELK VALLEY BY GOING ABOUT 0.7 MILE WEST
 GB0164'ALONG A GRAVEL ROAD, THENCE ABOUT 6.35 MILES NORTHWEST ALONG A
 GB0164'MOUNTAIN ROAD LEADING TO KETCHEN.
 GB0164
 GB0164                          STATION RECOVERY (1962)
 GB0164
 GB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GB0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0957 ***********************************************************************
 GB0957  DESIGNATION -  U 203
 GB0957  PID         -  GB0957
 GB0957  STATE/COUNTY-  TN/FENTRESS
 GB0957  USGS QUAD   -  STOCKTON (1984)
 GB0957
 GB0957                         *CURRENT SURVEY CONTROL
 GB0957  ___________________________________________________________________
 GB0957* NAD 83(1986)-  36 28 11.     (N)    084 52 03.     (W)     SCALED    
 GB0957* NAVD 88     -       521.125  (meters)    1709.72   (feet)  ADJUSTED  
 GB0957  ___________________________________________________________________
 GB0957  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB0957  DYNAMIC HT  -         520.676 (meters)    1708.25  (feet)  COMP
 GB0957  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 GB0957
 GB0957  VERT ORDER  -  SECOND    CLASS 0
 GB0957
 GB0957.The horizontal coordinates were scaled from a topographic map and have
 GB0957.an estimated accuracy of +/- 6 seconds.
 GB0957
 GB0957.The orthometric height was determined by differential leveling
 GB0957.and adjusted by the National Geodetic Survey in June 1991..
 GB0957
 GB0957.The geoid height was determined by GEOID03.
 GB0957
 GB0957.The dynamic height is computed by dividing the NAVD 88
 GB0957.geopotential number by the normal gravity value computed on the
 GB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0957.degrees latitude (g = 980.6199 gals.).
 GB0957
 GB0957.The modeled gravity was interpolated from observed gravity values.
 GB0957
 GB0957;                    North         East    Units  Estimated Accuracy
 GB0957;SPC TN       -   237,620.      701,500.      MT  (+/- 180 meters Scaled)
 GB0957
 GB0957                          SUPERSEDED SURVEY CONTROL
 GB0957
 GB0957  NGVD 29 (??/??/92)  521.244  (m)         1710.11   (f) ADJ UNCH    2 0
 GB0957
 GB0957.Superseded values are not recommended for survey control.
 GB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0957.See file dsdata.txt to determine how the superseded data were derived.
 GB0957
 GB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF910381(NAD 83)
 GB0957_MARKER: DB = BENCH MARK DISK
 GB0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0957_STAMPING: U 203 1951 1710.115
 GB0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0957+STABILITY: SURFACE MOTION
 GB0957
 GB0957  HISTORY     - Date     Condition        Report By
 GB0957  HISTORY     - 1951     MONUMENTED       CGS
 GB0957  HISTORY     - 1958     GOOD             NGS
 GB0957
 GB0957                          STATION DESCRIPTION
 GB0957
 GB0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0957'0.7 MI NE FROM EAST JAMESTOWN.
 GB0957'0.7 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT EAST
 GB0957'JAMESTOWN, ABOUT 0.45 MILE NORTHEAST OF POST OFFICE, ABOUT
 GB0957'0.35 MILE SOUTH OF DIM ROAD WEST, 25 FEET EAST OF CENTER LINE
 GB0957'OF ROAD, 77 FEET WEST OF NORTHWEST CORNER OF A FARM HOUSE, 23
 GB0957'FEET NORTH OF A POWER POLE, 9 FEET WEST OF A 9-INCH OAK TREE,
 GB0957'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GB0957'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0957'NOTE-- THE FARM HOUSE HAS BURNED DOWN.
 GB0957
 GB0957                          STATION RECOVERY (1958)
 GB0957
 GB0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1989 ***********************************************************************
 GB1989  DESIGNATION -  U 204
 GB1989  PID         -  GB1989
 GB1989  STATE/COUNTY-  TN/CLAY
 GB1989  USGS QUAD   -  CELINA (1981)
 GB1989
 GB1989                         *CURRENT SURVEY CONTROL
 GB1989  ___________________________________________________________________
 GB1989* NAD 83(1986)-  36 34 28.     (N)    085 32 36.     (W)     SCALED    
 GB1989* NAVD 88     -       170.742  (meters)     560.18   (feet)  ADJUSTED  
 GB1989  ___________________________________________________________________
 GB1989  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1989  DYNAMIC HT  -         170.597 (meters)     559.70  (feet)  COMP
 GB1989  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 GB1989
 GB1989  VERT ORDER  -  SECOND    CLASS 0
 GB1989
 GB1989.The horizontal coordinates were scaled from a topographic map and have
 GB1989.an estimated accuracy of +/- 6 seconds.
 GB1989
 GB1989.The orthometric height was determined by differential leveling
 GB1989.and adjusted by the National Geodetic Survey in June 1991..
 GB1989
 GB1989.The geoid height was determined by GEOID03.
 GB1989
 GB1989.The dynamic height is computed by dividing the NAVD 88
 GB1989.geopotential number by the normal gravity value computed on the
 GB1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1989.degrees latitude (g = 980.6199 gals.).
 GB1989
 GB1989.The modeled gravity was interpolated from observed gravity values.
 GB1989
 GB1989;                    North         East    Units  Estimated Accuracy
 GB1989;SPC TN       -   248,750.      640,880.      MT  (+/- 180 meters Scaled)
 GB1989
 GB1989                          SUPERSEDED SURVEY CONTROL
 GB1989
 GB1989  NGVD 29 (??/??/92)  170.858  (m)          560.56   (f) ADJ UNCH    2 0
 GB1989
 GB1989.Superseded values are not recommended for survey control.
 GB1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1989.See file dsdata.txt to determine how the superseded data were derived.
 GB1989
 GB1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF303486(NAD 83)
 GB1989_MARKER: DB = BENCH MARK DISK
 GB1989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1989_SP_SET: BRIDGE
 GB1989_STAMPING: U 204 1951
 GB1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1989
 GB1989  HISTORY     - Date     Condition        Report By
 GB1989  HISTORY     - 1951     MONUMENTED       CGS
 GB1989  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1989
 GB1989                          STATION DESCRIPTION
 GB1989
 GB1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1989'2.6 MI NW FROM CELINA.
 GB1989'ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1989'HOUSE AT CELINA, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 GB1989'OF A 75-FOOT CONCRETE BRIDGE OVER NEW HOPE BRANCH, 12 FEET NORTH
 GB1989'OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF CONCRETE BANISTER,
 GB1989'18 FEET SOUTHWEST OF CENTER LINE OF A ROAD NORTHWEST AND ABOUT
 GB1989'LEVEL WITH HIGHWAY.
 GB1989
 GB1989                          STATION RECOVERY (2002)
 GB1989
 GB1989'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1989'THERE HAS BEEN EXTENSIVE ROAD CONSTRUCTION IN THE VICINITY OF THE
 GB1989'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0196 ***********************************************************************
 FE0196  DESIGNATION -  U 21
 FE0196  PID         -  FE0196
 FE0196  STATE/COUNTY-  TN/HARDIN
 FE0196  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0196
 FE0196                         *CURRENT SURVEY CONTROL
 FE0196  ___________________________________________________________________
 FE0196* NAD 83(1986)-  35 22 13.     (N)    088 17 39.     (W)     SCALED    
 FE0196* NAVD 88     -       154.597  (meters)     507.21   (feet)  ADJUSTED  
 FE0196  ___________________________________________________________________
 FE0196  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0196  DYNAMIC HT  -         154.458 (meters)     506.75  (feet)  COMP
 FE0196  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FE0196
 FE0196  VERT ORDER  -  SECOND    CLASS 0
 FE0196
 FE0196.The horizontal coordinates were scaled from a topographic map and have
 FE0196.an estimated accuracy of +/- 6 seconds.
 FE0196
 FE0196.The orthometric height was determined by differential leveling
 FE0196.and adjusted by the National Geodetic Survey in June 1991..
 FE0196
 FE0196.The geoid height was determined by GEOID03.
 FE0196
 FE0196.The dynamic height is computed by dividing the NAVD 88
 FE0196.geopotential number by the normal gravity value computed on the
 FE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0196.degrees latitude (g = 980.6199 gals.).
 FE0196
 FE0196.The modeled gravity was interpolated from observed gravity values.
 FE0196
 FE0196;                    North         East    Units  Estimated Accuracy
 FE0196;SPC TN       -   117,490.      391,540.      MT  (+/- 180 meters Scaled)
 FE0196
 FE0196                          SUPERSEDED SURVEY CONTROL
 FE0196
 FE0196  NGVD 29 (??/??/??)  154.606  (m)          507.24   (f) ADJUSTED    2 0
 FE0196
 FE0196.Superseded values are not recommended for survey control.
 FE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0196.See file dsdata.txt to determine how the superseded data were derived.
 FE0196
 FE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824148(NAD 83)
 FE0196_MARKER: DB = BENCH MARK DISK
 FE0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0196_STAMPING: 507.381 U 21 1934
 FE0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0196+STABILITY: SURFACE MOTION
 FE0196
 FE0196  HISTORY     - Date     Condition        Report By
 FE0196  HISTORY     - 1934     MONUMENTED       CGS
 FE0196  HISTORY     - 1949     GOOD             CGS
 FE0196  HISTORY     - 1973     MARK NOT FOUND   TVA
 FE0196
 FE0196                          STATION DESCRIPTION
 FE0196
 FE0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0196'4.2 MI E FROM MILLEDGEVILLE.
 FE0196'IN HARDIN COUNTY, 4.2 MILES EAST ALONG STATE HIGHWAY 69 FROM
 FE0196'MILLEDGEVILLE, MCNAIRY  COUNTY, 110 FEET NORTH OF THE CENTERLINE
 FE0196'OF THE HIGHWAY, AT THE GENERAL STORE, OWNED BY C.A. BINGHAM IN
 FE0196'1934, 45 FEET NORTH OF THE STORE, 3 FEET WEST OF THE SOUTHEAST
 FE0196'CORNER OF A GARDEN FENCE, AND 2 FEET WEST OF A STEEL POST.
 FE0196'A STANDARD DISK, STAMPED 507.381 U 21 1934 AND SET IN THE TOP OF
 FE0196'A CONCRETE POST.  NOTE-- THE AREA THAT THE MARKER WAS LOCATED
 FE0196'IN HAS BEEN USED AS A BARROW PIT.
 FE0196
 FE0196                          STATION RECOVERY (1973)
 FE0196
 FE0196'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1298 ***********************************************************************
 FE1298  DESIGNATION -  U 212
 FE1298  PID         -  FE1298
 FE1298  STATE/COUNTY-  TN/FAYETTE
 FE1298  USGS QUAD   -  GALLAWAY (1981)
 FE1298
 FE1298                         *CURRENT SURVEY CONTROL
 FE1298  ___________________________________________________________________
 FE1298* NAD 83(1986)-  35 18 24.     (N)    089 34 21.     (W)     SCALED    
 FE1298* NAVD 88     -        87.847  (meters)     288.21   (feet)  ADJUSTED  
 FE1298  ___________________________________________________________________
 FE1298  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1298  DYNAMIC HT  -          87.768 (meters)     287.95  (feet)  COMP
 FE1298  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FE1298
 FE1298  VERT ORDER  -  SECOND    CLASS 0
 FE1298
 FE1298.The horizontal coordinates were scaled from a topographic map and have
 FE1298.an estimated accuracy of +/- 6 seconds.
 FE1298
 FE1298.The orthometric height was determined by differential leveling
 FE1298.and adjusted by the National Geodetic Survey in June 1991..
 FE1298
 FE1298.The geoid height was determined by GEOID03.
 FE1298
 FE1298.The dynamic height is computed by dividing the NAVD 88
 FE1298.geopotential number by the normal gravity value computed on the
 FE1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1298.degrees latitude (g = 980.6199 gals.).
 FE1298
 FE1298.The modeled gravity was interpolated from observed gravity values.
 FE1298
 FE1298;                    North         East    Units  Estimated Accuracy
 FE1298;SPC TN       -   113,920.      275,170.      MT  (+/- 180 meters Scaled)
 FE1298
 FE1298                          SUPERSEDED SURVEY CONTROL
 FE1298
 FE1298  NGVD 29 (??/??/??)   87.830  (m)          288.16   (f) ADJUSTED    2 0
 FE1298
 FE1298.Superseded values are not recommended for survey control.
 FE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1298.See file dsdata.txt to determine how the superseded data were derived.
 FE1298
 FE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE661100(NAD 83)
 FE1298_MARKER: DB = BENCH MARK DISK
 FE1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1298_STAMPING: U 212 1958
 FE1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1298+STABILITY: SURFACE MOTION
 FE1298
 FE1298  HISTORY     - Date     Condition        Report By
 FE1298  HISTORY     - 1958     MONUMENTED       CGS
 FE1298  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1298
 FE1298                          STATION DESCRIPTION
 FE1298
 FE1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1298'3.5 MI SSE FROM GALLAWAY.
 FE1298'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1298'CROSSING AT GALLWAY, THENCE 1.4 MILES EAST ALONG A TRAIL
 FE1298'ROAD, THENCE FOLLOW A DIRT ROAD LEADING SOUTH FOR 1.9 MILES,
 FE1298'152.0 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 95.5
 FE1298'FT. WEST OF THE CENTER LINE OF A DIRT ROAD, 19.0 FT. SOUTH OF
 FE1298'THE CENTER LINE OF A DIRT ROAD, 19.0 FT. NORTH OF A FENCE.
 FE1298'2.0 FT. EAST OF A WHITE WOODEN WITNESS POST, A C AND GS DISK SET
 FE1298'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT 1.0 FT.
 FE1298'ABOVE THE LEVEL OF THE ROAD.
 FE1298
 FE1298                          STATION RECOVERY (2002)
 FE1298
 FE1298'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1298'LARGE PILE OF DEBRIS IN AREA FROM TEARING A HOUSE OR BARN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1057 ***********************************************************************
 FE1057  DESIGNATION -  U 213
 FE1057  PID         -  FE1057
 FE1057  STATE/COUNTY-  TN/HAYWOOD
 FE1057  USGS QUAD   -  DANCYVILLE (1981)
 FE1057
 FE1057                         *CURRENT SURVEY CONTROL
 FE1057  ___________________________________________________________________
 FE1057* NAD 83(1986)-  35 28 41.     (N)    089 16 18.     (W)     SCALED    
 FE1057* NAVD 88     -        94.183  (meters)     309.00   (feet)  ADJUSTED  
 FE1057  ___________________________________________________________________
 FE1057  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE1057  DYNAMIC HT  -          94.099 (meters)     308.72  (feet)  COMP
 FE1057  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 FE1057
 FE1057  VERT ORDER  -  SECOND    CLASS 0
 FE1057
 FE1057.The horizontal coordinates were scaled from a topographic map and have
 FE1057.an estimated accuracy of +/- 6 seconds.
 FE1057
 FE1057.The orthometric height was determined by differential leveling
 FE1057.and adjusted by the National Geodetic Survey in June 1991..
 FE1057
 FE1057.The geoid height was determined by GEOID03.
 FE1057
 FE1057.The dynamic height is computed by dividing the NAVD 88
 FE1057.geopotential number by the normal gravity value computed on the
 FE1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1057.degrees latitude (g = 980.6199 gals.).
 FE1057
 FE1057.The modeled gravity was interpolated from observed gravity values.
 FE1057
 FE1057;                    North         East    Units  Estimated Accuracy
 FE1057;SPC TN       -   131,970.      303,150.      MT  (+/- 180 meters Scaled)
 FE1057
 FE1057                          SUPERSEDED SURVEY CONTROL
 FE1057
 FE1057  NGVD 29 (??/??/??)   94.187  (m)          309.01   (f) ADJUSTED    2 0
 FE1057
 FE1057.Superseded values are not recommended for survey control.
 FE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1057.See file dsdata.txt to determine how the superseded data were derived.
 FE1057
 FE1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE939284(NAD 83)
 FE1057_MARKER: DB = BENCH MARK DISK
 FE1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1057_SP_SET: CULVERT
 FE1057_STAMPING: U 213 1959
 FE1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1057
 FE1057  HISTORY     - Date     Condition        Report By
 FE1057  HISTORY     - 1959     MONUMENTED       CGS
 FE1057  HISTORY     - 20020927 POOR             USACE
 FE1057
 FE1057                          STATION DESCRIPTION
 FE1057
 FE1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1057'8.6 MI S FROM BROWNSVILLE.
 FE1057'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1057'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, 50 FT. SOUTHWEST
 FE1057'OF THE CENTER OF A T JUNCTION OF HIGHWAY 76 AND A PAVED ROAD
 FE1057'LEADING WEST, 27 FT. WEST OF THE CENTER LINE OF HIGHWAY 76, 19
 FE1057'FT. NORTHEAST OF A POWER LINE POLE, A C AND GS DISK SET IN THE
 FE1057'TOP AND CENTER OF THE WEST CONCRETE ABUTMENT OF A 6 BY 4 CONCRETE
 FE1057'CULVERT.
 FE1057
 FE1057                          STATION RECOVERY (2002)
 FE1057
 FE1057'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1057'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1241 ***********************************************************************
 FE1241  DESIGNATION -  U 214
 FE1241  PID         -  FE1241
 FE1241  STATE/COUNTY-  TN/SHELBY
 FE1241  USGS QUAD   -  ELLENDALE (1993)
 FE1241
 FE1241                         *CURRENT SURVEY CONTROL
 FE1241  ___________________________________________________________________
 FE1241* NAD 83(1986)-  35 11 43.     (N)    089 47 32.     (W)     SCALED    
 FE1241* NAVD 88     -        97.462  (meters)     319.76   (feet)  ADJUSTED  
 FE1241  ___________________________________________________________________
 FE1241  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1241  DYNAMIC HT  -          97.374 (meters)     319.47  (feet)  COMP
 FE1241  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FE1241
 FE1241  VERT ORDER  -  SECOND    CLASS 0
 FE1241
 FE1241.The horizontal coordinates were scaled from a topographic map and have
 FE1241.an estimated accuracy of +/- 6 seconds.
 FE1241
 FE1241.The orthometric height was determined by differential leveling
 FE1241.and adjusted by the National Geodetic Survey in June 1991..
 FE1241
 FE1241.The geoid height was determined by GEOID03.
 FE1241
 FE1241.The dynamic height is computed by dividing the NAVD 88
 FE1241.geopotential number by the normal gravity value computed on the
 FE1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1241.degrees latitude (g = 980.6199 gals.).
 FE1241
 FE1241.The modeled gravity was interpolated from observed gravity values.
 FE1241
 FE1241;                    North         East    Units  Estimated Accuracy
 FE1241;SPC TN       -   102,320.      254,720.      MT  (+/- 180 meters Scaled)
 FE1241
 FE1241                          SUPERSEDED SURVEY CONTROL
 FE1241
 FE1241  NGVD 29 (??/??/??)   97.448  (m)          319.71   (f) ADJUSTED    2 0
 FE1241
 FE1241.Superseded values are not recommended for survey control.
 FE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1241.See file dsdata.txt to determine how the superseded data were derived.
 FE1241
 FE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD457982(NAD 83)
 FE1241_MARKER: DB = BENCH MARK DISK
 FE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1241_STAMPING: U 214 1959
 FE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1241+STABILITY: SURFACE MOTION
 FE1241
 FE1241  HISTORY     - Date     Condition        Report By
 FE1241  HISTORY     - 1959     MONUMENTED       CGS
 FE1241  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1241
 FE1241                          STATION DESCRIPTION
 FE1241
 FE1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1241'6 MI ENE FROM MEMPHIS.
 FE1241'IT IS LOCATED 4.8 MILES EAST ALONG MACON ROAD THENCE 1.6 MILES
 FE1241'NORTH ALONG CORDOVA ROAD FROM THE JUNCTION OF MACON ROAD AND
 FE1241'HIGHWAY 70 JUST EAST OF MEMPHIS, SET IN THE TOP OF A CONCRETE
 FE1241'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND, 147 FEET NORTHWEST
 FE1241'OF THE CENTER OF INTERSTATE HIGHWAY, 23 FEET EAST OF THE CENTER
 FE1241'OF GERMANTOWN ROAD, 112 FEET SOUTH OF POWERLINE POLE NUMBER 14746,
 FE1241'3 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET NORTH OF A
 FE1241'WITNESS POST.  IT IS ABOUT 0.7 MILE NORTH OF P 214.
 FE1241
 FE1241                          STATION RECOVERY (1992)
 FE1241
 FE1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0621 ***********************************************************************
 FE0621  DESIGNATION -  U 215
 FE0621  PID         -  FE0621
 FE0621  STATE/COUNTY-  TN/MADISON
 FE0621  USGS QUAD   -  JACKSON NORTH (1983)
 FE0621
 FE0621                         *CURRENT SURVEY CONTROL
 FE0621  ___________________________________________________________________
 FE0621* NAD 83(1986)-  35 40 32.     (N)    088 48 28.     (W)     SCALED    
 FE0621* NAVD 88     -       146.882  (meters)     481.90   (feet)  ADJUSTED  
 FE0621  ___________________________________________________________________
 FE0621  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0621  DYNAMIC HT  -         146.751 (meters)     481.47  (feet)  COMP
 FE0621  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE0621
 FE0621  VERT ORDER  -  SECOND    CLASS 0
 FE0621
 FE0621.The horizontal coordinates were scaled from a topographic map and have
 FE0621.an estimated accuracy of +/- 6 seconds.
 FE0621
 FE0621.The orthometric height was determined by differential leveling
 FE0621.and adjusted by the National Geodetic Survey in June 1991..
 FE0621
 FE0621.The geoid height was determined by GEOID03.
 FE0621
 FE0621.The dynamic height is computed by dividing the NAVD 88
 FE0621.geopotential number by the normal gravity value computed on the
 FE0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0621.degrees latitude (g = 980.6199 gals.).
 FE0621
 FE0621.The modeled gravity was interpolated from observed gravity values.
 FE0621
 FE0621;                    North         East    Units  Estimated Accuracy
 FE0621;SPC TN       -   152,560.      345,860.      MT  (+/- 180 meters Scaled)
 FE0621
 FE0621                          SUPERSEDED SURVEY CONTROL
 FE0621
 FE0621  NGVD 29 (??/??/??)  146.918  (m)          482.01   (f) ADJUSTED    2 0
 FE0621
 FE0621.Superseded values are not recommended for survey control.
 FE0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0621.See file dsdata.txt to determine how the superseded data were derived.
 FE0621
 FE0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE363494(NAD 83)
 FE0621_MARKER: DB = BENCH MARK DISK
 FE0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0621_SP_SET: OVERPASS
 FE0621_STAMPING: U 215 1959
 FE0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0621
 FE0621  HISTORY     - Date     Condition        Report By
 FE0621  HISTORY     - 1959     MONUMENTED       CGS
 FE0621  HISTORY     - 20020909 POOR             USACE
 FE0621
 FE0621                          STATION DESCRIPTION
 FE0621
 FE0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0621'7.9 MI NNE FROM JACKSON.
 FE0621'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0621'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 4.25
 FE0621'MILES NORTHEAST ON INTERSTATE HIGHWAY 40, 0.9 MILE EAST FROM
 FE0621'RIDGECREST.  IT IS SET VERTICALLY IN THE NORTH FACE OF THE WEST
 FE0621'COLUMN OF THE CENTER PILLAR OF AN OVERPASS, 3 FEET ABOVE THE
 FE0621'LEVEL OF THE ROAD WHICH IS NOW UNDER CONSTRUCTION.
 FE0621
 FE0621                          STATION RECOVERY (2002)
 FE0621
 FE0621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0621'MARK DESTROYED, NEW OVERPASS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0002 ***********************************************************************
 FE0002  DESIGNATION -  U 216 RESET
 FE0002  PID         -  FE0002
 FE0002  STATE/COUNTY-  TN/HENDERSON
 FE0002  USGS QUAD   -  YUMA (1986)
 FE0002
 FE0002                         *CURRENT SURVEY CONTROL
 FE0002  ___________________________________________________________________
 FE0002* NAD 83(1986)-  35 48 07.     (N)    088 20 14.     (W)     SCALED    
 FE0002* NAVD 88     -       153.44   (+/-2cm)     503.4    (feet)  VERTCON   
 FE0002  ___________________________________________________________________
 FE0002  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0002
 FE0002  VERT ORDER  -  ? (See Below)
 FE0002
 FE0002.The horizontal coordinates were scaled from a topographic map and have
 FE0002.an estimated accuracy of +/- 6 seconds.
 FE0002
 FE0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0002.The vertical order pertains to the NGVD 29 superseded value.
 FE0002
 FE0002.The geoid height was determined by GEOID03.
 FE0002
 FE0002;                    North         East    Units  Estimated Accuracy
 FE0002;SPC TN       -   165,460.      388,770.      MT  (+/- 180 meters Scaled)
 FE0002
 FE0002                          SUPERSEDED SURVEY CONTROL
 FE0002
 FE0002  NGVD 29 (??/??/??)  153.459  (m)          503.47   (f) ADJUSTED    ?  
 FE0002
 FE0002.Superseded values are not recommended for survey control.
 FE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0002.See file dsdata.txt to determine how the superseded data were derived.
 FE0002
 FE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE791628(NAD 83)
 FE0002_MARKER: DB = BENCH MARK DISK
 FE0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0002_STAMPING: U 216 1959 RESET 1963
 FE0002_MARK LOGO: TNHD  
 FE0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0002+STABILITY: SURFACE MOTION
 FE0002
 FE0002  HISTORY     - Date     Condition        Report By
 FE0002  HISTORY     - 1963     MONUMENTED       TNHD
 FE0002
 FE0002                          STATION DESCRIPTION
 FE0002
 FE0002'DESCRIBED BY TN HIGHWAY DEPT 1963
 FE0002'4.9 MI SE FROM YUMA.
 FE0002'TO REACH THE MARK FROM THE RAILROAD STATION IN YUMA, GO SOUTH ALONG
 FE0002'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD FOR 3.8 MILES,
 FE0002'THENCE, 0.2 MILE EAST ON A GRAVELED ROAD, THENCE, 0.9 MILE NORTHEAST
 FE0002'ALONG THE COUNTY ROAD FROM WILDERSVILLE TO CAMDEN, TO THE MARK
 FE0002'ON THE RIGHT.  THE MARK IS 192 FEET NORTH OF THE APPROXIMATE
 FE0002'CENTER OF INTERSTATE HIGHWAY 40, 69 FEET EAST OF THE APPROXIMATE
 FE0002'CENTER OF THE COUNTY ROAD AND 2 FEET WEST OF A WITNESS POST IN A
 FE0002'CLUSTER OF PINE TREES.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FE0002'10-INCH, SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE
 FE0002'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1112 ***********************************************************************
 FD1112  DESIGNATION -  U 217
 FD1112  PID         -  FD1112
 FD1112  STATE/COUNTY-  TN/HUMPHREYS
 FD1112  USGS QUAD   -  DANIELS LANDING (1992)
 FD1112
 FD1112                         *CURRENT SURVEY CONTROL
 FD1112  ___________________________________________________________________
 FD1112* NAD 83(1986)-  35 51 55.     (N)    087 54 19.     (W)     SCALED    
 FD1112* NAVD 88     -       115.016  (meters)     377.35   (feet)  ADJUSTED  
 FD1112  ___________________________________________________________________
 FD1112  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1112  DYNAMIC HT  -         114.916 (meters)     377.02  (feet)  COMP
 FD1112  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1112
 FD1112  VERT ORDER  -  SECOND    CLASS 0
 FD1112
 FD1112.The horizontal coordinates were scaled from a topographic map and have
 FD1112.an estimated accuracy of +/- 6 seconds.
 FD1112
 FD1112.The orthometric height was determined by differential leveling
 FD1112.and adjusted by the National Geodetic Survey in June 1991..
 FD1112
 FD1112.The geoid height was determined by GEOID03.
 FD1112
 FD1112.The dynamic height is computed by dividing the NAVD 88
 FD1112.geopotential number by the normal gravity value computed on the
 FD1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1112.degrees latitude (g = 980.6199 gals.).
 FD1112
 FD1112.The modeled gravity was interpolated from observed gravity values.
 FD1112
 FD1112;                    North         East    Units  Estimated Accuracy
 FD1112;SPC TN       -   171,640.      427,940.      MT  (+/- 180 meters Scaled)
 FD1112
 FD1112                          SUPERSEDED SURVEY CONTROL
 FD1112
 FD1112  NGVD 29 (??/??/92)  115.049  (m)          377.46   (f) ADJ UNCH    2 0
 FD1112
 FD1112.Superseded values are not recommended for survey control.
 FD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1112.See file dsdata.txt to determine how the superseded data were derived.
 FD1112
 FD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE182693(NAD 83)
 FD1112_MARKER: DB = BENCH MARK DISK
 FD1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1112_STAMPING: U 217 1959
 FD1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1112+STABILITY: SURFACE MOTION
 FD1112
 FD1112  HISTORY     - Date     Condition        Report By
 FD1112  HISTORY     - 1959     MONUMENTED       CGS
 FD1112
 FD1112                          STATION DESCRIPTION
 FD1112
 FD1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1112'7.8 MI SW FROM BUFFALO.
 FD1112'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9 MILES
 FD1112'NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1112'GO SOUTH 1.15 MILES ON A GRAVELED ROAD, THENCE 6.25 MILES WEST
 FD1112'AND SOUTH ON A GRAVELED ROAD, THENCE 0.35 MILE SOUTH ON A
 FD1112'GRAVELED ROAD, 21 FT. EAST OF THE CENTER OF A GRAVELED ROAD,
 FD1112'4 FT. WEST OF A FENCE, 2.9 FT. WEST OF A POWER LINE POLE, 2 FT.
 FD1112'EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST,
 FD1112'PROJECTING 2 INCHES, AND ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1113 ***********************************************************************
 FD1113  DESIGNATION -  U 217 RESET
 FD1113  PID         -  FD1113
 FD1113  STATE/COUNTY-  TN/HUMPHREYS
 FD1113  USGS QUAD   -  DANIELS LANDING (1992)
 FD1113
 FD1113                         *CURRENT SURVEY CONTROL
 FD1113  ___________________________________________________________________
 FD1113* NAD 83(1986)-  35 51 55.     (N)    087 54 19.     (W)     SCALED    
 FD1113* NAVD 88     -       114.15   (+/-2cm)     374.5    (feet)  VERTCON   
 FD1113  ___________________________________________________________________
 FD1113  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1113
 FD1113  VERT ORDER  -  THIRD (See Below)
 FD1113
 FD1113.The horizontal coordinates were scaled from a topographic map and have
 FD1113.an estimated accuracy of +/- 6 seconds.
 FD1113
 FD1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1113.The vertical order pertains to the NGVD 29 superseded value.
 FD1113
 FD1113.The geoid height was determined by GEOID03.
 FD1113
 FD1113;                    North         East    Units  Estimated Accuracy
 FD1113;SPC TN       -   171,640.      427,940.      MT  (+/- 180 meters Scaled)
 FD1113
 FD1113                          SUPERSEDED SURVEY CONTROL
 FD1113
 FD1113  NGVD 29 (??/??/??)  114.18   (m)          374.6    (f) RESET       3  
 FD1113
 FD1113.Superseded values are not recommended for survey control.
 FD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1113.See file dsdata.txt to determine how the superseded data were derived.
 FD1113
 FD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE182693(NAD 83)
 FD1113_MARKER: DB = BENCH MARK DISK
 FD1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1113_STAMPING: U 217 RESET 1963
 FD1113_MARK LOGO: CGS   
 FD1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1113+STABILITY: SURFACE MOTION
 FD1113
 FD1113  HISTORY     - Date     Condition        Report By
 FD1113  HISTORY     - 1963     MONUMENTED       CGS
 FD1113
 FD1113                          STATION DESCRIPTION
 FD1113
 FD1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FD1113'18 MI SSW FROM WAVERLY.
 FD1113'ABOUT 2-1/4 MILES E ALONG NO. 40 INTERSTATE HIGHWAY FROM THE
 FD1113'MIDDLE OF THE BRIDGE OVER THE TENNESSEE RIVER, ABOUT 140 YARDS
 FD1113'N OF CENTER OF THE FIRST INTERCHANGE E OF SAID BRIDGE, ABOUT 35
 FD1113'YARDS S OF APPROXIMATE CENTER LINE OF ROCKY CREEK, 66 FEET E
 FD1113'OF PROJECTED CENTER LINE OF LOCAL ROAD FROM THE N, ABOUT 7
 FD1113'YARDS LOWER THAN THE LOCAL ROAD, 0.7 FOOT NNE OF INTERCHANGE
 FD1113'R.O.W. FENCE, 0.4 FOOT SSW OF THE R.O.W. LINE, 1.7 FEET ESE OF
 FD1113'STEEL WITNESS POST, AND ABOUT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1182 ***********************************************************************
 FD1182  DESIGNATION -  U 218
 FD1182  PID         -  FD1182
 FD1182  STATE/COUNTY-  TN/HICKMAN
 FD1182  USGS QUAD   -  SPOT (1942)
 FD1182
 FD1182                         *CURRENT SURVEY CONTROL
 FD1182  ___________________________________________________________________
 FD1182* NAD 83(1986)-  35 57 47.     (N)    087 32 47.     (W)     SCALED    
 FD1182* NAVD 88     -       256.168  (meters)     840.44   (feet)  ADJUSTED  
 FD1182  ___________________________________________________________________
 FD1182  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FD1182  DYNAMIC HT  -         255.944 (meters)     839.71  (feet)  COMP
 FD1182  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 FD1182
 FD1182  VERT ORDER  -  SECOND    CLASS 0
 FD1182
 FD1182.The horizontal coordinates were scaled from a topographic map and have
 FD1182.an estimated accuracy of +/- 6 seconds.
 FD1182
 FD1182.The orthometric height was determined by differential leveling
 FD1182.and adjusted by the National Geodetic Survey in June 1991..
 FD1182
 FD1182.The geoid height was determined by GEOID03.
 FD1182
 FD1182.The dynamic height is computed by dividing the NAVD 88
 FD1182.geopotential number by the normal gravity value computed on the
 FD1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1182.degrees latitude (g = 980.6199 gals.).
 FD1182
 FD1182.The modeled gravity was interpolated from observed gravity values.
 FD1182
 FD1182;                    North         East    Units  Estimated Accuracy
 FD1182;SPC TN       -   181,920.      460,520.      MT  (+/- 180 meters Scaled)
 FD1182
 FD1182                          SUPERSEDED SURVEY CONTROL
 FD1182
 FD1182  NGVD 29 (??/??/92)  256.178  (m)          840.48   (f) ADJ UNCH    2 0
 FD1182
 FD1182.Superseded values are not recommended for survey control.
 FD1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1182.See file dsdata.txt to determine how the superseded data were derived.
 FD1182
 FD1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE507799(NAD 83)
 FD1182_MARKER: DB = BENCH MARK DISK
 FD1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1182_STAMPING: U 218 1959
 FD1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1182+STABILITY: SURFACE MOTION
 FD1182
 FD1182  HISTORY     - Date     Condition        Report By
 FD1182  HISTORY     - 1959     MONUMENTED       CGS
 FD1182
 FD1182                          STATION DESCRIPTION
 FD1182
 FD1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1182'14 MI NE FROM ONLY.
 FD1182'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1182'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1182'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1182'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1182'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1182'4.7 MILES WEST AND NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION
 FD1182'THENCE 1.0 MILE NORTHEAST ON A TRACK ROAD, 34 FT. SOUTHEAST OF
 FD1182'THE CENTER OF THE TRACK ROAD, 25 FT. EAST OF A T.V.A. POWER LINE
 FD1182'RIGHT OF WAY SIGN, 2 FT. SOUTHEAST OF A WITNESS SIGN, A DISK
 FD1182'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT 5
 FD1182'FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1480 ***********************************************************************
 GC1480  DESIGNATION -  U 219
 GC1480  PID         -  GC1480
 GC1480  STATE/COUNTY-  TN/CHEATHAM
 GC1480  USGS QUAD   -  WHITE BLUFF (1983)
 GC1480
 GC1480                         *CURRENT SURVEY CONTROL
 GC1480  ___________________________________________________________________
 GC1480* NAD 83(1986)-  36 03 44.     (N)    087 07 52.     (W)     SCALED    
 GC1480* NAVD 88     -       238.951  (meters)     783.96   (feet)  ADJUSTED  
 GC1480  ___________________________________________________________________
 GC1480  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1480  DYNAMIC HT  -         238.746 (meters)     783.29  (feet)  COMP
 GC1480  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC1480
 GC1480  VERT ORDER  -  SECOND    CLASS 0
 GC1480
 GC1480.The horizontal coordinates were scaled from a topographic map and have
 GC1480.an estimated accuracy of +/- 6 seconds.
 GC1480
 GC1480.The orthometric height was determined by differential leveling
 GC1480.and adjusted by the National Geodetic Survey in June 1991..
 GC1480
 GC1480.The geoid height was determined by GEOID03.
 GC1480
 GC1480.The dynamic height is computed by dividing the NAVD 88
 GC1480.geopotential number by the normal gravity value computed on the
 GC1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1480.degrees latitude (g = 980.6199 gals.).
 GC1480
 GC1480.The modeled gravity was interpolated from observed gravity values.
 GC1480
 GC1480;                    North         East    Units  Estimated Accuracy
 GC1480;SPC TN       -   192,410.      498,100.      MT  (+/- 180 meters Scaled)
 GC1480
 GC1480                          SUPERSEDED SURVEY CONTROL
 GC1480
 GC1480  NGVD 29 (??/??/92)  238.963  (m)          784.00   (f) ADJ UNCH    2 0
 GC1480
 GC1480.Superseded values are not recommended for survey control.
 GC1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1480.See file dsdata.txt to determine how the superseded data were derived.
 GC1480
 GC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE881908(NAD 83)
 GC1480_MARKER: DB = BENCH MARK DISK
 GC1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1480_STAMPING: U 219 1959
 GC1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1480+STABILITY: SURFACE MOTION
 GC1480
 GC1480  HISTORY     - Date     Condition        Report By
 GC1480  HISTORY     - 1959     MONUMENTED       CGS
 GC1480
 GC1480                          STATION DESCRIPTION
 GC1480
 GC1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1480'4.6 MI SW FROM KINGSTON SPRINGS.
 GC1480'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1480'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1480'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1480'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.4 MILES
 GC1480'SOUTHWEST ON A GRAVELED ROAD, 155 FT. SOUTHWEST OF THE CENTER
 GC1480'OF THE INTERSTATE HIGHWAY, 17 FT. NORTH OF THE CENTER OF THE
 GC1480'GRAVELED ROAD, 5 FT. NORTHEAST OF A POWER LINE POLE, AND 2 FT.
 GC1480'SOUTH OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1480'PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1375 ***********************************************************************
 GC1375  DESIGNATION -  U 22
 GC1375  PID         -  GC1375
 GC1375  STATE/COUNTY-  TN/MONTGOMERY
 GC1375  USGS QUAD   -  SLAYDEN (1983)
 GC1375
 GC1375                         *CURRENT SURVEY CONTROL
 GC1375  ___________________________________________________________________
 GC1375* NAD 83(1986)-  36 21 29.     (N)    087 25 34.     (W)     SCALED    
 GC1375* NAVD 88     -       197.931  (meters)     649.38   (feet)  ADJUSTED  
 GC1375  ___________________________________________________________________
 GC1375  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1375  DYNAMIC HT  -         197.764 (meters)     648.83  (feet)  COMP
 GC1375  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC1375
 GC1375  VERT ORDER  -  SECOND    CLASS 0
 GC1375
 GC1375.The horizontal coordinates were scaled from a topographic map and have
 GC1375.an estimated accuracy of +/- 6 seconds.
 GC1375
 GC1375.The orthometric height was determined by differential leveling
 GC1375.and adjusted by the National Geodetic Survey in June 1991..
 GC1375
 GC1375.The geoid height was determined by GEOID03.
 GC1375
 GC1375.The dynamic height is computed by dividing the NAVD 88
 GC1375.geopotential number by the normal gravity value computed on the
 GC1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1375.degrees latitude (g = 980.6199 gals.).
 GC1375
 GC1375.The modeled gravity was interpolated from observed gravity values.
 GC1375
 GC1375;                    North         East    Units  Estimated Accuracy
 GC1375;SPC TN       -   225,580.      472,010.      MT  (+/- 180 meters Scaled)
 GC1375
 GC1375                          SUPERSEDED SURVEY CONTROL
 GC1375
 GC1375  NGVD 29 (??/??/92)  197.964  (m)          649.49   (f) ADJ UNCH    2 0
 GC1375
 GC1375.Superseded values are not recommended for survey control.
 GC1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1375.See file dsdata.txt to determine how the superseded data were derived.
 GC1375
 GC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF617237(NAD 83)
 GC1375_MARKER: DB = BENCH MARK DISK
 GC1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1375_STAMPING: 649.762 U 22 1934
 GC1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1375+STABILITY: SURFACE MOTION
 GC1375
 GC1375  HISTORY     - Date     Condition        Report By
 GC1375  HISTORY     - 1934     MONUMENTED       CGS
 GC1375
 GC1375                          STATION DESCRIPTION
 GC1375
 GC1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1375'2.0 MI S FROM LOUISE.
 GC1375'2.0 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED LOUISVILLE
 GC1375'AND NASHVILLE RAILROAD FROM LOUISE, MONTGOMERY COUNTY, AT A
 GC1375'FARM-ROAD CROSSING, 33 YARDS SOUTH OF THE CENTERLINE OF THE ROAD,
 GC1375'14 YARDS WEST OF THE CENTERLINE OF THE OLD ROADBED, AT A FENCE,
 GC1375'AND 4 YARDS NORTH OF THE FENCE CORNER.  A STANDARD DISK, STAMPED
 GC1375'649.762 U 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1046 ***********************************************************************
 GC1046  DESIGNATION -  U 220
 GC1046  PID         -  GC1046
 GC1046  STATE/COUNTY-  TN/ROBERTSON
 GC1046  USGS QUAD   -  PORTLAND (1981)
 GC1046
 GC1046                         *CURRENT SURVEY CONTROL
 GC1046  ___________________________________________________________________
 GC1046* NAD 83(1986)-  36 33 52.     (N)    086 37 22.     (W)     SCALED    
 GC1046* NAVD 88     -       216.820  (meters)     711.35   (feet)  ADJUSTED  
 GC1046  ___________________________________________________________________
 GC1046  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GC1046  DYNAMIC HT  -         216.638 (meters)     710.75  (feet)  COMP
 GC1046  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GC1046
 GC1046  VERT ORDER  -  SECOND    CLASS 0
 GC1046
 GC1046.The horizontal coordinates were scaled from a topographic map and have
 GC1046.an estimated accuracy of +/- 6 seconds.
 GC1046
 GC1046.The orthometric height was determined by differential leveling
 GC1046.and adjusted by the National Geodetic Survey in June 1991..
 GC1046
 GC1046.The geoid height was determined by GEOID03.
 GC1046
 GC1046.The dynamic height is computed by dividing the NAVD 88
 GC1046.geopotential number by the normal gravity value computed on the
 GC1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1046.degrees latitude (g = 980.6199 gals.).
 GC1046
 GC1046.The modeled gravity was interpolated from observed gravity values.
 GC1046
 GC1046;                    North         East    Units  Estimated Accuracy
 GC1046;SPC TN       -   247,730.      544,250.      MT  (+/- 180 meters Scaled)
 GC1046
 GC1046                          SUPERSEDED SURVEY CONTROL
 GC1046
 GC1046  NGVD 29 (??/??/92)  216.892  (m)          711.59   (f) ADJ UNCH    2 0
 GC1046
 GC1046.Superseded values are not recommended for survey control.
 GC1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1046.See file dsdata.txt to determine how the superseded data were derived.
 GC1046
 GC1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF337466(NAD 83)
 GC1046_MARKER: DB = BENCH MARK DISK
 GC1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1046_STAMPING: U 220 1959
 GC1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1046+STABILITY: SURFACE MOTION
 GC1046
 GC1046  HISTORY     - Date     Condition        Report By
 GC1046  HISTORY     - 1959     MONUMENTED       CGS
 GC1046
 GC1046                          STATION DESCRIPTION
 GC1046
 GC1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1046'10.9 MI N FROM WHITE HOUSE.
 GC1046'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1046'31 W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC1046'THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE 0.8
 GC1046'MILE NORTHWEST ON A PAVED ROAD, THENCE 1.5 MILES EAST ON A
 GC1046'GRAVELED ROAD, THENCE 4.15 MILES NORTH ON U.S. HIGHWAY 31 W,
 GC1046'THENCE 0.1 MILE WEST ACROSS A FIELD TO A GRAVELED ROAD LEADING
 GC1046'WEST, FOLLOW THE GRAVELED ROAD FOR 0.4 MILE TO A SHARP CURVE IN
 GC1046'THE ROAD, THE MARK IS SET ON THE OUTSIDE OF THE SHARP CURVE, 20
 GC1046'FT. WEST OF THE CENTER OF THE GRAVELED ROAD, 0.8 FT. EAST OF A
 GC1046'FENCE, AND 1.5 FT. SOUTH OF A WITNESS SIGN, SET IN THE TOP OF A
 GC1046'CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE
 GC1046'ROAD.  THIS MARK IS 0.6 MILE SOUTH OF B.M. 38 EOM (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0505 ***********************************************************************
 GC0505  DESIGNATION -  U 221
 GC0505  PID         -  GC0505
 GC0505  STATE/COUNTY-  TN/DAVIDSON
 GC0505  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0505
 GC0505                         *CURRENT SURVEY CONTROL
 GC0505  ___________________________________________________________________
 GC0505* NAD 83(1986)-  36 16 42.     (N)    086 44 00.     (W)     SCALED    
 GC0505* NAVD 88     -       164.498  (meters)     539.69   (feet)  ADJUSTED  
 GC0505  ___________________________________________________________________
 GC0505  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0505  DYNAMIC HT  -         164.359 (meters)     539.23  (feet)  COMP
 GC0505  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 GC0505
 GC0505  VERT ORDER  -  SECOND    CLASS 0
 GC0505
 GC0505.The horizontal coordinates were scaled from a topographic map and have
 GC0505.an estimated accuracy of +/- 6 seconds.
 GC0505
 GC0505.The orthometric height was determined by differential leveling
 GC0505.and adjusted by the National Geodetic Survey in June 1991..
 GC0505
 GC0505.The geoid height was determined by GEOID03.
 GC0505
 GC0505.The dynamic height is computed by dividing the NAVD 88
 GC0505.geopotential number by the normal gravity value computed on the
 GC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0505.degrees latitude (g = 980.6199 gals.).
 GC0505
 GC0505.The modeled gravity was interpolated from observed gravity values.
 GC0505
 GC0505;                    North         East    Units  Estimated Accuracy
 GC0505;SPC TN       -   216,050.      534,120.      MT  (+/- 180 meters Scaled)
 GC0505
 GC0505                          SUPERSEDED SURVEY CONTROL
 GC0505
 GC0505  NGVD 29 (??/??/92)  164.539  (m)          539.83   (f) ADJ UNCH    2 0
 GC0505
 GC0505.Superseded values are not recommended for survey control.
 GC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0505.See file dsdata.txt to determine how the superseded data were derived.
 GC0505
 GC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF239148(NAD 83)
 GC0505_MARKER: DB = BENCH MARK DISK
 GC0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0505_STAMPING: U 221 1959
 GC0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0505+STABILITY: SURFACE MOTION
 GC0505
 GC0505  HISTORY     - Date     Condition        Report By
 GC0505  HISTORY     - 1959     MONUMENTED       CGS
 GC0505  HISTORY     - 1967     GOOD             NGS
 GC0505
 GC0505                          STATION DESCRIPTION
 GC0505
 GC0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GC0505'4 MI S FROM GOODLETTSVILLE.
 GC0505'TO REACH FROM THE POST OFFICE IN GOODLETTSVILLE, GO SOUTHERLY
 GC0505'ON U.S. HIGHWAYS 41 AND 31W FOR 2.45 MILES TO CAMPBELL ROAD ON
 GC0505'THE LEFT, TURN LEFT AND GO SOUTHEASTERLY ON CAMPBELL ROAD FOR
 GC0505'1.05 MILE TO AN OILED DRIVE ON THE RIGHT, TURN RIGHT AND GO
 GC0505'WESTERLY ON THIS OILED DRIVE FOR 0.1 MILE TO THE MARK ON THE
 GC0505'LEFT.  IT IS 247 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC0505'CONCRETE CULVERT UNDER INTERSTATE ROUTE 65, 180 FEET EAST OF
 GC0505'THE RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 65, 92 FEET WEST OF
 GC0505'THE APPROXIMATE CENTER OF A DRIVE LEADING INTO A BRICK HOME, 16
 GC0505'FEET SOUTH OF THE APPROXIMATE CENTER OF A DEAD-END DRIVE, 2.0
 GC0505'FEET EAST OF A METAL WITNESS POST AND SIGN, AND 2 FEET WEST OF A
 GC0505'NORTHEAST FENCE CORNER POST.  IT IS A STANDARD DISK SET IN THE
 GC0505'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC0505'IS STAMPED U 221 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0522 ***********************************************************************
 FD0522  DESIGNATION -  U 222
 FD0522  PID         -  FD0522
 FD0522  STATE/COUNTY-  TN/WILLIAMSON
 FD0522  USGS QUAD   -  FRANKLIN (1981)
 FD0522
 FD0522                         *CURRENT SURVEY CONTROL
 FD0522  ___________________________________________________________________
 FD0522* NAD 83(1986)-  35 56 40.     (N)    086 48 53.     (W)     SCALED    
 FD0522* NAVD 88     -       222.194  (meters)     728.98   (feet)  ADJUSTED  
 FD0522  ___________________________________________________________________
 FD0522  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0522  DYNAMIC HT  -         221.999 (meters)     728.34  (feet)  COMP
 FD0522  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 FD0522
 FD0522  VERT ORDER  -  SECOND    CLASS 0
 FD0522
 FD0522.The horizontal coordinates were scaled from a topographic map and have
 FD0522.an estimated accuracy of +/- 6 seconds.
 FD0522
 FD0522.The orthometric height was determined by differential leveling
 FD0522.and adjusted by the National Geodetic Survey in June 1991..
 FD0522
 FD0522.The geoid height was determined by GEOID03.
 FD0522
 FD0522.The dynamic height is computed by dividing the NAVD 88
 FD0522.geopotential number by the normal gravity value computed on the
 FD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0522.degrees latitude (g = 980.6199 gals.).
 FD0522
 FD0522.The modeled gravity was interpolated from observed gravity values.
 FD0522
 FD0522;                    North         East    Units  Estimated Accuracy
 FD0522;SPC TN       -   179,060.      526,500.      MT  (+/- 180 meters Scaled)
 FD0522
 FD0522                          SUPERSEDED SURVEY CONTROL
 FD0522
 FD0522  NGVD 29 (??/??/92)  222.187  (m)          728.96   (f) ADJ UNCH    2 0
 FD0522
 FD0522.Superseded values are not recommended for survey control.
 FD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0522.See file dsdata.txt to determine how the superseded data were derived.
 FD0522
 FD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE167778(NAD 83)
 FD0522_MARKER: DB = BENCH MARK DISK
 FD0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0522_STAMPING: U 222 1960
 FD0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0522+STABILITY: SURFACE MOTION
 FD0522
 FD0522  HISTORY     - Date     Condition        Report By
 FD0522  HISTORY     - 1960     MONUMENTED       CGS
 FD0522  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0522
 FD0522                          STATION DESCRIPTION
 FD0522
 FD0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0522'5.2 MI NE FROM FRANKLIN.
 FD0522'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILES SOUTH ON THE
 FD0522'L. AND N. RAILROAD, THEN 2.5 MILES EAST ON STATE HIGHWAY 96,
 FD0522'THEN 0.95 MILE NORTH ON INTERSTATE HIGHWAY 65, THEN 0.5 MILE
 FD0522'NORTH ON LIBERTY PIKE ROAD, THEN 1.1 MILES NORTH ON A GRAVELED
 FD0522'ROAD TO A FARM DRIVEWAY.  THE BENCH MARK IS 0.05 MILE EAST ALONG
 FD0522'THE FARM DRIVE, ABOUT 400 FT. WEST OF THE CENTER OF THE INTERSTATE
 FD0522'HIGHWAY, 71 FT. NORTH OF THE CENTER OF THE DRIVE, 50 FT. NORTH
 FD0522'OF A POWER LINE POLE, 1 FT. SOUTH OF A FENCE, AND 1.9 FT. WEST
 FD0522'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0522'PROJECTING 3 INCHES.
 FD0522
 FD0522                          STATION RECOVERY (1979)
 FD0522
 FD0522'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0666 ***********************************************************************
 GC0666  DESIGNATION -  U 223
 GC0666  PID         -  GC0666
 GC0666  STATE/COUNTY-  TN/DAVIDSON
 GC0666  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0666
 GC0666                         *CURRENT SURVEY CONTROL
 GC0666  ___________________________________________________________________
 GC0666* NAD 83(1986)-  36 08 04.     (N)    086 46 25.     (W)     SCALED    
 GC0666* NAVD 88     -       150.222  (meters)     492.85   (feet)  ADJUSTED  
 GC0666  ___________________________________________________________________
 GC0666  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0666  DYNAMIC HT  -         150.093 (meters)     492.43  (feet)  COMP
 GC0666  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GC0666
 GC0666  VERT ORDER  -  SECOND    CLASS 0
 GC0666
 GC0666.The horizontal coordinates were scaled from a topographic map and have
 GC0666.an estimated accuracy of +/- 6 seconds.
 GC0666
 GC0666.The orthometric height was determined by differential leveling
 GC0666.and adjusted by the National Geodetic Survey in June 1991..
 GC0666
 GC0666.The geoid height was determined by GEOID03.
 GC0666
 GC0666.The dynamic height is computed by dividing the NAVD 88
 GC0666.geopotential number by the normal gravity value computed on the
 GC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0666.degrees latitude (g = 980.6199 gals.).
 GC0666
 GC0666.The modeled gravity was interpolated from observed gravity values.
 GC0666
 GC0666;                    North         East    Units  Estimated Accuracy
 GC0666;SPC TN       -   200,110.      530,370.      MT  (+/- 180 meters Scaled)
 GC0666
 GC0666                          SUPERSEDED SURVEY CONTROL
 GC0666
 GC0666  NGVD 29 (??/??/92)  150.245  (m)          492.93   (f) ADJ UNCH    2 0
 GC0666
 GC0666.Superseded values are not recommended for survey control.
 GC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0666.See file dsdata.txt to determine how the superseded data were derived.
 GC0666
 GC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203988(NAD 83)
 GC0666_MARKER: DB = BENCH MARK DISK
 GC0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0666_SP_SET: OVERPASS
 GC0666_STAMPING: U 223 1960
 GC0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0666
 GC0666  HISTORY     - Date     Condition        Report By
 GC0666  HISTORY     - 1960     MONUMENTED       CGS
 GC0666
 GC0666                          STATION DESCRIPTION
 GC0666
 GC0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0666'1.8 MI SE FROM NASHVILLE.
 GC0666'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 1.8 MILES SOUTHEAST
 GC0666'ON THE L. AND N. RAILROAD TO THE OVERPASS AT WEDGEWOOD STREET.
 GC0666'THE DISK IS 7.6 FT. WEST OF THE MOST WESTERLY TRACKS AND 1 FT.
 GC0666'NORTH OF THE NORTH EDGE OF THE NORTHEAST CONCRETE WINGWALL.
 GC0666'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0381 ***********************************************************************
 FD0381  DESIGNATION -  U 224
 FD0381  PID         -  FD0381
 FD0381  STATE/COUNTY-  TN/MARSHALL
 FD0381  USGS QUAD   -  BRICK CHURCH (1981)
 FD0381
 FD0381                         *CURRENT SURVEY CONTROL
 FD0381  ___________________________________________________________________
 FD0381* NAD 83(1986)-  35 21 46.     (N)    086 53 03.     (W)     SCALED    
 FD0381* NAVD 88     -       270.153  (meters)     886.33   (feet)  ADJUSTED  
 FD0381  ___________________________________________________________________
 FD0381  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0381  DYNAMIC HT  -         269.905 (meters)     885.51  (feet)  COMP
 FD0381  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 FD0381
 FD0381  VERT ORDER  -  SECOND    CLASS 0
 FD0381
 FD0381.The horizontal coordinates were scaled from a topographic map and have
 FD0381.an estimated accuracy of +/- 6 seconds.
 FD0381
 FD0381.The orthometric height was determined by differential leveling
 FD0381.and adjusted by the National Geodetic Survey in June 1991..
 FD0381
 FD0381.The geoid height was determined by GEOID03.
 FD0381
 FD0381.The dynamic height is computed by dividing the NAVD 88
 FD0381.geopotential number by the normal gravity value computed on the
 FD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0381.degrees latitude (g = 980.6199 gals.).
 FD0381
 FD0381.The modeled gravity was interpolated from observed gravity values.
 FD0381
 FD0381;                    North         East    Units  Estimated Accuracy
 FD0381;SPC TN       -   114,580.      519,650.      MT  (+/- 180 meters Scaled)
 FD0381
 FD0381                          SUPERSEDED SURVEY CONTROL
 FD0381
 FD0381  NGVD 29 (??/??/92)  270.132  (m)          886.26   (f) ADJ UNCH    2 0
 FD0381
 FD0381.Superseded values are not recommended for survey control.
 FD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0381.See file dsdata.txt to determine how the superseded data were derived.
 FD0381
 FD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105132(NAD 83)
 FD0381_MARKER: DB = BENCH MARK DISK
 FD0381_SETTING: 66 = SET IN ROCK OUTCROP
 FD0381_SP_SET: SET IN ROCK OUTCROP
 FD0381_STAMPING: U 224 1960
 FD0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0381+STABILITY: POSITION/ELEVATION WELL
 FD0381
 FD0381  HISTORY     - Date     Condition        Report By
 FD0381  HISTORY     - 1960     MONUMENTED       CGS
 FD0381
 FD0381                          STATION DESCRIPTION
 FD0381
 FD0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0381'8.2 MI S FROM CORNERSVILLE.
 FD0381'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0381'HIGHWAY 31A FOR 4.45 MILES, THEN 3.75 MILES NORTH ON INTERSTATE
 FD0381'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0381'MARK IS ABOUT 225 FT. WEST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0381'HIGHWAY, 49 FT. NORTH OF A POWER LINE POLE, 41 FT. NORTH OF
 FD0381'A FENCE, AND 16 FT. SOUTHWEST OF THE CENTER OF THE GRAVELED
 FD0381'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 FD0381'BED ROCK THAT IS ABOUT 3 FT. HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0462 ***********************************************************************
 FD0462  DESIGNATION -  U 225
 FD0462  PID         -  FD0462
 FD0462  STATE/COUNTY-  TN/GILES
 FD0462  USGS QUAD   -  ELKTON (1982)
 FD0462
 FD0462                         *CURRENT SURVEY CONTROL
 FD0462  ___________________________________________________________________
 FD0462* NAD 83(1986)-  35 00 48.     (N)    086 55 31.     (W)     SCALED    
 FD0462* NAVD 88     -       203.619  (meters)     668.04   (feet)  ADJUSTED  
 FD0462  ___________________________________________________________________
 FD0462  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD0462  DYNAMIC HT  -         203.427 (meters)     667.41  (feet)  COMP
 FD0462  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FD0462
 FD0462  VERT ORDER  -  SECOND    CLASS 0
 FD0462
 FD0462.The horizontal coordinates were scaled from a topographic map and have
 FD0462.an estimated accuracy of +/- 6 seconds.
 FD0462
 FD0462.The orthometric height was determined by differential leveling
 FD0462.and adjusted by the National Geodetic Survey in June 1991..
 FD0462
 FD0462.The geoid height was determined by GEOID03.
 FD0462
 FD0462.The dynamic height is computed by dividing the NAVD 88
 FD0462.geopotential number by the normal gravity value computed on the
 FD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0462.degrees latitude (g = 980.6199 gals.).
 FD0462
 FD0462.The modeled gravity was interpolated from observed gravity values.
 FD0462
 FD0462;                    North         East    Units  Estimated Accuracy
 FD0462;SPC TN       -    75,850.      515,540.      MT  (+/- 180 meters Scaled)
 FD0462
 FD0462                          SUPERSEDED SURVEY CONTROL
 FD0462
 FD0462  NGVD 29 (??/??/92)  203.582  (m)          667.92   (f) ADJ UNCH    2 0
 FD0462
 FD0462.Superseded values are not recommended for survey control.
 FD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0462.See file dsdata.txt to determine how the superseded data were derived.
 FD0462
 FD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED068745(NAD 83)
 FD0462_MARKER: DB = BENCH MARK DISK
 FD0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0462_STAMPING: U 225 1960
 FD0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0462+STABILITY: SURFACE MOTION
 FD0462
 FD0462  HISTORY     - Date     Condition        Report By
 FD0462  HISTORY     - 1960     MONUMENTED       CGS
 FD0462
 FD0462                          STATION DESCRIPTION
 FD0462
 FD0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0462'5.8 MI SW FROM ELKTON.
 FD0462'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0462'STREET, THEN 2.75 MILES SOUTH ON U.S. HIGHWAY 31, THEN 2.95
 FD0462'MILES WEST ON A PAVED ROAD.  THE BENCH MARK IS 137 FT. WEST OF
 FD0462'THE SOUTHWEST CORNER OF A CEMETERY, 23 FT. NORTH OF THE CENTER OF
 FD0462'THE PAVED ROAD, 20 FT. EAST OF A POWER LINE POLE, F FT. NORTH
 FD0462'OF A FENCE, AND 1.3 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK
 FD0462'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 FD0462'1 FT. BELOW THE LEVEL OF THE ROAD.  NOTE-- THIS MARK IS 0.9
 FD0462'MILE SOUTH AND 0.2 MILE EAST OF V 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0260 ***********************************************************************
 GC0260  DESIGNATION -  U 226
 GC0260  PID         -  GC0260
 GC0260  STATE/COUNTY-  TN/WILSON
 GC0260  USGS QUAD   -  LEBANON (1983)
 GC0260
 GC0260                         *CURRENT SURVEY CONTROL
 GC0260  ___________________________________________________________________
 GC0260* NAD 83(1986)-  36 10 49.     (N)    086 19 43.     (W)     SCALED    
 GC0260* NAVD 88     -       175.171  (meters)     574.71   (feet)  ADJUSTED  
 GC0260  ___________________________________________________________________
 GC0260  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0260  DYNAMIC HT  -         175.025 (meters)     574.23  (feet)  COMP
 GC0260  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GC0260
 GC0260  VERT ORDER  -  SECOND    CLASS 0
 GC0260
 GC0260.The horizontal coordinates were scaled from a topographic map and have
 GC0260.an estimated accuracy of +/- 6 seconds.
 GC0260
 GC0260.The orthometric height was determined by differential leveling
 GC0260.and adjusted by the National Geodetic Survey in June 1991..
 GC0260
 GC0260.The geoid height was determined by GEOID03.
 GC0260
 GC0260.The dynamic height is computed by dividing the NAVD 88
 GC0260.geopotential number by the normal gravity value computed on the
 GC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0260.degrees latitude (g = 980.6199 gals.).
 GC0260
 GC0260.The modeled gravity was interpolated from observed gravity values.
 GC0260
 GC0260;                    North         East    Units  Estimated Accuracy
 GC0260;SPC TN       -   204,970.      570,440.      MT  (+/- 180 meters Scaled)
 GC0260
 GC0260                          SUPERSEDED SURVEY CONTROL
 GC0260
 GC0260  NGVD 29 (??/??/92)  175.231  (m)          574.90   (f) ADJ UNCH    2 0
 GC0260
 GC0260.Superseded values are not recommended for survey control.
 GC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0260.See file dsdata.txt to determine how the superseded data were derived.
 GC0260
 GC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF603041(NAD 83)
 GC0260_MARKER: DB = BENCH MARK DISK
 GC0260_SETTING: 66 = SET IN ROCK OUTCROP
 GC0260_SP_SET: BEDROCK
 GC0260_STAMPING: U 226 1960
 GC0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0260+STABILITY: POSITION/ELEVATION WELL
 GC0260
 GC0260  HISTORY     - Date     Condition        Report By
 GC0260  HISTORY     - 1960     MONUMENTED       CGS
 GC0260  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0260
 GC0260                          STATION DESCRIPTION
 GC0260
 GC0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0260'4.8 MI SW FROM LEBANON.
 GC0260'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0260'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 3.05 MILES WEST
 GC0260'ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF FRANKLIN ROAD.
 GC0260'THE BENCH MARK IS ABOUT 200 FT. NORTHWEST OF THE CENTER OF THE
 GC0260'PROPOSED INTERSTATE HIGHWAY 40, 51.5 FT. NORTHEAST OF A TELEPHONE
 GC0260'POLE, 20 FT. SOUTHEAST OF THE CENTER OF FRANKLIN ROAD, 23 FT.
 GC0260'NORTHWEST OF A FENCE, 24 FT. NORTHEAST OF A PRIVATE DRIVE, AND
 GC0260'23 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 GC0260'A DRILL HOLE IN OUTCROPPING BEDROCK AND IS ABOUT LEVEL WITH THE
 GC0260'ROAD.
 GC0260
 GC0260                          STATION RECOVERY (2001)
 GC0260
 GC0260'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0752 ***********************************************************************
 GC0752  DESIGNATION -  U 227
 GC0752  PID         -  GC0752
 GC0752  STATE/COUNTY-  TN/DAVIDSON
 GC0752  USGS QUAD   -  LA VERGNE (1983)
 GC0752
 GC0752                         *CURRENT SURVEY CONTROL
 GC0752  ___________________________________________________________________
 GC0752* NAD 83(1986)-  36 00 15.     (N)    086 36 33.     (W)     SCALED    
 GC0752* NAVD 88     -       186.934  (meters)     613.30   (feet)  ADJUSTED  
 GC0752  ___________________________________________________________________
 GC0752  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0752  DYNAMIC HT  -         186.772 (meters)     612.77  (feet)  COMP
 GC0752  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC0752
 GC0752  VERT ORDER  -  SECOND    CLASS 0
 GC0752
 GC0752.The horizontal coordinates were scaled from a topographic map and have
 GC0752.an estimated accuracy of +/- 6 seconds.
 GC0752
 GC0752.The orthometric height was determined by differential leveling
 GC0752.and adjusted by the National Geodetic Survey in June 1991..
 GC0752
 GC0752.The geoid height was determined by GEOID03.
 GC0752
 GC0752.The dynamic height is computed by dividing the NAVD 88
 GC0752.geopotential number by the normal gravity value computed on the
 GC0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0752.degrees latitude (g = 980.6199 gals.).
 GC0752
 GC0752.The modeled gravity was interpolated from observed gravity values.
 GC0752
 GC0752;                    North         East    Units  Estimated Accuracy
 GC0752;SPC TN       -   185,550.      545,080.      MT  (+/- 180 meters Scaled)
 GC0752
 GC0752                          SUPERSEDED SURVEY CONTROL
 GC0752
 GC0752  NGVD 29 (??/??/92)  186.952  (m)          613.36   (f) ADJ UNCH    2 0
 GC0752
 GC0752.Superseded values are not recommended for survey control.
 GC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0752.See file dsdata.txt to determine how the superseded data were derived.
 GC0752
 GC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE352844(NAD 83)
 GC0752_MARKER: DB = BENCH MARK DISK
 GC0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0752_STAMPING: U 227 1960
 GC0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0752+STABILITY: SURFACE MOTION
 GC0752
 GC0752  HISTORY     - Date     Condition        Report By
 GC0752  HISTORY     - 1960     MONUMENTED       CGS
 GC0752
 GC0752                          STATION DESCRIPTION
 GC0752
 GC0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0752'5 MI SE FROM ANTIOCH.
 GC0752'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0752'FOR 0.1 MILE, THEN 4.95 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24
 GC0752'TO THE DAVIDSON AND RUTHERFORD COUNTY LINE.  THE BENCH MARK IS
 GC0752'SET ON THE NORTH RIGHT OF WAY OF THE HIGHWAY, 6 FT. SOUTHEAST OF A
 GC0752'FENCE CORNER, 1 FT. SOUTHWEST OF THE RIGHT OF WAY FENCE, AND
 GC0752'1.7 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GC0752'CONCRETE POST PROJECTING 4 INCHES AND ABOUT 4 FT. ABOVE THE LEVEL
 GC0752'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0102 ***********************************************************************
 FD0102  DESIGNATION -  U 228
 FD0102  PID         -  FD0102
 FD0102  STATE/COUNTY-  TN/RUTHERFORD
 FD0102  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0102
 FD0102                         *CURRENT SURVEY CONTROL
 FD0102  ___________________________________________________________________
 FD0102* NAD 83(1986)-  35 38 47.     (N)    086 15 12.     (W)     SCALED    
 FD0102* NAVD 88     -       245.926  (meters)     806.84   (feet)  ADJUSTED  
 FD0102  ___________________________________________________________________
 FD0102  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0102  DYNAMIC HT  -         245.699 (meters)     806.10  (feet)  COMP
 FD0102  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 FD0102
 FD0102  VERT ORDER  -  SECOND    CLASS 0
 FD0102
 FD0102.The horizontal coordinates were scaled from a topographic map and have
 FD0102.an estimated accuracy of +/- 6 seconds.
 FD0102
 FD0102.The orthometric height was determined by differential leveling
 FD0102.and adjusted by the National Geodetic Survey in June 1991..
 FD0102
 FD0102.The geoid height was determined by GEOID03.
 FD0102
 FD0102.The dynamic height is computed by dividing the NAVD 88
 FD0102.geopotential number by the normal gravity value computed on the
 FD0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0102.degrees latitude (g = 980.6199 gals.).
 FD0102
 FD0102.The modeled gravity was interpolated from observed gravity values.
 FD0102
 FD0102;                    North         East    Units  Estimated Accuracy
 FD0102;SPC TN       -   145,710.      577,060.      MT  (+/- 180 meters Scaled)
 FD0102
 FD0102                          SUPERSEDED SURVEY CONTROL
 FD0102
 FD0102  NGVD 29 (??/??/92)  245.926  (m)          806.84   (f) ADJ UNCH    2 0
 FD0102
 FD0102.Superseded values are not recommended for survey control.
 FD0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0102.See file dsdata.txt to determine how the superseded data were derived.
 FD0102
 FD0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE675449(NAD 83)
 FD0102_MARKER: DB = BENCH MARK DISK
 FD0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0102_SP_SET: CULVERT
 FD0102_STAMPING: U 228 1960
 FD0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0102
 FD0102  HISTORY     - Date     Condition        Report By
 FD0102  HISTORY     - 1960     MONUMENTED       CGS
 FD0102
 FD0102                          STATION DESCRIPTION
 FD0102
 FD0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0102'1.6 MI NW FROM BEECH GROVE.
 FD0102'FROM THE POST OFFICE IN BEECH GROVE, GO 1.6 MILES NORTHWEST ON
 FD0102'U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE
 FD0102'BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FD0102'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF THE CULVERT,
 FD0102'105 FT. SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO A HOUSE,
 FD0102'18 FT. EAST OF THE CENTER OF U.S. HIGHWAY 41, AND ABOUT LEVEL
 FD0102'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0108 ***********************************************************************
 FD0108  DESIGNATION -  U 229
 FD0108  PID         -  FD0108
 FD0108  STATE/COUNTY-  TN/BEDFORD
 FD0108  USGS QUAD   -  WARTRACE (1980)
 FD0108
 FD0108                         *CURRENT SURVEY CONTROL
 FD0108  ___________________________________________________________________
 FD0108* NAD 83(1986)-  35 36 25.     (N)    086 15 25.     (W)     SCALED    
 FD0108* NAVD 88     -       277.829  (meters)     911.51   (feet)  ADJUSTED  
 FD0108  ___________________________________________________________________
 FD0108  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FD0108  DYNAMIC HT  -         277.573 (meters)     910.67  (feet)  COMP
 FD0108  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 FD0108
 FD0108  VERT ORDER  -  SECOND    CLASS 0
 FD0108
 FD0108.The horizontal coordinates were scaled from a topographic map and have
 FD0108.an estimated accuracy of +/- 6 seconds.
 FD0108
 FD0108.The orthometric height was determined by differential leveling
 FD0108.and adjusted by the National Geodetic Survey in June 1991..
 FD0108
 FD0108.The geoid height was determined by GEOID03.
 FD0108
 FD0108.The dynamic height is computed by dividing the NAVD 88
 FD0108.geopotential number by the normal gravity value computed on the
 FD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0108.degrees latitude (g = 980.6199 gals.).
 FD0108
 FD0108.The modeled gravity was interpolated from observed gravity values.
 FD0108
 FD0108;                    North         East    Units  Estimated Accuracy
 FD0108;SPC TN       -   141,340.      576,720.      MT  (+/- 180 meters Scaled)
 FD0108
 FD0108                          SUPERSEDED SURVEY CONTROL
 FD0108
 FD0108  NGVD 29 (??/??/92)  277.827  (m)          911.50   (f) ADJ UNCH    2 0
 FD0108
 FD0108.Superseded values are not recommended for survey control.
 FD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0108.See file dsdata.txt to determine how the superseded data were derived.
 FD0108
 FD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE673406(NAD 83)
 FD0108_MARKER: DB = BENCH MARK DISK
 FD0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0108_STAMPING: U 229 1960
 FD0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0108+STABILITY: SURFACE MOTION
 FD0108
 FD0108  HISTORY     - Date     Condition        Report By
 FD0108  HISTORY     - 1960     MONUMENTED       CGS
 FD0108
 FD0108                          STATION DESCRIPTION
 FD0108
 FD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0108'1.9 MI S FROM BEECH GROVE.
 FD0108'FROM THE POST OFFICE IN BEECH GROVE, GO 1.9 MILES SOUTH ON STATE
 FD0108'HIGHWAY 64.  THE BENCH MARK IS AT THE T JUNCTION OF STATE
 FD0108'HIGHWAY 64 AND STATE HIGHWAY 82, 88 FT. SOUTH OF THE CENTER OF
 FD0108'STATE HIGHWAY 82, 28 FT. WEST OF THE CENTER OF STATE HIGHWAY 64,
 FD0108'57 FT. SOUTH OF A TELEPHONE POLE WITH GUY WIRE, 29 FT. NORTH
 FD0108'OF A TENN. 64 HIGHWAY SIGN, 1.2 FT. EAST OF A FENCE, AND 1.8 FT.
 FD0108'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0108'POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH STATE HIGHWAY
 FD0108'64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0156 ***********************************************************************
 GD0156  DESIGNATION -  U 23
 GD0156  PID         -  GD0156
 GD0156  STATE/COUNTY-  TN/HENRY
 GD0156  USGS QUAD   -  HENRY (1985)
 GD0156
 GD0156                         *CURRENT SURVEY CONTROL
 GD0156  ___________________________________________________________________
 GD0156* NAD 83(1986)-  36 11 59.     (N)    088 26 09.     (W)     SCALED    
 GD0156* NAVD 88     -       166.333  (meters)     545.71   (feet)  ADJUSTED  
 GD0156  ___________________________________________________________________
 GD0156  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0156  DYNAMIC HT  -         166.195 (meters)     545.26  (feet)  COMP
 GD0156  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GD0156
 GD0156  VERT ORDER  -  SECOND    CLASS 0
 GD0156
 GD0156.The horizontal coordinates were scaled from a topographic map and have
 GD0156.an estimated accuracy of +/- 6 seconds.
 GD0156
 GD0156.The orthometric height was determined by differential leveling
 GD0156.and adjusted by the National Geodetic Survey in June 1991..
 GD0156
 GD0156.The geoid height was determined by GEOID03.
 GD0156
 GD0156.The dynamic height is computed by dividing the NAVD 88
 GD0156.geopotential number by the normal gravity value computed on the
 GD0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0156.degrees latitude (g = 980.6199 gals.).
 GD0156
 GD0156.The modeled gravity was interpolated from observed gravity values.
 GD0156
 GD0156;                    North         East    Units  Estimated Accuracy
 GD0156;SPC TN       -   209,800.      380,960.      MT  (+/- 180 meters Scaled)
 GD0156
 GD0156                          SUPERSEDED SURVEY CONTROL
 GD0156
 GD0156  NGVD 29 (??/??/??)  166.374  (m)          545.85   (f) ADJUSTED    2 0
 GD0156
 GD0156.Superseded values are not recommended for survey control.
 GD0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0156.See file dsdata.txt to determine how the superseded data were derived.
 GD0156
 GD0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF709070(NAD 83)
 GD0156_MARKER: DB = BENCH MARK DISK
 GD0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0156_STAMPING: U 23 1934 546.013
 GD0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0156+STABILITY: SURFACE MOTION
 GD0156
 GD0156  HISTORY     - Date     Condition        Report By
 GD0156  HISTORY     - 1934     MONUMENTED       CGS
 GD0156  HISTORY     - 1968     GOOD             CGS
 GD0156
 GD0156                          STATION DESCRIPTION
 GD0156
 GD0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0156'1 MI SW FROM HENRY.
 GD0156'THE MARK IS 1.0 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0156'RAILROAD FROM CENTER OF HENRY.  IT IS ABOUT 0.25 OF A MILE
 GD0156'SOUTHWEST OF MILEPOST NO. 257, 73 FEET WEST-NORTHWEST AND ACROSS
 GD0156'THE RAILROAD TRACKS FROM A TELEGRAPH POLE, 25 FEET
 GD0156'NORTH-NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 1.5 FEET
 GD0156'SOUTH-SOUTHEAST OF A FENCE, AND 0.8 OF A FOOT SOUTH-SOUTHEAST OF
 GD0156'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD0156'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD0156'DISK IS STAMPED U 23 1934 546.013.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1786 ***********************************************************************
 GB1786  DESIGNATION -  U 230
 GB1786  PID         -  GB1786
 GB1786  STATE/COUNTY-  TN/PUTNAM
 GB1786  USGS QUAD   -  BAXTER (1981)
 GB1786
 GB1786                         *CURRENT SURVEY CONTROL
 GB1786  ___________________________________________________________________
 GB1786* NAD 83(1986)-  36 07 36.     (N)    085 40 46.     (W)     SCALED    
 GB1786* NAVD 88     -       322.650  (meters)    1058.56   (feet)  ADJUSTED  
 GB1786  ___________________________________________________________________
 GB1786  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1786  DYNAMIC HT  -         322.361 (meters)    1057.61  (feet)  COMP
 GB1786  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GB1786
 GB1786  VERT ORDER  -  SECOND    CLASS 0
 GB1786
 GB1786.The horizontal coordinates were scaled from a topographic map and have
 GB1786.an estimated accuracy of +/- 6 seconds.
 GB1786
 GB1786.The orthometric height was determined by differential leveling
 GB1786.and adjusted by the National Geodetic Survey in June 1991..
 GB1786
 GB1786.The geoid height was determined by GEOID03.
 GB1786
 GB1786.The dynamic height is computed by dividing the NAVD 88
 GB1786.geopotential number by the normal gravity value computed on the
 GB1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1786.degrees latitude (g = 980.6199 gals.).
 GB1786
 GB1786.The modeled gravity was interpolated from observed gravity values.
 GB1786
 GB1786;                    North         East    Units  Estimated Accuracy
 GB1786;SPC TN       -   199,020.      628,860.      MT  (+/- 180 meters Scaled)
 GB1786
 GB1786                          SUPERSEDED SURVEY CONTROL
 GB1786
 GB1786  NGVD 29 (??/??/92)  322.711  (m)         1058.76   (f) ADJ UNCH    2 0
 GB1786
 GB1786.Superseded values are not recommended for survey control.
 GB1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1786.See file dsdata.txt to determine how the superseded data were derived.
 GB1786
 GB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE188988(NAD 83)
 GB1786_MARKER: DB = BENCH MARK DISK
 GB1786_SETTING: 0 = UNSPECIFIED SETTING
 GB1786_STAMPING: U 230 1960
 GB1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1786
 GB1786  HISTORY     - Date     Condition        Report By
 GB1786  HISTORY     - 1960     MONUMENTED       CGS
 GB1786
 GB1786                          STATION DESCRIPTION
 GB1786
 GB1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1786'3.8 MI NE FROM SILVER POINT.
 GB1786'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1786'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER SPRINGS, GO 3.85
 GB1786'MILES NORTHEAST ON INTERSTATE HIGHWAY 40 TO A TRACK ROAD.  THE
 GB1786'BENCH MARK IS ABOUT 300 FT. NORTH OF THE CENTER OF ISLAND OF
 GB1786'INTERSTATE HIGHWAY 40
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1644 ***********************************************************************
 GB1644  DESIGNATION -  U 231
 GB1644  PID         -  GB1644
 GB1644  STATE/COUNTY-  TN/CUMBERLAND
 GB1644  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1644
 GB1644                         *CURRENT SURVEY CONTROL
 GB1644  ___________________________________________________________________
 GB1644* NAD 83(1986)-  36 02 42.     (N)    085 11 05.     (W)     SCALED    
 GB1644* NAVD 88     -       604.642  (meters)    1983.73   (feet)  ADJUSTED  
 GB1644  ___________________________________________________________________
 GB1644  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GB1644  DYNAMIC HT  -         604.080 (meters)    1981.89  (feet)  COMP
 GB1644  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GB1644
 GB1644  VERT ORDER  -  SECOND    CLASS 0
 GB1644
 GB1644.The horizontal coordinates were scaled from a topographic map and have
 GB1644.an estimated accuracy of +/- 6 seconds.
 GB1644
 GB1644.The orthometric height was determined by differential leveling
 GB1644.and adjusted by the National Geodetic Survey in June 1991..
 GB1644
 GB1644.The geoid height was determined by GEOID03.
 GB1644
 GB1644.The dynamic height is computed by dividing the NAVD 88
 GB1644.geopotential number by the normal gravity value computed on the
 GB1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1644.degrees latitude (g = 980.6199 gals.).
 GB1644
 GB1644.The modeled gravity was interpolated from observed gravity values.
 GB1644
 GB1644;                    North         East    Units  Estimated Accuracy
 GB1644;SPC TN       -   190,210.      673,460.      MT  (+/- 180 meters Scaled)
 GB1644
 GB1644                          SUPERSEDED SURVEY CONTROL
 GB1644
 GB1644  NGVD 29 (??/??/92)  604.670  (m)         1983.82   (f) ADJ UNCH    2 0
 GB1644
 GB1644.Superseded values are not recommended for survey control.
 GB1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1644.See file dsdata.txt to determine how the superseded data were derived.
 GB1644
 GB1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE635904(NAD 83)
 GB1644_MARKER: DB = BENCH MARK DISK
 GB1644_SETTING: 66 = SET IN ROCK OUTCROP
 GB1644_SP_SET: BEDROCK
 GB1644_STAMPING: U 231 1960
 GB1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1644+STABILITY: POSITION/ELEVATION WELL
 GB1644
 GB1644  HISTORY     - Date     Condition        Report By
 GB1644  HISTORY     - 1960     MONUMENTED       CGS
 GB1644
 GB1644                          STATION DESCRIPTION
 GB1644
 GB1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1644'0.6 MI E FROM MAYLAND.
 GB1644'FROM THE POST OFFICE IN MAYLAND, GO 0.65 MILE EAST ON U.S. HIGHWAY
 GB1644'70N.  THE BENCH MARK IS ABOUT 110 FT. NORTH OF A HOUSE, 109 FT.
 GB1644'WEST OF THE CENTER OF A GRAVELED ROAD, 87 FT. WEST OF A TELEPHONE
 GB1644'POLE, 59 FT. EAST OF A TELEPHONE POLE, 43 FT. SOUTH OF MILE POST
 GB1644'118, 52 FT. SOUTH OF THE SOUTH RAIL OF RAILROAD, AND 25 FT. NORTH
 GB1644'OF THE CENTER OF U.S. HIGHWAY 70N.  THE DISK IS CEMENTED IN A DRILL
 GB1644'HOLE IN OUTCROPPING BEDROCK, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0904 ***********************************************************************
 FC0904  DESIGNATION -  U 232
 FC0904  PID         -  FC0904
 FC0904  STATE/COUNTY-  TN/ROANE
 FC0904  USGS QUAD   -  CARDIFF (1990)
 FC0904
 FC0904                         *CURRENT SURVEY CONTROL
 FC0904  ___________________________________________________________________
 FC0904* NAD 83(1986)-  35 53 20.     (N)    084 41 31.     (W)     SCALED    
 FC0904* NAVD 88     -       461.412  (meters)    1513.82   (feet)  ADJUSTED  
 FC0904  ___________________________________________________________________
 FC0904  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0904  DYNAMIC HT  -         460.983 (meters)    1512.41  (feet)  COMP
 FC0904  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FC0904
 FC0904  VERT ORDER  -  SECOND    CLASS 0
 FC0904
 FC0904.The horizontal coordinates were scaled from a topographic map and have
 FC0904.an estimated accuracy of +/- 6 seconds.
 FC0904
 FC0904.The orthometric height was determined by differential leveling
 FC0904.and adjusted by the National Geodetic Survey in June 1991..
 FC0904
 FC0904.The geoid height was determined by GEOID03.
 FC0904
 FC0904.The dynamic height is computed by dividing the NAVD 88
 FC0904.geopotential number by the normal gravity value computed on the
 FC0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0904.degrees latitude (g = 980.6199 gals.).
 FC0904
 FC0904.The modeled gravity was interpolated from observed gravity values.
 FC0904
 FC0904;                    North         East    Units  Estimated Accuracy
 FC0904;SPC TN       -   173,380.      718,100.      MT  (+/- 180 meters Scaled)
 FC0904
 FC0904                          SUPERSEDED SURVEY CONTROL
 FC0904
 FC0904  NGVD 29 (??/??/92)  461.513  (m)         1514.15   (f) ADJ UNCH    2 0
 FC0904
 FC0904.Superseded values are not recommended for survey control.
 FC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0904.See file dsdata.txt to determine how the superseded data were derived.
 FC0904
 FC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE083740(NAD 83)
 FC0904_MARKER: DB = BENCH MARK DISK
 FC0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0904_STAMPING: U 232 1960
 FC0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0904+STABILITY: SURFACE MOTION
 FC0904
 FC0904  HISTORY     - Date     Condition        Report By
 FC0904  HISTORY     - 1960     MONUMENTED       CGS
 FC0904  HISTORY     - 1967     GOOD             NGS
 FC0904  HISTORY     - 1972     GOOD             TVA
 FC0904
 FC0904                          STATION DESCRIPTION
 FC0904
 FC0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0904'1.5 MI N FROM ROCKWOOD.
 FC0904'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.
 FC0904'FOR 0.6 MILE, TURN RIGHT ON SPRING ST. FOR .75 MILES, GO LEFT
 FC0904'(WEST) 2.45 MILES TO FORK AND STATION SITE.  THE BENCH MARK IS
 FC0904'97 FT. NORTHEAST OF THE CENTER OF THE FRONT PORCH OF A HOUSE,
 FC0904'47 FT. NORTHEAST OF THE CENTER OF A PAVED ROAD, 2 FT. NORTHWEST
 FC0904'OF A POWER LINE POLE, AND 1 FT. NORTH OF A WITNESS SIGN.  THE
 FC0904'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 FC0904'ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
 FC0904
 FC0904                          STATION RECOVERY (1972)
 FC0904
 FC0904'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0213 ***********************************************************************
 FC0213  DESIGNATION -  U 233
 FC0213  PID         -  FC0213
 FC0213  STATE/COUNTY-  TN/LOUDON
 FC0213  USGS QUAD   -  LENOIR CITY (1986)
 FC0213
 FC0213                         *CURRENT SURVEY CONTROL
 FC0213  ___________________________________________________________________
 FC0213* NAD 83(1986)-  35 50 09.     (N)    084 17 37.     (W)     SCALED    
 FC0213* NAVD 88     -       286.461  (meters)     939.83   (feet)  ADJUSTED  
 FC0213  ___________________________________________________________________
 FC0213  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0213  DYNAMIC HT  -         286.188 (meters)     938.94  (feet)  COMP
 FC0213  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FC0213
 FC0213  VERT ORDER  -  SECOND    CLASS 0
 FC0213
 FC0213.The horizontal coordinates were scaled from a topographic map and have
 FC0213.an estimated accuracy of +/- 6 seconds.
 FC0213
 FC0213.The orthometric height was determined by differential leveling
 FC0213.and adjusted by the National Geodetic Survey in June 1991..
 FC0213
 FC0213.The geoid height was determined by GEOID03.
 FC0213
 FC0213.The dynamic height is computed by dividing the NAVD 88
 FC0213.geopotential number by the normal gravity value computed on the
 FC0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0213.degrees latitude (g = 980.6199 gals.).
 FC0213
 FC0213.The modeled gravity was interpolated from observed gravity values.
 FC0213
 FC0213;                    North         East    Units  Estimated Accuracy
 FC0213;SPC TN       -   168,050.      754,160.      MT  (+/- 180 meters Scaled)
 FC0213
 FC0213                          SUPERSEDED SURVEY CONTROL
 FC0213
 FC0213  NGVD 29 (??/??/92)  286.566  (m)          940.18   (f) ADJ UNCH    2 0
 FC0213
 FC0213.Superseded values are not recommended for survey control.
 FC0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0213.See file dsdata.txt to determine how the superseded data were derived.
 FC0213
 FC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE444691(NAD 83)
 FC0213_MARKER: DB = BENCH MARK DISK
 FC0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0213_SP_SET: STEPS
 FC0213_STAMPING: U 233 1960
 FC0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0213
 FC0213  HISTORY     - Date     Condition        Report By
 FC0213  HISTORY     - 1960     MONUMENTED       CGS
 FC0213  HISTORY     - 1961     GOOD             NGS
 FC0213
 FC0213                          STATION DESCRIPTION
 FC0213
 FC0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0213'AT EATON CROSSROADS.
 FC0213'THIS BENCH MARK IS LOCATED AT THE EATON GRAMMER SCHOOL IN
 FC0213'EATON CROSSROADS.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 FC0213'THE SECOND STEP OF THE NORTH ENTRANCE TO THE GYM, 5.5 FT. SOUTHEAST
 FC0213'OF THE CENTER OF THE ENTRANCE.
 FC0213
 FC0213                          STATION RECOVERY (1961)
 FC0213
 FC0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2109 ***********************************************************************
 FB2109  DESIGNATION -  U 234
 FB2109  PID         -  FB2109
 FB2109  STATE/COUNTY-  TN/KNOX
 FB2109  USGS QUAD   -  KNOXVILLE (1978)
 FB2109
 FB2109                         *CURRENT SURVEY CONTROL
 FB2109  ___________________________________________________________________
 FB2109* NAD 83(1986)-  35 59 23.     (N)    083 57 04.     (W)     SCALED    
 FB2109* NAVD 88     -       286.787  (meters)     940.90   (feet)  ADJUSTED  
 FB2109  ___________________________________________________________________
 FB2109  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2109  DYNAMIC HT  -         286.521 (meters)     940.03  (feet)  COMP
 FB2109  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB2109
 FB2109  VERT ORDER  -  SECOND    CLASS 0
 FB2109
 FB2109.The horizontal coordinates were scaled from a topographic map and have
 FB2109.an estimated accuracy of +/- 6 seconds.
 FB2109
 FB2109.The orthometric height was determined by differential leveling
 FB2109.and adjusted by the National Geodetic Survey in June 1991..
 FB2109
 FB2109.The geoid height was determined by GEOID03.
 FB2109
 FB2109.The dynamic height is computed by dividing the NAVD 88
 FB2109.geopotential number by the normal gravity value computed on the
 FB2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2109.degrees latitude (g = 980.6199 gals.).
 FB2109
 FB2109.The modeled gravity was interpolated from observed gravity values.
 FB2109
 FB2109;                    North         East    Units  Estimated Accuracy
 FB2109;SPC TN       -   185,710.      784,740.      MT  (+/- 180 meters Scaled)
 FB2109
 FB2109                          SUPERSEDED SURVEY CONTROL
 FB2109
 FB2109  NGVD 29 (??/??/92)  286.919  (m)          941.33   (f) ADJ UNCH    2 0
 FB2109
 FB2109.Superseded values are not recommended for survey control.
 FB2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2109.See file dsdata.txt to determine how the superseded data were derived.
 FB2109
 FB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339868(NAD 83)
 FB2109_MARKER: DB = BENCH MARK DISK
 FB2109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2109_SP_SET: CULVERT
 FB2109_STAMPING: U 234 1961
 FB2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2109
 FB2109  HISTORY     - Date     Condition        Report By
 FB2109  HISTORY     - 1961     MONUMENTED       CGS
 FB2109
 FB2109                          STATION DESCRIPTION
 FB2109
 FB2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2109'AT KNOXVILLE.
 FB2109'FROM THE INTERSECTION OF MAGNOLIA AVENUE AND INTERSTATE HIGHWAY
 FB2109'75, GO NORTH ON INTERSTATE HIGHWAY 75 FOR 2.4 MILES.  THE BENCH
 FB2109'MARK IS ABOUT 0.1 MILE SOUTH OF AN OVERPASS.  THE DISK IS CEMENTED
 FB2109'IN A DRILL HOLE IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 FB2109'HEADWALL OF A 30 FT. CONCRETE CULVERT UNDER THE WEST RAMP
 FB2109'LEADING TO THE ENTRANCE OF INTERSTATE HIGHWAY 75 AND IS ABOUT
 FB2109'3 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0697 ***********************************************************************
 GB0697  DESIGNATION -  U 235
 GB0697  PID         -  GB0697
 GB0697  STATE/COUNTY-  TN/ANDERSON
 GB0697  USGS QUAD   -  NORRIS (1990)
 GB0697
 GB0697                         *CURRENT SURVEY CONTROL
 GB0697  ___________________________________________________________________
 GB0697* NAD 83(1986)-  36 09 54.     (N)    084 05 05.     (W)     SCALED    
 GB0697* NAVD 88     -       263.015  (meters)     862.91   (feet)  ADJUSTED  
 GB0697  ___________________________________________________________________
 GB0697  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0697  DYNAMIC HT  -         262.776 (meters)     862.12  (feet)  COMP
 GB0697  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GB0697
 GB0697  VERT ORDER  -  SECOND    CLASS 0
 GB0697
 GB0697.The horizontal coordinates were scaled from a topographic map and have
 GB0697.an estimated accuracy of +/- 6 seconds.
 GB0697
 GB0697.The orthometric height was determined by differential leveling
 GB0697.and adjusted by the National Geodetic Survey in June 1991..
 GB0697
 GB0697.The geoid height was determined by GEOID03.
 GB0697
 GB0697.The dynamic height is computed by dividing the NAVD 88
 GB0697.geopotential number by the normal gravity value computed on the
 GB0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0697.degrees latitude (g = 980.6199 gals.).
 GB0697
 GB0697.The modeled gravity was interpolated from observed gravity values.
 GB0697
 GB0697;                    North         East    Units  Estimated Accuracy
 GB0697;SPC TN       -   204,910.      772,310.      MT  (+/- 180 meters Scaled)
 GB0697
 GB0697                          SUPERSEDED SURVEY CONTROL
 GB0697
 GB0697  NGVD 29 (??/??/92)  263.150  (m)          863.35   (f) ADJ UNCH    2 0
 GB0697
 GB0697.Superseded values are not recommended for survey control.
 GB0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0697.See file dsdata.txt to determine how the superseded data were derived.
 GB0697
 GB0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF622061(NAD 83)
 GB0697_MARKER: DB = BENCH MARK DISK
 GB0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0697_SP_SET: CULVERT
 GB0697_STAMPING: U 235 1961
 GB0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0697
 GB0697  HISTORY     - Date     Condition        Report By
 GB0697  HISTORY     - 1961     MONUMENTED       CGS
 GB0697  HISTORY     - 1972     MARK NOT FOUND   TVA
 GB0697
 GB0697                          STATION DESCRIPTION
 GB0697
 GB0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0697'3 MI SW FROM NORRIS.
 GB0697'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71, (ABOUT 1.0 MILE
 GB0697'SOUTHEAST OF NORRIS), GO 1.95 MILES SOUTHWEST ON STATE HIGHWAY 61
 GB0697'TO A CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT 0.05
 GB0697'MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 61 AND A
 GB0697'GRAVELED ROAD, 11.5 FT. SOUTHEAST OF THE CENTER OF STATE HIGHWAY 61.
 GB0697'THE DISK IS CEMENTED IN TOP OF THE MIDDLE OF THE EAST CONCRETE
 GB0697'HEADWALL OF THE CULVERT.
 GB0697
 GB0697                          STATION RECOVERY (1972)
 GB0697
 GB0697'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2430 ***********************************************************************
 GA2430  DESIGNATION -  U 236 RESET
 GA2430  PID         -  GA2430
 GA2430  STATE/COUNTY-  TN/KNOX
 GA2430  USGS QUAD   -  JOHN SEVIER (1992)
 GA2430
 GA2430                         *CURRENT SURVEY CONTROL
 GA2430  ___________________________________________________________________
 GA2430* NAD 83(1986)-  36 00 07.     (N)    083 46 33.     (W)     SCALED    
 GA2430* NAVD 88     -       280.54   (meters)     920.4    (feet)  RESET     
 GA2430  ___________________________________________________________________
 GA2430  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2430
 GA2430  VERT ORDER  -  THIRD
 GA2430
 GA2430.The horizontal coordinates were scaled from a topographic map and have
 GA2430.an estimated accuracy of +/- 6 seconds.
 GA2430
 GA2430.The orthometric height was computed from unverified reset data.
 GA2430
 GA2430.The geoid height was determined by GEOID03.
 GA2430
 GA2430;                    North         East    Units  Estimated Accuracy
 GA2430;SPC TN       -   187,410.      800,510.      MT  (+/- 180 meters Scaled)
 GA2430
 GA2430                          SUPERSEDED SURVEY CONTROL
 GA2430
 GA2430.No superseded survey control is available for this station.
 GA2430
 GA2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV497877(NAD 83)
 GA2430_MARKER: DB = BENCH MARK DISK
 GA2430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2430_SP_SET: CULVERT
 GA2430_STAMPING: U 236 RESET 1972
 GA2430_MARK LOGO: NGS   
 GA2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2430
 GA2430  HISTORY     - Date     Condition        Report By
 GA2430  HISTORY     - 1972     MONUMENTED       NGS
 GA2430
 GA2430                          STATION DESCRIPTION
 GA2430
 GA2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2430'3.3 MI WSW FROM TRENTVILLE.
 GA2430'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 70, 11E,
 GA2430'25W, AND STRAW PLAINS PIKE IN TRENTVILLE, TURN SHARP RIGHT ONTO
 GA2430'STRAW PLAINS PIKE AND GO SOUTHWESTERLY FOR 3.2 MILES TO BRAKEBILL
 GA2430'ROAD ON THE RIGHT AND THE MARK AS DESCRIBED.  THE MARK IS ABOUT
 GA2430'80 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STRAW PLAINS PIKE,
 GA2430'AND IN THE SOUTH END OF A 5 FT X 8 FT CONCRETE BOX CULVERT UNDER
 GA2430'AN ACCESS ROAD ONTO THE INTERSTATE.  IT IS A STANDARD DISK
 GA2430'CEMENTED IN A DRILL HOLE IN THE SOUTH END AND NEAR THE CENTER OF
 GA2430'THE CONCRETE BOX CULVERT AND THE DISK IS STAMPED U 236 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2002 ***********************************************************************
 GA2002  DESIGNATION -  U 237
 GA2002  PID         -  GA2002
 GA2002  STATE/COUNTY-  TN/JEFFERSON
 GA2002  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2002
 GA2002                         *CURRENT SURVEY CONTROL
 GA2002  ___________________________________________________________________
 GA2002* NAD 83(1986)-  36 03 46.     (N)    083 22 42.     (W)     SCALED    
 GA2002* NAVD 88     -       390.542  (meters)    1281.30   (feet)  ADJUSTED  
 GA2002  ___________________________________________________________________
 GA2002  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2002  DYNAMIC HT  -         390.178 (meters)    1280.11  (feet)  COMP
 GA2002  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA2002
 GA2002  VERT ORDER  -  SECOND    CLASS 0
 GA2002
 GA2002.The horizontal coordinates were scaled from a topographic map and have
 GA2002.an estimated accuracy of +/- 6 seconds.
 GA2002
 GA2002.The orthometric height was determined by differential leveling
 GA2002.and adjusted by the National Geodetic Survey in June 1991..
 GA2002
 GA2002.The geoid height was determined by GEOID03.
 GA2002
 GA2002.The dynamic height is computed by dividing the NAVD 88
 GA2002.geopotential number by the normal gravity value computed on the
 GA2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2002.degrees latitude (g = 980.6199 gals.).
 GA2002
 GA2002.The modeled gravity was interpolated from observed gravity values.
 GA2002
 GA2002;                    North         East    Units  Estimated Accuracy
 GA2002;SPC TN       -   195,040.      836,150.      MT  (+/- 180 meters Scaled)
 GA2002
 GA2002                          SUPERSEDED SURVEY CONTROL
 GA2002
 GA2002  NGVD 29 (??/??/92)  390.697  (m)         1281.81   (f) ADJ UNCH    2 0
 GA2002
 GA2002.Superseded values are not recommended for survey control.
 GA2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2002.See file dsdata.txt to determine how the superseded data were derived.
 GA2002
 GA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV857935(NAD 83)
 GA2002_MARKER: DB = BENCH MARK DISK
 GA2002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2002_SP_SET: OVERPASS
 GA2002_STAMPING: U 237 1961
 GA2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2002
 GA2002  HISTORY     - Date     Condition        Report By
 GA2002  HISTORY     - 1961     MONUMENTED       CGS
 GA2002
 GA2002                          STATION DESCRIPTION
 GA2002
 GA2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2002'14.5 MI NW FROM NEWPORT.
 GA2002'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2002'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 10.0
 GA2002'MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER A
 GA2002'PAVED ROAD.  THE BENCH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE
 GA2002'JUNCTION OF INTERSTATE 40 AND STATE HIGHWAY 66.  THE DISK IS
 GA2002'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST END OF THE
 GA2002'NORTHEAST CONCRETE WINGWALL OF THE NORTHWEST BOUND TRAFFIC LANES
 GA2002'AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0280 ***********************************************************************
 FC0280  DESIGNATION -  U 238
 FC0280  PID         -  FC0280
 FC0280  STATE/COUNTY-  TN/LOUDON
 FC0280  USGS QUAD   -  PHILADELPHIA (1974)
 FC0280
 FC0280                         *CURRENT SURVEY CONTROL
 FC0280  ___________________________________________________________________
 FC0280* NAD 83(1986)-  35 44 18.     (N)    084 23 20.     (W)     SCALED    
 FC0280* NAVD 88     -       244.485  (meters)     802.11   (feet)  ADJUSTED  
 FC0280  ___________________________________________________________________
 FC0280  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0280  DYNAMIC HT  -         244.251 (meters)     801.35  (feet)  COMP
 FC0280  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FC0280
 FC0280  VERT ORDER  -  SECOND    CLASS 0
 FC0280
 FC0280.The horizontal coordinates were scaled from a topographic map and have
 FC0280.an estimated accuracy of +/- 6 seconds.
 FC0280
 FC0280.The orthometric height was determined by differential leveling
 FC0280.and adjusted by the National Geodetic Survey in June 1991..
 FC0280
 FC0280.The geoid height was determined by GEOID03.
 FC0280
 FC0280.The dynamic height is computed by dividing the NAVD 88
 FC0280.geopotential number by the normal gravity value computed on the
 FC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0280.degrees latitude (g = 980.6199 gals.).
 FC0280
 FC0280.The modeled gravity was interpolated from observed gravity values.
 FC0280
 FC0280;                    North         East    Units  Estimated Accuracy
 FC0280;SPC TN       -   157,080.      745,730.      MT  (+/- 180 meters Scaled)
 FC0280
 FC0280                          SUPERSEDED SURVEY CONTROL
 FC0280
 FC0280  NGVD 29 (??/??/92)  244.581  (m)          802.43   (f) ADJ UNCH    2 0
 FC0280
 FC0280.Superseded values are not recommended for survey control.
 FC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0280.See file dsdata.txt to determine how the superseded data were derived.
 FC0280
 FC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE361580(NAD 83)
 FC0280_MARKER: DB = BENCH MARK DISK
 FC0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0280_STAMPING: U 238 1961
 FC0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0280+STABILITY: SURFACE MOTION
 FC0280
 FC0280  HISTORY     - Date     Condition        Report By
 FC0280  HISTORY     - 1961     MONUMENTED       CGS
 FC0280
 FC0280                          STATION DESCRIPTION
 FC0280
 FC0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0280'3.4 MI W FROM LOUDON.
 FC0280'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILES WEST
 FC0280'ON THE SOUTHERN RAILWAY TO AN OVERPASS, THEN GO 2.95 MILES
 FC0280'NORTHWEST ON STATE HIGHWAY 72 TO A Y JUNCTION.  THE BENCH MARK
 FC0280'IS ABOUT 0.35 MILE WEST OF A T JUNCTION, AT THE Y JUNCTION,
 FC0280'51 FT. WEST OF A POWER LINE POLE WITH GUY WIRE, 33 FT. NORTH
 FC0280'OF THE CENTER OF STATE HIGHWAY 72, 3.3 FT. WEST OF THE WEST
 FC0280'GATE POST FOR ROAD LEADING TO A FIELD, 1 FT. NORTH OF A FENCE,
 FC0280'AND 2 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FC0280'A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 2 FT. BELOW
 FC0280'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1407 ***********************************************************************
 FB1407  DESIGNATION -  U 239
 FB1407  PID         -  FB1407
 FB1407  STATE/COUNTY-  TN/COCKE
 FB1407  USGS QUAD   -  HARTFORD (1968)
 FB1407
 FB1407                         *CURRENT SURVEY CONTROL
 FB1407  ___________________________________________________________________
 FB1407* NAD 83(1986)-  35 49 52.     (N)    083 10 54.     (W)     SCALED    
 FB1407* NAVD 88     -       370.989  (meters)    1217.15   (feet)  ADJUSTED  
 FB1407  ___________________________________________________________________
 FB1407  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB1407  DYNAMIC HT  -         370.629 (meters)    1215.97  (feet)  COMP
 FB1407  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 FB1407
 FB1407  VERT ORDER  -  SECOND    CLASS 0
 FB1407
 FB1407.The horizontal coordinates were scaled from a topographic map and have
 FB1407.an estimated accuracy of +/- 6 seconds.
 FB1407
 FB1407.The orthometric height was determined by differential leveling
 FB1407.and adjusted by the National Geodetic Survey in June 1991..
 FB1407
 FB1407.The geoid height was determined by GEOID03.
 FB1407
 FB1407.The dynamic height is computed by dividing the NAVD 88
 FB1407.geopotential number by the normal gravity value computed on the
 FB1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1407.degrees latitude (g = 980.6199 gals.).
 FB1407
 FB1407.The modeled gravity was interpolated from observed gravity values.
 FB1407
 FB1407;                    North         East    Units  Estimated Accuracy
 FB1407;SPC TN       -   169,840.      854,600.      MT  (+/- 180 meters Scaled)
 FB1407
 FB1407                          SUPERSEDED SURVEY CONTROL
 FB1407
 FB1407  NGVD 29 (??/??/92)  371.137  (m)         1217.64   (f) ADJ UNCH    2 0
 FB1407
 FB1407.Superseded values are not recommended for survey control.
 FB1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1407.See file dsdata.txt to determine how the superseded data were derived.
 FB1407
 FB1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV029674(NAD 83)
 FB1407_MARKER: DB = BENCH MARK DISK
 FB1407_SETTING: 66 = SET IN ROCK OUTCROP
 FB1407_SP_SET: ROCK LEDGE
 FB1407_STAMPING: U 239 1961
 FB1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1407+STABILITY: POSITION/ELEVATION WELL
 FB1407
 FB1407  HISTORY     - Date     Condition        Report By
 FB1407  HISTORY     - 1961     MONUMENTED       CGS
 FB1407
 FB1407                          STATION DESCRIPTION
 FB1407
 FB1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1407'3.2 MI NW FROM HARTFORD.
 FB1407'FROM THE POST OFFICE IN HARTFORD, GO 3.15 MILES NORTHWEST ON
 FB1407'PIGEON RIVER ROAD TO A SMALL CUT.  THE BENCH MARK IS AT THE
 FB1407'SOUTH END OF THE CUT, 19.7 FT. WEST OF THE CENTER OF PIGEON
 FB1407'RIVER ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FB1407'SOUTH EDGE OF A ROCK LEDGE ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FB1407'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1660 ***********************************************************************
 GC1660  DESIGNATION -  U 24
 GC1660  PID         -  GC1660
 GC1660  STATE/COUNTY-  TN/HOUSTON
 GC1660  USGS QUAD   -  ERIN (1981)
 GC1660
 GC1660                         *CURRENT SURVEY CONTROL
 GC1660  ___________________________________________________________________
 GC1660* NAD 83(1986)-  36 18 35.     (N)    087 44 04.     (W)     SCALED    
 GC1660* NAVD 88     -       179.255  (meters)     588.11   (feet)  ADJUSTED  
 GC1660  ___________________________________________________________________
 GC1660  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1660  DYNAMIC HT  -         179.103 (meters)     587.61  (feet)  COMP
 GC1660  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GC1660
 GC1660  VERT ORDER  -  SECOND    CLASS 0
 GC1660
 GC1660.The horizontal coordinates were scaled from a topographic map and have
 GC1660.an estimated accuracy of +/- 6 seconds.
 GC1660
 GC1660.The orthometric height was determined by differential leveling
 GC1660.and adjusted by the National Geodetic Survey in June 1991..
 GC1660
 GC1660.The geoid height was determined by GEOID03.
 GC1660
 GC1660.The dynamic height is computed by dividing the NAVD 88
 GC1660.geopotential number by the normal gravity value computed on the
 GC1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1660.degrees latitude (g = 980.6199 gals.).
 GC1660
 GC1660.The modeled gravity was interpolated from observed gravity values.
 GC1660
 GC1660;                    North         East    Units  Estimated Accuracy
 GC1660;SPC TN       -   220,660.      444,240.      MT  (+/- 180 meters Scaled)
 GC1660
 GC1660                          SUPERSEDED SURVEY CONTROL
 GC1660
 GC1660  NGVD 29 (??/??/92)  179.291  (m)          588.22   (f) ADJ UNCH    2 0
 GC1660
 GC1660.Superseded values are not recommended for survey control.
 GC1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1660.See file dsdata.txt to determine how the superseded data were derived.
 GC1660
 GC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF340185(NAD 83)
 GC1660_MARKER: DB = BENCH MARK DISK
 GC1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1660_STAMPING: U 24 1934
 GC1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1660+STABILITY: SURFACE MOTION
 GC1660
 GC1660  HISTORY     - Date     Condition        Report By
 GC1660  HISTORY     - 1934     MONUMENTED       CGS
 GC1660
 GC1660                          STATION DESCRIPTION
 GC1660
 GC1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1660'2.3 MI W FROM ERIN.
 GC1660'2.3 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1660'THE STATION AT ERIN, HOUSTON COUNTY, 120 YARDS EAST OF MILEPOST
 GC1660'208, 14 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND AT A
 GC1660'FENCE.  A STANDARD DISK, STAMPED U 24 1934 AND SET IN THE TOP
 GC1660'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1042 ***********************************************************************
 GA1042  CBN         -  This is a Cooperative Base Network Control Station.
 GA1042  DESIGNATION -  U 240
 GA1042  PID         -  GA1042
 GA1042  STATE/COUNTY-  TN/GREENE
 GA1042  USGS QUAD   -  MC CLOUD (1961)
 GA1042
 GA1042                         *CURRENT SURVEY CONTROL
 GA1042  ___________________________________________________________________
 GA1042* NAD 83(1995)-  36 16 37.07894(N)    082 54 48.21489(W)     ADJUSTED  
 GA1042* NAVD 88     -       346.871  (meters)    1138.03   (feet)  ADJUSTED  
 GA1042  ___________________________________________________________________
 GA1042  X           -     635,122.160 (meters)                     COMP
 GA1042  Y           -  -5,108,801.353 (meters)                     COMP
 GA1042  Z           -   3,753,197.816 (meters)                     COMP
 GA1042  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GA1042  ELLIP HEIGHT-         315.51  (meters)          (08/03/04) GPS OBS
 GA1042  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1042  DYNAMIC HT  -         346.550 (meters)    1136.97  (feet)  COMP
 GA1042  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 GA1042
 GA1042  HORZ ORDER  -  A
 GA1042  VERT ORDER  -  SECOND    CLASS 0
 GA1042  ELLP ORDER  -  FOURTH    CLASS I
 GA1042
 GA1042.The horizontal coordinates were established by GPS observations
 GA1042.and adjusted by the National Geodetic Survey in August 2004..
 GA1042
 GA1042.The orthometric height was determined by differential leveling
 GA1042.and adjusted by the National Geodetic Survey in June 1991..
 GA1042
 GA1042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1042
 GA1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1042
 GA1042.The ellipsoidal height was determined by GPS observations
 GA1042.and is referenced to NAD 83.
 GA1042
 GA1042.The geoid height was determined by GEOID03.
 GA1042
 GA1042.The dynamic height is computed by dividing the NAVD 88
 GA1042.geopotential number by the normal gravity value computed on the
 GA1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1042.degrees latitude (g = 980.6199 gals.).
 GA1042
 GA1042.The modeled gravity was interpolated from observed gravity values.
 GA1042
 GA1042;                    North         East     Units Scale Factor Converg.
 GA1042;SPC TN       -   220,019.668   877,271.474   MT  0.99997820   +1 48 25.3
 GA1042;SPC TN       -   721,847.86  2,878,181.49   sFT  0.99997820   +1 48 25.3
 GA1042;UTM  17      - 4,016,367.024   328,145.788   MT  0.99996390   -1 07 56.7
 GA1042
 GA1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1042!SPC TN       -   0.99995048  x   0.99997820  =   0.99992869
 GA1042!UTM  17      -   0.99995048  x   0.99996390  =   0.99991439
 GA1042
 GA1042                          SUPERSEDED SURVEY CONTROL
 GA1042
 GA1042  NAVD 88 (08/03/04)  346.87   (m)         1138.0    (f) LEVELING    3  
 GA1042  NGVD 29 (??/??/92)  347.016  (m)         1138.50   (f) ADJ UNCH    2 0
 GA1042
 GA1042.Superseded values are not recommended for survey control.
 GA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1042.See file dsdata.txt to determine how the superseded data were derived.
 GA1042
 GA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2814616367(NAD 83)
 GA1042_MARKER: DB = BENCH MARK DISK
 GA1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1042_STAMPING: U 240 1961
 GA1042_MARK LOGO: CGS   
 GA1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1042+STABILITY: SURFACE MOTION
 GA1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1042+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA1042
 GA1042  HISTORY     - Date     Condition        Report By
 GA1042  HISTORY     - 1961     MONUMENTED       CGS
 GA1042  HISTORY     - 1980     GOOD             NGS
 GA1042  HISTORY     - 20031010 GOOD             TNDT
 GA1042
 GA1042                          STATION DESCRIPTION
 GA1042
 GA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1042'2.2 MI SE FROM ROMEO.
 GA1042'FROM THE JUNCTION OF STATE HIGHWAY 70 AND BAILEYTON ROAD IN ROMEO,
 GA1042'GO 0.8 MILE SOUTH ON STATE HIGHWAY 70 TO A Y JUNCTION, THEN GO
 GA1042'0.6 MILE NORTH AND EAST ON A GRAVELED ROAD TO A T JUNCTION, TURN
 GA1042'RIGHT AND GO SOUTHERLY FOR 0.8 MILE TO A SHARP CURVE.  THE BENCH
 GA1042'MARK IS ABOUT 300 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY 81,
 GA1042'ABOUT 0.1 MILE SOUTH OF A LARGE DAIRY BARN, 30 FT. SOUTH OF THE
 GA1042'CENTER OF THE GRAVELED ROAD, 4.4 FT. EAST OF A GATE POST FOR A
 GA1042'WIRE GATE, 1.4 FT. NORTH OF A FENCE AND 1.7 FT. EAST OF A WITNESS
 GA1042'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 GA1042'INCHES AND IS ABOUT LEVEL WITH THE GRAVELED ROAD.
 GA1042
 GA1042                          STATION RECOVERY (1980)
 GA1042
 GA1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1042'IT IS ABOUT SOUTHWEST OF THE SOUTHEAST END OF OVERPASS OF INTERSTATE
 GA1042'HIGHWAY 81 AND 159 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE
 GA1042'HIGHWAY. 2 IRON PINS WERE DRIVEN ON EACH SIDE OF THE MARK. !
 GA1042
 GA1042                          STATION RECOVERY (2003)
 GA1042
 GA1042'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA1042'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1083 ***********************************************************************
 GA1083  DESIGNATION -  U 241
 GA1083  PID         -  GA1083
 GA1083  STATE/COUNTY-  TN/WASHINGTON
 GA1083  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1083
 GA1083                         *CURRENT SURVEY CONTROL
 GA1083  ___________________________________________________________________
 GA1083* NAD 83(1986)-  36 24 24.     (N)    082 36 22.     (W)     SCALED    
 GA1083* NAVD 88     -       523.556  (meters)    1717.70   (feet)  ADJUSTED  
 GA1083  ___________________________________________________________________
 GA1083  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1083  DYNAMIC HT  -         523.066 (meters)    1716.09  (feet)  COMP
 GA1083  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 GA1083
 GA1083  VERT ORDER  -  SECOND    CLASS 0
 GA1083
 GA1083.The horizontal coordinates were scaled from a topographic map and have
 GA1083.an estimated accuracy of +/- 6 seconds.
 GA1083
 GA1083.The orthometric height was determined by differential leveling
 GA1083.and adjusted by the National Geodetic Survey in June 1991..
 GA1083
 GA1083.The geoid height was determined by GEOID03.
 GA1083
 GA1083.The dynamic height is computed by dividing the NAVD 88
 GA1083.geopotential number by the normal gravity value computed on the
 GA1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1083.degrees latitude (g = 980.6199 gals.).
 GA1083
 GA1083.The modeled gravity was interpolated from observed gravity values.
 GA1083
 GA1083;                    North         East    Units  Estimated Accuracy
 GA1083;SPC TN       -   235,320.      904,370.      MT  (+/- 180 meters Scaled)
 GA1083
 GA1083                          SUPERSEDED SURVEY CONTROL
 GA1083
 GA1083  NGVD 29 (??/??/92)  523.691  (m)         1718.14   (f) ADJ UNCH    2 0
 GA1083
 GA1083.Superseded values are not recommended for survey control.
 GA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1083.See file dsdata.txt to determine how the superseded data were derived.
 GA1083
 GA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA559302(NAD 83)
 GA1083_MARKER: DB = BENCH MARK DISK
 GA1083_SETTING: 0 = UNSPECIFIED SETTING
 GA1083_STAMPING: U 241 1961
 GA1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1083
 GA1083  HISTORY     - Date     Condition        Report By
 GA1083  HISTORY     - 1961     MONUMENTED       CGS
 GA1083  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA1083
 GA1083                          STATION DESCRIPTION
 GA1083
 GA1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1083'1 MI SE FROM FALL BRANCH.
 GA1083'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1083'STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 0.5 MILE EAST ON A
 GA1083'PAVED ROAD.  THE BENCH MARK IS 100 FT. SOUTHEAST OF THE SOUTHEAST
 GA1083
 GA1083                          STATION RECOVERY (2001)
 GA1083
 GA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA1083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0947 ***********************************************************************
 FC0947  DESIGNATION -  U 242
 FC0947  PID         -  FC0947
 FC0947  STATE/COUNTY-  TN/MCMINN
 FC0947  USGS QUAD   -  NIOTA (1990)
 FC0947
 FC0947                         *CURRENT SURVEY CONTROL
 FC0947  ___________________________________________________________________
 FC0947* NAD 83(1986)-  35 31 05.     (N)    084 35 46.     (W)     SCALED    
 FC0947* NAVD 88     -       273.521  (meters)     897.38   (feet)  ADJUSTED  
 FC0947  ___________________________________________________________________
 FC0947  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FC0947  DYNAMIC HT  -         273.252 (meters)     896.49  (feet)  COMP
 FC0947  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 FC0947
 FC0947  VERT ORDER  -  SECOND    CLASS 0
 FC0947
 FC0947.The horizontal coordinates were scaled from a topographic map and have
 FC0947.an estimated accuracy of +/- 6 seconds.
 FC0947
 FC0947.The orthometric height was determined by differential leveling
 FC0947.and adjusted by the National Geodetic Survey in June 1991..
 FC0947
 FC0947.The geoid height was determined by GEOID03.
 FC0947
 FC0947.The dynamic height is computed by dividing the NAVD 88
 FC0947.geopotential number by the normal gravity value computed on the
 FC0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0947.degrees latitude (g = 980.6199 gals.).
 FC0947
 FC0947.The modeled gravity was interpolated from observed gravity values.
 FC0947
 FC0947;                    North         East    Units  Estimated Accuracy
 FC0947;SPC TN       -   132,360.      727,340.      MT  (+/- 180 meters Scaled)
 FC0947
 FC0947                          SUPERSEDED SURVEY CONTROL
 FC0947
 FC0947  NGVD 29 (??/??/92)  273.592  (m)          897.61   (f) ADJ UNCH    2 0
 FC0947
 FC0947.Superseded values are not recommended for survey control.
 FC0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0947.See file dsdata.txt to determine how the superseded data were derived.
 FC0947
 FC0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE179331(NAD 83)
 FC0947_MARKER: DB = BENCH MARK DISK
 FC0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0947_STAMPING: U 242 1961
 FC0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0947+STABILITY: SURFACE MOTION
 FC0947
 FC0947  HISTORY     - Date     Condition        Report By
 FC0947  HISTORY     - 1961     MONUMENTED       CGS
 FC0947
 FC0947                          STATION DESCRIPTION
 FC0947
 FC0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0947'6.4 MI NW FROM NIOTA.
 FC0947'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0947'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.65
 FC0947'MILES NORTHWEST ON A PAVED ROAD TO PROPOSED INTERSTATE HIGHWAY
 FC0947'75 JUST BEFORE REACHING THE UNION MC MINN BAPTIST CHURCH, THEN
 FC0947'TURN LEFT AND GO 3.00 MILES SOUTHWEST ON INTERSTATE HIGHWAY 75
 FC0947'TO THE MARK ON THE LEFT.  ABOUT 0.1 MILE NORTH OF TWO SILOS AT A
 FC0947'FARM, ABOUT 400 FEET SOUTHEAST OF INTERSTATE HIGHWAY, 131 FEET
 FC0947'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 62.4 FEET NORTHEAST OF
 FC0947'NORTH GATE POST FOR FIELD ROAD, 19 FEET WEST OF CENTER LINE OF
 FC0947'GRAVELED ROAD, 1.9 FEET WEST OF A FENCE, 2.5 FEET WEST OF WITNESS
 FC0947'SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0947'5 INCHES AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0558 ***********************************************************************
 FC0558  DESIGNATION -  U 243 RESET
 FC0558  PID         -  FC0558
 FC0558  STATE/COUNTY-  TN/MCMINN
 FC0558  USGS QUAD   -  CALHOUN (1980)
 FC0558
 FC0558                         *CURRENT SURVEY CONTROL
 FC0558  ___________________________________________________________________
 FC0558* NAD 83(1986)-  35 21 54.     (N)    084 43 44.     (W)     SCALED    
 FC0558* NAVD 88     -       249.56   (+/-2cm)     818.8    (feet)  VERTCON   
 FC0558  ___________________________________________________________________
 FC0558  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0558
 FC0558  VERT ORDER  -  THIRD (See Below)
 FC0558
 FC0558.The horizontal coordinates were scaled from a topographic map and have
 FC0558.an estimated accuracy of +/- 6 seconds.
 FC0558
 FC0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0558.The vertical order pertains to the NGVD 29 superseded value.
 FC0558
 FC0558.The geoid height was determined by GEOID03.
 FC0558
 FC0558;                    North         East    Units  Estimated Accuracy
 FC0558;SPC TN       -   115,210.      715,510.      MT  (+/- 180 meters Scaled)
 FC0558
 FC0558                          SUPERSEDED SURVEY CONTROL
 FC0558
 FC0558  NGVD 29 (??/??/??)  249.61   (m)          818.9    (f) RESET       3  
 FC0558
 FC0558.Superseded values are not recommended for survey control.
 FC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0558.See file dsdata.txt to determine how the superseded data were derived.
 FC0558
 FC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE063158(NAD 83)
 FC0558_MARKER: DB = BENCH MARK DISK
 FC0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0558_STAMPING: U 243 RESET 1970
 FC0558_MARK LOGO: CGS   
 FC0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0558+STABILITY: SURFACE MOTION
 FC0558
 FC0558  HISTORY     - Date     Condition        Report By
 FC0558  HISTORY     - 1970     MONUMENTED       CGS
 FC0558
 FC0558                          STATION DESCRIPTION
 FC0558
 FC0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 FC0558'2.4 MI NW FROM SANFORD.
 FC0558'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY ROUTE 4373
 FC0558'IN THE SMALL COMMUNITY OF SANFORD, (OLD SANFORD RAILROAD SIDING),
 FC0558'GO WEST AND NORTHWESTERLY ON COUNTY ROAD 4373 FOR 1.5 MILES
 FC0558'TO A NEW GRAVELED T ROAD ON THE RIGHT JUST EAST OF THE NORTH
 FC0558'MOUSE CREEK BRIDGE.  HERE TURN RIGHT ON THIS GRAVELED ROAD AND
 FC0558'GO NORTHEASTERLY FOR 0.8 OF A MILE TO THE TOP OF A GRADE AND
 FC0558'THE MARK ON THE RIGHT IN EDGE OF WOODS AS DESCRIBED.  IT IS 28
 FC0558'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE NEW GRAVELED
 FC0558'ROAD, 11 FEET NORTH-NORTHWEST OF A 10-INCH TULIP POPLAR TREE,
 FC0558'1.2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND NEAR
 FC0558'THE RIGHT-OF-WAY AT EDGE OF WOODS.  A STANDARD DISK SET IN THE
 FC0558'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FC0558'INCHES AND THE DISK IS STAMPED U 243 RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1213 ***********************************************************************
 FC1213  DESIGNATION -  U 244
 FC1213  PID         -  FC1213
 FC1213  STATE/COUNTY-  TN/HAMILTON
 FC1213  USGS QUAD   -  OOLTEWAH (1976)
 FC1213
 FC1213                         *CURRENT SURVEY CONTROL
 FC1213  ___________________________________________________________________
 FC1213* NAD 83(1986)-  35 05 55.     (N)    085 00 27.     (W)     SCALED    
 FC1213* NAVD 88     -       272.630  (meters)     894.45   (feet)  ADJUSTED  
 FC1213  ___________________________________________________________________
 FC1213  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC1213  DYNAMIC HT  -         272.358 (meters)     893.56  (feet)  COMP
 FC1213  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 FC1213
 FC1213  VERT ORDER  -  FIRST     CLASS II
 FC1213
 FC1213.The horizontal coordinates were scaled from a topographic map and have
 FC1213.an estimated accuracy of +/- 6 seconds.
 FC1213
 FC1213.The orthometric height was determined by differential leveling
 FC1213.and adjusted by the National Geodetic Survey in June 1991..
 FC1213
 FC1213.The geoid height was determined by GEOID03.
 FC1213
 FC1213.The dynamic height is computed by dividing the NAVD 88
 FC1213.geopotential number by the normal gravity value computed on the
 FC1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1213.degrees latitude (g = 980.6199 gals.).
 FC1213
 FC1213.The modeled gravity was interpolated from observed gravity values.
 FC1213
 FC1213;                    North         East    Units  Estimated Accuracy
 FC1213;SPC TN       -    85,370.      690,500.      MT  (+/- 180 meters Scaled)
 FC1213
 FC1213                          SUPERSEDED SURVEY CONTROL
 FC1213
 FC1213  NGVD 29 (??/??/92)  272.636  (m)          894.47   (f) ADJ UNCH    1 2
 FC1213
 FC1213.Superseded values are not recommended for survey control.
 FC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1213.See file dsdata.txt to determine how the superseded data were derived.
 FC1213
 FC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD816857(NAD 83)
 FC1213_MARKER: DB = BENCH MARK DISK
 FC1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1213_SP_SET: CULVERT
 FC1213_STAMPING: U 244 1961
 FC1213_MARK LOGO: CGS   
 FC1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1213
 FC1213  HISTORY     - Date     Condition        Report By
 FC1213  HISTORY     - 1961     MONUMENTED       CGS
 FC1213  HISTORY     - 1962     GOOD             NGS
 FC1213  HISTORY     - 1983     GOOD             NGS
 FC1213
 FC1213                          STATION DESCRIPTION
 FC1213
 FC1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1213'0.1 MI N FROM MINERAL PARK.
 FC1213'FROM THE SMALL TOWN AND CROSSROAD AT MINERAL PARK ON U.S. HIGHWAY
 FC1213'11 GO NORTH ON U.S. HIGHWAY 11 FOR 0.1 MILE TO THE MARK ON THE
 FC1213'LEFT, CEMENTED IN A DRILLED HOLE IN THE NORTH END OF THE EAST
 FC1213'HEADWALL OF A CULVERT UNDER THE HIGHWAY.  16 FEET WEST OF THE
 FC1213'CENTER OF THE HIGHWAY, 2.5 FEET NORTH OF THE CENTER OF THE HEADWALL,
 FC1213'2.5 FEET SOUTH OF A WITNESS POST, 0.6 FEET SOUTH OF THE NORTH
 FC1213'END OF THE HEADWALL AND ABOUT 1.5 FEET BELOW THE SURFACE OF THE
 FC1213'HIGHWAY.  A STANDARD DISK.
 FC1213
 FC1213                          STATION RECOVERY (1983)
 FC1213
 FC1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1282 ***********************************************************************
 FC1282  DESIGNATION -  U 245
 FC1282  PID         -  FC1282
 FC1282  STATE/COUNTY-  TN/HAMILTON
 FC1282  USGS QUAD   -  CHATTANOOGA (1976)
 FC1282
 FC1282                         *CURRENT SURVEY CONTROL
 FC1282  ___________________________________________________________________
 FC1282* NAD 83(1986)-  35 01 22.     (N)    085 17 33.     (W)     SCALED    
 FC1282* NAVD 88     -       201.918  (meters)     662.46   (feet)  ADJUSTED  
 FC1282  ___________________________________________________________________
 FC1282  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1282  DYNAMIC HT  -         201.719 (meters)     661.81  (feet)  COMP
 FC1282  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 FC1282
 FC1282  VERT ORDER  -  FIRST     CLASS II
 FC1282
 FC1282.The horizontal coordinates were scaled from a topographic map and have
 FC1282.an estimated accuracy of +/- 6 seconds.
 FC1282
 FC1282.The orthometric height was determined by differential leveling
 FC1282.and adjusted by the National Geodetic Survey in June 1991..
 FC1282
 FC1282.The geoid height was determined by GEOID03.
 FC1282
 FC1282.The dynamic height is computed by dividing the NAVD 88
 FC1282.geopotential number by the normal gravity value computed on the
 FC1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1282.degrees latitude (g = 980.6199 gals.).
 FC1282
 FC1282.The modeled gravity was interpolated from observed gravity values.
 FC1282
 FC1282;                    North         East    Units  Estimated Accuracy
 FC1282;SPC TN       -    76,730.      664,570.      MT  (+/- 180 meters Scaled)
 FC1282
 FC1282                          SUPERSEDED SURVEY CONTROL
 FC1282
 FC1282  NGVD 29 (??/??/92)  201.947  (m)          662.55   (f) ADJ UNCH    1 2
 FC1282
 FC1282.Superseded values are not recommended for survey control.
 FC1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1282.See file dsdata.txt to determine how the superseded data were derived.
 FC1282
 FC1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD557769(NAD 83)
 FC1282_MARKER: DB = BENCH MARK DISK
 FC1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1282_SP_SET: BUILDING
 FC1282_STAMPING: U 245 1962
 FC1282_MARK LOGO: CGS   
 FC1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1282+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 FC1282
 FC1282  HISTORY     - Date     Condition        Report By
 FC1282  HISTORY     - 1962     MONUMENTED       CGS
 FC1282  HISTORY     - 1972     GOOD             TVA
 FC1282  HISTORY     - 1983     GOOD             NGS
 FC1282  HISTORY     - 1990     GOOD             USPSQD
 FC1282  HISTORY     - 20040913 GOOD             USPSQD
 FC1282
 FC1282                          STATION DESCRIPTION
 FC1282
 FC1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1282'IN CHATTANOOGA.
 FC1282'TO REACH THE MARK FROM THE BRIDGE OVER BROAD STREET ON THE
 FC1282'INTERSTATE HIGHWAY GO SOUTHEAST ON THE INTERSTATE HIGHWAY FOR
 FC1282'0.95 MILE TO 23RD STREET, THENCE SOUTHEAST 0.5 MILE TO THE
 FC1282'MARK SET IN THE NORTHEAST FACE OF THE GEIGY CHEMICAL CORP.
 FC1282'BUILDING, 21.8 FEET NORTHEAST OF THE MAIN ENTRANCE.  A STANDARD
 FC1282'DISK DRILLED IN A BUILDING AND IS ABOUT 3 FEET ABOVE THE LEVEL
 FC1282'OF THE GROUND.  NOTE-- MARK IS SET VERTICALLY IN THE BUILDING.
 FC1282
 FC1282                          STATION RECOVERY (1972)
 FC1282
 FC1282'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1282'RECOVERED IN GOOD CONDITION.
 FC1282
 FC1282                          STATION RECOVERY (1983)
 FC1282
 FC1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1282'RECOVERED IN GOOD CONDITION.  NOTE, ADD AT THE JUNCTION OF EAST 23RD
 FC1282'STREET AND GILFORD STREET.  CHANGE GEIGY CHEMICAL CORP. BUILDING TO
 FC1282'CHATTANOOGA SAW AND SUPPLY COMPANY BUILDING.
 FC1282
 FC1282                          STATION RECOVERY (1990)
 FC1282
 FC1282'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1282'RECOVERED IN GOOD CONDITION.
 FC1282
 FC1282                          STATION RECOVERY (2004)
 FC1282
 FC1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1282'COMPANY NAME OF BUILDING ONWHICH MARK IS SET VERTICALLY HAS CHANGED
 FC1282'FROM GEIGY CHEMICAL CORP TO DILLON SUPPLY COMPANY.  BUILDING IS
 FC1282'LOCATED IN SOUTHWEST QUADRANT OF 23RD STREET AND GIFFORD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0255 ***********************************************************************
 FD0255  DESIGNATION -  U 246
 FD0255  PID         -  FD0255
 FD0255  STATE/COUNTY-  TN/COFFEE
 FD0255  USGS QUAD   -  MANCHESTER (1972)
 FD0255
 FD0255                         *CURRENT SURVEY CONTROL
 FD0255  ___________________________________________________________________
 FD0255* NAD 83(1986)-  35 27 05.     (N)    086 02 07.     (W)     SCALED    
 FD0255* NAVD 88     -       326.095  (meters)    1069.86   (feet)  ADJUSTED  
 FD0255  ___________________________________________________________________
 FD0255  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0255  DYNAMIC HT  -         325.782 (meters)    1068.84  (feet)  COMP
 FD0255  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 FD0255
 FD0255  VERT ORDER  -  SECOND    CLASS 0
 FD0255
 FD0255.The horizontal coordinates were scaled from a topographic map and have
 FD0255.an estimated accuracy of +/- 6 seconds.
 FD0255
 FD0255.The orthometric height was determined by differential leveling
 FD0255.and adjusted by the National Geodetic Survey in June 1991..
 FD0255
 FD0255.The geoid height was determined by GEOID03.
 FD0255
 FD0255.The dynamic height is computed by dividing the NAVD 88
 FD0255.geopotential number by the normal gravity value computed on the
 FD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0255.degrees latitude (g = 980.6199 gals.).
 FD0255
 FD0255.The modeled gravity was interpolated from observed gravity values.
 FD0255
 FD0255;                    North         East    Units  Estimated Accuracy
 FD0255;SPC TN       -   124,050.      596,800.      MT  (+/- 180 meters Scaled)
 FD0255
 FD0255                          SUPERSEDED SURVEY CONTROL
 FD0255
 FD0255  NGVD 29 (??/??/92)  326.090  (m)         1069.85   (f) ADJ UNCH    2 0
 FD0255
 FD0255.Superseded values are not recommended for survey control.
 FD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0255.See file dsdata.txt to determine how the superseded data were derived.
 FD0255
 FD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE875235(NAD 83)
 FD0255_MARKER: DB = BENCH MARK DISK
 FD0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0255_SP_SET: CULVERT
 FD0255_STAMPING: U 246 1962
 FD0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0255
 FD0255  HISTORY     - Date     Condition        Report By
 FD0255  HISTORY     - 1962     MONUMENTED       CGS
 FD0255
 FD0255                          STATION DESCRIPTION
 FD0255
 FD0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD0255'3.9 MI SE FROM MANCHESTER.
 FD0255'TO REACH THE MARK FROM THE CITY HALL IN MANCHESTER, GO SOUTHEAST
 FD0255'ON U.S. HIGHWAY 41 3.9 MILES TO THE MARK SET IN THE NORTHWEST END
 FD0255'OF A BOX CULVERT NEAR THE ENTRANCE TO SHADY GROVE TRAILER PARK,
 FD0255'27.2 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 41.  A STANDARD
 FD0255'DISK DRILLED IN A BOX CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2186 ***********************************************************************
 GA2186  DESIGNATION -  U 247
 GA2186  PID         -  GA2186
 GA2186  STATE/COUNTY-  TN/JEFFERSON
 GA2186  USGS QUAD   -  NEW MARKET (1987)
 GA2186
 GA2186                         *CURRENT SURVEY CONTROL
 GA2186  ___________________________________________________________________
 GA2186* NAD 83(1986)-  36 06 17.     (N)    083 32 16.     (W)     SCALED    
 GA2186* NAVD 88     -       348.523  (meters)    1143.45   (feet)  ADJUSTED  
 GA2186  ___________________________________________________________________
 GA2186  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA2186  DYNAMIC HT  -         348.202 (meters)    1142.39  (feet)  COMP
 GA2186  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2186
 GA2186  VERT ORDER  -  FIRST     CLASS I
 GA2186
 GA2186.The horizontal coordinates were scaled from a topographic map and have
 GA2186.an estimated accuracy of +/- 6 seconds.
 GA2186
 GA2186.The orthometric height was determined by differential leveling
 GA2186.and adjusted by the National Geodetic Survey in June 1991..
 GA2186
 GA2186.The geoid height was determined by GEOID03.
 GA2186
 GA2186.The dynamic height is computed by dividing the NAVD 88
 GA2186.geopotential number by the normal gravity value computed on the
 GA2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2186.degrees latitude (g = 980.6199 gals.).
 GA2186
 GA2186.The modeled gravity was interpolated from observed gravity values.
 GA2186
 GA2186;                    North         East    Units  Estimated Accuracy
 GA2186;SPC TN       -   199,320.      821,680.      MT  (+/- 180 meters Scaled)
 GA2186
 GA2186                          SUPERSEDED SURVEY CONTROL
 GA2186
 GA2186  NGVD 29 (??/??/92)  348.656  (m)         1143.88   (f) ADJ UNCH    1 1
 GA2186
 GA2186.Superseded values are not recommended for survey control.
 GA2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2186.See file dsdata.txt to determine how the superseded data were derived.
 GA2186
 GA2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV715985(NAD 83)
 GA2186_MARKER: DB = BENCH MARK DISK
 GA2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2186_STAMPING: U 247 1967
 GA2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2186+STABILITY: SURFACE MOTION
 GA2186
 GA2186  HISTORY     - Date     Condition        Report By
 GA2186  HISTORY     - 1967     MONUMENTED       CGS
 GA2186
 GA2186                          STATION DESCRIPTION
 GA2186
 GA2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2186'2.7 MI SW FROM JEFFERSON CITY.
 GA2186'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2186'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 85
 GA2186'YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF FOREST DRIVE,
 GA2186'129 1/2 FEET SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH PIPE
 GA2186'CULVERT UNDER THE HIGHWAY, 62 FEET SOUTHEAST OF THE CENTER
 GA2186'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST
 GA2186'OF A 1 1/2 FOOT HIGH CONCRETE RIGHT OF WAY MARKER, 1.4 FEET
 GA2186'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 GA2186'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2186'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2233 ***********************************************************************
 GA2233  DESIGNATION -  U 248
 GA2233  PID         -  GA2233
 GA2233  STATE/COUNTY-  TN/KNOX
 GA2233  USGS QUAD   -  JOHN SEVIER (1992)
 GA2233
 GA2233                         *CURRENT SURVEY CONTROL
 GA2233  ___________________________________________________________________
 GA2233* NAD 83(1986)-  36 02 05.     (N)    083 48 55.     (W)     SCALED    
 GA2233* NAVD 88     -       256.505  (meters)     841.55   (feet)  ADJUSTED  
 GA2233  ___________________________________________________________________
 GA2233  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2233  DYNAMIC HT  -         256.270 (meters)     840.78  (feet)  COMP
 GA2233  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2233
 GA2233  VERT ORDER  -  FIRST     CLASS I
 GA2233
 GA2233.The horizontal coordinates were scaled from a topographic map and have
 GA2233.an estimated accuracy of +/- 6 seconds.
 GA2233
 GA2233.The orthometric height was determined by differential leveling
 GA2233.and adjusted by the National Geodetic Survey in June 1991..
 GA2233
 GA2233.The geoid height was determined by GEOID03.
 GA2233
 GA2233.The dynamic height is computed by dividing the NAVD 88
 GA2233.geopotential number by the normal gravity value computed on the
 GA2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2233.degrees latitude (g = 980.6199 gals.).
 GA2233
 GA2233.The modeled gravity was interpolated from observed gravity values.
 GA2233
 GA2233;                    North         East    Units  Estimated Accuracy
 GA2233;SPC TN       -   190,970.      796,870.      MT  (+/- 180 meters Scaled)
 GA2233
 GA2233                          SUPERSEDED SURVEY CONTROL
 GA2233
 GA2233  NGVD 29 (??/??/92)  256.638  (m)          841.99   (f) ADJ UNCH    1 1
 GA2233
 GA2233.Superseded values are not recommended for survey control.
 GA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2233.See file dsdata.txt to determine how the superseded data were derived.
 GA2233
 GA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV463914(NAD 83)
 GA2233_MARKER: DB = BENCH MARK DISK
 GA2233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2233_SP_SET: CULVERT
 GA2233_STAMPING: U 248 1967
 GA2233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2233
 GA2233  HISTORY     - Date     Condition        Report By
 GA2233  HISTORY     - 1967     MONUMENTED       CGS
 GA2233
 GA2233                          STATION DESCRIPTION
 GA2233
 GA2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2233'8 MI NE FROM KNOXVILLE.
 GA2233'ABOUT 8.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2233'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 123,
 GA2233'ABOUT 0.2 MILE SOUTHWEST OF A BLACK TOPPED ROAD CROSSING, SET ON
 GA2233'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 6 FOOT
 GA2233'BOX CULVERT UNDER THE MAIN TRACK AND THE JOHN SEIVER YARD, 50 FEET
 GA2233'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN LINE TRACK, 36 1/2
 GA2233'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET BELOW THE
 GA2233'LEVEL OF THE ROAD AND ABOUT 50 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0711 ***********************************************************************
 FC0711  DESIGNATION -  U 249
 FC0711  PID         -  FC0711
 FC0711  STATE/COUNTY-  TN/ROANE
 FC0711  USGS QUAD   -  HARRIMAN (1980)
 FC0711
 FC0711                         *CURRENT SURVEY CONTROL
 FC0711  ___________________________________________________________________
 FC0711* NAD 83(1986)-  35 56 28.     (N)    084 32 33.     (W)     SCALED    
 FC0711* NAVD 88     -       235.502  (meters)     772.64   (feet)  ADJUSTED  
 FC0711  ___________________________________________________________________
 FC0711  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0711  DYNAMIC HT  -         235.286 (meters)     771.93  (feet)  COMP
 FC0711  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 FC0711
 FC0711  VERT ORDER  -  FIRST     CLASS I
 FC0711
 FC0711.The horizontal coordinates were scaled from a topographic map and have
 FC0711.an estimated accuracy of +/- 6 seconds.
 FC0711
 FC0711.The orthometric height was determined by differential leveling
 FC0711.and adjusted by the National Geodetic Survey in June 1991..
 FC0711
 FC0711.The geoid height was determined by GEOID03.
 FC0711
 FC0711.The dynamic height is computed by dividing the NAVD 88
 FC0711.geopotential number by the normal gravity value computed on the
 FC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0711.degrees latitude (g = 980.6199 gals.).
 FC0711
 FC0711.The modeled gravity was interpolated from observed gravity values.
 FC0711
 FC0711;                    North         East    Units  Estimated Accuracy
 FC0711;SPC TN       -   179,360.      731,500.      MT  (+/- 180 meters Scaled)
 FC0711
 FC0711                          SUPERSEDED SURVEY CONTROL
 FC0711
 FC0711  NGVD 29 (??/??/92)  235.618  (m)          773.02   (f) ADJ UNCH    1 1
 FC0711
 FC0711.Superseded values are not recommended for survey control.
 FC0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0711.See file dsdata.txt to determine how the superseded data were derived.
 FC0711
 FC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE216802(NAD 83)
 FC0711_MARKER: DB = BENCH MARK DISK
 FC0711_SETTING: 66 = SET IN ROCK OUTCROP
 FC0711_SP_SET: ROCK CUT
 FC0711_STAMPING: U 249 1967
 FC0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0711+STABILITY: POSITION/ELEVATION WELL
 FC0711
 FC0711  HISTORY     - Date     Condition        Report By
 FC0711  HISTORY     - 1967     MONUMENTED       CGS
 FC0711  HISTORY     - 1968     GOOD             NGS
 FC0711  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0711
 FC0711                          STATION DESCRIPTION
 FC0711
 FC0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0711'0.7 MI NE FROM HARRIMAN.
 FC0711'ABOUT 0.1 MILE NORTHEAST ALONG ROANE STREET FROM THE POST OFFICE
 FC0711'AT HARRIMAN, THENCE 0.1 MILE NORTHWEST ALONG CRESCENT STREET,
 FC0711'THENCE 0.5 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY, NEAR THE
 FC0711'CENTER OF A CUT FOR THE RAILROAD, SET VERTICALLY IN THE SOUTH
 FC0711'FACE OF THE NORTH ROCK WALL OF THE CUT, 8 FEET NORTH OF THE
 FC0711'NORTH RAIL, 54 FEET WEST OF THE CENTERLINE OF A WOODEN RAILROAD
 FC0711'UNDERPASS FOR U.S. HIGHWAY 27, AND ABOUT 2 FEET ABOVE THE LEVEL
 FC0711'OF THE TRACK.
 FC0711
 FC0711                          STATION RECOVERY (1972)
 FC0711
 FC0711'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0026 ***********************************************************************
 FD0026  DESIGNATION -  U 25
 FD0026  PID         -  FD0026
 FD0026  STATE/COUNTY-  TN/CANNON
 FD0026  USGS QUAD   -  WOODBURY (1979)
 FD0026
 FD0026                         *CURRENT SURVEY CONTROL
 FD0026  ___________________________________________________________________
 FD0026* NAD 83(1986)-  35 49 39.     (N)    086 04 18.     (W)     SCALED    
 FD0026* NAVD 88     -       219.107  (meters)     718.85   (feet)  ADJUSTED  
 FD0026  ___________________________________________________________________
 FD0026  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FD0026  DYNAMIC HT  -         218.909 (meters)     718.20  (feet)  COMP
 FD0026  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FD0026
 FD0026  VERT ORDER  -  SECOND    CLASS 0
 FD0026
 FD0026.The horizontal coordinates were scaled from a topographic map and have
 FD0026.an estimated accuracy of +/- 6 seconds.
 FD0026
 FD0026.The orthometric height was determined by differential leveling
 FD0026.and adjusted by the National Geodetic Survey in June 1991..
 FD0026
 FD0026.The geoid height was determined by GEOID03.
 FD0026
 FD0026.The dynamic height is computed by dividing the NAVD 88
 FD0026.geopotential number by the normal gravity value computed on the
 FD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0026.degrees latitude (g = 980.6199 gals.).
 FD0026
 FD0026.The modeled gravity was interpolated from observed gravity values.
 FD0026
 FD0026;                    North         East    Units  Estimated Accuracy
 FD0026;SPC TN       -   165,780.      593,530.      MT  (+/- 180 meters Scaled)
 FD0026
 FD0026                          SUPERSEDED SURVEY CONTROL
 FD0026
 FD0026  NGVD 29 (??/??/92)  219.134  (m)          718.94   (f) ADJ UNCH    2 0
 FD0026
 FD0026.Superseded values are not recommended for survey control.
 FD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0026.See file dsdata.txt to determine how the superseded data were derived.
 FD0026
 FD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE838652(NAD 83)
 FD0026_MARKER: DB = BENCH MARK DISK
 FD0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0026_STAMPING: U 25 1934
 FD0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0026+STABILITY: SURFACE MOTION
 FD0026
 FD0026  HISTORY     - Date     Condition        Report By
 FD0026  HISTORY     - 1934     MONUMENTED       CGS
 FD0026  HISTORY     - 1935     GOOD             NGS
 FD0026
 FD0026                          STATION DESCRIPTION
 FD0026
 FD0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0026'AT WOODBURY.
 FD0026'AT WOODBURY, CANNON COUNTY, ON STATE HIGHWAY 1, 90 FEET NORTH OF
 FD0026'THE NORTH FACE OF THE GOOD SAMARITAN HOSPITAL, 5.7 FEET WEST OF THE
 FD0026'WEST EDGE OF THE CONCRETE WALK, 29 FEET SOUTH OF THE CENTERLINE
 FD0026'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 FD0026'STAMPED U 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0938 ***********************************************************************
 GB0938  DESIGNATION -  U 250
 GB0938  PID         -  GB0938
 GB0938  STATE/COUNTY-  TN/SCOTT
 GB0938  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0938
 GB0938                         *CURRENT SURVEY CONTROL
 GB0938  ___________________________________________________________________
 GB0938* NAD 83(1986)-  36 26 04.     (N)    084 32 35.     (W)     SCALED    
 GB0938* NAVD 88     -       422.895  (meters)    1387.45   (feet)  ADJUSTED  
 GB0938  ___________________________________________________________________
 GB0938  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0938  DYNAMIC HT  -         422.534 (meters)    1386.26  (feet)  COMP
 GB0938  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 GB0938
 GB0938  VERT ORDER  -  FIRST     CLASS I
 GB0938
 GB0938.The horizontal coordinates were scaled from a topographic map and have
 GB0938.an estimated accuracy of +/- 6 seconds.
 GB0938
 GB0938.The orthometric height was determined by differential leveling
 GB0938.and adjusted by the National Geodetic Survey in June 1991..
 GB0938
 GB0938.The geoid height was determined by GEOID03.
 GB0938
 GB0938.The dynamic height is computed by dividing the NAVD 88
 GB0938.geopotential number by the normal gravity value computed on the
 GB0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0938.degrees latitude (g = 980.6199 gals.).
 GB0938
 GB0938.The modeled gravity was interpolated from observed gravity values.
 GB0938
 GB0938;                    North         East    Units  Estimated Accuracy
 GB0938;SPC TN       -   234,090.      730,640.      MT  (+/- 180 meters Scaled)
 GB0938
 GB0938                          SUPERSEDED SURVEY CONTROL
 GB0938
 GB0938  NGVD 29 (??/??/92)  423.024  (m)         1387.87   (f) ADJ UNCH    1 1
 GB0938
 GB0938.Superseded values are not recommended for survey control.
 GB0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0938.See file dsdata.txt to determine how the superseded data were derived.
 GB0938
 GB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202349(NAD 83)
 GB0938_MARKER: DB = BENCH MARK DISK
 GB0938_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GB0938_SP_SET: 7 FEET
 GB0938_STAMPING: U 250 1968
 GB0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0938
 GB0938  HISTORY     - Date     Condition        Report By
 GB0938  HISTORY     - 1968     MONUMENTED       CGS
 GB0938
 GB0938                          STATION DESCRIPTION
 GB0938
 GB0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0938'0.2 MI N FROM HELENWOOD.
 GB0938'ABOUT 0.25 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0938'STATION AT HELENWOOD, 0.25 MILE NORTH OF MILEPOST 215, 209 FEET
 GB0938'NORTHWEST AND ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF A
 GB0938'CINDER BLOCK BUILDING, 37 FEET WEST OF THE WEST RAIL OF THE WEST
 GB0938'TRACK, 48 FEET EAST OF THE CENTER LINE OF COUNTY ROAD R 3611
 GB0938'(2), 39 FEET NORTHWEST AND ACROSS THE TRACKS FROM A TELEPHONE
 GB0938'POLE WHICH IS BRACED BY A GUY WIRE, 1.8 FEET SOUTH OF A METAL
 GB0938'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 GB0938'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 GB0938'DEPTH OF 7 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 GB0938'WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0392 ***********************************************************************
 FC0392  DESIGNATION -  U 256
 FC0392  PID         -  FC0392
 FC0392  STATE/COUNTY-  TN/BRADLEY
 FC0392  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0392
 FC0392                         *CURRENT SURVEY CONTROL
 FC0392  ___________________________________________________________________
 FC0392* NAD 83(1986)-  35 12 55.     (N)    084 49 11.     (W)     SCALED    
 FC0392* NAVD 88     -       277.795  (meters)     911.40   (feet)  ADJUSTED  
 FC0392  ___________________________________________________________________
 FC0392  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0392  DYNAMIC HT  -         277.523 (meters)     910.51  (feet)  COMP
 FC0392  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 FC0392
 FC0392  VERT ORDER  -  FIRST     CLASS I
 FC0392
 FC0392.The horizontal coordinates were scaled from a topographic map and have
 FC0392.an estimated accuracy of +/- 6 seconds.
 FC0392
 FC0392.The orthometric height was determined by differential leveling
 FC0392.and adjusted by the National Geodetic Survey in June 1991..
 FC0392
 FC0392.The geoid height was determined by GEOID03.
 FC0392
 FC0392.The dynamic height is computed by dividing the NAVD 88
 FC0392.geopotential number by the normal gravity value computed on the
 FC0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0392.degrees latitude (g = 980.6199 gals.).
 FC0392
 FC0392.The modeled gravity was interpolated from observed gravity values.
 FC0392
 FC0392;                    North         East    Units  Estimated Accuracy
 FC0392;SPC TN       -    98,500.      707,460.      MT  (+/- 180 meters Scaled)
 FC0392
 FC0392                          SUPERSEDED SURVEY CONTROL
 FC0392
 FC0392  NGVD 29 (??/??/92)  277.820  (m)          911.48   (f) ADJ UNCH    1 1
 FC0392
 FC0392.Superseded values are not recommended for survey control.
 FC0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0392.See file dsdata.txt to determine how the superseded data were derived.
 FC0392
 FC0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD984990(NAD 83)
 FC0392_MARKER: DB = BENCH MARK DISK
 FC0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0392_STAMPING: U 256 1968
 FC0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0392+STABILITY: SURFACE MOTION
 FC0392
 FC0392  HISTORY     - Date     Condition        Report By
 FC0392  HISTORY     - 1968     MONUMENTED       CGS
 FC0392  HISTORY     - 1983     GOOD             USPSQD
 FC0392
 FC0392                          STATION DESCRIPTION
 FC0392
 FC0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0392'5.4 MI NE FROM CLEVELAND.
 FC0392'ABOUT 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0392'COURTHOUSE AT CLEVELAND, THENCE ABOUT 0.6 MILE EAST ALONG
 FC0392'TASSO ROAD, ALSO MAY BE REACHED BY GOING ABOUT 6.0 MILES NORTHEAST
 FC0392'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT CLEVELAND, THENCE
 FC0392'1.1 MILES NORTHWEST ALONG TASSO ROAD, ABOUT 0.9 MILE NORTHWEST OF
 FC0392'THE METHODIST CHURCH AT TASSO, ON THE WEST SLOPE OF A LONG HILL,
 FC0392'167 FEET EAST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING SOUTH
 FC0392'TO A LARGE ONE STORY BRICK HOUSE, 23 1/2 FEET NORTHEAST OF THE
 FC0392'CENTER OF THE JUNCTION OF A DRIVE LEADING SOUTHWEST TO A SHORT
 FC0392'MICROWAVE TOWER IN AN OPEN PASTURE, 20 FEET NORTH OF THE CENTER LINE
 FC0392'OF THE ROAD, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 FC0392'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FC0392'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 FC0392
 FC0392                          STATION RECOVERY (1983)
 FC0392
 FC0392'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0510 ***********************************************************************
 FC0510  DESIGNATION -  U 257
 FC0510  PID         -  FC0510
 FC0510  STATE/COUNTY-  TN/MCMINN
 FC0510  USGS QUAD   -  ATHENS (1990)
 FC0510
 FC0510                         *CURRENT SURVEY CONTROL
 FC0510  ___________________________________________________________________
 FC0510* NAD 83(1986)-  35 26 32.     (N)    084 35 35.     (W)     SCALED    
 FC0510* NAVD 88     -       263.494  (meters)     864.48   (feet)  ADJUSTED  
 FC0510  ___________________________________________________________________
 FC0510  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0510  DYNAMIC HT  -         263.237 (meters)     863.64  (feet)  COMP
 FC0510  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 FC0510
 FC0510  VERT ORDER  -  FIRST     CLASS I
 FC0510
 FC0510.The horizontal coordinates were scaled from a topographic map and have
 FC0510.an estimated accuracy of +/- 6 seconds.
 FC0510
 FC0510.The orthometric height was determined by differential leveling
 FC0510.and adjusted by the National Geodetic Survey in June 1991..
 FC0510
 FC0510.The geoid height was determined by GEOID03.
 FC0510
 FC0510.The dynamic height is computed by dividing the NAVD 88
 FC0510.geopotential number by the normal gravity value computed on the
 FC0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0510.degrees latitude (g = 980.6199 gals.).
 FC0510
 FC0510.The modeled gravity was interpolated from observed gravity values.
 FC0510
 FC0510;                    North         East    Units  Estimated Accuracy
 FC0510;SPC TN       -   123,950.      727,740.      MT  (+/- 180 meters Scaled)
 FC0510
 FC0510                          SUPERSEDED SURVEY CONTROL
 FC0510
 FC0510  NGVD 29 (??/??/92)  263.545  (m)          864.65   (f) ADJ UNCH    1 1
 FC0510
 FC0510.Superseded values are not recommended for survey control.
 FC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0510.See file dsdata.txt to determine how the superseded data were derived.
 FC0510
 FC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE184247(NAD 83)
 FC0510_MARKER: DB = BENCH MARK DISK
 FC0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0510_SP_SET: FOOTING
 FC0510_STAMPING: U 257 1968
 FC0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0510
 FC0510  HISTORY     - Date     Condition        Report By
 FC0510  HISTORY     - 1968     MONUMENTED       CGS
 FC0510
 FC0510                          STATION DESCRIPTION
 FC0510
 FC0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0510'AT ATHENS.
 FC0510'AT ATHENS, NEAR THE NORTHEAST CORNER OF THE INTERSECTION OF
 FC0510'MADISON AVENUE AND WHITE STREET, SET IN THE TOP OF THE NORTHWEST
 FC0510'CORNER OF THE 3 1/2-FOOT SQUARE CONCRETE BASE TO THE WEST ONE
 FC0510'OF TWO FLAG POLES ON THE SOUTH SIDE OF THE COUNTY COURTHOUSE,
 FC0510'21 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE COURTHOUSE,
 FC0510'15.7 FEET NORTH OF THE NORTH CURB OF MADISON AVENUE AND ABOUT
 FC0510'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0007 ***********************************************************************
 FC0007  DESIGNATION -  U 258
 FC0007  PID         -  FC0007
 FC0007  STATE/COUNTY-  TN/MONROE
 FC0007  USGS QUAD   -  SWEETWATER (1989)
 FC0007
 FC0007                         *CURRENT SURVEY CONTROL
 FC0007  ___________________________________________________________________
 FC0007* NAD 83(1986)-  35 35 32.     (N)    084 28 08.     (W)     SCALED    
 FC0007* NAVD 88     -       279.900  (meters)     918.31   (feet)  ADJUSTED  
 FC0007  ___________________________________________________________________
 FC0007  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0007  DYNAMIC HT  -         279.628 (meters)     917.41  (feet)  COMP
 FC0007  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 FC0007
 FC0007  VERT ORDER  -  FIRST     CLASS I
 FC0007
 FC0007.The horizontal coordinates were scaled from a topographic map and have
 FC0007.an estimated accuracy of +/- 6 seconds.
 FC0007
 FC0007.The orthometric height was determined by differential leveling
 FC0007.and adjusted by the National Geodetic Survey in June 1991..
 FC0007
 FC0007.The geoid height was determined by GEOID03.
 FC0007
 FC0007.The dynamic height is computed by dividing the NAVD 88
 FC0007.geopotential number by the normal gravity value computed on the
 FC0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0007.degrees latitude (g = 980.6199 gals.).
 FC0007
 FC0007.The modeled gravity was interpolated from observed gravity values.
 FC0007
 FC0007;                    North         East    Units  Estimated Accuracy
 FC0007;SPC TN       -   140,760.      738,750.      MT  (+/- 180 meters Scaled)
 FC0007
 FC0007                          SUPERSEDED SURVEY CONTROL
 FC0007
 FC0007  NGVD 29 (??/??/92)  279.973  (m)          918.54   (f) ADJ UNCH    1 1
 FC0007
 FC0007.Superseded values are not recommended for survey control.
 FC0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0007.See file dsdata.txt to determine how the superseded data were derived.
 FC0007
 FC0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE293416(NAD 83)
 FC0007_MARKER: DB = BENCH MARK DISK
 FC0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0007_SP_SET: BRIDGE
 FC0007_STAMPING: U 258 1968
 FC0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0007
 FC0007  HISTORY     - Date     Condition        Report By
 FC0007  HISTORY     - 1968     MONUMENTED       CGS
 FC0007
 FC0007                          STATION DESCRIPTION
 FC0007
 FC0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0007'0.9 MI SW FROM SWEETWATER.
 FC0007'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0007'OFFICE AT SWEETWATER, SET IN THE TOP OF THE NORTHEAST END OF
 FC0007'THE NORTHWEST CONCRETE GUARD RAIL BASE FOR A 140-FOOT CONCRETE
 FC0007'BRIDGE (THE SOUTHWEST ONE OF TWO BRIDGES) OVER SWEETWATER CREEK,
 FC0007'16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 FC0007'SOUTHWEST OF THE NORTHEAST END OF THE GUARD RAIL, AND ABOUT 1
 FC0007'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0075 ***********************************************************************
 FC0075  DESIGNATION -  U 259
 FC0075  PID         -  FC0075
 FC0075  STATE/COUNTY-  TN/LOUDON
 FC0075  USGS QUAD   -  CONCORD (1984)
 FC0075
 FC0075                         *CURRENT SURVEY CONTROL
 FC0075  ___________________________________________________________________
 FC0075* NAD 83(1986)-  35 48 52.     (N)    084 13 42.     (W)     SCALED    
 FC0075* NAVD 88     -       245.783  (meters)     806.37   (feet)  ADJUSTED  
 FC0075  ___________________________________________________________________
 FC0075  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0075  DYNAMIC HT  -         245.549 (meters)     805.61  (feet)  COMP
 FC0075  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 FC0075
 FC0075  VERT ORDER  -  FIRST     CLASS I
 FC0075
 FC0075.The horizontal coordinates were scaled from a topographic map and have
 FC0075.an estimated accuracy of +/- 6 seconds.
 FC0075
 FC0075.The orthometric height was determined by differential leveling
 FC0075.and adjusted by the National Geodetic Survey in June 1991..
 FC0075
 FC0075.The geoid height was determined by GEOID03.
 FC0075
 FC0075.The dynamic height is computed by dividing the NAVD 88
 FC0075.geopotential number by the normal gravity value computed on the
 FC0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0075.degrees latitude (g = 980.6199 gals.).
 FC0075
 FC0075.The modeled gravity was interpolated from observed gravity values.
 FC0075
 FC0075;                    North         East    Units  Estimated Accuracy
 FC0075;SPC TN       -   165,780.      760,100.      MT  (+/- 180 meters Scaled)
 FC0075
 FC0075                          SUPERSEDED SURVEY CONTROL
 FC0075
 FC0075  NGVD 29 (??/??/92)  245.895  (m)          806.74   (f) ADJ UNCH    1 1
 FC0075
 FC0075.Superseded values are not recommended for survey control.
 FC0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0075.See file dsdata.txt to determine how the superseded data were derived.
 FC0075
 FC0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE504669(NAD 83)
 FC0075_MARKER: DB = BENCH MARK DISK
 FC0075_SETTING: 66 = SET IN ROCK OUTCROP
 FC0075_SP_SET: ROCK CUT
 FC0075_STAMPING: U 259 1968
 FC0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0075+STABILITY: POSITION/ELEVATION WELL
 FC0075
 FC0075  HISTORY     - Date     Condition        Report By
 FC0075  HISTORY     - 1968     MONUMENTED       CGS
 FC0075
 FC0075                          STATION DESCRIPTION
 FC0075
 FC0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0075'2.8 MI NE FROM LENOIR CITY.
 FC0075'ABOUT 2.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0075'STATION AT LENOIR CITY, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST
 FC0075'151, ABOUT 105 YARDS SOUTHWEST OF A PRIVATE ROAD CROSSING, SET
 FC0075'IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 32 FEET LONG BY 2 1/2
 FC0075'FEET HIGH AND IS AT THE TOP OF A ROCK CUT THAT IS ABOUT 0.1
 FC0075'MILE LONG AND 12 FEET HIGH, 19.3 FEET SOUTHEAST OF THE SOUTHEAST
 FC0075'10 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK LEDGE, 1 1/2
 FC0075'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK LEDGE AND ABOUT
 FC0075'10 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1637 ***********************************************************************
 GC1637  DESIGNATION -  U 26
 GC1637  PID         -  GC1637
 GC1637  STATE/COUNTY-  TN/HUMPHREYS
 GC1637  USGS QUAD   -  WOOLWORTH (1973)
 GC1637
 GC1637                         *CURRENT SURVEY CONTROL
 GC1637  ___________________________________________________________________
 GC1637* NAD 83(1986)-  36 10 56.     (N)    087 43 47.     (W)     SCALED    
 GC1637* NAVD 88     -       182.803  (meters)     599.75   (feet)  ADJUSTED  
 GC1637  ___________________________________________________________________
 GC1637  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC1637  DYNAMIC HT  -         182.646 (meters)     599.23  (feet)  COMP
 GC1637  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 GC1637
 GC1637  VERT ORDER  -  SECOND    CLASS 0
 GC1637
 GC1637.The horizontal coordinates were scaled from a topographic map and have
 GC1637.an estimated accuracy of +/- 6 seconds.
 GC1637
 GC1637.The orthometric height was determined by differential leveling
 GC1637.and adjusted by the National Geodetic Survey in June 1991..
 GC1637
 GC1637.The geoid height was determined by GEOID03.
 GC1637
 GC1637.The dynamic height is computed by dividing the NAVD 88
 GC1637.geopotential number by the normal gravity value computed on the
 GC1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1637.degrees latitude (g = 980.6199 gals.).
 GC1637
 GC1637.The modeled gravity was interpolated from observed gravity values.
 GC1637
 GC1637;                    North         East    Units  Estimated Accuracy
 GC1637;SPC TN       -   206,510.      444,420.      MT  (+/- 180 meters Scaled)
 GC1637
 GC1637                          SUPERSEDED SURVEY CONTROL
 GC1637
 GC1637  NGVD 29 (??/??/92)  182.835  (m)          599.85   (f) ADJ UNCH    2 0
 GC1637
 GC1637.Superseded values are not recommended for survey control.
 GC1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1637.See file dsdata.txt to determine how the superseded data were derived.
 GC1637
 GC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF343044(NAD 83)
 GC1637_MARKER: DB = BENCH MARK DISK
 GC1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1637_STAMPING: 600.018 U 26 1934
 GC1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1637+STABILITY: SURFACE MOTION
 GC1637
 GC1637  HISTORY     - Date     Condition        Report By
 GC1637  HISTORY     - 1934     MONUMENTED       CGS
 GC1637  HISTORY     - 1972     GOOD             TVA
 GC1637
 GC1637                          STATION DESCRIPTION
 GC1637
 GC1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1637'8.8 MI N FROM WAVERLY.
 GC1637'8.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1637'COUNTY, 3.2 MILES NORTHEAST OF THE BRIDGE OVER RICHLAND CREEK,
 GC1637'300 YARDS EAST OF A CHURCH, 200 YARDS EAST OF A GRAVEL CROSSROAD,
 GC1637'50 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 42 FEET SOUTH OF
 GC1637'A CULVERT, AND 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GC1637'A STANDARD DISK, STAMPED 600.018 U 26 1934 AND SET IN THE TOP
 GC1637'OF A CONCRETE POST.  NOTE-- TVA POST AND SIGN SET 7.4 FT N 13
 GC1637'W FROM MONUMENT AND POST AND SIGN IS IN FENCE LINE.
 GC1637
 GC1637                          STATION RECOVERY (1972)
 GC1637
 GC1637'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0400 ***********************************************************************
 FF0400  DESIGNATION -  U 260
 FF0400  PID         -  FF0400
 FF0400  STATE/COUNTY-  TN/SHELBY
 FF0400  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0400
 FF0400                         *CURRENT SURVEY CONTROL
 FF0400  ___________________________________________________________________
 FF0400* NAD 83(1986)-  35 00 01.     (N)    090 07 00.     (W)     SCALED    
 FF0400* NAVD 88     -        69.817  (meters)     229.06   (feet)  ADJUSTED  
 FF0400  ___________________________________________________________________
 FF0400  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0400  DYNAMIC HT  -          69.752 (meters)     228.84  (feet)  COMP
 FF0400  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 FF0400
 FF0400  VERT ORDER  -  FIRST     CLASS I
 FF0400
 FF0400.The horizontal coordinates were scaled from a topographic map and have
 FF0400.an estimated accuracy of +/- 6 seconds.
 FF0400
 FF0400.The orthometric height was determined by differential leveling
 FF0400.and adjusted by the National Geodetic Survey in July 1994..
 FF0400
 FF0400.The geoid height was determined by GEOID03.
 FF0400
 FF0400.The dynamic height is computed by dividing the NAVD 88
 FF0400.geopotential number by the normal gravity value computed on the
 FF0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0400.degrees latitude (g = 980.6199 gals.).
 FF0400
 FF0400.The modeled gravity was interpolated from observed gravity values.
 FF0400
 FF0400;                    North         East    Units  Estimated Accuracy
 FF0400;SPC TN       -    81,900.      224,290.      MT  (+/- 180 meters Scaled)
 FF0400
 FF0400                          SUPERSEDED SURVEY CONTROL
 FF0400
 FF0400  NAVD 88 (06/15/91)   69.820  (m)          229.07   (f) UNKNOWN     1 1
 FF0400  NGVD 29 (??/??/??)   69.803  (m)          229.01   (f) ADJUSTED    1 1
 FF0400
 FF0400.Superseded values are not recommended for survey control.
 FF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0400.See file dsdata.txt to determine how the superseded data were derived.
 FF0400
 FF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU631768(NAD 83)
 FF0400_MARKER: DV = VERTICAL CONTROL DISK
 FF0400_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0400_SP_SET: ABUTMENT
 FF0400_STAMPING: U 260 1974
 FF0400_MARK LOGO: NGS   
 FF0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0400+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0400
 FF0400  HISTORY     - Date     Condition        Report By
 FF0400  HISTORY     - 1974     MONUMENTED       NGS
 FF0400  HISTORY     - 1976     GOOD             NGS
 FF0400  HISTORY     - 1983     GOOD             NGS
 FF0400  HISTORY     - 19911112 GOOD             NGS
 FF0400  HISTORY     - 19950712 GOOD             TN1620
 FF0400  HISTORY     - 20021024 GOOD             USACE
 FF0400
 FF0400                          STATION DESCRIPTION
 FF0400
 FF0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0400'3.6 MI NE FROM WALLS.
 FF0400'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 FF0400'OFFICE AT WALLS, AT THE NORTHEAST END OF A LONG CONCRETE BRIDGE
 FF0400'OVER HORN LAKE CREEK, 28.5 FEET SOUTHEAST OF THE CENTER LINE
 FF0400'OF U.S. HIGHWAY 61, 3 FEET BELOW LEVEL OF THE HIGHWAY AND SET IN
 FF0400'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE SEAT OF
 FF0400'BRIDGE, 0.6 FOOT SOUTHEAST OF GUARD RAILING.
 FF0400
 FF0400                          STATION RECOVERY (1976)
 FF0400
 FF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0400'RECOVERED IN GOOD CONDITION.
 FF0400
 FF0400                          STATION RECOVERY (1983)
 FF0400
 FF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0400'RECOVERED IN GOOD CONDITION.
 FF0400
 FF0400                          STATION RECOVERY (1991)
 FF0400
 FF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0400'11.1  KM (6.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF0400'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, IN TOP OF AND 0.2 M (0.7 FT)
 FF0400'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 FF0400'HIGHWAY BRIDGE SPANNING HORN LAKE CREEK, 8.7 M (28.5 FT) SOUTHEAST OF
 FF0400'THE HIGHWAY CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 FF0400'HIGHWAY.
 FF0400
 FF0400                          STATION RECOVERY (1995)
 FF0400
 FF0400'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0400'RECOVERED IN GOOD CONDITION.
 FF0400
 FF0400                          STATION RECOVERY (2002)
 FF0400
 FF0400'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1393 ***********************************************************************
 FE1393  DESIGNATION -  U 261
 FE1393  PID         -  FE1393
 FE1393  STATE/COUNTY-  TN/SHELBY
 FE1393  USGS QUAD   -  MILLINGTON (1997)
 FE1393
 FE1393                         *CURRENT SURVEY CONTROL
 FE1393  ___________________________________________________________________
 FE1393* NAD 83(1986)-  35 19 40.     (N)    089 55 26.     (W)     SCALED    
 FE1393* NAVD 88     -        78.378  (meters)     257.15   (feet)  ADJUSTED  
 FE1393  ___________________________________________________________________
 FE1393  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1393  DYNAMIC HT  -          78.308 (meters)     256.92  (feet)  COMP
 FE1393  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FE1393
 FE1393  VERT ORDER  -  FIRST     CLASS I
 FE1393
 FE1393.The horizontal coordinates were scaled from a topographic map and have
 FE1393.an estimated accuracy of +/- 6 seconds.
 FE1393
 FE1393.The orthometric height was determined by differential leveling
 FE1393.and adjusted by the National Geodetic Survey in June 1991..
 FE1393
 FE1393.The geoid height was determined by GEOID03.
 FE1393
 FE1393.The dynamic height is computed by dividing the NAVD 88
 FE1393.geopotential number by the normal gravity value computed on the
 FE1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1393.degrees latitude (g = 980.6199 gals.).
 FE1393
 FE1393.The modeled gravity was interpolated from observed gravity values.
 FE1393
 FE1393;                    North         East    Units  Estimated Accuracy
 FE1393;SPC TN       -   117,490.      243,330.      MT  (+/- 180 meters Scaled)
 FE1393
 FE1393                          SUPERSEDED SURVEY CONTROL
 FE1393
 FE1393  NGVD 29 (??/??/??)   78.336  (m)          257.01   (f) ADJUSTED    1 1
 FE1393
 FE1393.Superseded values are not recommended for survey control.
 FE1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1393.See file dsdata.txt to determine how the superseded data were derived.
 FE1393
 FE1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE342133(NAD 83)
 FE1393_MARKER: DB = BENCH MARK DISK
 FE1393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1393_SP_SET: BRIDGE
 FE1393_STAMPING: U 261 1974
 FE1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1393+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1393
 FE1393  HISTORY     - Date     Condition        Report By
 FE1393  HISTORY     - 1974     MONUMENTED       NGS
 FE1393  HISTORY     - 20021007 GOOD             USACE
 FE1393
 FE1393                          STATION DESCRIPTION
 FE1393
 FE1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1393'1.2 MI SW FROM MILLINGTON.
 FE1393'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1393'WITH NAVY ROAD AT MILLINGTON, AT THE SOUTHWEST END OF THE LOWER
 FE1393'ONE OF 2 CONCRETE HIGHWAY BRIDGES OVER A WIDE SHALLOW DITCH, 21.8
 FE1393'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST LANE OF THE
 FE1393'HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 FE1393'CONCRETE SEAT OF BRIDGE, 4.6 FEET SOUTHEAST OF THE SOUTHEAST
 FE1393'BANNISTER, 2 FEET BELOW HIGHWAY.
 FE1393
 FE1393                          STATION RECOVERY (2002)
 FE1393
 FE1393'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1730 ***********************************************************************
 FE1730  DESIGNATION -  U 262
 FE1730  PID         -  FE1730
 FE1730  STATE/COUNTY-  TN/TIPTON
 FE1730  USGS QUAD   -  COVINGTON (1983)
 FE1730
 FE1730                         *CURRENT SURVEY CONTROL
 FE1730  ___________________________________________________________________
 FE1730* NAD 83(1986)-  35 35 49.     (N)    089 37 50.     (W)     SCALED    
 FE1730* NAVD 88     -        91.046  (meters)     298.71   (feet)  ADJUSTED  
 FE1730  ___________________________________________________________________
 FE1730  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1730  DYNAMIC HT  -          90.969 (meters)     298.45  (feet)  COMP
 FE1730  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 FE1730
 FE1730  VERT ORDER  -  FIRST     CLASS I
 FE1730
 FE1730.The horizontal coordinates were scaled from a topographic map and have
 FE1730.an estimated accuracy of +/- 6 seconds.
 FE1730
 FE1730.The orthometric height was determined by differential leveling
 FE1730.and adjusted by the National Geodetic Survey in June 1991..
 FE1730
 FE1730.The geoid height was determined by GEOID03.
 FE1730
 FE1730.The dynamic height is computed by dividing the NAVD 88
 FE1730.geopotential number by the normal gravity value computed on the
 FE1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1730.degrees latitude (g = 980.6199 gals.).
 FE1730
 FE1730.The modeled gravity was interpolated from observed gravity values.
 FE1730
 FE1730;                    North         East    Units  Estimated Accuracy
 FE1730;SPC TN       -   146,300.      271,090.      MT  (+/- 180 meters Scaled)
 FE1730
 FE1730                          SUPERSEDED SURVEY CONTROL
 FE1730
 FE1730  NGVD 29 (??/??/??)   91.012  (m)          298.60   (f) ADJUSTED    1 1
 FE1730
 FE1730.Superseded values are not recommended for survey control.
 FE1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1730.See file dsdata.txt to determine how the superseded data were derived.
 FE1730
 FE1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE616424(NAD 83)
 FE1730_MARKER: DB = BENCH MARK DISK
 FE1730_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1730_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1730_STAMPING: U 262 1974
 FE1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1730
 FE1730  HISTORY     - Date     Condition        Report By
 FE1730  HISTORY     - 1974     MONUMENTED       NGS
 FE1730  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1730
 FE1730                          STATION DESCRIPTION
 FE1730
 FE1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1730'2.4 MI NE FROM COVINGTON.
 FE1730'ABOUT 2.4 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1730'STATION AT COVINGTON, 0.2 MILE NORTHEAST OF MILEPOST 350, 94 1/2
 FE1730'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF NORTHWEST TRACK
 FE1730'AND AN ASPHALT ROAD, 80 FEET WEST OF THE WEST RAIL OF WEST TRACK,
 FE1730'42 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD, 38.6 FEET
 FE1730'WEST OF A TELEPHONE POLE, 33.8 FEET SOUTHWEST OF A TELEPHONE CABLE
 FE1730'PEDESTEL 25-E1, 1.4 FEET EAST OF A FENCE, 0.8 FOOT WEST OF A METAL
 FE1730'WITNESS POST, 1 1/2 FEET ABOVE RAILS AND ON THE TOP OF A 4-FOOT
 FE1730'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 FE1730'THE DISK IS FLUSH WITH THE GROUND AND PROTECTED IN A 4-INCH
 FE1730'PLASTIC PIPE PROJECTING 2-INCHES.  NOTE-- ALSO, 86 YARDS (P) EAST
 FE1730'OF THE CENTER LINE OF PRESENT LOCATION OF U.S. HIGHWAY 51.
 FE1730
 FE1730                          STATION RECOVERY (2002)
 FE1730
 FE1730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1111 ***********************************************************************
 GD1111  DESIGNATION -  U 264
 GD1111  PID         -  GD1111
 GD1111  STATE/COUNTY-  TN/DYER
 GD1111  USGS QUAD   -  DYERSBURG (1983)
 GD1111
 GD1111                         *CURRENT SURVEY CONTROL
 GD1111  ___________________________________________________________________
 GD1111* NAD 83(1986)-  36 04 19.     (N)    089 23 50.     (W)     SCALED    
 GD1111* NAVD 88     -        99.152  (meters)     325.30   (feet)  ADJUSTED  
 GD1111  ___________________________________________________________________
 GD1111  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1111  DYNAMIC HT  -          99.068 (meters)     325.03  (feet)  COMP
 GD1111  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1111
 GD1111  VERT ORDER  -  FIRST     CLASS I
 GD1111
 GD1111.The horizontal coordinates were scaled from a topographic map and have
 GD1111.an estimated accuracy of +/- 6 seconds.
 GD1111
 GD1111.The orthometric height was determined by differential leveling
 GD1111.and adjusted by the National Geodetic Survey in June 1991..
 GD1111
 GD1111.The geoid height was determined by GEOID03.
 GD1111
 GD1111.The dynamic height is computed by dividing the NAVD 88
 GD1111.geopotential number by the normal gravity value computed on the
 GD1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1111.degrees latitude (g = 980.6199 gals.).
 GD1111
 GD1111.The modeled gravity was interpolated from observed gravity values.
 GD1111
 GD1111;                    North         East    Units  Estimated Accuracy
 GD1111;SPC TN       -   198,210.      294,050.      MT  (+/- 180 meters Scaled)
 GD1111
 GD1111                          SUPERSEDED SURVEY CONTROL
 GD1111
 GD1111  NGVD 29 (??/??/??)   99.081  (m)          325.07   (f) ADJUSTED    1 1
 GD1111
 GD1111.Superseded values are not recommended for survey control.
 GD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1111.See file dsdata.txt to determine how the superseded data were derived.
 GD1111
 GD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE841945(NAD 83)
 GD1111_MARKER: DB = BENCH MARK DISK
 GD1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1111_SP_SET: BRIDGE
 GD1111_STAMPING: U 264 1974
 GD1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1111+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1111
 GD1111  HISTORY     - Date     Condition        Report By
 GD1111  HISTORY     - 1974     MONUMENTED       NGS
 GD1111  HISTORY     - 20020730 GOOD             USACE
 GD1111
 GD1111                          STATION DESCRIPTION
 GD1111
 GD1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1111'0.95 MI N FROM DYERSBURG.
 GD1111'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 78, FROM ITS INTERSECTION
 GD1111'WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 GD1111'OF A 35.7 FOOT BRIDGE NO. 23-78-263, 88.2 FEET NORTHWEST OF AND ACROSS
 GD1111'HIGHWAY FROM A TELEPHONE POLE WITH CONTROL BOX, 19 FEET WEST OF THE
 GD1111'CENTER LINE OF THE HIGHWAY, 0.5 FOOT ABOVE HIGHWAY.
 GD1111
 GD1111                          STATION RECOVERY (2002)
 GD1111
 GD1111'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1159 ***********************************************************************
 GD1159  DESIGNATION -  U 265
 GD1159  PID         -  GD1159
 GD1159  STATE/COUNTY-  TN/LAKE
 GD1159  USGS QUAD   -  TIPTONVILLE (1981)
 GD1159
 GD1159                         *CURRENT SURVEY CONTROL
 GD1159  ___________________________________________________________________
 GD1159* NAD 83(1986)-  36 25 21.     (N)    089 25 57.     (W)     SCALED    
 GD1159* NAVD 88     -        87.926  (meters)     288.47   (feet)  ADJUSTED  
 GD1159  ___________________________________________________________________
 GD1159  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1159  DYNAMIC HT  -          87.855 (meters)     288.24  (feet)  COMP
 GD1159  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 GD1159
 GD1159  VERT ORDER  -  FIRST     CLASS I
 GD1159
 GD1159.The horizontal coordinates were scaled from a topographic map and have
 GD1159.an estimated accuracy of +/- 6 seconds.
 GD1159
 GD1159.The orthometric height was determined by differential leveling
 GD1159.and adjusted by the National Geodetic Survey in June 1991..
 GD1159
 GD1159.The geoid height was determined by GEOID03.
 GD1159
 GD1159.The dynamic height is computed by dividing the NAVD 88
 GD1159.geopotential number by the normal gravity value computed on the
 GD1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1159.degrees latitude (g = 980.6199 gals.).
 GD1159
 GD1159.The modeled gravity was interpolated from observed gravity values.
 GD1159
 GD1159;                    North         East    Units  Estimated Accuracy
 GD1159;SPC TN       -   237,190.      292,240.      MT  (+/- 180 meters Scaled)
 GD1159
 GD1159                          SUPERSEDED SURVEY CONTROL
 GD1159
 GD1159  NGVD 29 (??/??/??)   87.855  (m)          288.24   (f) ADJUSTED    1 1
 GD1159
 GD1159.Superseded values are not recommended for survey control.
 GD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1159.See file dsdata.txt to determine how the superseded data were derived.
 GD1159
 GD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF819335(NAD 83)
 GD1159_MARKER: DB = BENCH MARK DISK
 GD1159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD1159_SP_SET: CULVERT
 GD1159_STAMPING: U 265 1974
 GD1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1159+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD1159
 GD1159  HISTORY     - Date     Condition        Report By
 GD1159  HISTORY     - 1974     MONUMENTED       NGS
 GD1159  HISTORY     - 20020801 GOOD             USACE
 GD1159
 GD1159                          STATION DESCRIPTION
 GD1159
 GD1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1159'3.65 MI NE FROM TIPTONVILLE.
 GD1159'ABOUT 3.65 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS
 GD1159'INTERSECTION WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, ABOUT 0.10
 GD1159'MILE SOUTHWEST OF A BLACKTOP ROAD LEADING WEST AND A DIRT ROAD LEADING
 GD1159'EAST, SET IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF AN 8-FOOT
 GD1159'BOX CULVERT, WITH WINGWALLS, UNDER STATE HIGHWAY 78, 17.6 FEET
 GD1159'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 174.8 FEET
 GD1159'SOUTH-SOUTHWEST OF A POWER POLE AND 1 FOOT BELOW LEVEL OF THE HIGHWAY.
 GD1159
 GD1159                          STATION RECOVERY (2002)
 GD1159
 GD1159'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1370 ***********************************************************************
 GC1370  DESIGNATION -  U 27
 GC1370  PID         -  GC1370
 GC1370  STATE/COUNTY-  TN/DICKSON
 GC1370  USGS QUAD   -  DICKSON (1986)
 GC1370
 GC1370                         *CURRENT SURVEY CONTROL
 GC1370  ___________________________________________________________________
 GC1370* NAD 83(1986)-  36 05 37.     (N)    087 29 49.     (W)     SCALED    
 GC1370* NAVD 88     -       250.405  (meters)     821.54   (feet)  ADJUSTED  
 GC1370  ___________________________________________________________________
 GC1370  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1370  DYNAMIC HT  -         250.186 (meters)     820.82  (feet)  COMP
 GC1370  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 GC1370
 GC1370  VERT ORDER  -  FIRST     CLASS II
 GC1370
 GC1370.The horizontal coordinates were scaled from a topographic map and have
 GC1370.an estimated accuracy of +/- 6 seconds.
 GC1370
 GC1370.The orthometric height was determined by differential leveling
 GC1370.and adjusted by the National Geodetic Survey in June 1991..
 GC1370
 GC1370.The geoid height was determined by GEOID03.
 GC1370
 GC1370.The dynamic height is computed by dividing the NAVD 88
 GC1370.geopotential number by the normal gravity value computed on the
 GC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1370.degrees latitude (g = 980.6199 gals.).
 GC1370
 GC1370.The modeled gravity was interpolated from observed gravity values.
 GC1370
 GC1370;                    North         East    Units  Estimated Accuracy
 GC1370;SPC TN       -   196,330.      465,200.      MT  (+/- 180 meters Scaled)
 GC1370
 GC1370                          SUPERSEDED SURVEY CONTROL
 GC1370
 GC1370  NGVD 29 (??/??/92)  250.403  (m)          821.53   (f) ADJ UNCH    1 2
 GC1370
 GC1370.Superseded values are not recommended for survey control.
 GC1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1370.See file dsdata.txt to determine how the superseded data were derived.
 GC1370
 GC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE552944(NAD 83)
 GC1370_MARKER: DB = BENCH MARK DISK
 GC1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1370_STAMPING: 821.816 U 27 1934
 GC1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1370+STABILITY: SURFACE MOTION
 GC1370
 GC1370  HISTORY     - Date     Condition        Report By
 GC1370  HISTORY     - 1934     MONUMENTED       CGS
 GC1370  HISTORY     - 1948     GOOD             NGS
 GC1370
 GC1370                          STATION DESCRIPTION
 GC1370
 GC1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1370'1 MI E FROM TENNESSEE CITY.
 GC1370'1.0 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1370'RAILWAY FROM THE STATION AT TENNESSEE CITY, IN THE NORTHWEST
 GC1370'ANGLE OF A GRAVEL ROAD CROSSING, 56.5 FEET NORTHWEST OF THE
 GC1370'CENTER OF THE CROSSING, 38 FEET NORTHWEST OF THE WEST END OF AN
 GC1370'18-INCH PIPE CULVERT UNDER THE ROAD, 37.5 FEET NORTH OF THE NORTH
 GC1370'RAIL OF THE TRACK, 98 FEET NORTHEAST OF THE EAST END OF TENNESSEE
 GC1370'CITY SIDING, 32 FEET WEST-NORTHWEST OF A CROSSING WARNING SIGN, 2
 GC1370'FEET EAST OF POLE 48+23, 1 1/2 FEET WEST OF A WHITE WOODEN
 GC1370'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 GC1370'OF A CONCRETE POST PROJECTING 6 INCHES BELOW THE SURFACE OF THE
 GC1370'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0696 ***********************************************************************
 FD0696  DESIGNATION -  U 29
 FD0696  PID         -  FD0696
 FD0696  STATE/COUNTY-  TN/HICKMAN
 FD0696  USGS QUAD   -  GREENFIELD BEND (1979)
 FD0696
 FD0696                         *CURRENT SURVEY CONTROL
 FD0696  ___________________________________________________________________
 FD0696* NAD 83(1986)-  35 44 28.     (N)    087 17 55.     (W)     SCALED    
 FD0696* NAVD 88     -       156.744  (meters)     514.25   (feet)  ADJUSTED  
 FD0696  ___________________________________________________________________
 FD0696  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FD0696  DYNAMIC HT  -         156.605 (meters)     513.79  (feet)  COMP
 FD0696  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FD0696
 FD0696  VERT ORDER  -  SECOND    CLASS 0
 FD0696
 FD0696.The horizontal coordinates were scaled from a topographic map and have
 FD0696.an estimated accuracy of +/- 6 seconds.
 FD0696
 FD0696.The orthometric height was determined by differential leveling
 FD0696.and adjusted by the National Geodetic Survey in June 1991..
 FD0696
 FD0696.The geoid height was determined by GEOID03.
 FD0696
 FD0696.The dynamic height is computed by dividing the NAVD 88
 FD0696.geopotential number by the normal gravity value computed on the
 FD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0696.degrees latitude (g = 980.6199 gals.).
 FD0696
 FD0696.The modeled gravity was interpolated from observed gravity values.
 FD0696
 FD0696;                    North         East    Units  Estimated Accuracy
 FD0696;SPC TN       -   156,970.      482,540.      MT  (+/- 180 meters Scaled)
 FD0696
 FD0696                          SUPERSEDED SURVEY CONTROL
 FD0696
 FD0696  NGVD 29 (??/??/92)  156.730  (m)          514.21   (f) ADJ UNCH    2 0
 FD0696
 FD0696.Superseded values are not recommended for survey control.
 FD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0696.See file dsdata.txt to determine how the superseded data were derived.
 FD0696
 FD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE729552(NAD 83)
 FD0696_MARKER: DB = BENCH MARK DISK
 FD0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0696_STAMPING: U 29 1934
 FD0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0696+STABILITY: SURFACE MOTION
 FD0696
 FD0696  HISTORY     - Date     Condition        Report By
 FD0696  HISTORY     - 1934     MONUMENTED       CGS
 FD0696  HISTORY     - 1937     GOOD             NGS
 FD0696
 FD0696                          STATION DESCRIPTION
 FD0696
 FD0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 FD0696'12.4 MI SE FROM CENTERVILLE.
 FD0696'12.4 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM CENTERVILLE,
 FD0696'AT A CURVE, ABOUT 150 FEET WEST OF A WOODEN BRIDGE OVER A SMALL
 FD0696'CREEK, AT THE JUNCTION OF A ROAD LEADING SOUTH, 40 FEET SOUTH OF THE
 FD0696'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF
 FD0696'THE ROAD, 4 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE
 FD0696'FENCE.  A STANDARD DISK, STAMPED U 29 1934 AND SET IN THE TOP
 FD0696'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2392 ***********************************************************************
 FB2392  DESIGNATION -  U 292
 FB2392  PID         -  FB2392
 FB2392  STATE/COUNTY-  TN/BLOUNT
 FB2392  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2392
 FB2392                         *CURRENT SURVEY CONTROL
 FB2392  ___________________________________________________________________
 FB2392* NAD 83(1986)-  35 44 57.     (N)    083 58 36.     (W)     SCALED    
 FB2392* NAVD 88     -       293.988  (meters)     964.53   (feet)  ADJUSTED  
 FB2392  ___________________________________________________________________
 FB2392  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB2392  DYNAMIC HT  -         293.710 (meters)     963.61  (feet)  COMP
 FB2392  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FB2392
 FB2392  VERT ORDER  -  FIRST     CLASS II
 FB2392
 FB2392.The horizontal coordinates were scaled from a topographic map and have
 FB2392.an estimated accuracy of +/- 6 seconds.
 FB2392
 FB2392.The orthometric height was determined by differential leveling
 FB2392.and adjusted by the National Geodetic Survey in June 1991..
 FB2392
 FB2392.The geoid height was determined by GEOID03.
 FB2392
 FB2392.The dynamic height is computed by dividing the NAVD 88
 FB2392.geopotential number by the normal gravity value computed on the
 FB2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2392.degrees latitude (g = 980.6199 gals.).
 FB2392
 FB2392.The modeled gravity was interpolated from observed gravity values.
 FB2392
 FB2392;                    North         East    Units  Estimated Accuracy
 FB2392;SPC TN       -   158,980.      782,990.      MT  (+/- 180 meters Scaled)
 FB2392
 FB2392                          SUPERSEDED SURVEY CONTROL
 FB2392
 FB2392  NGVD 29 (12/12/91)  294.108  (m)          964.92   (f) ADJUSTED    1 2
 FB2392
 FB2392.Superseded values are not recommended for survey control.
 FB2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2392.See file dsdata.txt to determine how the superseded data were derived.
 FB2392
 FB2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV308602(NAD 83)
 FB2392_MARKER: I = METAL ROD
 FB2392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2392_SP_SET: STAINLESS STEEL ROD
 FB2392_STAMPING: U 292 1983
 FB2392_MARK LOGO: NGS   
 FB2392_PROJECTION: FLUSH
 FB2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2392_ROD/PIPE-DEPTH: 13.1 meters
 FB2392
 FB2392  HISTORY     - Date     Condition        Report By
 FB2392  HISTORY     - 1983     MONUMENTED       NGS
 FB2392
 FB2392                          STATION DESCRIPTION
 FB2392
 FB2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2392'IN MARYVILLE.
 FB2392'IN MARYVILLE, ALONG U.S. HIGHWAYS 129 AND 441, AT THE INTERSECTION OF
 FB2392'POPLAR STREET AND NEAR THE NORTHWEST CORNER OF THE MARYVILLE HIGH
 FB2392'SCHOOL, 99.82 METERS (327.5 FT) SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST
 FB2392'CURB OF THE HIGHWAY, 14.63 METERS (48.0 FT) SOUTHWEST OF THE CENTER OF
 FB2392'POPLAR STREET, 9.72 METERS (31.9 FT) WEST OF A FIRE HYDRANT,
 FB2392'1.52 METERS (5.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 FB2392'BUILDING.
 FB2392'THE MARK IS 1.52 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1629 ***********************************************************************
 FC1629  DESIGNATION -  U 293
 FC1629  PID         -  FC1629
 FC1629  STATE/COUNTY-  TN/HAMILTON
 FC1629  USGS QUAD   -  WAUHATCHIE (1976)
 FC1629
 FC1629                         *CURRENT SURVEY CONTROL
 FC1629  ___________________________________________________________________
 FC1629* NAD 83(1986)-  35 00 32.     (N)    085 23 28.     (W)     SCALED    
 FC1629* NAVD 88     -       204.244  (meters)     670.09   (feet)  ADJUSTED  
 FC1629  ___________________________________________________________________
 FC1629  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FC1629  DYNAMIC HT  -         204.041 (meters)     669.42  (feet)  COMP
 FC1629  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 FC1629
 FC1629  VERT ORDER  -  FIRST     CLASS II
 FC1629
 FC1629.The horizontal coordinates were scaled from a topographic map and have
 FC1629.an estimated accuracy of +/- 6 seconds.
 FC1629
 FC1629.The orthometric height was determined by differential leveling
 FC1629.and adjusted by the National Geodetic Survey in June 1991..
 FC1629
 FC1629.The geoid height was determined by GEOID03.
 FC1629
 FC1629.The dynamic height is computed by dividing the NAVD 88
 FC1629.geopotential number by the normal gravity value computed on the
 FC1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1629.degrees latitude (g = 980.6199 gals.).
 FC1629
 FC1629.The modeled gravity was interpolated from observed gravity values.
 FC1629
 FC1629;                    North         East    Units  Estimated Accuracy
 FC1629;SPC TN       -    75,130.      655,580.      MT  (+/- 180 meters Scaled)
 FC1629
 FC1629                          SUPERSEDED SURVEY CONTROL
 FC1629
 FC1629.No superseded survey control is available for this station.
 FC1629
 FC1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD468752(NAD 83)
 FC1629_MARKER: I = METAL ROD
 FC1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1629_SP_SET: STAINLESS STEEL ROD
 FC1629_STAMPING: U 293 1983
 FC1629_MARK LOGO: NGS   
 FC1629_PROJECTION: FLUSH
 FC1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1629_ROD/PIPE-DEPTH: 5.5  meters
 FC1629
 FC1629  HISTORY     - Date     Condition        Report By
 FC1629  HISTORY     - 1983     MONUMENTED       NGS
 FC1629  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 FC1629  HISTORY     - 20030708 MARK NOT FOUND   GADT
 FC1629
 FC1629                          STATION DESCRIPTION
 FC1629
 FC1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1629'2.9 KM (1.8 MI) SW FROM TIFTONIA.
 FC1629'1.4 KM (0.9 MI) WEST ALONG U.S. HIGHWAY 41, 64, 72, AND 11 FROM THE
 FC1629'POST OFFICE (LOOKOUT VALLEY DRUGSTORE) IN TIFTONIA, THENCE 1.4 KM
 FC1629'(0.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 11, 12.56 METERS (41.2 FT)
 FC1629'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.97 METERS
 FC1629'(36.0 FT) NORTH OF THE CENTER OF A 24-INCH DIAMETER TREE, 7.31 METERS
 FC1629'(24.0 FT) SOUTHWEST OF THE CENTER OF A DIM TRACK ROAD LEADING EAST,
 FC1629'AND 1.46 METERS (4.8 FT) SOUTHWEST OF THE NORTHERNMOST ONE OF FIVE
 FC1629'WOODEN SUPPORT POLES FOR A BILLBOARD SIGN.  NOTE, THE ROD WAS DRIVEN
 FC1629'TO REFUSAL.
 FC1629'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 FC1629'THE MARK IS 0.9 M BELOW HIGHWAY.
 FC1629
 FC1629                          STATION RECOVERY (1998)
 FC1629
 FC1629'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1629'MARK NOT FOUND.
 FC1629
 FC1629                          STATION RECOVERY (2003)
 FC1629
 FC1629'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 FC1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1631 ***********************************************************************
 FC1631  DESIGNATION -  U 294
 FC1631  PID         -  FC1631
 FC1631  STATE/COUNTY-  TN/HAMILTON
 FC1631  USGS QUAD   -  CHATTANOOGA (1976)
 FC1631
 FC1631                         *CURRENT SURVEY CONTROL
 FC1631  ___________________________________________________________________
 FC1631* NAD 83(1986)-  35 01 37.     (N)    085 18 38.     (W)     SCALED    
 FC1631* NAVD 88     -       203.020  (meters)     666.07   (feet)  ADJUSTED  
 FC1631  ___________________________________________________________________
 FC1631  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1631  DYNAMIC HT  -         202.819 (meters)     665.42  (feet)  COMP
 FC1631  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 FC1631
 FC1631  VERT ORDER  -  FIRST     CLASS II
 FC1631
 FC1631.The horizontal coordinates were scaled from a topographic map and have
 FC1631.an estimated accuracy of +/- 6 seconds.
 FC1631
 FC1631.The orthometric height was determined by differential leveling
 FC1631.and adjusted by the National Geodetic Survey in June 1991..
 FC1631
 FC1631.The geoid height was determined by GEOID03.
 FC1631
 FC1631.The dynamic height is computed by dividing the NAVD 88
 FC1631.geopotential number by the normal gravity value computed on the
 FC1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1631.degrees latitude (g = 980.6199 gals.).
 FC1631
 FC1631.The modeled gravity was interpolated from observed gravity values.
 FC1631
 FC1631;                    North         East    Units  Estimated Accuracy
 FC1631;SPC TN       -    77,180.      662,920.      MT  (+/- 180 meters Scaled)
 FC1631
 FC1631                          SUPERSEDED SURVEY CONTROL
 FC1631
 FC1631.No superseded survey control is available for this station.
 FC1631
 FC1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD541773(NAD 83)
 FC1631_MARKER: I = METAL ROD
 FC1631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1631_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1631_STAMPING: U 294 1983
 FC1631_MARK LOGO: NGS   
 FC1631_PROJECTION: RECESSED 3 CENTIMETERS
 FC1631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1631+STABILITY: POSITION/ELEVATION WELL
 FC1631_ROD/PIPE-DEPTH: 12.8 meters
 FC1631_SLEEVE-DEPTH  : 3.0 meters
 FC1631
 FC1631  HISTORY     - Date     Condition        Report By
 FC1631  HISTORY     - 1983     MONUMENTED       NGS
 FC1631  HISTORY     - 19980718 GOOD             USPSQD
 FC1631
 FC1631                          STATION DESCRIPTION
 FC1631
 FC1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1631'IN CHATTANOOGA.
 FC1631'IN CHATTANOOGA, AT THE HOWARD PUBLIC SCHOOL THAT IS LOCATED ABOUT
 FC1631'0.2 KM (0.1 MI) SOUTH ALONG SOUTH MARKET STREET FROM THE HIGHWAY
 FC1631'OVERPASS OF INTERSTATE HIGHWAY 24 AND AT THE JUNCTION OF EAST
 FC1631'TWENTYFIFTH STREET, IN THE NORTH LAWN BY THE FLAG POLE, 32.76 METERS
 FC1631'(107.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE PUBLIC LIBRARY
 FC1631'THAT IS PART OF THE SCHOOL BUILDING, 12.95 METERS (42.5 FT) NORTH OF
 FC1631'THE CENTER OF TWO DOORS OF THE THIRD ONE OF FIVE ENTRANCES LEADING TO
 FC1631'THE HIGH SCHOOL GYMNASIUM, 28.34 METERS (93.0 FT) EAST OF THE EAST
 FC1631'CURB OF SOUTH MARKET STREET, 21.64 METERS (71.0 FT) SOUTH OF THE SOUTH
 FC1631'CURB OF EAST TWENTYFIFTH STREET, 7.92 METERS (26.0 FT) WEST OF THE
 FC1631'WEST EDGE OF THE CENTER ONE OF THREE SIDEWALKS LEADING TO THE
 FC1631'GYMNASIUM, AND 2.59 METERS (8.5 FT) EAST OF THE FLAG POLE.
 FC1631'THE MARK IS 0.30 M ABOVE STREET.
 FC1631
 FC1631                          STATION RECOVERY (1998)
 FC1631
 FC1631'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2382 ***********************************************************************
 FB2382  DESIGNATION -  U 295
 FB2382  PID         -  FB2382
 FB2382  STATE/COUNTY-  TN/BLOUNT
 FB2382  USGS QUAD   -  CALDERWOOD (1964)
 FB2382
 FB2382                         *CURRENT SURVEY CONTROL
 FB2382  ___________________________________________________________________
 FB2382* NAD 83(1986)-  35 30 21.     (N)    083 57 15.     (W)     SCALED    
 FB2382* NAVD 88     -       548.227  (meters)    1798.64   (feet)  ADJUSTED  
 FB2382  ___________________________________________________________________
 FB2382  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FB2382  DYNAMIC HT  -         547.696 (meters)    1796.90  (feet)  COMP
 FB2382  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FB2382
 FB2382  VERT ORDER  -  FIRST     CLASS II
 FB2382
 FB2382.The horizontal coordinates were scaled from a topographic map and have
 FB2382.an estimated accuracy of +/- 6 seconds.
 FB2382
 FB2382.The orthometric height was determined by differential leveling
 FB2382.and adjusted by the National Geodetic Survey in June 1991..
 FB2382
 FB2382.The geoid height was determined by GEOID03.
 FB2382
 FB2382.The dynamic height is computed by dividing the NAVD 88
 FB2382.geopotential number by the normal gravity value computed on the
 FB2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2382.degrees latitude (g = 980.6199 gals.).
 FB2382
 FB2382.The modeled gravity was interpolated from observed gravity values.
 FB2382
 FB2382;                    North         East    Units  Estimated Accuracy
 FB2382;SPC TN       -   132,030.      785,580.      MT  (+/- 180 meters Scaled)
 FB2382
 FB2382                          SUPERSEDED SURVEY CONTROL
 FB2382
 FB2382  NGVD 29 (12/12/91)  548.340  (m)         1799.01   (f) ADJUSTED    1 2
 FB2382
 FB2382.Superseded values are not recommended for survey control.
 FB2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2382.See file dsdata.txt to determine how the superseded data were derived.
 FB2382
 FB2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320331(NAD 83)
 FB2382_MARKER: I = METAL ROD
 FB2382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2382_SP_SET: STAINLESS STEEL ROD
 FB2382_STAMPING: U 295 1983
 FB2382_MARK LOGO: NGS   
 FB2382_PROJECTION: FLUSH
 FB2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2382_ROD/PIPE-DEPTH: 7.6  meters
 FB2382
 FB2382  HISTORY     - Date     Condition        Report By
 FB2382  HISTORY     - 1983     MONUMENTED       NGS
 FB2382
 FB2382                          STATION DESCRIPTION
 FB2382
 FB2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2382'12.0 KM (7.45 MI) NW FROM DEALS GAP NC.
 FB2382'12.0 KM (7.45 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION
 FB2382'OF STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON LEFT, UNDER A
 FB2382'HIGH POWER TRANSMISSION LINE, 6.64 METERS (21.8 FT) SOUTHEAST OF THE
 FB2382'CENTERLINE OF THE HIGHWAY, 0.64 METER (2.1 FT) NORTH-NORTHEAST OF A
 FB2382'WOODEN POST PROJECTING 0.91 METER (3.0 FT).
 FB2382'THE MARK IS 0.37 METERS  NW FROM A WITNESS POST.
 FB2382'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2131 ***********************************************************************
 FE2131  DESIGNATION -  U 297
 FE2131  PID         -  FE2131
 FE2131  STATE/COUNTY-  TN/MCNAIRY
 FE2131  USGS QUAD   -  POCAHONTAS (1950)
 FE2131
 FE2131                         *CURRENT SURVEY CONTROL
 FE2131  ___________________________________________________________________
 FE2131* NAD 83(1986)-  35 03 42.     (N)    088 46 07.     (W)     SCALED    
 FE2131* NAVD 88     -       167.668  (meters)     550.09   (feet)  ADJUSTED  
 FE2131  ___________________________________________________________________
 FE2131  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2131  DYNAMIC HT  -         167.508 (meters)     549.57  (feet)  COMP
 FE2131  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FE2131
 FE2131  VERT ORDER  -  FIRST     CLASS II
 FE2131
 FE2131.The horizontal coordinates were scaled from a topographic map and have
 FE2131.an estimated accuracy of +/- 6 seconds.
 FE2131
 FE2131.The orthometric height was determined by differential leveling
 FE2131.and adjusted by the National Geodetic Survey in June 1991..
 FE2131
 FE2131.The geoid height was determined by GEOID03.
 FE2131
 FE2131.The dynamic height is computed by dividing the NAVD 88
 FE2131.geopotential number by the normal gravity value computed on the
 FE2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2131.degrees latitude (g = 980.6199 gals.).
 FE2131
 FE2131.The modeled gravity was interpolated from observed gravity values.
 FE2131
 FE2131;                    North         East    Units  Estimated Accuracy
 FE2131;SPC TN       -    84,380.      347,470.      MT  (+/- 180 meters Scaled)
 FE2131
 FE2131                          SUPERSEDED SURVEY CONTROL
 FE2131
 FE2131.No superseded survey control is available for this station.
 FE2131
 FE2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD387813(NAD 83)
 FE2131_MARKER: I = METAL ROD
 FE2131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2131_SP_SET: STAINLESS STEEL ROD
 FE2131_STAMPING: U 297 1983
 FE2131_MARK LOGO: NGS   
 FE2131_PROJECTION: FLUSH
 FE2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2131+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2131_ROD/PIPE-DEPTH: 8.53 meters
 FE2131
 FE2131  HISTORY     - Date     Condition        Report By
 FE2131  HISTORY     - 1983     MONUMENTED       NGS
 FE2131  HISTORY     - 20020919 GOOD             USACE
 FE2131
 FE2131                          STATION DESCRIPTION
 FE2131
 FE2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2131'4.5 KM (2.8 MI) EAST FROM POCAHONTAS.
 FE2131'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2131'POCAHONTAS, TO THE MARK ON THE LEFT, 9.02 METERS (29.6 FT) NORTH OF
 FE2131'THE CENTERLINE OF THE HIGHWAY, 7.86 METERS (25.8 FT) SOUTH OF A LARGE
 FE2131'PINE TREE, AND 0.61 METER (2.0 FT) EAST OF A POWERLINE POLE.
 FE2131'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2131'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2131
 FE2131                          STATION RECOVERY (2002)
 FE2131
 FE2131'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2131'MONUMENT IS 1.0 MILES E OF HARDEMAN AND MCNAIRY, TN COUNTY LINE. 55.7
 FE2131'FT NNE OF MILE MARKER 1 FOR HWY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2158 ***********************************************************************
 FE2158  DESIGNATION -  U 298
 FE2158  PID         -  FE2158
 FE2158  STATE/COUNTY-  TN/FAYETTE
 FE2158  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2158
 FE2158                         *CURRENT SURVEY CONTROL
 FE2158  ___________________________________________________________________
 FE2158* NAD 83(1986)-  35 02 56.     (N)    089 12 27.     (W)     SCALED    
 FE2158* NAVD 88     -       182.220  (meters)     597.83   (feet)  ADJUSTED  
 FE2158  ___________________________________________________________________
 FE2158  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2158  DYNAMIC HT  -         182.048 (meters)     597.27  (feet)  COMP
 FE2158  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FE2158
 FE2158  VERT ORDER  -  FIRST     CLASS II
 FE2158
 FE2158.The horizontal coordinates were scaled from a topographic map and have
 FE2158.an estimated accuracy of +/- 6 seconds.
 FE2158
 FE2158.The orthometric height was determined by differential leveling
 FE2158.and adjusted by the National Geodetic Survey in June 1991..
 FE2158
 FE2158.The geoid height was determined by GEOID03.
 FE2158
 FE2158.The dynamic height is computed by dividing the NAVD 88
 FE2158.geopotential number by the normal gravity value computed on the
 FE2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2158.degrees latitude (g = 980.6199 gals.).
 FE2158
 FE2158.The modeled gravity was interpolated from observed gravity values.
 FE2158
 FE2158;                    North         East    Units  Estimated Accuracy
 FE2158;SPC TN       -    84,190.      307,410.      MT  (+/- 180 meters Scaled)
 FE2158
 FE2158                          SUPERSEDED SURVEY CONTROL
 FE2158
 FE2158.No superseded survey control is available for this station.
 FE2158
 FE2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD986806(NAD 83)
 FE2158_MARKER: DB = BENCH MARK DISK
 FE2158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FE2158_SP_SET: CONCRETE PIER
 FE2158_STAMPING: U 298 1983
 FE2158_MARK LOGO: NGS   
 FE2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2158+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2158
 FE2158  HISTORY     - Date     Condition        Report By
 FE2158  HISTORY     - 1983     MONUMENTED       NGS
 FE2158  HISTORY     - 20020923 GOOD             USACE
 FE2158  HISTORY     - 20060506 GOOD             GEOCAC
 FE2158
 FE2158                          STATION DESCRIPTION
 FE2158
 FE2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2158'2.4 KM (1.5 MI) WEST FROM GRAND JUNCTION.
 FE2158'0.1 KM (0.05 MI) WEST ALONG CHARLESTON ROW FROM THE POST OFFICE IN
 FE2158'GRAND JUNCTION, TO THE INTERSECTION OF TIPPAH STREET, THENCE 0.2 KM
 FE2158'(0.1 MI) NORTH TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 1.9 KM
 FE2158'(1.2 MI) WEST ALONG STATE HIGHWAY 57 TO THE INTERSECTION WHERE STATE
 FE2158'HIGHWAY 18 MERGES WITH HIGHWAY 57, THENCE 0.2 KM (0.15 MI) SOUTH TO A
 FE2158'BRIDGE OVER THE RAILROAD AND THE MARK, A DISK SET VERTICALLY IN THE
 FE2158'NORTHEAST PIER OF THE BRIDGE, 5.79 METERS (19.0 FT) NORTH OF THE NORTH
 FE2158'RAIL OF THE RAILROAD TRACKS AND 1.43 METERS (4.7 FT) ABOVE THE GROUND.
 FE2158'THE MARK IS 4.57 M BELOW HIGHWAYS.
 FE2158
 FE2158                          STATION RECOVERY (2002)
 FE2158
 FE2158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2158'RECOVERED IN GOOD CONDITION.
 FE2158
 FE2158                          STATION RECOVERY (2006)
 FE2158
 FE2158'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2158'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2188 ***********************************************************************
 FE2188  DESIGNATION -  U 299
 FE2188  PID         -  FE2188
 FE2188  STATE/COUNTY-  TN/SHELBY
 FE2188  USGS QUAD   -  COLLIERVILLE (1965)
 FE2188
 FE2188                         *CURRENT SURVEY CONTROL
 FE2188  ___________________________________________________________________
 FE2188* NAD 83(1986)-  35 03 04.     (N)    089 43 55.     (W)     SCALED    
 FE2188* NAVD 88     -       108.826  (meters)     357.04   (feet)  ADJUSTED  
 FE2188  ___________________________________________________________________
 FE2188  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2188  DYNAMIC HT  -         108.725 (meters)     356.71  (feet)  COMP
 FE2188  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FE2188
 FE2188  VERT ORDER  -  FIRST     CLASS II
 FE2188
 FE2188.The horizontal coordinates were scaled from a topographic map and have
 FE2188.an estimated accuracy of +/- 6 seconds.
 FE2188
 FE2188.The orthometric height was determined by differential leveling
 FE2188.and adjusted by the National Geodetic Survey in June 1991..
 FE2188
 FE2188.The geoid height was determined by GEOID03.
 FE2188
 FE2188.The dynamic height is computed by dividing the NAVD 88
 FE2188.geopotential number by the normal gravity value computed on the
 FE2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2188.degrees latitude (g = 980.6199 gals.).
 FE2188
 FE2188.The modeled gravity was interpolated from observed gravity values.
 FE2188
 FE2188;                    North         East    Units  Estimated Accuracy
 FE2188;SPC TN       -    86,130.      259,600.      MT  (+/- 180 meters Scaled)
 FE2188
 FE2188                          SUPERSEDED SURVEY CONTROL
 FE2188
 FE2188.No superseded survey control is available for this station.
 FE2188
 FE2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD508821(NAD 83)
 FE2188_MARKER: I = METAL ROD
 FE2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2188_SP_SET: STAINLESS STEEL ROD
 FE2188_STAMPING: U 299 1983
 FE2188_MARK LOGO: NGS   
 FE2188_PROJECTION: FLUSH
 FE2188_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2188+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2188_ROD/PIPE-DEPTH: 6.70 meters
 FE2188
 FE2188  HISTORY     - Date     Condition        Report By
 FE2188  HISTORY     - 1983     MONUMENTED       NGS
 FE2188  HISTORY     - 19920114 GOOD             NGS
 FE2188  HISTORY     - 19950712 MARK NOT FOUND   TN1620
 FE2188  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 FE2188
 FE2188                          STATION DESCRIPTION
 FE2188
 FE2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2188'6.5 KM (4.05 MI) WEST FROM COLLIERVILLE.
 FE2188'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2188'0.2 KM (0.1 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2188'COLLIERVILLE, THENCE 1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 57 TO
 FE2188'THE MERGER WITH U.S. HIGHWAY 72, CONTINUE WESTERLY ON THE HIGHWAY FOR
 FE2188'4.4 KM (2.75 MI) TO THE JUNCTION OF WINCHESTER ROAD AND THE MARK IN
 FE2188'THE SOUTHEAST ANGLE OF THE INTERSECTION, 32.89 METERS (107.9 FT) SOUTH
 FE2188'OF THE CENTERLINE OF THE HIGHWAY, 14.81 METERS (48.6 FT) SOUTH OF THE
 FE2188'SOUTH RAIL OF THE RAILROAD TRACKS, 8.17 METERS (26.8 FT) EAST OF THE
 FE2188'CENTER OF WINCHESTER ROAD, 2.38 METERS (7.8 FT) EAST OF A POWERLINE
 FE2188'POLE WITH A TRANSFORMER AND TWO GUY WIRES, 0.85 METER (2.8 FT) SOUTH
 FE2188'OF A CORNER FENCE POST, AND 0.30 METER (1.0 FT) WEST OF THE FENCE.
 FE2188'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2188
 FE2188                          STATION RECOVERY (1992)
 FE2188
 FE2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2188'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2188'COLLIERVILLE, THENCE 6.3 KM (3.90 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2188'AND U.S. HIGHWAY 72 (POPULAR AVENUE), 30.7 M (100.7 FT) SOUTH OF THE
 FE2188'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT)
 FE2188'SOUTH OF THE NEAR RAIL OF THE SOUTHERN RAILROAD, 8.2 M (26.9 FT) EAST
 FE2188'OF THE CENTERLINE OF HOUSTON ROAD, 2.3 M (7.5 FT) NORTHEAST OF
 FE2188'UTILITY POLE NUMBER 23568, 1.4 M (4.6 FT) EAST-SOUTHEAST OF A GAS
 FE2188'PIPELINE VENT, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M
 FE2188'(1.0 FT) SOUTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT
 FE2188'IS THROUGH A 5-INCH LOGO CAP.
 FE2188
 FE2188                          STATION RECOVERY (1995)
 FE2188
 FE2188'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FE2188'MARK NOT FOUND.
 FE2188
 FE2188                          STATION RECOVERY (2006)
 FE2188
 FE2188'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2188'ROAD NAMES HAVE CHANGED SINCE 1983 DESCRIPTION.  MARK IS NOW AT THE
 FE2188'INTERSECTION OF HOUSTON LEVEE AND POPLAR AVE.  1992 TO REACH IS
 FE2188'ACCURATE.
 FE2188' 
 FE2188'FOUND WHAT APPEARS TO BE THE GAS VENT DESCRIBED, BUT IF IT IS THEN THE
 FE2188'MARK IS UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1767 ***********************************************************************
 FF1767  DESIGNATION -  U 300
 FF1767  PID         -  FF1767
 FF1767  STATE/COUNTY-  TN/SHELBY
 FF1767  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1767
 FF1767                         *CURRENT SURVEY CONTROL
 FF1767  ___________________________________________________________________
 FF1767* NAD 83(1986)-  35 06 54.     (N)    090 00 16.     (W)     SCALED    
 FF1767* NAVD 88     -        89.958  (meters)     295.14   (feet)  ADJUSTED  
 FF1767  ___________________________________________________________________
 FF1767  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF1767  DYNAMIC HT  -          89.875 (meters)     294.86  (feet)  COMP
 FF1767  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FF1767
 FF1767  VERT ORDER  -  FIRST     CLASS II
 FF1767
 FF1767.The horizontal coordinates were scaled from a topographic map and have
 FF1767.an estimated accuracy of +/- 6 seconds.
 FF1767
 FF1767.The orthometric height was determined by differential leveling
 FF1767.and adjusted by the National Geodetic Survey in June 1991..
 FF1767
 FF1767.The geoid height was determined by GEOID03.
 FF1767
 FF1767.The dynamic height is computed by dividing the NAVD 88
 FF1767.geopotential number by the normal gravity value computed on the
 FF1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1767.degrees latitude (g = 980.6199 gals.).
 FF1767
 FF1767.The modeled gravity was interpolated from observed gravity values.
 FF1767
 FF1767;                    North         East    Units  Estimated Accuracy
 FF1767;SPC TN       -    94,190.      235,050.      MT  (+/- 180 meters Scaled)
 FF1767
 FF1767                          SUPERSEDED SURVEY CONTROL
 FF1767
 FF1767.No superseded survey control is available for this station.
 FF1767
 FF1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730899(NAD 83)
 FF1767_MARKER: I = METAL ROD
 FF1767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF1767_SP_SET: STAINLESS STEEL ROD
 FF1767_STAMPING: U 300 1983
 FF1767_MARK LOGO: NGS   
 FF1767_PROJECTION: FLUSH
 FF1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1767+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF1767_ROD/PIPE-DEPTH: 11.0 meters
 FF1767
 FF1767  HISTORY     - Date     Condition        Report By
 FF1767  HISTORY     - 1983     MONUMENTED       NGS
 FF1767  HISTORY     - 19951212 GOOD             TN1620
 FF1767  HISTORY     - 20021030 GOOD             USACE
 FF1767
 FF1767                          STATION DESCRIPTION
 FF1767
 FF1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FF1767'IN MEMPHIS.
 FF1767'IN MEMPHIS, AT THE WEST ENTRANCE TO THE GLENVIEW PARK, 5.1 KM (3.2 MI)
 FF1767'WEST ALONG SOUTHERN ROAD TO THE JUNCTION OF LAMAR AVENUE, THENCE
 FF1767'0.2 KM (0.15 MI) SOUTH ALONG LAMAR AVENUE TO THE GLENVIEW PARK
 FF1767'ENTRANCE, THENCE 0.5 KM (0.3 MI) WEST ALONG THE PARK ROAD TO THE
 FF1767'INTERSECTION OF KYLE STREET AND THE MARK ON THE LEFT, 9.63 METERS
 FF1767'(31.6 FT) EAST OF THE CENTERLINE OF KYLE STREET, 11.89 METERS
 FF1767'(39.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE GLENVIEW PARK ROAD,
 FF1767'7.01 METERS (23.0 FT) NORTHEAST OF A POWERLINE POLE, AND 1.83 METERS
 FF1767'(6.0 FT) EAST OF THE SOUTH BRICK ENTRANCE MARKER TO GLENVIEW PARK.
 FF1767'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FF1767'THE MARK IS ABOVE LEVEL WITH KYLE STREET.
 FF1767
 FF1767                          STATION RECOVERY (1995)
 FF1767
 FF1767'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FF1767'RECOVERED IN GOOD CONDITION.
 FF1767
 FF1767                          STATION RECOVERY (2002)
 FF1767
 FF1767'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1374 ***********************************************************************
 FD1374  DESIGNATION -  U 301
 FD1374  PID         -  FD1374
 FD1374  STATE/COUNTY-  TN/MAURY
 FD1374  USGS QUAD   -  SUMMERTOWN (1976)
 FD1374
 FD1374                         *CURRENT SURVEY CONTROL
 FD1374  ___________________________________________________________________
 FD1374* NAD 83(1986)-  35 27 13.     (N)    087 15 52.     (W)     SCALED    
 FD1374* NAVD 88     -       295.084  (meters)     968.12   (feet)  ADJUSTED  
 FD1374  ___________________________________________________________________
 FD1374  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD1374  DYNAMIC HT  -         294.812 (meters)     967.23  (feet)  COMP
 FD1374  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FD1374
 FD1374  VERT ORDER  -  FIRST     CLASS II
 FD1374
 FD1374.The horizontal coordinates were scaled from a topographic map and have
 FD1374.an estimated accuracy of +/- 6 seconds.
 FD1374
 FD1374.The orthometric height was determined by differential leveling
 FD1374.and adjusted by the National Geodetic Survey in June 1991..
 FD1374
 FD1374.The geoid height was determined by GEOID03.
 FD1374
 FD1374.The dynamic height is computed by dividing the NAVD 88
 FD1374.geopotential number by the normal gravity value computed on the
 FD1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1374.degrees latitude (g = 980.6199 gals.).
 FD1374
 FD1374.The modeled gravity was interpolated from observed gravity values.
 FD1374
 FD1374;                    North         East    Units  Estimated Accuracy
 FD1374;SPC TN       -   125,040.      485,220.      MT  (+/- 180 meters Scaled)
 FD1374
 FD1374                          SUPERSEDED SURVEY CONTROL
 FD1374
 FD1374.No superseded survey control is available for this station.
 FD1374
 FD1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE760233(NAD 83)
 FD1374_MARKER: I = METAL ROD
 FD1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1374_SP_SET: STAINLESS STEEL ROD
 FD1374_STAMPING: U 301 1984
 FD1374_MARK LOGO: NGS   
 FD1374_PROJECTION: FLUSH
 FD1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1374_ROD/PIPE-DEPTH: 3.66 meters
 FD1374
 FD1374  HISTORY     - Date     Condition        Report By
 FD1374  HISTORY     - 1984     MONUMENTED       NGS
 FD1374
 FD1374                          STATION DESCRIPTION
 FD1374
 FD1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1374'4.6 KM (2.85 MI) NE FROM SUMMERTOWN.
 FD1374'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1374'SUMMERTOWN, THENCE 1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE
 FD1374'MARK ON THE RIGHT, SET ON A SMALL ELEVATED PLATEAU, 0.2 KM (0.1 MI)
 FD1374'SOUTH FROM A PAVED ROAD LEADING WEST, 16.37 METERS (53.7 FT) EAST OF
 FD1374'THE CENTERLINE OF THE HIGHWAY, 9.45 METERS (31.0 FT) EAST OF A METAL
 FD1374'GUARD RAIL, 6.74 METERS (22.1 FT) NORTH OF THE DROP OFF ON THE
 FD1374'SOUTHSIDE OF A LITTLE PLATEAU, AND 5.94 METERS (19.5 FT) SOUTH OF THE
 FD1374'DROP OFF ON THE NORTH SIDE OF THE PLATEAU.  NOTE, ROD WAS DRIVEN TO
 FD1374'REFUSAL.
 FD1374'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD1374'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1963 ***********************************************************************
 GC1963  DESIGNATION -  U 302
 GC1963  PID         -  GC1963
 GC1963  STATE/COUNTY-  TN/DAVIDSON
 GC1963  USGS QUAD   -  OAK HILL (1968)
 GC1963
 GC1963                         *CURRENT SURVEY CONTROL
 GC1963  ___________________________________________________________________
 GC1963* NAD 83(1986)-  36 02 33.     (N)    086 47 01.     (W)     SCALED    
 GC1963* NAVD 88     -       220.085  (meters)     722.06   (feet)  ADJUSTED  
 GC1963  ___________________________________________________________________
 GC1963  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1963  DYNAMIC HT  -         219.894 (meters)     721.44  (feet)  COMP
 GC1963  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 GC1963
 GC1963  VERT ORDER  -  FIRST     CLASS II
 GC1963
 GC1963.The horizontal coordinates were scaled from a topographic map and have
 GC1963.an estimated accuracy of +/- 6 seconds.
 GC1963
 GC1963.The orthometric height was determined by differential leveling
 GC1963.and adjusted by the National Geodetic Survey in June 1991..
 GC1963
 GC1963.The geoid height was determined by GEOID03.
 GC1963
 GC1963.The dynamic height is computed by dividing the NAVD 88
 GC1963.geopotential number by the normal gravity value computed on the
 GC1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1963.degrees latitude (g = 980.6199 gals.).
 GC1963
 GC1963.The modeled gravity was interpolated from observed gravity values.
 GC1963
 GC1963;                    North         East    Units  Estimated Accuracy
 GC1963;SPC TN       -   189,910.      529,390.      MT  (+/- 180 meters Scaled)
 GC1963
 GC1963                          SUPERSEDED SURVEY CONTROL
 GC1963
 GC1963.No superseded survey control is available for this station.
 GC1963
 GC1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE194886(NAD 83)
 GC1963_MARKER: DB = BENCH MARK DISK
 GC1963_SETTING: 66 = SET IN ROCK OUTCROP
 GC1963_SP_SET: ROCK OUTCROP
 GC1963_STAMPING: U 302 1984
 GC1963_MARK LOGO: NGS   
 GC1963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1963
 GC1963  HISTORY     - Date     Condition        Report By
 GC1963  HISTORY     - 1984     MONUMENTED       NGS
 GC1963
 GC1963                          STATION DESCRIPTION
 GC1963
 GC1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1963'1.35 KM (0.85 MI) NE FROM BRENTWOOD.
 GC1963'0.25 KM (0.15 MI) WEST ALONG CHURCH STREET FROM THE POST OFFICE IN
 GC1963'BRENTWOOD, THENCE 1.1 KM (0.7 MI) NORTHEAST ALONG U.S. HIGHWAY 31 TO
 GC1963'THE MARK SET IN ROCK OUTCROP ON THE NORTHWEST SIDE OF THE HIGHWAY,
 GC1963'8.68 METERS (28.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC1963'28.04 METERS (92.0 FT) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM HOODS
 GC1963'RETREAT HISTORICAL SIGN, 29.87 METERS (98.0 FT) NORTHEAST OF THE
 GC1963'CENTER OF THE TOP OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 GC1963'17.98 METERS (59.0 FT) NORTHEAST OF A POWERLINE POLE WITH BRAKERS AND
 GC1963'STREET LIGHT, AND 0.18 METERS (0.6 FT) NORTHWEST OF THE SOUTHEAST EDGE
 GC1963'OF THE ROCK.
 GC1963'THE MARK IS 0.46 METERS  SSW FROM A WITNESS POST.
 GC1963'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2030 ***********************************************************************
 GC2030  DESIGNATION -  U 303
 GC2030  PID         -  GC2030
 GC2030  STATE/COUNTY-  TN/MONTGOMERY
 GC2030  USGS QUAD   -  CLARKSVILLE (1984)
 GC2030
 GC2030                         *CURRENT SURVEY CONTROL
 GC2030  ___________________________________________________________________
 GC2030* NAD 83(1986)-  36 36 33.     (N)    087 15 27.     (W)     SCALED    
 GC2030* NAVD 88     -       160.922  (meters)     527.96   (feet)  ADJUSTED  
 GC2030  ___________________________________________________________________
 GC2030  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2030  DYNAMIC HT  -         160.791 (meters)     527.53  (feet)  COMP
 GC2030  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GC2030
 GC2030  VERT ORDER  -  FIRST     CLASS II
 GC2030
 GC2030.The horizontal coordinates were scaled from a topographic map and have
 GC2030.an estimated accuracy of +/- 6 seconds.
 GC2030
 GC2030.The orthometric height was determined by differential leveling
 GC2030.and adjusted by the National Geodetic Survey in June 1991..
 GC2030
 GC2030.The geoid height was determined by GEOID03.
 GC2030
 GC2030.The dynamic height is computed by dividing the NAVD 88
 GC2030.geopotential number by the normal gravity value computed on the
 GC2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2030.degrees latitude (g = 980.6199 gals.).
 GC2030
 GC2030.The modeled gravity was interpolated from observed gravity values.
 GC2030
 GC2030;                    North         East    Units  Estimated Accuracy
 GC2030;SPC TN       -   253,230.      487,500.      MT  (+/- 180 meters Scaled)
 GC2030
 GC2030                          SUPERSEDED SURVEY CONTROL
 GC2030
 GC2030.No superseded survey control is available for this station.
 GC2030
 GC2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF769515(NAD 83)
 GC2030_MARKER: I = METAL ROD
 GC2030_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2030_SP_SET: STAINLESS STEEL ROD
 GC2030_STAMPING: U 303 1984
 GC2030_MARK LOGO: NGS   
 GC2030_PROJECTION: RECESSED 5 CENTIMETERS
 GC2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2030_ROD/PIPE-DEPTH: 9.75 meters
 GC2030
 GC2030  HISTORY     - Date     Condition        Report By
 GC2030  HISTORY     - 1984     MONUMENTED       NGS
 GC2030
 GC2030                          STATION DESCRIPTION
 GC2030
 GC2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2030'7.6 KM (4.75 MI) NE FROM ST BETHLEHEM.
 GC2030'7.6 KM (4.75 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2030'IN ST. BETHLEHEM TO A DRIVEWAY LEADING TO A BRICK HOUSE AND THE MARK
 GC2030'ON THE RIGHT, 18.53 METERS (60.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 GC2030'OF THE HIGHWAY, 32.49 METERS (106.6 FT) WEST-SOUTHWEST OF A POWERLINE
 GC2030'POLE, 15.21 METERS (49.9 FT) EAST-NORTHEAST OF THE APPROXIMATE CENTER
 GC2030'OF THE DRIVEWAY, 3.51 METERS (11.5 FT) EAST-NORTHEAST OF THE CORNER
 GC2030'FENCE POST OF A WIRE FENCE, AND 0.30 METERS (1.0 FT) NORTH-NORTHWEST
 GC2030'OF A WIRE FENCE.
 GC2030'THE MARK IS 0.61 METERS  WSW FROM A WITNESS POST.
 GC2030'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1990 ***********************************************************************
 GC1990  DESIGNATION -  U 304
 GC1990  PID         -  GC1990
 GC1990  STATE/COUNTY-  TN/CHEATHAM
 GC1990  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1990
 GC1990                         *CURRENT SURVEY CONTROL
 GC1990  ___________________________________________________________________
 GC1990* NAD 83(1986)-  36 19 30.     (N)    087 08 11.     (W)     SCALED    
 GC1990* NAVD 88     -       135.332  (meters)     444.00   (feet)  ADJUSTED  
 GC1990  ___________________________________________________________________
 GC1990  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1990  DYNAMIC HT  -         135.220 (meters)     443.63  (feet)  COMP
 GC1990  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 GC1990
 GC1990  VERT ORDER  -  FIRST     CLASS II
 GC1990
 GC1990.The horizontal coordinates were scaled from a topographic map and have
 GC1990.an estimated accuracy of +/- 6 seconds.
 GC1990
 GC1990.The orthometric height was determined by differential leveling
 GC1990.and adjusted by the National Geodetic Survey in June 1991..
 GC1990
 GC1990.The geoid height was determined by GEOID03.
 GC1990
 GC1990.The dynamic height is computed by dividing the NAVD 88
 GC1990.geopotential number by the normal gravity value computed on the
 GC1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1990.degrees latitude (g = 980.6199 gals.).
 GC1990
 GC1990.The modeled gravity was interpolated from observed gravity values.
 GC1990
 GC1990;                    North         East    Units  Estimated Accuracy
 GC1990;SPC TN       -   221,570.      497,970.      MT  (+/- 180 meters Scaled)
 GC1990
 GC1990                          SUPERSEDED SURVEY CONTROL
 GC1990
 GC1990.No superseded survey control is available for this station.
 GC1990
 GC1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF877200(NAD 83)
 GC1990_MARKER: DB = BENCH MARK DISK
 GC1990_SETTING: 66 = SET IN ROCK OUTCROP
 GC1990_SP_SET: ROCK OUTCROP
 GC1990_STAMPING: U 304 1984
 GC1990_MARK LOGO: NGS   
 GC1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1990+STABILITY: POSITION/ELEVATION WELL
 GC1990
 GC1990  HISTORY     - Date     Condition        Report By
 GC1990  HISTORY     - 1984     MONUMENTED       NGS
 GC1990
 GC1990                          STATION DESCRIPTION
 GC1990
 GC1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1990'9.2 KM (5.7 MI) NW FROM ASHLAND CITY.
 GC1990'9.2 KM (5.7 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1990'COURTHOUSE IN ASHLAND CITY TO A ROCK LEDGE AND THE MARK ON THE RIGHT,
 GC1990'0.2 KM (0.1 MI) SOUTHEAST ALONG HIGHWAY 12 FROM AN ASPHALT SIDE ROAD
 GC1990'LEADING NORTH, 7.32 METERS (24.0 FT) NORTH-NORTHEAST OF THE CENTERLINE
 GC1990'OF THE HIGHWAY, AND 44.44 METERS (145.8 FT) WEST-NORTHWEST OF A BOX
 GC1990'CULVERT UNDER THE HIGHWAY.
 GC1990'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2017 ***********************************************************************
 GC2017  DESIGNATION -  U 305
 GC2017  PID         -  GC2017
 GC2017  STATE/COUNTY-  TN/MONTGOMERY
 GC2017  USGS QUAD   -  CLARKSVILLE (1984)
 GC2017
 GC2017                         *CURRENT SURVEY CONTROL
 GC2017  ___________________________________________________________________
 GC2017* NAD 83(1986)-  36 31 09.     (N)    087 20 06.     (W)     SCALED    
 GC2017* NAVD 88     -       152.700  (meters)     500.98   (feet)  ADJUSTED  
 GC2017  ___________________________________________________________________
 GC2017  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2017  DYNAMIC HT  -         152.573 (meters)     500.57  (feet)  COMP
 GC2017  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GC2017
 GC2017  VERT ORDER  -  FIRST     CLASS II
 GC2017
 GC2017.The horizontal coordinates were scaled from a topographic map and have
 GC2017.an estimated accuracy of +/- 6 seconds.
 GC2017
 GC2017.The orthometric height was determined by differential leveling
 GC2017.and adjusted by the National Geodetic Survey in June 1991..
 GC2017
 GC2017.The geoid height was determined by GEOID03.
 GC2017
 GC2017.The dynamic height is computed by dividing the NAVD 88
 GC2017.geopotential number by the normal gravity value computed on the
 GC2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2017.degrees latitude (g = 980.6199 gals.).
 GC2017
 GC2017.The modeled gravity was interpolated from observed gravity values.
 GC2017
 GC2017;                    North         East    Units  Estimated Accuracy
 GC2017;SPC TN       -   243,340.      480,430.      MT  (+/- 180 meters Scaled)
 GC2017
 GC2017                          SUPERSEDED SURVEY CONTROL
 GC2017
 GC2017.No superseded survey control is available for this station.
 GC2017
 GC2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF700415(NAD 83)
 GC2017_MARKER: I = METAL ROD
 GC2017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2017_SP_SET: STAINLESS STEEL ROD
 GC2017_STAMPING: U 305 1984
 GC2017_MARK LOGO: NGS   
 GC2017_PROJECTION: RECESSED 5 CENTIMETERS
 GC2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2017_ROD/PIPE-DEPTH: 6.10 meters
 GC2017
 GC2017  HISTORY     - Date     Condition        Report By
 GC2017  HISTORY     - 1984     MONUMENTED       NGS
 GC2017
 GC2017                          STATION DESCRIPTION
 GC2017
 GC2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2017'IN CLARKSVILLE.
 GC2017'IN CLARKSVILLE, 0.2 KM (0.1 MI) SOUTHEAST ALONG GOLF CLUB LANE FROM
 GC2017'THE INTERSECTION OF MADISON STREET AT THE CUMBERLAND PRESBYTERIAN
 GC2017'CHURCH, 10.39 METERS (34.1 FT) SOUTHWEST OF THE CENTERLINE OF GOLF
 GC2017'CLUB LANE, 21.18 METERS (69.5 FT) SOUTHEAST OF THE EAST CORNER OF THE
 GC2017'CHURCH, 14.51 METERS (47.6 FT) NORTHWEST OF THE APPROXIMATE CENTER OF
 GC2017'THE SOUTHEAST ONE OF TWO ENTRANCE DRIVES TO THE CHURCH, 9.05 METERS
 GC2017'(29.7 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTHWEST ONE OF
 GC2017'THE TWO DRIVES, AND 1.16 METERS (3.8 FT) WEST OF THE WEST END OF THE
 GC2017'CUMBERLAND PRESBYTERIAN CHURCH SIGN (WITH A BRICK BASE).
 GC2017'THE MARK IS 0.30 M ABOVE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1055 ***********************************************************************
 FD1055  DESIGNATION -  U 31
 FD1055  PID         -  FD1055
 FD1055  STATE/COUNTY-  TN/WAYNE
 FD1055  USGS QUAD   -  TOPSY (1968)
 FD1055
 FD1055                         *CURRENT SURVEY CONTROL
 FD1055  ___________________________________________________________________
 FD1055* NAD 83(1986)-  35 26 09.     (N)    087 42 01.     (W)     SCALED    
 FD1055* NAVD 88     -       187.636  (meters)     615.60   (feet)  ADJUSTED  
 FD1055  ___________________________________________________________________
 FD1055  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FD1055  DYNAMIC HT  -         187.460 (meters)     615.02  (feet)  COMP
 FD1055  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FD1055
 FD1055  VERT ORDER  -  SECOND    CLASS 0
 FD1055
 FD1055.The horizontal coordinates were scaled from a topographic map and have
 FD1055.an estimated accuracy of +/- 6 seconds.
 FD1055
 FD1055.The orthometric height was determined by differential leveling
 FD1055.and adjusted by the National Geodetic Survey in June 1991..
 FD1055
 FD1055.The geoid height was determined by GEOID03.
 FD1055
 FD1055.The dynamic height is computed by dividing the NAVD 88
 FD1055.geopotential number by the normal gravity value computed on the
 FD1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1055.degrees latitude (g = 980.6199 gals.).
 FD1055
 FD1055.The modeled gravity was interpolated from observed gravity values.
 FD1055
 FD1055;                    North         East    Units  Estimated Accuracy
 FD1055;SPC TN       -   123,660.      445,620.      MT  (+/- 180 meters Scaled)
 FD1055
 FD1055                          SUPERSEDED SURVEY CONTROL
 FD1055
 FD1055  NGVD 29 (??/??/92)  187.609  (m)          615.51   (f) ADJ UNCH    2 0
 FD1055
 FD1055.Superseded values are not recommended for survey control.
 FD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1055.See file dsdata.txt to determine how the superseded data were derived.
 FD1055
 FD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE364216(NAD 83)
 FD1055_MARKER: DB = BENCH MARK DISK
 FD1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1055_SP_SET: PIER
 FD1055_STAMPING: U 31 1934
 FD1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1055
 FD1055  HISTORY     - Date     Condition        Report By
 FD1055  HISTORY     - 1934     MONUMENTED       CGS
 FD1055
 FD1055                          STATION DESCRIPTION
 FD1055
 FD1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1055'4 MI E FROM WAYNESBORO.
 FD1055'ABOUT 4 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, THENCE
 FD1055'ABOUT 8 MILES NORTH ALONG OLD STATE HIGHWAY 48, AT THE BUFFALO
 FD1055'RIVER BRIDGE, AND IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 FD1055'PIER OF THE MAIN SPAN.  A STANDARD DISK, STAMPED U 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0360 ***********************************************************************
 FD0360  DESIGNATION -  U 32
 FD0360  PID         -  FD0360
 FD0360  STATE/COUNTY-  TN/BEDFORD
 FD0360  USGS QUAD   -  BEDFORD (1981)
 FD0360
 FD0360                         *CURRENT SURVEY CONTROL
 FD0360  ___________________________________________________________________
 FD0360* NAD 83(1986)-  35 27 17.     (N)    086 32 17.     (W)     SCALED    
 FD0360* NAVD 88     -       230.585  (meters)     756.51   (feet)  ADJUSTED  
 FD0360  ___________________________________________________________________
 FD0360  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0360  DYNAMIC HT  -         230.376 (meters)     755.83  (feet)  COMP
 FD0360  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 FD0360
 FD0360  VERT ORDER  -  SECOND    CLASS 0
 FD0360
 FD0360.The horizontal coordinates were scaled from a topographic map and have
 FD0360.an estimated accuracy of +/- 6 seconds.
 FD0360
 FD0360.The orthometric height was determined by differential leveling
 FD0360.and adjusted by the National Geodetic Survey in June 1991..
 FD0360
 FD0360.The geoid height was determined by GEOID03.
 FD0360
 FD0360.The dynamic height is computed by dividing the NAVD 88
 FD0360.geopotential number by the normal gravity value computed on the
 FD0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0360.degrees latitude (g = 980.6199 gals.).
 FD0360
 FD0360.The modeled gravity was interpolated from observed gravity values.
 FD0360
 FD0360;                    North         East    Units  Estimated Accuracy
 FD0360;SPC TN       -   124,550.      551,160.      MT  (+/- 180 meters Scaled)
 FD0360
 FD0360                          SUPERSEDED SURVEY CONTROL
 FD0360
 FD0360  NGVD 29 (??/??/92)  230.576  (m)          756.48   (f) ADJ UNCH    2 0
 FD0360
 FD0360.Superseded values are not recommended for survey control.
 FD0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0360.See file dsdata.txt to determine how the superseded data were derived.
 FD0360
 FD0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE419235(NAD 83)
 FD0360_MARKER: DB = BENCH MARK DISK
 FD0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0360_STAMPING: U 32 1934
 FD0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0360+STABILITY: SURFACE MOTION
 FD0360
 FD0360  HISTORY     - Date     Condition        Report By
 FD0360  HISTORY     - 1934     MONUMENTED       CGS
 FD0360  HISTORY     - 1934     GOOD             NGS
 FD0360  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0360
 FD0360                          STATION DESCRIPTION
 FD0360
 FD0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0360'5.2 MI W FROM SHELBYVILLE.
 FD0360'5.2 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 FD0360'SHELBYVILLE, BEDFORD COUNTY, 0.4 MILE EAST OF THE TWO-STORY HOME OF
 FD0360'JIM WOODS IN 1934, 90 FEET EAST OF A FENCE, 21.3 FEET EAST OF
 FD0360'POWER POLE 6-AL-264, 22.8 FEET NORTH OF THE CENTERLINE OF THE
 FD0360'HIGHWAY, 9 FEET NORTH OF THE LINE OF THE RIGHT-OF-WAY FENCE, AND
 FD0360'ACROSS THE HIGHWAY FROM TELEPHONE POLE 1361.  A STANDARD DISK,
 FD0360'STAMPED U 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0360
 FD0360                          STATION RECOVERY (2001)
 FD0360
 FD0360'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0360' 
 FD0360' 
 FD0360' 
 FD0360' 
 FD0360' 
 FD0360' 
 FD0360' 
 FD0360' 
 FD0360' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0277 ***********************************************************************
 FD0277  DESIGNATION -  U 33
 FD0277  PID         -  FD0277
 FD0277  STATE/COUNTY-  TN/LINCOLN
 FD0277  USGS QUAD   -  BOONSHILL (1982)
 FD0277
 FD0277                         *CURRENT SURVEY CONTROL
 FD0277  ___________________________________________________________________
 FD0277* NAD 83(1986)-  35 11 49.     (N)    086 42 20.     (W)     SCALED    
 FD0277* NAVD 88     -       229.117  (meters)     751.69   (feet)  ADJUSTED  
 FD0277  ___________________________________________________________________
 FD0277  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0277  DYNAMIC HT  -         228.906 (meters)     751.00  (feet)  COMP
 FD0277  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 FD0277
 FD0277  VERT ORDER  -  SECOND    CLASS 0
 FD0277
 FD0277.The horizontal coordinates were scaled from a topographic map and have
 FD0277.an estimated accuracy of +/- 6 seconds.
 FD0277
 FD0277.The orthometric height was determined by differential leveling
 FD0277.and adjusted by the National Geodetic Survey in June 1991..
 FD0277
 FD0277.The geoid height was determined by GEOID03.
 FD0277
 FD0277.The dynamic height is computed by dividing the NAVD 88
 FD0277.geopotential number by the normal gravity value computed on the
 FD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0277.degrees latitude (g = 980.6199 gals.).
 FD0277
 FD0277.The modeled gravity was interpolated from observed gravity values.
 FD0277
 FD0277;                    North         East    Units  Estimated Accuracy
 FD0277;SPC TN       -    96,050.      535,750.      MT  (+/- 180 meters Scaled)
 FD0277
 FD0277                          SUPERSEDED SURVEY CONTROL
 FD0277
 FD0277  NGVD 29 (??/??/92)  229.095  (m)          751.62   (f) ADJ UNCH    2 0
 FD0277
 FD0277.Superseded values are not recommended for survey control.
 FD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0277.See file dsdata.txt to determine how the superseded data were derived.
 FD0277
 FD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED268949(NAD 83)
 FD0277_MARKER: DB = BENCH MARK DISK
 FD0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0277_STAMPING: U 33 1934
 FD0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0277+STABILITY: SURFACE MOTION
 FD0277
 FD0277  HISTORY     - Date     Condition        Report By
 FD0277  HISTORY     - 1934     MONUMENTED       CGS
 FD0277
 FD0277                          STATION DESCRIPTION
 FD0277
 FD0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0277'8.3 MI W FROM FAYETTEVILLE.
 FD0277'8.3 MILES WEST ALONG U.S. HIGHWAY 64 FROM FAYETTEVILLE, LINCOLN
 FD0277'COUNTY, 75 FEET WEST OF HIGHWAY STATION 425+13, ON THE TOP
 FD0277'OF A SMALL HILL, AT THE SOUTHEAST EDGE OF A CUT, 55 FEET SOUTHEAST
 FD0277'OF A ROAD INTERSECTION, AND 20 FEET SOUTH OF THE CENTERLINE OF
 FD0277'THE HIGHWAY.  A STANDARD DISK, STAMPED U 33 1934 AND SET IN THE
 FD0277'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0256 ***********************************************************************
 FD0256  DESIGNATION -  U 34
 FD0256  PID         -  FD0256
 FD0256  STATE/COUNTY-  TN/COFFEE
 FD0256  USGS QUAD   -  MANCHESTER (1972)
 FD0256
 FD0256                         *CURRENT SURVEY CONTROL
 FD0256  ___________________________________________________________________
 FD0256* NAD 83(1986)-  35 26 33.     (N)    086 01 15.     (W)     SCALED    
 FD0256* NAVD 88     -       332.768  (meters)    1091.76   (feet)  ADJUSTED  
 FD0256  ___________________________________________________________________
 FD0256  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0256  DYNAMIC HT  -         332.449 (meters)    1090.71  (feet)  COMP
 FD0256  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 FD0256
 FD0256  VERT ORDER  -  SECOND    CLASS 0
 FD0256
 FD0256.The horizontal coordinates were scaled from a topographic map and have
 FD0256.an estimated accuracy of +/- 6 seconds.
 FD0256
 FD0256.The orthometric height was determined by differential leveling
 FD0256.and adjusted by the National Geodetic Survey in June 1991..
 FD0256
 FD0256.The geoid height was determined by GEOID03.
 FD0256
 FD0256.The dynamic height is computed by dividing the NAVD 88
 FD0256.geopotential number by the normal gravity value computed on the
 FD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0256.degrees latitude (g = 980.6199 gals.).
 FD0256
 FD0256.The modeled gravity was interpolated from observed gravity values.
 FD0256
 FD0256;                    North         East    Units  Estimated Accuracy
 FD0256;SPC TN       -   123,060.      598,110.      MT  (+/- 180 meters Scaled)
 FD0256
 FD0256                          SUPERSEDED SURVEY CONTROL
 FD0256
 FD0256  NGVD 29 (??/??/92)  332.758  (m)         1091.72   (f) ADJ UNCH    2 0
 FD0256
 FD0256.Superseded values are not recommended for survey control.
 FD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0256.See file dsdata.txt to determine how the superseded data were derived.
 FD0256
 FD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE888225(NAD 83)
 FD0256_MARKER: DB = BENCH MARK DISK
 FD0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0256_STAMPING: U 34 1934
 FD0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0256+STABILITY: SURFACE MOTION
 FD0256
 FD0256  HISTORY     - Date     Condition        Report By
 FD0256  HISTORY     - 1934     MONUMENTED       CGS
 FD0256  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0256
 FD0256                          STATION DESCRIPTION
 FD0256
 FD0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0256'3.4 MI NW FROM HILLSBORO.
 FD0256'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM HILLSBORO, COFFEE
 FD0256'COUNTY, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 FD0256'NORTH OF A ROW OF POWER-TRANSMISSION LINE POLES.  A STANDARD DISK,
 FD0256'STAMPED U 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0256
 FD0256                          STATION RECOVERY (1972)
 FD0256
 FD0256'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2093 ***********************************************************************
 FE2093  DESIGNATION -  U 35 RESET
 FE2093  PID         -  FE2093
 FE2093  STATE/COUNTY-  TN/HARDIN
 FE2093  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE2093
 FE2093                         *CURRENT SURVEY CONTROL
 FE2093  ___________________________________________________________________
 FE2093* NAD 83(1986)-  35 13 29.     (N)    088 15 52.     (W)     SCALED    
 FE2093* NAVD 88     -       125.90   (meters)     413.1    (feet)  RESET     
 FE2093  ___________________________________________________________________
 FE2093  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2093
 FE2093  VERT ORDER  -  THIRD
 FE2093
 FE2093.The horizontal coordinates were scaled from a topographic map and have
 FE2093.an estimated accuracy of +/- 6 seconds.
 FE2093
 FE2093.The orthometric height was computed from unverified reset data.
 FE2093.No vertical observational check was made to the station.
 FE2093
 FE2093.The geoid height was determined by GEOID03.
 FE2093
 FE2093;                    North         East    Units  Estimated Accuracy
 FE2093;SPC TN       -   101,290.      393,870.      MT  (+/- 180 meters Scaled)
 FE2093
 FE2093                          SUPERSEDED SURVEY CONTROL
 FE2093
 FE2093  NGVD 29 (10/12/01)  125.91   (m)          413.1    (f) RESET       3  
 FE2093
 FE2093.Superseded values are not recommended for survey control.
 FE2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2093.See file dsdata.txt to determine how the superseded data were derived.
 FE2093
 FE2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD849986(NAD 83)
 FE2093_MARKER: DB = BENCH MARK DISK
 FE2093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE2093_SP_SET: LARGE BRIDGE
 FE2093_STAMPING: U 35 RESET 1980
 FE2093_MARK LOGO: NGS   
 FE2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2093
 FE2093  HISTORY     - Date     Condition        Report By
 FE2093  HISTORY     - 1980     MONUMENTED       NGS
 FE2093
 FE2093                          STATION DESCRIPTION
 FE2093
 FE2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FE2093'0.75 MI WEST FROM SAVANNAH.
 FE2093'0.75 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE
 FE2093'IN SAVANNAH, AT THE WEST APPROACH TO THE BRIDGE OVER
 FE2093'THE TENNESSEE RIVER, IN TOP AND SOUTHWEST ABUTMENT OF BRIDGE
 FE2093'AT WEST BANK OF THE TENNESSEE RIVER, AND 3 FEET EAST OF BRIDGE.
 FE2093'THE MARK IS 3 FT ABOVE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1012 ***********************************************************************
 FD1012  DESIGNATION -  U 36
 FD1012  PID         -  FD1012
 FD1012  STATE/COUNTY-  TN/WAYNE
 FD1012  USGS QUAD   -  OVILLA (1976)
 FD1012
 FD1012                         *CURRENT SURVEY CONTROL
 FD1012  ___________________________________________________________________
 FD1012* NAD 83(1986)-  35 19 25.     (N)    087 35 07.     (W)     SCALED    
 FD1012* NAVD 88     -       311.962  (meters)    1023.50   (feet)  ADJUSTED  
 FD1012  ___________________________________________________________________
 FD1012  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1012  DYNAMIC HT  -         311.668 (meters)    1022.53  (feet)  COMP
 FD1012  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FD1012
 FD1012  VERT ORDER  -  SECOND    CLASS 0
 FD1012
 FD1012.The horizontal coordinates were scaled from a topographic map and have
 FD1012.an estimated accuracy of +/- 6 seconds.
 FD1012
 FD1012.The orthometric height was determined by differential leveling
 FD1012.and adjusted by the National Geodetic Survey in June 1991..
 FD1012
 FD1012.The geoid height was determined by GEOID03.
 FD1012
 FD1012.The dynamic height is computed by dividing the NAVD 88
 FD1012.geopotential number by the normal gravity value computed on the
 FD1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1012.degrees latitude (g = 980.6199 gals.).
 FD1012
 FD1012.The modeled gravity was interpolated from observed gravity values.
 FD1012
 FD1012;                    North         East    Units  Estimated Accuracy
 FD1012;SPC TN       -   111,040.      455,860.      MT  (+/- 180 meters Scaled)
 FD1012
 FD1012                          SUPERSEDED SURVEY CONTROL
 FD1012
 FD1012  NGVD 29 (??/??/92)  311.923  (m)         1023.37   (f) ADJ UNCH    2 0
 FD1012
 FD1012.Superseded values are not recommended for survey control.
 FD1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1012.See file dsdata.txt to determine how the superseded data were derived.
 FD1012
 FD1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE468090(NAD 83)
 FD1012_MARKER: DB = BENCH MARK DISK
 FD1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1012_STAMPING: U 36 1934
 FD1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1012+STABILITY: SURFACE MOTION
 FD1012
 FD1012  HISTORY     - Date     Condition        Report By
 FD1012  HISTORY     - 1934     MONUMENTED       CGS
 FD1012  HISTORY     - 1962     GOOD             NGS
 FD1012
 FD1012                          STATION DESCRIPTION
 FD1012
 FD1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD1012'11.5 MI E FROM WAYNESBORO.
 FD1012'11.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, ABOUT 7.8
 FD1012'MILES EAST OF NATURAL BRIDGE ROAD, AT THE T JUNCTION OF BUTTERMILK
 FD1012'RIDGE ROAD, IN THE NORTHWEST CORNER OF A CEMETERY AT THE HIGHLAND
 FD1012'METHODIST CHURCH, 42 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FD1012'OF U.S. HIGHWAY 64, 8 FEET NORTH OF A 16-INCH OAK TREE, 7 FEET
 FD1012'SOUTHWEST OF A 24-INCH OAK TREE, AND 1.6 FEET NORTHWEST OF A METAL
 FD1012'WITNESS POST AND TVA SIGN.  A STANDARD DISK SET IN THE TOP OF A
 FD1012'CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1358 ***********************************************************************
 FC1358  DESIGNATION -  U 37
 FC1358  PID         -  FC1358
 FC1358  STATE/COUNTY-  TN/GRUNDY
 FC1358  USGS QUAD   -  BURROW COVE (1983)
 FC1358
 FC1358                         *CURRENT SURVEY CONTROL
 FC1358  ___________________________________________________________________
 FC1358* NAD 83(1986)-  35 15 50.     (N)    085 51 18.     (W)     SCALED    
 FC1358* NAVD 88     -       311.733  (meters)    1022.74   (feet)  ADJUSTED  
 FC1358  ___________________________________________________________________
 FC1358  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1358  DYNAMIC HT  -         311.422 (meters)    1021.72  (feet)  COMP
 FC1358  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 FC1358
 FC1358  VERT ORDER  -  SECOND    CLASS 0
 FC1358
 FC1358.The horizontal coordinates were scaled from a topographic map and have
 FC1358.an estimated accuracy of +/- 6 seconds.
 FC1358
 FC1358.The orthometric height was determined by differential leveling
 FC1358.and adjusted by the National Geodetic Survey in June 1991..
 FC1358
 FC1358.The geoid height was determined by GEOID03.
 FC1358
 FC1358.The dynamic height is computed by dividing the NAVD 88
 FC1358.geopotential number by the normal gravity value computed on the
 FC1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1358.degrees latitude (g = 980.6199 gals.).
 FC1358
 FC1358.The modeled gravity was interpolated from observed gravity values.
 FC1358
 FC1358;                    North         East    Units  Estimated Accuracy
 FC1358;SPC TN       -   103,260.      613,190.      MT  (+/- 180 meters Scaled)
 FC1358
 FC1358                          SUPERSEDED SURVEY CONTROL
 FC1358
 FC1358  NGVD 29 (??/??/92)  311.717  (m)         1022.69   (f) ADJ UNCH    2 0
 FC1358
 FC1358.Superseded values are not recommended for survey control.
 FC1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1358.See file dsdata.txt to determine how the superseded data were derived.
 FC1358
 FC1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE041029(NAD 83)
 FC1358_MARKER: DB = BENCH MARK DISK
 FC1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1358_SP_SET: BRIDGE
 FC1358_STAMPING: U 37 1934
 FC1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1358
 FC1358  HISTORY     - Date     Condition        Report By
 FC1358  HISTORY     - 1934     MONUMENTED       CGS
 FC1358  HISTORY     - 1962     GOOD             NGS
 FC1358
 FC1358                          STATION DESCRIPTION
 FC1358
 FC1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1358'3.4 MI NW FROM MONTEAGLE.
 FC1358'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM MONTEAGLE, GRUNDY
 FC1358'COUNTY, AT THE FOOT OF THE MOUNTAIN, AND IN THE TOP OF THE
 FC1358'SOUTHWEST WINGWALL OF A CONCRETE BRIDGE.  A STANDARD DISK, STAMPED
 FC1358'U 37 1934.
 FC1358
 FC1358                          STATION RECOVERY (1962)
 FC1358
 FC1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1369 ***********************************************************************
 FC1369  DESIGNATION -  U 38
 FC1369  PID         -  FC1369
 FC1369  STATE/COUNTY-  TN/MARION
 FC1369  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1369
 FC1369                         *CURRENT SURVEY CONTROL
 FC1369  ___________________________________________________________________
 FC1369* NAD 83(1986)-  35 02 56.     (N)    085 38 16.     (W)     SCALED    
 FC1369* NAVD 88     -       191.865  (meters)     629.48   (feet)  ADJUSTED  
 FC1369  ___________________________________________________________________
 FC1369  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1369  DYNAMIC HT  -         191.678 (meters)     628.86  (feet)  COMP
 FC1369  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FC1369
 FC1369  VERT ORDER  -  SECOND    CLASS 0
 FC1369
 FC1369.The horizontal coordinates were scaled from a topographic map and have
 FC1369.an estimated accuracy of +/- 6 seconds.
 FC1369
 FC1369.The orthometric height was determined by differential leveling
 FC1369.and adjusted by the National Geodetic Survey in June 1991..
 FC1369.WARNING-Repeat measurements at this control monument indicate possible
 FC1369.vertical movement.
 FC1369
 FC1369.The geoid height was determined by GEOID03.
 FC1369
 FC1369.The dynamic height is computed by dividing the NAVD 88
 FC1369.geopotential number by the normal gravity value computed on the
 FC1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1369.degrees latitude (g = 980.6199 gals.).
 FC1369
 FC1369.The modeled gravity was interpolated from observed gravity values.
 FC1369
 FC1369;                    North         East    Units  Estimated Accuracy
 FC1369;SPC TN       -    79,450.      633,050.      MT  (+/- 180 meters Scaled)
 FC1369
 FC1369                          SUPERSEDED SURVEY CONTROL
 FC1369
 FC1369  NGVD 29 (??/??/92)  191.874  (m)          629.51   (f) ADJ UNCH    2 0
 FC1369
 FC1369.Superseded values are not recommended for survey control.
 FC1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1369.See file dsdata.txt to determine how the superseded data were derived.
 FC1369
 FC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD242793(NAD 83)
 FC1369_MARKER: DB = BENCH MARK DISK
 FC1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1369_SP_SET: CULVERT
 FC1369_STAMPING: U 38 1934
 FC1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1369
 FC1369  HISTORY     - Date     Condition        Report By
 FC1369  HISTORY     - 1934     MONUMENTED       CGS
 FC1369  HISTORY     - 1949     GOOD             NGS
 FC1369  HISTORY     - 1962     GOOD             NGS
 FC1369
 FC1369                          STATION DESCRIPTION
 FC1369
 FC1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1369'2 MI S FROM JASPER.
 FC1369'2.0 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1369'RAILWAY FROM JASPER, MARION COUNTY, 5 POLES NORTH OF MILEPOST 10,
 FC1369'AT CULVERT 10.2, AND IN THE CENTER OF THE TOP OF THE EAST
 FC1369'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED U 38 1934.
 FC1369
 FC1369                          STATION RECOVERY (1962)
 FC1369
 FC1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1127 ***********************************************************************
 FC1127  DESIGNATION -  U 39
 FC1127  PID         -  FC1127
 FC1127  STATE/COUNTY-  TN/SEQUATCHIE
 FC1127  USGS QUAD   -  DAUS (1974)
 FC1127
 FC1127                         *CURRENT SURVEY CONTROL
 FC1127  ___________________________________________________________________
 FC1127* NAD 83(1986)-  35 22 19.     (N)    085 23 29.     (W)     SCALED    
 FC1127* NAVD 88     -       219.874  (meters)     721.37   (feet)  ADJUSTED  
 FC1127  ___________________________________________________________________
 FC1127  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1127  DYNAMIC HT  -         219.666 (meters)     720.69  (feet)  COMP
 FC1127  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 FC1127
 FC1127  VERT ORDER  -  SECOND    CLASS 0
 FC1127
 FC1127.The horizontal coordinates were scaled from a topographic map and have
 FC1127.an estimated accuracy of +/- 6 seconds.
 FC1127
 FC1127.The orthometric height was determined by differential leveling
 FC1127.and adjusted by the National Geodetic Survey in June 1991..
 FC1127
 FC1127.The geoid height was determined by GEOID03.
 FC1127
 FC1127.The dynamic height is computed by dividing the NAVD 88
 FC1127.geopotential number by the normal gravity value computed on the
 FC1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1127.degrees latitude (g = 980.6199 gals.).
 FC1127
 FC1127.The modeled gravity was interpolated from observed gravity values.
 FC1127
 FC1127;                    North         East    Units  Estimated Accuracy
 FC1127;SPC TN       -   115,410.      655,310.      MT  (+/- 180 meters Scaled)
 FC1127
 FC1127                          SUPERSEDED SURVEY CONTROL
 FC1127
 FC1127  NGVD 29 (??/??/92)  219.914  (m)          721.50   (f) ADJ UNCH    2 0
 FC1127
 FC1127.Superseded values are not recommended for survey control.
 FC1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1127.See file dsdata.txt to determine how the superseded data were derived.
 FC1127
 FC1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE461154(NAD 83)
 FC1127_MARKER: DB = BENCH MARK DISK
 FC1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1127_STAMPING: U 39 1934
 FC1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1127+STABILITY: SURFACE MOTION
 FC1127
 FC1127  HISTORY     - Date     Condition        Report By
 FC1127  HISTORY     - 1934     MONUMENTED       CGS
 FC1127  HISTORY     - 1952     GOOD             NGS
 FC1127  HISTORY     - 1952     POOR             TVA
 FC1127
 FC1127                          STATION DESCRIPTION
 FC1127
 FC1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1127'AT DUNLAP.
 FC1127'ABOUT 2 FEET OF CONCRETE MONUMENT IS BROKEN OFF.  THE MARKER
 FC1127'IS NOW LAYING ABOUT 50 FEET DUE WEST FROM RAILWAY STATION,
 FC1127'BY A POWER POLE.  AT DUNLAP, SEQUATCHIE COUNTY, ABOUT 60 FEET
 FC1127'SOUTHWEST OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 FC1127'STATION, 30 FEET NORTH OF A STREET, AND 35 FEET WEST OF THE
 FC1127'TRACK.  A STANDARD DISK, STAMPED U 39 1934 AND SET IN THE TOP
 FC1127'OF A CONCRETE POST.
 FC1127
 FC1127                          STATION RECOVERY (1952)
 FC1127
 FC1127'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 FC1127'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1133 ***********************************************************************
 GC1133  DESIGNATION -  U 3=PTS 6 W
 GC1133  PID         -  GC1133
 GC1133  STATE/COUNTY-  TN/MONTGOMERY
 GC1133  USGS QUAD   -  CLARKSVILLE (1984)
 GC1133
 GC1133                         *CURRENT SURVEY CONTROL
 GC1133  ___________________________________________________________________
 GC1133* NAD 83(1986)-  36 31 34.     (N)    087 21 30.     (W)     SCALED    
 GC1133* NAVD 88     -       149.968  (meters)     492.02   (feet)  ADJUSTED  
 GC1133  ___________________________________________________________________
 GC1133  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1133  DYNAMIC HT  -         149.843 (meters)     491.61  (feet)  COMP
 GC1133  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GC1133
 GC1133  VERT ORDER  -  FIRST     CLASS II
 GC1133
 GC1133.The horizontal coordinates were scaled from a topographic map and have
 GC1133.an estimated accuracy of +/- 6 seconds.
 GC1133
 GC1133.The orthometric height was determined by differential leveling
 GC1133.and adjusted by the National Geodetic Survey in June 1991..
 GC1133.WARNING-Repeat measurements at this control monument indicate possible
 GC1133.vertical movement.
 GC1133
 GC1133.The geoid height was determined by GEOID03.
 GC1133
 GC1133.The dynamic height is computed by dividing the NAVD 88
 GC1133.geopotential number by the normal gravity value computed on the
 GC1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1133.degrees latitude (g = 980.6199 gals.).
 GC1133
 GC1133.The modeled gravity was interpolated from observed gravity values.
 GC1133
 GC1133;                    North         East    Units  Estimated Accuracy
 GC1133;SPC TN       -   244,140.      478,350.      MT  (+/- 180 meters Scaled)
 GC1133
 GC1133                          SUPERSEDED SURVEY CONTROL
 GC1133
 GC1133  NGVD 29 (??/??/92)  150.034  (m)          492.24   (f) ADJ UNCH    1 2
 GC1133
 GC1133.Superseded values are not recommended for survey control.
 GC1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1133.See file dsdata.txt to determine how the superseded data were derived.
 GC1133
 GC1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF679423(NAD 83)
 GC1133_MARKER: DB = BENCH MARK DISK
 GC1133_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC1133_STAMPING: U 3 1921 1925 TENN PT STA NO 6 W
 GC1133_MARK LOGO: CGS   
 GC1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1133+STABILITY: POSITION/ELEVATION WELL
 GC1133
 GC1133  HISTORY     - Date     Condition        Report By
 GC1133  HISTORY     - 1921     MONUMENTED       CGS
 GC1133  HISTORY     - 1949     GOOD             NGS
 GC1133  HISTORY     - 1957     GOOD             NGS
 GC1133  HISTORY     - 1984     GOOD             NGS
 GC1133
 GC1133                          STATION DESCRIPTION
 GC1133
 GC1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1133'AT CLARKSVILLE.
 GC1133'AT CLARKSVILLE, AT THE INTERSECTION OF 2ND AND COMMERCE STREETS,
 GC1133'14 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 2ND STREET, 15 FEET
 GC1133'SOUTHEAST OF THE SOUTHEAST CURB OF COMMERCE STREET, SET VERTICALLY
 GC1133'IN THE NORTHEAST FACE OF THE STONE AND BRICK BUILDING HOUSING
 GC1133'THE DEPARTMENT OF ELECTRICITY - CITY OF CLARKSVILLE, 7 FEET
 GC1133'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING AND ABOUT 2 FEET
 GC1133'ABOVE THE SIDE WALK.
 GC1133
 GC1133                          STATION RECOVERY (1957)
 GC1133
 GC1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1133'RECOVERED IN GOOD CONDITION.
 GC1133
 GC1133                          STATION RECOVERY (1984)
 GC1133
 GC1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1835 ***********************************************************************
 GA1835  DESIGNATION -  U 4
 GA1835  PID         -  GA1835
 GA1835  STATE/COUNTY-  TN/HAWKINS
 GA1835  USGS QUAD   -  BULLS GAP (1976)
 GA1835
 GA1835                         *CURRENT SURVEY CONTROL
 GA1835  ___________________________________________________________________
 GA1835* NAD 83(1986)-  36 21 38.     (N)    083 00 45.     (W)     SCALED    
 GA1835* NAVD 88     -       331.406  (meters)    1087.29   (feet)  ADJUSTED  
 GA1835  ___________________________________________________________________
 GA1835  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1835  DYNAMIC HT  -         331.102 (meters)    1086.29  (feet)  COMP
 GA1835  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 GA1835
 GA1835  VERT ORDER  -  FIRST     CLASS I
 GA1835
 GA1835.The horizontal coordinates were scaled from a topographic map and have
 GA1835.an estimated accuracy of +/- 6 seconds.
 GA1835
 GA1835.The orthometric height was determined by differential leveling
 GA1835.and adjusted by the National Geodetic Survey in June 1991..
 GA1835
 GA1835.The geoid height was determined by GEOID03.
 GA1835
 GA1835.The dynamic height is computed by dividing the NAVD 88
 GA1835.geopotential number by the normal gravity value computed on the
 GA1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1835.degrees latitude (g = 980.6199 gals.).
 GA1835
 GA1835.The modeled gravity was interpolated from observed gravity values.
 GA1835
 GA1835;                    North         East    Units  Estimated Accuracy
 GA1835;SPC TN       -   229,010.      868,090.      MT  (+/- 180 meters Scaled)
 GA1835
 GA1835                          SUPERSEDED SURVEY CONTROL
 GA1835
 GA1835  NGVD 29 (??/??/92)  331.567  (m)         1087.82   (f) ADJ UNCH    1 1
 GA1835
 GA1835.Superseded values are not recommended for survey control.
 GA1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1835.See file dsdata.txt to determine how the superseded data were derived.
 GA1835
 GA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA194258(NAD 83)
 GA1835_MARKER: DB = BENCH MARK DISK
 GA1835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1835_SP_SET: BRIDGE
 GA1835_STAMPING: U 4 1931 1088.141
 GA1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1835
 GA1835  HISTORY     - Date     Condition        Report By
 GA1835  HISTORY     - UNK      MONUMENTED       CGS
 GA1835  HISTORY     - 1967     GOOD             NGS
 GA1835
 GA1835                          STATION DESCRIPTION
 GA1835
 GA1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1835'7.1 MI SW FROM BUREM.
 GA1835'ABOUT 7.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1835'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA1835'ROAD AT BUREM, 0.2 MILE SOUTH OF MILEPOST 77, 0.1 MILE NORTH OF
 GA1835'THE CORAN STATION SIGN AT CORAN, 8 1/2 FEET EAST OF THE EAST RAIL
 GA1835'OF THE WEST TRACK, SET IN THE TOP OF THE EAST END OF THE SOUTHEAST
 GA1835'CONCRETE WING WALL AT THE SOUTH END OF A RAILROAD BRIDGE ON THE
 GA1835'WEST SET OF TRACKS OVER HONEYCUTT CREEK, 53 1/2 FEET WEST OF THE
 GA1835'WEST RAIL OF THE EAST TRACK, AND ABOUT 2 FEET BELOW THE LEVEL
 GA1835'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1161 ***********************************************************************
 FC1161  DESIGNATION -  U 40
 FC1161  PID         -  FC1161
 FC1161  STATE/COUNTY-  TN/MARION
 FC1161  USGS QUAD   -  KETNER GAP (1976)
 FC1161
 FC1161                         *CURRENT SURVEY CONTROL
 FC1161  ___________________________________________________________________
 FC1161* NAD 83(1986)-  35 10 56.     (N)    085 28 15.     (W)     SCALED    
 FC1161* NAVD 88     -       282.353  (meters)     926.35   (feet)  ADJUSTED  
 FC1161  ___________________________________________________________________
 FC1161  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1161  DYNAMIC HT  -         282.078 (meters)     925.45  (feet)  COMP
 FC1161  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 FC1161
 FC1161  VERT ORDER  -  SECOND    CLASS 0
 FC1161
 FC1161.The horizontal coordinates were scaled from a topographic map and have
 FC1161.an estimated accuracy of +/- 6 seconds.
 FC1161
 FC1161.The orthometric height was determined by differential leveling
 FC1161.and adjusted by the National Geodetic Survey in June 1991..
 FC1161
 FC1161.The geoid height was determined by GEOID03.
 FC1161
 FC1161.The dynamic height is computed by dividing the NAVD 88
 FC1161.geopotential number by the normal gravity value computed on the
 FC1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1161.degrees latitude (g = 980.6199 gals.).
 FC1161
 FC1161.The modeled gravity was interpolated from observed gravity values.
 FC1161
 FC1161;                    North         East    Units  Estimated Accuracy
 FC1161;SPC TN       -    94,320.      648,200.      MT  (+/- 180 meters Scaled)
 FC1161
 FC1161                          SUPERSEDED SURVEY CONTROL
 FC1161
 FC1161  NGVD 29 (??/??/92)  282.382  (m)          926.45   (f) ADJ UNCH    2 0
 FC1161
 FC1161.Superseded values are not recommended for survey control.
 FC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1161.See file dsdata.txt to determine how the superseded data were derived.
 FC1161
 FC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD392943(NAD 83)
 FC1161_MARKER: DB = BENCH MARK DISK
 FC1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1161_SP_SET: CULVERT
 FC1161_STAMPING: U 40 1934
 FC1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1161
 FC1161  HISTORY     - Date     Condition        Report By
 FC1161  HISTORY     - 1934     MONUMENTED       CGS
 FC1161  HISTORY     - 1972     GOOD             TVA
 FC1161
 FC1161                          STATION DESCRIPTION
 FC1161
 FC1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1161'4 MI E FROM WHITWELL.
 FC1161'4.0 MILES EAST ALONG STATE HIGHWAY 27 FROM WHITWELL, MARION COUNTY
 FC1161'ABOUT 1-1/2 MILES EAST OF THE VILLAGE OF CROSSROADS, AT HIGHWAY
 FC1161'STATION 430675, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST
 FC1161'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED U 40 1934.
 FC1161
 FC1161                          STATION RECOVERY (1972)
 FC1161
 FC1161'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1728 ***********************************************************************
 FB1728  DESIGNATION -  U 41
 FB1728  PID         -  FB1728
 FB1728  STATE/COUNTY-  TN/KNOX
 FB1728  USGS QUAD   -  SHOOKS GAP (1987)
 FB1728
 FB1728                         *CURRENT SURVEY CONTROL
 FB1728  ___________________________________________________________________
 FB1728* NAD 83(1986)-  35 52 38.     (N)    083 49 27.     (W)     SCALED    
 FB1728* NAVD 88     -       291.700  (meters)     957.02   (feet)  ADJUSTED  
 FB1728  ___________________________________________________________________
 FB1728  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FB1728  DYNAMIC HT  -         291.427 (meters)     956.12  (feet)  COMP
 FB1728  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FB1728
 FB1728  VERT ORDER  -  SECOND    CLASS 0
 FB1728
 FB1728.The horizontal coordinates were scaled from a topographic map and have
 FB1728.an estimated accuracy of +/- 6 seconds.
 FB1728
 FB1728.The orthometric height was determined by differential leveling
 FB1728.and adjusted by the National Geodetic Survey in June 1991..
 FB1728
 FB1728.The geoid height was determined by GEOID03.
 FB1728
 FB1728.The dynamic height is computed by dividing the NAVD 88
 FB1728.geopotential number by the normal gravity value computed on the
 FB1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1728.degrees latitude (g = 980.6199 gals.).
 FB1728
 FB1728.The modeled gravity was interpolated from observed gravity values.
 FB1728
 FB1728;                    North         East    Units  Estimated Accuracy
 FB1728;SPC TN       -   173,480.      796,460.      MT  (+/- 180 meters Scaled)
 FB1728
 FB1728                          SUPERSEDED SURVEY CONTROL
 FB1728
 FB1728  NGVD 29 (??/??/92)  291.830  (m)          957.45   (f) ADJ UNCH    2 0
 FB1728
 FB1728.Superseded values are not recommended for survey control.
 FB1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1728.See file dsdata.txt to determine how the superseded data were derived.
 FB1728
 FB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV450740(NAD 83)
 FB1728_MARKER: DB = BENCH MARK DISK
 FB1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1728_STAMPING: U 41 1934
 FB1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1728+STABILITY: SURFACE MOTION
 FB1728
 FB1728  HISTORY     - Date     Condition        Report By
 FB1728  HISTORY     - 1934     MONUMENTED       CGS
 FB1728  HISTORY     - 1950     MARK NOT FOUND   NGS
 FB1728
 FB1728                          STATION DESCRIPTION
 FB1728
 FB1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1728'9.8 MI FROM KNOXVILLE.
 FB1728'9.8 MILES SOUTHEAST ALONG THE TENNESSEE AND NORTH CAROLINA
 FB1728'RAILWAY FROM KNOXVILLE, AT KLONDIKE CROSSING, 50 FEET WEST OF A
 FB1728'COUNTY-ROAD CROSSING, AND 15 FEET NORTH OF THE CENTERLINE OF
 FB1728'THE TRACK.  A STANDARD DISK, STAMPED U 41 1934 AND SET IN THE
 FB1728'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0855 ***********************************************************************
 FC0855  DESIGNATION -  U 42
 FC0855  PID         -  FC0855
 FC0855  STATE/COUNTY-  TN/CUMBERLAND
 FC0855  USGS QUAD   -  GRASSY COVE (1976)
 FC0855
 FC0855                         *CURRENT SURVEY CONTROL
 FC0855  ___________________________________________________________________
 FC0855* NAD 83(1986)-  35 49 54.     (N)    084 59 42.     (W)     SCALED    
 FC0855* NAVD 88     -       549.791  (meters)    1803.77   (feet)  ADJUSTED  
 FC0855  ___________________________________________________________________
 FC0855  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FC0855  DYNAMIC HT  -         549.266 (meters)    1802.05  (feet)  COMP
 FC0855  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 FC0855
 FC0855  VERT ORDER  -  SECOND    CLASS 0
 FC0855
 FC0855.The horizontal coordinates were scaled from a topographic map and have
 FC0855.an estimated accuracy of +/- 6 seconds.
 FC0855
 FC0855.The orthometric height was determined by differential leveling
 FC0855.and adjusted by the National Geodetic Survey in June 1991..
 FC0855
 FC0855.The geoid height was determined by GEOID03.
 FC0855
 FC0855.The dynamic height is computed by dividing the NAVD 88
 FC0855.geopotential number by the normal gravity value computed on the
 FC0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0855.degrees latitude (g = 980.6199 gals.).
 FC0855
 FC0855.The modeled gravity was interpolated from observed gravity values.
 FC0855
 FC0855;                    North         East    Units  Estimated Accuracy
 FC0855;SPC TN       -   166,710.      690,800.      MT  (+/- 180 meters Scaled)
 FC0855
 FC0855                          SUPERSEDED SURVEY CONTROL
 FC0855
 FC0855  NGVD 29 (??/??/92)  549.837  (m)         1803.92   (f) ADJ UNCH    2 0
 FC0855
 FC0855.Superseded values are not recommended for survey control.
 FC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0855.See file dsdata.txt to determine how the superseded data were derived.
 FC0855
 FC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE811671(NAD 83)
 FC0855_MARKER: DB = BENCH MARK DISK
 FC0855_SETTING: 66 = SET IN ROCK OUTCROP
 FC0855_SP_SET: SANDSTONE LEDGE
 FC0855_STAMPING: U 42 1934
 FC0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0855+STABILITY: POSITION/ELEVATION WELL
 FC0855
 FC0855  HISTORY     - Date     Condition        Report By
 FC0855  HISTORY     - 1934     MONUMENTED       CGS
 FC0855  HISTORY     - 1934     GOOD             NGS
 FC0855
 FC0855                          STATION DESCRIPTION
 FC0855
 FC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0855'9.3 MI S FROM CROSSVILLE.
 FC0855'9.3 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 FC0855'COUNTY, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP
 FC0855'OF A SANDSTONE LEDGE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 FC0855'A STANDARD DISK, STAMPED U 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1033 ***********************************************************************
 FC1033  DESIGNATION -  U 43
 FC1033  PID         -  FC1033
 FC1033  STATE/COUNTY-  TN/BLEDSOE
 FC1033  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC1033
 FC1033                         *CURRENT SURVEY CONTROL
 FC1033  ___________________________________________________________________
 FC1033* NAD 83(1986)-  35 40 11.     (N)    085 14 24.     (W)     SCALED    
 FC1033* NAVD 88     -       524.853  (meters)    1721.96   (feet)  ADJUSTED  
 FC1033  ___________________________________________________________________
 FC1033  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FC1033  DYNAMIC HT  -         524.351 (meters)    1720.31  (feet)  COMP
 FC1033  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FC1033
 FC1033  VERT ORDER  -  SECOND    CLASS 0
 FC1033
 FC1033.The horizontal coordinates were scaled from a topographic map and have
 FC1033.an estimated accuracy of +/- 6 seconds.
 FC1033
 FC1033.The orthometric height was determined by differential leveling
 FC1033.and adjusted by the National Geodetic Survey in June 1991..
 FC1033
 FC1033.The geoid height was determined by GEOID03.
 FC1033
 FC1033.The dynamic height is computed by dividing the NAVD 88
 FC1033.geopotential number by the normal gravity value computed on the
 FC1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1033.degrees latitude (g = 980.6199 gals.).
 FC1033
 FC1033.The modeled gravity was interpolated from observed gravity values.
 FC1033
 FC1033;                    North         East    Units  Estimated Accuracy
 FC1033;SPC TN       -   148,540.      668,810.      MT  (+/- 180 meters Scaled)
 FC1033
 FC1033                          SUPERSEDED SURVEY CONTROL
 FC1033
 FC1033  NGVD 29 (??/??/92)  524.897  (m)         1722.10   (f) ADJ UNCH    2 0
 FC1033
 FC1033.Superseded values are not recommended for survey control.
 FC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1033.See file dsdata.txt to determine how the superseded data were derived.
 FC1033
 FC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE592487(NAD 83)
 FC1033_MARKER: DB = BENCH MARK DISK
 FC1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1033_STAMPING: U 43 1934
 FC1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1033+STABILITY: SURFACE MOTION
 FC1033
 FC1033  HISTORY     - Date     Condition        Report By
 FC1033  HISTORY     - 1934     MONUMENTED       CGS
 FC1033  HISTORY     - 1953     MARK NOT FOUND   NGS
 FC1033
 FC1033                          STATION DESCRIPTION
 FC1033
 FC1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1033'7.8 MI NW FROM PIKEVILLE.
 FC1033'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE,
 FC1033'BLEDSOE COUNTY, 125 FEET EAST OF THE JUNCTION OF STATE HIGHWAY
 FC1033'101, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 10
 FC1033'FEET NORTH OF A BANK.  A STANDARD DISK, STAMPED U 43 1934 AND
 FC1033'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0992 ***********************************************************************
 FC0992  DESIGNATION -  U 44
 FC0992  PID         -  FC0992
 FC0992  STATE/COUNTY-  TN/CUMBERLAND
 FC0992  USGS QUAD   -  CROSSVILLE (1982)
 FC0992
 FC0992                         *CURRENT SURVEY CONTROL
 FC0992  ___________________________________________________________________
 FC0992* NAD 83(1986)-  35 59 49.     (N)    085 02 37.     (W)     SCALED    
 FC0992* NAVD 88     -       514.745  (meters)    1688.79   (feet)  ADJUSTED  
 FC0992  ___________________________________________________________________
 FC0992  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC0992  DYNAMIC HT  -         514.267 (meters)    1687.22  (feet)  COMP
 FC0992  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0992
 FC0992  VERT ORDER  -  SECOND    CLASS 0
 FC0992
 FC0992.The horizontal coordinates were scaled from a topographic map and have
 FC0992.an estimated accuracy of +/- 6 seconds.
 FC0992
 FC0992.The orthometric height was determined by differential leveling
 FC0992.and adjusted by the National Geodetic Survey in June 1991..
 FC0992
 FC0992.The geoid height was determined by GEOID03.
 FC0992
 FC0992.The dynamic height is computed by dividing the NAVD 88
 FC0992.geopotential number by the normal gravity value computed on the
 FC0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0992.degrees latitude (g = 980.6199 gals.).
 FC0992
 FC0992.The modeled gravity was interpolated from observed gravity values.
 FC0992
 FC0992;                    North         East    Units  Estimated Accuracy
 FC0992;SPC TN       -   185,000.      686,230.      MT  (+/- 180 meters Scaled)
 FC0992
 FC0992                          SUPERSEDED SURVEY CONTROL
 FC0992
 FC0992  NGVD 29 (??/??/92)  514.802  (m)         1688.98   (f) ADJ UNCH    2 0
 FC0992
 FC0992.Superseded values are not recommended for survey control.
 FC0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0992.See file dsdata.txt to determine how the superseded data were derived.
 FC0992
 FC0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE763853(NAD 83)
 FC0992_MARKER: DB = BENCH MARK DISK
 FC0992_SETTING: 66 = SET IN ROCK OUTCROP
 FC0992_SP_SET: BEDROCK
 FC0992_STAMPING: U 44 1960
 FC0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0992+STABILITY: POSITION/ELEVATION WELL
 FC0992
 FC0992  HISTORY     - Date     Condition        Report By
 FC0992  HISTORY     - 1960     MONUMENTED       CGS
 FC0992  HISTORY     - 1960     GOOD             NGS
 FC0992
 FC0992                          STATION DESCRIPTION
 FC0992
 FC0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0992'4 MI NW FROM CROSSVILLE.
 FC0992'FROM THE POST OFFICE IN CROSSVILLE, GO 3.9 MILES NORTHWEST ON
 FC0992'STATE HIGHWAY 127 TO A BRIDGE OVER OBED RIVER, THEN GO 0.1 MILE
 FC0992'EAST ALONG THE OLD HIGHWAY TO THE REMAINS OF THE OLD BRIDGE
 FC0992'OVER THE OBED RIVER.  THE BENCH MARK IS 20 FT. SOUTH OF THE
 FC0992'SOUTH END OF THE BRIDGE, AND 20 FT. EAST OF THE CENTER OF THE
 FC0992'OLD HIGHWAY.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC0992'BEDROCK ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2298 ***********************************************************************
 GA2298  DESIGNATION -  U 45
 GA2298  PID         -  GA2298
 GA2298  STATE/COUNTY-  TN/GRAINGER
 GA2298  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2298
 GA2298                         *CURRENT SURVEY CONTROL
 GA2298  ___________________________________________________________________
 GA2298* NAD 83(1986)-  36 17 05.     (N)    083 36 46.     (W)     SCALED    
 GA2298* NAVD 88     -       413.378  (meters)    1356.22   (feet)  ADJUSTED  
 GA2298  ___________________________________________________________________
 GA2298  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2298  DYNAMIC HT  -         413.001 (meters)    1354.99  (feet)  COMP
 GA2298  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 GA2298
 GA2298  VERT ORDER  -  SECOND    CLASS 0
 GA2298
 GA2298.The horizontal coordinates were scaled from a topographic map and have
 GA2298.an estimated accuracy of +/- 6 seconds.
 GA2298
 GA2298.The orthometric height was determined by differential leveling
 GA2298.and adjusted by the National Geodetic Survey in June 1991..
 GA2298
 GA2298.The geoid height was determined by GEOID03.
 GA2298
 GA2298.The dynamic height is computed by dividing the NAVD 88
 GA2298.geopotential number by the normal gravity value computed on the
 GA2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2298.degrees latitude (g = 980.6199 gals.).
 GA2298
 GA2298.The modeled gravity was interpolated from observed gravity values.
 GA2298
 GA2298;                    North         East    Units  Estimated Accuracy
 GA2298;SPC TN       -   219,120.      814,440.      MT  (+/- 180 meters Scaled)
 GA2298
 GA2298                          SUPERSEDED SURVEY CONTROL
 GA2298
 GA2298  NGVD 29 (??/??/92)  413.438  (m)         1356.42   (f) ADJ UNCH    2 0
 GA2298
 GA2298.Superseded values are not recommended for survey control.
 GA2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2298.See file dsdata.txt to determine how the superseded data were derived.
 GA2298
 GA2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA653186(NAD 83)
 GA2298_MARKER: DB = BENCH MARK DISK
 GA2298_SETTING: 66 = SET IN ROCK OUTCROP
 GA2298_SP_SET: MARBLE OUTCROP
 GA2298_STAMPING: U 45 1934
 GA2298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2298+STABILITY: POSITION/ELEVATION WELL
 GA2298
 GA2298  HISTORY     - Date     Condition        Report By
 GA2298  HISTORY     - 1934     MONUMENTED       CGS
 GA2298  HISTORY     - 1950     GOOD             NGS
 GA2298
 GA2298                          STATION DESCRIPTION
 GA2298
 GA2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2298'1.7 MI SW FROM WASHBURN.
 GA2298'1.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2298'AT WASHBURN, GRAINGER COUNTY, 12 RAILS NORTHEAST OF MILEPOST
 GA2298'31, AT THE CROSSING OF A COUNTY ROAD, 62 FEET NORTHWEST OF THE
 GA2298'CENTERLINE OF THE MAIN TRACK, 29 FEET NORTHEAST OF THE CENTERLINE
 GA2298'OF THE COUNTY ROAD, 57.8 FEET SOUTHEAST OF A NAIL AND BOTTLE
 GA2298'CAP IN A 12-INCH LOCUST TREE IN A FENCE LINE, 38.7 FEET NORTH
 GA2298'OF A NAIL AND BOTTLE CAP IN A TELEPHONE POLE, 17.3 FEET SOUTHWEST
 GA2298'OF A NAIL AND BOTTLE CAP IN A 3-INCH LOCUST TREE, 14.9 FEET
 GA2298'NORTHEAST OF A STEEL POST WITH A CONTROL-MARKER SIGN, AND IN
 GA2298'THE TOP OF THE HIGH POINT OF AN 8- BY 4-FOOT MARBLE OUTCROP.
 GA2298'A STANDARD DISK, STAMPED U 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1786 ***********************************************************************
 FB1786  DESIGNATION -  U 47
 FB1786  PID         -  FB1786
 FB1786  STATE/COUNTY-  TN/SEVIER
 FB1786  USGS QUAD   -  PIGEON FORGE (1970)
 FB1786
 FB1786                         *CURRENT SURVEY CONTROL
 FB1786  ___________________________________________________________________
 FB1786* NAD 83(1986)-  35 49 59.     (N)    083 34 22.     (W)     SCALED    
 FB1786* NAVD 88     -       291.238  (meters)     955.50   (feet)  ADJUSTED  
 FB1786  ___________________________________________________________________
 FB1786  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1786  DYNAMIC HT  -         290.963 (meters)     954.60  (feet)  COMP
 FB1786  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FB1786
 FB1786  VERT ORDER  -  SECOND    CLASS 0
 FB1786
 FB1786.The horizontal coordinates were scaled from a topographic map and have
 FB1786.an estimated accuracy of +/- 6 seconds.
 FB1786
 FB1786.The orthometric height was determined by differential leveling
 FB1786.and adjusted by the National Geodetic Survey in June 1991..
 FB1786
 FB1786.The geoid height was determined by GEOID03.
 FB1786
 FB1786.The dynamic height is computed by dividing the NAVD 88
 FB1786.geopotential number by the normal gravity value computed on the
 FB1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1786.degrees latitude (g = 980.6199 gals.).
 FB1786
 FB1786.The modeled gravity was interpolated from observed gravity values.
 FB1786
 FB1786;                    North         East    Units  Estimated Accuracy
 FB1786;SPC TN       -   169,110.      819,270.      MT  (+/- 180 meters Scaled)
 FB1786
 FB1786                          SUPERSEDED SURVEY CONTROL
 FB1786
 FB1786  NGVD 29 (??/??/92)  291.371  (m)          955.94   (f) ADJ UNCH    2 0
 FB1786
 FB1786.Superseded values are not recommended for survey control.
 FB1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1786.See file dsdata.txt to determine how the superseded data were derived.
 FB1786
 FB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV676684(NAD 83)
 FB1786_MARKER: DB = BENCH MARK DISK
 FB1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1786+STABILITY: SURFACE MOTION
 FB1786
 FB1786  HISTORY     - Date     Condition        Report By
 FB1786  HISTORY     - UNK      MONUMENTED       CGS
 FB1786  HISTORY     - 1934     GOOD             NGS
 FB1786
 FB1786                          STATION DESCRIPTION
 FB1786
 FB1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1786'2.6 MI SE FROM SEVIERVILLE.
 FB1786'3.7 MILES NORTHWEST OF PIGEON FORGE ON THE PROPERTY OF DR. J.W.
 FB1786'OGLE, 300 FT. SOUTHWEST OF A LARGE 2-STORY WHITE HOUSE, 40 FT.
 FB1786'EAST OF CENTER OF HWY. NO. 71, 40 FT. SOUTH OF CENTER OF DRIVE
 FB1786'LEADING TO WHITE HOUSE, 25 FT. EAST OF A FENCE CORNER, 16 FT.
 FB1786'EAST OF A 50 INCH OAK TREE, 1 FT. NORTH OF FENCE.  SET IN A 6
 FB1786'INCH BY 6 INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1787 ***********************************************************************
 FB1787  DESIGNATION -  U 47 RESET
 FB1787  PID         -  FB1787
 FB1787  STATE/COUNTY-  TN/SEVIER
 FB1787  USGS QUAD   -  PIGEON FORGE (1970)
 FB1787
 FB1787                         *CURRENT SURVEY CONTROL
 FB1787  ___________________________________________________________________
 FB1787* NAD 83(1986)-  35 49 59.     (N)    083 34 22.     (W)     SCALED    
 FB1787* NAVD 88     -       290.66   (+/-2cm)     953.6    (feet)  VERTCON   
 FB1787  ___________________________________________________________________
 FB1787  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1787
 FB1787  VERT ORDER  -  THIRD (See Below)
 FB1787
 FB1787.The horizontal coordinates were scaled from a topographic map and have
 FB1787.an estimated accuracy of +/- 6 seconds.
 FB1787
 FB1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1787.The vertical order pertains to the NGVD 29 superseded value.
 FB1787
 FB1787.The geoid height was determined by GEOID03.
 FB1787
 FB1787;                    North         East    Units  Estimated Accuracy
 FB1787;SPC TN       -   169,110.      819,270.      MT  (+/- 180 meters Scaled)
 FB1787
 FB1787                          SUPERSEDED SURVEY CONTROL
 FB1787
 FB1787  NGVD 29 (??/??/??)  290.79   (m)          954.0    (f) RESET       3  
 FB1787
 FB1787.Superseded values are not recommended for survey control.
 FB1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1787.See file dsdata.txt to determine how the superseded data were derived.
 FB1787
 FB1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV676684(NAD 83)
 FB1787_MARKER: DD = SURVEY DISK
 FB1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1787_STAMPING: U 47 1934 RESET 1947 US TVA
 FB1787_MARK LOGO: TVA   
 FB1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1787+STABILITY: SURFACE MOTION
 FB1787
 FB1787  HISTORY     - Date     Condition        Report By
 FB1787  HISTORY     - 1947     MONUMENTED       TVA
 FB1787  HISTORY     - 1949     GOOD             NGS
 FB1787  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1787
 FB1787                          STATION DESCRIPTION
 FB1787
 FB1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1787'2.9 MI S FROM SEVIERVILLE.
 FB1787'2.9 MILES SOUTH ALONG OLD STATE HIGHWAY 71 FROM SEVIERVILLE, 3.6
 FB1787'MILES NORTHWEST OF PIGEON FORGE, ON THE DR. J.W. OGLE PROPERTY,
 FB1787'ABOUT 150 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 FB1787'SOUTHWEST CORNER OF A FLOWER GARDEN, 87 FEET SOUTHWEST OF THE
 FB1787'SOUTHWEST CORNER OF A LARGE WHITE HOUSE NAMED FIVE OAKS, 90.7
 FB1787'FEET TO TELEPHONE POLE 1197, 31.2 FEET SOUTHEAST OF A NAIL AND
 FB1787'TVA WASHER IN A 48 INCH POST OAK, 58.4 FEET SOUTH-SOUTHWEST OF
 FB1787'A NAIL AND TVA WASHER IN A 60-INCH WHITE OAK, AND 7 FEET NORTH
 FB1787'OF AN EAST-AND-WEST FENCE.  A 2-1/2- BY 2-1/2-INCH BRONZE SQUARE,
 FB1787'STAMPED U 47 1934 RESET 1947 US TVA AND SET IN THE TOP OF A
 FB1787'CONCRETE POST.
 FB1787
 FB1787                          STATION RECOVERY (1972)
 FB1787
 FB1787'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0975 ***********************************************************************
 GB0975  DESIGNATION -  U 48
 GB0975  PID         -  GB0975
 GB0975  STATE/COUNTY-  TN/FENTRESS
 GB0975  USGS QUAD   -  BURRVILLE (1979)
 GB0975
 GB0975                         *CURRENT SURVEY CONTROL
 GB0975  ___________________________________________________________________
 GB0975* NAD 83(1986)-  36 22 28.     (N)    084 46 50.     (W)     SCALED    
 GB0975* NAVD 88     -       445.286  (meters)    1460.91   (feet)  ADJUSTED  
 GB0975  ___________________________________________________________________
 GB0975  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0975  DYNAMIC HT  -         444.903 (meters)    1459.65  (feet)  COMP
 GB0975  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GB0975
 GB0975  VERT ORDER  -  SECOND    CLASS 0
 GB0975
 GB0975.The horizontal coordinates were scaled from a topographic map and have
 GB0975.an estimated accuracy of +/- 6 seconds.
 GB0975
 GB0975.The orthometric height was determined by differential leveling
 GB0975.and adjusted by the National Geodetic Survey in June 1991..
 GB0975
 GB0975.The geoid height was determined by GEOID03.
 GB0975
 GB0975.The dynamic height is computed by dividing the NAVD 88
 GB0975.geopotential number by the normal gravity value computed on the
 GB0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0975.degrees latitude (g = 980.6199 gals.).
 GB0975
 GB0975.The modeled gravity was interpolated from observed gravity values.
 GB0975
 GB0975;                    North         East    Units  Estimated Accuracy
 GB0975;SPC TN       -   227,150.      709,420.      MT  (+/- 180 meters Scaled)
 GB0975
 GB0975                          SUPERSEDED SURVEY CONTROL
 GB0975
 GB0975  NGVD 29 (??/??/92)  445.402  (m)         1461.29   (f) ADJ UNCH    2 0
 GB0975
 GB0975.Superseded values are not recommended for survey control.
 GB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0975.See file dsdata.txt to determine how the superseded data were derived.
 GB0975
 GB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF990277(NAD 83)
 GB0975_MARKER: DB = BENCH MARK DISK
 GB0975_SETTING: 66 = SET IN ROCK OUTCROP
 GB0975_SP_SET: ROCK LEDGE
 GB0975_STAMPING: U 48 1934
 GB0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0975+STABILITY: POSITION/ELEVATION WELL
 GB0975
 GB0975  HISTORY     - Date     Condition        Report By
 GB0975  HISTORY     - 1934     MONUMENTED       CGS
 GB0975  HISTORY     - 1950     GOOD             NGS
 GB0975
 GB0975                          STATION DESCRIPTION
 GB0975
 GB0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0975'6.4 MI E FROM ALLARDT.
 GB0975'6.4 MILES EAST ALONG STATE HIGHWAY 52 FROM ALLARDT, FENTRESS
 GB0975'COUNTY, 700 FEET WEST OF THE POST OFFICE AT ARMATHWAITE, 80
 GB0975'FEET WEST OF A SMALL DRAIN, 24 FEET SOUTH OF THE CENTERLINE
 GB0975'OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE LEDGE.  A STANDARD
 GB0975'DISK, STAMPED U 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0546 ***********************************************************************
 GB0546  DESIGNATION -  U 49
 GB0546  PID         -  GB0546
 GB0546  STATE/COUNTY-  TN/SCOTT
 GB0546  USGS QUAD   -  PIONEER (1979)
 GB0546
 GB0546                         *CURRENT SURVEY CONTROL
 GB0546  ___________________________________________________________________
 GB0546* NAD 83(1986)-  36 24 00.     (N)    084 19 39.     (W)     SCALED    
 GB0546* NAVD 88     -       459.560  (meters)    1507.74   (feet)  ADJUSTED  
 GB0546  ___________________________________________________________________
 GB0546  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GB0546  DYNAMIC HT  -         459.149 (meters)    1506.39  (feet)  COMP
 GB0546  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 GB0546
 GB0546  VERT ORDER  -  SECOND    CLASS 0
 GB0546
 GB0546.The horizontal coordinates were scaled from a topographic map and have
 GB0546.an estimated accuracy of +/- 6 seconds.
 GB0546
 GB0546.The orthometric height was determined by differential leveling
 GB0546.and adjusted by the National Geodetic Survey in June 1991..
 GB0546
 GB0546.The geoid height was determined by GEOID03.
 GB0546
 GB0546.The dynamic height is computed by dividing the NAVD 88
 GB0546.geopotential number by the normal gravity value computed on the
 GB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0546.degrees latitude (g = 980.6199 gals.).
 GB0546
 GB0546.The modeled gravity was interpolated from observed gravity values.
 GB0546
 GB0546;                    North         East    Units  Estimated Accuracy
 GB0546;SPC TN       -   230,580.      750,030.      MT  (+/- 180 meters Scaled)
 GB0546
 GB0546                          SUPERSEDED SURVEY CONTROL
 GB0546
 GB0546  NGVD 29 (??/??/92)  459.662  (m)         1508.07   (f) ADJ UNCH    2 0
 GB0546
 GB0546.Superseded values are not recommended for survey control.
 GB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0546.See file dsdata.txt to determine how the superseded data were derived.
 GB0546
 GB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF396316(NAD 83)
 GB0546_MARKER: DB = BENCH MARK DISK
 GB0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0546_SP_SET: CULVERT
 GB0546_STAMPING: U 49 1934
 GB0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0546
 GB0546  HISTORY     - Date     Condition        Report By
 GB0546  HISTORY     - 1934     MONUMENTED       CGS
 GB0546
 GB0546                          STATION DESCRIPTION
 GB0546
 GB0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0546'5.7 MI NW FROM TURLEY.
 GB0546'IN SCOTT COUNTY, 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM
 GB0546'TURLEY, CAMPBELL COUNTY, JUST WEST OF THE SCOTT-CAMPBELL COUNTY
 GB0546'LINE, AT THE CONCRETE CULVERT OVER JAKES BRANCH, IN THE TOP OF THE
 GB0546'WEST END OF THE SOUTH HEADWALL, 1.5 FEET FROM THE WEST END, AND
 GB0546'ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB0546'U 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0592 ***********************************************************************
 GB0592  DESIGNATION -  U 50
 GB0592  PID         -  GB0592
 GB0592  STATE/COUNTY-  TN/CAMPBELL
 GB0592  USGS QUAD   -  JACKSBORO (1991)
 GB0592
 GB0592                         *CURRENT SURVEY CONTROL
 GB0592  ___________________________________________________________________
 GB0592* NAD 83(1986)-  36 20 55.     (N)    084 09 21.     (W)     SCALED    
 GB0592* NAVD 88     -       339.660  (meters)    1114.37   (feet)  ADJUSTED  
 GB0592  ___________________________________________________________________
 GB0592  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0592  DYNAMIC HT  -         339.358 (meters)    1113.38  (feet)  COMP
 GB0592  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GB0592
 GB0592  VERT ORDER  -  SECOND    CLASS 0
 GB0592
 GB0592.The horizontal coordinates were scaled from a topographic map and have
 GB0592.an estimated accuracy of +/- 6 seconds.
 GB0592
 GB0592.The orthometric height was determined by differential leveling
 GB0592.and adjusted by the National Geodetic Survey in June 1991..
 GB0592
 GB0592.The geoid height was determined by GEOID03.
 GB0592
 GB0592.The dynamic height is computed by dividing the NAVD 88
 GB0592.geopotential number by the normal gravity value computed on the
 GB0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0592.degrees latitude (g = 980.6199 gals.).
 GB0592
 GB0592.The modeled gravity was interpolated from observed gravity values.
 GB0592
 GB0592;                    North         East    Units  Estimated Accuracy
 GB0592;SPC TN       -   225,160.      765,530.      MT  (+/- 180 meters Scaled)
 GB0592
 GB0592                          SUPERSEDED SURVEY CONTROL
 GB0592
 GB0592  NGVD 29 (??/??/92)  339.780  (m)         1114.76   (f) ADJ UNCH    2 0
 GB0592
 GB0592.Superseded values are not recommended for survey control.
 GB0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0592.See file dsdata.txt to determine how the superseded data were derived.
 GB0592
 GB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF552263(NAD 83)
 GB0592_MARKER: DB = BENCH MARK DISK
 GB0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0592_STAMPING: U 50 1934
 GB0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0592+STABILITY: SURFACE MOTION
 GB0592
 GB0592  HISTORY     - Date     Condition        Report By
 GB0592  HISTORY     - 1934     MONUMENTED       CGS
 GB0592  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0592  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0592
 GB0592                          STATION DESCRIPTION
 GB0592
 GB0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0592'1.9 MI NE FROM JACKSBORO.
 GB0592'1.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0592'FROM JACKSBORO, CAMPBELL COUNTY, 800 FEET NORTHEAST OF MILEPOST
 GB0592'L 227, 30 FEET NORTH OF A GRADE CROSSING, AND 42 FEET NORTHWEST
 GB0592'OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED U 50 1934
 GB0592'AND SET IN THE TOP OF A CONCRETE POST.
 GB0592
 GB0592                          STATION RECOVERY (1973)
 GB0592
 GB0592'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0371 ***********************************************************************
 GA0371  DESIGNATION -  U 52
 GA0371  PID         -  GA0371
 GA0371  STATE/COUNTY-  TN/UNICOI
 GA0371  USGS QUAD   -  ERWIN (1971)
 GA0371
 GA0371                         *CURRENT SURVEY CONTROL
 GA0371  ___________________________________________________________________
 GA0371* NAD 83(1986)-  36 08 41.     (N)    082 25 13.     (W)     SCALED    
 GA0371* NAVD 88     -       506.784  (meters)    1662.67   (feet)  ADJUSTED  
 GA0371  ___________________________________________________________________
 GA0371  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA0371  DYNAMIC HT  -         506.285 (meters)    1661.04  (feet)  COMP
 GA0371  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 GA0371
 GA0371  VERT ORDER  -  SECOND    CLASS 0
 GA0371
 GA0371.The horizontal coordinates were scaled from a topographic map and have
 GA0371.an estimated accuracy of +/- 6 seconds.
 GA0371
 GA0371.The orthometric height was determined by differential leveling
 GA0371.and adjusted by the National Geodetic Survey in June 1991..
 GA0371
 GA0371.The geoid height was determined by GEOID03.
 GA0371
 GA0371.The dynamic height is computed by dividing the NAVD 88
 GA0371.geopotential number by the normal gravity value computed on the
 GA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0371.degrees latitude (g = 980.6199 gals.).
 GA0371
 GA0371.The modeled gravity was interpolated from observed gravity values.
 GA0371
 GA0371;                    North         East    Units  Estimated Accuracy
 GA0371;SPC TN       -   206,860.      922,090.      MT  (+/- 180 meters Scaled)
 GA0371
 GA0371                          SUPERSEDED SURVEY CONTROL
 GA0371
 GA0371  NGVD 29 (??/??/92)  506.909  (m)         1663.08   (f) ADJ UNCH    2 0
 GA0371
 GA0371.Superseded values are not recommended for survey control.
 GA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0371.See file dsdata.txt to determine how the superseded data were derived.
 GA0371
 GA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA722009(NAD 83)
 GA0371_MARKER: DB = BENCH MARK DISK
 GA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0371_STAMPING: U 52 1934
 GA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0371+STABILITY: SURFACE MOTION
 GA0371
 GA0371  HISTORY     - Date     Condition        Report By
 GA0371  HISTORY     - 1934     MONUMENTED       CGS
 GA0371  HISTORY     - 1935     GOOD             NGS
 GA0371
 GA0371                          STATION DESCRIPTION
 GA0371
 GA0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0371'AT ERWIN.
 GA0371'AT ERWIN, UNICOI COUNTY, AT THE SOUTHWEST CORNER OF THE
 GA0371'CLINCHFIELD RAILROAD OFFICE, IN THE YARD, 36 FEET EAST OF THE
 GA0371'NEAREST RAIL, AND 7 FEET NORTH OF THE SIDEWALK.  A STANDARD
 GA0371'DISK, STAMPED U 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0371
 GA0371                          STATION RECOVERY (1935)
 GA0371
 GA0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0361 ***********************************************************************
 FC0361  DESIGNATION -  U 53
 FC0361  PID         -  FC0361
 FC0361  STATE/COUNTY-  TN/MCMINN
 FC0361  USGS QUAD   -  ENGLEWOOD (1980)
 FC0361
 FC0361                         *CURRENT SURVEY CONTROL
 FC0361  ___________________________________________________________________
 FC0361* NAD 83(1986)-  35 25 29.     (N)    084 29 15.     (W)     SCALED    
 FC0361* NAVD 88     -       264.674  (meters)     868.35   (feet)  ADJUSTED  
 FC0361  ___________________________________________________________________
 FC0361  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0361  DYNAMIC HT  -         264.419 (meters)     867.51  (feet)  COMP
 FC0361  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 FC0361
 FC0361  VERT ORDER  -  SECOND    CLASS 0
 FC0361
 FC0361.The horizontal coordinates were scaled from a topographic map and have
 FC0361.an estimated accuracy of +/- 6 seconds.
 FC0361
 FC0361.The orthometric height was determined by differential leveling
 FC0361.and adjusted by the National Geodetic Survey in June 1991..
 FC0361
 FC0361.The geoid height was determined by GEOID03.
 FC0361
 FC0361.The dynamic height is computed by dividing the NAVD 88
 FC0361.geopotential number by the normal gravity value computed on the
 FC0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0361.degrees latitude (g = 980.6199 gals.).
 FC0361
 FC0361.The modeled gravity was interpolated from observed gravity values.
 FC0361
 FC0361;                    North         East    Units  Estimated Accuracy
 FC0361;SPC TN       -   122,150.      737,350.      MT  (+/- 180 meters Scaled)
 FC0361
 FC0361                          SUPERSEDED SURVEY CONTROL
 FC0361
 FC0361  NGVD 29 (??/??/92)  264.754  (m)          868.61   (f) ADJ UNCH    2 0
 FC0361
 FC0361.Superseded values are not recommended for survey control.
 FC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0361.See file dsdata.txt to determine how the superseded data were derived.
 FC0361
 FC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE281230(NAD 83)
 FC0361_MARKER: DB = BENCH MARK DISK
 FC0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0361_STAMPING: U 53 1934
 FC0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0361+STABILITY: SURFACE MOTION
 FC0361
 FC0361  HISTORY     - Date     Condition        Report By
 FC0361  HISTORY     - 1934     MONUMENTED       CGS
 FC0361  HISTORY     - 1949     GOOD             NGS
 FC0361
 FC0361                          STATION DESCRIPTION
 FC0361
 FC0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0361'AT ENGLEWOOD.
 FC0361'AT ENGLEWOOD, MC MINN COUNTY, 100 YARDS SOUTHWEST OF THE LOUISVILLE
 FC0361'AND NASHVILLE RAILROAD STATION, 70 YARDS NORTHEAST OF BLOCK SIGNAL
 FC0361'326.1, AT THE WYE OF THE TRACK LEADING TO ATHENS, 35 FEET
 FC0361'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 35 FEET SOUTHEAST
 FC0361'OF THE CENTERLINE OF THE TRACK LEADING TO ATHENS.  A STANDARD
 FC0361'DISK, STAMPED U 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 FC0361'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1896 ***********************************************************************
 GA1896  DESIGNATION -  U 54
 GA1896  PID         -  GA1896
 GA1896  STATE/COUNTY-  TN/HAWKINS
 GA1896  USGS QUAD   -  CAMELOT (1976)
 GA1896
 GA1896                         *CURRENT SURVEY CONTROL
 GA1896  ___________________________________________________________________
 GA1896* NAD 83(1986)-  36 22 32.     (N)    083 00 15.     (W)     SCALED    
 GA1896* NAVD 88     -       347.708  (meters)    1140.77   (feet)  ADJUSTED  
 GA1896  ___________________________________________________________________
 GA1896  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1896  DYNAMIC HT  -         347.390 (meters)    1139.73  (feet)  COMP
 GA1896  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA1896
 GA1896  VERT ORDER  -  SECOND    CLASS 0
 GA1896
 GA1896.The horizontal coordinates were scaled from a topographic map and have
 GA1896.an estimated accuracy of +/- 6 seconds.
 GA1896
 GA1896.The orthometric height was determined by differential leveling
 GA1896.and adjusted by the National Geodetic Survey in June 1991..
 GA1896
 GA1896.The geoid height was determined by GEOID03.
 GA1896
 GA1896.The dynamic height is computed by dividing the NAVD 88
 GA1896.geopotential number by the normal gravity value computed on the
 GA1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1896.degrees latitude (g = 980.6199 gals.).
 GA1896
 GA1896.The modeled gravity was interpolated from observed gravity values.
 GA1896
 GA1896;                    North         East    Units  Estimated Accuracy
 GA1896;SPC TN       -   230,700.      868,790.      MT  (+/- 180 meters Scaled)
 GA1896
 GA1896                          SUPERSEDED SURVEY CONTROL
 GA1896
 GA1896  NGVD 29 (??/??/92)  347.866  (m)         1141.29   (f) ADJ UNCH    2 0
 GA1896
 GA1896.Superseded values are not recommended for survey control.
 GA1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1896.See file dsdata.txt to determine how the superseded data were derived.
 GA1896
 GA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA202274(NAD 83)
 GA1896_MARKER: DB = BENCH MARK DISK
 GA1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1896_STAMPING: U 54 1934
 GA1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1896+STABILITY: SURFACE MOTION
 GA1896
 GA1896  HISTORY     - Date     Condition        Report By
 GA1896  HISTORY     - 1934     MONUMENTED       CGS
 GA1896  HISTORY     - 1949     GOOD             NGS
 GA1896
 GA1896                          STATION DESCRIPTION
 GA1896
 GA1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1896'AT AUSTINS MILL.
 GA1896'AT AUSTINS MILL, ON THE SOUTHERN RAILWAY, 18 FEET NORTH OF THE
 GA1896'STATION SIGN, 18 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 6
 GA1896'FEET NORTH OF A POLE, AND 1 FOOT EAST OF A WIRE RIGHT-OF-WAY FENCE.
 GA1896'A STANDARD DISK, STAMPED U 54 1934 AND SET IN THE TOP OF A CONCRETE
 GA1896'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1562 ***********************************************************************
 GA1562  DESIGNATION -  U 55
 GA1562  PID         -  GA1562
 GA1562  STATE/COUNTY-  TN/HANCOCK
 GA1562  USGS QUAD   -  KYLES FORD (1969)
 GA1562
 GA1562                         *CURRENT SURVEY CONTROL
 GA1562  ___________________________________________________________________
 GA1562* NAD 83(1986)-  36 34 11.     (N)    083 02 31.     (W)     SCALED    
 GA1562* NAVD 88     -       357.351  (meters)    1172.41   (feet)  ADJUSTED  
 GA1562  ___________________________________________________________________
 GA1562  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1562  DYNAMIC HT  -         357.035 (meters)    1171.37  (feet)  COMP
 GA1562  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 GA1562
 GA1562  VERT ORDER  -  SECOND    CLASS 0
 GA1562
 GA1562.The horizontal coordinates were scaled from a topographic map and have
 GA1562.an estimated accuracy of +/- 6 seconds.
 GA1562
 GA1562.The orthometric height was determined by differential leveling
 GA1562.and adjusted by the National Geodetic Survey in June 1991..
 GA1562
 GA1562.The geoid height was determined by GEOID03.
 GA1562
 GA1562.The dynamic height is computed by dividing the NAVD 88
 GA1562.geopotential number by the normal gravity value computed on the
 GA1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1562.degrees latitude (g = 980.6199 gals.).
 GA1562
 GA1562.The modeled gravity was interpolated from observed gravity values.
 GA1562
 GA1562;                    North         East    Units  Estimated Accuracy
 GA1562;SPC TN       -   252,130.      864,750.      MT  (+/- 180 meters Scaled)
 GA1562
 GA1562                          SUPERSEDED SURVEY CONTROL
 GA1562
 GA1562  NGVD 29 (??/??/92)  357.508  (m)         1172.92   (f) ADJ UNCH    2 0
 GA1562
 GA1562.Superseded values are not recommended for survey control.
 GA1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1562.See file dsdata.txt to determine how the superseded data were derived.
 GA1562
 GA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA172490(NAD 83)
 GA1562_MARKER: DB = BENCH MARK DISK
 GA1562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1562_SP_SET: ABUTMENT
 GA1562_STAMPING: U 55 1934
 GA1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1562
 GA1562  HISTORY     - Date     Condition        Report By
 GA1562  HISTORY     - 1934     MONUMENTED       CGS
 GA1562  HISTORY     - 1935     GOOD             NGS
 GA1562
 GA1562                          STATION DESCRIPTION
 GA1562
 GA1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1562'19.1 MI N FROM ROGERSVILLE.
 GA1562'IN HANCOCK COUNTY, 19.1 MILES NORTH ALONG STATE HIGHWAY 70
 GA1562'FROM ROGERSVILLE, HAWKINS COUNTY, AT THE NORTH END OF THE
 GA1562'CLINCH RIVER BRIDGE, AND IN THE TOP OF THE CENTER OF THE EAST
 GA1562'WING WALL OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED
 GA1562'U 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1393 ***********************************************************************
 GA1393  DESIGNATION -  U 57
 GA1393  PID         -  GA1393
 GA1393  STATE/COUNTY-  TN/SULLIVAN
 GA1393  USGS QUAD   -  KINGSPORT (1991)
 GA1393
 GA1393                         *CURRENT SURVEY CONTROL
 GA1393  ___________________________________________________________________
 GA1393* NAD 83(1986)-  36 31 33.     (N)    082 32 15.     (W)     SCALED    
 GA1393* NAVD 88     -       381.808  (meters)    1252.65   (feet)  ADJUSTED  
 GA1393  ___________________________________________________________________
 GA1393  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1393  DYNAMIC HT  -         381.463 (meters)    1251.52  (feet)  COMP
 GA1393  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GA1393
 GA1393  VERT ORDER  -  SECOND    CLASS 0
 GA1393
 GA1393.The horizontal coordinates were scaled from a topographic map and have
 GA1393.an estimated accuracy of +/- 6 seconds.
 GA1393
 GA1393.The orthometric height was determined by differential leveling
 GA1393.and adjusted by the National Geodetic Survey in June 1991..
 GA1393
 GA1393.The geoid height was determined by GEOID03.
 GA1393
 GA1393.The dynamic height is computed by dividing the NAVD 88
 GA1393.geopotential number by the normal gravity value computed on the
 GA1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1393.degrees latitude (g = 980.6199 gals.).
 GA1393
 GA1393.The modeled gravity was interpolated from observed gravity values.
 GA1393
 GA1393;                    North         East    Units  Estimated Accuracy
 GA1393;SPC TN       -   248,750.      910,050.      MT  (+/- 180 meters Scaled)
 GA1393
 GA1393                          SUPERSEDED SURVEY CONTROL
 GA1393
 GA1393.No superseded survey control is available for this station.
 GA1393
 GA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA623433(NAD 83)
 GA1393_MARKER: DB = BENCH MARK DISK
 GA1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1393_STAMPING: U 57 1934
 GA1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1393+STABILITY: SURFACE MOTION
 GA1393
 GA1393  HISTORY     - Date     Condition        Report By
 GA1393  HISTORY     - 1934     MONUMENTED       CGS
 GA1393
 GA1393                          STATION DESCRIPTION
 GA1393
 GA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1393'1.9 MI SE FROM KINGSPORT.
 GA1393'1.9 MILES SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1393'SULLIVAN COUNTY, 25 FEET WEST OF THE WEST SIDE OF THE STATION
 GA1393'AT EDGEWOOD, 80 FEET WEST OF THE CENTERLINE OF THE TRACK, 10
 GA1393'FEET EAST OF A ROW OF POLES, AND 3 FEET SOUTH OF THE SIDEWALK.  A
 GA1393'STANDARD DISK STAMPED U 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA1393'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0826 ***********************************************************************
 GD0826  DESIGNATION -  U 59
 GD0826  PID         -  GD0826
 GD0826  STATE/COUNTY-  TN/DYER
 GD0826  USGS QUAD   -  NEWBERN (1983)
 GD0826
 GD0826                         *CURRENT SURVEY CONTROL
 GD0826  ___________________________________________________________________
 GD0826* NAD 83(1986)-  36 01 37.     (N)    089 15 17.     (W)     SCALED    
 GD0826* NAVD 88     -        95.913  (meters)     314.67   (feet)  ADJUSTED  
 GD0826  ___________________________________________________________________
 GD0826  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0826  DYNAMIC HT  -          95.831 (meters)     314.41  (feet)  COMP
 GD0826  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0826
 GD0826  VERT ORDER  -  SECOND    CLASS 0
 GD0826
 GD0826.The horizontal coordinates were scaled from a topographic map and have
 GD0826.an estimated accuracy of +/- 6 seconds.
 GD0826
 GD0826.The orthometric height was determined by differential leveling
 GD0826.and adjusted by the National Geodetic Survey in June 1991..
 GD0826
 GD0826.The geoid height was determined by GEOID03.
 GD0826
 GD0826.The dynamic height is computed by dividing the NAVD 88
 GD0826.geopotential number by the normal gravity value computed on the
 GD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0826.degrees latitude (g = 980.6199 gals.).
 GD0826
 GD0826.The modeled gravity was interpolated from observed gravity values.
 GD0826
 GD0826;                    North         East    Units  Estimated Accuracy
 GD0826;SPC TN       -   192,780.      306,710.      MT  (+/- 180 meters Scaled)
 GD0826
 GD0826                          SUPERSEDED SURVEY CONTROL
 GD0826
 GD0826  NGVD 29 (??/??/??)   95.881  (m)          314.57   (f) ADJUSTED    2 0
 GD0826
 GD0826.Superseded values are not recommended for survey control.
 GD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0826.See file dsdata.txt to determine how the superseded data were derived.
 GD0826
 GD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE968892(NAD 83)
 GD0826_MARKER: DB = BENCH MARK DISK
 GD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0826_STAMPING: U 59 1935
 GD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0826+STABILITY: SURFACE MOTION
 GD0826
 GD0826  HISTORY     - Date     Condition        Report By
 GD0826  HISTORY     - 1935     MONUMENTED       CGS
 GD0826  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0826
 GD0826                          STATION DESCRIPTION
 GD0826
 GD0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0826'1.5 MI E FROM ROELLEN.
 GD0826'1.5 MILES EAST ALONG STATE HIGHWAY 104 FROM THE PRESBYTERIAN
 GD0826'CHURCH AT ROELLEN, DYER COUNTY, 195 FEET WEST OF A ROAD
 GD0826'INTERSECTION, IN THE NORTHWEST CORNER OF THE YARD OF THE MAUD
 GD0826'CAWLTNEY FARMHOUSE IN 1935, AND 30 FEET SOUTH OF THE CENTERLINE
 GD0826'OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 59 1935 AND SET IN
 GD0826'THE TOP OF A CONCRETE POST.
 GD0826
 GD0826                          STATION RECOVERY (2002)
 GD0826
 GD0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0826'SUSPECTED DESTROYED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0157 ***********************************************************************
 FD0157  DESIGNATION -  U 6
 FD0157  PID         -  FD0157
 FD0157  STATE/COUNTY-  TN/FRANKLIN
 FD0157  USGS QUAD   -  WINCHESTER (1971)
 FD0157
 FD0157                         *CURRENT SURVEY CONTROL
 FD0157  ___________________________________________________________________
 FD0157* NAD 83(1986)-  35 12 35.     (N)    086 04 46.     (W)     SCALED    
 FD0157* NAVD 88     -       292.648  (meters)     960.13   (feet)  ADJUSTED  
 FD0157  ___________________________________________________________________
 FD0157  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0157  DYNAMIC HT  -         292.362 (meters)     959.19  (feet)  COMP
 FD0157  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 FD0157
 FD0157  VERT ORDER  -  FIRST     CLASS II
 FD0157
 FD0157.The horizontal coordinates were scaled from a topographic map and have
 FD0157.an estimated accuracy of +/- 6 seconds.
 FD0157
 FD0157.The orthometric height was determined by differential leveling
 FD0157.and adjusted by the National Geodetic Survey in June 1991..
 FD0157
 FD0157.The geoid height was determined by GEOID03.
 FD0157
 FD0157.The dynamic height is computed by dividing the NAVD 88
 FD0157.geopotential number by the normal gravity value computed on the
 FD0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0157.degrees latitude (g = 980.6199 gals.).
 FD0157
 FD0157.The modeled gravity was interpolated from observed gravity values.
 FD0157
 FD0157;                    North         East    Units  Estimated Accuracy
 FD0157;SPC TN       -    97,240.      592,770.      MT  (+/- 180 meters Scaled)
 FD0157
 FD0157                          SUPERSEDED SURVEY CONTROL
 FD0157
 FD0157  NGVD 29 (??/??/92)  292.622  (m)          960.04   (f) ADJ UNCH    1 2
 FD0157
 FD0157.Superseded values are not recommended for survey control.
 FD0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0157.See file dsdata.txt to determine how the superseded data were derived.
 FD0157
 FD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED837966(NAD 83)
 FD0157_MARKER: DB = BENCH MARK DISK
 FD0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0157_STAMPING: U 6 1930 960.362
 FD0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0157+STABILITY: SURFACE MOTION
 FD0157
 FD0157  HISTORY     - Date     Condition        Report By
 FD0157  HISTORY     - 1930     MONUMENTED       CGS
 FD0157  HISTORY     - 1949     GOOD             NGS
 FD0157
 FD0157                          STATION DESCRIPTION
 FD0157
 FD0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0157'AT DECHERD.
 FD0157'AT DECHERD, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0157'RAILWAY, 73 FEET WEST AND ACROSS THE TRACKS FROM THE SOUTH
 FD0157'CORNER OF THE STATION, 66 1/2 FEET WEST-SOUTHWEST AND ACROSS
 FD0157'THE TRACK FROM SOUTHWEST FACE OF BUILDING AT CENTER OF BUILDING,
 FD0157'49 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 28 FEET SOUTHWEST
 FD0157'OF THE SOUTHWEST RAIL OF THE NEAR TRACK, 26 FEET NORTHEAST
 FD0157'OF THE CENTER LINE OF A GRAVEL STREET, 1 FOOT SOUTHWEST OF A
 FD0157'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN
 FD0157'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0836 ***********************************************************************
 GD0836  DESIGNATION -  U 60
 GD0836  PID         -  GD0836
 GD0836  STATE/COUNTY-  TN/DYER
 GD0836  USGS QUAD   -  DYERSBURG (1983)
 GD0836
 GD0836                         *CURRENT SURVEY CONTROL
 GD0836  ___________________________________________________________________
 GD0836* NAD 83(1986)-  36 00 30.     (N)    089 23 01.     (W)     SCALED    
 GD0836* NAVD 88     -        82.642  (meters)     271.13   (feet)  ADJUSTED  
 GD0836  ___________________________________________________________________
 GD0836  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0836  DYNAMIC HT  -          82.572 (meters)     270.90  (feet)  COMP
 GD0836  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GD0836
 GD0836  VERT ORDER  -  SECOND    CLASS 0
 GD0836
 GD0836.The horizontal coordinates were scaled from a topographic map and have
 GD0836.an estimated accuracy of +/- 6 seconds.
 GD0836
 GD0836.The orthometric height was determined by differential leveling
 GD0836.and adjusted by the National Geodetic Survey in June 1991..
 GD0836
 GD0836.The geoid height was determined by GEOID03.
 GD0836
 GD0836.The dynamic height is computed by dividing the NAVD 88
 GD0836.geopotential number by the normal gravity value computed on the
 GD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0836.degrees latitude (g = 980.6199 gals.).
 GD0836
 GD0836.The modeled gravity was interpolated from observed gravity values.
 GD0836
 GD0836;                    North         East    Units  Estimated Accuracy
 GD0836;SPC TN       -   191,110.      295,030.      MT  (+/- 180 meters Scaled)
 GD0836
 GD0836                          SUPERSEDED SURVEY CONTROL
 GD0836
 GD0836  NGVD 29 (??/??/??)   82.640  (m)          271.13   (f) ADJUSTED    2 0
 GD0836
 GD0836.Superseded values are not recommended for survey control.
 GD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0836.See file dsdata.txt to determine how the superseded data were derived.
 GD0836
 GD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE851875(NAD 83)
 GD0836_MARKER: DB = BENCH MARK DISK
 GD0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0836_STAMPING: U 60 1935
 GD0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0836+STABILITY: SURFACE MOTION
 GD0836
 GD0836  HISTORY     - Date     Condition        Report By
 GD0836  HISTORY     - 1935     MONUMENTED       CGS
 GD0836  HISTORY     - 1957     GOOD             CGS
 GD0836  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 GD0836
 GD0836                          STATION DESCRIPTION
 GD0836
 GD0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0836'1.7 MI S FROM DYERSBURG.
 GD0836'ABOUT 1.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0836'THE STATION AT DYERSBURG, AT CROSSING OF A NORTHWEST-SOUTHEAST
 GD0836'GRAVEL ROAD, 54 FEET WEST OF WEST RAIL OF WEST TRACK, 29 FEET
 GD0836'NORTHEAST OF CENTER LINE OF ROAD, 48 1/2 FEET NORTHWEST OF A
 GD0836'TELEPHONE POLE, 14 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST
 GD0836'OF A NORTH-SOUTH FENCE LINE, ABOUT 6 FEET BELOW LEVEL OF TRACK
 GD0836'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0836
 GD0836                          STATION RECOVERY (1987)
 GD0836
 GD0836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0896 ***********************************************************************
 FE0896  DESIGNATION -  U 61
 FE0896  PID         -  FE0896
 FE0896  STATE/COUNTY-  TN/HAYWOOD
 FE0896  USGS QUAD   -  DURHAMVILLE (1981)
 FE0896
 FE0896                         *CURRENT SURVEY CONTROL
 FE0896  ___________________________________________________________________
 FE0896* NAD 83(1986)-  35 42 24.     (N)    089 25 52.     (W)     SCALED    
 FE0896* NAVD 88     -       119.102  (meters)     390.75   (feet)  ADJUSTED  
 FE0896  ___________________________________________________________________
 FE0896  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0896  DYNAMIC HT  -         119.000 (meters)     390.42  (feet)  COMP
 FE0896  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 FE0896
 FE0896  VERT ORDER  -  SECOND    CLASS 0
 FE0896
 FE0896.The horizontal coordinates were scaled from a topographic map and have
 FE0896.an estimated accuracy of +/- 6 seconds.
 FE0896
 FE0896.The orthometric height was determined by differential leveling
 FE0896.and adjusted by the National Geodetic Survey in June 1991..
 FE0896
 FE0896.The geoid height was determined by GEOID03.
 FE0896
 FE0896.The dynamic height is computed by dividing the NAVD 88
 FE0896.geopotential number by the normal gravity value computed on the
 FE0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0896.degrees latitude (g = 980.6199 gals.).
 FE0896
 FE0896.The modeled gravity was interpolated from observed gravity values.
 FE0896
 FE0896;                    North         East    Units  Estimated Accuracy
 FE0896;SPC TN       -   157,810.      289,580.      MT  (+/- 180 meters Scaled)
 FE0896
 FE0896                          SUPERSEDED SURVEY CONTROL
 FE0896
 FE0896  NGVD 29 (??/??/??)  119.092  (m)          390.72   (f) ADJUSTED    2 0
 FE0896
 FE0896.Superseded values are not recommended for survey control.
 FE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0896.See file dsdata.txt to determine how the superseded data were derived.
 FE0896
 FE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE800541(NAD 83)
 FE0896_MARKER: DB = BENCH MARK DISK
 FE0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0896_STAMPING: U 61 1935
 FE0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0896+STABILITY: SURFACE MOTION
 FE0896
 FE0896  HISTORY     - Date     Condition        Report By
 FE0896  HISTORY     - 1935     MONUMENTED       CGS
 FE0896  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0896
 FE0896                          STATION DESCRIPTION
 FE0896
 FE0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0896'1.3 MI W FROM NUT BUSH.
 FE0896'1.3 MILES WEST ALONG STATE HIGHWAY 19 FROM NUT BUSH, HAYWOOD
 FE0896'COUNTY, 21 FEET WEST OF THE ENTRANCE TO THE WILLIAMS FARM IN
 FE0896'1935, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN A
 FE0896'FENCE LINE.  A STANDARD DISK, STAMPED U 61 1935 AND SET IN THE TOP
 FE0896'OF A CONCRETE POST.
 FE0896
 FE0896                          STATION RECOVERY (2002)
 FE0896
 FE0896'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0795 ***********************************************************************
 FE0795  DESIGNATION -  U 62
 FE0795  PID         -  FE0795
 FE0795  STATE/COUNTY-  TN/GIBSON
 FE0795  USGS QUAD   -  HUMBOLDT (1981)
 FE0795
 FE0795                         *CURRENT SURVEY CONTROL
 FE0795  ___________________________________________________________________
 FE0795* NAD 83(1986)-  35 49 54.     (N)    088 54 36.     (W)     SCALED    
 FE0795* NAVD 88     -       110.641  (meters)     362.99   (feet)  ADJUSTED  
 FE0795  ___________________________________________________________________
 FE0795  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0795  DYNAMIC HT  -         110.545 (meters)     362.68  (feet)  COMP
 FE0795  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 FE0795
 FE0795  VERT ORDER  -  SECOND    CLASS 0
 FE0795
 FE0795.The horizontal coordinates were scaled from a topographic map and have
 FE0795.an estimated accuracy of +/- 6 seconds.
 FE0795
 FE0795.The orthometric height was determined by differential leveling
 FE0795.and adjusted by the National Geodetic Survey in June 1991..
 FE0795
 FE0795.The geoid height was determined by GEOID03.
 FE0795
 FE0795.The dynamic height is computed by dividing the NAVD 88
 FE0795.geopotential number by the normal gravity value computed on the
 FE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0795.degrees latitude (g = 980.6199 gals.).
 FE0795
 FE0795.The modeled gravity was interpolated from observed gravity values.
 FE0795
 FE0795;                    North         East    Units  Estimated Accuracy
 FE0795;SPC TN       -   170,150.      337,120.      MT  (+/- 180 meters Scaled)
 FE0795
 FE0795                          SUPERSEDED SURVEY CONTROL
 FE0795
 FE0795  NGVD 29 (??/??/??)  110.687  (m)          363.15   (f) ADJUSTED    2 0
 FE0795
 FE0795.Superseded values are not recommended for survey control.
 FE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0795.See file dsdata.txt to determine how the superseded data were derived.
 FE0795
 FE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE274669(NAD 83)
 FE0795_MARKER: DB = BENCH MARK DISK
 FE0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0795_STAMPING: U 62 1935
 FE0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0795+STABILITY: SURFACE MOTION
 FE0795
 FE0795  HISTORY     - Date     Condition        Report By
 FE0795  HISTORY     - 1935     MONUMENTED       CGS
 FE0795  HISTORY     - 1968     GOOD             USE
 FE0795  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0795
 FE0795                          STATION DESCRIPTION
 FE0795
 FE0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0795'0.9 MI NE FROM HUMBOLDT.
 FE0795'0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0795'FROM THE STATION AT HUMBOLDT, GIBSON COUNTY, AT MILEAGE 294.7,
 FE0795'AT A PRIVATE-ROAD CROSSING, 20 FEET WEST OF THE CENTERLINE OF
 FE0795'THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN
 FE0795'FRONT OF A WHITE HOUSE.  A STANDARD DISK, STAMPED U 62 1935
 FE0795'AND SET IN THE TOP OF A CONCRETE POST.
 FE0795
 FE0795                          STATION RECOVERY (1968)
 FE0795
 FE0795'RECOVERY NOTE BY US ENGINEERS 1968
 FE0795'RECOVERED IN GOOD CONDITION.
 FE0795
 FE0795                          STATION RECOVERY (2002)
 FE0795
 FE0795'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0569 ***********************************************************************
 FE0569  DESIGNATION -  U 64
 FE0569  PID         -  FE0569
 FE0569  STATE/COUNTY-  TN/HARDEMAN
 FE0569  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0569
 FE0569                         *CURRENT SURVEY CONTROL
 FE0569  ___________________________________________________________________
 FE0569* NAD 83(1986)-  35 20 59.     (N)    088 57 08.     (W)     SCALED    
 FE0569* NAVD 88     -       117.694  (meters)     386.13   (feet)  ADJUSTED  
 FE0569  ___________________________________________________________________
 FE0569  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0569  DYNAMIC HT  -         117.586 (meters)     385.78  (feet)  COMP
 FE0569  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FE0569
 FE0569  VERT ORDER  -  SECOND    CLASS 0
 FE0569
 FE0569.The horizontal coordinates were scaled from a topographic map and have
 FE0569.an estimated accuracy of +/- 6 seconds.
 FE0569
 FE0569.The orthometric height was determined by differential leveling
 FE0569.and adjusted by the National Geodetic Survey in June 1991..
 FE0569
 FE0569.The geoid height was determined by GEOID03.
 FE0569
 FE0569.The dynamic height is computed by dividing the NAVD 88
 FE0569.geopotential number by the normal gravity value computed on the
 FE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0569.degrees latitude (g = 980.6199 gals.).
 FE0569
 FE0569.The modeled gravity was interpolated from observed gravity values.
 FE0569
 FE0569;                    North         East    Units  Estimated Accuracy
 FE0569;SPC TN       -   116,820.      331,690.      MT  (+/- 180 meters Scaled)
 FE0569
 FE0569                          SUPERSEDED SURVEY CONTROL
 FE0569
 FE0569  NGVD 29 (??/??/??)  117.695  (m)          386.14   (f) ADJUSTED    2 0
 FE0569
 FE0569.Superseded values are not recommended for survey control.
 FE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0569.See file dsdata.txt to determine how the superseded data were derived.
 FE0569
 FE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE226135(NAD 83)
 FE0569_MARKER: DB = BENCH MARK DISK
 FE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0569_STAMPING: U 64 1935
 FE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0569+STABILITY: SURFACE MOTION
 FE0569
 FE0569  HISTORY     - Date     Condition        Report By
 FE0569  HISTORY     - 1935     MONUMENTED       CGS
 FE0569  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0569
 FE0569                          STATION DESCRIPTION
 FE0569
 FE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0569'AT TOONE.
 FE0569'AT TOONE, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 FE0569'200 FEET SOUTH OF THE STATION, AT A ROAD CROSSING, 40 FEET SOUTH
 FE0569'OF THE ROAD, 35 FEET WEST OF THE TRACK, AND AT THE NORTHEAST
 FE0569'CORNER OF A STOCKYARD FENCE.  A STANDARD DISK, STAMPED U 64 1935
 FE0569'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0782 ***********************************************************************
 FE0782  DESIGNATION -  U 65
 FE0782  PID         -  FE0782
 FE0782  STATE/COUNTY-  TN/MADISON
 FE0782  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0782
 FE0782                         *CURRENT SURVEY CONTROL
 FE0782  ___________________________________________________________________
 FE0782* NAD 83(1986)-  35 37 00.     (N)    088 50 04.     (W)     SCALED    
 FE0782* NAVD 88     -       108.732  (meters)     356.73   (feet)  ADJUSTED  
 FE0782  ___________________________________________________________________
 FE0782  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0782  DYNAMIC HT  -         108.635 (meters)     356.41  (feet)  COMP
 FE0782  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FE0782
 FE0782  VERT ORDER  -  SECOND    CLASS 0
 FE0782
 FE0782.The horizontal coordinates were scaled from a topographic map and have
 FE0782.an estimated accuracy of +/- 6 seconds.
 FE0782
 FE0782.The orthometric height was determined by differential leveling
 FE0782.and adjusted by the National Geodetic Survey in June 1991..
 FE0782
 FE0782.The geoid height was determined by GEOID03.
 FE0782
 FE0782.The dynamic height is computed by dividing the NAVD 88
 FE0782.geopotential number by the normal gravity value computed on the
 FE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0782.degrees latitude (g = 980.6199 gals.).
 FE0782
 FE0782.The modeled gravity was interpolated from observed gravity values.
 FE0782
 FE0782;                    North         East    Units  Estimated Accuracy
 FE0782;SPC TN       -   146,100.      343,250.      MT  (+/- 180 meters Scaled)
 FE0782
 FE0782                          SUPERSEDED SURVEY CONTROL
 FE0782
 FE0782  NGVD 29 (??/??/??)  108.768  (m)          356.85   (f) ADJUSTED    2 0
 FE0782
 FE0782.Superseded values are not recommended for survey control.
 FE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0782.See file dsdata.txt to determine how the superseded data were derived.
 FE0782
 FE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE338429(NAD 83)
 FE0782_MARKER: DB = BENCH MARK DISK
 FE0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0782_STAMPING: U 65 1935
 FE0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0782+STABILITY: SURFACE MOTION
 FE0782
 FE0782  HISTORY     - Date     Condition        Report By
 FE0782  HISTORY     - 1935     MONUMENTED       CGS
 FE0782  HISTORY     - 1959     GOOD             CGS
 FE0782  HISTORY     - 20020909 POOR             USACE
 FE0782
 FE0782                          STATION DESCRIPTION
 FE0782
 FE0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0782'AT JACKSON.
 FE0782'AT JACKSON, MADISON COUNTY, ON THE GULF, MOBILE AND OHIO RAIL
 FE0782'ROAD, 200 YARDS NORTH OF THE STATION, 69 FEET SOUTH OF THE
 FE0782'CROSSING OF U.S. HIGHWAY 70, AND ON THE LAWN OF THE
 FE0782'PENNSYLVANIA-TENNESSEE OIL CO. PLANT 2.  A STANDARD DISK, STAMPED
 FE0782'U 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0782
 FE0782                          STATION RECOVERY (2002)
 FE0782
 FE0782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0782'MARK DESTROYED. BUILDING IS ON TOP OF SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1186 ***********************************************************************
 FE1186  DESIGNATION -  U 67
 FE1186  PID         -  FE1186
 FE1186  STATE/COUNTY-  TN/SHELBY
 FE1186  USGS QUAD   -  ELLENDALE (1993)
 FE1186
 FE1186                         *CURRENT SURVEY CONTROL
 FE1186  ___________________________________________________________________
 FE1186* NAD 83(1986)-  35 14 08.     (N)    089 49 09.     (W)     SCALED    
 FE1186* NAVD 88     -        97.699  (meters)     320.53   (feet)  ADJUSTED  
 FE1186  ___________________________________________________________________
 FE1186  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1186  DYNAMIC HT  -          97.611 (meters)     320.25  (feet)  COMP
 FE1186  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 FE1186
 FE1186  VERT ORDER  -  SECOND    CLASS 0
 FE1186
 FE1186.The horizontal coordinates were scaled from a topographic map and have
 FE1186.an estimated accuracy of +/- 6 seconds.
 FE1186
 FE1186.The orthometric height was determined by differential leveling
 FE1186.and adjusted by the National Geodetic Survey in June 1991..
 FE1186
 FE1186.The geoid height was determined by GEOID03.
 FE1186
 FE1186.The dynamic height is computed by dividing the NAVD 88
 FE1186.geopotential number by the normal gravity value computed on the
 FE1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1186.degrees latitude (g = 980.6199 gals.).
 FE1186
 FE1186.The modeled gravity was interpolated from observed gravity values.
 FE1186
 FE1186;                    North         East    Units  Estimated Accuracy
 FE1186;SPC TN       -   106,880.      252,450.      MT  (+/- 180 meters Scaled)
 FE1186
 FE1186                          SUPERSEDED SURVEY CONTROL
 FE1186
 FE1186  NGVD 29 (??/??/??)   97.679  (m)          320.47   (f) ADJUSTED    2 0
 FE1186
 FE1186.Superseded values are not recommended for survey control.
 FE1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1186.See file dsdata.txt to determine how the superseded data were derived.
 FE1186
 FE1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE434028(NAD 83)
 FE1186_MARKER: DB = BENCH MARK DISK
 FE1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1186_STAMPING: U 67 1935
 FE1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1186+STABILITY: SURFACE MOTION
 FE1186
 FE1186  HISTORY     - Date     Condition        Report By
 FE1186  HISTORY     - 1935     MONUMENTED       CGS
 FE1186  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE1186
 FE1186                          STATION DESCRIPTION
 FE1186
 FE1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1186'IN ELLENDALE.
 FE1186'AT ELLENDALE, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1186'RAILROAD, 60 FEET SOUTH OF A COUNTY ROAD CROSSING, 30 FEET SOUTH
 FE1186'OF THE CENTERLINE OF THE MAIN TRACK, AND OPPOSITE THE POST
 FE1186'OFFICE.  A STANDARD DISK, STAMPED U 67 1935 AND SET IN THE TOP OF
 FE1186'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE1186
 FE1186                          STATION RECOVERY (2002)
 FE1186
 FE1186'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1186'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1474 ***********************************************************************
 FC1474  DESIGNATION -  U 7
 FC1474  PID         -  FC1474
 FC1474  STATE/COUNTY-  TN/WHITE
 FC1474  USGS QUAD   -  DOYLE (1981)
 FC1474
 FC1474                         *CURRENT SURVEY CONTROL
 FC1474  ___________________________________________________________________
 FC1474* NAD 83(1986)-  35 49 31.     (N)    085 31 56.     (W)     SCALED    
 FC1474* NAVD 88     -       286.250  (meters)     939.14   (feet)  ADJUSTED  
 FC1474  ___________________________________________________________________
 FC1474  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1474  DYNAMIC HT  -         285.992 (meters)     938.29  (feet)  COMP
 FC1474  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FC1474
 FC1474  VERT ORDER  -  SECOND    CLASS 0
 FC1474
 FC1474.The horizontal coordinates were scaled from a topographic map and have
 FC1474.an estimated accuracy of +/- 6 seconds.
 FC1474
 FC1474.The orthometric height was determined by differential leveling
 FC1474.and adjusted by the National Geodetic Survey in June 1991..
 FC1474
 FC1474.The geoid height was determined by GEOID03.
 FC1474
 FC1474.The dynamic height is computed by dividing the NAVD 88
 FC1474.geopotential number by the normal gravity value computed on the
 FC1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1474.degrees latitude (g = 980.6199 gals.).
 FC1474
 FC1474.The modeled gravity was interpolated from observed gravity values.
 FC1474
 FC1474;                    North         East    Units  Estimated Accuracy
 FC1474;SPC TN       -   165,630.      642,270.      MT  (+/- 180 meters Scaled)
 FC1474
 FC1474                          SUPERSEDED SURVEY CONTROL
 FC1474
 FC1474  NGVD 29 (??/??/92)  286.307  (m)          939.33   (f) ADJ UNCH    2 0
 FC1474
 FC1474.Superseded values are not recommended for survey control.
 FC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1474.See file dsdata.txt to determine how the superseded data were derived.
 FC1474
 FC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE325655(NAD 83)
 FC1474_MARKER: DB = BENCH MARK DISK
 FC1474_SETTING: 66 = SET IN ROCK OUTCROP
 FC1474_SP_SET: BEDROCK
 FC1474_STAMPING: 939.532 U 7 1931
 FC1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1474+STABILITY: POSITION/ELEVATION WELL
 FC1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1474+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FC1474
 FC1474  HISTORY     - Date     Condition        Report By
 FC1474  HISTORY     - 1931     MONUMENTED       CGS
 FC1474  HISTORY     - 1934     GOOD             NGS
 FC1474  HISTORY     - 1965     GOOD             TVA
 FC1474  HISTORY     - 20021217 GOOD             TNDT
 FC1474  HISTORY     - 20060906 GOOD             INDIV
 FC1474
 FC1474                          STATION DESCRIPTION
 FC1474
 FC1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1474'AT ONWARD.
 FC1474'AT ONWARD, WHITE COUNTY, ON THE NASHVILLE, CHATTANOOGA AND ST.
 FC1474'LOUIS RAILWAY, 5-1/2 RAILS NORTHEAST OF MILEPOST 52, ABOUT 28
 FC1474'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND
 FC1474'SET IN BEDROCK.  A STANDARD DISK, STAMPED 939.532 U 7 1931.
 FC1474
 FC1474                          STATION RECOVERY (1965)
 FC1474
 FC1474'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FC1474'RECOVERED IN GOOD CONDITION.
 FC1474
 FC1474                          STATION RECOVERY (2002)
 FC1474
 FC1474'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1474'RECOVERED IN GOOD CONDITION.
 FC1474
 FC1474                          STATION RECOVERY (2006)
 FC1474
 FC1474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1474'NEW DESCRIPTION AS FOLLOWS-378 FT. NORHTEAST OF RAILROAD MILEPOST 52
 FC1474'OR 258 FT. SOUTHWEST OF A RAILROAD CROSSING LOCATED APPROXIMATELY 150
 FC1474'FT. NORTHEAST OF THE INTERSECTION OF SOUTHERN AND HWY 70. STATION IS
 FC1474'28 FT. NORTHWEST OF THE NORTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1035 ***********************************************************************
 FE1035  DESIGNATION -  U 72
 FE1035  PID         -  FE1035
 FE1035  STATE/COUNTY-  TN/FAYETTE
 FE1035  USGS QUAD   -  WHITEVILLE (1981)
 FE1035
 FE1035                         *CURRENT SURVEY CONTROL
 FE1035  ___________________________________________________________________
 FE1035* NAD 83(1986)-  35 17 51.     (N)    089 13 51.     (W)     SCALED    
 FE1035* NAVD 88     -       150.677  (meters)     494.35   (feet)  ADJUSTED  
 FE1035  ___________________________________________________________________
 FE1035  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1035  DYNAMIC HT  -         150.539 (meters)     493.89  (feet)  COMP
 FE1035  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 FE1035
 FE1035  VERT ORDER  -  SECOND    CLASS 0
 FE1035
 FE1035.The horizontal coordinates were scaled from a topographic map and have
 FE1035.an estimated accuracy of +/- 6 seconds.
 FE1035
 FE1035.The orthometric height was determined by differential leveling
 FE1035.and adjusted by the National Geodetic Survey in June 1991..
 FE1035
 FE1035.The geoid height was determined by GEOID03.
 FE1035
 FE1035.The dynamic height is computed by dividing the NAVD 88
 FE1035.geopotential number by the normal gravity value computed on the
 FE1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1035.degrees latitude (g = 980.6199 gals.).
 FE1035
 FE1035.The modeled gravity was interpolated from observed gravity values.
 FE1035
 FE1035;                    North         East    Units  Estimated Accuracy
 FE1035;SPC TN       -   111,830.      306,190.      MT  (+/- 180 meters Scaled)
 FE1035
 FE1035                          SUPERSEDED SURVEY CONTROL
 FE1035
 FE1035  NGVD 29 (??/??/??)  150.658  (m)          494.28   (f) ADJUSTED    2 0
 FE1035
 FE1035.Superseded values are not recommended for survey control.
 FE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1035.See file dsdata.txt to determine how the superseded data were derived.
 FE1035
 FE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE971083(NAD 83)
 FE1035_MARKER: DB = BENCH MARK DISK
 FE1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1035_STAMPING: U 72 1935
 FE1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1035+STABILITY: SURFACE MOTION
 FE1035
 FE1035  HISTORY     - Date     Condition        Report By
 FE1035  HISTORY     - 1935     MONUMENTED       CGS
 FE1035  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1035
 FE1035                          STATION DESCRIPTION
 FE1035
 FE1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1035'1.5 MI E FROM LACONIA.
 FE1035'1.5 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1035'RAILWAY FROM THE STATION AT LACONIA, FAYETTE COUNTY, 100 FEET
 FE1035'WEST OF A DEEP FILL, AT A ROAD CROSSING, 65 FEET WEST OF THE
 FE1035'CENTERLINE OF THE ROAD, AND 40 FEET SOUTH OF THE CENTERLINE
 FE1035'OF THE TRACK.  A STANDARD DISK, STAMPED U 72 1935 AND SET
 FE1035'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1163 ***********************************************************************
 FE1163  DESIGNATION -  U 73
 FE1163  PID         -  FE1163
 FE1163  STATE/COUNTY-  TN/FAYETTE
 FE1163  USGS QUAD   -  GALLAWAY (1981)
 FE1163
 FE1163                         *CURRENT SURVEY CONTROL
 FE1163  ___________________________________________________________________
 FE1163* NAD 83(1986)-  35 21 05.     (N)    089 31 20.     (W)     SCALED    
 FE1163* NAVD 88     -        96.031  (meters)     315.06   (feet)  ADJUSTED  
 FE1163  ___________________________________________________________________
 FE1163  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1163  DYNAMIC HT  -          95.946 (meters)     314.78  (feet)  COMP
 FE1163  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE1163
 FE1163  VERT ORDER  -  SECOND    CLASS 0
 FE1163
 FE1163.The horizontal coordinates were scaled from a topographic map and have
 FE1163.an estimated accuracy of +/- 6 seconds.
 FE1163
 FE1163.The orthometric height was determined by differential leveling
 FE1163.and adjusted by the National Geodetic Survey in June 1991..
 FE1163
 FE1163.The geoid height was determined by GEOID03.
 FE1163
 FE1163.The dynamic height is computed by dividing the NAVD 88
 FE1163.geopotential number by the normal gravity value computed on the
 FE1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1163.degrees latitude (g = 980.6199 gals.).
 FE1163
 FE1163.The modeled gravity was interpolated from observed gravity values.
 FE1163
 FE1163;                    North         East    Units  Estimated Accuracy
 FE1163;SPC TN       -   118,710.      279,920.      MT  (+/- 180 meters Scaled)
 FE1163
 FE1163                          SUPERSEDED SURVEY CONTROL
 FE1163
 FE1163  NGVD 29 (??/??/??)   96.011  (m)          315.00   (f) ADJUSTED    2 0
 FE1163
 FE1163.Superseded values are not recommended for survey control.
 FE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1163.See file dsdata.txt to determine how the superseded data were derived.
 FE1163
 FE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE708149(NAD 83)
 FE1163_MARKER: DB = BENCH MARK DISK
 FE1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1163_STAMPING: U 73 1935
 FE1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1163+STABILITY: SURFACE MOTION
 FE1163
 FE1163  HISTORY     - Date     Condition        Report By
 FE1163  HISTORY     - 1935     MONUMENTED       CGS
 FE1163  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1163
 FE1163                          STATION DESCRIPTION
 FE1163
 FE1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1163'3.2 MI SE FROM BRADEN.
 FE1163'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1163'COUNTY, 30 FEET WEST OF THE LILY POINDEXTER PROPERTY IN 1935, AND
 FE1163'75 FEET SOUTH OF THE CENTER OF A FARM-ROAD CROSSING.  A STANDARD
 FE1163'DISK, STAMPED U 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1163
 FE1163                          STATION RECOVERY (1963)
 FE1163
 FE1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1191 ***********************************************************************
 FE1191  DESIGNATION -  U 74
 FE1191  PID         -  FE1191
 FE1191  STATE/COUNTY-  TN/SHELBY
 FE1191  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1191
 FE1191                         *CURRENT SURVEY CONTROL
 FE1191  ___________________________________________________________________
 FE1191* NAD 83(1986)-  35 11 06.     (N)    089 54 27.     (W)     SCALED    
 FE1191* NAVD 88     -        74.431  (meters)     244.20   (feet)  ADJUSTED  
 FE1191  ___________________________________________________________________
 FE1191  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1191  DYNAMIC HT  -          74.364 (meters)     243.98  (feet)  COMP
 FE1191  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE1191
 FE1191  VERT ORDER  -  SECOND    CLASS 0
 FE1191
 FE1191.The horizontal coordinates were scaled from a topographic map and have
 FE1191.an estimated accuracy of +/- 6 seconds.
 FE1191
 FE1191.The orthometric height was determined by differential leveling
 FE1191.and adjusted by the National Geodetic Survey in June 1991..
 FE1191
 FE1191.The geoid height was determined by GEOID03.
 FE1191
 FE1191.The dynamic height is computed by dividing the NAVD 88
 FE1191.geopotential number by the normal gravity value computed on the
 FE1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1191.degrees latitude (g = 980.6199 gals.).
 FE1191
 FE1191.The modeled gravity was interpolated from observed gravity values.
 FE1191
 FE1191;                    North         East    Units  Estimated Accuracy
 FE1191;SPC TN       -   101,600.      244,190.      MT  (+/- 180 meters Scaled)
 FE1191
 FE1191                          SUPERSEDED SURVEY CONTROL
 FE1191
 FE1191  NGVD 29 (??/??/??)   74.414  (m)          244.14   (f) ADJUSTED    2 0
 FE1191
 FE1191.Superseded values are not recommended for survey control.
 FE1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1191.See file dsdata.txt to determine how the superseded data were derived.
 FE1191
 FE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD352974(NAD 83)
 FE1191_MARKER: DB = BENCH MARK DISK
 FE1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1191_SP_SET: BRIDGE
 FE1191_STAMPING: U 74 1956
 FE1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1191
 FE1191  HISTORY     - Date     Condition        Report By
 FE1191  HISTORY     - 1956     MONUMENTED       CGS
 FE1191
 FE1191                          STATION DESCRIPTION
 FE1191
 FE1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1191'0.6 MI NE FROM MEMPHIS.
 FE1191'ABOUT 0.6 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE1191'RAILROAD FROM THE CROSSING OF WELLS STATION ROAD WHICH IS IN
 FE1191'NORTHEAST PART OF MEMPHIS, ABOUT 75 YARDS EAST-NORTHEAST OF
 FE1191'EAST-NORTHEAST END OF STEEL BRIDGE NO. 301 ACROSS WOLF RIVER, ABOUT
 FE1191'1.0 MILE WEST-SOUTHWEST OF CROSSING OF RALEIGH-LA GRANGE ROAD,
 FE1191'IN THE TOP OF THE SOUTH-SOUTHEAST END OF THE EAST-NORTHEAST
 FE1191'CONCRETE ABUTMENT OF TRESTLE NO. 300, 8 1/2 FEET SOUTH-SOUTHEAST
 FE1191'OF NEAR RAIL OF TRACK AND ABOUT 3/4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0001 ***********************************************************************
 EH0001  DESIGNATION -  U 75
 EH0001  PID         -  EH0001
 EH0001  STATE/COUNTY-  TN/SHELBY
 EH0001  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0001
 EH0001                         *CURRENT SURVEY CONTROL
 EH0001  ___________________________________________________________________
 EH0001* NAD 83(1986)-  34 59 55.     (N)    090 08 06.     (W)     SCALED    
 EH0001* NAVD 88     -        71.140  (meters)     233.40   (feet)  ADJUSTED  
 EH0001  ___________________________________________________________________
 EH0001  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH0001  DYNAMIC HT  -          71.074 (meters)     233.18  (feet)  COMP
 EH0001  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 EH0001
 EH0001  VERT ORDER  -  FIRST     CLASS II
 EH0001
 EH0001.The horizontal coordinates were scaled from a topographic map and have
 EH0001.an estimated accuracy of +/- 6 seconds.
 EH0001
 EH0001.The orthometric height was determined by differential leveling
 EH0001.and adjusted by the National Geodetic Survey in June 1991..
 EH0001
 EH0001.The geoid height was determined by GEOID03.
 EH0001
 EH0001.The dynamic height is computed by dividing the NAVD 88
 EH0001.geopotential number by the normal gravity value computed on the
 EH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0001.degrees latitude (g = 980.6199 gals.).
 EH0001
 EH0001.The modeled gravity was interpolated from observed gravity values.
 EH0001
 EH0001;                    North         East    Units  Estimated Accuracy
 EH0001;SPC TN       -    81,790.      222,610.      MT  (+/- 180 meters Scaled)
 EH0001
 EH0001                          SUPERSEDED SURVEY CONTROL
 EH0001
 EH0001  NGVD 29 (??/??/??)   71.125  (m)          233.35   (f) ADJUSTED    1 2
 EH0001
 EH0001.Superseded values are not recommended for survey control.
 EH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0001.See file dsdata.txt to determine how the superseded data were derived.
 EH0001
 EH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU614766(NAD 83)
 EH0001_MARKER: DB = BENCH MARK DISK
 EH0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0001_STAMPING: U 75 1956
 EH0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0001
 EH0001  HISTORY     - Date     Condition        Report By
 EH0001  HISTORY     - 1956     MONUMENTED       CGS
 EH0001
 EH0001                          STATION DESCRIPTION
 EH0001
 EH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0001'8.3 MI SW FROM MEMPHIS.
 EH0001'ABOUT 8.3 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EH0001'CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.7 MILE NORTH OF GRAVEL
 EH0001'ROAD CROSSING AT LAKE VIEW DESOTO COUNTY MISSISSIPPI, ABOUT 0.3 MILE
 EH0001'NORTH OF A SIGN AT MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 169 YARDS
 EH0001'SOUTH OF MILE POST M 12, ACROSS TRACK FROM THE NORTH END OF A CUT,
 EH0001'48.3 FEET EAST OF THE EAST RAIL, 35 1/2 FEET EAST OF THE EAST END OF A
 EH0001'26-INCH CAST IRON CULVERT UNDER THE TRACK, 2.3 FEET NORTH OF THE 4TH
 EH0001'TELEPHONE POLE SOUTH OF MILE POST (THE 9TH TELEPHONE POLE NORTH OF THE
 EH0001'STATE LINE SIGN), AND IS A DISK ON TOP OF A 3-INCH IRON PIPE
 EH0001'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1351 ***********************************************************************
 GB1351  DESIGNATION -  U 77
 GB1351  PID         -  GB1351
 GB1351  STATE/COUNTY-  TN/PICKETT
 GB1351  USGS QUAD   -  BYRDSTOWN (1981)
 GB1351
 GB1351                         *CURRENT SURVEY CONTROL
 GB1351  ___________________________________________________________________
 GB1351* NAD 83(1986)-  36 31 54.     (N)    085 10 03.     (W)     SCALED    
 GB1351* NAVD 88     -       198.174  (meters)     650.18   (feet)  POSTED    
 GB1351  ___________________________________________________________________
 GB1351  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GB1351  DYNAMIC HT  -         198.000 (meters)     649.61  (feet)  COMP
 GB1351  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GB1351
 GB1351  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1351
 GB1351.The horizontal coordinates were scaled from a topographic map and have
 GB1351.an estimated accuracy of +/- 6 seconds.
 GB1351
 GB1351.The orthometric height was determined by differential leveling
 GB1351.and adjusted by the National Geodetic Survey in 1992..
 GB1351.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1351.rate of 1.1 thru 2.0 mm/km.
 GB1351
 GB1351.The geoid height was determined by GEOID03.
 GB1351
 GB1351.The dynamic height is computed by dividing the NAVD 88
 GB1351.geopotential number by the normal gravity value computed on the
 GB1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1351.degrees latitude (g = 980.6199 gals.).
 GB1351
 GB1351.The modeled gravity was interpolated from observed gravity values.
 GB1351
 GB1351;                    North         East    Units  Estimated Accuracy
 GB1351;SPC TN       -   244,230.      674,560.      MT  (+/- 180 meters Scaled)
 GB1351
 GB1351                          SUPERSEDED SURVEY CONTROL
 GB1351
 GB1351  NGVD 29 (??/??/92)  198.280  (m)          650.52   (f) ADJ UNCH    2 0
 GB1351
 GB1351.Superseded values are not recommended for survey control.
 GB1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1351.See file dsdata.txt to determine how the superseded data were derived.
 GB1351
 GB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF640444(NAD 83)
 GB1351_MARKER: DB = BENCH MARK DISK
 GB1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1351_STAMPING: U 77 1935
 GB1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1351+STABILITY: SURFACE MOTION
 GB1351
 GB1351  HISTORY     - Date     Condition        Report By
 GB1351  HISTORY     - 1935     MONUMENTED       CGS
 GB1351  HISTORY     - 1961     MARK NOT FOUND   NGS
 GB1351
 GB1351                          STATION DESCRIPTION
 GB1351
 GB1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1351'5.8 MI SW FROM BYRDSTOWN.
 GB1351'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST
 GB1351'OFFICE AT BYRDSTOWN, PICKETT COUNTY, 0.5 MILE SOUTH OF THE
 GB1351'SOUTH END OF THE BRIDGE OVER OBEY RIVER, ABOUT 150 YARDS
 GB1351'SOUTHWEST OF THE SOUTHWEST END OF THE LARGE BARN OF JOHN
 GB1351'REYNOLDS, 19 FEET NORTH OF THE NORTH END OF A WOODEN GATE TO A
 GB1351'PASTURE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A
 GB1351'FENCE CORNER, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 GB1351'STANDARD DISK, STAMPED U 77 1935 AND SET IN THE TOP OF A
 GB1351'CONCRETE POST.
 GB1351
 GB1351                          STATION RECOVERY (1961)
 GB1351
 GB1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0032 ***********************************************************************
 FD0032  DESIGNATION -  U 78
 FD0032  PID         -  FD0032
 FD0032  STATE/COUNTY-  TN/CANNON
 FD0032  USGS QUAD   -  WOODBURY (1979)
 FD0032
 FD0032                         *CURRENT SURVEY CONTROL
 FD0032  ___________________________________________________________________
 FD0032* NAD 83(1986)-  35 50 32.     (N)    086 01 47.     (W)     SCALED    
 FD0032* NAVD 88     -       225.250  (meters)     739.01   (feet)  ADJUSTED  
 FD0032  ___________________________________________________________________
 FD0032  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FD0032  DYNAMIC HT  -         225.044 (meters)     738.33  (feet)  COMP
 FD0032  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FD0032
 FD0032  VERT ORDER  -  SECOND    CLASS 0
 FD0032
 FD0032.The horizontal coordinates were scaled from a topographic map and have
 FD0032.an estimated accuracy of +/- 6 seconds.
 FD0032
 FD0032.The orthometric height was determined by differential leveling
 FD0032.and adjusted by the National Geodetic Survey in June 1991..
 FD0032
 FD0032.The geoid height was determined by GEOID03.
 FD0032
 FD0032.The dynamic height is computed by dividing the NAVD 88
 FD0032.geopotential number by the normal gravity value computed on the
 FD0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0032.degrees latitude (g = 980.6199 gals.).
 FD0032
 FD0032.The modeled gravity was interpolated from observed gravity values.
 FD0032
 FD0032;                    North         East    Units  Estimated Accuracy
 FD0032;SPC TN       -   167,410.      597,320.      MT  (+/- 180 meters Scaled)
 FD0032
 FD0032                          SUPERSEDED SURVEY CONTROL
 FD0032
 FD0032  NGVD 29 (??/??/92)  225.277  (m)          739.10   (f) ADJ UNCH    2 0
 FD0032
 FD0032.Superseded values are not recommended for survey control.
 FD0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0032.See file dsdata.txt to determine how the superseded data were derived.
 FD0032
 FD0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE876668(NAD 83)
 FD0032_MARKER: DB = BENCH MARK DISK
 FD0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0032_STAMPING: U 78 1935
 FD0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0032+STABILITY: SURFACE MOTION
 FD0032
 FD0032  HISTORY     - Date     Condition        Report By
 FD0032  HISTORY     - 1935     MONUMENTED       CGS
 FD0032  HISTORY     - 1958     MARK NOT FOUND   NGS
 FD0032  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0032
 FD0032                          STATION DESCRIPTION
 FD0032
 FD0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FD0032'2.9 MI N FROM WOODBURY.
 FD0032'0.6 MILE EAST ALONG U.S. HIGHWAY 70 S FROM THE POST OFFICE AT
 FD0032'WOODBURY, CANNON COUNTY, THENCE 2.3 MILES NORTH ALONG STATE
 FD0032'HIGHWAY 53, 0.7 MILE NORTH OF THE BRIDGE OVER STONES RIVER, 200
 FD0032'YARDS NORTH OF A LARGE BARN WITH A TIN ROOF, 92 YARDS NORTH OF
 FD0032'AN 18-INCH CORRUGATED-IRON PIPE CULVERT, 24 FEET EAST OF THE
 FD0032'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 FD0032'A STANDARD DISK, STAMPED U 78 1935 AND SET IN THE TOP OF A
 FD0032'CONCRETE POST.
 FD0032
 FD0032                          STATION RECOVERY (2002)
 FD0032
 FD0032'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0166 ***********************************************************************
 GC0166  DESIGNATION -  U 79
 GC0166  PID         -  GC0166
 GC0166  STATE/COUNTY-  TN/WILSON
 GC0166  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0166
 GC0166                         *CURRENT SURVEY CONTROL
 GC0166  ___________________________________________________________________
 GC0166* NAD 83(1986)-  36 09 04.     (N)    086 14 48.     (W)     SCALED    
 GC0166* NAVD 88     -       185.629  (meters)     609.02   (feet)  ADJUSTED  
 GC0166  ___________________________________________________________________
 GC0166  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0166  DYNAMIC HT  -         185.473 (meters)     608.51  (feet)  COMP
 GC0166  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GC0166
 GC0166  VERT ORDER  -  SECOND    CLASS 0
 GC0166
 GC0166.The horizontal coordinates were scaled from a topographic map and have
 GC0166.an estimated accuracy of +/- 6 seconds.
 GC0166
 GC0166.The orthometric height was determined by differential leveling
 GC0166.and adjusted by the National Geodetic Survey in June 1991..
 GC0166
 GC0166.The geoid height was determined by GEOID03.
 GC0166
 GC0166.The dynamic height is computed by dividing the NAVD 88
 GC0166.geopotential number by the normal gravity value computed on the
 GC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0166.degrees latitude (g = 980.6199 gals.).
 GC0166
 GC0166.The modeled gravity was interpolated from observed gravity values.
 GC0166
 GC0166;                    North         East    Units  Estimated Accuracy
 GC0166;SPC TN       -   201,710.      577,800.      MT  (+/- 180 meters Scaled)
 GC0166
 GC0166                          SUPERSEDED SURVEY CONTROL
 GC0166
 GC0166  NGVD 29 (??/??/92)  185.698  (m)          609.24   (f) ADJ UNCH    2 0
 GC0166
 GC0166.Superseded values are not recommended for survey control.
 GC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0166.See file dsdata.txt to determine how the superseded data were derived.
 GC0166
 GC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF677009(NAD 83)
 GC0166_MARKER: DB = BENCH MARK DISK
 GC0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0166_STAMPING: U 79 1935
 GC0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0166+STABILITY: SURFACE MOTION
 GC0166
 GC0166  HISTORY     - Date     Condition        Report By
 GC0166  HISTORY     - 1935     MONUMENTED       CGS
 GC0166  HISTORY     - 1960     GOOD             NGS
 GC0166  HISTORY     - 20010226 POOR             TNDT
 GC0166
 GC0166                          STATION DESCRIPTION
 GC0166
 GC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0166'4.9 MI SE FROM LEBANON.
 GC0166'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0166'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 0.1 MILES
 GC0166'EAST ON A TRACK ROAD, THEN 1.0 MILE SOUTHEAST ON STATE HIGHWAY
 GC0166'26, THEN 2.1 MILES SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY
 GC0166'TO A ROAD CROSSING.  THE BENCH MARK IS 47 FT. NORTH OF THE
 GC0166'CENTER OF A BLACK TOP ROAD, 15.4 FT. EAST OF THE EAST RAIL, 28
 GC0166'FT. WEST OF A FENCE, AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE
 GC0166'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GC0166'AND IS ABOUT LEVEL WITH THE TRACK.
 GC0166
 GC0166                          STATION RECOVERY (2001)
 GC0166
 GC0166'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0166'TOP OF POST HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0650 ***********************************************************************
 FC0650  DESIGNATION -  U 8 RESET
 FC0650  PID         -  FC0650
 FC0650  STATE/COUNTY-  TN/ROANE
 FC0650  USGS QUAD   -  ROCKWOOD (1980)
 FC0650
 FC0650                         *CURRENT SURVEY CONTROL
 FC0650  ___________________________________________________________________
 FC0650* NAD 83(1986)-  35 52 04.     (N)    084 41 15.     (W)     SCALED    
 FC0650* NAVD 88     -       266.90   (meters)     875.7    (feet)  RESET     
 FC0650  ___________________________________________________________________
 FC0650  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0650
 FC0650  VERT ORDER  -  THIRD
 FC0650
 FC0650.The horizontal coordinates were scaled from a topographic map and have
 FC0650.an estimated accuracy of +/- 6 seconds.
 FC0650
 FC0650.The orthometric height was computed from unverified reset data.
 FC0650
 FC0650.The geoid height was determined by GEOID03.
 FC0650
 FC0650;                    North         East    Units  Estimated Accuracy
 FC0650;SPC TN       -   171,040.      718,530.      MT  (+/- 180 meters Scaled)
 FC0650
 FC0650                          SUPERSEDED SURVEY CONTROL
 FC0650
 FC0650.No superseded survey control is available for this station.
 FC0650
 FC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087717(NAD 83)
 FC0650_MARKER: DB = BENCH MARK DISK
 FC0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0650_SP_SET: SIDEWALK
 FC0650_STAMPING: U 8 RESET 1969
 FC0650_MARK LOGO: CGS   
 FC0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0650
 FC0650  HISTORY     - Date     Condition        Report By
 FC0650  HISTORY     - 1969     MONUMENTED       CGS
 FC0650
 FC0650                          STATION DESCRIPTION
 FC0650
 FC0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC0650'AT ROCKWOOD.
 FC0650'AT ROCKWOOD, ABOUT 2 BLOCKS NORTHWEST ALONG ROCKWOOD STREET
 FC0650'FROM ITS CROSSING WITH THE SOUTHERN RAILROAD, IN THE SOUTH
 FC0650'CORNER OF THE CONCRETE DECK OF THE WALK-IN SECTION OF THE
 FC0650'DRIVE-IN WINDOW OF THE FIRST NATIONAL BANK AND TRUST COMPANY
 FC0650'AT THE EAST ANGLE OF THE INTERSECTION OF ROCKWOOD STREET AND
 FC0650'CHAMBERLAIN AVENUE.  IT IS 57 FEET SOUTHEAST OF THE SOUTHEAST
 FC0650'CURB OF CHAMBERLAIN AVENUE, 54 FEET NORTHEAST OF THE APPROXIMATE
 FC0650'CENTER OF ROCKWOOD STREET, 31 FEET SOUTHEAST OF THE MAIN ENTRANCE
 FC0650'INTO THE BANK, 26 FEET NORTHEAST OF THE NORTHEAST CURB OF
 FC0650'ROCKWOOD STREET, 10 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 FC0650'MAIN BANK BUILDING, AND 0.3 OF A FOOT NORTHWEST OF THE NORTHWEST
 FC0650'EDGE OF A PILASTER AT THE SOUTH CORNER OF THE DRIVE-IN AND
 FC0650'WALK-IN WINDOWS.  IT IS A STANDARD BENCH MARK DISK CEMENTED
 FC0650'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE DECK
 FC0650'AND THE DISK IS STAMPED U 8 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1828 ***********************************************************************
 GB1828  DESIGNATION -  U 80
 GB1828  PID         -  GB1828
 GB1828  STATE/COUNTY-  TN/SMITH
 GB1828  USGS QUAD   -  GORDONSVILLE (1986)
 GB1828
 GB1828                         *CURRENT SURVEY CONTROL
 GB1828  ___________________________________________________________________
 GB1828* NAD 83(1986)-  36 10 03.     (N)    085 54 47.     (W)     SCALED    
 GB1828* NAVD 88     -       156.743  (meters)     514.25   (feet)  POSTED    
 GB1828  ___________________________________________________________________
 GB1828  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1828  DYNAMIC HT  -         156.610 (meters)     513.81  (feet)  COMP
 GB1828  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GB1828
 GB1828  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1828
 GB1828.The horizontal coordinates were scaled from a topographic map and have
 GB1828.an estimated accuracy of +/- 6 seconds.
 GB1828
 GB1828.The orthometric height was determined by differential leveling
 GB1828.and adjusted by the National Geodetic Survey in 1992..
 GB1828.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1828.rate of 0.0 thru 1.0 mm/km.
 GB1828
 GB1828.The geoid height was determined by GEOID03.
 GB1828
 GB1828.The dynamic height is computed by dividing the NAVD 88
 GB1828.geopotential number by the normal gravity value computed on the
 GB1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1828.degrees latitude (g = 980.6199 gals.).
 GB1828
 GB1828.The modeled gravity was interpolated from observed gravity values.
 GB1828
 GB1828;                    North         East    Units  Estimated Accuracy
 GB1828;SPC TN       -   203,500.      607,820.      MT  (+/- 180 meters Scaled)
 GB1828
 GB1828                          SUPERSEDED SURVEY CONTROL
 GB1828
 GB1828  NGVD 29 (??/??/92)  156.811  (m)          514.47   (f) ADJ UNCH    2 0
 GB1828
 GB1828.Superseded values are not recommended for survey control.
 GB1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1828.See file dsdata.txt to determine how the superseded data were derived.
 GB1828
 GB1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF977030(NAD 83)
 GB1828_MARKER: DB = BENCH MARK DISK
 GB1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1828_STAMPING: U 80 1935
 GB1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1828+STABILITY: SURFACE MOTION
 GB1828
 GB1828  HISTORY     - Date     Condition        Report By
 GB1828  HISTORY     - 1935     MONUMENTED       CGS
 GB1828
 GB1828                          STATION DESCRIPTION
 GB1828
 GB1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1828'AT CARTHAGE JUNCTION.
 GB1828'AT CARTHAGE JUNCTION, SMITH COUNTY, ON THE TENNESSEE CENTRAL RAILWAY,
 GB1828'39 YARDS NORTH OF THE NORTH END OF THE MOST NORTHERLY SECTIONHOUSE,
 GB1828'13.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST LEG OF
 GB1828'THE RAILROAD WYE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 GB1828'U 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1650 ***********************************************************************
 GB1650  DESIGNATION -  U 81
 GB1650  PID         -  GB1650
 GB1650  STATE/COUNTY-  TN/OVERTON
 GB1650  USGS QUAD   -  HILHAM (1986)
 GB1650
 GB1650                         *CURRENT SURVEY CONTROL
 GB1650  ___________________________________________________________________
 GB1650* NAD 83(1986)-  36 29 19.     (N)    085 23 54.     (W)     SCALED    
 GB1650* NAVD 88     -       322.129  (meters)    1056.85   (feet)  ADJUSTED  
 GB1650  ___________________________________________________________________
 GB1650  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1650  DYNAMIC HT  -         321.843 (meters)    1055.91  (feet)  COMP
 GB1650  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB1650
 GB1650  VERT ORDER  -  SECOND    CLASS 0
 GB1650
 GB1650.The horizontal coordinates were scaled from a topographic map and have
 GB1650.an estimated accuracy of +/- 6 seconds.
 GB1650
 GB1650.The orthometric height was determined by differential leveling
 GB1650.and adjusted by the National Geodetic Survey in June 1991..
 GB1650
 GB1650.The geoid height was determined by GEOID03.
 GB1650
 GB1650.The dynamic height is computed by dividing the NAVD 88
 GB1650.geopotential number by the normal gravity value computed on the
 GB1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1650.degrees latitude (g = 980.6199 gals.).
 GB1650
 GB1650.The modeled gravity was interpolated from observed gravity values.
 GB1650
 GB1650;                    North         East    Units  Estimated Accuracy
 GB1650;SPC TN       -   239,300.      653,910.      MT  (+/- 180 meters Scaled)
 GB1650
 GB1650                          SUPERSEDED SURVEY CONTROL
 GB1650
 GB1650  NGVD 29 (??/??/92)  322.218  (m)         1057.14   (f) ADJ UNCH    2 0
 GB1650
 GB1650.Superseded values are not recommended for survey control.
 GB1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1650.See file dsdata.txt to determine how the superseded data were derived.
 GB1650
 GB1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF434393(NAD 83)
 GB1650_MARKER: DB = BENCH MARK DISK
 GB1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1650_STAMPING: U 81 1935
 GB1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1650+STABILITY: SURFACE MOTION
 GB1650
 GB1650  HISTORY     - Date     Condition        Report By
 GB1650  HISTORY     - 1935     MONUMENTED       CGS
 GB1650
 GB1650                          STATION DESCRIPTION
 GB1650
 GB1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1650'10.3 MI SE FROM CELINA.
 GB1650'IN OVERTON COUNTY, ABOUT 10.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 GB1650'52 FROM THE COURTHOUSE AT CELINA, CLAY COUNTY, ON THE FARM OF
 GB1650'Z.R. CHILTON, ABOUT 38 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 GB1650'A BARN, ABOUT 33 YARDS WEST OF A PRIVATE DRIVE TO THE HOUSE, 21 FEET
 GB1650'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A FENCE,
 GB1650'AND ABOUT 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GB1650'STAMPED U 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1966 ***********************************************************************
 GB1966  DESIGNATION -  U 82
 GB1966  PID         -  GB1966
 GB1966  STATE/COUNTY-  TN/MACON
 GB1966  USGS QUAD   -  GALEN (1982)
 GB1966
 GB1966                         *CURRENT SURVEY CONTROL
 GB1966  ___________________________________________________________________
 GB1966* NAD 83(1986)-  36 31 06.     (N)    085 55 43.     (W)     SCALED    
 GB1966* NAVD 88     -       263.580  (meters)     864.76   (feet)  ADJUSTED  
 GB1966  ___________________________________________________________________
 GB1966  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1966  DYNAMIC HT  -         263.358 (meters)     864.03  (feet)  COMP
 GB1966  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GB1966
 GB1966  VERT ORDER  -  SECOND    CLASS 0
 GB1966
 GB1966.The horizontal coordinates were scaled from a topographic map and have
 GB1966.an estimated accuracy of +/- 6 seconds.
 GB1966
 GB1966.The orthometric height was determined by differential leveling
 GB1966.and adjusted by the National Geodetic Survey in June 1991..
 GB1966
 GB1966.The geoid height was determined by GEOID03.
 GB1966
 GB1966.The dynamic height is computed by dividing the NAVD 88
 GB1966.geopotential number by the normal gravity value computed on the
 GB1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1966.degrees latitude (g = 980.6199 gals.).
 GB1966
 GB1966.The modeled gravity was interpolated from observed gravity values.
 GB1966
 GB1966;                    North         East    Units  Estimated Accuracy
 GB1966;SPC TN       -   242,430.      606,390.      MT  (+/- 180 meters Scaled)
 GB1966
 GB1966                          SUPERSEDED SURVEY CONTROL
 GB1966
 GB1966  NGVD 29 (??/??/92)  263.675  (m)          865.07   (f) ADJ UNCH    2 0
 GB1966
 GB1966.Superseded values are not recommended for survey control.
 GB1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1966.See file dsdata.txt to determine how the superseded data were derived.
 GB1966
 GB1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF959419(NAD 83)
 GB1966_MARKER: DB = BENCH MARK DISK
 GB1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1966_STAMPING: U 82 1935
 GB1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1966+STABILITY: SURFACE MOTION
 GB1966
 GB1966  HISTORY     - Date     Condition        Report By
 GB1966  HISTORY     - 1935     MONUMENTED       CGS
 GB1966  HISTORY     - 1969     MARK NOT FOUND   USGS
 GB1966
 GB1966                          STATION DESCRIPTION
 GB1966
 GB1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1966'6.5 MI W FROM RED BOILING SPRINGS.
 GB1966'6.5 MILES WEST ALONG STATE HIGHWAY 52 FROM RED BOILING SPRINGS,
 GB1966'MACON COUNTY, ABOUT 250 YARDS NORTH OF A SIGN ADVERTISING THE
 GB1966'COUNTS HOTEL, 140 FEET SOUTH OF A CUTBACK, 38 FEET SOUTHWEST
 GB1966'OF AN S-CURVE WARNING SIGN, 48 FEET WEST OF THE CENTERLINE OF
 GB1966'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1966'U 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1966
 GB1966                          STATION RECOVERY (1969)
 GB1966
 GB1966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GB1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1634 ***********************************************************************
 GB1634  DESIGNATION -  U 84
 GB1634  PID         -  GB1634
 GB1634  STATE/COUNTY-  TN/CUMBERLAND
 GB1634  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1634
 GB1634                         *CURRENT SURVEY CONTROL
 GB1634  ___________________________________________________________________
 GB1634* NAD 83(1986)-  36 05 47.     (N)    085 14 06.     (W)     SCALED    
 GB1634* NAVD 88     -       615.891  (meters)    2020.64   (feet)  ADJUSTED  
 GB1634  ___________________________________________________________________
 GB1634  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB1634  DYNAMIC HT  -         615.319 (meters)    2018.76  (feet)  COMP
 GB1634  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 GB1634
 GB1634  VERT ORDER  -  SECOND    CLASS 0
 GB1634
 GB1634.The horizontal coordinates were scaled from a topographic map and have
 GB1634.an estimated accuracy of +/- 6 seconds.
 GB1634
 GB1634.The orthometric height was determined by differential leveling
 GB1634.and adjusted by the National Geodetic Survey in June 1991..
 GB1634
 GB1634.The geoid height was determined by GEOID03.
 GB1634
 GB1634.The dynamic height is computed by dividing the NAVD 88
 GB1634.geopotential number by the normal gravity value computed on the
 GB1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1634.degrees latitude (g = 980.6199 gals.).
 GB1634
 GB1634.The modeled gravity was interpolated from observed gravity values.
 GB1634
 GB1634;                    North         East    Units  Estimated Accuracy
 GB1634;SPC TN       -   195,880.      668,890.      MT  (+/- 180 meters Scaled)
 GB1634
 GB1634                          SUPERSEDED SURVEY CONTROL
 GB1634
 GB1634  NGVD 29 (??/??/92)  615.904  (m)         2020.68   (f) ADJ UNCH    2 0
 GB1634
 GB1634.Superseded values are not recommended for survey control.
 GB1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1634.See file dsdata.txt to determine how the superseded data were derived.
 GB1634
 GB1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE588960(NAD 83)
 GB1634_MARKER: DB = BENCH MARK DISK
 GB1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1634_STAMPING: U 84 1935
 GB1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1634+STABILITY: SURFACE MOTION
 GB1634
 GB1634  HISTORY     - Date     Condition        Report By
 GB1634  HISTORY     - 1935     MONUMENTED       CGS
 GB1634  HISTORY     - 1960     GOOD             NGS
 GB1634
 GB1634                          STATION DESCRIPTION
 GB1634
 GB1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1634'4 MI SE FROM MONTEREY.
 GB1634'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1634'STATE HIGHWAY 84, THEN 4.4 MILES SOUTHEAST ON U.S. HIGHWAY 70N.
 GB1634'THE BENCH MARK IS 0.4 MILE SOUTH OF YOUNGS MOTEL, 68 FT. NORTHEAST
 GB1634'OF THE CENTER OF U.S. HIGHWAY 70N, 23 FT. SOUTHEAST OF THE
 GB1634'CENTER OF A PRIVATE DRIVE, 10.6 FT. SOUTHWEST OF THE SOUTH
 GB1634'RAIL OF RAILROAD, AND 1.5 FT. SOUTHWEST OF A WITNESS SIGN.  THE
 GB1634'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GB1634'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS 0.4 MILE
 GB1634'NORTHWEST ON U.S. HIGHWAY 70N FROM B.M. TT 8 MN (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0355 ***********************************************************************
 GC0355  DESIGNATION -  U 86
 GC0355  PID         -  GC0355
 GC0355  STATE/COUNTY-  TN/DAVIDSON
 GC0355  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0355
 GC0355                         *CURRENT SURVEY CONTROL
 GC0355  ___________________________________________________________________
 GC0355* NAD 83(1986)-  36 16 33.     (N)    086 42 35.     (W)     SCALED    
 GC0355* NAVD 88     -       151.850  (meters)     498.19   (feet)  POSTED    
 GC0355  ___________________________________________________________________
 GC0355  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0355  DYNAMIC HT  -         151.720 (meters)     497.77  (feet)  COMP
 GC0355  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0355
 GC0355  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GC0355
 GC0355.The horizontal coordinates were scaled from a topographic map and have
 GC0355.an estimated accuracy of +/- 6 seconds.
 GC0355
 GC0355.The orthometric height was determined by differential leveling
 GC0355.and adjusted by the National Geodetic Survey in 1992..
 GC0355.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GC0355.rate of 4.1 thru 8.0 mm/km.
 GC0355
 GC0355.The geoid height was determined by GEOID03.
 GC0355
 GC0355.The dynamic height is computed by dividing the NAVD 88
 GC0355.geopotential number by the normal gravity value computed on the
 GC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0355.degrees latitude (g = 980.6199 gals.).
 GC0355
 GC0355.The modeled gravity was interpolated from observed gravity values.
 GC0355
 GC0355;                    North         East    Units  Estimated Accuracy
 GC0355;SPC TN       -   215,750.      536,230.      MT  (+/- 180 meters Scaled)
 GC0355
 GC0355                          SUPERSEDED SURVEY CONTROL
 GC0355
 GC0355  NGVD 29 (??/??/92)  151.896  (m)          498.35   (f) ADJ UNCH    2 0
 GC0355
 GC0355.Superseded values are not recommended for survey control.
 GC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0355.See file dsdata.txt to determine how the superseded data were derived.
 GC0355
 GC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260145(NAD 83)
 GC0355_MARKER: DB = BENCH MARK DISK
 GC0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0355_STAMPING: U 86 1935
 GC0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0355+STABILITY: SURFACE MOTION
 GC0355
 GC0355  HISTORY     - Date     Condition        Report By
 GC0355  HISTORY     - 1935     MONUMENTED       CGS
 GC0355  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0355
 GC0355                          STATION DESCRIPTION
 GC0355
 GC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0355'AT AMQUI.
 GC0355'AT AMQUI, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0355'RAILROAD, 170 YARDS NORTH OF THE NORTH END OF THE STATION, 32.5
 GC0355'FEET WEST OF THE SOUTHWEST END OF THE CONCRETE PIER OF AN OVERHEAD
 GC0355'HIGHWAY CROSSING, 23.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GC0355'SOUTH-BOUND TRACK, 17.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GC0355'THE NORTH-BOUND TRACK IN THE NORTH END OF THE TRIANGLE BETWEEN
 GC0355'THE TWO TRACKS, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 GC0355'DISK, STAMPED U 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1252 ***********************************************************************
 GC1252  DESIGNATION -  U 87
 GC1252  PID         -  GC1252
 GC1252  STATE/COUNTY-  TN/MONTGOMERY
 GC1252  USGS QUAD   -  SANGO (1984)
 GC1252
 GC1252                         *CURRENT SURVEY CONTROL
 GC1252  ___________________________________________________________________
 GC1252* NAD 83(1986)-  36 37 19.     (N)    087 07 53.     (W)     SCALED    
 GC1252* NAVD 88     -       176.811  (meters)     580.09   (feet)  ADJUSTED  
 GC1252  ___________________________________________________________________
 GC1252  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1252  DYNAMIC HT  -         176.669 (meters)     579.62  (feet)  COMP
 GC1252  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GC1252
 GC1252  VERT ORDER  -  SECOND    CLASS 0
 GC1252
 GC1252.The horizontal coordinates were scaled from a topographic map and have
 GC1252.an estimated accuracy of +/- 6 seconds.
 GC1252
 GC1252.The orthometric height was determined by differential leveling
 GC1252.and adjusted by the National Geodetic Survey in June 1991..
 GC1252
 GC1252.The geoid height was determined by GEOID03.
 GC1252
 GC1252.The dynamic height is computed by dividing the NAVD 88
 GC1252.geopotential number by the normal gravity value computed on the
 GC1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1252.degrees latitude (g = 980.6199 gals.).
 GC1252
 GC1252.The modeled gravity was interpolated from observed gravity values.
 GC1252
 GC1252;                    North         East    Units  Estimated Accuracy
 GC1252;SPC TN       -   254,510.      498,800.      MT  (+/- 180 meters Scaled)
 GC1252
 GC1252                          SUPERSEDED SURVEY CONTROL
 GC1252
 GC1252  NGVD 29 (??/??/92)  176.884  (m)          580.33   (f) ADJ UNCH    2 0
 GC1252
 GC1252.Superseded values are not recommended for survey control.
 GC1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1252.See file dsdata.txt to determine how the superseded data were derived.
 GC1252
 GC1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF882529(NAD 83)
 GC1252_MARKER: DB = BENCH MARK DISK
 GC1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1252_STAMPING: U 87 1935
 GC1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1252+STABILITY: SURFACE MOTION
 GC1252
 GC1252  HISTORY     - Date     Condition        Report By
 GC1252  HISTORY     - 1935     MONUMENTED       CGS
 GC1252  HISTORY     - 1956     MARK NOT FOUND   USGS
 GC1252
 GC1252                          STATION DESCRIPTION
 GC1252
 GC1252'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GC1252'0.9 MI NW FROM SADLERS.
 GC1252'IN MONTGOMERY COUNTY, 0.9 MILE NORTHWEST ALONG THE LOUISVILLE
 GC1252'AND NASHVILLE RAILROAD FROM THE STATION AT SADLERS, ROBERTSON
 GC1252'COUNTY, AT A ROAD CROSSING, 32 YARDS EAST OF A WIG-WAG CROSSING
 GC1252'SIGNAL, 28.5 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 21.4
 GC1252'FEET NORTHEAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 GC1252'U 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0332 ***********************************************************************
 FF0332  DESIGNATION -  U 88
 FF0332  PID         -  FF0332
 FF0332  STATE/COUNTY-  TN/SHELBY
 FF0332  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0332
 FF0332                         *CURRENT SURVEY CONTROL
 FF0332  ___________________________________________________________________
 FF0332* NAD 83(1986)-  35 10 22.     (N)    090 02 42.     (W)     SCALED    
 FF0332* NAVD 88     -        72.361  (meters)     237.40   (feet)  ADJUSTED  
 FF0332  ___________________________________________________________________
 FF0332  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0332  DYNAMIC HT  -          72.295 (meters)     237.19  (feet)  COMP
 FF0332  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FF0332
 FF0332  VERT ORDER  -  FIRST     CLASS I
 FF0332
 FF0332.The horizontal coordinates were scaled from a topographic map and have
 FF0332.an estimated accuracy of +/- 6 seconds.
 FF0332
 FF0332.The orthometric height was determined by differential leveling
 FF0332.and adjusted by the National Geodetic Survey in June 1991..
 FF0332.WARNING-Repeat measurements at this control monument indicate possible
 FF0332.vertical movement.
 FF0332
 FF0332.The geoid height was determined by GEOID03.
 FF0332
 FF0332.The dynamic height is computed by dividing the NAVD 88
 FF0332.geopotential number by the normal gravity value computed on the
 FF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0332.degrees latitude (g = 980.6199 gals.).
 FF0332
 FF0332.The modeled gravity was interpolated from observed gravity values.
 FF0332
 FF0332;                    North         East    Units  Estimated Accuracy
 FF0332;SPC TN       -   100,750.      231,620.      MT  (+/- 180 meters Scaled)
 FF0332
 FF0332                          SUPERSEDED SURVEY CONTROL
 FF0332
 FF0332  NGVD 29 (??/??/??)   72.321  (m)          237.27   (f) ADJUSTED    1 1
 FF0332
 FF0332.Superseded values are not recommended for survey control.
 FF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0332.See file dsdata.txt to determine how the superseded data were derived.
 FF0332
 FF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU691962(NAD 83)
 FF0332_MARKER: DB = BENCH MARK DISK
 FF0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0332_SP_SET: MANHOLE WELL
 FF0332_STAMPING: U 88 1957
 FF0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0332+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0332
 FF0332  HISTORY     - Date     Condition        Report By
 FF0332  HISTORY     - 1957     MONUMENTED       CGS
 FF0332  HISTORY     - 1974     GOOD             NGS
 FF0332  HISTORY     - 19940922 GOOD             TN1620
 FF0332  HISTORY     - 20021024 GOOD             USACE
 FF0332
 FF0332                          STATION DESCRIPTION
 FF0332
 FF0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0332'AT MEMPHIS.
 FF0332'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, 0.2 MILE
 FF0332'SOUTH-SOUTHWEST OF THE CROSSING OF SECOND STREET AND ILLINOIS
 FF0332'CENTRAL RAILROAD, AT U.S. ENGINEERS MARBLE BAYOU PUMPING STATION,
 FF0332'44 FEET WEST OF THE WEST RAIL OF MAIN TRACK OF THE ILLINOIS
 FF0332'CENTRAL RAILROAD, 46.7 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 FF0332'OF THE PUMPING STATION, 20 FEET SOUTH OF THE SOUTH SIDE OF
 FF0332'CONCRETE STEPS TO BUILDING, SET IN TOP OF THE SOUTHWEST CORNER
 FF0332'OF CONCRETE MANHOLE WELL COVER, 1 FOOT ABOVE GROUND ON THE WEST
 FF0332'SIDE, ABOUT LEVEL WITH THE RAILS.
 FF0332
 FF0332                          STATION RECOVERY (1994)
 FF0332
 FF0332'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0332'RECOVERED IN GOOD CONDITION.
 FF0332
 FF0332                          STATION RECOVERY (2002)
 FF0332
 FF0332'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0838 ***********************************************************************
 FD0838  DESIGNATION -  U 9
 FD0838  PID         -  FD0838
 FD0838  STATE/COUNTY-  TN/LAWRENCE
 FD0838  USGS QUAD   -  SUMMERTOWN (1976)
 FD0838
 FD0838                         *CURRENT SURVEY CONTROL
 FD0838  ___________________________________________________________________
 FD0838* NAD 83(1986)-  35 26 08.     (N)    087 17 45.     (W)     SCALED    
 FD0838* NAVD 88     -       311.786  (meters)    1022.92   (feet)  ADJUSTED  
 FD0838  ___________________________________________________________________
 FD0838  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0838  DYNAMIC HT  -         311.498 (meters)    1021.97  (feet)  COMP
 FD0838  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FD0838
 FD0838  VERT ORDER  -  FIRST     CLASS II
 FD0838
 FD0838.The horizontal coordinates were scaled from a topographic map and have
 FD0838.an estimated accuracy of +/- 6 seconds.
 FD0838
 FD0838.The orthometric height was determined by differential leveling
 FD0838.and adjusted by the National Geodetic Survey in June 1991..
 FD0838
 FD0838.The geoid height was determined by GEOID03.
 FD0838
 FD0838.The dynamic height is computed by dividing the NAVD 88
 FD0838.geopotential number by the normal gravity value computed on the
 FD0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0838.degrees latitude (g = 980.6199 gals.).
 FD0838
 FD0838.The modeled gravity was interpolated from observed gravity values.
 FD0838
 FD0838;                    North         East    Units  Estimated Accuracy
 FD0838;SPC TN       -   123,070.      482,340.      MT  (+/- 180 meters Scaled)
 FD0838
 FD0838                          SUPERSEDED SURVEY CONTROL
 FD0838
 FD0838  NGVD 29 (??/??/92)  311.756  (m)         1022.82   (f) ADJ UNCH    1 2
 FD0838
 FD0838.Superseded values are not recommended for survey control.
 FD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0838.See file dsdata.txt to determine how the superseded data were derived.
 FD0838
 FD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE731213(NAD 83)
 FD0838_MARKER: DB = BENCH MARK DISK
 FD0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0838_STAMPING: U 9 1931 1022.924
 FD0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0838+STABILITY: SURFACE MOTION
 FD0838
 FD0838  HISTORY     - Date     Condition        Report By
 FD0838  HISTORY     - 1931     MONUMENTED       CGS
 FD0838  HISTORY     - 1949     GOOD             NGS
 FD0838  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0838  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0838
 FD0838                          STATION DESCRIPTION
 FD0838
 FD0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0838'AT SUMMERTOWN.
 FD0838'AT SUMMERTOWN, 17 RAILS SOUTH OF THE CROSSING OF STATE HIGHWAY
 FD0838'20 AND THE LOUISVILLE AND NASHVILLE RAILROAD, 49.2 FEET EAST
 FD0838'OF THE EAST RAIL OF THE MAIN TRACK, 165 FEET SOUTHEAST AND
 FD0838'ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF THE BOX-CAR EXPRESS
 FD0838'OFFICE, 32.5 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD
 FD0838'PARALLELING THE TRACK, 90.5 FEET WEST-SOUTHWEST AND ACROSS ROAD
 FD0838'FROM THE NORTHWEST CORNER OF THE PORCH TO A 1 1/2-STORY WOODEN
 FD0838'FRAME HOUSE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1
 FD0838'FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0838'PROJECTING 4 INCHES.
 FD0838
 FD0838                          STATION RECOVERY (1972)
 FD0838
 FD0838'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0838'MARK NOT FOUND.
 FD0838
 FD0838                          STATION RECOVERY (1983)
 FD0838
 FD0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0838'NOT RECOVERED, GROUND WORK HAS BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1648 ***********************************************************************
 FE1648  DESIGNATION -  U 90
 FE1648  PID         -  FE1648
 FE1648  STATE/COUNTY-  TN/LAUDERDALE
 FE1648  USGS QUAD   -  NODENA (1983)
 FE1648
 FE1648                         *CURRENT SURVEY CONTROL
 FE1648  ___________________________________________________________________
 FE1648* NAD 83(1986)-  35 36 43.     (N)    089 52 58.     (W)     SCALED    
 FE1648* NAVD 88     -        83.660  (meters)     274.47   (feet)  ADJUSTED  
 FE1648  ___________________________________________________________________
 FE1648  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1648  DYNAMIC HT  -          83.588 (meters)     274.24  (feet)  COMP
 FE1648  MODELED GRAV-     979,778.0   (mgal)                       NAVD 88
 FE1648
 FE1648  VERT ORDER  -  FIRST     CLASS II
 FE1648
 FE1648.The horizontal coordinates were scaled from a topographic map and have
 FE1648.an estimated accuracy of +/- 6 seconds.
 FE1648
 FE1648.The orthometric height was determined by differential leveling
 FE1648.and adjusted by the National Geodetic Survey in June 1991..
 FE1648
 FE1648.The geoid height was determined by GEOID03.
 FE1648
 FE1648.The dynamic height is computed by dividing the NAVD 88
 FE1648.geopotential number by the normal gravity value computed on the
 FE1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1648.degrees latitude (g = 980.6199 gals.).
 FE1648
 FE1648.The modeled gravity was interpolated from observed gravity values.
 FE1648
 FE1648;                    North         East    Units  Estimated Accuracy
 FE1648;SPC TN       -   148,840.      248,320.      MT  (+/- 180 meters Scaled)
 FE1648
 FE1648                          SUPERSEDED SURVEY CONTROL
 FE1648
 FE1648  NGVD 29 (??/??/??)   83.628  (m)          274.37   (f) ADJUSTED    1 2
 FE1648
 FE1648.Superseded values are not recommended for survey control.
 FE1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1648.See file dsdata.txt to determine how the superseded data were derived.
 FE1648
 FE1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE388447(NAD 83)
 FE1648_MARKER: DB = BENCH MARK DISK
 FE1648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1648_SP_SET: 75 FEET
 FE1648_STAMPING: U 90 1957
 FE1648_PROJECTION: FLUSH
 FE1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1648+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1648
 FE1648  HISTORY     - Date     Condition        Report By
 FE1648  HISTORY     - 1957     MONUMENTED       CGS
 FE1648  HISTORY     - 1974     GOOD             NGS
 FE1648  HISTORY     - 19971204 GOOD             USE
 FE1648  HISTORY     - 20020807 GOOD             USACE
 FE1648
 FE1648                          STATION DESCRIPTION
 FE1648
 FE1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1648'AT FULTON.
 FE1648'AT FULTON, IN THE LAWN IN FRONT OF THE POST OFFICE, 134 FEET
 FE1648'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 199 FEET WEST
 FE1648'OF THE JUNCTION OF STATE HIGHWAY 87 AND THE OLD RIVER ROAD
 FE1648'LEADING SOUTH, 68 FEET NORTHWEST OF THE CENTER LINE OF THE RIVER
 FE1648'ROAD, 102 1/2 FEET NORTHEAST OF THE EAST CORNER OF THE H.G.
 FE1648'PARHAMS STORE, 56 FEET SOUTHEAST OF THE EAST CORNER OF THE POST
 FE1648'OFFICE BUILDING (PART OF BUILDING USED AS RESIDENCE), 13 FEET
 FE1648'SOUTH-SOUTHWEST OF A 20-INCH GUM TREE, 1 1/2 FEET ABOVE THE RIVER
 FE1648'ROAD, A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 FE1648'GROUND AND PROTECTED BY A 4-INCH TILE FLUSH WITH THE GROUND.
 FE1648'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 75 FEET.
 FE1648
 FE1648                          STATION RECOVERY (1974)
 FE1648
 FE1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1648'RECOVERED IN GOOD CONDITION.
 FE1648
 FE1648                          STATION RECOVERY (1997)
 FE1648
 FE1648'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE1648'GOOD.
 FE1648
 FE1648                          STATION RECOVERY (2002)
 FE1648
 FE1648'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0282 ***********************************************************************
 FF0282  DESIGNATION -  U 91
 FF0282  PID         -  FF0282
 FF0282  STATE/COUNTY-  TN/SHELBY
 FF0282  USGS QUAD   -  LOCKE (1970)
 FF0282
 FF0282                         *CURRENT SURVEY CONTROL
 FF0282  ___________________________________________________________________
 FF0282* NAD 83(1986)-  35 20 09.     (N)    090 04 25.     (W)     SCALED    
 FF0282* NAVD 88     -        67.826  (meters)     222.53   (feet)  ADJUSTED  
 FF0282  ___________________________________________________________________
 FF0282  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0282  DYNAMIC HT  -          67.766 (meters)     222.33  (feet)  COMP
 FF0282  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 FF0282
 FF0282  VERT ORDER  -  FIRST     CLASS II
 FF0282
 FF0282.The horizontal coordinates were scaled from a topographic map and have
 FF0282.an estimated accuracy of +/- 6 seconds.
 FF0282
 FF0282.The orthometric height was determined by differential leveling
 FF0282.and adjusted by the National Geodetic Survey in June 1991..
 FF0282
 FF0282.The geoid height was determined by GEOID03.
 FF0282
 FF0282.The dynamic height is computed by dividing the NAVD 88
 FF0282.geopotential number by the normal gravity value computed on the
 FF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0282.degrees latitude (g = 980.6199 gals.).
 FF0282
 FF0282.The modeled gravity was interpolated from observed gravity values.
 FF0282
 FF0282;                    North         East    Units  Estimated Accuracy
 FF0282;SPC TN       -   118,930.      229,770.      MT  (+/- 180 meters Scaled)
 FF0282
 FF0282                          SUPERSEDED SURVEY CONTROL
 FF0282
 FF0282  NGVD 29 (??/??/??)   67.792  (m)          222.41   (f) ADJUSTED    1 2
 FF0282
 FF0282.Superseded values are not recommended for survey control.
 FF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0282.See file dsdata.txt to determine how the superseded data were derived.
 FF0282
 FF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV659142(NAD 83)
 FF0282_MARKER: P = PIPE CAP
 FF0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0282_STAMPING: U 91 1957
 FF0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0282
 FF0282  HISTORY     - Date     Condition        Report By
 FF0282  HISTORY     - 1957     MONUMENTED       CGS
 FF0282
 FF0282                          STATION DESCRIPTION
 FF0282
 FF0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0282'3.4 MI W FROM LOCKE.
 FF0282'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0282'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0282'ROAD, THENCE 0.9 MILE WEST ALONG A GRADED ROAD, 55 FEET SOUTH
 FF0282'OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH-SOUTHEAST OF THE
 FF0282'SOUTHEAST CORNER OF A WOODEN BRIDGE OVER DRY BAYOU, 30 FEET
 FF0282'SOUTHWEST OF A BLAZED 28 INCH ELM TREE, 7 FEET SOUTHEAST OF A
 FF0282'BLAZED 12 INCH ELM TREE, 2 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 FF0282'A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 7
 FF0282'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1671 ***********************************************************************
 FE1671  DESIGNATION -  U 92
 FE1671  PID         -  FE1671
 FE1671  STATE/COUNTY-  TN/TIPTON
 FE1671  USGS QUAD   -  NODENA (1983)
 FE1671
 FE1671                         *CURRENT SURVEY CONTROL
 FE1671  ___________________________________________________________________
 FE1671* NAD 83(1986)-  35 30 22.     (N)    089 53 43.     (W)     SCALED    
 FE1671* NAVD 88     -       122.339  (meters)     401.37   (feet)  ADJUSTED  
 FE1671  ___________________________________________________________________
 FE1671  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1671  DYNAMIC HT  -         122.233 (meters)     401.03  (feet)  COMP
 FE1671  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 FE1671
 FE1671  VERT ORDER  -  FIRST     CLASS I
 FE1671
 FE1671.The horizontal coordinates were scaled from a topographic map and have
 FE1671.an estimated accuracy of +/- 6 seconds.
 FE1671
 FE1671.The orthometric height was determined by differential leveling
 FE1671.and adjusted by the National Geodetic Survey in June 1991..
 FE1671
 FE1671.The geoid height was determined by GEOID03.
 FE1671
 FE1671.The dynamic height is computed by dividing the NAVD 88
 FE1671.geopotential number by the normal gravity value computed on the
 FE1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1671.degrees latitude (g = 980.6199 gals.).
 FE1671
 FE1671.The modeled gravity was interpolated from observed gravity values.
 FE1671
 FE1671;                    North         East    Units  Estimated Accuracy
 FE1671;SPC TN       -   137,150.      246,720.      MT  (+/- 180 meters Scaled)
 FE1671
 FE1671                          SUPERSEDED SURVEY CONTROL
 FE1671
 FE1671  NGVD 29 (??/??/??)  122.311  (m)          401.28   (f) ADJUSTED    1 1
 FE1671
 FE1671.Superseded values are not recommended for survey control.
 FE1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1671.See file dsdata.txt to determine how the superseded data were derived.
 FE1671
 FE1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374330(NAD 83)
 FE1671_MARKER: DB = BENCH MARK DISK
 FE1671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1671_SP_SET: 56 FEET
 FE1671_STAMPING: U 92 1957
 FE1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1671+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1671
 FE1671  HISTORY     - Date     Condition        Report By
 FE1671  HISTORY     - 1957     MONUMENTED       CGS
 FE1671  HISTORY     - 1974     GOOD             NGS
 FE1671  HISTORY     - 20020807 GOOD             USACE
 FE1671
 FE1671                          STATION DESCRIPTION
 FE1671
 FE1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1671'1 MI S FROM RANDOLPH.
 FE1671'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1671'METHODIST CHURCH AT RANDOLPH, THENCE 0.95 MILE SOUTH-SOUTHWEST
 FE1671'ALONG AN ASPHALT ROAD 0.15 MILE NORTHEAST OF THE INTERSECTION OF
 FE1671'STATE HIGHWAY 59 LEADING NORTHEAST TO COVINGTON, 0.1 MILE NORTH
 FE1671'OF A LARGE NEW BRICK HOUSE, 68.8 FEET EAST OF THE CENTER LINE OF
 FE1671'THE ASPHALT ROAD, 2.3 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 FE1671'OF A TAN FRAME HOUSE, 39.7 FEET EAST-SOUTHEAST OF A POWER POLE,
 FE1671'12.6 FEET NORTH OF THE NORTH EDGE OF A CONCRETE PORCH, 4 FEET
 FE1671'ABOVE ROAD AND ON TOP OF A COPPER COATED STEEL ROD, 2-INCHES
 FE1671'BELOW GROUND AND PROTECTED BY A 4-INCH CLAY PIPE FLUSH WITH THE
 FE1671'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1671
 FE1671                          STATION RECOVERY (2002)
 FE1671
 FE1671'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1340 ***********************************************************************
 FE1340  DESIGNATION -  U 93
 FE1340  PID         -  FE1340
 FE1340  STATE/COUNTY-  TN/TIPTON
 FE1340  USGS QUAD   -  BRIGHTON (1981)
 FE1340
 FE1340                         *CURRENT SURVEY CONTROL
 FE1340  ___________________________________________________________________
 FE1340* NAD 83(1986)-  35 29 00.     (N)    089 43 31.     (W)     SCALED    
 FE1340* NAVD 88     -       102.924  (meters)     337.68   (feet)  ADJUSTED  
 FE1340  ___________________________________________________________________
 FE1340  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1340  DYNAMIC HT  -         102.836 (meters)     337.39  (feet)  COMP
 FE1340  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 FE1340
 FE1340  VERT ORDER  -  FIRST     CLASS I
 FE1340
 FE1340.The horizontal coordinates were scaled from a topographic map and have
 FE1340.an estimated accuracy of +/- 6 seconds.
 FE1340
 FE1340.The orthometric height was determined by differential leveling
 FE1340.and adjusted by the National Geodetic Survey in June 1991..
 FE1340
 FE1340.The geoid height was determined by GEOID03.
 FE1340
 FE1340.The dynamic height is computed by dividing the NAVD 88
 FE1340.geopotential number by the normal gravity value computed on the
 FE1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1340.degrees latitude (g = 980.6199 gals.).
 FE1340
 FE1340.The modeled gravity was interpolated from observed gravity values.
 FE1340
 FE1340;                    North         East    Units  Estimated Accuracy
 FE1340;SPC TN       -   134,030.      262,030.      MT  (+/- 180 meters Scaled)
 FE1340
 FE1340                          SUPERSEDED SURVEY CONTROL
 FE1340
 FE1340  NGVD 29 (??/??/??)  102.898  (m)          337.59   (f) ADJUSTED    1 1
 FE1340
 FE1340.Superseded values are not recommended for survey control.
 FE1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1340.See file dsdata.txt to determine how the superseded data were derived.
 FE1340
 FE1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527300(NAD 83)
 FE1340_MARKER: DB = BENCH MARK DISK
 FE1340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1340_SP_SET: UNDERPASS
 FE1340_STAMPING: U 93 1957
 FE1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1340+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1340
 FE1340  HISTORY     - Date     Condition        Report By
 FE1340  HISTORY     - 1957     MONUMENTED       CGS
 FE1340  HISTORY     - 1974     GOOD             NGS
 FE1340  HISTORY     - 20021001 GOOD             USACE
 FE1340
 FE1340                          STATION DESCRIPTION
 FE1340
 FE1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1340'AT BRIGHTON.
 FE1340'AT THE KENTWOOD STREET UNDERPASS UNDER ILLINOIS CENTRAL RAILROAD
 FE1340'AT BRIGHTON, (OLD ARCH TYPE UNDERPASS), 149 FEET SOUTHWEST OF
 FE1340'MILEPOST 360, 11 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FE1340'NORTHWEST TRACK, SET IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 FE1340'CONCRETE HEADWALL OF UNDERPASS, 3 FEET BELOW RAILS.  THIS MARK
 FE1340'IS ALSO 0.25 MILE EAST OF N 262 AT THE JUNCTION OF OLD U.S.
 FE1340'HIGHWAY 51 AND KENTWOOD STREET.
 FE1340
 FE1340                          STATION RECOVERY (2002)
 FE1340
 FE1340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1699 ***********************************************************************
 FE1699  DESIGNATION -  U 94
 FE1699  PID         -  FE1699
 FE1699  STATE/COUNTY-  TN/LAUDERDALE
 FE1699  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1699
 FE1699                         *CURRENT SURVEY CONTROL
 FE1699  ___________________________________________________________________
 FE1699* NAD 83(1986)-  35 44 04.     (N)    089 32 06.     (W)     SCALED    
 FE1699* NAVD 88     -       117.576  (meters)     385.75   (feet)  ADJUSTED  
 FE1699  ___________________________________________________________________
 FE1699  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1699  DYNAMIC HT  -         117.475 (meters)     385.42  (feet)  COMP
 FE1699  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 FE1699
 FE1699  VERT ORDER  -  SECOND    CLASS 0
 FE1699
 FE1699.The horizontal coordinates were scaled from a topographic map and have
 FE1699.an estimated accuracy of +/- 6 seconds.
 FE1699
 FE1699.The orthometric height was determined by differential leveling
 FE1699.and adjusted by the National Geodetic Survey in June 1991..
 FE1699
 FE1699.The geoid height was determined by GEOID03.
 FE1699
 FE1699.The dynamic height is computed by dividing the NAVD 88
 FE1699.geopotential number by the normal gravity value computed on the
 FE1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1699.degrees latitude (g = 980.6199 gals.).
 FE1699
 FE1699.The modeled gravity was interpolated from observed gravity values.
 FE1699
 FE1699;                    North         East    Units  Estimated Accuracy
 FE1699;SPC TN       -   161,230.      280,290.      MT  (+/- 180 meters Scaled)
 FE1699
 FE1699                          SUPERSEDED SURVEY CONTROL
 FE1699
 FE1699  NGVD 29 (??/??/??)  117.557  (m)          385.68   (f) ADJUSTED    2 0
 FE1699
 FE1699.Superseded values are not recommended for survey control.
 FE1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1699.See file dsdata.txt to determine how the superseded data were derived.
 FE1699
 FE1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE707574(NAD 83)
 FE1699_MARKER: DB = BENCH MARK DISK
 FE1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1699_SP_SET: CULVERT
 FE1699_STAMPING: U 94 1957
 FE1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1699
 FE1699  HISTORY     - Date     Condition        Report By
 FE1699  HISTORY     - 1957     MONUMENTED       CGS
 FE1699  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1699
 FE1699                          STATION DESCRIPTION
 FE1699
 FE1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1699'1.1 MI S FROM RIPLEY.
 FE1699'1.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1699'STATION AT RIPLEY, ABOUT 0.25 MILE NORTH OF MILEPOST NO. 339,
 FE1699'ON TOP OF THE NORTH CORNER OF THE FIRST STEP DOWN FROM THE
 FE1699'HEADWALL, AT THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A
 FE1699'12-FOOT ARCHED CULVERT UNDER THE TRACK, 10 1/2 FEET NORTHWEST
 FE1699'OF THE NORTHWEST RAIL, 3/4 FEET SOUTH OF THE NORTH CORNER OF
 FE1699'THE STEP AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 FE1699
 FE1699                          STATION RECOVERY (1971)
 FE1699
 FE1699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1011 ***********************************************************************
 GD1011  DESIGNATION -  U 96
 GD1011  PID         -  GD1011
 GD1011  STATE/COUNTY-  TN/LAKE
 GD1011  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1011
 GD1011                         *CURRENT SURVEY CONTROL
 GD1011  ___________________________________________________________________
 GD1011* NAD 83(1986)-  36 12 56.     (N)    089 38 43.     (W)     SCALED    
 GD1011* NAVD 88     -        82.324  (meters)     270.09   (feet)  ADJUSTED  
 GD1011  ___________________________________________________________________
 GD1011  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1011  DYNAMIC HT  -          82.256 (meters)     269.87  (feet)  COMP
 GD1011  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GD1011
 GD1011  VERT ORDER  -  FIRST     CLASS I
 GD1011
 GD1011.The horizontal coordinates were scaled from a topographic map and have
 GD1011.an estimated accuracy of +/- 6 seconds.
 GD1011
 GD1011.The orthometric height was determined by differential leveling
 GD1011.and adjusted by the National Geodetic Survey in June 1991..
 GD1011.WARNING-Repeat measurements at this control monument indicate possible
 GD1011.vertical movement.
 GD1011
 GD1011.The geoid height was determined by GEOID03.
 GD1011
 GD1011.The dynamic height is computed by dividing the NAVD 88
 GD1011.geopotential number by the normal gravity value computed on the
 GD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1011.degrees latitude (g = 980.6199 gals.).
 GD1011
 GD1011.The modeled gravity was interpolated from observed gravity values.
 GD1011
 GD1011;                    North         East    Units  Estimated Accuracy
 GD1011;SPC TN       -   214,940.      272,310.      MT  (+/- 180 meters Scaled)
 GD1011
 GD1011                          SUPERSEDED SURVEY CONTROL
 GD1011
 GD1011  NGVD 29 (??/??/??)   82.241  (m)          269.82   (f) ADJUSTED    1 1
 GD1011
 GD1011.Superseded values are not recommended for survey control.
 GD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1011.See file dsdata.txt to determine how the superseded data were derived.
 GD1011
 GD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF622111(NAD 83)
 GD1011_MARKER: DB = BENCH MARK DISK
 GD1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1011_STAMPING: U 96 1957
 GD1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1011+STABILITY: SURFACE MOTION
 GD1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1011+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GD1011
 GD1011  HISTORY     - Date     Condition        Report By
 GD1011  HISTORY     - 1957     MONUMENTED       CGS
 GD1011  HISTORY     - 1976     GOOD             NGS
 GD1011  HISTORY     - 20020712 GOOD             USACE
 GD1011  HISTORY     - 20020717 GOOD             USACE
 GD1011
 GD1011                          STATION DESCRIPTION
 GD1011
 GD1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD1011'10.6 MI SW FROM RIDGELY.
 GD1011'ABOUT 1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS
 GD1011'CENTRAL RAILROAD STATION AT RIDGELY, THENCE ABOUT 3.05 MILES
 GD1011'SOUTH AND SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 6.1
 GD1011'MILES WEST ALONG STATE HIGHWAY 79, ABOUT 0.4 MILE EAST OF A
 GD1011'NORTH-SOUTH DIRT ROAD CROSSING, AT A FRAME HOUSE, 153 FEET NORTH
 GD1011'OF CENTER LINE OF HIGHWAY, 49 FEET NORTHWEST OF NORTHWEST CORNER
 GD1011'OF HOUSE, 126 FEET NORTHEAST OF A POWER POLE, NEAR THE SOUTH
 GD1011'SIDE OF A 30-INCH PECAN TREE, ABOUT 2 FEET BELOW LEVEL OF
 GD1011'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD1011'INCHES.
 GD1011
 GD1011                          STATION RECOVERY (1976)
 GD1011
 GD1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1011'RECOVERED IN GOOD CONDITION.
 GD1011
 GD1011                          STATION RECOVERY (2002)
 GD1011
 GD1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1011'OLD HWY NOW A DIKE RD, NO HOUSE AT LOCATION, ONE PECAN TREE REMAINS.
 GD1011
 GD1011                          STATION RECOVERY (2002)
 GD1011
 GD1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0838 ***********************************************************************
 GA0838  DESIGNATION -  U 97
 GA0838  PID         -  GA0838
 GA0838  STATE/COUNTY-  TN/HAWKINS
 GA0838  USGS QUAD   -  STONY POINT (1971)
 GA0838
 GA0838                         *CURRENT SURVEY CONTROL
 GA0838  ___________________________________________________________________
 GA0838* NAD 83(1986)-  36 23 42.     (N)    082 47 36.     (W)     SCALED    
 GA0838* NAVD 88     -       382.052  (meters)    1253.45   (feet)  ADJUSTED  
 GA0838  ___________________________________________________________________
 GA0838  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0838  DYNAMIC HT  -         381.702 (meters)    1252.30  (feet)  COMP
 GA0838  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GA0838
 GA0838  VERT ORDER  -  SECOND    CLASS 0
 GA0838
 GA0838.The horizontal coordinates were scaled from a topographic map and have
 GA0838.an estimated accuracy of +/- 6 seconds.
 GA0838
 GA0838.The orthometric height was determined by differential leveling
 GA0838.and adjusted by the National Geodetic Survey in June 1991..
 GA0838
 GA0838.The geoid height was determined by GEOID03.
 GA0838
 GA0838.The dynamic height is computed by dividing the NAVD 88
 GA0838.geopotential number by the normal gravity value computed on the
 GA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0838.degrees latitude (g = 980.6199 gals.).
 GA0838
 GA0838.The modeled gravity was interpolated from observed gravity values.
 GA0838
 GA0838;                    North         East    Units  Estimated Accuracy
 GA0838;SPC TN       -   233,460.      887,620.      MT  (+/- 180 meters Scaled)
 GA0838
 GA0838                          SUPERSEDED SURVEY CONTROL
 GA0838
 GA0838  NGVD 29 (??/??/92)  382.196  (m)         1253.92   (f) ADJ UNCH    2 0
 GA0838
 GA0838.Superseded values are not recommended for survey control.
 GA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0838.See file dsdata.txt to determine how the superseded data were derived.
 GA0838
 GA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA391292(NAD 83)
 GA0838_MARKER: DB = BENCH MARK DISK
 GA0838_SETTING: 66 = SET IN ROCK OUTCROP
 GA0838_SP_SET: ROCK OUTCROP
 GA0838_STAMPING: U 97 1935
 GA0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0838+STABILITY: POSITION/ELEVATION WELL
 GA0838
 GA0838  HISTORY     - Date     Condition        Report By
 GA0838  HISTORY     - 1935     MONUMENTED       CGS
 GA0838  HISTORY     - 1955     GOOD             TVA
 GA0838
 GA0838                          STATION DESCRIPTION
 GA0838
 GA0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0838'1.3 MI E FROM VAN HILL.
 GA0838'1.3 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0838'AT VAN HILL, HAWKINS COUNTY, AT THE BLEVINS RESIDENCE, 37 FEET
 GA0838'SOUTH OF THE CENTERLINE OF THE ROAD, 23 FEET SOUTH OF A FENCE,
 GA0838'10 YARDS NORTHWEST OF AN APPLE TREE, IN LINE WITH THE APPLE
 GA0838'TREE AND THE NORTHWEST CORNER OF THE HOUSE, IN THE TOP OF A ROCK
 GA0838'OUTCROP, 3 FEET SOUTHWEST OF THE HIGHEST POINT, 4 FEET HIGHER
 GA0838'THAN THE ROAD, AND 3 FEET NORTHWEST OF STEEL WITNESS POST.
 GA0838'A STANDARD DISK, STAMPED U 97 1935.
 GA0838
 GA0838                          STATION RECOVERY (1955)
 GA0838
 GA0838'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0846 ***********************************************************************
 GA0846  DESIGNATION -  U 98
 GA0846  PID         -  GA0846
 GA0846  STATE/COUNTY-  TN/GREENE
 GA0846  USGS QUAD   -  BAILEYTON (1971)
 GA0846
 GA0846                         *CURRENT SURVEY CONTROL
 GA0846  ___________________________________________________________________
 GA0846* NAD 83(1986)-  36 18 26.     (N)    082 46 57.     (W)     SCALED    
 GA0846* NAVD 88     -       369.060  (meters)    1210.82   (feet)  ADJUSTED  
 GA0846  ___________________________________________________________________
 GA0846  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0846  DYNAMIC HT  -         368.715 (meters)    1209.69  (feet)  COMP
 GA0846  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GA0846
 GA0846  VERT ORDER  -  SECOND    CLASS 0
 GA0846
 GA0846.The horizontal coordinates were scaled from a topographic map and have
 GA0846.an estimated accuracy of +/- 6 seconds.
 GA0846
 GA0846.The orthometric height was determined by differential leveling
 GA0846.and adjusted by the National Geodetic Survey in June 1991..
 GA0846
 GA0846.The geoid height was determined by GEOID03.
 GA0846
 GA0846.The dynamic height is computed by dividing the NAVD 88
 GA0846.geopotential number by the normal gravity value computed on the
 GA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0846.degrees latitude (g = 980.6199 gals.).
 GA0846
 GA0846.The modeled gravity was interpolated from observed gravity values.
 GA0846
 GA0846;                    North         East    Units  Estimated Accuracy
 GA0846;SPC TN       -   223,750.      888,920.      MT  (+/- 180 meters Scaled)
 GA0846
 GA0846                          SUPERSEDED SURVEY CONTROL
 GA0846
 GA0846  NGVD 29 (??/??/92)  369.197  (m)         1211.27   (f) ADJ UNCH    2 0
 GA0846
 GA0846.Superseded values are not recommended for survey control.
 GA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0846.See file dsdata.txt to determine how the superseded data were derived.
 GA0846
 GA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA399194(NAD 83)
 GA0846_MARKER: DB = BENCH MARK DISK
 GA0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0846_STAMPING: U 98 1935
 GA0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0846+STABILITY: SURFACE MOTION
 GA0846
 GA0846  HISTORY     - Date     Condition        Report By
 GA0846  HISTORY     - 1935     MONUMENTED       CGS
 GA0846  HISTORY     - 1955     GOOD             TVA
 GA0846
 GA0846                          STATION DESCRIPTION
 GA0846
 GA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0846'0.9 MI E FROM LOCUST SPRING.
 GA0846'0.9 MILE EAST ALONG THE NEWMANSVILLE ROAD FROM THE JUNCTION OF
 GA0846'THE ALBANY ROAD AT LOCUST SPRING, GREENE COUNTY, 45 FEET SOUTHEAST
 GA0846'OF THE EAST END OF A CONCRETE BRIDGE, 45 FEET SOUTH OF POLE 466,
 GA0846'35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 GA0846'FENCE CORNER, 2-1/2 FEET HIGHER THAN THE ROAD AND 1.4 FEET SOUTHWEST
 GA0846'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED U 98 1935 AND
 GA0846'SET IN THE TOP OF A CONCRETE POST.
 GA0846
 GA0846                          STATION RECOVERY (1955)
 GA0846
 GA0846'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0872 ***********************************************************************
 GA0872  DESIGNATION -  U 99
 GA0872  PID         -  GA0872
 GA0872  STATE/COUNTY-  TN/GREENE
 GA0872  USGS QUAD   -  MC CLOUD (1961)
 GA0872
 GA0872                         *CURRENT SURVEY CONTROL
 GA0872  ___________________________________________________________________
 GA0872* NAD 83(1986)-  36 15 04.     (N)    082 57 10.     (W)     SCALED    
 GA0872* NAVD 88     -       365.221  (meters)    1198.23   (feet)  ADJUSTED  
 GA0872  ___________________________________________________________________
 GA0872  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0872  DYNAMIC HT  -         364.883 (meters)    1197.12  (feet)  COMP
 GA0872  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 GA0872
 GA0872  VERT ORDER  -  SECOND    CLASS 0
 GA0872
 GA0872.The horizontal coordinates were scaled from a topographic map and have
 GA0872.an estimated accuracy of +/- 6 seconds.
 GA0872
 GA0872.The orthometric height was determined by differential leveling
 GA0872.and adjusted by the National Geodetic Survey in June 1991..
 GA0872
 GA0872.The geoid height was determined by GEOID03.
 GA0872
 GA0872.The dynamic height is computed by dividing the NAVD 88
 GA0872.geopotential number by the normal gravity value computed on the
 GA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0872.degrees latitude (g = 980.6199 gals.).
 GA0872
 GA0872.The modeled gravity was interpolated from observed gravity values.
 GA0872
 GA0872;                    North         East    Units  Estimated Accuracy
 GA0872;SPC TN       -   217,040.      873,820.      MT  (+/- 180 meters Scaled)
 GA0872
 GA0872                          SUPERSEDED SURVEY CONTROL
 GA0872
 GA0872  NGVD 29 (??/??/92)  365.365  (m)         1198.70   (f) ADJ UNCH    2 0
 GA0872
 GA0872.Superseded values are not recommended for survey control.
 GA0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0872.See file dsdata.txt to determine how the superseded data were derived.
 GA0872
 GA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA245135(NAD 83)
 GA0872_MARKER: DB = BENCH MARK DISK
 GA0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0872_SP_SET: STEP
 GA0872_STAMPING: U 99 1935
 GA0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0872
 GA0872  HISTORY     - Date     Condition        Report By
 GA0872  HISTORY     - 1935     MONUMENTED       CGS
 GA0872  HISTORY     - 1950     GOOD             TVA
 GA0872
 GA0872                          STATION DESCRIPTION
 GA0872
 GA0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0872'5.8 MI N FROM MOSHEIM.
 GA0872'5.8 MILES NORTH ALONG THE OLD MT. CARMEL ROAD FROM THE POST
 GA0872'OFFICE AT MOSHEIM, GREENE COUNTY, AT MT. CARMEL, AT THE
 GA0872'INTERSECTION OF THE MOSHEIM-LOCUST SPRING ROAD AND THE ROMEO
 GA0872'ALBANY ROAD, 40 YARDS EAST OF THE CENTERLINE OF THE MOSHEIM
 GA0872'ROAD, 25 YARDS SOUTH OF THE ROMEO-ALBANY ROAD, AT THE METHODIST
 GA0872'CHURCH, IN THE TOP OF THE SECOND STEP, AND 2 1/2 FEET HIGHER
 GA0872'THAN THE ROAD.  A STANDARD DISK, STAMPED U 99 1935.
 GA0872
 GA0872                          STATION RECOVERY (1950)
 GA0872
 GA0872'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9828 ***********************************************************************
 AI9828  SACS        -  This is a Secondary Airport Control Station.
 AI9828  DESIGNATION -  UCY A
 AI9828  PID         -  AI9828
 AI9828  STATE/COUNTY-  TN/OBION
 AI9828  USGS QUAD   -  HARRIS (1983)
 AI9828
 AI9828                         *CURRENT SURVEY CONTROL
 AI9828  ___________________________________________________________________
 AI9828* NAD 83(1995)-  36 22 30.29191(N)    088 59 03.36812(W)     ADJUSTED  
 AI9828* NAVD 88     -       103.98   (meters)     341.1    (feet)  GPS OBS   
 AI9828  ___________________________________________________________________
 AI9828  X           -      91,142.730 (meters)                     COMP
 AI9828  Y           -  -5,140,678.270 (meters)                     COMP
 AI9828  Z           -   3,761,827.533 (meters)                     COMP
 AI9828  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AI9828  ELLIP HEIGHT-          75.78  (meters)          (02/20/01) GPS OBS
 AI9828  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AI9828
 AI9828  HORZ ORDER  -  FIRST
 AI9828  ELLP ORDER  -  SECOND    CLASS I
 AI9828
 AI9828.This mark is at Everett-Stewart Airport (UCY)
 AI9828
 AI9828.The horizontal coordinates were established by GPS observations
 AI9828.and adjusted by the National Geodetic Survey in February 2001..
 AI9828
 AI9828.The orthometric height was determined by GPS observations and a
 AI9828.high-resolution geoid model.
 AI9828
 AI9828.GPS derived orthometric heights for airport stations designated as
 AI9828.PACS or SACS are published to 2 decimal places.  This maintains
 AI9828.centimeter relative accuracy between the PACS and SACS.  It does
 AI9828.not indicate centimeter accuracy relative to other marks which are
 AI9828.part of the NAVD 88 network.
 AI9828
 AI9828.Photographs are available for this station.
 AI9828
 AI9828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9828
 AI9828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9828
 AI9828.The ellipsoidal height was determined by GPS observations
 AI9828.and is referenced to NAD 83.
 AI9828
 AI9828.The geoid height was determined by GEOID03.
 AI9828
 AI9828;                    North         East     Units Scale Factor Converg.
 AI9828;SPC TN       -   230,616.621   332,250.635   MT  0.99999289   -1 44 49.6
 AI9828;SPC TN       -   756,614.70  1,090,058.96   sFT  0.99999289   -1 44 49.6
 AI9828;UTM  16      - 4,027,380.117   322,002.607   MT  0.99999037   -1 10 37.6
 AI9828
 AI9828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9828!SPC TN       -   0.99998811  x   0.99999289  =   0.99998100
 AI9828!UTM  16      -   0.99998811  x   0.99999037  =   0.99997848
 AI9828
 AI9828                          SUPERSEDED SURVEY CONTROL
 AI9828
 AI9828.No superseded survey control is available for this station.
 AI9828
 AI9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2200327380(NAD 83)
 AI9828_MARKER: DD = SURVEY DISK
 AI9828_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9828_STAMPING: UCY A 1996
 AI9828_MARK LOGO: NGS   
 AI9828_PROJECTION: FLUSH
 AI9828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9828+STABILITY: SURFACE MOTION
 AI9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9828+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9828_ROD/PIPE-DEPTH: 1    meters
 AI9828
 AI9828  HISTORY     - Date     Condition        Report By
 AI9828  HISTORY     - 1996     MONUMENTED       LOWE
 AI9828
 AI9828                          STATION DESCRIPTION
 AI9828
 AI9828'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9828'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH FROM UNION CITY
 AI9828'AT THE EVERETT-STEWART AIRPORT. EVERETT-STEWART FIELD IS AN
 AI9828'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9828'AIRPORT MANAGER, ALFRED HOWELL, TELEPHONE NUMBER 901-885-1221,
 AI9828'BEFORE ENTERING THE FIELD.
 AI9828' 
 AI9828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W AND
 AI9828'STATE HIGHWAYS 5 AND 22 IN UNION CITY, GO SOUTHEAST, ON U.S.
 AI9828'HIGHWAY 45W AND STATE HIGHWAYS 5 AND 22, 1.6 KM (1.0 MI) TO THE
 AI9828'JUNCTION OF U.S. HIGHWAY 45N. CONTINUE SOUTHEAST, ON U.S. HIGHWAY
 AI9828'45W AND STATE HIGHWAYS 5 AND 22, 6.3 KM (3.90 MI) TO THE JUNCTION OF A
 AI9828'PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON THE PAVED
 AI9828'ROAD 0.8 KM (0.5 MI) TO A Y JUNCTION. BEAR RIGHT AND GO SOUTHWEST
 AI9828'0.24 KM (0.15 MI) TO THE JUNCTION OF THE AIRPORT ENTRANCE DRIVE. TURN
 AI9828'RIGHT AND GO WEST 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE AND GATE TO
 AI9828'THE LEFT. FROM THE GATE, TURN RIGHT AND GO NORTHWEST 0.08 KM (0.05
 AI9828'MI) TO THE JUNCTION OF THE TAXIWAY. TURN LEFT AND GO SOUTH 0.64 KM
 AI9828'(0.40 MI) TO THE STATION ON THE RIGHT.
 AI9828' 
 AI9828'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9828'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9828'PVC
 AI9828'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9828'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9828'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9828'60.6 M (198.8 FT) EAST FROM THE  CENTERLINE OF THE RUNWAY, 24.3 M
 AI9828'(79.7
 AI9828'FT) WEST FROM THE CENTERLINE OF THE TAXIWAY, 18.6 M (61.0 FT)
 AI9828'NORTHWEST FROM THE SECOND TAXIWAY LIGHT FROM THE SOUTH END OF
 AI9828'THE TAXIWAY, AND 18.4 M (60.4 FT) NORTHWEST FROM THE FIRST TAXIWAY
 AI9828'LIGHT FROM THE SOUTH END OF THE TAXIWAY. THIS STATION IS
 AI9828'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9828' 
 AI9828' 
 AI9828'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2346 ***********************************************************************
 FE2346  DESIGNATION -  UNI
 FE2346  PID         -  FE2346
 FE2346  STATE/COUNTY-  TN/MADISON
 FE2346  USGS QUAD   -  JACKSON NORTH (1983)
 FE2346
 FE2346                         *CURRENT SURVEY CONTROL
 FE2346  ___________________________________________________________________
 FE2346* NAD 83(1995)-  35 39 29.38358(N)    088 45 44.47048(W)     ADJUSTED  
 FE2346* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 FE2346  ___________________________________________________________________
 FE2346  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FE2346  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2346
 FE2346  HORZ ORDER  -  SECOND
 FE2346
 FE2346.The horizontal coordinates were established by classical geodetic methods
 FE2346.and adjusted by the National Geodetic Survey in April 1999..
 FE2346
 FE2346.The orthometric height was scaled from a topographic map.
 FE2346
 FE2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2346
 FE2346.The geoid height was determined by GEOID03.
 FE2346
 FE2346;                    North         East     Units Scale Factor Converg.
 FE2346;SPC TN       -   150,518.095   349,910.593   MT  0.99995309   -1 37 01.9
 FE2346;SPC TN       -   493,824.78  1,147,998.34   sFT  0.99995309   -1 37 01.9
 FE2346;UTM  16      - 3,947,465.208   340,472.546   MT  0.99991361   -1 01 39.3
 FE2346
 FE2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2346!SPC TN       -   0.99997571  x   0.99995309  =   0.99992880
 FE2346!UTM  16      -   0.99997571  x   0.99991361  =   0.99988932
 FE2346
 FE2346|---------------------------------------------------------------------|
 FE2346| PID    Reference Object                     Distance      Geod. Az  |
 FE2346|                                                           dddmmss.s |
 FE2346| CG5272 UNI RM 1                             23.736 METERS 17609     |
 FE2346| FE2338 JACKSON RAD STA WJAK MAST           APPROX. 1.9 KM 2114809.1 |
 FE2346| FE2364 JACKSON SOU BELL TT MAST            APPROX. 6.8 KM 2262343.1 |
 FE2346| CG5271 UNI AZ MK                                          2295750.5 |
 FE2346| FE2340 JACKSON TV STA WDXI MAST            APPROX. 4.5 KM 2463902.5 |
 FE2346| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 6.5 KM 2582934.8 |
 FE2346| FE2336 JACKSON RAD STA WDXI SE MAST        APPROX. 5.4 KM 2770215.9 |
 FE2346| FE2337 JACKSON RAD STA WDXI SW MAST        APPROX. 5.5 KM 2770352.3 |
 FE2346| FE2334 JACKSON RAD STA WDXI NE MAST        APPROX. 5.4 KM 2773851.5 |
 FE2346| FE2335 JACKSON RAD STA WDXI NW MAST        APPROX. 5.5 KM 2773934.4 |
 FE2346| CG5273 UNI RM 2                             24.979 METERS 28527     |
 FE2346| FE2391 MEDINA MUNICIPAL TANK               APPROX.16.1 KM 3553107.8 |
 FE2346|---------------------------------------------------------------------|
 FE2346
 FE2346                          SUPERSEDED SURVEY CONTROL
 FE2346
 FE2346  NAD 83(1995)-  35 39 29.38814(N)    088 45 44.47575(W) AD(       ) 2
 FE2346  NAD 83(1986)-  35 39 29.39499(N)    088 45 44.47144(W) AD(       ) 2
 FE2346  NAD 27      -  35 39 29.14290(N)    088 45 44.26860(W) AD(       ) 2
 FE2346
 FE2346.Superseded values are not recommended for survey control.
 FE2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2346.See file dsdata.txt to determine how the superseded data were derived.
 FE2346
 FE2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4047347465(NAD 83)
 FE2346_MARKER: DS = TRIANGULATION STATION DISK
 FE2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2346
 FE2346  HISTORY     - Date     Condition        Report By
 FE2346  HISTORY     - 1958     MONUMENTED       CGS
 FE2346  HISTORY     - 1959     GOOD             CGS
 FE2346
 FE2346                          STATION DESCRIPTION
 FE2346
 FE2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2346'THE STATION IS ABOUT 9 MILES SOUTH OF MEDINA, ABOUT 4 MILES NORTHEAST
 FE2346'OF JACKSON AND ON PROPERTY OWNED BY MR. V.H.  WHEELER.  IT IS
 FE2346'111 FEET SOUTH OF THE SOUTH GABLE OF A BARN, 65 FEET SOUTHEAST OF THE
 FE2346'SOUTHEAST EDGE OF A SMALL POND, 8 FEET WEST OF A FENCE CORNER, 5
 FE2346'FEET WEST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE
 FE2346'MONUMENT IS FLUSH AND THE DISK IS STAMPED UNI 1958.
 FE2346'
 FE2346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 45
 FE2346'(TRUCK ROUTE) WHICH IS ABOUT 1 MILE EAST OF THE JACKSON
 FE2346'BUSINESS DISTRICT, GO EAST AND NORTHEAST ON HIGHWAY 70 FOR 3.9 MILES
 FE2346'TO A DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTHEAST
 FE2346'ON HIGHWAY 70 FOR 0.25 MILE TO A FENCE ON THE RIGHT. TURN RIGHT AND
 FE2346'DRIVE EAST ACROSS A FIELD FOR 0.1 MILE TO A FENCE CORNER AND THE
 FE2346'STATION AS DESCRIBED.
 FE2346'
 FE2346'REFERENCE MARK 1 IS 29 FEET NORTH OF A FENCE CORNER, 24 FEET NORTH OF
 FE2346'A 24 INCH PINE TREE AND 1 FOOT WEST OF A FENCE.  THE MONUMENT
 FE2346'PROJECTS 3 INCHES AND THE DISK IS STAMPED UNI NO 1 1958.
 FE2346'
 FE2346'REFERENCE MARK 2 IS 34 FEET SOUTHWEST OF THE SOUTH EDGE OF THE POND
 FE2346'AND 1 FOOT SOUTH OF THE FENCE.  THE MONUMENT PROJECTS 3
 FE2346'INCHES AND THE DISK IS STAMPED UNI NO 2 1958.
 FE2346'
 FE2346'THE AZIMUTH MARK IS 42 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2346'70, 25 FEET EAST OF A TELEPHONE POLE, 17 FEET NORTH OF THE
 FE2346'CENTERLINE OF THE DRIVEWAY AND 17 FEET EAST OF A WHITE WITNESS POST.
 FE2346'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED UNI 1958. THE
 FE2346'AZIMUTH MARK IS ON PROPERTY OWNED BY MRS. ROBERT BYRANT.
 FE2346'
 FE2346'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2346
 FE2346                          STATION RECOVERY (1959)
 FE2346
 FE2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2346'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2346'GOOD CONDITION.  THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2427 ***********************************************************************
 GA2427  DESIGNATION -  UNION
 GA2427  PID         -  GA2427
 GA2427  STATE/COUNTY-  TN/KNOX
 GA2427  USGS QUAD   -  JOHN SEVIER (1992)
 GA2427
 GA2427                         *CURRENT SURVEY CONTROL
 GA2427  ___________________________________________________________________
 GA2427* NAD 83(1995)-  36 00 09.81927(N)    083 47 20.99645(W)     ADJUSTED  
 GA2427* NAVD 88     -       302.063  (meters)     991.02   (feet)  ADJUSTED  
 GA2427  ___________________________________________________________________
 GA2427  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GA2427  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2427  DYNAMIC HT  -         301.787 (meters)     990.11  (feet)  COMP
 GA2427  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2427
 GA2427  HORZ ORDER  -  SECOND
 GA2427  VERT ORDER  -  SECOND    CLASS 0
 GA2427
 GA2427.The horizontal coordinates were established by classical geodetic methods
 GA2427.and adjusted by the National Geodetic Survey in April 1999..
 GA2427
 GA2427.The orthometric height was determined by differential leveling
 GA2427.and adjusted by the National Geodetic Survey in June 1991..
 GA2427
 GA2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2427
 GA2427.The geoid height was determined by GEOID03.
 GA2427
 GA2427.The dynamic height is computed by dividing the NAVD 88
 GA2427.geopotential number by the normal gravity value computed on the
 GA2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2427.degrees latitude (g = 980.6199 gals.).
 GA2427
 GA2427.The modeled gravity was interpolated from observed gravity values.
 GA2427
 GA2427;                    North         East     Units Scale Factor Converg.
 GA2427;SPC TN       -   187,469.307   799,303.734   MT  0.99995272   +1 17 39.5
 GA2427;SPC TN       -   615,055.55  2,622,382.33   sFT  0.99995272   +1 17 39.5
 GA2427;UTM  17      - 3,987,849.629   248,596.850   MT  1.00037886   -1 38 25.4
 GA2427
 GA2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2427!SPC TN       -   0.99995742  x   0.99995272  =   0.99991014
 GA2427!UTM  17      -   0.99995742  x   1.00037886  =   1.00033626
 GA2427
 GA2427|---------------------------------------------------------------------|
 GA2427| PID    Reference Object                     Distance      Geod. Az  |
 GA2427|                                                           dddmmss.s |
 GA2427| GA3546 UNION 2 AZ MK                       285.795 METERS 02540     |
 GA2427| GA2425 UNION RM 1                           41.209 METERS 14359     |
 GA2427| FB2212 UNION AZ MK                                        1703452.3 |
 GA2427| GA2426 UNION RM 2                           25.286 METERS 23326     |
 GA2427| GA3547 UNION 2                               4.763 METERS 31910     |
 GA2427|---------------------------------------------------------------------|
 GA2427
 GA2427                          SUPERSEDED SURVEY CONTROL
 GA2427
 GA2427  NAD 83(1995)-  36 00 09.82241(N)    083 47 21.00164(W) AD(       ) 2
 GA2427  NAD 83(1995)-  36 00 09.82235(N)    083 47 21.00174(W) AD(       ) 2
 GA2427  NAD 83(1995)-  36 00 09.82789(N)    083 47 20.99412(W) AD(       ) 2
 GA2427  NAD 83(1986)-  36 00 09.83301(N)    083 47 20.99252(W) AD(       ) 2
 GA2427  NAD 27      -  36 00 09.52560(N)    083 47 21.34740(W) AD(       ) 2
 GA2427  NGVD 29 (??/??/92)  302.205  (m)          991.48   (f) ADJ UNCH    2 0
 GA2427
 GA2427.Superseded values are not recommended for survey control.
 GA2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2427.See file dsdata.txt to determine how the superseded data were derived.
 GA2427
 GA2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4859787850(NAD 83)
 GA2427_MARKER: DE = TRAVERSE STATION DISK
 GA2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2427_STAMPING: UNION 1961
 GA2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2427+STABILITY: SURFACE MOTION
 GA2427
 GA2427  HISTORY     - Date     Condition        Report By
 GA2427  HISTORY     - 1961     MONUMENTED       CGS
 GA2427  HISTORY     - 1972     GOOD             NGS
 GA2427  HISTORY     - 1972     GOOD             NGS
 GA2427
 GA2427                          STATION DESCRIPTION
 GA2427
 GA2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2427'THE STATION IS LOCATED ABOUT 8 MILES NORTHEASTERLY OF THE BUSINESS
 GA2427'DISTRICT OF KNOXVILLE AND
 GA2427'ON THE GROUNDS OF THE UNION SCHOOL.
 GA2427'
 GA2427'TO REACH THE STATION FROM THE EASTERN END OF THE HOLSTON RIVER BRIDGE
 GA2427'WHICH IS LOCATED ABOUT 6
 GA2427'MILES NORTHEASTERLY OF KNOXVILLE ON U.  S.  HIGHWAYS
 GA2427'11E, 25W, AND 70, GO EAST, ON U.
 GA2427'S.  HIGHWAYS 11E, 25W, AND 70 FOR
 GA2427'0.1 MILE TO A SIDE ROAD ON THE RIGHT, HOLSTON RIVER
 GA2427'ROAD, TURN RIGHT
 GA2427'AND GO 0.5 MILE TO A SIDE ROAD ON THE LEFT, MANIS ROAD, TURN LEFT AND
 GA2427'GO 1.2 MILES TO A
 GA2427'FORK, KEEP RIGHT ON OGLESBY ROAD AND GO 0.7 MILE TO
 GA2427'A T-JUNCTION.  TURN LEFT, ON PINE
 GA2427'GROVE ROAD AND GO 0.1 MILE TO A
 GA2427'SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 GA2427'PINE GROVE ROAD
 GA2427'FOR 0.65 MILE TO A SIDE ROAD ON THE LEFT, UNION SCHOOL ROAD, TURN
 GA2427'LEFT AND GO 0.3
 GA2427'MILE TO THE UNION SCHOOL DRIVEWAY ON THE LEFT, TURN
 GA2427'LEFT INTO SCHOOLYARD, KEEPING TO
 GA2427'THE LEFT OF THE SCHOOL BUILDING AND
 GA2427'GO 0.05 MILE TO THE STATION AS DESCRIBED.
 GA2427'
 GA2427'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED UNION 1961, SET
 GA2427'IN A SQUARE CONCRETE
 GA2427'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 84.9 FEET
 GA2427'NORTHWEST OF THE SOUTHWEST CORNER
 GA2427'OF THE UNION SCHOOL, 49.7 FEET
 GA2427'SOUTHWEST OF THE SOUTHWEST CORNER OF A PUMP HOUSE
 GA2427'AND 2.3 FEET SOUTH
 GA2427'OF A WITNESS SIGN.
 GA2427'
 GA2427'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED UNION NO 1 1961, SET
 GA2427'IN A SQUARE CONCRETE
 GA2427'MONUMENT WHICH IS FLUSH.  IT IS 58.7 FEET SOUTHEAST
 GA2427'OF THE SOUTHWEST CORNER OF THE
 GA2427'UNION SCHOOL, 43.6 FEET SOUTHWEST OF
 GA2427'THE SOUTHEAST CORNER OF SCHOOL, 32 FEET SOUTHWEST
 GA2427'OF THE CENTER OF A
 GA2427'DRIVEWAY.
 GA2427'
 GA2427'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED UNION NO 2 1961, SET
 GA2427'IN A SQUARE CONCRETE
 GA2427'MONUMENT WHICH IS FLUSH.  IT IS 134 FEET WEST OF THE
 GA2427'SOUTHWEST CORNER THE UNION SCHOOL,
 GA2427'85.2 FEET SOUTHWEST OF A WITNESS
 GA2427'SIGN AND 11 FEET SOUTH OF THE CENTER OF A DRIVEWAY.
 GA2427'
 GA2427'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED UNION 1961, SET IN A
 GA2427'SQUARE CONCRETE
 GA2427'MONUMENT WHICH IS FLUSH.  IT IS 79 FEET SOUTHEAST OF THE
 GA2427'SOUTHEAST CORNER OF A
 GA2427'HOUSE, MR.  JOHN D.  BEALS RESIDENCE, 17 FEET
 GA2427'NORTH OF THE CENTER OF PINE GROVE ROAD,
 GA2427'11 FEET WEST OF POWER LINE
 GA2427'POLE NO.  35, AND 2.1 FEET WEST OF A WITNESS SIGN.
 GA2427'
 GA2427'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF PINE GROVE ROAD
 GA2427'AND UNION SCHOOL ROAD, GO
 GA2427'EASTERLY ON PINE GROVE ROAD FOR 0.05 MILE TO MR.
 GA2427'JOHN D.  BEALS MAIL BOX ON THE
 GA2427'RIGHT, A WHITE FRAME HOUSE ON THE LEFT
 GA2427'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GA2427'
 GA2427'HEIGHT OF LIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GA2427
 GA2427                          STATION RECOVERY (1972)
 GA2427
 GA2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA2427'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GA2427'HOWEVER, THE
 GA2427'AZIMUTH MARK IS NOW OBSTRUCTED BY THE CORNER OF A GARAGE
 GA2427'AND WAS LEFT INTACT AS IT IS A
 GA2427'BENCH MARK.  NO NEW AZIMUTH MARK WAS
 GA2427'SET.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 GA2427'ANGLE OBSERVED
 GA2427'BETWEEN THE REFERENCE MARK, AND THE ANGLE OBSERVED THIS DATE CHECKED
 GA2427'THE 1961
 GA2427'OBSERVATIONS WELL WITH THE REQUIRED LIMITS.  IN CHECKING THE
 GA2427'HORIZONTAL MEASURED
 GA2427'DISTANCE BETWEEN THE STATION AND THE REFERENCE
 GA2427'MARK, A DISCREPANCY OF -0.04 OF A FOOT
 GA2427'WAS NOTED FOR R.M.  NO.1 AND
 GA2427'-0.02 OF A FOOT FOR R.M.  NO.  2.
 GA2427'
 GA2427'FOLLOWING IS A NEW AND UPDATED DESCRIPTION.
 GA2427'
 GA2427'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THE CENTER OF
 GA2427'KNOXVILLE, AND IS
 GA2427'ON THE GROUNDS OF THE OLD UNION SCHOOL WHICH HAS
 GA2427'BEEN ABANDONED AND RAZED.
 GA2427'
 GA2427'TO REACH THE STATION FROM THE INTERSTATE ROUTE 40 AND U.S.  HIGHWAYS
 GA2427'70, 11E AND 25W
 GA2427'INTERCHANGE IN EAST KNOXVILLE, GO EASTERLY ON THE
 GA2427'RIGHT.  HERE TURN RIGHT ON HOLSTON
 GA2427'RIVER ROAD AND GO SOUTHERLY FOR
 GA2427'0.6 OF A MILE TO MANIS ROAD ON THE LEFT, HERE TURN
 GA2427'LEFT ON MANIS ROAD
 GA2427'AND GO EAST-SOUTHEAST FOR 1.2 MILES TO A FORK, KEEP RIGHT FORK ON
 GA2427'OGLESBY ROAD AND
 GA2427'GO SOUTH-SOUTHEAST FOR 0.7 OF A MILE TO A T
 GA2427'JUNCTION.
 GA2427'HERE TURN LEFT ONTO PINE GROVE ROAD AND GO EASTERLY FOR 0.75 OF A MILE
 GA2427'TO UNION SCHOOL ROAD ON LEFT,*TURN LEFT ON UNION SCHOOL ROAD AND GO
 GA2427'NORTHERLY FOR 0.3 OF A MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON
 GA2427'THIS DRIVEWAY AND GO ABOUT 0.05 OF A MILE UP STEEP HILL TO THE
 GA2427'STATION ON THE RIGHT AS DESCRIBED.
 GA2427'
 GA2427'THE STATION IS 60 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRADED
 GA2427'DRIVEWAY 36 FEET NORTH OF A 24-INCH OAK TREET, 28 FEET SOUTHEAST OF
 GA2427'A 24-INCH OAK TREE, 20 FEET WEST OF A 28-INCH
 GA2427'OAK TREE, 14 FEET
 GA2427'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 40, AND
 GA2427'1.0 FOOT NORTH OF
 GA2427'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GA2427'SET IN THE TOP OF A 10-INCH,
 GA2427'SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GA2427'REFERENCE MARK NO.1 IS 115 FEET SOUTHEAST AND
 GA2427'ACROSS THE DRIVEWAY
 GA2427'FROM A 24-INCH OAK TREE, 59 FEET NORTHEAST OF A 48-INCH OAK
 GA2427'TREE, 25 FEET
 GA2427'SOUTH OF THE APPROXIMATE CENTER OF THE GRADED DRIVEWAY, AND 1.0
 GA2427'FOOT NORTH OF A METAL
 GA2427'WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GA2427'SET IN THE TOP OF A 10-INCH, SQUARE,
 GA2427'CONCRETE MONUMENT FLUSH WITH THE
 GA2427'SURROUNDING SURFACE AND THE DISK IS STAMPED UNION NO 1
 GA2427'1961.
 GA2427'
 GA2427'REFERENCE MARK NO.2 IS 38 FEET NORTH OF A 30-INCH OAK TREE, 32 FEET
 GA2427'SOUTHEAST OF A
 GA2427'30-INCH OAK TREE, 6 FEET SOUTH OF THE APPROXIMATE
 GA2427'CENTER OF THE GRADED DRIVEWAY,
 GA2427'AND 1.0 FOOT NORTH OF A METAL WITNESS
 GA2427'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GA2427'TOP OF A 10-INCH,
 GA2427'SQUARE, CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF THE
 GA2427'GROUND AND THE
 GA2427'DISK IS STAMPED UNION NO 2 1961.
 GA2427'
 GA2427'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2427'REFERENCE MARK NO.
 GA2427'2 IS 157.90 FEET - (48.129) METERS.
 GA2427'
 GA2427'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTH OF THE STATION, 67.4
 GA2427'FEET SOUTHEAST OF
 GA2427'THE SOUTHEAST CORNER OF A GARAGE ON THE PROPERTY OF
 GA2427'MR.  JOHN D.  BEAL, 47 FEET EAST OF
 GA2427'THE APPROXIMATE CENTER OF A
 GA2427'CONCRETE DRAIN, 33 FEET EAST OF THE APPROXIMATE CENTER
 GA2427'OF A DRIVEWAY, 16
 GA2427'FEET NORTH OF THE APPROXIMATE CENTER OF PINE GROVE ROAD, AND 11
 GA2427'FEET WEST OF A
 GA2427'POWERLINE TRANSFORMER POLE.  IT IS A STANDARD DISK SET
 GA2427'IN THE TOP OF A 10-INCH, SQUARE,
 GA2427'CONCRETE MONUMENT ABOUT 4 INCHES
 GA2427'BELOW THE SWARD OF A 10-INCH, SQUARE, CONCRETE
 GA2427'MONUMENT ABOUR 4
 GA2427'INCHES BELOW THE SWARD AND THE DISK IS STAMPED UNION 1961.
 GA2427'AS THIS MARK
 GA2427'IS IN A MOWED AND TENDED AREA, NO WITNESS POST WAS SET.
 GA2427'
 GA2427'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF PINE GROVE ROAD AND
 GA2427'UNION SCHOOL ROAD,
 GA2427'GO EASTERLY ON PINE GROVE ROAD FOR 0.05 OF A MILE
 GA2427'TO THE JOHN D.  BEAL RESIDENCE ON THE
 GA2427'LEFT AND THE MARK AS DESCRIBED.
 GA2427'
 GA2427'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GA2427
 GA2427                          STATION RECOVERY (1972)
 GA2427
 GA2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA2427'4 MI E FROM KNOXVILLE.
 GA2427'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 GA2427'THE MARK FROM THE INTERSTATE ROUTE 40 AND U.S. HIGHWAYS 70, 11E,
 GA2427'AND 25W INTERCHANGE IN EAST KNOXVILLE, GO EASTERLY ON U.S.
 GA2427'HIGHWAYS 70, 11E AND 25W FOR 1.0 MILE TO HOLSTON RIVER ROAD ON THE
 GA2427'RIGHT.  HERE TURN RIGHT, SOUTH, ON HOLSTON RIVER ROAD FOR 0.6
 GA2427'OF A MILE TO MANIS ROAD ON THE LEFT, TURN LEFT, EAST-SOUTHEAST,
 GA2427'ON MANIS ROAD FOR 1.2 MILES TO A FORK, KEEP RIGHT FORK ONTO
 GA2427'OGLESBY ROAD AND GO SOUTH-SOUTHEAST FOR 0.7 OF A MILE TO A T
 GA2427'JUNCTION.  HERE TURN LEFT ONTO PINE GROVE ROAD AND GO EASTERLY
 GA2427'FOR 0.75 OF A MILE TO UNION SCHOOL ROAD ON THE LEFT, THENCE
 GA2427'LEFT, NORTH, FOR 0.3 OF A MILE ON UNION SCHOOL ROAD FOR 0.3 OF
 GA2427'A MILE TO A DRIVEWAY ON THE LEFT, THENCE LEFT ON THIS DRIVEWAY
 GA2427'AND GO EASTERLY UP STEEP HILL FOR ABOUT 0.05 OF A MILE TO THE
 GA2427'UNION 1961 TRAVERSE STATION SITE ON THE RIGHT.  IT IS 135.20
 GA2427'FEET NORTHWEST OF UNION R.M. 1, 82.96 FEET NORTHEAST OF UNION
 GA2427'R.M. 2, 60 FEET NORTH OF THE APPROXIMATE CENTER OF A GRADED
 GA2427'DRIVEWAY, 36 FEET NORTH OF A 24-INCH OAK TREE, 28 FEET SOUTHEAST
 GA2427'OF A 24-INCH OAK TREE, 20 FEET WEST OF A 28-INCH OAK TREE, 14 FEET
 GA2427'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 40,
 GA2427'AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA2427'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 10-INCH,
 GA2427'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK
 GA2427'IS STAMPED UNION 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1841 ***********************************************************************
 GB1841  DESIGNATION -  UNION
 GB1841  PID         -  GB1841
 GB1841  STATE/COUNTY-  TN/PUTNAM
 GB1841  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1841
 GB1841                         *CURRENT SURVEY CONTROL
 GB1841  ___________________________________________________________________
 GB1841* NAD 83(1995)-  36 08 28.29681(N)    085 35 46.10231(W)     ADJUSTED  
 GB1841* NAVD 88     -       331.294  (meters)    1086.92   (feet)  ADJUSTED  
 GB1841  ___________________________________________________________________
 GB1841  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GB1841  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1841  DYNAMIC HT  -         330.998 (meters)    1085.95  (feet)  COMP
 GB1841  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB1841
 GB1841  HORZ ORDER  -  SECOND
 GB1841  VERT ORDER  -  SECOND    CLASS 0
 GB1841
 GB1841.The horizontal coordinates were established by classical geodetic methods
 GB1841.and adjusted by the National Geodetic Survey in April 1999..
 GB1841
 GB1841.The orthometric height was determined by differential leveling
 GB1841.and adjusted by the National Geodetic Survey in June 1991..
 GB1841
 GB1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1841
 GB1841.The geoid height was determined by GEOID03.
 GB1841
 GB1841.The dynamic height is computed by dividing the NAVD 88
 GB1841.geopotential number by the normal gravity value computed on the
 GB1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1841.degrees latitude (g = 980.6199 gals.).
 GB1841
 GB1841.The modeled gravity was interpolated from observed gravity values.
 GB1841
 GB1841;                    North         East     Units Scale Factor Converg.
 GB1841;SPC TN       -   200,656.648   636,347.071   MT  0.99996272   +0 14 11.2
 GB1841;SPC TN       -   658,321.02  2,087,748.68   sFT  0.99996272   +0 14 11.2
 GB1841;UTM  16      - 4,000,521.769   626,304.563   MT  0.99979656   +0 49 41.1
 GB1841
 GB1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1841!SPC TN       -   0.99995264  x   0.99996272  =   0.99991536
 GB1841!UTM  16      -   0.99995264  x   0.99979656  =   0.99974921
 GB1841
 GB1841:                Primary Azimuth Mark                     Grid Az
 GB1841:SPC TN       -  COOKEVILLE SMALL MUNICIPAL TK            064 44 39.1
 GB1841:UTM  16      -  COOKEVILLE SMALL MUNICIPAL TK            064 09 09.2
 GB1841
 GB1841|---------------------------------------------------------------------|
 GB1841| PID    Reference Object                     Distance      Geod. Az  |
 GB1841|                                                           dddmmss.s |
 GB1841| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 8.0 KM 0645850.3 |
 GB1841| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX. 9.4 KM 0775708.7 |
 GB1841| GB1843 UNION RM 1                           20.443 METERS 07905     |
 GB1841| CG7713 UNION AZ MK                                        1433252.1 |
 GB1841| GB1842 UNION RM 2                           22.382 METERS 29018     |
 GB1841| GB2427 BAXTER MUNICIPAL TANK               APPROX. 4.2 KM 2953138.6 |
 GB1841|---------------------------------------------------------------------|
 GB1841
 GB1841                          SUPERSEDED SURVEY CONTROL
 GB1841
 GB1841  NAD 83(1995)-  36 08 28.29886(N)    085 35 46.10547(W) AD(       ) 2
 GB1841  NAD 83(1995)-  36 08 28.30107(N)    085 35 46.10567(W) AD(       ) 2
 GB1841  NAD 83(1986)-  36 08 28.30954(N)    085 35 46.10303(W) AD(       ) 2
 GB1841  NAD 27      -  36 08 28.08670(N)    085 35 46.19130(W) AD(       ) 2
 GB1841  NGVD 29 (??/??/92)  331.358  (m)         1087.13   (f) ADJ UNCH    2 0
 GB1841
 GB1841.Superseded values are not recommended for survey control.
 GB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1841.See file dsdata.txt to determine how the superseded data were derived.
 GB1841
 GB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2630500522(NAD 83)
 GB1841_MARKER: DE = TRAVERSE STATION DISK
 GB1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1841_STAMPING: UNION 1960
 GB1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1841+STABILITY: SURFACE MOTION
 GB1841
 GB1841  HISTORY     - Date     Condition        Report By
 GB1841  HISTORY     - 1960     MONUMENTED       CGS
 GB1841  HISTORY     - 1960     GOOD             CGS
 GB1841
 GB1841                          STATION DESCRIPTION
 GB1841
 GB1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1841'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF COOKEVILLE, 4.0
 GB1841'MILES SOUTHEAST OF BAXTER AND ON THE NORTH RIGHT-OF WAY OF THE
 GB1841'INTERSTATE HIGHWAY, WHICH IS NOW UNDER CONSTRUCTION.
 GB1841'
 GB1841'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE, GO WEST ON
 GB1841'U.S. HIGHWAY 70 N FOR 0.55 MILE TO BUFFALO VALLEY ROAD ON THE
 GB1841'LEFT, TURN LEFT, SOUTHWEST, FOR 1.5 MILES TO A FORK, TAKE THE LEFT
 GB1841'FORK, SOUTHWEST, FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 GB1841'SOUTH, FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 GB1841'
 GB1841'STATION MARK IS 214 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 22
 GB1841'FEET SOUTH OF A WIRE FENCE, AND 2.9 FEET NORTH OF A WITNESS SIGN.
 GB1841'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 GB1841'STAMPED UNION 1960.
 GB1841'
 GB1841'REFERENCE MARK NO. 1 IS 5 FEET SOUTH OF A WIRE FENCE. THE MARK IS A
 GB1841'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED UNION
 GB1841'NO 1 1960.
 GB1841'
 GB1841'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF A WIRE FENCE. THE MARK IS A
 GB1841'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GB1841'STAMPED UNION NO 2 1960.
 GB1841'
 GB1841'AZIMUTH MARK IS 54 FEET SOUTH OF MR. JACK SCOTTS MAIL BOX, 21 FEET
 GB1841'EAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET EAST OF A WITNESS
 GB1841'SIGN, AND 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A STANDARD DISK
 GB1841'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED UNION 1960.
 GB1841'
 GB1841'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 GB1841'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 GB1841'
 GB1841'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 GB1841
 GB1841                          STATION RECOVERY (1960)
 GB1841
 GB1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1841'3.6 MI SE FROM BAXTER.
 GB1841'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1841'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1841'0.5 MILE SOUTH ON A GRAVELED ROAD, THEN 2.15 MILES EAST ON
 GB1841'INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF A GRAVELED ROAD.
 GB1841'THE STATION MARK IS ABOUT 300 FT. NORTH OF THE INTERSTATE
 GB1841'HIGHWAY, 214 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 22 FT.
 GB1841'SOUTH OF A WIRE FENCE, AND 2.9 FT. NORTH OF A WITNESS SIGN.  THE
 GB1841'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1841'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3547 ***********************************************************************
 GA3547  DESIGNATION -  UNION 2
 GA3547  PID         -  GA3547
 GA3547  STATE/COUNTY-  TN/KNOX
 GA3547  USGS QUAD   -  JOHN SEVIER (1992)
 GA3547
 GA3547                         *CURRENT SURVEY CONTROL
 GA3547  ___________________________________________________________________
 GA3547* NAD 83(1995)-  36 00 09.93619(N)    083 47 21.12080(W)     ADJUSTED  
 GA3547* NAVD 88     -       301.63   (+/-2cm)     989.6    (feet)  VERTCON   
 GA3547  ___________________________________________________________________
 GA3547  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GA3547  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA3547
 GA3547  HORZ ORDER  -  THIRD
 GA3547  VERT ORDER  -  THIRD ? (See Below)
 GA3547
 GA3547.The horizontal coordinates were established by classical geodetic methods
 GA3547.and adjusted by the National Geodetic Survey in April 1999..
 GA3547.No horizontal observational check was made to the station.
 GA3547
 GA3547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3547.The vertical order pertains to the NGVD 29 superseded value.
 GA3547
 GA3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3547
 GA3547.The geoid height was determined by GEOID03.
 GA3547
 GA3547;                    North         East     Units Scale Factor Converg.
 GA3547;SPC TN       -   187,472.839   799,300.539   MT  0.99995272   +1 17 39.4
 GA3547;SPC TN       -   615,067.14  2,622,371.85   sFT  0.99995272   +1 17 39.4
 GA3547;UTM  17      - 3,987,853.322   248,593.839   MT  1.00037888   -1 38 25.5
 GA3547
 GA3547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3547!SPC TN       -   0.99995749  x   0.99995272  =   0.99991021
 GA3547!UTM  17      -   0.99995749  x   1.00037888  =   1.00033635
 GA3547
 GA3547|---------------------------------------------------------------------|
 GA3547| PID    Reference Object                     Distance      Geod. Az  |
 GA3547|                                                           dddmmss.s |
 GA3547| GA3546 UNION 2 AZ MK                       283.929 METERS 02633     |
 GA3547| DC2651 UNION 2 RM 3                          2.134 METERS 11002     |
 GA3547| GA2427 UNION                                 4.763 METERS 13910     |
 GA3547| GA2426 UNION RM 2                           25.388 METERS 22239     |
 GA3547|---------------------------------------------------------------------|
 GA3547
 GA3547                          SUPERSEDED SURVEY CONTROL
 GA3547
 GA3547  NAD 83(1995)-  36 00 09.93933(N)    083 47 21.12599(W) AD(       ) 3
 GA3547  NAD 83(1995)-  36 00 09.93927(N)    083 47 21.12609(W) AD(       ) 3
 GA3547  NAD 83(1995)-  36 00 09.94481(N)    083 47 21.11848(W) AD(       ) 3
 GA3547  NAD 83(1986)-  36 00 09.94993(N)    083 47 21.11686(W) AD(       ) 3
 GA3547  NAD 27      -  36 00 09.64253(N)    083 47 21.47174(W) AD(       ) 3
 GA3547  NGVD 29 (07/19/86)  301.77   (m)          990.1    (f) LEVELING    3  
 GA3547
 GA3547.Superseded values are not recommended for survey control.
 GA3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3547.See file dsdata.txt to determine how the superseded data were derived.
 GA3547
 GA3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4859487853(NAD 83)
 GA3547
 GA3547  HISTORY     - Date     Condition        Report By
 GA3547  HISTORY     - 1978     MONUMENTED       NGS
 GA3547
 GA3547                          STATION DESCRIPTION
 GA3547
 GA3547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GA3547'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THE C.B.D. OF
 GA3547'KNOXVILLE, TENNESSEE AND ALONG I-40 BEHIND A SMALL CONCRETE BLOCK
 GA3547'BUILDING AT THE RESIDENCE OF BRUCE SLIMP.
 GA3547'
 GA3547'TO REACH THE STATION FROM STRAWBERRY PLAINS PIKE ROAD UNDER I-40,
 GA3547'GO SOUTH ON STRAWBERRY PLAINS PIKE ROAD FOR 0.60 MILE TO PINE GROVE
 GA3547'ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.40 MILE TO UNION SCHOOL
 GA3547'ROAD, TURN RIGHT AND GO 0.30 MILE TO BRUCE SLIMP DRIVEWAY, TURN LEFT
 GA3547'ON THIS DRIVEWAY AND GO UP THE STEEP HILL FOR ABOUT 0.05 MILE TO
 GA3547'A T-JUNCTION.  TURN RIGHT ON DRIVE GOING TO THE BACK OF
 GA3547'RESIDENCE AND STATION.
 GA3547'
 GA3547'THE STATION MARK IS 7.0 FEET NORTH OF THE NORTHWEST CORNER OF
 GA3547'CONCRETE BUILDING AND 22.4 FEET WEST OF NORTHEAST CORNER OF THE
 GA3547'CONCRETE BUILDING.
 GA3547'
 GA3547'AZIMUTH MARK IS NORTHEAST OF STATION ALONG UNION SCHOOL ROAD.  TO
 GA3547'REACH FROM THE SLIMPS DRIVEWAY, CONTINUE AHEAD ON UNION SCHOOL ROAD
 GA3547'IN A NORTH DIRECTION FOR 0.2 MILE, PASSING OVER I-40, TO THE MARK
 GA3547'ON THE RIGHT NEAR A DRIVEWAY TO JENKINS RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0724 ***********************************************************************
 FE0724  DESIGNATION -  UNION AZ MK
 FE0724  PID         -  FE0724
 FE0724  STATE/COUNTY-  TN/MADISON
 FE0724  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0724
 FE0724                         *CURRENT SURVEY CONTROL
 FE0724  ___________________________________________________________________
 FE0724* NAD 83(1986)-  35 37 09.     (N)    088 48 21.     (W)     SCALED    
 FE0724* NAVD 88     -       127.335  (meters)     417.76   (feet)  ADJUSTED  
 FE0724  ___________________________________________________________________
 FE0724  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0724  DYNAMIC HT  -         127.221 (meters)     417.39  (feet)  COMP
 FE0724  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 FE0724
 FE0724  VERT ORDER  -  FIRST     CLASS II
 FE0724
 FE0724.The horizontal coordinates were scaled from a topographic map and have
 FE0724.an estimated accuracy of +/- 6 seconds.
 FE0724
 FE0724.The orthometric height was determined by differential leveling
 FE0724.and adjusted by the National Geodetic Survey in June 1991..
 FE0724
 FE0724.The geoid height was determined by GEOID03.
 FE0724
 FE0724.The dynamic height is computed by dividing the NAVD 88
 FE0724.geopotential number by the normal gravity value computed on the
 FE0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0724.degrees latitude (g = 980.6199 gals.).
 FE0724
 FE0724.The modeled gravity was interpolated from observed gravity values.
 FE0724
 FE0724;                    North         East    Units  Estimated Accuracy
 FE0724;SPC TN       -   146,310.      345,850.      MT  (+/- 180 meters Scaled)
 FE0724
 FE0724                          SUPERSEDED SURVEY CONTROL
 FE0724
 FE0724  NGVD 29 (??/??/??)  127.370  (m)          417.88   (f) ADJUSTED    1 2
 FE0724
 FE0724.Superseded values are not recommended for survey control.
 FE0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0724.See file dsdata.txt to determine how the superseded data were derived.
 FE0724
 FE0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE364432(NAD 83)
 FE0724_MARKER: DZ = AZIMUTH MARK DISK
 FE0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0724_SP_SET: BUILDING
 FE0724_STAMPING: UNION AZI 1934
 FE0724_MARK LOGO: CGS   
 FE0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0724
 FE0724  HISTORY     - Date     Condition        Report By
 FE0724  HISTORY     - 1934     MONUMENTED       CGS
 FE0724  HISTORY     - 1948     GOOD             CGS
 FE0724  HISTORY     - 20020909 POOR             USACE
 FE0724
 FE0724                          STATION DESCRIPTION
 FE0724
 FE0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0724'AT JACKSON.
 FE0724'AT JACKSON, ABOUT 0.15 MILE EAST ALONG LEXINGTON AVENUE (U.S.
 FE0724'HIGHWAY 70) FROM ITS INTERSECTION WITH THE GULF, MOBILE AND OHIO
 FE0724'RAILROAD, JUST NORTH AND ACROSS THE HIGHWAY FROM UNION UNIVERSITY,
 FE0724'AT THE JUNCTION OF LEXINGTON AND GATES AVENUE, 169.5 FEET NORTH
 FE0724'OF THE CENTER LINE OF LEXINGTON AVENUE, 20 FEET EAST OF THE CENTER
 FE0724'LINE OF GATES AVENUE, SET IN THE TOP OF THE SOUTH END OF A
 FE0724'CONCRETE RETAINING WALL IN FRONT OF HOUSE NO. 114 GATES AVENUE
 FE0724'(THE SECOND HOUSE NORTH OF LEXINGTON AVE.), 4.1 FEET NORTH OF THE
 FE0724'SOUTH END OF THE RETAINING WALL, AND ABOUT 1.5 FEET ABOVE GATES
 FE0724'AVENUE.
 FE0724
 FE0724                          STATION RECOVERY (2002)
 FE0724
 FE0724'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0724'MARK DESTROYED. FOUND DRILL HOLE AND IMPRESSION OF DISK ON RETAINING
 FE0724'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2212 ***********************************************************************
 FB2212  DESIGNATION -  UNION AZ MK
 FB2212  PID         -  FB2212
 FB2212  STATE/COUNTY-  TN/KNOX
 FB2212  USGS QUAD   -  SHOOKS GAP (1987)
 FB2212
 FB2212                         *CURRENT SURVEY CONTROL
 FB2212  ___________________________________________________________________
 FB2212* NAD 83(1986)-  35 59 51.     (N)    083 47 18.     (W)     SCALED    
 FB2212* NAVD 88     -       276.761  (meters)     908.01   (feet)  ADJUSTED  
 FB2212  ___________________________________________________________________
 FB2212  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB2212  DYNAMIC HT  -         276.506 (meters)     907.17  (feet)  COMP
 FB2212  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FB2212
 FB2212  VERT ORDER  -  SECOND    CLASS 0
 FB2212
 FB2212.The horizontal coordinates were scaled from a topographic map and have
 FB2212.an estimated accuracy of +/- 6 seconds.
 FB2212
 FB2212.The orthometric height was determined by differential leveling
 FB2212.and adjusted by the National Geodetic Survey in June 1991..
 FB2212
 FB2212.The geoid height was determined by GEOID03.
 FB2212
 FB2212.The dynamic height is computed by dividing the NAVD 88
 FB2212.geopotential number by the normal gravity value computed on the
 FB2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2212.degrees latitude (g = 980.6199 gals.).
 FB2212
 FB2212.The modeled gravity was interpolated from observed gravity values.
 FB2212
 FB2212;                    North         East    Units  Estimated Accuracy
 FB2212;SPC TN       -   186,890.      799,390.      MT  (+/- 180 meters Scaled)
 FB2212
 FB2212                          SUPERSEDED SURVEY CONTROL
 FB2212
 FB2212  NGVD 29 (??/??/92)  276.902  (m)          908.47   (f) ADJ UNCH    2 0
 FB2212
 FB2212.Superseded values are not recommended for survey control.
 FB2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2212.See file dsdata.txt to determine how the superseded data were derived.
 FB2212
 FB2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV486872(NAD 83)
 FB2212_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FB2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2212_STAMPING: UNION 1961
 FB2212_MARK LOGO: CGS   
 FB2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2212+STABILITY: SURFACE MOTION
 FB2212
 FB2212  HISTORY     - Date     Condition        Report By
 FB2212  HISTORY     - 1961     MONUMENTED       CGS
 FB2212
 FB2212                          STATION DESCRIPTION
 FB2212
 FB2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2212'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTH OF THE STATION, 67.4
 FB2212'FEET SOUTHEAST OF
 FB2212'THE SOUTHEAST CORNER OF A GARAGE ON THE PROPERTY OF
 FB2212'MR.  JOHN D.  BEAL, 47 FEET EAST OF
 FB2212'THE APPROXIMATE CENTER OF A
 FB2212'CONCRETE DRAIN, 33 FEET EAST OF THE APPROXIMATE CENTER
 FB2212'OF A DRIVEWAY, 16
 FB2212'FEET NORTH OF THE APPROXIMATE CENTER OF PINE GROVE ROAD, AND 11
 FB2212'FEET WEST OF A
 FB2212'POWERLINE TRANSFORMER POLE.  IT IS A STANDARD DISK SET
 FB2212'IN THE TOP OF A 10-INCH, SQUARE,
 FB2212'CONCRETE MONUMENT ABOUT 4 INCHES
 FB2212'BELOW THE SWARD OF A 10-INCH, SQUARE, CONCRETE
 FB2212'MONUMENT ABOUR 4
 FB2212'INCHES BELOW THE SWARD AND THE DISK IS STAMPED UNION 1961.
 FB2212'AS THIS MARK
 FB2212'IS IN A MOWED AND TENDED AREA, NO WITNESS POST WAS SET.
 FB2212'NULL
 FB2212'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF PINE GROVE ROAD AND
 FB2212'UNION SCHOOL ROAD,
 FB2212'GO EASTERLY ON PINE GROVE ROAD FOR 0.05 OF A MILE
 FB2212'TO THE JOHN D.  BEAL RESIDENCE ON THE
 FB2212'LEFT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1612 ***********************************************************************
 GD1612  DESIGNATION -  UNION CITY BROWN BILT SHOE TK
 GD1612  PID         -  GD1612
 GD1612  STATE/COUNTY-  TN/OBION
 GD1612  USGS QUAD   -  UNION CITY (1980)
 GD1612
 GD1612                         *CURRENT SURVEY CONTROL
 GD1612  ___________________________________________________________________
 GD1612* NAD 83(1995)-  36 25 56.85314(N)    089 03 21.21850(W)     ADJUSTED  
 GD1612* NAVD 88     -                                                        
 GD1612  ___________________________________________________________________
 GD1612  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GD1612  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD1612
 GD1612  HORZ ORDER  -  THIRD
 GD1612
 GD1612.The horizontal coordinates were established by classical geodetic methods
 GD1612.and adjusted by the National Geodetic Survey in April 1999..
 GD1612
 GD1612
 GD1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1612
 GD1612.The geoid height was determined by GEOID03.
 GD1612
 GD1612;                    North         East     Units Scale Factor Converg.
 GD1612;SPC TN       -   237,178.856   326,025.253   MT  1.00000284   -1 47 20.6
 GD1612;SPC TN       -   778,144.30  1,069,634.52   sFT  1.00000284   -1 47 20.6
 GD1612;UTM  16      - 4,033,880.262   315,712.335   MT  1.00001845   -1 13 16.6
 GD1612
 GD1612                          SUPERSEDED SURVEY CONTROL
 GD1612
 GD1612  NAD 83(1995)-  36 25 56.85515(N)    089 03 21.21723(W) AD(       ) 4
 GD1612  NAD 83(1995)-  36 25 56.85688(N)    089 03 21.21693(W) AD(       ) 4
 GD1612  NAD 83(1986)-  36 25 56.86552(N)    089 03 21.21792(W) AD(       ) 4
 GD1612  NAD 27      -  36 25 56.63600(N)    089 03 20.98600(W) AD(       ) 3
 GD1612
 GD1612.Superseded values are not recommended for survey control.
 GD1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1612.See file dsdata.txt to determine how the superseded data were derived.
 GD1612
 GD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1571233880(NAD 83)
 GD1612_MARKER: 51 = TANK
 GD1612
 GD1612  HISTORY     - Date     Condition        Report By
 GD1612  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1612  HISTORY     - 1967     GOOD             CGS
 GD1612
 GD1612                          STATION DESCRIPTION
 GD1612
 GD1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1612'THE STATION WAS RECOVERED AND IT IS ASSUMED THAT IT OCCUPIES THE SAME
 GD1612'POSITION AS THE TANK INTERSECTED IN 1934.  OFFICIALS OF THE BROWN
 GD1612'SHOE CO. STATE THAT THIS IS THE ONLY TANK THAT EVER EXISTED AT THE
 GD1612'PLANT AND WAS THERE IN 1934.  NO DESCRIPTION OF THIS TANK HAS EVER
 GD1612'BEEN WRITTEN PRIOR TO THIS TIME.
 GD1612'
 GD1612'THE STATION IS LOCATED NEAR THE NORTH EDGE OF UNION CITY IN THE
 GD1612'SOUTHEAST ANGLE OF THE INTERSECTION OF E. CHEATAM STREET AND N.
 GD1612'FIRST STREET, 123 FEET WEST OF THE CENTER OF A LARGE CONCRETE SMOKE
 GD1612'STACK, 122 FEET NORTH OF THE NORTHWEST CORNER OF THE PLANT
 GD1612'BUILDING, 115 FEET EAST OF THE APPROXIMATE CENTER OF N. FIRST STREET,
 GD1612'93 FEET SOUTH OF THE APPROXIMATE CENTER OF E. CHEATAM STREET, AND
 GD1612'IN A PAVED PARKING LOT.
 GD1612'
 GD1612'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 GD1612'A CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF, IS
 GD1612'PAINTED BLACK WITH THE LEGEND BROWN SHOE CO. PAINTED IN WHITE ON
 GD1612'THE NORTH AND SOUTH SIDES, AND HAS AN OVER-ALL HEIGHT OF 120 FEET.
 GD1612'
 GD1612'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1612'
 GD1612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1613 ***********************************************************************
 GD1613  DESIGNATION -  UNION CITY CUMBERLAND PRESB CH
 GD1613  PID         -  GD1613
 GD1613  STATE/COUNTY-  TN/OBION
 GD1613  USGS QUAD   -  UNION CITY (1980)
 GD1613
 GD1613                         *CURRENT SURVEY CONTROL
 GD1613  ___________________________________________________________________
 GD1613* NAD 83(1995)-  36 25 25.24212(N)    089 03 01.76022(W)     ADJUSTED  
 GD1613* NAVD 88     -                                                        
 GD1613  ___________________________________________________________________
 GD1613  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GD1613  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD1613
 GD1613  HORZ ORDER  -  THIRD
 GD1613
 GD1613.The horizontal coordinates were established by classical geodetic methods
 GD1613.and adjusted by the National Geodetic Survey in April 1999..
 GD1613
 GD1613
 GD1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1613
 GD1613.The geoid height was determined by GEOID03.
 GD1613
 GD1613;                    North         East     Units Scale Factor Converg.
 GD1613;SPC TN       -   236,189.827   326,479.319   MT  1.00000125   -1 47 09.2
 GD1613;SPC TN       -   774,899.46  1,071,124.23   sFT  1.00000125   -1 47 09.2
 GD1613;UTM  16      - 4,032,895.766   316,176.190   MT  1.00001634   -1 13 04.2
 GD1613
 GD1613                          SUPERSEDED SURVEY CONTROL
 GD1613
 GD1613  NAD 83(1995)-  36 25 25.24416(N)    089 03 01.75905(W) AD(       ) 4
 GD1613  NAD 83(1995)-  36 25 25.24603(N)    089 03 01.75862(W) AD(       ) 4
 GD1613  NAD 83(1986)-  36 25 25.25450(N)    089 03 01.75960(W) AD(       ) 4
 GD1613  NAD 27      -  36 25 25.02500(N)    089 03 01.52400(W) AD(       ) 3
 GD1613
 GD1613.Superseded values are not recommended for survey control.
 GD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1613.See file dsdata.txt to determine how the superseded data were derived.
 GD1613
 GD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1617632896(NAD 83)
 GD1613_MARKER: 90 = CHURCH SPIRE
 GD1613
 GD1613  HISTORY     - Date     Condition        Report By
 GD1613  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1613  HISTORY     - 1967     GOOD             CGS
 GD1613
 GD1613                          STATION DESCRIPTION
 GD1613
 GD1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1613'THE STATION WAS RECOVERED AND IT IS ASSUMED THAT IT OCCUPIES THE SAME
 GD1613'POSITION AS THE SPIRE INTERSECTED IN 1934, AS THIS IS THE ONLY
 GD1613'CHURCH OF THIS DENOMINATION THAT HAS EVER EXISTED IN UNION CITY.  NO
 GD1613'DESCRIPTION OF THIS SPIRE HAS EVER BEEN WRITTEN PRIOR TO
 GD1613'THIS TIME.
 GD1613'
 GD1613'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 GD1613'S. HOME STREET AND CHURCH STREET IN UNION CITY.
 GD1613'
 GD1613'IT IS AT THE NORTHEAST CORNER OF THE CHURCH BUILDING DIRECTLY OVER
 GD1613'THE ENTRANCE FOYER OF THE CHURCH ON S. HOME STREET, SETS ATOP A
 GD1613'DOMED ROOF SHEATHED IN ALUMINUM AND HAS A WEATHER VANE FINIAL ON
 GD1613'THE TOP.  THE OVER-ALL HEIGHT TO THE TOP OF THE FINIAL IS ABOUT 60
 GD1613'FEET.
 GD1613'
 GD1613'THE POINT INTERSECTED WAS THE FINIAL AT THE TOP AND CENTER.
 GD1613'
 GD1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1614 ***********************************************************************
 GD1614  DESIGNATION -  UNION CITY MUNICIPAL TANK
 GD1614  PID         -  GD1614
 GD1614  STATE/COUNTY-  TN/OBION
 GD1614  USGS QUAD   -  UNION CITY (1980)
 GD1614
 GD1614                         *CURRENT SURVEY CONTROL
 GD1614  ___________________________________________________________________
 GD1614* NAD 83(1995)-  36 25 15.06506(N)    089 02 48.10531(W)     ADJUSTED  
 GD1614* NAVD 88     -                                                        
 GD1614  ___________________________________________________________________
 GD1614  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GD1614  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD1614
 GD1614  HORZ ORDER  -  THIRD
 GD1614
 GD1614.The horizontal coordinates were established by classical geodetic methods
 GD1614.and adjusted by the National Geodetic Survey in April 1999..
 GD1614
 GD1614
 GD1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1614
 GD1614.The geoid height was determined by GEOID03.
 GD1614
 GD1614;                    North         East     Units Scale Factor Converg.
 GD1614;SPC TN       -   235,865.686   326,809.545   MT  1.00000074   -1 47 01.2
 GD1614;SPC TN       -   773,836.00  1,072,207.65   sFT  1.00000074   -1 47 01.2
 GD1614;UTM  16      - 4,032,574.910   316,509.618   MT  1.00001484   -1 12 55.8
 GD1614
 GD1614                          SUPERSEDED SURVEY CONTROL
 GD1614
 GD1614  NAD 83(1995)-  36 25 15.06694(N)    089 02 48.10442(W) AD(       ) 4
 GD1614  NAD 83(1995)-  36 25 15.06759(N)    089 02 48.10481(W) AD(       ) 4
 GD1614  NAD 83(1986)-  36 25 15.07748(N)    089 02 48.10452(W) AD(       ) 4
 GD1614  NAD 27      -  36 25 14.84600(N)    089 02 47.87200(W) AD(       ) 3
 GD1614
 GD1614.Superseded values are not recommended for survey control.
 GD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1614.See file dsdata.txt to determine how the superseded data were derived.
 GD1614
 GD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1651032575(NAD 83)
 GD1614_MARKER: 51 = TANK
 GD1614
 GD1614  HISTORY     - Date     Condition        Report By
 GD1614  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1614  HISTORY     - 1967     GOOD             CGS
 GD1614
 GD1614                          STATION DESCRIPTION
 GD1614
 GD1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1614'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS 130 FEET
 GD1614'HIGH PAINTED SILVER AND HAS UNION CITY PAINTED IN BLACK ON THE SOUTH
 GD1614'SIDE OF THE TANK.  IT IS 0.4 MILE NORTH OF THE UNION CITY HIGH
 GD1614'SCHOOL AND JUST SOUTH OF A RAILROAD AND IS IN THE NORTHEAST SECTION
 GD1614'OF UNION CITY.
 GD1614
 GD1614                          STATION RECOVERY (1967)
 GD1614
 GD1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1614'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1614'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1614'DESCRIPTION.
 GD1614'
 GD1614'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF UNION CITY IN
 GD1614'A FENCED AREA ALONG THE NORTH SIDE OF SUMMER STREET AND JUST SOUTH
 GD1614'OF THE RAILROAD TRACKS.  IT IS JUST EAST OF A SMALL CONFEDERATE
 GD1614'CEMETERY NORTHEAST OF THE T INTERSECTION OF SUMMER STREET AND
 GD1614'EDWARDS STREET AND ABOUT 100 YARDS WEST OF A PUBLIC SWIMMING POOL.
 GD1614'
 GD1614'IT IS A SIX LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 GD1614'PROPER, HAS A DOMED ROOF WITH A SMALL FLAT FINIAL AT THE TOP AND
 GD1614'CENTER OF THE TANK, IS PAINTED SILVER WITH THE LEGEND UNION CITY IN
 GD1614'BLACK ON
 GD1614'THE SOUTH SIDE, AND HAS AN OVER-ALL HEIGHT OF 130 FEET.
 GD1614'
 GD1614'THE POINT INTERSECTED WAS THE FINIAL AT THE TOP AND CENTER OF THE
 GD1614'DOMED ROOF.
 GD1614'
 GD1614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1615 ***********************************************************************
 GD1615  DESIGNATION -  UNION CITY RADIO STA WENK MAST
 GD1615  PID         -  GD1615
 GD1615  STATE/COUNTY-  TN/OBION
 GD1615  USGS QUAD   -  UNION CITY (1980)
 GD1615
 GD1615                         *CURRENT SURVEY CONTROL
 GD1615  ___________________________________________________________________
 GD1615* NAD 83(1995)-  36 25 39.35775(N)    089 02 04.43795(W)     ADJUSTED  
 GD1615* NAVD 88     -                                                        
 GD1615  ___________________________________________________________________
 GD1615  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GD1615  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GD1615
 GD1615  HORZ ORDER  -  THIRD
 GD1615
 GD1615.The horizontal coordinates were established by classical geodetic methods
 GD1615.and adjusted by the National Geodetic Survey in April 1999..
 GD1615
 GD1615
 GD1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1615
 GD1615.The geoid height was determined by GEOID03.
 GD1615
 GD1615;                    North         East     Units Scale Factor Converg.
 GD1615;SPC TN       -   236,580.336   327,920.065   MT  1.00000196   -1 46 35.6
 GD1615;SPC TN       -   776,180.65  1,075,851.08   sFT  1.00000196   -1 46 35.6
 GD1615;UTM  16      - 4,033,300.545   317,613.009   MT  1.00000986   -1 12 30.5
 GD1615
 GD1615                          SUPERSEDED SURVEY CONTROL
 GD1615
 GD1615  NAD 83(1995)-  36 25 39.35952(N)    089 02 04.43707(W) AD(       ) 4
 GD1615  NAD 83(1995)-  36 25 39.36005(N)    089 02 04.43754(W) AD(       ) 4
 GD1615  NAD 83(1986)-  36 25 39.37012(N)    089 02 04.43720(W) AD(       ) 4
 GD1615  NAD 27      -  36 25 39.13900(N)    089 02 04.20600(W) AD(       ) 3
 GD1615
 GD1615.Superseded values are not recommended for survey control.
 GD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1615.See file dsdata.txt to determine how the superseded data were derived.
 GD1615
 GD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1761333301(NAD 83)
 GD1615_MARKER: 42 = RADIO/TV MAST
 GD1615
 GD1615  HISTORY     - Date     Condition        Report By
 GD1615  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1615  HISTORY     - 1967     GOOD             CGS
 GD1615
 GD1615                          STATION DESCRIPTION
 GD1615
 GD1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1615'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED AT THE
 GD1615'NORTHEAST EDGE OF UNION CITY.  IT IS A GUYED STEEL STRUCTURE PAINTED
 GD1615'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE AND IS 150
 GD1615'FEET HIGH.
 GD1615
 GD1615                          STATION RECOVERY (1967)
 GD1615
 GD1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1615'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1615'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1615'DESCRIPTION.
 GD1615'
 GD1615'THE STATION IS LOCATED ABOUT 0.35 OF A MILE NORTHEAST ALONG U.S.
 GD1615'HIGHWAY 51 AND 45W FROM THEIR JUNCTION IN UNION CITY, ABOUT 200 FEET
 GD1615'SOUTH OF THE APPROXIMATE CENTER OF THE HIGHWAYS AND DIRECTLY BEHIND
 GD1615'THE NEW BRICK STUDIO BUILDING IN A SMALL FENCED AREA.
 GD1615'
 GD1615'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY NUMEROUS GUY
 GD1615'CABLES, IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND
 GD1615'WHITE AND HAS AN OVER-ALL HEIGHT OF 150 FEET.
 GD1615'
 GD1615'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST PROPER.
 GD1615'
 GD1615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN NORTHEAST
 GD1615'CORNER OF UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0788 ***********************************************************************
 GD0788  DESIGNATION -  UNION ECC
 GD0788  PID         -  GD0788
 GD0788  STATE/COUNTY-  TN/OBION
 GD0788  USGS QUAD   -  UNION CITY (1980)
 GD0788
 GD0788                         *CURRENT SURVEY CONTROL
 GD0788  ___________________________________________________________________
 GD0788* NAD 83(1995)-  36 25 28.97178(N)    089 03 22.61692(W)     ADJUSTED  
 GD0788* NAVD 88     -       102.763  (meters)     337.15   (feet)  ADJUSTED  
 GD0788  ___________________________________________________________________
 GD0788  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GD0788  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0788  DYNAMIC HT  -         102.681 (meters)     336.88  (feet)  COMP
 GD0788  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GD0788
 GD0788  HORZ ORDER  -  SECOND
 GD0788  VERT ORDER  -  SECOND    CLASS 0
 GD0788
 GD0788.The horizontal coordinates were established by classical geodetic methods
 GD0788.and adjusted by the National Geodetic Survey in April 1999..
 GD0788
 GD0788.The orthometric height was determined by differential leveling
 GD0788.and adjusted by the National Geodetic Survey in June 1991..
 GD0788
 GD0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0788
 GD0788.The geoid height was determined by GEOID03.
 GD0788
 GD0788.The dynamic height is computed by dividing the NAVD 88
 GD0788.geopotential number by the normal gravity value computed on the
 GD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0788.degrees latitude (g = 980.6199 gals.).
 GD0788
 GD0788.The modeled gravity was interpolated from observed gravity values.
 GD0788
 GD0788;                    North         East     Units Scale Factor Converg.
 GD0788;SPC TN       -   236,320.942   325,963.603   MT  1.00000144   -1 47 21.4
 GD0788;SPC TN       -   775,329.62  1,069,432.25   sFT  1.00000144   -1 47 21.4
 GD0788;UTM  16      - 4,033,021.764   315,659.191   MT  1.00001869   -1 13 16.7
 GD0788
 GD0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0788!SPC TN       -   0.99998829  x   1.00000144  =   0.99998973
 GD0788!UTM  16      -   0.99998829  x   1.00001869  =   1.00000698
 GD0788
 GD0788:                Primary Azimuth Mark                     Grid Az
 GD0788:SPC TN       -  UNION CITY BROWN BILT SHOE TK            004 06 36.6
 GD0788:UTM  16      -  UNION CITY BROWN BILT SHOE TK            003 32 31.9
 GD0788
 GD0788|---------------------------------------------------------------------|
 GD0788| PID    Reference Object                     Distance      Geod. Az  |
 GD0788|                                                           dddmmss.s |
 GD0788| GD1612 UNION CITY BROWN BILT SHOE TK       APPROX. 0.9 KM 0021915.2 |
 GD0788| GD0789 PTS 40                               24.704 METERS 01749     |
 GD0788| GD1613 UNION CITY CUMBERLAND PRESB CH      APPROX. 0.5 KM 1022831.0 |
 GD0788| FE0722 UNION RM 1                           47.948 METERS 18431     |
 GD0788| FE0723 UNION RM 2                           35.241 METERS 25402     |
 GD0788| FE0724 UNION AZ MK                                        3305635.7 |
 GD0788|---------------------------------------------------------------------|
 GD0788
 GD0788                          SUPERSEDED SURVEY CONTROL
 GD0788
 GD0788  NAD 83(1995)-  36 25 28.97387(N)    089 03 22.61574(W) AD(       ) 2
 GD0788  NAD 83(1995)-  36 25 28.97583(N)    089 03 22.61553(W) AD(       ) 2
 GD0788  NAD 83(1986)-  36 25 28.98416(N)    089 03 22.61629(W) AD(       ) 2
 GD0788  NAD 27      -  36 25 28.75500(N)    089 03 22.38100(W) AD(       ) 2
 GD0788  NGVD 29 (??/??/??)  102.760  (m)          337.14   (f) ADJUSTED    2 0
 GD0788
 GD0788.Superseded values are not recommended for survey control.
 GD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0788.See file dsdata.txt to determine how the superseded data were derived.
 GD0788
 GD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1565933022(NAD 83)
 GD0788_MARKER: DS = TRIANGULATION STATION DISK
 GD0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0788_STAMPING: UNION 1934 ECC
 GD0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0788+STABILITY: SURFACE MOTION
 GD0788
 GD0788  HISTORY     - Date     Condition        Report By
 GD0788  HISTORY     - 1934     MONUMENTED       CGS
 GD0788  HISTORY     - 1967     GOOD             CGS
 GD0788  HISTORY     - 1967     GOOD             CGS
 GD0788  HISTORY     - 20020418 POOR             USACE
 GD0788
 GD0788                          STATION DESCRIPTION
 GD0788
 GD0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0788'IN UNION CITY, ON PROPERTY OF W. G. BERRY, 30.4 FEET NORTH OF
 GD0788'NORTHEAST CORNER OF PARK SERVICE STATION AT CORNER OF CHURCH AND
 GD0788'DEPOT STREETS, 93 FEET EAST OF CENTER OF DEPOT STREET, AND 35.2
 GD0788'FEET WEST OF MOST WESTERLY SIDE TRACK OF NASHVILLE, CHATTANOOGA AND
 GD0788'ST.  LOUIS RAILWAY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD0788'STATION DISKS IN CONCRETE.  REFERENCE MARK NO. 1
 GD0788'IS STANDARD REFERENCE DISK IN SOUTH CURB OF CHURCH STREET, 78 FEET
 GD0788'EAST OF SOUTHEAST INTERSECTION OF CHURCH AND DEPOT STREETS,
 GD0788'AND 157.31 FEET FROM STATION S 4 DEG 31 MIN W.  REFERENCE
 GD0788'MARK NO. 2 IS STANDARD REFERENCE DISK IN WEST CURB OF DEPOT
 GD0788'STREET, 68 FEET NORTH OF NORTHWEST INTERSECTION OF CURBS OF CHURCH
 GD0788'AND DEPOT STREETS, AND 115.62 FEET FROM STATION S 74
 GD0788'DEG 02 MIN W.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN NORTH EDGE
 GD0788'OF CONCRETE DRIVE OF FORMER LOCATION OF UNION CITY LUMBER CO.
 GD0788'BUILDING, ABOUT 100 FEET NORTH-NORTHEAST OF CENTER OF
 GD0788'MAIN TRACK OF NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 90
 GD0788'FEET WEST OF CENTER OF FIRST STREET, AND 0.15 MILE FROM STATION
 GD0788'N 29 DEG 03 MIN W.  PRIMARY TRAVERSE STATION NO.
 GD0788'40, 1910 USGS, SEE DESCRIPTION THEREOF, IS 81.05 FEET FROM
 GD0788'STATION N 17 DEG 49 MIN E.
 GD0788
 GD0788                          STATION RECOVERY (1967)
 GD0788
 GD0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0788'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND PT STA
 GD0788'NO. 40 1910 (USGS) WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GD0788'AZIMUTH MARK HAS BEEN DESTROYED BY THE BUILDING OF ANDERSONS BEAUTY
 GD0788'SCHOOL DIRECTLY ON TOP OF THE MARK.  NOTHING IS NOW VISIBLE FROM
 GD0788'THE GROUND AT THE STATION SITE THAT MIGHT BE USED TO ESTABLISH A
 GD0788'NEW AZIMUTH MARK, AND NONE WAS SET.
 GD0788'
 GD0788'THE AREA AROUND THE STATION IS NOW USED AS A PARKING LOT AND THE
 GD0788'MEASUREMENTS TO THE REFERENCE MARKS COULD NOT BE MADE.
 GD0788'
 GD0788'THE DISK IS STAMPED UNION 1934 ECC.  THE MEASUREMENT TO PT STA NO.
 GD0788'40 1910 (USGS) WAS CHECKED BUT NO HORIZONTAL ANGLE MEASUREMENTS
 GD0788'WERE MADE DUE TO THE CONGESTION.
 GD0788
 GD0788                          STATION RECOVERY (1967)
 GD0788
 GD0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0788'AT UNION CITY.
 GD0788'THE MARK IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 GD0788'OF CHURCH STREET AND DEPOT STREET IN UNION CITY, 145 FEET NORTH
 GD0788'OF THE APPROXIMATE CENTER OF CHURCH STREET, 93 FEET EAST OF
 GD0788'THE APPROXIMATE CENTER OF DEPOT STREET, 81.05 FEET
 GD0788'SOUTH-SOUTHWEST OF PRIMARY TRAVERSE STATION NO. 40 1910 (USGS),
 GD0788'30 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BRICK BUILDING,
 GD0788'AND 24 FEET SOUTH OF A 36-INCH HACKBERRY TREE.  IT IS A STANDARD
 GD0788'TRIANGULATION STATION DIS SET IN THE TOP OF A 10-INCH, ROUND,
 GD0788'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GD0788'STAMPED UNION 1934 ECC.
 GD0788
 GD0788                          STATION RECOVERY (2002)
 GD0788
 GD0788'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0788'NEWLY PAVED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2422 ***********************************************************************
 GB2422  DESIGNATION -  UNION HILL
 GB2422  PID         -  GB2422
 GB2422  STATE/COUNTY-  TN/JACKSON
 GB2422  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2422
 GB2422                         *CURRENT SURVEY CONTROL
 GB2422  ___________________________________________________________________
 GB2422* NAD 83(1995)-  36 13 50.96982(N)    085 37 20.66046(W)     ADJUSTED  
 GB2422* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2422  ___________________________________________________________________
 GB2422  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GB2422  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB2422
 GB2422  HORZ ORDER  -  THIRD
 GB2422
 GB2422.The horizontal coordinates were established by classical geodetic methods
 GB2422.and adjusted by the National Geodetic Survey in April 1999..
 GB2422
 GB2422.The orthometric height was scaled from a topographic map.
 GB2422
 GB2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2422
 GB2422.The geoid height was determined by GEOID03.
 GB2422
 GB2422;                    North         East     Units Scale Factor Converg.
 GB2422;SPC TN       -   210,592.530   633,944.783   MT  0.99997231   +0 13 15.8
 GB2422;SPC TN       -   690,918.99  2,079,867.18   sFT  0.99997231   +0 13 15.8
 GB2422;UTM  16      - 4,010,430.550   623,800.102   MT  0.99978884   +0 48 51.5
 GB2422
 GB2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2422!SPC TN       -   0.99995541  x   0.99997231  =   0.99992772
 GB2422!UTM  16      -   0.99995541  x   0.99978884  =   0.99974426
 GB2422
 GB2422|---------------------------------------------------------------------|
 GB2422| PID    Reference Object                     Distance      Geod. Az  |
 GB2422|                                                           dddmmss.s |
 GB2422| CG7715 UNION HILL RM 1                      28.195 METERS 03043     |
 GB2422| CG7714 UNION HILL AZ MK                                   1304553.3 |
 GB2422| CG7716 UNION HILL RM 2                      27.874 METERS 16051     |
 GB2422| GB2428 ENSOR                               APPROX. 7.7 KM 2004111.9 |
 GB2422| GB2420 PTS 25 T                            143.348 METERS 25836     |
 GB2422|---------------------------------------------------------------------|
 GB2422
 GB2422                          SUPERSEDED SURVEY CONTROL
 GB2422
 GB2422  NAD 83(1995)-  36 13 50.97239(N)    085 37 20.66293(W) AD(       ) 3
 GB2422  NAD 83(1995)-  36 13 50.97444(N)    085 37 20.66375(W) AD(       ) 3
 GB2422  NAD 83(1986)-  36 13 50.98181(N)    085 37 20.66222(W) AD(       ) 3
 GB2422  NAD 27      -  36 13 50.76300(N)    085 37 20.74300(W) AD(       ) 3
 GB2422
 GB2422.Superseded values are not recommended for survey control.
 GB2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2422.See file dsdata.txt to determine how the superseded data were derived.
 GB2422
 GB2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2380010431(NAD 83)
 GB2422_MARKER: DS = TRIANGULATION STATION DISK
 GB2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2422
 GB2422  HISTORY     - Date     Condition        Report By
 GB2422  HISTORY     - 1949     MONUMENTED       CGS
 GB2422  HISTORY     - 1976     GOOD             NGS
 GB2422
 GB2422                          STATION DESCRIPTION
 GB2422
 GB2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2422'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF COOKEVILLE AND 5 MILES
 GB2422'NORTH OF BAXTER ON PROPERTY OWNED BY MR. G.C.GROGAN IT IS 100 YARDS
 GB2422'NORTH OF THE CENTER OF A GRAVEL ROAD, 110 FEET SOUTH OF A CEMTERY, 81
 GB2422'FEET SOUTHWEST OF A 48 INCH OAK TREE AND 71 FEET WEST OF A FENCE
 GB2422'LINE. THE MARK IS BELOW THE SURFACE OF THE GROUND 12 INCHES AND THE
 GB2422'DISK IS STAMPED UNION HILL 1949.
 GB2422'
 GB2422'REFERENCE MARK NO. 1 IS AT THE SOUTHWEST CORNER OF THE CEMETERY. THE
 GB2422'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED UNION HILL NO 1
 GB2422'1949.
 GB2422'
 GB2422'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A TWIN OAK TREE AND 1 FOOT
 GB2422'WEST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GB2422'STAMPED UNION HILL NO 2 1949.
 GB2422'
 GB2422'PTS 25 T (USGS) B.M. IS 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB2422'A FRAME HOUSE, 20 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND
 GB2422'15 FEET EAST OF THE CENTER OF AN ENTRANCE DRIVE. THE MARK IS A 6X6
 GB2422'INCH CONCRETE POST PROJECTING 8 INCHES WITH A STANDARD USGS
 GB2422'BENCH MARK DISK STAMPED PT STA NO 25 T 1925.
 GB2422'
 GB2422'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. ROBINSON. IT IS 200 FEET
 GB2422'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 132 FEET SOUTH OF THE
 GB2422'SOUTHEAST CORNER OF A FRAME HOUSE, 72 FEET NORTH OF THE NORTHEAST
 GB2422'CORNER OF A TOBACCO BARN AND 1 FOOT WEST OF A POWER POLE. THE MARK
 GB2422'IS FLUSH AND THE DISK IS STAMPED UNION HILL 1949.
 GB2422'
 GB2422'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE GO WEST ON
 GB2422'U.S.HIGHWAY 7ON FOR 5.9 MILES TO THE INTERSECTION OF STATE HIGHWAY
 GB2422'56, TURN RIGHT AND GO NORTH ON HIGHWAY 56 FOR 4.3 MILES TO
 GB2422'SHEAPARDSVILLE ROAD, TURN LEFT AND GO WEST ON SHEAPARDSVILLE ROAD
 GB2422'FOR 0.2 MILE TO THE RESIDENCE OF MR. ROBINSON AND THE AZIMUTH MARK ON
 GB2422'THE LEFT AS DESCRIBED, CONTINUE FOR 0.5 MILE TO THE STATION
 GB2422'ON THE RIGHT AS DESCRIBED.
 GB2422'
 GB2422'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2422
 GB2422                          STATION RECOVERY (1976)
 GB2422
 GB2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB2422'THE USGS MARK, STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 GB2422'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 GB2422'DESTROYED BY NEW ROAD CONSTRUCTION.  THE DIRECTION TO REFERENCE
 GB2422'MARK 1 CHECKED BUT THE DISTANCE WAS FOUND TO BE IN ERROR BY .05 OF A
 GB2422'FOOT.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 GB2422'WAS FOUND TO BE IN ERROR BY 2 MINUTES AND 32 SECONDS.  A NEW
 GB2422'DESCRIPTION FOLLOWS--
 GB2422'
 GB2422'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF COOKEVILLE, ON THE
 GB2422'PROPERTY OF MRS. G. C. GROGAN, ROUTE 1, BLOOMINGTON SPRINGS,
 GB2422'TENNESSEE, AT THE SOUTH EDGE OF A SMALL CEMETERY, 71 FEET WEST OF A
 GB2422'FENCE, 81 FEET SOUTHWEST OF A 60 INCH OAK TREE, 71 FEET WEST OF A
 GB2422'TWIN TRUNK 18 INCH HICKORY TREE, 78 FEET SOUTH OF A TOMBSTONE
 GB2422'VICKERS DEVELLA PRESTON, AND ABOUT 200 FEET NORTH OF A PAVED ROAD.
 GB2422'THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GB2422'UNION HILL 1949.
 GB2422'
 GB2422'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE AT
 GB2422'COOKEVILLE, GO WEST ON U. S. HIGHWAY 70 N FOR 5.9 MILES TO THE
 GB2422'JUNCTION OF STATE HIGHWAY 56A.  TURN RIGHT AND GO NORTH ON HIGHWAY
 GB2422'56A FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY 56.  TURN RIGHT
 GB2422'AND GO NORTHERLY ON HIGHWAY 56 FOR 2.45 MILES TO A PAVED CROSSROAD.
 GB2422'TURN LEFT ON SHEAPARDSVILLE ROAD AND GO WESTERLY FOR 0.35 MILES
 GB2422'TO THE STATION ON THE RIGHT.
 GB2422'
 GB2422'REFERENCE MARK 1 IS 34 FEET NORTHWEST OF A 14 INCH HICKORY TREE, 5
 GB2422'FEET SOUTHEAST OF A 12 INCH HICKORY TREE, 15 FEET NORTHEAST OF THE
 GB2422'VICKERS TOMBSTONE AND 76 FEET WEST OF THE FENCE AND A 36 INCH OAK
 GB2422'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GB2422'UNION HILL NO 1 1949.
 GB2422'
 GB2422'REFERENCE MARK 2 IS 15 FEET EAST OF THE CENTERLINE OF GRAVELED DRIVE,
 GB2422'1 FOOT SOUTH OF A METAL WITNESS POST, 3 FEET SOUTH OF A 12 INCH
 GB2422'HICKORY TREE, 25 FEET SOUTH OF THE TWIN TRUNK HICKORY TREE AND 1
 GB2422'FOOT WEST OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GB2422'IS STAMPED UNION HILL NO 2 1949.
 GB2422'
 GB2422'PT 25 T (USGS) BM IS A STANDARD USGS DISK SET IN A 6 INCH SQUARE
 GB2422'CONCRETE MONUMENT PROJECTING 4 INCHES, STAMPED PT 25 T 1925, 6 FEET
 GB2422'SOUTH OF A FENCE, 5 FEET EAST OF A FENCE CORNER, 7 FEET SOUTHWEST
 GB2422'OF A 16 INCH SYCAMORE TREE, 85 FEET NORTHEAST OF THE NORTHEAST
 GB2422'CORNER OF A FRAME HOUSE, 20 FEET SOUTH OF THE CENTERLINE OF PAVED
 GB2422'ROAD AND 15 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 GB2422'
 GB2422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GB2422'OF BAXTER.
 GB2422'
 GB2422'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2351 ***********************************************************************
 GC2351  DESIGNATION -  UNION HILL BELL TT MICROWAVE
 GC2351  PID         -  GC2351
 GC2351  STATE/COUNTY-  TN/DAVIDSON
 GC2351  USGS QUAD   -  WHITES CREEK (1994)
 GC2351
 GC2351                         *CURRENT SURVEY CONTROL
 GC2351  ___________________________________________________________________
 GC2351* NAD 83(1995)-  36 21 07.36230(N)    086 47 04.38845(W)     ADJUSTED  
 GC2351* NAVD 88     -                                                        
 GC2351  ___________________________________________________________________
 GC2351  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC2351  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2351
 GC2351  HORZ ORDER  -  THIRD
 GC2351
 GC2351.The horizontal coordinates were established by classical geodetic methods
 GC2351.and adjusted by the National Geodetic Survey in April 1999..
 GC2351
 GC2351
 GC2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2351
 GC2351.The geoid height was determined by GEOID03.
 GC2351
 GC2351;                    North         East     Units Scale Factor Converg.
 GC2351;SPC TN       -   224,260.168   529,579.118   MT  0.99998918   -0 27 33.5
 GC2351;SPC TN       -   735,760.23  1,737,460.82   sFT  0.99998918   -0 27 33.5
 GC2351;UTM  16      - 4,023,018.092   519,331.129   MT  0.99960460   +0 07 39.7
 GC2351
 GC2351                          SUPERSEDED SURVEY CONTROL
 GC2351
 GC2351  NAD 83(1995)-  36 21 07.36364(N)    086 47 04.38994(W) AD(       ) 4
 GC2351  NAD 83(1995)-  36 21 07.36706(N)    086 47 04.39137(W) AD(       ) 4
 GC2351  NAD 83(1986)-  36 21 07.37207(N)    086 47 04.39145(W) AD(       ) 4
 GC2351  NAD 27      -  36 21 07.19700(N)    086 47 04.40600(W) AD(       ) 3
 GC2351
 GC2351.Superseded values are not recommended for survey control.
 GC2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2351.See file dsdata.txt to determine how the superseded data were derived.
 GC2351
 GC2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1933123018(NAD 83)
 GC2351_MARKER: 45 = MICROWAVE TOWER
 GC2351
 GC2351  HISTORY     - Date     Condition        Report By
 GC2351  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2351  HISTORY     - 1970     GOOD             NGS
 GC2351
 GC2351                          STATION DESCRIPTION
 GC2351
 GC2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2351'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF
 GC2351'GOODLETTSVILLE, ABOUT 4 MILES SOUTH OF RIDGETOP AND ABOUT 2 MILES
 GC2351'NORTH OF UNION HILL. IT IS A 3-LEGGED STEEL STRUCTURE PAINTED
 GC2351'ALTERNATELY RED AND WHITE, HAS A FLASHING RED LIGHT AT THE TOP
 GC2351'AND CENTER OF THE TOWER AND AN OVER-ALL HEIGHT OF 301 FEET.
 GC2351'
 GC2351'THE FLASHING RED LIGHT AT THE TOP OF THE TOWER WAS THE POINT
 GC2351'INTERSECTED.
 GC2351'
 GC2351'TO REACH THE STATION FROM THE UNION HILL GRADE SCHOOL, GO WEST FOR
 GC2351'0.05 MILE TO A FORK, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A FORK,
 GC2351'TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO A SIDE ROAD LEFT, KEEP
 GC2351'RIGHT AND GO STRAIGHT AHEAD FOR 0.3 MILE TO A SIDE ROAD ON THE
 GC2351'LEFT, KEEP RIGHT AND GO NORTHERLY FOR 0.9 MILE TO A SIDE ROAD ON THE
 GC2351'LEFT, KEEP RIGHT AND GO NORTHERLY FOR 0.4 MILE TO A SIDE ROAD ON THE
 GC2351'LEFT, TURN LEFT AND GO 0.05 MILE TO THE STATION.
 GC2351
 GC2351                          STATION RECOVERY (1970)
 GC2351
 GC2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2351'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2828 ***********************************************************************
 FE2828  DESIGNATION -  UNION RESET
 FE2828  PID         -  FE2828
 FE2828  STATE/COUNTY-  TN/MADISON
 FE2828  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2828
 FE2828                         *CURRENT SURVEY CONTROL
 FE2828  ___________________________________________________________________
 FE2828* NAD 83(1995)-  35 36 59.24160(N)    088 48 33.81041(W)     ADJUSTED  
 FE2828* NAVD 88     -       134.43   (meters)     441.0    (feet)  RESET     
 FE2828  ___________________________________________________________________
 FE2828  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2828  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2828
 FE2828  HORZ ORDER  -  FIRST
 FE2828  VERT ORDER  -  THIRD
 FE2828
 FE2828.The horizontal coordinates were established by classical geodetic methods
 FE2828.and adjusted by the National Geodetic Survey in April 1999..
 FE2828
 FE2828.The orthometric height was computed from unverified reset data.
 FE2828.No vertical observational check was made to the station.
 FE2828
 FE2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2828
 FE2828.The geoid height was determined by GEOID03.
 FE2828
 FE2828;                    North         East     Units Scale Factor Converg.
 FE2828;SPC TN       -   146,014.050   345,520.283   MT  0.99995557   -1 38 41.0
 FE2828;SPC TN       -   479,047.76  1,133,594.46   sFT  0.99995557   -1 38 41.0
 FE2828;UTM  16      - 3,942,916.325   336,129.003   MT  0.99993092   -1 03 14.2
 FE2828
 FE2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2828!SPC TN       -   0.99998333  x   0.99995557  =   0.99993890
 FE2828!UTM  16      -   0.99998333  x   0.99993092  =   0.99991425
 FE2828
 FE2828:                Primary Azimuth Mark                     Grid Az
 FE2828:SPC TN       -  JACKSON TV STA WDXI MAST                 004 50 01.0
 FE2828:UTM  16      -  JACKSON TV STA WDXI MAST                 004 14 34.2
 FE2828
 FE2828|---------------------------------------------------------------------|
 FE2828| PID    Reference Object                     Distance      Geod. Az  |
 FE2828|                                                           dddmmss.s |
 FE2828| FE2340 JACKSON TV STA WDXI MAST            APPROX. 2.9 KM 0031120.0 |
 FE2828| FE0724 UNION AZ MK                                        0152120.9 |
 FE2828| FE2338 JACKSON RAD STA WJAK MAST           APPROX. 4.4 KM 0471236.0 |
 FE2828| FE2367 JACKSON WOOD PRODUCTS TALL STK      APPROX. 1.8 KM 1511105.1 |
 FE2828| FE2373 NORTON HILL RAD KIE 36 MAST         APPROX.10.1 KM 1630605.4 |
 FE2828| FE2361 JACKSON RAD STA WTJS NE MAST        APPROX. 3.8 KM 1824107.7 |
 FE2828| FE0722 UNION RM 1                           43.513 METERS 18428     |
 FE2828| FE2362 JACKSON RADIO STA WTJS SW MAST      APPROX. 3.9 KM 1843206.3 |
 FE2828| FE2348 BEMIS BROS BAG COMPANY TANK         APPROX. 4.7 KM 1933643.9 |
 FE2828| FE2378 WESTOVER MUNICIPAL TANK             APPROX. 7.6 KM 2615302.8 |
 FE2828| FE2364 JACKSON SOU BELL TT MAST            APPROX. 0.6 KM 2655753.1 |
 FE2828| FE2365 JACKSON STATE RADIO MAST            APPROX. 2.4 KM 2671751.3 |
 FE2828| FE0723 UNION RM 2                           41.825 METERS 29146     |
 FE2828| FE2333 JACKSON RAD STA KIJ 653 MAST        APPROX. 3.5 KM 2942452.5 |
 FE2828| FE2331 JACKSON GM AND O RR TANK            APPROX. 5.7 KM 3044449.8 |
 FE2828| FE2380 PIPKIN                              APPROX.10.4 KM 3124327.0 |
 FE2828| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 3.9 KM 3272421.9 |
 FE2828| FE2337 JACKSON RAD STA WDXI SW MAST        APPROX. 5.4 KM 3471307.7 |
 FE2828| FE2335 JACKSON RAD STA WDXI NW MAST        APPROX. 5.5 KM 3472551.8 |
 FE2828| FE2336 JACKSON RAD STA WDXI SE MAST        APPROX. 5.4 KM 3483149.7 |
 FE2828| FE2334 JACKSON RAD STA WDXI NE MAST        APPROX. 5.4 KM 3484355.8 |
 FE2828|---------------------------------------------------------------------|
 FE2828
 FE2828                          SUPERSEDED SURVEY CONTROL
 FE2828
 FE2828  NAD 83(1995)-  35 36 59.24652(N)    088 48 33.81530(W) AD(       ) 1
 FE2828  NAD 83(1986)-  35 36 59.25312(N)    088 48 33.81132(W) AD(       ) 1
 FE2828  NGVD 29 (10/12/01)  134.47   (m)          441.2    (f) RESET       3  
 FE2828
 FE2828.Superseded values are not recommended for survey control.
 FE2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2828.See file dsdata.txt to determine how the superseded data were derived.
 FE2828
 FE2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3612942916(NAD 83)
 FE2828_MARKER: DS = TRIANGULATION STATION DISK
 FE2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2828_SP_SET: CONCRETE POST
 FE2828_STAMPING: UNION 1934 1985
 FE2828_MARK LOGO: NGS   
 FE2828_PROJECTION: FLUSH
 FE2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2828+STABILITY: SURFACE MOTION
 FE2828
 FE2828  HISTORY     - Date     Condition        Report By
 FE2828  HISTORY     - 1985     MONUMENTED       NGS
 FE2828  HISTORY     - 19850625 GOOD             NGS
 FE2828
 FE2828                          STATION DESCRIPTION
 FE2828
 FE2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FE2828'IN JACKSON.
 FE2828'0.5 KM (0.30 MI) EAST ON MAIN STREET FROM THE COUNTY COURTHOUSE IN
 FE2828'JACKSON, THEN NORTH 0.2 KM (0.10 MI) ON ROYAL STREET, THEN NORTHEAST
 FE2828'0.3 KM (0.20 MI) ON LEXINGTON AVENUE TO A SMALL HILL ON THE RIGHT AND
 FE2828'THE MARK 61.9 M (203.1 FT) SOUTH OF THE CENTERLINE OF LEXINGTON
 FE2828'AVENUE, 51.8 M (169.9 FT) EAST OF THE SOUTHEAST CORNER OF THE REAR
 FE2828'PORCH OF HOUSE NUMBER 611, 33.8 M (110.9 FT) SOUTHEAST OF A LIGHT
 FE2828'POLE AND 31.7 M (104.0 FT) NORTH OF ANOTHER LIGHT POLE.
 FE2828'THE MARK IS 8 M ABOVE LEXINGTON AVENUE.
 FE2828
 FE2828                          STATION RECOVERY (1985)
 FE2828
 FE2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2828'RM 2 WAS RECOVERED IN GOOD CONDITION.  THE AZ MK WAS FOUND SET IN A
 FE2828'RETAINING WALL WHICH WAS LEANING INTO THE WEST.  THE DISK HAS BEEN
 FE2828'REMOVED FROM RM 1 AND ONLY THE STEM REMAINED.  THE STATION SURFACE
 FE2828'MARK HAD BEEN DESTROYED AND THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 FE2828'CONDITION.  NONE OF THE DIRECTIONS CHECKED PREVIOUS DATA SO AN
 FE2828'ASTRONOMIC AZIMUTH WAS OBSERVED.  THE DIRECTION TO THE AZ MK DIFFERED
 FE2828'BY 25 SECONDS AND THE DIRECTION TO RM 2 DIFFERED BY 48 SECONDS.  NO
 FE2828'DISTANCE CHECK WAS POSSIBLE AS THE PREVIOUS MEASURMENTS WERE SLOPE
 FE2828'DISTANCES.  A NEW STATION SURFACE MARK, RM 3, RM 4 AND AZ MK 2 WERE
 FE2828'ESTABLISHED.  THE ORIGINAL AZ MK WAS THEN DESTROYED.  A NEW
 FE2828'DESCRIPTION FOLLOWS.
 FE2828' 
 FE2828'THE STATION IS LOCATED IN DOWNTOWN JACKSON AT THE FORMER LOCATION OF
 FE2828'UNION UNIVERSITY ON A GRASSY HILLTOP BETWEEN LEXINGTON AVENUE AND
 FE2828'COLLEGE STREET.  TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN
 FE2828'JACKSON GO EAST 0.5 KM (0.30 MI) ON MAIN STREET TO ROYAL STREET.  TURN
 FE2828'LEFT AND GO NORTH 0.2 KM (0.10 MI) ON ROYAL STREET TO LEXINGTON
 FE2828'AVENUE.  TURN RIGHT AND GO NORTHEAST 0.3 KM (0.20 MI) ON LEXINGTON AVE
 FE2828'TO SODDERT STREET ON THE LEFT AND THE STATION ON THE RIGHT.
 FE2828' 
 FE2828'THE STATION IS A STANDARD NGS DISK STAMPED---UNION 1934 1985---, SET
 FE2828'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES (28 CM) IN
 FE2828'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 61.9 METERS
 FE2828'(203.1 FT) SOUTH FROM THE CENTERLINE OF LEXINGTON AVENUE, 51.8 METERS
 FE2828'(169.9 FT) EAST FROM THE SOUTHEAST CORNER OF A PORCH AT BRICK HOUSE,
 FE2828'33.8 METERS (110.9 FT) SOUTHEAST FROM A LIGHT POLE, 31.7 METERS
 FE2828'(104.0 FT) NORTH FROM A LIGHT POLE.
 FE2828' 
 FE2828'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--UNION NO 2 1934--.
 FE2828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 FE2828'DIAMETER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 35.0 METERS
 FE2828'(114.8 FT) SOUTHEAST FROM THE JUNCTION OF LEXINGTON AVENUE AND
 FE2828'STODDERT STREET 27.1 METERS (88.9 FT) SOUTH FROM THE RETAINING WALL
 FE2828'SOUTH OF LEXINGTON AVENUE, 9.8 METERS (32.2 FT) EAST FROM THE EAST
 FE2828'WALL OF BRICK BUILDING AND 3.5 METERS (11.5 FT) LOWER THAN THE
 FE2828'STATION.
 FE2828' 
 FE2828'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--UNION 1934 NO 3
 FE2828'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 FE2828'(25 CM) IN DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 FE2828'64.3 METERS (211.0 FT) SOUTH FROM THE CENTERLINE OF LEXINGTON AVENUE
 FE2828'59.1 METERS (193.9 FT) EAST FROM THE SOUTHEAST CORNER OF A PORCH AT
 FE2828'BRICK HOUSE 40.2 METERS (131.9 FT) SOUTHEAST FROM A LIGHT POLE AND
 FE2828'29.9 METERS (98.1 FT) NORTH NORTHEAST FROM A LIGHT POLE.
 FE2828' 
 FE2828'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--UNION 1934 NO 4
 FE2828'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 FE2828'(25 CM) IN DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 FE2828'68.0 METERS (223.1 FT) SOUTH FROM THE CENTERLINE OF LEXINGTON AVENUE,
 FE2828'53.0 METERS (173.9 FT) EAST FROM THE SOUTHEAST CORNER OF A PORCH AT
 FE2828'BRICK HOUSE, 25.6 METERS (84.0 FT) NORTH FROM A LIGHT POLE, AND 0.3
 FE2828'METERS (1.0 FT) HIGHER THAN THE STATION.
 FE2828' 
 FE2828'AZIMUTH MARK NO 2 IS A STANDARD, NGS, AZIMUTH MARK, DISK
 FE2828'STAMPED---UNION 1934 NO 2 1985---, SET INTO A CONCRETE CURB.  THE
 FE2828'STATION IS LOCATED 23.8 METERS (78.1 FT) SOUTH-SOUTHEAST FROM A FIRE
 FE2828'HYDRANT, 14.3 METERS (46.9 FT) SOUTH FROM THE CENTERLINE OF CAMDEN
 FE2828'STREET, 4.0 METERS (13.1 FT) EAST FROM THE CENTERLINE OF HAMILTON
 FE2828'STREET. THE STATION IS LOCATED ON THE EAST SIDE OF THE CITY OF JACKSON
 FE2828'AT THE INTERSECTION OF HAMILTON AND CAMDEN STREETS AND DIRECTLY EAST
 FE2828'OF ROTHROCK STADIUM.  TO REACH THE STATION FROM THE COUNTY COURT HOUSE
 FE2828'IN JACKSON GO EAST 0.5 KM (0.30 MI) ON MAIN STREET TO ROYAL STREET.
 FE2828'TURN LEFT AND GO NORTH 0.2 KM (0.10 MI) ON ROYAL STREET TO LEXINGTON
 FE2828'AVENUE.  TURN RIGHT AND GO NORTHEAST 0.9 KM (0.55 MI) ON LEXINGTON
 FE2828'AVENUE TO HAMILTON STREET.  TURN RIGHT GOING SOUTH 0.2 KM (0.10 MI) ON
 FE2828'HAMILTON STREET TO CAMDEN STREET AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2425 ***********************************************************************
 GA2425  DESIGNATION -  UNION RM 1
 GA2425  PID         -  GA2425
 GA2425  STATE/COUNTY-  TN/KNOX
 GA2425  USGS QUAD   -  JOHN SEVIER (1992)
 GA2425
 GA2425                         *CURRENT SURVEY CONTROL
 GA2425  ___________________________________________________________________
 GA2425* NAD 83(1986)-  36 00 09.     (N)    083 47 21.     (W)     SCALED    
 GA2425* NAVD 88     -       300.834  (meters)     986.99   (feet)  ADJUSTED  
 GA2425  ___________________________________________________________________
 GA2425  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2425  DYNAMIC HT  -         300.558 (meters)     986.08  (feet)  COMP
 GA2425  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2425
 GA2425  VERT ORDER  -  SECOND    CLASS 0
 GA2425
 GA2425.The horizontal coordinates were scaled from a topographic map and have
 GA2425.an estimated accuracy of +/- 6 seconds.
 GA2425
 GA2425.The orthometric height was determined by differential leveling
 GA2425.and adjusted by the National Geodetic Survey in June 1991..
 GA2425
 GA2425.The geoid height was determined by GEOID03.
 GA2425
 GA2425.The dynamic height is computed by dividing the NAVD 88
 GA2425.geopotential number by the normal gravity value computed on the
 GA2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2425.degrees latitude (g = 980.6199 gals.).
 GA2425
 GA2425.The modeled gravity was interpolated from observed gravity values.
 GA2425
 GA2425;                    North         East    Units  Estimated Accuracy
 GA2425;SPC TN       -   187,440.      799,300.      MT  (+/- 180 meters Scaled)
 GA2425
 GA2425                          SUPERSEDED SURVEY CONTROL
 GA2425
 GA2425  NGVD 29 (??/??/92)  300.976  (m)          987.45   (f) ADJ UNCH    2 0
 GA2425
 GA2425.Superseded values are not recommended for survey control.
 GA2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2425.See file dsdata.txt to determine how the superseded data were derived.
 GA2425
 GA2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV485878(NAD 83)
 GA2425_MARKER: DR = REFERENCE MARK DISK
 GA2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2425_STAMPING: UNION NO 1 1961
 GA2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2425+STABILITY: SURFACE MOTION
 GA2425
 GA2425  HISTORY     - Date     Condition        Report By
 GA2425  HISTORY     - 1961     MONUMENTED       CGS
 GA2425  HISTORY     - 1972     GOOD             NGS
 GA2425
 GA2425                          STATION DESCRIPTION
 GA2425
 GA2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2425'4 MI E FROM KNOXVILLE.
 GA2425'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GA2425'THE UNION 1961 TRAVERSE STATION SITE, 157.90 FEET EAST-SOUTHEAST
 GA2425'OF UNION R.M. 2, 115 FEET SOUTHEAST AND ACROSS A GRADED DRIVEWAY
 GA2425'FROM A 24-INCH OAK TREE, 135.20 FEET SOUTHEAST OF UNION 1961, 59
 GA2425'FEET NORTHEAST OF A 48-INCH OAK TREE, 25 FEET SOUTH OF THE
 GA2425'APPROXIMATE CENTER OF THE GRADED DRIVEWAY, AND 1.0 FOOT NORTH
 GA2425'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE
 GA2425'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2425'MONUMENT AND THE DISK IS STAMPED UNION NO 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0722 ***********************************************************************
 FE0722  DESIGNATION -  UNION RM 1
 FE0722  PID         -  FE0722
 FE0722  STATE/COUNTY-  TN/MADISON
 FE0722  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0722
 FE0722                         *CURRENT SURVEY CONTROL
 FE0722  ___________________________________________________________________
 FE0722* NAD 83(1986)-  35 36 58.     (N)    088 48 32.     (W)     SCALED    
 FE0722* NAVD 88     -       133.310  (meters)     437.37   (feet)  ADJUSTED  
 FE0722  ___________________________________________________________________
 FE0722  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0722  DYNAMIC HT  -         133.191 (meters)     436.98  (feet)  COMP
 FE0722  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FE0722
 FE0722  VERT ORDER  -  FIRST     CLASS II
 FE0722
 FE0722.The horizontal coordinates were scaled from a topographic map and have
 FE0722.an estimated accuracy of +/- 6 seconds.
 FE0722
 FE0722.The orthometric height was determined by differential leveling
 FE0722.and adjusted by the National Geodetic Survey in June 1991..
 FE0722
 FE0722.The geoid height was determined by GEOID03.
 FE0722
 FE0722.The dynamic height is computed by dividing the NAVD 88
 FE0722.geopotential number by the normal gravity value computed on the
 FE0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0722.degrees latitude (g = 980.6199 gals.).
 FE0722
 FE0722.The modeled gravity was interpolated from observed gravity values.
 FE0722
 FE0722;                    North         East    Units  Estimated Accuracy
 FE0722;SPC TN       -   145,970.      345,570.      MT  (+/- 180 meters Scaled)
 FE0722
 FE0722                          SUPERSEDED SURVEY CONTROL
 FE0722
 FE0722  NGVD 29 (??/??/??)  133.346  (m)          437.49   (f) ADJUSTED    1 2
 FE0722
 FE0722.Superseded values are not recommended for survey control.
 FE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0722.See file dsdata.txt to determine how the superseded data were derived.
 FE0722
 FE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE361428(NAD 83)
 FE0722_MARKER: DR = REFERENCE MARK DISK
 FE0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0722_SP_SET: SIDEWALK
 FE0722_STAMPING: UNION NO 1 1934
 FE0722_MARK LOGO: CGS   
 FE0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0722
 FE0722  HISTORY     - Date     Condition        Report By
 FE0722  HISTORY     - 1934     MONUMENTED       CGS
 FE0722  HISTORY     - 1948     GOOD             CGS
 FE0722  HISTORY     - 20020909 POOR             USACE
 FE0722
 FE0722                          STATION DESCRIPTION
 FE0722
 FE0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0722'AT JACKSON.
 FE0722'AT JACKSON, ABOUT 0.15 MILE EAST ALONG LEXINGTON AVENUE (U.S.
 FE0722'HIGHWAY 70) FROM THE INTERSECTION WITH THE GULF, MOBILE AND OHIO
 FE0722'RAILROAD, AT UNION UNIVERSITY, 38.1 FEET SOUTHWEST OF THE
 FE0722'SOUTHWEST CORNER OF THE MAIN BUILDING, 21.5 FEET SOUTHWEST OF A
 FE0722'FLAG POLE, 142.7 FEET SOUTH OF THE STATION MARK, SET IN THE TOP
 FE0722'OF THE WEST END OF THE TOP STEP OF A SHORT FLIGHT OF STEPS ON
 FE0722'CONCRETE WALK AROUND BUILDING AND SET IN A DRILL HOLE.
 FE0722
 FE0722                          STATION RECOVERY (2002)
 FE0722
 FE0722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0722'MARK DESTROYED. ALL TRACES OF OLD UNION UNIVERSTIY SITE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1843 ***********************************************************************
 GB1843  DESIGNATION -  UNION RM 1
 GB1843  PID         -  GB1843
 GB1843  STATE/COUNTY-  TN/PUTNAM
 GB1843  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1843
 GB1843                         *CURRENT SURVEY CONTROL
 GB1843  ___________________________________________________________________
 GB1843* NAD 83(1986)-  36 08 28.     (N)    085 35 46.     (W)     SCALED    
 GB1843* NAVD 88     -       330.535  (meters)    1084.43   (feet)  ADJUSTED  
 GB1843  ___________________________________________________________________
 GB1843  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1843  DYNAMIC HT  -         330.239 (meters)    1083.46  (feet)  COMP
 GB1843  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB1843
 GB1843  VERT ORDER  -  SECOND    CLASS 0
 GB1843
 GB1843.The horizontal coordinates were scaled from a topographic map and have
 GB1843.an estimated accuracy of +/- 6 seconds.
 GB1843
 GB1843.The orthometric height was determined by differential leveling
 GB1843.and adjusted by the National Geodetic Survey in June 1991..
 GB1843
 GB1843.The geoid height was determined by GEOID03.
 GB1843
 GB1843.The dynamic height is computed by dividing the NAVD 88
 GB1843.geopotential number by the normal gravity value computed on the
 GB1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1843.degrees latitude (g = 980.6199 gals.).
 GB1843
 GB1843.The modeled gravity was interpolated from observed gravity values.
 GB1843
 GB1843;                    North         East    Units  Estimated Accuracy
 GB1843;SPC TN       -   200,650.      636,350.      MT  (+/- 180 meters Scaled)
 GB1843
 GB1843                          SUPERSEDED SURVEY CONTROL
 GB1843
 GB1843  NGVD 29 (??/??/92)  330.598  (m)         1084.64   (f) ADJ UNCH    2 0
 GB1843
 GB1843.Superseded values are not recommended for survey control.
 GB1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1843.See file dsdata.txt to determine how the superseded data were derived.
 GB1843
 GB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF263005(NAD 83)
 GB1843_MARKER: DR = REFERENCE MARK DISK
 GB1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1843_STAMPING: UNION NO 1 1960
 GB1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1843+STABILITY: SURFACE MOTION
 GB1843
 GB1843  HISTORY     - Date     Condition        Report By
 GB1843  HISTORY     - 1960     MONUMENTED       CGS
 GB1843
 GB1843                          STATION DESCRIPTION
 GB1843
 GB1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1843'3.6 MI SE FROM BAXTER.
 GB1843'THIS MARK IS LOCATED AT THE UNION 1960 STATION SITE, 67 FT.
 GB1843'EAST OF THE STATION MARK AND 5 FT. SOUTH OF A WIRE FENCE.  THE
 GB1843'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1843'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2426 ***********************************************************************
 GA2426  DESIGNATION -  UNION RM 2
 GA2426  PID         -  GA2426
 GA2426  STATE/COUNTY-  TN/KNOX
 GA2426  USGS QUAD   -  JOHN SEVIER (1992)
 GA2426
 GA2426                         *CURRENT SURVEY CONTROL
 GA2426  ___________________________________________________________________
 GA2426* NAD 83(1986)-  36 00 09.     (N)    083 47 21.     (W)     SCALED    
 GA2426* NAVD 88     -       300.319  (meters)     985.30   (feet)  ADJUSTED  
 GA2426  ___________________________________________________________________
 GA2426  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2426  DYNAMIC HT  -         300.044 (meters)     984.39  (feet)  COMP
 GA2426  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2426
 GA2426  VERT ORDER  -  SECOND    CLASS 0
 GA2426
 GA2426.The horizontal coordinates were scaled from a topographic map and have
 GA2426.an estimated accuracy of +/- 6 seconds.
 GA2426
 GA2426.The orthometric height was determined by differential leveling
 GA2426.and adjusted by the National Geodetic Survey in June 1991..
 GA2426
 GA2426.The geoid height was determined by GEOID03.
 GA2426
 GA2426.The dynamic height is computed by dividing the NAVD 88
 GA2426.geopotential number by the normal gravity value computed on the
 GA2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2426.degrees latitude (g = 980.6199 gals.).
 GA2426
 GA2426.The modeled gravity was interpolated from observed gravity values.
 GA2426
 GA2426;                    North         East    Units  Estimated Accuracy
 GA2426;SPC TN       -   187,440.      799,300.      MT  (+/- 180 meters Scaled)
 GA2426
 GA2426                          SUPERSEDED SURVEY CONTROL
 GA2426
 GA2426  NGVD 29 (??/??/92)  300.461  (m)          985.76   (f) ADJ UNCH    2 0
 GA2426
 GA2426.Superseded values are not recommended for survey control.
 GA2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2426.See file dsdata.txt to determine how the superseded data were derived.
 GA2426
 GA2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV485878(NAD 83)
 GA2426_MARKER: DR = REFERENCE MARK DISK
 GA2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2426_STAMPING: UNION NO 2 1961
 GA2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2426+STABILITY: SURFACE MOTION
 GA2426
 GA2426  HISTORY     - Date     Condition        Report By
 GA2426  HISTORY     - 1961     MONUMENTED       CGS
 GA2426  HISTORY     - 1972     GOOD             NGS
 GA2426
 GA2426                          STATION DESCRIPTION
 GA2426
 GA2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2426'4 MI E FROM KNOXVILLE.
 GA2426'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GA2426'THE UNION 1961 TRAVERSE STATION SITE, 157.90 FEET WEST-NORTHWEST
 GA2426'OF UNION R.M. 1, 82.96 FEET SOUTHWEST OF UNION 1961, 38 FEET NORTH
 GA2426'OF A 30-INCH OAK TREE, 32 FEET SOUTHEAST OF A 30-INCH OAK TREE,
 GA2426'6 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRADED DRIVEWAY,
 GA2426'AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA2426'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA2426'CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF THE
 GA2426'GROUND, AND THE DISK IS STAMPED UNION NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0723 ***********************************************************************
 FE0723  DESIGNATION -  UNION RM 2
 FE0723  PID         -  FE0723
 FE0723  STATE/COUNTY-  TN/MADISON
 FE0723  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0723
 FE0723                         *CURRENT SURVEY CONTROL
 FE0723  ___________________________________________________________________
 FE0723* NAD 83(1986)-  35 37 00.     (N)    088 48 33.     (W)     SCALED    
 FE0723* NAVD 88     -       130.888  (meters)     429.42   (feet)  ADJUSTED  
 FE0723  ___________________________________________________________________
 FE0723  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0723  DYNAMIC HT  -         130.771 (meters)     429.04  (feet)  COMP
 FE0723  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FE0723
 FE0723  VERT ORDER  -  FIRST     CLASS II
 FE0723
 FE0723.The horizontal coordinates were scaled from a topographic map and have
 FE0723.an estimated accuracy of +/- 6 seconds.
 FE0723
 FE0723.The orthometric height was determined by differential leveling
 FE0723.and adjusted by the National Geodetic Survey in June 1991..
 FE0723
 FE0723.The geoid height was determined by GEOID03.
 FE0723
 FE0723.The dynamic height is computed by dividing the NAVD 88
 FE0723.geopotential number by the normal gravity value computed on the
 FE0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0723.degrees latitude (g = 980.6199 gals.).
 FE0723
 FE0723.The modeled gravity was interpolated from observed gravity values.
 FE0723
 FE0723;                    North         East    Units  Estimated Accuracy
 FE0723;SPC TN       -   146,040.      345,540.      MT  (+/- 180 meters Scaled)
 FE0723
 FE0723                          SUPERSEDED SURVEY CONTROL
 FE0723
 FE0723  NGVD 29 (??/??/??)  130.923  (m)          429.54   (f) ADJUSTED    1 2
 FE0723
 FE0723.Superseded values are not recommended for survey control.
 FE0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0723.See file dsdata.txt to determine how the superseded data were derived.
 FE0723
 FE0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE361429(NAD 83)
 FE0723_MARKER: DR = REFERENCE MARK DISK
 FE0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0723_STAMPING: UNION NO 2 1934
 FE0723_MARK LOGO: CGS   
 FE0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0723+STABILITY: SURFACE MOTION
 FE0723
 FE0723  HISTORY     - Date     Condition        Report By
 FE0723  HISTORY     - 1934     MONUMENTED       CGS
 FE0723  HISTORY     - 1948     GOOD             CGS
 FE0723  HISTORY     - 20020909 POOR             USACE
 FE0723
 FE0723                          STATION DESCRIPTION
 FE0723
 FE0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0723'AT JACKSON.
 FE0723'AT JACKSON, ABOUT 0.15 MILE EAST ALONG LEXINGTON AVENUE (U.S.
 FE0723'HIGHWAY 70) FROM ITS INTERSECTION WITH THE GULF, MOBILE AND OHIO
 FE0723'RAILROAD, AT UNION UNIVERSITY, AT THE JUNCTION OF LEXINGTON
 FE0723'AVENUE AND STODDERT STREET, 110 FEET SOUTH OF THE CENTER LINE OF
 FE0723'LEXINGTON AVENUE, ABOUT 20 YARDS EAST OF THE PROLONGED CENTER LINE
 FE0723'OF STODDERT STREET, 31.7 FEET EAST OF THE EAST WALL OF EVERETT
 FE0723'LOVELACE DORMITORY, 50.5 FEET NORTHWEST OF A 3-FOOT OAK TREE,
 FE0723'41 FEET WEST OF A 3-FOOT OAK TREE, 137 FEET WEST-NORTHWEST OF THE
 FE0723'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE0723'THE GROUND.
 FE0723
 FE0723                          STATION RECOVERY (2002)
 FE0723
 FE0723'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0723'MARK DESTROYED. NEW JUVENILE JUSTICE BUILDING AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1842 ***********************************************************************
 GB1842  DESIGNATION -  UNION RM 2
 GB1842  PID         -  GB1842
 GB1842  STATE/COUNTY-  TN/PUTNAM
 GB1842  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1842
 GB1842                         *CURRENT SURVEY CONTROL
 GB1842  ___________________________________________________________________
 GB1842* NAD 83(1986)-  36 08 28.     (N)    085 35 46.     (W)     SCALED    
 GB1842* NAVD 88     -       330.735  (meters)    1085.09   (feet)  ADJUSTED  
 GB1842  ___________________________________________________________________
 GB1842  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1842  DYNAMIC HT  -         330.439 (meters)    1084.12  (feet)  COMP
 GB1842  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB1842
 GB1842  VERT ORDER  -  SECOND    CLASS 0
 GB1842
 GB1842.The horizontal coordinates were scaled from a topographic map and have
 GB1842.an estimated accuracy of +/- 6 seconds.
 GB1842
 GB1842.The orthometric height was determined by differential leveling
 GB1842.and adjusted by the National Geodetic Survey in June 1991..
 GB1842
 GB1842.The geoid height was determined by GEOID03.
 GB1842
 GB1842.The dynamic height is computed by dividing the NAVD 88
 GB1842.geopotential number by the normal gravity value computed on the
 GB1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1842.degrees latitude (g = 980.6199 gals.).
 GB1842
 GB1842.The modeled gravity was interpolated from observed gravity values.
 GB1842
 GB1842;                    North         East    Units  Estimated Accuracy
 GB1842;SPC TN       -   200,650.      636,350.      MT  (+/- 180 meters Scaled)
 GB1842
 GB1842                          SUPERSEDED SURVEY CONTROL
 GB1842
 GB1842  NGVD 29 (??/??/92)  330.798  (m)         1085.29   (f) ADJ UNCH    2 0
 GB1842
 GB1842.Superseded values are not recommended for survey control.
 GB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1842.See file dsdata.txt to determine how the superseded data were derived.
 GB1842
 GB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF263005(NAD 83)
 GB1842_MARKER: DR = REFERENCE MARK DISK
 GB1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1842_STAMPING: UNION NO 2 1960
 GB1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1842+STABILITY: SURFACE MOTION
 GB1842
 GB1842  HISTORY     - Date     Condition        Report By
 GB1842  HISTORY     - 1960     MONUMENTED       CGS
 GB1842
 GB1842                          STATION DESCRIPTION
 GB1842
 GB1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1842'3.6 MI SE FROM BAXTER.
 GB1842'THIS MARK IS LOCATED AT THE BAXTER 1960 STATION SITE, 73.4
 GB1842'FT. WEST OF THE STATION MARK AND 14 FT. SOUTH OF A WIRE FENCE.
 GB1842'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GB1842'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2829 ***********************************************************************
 FE2829  DESIGNATION -  UNION RM 3
 FE2829  PID         -  FE2829
 FE2829  STATE/COUNTY-  TN/MADISON
 FE2829  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2829
 FE2829                         *CURRENT SURVEY CONTROL
 FE2829  ___________________________________________________________________
 FE2829* NAD 83(1986)-  35 36 59.     (N)    088 48 34.     (W)     SCALED    
 FE2829* NAVD 88     -       134.38   (meters)     440.9    (feet)  RESET     
 FE2829  ___________________________________________________________________
 FE2829  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2829
 FE2829  VERT ORDER  -  THIRD
 FE2829
 FE2829.The horizontal coordinates were scaled from a topographic map and have
 FE2829.an estimated accuracy of +/- 6 seconds.
 FE2829
 FE2829.The orthometric height was computed from unverified reset data.
 FE2829.No vertical observational check was made to the station.
 FE2829
 FE2829.The geoid height was determined by GEOID03.
 FE2829
 FE2829;                    North         East    Units  Estimated Accuracy
 FE2829;SPC TN       -   146,010.      345,520.      MT  (+/- 180 meters Scaled)
 FE2829
 FE2829                          SUPERSEDED SURVEY CONTROL
 FE2829
 FE2829  NGVD 29 (10/12/01)  134.42   (m)          441.0    (f) RESET       3  
 FE2829
 FE2829.Superseded values are not recommended for survey control.
 FE2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2829.See file dsdata.txt to determine how the superseded data were derived.
 FE2829
 FE2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE361429(NAD 83)
 FE2829_MARKER: DR = REFERENCE MARK DISK
 FE2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2829_SP_SET: CONCRETE POST
 FE2829_STAMPING: UNION 1934 NO 3 1985
 FE2829_MARK LOGO: NGS   
 FE2829_PROJECTION: FLUSH
 FE2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2829+STABILITY: SURFACE MOTION
 FE2829
 FE2829  HISTORY     - Date     Condition        Report By
 FE2829  HISTORY     - 1985     MONUMENTED       NGS
 FE2829
 FE2829                          STATION DESCRIPTION
 FE2829
 FE2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FE2829'IN JACKSON.
 FE2829'0.5 KM (0.30 MI) EAST ON MAIN STREET FROM THE COUNTY COURT HOUSE IN
 FE2829'JACKSON, THEN 0.2 KM (0.10 MI) NORTH ON ROYAL STREET, THEN 0.3 KM
 FE2829'(0.20 MI) NORTHEAST ON LEXINGTON AVENUE TO THE MARK ON TOP OF A SMALL
 FE2829'HILL ON THE RIGHT, 64.3 M (211.0 FT) SOUTH OF THE CENTERLINE OF
 FE2829'LEXINGTON AVENUE, 59.1 M (193.9 FT) EAST OF THE SOUTHEAST CORNER OF
 FE2829'THE REAR PORCH AT HOUSE NUMBER 611, 40.2 M (131.9 FT) SOUTHEAST OF A
 FE2829'LIGHT POLE AND 29.9 M (98.1 FT) NORTH NORTHEAST OF ANOTHER LIGHT
 FE2829'POLE.
 FE2829'THE MARK IS 8 M ABOVE LEXINGTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2830 ***********************************************************************
 FE2830  DESIGNATION -  UNION RM 4
 FE2830  PID         -  FE2830
 FE2830  STATE/COUNTY-  TN/MADISON
 FE2830  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2830
 FE2830                         *CURRENT SURVEY CONTROL
 FE2830  ___________________________________________________________________
 FE2830* NAD 83(1986)-  35 36 59.     (N)    088 48 34.     (W)     SCALED    
 FE2830* NAVD 88     -       134.80   (meters)     442.3    (feet)  RESET     
 FE2830  ___________________________________________________________________
 FE2830  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2830
 FE2830  VERT ORDER  -  THIRD
 FE2830
 FE2830.The horizontal coordinates were scaled from a topographic map and have
 FE2830.an estimated accuracy of +/- 6 seconds.
 FE2830
 FE2830.The orthometric height was computed from unverified reset data.
 FE2830.No vertical observational check was made to the station.
 FE2830
 FE2830.The geoid height was determined by GEOID03.
 FE2830
 FE2830;                    North         East    Units  Estimated Accuracy
 FE2830;SPC TN       -   146,010.      345,520.      MT  (+/- 180 meters Scaled)
 FE2830
 FE2830                          SUPERSEDED SURVEY CONTROL
 FE2830
 FE2830  NGVD 29 (10/12/01)  134.83   (m)          442.4    (f) RESET       3  
 FE2830
 FE2830.Superseded values are not recommended for survey control.
 FE2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2830.See file dsdata.txt to determine how the superseded data were derived.
 FE2830
 FE2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE361429(NAD 83)
 FE2830_MARKER: DR = REFERENCE MARK DISK
 FE2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2830_SP_SET: CONCRETE POST
 FE2830_STAMPING: UNION 1934 NO 4 1985
 FE2830_MARK LOGO: NGS   
 FE2830_PROJECTION: FLUSH
 FE2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2830+STABILITY: SURFACE MOTION
 FE2830
 FE2830  HISTORY     - Date     Condition        Report By
 FE2830  HISTORY     - 1985     MONUMENTED       NGS
 FE2830
 FE2830                          STATION DESCRIPTION
 FE2830
 FE2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FE2830'IN JACKSON.
 FE2830'0.5 KM (0.30 MI) EAST ALONG MAIN STREET FROM THE COUNTY COURT HOUSE IN
 FE2830'JACKSON, THEN 0.2 KM (0.10 MI) NORTH ON ROYAL STREET, THEN 0.3 KM
 FE2830'(0.20 MI) NORTHEAST ON LEXINGTON AVENUE TO THE MARK ON TOP OF A SMALL
 FE2830'HILL ON THE RIGHT, 68.0 M (223.1 FT) SOUTH OF THE CENTERLINE OF
 FE2830'LEXINGTON AVENUE, 53.0 M (173.9 FT) EAST OF THE SOUTHEAST CORNER OF
 FE2830'THE REAR PORCH OF HOUSE NUMBER 611, AND 25.6 M (84.0 FT) NORTH OF A
 FE2830'LIGHT POLE.
 FE2830'THE MARK IS 8.0 M ABOVE LEXINGTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2462 ***********************************************************************
 FE2462  DESIGNATION -  UNIONVILLE
 FE2462  PID         -  FE2462
 FE2462  STATE/COUNTY-  TN/DYER
 FE2462  USGS QUAD   -  FOWLKES (1983)
 FE2462
 FE2462                         *CURRENT SURVEY CONTROL
 FE2462  ___________________________________________________________________
 FE2462* NAD 83(1995)-  35 57 09.38893(N)    089 26 08.72542(W)     ADJUSTED  
 FE2462* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 FE2462  ___________________________________________________________________
 FE2462  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FE2462  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2462
 FE2462  HORZ ORDER  -  THIRD
 FE2462
 FE2462.The horizontal coordinates were established by classical geodetic methods
 FE2462.and adjusted by the National Geodetic Survey in April 1999..
 FE2462
 FE2462.The orthometric height was scaled from a topographic map.
 FE2462
 FE2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2462
 FE2462.The geoid height was determined by GEOID03.
 FE2462
 FE2462;                    North         East     Units Scale Factor Converg.
 FE2462;SPC TN       -   185,097.164   290,113.227   MT  0.99995053   -2 00 41.1
 FE2462;SPC TN       -   607,272.95    951,813.15   sFT  0.99995053   -2 00 41.1
 FE2462;UTM  16      - 3,981,434.535   280,319.004   MT  1.00019469   -1 25 50.3
 FE2462
 FE2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2462!SPC TN       -   0.99998729  x   0.99995053  =   0.99993782
 FE2462!UTM  16      -   0.99998729  x   1.00019469  =   1.00018198
 FE2462
 FE2462|---------------------------------------------------------------------|
 FE2462| PID    Reference Object                     Distance      Geod. Az  |
 FE2462|                                                           dddmmss.s |
 FE2462| CG5279 UNIONVILLE RM 2                      24.851 METERS 00218     |
 FE2462| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX. 9.5 KM 0221735.0 |
 FE2462| GD1648 DYERSBURG COLONIAL RUBBER TANK      APPROX. 9.4 KM 0235241.1 |
 FE2462| GD1651 DYERSBURG MUNICIPAL STANDPIPE       APPROX.10.8 KM 0260614.4 |
 FE2462| GD1649 DYERSBURG COUNTY CTHSE DOME         APPROX. 9.9 KM 0264242.2 |
 FE2462| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX.12.4 KM 0290555.1 |
 FE2462| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX.12.0 KM 0302610.5 |
 FE2462| FE2456 AIRPORT BCN DYERSBURG MUN APT       APPROX. 6.0 KM 0311227.1 |
 FE2462| CG5277 UNIONVILLE AZ MK                                   0935008.8 |
 FE2462| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX.11.5 KM 0962544.0 |
 FE2462| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX.11.5 KM 0964112.3 |
 FE2462| CG5278 UNIONVILLE RM 1                      22.391 METERS 12810     |
 FE2462| FE2455 A 58 25 2                            32.597 METERS 18255     |
 FE2462|---------------------------------------------------------------------|
 FE2462
 FE2462                          SUPERSEDED SURVEY CONTROL
 FE2462
 FE2462  NAD 83(1995)-  35 57 09.39322(N)    089 26 08.72595(W) AD(       ) 3
 FE2462  NAD 83(1986)-  35 57 09.40013(N)    089 26 08.72572(W) AD(       ) 3
 FE2462  NAD 27      -  35 57 09.13890(N)    089 26 08.46200(W) AD(       ) 3
 FE2462
 FE2462.Superseded values are not recommended for survey control.
 FE2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2462.See file dsdata.txt to determine how the superseded data were derived.
 FE2462
 FE2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8031981435(NAD 83)
 FE2462_MARKER: DS = TRIANGULATION STATION DISK
 FE2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2462
 FE2462  HISTORY     - Date     Condition        Report By
 FE2462  HISTORY     - 1959     MONUMENTED       CGS
 FE2462
 FE2462                          STATION DESCRIPTION
 FE2462
 FE2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2462'THE STATION IS ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF DYERSBURG, ABOUT
 FE2462'6 MILES NORTH-NORTHWEST OF HALLS, IN THE VILLAGE OF UNIONVILLE AND
 FE2462'ON THE PROPERTY OF MR. GORDAN MOORE.  IT IS 148 FEET SOUTH OF THE
 FE2462'INTERSECTION OF A PAVED ROAD AND A DRIVEWAY, 50 FEET NORTH OF A
 FE2462'FENCE CORNER AND A 36 INCH ELM TREE, 26 FEET EAST OF THE CENTERLINE
 FE2462'OF THE PAVED ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 FE2462'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED UNIONVILLE 1959.
 FE2462'
 FE2462'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FE2462'SQUARE IN DYERSBURG, GO SOUTH ON U.S. HIGHWAY 51 AND STATE HIGHWAY
 FE2462'20 FOR 3.9 MILES TO A CROSSROAD AT FOUR POINTS.  TURN RIGHT AND GO
 FE2462'WESTERLY ON A PAVED ROAD FOR 3.25 MILES TO THE STATION ON THE LEFT AS
 FE2462'DESCRIBED.
 FE2462'
 FE2462'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE PAVED
 FE2462'ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 FE2462'A GRAVELED ROAD FOR 0.45 MILE TO AN OLD FRAME HOUSE AND THE AZIMUTH
 FE2462'MARK ON THE RIGHT.
 FE2462'
 FE2462'REFERENCE MARK 1 IS 57 FEET EAST OF A FENCE CORNER AND A 36 INCH ELM
 FE2462'TREE, 24 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME STORE
 FE2462'BUILDING, 5 FEET NORTHWEST OF TWIN TREES AND 4 FEET NORTH OF A WIRE
 FE2462'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED UNIONVILLE
 FE2462'NO 1 1959.
 FE2462'
 FE2462'REFERENCE MARK 2 IS 52 FEET SOUTH OF A FENCE CORNER, 24 FEET EAST OF
 FE2462'THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT WEST OF A WIRE FENCE.
 FE2462'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED UNIONVILLE NO
 FE2462'2 1959.
 FE2462'
 FE2462'THE AZIMUTH MARK IS 80 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 FE2462'28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD FRAME HOUSE, 5
 FE2462'FEET NORTH OF A 12 INCH WALNUT TREE AND 2 FEET NORTHWEST OF A WHITE
 FE2462'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 FE2462'STAMPED UNIONVILLE 1959.
 FE2462'
 FE2462'A 58 25-2 IS A STANDARD U.S. ENGINEERS DEPARTMENT CAP STAMPED A 58
 FE2462'25-2 RIVETED TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 12
 FE2462'INCHES.  IT IS 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME
 FE2462'STORE BUILDING, 25 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND
 FE2462'6 FEET NORTHEAST OF A POWER POLE.
 FE2462'
 FE2462'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1911 ***********************************************************************
 FB1911  DESIGNATION -  UNIVERSITY
 FB1911  PID         -  FB1911
 FB1911  STATE/COUNTY-  TN/KNOX
 FB1911  USGS QUAD   -  KNOXVILLE (1978)
 FB1911
 FB1911                         *CURRENT SURVEY CONTROL
 FB1911  ___________________________________________________________________
 FB1911* NAD 83(1986)-  35 57 26.     (N)    083 55 32.     (W)     SCALED    
 FB1911* NAVD 88     -       292.224  (meters)     958.74   (feet)  POSTED    
 FB1911  ___________________________________________________________________
 FB1911  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1911  DYNAMIC HT  -         291.960 (meters)     957.87  (feet)  COMP
 FB1911  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FB1911
 FB1911  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1911
 FB1911.The horizontal coordinates were scaled from a topographic map and have
 FB1911.an estimated accuracy of +/- 6 seconds.
 FB1911
 FB1911.The orthometric height was determined by differential leveling
 FB1911.and adjusted by the National Geodetic Survey in 1992..
 FB1911.No vertical observational check was made to the station.
 FB1911.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1911.was located on a no-check spur therefore a value was not computed.
 FB1911
 FB1911.The geoid height was determined by GEOID03.
 FB1911
 FB1911.The dynamic height is computed by dividing the NAVD 88
 FB1911.geopotential number by the normal gravity value computed on the
 FB1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1911.degrees latitude (g = 980.6199 gals.).
 FB1911
 FB1911.The modeled gravity was interpolated from observed gravity values.
 FB1911
 FB1911;                    North         East    Units  Estimated Accuracy
 FB1911;SPC TN       -   182,150.      787,120.      MT  (+/- 180 meters Scaled)
 FB1911
 FB1911                          SUPERSEDED SURVEY CONTROL
 FB1911
 FB1911  NGVD 29 (??/??/92)  292.365  (m)          959.20   (f) ADJ UNCH    1 2
 FB1911
 FB1911.Superseded values are not recommended for survey control.
 FB1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1911.See file dsdata.txt to determine how the superseded data were derived.
 FB1911
 FB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361831(NAD 83)
 FB1911_MARKER: DS = TRIANGULATION STATION DISK
 FB1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1911_STAMPING: UNIVERSITY 1934
 FB1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1911+STABILITY: SURFACE MOTION
 FB1911
 FB1911  HISTORY     - Date     Condition        Report By
 FB1911  HISTORY     - 1934     MONUMENTED       CGS
 FB1911  HISTORY     - 1950     GOOD             TVA
 FB1911  HISTORY     - 1950     GOOD             NGS
 FB1911  HISTORY     - 1960     GOOD             CGS
 FB1911  HISTORY     - 1972     GOOD             NGS
 FB1911  HISTORY     - 1972     GOOD             NGS
 FB1911  HISTORY     - 1982     GOOD             LOCSUR
 FB1911  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1911
 FB1911                          STATION DESCRIPTION
 FB1911
 FB1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FB1911'IN KNOXVILLE, ON CAMPUS OF UNIVERSITY OF TENNESSEE, 90 FEET SOUTHWEST
 FB1911'OF SOUTHEAST CORNER OF AYRES HALL, 47 FEET WEST OF NORTHWEST CORNER
 FB1911'OF OLD SOUTH COLLEGE, AND ABOUT 6 FEET WEST OF PROPOSED EXTENSION OF
 FB1911'EAST WING OF AYRES HALL.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FB1911'STATION DISKS IN CONCRETE.  REFERENCE MARK NO. 1 IS
 FB1911'STANDARD REFERENCE DISK IN CONCRETE, IN SOUTH END
 FB1911'OF OVAL GRASS PLOT, DIRECTLY SOUTH OF AYRES HALL TOWER, 1 FOOT NORTH
 FB1911'OF FENCE AROUND OVAL, AND 169.87 FEET FROM STATION.
 FB1911'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN
 FB1911'CONCRETE ON WEST SIDE OF REAR DOOR TO AYRES HALL AND
 FB1911'112.48 FEET FROM STATION. DISTANCE
 FB1911'BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 206.95 FEET.  AZIMUTH MARK
 FB1911'IS STANDARD REFERENCE DISK IN FIRST CONCRETE STEP BELOW PRESS BOX, IN
 FB1911'FIRST AISLE NORTH OF SOUTH END OF WEST BLEACHERS OF ATHLETIC STADIUM,
 FB1911'AND ABOUT 300 YARDS FROM STATION.
 FB1911
 FB1911                          STATION RECOVERY (1950)
 FB1911
 FB1911'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (LDB)
 FB1911'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED UNIVERSITY.
 FB1911'DESCRIPTION IS ADEQUATE.
 FB1911'
 FB1911'STATION IS LOCATED AT THE UNIVERSITY OF TENNESSEE AT KNOXVILLE.
 FB1911
 FB1911                          STATION RECOVERY (1950)
 FB1911
 FB1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FB1911'AT KNOXVILLE.
 FB1911'AT KNOXVILLE, AT THE UNIVERSITY OF TENNESSEE, SET IN THE EAST
 FB1911'EDGE OF THE LAWN ON THE SOUTHEAST EDGE OF AYRES HALL, 128 FEET
 FB1911'NORTH-NORTHEAST AND ACROSS A DRIVE FROM A FLAG POLE, 112 1/2
 FB1911'FEET EAST-NORTHEAST OF R.M. NO. 2, 72 1/2 FEET SOUTH OF THE CENTER
 FB1911'OF THE EASTERLY ONE OF THREE DOORWAYS TO AYRES HALL, 49 FEET
 FB1911'WEST-SOUTHWEST OF THE WEST CORNER OF THE CAMPUS POST OFFICE,
 FB1911'31 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALK, 45 1/2
 FB1911'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A WALK, 18 FEET NORTH OF
 FB1911'A DRIVE WAY CURBING, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FB1911'FLUSH WITH THE GROUND.  NOTE-- A NEW FLAGPOLE HAS REPLACED THE
 FB1911'OLD ONE AND THE MARK IS NOW 119 FEET NE OF THE NEW FLAGPOLE AND 49
 FB1911'FT. SW OF THE SW CORNER OF PSYCHOLOGY BUILDING.
 FB1911
 FB1911                          STATION RECOVERY (1960)
 FB1911
 FB1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB1911'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 FB1911'CONSTRUCTION A NEW DESCRIPTION FOLLOWS.
 FB1911'
 FB1911'THE STATION IS LOCATED ON THE UNIVERSITY OF TENNESSEE CAMPUS IN
 FB1911'KNOXVILLE.
 FB1911'
 FB1911'STATION MARK IS 90 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AYRES
 FB1911'HALL AND 47 FEET WEST OF THE NORTHWEST CORNER OF THE OLD SOUTH
 FB1911'COLLEGE BUILDING.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 FB1911'POST, SET FLUSH, AND IS STAMPED UNIVERSITY 1934.
 FB1911'
 FB1911'REFERENCE MARK NO. 1 IS LOCATED IN A PARKING AREA, 52 FEET SOUTH OF A
 FB1911'FLAG POLE AND 18 FT. EAST OF THE CENTER OF THREE MAN HOLE COVERS.
 FB1911'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FB1911'STAMPED UNIVERSITY NO 1 1934.
 FB1911'
 FB1911'REFERENCE MARK NO. 2 IS LOCATED UNDER A SMALL IRON COVER AT THE WEST
 FB1911'SIDE OF THE REAR DOOR ENTRANCE TO AYRES HALL.  THE MARK IS A
 FB1911'STANDARD DISK SET IN CONCRETE, SET 6 INCHES BELOW THE SIDEWALK, AND
 FB1911'IS STAMPED UNIVERSITY NO 2 1934.
 FB1911'
 FB1911'AZIMUTH MARK IS LOCATED IN AISLE R ROW 54 AT THE ATHLETIC STADIUM.
 FB1911'THE MARK IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 FB1911'IN A CONCRETE STEP, SET FLUSH, AND IS STAMPED UNIVERSITY AZI 1934.
 FB1911'
 FB1911'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FB1911
 FB1911                          STATION RECOVERY (1972)
 FB1911
 FB1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FB1911'THE STATION MARK AND REFERENCE MARK 2 ALONG WITH THE AZIMUTH MARK
 FB1911'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND
 FB1911'ASSUMED TO HAVE EITHER BEEN PAVED OVER OR DESTROYED SINCE ITS
 FB1911'LOCATION IS NOW A PAVED PARKING AREA.  THE LINE OF SIGHT TO THE
 FB1911'AZIMUTH MARK IS OBSTRUCTED BY A BUILDING AND NO OTHER AZIMUTH OBJECTS
 FB1911'WERE VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK FROM.  THE
 FB1911'DISTANCE TO REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 FB1911'
 FB1911'THE STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF TENN., 90
 FB1911'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AYRES HALL, 15 FEET
 FB1911'NORTHEAST OF CURBING OF PARKING LOT AND CIRCLE, 19 FEET NORTHWEST OF
 FB1911'THE NORTHWEST EDGE OF PAVEMENT, 49 FEET SOUTHWEST OF SOUTHWEST
 FB1911'CORNER OF PSYCHOLOGY BUILDING, 31 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 FB1911'SIDEWALK, 119 FEET NORTH OF FLAGPOLE.  THE MONUMENT IS FLUSH AND
 FB1911'THE DISK IS STAMPED UNIVERSITY 1934.
 FB1911'
 FB1911'REFERENCE MARK 2 IS SET IN THE CENTER ONE OF 3 ENTRANCE DOORWAYS ON
 FB1911'THE SOUTHEAST SIDE OF AYRES HALL, 7-1/2 FEET WEST- SOUTHWEST OF THE
 FB1911'CENTER OF THE DOOR.  THE MONUMENT HAS BEEN COVERED BY CONCRETE AND A
 FB1911'METAL CYLINDER WITH A CAP STAMPED USC AND GS REF NO 2.  THE MONUMENT
 FB1911'IS ABOUT 4 INCHES UNDER THE CAP AND THE DISK IS STAMPED UNIVERSITY NO
 FB1911'2 1934.
 FB1911'
 FB1911'REFERENCE MARK 3 IS A STANDARD DISK STAMPED UNIVERSITY 1934 NO 3
 FB1911'1972, SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE FLAGPOLE, 141
 FB1911'FEET SOUTHEAST OF THE CENTER ENTRANCE OF AYRES HALL, 19 FEET
 FB1911'NORTH-NORTHWEST OF CURB OF PARKING LOT, 1 FOOT NORTHWEST OF THE
 FB1911'FLAGPOLE, 38.5 FEET NORTHEAST OF CURB AND 36.5 FEET SOUTHWEST OF
 FB1911'CURB.
 FB1911'
 FB1911'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED UNIVERSITY
 FB1911'AZI 1934 SET IN A DRILL HOLE IN AISLE R ROW 54 AT THE ATHLETIC
 FB1911'STADIUM.  THE DISK IS SET IN A CONCRETE STEP.
 FB1911'
 FB1911'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FB1911
 FB1911                          STATION RECOVERY (1972)
 FB1911
 FB1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FB1911'RECOVERED IN GOOD CONDITION.
 FB1911
 FB1911                          STATION RECOVERY (1982)
 FB1911
 FB1911'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB1911'UNIVERSITY 1934 RECOVERED IN GOOD CONDITION.  THE MARK WAS RECOVERED
 FB1911'AT THE DESCRIBED LOCATION HOWEVER IT IS COVERED BY APPROXIMATELY 17
 FB1911'INCHES OF FILL.  (CITY BLOCK 10520).
 FB1911'
 FB1911'UNIVERSITY AZI. 1934 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB1911'DESCRIBED--THE MARK HAS BEEN PARTIALLY COVERED OVER WITH A NON-SLIP
 FB1911'RUBBER SURFACING.  (CITY BLOCK 10520).
 FB1911'
 FB1911'UNIVERSITY NO. 2 1934 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB1911'DESCRIBED - THE SURFACE CAP WAS FOUND AS NOTED, AND WAS NOT REMOVED
 FB1911'FOR VERIFICATION OF THE REFERENCE MARK.  (CITY BLOCK 10520).
 FB1911'
 FB1911'UNIVERSITY 1934 NO. 3 1972 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB1911'DESCRIBED.  (CITY BLOCK 10520).
 FB1911
 FB1911                          STATION RECOVERY (1983)
 FB1911
 FB1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3745 ***********************************************************************
 FB3745  DESIGNATION -  UNIVERSITY RESET
 FB3745  PID         -  FB3745
 FB3745  STATE/COUNTY-  TN/KNOX
 FB3745  USGS QUAD   -  KNOXVILLE (1978)
 FB3745
 FB3745                         *CURRENT SURVEY CONTROL
 FB3745  ___________________________________________________________________
 FB3745* NAD 83(1995)-  35 57 26.45021(N)    083 55 31.96131(W)     ADJUSTED  
 FB3745* NAVD 88     -       292.68   (+/-2cm)     960.2    (feet)  VERTCON   
 FB3745  ___________________________________________________________________
 FB3745  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FB3745  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB3745
 FB3745  HORZ ORDER  -  THIRD
 FB3745  VERT ORDER  -  THIRD (See Below)
 FB3745
 FB3745.The horizontal coordinates were established by classical geodetic methods
 FB3745.and adjusted by the National Geodetic Survey in April 1999..
 FB3745
 FB3745.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3745.The vertical order pertains to the NGVD 29 superseded value.
 FB3745
 FB3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3745
 FB3745.The geoid height was determined by GEOID03.
 FB3745
 FB3745;                    North         East     Units Scale Factor Converg.
 FB3745;SPC TN       -   182,166.181   787,117.960   MT  0.99995071   +1 12 52.1
 FB3745;SPC TN       -   597,656.88  2,582,402.84   sFT  0.99995071   +1 12 52.1
 FB3745;UTM  17      - 3,983,175.014   236,149.801   MT  1.00045791   -1 43 07.8
 FB3745;UTM  16      - 3,983,588.419   777,284.121   MT  1.00054751   +1 48 23.1
 FB3745
 FB3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3745!SPC TN       -   0.99995889  x   0.99995071  =   0.99990960
 FB3745!UTM  17      -   0.99995889  x   1.00045791  =   1.00041678
 FB3745!UTM  16      -   0.99995889  x   1.00054751  =   1.00050637
 FB3745
 FB3745:                Primary Azimuth Mark                     Grid Az
 FB3745:SPC TN       -  KNOXVILLE IMM CONCEPTION CH              016 36 12.1
 FB3745:UTM  17      -  KNOXVILLE IMM CONCEPTION CH              019 32 12.0
 FB3745:UTM  16      -  KNOXVILLE IMM CONCEPTION CH              016 00 41.1
 FB3745
 FB3745|---------------------------------------------------------------------|
 FB3745| PID    Reference Object                     Distance      Geod. Az  |
 FB3745|                                                           dddmmss.s |
 FB3745| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 1.1 KM 0174904.2 |
 FB3745| CZ4630 UNIVERSITY AZ MK                                   1782343.1 |
 FB3745| FB1912 UNIVERSITY RM 1                      51.776 METERS 18316     |
 FB3745| FB1909 UNIVERSITY RM 3                      36.268 METERS 20001     |
 FB3745| FB1910 UNIVERSITY RM 2                      34.284 METERS 27515     |
 FB3745|---------------------------------------------------------------------|
 FB3745
 FB3745                          SUPERSEDED SURVEY CONTROL
 FB3745
 FB3745  NAD 83(1995)-  35 57 26.45787(N)    083 55 31.95867(W) AD(       ) 3
 FB3745  NAD 83(1986)-  35 57 26.46350(N)    083 55 31.95700(W) AD(       ) 3
 FB3745  NGVD 29 (10/12/01)  292.81   (m)          960.7    (f) RESET       3  
 FB3745
 FB3745.Superseded values are not recommended for survey control.
 FB3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3745.See file dsdata.txt to determine how the superseded data were derived.
 FB3745
 FB3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3615083175(NAD 83)
 FB3745_MARKER: DS = TRIANGULATION STATION DISK
 FB3745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3745_SP_SET: CONCRETE POST
 FB3745_STAMPING: UNIVERSITY 1934 1985
 FB3745_MARK LOGO: NGS   
 FB3745_PROJECTION: FLUSH
 FB3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3745+STABILITY: SURFACE MOTION
 FB3745
 FB3745  HISTORY     - Date     Condition        Report By
 FB3745  HISTORY     - 1985     MONUMENTED       NGS
 FB3745  HISTORY     - 19850617 GOOD             NGS
 FB3745
 FB3745                          STATION DESCRIPTION
 FB3745
 FB3745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FB3745'IN KNOXVILLE.
 FB3745'IN KNOXVILLE, ON THE UNIVERSITY OF TENNESSEE CAMPUS AT AYRES HALL,
 FB3745'36.3 M (119.1 FT) NORTH OF A FLAGPOLE, 27.4 M (89.9 FT) SOUTHWEST
 FB3745'FROM THE SOUTHEAST CORNER OF AYRES HALL, 14.9 M (48.9 FT) NORTHWEST
 FB3745'FROM THE NORTHWEST CORNER OF A BRICK BUILDING AND 9.6 M (31.5 FT)
 FB3745'WEST FROM THE WEST EDGE OF A SIDEWALK.
 FB3745
 FB3745                          STATION RECOVERY (1985)
 FB3745
 FB3745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 FB3745'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION BUT
 FB3745'LANDSCAPING HAD LEFT THE STATION MARK RECESSED 0.4 METERS (1.3 FT) IN
 FB3745'A LAWN.  THE AZ MK COULD NOT BE RECOVERED DUE TO RESTRICTED ACCESS TO
 FB3745'THE STADIUM AND ALTHOUGH IT IS PROBABLY INTACT IT WOULD NOT BE VISIBLE
 FB3745'AT GROUND LEVEL.  THE DISTANCE AND DIRECTION TO RM 2 AND RM 3 CHECKED
 FB3745'PREVIOUS DATA.  A NEW STATION SURFACE MARK AND RM 4 WERE ESTABLISHED
 FB3745'AT THIS TIME.  NO SUITABLE LOCATION WAS AVAILABLE FOR A NEW AZ MK.  A
 FB3745'NEW DESCRIPTION FOLLOWS.
 FB3745' 
 FB3745'THE STATION IS LOCATED IN KNOXVILLE ON THE UNIVERSITY OF OF TENNESSEE
 FB3745'CAMPUS JUST SOUTH OF AYERS HALL.  THE STATION IS A STANDARD NGS DISK
 FB3745'STAMPED---UNIVERSITY 1934 1985---, SET INTO THE TOP OF A ROUND,
 FB3745'CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH WITH GROUND.
 FB3745'THE STATION IS LOCATED 36.3 METERS (119.1 FT) NORTH FROM A FLAGPOLE,
 FB3745'27.4 METERS (89.9 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF AYERS
 FB3745'HALL, 14.9 METERS (48.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 FB3745'BRICK BUILDING, 9.6 METERS (31.5 FT) WEST FROM THE WEST EDGE OF A
 FB3745'SIDEWALK.
 FB3745' 
 FB3745'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---UNIVERSITY NO 2
 FB3745'1934---, THE MARK IS RECESSED 10 CM (4 INCHES) BELOW THE SIDEWALK AND
 FB3745'IS COVERED BY A BRASS SCREW CAP.  THE STATION IS LOCATED 2.3 METERS
 FB3745'(7.5 FT) SOUTHWEST FROM THE MIDDLE OF THE MAIN ENTRANCE OF AYERS HALL,
 FB3745'AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
 FB3745' 
 FB3745'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--UNIVERSITY 1934 NO
 FB3745'3 1972---, SET IN A CONCRETE FLAGPOLE BASE WHICH IS RECESSED 0.3 METER
 FB3745'(1.0 FT) BELOW A LANDSCAPED AREA IN A 1.0 METER (3.3 FT) DIAMETER
 FB3745'BRICK WALL.  THE STATION IS LOCATED 43.0 METERS (141.1 FT) SOUTHEAST
 FB3745'FROM THE CENTER ENTRANCE OF AYRES HALL 0.3 METER (1.0 FT) NORTHWEST
 FB3745'FROM THE FLAGPOLE, 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
 FB3745' 
 FB3745'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--UNIVERSITY 1934
 FB3745'NO 4 1985--, SET IN THE WEST END OF A CONCRETE RAMP AT THE SOUTHEAST
 FB3745'ENTRANCE OF AYRES HALL.  THE STATION IS LOCATED 27.1 METERS (88.9 FT)
 FB3745'NORTHWEST FROM THE CENTER ENTRANCE OF AYRES HALL 14.0 METERS (45.9 FT)
 FB3745'SOUTHWEST FROM THE SOUTHWEST CORNER OF AYRES HALL 0.15 METER (0.49 FT)
 FB3745'NORTHEAST FROM THE SOUTHWEST END OF AN IRON HAND RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1912 ***********************************************************************
 FB1912  DESIGNATION -  UNIVERSITY RM 1
 FB1912  PID         -  FB1912
 FB1912  STATE/COUNTY-  TN/KNOX
 FB1912  USGS QUAD   -  KNOXVILLE (1978)
 FB1912
 FB1912                         *CURRENT SURVEY CONTROL
 FB1912  ___________________________________________________________________
 FB1912* NAD 83(1986)-  35 57 26.     (N)    083 55 32.     (W)     SCALED    
 FB1912* NAVD 88     -       291.547  (meters)     956.52   (feet)  POSTED    
 FB1912  ___________________________________________________________________
 FB1912  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1912  DYNAMIC HT  -         291.280 (meters)     955.64  (feet)  COMP
 FB1912  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FB1912
 FB1912  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1912
 FB1912.The horizontal coordinates were scaled from a topographic map and have
 FB1912.an estimated accuracy of +/- 6 seconds.
 FB1912
 FB1912.The orthometric height was determined by differential leveling
 FB1912.and adjusted by the National Geodetic Survey in 1992..
 FB1912.No vertical observational check was made to the station.
 FB1912.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1912.was located on a no-check spur therefore a value was not computed.
 FB1912
 FB1912.The geoid height was determined by GEOID03.
 FB1912
 FB1912.The dynamic height is computed by dividing the NAVD 88
 FB1912.geopotential number by the normal gravity value computed on the
 FB1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1912.degrees latitude (g = 980.6199 gals.).
 FB1912
 FB1912.The modeled gravity was interpolated from observed gravity values.
 FB1912
 FB1912;                    North         East    Units  Estimated Accuracy
 FB1912;SPC TN       -   182,150.      787,120.      MT  (+/- 180 meters Scaled)
 FB1912
 FB1912                          SUPERSEDED SURVEY CONTROL
 FB1912
 FB1912  NGVD 29 (??/??/92)  291.687  (m)          956.98   (f) ADJ UNCH    1 2
 FB1912
 FB1912.Superseded values are not recommended for survey control.
 FB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1912.See file dsdata.txt to determine how the superseded data were derived.
 FB1912
 FB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361831(NAD 83)
 FB1912_MARKER: DR = REFERENCE MARK DISK
 FB1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1912_STAMPING: UNIVERSITY NO 1 1934
 FB1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1912+STABILITY: SURFACE MOTION
 FB1912
 FB1912  HISTORY     - Date     Condition        Report By
 FB1912  HISTORY     - 1934     MONUMENTED       CGS
 FB1912  HISTORY     - 1950     GOOD             NGS
 FB1912  HISTORY     - 1972     MARK NOT FOUND   NGS
 FB1912
 FB1912                          STATION DESCRIPTION
 FB1912
 FB1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1912'AT KNOXVILLE.
 FB1912'AT KNOXVILLE, ON THE CAMPUS OF THE UNIVERSITY OF TENNESSEE, IN A
 FB1912'PARKING AREA NEAR AYRES HALL AND THE CAMPUS POST OFFICE, 207
 FB1912'FEET SOUTH-SOUTHEAST OF RM NO. 2, 169 FEET SOUTH-SOUTHWEST OF
 FB1912'THE STATION MARK, 52 1/2 FEET SOUTH-SOUTHEAST OF A FLAG POLE,
 FB1912'40 FEET NORTHWEST OF A STREET CURBING, 47 FEET SOUTHEAST OF A
 FB1912'STREET CURBING AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FB1912'FLUSH WITH PARKING AREA.
 FB1912
 FB1912                          STATION RECOVERY (1972)
 FB1912
 FB1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FB1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1910 ***********************************************************************
 FB1910  DESIGNATION -  UNIVERSITY RM 2
 FB1910  PID         -  FB1910
 FB1910  STATE/COUNTY-  TN/KNOX
 FB1910  USGS QUAD   -  KNOXVILLE (1978)
 FB1910
 FB1910                         *CURRENT SURVEY CONTROL
 FB1910  ___________________________________________________________________
 FB1910* NAD 83(1986)-  35 57 26.     (N)    083 55 32.     (W)     SCALED    
 FB1910* NAVD 88     -       292.433  (meters)     959.42   (feet)  POSTED    
 FB1910  ___________________________________________________________________
 FB1910  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1910  DYNAMIC HT  -         292.160 (meters)     958.53  (feet)  COMP
 FB1910  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FB1910
 FB1910  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1910
 FB1910.The horizontal coordinates were scaled from a topographic map and have
 FB1910.an estimated accuracy of +/- 6 seconds.
 FB1910
 FB1910.The orthometric height was determined by differential leveling
 FB1910.and adjusted by the National Geodetic Survey in 1992..
 FB1910.No vertical observational check was made to the station.
 FB1910.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1910.was located on a no-check spur therefore a value was not computed.
 FB1910
 FB1910.The geoid height was determined by GEOID03.
 FB1910
 FB1910.The dynamic height is computed by dividing the NAVD 88
 FB1910.geopotential number by the normal gravity value computed on the
 FB1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1910.degrees latitude (g = 980.6199 gals.).
 FB1910
 FB1910.The modeled gravity was interpolated from observed gravity values.
 FB1910
 FB1910;                    North         East    Units  Estimated Accuracy
 FB1910;SPC TN       -   182,150.      787,120.      MT  (+/- 180 meters Scaled)
 FB1910
 FB1910                          SUPERSEDED SURVEY CONTROL
 FB1910
 FB1910  NGVD 29 (??/??/92)  292.573  (m)          959.88   (f) ADJ UNCH    1 2
 FB1910
 FB1910.Superseded values are not recommended for survey control.
 FB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1910.See file dsdata.txt to determine how the superseded data were derived.
 FB1910
 FB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361831(NAD 83)
 FB1910_MARKER: DR = REFERENCE MARK DISK
 FB1910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1910_SP_SET: BUILDING
 FB1910_STAMPING: UNIVERSITY NO 2 1934
 FB1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1910
 FB1910  HISTORY     - Date     Condition        Report By
 FB1910  HISTORY     - 1934     MONUMENTED       CGS
 FB1910  HISTORY     - 1950     GOOD             NGS
 FB1910  HISTORY     - 1972     GOOD             NGS
 FB1910  HISTORY     - 1983     GOOD             NGS
 FB1910
 FB1910                          STATION DESCRIPTION
 FB1910
 FB1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1910'AT KNOXVILLE.
 FB1910'AT KNOXVILLE, AT THE UNIVERSITY OF TENNESSEE, SET IN THE CENTER
 FB1910'ONE OF THREE ENTRANCE DOORWAYS ON SOUTHEAST (BACK) SIDE OF AYRES
 FB1910'HALL, 112 1/2 FEET WEST-SOUTHWEST OF THE STATION MARK, 7 1/2
 FB1910'FEET WEST-SOUTHWEST OF THE CENTER OF THE ENTRANCE.  NOTE-- AN
 FB1910'ADDITION OF CONCRETE HAS BEEN BUILT UP COVERING MARK AND DISK IS
 FB1910'NOW DIRECTLY UNDER A METAL CYLINDER ACCESS TO WHICH IS HAD BY
 FB1910'UNSCREWING A 3-INCH BRASS CAP.  CAP IS STAMPED USC AND GS REF
 FB1910'NO 2.
 FB1910
 FB1910                          STATION RECOVERY (1972)
 FB1910
 FB1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FB1910'RECOVERED IN GOOD CONDITION.
 FB1910
 FB1910                          STATION RECOVERY (1983)
 FB1910
 FB1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1909 ***********************************************************************
 FB1909  DESIGNATION -  UNIVERSITY RM 3
 FB1909  PID         -  FB1909
 FB1909  STATE/COUNTY-  TN/KNOX
 FB1909  USGS QUAD   -  KNOXVILLE (1978)
 FB1909
 FB1909                         *CURRENT SURVEY CONTROL
 FB1909  ___________________________________________________________________
 FB1909* NAD 83(1986)-  35 57 25.     (N)    083 55 32.     (W)     SCALED    
 FB1909* NAVD 88     -       292.112  (meters)     958.37   (feet)  ADJUSTED  
 FB1909  ___________________________________________________________________
 FB1909  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1909  DYNAMIC HT  -         291.844 (meters)     957.49  (feet)  COMP
 FB1909  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FB1909
 FB1909  VERT ORDER  -  FIRST     CLASS II
 FB1909
 FB1909.The horizontal coordinates were scaled from a topographic map and have
 FB1909.an estimated accuracy of +/- 6 seconds.
 FB1909
 FB1909.The orthometric height was determined by differential leveling
 FB1909.and adjusted by the National Geodetic Survey in June 1991..
 FB1909
 FB1909.The geoid height was determined by GEOID03.
 FB1909
 FB1909.The dynamic height is computed by dividing the NAVD 88
 FB1909.geopotential number by the normal gravity value computed on the
 FB1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1909.degrees latitude (g = 980.6199 gals.).
 FB1909
 FB1909.The modeled gravity was interpolated from observed gravity values.
 FB1909
 FB1909;                    North         East    Units  Estimated Accuracy
 FB1909;SPC TN       -   182,120.      787,120.      MT  (+/- 180 meters Scaled)
 FB1909
 FB1909                          SUPERSEDED SURVEY CONTROL
 FB1909
 FB1909  NGVD 29 (12/12/91)  292.246  (m)          958.81   (f) ADJUSTED    1 2
 FB1909
 FB1909.Superseded values are not recommended for survey control.
 FB1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1909.See file dsdata.txt to determine how the superseded data were derived.
 FB1909
 FB1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361831(NAD 83)
 FB1909_MARKER: DR = REFERENCE MARK DISK
 FB1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1909_SP_SET: CONCRETE BASE
 FB1909_STAMPING: UNIVERSITY 1934 NO 3 1972
 FB1909_MARK LOGO: NGS   
 FB1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1909
 FB1909  HISTORY     - Date     Condition        Report By
 FB1909  HISTORY     - 1972     MONUMENTED       NGS
 FB1909  HISTORY     - 1983     GOOD             NGS
 FB1909
 FB1909                          STATION DESCRIPTION
 FB1909
 FB1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FB1909'AT KNOXVILLE.
 FB1909'LOCATED ON THE CAMPUS OF THE UNIVERSITY OF TENNESSEE, SET IN A
 FB1909'DRILL HOLE IN THE CONCRETE BASE OF A FLAG POLE, 141 FEET SOUTHEAST
 FB1909'OF THE CENTER 1 OF 3 ENTRANCES TO THE SOUTHEAST SIDE OF AYRES HALL,
 FB1909'19 FEET NORTH-NORTHWEST OF CURB OF PARKING LOT, 1 FOOT NORTHWEST OF
 FB1909'THE FLAGPOLE, 38.5 FEET NORTHEAST OF CURB AND 36.5 FEET SOUTHWEST
 FB1909'OF A CURB.
 FB1909
 FB1909                          STATION RECOVERY (1983)
 FB1909
 FB1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1909'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB1909'THE UNIVERSITY OF TENNESSEE, IN TOP OF THE CONCRETE BASE OF A FLAGPOLE
 FB1909'OF CIRCLE DRIVE AT THE SOUTHEAST SIDE OF AYRES HALL, 42.98 METERS
 FB1909'(141.0 FT) SOUTHEAST OF THE CENTER ONE OF THREE ENTRANCES TO THE
 FB1909'SOUTHEAST SIDE OF AYRES HALL, 11.73 METERS (38.5 FT) NORTHEAST OF A
 FB1909'PARKING LOT CURB, 11.13 METERS (36.5 FT) SOUTHWEST OF A PARKING LOT
 FB1909'CURB, 5.79 METERS (19.0 FT) NORTH-NORTHWEST OF A PARKING LOT CURB,
 FB1909'0.30 METER (1.0 FT) NORTHWEST OF THE FLAGPOLE.  NOTE--THE MARK IS
 FB1909'STAMPED 1971 NOT 1972 AS PREVIOUSLY REPORTED IN JANUARY 1972.
 FB1909'THE MARK IS 0.30 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3746 ***********************************************************************
 FB3746  DESIGNATION -  UNIVERSITY RM 4
 FB3746  PID         -  FB3746
 FB3746  STATE/COUNTY-  TN/KNOX
 FB3746  USGS QUAD   -  KNOXVILLE (1978)
 FB3746
 FB3746                         *CURRENT SURVEY CONTROL
 FB3746  ___________________________________________________________________
 FB3746* NAD 83(1986)-  35 57 26.     (N)    083 55 32.     (W)     SCALED    
 FB3746* NAVD 88     -       292.53   (+/-2cm)     959.7    (feet)  VERTCON   
 FB3746  ___________________________________________________________________
 FB3746  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB3746
 FB3746  VERT ORDER  -  THIRD (See Below)
 FB3746
 FB3746.The horizontal coordinates were scaled from a topographic map and have
 FB3746.an estimated accuracy of +/- 6 seconds.
 FB3746
 FB3746.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3746.The vertical order pertains to the NGVD 29 superseded value.
 FB3746
 FB3746.The geoid height was determined by GEOID03.
 FB3746
 FB3746;                    North         East    Units  Estimated Accuracy
 FB3746;SPC TN       -   182,150.      787,120.      MT  (+/- 180 meters Scaled)
 FB3746
 FB3746                          SUPERSEDED SURVEY CONTROL
 FB3746
 FB3746  NGVD 29 (10/12/01)  292.67   (m)          960.2    (f) RESET       3  
 FB3746
 FB3746.Superseded values are not recommended for survey control.
 FB3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3746.See file dsdata.txt to determine how the superseded data were derived.
 FB3746
 FB3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361831(NAD 83)
 FB3746_MARKER: DR = REFERENCE MARK DISK
 FB3746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB3746_SP_SET: CONCRETE RAMP
 FB3746_STAMPING: UNIVERSITY 1934 NO 4 1985
 FB3746_MARK LOGO: NGS   
 FB3746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3746
 FB3746  HISTORY     - Date     Condition        Report By
 FB3746  HISTORY     - 1985     MONUMENTED       NGS
 FB3746
 FB3746                          STATION DESCRIPTION
 FB3746
 FB3746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FB3746'IN KNOXVILLE.
 FB3746'ON THE UNIVERSITY OF TENNESSEE CAMPUS AT THE SOUTHEAST CORNER OF AYRES
 FB3746'HALL, 27.1 M (88.9 FT) NORTHWEST FROM THE CENTER ENTRANCE OF AYRES
 FB3746'HALL, 14.0 M (45.9 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF AYRES
 FB3746'HALL AND SET IN THE WEST END OF A CONCRETE RAMP AT THE SOUTHEAST
 FB3746'ENTRANCE OF AYRES HALL.
 FB3746'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2291 ***********************************************************************
 FE2291  DESIGNATION -  UPTON
 FE2291  PID         -  FE2291
 FE2291  STATE/COUNTY-  TN/MADISON
 FE2291  USGS QUAD   -  TEAGUE (1981)
 FE2291
 FE2291                         *CURRENT SURVEY CONTROL
 FE2291  ___________________________________________________________________
 FE2291* NAD 83(1995)-  35 26 38.02750(N)    088 59 13.50560(W)     ADJUSTED  
 FE2291* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2291  ___________________________________________________________________
 FE2291  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2291  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2291
 FE2291  HORZ ORDER  -  SECOND
 FE2291
 FE2291.The horizontal coordinates were established by classical geodetic methods
 FE2291.and adjusted by the National Geodetic Survey in April 1999..
 FE2291
 FE2291.The orthometric height was scaled from a topographic map.
 FE2291
 FE2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2291
 FE2291.The geoid height was determined by GEOID03.
 FE2291
 FE2291;                    North         East     Units Scale Factor Converg.
 FE2291;SPC TN       -   127,354.803   328,845.135   MT  0.99997145   -1 44 55.5
 FE2291;SPC TN       -   417,829.88  1,078,886.08   sFT  0.99997145   -1 44 55.5
 FE2291;UTM  16      - 3,924,085.338   319,647.947   MT  1.00000085   -1 09 09.5
 FE2291
 FE2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2291!SPC TN       -   0.99997882  x   0.99997145  =   0.99995027
 FE2291!UTM  16      -   0.99997882  x   1.00000085  =   0.99997967
 FE2291
 FE2291:                Primary Azimuth Mark                     Grid Az
 FE2291:SPC TN       -  BRITTON LANE LOT WT 28                   038 17 41.9
 FE2291:UTM  16      -  BRITTON LANE LOT WT 28                   037 41 55.9
 FE2291
 FE2291|---------------------------------------------------------------------|
 FE2291| PID    Reference Object                     Distance      Geod. Az  |
 FE2291|                                                           dddmmss.s |
 FE2291| FE2287 BRITTON LANE LOT WT 28              APPROX. 5.3 KM 0363246.4 |
 FE2291| CG5285 UPTON RM 1                           22.118 METERS 16416     |
 FE2291| CG5284 UPTON AZ MK                                        1980049.6 |
 FE2291| FE2292 55 52 12                             21.801 METERS 34350     |
 FE2291|---------------------------------------------------------------------|
 FE2291
 FE2291                          SUPERSEDED SURVEY CONTROL
 FE2291
 FE2291  NAD 83(1995)-  35 26 38.03332(N)    088 59 13.50936(W) AD(       ) 2
 FE2291  NAD 83(1986)-  35 26 38.03926(N)    088 59 13.50635(W) AD(       ) 2
 FE2291  NAD 27      -  35 26 37.75810(N)    088 59 13.28140(W) AD(       ) 2
 FE2291
 FE2291.Superseded values are not recommended for survey control.
 FE2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2291.See file dsdata.txt to determine how the superseded data were derived.
 FE2291
 FE2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1964824085(NAD 83)
 FE2291_MARKER: DS = TRIANGULATION STATION DISK
 FE2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2291
 FE2291  HISTORY     - Date     Condition        Report By
 FE2291  HISTORY     - 1958     MONUMENTED       CGS
 FE2291
 FE2291                          STATION DESCRIPTION
 FE2291
 FE2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2291'THE STATION IS ABOUT 7 MILES WEST OF MEDON AND ABOUT 1 MILE SOUTH
 FE2291'SOUTHWEST OF UPTONVILLE. IT IS ON PROPERTY OWNED BY MR. DALTON
 FE2291'STEPHENSON, 100 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE2291'HOUSE, 81 FEET SOUTHWEST OF THE INTERSECTION OF A
 FE2291'GRAVELED ROAD AND A DIRT DRIVEWAY, 32 FEET NORTHWEST OF THE
 FE2291'CENTERLINE OF THE GRAVELED ROAD AND 17 FEET SOUTHEAST OF THE
 FE2291'CENTERLINE OF THE DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2291'STAMPED UPTON 1958.
 FE2291'
 FE2291'TO REACH THE STATION FROM THE CEMETERY AT THE SOUTH EDGE OF
 FE2291'UPTONVILLE, GO SOUTH ON HAILEY ROAD FOR 0.25 MILE TO THE END OF
 FE2291'BLACKTOP. CONTINUE SOUTH ON GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 FE2291'TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 0.3 MILE TO A DRIVEWAY ON
 FE2291'THE RIGHT AND THE STATION AS DESCRIBED.
 FE2291'
 FE2291'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 FE2291'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FE2291'
 FE2291'REFERENCE MARK 1 IS 16 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 FE2291'1 FOOT NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 FE2291'FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED UPTON
 FE2291'NO 1 1958.
 FE2291'
 FE2291'55-52-12 (TNDG) IS A STANDARD TENN. DIV. OF GEO. DISK SET IN THE TOP
 FE2291'OF A 6X6 INCH CONCRETE POST WHICH
 FE2291'PROJECTS 7 INCHES AND WAS USED AS A REFERENCE MARK. IT IS 71 FEET
 FE2291'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 55 FEET NORTH OF THE
 FE2291'CENTERLINE OF THE DRIVEWAY, 27 FEET WEST OF A 30 INCH ELM TREE AND 1
 FE2291'FOOT SOUTH OF A FENCE. THE DISK IS STAMPED WPA 55 52 12.
 FE2291'
 FE2291'THE AZIMUTH MARK IS 14 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2291'ROAD, 1 FOOT NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 FE2291'FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED UPTON
 FE2291'1958.
 FE2291'
 FE2291'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0844 ***********************************************************************
 EE0844  DESIGNATION -  US
 EE0844  PID         -  EE0844
 EE0844  STATE/COUNTY-  TN/MARION
 EE0844  USGS QUAD   -  NEW HOME (1982)
 EE0844
 EE0844                         *CURRENT SURVEY CONTROL
 EE0844  ___________________________________________________________________
 EE0844* NAD 83(1986)-  34 59 56.     (N)    085 36 33.     (W)     SCALED    
 EE0844* NAVD 88     -       189.958  (meters)     623.22   (feet)  ADJUSTED  
 EE0844  ___________________________________________________________________
 EE0844  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE0844  DYNAMIC HT  -         189.772 (meters)     622.61  (feet)  COMP
 EE0844  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE0844
 EE0844  VERT ORDER  -  FIRST     CLASS II
 EE0844
 EE0844.The horizontal coordinates were scaled from a topographic map and have
 EE0844.an estimated accuracy of +/- 6 seconds.
 EE0844
 EE0844.The orthometric height was determined by differential leveling
 EE0844.and adjusted by the National Geodetic Survey in June 1991..
 EE0844
 EE0844.The geoid height was determined by GEOID03.
 EE0844
 EE0844.The dynamic height is computed by dividing the NAVD 88
 EE0844.geopotential number by the normal gravity value computed on the
 EE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0844.degrees latitude (g = 980.6199 gals.).
 EE0844
 EE0844.The modeled gravity was interpolated from observed gravity values.
 EE0844
 EE0844;                    North         East    Units  Estimated Accuracy
 EE0844;SPC TN       -    73,920.      635,680.      MT  (+/- 180 meters Scaled)
 EE0844
 EE0844                          SUPERSEDED SURVEY CONTROL
 EE0844
 EE0844  NGVD 29 (??/??/92)  189.957  (m)          623.22   (f) ADJ UNCH    1 2
 EE0844
 EE0844.Superseded values are not recommended for survey control.
 EE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0844.See file dsdata.txt to determine how the superseded data were derived.
 EE0844
 EE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD269738(NAD 83)
 EE0844_MARKER: Z = SEE DESCRIPTION
 EE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0844_SP_SET: STONE
 EE0844_STAMPING: US
 EE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0844+STABILITY: SURFACE MOTION
 EE0844
 EE0844  HISTORY     - Date     Condition        Report By
 EE0844  HISTORY     - UNK      MONUMENTED       DOD
 EE0844  HISTORY     - 1963     GOOD             NGS
 EE0844
 EE0844                          STATION DESCRIPTION
 EE0844
 EE0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0844'3.8 MI W FROM LADDS.
 EE0844'ABOUT 3.8 MILES WESTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD
 EE0844'FROM UNDERPASS OF NO. 156 TENNESSEE HWY. IN LADDS, ABOUT 50
 EE0844'YARDS NW OF CENTER OF EARTH ROAD CROSSING, DIRECTLY OPPOSITE
 EE0844'THE SMALL SHED RAILROAD STATION SHELLMOUND, 81 FEET N OF N
 EE0844'RAIL OF MAIN LINE DOUBLE TRACKS, 6.5 FEET LOWER THAN TOP OF SAME,
 EE0844'36 FEET E OF BENCH MARK M 183, AND A HALF-FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0761 ***********************************************************************
 FD0761  DESIGNATION -  US 43
 FD0761  PID         -  FD0761
 FD0761  STATE/COUNTY-  TN/MAURY
 FD0761  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0761
 FD0761                         *CURRENT SURVEY CONTROL
 FD0761  ___________________________________________________________________
 FD0761* NAD 83(1986)-  35 31 14.     (N)    087 13 01.     (W)     SCALED    
 FD0761* NAVD 88     -       209.085  (meters)     685.97   (feet)  ADJUSTED  
 FD0761  ___________________________________________________________________
 FD0761  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0761  DYNAMIC HT  -         208.895 (meters)     685.35  (feet)  COMP
 FD0761  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 FD0761
 FD0761  VERT ORDER  -  SECOND    CLASS 0
 FD0761
 FD0761.The horizontal coordinates were scaled from a topographic map and have
 FD0761.an estimated accuracy of +/- 6 seconds.
 FD0761
 FD0761.The orthometric height was determined by differential leveling
 FD0761.and adjusted by the National Geodetic Survey in June 1991..
 FD0761
 FD0761.The geoid height was determined by GEOID03.
 FD0761
 FD0761.The dynamic height is computed by dividing the NAVD 88
 FD0761.geopotential number by the normal gravity value computed on the
 FD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0761.degrees latitude (g = 980.6199 gals.).
 FD0761
 FD0761.The modeled gravity was interpolated from observed gravity values.
 FD0761
 FD0761;                    North         East    Units  Estimated Accuracy
 FD0761;SPC TN       -   132,410.      489,620.      MT  (+/- 180 meters Scaled)
 FD0761
 FD0761                          SUPERSEDED SURVEY CONTROL
 FD0761
 FD0761  NGVD 29 (??/??/92)  209.070  (m)          685.92   (f) ADJ UNCH    2 0
 FD0761
 FD0761.Superseded values are not recommended for survey control.
 FD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0761.See file dsdata.txt to determine how the superseded data were derived.
 FD0761
 FD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE803307(NAD 83)
 FD0761_MARKER: DD = SURVEY DISK
 FD0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0761_MARK LOGO: TNHD  
 FD0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0761+STABILITY: SURFACE MOTION
 FD0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0761+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0761
 FD0761  HISTORY     - Date     Condition        Report By
 FD0761  HISTORY     - UNK      MONUMENTED       TNHD
 FD0761  HISTORY     - 1963     GOOD             TNHD
 FD0761  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0761  HISTORY     - 20020514 GOOD             TNDT
 FD0761
 FD0761                          STATION DESCRIPTION
 FD0761
 FD0761'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0761'1.2 MI S FROM MT PLEASANT.
 FD0761'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTH ON U.S. HIGHWAY
 FD0761'43 FOR 1.2 MILES TO A RAILROAD CROSSING AND A ROAD LEADING TO THE
 FD0761'STAUFFER CHEMICAL CO. AND THE MARK ON THE RIGHT.  THE MARK IS
 FD0761'LOCATED 59 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 68
 FD0761'FEET SOUTH OF THE SOUTH RAIL, 48 FEET NORTHEAST OF THE STAUFFER
 FD0761'CHEMICAL CO. SIGN.  THE MARK IS A 2 1/2 BRONZE DISK WITH NO
 FD0761'DESIGNATION, SET IN THE TOP OF 24 IN CONCRETE MONUMENT ABOUT 12
 FD0761'IN BELOW THE SURFACE OF THE GROUND AND COVERED BY A 36 IN DIAMETER
 FD0761'STEEL PLATE.
 FD0761
 FD0761                          STATION RECOVERY (1983)
 FD0761
 FD0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0761'SEARCHED FOR BUT NOT RECOVERED, STAUFFER CHEMICAL PLANT ROAD HAS BEEN
 FD0761'MOVED.
 FD0761
 FD0761                          STATION RECOVERY (2002)
 FD0761
 FD0761'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2574 ***********************************************************************
 GB2574  DESIGNATION -  UT
 GB2574  PID         -  GB2574
 GB2574  STATE/COUNTY-  TN/MORGAN
 GB2574  USGS QUAD   -  PETROS (1979)
 GB2574
 GB2574                         *CURRENT SURVEY CONTROL
 GB2574  ___________________________________________________________________
 GB2574* NAD 83(1995)-  36 03 05.81246(N)    084 26 55.94344(W)     ADJUSTED  
 GB2574* NAVD 88     -       546.8    (meters)    1794.     (feet)  VERTCON   
 GB2574  ___________________________________________________________________
 GB2574  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 GB2574  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB2574
 GB2574  HORZ ORDER  -  SECOND
 GB2574
 GB2574.The horizontal coordinates were established by classical geodetic methods
 GB2574.and adjusted by the National Geodetic Survey in April 1999..
 GB2574
 GB2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2574
 GB2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2574
 GB2574.The geoid height was determined by GEOID03.
 GB2574
 GB2574;                    North         East     Units Scale Factor Converg.
 GB2574;SPC TN       -   191,749.807   739,752.065   MT  0.99995558   +0 54 29.1
 GB2574;SPC TN       -   629,099.16  2,427,003.23   sFT  0.99995558   +0 54 29.1
 GB2574;UTM  16      - 3,992,685.284   729,800.611   MT  1.00025074   +1 30 07.3
 GB2574
 GB2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2574!SPC TN       -   0.99991887  x   0.99995558  =   0.99987445
 GB2574!UTM  16      -   0.99991887  x   1.00025074  =   1.00016959
 GB2574
 GB2574:                Primary Azimuth Mark                     Grid Az
 GB2574:SPC TN       -  STEPH                                    002 02 26.2
 GB2574:UTM  16      -  STEPH                                    001 26 48.0
 GB2574
 GB2574|---------------------------------------------------------------------|
 GB2574| PID    Reference Object                     Distance      Geod. Az  |
 GB2574|                                                           dddmmss.s |
 GB2574| GB2572 STEPH                               APPROX. 1.2 KM 0025655.3 |
 GB2574| DC2656 UT RM 1                              11.775 METERS 13502     |
 GB2574| DC2657 UT RM 2                               9.899 METERS 24430     |
 GB2574|---------------------------------------------------------------------|
 GB2574
 GB2574                          SUPERSEDED SURVEY CONTROL
 GB2574
 GB2574  NAD 83(1995)-  36 03 05.81911(N)    084 26 55.94362(W) AD(       ) 2
 GB2574  NAD 83(1995)-  36 03 05.82061(N)    084 26 55.94273(W) AD(       ) 2
 GB2574  NAD 83(1986)-  36 03 05.82503(N)    084 26 55.94192(W) AD(       ) 2
 GB2574  NAD 27      -  36 03 05.54853(N)    084 26 56.18754(W) AD(       ) 2
 GB2574  NGVD 29 (07/19/86)  546.9    (m)         1794.     (f) VERT ANG       
 GB2574
 GB2574.Superseded values are not recommended for survey control.
 GB2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2574.See file dsdata.txt to determine how the superseded data were derived.
 GB2574
 GB2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2980192685(NAD 83)
 GB2574_MARKER: DD = SURVEY DISK
 GB2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2574
 GB2574  HISTORY     - Date     Condition        Report By
 GB2574  HISTORY     - 1965     MONUMENTED       TNHD
 GB2574
 GB2574                          STATION DESCRIPTION
 GB2574
 GB2574'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2574'THE STATION IS ABOUT 5-1/2 MILES WEST OF OLIVER SPRINGS.
 GB2574'
 GB2574'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2574'ROUTE 62 IN OLIVER
 GB2574'SPRINGS, GO WESTERLY ON STATE ROUTE 62 FOR 7.35
 GB2574'MILES TO A SIDE ROAD ON THE LEFT AT A
 GB2574'COAL TIPPLE, TURN SHARP LEFT
 GB2574'AND GO 0.25 MILE SOUTH ON THE GRAVELED ROAD TO A FORK.
 GB2574'TAKE THE
 GB2574'RIGHT FORK, PASSING THROUGH A CABLE ACROSS THE ROAD AND GO 1.1 MILES
 GB2574'UPHILL TO THE
 GB2574'STATION ON THE RIGHT NEAR A TRIANGLE-BLAZED PINE TREE.
 GB2574'
 GB2574'THE STATION MARK IS 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB2574'THE TRACK ROAD AND
 GB2574'5 FEET WEST OF THE 12-INCH TRIANGLE-BLAZED PINE
 GB2574'TREE.  THE SURFACE AND UNDERGROUND
 GB2574'MARKS ARE STANDARD TENNESSEE
 GB2574'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED UT
 GB2574'1965.  THE
 GB2574'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2574'DISK IS SET IN A
 GB2574'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2574'
 GB2574'REFERENCE MARK NO. 1 IS 18 FEET SOUTHWEST OF A 6-INCH PINE TREE, 16
 GB2574'FEET SOUTHEAST OF
 GB2574'THE APPROXIMATE CENTER OF THE TRACK ROAD, 15 FEET
 GB2574'WEST OF A 10-INCH OAK TREE AND 2
 GB2574'FEET NORTHWEST OF THE EDGE OF THE
 GB2574'BANK OF A ROAD FILL.  IT IS A STANDARD TENNESSEE
 GB2574'HIGHWAY DEPARTMENT
 GB2574'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2574'IS STAMPED UT
 GB2574'RM-1 1965.
 GB2574'
 GB2574'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2574'OF THE TRACK ROAD
 GB2574'AND 2 FEET SOUTHEAST OF A TWIN-TRUNKED ELM TREE.
 GB2574'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2574'DEPARTMENT DISK SET IN A 10-INCH
 GB2574'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2574'STAMPED UT RM-2
 GB2574'1965.
 GB2574'
 GB2574'TRAVERSE STATION STEPH AND/OR CHAT WILL SERVE AS THE AZIMUTH MARK.
 GB2574'SEE DESCRIPTION
 GB2574'THEREOF.
 GB2574'
 GB2574'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2574'
 GB2574'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1000 ***********************************************************************
 FE1000  DESIGNATION -  UUU 12
 FE1000  PID         -  FE1000
 FE1000  STATE/COUNTY-  TN/HARDEMAN
 FE1000  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1000
 FE1000                         *CURRENT SURVEY CONTROL
 FE1000  ___________________________________________________________________
 FE1000* NAD 83(1986)-  35 02 47.     (N)    089 08 47.     (W)     SCALED    
 FE1000* NAVD 88     -       174.199  (meters)     571.52   (feet)  ADJUSTED  
 FE1000  ___________________________________________________________________
 FE1000  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE1000  DYNAMIC HT  -         174.034 (meters)     570.98  (feet)  COMP
 FE1000  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FE1000
 FE1000  VERT ORDER  -  FIRST     CLASS II
 FE1000
 FE1000.The horizontal coordinates were scaled from a topographic map and have
 FE1000.an estimated accuracy of +/- 6 seconds.
 FE1000
 FE1000.The orthometric height was determined by differential leveling
 FE1000.and adjusted by the National Geodetic Survey in June 1991..
 FE1000
 FE1000.The geoid height was determined by GEOID03.
 FE1000
 FE1000.The dynamic height is computed by dividing the NAVD 88
 FE1000.geopotential number by the normal gravity value computed on the
 FE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1000.degrees latitude (g = 980.6199 gals.).
 FE1000
 FE1000.The modeled gravity was interpolated from observed gravity values.
 FE1000
 FE1000;                    North         East    Units  Estimated Accuracy
 FE1000;SPC TN       -    83,730.      312,970.      MT  (+/- 180 meters Scaled)
 FE1000
 FE1000                          SUPERSEDED SURVEY CONTROL
 FE1000
 FE1000  NGVD 29 (??/??/??)  174.142  (m)          571.33   (f) ADJUSTED    1 2
 FE1000
 FE1000.Superseded values are not recommended for survey control.
 FE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1000.See file dsdata.txt to determine how the superseded data were derived.
 FE1000
 FE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD042802(NAD 83)
 FE1000_MARKER: DB = BENCH MARK DISK
 FE1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1000_SP_SET: CULVERT
 FE1000_STAMPING: UUU 12 1934
 FE1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1000
 FE1000  HISTORY     - Date     Condition        Report By
 FE1000  HISTORY     - 1934     MONUMENTED       CGS
 FE1000  HISTORY     - 1944     POOR             CGS
 FE1000
 FE1000                          STATION DESCRIPTION
 FE1000
 FE1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1000'2.2 MI E FROM GRAND JUNCTION.
 FE1000'2.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1000'GRAND JUNCTION, HARDEMAN COUNTY, AT A CULVERT, IN THE TOP OF THE
 FE1000'NORTH END OF THE EAST HEAD WALL, AND 14 FEET SOUTH OF THE
 FE1000'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED UUU 12 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0463 ***********************************************************************
 FE0463  DESIGNATION -  UUUU 12
 FE0463  PID         -  FE0463
 FE0463  STATE/COUNTY-  TN/HARDEMAN
 FE0463  USGS QUAD   -  POCAHONTAS (1950)
 FE0463
 FE0463                         *CURRENT SURVEY CONTROL
 FE0463  ___________________________________________________________________
 FE0463* NAD 83(1986)-  35 03 38.     (N)    088 51 22.     (W)     SCALED    
 FE0463* NAVD 88     -       123.902  (meters)     406.50   (feet)  ADJUSTED  
 FE0463  ___________________________________________________________________
 FE0463  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0463  DYNAMIC HT  -         123.784 (meters)     406.11  (feet)  COMP
 FE0463  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FE0463
 FE0463  VERT ORDER  -  SECOND    CLASS 0
 FE0463
 FE0463.The horizontal coordinates were scaled from a topographic map and have
 FE0463.an estimated accuracy of +/- 6 seconds.
 FE0463
 FE0463.The orthometric height was determined by differential leveling
 FE0463.and adjusted by the National Geodetic Survey in June 1991..
 FE0463
 FE0463.The geoid height was determined by GEOID03.
 FE0463
 FE0463.The dynamic height is computed by dividing the NAVD 88
 FE0463.geopotential number by the normal gravity value computed on the
 FE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0463.degrees latitude (g = 980.6199 gals.).
 FE0463
 FE0463.The modeled gravity was interpolated from observed gravity values.
 FE0463
 FE0463;                    North         East    Units  Estimated Accuracy
 FE0463;SPC TN       -    84,490.      339,490.      MT  (+/- 180 meters Scaled)
 FE0463
 FE0463                          SUPERSEDED SURVEY CONTROL
 FE0463
 FE0463  NGVD 29 (??/??/??)  123.876  (m)          406.42   (f) ADJUSTED    2 0
 FE0463
 FE0463.Superseded values are not recommended for survey control.
 FE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0463.See file dsdata.txt to determine how the superseded data were derived.
 FE0463
 FE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD307813(NAD 83)
 FE0463_MARKER: DB = BENCH MARK DISK
 FE0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0463_SP_SET: SIGNAL BASE
 FE0463_STAMPING: UUUU 12 1934
 FE0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0463
 FE0463  HISTORY     - Date     Condition        Report By
 FE0463  HISTORY     - 1934     MONUMENTED       CGS
 FE0463  HISTORY     - 1944     MARK NOT FOUND   CGS
 FE0463  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0463
 FE0463                          STATION DESCRIPTION
 FE0463
 FE0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0463'1.8 MI E FROM MIDDLETON.
 FE0463'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM MIDDLETON, HARDEMAN
 FE0463'COUNTY, AT BLOCK SIGNAL 4806 A, IN THE TOP OF THE BASE, AND
 FE0463'10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 FE0463'STAMPED UUUU 12 1934.
 FE0463
 FE0463                          STATION RECOVERY (1983)
 FE0463
 FE0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0463'NOT RECOVERED.  PROBABLY DESTROYED WITH OLD SEMAPHORE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0151 ***********************************************************************
 FC0151  DESIGNATION -  V 10
 FC0151  PID         -  FC0151
 FC0151  STATE/COUNTY-  TN/BLOUNT
 FC0151  USGS QUAD   -  BINFIELD (1990)
 FC0151
 FC0151                         *CURRENT SURVEY CONTROL
 FC0151  ___________________________________________________________________
 FC0151* NAD 83(1986)-  35 38 50.     (N)    084 01 42.     (W)     SCALED    
 FC0151* NAVD 88     -       284.935  (meters)     934.82   (feet)  ADJUSTED  
 FC0151  ___________________________________________________________________
 FC0151  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0151  DYNAMIC HT  -         284.664 (meters)     933.94  (feet)  COMP
 FC0151  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FC0151
 FC0151  VERT ORDER  -  FIRST     CLASS II
 FC0151
 FC0151.The horizontal coordinates were scaled from a topographic map and have
 FC0151.an estimated accuracy of +/- 6 seconds.
 FC0151
 FC0151.The orthometric height was determined by differential leveling
 FC0151.and adjusted by the National Geodetic Survey in June 1991..
 FC0151
 FC0151.The geoid height was determined by GEOID03.
 FC0151
 FC0151.The dynamic height is computed by dividing the NAVD 88
 FC0151.geopotential number by the normal gravity value computed on the
 FC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0151.degrees latitude (g = 980.6199 gals.).
 FC0151
 FC0151.The modeled gravity was interpolated from observed gravity values.
 FC0151
 FC0151;                    North         East    Units  Estimated Accuracy
 FC0151;SPC TN       -   147,570.      778,540.      MT  (+/- 180 meters Scaled)
 FC0151
 FC0151                          SUPERSEDED SURVEY CONTROL
 FC0151
 FC0151  NGVD 29 (??/??/92)  285.054  (m)          935.21   (f) ADJ UNCH    1 2
 FC0151
 FC0151.Superseded values are not recommended for survey control.
 FC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0151.See file dsdata.txt to determine how the superseded data were derived.
 FC0151
 FC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE690488(NAD 83)
 FC0151_MARKER: DB = BENCH MARK DISK
 FC0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0151_SP_SET: BRIDGE BALUSTRADE
 FC0151_STAMPING: 935.425 V 10 1932
 FC0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0151
 FC0151  HISTORY     - Date     Condition        Report By
 FC0151  HISTORY     - 1932     MONUMENTED       CGS
 FC0151  HISTORY     - 1934     GOOD             NGS
 FC0151  HISTORY     - 1983     GOOD             NGS
 FC0151
 FC0151                          STATION DESCRIPTION
 FC0151
 FC0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0151'1 MI N FROM MINT.
 FC0151'1.0 MILE NORTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FC0151'STATION AT MINT, BLOUNT COUNTY, 160 FEET NORTH OF THE TRACK,
 FC0151'AT A CONCRETE HIGHWAY BRIDGE, AND IN THE TOP OF THE SOUTH END OF
 FC0151'THE WEST BALUSTRADE.  A STANDARD DISK, STAMPED 935.425 V 10 1932.
 FC0151
 FC0151                          STATION RECOVERY (1983)
 FC0151
 FC0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0545 ***********************************************************************
 GA0545  DESIGNATION -  V 100
 GA0545  PID         -  GA0545
 GA0545  STATE/COUNTY-  TN/WASHINGTON
 GA0545  USGS QUAD   -  JONESBOROUGH (1968)
 GA0545
 GA0545                         *CURRENT SURVEY CONTROL
 GA0545  ___________________________________________________________________
 GA0545* NAD 83(1986)-  36 21 51.     (N)    082 28 45.     (W)     SCALED    
 GA0545* NAVD 88     -       541.216  (meters)    1775.64   (feet)  ADJUSTED  
 GA0545  ___________________________________________________________________
 GA0545  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0545  DYNAMIC HT  -         540.706 (meters)    1773.97  (feet)  COMP
 GA0545  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 GA0545
 GA0545  VERT ORDER  -  SECOND    CLASS 0
 GA0545
 GA0545.The horizontal coordinates were scaled from a topographic map and have
 GA0545.an estimated accuracy of +/- 6 seconds.
 GA0545
 GA0545.The orthometric height was determined by differential leveling
 GA0545.and adjusted by the National Geodetic Survey in June 1991..
 GA0545
 GA0545.The geoid height was determined by GEOID03.
 GA0545
 GA0545.The dynamic height is computed by dividing the NAVD 88
 GA0545.geopotential number by the normal gravity value computed on the
 GA0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0545.degrees latitude (g = 980.6199 gals.).
 GA0545
 GA0545.The modeled gravity was interpolated from observed gravity values.
 GA0545
 GA0545;                    North         East    Units  Estimated Accuracy
 GA0545;SPC TN       -   231,010.      915,910.      MT  (+/- 180 meters Scaled)
 GA0545
 GA0545                          SUPERSEDED SURVEY CONTROL
 GA0545
 GA0545  NGVD 29 (??/??/92)  541.359  (m)         1776.11   (f) ADJ UNCH    2 0
 GA0545
 GA0545.Superseded values are not recommended for survey control.
 GA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0545.See file dsdata.txt to determine how the superseded data were derived.
 GA0545
 GA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA672253(NAD 83)
 GA0545_MARKER: DB = BENCH MARK DISK
 GA0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0545_STAMPING: V 100 1935
 GA0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0545+STABILITY: SURFACE MOTION
 GA0545
 GA0545  HISTORY     - Date     Condition        Report By
 GA0545  HISTORY     - 1935     MONUMENTED       CGS
 GA0545
 GA0545                          STATION DESCRIPTION
 GA0545
 GA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0545'2.9 MI W FROM BOONE.
 GA0545'2.9 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM
 GA0545'THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE,
 GA0545'WASHINGTON COUNTY, AT THE JUNCTION OF THE KEEBERS CROSSING ROAD,
 GA0545'27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13 FEET SOUTHEAST
 GA0545'OF A 14-INCH LOCUST TREE, 7 FEET EAST OF A 12-INCH LOCUST TREE,
 GA0545'AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0545'V 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0510 ***********************************************************************
 GA0510  DESIGNATION -  V 101
 GA0510  PID         -  GA0510
 GA0510  STATE/COUNTY-  TN/SULLIVAN
 GA0510  USGS QUAD   -  BOONE DAM (1968)
 GA0510
 GA0510                         *CURRENT SURVEY CONTROL
 GA0510  ___________________________________________________________________
 GA0510* NAD 83(1986)-  36 28 46.     (N)    082 25 33.     (W)     SCALED    
 GA0510* NAVD 88     -       488.523  (meters)    1602.76   (feet)  ADJUSTED  
 GA0510  ___________________________________________________________________
 GA0510  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0510  DYNAMIC HT  -         488.070 (meters)    1601.28  (feet)  COMP
 GA0510  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA0510
 GA0510  VERT ORDER  -  SECOND    CLASS 0
 GA0510
 GA0510.The horizontal coordinates were scaled from a topographic map and have
 GA0510.an estimated accuracy of +/- 6 seconds.
 GA0510
 GA0510.The orthometric height was determined by differential leveling
 GA0510.and adjusted by the National Geodetic Survey in June 1991..
 GA0510.WARNING-Repeat measurements at this control monument indicate possible
 GA0510.vertical movement.
 GA0510
 GA0510.The geoid height was determined by GEOID03.
 GA0510
 GA0510.The dynamic height is computed by dividing the NAVD 88
 GA0510.geopotential number by the normal gravity value computed on the
 GA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0510.degrees latitude (g = 980.6199 gals.).
 GA0510
 GA0510.The modeled gravity was interpolated from observed gravity values.
 GA0510
 GA0510;                    North         East    Units  Estimated Accuracy
 GA0510;SPC TN       -   243,960.      920,230.      MT  (+/- 180 meters Scaled)
 GA0510
 GA0510                          SUPERSEDED SURVEY CONTROL
 GA0510
 GA0510  NGVD 29 (05/30/89)  488.664  (m)         1603.23   (f) ADJUSTED    2 0
 GA0510
 GA0510.Superseded values are not recommended for survey control.
 GA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0510.See file dsdata.txt to determine how the superseded data were derived.
 GA0510
 GA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA722380(NAD 83)
 GA0510_MARKER: DB = BENCH MARK DISK
 GA0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0510_SP_SET: CONCRETE POST
 GA0510_STAMPING: V 101 1935
 GA0510_MARK LOGO: CGS   
 GA0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0510+STABILITY: SURFACE MOTION
 GA0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0510+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1975
 GA0510
 GA0510  HISTORY     - Date     Condition        Report By
 GA0510  HISTORY     - 1935     MONUMENTED       CGS
 GA0510  HISTORY     - 1971     GOOD             NGS
 GA0510  HISTORY     - 19750512 GOOD             CGS
 GA0510
 GA0510                          STATION DESCRIPTION
 GA0510
 GA0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0510'1.9 MI SW FROM HOLSTON.
 GA0510'1.9 MILES SOUTHWEST ALONG THE OLD BRISTOL ROAD FROM THE POST
 GA0510'OFFICE AT HOLSTON, SULLIVAN COUNTY, 20 FEET SOUTHWEST OF THE
 GA0510'CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST OF A LARGE POPLAR
 GA0510'TREE, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0510'V 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0510
 GA0510                          STATION RECOVERY (1971)
 GA0510
 GA0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GA0510'RECOVERED IN GOOD CONDITION.
 GA0510
 GA0510                          STATION RECOVERY (1975)
 GA0510
 GA0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 GA0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0200 ***********************************************************************
 GA0200  DESIGNATION -  V 102
 GA0200  PID         -  GA0200
 GA0200  STATE/COUNTY-  TN/SULLIVAN
 GA0200  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0200
 GA0200                         *CURRENT SURVEY CONTROL
 GA0200  ___________________________________________________________________
 GA0200* NAD 83(1986)-  36 35 38.     (N)    082 02 49.     (W)     SCALED    
 GA0200* NAVD 88     -       556.462  (meters)    1825.66   (feet)  ADJUSTED  
 GA0200  ___________________________________________________________________
 GA0200  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0200  DYNAMIC HT  -         555.950 (meters)    1823.98  (feet)  COMP
 GA0200  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 GA0200
 GA0200  VERT ORDER  -  SECOND    CLASS 0
 GA0200
 GA0200.The horizontal coordinates were scaled from a topographic map and have
 GA0200.an estimated accuracy of +/- 6 seconds.
 GA0200
 GA0200.The orthometric height was determined by differential leveling
 GA0200.and adjusted by the National Geodetic Survey in June 1991..
 GA0200
 GA0200.The geoid height was determined by GEOID03.
 GA0200
 GA0200.The dynamic height is computed by dividing the NAVD 88
 GA0200.geopotential number by the normal gravity value computed on the
 GA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0200.degrees latitude (g = 980.6199 gals.).
 GA0200
 GA0200.The modeled gravity was interpolated from observed gravity values.
 GA0200
 GA0200;                    North         East    Units  Estimated Accuracy
 GA0200;SPC TN       -   257,960.      953,650.      MT  (+/- 180 meters Scaled)
 GA0200
 GA0200                          SUPERSEDED SURVEY CONTROL
 GA0200
 GA0200  NGVD 29 (??/??/92)  556.574  (m)         1826.03   (f) ADJ UNCH    2 0
 GA0200
 GA0200.Superseded values are not recommended for survey control.
 GA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0200.See file dsdata.txt to determine how the superseded data were derived.
 GA0200
 GA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA063503(NAD 83)
 GA0200_MARKER: DB = BENCH MARK DISK
 GA0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0200_STAMPING: V 102 1935
 GA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0200+STABILITY: SURFACE MOTION
 GA0200
 GA0200  HISTORY     - Date     Condition        Report By
 GA0200  HISTORY     - 1935     MONUMENTED       CGS
 GA0200
 GA0200                          STATION DESCRIPTION
 GA0200
 GA0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0200'1.5 MI NE FROM HOLSTON VALLEY.
 GA0200'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0200'AT HOLSTON VALLEY, SULLIVAN COUNTY, THENCE 0.9 MILE NORTHEAST
 GA0200'ALONG STATE HIGHWAY 44, 57 YARDS SOUTH OF THE TENNESSEE-VIRGINIA
 GA0200'STATE LINE, 17.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0200'17.3 FEET SOUTH OF A GATE TO A FIELD, 1.2 FEET INSIDE A FENCE LINE,
 GA0200'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED V 102 1935
 GA0200'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 GA0200'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0973 ***********************************************************************
 FZ0973  DESIGNATION -  V 103
 FZ0973  PID         -  FZ0973
 FZ0973  STATE/COUNTY-  TN/JOHNSON
 FZ0973  USGS QUAD   -  DOE (1969)
 FZ0973
 FZ0973                         *CURRENT SURVEY CONTROL
 FZ0973  ___________________________________________________________________
 FZ0973* NAD 83(1986)-  36 23 12.     (N)    081 58 02.     (W)     SCALED    
 FZ0973* NAVD 88     -       622.085  (meters)    2040.96   (feet)  ADJUSTED  
 FZ0973  ___________________________________________________________________
 FZ0973  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ0973  DYNAMIC HT  -         621.468 (meters)    2038.93  (feet)  COMP
 FZ0973  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 FZ0973
 FZ0973  VERT ORDER  -  SECOND    CLASS 0
 FZ0973
 FZ0973.The horizontal coordinates were scaled from a topographic map and have
 FZ0973.an estimated accuracy of +/- 6 seconds.
 FZ0973
 FZ0973.The orthometric height was determined by differential leveling
 FZ0973.and adjusted by the National Geodetic Survey in June 1991..
 FZ0973
 FZ0973.The geoid height was determined by GEOID03.
 FZ0973
 FZ0973.The dynamic height is computed by dividing the NAVD 88
 FZ0973.geopotential number by the normal gravity value computed on the
 FZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0973.degrees latitude (g = 980.6199 gals.).
 FZ0973
 FZ0973.The modeled gravity was interpolated from observed gravity values.
 FZ0973
 FZ0973;                    North         East    Units  Estimated Accuracy
 FZ0973;SPC TN       -   235,270.      961,720.      MT  (+/- 180 meters Scaled)
 FZ0973
 FZ0973                          SUPERSEDED SURVEY CONTROL
 FZ0973
 FZ0973  NGVD 29 (??/??/92)  622.177  (m)         2041.26   (f) ADJ UNCH    2 0
 FZ0973
 FZ0973.Superseded values are not recommended for survey control.
 FZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0973.See file dsdata.txt to determine how the superseded data were derived.
 FZ0973
 FZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA132272(NAD 83)
 FZ0973_MARKER: DB = BENCH MARK DISK
 FZ0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0973_STAMPING: V 103 1935
 FZ0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0973+STABILITY: SURFACE MOTION
 FZ0973
 FZ0973  HISTORY     - Date     Condition        Report By
 FZ0973  HISTORY     - 1935     MONUMENTED       CGS
 FZ0973  HISTORY     - 1957     GOOD             NGS
 FZ0973
 FZ0973                          STATION DESCRIPTION
 FZ0973
 FZ0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FZ0973'2 MI NW FROM DOEVILLE POST OFFICE.
 FZ0973'2.0 MILES NORTHWEST ALONG A COUNTY ROAD FROM DOEVILLE POST OFFICE,
 FZ0973'JOHNSON COUNTY, AT LITTLE DOE BAPTIST CHURCH, 37 YARDS NORTHWEST
 FZ0973'OF THE CHURCH ENTRANCE, 25 FEET NORTHEAST OF THE CENTERLINE OF
 FZ0973'THE ROAD, IN THE NORTHWEST CORNER OF THE CHURCHYARD, AT A FENCE
 FZ0973'LINE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FZ0973'V 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1021 ***********************************************************************
 FZ1021  DESIGNATION -  V 104
 FZ1021  PID         -  FZ1021
 FZ1021  STATE/COUNTY-  TN/JOHNSON
 FZ1021  USGS QUAD   -  ELK MILLS (1994)
 FZ1021
 FZ1021                         *CURRENT SURVEY CONTROL
 FZ1021  ___________________________________________________________________
 FZ1021* NAD 83(1986)-  36 19 33.     (N)    081 57 14.     (W)     SCALED    
 FZ1021* NAVD 88     -       681.365  (meters)    2235.45   (feet)  ADJUSTED  
 FZ1021  ___________________________________________________________________
 FZ1021  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FZ1021  DYNAMIC HT  -         680.675 (meters)    2233.18  (feet)  COMP
 FZ1021  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 FZ1021
 FZ1021  VERT ORDER  -  SECOND    CLASS 0
 FZ1021
 FZ1021.The horizontal coordinates were scaled from a topographic map and have
 FZ1021.an estimated accuracy of +/- 6 seconds.
 FZ1021
 FZ1021.The orthometric height was determined by differential leveling
 FZ1021.and adjusted by the National Geodetic Survey in June 1991..
 FZ1021
 FZ1021.The geoid height was determined by GEOID03.
 FZ1021
 FZ1021.The dynamic height is computed by dividing the NAVD 88
 FZ1021.geopotential number by the normal gravity value computed on the
 FZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1021.degrees latitude (g = 980.6199 gals.).
 FZ1021
 FZ1021.The modeled gravity was interpolated from observed gravity values.
 FZ1021
 FZ1021;                    North         East    Units  Estimated Accuracy
 FZ1021;SPC TN       -   228,580.      963,200.      MT  (+/- 180 meters Scaled)
 FZ1021
 FZ1021                          SUPERSEDED SURVEY CONTROL
 FZ1021
 FZ1021  NGVD 29 (??/??/92)  681.472  (m)         2235.80   (f) ADJ UNCH    2 0
 FZ1021
 FZ1021.Superseded values are not recommended for survey control.
 FZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1021.See file dsdata.txt to determine how the superseded data were derived.
 FZ1021
 FZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA143205(NAD 83)
 FZ1021_MARKER: DB = BENCH MARK DISK
 FZ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1021_STAMPING: V 104 1935
 FZ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1021+STABILITY: SURFACE MOTION
 FZ1021
 FZ1021  HISTORY     - Date     Condition        Report By
 FZ1021  HISTORY     - 1935     MONUMENTED       CGS
 FZ1021  HISTORY     - 1959     MARK NOT FOUND   NGS
 FZ1021
 FZ1021                          STATION DESCRIPTION
 FZ1021
 FZ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1021'2.3 MI SE FROM BUTLER.
 FZ1021'2.3 MILES SOUTHEAST ALONG THE DRY HILL ROAD FROM THE JUNCTION
 FZ1021'OF A COUNTY ROAD 1 MILE EAST OF BUTLER, JOHNSON COUNTY, 700
 FZ1021'FEET SOUTH OF AN OLD FARM BUILDING, 500 FEET NORTH OF A LONE
 FZ1021'36-INCH PINE TREE, 450 FEET NORTHWEST OF A SMALL LOCUST GROVE,
 FZ1021'400 FEET NORTHEAST OF A LONE 30-INCH POPLAR TREE, AT THE JUNCTION
 FZ1021'OF A ROAD LEADING NORTH TO BRADLEY SCHOOL, AT A FENCE CORNER,
 FZ1021'25 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 17.4 FEET
 FZ1021'EAST OF A POLE, IN A NORTHEAST-AND-SOUTHWEST FENCE LINE, AND
 FZ1021'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED V 104 1935 AND
 FZ1021'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0811 ***********************************************************************
 GA0811  DESIGNATION -  V 105
 GA0811  PID         -  GA0811
 GA0811  STATE/COUNTY-  TN/GREENE
 GA0811  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0811
 GA0811                         *CURRENT SURVEY CONTROL
 GA0811  ___________________________________________________________________
 GA0811* NAD 83(1986)-  36 21 26.     (N)    082 39 29.     (W)     SCALED    
 GA0811* NAVD 88     -       495.849  (meters)    1626.80   (feet)  ADJUSTED  
 GA0811  ___________________________________________________________________
 GA0811  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0811  DYNAMIC HT  -         495.380 (meters)    1625.26  (feet)  COMP
 GA0811  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 GA0811
 GA0811  VERT ORDER  -  SECOND    CLASS 0
 GA0811
 GA0811.The horizontal coordinates were scaled from a topographic map and have
 GA0811.an estimated accuracy of +/- 6 seconds.
 GA0811
 GA0811.The orthometric height was determined by differential leveling
 GA0811.and adjusted by the National Geodetic Survey in June 1991..
 GA0811
 GA0811.The geoid height was determined by GEOID03.
 GA0811
 GA0811.The dynamic height is computed by dividing the NAVD 88
 GA0811.geopotential number by the normal gravity value computed on the
 GA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0811.degrees latitude (g = 980.6199 gals.).
 GA0811
 GA0811.The modeled gravity was interpolated from observed gravity values.
 GA0811
 GA0811;                    North         East    Units  Estimated Accuracy
 GA0811;SPC TN       -   229,670.      899,900.      MT  (+/- 180 meters Scaled)
 GA0811
 GA0811                          SUPERSEDED SURVEY CONTROL
 GA0811
 GA0811  NGVD 29 (??/??/92)  495.989  (m)         1627.26   (f) ADJ UNCH    2 0
 GA0811
 GA0811.Superseded values are not recommended for survey control.
 GA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0811.See file dsdata.txt to determine how the superseded data were derived.
 GA0811
 GA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA512248(NAD 83)
 GA0811_MARKER: DB = BENCH MARK DISK
 GA0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0811_STAMPING: V 105 1935
 GA0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0811+STABILITY: SURFACE MOTION
 GA0811
 GA0811  HISTORY     - Date     Condition        Report By
 GA0811  HISTORY     - 1935     MONUMENTED       CGS
 GA0811
 GA0811                          STATION DESCRIPTION
 GA0811
 GA0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0811'6.1 MI SW FROM FALL BRANCH.
 GA0811'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0811'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 2.9 MILES SOUTHWEST
 GA0811'ALONG STATE HIGHWAY 93, 15 YARDS SOUTHEAST OF THE JUNCTION OF
 GA0811'A ROAD LEADING NORTHWEST, 15 YARDS NORTHEAST OF THE NORTHEAST
 GA0811'CORNER OF BETHSEDA PRESBYTERIAN CHURCH, 11 YARDS SOUTH OF THE
 GA0811'CENTER LINE OF THE ROAD, 14 YARDS SOUTHEAST OF A 29-INCH ELM
 GA0811'TREE, 2 FEET WEST OF A CEMETERY FENCE, AND 4 FEET HIGHER THAN
 GA0811'THE HIGHWAY.  A STANDARD DISK, STAMPED V 105 1935 AND SET IN THE
 GA0811'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0881 ***********************************************************************
 GA0881  DESIGNATION -  V 106
 GA0881  PID         -  GA0881
 GA0881  STATE/COUNTY-  TN/GREENE
 GA0881  USGS QUAD   -  GREENEVILLE (1961)
 GA0881
 GA0881                         *CURRENT SURVEY CONTROL
 GA0881  ___________________________________________________________________
 GA0881* NAD 83(1986)-  36 14 42.     (N)    082 49 58.     (W)     SCALED    
 GA0881* NAVD 88     -       391.064  (meters)    1283.02   (feet)  ADJUSTED  
 GA0881  ___________________________________________________________________
 GA0881  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0881  DYNAMIC HT  -         390.699 (meters)    1281.82  (feet)  COMP
 GA0881  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 GA0881
 GA0881  VERT ORDER  -  SECOND    CLASS 0
 GA0881
 GA0881.The horizontal coordinates were scaled from a topographic map and have
 GA0881.an estimated accuracy of +/- 6 seconds.
 GA0881
 GA0881.The orthometric height was determined by differential leveling
 GA0881.and adjusted by the National Geodetic Survey in June 1991..
 GA0881
 GA0881.The geoid height was determined by GEOID03.
 GA0881
 GA0881.The dynamic height is computed by dividing the NAVD 88
 GA0881.geopotential number by the normal gravity value computed on the
 GA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0881.degrees latitude (g = 980.6199 gals.).
 GA0881
 GA0881.The modeled gravity was interpolated from observed gravity values.
 GA0881
 GA0881;                    North         East    Units  Estimated Accuracy
 GA0881;SPC TN       -   216,710.      884,630.      MT  (+/- 180 meters Scaled)
 GA0881
 GA0881                          SUPERSEDED SURVEY CONTROL
 GA0881
 GA0881  NGVD 29 (??/??/92)  391.203  (m)         1283.47   (f) ADJ UNCH    2 0
 GA0881
 GA0881.Superseded values are not recommended for survey control.
 GA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0881.See file dsdata.txt to determine how the superseded data were derived.
 GA0881
 GA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA353126(NAD 83)
 GA0881_MARKER: DB = BENCH MARK DISK
 GA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0881_STAMPING: V 106 1935
 GA0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0881+STABILITY: SURFACE MOTION
 GA0881
 GA0881  HISTORY     - Date     Condition        Report By
 GA0881  HISTORY     - 1935     MONUMENTED       CGS
 GA0881  HISTORY     - 1955     GOOD             TVA
 GA0881
 GA0881                          STATION DESCRIPTION
 GA0881
 GA0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0881'5.1 MI SW FROM LOCUST SPRING.
 GA0881'5.1 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF
 GA0881'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE
 GA0881'JUNCTION OF A ROAD LEADING SOUTHEAST, 50 YARDS NORTHEAST OF THE
 GA0881'NORTHWEST CORNER OF THE J.A. STINE RESIDENCE, 36 FEET SOUTHEAST
 GA0881'OF THE CENTERLINE OF THE ALBANY ROAD, 21 FEET SOUTHWEST OF THE
 GA0881'CENTERLINE OF THE ROAD LEADING SOUTH EAST, 6 INCHES HIGHER THAN
 GA0881'THE ROAD, AND 1 FOOT SOUTHEAST OF STEEL WITNESS POST.  A STANDARD
 GA0881'DISK, STAMPED V 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0881
 GA0881                          STATION RECOVERY (1955)
 GA0881
 GA0881'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0948 ***********************************************************************
 GA0948  DESIGNATION -  V 107
 GA0948  PID         -  GA0948
 GA0948  STATE/COUNTY-  TN/WASHINGTON
 GA0948  USGS QUAD   -  LEESBURG (1971)
 GA0948
 GA0948                         *CURRENT SURVEY CONTROL
 GA0948  ___________________________________________________________________
 GA0948* NAD 83(1986)-  36 19 04.     (N)    082 32 41.     (W)     SCALED    
 GA0948* NAVD 88     -       453.444  (meters)    1487.67   (feet)  ADJUSTED  
 GA0948  ___________________________________________________________________
 GA0948  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0948  DYNAMIC HT  -         453.015 (meters)    1486.27  (feet)  COMP
 GA0948  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 GA0948
 GA0948  VERT ORDER  -  SECOND    CLASS 0
 GA0948
 GA0948.The horizontal coordinates were scaled from a topographic map and have
 GA0948.an estimated accuracy of +/- 6 seconds.
 GA0948
 GA0948.The orthometric height was determined by differential leveling
 GA0948.and adjusted by the National Geodetic Survey in June 1991..
 GA0948
 GA0948.The geoid height was determined by GEOID03.
 GA0948
 GA0948.The dynamic height is computed by dividing the NAVD 88
 GA0948.geopotential number by the normal gravity value computed on the
 GA0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0948.degrees latitude (g = 980.6199 gals.).
 GA0948
 GA0948.The modeled gravity was interpolated from observed gravity values.
 GA0948
 GA0948;                    North         East    Units  Estimated Accuracy
 GA0948;SPC TN       -   225,650.      910,220.      MT  (+/- 180 meters Scaled)
 GA0948
 GA0948                          SUPERSEDED SURVEY CONTROL
 GA0948
 GA0948  NGVD 29 (??/??/92)  453.585  (m)         1488.14   (f) ADJ UNCH    2 0
 GA0948
 GA0948.Superseded values are not recommended for survey control.
 GA0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0948.See file dsdata.txt to determine how the superseded data were derived.
 GA0948
 GA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA613203(NAD 83)
 GA0948_MARKER: DB = BENCH MARK DISK
 GA0948_SETTING: 66 = SET IN ROCK OUTCROP
 GA0948_SP_SET: ROCK OUTCROP
 GA0948_STAMPING: V 107 1935
 GA0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0948+STABILITY: POSITION/ELEVATION WELL
 GA0948
 GA0948  HISTORY     - Date     Condition        Report By
 GA0948  HISTORY     - 1935     MONUMENTED       CGS
 GA0948
 GA0948                          STATION DESCRIPTION
 GA0948
 GA0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0948'1 MI NW FROM FAIRVIEW.
 GA0948'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0948'FAIRVIEW, WASHINGTON COUNTY, AT A CURVE, ACROSS THE HIGHWAY FROM A
 GA0948'FRAME HOUSE, 65 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0948'44 FEET EAST OF A DIRT ROAD, 31 FEET EAST OF A WIRE FENCE, IN THE
 GA0948'TOP OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 GA0948'STANDARD DISK, STAMPED V 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0402 ***********************************************************************
 GA0402  DESIGNATION -  V 11
 GA0402  PID         -  GA0402
 GA0402  STATE/COUNTY-  TN/CARTER
 GA0402  USGS QUAD   -  ELIZABETHTON (1968)
 GA0402
 GA0402                         *CURRENT SURVEY CONTROL
 GA0402  ___________________________________________________________________
 GA0402* NAD 83(1986)-  36 21 23.     (N)    082 13 26.     (W)     SCALED    
 GA0402* NAVD 88     -       460.045  (meters)    1509.33   (feet)  ADJUSTED  
 GA0402  ___________________________________________________________________
 GA0402  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0402  DYNAMIC HT  -         459.607 (meters)    1507.89  (feet)  COMP
 GA0402  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 GA0402
 GA0402  VERT ORDER  -  FIRST     CLASS II
 GA0402
 GA0402.The horizontal coordinates were scaled from a topographic map and have
 GA0402.an estimated accuracy of +/- 6 seconds.
 GA0402
 GA0402.The orthometric height was determined by differential leveling
 GA0402.and adjusted by the National Geodetic Survey in June 1991..
 GA0402
 GA0402.The geoid height was determined by GEOID03.
 GA0402
 GA0402.The dynamic height is computed by dividing the NAVD 88
 GA0402.geopotential number by the normal gravity value computed on the
 GA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0402.degrees latitude (g = 980.6199 gals.).
 GA0402
 GA0402.The modeled gravity was interpolated from observed gravity values.
 GA0402
 GA0402;                    North         East    Units  Estimated Accuracy
 GA0402;SPC TN       -   231,000.      938,840.      MT  (+/- 180 meters Scaled)
 GA0402
 GA0402                          SUPERSEDED SURVEY CONTROL
 GA0402
 GA0402  NGVD 29 (??/??/92)  460.190  (m)         1509.81   (f) ADJ UNCH    1 2
 GA0402
 GA0402.Superseded values are not recommended for survey control.
 GA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0402.See file dsdata.txt to determine how the superseded data were derived.
 GA0402
 GA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA901241(NAD 83)
 GA0402_MARKER: DB = BENCH MARK DISK
 GA0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0402_SP_SET: PIER
 GA0402_STAMPING: 1509.997 V 11 1933
 GA0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0402
 GA0402  HISTORY     - Date     Condition        Report By
 GA0402  HISTORY     - 1933     MONUMENTED       CGS
 GA0402  HISTORY     - 1956     GOOD             NGS
 GA0402
 GA0402                          STATION DESCRIPTION
 GA0402
 GA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0402'0.7 MI N FROM ELIZABETHTON.
 GA0402'0.7 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM ELIZABETHTON, CARTER
 GA0402'COUNTY, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AT THE
 GA0402'BRIDGE OVER WATAUGA RIVER (U.S. HIGHWAY 19 E), 70 FEET SOUTH OF
 GA0402'THE NORTH END, IN THE TOP OF THE EAST END OF THE SECOND PIER FROM
 GA0402'THE NORTH END, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0402'AND 5-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0402'1509.997 V 11 1933.
 GA0402
 GA0402                          STATION RECOVERY (1956)
 GA0402
 GA0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0987 ***********************************************************************
 FZ0987  DESIGNATION -  V 110
 FZ0987  PID         -  FZ0987
 FZ0987  STATE/COUNTY-  TN/JOHNSON
 FZ0987  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0987
 FZ0987                         *CURRENT SURVEY CONTROL
 FZ0987  ___________________________________________________________________
 FZ0987* NAD 83(1986)-  36 25 31.     (N)    081 49 16.     (W)     SCALED    
 FZ0987* NAVD 88     -       687.593  (meters)    2255.88   (feet)  ADJUSTED  
 FZ0987  ___________________________________________________________________
 FZ0987  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ0987  DYNAMIC HT  -         686.897 (meters)    2253.59  (feet)  COMP
 FZ0987  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 FZ0987
 FZ0987  VERT ORDER  -  SECOND    CLASS 0
 FZ0987
 FZ0987.The horizontal coordinates were scaled from a topographic map and have
 FZ0987.an estimated accuracy of +/- 6 seconds.
 FZ0987
 FZ0987.The orthometric height was determined by differential leveling
 FZ0987.and adjusted by the National Geodetic Survey in June 1991..
 FZ0987
 FZ0987.The geoid height was determined by GEOID03.
 FZ0987
 FZ0987.The dynamic height is computed by dividing the NAVD 88
 FZ0987.geopotential number by the normal gravity value computed on the
 FZ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0987.degrees latitude (g = 980.6199 gals.).
 FZ0987
 FZ0987.The modeled gravity was interpolated from observed gravity values.
 FZ0987
 FZ0987;                    North         East    Units  Estimated Accuracy
 FZ0987;SPC TN       -   240,100.      974,640.      MT  (+/- 180 meters Scaled)
 FZ0987
 FZ0987                          SUPERSEDED SURVEY CONTROL
 FZ0987
 FZ0987  NGVD 29 (??/??/92)  687.656  (m)         2256.08   (f) ADJ UNCH    2 0
 FZ0987
 FZ0987.Superseded values are not recommended for survey control.
 FZ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0987.See file dsdata.txt to determine how the superseded data were derived.
 FZ0987
 FZ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA263314(NAD 83)
 FZ0987_MARKER: DB = BENCH MARK DISK
 FZ0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0987_STAMPING: V 110 1935
 FZ0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0987+STABILITY: SURFACE MOTION
 FZ0987
 FZ0987  HISTORY     - Date     Condition        Report By
 FZ0987  HISTORY     - 1935     MONUMENTED       CGS
 FZ0987
 FZ0987                          STATION DESCRIPTION
 FZ0987
 FZ0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0987'1 MI NE FROM MAYMEAD.
 FZ0987'1 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0987'AT MAYMEAD, JOHNSON COUNTY, 1.8 MILES SOUTHWEST OF SHOUNS, 175
 FZ0987'YARDS NORTHEAST OF MILEPOST 124, 100 YARDS WEST OF A LARGE
 FZ0987'BARN, 33 YARDS NORTHWEST OF BRIDGE 124.1, AT A DIRT-ROAD
 FZ0987'CROSSING, 27-1/2 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 FZ0987'12.6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND LEVEL WITH THE
 FZ0987'TRACK.  A STANDARD DISK, STAMPED V 110 1935 AND SET IN THE TOP
 FZ0987'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0965 ***********************************************************************
 FZ0965  DESIGNATION -  V 111
 FZ0965  PID         -  FZ0965
 FZ0965  STATE/COUNTY-  TN/JOHNSON
 FZ0965  USGS QUAD   -  DOE (1969)
 FZ0965
 FZ0965                         *CURRENT SURVEY CONTROL
 FZ0965  ___________________________________________________________________
 FZ0965* NAD 83(1986)-  36 27 46.     (N)    081 55 22.     (W)     SCALED    
 FZ0965* NAVD 88     -       868.738  (meters)    2850.18   (feet)  ADJUSTED  
 FZ0965  ___________________________________________________________________
 FZ0965  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0965  DYNAMIC HT  -         867.881 (meters)    2847.37  (feet)  COMP
 FZ0965  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 FZ0965
 FZ0965  VERT ORDER  -  SECOND    CLASS 0
 FZ0965
 FZ0965.The horizontal coordinates were scaled from a topographic map and have
 FZ0965.an estimated accuracy of +/- 6 seconds.
 FZ0965
 FZ0965.The orthometric height was determined by differential leveling
 FZ0965.and adjusted by the National Geodetic Survey in June 1991..
 FZ0965
 FZ0965.The geoid height was determined by GEOID03.
 FZ0965
 FZ0965.The dynamic height is computed by dividing the NAVD 88
 FZ0965.geopotential number by the normal gravity value computed on the
 FZ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0965.degrees latitude (g = 980.6199 gals.).
 FZ0965
 FZ0965.The modeled gravity was interpolated from observed gravity values.
 FZ0965
 FZ0965;                    North         East    Units  Estimated Accuracy
 FZ0965;SPC TN       -   243,880.      965,360.      MT  (+/- 180 meters Scaled)
 FZ0965
 FZ0965                          SUPERSEDED SURVEY CONTROL
 FZ0965
 FZ0965  NGVD 29 (??/??/92)  868.823  (m)         2850.46   (f) ADJ UNCH    2 0
 FZ0965
 FZ0965.Superseded values are not recommended for survey control.
 FZ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0965.See file dsdata.txt to determine how the superseded data were derived.
 FZ0965
 FZ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA173356(NAD 83)
 FZ0965_MARKER: DB = BENCH MARK DISK
 FZ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0965_STAMPING: V 111 1935
 FZ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0965+STABILITY: SURFACE MOTION
 FZ0965
 FZ0965  HISTORY     - Date     Condition        Report By
 FZ0965  HISTORY     - 1935     MONUMENTED       CGS
 FZ0965
 FZ0965                          STATION DESCRIPTION
 FZ0965
 FZ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0965'3.5 MI SW FROM SHADY VALLEY.
 FZ0965'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ0965'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, THENCE 3.6
 FZ0965'MILES SOUTHEAST ALONG THE DOE VALLEY-HOLSTON MOUNTAIN ROAD, AT
 FZ0965'THE J.E. BUCHANNAN RESIDENCE, 65 YARDS SOUTHEAST OF THE HOUSE,
 FZ0965'29.5 FEET EAST OF THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST
 FZ0965'TO THE HOUSE, 14 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 FZ0965'5.5 FEET SOUTHEAST OF A FENCE LINE, AND 3-1/2 FEET HIGHER THAN
 FZ0965'THE ROAD.  A STANDARD DISK, STAMPED V 111 1935 AND SET IN THE
 FZ0965'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0964 ***********************************************************************
 FZ0964  DESIGNATION -  V 111 X
 FZ0964  PID         -  FZ0964
 FZ0964  STATE/COUNTY-  TN/JOHNSON
 FZ0964  USGS QUAD   -  DOE (1969)
 FZ0964
 FZ0964                         *CURRENT SURVEY CONTROL
 FZ0964  ___________________________________________________________________
 FZ0964* NAD 83(1986)-  36 28 06.     (N)    081 55 46.     (W)     SCALED    
 FZ0964* NAVD 88     -      1001.191  (meters)    3284.74   (feet)  ADJUSTED  
 FZ0964  ___________________________________________________________________
 FZ0964  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0964  DYNAMIC HT  -        1000.208 (meters)    3281.52  (feet)  COMP
 FZ0964  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 FZ0964
 FZ0964  VERT ORDER  -  SECOND    CLASS 0
 FZ0964
 FZ0964.The horizontal coordinates were scaled from a topographic map and have
 FZ0964.an estimated accuracy of +/- 6 seconds.
 FZ0964
 FZ0964.The orthometric height was determined by differential leveling
 FZ0964.and adjusted by the National Geodetic Survey in June 1991..
 FZ0964
 FZ0964.The geoid height was determined by GEOID03.
 FZ0964
 FZ0964.The dynamic height is computed by dividing the NAVD 88
 FZ0964.geopotential number by the normal gravity value computed on the
 FZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0964.degrees latitude (g = 980.6199 gals.).
 FZ0964
 FZ0964.The modeled gravity was interpolated from observed gravity values.
 FZ0964
 FZ0964;                    North         East    Units  Estimated Accuracy
 FZ0964;SPC TN       -   244,470.      964,730.      MT  (+/- 180 meters Scaled)
 FZ0964
 FZ0964                          SUPERSEDED SURVEY CONTROL
 FZ0964
 FZ0964  NGVD 29 (??/??/92) 1001.284  (m)         3285.05   (f) ADJ UNCH    2 0
 FZ0964
 FZ0964.Superseded values are not recommended for survey control.
 FZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0964.See file dsdata.txt to determine how the superseded data were derived.
 FZ0964
 FZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA167362(NAD 83)
 FZ0964_MARKER: DB = BENCH MARK DISK
 FZ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0964_STAMPING: V 111 X 1935
 FZ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0964+STABILITY: SURFACE MOTION
 FZ0964
 FZ0964  HISTORY     - Date     Condition        Report By
 FZ0964  HISTORY     - 1935     MONUMENTED       CGS
 FZ0964
 FZ0964                          STATION DESCRIPTION
 FZ0964
 FZ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0964'3.5 MI SW FROM SHADY VALLEY.
 FZ0964'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 FZ0964'OF U.S. HIGHWAY 421 AT SHADY VALLEY, JOHNSON COUNTY, THENCE 2.5
 FZ0964'MILES SOUTHEAST ALONG THE DOE VALLEY-HOLSTON MOUNTAIN ROAD, 24
 FZ0964'FEET NORTHWEST OF THE CROSSING OF A SMALL STREAM, 18 FEET
 FZ0964'NORTHWEST OF THE CENTERLINE OF THE ROAD, 12-1/2 FEET WEST OF THE
 FZ0964'CREEK, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FZ0964'V 111 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1003 ***********************************************************************
 GA1003  DESIGNATION -  V 112
 GA1003  PID         -  GA1003
 GA1003  STATE/COUNTY-  TN/UNICOI
 GA1003  USGS QUAD   -  FLAG POND (1939)
 GA1003
 GA1003                         *CURRENT SURVEY CONTROL
 GA1003  ___________________________________________________________________
 GA1003* NAD 83(1986)-  36 01 21.     (N)    082 33 04.     (W)     SCALED    
 GA1003* NAVD 88     -       682.62   (+/-2cm)    2239.6    (feet)  VERTCON   
 GA1003  ___________________________________________________________________
 GA1003  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA1003
 GA1003  VERT ORDER  -  ? (See Below)
 GA1003
 GA1003.The horizontal coordinates were scaled from a topographic map and have
 GA1003.an estimated accuracy of +/- 6 seconds.
 GA1003
 GA1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1003.The vertical order pertains to the NGVD 29 superseded value.
 GA1003
 GA1003.The geoid height was determined by GEOID03.
 GA1003
 GA1003;                    North         East    Units  Estimated Accuracy
 GA1003;SPC TN       -   192,890.      910,800.      MT  (+/- 180 meters Scaled)
 GA1003
 GA1003                          SUPERSEDED SURVEY CONTROL
 GA1003
 GA1003  NGVD 29 (??/??/92)  682.721  (m)         2239.89   (f) ADJ UNCH    ?  
 GA1003
 GA1003.Superseded values are not recommended for survey control.
 GA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1003.See file dsdata.txt to determine how the superseded data were derived.
 GA1003
 GA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV602875(NAD 83)
 GA1003_MARKER: DB = BENCH MARK DISK
 GA1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1003_STAMPING: V 112 1935
 GA1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1003+STABILITY: SURFACE MOTION
 GA1003
 GA1003  HISTORY     - Date     Condition        Report By
 GA1003  HISTORY     - 1935     MONUMENTED       CGS
 GA1003  HISTORY     - 1955     GOOD             NGS
 GA1003
 GA1003                          STATION DESCRIPTION
 GA1003
 GA1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1003'0.8 MI NE FROM FLAG POND.
 GA1003'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 81 AND THE TILSON MOUNTAIN
 GA1003'ROAD FROM FLAG POND, UNICOI COUNTY, 1.4 MILES SOUTH OF ROCKY FORK,
 GA1003'600 FEET SOUTHEAST OF SOUTH INDIAN CREEK, 300 FEET SOUTHWEST OF
 GA1003'THE BASE OF THE TILSON MOUNTAIN GRADE, ON THE SHELTON PROPERTY,
 GA1003'200 FEET NORTHEAST OF THE HOUSE, 52.4 FEET NORTHWEST OF THE
 GA1003'NORTHWEST CORNER OF THE BARN, 50.9 FEET NORTH OF THE SOUTHWEST
 GA1003'CORNER OF THE BARN, 35 FEET SOUTHWEST OF A BRANCH, 14 FEET
 GA1003'SOUTHEAST OF THE ROAD, 3 FEET N.E. OF A LOT GATE, AND 2 FEET
 GA1003'SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED V 112 1935
 GA1003'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET
 GA1003'AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1905 ***********************************************************************
 GA1905  DESIGNATION -  V 113
 GA1905  PID         -  GA1905
 GA1905  STATE/COUNTY-  TN/GREENE
 GA1905  USGS QUAD   -  SPRINGVALE (1980)
 GA1905
 GA1905                         *CURRENT SURVEY CONTROL
 GA1905  ___________________________________________________________________
 GA1905* NAD 83(1986)-  36 09 09.     (N)    083 09 30.     (W)     SCALED    
 GA1905* NAVD 88     -       323.343  (meters)    1060.83   (feet)  ADJUSTED  
 GA1905  ___________________________________________________________________
 GA1905  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1905  DYNAMIC HT  -         323.044 (meters)    1059.85  (feet)  COMP
 GA1905  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA1905
 GA1905  VERT ORDER  -  SECOND    CLASS 0
 GA1905
 GA1905.The horizontal coordinates were scaled from a topographic map and have
 GA1905.an estimated accuracy of +/- 6 seconds.
 GA1905
 GA1905.The orthometric height was determined by differential leveling
 GA1905.and adjusted by the National Geodetic Survey in June 1991..
 GA1905
 GA1905.The geoid height was determined by GEOID03.
 GA1905
 GA1905.The dynamic height is computed by dividing the NAVD 88
 GA1905.geopotential number by the normal gravity value computed on the
 GA1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1905.degrees latitude (g = 980.6199 gals.).
 GA1905
 GA1905.The modeled gravity was interpolated from observed gravity values.
 GA1905
 GA1905;                    North         East    Units  Estimated Accuracy
 GA1905;SPC TN       -   205,550.      855,680.      MT  (+/- 180 meters Scaled)
 GA1905
 GA1905                          SUPERSEDED SURVEY CONTROL
 GA1905
 GA1905  NGVD 29 (??/??/92)  323.494  (m)         1061.33   (f) ADJ UNCH    2 0
 GA1905
 GA1905.Superseded values are not recommended for survey control.
 GA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1905.See file dsdata.txt to determine how the superseded data were derived.
 GA1905
 GA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA058030(NAD 83)
 GA1905_MARKER: DB = BENCH MARK DISK
 GA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1905_STAMPING: V 113 1935
 GA1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1905+STABILITY: SURFACE MOTION
 GA1905
 GA1905  HISTORY     - Date     Condition        Report By
 GA1905  HISTORY     - 1935     MONUMENTED       CGS
 GA1905
 GA1905                          STATION DESCRIPTION
 GA1905
 GA1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1905'1.1 MI N FROM BEULAH.
 GA1905'1.1 MILES NORTH ALONG THE MORRISTOWN HIGHWAY FROM THE INTERSECTION
 GA1905'OF THE MOHAWK ROAD AT BEULAH, IN THE KENNITH MC CORKLE FRONT YARD,
 GA1905'33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.2 FEET
 GA1905'SOUTHEAST OF THE CENTERLINE OF A WALK, 1.9 FEET NORTHEAST OF
 GA1905'A STONE WALL, 1.2 FEET SOUTHEAST OF A WALK, AND 6 INCHES LOWER
 GA1905'THAN THE WALK.  A STANDARD DISK, STAMPED V 113 1935 AND SET
 GA1905'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0908 ***********************************************************************
 GA0908  DESIGNATION -  V 114
 GA0908  PID         -  GA0908
 GA0908  STATE/COUNTY-  TN/GREENE
 GA0908  USGS QUAD   -  CEDAR CREEK (1980)
 GA0908
 GA0908                         *CURRENT SURVEY CONTROL
 GA0908  ___________________________________________________________________
 GA0908* NAD 83(1986)-  36 01 21.     (N)    082 56 29.     (W)     SCALED    
 GA0908* NAVD 88     -       387.052  (meters)    1269.85   (feet)  POSTED    
 GA0908  ___________________________________________________________________
 GA0908  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA0908  DYNAMIC HT  -         386.680 (meters)    1268.63  (feet)  COMP
 GA0908  MODELED GRAV-     979,655.7   (mgal)                       NAVD 88
 GA0908
 GA0908  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0908
 GA0908.The horizontal coordinates were scaled from a topographic map and have
 GA0908.an estimated accuracy of +/- 6 seconds.
 GA0908
 GA0908.The orthometric height was determined by differential leveling
 GA0908.and adjusted by the National Geodetic Survey in 1992..
 GA0908.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0908.rate of 4.1 thru 8.0 mm/km.
 GA0908
 GA0908.The geoid height was determined by GEOID03.
 GA0908
 GA0908.The dynamic height is computed by dividing the NAVD 88
 GA0908.geopotential number by the normal gravity value computed on the
 GA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0908.degrees latitude (g = 980.6199 gals.).
 GA0908
 GA0908.The modeled gravity was interpolated from observed gravity values.
 GA0908
 GA0908;                    North         East    Units  Estimated Accuracy
 GA0908;SPC TN       -   191,720.      875,640.      MT  (+/- 180 meters Scaled)
 GA0908
 GA0908                          SUPERSEDED SURVEY CONTROL
 GA0908
 GA0908  NGVD 29 (??/??/92)  387.187  (m)         1270.30   (f) ADJ UNCH    2 0
 GA0908
 GA0908.Superseded values are not recommended for survey control.
 GA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0908.See file dsdata.txt to determine how the superseded data were derived.
 GA0908
 GA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV250881(NAD 83)
 GA0908_MARKER: DB = BENCH MARK DISK
 GA0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0908_STAMPING: V 114 1935
 GA0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0908+STABILITY: SURFACE MOTION
 GA0908
 GA0908  HISTORY     - Date     Condition        Report By
 GA0908  HISTORY     - 1935     MONUMENTED       CGS
 GA0908  HISTORY     - 1950     GOOD             TVA
 GA0908
 GA0908                          STATION DESCRIPTION
 GA0908
 GA0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0908'0.8 MI S FROM ST JAMES.
 GA0908'0.8 MILE SOUTH ALONG THE CEDAR CREEK HIGHWAY FROM THE POST OFFICE
 GA0908'AT ST. JAMES, GREENE COUNTY, 85 YARDS SOUTHWEST OF THE W.M. ARROWOOD
 GA0908'STONE RESIDENCE, 51 FEET NORTH OF THE INTERSECTION OF A ROAD LEADING
 GA0908'WEST, 105 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 GA0908'NORTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A SOUTH
 GA0908'FENCE CORNER, AND 1 FOOT HIGHER THAN THE HIGHWAY, 1.2 FEET NORTH
 GA0908'NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED V 114
 GA0908'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 GA0908'ABOVE GROUND.
 GA0908
 GA0908                          STATION RECOVERY (1950)
 GA0908
 GA0908'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0703 ***********************************************************************
 GA0703  DESIGNATION -  V 115
 GA0703  PID         -  GA0703
 GA0703  STATE/COUNTY-  TN/WASHINGTON
 GA0703  USGS QUAD   -  TELFORD (1971)
 GA0703
 GA0703                         *CURRENT SURVEY CONTROL
 GA0703  ___________________________________________________________________
 GA0703* NAD 83(1986)-  36 09 03.     (N)    082 34 00.     (W)     SCALED    
 GA0703* NAVD 88     -       440.860  (meters)    1446.39   (feet)  ADJUSTED  
 GA0703  ___________________________________________________________________
 GA0703  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0703  DYNAMIC HT  -         440.435 (meters)    1444.99  (feet)  COMP
 GA0703  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 GA0703
 GA0703  VERT ORDER  -  SECOND    CLASS 0
 GA0703
 GA0703.The horizontal coordinates were scaled from a topographic map and have
 GA0703.an estimated accuracy of +/- 6 seconds.
 GA0703
 GA0703.The orthometric height was determined by differential leveling
 GA0703.and adjusted by the National Geodetic Survey in June 1991..
 GA0703
 GA0703.The geoid height was determined by GEOID03.
 GA0703
 GA0703.The dynamic height is computed by dividing the NAVD 88
 GA0703.geopotential number by the normal gravity value computed on the
 GA0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0703.degrees latitude (g = 980.6199 gals.).
 GA0703
 GA0703.The modeled gravity was interpolated from observed gravity values.
 GA0703
 GA0703;                    North         East    Units  Estimated Accuracy
 GA0703;SPC TN       -   207,070.      908,900.      MT  (+/- 180 meters Scaled)
 GA0703
 GA0703                          SUPERSEDED SURVEY CONTROL
 GA0703
 GA0703  NGVD 29 (??/??/92)  441.002  (m)         1446.85   (f) ADJ UNCH    2 0
 GA0703
 GA0703.Superseded values are not recommended for survey control.
 GA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0703.See file dsdata.txt to determine how the superseded data were derived.
 GA0703
 GA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA590018(NAD 83)
 GA0703_MARKER: DB = BENCH MARK DISK
 GA0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0703_STAMPING: V 115 1935
 GA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0703+STABILITY: SURFACE MOTION
 GA0703
 GA0703  HISTORY     - Date     Condition        Report By
 GA0703  HISTORY     - 1935     MONUMENTED       CGS
 GA0703  HISTORY     - 1955     GOOD             NGS
 GA0703
 GA0703                          STATION DESCRIPTION
 GA0703
 GA0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0703'5.1 MI E FROM PLEASANT HILL.
 GA0703'IN WASHINGTON COUNTY, 5.1 MILES EAST ALONG A COUNTY ROAD AND
 GA0703'STATE HIGHWAY 107 FROM PLEASANT HILL, GREENE COUNTY, 2.1 MILES
 GA0703'EAST OF THEIR JUNCTION, 0.5 MILE EAST OF A GENERAL STORE, 91
 GA0703'YARDS NORTHEAST OF A CONCRETE CULVERT HEADWALL, AT THE B.R.
 GA0703'TINKER RESIDENCE, 25 FEET SOUTH OF THE EXTENDED CENTERLINE OF
 GA0703'THE HOUSE, 42 YARDS SOUTHWEST OF A FENCE CORNER, 33 FEET
 GA0703'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER
 GA0703'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 115 1935 AND SET
 GA0703'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3240 ***********************************************************************
 GA3240  DESIGNATION -  V 115 RESET
 GA3240  PID         -  GA3240
 GA3240  STATE/COUNTY-  TN/WASHINGTON
 GA3240  USGS QUAD   -  TELFORD (1971)
 GA3240
 GA3240                         *CURRENT SURVEY CONTROL
 GA3240  ___________________________________________________________________
 GA3240* NAD 83(1986)-  36 09 03.     (N)    082 34 00.     (W)     SCALED    
 GA3240* NAVD 88     -       440.12   (meters)    1444.0    (feet)  RESET     
 GA3240  ___________________________________________________________________
 GA3240  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3240
 GA3240  VERT ORDER  -  THIRD
 GA3240
 GA3240.The horizontal coordinates were scaled from a topographic map and have
 GA3240.an estimated accuracy of +/- 6 seconds.
 GA3240
 GA3240.The orthometric height was computed from unverified reset data.
 GA3240.No vertical observational check was made to the station.
 GA3240
 GA3240.The geoid height was determined by GEOID03.
 GA3240
 GA3240;                    North         East    Units  Estimated Accuracy
 GA3240;SPC TN       -   207,070.      908,900.      MT  (+/- 180 meters Scaled)
 GA3240
 GA3240                          SUPERSEDED SURVEY CONTROL
 GA3240
 GA3240  NGVD 29 (10/12/01)  440.26   (m)         1444.4    (f) RESET       3  
 GA3240
 GA3240.Superseded values are not recommended for survey control.
 GA3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3240.See file dsdata.txt to determine how the superseded data were derived.
 GA3240
 GA3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA590018(NAD 83)
 GA3240_MARKER: DB = BENCH MARK DISK
 GA3240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA3240_SP_SET: HEADWALL
 GA3240_STAMPING: V 115 RESET 1979
 GA3240_MARK LOGO: NGS   
 GA3240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3240
 GA3240  HISTORY     - Date     Condition        Report By
 GA3240  HISTORY     - 1979     MONUMENTED       NGS
 GA3240
 GA3240                          STATION DESCRIPTION
 GA3240
 GA3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GA3240'5.1 MI EAST FROM PLEASANT HILL.
 GA3240'5.1 MILES EAST ALONG STATE HIGHWAY 107 FROM PLEASANT HILL, IN THE
 GA3240'NORTHWEST END OF THE CONCRETE HEADWALL OF A 6 FOOT BOX CULVERT,
 GA3240'42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 57 FEET
 GA3240'SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0831 ***********************************************************************
 GA0831  DESIGNATION -  V 116
 GA0831  PID         -  GA0831
 GA0831  STATE/COUNTY-  TN/HAWKINS
 GA0831  USGS QUAD   -  BUREM (1976)
 GA0831
 GA0831                         *CURRENT SURVEY CONTROL
 GA0831  ___________________________________________________________________
 GA0831* NAD 83(1986)-  36 25 03.     (N)    082 53 31.     (W)     SCALED    
 GA0831* NAVD 88     -       340.856  (meters)    1118.29   (feet)  ADJUSTED  
 GA0831  ___________________________________________________________________
 GA0831  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0831  DYNAMIC HT  -         340.546 (meters)    1117.27  (feet)  COMP
 GA0831  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA0831
 GA0831  VERT ORDER  -  SECOND    CLASS 0
 GA0831
 GA0831.The horizontal coordinates were scaled from a topographic map and have
 GA0831.an estimated accuracy of +/- 6 seconds.
 GA0831
 GA0831.The orthometric height was determined by differential leveling
 GA0831.and adjusted by the National Geodetic Survey in June 1991..
 GA0831
 GA0831.The geoid height was determined by GEOID03.
 GA0831
 GA0831.The dynamic height is computed by dividing the NAVD 88
 GA0831.geopotential number by the normal gravity value computed on the
 GA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0831.degrees latitude (g = 980.6199 gals.).
 GA0831
 GA0831.The modeled gravity was interpolated from observed gravity values.
 GA0831
 GA0831;                    North         East    Units  Estimated Accuracy
 GA0831;SPC TN       -   235,670.      878,700.      MT  (+/- 180 meters Scaled)
 GA0831
 GA0831                          SUPERSEDED SURVEY CONTROL
 GA0831
 GA0831  NGVD 29 (??/??/92)  341.005  (m)         1118.78   (f) ADJ UNCH    2 0
 GA0831
 GA0831.Superseded values are not recommended for survey control.
 GA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0831.See file dsdata.txt to determine how the superseded data were derived.
 GA0831
 GA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA303319(NAD 83)
 GA0831_MARKER: DB = BENCH MARK DISK
 GA0831_SETTING: 66 = SET IN ROCK OUTCROP
 GA0831_SP_SET: ROCK OUTCROP
 GA0831_STAMPING: V 116 1935
 GA0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0831+STABILITY: POSITION/ELEVATION WELL
 GA0831
 GA0831  HISTORY     - Date     Condition        Report By
 GA0831  HISTORY     - 1935     MONUMENTED       CGS
 GA0831  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA0831
 GA0831                          STATION DESCRIPTION
 GA0831
 GA0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0831'1.3 MI NE FROM BUREM.
 GA0831'1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0831'AT BUREM, HAWKINS COUNTY, 1.2 MILES SOUTH OF THE HONEYCUT
 GA0831'STATION SHED, 7-1/2 RAILS SOUTH OF MILEPOST 68, 11 FEET EAST
 GA0831'OF THE EAST RAIL, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 GA0831'DISK, STAMPED V 116 1935.
 GA0831
 GA0831                          STATION RECOVERY (1967)
 GA0831
 GA0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1011 ***********************************************************************
 GA1011  DESIGNATION -  V 117
 GA1011  PID         -  GA1011
 GA1011  STATE/COUNTY-  TN/GREENE
 GA1011  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1011
 GA1011                         *CURRENT SURVEY CONTROL
 GA1011  ___________________________________________________________________
 GA1011* NAD 83(1986)-  36 00 32.     (N)    082 50 00.     (W)     SCALED    
 GA1011* NAVD 88     -       462.900  (meters)    1518.70   (feet)  ADJUSTED  
 GA1011  ___________________________________________________________________
 GA1011  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA1011  DYNAMIC HT  -         462.451 (meters)    1517.22  (feet)  COMP
 GA1011  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 GA1011
 GA1011  VERT ORDER  -  SECOND    CLASS 0
 GA1011
 GA1011.The horizontal coordinates were scaled from a topographic map and have
 GA1011.an estimated accuracy of +/- 6 seconds.
 GA1011
 GA1011.The orthometric height was determined by differential leveling
 GA1011.and adjusted by the National Geodetic Survey in June 1991..
 GA1011
 GA1011.The geoid height was determined by GEOID03.
 GA1011
 GA1011.The dynamic height is computed by dividing the NAVD 88
 GA1011.geopotential number by the normal gravity value computed on the
 GA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1011.degrees latitude (g = 980.6199 gals.).
 GA1011
 GA1011.The modeled gravity was interpolated from observed gravity values.
 GA1011
 GA1011;                    North         East    Units  Estimated Accuracy
 GA1011;SPC TN       -   190,520.      885,420.      MT  (+/- 180 meters Scaled)
 GA1011
 GA1011                          SUPERSEDED SURVEY CONTROL
 GA1011
 GA1011  NGVD 29 (??/??/92)  463.013  (m)         1519.07   (f) ADJ UNCH    2 0
 GA1011
 GA1011.Superseded values are not recommended for survey control.
 GA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1011.See file dsdata.txt to determine how the superseded data were derived.
 GA1011
 GA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV347864(NAD 83)
 GA1011_MARKER: DB = BENCH MARK DISK
 GA1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1011_STAMPING: V 117 1935
 GA1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1011+STABILITY: SURFACE MOTION
 GA1011
 GA1011  HISTORY     - Date     Condition        Report By
 GA1011  HISTORY     - 1935     MONUMENTED       CGS
 GA1011  HISTORY     - 1950     GOOD             TVA
 GA1011
 GA1011                          STATION DESCRIPTION
 GA1011
 GA1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1011'4.6 MI SE FROM GREENVILLE DAM.
 GA1011'3.9 MILES WEST ALONG STATE HIGHWAY 70 FROM THE TENNESSEE-NORTH
 GA1011'CAROLINA STATE LINE, GREENE COUNTY, 0.25 MILE NORTH OF THE RICH
 GA1011'MOUNTAIN SERVICE STATION, 200 YARDS WEST ACROSS THE HIGHWAY FROM
 GA1011'A LOG CABIN, 120 YARDS SOUTH OF THE W.N. STILES RESIDENCE, 60
 GA1011'YARDS NORTHEAST OF A FENCE CORNER, 14 YARDS NORTH OF THE CENTERLINE
 GA1011'OF THE HIGHWAY, 10 YARDS EAST OF A FENCE LINE, AND LEVEL WITH
 GA1011'THE HIGHWAY, 38.3 FEET NORTHEAST OF TELEPHONE POLE 31, 13 FEET
 GA1011'NORTH OF CULTIVATED FIELD AND 1.3 FEET WEST SOUTHWEST OF STEEL
 GA1011'WITNESS POST.  A STANDARD DISK, STAMPED V 117 1935 AND SET IN
 GA1011'THE TOP OF A CONCRETE POST.
 GA1011
 GA1011                          STATION RECOVERY (1950)
 GA1011
 GA1011'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1947 ***********************************************************************
 GA1947  DESIGNATION -  V 119
 GA1947  PID         -  GA1947
 GA1947  STATE/COUNTY-  TN/COCKE
 GA1947  USGS QUAD   -  RANKIN (1980)
 GA1947
 GA1947                         *CURRENT SURVEY CONTROL
 GA1947  ___________________________________________________________________
 GA1947* NAD 83(1986)-  36 03 18.     (N)    083 12 39.     (W)     SCALED    
 GA1947* NAVD 88     -       304.363  (meters)     998.56   (feet)  ADJUSTED  
 GA1947  ___________________________________________________________________
 GA1947  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1947  DYNAMIC HT  -         304.078 (meters)     997.63  (feet)  COMP
 GA1947  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GA1947
 GA1947  VERT ORDER  -  SECOND    CLASS 0
 GA1947
 GA1947.The horizontal coordinates were scaled from a topographic map and have
 GA1947.an estimated accuracy of +/- 6 seconds.
 GA1947
 GA1947.The orthometric height was determined by differential leveling
 GA1947.and adjusted by the National Geodetic Survey in June 1991..
 GA1947
 GA1947.The geoid height was determined by GEOID03.
 GA1947
 GA1947.The dynamic height is computed by dividing the NAVD 88
 GA1947.geopotential number by the normal gravity value computed on the
 GA1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1947.degrees latitude (g = 980.6199 gals.).
 GA1947
 GA1947.The modeled gravity was interpolated from observed gravity values.
 GA1947
 GA1947;                    North         East    Units  Estimated Accuracy
 GA1947;SPC TN       -   194,600.      851,260.      MT  (+/- 180 meters Scaled)
 GA1947
 GA1947                          SUPERSEDED SURVEY CONTROL
 GA1947
 GA1947  NGVD 29 (??/??/92)  304.511  (m)          999.05   (f) ADJ UNCH    2 0
 GA1947
 GA1947.Superseded values are not recommended for survey control.
 GA1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1947.See file dsdata.txt to determine how the superseded data were derived.
 GA1947
 GA1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV008923(NAD 83)
 GA1947_MARKER: DB = BENCH MARK DISK
 GA1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1947_STAMPING: V 119 1935
 GA1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1947+STABILITY: SURFACE MOTION
 GA1947
 GA1947  HISTORY     - Date     Condition        Report By
 GA1947  HISTORY     - 1935     MONUMENTED       CGS
 GA1947
 GA1947                          STATION DESCRIPTION
 GA1947
 GA1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1947'0.4 MI NE FROM RANKIN.
 GA1947'0.45 MILES NE OF POST OFFICE BY HIGHWAY, ALONG THE RANKIN ROAD.
 GA1947'39 YARDS NORTH OF THE EAST GUARD RAIL OF THE EAST APPROACH
 GA1947'TO BRIDGE OVER FRENCH BROAD RIVER.  14.5 FEET WEST OF THE
 GA1947'CENTERLINE OF HIGHWAY, AT FENCE LINE.  1 FOOT ABOVE SURFACE
 GA1947'OF ROADWAY.  SET ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1948 ***********************************************************************
 GA1948  DESIGNATION -  V 119 RESET
 GA1948  PID         -  GA1948
 GA1948  STATE/COUNTY-  TN/COCKE
 GA1948  USGS QUAD   -  RANKIN (1980)
 GA1948
 GA1948                         *CURRENT SURVEY CONTROL
 GA1948  ___________________________________________________________________
 GA1948* NAD 83(1986)-  36 03 18.     (N)    083 12 39.     (W)     SCALED    
 GA1948* NAVD 88     -       306.81   (+/-2cm)    1006.6    (feet)  VERTCON   
 GA1948  ___________________________________________________________________
 GA1948  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1948
 GA1948  VERT ORDER  -  ? (See Below)
 GA1948
 GA1948.The horizontal coordinates were scaled from a topographic map and have
 GA1948.an estimated accuracy of +/- 6 seconds.
 GA1948
 GA1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1948.The vertical order pertains to the NGVD 29 superseded value.
 GA1948
 GA1948.The geoid height was determined by GEOID03.
 GA1948
 GA1948;                    North         East    Units  Estimated Accuracy
 GA1948;SPC TN       -   194,600.      851,260.      MT  (+/- 180 meters Scaled)
 GA1948
 GA1948                          SUPERSEDED SURVEY CONTROL
 GA1948
 GA1948  NGVD 29 (??/??/92)  306.960  (m)         1007.08   (f) ADJ UNCH    ?  
 GA1948
 GA1948.Superseded values are not recommended for survey control.
 GA1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1948.See file dsdata.txt to determine how the superseded data were derived.
 GA1948
 GA1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV008923(NAD 83)
 GA1948_MARKER: DD = SURVEY DISK
 GA1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1948_STAMPING: V 119 RESET 1942
 GA1948_MARK LOGO: CGS   
 GA1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1948+STABILITY: SURFACE MOTION
 GA1948
 GA1948  HISTORY     - Date     Condition        Report By
 GA1948  HISTORY     - 1942     MONUMENTED       TVA
 GA1948
 GA1948                          STATION DESCRIPTION
 GA1948
 GA1948'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1942
 GA1948'0.5 MI E FROM RANKIN.
 GA1948'0.5 MILE EAST OF THE SOUTHERN RAILWAY STATION AT RANKIN, 410
 GA1948'FEET EAST OF HIGHWAY BRIDGE OVER FRENCH BROAD RIVER, ON LAND
 GA1948'OWNED IN 1942 BY GEO. R. CLARK, 46 FEET SOUTH SOUTHEAST OF THE
 GA1948'CENTERLINE OF A PROPOSED ROAD LEADING TO HOLT TOWN, 4 FEET
 GA1948'NORTH OF A 2-INCH CEDAR TREE, AND 2 FEET WEST OF A FENCE, 44
 GA1948'FEET SOUTHEAST OF GUARD POST, 4.6 FEET NORTHWEST OF A 3 IN WILD
 GA1948'CHERRY TREE, 2 FEET NORTH, NORTHWEST OF A STEEL WITNESS POST.
 GA1948'A STANDARD DISK, STAMPED V 119 RESET 1942 AND SET IN THE TOP
 GA1948'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0993 ***********************************************************************
 FE0993  DESIGNATION -  V 12
 FE0993  PID         -  FE0993
 FE0993  STATE/COUNTY-  TN/HARDEMAN
 FE0993  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0993
 FE0993                         *CURRENT SURVEY CONTROL
 FE0993  ___________________________________________________________________
 FE0993* NAD 83(1986)-  35 02 56.     (N)    089 11 18.     (W)     SCALED    
 FE0993* NAVD 88     -       175.828  (meters)     576.86   (feet)  ADJUSTED  
 FE0993  ___________________________________________________________________
 FE0993  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0993  DYNAMIC HT  -         175.662 (meters)     576.32  (feet)  COMP
 FE0993  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FE0993
 FE0993  VERT ORDER  -  FIRST     CLASS II
 FE0993
 FE0993.The horizontal coordinates were scaled from a topographic map and have
 FE0993.an estimated accuracy of +/- 6 seconds.
 FE0993
 FE0993.The orthometric height was determined by differential leveling
 FE0993.and adjusted by the National Geodetic Survey in June 1991..
 FE0993.WARNING-Repeat measurements at this control monument indicate possible
 FE0993.vertical movement.
 FE0993
 FE0993.The geoid height was determined by GEOID03.
 FE0993
 FE0993.The dynamic height is computed by dividing the NAVD 88
 FE0993.geopotential number by the normal gravity value computed on the
 FE0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0993.degrees latitude (g = 980.6199 gals.).
 FE0993
 FE0993.The modeled gravity was interpolated from observed gravity values.
 FE0993
 FE0993;                    North         East    Units  Estimated Accuracy
 FE0993;SPC TN       -    84,130.      309,160.      MT  (+/- 180 meters Scaled)
 FE0993
 FE0993                          SUPERSEDED SURVEY CONTROL
 FE0993
 FE0993  NGVD 29 (??/??/??)  175.782  (m)          576.71   (f) ADJUSTED    1 2
 FE0993
 FE0993.Superseded values are not recommended for survey control.
 FE0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0993.See file dsdata.txt to determine how the superseded data were derived.
 FE0993
 FE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD004806(NAD 83)
 FE0993_MARKER: DB = BENCH MARK DISK
 FE0993_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FE0993+WITH SETTING: PAVEMENT
 FE0993_STAMPING: V 12 1934
 FE0993_MARK LOGO: CGS   
 FE0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0993+STABILITY: SURFACE MOTION
 FE0993
 FE0993  HISTORY     - Date     Condition        Report By
 FE0993  HISTORY     - 1934     MONUMENTED       CGS
 FE0993  HISTORY     - 1944     GOOD             CGS
 FE0993  HISTORY     - 1983     GOOD             NGS
 FE0993  HISTORY     - 20020923 POOR             USACE
 FE0993  HISTORY     - 20040712 GOOD             USPSQD
 FE0993
 FE0993                          STATION DESCRIPTION
 FE0993
 FE0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0993'AT GRAND JUNCTION.
 FE0993'AT GRAND JUNCTION, HARDEMAN COUNTY, ON THE SOUTHERN RAILWAY,
 FE0993'35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, IN THE
 FE0993'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A SEMAPHORE,
 FE0993'AT THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 55 FEET WEST
 FE0993'OF THE CENTERLINE OF THE ILLINOIS CENTRAL RAILROAD, AND 20 FEET
 FE0993'NORTH OF THE CENTERLINE OF THE SOUTHERN RAILWAY.  A STANDARD
 FE0993'DISK, STAMPED V 12 1934.
 FE0993
 FE0993                          STATION RECOVERY (1983)
 FE0993
 FE0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0993'RECOVERED IN GOOD CONDITION.  NOTE, 10.7 METERS (35.0 FT)
 FE0993'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION.
 FE0993
 FE0993                          STATION RECOVERY (2002)
 FE0993
 FE0993'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0993'APPROX 60 TO 70 PERCENT OF DISK MISSING, REMAINDER SOLIDLY ATTACHED TO
 FE0993'BASE. COULD BE USED FOR LOWER ORDER VERTICAL.
 FE0993
 FE0993                          STATION RECOVERY (2004)
 FE0993
 FE0993'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0687 ***********************************************************************
 FB0687  DESIGNATION -  V 121
 FB0687  PID         -  FB0687
 FB0687  STATE/COUNTY-  TN/COCKE
 FB0687  USGS QUAD   -  PAINT ROCK (1991)
 FB0687
 FB0687                         *CURRENT SURVEY CONTROL
 FB0687  ___________________________________________________________________
 FB0687* NAD 83(1986)-  35 55 12.     (N)    082 57 35.     (W)     SCALED    
 FB0687* NAVD 88     -       360.778  (meters)    1183.65   (feet)  ADJUSTED  
 FB0687  ___________________________________________________________________
 FB0687  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0687  DYNAMIC HT  -         360.428 (meters)    1182.50  (feet)  COMP
 FB0687  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 FB0687
 FB0687  VERT ORDER  -  FIRST     CLASS II
 FB0687
 FB0687.The horizontal coordinates were scaled from a topographic map and have
 FB0687.an estimated accuracy of +/- 6 seconds.
 FB0687
 FB0687.The orthometric height was determined by differential leveling
 FB0687.and adjusted by the National Geodetic Survey in June 1991..
 FB0687
 FB0687.The geoid height was determined by GEOID03.
 FB0687
 FB0687.The dynamic height is computed by dividing the NAVD 88
 FB0687.geopotential number by the normal gravity value computed on the
 FB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0687.degrees latitude (g = 980.6199 gals.).
 FB0687
 FB0687.The modeled gravity was interpolated from observed gravity values.
 FB0687
 FB0687;                    North         East    Units  Estimated Accuracy
 FB0687;SPC TN       -   180,300.      874,340.      MT  (+/- 180 meters Scaled)
 FB0687
 FB0687                          SUPERSEDED SURVEY CONTROL
 FB0687
 FB0687  NGVD 29 (??/??/92)  360.928  (m)         1184.14   (f) ADJ UNCH    1 2
 FB0687
 FB0687.Superseded values are not recommended for survey control.
 FB0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0687.See file dsdata.txt to determine how the superseded data were derived.
 FB0687
 FB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV231768(NAD 83)
 FB0687_MARKER: DB = BENCH MARK DISK
 FB0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0687_STAMPING: V 121 1935
 FB0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0687+STABILITY: SURFACE MOTION
 FB0687
 FB0687  HISTORY     - Date     Condition        Report By
 FB0687  HISTORY     - 1935     MONUMENTED       CGS
 FB0687  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0687  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB0687
 FB0687                          STATION DESCRIPTION
 FB0687
 FB0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0687'5.1 MI E FROM DEL RIO.
 FB0687'5.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB0687'DEL RIO, 5 RAILS WEST OF A CONCRETE HIGHWAY BRIDGE OVER THE TRACK
 FB0687'AND FRENCH BROAD RIVER, 9 YARDS SOUTH OF MILEPOST 190, 5 YARDS
 FB0687'SOUTH OF THE RAIL, AND ABOUT 1-1/2 FEET HIGHER THAN THE TOP OF THE
 FB0687'RAIL.  A STANDARD DISK, STAMPED V 121 1935 AND SET IN THE TOP
 FB0687'OF A CONCRETE POST.
 FB0687
 FB0687                          STATION RECOVERY (1967)
 FB0687
 FB0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0944 ***********************************************************************
 FB0944  DESIGNATION -  V 125
 FB0944  PID         -  FB0944
 FB0944  STATE/COUNTY-  TN/COCKE
 FB0944  USGS QUAD   -  LEMON GAP (1976)
 FB0944
 FB0944                         *CURRENT SURVEY CONTROL
 FB0944  ___________________________________________________________________
 FB0944* NAD 83(1986)-  35 50 19.     (N)    082 58 05.     (W)     SCALED    
 FB0944* NAVD 88     -       960.31   (+/-2cm)    3150.6    (feet)  VERTCON   
 FB0944  ___________________________________________________________________
 FB0944  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB0944
 FB0944  VERT ORDER  -  ? (See Below)
 FB0944
 FB0944.The horizontal coordinates were scaled from a topographic map and have
 FB0944.an estimated accuracy of +/- 6 seconds.
 FB0944
 FB0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0944.The vertical order pertains to the NGVD 29 superseded value.
 FB0944
 FB0944.The geoid height was determined by GEOID03.
 FB0944
 FB0944;                    North         East    Units  Estimated Accuracy
 FB0944;SPC TN       -   171,250.      873,870.      MT  (+/- 180 meters Scaled)
 FB0944
 FB0944                          SUPERSEDED SURVEY CONTROL
 FB0944
 FB0944  NGVD 29 (??/??/92)  960.401  (m)         3150.92   (f) ADJ UNCH    ?  
 FB0944
 FB0944.Superseded values are not recommended for survey control.
 FB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0944.See file dsdata.txt to determine how the superseded data were derived.
 FB0944
 FB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV222678(NAD 83)
 FB0944_MARKER: DB = BENCH MARK DISK
 FB0944_SETTING: 66 = SET IN ROCK OUTCROP
 FB0944_SP_SET: ROCK OUTCROP
 FB0944_STAMPING: V 125 1935
 FB0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0944+STABILITY: POSITION/ELEVATION WELL
 FB0944
 FB0944  HISTORY     - Date     Condition        Report By
 FB0944  HISTORY     - 1935     MONUMENTED       CGS
 FB0944  HISTORY     - 1955     GOOD             NGS
 FB0944
 FB0944                          STATION DESCRIPTION
 FB0944
 FB0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0944'2.8 MI SE FROM DEL RIO.
 FB0944'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0944'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE 2.9
 FB0944'MILES SOUTHEAST ALONG THE JONESTOWN ROAD, AND THENCE 5.0 MILES
 FB0944'SOUTHEAST ALONG THE ROUND MOUNTAIN ROAD, ON THE PROPERTY OF PISGAH
 FB0944'NATIONAL PARK, 250 FEET EAST OF A SHARP BEND IN THE ROAD, 150
 FB0944'FEET EAST OF A 14-INCH BLACK GUM TREE, 15 FEET SOUTH OF A
 FB0944'10-INCH BLACK OAK TREE, 8 FEET NORTH OF THE ROAD, IN THE TOP OF
 FB0944'A ROCK OUTCROP, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 FB0944'DISK, STAMPED V 125 1935.  NOTE-- POST AND SIGN SET 4 FT SW OF
 FB0944'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1201 ***********************************************************************
 FB1201  DESIGNATION -  V 127
 FB1201  PID         -  FB1201
 FB1201  STATE/COUNTY-  TN/COCKE
 FB1201  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1201
 FB1201                         *CURRENT SURVEY CONTROL
 FB1201  ___________________________________________________________________
 FB1201* NAD 83(1986)-  35 55 18.     (N)    083 01 23.     (W)     SCALED    
 FB1201* NAVD 88     -       347.694  (meters)    1140.73   (feet)  ADJUSTED  
 FB1201  ___________________________________________________________________
 FB1201  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FB1201  DYNAMIC HT  -         347.358 (meters)    1139.62  (feet)  COMP
 FB1201  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 FB1201
 FB1201  VERT ORDER  -  FIRST     CLASS II
 FB1201
 FB1201.The horizontal coordinates were scaled from a topographic map and have
 FB1201.an estimated accuracy of +/- 6 seconds.
 FB1201
 FB1201.The orthometric height was determined by differential leveling
 FB1201.and adjusted by the National Geodetic Survey in June 1991..
 FB1201
 FB1201.The geoid height was determined by GEOID03.
 FB1201
 FB1201.The dynamic height is computed by dividing the NAVD 88
 FB1201.geopotential number by the normal gravity value computed on the
 FB1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1201.degrees latitude (g = 980.6199 gals.).
 FB1201
 FB1201.The modeled gravity was interpolated from observed gravity values.
 FB1201
 FB1201;                    North         East    Units  Estimated Accuracy
 FB1201;SPC TN       -   180,310.      868,620.      MT  (+/- 180 meters Scaled)
 FB1201
 FB1201                          SUPERSEDED SURVEY CONTROL
 FB1201
 FB1201  NGVD 29 (??/??/92)  347.838  (m)         1141.20   (f) ADJ UNCH    1 2
 FB1201
 FB1201.Superseded values are not recommended for survey control.
 FB1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1201.See file dsdata.txt to determine how the superseded data were derived.
 FB1201
 FB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV174771(NAD 83)
 FB1201_MARKER: DB = BENCH MARK DISK
 FB1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1201_STAMPING: V 127 1935
 FB1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1201+STABILITY: SURFACE MOTION
 FB1201
 FB1201  HISTORY     - Date     Condition        Report By
 FB1201  HISTORY     - 1935     MONUMENTED       CGS
 FB1201  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1201  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1201
 FB1201                          STATION DESCRIPTION
 FB1201
 FB1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1201'0.2 MI NE FROM DEL RIO.
 FB1201'0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1201'AT DEL RIO, COCKE COUNTY, 3 FEET SOUTHWEST OF MILEPOST 195, AT
 FB1201'A DIRT-ROAD CROSSING, 7 YARDS SOUTHWEST OF THE CENTERLINE OF
 FB1201'THE ROAD, 3 YARDS WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP
 FB1201'OF THE RAIL.  A STANDARD DISK, STAMPED V 127 1935 AND SET IN
 FB1201'THE TOP OF A CONCRETE POST.
 FB1201
 FB1201                          STATION RECOVERY (1967)
 FB1201
 FB1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1777 ***********************************************************************
 GA1777  DESIGNATION -  V 128
 GA1777  PID         -  GA1777
 GA1777  STATE/COUNTY-  TN/HAMBLEN
 GA1777  USGS QUAD   -  MORRISTOWN (1979)
 GA1777
 GA1777                         *CURRENT SURVEY CONTROL
 GA1777  ___________________________________________________________________
 GA1777* NAD 83(1986)-  36 09 32.     (N)    083 17 02.     (W)     SCALED    
 GA1777* NAVD 88     -       386.043  (meters)    1266.54   (feet)  ADJUSTED  
 GA1777  ___________________________________________________________________
 GA1777  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1777  DYNAMIC HT  -         385.682 (meters)    1265.36  (feet)  COMP
 GA1777  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 GA1777
 GA1777  VERT ORDER  -  FIRST     CLASS I
 GA1777
 GA1777.The horizontal coordinates were scaled from a topographic map and have
 GA1777.an estimated accuracy of +/- 6 seconds.
 GA1777
 GA1777.The orthometric height was determined by differential leveling
 GA1777.and adjusted by the National Geodetic Survey in June 1991..
 GA1777
 GA1777.The geoid height was determined by GEOID03.
 GA1777
 GA1777.The dynamic height is computed by dividing the NAVD 88
 GA1777.geopotential number by the normal gravity value computed on the
 GA1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1777.degrees latitude (g = 980.6199 gals.).
 GA1777
 GA1777.The modeled gravity was interpolated from observed gravity values.
 GA1777
 GA1777;                    North         East    Units  Estimated Accuracy
 GA1777;SPC TN       -   205,940.      844,360.      MT  (+/- 180 meters Scaled)
 GA1777
 GA1777                          SUPERSEDED SURVEY CONTROL
 GA1777
 GA1777  NGVD 29 (??/??/92)  386.181  (m)         1267.00   (f) ADJ UNCH    1 1
 GA1777
 GA1777.Superseded values are not recommended for survey control.
 GA1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1777.See file dsdata.txt to determine how the superseded data were derived.
 GA1777
 GA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA945039(NAD 83)
 GA1777_MARKER: DB = BENCH MARK DISK
 GA1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1777_STAMPING: V 128 1935
 GA1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1777+STABILITY: SURFACE MOTION
 GA1777
 GA1777  HISTORY     - Date     Condition        Report By
 GA1777  HISTORY     - 1935     MONUMENTED       CGS
 GA1777  HISTORY     - 1967     GOOD             NGS
 GA1777
 GA1777                          STATION DESCRIPTION
 GA1777
 GA1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1777'4 MI N FROM WHITE PINE.
 GA1777'ABOUT 4.0 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1777'FROM THE POST OFFICE AT WHITE PINE, 3 FEET NORTHWEST OF MILEPOST
 GA1777'223, 25 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE
 GA1777'RAILROAD AND A PRIVATE ROAD, 9 FEET EAST OF THE EAST RAIL OF THE
 GA1777'TRACK, 22 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 GA1777'BUILDING, 24 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD, 1.5
 GA1777'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 GA1777'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1777'PROJECTS 2 INCHES.  NOTE-- THE POST IS LEANING SLIGHTLY TO THE
 GA1777'EAST, BUT IT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2196 ***********************************************************************
 GA2196  DESIGNATION -  V 129
 GA2196  PID         -  GA2196
 GA2196  STATE/COUNTY-  TN/JEFFERSON
 GA2196  USGS QUAD   -  NEW MARKET (1987)
 GA2196
 GA2196                         *CURRENT SURVEY CONTROL
 GA2196  ___________________________________________________________________
 GA2196* NAD 83(1986)-  36 05 29.     (N)    083 36 19.     (W)     SCALED    
 GA2196* NAVD 88     -       290.358  (meters)     952.62   (feet)  ADJUSTED  
 GA2196  ___________________________________________________________________
 GA2196  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2196  DYNAMIC HT  -         290.092 (meters)     951.74  (feet)  COMP
 GA2196  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA2196
 GA2196  VERT ORDER  -  FIRST     CLASS I
 GA2196
 GA2196.The horizontal coordinates were scaled from a topographic map and have
 GA2196.an estimated accuracy of +/- 6 seconds.
 GA2196
 GA2196.The orthometric height was determined by differential leveling
 GA2196.and adjusted by the National Geodetic Survey in June 1991..
 GA2196
 GA2196.The geoid height was determined by GEOID03.
 GA2196
 GA2196.The dynamic height is computed by dividing the NAVD 88
 GA2196.geopotential number by the normal gravity value computed on the
 GA2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2196.degrees latitude (g = 980.6199 gals.).
 GA2196
 GA2196.The modeled gravity was interpolated from observed gravity values.
 GA2196
 GA2196;                    North         East    Units  Estimated Accuracy
 GA2196;SPC TN       -   197,690.      815,640.      MT  (+/- 180 meters Scaled)
 GA2196
 GA2196                          SUPERSEDED SURVEY CONTROL
 GA2196
 GA2196  NGVD 29 (??/??/92)  290.494  (m)          953.06   (f) ADJ UNCH    1 1
 GA2196
 GA2196.Superseded values are not recommended for survey control.
 GA2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2196.See file dsdata.txt to determine how the superseded data were derived.
 GA2196
 GA2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV654972(NAD 83)
 GA2196_MARKER: DB = BENCH MARK DISK
 GA2196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2196_SP_SET: OVERPASS
 GA2196_STAMPING: V 129 1936
 GA2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2196
 GA2196  HISTORY     - Date     Condition        Report By
 GA2196  HISTORY     - 1936     MONUMENTED       CGS
 GA2196  HISTORY     - 1967     GOOD             NGS
 GA2196
 GA2196                          STATION DESCRIPTION
 GA2196
 GA2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2196'5 MI E FROM STRAWBERRY PLAINS.
 GA2196'ABOUT 4.9 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2196'OFFICE AT STRAWBERRY PLAINS, THENCE 0.1 MILE NORTH ALONG A
 GA2196'BLACK TOPPED ROAD, ALONG THE SOUTHERN RAILWAY, ABOUT 8 1/2
 GA2196'RAILS SOUTHWEST OF MILEPOST 109, SET ON THE TOP OF THE SOUTHWEST
 GA2196'END OF THE NORTHWEST CONCRETE HEAD WALL OF A RAILROAD OVERPASS
 GA2196'OVER THE ROAD, 6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA2196'WESTBOUND TRACK, 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE--
 GA2196'IT APPEARS THAT THE BRIDGE HAS BEEN REPAIRED AND THE MARK WAS
 GA2196'RESET ABOUT 2 DECIMETER HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0785 ***********************************************************************
 GD0785  DESIGNATION -  V 13
 GD0785  PID         -  GD0785
 GD0785  STATE/COUNTY-  TN/OBION
 GD0785  USGS QUAD   -  UNION CITY (1980)
 GD0785
 GD0785                         *CURRENT SURVEY CONTROL
 GD0785  ___________________________________________________________________
 GD0785* NAD 83(1986)-  36 24 56.     (N)    089 03 59.     (W)     SCALED    
 GD0785* NAVD 88     -        98.523  (meters)     323.24   (feet)  ADJUSTED  
 GD0785  ___________________________________________________________________
 GD0785  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0785  DYNAMIC HT  -          98.445 (meters)     322.98  (feet)  COMP
 GD0785  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 GD0785
 GD0785  VERT ORDER  -  SECOND    CLASS 0
 GD0785
 GD0785.The horizontal coordinates were scaled from a topographic map and have
 GD0785.an estimated accuracy of +/- 6 seconds.
 GD0785
 GD0785.The orthometric height was determined by differential leveling
 GD0785.and adjusted by the National Geodetic Survey in June 1991..
 GD0785
 GD0785.The geoid height was determined by GEOID03.
 GD0785
 GD0785.The dynamic height is computed by dividing the NAVD 88
 GD0785.geopotential number by the normal gravity value computed on the
 GD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0785.degrees latitude (g = 980.6199 gals.).
 GD0785
 GD0785.The modeled gravity was interpolated from observed gravity values.
 GD0785
 GD0785;                    North         East    Units  Estimated Accuracy
 GD0785;SPC TN       -   235,330.      325,030.      MT  (+/- 180 meters Scaled)
 GD0785
 GD0785                          SUPERSEDED SURVEY CONTROL
 GD0785
 GD0785  NGVD 29 (??/??/??)   98.518  (m)          323.22   (f) ADJUSTED    2 0
 GD0785
 GD0785.Superseded values are not recommended for survey control.
 GD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0785.See file dsdata.txt to determine how the superseded data were derived.
 GD0785
 GD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF147320(NAD 83)
 GD0785_MARKER: DB = BENCH MARK DISK
 GD0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0785_SP_SET: BRIDGE
 GD0785_STAMPING: V 13 1935
 GD0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0785
 GD0785  HISTORY     - Date     Condition        Report By
 GD0785  HISTORY     - 1935     MONUMENTED       CGS
 GD0785  HISTORY     - 1971     MARK NOT FOUND   BRADY
 GD0785
 GD0785                          STATION DESCRIPTION
 GD0785
 GD0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0785'0.7 MI W FROM UNION CITY.
 GD0785'0.7 MILE WEST ALONG U.S. HIGHWAY 51 FROM THE SOUTH CITY LIMITS
 GD0785'AT UNION CITY, OBION COUNTY, ABOUT 100 YARDS NORTHWEST OF A
 GD0785'MEAT-PACKING PLANT, AT THE EAST ABUTMENT OF A CONCRETE BRIDGE,
 GD0785'AND IN THE TOP OF THE NORTH WING WALL.  A STANDARD DISK, STAMPED
 GD0785'V 13 1935.  NOTE-- BRIDGE HAS BEEN REPLACED.
 GD0785
 GD0785                          STATION RECOVERY (1971)
 GD0785
 GD0785'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 GD0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2314 ***********************************************************************
 GB2314  DESIGNATION -  V 131 RESET
 GB2314  PID         -  GB2314
 GB2314  STATE/COUNTY-  TN/ANDERSON
 GB2314  USGS QUAD   -  NORRIS (1990)
 GB2314
 GB2314                         *CURRENT SURVEY CONTROL
 GB2314  ___________________________________________________________________
 GB2314* NAD 83(1986)-  36 11 08.     (N)    084 03 44.     (W)     SCALED    
 GB2314* NAVD 88     -       279.61   (meters)     917.4    (feet)  RESET     
 GB2314  ___________________________________________________________________
 GB2314  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB2314
 GB2314  VERT ORDER  -  THIRD
 GB2314
 GB2314.The horizontal coordinates were scaled from a topographic map and have
 GB2314.an estimated accuracy of +/- 6 seconds.
 GB2314
 GB2314.The orthometric height was computed from unverified reset data.
 GB2314.No vertical observational check was made to the station.
 GB2314
 GB2314.The geoid height was determined by GEOID03.
 GB2314
 GB2314;                    North         East    Units  Estimated Accuracy
 GB2314;SPC TN       -   207,230.      774,290.      MT  (+/- 180 meters Scaled)
 GB2314
 GB2314                          SUPERSEDED SURVEY CONTROL
 GB2314
 GB2314  NGVD 29 (10/12/01)  279.75   (m)          917.8    (f) RESET       3  
 GB2314
 GB2314.Superseded values are not recommended for survey control.
 GB2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2314.See file dsdata.txt to determine how the superseded data were derived.
 GB2314
 GB2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF641085(NAD 83)
 GB2314_MARKER: DB = BENCH MARK DISK
 GB2314_SETTING: 0 = UNSPECIFIED SETTING
 GB2314_STAMPING: V 131 TVA RESET 1977
 GB2314_MARK LOGO: NGS   
 GB2314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2314
 GB2314  HISTORY     - Date     Condition        Report By
 GB2314  HISTORY     - 1977     MONUMENTED       NGS
 GB2314
 GB2314                          STATION DESCRIPTION
 GB2314
 GB2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GB2314'0.9 MI SOUTH FROM NORRIS.
 GB2314'0.9 MILE SOUTH OF NORRIS AT THE JUNCTION OF STATE HIGHWAY 61 AND
 GB2314'U.S. HIGHWAY 441, 25 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND
 GB2314'LANE OF HIGHWAY 441, 25 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND
 GB2314'LANE OF HIGHWAY 441, AND 107 FEET EAST OF THE EAST JUNCTION OF
 GB2314'U.S. HIGHWAY 441 AND STATE HIGHWAY 61.  A PRE-CAST ALUMINUMMONUMENT,
 GB2314'WITH MAGNETS.
 GB2314'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2348 ***********************************************************************
 GA2348  DESIGNATION -  V 132
 GA2348  PID         -  GA2348
 GA2348  STATE/COUNTY-  TN/CLAIBORNE
 GA2348  USGS QUAD   -  AUSMUS (1980)
 GA2348
 GA2348                         *CURRENT SURVEY CONTROL
 GA2348  ___________________________________________________________________
 GA2348* NAD 83(1986)-  36 28 47.     (N)    083 50 16.     (W)     SCALED    
 GA2348* NAVD 88     -       370.308  (meters)    1214.92   (feet)  ADJUSTED  
 GA2348  ___________________________________________________________________
 GA2348  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2348  DYNAMIC HT  -         369.984 (meters)    1213.86  (feet)  COMP
 GA2348  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 GA2348
 GA2348  VERT ORDER  -  SECOND    CLASS 0
 GA2348
 GA2348.The horizontal coordinates were scaled from a topographic map and have
 GA2348.an estimated accuracy of +/- 6 seconds.
 GA2348
 GA2348.The orthometric height was determined by differential leveling
 GA2348.and adjusted by the National Geodetic Survey in June 1991..
 GA2348
 GA2348.The geoid height was determined by GEOID03.
 GA2348
 GA2348.The dynamic height is computed by dividing the NAVD 88
 GA2348.geopotential number by the normal gravity value computed on the
 GA2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2348.degrees latitude (g = 980.6199 gals.).
 GA2348
 GA2348.The modeled gravity was interpolated from observed gravity values.
 GA2348
 GA2348;                    North         East    Units  Estimated Accuracy
 GA2348;SPC TN       -   240,290.      793,750.      MT  (+/- 180 meters Scaled)
 GA2348
 GA2348                          SUPERSEDED SURVEY CONTROL
 GA2348
 GA2348  NGVD 29 (??/??/92)  370.455  (m)         1215.40   (f) ADJ UNCH    2 0
 GA2348
 GA2348.Superseded values are not recommended for survey control.
 GA2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2348.See file dsdata.txt to determine how the superseded data were derived.
 GA2348
 GA2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA457409(NAD 83)
 GA2348_MARKER: DB = BENCH MARK DISK
 GA2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2348_STAMPING: V 132 1936
 GA2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2348+STABILITY: SURFACE MOTION
 GA2348
 GA2348  HISTORY     - Date     Condition        Report By
 GA2348  HISTORY     - 1936     MONUMENTED       CGS
 GA2348  HISTORY     - 1949     GOOD             NGS
 GA2348  HISTORY     - 1965     GOOD             NGS
 GA2348
 GA2348                          STATION DESCRIPTION
 GA2348
 GA2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2348'11.4 MI W FROM ARTHUR.
 GA2348'11.4 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2348'STATION AT ARTHUR, CLAIBORNE COUNTY, 3.2 MILES WEST OF THE
 GA2348'POWELL VALLEY HIGH SCHOOL, 3.2 MILES EAST OF THE SPEEDWELL
 GA2348'CHURCH, 50 YARDS EAST OF A YELLOW FRAMEHOUSE NORTH OF THE HIGHWAY,
 GA2348'13 YARDS WEST OF THE CENTERLINE OF A CREEK, 8 YARDS SOUTH OF THE
 GA2348'CENTERLINE OF THE HIGHWAY, AND 15 FEET WEST OF THE CENTERLINE OF
 GA2348'A LANE LEADING SOUTH, STEEL POST WITH CONTROL-MARKER SIGN SET
 GA2348'4 FEET EAST OF MONUMENT.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA2348'DISK, STAMPED V 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
 GA2348
 GA2348                          STATION RECOVERY (1965)
 GA2348
 GA2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0848 ***********************************************************************
 GD0848  DESIGNATION -  V 133
 GD0848  PID         -  GD0848
 GD0848  STATE/COUNTY-  TN/LAKE
 GD0848  USGS QUAD   -  MOORING (1983)
 GD0848
 GD0848                         *CURRENT SURVEY CONTROL
 GD0848  ___________________________________________________________________
 GD0848* NAD 83(1986)-  36 17 33.     (N)    089 31 02.     (W)     SCALED    
 GD0848* NAVD 88     -        84.320  (meters)     276.64   (feet)  ADJUSTED  
 GD0848  ___________________________________________________________________
 GD0848  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0848  DYNAMIC HT  -          84.252 (meters)     276.42  (feet)  COMP
 GD0848  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 GD0848
 GD0848  VERT ORDER  -  FIRST     CLASS II
 GD0848
 GD0848.The horizontal coordinates were scaled from a topographic map and have
 GD0848.an estimated accuracy of +/- 6 seconds.
 GD0848
 GD0848.The orthometric height was determined by differential leveling
 GD0848.and adjusted by the National Geodetic Survey in June 1991..
 GD0848
 GD0848.The geoid height was determined by GEOID03.
 GD0848
 GD0848.The dynamic height is computed by dividing the NAVD 88
 GD0848.geopotential number by the normal gravity value computed on the
 GD0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0848.degrees latitude (g = 980.6199 gals.).
 GD0848
 GD0848.The modeled gravity was interpolated from observed gravity values.
 GD0848
 GD0848;                    North         East    Units  Estimated Accuracy
 GD0848;SPC TN       -   223,050.      284,120.      MT  (+/- 180 meters Scaled)
 GD0848
 GD0848                          SUPERSEDED SURVEY CONTROL
 GD0848
 GD0848  NGVD 29 (??/??/??)   84.244  (m)          276.39   (f) ADJUSTED    1 2
 GD0848
 GD0848.Superseded values are not recommended for survey control.
 GD0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0848.See file dsdata.txt to determine how the superseded data were derived.
 GD0848
 GD0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF739193(NAD 83)
 GD0848_MARKER: DB = BENCH MARK DISK
 GD0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0848_STAMPING: V 133 1957
 GD0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0848+STABILITY: SURFACE MOTION
 GD0848
 GD0848  HISTORY     - Date     Condition        Report By
 GD0848  HISTORY     - 1957     MONUMENTED       CGS
 GD0848  HISTORY     - 1971     MARK NOT FOUND   USGS
 GD0848
 GD0848                          STATION DESCRIPTION
 GD0848
 GD0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0848'1.4 MI S FROM MOORING.
 GD0848'ABOUT 14.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL
 GD0848'AND ROAD JUNCTION AT MOORING, AT THE JUNCTION OF A GRAVEL ROAD
 GD0848'EAST, 26 FEET WEST OF CENTER LINE OF BLACK TOP ROAD, 37 FEET
 GD0848'NORTHWEST OF CENTER OF JUNCTION, 61 FEET SOUTH OF A LONE 36-INCH
 GD0848'SWEET GUM TREE, 43 FEET NORTHEAST OF NORTHEAST CORNER OF A HOUSE
 GD0848'WITH RED BRICK SIDING, 6 1/2 FEET NORTH OF A FENCE CORNER, 1
 GD0848'FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A CONCRETE WITNESS
 GD0848'POST, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 GD0848'CONCRETE POST PROJECTING 4 INCHES.
 GD0848
 GD0848                          STATION RECOVERY (1971)
 GD0848
 GD0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GD0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0926 ***********************************************************************
 FE0926  DESIGNATION -  V 134
 FE0926  PID         -  FE0926
 FE0926  STATE/COUNTY-  TN/LAUDERDALE
 FE0926  USGS QUAD   -  GATES (1983)
 FE0926
 FE0926                         *CURRENT SURVEY CONTROL
 FE0926  ___________________________________________________________________
 FE0926* NAD 83(1986)-  35 52 26.     (N)    089 23 38.     (W)     SCALED    
 FE0926* NAVD 88     -        96.873  (meters)     317.82   (feet)  ADJUSTED  
 FE0926  ___________________________________________________________________
 FE0926  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0926  DYNAMIC HT  -          96.790 (meters)     317.55  (feet)  COMP
 FE0926  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0926
 FE0926  VERT ORDER  -  FIRST     CLASS I
 FE0926
 FE0926.The horizontal coordinates were scaled from a topographic map and have
 FE0926.an estimated accuracy of +/- 6 seconds.
 FE0926
 FE0926.The orthometric height was determined by differential leveling
 FE0926.and adjusted by the National Geodetic Survey in June 1991..
 FE0926
 FE0926.The geoid height was determined by GEOID03.
 FE0926
 FE0926.The dynamic height is computed by dividing the NAVD 88
 FE0926.geopotential number by the normal gravity value computed on the
 FE0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0926.degrees latitude (g = 980.6199 gals.).
 FE0926
 FE0926.The modeled gravity was interpolated from observed gravity values.
 FE0926
 FE0926;                    North         East    Units  Estimated Accuracy
 FE0926;SPC TN       -   176,240.      293,590.      MT  (+/- 180 meters Scaled)
 FE0926
 FE0926                          SUPERSEDED SURVEY CONTROL
 FE0926
 FE0926  NGVD 29 (??/??/??)   96.816  (m)          317.64   (f) ADJUSTED    1 1
 FE0926
 FE0926.Superseded values are not recommended for survey control.
 FE0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0926.See file dsdata.txt to determine how the superseded data were derived.
 FE0926
 FE0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE838726(NAD 83)
 FE0926_MARKER: DB = BENCH MARK DISK
 FE0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0926_SP_SET: CONCRETE BASE
 FE0926_STAMPING: V 134 1957
 FE0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0926
 FE0926  HISTORY     - Date     Condition        Report By
 FE0926  HISTORY     - 1957     MONUMENTED       CGS
 FE0926  HISTORY     - 1974     GOOD             NGS
 FE0926  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0926
 FE0926                          STATION DESCRIPTION
 FE0926
 FE0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0926'AT HALLS.
 FE0926'AT HALLS, SET HORIZONTALLY IN THE TOP OF THE NORTHWEST CORNER
 FE0926'OF THE CONCRETE BASE OF THE NORTHWEST LEG OF THE CITY WATER
 FE0926'TOWER AT THE JUNCTION OF SOUTH FRONT STREET AND SHANNON STREET,
 FE0926'ONE BLOCK EAST OF U.S. HIGHWAY 51 26 FEET EAST OF THE CENTER OF
 FE0926'THE JUNCTION, 3 FEET NORTH OF THE EXTENDED CENTER LINE OF
 FE0926'SHANNON STREET, 1 FOOT ABOVE STREETS.
 FE0926
 FE0926                          STATION RECOVERY (2002)
 FE0926
 FE0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0926'AREA NOW ASPHALT PAVED. WATER TOWER NO LONGER EXISTS. HOWEVER THER
 FE0926'FOUR LEG BASES ARE DISTINGUISHABLE UNDER PAVEMENT. ASPHALT IS SLIGHTLY
 FE0926'HIGHER AS IF CONCRETE BASES WERE NOT DESTROYED WHEN TOWER WAS TORN
 FE0926'DOWN. MONUMENT POSSIBLY STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0392 ***********************************************************************
 GD0392  DESIGNATION -  V 14
 GD0392  PID         -  GD0392
 GD0392  STATE/COUNTY-  TN/GIBSON
 GD0392  USGS QUAD   -  YORKVILLE (1980)
 GD0392
 GD0392                         *CURRENT SURVEY CONTROL
 GD0392  ___________________________________________________________________
 GD0392* NAD 83(1986)-  36 05 18.     (N)    089 00 05.     (W)     SCALED    
 GD0392* NAVD 88     -       112.080  (meters)     367.72   (feet)  ADJUSTED  
 GD0392  ___________________________________________________________________
 GD0392  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0392  DYNAMIC HT  -         111.986 (meters)     367.41  (feet)  COMP
 GD0392  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 GD0392
 GD0392  VERT ORDER  -  SECOND    CLASS 0
 GD0392
 GD0392.The horizontal coordinates were scaled from a topographic map and have
 GD0392.an estimated accuracy of +/- 6 seconds.
 GD0392
 GD0392.The orthometric height was determined by differential leveling
 GD0392.and adjusted by the National Geodetic Survey in June 1991..
 GD0392
 GD0392.The geoid height was determined by GEOID03.
 GD0392
 GD0392.The dynamic height is computed by dividing the NAVD 88
 GD0392.geopotential number by the normal gravity value computed on the
 GD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0392.degrees latitude (g = 980.6199 gals.).
 GD0392
 GD0392.The modeled gravity was interpolated from observed gravity values.
 GD0392
 GD0392;                    North         East    Units  Estimated Accuracy
 GD0392;SPC TN       -   198,860.      329,740.      MT  (+/- 180 meters Scaled)
 GD0392
 GD0392                          SUPERSEDED SURVEY CONTROL
 GD0392
 GD0392  NGVD 29 (??/??/??)  112.103  (m)          367.79   (f) ADJUSTED    2 0
 GD0392
 GD0392.Superseded values are not recommended for survey control.
 GD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0392.See file dsdata.txt to determine how the superseded data were derived.
 GD0392
 GD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE198956(NAD 83)
 GD0392_MARKER: DB = BENCH MARK DISK
 GD0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0392_STAMPING: V 14 1935
 GD0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0392+STABILITY: SURFACE MOTION
 GD0392
 GD0392  HISTORY     - Date     Condition        Report By
 GD0392  HISTORY     - 1935     MONUMENTED       CGS
 GD0392  HISTORY     - 1974     GOOD             NGS
 GD0392  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0392
 GD0392                          STATION DESCRIPTION
 GD0392
 GD0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0392'1.4 MI N FROM DYER.
 GD0392'1.4 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0392'STATION AT DYER, GIBSON COUNTY, AT MILEAGE 422.65, AT A PRIVATE
 GD0392'ROAD CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE TRACK, 12
 GD0392'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF THE
 GD0392'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 14 1935 AND SET IN
 GD0392'THE TOP OF A CONCRETE POST.  NOTE-- THERE IS NO EVIDENCE THAT THE
 GD0392'RR RIGHT-OF-WAY HAS BEEN CLEARED RECENTLY IN THIS AREA, AND IT
 GD0392'IS PRESUMED THAT THIS BENCH MARK WAS DESTROYED BY EQUIPMENT
 GD0392'USED IN CLEARING THE AREA.
 GD0392
 GD0392                          STATION RECOVERY (1974)
 GD0392
 GD0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0392'RECOVERED IN GOOD CONDITION.
 GD0392
 GD0392                          STATION RECOVERY (2002)
 GD0392
 GD0392'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0321 ***********************************************************************
 FC0321  DESIGNATION -  V 15
 FC0321  PID         -  FC0321
 FC0321  STATE/COUNTY-  TN/MCMINN
 FC0321  USGS QUAD   -  ENGLEWOOD (1980)
 FC0321
 FC0321                         *CURRENT SURVEY CONTROL
 FC0321  ___________________________________________________________________
 FC0321* NAD 83(1986)-  35 25 34.     (N)    084 29 28.     (W)     SCALED    
 FC0321* NAVD 88     -       264.756  (meters)     868.62   (feet)  ADJUSTED  
 FC0321  ___________________________________________________________________
 FC0321  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0321  DYNAMIC HT  -         264.501 (meters)     867.78  (feet)  COMP
 FC0321  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 FC0321
 FC0321  VERT ORDER  -  SECOND    CLASS 0
 FC0321
 FC0321.The horizontal coordinates were scaled from a topographic map and have
 FC0321.an estimated accuracy of +/- 6 seconds.
 FC0321
 FC0321.The orthometric height was determined by differential leveling
 FC0321.and adjusted by the National Geodetic Survey in June 1991..
 FC0321
 FC0321.The geoid height was determined by GEOID03.
 FC0321
 FC0321.The dynamic height is computed by dividing the NAVD 88
 FC0321.geopotential number by the normal gravity value computed on the
 FC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0321.degrees latitude (g = 980.6199 gals.).
 FC0321
 FC0321.The modeled gravity was interpolated from observed gravity values.
 FC0321
 FC0321;                    North         East    Units  Estimated Accuracy
 FC0321;SPC TN       -   122,300.      737,020.      MT  (+/- 180 meters Scaled)
 FC0321
 FC0321                          SUPERSEDED SURVEY CONTROL
 FC0321
 FC0321  NGVD 29 (??/??/92)  264.836  (m)          868.88   (f) ADJ UNCH    2 0
 FC0321
 FC0321.Superseded values are not recommended for survey control.
 FC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0321.See file dsdata.txt to determine how the superseded data were derived.
 FC0321
 FC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277231(NAD 83)
 FC0321_MARKER: DB = BENCH MARK DISK
 FC0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0321_STAMPING: V 15 1933
 FC0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0321+STABILITY: SURFACE MOTION
 FC0321
 FC0321  HISTORY     - Date     Condition        Report By
 FC0321  HISTORY     - 1933     MONUMENTED       CGS
 FC0321  HISTORY     - 1949     GOOD             NGS
 FC0321
 FC0321                          STATION DESCRIPTION
 FC0321
 FC0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0321'AT ENGLEWOOD.
 FC0321'AT ENGLEWOOD, MC MINN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FC0321'RAILROAD, 1/8 MILE WEST OF THE JUNCTION OF A BRANCH LINE, 170
 FC0321'FEET EAST OF A WATER TANK, 46 FEET SOUTHEAST OF THE CENTER OF THE
 FC0321'RAILROAD CROSSING, 33.6 FEET SOUTH OF THE SOUTH RAIL, 18.5 FEET
 FC0321'NORTH OF THE NORTHEAST CORNER OF A FENCE AROUND THE SUBSTATION OF
 FC0321'THE TENNESSEE POWER CO., AND IN LINE WITH THE WEST SIDE OF A
 FC0321'FENCE.  A STANDARD DISK, STAMPED V 15 1933 AND SET IN THE TOP
 FC0321'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0460 ***********************************************************************
 FE0460  DESIGNATION -  V 154
 FE0460  PID         -  FE0460
 FE0460  STATE/COUNTY-  TN/HARDEMAN
 FE0460  USGS QUAD   -  MIDDLETON (1980)
 FE0460
 FE0460                         *CURRENT SURVEY CONTROL
 FE0460  ___________________________________________________________________
 FE0460* NAD 83(1986)-  35 03 48.     (N)    088 53 27.     (W)     SCALED    
 FE0460* NAVD 88     -       124.718  (meters)     409.18   (feet)  ADJUSTED  
 FE0460  ___________________________________________________________________
 FE0460  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0460  DYNAMIC HT  -         124.600 (meters)     408.79  (feet)  COMP
 FE0460  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FE0460
 FE0460  VERT ORDER  -  FIRST     CLASS II
 FE0460
 FE0460.The horizontal coordinates were scaled from a topographic map and have
 FE0460.an estimated accuracy of +/- 6 seconds.
 FE0460
 FE0460.The orthometric height was determined by differential leveling
 FE0460.and adjusted by the National Geodetic Survey in June 1991..
 FE0460
 FE0460.The geoid height was determined by GEOID03.
 FE0460
 FE0460.The dynamic height is computed by dividing the NAVD 88
 FE0460.geopotential number by the normal gravity value computed on the
 FE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0460.degrees latitude (g = 980.6199 gals.).
 FE0460
 FE0460.The modeled gravity was interpolated from observed gravity values.
 FE0460
 FE0460;                    North         East    Units  Estimated Accuracy
 FE0460;SPC TN       -    84,890.      336,330.      MT  (+/- 180 meters Scaled)
 FE0460
 FE0460                          SUPERSEDED SURVEY CONTROL
 FE0460
 FE0460  NGVD 29 (??/??/??)  124.690  (m)          409.09   (f) ADJUSTED    1 2
 FE0460
 FE0460.Superseded values are not recommended for survey control.
 FE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0460.See file dsdata.txt to determine how the superseded data were derived.
 FE0460
 FE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD275817(NAD 83)
 FE0460_MARKER: DB = BENCH MARK DISK
 FE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0460_STAMPING: V 154 1944
 FE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0460+STABILITY: SURFACE MOTION
 FE0460
 FE0460  HISTORY     - Date     Condition        Report By
 FE0460  HISTORY     - 1944     MONUMENTED       CGS
 FE0460  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE0460  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0460
 FE0460                          STATION DESCRIPTION
 FE0460
 FE0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE0460'AT MIDDLETON.
 FE0460'AT MIDDLETON, HARDEMAN COUNTY, ABOUT 10 RAILS WEST OF THE WEST
 FE0460'END OF THE SOUTHERN RAILWAY STATION, ABOUT 5 RAILS EAST OF THE
 FE0460'MAIN ROAD CROSSING, 27.8 FEET SOUTH OF THE CENTERLINE OF THE
 FE0460'TRACK, 3.3 FEET WEST OF A BLOCK SIGNAL, MIDWAY BETWEEN TWO
 FE0460'6-FOOT IRON POSTS ABOUT 4 FEET APART, AND ABOUT LEVEL WITH THE
 FE0460'TRACK.  A STANDARD DISK, STAMPED V 154 1944 AND SET IN THE
 FE0460'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE0460
 FE0460                          STATION RECOVERY (1983)
 FE0460
 FE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0460'NOT RECOVERED.  PROBABLY DESTROYED WHEN NEW RAILROAD BED WAS
 FE0460'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0292 ***********************************************************************
 FE0292  DESIGNATION -  V 155
 FE0292  PID         -  FE0292
 FE0292  STATE/COUNTY-  TN/HARDIN
 FE0292  USGS QUAD   -  COUNCE (1984)
 FE0292
 FE0292                         *CURRENT SURVEY CONTROL
 FE0292  ___________________________________________________________________
 FE0292* NAD 83(1986)-  35 06 41.     (N)    088 18 37.     (W)     SCALED    
 FE0292* NAVD 88     -       117.726  (meters)     386.24   (feet)  ADJUSTED  
 FE0292  ___________________________________________________________________
 FE0292  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE0292  DYNAMIC HT  -         117.618 (meters)     385.89  (feet)  COMP
 FE0292  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0292
 FE0292  VERT ORDER  -  FIRST     CLASS II
 FE0292
 FE0292.The horizontal coordinates were scaled from a topographic map and have
 FE0292.an estimated accuracy of +/- 6 seconds.
 FE0292
 FE0292.The orthometric height was determined by differential leveling
 FE0292.and adjusted by the National Geodetic Survey in June 1991..
 FE0292
 FE0292.The geoid height was determined by GEOID03.
 FE0292
 FE0292.The dynamic height is computed by dividing the NAVD 88
 FE0292.geopotential number by the normal gravity value computed on the
 FE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0292.degrees latitude (g = 980.6199 gals.).
 FE0292
 FE0292.The modeled gravity was interpolated from observed gravity values.
 FE0292
 FE0292;                    North         East    Units  Estimated Accuracy
 FE0292;SPC TN       -    88,810.      389,400.      MT  (+/- 180 meters Scaled)
 FE0292
 FE0292                          SUPERSEDED SURVEY CONTROL
 FE0292
 FE0292  NGVD 29 (??/??/??)  117.736  (m)          386.27   (f) ADJUSTED    1 2
 FE0292
 FE0292.Superseded values are not recommended for survey control.
 FE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0292.See file dsdata.txt to determine how the superseded data were derived.
 FE0292
 FE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD805861(NAD 83)
 FE0292_MARKER: DD = SURVEY DISK
 FE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0292_STAMPING: V 155 1944
 FE0292_MARK LOGO: TNGS  
 FE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0292+STABILITY: SURFACE MOTION
 FE0292
 FE0292  HISTORY     - Date     Condition        Report By
 FE0292  HISTORY     - 1944     MONUMENTED       TNGS
 FE0292  HISTORY     - 1947     GOOD             CGS
 FE0292
 FE0292                          STATION DESCRIPTION
 FE0292
 FE0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0292'1.3 MI N FROM HAMBURG.
 FE0292'1.3 MILES NORTH ALONG A ROAD TO PITTSBURG LANDING FROM THE MAIN
 FE0292'ROAD JUNCTION AT HAMBURG, ABOUT 0.5 MILE SOUTH OF A STEEL BRIDGE
 FE0292'OVER LICK CREEK DRAINAGE CANAL, AT A GROUP OF 3 24-INCH TRIANGULAR
 FE0292'BLAZED HICKORY TREES, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0292'ROAD, 34 FEET WEST OF THE SOUTHWEST END OF AN 18-INCH WOOD CULVERT
 FE0292'UNDER THE ROAD, 7 FEET NORTH OF THE SOUTHEAST TREE, 7 FEET EAST OF
 FE0292'THE CENTER TREE, 10 FEET EAST-SOUTHEAST OF THE NORTHWEST TREE, 2
 FE0292'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FE0292'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FE0292'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0976 ***********************************************************************
 FE0976  DESIGNATION -  V 156
 FE0976  PID         -  FE0976
 FE0976  STATE/COUNTY-  TN/FAYETTE
 FE0976  USGS QUAD   -  MOSCOW SE (1983)
 FE0976
 FE0976                         *CURRENT SURVEY CONTROL
 FE0976  ___________________________________________________________________
 FE0976* NAD 83(1986)-  35 03 51.     (N)    089 21 15.     (W)     SCALED    
 FE0976* NAVD 88     -       120.412  (meters)     395.05   (feet)  ADJUSTED  
 FE0976  ___________________________________________________________________
 FE0976  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0976  DYNAMIC HT  -         120.298 (meters)     394.68  (feet)  COMP
 FE0976  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FE0976
 FE0976  VERT ORDER  -  FIRST     CLASS II
 FE0976
 FE0976.The horizontal coordinates were scaled from a topographic map and have
 FE0976.an estimated accuracy of +/- 6 seconds.
 FE0976
 FE0976.The orthometric height was determined by differential leveling
 FE0976.and adjusted by the National Geodetic Survey in June 1991..
 FE0976
 FE0976.The geoid height was determined by GEOID03.
 FE0976
 FE0976.The dynamic height is computed by dividing the NAVD 88
 FE0976.geopotential number by the normal gravity value computed on the
 FE0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0976.degrees latitude (g = 980.6199 gals.).
 FE0976
 FE0976.The modeled gravity was interpolated from observed gravity values.
 FE0976
 FE0976;                    North         East    Units  Estimated Accuracy
 FE0976;SPC TN       -    86,330.      294,090.      MT  (+/- 180 meters Scaled)
 FE0976
 FE0976                          SUPERSEDED SURVEY CONTROL
 FE0976
 FE0976  NGVD 29 (??/??/??)  120.358  (m)          394.87   (f) ADJUSTED    1 2
 FE0976
 FE0976.Superseded values are not recommended for survey control.
 FE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0976.See file dsdata.txt to determine how the superseded data were derived.
 FE0976
 FE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD853826(NAD 83)
 FE0976_MARKER: DB = BENCH MARK DISK
 FE0976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0976_STAMPING: V 156 1944
 FE0976_MARK LOGO: CGS   
 FE0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0976
 FE0976  HISTORY     - Date     Condition        Report By
 FE0976  HISTORY     - 1944     MONUMENTED       CGS
 FE0976  HISTORY     - 1983     GOOD             NGS
 FE0976
 FE0976                          STATION DESCRIPTION
 FE0976
 FE0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0976'2.8 MI E FROM MOSCOW.
 FE0976'2.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0976'MOSCOW, FAYETTE COUNTY, 125 FEET EAST OF MILEPOST 510, AT A
 FE0976'LARGE CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 FE0976'HEADWALL, 26 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 FE0976'ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0976'V 156 1944.
 FE0976
 FE0976                          STATION RECOVERY (1983)
 FE0976
 FE0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0555 ***********************************************************************
 FE0555  DESIGNATION -  V 157
 FE0555  PID         -  FE0555
 FE0555  STATE/COUNTY-  TN/MCNAIRY
 FE0555  USGS QUAD   -  GUYS (1983)
 FE0555
 FE0555                         *CURRENT SURVEY CONTROL
 FE0555  ___________________________________________________________________
 FE0555* NAD 83(1986)-  35 03 18.     (N)    088 35 42.     (W)     SCALED    
 FE0555* NAVD 88     -       126.618  (meters)     415.41   (feet)  ADJUSTED  
 FE0555  ___________________________________________________________________
 FE0555  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0555  DYNAMIC HT  -         126.498 (meters)     415.02  (feet)  COMP
 FE0555  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FE0555
 FE0555  VERT ORDER  -  FIRST     CLASS II
 FE0555
 FE0555.The horizontal coordinates were scaled from a topographic map and have
 FE0555.an estimated accuracy of +/- 6 seconds.
 FE0555
 FE0555.The orthometric height was determined by differential leveling
 FE0555.and adjusted by the National Geodetic Survey in June 1991..
 FE0555
 FE0555.The geoid height was determined by GEOID03.
 FE0555
 FE0555.The dynamic height is computed by dividing the NAVD 88
 FE0555.geopotential number by the normal gravity value computed on the
 FE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0555.degrees latitude (g = 980.6199 gals.).
 FE0555
 FE0555.The modeled gravity was interpolated from observed gravity values.
 FE0555
 FE0555;                    North         East    Units  Estimated Accuracy
 FE0555;SPC TN       -    83,210.      363,280.      MT  (+/- 180 meters Scaled)
 FE0555
 FE0555                          SUPERSEDED SURVEY CONTROL
 FE0555
 FE0555  NGVD 29 (??/??/??)  126.606  (m)          415.37   (f) ADJUSTED    1 2
 FE0555
 FE0555.Superseded values are not recommended for survey control.
 FE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0555.See file dsdata.txt to determine how the superseded data were derived.
 FE0555
 FE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD545803(NAD 83)
 FE0555_MARKER: DB = BENCH MARK DISK
 FE0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0555_SP_SET: CONCRETE BASE
 FE0555_STAMPING: V 157 1944
 FE0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0555
 FE0555  HISTORY     - Date     Condition        Report By
 FE0555  HISTORY     - 1944     MONUMENTED       CGS
 FE0555  HISTORY     - 1948     GOOD             CGS
 FE0555  HISTORY     - 1972     GOOD             TVA
 FE0555
 FE0555                          STATION DESCRIPTION
 FE0555
 FE0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0555'1.8 MI SE FROM RAMER.
 FE0555'ABOUT 1.85 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0555'RAILROAD FROM THE STATION AT RAMER, ABOUT 0.1 MILE SOUTHEAST
 FE0555'OF MILE POST 339, 95 YARDS SOUTHEAST OF A FIELD ROAD CROSSING,
 FE0555'SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF BLOCK
 FE0555'SIGNAL NO. 339/0, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 FE0555'ABOUT LEVEL WITH THE TRACK.
 FE0555'NOTE 1972--BLOCK SIGNAL POST HAS BEEN REMOVED FROM CONCRETE BASE.
 FE0555'CONCRETE BASE STILL REMAINS IN LOCATION.  OPPOSITE SIGNAL CONTROL BOX
 FE0555'ON SOUTHWEST SIDE OF RAILROAD.
 FE0555
 FE0555                          STATION RECOVERY (1972)
 FE0555
 FE0555'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0513 ***********************************************************************
 FE0513  DESIGNATION -  V 158
 FE0513  PID         -  FE0513
 FE0513  STATE/COUNTY-  TN/MCNAIRY
 FE0513  USGS QUAD   -  MT PETER (1972)
 FE0513
 FE0513                         *CURRENT SURVEY CONTROL
 FE0513  ___________________________________________________________________
 FE0513* NAD 83(1986)-  35 20 01.     (N)    088 37 06.     (W)     SCALED    
 FE0513* NAVD 88     -       133.822  (meters)     439.05   (feet)  ADJUSTED  
 FE0513  ___________________________________________________________________
 FE0513  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0513  DYNAMIC HT  -         133.699 (meters)     438.64  (feet)  COMP
 FE0513  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FE0513
 FE0513  VERT ORDER  -  FIRST     CLASS II
 FE0513
 FE0513.The horizontal coordinates were scaled from a topographic map and have
 FE0513.an estimated accuracy of +/- 6 seconds.
 FE0513
 FE0513.The orthometric height was determined by differential leveling
 FE0513.and adjusted by the National Geodetic Survey in June 1991..
 FE0513
 FE0513.The geoid height was determined by GEOID03.
 FE0513
 FE0513.The dynamic height is computed by dividing the NAVD 88
 FE0513.geopotential number by the normal gravity value computed on the
 FE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0513.degrees latitude (g = 980.6199 gals.).
 FE0513
 FE0513.The modeled gravity was interpolated from observed gravity values.
 FE0513
 FE0513;                    North         East    Units  Estimated Accuracy
 FE0513;SPC TN       -   114,170.      361,980.      MT  (+/- 180 meters Scaled)
 FE0513
 FE0513                          SUPERSEDED SURVEY CONTROL
 FE0513
 FE0513  NGVD 29 (??/??/??)  133.830  (m)          439.07   (f) ADJUSTED    1 2
 FE0513
 FE0513.Superseded values are not recommended for survey control.
 FE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0513.See file dsdata.txt to determine how the superseded data were derived.
 FE0513
 FE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE529112(NAD 83)
 FE0513_MARKER: DB = BENCH MARK DISK
 FE0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0513_SP_SET: CONCRETE BASE
 FE0513_STAMPING: V 158 1944
 FE0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0513
 FE0513  HISTORY     - Date     Condition        Report By
 FE0513  HISTORY     - 1944     MONUMENTED       CGS
 FE0513  HISTORY     - 1948     GOOD             CGS
 FE0513  HISTORY     - 1972     GOOD             TVA
 FE0513
 FE0513                          STATION DESCRIPTION
 FE0513
 FE0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0513'1.4 MI N FROM MCNAIRY.
 FE0513'ABOUT 1.45 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0513'FROM THE STATION AT MCNAIRY , ABOUT 0.35 MILE NORTH OF MILE POST
 FE0513'360, ABOUT 0.35 MILE SOUTH OF TRESTLE NO. 360.70, SET IN THE
 FE0513'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL
 FE0513'NO. 360.6, 7.5 FEET EAST OF THE EAST RAIL AND ABOUT 0.5 FOOT
 FE0513'BELOW THE TRACK.  NOTE-- BLOCK SIGNAL NO 360.6 REMOVED FROM BASE
 FE0513'CAP STILL GOOD.  DELETE 0.35 S OF TRESSLE NO. 360.70 ADD OPPOSITE
 FE0513'BLOCK SIGNAL SWITCH BOX AND HAND CAR SIDING.  A STEEL POST WITH
 FE0513'CONTROL MARKER SIGN WAS SET 2 FEET SOUTH OF MONUMENT.
 FE0513
 FE0513                          STATION RECOVERY (1972)
 FE0513
 FE0513'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0748 ***********************************************************************
 FE0748  DESIGNATION -  V 159
 FE0748  PID         -  FE0748
 FE0748  STATE/COUNTY-  TN/MADISON
 FE0748  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0748
 FE0748                         *CURRENT SURVEY CONTROL
 FE0748  ___________________________________________________________________
 FE0748* NAD 83(1986)-  35 35 16.     (N)    088 47 33.     (W)     SCALED    
 FE0748* NAVD 88     -       109.022  (meters)     357.68   (feet)  ADJUSTED  
 FE0748  ___________________________________________________________________
 FE0748  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0748  DYNAMIC HT  -         108.924 (meters)     357.36  (feet)  COMP
 FE0748  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FE0748
 FE0748  VERT ORDER  -  FIRST     CLASS II
 FE0748
 FE0748.The horizontal coordinates were scaled from a topographic map and have
 FE0748.an estimated accuracy of +/- 6 seconds.
 FE0748
 FE0748.The orthometric height was determined by differential leveling
 FE0748.and adjusted by the National Geodetic Survey in June 1991..
 FE0748
 FE0748.The geoid height was determined by GEOID03.
 FE0748
 FE0748.The dynamic height is computed by dividing the NAVD 88
 FE0748.geopotential number by the normal gravity value computed on the
 FE0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0748.degrees latitude (g = 980.6199 gals.).
 FE0748
 FE0748.The modeled gravity was interpolated from observed gravity values.
 FE0748
 FE0748;                    North         East    Units  Estimated Accuracy
 FE0748;SPC TN       -   142,790.      346,960.      MT  (+/- 180 meters Scaled)
 FE0748
 FE0748                          SUPERSEDED SURVEY CONTROL
 FE0748
 FE0748  NGVD 29 (??/??/??)  109.055  (m)          357.79   (f) ADJUSTED    1 2
 FE0748
 FE0748.Superseded values are not recommended for survey control.
 FE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0748.See file dsdata.txt to determine how the superseded data were derived.
 FE0748
 FE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE376397(NAD 83)
 FE0748_MARKER: DB = BENCH MARK DISK
 FE0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0748_SP_SET: BRIDGE ABUTMENT
 FE0748_STAMPING: V 159 1944
 FE0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0748
 FE0748  HISTORY     - Date     Condition        Report By
 FE0748  HISTORY     - 1944     MONUMENTED       CGS
 FE0748  HISTORY     - 1948     GOOD             CGS
 FE0748
 FE0748                          STATION DESCRIPTION
 FE0748
 FE0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0748'1.6 MI NW FROM PERRY.
 FE0748'ABOUT 1.6 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0748'FROM THE STATION AT PERRY, ABOUT 0.45 MILE NORTHWEST OF MILE POST
 FE0748'383, ABOUT 0.45 MILE SOUTHEAST OF THE ISELIN YARD OFFICE, SET IN
 FE0748'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 FE0748'OF STEEL BRIDGE NO. 383.46 OVER THE SOUTH FORK OF FORKED DEER RIVER,
 FE0748'5 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT BELOW
 FE0748'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1129 ***********************************************************************
 FE1129  DESIGNATION -  V 16
 FE1129  PID         -  FE1129
 FE1129  STATE/COUNTY-  TN/SHELBY
 FE1129  USGS QUAD   -  GERMANTOWN (1997)
 FE1129
 FE1129                         *CURRENT SURVEY CONTROL
 FE1129  ___________________________________________________________________
 FE1129* NAD 83(1986)-  35 03 42.     (N)    089 45 01.     (W)     SCALED    
 FE1129* NAVD 88     -       112.726  (meters)     369.84   (feet)  ADJUSTED  
 FE1129  ___________________________________________________________________
 FE1129  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1129  DYNAMIC HT  -         112.621 (meters)     369.49  (feet)  COMP
 FE1129  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FE1129
 FE1129  VERT ORDER  -  FIRST     CLASS II
 FE1129
 FE1129.The horizontal coordinates were scaled from a topographic map and have
 FE1129.an estimated accuracy of +/- 6 seconds.
 FE1129
 FE1129.The orthometric height was determined by differential leveling
 FE1129.and adjusted by the National Geodetic Survey in June 1991..
 FE1129
 FE1129.The geoid height was determined by GEOID03.
 FE1129
 FE1129.The dynamic height is computed by dividing the NAVD 88
 FE1129.geopotential number by the normal gravity value computed on the
 FE1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1129.degrees latitude (g = 980.6199 gals.).
 FE1129
 FE1129.The modeled gravity was interpolated from observed gravity values.
 FE1129
 FE1129;                    North         East    Units  Estimated Accuracy
 FE1129;SPC TN       -    87,360.      257,970.      MT  (+/- 180 meters Scaled)
 FE1129
 FE1129                          SUPERSEDED SURVEY CONTROL
 FE1129
 FE1129  NGVD 29 (??/??/??)  112.681  (m)          369.69   (f) ADJUSTED    1 2
 FE1129
 FE1129.Superseded values are not recommended for survey control.
 FE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1129.See file dsdata.txt to determine how the superseded data were derived.
 FE1129
 FE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD491833(NAD 83)
 FE1129_MARKER: DB = BENCH MARK DISK
 FE1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1129_STAMPING: V 16 1934
 FE1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1129+STABILITY: SURFACE MOTION
 FE1129
 FE1129  HISTORY     - Date     Condition        Report By
 FE1129  HISTORY     - 1934     MONUMENTED       CGS
 FE1129  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1129
 FE1129                          STATION DESCRIPTION
 FE1129
 FE1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1129'5.1 MI W FROM COLLIERVILLE.
 FE1129'ABOUT 5.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1129'AT COLLIERVILLE, SHELBY COUNTY, 50 FEET SOUTHWEST ACROSS THE
 FE1129'TRACK FROM MILEPOST 533, AT A PRIVATE ROAD CROSSING, 23.2 FEET
 FE1129'SOUTH OF THE CENTERLINE OF THE TRACK, 11.3 FEET SOUTHWEST OF THE
 FE1129'SOUTH END OF A CONCRETE RETAINING WALL, 2 FEET EAST OF A WHITE
 FE1129'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 FE1129'STANDARD DISK, STAMPED V 16 1934 AND SET IN THE TOP OF A CONCRETE
 FE1129'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.  NOTE-- IT IS
 FE1129'BELIEVED TO BE DESTROYED BECAUSE CHANGES ARE APPARENT IN THE
 FE1129'AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0680 ***********************************************************************
 FE0680  DESIGNATION -  V 160
 FE0680  PID         -  FE0680
 FE0680  STATE/COUNTY-  TN/GIBSON
 FE0680  USGS QUAD   -  MILAN (1983)
 FE0680
 FE0680                         *CURRENT SURVEY CONTROL
 FE0680  ___________________________________________________________________
 FE0680* NAD 83(1986)-  35 57 34.     (N)    088 46 32.     (W)     SCALED    
 FE0680* NAVD 88     -       115.970  (meters)     380.48   (feet)  ADJUSTED  
 FE0680  ___________________________________________________________________
 FE0680  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0680  DYNAMIC HT  -         115.870 (meters)     380.15  (feet)  COMP
 FE0680  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 FE0680
 FE0680  VERT ORDER  -  FIRST     CLASS II
 FE0680
 FE0680.The horizontal coordinates were scaled from a topographic map and have
 FE0680.an estimated accuracy of +/- 6 seconds.
 FE0680
 FE0680.The orthometric height was determined by differential leveling
 FE0680.and adjusted by the National Geodetic Survey in June 1991..
 FE0680
 FE0680.The geoid height was determined by GEOID03.
 FE0680
 FE0680.The dynamic height is computed by dividing the NAVD 88
 FE0680.geopotential number by the normal gravity value computed on the
 FE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0680.degrees latitude (g = 980.6199 gals.).
 FE0680
 FE0680.The modeled gravity was interpolated from observed gravity values.
 FE0680
 FE0680;                    North         East    Units  Estimated Accuracy
 FE0680;SPC TN       -   183,970.      349,660.      MT  (+/- 180 meters Scaled)
 FE0680
 FE0680                          SUPERSEDED SURVEY CONTROL
 FE0680
 FE0680  NGVD 29 (??/??/??)  116.022  (m)          380.65   (f) ADJUSTED    1 2
 FE0680
 FE0680.Superseded values are not recommended for survey control.
 FE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0680.See file dsdata.txt to determine how the superseded data were derived.
 FE0680
 FE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE398809(NAD 83)
 FE0680_MARKER: DB = BENCH MARK DISK
 FE0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0680_SP_SET: CULVERT
 FE0680_STAMPING: V 160 1944
 FE0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0680
 FE0680  HISTORY     - Date     Condition        Report By
 FE0680  HISTORY     - 1944     MONUMENTED       CGS
 FE0680  HISTORY     - 1948     GOOD             CGS
 FE0680  HISTORY     - 20020914 POOR             USACE
 FE0680
 FE0680                          STATION DESCRIPTION
 FE0680
 FE0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0680'2.8 MI N FROM MILAN.
 FE0680'ABOUT 2.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0680'THE STATION AT MILAN, ABOUT 0.5 MILE SOUTH OF MILE POST C 445,
 FE0680'ABOUT 0.15 MILE NORTH OF A ROAD CROSSING, SET IN THE TOP OF THE
 FE0680'NORTHEAST END OF THE SOUTHWEST WING WALL OF A 15-FOOT CONCRETE
 FE0680'CULVERT UNDER U.S. HIGHWAY 45E WHICH PARALLELS THE TRACK, 74.5
 FE0680'FEET EAST OF THE EAST RAIL, 15 FEET WEST OF THE CENTER LINE OF THE
 FE0680'HIGHWAY AND ABOUT 0.5 FOOT BELOW THE HIGHWAY LEVEL.
 FE0680
 FE0680                          STATION RECOVERY (2002)
 FE0680
 FE0680'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0680'MARK DESTROYED. HWY WIDENED AND CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0716 ***********************************************************************
 GA0716  DESIGNATION -  V 162
 GA0716  PID         -  GA0716
 GA0716  STATE/COUNTY-  TN/HAWKINS
 GA0716  USGS QUAD   -  BUREM (1976)
 GA0716
 GA0716                         *CURRENT SURVEY CONTROL
 GA0716  ___________________________________________________________________
 GA0716* NAD 83(1986)-  36 25 07.     (N)    082 53 28.     (W)     SCALED    
 GA0716* NAVD 88     -       340.474  (meters)    1117.04   (feet)  ADJUSTED  
 GA0716  ___________________________________________________________________
 GA0716  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0716  DYNAMIC HT  -         340.164 (meters)    1116.02  (feet)  COMP
 GA0716  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GA0716
 GA0716  VERT ORDER  -  FIRST     CLASS I
 GA0716
 GA0716.The horizontal coordinates were scaled from a topographic map and have
 GA0716.an estimated accuracy of +/- 6 seconds.
 GA0716
 GA0716.The orthometric height was determined by differential leveling
 GA0716.and adjusted by the National Geodetic Survey in June 1991..
 GA0716
 GA0716.The geoid height was determined by GEOID03.
 GA0716
 GA0716.The dynamic height is computed by dividing the NAVD 88
 GA0716.geopotential number by the normal gravity value computed on the
 GA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0716.degrees latitude (g = 980.6199 gals.).
 GA0716
 GA0716.The modeled gravity was interpolated from observed gravity values.
 GA0716
 GA0716;                    North         East    Units  Estimated Accuracy
 GA0716;SPC TN       -   235,790.      878,770.      MT  (+/- 180 meters Scaled)
 GA0716
 GA0716                          SUPERSEDED SURVEY CONTROL
 GA0716
 GA0716  NGVD 29 (??/??/92)  340.624  (m)         1117.53   (f) ADJ UNCH    1 1
 GA0716
 GA0716.Superseded values are not recommended for survey control.
 GA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0716.See file dsdata.txt to determine how the superseded data were derived.
 GA0716
 GA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA304320(NAD 83)
 GA0716_MARKER: DB = BENCH MARK DISK
 GA0716_SETTING: 66 = SET IN ROCK OUTCROP
 GA0716_SP_SET: ROCK CLIFF
 GA0716_STAMPING: V 162 1967
 GA0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0716+STABILITY: POSITION/ELEVATION WELL
 GA0716
 GA0716  HISTORY     - Date     Condition        Report By
 GA0716  HISTORY     - 1967     MONUMENTED       CGS
 GA0716
 GA0716                          STATION DESCRIPTION
 GA0716
 GA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0716'1.8 MI NE FROM BUREM.
 GA0716'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0716'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0716'ROAD AT BUREM, OR ABOUT 4.5 MILES SOUTHWEST ALONG THE SOUTHERN
 GA0716'RAILWAY COMPANY RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE,
 GA0716'ON THE OUTSIDE AND NEAR THE CENTER OF A LONG CURVE IN THE
 GA0716'RAILROAD TRACK, 24 1/2 FEET EAST AND ACROSS THE TRACK FROM
 GA0716'MILEPOST 28, SET IN THE TOP OF THE EAST END OF A LEDGE AT THE
 GA0716'FOOT OF A ROCK CLIFF, 10 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GA0716'RAIL OF THE TRACK AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GA0716'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1784 ***********************************************************************
 GA1784  DESIGNATION -  V 163
 GA1784  PID         -  GA1784
 GA1784  STATE/COUNTY-  TN/HAMBLEN
 GA1784  USGS QUAD   -  MORRISTOWN (1979)
 GA1784
 GA1784                         *CURRENT SURVEY CONTROL
 GA1784  ___________________________________________________________________
 GA1784* NAD 83(1986)-  36 11 09.     (N)    083 17 22.     (W)     SCALED    
 GA1784* NAVD 88     -       436.762  (meters)    1432.94   (feet)  ADJUSTED  
 GA1784  ___________________________________________________________________
 GA1784  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1784  DYNAMIC HT  -         436.357 (meters)    1431.61  (feet)  COMP
 GA1784  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 GA1784
 GA1784  VERT ORDER  -  FIRST     CLASS I
 GA1784
 GA1784.The horizontal coordinates were scaled from a topographic map and have
 GA1784.an estimated accuracy of +/- 6 seconds.
 GA1784
 GA1784.The orthometric height was determined by differential leveling
 GA1784.and adjusted by the National Geodetic Survey in June 1991..
 GA1784
 GA1784.The geoid height was determined by GEOID03.
 GA1784
 GA1784.The dynamic height is computed by dividing the NAVD 88
 GA1784.geopotential number by the normal gravity value computed on the
 GA1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1784.degrees latitude (g = 980.6199 gals.).
 GA1784
 GA1784.The modeled gravity was interpolated from observed gravity values.
 GA1784
 GA1784;                    North         East    Units  Estimated Accuracy
 GA1784;SPC TN       -   208,910.      843,780.      MT  (+/- 180 meters Scaled)
 GA1784
 GA1784                          SUPERSEDED SURVEY CONTROL
 GA1784
 GA1784  NGVD 29 (??/??/92)  436.893  (m)         1433.37   (f) ADJ UNCH    1 1
 GA1784
 GA1784.Superseded values are not recommended for survey control.
 GA1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1784.See file dsdata.txt to determine how the superseded data were derived.
 GA1784
 GA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA941069(NAD 83)
 GA1784_MARKER: DB = BENCH MARK DISK
 GA1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1784_STAMPING: V 163 1967
 GA1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1784+STABILITY: SURFACE MOTION
 GA1784
 GA1784  HISTORY     - Date     Condition        Report By
 GA1784  HISTORY     - 1967     MONUMENTED       CGS
 GA1784
 GA1784                          STATION DESCRIPTION
 GA1784
 GA1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1784'2.4 MI S FROM MORRISTOWN.
 GA1784'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1784'STATION POST OFFICE AT MORRISTOWN, THENCE 2.25 MILES SOUTH ALONG
 GA1784'THE SOUTHERN RAILWAY COMPANY RAILROAD, 3 POLES NORTHEAST OF MILEPOST
 GA1784'226, 19 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 GA1784'77 1/2 FEET NORTHEAST OF POLE NUMBER 13 K, 15 1/2 FEET NORTHEAST
 GA1784'OF THE CENTERLINE OF A DIRT ROAD WHICH LEADS TO THE CITY DUMP
 GA1784'GROUNDS, 3 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A
 GA1784'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 GA1784'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1190 ***********************************************************************
 FB1190  DESIGNATION -  V 164
 FB1190  PID         -  FB1190
 FB1190  STATE/COUNTY-  TN/COCKE
 FB1190  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1190
 FB1190                         *CURRENT SURVEY CONTROL
 FB1190  ___________________________________________________________________
 FB1190* NAD 83(1986)-  35 56 39.     (N)    083 03 35.     (W)     SCALED    
 FB1190* NAVD 88     -       341.386  (meters)    1120.03   (feet)  ADJUSTED  
 FB1190  ___________________________________________________________________
 FB1190  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1190  DYNAMIC HT  -         341.058 (meters)    1118.95  (feet)  COMP
 FB1190  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FB1190
 FB1190  VERT ORDER  -  FIRST     CLASS I
 FB1190
 FB1190.The horizontal coordinates were scaled from a topographic map and have
 FB1190.an estimated accuracy of +/- 6 seconds.
 FB1190
 FB1190.The orthometric height was determined by differential leveling
 FB1190.and adjusted by the National Geodetic Survey in June 1991..
 FB1190
 FB1190.The geoid height was determined by GEOID03.
 FB1190
 FB1190.The dynamic height is computed by dividing the NAVD 88
 FB1190.geopotential number by the normal gravity value computed on the
 FB1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1190.degrees latitude (g = 980.6199 gals.).
 FB1190
 FB1190.The modeled gravity was interpolated from observed gravity values.
 FB1190
 FB1190;                    North         East    Units  Estimated Accuracy
 FB1190;SPC TN       -   182,710.      865,240.      MT  (+/- 180 meters Scaled)
 FB1190
 FB1190                          SUPERSEDED SURVEY CONTROL
 FB1190
 FB1190  NGVD 29 (??/??/92)  341.527  (m)         1120.49   (f) ADJ UNCH    1 1
 FB1190
 FB1190.Superseded values are not recommended for survey control.
 FB1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1190.See file dsdata.txt to determine how the superseded data were derived.
 FB1190
 FB1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV142797(NAD 83)
 FB1190_MARKER: DB = BENCH MARK DISK
 FB1190_SETTING: 66 = SET IN ROCK OUTCROP
 FB1190_SP_SET: ROCK BANK
 FB1190_STAMPING: V 164 1967
 FB1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1190+STABILITY: POSITION/ELEVATION WELL
 FB1190
 FB1190  HISTORY     - Date     Condition        Report By
 FB1190  HISTORY     - 1967     MONUMENTED       CGS
 FB1190
 FB1190                          STATION DESCRIPTION
 FB1190
 FB1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1190'3.2 MI NW FROM DEL RIO.
 FB1190'ABOUT 3.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1190'RAILROAD FROM THE STATION AT DEL RIO, 13 POLES NORTHWEST OF
 FB1190'MILEPOST 198, 0.25 MILE SOUTHEAST AND ACROSS THE FRENCH BROAD
 FB1190'RIVER FROM A ROAD SIDE PARK WHICH IS LOCATED ALONG U.S. HIGHWAYS
 FB1190'25 AND 70, 8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE
 FB1190'TOP OF A LEDGE IN THE SOUTH ROCK BANK AND AT THE WEST END OF A
 FB1190'CUT FOR THE RAILROAD, 33 FEET SOUTH AND ACROSS THE TRACK FROM
 FB1190'A TELEPHONE POLE THAT IS IDENTIFIED BY THE LETTER F, ABOUT 2 1/2
 FB1190'FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE
 FB1190'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0078 ***********************************************************************
 FE0078  DESIGNATION -  V 168
 FE0078  PID         -  FE0078
 FE0078  STATE/COUNTY-  TN/BENTON
 FE0078  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE0078
 FE0078                         *CURRENT SURVEY CONTROL
 FE0078  ___________________________________________________________________
 FE0078* NAD 83(1986)-  35 53 06.     (N)    088 08 38.     (W)     SCALED    
 FE0078* NAVD 88     -       126.819  (meters)     416.07   (feet)  ADJUSTED  
 FE0078  ___________________________________________________________________
 FE0078  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0078  DYNAMIC HT  -         126.710 (meters)     415.71  (feet)  COMP
 FE0078  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 FE0078
 FE0078  VERT ORDER  -  FIRST     CLASS II
 FE0078
 FE0078.The horizontal coordinates were scaled from a topographic map and have
 FE0078.an estimated accuracy of +/- 6 seconds.
 FE0078
 FE0078.The orthometric height was determined by differential leveling
 FE0078.and adjusted by the National Geodetic Survey in June 1991..
 FE0078
 FE0078.The geoid height was determined by GEOID03.
 FE0078
 FE0078.The dynamic height is computed by dividing the NAVD 88
 FE0078.geopotential number by the normal gravity value computed on the
 FE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0078.degrees latitude (g = 980.6199 gals.).
 FE0078
 FE0078.The modeled gravity was interpolated from observed gravity values.
 FE0078
 FE0078;                    North         East    Units  Estimated Accuracy
 FE0078;SPC TN       -   174,280.      406,440.      MT  (+/- 180 meters Scaled)
 FE0078
 FE0078                          SUPERSEDED SURVEY CONTROL
 FE0078
 FE0078  NGVD 29 (??/??/??)  126.843  (m)          416.15   (f) ADJUSTED    1 2
 FE0078
 FE0078.Superseded values are not recommended for survey control.
 FE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0078.See file dsdata.txt to determine how the superseded data were derived.
 FE0078
 FE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE967717(NAD 83)
 FE0078_MARKER: DB = BENCH MARK DISK
 FE0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0078_STAMPING: V 168 1947
 FE0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0078+STABILITY: SURFACE MOTION
 FE0078
 FE0078  HISTORY     - Date     Condition        Report By
 FE0078  HISTORY     - 1947     MONUMENTED       CGS
 FE0078  HISTORY     - 1972     GOOD             TVA
 FE0078  HISTORY     - 1984     POOR             LOCSUR
 FE0078
 FE0078                          STATION DESCRIPTION
 FE0078
 FE0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0078'13.7 MI S FROM CAMDEN.
 FE0078'ABOUT 13.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0078'COURTHOUSE AT CAMDEN, ABOUT 0.8 MILE NORTH OF THE POST OFFICE AT
 FE0078'HOLLADAY, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 FE0078'LEADING WEST, ABOUT 225 FEET NORTH OF THE NORTH END OF A 30-FOOT
 FE0078'WOODEN BRIDGE, AT THE SOUTH END OF A DEEP HIGHWAY CUT, 38 FEET WEST
 FE0078'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET EAST OF A 12-INCH CEDAR
 FE0078'TREE, 13 FEET NORTHWEST OF THE NORTH GATEPOST OF A WOODEN GATE,
 FE0078'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 4 FEET HIGHER
 FE0078'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0078'ABOUT 4 INCHES.  NOTE-- 10.0 FT NW OF NORTH GATE POST OF A
 FE0078'WOODEN GATE AND ABOUT 195.0 FT N OF THE N END OF A PLUS OR MINUS
 FE0078'80 WOODEN BRIDGE.
 FE0078
 FE0078                          STATION RECOVERY (1972)
 FE0078
 FE0078'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0078'RECOVERED IN GOOD CONDITION.
 FE0078
 FE0078                          STATION RECOVERY (1984)
 FE0078
 FE0078'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 FE0078'MARKER WAS INTACT BUT WAS LEANING AT APPROX 45 DEGREE ANGLE. IT
 FE0078'APPEARS TO HAVE BEEN HIT BY CAR OR HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0183 ***********************************************************************
 FE0183  DESIGNATION -  V 170
 FE0183  PID         -  FE0183
 FE0183  STATE/COUNTY-  TN/DECATUR
 FE0183  USGS QUAD   -  THURMAN (1972)
 FE0183
 FE0183                         *CURRENT SURVEY CONTROL
 FE0183  ___________________________________________________________________
 FE0183* NAD 83(1986)-  35 23 33.     (N)    088 08 05.     (W)     SCALED    
 FE0183* NAVD 88     -       116.237  (meters)     381.35   (feet)  ADJUSTED  
 FE0183  ___________________________________________________________________
 FE0183  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0183  DYNAMIC HT  -         116.132 (meters)     381.01  (feet)  COMP
 FE0183  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE0183
 FE0183  VERT ORDER  -  FIRST     CLASS II
 FE0183
 FE0183.The horizontal coordinates were scaled from a topographic map and have
 FE0183.an estimated accuracy of +/- 6 seconds.
 FE0183
 FE0183.The orthometric height was determined by differential leveling
 FE0183.and adjusted by the National Geodetic Survey in June 1991..
 FE0183
 FE0183.The geoid height was determined by GEOID03.
 FE0183
 FE0183.The dynamic height is computed by dividing the NAVD 88
 FE0183.geopotential number by the normal gravity value computed on the
 FE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0183.degrees latitude (g = 980.6199 gals.).
 FE0183
 FE0183.The modeled gravity was interpolated from observed gravity values.
 FE0183
 FE0183;                    North         East    Units  Estimated Accuracy
 FE0183;SPC TN       -   119,630.      406,080.      MT  (+/- 180 meters Scaled)
 FE0183
 FE0183                          SUPERSEDED SURVEY CONTROL
 FE0183
 FE0183  NGVD 29 (??/??/??)  116.246  (m)          381.38   (f) ADJUSTED    1 2
 FE0183
 FE0183.Superseded values are not recommended for survey control.
 FE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0183.See file dsdata.txt to determine how the superseded data were derived.
 FE0183
 FE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE969171(NAD 83)
 FE0183_MARKER: DD = SURVEY DISK
 FE0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0183_SP_SET: BRIDGE
 FE0183_STAMPING: V 170 1947
 FE0183_MARK LOGO: TVA   
 FE0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0183
 FE0183  HISTORY     - Date     Condition        Report By
 FE0183  HISTORY     - 1947     MONUMENTED       TVA
 FE0183  HISTORY     - 1949     GOOD             CGS
 FE0183
 FE0183                          STATION DESCRIPTION
 FE0183
 FE0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0183'4.6 MI SW FROM BATH SPRINGS.
 FE0183'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE PUBLIC SCHOOL
 FE0183'AND THE JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS, DECATUR
 FE0183'COUNTY, 0.6 MILE NORTHEAST OF THE JUNCTION OF THE SHALLOW BLUFF
 FE0183'LANDING ROAD, AT THE STEEL BRIDGE OVER STEWMANS CREEK, IN THE TOP
 FE0183'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 15
 FE0183'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2
 FE0183'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A TENNESSEE VALLEY
 FE0183'AUTHORITY STANDARD DISK, STAMPED V 170 1947.  NOTE-- THIS MARK
 FE0183'WAS FOUND UNSTAMPED AND WAS ASSIGNED A DESIGNATION BY A PARTY
 FE0183'FROM THIS BUREAU IN APRIL 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0450 ***********************************************************************
 GC0450  DESIGNATION -  V 171
 GC0450  PID         -  GC0450
 GC0450  STATE/COUNTY-  TN/DAVIDSON
 GC0450  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0450
 GC0450                         *CURRENT SURVEY CONTROL
 GC0450  ___________________________________________________________________
 GC0450* NAD 83(1986)-  36 09 11.     (N)    086 48 59.     (W)     SCALED    
 GC0450* NAVD 88     -       168.286  (meters)     552.12   (feet)  ADJUSTED  
 GC0450  ___________________________________________________________________
 GC0450  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0450  DYNAMIC HT  -         168.142 (meters)     551.65  (feet)  COMP
 GC0450  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC0450
 GC0450  VERT ORDER  -  FIRST     CLASS II
 GC0450
 GC0450.The horizontal coordinates were scaled from a topographic map and have
 GC0450.an estimated accuracy of +/- 6 seconds.
 GC0450
 GC0450.The orthometric height was determined by differential leveling
 GC0450.and adjusted by the National Geodetic Survey in June 1991..
 GC0450
 GC0450.The geoid height was determined by GEOID03.
 GC0450
 GC0450.The dynamic height is computed by dividing the NAVD 88
 GC0450.geopotential number by the normal gravity value computed on the
 GC0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0450.degrees latitude (g = 980.6199 gals.).
 GC0450
 GC0450.The modeled gravity was interpolated from observed gravity values.
 GC0450
 GC0450;                    North         East    Units  Estimated Accuracy
 GC0450;SPC TN       -   202,200.      526,540.      MT  (+/- 180 meters Scaled)
 GC0450
 GC0450                          SUPERSEDED SURVEY CONTROL
 GC0450
 GC0450  NGVD 29 (??/??/92)  168.305  (m)          552.18   (f) ADJ UNCH    1 2
 GC0450
 GC0450.Superseded values are not recommended for survey control.
 GC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0450.See file dsdata.txt to determine how the superseded data were derived.
 GC0450
 GC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF165009(NAD 83)
 GC0450_MARKER: DB = BENCH MARK DISK
 GC0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0450_SP_SET: WATER TABLE
 GC0450_STAMPING: V 171 1948
 GC0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0450
 GC0450  HISTORY     - Date     Condition        Report By
 GC0450  HISTORY     - 1948     MONUMENTED       CGS
 GC0450  HISTORY     - 1960     GOOD             NGS
 GC0450
 GC0450                          STATION DESCRIPTION
 GC0450
 GC0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0450'AT NASHVILLE.
 GC0450'AT NASHVILLE, ABOUT 2.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA
 GC0450'AND ST. LOUIS RAILWAY FROM THE UNION STATION, AT THE RAILWAY SHOP
 GC0450'YARDS, OPPOSITE SWITCH TOWER NO. 30, SET HORIZONTALLY IN THE TOP
 GC0450'OF THE LIMESTONE WATER TABLE AT THE SOUTHEAST CORNER OF THE MAIN
 GC0450'OFFICE AND ADMINSTRATION BUILDING, 6 FEET WEST OF THE SOUTHEAST
 GC0450'CORNER. BELOW THE EAST EDGE OF THE EAST WINDOW AND ABOUT LEVEL WITH
 GC0450'A LOADING PLATFORM.
 GC0450
 GC0450                          STATION RECOVERY (1960)
 GC0450
 GC0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1361 ***********************************************************************
 GC1361  DESIGNATION -  V 172
 GC1361  PID         -  GC1361
 GC1361  STATE/COUNTY-  TN/DICKSON
 GC1361  USGS QUAD   -  DICKSON (1986)
 GC1361
 GC1361                         *CURRENT SURVEY CONTROL
 GC1361  ___________________________________________________________________
 GC1361* NAD 83(1986)-  36 05 28.     (N)    087 24 27.     (W)     SCALED    
 GC1361* NAVD 88     -       256.357  (meters)     841.06   (feet)  ADJUSTED  
 GC1361  ___________________________________________________________________
 GC1361  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1361  DYNAMIC HT  -         256.132 (meters)     840.33  (feet)  COMP
 GC1361  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 GC1361
 GC1361  VERT ORDER  -  FIRST     CLASS II
 GC1361
 GC1361.The horizontal coordinates were scaled from a topographic map and have
 GC1361.an estimated accuracy of +/- 6 seconds.
 GC1361
 GC1361.The orthometric height was determined by differential leveling
 GC1361.and adjusted by the National Geodetic Survey in June 1991..
 GC1361
 GC1361.The geoid height was determined by GEOID03.
 GC1361
 GC1361.The dynamic height is computed by dividing the NAVD 88
 GC1361.geopotential number by the normal gravity value computed on the
 GC1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1361.degrees latitude (g = 980.6199 gals.).
 GC1361
 GC1361.The modeled gravity was interpolated from observed gravity values.
 GC1361
 GC1361;                    North         East    Units  Estimated Accuracy
 GC1361;SPC TN       -   195,940.      473,250.      MT  (+/- 180 meters Scaled)
 GC1361
 GC1361                          SUPERSEDED SURVEY CONTROL
 GC1361
 GC1361  NGVD 29 (??/??/92)  256.351  (m)          841.04   (f) ADJ UNCH    1 2
 GC1361
 GC1361.Superseded values are not recommended for survey control.
 GC1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1361.See file dsdata.txt to determine how the superseded data were derived.
 GC1361
 GC1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE633941(NAD 83)
 GC1361_MARKER: DB = BENCH MARK DISK
 GC1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1361_STAMPING: V 172 1948
 GC1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1361+STABILITY: SURFACE MOTION
 GC1361
 GC1361  HISTORY     - Date     Condition        Report By
 GC1361  HISTORY     - 1948     MONUMENTED       CGS
 GC1361
 GC1361                          STATION DESCRIPTION
 GC1361
 GC1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1361'1.4 MI NW FROM DICKSON.
 GC1361'1.45 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC1361'LOUIS RAILWAY FROM THE STATION AT DICKSON, AT A PRIVATE ROAD
 GC1361'CROSSING, 44 FEET SOUTH AND ACROSS THE TRACK FROM MILE POST 43,
 GC1361'25.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 90 FEET NORTHWEST OF
 GC1361'THE CENTER OF THE CROSSING, 13 FEET NORTHWEST OF A TELEPHONE
 GC1361'POLE AND IN LINE WITH THE ROW OF POLES, 12 FEET NORTHEAST OF THE
 GC1361'CENTER LINE OF A PRIVATE ROAD PARALLELING THE TRACKS, 3 1/2 FEET
 GC1361'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 GC1361'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0336 ***********************************************************************
 GD0336  DESIGNATION -  V 173
 GD0336  PID         -  GD0336
 GD0336  STATE/COUNTY-  TN/WEAKLEY
 GD0336  USGS QUAD   -  MARTIN (1983)
 GD0336
 GD0336                         *CURRENT SURVEY CONTROL
 GD0336  ___________________________________________________________________
 GD0336* NAD 83(1986)-  36 18 08.     (N)    088 50 42.     (W)     SCALED    
 GD0336* NAVD 88     -       129.126  (meters)     423.64   (feet)  ADJUSTED  
 GD0336  ___________________________________________________________________
 GD0336  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0336  DYNAMIC HT  -         129.021 (meters)     423.30  (feet)  COMP
 GD0336  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0336
 GD0336  VERT ORDER  -  FIRST     CLASS II
 GD0336
 GD0336.The horizontal coordinates were scaled from a topographic map and have
 GD0336.an estimated accuracy of +/- 6 seconds.
 GD0336
 GD0336.The orthometric height was determined by differential leveling
 GD0336.and adjusted by the National Geodetic Survey in June 1991..
 GD0336
 GD0336.The geoid height was determined by GEOID03.
 GD0336
 GD0336.The dynamic height is computed by dividing the NAVD 88
 GD0336.geopotential number by the normal gravity value computed on the
 GD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0336.degrees latitude (g = 980.6199 gals.).
 GD0336
 GD0336.The modeled gravity was interpolated from observed gravity values.
 GD0336
 GD0336;                    North         East    Units  Estimated Accuracy
 GD0336;SPC TN       -   222,160.      344,510.      MT  (+/- 180 meters Scaled)
 GD0336
 GD0336                          SUPERSEDED SURVEY CONTROL
 GD0336
 GD0336  NGVD 29 (??/??/??)  129.140  (m)          423.69   (f) ADJUSTED    1 2
 GD0336
 GD0336.Superseded values are not recommended for survey control.
 GD0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0336.See file dsdata.txt to determine how the superseded data were derived.
 GD0336
 GD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF343190(NAD 83)
 GD0336_MARKER: DB = BENCH MARK DISK
 GD0336_SETTING: 0 = UNSPECIFIED SETTING
 GD0336_STAMPING: V 173 1948
 GD0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0336
 GD0336  HISTORY     - Date     Condition        Report By
 GD0336  HISTORY     - 1948     MONUMENTED       CGS
 GD0336  HISTORY     - 1967     GOOD             CGS
 GD0336  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0336
 GD0336                          STATION DESCRIPTION
 GD0336
 GD0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0336'3 MI S FROM MARTIN.
 GD0336'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 45E FROM THE POST OFFICE
 GD0336'AT MARTIN, AT THE GILL DOVE AIRPORT, 247 FEET WEST OF THE CENTER
 GD0336'LINE OF THE HIGHWAY, ABOUT 43 YARDS SOUTH OF THE MAIN BUILDING,
 GD0336'33.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK AND
 GD0336'CONCRETE TILE HANGAR, IN THE EAST FACE AND 4.6 FEET SOUTH OF
 GD0336'THE NORTHEAST CORNER OF A RED BRICK WELL HOUSE, 3.8 FEET ABOVE
 GD0336'THE GROUND, 2.5 FEET NORTH OF THE CENTER OF A DOOR AND SET
 GD0336'VERTICALLY IN A DRILL HOLE.
 GD0336
 GD0336                          STATION RECOVERY (1967)
 GD0336
 GD0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0336'RECOVERED IN GOOD CONDITION.
 GD0336
 GD0336                          STATION RECOVERY (2002)
 GD0336
 GD0336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0336'SUSPECTED DESTROYED. MARK IS NOW ON SITE OF NEWLY BUILT WESTVIEW HIGH
 GD0336'SCHOOL PROPERTY. HWY HAS BEEN WIDENED AND GROUNDS LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0731 ***********************************************************************
 FE0731  DESIGNATION -  V 174
 FE0731  PID         -  FE0731
 FE0731  STATE/COUNTY-  TN/MADISON
 FE0731  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0731
 FE0731                         *CURRENT SURVEY CONTROL
 FE0731  ___________________________________________________________________
 FE0731* NAD 83(1986)-  35 36 55.     (N)    088 50 04.     (W)     SCALED    
 FE0731* NAVD 88     -       107.661  (meters)     353.22   (feet)  ADJUSTED  
 FE0731  ___________________________________________________________________
 FE0731  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0731  DYNAMIC HT  -         107.564 (meters)     352.90  (feet)  COMP
 FE0731  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FE0731
 FE0731  VERT ORDER  -  FIRST     CLASS II
 FE0731
 FE0731.The horizontal coordinates were scaled from a topographic map and have
 FE0731.an estimated accuracy of +/- 6 seconds.
 FE0731
 FE0731.The orthometric height was determined by differential leveling
 FE0731.and adjusted by the National Geodetic Survey in June 1991..
 FE0731
 FE0731.The geoid height was determined by GEOID03.
 FE0731
 FE0731.The dynamic height is computed by dividing the NAVD 88
 FE0731.geopotential number by the normal gravity value computed on the
 FE0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0731.degrees latitude (g = 980.6199 gals.).
 FE0731
 FE0731.The modeled gravity was interpolated from observed gravity values.
 FE0731
 FE0731;                    North         East    Units  Estimated Accuracy
 FE0731;SPC TN       -   145,950.      343,250.      MT  (+/- 180 meters Scaled)
 FE0731
 FE0731                          SUPERSEDED SURVEY CONTROL
 FE0731
 FE0731  NGVD 29 (??/??/??)  107.697  (m)          353.34   (f) ADJUSTED    1 2
 FE0731
 FE0731.Superseded values are not recommended for survey control.
 FE0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0731.See file dsdata.txt to determine how the superseded data were derived.
 FE0731
 FE0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE338428(NAD 83)
 FE0731_MARKER: DB = BENCH MARK DISK
 FE0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0731_SP_SET: BUILDING
 FE0731_STAMPING: V 174 1948
 FE0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0731+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0731
 FE0731  HISTORY     - Date     Condition        Report By
 FE0731  HISTORY     - 1948     MONUMENTED       CGS
 FE0731  HISTORY     - 1985     GOOD             NGS
 FE0731  HISTORY     - 20020909 GOOD             USACE
 FE0731
 FE0731                          STATION DESCRIPTION
 FE0731
 FE0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0731'AT JACKSON.
 FE0731'AT JACKSON, ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE
 FE0731'POST OFFICE, THENCE ABOUT 1 BLOCK SOUTH ALONG STATE STREET, SET
 FE0731'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE BANISTER AT THE
 FE0731'NORTH ENTRANCE TO THE TENNESSEE HIGHWAY DEPARTMENT BUILDING
 FE0731'(DIVISION FOUR), 9 FEET EAST OF THE CENTER OF THE ENTRANCE AND
 FE0731'ABOUT 2 FEET ABOVE THE WALK.
 FE0731
 FE0731                          STATION RECOVERY (1985)
 FE0731
 FE0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0731'RECOVERED IN GOOD CONDITION.
 FE0731
 FE0731                          STATION RECOVERY (2002)
 FE0731
 FE0731'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0731'BUILDING NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1204 ***********************************************************************
 FD1204  DESIGNATION -  V 175
 FD1204  PID         -  FD1204
 FD1204  STATE/COUNTY-  TN/PERRY
 FD1204  USGS QUAD   -  LINDEN (1968)
 FD1204
 FD1204                         *CURRENT SURVEY CONTROL
 FD1204  ___________________________________________________________________
 FD1204* NAD 83(1986)-  35 35 33.     (N)    087 49 39.     (W)     SCALED    
 FD1204* NAVD 88     -       163.423  (meters)     536.16   (feet)  ADJUSTED  
 FD1204  ___________________________________________________________________
 FD1204  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1204  DYNAMIC HT  -         163.275 (meters)     535.68  (feet)  COMP
 FD1204  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FD1204
 FD1204  VERT ORDER  -  FIRST     CLASS II
 FD1204
 FD1204.The horizontal coordinates were scaled from a topographic map and have
 FD1204.an estimated accuracy of +/- 6 seconds.
 FD1204
 FD1204.The orthometric height was determined by differential leveling
 FD1204.and adjusted by the National Geodetic Survey in June 1991..
 FD1204
 FD1204.The geoid height was determined by GEOID03.
 FD1204
 FD1204.The dynamic height is computed by dividing the NAVD 88
 FD1204.geopotential number by the normal gravity value computed on the
 FD1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1204.degrees latitude (g = 980.6199 gals.).
 FD1204
 FD1204.The modeled gravity was interpolated from observed gravity values.
 FD1204
 FD1204;                    North         East    Units  Estimated Accuracy
 FD1204;SPC TN       -   141,250.      434,400.      MT  (+/- 180 meters Scaled)
 FD1204
 FD1204                          SUPERSEDED SURVEY CONTROL
 FD1204
 FD1204  NGVD 29 (??/??/92)  163.417  (m)          536.14   (f) ADJ UNCH    1 2
 FD1204
 FD1204.Superseded values are not recommended for survey control.
 FD1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1204.See file dsdata.txt to determine how the superseded data were derived.
 FD1204
 FD1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE250390(NAD 83)
 FD1204_MARKER: DB = BENCH MARK DISK
 FD1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1204_SP_SET: CULVERT
 FD1204_STAMPING: V 175 1949
 FD1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1204
 FD1204  HISTORY     - Date     Condition        Report By
 FD1204  HISTORY     - 1949     MONUMENTED       CGS
 FD1204
 FD1204                          STATION DESCRIPTION
 FD1204
 FD1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1204'2.2 MI SE FROM LINDEN.
 FD1204'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1204'HOUSE AT LINDEN, ABOUT 1.0 MILE SOUTHEAST OF THE JUNCTION OF
 FD1204'STATE HIGHWAY 13 LEADING SOUTH AND A CURVE IN HIGHWAY 20 WITH
 FD1204'TANGENTS NORTH AND EAST, SET IN THE TOP OF THE NORTHWEST END OF
 FD1204'THE SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 12 1/2 FEET
 FD1204'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 FD1204'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0747 ***********************************************************************
 FD0747  DESIGNATION -  V 176
 FD0747  PID         -  FD0747
 FD0747  STATE/COUNTY-  TN/LEWIS
 FD0747  USGS QUAD   -  GORDONSBURG (1979)
 FD0747
 FD0747                         *CURRENT SURVEY CONTROL
 FD0747  ___________________________________________________________________
 FD0747* NAD 83(1986)-  35 32 01.     (N)    087 29 43.     (W)     SCALED    
 FD0747* NAVD 88     -       285.622  (meters)     937.08   (feet)  ADJUSTED  
 FD0747  ___________________________________________________________________
 FD0747  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FD0747  DYNAMIC HT  -         285.359 (meters)     936.22  (feet)  COMP
 FD0747  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FD0747
 FD0747  VERT ORDER  -  FIRST     CLASS II
 FD0747
 FD0747.The horizontal coordinates were scaled from a topographic map and have
 FD0747.an estimated accuracy of +/- 6 seconds.
 FD0747
 FD0747.The orthometric height was determined by differential leveling
 FD0747.and adjusted by the National Geodetic Survey in June 1991..
 FD0747
 FD0747.The geoid height was determined by GEOID03.
 FD0747
 FD0747.The dynamic height is computed by dividing the NAVD 88
 FD0747.geopotential number by the normal gravity value computed on the
 FD0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0747.degrees latitude (g = 980.6199 gals.).
 FD0747
 FD0747.The modeled gravity was interpolated from observed gravity values.
 FD0747
 FD0747;                    North         East    Units  Estimated Accuracy
 FD0747;SPC TN       -   134,210.      464,400.      MT  (+/- 180 meters Scaled)
 FD0747
 FD0747                          SUPERSEDED SURVEY CONTROL
 FD0747
 FD0747  NGVD 29 (??/??/92)  285.600  (m)          937.01   (f) ADJ UNCH    1 2
 FD0747
 FD0747.Superseded values are not recommended for survey control.
 FD0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0747.See file dsdata.txt to determine how the superseded data were derived.
 FD0747
 FD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE551323(NAD 83)
 FD0747_MARKER: DB = BENCH MARK DISK
 FD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0747_STAMPING: V 176 1949
 FD0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0747+STABILITY: SURFACE MOTION
 FD0747
 FD0747  HISTORY     - Date     Condition        Report By
 FD0747  HISTORY     - 1949     MONUMENTED       CGS
 FD0747
 FD0747                          STATION DESCRIPTION
 FD0747
 FD0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0747'3.9 MI E FROM HOHENWALD.
 FD0747'ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0747'NATIONAL BANK AT HOHENWALD, ABOUT 0.55 MILE WEST OF SPRINGER
 FD0747'CHURCH OF CHRIST, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION
 FD0747'OF A GRAVEL ROAD NORTHEAST TO GORDONSBURG, AT THE OUTSIDE OF A CURVE
 FD0747'IN THE HIGHWAY WITH TANGENTS SOUTHEAST AND WEST, 138 YARDS
 FD0747'EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 47.5 FEET NORTH OF
 FD0747'THE CENTER LINE OF THE HIGHWAY, 22.5 FEET NORTH OF A FENCE CORNER,
 FD0747'NEAR THE WEST END OF A SMALL POND ON NORTH SIDE OF HIGHWAY, 85
 FD0747'YARDS WEST OF A 2-FOOT CONCRETE CULVERT UNDER HIGHWAY, 2 FEET
 FD0747'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 FD0747'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0298 ***********************************************************************
 GD0298  DESIGNATION -  V 177
 GD0298  PID         -  GD0298
 GD0298  STATE/COUNTY-  TN/WEAKLEY
 GD0298  USGS QUAD   -  COMO (1985)
 GD0298
 GD0298                         *CURRENT SURVEY CONTROL
 GD0298  ___________________________________________________________________
 GD0298* NAD 83(1986)-  36 17 44.     (N)    088 32 39.     (W)     SCALED    
 GD0298* NAVD 88     -       124.967  (meters)     410.00   (feet)  ADJUSTED  
 GD0298  ___________________________________________________________________
 GD0298  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0298  DYNAMIC HT  -         124.865 (meters)     409.66  (feet)  COMP
 GD0298  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GD0298
 GD0298  VERT ORDER  -  FIRST     CLASS II
 GD0298
 GD0298.The horizontal coordinates were scaled from a topographic map and have
 GD0298.an estimated accuracy of +/- 6 seconds.
 GD0298
 GD0298.The orthometric height was determined by differential leveling
 GD0298.and adjusted by the National Geodetic Survey in June 1991..
 GD0298
 GD0298.The geoid height was determined by GEOID03.
 GD0298
 GD0298.The dynamic height is computed by dividing the NAVD 88
 GD0298.geopotential number by the normal gravity value computed on the
 GD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0298.degrees latitude (g = 980.6199 gals.).
 GD0298
 GD0298.The modeled gravity was interpolated from observed gravity values.
 GD0298
 GD0298;                    North         East    Units  Estimated Accuracy
 GD0298;SPC TN       -   220,680.      371,500.      MT  (+/- 180 meters Scaled)
 GD0298
 GD0298                          SUPERSEDED SURVEY CONTROL
 GD0298
 GD0298  NGVD 29 (??/??/??)  125.002  (m)          410.11   (f) ADJUSTED    1 2
 GD0298
 GD0298.Superseded values are not recommended for survey control.
 GD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0298.See file dsdata.txt to determine how the superseded data were derived.
 GD0298
 GD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF613178(NAD 83)
 GD0298_MARKER: DB = BENCH MARK DISK
 GD0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0298_STAMPING: V 177 1949
 GD0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0298+STABILITY: SURFACE MOTION
 GD0298
 GD0298  HISTORY     - Date     Condition        Report By
 GD0298  HISTORY     - 1949     MONUMENTED       CGS
 GD0298  HISTORY     - 1967     GOOD             CGS
 GD0298  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0298
 GD0298                          STATION DESCRIPTION
 GD0298
 GD0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0298'9.2 MI E FROM DRESDEN.
 GD0298'THE MARK IS ABOUT 9.2 MILES EAST ALONG STATE ROUTE 54 FROM THE
 GD0298'WEAKLEY COUNTY COURTHOUSE IN DRESDEN, ABOUT 1.8 MILES WEST OF
 GD0298'THE MAIN CROSSROAD IN THE SMALL COMMUNITY OF COMO, ABOUT 145
 GD0298'YARDS WEST OF THE WEST ONE OF TWO BRIDGES, ABOUT 150 FEET
 GD0298'NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD, 124
 GD0298'FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 52 FEET NORTH
 GD0298'OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 1 FOOT SOUTH OF
 GD0298'AND EAST-WEST FENCE, AND 0.6 OF A FOOT SOUTH OF A METAL WITNESS
 GD0298'POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GD0298'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD0298'IS STAMPED V 177 1949.
 GD0298
 GD0298                          STATION RECOVERY (2002)
 GD0298
 GD0298'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0298'R.O.W. HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0229 ***********************************************************************
 FD0229  DESIGNATION -  V 178
 FD0229  PID         -  FD0229
 FD0229  STATE/COUNTY-  TN/FRANKLIN
 FD0229  USGS QUAD   -  WINCHESTER (1971)
 FD0229
 FD0229                         *CURRENT SURVEY CONTROL
 FD0229  ___________________________________________________________________
 FD0229* NAD 83(1986)-  35 11 40.     (N)    086 05 39.     (W)     SCALED    
 FD0229* NAVD 88     -       281.771  (meters)     924.44   (feet)  ADJUSTED  
 FD0229  ___________________________________________________________________
 FD0229  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0229  DYNAMIC HT  -         281.495 (meters)     923.54  (feet)  COMP
 FD0229  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 FD0229
 FD0229  VERT ORDER  -  FIRST     CLASS II
 FD0229
 FD0229.The horizontal coordinates were scaled from a topographic map and have
 FD0229.an estimated accuracy of +/- 6 seconds.
 FD0229
 FD0229.The orthometric height was determined by differential leveling
 FD0229.and adjusted by the National Geodetic Survey in June 1991..
 FD0229
 FD0229.The geoid height was determined by GEOID03.
 FD0229
 FD0229.The dynamic height is computed by dividing the NAVD 88
 FD0229.geopotential number by the normal gravity value computed on the
 FD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0229.degrees latitude (g = 980.6199 gals.).
 FD0229
 FD0229.The modeled gravity was interpolated from observed gravity values.
 FD0229
 FD0229;                    North         East    Units  Estimated Accuracy
 FD0229;SPC TN       -    95,550.      591,420.      MT  (+/- 180 meters Scaled)
 FD0229
 FD0229                          SUPERSEDED SURVEY CONTROL
 FD0229
 FD0229  NGVD 29 (??/??/92)  281.745  (m)          924.36   (f) ADJ UNCH    1 2
 FD0229
 FD0229.Superseded values are not recommended for survey control.
 FD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0229.See file dsdata.txt to determine how the superseded data were derived.
 FD0229
 FD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED824949(NAD 83)
 FD0229_MARKER: DB = BENCH MARK DISK
 FD0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0229_SP_SET: CULVERT
 FD0229_STAMPING: V 178 1949
 FD0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0229
 FD0229  HISTORY     - Date     Condition        Report By
 FD0229  HISTORY     - 1949     MONUMENTED       CGS
 FD0229  HISTORY     - 1965     MARK NOT FOUND   TVA
 FD0229
 FD0229                          STATION DESCRIPTION
 FD0229
 FD0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0229'1.4 MI NE FROM WINCHESTER.
 FD0229'1.4 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0229'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, ABOUT 1.65 MILES
 FD0229'SOUTHWEST OF THE STATION AT DECHERD, SET IN THE TOP OF THE EAST
 FD0229'END OF THE SOUTH CONCRETE HEAD WALL OF A 6-FOOT CONCRETE CULVERT
 FD0229'UNDER RAILROAD, 10.8 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 FD0229'2 1/2 FEET BELOW THE TRACK.
 FD0229
 FD0229                          STATION RECOVERY (1965)
 FD0229
 FD0229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0342 ***********************************************************************
 FD0342  DESIGNATION -  V 179
 FD0342  PID         -  FD0342
 FD0342  STATE/COUNTY-  TN/LINCOLN
 FD0342  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0342
 FD0342                         *CURRENT SURVEY CONTROL
 FD0342  ___________________________________________________________________
 FD0342* NAD 83(1986)-  35 11 11.     (N)    086 34 08.     (W)     SCALED    
 FD0342* NAVD 88     -       243.327  (meters)     798.32   (feet)  ADJUSTED  
 FD0342  ___________________________________________________________________
 FD0342  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0342  DYNAMIC HT  -         243.103 (meters)     797.58  (feet)  COMP
 FD0342  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FD0342
 FD0342  VERT ORDER  -  FIRST     CLASS II
 FD0342
 FD0342.The horizontal coordinates were scaled from a topographic map and have
 FD0342.an estimated accuracy of +/- 6 seconds.
 FD0342
 FD0342.The orthometric height was determined by differential leveling
 FD0342.and adjusted by the National Geodetic Survey in June 1991..
 FD0342
 FD0342.The geoid height was determined by GEOID03.
 FD0342
 FD0342.The dynamic height is computed by dividing the NAVD 88
 FD0342.geopotential number by the normal gravity value computed on the
 FD0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0342.degrees latitude (g = 980.6199 gals.).
 FD0342
 FD0342.The modeled gravity was interpolated from observed gravity values.
 FD0342
 FD0342;                    North         East    Units  Estimated Accuracy
 FD0342;SPC TN       -    94,800.      548,190.      MT  (+/- 180 meters Scaled)
 FD0342
 FD0342                          SUPERSEDED SURVEY CONTROL
 FD0342
 FD0342  NGVD 29 (??/??/92)  243.308  (m)          798.25   (f) ADJ UNCH    1 2
 FD0342
 FD0342.Superseded values are not recommended for survey control.
 FD0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0342.See file dsdata.txt to determine how the superseded data were derived.
 FD0342
 FD0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED392937(NAD 83)
 FD0342_MARKER: DB = BENCH MARK DISK
 FD0342_SETTING: 66 = SET IN ROCK OUTCROP
 FD0342_SP_SET: SET IN ROCK OUTCROP
 FD0342_STAMPING: V 179 1949
 FD0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0342+STABILITY: POSITION/ELEVATION WELL
 FD0342
 FD0342  HISTORY     - Date     Condition        Report By
 FD0342  HISTORY     - 1949     MONUMENTED       CGS
 FD0342
 FD0342                          STATION DESCRIPTION
 FD0342
 FD0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0342'2.2 MI NW FROM FAYETTEVILLE.
 FD0342'2.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0342'ST. LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0342'FAYETTEVILLE, AT THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 FD0342'SOUTH AND NORTHWEST, SET IN THE TOP OF A PROTRUDING ROCK ABOUT
 FD0342'3 FEET IN DIAMETER, 105 1/2 FEET SOUTHEAST OF THE SOUTHWEST END
 FD0342'OF A 2-FOOT ROCK CULVERT, 156 1/2 FEET WEST-NORTHWEST OF TELEPHONE
 FD0342'POLE NO. 41/20, 57 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO.
 FD0342'41/21, 39.8 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL AND ABOUT
 FD0342'1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0232 ***********************************************************************
 GD0232  DESIGNATION -  V 18
 GD0232  PID         -  GD0232
 GD0232  STATE/COUNTY-  TN/CARROLL
 GD0232  USGS QUAD   -  BRUCETON (1987)
 GD0232
 GD0232                         *CURRENT SURVEY CONTROL
 GD0232  ___________________________________________________________________
 GD0232* NAD 83(1986)-  36 05 08.     (N)    088 13 49.     (W)     SCALED    
 GD0232* NAVD 88     -       121.269  (meters)     397.86   (feet)  ADJUSTED  
 GD0232  ___________________________________________________________________
 GD0232  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0232  DYNAMIC HT  -         121.167 (meters)     397.53  (feet)  COMP
 GD0232  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GD0232
 GD0232  VERT ORDER  -  FIRST     CLASS II
 GD0232
 GD0232.The horizontal coordinates were scaled from a topographic map and have
 GD0232.an estimated accuracy of +/- 6 seconds.
 GD0232
 GD0232.The orthometric height was determined by differential leveling
 GD0232.and adjusted by the National Geodetic Survey in June 1991..
 GD0232
 GD0232.The geoid height was determined by GEOID03.
 GD0232
 GD0232.The dynamic height is computed by dividing the NAVD 88
 GD0232.geopotential number by the normal gravity value computed on the
 GD0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0232.degrees latitude (g = 980.6199 gals.).
 GD0232
 GD0232.The modeled gravity was interpolated from observed gravity values.
 GD0232
 GD0232;                    North         East    Units  Estimated Accuracy
 GD0232;SPC TN       -   196,700.      399,150.      MT  (+/- 180 meters Scaled)
 GD0232
 GD0232                          SUPERSEDED SURVEY CONTROL
 GD0232
 GD0232  NGVD 29 (??/??/??)  121.298  (m)          397.96   (f) ADJUSTED    1 2
 GD0232
 GD0232.Superseded values are not recommended for survey control.
 GD0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0232.See file dsdata.txt to determine how the superseded data were derived.
 GD0232
 GD0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE892941(NAD 83)
 GD0232_MARKER: DB = BENCH MARK DISK
 GD0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0232_STAMPING: 398.159 V 18 1934
 GD0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0232+STABILITY: SURFACE MOTION
 GD0232
 GD0232  HISTORY     - Date     Condition        Report By
 GD0232  HISTORY     - 1934     MONUMENTED       CGS
 GD0232  HISTORY     - 1955     GOOD             CGS
 GD0232  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0232
 GD0232                          STATION DESCRIPTION
 GD0232
 GD0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GD0232'2.4 MI S FROM VALE.
 GD0232'2.4 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0232'RAILWAY FROM VALE, CARROLL COUNTY, 3-1/2 POLES SOUTH OF MILEPOST
 GD0232'83, 40 FEET SOUTH OF TRESTLE 83.1, OPPOSITE SURVEY STATION 4372+63,
 GD0232'48 FEET WEST OF THE WEST RAIL, AND AT A FENCE.  A STANDARD DISK,
 GD0232'STAMPED 398.159 V 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0232'NOTE-- AREA WHERE MONUMENT IS LOCATED BEEN FILLED 2 FT OR
 GD0232'3 FT - MONUMENT BELIEVE TO BE GOOD.
 GD0232
 GD0232                          STATION RECOVERY (1971)
 GD0232
 GD0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0307 ***********************************************************************
 FD0307  DESIGNATION -  V 180
 FD0307  PID         -  FD0307
 FD0307  STATE/COUNTY-  TN/MARSHALL
 FD0307  USGS QUAD   -  BELFAST (1982)
 FD0307
 FD0307                         *CURRENT SURVEY CONTROL
 FD0307  ___________________________________________________________________
 FD0307* NAD 83(1986)-  35 25 36.     (N)    086 43 56.     (W)     SCALED    
 FD0307* NAVD 88     -       255.487  (meters)     838.21   (feet)  ADJUSTED  
 FD0307  ___________________________________________________________________
 FD0307  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0307  DYNAMIC HT  -         255.255 (meters)     837.45  (feet)  COMP
 FD0307  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FD0307
 FD0307  VERT ORDER  -  FIRST     CLASS II
 FD0307
 FD0307.The horizontal coordinates were scaled from a topographic map and have
 FD0307.an estimated accuracy of +/- 6 seconds.
 FD0307
 FD0307.The orthometric height was determined by differential leveling
 FD0307.and adjusted by the National Geodetic Survey in June 1991..
 FD0307
 FD0307.The geoid height was determined by GEOID03.
 FD0307
 FD0307.The dynamic height is computed by dividing the NAVD 88
 FD0307.geopotential number by the normal gravity value computed on the
 FD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0307.degrees latitude (g = 980.6199 gals.).
 FD0307
 FD0307.The modeled gravity was interpolated from observed gravity values.
 FD0307
 FD0307;                    North         East    Units  Estimated Accuracy
 FD0307;SPC TN       -   121,550.      533,510.      MT  (+/- 180 meters Scaled)
 FD0307
 FD0307                          SUPERSEDED SURVEY CONTROL
 FD0307
 FD0307  NGVD 29 (??/??/92)  255.460  (m)          838.12   (f) ADJ UNCH    1 2
 FD0307
 FD0307.Superseded values are not recommended for survey control.
 FD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0307.See file dsdata.txt to determine how the superseded data were derived.
 FD0307
 FD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE243203(NAD 83)
 FD0307_MARKER: DB = BENCH MARK DISK
 FD0307_SETTING: 66 = SET IN ROCK OUTCROP
 FD0307_SP_SET: SET IN ROCK OUTCROP
 FD0307_STAMPING: V 180 1949
 FD0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0307+STABILITY: POSITION/ELEVATION WELL
 FD0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0307+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD0307
 FD0307  HISTORY     - Date     Condition        Report By
 FD0307  HISTORY     - 1949     MONUMENTED       CGS
 FD0307  HISTORY     - 20020520 GOOD             TNDT
 FD0307
 FD0307                          STATION DESCRIPTION
 FD0307
 FD0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0307'1.8 MI NW FROM BELFAST.
 FD0307'1.8 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0307'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0307'70 FEET EAST OF POLE 63/3, 66 FEET SOUTHWEST OF A WHISTLE POST,
 FD0307'ABOUT 0.15 MILE WEST OF A ROAD CROSSING TO A HOUSE SOUTH OF TRACK,
 FD0307'43 FEET SOUTH OF THE SOUTH RAIL, 19 FEET SOUTH OF THE R/W FENCE
 FD0307'LINE, 16 1/2 FEET WEST-NORTHWEST OF A 7-INCH FORKED RED BUD TREE,
 FD0307'ABOUT 8 FEET BELOW THE TRACK AND SET IN THE TOP OF A FLAT ROCK
 FD0307'ABOUT 6 FEET IN DIAMETER.
 FD0307
 FD0307                          STATION RECOVERY (2002)
 FD0307
 FD0307'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1406 ***********************************************************************
 GC1406  DESIGNATION -  V 181
 GC1406  PID         -  GC1406
 GC1406  STATE/COUNTY-  TN/CHEATHAM
 GC1406  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1406
 GC1406                         *CURRENT SURVEY CONTROL
 GC1406  ___________________________________________________________________
 GC1406* NAD 83(1986)-  36 18 55.     (N)    087 10 37.     (W)     SCALED    
 GC1406* NAVD 88     -       124.575  (meters)     408.71   (feet)  ADJUSTED  
 GC1406  ___________________________________________________________________
 GC1406  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1406  DYNAMIC HT  -         124.471 (meters)     408.37  (feet)  COMP
 GC1406  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GC1406
 GC1406  VERT ORDER  -  FIRST     CLASS II
 GC1406
 GC1406.The horizontal coordinates were scaled from a topographic map and have
 GC1406.an estimated accuracy of +/- 6 seconds.
 GC1406
 GC1406.The orthometric height was determined by differential leveling
 GC1406.and adjusted by the National Geodetic Survey in June 1991..
 GC1406
 GC1406.The geoid height was determined by GEOID03.
 GC1406
 GC1406.The dynamic height is computed by dividing the NAVD 88
 GC1406.geopotential number by the normal gravity value computed on the
 GC1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1406.degrees latitude (g = 980.6199 gals.).
 GC1406
 GC1406.The modeled gravity was interpolated from observed gravity values.
 GC1406
 GC1406;                    North         East    Units  Estimated Accuracy
 GC1406;SPC TN       -   220,530.      494,310.      MT  (+/- 180 meters Scaled)
 GC1406
 GC1406                          SUPERSEDED SURVEY CONTROL
 GC1406
 GC1406  NGVD 29 (??/??/92)  124.632  (m)          408.90   (f) ADJ UNCH    1 2
 GC1406
 GC1406.Superseded values are not recommended for survey control.
 GC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1406.See file dsdata.txt to determine how the superseded data were derived.
 GC1406
 GC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF841189(NAD 83)
 GC1406_MARKER: DB = BENCH MARK DISK
 GC1406_SETTING: 66 = SET IN ROCK OUTCROP
 GC1406_SP_SET: ROCK CLIFF
 GC1406_STAMPING: V 181 1949
 GC1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1406+STABILITY: POSITION/ELEVATION WELL
 GC1406
 GC1406  HISTORY     - Date     Condition        Report By
 GC1406  HISTORY     - 1949     MONUMENTED       CGS
 GC1406  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1406
 GC1406                          STATION DESCRIPTION
 GC1406
 GC1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1406'6.8 MI NW FROM ASHLAND CITY.
 GC1406'6.85 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1406'THE STATION AT ASHLAND CITY, ABOUT 0.9 MILE SOUTHEAST OF THE
 GC1406'STATION SIGN AT FOX BLUFF, 204 FEET EAST-NORTHEAST AND ACROSS
 GC1406'THE TRACK FROM MILE POST H 36, 14 FEET NORTH OF THE NORTH RAIL,
 GC1406'SET VERTICALLY IN THE SOUTH FACE OF A HIGH VERTICAL ROCK CLIFF,
 GC1406'20 FEET EAST-NORTHEAST OF THE CORNER OF THE CLIFF FROM WHICH
 GC1406'IT RECEEDS FROM THE TRACK, AND ABOUT 2 1/2 FEET ABOVE THE
 GC1406'TRACK.
 GC1406
 GC1406                          STATION RECOVERY (1984)
 GC1406
 GC1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1406'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1129 ***********************************************************************
 GC1129  DESIGNATION -  V 182
 GC1129  PID         -  GC1129
 GC1129  STATE/COUNTY-  TN/MONTGOMERY
 GC1129  USGS QUAD   -  CLARKSVILLE (1984)
 GC1129
 GC1129                         *CURRENT SURVEY CONTROL
 GC1129  ___________________________________________________________________
 GC1129* NAD 83(1986)-  36 33 24.     (N)    087 21 37.     (W)     SCALED    
 GC1129* NAVD 88     -       128.467  (meters)     421.48   (feet)  ADJUSTED  
 GC1129  ___________________________________________________________________
 GC1129  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1129  DYNAMIC HT  -         128.360 (meters)     421.13  (feet)  COMP
 GC1129  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 GC1129
 GC1129  VERT ORDER  -  FIRST     CLASS II
 GC1129
 GC1129.The horizontal coordinates were scaled from a topographic map and have
 GC1129.an estimated accuracy of +/- 6 seconds.
 GC1129
 GC1129.The orthometric height was determined by differential leveling
 GC1129.and adjusted by the National Geodetic Survey in June 1991..
 GC1129
 GC1129.The geoid height was determined by GEOID03.
 GC1129
 GC1129.The dynamic height is computed by dividing the NAVD 88
 GC1129.geopotential number by the normal gravity value computed on the
 GC1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1129.degrees latitude (g = 980.6199 gals.).
 GC1129
 GC1129.The modeled gravity was interpolated from observed gravity values.
 GC1129
 GC1129;                    North         East    Units  Estimated Accuracy
 GC1129;SPC TN       -   247,530.      478,220.      MT  (+/- 180 meters Scaled)
 GC1129
 GC1129                          SUPERSEDED SURVEY CONTROL
 GC1129
 GC1129  NGVD 29 (??/??/92)  128.532  (m)          421.69   (f) ADJ UNCH    1 2
 GC1129
 GC1129.Superseded values are not recommended for survey control.
 GC1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1129.See file dsdata.txt to determine how the superseded data were derived.
 GC1129
 GC1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF677457(NAD 83)
 GC1129_MARKER: DB = BENCH MARK DISK
 GC1129_SETTING: 66 = SET IN ROCK OUTCROP
 GC1129_SP_SET: ROCK CLIFF
 GC1129_STAMPING: V 182 1949
 GC1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1129+STABILITY: POSITION/ELEVATION WELL
 GC1129
 GC1129  HISTORY     - Date     Condition        Report By
 GC1129  HISTORY     - 1949     MONUMENTED       CGS
 GC1129  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1129
 GC1129                          STATION DESCRIPTION
 GC1129
 GC1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1129'2.9 MI N FROM CLARKSVILLE.
 GC1129'2.9 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1129'STATION AT CLARKSVILLE, 169 YARDS EAST OF MILE POST H 59, 169
 GC1129'YARDS EAST OF THE WEST END OF A CUT, 362 YARDS EAST OF THE EAST
 GC1129'END OF TRESTLE NO. H 59-28, 7.7 FEET SOUTH OF THE SOUTH RAIL,
 GC1129'SET VERTICALLY IN THE SMOOTH NORTH FACE OF A VERTICAL ROCK AT
 GC1129'BOTTOM OF A ROCK CLIFF, 109.5 FEET EAST-SOUTHEAST AND ACROSS
 GC1129'THE TRACKS FROM A SIGN 15, AND ABOUT 1 FOOT ABOVE THE TRACK.
 GC1129
 GC1129                          STATION RECOVERY (1984)
 GC1129
 GC1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1129'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0387 ***********************************************************************
 EE0387  DESIGNATION -  V 183
 EE0387  PID         -  EE0387
 EE0387  STATE/COUNTY-  TN/MARION
 EE0387  USGS QUAD   -  HOOKER (1982)
 EE0387
 EE0387                         *CURRENT SURVEY CONTROL
 EE0387  ___________________________________________________________________
 EE0387* NAD 83(1986)-  34 59 36.     (N)    085 29 19.     (W)     SCALED    
 EE0387* NAVD 88     -       277.210  (meters)     909.48   (feet)  ADJUSTED  
 EE0387  ___________________________________________________________________
 EE0387  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 EE0387  DYNAMIC HT  -         276.939 (meters)     908.59  (feet)  COMP
 EE0387  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE0387
 EE0387  VERT ORDER  -  FIRST     CLASS II
 EE0387
 EE0387.The horizontal coordinates were scaled from a topographic map and have
 EE0387.an estimated accuracy of +/- 6 seconds.
 EE0387
 EE0387.The orthometric height was determined by differential leveling
 EE0387.and adjusted by the National Geodetic Survey in June 1991..
 EE0387.WARNING-Repeat measurements at this control monument indicate possible
 EE0387.vertical movement.
 EE0387
 EE0387.The geoid height was determined by GEOID03.
 EE0387
 EE0387.The dynamic height is computed by dividing the NAVD 88
 EE0387.geopotential number by the normal gravity value computed on the
 EE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0387.degrees latitude (g = 980.6199 gals.).
 EE0387
 EE0387.The modeled gravity was interpolated from observed gravity values.
 EE0387
 EE0387;                    North         East    Units  Estimated Accuracy
 EE0387;SPC TN       -    73,350.      646,690.      MT  (+/- 180 meters Scaled)
 EE0387
 EE0387                          SUPERSEDED SURVEY CONTROL
 EE0387
 EE0387  NGVD 29 (??/??/92)  277.220  (m)          909.51   (f) ADJ UNCH    1 2
 EE0387
 EE0387.Superseded values are not recommended for survey control.
 EE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0387.See file dsdata.txt to determine how the superseded data were derived.
 EE0387
 EE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD379733(NAD 83)
 EE0387_MARKER: DB = BENCH MARK DISK
 EE0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0387_STAMPING: V 183 1950
 EE0387_MARK LOGO: CGS   
 EE0387_PROJECTION: PROJECTING 9 CENTIMETERS
 EE0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0387+STABILITY: SURFACE MOTION
 EE0387
 EE0387  HISTORY     - Date     Condition        Report By
 EE0387  HISTORY     - 1950     MONUMENTED       CGS
 EE0387  HISTORY     - 1963     GOOD             NGS
 EE0387  HISTORY     - 1983     GOOD             NGS
 EE0387
 EE0387                          STATION DESCRIPTION
 EE0387
 EE0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0387'0.6 MI E FROM WHITESIDE.
 EE0387'ABOUT 5.5 MILES WESTERLY ALONG NO. 299 GEORGIA HWY. FROM NO. 11
 EE0387'U.S. HWY. IN WILDWOOD OR 4.7 MILE EASTERLY ALONG NO. 134 TENNESSEE
 EE0387'HWY. FROM ITS JUNCTION WITH NO. 72 U.S. HWY. NEAR TENNESSEE RIVER
 EE0387'BRIDGE IN GUILD, TENNESSEE OF 0.5 MILE E FROM THE POST
 EE0387'OFFICE IN WHITESIDE, THENCE 0.2 MILE NORTHERLY ON EARTH ROAD TO
 EE0387'LOUISVILLE AND NASHVILLE RAILROAD AND THE MARK ON THE LEFT,
 EE0387'36.9 FEET NW OF NW RAIL OF MAIN LINE DOUBLE TRACKS, 1.6 FEET
 EE0387'LOWER THAN TOP OF SAME, ABOUT 37 FEET SW OF CENTER LINE OF
 EE0387'EARTH ROAD, ABOUT N AND ACROSS THE TRACKS FROM NO. 137/21
 EE0387'CREOSOTED TELEPHONE POLE, 1.9 FEET ENE OF STEEL WITNESS POST,
 EE0387'AND PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE TO OFFICE-- OBSERVATION
 EE0387'WITH A HAND LEVEL INDICATED THAT THE ELEVATION OF THE RAIL
 EE0387'DESCRIBED AS 8.0 MILES SW ALONG N.C. AND ST. L. RWY. FROM THE
 EE0387'CONTROL TOWER AT WAUHATCHIE, TOP OF NW RAIL OF THE SOUTHWESTBOUND
 EE0387'TRACK AT THE CROSSING OF THE CENTERLINE OF A ROAD.  (910.5 FEET)
 EE0387'THAT THIS ELEVATION IS REALLY 911.1 FEET.  IT WAS OBSERVED
 EE0387'AS BEING 1.6 FEET HIGHER THAN THE ABOVE SUBJECT BENCH MARK.  ALSO
 EE0387'THE TRACK HAS EVIDENTLY BEEN RAISED BY ADDITION OF STONE BALLAST.
 EE0387
 EE0387                          STATION RECOVERY (1983)
 EE0387
 EE0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EE0387'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 134 FROM THE POST OFFICE IN
 EE0387'WHITESIDE, THENCE 0.3 KM (0.2 MI) NORTH ALONG AN ASPHALT ROAD, AT THE
 EE0387'LOUISVILLE AND NASHVILLE RAILROAD CROSSING, 14.32 METERS (47.0 FT)
 EE0387'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 27.43 METERS
 EE0387'(90.0 FT) NORTH AND ACROSS TRACKS FROM A TELEPHONE POLE WITH ANCHOR
 EE0387'CABLE, 19.20 METERS (63.0 FT) NORTHWEST OF THE CENTER OF THE CROSSING,
 EE0387'11.28 METERS (37.0 FT) WEST OF THE CENTER OF THE ASPHALT ROAD.
 EE0387'THE MARK IS 0.6 METERS  ENE FROM A WITNESS POST.
 EE0387'THE MARK IS 0.6 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1090 ***********************************************************************
 FC1090  DESIGNATION -  V 184
 FC1090  PID         -  FC1090
 FC1090  STATE/COUNTY-  TN/HAMILTON
 FC1090  USGS QUAD   -  SODDY (1972)
 FC1090
 FC1090                         *CURRENT SURVEY CONTROL
 FC1090  ___________________________________________________________________
 FC1090* NAD 83(1986)-  35 15 41.     (N)    085 10 41.     (W)     SCALED    
 FC1090* NAVD 88     -       232.156  (meters)     761.67   (feet)  ADJUSTED  
 FC1090  ___________________________________________________________________
 FC1090  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1090  DYNAMIC HT  -         231.925 (meters)     760.91  (feet)  COMP
 FC1090  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 FC1090
 FC1090  VERT ORDER  -  FIRST     CLASS II
 FC1090
 FC1090.The horizontal coordinates were scaled from a topographic map and have
 FC1090.an estimated accuracy of +/- 6 seconds.
 FC1090
 FC1090.The orthometric height was determined by differential leveling
 FC1090.and adjusted by the National Geodetic Survey in June 1991..
 FC1090
 FC1090.The geoid height was determined by GEOID03.
 FC1090
 FC1090.The dynamic height is computed by dividing the NAVD 88
 FC1090.geopotential number by the normal gravity value computed on the
 FC1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1090.degrees latitude (g = 980.6199 gals.).
 FC1090
 FC1090.The modeled gravity was interpolated from observed gravity values.
 FC1090
 FC1090;                    North         East    Units  Estimated Accuracy
 FC1090;SPC TN       -   103,280.      674,790.      MT  (+/- 180 meters Scaled)
 FC1090
 FC1090                          SUPERSEDED SURVEY CONTROL
 FC1090
 FC1090  NGVD 29 (??/??/92)  232.199  (m)          761.81   (f) ADJ UNCH    1 2
 FC1090
 FC1090.Superseded values are not recommended for survey control.
 FC1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1090.See file dsdata.txt to determine how the superseded data were derived.
 FC1090
 FC1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE657035(NAD 83)
 FC1090_MARKER: DB = BENCH MARK DISK
 FC1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1090_STAMPING: V 184 1950
 FC1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1090+STABILITY: SURFACE MOTION
 FC1090
 FC1090  HISTORY     - Date     Condition        Report By
 FC1090  HISTORY     - 1950     MONUMENTED       CGS
 FC1090  HISTORY     - 1972     GOOD             TVA
 FC1090
 FC1090                          STATION DESCRIPTION
 FC1090
 FC1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1090'1.8 MI NE FROM DAISY.
 FC1090'ABOUT 1.85 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1090'STATION AT DAISY, ABOUT 2.0 MILES SOUTH OF THE STATION AT
 FC1090'RATHBURN, AT A ROAD CROSSING, ABOUT 0.35 MILE NORTH OF THE
 FC1090'OVERPASS OF U.S. HIGHWAY 27 OVER THE TRACKS, 364 FEET SOUTHEAST
 FC1090'AND ACROSS THE TRACK FROM MILE POST 319, 62 FEET NORTHEAST OF
 FC1090'THE CENTER OF THE CROSSING, 46 FEET EAST OF THE EAST RAIL, 29 FEET
 FC1090'NORTH OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET NORTH OF POWER
 FC1090'POLE NO. SD 1024, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET
 FC1090'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 3 FEET BELOW
 FC1090'THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1090'3 INCHES.
 FC1090
 FC1090                          STATION RECOVERY (1972)
 FC1090
 FC1090'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0067 ***********************************************************************
 FD0067  DESIGNATION -  V 185
 FD0067  PID         -  FD0067
 FD0067  STATE/COUNTY-  TN/RUTHERFORD
 FD0067  USGS QUAD   -  DILLTON (1975)
 FD0067
 FD0067                         *CURRENT SURVEY CONTROL
 FD0067  ___________________________________________________________________
 FD0067* NAD 83(1986)-  35 50 57.     (N)    086 21 49.     (W)     SCALED    
 FD0067* NAVD 88     -       191.741  (meters)     629.07   (feet)  ADJUSTED  
 FD0067  ___________________________________________________________________
 FD0067  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0067  DYNAMIC HT  -         191.572 (meters)     628.52  (feet)  COMP
 FD0067  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 FD0067
 FD0067  VERT ORDER  -  FIRST     CLASS II
 FD0067
 FD0067.The horizontal coordinates were scaled from a topographic map and have
 FD0067.an estimated accuracy of +/- 6 seconds.
 FD0067
 FD0067.The orthometric height was determined by differential leveling
 FD0067.and adjusted by the National Geodetic Survey in June 1991..
 FD0067
 FD0067.The geoid height was determined by GEOID03.
 FD0067
 FD0067.The dynamic height is computed by dividing the NAVD 88
 FD0067.geopotential number by the normal gravity value computed on the
 FD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0067.degrees latitude (g = 980.6199 gals.).
 FD0067
 FD0067.The modeled gravity was interpolated from observed gravity values.
 FD0067
 FD0067;                    North         East    Units  Estimated Accuracy
 FD0067;SPC TN       -   168,240.      567,160.      MT  (+/- 180 meters Scaled)
 FD0067
 FD0067                          SUPERSEDED SURVEY CONTROL
 FD0067
 FD0067  NGVD 29 (??/??/92)  191.750  (m)          629.10   (f) ADJ UNCH    1 2
 FD0067
 FD0067.Superseded values are not recommended for survey control.
 FD0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0067.See file dsdata.txt to determine how the superseded data were derived.
 FD0067
 FD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE574674(NAD 83)
 FD0067_MARKER: DB = BENCH MARK DISK
 FD0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0067_SP_SET: BUILDING
 FD0067_STAMPING: V 185 1949
 FD0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0067
 FD0067  HISTORY     - Date     Condition        Report By
 FD0067  HISTORY     - 1949     MONUMENTED       CGS
 FD0067
 FD0067                          STATION DESCRIPTION
 FD0067
 FD0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0067'AT MURFREESBORO.
 FD0067'AT MURFREESBORO, ABOUT 1.05 MILES EAST ALONG EAST MAIN STREET
 FD0067'FROM THE COURT HOUSE, THENCE ABOUT 0.5 MILE NORTH ALONG NORTH
 FD0067'BOULEVARD, THENCE ABOUT 0.5 MILE EAST ALONG A BLACK TOP ROAD
 FD0067'THRU CAMPUS OF MIDDLE TENNESSEE STATE TEACHERS COLLEGE, AT
 FD0067'THE STATE TEACHERS COLLEGE AIRPORT, SET VERTICALLY IN THE
 FD0067'SOUTH END OF THE EAST FOUNDATION OF THE SMALLER ONE OF TWO
 FD0067'AIRPORT HANGARS, 59 1/2 FEET NORTH OF THE NORTHWEST CORNER OF
 FD0067'THE OFFICE BUILDING, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0425 ***********************************************************************
 GC0425  DESIGNATION -  V 186
 GC0425  PID         -  GC0425
 GC0425  STATE/COUNTY-  TN/RUTHERFORD
 GC0425  USGS QUAD   -  LA VERGNE (1983)
 GC0425
 GC0425                         *CURRENT SURVEY CONTROL
 GC0425  ___________________________________________________________________
 GC0425* NAD 83(1986)-  36 00 23.     (N)    086 32 30.     (W)     SCALED    
 GC0425* NAVD 88     -       178.495  (meters)     585.61   (feet)  ADJUSTED  
 GC0425  ___________________________________________________________________
 GC0425  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC0425  DYNAMIC HT  -         178.342 (meters)     585.11  (feet)  COMP
 GC0425  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0425
 GC0425  VERT ORDER  -  FIRST     CLASS II
 GC0425
 GC0425.The horizontal coordinates were scaled from a topographic map and have
 GC0425.an estimated accuracy of +/- 6 seconds.
 GC0425
 GC0425.The orthometric height was determined by differential leveling
 GC0425.and adjusted by the National Geodetic Survey in June 1991..
 GC0425
 GC0425.The geoid height was determined by GEOID03.
 GC0425
 GC0425.The dynamic height is computed by dividing the NAVD 88
 GC0425.geopotential number by the normal gravity value computed on the
 GC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0425.degrees latitude (g = 980.6199 gals.).
 GC0425
 GC0425.The modeled gravity was interpolated from observed gravity values.
 GC0425
 GC0425;                    North         East    Units  Estimated Accuracy
 GC0425;SPC TN       -   185,760.      551,170.      MT  (+/- 180 meters Scaled)
 GC0425
 GC0425                          SUPERSEDED SURVEY CONTROL
 GC0425
 GC0425  NGVD 29 (??/??/92)  178.514  (m)          585.67   (f) ADJ UNCH    1 2
 GC0425
 GC0425.Superseded values are not recommended for survey control.
 GC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0425.See file dsdata.txt to determine how the superseded data were derived.
 GC0425
 GC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE413847(NAD 83)
 GC0425_MARKER: DB = BENCH MARK DISK
 GC0425_SETTING: 66 = SET IN ROCK OUTCROP
 GC0425_SP_SET: ROCK OUTCROP
 GC0425_STAMPING: V 186 1949
 GC0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0425+STABILITY: POSITION/ELEVATION WELL
 GC0425
 GC0425  HISTORY     - Date     Condition        Report By
 GC0425  HISTORY     - 1949     MONUMENTED       CGS
 GC0425  HISTORY     - 20010803 MARK NOT FOUND   TNDT
 GC0425  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0425  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0425
 GC0425                          STATION DESCRIPTION
 GC0425
 GC0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0425'2.1 MI NW FROM SMYRNA.
 GC0425'2.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0425'LOUIS RAILWAY FROM THE STATION AT SMYRNA, ABOUT 2.35 MILES
 GC0425'SOUTHEAST OF THE STATION AT LA VERGNE, 351 FEET SOUTHEAST OF
 GC0425'MILE POST 18, 40 FEET NORTHEAST OF THE NORTHEAST RAIL, 11 1/2
 GC0425'FEET SOUTHWEST OF THE R/W FENCE LINE, 14 FEET NORTH-NORTHEAST
 GC0425'OF POLE 18/3, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 GC0425'OF AN OUTCROP OF ROCK ON SMALL ROCKY KNOLL.
 GC0425
 GC0425                          STATION RECOVERY (2001)
 GC0425
 GC0425'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0425'AN UNDERGROUND FIBER OPTIC CABLE AND A RAIL STORAGE SIDING HAVE BEEN
 GC0425'INSTALLED IN THE IMMEDIATE VICINITY OF THE STATION, AND THE SMALL
 GC0425'ROCKY KNOLL HAS BEEN OBLITERATED.
 GC0425
 GC0425                          STATION RECOVERY (2002)
 GC0425
 GC0425'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0425'CONSTRUCTION OF A STORAGE SIDING AND INSTALLATION OF A FIBER OPTIC
 GC0425'CABLE HAVE LEVELED THE ROCKY KNOLL.
 GC0425
 GC0425                          STATION RECOVERY (2002)
 GC0425
 GC0425'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0425'CONSTRUCTION OF A STORAGE SIDING AND INSTALLATION OF A FIBER OPTIC
 GC0425'CABLE HAVE LEVELED THE ROCKY KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0396 ***********************************************************************
 GC0396  DESIGNATION -  V 187
 GC0396  PID         -  GC0396
 GC0396  STATE/COUNTY-  TN/DAVIDSON
 GC0396  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0396
 GC0396                         *CURRENT SURVEY CONTROL
 GC0396  ___________________________________________________________________
 GC0396* NAD 83(1986)-  36 08 39.     (N)    086 46 05.     (W)     SCALED    
 GC0396* NAVD 88     -       143.713  (meters)     471.50   (feet)  ADJUSTED  
 GC0396  ___________________________________________________________________
 GC0396  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0396  DYNAMIC HT  -         143.590 (meters)     471.09  (feet)  COMP
 GC0396  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0396
 GC0396  VERT ORDER  -  FIRST     CLASS II
 GC0396
 GC0396.The horizontal coordinates were scaled from a topographic map and have
 GC0396.an estimated accuracy of +/- 6 seconds.
 GC0396
 GC0396.The orthometric height was determined by differential leveling
 GC0396.and adjusted by the National Geodetic Survey in June 1991..
 GC0396
 GC0396.The geoid height was determined by GEOID03.
 GC0396
 GC0396.The dynamic height is computed by dividing the NAVD 88
 GC0396.geopotential number by the normal gravity value computed on the
 GC0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0396.degrees latitude (g = 980.6199 gals.).
 GC0396
 GC0396.The modeled gravity was interpolated from observed gravity values.
 GC0396
 GC0396;                    North         East    Units  Estimated Accuracy
 GC0396;SPC TN       -   201,180.      530,880.      MT  (+/- 180 meters Scaled)
 GC0396
 GC0396                          SUPERSEDED SURVEY CONTROL
 GC0396
 GC0396  NGVD 29 (??/??/92)  143.737  (m)          471.58   (f) ADJ UNCH    1 2
 GC0396
 GC0396.Superseded values are not recommended for survey control.
 GC0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0396.See file dsdata.txt to determine how the superseded data were derived.
 GC0396
 GC0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE208999(NAD 83)
 GC0396_MARKER: DB = BENCH MARK DISK
 GC0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0396_SP_SET: BUILDING
 GC0396_STAMPING: V 187 1949
 GC0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0396+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0396
 GC0396  HISTORY     - Date     Condition        Report By
 GC0396  HISTORY     - 1949     MONUMENTED       CGS
 GC0396  HISTORY     - 20030122 GOOD             TNDT
 GC0396
 GC0396                          STATION DESCRIPTION
 GC0396
 GC0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0396'AT NASHVILLE.
 GC0396'AT NASHVILLE, ABOUT 1.35 MILES SOUTHEAST ALONG THE NASHVILLE,
 GC0396'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE UNION STATION, AT THE
 GC0396'CROSSING OF CHESNUT STREET, ABOUT 150 FEET SOUTHWEST OF THE TRACK,
 GC0396'SET VERTICALLY IN THE CURVED BRICK FACE AT THE NORTH CORNER OF THE
 GC0396'MAY HOSIERY MILL, AND ABOUT 2 1/2 FEET ABOVE THE SIDE WALK.
 GC0396
 GC0396                          STATION RECOVERY (2003)
 GC0396
 GC0396'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1416 ***********************************************************************
 GC1416  DESIGNATION -  V 188
 GC1416  PID         -  GC1416
 GC1416  STATE/COUNTY-  TN/CHEATHAM
 GC1416  USGS QUAD   -  ASHLAND CITY (1987)
 GC1416
 GC1416                         *CURRENT SURVEY CONTROL
 GC1416  ___________________________________________________________________
 GC1416* NAD 83(1986)-  36 15 38.     (N)    087 03 41.     (W)     SCALED    
 GC1416* NAVD 88     -       124.550  (meters)     408.63   (feet)  ADJUSTED  
 GC1416  ___________________________________________________________________
 GC1416  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1416  DYNAMIC HT  -         124.445 (meters)     408.28  (feet)  COMP
 GC1416  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GC1416
 GC1416  VERT ORDER  -  FIRST     CLASS II
 GC1416
 GC1416.The horizontal coordinates were scaled from a topographic map and have
 GC1416.an estimated accuracy of +/- 6 seconds.
 GC1416
 GC1416.The orthometric height was determined by differential leveling
 GC1416.and adjusted by the National Geodetic Survey in June 1991..
 GC1416
 GC1416.The geoid height was determined by GEOID03.
 GC1416
 GC1416.The dynamic height is computed by dividing the NAVD 88
 GC1416.geopotential number by the normal gravity value computed on the
 GC1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1416.degrees latitude (g = 980.6199 gals.).
 GC1416
 GC1416.The modeled gravity was interpolated from observed gravity values.
 GC1416
 GC1416;                    North         East    Units  Estimated Accuracy
 GC1416;SPC TN       -   214,340.      504,620.      MT  (+/- 180 meters Scaled)
 GC1416
 GC1416                          SUPERSEDED SURVEY CONTROL
 GC1416
 GC1416  NGVD 29 (??/??/92)  124.597  (m)          408.78   (f) ADJ UNCH    1 2
 GC1416
 GC1416.Superseded values are not recommended for survey control.
 GC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1416.See file dsdata.txt to determine how the superseded data were derived.
 GC1416
 GC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF944128(NAD 83)
 GC1416_MARKER: DB = BENCH MARK DISK
 GC1416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1416_STAMPING: V 188 1949
 GC1416_MARK LOGO: CGS   
 GC1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1416
 GC1416  HISTORY     - Date     Condition        Report By
 GC1416  HISTORY     - 1949     MONUMENTED       CGS
 GC1416  HISTORY     - 1984     GOOD             NGS
 GC1416
 GC1416                          STATION DESCRIPTION
 GC1416
 GC1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1416'1.3 MI SE FROM ASHLAND CITY.
 GC1416'1.3 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1416'THE STATION AT ASHLAND CITY, ABOUT 0.9 MILE NORTHWEST OF SULPHUR
 GC1416'SPRINGS, ABOUT 0.35 MILE SOUTHEAST OF THE CITY LIMITS OF ASHLAND
 GC1416'CITY, SET IN THE TOP OF THE EAST END OF THE NORTHEAST END OF THE
 GC1416'NORTHWEST STONE PIER OF BRIDGE NO. H 27-89 OVER CUMBERLAND RIVER,
 GC1416'6 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 6 FEET BELOW
 GC1416'THE TRACK.
 GC1416
 GC1416                          STATION RECOVERY (1984)
 GC1416
 GC1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1416'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0475 ***********************************************************************
 GB0475  DESIGNATION -  V 189
 GB0475  PID         -  GB0475
 GB0475  STATE/COUNTY-  TN/KNOX
 GB0475  USGS QUAD   -  POWELL (1976)
 GB0475
 GB0475                         *CURRENT SURVEY CONTROL
 GB0475  ___________________________________________________________________
 GB0475* NAD 83(1986)-  36 04 24.     (N)    084 04 26.     (W)     SCALED    
 GB0475* NAVD 88     -       296.172  (meters)     971.69   (feet)  ADJUSTED  
 GB0475  ___________________________________________________________________
 GB0475  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0475  DYNAMIC HT  -         295.899 (meters)     970.80  (feet)  COMP
 GB0475  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GB0475
 GB0475  VERT ORDER  -  FIRST     CLASS I
 GB0475
 GB0475.The horizontal coordinates were scaled from a topographic map and have
 GB0475.an estimated accuracy of +/- 6 seconds.
 GB0475
 GB0475.The orthometric height was determined by differential leveling
 GB0475.and adjusted by the National Geodetic Survey in June 1991..
 GB0475.WARNING-Repeat measurements at this control monument indicate possible
 GB0475.vertical movement.
 GB0475
 GB0475.The geoid height was determined by GEOID03.
 GB0475
 GB0475.The dynamic height is computed by dividing the NAVD 88
 GB0475.geopotential number by the normal gravity value computed on the
 GB0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0475.degrees latitude (g = 980.6199 gals.).
 GB0475
 GB0475.The modeled gravity was interpolated from observed gravity values.
 GB0475
 GB0475;                    North         East    Units  Estimated Accuracy
 GB0475;SPC TN       -   194,760.      773,490.      MT  (+/- 180 meters Scaled)
 GB0475
 GB0475                          SUPERSEDED SURVEY CONTROL
 GB0475
 GB0475  NGVD 29 (??/??/92)  296.296  (m)          972.10   (f) ADJ UNCH    1 1
 GB0475
 GB0475.Superseded values are not recommended for survey control.
 GB0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0475.See file dsdata.txt to determine how the superseded data were derived.
 GB0475
 GB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE635960(NAD 83)
 GB0475_MARKER: DB = BENCH MARK DISK
 GB0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0475_STAMPING: V 189 1950
 GB0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0475+STABILITY: SURFACE MOTION
 GB0475
 GB0475  HISTORY     - Date     Condition        Report By
 GB0475  HISTORY     - 1950     MONUMENTED       CGS
 GB0475  HISTORY     - 1967     GOOD             NGS
 GB0475  HISTORY     - 1973     GOOD             TVA
 GB0475
 GB0475                          STATION DESCRIPTION
 GB0475
 GB0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0475'6.2 MI NW FROM POWELL.
 GB0475'ABOUT 6.2 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0475'STATION AT POWELL, ABOUT 0.8 MILE WEST OF THE RACOON VALLEY ROAD
 GB0475'UNDERPASS, ABOUT 0.4 MILE WEST OF MILEPOST 14, 39 1/2 FEET SOUTH
 GB0475'OF THE CROSSING OF CRISMAN ROAD, 38 FEET SOUTHWEST OF THE CENTER
 GB0475'LINE OF THE ROAD, 22 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET
 GB0475'NORTHEAST OF AN OLD FENCE POST, 1.3 FEET SOUTHEAST OF A METAL
 GB0475'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET
 GB0475'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 GB0475'OF THE GROUND.
 GB0475
 GB0475                          STATION RECOVERY (1973)
 GB0475
 GB0475'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0741 ***********************************************************************
 FE0741  DESIGNATION -  V 19
 FE0741  PID         -  FE0741
 FE0741  STATE/COUNTY-  TN/MADISON
 FE0741  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0741
 FE0741                         *CURRENT SURVEY CONTROL
 FE0741  ___________________________________________________________________
 FE0741* NAD 83(1986)-  35 36 45.     (N)    088 48 50.     (W)     SCALED    
 FE0741* NAVD 88     -       122.162  (meters)     400.79   (feet)  ADJUSTED  
 FE0741  ___________________________________________________________________
 FE0741  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0741  DYNAMIC HT  -         122.053 (meters)     400.44  (feet)  COMP
 FE0741  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FE0741
 FE0741  VERT ORDER  -  FIRST     CLASS II
 FE0741
 FE0741.The horizontal coordinates were scaled from a topographic map and have
 FE0741.an estimated accuracy of +/- 6 seconds.
 FE0741
 FE0741.The orthometric height was determined by differential leveling
 FE0741.and adjusted by the National Geodetic Survey in June 1991..
 FE0741
 FE0741.The geoid height was determined by GEOID03.
 FE0741
 FE0741.The dynamic height is computed by dividing the NAVD 88
 FE0741.geopotential number by the normal gravity value computed on the
 FE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0741.degrees latitude (g = 980.6199 gals.).
 FE0741
 FE0741.The modeled gravity was interpolated from observed gravity values.
 FE0741
 FE0741;                    North         East    Units  Estimated Accuracy
 FE0741;SPC TN       -   145,590.      345,100.      MT  (+/- 180 meters Scaled)
 FE0741
 FE0741                          SUPERSEDED SURVEY CONTROL
 FE0741
 FE0741  NGVD 29 (??/??/??)  122.196  (m)          400.90   (f) ADJUSTED    1 2
 FE0741
 FE0741.Superseded values are not recommended for survey control.
 FE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0741.See file dsdata.txt to determine how the superseded data were derived.
 FE0741
 FE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE357424(NAD 83)
 FE0741_MARKER: DB = BENCH MARK DISK
 FE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0741_STAMPING: V 19 1934 400.967
 FE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0741+STABILITY: SURFACE MOTION
 FE0741
 FE0741  HISTORY     - Date     Condition        Report By
 FE0741  HISTORY     - 1934     MONUMENTED       CGS
 FE0741  HISTORY     - 1948     GOOD             CGS
 FE0741  HISTORY     - 20020909 POOR             USACE
 FE0741
 FE0741                          STATION DESCRIPTION
 FE0741
 FE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0741'AT JACKSON.
 FE0741'AT JACKSON, AT THE INTERSECTION OF SOUTH ROYAL AND EAST CHESTER
 FE0741'STREETS 127.5 FEET WEST OF THE CENTER LINE OF SOUTH ROYAL STREET
 FE0741'(U.S. HIGHWAY 45), 36.5 FEET SOUTH OF THE CENTER LINE OF EAST
 FE0741'CHESTER STREET, 38.5 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH
 FE0741'CONCRETE WALK LEADING TO A SIDE ENTRANCE OF THE JACKSON ARMORY
 FE0741'BUILDING, 3.8 FEET SOUTH OF THE SOUTH EDGE OF THE SIDE WALK
 FE0741'ALONG EAST CHESTER STREET, 2 FEET WEST OF A HEDGE ROW ALONG WEST
 FE0741'SIDE OF A SERVICE STATION, 2 FEET SOUTHEAST OF A WHITE WOODEN
 FE0741'WITNESS POST, ABOUT LEVEL WITH THE SIDE WALK AND SET IN THE TOP
 FE0741'OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0741
 FE0741                          STATION RECOVERY (2002)
 FE0741
 FE0741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0741'MARK DESTROYED. CHESTER ST. HAS BEEN RECONFIGURED WITH AN OVERPASS.
 FE0741'ARMORY BUILDING HAS BEEN TORN DOWN WITH NO TRACES OF REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0508 ***********************************************************************
 GB0508  DESIGNATION -  V 190
 GB0508  PID         -  GB0508
 GB0508  STATE/COUNTY-  TN/ANDERSON
 GB0508  USGS QUAD   -  WINDROCK (1975)
 GB0508
 GB0508                         *CURRENT SURVEY CONTROL
 GB0508  ___________________________________________________________________
 GB0508* NAD 83(1986)-  36 03 35.     (N)    084 17 10.     (W)     SCALED    
 GB0508* NAVD 88     -       256.498  (meters)     841.53   (feet)  ADJUSTED  
 GB0508  ___________________________________________________________________
 GB0508  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB0508  DYNAMIC HT  -         256.265 (meters)     840.76  (feet)  COMP
 GB0508  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 GB0508
 GB0508  VERT ORDER  -  FIRST     CLASS I
 GB0508
 GB0508.The horizontal coordinates were scaled from a topographic map and have
 GB0508.an estimated accuracy of +/- 6 seconds.
 GB0508
 GB0508.The orthometric height was determined by differential leveling
 GB0508.and adjusted by the National Geodetic Survey in June 1991..
 GB0508
 GB0508.The geoid height was determined by GEOID03.
 GB0508
 GB0508.The dynamic height is computed by dividing the NAVD 88
 GB0508.geopotential number by the normal gravity value computed on the
 GB0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0508.degrees latitude (g = 980.6199 gals.).
 GB0508
 GB0508.The modeled gravity was interpolated from observed gravity values.
 GB0508
 GB0508;                    North         East    Units  Estimated Accuracy
 GB0508;SPC TN       -   192,890.      754,400.      MT  (+/- 180 meters Scaled)
 GB0508
 GB0508                          SUPERSEDED SURVEY CONTROL
 GB0508
 GB0508  NGVD 29 (??/??/92)  256.631  (m)          841.96   (f) ADJ UNCH    1 1
 GB0508
 GB0508.Superseded values are not recommended for survey control.
 GB0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0508.See file dsdata.txt to determine how the superseded data were derived.
 GB0508
 GB0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE444939(NAD 83)
 GB0508_MARKER: DB = BENCH MARK DISK
 GB0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0508_STAMPING: V 190 1950
 GB0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0508+STABILITY: SURFACE MOTION
 GB0508
 GB0508  HISTORY     - Date     Condition        Report By
 GB0508  HISTORY     - 1950     MONUMENTED       CGS
 GB0508  HISTORY     - 1967     GOOD             NGS
 GB0508
 GB0508                          STATION DESCRIPTION
 GB0508
 GB0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0508'3.7 MI E FROM OLIVER SPRINGS.
 GB0508'ABOUT 3.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0508'STATION AT OLIVER SPRINGS, ABOUT 415 FEET NORTHEAST OF
 GB0508'MILEPOST 32, 79 1/2 FEET SOUTHEAST OF THE EAST CORNER OF THE PORCH
 GB0508'OF A LARGE TWO STORY FRAME HOUSE, 15.3 FEET NORTHWEST OF THE
 GB0508'NORTHWEST RAIL, 9 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 GB0508'DIRT ROAD, 7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 5-FOOT
 GB0508'SQUARE 2-FOOT HIGH CONCRETE BLOCK WALL AROUND A WELL, 2.4
 GB0508'FEET NORTHWEST OF A METAL WITNESS POST, 2 1/2 FEET NORTHWEST OF A
 GB0508'FENCE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 GB0508'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0877 ***********************************************************************
 GB0877  DESIGNATION -  V 191
 GB0877  PID         -  GB0877
 GB0877  STATE/COUNTY-  TN/MORGAN
 GB0877  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0877
 GB0877                         *CURRENT SURVEY CONTROL
 GB0877  ___________________________________________________________________
 GB0877* NAD 83(1986)-  36 10 11.     (N)    084 39 43.     (W)     SCALED    
 GB0877* NAVD 88     -       382.600  (meters)    1255.25   (feet)  ADJUSTED  
 GB0877  ___________________________________________________________________
 GB0877  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0877  DYNAMIC HT  -         382.260 (meters)    1254.13  (feet)  COMP
 GB0877  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GB0877
 GB0877  VERT ORDER  -  FIRST     CLASS I
 GB0877
 GB0877.The horizontal coordinates were scaled from a topographic map and have
 GB0877.an estimated accuracy of +/- 6 seconds.
 GB0877
 GB0877.The orthometric height was determined by differential leveling
 GB0877.and adjusted by the National Geodetic Survey in June 1991..
 GB0877
 GB0877.The geoid height was determined by GEOID03.
 GB0877
 GB0877.The dynamic height is computed by dividing the NAVD 88
 GB0877.geopotential number by the normal gravity value computed on the
 GB0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0877.degrees latitude (g = 980.6199 gals.).
 GB0877
 GB0877.The modeled gravity was interpolated from observed gravity values.
 GB0877
 GB0877;                    North         East    Units  Estimated Accuracy
 GB0877;SPC TN       -   204,570.      720,380.      MT  (+/- 180 meters Scaled)
 GB0877
 GB0877                          SUPERSEDED SURVEY CONTROL
 GB0877
 GB0877  NGVD 29 (??/??/92)  382.709  (m)         1255.60   (f) ADJ UNCH    1 1
 GB0877
 GB0877.Superseded values are not recommended for survey control.
 GB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0877.See file dsdata.txt to determine how the superseded data were derived.
 GB0877
 GB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF102053(NAD 83)
 GB0877_MARKER: DB = BENCH MARK DISK
 GB0877_SETTING: 66 = SET IN ROCK OUTCROP
 GB0877_SP_SET: ROCK OUTCROP
 GB0877_STAMPING: V 191 1950
 GB0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0877+STABILITY: POSITION/ELEVATION WELL
 GB0877
 GB0877  HISTORY     - Date     Condition        Report By
 GB0877  HISTORY     - 1950     MONUMENTED       CGS
 GB0877  HISTORY     - 1968     GOOD             NGS
 GB0877
 GB0877                          STATION DESCRIPTION
 GB0877
 GB0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0877'4 MI N FROM LANCING.
 GB0877'ABOUT 4.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0877'AT LANCING, 0.15 MILE SOUTH OF MILEPOST 237, AT THE SOUTHEAST END
 GB0877'OF A ROCK CUT FOR THE RAILROAD, 11 1/2 FEET NORTHEAST OF THE NORTHEAST
 GB0877'RAIL OF THE NORTHEAST TRACK, SET IN THE TOP OF THE SOUTH CORNER
 GB0877'OF A RECTANGULAR SHAPED ROCK OUTCROP, 147 YARDS SOUTHEAST OF A
 GB0877'SEMAPHORE, 110 YARDS SOUTHEAST AND ACROSS THE TRACKS FROM MARKER
 GB0877'POST NUMBER 237.1 FOR AN UNDERGROUND TELEPHONE CABLE, 78 FEET WEST
 GB0877'OF TELEPHONE POLE NUMBR G 25, AND ABOUT 2 FEET BELOW THE LEVEL
 GB0877'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0691 ***********************************************************************
 FC0691  DESIGNATION -  V 192
 FC0691  PID         -  FC0691
 FC0691  STATE/COUNTY-  TN/RHEA
 FC0691  USGS QUAD   -  EVENSVILLE (1990)
 FC0691
 FC0691                         *CURRENT SURVEY CONTROL
 FC0691  ___________________________________________________________________
 FC0691* NAD 83(1986)-  35 35 18.     (N)    084 56 12.     (W)     SCALED    
 FC0691* NAVD 88     -       240.790  (meters)     789.99   (feet)  ADJUSTED  
 FC0691  ___________________________________________________________________
 FC0691  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0691  DYNAMIC HT  -         240.558 (meters)     789.23  (feet)  COMP
 FC0691  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 FC0691
 FC0691  VERT ORDER  -  FIRST     CLASS II
 FC0691
 FC0691.The horizontal coordinates were scaled from a topographic map and have
 FC0691.an estimated accuracy of +/- 6 seconds.
 FC0691
 FC0691.The orthometric height was determined by differential leveling
 FC0691.and adjusted by the National Geodetic Survey in June 1991..
 FC0691
 FC0691.The geoid height was determined by GEOID03.
 FC0691
 FC0691.The dynamic height is computed by dividing the NAVD 88
 FC0691.geopotential number by the normal gravity value computed on the
 FC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0691.degrees latitude (g = 980.6199 gals.).
 FC0691
 FC0691.The modeled gravity was interpolated from observed gravity values.
 FC0691
 FC0691;                    North         East    Units  Estimated Accuracy
 FC0691;SPC TN       -   139,770.      696,360.      MT  (+/- 180 meters Scaled)
 FC0691
 FC0691                          SUPERSEDED SURVEY CONTROL
 FC0691
 FC0691  NGVD 29 (??/??/92)  240.862  (m)          790.23   (f) ADJ UNCH    1 2
 FC0691
 FC0691.Superseded values are not recommended for survey control.
 FC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0691.See file dsdata.txt to determine how the superseded data were derived.
 FC0691
 FC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE869402(NAD 83)
 FC0691_MARKER: DB = BENCH MARK DISK
 FC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0691_STAMPING: V 192 1950
 FC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0691+STABILITY: SURFACE MOTION
 FC0691
 FC0691  HISTORY     - Date     Condition        Report By
 FC0691  HISTORY     - 1950     MONUMENTED       CGS
 FC0691
 FC0691                          STATION DESCRIPTION
 FC0691
 FC0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0691'1.8 MI NE FROM EVENSVILLE.
 FC0691'1.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0691'AT EVENSVILLE, 353 YARDS NORTH OF MILE POST 292, 292 YARDS NORTH
 FC0691'OF THE CROSSING OF A POWER TRANSMISSION LINE, AT A GRAVEL ROAD
 FC0691'CROSSING, 47 FEET WEST OF THE WEST RAIL, 94 FEET SOUTHWEST OF THE
 FC0691'CENTER OF THE CROSSING, 78 FEET SOUTHWEST OF THE CROSSING WARNING
 FC0691'SIGN, 76 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 FC0691'LINE, 2 FEET NORTH OF A T.V.A. STEEL WITNESS POST, 3 FEET BELOW
 FC0691'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0674 ***********************************************************************
 FC0674  DESIGNATION -  V 193
 FC0674  PID         -  FC0674
 FC0674  STATE/COUNTY-  TN/RHEA
 FC0674  USGS QUAD   -  SPRING CITY (1990)
 FC0674
 FC0674                         *CURRENT SURVEY CONTROL
 FC0674  ___________________________________________________________________
 FC0674* NAD 83(1986)-  35 42 37.     (N)    084 50 41.     (W)     SCALED    
 FC0674* NAVD 88     -       237.291  (meters)     778.51   (feet)  ADJUSTED  
 FC0674  ___________________________________________________________________
 FC0674  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0674  DYNAMIC HT  -         237.068 (meters)     777.78  (feet)  COMP
 FC0674  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FC0674
 FC0674  VERT ORDER  -  FIRST     CLASS II
 FC0674
 FC0674.The horizontal coordinates were scaled from a topographic map and have
 FC0674.an estimated accuracy of +/- 6 seconds.
 FC0674
 FC0674.The orthometric height was determined by differential leveling
 FC0674.and adjusted by the National Geodetic Survey in June 1991..
 FC0674
 FC0674.The geoid height was determined by GEOID03.
 FC0674
 FC0674.The dynamic height is computed by dividing the NAVD 88
 FC0674.geopotential number by the normal gravity value computed on the
 FC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0674.degrees latitude (g = 980.6199 gals.).
 FC0674
 FC0674.The modeled gravity was interpolated from observed gravity values.
 FC0674
 FC0674;                    North         East    Units  Estimated Accuracy
 FC0674;SPC TN       -   153,390.      704,540.      MT  (+/- 180 meters Scaled)
 FC0674
 FC0674                          SUPERSEDED SURVEY CONTROL
 FC0674
 FC0674  NGVD 29 (??/??/92)  237.378  (m)          778.80   (f) ADJ UNCH    1 2
 FC0674
 FC0674.Superseded values are not recommended for survey control.
 FC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0674.See file dsdata.txt to determine how the superseded data were derived.
 FC0674
 FC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE949539(NAD 83)
 FC0674_MARKER: DB = BENCH MARK DISK
 FC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0674_STAMPING: V 193 1950
 FC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0674+STABILITY: SURFACE MOTION
 FC0674
 FC0674  HISTORY     - Date     Condition        Report By
 FC0674  HISTORY     - 1950     MONUMENTED       CGS
 FC0674
 FC0674                          STATION DESCRIPTION
 FC0674
 FC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0674'1.6 MI NE FROM SPRING CITY.
 FC0674'1.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0674'AT SPRING CITY, ABOUT 0.2 MILE SOUTHWEST OF A BRIDGE OVER VANS
 FC0674'CREEK, 140 YARDS NORTHEAST OF SEMAPHORE SIGNAL NO. 281.9, 86
 FC0674'YARDS SOUTHWEST OF A PRIVATE FIELD ROAD CROSSING, 156 FEET NORTHEAST
 FC0674'OF A PRIVATE ROAD CROSSING, 45.5 FEET NORTHWEST OF THE NORTHWEST
 FC0674'RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A
 FC0674'T.V.A. STEEL WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE
 FC0674'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0633 ***********************************************************************
 FC0633  DESIGNATION -  V 194
 FC0633  PID         -  FC0633
 FC0633  STATE/COUNTY-  TN/ROANE
 FC0633  USGS QUAD   -  HARRIMAN (1980)
 FC0633
 FC0633                         *CURRENT SURVEY CONTROL
 FC0633  ___________________________________________________________________
 FC0633* NAD 83(1986)-  35 55 09.     (N)    084 34 04.     (W)     SCALED    
 FC0633* NAVD 88     -       258.836  (meters)     849.20   (feet)  ADJUSTED  
 FC0633  ___________________________________________________________________
 FC0633  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0633  DYNAMIC HT  -         258.598 (meters)     848.42  (feet)  COMP
 FC0633  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0633
 FC0633  VERT ORDER  -  FIRST     CLASS II
 FC0633
 FC0633.The horizontal coordinates were scaled from a topographic map and have
 FC0633.an estimated accuracy of +/- 6 seconds.
 FC0633
 FC0633.The orthometric height was determined by differential leveling
 FC0633.and adjusted by the National Geodetic Survey in June 1991..
 FC0633
 FC0633.The geoid height was determined by GEOID03.
 FC0633
 FC0633.The dynamic height is computed by dividing the NAVD 88
 FC0633.geopotential number by the normal gravity value computed on the
 FC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0633.degrees latitude (g = 980.6199 gals.).
 FC0633
 FC0633.The modeled gravity was interpolated from observed gravity values.
 FC0633
 FC0633;                    North         East    Units  Estimated Accuracy
 FC0633;SPC TN       -   176,890.      729,260.      MT  (+/- 180 meters Scaled)
 FC0633
 FC0633                          SUPERSEDED SURVEY CONTROL
 FC0633
 FC0633  NGVD 29 (??/??/92)  258.947  (m)          849.56   (f) ADJ UNCH    1 2
 FC0633
 FC0633.Superseded values are not recommended for survey control.
 FC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0633.See file dsdata.txt to determine how the superseded data were derived.
 FC0633
 FC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE194777(NAD 83)
 FC0633_MARKER: DB = BENCH MARK DISK
 FC0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0633_SP_SET: PIER BRIDGE
 FC0633_STAMPING: V 194 1950
 FC0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0633
 FC0633  HISTORY     - Date     Condition        Report By
 FC0633  HISTORY     - 1950     MONUMENTED       CGS
 FC0633  HISTORY     - 1972     GOOD             TVA
 FC0633
 FC0633                          STATION DESCRIPTION
 FC0633
 FC0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0633'0.7 MI NE FROM EMORY GAP.
 FC0633'0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0633'AT EMORY GAP, ABOUT 0.15 MILE NORTHEAST OF MILE POST 260, SET
 FC0633'VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST LEG OF THE
 FC0633'ARCHED PIER OF THE OVERPASS OF THE TENNESSEE CENTRAL RAILROAD OVER
 FC0633'THE SOUTHERN RAILWAY, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0633'1 FOOT NORTHEAST OF THE WEST CORNER OF THE NORTHEAST LEG OF
 FC0633'PIER AND ABOUT 2 FEET ABOVE THE GROUND.
 FC0633
 FC0633                          STATION RECOVERY (1972)
 FC0633
 FC0633'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0513 ***********************************************************************
 GB0513  DESIGNATION -  V 195
 GB0513  PID         -  GB0513
 GB0513  STATE/COUNTY-  TN/ANDERSON
 GB0513  USGS QUAD   -  WINDROCK (1975)
 GB0513
 GB0513                         *CURRENT SURVEY CONTROL
 GB0513  ___________________________________________________________________
 GB0513* NAD 83(1986)-  36 02 13.     (N)    084 18 28.     (W)     SCALED    
 GB0513* NAVD 88     -       238.354  (meters)     782.00   (feet)  ADJUSTED  
 GB0513  ___________________________________________________________________
 GB0513  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB0513  DYNAMIC HT  -         238.137 (meters)     781.29  (feet)  COMP
 GB0513  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GB0513
 GB0513  VERT ORDER  -  FIRST     CLASS II
 GB0513
 GB0513.The horizontal coordinates were scaled from a topographic map and have
 GB0513.an estimated accuracy of +/- 6 seconds.
 GB0513
 GB0513.The orthometric height was determined by differential leveling
 GB0513.and adjusted by the National Geodetic Survey in June 1991..
 GB0513
 GB0513.The geoid height was determined by GEOID03.
 GB0513
 GB0513.The dynamic height is computed by dividing the NAVD 88
 GB0513.geopotential number by the normal gravity value computed on the
 GB0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0513.degrees latitude (g = 980.6199 gals.).
 GB0513
 GB0513.The modeled gravity was interpolated from observed gravity values.
 GB0513
 GB0513;                    North         East    Units  Estimated Accuracy
 GB0513;SPC TN       -   190,330.      752,490.      MT  (+/- 180 meters Scaled)
 GB0513
 GB0513                          SUPERSEDED SURVEY CONTROL
 GB0513
 GB0513  NGVD 29 (??/??/92)  238.486  (m)          782.43   (f) ADJ UNCH    1 2
 GB0513
 GB0513.Superseded values are not recommended for survey control.
 GB0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0513.See file dsdata.txt to determine how the superseded data were derived.
 GB0513
 GB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE425914(NAD 83)
 GB0513_MARKER: DB = BENCH MARK DISK
 GB0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0513_STAMPING: V 195 1950
 GB0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0513+STABILITY: SURFACE MOTION
 GB0513
 GB0513  HISTORY     - Date     Condition        Report By
 GB0513  HISTORY     - 1950     MONUMENTED       CGS
 GB0513
 GB0513                          STATION DESCRIPTION
 GB0513
 GB0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0513'2 MI ESE FROM OLIVER SPRINGS.
 GB0513'ABOUT 2 MILES EAST-SOUTHEAST OF OLIVER SPRINGS, AT OAK RIDGE
 GB0513'AIRPORT, 42 FEET NORTHEAST OF THE CENTER LINE OF THE AIRPORT
 GB0513'ROAD, 13 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN OFFICE
 GB0513'BUILDING, 2 1/2 FEET NORTHEAST OF WIND SOCK POLE, 20 FEET
 GB0513'SOUTHEAST OF THE SOUTHEAST EDGE OF CONCRETE BASE OF A GASOLINE
 GB0513'PUMP, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0907 ***********************************************************************
 GB0907  DESIGNATION -  V 196
 GB0907  PID         -  GB0907
 GB0907  STATE/COUNTY-  TN/SCOTT
 GB0907  USGS QUAD   -  ROBBINS (1980)
 GB0907
 GB0907                         *CURRENT SURVEY CONTROL
 GB0907  ___________________________________________________________________
 GB0907* NAD 83(1986)-  36 19 15.     (N)    084 37 00.     (W)     SCALED    
 GB0907* NAVD 88     -       405.985  (meters)    1331.97   (feet)  ADJUSTED  
 GB0907  ___________________________________________________________________
 GB0907  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0907  DYNAMIC HT  -         405.636 (meters)    1330.82  (feet)  COMP
 GB0907  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GB0907
 GB0907  VERT ORDER  -  FIRST     CLASS I
 GB0907
 GB0907.The horizontal coordinates were scaled from a topographic map and have
 GB0907.an estimated accuracy of +/- 6 seconds.
 GB0907
 GB0907.The orthometric height was determined by differential leveling
 GB0907.and adjusted by the National Geodetic Survey in June 1991..
 GB0907
 GB0907.The geoid height was determined by GEOID03.
 GB0907
 GB0907.The dynamic height is computed by dividing the NAVD 88
 GB0907.geopotential number by the normal gravity value computed on the
 GB0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0907.degrees latitude (g = 980.6199 gals.).
 GB0907
 GB0907.The modeled gravity was interpolated from observed gravity values.
 GB0907
 GB0907;                    North         East    Units  Estimated Accuracy
 GB0907;SPC TN       -   221,390.      724,210.      MT  (+/- 180 meters Scaled)
 GB0907
 GB0907                          SUPERSEDED SURVEY CONTROL
 GB0907
 GB0907  NGVD 29 (??/??/92)  406.110  (m)         1332.38   (f) ADJ UNCH    1 1
 GB0907
 GB0907.Superseded values are not recommended for survey control.
 GB0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0907.See file dsdata.txt to determine how the superseded data were derived.
 GB0907
 GB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF139221(NAD 83)
 GB0907_MARKER: DB = BENCH MARK DISK
 GB0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0907_STAMPING: V 196 1950
 GB0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0907+STABILITY: SURFACE MOTION
 GB0907
 GB0907  HISTORY     - Date     Condition        Report By
 GB0907  HISTORY     - 1950     MONUMENTED       CGS
 GB0907  HISTORY     - 1968     GOOD             NGS
 GB0907
 GB0907                          STATION DESCRIPTION
 GB0907
 GB0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0907'2.8 MI S FROM ROBBINS.
 GB0907'ABOUT 2.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0907'STATION AT ROBBINS, 0.2 MILE NORTHEAST OF MILEPOST 225, 0.1 MILE
 GB0907'SOUTH AND ACROSS THE TRACK FROM A FRAME HOUSE, 47 FEET SOUTHEAST
 GB0907'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 26 FEET NORTHEAST
 GB0907'OF THE CENTERLINE OF A TRAIL ROAD, 44 FEET SOUTHWEST OF A
 GB0907'TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 2 FEET NORTHEAST
 GB0907'OF A METAL CORNER FENCE POST, 1 1/2 FEET NORTHWEST OF A FENCE,
 GB0907'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GB0907'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1197 ***********************************************************************
 GB1197  DESIGNATION -  V 197
 GB1197  PID         -  GB1197
 GB1197  STATE/COUNTY-  TN/SCOTT
 GB1197  USGS QUAD   -  ONEIDA NORTH (1979)
 GB1197
 GB1197                         *CURRENT SURVEY CONTROL
 GB1197  ___________________________________________________________________
 GB1197* NAD 83(1986)-  36 30 07.     (N)    084 30 12.     (W)     SCALED    
 GB1197* NAVD 88     -       443.725  (meters)    1455.79   (feet)  ADJUSTED  
 GB1197  ___________________________________________________________________
 GB1197  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB1197  DYNAMIC HT  -         443.348 (meters)    1454.55  (feet)  COMP
 GB1197  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 GB1197
 GB1197  VERT ORDER  -  FIRST     CLASS I
 GB1197
 GB1197.The horizontal coordinates were scaled from a topographic map and have
 GB1197.an estimated accuracy of +/- 6 seconds.
 GB1197
 GB1197.The orthometric height was determined by differential leveling
 GB1197.and adjusted by the National Geodetic Survey in June 1991..
 GB1197
 GB1197.The geoid height was determined by GEOID03.
 GB1197
 GB1197.The dynamic height is computed by dividing the NAVD 88
 GB1197.geopotential number by the normal gravity value computed on the
 GB1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1197.degrees latitude (g = 980.6199 gals.).
 GB1197
 GB1197.The modeled gravity was interpolated from observed gravity values.
 GB1197
 GB1197;                    North         East    Units  Estimated Accuracy
 GB1197;SPC TN       -   241,640.      734,080.      MT  (+/- 180 meters Scaled)
 GB1197
 GB1197                          SUPERSEDED SURVEY CONTROL
 GB1197
 GB1197  NGVD 29 (??/??/92)  443.848  (m)         1456.19   (f) ADJ UNCH    1 1
 GB1197
 GB1197.Superseded values are not recommended for survey control.
 GB1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1197.See file dsdata.txt to determine how the superseded data were derived.
 GB1197
 GB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF236425(NAD 83)
 GB1197_MARKER: DB = BENCH MARK DISK
 GB1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1197_SP_SET: CULVERT
 GB1197_STAMPING: V 197 1950
 GB1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1197
 GB1197  HISTORY     - Date     Condition        Report By
 GB1197  HISTORY     - 1950     MONUMENTED       CGS
 GB1197  HISTORY     - 1968     GOOD             NGS
 GB1197
 GB1197                          STATION DESCRIPTION
 GB1197
 GB1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB1197'0.6 MI NE FROM ONEIDA.
 GB1197'ABOUT 0.65 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB1197'STATION AT ONEIDA, 240 YARDS NORTHEAST OF MILEPOST 209, SET IN
 GB1197'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 GB1197'OF A 6-FOOT CULVERT UNDER THE TRACK, 16 FEET NORTHWEST OF THE
 GB1197'NORTHWEST RAIL OF THE NORTHWEST TRACK, 30 FEET SOUTHEAST OF THE
 GB1197'CENTER LINE OF A PAVED ROAD WHICH PARALLELS THE TRACK, ABOUT 1
 GB1197'FOOT ABOVE THE LEVEL OF THE ROAD, AND ABOUT 3 FEET BELOW THE
 GB1197'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0133 ***********************************************************************
 FE0133  DESIGNATION -  V 20
 FE0133  PID         -  FE0133
 FE0133  STATE/COUNTY-  TN/DECATUR
 FE0133  USGS QUAD   -  PARSONS (1986)
 FE0133
 FE0133                         *CURRENT SURVEY CONTROL
 FE0133  ___________________________________________________________________
 FE0133* NAD 83(1986)-  35 38 58.     (N)    088 07 34.     (W)     SCALED    
 FE0133* NAVD 88     -       151.384  (meters)     496.67   (feet)  ADJUSTED  
 FE0133  ___________________________________________________________________
 FE0133  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0133  DYNAMIC HT  -         151.251 (meters)     496.23  (feet)  COMP
 FE0133  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 FE0133
 FE0133  VERT ORDER  -  FIRST     CLASS II
 FE0133
 FE0133.The horizontal coordinates were scaled from a topographic map and have
 FE0133.an estimated accuracy of +/- 6 seconds.
 FE0133
 FE0133.The orthometric height was determined by differential leveling
 FE0133.and adjusted by the National Geodetic Survey in June 1991..
 FE0133
 FE0133.The geoid height was determined by GEOID03.
 FE0133
 FE0133.The dynamic height is computed by dividing the NAVD 88
 FE0133.geopotential number by the normal gravity value computed on the
 FE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0133.degrees latitude (g = 980.6199 gals.).
 FE0133
 FE0133.The modeled gravity was interpolated from observed gravity values.
 FE0133
 FE0133;                    North         East    Units  Estimated Accuracy
 FE0133;SPC TN       -   148,110.      407,480.      MT  (+/- 180 meters Scaled)
 FE0133
 FE0133                          SUPERSEDED SURVEY CONTROL
 FE0133
 FE0133  NGVD 29 (??/??/??)  151.399  (m)          496.71   (f) ADJUSTED    1 2
 FE0133
 FE0133.Superseded values are not recommended for survey control.
 FE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0133.See file dsdata.txt to determine how the superseded data were derived.
 FE0133
 FE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE980456(NAD 83)
 FE0133_MARKER: DB = BENCH MARK DISK
 FE0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0133_STAMPING: 496.767 V 20 1934
 FE0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0133+STABILITY: SURFACE MOTION
 FE0133
 FE0133  HISTORY     - Date     Condition        Report By
 FE0133  HISTORY     - 1934     MONUMENTED       CGS
 FE0133  HISTORY     - 1947     GOOD             CGS
 FE0133  HISTORY     - 1971     GOOD             TVA
 FE0133
 FE0133                          STATION DESCRIPTION
 FE0133
 FE0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0133'AT PARSONS.
 FE0133'AT PARSONS, DECATUR COUNTY, AT THE INTERSECTION OF MAIN STREET
 FE0133'(STATE HIGHWAY 20 AND 100) AND TENNESSEE AVENUE (STATE HIGHWAY
 FE0133'69 LEADING SOUTH), 57 FEET SOUTH OF THE SOUTH CURB OF MAIN STREET,
 FE0133'8 FEET EAST OF THE EAST CURB OF TENNESSEE AVENUE, AT THE COLWICK
 FE0133'HOTEL, IN THE NORTHWEST CORNER OF THE YARD, 83 FEET NORTH OF THE
 FE0133'NORTHWEST CORNER OF THE HOTEL, 17 FEET SOUTHWEST OF THE SOUTHWEST
 FE0133'CORNER OF A SINCLAIR SERVICE STATION, 10 FEET NORTH OF THE NORTH
 FE0133'SIDE OF A 5-FOOT OAK TREE, 4 FEET SOUTH OF AN EAST-AND-WEST IRON
 FE0133'FENCE, 1.5 FEET EAST OF A NORTH-AND-SOUTH IRON FENCE, AND LEVEL
 FE0133'WITH THE SIDEWALK.  A STANDARD DISK, STAMPED 496.767 V 20 1934 AND
 FE0133'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FE0133'GROUND.
 FE0133
 FE0133                          STATION RECOVERY (1971)
 FE0133
 FE0133'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0660 ***********************************************************************
 GB0660  DESIGNATION -  V 201
 GB0660  PID         -  GB0660
 GB0660  STATE/COUNTY-  TN/CAMPBELL
 GB0660  USGS QUAD   -  IVYDELL (1973)
 GB0660
 GB0660                         *CURRENT SURVEY CONTROL
 GB0660  ___________________________________________________________________
 GB0660* NAD 83(1986)-  36 29 01.     (N)    084 14 45.     (W)     SCALED    
 GB0660* NAVD 88     -       340.380  (meters)    1116.73   (feet)  ADJUSTED  
 GB0660  ___________________________________________________________________
 GB0660  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB0660  DYNAMIC HT  -         340.080 (meters)    1115.75  (feet)  COMP
 GB0660  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 GB0660
 GB0660  VERT ORDER  -  SECOND    CLASS 0
 GB0660
 GB0660.The horizontal coordinates were scaled from a topographic map and have
 GB0660.an estimated accuracy of +/- 6 seconds.
 GB0660
 GB0660.The orthometric height was determined by differential leveling
 GB0660.and adjusted by the National Geodetic Survey in June 1991..
 GB0660
 GB0660.The geoid height was determined by GEOID03.
 GB0660
 GB0660.The dynamic height is computed by dividing the NAVD 88
 GB0660.geopotential number by the normal gravity value computed on the
 GB0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0660.degrees latitude (g = 980.6199 gals.).
 GB0660
 GB0660.The modeled gravity was interpolated from observed gravity values.
 GB0660
 GB0660;                    North         East    Units  Estimated Accuracy
 GB0660;SPC TN       -   239,990.      757,180.      MT  (+/- 180 meters Scaled)
 GB0660
 GB0660                          SUPERSEDED SURVEY CONTROL
 GB0660
 GB0660  NGVD 29 (??/??/92)  340.502  (m)         1117.13   (f) ADJ UNCH    2 0
 GB0660
 GB0660.Superseded values are not recommended for survey control.
 GB0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0660.See file dsdata.txt to determine how the superseded data were derived.
 GB0660
 GB0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF467411(NAD 83)
 GB0660_MARKER: DB = BENCH MARK DISK
 GB0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0660_STAMPING: V 201 1951 1117.130
 GB0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0660+STABILITY: SURFACE MOTION
 GB0660
 GB0660  HISTORY     - Date     Condition        Report By
 GB0660  HISTORY     - 1951     MONUMENTED       CGS
 GB0660  HISTORY     - 1957     GOOD             NGS
 GB0660
 GB0660                          STATION DESCRIPTION
 GB0660
 GB0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0660'AT ELK VALLEY.
 GB0660'AT ELK VALLEY, ALONG THE SOUTHERN RAILWAY, 200 FEET SOUTH-SOUTHWEST
 GB0660'AND ACROSS THE TRACK FROM THE SOUTH CORNER OF THE STATION, 42
 GB0660'FEET SOUTHEAST AND ACROSS A SIDE TRACK FROM THE SOUTHEAST RAIL
 GB0660'OF THE MAIN TRACK, 2 FEET NORTHEAST OF A FENCE CORNER AND IN
 GB0660'LINE WITH FENCE LEADING SOUTHWEST, 2 FEET SOUTHWEST OF A WHITE
 GB0660'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE TRACK AND SET
 GB0660'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GB0660
 GB0660                          STATION RECOVERY (1957)
 GB0660
 GB0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0163 ***********************************************************************
 GB0163  DESIGNATION -  V 202
 GB0163  PID         -  GB0163
 GB0163  STATE/COUNTY-  TN/SCOTT
 GB0163  USGS QUAD   -  KETCHEN (1982)
 GB0163
 GB0163                         *CURRENT SURVEY CONTROL
 GB0163  ___________________________________________________________________
 GB0163* NAD 83(1986)-  36 32 49.     (N)    084 17 20.     (W)     SCALED    
 GB0163* NAVD 88     -       369.361  (meters)    1211.81   (feet)  ADJUSTED  
 GB0163  ___________________________________________________________________
 GB0163  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB0163  DYNAMIC HT  -         369.045 (meters)    1210.78  (feet)  COMP
 GB0163  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GB0163
 GB0163  VERT ORDER  -  SECOND    CLASS 0
 GB0163
 GB0163.The horizontal coordinates were scaled from a topographic map and have
 GB0163.an estimated accuracy of +/- 6 seconds.
 GB0163
 GB0163.The orthometric height was determined by differential leveling
 GB0163.and adjusted by the National Geodetic Survey in June 1991..
 GB0163
 GB0163.The geoid height was determined by GEOID03.
 GB0163
 GB0163.The dynamic height is computed by dividing the NAVD 88
 GB0163.geopotential number by the normal gravity value computed on the
 GB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0163.degrees latitude (g = 980.6199 gals.).
 GB0163
 GB0163.The modeled gravity was interpolated from observed gravity values.
 GB0163
 GB0163;                    North         East    Units  Estimated Accuracy
 GB0163;SPC TN       -   246,950.      753,200.      MT  (+/- 180 meters Scaled)
 GB0163
 GB0163                          SUPERSEDED SURVEY CONTROL
 GB0163
 GB0163  NGVD 29 (??/??/92)  369.495  (m)         1212.25   (f) ADJ UNCH    2 0
 GB0163
 GB0163.Superseded values are not recommended for survey control.
 GB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0163.See file dsdata.txt to determine how the superseded data were derived.
 GB0163
 GB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF426480(NAD 83)
 GB0163_MARKER: DB = BENCH MARK DISK
 GB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0163_STAMPING: V 202 1951 1212.252
 GB0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0163+STABILITY: SURFACE MOTION
 GB0163
 GB0163  HISTORY     - Date     Condition        Report By
 GB0163  HISTORY     - 1951     MONUMENTED       CGS
 GB0163  HISTORY     - 1957     GOOD             NGS
 GB0163  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0163
 GB0163                          STATION DESCRIPTION
 GB0163
 GB0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0163'5.1 MI SE FROM KETCHEN.
 GB0163'ABOUT 5.1 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD FROM THE
 GB0163'CHURCH AND SCHOOL AT KETCHEN, ABOUT 0.7 MILE SOUTHEAST OF A
 GB0163'SIDE ROAD WEST, ABOUT 0.8 MILE SOUTHEAST OF THE LAWSON FAMILY
 GB0163'BURIAL PLOT, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 GB0163'NORTH AND SOUTHWEST, 44 FEET NORTHWEST OF THE CENTER LINE OF THE
 GB0163'ROAD, 22 FEET SOUTHWEST OF THE SOUTHWEST ONE OF TWO 12-INCH
 GB0163'WALNUT TREES, 21 FEET NORTH OF A 24-INCH SYCAMORE TREE, 25 FEET
 GB0163'SOUTHEAST OF A 24-INCH OAK TREE GROWING ON TOP OF A SLOPING
 GB0163'OUTCROP OF ROCK, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 GB0163'OF A CONCRETE POST PROJECTING 6 INCHES.
 GB0163
 GB0163                          STATION RECOVERY (1957)
 GB0163
 GB0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0163'RECOVERED IN GOOD CONDITION.
 GB0163
 GB0163                          STATION RECOVERY (1977)
 GB0163
 GB0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0955 ***********************************************************************
 GB0955  DESIGNATION -  V 203
 GB0955  PID         -  GB0955
 GB0955  STATE/COUNTY-  TN/FENTRESS
 GB0955  USGS QUAD   -  JAMESTOWN (1979)
 GB0955
 GB0955                         *CURRENT SURVEY CONTROL
 GB0955  ___________________________________________________________________
 GB0955* NAD 83(1986)-  36 28 03.     (N)    084 53 28.     (W)     SCALED    
 GB0955* NAVD 88     -       528.468  (meters)    1733.82   (feet)  ADJUSTED  
 GB0955  ___________________________________________________________________
 GB0955  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB0955  DYNAMIC HT  -         528.011 (meters)    1732.32  (feet)  COMP
 GB0955  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 GB0955
 GB0955  VERT ORDER  -  SECOND    CLASS 0
 GB0955
 GB0955.The horizontal coordinates were scaled from a topographic map and have
 GB0955.an estimated accuracy of +/- 6 seconds.
 GB0955
 GB0955.The orthometric height was determined by differential leveling
 GB0955.and adjusted by the National Geodetic Survey in June 1991..
 GB0955
 GB0955.The geoid height was determined by GEOID03.
 GB0955
 GB0955.The dynamic height is computed by dividing the NAVD 88
 GB0955.geopotential number by the normal gravity value computed on the
 GB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0955.degrees latitude (g = 980.6199 gals.).
 GB0955
 GB0955.The modeled gravity was interpolated from observed gravity values.
 GB0955
 GB0955;                    North         East    Units  Estimated Accuracy
 GB0955;SPC TN       -   237,350.      699,390.      MT  (+/- 180 meters Scaled)
 GB0955
 GB0955                          SUPERSEDED SURVEY CONTROL
 GB0955
 GB0955  NGVD 29 (??/??/92)  528.584  (m)         1734.20   (f) ADJ UNCH    2 0
 GB0955
 GB0955.Superseded values are not recommended for survey control.
 GB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0955.See file dsdata.txt to determine how the superseded data were derived.
 GB0955
 GB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF889378(NAD 83)
 GB0955_MARKER: DB = BENCH MARK DISK
 GB0955_SETTING: 66 = SET IN ROCK OUTCROP
 GB0955_SP_SET: ROCK LEDGE
 GB0955_STAMPING: V 203 1951 1734.196
 GB0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0955+STABILITY: POSITION/ELEVATION WELL
 GB0955
 GB0955  HISTORY     - Date     Condition        Report By
 GB0955  HISTORY     - 1951     MONUMENTED       CGS
 GB0955  HISTORY     - 1958     GOOD             NGS
 GB0955
 GB0955                          STATION DESCRIPTION
 GB0955
 GB0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0955'0.8 MI SW FROM EAST JAMESTOWN.
 GB0955'0.85 MILE SOUTHWEST ALONG GRAVEL ROAD FROM THE SCHOOL AT EAST
 GB0955'JAMESTOWN, 55 YARDS EAST OF THE TOP OF A GRADE AND JUNCTION OF A
 GB0955'WOODS ROAD SOUTHEAST, SET IN THE TOP OF A SANDSTONE LEDGE ABOUT
 GB0955'20 BY 4 FEET, 37 FEET NORTH AND ACROSS AN OLD RAILROAD GRADE,
 GB0955'TRACKS REMOVED, 60 FEET EAST OF A POLE, AND 28 FEET WEST OF A
 GB0955'TELEPHONE POLE, 9 FEET EAST OF THE WEST END OF THE LEDGE, AND
 GB0955'ABOUT 2.5 FEET BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0197 ***********************************************************************
 FE0197  DESIGNATION -  V 21
 FE0197  PID         -  FE0197
 FE0197  STATE/COUNTY-  TN/HARDIN
 FE0197  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0197
 FE0197                         *CURRENT SURVEY CONTROL
 FE0197  ___________________________________________________________________
 FE0197* NAD 83(1986)-  35 22 20.     (N)    088 19 34.     (W)     SCALED    
 FE0197* NAVD 88     -       130.752  (meters)     428.98   (feet)  ADJUSTED  
 FE0197  ___________________________________________________________________
 FE0197  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0197  DYNAMIC HT  -         130.634 (meters)     428.59  (feet)  COMP
 FE0197  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 FE0197
 FE0197  VERT ORDER  -  SECOND    CLASS 0
 FE0197
 FE0197.The horizontal coordinates were scaled from a topographic map and have
 FE0197.an estimated accuracy of +/- 6 seconds.
 FE0197
 FE0197.The orthometric height was determined by differential leveling
 FE0197.and adjusted by the National Geodetic Survey in June 1991..
 FE0197
 FE0197.The geoid height was determined by GEOID03.
 FE0197
 FE0197.The dynamic height is computed by dividing the NAVD 88
 FE0197.geopotential number by the normal gravity value computed on the
 FE0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0197.degrees latitude (g = 980.6199 gals.).
 FE0197
 FE0197.The modeled gravity was interpolated from observed gravity values.
 FE0197
 FE0197;                    North         East    Units  Estimated Accuracy
 FE0197;SPC TN       -   117,780.      388,640.      MT  (+/- 180 meters Scaled)
 FE0197
 FE0197                          SUPERSEDED SURVEY CONTROL
 FE0197
 FE0197  NGVD 29 (??/??/??)  130.761  (m)          429.00   (f) ADJUSTED    2 0
 FE0197
 FE0197.Superseded values are not recommended for survey control.
 FE0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0197.See file dsdata.txt to determine how the superseded data were derived.
 FE0197
 FE0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE795151(NAD 83)
 FE0197_MARKER: DB = BENCH MARK DISK
 FE0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0197_STAMPING: 429.126 V 21 1934
 FE0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0197+STABILITY: SURFACE MOTION
 FE0197
 FE0197  HISTORY     - Date     Condition        Report By
 FE0197  HISTORY     - 1934     MONUMENTED       CGS
 FE0197  HISTORY     - 1949     GOOD             CGS
 FE0197  HISTORY     - 1973     GOOD             TVA
 FE0197
 FE0197                          STATION DESCRIPTION
 FE0197
 FE0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0197'2.3 MI E FROM MILLEDGEVILLE.
 FE0197'IN HARDIN COUNTY, 2.3 MILES EAST ALONG STATE HIGHWAY 69 FROM
 FE0197'MILLEDGEVILLE, MCNAIRY  COUNTY, IN THE NORTHWEST ANGLE OF THE
 FE0197'T-JUNCTION OF A ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE
 FE0197'HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF THE PRIVATE ROAD, AND
 FE0197'2 FEET SOUTH OF A STEEL POST.  A STANDARD DISK, STAMPED 429.126
 FE0197'V 21 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 72.0
 FE0197'S 30 E TO POWER POLE, 70.0 E TO TELEPHONE JUNCTION BOX.
 FE0197
 FE0197                          STATION RECOVERY (1973)
 FE0197
 FE0197'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1305 ***********************************************************************
 FE1305  DESIGNATION -  V 212
 FE1305  PID         -  FE1305
 FE1305  STATE/COUNTY-  TN/FAYETTE
 FE1305  USGS QUAD   -  GALLAWAY (1981)
 FE1305
 FE1305                         *CURRENT SURVEY CONTROL
 FE1305  ___________________________________________________________________
 FE1305* NAD 83(1986)-  35 19 07.     (N)    089 33 09.     (W)     SCALED    
 FE1305* NAVD 88     -        89.884  (meters)     294.89   (feet)  ADJUSTED  
 FE1305  ___________________________________________________________________
 FE1305  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1305  DYNAMIC HT  -          89.803 (meters)     294.63  (feet)  COMP
 FE1305  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 FE1305
 FE1305  VERT ORDER  -  SECOND    CLASS 0
 FE1305
 FE1305.The horizontal coordinates were scaled from a topographic map and have
 FE1305.an estimated accuracy of +/- 6 seconds.
 FE1305
 FE1305.The orthometric height was determined by differential leveling
 FE1305.and adjusted by the National Geodetic Survey in June 1991..
 FE1305
 FE1305.The geoid height was determined by GEOID03.
 FE1305
 FE1305.The dynamic height is computed by dividing the NAVD 88
 FE1305.geopotential number by the normal gravity value computed on the
 FE1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1305.degrees latitude (g = 980.6199 gals.).
 FE1305
 FE1305.The modeled gravity was interpolated from observed gravity values.
 FE1305
 FE1305;                    North         East    Units  Estimated Accuracy
 FE1305;SPC TN       -   115,180.      277,040.      MT  (+/- 180 meters Scaled)
 FE1305
 FE1305                          SUPERSEDED SURVEY CONTROL
 FE1305
 FE1305  NGVD 29 (??/??/??)   89.865  (m)          294.83   (f) ADJUSTED    2 0
 FE1305
 FE1305.Superseded values are not recommended for survey control.
 FE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1305.See file dsdata.txt to determine how the superseded data were derived.
 FE1305
 FE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE679113(NAD 83)
 FE1305_MARKER: DB = BENCH MARK DISK
 FE1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1305_STAMPING: V 212 1958
 FE1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1305+STABILITY: SURFACE MOTION
 FE1305
 FE1305  HISTORY     - Date     Condition        Report By
 FE1305  HISTORY     - 1958     MONUMENTED       CGS
 FE1305  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1305
 FE1305                          STATION DESCRIPTION
 FE1305
 FE1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1305'5.4 MI E FROM GALLAWAY.
 FE1305'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1305'CROSSING AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD,
 FE1305'THENCE FOLLOW A DIRT ROAD LEADING SOUTH FOR 1.9 MILES, THENCE
 FE1305'0.95 MILE NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FE1305'PAVED ROAD, 118.3 FT. EAST OF A POWER LINE POLE, 56.2 FT. WEST
 FE1305'OF THE CENTER LINE OF A CURVE, 16.0 FT. NORTH OF THE CENTER
 FE1305'LINE OF A DIRT ROAD, 1.2 FT. NORTH OF A FENCE, 1.3 FT. WEST OF A
 FE1305'WHITE WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE
 FE1305'POST PROJECTING 3 INCHES, ABOUT LEVEL WITH THE ROAD.
 FE1305
 FE1305                          STATION RECOVERY (2002)
 FE1305
 FE1305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1058 ***********************************************************************
 FE1058  DESIGNATION -  V 213
 FE1058  PID         -  FE1058
 FE1058  STATE/COUNTY-  TN/HAYWOOD
 FE1058  USGS QUAD   -  DANCYVILLE (1981)
 FE1058
 FE1058                         *CURRENT SURVEY CONTROL
 FE1058  ___________________________________________________________________
 FE1058* NAD 83(1986)-  35 29 50.     (N)    089 15 56.     (W)     SCALED    
 FE1058* NAVD 88     -        92.374  (meters)     303.06   (feet)  ADJUSTED  
 FE1058  ___________________________________________________________________
 FE1058  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE1058  DYNAMIC HT  -          92.292 (meters)     302.79  (feet)  COMP
 FE1058  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FE1058
 FE1058  VERT ORDER  -  SECOND    CLASS 0
 FE1058
 FE1058.The horizontal coordinates were scaled from a topographic map and have
 FE1058.an estimated accuracy of +/- 6 seconds.
 FE1058
 FE1058.The orthometric height was determined by differential leveling
 FE1058.and adjusted by the National Geodetic Survey in June 1991..
 FE1058
 FE1058.The geoid height was determined by GEOID03.
 FE1058
 FE1058.The dynamic height is computed by dividing the NAVD 88
 FE1058.geopotential number by the normal gravity value computed on the
 FE1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1058.degrees latitude (g = 980.6199 gals.).
 FE1058
 FE1058.The modeled gravity was interpolated from observed gravity values.
 FE1058
 FE1058;                    North         East    Units  Estimated Accuracy
 FE1058;SPC TN       -   134,080.      303,770.      MT  (+/- 180 meters Scaled)
 FE1058
 FE1058                          SUPERSEDED SURVEY CONTROL
 FE1058
 FE1058  NGVD 29 (??/??/??)   92.379  (m)          303.08   (f) ADJUSTED    2 0
 FE1058
 FE1058.Superseded values are not recommended for survey control.
 FE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1058.See file dsdata.txt to determine how the superseded data were derived.
 FE1058
 FE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE945305(NAD 83)
 FE1058_MARKER: DB = BENCH MARK DISK
 FE1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1058_SP_SET: BRIDGE ABUTMENT
 FE1058_STAMPING: V 213 1959
 FE1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1058
 FE1058  HISTORY     - Date     Condition        Report By
 FE1058  HISTORY     - 1959     MONUMENTED       CGS
 FE1058  HISTORY     - 20020927 POOR             USACE
 FE1058
 FE1058                          STATION DESCRIPTION
 FE1058
 FE1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1058'7.3 MI S FROM BROWNSVILLE.
 FE1058'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE
 FE1058'THENCE 6.7 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, 13.4 FT. EAST OF
 FE1058'THE CENTER LINE OF HIGHWAY 76, 1.5 FT. NORTH OF THE SOUTH END OF A
 FE1058'CONCRETE BRIDGE OVER POPLAR CREEK, A C AND GS DISK SET IN TOP OF
 FE1058'THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 38-76-7.13.
 FE1058
 FE1058                          STATION RECOVERY (2002)
 FE1058
 FE1058'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1058'MARK DESTROYED, BRIDGE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1449 ***********************************************************************
 FE1449  DESIGNATION -  V 214
 FE1449  PID         -  FE1449
 FE1449  STATE/COUNTY-  TN/SHELBY
 FE1449  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1449
 FE1449                         *CURRENT SURVEY CONTROL
 FE1449  ___________________________________________________________________
 FE1449* NAD 83(1986)-  35 10 56.     (N)    089 55 01.     (W)     SCALED    
 FE1449* NAVD 88     -        75.070  (meters)     246.29   (feet)  ADJUSTED  
 FE1449  ___________________________________________________________________
 FE1449  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1449  DYNAMIC HT  -          75.002 (meters)     246.07  (feet)  COMP
 FE1449  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 FE1449
 FE1449  VERT ORDER  -  SECOND    CLASS 0
 FE1449
 FE1449.The horizontal coordinates were scaled from a topographic map and have
 FE1449.an estimated accuracy of +/- 6 seconds.
 FE1449
 FE1449.The orthometric height was determined by differential leveling
 FE1449.and adjusted by the National Geodetic Survey in June 1991..
 FE1449
 FE1449.The geoid height was determined by GEOID03.
 FE1449
 FE1449.The dynamic height is computed by dividing the NAVD 88
 FE1449.geopotential number by the normal gravity value computed on the
 FE1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1449.degrees latitude (g = 980.6199 gals.).
 FE1449
 FE1449.The modeled gravity was interpolated from observed gravity values.
 FE1449
 FE1449;                    North         East    Units  Estimated Accuracy
 FE1449;SPC TN       -   101,320.      243,320.      MT  (+/- 180 meters Scaled)
 FE1449
 FE1449                          SUPERSEDED SURVEY CONTROL
 FE1449
 FE1449  NGVD 29 (??/??/??)   75.050  (m)          246.23   (f) ADJUSTED    2 0
 FE1449
 FE1449.Superseded values are not recommended for survey control.
 FE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1449.See file dsdata.txt to determine how the superseded data were derived.
 FE1449
 FE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD343971(NAD 83)
 FE1449_MARKER: DB = BENCH MARK DISK
 FE1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1449_STAMPING: V 214 1959
 FE1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1449+STABILITY: SURFACE MOTION
 FE1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1449+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1449
 FE1449  HISTORY     - Date     Condition        Report By
 FE1449  HISTORY     - 1959     MONUMENTED       CGS
 FE1449  HISTORY     - 20021009 GOOD             USACE
 FE1449
 FE1449                          STATION DESCRIPTION
 FE1449
 FE1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1449'IN MEMPHIS.
 FE1449'THIS MARK IS AT THE INTERSECTION OF WELLS STATION ROAD, AND
 FE1449'CHELSEA AVE., 33.7 FT. SOUTH OF THE SOUTH RAIL OF THE L. AND N.
 FE1449'RR, 3.5 FT. SOUTH OF A TELEPHONE POLE, 3 FT. EAST OF THE EAST
 FE1449'CURB OF WELLS STATION ROAD, 1 FT. NORTH OF A WITNESS SIGN, A
 FE1449'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1449'THIS MARK IS ABOUT 1.1 MILE SOUTHEAST OF STATION RONNIE.
 FE1449
 FE1449                          STATION RECOVERY (2002)
 FE1449
 FE1449'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0622 ***********************************************************************
 FE0622  DESIGNATION -  V 215
 FE0622  PID         -  FE0622
 FE0622  STATE/COUNTY-  TN/MADISON
 FE0622  USGS QUAD   -  JACKSON NORTH (1983)
 FE0622
 FE0622                         *CURRENT SURVEY CONTROL
 FE0622  ___________________________________________________________________
 FE0622* NAD 83(1986)-  35 40 43.     (N)    088 47 35.     (W)     SCALED    
 FE0622* NAVD 88     -       139.461  (meters)     457.55   (feet)  ADJUSTED  
 FE0622  ___________________________________________________________________
 FE0622  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0622  DYNAMIC HT  -         139.337 (meters)     457.14  (feet)  COMP
 FE0622  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0622
 FE0622  VERT ORDER  -  SECOND    CLASS 0
 FE0622
 FE0622.The horizontal coordinates were scaled from a topographic map and have
 FE0622.an estimated accuracy of +/- 6 seconds.
 FE0622
 FE0622.The orthometric height was determined by differential leveling
 FE0622.and adjusted by the National Geodetic Survey in June 1991..
 FE0622
 FE0622.The geoid height was determined by GEOID03.
 FE0622
 FE0622.The dynamic height is computed by dividing the NAVD 88
 FE0622.geopotential number by the normal gravity value computed on the
 FE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0622.degrees latitude (g = 980.6199 gals.).
 FE0622
 FE0622.The modeled gravity was interpolated from observed gravity values.
 FE0622
 FE0622;                    North         East    Units  Estimated Accuracy
 FE0622;SPC TN       -   152,870.      347,200.      MT  (+/- 180 meters Scaled)
 FE0622
 FE0622                          SUPERSEDED SURVEY CONTROL
 FE0622
 FE0622  NGVD 29 (??/??/??)  139.499  (m)          457.67   (f) ADJUSTED    2 0
 FE0622
 FE0622.Superseded values are not recommended for survey control.
 FE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0622.See file dsdata.txt to determine how the superseded data were derived.
 FE0622
 FE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377497(NAD 83)
 FE0622_MARKER: DB = BENCH MARK DISK
 FE0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0622_SP_SET: OVERPASS
 FE0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0622+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0622
 FE0622  HISTORY     - Date     Condition        Report By
 FE0622  HISTORY     - UNK      MONUMENTED       CGS
 FE0622  HISTORY     - 1959     GOOD             CGS
 FE0622  HISTORY     - 20020909 GOOD             USACE
 FE0622
 FE0622                          STATION DESCRIPTION
 FE0622
 FE0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0622'8.8 MI N FROM JACKSON.
 FE0622'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0622'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.1 MILE NORTHEAST ALONG
 FE0622'INTERSTATE HIGHWAY 40.  THE DISK IS SET IN THE EAST ONE OF THE
 FE0622'TWO MIDDLE PILLARS OF THE OVERPASS ACROSS INTERSTATE HIGHWAY 40.
 FE0622'THE DISK IS IN THE NORTH FACE OF THE PILLAR APPROXIMATELY 2 FEET
 FE0622'ABOVE THE SURFACE OF THE ROAD, SET VERTICALLY.
 FE0622
 FE0622                          STATION RECOVERY (2002)
 FE0622
 FE0622'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0016 ***********************************************************************
 FE0016  DESIGNATION -  V 216
 FE0016  PID         -  FE0016
 FE0016  STATE/COUNTY-  TN/HENDERSON
 FE0016  USGS QUAD   -  HOLLADAY (1987)
 FE0016
 FE0016                         *CURRENT SURVEY CONTROL
 FE0016  ___________________________________________________________________
 FE0016* NAD 83(1986)-  35 49 01.     (N)    088 13 54.     (W)     SCALED    
 FE0016* NAVD 88     -       160.906  (meters)     527.91   (feet)  ADJUSTED  
 FE0016  ___________________________________________________________________
 FE0016  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0016  DYNAMIC HT  -         160.763 (meters)     527.44  (feet)  COMP
 FE0016  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FE0016
 FE0016  VERT ORDER  -  SECOND    CLASS 0
 FE0016
 FE0016.The horizontal coordinates were scaled from a topographic map and have
 FE0016.an estimated accuracy of +/- 6 seconds.
 FE0016
 FE0016.The orthometric height was determined by differential leveling
 FE0016.and adjusted by the National Geodetic Survey in June 1991..
 FE0016
 FE0016.The geoid height was determined by GEOID03.
 FE0016
 FE0016.The dynamic height is computed by dividing the NAVD 88
 FE0016.geopotential number by the normal gravity value computed on the
 FE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0016.degrees latitude (g = 980.6199 gals.).
 FE0016
 FE0016.The modeled gravity was interpolated from observed gravity values.
 FE0016
 FE0016;                    North         East    Units  Estimated Accuracy
 FE0016;SPC TN       -   166,900.      398,350.      MT  (+/- 180 meters Scaled)
 FE0016
 FE0016                          SUPERSEDED SURVEY CONTROL
 FE0016
 FE0016  NGVD 29 (??/??/??)  160.926  (m)          527.97   (f) ADJUSTED    2 0
 FE0016
 FE0016.Superseded values are not recommended for survey control.
 FE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0016.See file dsdata.txt to determine how the superseded data were derived.
 FE0016
 FE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE887643(NAD 83)
 FE0016_MARKER: DB = BENCH MARK DISK
 FE0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0016_STAMPING: V 216 1959
 FE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0016+STABILITY: SURFACE MOTION
 FE0016
 FE0016  HISTORY     - Date     Condition        Report By
 FE0016  HISTORY     - 1959     MONUMENTED       CGS
 FE0016  HISTORY     - 1972     GOOD             TVA
 FE0016
 FE0016                          STATION DESCRIPTION
 FE0016
 FE0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0016'14 MI SE FROM YUMA.
 FE0016'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0016'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0016'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO
 FE0016'A T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0016'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0016'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILES
 FE0016'NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.5 MILE EAST AND SOUTH
 FE0016'ON ROBERTSON TRAIL, THE MARK IS ABOUT 150 FT. SOUTH OF THE CENTER
 FE0016'OF INTERSTATE HIGHWAY 40, 16 FT. WEST-NORTHWEST OF AN OAK TREE WITH
 FE0016'A TRIANGULAR BLAZE, 15 FT. SOUTHWEST OF THE CENTER OF ROBERTSON
 FE0016'TRAIL, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 FE0016'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- 16.5 FT W NW OF 30 IN WHITE
 FE0016'OAK, 2.5 FT S OF WITNESS POST (COAST AND GEODETIC) 24.0 SE OF
 FE0016'24 IN TRIPLE PRONG POST OAK.  14.1 N OF 6 IN BEACH, PLUS OR MINUS
 FE0016'55.0 S OF TOP OF CUT ON MOST NORTHERN LANE OF SUPER HIGHWAY I-40.
 FE0016
 FE0016                          STATION RECOVERY (1972)
 FE0016
 FE0016'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1120 ***********************************************************************
 FD1120  DESIGNATION -  V 217
 FD1120  PID         -  FD1120
 FD1120  STATE/COUNTY-  TN/HUMPHREYS
 FD1120  USGS QUAD   -  DANIELS LANDING (1992)
 FD1120
 FD1120                         *CURRENT SURVEY CONTROL
 FD1120  ___________________________________________________________________
 FD1120* NAD 83(1986)-  35 52 05.     (N)    087 53 34.     (W)     SCALED    
 FD1120* NAVD 88     -       124.571  (meters)     408.70   (feet)  ADJUSTED  
 FD1120  ___________________________________________________________________
 FD1120  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1120  DYNAMIC HT  -         124.464 (meters)     408.35  (feet)  COMP
 FD1120  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 FD1120
 FD1120  VERT ORDER  -  SECOND    CLASS 0
 FD1120
 FD1120.The horizontal coordinates were scaled from a topographic map and have
 FD1120.an estimated accuracy of +/- 6 seconds.
 FD1120
 FD1120.The orthometric height was determined by differential leveling
 FD1120.and adjusted by the National Geodetic Survey in June 1991..
 FD1120
 FD1120.The geoid height was determined by GEOID03.
 FD1120
 FD1120.The dynamic height is computed by dividing the NAVD 88
 FD1120.geopotential number by the normal gravity value computed on the
 FD1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1120.degrees latitude (g = 980.6199 gals.).
 FD1120
 FD1120.The modeled gravity was interpolated from observed gravity values.
 FD1120
 FD1120;                    North         East    Units  Estimated Accuracy
 FD1120;SPC TN       -   171,930.      429,080.      MT  (+/- 180 meters Scaled)
 FD1120
 FD1120                          SUPERSEDED SURVEY CONTROL
 FD1120
 FD1120  NGVD 29 (??/??/92)  124.605  (m)          408.81   (f) ADJ UNCH    2 0
 FD1120
 FD1120.Superseded values are not recommended for survey control.
 FD1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1120.See file dsdata.txt to determine how the superseded data were derived.
 FD1120
 FD1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE194696(NAD 83)
 FD1120_MARKER: DB = BENCH MARK DISK
 FD1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1120_STAMPING: V 217 1959
 FD1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1120+STABILITY: SURFACE MOTION
 FD1120
 FD1120  HISTORY     - Date     Condition        Report By
 FD1120  HISTORY     - 1959     MONUMENTED       CGS
 FD1120  HISTORY     - 1967     GOOD             NGS
 FD1120  HISTORY     - 1973     GOOD             TVA
 FD1120
 FD1120                          STATION DESCRIPTION
 FD1120
 FD1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1120'6.7 MI SW FROM BUFFALO.
 FD1120'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9 MILES
 FD1120'NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE ROUTE
 FD1120'13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVELED ROAD FOR
 FD1120'0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON GRAVELED
 FD1120'ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER BUFFALO RIVER.
 FD1120'HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY AND WEST ON A
 FD1120'GRAVELED ROAD FOR 5.2 MILES TO THE MARK ON THE RIGHT AS
 FD1120'DESCRIBED.  IT IS 96 FEET WEST OF A POWERLINE POLE WITH TRANSFORMER,
 FD1120'19 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FD1120'3.3 FEET SOUTH OF A FENCE, 1.6 FEET NORTH OF A METAL WITNESS
 FD1120'POST AND SIGN, AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
 FD1120'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1120'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK
 FD1120'IS STAMPED V 217 1959.  NOTE-- STATION IS 0.05 MI. EAST OF
 FD1120'MC KEELL CEMETERY AND 0.25 MI. NORTH OF INTERSTATE I-40 ABOUT
 FD1120'40.0 FT. W.N.W. FROM INT OF CREEK AND GRAVEL ROAD AT WOODEN
 FD1120'BRIDGE AND MON IS IN F.L. (NEW FENCE) ABOUT 2.50 FT. WEST OF
 FD1120'FENCE CORNER PLUS OR MINUS 1.5 FT LOWER THAN ROAD.
 FD1120
 FD1120                          STATION RECOVERY (1973)
 FD1120
 FD1120'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1188 ***********************************************************************
 FD1188  DESIGNATION -  V 218
 FD1188  PID         -  FD1188
 FD1188  STATE/COUNTY-  TN/DICKSON
 FD1188  USGS QUAD   -  SPOT (1942)
 FD1188
 FD1188                         *CURRENT SURVEY CONTROL
 FD1188  ___________________________________________________________________
 FD1188* NAD 83(1986)-  35 59 24.     (N)    087 30 53.     (W)     SCALED    
 FD1188* NAVD 88     -       185.297  (meters)     607.93   (feet)  ADJUSTED  
 FD1188  ___________________________________________________________________
 FD1188  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD1188  DYNAMIC HT  -         185.135 (meters)     607.40  (feet)  COMP
 FD1188  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FD1188
 FD1188  VERT ORDER  -  SECOND    CLASS 0
 FD1188
 FD1188.The horizontal coordinates were scaled from a topographic map and have
 FD1188.an estimated accuracy of +/- 6 seconds.
 FD1188
 FD1188.The orthometric height was determined by differential leveling
 FD1188.and adjusted by the National Geodetic Survey in June 1991..
 FD1188
 FD1188.The geoid height was determined by GEOID03.
 FD1188
 FD1188.The dynamic height is computed by dividing the NAVD 88
 FD1188.geopotential number by the normal gravity value computed on the
 FD1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1188.degrees latitude (g = 980.6199 gals.).
 FD1188
 FD1188.The modeled gravity was interpolated from observed gravity values.
 FD1188
 FD1188;                    North         East    Units  Estimated Accuracy
 FD1188;SPC TN       -   184,860.      463,420.      MT  (+/- 180 meters Scaled)
 FD1188
 FD1188                          SUPERSEDED SURVEY CONTROL
 FD1188
 FD1188  NGVD 29 (??/??/92)  185.302  (m)          607.95   (f) ADJ UNCH    2 0
 FD1188
 FD1188.Superseded values are not recommended for survey control.
 FD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1188.See file dsdata.txt to determine how the superseded data were derived.
 FD1188
 FD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE536829(NAD 83)
 FD1188_MARKER: DB = BENCH MARK DISK
 FD1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1188_STAMPING: V 218 1959
 FD1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1188+STABILITY: SURFACE MOTION
 FD1188
 FD1188  HISTORY     - Date     Condition        Report By
 FD1188  HISTORY     - 1959     MONUMENTED       CGS
 FD1188
 FD1188                          STATION DESCRIPTION
 FD1188
 FD1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1188'2.5 MI SW FROM OAK GROVE.
 FD1188'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD1188'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTH ON
 FD1188'STATE HIGHWAY 48 FOR 0.9 MILE, THENCE 1.6 MILES WEST ON A
 FD1188'GRAVELED ROAD, 88 FT. NORTHEAST OF THE CENTER OF A Y JUNCTION,
 FD1188'72 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 47 FT. NORTH OF A
 FD1188'24-INCH MAPLE TREE, 9 FT. EAST OF A FENCE, 3.6 FT. NORTHEAST OF
 FD1188'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1188'4 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1485 ***********************************************************************
 GC1485  DESIGNATION -  V 219
 GC1485  PID         -  GC1485
 GC1485  STATE/COUNTY-  TN/CHEATHAM
 GC1485  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1485
 GC1485                         *CURRENT SURVEY CONTROL
 GC1485  ___________________________________________________________________
 GC1485* NAD 83(1986)-  36 04 16.     (N)    087 06 42.     (W)     SCALED    
 GC1485* NAVD 88     -       231.214  (meters)     758.57   (feet)  ADJUSTED  
 GC1485  ___________________________________________________________________
 GC1485  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1485  DYNAMIC HT  -         231.016 (meters)     757.92  (feet)  COMP
 GC1485  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC1485
 GC1485  VERT ORDER  -  SECOND    CLASS 0
 GC1485
 GC1485.The horizontal coordinates were scaled from a topographic map and have
 GC1485.an estimated accuracy of +/- 6 seconds.
 GC1485
 GC1485.The orthometric height was determined by differential leveling
 GC1485.and adjusted by the National Geodetic Survey in June 1991..
 GC1485
 GC1485.The geoid height was determined by GEOID03.
 GC1485
 GC1485.The dynamic height is computed by dividing the NAVD 88
 GC1485.geopotential number by the normal gravity value computed on the
 GC1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1485.degrees latitude (g = 980.6199 gals.).
 GC1485
 GC1485.The modeled gravity was interpolated from observed gravity values.
 GC1485
 GC1485;                    North         East    Units  Estimated Accuracy
 GC1485;SPC TN       -   193,370.      499,870.      MT  (+/- 180 meters Scaled)
 GC1485
 GC1485                          SUPERSEDED SURVEY CONTROL
 GC1485
 GC1485  NGVD 29 (??/??/92)  231.228  (m)          758.62   (f) ADJ UNCH    2 0
 GC1485
 GC1485.Superseded values are not recommended for survey control.
 GC1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1485.See file dsdata.txt to determine how the superseded data were derived.
 GC1485
 GC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE899918(NAD 83)
 GC1485_MARKER: DB = BENCH MARK DISK
 GC1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1485_STAMPING: V 219 1959
 GC1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1485+STABILITY: SURFACE MOTION
 GC1485
 GC1485  HISTORY     - Date     Condition        Report By
 GC1485  HISTORY     - 1959     MONUMENTED       CGS
 GC1485
 GC1485                          STATION DESCRIPTION
 GC1485
 GC1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1485'3.3 MI S FROM KINGSTON SPRINGS.
 GC1485'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1485'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1485'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1485'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 0.2 MILE
 GC1485'SOUTHWEST ON A GRAVELED ROAD, ABOUT 0.1 MILE NORTHEAST OF A
 GC1485'HOUSE AND A CURVE IN THE ROAD, 95 FT. WEST OF A POWER LINE POLE,
 GC1485'29 FT. NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, AND 2 FT.
 GC1485'NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1485'PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1032 ***********************************************************************
 GC1032  DESIGNATION -  V 220
 GC1032  PID         -  GC1032
 GC1032  STATE/COUNTY-  TN/ROBERTSON
 GC1032  USGS QUAD   -  ORLINDA (1980)
 GC1032
 GC1032                         *CURRENT SURVEY CONTROL
 GC1032  ___________________________________________________________________
 GC1032* NAD 83(1986)-  36 32 20.     (N)    086 37 56.     (W)     SCALED    
 GC1032* NAVD 88     -       222.521  (meters)     730.05   (feet)  ADJUSTED  
 GC1032  ___________________________________________________________________
 GC1032  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC1032  DYNAMIC HT  -         222.334 (meters)     729.44  (feet)  COMP
 GC1032  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GC1032
 GC1032  VERT ORDER  -  SECOND    CLASS 0
 GC1032
 GC1032.The horizontal coordinates were scaled from a topographic map and have
 GC1032.an estimated accuracy of +/- 6 seconds.
 GC1032
 GC1032.The orthometric height was determined by differential leveling
 GC1032.and adjusted by the National Geodetic Survey in June 1991..
 GC1032
 GC1032.The geoid height was determined by GEOID03.
 GC1032
 GC1032.The dynamic height is computed by dividing the NAVD 88
 GC1032.geopotential number by the normal gravity value computed on the
 GC1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1032.degrees latitude (g = 980.6199 gals.).
 GC1032
 GC1032.The modeled gravity was interpolated from observed gravity values.
 GC1032
 GC1032;                    North         East    Units  Estimated Accuracy
 GC1032;SPC TN       -   244,890.      543,390.      MT  (+/- 180 meters Scaled)
 GC1032
 GC1032                          SUPERSEDED SURVEY CONTROL
 GC1032
 GC1032  NGVD 29 (??/??/92)  222.592  (m)          730.29   (f) ADJ UNCH    2 0
 GC1032
 GC1032.Superseded values are not recommended for survey control.
 GC1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1032.See file dsdata.txt to determine how the superseded data were derived.
 GC1032
 GC1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329437(NAD 83)
 GC1032_MARKER: DB = BENCH MARK DISK
 GC1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1032_SP_SET: CULVERT
 GC1032_STAMPING: V 220 1959
 GC1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1032
 GC1032  HISTORY     - Date     Condition        Report By
 GC1032  HISTORY     - 1959     MONUMENTED       CGS
 GC1032
 GC1032                          STATION DESCRIPTION
 GC1032
 GC1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1032'8.4 MI N FROM WHITE HOUSE.
 GC1032'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1032'31 W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC1032'THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE 0.8
 GC1032'MILE NORTHWEST ON A PAVED ROAD, THENCE 1.5 MILES EAST ON A
 GC1032'GRAVELED ROAD, THENCE 2.2 MILES NORTH ON U.S. HIGHWAY 31 W TO A
 GC1032'12-FOOT CONCRETE CULVERT, 104 FT. NORTH OF POWER LINE POLE NO.
 GC1032'768+28, 42 FT. NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31 W,
 GC1032'A DISK DRILLED IN THE TOP OF THE WEST CONCRETE HEADWALL OF THE
 GC1032'CULVERT AND ABOUT 9 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0514 ***********************************************************************
 GC0514  DESIGNATION -  V 221 RESET
 GC0514  PID         -  GC0514
 GC0514  STATE/COUNTY-  TN/DAVIDSON
 GC0514  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0514
 GC0514                         *CURRENT SURVEY CONTROL
 GC0514  ___________________________________________________________________
 GC0514* NAD 83(1986)-  36 20 09.     (N)    086 43 02.     (W)     SCALED    
 GC0514* NAVD 88     -       144.84   (+/-2cm)     475.2    (feet)  VERTCON   
 GC0514  ___________________________________________________________________
 GC0514  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC0514
 GC0514  VERT ORDER  -  THIRD (See Below)
 GC0514
 GC0514.The horizontal coordinates were scaled from a topographic map and have
 GC0514.an estimated accuracy of +/- 6 seconds.
 GC0514
 GC0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0514.The vertical order pertains to the NGVD 29 superseded value.
 GC0514
 GC0514.The geoid height was determined by GEOID03.
 GC0514
 GC0514;                    North         East    Units  Estimated Accuracy
 GC0514;SPC TN       -   222,420.      535,610.      MT  (+/- 180 meters Scaled)
 GC0514
 GC0514                          SUPERSEDED SURVEY CONTROL
 GC0514
 GC0514  NGVD 29 (??/??/??)  144.89   (m)          475.4    (f) RESET       3  
 GC0514
 GC0514.Superseded values are not recommended for survey control.
 GC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0514.See file dsdata.txt to determine how the superseded data were derived.
 GC0514
 GC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF253212(NAD 83)
 GC0514_MARKER: DB = BENCH MARK DISK
 GC0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0514_SP_SET: OVERPASS
 GC0514_STAMPING: V 221 RESET 1967
 GC0514_MARK LOGO: CGS   
 GC0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0514
 GC0514  HISTORY     - Date     Condition        Report By
 GC0514  HISTORY     - 1967     MONUMENTED       CGS
 GC0514
 GC0514                          STATION DESCRIPTION
 GC0514
 GC0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0514'AT GOODLETTSVILLE.
 GC0514'FROM THE RAILROAD STATION IN GOODLETTSVILLE, GO NORTHWEST ALONG
 GC0514'THE LOUISVILLE AND NASHVILLE RAILROAD FOR 0.8 MILE TO AN OVERPASS
 GC0514'OVER U.S. HIGHWAY 31W AND 41.  THE BENCH MARK IS CEMENTED IN A
 GC0514'DRILL HOLE IN THE SOUTH CORNER OF THE SOUTHEAST HEADWALL OF THE
 GC0514'OVERPASS, 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GC0514'HIGHWAYS 31W AND 41, 12.7 FEET SOUTH OF A METAL WITNESS SIGN
 GC0514'BOLTED TO THE END OF THE RAILROAD TRESTLE CROSSMEMBER, AND 8.8
 GC0514'FEET SOUTHWEST OF THE EDGE OF THE SOUTHWEST RAIL OF THE TRACKS.
 GC0514'IT IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAYS AND 1 1/2
 GC0514'FEET BELOW THE LEVEL OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0523 ***********************************************************************
 FD0523  DESIGNATION -  V 222
 FD0523  PID         -  FD0523
 FD0523  STATE/COUNTY-  TN/WILLIAMSON
 FD0523  USGS QUAD   -  FRANKLIN (1981)
 FD0523
 FD0523                         *CURRENT SURVEY CONTROL
 FD0523  ___________________________________________________________________
 FD0523* NAD 83(1986)-  35 56 21.     (N)    086 49 04.     (W)     SCALED    
 FD0523* NAVD 88     -       209.620  (meters)     687.73   (feet)  ADJUSTED  
 FD0523  ___________________________________________________________________
 FD0523  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0523  DYNAMIC HT  -         209.436 (meters)     687.12  (feet)  COMP
 FD0523  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0523
 FD0523  VERT ORDER  -  SECOND    CLASS 0
 FD0523
 FD0523.The horizontal coordinates were scaled from a topographic map and have
 FD0523.an estimated accuracy of +/- 6 seconds.
 FD0523
 FD0523.The orthometric height was determined by differential leveling
 FD0523.and adjusted by the National Geodetic Survey in June 1991..
 FD0523
 FD0523.The geoid height was determined by GEOID03.
 FD0523
 FD0523.The dynamic height is computed by dividing the NAVD 88
 FD0523.geopotential number by the normal gravity value computed on the
 FD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0523.degrees latitude (g = 980.6199 gals.).
 FD0523
 FD0523.The modeled gravity was interpolated from observed gravity values.
 FD0523
 FD0523;                    North         East    Units  Estimated Accuracy
 FD0523;SPC TN       -   178,470.      526,210.      MT  (+/- 180 meters Scaled)
 FD0523
 FD0523                          SUPERSEDED SURVEY CONTROL
 FD0523
 FD0523  NGVD 29 (??/??/92)  209.612  (m)          687.70   (f) ADJ UNCH    2 0
 FD0523
 FD0523.Superseded values are not recommended for survey control.
 FD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0523.See file dsdata.txt to determine how the superseded data were derived.
 FD0523
 FD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE164772(NAD 83)
 FD0523_MARKER: DB = BENCH MARK DISK
 FD0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0523_STAMPING: V 222 1960
 FD0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0523+STABILITY: SURFACE MOTION
 FD0523
 FD0523  HISTORY     - Date     Condition        Report By
 FD0523  HISTORY     - 1960     MONUMENTED       CGS
 FD0523  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0523
 FD0523                          STATION DESCRIPTION
 FD0523
 FD0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0523'4.7 MI NE FROM FRANKLIN.
 FD0523'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILES SOUTH ON
 FD0523'THE L. AND N. RAILROAD, THEN 2.5 MILES EAST ON STATE HIGHWAY 96,
 FD0523'THEN 0.95 MILE NORTH ON INTERSTATE HIGHWAY 65, THEN 0.5 MILE
 FD0523'NORTH ON LIBERTY PIKE ROAD, THEN 0.6 MILE NORTH ON A GRAVELED
 FD0523'ROAD.  THE BENCH MARK IS ABOUT 240 FT. WEST OF THE CENTER OF
 FD0523'THE INTERSTATE HIGHWAY, 55 FT. SOUTHEAST OF THE CENTER OF A
 FD0523'SMALL BRIDGE, 15 FT. WEST OF THE CENTER OF THE GRAVELED ROAD,
 FD0523'2 FT. NORTHWEST OF A POWER LINE POLE, AND 2.1 FT. WEST OF A
 FD0523'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0523'2 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE GRAVEL ROAD.
 FD0523
 FD0523                          STATION RECOVERY (1979)
 FD0523
 FD0523'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0665 ***********************************************************************
 GC0665  DESIGNATION -  V 223
 GC0665  PID         -  GC0665
 GC0665  STATE/COUNTY-  TN/DAVIDSON
 GC0665  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0665
 GC0665                         *CURRENT SURVEY CONTROL
 GC0665  ___________________________________________________________________
 GC0665* NAD 83(1986)-  36 08 52.     (N)    086 46 23.     (W)     SCALED    
 GC0665* NAVD 88     -       149.420  (meters)     490.22   (feet)  ADJUSTED  
 GC0665  ___________________________________________________________________
 GC0665  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0665  DYNAMIC HT  -         149.292 (meters)     489.80  (feet)  COMP
 GC0665  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0665
 GC0665  VERT ORDER  -  SECOND    CLASS 0
 GC0665
 GC0665.The horizontal coordinates were scaled from a topographic map and have
 GC0665.an estimated accuracy of +/- 6 seconds.
 GC0665
 GC0665.The orthometric height was determined by differential leveling
 GC0665.and adjusted by the National Geodetic Survey in June 1991..
 GC0665
 GC0665.The geoid height was determined by GEOID03.
 GC0665
 GC0665.The dynamic height is computed by dividing the NAVD 88
 GC0665.geopotential number by the normal gravity value computed on the
 GC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0665.degrees latitude (g = 980.6199 gals.).
 GC0665
 GC0665.The modeled gravity was interpolated from observed gravity values.
 GC0665
 GC0665;                    North         East    Units  Estimated Accuracy
 GC0665;SPC TN       -   201,590.      530,430.      MT  (+/- 180 meters Scaled)
 GC0665
 GC0665                          SUPERSEDED SURVEY CONTROL
 GC0665
 GC0665  NGVD 29 (??/??/92)  149.444  (m)          490.30   (f) ADJ UNCH    2 0
 GC0665
 GC0665.Superseded values are not recommended for survey control.
 GC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0665.See file dsdata.txt to determine how the superseded data were derived.
 GC0665
 GC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF204003(NAD 83)
 GC0665_MARKER: DB = BENCH MARK DISK
 GC0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0665_SP_SET: OVERPASS
 GC0665_STAMPING: V 223 1960
 GC0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0665
 GC0665  HISTORY     - Date     Condition        Report By
 GC0665  HISTORY     - 1960     MONUMENTED       CGS
 GC0665
 GC0665                          STATION DESCRIPTION
 GC0665
 GC0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0665'0.8 MI SE FROM NASHVILLE.
 GC0665'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 0.8 MILE SOUTHEAST
 GC0665'ON THE L. AND N. RAILROAD TO THE OVERPASS OF BASS STREET.  THE
 GC0665'DISK IS CEMENTED VERTIALLY IN A DRILL HOLE IN THE SOUTH RETAINING
 GC0665'WALL OF THE OVERPASS, 8.7 FT. EAST OF THE SOUTHWEST CORNER OF
 GC0665'THE RETAINING WALL, 6.5 FT. SOUTH OF THE MOST SOUTHERLY TRACKS,
 GC0665'AND ABOUT 4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0385 ***********************************************************************
 FD0385  DESIGNATION -  V 224
 FD0385  PID         -  FD0385
 FD0385  STATE/COUNTY-  TN/MARSHALL
 FD0385  USGS QUAD   -  BRICK CHURCH (1981)
 FD0385
 FD0385                         *CURRENT SURVEY CONTROL
 FD0385  ___________________________________________________________________
 FD0385* NAD 83(1986)-  35 20 46.     (N)    086 52 48.     (W)     SCALED    
 FD0385* NAVD 88     -       262.415  (meters)     860.94   (feet)  ADJUSTED  
 FD0385  ___________________________________________________________________
 FD0385  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0385  DYNAMIC HT  -         262.174 (meters)     860.15  (feet)  COMP
 FD0385  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 FD0385
 FD0385  VERT ORDER  -  SECOND    CLASS 0
 FD0385
 FD0385.The horizontal coordinates were scaled from a topographic map and have
 FD0385.an estimated accuracy of +/- 6 seconds.
 FD0385
 FD0385.The orthometric height was determined by differential leveling
 FD0385.and adjusted by the National Geodetic Survey in June 1991..
 FD0385
 FD0385.The geoid height was determined by GEOID03.
 FD0385
 FD0385.The dynamic height is computed by dividing the NAVD 88
 FD0385.geopotential number by the normal gravity value computed on the
 FD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0385.degrees latitude (g = 980.6199 gals.).
 FD0385
 FD0385.The modeled gravity was interpolated from observed gravity values.
 FD0385
 FD0385;                    North         East    Units  Estimated Accuracy
 FD0385;SPC TN       -   112,730.      520,010.      MT  (+/- 180 meters Scaled)
 FD0385
 FD0385                          SUPERSEDED SURVEY CONTROL
 FD0385
 FD0385  NGVD 29 (??/??/92)  262.394  (m)          860.87   (f) ADJ UNCH    2 0
 FD0385
 FD0385.Superseded values are not recommended for survey control.
 FD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0385.See file dsdata.txt to determine how the superseded data were derived.
 FD0385
 FD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109114(NAD 83)
 FD0385_MARKER: DB = BENCH MARK DISK
 FD0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0385_STAMPING: V 224 1960
 FD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0385+STABILITY: SURFACE MOTION
 FD0385
 FD0385  HISTORY     - Date     Condition        Report By
 FD0385  HISTORY     - 1960     MONUMENTED       CGS
 FD0385
 FD0385                          STATION DESCRIPTION
 FD0385
 FD0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0385'7.1 MI SW FROM CORNERSVILLE.
 FD0385'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0385'HIGHWAY 31A FOR 4.45 MILES, THEN 2.65 MILES NORTH ON INTERSTATE
 FD0385'HIGHWAY 65.  THE BENCH MARK IS ABOUT 210 FT. EAST OF THE CENTER
 FD0385'OF INTERSTATE HIGHWAY 65, 89 FT. EAST OF THE CENTER OF A GATE
 FD0385'AND DRIVEWAY, 47 FT. SOUTH OF THE SOUTHWEST CORNER OF A HOUSE,
 FD0385'29 FT. SOUTHWEST OF A POWER LINE POLE, 1 FT. SOUTH OF A FENCE,
 FD0385'AND 2 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FD0385'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0463 ***********************************************************************
 FD0463  DESIGNATION -  V 225
 FD0463  PID         -  FD0463
 FD0463  STATE/COUNTY-  TN/GILES
 FD0463  USGS QUAD   -  ELKTON (1982)
 FD0463
 FD0463                         *CURRENT SURVEY CONTROL
 FD0463  ___________________________________________________________________
 FD0463* NAD 83(1986)-  35 01 25.     (N)    086 55 51.     (W)     SCALED    
 FD0463* NAVD 88     -       186.106  (meters)     610.58   (feet)  ADJUSTED  
 FD0463  ___________________________________________________________________
 FD0463  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD0463  DYNAMIC HT  -         185.930 (meters)     610.01  (feet)  COMP
 FD0463  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FD0463
 FD0463  VERT ORDER  -  SECOND    CLASS 0
 FD0463
 FD0463.The horizontal coordinates were scaled from a topographic map and have
 FD0463.an estimated accuracy of +/- 6 seconds.
 FD0463
 FD0463.The orthometric height was determined by differential leveling
 FD0463.and adjusted by the National Geodetic Survey in June 1991..
 FD0463
 FD0463.The geoid height was determined by GEOID03.
 FD0463
 FD0463.The dynamic height is computed by dividing the NAVD 88
 FD0463.geopotential number by the normal gravity value computed on the
 FD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0463.degrees latitude (g = 980.6199 gals.).
 FD0463
 FD0463.The modeled gravity was interpolated from observed gravity values.
 FD0463
 FD0463;                    North         East    Units  Estimated Accuracy
 FD0463;SPC TN       -    76,990.      515,050.      MT  (+/- 180 meters Scaled)
 FD0463
 FD0463                          SUPERSEDED SURVEY CONTROL
 FD0463
 FD0463  NGVD 29 (??/??/92)  186.068  (m)          610.46   (f) ADJ UNCH    2 0
 FD0463
 FD0463.Superseded values are not recommended for survey control.
 FD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0463.See file dsdata.txt to determine how the superseded data were derived.
 FD0463
 FD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED063756(NAD 83)
 FD0463_MARKER: DB = BENCH MARK DISK
 FD0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0463_STAMPING: V 225 1960
 FD0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0463+STABILITY: SURFACE MOTION
 FD0463
 FD0463  HISTORY     - Date     Condition        Report By
 FD0463  HISTORY     - 1960     MONUMENTED       CGS
 FD0463
 FD0463                          STATION DESCRIPTION
 FD0463
 FD0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0463'4.4 MI E FROM PROSPECT.
 FD0463'FROM THE POST OFFICE IN PROSPECT, GO EAST ON A PAVED ROAD FOR
 FD0463'1.35 MILES, THEN 1.25 MILES EAST ON A GRAVELED ROAD TO A Y
 FD0463'JUNCTION, THEN 1.8 MILES EAST ON A GRAVELED ROAD.  THE BENCH MARK
 FD0463'IS 32 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 28 FT. WEST OF
 FD0463'THE CENTER OF A GATE AND ROAD LEADING TO A BARN, 8 FT. NORTHEAST
 FD0463'OF A FENCE CORNER, AND 2 FT. NORTHEAST OF A WITNESS SIGN.  THE
 FD0463'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE--
 FD0463'THIS MARK IS 0.9 MILE NORTH ON A GRAVELED ROAD AND 0.2 MILE WEST ON
 FD0463'A PAVED ROAD FROM B.M. U 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0265 ***********************************************************************
 GC0265  DESIGNATION -  V 226
 GC0265  PID         -  GC0265
 GC0265  STATE/COUNTY-  TN/WILSON
 GC0265  USGS QUAD   -  LEBANON (1983)
 GC0265
 GC0265                         *CURRENT SURVEY CONTROL
 GC0265  ___________________________________________________________________
 GC0265* NAD 83(1986)-  36 11 07.     (N)    086 17 18.     (W)     SCALED    
 GC0265* NAVD 88     -       171.323  (meters)     562.08   (feet)  ADJUSTED  
 GC0265  ___________________________________________________________________
 GC0265  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0265  DYNAMIC HT  -         171.181 (meters)     561.62  (feet)  COMP
 GC0265  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GC0265
 GC0265  VERT ORDER  -  SECOND    CLASS 0
 GC0265
 GC0265.The horizontal coordinates were scaled from a topographic map and have
 GC0265.an estimated accuracy of +/- 6 seconds.
 GC0265
 GC0265.The orthometric height was determined by differential leveling
 GC0265.and adjusted by the National Geodetic Survey in June 1991..
 GC0265
 GC0265.The geoid height was determined by GEOID03.
 GC0265
 GC0265.The dynamic height is computed by dividing the NAVD 88
 GC0265.geopotential number by the normal gravity value computed on the
 GC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0265.degrees latitude (g = 980.6199 gals.).
 GC0265
 GC0265.The modeled gravity was interpolated from observed gravity values.
 GC0265
 GC0265;                    North         East    Units  Estimated Accuracy
 GC0265;SPC TN       -   205,510.      574,070.      MT  (+/- 180 meters Scaled)
 GC0265
 GC0265                          SUPERSEDED SURVEY CONTROL
 GC0265
 GC0265  NGVD 29 (??/??/92)  171.386  (m)          562.29   (f) ADJ UNCH    2 0
 GC0265
 GC0265.Superseded values are not recommended for survey control.
 GC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0265.See file dsdata.txt to determine how the superseded data were derived.
 GC0265
 GC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF639047(NAD 83)
 GC0265_MARKER: DB = BENCH MARK DISK
 GC0265_SETTING: 66 = SET IN ROCK OUTCROP
 GC0265_SP_SET: BEDROCK
 GC0265_STAMPING: V 226 1960
 GC0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0265+STABILITY: POSITION/ELEVATION WELL
 GC0265
 GC0265  HISTORY     - Date     Condition        Report By
 GC0265  HISTORY     - 1960     MONUMENTED       CGS
 GC0265  HISTORY     - 20010226 GOOD             TNDT
 GC0265
 GC0265                          STATION DESCRIPTION
 GC0265
 GC0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0265'2.8 MI S FROM LEBANON.
 GC0265'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0265'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 1.05 MILE WEST
 GC0265'ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF TATER PEELER
 GC0265'ROAD.  THE BENCH MARK IS ABOUT 400 FT. NORTHWEST OF THE CENTER
 GC0265'OF THE PROPOSED INTERSTATE HIGHWAY 40, 0.05 MILE SOUTH OF A SMALL
 GC0265'CREEK, 27 FT. SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 18 FT.
 GC0265'EAST OF THE CENTER OF THE T JUNCTION OF TATER PEELER ROAD AND
 GC0265'A DIM TRACK ROAD, 11 FT. WEST OF A FENCE, ABOUT 36 FT. SOUTH OF
 GC0265'AN OVERHEAD POWER LINE, AND ABOUT LEVEL WITH TATER PEELER ROAD.
 GC0265'THE BENCH MARK IS CEMENTED IN A DRILL HOLE IN A LARGE BED ROCK.
 GC0265
 GC0265                          STATION RECOVERY (2001)
 GC0265
 GC0265'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0103 ***********************************************************************
 FD0103  DESIGNATION -  V 228
 FD0103  PID         -  FD0103
 FD0103  STATE/COUNTY-  TN/RUTHERFORD
 FD0103  USGS QUAD   -  BEECHGROVE (1981)
 FD0103
 FD0103                         *CURRENT SURVEY CONTROL
 FD0103  ___________________________________________________________________
 FD0103* NAD 83(1986)-  35 38 11.     (N)    086 14 51.     (W)     SCALED    
 FD0103* NAVD 88     -       256.707  (meters)     842.21   (feet)  ADJUSTED  
 FD0103  ___________________________________________________________________
 FD0103  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0103  DYNAMIC HT  -         256.470 (meters)     841.44  (feet)  COMP
 FD0103  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FD0103
 FD0103  VERT ORDER  -  SECOND    CLASS 0
 FD0103
 FD0103.The horizontal coordinates were scaled from a topographic map and have
 FD0103.an estimated accuracy of +/- 6 seconds.
 FD0103
 FD0103.The orthometric height was determined by differential leveling
 FD0103.and adjusted by the National Geodetic Survey in June 1991..
 FD0103
 FD0103.The geoid height was determined by GEOID03.
 FD0103
 FD0103.The dynamic height is computed by dividing the NAVD 88
 FD0103.geopotential number by the normal gravity value computed on the
 FD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0103.degrees latitude (g = 980.6199 gals.).
 FD0103
 FD0103.The modeled gravity was interpolated from observed gravity values.
 FD0103
 FD0103;                    North         East    Units  Estimated Accuracy
 FD0103;SPC TN       -   144,600.      577,580.      MT  (+/- 180 meters Scaled)
 FD0103
 FD0103                          SUPERSEDED SURVEY CONTROL
 FD0103
 FD0103  NGVD 29 (??/??/92)  256.706  (m)          842.21   (f) ADJ UNCH    2 0
 FD0103
 FD0103.Superseded values are not recommended for survey control.
 FD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0103.See file dsdata.txt to determine how the superseded data were derived.
 FD0103
 FD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE681438(NAD 83)
 FD0103_MARKER: DB = BENCH MARK DISK
 FD0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0103_SP_SET: CULVERT
 FD0103_STAMPING: V 228 1960
 FD0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0103
 FD0103  HISTORY     - Date     Condition        Report By
 FD0103  HISTORY     - 1960     MONUMENTED       CGS
 FD0103
 FD0103                          STATION DESCRIPTION
 FD0103
 FD0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0103'0.8 MI NW FROM BEECH GROVE.
 FD0103'FROM THE POST OFFICE IN BEECH GROVE, GO 0.8 MILE NORTHWEST ON
 FD0103'U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE
 FD0103'BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END
 FD0103'OF THE SOUTH CONCRETE HEADWALL OF THE CONCRETE CULVERT, 79 FT.
 FD0103'SOUTH OF A DRIVEWAY TO A HOUSE, 21 FT. SOUTHWEST OF THE CENTER
 FD0103'OF U.S. HIGHWAY 41, AND ABOUT 1 FT. BELOW THE LEVEL OF THE
 FD0103'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0107 ***********************************************************************
 FD0107  DESIGNATION -  V 229
 FD0107  PID         -  FD0107
 FD0107  STATE/COUNTY-  TN/BEDFORD
 FD0107  USGS QUAD   -  WARTRACE (1980)
 FD0107
 FD0107                         *CURRENT SURVEY CONTROL
 FD0107  ___________________________________________________________________
 FD0107* NAD 83(1986)-  35 37 14.     (N)    086 15 05.     (W)     SCALED    
 FD0107* NAVD 88     -       283.226  (meters)     929.22   (feet)  ADJUSTED  
 FD0107  ___________________________________________________________________
 FD0107  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0107  DYNAMIC HT  -         282.966 (meters)     928.36  (feet)  COMP
 FD0107  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FD0107
 FD0107  VERT ORDER  -  SECOND    CLASS 0
 FD0107
 FD0107.The horizontal coordinates were scaled from a topographic map and have
 FD0107.an estimated accuracy of +/- 6 seconds.
 FD0107
 FD0107.The orthometric height was determined by differential leveling
 FD0107.and adjusted by the National Geodetic Survey in June 1991..
 FD0107
 FD0107.The geoid height was determined by GEOID03.
 FD0107
 FD0107.The dynamic height is computed by dividing the NAVD 88
 FD0107.geopotential number by the normal gravity value computed on the
 FD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0107.degrees latitude (g = 980.6199 gals.).
 FD0107
 FD0107.The modeled gravity was interpolated from observed gravity values.
 FD0107
 FD0107;                    North         East    Units  Estimated Accuracy
 FD0107;SPC TN       -   142,850.      577,230.      MT  (+/- 180 meters Scaled)
 FD0107
 FD0107                          SUPERSEDED SURVEY CONTROL
 FD0107
 FD0107  NGVD 29 (??/??/92)  283.225  (m)          929.21   (f) ADJ UNCH    2 0
 FD0107
 FD0107.Superseded values are not recommended for survey control.
 FD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0107.See file dsdata.txt to determine how the superseded data were derived.
 FD0107
 FD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE677421(NAD 83)
 FD0107_MARKER: DB = BENCH MARK DISK
 FD0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0107_STAMPING: V 229 1960
 FD0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0107+STABILITY: SURFACE MOTION
 FD0107
 FD0107  HISTORY     - Date     Condition        Report By
 FD0107  HISTORY     - 1960     MONUMENTED       CGS
 FD0107
 FD0107                          STATION DESCRIPTION
 FD0107
 FD0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0107'0.9 MI S FROM BEECH GROVE.
 FD0107'FROM THE POST OFFICE IN BEECH GROVE, GO 0.9 MILE SOUTH ON STATE
 FD0107'HIGHWAY 64.  THE BENCH MARK IS ABOUT 0.05 MILE SOUTH OF A FARM
 FD0107'HOUSE ON THE EAST SIDE OF THE HIGHWAY, 28 FT. EAST OF THE CENTER
 FD0107'OF STATE HIGHWAY 64, 20 FT. NORTH OF A POWER LINE POLE, 1.2 FT.
 FD0107'WEST OF A FENCE, AND 1.4 FT. EAST OF A WITNESS SIGN.  THE DISK
 FD0107'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT
 FD0107'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0157 ***********************************************************************
 GD0157  DESIGNATION -  V 23
 GD0157  PID         -  GD0157
 GD0157  STATE/COUNTY-  TN/HENRY
 GD0157  USGS QUAD   -  HENRY (1985)
 GD0157
 GD0157                         *CURRENT SURVEY CONTROL
 GD0157  ___________________________________________________________________
 GD0157* NAD 83(1986)-  36 12 15.     (N)    088 25 10.     (W)     SCALED    
 GD0157* NAVD 88     -       166.531  (meters)     546.36   (feet)  ADJUSTED  
 GD0157  ___________________________________________________________________
 GD0157  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0157  DYNAMIC HT  -         166.392 (meters)     545.90  (feet)  COMP
 GD0157  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GD0157
 GD0157  VERT ORDER  -  SECOND    CLASS 0
 GD0157
 GD0157.The horizontal coordinates were scaled from a topographic map and have
 GD0157.an estimated accuracy of +/- 6 seconds.
 GD0157
 GD0157.The orthometric height was determined by differential leveling
 GD0157.and adjusted by the National Geodetic Survey in June 1991..
 GD0157
 GD0157.The geoid height was determined by GEOID03.
 GD0157
 GD0157.The dynamic height is computed by dividing the NAVD 88
 GD0157.geopotential number by the normal gravity value computed on the
 GD0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0157.degrees latitude (g = 980.6199 gals.).
 GD0157
 GD0157.The modeled gravity was interpolated from observed gravity values.
 GD0157
 GD0157;                    North         East    Units  Estimated Accuracy
 GD0157;SPC TN       -   210,260.      382,450.      MT  (+/- 180 meters Scaled)
 GD0157
 GD0157                          SUPERSEDED SURVEY CONTROL
 GD0157
 GD0157  NGVD 29 (??/??/??)  166.571  (m)          546.49   (f) ADJUSTED    2 0
 GD0157
 GD0157.Superseded values are not recommended for survey control.
 GD0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0157.See file dsdata.txt to determine how the superseded data were derived.
 GD0157
 GD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF723075(NAD 83)
 GD0157_MARKER: DB = BENCH MARK DISK
 GD0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0157_STAMPING: V 23 1934 546.666
 GD0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0157+STABILITY: SURFACE MOTION
 GD0157
 GD0157  HISTORY     - Date     Condition        Report By
 GD0157  HISTORY     - 1934     MONUMENTED       CGS
 GD0157  HISTORY     - 1968     GOOD             CGS
 GD0157
 GD0157                          STATION DESCRIPTION
 GD0157
 GD0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0157'AT HENRY.
 GD0157'THE MARK IS IN A SMALL PARK IN THE CENTER OF HENRY.  IT IS 92.5
 GD0157'FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE BRICK STORE
 GD0157'BUILDING, 54.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 38
 GD0157'FEET EAST OF THE APPROXIMATE CENTER OF HENRY ROAD, 12.5 FEET
 GD0157'SOUTHWEST OF AN 18-INCH BLACK MAPLE TREE, AND 8 FEET EAST OF THE
 GD0157'EAST EDGE OF A CONCRETE SIDEWALK.  IT IS A STANDARD DISK SET IN
 GD0157'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD0157'DISK IS STAMPED V 23 1934 546.6669  DUE TO THE MARKS LOCATION
 GD0157'IN A LANDSCAPED AREA AND NEAR PAVED STREETS, NO WITNESS POST WAS
 GD0157'SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1787 ***********************************************************************
 GB1787  DESIGNATION -  V 230
 GB1787  PID         -  GB1787
 GB1787  STATE/COUNTY-  TN/PUTNAM
 GB1787  USGS QUAD   -  BAXTER (1981)
 GB1787
 GB1787                         *CURRENT SURVEY CONTROL
 GB1787  ___________________________________________________________________
 GB1787* NAD 83(1986)-  36 07 53.     (N)    085 39 37.     (W)     SCALED    
 GB1787* NAVD 88     -       321.449  (meters)    1054.62   (feet)  ADJUSTED  
 GB1787  ___________________________________________________________________
 GB1787  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1787  DYNAMIC HT  -         321.161 (meters)    1053.68  (feet)  COMP
 GB1787  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 GB1787
 GB1787  VERT ORDER  -  SECOND    CLASS 0
 GB1787
 GB1787.The horizontal coordinates were scaled from a topographic map and have
 GB1787.an estimated accuracy of +/- 6 seconds.
 GB1787
 GB1787.The orthometric height was determined by differential leveling
 GB1787.and adjusted by the National Geodetic Survey in June 1991..
 GB1787
 GB1787.The geoid height was determined by GEOID03.
 GB1787
 GB1787.The dynamic height is computed by dividing the NAVD 88
 GB1787.geopotential number by the normal gravity value computed on the
 GB1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1787.degrees latitude (g = 980.6199 gals.).
 GB1787
 GB1787.The modeled gravity was interpolated from observed gravity values.
 GB1787
 GB1787;                    North         East    Units  Estimated Accuracy
 GB1787;SPC TN       -   199,550.      630,580.      MT  (+/- 180 meters Scaled)
 GB1787
 GB1787                          SUPERSEDED SURVEY CONTROL
 GB1787
 GB1787  NGVD 29 (??/??/92)  321.511  (m)         1054.82   (f) ADJ UNCH    2 0
 GB1787
 GB1787.Superseded values are not recommended for survey control.
 GB1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1787.See file dsdata.txt to determine how the superseded data were derived.
 GB1787
 GB1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE205993(NAD 83)
 GB1787_MARKER: DB = BENCH MARK DISK
 GB1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1787_STAMPING: V 230 1960
 GB1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1787+STABILITY: SURFACE MOTION
 GB1787
 GB1787  HISTORY     - Date     Condition        Report By
 GB1787  HISTORY     - 1960     MONUMENTED       CGS
 GB1787
 GB1787                          STATION DESCRIPTION
 GB1787
 GB1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1787'2.8 MI SW FROM BAXTER.
 GB1787'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1787'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1787'0.5 MILE SOUTH ON A GRAVELED ROAD, THEN 1.4 MILES WEST ON
 GB1787'INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF A GRAVELED ROAD.
 GB1787'THE BENCH MARK IS SET BETWEEN THE EAST BOUND AND WEST BOUND
 GB1787'TRAFFIC LANES OF INTERSTATE HIGHWAY 40, 20 FT. NORTH OF THE
 GB1787'NORTH EDGE OF THE EAST BOUND TRAFFIC LANES, 12 FT. SOUTHWEST OF
 GB1787'A MAPLE TREE, AND 2.1 FT. NORTHEAST OF A WITNESS SIGN.  THE
 GB1787'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1787'SURFACE OF THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE
 GB1787'HIGHWAY.  NOTE-- THIS BENCH MARK IS 1.1 MILE NORTHEAST OF B.M.
 GB1787'U 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1640 ***********************************************************************
 GB1640  DESIGNATION -  V 231
 GB1640  PID         -  GB1640
 GB1640  STATE/COUNTY-  TN/CUMBERLAND
 GB1640  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1640
 GB1640                         *CURRENT SURVEY CONTROL
 GB1640  ___________________________________________________________________
 GB1640* NAD 83(1986)-  36 03 21.     (N)    085 11 28.     (W)     SCALED    
 GB1640* NAVD 88     -       604.560  (meters)    1983.46   (feet)  ADJUSTED  
 GB1640  ___________________________________________________________________
 GB1640  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GB1640  DYNAMIC HT  -         603.998 (meters)    1981.62  (feet)  COMP
 GB1640  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 GB1640
 GB1640  VERT ORDER  -  SECOND    CLASS 0
 GB1640
 GB1640.The horizontal coordinates were scaled from a topographic map and have
 GB1640.an estimated accuracy of +/- 6 seconds.
 GB1640
 GB1640.The orthometric height was determined by differential leveling
 GB1640.and adjusted by the National Geodetic Survey in June 1991..
 GB1640
 GB1640.The geoid height was determined by GEOID03.
 GB1640
 GB1640.The dynamic height is computed by dividing the NAVD 88
 GB1640.geopotential number by the normal gravity value computed on the
 GB1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1640.degrees latitude (g = 980.6199 gals.).
 GB1640
 GB1640.The modeled gravity was interpolated from observed gravity values.
 GB1640
 GB1640;                    North         East    Units  Estimated Accuracy
 GB1640;SPC TN       -   191,410.      672,880.      MT  (+/- 180 meters Scaled)
 GB1640
 GB1640                          SUPERSEDED SURVEY CONTROL
 GB1640
 GB1640  NGVD 29 (??/??/92)  604.584  (m)         1983.54   (f) ADJ UNCH    2 0
 GB1640
 GB1640.Superseded values are not recommended for survey control.
 GB1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1640.See file dsdata.txt to determine how the superseded data were derived.
 GB1640
 GB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE629916(NAD 83)
 GB1640_MARKER: DB = BENCH MARK DISK
 GB1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1640_STAMPING: V 231 1960
 GB1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1640+STABILITY: SURFACE MOTION
 GB1640
 GB1640  HISTORY     - Date     Condition        Report By
 GB1640  HISTORY     - 1960     MONUMENTED       CGS
 GB1640  HISTORY     - 1973     GOOD             NGS
 GB1640
 GB1640                          STATION DESCRIPTION
 GB1640
 GB1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1640'0.9 MI N FROM MAYLAND.
 GB1640'FROM THE POST OFFICE IN MAYLAND, GO 0.15 MILE NORTH ON A PAVED
 GB1640'ROAD, THEN 0.1 MILE WEST ON A GRAVELED ROAD, THEN 0.65 MILE NORTH
 GB1640'ON A GRAVELED ROAD.  THE BENCH MARK IS 115 FT. NORTHEAST OF THE
 GB1640'SOUTHEAST CORNER OF A FIELD, 26 FT. EAST OF THE CENTER OF THE
 GB1640'GRAVELED ROAD, 8.6 FT. SOUTHEAST OF A 12-INCH OAK TREE, AND 2.4 FT.
 GB1640'NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GB1640'POST PROJECTING 3 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1640'ROAD.
 GB1640
 GB1640                          STATION RECOVERY (1973)
 GB1640
 GB1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0905 ***********************************************************************
 FC0905  DESIGNATION -  V 232
 FC0905  PID         -  FC0905
 FC0905  STATE/COUNTY-  TN/ROANE
 FC0905  USGS QUAD   -  CARDIFF (1990)
 FC0905
 FC0905                         *CURRENT SURVEY CONTROL
 FC0905  ___________________________________________________________________
 FC0905* NAD 83(1986)-  35 53 06.     (N)    084 41 18.     (W)     SCALED    
 FC0905* NAVD 88     -       418.471  (meters)    1372.93   (feet)  ADJUSTED  
 FC0905  ___________________________________________________________________
 FC0905  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FC0905  DYNAMIC HT  -         418.082 (meters)    1371.66  (feet)  COMP
 FC0905  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FC0905
 FC0905  VERT ORDER  -  SECOND    CLASS 0
 FC0905
 FC0905.The horizontal coordinates were scaled from a topographic map and have
 FC0905.an estimated accuracy of +/- 6 seconds.
 FC0905
 FC0905.The orthometric height was determined by differential leveling
 FC0905.and adjusted by the National Geodetic Survey in June 1991..
 FC0905
 FC0905.The geoid height was determined by GEOID03.
 FC0905
 FC0905.The dynamic height is computed by dividing the NAVD 88
 FC0905.geopotential number by the normal gravity value computed on the
 FC0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0905.degrees latitude (g = 980.6199 gals.).
 FC0905
 FC0905.The modeled gravity was interpolated from observed gravity values.
 FC0905
 FC0905;                    North         East    Units  Estimated Accuracy
 FC0905;SPC TN       -   172,950.      718,430.      MT  (+/- 180 meters Scaled)
 FC0905
 FC0905                          SUPERSEDED SURVEY CONTROL
 FC0905
 FC0905  NGVD 29 (??/??/92)  418.572  (m)         1373.27   (f) ADJ UNCH    2 0
 FC0905
 FC0905.Superseded values are not recommended for survey control.
 FC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0905.See file dsdata.txt to determine how the superseded data were derived.
 FC0905
 FC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE086736(NAD 83)
 FC0905_MARKER: DB = BENCH MARK DISK
 FC0905_SETTING: 66 = SET IN ROCK OUTCROP
 FC0905_SP_SET: BEDROCK
 FC0905_STAMPING: V 232 1960
 FC0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0905+STABILITY: POSITION/ELEVATION WELL
 FC0905
 FC0905  HISTORY     - Date     Condition        Report By
 FC0905  HISTORY     - 1960     MONUMENTED       CGS
 FC0905  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0905
 FC0905                          STATION DESCRIPTION
 FC0905
 FC0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0905'3 MI N FROM ROCKWOOD.
 FC0905'FROM THE POST OFFICE IN ROCKWOOD, GO 0.4 MILE EAST ON SPRING ST.,
 FC0905'THEN 0.8 MILE NORTHEAST ON ROCKWOOD ST., THEN 1.65 MILES
 FC0905'WESTERLY ON A GRAVELED ROAD JUST BEFORE REACHING A SHARP CURVE.
 FC0905'THE BENCH MARK IS 40 FT. NORTHEAST OF THE CENTER OF A TRACK
 FC0905'ROAD, 15 FT. SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, AND
 FC0905'8 FT. NORTHEAST OF A WITNESS SIGN NAILED TO A TREE.  THE DISK IS
 FC0905'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 3 FT.
 FC0905'ABOVE THE LEVEL OF THE ROAD.
 FC0905
 FC0905                          STATION RECOVERY (1972)
 FC0905
 FC0905'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0204 ***********************************************************************
 FC0204  DESIGNATION -  V 233
 FC0204  PID         -  FC0204
 FC0204  STATE/COUNTY-  TN/ROANE
 FC0204  USGS QUAD   -  BETHEL VALLEY (1989)
 FC0204
 FC0204                         *CURRENT SURVEY CONTROL
 FC0204  ___________________________________________________________________
 FC0204* NAD 83(1986)-  35 52 42.     (N)    084 19 59.     (W)     SCALED    
 FC0204* NAVD 88     -       246.497  (meters)     808.72   (feet)  ADJUSTED  
 FC0204  ___________________________________________________________________
 FC0204  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0204  DYNAMIC HT  -         246.264 (meters)     807.95  (feet)  COMP
 FC0204  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FC0204
 FC0204  VERT ORDER  -  SECOND    CLASS 0
 FC0204
 FC0204.The horizontal coordinates were scaled from a topographic map and have
 FC0204.an estimated accuracy of +/- 6 seconds.
 FC0204
 FC0204.The orthometric height was determined by differential leveling
 FC0204.and adjusted by the National Geodetic Survey in June 1991..
 FC0204
 FC0204.The geoid height was determined by GEOID03.
 FC0204
 FC0204.The dynamic height is computed by dividing the NAVD 88
 FC0204.geopotential number by the normal gravity value computed on the
 FC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0204.degrees latitude (g = 980.6199 gals.).
 FC0204
 FC0204.The modeled gravity was interpolated from observed gravity values.
 FC0204
 FC0204;                    North         East    Units  Estimated Accuracy
 FC0204;SPC TN       -   172,700.      750,510.      MT  (+/- 180 meters Scaled)
 FC0204
 FC0204                          SUPERSEDED SURVEY CONTROL
 FC0204
 FC0204  NGVD 29 (??/??/92)  246.608  (m)          809.08   (f) ADJ UNCH    2 0
 FC0204
 FC0204.Superseded values are not recommended for survey control.
 FC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0204.See file dsdata.txt to determine how the superseded data were derived.
 FC0204
 FC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE407737(NAD 83)
 FC0204_MARKER: DB = BENCH MARK DISK
 FC0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0204_SP_SET: OVERPASS
 FC0204_STAMPING: V 233 1960
 FC0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0204
 FC0204  HISTORY     - Date     Condition        Report By
 FC0204  HISTORY     - 1960     MONUMENTED       CGS
 FC0204
 FC0204                          STATION DESCRIPTION
 FC0204
 FC0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0204'7.8 MI NW FROM EATON CROSSROADS.
 FC0204'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0204'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0204'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0204'4.6 MILES WEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS.  THE BENCH
 FC0204'MARK IS 24 FT. SOUTHEAST OF THE CENTER OF THE EAST BOUND TRAFFIC
 FC0204'LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0204'SOUTHEAST WINGWALL AT THE EAST END OF THE OVERPASS AND IS ABOUT 1
 FC0204'FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2115 ***********************************************************************
 FB2115  DESIGNATION -  V 234
 FB2115  PID         -  FB2115
 FB2115  STATE/COUNTY-  TN/KNOX
 FB2115  USGS QUAD   -  KNOXVILLE (1978)
 FB2115
 FB2115                         *CURRENT SURVEY CONTROL
 FB2115  ___________________________________________________________________
 FB2115* NAD 83(1986)-  35 59 21.     (N)    083 58 22.     (W)     SCALED    
 FB2115* NAVD 88     -       321.078  (meters)    1053.40   (feet)  ADJUSTED  
 FB2115  ___________________________________________________________________
 FB2115  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2115  DYNAMIC HT  -         320.779 (meters)    1052.42  (feet)  COMP
 FB2115  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FB2115
 FB2115  VERT ORDER  -  SECOND    CLASS 0
 FB2115
 FB2115.The horizontal coordinates were scaled from a topographic map and have
 FB2115.an estimated accuracy of +/- 6 seconds.
 FB2115
 FB2115.The orthometric height was determined by differential leveling
 FB2115.and adjusted by the National Geodetic Survey in June 1991..
 FB2115
 FB2115.The geoid height was determined by GEOID03.
 FB2115
 FB2115.The dynamic height is computed by dividing the NAVD 88
 FB2115.geopotential number by the normal gravity value computed on the
 FB2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2115.degrees latitude (g = 980.6199 gals.).
 FB2115
 FB2115.The modeled gravity was interpolated from observed gravity values.
 FB2115
 FB2115;                    North         East    Units  Estimated Accuracy
 FB2115;SPC TN       -   185,610.      782,790.      MT  (+/- 180 meters Scaled)
 FB2115
 FB2115                          SUPERSEDED SURVEY CONTROL
 FB2115
 FB2115  NGVD 29 (??/??/92)  321.208  (m)         1053.83   (f) ADJ UNCH    2 0
 FB2115
 FB2115.Superseded values are not recommended for survey control.
 FB2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2115.See file dsdata.txt to determine how the superseded data were derived.
 FB2115
 FB2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319868(NAD 83)
 FB2115_MARKER: DB = BENCH MARK DISK
 FB2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2115_STAMPING: V 234 1961
 FB2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2115+STABILITY: SURFACE MOTION
 FB2115
 FB2115  HISTORY     - Date     Condition        Report By
 FB2115  HISTORY     - 1961     MONUMENTED       CGS
 FB2115  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2115
 FB2115                          STATION DESCRIPTION
 FB2115
 FB2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2115'IN KNOXVILLE.
 FB2115'THIS BENCH MARK IS 160 FT. NORTH OF THE CENTER OF THE INTERSECTION
 FB2115'OF WILSON RD. AND STROLLING RD. IN NORTHWEST KNOXVILLE, 112 FT.
 FB2115'NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A
 FB2115'HOUSE AT 4201 STROLLING RD., 21 FT. EAST OF THE CENTER OF
 FB2115'WILSON RD., 1.5 FT. SOUTH OF A POWER LINE POLE WITH A TRANSFORMER
 FB2115'(18), AND 1.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 FB2115'TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL
 FB2115'WITH WILSON RD.
 FB2115
 FB2115                          STATION RECOVERY (1982)
 FB2115
 FB2115'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2431 ***********************************************************************
 GA2431  DESIGNATION -  V 236
 GA2431  PID         -  GA2431
 GA2431  STATE/COUNTY-  TN/KNOX
 GA2431  USGS QUAD   -  JOHN SEVIER (1992)
 GA2431
 GA2431                         *CURRENT SURVEY CONTROL
 GA2431  ___________________________________________________________________
 GA2431* NAD 83(1986)-  36 00 09.     (N)    083 46 00.     (W)     SCALED    
 GA2431* NAVD 88     -       285.248  (meters)     935.85   (feet)  ADJUSTED  
 GA2431  ___________________________________________________________________
 GA2431  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2431  DYNAMIC HT  -         284.986 (meters)     934.99  (feet)  COMP
 GA2431  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 GA2431
 GA2431  VERT ORDER  -  SECOND    CLASS 0
 GA2431
 GA2431.The horizontal coordinates were scaled from a topographic map and have
 GA2431.an estimated accuracy of +/- 6 seconds.
 GA2431
 GA2431.The orthometric height was determined by differential leveling
 GA2431.and adjusted by the National Geodetic Survey in June 1991..
 GA2431
 GA2431.The geoid height was determined by GEOID03.
 GA2431
 GA2431.The dynamic height is computed by dividing the NAVD 88
 GA2431.geopotential number by the normal gravity value computed on the
 GA2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2431.degrees latitude (g = 980.6199 gals.).
 GA2431
 GA2431.The modeled gravity was interpolated from observed gravity values.
 GA2431
 GA2431;                    North         East    Units  Estimated Accuracy
 GA2431;SPC TN       -   187,490.      801,330.      MT  (+/- 180 meters Scaled)
 GA2431
 GA2431                          SUPERSEDED SURVEY CONTROL
 GA2431
 GA2431  NGVD 29 (??/??/92)  285.390  (m)          936.32   (f) ADJ UNCH    2 0
 GA2431
 GA2431.Superseded values are not recommended for survey control.
 GA2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2431.See file dsdata.txt to determine how the superseded data were derived.
 GA2431
 GA2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV506877(NAD 83)
 GA2431_MARKER: DB = BENCH MARK DISK
 GA2431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2431_SP_SET: CULVERT
 GA2431_STAMPING: V 236 1961
 GA2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2431
 GA2431  HISTORY     - Date     Condition        Report By
 GA2431  HISTORY     - 1961     MONUMENTED       CGS
 GA2431
 GA2431                          STATION DESCRIPTION
 GA2431
 GA2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2431'5.2 MI E FROM KNOXVILLE.
 GA2431'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO
 GA2431'1.35 MILES EAST ON U.S. HIGHWAY 70, 25W, AND 11E, THEN 0.6
 GA2431'MILE SOUTH ON HOLSTON RIVER ROAD, THEN 3.3 MILES EAST ON INTERSTATE
 GA2431'HIGHWAY 40 TO THE INTERSECTION OF HUCKLEBERRY SPRINGS ROAD.  THE
 GA2431'BENCH MARK IS ABOUT 500 FT. SOUTH OF INTERSTATE HIGHWAY 40, AND
 GA2431'11 FT. WEST OF THE CENTER OF HUCKLEBERRY SPRINGS ROAD.  THE DISK
 GA2431'IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTH END OF THE WEST
 GA2431'CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT UNDER HUCKLEBERRY
 GA2431'SPRINGS ROAD, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2007 ***********************************************************************
 GA2007  DESIGNATION -  V 237
 GA2007  PID         -  GA2007
 GA2007  STATE/COUNTY-  TN/JEFFERSON
 GA2007  USGS QUAD   -  WHITE PINE (1961)
 GA2007
 GA2007                         *CURRENT SURVEY CONTROL
 GA2007  ___________________________________________________________________
 GA2007* NAD 83(1986)-  36 03 23.     (N)    083 22 03.     (W)     SCALED    
 GA2007* NAVD 88     -       376.099  (meters)    1233.92   (feet)  ADJUSTED  
 GA2007  ___________________________________________________________________
 GA2007  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2007  DYNAMIC HT  -         375.748 (meters)    1232.77  (feet)  COMP
 GA2007  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 GA2007
 GA2007  VERT ORDER  -  SECOND    CLASS 0
 GA2007
 GA2007.The horizontal coordinates were scaled from a topographic map and have
 GA2007.an estimated accuracy of +/- 6 seconds.
 GA2007
 GA2007.The orthometric height was determined by differential leveling
 GA2007.and adjusted by the National Geodetic Survey in June 1991..
 GA2007
 GA2007.The geoid height was determined by GEOID03.
 GA2007
 GA2007.The dynamic height is computed by dividing the NAVD 88
 GA2007.geopotential number by the normal gravity value computed on the
 GA2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2007.degrees latitude (g = 980.6199 gals.).
 GA2007
 GA2007.The modeled gravity was interpolated from observed gravity values.
 GA2007
 GA2007;                    North         East    Units  Estimated Accuracy
 GA2007;SPC TN       -   194,360.      837,150.      MT  (+/- 180 meters Scaled)
 GA2007
 GA2007                          SUPERSEDED SURVEY CONTROL
 GA2007
 GA2007  NGVD 29 (??/??/92)  376.256  (m)         1234.43   (f) ADJ UNCH    2 0
 GA2007
 GA2007.Superseded values are not recommended for survey control.
 GA2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2007.See file dsdata.txt to determine how the superseded data were derived.
 GA2007
 GA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV867927(NAD 83)
 GA2007_MARKER: DB = BENCH MARK DISK
 GA2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2007_SP_SET: CULVERT
 GA2007_STAMPING: V 237 1961
 GA2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2007
 GA2007  HISTORY     - Date     Condition        Report By
 GA2007  HISTORY     - 1961     MONUMENTED       CGS
 GA2007
 GA2007                          STATION DESCRIPTION
 GA2007
 GA2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2007'13.7 MI NW FROM NEWPORT.
 GA2007'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2007'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 9.2 MILES
 GA2007'NORTHWEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 1.6 MILES
 GA2007'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 GA2007'HIGHWAY 66A.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GA2007'NORTHEAST CORNER OF A 4 BY 4 CONCRETE CULVERT DRAIN BETWEEN THE
 GA2007'TWO TRAFFIC LANES AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1388 ***********************************************************************
 FB1388  DESIGNATION -  V 238
 FB1388  PID         -  FB1388
 FB1388  STATE/COUNTY-  TN/COCKE
 FB1388  USGS QUAD   -  NEWPORT (1992)
 FB1388
 FB1388                         *CURRENT SURVEY CONTROL
 FB1388  ___________________________________________________________________
 FB1388* NAD 83(1986)-  35 57 39.     (N)    083 12 58.     (W)     SCALED    
 FB1388* NAVD 88     -       343.416  (meters)    1126.69   (feet)  ADJUSTED  
 FB1388  ___________________________________________________________________
 FB1388  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1388  DYNAMIC HT  -         343.091 (meters)    1125.62  (feet)  COMP
 FB1388  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 FB1388
 FB1388  VERT ORDER  -  SECOND    CLASS 0
 FB1388
 FB1388.The horizontal coordinates were scaled from a topographic map and have
 FB1388.an estimated accuracy of +/- 6 seconds.
 FB1388
 FB1388.The orthometric height was determined by differential leveling
 FB1388.and adjusted by the National Geodetic Survey in June 1991..
 FB1388
 FB1388.The geoid height was determined by GEOID03.
 FB1388
 FB1388.The dynamic height is computed by dividing the NAVD 88
 FB1388.geopotential number by the normal gravity value computed on the
 FB1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1388.degrees latitude (g = 980.6199 gals.).
 FB1388
 FB1388.The modeled gravity was interpolated from observed gravity values.
 FB1388
 FB1388;                    North         East    Units  Estimated Accuracy
 FB1388;SPC TN       -   184,140.      851,080.      MT  (+/- 180 meters Scaled)
 FB1388
 FB1388                          SUPERSEDED SURVEY CONTROL
 FB1388
 FB1388  NGVD 29 (??/??/92)  343.584  (m)         1127.24   (f) ADJ UNCH    2 0
 FB1388
 FB1388.Superseded values are not recommended for survey control.
 FB1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1388.See file dsdata.txt to determine how the superseded data were derived.
 FB1388
 FB1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV001818(NAD 83)
 FB1388_MARKER: DB = BENCH MARK DISK
 FB1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1388_STAMPING: V 238 1961
 FB1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1388+STABILITY: SURFACE MOTION
 FB1388
 FB1388  HISTORY     - Date     Condition        Report By
 FB1388  HISTORY     - 1961     MONUMENTED       CGS
 FB1388
 FB1388                          STATION DESCRIPTION
 FB1388
 FB1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1388'2.5 MI SW FROM NEWPORT.
 FB1388'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE HIGHWAY
 FB1388'32 IN THE WEST SECTION OF NEWPORT, GO 1.3 MILES SOUTH ON STATE
 FB1388'HIGHWAY 32 TO A SIGN CAVE CHURCH AND A PAVED ROAD LEADING
 FB1388'NORTHWEST.  THEN GO 1.2 MILES NORTHWEST ON THE PAVED ROAD TO A
 FB1388'SHARP CURVE AND A HOUSE ON THE LEFT.  THE BENCH MARK IS 21 FT.
 FB1388'WEST OF THE CENTER OF THE PAVED ROAD, 9 FT. SOUTH OF THE CENTER
 FB1388'OF THE PRIVATE DRIVE LEADING TO A HOUSE, 3.3 FT. SOUTHEAST OF THE
 FB1388'SOUTH GATE POST FOR PRIVATE DRIVE, AND 1.8 FT. WEST OF A WITNESS
 FB1388'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FB1388'INCHES AND IS ABOUT LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1406 ***********************************************************************
 FB1406  DESIGNATION -  V 239
 FB1406  PID         -  FB1406
 FB1406  STATE/COUNTY-  TN/COCKE
 FB1406  USGS QUAD   -  HARTFORD (1968)
 FB1406
 FB1406                         *CURRENT SURVEY CONTROL
 FB1406  ___________________________________________________________________
 FB1406* NAD 83(1986)-  35 50 18.     (N)    083 10 35.     (W)     SCALED    
 FB1406* NAVD 88     -       366.664  (meters)    1202.96   (feet)  ADJUSTED  
 FB1406  ___________________________________________________________________
 FB1406  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB1406  DYNAMIC HT  -         366.309 (meters)    1201.80  (feet)  COMP
 FB1406  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 FB1406
 FB1406  VERT ORDER  -  SECOND    CLASS 0
 FB1406
 FB1406.The horizontal coordinates were scaled from a topographic map and have
 FB1406.an estimated accuracy of +/- 6 seconds.
 FB1406
 FB1406.The orthometric height was determined by differential leveling
 FB1406.and adjusted by the National Geodetic Survey in June 1991..
 FB1406
 FB1406.The geoid height was determined by GEOID03.
 FB1406
 FB1406.The dynamic height is computed by dividing the NAVD 88
 FB1406.geopotential number by the normal gravity value computed on the
 FB1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1406.degrees latitude (g = 980.6199 gals.).
 FB1406
 FB1406.The modeled gravity was interpolated from observed gravity values.
 FB1406
 FB1406;                    North         East    Units  Estimated Accuracy
 FB1406;SPC TN       -   170,660.      855,060.      MT  (+/- 180 meters Scaled)
 FB1406
 FB1406                          SUPERSEDED SURVEY CONTROL
 FB1406
 FB1406  NGVD 29 (??/??/92)  366.814  (m)         1203.46   (f) ADJ UNCH    2 0
 FB1406
 FB1406.Superseded values are not recommended for survey control.
 FB1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1406.See file dsdata.txt to determine how the superseded data were derived.
 FB1406
 FB1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV034682(NAD 83)
 FB1406_MARKER: DB = BENCH MARK DISK
 FB1406_SETTING: 66 = SET IN ROCK OUTCROP
 FB1406_SP_SET: BEDROCK
 FB1406_STAMPING: V 239 1961
 FB1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1406+STABILITY: POSITION/ELEVATION WELL
 FB1406
 FB1406  HISTORY     - Date     Condition        Report By
 FB1406  HISTORY     - 1961     MONUMENTED       CGS
 FB1406
 FB1406                          STATION DESCRIPTION
 FB1406
 FB1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1406'3.8 MI NW FROM HARTFORD.
 FB1406'FROM THE POST OFFICE IN HARTFORD, GO 3.75 MILES NORTHWEST ON
 FB1406'PIGEON RIVER ROAD.  THE BENCH MARK IS ABOUT 100 FT. SOUTHWEST
 FB1406'OF A SMALL CUT, 24 FT. NORTHEAST OF THE CENTER OF PIGEON RIVER
 FB1406'ROAD, AND 4.5 FT. SOUTH OF A WITNESS SIGN NAILED TO A TREE.  THE
 FB1406'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 FB1406'ABOUT 6 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1661 ***********************************************************************
 GC1661  DESIGNATION -  V 24
 GC1661  PID         -  GC1661
 GC1661  STATE/COUNTY-  TN/HOUSTON
 GC1661  USGS QUAD   -  ERIN (1981)
 GC1661
 GC1661                         *CURRENT SURVEY CONTROL
 GC1661  ___________________________________________________________________
 GC1661* NAD 83(1986)-  36 19 02.     (N)    087 41 42.     (W)     SCALED    
 GC1661* NAVD 88     -       133.808  (meters)     439.00   (feet)  ADJUSTED  
 GC1661  ___________________________________________________________________
 GC1661  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC1661  DYNAMIC HT  -         133.696 (meters)     438.63  (feet)  COMP
 GC1661  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 GC1661
 GC1661  VERT ORDER  -  SECOND    CLASS 0
 GC1661
 GC1661.The horizontal coordinates were scaled from a topographic map and have
 GC1661.an estimated accuracy of +/- 6 seconds.
 GC1661
 GC1661.The orthometric height was determined by differential leveling
 GC1661.and adjusted by the National Geodetic Survey in June 1991..
 GC1661
 GC1661.The geoid height was determined by GEOID03.
 GC1661
 GC1661.The dynamic height is computed by dividing the NAVD 88
 GC1661.geopotential number by the normal gravity value computed on the
 GC1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1661.degrees latitude (g = 980.6199 gals.).
 GC1661
 GC1661.The modeled gravity was interpolated from observed gravity values.
 GC1661
 GC1661;                    North         East    Units  Estimated Accuracy
 GC1661;SPC TN       -   221,430.      447,800.      MT  (+/- 180 meters Scaled)
 GC1661
 GC1661                          SUPERSEDED SURVEY CONTROL
 GC1661
 GC1661  NGVD 29 (??/??/92)  133.850  (m)          439.14   (f) ADJ UNCH    2 0
 GC1661
 GC1661.Superseded values are not recommended for survey control.
 GC1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1661.See file dsdata.txt to determine how the superseded data were derived.
 GC1661
 GC1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF376193(NAD 83)
 GC1661_MARKER: DB = BENCH MARK DISK
 GC1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1661_STAMPING: 439.379 V 24 1934
 GC1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1661+STABILITY: SURFACE MOTION
 GC1661
 GC1661  HISTORY     - Date     Condition        Report By
 GC1661  HISTORY     - 1934     MONUMENTED       CGS
 GC1661  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1661
 GC1661                          STATION DESCRIPTION
 GC1661
 GC1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1661'AT ERIN.
 GC1661'AT ERIN, HOUSTON COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 GC1661'AT THE SOUTHEAST CORNER OF A PARK AT THE REAR OF THE STATION, 32
 GC1661'YARDS NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 4 YARDS
 GC1661'WEST OF A CURB.  A STANDARD DISK, STAMPED 439.379 V 24 1934 AND
 GC1661'SET IN THE TOP OF A CONCRETE POST.
 GC1661
 GC1661                          STATION RECOVERY (1987)
 GC1661
 GC1661'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1043 ***********************************************************************
 GA1043  DESIGNATION -  V 240
 GA1043  PID         -  GA1043
 GA1043  STATE/COUNTY-  TN/GREENE
 GA1043  USGS QUAD   -  MC CLOUD (1961)
 GA1043
 GA1043                         *CURRENT SURVEY CONTROL
 GA1043  ___________________________________________________________________
 GA1043* NAD 83(1986)-  36 17 03.     (N)    082 54 06.     (W)     SCALED    
 GA1043* NAVD 88     -       370.294  (meters)    1214.87   (feet)  ADJUSTED  
 GA1043  ___________________________________________________________________
 GA1043  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1043  DYNAMIC HT  -         369.952 (meters)    1213.75  (feet)  COMP
 GA1043  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 GA1043
 GA1043  VERT ORDER  -  SECOND    CLASS 0
 GA1043
 GA1043.The horizontal coordinates were scaled from a topographic map and have
 GA1043.an estimated accuracy of +/- 6 seconds.
 GA1043
 GA1043.The orthometric height was determined by differential leveling
 GA1043.and adjusted by the National Geodetic Survey in June 1991..
 GA1043
 GA1043.The geoid height was determined by GEOID03.
 GA1043
 GA1043.The dynamic height is computed by dividing the NAVD 88
 GA1043.geopotential number by the normal gravity value computed on the
 GA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1043.degrees latitude (g = 980.6199 gals.).
 GA1043
 GA1043.The modeled gravity was interpolated from observed gravity values.
 GA1043
 GA1043;                    North         East    Units  Estimated Accuracy
 GA1043;SPC TN       -   220,850.      878,300.      MT  (+/- 180 meters Scaled)
 GA1043
 GA1043                          SUPERSEDED SURVEY CONTROL
 GA1043
 GA1043  NGVD 29 (??/??/92)  370.441  (m)         1215.36   (f) ADJ UNCH    2 0
 GA1043
 GA1043.Superseded values are not recommended for survey control.
 GA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1043.See file dsdata.txt to determine how the superseded data were derived.
 GA1043
 GA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA292171(NAD 83)
 GA1043_MARKER: DB = BENCH MARK DISK
 GA1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1043_STAMPING: V 240 1961
 GA1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1043+STABILITY: SURFACE MOTION
 GA1043
 GA1043  HISTORY     - Date     Condition        Report By
 GA1043  HISTORY     - 1961     MONUMENTED       CGS
 GA1043  HISTORY     - 1980     GOOD             NGS
 GA1043
 GA1043                          STATION DESCRIPTION
 GA1043
 GA1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1043'3.6 MI SE FROM ROMEO.
 GA1043'FROM THE JUNCTION OF STATE HIGHWAY 70 AND BAILEYTON ROAD IN
 GA1043'ROMEO, GO 0.8 MILE SOUTH ON STATE HIGHWAY 70 TO A Y JUNCTION,
 GA1043'THEN GO 0.6 MILE NORTH AND EAST ON A GRAVELED ROAD TO A T JUNCTION,
 GA1043'TURN RIGHT AND GO SOUTHERLY FOR 1.7 MILE TO A HOUSE ON THE LEFT
 GA1043'AND A PRIVATE DRIVE, TURN LEFT ON PRIVATE DRIVE AND GO NORTH FOR
 GA1043'0.3 MILE TO A DIM WOODS ROAD, CONTINUE NORTH ON THE DIM WOODS FOR
 GA1043'0.3 MILE TO THE EDGE OF THE WOODS AND A WIRE FENCE AT THE SOUTH
 GA1043'EDGE OF A FIELD.  THE BENCH MARK IS 11 FT. WEST OF A 12-INCH
 GA1043'BLACK OAK TREE IN FENCE LINE, 7.5 FT. EAST OF THE CENTER OF WOODS
 GA1043'ROAD, 1.7 FT. SOUTH OF THE FENCE, AND 2.2 FT. WEST OF A WITNESS
 GA1043'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 GA1043'INCHES.  NOTE-- TO REACH BENCH MARK W 240 FROM THIS POINT GO 0.7
 GA1043'MILE NORTHEAST TO A GRAVELED ROAD.
 GA1043
 GA1043                          STATION RECOVERY (1980)
 GA1043
 GA1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1043'IT IS 45 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST AND FENCE CORNER,
 GA1043'29 FEET SOUTHEAST OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE
 GA1043'HIGHWAY 81 AND HAS 2 IRON PINS DRIVEN IN BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1087 ***********************************************************************
 GA1087  DESIGNATION -  V 241
 GA1087  PID         -  GA1087
 GA1087  STATE/COUNTY-  TN/WASHINGTON
 GA1087  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1087
 GA1087                         *CURRENT SURVEY CONTROL
 GA1087  ___________________________________________________________________
 GA1087* NAD 83(1986)-  36 24 52.     (N)    082 35 27.     (W)     SCALED    
 GA1087* NAVD 88     -       534.231  (meters)    1752.72   (feet)  ADJUSTED  
 GA1087  ___________________________________________________________________
 GA1087  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1087  DYNAMIC HT  -         533.733 (meters)    1751.09  (feet)  COMP
 GA1087  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 GA1087
 GA1087  VERT ORDER  -  SECOND    CLASS 0
 GA1087
 GA1087.The horizontal coordinates were scaled from a topographic map and have
 GA1087.an estimated accuracy of +/- 6 seconds.
 GA1087
 GA1087.The orthometric height was determined by differential leveling
 GA1087.and adjusted by the National Geodetic Survey in June 1991..
 GA1087
 GA1087.The geoid height was determined by GEOID03.
 GA1087
 GA1087.The dynamic height is computed by dividing the NAVD 88
 GA1087.geopotential number by the normal gravity value computed on the
 GA1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1087.degrees latitude (g = 980.6199 gals.).
 GA1087
 GA1087.The modeled gravity was interpolated from observed gravity values.
 GA1087
 GA1087;                    North         East    Units  Estimated Accuracy
 GA1087;SPC TN       -   236,230.      905,710.      MT  (+/- 180 meters Scaled)
 GA1087
 GA1087                          SUPERSEDED SURVEY CONTROL
 GA1087
 GA1087  NGVD 29 (??/??/92)  534.368  (m)         1753.17   (f) ADJ UNCH    2 0
 GA1087
 GA1087.Superseded values are not recommended for survey control.
 GA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1087.See file dsdata.txt to determine how the superseded data were derived.
 GA1087
 GA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA573310(NAD 83)
 GA1087_MARKER: DB = BENCH MARK DISK
 GA1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1087_STAMPING: V 241 1961
 GA1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1087+STABILITY: SURFACE MOTION
 GA1087
 GA1087  HISTORY     - Date     Condition        Report By
 GA1087  HISTORY     - 1961     MONUMENTED       CGS
 GA1087
 GA1087                          STATION DESCRIPTION
 GA1087
 GA1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1087'2.1 MI E FROM FALL BRANCH.
 GA1087'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1087'STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 1.6 MILE EAST ON A
 GA1087'PAVED ROAD TO A HOUSE ON THE LEFT.  THE BENCH MARK IS LOCATED
 GA1087'ON THE PROPERTY OF MR. CANIE EDWARDS, 41 FT. SOUTHWEST OF THE
 GA1087'SOUTHWEST CORNER OF THE HOUSE, 33 FT. NORTHWEST OF THE CENTER
 GA1087'OF PAVED ROAD, 2.3 FT. SOUTHWEST OF A FENCE, AND 1.4 FT. NORTHWEST
 GA1087'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA1087'PROJECTING 3 INCHES AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE
 GA1087'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0948 ***********************************************************************
 FC0948  DESIGNATION -  V 242
 FC0948  PID         -  FC0948
 FC0948  STATE/COUNTY-  TN/MCMINN
 FC0948  USGS QUAD   -  NIOTA (1990)
 FC0948
 FC0948                         *CURRENT SURVEY CONTROL
 FC0948  ___________________________________________________________________
 FC0948* NAD 83(1986)-  35 30 42.     (N)    084 36 18.     (W)     SCALED    
 FC0948* NAVD 88     -       258.984  (meters)     849.68   (feet)  ADJUSTED  
 FC0948  ___________________________________________________________________
 FC0948  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FC0948  DYNAMIC HT  -         258.729 (meters)     848.85  (feet)  COMP
 FC0948  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC0948
 FC0948  VERT ORDER  -  SECOND    CLASS 0
 FC0948
 FC0948.The horizontal coordinates were scaled from a topographic map and have
 FC0948.an estimated accuracy of +/- 6 seconds.
 FC0948
 FC0948.The orthometric height was determined by differential leveling
 FC0948.and adjusted by the National Geodetic Survey in June 1991..
 FC0948
 FC0948.The geoid height was determined by GEOID03.
 FC0948
 FC0948.The dynamic height is computed by dividing the NAVD 88
 FC0948.geopotential number by the normal gravity value computed on the
 FC0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0948.degrees latitude (g = 980.6199 gals.).
 FC0948
 FC0948.The modeled gravity was interpolated from observed gravity values.
 FC0948
 FC0948;                    North         East    Units  Estimated Accuracy
 FC0948;SPC TN       -   131,640.      726,540.      MT  (+/- 180 meters Scaled)
 FC0948
 FC0948                          SUPERSEDED SURVEY CONTROL
 FC0948
 FC0948  NGVD 29 (??/??/92)  259.054  (m)          849.91   (f) ADJ UNCH    2 0
 FC0948
 FC0948.Superseded values are not recommended for survey control.
 FC0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0948.See file dsdata.txt to determine how the superseded data were derived.
 FC0948
 FC0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE171324(NAD 83)
 FC0948_MARKER: DB = BENCH MARK DISK
 FC0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0948_STAMPING: V 242 1961
 FC0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0948+STABILITY: SURFACE MOTION
 FC0948
 FC0948  HISTORY     - Date     Condition        Report By
 FC0948  HISTORY     - 1961     MONUMENTED       CGS
 FC0948
 FC0948                          STATION DESCRIPTION
 FC0948
 FC0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0948'7 MI NW FROM NIOTA.
 FC0948'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0948'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO
 FC0948'2.65 MILES NORTHWEST ON A PAVED ROAD TO PROPOSED INTERSTATE
 FC0948'HIGHWAY 75 JUST BEFORE REACHING THE UNION MC MINN BAPTIST CHURCH,
 FC0948'THEN TURN LEFT AND GO 3.65 MILES SOUTHWEST ON INTERSTATE HIGHWAY
 FC0948'75 TO A CROSSROAD AND THE MARK ON THE RIGHT, 0.1 MILE WEST.
 FC0948'ABOUT 500 FEET NORTHWEST OF INTERSTATE HIGHWAY, ABOUT 0.1 MILE
 FC0948'WEST OF A SMALL WOODEN BRIDGE, AND 43.3 FEET NORTHWEST OF THE
 FC0948'NORTHWEST CORNER OF A HOUSE OWNED BY J.D. MILLSAP, 32 FEET SOUTH
 FC0948'OF CENTER LINE OF GRAVELED ROAD, 26.6 FEET WEST OF A POWER
 FC0948'LINE POLE, 3 FEET EAST OF A FENCE, 2.9 FEET SOUTH OF WITNESS
 FC0948'SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0948'4 INCHES AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0559 ***********************************************************************
 FC0559  DESIGNATION -  V 243
 FC0559  PID         -  FC0559
 FC0559  STATE/COUNTY-  TN/MCMINN
 FC0559  USGS QUAD   -  CALHOUN (1980)
 FC0559
 FC0559                         *CURRENT SURVEY CONTROL
 FC0559  ___________________________________________________________________
 FC0559* NAD 83(1986)-  35 21 25.     (N)    084 44 02.     (W)     SCALED    
 FC0559* NAVD 88     -       221.709  (meters)     727.39   (feet)  ADJUSTED  
 FC0559  ___________________________________________________________________
 FC0559  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0559  DYNAMIC HT  -         221.492 (meters)     726.68  (feet)  COMP
 FC0559  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0559
 FC0559  VERT ORDER  -  SECOND    CLASS 0
 FC0559
 FC0559.The horizontal coordinates were scaled from a topographic map and have
 FC0559.an estimated accuracy of +/- 6 seconds.
 FC0559
 FC0559.The orthometric height was determined by differential leveling
 FC0559.and adjusted by the National Geodetic Survey in June 1991..
 FC0559
 FC0559.The geoid height was determined by GEOID03.
 FC0559
 FC0559.The dynamic height is computed by dividing the NAVD 88
 FC0559.geopotential number by the normal gravity value computed on the
 FC0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0559.degrees latitude (g = 980.6199 gals.).
 FC0559
 FC0559.The modeled gravity was interpolated from observed gravity values.
 FC0559
 FC0559;                    North         East    Units  Estimated Accuracy
 FC0559;SPC TN       -   114,310.      715,070.      MT  (+/- 180 meters Scaled)
 FC0559
 FC0559                          SUPERSEDED SURVEY CONTROL
 FC0559
 FC0559  NGVD 29 (??/??/92)  221.767  (m)          727.58   (f) ADJ UNCH    2 0
 FC0559
 FC0559.Superseded values are not recommended for survey control.
 FC0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0559.See file dsdata.txt to determine how the superseded data were derived.
 FC0559
 FC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE059149(NAD 83)
 FC0559_MARKER: DB = BENCH MARK DISK
 FC0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0559_STAMPING: V 243 1961
 FC0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0559+STABILITY: SURFACE MOTION
 FC0559
 FC0559  HISTORY     - Date     Condition        Report By
 FC0559  HISTORY     - 1961     MONUMENTED       CGS
 FC0559  HISTORY     - 1981     GOOD             LOCSUR
 FC0559
 FC0559                          STATION DESCRIPTION
 FC0559
 FC0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0559'1.8 MI NW FROM SANFORD.
 FC0559'FROM THE CROSSROAD AND RAILROAD SIDING AT SANFORD, GO NORTHWEST
 FC0559'ON AN OILED ROAD FOR 1.8 MILES, PASSING THE SANFORD CHURCH TO A
 FC0559'POINT JUST BEFORE CROSSING NORTH MOUSE CREEK AND A SIDE ROAD
 FC0559'RIGHT AND THE MARK ON THE RIGHT.  71 FEET NORTH OF EAST-WEST
 FC0559'OIL ROAD, 20 FEET EAST OF GRAVELED ROAD, 3.4 FEET EAST OF POWER
 FC0559'LINE POLE NUMBER 23 1/2, 2.0 FEET WEST OF THE WITNESS SIGN.
 FC0559'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 FC0559'AND ABOUT 4 1/2 FT ABOVE THE LEVEL OF THE ROAD.
 FC0559
 FC0559                          STATION RECOVERY (1981)
 FC0559
 FC0559'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0559'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0560 ***********************************************************************
 FC0560  DESIGNATION -  V 243 RESET
 FC0560  PID         -  FC0560
 FC0560  STATE/COUNTY-  TN/MCMINN
 FC0560  USGS QUAD   -  CALHOUN (1980)
 FC0560
 FC0560                         *CURRENT SURVEY CONTROL
 FC0560  ___________________________________________________________________
 FC0560* NAD 83(1986)-  35 21 25.     (N)    084 44 02.     (W)     SCALED    
 FC0560* NAVD 88     -       221.62   (+/-2cm)     727.1    (feet)  VERTCON   
 FC0560  ___________________________________________________________________
 FC0560  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0560
 FC0560  VERT ORDER  -  THIRD (See Below)
 FC0560
 FC0560.The horizontal coordinates were scaled from a topographic map and have
 FC0560.an estimated accuracy of +/- 6 seconds.
 FC0560
 FC0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0560.The vertical order pertains to the NGVD 29 superseded value.
 FC0560
 FC0560.The geoid height was determined by GEOID03.
 FC0560
 FC0560;                    North         East    Units  Estimated Accuracy
 FC0560;SPC TN       -   114,310.      715,070.      MT  (+/- 180 meters Scaled)
 FC0560
 FC0560                          SUPERSEDED SURVEY CONTROL
 FC0560
 FC0560  NGVD 29 (??/??/??)  221.68   (m)          727.3    (f) RESET       3  
 FC0560
 FC0560.Superseded values are not recommended for survey control.
 FC0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0560.See file dsdata.txt to determine how the superseded data were derived.
 FC0560
 FC0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE059149(NAD 83)
 FC0560_MARKER: DD = SURVEY DISK
 FC0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0560_SP_SET: BRIDGE
 FC0560_STAMPING: V 243 RESET 1970
 FC0560_MARK LOGO: CGS   
 FC0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0560
 FC0560  HISTORY     - Date     Condition        Report By
 FC0560  HISTORY     - 1970     MONUMENTED       CGS
 FC0560
 FC0560                          STATION DESCRIPTION
 FC0560
 FC0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 FC0560'1.5 MI NW FROM SANFORD.
 FC0560'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY ROUTE 4373 IN
 FC0560'THE SMALL COMMUNITY OF SANFORD, (OLD SANFORD RAILROAD SIDING),
 FC0560'GO WEST AND NORTHWESTERLY ON COUNTY ROUTE 4373 FOR 1.5 MILES
 FC0560'TO A NEW GRAVELED T ROAD ON THE RIGHT JUST EAST OF THE NORTH
 FC0560'MOUSE CREEK BRIDGE, AND THE MARK IN THE SOUTHEAST CORNER OF
 FC0560'THIS BRIDGE AS DESCRIBED.  IT IS 109 FEET WEST-NORTHWEST OF
 FC0560'THE APPROXIMATE CENTER OF THE INTERSECTION OF COUNTY ROAD 4373
 FC0560'AND THE T ROAD RIGHT, 14.5 FEET SOUTH OF THE APPROXIMATE CENTER
 FC0560'OF COUNTY ROUTE 4373, 8.0 FEET WEST OF A METAL POST SUPPORTING
 FC0560'A WARNING REFLECTOR SIGN WITH A METAL WITNESS SIGN ATTACHED,
 FC0560'7.0 FEET WEST OF THE EAST END OF BULL NOSED CONCRETE RAILING
 FC0560'HEAD, AND 0.8 OF A FOOT ABOVE THE CONCRETE DECK OF THE BRIDGE.
 FC0560'IT IS A TENNESSEE DEPARTMENT OF HIGHWAYS BRONZE DISK SET IN
 FC0560'CONCRETE NEAR THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE, AND
 FC0560'THE DISK IS STAMPED V 243 RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1215 ***********************************************************************
 FC1215  DESIGNATION -  V 244
 FC1215  PID         -  FC1215
 FC1215  STATE/COUNTY-  TN/HAMILTON
 FC1215  USGS QUAD   -  OOLTEWAH (1976)
 FC1215
 FC1215                         *CURRENT SURVEY CONTROL
 FC1215  ___________________________________________________________________
 FC1215* NAD 83(1986)-  35 05 13.     (N)    085 01 01.     (W)     SCALED    
 FC1215* NAVD 88     -       250.651  (meters)     822.34   (feet)  ADJUSTED  
 FC1215  ___________________________________________________________________
 FC1215  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1215  DYNAMIC HT  -         250.400 (meters)     821.52  (feet)  COMP
 FC1215  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 FC1215
 FC1215  VERT ORDER  -  FIRST     CLASS II
 FC1215
 FC1215.The horizontal coordinates were scaled from a topographic map and have
 FC1215.an estimated accuracy of +/- 6 seconds.
 FC1215
 FC1215.The orthometric height was determined by differential leveling
 FC1215.and adjusted by the National Geodetic Survey in June 1991..
 FC1215
 FC1215.The geoid height was determined by GEOID03.
 FC1215
 FC1215.The dynamic height is computed by dividing the NAVD 88
 FC1215.geopotential number by the normal gravity value computed on the
 FC1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1215.degrees latitude (g = 980.6199 gals.).
 FC1215
 FC1215.The modeled gravity was interpolated from observed gravity values.
 FC1215
 FC1215;                    North         East    Units  Estimated Accuracy
 FC1215;SPC TN       -    84,070.      689,650.      MT  (+/- 180 meters Scaled)
 FC1215
 FC1215                          SUPERSEDED SURVEY CONTROL
 FC1215
 FC1215  NGVD 29 (??/??/92)  250.663  (m)          822.38   (f) ADJ UNCH    1 2
 FC1215
 FC1215.Superseded values are not recommended for survey control.
 FC1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1215.See file dsdata.txt to determine how the superseded data were derived.
 FC1215
 FC1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD807844(NAD 83)
 FC1215_MARKER: DB = BENCH MARK DISK
 FC1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1215_SP_SET: SIDEWALK
 FC1215_STAMPING: V 244 1961
 FC1215_MARK LOGO: CGS   
 FC1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1215
 FC1215  HISTORY     - Date     Condition        Report By
 FC1215  HISTORY     - 1961     MONUMENTED       CGS
 FC1215  HISTORY     - 1962     GOOD             NGS
 FC1215  HISTORY     - 1972     GOOD             TVA
 FC1215  HISTORY     - 1983     GOOD             NGS
 FC1215
 FC1215                          STATION DESCRIPTION
 FC1215
 FC1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1215'0.9 MI S FROM MINERAL PARK.
 FC1215'TO REACH FROM THE SMALL TOWN AND CROSSROAD AT MINERAL PARK ON
 FC1215'U.S. HIGHWAY 11 GO SOUTH ON U.S. HIGHWAY 11 FOR 0.9 MILES TO
 FC1215'THE HIGHWAY BRIDGE OVER LITTLE OOTEWAH CREEK AND THE MARK SET IN
 FC1215'A DRILLED HOLE IN THE SOUTH END OF THE WEST SIDEWALK OF THE
 FC1215'BRIDGE, 14 FEET WEST OF THE CENTER OF U.S. HIGHWAY 11, 1.3 FEET
 FC1215'NORTH OF THE SOUTH END OF THE SIDEWALK, AND 0.7 FEET ABOVE THE
 FC1215'LEVEL OF THE ROAD.  A STANDARD DISK.  NOTE-- BENCH MARK TNGS3132,
 FC1215'THE NEXT MARK IN THE LINE IS DESCRIBED FROM OOLTWAH.
 FC1215
 FC1215                          STATION RECOVERY (1972)
 FC1215
 FC1215'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1215'RECOVERED IN GOOD CONDITION.
 FC1215
 FC1215                          STATION RECOVERY (1983)
 FC1215
 FC1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1278 ***********************************************************************
 FC1278  DESIGNATION -  V 245
 FC1278  PID         -  FC1278
 FC1278  STATE/COUNTY-  TN/HAMILTON
 FC1278  USGS QUAD   -  CHATTANOOGA (1976)
 FC1278
 FC1278                         *CURRENT SURVEY CONTROL
 FC1278  ___________________________________________________________________
 FC1278* NAD 83(1986)-  35 01 25.     (N)    085 15 43.     (W)     SCALED    
 FC1278* NAVD 88     -       279.305  (meters)     916.35   (feet)  ADJUSTED  
 FC1278  ___________________________________________________________________
 FC1278  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1278  DYNAMIC HT  -         279.029 (meters)     915.45  (feet)  COMP
 FC1278  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FC1278
 FC1278  VERT ORDER  -  SECOND    CLASS 0
 FC1278
 FC1278.The horizontal coordinates were scaled from a topographic map and have
 FC1278.an estimated accuracy of +/- 6 seconds.
 FC1278
 FC1278.The orthometric height was determined by differential leveling
 FC1278.and adjusted by the National Geodetic Survey in June 1991..
 FC1278
 FC1278.The geoid height was determined by GEOID03.
 FC1278
 FC1278.The dynamic height is computed by dividing the NAVD 88
 FC1278.geopotential number by the normal gravity value computed on the
 FC1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1278.degrees latitude (g = 980.6199 gals.).
 FC1278
 FC1278.The modeled gravity was interpolated from observed gravity values.
 FC1278
 FC1278;                    North         East    Units  Estimated Accuracy
 FC1278;SPC TN       -    76,840.      667,360.      MT  (+/- 180 meters Scaled)
 FC1278
 FC1278                          SUPERSEDED SURVEY CONTROL
 FC1278
 FC1278  NGVD 29 (??/??/92)  279.317  (m)          916.39   (f) ADJ UNCH    2 0
 FC1278
 FC1278.Superseded values are not recommended for survey control.
 FC1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1278.See file dsdata.txt to determine how the superseded data were derived.
 FC1278
 FC1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD585770(NAD 83)
 FC1278_MARKER: DB = BENCH MARK DISK
 FC1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1278_STAMPING: V 245 1962
 FC1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1278+STABILITY: SURFACE MOTION
 FC1278
 FC1278  HISTORY     - Date     Condition        Report By
 FC1278  HISTORY     - 1962     MONUMENTED       CGS
 FC1278  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1278  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1278
 FC1278                          STATION DESCRIPTION
 FC1278
 FC1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1278'IN CHATTANOOGA.
 FC1278'TO REACH THE MARK FROM THE JUNCTION OF DODDS AVENUE AND EAST
 FC1278'MAIN STREET GO EAST ON EAST MAIN STREET FOR 0.6 MILE TO A SHARP
 FC1278'CURVE ON MISSIONARY RIDGE AND THE MARK IS SET IN THE NORTH CURVE
 FC1278'OF ROAD, 35 FEET NORTH OF CENTER OF ROAD, 5.8 FEET NORTHWEST OF
 FC1278'WEST END OF CABLE GUARD RAIL, 2.2 FEET WEST OF 12 INCH TREE, 1.4
 FC1278'FEET WEST OF WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 FC1278'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH ROAD.
 FC1278
 FC1278                          STATION RECOVERY (1972)
 FC1278
 FC1278'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1278'MARK NOT FOUND.
 FC1278
 FC1278                          STATION RECOVERY (1983)
 FC1278
 FC1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1278'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0264 ***********************************************************************
 FD0264  DESIGNATION -  V 246
 FD0264  PID         -  FD0264
 FD0264  STATE/COUNTY-  TN/COFFEE
 FD0264  USGS QUAD   -  MANCHESTER (1972)
 FD0264
 FD0264                         *CURRENT SURVEY CONTROL
 FD0264  ___________________________________________________________________
 FD0264* NAD 83(1986)-  35 28 22.     (N)    086 04 40.     (W)     SCALED    
 FD0264* NAVD 88     -       322.887  (meters)    1059.34   (feet)  ADJUSTED  
 FD0264  ___________________________________________________________________
 FD0264  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0264  DYNAMIC HT  -         322.579 (meters)    1058.33  (feet)  COMP
 FD0264  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 FD0264
 FD0264  VERT ORDER  -  SECOND    CLASS 0
 FD0264
 FD0264.The horizontal coordinates were scaled from a topographic map and have
 FD0264.an estimated accuracy of +/- 6 seconds.
 FD0264
 FD0264.The orthometric height was determined by differential leveling
 FD0264.and adjusted by the National Geodetic Survey in June 1991..
 FD0264
 FD0264.The geoid height was determined by GEOID03.
 FD0264
 FD0264.The dynamic height is computed by dividing the NAVD 88
 FD0264.geopotential number by the normal gravity value computed on the
 FD0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0264.degrees latitude (g = 980.6199 gals.).
 FD0264
 FD0264.The modeled gravity was interpolated from observed gravity values.
 FD0264
 FD0264;                    North         East    Units  Estimated Accuracy
 FD0264;SPC TN       -   126,420.      592,940.      MT  (+/- 180 meters Scaled)
 FD0264
 FD0264                          SUPERSEDED SURVEY CONTROL
 FD0264
 FD0264  NGVD 29 (??/??/92)  322.884  (m)         1059.33   (f) ADJ UNCH    2 0
 FD0264
 FD0264.Superseded values are not recommended for survey control.
 FD0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0264.See file dsdata.txt to determine how the superseded data were derived.
 FD0264
 FD0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE836258(NAD 83)
 FD0264_MARKER: DB = BENCH MARK DISK
 FD0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0264_SP_SET: BUILDING
 FD0264_STAMPING: V 246 1962
 FD0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0264
 FD0264  HISTORY     - Date     Condition        Report By
 FD0264  HISTORY     - 1962     MONUMENTED       CGS
 FD0264
 FD0264                          STATION DESCRIPTION
 FD0264
 FD0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD0264'IN MANCHESTER.
 FD0264'TO REACH THE MARK FROM THE CITY HALL IN MANCHESTER, GO SOUTHEAST
 FD0264'ON U.S. HIGHWAY 41 1.0 MILE TO THE MARK SET IN THE APPROXIMATE
 FD0264'CENTER OF THE BASE OF THE NORTH ONE OF FOUR PILLARS, OF THE FIRST
 FD0264'BAPTIST CHURCH IN MANCHESTER.  A STANDARD DISK DRILLED IN THE
 FD0264'FIRST BAPTIST CHURCH OF MANCHESTER AND IS ABOUT 2 FEET ABOVE THE
 FD0264'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2187 ***********************************************************************
 GA2187  DESIGNATION -  V 247
 GA2187  PID         -  GA2187
 GA2187  STATE/COUNTY-  TN/JEFFERSON
 GA2187  USGS QUAD   -  NEW MARKET (1987)
 GA2187
 GA2187                         *CURRENT SURVEY CONTROL
 GA2187  ___________________________________________________________________
 GA2187* NAD 83(1986)-  36 06 04.     (N)    083 33 13.     (W)     SCALED    
 GA2187* NAVD 88     -       306.793  (meters)    1006.54   (feet)  ADJUSTED  
 GA2187  ___________________________________________________________________
 GA2187  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA2187  DYNAMIC HT  -         306.510 (meters)    1005.61  (feet)  COMP
 GA2187  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA2187
 GA2187  VERT ORDER  -  FIRST     CLASS I
 GA2187
 GA2187.The horizontal coordinates were scaled from a topographic map and have
 GA2187.an estimated accuracy of +/- 6 seconds.
 GA2187
 GA2187.The orthometric height was determined by differential leveling
 GA2187.and adjusted by the National Geodetic Survey in June 1991..
 GA2187
 GA2187.The geoid height was determined by GEOID03.
 GA2187
 GA2187.The dynamic height is computed by dividing the NAVD 88
 GA2187.geopotential number by the normal gravity value computed on the
 GA2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2187.degrees latitude (g = 980.6199 gals.).
 GA2187
 GA2187.The modeled gravity was interpolated from observed gravity values.
 GA2187
 GA2187;                    North         East    Units  Estimated Accuracy
 GA2187;SPC TN       -   198,890.      820,260.      MT  (+/- 180 meters Scaled)
 GA2187
 GA2187                          SUPERSEDED SURVEY CONTROL
 GA2187
 GA2187  NGVD 29 (??/??/92)  306.927  (m)         1006.98   (f) ADJ UNCH    1 1
 GA2187
 GA2187.Superseded values are not recommended for survey control.
 GA2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2187.See file dsdata.txt to determine how the superseded data were derived.
 GA2187
 GA2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV701981(NAD 83)
 GA2187_MARKER: DB = BENCH MARK DISK
 GA2187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2187_SP_SET: CULVERT
 GA2187_STAMPING: V 247 1967
 GA2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2187
 GA2187  HISTORY     - Date     Condition        Report By
 GA2187  HISTORY     - 1967     MONUMENTED       CGS
 GA2187
 GA2187                          STATION DESCRIPTION
 GA2187
 GA2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2187'3.6 MI SW FROM JEFFERSON CITY.
 GA2187'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2187'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, AT NEW
 GA2187'MARKET, ABOUT 110 YARDS SOUTHWEST OF A BLACK TOPPED ROAD
 GA2187'INTERSECTION, SET ON THE TOP OF THE NORTHEAST END OF THE
 GA2187'SOUTHEAST HEAD WALL FOR A 30-FOOT BOX CULVERT UNDER THE HIGHWAY
 GA2187'FOR LOST CREEK, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA2187'EASTBOUND LANE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 GA2187'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2234 ***********************************************************************
 GA2234  DESIGNATION -  V 248
 GA2234  PID         -  GA2234
 GA2234  STATE/COUNTY-  TN/KNOX
 GA2234  USGS QUAD   -  JOHN SEVIER (1992)
 GA2234
 GA2234                         *CURRENT SURVEY CONTROL
 GA2234  ___________________________________________________________________
 GA2234* NAD 83(1986)-  36 01 55.     (N)    083 49 25.     (W)     SCALED    
 GA2234* NAVD 88     -       264.694  (meters)     868.42   (feet)  ADJUSTED  
 GA2234  ___________________________________________________________________
 GA2234  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2234  DYNAMIC HT  -         264.451 (meters)     867.62  (feet)  COMP
 GA2234  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA2234
 GA2234  VERT ORDER  -  FIRST     CLASS I
 GA2234
 GA2234.The horizontal coordinates were scaled from a topographic map and have
 GA2234.an estimated accuracy of +/- 6 seconds.
 GA2234
 GA2234.The orthometric height was determined by differential leveling
 GA2234.and adjusted by the National Geodetic Survey in June 1991..
 GA2234
 GA2234.The geoid height was determined by GEOID03.
 GA2234
 GA2234.The dynamic height is computed by dividing the NAVD 88
 GA2234.geopotential number by the normal gravity value computed on the
 GA2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2234.degrees latitude (g = 980.6199 gals.).
 GA2234
 GA2234.The modeled gravity was interpolated from observed gravity values.
 GA2234
 GA2234;                    North         East    Units  Estimated Accuracy
 GA2234;SPC TN       -   190,640.      796,130.      MT  (+/- 180 meters Scaled)
 GA2234
 GA2234                          SUPERSEDED SURVEY CONTROL
 GA2234
 GA2234  NGVD 29 (??/??/92)  264.827  (m)          868.85   (f) ADJ UNCH    1 1
 GA2234
 GA2234.Superseded values are not recommended for survey control.
 GA2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2234.See file dsdata.txt to determine how the superseded data were derived.
 GA2234
 GA2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV455911(NAD 83)
 GA2234_MARKER: DB = BENCH MARK DISK
 GA2234_SETTING: 66 = SET IN ROCK OUTCROP
 GA2234_SP_SET: ROCK OUTCROP
 GA2234_STAMPING: V 248 1967
 GA2234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2234+STABILITY: POSITION/ELEVATION WELL
 GA2234
 GA2234  HISTORY     - Date     Condition        Report By
 GA2234  HISTORY     - 1967     MONUMENTED       CGS
 GA2234
 GA2234                          STATION DESCRIPTION
 GA2234
 GA2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2234'7.4 MI NE FROM KNOXVILLE.
 GA2234'ABOUT 7.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2234'STATION AT KNOXVILLE, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 123,
 GA2234'SET ON THE TOP OF AN OUTCROPPING ROCK WHICH IS 12 FEET LONG, 2
 GA2234'FEET WIDE AND IS PART OF A LARGE MASS OF ROCK, 61 1/2 FEET
 GA2234'NORTHWEST OF THE CENTER LINE OF A BLACK TOPPED ROAD PARALLELING
 GA2234'THE TRACK, 38.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 GA2234'LINE TRACK, 23.2 FEET NORTH OF THE NORTH CORNER OF A 12-FOOT
 GA2234'SQUARE METAL BUILDING, 6 FEET ABOVE THE LEVEL OF THE ROAD AND 5
 GA2234'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0842 ***********************************************************************
 FC0842  DESIGNATION -  V 249
 FC0842  PID         -  FC0842
 FC0842  STATE/COUNTY-  TN/MORGAN
 FC0842  USGS QUAD   -  HARRIMAN (1980)
 FC0842
 FC0842                         *CURRENT SURVEY CONTROL
 FC0842  ___________________________________________________________________
 FC0842* NAD 83(1986)-  35 57 04.     (N)    084 34 28.     (W)     SCALED    
 FC0842* NAVD 88     -       236.061  (meters)     774.48   (feet)  ADJUSTED  
 FC0842  ___________________________________________________________________
 FC0842  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0842  DYNAMIC HT  -         235.845 (meters)     773.77  (feet)  COMP
 FC0842  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FC0842
 FC0842  VERT ORDER  -  FIRST     CLASS I
 FC0842
 FC0842.The horizontal coordinates were scaled from a topographic map and have
 FC0842.an estimated accuracy of +/- 6 seconds.
 FC0842
 FC0842.The orthometric height was determined by differential leveling
 FC0842.and adjusted by the National Geodetic Survey in June 1991..
 FC0842
 FC0842.The geoid height was determined by GEOID03.
 FC0842
 FC0842.The dynamic height is computed by dividing the NAVD 88
 FC0842.geopotential number by the normal gravity value computed on the
 FC0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0842.degrees latitude (g = 980.6199 gals.).
 FC0842
 FC0842.The modeled gravity was interpolated from observed gravity values.
 FC0842
 FC0842;                    North         East    Units  Estimated Accuracy
 FC0842;SPC TN       -   180,430.      728,600.      MT  (+/- 180 meters Scaled)
 FC0842
 FC0842                          SUPERSEDED SURVEY CONTROL
 FC0842
 FC0842  NGVD 29 (??/??/92)  236.177  (m)          774.86   (f) ADJ UNCH    1 1
 FC0842
 FC0842.Superseded values are not recommended for survey control.
 FC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0842.See file dsdata.txt to determine how the superseded data were derived.
 FC0842
 FC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187812(NAD 83)
 FC0842_MARKER: DB = BENCH MARK DISK
 FC0842_SETTING: 66 = SET IN ROCK OUTCROP
 FC0842_SP_SET: ROCK LEDGE
 FC0842_STAMPING: V 249 1968
 FC0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0842+STABILITY: POSITION/ELEVATION WELL
 FC0842
 FC0842  HISTORY     - Date     Condition        Report By
 FC0842  HISTORY     - 1968     MONUMENTED       CGS
 FC0842  HISTORY     - 1972     GOOD             TVA
 FC0842
 FC0842                          STATION DESCRIPTION
 FC0842
 FC0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0842'2.4 MI NW FROM HARRIMAN.
 FC0842'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0842'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET,
 FC0842'THENCE 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY, 0.8 MILE
 FC0842'NORTHWEST OF HARRIMAN JUNCTION, SET IN THE TOP OF A LEDGE ON
 FC0842'THE EAST ROCK WALL OF A CUT FOR THE RAILROAD, 95 FEET SOUTH
 FC0842'OF THE NORTH END OF THE CUT, 36 FEET EAST OF THE EAST RAIL OF THE
 FC0842'MAIN TRACK, 21 1/2 FEET EAST OF THE EAST RAIL OF A SIDETRACK,
 FC0842'107 YARDS NORTH OF A METAL BATTERY BOX, 101 YARDS SOUTH OF A
 FC0842'CORRUGATED METAL CULVERT UNDER THE TRACK, 207 FEET SOUTHEAST OF A
 FC0842'METAL BATTERY BOX, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 FC0842
 FC0842                          STATION RECOVERY (1972)
 FC0842
 FC0842'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0027 ***********************************************************************
 FD0027  DESIGNATION -  V 25
 FD0027  PID         -  FD0027
 FD0027  STATE/COUNTY-  TN/CANNON
 FD0027  USGS QUAD   -  WOODBURY (1979)
 FD0027
 FD0027                         *CURRENT SURVEY CONTROL
 FD0027  ___________________________________________________________________
 FD0027* NAD 83(1986)-  35 49 35.     (N)    086 03 31.     (W)     SCALED    
 FD0027* NAVD 88     -       217.236  (meters)     712.72   (feet)  ADJUSTED  
 FD0027  ___________________________________________________________________
 FD0027  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FD0027  DYNAMIC HT  -         217.038 (meters)     712.07  (feet)  COMP
 FD0027  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FD0027
 FD0027  VERT ORDER  -  SECOND    CLASS 0
 FD0027
 FD0027.The horizontal coordinates were scaled from a topographic map and have
 FD0027.an estimated accuracy of +/- 6 seconds.
 FD0027
 FD0027.The orthometric height was determined by differential leveling
 FD0027.and adjusted by the National Geodetic Survey in June 1991..
 FD0027
 FD0027.The geoid height was determined by GEOID03.
 FD0027
 FD0027.The dynamic height is computed by dividing the NAVD 88
 FD0027.geopotential number by the normal gravity value computed on the
 FD0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0027.degrees latitude (g = 980.6199 gals.).
 FD0027
 FD0027.The modeled gravity was interpolated from observed gravity values.
 FD0027
 FD0027;                    North         East    Units  Estimated Accuracy
 FD0027;SPC TN       -   165,660.      594,700.      MT  (+/- 180 meters Scaled)
 FD0027
 FD0027                          SUPERSEDED SURVEY CONTROL
 FD0027
 FD0027  NGVD 29 (??/??/92)  217.263  (m)          712.80   (f) ADJ UNCH    2 0
 FD0027
 FD0027.Superseded values are not recommended for survey control.
 FD0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0027.See file dsdata.txt to determine how the superseded data were derived.
 FD0027
 FD0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE850651(NAD 83)
 FD0027_MARKER: DB = BENCH MARK DISK
 FD0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0027_SP_SET: BRIDGE
 FD0027_STAMPING: V 25 1935
 FD0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0027
 FD0027  HISTORY     - Date     Condition        Report By
 FD0027  HISTORY     - 1935     MONUMENTED       CGS
 FD0027  HISTORY     - 1935     GOOD             NGS
 FD0027  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0027
 FD0027                          STATION DESCRIPTION
 FD0027
 FD0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0027'0.7 MI E FROM WOODBURY.
 FD0027'0.7 MILE EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0027'WOODBURY, CANNON COUNTY, AT THE BRIDGE OVER HILL CREEK, AND IN
 FD0027'THE TOP OF THE WEST END OF THE NORTH CONCRETE CURB.  A STANDARD
 FD0027'DISK, STAMPED V 25 1935.
 FD0027
 FD0027                          STATION RECOVERY (2002)
 FD0027
 FD0027'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0027'BRIDGE WAS REPLACED IN THE 1950'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0398 ***********************************************************************
 FC0398  DESIGNATION -  V 256
 FC0398  PID         -  FC0398
 FC0398  STATE/COUNTY-  TN/BRADLEY
 FC0398  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0398
 FC0398                         *CURRENT SURVEY CONTROL
 FC0398  ___________________________________________________________________
 FC0398* NAD 83(1986)-  35 14 03.     (N)    084 48 42.     (W)     SCALED    
 FC0398* NAVD 88     -       239.966  (meters)     787.29   (feet)  ADJUSTED  
 FC0398  ___________________________________________________________________
 FC0398  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0398  DYNAMIC HT  -         239.731 (meters)     786.52  (feet)  COMP
 FC0398  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 FC0398
 FC0398  VERT ORDER  -  FIRST     CLASS I
 FC0398
 FC0398.The horizontal coordinates were scaled from a topographic map and have
 FC0398.an estimated accuracy of +/- 6 seconds.
 FC0398
 FC0398.The orthometric height was determined by differential leveling
 FC0398.and adjusted by the National Geodetic Survey in June 1991..
 FC0398
 FC0398.The geoid height was determined by GEOID03.
 FC0398
 FC0398.The dynamic height is computed by dividing the NAVD 88
 FC0398.geopotential number by the normal gravity value computed on the
 FC0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0398.degrees latitude (g = 980.6199 gals.).
 FC0398
 FC0398.The modeled gravity was interpolated from observed gravity values.
 FC0398
 FC0398;                    North         East    Units  Estimated Accuracy
 FC0398;SPC TN       -   100,610.      708,170.      MT  (+/- 180 meters Scaled)
 FC0398
 FC0398                          SUPERSEDED SURVEY CONTROL
 FC0398
 FC0398  NGVD 29 (??/??/92)  239.994  (m)          787.38   (f) ADJ UNCH    1 1
 FC0398
 FC0398.Superseded values are not recommended for survey control.
 FC0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0398.See file dsdata.txt to determine how the superseded data were derived.
 FC0398
 FC0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE991012(NAD 83)
 FC0398_MARKER: DB = BENCH MARK DISK
 FC0398_SETTING: 66 = SET IN ROCK OUTCROP
 FC0398_SP_SET: SET IN ROCK OUTCROP
 FC0398_STAMPING: V 256 1968
 FC0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0398+STABILITY: POSITION/ELEVATION WELL
 FC0398
 FC0398  HISTORY     - Date     Condition        Report By
 FC0398  HISTORY     - 1968     MONUMENTED       CGS
 FC0398  HISTORY     - 1983     GOOD             USPSQD
 FC0398
 FC0398                          STATION DESCRIPTION
 FC0398
 FC0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0398'4.6 MI SW FROM CHARLESTON.
 FC0398'ABOUT 4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE CHARLESTON
 FC0398'SCHOOL AT CHARLESTON, 56 1/2 FEET NORTHEAST OF THE CENTER OF A
 FC0398'2-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, SET IN THE TOP OF
 FC0398'THE NORTHWEST EDGE OF A ROCK THAT IS ABOUT 15 FEET LONG BY 5
 FC0398'FEET HIGH AND IS PART OF A VERY SHORT CUT, 20 FEET SOUTHEAST OF THE
 FC0398'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF THE NORTHEAST
 FC0398'END OF THE ROCK, 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE
 FC0398'ROCK AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FC0398
 FC0398                          STATION RECOVERY (1983)
 FC0398
 FC0398'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0516 ***********************************************************************
 FC0516  DESIGNATION -  V 257
 FC0516  PID         -  FC0516
 FC0516  STATE/COUNTY-  TN/MCMINN
 FC0516  USGS QUAD   -  ATHENS (1990)
 FC0516
 FC0516                         *CURRENT SURVEY CONTROL
 FC0516  ___________________________________________________________________
 FC0516* NAD 83(1986)-  35 27 06.     (N)    084 35 57.     (W)     SCALED    
 FC0516* NAVD 88     -       299.469  (meters)     982.51   (feet)  ADJUSTED  
 FC0516  ___________________________________________________________________
 FC0516  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0516  DYNAMIC HT  -         299.177 (meters)     981.55  (feet)  COMP
 FC0516  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 FC0516
 FC0516  VERT ORDER  -  FIRST     CLASS I
 FC0516
 FC0516.The horizontal coordinates were scaled from a topographic map and have
 FC0516.an estimated accuracy of +/- 6 seconds.
 FC0516
 FC0516.The orthometric height was determined by differential leveling
 FC0516.and adjusted by the National Geodetic Survey in June 1991..
 FC0516
 FC0516.The geoid height was determined by GEOID03.
 FC0516
 FC0516.The dynamic height is computed by dividing the NAVD 88
 FC0516.geopotential number by the normal gravity value computed on the
 FC0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0516.degrees latitude (g = 980.6199 gals.).
 FC0516
 FC0516.The modeled gravity was interpolated from observed gravity values.
 FC0516
 FC0516;                    North         East    Units  Estimated Accuracy
 FC0516;SPC TN       -   124,990.      727,170.      MT  (+/- 180 meters Scaled)
 FC0516
 FC0516                          SUPERSEDED SURVEY CONTROL
 FC0516
 FC0516  NGVD 29 (??/??/92)  299.521  (m)          982.68   (f) ADJ UNCH    1 1
 FC0516
 FC0516.Superseded values are not recommended for survey control.
 FC0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0516.See file dsdata.txt to determine how the superseded data were derived.
 FC0516
 FC0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE178257(NAD 83)
 FC0516_MARKER: DB = BENCH MARK DISK
 FC0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0516_SP_SET: BUILDING
 FC0516_STAMPING: V 257 1968
 FC0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0516
 FC0516  HISTORY     - Date     Condition        Report By
 FC0516  HISTORY     - 1968     MONUMENTED       CGS
 FC0516
 FC0516                          STATION DESCRIPTION
 FC0516
 FC0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0516'AT ATHENS.
 FC0516'AT ATHENS, ABOUT 0.25 MILE NORTH ALONG THE SOUTHERN RAILWAY
 FC0516'FROM THE STATION, AT A BLACKTOP ROAD CROSSING, SET VERTICALLY
 FC0516'IN THE NORTHEAST FACE OF THE NORTH CORNER OF THE CONCRETE
 FC0516'FOUNDATION OF THE SHELL OIL COMPANYS OFFICE BUILDING (A ONE
 FC0516'STORY BRICK BUILDING), 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 FC0516'10 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE ROAD, 2.6 FEET
 FC0516'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, 1 FOOT ABOVE
 FC0516'THE LEVEL OF THE SIDEWALK, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0002 ***********************************************************************
 FC0002  DESIGNATION -  V 258
 FC0002  PID         -  FC0002
 FC0002  STATE/COUNTY-  TN/MONROE
 FC0002  USGS QUAD   -  SWEETWATER (1989)
 FC0002
 FC0002                         *CURRENT SURVEY CONTROL
 FC0002  ___________________________________________________________________
 FC0002* NAD 83(1986)-  35 34 43.     (N)    084 29 13.     (W)     SCALED    
 FC0002* NAVD 88     -       284.595  (meters)     933.71   (feet)  ADJUSTED  
 FC0002  ___________________________________________________________________
 FC0002  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0002  DYNAMIC HT  -         284.318 (meters)     932.80  (feet)  COMP
 FC0002  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 FC0002
 FC0002  VERT ORDER  -  FIRST     CLASS I
 FC0002
 FC0002.The horizontal coordinates were scaled from a topographic map and have
 FC0002.an estimated accuracy of +/- 6 seconds.
 FC0002
 FC0002.The orthometric height was determined by differential leveling
 FC0002.and adjusted by the National Geodetic Survey in June 1991..
 FC0002
 FC0002.The geoid height was determined by GEOID03.
 FC0002
 FC0002.The dynamic height is computed by dividing the NAVD 88
 FC0002.geopotential number by the normal gravity value computed on the
 FC0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0002.degrees latitude (g = 980.6199 gals.).
 FC0002
 FC0002.The modeled gravity was interpolated from observed gravity values.
 FC0002
 FC0002;                    North         East    Units  Estimated Accuracy
 FC0002;SPC TN       -   139,220.      737,130.      MT  (+/- 180 meters Scaled)
 FC0002
 FC0002                          SUPERSEDED SURVEY CONTROL
 FC0002
 FC0002  NGVD 29 (??/??/92)  284.665  (m)          933.94   (f) ADJ UNCH    1 1
 FC0002
 FC0002.Superseded values are not recommended for survey control.
 FC0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0002.See file dsdata.txt to determine how the superseded data were derived.
 FC0002
 FC0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277401(NAD 83)
 FC0002_MARKER: DB = BENCH MARK DISK
 FC0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0002_SP_SET: CULVERT
 FC0002_STAMPING: V 258 1968
 FC0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0002
 FC0002  HISTORY     - Date     Condition        Report By
 FC0002  HISTORY     - 1968     MONUMENTED       CGS
 FC0002
 FC0002                          STATION DESCRIPTION
 FC0002
 FC0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0002'2.3 MI SW FROM SWEETWATER.
 FC0002'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0002'OFFICE AT SWEETWATER, 23 FEET EAST OF THE CENTER OF A BLACKTOP
 FC0002'ROAD INTERSECTION, SET IN THE TOP OF THE NORTHEAST END OF THE
 FC0002'SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE
 FC0002'HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FC0002'1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT
 FC0002'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0079 ***********************************************************************
 FC0079  DESIGNATION -  V 259
 FC0079  PID         -  FC0079
 FC0079  STATE/COUNTY-  TN/LOUDON
 FC0079  USGS QUAD   -  CONCORD (1984)
 FC0079
 FC0079                         *CURRENT SURVEY CONTROL
 FC0079  ___________________________________________________________________
 FC0079* NAD 83(1986)-  35 49 21.     (N)    084 13 11.     (W)     SCALED    
 FC0079* NAVD 88     -       249.379  (meters)     818.17   (feet)  ADJUSTED  
 FC0079  ___________________________________________________________________
 FC0079  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0079  DYNAMIC HT  -         249.142 (meters)     817.39  (feet)  COMP
 FC0079  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 FC0079
 FC0079  VERT ORDER  -  FIRST     CLASS I
 FC0079
 FC0079.The horizontal coordinates were scaled from a topographic map and have
 FC0079.an estimated accuracy of +/- 6 seconds.
 FC0079
 FC0079.The orthometric height was determined by differential leveling
 FC0079.and adjusted by the National Geodetic Survey in June 1991..
 FC0079
 FC0079.The geoid height was determined by GEOID03.
 FC0079
 FC0079.The dynamic height is computed by dividing the NAVD 88
 FC0079.geopotential number by the normal gravity value computed on the
 FC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0079.degrees latitude (g = 980.6199 gals.).
 FC0079
 FC0079.The modeled gravity was interpolated from observed gravity values.
 FC0079
 FC0079;                    North         East    Units  Estimated Accuracy
 FC0079;SPC TN       -   166,690.      760,860.      MT  (+/- 180 meters Scaled)
 FC0079
 FC0079                          SUPERSEDED SURVEY CONTROL
 FC0079
 FC0079  NGVD 29 (??/??/92)  249.493  (m)          818.54   (f) ADJ UNCH    1 1
 FC0079
 FC0079.Superseded values are not recommended for survey control.
 FC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0079.See file dsdata.txt to determine how the superseded data were derived.
 FC0079
 FC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE511678(NAD 83)
 FC0079_MARKER: DB = BENCH MARK DISK
 FC0079_SETTING: 66 = SET IN ROCK OUTCROP
 FC0079_SP_SET: LEDGE
 FC0079_STAMPING: V 259 1968
 FC0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0079+STABILITY: POSITION/ELEVATION WELL
 FC0079
 FC0079  HISTORY     - Date     Condition        Report By
 FC0079  HISTORY     - 1968     MONUMENTED       CGS
 FC0079
 FC0079                          STATION DESCRIPTION
 FC0079
 FC0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0079'3.4 MI NE FROM LENOIR CITY.
 FC0079'ABOUT 3.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0079'STATION AT LENOIR CITY, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 151,
 FC0079'ABOUT 96 YARDS NORTHEAST OF THE NORTHEAST END OF A RAILWAY
 FC0079'OVERPASS OVER A BLACKTOP ROAD, SET IN THE TOP OF THE NORTHEAST
 FC0079'END OF A ROCK LEDGE THAT THE EXPOSED PORTION IS ABOUT 6 FEET LONG
 FC0079'BY 2 FEET HIGH, 14.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1
 FC0079'FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK AND ABOUT 1
 FC0079'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1641 ***********************************************************************
 GC1641  DESIGNATION -  V 26
 GC1641  PID         -  GC1641
 GC1641  STATE/COUNTY-  TN/HOUSTON
 GC1641  USGS QUAD   -  ERIN (1981)
 GC1641
 GC1641                         *CURRENT SURVEY CONTROL
 GC1641  ___________________________________________________________________
 GC1641* NAD 83(1986)-  36 15 49.     (N)    087 41 18.     (W)     SCALED    
 GC1641* NAVD 88     -       165.854  (meters)     544.14   (feet)  ADJUSTED  
 GC1641  ___________________________________________________________________
 GC1641  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1641  DYNAMIC HT  -         165.714 (meters)     543.68  (feet)  COMP
 GC1641  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GC1641
 GC1641  VERT ORDER  -  SECOND    CLASS 0
 GC1641
 GC1641.The horizontal coordinates were scaled from a topographic map and have
 GC1641.an estimated accuracy of +/- 6 seconds.
 GC1641
 GC1641.The orthometric height was determined by differential leveling
 GC1641.and adjusted by the National Geodetic Survey in June 1991..
 GC1641
 GC1641.The geoid height was determined by GEOID03.
 GC1641
 GC1641.The dynamic height is computed by dividing the NAVD 88
 GC1641.geopotential number by the normal gravity value computed on the
 GC1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1641.degrees latitude (g = 980.6199 gals.).
 GC1641
 GC1641.The modeled gravity was interpolated from observed gravity values.
 GC1641
 GC1641;                    North         East    Units  Estimated Accuracy
 GC1641;SPC TN       -   215,470.      448,290.      MT  (+/- 180 meters Scaled)
 GC1641
 GC1641                          SUPERSEDED SURVEY CONTROL
 GC1641
 GC1641  NGVD 29 (??/??/92)  165.892  (m)          544.26   (f) ADJ UNCH    2 0
 GC1641
 GC1641.Superseded values are not recommended for survey control.
 GC1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1641.See file dsdata.txt to determine how the superseded data were derived.
 GC1641
 GC1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF381134(NAD 83)
 GC1641_MARKER: DB = BENCH MARK DISK
 GC1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1641_STAMPING: 544.474 V 26 1934
 GC1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1641+STABILITY: SURFACE MOTION
 GC1641
 GC1641  HISTORY     - Date     Condition        Report By
 GC1641  HISTORY     - 1934     MONUMENTED       CGS
 GC1641
 GC1641                          STATION DESCRIPTION
 GC1641
 GC1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1641'6.2 MI S FROM ERIN.
 GC1641'6.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM ERIN, HOUSTON COUNTY,
 GC1641'4.2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 49, AT THE SITE
 GC1641'OF A FARMHOUSE DESTROYED BY FIRE (TWO FIREPLACES AND CHIMNEYS
 GC1641'WERE STILL STANDING IN 1934 WITH A CEDAR TREE SOUTH OF EACH),
 GC1641'33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET SOUTH OF
 GC1641'THE CENTERLINE OF THE ENTRANCE DRIVE, AND 9 FEET NORTH OF A
 GC1641'TELEPHONE POLE.  A STANDARD DISK, STAMPED 544.474 V 26 1934 AND
 GC1641'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0401 ***********************************************************************
 FF0401  DESIGNATION -  V 260
 FF0401  PID         -  FF0401
 FF0401  STATE/COUNTY-  TN/SHELBY
 FF0401  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0401
 FF0401                         *CURRENT SURVEY CONTROL
 FF0401  ___________________________________________________________________
 FF0401* NAD 83(1986)-  35 00 24.     (N)    090 06 10.     (W)     SCALED    
 FF0401* NAVD 88     -        76.189  (meters)     249.96   (feet)  ADJUSTED  
 FF0401  ___________________________________________________________________
 FF0401  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0401  DYNAMIC HT  -          76.119 (meters)     249.73  (feet)  COMP
 FF0401  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 FF0401
 FF0401  VERT ORDER  -  FIRST     CLASS I
 FF0401
 FF0401.The horizontal coordinates were scaled from a topographic map and have
 FF0401.an estimated accuracy of +/- 6 seconds.
 FF0401
 FF0401.The orthometric height was determined by differential leveling
 FF0401.and adjusted by the National Geodetic Survey in June 1991..
 FF0401
 FF0401.The geoid height was determined by GEOID03.
 FF0401
 FF0401.The dynamic height is computed by dividing the NAVD 88
 FF0401.geopotential number by the normal gravity value computed on the
 FF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0401.degrees latitude (g = 980.6199 gals.).
 FF0401
 FF0401.The modeled gravity was interpolated from observed gravity values.
 FF0401
 FF0401;                    North         East    Units  Estimated Accuracy
 FF0401;SPC TN       -    82,560.      225,590.      MT  (+/- 180 meters Scaled)
 FF0401
 FF0401                          SUPERSEDED SURVEY CONTROL
 FF0401
 FF0401  NGVD 29 (??/??/??)   76.169  (m)          249.90   (f) ADJUSTED    1 1
 FF0401
 FF0401.Superseded values are not recommended for survey control.
 FF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0401.See file dsdata.txt to determine how the superseded data were derived.
 FF0401
 FF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU643776(NAD 83)
 FF0401_MARKER: DV = VERTICAL CONTROL DISK
 FF0401_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0401+WITH SETTING: INTO GROUND
 FF0401_SP_SET: METAL ROD WITH BASE PLATE
 FF0401_STAMPING: V 260 1974
 FF0401_MARK LOGO: NGS   
 FF0401_PROJECTION: RECESSED 3 CENTIMETERS
 FF0401_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0401+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0401_ROD/PIPE-DEPTH: 1.2  meters
 FF0401
 FF0401  HISTORY     - Date     Condition        Report By
 FF0401  HISTORY     - 1974     MONUMENTED       NGS
 FF0401  HISTORY     - 1976     GOOD             NGS
 FF0401  HISTORY     - 1983     GOOD             NGS
 FF0401  HISTORY     - 19911112 GOOD             NGS
 FF0401  HISTORY     - 19941212 GOOD             TN1620
 FF0401  HISTORY     - 20021024 GOOD             USACE
 FF0401
 FF0401                          STATION DESCRIPTION
 FF0401
 FF0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0401'6 MI SW FROM MEMPHIS.
 FF0401'ABOUT 6.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD
 FF0401'STREET) FROM INTERSTATE 55 UNDERPASS AT MEMPHIS, ALSO 4.65
 FF0401'MILES NORTHEAST OF POWER OFFICE AT WALLS, MISSISSIPPI, 0.1 MILE
 FF0401'NORTHEAST OF HOLMES, 54.9 FEET EAST-NORTHEAST OF THE EAST CORNER
 FF0401'OF FIRE STATION 45, 62 FEET NORTHEAST OF THE CENTER LINE OF THE
 FF0401'HIGHWAY, 8.6 FEET NORTHEAST OF THE NORTHEAST EDGE OF CONCRETE
 FF0401'CURBING, 9.1 FEET NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 FF0401'RETAINING WALL SUPPORTING A CHAIN LINK FENCE AND ON TOP OF A
 FF0401'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 FF0401'PLATE.  THE DISK IS 3-INCHES BELOW LEVEL OF THE GROUND AND
 FF0401'PROTECTED BY A 4-INCH PLASTIC PIPE 1-INCH BELOW LEVEL OF THE
 FF0401'GROUND.
 FF0401
 FF0401                          STATION RECOVERY (1976)
 FF0401
 FF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0401'RECOVERED IN GOOD CONDITION.
 FF0401
 FF0401                          STATION RECOVERY (1983)
 FF0401
 FF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0401'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ 18.9 METERS (62.0 FT)
 FF0401'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FF0401
 FF0401                          STATION RECOVERY (1991)
 FF0401
 FF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0401'9.4 KM (5.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0401'INTERSTATE HIGHWAY 55 IN MEMPHIS, 18.7 M (61.4 FT) NORTHWEST OF AND
 FF0401'LEVEL WITH THE HIGHWAY CENTERLINE, 16.7 M (54.8 FT) NORTHEAST OF THE
 FF0401'NORTHEAST CORNER OF FIRE STATION NUMBER 45, 2.8 M (9.2 FT)
 FF0401'NORTH-NORTHWEST OF THE SOUTH END OF A RETAINING WALL, AND 0.2 M
 FF0401'(0.7 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE RETAINING WALL.
 FF0401'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.05 M
 FF0401'(0.16 FT) BELOW THE GROUND SURFACE.
 FF0401
 FF0401                          STATION RECOVERY (1994)
 FF0401
 FF0401'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0401'RECOVERED IN GOOD CONDITION.
 FF0401
 FF0401                          STATION RECOVERY (2002)
 FF0401
 FF0401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1391 ***********************************************************************
 FE1391  DESIGNATION -  V 261
 FE1391  PID         -  FE1391
 FE1391  STATE/COUNTY-  TN/SHELBY
 FE1391  USGS QUAD   -  MILLINGTON (1997)
 FE1391
 FE1391                         *CURRENT SURVEY CONTROL
 FE1391  ___________________________________________________________________
 FE1391* NAD 83(1986)-  35 20 02.     (N)    089 55 03.     (W)     SCALED    
 FE1391* NAVD 88     -        79.050  (meters)     259.35   (feet)  ADJUSTED  
 FE1391  ___________________________________________________________________
 FE1391  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1391  DYNAMIC HT  -          78.980 (meters)     259.12  (feet)  COMP
 FE1391  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 FE1391
 FE1391  VERT ORDER  -  FIRST     CLASS I
 FE1391
 FE1391.The horizontal coordinates were scaled from a topographic map and have
 FE1391.an estimated accuracy of +/- 6 seconds.
 FE1391
 FE1391.The orthometric height was determined by differential leveling
 FE1391.and adjusted by the National Geodetic Survey in June 1991..
 FE1391
 FE1391.The geoid height was determined by GEOID03.
 FE1391
 FE1391.The dynamic height is computed by dividing the NAVD 88
 FE1391.geopotential number by the normal gravity value computed on the
 FE1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1391.degrees latitude (g = 980.6199 gals.).
 FE1391
 FE1391.The modeled gravity was interpolated from observed gravity values.
 FE1391
 FE1391;                    North         East    Units  Estimated Accuracy
 FE1391;SPC TN       -   118,140.      243,940.      MT  (+/- 180 meters Scaled)
 FE1391
 FE1391                          SUPERSEDED SURVEY CONTROL
 FE1391
 FE1391  NGVD 29 (??/??/??)   79.009  (m)          259.22   (f) ADJUSTED    1 1
 FE1391
 FE1391.Superseded values are not recommended for survey control.
 FE1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1391.See file dsdata.txt to determine how the superseded data were derived.
 FE1391
 FE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE348139(NAD 83)
 FE1391_MARKER: DB = BENCH MARK DISK
 FE1391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1391_SP_SET: BRIDGE
 FE1391_STAMPING: V 261 1974
 FE1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1391+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1391
 FE1391  HISTORY     - Date     Condition        Report By
 FE1391  HISTORY     - 1974     MONUMENTED       NGS
 FE1391  HISTORY     - 20021007 GOOD             USACE
 FE1391
 FE1391                          STATION DESCRIPTION
 FE1391
 FE1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1391'0.7 MI SW FROM MILLINGTON.
 FE1391'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1391'WITH NAVY ROAD AT MILLINGTON, AT THE SOUTHWEST EDGE OF THE LOWER
 FE1391'ONE OF 2 CONCRETE HIGHWAY BRIDGES, OVER BIG CREEK DRAINAGE
 FE1391'CANAL, 21.5 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST
 FE1391'LANE OF THE HIGHWAY, 3.8 FEET SOUTHEAST OF THE SOUTHEAST
 FE1391'BANNISTER, SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 FE1391'CONCRETE SEAT OF BRIDGE, 2 FEET BELOW LEVEL OF THE HIGHWAY.
 FE1391
 FE1391                          STATION RECOVERY (2002)
 FE1391
 FE1391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1727 ***********************************************************************
 FE1727  DESIGNATION -  V 262
 FE1727  PID         -  FE1727
 FE1727  STATE/COUNTY-  TN/TIPTON
 FE1727  USGS QUAD   -  GIFT (1983)
 FE1727
 FE1727                         *CURRENT SURVEY CONTROL
 FE1727  ___________________________________________________________________
 FE1727* NAD 83(1986)-  35 36 33.     (N)    089 37 16.     (W)     SCALED    
 FE1727* NAVD 88     -        83.213  (meters)     273.01   (feet)  ADJUSTED  
 FE1727  ___________________________________________________________________
 FE1727  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1727  DYNAMIC HT  -          83.143 (meters)     272.78  (feet)  COMP
 FE1727  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 FE1727
 FE1727  VERT ORDER  -  FIRST     CLASS I
 FE1727
 FE1727.The horizontal coordinates were scaled from a topographic map and have
 FE1727.an estimated accuracy of +/- 6 seconds.
 FE1727
 FE1727.The orthometric height was determined by differential leveling
 FE1727.and adjusted by the National Geodetic Survey in June 1991..
 FE1727
 FE1727.The geoid height was determined by GEOID03.
 FE1727
 FE1727.The dynamic height is computed by dividing the NAVD 88
 FE1727.geopotential number by the normal gravity value computed on the
 FE1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1727.degrees latitude (g = 980.6199 gals.).
 FE1727
 FE1727.The modeled gravity was interpolated from observed gravity values.
 FE1727
 FE1727;                    North         East    Units  Estimated Accuracy
 FE1727;SPC TN       -   147,620.      271,990.      MT  (+/- 180 meters Scaled)
 FE1727
 FE1727                          SUPERSEDED SURVEY CONTROL
 FE1727
 FE1727  NGVD 29 (??/??/??)   83.179  (m)          272.90   (f) ADJUSTED    1 1
 FE1727
 FE1727.Superseded values are not recommended for survey control.
 FE1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1727.See file dsdata.txt to determine how the superseded data were derived.
 FE1727
 FE1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625437(NAD 83)
 FE1727_MARKER: DB = BENCH MARK DISK
 FE1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1727_SP_SET: SEMAPHORE
 FE1727_STAMPING: V 262 1974
 FE1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1727
 FE1727  HISTORY     - Date     Condition        Report By
 FE1727  HISTORY     - 1974     MONUMENTED       NGS
 FE1727
 FE1727                          STATION DESCRIPTION
 FE1727
 FE1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1727'4.4 MI NE FROM COVINGTON.
 FE1727'ABOUT 4.4 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1727'THE STATION AT COVINGTON, 25 RAILS OR 0.2 MILE NORTHEAST OF
 FE1727'MILEPOST 349, 147 YARDS SOUTHWEST OF SEMAPHORE J3481, 42.2 FEET
 FE1727'SOUTHEAST OF AND ACROSS TWO TRACKS FROM A BATTERY BOX, 20.3
 FE1727'FEET SOUTHEAST OF TWO SIGNAL LIGHTS BETWEEN RAILS (THESE LIGHTS
 FE1727'ONLY PROJECTING 2 FEET ABOVE BALLAST), 7.6 FEET SOUTHEAST OF THE
 FE1727'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET IN TOP AND NEAR CENTER
 FE1727'OF AN ABANDONED SEMAPHORE BASE, 10-INCHES ABOVE GROUND, 1/2 FOOT
 FE1727'BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1110 ***********************************************************************
 GD1110  DESIGNATION -  V 264
 GD1110  PID         -  GD1110
 GD1110  STATE/COUNTY-  TN/DYER
 GD1110  USGS QUAD   -  DYERSBURG (1983)
 GD1110
 GD1110                         *CURRENT SURVEY CONTROL
 GD1110  ___________________________________________________________________
 GD1110* NAD 83(1986)-  36 04 55.     (N)    089 24 06.     (W)     SCALED    
 GD1110* NAVD 88     -       102.535  (meters)     336.40   (feet)  ADJUSTED  
 GD1110  ___________________________________________________________________
 GD1110  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1110  DYNAMIC HT  -         102.448 (meters)     336.11  (feet)  COMP
 GD1110  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GD1110
 GD1110  VERT ORDER  -  FIRST     CLASS I
 GD1110
 GD1110.The horizontal coordinates were scaled from a topographic map and have
 GD1110.an estimated accuracy of +/- 6 seconds.
 GD1110
 GD1110.The orthometric height was determined by differential leveling
 GD1110.and adjusted by the National Geodetic Survey in June 1991..
 GD1110
 GD1110.The geoid height was determined by GEOID03.
 GD1110
 GD1110.The dynamic height is computed by dividing the NAVD 88
 GD1110.geopotential number by the normal gravity value computed on the
 GD1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1110.degrees latitude (g = 980.6199 gals.).
 GD1110
 GD1110.The modeled gravity was interpolated from observed gravity values.
 GD1110
 GD1110;                    North         East    Units  Estimated Accuracy
 GD1110;SPC TN       -   199,330.      293,690.      MT  (+/- 180 meters Scaled)
 GD1110
 GD1110                          SUPERSEDED SURVEY CONTROL
 GD1110
 GD1110  NGVD 29 (??/??/??)  102.463  (m)          336.16   (f) ADJUSTED    1 1
 GD1110
 GD1110.Superseded values are not recommended for survey control.
 GD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1110.See file dsdata.txt to determine how the superseded data were derived.
 GD1110
 GD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE837957(NAD 83)
 GD1110_MARKER: DB = BENCH MARK DISK
 GD1110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1110+WITH SETTING: INTO GROUND
 GD1110_STAMPING: V 264 1974
 GD1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1110+STABILITY: SURFACE MOTION
 GD1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1110+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1110
 GD1110  HISTORY     - Date     Condition        Report By
 GD1110  HISTORY     - 1974     MONUMENTED       NGS
 GD1110  HISTORY     - 1976     GOOD             NGS
 GD1110  HISTORY     - 20020730 GOOD             USACE
 GD1110
 GD1110                          STATION DESCRIPTION
 GD1110
 GD1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1110'1.70 MI N FROM DYERSBURG.
 GD1110'ABOUT 1.70 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1110'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, AT A POWER LINE CROSSING
 GD1110'NEAR A CULTIVATED FIELD, 29.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GD1110'HIGHWAY, 2.4 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER AND TWO
 GD1110'GUY WIRES, ALSO A WITNESS SIGN NAILED ON IT, 26.9 FEET EAST OF THE
 GD1110'WEST GUY WIRE, 31.7 FEET NORTH OF THE SOUTH GUY WIRE, 2.5 FEET BELOW
 GD1110'LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 GD1110'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT
 GD1110'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1
 GD1110'FOOT.
 GD1110
 GD1110                          STATION RECOVERY (1976)
 GD1110
 GD1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1110'RECOVERED IN GOOD CONDITION.
 GD1110
 GD1110                          STATION RECOVERY (2002)
 GD1110
 GD1110'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1124 ***********************************************************************
 GD1124  DESIGNATION -  V 265
 GD1124  PID         -  GD1124
 GD1124  STATE/COUNTY-  TN/LAKE
 GD1124  USGS QUAD   -  MISTON (1983)
 GD1124
 GD1124                         *CURRENT SURVEY CONTROL
 GD1124  ___________________________________________________________________
 GD1124* NAD 83(1986)-  36 14 00.     (N)    089 29 16.     (W)     SCALED    
 GD1124* NAVD 88     -        85.550  (meters)     280.68   (feet)  ADJUSTED  
 GD1124  ___________________________________________________________________
 GD1124  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1124  DYNAMIC HT  -          85.479 (meters)     280.44  (feet)  COMP
 GD1124  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GD1124
 GD1124  VERT ORDER  -  FIRST     CLASS I
 GD1124
 GD1124.The horizontal coordinates were scaled from a topographic map and have
 GD1124.an estimated accuracy of +/- 6 seconds.
 GD1124
 GD1124.The orthometric height was determined by differential leveling
 GD1124.and adjusted by the National Geodetic Survey in June 1991..
 GD1124
 GD1124.The geoid height was determined by GEOID03.
 GD1124
 GD1124.The dynamic height is computed by dividing the NAVD 88
 GD1124.geopotential number by the normal gravity value computed on the
 GD1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1124.degrees latitude (g = 980.6199 gals.).
 GD1124
 GD1124.The modeled gravity was interpolated from observed gravity values.
 GD1124
 GD1124;                    North         East    Units  Estimated Accuracy
 GD1124;SPC TN       -   216,390.      286,530.      MT  (+/- 180 meters Scaled)
 GD1124
 GD1124                          SUPERSEDED SURVEY CONTROL
 GD1124
 GD1124  NGVD 29 (??/??/??)   85.472  (m)          280.42   (f) ADJUSTED    1 1
 GD1124
 GD1124.Superseded values are not recommended for survey control.
 GD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1124.See file dsdata.txt to determine how the superseded data were derived.
 GD1124
 GD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF764126(NAD 83)
 GD1124_MARKER: DB = BENCH MARK DISK
 GD1124_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1124+WITH SETTING: INTO GROUND
 GD1124_STAMPING: V 265 1974
 GD1124_MARK LOGO: NGS   
 GD1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1124+STABILITY: SURFACE MOTION
 GD1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1124+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1124
 GD1124  HISTORY     - Date     Condition        Report By
 GD1124  HISTORY     - 1974     MONUMENTED       NGS
 GD1124  HISTORY     - 1976     GOOD             NGS
 GD1124  HISTORY     - 20020802 GOOD             USACE
 GD1124
 GD1124                          STATION DESCRIPTION
 GD1124
 GD1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1124'2.60 MI S FROM RIDGELY.
 GD1124'ABOUT 2 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1124'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 0.60 MILE WEST
 GD1124'ALONG STATE HIGHWAY 79 TO A RED BRICK HOUSE, ON THE PROPERTY OF MR.
 GD1124'BRUCE WHITE, NEAR THE SOUTHWEST CORNER OF THE HOUSE, IN LINE WITH THE
 GD1124'SOUTH FACE OF THE HOUSE, 86.2 FEET NORTH OF THE CENTER LINE OF STATE
 GD1124'HIGHWAY 79, 28.6 FEET WEST OF THE DOORWAY ENTRANCE TO THE SOUTH SIDE
 GD1124'OF THE HOUSE, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A
 GD1124'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 GD1124'THE DISK IS 0.2 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 GD1124'PIPE FLUSH WITH THE GROUND.
 GD1124
 GD1124                          STATION RECOVERY (1976)
 GD1124
 GD1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1124'RECOVERED IN GOOD CONDITION.
 GD1124
 GD1124                          STATION RECOVERY (2002)
 GD1124
 GD1124'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1124'THE STATION IS LOCATED 2.60 MI (4.18 KM) SOUTH OF RIDGELY, TENNESSEE.
 GD1124'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND
 GD1124'STATE HIGHWAYS 79 WHICH IS 2.0 MI (3.2 KM) SOUTH OF RIDGELY,
 GD1124'TENNESSEE, PROCEED WEST ALONG STATE HIGHWAY 79 FOR 0.6 MI (1.0 KM) TO
 GD1124'AN OLD HOME SITE AND THE MARK ON THE RIGHT.  THE STATION IS LOCATED
 GD1124'2.8 FT (0.9 M) WEST OF THE SW CORNER OF FOUNDATION OF TORN DOWN BRICK
 GD1124'HOME, 86.2 FT NORTH OF THE CENTERLINE OF HIGHWAY 79, 28.6 FT (8.7 M)
 GD1124'WEST OF DOORWAY AT SOUTH ENTRY TO OLD HOUSE FOUNDATION AND 1.0 FT (0.3
 GD1124'M) SOUTH OF A CARSONITE WITNESS POST.  A STANDARD NGS DISK ATTACHED TO
 GD1124'THE TOP OF A 4 FT (1.2 M) COPPER COATED STEEL ROD THAT IS ATTACHED TO
 GD1124'A STEEL PLATE.  THE DISC IS 0.4 FT (12.2 CM) BELOW GROUND ENCASED IN 4
 GD1124'INCH PVC PIPE.  DESCRIBED BY JAMES M HAMNA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1368 ***********************************************************************
 GC1368  DESIGNATION -  V 27
 GC1368  PID         -  GC1368
 GC1368  STATE/COUNTY-  TN/DICKSON
 GC1368  USGS QUAD   -  DICKSON (1986)
 GC1368
 GC1368                         *CURRENT SURVEY CONTROL
 GC1368  ___________________________________________________________________
 GC1368* NAD 83(1986)-  36 06 03.     (N)    087 27 47.     (W)     SCALED    
 GC1368* NAVD 88     -       256.978  (meters)     843.10   (feet)  ADJUSTED  
 GC1368  ___________________________________________________________________
 GC1368  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1368  DYNAMIC HT  -         256.753 (meters)     842.36  (feet)  COMP
 GC1368  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GC1368
 GC1368  VERT ORDER  -  FIRST     CLASS II
 GC1368
 GC1368.The horizontal coordinates were scaled from a topographic map and have
 GC1368.an estimated accuracy of +/- 6 seconds.
 GC1368
 GC1368.The orthometric height was determined by differential leveling
 GC1368.and adjusted by the National Geodetic Survey in June 1991..
 GC1368
 GC1368.The geoid height was determined by GEOID03.
 GC1368
 GC1368.The dynamic height is computed by dividing the NAVD 88
 GC1368.geopotential number by the normal gravity value computed on the
 GC1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1368.degrees latitude (g = 980.6199 gals.).
 GC1368
 GC1368.The modeled gravity was interpolated from observed gravity values.
 GC1368
 GC1368;                    North         East    Units  Estimated Accuracy
 GC1368;SPC TN       -   197,090.      468,260.      MT  (+/- 180 meters Scaled)
 GC1368
 GC1368                          SUPERSEDED SURVEY CONTROL
 GC1368
 GC1368  NGVD 29 (??/??/92)  256.975  (m)          843.09   (f) ADJ UNCH    1 2
 GC1368
 GC1368.Superseded values are not recommended for survey control.
 GC1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1368.See file dsdata.txt to determine how the superseded data were derived.
 GC1368
 GC1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE583952(NAD 83)
 GC1368_MARKER: DB = BENCH MARK DISK
 GC1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1368_STAMPING: 843.374 V 27 1934
 GC1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1368+STABILITY: SURFACE MOTION
 GC1368
 GC1368  HISTORY     - Date     Condition        Report By
 GC1368  HISTORY     - 1934     MONUMENTED       CGS
 GC1368  HISTORY     - 1948     GOOD             NGS
 GC1368
 GC1368                          STATION DESCRIPTION
 GC1368
 GC1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1368'3 MI E FROM TENNESSEE CITY.
 GC1368'3.05 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1368'RAILWAY FROM THE STATION AT TENNESSEE CITY, ABOUT 680 FEET
 GC1368'NORTHEAST OF A ROAD CROSSING, 57 FEET NORTHWEST OF THE NORTHWEST
 GC1368'RAIL, 262 FEET WEST AND ACROSS TRACKS FROM RAILWAY SURVEY STATION
 GC1368'NO. 2160+00, 49 FEET SOUTHWEST OF POLE 46+23, 21 FEET SOUTHEAST
 GC1368'OF THE NORTHWEST RIGHT-O-F-WAY FENCE, 1 FOOT SOUTHEAST OF A
 GC1368'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 GC1368'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0697 ***********************************************************************
 FD0697  DESIGNATION -  V 29
 FD0697  PID         -  FD0697
 FD0697  STATE/COUNTY-  TN/HICKMAN
 FD0697  USGS QUAD   -  GREENFIELD BEND (1979)
 FD0697
 FD0697                         *CURRENT SURVEY CONTROL
 FD0697  ___________________________________________________________________
 FD0697* NAD 83(1986)-  35 43 25.     (N)    087 16 43.     (W)     SCALED    
 FD0697* NAVD 88     -       163.517  (meters)     536.47   (feet)  ADJUSTED  
 FD0697  ___________________________________________________________________
 FD0697  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0697  DYNAMIC HT  -         163.372 (meters)     536.00  (feet)  COMP
 FD0697  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 FD0697
 FD0697  VERT ORDER  -  SECOND    CLASS 0
 FD0697
 FD0697.The horizontal coordinates were scaled from a topographic map and have
 FD0697.an estimated accuracy of +/- 6 seconds.
 FD0697
 FD0697.The orthometric height was determined by differential leveling
 FD0697.and adjusted by the National Geodetic Survey in June 1991..
 FD0697
 FD0697.The geoid height was determined by GEOID03.
 FD0697
 FD0697.The dynamic height is computed by dividing the NAVD 88
 FD0697.geopotential number by the normal gravity value computed on the
 FD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0697.degrees latitude (g = 980.6199 gals.).
 FD0697
 FD0697.The modeled gravity was interpolated from observed gravity values.
 FD0697
 FD0697;                    North         East    Units  Estimated Accuracy
 FD0697;SPC TN       -   155,010.      484,320.      MT  (+/- 180 meters Scaled)
 FD0697
 FD0697                          SUPERSEDED SURVEY CONTROL
 FD0697
 FD0697  NGVD 29 (??/??/92)  163.503  (m)          536.43   (f) ADJ UNCH    2 0
 FD0697
 FD0697.Superseded values are not recommended for survey control.
 FD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0697.See file dsdata.txt to determine how the superseded data were derived.
 FD0697
 FD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE748533(NAD 83)
 FD0697_MARKER: DB = BENCH MARK DISK
 FD0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0697_SP_SET: PIER
 FD0697_STAMPING: V 29 1934
 FD0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0697
 FD0697  HISTORY     - Date     Condition        Report By
 FD0697  HISTORY     - 1934     MONUMENTED       CGS
 FD0697  HISTORY     - 1951     GOOD             NGS
 FD0697
 FD0697                          STATION DESCRIPTION
 FD0697
 FD0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FD0697'14.2 MI SE FROM CENTERVILLE.
 FD0697'14.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM CENTERVILLE,
 FD0697'AT SHADY GROVE, 100 FEET WEST OF A SERVICE STATION, AT THE
 FD0697'EAST EDGE OF DUNLOP CREEK, 30 FEET SOUTH OF THE CENTERLINE OF
 FD0697'THE OLD HIGHWAY BRIDGE, AND IN THE TOP OF AN OLD CONCRETE PIER.
 FD0697'A STANDARD DISK, STAMPED V 29 1934.  NOTE-- A NEW BRIDGE HAS
 FD0697'BEEN BUILT ACROSS DUNLOP CREEK.  THIS MARK IS IN THE OLD CONCRETE
 FD0697'PIER 50 FEET RIGHT OF STATION 734 + 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2390 ***********************************************************************
 FB2390  FBN         -  This is a Federal Base Network Control Station.
 FB2390  DESIGNATION -  V 292 GPS 34
 FB2390  PID         -  FB2390
 FB2390  STATE/COUNTY-  TN/BLOUNT
 FB2390  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2390
 FB2390                         *CURRENT SURVEY CONTROL
 FB2390  ___________________________________________________________________
 FB2390* NAD 83(1995)-  35 43 38.56282(N)    083 59 56.34499(W)     ADJUSTED  
 FB2390* NAVD 88     -       315.404  (meters)    1034.79   (feet)  ADJUSTED  
 FB2390  ___________________________________________________________________
 FB2390  X           -     541,961.884 (meters)                     COMP
 FB2390  Y           -  -5,155,544.085 (meters)                     COMP
 FB2390  Z           -   3,703,843.899 (meters)                     COMP
 FB2390  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FB2390  ELLIP HEIGHT-         285.10  (meters)          (04/12/99) GPS OBS
 FB2390  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FB2390  DYNAMIC HT  -         315.106 (meters)    1033.81  (feet)  COMP
 FB2390  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 FB2390
 FB2390  HORZ ORDER  -  B
 FB2390  VERT ORDER  -  FIRST     CLASS II
 FB2390  ELLP ORDER  -  FOURTH    CLASS I
 FB2390
 FB2390.The horizontal coordinates were established by GPS observations
 FB2390.and adjusted by the National Geodetic Survey in April 1999..
 FB2390
 FB2390.The orthometric height was determined by differential leveling
 FB2390.and adjusted by the National Geodetic Survey in June 1991..
 FB2390.WARNING-GPS observations at this control monument resulted in a GPS
 FB2390.derived orthometric height which differed from the leveled height by
 FB2390.more than one decimeter (0.1 meter).
 FB2390
 FB2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2390
 FB2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2390
 FB2390.The ellipsoidal height was determined by GPS observations
 FB2390.and is referenced to NAD 83.
 FB2390
 FB2390.The geoid height was determined by GEOID03.
 FB2390
 FB2390.The dynamic height is computed by dividing the NAVD 88
 FB2390.geopotential number by the normal gravity value computed on the
 FB2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2390.degrees latitude (g = 980.6199 gals.).
 FB2390
 FB2390.The modeled gravity was interpolated from observed gravity values.
 FB2390
 FB2390;                    North         East     Units Scale Factor Converg.
 FB2390;SPC TN       -   156,518.457   781,016.193   MT  0.99995013   +1 10 17.3
 FB2390;SPC TN       -   513,510.97  2,562,383.96   sFT  0.99995013   +1 10 17.3
 FB2390;UTM  17      - 3,957,859.038   228,741.696   MT  1.00050681   -1 45 08.1
 FB2390;UTM  16      - 3,957,864.660   771,442.022   MT  1.00050804   +1 45 12.4
 FB2390
 FB2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2390!SPC TN       -   0.99995525  x   0.99995013  =   0.99990539
 FB2390!UTM  17      -   0.99995525  x   1.00050681  =   1.00046204
 FB2390!UTM  16      -   0.99995525  x   1.00050804  =   1.00046327
 FB2390
 FB2390                          SUPERSEDED SURVEY CONTROL
 FB2390
 FB2390  NAD 83(1995)-  35 43 38.56307(N)    083 59 56.34509(W) AD(       ) B
 FB2390  ELLIP H (02/18/99)  285.02   (m)                       GP(       ) 4 1
 FB2390  NAD 83(1995)-  35 43 38.56441(N)    083 59 56.34801(W) AD(       ) B
 FB2390  ELLIP H (09/07/90)  285.06   (m)                       GP(       ) 4 1
 FB2390  NGVD 29 (12/12/91)  315.523  (m)         1035.18   (f) ADJUSTED    1 2
 FB2390
 FB2390.Superseded values are not recommended for survey control.
 FB2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2390.See file dsdata.txt to determine how the superseded data were derived.
 FB2390
 FB2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2874257859(NAD 83)
 FB2390_MARKER: I = METAL ROD
 FB2390_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB2390_SP_SET: STAINLESS STEEL ROD
 FB2390_STAMPING: V 292 1983
 FB2390_MARK LOGO: NGS   
 FB2390_PROJECTION: FLUSH
 FB2390_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2390+STABILITY: POSITION/ELEVATION WELL
 FB2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2390+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1993
 FB2390_ROD/PIPE-DEPTH: 16.9 meters
 FB2390_SLEEVE-DEPTH  : .1 meters
 FB2390
 FB2390  HISTORY     - Date     Condition        Report By
 FB2390  HISTORY     - 1983     MONUMENTED       NGS
 FB2390  HISTORY     - 1987     GOOD             NGS
 FB2390  HISTORY     - 19881216 GOOD
 FB2390  HISTORY     - 19890718 GOOD             NCGS
 FB2390  HISTORY     - 19901106 GOOD
 FB2390  HISTORY     - 19930309 GOOD             NOS
 FB2390
 FB2390                          STATION DESCRIPTION
 FB2390
 FB2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2390'IN MARYVILLE.
 FB2390'3.5 KM (2.2 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 441 FROM THE
 FB2390'CITY HALL IN MARYVILLE TO THE MARK ON THE RIGHT, IN FRONT OF LAWSON
 FB2390'ANIMAL HOSPITAL, 9.14 METERS (30.0 FT) NORTHWEST OF THE CENTERLINE OF
 FB2390'THE HIGHWAYS, 26.76 METERS (87.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 FB2390'OF THE HOSPITAL, 11.89 METERS (39.0 FT) NORTHEAST OF THE CENTER OF A
 FB2390'PAVED DRIVEWAY, 1.19 METERS (3.9 FT) NORTH OF UTILITY POLE 62 WITH
 FB2390'THREE TRANSFORMERS, A STREET LAMP AND ELECTRIC METER.
 FB2390'THE MARK IS 0.91 M BELOW HIGHWAYS.
 FB2390
 FB2390                          STATION RECOVERY (1987)
 FB2390
 FB2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FB2390'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF MARYVILLE,
 FB2390'ON THE NORTHWEST EDGE OF U.S. HIGHWAY 411 AND 129,
 FB2390'2.6 KM (1.6 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 411 AND
 FB2390'STATE ROUTE 335.
 FB2390'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FB2390'
 FB2390'TO REACH THE STATION FROM THE CITY HALL IN MARYVILLE GO
 FB2390'SOUTHWEST FOR 1.8 KM (1.1 MI) ON U.S. HIGHWAY 411 (BROADWAY) TO THE
 FB2390'JUNCTION OF U.S. HIGHWAY 129 BYPASS.
 FB2390'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 FB2390'1.8 KM (1.1 MI) ON U.S. HIGHWAYS 411 AND 129 TO THE STATION ON THE
 FB2390'RIGHT IN FRONT OF THE LAWSON ANIMAL HOSPITAL.
 FB2390'
 FB2390'THIS STATION IS A CLASS B ROD MARK WITH STAINLESS STEEL ROD DRIVEN
 FB2390'16.9 METERS (55.45 FT).  THE LOGO CAP IS STAMPED---V 292 1983---.
 FB2390'LOCATED
 FB2390'9.14 METERS (30.0 FT) NORTHWEST FROM THE ROAD CENTER AND 0.91 METERS
 FB2390'(3.0 FT) BELOW SAME,
 FB2390'26.76 METERS (87.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 FB2390'HOSPITAL,
 FB2390'11.89 METERS (39.0 FT) NORTHEAST FROM THE PAVED HOSPITAL ENTRANCE
 FB2390'DRIVE,
 FB2390'1.19 METERS (3.9 FT) NORTH FROM A FIBERGLASS WITNESS POST NEXT TO A
 FB2390'UTILITY POLE NUMBERED 62 WITH THREE TRANSFORMERS AND A STREET LAMP.
 FB2390'NOTE--THIS STATION IS AN NGS BENCH MARK (FIRST ORDER CLASS 2).  IT
 FB2390'IS LISTED UNDER JOB NUMBER L24727.
 FB2390
 FB2390                          STATION RECOVERY (1988)
 FB2390
 FB2390'RECOVERED 1988
 FB2390'RECOVERED IN GOOD CONDITION.
 FB2390
 FB2390                          STATION RECOVERY (1989)
 FB2390
 FB2390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB2390'RECOVERED IN GOOD CONDITION.
 FB2390
 FB2390                          STATION RECOVERY (1990)
 FB2390
 FB2390'RECOVERED 1990
 FB2390'RECOVERED IN GOOD CONDITION.
 FB2390
 FB2390                          STATION RECOVERY (1993)
 FB2390
 FB2390'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 FB2390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1630 ***********************************************************************
 FC1630  DESIGNATION -  V 293
 FC1630  PID         -  FC1630
 FC1630  STATE/COUNTY-  TN/HAMILTON
 FC1630  USGS QUAD   -  WAUHATCHIE (1976)
 FC1630
 FC1630                         *CURRENT SURVEY CONTROL
 FC1630  ___________________________________________________________________
 FC1630* NAD 83(1986)-  35 01 03.     (N)    085 22 47.     (W)     SCALED    
 FC1630* NAVD 88     -       223.019  (meters)     731.69   (feet)  ADJUSTED  
 FC1630  ___________________________________________________________________
 FC1630  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FC1630  DYNAMIC HT  -         222.798 (meters)     730.96  (feet)  COMP
 FC1630  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 FC1630
 FC1630  VERT ORDER  -  FIRST     CLASS II
 FC1630
 FC1630.The horizontal coordinates were scaled from a topographic map and have
 FC1630.an estimated accuracy of +/- 6 seconds.
 FC1630
 FC1630.The orthometric height was determined by differential leveling
 FC1630.and adjusted by the National Geodetic Survey in June 1991..
 FC1630
 FC1630.The geoid height was determined by GEOID03.
 FC1630
 FC1630.The dynamic height is computed by dividing the NAVD 88
 FC1630.geopotential number by the normal gravity value computed on the
 FC1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1630.degrees latitude (g = 980.6199 gals.).
 FC1630
 FC1630.The modeled gravity was interpolated from observed gravity values.
 FC1630
 FC1630;                    North         East    Units  Estimated Accuracy
 FC1630;SPC TN       -    76,090.      656,610.      MT  (+/- 180 meters Scaled)
 FC1630
 FC1630                          SUPERSEDED SURVEY CONTROL
 FC1630
 FC1630.No superseded survey control is available for this station.
 FC1630
 FC1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD478761(NAD 83)
 FC1630_MARKER: I = METAL ROD
 FC1630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1630_SP_SET: STAINLESS STEEL ROD
 FC1630_STAMPING: V 293 1983
 FC1630_MARK LOGO: NGS   
 FC1630_PROJECTION: FLUSH
 FC1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1630_ROD/PIPE-DEPTH: 5.5  meters
 FC1630
 FC1630  HISTORY     - Date     Condition        Report By
 FC1630  HISTORY     - 1983     MONUMENTED       NGS
 FC1630  HISTORY     - 19981025 GOOD             USPSQD
 FC1630  HISTORY     - 20030708 GOOD             GADT
 FC1630
 FC1630                          STATION DESCRIPTION
 FC1630
 FC1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1630'1.3 KM (0.8 MI) WEST FROM TIFTONIA.
 FC1630'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 41, 64, 72, AND 11 FROM THE
 FC1630'POST OFFICE IN TIFTONIA, SET JUST EAST OF A Y-ROAD JUNCTION,
 FC1630'8.22 METERS (27.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 FC1630'THE HIGHWAY, 20.66 METERS (67.8 FT) NORTH-NORTHWEST OF THE SOUTHEAST
 FC1630'CORNER OF A LARGE BUILDING, 6.24 METERS (20.5 FT) NORTH OF THE
 FC1630'NORTHERNMOST ONE OF THREE STEEL SUPPORT BEAMS FOR A TEXACO SIGN, AND
 FC1630'0.85 METERS (2.8 FT) WEST OF POWERLINE POLE NUMBER J7083 WITH
 FC1630'TRANSFORMER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1630'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FC1630
 FC1630                          STATION RECOVERY (1998)
 FC1630
 FC1630'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1630'RECOVERED IN GOOD CONDITION.
 FC1630
 FC1630                          STATION RECOVERY (2003)
 FC1630
 FC1630'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 FC1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1633 ***********************************************************************
 FC1633  DESIGNATION -  V 294
 FC1633  PID         -  FC1633
 FC1633  STATE/COUNTY-  TN/HAMILTON
 FC1633  USGS QUAD   -  CHATTANOOGA (1976)
 FC1633
 FC1633                         *CURRENT SURVEY CONTROL
 FC1633  ___________________________________________________________________
 FC1633* NAD 83(1986)-  35 02 36.     (N)    085 16 57.     (W)     SCALED    
 FC1633* NAVD 88     -       201.387  (meters)     660.72   (feet)  ADJUSTED  
 FC1633  ___________________________________________________________________
 FC1633  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1633  DYNAMIC HT  -         201.187 (meters)     660.06  (feet)  COMP
 FC1633  MODELED GRAV-     979,637.4   (mgal)                       NAVD 88
 FC1633
 FC1633  VERT ORDER  -  FIRST     CLASS II
 FC1633
 FC1633.The horizontal coordinates were scaled from a topographic map and have
 FC1633.an estimated accuracy of +/- 6 seconds.
 FC1633
 FC1633.The orthometric height was determined by differential leveling
 FC1633.and adjusted by the National Geodetic Survey in June 1991..
 FC1633
 FC1633.The geoid height was determined by GEOID03.
 FC1633
 FC1633.The dynamic height is computed by dividing the NAVD 88
 FC1633.geopotential number by the normal gravity value computed on the
 FC1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1633.degrees latitude (g = 980.6199 gals.).
 FC1633
 FC1633.The modeled gravity was interpolated from observed gravity values.
 FC1633
 FC1633;                    North         East    Units  Estimated Accuracy
 FC1633;SPC TN       -    79,020.      665,470.      MT  (+/- 180 meters Scaled)
 FC1633
 FC1633                          SUPERSEDED SURVEY CONTROL
 FC1633
 FC1633.No superseded survey control is available for this station.
 FC1633
 FC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD566791(NAD 83)
 FC1633_MARKER: I = METAL ROD
 FC1633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1633_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1633_STAMPING: V 294 1983
 FC1633_MARK LOGO: NGS   
 FC1633_PROJECTION: RECESSED 3 CENTIMETERS
 FC1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1633+STABILITY: POSITION/ELEVATION WELL
 FC1633_ROD/PIPE-DEPTH: 7.92 meters
 FC1633_SLEEVE-DEPTH  : 3.04 meters
 FC1633
 FC1633  HISTORY     - Date     Condition        Report By
 FC1633  HISTORY     - 1983     MONUMENTED       NGS
 FC1633  HISTORY     - 1990     GOOD             USPSQD
 FC1633
 FC1633                          STATION DESCRIPTION
 FC1633
 FC1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1633'IN CHATTANOOGA.
 FC1633'IN CHATTANOOGA, SET IN THE LAWN AT THE WARNER PARK FIELD HOUSE,
 FC1633'LOCATED IN THE WARNER PARK BY THE OVERPASS OVER THE RAILROAD TRACKS ON
 FC1633'EAST THIRD STREET, 4.26 METERS (14.0 FT) NORTHEAST OF THE NORTHEAST
 FC1633'CORNER OF THE BUILDING, 14.17 METERS (46.5 FT) EAST OF THE CENTER OF A
 FC1633'LARGE OVERHEAD DOOR ON THE NORTH SIDE OF BUILDING, 6.70 METERS
 FC1633'(22.0 FT) SOUTHWEST OF THE CENTER OF A METAL DRAINAGE COVER IN THE
 FC1633'DRIVEWAY IN FRONT OF BUILDING, 21.79 METERS (71.5 FT) SOUTH AND ACROSS
 FC1633'DRIVEWAY FROM A LIGHT POLE, 6.09 METERS (20.0 FT) SOUTH OF THE
 FC1633'EAST-WEST CURB ON SOUTH SIDE OF DRIVEWAY, AND 3.65 METERS (12.0 FT)
 FC1633'WEST OF THE WEST EDGE OF A SHORT NORTH-SOUTH CURB.
 FC1633'THE MARK IS 0.15 M ABOVE DRIVEWAY.
 FC1633
 FC1633                          STATION RECOVERY (1990)
 FC1633
 FC1633'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2381 ***********************************************************************
 FB2381  DESIGNATION -  V 295
 FB2381  PID         -  FB2381
 FB2381  STATE/COUNTY-  TN/BLOUNT
 FB2381  USGS QUAD   -  CALDERWOOD (1964)
 FB2381
 FB2381                         *CURRENT SURVEY CONTROL
 FB2381  ___________________________________________________________________
 FB2381* NAD 83(1986)-  35 30 06.     (N)    083 56 55.     (W)     SCALED    
 FB2381* NAVD 88     -       537.875  (meters)    1764.68   (feet)  ADJUSTED  
 FB2381  ___________________________________________________________________
 FB2381  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FB2381  DYNAMIC HT  -         537.352 (meters)    1762.96  (feet)  COMP
 FB2381  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FB2381
 FB2381  VERT ORDER  -  FIRST     CLASS II
 FB2381
 FB2381.The horizontal coordinates were scaled from a topographic map and have
 FB2381.an estimated accuracy of +/- 6 seconds.
 FB2381
 FB2381.The orthometric height was determined by differential leveling
 FB2381.and adjusted by the National Geodetic Survey in June 1991..
 FB2381
 FB2381.The geoid height was determined by GEOID03.
 FB2381
 FB2381.The dynamic height is computed by dividing the NAVD 88
 FB2381.geopotential number by the normal gravity value computed on the
 FB2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2381.degrees latitude (g = 980.6199 gals.).
 FB2381
 FB2381.The modeled gravity was interpolated from observed gravity values.
 FB2381
 FB2381;                    North         East    Units  Estimated Accuracy
 FB2381;SPC TN       -   131,580.      786,100.      MT  (+/- 180 meters Scaled)
 FB2381
 FB2381                          SUPERSEDED SURVEY CONTROL
 FB2381
 FB2381  NGVD 29 (12/12/91)  537.986  (m)         1765.04   (f) ADJUSTED    1 2
 FB2381
 FB2381.Superseded values are not recommended for survey control.
 FB2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2381.See file dsdata.txt to determine how the superseded data were derived.
 FB2381
 FB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325326(NAD 83)
 FB2381_MARKER: I = METAL ROD
 FB2381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FB2381+WITH SETTING: INFORMATION.
 FB2381_SP_SET: SHALLOW SET METAL ROD
 FB2381_STAMPING: V 295 1983
 FB2381_MARK LOGO: NGS   
 FB2381_PROJECTION: FLUSH
 FB2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2381_ROD/PIPE-DEPTH: 2.9  meters
 FB2381
 FB2381  HISTORY     - Date     Condition        Report By
 FB2381  HISTORY     - 1983     MONUMENTED       NGS
 FB2381
 FB2381                          STATION DESCRIPTION
 FB2381
 FB2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2381'10.3 KM (6.4 MI) NW FROM DEALS GAP NC.
 FB2381'10.3 KM (6.4 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF
 FB2381'STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON THE LEFT, UNDER A
 FB2381'HIGH POWER TRANSMISSION LINE, 5.73 METERS (18.8 FT) NORTHWEST OF THE
 FB2381'CENTERLINE OF THE HIGHWAY, 0.52 METER (1.7 FT) NORTH-NORTHEAST OF A
 FB2381'WOODEN POST PROJECTING 0.82 METER (2.7 FT).  NOTE--SEVERAL ATTEMPTS
 FB2381'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 FB2381'2.9 METERS.
 FB2381'THE MARK IS 0.52 METERS  SE FROM A WITNESS POST.
 FB2381'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2132 ***********************************************************************
 FE2132  DESIGNATION -  V 297
 FE2132  PID         -  FE2132
 FE2132  STATE/COUNTY-  TN/HARDEMAN
 FE2132  USGS QUAD   -  POCAHONTAS (1950)
 FE2132
 FE2132                         *CURRENT SURVEY CONTROL
 FE2132  ___________________________________________________________________
 FE2132* NAD 83(1986)-  35 03 45.     (N)    088 47 15.     (W)     SCALED    
 FE2132* NAVD 88     -       137.912  (meters)     452.47   (feet)  ADJUSTED  
 FE2132  ___________________________________________________________________
 FE2132  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2132  DYNAMIC HT  -         137.781 (meters)     452.04  (feet)  COMP
 FE2132  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 FE2132
 FE2132  VERT ORDER  -  FIRST     CLASS II
 FE2132
 FE2132.The horizontal coordinates were scaled from a topographic map and have
 FE2132.an estimated accuracy of +/- 6 seconds.
 FE2132
 FE2132.The orthometric height was determined by differential leveling
 FE2132.and adjusted by the National Geodetic Survey in June 1991..
 FE2132
 FE2132.The geoid height was determined by GEOID03.
 FE2132
 FE2132.The dynamic height is computed by dividing the NAVD 88
 FE2132.geopotential number by the normal gravity value computed on the
 FE2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2132.degrees latitude (g = 980.6199 gals.).
 FE2132
 FE2132.The modeled gravity was interpolated from observed gravity values.
 FE2132
 FE2132;                    North         East    Units  Estimated Accuracy
 FE2132;SPC TN       -    84,520.      345,750.      MT  (+/- 180 meters Scaled)
 FE2132
 FE2132                          SUPERSEDED SURVEY CONTROL
 FE2132
 FE2132.No superseded survey control is available for this station.
 FE2132
 FE2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD370814(NAD 83)
 FE2132_MARKER: I = METAL ROD
 FE2132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2132_SP_SET: STAINLESS STEEL ROD
 FE2132_STAMPING: V 297 1983
 FE2132_MARK LOGO: NGS   
 FE2132_PROJECTION: FLUSH
 FE2132_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2132+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2132_ROD/PIPE-DEPTH: 12.2 meters
 FE2132
 FE2132  HISTORY     - Date     Condition        Report By
 FE2132  HISTORY     - 1983     MONUMENTED       NGS
 FE2132  HISTORY     - 19970430 GOOD             USE
 FE2132  HISTORY     - 20020919 GOOD             USACE
 FE2132
 FE2132                          STATION DESCRIPTION
 FE2132
 FE2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2132'2.7 KM (1.7 MI) EAST FROM POCAHONTAS.
 FE2132'2.7 KM (1.7 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2132'POCAHONTAS, TO THE MARK ON THE LEFT, 13.29 METERS (43.6 FT) NORTH OF
 FE2132'THE CENTERLINE OF THE HIGHWAY, 26.49 METERS (86.9 FT) EAST OF A POST
 FE2132'SUPPORTING A SIGN WHICH AT THE PRESENT TIME STATES (TENNESSEE FOREST
 FE2132'FESTIVAL), 0.91 METER (3.0 FT) WEST OF A POWERLINE POLE WITH 2 GUY
 FE2132'WIRES, AND 7.71 METERS (25.3 FT) SOUTH OF THE NORTH GUY WIRE ANCHOR
 FE2132'FOR THE POWERLINE POLE.
 FE2132'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2132'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2132
 FE2132                          STATION RECOVERY (1997)
 FE2132
 FE2132'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2132'452.4 FT (137.9 M) (137.
 FE2132
 FE2132                          STATION RECOVERY (2002)
 FE2132
 FE2132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2132'MONUMENT IS APPROX. 200 FT W OF THE HARDEMAN AND MCNAIRY, TN COUNTY
 FE2132'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2159 ***********************************************************************
 FE2159  DESIGNATION -  V 298
 FE2159  PID         -  FE2159
 FE2159  STATE/COUNTY-  TN/FAYETTE
 FE2159  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2159
 FE2159                         *CURRENT SURVEY CONTROL
 FE2159  ___________________________________________________________________
 FE2159* NAD 83(1986)-  35 02 44.     (N)    089 13 27.     (W)     SCALED    
 FE2159* NAVD 88     -       179.249  (meters)     588.09   (feet)  ADJUSTED  
 FE2159  ___________________________________________________________________
 FE2159  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2159  DYNAMIC HT  -         179.079 (meters)     587.53  (feet)  COMP
 FE2159  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FE2159
 FE2159  VERT ORDER  -  FIRST     CLASS II
 FE2159
 FE2159.The horizontal coordinates were scaled from a topographic map and have
 FE2159.an estimated accuracy of +/- 6 seconds.
 FE2159
 FE2159.The orthometric height was determined by differential leveling
 FE2159.and adjusted by the National Geodetic Survey in June 1991..
 FE2159
 FE2159.The geoid height was determined by GEOID03.
 FE2159
 FE2159.The dynamic height is computed by dividing the NAVD 88
 FE2159.geopotential number by the normal gravity value computed on the
 FE2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2159.degrees latitude (g = 980.6199 gals.).
 FE2159
 FE2159.The modeled gravity was interpolated from observed gravity values.
 FE2159
 FE2159;                    North         East    Units  Estimated Accuracy
 FE2159;SPC TN       -    83,870.      305,880.      MT  (+/- 180 meters Scaled)
 FE2159
 FE2159                          SUPERSEDED SURVEY CONTROL
 FE2159
 FE2159.No superseded survey control is available for this station.
 FE2159
 FE2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD971803(NAD 83)
 FE2159_MARKER: I = METAL ROD
 FE2159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2159_SP_SET: STAINLESS STEEL ROD
 FE2159_STAMPING: V 298 1983
 FE2159_MARK LOGO: NGS   
 FE2159_PROJECTION: FLUSH
 FE2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2159+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2159_ROD/PIPE-DEPTH: 9.75 meters
 FE2159
 FE2159  HISTORY     - Date     Condition        Report By
 FE2159  HISTORY     - 1983     MONUMENTED       NGS
 FE2159  HISTORY     - 20020923 GOOD             USACE
 FE2159  HISTORY     - 20060506 GOOD             GEOCAC
 FE2159
 FE2159                          STATION DESCRIPTION
 FE2159
 FE2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2159'4.0 KM (2.5 MI) WEST FROM GRAND JUNCTION.
 FE2159'0.1 KM (0.05 MI) WEST ALONG CHARLESTON ROW FROM THE POST OFFICE IN
 FE2159'GRAND JUNCTION, TO THE JUNCTION OF TIPPAH STREET, THENCE 0.2 KM
 FE2159'(0.1 MI) NORTH TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 1.9 KM
 FE2159'(1.2 MI) WEST TO THE JUNCTION WHERE STATE HIGHWAYS 18 AND 57 MERGE,
 FE2159'THENCE 0.4 KM (0.25 MI) SOUTH TO THE JUNCTION OF STATE HIGHWAY 57
 FE2159'WEST, THENCE 1.4 KM (0.9 MI) WEST TO THE MARK ON THE RIGHT, ALSO,
 FE2159'0.1 KM (0.05 MI) NORTH ALONG FLINT STREET FROM THE POST OFFICE IN
 FE2159'LA GRANGE TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 1.7 KM (1.05 MI)
 FE2159'EAST ALONG STATE HIGHWAY 57 TO THE MARK ON THE LEFT, 8.90 METERS
 FE2159'(29.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.80 METERS (9.2 FT)
 FE2159'WEST-NORTHWEST OF POWERLINE POLE NUMBER 43, AND 0.46 METER (1.5 FT)
 FE2159'SOUTH OF A WHITE BOARD FENCE.
 FE2159'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2159'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FE2159
 FE2159                          STATION RECOVERY (2002)
 FE2159
 FE2159'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2159'RECOVERED IN GOOD CONDITION.
 FE2159
 FE2159                          STATION RECOVERY (2006)
 FE2159
 FE2159'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2189 ***********************************************************************
 FE2189  DESIGNATION -  V 299
 FE2189  PID         -  FE2189
 FE2189  STATE/COUNTY-  TN/SHELBY
 FE2189  USGS QUAD   -  GERMANTOWN (1997)
 FE2189
 FE2189                         *CURRENT SURVEY CONTROL
 FE2189  ___________________________________________________________________
 FE2189* NAD 83(1986)-  35 04 18.     (N)    089 46 54.     (W)     SCALED    
 FE2189* NAVD 88     -       108.632  (meters)     356.40   (feet)  ADJUSTED  
 FE2189  ___________________________________________________________________
 FE2189  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE2189  DYNAMIC HT  -         108.531 (meters)     356.07  (feet)  COMP
 FE2189  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FE2189
 FE2189  VERT ORDER  -  FIRST     CLASS II
 FE2189
 FE2189.The horizontal coordinates were scaled from a topographic map and have
 FE2189.an estimated accuracy of +/- 6 seconds.
 FE2189
 FE2189.The orthometric height was determined by differential leveling
 FE2189.and adjusted by the National Geodetic Survey in June 1991..
 FE2189
 FE2189.The geoid height was determined by GEOID03.
 FE2189
 FE2189.The dynamic height is computed by dividing the NAVD 88
 FE2189.geopotential number by the normal gravity value computed on the
 FE2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2189.degrees latitude (g = 980.6199 gals.).
 FE2189
 FE2189.The modeled gravity was interpolated from observed gravity values.
 FE2189
 FE2189;                    North         East    Units  Estimated Accuracy
 FE2189;SPC TN       -    88,580.      255,150.      MT  (+/- 180 meters Scaled)
 FE2189
 FE2189                          SUPERSEDED SURVEY CONTROL
 FE2189
 FE2189.No superseded survey control is available for this station.
 FE2189
 FE2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD463845(NAD 83)
 FE2189_MARKER: I = METAL ROD
 FE2189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2189_SP_SET: STAINLESS STEEL ROD
 FE2189_STAMPING: V 299 1983
 FE2189_MARK LOGO: NGS   
 FE2189_PROJECTION: FLUSH
 FE2189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2189_ROD/PIPE-DEPTH: 4.87 meters
 FE2189
 FE2189  HISTORY     - Date     Condition        Report By
 FE2189  HISTORY     - 1983     MONUMENTED       NGS
 FE2189  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE2189
 FE2189                          STATION DESCRIPTION
 FE2189
 FE2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2189'4.7 KM (2.9 MI) SE FROM GERMANTOWN.
 FE2189'0.4 KM (0.25 MI) WEST ALONG FARMINGTON STREET FROM THE POST OFFICE IN
 FE2189'GERMANTOWN TO THE JUNCTION OF GERMANTOWN ROAD, THENCE 1.0 KM (0.65 MI)
 FE2189'SOUTH TO THE JUNCTION OF SOUTHERN STREET, THENCE 1.1 KM (0.7 MI) EAST
 FE2189'TO THE JUNCTION OF POPLAR PIKE ROAD, THENCE 2.1 KM (1.3 MI) EAST TO
 FE2189'THE MARK ON THE RIGHT, 16.88 METERS (55.4 FT) SOUTH OF THE CENTERLINE
 FE2189'OF POPLAR PIKE ROAD, 36.03 METERS (118.2 FT) WEST OF A POWERLINE POLE
 FE2189'WITH A TRANSFORMER, AND 2.74 METERS (9.0 FT) SOUTH OF THE SOUTH EDGE
 FE2189'OF A SIDEWALK.
 FE2189'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2189'THE MARK IS 0.91 M ABOVE POPLAR PIKE ROAD.
 FE2189
 FE2189                          STATION RECOVERY (2002)
 FE2189
 FE2189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1134 ***********************************************************************
 GC1134  DESIGNATION -  V 3
 GC1134  PID         -  GC1134
 GC1134  STATE/COUNTY-  TN/MONTGOMERY
 GC1134  USGS QUAD   -  CLARKSVILLE (1984)
 GC1134
 GC1134                         *CURRENT SURVEY CONTROL
 GC1134  ___________________________________________________________________
 GC1134* NAD 83(1986)-  36 31 35.     (N)    087 21 29.     (W)     SCALED    
 GC1134* NAVD 88     -       152.197  (meters)     499.33   (feet)  ADJUSTED  
 GC1134  ___________________________________________________________________
 GC1134  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1134  DYNAMIC HT  -         152.070 (meters)     498.92  (feet)  COMP
 GC1134  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GC1134
 GC1134  VERT ORDER  -  FIRST     CLASS II
 GC1134
 GC1134.The horizontal coordinates were scaled from a topographic map and have
 GC1134.an estimated accuracy of +/- 6 seconds.
 GC1134
 GC1134.The orthometric height was determined by differential leveling
 GC1134.and adjusted by the National Geodetic Survey in June 1991..
 GC1134.WARNING-Repeat measurements at this control monument indicate possible
 GC1134.vertical movement.
 GC1134
 GC1134.The geoid height was determined by GEOID03.
 GC1134
 GC1134.The dynamic height is computed by dividing the NAVD 88
 GC1134.geopotential number by the normal gravity value computed on the
 GC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1134.degrees latitude (g = 980.6199 gals.).
 GC1134
 GC1134.The modeled gravity was interpolated from observed gravity values.
 GC1134
 GC1134;                    North         East    Units  Estimated Accuracy
 GC1134;SPC TN       -   244,170.      478,370.      MT  (+/- 180 meters Scaled)
 GC1134
 GC1134                          SUPERSEDED SURVEY CONTROL
 GC1134
 GC1134  NGVD 29 (??/??/92)  152.267  (m)          499.56   (f) ADJ UNCH    1 2
 GC1134
 GC1134.Superseded values are not recommended for survey control.
 GC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1134.See file dsdata.txt to determine how the superseded data were derived.
 GC1134
 GC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF679423(NAD 83)
 GC1134_MARKER: DB = BENCH MARK DISK
 GC1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1134_SP_SET: STAIRWAY
 GC1134_STAMPING: V 3 1921 3
 GC1134_MARK LOGO: CGS   
 GC1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1134
 GC1134  HISTORY     - Date     Condition        Report By
 GC1134  HISTORY     - 1921     MONUMENTED       CGS
 GC1134  HISTORY     - 1949     GOOD             NGS
 GC1134  HISTORY     - 1957     GOOD             NGS
 GC1134  HISTORY     - 1984     GOOD             NGS
 GC1134
 GC1134                          STATION DESCRIPTION
 GC1134
 GC1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1134'AT CLARKSVILLE.
 GC1134'AT CLARKSVILLE, AT THE INTERSECTION OF 2ND STREET AND COMMERCE
 GC1134'STREET, AT THE COUNTY COURT HOUSE, SET VERTICALLY IN THE SOUTHWEST
 GC1134'FACE OF THE SOUTHEAST STAIRWAY STONE FACING OF THE STAIRS TO 2ND
 GC1134'STREET ENTRANCE TO THE COURT HOUSE, 61 1/2 FEET NORTHEAST OF THE
 GC1134'NORTHEAST CURB OF 2ND STREET AND ABOUT 2 FEET ABOVE THE SIDE WALK.
 GC1134
 GC1134                          STATION RECOVERY (1957)
 GC1134
 GC1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1134'RECOVERED IN GOOD CONDITION.
 GC1134
 GC1134                          STATION RECOVERY (1984)
 GC1134
 GC1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1134'RECOVERED IN GOOD CONDITION.
 GC1134'THE MARK IS 0.61 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2205 ***********************************************************************
 FE2205  DESIGNATION -  V 300
 FE2205  PID         -  FE2205
 FE2205  STATE/COUNTY-  TN/SHELBY
 FE2205  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2205
 FE2205                         *CURRENT SURVEY CONTROL
 FE2205  ___________________________________________________________________
 FE2205* NAD 83(1986)-  35 06 57.     (N)    089 59 04.     (W)     SCALED    
 FE2205* NAVD 88     -        95.589  (meters)     313.61   (feet)  ADJUSTED  
 FE2205  ___________________________________________________________________
 FE2205  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2205  DYNAMIC HT  -          95.502 (meters)     313.33  (feet)  COMP
 FE2205  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 FE2205
 FE2205  VERT ORDER  -  FIRST     CLASS II
 FE2205
 FE2205.The horizontal coordinates were scaled from a topographic map and have
 FE2205.an estimated accuracy of +/- 6 seconds.
 FE2205
 FE2205.The orthometric height was determined by differential leveling
 FE2205.and adjusted by the National Geodetic Survey in June 1991..
 FE2205
 FE2205.The geoid height was determined by GEOID03.
 FE2205
 FE2205.The dynamic height is computed by dividing the NAVD 88
 FE2205.geopotential number by the normal gravity value computed on the
 FE2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2205.degrees latitude (g = 980.6199 gals.).
 FE2205
 FE2205.The modeled gravity was interpolated from observed gravity values.
 FE2205
 FE2205;                    North         East    Units  Estimated Accuracy
 FE2205;SPC TN       -    94,210.      236,870.      MT  (+/- 180 meters Scaled)
 FE2205
 FE2205                          SUPERSEDED SURVEY CONTROL
 FE2205
 FE2205.No superseded survey control is available for this station.
 FE2205
 FE2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280899(NAD 83)
 FE2205_MARKER: DV = VERTICAL CONTROL DISK
 FE2205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FE2205_SP_SET: ABUTMENT
 FE2205_STAMPING: V 300 1983
 FE2205_MARK LOGO: NGS   
 FE2205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2205+STABILITY: POSITION/ELEVATION WELL
 FE2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2205+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2205
 FE2205  HISTORY     - Date     Condition        Report By
 FE2205  HISTORY     - 1983     MONUMENTED       NGS
 FE2205  HISTORY     - 19950212 GOOD             NGS
 FE2205  HISTORY     - 20021016 GOOD             USACE
 FE2205
 FE2205                          STATION DESCRIPTION
 FE2205
 FE2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2205'IN MEMPHIS.
 FE2205'IN MEMPHIS, 4.5 KM (2.8 MI) WEST ALONG PARK AVENUE FROM THE WHITE
 FE2205'STATION POST OFFICE IN MEMPHIS TO THE JUNCTION OF CHERRY ROAD, THENCE
 FE2205'1.0 KM (0.6 MI) NORTH ALONG CHERRY ROAD TO THE JUNCTION OF SOUTHERN
 FE2205'ROAD, THENCE 5.6 KM (3.5 MI) WEST ALONG SOUTHERN ROAD TO THE JUNCTION
 FE2205'OF EAST PARKWAY BOULEVARD AND THE MARK, A DISK SET VERTICALLY IN THE
 FE2205'EAST FACE OF THE EAST PIER (EIGHTH PIER FROM THE NORTH END OF THE
 FE2205'OVERPASS), 39.75 METERS (130.4 FT) NORTH OF THE CENTERLINE OF THE
 FE2205'WESTBOUND LANE OF SOUTHERN ROAD, AND 10.21 METERS (33.5 FT) WEST OF
 FE2205'THE CENTER OF THE EAST PARKWAY BOULEVARD ON RAMP.
 FE2205'THE MARK IS 2.44 M ABOVE GROUND.
 FE2205
 FE2205                          STATION RECOVERY (1995)
 FE2205
 FE2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FE2205'RECOVERED AS DESCRIBED.
 FE2205
 FE2205                          STATION RECOVERY (2002)
 FE2205
 FE2205'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1375 ***********************************************************************
 FD1375  DESIGNATION -  V 301
 FD1375  PID         -  FD1375
 FD1375  STATE/COUNTY-  TN/MAURY
 FD1375  USGS QUAD   -  SUMMERTOWN (1976)
 FD1375
 FD1375                         *CURRENT SURVEY CONTROL
 FD1375  ___________________________________________________________________
 FD1375* NAD 83(1986)-  35 27 39.     (N)    087 15 53.     (W)     SCALED    
 FD1375* NAVD 88     -       259.920  (meters)     852.75   (feet)  ADJUSTED  
 FD1375  ___________________________________________________________________
 FD1375  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1375  DYNAMIC HT  -         259.681 (meters)     851.97  (feet)  COMP
 FD1375  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FD1375
 FD1375  VERT ORDER  -  FIRST     CLASS II
 FD1375
 FD1375.The horizontal coordinates were scaled from a topographic map and have
 FD1375.an estimated accuracy of +/- 6 seconds.
 FD1375
 FD1375.The orthometric height was determined by differential leveling
 FD1375.and adjusted by the National Geodetic Survey in June 1991..
 FD1375
 FD1375.The geoid height was determined by GEOID03.
 FD1375
 FD1375.The dynamic height is computed by dividing the NAVD 88
 FD1375.geopotential number by the normal gravity value computed on the
 FD1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1375.degrees latitude (g = 980.6199 gals.).
 FD1375
 FD1375.The modeled gravity was interpolated from observed gravity values.
 FD1375
 FD1375;                    North         East    Units  Estimated Accuracy
 FD1375;SPC TN       -   125,840.      485,200.      MT  (+/- 180 meters Scaled)
 FD1375
 FD1375                          SUPERSEDED SURVEY CONTROL
 FD1375
 FD1375.No superseded survey control is available for this station.
 FD1375
 FD1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE759241(NAD 83)
 FD1375_MARKER: DB = BENCH MARK DISK
 FD1375_SETTING: 66 = SET IN ROCK OUTCROP
 FD1375_SP_SET: ROCK OUTCROP
 FD1375_STAMPING: V 301 1984
 FD1375_MARK LOGO: NGS   
 FD1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1375+STABILITY: POSITION/ELEVATION WELL
 FD1375
 FD1375  HISTORY     - Date     Condition        Report By
 FD1375  HISTORY     - 1984     MONUMENTED       NGS
 FD1375
 FD1375                          STATION DESCRIPTION
 FD1375
 FD1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1375'5.4 KM (3.35 MI) NE FROM SUMMERTOWN.
 FD1375'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1375'SUMMERTOWN, THENCE 2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE
 FD1375'MARK ON THE LEFT, SET VERTICALLY IN A BEDROCK FORMATION, 14.05 METERS
 FD1375'(46.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.01 METERS
 FD1375'(3.3 FT) ABOVE THE GROUND.
 FD1375'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1964 ***********************************************************************
 GC1964  DESIGNATION -  V 302
 GC1964  PID         -  GC1964
 GC1964  STATE/COUNTY-  TN/DAVIDSON
 GC1964  USGS QUAD   -  OAK HILL (1968)
 GC1964
 GC1964                         *CURRENT SURVEY CONTROL
 GC1964  ___________________________________________________________________
 GC1964* NAD 83(1986)-  36 03 17.     (N)    086 46 32.     (W)     SCALED    
 GC1964* NAVD 88     -       211.774  (meters)     694.80   (feet)  ADJUSTED  
 GC1964  ___________________________________________________________________
 GC1964  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC1964  DYNAMIC HT  -         211.590 (meters)     694.19  (feet)  COMP
 GC1964  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GC1964
 GC1964  VERT ORDER  -  FIRST     CLASS II
 GC1964
 GC1964.The horizontal coordinates were scaled from a topographic map and have
 GC1964.an estimated accuracy of +/- 6 seconds.
 GC1964
 GC1964.The orthometric height was determined by differential leveling
 GC1964.and adjusted by the National Geodetic Survey in June 1991..
 GC1964
 GC1964.The geoid height was determined by GEOID03.
 GC1964
 GC1964.The dynamic height is computed by dividing the NAVD 88
 GC1964.geopotential number by the normal gravity value computed on the
 GC1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1964.degrees latitude (g = 980.6199 gals.).
 GC1964
 GC1964.The modeled gravity was interpolated from observed gravity values.
 GC1964
 GC1964;                    North         East    Units  Estimated Accuracy
 GC1964;SPC TN       -   191,260.      530,130.      MT  (+/- 180 meters Scaled)
 GC1964
 GC1964                          SUPERSEDED SURVEY CONTROL
 GC1964
 GC1964.No superseded survey control is available for this station.
 GC1964
 GC1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE202900(NAD 83)
 GC1964_MARKER: I = METAL ROD
 GC1964_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC1964+WITH SETTING: INFORMATION.
 GC1964_SP_SET: SHALLOW SET METAL ROD
 GC1964_STAMPING: V 302 1984
 GC1964_MARK LOGO: NGS   
 GC1964_PROJECTION: RECESSED 3 CENTIMETERS
 GC1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1964_ROD/PIPE-DEPTH: 1.67 meters
 GC1964
 GC1964  HISTORY     - Date     Condition        Report By
 GC1964  HISTORY     - 1984     MONUMENTED       NGS
 GC1964
 GC1964                          STATION DESCRIPTION
 GC1964
 GC1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1964'3.1 KM (1.95 MI) NE FROM BRENTWOOD.
 GC1964'0.25 KM (0.15 MI) WEST ALONG CHURCH STREET FROM THE POST OFFICE IN
 GC1964'BRENTWOOD, THENCE 2.7 KM (1.7 MI) NORTHEAST ALONG U.S. HIGHWAY 31 TO
 GC1964'THE MARK AT AN ASPHALT DRIVEWAY, WITH TWO ROCK PILLARS, LEADING WEST
 GC1964'TO A TWO STORY RED BRICK HOUSE AND SET BETWEEN THE SOUTHWEST PILLAR
 GC1964'AND A LIGHT POLE, 0.1 KM (0.05 MI) SOUTHWEST OF A HIGH TENSION
 GC1964'POWERLINE CROSSING THE HIGHWAY, 8.22 METERS (27.0 FT) WEST OF THE
 GC1964'CENTERLINE OF U.S. HIGHWAY 31 SOUTHBOUND, 1.40 METERS (4.6 FT) WEST OF
 GC1964'THE METAL GUARD RAIL, 0.88 METERS (2.9 FT) NORTH OF THE LIGHT POLE,
 GC1964'AND 0.98 METERS (3.2 FT) SOUTH OF THE SOUTH FACE OF THE ROCK PILLAR.
 GC1964'NOTE, ROD DRIVEN TO REFUSAL.
 GC1964'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2031 ***********************************************************************
 GC2031  DESIGNATION -  V 303
 GC2031  PID         -  GC2031
 GC2031  STATE/COUNTY-  TN/MONTGOMERY
 GC2031  USGS QUAD   -  SANGO (1984)
 GC2031
 GC2031                         *CURRENT SURVEY CONTROL
 GC2031  ___________________________________________________________________
 GC2031* NAD 83(1986)-  36 36 56.     (N)    087 14 25.     (W)     SCALED    
 GC2031* NAVD 88     -       164.045  (meters)     538.20   (feet)  ADJUSTED  
 GC2031  ___________________________________________________________________
 GC2031  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2031  DYNAMIC HT  -         163.912 (meters)     537.77  (feet)  COMP
 GC2031  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 GC2031
 GC2031  VERT ORDER  -  FIRST     CLASS II
 GC2031
 GC2031.The horizontal coordinates were scaled from a topographic map and have
 GC2031.an estimated accuracy of +/- 6 seconds.
 GC2031
 GC2031.The orthometric height was determined by differential leveling
 GC2031.and adjusted by the National Geodetic Survey in June 1991..
 GC2031
 GC2031.The geoid height was determined by GEOID03.
 GC2031
 GC2031.The dynamic height is computed by dividing the NAVD 88
 GC2031.geopotential number by the normal gravity value computed on the
 GC2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2031.degrees latitude (g = 980.6199 gals.).
 GC2031
 GC2031.The modeled gravity was interpolated from observed gravity values.
 GC2031
 GC2031;                    North         East    Units  Estimated Accuracy
 GC2031;SPC TN       -   253,920.      489,050.      MT  (+/- 180 meters Scaled)
 GC2031
 GC2031                          SUPERSEDED SURVEY CONTROL
 GC2031
 GC2031.No superseded survey control is available for this station.
 GC2031
 GC2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF785522(NAD 83)
 GC2031_MARKER: I = METAL ROD
 GC2031_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2031_SP_SET: STAINLESS STEEL ROD
 GC2031_STAMPING: V 303 1984
 GC2031_MARK LOGO: NGS   
 GC2031_PROJECTION: FLUSH
 GC2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2031_ROD/PIPE-DEPTH: 9.75 meters
 GC2031
 GC2031  HISTORY     - Date     Condition        Report By
 GC2031  HISTORY     - 1984     MONUMENTED       NGS
 GC2031
 GC2031                          STATION DESCRIPTION
 GC2031
 GC2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2031'9.3 KM (5.8 MI) NE FROM ST BETHLEHEM.
 GC2031'9.3 KM (5.8 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2031'IN ST. BETHLEHEM TO A BRICK HOUSE AND THE MARK ON THE RIGHT,
 GC2031'18.20 METERS (59.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 GC2031'HIGHWAY, 61.39 METERS (201.4 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 GC2031'A TAN BRICK HOUSE, 20.33 METERS (66.7 FT) EAST-NORTHEAST OF A CONCRETE
 GC2031'RIGHT OF WAY MARKER, 6.04 METERS (19.8 FT) SOUTH-SOUTHWEST OF THE
 GC2031'CENTER OF THE DRIVEWAY TO THE HOUSE, AND 2.16 METERS (7.1 FT)
 GC2031'SOUTH-SOUTHWEST OF THE CORNER OF A FENCE.
 GC2031'THE MARK IS 0.40 METERS  NNW FROM A WITNESS POST.
 GC2031'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1991 ***********************************************************************
 GC1991  DESIGNATION -  V 304
 GC1991  PID         -  GC1991
 GC1991  STATE/COUNTY-  TN/CHEATHAM
 GC1991  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1991
 GC1991                         *CURRENT SURVEY CONTROL
 GC1991  ___________________________________________________________________
 GC1991* NAD 83(1986)-  36 19 30.     (N)    087 08 37.     (W)     SCALED    
 GC1991* NAVD 88     -       183.952  (meters)     603.52   (feet)  ADJUSTED  
 GC1991  ___________________________________________________________________
 GC1991  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1991  DYNAMIC HT  -         183.799 (meters)     603.01  (feet)  COMP
 GC1991  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GC1991
 GC1991  VERT ORDER  -  FIRST     CLASS II
 GC1991
 GC1991.The horizontal coordinates were scaled from a topographic map and have
 GC1991.an estimated accuracy of +/- 6 seconds.
 GC1991
 GC1991.The orthometric height was determined by differential leveling
 GC1991.and adjusted by the National Geodetic Survey in June 1991..
 GC1991
 GC1991.The geoid height was determined by GEOID03.
 GC1991
 GC1991.The dynamic height is computed by dividing the NAVD 88
 GC1991.geopotential number by the normal gravity value computed on the
 GC1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1991.degrees latitude (g = 980.6199 gals.).
 GC1991
 GC1991.The modeled gravity was interpolated from observed gravity values.
 GC1991
 GC1991;                    North         East    Units  Estimated Accuracy
 GC1991;SPC TN       -   221,580.      497,320.      MT  (+/- 180 meters Scaled)
 GC1991
 GC1991                          SUPERSEDED SURVEY CONTROL
 GC1991
 GC1991.No superseded survey control is available for this station.
 GC1991
 GC1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF871200(NAD 83)
 GC1991_MARKER: I = METAL ROD
 GC1991_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1991_SP_SET: STAINLESS STEEL ROD
 GC1991_STAMPING: V 304 1984
 GC1991_MARK LOGO: NGS   
 GC1991_PROJECTION: RECESSED 5 CENTIMETERS
 GC1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1991_ROD/PIPE-DEPTH: 4.27 meters
 GC1991
 GC1991  HISTORY     - Date     Condition        Report By
 GC1991  HISTORY     - 1984     MONUMENTED       NGS
 GC1991
 GC1991                          STATION DESCRIPTION
 GC1991
 GC1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1991'10.4 KM (6.5 MI) NW FROM ASHLAND CITY.
 GC1991'10.1 KM (6.3 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1991'COURTHOUSE IN ASHLAND CITY, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG AN
 GC1991'ASPHALT SIDE ROAD TO THE MARK ON THE LEFT, ALSO 1.1 KM (0.7 MI)
 GC1991'SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN CHEAP HILL,
 GC1991'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG AN ASPHALT ROAD TO THE MARK,
 GC1991'10.58 METERS (34.7 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC1991'ROAD, 44.56 METERS (146.2 FT) WEST OF THE SOUTHWEST CORNER OF A ONE
 GC1991'LEVEL BRICK HOUSE, 18.87 METERS (61.9 FT) NORTH-NORTHWEST OF A
 GC1991'POWERLINE POLE, 1.71 METERS (5.6 FT) NORTHWEST OF A CORNER FENCE POST
 GC1991'AND A TELEPHONE JUNCTION BOX, AND 0.24 METERS (0.8 FT) SOUTHWEST OF A
 GC1991'FENCE LINE.
 GC1991'THE MARK IS 0.58 METERS  S FROM A WITNESS POST.
 GC1991'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2018 ***********************************************************************
 GC2018  DESIGNATION -  V 305
 GC2018  PID         -  GC2018
 GC2018  STATE/COUNTY-  TN/MONTGOMERY
 GC2018  USGS QUAD   -  CLARKSVILLE (1984)
 GC2018
 GC2018                         *CURRENT SURVEY CONTROL
 GC2018  ___________________________________________________________________
 GC2018* NAD 83(1986)-  36 31 29.     (N)    087 20 32.     (W)     SCALED    
 GC2018* NAVD 88     -       155.002  (meters)     508.54   (feet)  ADJUSTED  
 GC2018  ___________________________________________________________________
 GC2018  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2018  DYNAMIC HT  -         154.873 (meters)     508.11  (feet)  COMP
 GC2018  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GC2018
 GC2018  VERT ORDER  -  FIRST     CLASS II
 GC2018
 GC2018.The horizontal coordinates were scaled from a topographic map and have
 GC2018.an estimated accuracy of +/- 6 seconds.
 GC2018
 GC2018.The orthometric height was determined by differential leveling
 GC2018.and adjusted by the National Geodetic Survey in June 1991..
 GC2018
 GC2018.The geoid height was determined by GEOID03.
 GC2018
 GC2018.The dynamic height is computed by dividing the NAVD 88
 GC2018.geopotential number by the normal gravity value computed on the
 GC2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2018.degrees latitude (g = 980.6199 gals.).
 GC2018
 GC2018.The modeled gravity was interpolated from observed gravity values.
 GC2018
 GC2018;                    North         East    Units  Estimated Accuracy
 GC2018;SPC TN       -   243,960.      479,790.      MT  (+/- 180 meters Scaled)
 GC2018
 GC2018                          SUPERSEDED SURVEY CONTROL
 GC2018
 GC2018.No superseded survey control is available for this station.
 GC2018
 GC2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF693422(NAD 83)
 GC2018_MARKER: I = METAL ROD
 GC2018_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2018_SP_SET: STAINLESS STEEL ROD
 GC2018_STAMPING: V 305 1984
 GC2018_MARK LOGO: NGS   
 GC2018_PROJECTION: RECESSED 5 CENTIMETERS
 GC2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2018_ROD/PIPE-DEPTH: 6.10 meters
 GC2018
 GC2018  HISTORY     - Date     Condition        Report By
 GC2018  HISTORY     - 1984     MONUMENTED       NGS
 GC2018
 GC2018                          STATION DESCRIPTION
 GC2018
 GC2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2018'IN CLARKSVILLE.
 GC2018'IN CLARKSVILLE, AT THE INTERSECTION OF MADISON AND TWELFTH STREETS AND
 GC2018'ON THE SOUTH SIDE OF A LARGE BRICK BUILDING WITH SIX LARGE PILLARS,
 GC2018'10.49 METERS (34.4 FT) NORTHEAST OF THE CENTERLINE OF MADISON STREET,
 GC2018'30.66 METERS (100.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 GC2018'BRICK BUILDING (AT PRESENT THE MCREYNOLDS NAVE FUNERAL HOME),
 GC2018'26.30 METERS (86.3 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF TWELFTH
 GC2018'STREET AND 1.55 METERS (5.1 FT) SOUTHWEST OF THE SOUTHWEST END OF THE
 GC2018'SIGN FOR THE FUNERAL HOME.
 GC2018'THE MARK IS 0.61 M ABOVE MADISON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1056 ***********************************************************************
 FD1056  DESIGNATION -  V 31
 FD1056  PID         -  FD1056
 FD1056  STATE/COUNTY-  TN/WAYNE
 FD1056  USGS QUAD   -  TOPSY (1968)
 FD1056
 FD1056                         *CURRENT SURVEY CONTROL
 FD1056  ___________________________________________________________________
 FD1056* NAD 83(1986)-  35 25 33.     (N)    087 41 51.     (W)     SCALED    
 FD1056* NAVD 88     -       237.030  (meters)     777.66   (feet)  ADJUSTED  
 FD1056  ___________________________________________________________________
 FD1056  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD1056  DYNAMIC HT  -         236.809 (meters)     776.93  (feet)  COMP
 FD1056  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FD1056
 FD1056  VERT ORDER  -  SECOND    CLASS 0
 FD1056
 FD1056.The horizontal coordinates were scaled from a topographic map and have
 FD1056.an estimated accuracy of +/- 6 seconds.
 FD1056
 FD1056.The orthometric height was determined by differential leveling
 FD1056.and adjusted by the National Geodetic Survey in June 1991..
 FD1056
 FD1056.The geoid height was determined by GEOID03.
 FD1056
 FD1056.The dynamic height is computed by dividing the NAVD 88
 FD1056.geopotential number by the normal gravity value computed on the
 FD1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1056.degrees latitude (g = 980.6199 gals.).
 FD1056
 FD1056.The modeled gravity was interpolated from observed gravity values.
 FD1056
 FD1056;                    North         East    Units  Estimated Accuracy
 FD1056;SPC TN       -   122,550.      445,860.      MT  (+/- 180 meters Scaled)
 FD1056
 FD1056                          SUPERSEDED SURVEY CONTROL
 FD1056
 FD1056  NGVD 29 (??/??/92)  237.004  (m)          777.57   (f) ADJ UNCH    2 0
 FD1056
 FD1056.Superseded values are not recommended for survey control.
 FD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1056.See file dsdata.txt to determine how the superseded data were derived.
 FD1056
 FD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE366204(NAD 83)
 FD1056_MARKER: DB = BENCH MARK DISK
 FD1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1056_STAMPING: V 31 1934
 FD1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1056+STABILITY: SURFACE MOTION
 FD1056
 FD1056  HISTORY     - Date     Condition        Report By
 FD1056  HISTORY     - 1934     MONUMENTED       CGS
 FD1056
 FD1056                          STATION DESCRIPTION
 FD1056
 FD1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1056'4 MI E FROM WAYNESBORO.
 FD1056'ABOUT 4 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, THENCE
 FD1056'ABOUT 7 MILES NORTH ALONG OLD STATE HIGHWAY 48, ABOUT 1 MILE
 FD1056'SOUTH OF BUFFALO RIVER BRIDGE, ABOUT 200 YARDS NORTH OF A GENERAL
 FD1056'STORE, 66 FEET NORTH OF THE CROSSING OF A POWER LINE, AND 36 FEET
 FD1056'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FD1056'V 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0361 ***********************************************************************
 FD0361  DESIGNATION -  V 32
 FD0361  PID         -  FD0361
 FD0361  STATE/COUNTY-  TN/BEDFORD
 FD0361  USGS QUAD   -  BEDFORD (1981)
 FD0361
 FD0361                         *CURRENT SURVEY CONTROL
 FD0361  ___________________________________________________________________
 FD0361* NAD 83(1986)-  35 27 20.     (N)    086 30 51.     (W)     SCALED    
 FD0361* NAVD 88     -       237.156  (meters)     778.07   (feet)  ADJUSTED  
 FD0361  ___________________________________________________________________
 FD0361  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD0361  DYNAMIC HT  -         236.941 (meters)     777.36  (feet)  COMP
 FD0361  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 FD0361
 FD0361  VERT ORDER  -  SECOND    CLASS 0
 FD0361
 FD0361.The horizontal coordinates were scaled from a topographic map and have
 FD0361.an estimated accuracy of +/- 6 seconds.
 FD0361
 FD0361.The orthometric height was determined by differential leveling
 FD0361.and adjusted by the National Geodetic Survey in June 1991..
 FD0361
 FD0361.The geoid height was determined by GEOID03.
 FD0361
 FD0361.The dynamic height is computed by dividing the NAVD 88
 FD0361.geopotential number by the normal gravity value computed on the
 FD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0361.degrees latitude (g = 980.6199 gals.).
 FD0361
 FD0361.The modeled gravity was interpolated from observed gravity values.
 FD0361
 FD0361;                    North         East    Units  Estimated Accuracy
 FD0361;SPC TN       -   124,630.      553,330.      MT  (+/- 180 meters Scaled)
 FD0361
 FD0361                          SUPERSEDED SURVEY CONTROL
 FD0361
 FD0361  NGVD 29 (??/??/92)  237.148  (m)          778.04   (f) ADJ UNCH    2 0
 FD0361
 FD0361.Superseded values are not recommended for survey control.
 FD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0361.See file dsdata.txt to determine how the superseded data were derived.
 FD0361
 FD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE440236(NAD 83)
 FD0361_MARKER: DB = BENCH MARK DISK
 FD0361_SETTING: 66 = SET IN ROCK OUTCROP
 FD0361_SP_SET: SET IN ROCK OUTCROP
 FD0361_STAMPING: V 32 1934
 FD0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0361+STABILITY: POSITION/ELEVATION WELL
 FD0361
 FD0361  HISTORY     - Date     Condition        Report By
 FD0361  HISTORY     - 1934     MONUMENTED       CGS
 FD0361  HISTORY     - 1934     GOOD             NGS
 FD0361  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0361
 FD0361                          STATION DESCRIPTION
 FD0361
 FD0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0361'3.8 MI W FROM SHELBYVILLE.
 FD0361'3.8 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 FD0361'SHELBYVILLE, BEDFORD COUNTY, AT THE SUMMIT OF A HILL, 200 FEET
 FD0361'SOUTHEAST OF THE J.P. FRAZIER HOUSE IN 1934, 18 FEET SOUTH OF
 FD0361'THE CENTERLINE OF THE HIGHWAY, IN A PASTURE, 10 FEET SOUTH OF
 FD0361'THE FENCE, AND IN THE TOP OF BEDROCK.  A STANDARD DISK, STAMPED
 FD0361'V 32 1934.
 FD0361
 FD0361                          STATION RECOVERY (2001)
 FD0361
 FD0361'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0361' 
 FD0361' 
 FD0361' 
 FD0361' 
 FD0361' 
 FD0361' 
 FD0361' 
 FD0361' 
 FD0361' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0278 ***********************************************************************
 FD0278  DESIGNATION -  V 33
 FD0278  PID         -  FD0278
 FD0278  STATE/COUNTY-  TN/LINCOLN
 FD0278  USGS QUAD   -  BOONSHILL (1982)
 FD0278
 FD0278                         *CURRENT SURVEY CONTROL
 FD0278  ___________________________________________________________________
 FD0278* NAD 83(1986)-  35 11 22.     (N)    086 40 14.     (W)     SCALED    
 FD0278* NAVD 88     -       237.559  (meters)     779.39   (feet)  ADJUSTED  
 FD0278  ___________________________________________________________________
 FD0278  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0278  DYNAMIC HT  -         237.340 (meters)     778.67  (feet)  COMP
 FD0278  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FD0278
 FD0278  VERT ORDER  -  SECOND    CLASS 0
 FD0278
 FD0278.The horizontal coordinates were scaled from a topographic map and have
 FD0278.an estimated accuracy of +/- 6 seconds.
 FD0278
 FD0278.The orthometric height was determined by differential leveling
 FD0278.and adjusted by the National Geodetic Survey in June 1991..
 FD0278
 FD0278.The geoid height was determined by GEOID03.
 FD0278
 FD0278.The dynamic height is computed by dividing the NAVD 88
 FD0278.geopotential number by the normal gravity value computed on the
 FD0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0278.degrees latitude (g = 980.6199 gals.).
 FD0278
 FD0278.The modeled gravity was interpolated from observed gravity values.
 FD0278
 FD0278;                    North         East    Units  Estimated Accuracy
 FD0278;SPC TN       -    95,200.      538,930.      MT  (+/- 180 meters Scaled)
 FD0278
 FD0278                          SUPERSEDED SURVEY CONTROL
 FD0278
 FD0278  NGVD 29 (??/??/92)  237.537  (m)          779.32   (f) ADJ UNCH    2 0
 FD0278
 FD0278.Superseded values are not recommended for survey control.
 FD0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0278.See file dsdata.txt to determine how the superseded data were derived.
 FD0278
 FD0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED299941(NAD 83)
 FD0278_MARKER: DB = BENCH MARK DISK
 FD0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0278_STAMPING: V 33 1934
 FD0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0278+STABILITY: SURFACE MOTION
 FD0278
 FD0278  HISTORY     - Date     Condition        Report By
 FD0278  HISTORY     - 1934     MONUMENTED       CGS
 FD0278
 FD0278                          STATION DESCRIPTION
 FD0278
 FD0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0278'6.2 MI W FROM FAYETTEVILLE.
 FD0278'6.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM FAYETTEVILLE, LINCOLN
 FD0278'COUNTY, 30 FEET SOUTHEAST OF HIGHWAY STATION 536+02 (STAMPED
 FD0278'IN THE CONCRETE CURB), AT THE NORTHEAST CORNER OF THE YARD OF
 FD0278'A WHITE FARMHOUSE, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 FD0278'HIGHWAY.  A STANDARD DISK, STAMPED V 33 1934 AND SET IN THE
 FD0278'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0302 ***********************************************************************
 FE0302  DESIGNATION -  V 35
 FE0302  PID         -  FE0302
 FE0302  STATE/COUNTY-  TN/HARDIN
 FE0302  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0302
 FE0302                         *CURRENT SURVEY CONTROL
 FE0302  ___________________________________________________________________
 FE0302* NAD 83(1986)-  35 13 27.     (N)    088 15 23.     (W)     SCALED    
 FE0302* NAVD 88     -       134.779  (meters)     442.19   (feet)  ADJUSTED  
 FE0302  ___________________________________________________________________
 FE0302  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0302  DYNAMIC HT  -         134.657 (meters)     441.79  (feet)  COMP
 FE0302  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0302
 FE0302  VERT ORDER  -  SECOND    CLASS 0
 FE0302
 FE0302.The horizontal coordinates were scaled from a topographic map and have
 FE0302.an estimated accuracy of +/- 6 seconds.
 FE0302
 FE0302.The orthometric height was determined by differential leveling
 FE0302.and adjusted by the National Geodetic Survey in June 1991..
 FE0302
 FE0302.The geoid height was determined by GEOID03.
 FE0302
 FE0302.The dynamic height is computed by dividing the NAVD 88
 FE0302.geopotential number by the normal gravity value computed on the
 FE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0302.degrees latitude (g = 980.6199 gals.).
 FE0302
 FE0302.The modeled gravity was interpolated from observed gravity values.
 FE0302
 FE0302;                    North         East    Units  Estimated Accuracy
 FE0302;SPC TN       -   101,210.      394,600.      MT  (+/- 180 meters Scaled)
 FE0302
 FE0302                          SUPERSEDED SURVEY CONTROL
 FE0302
 FE0302  NGVD 29 (??/??/??)  134.791  (m)          442.23   (f) ADJUSTED    2 0
 FE0302
 FE0302.Superseded values are not recommended for survey control.
 FE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0302.See file dsdata.txt to determine how the superseded data were derived.
 FE0302
 FE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD856986(NAD 83)
 FE0302_MARKER: DB = BENCH MARK DISK
 FE0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0302_SP_SET: BRIDGE
 FE0302_STAMPING: V 35 1934
 FE0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0302
 FE0302  HISTORY     - Date     Condition        Report By
 FE0302  HISTORY     - 1934     MONUMENTED       CGS
 FE0302  HISTORY     - 1947     GOOD             CGS
 FE0302  HISTORY     - 1962     GOOD             TVA
 FE0302
 FE0302                          STATION DESCRIPTION
 FE0302
 FE0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0302'0.4 MI W FROM SAVANNAH.
 FE0302'0.35 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0302'SAVANNAH, AT THE EAST END OF THE BRIDGE OVER THE TENNESSEE RIVER,
 FE0302'SET IN THE TOP OF THE SOUTH END OF THE NORTHEAST CONCRETE WINGWALL
 FE0302'OF THE BRIDGE, 10 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 FE0302'OF THE HIGHWAY.
 FE0302
 FE0302                          STATION RECOVERY (1962)
 FE0302
 FE0302'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2092 ***********************************************************************
 FE2092  DESIGNATION -  V 35 RESET
 FE2092  PID         -  FE2092
 FE2092  STATE/COUNTY-  TN/HARDIN
 FE2092  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE2092
 FE2092                         *CURRENT SURVEY CONTROL
 FE2092  ___________________________________________________________________
 FE2092* NAD 83(1986)-  35 13 27.     (N)    088 15 23.     (W)     SCALED    
 FE2092* NAVD 88     -       136.96   (meters)     449.3    (feet)  RESET     
 FE2092  ___________________________________________________________________
 FE2092  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2092
 FE2092  VERT ORDER  -  THIRD
 FE2092
 FE2092.The horizontal coordinates were scaled from a topographic map and have
 FE2092.an estimated accuracy of +/- 6 seconds.
 FE2092
 FE2092.The orthometric height was computed from unverified reset data.
 FE2092.No vertical observational check was made to the station.
 FE2092
 FE2092.The geoid height was determined by GEOID03.
 FE2092
 FE2092;                    North         East    Units  Estimated Accuracy
 FE2092;SPC TN       -   101,210.      394,600.      MT  (+/- 180 meters Scaled)
 FE2092
 FE2092                          SUPERSEDED SURVEY CONTROL
 FE2092
 FE2092  NGVD 29 (10/12/01)  136.97   (m)          449.4    (f) RESET       3  
 FE2092
 FE2092.Superseded values are not recommended for survey control.
 FE2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2092.See file dsdata.txt to determine how the superseded data were derived.
 FE2092
 FE2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD856986(NAD 83)
 FE2092_MARKER: DB = BENCH MARK DISK
 FE2092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE2092_SP_SET: BRIDGE
 FE2092_STAMPING: V 35 RESET 1980
 FE2092_MARK LOGO: NGS   
 FE2092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2092
 FE2092  HISTORY     - Date     Condition        Report By
 FE2092  HISTORY     - 1980     MONUMENTED       NGS
 FE2092
 FE2092                          STATION DESCRIPTION
 FE2092
 FE2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FE2092'0.35 MI WEST FROM SAVANNAH.
 FE2092'0.35 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE
 FE2092'IN SAVANNAH, AT THE EAST END OF THE BRIDGE OVER THE
 FE2092'TENNESSEE RIVER, IN TOP AND SOUTHEAST ABUTMENT OF THE BRIDGE
 FE2092'OVER TENNESSEE RIVER, AND 4 FEET WEST OF THE EAST END OF THE BRIDGE.
 FE2092'THE MARK IS 3 FT ABOVE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1017 ***********************************************************************
 FD1017  DESIGNATION -  V 36
 FD1017  PID         -  FD1017
 FD1017  STATE/COUNTY-  TN/LAWRENCE
 FD1017  USGS QUAD   -  OVILLA (1976)
 FD1017
 FD1017                         *CURRENT SURVEY CONTROL
 FD1017  ___________________________________________________________________
 FD1017* NAD 83(1986)-  35 18 49.     (N)    087 32 49.     (W)     SCALED    
 FD1017* NAVD 88     -       307.697  (meters)    1009.50   (feet)  ADJUSTED  
 FD1017  ___________________________________________________________________
 FD1017  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1017  DYNAMIC HT  -         307.405 (meters)    1008.54  (feet)  COMP
 FD1017  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FD1017
 FD1017  VERT ORDER  -  SECOND    CLASS 0
 FD1017
 FD1017.The horizontal coordinates were scaled from a topographic map and have
 FD1017.an estimated accuracy of +/- 6 seconds.
 FD1017
 FD1017.The orthometric height was determined by differential leveling
 FD1017.and adjusted by the National Geodetic Survey in June 1991..
 FD1017
 FD1017.The geoid height was determined by GEOID03.
 FD1017
 FD1017.The dynamic height is computed by dividing the NAVD 88
 FD1017.geopotential number by the normal gravity value computed on the
 FD1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1017.degrees latitude (g = 980.6199 gals.).
 FD1017
 FD1017.The modeled gravity was interpolated from observed gravity values.
 FD1017
 FD1017;                    North         East    Units  Estimated Accuracy
 FD1017;SPC TN       -   109,870.      459,330.      MT  (+/- 180 meters Scaled)
 FD1017
 FD1017                          SUPERSEDED SURVEY CONTROL
 FD1017
 FD1017  NGVD 29 (??/??/92)  307.649  (m)         1009.35   (f) ADJ UNCH    2 0
 FD1017
 FD1017.Superseded values are not recommended for survey control.
 FD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1017.See file dsdata.txt to determine how the superseded data were derived.
 FD1017
 FD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE502079(NAD 83)
 FD1017_MARKER: DB = BENCH MARK DISK
 FD1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1017_STAMPING: V 36 1934
 FD1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1017+STABILITY: SURFACE MOTION
 FD1017
 FD1017  HISTORY     - Date     Condition        Report By
 FD1017  HISTORY     - 1934     MONUMENTED       CGS
 FD1017  HISTORY     - 1962     GOOD             NGS
 FD1017
 FD1017                          STATION DESCRIPTION
 FD1017
 FD1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1017'14.2 MI E FROM WAYNESBORO.
 FD1017'IN LAWRENCE COUNTY, 14.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD1017'WAYNESBORO, WAYNE COUNTY, ABOUT 200 YARDS WEST OF A ROAD
 FD1017'INTERSECTION, 100 YARDS WEST OF A CEMETERY ON THE NORTH SIDE OF
 FD1017'THE HIGHWAY, 1 YARD WEST OF A FENCE CORNER, AND 8 YARDS SOUTH
 FD1017'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 36
 FD1017'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD1017
 FD1017                          STATION RECOVERY (1962)
 FD1017
 FD1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1357 ***********************************************************************
 FC1357  DESIGNATION -  V 37
 FC1357  PID         -  FC1357
 FC1357  STATE/COUNTY-  TN/GRUNDY
 FC1357  USGS QUAD   -  BURROW COVE (1983)
 FC1357
 FC1357                         *CURRENT SURVEY CONTROL
 FC1357  ___________________________________________________________________
 FC1357* NAD 83(1986)-  35 15 41.     (N)    085 50 32.     (W)     SCALED    
 FC1357* NAVD 88     -       396.965  (meters)    1302.38   (feet)  ADJUSTED  
 FC1357  ___________________________________________________________________
 FC1357  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC1357  DYNAMIC HT  -         396.566 (meters)    1301.07  (feet)  COMP
 FC1357  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 FC1357
 FC1357  VERT ORDER  -  SECOND    CLASS 0
 FC1357
 FC1357.The horizontal coordinates were scaled from a topographic map and have
 FC1357.an estimated accuracy of +/- 6 seconds.
 FC1357
 FC1357.The orthometric height was determined by differential leveling
 FC1357.and adjusted by the National Geodetic Survey in June 1991..
 FC1357
 FC1357.The geoid height was determined by GEOID03.
 FC1357
 FC1357.The dynamic height is computed by dividing the NAVD 88
 FC1357.geopotential number by the normal gravity value computed on the
 FC1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1357.degrees latitude (g = 980.6199 gals.).
 FC1357
 FC1357.The modeled gravity was interpolated from observed gravity values.
 FC1357
 FC1357;                    North         East    Units  Estimated Accuracy
 FC1357;SPC TN       -   102,980.      614,360.      MT  (+/- 180 meters Scaled)
 FC1357
 FC1357                          SUPERSEDED SURVEY CONTROL
 FC1357
 FC1357  NGVD 29 (??/??/92)  396.948  (m)         1302.32   (f) ADJ UNCH    2 0
 FC1357
 FC1357.Superseded values are not recommended for survey control.
 FC1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1357.See file dsdata.txt to determine how the superseded data were derived.
 FC1357
 FC1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE053026(NAD 83)
 FC1357_MARKER: DB = BENCH MARK DISK
 FC1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1357_STAMPING: V 37 1934
 FC1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1357+STABILITY: SURFACE MOTION
 FC1357
 FC1357  HISTORY     - Date     Condition        Report By
 FC1357  HISTORY     - 1934     MONUMENTED       CGS
 FC1357  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1357
 FC1357                          STATION DESCRIPTION
 FC1357
 FC1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1357'2.4 MI N FROM MONTEAGLE.
 FC1357'2.4 MILES NORTH ALONG STATE HIGHWAY 2 FROM MONTEAGLE, GRUNDY
 FC1357'COUNTY, 0.8 MILE SOUTHEAST ALONG THE HIGHWAY FROM THE FOOT OF
 FC1357'THE MOUNTAIN, 800 FEET NORTHWEST OF THE BLUFF VIEW FILLING
 FC1357'STATION, AND 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 FC1357'STANDARD DISK, STAMPED V 37 1934 AND SET IN THE TOP OF A CONCRETE
 FC1357'POST.
 FC1357
 FC1357                          STATION RECOVERY (1962)
 FC1357
 FC1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1374 ***********************************************************************
 FC1374  DESIGNATION -  V 38
 FC1374  PID         -  FC1374
 FC1374  STATE/COUNTY-  TN/MARION
 FC1374  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1374
 FC1374                         *CURRENT SURVEY CONTROL
 FC1374  ___________________________________________________________________
 FC1374* NAD 83(1986)-  35 04 27.     (N)    085 37 31.     (W)     SCALED    
 FC1374* NAVD 88     -       189.497  (meters)     621.71   (feet)  ADJUSTED  
 FC1374  ___________________________________________________________________
 FC1374  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1374  DYNAMIC HT  -         189.312 (meters)     621.10  (feet)  COMP
 FC1374  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 FC1374
 FC1374  VERT ORDER  -  SECOND    CLASS 0
 FC1374
 FC1374.The horizontal coordinates were scaled from a topographic map and have
 FC1374.an estimated accuracy of +/- 6 seconds.
 FC1374
 FC1374.The orthometric height was determined by differential leveling
 FC1374.and adjusted by the National Geodetic Survey in June 1991..
 FC1374
 FC1374.The geoid height was determined by GEOID03.
 FC1374
 FC1374.The dynamic height is computed by dividing the NAVD 88
 FC1374.geopotential number by the normal gravity value computed on the
 FC1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1374.degrees latitude (g = 980.6199 gals.).
 FC1374
 FC1374.The modeled gravity was interpolated from observed gravity values.
 FC1374
 FC1374;                    North         East    Units  Estimated Accuracy
 FC1374;SPC TN       -    82,260.      634,180.      MT  (+/- 180 meters Scaled)
 FC1374
 FC1374                          SUPERSEDED SURVEY CONTROL
 FC1374
 FC1374  NGVD 29 (??/??/92)  189.508  (m)          621.74   (f) ADJ UNCH    2 0
 FC1374
 FC1374.Superseded values are not recommended for survey control.
 FC1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1374.See file dsdata.txt to determine how the superseded data were derived.
 FC1374
 FC1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD253821(NAD 83)
 FC1374_MARKER: DB = BENCH MARK DISK
 FC1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1374_STAMPING: V 38 1934
 FC1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1374+STABILITY: SURFACE MOTION
 FC1374
 FC1374  HISTORY     - Date     Condition        Report By
 FC1374  HISTORY     - 1934     MONUMENTED       CGS
 FC1374  HISTORY     - 1949     GOOD             NGS
 FC1374  HISTORY     - 1962     GOOD             NGS
 FC1374
 FC1374                          STATION DESCRIPTION
 FC1374
 FC1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1374'AT JASPER.
 FC1374'AT JASPER, MARION COUNTY, 200 FEET NORTHWEST OF THE NASHVILLE,
 FC1374'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 60 FEET SOUTHEAST OF THE
 FC1374'COUNTY COURTHOUSE, IN THE SOUTHEAST CORNER OF THE YARD, 15 FEET
 FC1374'NORTH OF THE SOUTH PROPERTY LINE, AND 1 FOOT WEST OF THE EAST
 FC1374'PROPERTY LINE.  A STANDARD DISK, STAMPED V 38 1934 AND SET IN
 FC1374'THE TOP OF A CONCRETE POST.
 FC1374
 FC1374                          STATION RECOVERY (1962)
 FC1374
 FC1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1129 ***********************************************************************
 FC1129  DESIGNATION -  V 39
 FC1129  PID         -  FC1129
 FC1129  STATE/COUNTY-  TN/SEQUATCHIE
 FC1129  USGS QUAD   -  MOUNT AIRY (1991)
 FC1129
 FC1129                         *CURRENT SURVEY CONTROL
 FC1129  ___________________________________________________________________
 FC1129* NAD 83(1986)-  35 23 53.     (N)    085 22 23.     (W)     SCALED    
 FC1129* NAVD 88     -       226.247  (meters)     742.28   (feet)  ADJUSTED  
 FC1129  ___________________________________________________________________
 FC1129  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1129  DYNAMIC HT  -         226.031 (meters)     741.57  (feet)  COMP
 FC1129  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FC1129
 FC1129  VERT ORDER  -  SECOND    CLASS 0
 FC1129
 FC1129.The horizontal coordinates were scaled from a topographic map and have
 FC1129.an estimated accuracy of +/- 6 seconds.
 FC1129
 FC1129.The orthometric height was determined by differential leveling
 FC1129.and adjusted by the National Geodetic Survey in June 1991..
 FC1129
 FC1129.The geoid height was determined by GEOID03.
 FC1129
 FC1129.The dynamic height is computed by dividing the NAVD 88
 FC1129.geopotential number by the normal gravity value computed on the
 FC1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1129.degrees latitude (g = 980.6199 gals.).
 FC1129
 FC1129.The modeled gravity was interpolated from observed gravity values.
 FC1129
 FC1129;                    North         East    Units  Estimated Accuracy
 FC1129;SPC TN       -   118,310.      656,950.      MT  (+/- 180 meters Scaled)
 FC1129
 FC1129                          SUPERSEDED SURVEY CONTROL
 FC1129
 FC1129  NGVD 29 (??/??/92)  226.287  (m)          742.41   (f) ADJ UNCH    2 0
 FC1129
 FC1129.Superseded values are not recommended for survey control.
 FC1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1129.See file dsdata.txt to determine how the superseded data were derived.
 FC1129
 FC1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE477184(NAD 83)
 FC1129_MARKER: DB = BENCH MARK DISK
 FC1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1129_STAMPING: V 39 1934
 FC1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1129+STABILITY: SURFACE MOTION
 FC1129
 FC1129  HISTORY     - Date     Condition        Report By
 FC1129  HISTORY     - 1934     MONUMENTED       CGS
 FC1129  HISTORY     - 1937     GOOD             NGS
 FC1129  HISTORY     - 1972     GOOD             TVA
 FC1129
 FC1129                          STATION DESCRIPTION
 FC1129
 FC1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 FC1129'2 MI NE FROM DUNLAP.
 FC1129'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1129'LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY, 14 POLES NORTHEAST
 FC1129'OF MILEPOST 39, AT BRIDGE 39.5, AND ABOUT 15 FEET EAST OF THE
 FC1129'TRACK.  A STANDARD DISK, STAMPED V 39 1934 AND SET IN THE
 FC1129'TOP OF A CONCRETE POST.
 FC1129
 FC1129                          STATION RECOVERY (1972)
 FC1129
 FC1129'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1838 ***********************************************************************
 GA1838  DESIGNATION -  V 4
 GA1838  PID         -  GA1838
 GA1838  STATE/COUNTY-  TN/HAWKINS
 GA1838  USGS QUAD   -  BULLS GAP (1976)
 GA1838
 GA1838                         *CURRENT SURVEY CONTROL
 GA1838  ___________________________________________________________________
 GA1838* NAD 83(1986)-  36 20 23.     (N)    083 00 10.     (W)     SCALED    
 GA1838* NAVD 88     -       345.467  (meters)    1133.42   (feet)  ADJUSTED  
 GA1838  ___________________________________________________________________
 GA1838  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1838  DYNAMIC HT  -         345.151 (meters)    1132.38  (feet)  COMP
 GA1838  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1838
 GA1838  VERT ORDER  -  FIRST     CLASS I
 GA1838
 GA1838.The horizontal coordinates were scaled from a topographic map and have
 GA1838.an estimated accuracy of +/- 6 seconds.
 GA1838
 GA1838.The orthometric height was determined by differential leveling
 GA1838.and adjusted by the National Geodetic Survey in June 1991..
 GA1838
 GA1838.The geoid height was determined by GEOID03.
 GA1838
 GA1838.The dynamic height is computed by dividing the NAVD 88
 GA1838.geopotential number by the normal gravity value computed on the
 GA1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1838.degrees latitude (g = 980.6199 gals.).
 GA1838
 GA1838.The modeled gravity was interpolated from observed gravity values.
 GA1838
 GA1838;                    North         East    Units  Estimated Accuracy
 GA1838;SPC TN       -   226,730.      869,030.      MT  (+/- 180 meters Scaled)
 GA1838
 GA1838                          SUPERSEDED SURVEY CONTROL
 GA1838
 GA1838  NGVD 29 (??/??/92)  345.626  (m)         1133.94   (f) ADJ UNCH    1 1
 GA1838
 GA1838.Superseded values are not recommended for survey control.
 GA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1838.See file dsdata.txt to determine how the superseded data were derived.
 GA1838
 GA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA202234(NAD 83)
 GA1838_MARKER: DB = BENCH MARK DISK
 GA1838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1838_SP_SET: UNDERPASS
 GA1838_STAMPING: V 4 1931 1134.269
 GA1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1838
 GA1838  HISTORY     - Date     Condition        Report By
 GA1838  HISTORY     - 1931     MONUMENTED       CGS
 GA1838  HISTORY     - 1967     GOOD             NGS
 GA1838
 GA1838                          STATION DESCRIPTION
 GA1838
 GA1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1838'7.9 MI NE FROM BULLS GAP.
 GA1838'ABOUT 7.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1838'RAILROAD FROM THE STATION AT BULLS GAP, OR ABOUT 8.75 MILES
 GA1838'SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1838'CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD AT BUREM, 0.15
 GA1838'MILE NORTHEAST OF MILEPOST 79, SET IN THE TOP OF THE WEST END OF
 GA1838'THE NORTH CONCRETE ABUTMENT OF A RAILROAD UNDERPASS FOR FORK
 GA1838'BRANCH ROAD WEST, 10 FEET WEST OF THE WEST RAIL OF THE TRACK, AND
 GA1838'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1162 ***********************************************************************
 FC1162  DESIGNATION -  V 40
 FC1162  PID         -  FC1162
 FC1162  STATE/COUNTY-  TN/MARION
 FC1162  USGS QUAD   -  KETNER GAP (1976)
 FC1162
 FC1162                         *CURRENT SURVEY CONTROL
 FC1162  ___________________________________________________________________
 FC1162* NAD 83(1986)-  35 11 18.     (N)    085 28 58.     (W)     SCALED    
 FC1162* NAVD 88     -       210.450  (meters)     690.45   (feet)  ADJUSTED  
 FC1162  ___________________________________________________________________
 FC1162  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1162  DYNAMIC HT  -         210.248 (meters)     689.79  (feet)  COMP
 FC1162  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FC1162
 FC1162  VERT ORDER  -  SECOND    CLASS 0
 FC1162
 FC1162.The horizontal coordinates were scaled from a topographic map and have
 FC1162.an estimated accuracy of +/- 6 seconds.
 FC1162
 FC1162.The orthometric height was determined by differential leveling
 FC1162.and adjusted by the National Geodetic Survey in June 1991..
 FC1162
 FC1162.The geoid height was determined by GEOID03.
 FC1162
 FC1162.The dynamic height is computed by dividing the NAVD 88
 FC1162.geopotential number by the normal gravity value computed on the
 FC1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1162.degrees latitude (g = 980.6199 gals.).
 FC1162
 FC1162.The modeled gravity was interpolated from observed gravity values.
 FC1162
 FC1162;                    North         East    Units  Estimated Accuracy
 FC1162;SPC TN       -    94,990.      647,110.      MT  (+/- 180 meters Scaled)
 FC1162
 FC1162                          SUPERSEDED SURVEY CONTROL
 FC1162
 FC1162  NGVD 29 (??/??/92)  210.482  (m)          690.56   (f) ADJ UNCH    2 0
 FC1162
 FC1162.Superseded values are not recommended for survey control.
 FC1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1162.See file dsdata.txt to determine how the superseded data were derived.
 FC1162
 FC1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD381949(NAD 83)
 FC1162_MARKER: DB = BENCH MARK DISK
 FC1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1162_STAMPING: V 40 1934
 FC1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1162+STABILITY: SURFACE MOTION
 FC1162
 FC1162  HISTORY     - Date     Condition        Report By
 FC1162  HISTORY     - 1934     MONUMENTED       CGS
 FC1162  HISTORY     - 1972     GOOD             TVA
 FC1162
 FC1162                          STATION DESCRIPTION
 FC1162
 FC1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1162'3 MI E FROM WHITWELL.
 FC1162'3.0 MILES EAST ALONG STATE HIGHWAY 27 FROM WHITWELL, MARION
 FC1162'COUNTY, AT THE VILLAGE OF CROSSROADS, 200 YARDS WEST OF A CHURCH,
 FC1162'100 FEET WEST OF THE B.H. CANTRELL RESIDENCE IN 1934, 30 FEET
 FC1162'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER.  A
 FC1162'STANDARD DISK, STAMPED V 40 1934 AND SET IN THE TOP OF A
 FC1162'CONCRETE POST.
 FC1162
 FC1162                          STATION RECOVERY (1972)
 FC1162
 FC1162'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1729 ***********************************************************************
 FB1729  DESIGNATION -  V 41
 FB1729  PID         -  FB1729
 FB1729  STATE/COUNTY-  TN/KNOX
 FB1729  USGS QUAD   -  SHOOKS GAP (1987)
 FB1729
 FB1729                         *CURRENT SURVEY CONTROL
 FB1729  ___________________________________________________________________
 FB1729* NAD 83(1986)-  35 53 05.     (N)    083 47 29.     (W)     SCALED    
 FB1729* NAVD 88     -       322.586  (meters)    1058.35   (feet)  ADJUSTED  
 FB1729  ___________________________________________________________________
 FB1729  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB1729  DYNAMIC HT  -         322.284 (meters)    1057.36  (feet)  COMP
 FB1729  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FB1729
 FB1729  VERT ORDER  -  SECOND    CLASS 0
 FB1729
 FB1729.The horizontal coordinates were scaled from a topographic map and have
 FB1729.an estimated accuracy of +/- 6 seconds.
 FB1729
 FB1729.The orthometric height was determined by differential leveling
 FB1729.and adjusted by the National Geodetic Survey in June 1991..
 FB1729
 FB1729.The geoid height was determined by GEOID03.
 FB1729
 FB1729.The dynamic height is computed by dividing the NAVD 88
 FB1729.geopotential number by the normal gravity value computed on the
 FB1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1729.degrees latitude (g = 980.6199 gals.).
 FB1729
 FB1729.The modeled gravity was interpolated from observed gravity values.
 FB1729
 FB1729;                    North         East    Units  Estimated Accuracy
 FB1729;SPC TN       -   174,380.      799,400.      MT  (+/- 180 meters Scaled)
 FB1729
 FB1729                          SUPERSEDED SURVEY CONTROL
 FB1729
 FB1729  NGVD 29 (??/??/92)  322.712  (m)         1058.76   (f) ADJ UNCH    2 0
 FB1729
 FB1729.Superseded values are not recommended for survey control.
 FB1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1729.See file dsdata.txt to determine how the superseded data were derived.
 FB1729
 FB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV480747(NAD 83)
 FB1729_MARKER: DB = BENCH MARK DISK
 FB1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1729_STAMPING: V 41 1934
 FB1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1729+STABILITY: SURFACE MOTION
 FB1729
 FB1729  HISTORY     - Date     Condition        Report By
 FB1729  HISTORY     - 1934     MONUMENTED       CGS
 FB1729  HISTORY     - 1950     GOOD             NGS
 FB1729
 FB1729                          STATION DESCRIPTION
 FB1729
 FB1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1729'12.2 MI SE FROM KNOXVILLE.
 FB1729'IN SEVIER COUNTY, 12.2 MILES SOUTHEAST ALONG THE TENNESSEE AND
 FB1729'NORTH CAROLINA RAILWAY FROM KNOXVILLE, KNOX COUNTY, AT SHOOKS
 FB1729'GAP, 90 FEET EAST OF A PRIVATE ROAD CROSSING, 21 FEET NORTH OF THE
 FB1729'CENTERLINE OF THE TRACK, AND IN THE YARD OF J.D. MEYERS.  A
 FB1729'STANDARD DISK, STAMPED V 41 1934 AND SET IN THE TOP OF A CONCRETE
 FB1729'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0856 ***********************************************************************
 FC0856  DESIGNATION -  V 42
 FC0856  PID         -  FC0856
 FC0856  STATE/COUNTY-  TN/CUMBERLAND
 FC0856  USGS QUAD   -  GRASSY COVE (1976)
 FC0856
 FC0856                         *CURRENT SURVEY CONTROL
 FC0856  ___________________________________________________________________
 FC0856* NAD 83(1986)-  35 50 39.     (N)    084 59 17.     (W)     SCALED    
 FC0856* NAVD 88     -       529.332  (meters)    1736.65   (feet)  ADJUSTED  
 FC0856  ___________________________________________________________________
 FC0856  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FC0856  DYNAMIC HT  -         528.828 (meters)    1735.00  (feet)  COMP
 FC0856  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 FC0856
 FC0856  VERT ORDER  -  SECOND    CLASS 0
 FC0856
 FC0856.The horizontal coordinates were scaled from a topographic map and have
 FC0856.an estimated accuracy of +/- 6 seconds.
 FC0856
 FC0856.The orthometric height was determined by differential leveling
 FC0856.and adjusted by the National Geodetic Survey in June 1991..
 FC0856
 FC0856.The geoid height was determined by GEOID03.
 FC0856
 FC0856.The dynamic height is computed by dividing the NAVD 88
 FC0856.geopotential number by the normal gravity value computed on the
 FC0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0856.degrees latitude (g = 980.6199 gals.).
 FC0856
 FC0856.The modeled gravity was interpolated from observed gravity values.
 FC0856
 FC0856;                    North         East    Units  Estimated Accuracy
 FC0856;SPC TN       -   168,100.      691,410.      MT  (+/- 180 meters Scaled)
 FC0856
 FC0856                          SUPERSEDED SURVEY CONTROL
 FC0856
 FC0856  NGVD 29 (??/??/92)  529.383  (m)         1736.82   (f) ADJ UNCH    2 0
 FC0856
 FC0856.Superseded values are not recommended for survey control.
 FC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0856.See file dsdata.txt to determine how the superseded data were derived.
 FC0856
 FC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE817685(NAD 83)
 FC0856_MARKER: DB = BENCH MARK DISK
 FC0856_SETTING: 66 = SET IN ROCK OUTCROP
 FC0856_SP_SET: BEDROCK
 FC0856_STAMPING: V 42 1934
 FC0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0856+STABILITY: POSITION/ELEVATION WELL
 FC0856
 FC0856  HISTORY     - Date     Condition        Report By
 FC0856  HISTORY     - 1934     MONUMENTED       CGS
 FC0856  HISTORY     - 1934     GOOD             NGS
 FC0856
 FC0856                          STATION DESCRIPTION
 FC0856
 FC0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0856'8.3 MI S FROM CROSSVILLE.
 FC0856'8.3 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 FC0856'COUNTY, 120 FEET EAST OF A DAM AND WATER-POWER MILL, NEAR THE
 FC0856'BRIDGE OVER DADDYS CREEK, 31 FEET SOUTHEAST OF THE SOUTH END OF
 FC0856'THE SOUTHEAST RETAINING WALL, 34 FEET EAST OF THE CENTERLINE OF
 FC0856'THE HIGHWAY, 27 FEET WEST OF THE NORTHWEST CORNER OF THE STONE
 FC0856'WALL AROUND FLOYD WILSONS HOUSE, AND IN BEDROCK.  A STANDARD DISK,
 FC0856'STAMPED V 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1034 ***********************************************************************
 FC1034  DESIGNATION -  V 43
 FC1034  PID         -  FC1034
 FC1034  STATE/COUNTY-  TN/BLEDSOE
 FC1034  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC1034
 FC1034                         *CURRENT SURVEY CONTROL
 FC1034  ___________________________________________________________________
 FC1034* NAD 83(1986)-  35 39 06.     (N)    085 12 35.     (W)     SCALED    
 FC1034* NAVD 88     -       562.743  (meters)    1846.27   (feet)  ADJUSTED  
 FC1034  ___________________________________________________________________
 FC1034  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1034  DYNAMIC HT  -         562.216 (meters)    1844.54  (feet)  COMP
 FC1034  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 FC1034
 FC1034  VERT ORDER  -  SECOND    CLASS 0
 FC1034
 FC1034.The horizontal coordinates were scaled from a topographic map and have
 FC1034.an estimated accuracy of +/- 6 seconds.
 FC1034
 FC1034.The orthometric height was determined by differential leveling
 FC1034.and adjusted by the National Geodetic Survey in June 1991..
 FC1034
 FC1034.The geoid height was determined by GEOID03.
 FC1034
 FC1034.The dynamic height is computed by dividing the NAVD 88
 FC1034.geopotential number by the normal gravity value computed on the
 FC1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1034.degrees latitude (g = 980.6199 gals.).
 FC1034
 FC1034.The modeled gravity was interpolated from observed gravity values.
 FC1034
 FC1034;                    North         East    Units  Estimated Accuracy
 FC1034;SPC TN       -   146,560.      671,560.      MT  (+/- 180 meters Scaled)
 FC1034
 FC1034                          SUPERSEDED SURVEY CONTROL
 FC1034
 FC1034  NGVD 29 (??/??/92)  562.796  (m)         1846.44   (f) ADJ UNCH    2 0
 FC1034
 FC1034.Superseded values are not recommended for survey control.
 FC1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1034.See file dsdata.txt to determine how the superseded data were derived.
 FC1034
 FC1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE620467(NAD 83)
 FC1034_MARKER: DB = BENCH MARK DISK
 FC1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1034_STAMPING: V 43 1934
 FC1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1034+STABILITY: SURFACE MOTION
 FC1034
 FC1034  HISTORY     - Date     Condition        Report By
 FC1034  HISTORY     - 1934     MONUMENTED       CGS
 FC1034
 FC1034                          STATION DESCRIPTION
 FC1034
 FC1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1034'5.7 MI NW FROM PIKEVILLE.
 FC1034'5.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE,
 FC1034'BLEDSOE COUNTY, 25 FEET WEST OF A GATE TO A FIELD, 25 FEET SOUTH
 FC1034'OF THE CENTERLINE OF THE HIGHWAY, AND 14 INCHES NORTH OF A FENCE.
 FC1034'A STANDARD DISK, STAMPED V 43 1934 AND SET IN THE TOP OF A
 FC1034'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1671 ***********************************************************************
 GB1671  DESIGNATION -  V 44
 GB1671  PID         -  GB1671
 GB1671  STATE/COUNTY-  TN/CUMBERLAND
 GB1671  USGS QUAD   -  ISOLINE (1974)
 GB1671
 GB1671                         *CURRENT SURVEY CONTROL
 GB1671  ___________________________________________________________________
 GB1671* NAD 83(1986)-  36 00 54.     (N)    085 02 39.     (W)     SCALED    
 GB1671* NAVD 88     -       554.029  (meters)    1817.68   (feet)  ADJUSTED  
 GB1671  ___________________________________________________________________
 GB1671  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB1671  DYNAMIC HT  -         553.514 (meters)    1815.99  (feet)  COMP
 GB1671  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 GB1671
 GB1671  VERT ORDER  -  SECOND    CLASS 0
 GB1671
 GB1671.The horizontal coordinates were scaled from a topographic map and have
 GB1671.an estimated accuracy of +/- 6 seconds.
 GB1671
 GB1671.The orthometric height was determined by differential leveling
 GB1671.and adjusted by the National Geodetic Survey in June 1991..
 GB1671
 GB1671.The geoid height was determined by GEOID03.
 GB1671
 GB1671.The dynamic height is computed by dividing the NAVD 88
 GB1671.geopotential number by the normal gravity value computed on the
 GB1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1671.degrees latitude (g = 980.6199 gals.).
 GB1671
 GB1671.The modeled gravity was interpolated from observed gravity values.
 GB1671
 GB1671;                    North         East    Units  Estimated Accuracy
 GB1671;SPC TN       -   187,000.      686,160.      MT  (+/- 180 meters Scaled)
 GB1671
 GB1671                          SUPERSEDED SURVEY CONTROL
 GB1671
 GB1671  NGVD 29 (??/??/92)  554.084  (m)         1817.86   (f) ADJ UNCH    2 0
 GB1671
 GB1671.Superseded values are not recommended for survey control.
 GB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1671.See file dsdata.txt to determine how the superseded data were derived.
 GB1671
 GB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE762873(NAD 83)
 GB1671_MARKER: DB = BENCH MARK DISK
 GB1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1671_STAMPING: V 44 1935
 GB1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1671+STABILITY: SURFACE MOTION
 GB1671
 GB1671  HISTORY     - Date     Condition        Report By
 GB1671  HISTORY     - 1934     MONUMENTED       CGS
 GB1671
 GB1671                          STATION DESCRIPTION
 GB1671
 GB1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1671'5.2 MI N FROM CROSSVILLE.
 GB1671'5.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 GB1671'COUNTY, 130 FEET SOUTH OF A STORE BUILDING, 100 FEET SOUTH OF A
 GB1671'CROSSROAD, AT THE EDGE OF THE TIMBERLINE, AND 30 FEET WEST OF THE
 GB1671'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 44 1934
 GB1671'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2297 ***********************************************************************
 GA2297  DESIGNATION -  V 45
 GA2297  PID         -  GA2297
 GA2297  STATE/COUNTY-  TN/GRAINGER
 GA2297  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2297
 GA2297                         *CURRENT SURVEY CONTROL
 GA2297  ___________________________________________________________________
 GA2297* NAD 83(1986)-  36 17 35.     (N)    083 35 44.     (W)     SCALED    
 GA2297* NAVD 88     -       427.924  (meters)    1403.95   (feet)  ADJUSTED  
 GA2297  ___________________________________________________________________
 GA2297  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2297  DYNAMIC HT  -         427.530 (meters)    1402.65  (feet)  COMP
 GA2297  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GA2297
 GA2297  VERT ORDER  -  SECOND    CLASS 0
 GA2297
 GA2297.The horizontal coordinates were scaled from a topographic map and have
 GA2297.an estimated accuracy of +/- 6 seconds.
 GA2297
 GA2297.The orthometric height was determined by differential leveling
 GA2297.and adjusted by the National Geodetic Survey in June 1991..
 GA2297
 GA2297.The geoid height was determined by GEOID03.
 GA2297
 GA2297.The dynamic height is computed by dividing the NAVD 88
 GA2297.geopotential number by the normal gravity value computed on the
 GA2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2297.degrees latitude (g = 980.6199 gals.).
 GA2297
 GA2297.The modeled gravity was interpolated from observed gravity values.
 GA2297
 GA2297;                    North         East    Units  Estimated Accuracy
 GA2297;SPC TN       -   220,090.      815,960.      MT  (+/- 180 meters Scaled)
 GA2297
 GA2297                          SUPERSEDED SURVEY CONTROL
 GA2297
 GA2297  NGVD 29 (??/??/92)  427.980  (m)         1404.13   (f) ADJ UNCH    2 0
 GA2297
 GA2297.Superseded values are not recommended for survey control.
 GA2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2297.See file dsdata.txt to determine how the superseded data were derived.
 GA2297
 GA2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA669195(NAD 83)
 GA2297_MARKER: DB = BENCH MARK DISK
 GA2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2297_STAMPING: V 45 1934
 GA2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2297+STABILITY: SURFACE MOTION
 GA2297
 GA2297  HISTORY     - Date     Condition        Report By
 GA2297  HISTORY     - 1934     MONUMENTED       CGS
 GA2297  HISTORY     - 1950     GOOD             NGS
 GA2297
 GA2297                          STATION DESCRIPTION
 GA2297
 GA2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2297'AT WASHBURN.
 GA2297'AT WASHBURN, GRAINGER COUNTY, ON THE SOUTHERN RAILWAY, 175
 GA2297'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 80 FEET
 GA2297'SOUTHWEST OF THE NORTH END OF A LARGE CONCRETE-TILE CULVERT
 GA2297'UNDER THE TRACK, 38 FEET NORTHWEST OF THE CENTERLINE OF THE
 GA2297'MAIN TRACK, IN THE SOUTHWEST CORNER OF THE FRONT YARD OF A
 GA2297'WHITE HOUSE, 19 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY
 GA2297'TO THE HOUSE, 29.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GA2297'PORCH, 16.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 GA2297'WALK, AND 5 FEET NORTHEAST OF A 6-INCH MAPLE TREE AT A FENCE
 GA2297'CORNER IN THE NORTHWEST SIDE OF THE HEDGE.  A STANDARD DISK,
 GA2297'STAMPED V 45 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GA2297'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1739 ***********************************************************************
 FB1739  DESIGNATION -  V 46
 FB1739  PID         -  FB1739
 FB1739  STATE/COUNTY-  TN/SEVIER
 FB1739  USGS QUAD   -  PIGEON FORGE (1970)
 FB1739
 FB1739                         *CURRENT SURVEY CONTROL
 FB1739  ___________________________________________________________________
 FB1739* NAD 83(1986)-  35 52 07.     (N)    083 34 11.     (W)     SCALED    
 FB1739* NAVD 88     -       274.793  (meters)     901.55   (feet)  ADJUSTED  
 FB1739  ___________________________________________________________________
 FB1739  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1739  DYNAMIC HT  -         274.535 (meters)     900.70  (feet)  COMP
 FB1739  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FB1739
 FB1739  VERT ORDER  -  SECOND    CLASS 0
 FB1739
 FB1739.The horizontal coordinates were scaled from a topographic map and have
 FB1739.an estimated accuracy of +/- 6 seconds.
 FB1739
 FB1739.The orthometric height was determined by differential leveling
 FB1739.and adjusted by the National Geodetic Survey in June 1991..
 FB1739
 FB1739.The geoid height was determined by GEOID03.
 FB1739
 FB1739.The dynamic height is computed by dividing the NAVD 88
 FB1739.geopotential number by the normal gravity value computed on the
 FB1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1739.degrees latitude (g = 980.6199 gals.).
 FB1739
 FB1739.The modeled gravity was interpolated from observed gravity values.
 FB1739
 FB1739;                    North         East    Units  Estimated Accuracy
 FB1739;SPC TN       -   173,060.      819,450.      MT  (+/- 180 meters Scaled)
 FB1739
 FB1739                          SUPERSEDED SURVEY CONTROL
 FB1739
 FB1739  NGVD 29 (??/??/92)  274.932  (m)          902.01   (f) ADJ UNCH    2 0
 FB1739
 FB1739.Superseded values are not recommended for survey control.
 FB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1739.See file dsdata.txt to determine how the superseded data were derived.
 FB1739
 FB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV679724(NAD 83)
 FB1739_MARKER: DB = BENCH MARK DISK
 FB1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1739_STAMPING: Y 46 1934
 FB1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1739+STABILITY: SURFACE MOTION
 FB1739
 FB1739  HISTORY     - Date     Condition        Report By
 FB1739  HISTORY     - 1934     MONUMENTED       CGS
 FB1739  HISTORY     - 1949     GOOD             TVA
 FB1739  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1739  HISTORY     - 1974     MARK NOT FOUND   USGS
 FB1739
 FB1739                          STATION DESCRIPTION
 FB1739
 FB1739'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FB1739'IN SEVIERVILLE.
 FB1739'AT SEVIERVILLE, SEVIER COUNTY, ON THE SMOKY MOUNTAIN RAILROAD,
 FB1739'ABOUT 16-1/2 RAILS NORTH OF THE BRIDGE OVER LITTLE PIGEON RIVER,
 FB1739'16 RAILS SOUTH OF THE CROSSING OF STATE HIGHWAY 35, ABOUT 30
 FB1739'FEET NORTH OF THE NORTH END OF THE ROUNDHOUSE,
 FB1739'50.1 FEET WEST OF THE WEST RAIL OF A SIDING, 5 FEET EAST OF A
 FB1739'BLUFF AND 24.8 FEET NORTHWEST OF TELEPHONE POLE 1073.  A STANDARD
 FB1739'DISK, STAMPED V 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FB1739
 FB1739                          STATION RECOVERY (1972)
 FB1739
 FB1739'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1739'MARK NOT FOUND.
 FB1739
 FB1739                          STATION RECOVERY (1974)
 FB1739
 FB1739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FB1739'A SEARCH WAS MADE FOR THE MARK BUT NOTING WAS FOUND. THERE HAS BEEN
 FB1739'SOME GRADING IN THE AREA AND IT IS POSSIBLE THAT THE MARK COULD HAVE
 FB1739'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0976 ***********************************************************************
 GB0976  DESIGNATION -  V 48
 GB0976  PID         -  GB0976
 GB0976  STATE/COUNTY-  TN/FENTRESS
 GB0976  USGS QUAD   -  BURRVILLE (1979)
 GB0976
 GB0976                         *CURRENT SURVEY CONTROL
 GB0976  ___________________________________________________________________
 GB0976* NAD 83(1986)-  36 22 02.     (N)    084 45 30.     (W)     SCALED    
 GB0976* NAVD 88     -       455.422  (meters)    1494.16   (feet)  ADJUSTED  
 GB0976  ___________________________________________________________________
 GB0976  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0976  DYNAMIC HT  -         455.031 (meters)    1492.88  (feet)  COMP
 GB0976  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 GB0976
 GB0976  VERT ORDER  -  SECOND    CLASS 0
 GB0976
 GB0976.The horizontal coordinates were scaled from a topographic map and have
 GB0976.an estimated accuracy of +/- 6 seconds.
 GB0976
 GB0976.The orthometric height was determined by differential leveling
 GB0976.and adjusted by the National Geodetic Survey in June 1991..
 GB0976
 GB0976.The geoid height was determined by GEOID03.
 GB0976
 GB0976.The dynamic height is computed by dividing the NAVD 88
 GB0976.geopotential number by the normal gravity value computed on the
 GB0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0976.degrees latitude (g = 980.6199 gals.).
 GB0976
 GB0976.The modeled gravity was interpolated from observed gravity values.
 GB0976
 GB0976;                    North         East    Units  Estimated Accuracy
 GB0976;SPC TN       -   226,370.      711,430.      MT  (+/- 180 meters Scaled)
 GB0976
 GB0976                          SUPERSEDED SURVEY CONTROL
 GB0976
 GB0976  NGVD 29 (??/??/92)  455.539  (m)         1494.55   (f) ADJ UNCH    2 0
 GB0976
 GB0976.Superseded values are not recommended for survey control.
 GB0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0976.See file dsdata.txt to determine how the superseded data were derived.
 GB0976
 GB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF011270(NAD 83)
 GB0976_MARKER: DB = BENCH MARK DISK
 GB0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0976_STAMPING: V 48 1934
 GB0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0976+STABILITY: SURFACE MOTION
 GB0976
 GB0976  HISTORY     - Date     Condition        Report By
 GB0976  HISTORY     - 1934     MONUMENTED       CGS
 GB0976  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB0976  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB0976
 GB0976                          STATION DESCRIPTION
 GB0976
 GB0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0976'7.9 MI E FROM ALLARDT.
 GB0976'7.9 MILES EAST ALONG STATE HIGHWAY 52 FROM ALLARDT, FENTRESS
 GB0976'COUNTY, 65 FEET WEST OF A POINT 65 FEET NORTH OF A FARMHOUSE
 GB0976'SOUTH OF THE HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 GB0976'HIGHWAY.  A STANDARD DISK, STAMPED V 48 1934 AND SET IN THE
 GB0976'TOP OF A CONCRETE POST.
 GB0976
 GB0976                          STATION RECOVERY (1950)
 GB0976
 GB0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GB0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0547 ***********************************************************************
 GB0547  DESIGNATION -  V 49
 GB0547  PID         -  GB0547
 GB0547  STATE/COUNTY-  TN/CAMPBELL
 GB0547  USGS QUAD   -  PIONEER (1979)
 GB0547
 GB0547                         *CURRENT SURVEY CONTROL
 GB0547  ___________________________________________________________________
 GB0547* NAD 83(1986)-  36 23 39.     (N)    084 18 59.     (W)     SCALED    
 GB0547* NAVD 88     -       535.574  (meters)    1757.13   (feet)  ADJUSTED  
 GB0547  ___________________________________________________________________
 GB0547  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB0547  DYNAMIC HT  -         535.092 (meters)    1755.55  (feet)  COMP
 GB0547  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GB0547
 GB0547  VERT ORDER  -  SECOND    CLASS 0
 GB0547
 GB0547.The horizontal coordinates were scaled from a topographic map and have
 GB0547.an estimated accuracy of +/- 6 seconds.
 GB0547
 GB0547.The orthometric height was determined by differential leveling
 GB0547.and adjusted by the National Geodetic Survey in June 1991..
 GB0547
 GB0547.The geoid height was determined by GEOID03.
 GB0547
 GB0547.The dynamic height is computed by dividing the NAVD 88
 GB0547.geopotential number by the normal gravity value computed on the
 GB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0547.degrees latitude (g = 980.6199 gals.).
 GB0547
 GB0547.The modeled gravity was interpolated from observed gravity values.
 GB0547
 GB0547;                    North         East    Units  Estimated Accuracy
 GB0547;SPC TN       -   229,950.      751,030.      MT  (+/- 180 meters Scaled)
 GB0547
 GB0547                          SUPERSEDED SURVEY CONTROL
 GB0547
 GB0547  NGVD 29 (??/??/92)  535.673  (m)         1757.45   (f) ADJ UNCH    2 0
 GB0547
 GB0547.Superseded values are not recommended for survey control.
 GB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0547.See file dsdata.txt to determine how the superseded data were derived.
 GB0547
 GB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF406310(NAD 83)
 GB0547_MARKER: DB = BENCH MARK DISK
 GB0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0547_STAMPING: V 49 1934
 GB0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0547+STABILITY: SURFACE MOTION
 GB0547
 GB0547  HISTORY     - Date     Condition        Report By
 GB0547  HISTORY     - 1934     MONUMENTED       CGS
 GB0547
 GB0547                          STATION DESCRIPTION
 GB0547
 GB0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0547'4.9 MI W FROM TURLEY.
 GB0547'4.9 MILES WEST ALONG STATE HIGHWAY 63 FROM TURLEY, CAMPBELL COUNTY,
 GB0547'100 FEET NORTHEAST OF THE TOP OF A LONG HILL, 45 FEET EAST OF
 GB0547'THE CENTERLINE OF THE HIGHWAY, ON A SLOPE AT THE RIGHT-OF-WAY
 GB0547'LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED V 49
 GB0547'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0594 ***********************************************************************
 GB0594  DESIGNATION -  V 50
 GB0594  PID         -  GB0594
 GB0594  STATE/COUNTY-  TN/CAMPBELL
 GB0594  USGS QUAD   -  JACKSBORO (1991)
 GB0594
 GB0594                         *CURRENT SURVEY CONTROL
 GB0594  ___________________________________________________________________
 GB0594* NAD 83(1986)-  36 21 29.     (N)    084 08 48.     (W)     SCALED    
 GB0594* NAVD 88     -       340.393  (meters)    1116.77   (feet)  ADJUSTED  
 GB0594  ___________________________________________________________________
 GB0594  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GB0594  DYNAMIC HT  -         340.090 (meters)    1115.78  (feet)  COMP
 GB0594  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 GB0594
 GB0594  VERT ORDER  -  SECOND    CLASS 0
 GB0594
 GB0594.The horizontal coordinates were scaled from a topographic map and have
 GB0594.an estimated accuracy of +/- 6 seconds.
 GB0594
 GB0594.The orthometric height was determined by differential leveling
 GB0594.and adjusted by the National Geodetic Survey in June 1991..
 GB0594
 GB0594.The geoid height was determined by GEOID03.
 GB0594
 GB0594.The dynamic height is computed by dividing the NAVD 88
 GB0594.geopotential number by the normal gravity value computed on the
 GB0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0594.degrees latitude (g = 980.6199 gals.).
 GB0594
 GB0594.The modeled gravity was interpolated from observed gravity values.
 GB0594
 GB0594;                    North         East    Units  Estimated Accuracy
 GB0594;SPC TN       -   226,220.      766,330.      MT  (+/- 180 meters Scaled)
 GB0594
 GB0594                          SUPERSEDED SURVEY CONTROL
 GB0594
 GB0594  NGVD 29 (??/??/92)  340.489  (m)         1117.09   (f) ADJ UNCH    2 0
 GB0594
 GB0594.Superseded values are not recommended for survey control.
 GB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0594.See file dsdata.txt to determine how the superseded data were derived.
 GB0594
 GB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF560274(NAD 83)
 GB0594_MARKER: DB = BENCH MARK DISK
 GB0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0594_SP_SET: UNDERPASS PARAPET WALL
 GB0594_STAMPING: V 50 1934
 GB0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0594
 GB0594  HISTORY     - Date     Condition        Report By
 GB0594  HISTORY     - 1934     MONUMENTED       CGS
 GB0594  HISTORY     - 1949     GOOD             NGS
 GB0594  HISTORY     - 1965     GOOD             NGS
 GB0594
 GB0594                          STATION DESCRIPTION
 GB0594
 GB0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0594'2 MI SW FROM LA FOLLETTE.
 GB0594'2.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0594'FROM THE STATION AT LA FOLLETTE, CAMPBELL COUNTY, AT THE UNDERPASS
 GB0594'OF U.S. HIGHWAY 25 W, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GB0594'CONCRETE PARAPET WALL, 8 INCHES FROM THE NORTHEAST END, AND 12
 GB0594'FEET SOUTHEAST OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
 GB0594'A STANDARD DISK, STAMPED V 50 1934.
 GB0594
 GB0594                          STATION RECOVERY (1965)
 GB0594
 GB0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0474 ***********************************************************************
 GB0474  DESIGNATION -  V 51
 GB0474  PID         -  GB0474
 GB0474  STATE/COUNTY-  TN/KNOX
 GB0474  USGS QUAD   -  POWELL (1976)
 GB0474
 GB0474                         *CURRENT SURVEY CONTROL
 GB0474  ___________________________________________________________________
 GB0474* NAD 83(1986)-  36 04 41.     (N)    084 03 20.     (W)     SCALED    
 GB0474* NAVD 88     -       274.878  (meters)     901.83   (feet)  ADJUSTED  
 GB0474  ___________________________________________________________________
 GB0474  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB0474  DYNAMIC HT  -         274.623 (meters)     900.99  (feet)  COMP
 GB0474  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 GB0474
 GB0474  VERT ORDER  -  FIRST     CLASS I
 GB0474
 GB0474.The horizontal coordinates were scaled from a topographic map and have
 GB0474.an estimated accuracy of +/- 6 seconds.
 GB0474
 GB0474.The orthometric height was determined by differential leveling
 GB0474.and adjusted by the National Geodetic Survey in June 1991..
 GB0474
 GB0474.The geoid height was determined by GEOID03.
 GB0474
 GB0474.The dynamic height is computed by dividing the NAVD 88
 GB0474.geopotential number by the normal gravity value computed on the
 GB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0474.degrees latitude (g = 980.6199 gals.).
 GB0474
 GB0474.The modeled gravity was interpolated from observed gravity values.
 GB0474
 GB0474;                    North         East    Units  Estimated Accuracy
 GB0474;SPC TN       -   195,320.      775,130.      MT  (+/- 180 meters Scaled)
 GB0474
 GB0474                          SUPERSEDED SURVEY CONTROL
 GB0474
 GB0474  NGVD 29 (??/??/92)  275.003  (m)          902.24   (f) ADJ UNCH    1 1
 GB0474
 GB0474.Superseded values are not recommended for survey control.
 GB0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0474.See file dsdata.txt to determine how the superseded data were derived.
 GB0474
 GB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE651966(NAD 83)
 GB0474_MARKER: DB = BENCH MARK DISK
 GB0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0474_STAMPING: V 51 1934
 GB0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0474+STABILITY: SURFACE MOTION
 GB0474
 GB0474  HISTORY     - Date     Condition        Report By
 GB0474  HISTORY     - 1934     MONUMENTED       CGS
 GB0474  HISTORY     - 1967     GOOD             NGS
 GB0474  HISTORY     - 1973     GOOD             LOCSUR
 GB0474
 GB0474                          STATION DESCRIPTION
 GB0474
 GB0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0474'5.1 MI NW FROM POWELL.
 GB0474'ABOUT 5.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0474'STATION AT POWELL, ABOUT 0.3 MILE NORTHWEST OF MILEPOST 13, 107 1/2
 GB0474'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER
 GB0474'OF THE ABANDONED HEISKELL RAILWAY STATION, AT A PRIVATE ROAD
 GB0474'CROSSING TO A ONE STORY WHITE FRAME HOUSE, 39 FEET SOUTH OF THE
 GB0474'SOUTH RAIL OF THE MAIN TRACK, 6 1/2 FEET EAST OF THE CENTER LINE
 GB0474'OF THE ROAD, 5 1/2 FEET SOUTH OF THE EAST END OF AN 18-INCH PIPE
 GB0474'CULVERT UNDER THE ROAD, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT
 GB0474'2 FEET BELOW LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 GB0474'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 GB0474
 GB0474                          STATION RECOVERY (1973)
 GB0474
 GB0474'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0379 ***********************************************************************
 GA0379  DESIGNATION -  V 52
 GA0379  PID         -  GA0379
 GA0379  STATE/COUNTY-  TN/UNICOI
 GA0379  USGS QUAD   -  ERWIN (1971)
 GA0379
 GA0379                         *CURRENT SURVEY CONTROL
 GA0379  ___________________________________________________________________
 GA0379* NAD 83(1986)-  36 08 14.     (N)    082 24 47.     (W)     SCALED    
 GA0379* NAVD 88     -       528.579  (meters)    1734.18   (feet)  ADJUSTED  
 GA0379  ___________________________________________________________________
 GA0379  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0379  DYNAMIC HT  -         528.056 (meters)    1732.46  (feet)  COMP
 GA0379  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 GA0379
 GA0379  VERT ORDER  -  SECOND    CLASS 0
 GA0379
 GA0379.The horizontal coordinates were scaled from a topographic map and have
 GA0379.an estimated accuracy of +/- 6 seconds.
 GA0379
 GA0379.The orthometric height was determined by differential leveling
 GA0379.and adjusted by the National Geodetic Survey in June 1991..
 GA0379
 GA0379.The geoid height was determined by GEOID03.
 GA0379
 GA0379.The dynamic height is computed by dividing the NAVD 88
 GA0379.geopotential number by the normal gravity value computed on the
 GA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0379.degrees latitude (g = 980.6199 gals.).
 GA0379
 GA0379.The modeled gravity was interpolated from observed gravity values.
 GA0379
 GA0379;                    North         East    Units  Estimated Accuracy
 GA0379;SPC TN       -   206,060.      922,770.      MT  (+/- 180 meters Scaled)
 GA0379
 GA0379                          SUPERSEDED SURVEY CONTROL
 GA0379
 GA0379  NGVD 29 (??/??/92)  528.702  (m)         1734.58   (f) ADJ UNCH    2 0
 GA0379
 GA0379.Superseded values are not recommended for survey control.
 GA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0379.See file dsdata.txt to determine how the superseded data were derived.
 GA0379
 GA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA728000(NAD 83)
 GA0379_MARKER: DB = BENCH MARK DISK
 GA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0379_STAMPING: V 52 1934
 GA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0379+STABILITY: SURFACE MOTION
 GA0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0379+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 GA0379
 GA0379  HISTORY     - Date     Condition        Report By
 GA0379  HISTORY     - 1934     MONUMENTED       CGS
 GA0379  HISTORY     - 20021203 GOOD             JCLS
 GA0379
 GA0379                          STATION DESCRIPTION
 GA0379
 GA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0379'AT ERWIN.
 GA0379'AT ERWIN, UNICOI COUNTY, OPPOSITE THE CENTER OF THE COUNTY HIGH
 GA0379'SCHOOL AND 6 INCHES EAST OF A SIDEWALK.  A STANDARD DISK, STAMPED
 GA0379'V 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0379
 GA0379                          STATION RECOVERY (2002)
 GA0379
 GA0379'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 GA0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0360 ***********************************************************************
 FC0360  DESIGNATION -  V 53
 FC0360  PID         -  FC0360
 FC0360  STATE/COUNTY-  TN/MCMINN
 FC0360  USGS QUAD   -  ENGLEWOOD (1980)
 FC0360
 FC0360                         *CURRENT SURVEY CONTROL
 FC0360  ___________________________________________________________________
 FC0360* NAD 83(1986)-  35 26 00.     (N)    084 28 23.     (W)     SCALED    
 FC0360* NAVD 88     -       266.388  (meters)     873.97   (feet)  ADJUSTED  
 FC0360  ___________________________________________________________________
 FC0360  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0360  DYNAMIC HT  -         266.131 (meters)     873.13  (feet)  COMP
 FC0360  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 FC0360
 FC0360  VERT ORDER  -  SECOND    CLASS 0
 FC0360
 FC0360.The horizontal coordinates were scaled from a topographic map and have
 FC0360.an estimated accuracy of +/- 6 seconds.
 FC0360
 FC0360.The orthometric height was determined by differential leveling
 FC0360.and adjusted by the National Geodetic Survey in June 1991..
 FC0360
 FC0360.The geoid height was determined by GEOID03.
 FC0360
 FC0360.The dynamic height is computed by dividing the NAVD 88
 FC0360.geopotential number by the normal gravity value computed on the
 FC0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0360.degrees latitude (g = 980.6199 gals.).
 FC0360
 FC0360.The modeled gravity was interpolated from observed gravity values.
 FC0360
 FC0360;                    North         East    Units  Estimated Accuracy
 FC0360;SPC TN       -   123,130.      738,640.      MT  (+/- 180 meters Scaled)
 FC0360
 FC0360                          SUPERSEDED SURVEY CONTROL
 FC0360
 FC0360  NGVD 29 (??/??/92)  266.469  (m)          874.24   (f) ADJ UNCH    2 0
 FC0360
 FC0360.Superseded values are not recommended for survey control.
 FC0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0360.See file dsdata.txt to determine how the superseded data were derived.
 FC0360
 FC0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE293240(NAD 83)
 FC0360_MARKER: DB = BENCH MARK DISK
 FC0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0360_SP_SET: ABUTMENT
 FC0360_STAMPING: V 53 1934
 FC0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0360
 FC0360  HISTORY     - Date     Condition        Report By
 FC0360  HISTORY     - 1934     MONUMENTED       CGS
 FC0360  HISTORY     - 1949     GOOD             NGS
 FC0360
 FC0360                          STATION DESCRIPTION
 FC0360
 FC0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0360'0.9 MI NE FROM ENGLEWOOD.
 FC0360'0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0360'FROM ENGLEWOOD, MC MINN COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST
 FC0360'325, AT VIADUCT 114 OVER A COUNTY ROAD, AND IN THE TOP OF THE
 FC0360'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT.  A STANDARD
 FC0360'DISK, STAMPED V 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1561 ***********************************************************************
 GA1561  DESIGNATION -  V 55
 GA1561  PID         -  GA1561
 GA1561  STATE/COUNTY-  TN/HANCOCK
 GA1561  USGS QUAD   -  KYLES FORD (1969)
 GA1561
 GA1561                         *CURRENT SURVEY CONTROL
 GA1561  ___________________________________________________________________
 GA1561* NAD 83(1986)-  36 34 40.     (N)    083 03 10.     (W)     SCALED    
 GA1561* NAVD 88     -       404.597  (meters)    1327.42   (feet)  ADJUSTED  
 GA1561  ___________________________________________________________________
 GA1561  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1561  DYNAMIC HT  -         404.239 (meters)    1326.24  (feet)  COMP
 GA1561  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 GA1561
 GA1561  VERT ORDER  -  SECOND    CLASS 0
 GA1561
 GA1561.The horizontal coordinates were scaled from a topographic map and have
 GA1561.an estimated accuracy of +/- 6 seconds.
 GA1561
 GA1561.The orthometric height was determined by differential leveling
 GA1561.and adjusted by the National Geodetic Survey in June 1991..
 GA1561
 GA1561.The geoid height was determined by GEOID03.
 GA1561
 GA1561.The dynamic height is computed by dividing the NAVD 88
 GA1561.geopotential number by the normal gravity value computed on the
 GA1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1561.degrees latitude (g = 980.6199 gals.).
 GA1561
 GA1561.The modeled gravity was interpolated from observed gravity values.
 GA1561
 GA1561;                    North         East    Units  Estimated Accuracy
 GA1561;SPC TN       -   253,000.      863,750.      MT  (+/- 180 meters Scaled)
 GA1561
 GA1561                          SUPERSEDED SURVEY CONTROL
 GA1561
 GA1561  NGVD 29 (??/??/92)  404.754  (m)         1327.93   (f) ADJ UNCH    2 0
 GA1561
 GA1561.Superseded values are not recommended for survey control.
 GA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1561.See file dsdata.txt to determine how the superseded data were derived.
 GA1561
 GA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA163499(NAD 83)
 GA1561_MARKER: DB = BENCH MARK DISK
 GA1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1561_STAMPING: V 55 1934
 GA1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1561+STABILITY: SURFACE MOTION
 GA1561
 GA1561  HISTORY     - Date     Condition        Report By
 GA1561  HISTORY     - 1934     MONUMENTED       CGS
 GA1561  HISTORY     - 1935     GOOD             NGS
 GA1561
 GA1561                          STATION DESCRIPTION
 GA1561
 GA1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1561'20 MI N FROM ROGERSVILLE.
 GA1561'IN HANCOCK COUNTY, 20.0 MILES NORTH ALONG STATE HIGHWAY 70 FROM
 GA1561'ROGERSVILLE, HAWKINS COUNTY, ON TOP OF THE FIRST HILL NORTH OF
 GA1561'THE CLINCH RIVER BRIDGE, ACROSS THE ROAD FROM A ROCK CUT, 30
 GA1561'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST
 GA1561'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 55 1934
 GA1561'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GA1561'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1394 ***********************************************************************
 GA1394  DESIGNATION -  V 57
 GA1394  PID         -  GA1394
 GA1394  STATE/COUNTY-  TN/SULLIVAN
 GA1394  USGS QUAD   -  KINGSPORT (1991)
 GA1394
 GA1394                         *CURRENT SURVEY CONTROL
 GA1394  ___________________________________________________________________
 GA1394* NAD 83(1986)-  36 32 40.     (N)    082 33 44.     (W)     SCALED    
 GA1394* NAVD 88     -       370.825  (meters)    1216.62   (feet)  ADJUSTED  
 GA1394  ___________________________________________________________________
 GA1394  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1394  DYNAMIC HT  -         370.493 (meters)    1215.53  (feet)  COMP
 GA1394  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 GA1394
 GA1394  VERT ORDER  -  SECOND    CLASS 0
 GA1394
 GA1394.The horizontal coordinates were scaled from a topographic map and have
 GA1394.an estimated accuracy of +/- 6 seconds.
 GA1394
 GA1394.The orthometric height was determined by differential leveling
 GA1394.and adjusted by the National Geodetic Survey in June 1991..
 GA1394
 GA1394.The geoid height was determined by GEOID03.
 GA1394
 GA1394.The dynamic height is computed by dividing the NAVD 88
 GA1394.geopotential number by the normal gravity value computed on the
 GA1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1394.degrees latitude (g = 980.6199 gals.).
 GA1394
 GA1394.The modeled gravity was interpolated from observed gravity values.
 GA1394
 GA1394;                    North         East    Units  Estimated Accuracy
 GA1394;SPC TN       -   250,730.      907,760.      MT  (+/- 180 meters Scaled)
 GA1394
 GA1394                          SUPERSEDED SURVEY CONTROL
 GA1394
 GA1394.No superseded survey control is available for this station.
 GA1394
 GA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA601454(NAD 83)
 GA1394_MARKER: DB = BENCH MARK DISK
 GA1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1394_STAMPING: V 57 1934
 GA1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1394+STABILITY: SURFACE MOTION
 GA1394
 GA1394  HISTORY     - Date     Condition        Report By
 GA1394  HISTORY     - 1934     MONUMENTED       CGS
 GA1394  HISTORY     - 1958     MARK NOT FOUND   NGS
 GA1394
 GA1394                          STATION DESCRIPTION
 GA1394
 GA1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA1394'AT KINGSPORT DEPOT.
 GA1394'AT KINGSPORT, SULLIVAN COUNTY, IN A PARK ABOUT 150 FEET SOUTH OF
 GA1394'THE CLINCHFIELD RAILROAD STATION, AND 25 FEET EAST OF THE EAST
 GA1394'RAIL.  A STANDARD DISK STAMPED V 57 1934 AND SET IN THE TOP OF
 GA1394'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1064 ***********************************************************************
 FZ1064  DESIGNATION -  V 58
 FZ1064  PID         -  FZ1064
 FZ1064  STATE/COUNTY-  TN/JOHNSON
 FZ1064  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1064
 FZ1064                         *CURRENT SURVEY CONTROL
 FZ1064  ___________________________________________________________________
 FZ1064* NAD 83(1986)-  36 31 46.     (N)    081 46 52.     (W)     SCALED    
 FZ1064* NAVD 88     -       781.995  (meters)    2565.60   (feet)  ADJUSTED  
 FZ1064  ___________________________________________________________________
 FZ1064  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1064  DYNAMIC HT  -         781.225 (meters)    2563.07  (feet)  COMP
 FZ1064  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 FZ1064
 FZ1064  VERT ORDER  -  SECOND    CLASS 0
 FZ1064
 FZ1064.The horizontal coordinates were scaled from a topographic map and have
 FZ1064.an estimated accuracy of +/- 6 seconds.
 FZ1064
 FZ1064.The orthometric height was determined by differential leveling
 FZ1064.and adjusted by the National Geodetic Survey in June 1991..
 FZ1064
 FZ1064.The geoid height was determined by GEOID03.
 FZ1064
 FZ1064.The dynamic height is computed by dividing the NAVD 88
 FZ1064.geopotential number by the normal gravity value computed on the
 FZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1064.degrees latitude (g = 980.6199 gals.).
 FZ1064
 FZ1064.The modeled gravity was interpolated from observed gravity values.
 FZ1064
 FZ1064;                    North         East    Units  Estimated Accuracy
 FZ1064;SPC TN       -   251,810.      977,720.      MT  (+/- 180 meters Scaled)
 FZ1064
 FZ1064                          SUPERSEDED SURVEY CONTROL
 FZ1064
 FZ1064  NGVD 29 (??/??/92)  782.051  (m)         2565.78   (f) ADJ UNCH    2 0
 FZ1064
 FZ1064.Superseded values are not recommended for survey control.
 FZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1064.See file dsdata.txt to determine how the superseded data were derived.
 FZ1064
 FZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA300429(NAD 83)
 FZ1064_MARKER: DB = BENCH MARK DISK
 FZ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1064_STAMPING: 2565.956 V 58 1934
 FZ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1064+STABILITY: SURFACE MOTION
 FZ1064
 FZ1064  HISTORY     - Date     Condition        Report By
 FZ1064  HISTORY     - 1934     MONUMENTED       CGS
 FZ1064
 FZ1064                          STATION DESCRIPTION
 FZ1064
 FZ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1064'3 MI S FROM LAUREL BLOOMERY.
 FZ1064'3.0 MILES SOUTH ALONG STATE HIGHWAY 91 FROM LAUREL BLOOMERY,
 FZ1064'JOHNSON COUNTY, ON THE PROPERTY OF MRS. J.N. WILLS, AT THE FIRST
 FZ1064'POLE NORTH OF A ROAD LEADING TO THE HOUSE, 25 FEET WEST OF THE
 FZ1064'CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE.  A STANDARD
 FZ1064'DISK, STAMPED 2565.956 V 58 1934 AND SET IN THE TOP OF A CONCRETE
 FZ1064'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0827 ***********************************************************************
 GD0827  DESIGNATION -  V 59
 GD0827  PID         -  GD0827
 GD0827  STATE/COUNTY-  TN/DYER
 GD0827  USGS QUAD   -  TATUMVILLE (1981)
 GD0827
 GD0827                         *CURRENT SURVEY CONTROL
 GD0827  ___________________________________________________________________
 GD0827* NAD 83(1986)-  36 01 55.     (N)    089 13 35.     (W)     SCALED    
 GD0827* NAVD 88     -        93.716  (meters)     307.47   (feet)  ADJUSTED  
 GD0827  ___________________________________________________________________
 GD0827  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0827  DYNAMIC HT  -          93.637 (meters)     307.21  (feet)  COMP
 GD0827  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GD0827
 GD0827  VERT ORDER  -  SECOND    CLASS 0
 GD0827
 GD0827.The horizontal coordinates were scaled from a topographic map and have
 GD0827.an estimated accuracy of +/- 6 seconds.
 GD0827
 GD0827.The orthometric height was determined by differential leveling
 GD0827.and adjusted by the National Geodetic Survey in June 1991..
 GD0827
 GD0827.The geoid height was determined by GEOID03.
 GD0827
 GD0827.The dynamic height is computed by dividing the NAVD 88
 GD0827.geopotential number by the normal gravity value computed on the
 GD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0827.degrees latitude (g = 980.6199 gals.).
 GD0827
 GD0827.The modeled gravity was interpolated from observed gravity values.
 GD0827
 GD0827;                    North         East    Units  Estimated Accuracy
 GD0827;SPC TN       -   193,250.      309,280.      MT  (+/- 180 meters Scaled)
 GD0827
 GD0827                          SUPERSEDED SURVEY CONTROL
 GD0827
 GD0827  NGVD 29 (??/??/??)   93.692  (m)          307.39   (f) ADJUSTED    2 0
 GD0827
 GD0827.Superseded values are not recommended for survey control.
 GD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0827.See file dsdata.txt to determine how the superseded data were derived.
 GD0827
 GD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE994897(NAD 83)
 GD0827_MARKER: DB = BENCH MARK DISK
 GD0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0827_STAMPING: V 59 1935
 GD0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0827+STABILITY: SURFACE MOTION
 GD0827
 GD0827  HISTORY     - Date     Condition        Report By
 GD0827  HISTORY     - 1935     MONUMENTED       CGS
 GD0827  HISTORY     - 1951     MARK NOT FOUND   CGS
 GD0827
 GD0827                          STATION DESCRIPTION
 GD0827
 GD0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0827'1.9 MI W FROM TATUMVILLE.
 GD0827'1.9 MILES WEST ALONG STATE HIGHWAY 104 FROM TATUMVILLE, DYER
 GD0827'COUNTY, ABOUT 3 MILES EAST OF ROELLEN, 0.5 MILE EAST OF DELPHOS
 GD0827'SCHOOL, 80 YARDS WEST OF A ROAD INTERSECTION, 70 FEET EAST OF
 GD0827'A CORRUGATED-IRON PIPE CULVERT, AND 35 FEET NORTH OF THE
 GD0827'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 59 1935
 GD0827'AND SET IN THE TOP OF A CONCRETE POST.
 GD0827
 GD0827                          STATION RECOVERY (1951)
 GD0827
 GD0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GD0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0158 ***********************************************************************
 FD0158  DESIGNATION -  V 6
 FD0158  PID         -  FD0158
 FD0158  STATE/COUNTY-  TN/FRANKLIN
 FD0158  USGS QUAD   -  WINCHESTER (1971)
 FD0158
 FD0158                         *CURRENT SURVEY CONTROL
 FD0158  ___________________________________________________________________
 FD0158* NAD 83(1986)-  35 12 25.     (N)    086 04 35.     (W)     SCALED    
 FD0158* NAVD 88     -       292.640  (meters)     960.10   (feet)  ADJUSTED  
 FD0158  ___________________________________________________________________
 FD0158  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0158  DYNAMIC HT  -         292.354 (meters)     959.16  (feet)  COMP
 FD0158  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 FD0158
 FD0158  VERT ORDER  -  FIRST     CLASS II
 FD0158
 FD0158.The horizontal coordinates were scaled from a topographic map and have
 FD0158.an estimated accuracy of +/- 6 seconds.
 FD0158
 FD0158.The orthometric height was determined by differential leveling
 FD0158.and adjusted by the National Geodetic Survey in June 1991..
 FD0158
 FD0158.The geoid height was determined by GEOID03.
 FD0158
 FD0158.The dynamic height is computed by dividing the NAVD 88
 FD0158.geopotential number by the normal gravity value computed on the
 FD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0158.degrees latitude (g = 980.6199 gals.).
 FD0158
 FD0158.The modeled gravity was interpolated from observed gravity values.
 FD0158
 FD0158;                    North         East    Units  Estimated Accuracy
 FD0158;SPC TN       -    96,930.      593,040.      MT  (+/- 180 meters Scaled)
 FD0158
 FD0158                          SUPERSEDED SURVEY CONTROL
 FD0158
 FD0158  NGVD 29 (??/??/92)  292.612  (m)          960.01   (f) ADJ UNCH    1 2
 FD0158
 FD0158.Superseded values are not recommended for survey control.
 FD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0158.See file dsdata.txt to determine how the superseded data were derived.
 FD0158
 FD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED840963(NAD 83)
 FD0158_MARKER: DB = BENCH MARK DISK
 FD0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0158_STAMPING: V 6 1930 960.333
 FD0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0158+STABILITY: SURFACE MOTION
 FD0158
 FD0158  HISTORY     - Date     Condition        Report By
 FD0158  HISTORY     - 1930     MONUMENTED       CGS
 FD0158  HISTORY     - 1949     GOOD             NGS
 FD0158  HISTORY     - 1963     MARK NOT FOUND   TVA
 FD0158
 FD0158                          STATION DESCRIPTION
 FD0158
 FD0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0158'AT DECHERD.
 FD0158'AT DECHERD, ABOUT 0.2 MILE SOUTH ALONG THE MAIN LINE OF THE
 FD0158'NASHVILLE CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION,
 FD0158'NEAR THE NORTH POINT OF THE JUNCTION OF THE LEWISBURG BRANCH
 FD0158'OF THE N.C. AND ST. L. RY., AT A WOODEN WATER TANK, 59.8 FEET
 FD0158'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 194 FEET
 FD0158'NORTH-NORTHWEST OF RAILWAY SIGNAL POLE NO. 72R, 36 FEET
 FD0158'EAST-NORTHEAST OF THE RAILWAY WATER TANK STAND PIPE, 41 FEET
 FD0158'SOUTHEAST OF A TELEPHONE POLE AND ABOUT IN LINE WITH THE ROW
 FD0158'OF POLES, 25 1/2 FEET WEST OF THE CENTER LINE OF A DRIVE TO A
 FD0158'HOUSE, 18 FEET SOUTHWEST OF A POWER POLE, 1 FOOT SOUTHWEST
 FD0158'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE MAIN
 FD0158'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FD0158'THE GROUND.
 FD0158
 FD0158                          STATION RECOVERY (1963)
 FD0158
 FD0158'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1963
 FD0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0897 ***********************************************************************
 FE0897  DESIGNATION -  V 61
 FE0897  PID         -  FE0897
 FE0897  STATE/COUNTY-  TN/LAUDERDALE
 FE0897  USGS QUAD   -  DURHAMVILLE (1981)
 FE0897
 FE0897                         *CURRENT SURVEY CONTROL
 FE0897  ___________________________________________________________________
 FE0897* NAD 83(1986)-  35 42 50.     (N)    089 27 57.     (W)     SCALED    
 FE0897* NAVD 88     -       117.220  (meters)     384.58   (feet)  ADJUSTED  
 FE0897  ___________________________________________________________________
 FE0897  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0897  DYNAMIC HT  -         117.119 (meters)     384.25  (feet)  COMP
 FE0897  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FE0897
 FE0897  VERT ORDER  -  SECOND    CLASS 0
 FE0897
 FE0897.The horizontal coordinates were scaled from a topographic map and have
 FE0897.an estimated accuracy of +/- 6 seconds.
 FE0897
 FE0897.The orthometric height was determined by differential leveling
 FE0897.and adjusted by the National Geodetic Survey in June 1991..
 FE0897
 FE0897.The geoid height was determined by GEOID03.
 FE0897
 FE0897.The dynamic height is computed by dividing the NAVD 88
 FE0897.geopotential number by the normal gravity value computed on the
 FE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0897.degrees latitude (g = 980.6199 gals.).
 FE0897
 FE0897.The modeled gravity was interpolated from observed gravity values.
 FE0897
 FE0897;                    North         East    Units  Estimated Accuracy
 FE0897;SPC TN       -   158,720.      286,460.      MT  (+/- 180 meters Scaled)
 FE0897
 FE0897                          SUPERSEDED SURVEY CONTROL
 FE0897
 FE0897  NGVD 29 (??/??/??)  117.208  (m)          384.54   (f) ADJUSTED    2 0
 FE0897
 FE0897.Superseded values are not recommended for survey control.
 FE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0897.See file dsdata.txt to determine how the superseded data were derived.
 FE0897
 FE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE769550(NAD 83)
 FE0897_MARKER: DB = BENCH MARK DISK
 FE0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0897_STAMPING: V 61 1935
 FE0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0897+STABILITY: SURFACE MOTION
 FE0897
 FE0897  HISTORY     - Date     Condition        Report By
 FE0897  HISTORY     - 1935     MONUMENTED       CGS
 FE0897  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0897
 FE0897                          STATION DESCRIPTION
 FE0897
 FE0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0897'3.3 MI W FROM NUT BUSH.
 FE0897'IN LAUDERDALE COUNTY, 3.3 MILES WEST ALONG STATE HIGHWAY 19 FROM
 FE0897'NUT BUSH, HAYWOOD COUNTY, AT A ROAD INTERSECTION, 56 YARDS WEST
 FE0897'OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 FE0897'THE HIGHWAY, AND 8 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE POST.
 FE0897'A STANDARD DISK, STAMPED V 61 1935 AND SET IN THE TOP OF A CONCRETE
 FE0897'POST.
 FE0897
 FE0897                          STATION RECOVERY (2002)
 FE0897
 FE0897'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1072 ***********************************************************************
 FE1072  DESIGNATION -  V 63
 FE1072  PID         -  FE1072
 FE1072  STATE/COUNTY-  TN/HAYWOOD
 FE1072  USGS QUAD   -  STANTON (1983)
 FE1072
 FE1072                         *CURRENT SURVEY CONTROL
 FE1072  ___________________________________________________________________
 FE1072* NAD 83(1986)-  35 27 41.     (N)    089 24 10.     (W)     SCALED    
 FE1072* NAVD 88     -        95.524  (meters)     313.40   (feet)  ADJUSTED  
 FE1072  ___________________________________________________________________
 FE1072  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1072  DYNAMIC HT  -          95.439 (meters)     313.12  (feet)  COMP
 FE1072  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FE1072
 FE1072  VERT ORDER  -  SECOND    CLASS 0
 FE1072
 FE1072.The horizontal coordinates were scaled from a topographic map and have
 FE1072.an estimated accuracy of +/- 6 seconds.
 FE1072
 FE1072.The orthometric height was determined by differential leveling
 FE1072.and adjusted by the National Geodetic Survey in June 1991..
 FE1072
 FE1072.The geoid height was determined by GEOID03.
 FE1072
 FE1072.The dynamic height is computed by dividing the NAVD 88
 FE1072.geopotential number by the normal gravity value computed on the
 FE1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1072.degrees latitude (g = 980.6199 gals.).
 FE1072
 FE1072.The modeled gravity was interpolated from observed gravity values.
 FE1072
 FE1072;                    North         East    Units  Estimated Accuracy
 FE1072;SPC TN       -   130,530.      291,190.      MT  (+/- 180 meters Scaled)
 FE1072
 FE1072                          SUPERSEDED SURVEY CONTROL
 FE1072
 FE1072  NGVD 29 (??/??/??)   95.524  (m)          313.40   (f) ADJUSTED    2 0
 FE1072
 FE1072.Superseded values are not recommended for survey control.
 FE1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1072.See file dsdata.txt to determine how the superseded data were derived.
 FE1072
 FE1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE819268(NAD 83)
 FE1072_MARKER: DB = BENCH MARK DISK
 FE1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1072_STAMPING: V 63 1935
 FE1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1072+STABILITY: SURFACE MOTION
 FE1072
 FE1072  HISTORY     - Date     Condition        Report By
 FE1072  HISTORY     - 1935     MONUMENTED       CGS
 FE1072  HISTORY     - 1959     MARK NOT FOUND   CGS
 FE1072
 FE1072                          STATION DESCRIPTION
 FE1072
 FE1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1072'AT STANTON.
 FE1072'AT STANTON, HAYWOOD COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1072'RAILROAD, 7 RAILS SOUTH OF THE STATION, 20 FEET EAST OF THE
 FE1072'CENTERLINE OF THE MAIN TRACK, AND AT THE RIGHT-OF-WAY FENCE.
 FE1072'A STANDARD DISK, STAMPED V 63 1935 AND SET IN THE TOP OF A
 FE1072'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FE1072
 FE1072                          STATION RECOVERY (1959)
 FE1072
 FE1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0570 ***********************************************************************
 FE0570  DESIGNATION -  V 64
 FE0570  PID         -  FE0570
 FE0570  STATE/COUNTY-  TN/HARDEMAN
 FE0570  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0570
 FE0570                         *CURRENT SURVEY CONTROL
 FE0570  ___________________________________________________________________
 FE0570* NAD 83(1986)-  35 21 18.     (N)    088 56 39.     (W)     SCALED    
 FE0570* NAVD 88     -       125.416  (meters)     411.47   (feet)  ADJUSTED  
 FE0570  ___________________________________________________________________
 FE0570  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE0570  DYNAMIC HT  -         125.301 (meters)     411.09  (feet)  COMP
 FE0570  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 FE0570
 FE0570  VERT ORDER  -  SECOND    CLASS 0
 FE0570
 FE0570.The horizontal coordinates were scaled from a topographic map and have
 FE0570.an estimated accuracy of +/- 6 seconds.
 FE0570
 FE0570.The orthometric height was determined by differential leveling
 FE0570.and adjusted by the National Geodetic Survey in June 1991..
 FE0570
 FE0570.The geoid height was determined by GEOID03.
 FE0570
 FE0570.The dynamic height is computed by dividing the NAVD 88
 FE0570.geopotential number by the normal gravity value computed on the
 FE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0570.degrees latitude (g = 980.6199 gals.).
 FE0570
 FE0570.The modeled gravity was interpolated from observed gravity values.
 FE0570
 FE0570;                    North         East    Units  Estimated Accuracy
 FE0570;SPC TN       -   117,380.      332,440.      MT  (+/- 180 meters Scaled)
 FE0570
 FE0570                          SUPERSEDED SURVEY CONTROL
 FE0570
 FE0570  NGVD 29 (??/??/??)  125.417  (m)          411.47   (f) ADJUSTED    2 0
 FE0570
 FE0570.Superseded values are not recommended for survey control.
 FE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0570.See file dsdata.txt to determine how the superseded data were derived.
 FE0570
 FE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE233141(NAD 83)
 FE0570_MARKER: DB = BENCH MARK DISK
 FE0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0570_STAMPING: V 64 1935
 FE0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0570+STABILITY: SURFACE MOTION
 FE0570
 FE0570  HISTORY     - Date     Condition        Report By
 FE0570  HISTORY     - 1935     MONUMENTED       CGS
 FE0570  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0570
 FE0570                          STATION DESCRIPTION
 FE0570
 FE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0570'0.6 MI N FROM TOONE.
 FE0570'0.6 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0570'STATION AT TOONE, HARDEMAN COUNTY, AT A ROAD CROSSING, 40 FEET
 FE0570'NORTH OF THE ROAD, 40 FEET WEST OF THE TRACK, AND AT A FENCE
 FE0570'CORNER.  A STANDARD DISK, STAMPED V 64 1935 AND SET IN THE TOP
 FE0570'OF A CONCRETE POST.
 FE0570
 FE0570                          STATION RECOVERY (2002)
 FE0570
 FE0570'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0570'TRACK ABANDONED BUT GRADE DISTINGUISHABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1401 ***********************************************************************
 FE1401  DESIGNATION -  V 68
 FE1401  PID         -  FE1401
 FE1401  STATE/COUNTY-  TN/SHELBY
 FE1401  USGS QUAD   -  MILLINGTON (1997)
 FE1401
 FE1401                         *CURRENT SURVEY CONTROL
 FE1401  ___________________________________________________________________
 FE1401* NAD 83(1986)-  35 17 59.     (N)    089 55 37.     (W)     SCALED    
 FE1401* NAVD 88     -        84.189  (meters)     276.21   (feet)  ADJUSTED  
 FE1401  ___________________________________________________________________
 FE1401  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1401  DYNAMIC HT  -          84.114 (meters)     275.96  (feet)  COMP
 FE1401  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1401
 FE1401  VERT ORDER  -  SECOND    CLASS 0
 FE1401
 FE1401.The horizontal coordinates were scaled from a topographic map and have
 FE1401.an estimated accuracy of +/- 6 seconds.
 FE1401
 FE1401.The orthometric height was determined by differential leveling
 FE1401.and adjusted by the National Geodetic Survey in June 1991..
 FE1401
 FE1401.The geoid height was determined by GEOID03.
 FE1401
 FE1401.The dynamic height is computed by dividing the NAVD 88
 FE1401.geopotential number by the normal gravity value computed on the
 FE1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1401.degrees latitude (g = 980.6199 gals.).
 FE1401
 FE1401.The modeled gravity was interpolated from observed gravity values.
 FE1401
 FE1401;                    North         East    Units  Estimated Accuracy
 FE1401;SPC TN       -   114,390.      242,930.      MT  (+/- 180 meters Scaled)
 FE1401
 FE1401                          SUPERSEDED SURVEY CONTROL
 FE1401
 FE1401  NGVD 29 (??/??/??)   84.199  (m)          276.24   (f) ADJUSTED    2 0
 FE1401
 FE1401.Superseded values are not recommended for survey control.
 FE1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1401.See file dsdata.txt to determine how the superseded data were derived.
 FE1401
 FE1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE338102(NAD 83)
 FE1401_MARKER: DB = BENCH MARK DISK
 FE1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1401_STAMPING: V 68 1935
 FE1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1401+STABILITY: SURFACE MOTION
 FE1401
 FE1401  HISTORY     - Date     Condition        Report By
 FE1401  HISTORY     - 1935     MONUMENTED       CGS
 FE1401  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1401
 FE1401                          STATION DESCRIPTION
 FE1401
 FE1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1401'AT LUCY.
 FE1401'AT LUCY, SHELBY COUNTY, ABOUT 5 1/2 RAILS SOUTH OF THE ILLINOIS
 FE1401'CENTRAL RAILROAD STATION, AT THE SOUTH END OF THE STATION
 FE1401'PLATFORM, AND 20 FEET EAST OF THE CENTER OF THE NORTH-BOUND
 FE1401'TRACK.  A STANDARD DISK, STAMPED V 68 1935 AND SET IN THE TOP
 FE1401'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1475 ***********************************************************************
 FC1475  DESIGNATION -  V 7
 FC1475  PID         -  FC1475
 FC1475  STATE/COUNTY-  TN/WHITE
 FC1475  USGS QUAD   -  DOYLE (1981)
 FC1475
 FC1475                         *CURRENT SURVEY CONTROL
 FC1475  ___________________________________________________________________
 FC1475* NAD 83(1986)-  35 51 09.     (N)    085 30 48.     (W)     SCALED    
 FC1475* NAVD 88     -       294.150  (meters)     965.06   (feet)  ADJUSTED  
 FC1475  ___________________________________________________________________
 FC1475  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1475  DYNAMIC HT  -         293.886 (meters)     964.19  (feet)  COMP
 FC1475  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FC1475
 FC1475  VERT ORDER  -  SECOND    CLASS 0
 FC1475
 FC1475.The horizontal coordinates were scaled from a topographic map and have
 FC1475.an estimated accuracy of +/- 6 seconds.
 FC1475
 FC1475.The orthometric height was determined by differential leveling
 FC1475.and adjusted by the National Geodetic Survey in June 1991..
 FC1475
 FC1475.The geoid height was determined by GEOID03.
 FC1475
 FC1475.The dynamic height is computed by dividing the NAVD 88
 FC1475.geopotential number by the normal gravity value computed on the
 FC1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1475.degrees latitude (g = 980.6199 gals.).
 FC1475
 FC1475.The modeled gravity was interpolated from observed gravity values.
 FC1475
 FC1475;                    North         East    Units  Estimated Accuracy
 FC1475;SPC TN       -   168,660.      643,960.      MT  (+/- 180 meters Scaled)
 FC1475
 FC1475                          SUPERSEDED SURVEY CONTROL
 FC1475
 FC1475  NGVD 29 (??/??/92)  294.210  (m)          965.25   (f) ADJ UNCH    2 0
 FC1475
 FC1475.Superseded values are not recommended for survey control.
 FC1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1475.See file dsdata.txt to determine how the superseded data were derived.
 FC1475
 FC1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE342686(NAD 83)
 FC1475_MARKER: DB = BENCH MARK DISK
 FC1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1475_SP_SET: FOOTING
 FC1475_STAMPING: 965.454 V 7 1931
 FC1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1475
 FC1475  HISTORY     - Date     Condition        Report By
 FC1475  HISTORY     - 1931     MONUMENTED       CGS
 FC1475  HISTORY     - 1943     GOOD             NGS
 FC1475
 FC1475                          STATION DESCRIPTION
 FC1475
 FC1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1475'AT DOYLE.
 FC1475'AT DOYLE, WHITE COUNTY, 220 FEET SOUTHEAST OF THE NASHVILLE,
 FC1475'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, AT THE POST OFFICE, 2
 FC1475'FEET SOUTH OF THE ENTRANCE, AND IN THE CONCRETE FOOTING, 1-1/2
 FC1475'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 965.454 V 7 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1033 ***********************************************************************
 FE1033  DESIGNATION -  V 72
 FE1033  PID         -  FE1033
 FE1033  STATE/COUNTY-  TN/FAYETTE
 FE1033  USGS QUAD   -  LACONIA (1983)
 FE1033
 FE1033                         *CURRENT SURVEY CONTROL
 FE1033  ___________________________________________________________________
 FE1033* NAD 83(1986)-  35 16 56.     (N)    089 15 06.     (W)     SCALED    
 FE1033* NAVD 88     -       132.987  (meters)     436.31   (feet)  ADJUSTED  
 FE1033  ___________________________________________________________________
 FE1033  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE1033  DYNAMIC HT  -         132.866 (meters)     435.91  (feet)  COMP
 FE1033  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FE1033
 FE1033  VERT ORDER  -  SECOND    CLASS 0
 FE1033
 FE1033.The horizontal coordinates were scaled from a topographic map and have
 FE1033.an estimated accuracy of +/- 6 seconds.
 FE1033
 FE1033.The orthometric height was determined by differential leveling
 FE1033.and adjusted by the National Geodetic Survey in June 1991..
 FE1033
 FE1033.The geoid height was determined by GEOID03.
 FE1033
 FE1033.The dynamic height is computed by dividing the NAVD 88
 FE1033.geopotential number by the normal gravity value computed on the
 FE1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1033.degrees latitude (g = 980.6199 gals.).
 FE1033
 FE1033.The modeled gravity was interpolated from observed gravity values.
 FE1033
 FE1033;                    North         East    Units  Estimated Accuracy
 FE1033;SPC TN       -   110,190.      304,240.      MT  (+/- 180 meters Scaled)
 FE1033
 FE1033                          SUPERSEDED SURVEY CONTROL
 FE1033
 FE1033  NGVD 29 (??/??/??)  132.970  (m)          436.25   (f) ADJUSTED    2 0
 FE1033
 FE1033.Superseded values are not recommended for survey control.
 FE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1033.See file dsdata.txt to determine how the superseded data were derived.
 FE1033
 FE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE952066(NAD 83)
 FE1033_MARKER: DB = BENCH MARK DISK
 FE1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1033_STAMPING: V 72 1935
 FE1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1033+STABILITY: SURFACE MOTION
 FE1033
 FE1033  HISTORY     - Date     Condition        Report By
 FE1033  HISTORY     - 1935     MONUMENTED       CGS
 FE1033  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1033
 FE1033                          STATION DESCRIPTION
 FE1033
 FE1033'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1033'AT LACONIA.
 FE1033'AT LACONIA, FAYETTE COUNTY, ON THE NASHVILLE, CHATTTANOOGA AND
 FE1033'ST. LOUIS RAILWAY, 45 FEET WEST OF THE STATION, 0.1 MILE WEST
 FE1033'OF MILEPOST 180, AND 40 FEET NORTH OF THE CENTERLINE OF THE
 FE1033'TRACK.  A STANDARD DISK, STAMPED V 72 1935 AND SET IN THE
 FE1033'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1162 ***********************************************************************
 FE1162  DESIGNATION -  V 73
 FE1162  PID         -  FE1162
 FE1162  STATE/COUNTY-  TN/FAYETTE
 FE1162  USGS QUAD   -  GALLAWAY (1981)
 FE1162
 FE1162                         *CURRENT SURVEY CONTROL
 FE1162  ___________________________________________________________________
 FE1162* NAD 83(1986)-  35 21 21.     (N)    089 31 37.     (W)     SCALED    
 FE1162* NAVD 88     -        98.479  (meters)     323.09   (feet)  ADJUSTED  
 FE1162  ___________________________________________________________________
 FE1162  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1162  DYNAMIC HT  -          98.392 (meters)     322.81  (feet)  COMP
 FE1162  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FE1162
 FE1162  VERT ORDER  -  SECOND    CLASS 0
 FE1162
 FE1162.The horizontal coordinates were scaled from a topographic map and have
 FE1162.an estimated accuracy of +/- 6 seconds.
 FE1162
 FE1162.The orthometric height was determined by differential leveling
 FE1162.and adjusted by the National Geodetic Survey in June 1991..
 FE1162
 FE1162.The geoid height was determined by GEOID03.
 FE1162
 FE1162.The dynamic height is computed by dividing the NAVD 88
 FE1162.geopotential number by the normal gravity value computed on the
 FE1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1162.degrees latitude (g = 980.6199 gals.).
 FE1162
 FE1162.The modeled gravity was interpolated from observed gravity values.
 FE1162
 FE1162;                    North         East    Units  Estimated Accuracy
 FE1162;SPC TN       -   119,220.      279,510.      MT  (+/- 180 meters Scaled)
 FE1162
 FE1162                          SUPERSEDED SURVEY CONTROL
 FE1162
 FE1162  NGVD 29 (??/??/??)   98.460  (m)          323.03   (f) ADJUSTED    2 0
 FE1162
 FE1162.Superseded values are not recommended for survey control.
 FE1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1162.See file dsdata.txt to determine how the superseded data were derived.
 FE1162
 FE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE703154(NAD 83)
 FE1162_MARKER: DB = BENCH MARK DISK
 FE1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1162_STAMPING: V 73 1935
 FE1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1162+STABILITY: SURFACE MOTION
 FE1162
 FE1162  HISTORY     - Date     Condition        Report By
 FE1162  HISTORY     - 1935     MONUMENTED       CGS
 FE1162  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1162
 FE1162                          STATION DESCRIPTION
 FE1162
 FE1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1162'2.8 MI SE FROM BRADEN.
 FE1162'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1162'COUNTY, AT THE TOP OF A HILL, ON THE ACIE BOYLAND PROPERTY IN 1935,
 FE1162'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FE1162'DISK, STAMPED V 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1162
 FE1162                          STATION RECOVERY (1963)
 FE1162
 FE1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1192 ***********************************************************************
 FE1192  DESIGNATION -  V 74
 FE1192  PID         -  FE1192
 FE1192  STATE/COUNTY-  TN/SHELBY
 FE1192  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1192
 FE1192                         *CURRENT SURVEY CONTROL
 FE1192  ___________________________________________________________________
 FE1192* NAD 83(1986)-  35 10 56.     (N)    089 55 02.     (W)     SCALED    
 FE1192* NAVD 88     -        74.937  (meters)     245.86   (feet)  ADJUSTED  
 FE1192  ___________________________________________________________________
 FE1192  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1192  DYNAMIC HT  -          74.869 (meters)     245.63  (feet)  COMP
 FE1192  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 FE1192
 FE1192  VERT ORDER  -  SECOND    CLASS 0
 FE1192
 FE1192.The horizontal coordinates were scaled from a topographic map and have
 FE1192.an estimated accuracy of +/- 6 seconds.
 FE1192
 FE1192.The orthometric height was determined by differential leveling
 FE1192.and adjusted by the National Geodetic Survey in June 1991..
 FE1192
 FE1192.The geoid height was determined by GEOID03.
 FE1192
 FE1192.The dynamic height is computed by dividing the NAVD 88
 FE1192.geopotential number by the normal gravity value computed on the
 FE1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1192.degrees latitude (g = 980.6199 gals.).
 FE1192
 FE1192.The modeled gravity was interpolated from observed gravity values.
 FE1192
 FE1192;                    North         East    Units  Estimated Accuracy
 FE1192;SPC TN       -   101,330.      243,290.      MT  (+/- 180 meters Scaled)
 FE1192
 FE1192                          SUPERSEDED SURVEY CONTROL
 FE1192
 FE1192  NGVD 29 (??/??/??)   74.919  (m)          245.80   (f) ADJUSTED    2 0
 FE1192
 FE1192.Superseded values are not recommended for survey control.
 FE1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1192.See file dsdata.txt to determine how the superseded data were derived.
 FE1192
 FE1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD343971(NAD 83)
 FE1192_MARKER: DB = BENCH MARK DISK
 FE1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1192_STAMPING: V 74 1956
 FE1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1192+STABILITY: SURFACE MOTION
 FE1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1192+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1192
 FE1192  HISTORY     - Date     Condition        Report By
 FE1192  HISTORY     - 1956     MONUMENTED       CGS
 FE1192  HISTORY     - 20021015 GOOD             USACE
 FE1192
 FE1192                          STATION DESCRIPTION
 FE1192
 FE1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1192'AT MEMPHIS.
 FE1192'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ALONG THE LOUISVILLE
 FE1192'AND NASHVILLE RAILROAD, ABOUT 0.55 MILE WEST-SOUTHWEST ALONG L.
 FE1192'AND N. RR FROM RAILROAD BRIDGE OVER WOLF RIVER, AT THE CROSSING
 FE1192'OF THE L. AND N. RR AND WELLS STATION ROAD, 40 1/2 FEET
 FE1192'SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 1 FOOT EAST-NORTHEAST OF
 FE1192'CURB OF WELLS STATION ROAD, 26 FEET NORTH-NORTHWEST OF THE EXTENDED
 FE1192'CENTER LINE OF CHELSEA AVENUE, 10 1/2 FEET SOUTH-SOUTHEAST OF
 FE1192'TELEPHONE POLE NO. 9192, 12 FEET NORTH-NORTHWEST OF STREET LIGHT
 FE1192'POLE NO. 89818, ABOUT LEVEL WITH TOP OF CURB AND SET IN THE TOP
 FE1192'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FE1192
 FE1192                          STATION RECOVERY (2002)
 FE1192
 FE1192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0473 ***********************************************************************
 FF0473  DESIGNATION -  V 75
 FF0473  PID         -  FF0473
 FF0473  STATE/COUNTY-  TN/SHELBY
 FF0473  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0473
 FF0473                         *CURRENT SURVEY CONTROL
 FF0473  ___________________________________________________________________
 FF0473* NAD 83(1986)-  35 04 02.     (N)    090 05 38.     (W)     SCALED    
 FF0473* NAVD 88     -        71.260  (meters)     233.79   (feet)  ADJUSTED  
 FF0473  ___________________________________________________________________
 FF0473  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0473  DYNAMIC HT  -          71.194 (meters)     233.58  (feet)  COMP
 FF0473  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FF0473
 FF0473  VERT ORDER  -  FIRST     CLASS I
 FF0473
 FF0473.The horizontal coordinates were scaled from a topographic map and have
 FF0473.an estimated accuracy of +/- 6 seconds.
 FF0473
 FF0473.The orthometric height was determined by differential leveling
 FF0473.and adjusted by the National Geodetic Survey in June 1991..
 FF0473.WARNING-Repeat measurements at this control monument indicate possible
 FF0473.vertical movement.
 FF0473
 FF0473.The geoid height was determined by GEOID03.
 FF0473
 FF0473.The dynamic height is computed by dividing the NAVD 88
 FF0473.geopotential number by the normal gravity value computed on the
 FF0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0473.degrees latitude (g = 980.6199 gals.).
 FF0473
 FF0473.The modeled gravity was interpolated from observed gravity values.
 FF0473
 FF0473;                    North         East    Units  Estimated Accuracy
 FF0473;SPC TN       -    89,240.      226,680.      MT  (+/- 180 meters Scaled)
 FF0473
 FF0473                          SUPERSEDED SURVEY CONTROL
 FF0473
 FF0473  NGVD 29 (??/??/??)   71.237  (m)          233.72   (f) ADJUSTED    1 1
 FF0473
 FF0473.Superseded values are not recommended for survey control.
 FF0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0473.See file dsdata.txt to determine how the superseded data were derived.
 FF0473
 FF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU650843(NAD 83)
 FF0473_MARKER: DB = BENCH MARK DISK
 FF0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0473_SP_SET: 50 FEET
 FF0473_STAMPING: V 75 1956
 FF0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0473
 FF0473  HISTORY     - Date     Condition        Report By
 FF0473  HISTORY     - 1956     MONUMENTED       CGS
 FF0473  HISTORY     - 1976     GOOD             NGS
 FF0473
 FF0473                          STATION DESCRIPTION
 FF0473
 FF0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0473'2.8 MI SW FROM MEMPHIS.
 FF0473'2.8 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0473'THE CROSSING OF FLORIDA STREET AT MEMPHIS, LOCATED NEAR THE
 FF0473'WEST END AND IN JOHNSTON RAILROAD YARDS, AT WEST JUNCTION,
 FF0473'269 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF YARDMASTERS
 FF0473'OFFICE, 3 1/2 FEET WEST OF WEST FACE OF CONCRETE FOUNDATION
 FF0473'OF THE WEST MOST YARD LIGHT TOWER, 6 1/2 FEET NORTHWEST OF
 FF0473'SOUTHWEST CORNER OF SAME CONCRETE FOUNDATION, 6 FEET SOUTHWEST
 FF0473'OF NORTHWEST CORNER OF SAME CONCRETE FOUNDATION AND 1 1/2 FEET
 FF0473'BELOW THE TOP OF FOUNDATION.  A DISK ON TOP OF A COPPER-COATED
 FF0473'STEEL ROD ABOUT 4 INCHES UNDERGROUND AND SURROUNDED BY A 4-INCH
 FF0473'TILE ABOUT FLUSH WITH GROUND.  THE ROD IS DRIVEN TO A DEPTH OF
 FF0473'50-FEET IN GROUND.
 FF0473
 FF0473                          STATION RECOVERY (1976)
 FF0473
 FF0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1350 ***********************************************************************
 GB1350  DESIGNATION -  V 77
 GB1350  PID         -  GB1350
 GB1350  STATE/COUNTY-  TN/OVERTON
 GB1350  USGS QUAD   -  BYRDSTOWN (1981)
 GB1350
 GB1350                         *CURRENT SURVEY CONTROL
 GB1350  ___________________________________________________________________
 GB1350* NAD 83(1986)-  36 30 46.     (N)    085 10 17.     (W)     SCALED    
 GB1350* NAVD 88     -       290.178  (meters)     952.03   (feet)  POSTED    
 GB1350  ___________________________________________________________________
 GB1350  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB1350  DYNAMIC HT  -         289.920 (meters)     951.18  (feet)  COMP
 GB1350  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 GB1350
 GB1350  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1350
 GB1350.The horizontal coordinates were scaled from a topographic map and have
 GB1350.an estimated accuracy of +/- 6 seconds.
 GB1350
 GB1350.The orthometric height was determined by differential leveling
 GB1350.and adjusted by the National Geodetic Survey in 1992..
 GB1350.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1350.rate of 1.1 thru 2.0 mm/km.
 GB1350
 GB1350.The geoid height was determined by GEOID03.
 GB1350
 GB1350.The dynamic height is computed by dividing the NAVD 88
 GB1350.geopotential number by the normal gravity value computed on the
 GB1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1350.degrees latitude (g = 980.6199 gals.).
 GB1350
 GB1350.The modeled gravity was interpolated from observed gravity values.
 GB1350
 GB1350;                    North         East    Units  Estimated Accuracy
 GB1350;SPC TN       -   242,130.      674,220.      MT  (+/- 180 meters Scaled)
 GB1350
 GB1350                          SUPERSEDED SURVEY CONTROL
 GB1350
 GB1350  NGVD 29 (??/??/92)  290.283  (m)          952.37   (f) ADJ UNCH    2 0
 GB1350
 GB1350.Superseded values are not recommended for survey control.
 GB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1350.See file dsdata.txt to determine how the superseded data were derived.
 GB1350
 GB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF637423(NAD 83)
 GB1350_MARKER: DB = BENCH MARK DISK
 GB1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1350_STAMPING: V 77 1935
 GB1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1350+STABILITY: SURFACE MOTION
 GB1350
 GB1350  HISTORY     - Date     Condition        Report By
 GB1350  HISTORY     - 1935     MONUMENTED       CGS
 GB1350
 GB1350                          STATION DESCRIPTION
 GB1350
 GB1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1350'2.1 MI NE FROM WIRMINGHAM.
 GB1350'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1350'AT WIRMINGHAM, OVERTON COUNTY, 0.2 MILE SOUTH OF BOONE SCHOOL,
 GB1350'ABOUT 200 YARDS SOUTH OF THE J.W. KESLING GENERAL STORE AND
 GB1350'SERVICE STATION, 34 FEET SOUTH OF A 14-INCH RED OAK TREE, 31
 GB1350'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTHWEST
 GB1350'CORNER OF A RAIL FENCE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 GB1350'A STANDARD DISK, STAMPED V 77 1935 AND SET IN THE TOP OF A
 GB1350'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0033 ***********************************************************************
 FD0033  DESIGNATION -  V 78
 FD0033  PID         -  FD0033
 FD0033  STATE/COUNTY-  TN/CANNON
 FD0033  USGS QUAD   -  WOODBURY (1979)
 FD0033
 FD0033                         *CURRENT SURVEY CONTROL
 FD0033  ___________________________________________________________________
 FD0033* NAD 83(1986)-  35 52 29.     (N)    086 01 45.     (W)     SCALED    
 FD0033* NAVD 88     -       300.877  (meters)     987.13   (feet)  ADJUSTED  
 FD0033  ___________________________________________________________________
 FD0033  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FD0033  DYNAMIC HT  -         300.606 (meters)     986.24  (feet)  COMP
 FD0033  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FD0033
 FD0033  VERT ORDER  -  SECOND    CLASS 0
 FD0033
 FD0033.The horizontal coordinates were scaled from a topographic map and have
 FD0033.an estimated accuracy of +/- 6 seconds.
 FD0033
 FD0033.The orthometric height was determined by differential leveling
 FD0033.and adjusted by the National Geodetic Survey in June 1991..
 FD0033
 FD0033.The geoid height was determined by GEOID03.
 FD0033
 FD0033.The dynamic height is computed by dividing the NAVD 88
 FD0033.geopotential number by the normal gravity value computed on the
 FD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0033.degrees latitude (g = 980.6199 gals.).
 FD0033
 FD0033.The modeled gravity was interpolated from observed gravity values.
 FD0033
 FD0033;                    North         East    Units  Estimated Accuracy
 FD0033;SPC TN       -   171,020.      597,370.      MT  (+/- 180 meters Scaled)
 FD0033
 FD0033                          SUPERSEDED SURVEY CONTROL
 FD0033
 FD0033  NGVD 29 (??/??/92)  300.910  (m)          987.24   (f) ADJ UNCH    2 0
 FD0033
 FD0033.Superseded values are not recommended for survey control.
 FD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0033.See file dsdata.txt to determine how the superseded data were derived.
 FD0033
 FD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE876704(NAD 83)
 FD0033_MARKER: DB = BENCH MARK DISK
 FD0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0033_STAMPING: V 78 1935
 FD0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0033+STABILITY: SURFACE MOTION
 FD0033
 FD0033  HISTORY     - Date     Condition        Report By
 FD0033  HISTORY     - 1935     MONUMENTED       CGS
 FD0033  HISTORY     - 1960     MARK NOT FOUND   NGS
 FD0033  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0033
 FD0033                          STATION DESCRIPTION
 FD0033
 FD0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0033'5.4 MI N FROM WOODBURY.
 FD0033'0.6 MILE EAST ALONG U.S. HIGHWAY 70 S FROM THE POST OFFICE AT
 FD0033'WOODBURY, CANNON COUNTY, THENCE 4.8 MILES NORTH ALONG STATE
 FD0033'HIGHWAY 53, 5.7 MILES SOUTH OF THE POST OFFICE AT GASSAWAY, 48
 FD0033'YARDS NORTHWEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 25 FEET
 FD0033'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET NORTHEAST
 FD0033'OF A ONE-FOOT WALNUT TREE, AND ABOUT 3 FEET HIGHER THAN THE
 FD0033'HIGHWAY.  A STANDARD DISK, STAMPED V 78 1935 AND SET IN THE TOP
 FD0033'OF A CONCRETE POST.
 FD0033
 FD0033                          STATION RECOVERY (2002)
 FD0033
 FD0033'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0440 ***********************************************************************
 GC0440  DESIGNATION -  V 8
 GC0440  PID         -  GC0440
 GC0440  STATE/COUNTY-  TN/DAVIDSON
 GC0440  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0440
 GC0440                         *CURRENT SURVEY CONTROL
 GC0440  ___________________________________________________________________
 GC0440* NAD 83(1986)-  36 09 25.     (N)    086 47 06.     (W)     SCALED    
 GC0440* NAVD 88     -       140.695  (meters)     461.60   (feet)  ADJUSTED  
 GC0440  ___________________________________________________________________
 GC0440  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0440  DYNAMIC HT  -         140.574 (meters)     461.20  (feet)  COMP
 GC0440  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0440
 GC0440  VERT ORDER  -  FIRST     CLASS II
 GC0440
 GC0440.The horizontal coordinates were scaled from a topographic map and have
 GC0440.an estimated accuracy of +/- 6 seconds.
 GC0440
 GC0440.The orthometric height was determined by differential leveling
 GC0440.and adjusted by the National Geodetic Survey in June 1991..
 GC0440.WARNING-Repeat measurements at this control monument indicate possible
 GC0440.vertical movement.
 GC0440
 GC0440.The geoid height was determined by GEOID03.
 GC0440
 GC0440.The dynamic height is computed by dividing the NAVD 88
 GC0440.geopotential number by the normal gravity value computed on the
 GC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0440.degrees latitude (g = 980.6199 gals.).
 GC0440
 GC0440.The modeled gravity was interpolated from observed gravity values.
 GC0440
 GC0440;                    North         East    Units  Estimated Accuracy
 GC0440;SPC TN       -   202,610.      529,370.      MT  (+/- 180 meters Scaled)
 GC0440
 GC0440                          SUPERSEDED SURVEY CONTROL
 GC0440
 GC0440  NGVD 29 (??/??/92)  140.720  (m)          461.68   (f) ADJ UNCH    1 2
 GC0440
 GC0440.Superseded values are not recommended for survey control.
 GC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0440.See file dsdata.txt to determine how the superseded data were derived.
 GC0440
 GC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF193013(NAD 83)
 GC0440_MARKER: DB = BENCH MARK DISK
 GC0440_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC0440_STAMPING: V 8 462.040 1931
 GC0440_MARK LOGO: CGS   
 GC0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0440+STABILITY: POSITION/ELEVATION WELL
 GC0440
 GC0440  HISTORY     - Date     Condition        Report By
 GC0440  HISTORY     - 1931     MONUMENTED       CGS
 GC0440  HISTORY     - 1960     GOOD             NGS
 GC0440  HISTORY     - 1963     GOOD             NGS
 GC0440  HISTORY     - 1984     GOOD             NGS
 GC0440
 GC0440                          STATION DESCRIPTION
 GC0440
 GC0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0440'AT NASHVILLE.
 GC0440'AT NASHVILLE, DAVIDSON COUNTY, SET VERTICALLY IN THE WEST FACE
 GC0440'OF THE SECOND PILLAR SOUTH OF THE NORTHWEST CORNER OF THE UNION
 GC0440'STATION, 7.5 FEET SOUTH OF THE NORTH EDGE OF THE PILLAR AND ABOUT
 GC0440'5 FEET ABOVE THE GROUND.
 GC0440
 GC0440                          STATION RECOVERY (1963)
 GC0440
 GC0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GC0440'RECOVERED IN GOOD CONDITION.
 GC0440
 GC0440                          STATION RECOVERY (1984)
 GC0440
 GC0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0440'RECOVERED IN GOOD CONDITION.  NOTE, THE UNION STATION IS CLOSED AND
 GC0440'APPEARS TO BE IN PROCESS OF RENOVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1965 ***********************************************************************
 GB1965  DESIGNATION -  V 82
 GB1965  PID         -  GB1965
 GB1965  STATE/COUNTY-  TN/MACON
 GB1965  USGS QUAD   -  GALEN (1982)
 GB1965
 GB1965                         *CURRENT SURVEY CONTROL
 GB1965  ___________________________________________________________________
 GB1965* NAD 83(1986)-  36 30 00.     (N)    085 57 54.     (W)     SCALED    
 GB1965* NAVD 88     -       296.969  (meters)     974.31   (feet)  ADJUSTED  
 GB1965  ___________________________________________________________________
 GB1965  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB1965  DYNAMIC HT  -         296.719 (meters)     973.49  (feet)  COMP
 GB1965  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GB1965
 GB1965  VERT ORDER  -  SECOND    CLASS 0
 GB1965
 GB1965.The horizontal coordinates were scaled from a topographic map and have
 GB1965.an estimated accuracy of +/- 6 seconds.
 GB1965
 GB1965.The orthometric height was determined by differential leveling
 GB1965.and adjusted by the National Geodetic Survey in June 1991..
 GB1965
 GB1965.The geoid height was determined by GEOID03.
 GB1965
 GB1965.The dynamic height is computed by dividing the NAVD 88
 GB1965.geopotential number by the normal gravity value computed on the
 GB1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1965.degrees latitude (g = 980.6199 gals.).
 GB1965
 GB1965.The modeled gravity was interpolated from observed gravity values.
 GB1965
 GB1965;                    North         East    Units  Estimated Accuracy
 GB1965;SPC TN       -   240,400.      603,140.      MT  (+/- 180 meters Scaled)
 GB1965
 GB1965                          SUPERSEDED SURVEY CONTROL
 GB1965
 GB1965  NGVD 29 (??/??/92)  297.059  (m)          974.60   (f) ADJ UNCH    2 0
 GB1965
 GB1965.Superseded values are not recommended for survey control.
 GB1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1965.See file dsdata.txt to determine how the superseded data were derived.
 GB1965
 GB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF926399(NAD 83)
 GB1965_MARKER: DB = BENCH MARK DISK
 GB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1965_STAMPING: V 82 1935
 GB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1965+STABILITY: SURFACE MOTION
 GB1965
 GB1965  HISTORY     - Date     Condition        Report By
 GB1965  HISTORY     - 1935     MONUMENTED       CGS
 GB1965  HISTORY     - 1969     MARK NOT FOUND   USGS
 GB1965
 GB1965                          STATION DESCRIPTION
 GB1965
 GB1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1965'4.4 MI E FROM LAFAYETTE.
 GB1965'4.4 MILES EAST ALONG STATE HIGHWAY 52 FROM THE COURTHOUSE AT
 GB1965'LAFAYETTE, MACON COUNTY, AT THE ANDREWS CEMETERY, IN THE
 GB1965'NORTHWEST CORNER OF THE LAWN, 31 FEET SOUTH OF THE CENTERLINE
 GB1965'OF THE HIGHWAY, 2 FEET EAST OF A FENCE, AND ABOUT 1/2 FOOT HIGHER
 GB1965'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 82 1935 AND SET
 GB1965'IN THE TOP OF A CONCRETE POST.
 GB1965
 GB1965                          STATION RECOVERY (1969)
 GB1965
 GB1965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GB1965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1641 ***********************************************************************
 GB1641  DESIGNATION -  V 84
 GB1641  PID         -  GB1641
 GB1641  STATE/COUNTY-  TN/CUMBERLAND
 GB1641  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1641
 GB1641                         *CURRENT SURVEY CONTROL
 GB1641  ___________________________________________________________________
 GB1641* NAD 83(1986)-  36 03 58.     (N)    085 13 20.     (W)     SCALED    
 GB1641* NAVD 88     -       604.284  (meters)    1982.56   (feet)  ADJUSTED  
 GB1641  ___________________________________________________________________
 GB1641  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GB1641  DYNAMIC HT  -         603.722 (meters)    1980.71  (feet)  COMP
 GB1641  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 GB1641
 GB1641  VERT ORDER  -  SECOND    CLASS 0
 GB1641
 GB1641.The horizontal coordinates were scaled from a topographic map and have
 GB1641.an estimated accuracy of +/- 6 seconds.
 GB1641
 GB1641.The orthometric height was determined by differential leveling
 GB1641.and adjusted by the National Geodetic Survey in June 1991..
 GB1641
 GB1641.The geoid height was determined by GEOID03.
 GB1641
 GB1641.The dynamic height is computed by dividing the NAVD 88
 GB1641.geopotential number by the normal gravity value computed on the
 GB1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1641.degrees latitude (g = 980.6199 gals.).
 GB1641
 GB1641.The modeled gravity was interpolated from observed gravity values.
 GB1641
 GB1641;                    North         East    Units  Estimated Accuracy
 GB1641;SPC TN       -   192,530.      670,070.      MT  (+/- 180 meters Scaled)
 GB1641
 GB1641                          SUPERSEDED SURVEY CONTROL
 GB1641
 GB1641  NGVD 29 (??/??/92)  604.304  (m)         1982.62   (f) ADJ UNCH    2 0
 GB1641
 GB1641.Superseded values are not recommended for survey control.
 GB1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1641.See file dsdata.txt to determine how the superseded data were derived.
 GB1641
 GB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE601927(NAD 83)
 GB1641_MARKER: DB = BENCH MARK DISK
 GB1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1641_STAMPING: V 84 1935
 GB1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1641+STABILITY: SURFACE MOTION
 GB1641
 GB1641  HISTORY     - Date     Condition        Report By
 GB1641  HISTORY     - 1935     MONUMENTED       CGS
 GB1641
 GB1641                          STATION DESCRIPTION
 GB1641
 GB1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1641'2.2 MI NW FROM MAYLAND.
 GB1641'2.2 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1641'THE STATION AT MAYLAND, CUMBERLAND COUNTY, 100 YARDS EAST OF
 GB1641'MILEPOST 115, 42 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 24,
 GB1641'32 FEET SOUTH OF THE SOUTH RAIL, 5 FEET NORTHWEST OF A POLE, AND
 GB1641'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED V 84
 GB1641'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0181 ***********************************************************************
 GC0181  DESIGNATION -  V 85
 GC0181  PID         -  GC0181
 GC0181  STATE/COUNTY-  TN/TROUSDALE
 GC0181  USGS QUAD   -  HUNTERS POINT (1994)
 GC0181
 GC0181                         *CURRENT SURVEY CONTROL
 GC0181  ___________________________________________________________________
 GC0181* NAD 83(1986)-  36 20 25.     (N)    086 15 24.     (W)     SCALED    
 GC0181* NAVD 88     -       153.298  (meters)     502.95   (feet)  ADJUSTED  
 GC0181  ___________________________________________________________________
 GC0181  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0181  DYNAMIC HT  -         153.172 (meters)     502.53  (feet)  COMP
 GC0181  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0181
 GC0181  VERT ORDER  -  SECOND    CLASS 0
 GC0181
 GC0181.The horizontal coordinates were scaled from a topographic map and have
 GC0181.an estimated accuracy of +/- 6 seconds.
 GC0181
 GC0181.The orthometric height was determined by differential leveling
 GC0181.and adjusted by the National Geodetic Survey in June 1991..
 GC0181
 GC0181.The geoid height was determined by GEOID03.
 GC0181
 GC0181.The dynamic height is computed by dividing the NAVD 88
 GC0181.geopotential number by the normal gravity value computed on the
 GC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0181.degrees latitude (g = 980.6199 gals.).
 GC0181
 GC0181.The modeled gravity was interpolated from observed gravity values.
 GC0181
 GC0181;                    North         East    Units  Estimated Accuracy
 GC0181;SPC TN       -   222,700.      576,960.      MT  (+/- 180 meters Scaled)
 GC0181
 GC0181                          SUPERSEDED SURVEY CONTROL
 GC0181
 GC0181  NGVD 29 (??/??/92)  153.362  (m)          503.16   (f) ADJ UNCH    2 0
 GC0181
 GC0181.Superseded values are not recommended for survey control.
 GC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0181.See file dsdata.txt to determine how the superseded data were derived.
 GC0181
 GC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF667219(NAD 83)
 GC0181_MARKER: DB = BENCH MARK DISK
 GC0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0181_STAMPING: V 85 1935
 GC0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0181+STABILITY: SURFACE MOTION
 GC0181
 GC0181  HISTORY     - Date     Condition        Report By
 GC0181  HISTORY     - 1935     MONUMENTED       CGS
 GC0181
 GC0181                          STATION DESCRIPTION
 GC0181
 GC0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0181'6.4 MI SE FROM CASTALIAN SPRINGS.
 GC0181'IN TROUSDALE COUNTY, 2.9 MILES EAST ALONG STATE HIGHWAY 25 FROM
 GC0181'CASTALIAN SPRINGS, SUMNER COUNTY, THENCE 3.5 MILES SOUTH ALONG
 GC0181'STATE HIGHWAY 10, 9.5 MILES NORTH OF THE POST OFFICE AT LEBANON,
 GC0181'WILSON COUNTY, 2.5 MILES NORTH OF A TOLL BRIDGE (IN 1935) OVER
 GC0181'CUMBERLAND RIVER, 110 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC0181'LARGE LOG HOUSE WITH A STONE CHIMNEY AT EACH END, 37 FEET EAST
 GC0181'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 GC0181'A STANDARD DISK, STAMPED V 85 1935 AND SET IN THE TOP OF A
 GC0181'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0356 ***********************************************************************
 GC0356  DESIGNATION -  V 86
 GC0356  PID         -  GC0356
 GC0356  STATE/COUNTY-  TN/DAVIDSON
 GC0356  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0356
 GC0356                         *CURRENT SURVEY CONTROL
 GC0356  ___________________________________________________________________
 GC0356* NAD 83(1986)-  36 14 35.     (N)    086 43 31.     (W)     SCALED    
 GC0356* NAVD 88     -       152.720  (meters)     501.05   (feet)  ADJUSTED  
 GC0356  ___________________________________________________________________
 GC0356  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0356  DYNAMIC HT  -         152.590 (meters)     500.62  (feet)  COMP
 GC0356  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC0356
 GC0356  VERT ORDER  -  SECOND    CLASS 0
 GC0356
 GC0356.The horizontal coordinates were scaled from a topographic map and have
 GC0356.an estimated accuracy of +/- 6 seconds.
 GC0356
 GC0356.The orthometric height was determined by differential leveling
 GC0356.and adjusted by the National Geodetic Survey in June 1991..
 GC0356
 GC0356.The geoid height was determined by GEOID03.
 GC0356
 GC0356.The dynamic height is computed by dividing the NAVD 88
 GC0356.geopotential number by the normal gravity value computed on the
 GC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0356.degrees latitude (g = 980.6199 gals.).
 GC0356
 GC0356.The modeled gravity was interpolated from observed gravity values.
 GC0356
 GC0356;                    North         East    Units  Estimated Accuracy
 GC0356;SPC TN       -   212,130.      534,810.      MT  (+/- 180 meters Scaled)
 GC0356
 GC0356                          SUPERSEDED SURVEY CONTROL
 GC0356
 GC0356  NGVD 29 (??/??/92)  152.761  (m)          501.18   (f) ADJ UNCH    2 0
 GC0356
 GC0356.Superseded values are not recommended for survey control.
 GC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0356.See file dsdata.txt to determine how the superseded data were derived.
 GC0356
 GC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF246109(NAD 83)
 GC0356_MARKER: DB = BENCH MARK DISK
 GC0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0356_STAMPING: V 86 1935
 GC0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0356+STABILITY: SURFACE MOTION
 GC0356
 GC0356  HISTORY     - Date     Condition        Report By
 GC0356  HISTORY     - 1935     MONUMENTED       CGS
 GC0356  HISTORY     - 1949     GOOD             NGS
 GC0356  HISTORY     - 1961     GOOD             NGS
 GC0356
 GC0356                          STATION DESCRIPTION
 GC0356
 GC0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0356'1.2 MI S FROM MADISON.
 GC0356'1.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0356'THE STATION AT MADISON, DAVIDSON COUNTY, IN THE NORTHWEST CORNER
 GC0356'OF THE NATIONAL MILITARY CEMETERY, 30 FEET EAST OF THE CENTERLINE
 GC0356'OF THE TRACK, 33 FEET WEST OF A DIM ROAD AND A GATE IN A STONE
 GC0356'FENCE, 7 FEET SOUTH OF THE STONE FENCE, AND ABOUT 3 FEET LOWER
 GC0356'THAN THE TRACK.  A STANDARD DISK, STAMPED V 86 1935 AND SET IN
 GC0356'THE TOP OF A CONCRETE POST.
 GC0356
 GC0356                          STATION RECOVERY (1961)
 GC0356
 GC0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0152 ***********************************************************************
 GC0152  DESIGNATION -  V 87
 GC0152  PID         -  GC0152
 GC0152  STATE/COUNTY-  TN/SUMNER
 GC0152  USGS QUAD   -  GALLATIN (1983)
 GC0152
 GC0152                         *CURRENT SURVEY CONTROL
 GC0152  ___________________________________________________________________
 GC0152* NAD 83(1986)-  36 23 29.     (N)    086 27 02.     (W)     SCALED    
 GC0152* NAVD 88     -       160.053  (meters)     525.11   (feet)  ADJUSTED  
 GC0152  ___________________________________________________________________
 GC0152  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0152  DYNAMIC HT  -         159.921 (meters)     524.67  (feet)  COMP
 GC0152  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC0152
 GC0152  VERT ORDER  -  SECOND    CLASS 0
 GC0152
 GC0152.The horizontal coordinates were scaled from a topographic map and have
 GC0152.an estimated accuracy of +/- 6 seconds.
 GC0152
 GC0152.The orthometric height was determined by differential leveling
 GC0152.and adjusted by the National Geodetic Survey in June 1991..
 GC0152.WARNING-Repeat measurements at this control monument indicate possible
 GC0152.vertical movement.
 GC0152
 GC0152.The geoid height was determined by GEOID03.
 GC0152
 GC0152.The dynamic height is computed by dividing the NAVD 88
 GC0152.geopotential number by the normal gravity value computed on the
 GC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0152.degrees latitude (g = 980.6199 gals.).
 GC0152
 GC0152.The modeled gravity was interpolated from observed gravity values.
 GC0152
 GC0152;                    North         East    Units  Estimated Accuracy
 GC0152;SPC TN       -   228,440.      559,580.      MT  (+/- 180 meters Scaled)
 GC0152
 GC0152                          SUPERSEDED SURVEY CONTROL
 GC0152
 GC0152  NGVD 29 (??/??/92)  160.132  (m)          525.37   (f) ADJ UNCH    2 0
 GC0152
 GC0152.Superseded values are not recommended for survey control.
 GC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0152.See file dsdata.txt to determine how the superseded data were derived.
 GC0152
 GC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492275(NAD 83)
 GC0152_MARKER: DB = BENCH MARK DISK
 GC0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0152_STAMPING: V 87 1935
 GC0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0152+STABILITY: SURFACE MOTION
 GC0152
 GC0152  HISTORY     - Date     Condition        Report By
 GC0152  HISTORY     - 1935     MONUMENTED       CGS
 GC0152  HISTORY     - 1955     MARK NOT FOUND   USGS
 GC0152  HISTORY     - 1961     GOOD             NGS
 GC0152
 GC0152                          STATION DESCRIPTION
 GC0152
 GC0152'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GC0152'AT GALLATIN.
 GC0152'AT GALLATIN, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0152'RAILROAD, DIRECTLY ACROSS THE TRACK FROM THE STATION, AT A
 GC0152'STREET CROSSING, 43 FEET SOUTH OF THE CENTERLINE OF DEPOT AVENUE,
 GC0152'18.7 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE RAIL.  A
 GC0152'STANDARD DISK, STAMPED V 87 1935 AND SET IN THE TOP OF A
 GC0152'CONCRETE POST.  NOTE-- UPON RELEVELING THIS MARK APPEARS TO HAVE
 GC0152'BEEN DISTURBED BUT THE MARK ITSELF APPEARS TO BE IN GOOD
 GC0152'CONDITION.  THE MARK IS NOW ENCASED IN A RECTANGULAR TILE WITH
 GC0152'A STEEL PLATE COVER AND IS BURIED ABOUT 10 IN UNDER THE GROUND.
 GC0152'REPORTED LOCALLY AS BEING BURIED UNDER A PARKING LOT.
 GC0152
 GC0152                          STATION RECOVERY (1961)
 GC0152
 GC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0328 ***********************************************************************
 FF0328  DESIGNATION -  V 88
 FF0328  PID         -  FF0328
 FF0328  STATE/COUNTY-  TN/SHELBY
 FF0328  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0328
 FF0328                         *CURRENT SURVEY CONTROL
 FF0328  ___________________________________________________________________
 FF0328* NAD 83(1986)-  35 11 21.     (N)    090 02 13.     (W)     SCALED    
 FF0328* NAVD 88     -        68.811  (meters)     225.76   (feet)  ADJUSTED  
 FF0328  ___________________________________________________________________
 FF0328  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0328  DYNAMIC HT  -          68.749 (meters)     225.55  (feet)  COMP
 FF0328  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 FF0328
 FF0328  VERT ORDER  -  FIRST     CLASS I
 FF0328
 FF0328.The horizontal coordinates were scaled from a topographic map and have
 FF0328.an estimated accuracy of +/- 6 seconds.
 FF0328
 FF0328.The orthometric height was determined by differential leveling
 FF0328.and adjusted by the National Geodetic Survey in June 1991..
 FF0328.WARNING-Repeat measurements at this control monument indicate possible
 FF0328.vertical movement.
 FF0328
 FF0328.The geoid height was determined by GEOID03.
 FF0328
 FF0328.The dynamic height is computed by dividing the NAVD 88
 FF0328.geopotential number by the normal gravity value computed on the
 FF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0328.degrees latitude (g = 980.6199 gals.).
 FF0328
 FF0328.The modeled gravity was interpolated from observed gravity values.
 FF0328
 FF0328;                    North         East    Units  Estimated Accuracy
 FF0328;SPC TN       -   102,540.      232,430.      MT  (+/- 180 meters Scaled)
 FF0328
 FF0328                          SUPERSEDED SURVEY CONTROL
 FF0328
 FF0328  NGVD 29 (??/??/??)   68.771  (m)          225.63   (f) ADJUSTED    1 1
 FF0328
 FF0328.Superseded values are not recommended for survey control.
 FF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0328.See file dsdata.txt to determine how the superseded data were derived.
 FF0328
 FF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU698980(NAD 83)
 FF0328_MARKER: DB = BENCH MARK DISK
 FF0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0328_SP_SET: PIER
 FF0328_STAMPING: V 88 1957
 FF0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0328+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 FF0328
 FF0328  HISTORY     - Date     Condition        Report By
 FF0328  HISTORY     - 1957     MONUMENTED       CGS
 FF0328  HISTORY     - 1974     GOOD             NGS
 FF0328  HISTORY     - 20040202 GOOD             USACE
 FF0328
 FF0328                          STATION DESCRIPTION
 FF0328
 FF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0328'1.2 MI S FROM FRAYSER.
 FF0328'ABOUT 1.2 MILES SOUTH ALONG ILLINOIS CENTRAL RAILROAD FROM U.S.
 FF0328'HIGHWAY 51 OVERPASS AT FRAYSER, ALSO, 0.65 MILE NORTHEAST ALONG
 FF0328'ILLINOIS CENTRAL RAILROAD FROM ITS CROSSING WITH PLUM STREET AT
 FF0328'MEMPHIS, SET IN TOP AND CENTER OF THE CONCRETE PIER OVER WOLF
 FF0328'RIVER, 4 1/2 FEET EAST OF THE EAST RAIL, 8 FEET WEST OF THE EAST
 FF0328'END OF PIER, 6 FEET BELOW RAILS.
 FF0328
 FF0328                          STATION RECOVERY (2004)
 FF0328
 FF0328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 FF0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1676 ***********************************************************************
 FE1676  DESIGNATION -  V 89
 FE1676  PID         -  FE1676
 FE1676  STATE/COUNTY-  TN/TIPTON
 FE1676  USGS QUAD   -  NODENA (1983)
 FE1676
 FE1676                         *CURRENT SURVEY CONTROL
 FE1676  ___________________________________________________________________
 FE1676* NAD 83(1986)-  35 30 07.     (N)    089 55 18.     (W)     SCALED    
 FE1676* NAVD 88     -        92.353  (meters)     302.99   (feet)  ADJUSTED  
 FE1676  ___________________________________________________________________
 FE1676  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1676  DYNAMIC HT  -          92.273 (meters)     302.73  (feet)  COMP
 FE1676  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 FE1676
 FE1676  VERT ORDER  -  FIRST     CLASS I
 FE1676
 FE1676.The horizontal coordinates were scaled from a topographic map and have
 FE1676.an estimated accuracy of +/- 6 seconds.
 FE1676
 FE1676.The orthometric height was determined by differential leveling
 FE1676.and adjusted by the National Geodetic Survey in June 1991..
 FE1676
 FE1676.The geoid height was determined by GEOID03.
 FE1676
 FE1676.The dynamic height is computed by dividing the NAVD 88
 FE1676.geopotential number by the normal gravity value computed on the
 FE1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1676.degrees latitude (g = 980.6199 gals.).
 FE1676
 FE1676.The modeled gravity was interpolated from observed gravity values.
 FE1676
 FE1676;                    North         East    Units  Estimated Accuracy
 FE1676;SPC TN       -   136,780.      244,310.      MT  (+/- 180 meters Scaled)
 FE1676
 FE1676                          SUPERSEDED SURVEY CONTROL
 FE1676
 FE1676  NGVD 29 (??/??/??)   92.326  (m)          302.91   (f) ADJUSTED    1 1
 FE1676
 FE1676.Superseded values are not recommended for survey control.
 FE1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1676.See file dsdata.txt to determine how the superseded data were derived.
 FE1676
 FE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE349326(NAD 83)
 FE1676_MARKER: DB = BENCH MARK DISK
 FE1676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1676_SP_SET: CULVERT
 FE1676_STAMPING: V 89 1957
 FE1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1676+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1676
 FE1676  HISTORY     - Date     Condition        Report By
 FE1676  HISTORY     - 1957     MONUMENTED       CGS
 FE1676  HISTORY     - 1974     GOOD             NGS
 FE1676  HISTORY     - 20020807 GOOD             USACE
 FE1676
 FE1676                          STATION DESCRIPTION
 FE1676
 FE1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1676'2.8 MI SW FROM RANDOLPH.
 FE1676'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1676'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTH-SOUTHWEST
 FE1676'ALONG AN ASPHALT ROAD THENCE 1.7 MILES WEST ALONG STATE HIGHWAY
 FE1676'59, AT THE FOOT OF A HILL, 105 FEET SOUTHEAST OF THE CENTER OF A
 FE1676'JUNCTION WITH A PRIVATE DRIVEWAY LEADING UP HILL TO A FRAME
 FE1676'BUILDING (RIVER BEND OFFICE), 32 FEET SOUTHWEST OF THE CENTER
 FE1676'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 FE1676'SOUTHWEST CONCRETE HEADWALL OF A 6 FOOT BOX CULVERT AND 12 FEET
 FE1676'BELOW LEVEL OF THE HIGHWAY.
 FE1676
 FE1676                          STATION RECOVERY (2002)
 FE1676
 FE1676'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0843 ***********************************************************************
 FD0843  DESIGNATION -  V 9
 FD0843  PID         -  FD0843
 FD0843  STATE/COUNTY-  TN/LAWRENCE
 FD0843  USGS QUAD   -  ETHRIDGE (1988)
 FD0843
 FD0843                         *CURRENT SURVEY CONTROL
 FD0843  ___________________________________________________________________
 FD0843* NAD 83(1986)-  35 22 21.     (N)    087 18 21.     (W)     SCALED    
 FD0843* NAVD 88     -       301.445  (meters)     988.99   (feet)  ADJUSTED  
 FD0843  ___________________________________________________________________
 FD0843  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0843  DYNAMIC HT  -         301.163 (meters)     988.07  (feet)  COMP
 FD0843  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 FD0843
 FD0843  VERT ORDER  -  FIRST     CLASS II
 FD0843
 FD0843.The horizontal coordinates were scaled from a topographic map and have
 FD0843.an estimated accuracy of +/- 6 seconds.
 FD0843
 FD0843.The orthometric height was determined by differential leveling
 FD0843.and adjusted by the National Geodetic Survey in June 1991..
 FD0843
 FD0843.The geoid height was determined by GEOID03.
 FD0843
 FD0843.The dynamic height is computed by dividing the NAVD 88
 FD0843.geopotential number by the normal gravity value computed on the
 FD0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0843.degrees latitude (g = 980.6199 gals.).
 FD0843
 FD0843.The modeled gravity was interpolated from observed gravity values.
 FD0843
 FD0843;                    North         East    Units  Estimated Accuracy
 FD0843;SPC TN       -   116,090.      481,340.      MT  (+/- 180 meters Scaled)
 FD0843
 FD0843                          SUPERSEDED SURVEY CONTROL
 FD0843
 FD0843  NGVD 29 (??/??/92)  301.410  (m)          988.88   (f) ADJ UNCH    1 2
 FD0843
 FD0843.Superseded values are not recommended for survey control.
 FD0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0843.See file dsdata.txt to determine how the superseded data were derived.
 FD0843
 FD0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE722143(NAD 83)
 FD0843_MARKER: DB = BENCH MARK DISK
 FD0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0843_STAMPING: V 9 1931 989.007
 FD0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0843+STABILITY: SURFACE MOTION
 FD0843
 FD0843  HISTORY     - Date     Condition        Report By
 FD0843  HISTORY     - 1931     MONUMENTED       CGS
 FD0843  HISTORY     - 1949     GOOD             NGS
 FD0843  HISTORY     - 1973     GOOD             TVA
 FD0843  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0843
 FD0843                          STATION DESCRIPTION
 FD0843
 FD0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0843'AT BRACE.
 FD0843'AT BRACE, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 185 FEET
 FD0843'SOUTH AND ACROSS AN EAST-WEST GRAVEL ROAD FROM THE SOUTHEAST CORNER
 FD0843'OF THE FLAG STATION, 98 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 FD0843'GRAVEL ROAD, 15.2 FEET WEST OF THE WEST RAIL, 4 FEET EAST-NORTHEAST
 FD0843'OF A TELEPHONE POLE, 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FD0843'OF THE AMERICUS WALKER GROCERY STORE BUILDING, 1 1/2 FEET SOUTH OF
 FD0843'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE
 FD0843'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- 1.0 FEET EAST
 FD0843'OF NEW WITNESS POST AND SIGN.
 FD0843
 FD0843                          STATION RECOVERY (1973)
 FD0843
 FD0843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0843'RECOVERED IN GOOD CONDITION.
 FD0843
 FD0843                          STATION RECOVERY (1983)
 FD0843
 FD0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0843'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0280 ***********************************************************************
 FF0280  DESIGNATION -  V 91
 FF0280  PID         -  FF0280
 FF0280  STATE/COUNTY-  TN/SHELBY
 FF0280  USGS QUAD   -  LOCKE (1970)
 FF0280
 FF0280                         *CURRENT SURVEY CONTROL
 FF0280  ___________________________________________________________________
 FF0280* NAD 83(1986)-  35 21 08.     (N)    090 02 54.     (W)     SCALED    
 FF0280* NAVD 88     -        78.199  (meters)     256.56   (feet)  ADJUSTED  
 FF0280  ___________________________________________________________________
 FF0280  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0280  DYNAMIC HT  -          78.129 (meters)     256.33  (feet)  COMP
 FF0280  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0280
 FF0280  VERT ORDER  -  FIRST     CLASS II
 FF0280
 FF0280.The horizontal coordinates were scaled from a topographic map and have
 FF0280.an estimated accuracy of +/- 6 seconds.
 FF0280
 FF0280.The orthometric height was determined by differential leveling
 FF0280.and adjusted by the National Geodetic Survey in June 1991..
 FF0280
 FF0280.The geoid height was determined by GEOID03.
 FF0280
 FF0280.The dynamic height is computed by dividing the NAVD 88
 FF0280.geopotential number by the normal gravity value computed on the
 FF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0280.degrees latitude (g = 980.6199 gals.).
 FF0280
 FF0280.The modeled gravity was interpolated from observed gravity values.
 FF0280
 FF0280;                    North         East    Units  Estimated Accuracy
 FF0280;SPC TN       -   120,660.      232,140.      MT  (+/- 180 meters Scaled)
 FF0280
 FF0280                          SUPERSEDED SURVEY CONTROL
 FF0280
 FF0280  NGVD 29 (??/??/??)   78.164  (m)          256.44   (f) ADJUSTED    1 2
 FF0280
 FF0280.Superseded values are not recommended for survey control.
 FF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0280.See file dsdata.txt to determine how the superseded data were derived.
 FF0280
 FF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682161(NAD 83)
 FF0280_MARKER: DB = BENCH MARK DISK
 FF0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0280_STAMPING: V 91 1957
 FF0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0280+STABILITY: SURFACE MOTION
 FF0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0280+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0280
 FF0280  HISTORY     - Date     Condition        Report By
 FF0280  HISTORY     - 1957     MONUMENTED       CGS
 FF0280  HISTORY     - 20021021 GOOD             USACE
 FF0280
 FF0280                          STATION DESCRIPTION
 FF0280
 FF0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0280'4.3 MI NW FROM LOCKE.
 FF0280'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0280'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0280'ROAD, THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD,
 FF0280'AT THE JUNCTION OF A GRAVEL ROAD, 32 FEET EAST OF THE CENTER
 FF0280'LINE OF GRAVEL ROAD, 108 FEET NORTH OF THE NORTHEAST CORNER OF
 FF0280'A 20-FOOT WOODEN BRIDGE, 39 FEET EAST-NORTHEAST OF THE JUNCTION
 FF0280'OF THE GRAVEL ROAD AND DIRT FARM ROAD LEADING SOUTH-SOUTHWEST,
 FF0280'3 1/2 FEET NORTH-NORTHEAST OF A 4 INCH THORN TREE, 33 FEET
 FF0280'NORTHEAST OF A LONE 7 INCH ELM TREE, ABOUT 1.4 MILES NORTHWEST
 FF0280'OF THE SHELBY FOREST STATE PARK OFFICE AND INFORMATION BUILDING,
 FF0280'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW
 FF0280'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0280'PROJECTING 1 INCH ABOVE THE GROUND.
 FF0280
 FF0280                          STATION RECOVERY (2002)
 FF0280
 FF0280'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1678 ***********************************************************************
 FE1678  DESIGNATION -  V 92
 FE1678  PID         -  FE1678
 FE1678  STATE/COUNTY-  TN/TIPTON
 FE1678  USGS QUAD   -  NODENA (1983)
 FE1678
 FE1678                         *CURRENT SURVEY CONTROL
 FE1678  ___________________________________________________________________
 FE1678* NAD 83(1986)-  35 30 38.     (N)    089 56 26.     (W)     SCALED    
 FE1678* NAVD 88     -        84.794  (meters)     278.19   (feet)  ADJUSTED  
 FE1678  ___________________________________________________________________
 FE1678  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1678  DYNAMIC HT  -          84.720 (meters)     277.95  (feet)  COMP
 FE1678  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FE1678
 FE1678  VERT ORDER  -  FIRST     CLASS I
 FE1678
 FE1678.The horizontal coordinates were scaled from a topographic map and have
 FE1678.an estimated accuracy of +/- 6 seconds.
 FE1678
 FE1678.The orthometric height was determined by differential leveling
 FE1678.and adjusted by the National Geodetic Survey in June 1991..
 FE1678
 FE1678.The geoid height was determined by GEOID03.
 FE1678
 FE1678.The dynamic height is computed by dividing the NAVD 88
 FE1678.geopotential number by the normal gravity value computed on the
 FE1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1678.degrees latitude (g = 980.6199 gals.).
 FE1678
 FE1678.The modeled gravity was interpolated from observed gravity values.
 FE1678
 FE1678;                    North         East    Units  Estimated Accuracy
 FE1678;SPC TN       -   137,810.      242,630.      MT  (+/- 180 meters Scaled)
 FE1678
 FE1678                          SUPERSEDED SURVEY CONTROL
 FE1678
 FE1678  NGVD 29 (??/??/??)   84.764  (m)          278.10   (f) ADJUSTED    1 1
 FE1678
 FE1678.Superseded values are not recommended for survey control.
 FE1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1678.See file dsdata.txt to determine how the superseded data were derived.
 FE1678
 FE1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE333336(NAD 83)
 FE1678_MARKER: DB = BENCH MARK DISK
 FE1678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1678_SP_SET: 32 FEET
 FE1678_STAMPING: V 92 1957
 FE1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1678+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 FE1678
 FE1678  HISTORY     - Date     Condition        Report By
 FE1678  HISTORY     - 1957     MONUMENTED       CGS
 FE1678  HISTORY     - 1974     GOOD             NGS
 FE1678  HISTORY     - 1976     GOOD             NGS
 FE1678  HISTORY     - 20020412 GOOD             USACE
 FE1678
 FE1678                          STATION DESCRIPTION
 FE1678
 FE1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1678'4 MI SW FROM RANDOLPH.
 FE1678'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1678'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTH-SOUTHWEST
 FE1678'ALONG AN ASPHALT ROAD THENCE 2.9 MILES WEST ALONG STATE HIGHWAY
 FE1678'59, 0.45 MILE SOUTH OF THE END OF STATE HIGHWAY 59, 0.2 MILE
 FE1678'EAST-NORTHEAST OF AN EXXON STATION AND STORE AND THE MATTRESS
 FE1678'CASTING FIELD CORPORATION BUILDING (CORP OF ENGINEERS), 66 1/2
 FE1678'FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 59 AND PAVED ROAD
 FE1678'LEADING SOUTHWEST, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FE1678'BRICK HOUSE, (W.E. DUVALL RESIDENCE), 129 FEET SOUTH-SOUTHWEST
 FE1678'OF A POWER POLE, 97 1/2 FEET WEST OF THE WEST EDGE OF A CONCRETE
 FE1678'DRIVEWAY TO HOUSE, IN WEST EDGE OF YARD, 9 FEET ABOVE THE HIGHWAY
 FE1678'AND ON TOP OF A COPPER COATED STEEL ROD, 2-INCHES BELOW GROUND
 FE1678'AND PROTECTED BY A 4-INCH CLAY TILE PIPE THAT IS FLUSH WITH THE
 FE1678'LAWN.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 FE1678
 FE1678                          STATION RECOVERY (1976)
 FE1678
 FE1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1678'RECOVERED IN GOOD CONDITION.
 FE1678
 FE1678                          STATION RECOVERY (2002)
 FE1678
 FE1678'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1339 ***********************************************************************
 FE1339  DESIGNATION -  V 93
 FE1339  PID         -  FE1339
 FE1339  STATE/COUNTY-  TN/TIPTON
 FE1339  USGS QUAD   -  BRIGHTON (1981)
 FE1339
 FE1339                         *CURRENT SURVEY CONTROL
 FE1339  ___________________________________________________________________
 FE1339* NAD 83(1986)-  35 29 47.     (N)    089 43 16.     (W)     SCALED    
 FE1339* NAVD 88     -        96.663  (meters)     317.14   (feet)  ADJUSTED  
 FE1339  ___________________________________________________________________
 FE1339  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1339  DYNAMIC HT  -          96.580 (meters)     316.86  (feet)  COMP
 FE1339  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 FE1339
 FE1339  VERT ORDER  -  FIRST     CLASS I
 FE1339
 FE1339.The horizontal coordinates were scaled from a topographic map and have
 FE1339.an estimated accuracy of +/- 6 seconds.
 FE1339
 FE1339.The orthometric height was determined by differential leveling
 FE1339.and adjusted by the National Geodetic Survey in June 1991..
 FE1339
 FE1339.The geoid height was determined by GEOID03.
 FE1339
 FE1339.The dynamic height is computed by dividing the NAVD 88
 FE1339.geopotential number by the normal gravity value computed on the
 FE1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1339.degrees latitude (g = 980.6199 gals.).
 FE1339
 FE1339.The modeled gravity was interpolated from observed gravity values.
 FE1339
 FE1339;                    North         East    Units  Estimated Accuracy
 FE1339;SPC TN       -   135,460.      262,460.      MT  (+/- 180 meters Scaled)
 FE1339
 FE1339                          SUPERSEDED SURVEY CONTROL
 FE1339
 FE1339  NGVD 29 (??/??/??)   96.634  (m)          317.04   (f) ADJUSTED    1 1
 FE1339
 FE1339.Superseded values are not recommended for survey control.
 FE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1339.See file dsdata.txt to determine how the superseded data were derived.
 FE1339
 FE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE531314(NAD 83)
 FE1339_MARKER: DB = BENCH MARK DISK
 FE1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1339_SP_SET: BRIDGE
 FE1339_STAMPING: V 93 1957
 FE1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1339+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1339
 FE1339  HISTORY     - Date     Condition        Report By
 FE1339  HISTORY     - 1957     MONUMENTED       CGS
 FE1339  HISTORY     - 1974     GOOD             NGS
 FE1339  HISTORY     - 20021001 GOOD             USACE
 FE1339
 FE1339                          STATION DESCRIPTION
 FE1339
 FE1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1339'1 MI NE FROM BRIGHTON.
 FE1339'ABOUT 0.05 MILE NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1339'THE KENTWOOD STREET UNDERPASS AT BRIGHTON, 355 FEET SOUTH OF
 FE1339'MILEPOST 359, AT LARGE OLD ARCH TYPE BRIDGE OVER INDIAN CREEK, 8
 FE1339'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN TOP OF THE
 FE1339'NORTH END OF THE WEST CONCRETE HEADWALL OF BRIDGE, 2 1/2 FEET
 FE1339'BELOW LEVEL OF RAILS.
 FE1339
 FE1339                          STATION RECOVERY (2002)
 FE1339
 FE1339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1696 ***********************************************************************
 FE1696  DESIGNATION -  V 94
 FE1696  PID         -  FE1696
 FE1696  STATE/COUNTY-  TN/LAUDERDALE
 FE1696  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1696
 FE1696                         *CURRENT SURVEY CONTROL
 FE1696  ___________________________________________________________________
 FE1696* NAD 83(1986)-  35 45 33.     (N)    089 31 00.     (W)     SCALED    
 FE1696* NAVD 88     -       109.201  (meters)     358.27   (feet)  ADJUSTED  
 FE1696  ___________________________________________________________________
 FE1696  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE1696  DYNAMIC HT  -         109.108 (meters)     357.97  (feet)  COMP
 FE1696  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 FE1696
 FE1696  VERT ORDER  -  SECOND    CLASS 0
 FE1696
 FE1696.The horizontal coordinates were scaled from a topographic map and have
 FE1696.an estimated accuracy of +/- 6 seconds.
 FE1696
 FE1696.The orthometric height was determined by differential leveling
 FE1696.and adjusted by the National Geodetic Survey in June 1991..
 FE1696
 FE1696.The geoid height was determined by GEOID03.
 FE1696
 FE1696.The dynamic height is computed by dividing the NAVD 88
 FE1696.geopotential number by the normal gravity value computed on the
 FE1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1696.degrees latitude (g = 980.6199 gals.).
 FE1696
 FE1696.The modeled gravity was interpolated from observed gravity values.
 FE1696
 FE1696;                    North         East    Units  Estimated Accuracy
 FE1696;SPC TN       -   163,910.      282,050.      MT  (+/- 180 meters Scaled)
 FE1696
 FE1696                          SUPERSEDED SURVEY CONTROL
 FE1696
 FE1696  NGVD 29 (??/??/??)  109.184  (m)          358.21   (f) ADJUSTED    2 0
 FE1696
 FE1696.Superseded values are not recommended for survey control.
 FE1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1696.See file dsdata.txt to determine how the superseded data were derived.
 FE1696
 FE1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE724601(NAD 83)
 FE1696_MARKER: DB = BENCH MARK DISK
 FE1696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1696_SP_SET: BRIDGE
 FE1696_STAMPING: V 94 1957
 FE1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1696+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1696
 FE1696  HISTORY     - Date     Condition        Report By
 FE1696  HISTORY     - 1957     MONUMENTED       CGS
 FE1696  HISTORY     - 20020809 GOOD             USACE
 FE1696
 FE1696                          STATION DESCRIPTION
 FE1696
 FE1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1696'1 MI N FROM RIPLEY.
 FE1696'0.95 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1696'STATION AT RIPLEY, ABOUT 0.15 MILE NORTH OF MILEPOST NO. 337,
 FE1696'ON TOP OF THE NORTHWEST CORNER OF THE NORTH END OF THE WEST
 FE1696'HEADWALL OF A BRIDGE OVER CANE CREEK, 16 1/2 FEET WEST OF THE
 FE1696'WEST RAIL OF THE SOUTH BOUND TRAFFIC AND 5 1/2 FEET BELOW THE
 FE1696'LEVEL OF THE TRACK.
 FE1696
 FE1696                          STATION RECOVERY (2002)
 FE1696
 FE1696'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0705 ***********************************************************************
 GD0705  DESIGNATION -  V 95
 GD0705  PID         -  GD0705
 GD0705  STATE/COUNTY-  TN/LAKE
 GD0705  USGS QUAD   -  TIPTONVILLE (1981)
 GD0705
 GD0705                         *CURRENT SURVEY CONTROL
 GD0705  ___________________________________________________________________
 GD0705* NAD 83(1986)-  36 28 09.     (N)    089 23 16.     (W)     SCALED    
 GD0705* NAVD 88     -        88.196  (meters)     289.36   (feet)  ADJUSTED  
 GD0705  ___________________________________________________________________
 GD0705  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0705  DYNAMIC HT  -          88.126 (meters)     289.13  (feet)  COMP
 GD0705  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 GD0705
 GD0705  VERT ORDER  -  FIRST     CLASS II
 GD0705
 GD0705.The horizontal coordinates were scaled from a topographic map and have
 GD0705.an estimated accuracy of +/- 6 seconds.
 GD0705
 GD0705.The orthometric height was determined by differential leveling
 GD0705.and adjusted by the National Geodetic Survey in June 1991..
 GD0705
 GD0705.The geoid height was determined by GEOID03.
 GD0705
 GD0705.The dynamic height is computed by dividing the NAVD 88
 GD0705.geopotential number by the normal gravity value computed on the
 GD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0705.degrees latitude (g = 980.6199 gals.).
 GD0705
 GD0705.The modeled gravity was interpolated from observed gravity values.
 GD0705
 GD0705;                    North         East    Units  Estimated Accuracy
 GD0705;SPC TN       -   242,230.      296,420.      MT  (+/- 180 meters Scaled)
 GD0705
 GD0705                          SUPERSEDED SURVEY CONTROL
 GD0705
 GD0705  NGVD 29 (??/??/??)   88.131  (m)          289.14   (f) ADJUSTED    1 2
 GD0705
 GD0705.Superseded values are not recommended for survey control.
 GD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0705.See file dsdata.txt to determine how the superseded data were derived.
 GD0705
 GD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF860386(NAD 83)
 GD0705_MARKER: DB = BENCH MARK DISK
 GD0705_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0705_SP_SET: 72 FEET
 GD0705_STAMPING: V 95 1957
 GD0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0705
 GD0705  HISTORY     - Date     Condition        Report By
 GD0705  HISTORY     - 1957     MONUMENTED       CGS
 GD0705  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0705
 GD0705                          STATION DESCRIPTION
 GD0705
 GD0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0705'1 MI NE FROM MARKHAM.
 GD0705'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 GD0705'OF PAVED ROAD NORTHWEST AT MARKHAM, ABOUT 0.15 MILE NORTH OF
 GD0705'JUNCTION OF A ROAD EAST TO BRYANTS CAMP, 68 1/2 FEET SOUTHEAST
 GD0705'OF CENTER LINE OF HIGHWAY, 76 FEET WEST-SOUTHWEST AND ACROSS A DRIVE
 GD0705'FROM THE WEST CORNER OF A TENANT HOUSE OWNED BY LYMAN HARRISON,
 GD0705'26 FEET WEST-NORTHWEST OF NORTH CORNER OF A WELL HOUSE, 20 FEET
 GD0705'SOUTHWEST OF CENTER LINE OF A DRIVE, 15 FEET NORTH-NORTHWEST OF A
 GD0705'POWER LINE BRANCH POLE, 8 1/2 FEET SOUTHEAST OF A HIGHWAY R/W
 GD0705'MARKER POST, 1 3/4 FEET NORTHWEST OF ANOTHER HIGHWAY R/W MARKER
 GD0705'POST, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GD0705'1 1/2 FEET BELOW LEVEL OF HIGHWAY AND IS A DISK ON COPPER COATED
 GD0705'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE
 GD0705'WHICH PROJECTS 1 1/2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 72
 GD0705'FEET.
 GD0705
 GD0705                          STATION RECOVERY (2002)
 GD0705
 GD0705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0705'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1154 ***********************************************************************
 GD1154  DESIGNATION -  V 95 RESET
 GD1154  PID         -  GD1154
 GD1154  STATE/COUNTY-  TN/LAKE
 GD1154  USGS QUAD   -  TIPTONVILLE (1981)
 GD1154
 GD1154                         *CURRENT SURVEY CONTROL
 GD1154  ___________________________________________________________________
 GD1154* NAD 83(1986)-  36 28 09.     (N)    089 23 16.     (W)     SCALED    
 GD1154* NAVD 88     -        87.844  (meters)     288.20   (feet)  ADJUSTED  
 GD1154  ___________________________________________________________________
 GD1154  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1154  DYNAMIC HT  -          87.774 (meters)     287.97  (feet)  COMP
 GD1154  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 GD1154
 GD1154  VERT ORDER  -  FIRST     CLASS I
 GD1154
 GD1154.The horizontal coordinates were scaled from a topographic map and have
 GD1154.an estimated accuracy of +/- 6 seconds.
 GD1154
 GD1154.The orthometric height was determined by differential leveling
 GD1154.and adjusted by the National Geodetic Survey in June 1991..
 GD1154
 GD1154.The geoid height was determined by GEOID03.
 GD1154
 GD1154.The dynamic height is computed by dividing the NAVD 88
 GD1154.geopotential number by the normal gravity value computed on the
 GD1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1154.degrees latitude (g = 980.6199 gals.).
 GD1154
 GD1154.The modeled gravity was interpolated from observed gravity values.
 GD1154
 GD1154;                    North         East    Units  Estimated Accuracy
 GD1154;SPC TN       -   242,230.      296,420.      MT  (+/- 180 meters Scaled)
 GD1154
 GD1154                          SUPERSEDED SURVEY CONTROL
 GD1154
 GD1154  NGVD 29 (??/??/??)   87.777  (m)          287.98   (f) ADJUSTED    1 1
 GD1154
 GD1154.Superseded values are not recommended for survey control.
 GD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1154.See file dsdata.txt to determine how the superseded data were derived.
 GD1154
 GD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF860386(NAD 83)
 GD1154_MARKER: DB = BENCH MARK DISK
 GD1154_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1154+WITH SETTING: INTO GROUND
 GD1154_STAMPING: V95 RESET 1974
 GD1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1154+STABILITY: SURFACE MOTION
 GD1154
 GD1154  HISTORY     - Date     Condition        Report By
 GD1154  HISTORY     - 1974     MONUMENTED       NGS
 GD1154  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD1154
 GD1154                          STATION DESCRIPTION
 GD1154
 GD1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1154'1.10 MI NE FROM NEW MARKHAM.
 GD1154'ABOUT 1.10 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1154'WITH A BLACKTOP ROAD AT NEW MARKHAM, ABOUT 0.15 MILE NORTHEAST OF THE
 GD1154'JUNCTION OF BLACKTOP ROAD LEADING EAST TO BRYANTS CAMP, 128.2 FEET
 GD1154'NORTHEAST OF A POWER POLE, 68.5 FEET SOUTHEAST OF THE CENTER LINE OF
 GD1154'STATE HIGHWAY 78, 76 FEET WEST-SOUTHWEST OF AND ACROSS AN ABANDONED
 GD1154'DRIVE FROM THE WEST CORNER OF AN ABANDONED HOUSE, 20 FEET SOUTHWEST OF
 GD1154'THE CENTER LINE OF THE DRIVEWAY, 1.5 FEET BELOW LEVEL OF THE HIGHWAY
 GD1154'AND ON TOP OF A COPPER COATED STEEL ROD, 0.4 FOOT BELOW GROUND AND
 GD1154'PROTECTED BY A 4-INCH PLASTIC PIPE, 0.1 FOOT BELOW GROUND.
 GD1154
 GD1154                          STATION RECOVERY (2002)
 GD1154
 GD1154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1154'SUSPECTED DESTROYED. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0840 ***********************************************************************
 GA0840  DESIGNATION -  V 97
 GA0840  PID         -  GA0840
 GA0840  STATE/COUNTY-  TN/HAWKINS
 GA0840  USGS QUAD   -  STONY POINT (1971)
 GA0840
 GA0840                         *CURRENT SURVEY CONTROL
 GA0840  ___________________________________________________________________
 GA0840* NAD 83(1986)-  36 24 36.     (N)    082 45 51.     (W)     SCALED    
 GA0840* NAVD 88     -       387.172  (meters)    1270.25   (feet)  ADJUSTED  
 GA0840  ___________________________________________________________________
 GA0840  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0840  DYNAMIC HT  -         386.817 (meters)    1269.08  (feet)  COMP
 GA0840  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA0840
 GA0840  VERT ORDER  -  SECOND    CLASS 0
 GA0840
 GA0840.The horizontal coordinates were scaled from a topographic map and have
 GA0840.an estimated accuracy of +/- 6 seconds.
 GA0840
 GA0840.The orthometric height was determined by differential leveling
 GA0840.and adjusted by the National Geodetic Survey in June 1991..
 GA0840
 GA0840.The geoid height was determined by GEOID03.
 GA0840
 GA0840.The dynamic height is computed by dividing the NAVD 88
 GA0840.geopotential number by the normal gravity value computed on the
 GA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0840.degrees latitude (g = 980.6199 gals.).
 GA0840
 GA0840.The modeled gravity was interpolated from observed gravity values.
 GA0840
 GA0840;                    North         East    Units  Estimated Accuracy
 GA0840;SPC TN       -   235,210.      890,180.      MT  (+/- 180 meters Scaled)
 GA0840
 GA0840                          SUPERSEDED SURVEY CONTROL
 GA0840
 GA0840  NGVD 29 (??/??/92)  387.316  (m)         1270.72   (f) ADJ UNCH    2 0
 GA0840
 GA0840.Superseded values are not recommended for survey control.
 GA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0840.See file dsdata.txt to determine how the superseded data were derived.
 GA0840
 GA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA418308(NAD 83)
 GA0840_MARKER: DB = BENCH MARK DISK
 GA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0840_STAMPING: V 97 1935
 GA0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0840+STABILITY: SURFACE MOTION
 GA0840
 GA0840  HISTORY     - Date     Condition        Report By
 GA0840  HISTORY     - 1935     MONUMENTED       CGS
 GA0840
 GA0840                          STATION DESCRIPTION
 GA0840
 GA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0840'3.4 MI E FROM VAN HILL.
 GA0840'3.4 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0840'AT VAN HILL, HAWKINS COUNTY, 20 YARDS EAST OF THE R.K. VENNARD
 GA0840'STORE, 13 YARDS SOUTH OF THE RESIDENCE AT THE JUNCTION OF A ROAD,
 GA0840'41 FEET NORTH OF THE CENTERLINE OF THE BLAIR GAP ROAD, 15
 GA0840'FEET EAST OF THE CENTER OF THE T-ROAD, 1 FOOT WEST OF A FENCE
 GA0840'LINE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED V 97 1935
 GA0840'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0848 ***********************************************************************
 GA0848  DESIGNATION -  V 98
 GA0848  PID         -  GA0848
 GA0848  STATE/COUNTY-  TN/GREENE
 GA0848  USGS QUAD   -  BAILEYTON (1971)
 GA0848
 GA0848                         *CURRENT SURVEY CONTROL
 GA0848  ___________________________________________________________________
 GA0848* NAD 83(1986)-  36 17 03.     (N)    082 45 53.     (W)     SCALED    
 GA0848* NAVD 88     -       414.307  (meters)    1359.27   (feet)  ADJUSTED  
 GA0848  ___________________________________________________________________
 GA0848  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0848  DYNAMIC HT  -         413.918 (meters)    1358.00  (feet)  COMP
 GA0848  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 GA0848
 GA0848  VERT ORDER  -  SECOND    CLASS 0
 GA0848
 GA0848.The horizontal coordinates were scaled from a topographic map and have
 GA0848.an estimated accuracy of +/- 6 seconds.
 GA0848
 GA0848.The orthometric height was determined by differential leveling
 GA0848.and adjusted by the National Geodetic Survey in June 1991..
 GA0848
 GA0848.The geoid height was determined by GEOID03.
 GA0848
 GA0848.The dynamic height is computed by dividing the NAVD 88
 GA0848.geopotential number by the normal gravity value computed on the
 GA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0848.degrees latitude (g = 980.6199 gals.).
 GA0848
 GA0848.The modeled gravity was interpolated from observed gravity values.
 GA0848
 GA0848;                    North         East    Units  Estimated Accuracy
 GA0848;SPC TN       -   221,250.      890,600.      MT  (+/- 180 meters Scaled)
 GA0848
 GA0848                          SUPERSEDED SURVEY CONTROL
 GA0848
 GA0848  NGVD 29 (??/??/92)  414.443  (m)         1359.72   (f) ADJ UNCH    2 0
 GA0848
 GA0848.Superseded values are not recommended for survey control.
 GA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0848.See file dsdata.txt to determine how the superseded data were derived.
 GA0848
 GA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA415169(NAD 83)
 GA0848_MARKER: DB = BENCH MARK DISK
 GA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0848_STAMPING: V 98 1935
 GA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0848+STABILITY: SURFACE MOTION
 GA0848
 GA0848  HISTORY     - Date     Condition        Report By
 GA0848  HISTORY     - 1935     MONUMENTED       CGS
 GA0848  HISTORY     - 1955     GOOD             TVA
 GA0848
 GA0848                          STATION DESCRIPTION
 GA0848
 GA0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0848'1.8 MI NW FROM NEWMANSVILLE.
 GA0848'1.8 MILES NORTHWEST ALONG THE LOCUST SPRING ROAD FROM ITS JUNCTION
 GA0848'WITH STATE HIGHWAY 93 AT NEWMANSVILLE, GREENE COUNTY, AT DOTTYS
 GA0848'CHAPEL, 44 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 39 FEET
 GA0848'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET EAST OF
 GA0848'A CEMETERY FENCE, AND 6 INCHES HIGHER THAN THE ROAD.  A STANDARD
 GA0848'DISK, STAMPED V 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0848
 GA0848                          STATION RECOVERY (1955)
 GA0848
 GA0848'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0873 ***********************************************************************
 GA0873  DESIGNATION -  V 99
 GA0873  PID         -  GA0873
 GA0873  STATE/COUNTY-  TN/GREENE
 GA0873  USGS QUAD   -  MOSHEIM (1971)
 GA0873
 GA0873                         *CURRENT SURVEY CONTROL
 GA0873  ___________________________________________________________________
 GA0873* NAD 83(1986)-  36 14 48.     (N)    082 55 44.     (W)     SCALED    
 GA0873* NAVD 88     -       338.450  (meters)    1110.40   (feet)  ADJUSTED  
 GA0873  ___________________________________________________________________
 GA0873  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0873  DYNAMIC HT  -         338.135 (meters)    1109.36  (feet)  COMP
 GA0873  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 GA0873
 GA0873  VERT ORDER  -  SECOND    CLASS 0
 GA0873
 GA0873.The horizontal coordinates were scaled from a topographic map and have
 GA0873.an estimated accuracy of +/- 6 seconds.
 GA0873
 GA0873.The orthometric height was determined by differential leveling
 GA0873.and adjusted by the National Geodetic Survey in June 1991..
 GA0873
 GA0873.The geoid height was determined by GEOID03.
 GA0873
 GA0873.The dynamic height is computed by dividing the NAVD 88
 GA0873.geopotential number by the normal gravity value computed on the
 GA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0873.degrees latitude (g = 980.6199 gals.).
 GA0873
 GA0873.The modeled gravity was interpolated from observed gravity values.
 GA0873
 GA0873;                    North         East    Units  Estimated Accuracy
 GA0873;SPC TN       -   216,620.      875,990.      MT  (+/- 180 meters Scaled)
 GA0873
 GA0873                          SUPERSEDED SURVEY CONTROL
 GA0873
 GA0873  NGVD 29 (??/??/92)  338.594  (m)         1110.87   (f) ADJ UNCH    2 0
 GA0873
 GA0873.Superseded values are not recommended for survey control.
 GA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0873.See file dsdata.txt to determine how the superseded data were derived.
 GA0873
 GA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA266130(NAD 83)
 GA0873_MARKER: DB = BENCH MARK DISK
 GA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0873_STAMPING: V 99 1935
 GA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0873+STABILITY: SURFACE MOTION
 GA0873
 GA0873  HISTORY     - Date     Condition        Report By
 GA0873  HISTORY     - 1935     MONUMENTED       CGS
 GA0873  HISTORY     - 1950     GOOD             TVA
 GA0873
 GA0873                          STATION DESCRIPTION
 GA0873
 GA0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0873'7.3 MI NE FROM MOSHEIM.
 GA0873'7.3 MILES NORTHEAST ALONG THE MT. CARMEL AND ALBANY ROADS FROM
 GA0873'THE POST OFFICE AT MOSHEIM, GREENE COUNTY, 1.5 MILES EAST OF
 GA0873'MT. CARMEL, 1.2 MILES WEST OF ALBANY, 150 YARDS NORTH OF THE
 GA0873'JUNCTION OF THE MT. CARMEL-ALBANY ROAD AND STATE HIGHWAY 70,
 GA0873'20 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE C.P. CARTER
 GA0873'RESIDENCE, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 GA0873'SOUTH OF A WIRE FENCE, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0873'DISK, STAMPED V 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0873
 GA0873                          STATION RECOVERY (1950)
 GA0873
 GA0873'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0518 ***********************************************************************
 FD0518  DESIGNATION -  VADEN
 FD0518  PID         -  FD0518
 FD0518  STATE/COUNTY-  TN/WILLIAMSON
 FD0518  USGS QUAD   -  FRANKLIN (1981)
 FD0518
 FD0518                         *CURRENT SURVEY CONTROL
 FD0518  ___________________________________________________________________
 FD0518* NAD 83(1995)-  35 58 23.35675(N)    086 48 12.78289(W)     ADJUSTED  
 FD0518* NAVD 88     -       241.696  (meters)     792.96   (feet)  ADJUSTED  
 FD0518  ___________________________________________________________________
 FD0518  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FD0518  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0518  DYNAMIC HT  -         241.484 (meters)     792.27  (feet)  COMP
 FD0518  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0518
 FD0518  HORZ ORDER  -  SECOND
 FD0518  VERT ORDER  -  SECOND    CLASS 0
 FD0518
 FD0518.The horizontal coordinates were established by classical geodetic methods
 FD0518.and adjusted by the National Geodetic Survey in April 1999..
 FD0518
 FD0518.The orthometric height was determined by differential leveling
 FD0518.and adjusted by the National Geodetic Survey in June 1991..
 FD0518
 FD0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0518
 FD0518.The geoid height was determined by GEOID03.
 FD0518
 FD0518.The dynamic height is computed by dividing the NAVD 88
 FD0518.geopotential number by the normal gravity value computed on the
 FD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0518.degrees latitude (g = 980.6199 gals.).
 FD0518
 FD0518.The modeled gravity was interpolated from observed gravity values.
 FD0518
 FD0518;                    North         East     Units Scale Factor Converg.
 FD0518;SPC TN       -   182,234.377   527,528.690   MT  0.99995134   -0 28 13.6
 FD0518;SPC TN       -   597,880.62  1,730,733.71   sFT  0.99995134   -0 28 13.6
 FD0518;UTM  16      - 3,980,988.754   517,711.509   MT  0.99960387   +0 06 55.4
 FD0518
 FD0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0518!SPC TN       -   0.99996659  x   0.99995134  =   0.99991794
 FD0518!UTM  16      -   0.99996659  x   0.99960387  =   0.99957048
 FD0518
 FD0518:                Primary Azimuth Mark                     Grid Az
 FD0518:SPC TN       -  NASHVILLE RADIO STA WSM MAST             022 54 39.9
 FD0518:UTM  16      -  NASHVILLE RADIO STA WSM MAST             022 19 30.9
 FD0518
 FD0518|---------------------------------------------------------------------|
 FD0518| PID    Reference Object                     Distance      Geod. Az  |
 FD0518|                                                           dddmmss.s |
 FD0518| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 3.0 KM 0222626.3 |
 FD0518| FD0517 VADEN RM 1                            9.266 METERS 09325     |
 FD0518| FD1490 FRANKLIN RADIO STA WAGG MAST        APPROX. 3.3 KM 2363501.8 |
 FD0518| FD0519 VADEN RM 2                            8.592 METERS 28134     |
 FD0518|---------------------------------------------------------------------|
 FD0518
 FD0518                          SUPERSEDED SURVEY CONTROL
 FD0518
 FD0518  NAD 83(1995)-  35 58 23.35970(N)    086 48 12.78395(W) AD(       ) 2
 FD0518  NAD 83(1986)-  35 58 23.36746(N)    086 48 12.78547(W) AD(       ) 2
 FD0518  NAD 27      -  35 58 23.14260(N)    086 48 12.78250(W) AD(       ) 2
 FD0518  NGVD 29 (??/??/92)  241.692  (m)          792.95   (f) ADJ UNCH    2 0
 FD0518
 FD0518.Superseded values are not recommended for survey control.
 FD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0518.See file dsdata.txt to determine how the superseded data were derived.
 FD0518
 FD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1771280989(NAD 83)
 FD0518_MARKER: DE = TRAVERSE STATION DISK
 FD0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0518_STAMPING: VADEN 1960
 FD0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0518
 FD0518  HISTORY     - Date     Condition        Report By
 FD0518  HISTORY     - 1960     MONUMENTED       TNHD
 FD0518  HISTORY     - 1960     GOOD             CGS
 FD0518  HISTORY     - 1963     GOOD             CGS
 FD0518
 FD0518                          STATION DESCRIPTION
 FD0518
 FD0518'DESCRIBED BY TN HIGHWAY DEPT 1960 (SLH)
 FD0518'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF FRANKLIN, ABOUT 4.5
 FD0518'MILES SOUTH OF BRENTWOOD AND
 FD0518'ON PROPERTY OWNED BY MR D B VADEN.
 FD0518'
 FD0518'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO NORTH ON
 FD0518'U S HIGHWAY NO 31 FOR
 FD0518'4.0 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 FD0518'EAST, ON MOORES LANE FOR 1.7 MILES
 FD0518'TO A DRIVEWAY ON THE LEFT, TURN
 FD0518'LEFT, NORTH , FOR 0.1 MILE TO MR D B VADENS FARM HOME
 FD0518'AND THE END OF
 FD0518'TRUCK TRAVEL, PACK NORTHERLY FOR ABOUT 0.4 MILE TO THE STATION.
 FD0518'
 FD0518'STATION MARK IS 34 FEET WEST OF THE HIGHEST POINT OF THE RIDGE, 9
 FD0518'FEET WEST OF A WITNESS SIGN
 FD0518'AND 3 FEET SOUTH OF AN EAST-WEST WIRE FENCE.  THE MARK
 FD0518'IS A STANDARD DISK BRAZED TO THE
 FD0518'TOP OF A 3-INCH IRON PIPE, PROJECTS 3 INCHES AND IS
 FD0518'STAMPED VADEN 1960.
 FD0518'REFERENCE MARK NO 1 IS 1 FOOT SOUTH OF AN EAST-WEST
 FD0518'WIRE FENCE.  THE MARK IS A
 FD0518'STANDARD DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTS 5
 FD0518'INCHES AND IS
 FD0518'STAMPED VADEN NO 1 1960.
 FD0518'
 FD0518'REFERENCE MARK NO 2 IS 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE.  THE
 FD0518'MARK IS A STANDARD DISK
 FD0518'BRAZED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTS 5
 FD0518'INCHES AND IS STAMPED VADEN NO 2
 FD0518'1960.
 FD0518'
 FD0518'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 FD0518
 FD0518                          STATION RECOVERY (1960)
 FD0518
 FD0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0518'5 MI S FROM BRENTWOOD.
 FD0518'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0518'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN 3.6
 FD0518'MILES SOUTH ON INTERSTATE HIGHWAY 65.  THE STATION MARK IS
 FD0518'ABOUT 0.1 MILE EAST OF THE HIGHWAY ON THE HIGHEST PART OF A
 FD0518'HILL, 34 FT. WEST OF THE HIGHEST POINT OF THE RIDGE, 9 FT. WEST
 FD0518'OF A WITNESS SIGN AND 3 FT. SOUTH OF A FENCE.  THE DISK IS
 FD0518'BRAZED TO THE TOP OF A 3-INCH GALVANIZED PIPE THAT PROJECTS 3
 FD0518'INCHES.  NOTE-- THIS STATION IS 0.5 MILE NORTH ALONG INTERSTATE
 FD0518'HIGHWAY 65 FROM B.M. T 223.
 FD0518
 FD0518                          STATION RECOVERY (1963)
 FD0518
 FD0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD0518'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD0518'EXCELLENT CONDITION.  THE
 FD0518'ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0517 ***********************************************************************
 FD0517  DESIGNATION -  VADEN RM 1
 FD0517  PID         -  FD0517
 FD0517  STATE/COUNTY-  TN/WILLIAMSON
 FD0517  USGS QUAD   -  FRANKLIN (1981)
 FD0517
 FD0517                         *CURRENT SURVEY CONTROL
 FD0517  ___________________________________________________________________
 FD0517* NAD 83(1986)-  35 58 23.     (N)    086 48 12.     (W)     SCALED    
 FD0517* NAVD 88     -       241.925  (meters)     793.72   (feet)  ADJUSTED  
 FD0517  ___________________________________________________________________
 FD0517  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0517  DYNAMIC HT  -         241.714 (meters)     793.02  (feet)  COMP
 FD0517  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0517
 FD0517  VERT ORDER  -  SECOND    CLASS 0
 FD0517
 FD0517.The horizontal coordinates were scaled from a topographic map and have
 FD0517.an estimated accuracy of +/- 6 seconds.
 FD0517
 FD0517.The orthometric height was determined by differential leveling
 FD0517.and adjusted by the National Geodetic Survey in June 1991..
 FD0517
 FD0517.The geoid height was determined by GEOID03.
 FD0517
 FD0517.The dynamic height is computed by dividing the NAVD 88
 FD0517.geopotential number by the normal gravity value computed on the
 FD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0517.degrees latitude (g = 980.6199 gals.).
 FD0517
 FD0517.The modeled gravity was interpolated from observed gravity values.
 FD0517
 FD0517;                    North         East    Units  Estimated Accuracy
 FD0517;SPC TN       -   182,220.      527,550.      MT  (+/- 180 meters Scaled)
 FD0517
 FD0517                          SUPERSEDED SURVEY CONTROL
 FD0517
 FD0517  NGVD 29 (??/??/92)  241.922  (m)          793.71   (f) ADJ UNCH    2 0
 FD0517
 FD0517.Superseded values are not recommended for survey control.
 FD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0517.See file dsdata.txt to determine how the superseded data were derived.
 FD0517
 FD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE177809(NAD 83)
 FD0517_MARKER: DR = REFERENCE MARK DISK
 FD0517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0517_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0517_STAMPING: VADEN NO 1 1960
 FD0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0517
 FD0517  HISTORY     - Date     Condition        Report By
 FD0517  HISTORY     - 1960     MONUMENTED       CGS
 FD0517
 FD0517                          STATION DESCRIPTION
 FD0517
 FD0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0517'5 MI S FROM BRENTWOOD.
 FD0517'THIS MARK IS LOCATED AT THE VADEN 1960 STATION SITE, 30.4 FT.
 FD0517'EAST OF THE STATION MARK, AND 1 FT. SOUTH OF A FENCE.  THE
 FD0517'DISK IS BRAZED TO THE TOP OF A 30 INCH GALVANIZED PIPE THAT
 FD0517'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0519 ***********************************************************************
 FD0519  DESIGNATION -  VADEN RM 2
 FD0519  PID         -  FD0519
 FD0519  STATE/COUNTY-  TN/WILLIAMSON
 FD0519  USGS QUAD   -  FRANKLIN (1981)
 FD0519
 FD0519                         *CURRENT SURVEY CONTROL
 FD0519  ___________________________________________________________________
 FD0519* NAD 83(1986)-  35 58 23.     (N)    086 48 12.     (W)     SCALED    
 FD0519* NAVD 88     -       241.118  (meters)     791.07   (feet)  ADJUSTED  
 FD0519  ___________________________________________________________________
 FD0519  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0519  DYNAMIC HT  -         240.907 (meters)     790.38  (feet)  COMP
 FD0519  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0519
 FD0519  VERT ORDER  -  SECOND    CLASS 0
 FD0519
 FD0519.The horizontal coordinates were scaled from a topographic map and have
 FD0519.an estimated accuracy of +/- 6 seconds.
 FD0519
 FD0519.The orthometric height was determined by differential leveling
 FD0519.and adjusted by the National Geodetic Survey in June 1991..
 FD0519
 FD0519.The geoid height was determined by GEOID03.
 FD0519
 FD0519.The dynamic height is computed by dividing the NAVD 88
 FD0519.geopotential number by the normal gravity value computed on the
 FD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0519.degrees latitude (g = 980.6199 gals.).
 FD0519
 FD0519.The modeled gravity was interpolated from observed gravity values.
 FD0519
 FD0519;                    North         East    Units  Estimated Accuracy
 FD0519;SPC TN       -   182,220.      527,550.      MT  (+/- 180 meters Scaled)
 FD0519
 FD0519                          SUPERSEDED SURVEY CONTROL
 FD0519
 FD0519  NGVD 29 (??/??/92)  241.114  (m)          791.05   (f) ADJ UNCH    2 0
 FD0519
 FD0519.Superseded values are not recommended for survey control.
 FD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0519.See file dsdata.txt to determine how the superseded data were derived.
 FD0519
 FD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE177809(NAD 83)
 FD0519_MARKER: DR = REFERENCE MARK DISK
 FD0519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0519_STAMPING: VADEN NO 2 1960
 FD0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0519
 FD0519  HISTORY     - Date     Condition        Report By
 FD0519  HISTORY     - 1960     MONUMENTED       CGS
 FD0519
 FD0519                          STATION DESCRIPTION
 FD0519
 FD0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0519'5 MI S FROM BRENTWOOD.
 FD0519'THIS MARK IS LOCATED AT THE VADEN 1960 STATION SITE, 28.2 FT.
 FD0519'WEST OF THE STATION MARK AND 1 FT. SOUTH OF A FENCE.  THE DISK
 FD0519'IS BRAZED TO THE TOP OF A 3-INCH GALVANIZED PIPE THAT PROJECTS
 FD0519'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3560 ***********************************************************************
 GA3560  DESIGNATION -  VAN
 GA3560  PID         -  GA3560
 GA3560  STATE/COUNTY-  TN/UNION
 GA3560  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3560
 GA3560                         *CURRENT SURVEY CONTROL
 GA3560  ___________________________________________________________________
 GA3560* NAD 83(1995)-  36 11 14.11442(N)    083 53 24.08873(W)     ADJUSTED  
 GA3560* NAVD 88     -       340.5    (meters)    1117.     (feet)  VERTCON   
 GA3560  ___________________________________________________________________
 GA3560  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GA3560  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3560
 GA3560  HORZ ORDER  -  SECOND
 GA3560
 GA3560.The horizontal coordinates were established by classical geodetic methods
 GA3560.and adjusted by the National Geodetic Survey in April 1999..
 GA3560
 GA3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3560
 GA3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3560
 GA3560.The geoid height was determined by GEOID03.
 GA3560
 GA3560;                    North         East     Units Scale Factor Converg.
 GA3560;SPC TN       -   207,738.196   789,771.496   MT  0.99996735   +1 14 06.9
 GA3560;SPC TN       -   681,554.40  2,591,108.65   sFT  0.99996735   +1 14 06.9
 GA3560;UTM  17      - 4,008,589.794   240,112.459   MT  1.00043229   -1 42 26.3
 GA3560
 GA3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3560!SPC TN       -   0.99995138  x   0.99996735  =   0.99991873
 GA3560!UTM  17      -   0.99995138  x   1.00043229  =   1.00038365
 GA3560
 GA3560:                Primary Azimuth Mark                     Grid Az
 GA3560:SPC TN       -  87 610                                   033 03 17.3
 GA3560:UTM  17      -  87 610                                   035 59 50.5
 GA3560
 GA3560|---------------------------------------------------------------------|
 GA3560| PID    Reference Object                     Distance      Geod. Az  |
 GA3560|                                                           dddmmss.s |
 GA3560| DC2573 87 610                                             0341724.2 |
 GA3560| DC2664 VAN RM 2                              8.338 METERS 22313     |
 GA3560| DC2663 VAN RM 1                              7.812 METERS 34333     |
 GA3560|---------------------------------------------------------------------|
 GA3560
 GA3560                          SUPERSEDED SURVEY CONTROL
 GA3560
 GA3560  NAD 83(1995)-  36 11 14.11972(N)    083 53 24.08930(W) AD(       ) 2
 GA3560  NAD 83(1995)-  36 11 14.12078(N)    083 53 24.08817(W) AD(       ) 2
 GA3560  NAD 83(1995)-  36 11 14.12194(N)    083 53 24.08965(W) AD(       ) 2
 GA3560  NAD 83(1986)-  36 11 14.12628(N)    083 53 24.08768(W) AD(       ) 2
 GA3560  NAD 27      -  36 11 13.83692(N)    083 53 24.40965(W) AD(       ) 2
 GA3560  NGVD 29 (07/19/86)  340.6    (m)         1117.     (f) VERT ANG       
 GA3560
 GA3560.Superseded values are not recommended for survey control.
 GA3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3560.See file dsdata.txt to determine how the superseded data were derived.
 GA3560
 GA3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4011208590(NAD 83)
 GA3560_MARKER: DD = SURVEY DISK
 GA3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3560
 GA3560  HISTORY     - Date     Condition        Report By
 GA3560  HISTORY     - 1964     MONUMENTED       TNHD
 GA3560
 GA3560                          STATION DESCRIPTION
 GA3560
 GA3560'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3560'THE STATION IS LOCATED ABOUT 24 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA3560'
 GA3560'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA3560'AT HALLS CROSSROADS, GO
 GA3560'11.5 MILES NORTH ON ST.  RT.  33 TO THE INTERSECTION
 GA3560'OF ST.  RT.  61, TURN RIGHT,
 GA3560'WEST, AND GO 0.1 MILE TO THE AZIMUTH
 GA3560'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 GA3560'ST.  RT.  61 FOR 0.2
 GA3560'MILE WEST TO A GRAVELED DRIVE ON THE RIGHT, TURN RIGHT AND GO
 GA3560'0.05 MILE TO A
 GA3560'GAP ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GAP,
 GA3560'ALONG THE NORTH SIDE OF A
 GA3560'BARN, AND GO 0.2 MILE NORTHEAST ACROSS A
 GA3560'FIELD THEN TURN LEFT AND GO 0.2 MILE
 GA3560'SOUTHWEST TO THE TOP OF A WOODED
 GA3560'HILL AND THE STATION.
 GA3560'
 GA3560'THE STATION IS 42 FEET NORTH OF AN 18-INCH WALNUT TREE, 33 FEET EAST
 GA3560'OF A 12-INCH OAK TREE,
 GA3560'30 FEET NORTHWEST OF A 6-INCH LOCUST TREE AND 5.0
 GA3560'FEET SOUTHWEST OF A WITNESS POST.
 GA3560'THE SURFACE AND UNDERGROUND MARKS
 GA3560'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA3560'THE DISKS ARE
 GA3560'STAMPED VAN 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA3560'SURFACE.  THE
 GA3560'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA3560'CONCRETE MONUMENT.
 GA3560'
 GA3560'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF A 12-INCH WILD CHEERY
 GA3560'TREE, 17 FEET SOUTH OF A
 GA3560'24-INCH OAK TREE AND 6 FEET NORTH OF A 6-INCH
 GA3560'TWIN-TRUNKED HICKORY TREE.  IT IS
 GA3560'A STANDARD TENNESSEE HIGHWAY
 GA3560'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3560'CONCRETE MONUMENT AND
 GA3560'THE DISK IS STAMPED VAN RM-1 1964.
 GA3560'
 GA3560'REFERENCE MARK NO. 2 IS 38 FEET NORTHEAST OF A FENCE LINE, 32 FEET
 GA3560'SOUTH OF A 12-INCH WILD
 GA3560'CHEERY TREE AND 23 FEET NORTH OF AN 18-INCH WALNUT TREE.
 GA3560'IT IS A STANDARD TENNESSEE
 GA3560'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3560'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3560'IS STAMPED VAN RM-2
 GA3560'1964.
 GA3560'
 GA3560'THE TENNESSEE DIVISION OF GEOLOGY SURVEY MARK 87610 WILL SERVE AS THE
 GA3560'AZIMUTH MARK.  IT IS 81
 GA3560'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF ST.  RT.
 GA3560'61, 12 FEET EAST OF A 30-INCH
 GA3560'POPLAR TREE, 6 FEET NORTHWEST OF A
 GA3560'14-INCH WALNUT TREE AND 0.6 FEET EAST-NORTHEAST
 GA3560'OF A WITNESS POST.
 GA3560'IT IS A METAL DISK SET IN A 6-INCH SQUARE, FLUSH, CONCRETE
 GA3560'MONUMENT AND THE
 GA3560'DISK IS STAMPED 87610.
 GA3560'
 GA3560'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3560'
 GA3560'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2565 ***********************************************************************
 GC2565  DESIGNATION -  VAN LEER
 GC2565  PID         -  GC2565
 GC2565  STATE/COUNTY-  TN/DICKSON
 GC2565  USGS QUAD   -  VANLEER (1983)
 GC2565
 GC2565                         *CURRENT SURVEY CONTROL
 GC2565  ___________________________________________________________________
 GC2565* NAD 83(1995)-  36 13 53.77624(N)    087 26 37.08842(W)     ADJUSTED  
 GC2565* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 GC2565  ___________________________________________________________________
 GC2565  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GC2565  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2565
 GC2565  HORZ ORDER  -  SECOND
 GC2565
 GC2565.The horizontal coordinates were established by classical geodetic methods
 GC2565.and adjusted by the National Geodetic Survey in April 1999..
 GC2565
 GC2565.The orthometric height was scaled from a topographic map.
 GC2565
 GC2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2565
 GC2565.The geoid height was determined by GEOID03.
 GC2565
 GC2565;                    North         East     Units Scale Factor Converg.
 GC2565;SPC TN       -   211,570.700   470,226.432   MT  0.99997241   -0 50 42.6
 GC2565;SPC TN       -   694,128.20  1,542,734.55   sFT  0.99997241   -0 50 42.6
 GC2565;UTM  16      - 4,009,728.501   460,133.289   MT  0.99961958   -0 15 44.0
 GC2565
 GC2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2565!SPC TN       -   0.99996297  x   0.99997241  =   0.99993538
 GC2565!UTM  16      -   0.99996297  x   0.99961958  =   0.99958256
 GC2565
 GC2565|---------------------------------------------------------------------|
 GC2565| PID    Reference Object                     Distance      Geod. Az  |
 GC2565|                                                           dddmmss.s |
 GC2565| CG7721 VAN LEER RM 1                        33.015 METERS 03926     |
 GC2565| CG7722 VAN LEER RM 2                        30.077 METERS 15713     |
 GC2565| CG7720 VAN LEER AZ MK                                     2223633.9 |
 GC2565| GC2584 DICKHUM                             APPROX.14.3 KM 2230240.9 |
 GC2565|---------------------------------------------------------------------|
 GC2565
 GC2565                          SUPERSEDED SURVEY CONTROL
 GC2565
 GC2565  NAD 83(1995)-  36 13 53.77773(N)    087 26 37.09099(W) AD(       ) 2
 GC2565  NAD 83(1995)-  36 13 53.77939(N)    087 26 37.09237(W) AD(       ) 2
 GC2565  NAD 83(1986)-  36 13 53.78604(N)    087 26 37.09131(W) AD(       ) 2
 GC2565  NAD 27      -  36 13 53.58300(N)    087 26 37.05100(W) AD(       ) 2
 GC2565
 GC2565.Superseded values are not recommended for survey control.
 GC2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2565.See file dsdata.txt to determine how the superseded data were derived.
 GC2565
 GC2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6013309729(NAD 83)
 GC2565_MARKER: DS = TRIANGULATION STATION DISK
 GC2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2565
 GC2565  HISTORY     - Date     Condition        Report By
 GC2565  HISTORY     - 1934     MONUMENTED       CGS
 GC2565  HISTORY     - 1953     GOOD             CGS
 GC2565
 GC2565                          STATION DESCRIPTION
 GC2565
 GC2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2565'IN TOWN OF VAN LEER, ON EAST PROPERTY LINE BETWEEN LAND OF W. T.
 GC2565'MCGEE AND HIGH STREET, DIRECTLY ACROSS STREET FROM HOME OF MRS. CLYDE
 GC2565'TURNER, AND 12 FEET EAST OF WIRE FENCE.  SURFACE AND UNDERGROUND
 GC2565'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2565'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 GC2565'NO. 1 IS AT GATE, 2 FEET SOUTH OF TELEPHONE POLE, AND
 GC2565'108.32 FEET FROM STATION.  NO. 2 IS 20 FEET
 GC2565'EAST OF CENTER OF HIGH STREET AND 98.68 FEET FROM STATION.
 GC2565'AZIMUTH MARK IS ON PROPERTY OF NORMAN
 GC2565'EUBANK, ABOUT 16 FEET WEST OF CENTER OF STATE ROUTE 49 AND 125 YARDS
 GC2565'FROM STATION.
 GC2565
 GC2565                          STATION RECOVERY (1953)
 GC2565
 GC2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2565'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2565'GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO ALL MARKS CHECKED.
 GC2565'THE OLD DESCRIPTION IS ADEQUATE.
 GC2565'
 GC2565'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2284 ***********************************************************************
 GC2284  DESIGNATION -  VANDERBILT U KIRKLAND HALL TWR
 GC2284  PID         -  GC2284
 GC2284  STATE/COUNTY-  TN/DAVIDSON
 GC2284  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2284
 GC2284                         *CURRENT SURVEY CONTROL
 GC2284  ___________________________________________________________________
 GC2284* NAD 83(1995)-  36 08 53.40243(N)    086 48 09.46545(W)     ADJUSTED  
 GC2284* NAVD 88     -                                                        
 GC2284  ___________________________________________________________________
 GC2284  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2284  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC2284
 GC2284  HORZ ORDER  -  THIRD
 GC2284
 GC2284.The horizontal coordinates were established by classical geodetic methods
 GC2284.and adjusted by the National Geodetic Survey in April 1999..
 GC2284
 GC2284
 GC2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2284
 GC2284.The geoid height was determined by GEOID03.
 GC2284
 GC2284;                    North         East     Units Scale Factor Converg.
 GC2284;SPC TN       -   201,651.629   527,771.051   MT  0.99996338   -0 28 11.6
 GC2284;SPC TN       -   661,585.39  1,731,528.86   sFT  0.99996338   -0 28 11.6
 GC2284;UTM  16      - 4,000,400.620   517,755.229   MT  0.99960388   +0 06 59.1
 GC2284
 GC2284                          SUPERSEDED SURVEY CONTROL
 GC2284
 GC2284  NAD 83(1995)-  36 08 53.40450(N)    086 48 09.46742(W) AD(       ) 4
 GC2284  NAD 83(1995)-  36 08 53.40637(N)    086 48 09.46753(W) AD(       ) 4
 GC2284  NAD 83(1986)-  36 08 53.41268(N)    086 48 09.46862(W) AD(       ) 4
 GC2284  NAD 27      -  36 08 53.20000(N)    086 48 09.47000(W) AD(       ) 3
 GC2284
 GC2284.Superseded values are not recommended for survey control.
 GC2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2284.See file dsdata.txt to determine how the superseded data were derived.
 GC2284
 GC2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1775500401(NAD 83)
 GC2284_MARKER: 55 = TOWER
 GC2284
 GC2284  HISTORY     - Date     Condition        Report By
 GC2284  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2284
 GC2284                          STATION DESCRIPTION
 GC2284
 GC2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2284'STATION IS THE CENTER OF A SQUARE RED BRICK CLOCK TOWER EXTENDING
 GC2284'ABOUT 75 FEET ABOVE THE SOUTH SIDE OF KIRKLAND HALL.  IT IS LOCATED
 GC2284'ON THE CAMPUS OF VANDERBILT UNIVERSITY ABOUT 0.1 MILE SOUTH OF WEST
 GC2284'END AVENUE AND 0.1 MILE EAST OF 24TH AVENUE SOUTH IN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2285 ***********************************************************************
 GC2285  DESIGNATION -  VANDERBILT U POWERHOUSE STACK
 GC2285  PID         -  GC2285
 GC2285  STATE/COUNTY-  TN/DAVIDSON
 GC2285  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2285
 GC2285                         *CURRENT SURVEY CONTROL
 GC2285  ___________________________________________________________________
 GC2285* NAD 83(1995)-  36 08 44.81047(N)    086 48 12.53894(W)     ADJUSTED  
 GC2285* NAVD 88     -                                                        
 GC2285  ___________________________________________________________________
 GC2285  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2285  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC2285
 GC2285  HORZ ORDER  -  THIRD
 GC2285
 GC2285.The horizontal coordinates were established by classical geodetic methods
 GC2285.and adjusted by the National Geodetic Survey in April 1999..
 GC2285
 GC2285
 GC2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2285
 GC2285.The geoid height was determined by GEOID03.
 GC2285
 GC2285;                    North         East     Units Scale Factor Converg.
 GC2285;SPC TN       -   201,387.451   527,692.050   MT  0.99996316   -0 28 13.4
 GC2285;SPC TN       -   660,718.66  1,731,269.67   sFT  0.99996316   -0 28 13.4
 GC2285;UTM  16      - 4,000,135.742   517,678.962   MT  0.99960385   +0 06 57.3
 GC2285
 GC2285                          SUPERSEDED SURVEY CONTROL
 GC2285
 GC2285  NAD 83(1995)-  36 08 44.81255(N)    086 48 12.54086(W) AD(       ) 4
 GC2285  NAD 83(1995)-  36 08 44.81438(N)    086 48 12.54100(W) AD(       ) 4
 GC2285  NAD 83(1986)-  36 08 44.82073(N)    086 48 12.54209(W) AD(       ) 4
 GC2285  NAD 27      -  36 08 44.61400(N)    086 48 12.54500(W) AD(       ) 3
 GC2285
 GC2285.Superseded values are not recommended for survey control.
 GC2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2285.See file dsdata.txt to determine how the superseded data were derived.
 GC2285
 GC2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1767900136(NAD 83)
 GC2285_MARKER: 63 = STACK
 GC2285
 GC2285  HISTORY     - Date     Condition        Report By
 GC2285  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2285  HISTORY     - 1949     GOOD             AMS
 GC2285  HISTORY     - 1953     GOOD             CGS
 GC2285
 GC2285                          STATION DESCRIPTION
 GC2285
 GC2285'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2285'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2285
 GC2285                          STATION RECOVERY (1953)
 GC2285
 GC2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2285'STATION WAS RECOVERED IN GOOD CONDITION.  AN ORIGINAL DESCRIPTION
 GC2285'FOLLOWS.
 GC2285'
 GC2285'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK ABOUT
 GC2285'200 FEET HIGH, LOCATED ON THE CAMPUS OF VANDERBILT UNIVERSITY ON
 GC2285'THE SOUTH SIDE OF VANDERBILT PLACE AND ABOUT 300 FEET EAST OF 24TH
 GC2285'AVENUE SOUTH IN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2286 ***********************************************************************
 GC2286  DESIGNATION -  VANDERBILT UNIV COLL HALL TWR
 GC2286  PID         -  GC2286
 GC2286  STATE/COUNTY-  TN/DAVIDSON
 GC2286  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2286
 GC2286                         *CURRENT SURVEY CONTROL
 GC2286  ___________________________________________________________________
 GC2286* NAD 83(1995)-  36 08 53.19864(N)    086 48 09.77856(W)     ADJUSTED  
 GC2286* NAVD 88     -                                                        
 GC2286  ___________________________________________________________________
 GC2286  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2286  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC2286
 GC2286  HORZ ORDER  -  THIRD
 GC2286
 GC2286.The horizontal coordinates were established by classical geodetic methods
 GC2286.and adjusted by the National Geodetic Survey in April 1999..
 GC2286
 GC2286
 GC2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2286
 GC2286.The geoid height was determined by GEOID03.
 GC2286
 GC2286;                    North         East     Units Scale Factor Converg.
 GC2286;SPC TN       -   201,645.412   527,763.173   MT  0.99996338   -0 28 11.8
 GC2286;SPC TN       -   661,564.99  1,731,503.01   sFT  0.99996338   -0 28 11.8
 GC2286;UTM  16      - 4,000,394.325   517,747.417   MT  0.99960388   +0 06 58.9
 GC2286
 GC2286                          SUPERSEDED SURVEY CONTROL
 GC2286
 GC2286  NAD 83(1995)-  36 08 53.20069(N)    086 48 09.78052(W) AD(       ) 4
 GC2286  NAD 83(1995)-  36 08 53.20233(N)    086 48 09.78095(W) AD(       ) 4
 GC2286  NAD 83(1986)-  36 08 53.20870(N)    086 48 09.78201(W) AD(       ) 4
 GC2286  NAD 27      -  36 08 53.00000(N)    086 48 09.79000(W) AD(       ) 3
 GC2286
 GC2286.Superseded values are not recommended for survey control.
 GC2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2286.See file dsdata.txt to determine how the superseded data were derived.
 GC2286
 GC2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1774700394(NAD 83)
 GC2286_MARKER: 55 = TOWER
 GC2286
 GC2286  HISTORY     - Date     Condition        Report By
 GC2286  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2286  HISTORY     - 1949     GOOD             AMS
 GC2286  HISTORY     - 1953     GOOD             CGS
 GC2286
 GC2286                          STATION DESCRIPTION
 GC2286
 GC2286'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2286'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2286
 GC2286                          STATION RECOVERY (1953)
 GC2286
 GC2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2286'STATION WAS RECOVERED IN GOOD CONDITION.  THE NAME OF THE TOWER HAS
 GC2286'BEEN CHANGED TO KERKLAND HALL.  AN ORIGINAL DESCRIPTION
 GC2286'FOLLOWS.
 GC2286'
 GC2286'STATION IS THE CENTER OF A SQUARE RED BRICK CLOCK TOWER EXTENDING
 GC2286'ABOUT 75 FEET ABOVE THE SOUTH SIDE OF KIRKLAND HALL.  IT IS LOCATED
 GC2286'ON THE CAMPUS OF VANDERBILT UNIVERSITY ABOUT 0.1 MILE SOUTH OF WEST
 GC2286'END AVENUE AND 0.1 MILE EAST OF 24TH AVENUE SOUTH IN NASHVILLE.
 GC2286'
 GC2286'NOTE- THE 1934 GEOGRAPHIC POSITION DID NOT CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2529 ***********************************************************************
 GB2529  DESIGNATION -  VASP
 GB2529  PID         -  GB2529
 GB2529  STATE/COUNTY-  TN/CAMPBELL
 GB2529  USGS QUAD   -  JACKSBORO (1991)
 GB2529
 GB2529                         *CURRENT SURVEY CONTROL
 GB2529  ___________________________________________________________________
 GB2529* NAD 83(1995)-  36 16 09.25439(N)    084 11 49.95165(W)     ADJUSTED  
 GB2529* NAVD 88     -       400.0    (meters)    1312.     (feet)  VERTCON   
 GB2529  ___________________________________________________________________
 GB2529  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 GB2529  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB2529
 GB2529  HORZ ORDER  -  SECOND
 GB2529
 GB2529.The horizontal coordinates were established by classical geodetic methods
 GB2529.and adjusted by the National Geodetic Survey in April 1999..
 GB2529
 GB2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2529
 GB2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2529
 GB2529.The geoid height was determined by GEOID03.
 GB2529
 GB2529;                    North         East     Units Scale Factor Converg.
 GB2529;SPC TN       -   216,281.240   761,979.139   MT  0.99997717   +1 03 19.5
 GB2529;SPC TN       -   709,582.70  2,499,926.56   sFT  0.99997717   +1 03 19.5
 GB2529;UTM  16      - 4,017,456.253   751,777.866   MT  1.00038113   +1 39 32.2
 GB2529
 GB2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2529!SPC TN       -   0.99994192  x   0.99997717  =   0.99991909
 GB2529!UTM  16      -   0.99994192  x   1.00038113  =   1.00032302
 GB2529
 GB2529:                Primary Azimuth Mark                     Grid Az
 GB2529:SPC TN       -  CAMAND                                   145 49 44.8
 GB2529:UTM  16      -  CAMAND                                   145 13 32.1
 GB2529
 GB2529|---------------------------------------------------------------------|
 GB2529| PID    Reference Object                     Distance      Geod. Az  |
 GB2529|                                                           dddmmss.s |
 GB2529| GB0804 CAMAND                              APPROX. 4.0 KM 1465304.3 |
 GB2529| DC2666 VASP RM 2                             4.178 METERS 23940     |
 GB2529| DC2665 VASP RM 1                             4.463 METERS 33152     |
 GB2529|---------------------------------------------------------------------|
 GB2529
 GB2529                          SUPERSEDED SURVEY CONTROL
 GB2529
 GB2529  NAD 83(1995)-  36 16 09.25714(N)    084 11 49.95561(W) AD(       ) 2
 GB2529  NAD 83(1995)-  36 16 09.25932(N)    084 11 49.95660(W) AD(       ) 2
 GB2529  NAD 83(1986)-  36 16 09.26537(N)    084 11 49.95226(W) AD(       ) 2
 GB2529  NAD 27      -  36 16 08.99080(N)    084 11 50.22432(W) AD(       ) 2
 GB2529  NGVD 29 (07/19/86)  400.1    (m)         1313.     (f) VERT ANG       
 GB2529
 GB2529.Superseded values are not recommended for survey control.
 GB2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2529.See file dsdata.txt to determine how the superseded data were derived.
 GB2529
 GB2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5177817456(NAD 83)
 GB2529_MARKER: DD = SURVEY DISK
 GB2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2529
 GB2529  HISTORY     - Date     Condition        Report By
 GB2529  HISTORY     - 1964     MONUMENTED       TNHD
 GB2529
 GB2529                          STATION DESCRIPTION
 GB2529
 GB2529'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2529'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF LAKE CITY.
 GB2529'
 GB2529'TO REACH THE STATION FROM THE POST OFFICE AT LAKE CITY, GO 4.75 MILES
 GB2529'NORTHWEST ON U.  S.  HIGHWAY
 GB2529'25W TO A GRAVELED ROAD ON THE LEFT, TURN LEFT,
 GB2529'WEST, AND GO 0.4 MILE TO A GRAVELED
 GB2529'ROAD ON THE LEFT, TURN LEFT,
 GB2529'SOUTH, AND GO 0.3 MILE TO A GRAVELED ROAD ON THE
 GB2529'RIGHT, TURN RIGHT,
 GB2529'NORTH, AND GO 0.1 MILE TO THE TOP OF THE BANK OF A HIGHWAY CUT AND
 GB2529'THE STATION.
 GB2529'
 GB2529'THE STATION IS 6 FEET SOUTHWEST OF THE EDGE OF THE BANK AND 4.0 FEET
 GB2529'SOUTHWEST OF A WITNESS
 GB2529'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2529'TENNESSEE HIGHWAY DEPARTMENT
 GB2529'DISKS AND THE DISKS ARE STAMPED VASP
 GB2529'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2529'BELOW THE SURFACE.
 GB2529'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH , CONCRETE
 GB2529'MONUMENT.
 GB2529'
 GB2529'REFERENCE MARK NO. 1 IS 5 FEET SOUTHWEST OF THE EDGE OF THE BANK.  IT
 GB2529'IS A STANDARD TENNESSEE
 GB2529'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2529'FLUSH, CONCRETE, MONUMENT AND THE
 GB2529'DISK IS STAMPED VASP RM-1 1964.
 GB2529'
 GB2529'REFERENCE MARK NO. 2 IS 19 FEET SOUTHWEST OF THE EDGE OF THE BANK.
 GB2529'IT IS A STANDARD
 GB2529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2529'FLUSH, CONCRETE MONUMENT
 GB2529'AND THE DISK IS STAMPED VASP RM-2 1964.
 GB2529'
 GB2529'TRAVERSE STATION CAMAND WILL SERVE AS THE AZIMUTH MARK.
 GB2529'
 GB2529'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2529'
 GB2529'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0718 ***********************************************************************
 GB0718  DESIGNATION -  VASPER
 GB0718  PID         -  GB0718
 GB0718  STATE/COUNTY-  TN/CAMPBELL
 GB0718  USGS QUAD   -  JACKSBORO (1991)
 GB0718
 GB0718                         *CURRENT SURVEY CONTROL
 GB0718  ___________________________________________________________________
 GB0718* NAD 83(1995)-  36 16 10.12491(N)    084 11 49.36882(W)     ADJUSTED  
 GB0718* NAVD 88     -       400.474  (meters)    1313.89   (feet)  ADJUSTED  
 GB0718  ___________________________________________________________________
 GB0718  LAPLACE CORR-          -8.68  (seconds)                    DEFLEC99
 GB0718  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0718  DYNAMIC HT  -         400.118 (meters)    1312.72  (feet)  COMP
 GB0718  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0718
 GB0718  HORZ ORDER  -  SECOND
 GB0718  VERT ORDER  -  SECOND    CLASS 0
 GB0718
 GB0718.The horizontal coordinates were established by classical geodetic methods
 GB0718.and adjusted by the National Geodetic Survey in April 1999..
 GB0718
 GB0718.The orthometric height was determined by differential leveling
 GB0718.and adjusted by the National Geodetic Survey in June 1991..
 GB0718
 GB0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0718
 GB0718.The geoid height was determined by GEOID03.
 GB0718
 GB0718.The dynamic height is computed by dividing the NAVD 88
 GB0718.geopotential number by the normal gravity value computed on the
 GB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0718.degrees latitude (g = 980.6199 gals.).
 GB0718
 GB0718.The modeled gravity was interpolated from observed gravity values.
 GB0718
 GB0718;                    North         East     Units Scale Factor Converg.
 GB0718;SPC TN       -   216,308.335   761,993.189   MT  0.99997720   +1 03 19.9
 GB0718;SPC TN       -   709,671.60  2,499,972.65   sFT  0.99997720   +1 03 19.9
 GB0718;UTM  16      - 4,017,483.506   751,791.636   MT  1.00038122   +1 39 32.6
 GB0718
 GB0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0718!SPC TN       -   0.99994184  x   0.99997720  =   0.99991904
 GB0718!UTM  16      -   0.99994184  x   1.00038122  =   1.00032304
 GB0718
 GB0718|---------------------------------------------------------------------|
 GB0718| PID    Reference Object                     Distance      Geod. Az  |
 GB0718|                                                           dddmmss.s |
 GB0718| GB0716 VASPER RM 1                           8.623 METERS 08311     |
 GB0718| GB0717 VASPER RM 2                          10.296 METERS 32851     |
 GB0718|---------------------------------------------------------------------|
 GB0718
 GB0718                          SUPERSEDED SURVEY CONTROL
 GB0718
 GB0718  NAD 83(1995)-  36 16 10.12735(N)    084 11 49.37290(W) AD(       ) 2
 GB0718  NAD 83(1995)-  36 16 10.12967(N)    084 11 49.37379(W) AD(       ) 2
 GB0718  NAD 83(1986)-  36 16 10.13553(N)    084 11 49.36935(W) AD(       ) 2
 GB0718  NAD 27      -  36 16 09.85760(N)    084 11 49.64680(W) AD(       ) 2
 GB0718  NGVD 29 (??/??/92)  400.585  (m)         1314.25   (f) ADJ UNCH    2 0
 GB0718
 GB0718.Superseded values are not recommended for survey control.
 GB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0718.See file dsdata.txt to determine how the superseded data were derived.
 GB0718
 GB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5179217484(NAD 83)
 GB0718_MARKER: DE = TRAVERSE STATION DISK
 GB0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0718_STAMPING: VASPER 1961
 GB0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0718+STABILITY: SURFACE MOTION
 GB0718
 GB0718  HISTORY     - Date     Condition        Report By
 GB0718  HISTORY     - 1961     MONUMENTED       CGS
 GB0718  HISTORY     - 1961     GOOD             CGS
 GB0718  HISTORY     - 1964     MARK NOT FOUND   TNHD
 GB0718  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0718
 GB0718                          STATION DESCRIPTION
 GB0718
 GB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0718'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LAKE CITY AND ABOUT 0.2
 GB0718'MILE WEST OF U.  S.  HIGHWAY
 GB0718'25W.
 GB0718'
 GB0718'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO NORTH ON
 GB0718'U. S.  HIGHWAY 25W FOR
 GB0718'3.75 MILES TO A RAILROAD UNDERPASS, CONTINUE ON U.
 GB0718'S.  HIGHWAY 25W FOR 0.45 MILE TO A
 GB0718'SIDE ROAD ON THE LEFT, TURN LEFT
 GB0718'UP HILL ON GRADED ROAD AND GO 0.1 MILE TO A TRACK
 GB0718'ROAD ON THE LEFT,
 GB0718'TURN LEFT UP HILL AND GO 0.15 MILE TO AN OLD HOUSE ON THE RIGHT AND
 GB0718'THE STATION.
 GB0718'
 GB0718'THE STATION IS 23 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, AND
 GB0718'14 FEET EAST OF A SMALL
 GB0718'BUILDING.  IT IS A STANDARD TRAVERSE DISK, FLUSH, AND
 GB0718'IS STAMPED VASPER 1961.
 GB0718'
 GB0718'REFERENCE MARK NO. 1 IS 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB0718'A HOUSE.  IT IS A STANDARD
 GB0718'DISK, FLUSH, AND IS STAMPED VASPER NO 1 1961.
 GB0718'
 GB0718'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF A
 GB0718'SMALL BUILDING.  IT
 GB0718'IS A STANDARD DISK, FLUSH, AND IS STAMPED VASPER NO 2
 GB0718'1961.
 GB0718'
 GB0718'TRAVERSE STATION ANCAM WILL SERVE AS THE AZIMUTH MARK.
 GB0718'
 GB0718'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GB0718
 GB0718                          STATION RECOVERY (1961)
 GB0718
 GB0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0718'2.9 MI SE FROM CARYVILLE.
 GB0718'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0718'ON STATE HIGHWAY 63, THEN 2.5 MILES SOUTHEAST ON U.S. HIGHWAY 25W
 GB0718'TO A TRACK ROAD ON THE RIGHT LEADING TO AN OLD SCHOOL HOUSE, FOLLOW
 GB0718'THE TRACK ROAD FOR 0.05 MILE, TURN RIGHT UP HILL AND GO 0.15 MILE
 GB0718'TO AN OLD HOUSE ON RIGHT AND THE STATION.  THE STATION MARK IS
 GB0718'23 FT. NORTH OF THE NORTHEAST CORNER OF THE HOUSE, AND 14 FT.
 GB0718'EAST OF A SMALL BUILDING.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB0718'FLUSH WITH THE GROUND.
 GB0718
 GB0718                          STATION RECOVERY (1964)
 GB0718
 GB0718'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0718'A THOROUGH AND EXTENDED SEARCH WAS MADE FOR THE STATION AND ALL
 GB0718'MARKS.  DUE TO THE CONSTRUCTION OF INTERSTATE HIGHWAY 75, IN THE
 GB0718'AREA OF THE STATION SITE, IT IS PRESUMED THAT THE STATION AND ALL
 GB0718'MARKS HAVE BEEN DESTROYED.  TRAVERSE STATION VASP WAS ESTABLISHED
 GB0718'BY THE GEODETIC SURVEY SECTION, TENNESSEE DEPARTMENT OF HIGHWAYS
 GB0718'NEAR THE OLD VASPER STATION SITE.  SEE DESCRIPTION THEREOF.
 GB0718
 GB0718                          STATION RECOVERY (1973)
 GB0718
 GB0718'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB0718'VASPER AND REF NOT FOUND.
 GB0718'
 GB0718'NOT FOUND BELIEVE DESTROYED BY INTERSTATE CONSTRUCTION.
 GB0718'
 GB0718'DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH OF LAKE
 GB0718'CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0716 ***********************************************************************
 GB0716  DESIGNATION -  VASPER RM 1
 GB0716  PID         -  GB0716
 GB0716  STATE/COUNTY-  TN/CAMPBELL
 GB0716  USGS QUAD   -  JACKSBORO (1991)
 GB0716
 GB0716                         *CURRENT SURVEY CONTROL
 GB0716  ___________________________________________________________________
 GB0716* NAD 83(1986)-  36 16 09.     (N)    084 11 49.     (W)     SCALED    
 GB0716* NAVD 88     -       399.283  (meters)    1309.98   (feet)  ADJUSTED  
 GB0716  ___________________________________________________________________
 GB0716  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0716  DYNAMIC HT  -         398.928 (meters)    1308.82  (feet)  COMP
 GB0716  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0716
 GB0716  VERT ORDER  -  SECOND    CLASS 0
 GB0716
 GB0716.The horizontal coordinates were scaled from a topographic map and have
 GB0716.an estimated accuracy of +/- 6 seconds.
 GB0716
 GB0716.The orthometric height was determined by differential leveling
 GB0716.and adjusted by the National Geodetic Survey in June 1991..
 GB0716
 GB0716.The geoid height was determined by GEOID03.
 GB0716
 GB0716.The dynamic height is computed by dividing the NAVD 88
 GB0716.geopotential number by the normal gravity value computed on the
 GB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0716.degrees latitude (g = 980.6199 gals.).
 GB0716
 GB0716.The modeled gravity was interpolated from observed gravity values.
 GB0716
 GB0716;                    North         East    Units  Estimated Accuracy
 GB0716;SPC TN       -   216,270.      762,000.      MT  (+/- 180 meters Scaled)
 GB0716
 GB0716                          SUPERSEDED SURVEY CONTROL
 GB0716
 GB0716  NGVD 29 (??/??/92)  399.394  (m)         1310.35   (f) ADJ UNCH    2 0
 GB0716
 GB0716.Superseded values are not recommended for survey control.
 GB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0716.See file dsdata.txt to determine how the superseded data were derived.
 GB0716
 GB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF518174(NAD 83)
 GB0716_MARKER: DR = REFERENCE MARK DISK
 GB0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0716_STAMPING: VASPER NO 1 1961
 GB0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0716+STABILITY: SURFACE MOTION
 GB0716
 GB0716  HISTORY     - Date     Condition        Report By
 GB0716  HISTORY     - 1961     MONUMENTED       CGS
 GB0716
 GB0716                          STATION DESCRIPTION
 GB0716
 GB0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0716'2.9 MI SE FROM CARYVILLE.
 GB0716'THIS MARK IS LOCATED AT THE VASPER 1961 STATION SITE, 28.3 FT.
 GB0716'SOUTHEAST OF THE STATION MARK AND 45 FT. NORTHEAST OF THE
 GB0716'NORTHEAST CORNER OF THE HOUSE.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0716'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0717 ***********************************************************************
 GB0717  DESIGNATION -  VASPER RM 2
 GB0717  PID         -  GB0717
 GB0717  STATE/COUNTY-  TN/CAMPBELL
 GB0717  USGS QUAD   -  JACKSBORO (1991)
 GB0717
 GB0717                         *CURRENT SURVEY CONTROL
 GB0717  ___________________________________________________________________
 GB0717* NAD 83(1986)-  36 16 09.     (N)    084 11 49.     (W)     SCALED    
 GB0717* NAVD 88     -       400.104  (meters)    1312.67   (feet)  ADJUSTED  
 GB0717  ___________________________________________________________________
 GB0717  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0717  DYNAMIC HT  -         399.748 (meters)    1311.51  (feet)  COMP
 GB0717  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0717
 GB0717  VERT ORDER  -  SECOND    CLASS 0
 GB0717
 GB0717.The horizontal coordinates were scaled from a topographic map and have
 GB0717.an estimated accuracy of +/- 6 seconds.
 GB0717
 GB0717.The orthometric height was determined by differential leveling
 GB0717.and adjusted by the National Geodetic Survey in June 1991..
 GB0717
 GB0717.The geoid height was determined by GEOID03.
 GB0717
 GB0717.The dynamic height is computed by dividing the NAVD 88
 GB0717.geopotential number by the normal gravity value computed on the
 GB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0717.degrees latitude (g = 980.6199 gals.).
 GB0717
 GB0717.The modeled gravity was interpolated from observed gravity values.
 GB0717
 GB0717;                    North         East    Units  Estimated Accuracy
 GB0717;SPC TN       -   216,270.      762,000.      MT  (+/- 180 meters Scaled)
 GB0717
 GB0717                          SUPERSEDED SURVEY CONTROL
 GB0717
 GB0717  NGVD 29 (??/??/92)  400.214  (m)         1313.04   (f) ADJ UNCH    2 0
 GB0717
 GB0717.Superseded values are not recommended for survey control.
 GB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0717.See file dsdata.txt to determine how the superseded data were derived.
 GB0717
 GB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF518174(NAD 83)
 GB0717_MARKER: DR = REFERENCE MARK DISK
 GB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0717_STAMPING: VASPER NO 2 1961
 GB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0717+STABILITY: SURFACE MOTION
 GB0717
 GB0717  HISTORY     - Date     Condition        Report By
 GB0717  HISTORY     - 1961     MONUMENTED       CGS
 GB0717
 GB0717                          STATION DESCRIPTION
 GB0717
 GB0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0717'2.9 MI SE FROM CARYVILLE.
 GB0717'THIS MARK IS LOCATED AT THE VASPER 1961 STATION SITE, 33.8 FT.
 GB0717'NORTH OF THE STATION MARK AND 1 FT. EAST OF THE NORTHEAST CORNER
 GB0717'OF A SMALL BUILDING.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB0717'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0118 ***********************************************************************
 GC0118  DESIGNATION -  VAUGHN
 GC0118  PID         -  GC0118
 GC0118  STATE/COUNTY-  TN/SUMNER
 GC0118  USGS QUAD   -  WESTMORELAND (1979)
 GC0118
 GC0118                         *CURRENT SURVEY CONTROL
 GC0118  ___________________________________________________________________
 GC0118* NAD 83(1995)-  36 32 43.94268(N)    086 14 24.54353(W)     ADJUSTED  
 GC0118* NAVD 88     -       284.009  (meters)     931.79   (feet)  ADJUSTED  
 GC0118  ___________________________________________________________________
 GC0118  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GC0118  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0118  DYNAMIC HT  -         283.778 (meters)     931.03  (feet)  COMP
 GC0118  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GC0118
 GC0118  HORZ ORDER  -  SECOND
 GC0118  VERT ORDER  -  SECOND    CLASS 0
 GC0118
 GC0118.The horizontal coordinates were established by classical geodetic methods
 GC0118.and adjusted by the National Geodetic Survey in April 1999..
 GC0118
 GC0118.The orthometric height was determined by differential leveling
 GC0118.and adjusted by the National Geodetic Survey in June 1991..
 GC0118
 GC0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0118
 GC0118.The geoid height was determined by GEOID03.
 GC0118
 GC0118.The dynamic height is computed by dividing the NAVD 88
 GC0118.geopotential number by the normal gravity value computed on the
 GC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0118.degrees latitude (g = 980.6199 gals.).
 GC0118
 GC0118.The modeled gravity was interpolated from observed gravity values.
 GC0118
 GC0118;                    North         East     Units Scale Factor Converg.
 GC0118;SPC TN       -   245,475.998   578,496.691   MT  1.00002540   -0 08 26.1
 GC0118;SPC TN       -   805,365.84  1,897,951.23   sFT  1.00002540   -0 08 26.1
 GC0118;UTM  16      - 4,044,728.077   568,009.195   MT  0.99965698   +0 27 08.9
 GC0118
 GC0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0118!SPC TN       -   0.99996006  x   1.00002540  =   0.99998546
 GC0118!UTM  16      -   0.99996006  x   0.99965698  =   0.99961705
 GC0118
 GC0118:                Primary Azimuth Mark                     Grid Az
 GC0118:SPC TN       -  VAUGHN AZ MK                             010 06 06.9
 GC0118:UTM  16      -  VAUGHN AZ MK                             009 30 31.9
 GC0118
 GC0118|---------------------------------------------------------------------|
 GC0118| PID    Reference Object                     Distance      Geod. Az  |
 GC0118|                                                           dddmmss.s |
 GC0118| GC0116 VAUGHN AZ MK                                       0095740.8 |
 GC0118| GC0117 VAUGHN RM 1                          17.135 METERS 04250     |
 GC0118| GC0119 VAUGHN RM 2                           7.940 METERS 11317     |
 GC0118|---------------------------------------------------------------------|
 GC0118
 GC0118                          SUPERSEDED SURVEY CONTROL
 GC0118
 GC0118  NAD 83(1995)-  36 32 43.94300(N)    086 14 24.54410(W) AD(       ) 2
 GC0118  NAD 83(1995)-  36 32 43.95130(N)    086 14 24.54671(W) AD(       ) 2
 GC0118  NAD 83(1986)-  36 32 43.95252(N)    086 14 24.54702(W) AD(       ) 2
 GC0118  NAD 27      -  36 32 43.79380(N)    086 14 24.59030(W) AD(       ) 2
 GC0118  NGVD 29 (??/??/??)  284.14   (m)          932.2    (f) RESET       3  
 GC0118
 GC0118.Superseded values are not recommended for survey control.
 GC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0118.See file dsdata.txt to determine how the superseded data were derived.
 GC0118
 GC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6800944728(NAD 83)
 GC0118_MARKER: DD = SURVEY DISK
 GC0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0118_STAMPING: VAUGHN 1961
 GC0118_MARK LOGO: TNHD  
 GC0118_PROJECTION: FLUSH
 GC0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0118+STABILITY: SURFACE MOTION
 GC0118
 GC0118  HISTORY     - Date     Condition        Report By
 GC0118  HISTORY     - 1961     MONUMENTED       TNHD
 GC0118  HISTORY     - 1961     GOOD             TNHD
 GC0118
 GC0118                          STATION DESCRIPTION
 GC0118
 GC0118'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0118'1.5 MI SE FROM WESTMORELAND.
 GC0118'FROM THE RAILROAD STATION IN WESTMORELAND, GO EAST ON STATE
 GC0118'ROUTE NO. 52 FOR 0.2 MILE TO A PAVED ROAD RIGHT, TURN RIGHT AND
 GC0118'GO SOUTHEASTERLY FOR 0.4 MILE ON PAVED ROAD TO A GRAVELED ROAD,
 GC0118'CONTINUE ON GRAVELED ROAD FOR 0.7 MILE TO A ROAD RIGHT, TURN
 GC0118'RIGHT, SOUTH, AND GO 0.15 MILE TO THE STATION ON THE RIGHT.
 GC0118'THE MARK IS LOCATED 12 FEET SOUTHWEST OF THE CENTERLINE OF A
 GC0118'GRAVELED ROAD, 9 FEET NORTHEAST OF A FENCE, AND 1.7 FEET NORTH
 GC0118'OF A WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0118'CONCRETE POST FLUSH WITH THE GROUND.
 GC0118
 GC0118                          STATION RECOVERY (1961)
 GC0118
 GC0118'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0118'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF WESTMORELAND.
 GC0118'
 GC0118'TO REACH THE STATION FROM THE RAILROAD STATION IN WESTMORELAND, GO
 GC0118'EAST ON STATE ROUTE NO. 52 FOR 0.2 MILE TO A PAVED ROAD RIGHT,
 GC0118'TURN RIGHT, SOUTHEASTERLY, AND GO 0.4 MILE ON PAVED ROAD TO A
 GC0118'GRAVELED ROAD, CONTINUE ON GRAVELED ROAD FOR 0.7 MILE TO A ROAD
 GC0118'RIGHT, TURN RIGHT, SOUTH, AND GO 0.15 MILE TO THE STATION ON THE
 GC0118'RIGHT AS DESCRIBED.
 GC0118'
 GC0118'THE STATION IS 12 FEET SOUTHWEST OF APPROXIMATE CENTER OF A GRAVELED
 GC0118'ROAD, 9 FEET NORTHEAST OF A FENCE, AND 1.7 FEET NORTH OF A
 GC0118'WITNESS POST. THE SURFACE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0118'DEPARTMENT DISK STAMPED VAUGHN 1961. THIS STATION HAS NO
 GC0118'UNDERGROUND MARK. THE SURFACE STATION MARK DISK IS SET IN A 10-INCH
 GC0118'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0118'
 GC0118'REFERENCE MARK NO. 1 IS 13 FEET NORTHEAST OF APPROXIMATE CENTER OF A
 GC0118'GRAVELED ROAD AND 2 FEET WEST OF A FENCE. THE MARK IS A STANDARD
 GC0118'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0118'CONCRETE MONUMENT AND THE DISK IS STAMPED VAUGHN RM-1 1961.
 GC0118'
 GC0118'REFERENCE MARK NO. 2 IS 13 FEET EAST OF APPROXIMATE CENTER OF A
 GC0118'GRAVELED ROAD AND 1 FOOT WEST OF A FENCE. THE MARK IS A STANDARD
 GC0118'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0118'CONCRETE MONUMENT AND THE DISK IS STAMPED VAUGHN RM-2 1961.
 GC0118'
 GC0118'THE AZIMUTH MARK IS 26 FEET WEST OF A FENCE CORNER, 15 FEET NORTH OF
 GC0118'APPROXIMATE CENTER OF A GRAVELED ROAD, 13 FEET EAST OF A POWER
 GC0118'POLE, 1 FOOT SOUTH OF A FENCE, AND 1.3 FEET WEST OF A WITNESS POST.
 GC0118'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC0118'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0118'VAUGHN AZI 1961.
 GC0118'
 GC0118'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 GC0118'ROAD 0.2 MILE TO THE MARK AS DESCRIBED.
 GC0118'
 GC0118'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0116 ***********************************************************************
 GC0116  DESIGNATION -  VAUGHN AZ MK
 GC0116  PID         -  GC0116
 GC0116  STATE/COUNTY-  TN/SUMNER
 GC0116  USGS QUAD   -  WESTMORELAND (1979)
 GC0116
 GC0116                         *CURRENT SURVEY CONTROL
 GC0116  ___________________________________________________________________
 GC0116* NAD 83(1986)-  36 32 52.     (N)    086 14 23.     (W)     SCALED    
 GC0116* NAVD 88     -       295.393  (meters)     969.14   (feet)  ADJUSTED  
 GC0116  ___________________________________________________________________
 GC0116  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0116  DYNAMIC HT  -         295.153 (meters)     968.35  (feet)  COMP
 GC0116  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GC0116
 GC0116  VERT ORDER  -  SECOND    CLASS 0
 GC0116
 GC0116.The horizontal coordinates were scaled from a topographic map and have
 GC0116.an estimated accuracy of +/- 6 seconds.
 GC0116
 GC0116.The orthometric height was determined by differential leveling
 GC0116.and adjusted by the National Geodetic Survey in June 1991..
 GC0116
 GC0116.The geoid height was determined by GEOID03.
 GC0116
 GC0116.The dynamic height is computed by dividing the NAVD 88
 GC0116.geopotential number by the normal gravity value computed on the
 GC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0116.degrees latitude (g = 980.6199 gals.).
 GC0116
 GC0116.The modeled gravity was interpolated from observed gravity values.
 GC0116
 GC0116;                    North         East    Units  Estimated Accuracy
 GC0116;SPC TN       -   245,720.      578,540.      MT  (+/- 180 meters Scaled)
 GC0116
 GC0116                          SUPERSEDED SURVEY CONTROL
 GC0116
 GC0116  NGVD 29 (??/??/??)  295.53   (m)          969.6    (f) RESET       3  
 GC0116
 GC0116.Superseded values are not recommended for survey control.
 GC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0116.See file dsdata.txt to determine how the superseded data were derived.
 GC0116
 GC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF680449(NAD 83)
 GC0116_MARKER: DZ = AZIMUTH MARK DISK
 GC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0116_STAMPING: VAUGHN AZI 1961
 GC0116_MARK LOGO: TNHD  
 GC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0116+STABILITY: SURFACE MOTION
 GC0116
 GC0116  HISTORY     - Date     Condition        Report By
 GC0116  HISTORY     - 1961     MONUMENTED       TNHD
 GC0116
 GC0116                          STATION DESCRIPTION
 GC0116
 GC0116'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0116'1 MI SE FROM WESTMORELAND.
 GC0116'FROM THE RAILROAD STATION IN WESTMORELAND, GO EAST ON STATE
 GC0116'ROUTE 52 FOR 0.2 MILE TO A PAVED ROAD RIGHT, TURN RIGHT AND GO
 GC0116'SOUTHEASTERLY FOR 0.4 MILE ON PAVED ROAD TO A GRAVELED ROAD,
 GC0116'CONTINUE ON GRAVELED ROAD FOR 0.7 MILE TO THE MARK ON THE LEFT AT
 GC0116'AN INTERSECTION.  THE MARK IS 26 FEET WEST OF A FENCE CORNER,
 GC0116'15 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 13 FEET
 GC0116'EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, AND 1.3 FEET
 GC0116'WEST OF A WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH
 GC0116'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0117 ***********************************************************************
 GC0117  DESIGNATION -  VAUGHN RM 1
 GC0117  PID         -  GC0117
 GC0117  STATE/COUNTY-  TN/SUMNER
 GC0117  USGS QUAD   -  WESTMORELAND (1979)
 GC0117
 GC0117                         *CURRENT SURVEY CONTROL
 GC0117  ___________________________________________________________________
 GC0117* NAD 83(1986)-  36 32 44.     (N)    086 14 24.     (W)     SCALED    
 GC0117* NAVD 88     -       284.224  (meters)     932.49   (feet)  ADJUSTED  
 GC0117  ___________________________________________________________________
 GC0117  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0117  DYNAMIC HT  -         283.993 (meters)     931.73  (feet)  COMP
 GC0117  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GC0117
 GC0117  VERT ORDER  -  SECOND    CLASS 0
 GC0117
 GC0117.The horizontal coordinates were scaled from a topographic map and have
 GC0117.an estimated accuracy of +/- 6 seconds.
 GC0117
 GC0117.The orthometric height was determined by differential leveling
 GC0117.and adjusted by the National Geodetic Survey in June 1991..
 GC0117
 GC0117.The geoid height was determined by GEOID03.
 GC0117
 GC0117.The dynamic height is computed by dividing the NAVD 88
 GC0117.geopotential number by the normal gravity value computed on the
 GC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0117.degrees latitude (g = 980.6199 gals.).
 GC0117
 GC0117.The modeled gravity was interpolated from observed gravity values.
 GC0117
 GC0117;                    North         East    Units  Estimated Accuracy
 GC0117;SPC TN       -   245,480.      578,510.      MT  (+/- 180 meters Scaled)
 GC0117
 GC0117                          SUPERSEDED SURVEY CONTROL
 GC0117
 GC0117  NGVD 29 (??/??/92)  284.315  (m)          932.79   (f) ADJ UNCH    2 0
 GC0117
 GC0117.Superseded values are not recommended for survey control.
 GC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0117.See file dsdata.txt to determine how the superseded data were derived.
 GC0117
 GC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF680447(NAD 83)
 GC0117_MARKER: DR = REFERENCE MARK DISK
 GC0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0117_STAMPING: VAUGHN RM-1 1961
 GC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0117+STABILITY: SURFACE MOTION
 GC0117
 GC0117  HISTORY     - Date     Condition        Report By
 GC0117  HISTORY     - 1961     MONUMENTED       TNHD
 GC0117
 GC0117                          STATION DESCRIPTION
 GC0117
 GC0117'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0117'1.5 MI SE FROM WESTMORELAND.
 GC0117'THIS MARK IS LOCATED AT THE VAUGHN 1961 STATION SITE, 13 FEET
 GC0117'NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET WEST OF
 GC0117'A FENCE, AND 56.2 FEET NORTHEAST OF THE STATION.  THE MARK
 GC0117'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0117'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0119 ***********************************************************************
 GC0119  DESIGNATION -  VAUGHN RM 2
 GC0119  PID         -  GC0119
 GC0119  STATE/COUNTY-  TN/SUMNER
 GC0119  USGS QUAD   -  WESTMORELAND (1979)
 GC0119
 GC0119                         *CURRENT SURVEY CONTROL
 GC0119  ___________________________________________________________________
 GC0119* NAD 83(1986)-  36 32 44.     (N)    086 14 24.     (W)     SCALED    
 GC0119* NAVD 88     -       284.298  (meters)     932.73   (feet)  ADJUSTED  
 GC0119  ___________________________________________________________________
 GC0119  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0119  DYNAMIC HT  -         284.066 (meters)     931.97  (feet)  COMP
 GC0119  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 GC0119
 GC0119  VERT ORDER  -  SECOND    CLASS 0
 GC0119
 GC0119.The horizontal coordinates were scaled from a topographic map and have
 GC0119.an estimated accuracy of +/- 6 seconds.
 GC0119
 GC0119.The orthometric height was determined by differential leveling
 GC0119.and adjusted by the National Geodetic Survey in June 1991..
 GC0119
 GC0119.The geoid height was determined by GEOID03.
 GC0119
 GC0119.The dynamic height is computed by dividing the NAVD 88
 GC0119.geopotential number by the normal gravity value computed on the
 GC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0119.degrees latitude (g = 980.6199 gals.).
 GC0119
 GC0119.The modeled gravity was interpolated from observed gravity values.
 GC0119
 GC0119;                    North         East    Units  Estimated Accuracy
 GC0119;SPC TN       -   245,480.      578,510.      MT  (+/- 180 meters Scaled)
 GC0119
 GC0119                          SUPERSEDED SURVEY CONTROL
 GC0119
 GC0119  NGVD 29 (??/??/92)  284.389  (m)          933.03   (f) ADJ UNCH    2 0
 GC0119
 GC0119.Superseded values are not recommended for survey control.
 GC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0119.See file dsdata.txt to determine how the superseded data were derived.
 GC0119
 GC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF680447(NAD 83)
 GC0119_MARKER: DR = REFERENCE MARK DISK
 GC0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0119_STAMPING: VAUGHN RM-2 1961
 GC0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0119+STABILITY: SURFACE MOTION
 GC0119
 GC0119  HISTORY     - Date     Condition        Report By
 GC0119  HISTORY     - 1961     MONUMENTED       TNHD
 GC0119
 GC0119                          STATION DESCRIPTION
 GC0119
 GC0119'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0119'1.5 MI SE FROM WESTMORELAND.
 GC0119'THIS MARK IS LOCATED AT THE VAUGHN 1961 STATION SITE, 13 FEET
 GC0119'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT WEST OF A FENCE,
 GC0119'AND 26 FEET EAST OF THE STATION.  THE MARK IS SET IN TOP OF A
 GC0119'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0678 ***********************************************************************
 GB0678  DESIGNATION -  VENTIS
 GB0678  PID         -  GB0678
 GB0678  STATE/COUNTY-  TN/KNOX
 GB0678  USGS QUAD   -  POWELL (1976)
 GB0678
 GB0678                         *CURRENT SURVEY CONTROL
 GB0678  ___________________________________________________________________
 GB0678* NAD 83(1995)-  36 04 20.96595(N)    084 01 18.33448(W)     ADJUSTED  
 GB0678* NAVD 88     -       409.128  (meters)    1342.28   (feet)  ADJUSTED  
 GB0678  ___________________________________________________________________
 GB0678  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GB0678  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0678  DYNAMIC HT  -         408.750 (meters)    1341.04  (feet)  COMP
 GB0678  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 GB0678
 GB0678  HORZ ORDER  -  SECOND
 GB0678  VERT ORDER  -  SECOND    CLASS 0
 GB0678
 GB0678.The horizontal coordinates were established by classical geodetic methods
 GB0678.and adjusted by the National Geodetic Survey in April 1999..
 GB0678
 GB0678.The orthometric height was determined by differential leveling
 GB0678.and adjusted by the National Geodetic Survey in June 1991..
 GB0678
 GB0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0678
 GB0678.The geoid height was determined by GEOID03.
 GB0678
 GB0678.The dynamic height is computed by dividing the NAVD 88
 GB0678.geopotential number by the normal gravity value computed on the
 GB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0678.degrees latitude (g = 980.6199 gals.).
 GB0678
 GB0678.The modeled gravity was interpolated from observed gravity values.
 GB0678
 GB0678;                    North         East     Units Scale Factor Converg.
 GB0678;SPC TN       -   194,759.499   778,182.280   MT  0.99995703   +1 09 29.3
 GB0678;SPC TN       -   638,973.46  2,553,086.36   sFT  0.99995703   +1 09 29.3
 GB0678;UTM  16      - 3,996,095.423   768,213.202   MT  1.00048650   +1 45 16.8
 GB0678;UTM  17      - 3,996,216.399   227,866.452   MT  1.00051260   -1 46 49.2
 GB0678
 GB0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0678!SPC TN       -   0.99994061  x   0.99995703  =   0.99989764
 GB0678!UTM  16      -   0.99994061  x   1.00048650  =   1.00042708
 GB0678!UTM  17      -   0.99994061  x   1.00051260  =   1.00045318
 GB0678
 GB0678|---------------------------------------------------------------------|
 GB0678| PID    Reference Object                     Distance      Geod. Az  |
 GB0678|                                                           dddmmss.s |
 GB0678| GB0677 VENTIS RM 1                           7.586 METERS 15437     |
 GB0678| GB0672 ERWIN                               APPROX. 4.9 KM 1563239.2 |
 GB0678| DC2667 VENTIS AZ MK                                       1782114.1 |
 GB0678| GB2547 VENTIS RM 2                           2.642 METERS 25139     |
 GB0678|---------------------------------------------------------------------|
 GB0678
 GB0678                          SUPERSEDED SURVEY CONTROL
 GB0678
 GB0678  NAD 83(1995)-  36 04 20.97214(N)    084 01 18.33448(W) AD(       ) 2
 GB0678  NAD 83(1995)-  36 04 20.97228(N)    084 01 18.33442(W) AD(       ) 2
 GB0678  NAD 83(1986)-  36 04 20.97880(N)    084 01 18.33204(W) AD(       ) 2
 GB0678  NAD 27      -  36 04 20.68910(N)    084 01 18.64950(W) AD(       ) 2
 GB0678  NGVD 29 (??/??/92)  409.242  (m)         1342.65   (f) ADJ UNCH    2 0
 GB0678
 GB0678.Superseded values are not recommended for survey control.
 GB0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0678.See file dsdata.txt to determine how the superseded data were derived.
 GB0678
 GB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6821396095(NAD 83)
 GB0678_MARKER: DE = TRAVERSE STATION DISK
 GB0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0678_STAMPING: VENTIS 1961
 GB0678_MARK LOGO: CGS   
 GB0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0678+STABILITY: SURFACE MOTION
 GB0678
 GB0678  HISTORY     - Date     Condition        Report By
 GB0678  HISTORY     - 1961     MONUMENTED       CGS
 GB0678  HISTORY     - 1961     GOOD             CGS
 GB0678  HISTORY     - 1973     GOOD             NGS
 GB0678
 GB0678                          STATION DESCRIPTION
 GB0678
 GB0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0678'THE STATION IS LOCATED ON A RIDGE ABOUT 7 MILES NORTHWEST OF
 GB0678'KNOXVILLE, ABOUT 3 MILES
 GB0678'EAST OF CLINTON AND ON MR.  RUBEN VENTIS PROPERTY.  THE RIDGE
 GB0678'IS LOCALLY KNOWN AS
 GB0678'COPPER RIDGE.
 GB0678'
 GB0678'TO REACH THE STATION FROM THE POST OFFICE IN POWELL, GO EAST ON EMORY
 GB0678'ROAD FOR 1.35 MILES TO
 GB0678'HEISKELL ROAD, TURN LEFT ON HEISKELL ROAD AND GO 1.4
 GB0678'MILES TO COPELAND DRIVE, TURN
 GB0678'RIGHT ON COPELAND DRIVE AND GO 1.2
 GB0678'MILES TO LOVEDAY GROCERY STORE IN THE NORTHEAST
 GB0678'CORNER, TURN LEFT ON
 GB0678'THE GRAVELED ROAD AND GO 0.15 MILE TO A CROSS ROAD, TURN LEFT AND
 GB0678'GO 0.75 MILE TO A
 GB0678'SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO
 GB0678'THE EDGE OF THE WOODS, TURN LEFT
 GB0678'ALONG THE EDGE OF WOODS AND GO 0.05
 GB0678'MILE TO THE STATION.
 GB0678'
 GB0678'THE STATION IS 44 FEET WEST OF THE EDGE OF A FIELD, 12 FEET NORTHEAST
 GB0678'OF A 6-INCH PINE TREE
 GB0678'AND 3.0 FEET NORTH OF A WITNESS POST.  IT IS A
 GB0678'STANDARD TRAVERSE DISK, SET FLUSH,
 GB0678'AND IS STAMPED VENTIS 1961.
 GB0678'
 GB0678'REFERENCE MARK NO. 1 IS 10 FEET WEST OF AN 18-INCH OAK TREE.  IT IS A
 GB0678'STANDARD DISK SET IN A
 GB0678'DRILL HOLE IN A BOULDER, FLUSH, AND IS STAMPED VENTIS
 GB0678'NO 1 1961.
 GB0678'
 GB0678'REFERENCE MARK NO. 2 IS 10 FEET EAST OF A 30-INCH OAK TREE.  IT IS A
 GB0678'CORPS OF ENGINEERS-US ARMY
 GB0678'SURVEY MARK SET IN A 6-INCH SQUARE CONCRETE POST,
 GB0678'PROJECTING 8-INCHES AND HAS NO STAMPING.
 GB0678'
 GB0678'THE AZIMUTH MARK IS 63 FEET SOUTH OF A PINE GROVE, 3 FEET NORTH OF A
 GB0678'14-INCH PINE TREE AND 1.9
 GB0678'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 GB0678'DISK, SET FLUSH AND IS STAMPED VENTIS 1961.
 GB0678'
 GB0678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG EDGE OF A
 GB0678'FIELD FOR 0.1 MILE TO THE AZIMUTH MARK.
 GB0678'
 GB0678'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GB0678
 GB0678                          STATION RECOVERY (1961)
 GB0678
 GB0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0678'7.2 MI NW FROM INSKIP.
 GB0678'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0678'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0678'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 1.75 MILE NORTHWEST ON
 GB0678'CONNER ROAD TO THE CREST OF A HILL AND A CROSSROADS, THEN GO
 GB0678'WESTERLY ON A GRAVELED ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE
 GB0678'LEFT, TURN LEFT AND GO 0.05 MILE TO THE EDGE OF THE WOODS, TURN
 GB0678'LEFT ALONG THE EDGE OF THE WOODS FOR 0.05 MILE TO THE STATION.
 GB0678'THE STATION MARK IS 44 FT. WEST OF THE EDGE OF A FIELD, 12 FT.
 GB0678'NORTHEAST OF A 6-INCH PINE TREE, AND 3.0 FT. NORTH OF A WITNESS
 GB0678'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GB0678'GROUND.
 GB0678
 GB0678                          STATION RECOVERY (1973)
 GB0678
 GB0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (REW)
 GB0678'VENTIS RM NO. 1, RM NO 2 AND AZ MK RECOVERED IN GOOD CONDITION.
 GB0678'
 GB0678'DESCRIPTION GOOD.
 GB0678'
 GB0678'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.2 MILES N. W. OF
 GB0678'INSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0677 ***********************************************************************
 GB0677  DESIGNATION -  VENTIS RM 1
 GB0677  PID         -  GB0677
 GB0677  STATE/COUNTY-  TN/KNOX
 GB0677  USGS QUAD   -  POWELL (1976)
 GB0677
 GB0677                         *CURRENT SURVEY CONTROL
 GB0677  ___________________________________________________________________
 GB0677* NAD 83(1986)-  36 04 20.     (N)    084 01 18.     (W)     SCALED    
 GB0677* NAVD 88     -       408.805  (meters)    1341.22   (feet)  ADJUSTED  
 GB0677  ___________________________________________________________________
 GB0677  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0677  DYNAMIC HT  -         408.426 (meters)    1339.98  (feet)  COMP
 GB0677  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 GB0677
 GB0677  VERT ORDER  -  SECOND    CLASS 0
 GB0677
 GB0677.The horizontal coordinates were scaled from a topographic map and have
 GB0677.an estimated accuracy of +/- 6 seconds.
 GB0677
 GB0677.The orthometric height was determined by differential leveling
 GB0677.and adjusted by the National Geodetic Survey in June 1991..
 GB0677
 GB0677.The geoid height was determined by GEOID03.
 GB0677
 GB0677.The dynamic height is computed by dividing the NAVD 88
 GB0677.geopotential number by the normal gravity value computed on the
 GB0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0677.degrees latitude (g = 980.6199 gals.).
 GB0677
 GB0677.The modeled gravity was interpolated from observed gravity values.
 GB0677
 GB0677;                    North         East    Units  Estimated Accuracy
 GB0677;SPC TN       -   194,730.      778,190.      MT  (+/- 180 meters Scaled)
 GB0677
 GB0677                          SUPERSEDED SURVEY CONTROL
 GB0677
 GB0677  NGVD 29 (??/??/92)  408.919  (m)         1341.60   (f) ADJ UNCH    2 0
 GB0677
 GB0677.Superseded values are not recommended for survey control.
 GB0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0677.See file dsdata.txt to determine how the superseded data were derived.
 GB0677
 GB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE682960(NAD 83)
 GB0677_MARKER: DR = REFERENCE MARK DISK
 GB0677_SETTING: 80 = SET IN A BOULDER
 GB0677_SP_SET: BOULDER
 GB0677_STAMPING: VENTIS NO 1 1961
 GB0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0677+STABILITY: SURFACE MOTION
 GB0677
 GB0677  HISTORY     - Date     Condition        Report By
 GB0677  HISTORY     - 1961     MONUMENTED       CGS
 GB0677
 GB0677                          STATION DESCRIPTION
 GB0677
 GB0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0677'7.2 MI NW FROM INSKIP.
 GB0677'THIS MARK IS LOCATED AT THE VENTIS 1961 STATION SITE, 24.9 FT.
 GB0677'SOUTHEAST OF THE STATION MARK, AND 10 FT. WEST OF AN 18-INCH
 GB0677'OAK TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF A
 GB0677'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0679 ***********************************************************************
 GB0679  DESIGNATION -  VENTIS RM 2
 GB0679  PID         -  GB0679
 GB0679  STATE/COUNTY-  TN/KNOX
 GB0679  USGS QUAD   -  POWELL (1976)
 GB0679
 GB0679                         *CURRENT SURVEY CONTROL
 GB0679  ___________________________________________________________________
 GB0679* NAD 83(1986)-  36 04 20.     (N)    084 01 18.     (W)     SCALED    
 GB0679* NAVD 88     -       409.405  (meters)    1343.19   (feet)  ADJUSTED  
 GB0679  ___________________________________________________________________
 GB0679  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0679  DYNAMIC HT  -         409.026 (meters)    1341.95  (feet)  COMP
 GB0679  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 GB0679
 GB0679  VERT ORDER  -  SECOND    CLASS 0
 GB0679
 GB0679.The horizontal coordinates were scaled from a topographic map and have
 GB0679.an estimated accuracy of +/- 6 seconds.
 GB0679
 GB0679.The orthometric height was determined by differential leveling
 GB0679.and adjusted by the National Geodetic Survey in June 1991..
 GB0679
 GB0679.The geoid height was determined by GEOID03.
 GB0679
 GB0679.The dynamic height is computed by dividing the NAVD 88
 GB0679.geopotential number by the normal gravity value computed on the
 GB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0679.degrees latitude (g = 980.6199 gals.).
 GB0679
 GB0679.The modeled gravity was interpolated from observed gravity values.
 GB0679
 GB0679;                    North         East    Units  Estimated Accuracy
 GB0679;SPC TN       -   194,730.      778,190.      MT  (+/- 180 meters Scaled)
 GB0679
 GB0679                          SUPERSEDED SURVEY CONTROL
 GB0679
 GB0679  NGVD 29 (??/??/92)  409.519  (m)         1343.56   (f) ADJ UNCH    2 0
 GB0679
 GB0679.Superseded values are not recommended for survey control.
 GB0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0679.See file dsdata.txt to determine how the superseded data were derived.
 GB0679
 GB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE682960(NAD 83)
 GB0679_MARKER: DR = REFERENCE MARK DISK
 GB0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0679_STAMPING: VENTIS RM 2
 GB0679_MARK LOGO: USE   
 GB0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0679+STABILITY: SURFACE MOTION
 GB0679
 GB0679  HISTORY     - Date     Condition        Report By
 GB0679  HISTORY     - UNK      MONUMENTED       USE
 GB0679  HISTORY     - 1961     GOOD             CGS
 GB0679
 GB0679                          STATION DESCRIPTION
 GB0679
 GB0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0679'7.2 MI NW FROM INSKIP.
 GB0679'THIS MARK IS LOCATED AT THE VENTIS 1961 STATION SITE, 8.7 FT.
 GB0679'SOUTHWEST OF THE STATION MARK, AND 10 FT. EAST OF A 30-INCH OAK
 GB0679'TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 8
 GB0679'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2547 ***********************************************************************
 GB2547  DESIGNATION -  VENTIS RM 2
 GB2547  PID         -  GB2547
 GB2547  STATE/COUNTY-  TN/KNOX
 GB2547  USGS QUAD   -  POWELL (1976)
 GB2547
 GB2547                         *CURRENT SURVEY CONTROL
 GB2547  ___________________________________________________________________
 GB2547* NAD 83(1995)-  36 04 20.93897(N)    084 01 18.43470(W)     ADJUSTED  
 GB2547* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 GB2547  ___________________________________________________________________
 GB2547  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 GB2547  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB2547
 GB2547  HORZ ORDER  -  SECOND
 GB2547
 GB2547.The horizontal coordinates were established by classical geodetic methods
 GB2547.and adjusted by the National Geodetic Survey in April 1999..
 GB2547
 GB2547.The orthometric height was scaled from a topographic map.
 GB2547
 GB2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2547
 GB2547.The geoid height was determined by GEOID03.
 GB2547
 GB2547;                    North         East     Units Scale Factor Converg.
 GB2547;SPC TN       -   194,758.617   778,179.790   MT  0.99995703   +1 09 29.2
 GB2547;SPC TN       -   638,970.56  2,553,078.19   sFT  0.99995703   +1 09 29.2
 GB2547;UTM  16      - 3,996,094.515   768,210.720   MT  1.00048648   +1 45 16.7
 GB2547;UTM  17      - 3,996,215.645   227,863.918   MT  1.00051262   -1 46 49.2
 GB2547
 GB2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2547!SPC TN       -   0.99994065  x   0.99995703  =   0.99989768
 GB2547!UTM  16      -   0.99994065  x   1.00048648  =   1.00042710
 GB2547!UTM  17      -   0.99994065  x   1.00051262  =   1.00045324
 GB2547
 GB2547                          SUPERSEDED SURVEY CONTROL
 GB2547
 GB2547  NAD 83(1995)-  36 04 20.94516(N)    084 01 18.43469(W) AD(       ) 2
 GB2547  NAD 83(1995)-  36 04 20.94530(N)    084 01 18.43463(W) AD(       ) 2
 GB2547  NAD 83(1986)-  36 04 20.95182(N)    084 01 18.43226(W) AD(       ) 2
 GB2547  NAD 27      -  36 04 20.66210(N)    084 01 18.74970(W) AD(       ) 2
 GB2547
 GB2547.Superseded values are not recommended for survey control.
 GB2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2547.See file dsdata.txt to determine how the superseded data were derived.
 GB2547
 GB2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6821196095(NAD 83)
 GB2547_MARKER: DD = SURVEY DISK
 GB2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2547_STAMPING: VENTIS RM 2
 GB2547_MARK LOGO: USE   
 GB2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2547+STABILITY: SURFACE MOTION
 GB2547
 GB2547  HISTORY     - Date     Condition        Report By
 GB2547  HISTORY     - UNK      MONUMENTED       USE
 GB2547  HISTORY     - 1973     GOOD             NGS
 GB2547
 GB2547                          STATION DESCRIPTION
 GB2547
 GB2547'DESCRIBED BY US ENGINEERS UNK (ELH)
 GB2547'THE STATION IS LOCATED ON A RIDGE ABOUT 7 MILES NORTHWEST OF
 GB2547'KNOXVILLE, ABOUT 3
 GB2547'MILES EAST OF CLINTON AND ON THE PROPERTY OF RUBEN VENTIS.
 GB2547'IT IS A 6X6-INCH PRECAST
 GB2547'MARKER THAT PROJECTS 8 INCHES.  THE DISK IS
 GB2547'NOT STAMPED, BUT CAST ON THE DISK IS THE
 GB2547'FOLLOWING, CORPS OF
 GB2547'ENGINEERS US ARMY SURVEY MARK.
 GB2547'
 GB2547'TO REACH THE STATION FROM THE POST OFFICE IN POWELL, GO EAST ON EMORY
 GB2547'ROAD FOR 1.35 MILES TO
 GB2547'HEISKELL ROAD, TURN LEFT ON HEISKELL ROAD AND GO
 GB2547'1.4 MILES TO COPELAND DRIVE, TURN
 GB2547'RIGHT ON COPELAND DRIVE AND GO 1.2
 GB2547'MILES TO LOVEDAY GROCERY STORE IN THE NORTHEAST
 GB2547'CORNER OF THE
 GB2547'CROSSROAD INTERSECTION.  TURN LEFT ON A GRAVELED ROAD AND GO 0.15
 GB2547'MILE TO A
 GB2547'CROSSROAD, TURN LEFT AND GO 0.75 MILE TO A SIDE ROAD LEFT,
 GB2547'TURN LEFT AND GO 0.05 MILE
 GB2547'TO THE EDGE OF THE WOODS, HERE TURN LEFT
 GB2547'ALONG THE EASTERN EDGE OF THE WOODS FOR 0.05
 GB2547'MILE TO THE STATION ON THE RIGHT.
 GB2547'
 GB2547'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION VENTIS.  IT IS
 GB2547'8.67 FEET (2.642 METERS)
 GB2547'WEST SOUTHWEST OF TRAVERSE STATION VENTIS.
 GB2547
 GB2547                          STATION RECOVERY (1973)
 GB2547
 GB2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (REW)
 GB2547'RECOVERED IN GOOD CONDITION.
 GB2547'
 GB2547'VENTIS R. M. NO. 2 FOUND STAMPED ON THE POINT.
 GB2547'
 GB2547'DESCRIPTION OK.
 GB2547'
 GB2547'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.2 MILES N. W. OF
 GB2547'INSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1982 ***********************************************************************
 FF1982  DESIGNATION -  VET
 FF1982  PID         -  FF1982
 FF1982  STATE/COUNTY-  TN/SHELBY
 FF1982  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1982
 FF1982                         *CURRENT SURVEY CONTROL
 FF1982  ___________________________________________________________________
 FF1982* NAD 83(1995)-  35 07 50.40605(N)    090 01 42.19593(W)     ADJUSTED  
 FF1982* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 FF1982  ___________________________________________________________________
 FF1982  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FF1982  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1982
 FF1982  HORZ ORDER  -  THIRD
 FF1982
 FF1982.The horizontal coordinates were established by classical geodetic methods
 FF1982.and adjusted by the National Geodetic Survey in April 1999..
 FF1982
 FF1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1982
 FF1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1982
 FF1982.The geoid height was determined by GEOID03.
 FF1982
 FF1982;                    North         East     Units Scale Factor Converg.
 FF1982;SPC TN       -    96,020.758   232,936.568   MT  1.00002320   -2 21 30.2
 FF1982;SPC TN       -   315,028.10    764,226.06   sFT  1.00002320   -2 21 30.2
 FF1982;SPC AR N     -    90,256.649   579,680.357   MT  0.99996707   +1 08 50.2
 FF1982;SPC AR N     -   296,117.02  1,901,834.64   sFT  0.99996707   +1 08 50.2
 FF1982;UTM  15      - 3,891,576.611   770,774.088   MT  1.00050370   +1 42 39.7
 FF1982;UTM  16      - 3,891,732.679   224,050.889   MT  1.00053858   -1 44 37.6
 FF1982
 FF1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1982!SPC TN       -   0.99998557  x   1.00002320  =   1.00000877
 FF1982!SPC AR N     -   0.99998557  x   0.99996707  =   0.99995264
 FF1982!UTM  15      -   0.99998557  x   1.00050370  =   1.00048926
 FF1982!UTM  16      -   0.99998557  x   1.00053858  =   1.00052414
 FF1982
 FF1982:                Primary Azimuth Mark                     Grid Az
 FF1982:SPC TN       -  BELL                                     090 38 29.3
 FF1982:SPC AR N     -  BELL                                     087 08 08.9
 FF1982:UTM  15      -  BELL                                     086 34 19.4
 FF1982:UTM  16      -  BELL                                     090 01 36.7
 FF1982
 FF1982|---------------------------------------------------------------------|
 FF1982| PID    Reference Object                     Distance      Geod. Az  |
 FF1982|                                                           dddmmss.s |
 FF1982| FF1993 BELL                                APPROX. 0.6 KM 0881659.1 |
 FF1982|---------------------------------------------------------------------|
 FF1982
 FF1982                          SUPERSEDED SURVEY CONTROL
 FF1982
 FF1982  NAD 83(1995)-  35 07 50.40837(N)    090 01 42.19541(W) AD(       ) 3
 FF1982  NAD 83(1995)-  35 07 50.41189(N)    090 01 42.19538(W) AD(       ) 3
 FF1982  NAD 83(1986)-  35 07 50.41638(N)    090 01 42.19699(W) AD(       ) 3
 FF1982  NAD 27      -  35 07 50.09110(N)    090 01 41.86750(W) AD(       ) 3
 FF1982  NGVD 29 (07/19/86)  119.2    (m)          391.     (f) VERT ANG       
 FF1982
 FF1982.Superseded values are not recommended for survey control.
 FF1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1982.See file dsdata.txt to determine how the superseded data were derived.
 FF1982
 FF1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7077491577(NAD 83)
 FF1982_MARKER: DS = TRIANGULATION STATION DISK
 FF1982_SETTING: 0 = UNSPECIFIED SETTING
 FF1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1982
 FF1982  HISTORY     - Date     Condition        Report By
 FF1982  HISTORY     - 1959     MONUMENTED       CGS
 FF1982
 FF1982                          STATION DESCRIPTION
 FF1982
 FF1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1982'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE
 FF1982'DOWNTOWN CENTER OF MEMPHIS ON THE HIGHEST PART OF THE OLD
 FF1982'VETERANS HOSPITAL WHICH IS NOW VACANT.  THE MARK IS A STANDARD
 FF1982'STATION MARK DISK CEMENTED IN A DRILL HOLE IN THE ROOF.
 FF1982'THE MARK IS SET IN THE CENTER OF THE ROOF, SET FLUSH WITH
 FF1982'THE ROOF AND IS STAMPED VET 1959.
 FF1982'
 FF1982'THE ENTRANCE TO THE HOSPITAL IS ON CRUMP BLVD. BETWEEN CAMILLA
 FF1982'ST. AND DUDLEY ST. AT A GUARD HOUSE WITH A IRON GATE.  MR.
 FF1982'BALDWIN, CARETAKER AT THE OLD HOSPITAL WILL DIRECT PARTY
 FF1982'TO THE ROOF AND THE STATION AS DESCRIBED.
 FF1982'
 FF1982'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED.
 FF1982'
 FF1982'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1534 ***********************************************************************
 GC1534  DESIGNATION -  VIEW
 GC1534  PID         -  GC1534
 GC1534  STATE/COUNTY-  TN/CHEATHAM
 GC1534  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1534
 GC1534                         *CURRENT SURVEY CONTROL
 GC1534  ___________________________________________________________________
 GC1534* NAD 83(1995)-  36 23 56.34638(N)    087 01 46.21371(W)     ADJUSTED  
 GC1534* NAVD 88     -       218.751  (meters)     717.69   (feet)  ADJUSTED  
 GC1534  ___________________________________________________________________
 GC1534  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GC1534  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1534  DYNAMIC HT  -         218.567 (meters)     717.08  (feet)  COMP
 GC1534  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GC1534
 GC1534  HORZ ORDER  -  SECOND
 GC1534  VERT ORDER  -  SECOND    CLASS 0
 GC1534
 GC1534.The horizontal coordinates were established by classical geodetic methods
 GC1534.and adjusted by the National Geodetic Survey in April 1999..
 GC1534
 GC1534.The orthometric height was determined by differential leveling
 GC1534.and adjusted by the National Geodetic Survey in June 1991..
 GC1534
 GC1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1534
 GC1534.The geoid height was determined by GEOID03.
 GC1534
 GC1534.The dynamic height is computed by dividing the NAVD 88
 GC1534.geopotential number by the normal gravity value computed on the
 GC1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1534.degrees latitude (g = 980.6199 gals.).
 GC1534
 GC1534.The modeled gravity was interpolated from observed gravity values.
 GC1534
 GC1534;                    North         East     Units Scale Factor Converg.
 GC1534;SPC TN       -   229,672.358   507,647.947   MT  0.99999691   -0 36 09.8
 GC1534;SPC TN       -   753,516.73  1,665,508.31   sFT  0.99999691   -0 36 09.8
 GC1534;UTM  16      - 4,028,203.615   497,354.351   MT  0.99960009   -0 01 03.0
 GC1534
 GC1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1534!SPC TN       -   0.99997029  x   0.99999691  =   0.99996720
 GC1534!UTM  16      -   0.99997029  x   0.99960009  =   0.99957039
 GC1534
 GC1534|---------------------------------------------------------------------|
 GC1534| PID    Reference Object                     Distance      Geod. Az  |
 GC1534|                                                           dddmmss.s |
 GC1534| GC1533 VIEW RM 2                            31.178 METERS 01023     |
 GC1534| GC1535 VIEW RM 1                                          12625     |
 GC1534| GC1532 VIEW AZ MK                                         3092402.0 |
 GC1534|---------------------------------------------------------------------|
 GC1534
 GC1534                          SUPERSEDED SURVEY CONTROL
 GC1534
 GC1534  NAD 83(1995)-  36 23 56.34763(N)    087 01 46.21569(W) AD(       ) 2
 GC1534  NAD 83(1995)-  36 23 56.35027(N)    087 01 46.21736(W) AD(       ) 2
 GC1534  NAD 83(1986)-  36 23 56.35604(N)    087 01 46.21732(W) AD(       ) 2
 GC1534  NAD 27      -  36 23 56.17730(N)    087 01 46.21075(W) AD(       ) 2
 GC1534  NGVD 29 (??/??/92)  218.808  (m)          717.87   (f) ADJ UNCH    2 0
 GC1534
 GC1534.Superseded values are not recommended for survey control.
 GC1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1534.See file dsdata.txt to determine how the superseded data were derived.
 GC1534
 GC1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9735428204(NAD 83)
 GC1534_MARKER: DD = SURVEY DISK
 GC1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1534_STAMPING: VIEW 1965
 GC1534_MARK LOGO: TNHD  
 GC1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1534+STABILITY: SURFACE MOTION
 GC1534
 GC1534  HISTORY     - Date     Condition        Report By
 GC1534  HISTORY     - 1965     MONUMENTED       TNHD
 GC1534  HISTORY     - 1965     GOOD             TNHD
 GC1534
 GC1534                          STATION DESCRIPTION
 GC1534
 GC1534'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1534'AT PLEASANT VIEW.
 GC1534'THE MARK IS LOCATED IN THE EAST ANGLE OF THE INTERSECTION OF
 GC1534'U.S. HIGHWAY 41A AND STATE ROUTE 49 AT PLEASANT VIEW, 66 FEET
 GC1534'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE SERVICE STATION BUILDING,
 GC1534'50 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 49 AND
 GC1534'29 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A.
 GC1534'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1534'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1534
 GC1534                          STATION RECOVERY (1965)
 GC1534
 GC1534'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC1534'THE STATION IS LOCATED IN THE EAST ANGLE OF THE INTERSECTION OF U.S.
 GC1534'HIGHWAY 41A AND STATE ROUTE 49 AT PLEASANT VIEW.
 GC1534'
 GC1534'THE STATION IS 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 GC1534'SERVICE STATION BUILDING, 50 FEET SOUTHEAST OF THE
 GC1534'APPROXIMATE CENTER OF STATE ROUTE 49 AND 29 FEET NORTHEAST OF THE
 GC1534'APPROXIMATE CENTER OF U.S. HIGHWAY 41A.
 GC1534'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC1534'DEPARTMENT DISKS AND THE DISKS ARE STAMPED VIEW 1965.  THE
 GC1534'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GC1534'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1534'MONUMENT.
 GC1534'
 GC1534'REFERENCE MARK NO. 1 IS 34 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC1534'OF U.S. HIGHWAY 41A AND 5 FEET SOUTHWEST OF A TELEPHONE POLE
 GC1534'NO. 6A.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC1534'CEMENTED FLUSH IN A DRILL HOLE IN A DRAIN CURB AND THE DISK IS
 GC1534'STAMPED VIEW RM-1 1965.
 GC1534'
 GC1534'REFERENCE MARK NO. 2 IS 19 FEET WEST OF A SIGN, (TEXACO), AND 17 FEET
 GC1534'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 49.  THE MARK IS A
 GC1534'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GC1534'HOLE IN A SEWER CURB AND THE DISK IS STAMPED VIEW RM-2 1965.
 GC1534'
 GC1534'THE AZIMUTH MARK IS 40 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC1534'U.S. HIGHWAY 41A AND 3 FEET SOUTHWEST OF TELEPHONE POLE NO. 5,
 GC1534'WHICH HAS A WITNESS POST ATTACHED.  THE MARK IS A STANDARD TENNESSEE
 GC1534'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1534'CONCRETE MONUMENT AND THE DISK IS STAMPED VIEW AZI 1965.
 GC1534'
 GC1534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON U.S.
 GC1534'HIGHWAY 41A FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC1534'
 GC1534'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC1534'
 GC1534'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2417 ***********************************************************************
 GB2417  DESIGNATION -  VIEW
 GB2417  PID         -  GB2417
 GB2417  STATE/COUNTY-  TN/JACKSON
 GB2417  USGS QUAD   -  WHITLEYVILLE (1982)
 GB2417
 GB2417                         *CURRENT SURVEY CONTROL
 GB2417  ___________________________________________________________________
 GB2417* NAD 83(1995)-  36 26 08.20143(N)    085 38 38.07693(W)     ADJUSTED  
 GB2417* NAVD 88     -       238.9    (meters)     784.     (feet)  VERTCON   
 GB2417  ___________________________________________________________________
 GB2417  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GB2417  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB2417
 GB2417  HORZ ORDER  -  SECOND
 GB2417
 GB2417.The horizontal coordinates were established by classical geodetic methods
 GB2417.and adjusted by the National Geodetic Survey in April 1999..
 GB2417
 GB2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2417
 GB2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2417
 GB2417.The geoid height was determined by GEOID03.
 GB2417
 GB2417;                    North         East     Units Scale Factor Converg.
 GB2417;SPC TN       -   233,309.013   631,928.904   MT  1.00000341   +0 12 30.5
 GB2417;SPC TN       -   765,447.99  2,073,253.41   sFT  1.00000341   +0 12 30.5
 GB2417;UTM  16      - 4,033,120.297   621,548.823   MT  0.99978203   +0 48 19.8
 GB2417
 GB2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2417!SPC TN       -   0.99996726  x   1.00000341  =   0.99997067
 GB2417!UTM  16      -   0.99996726  x   0.99978203  =   0.99974930
 GB2417
 GB2417|---------------------------------------------------------------------|
 GB2417| PID    Reference Object                     Distance      Geod. Az  |
 GB2417|                                                           dddmmss.s |
 GB2417| CG7725 VIEW RM 1                            17.007 METERS 05023     |
 GB2417| GB1922 VIEW AZ MK                                         1473409.5 |
 GB2417| CG7726 VIEW RM 2                             9.601 METERS 20011     |
 GB2417|---------------------------------------------------------------------|
 GB2417
 GB2417                          SUPERSEDED SURVEY CONTROL
 GB2417
 GB2417  NAD 83(1995)-  36 26 08.20294(N)    085 38 38.07803(W) AD(       ) 2
 GB2417  NAD 83(1995)-  36 26 08.20877(N)    085 38 38.08224(W) AD(       ) 2
 GB2417  NAD 83(1986)-  36 26 08.21163(N)    085 38 38.08142(W) AD(       ) 2
 GB2417  NAD 27      -  36 26 07.99193(N)    085 38 38.17443(W) AD(       ) 2
 GB2417  NGVD 29 (07/19/86)  239.0    (m)          784.     (f) VERT ANG       
 GB2417
 GB2417.Superseded values are not recommended for survey control.
 GB2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2417.See file dsdata.txt to determine how the superseded data were derived.
 GB2417
 GB2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2154933120(NAD 83)
 GB2417_MARKER: DD = SURVEY DISK
 GB2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2417
 GB2417  HISTORY     - Date     Condition        Report By
 GB2417  HISTORY     - 1966     MONUMENTED       TNHD
 GB2417
 GB2417                          STATION DESCRIPTION
 GB2417
 GB2417'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2417'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GAINESBORO.
 GB2417'
 GB2417'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB2417'GAINESBORO, GO EASTERLY ON STATE ROUTE 53 AND 56 FOR 1.35 MILES TO
 GB2417'THE JUNCTION OF STATE ROUTES 53, 56 AND 85, *KEEP LEFT, CROSSING THE
 GB2417'CUMBERLAND RIVER BRIDGE AND GO NORTHERLY ON STATE ROUTE 56 AND 85
 GB2417'FOR 4.0 MILES TO THE JUNCTION OF STATE ROUTE 56 AND STATE ROUTE 85,
 GB2417'CONTINUE NORTHERLY ON STATE ROUTE 56 FOR 0.75 MILE TO A GRAVELED ROAD
 GB2417'(LOCKES BRANCH ROAD) ON THE RIGHT, TURN RIGHT, EAST, AND FOLLOW THE
 GB2417'GRAVELED ROAD FOR 1.6 MILES TO THE TOP OF A RIDGE AND THE STATION
 GB2417'ON THE LEFT.
 GB2417'
 GB2417'THE STATION IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2417'GRAVELED ROAD AND 2.7 FEET WEST OF A METAL WITNESS POST AND SIGN.
 GB2417'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2417'DEPARTMENT DISKS AND THE DISKS ARE STAMPED VIEW 1966.  THE
 GB2417'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2417'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2417'MONUMENT.
 GB2417'
 GB2417'REFERENCE MARK NO. 1 IS 66 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2417'GRAVELED ROAD AT A CURVE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB2417'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2417'MONUMENT AND THE DISK IS STAMPED VIEW RM-1 1966.
 GB2417'
 GB2417'REFERENCE MARK NO. 2 IS 13 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2417'THE GRAVELED ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB2417'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2417'MONUMENT AND THE DISK IS STAMPED VIEW RM-2 1966.
 GB2417'
 GB2417'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF A 2-FOOT, METAL PIPE
 GB2417'CULVERT, 28 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GB2417'ROUTE 53, 20 FEET SOUTHWEST OF A 4-INCH ELM TREE, 5 FEET NORTHWEST OF
 GB2417'A WIRE FENCE AND 5 FEET HIGHER THAN THE LEVEL OF THE PAVEMENT.
 GB2417'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB2417'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GB2417'STAMPED VIEW AZI 1966.
 GB2417'
 GB2417'TO REACH THE AZIMUTH MARK, * TURN RIGHT, AND GO EASTERLY AND
 GB2417'NORTHERLY ON STATE ROUTE 53 AND 85 FOR 1.25 MILES TO THE JUNCTION
 GB2417'OF STATE ROUTE 53 AND STATE ROUTE 85, KEEP LEFT AND GO NORTHERLY ON
 GB2417'STATE ROUTE 53 FOR 3.45 MILES TO THE MARK ON THE RIGHT.
 GB2417'
 GB2417'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2417'
 GB2417'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1532 ***********************************************************************
 GC1532  DESIGNATION -  VIEW AZ MK
 GC1532  PID         -  GC1532
 GC1532  STATE/COUNTY-  TN/CHEATHAM
 GC1532  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1532
 GC1532                         *CURRENT SURVEY CONTROL
 GC1532  ___________________________________________________________________
 GC1532* NAD 83(1986)-  36 24 05.     (N)    087 02 00.     (W)     SCALED    
 GC1532* NAVD 88     -       218.646  (meters)     717.34   (feet)  ADJUSTED  
 GC1532  ___________________________________________________________________
 GC1532  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1532  DYNAMIC HT  -         218.462 (meters)     716.74  (feet)  COMP
 GC1532  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 GC1532
 GC1532  VERT ORDER  -  SECOND    CLASS 0
 GC1532
 GC1532.The horizontal coordinates were scaled from a topographic map and have
 GC1532.an estimated accuracy of +/- 6 seconds.
 GC1532
 GC1532.The orthometric height was determined by differential leveling
 GC1532.and adjusted by the National Geodetic Survey in June 1991..
 GC1532
 GC1532.The geoid height was determined by GEOID03.
 GC1532
 GC1532.The dynamic height is computed by dividing the NAVD 88
 GC1532.geopotential number by the normal gravity value computed on the
 GC1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1532.degrees latitude (g = 980.6199 gals.).
 GC1532
 GC1532.The modeled gravity was interpolated from observed gravity values.
 GC1532
 GC1532;                    North         East    Units  Estimated Accuracy
 GC1532;SPC TN       -   229,940.      507,310.      MT  (+/- 180 meters Scaled)
 GC1532
 GC1532                          SUPERSEDED SURVEY CONTROL
 GC1532
 GC1532  NGVD 29 (??/??/92)  218.703  (m)          717.53   (f) ADJ UNCH    2 0
 GC1532
 GC1532.Superseded values are not recommended for survey control.
 GC1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1532.See file dsdata.txt to determine how the superseded data were derived.
 GC1532
 GC1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF970284(NAD 83)
 GC1532_MARKER: DD = SURVEY DISK
 GC1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1532_STAMPING: VIEW AZI 1965
 GC1532_MARK LOGO: TNHD  
 GC1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1532+STABILITY: SURFACE MOTION
 GC1532
 GC1532  HISTORY     - Date     Condition        Report By
 GC1532  HISTORY     - 1965     MONUMENTED       TNHD
 GC1532
 GC1532                          STATION DESCRIPTION
 GC1532
 GC1532'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1532'0.3 MI NW FROM PLEASANT VIEW.
 GC1532'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 AT
 GC1532'PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 0.3 MILE
 GC1532'TO THE MARK ON THE RIGHT, 40 FEET NORTHEAST OF THE APPROXIMATE
 GC1532'CENTER OF U.S. HIGHWAY 41A AND 3 FEET SOUTHWEST OF TELEPHONE
 GC1532'POLE NO. 5 WHICH HAS A WITNESS SIGN ATTACHED.  IT IS A STANDARD
 GC1532'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1532'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1922 ***********************************************************************
 GB1922  DESIGNATION -  VIEW AZ MK
 GB1922  PID         -  GB1922
 GB1922  STATE/COUNTY-  TN/JACKSON
 GB1922  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1922
 GB1922                         *CURRENT SURVEY CONTROL
 GB1922  ___________________________________________________________________
 GB1922* NAD 83(1986)-  36 25 39.     (N)    085 38 15.     (W)     SCALED    
 GB1922* NAVD 88     -       177.031  (meters)     580.81   (feet)  ADJUSTED  
 GB1922  ___________________________________________________________________
 GB1922  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1922  DYNAMIC HT  -         176.878 (meters)     580.31  (feet)  COMP
 GB1922  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GB1922
 GB1922  VERT ORDER  -  SECOND    CLASS 0
 GB1922
 GB1922.The horizontal coordinates were scaled from a topographic map and have
 GB1922.an estimated accuracy of +/- 6 seconds.
 GB1922
 GB1922.The orthometric height was determined by differential leveling
 GB1922.and adjusted by the National Geodetic Survey in June 1991..
 GB1922
 GB1922.The geoid height was determined by GEOID03.
 GB1922
 GB1922.The dynamic height is computed by dividing the NAVD 88
 GB1922.geopotential number by the normal gravity value computed on the
 GB1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1922.degrees latitude (g = 980.6199 gals.).
 GB1922
 GB1922.The modeled gravity was interpolated from observed gravity values.
 GB1922
 GB1922;                    North         East    Units  Estimated Accuracy
 GB1922;SPC TN       -   232,410.      632,510.      MT  (+/- 180 meters Scaled)
 GB1922
 GB1922                          SUPERSEDED SURVEY CONTROL
 GB1922
 GB1922  NGVD 29 (??/??/??)  177.16   (m)          581.2    (f) RESET       3  
 GB1922
 GB1922.Superseded values are not recommended for survey control.
 GB1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1922.See file dsdata.txt to determine how the superseded data were derived.
 GB1922
 GB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF221322(NAD 83)
 GB1922_MARKER: DR = REFERENCE MARK DISK
 GB1922_SETTING: 66 = SET IN ROCK OUTCROP
 GB1922_SP_SET: BEDROCK
 GB1922_STAMPING: VIEW AZI 1966
 GB1922_MARK LOGO: TNHD  
 GB1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1922+STABILITY: POSITION/ELEVATION WELL
 GB1922
 GB1922  HISTORY     - Date     Condition        Report By
 GB1922  HISTORY     - 1966     MONUMENTED       TNHD
 GB1922
 GB1922                          STATION DESCRIPTION
 GB1922
 GB1922'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1922'4.5 MI N FROM GAINESBORO.
 GB1922'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE
 GB1922'IN GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53
 GB1922'AND 56 FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56
 GB1922'AND 85, KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE
 GB1922'53 AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53
 GB1922'AND 85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 3.4 MILES TO
 GB1922'THE MARK ON THE RIGHT, 50 FEET NORTHEAST OF A 24-INCH, METAL
 GB1922'PIPE CULVERT, 28 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB1922'STATE ROUTE 53, 20 FEET SOUTHWEST OF A 4-INCH ELM TREE, 5
 GB1922'FEET NORTHWEST OF A WIRE FENCE AND ABOUT 5 FEET HIGHER THAN THE
 GB1922'LEVEL OF THE PAVEMENT.  THE DISK IS CEMENTED FLUSH IN A DRILL
 GB1922'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1535 ***********************************************************************
 GC1535  DESIGNATION -  VIEW RM 1
 GC1535  PID         -  GC1535
 GC1535  STATE/COUNTY-  TN/CHEATHAM
 GC1535  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1535
 GC1535                         *CURRENT SURVEY CONTROL
 GC1535  ___________________________________________________________________
 GC1535* NAD 83(1986)-  36 23 57.     (N)    087 01 46.     (W)     SCALED    
 GC1535* NAVD 88     -       218.916  (meters)     718.23   (feet)  ADJUSTED  
 GC1535  ___________________________________________________________________
 GC1535  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1535  DYNAMIC HT  -         218.732 (meters)     717.62  (feet)  COMP
 GC1535  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GC1535
 GC1535  VERT ORDER  -  SECOND    CLASS 0
 GC1535
 GC1535.The horizontal coordinates were scaled from a topographic map and have
 GC1535.an estimated accuracy of +/- 6 seconds.
 GC1535
 GC1535.The orthometric height was determined by differential leveling
 GC1535.and adjusted by the National Geodetic Survey in June 1991..
 GC1535
 GC1535.The geoid height was determined by GEOID03.
 GC1535
 GC1535.The dynamic height is computed by dividing the NAVD 88
 GC1535.geopotential number by the normal gravity value computed on the
 GC1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1535.degrees latitude (g = 980.6199 gals.).
 GC1535
 GC1535.The modeled gravity was interpolated from observed gravity values.
 GC1535
 GC1535;                    North         East    Units  Estimated Accuracy
 GC1535;SPC TN       -   229,690.      507,650.      MT  (+/- 180 meters Scaled)
 GC1535
 GC1535                          SUPERSEDED SURVEY CONTROL
 GC1535
 GC1535  NGVD 29 (??/??/92)  218.973  (m)          718.41   (f) ADJ UNCH    2 0
 GC1535
 GC1535.Superseded values are not recommended for survey control.
 GC1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1535.See file dsdata.txt to determine how the superseded data were derived.
 GC1535
 GC1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF973282(NAD 83)
 GC1535_MARKER: DD = SURVEY DISK
 GC1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1535_SP_SET: CURB
 GC1535_STAMPING: VIEW RM-1 1965
 GC1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1535
 GC1535  HISTORY     - Date     Condition        Report By
 GC1535  HISTORY     - 1965     MONUMENTED       TNHD
 GC1535
 GC1535                          STATION DESCRIPTION
 GC1535
 GC1535'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1535'AT PLEASANT VIEW.
 GC1535'AT THE VIEW 1965 STATION SITE, 34 FEET NORTHEAST OF THE
 GC1535'APPROXIMATE CENTER OF U.S. HIGHWAY 41A AND 5 FEET SOUTHWEST OF
 GC1535'TELEPHONE POLE NO. 6A.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC1535'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF A
 GC1535'DRAIN CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1533 ***********************************************************************
 GC1533  DESIGNATION -  VIEW RM 2
 GC1533  PID         -  GC1533
 GC1533  STATE/COUNTY-  TN/CHEATHAM
 GC1533  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1533
 GC1533                         *CURRENT SURVEY CONTROL
 GC1533  ___________________________________________________________________
 GC1533* NAD 83(1986)-  36 23 57.     (N)    087 01 46.     (W)     SCALED    
 GC1533* NAVD 88     -       218.527  (meters)     716.95   (feet)  ADJUSTED  
 GC1533  ___________________________________________________________________
 GC1533  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1533  DYNAMIC HT  -         218.343 (meters)     716.35  (feet)  COMP
 GC1533  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 GC1533
 GC1533  VERT ORDER  -  SECOND    CLASS 0
 GC1533
 GC1533.The horizontal coordinates were scaled from a topographic map and have
 GC1533.an estimated accuracy of +/- 6 seconds.
 GC1533
 GC1533.The orthometric height was determined by differential leveling
 GC1533.and adjusted by the National Geodetic Survey in June 1991..
 GC1533
 GC1533.The geoid height was determined by GEOID03.
 GC1533
 GC1533.The dynamic height is computed by dividing the NAVD 88
 GC1533.geopotential number by the normal gravity value computed on the
 GC1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1533.degrees latitude (g = 980.6199 gals.).
 GC1533
 GC1533.The modeled gravity was interpolated from observed gravity values.
 GC1533
 GC1533;                    North         East    Units  Estimated Accuracy
 GC1533;SPC TN       -   229,690.      507,650.      MT  (+/- 180 meters Scaled)
 GC1533
 GC1533                          SUPERSEDED SURVEY CONTROL
 GC1533
 GC1533  NGVD 29 (??/??/92)  218.583  (m)          717.13   (f) ADJ UNCH    2 0
 GC1533
 GC1533.Superseded values are not recommended for survey control.
 GC1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1533.See file dsdata.txt to determine how the superseded data were derived.
 GC1533
 GC1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF973282(NAD 83)
 GC1533_MARKER: DD = SURVEY DISK
 GC1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1533_SP_SET: CURB
 GC1533_STAMPING: VIEW RM 2
 GC1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1533
 GC1533  HISTORY     - Date     Condition        Report By
 GC1533  HISTORY     - 1965     MONUMENTED       TNHD
 GC1533  HISTORY     - 1965     GOOD             TNHD
 GC1533
 GC1533                          STATION DESCRIPTION
 GC1533
 GC1533'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1533'AT PLEASANT VIEW.
 GC1533'AT THE VIEW 1965 STATION SITE, 19 FEET WEST OF A SIGN, TEXACO, AND
 GC1533'17 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 49.
 GC1533'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC1533'FLUSH IN A DRILL HOLE IN THE TOP OF A SEWER CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1487 ***********************************************************************
 GD1487  DESIGNATION -  VINCENT
 GD1487  PID         -  GD1487
 GD1487  STATE/COUNTY-  TN/WEAKLEY
 GD1487  USGS QUAD   -  PALMERSVILLE (1985)
 GD1487
 GD1487                         *CURRENT SURVEY CONTROL
 GD1487  ___________________________________________________________________
 GD1487* NAD 83(1995)-  36 29 03.57188(N)    088 36 46.84871(W)     ADJUSTED  
 GD1487* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GD1487  ___________________________________________________________________
 GD1487  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GD1487  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1487
 GD1487  HORZ ORDER  -  SECOND
 GD1487
 GD1487.The horizontal coordinates were established by classical geodetic methods
 GD1487.and adjusted by the National Geodetic Survey in April 1999..
 GD1487
 GD1487.The orthometric height was scaled from a topographic map.
 GD1487
 GD1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1487
 GD1487.The geoid height was determined by GEOID03.
 GD1487
 GD1487;                    North         East     Units Scale Factor Converg.
 GD1487;SPC TN       -   241,782.328   365,874.911   MT  1.00001270   -1 31 47.1
 GD1487;SPC TN       -   793,247.52  1,200,374.60   sFT  1.00001270   -1 31 47.1
 GD1487;SPC KY1Z     - 1,020,694.791 1,243,437.470   MT  1.00019707   -1 45 28.0
 GD1487;SPC KY1Z     - 3,348,729.49  4,079,511.10   sFT  1.00019707   -1 45 28.0
 GD1487;SPC KY S     -   520,643.582   243,473.059   MT  1.00005452   -1 44 10.7
 GD1487;SPC KY S     - 1,708,144.82    798,794.53   sFT  1.00005452   -1 44 10.7
 GD1487;UTM  16      - 4,038,878.928   355,511.395   MT  0.99985722   -0 57 33.4
 GD1487
 GD1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1487!SPC TN       -   0.99997933  x   1.00001270  =   0.99999203
 GD1487!SPC KY1Z     -   0.99997933  x   1.00019707  =   1.00017640
 GD1487!SPC KY S     -   0.99997933  x   1.00005452  =   1.00003385
 GD1487!UTM  16      -   0.99997933  x   0.99985722  =   0.99983655
 GD1487
 GD1487:                Primary Azimuth Mark                     Grid Az
 GD1487:SPC TN       -  DRESDEN                                  205 21 08.8
 GD1487:SPC KY1Z     -  DRESDEN                                  205 34 49.7
 GD1487:SPC KY S     -  DRESDEN                                  205 33 32.4
 GD1487:UTM  16      -  DRESDEN                                  204 46 55.1
 GD1487
 GD1487|---------------------------------------------------------------------|
 GD1487| PID    Reference Object                     Distance      Geod. Az  |
 GD1487|                                                           dddmmss.s |
 GD1487| GD1488 DRESDEN                             APPROX.21.6 KM 2034921.7 |
 GD1487| CG5294 VINCENT RM 2                         43.291 METERS 24753     |
 GD1487| CG5292 VINCENT AZ MK                                      2872709.7 |
 GD1487| CG5293 VINCENT RM 1                         34.781 METERS 34901     |
 GD1487|---------------------------------------------------------------------|
 GD1487
 GD1487                          SUPERSEDED SURVEY CONTROL
 GD1487
 GD1487  NAD 83(1995)-  36 29 03.57147(N)    088 36 46.84920(W) AD(       ) 2
 GD1487  NAD 83(1995)-  36 29 03.58290(N)    088 36 46.84465(W) AD(       ) 2
 GD1487  NAD 83(1986)-  36 29 03.58584(N)    088 36 46.84783(W) AD(       ) 2
 GD1487  NAD 27      -  36 29 03.37400(N)    088 36 46.66700(W) AD(       ) 2
 GD1487
 GD1487.Superseded values are not recommended for survey control.
 GD1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1487.See file dsdata.txt to determine how the superseded data were derived.
 GD1487
 GD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5551138879(NAD 83)
 GD1487_MARKER: DS = TRIANGULATION STATION DISK
 GD1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1487
 GD1487  HISTORY     - Date     Condition        Report By
 GD1487  HISTORY     - 1934     MONUMENTED       CGS
 GD1487  HISTORY     - 1967     GOOD             CGS
 GD1487  HISTORY     - 1971     GOOD             NGS
 GD1487
 GD1487                          STATION DESCRIPTION
 GD1487
 GD1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1487'ABOUT 4-3/4 MILES EAST-SOUTHEAST OF DUKEDOM, 0.8 MILE SOUTH OF
 GD1487'TENNESSEE-KENTUCKY STATE LINE, NEAR NORTHERN EDGE OF HIGH PARTLY
 GD1487'CLEARED KNOLL, IN OLD ORCHARD, ON PROPERTY OF RUBE VINCENT, ABOUT
 GD1487'50 FEET NORTH OF ROW OF CEDAR TREES, AND 35 FEET NORTHWEST OF
 GD1487'CENTER LINE OF ROAD.  TO REACH FROM OWENS CAFE IN WATER VALLEY,
 GD1487'KY., FOLLOW U.S. ROUTE 45E SOUTH 3.4 MILES, TURN LEFT ONTO DIRT
 GD1487'ROAD THROUGH CUT AND GO 0.75 MILE, TURN RIGHT JUST AFTER PASSING
 GD1487'BENNETT SCHOOL AND GO 1.5 MILES, TURN LEFT AT CHURCH AND CEMETERY ON
 GD1487'RIGHT AND GO 9.85 MILES, 3.2 MILES PAST DUKEDOM POST OFFICE,
 GD1487'TURN RIGHT AT FOYS STORE AND GO 0.85 MILE, TURN LEFT AT T-ROAD AND
 GD1487'GO 1.7 MILES, TURN RIGHT AT T-ROAD AND GO 0.15 MILE, TURN RIGHT JUST
 GD1487'AFTER PASSING STORES IN AUSTIN SPRINGS AND GO 1.0 MILE, TURN
 GD1487'LEFT AND GO 0.6 MILE, 0.15 MILE BEYOND WHITE HOUSE, TO TOP OF GRADE
 GD1487'AND STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1487'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GD1487'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 GD1487'1 IS ON DOWNWARD SLOPE OF KNOLL, 3 FEET SOUTHEAST OF FENCE
 GD1487'LINE, AND 114.11 FEET FROM STATION N 10 DEG 59 MIN W.
 GD1487'NO 2 IS ALONG RIDGE, 30 FEET NORTHWEST OF CENTER LINE OF ROAD, AND
 GD1487'142.03 FEET FROM STATION S 67 DEG 53 MIN W.  AZIMUTH
 GD1487'MARK IS ON PROPERTY OF E. J. JONES, DEWEY AINLEY, TENANT, ABOUT
 GD1487'100 FEET EAST OF HOUSE, 16 FEET NORTHEAST OF SMALL SHED, AND
 GD1487'APPROXIMATELY 0.4 MILE FROM STATION N 72 DEG 32 MIN W.
 GD1487
 GD1487                          STATION RECOVERY (1967)
 GD1487
 GD1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1487'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1487'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW
 GD1487'AND MORE COMPLETE DESCRIPTION.
 GD1487'
 GD1487'THE STATION IS LOCATED NEAR THE NORTH EDGE OF, AND NEAR THE WEST END
 GD1487'OF A HIGH, HEAVILY TIMBERED RIDGE, ABOUT 4.75 MILES EAST-SOUTHEAST
 GD1487'OF DUKEDOM, 0.8 OF A MILE SOUTH OF THE TENNESSEE-KENTUCKY STATE
 GD1487'LINE, AND ON THE PROPERTY OF THE RUBE VINCENT ESTATE.
 GD1487'
 GD1487'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET AND
 GD1487'STATE ROUTE 118 JUST EAST OF THE POST OFFICE IN DUKEDOM, GO NORTH ON
 GD1487'STATE ROUTE 118 FOR 1.7 MILES TO COUNTY ROUTE R8153, HERE TURN LEFT
 GD1487'AND GO EAST ON COUNTY ROUTE R8153 FOR 5.4 MILES TO THE SMALL
 GD1487'COMMUNITY OF AUSTIN SPRINGS.  HERE CONTINUE EAST AND SOUTH ON COUNTY
 GD1487'ROUTE R8153 FOR 1.0 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND
 GD1487'GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD LEFT AND
 GD1487'AN OLD ABANDONED HOUSE IN THE NORTHEAST ANGLE.  HERE CONTINUE
 GD1487'EAST ON A ROUGH, STEEP, GRAVELED ROAD FOR 0.4 MILE TO THE TOP
 GD1487'OF THE GRADE AND THE STATION ON THE LEFT IN THE WOODS AS DESCRIBED.
 GD1487'
 GD1487'THE STATION IS IN A SMALL CLEARING ON THE HIGHEST POINT OF THE
 GD1487'RIDGE, 35 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GD1487'11 FEET SOUTH OF A LARGE CLUMP OF OSAGE ORANGE TREES, 11 FEET WEST
 GD1487'OF A SMALLER CLUMP OF OSAGE ORANGE TREES, AND 0.8 OF A FOOT WEST OF
 GD1487'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1487'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES
 GD1487'AND THE DISK IS STAMPED VINCENT 1934.
 GD1487'
 GD1487'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE RIDGE 114.11 FEET
 GD1487'FROM THE STATION, 35 FEET SOUTHWEST OF A 10-INCH CEDAR TREE, AND 24
 GD1487'FEET SOUTH OF A 12-INCH, FORKED TRUNKED CEDAR TREE.  IT IS A
 GD1487'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1487'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED VINCENT NO 1
 GD1487'1934.
 GD1487'
 GD1487'REFERENCE MARK NO. 2 IS ALONG THE TOP OF THE RIDGE 142.03 FEET
 GD1487'WEST-SOUTHWEST OF THE STATION AND 30 FEET NORTH OF THE APPROXIMATE
 GD1487'CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK SET IN THE TOP
 GD1487'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 GD1487'THE DISK IS STAMPED VINCENT NO 2 1934.
 GD1487'
 GD1487'DUE TO A DENSE THICKET OF OSAGE ORANGE TREES, NO EFFORT WAS MADE TO
 GD1487'MEASURE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 GD1487'
 GD1487'THE AZIMUTH MARK IS IN A BRUSH COVERED AREA ABOUT 0.4 OF A MILE
 GD1487'WEST-NORTHWEST OF THE STATION, 166 FEET EAST OF THE APPROXIMATE
 GD1487'CENTER OF A TRACK ROAD, 136 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 GD1487'DOUBLE DOOR OF AN OLD TOBACCO BARN, 113 FEET SOUTHEAST OF THE EDGE
 GD1487'OF A BRICKED CISTERN THAT PROJECTS ABOUT 3 FEET ABOVE THE
 GD1487'GROUND, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GD1487'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1487'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK
 GD1487'IS STAMPED VINCENT AZI 1934.
 GD1487'
 GD1487'THE AZIMUTH MARK IS NOW OBSTRUCTED FROM VIEW TO THE STATION BY A
 GD1487'DENSE GROWTH OF SAPLING WOODS, WHICH WILL NEED TO BE REMOVED BEFORE
 GD1487'THE MARK CAN BE UTILIZED.
 GD1487'
 GD1487'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE TRACK ROAD
 GD1487'LEFT AT THE OLD ABANDONED HOUSE IN THE NORTHEAST ANGLE, GO NORTH ON
 GD1487'THE TRACK ROAD FOR 0.2 MILE TO AN OLD BUILDING SITE AND TOBACCO
 GD1487'BARN ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1487'
 GD1487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.75 MILES
 GD1487'EAST-SOUTHEAST OF DUKEDOM.
 GD1487
 GD1487                          STATION RECOVERY (1971)
 GD1487
 GD1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (KKB)
 GD1487'VINCENT STATION MARK RECOVERED IN GOOD CONDITION.
 GD1487'
 GD1487'VINCENT 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GD1487'
 GD1487'SEE ORIGINAL DESCRIPTION.
 GD1487'
 GD1487'USC AND GS METAL MARKER AND SIGN.
 GD1487'
 GD1487'VINCENT RM 1 RECOVERED IN GOOD CONDITION.
 GD1487'
 GD1487'VINCENT NO. 1 1934 (USC AND GS) FOUND STAMPED ON THE POINT.
 GD1487'
 GD1487'SEE ORIGINAL DESCRIPTION.
 GD1487'
 GD1487'VINCENT RM 2 RECOVERED IN GOOD CONDITION.
 GD1487'
 GD1487'VINCENT NO. 2 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GD1487'
 GD1487'SEE ORIGINAL DESCRIPTION.
 GD1487'
 GD1487'VINCENT-AZI DISTURBED (POOR).
 GD1487'
 GD1487'VINCENT-AZI 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GD1487'
 GD1487'MON. WAS BADLY LEANING, VERY LITTLE OF MON IN GROUND.  NOTE--AZI. MK.
 GD1487'IS + OR - 600 FEET NORTH OF OLD ROAD (E AND W RD) THAT LEADS TO
 GD1487'VINCENT STATION MARK STA. METAL MARKER BY USC AND GS.
 GD1487'
 GD1487'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.75 MI. E. S. E. OF
 GD1487'DUKEDOM, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1878 ***********************************************************************
 GB1878  DESIGNATION -  VIOLET
 GB1878  PID         -  GB1878
 GB1878  STATE/COUNTY-  TN/PUTNAM
 GB1878  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1878
 GB1878                         *CURRENT SURVEY CONTROL
 GB1878  ___________________________________________________________________
 GB1878* NAD 83(1995)-  36 13 31.65275(N)    085 33 17.68036(W)     ADJUSTED  
 GB1878* NAVD 88     -       318.462  (meters)    1044.82   (feet)  ADJUSTED  
 GB1878  ___________________________________________________________________
 GB1878  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 GB1878  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB1878  DYNAMIC HT  -         318.178 (meters)    1043.89  (feet)  COMP
 GB1878  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1878
 GB1878  HORZ ORDER  -  SECOND
 GB1878  VERT ORDER  -  SECOND    CLASS 0
 GB1878
 GB1878.The horizontal coordinates were established by classical geodetic methods
 GB1878.and adjusted by the National Geodetic Survey in April 1999..
 GB1878
 GB1878.The orthometric height was determined by differential leveling
 GB1878.and adjusted by the National Geodetic Survey in June 1991..
 GB1878
 GB1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1878
 GB1878.The geoid height was determined by GEOID03.
 GB1878
 GB1878.The dynamic height is computed by dividing the NAVD 88
 GB1878.geopotential number by the normal gravity value computed on the
 GB1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1878.degrees latitude (g = 980.6199 gals.).
 GB1878
 GB1878.The modeled gravity was interpolated from observed gravity values.
 GB1878
 GB1878;                    North         East     Units Scale Factor Converg.
 GB1878;SPC TN       -   210,022.643   640,015.036   MT  0.99997167   +0 15 38.1
 GB1878;SPC TN       -   689,049.29  2,099,782.66   sFT  0.99997167   +0 15 38.1
 GB1878;UTM  16      - 4,009,923.648   629,874.876   MT  0.99980783   +0 51 14.8
 GB1878
 GB1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1878!SPC TN       -   0.99995469  x   0.99997167  =   0.99992636
 GB1878!UTM  16      -   0.99995469  x   0.99980783  =   0.99976253
 GB1878
 GB1878|---------------------------------------------------------------------|
 GB1878| PID    Reference Object                     Distance      Geod. Az  |
 GB1878|                                                           dddmmss.s |
 GB1878| GB1879 VIOLET RM 1                           6.705 METERS 09414     |
 GB1878| GB1876 VIOLET AZ MK                                       1343212.9 |
 GB1878| GB1877 VIOLET RM 2                           6.919 METERS 27350     |
 GB1878| GB1885 SHILO                               APPROX. 4.1 KM 3140245.7 |
 GB1878|---------------------------------------------------------------------|
 GB1878
 GB1878                          SUPERSEDED SURVEY CONTROL
 GB1878
 GB1878  NAD 83(1995)-  36 13 31.65479(N)    085 33 17.68229(W) AD(       ) 2
 GB1878  NAD 83(1995)-  36 13 31.65766(N)    085 33 17.68347(W) AD(       ) 2
 GB1878  NAD 83(1986)-  36 13 31.66353(N)    085 33 17.68218(W) AD(       ) 2
 GB1878  NAD 27      -  36 13 31.44570(N)    085 33 17.76944(W) AD(       ) 2
 GB1878  NGVD 29 (??/??/92)  318.542  (m)         1045.08   (f) ADJ UNCH    2 0
 GB1878
 GB1878.Superseded values are not recommended for survey control.
 GB1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1878.See file dsdata.txt to determine how the superseded data were derived.
 GB1878
 GB1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2987509924(NAD 83)
 GB1878_MARKER: DE = TRAVERSE STATION DISK
 GB1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1878_STAMPING: VIOLET 1966
 GB1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1878+STABILITY: SURFACE MOTION
 GB1878
 GB1878  HISTORY     - Date     Condition        Report By
 GB1878  HISTORY     - 1966     MONUMENTED       TNHD
 GB1878  HISTORY     - 1966     GOOD             TNHD
 GB1878
 GB1878                          STATION DESCRIPTION
 GB1878
 GB1878'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1878'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF COOKEVILLE.
 GB1878'
 GB1878'TO REACH THE STATION FROM THE JUNCTION OF EAST 12TH ST. AND STATE
 GB1878'ROUTE 135, AT THE TENNESSEE TECHNOLOGICAL UNIVERSITY IN NORTHWEST
 GB1878'COOKEVILLE, GO NORTHERLY ON STATE ROUTE 135 FOR 2.55 MILES TO A PAVED
 GB1878'ROAD ON THE LEFT, TURN LEFT AND GO 0.75 MILE TO A PAVED ROAD ON
 GB1878'THE LEFT, KEEP RIGHT AND GO 0.2 MILE TO A PAVED ROAD ON THE RIGHT,
 GB1878'TURN RIGHT AND GO 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GB1878'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A GATE ON THE RIGHT, TURN
 GB1878'RIGHT AND GO 0.1 MILE ACROSS A FIELD TO THE STATION IN A FENCE
 GB1878'LINE.
 GB1878'
 GB1878'THE STATION IS 148 FEET EAST OF A FENCE CORNER AND 4.3 FEET WEST OF A
 GB1878'METAL WITNESS POST AND SIGN. THE SURFACE AND UNDERGROUND MARKS
 GB1878'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GB1878'VIOLET 1966. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB1878'SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1878'FLUSH, CONCRETE MONUMENT.
 GB1878'
 GB1878'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF A FENCE. IT IS A STANDARD
 GB1878'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1878'SQUARE, FLUSH, CONCRETE MONUMENT AND IS STAMPED VIOLET RM 1 1966.
 GB1878'
 GB1878'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF A FENCE LINE. IT IS A
 GB1878'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1878'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1878'VIOLET RM-2 1966.
 GB1878'
 GB1878'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB1878'PAVED ROAD, 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN AND ON
 GB1878'THE WEST OF A SMALL RISE IN THE ROAD. IT IS A STANDARD TENNESSEE
 GB1878'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1878'CONCRETE MONUMENT AND THE DISK IS STAMPED VIOLET AZI 1966.
 GB1878'
 GB1878'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1878'
 GB1878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1878
 GB1878                          STATION RECOVERY (1966)
 GB1878
 GB1878'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1878'5 MI NW FROM COOKEVILLE.
 GB1878'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1878'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1878'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1878'MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95
 GB1878'MILE ON THE PAVED ROAD TO A FORK.  KEEP RIGHT AND GO 2.1 MILES
 GB1878'ON THE PAVED ROAD TO A GATE ON THE RIGHT, TURN RIGHT, PASSING
 GB1878'THROUGH THE GATE, AND GO 0.1 MILE ACROSS A FIELD TO THE MARK IN A
 GB1878'FENCE LINE, 148 FEET EAST OF A FENCE CORNER AND 4.3 FEET WEST
 GB1878'OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 GB1878'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1876 ***********************************************************************
 GB1876  DESIGNATION -  VIOLET AZ MK
 GB1876  PID         -  GB1876
 GB1876  STATE/COUNTY-  TN/PUTNAM
 GB1876  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1876
 GB1876                         *CURRENT SURVEY CONTROL
 GB1876  ___________________________________________________________________
 GB1876* NAD 83(1986)-  36 13 29.     (N)    085 33 14.     (W)     SCALED    
 GB1876* NAVD 88     -       314.885  (meters)    1033.09   (feet)  ADJUSTED  
 GB1876  ___________________________________________________________________
 GB1876  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB1876  DYNAMIC HT  -         314.605 (meters)    1032.17  (feet)  COMP
 GB1876  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1876
 GB1876  VERT ORDER  -  SECOND    CLASS 0
 GB1876
 GB1876.The horizontal coordinates were scaled from a topographic map and have
 GB1876.an estimated accuracy of +/- 6 seconds.
 GB1876
 GB1876.The orthometric height was determined by differential leveling
 GB1876.and adjusted by the National Geodetic Survey in June 1991..
 GB1876
 GB1876.The geoid height was determined by GEOID03.
 GB1876
 GB1876.The dynamic height is computed by dividing the NAVD 88
 GB1876.geopotential number by the normal gravity value computed on the
 GB1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1876.degrees latitude (g = 980.6199 gals.).
 GB1876
 GB1876.The modeled gravity was interpolated from observed gravity values.
 GB1876
 GB1876;                    North         East    Units  Estimated Accuracy
 GB1876;SPC TN       -   209,940.      640,110.      MT  (+/- 180 meters Scaled)
 GB1876
 GB1876                          SUPERSEDED SURVEY CONTROL
 GB1876
 GB1876  NGVD 29 (??/??/??)  315.02   (m)         1033.5    (f) RESET       3  
 GB1876
 GB1876.Superseded values are not recommended for survey control.
 GB1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1876.See file dsdata.txt to determine how the superseded data were derived.
 GB1876
 GB1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF299098(NAD 83)
 GB1876_MARKER: DR = REFERENCE MARK DISK
 GB1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1876_STAMPING: VIOLET AZI 1966
 GB1876_MARK LOGO: TNHD  
 GB1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1876+STABILITY: SURFACE MOTION
 GB1876
 GB1876  HISTORY     - Date     Condition        Report By
 GB1876  HISTORY     - 1966     MONUMENTED       TNHD
 GB1876
 GB1876                          STATION DESCRIPTION
 GB1876
 GB1876'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1876'5 MI NW FROM COOKEVILLE.
 GB1876'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1876'COOKEVILLE, GO WEST FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1876'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR
 GB1876'3.5 MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO
 GB1876'0.95 MILE ON THE PAVED ROAD TO A FORK.  KEEP RIGHT AND GO 2.0
 GB1876'MILES ON THE PAVED ROAD TO THE MARK ON THE LEFT, 16 FEET
 GB1876'SOUTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 1.0 FOOT
 GB1876'NORTH OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE
 GB1876'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1879 ***********************************************************************
 GB1879  DESIGNATION -  VIOLET RM 1
 GB1879  PID         -  GB1879
 GB1879  STATE/COUNTY-  TN/PUTNAM
 GB1879  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1879
 GB1879                         *CURRENT SURVEY CONTROL
 GB1879  ___________________________________________________________________
 GB1879* NAD 83(1986)-  36 13 32.     (N)    085 33 17.     (W)     SCALED    
 GB1879* NAVD 88     -       318.714  (meters)    1045.65   (feet)  ADJUSTED  
 GB1879  ___________________________________________________________________
 GB1879  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB1879  DYNAMIC HT  -         318.430 (meters)    1044.72  (feet)  COMP
 GB1879  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1879
 GB1879  VERT ORDER  -  SECOND    CLASS 0
 GB1879
 GB1879.The horizontal coordinates were scaled from a topographic map and have
 GB1879.an estimated accuracy of +/- 6 seconds.
 GB1879
 GB1879.The orthometric height was determined by differential leveling
 GB1879.and adjusted by the National Geodetic Survey in June 1991..
 GB1879
 GB1879.The geoid height was determined by GEOID03.
 GB1879
 GB1879.The dynamic height is computed by dividing the NAVD 88
 GB1879.geopotential number by the normal gravity value computed on the
 GB1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1879.degrees latitude (g = 980.6199 gals.).
 GB1879
 GB1879.The modeled gravity was interpolated from observed gravity values.
 GB1879
 GB1879;                    North         East    Units  Estimated Accuracy
 GB1879;SPC TN       -   210,030.      640,030.      MT  (+/- 180 meters Scaled)
 GB1879
 GB1879                          SUPERSEDED SURVEY CONTROL
 GB1879
 GB1879  NGVD 29 (??/??/92)  318.794  (m)         1045.91   (f) ADJ UNCH    2 0
 GB1879
 GB1879.Superseded values are not recommended for survey control.
 GB1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1879.See file dsdata.txt to determine how the superseded data were derived.
 GB1879
 GB1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF298099(NAD 83)
 GB1879_MARKER: DR = REFERENCE MARK DISK
 GB1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1879_STAMPING: VIOLET RM-1 1966
 GB1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1879+STABILITY: SURFACE MOTION
 GB1879
 GB1879  HISTORY     - Date     Condition        Report By
 GB1879  HISTORY     - 1966     MONUMENTED       TNHD
 GB1879
 GB1879                          STATION DESCRIPTION
 GB1879
 GB1879'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1879'5 MI NW FROM COOKEVILLE.
 GB1879'AT THE VIOLET 1966 STATION SITE, 22.00 FEET EAST OF THE STATION
 GB1879'MARK AND 2 FEET SOUTH OF A FENCE.  THE DISK IS SET IN THE TOP OF
 GB1879'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1877 ***********************************************************************
 GB1877  DESIGNATION -  VIOLET RM 2
 GB1877  PID         -  GB1877
 GB1877  STATE/COUNTY-  TN/PUTNAM
 GB1877  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1877
 GB1877                         *CURRENT SURVEY CONTROL
 GB1877  ___________________________________________________________________
 GB1877* NAD 83(1986)-  36 13 32.     (N)    085 33 17.     (W)     SCALED    
 GB1877* NAVD 88     -       318.382  (meters)    1044.56   (feet)  ADJUSTED  
 GB1877  ___________________________________________________________________
 GB1877  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB1877  DYNAMIC HT  -         318.098 (meters)    1043.63  (feet)  COMP
 GB1877  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1877
 GB1877  VERT ORDER  -  SECOND    CLASS 0
 GB1877
 GB1877.The horizontal coordinates were scaled from a topographic map and have
 GB1877.an estimated accuracy of +/- 6 seconds.
 GB1877
 GB1877.The orthometric height was determined by differential leveling
 GB1877.and adjusted by the National Geodetic Survey in June 1991..
 GB1877
 GB1877.The geoid height was determined by GEOID03.
 GB1877
 GB1877.The dynamic height is computed by dividing the NAVD 88
 GB1877.geopotential number by the normal gravity value computed on the
 GB1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1877.degrees latitude (g = 980.6199 gals.).
 GB1877
 GB1877.The modeled gravity was interpolated from observed gravity values.
 GB1877
 GB1877;                    North         East    Units  Estimated Accuracy
 GB1877;SPC TN       -   210,030.      640,030.      MT  (+/- 180 meters Scaled)
 GB1877
 GB1877                          SUPERSEDED SURVEY CONTROL
 GB1877
 GB1877  NGVD 29 (??/??/92)  318.462  (m)         1044.82   (f) ADJ UNCH    2 0
 GB1877
 GB1877.Superseded values are not recommended for survey control.
 GB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1877.See file dsdata.txt to determine how the superseded data were derived.
 GB1877
 GB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF298099(NAD 83)
 GB1877_MARKER: DR = REFERENCE MARK DISK
 GB1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1877_STAMPING: VIOLET RM-2 1966
 GB1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1877+STABILITY: SURFACE MOTION
 GB1877
 GB1877  HISTORY     - Date     Condition        Report By
 GB1877  HISTORY     - 1966     MONUMENTED       TNHD
 GB1877
 GB1877                          STATION DESCRIPTION
 GB1877
 GB1877'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1877'5 MI NW FROM COOKEVILLE.
 GB1877'AT THE VIOLET 1966 STATION SITE, 22.70 FEET WEST OF THE STATION
 GB1877'MARK AND 2 FEET SOUTH OF A FENCE.  THE DISK IS SET IN THE TOP OF
 GB1877'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2587 ***********************************************************************
 GB2587  DESIGNATION -  VOILES
 GB2587  PID         -  GB2587
 GB2587  STATE/COUNTY-  TN/SCOTT
 GB2587  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2587
 GB2587                         *CURRENT SURVEY CONTROL
 GB2587  ___________________________________________________________________
 GB2587* NAD 83(1995)-  36 24 48.32260(N)    084 32 06.94200(W)     ADJUSTED  
 GB2587* NAVD 88     -       444.4    (meters)    1458.     (feet)  VERTCON   
 GB2587  ___________________________________________________________________
 GB2587  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GB2587  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB2587
 GB2587  HORZ ORDER  -  SECOND
 GB2587
 GB2587.The horizontal coordinates were established by classical geodetic methods
 GB2587.and adjusted by the National Geodetic Survey in April 1999..
 GB2587
 GB2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2587
 GB2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2587
 GB2587.The geoid height was determined by GEOID03.
 GB2587
 GB2587;                    North         East     Units Scale Factor Converg.
 GB2587;SPC TN       -   231,771.807   731,368.481   MT  0.99999943   +0 51 27.1
 GB2587;SPC TN       -   760,404.67  2,399,498.09   sFT  0.99999943   +0 51 27.1
 GB2587;UTM  16      - 4,032,627.338   720,996.076   MT  1.00020177   +1 27 49.2
 GB2587
 GB2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2587!SPC TN       -   0.99993480  x   0.99999943  =   0.99993423
 GB2587!UTM  16      -   0.99993480  x   1.00020177  =   1.00013656
 GB2587
 GB2587|---------------------------------------------------------------------|
 GB2587| PID    Reference Object                     Distance      Geod. Az  |
 GB2587|                                                           dddmmss.s |
 GB2587| DC2684 VOILES RM 1                          25.404 METERS 09209     |
 GB2587| DC2685 VOILES RM 2                          20.821 METERS 21803     |
 GB2587| DC2683 VOILES AZ MK                                       3264803.3 |
 GB2587|---------------------------------------------------------------------|
 GB2587
 GB2587                          SUPERSEDED SURVEY CONTROL
 GB2587
 GB2587  NAD 83(1995)-  36 24 48.32387(N)    084 32 06.94188(W) AD(       ) 2
 GB2587  NAD 83(1995)-  36 24 48.33091(N)    084 32 06.94651(W) AD(       ) 2
 GB2587  NAD 83(1986)-  36 24 48.33187(N)    084 32 06.94356(W) AD(       ) 2
 GB2587  NAD 27      -  36 24 48.04267(N)    084 32 07.16181(W) AD(       ) 2
 GB2587  NGVD 29 (07/19/86)  444.5    (m)         1458.     (f) VERT ANG       
 GB2587
 GB2587.Superseded values are not recommended for survey control.
 GB2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2587.See file dsdata.txt to determine how the superseded data were derived.
 GB2587
 GB2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2099632627(NAD 83)
 GB2587_MARKER: DD = SURVEY DISK
 GB2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2587
 GB2587  HISTORY     - Date     Condition        Report By
 GB2587  HISTORY     - 1965     MONUMENTED       TNHD
 GB2587  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2587
 GB2587                          STATION DESCRIPTION
 GB2587
 GB2587'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2587'THE STATION IS ABOUT 2-1/2 MILES NORTH OF THE SMALL COMMUNITY OF NEW
 GB2587'RIVER AND ABOUT 1 MILE SOUTHEAST OF HELENWOOD.
 GB2587'
 GB2587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2587'ROUTE 63, ABOUT 1 MILE SOUTH OF HELENWOOD, GO NORTH ON U.S. HIGHWAY
 GB2587'27 FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT,* TURN RIGHT, NE, AND
 GB2587'GO 0.05 MILE ON THE TRACK ROAD TO THE STATION ON THE LEFT.
 GB2587'
 GB2587'THE STATION IS 30 FEET NORTH OF A CONCRETE BLOCK BUILDING, 12 FEET
 GB2587'EAST OF THE MOST EASTERLY OF 3 GASOLINE STORAGE TANKS AND 9.9 FEET
 GB2587'WEST OF A METAL WITNESS POST AND SIGN. THE SURFACE AND UNDERGROUND
 GB2587'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GB2587'DISKS ARE STAMPED VOILES 1965. THE UNDERGROUND MARK IS ABOUT 30
 GB2587'INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A
 GB2587'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2587'
 GB2587'REFERENCE MARK NO. 1 IS 53.5 FEET EAST OF THE CENTER OF THE DOOR AT
 GB2587'THE EAST END OF A BLOCK BUILDING AND 17 FEET SOUTH OF THE
 GB2587'APPROXIMATE CENTER OF A DRIVE. THE MARK IS A STANDARD TENNESSEE
 GB2587'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2587'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED VOILES RM-1 1965.
 GB2587'
 GB2587'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE NORTHWEST CORNER OF THE
 GB2587'CONCRETE BLOCK BUILDING, 27 FEET SOUTH OF THE CENTER OF THE 3
 GB2587'GASOLINE STORAGE TANKS AND 1.8 FEET NORTH OF THE CONCRETE BLOCK
 GB2587'BUILDING. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2587'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB2587'AND THE DISK IS STAMPED VOILES RM-2 1965.
 GB2587'
 GB2587'THE AZIMUTH MARK IS 28 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2587'HIGHWAY 27, 2.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 2
 GB2587'FEET WEST OF A UTILITY POLE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB2587'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2587'MONUMENT AND THE DISK IS STAMPED VOILES AZI 1965.
 GB2587'
 GB2587'TO REACH THE AZIMUTH MARK,* CONTINUE NORTHERLY ON U.S. HIGHWAY 27 FOR
 GB2587'0.2 MILE TO THE MARK ON THE LEFT.
 GB2587'
 GB2587'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GB2587'
 GB2587'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GB2587
 GB2587                          STATION RECOVERY (1980)
 GB2587
 GB2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2587'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GB2587'THE FOLLOWING.
 GB2587'
 GB2587'THE STATION MARK IS 8 FEET EAST OF A WOVEN WIRE FENCE, 10 FEET NORTH
 GB2587'EAST OF SOUTHEAST FENCE CORNER AND 1 FOOT WEST OF A METAL WITNESS
 GB2587'POST.
 GB2587'
 GB2587'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2408 ***********************************************************************
 GA2408  DESIGNATION -  VOL
 GA2408  PID         -  GA2408
 GA2408  STATE/COUNTY-  TN/KNOX
 GA2408  USGS QUAD   -  JOHN SEVIER (1992)
 GA2408
 GA2408                         *CURRENT SURVEY CONTROL
 GA2408  ___________________________________________________________________
 GA2408* NAD 83(1995)-  36 00 47.90078(N)    083 50 14.46503(W)     ADJUSTED  
 GA2408* NAVD 88     -       304.978  (meters)    1000.58   (feet)  ADJUSTED  
 GA2408  ___________________________________________________________________
 GA2408  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA2408  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2408  DYNAMIC HT  -         304.699 (meters)     999.67  (feet)  COMP
 GA2408  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2408
 GA2408  HORZ ORDER  -  THIRD
 GA2408  VERT ORDER  -  SECOND    CLASS 0
 GA2408
 GA2408.The horizontal coordinates were established by classical geodetic methods
 GA2408.and adjusted by the National Geodetic Survey in April 1999..
 GA2408
 GA2408.The orthometric height was determined by differential leveling
 GA2408.and adjusted by the National Geodetic Survey in June 1991..
 GA2408
 GA2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2408
 GA2408.The geoid height was determined by GEOID03.
 GA2408
 GA2408.The dynamic height is computed by dividing the NAVD 88
 GA2408.geopotential number by the normal gravity value computed on the
 GA2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2408.degrees latitude (g = 980.6199 gals.).
 GA2408
 GA2408.The modeled gravity was interpolated from observed gravity values.
 GA2408
 GA2408;                    North         East     Units Scale Factor Converg.
 GA2408;SPC TN       -   188,545.654   794,934.638   MT  0.99995328   +1 15 58.0
 GA2408;SPC TN       -   618,586.87  2,608,048.06   sFT  0.99995328   +1 15 58.0
 GA2408;UTM  17      - 3,989,148.846   244,286.704   MT  1.00040579   -1 40 09.1
 GA2408
 GA2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2408!SPC TN       -   0.99995696  x   0.99995328  =   0.99991025
 GA2408!UTM  17      -   0.99995696  x   1.00040579  =   1.00036274
 GA2408
 GA2408:                Primary Azimuth Mark                     Grid Az
 GA2408:SPC TN       -  HOLSTON 2                                112 57 45.9
 GA2408:UTM  17      -  HOLSTON 2                                115 53 53.0
 GA2408
 GA2408|---------------------------------------------------------------------|
 GA2408| PID    Reference Object                     Distance      Geod. Az  |
 GA2408|                                                           dddmmss.s |
 GA2408| GA2416 HOLSTON 2                           APPROX. 1.3 KM 1141343.9 |
 GA2408| GA2407 VOL RM 1                             25.021 METERS 23556     |
 GA2408| GA2409 VOL RM 2                             20.379 METERS 32550     |
 GA2408|---------------------------------------------------------------------|
 GA2408
 GA2408                          SUPERSEDED SURVEY CONTROL
 GA2408
 GA2408  NAD 83(1995)-  36 00 47.90492(N)    083 50 14.47051(W) AD(       ) 3
 GA2408  NAD 83(1995)-  36 00 47.90487(N)    083 50 14.47062(W) AD(       ) 3
 GA2408  NAD 83(1995)-  36 00 47.91037(N)    083 50 14.46134(W) AD(       ) 3
 GA2408  NAD 83(1986)-  36 00 47.91559(N)    083 50 14.45955(W) AD(       ) 3
 GA2408  NAD 27      -  36 00 47.61120(N)    083 50 14.80700(W) AD(       ) 3
 GA2408  NGVD 29 (??/??/92)  305.117  (m)         1001.04   (f) ADJ UNCH    2 0
 GA2408
 GA2408.Superseded values are not recommended for survey control.
 GA2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2408.See file dsdata.txt to determine how the superseded data were derived.
 GA2408
 GA2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4428789149(NAD 83)
 GA2408_MARKER: DE = TRAVERSE STATION DISK
 GA2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2408_STAMPING: VOL 1961
 GA2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2408+STABILITY: SURFACE MOTION
 GA2408
 GA2408  HISTORY     - Date     Condition        Report By
 GA2408  HISTORY     - 1961     MONUMENTED       CGS
 GA2408  HISTORY     - 1971     GOOD             NGS
 GA2408  HISTORY     - 1971     GOOD             NGS
 GA2408  HISTORY     - 1972     GOOD             NGS
 GA2408
 GA2408                          STATION DESCRIPTION
 GA2408
 GA2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2408'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF KNOXVILLE, 0.3 MILE
 GA2408'WEST OF THE JAMES EDWARD
 GA2408'BURK BRIDGE OVER HOLSTON RIVER, APPROXIMATELY 300
 GA2408'FEET NORTH OF U.S.  HIGHWAYS 11E,
 GA2408'70 AND 25W ON A SMALL WOODED HILL.
 GA2408'
 GA2408'TO REACH THE STATION FROM THE WEST END OF THE JAMES EDWARD BURK
 GA2408'BRIDGE OVER THE HOLSTON
 GA2408'RIVER, GO WEST ON U.S.  HIGHWAYS 11E, 70 AND 25W FOR 0.2 MILE
 GA2408'TO A SIDE ROAD RIGHT, TURN
 GA2408'RIGHT AND GO 0.25 MILE TO A WOODS ROAD
 GA2408'LEFT JUST BEFORE REACHING A T-ROAD, TURN LEFT
 GA2408'ON WOODS ROAD AND GO
 GA2408'0.1 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.05 MILE TO THE
 GA2408'STATION ON
 GA2408'THE LEFT.
 GA2408'
 GA2408'STATION MARK IS 43 FEET NORTHWEST OF A TRACK ROAD, 15 FEET NORTH OF A
 GA2408'TRIANGLE BLAZED TREE, 14
 GA2408'FEET WEST OF A TRIANGLE BLAZED TREE AND 2.6 FEET
 GA2408'SOUTH OF A WITNESS SIGN.  THE MARK
 GA2408'IS A STANDARD TRAVERSE DISK SET IN
 GA2408'A CONCRETE POST, FLUSH, AND IS STAMPED VOL 1961.
 GA2408'
 GA2408'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE POST,
 GA2408'FLUSH, AND IS STAMPED VOL
 GA2408'NO 1 1961.
 GA2408'
 GA2408'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GA2408'OUTCROPPING BEDROCK WHICH
 GA2408'PROJECTS 3 FEET ON THE NORTH SIDE AND IS STAMPED VOL NO
 GA2408'2 1961.
 GA2408'
 GA2408'STATION BRIDGE WILL SERVE AS AN AZIMUTH.
 GA2408'
 GA2408'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GA2408
 GA2408                          STATION RECOVERY (1971)
 GA2408
 GA2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GA2408'THE STATION AND ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 GA2408'
 GA2408'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING
 GA2408'TRAVERSE STATION
 GA2408'HOLSTON 2 1971 AS THE INITIAL.  IN CHECKING THE
 GA2408'ANGLES OBSERVED THIS DATE AGAINST
 GA2408'THE 1961 OBSERVATIONS A CHECK
 GA2408'WITHIN THE REQUIRED LIMITS WAS ATTAINED.  VERTICAL
 GA2408'ANGLES WERE
 GA2408'OBSERVED BETWEEN THE STATION AND THE REFERENCE MARKS AND BETWEEN THE
 GA2408'REFERENCE MARKS,
 GA2408'AND SLOPE DISTANCES MEASURED.  WHEN REDUCED TO THE
 GA2408'HORIZONTAL THE DISTANCE TO
 GA2408'REFERENCE MARK NO.  1 CHECKED FLAT AND A
 GA2408'DISCREPANCY OF - 0.46 OF A FOOT WAS NOTED TO
 GA2408'REFERENCE MARK NO.  2.
 GA2408'
 GA2408'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA2408'
 GA2408'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA2408'ABOUT 0.3 OF A
 GA2408'MILE WEST OF THE JAMES EDWARD BURKE BRIDGE OVER THE
 GA2408'HOLSTON RIVER, AND ON A HEAVILY
 GA2408'WOODED HILL ON THE PROPERTY OF THE
 GA2408'IDEAL CEMENT COMPANY.
 GA2408'
 GA2408'TO REACH THE STATION FROM THE INTERSTATE ROUTE 40 AND U. S.  HIGHWAY
 GA2408'11W NORTH
 GA2408'(RUTLEDGE PIKE) INTERCHANGE IN NORTHEAST KNOXVILLE, GO
 GA2408'NORTHEASTERLY ON U.  S.
 GA2408'HIGHWAY 11W NORTH FOR 1.7 MILES TO CEMENT
 GA2408'PLANT ROAD ON THE RIGHT.  HERE TURN RIGHT
 GA2408'ON CEMENT PLANT ROAD AND GO
 GA2408'EASTERLY FOR 0.7 OF A MILE TO THE ENTRANCE ON THE RIGHT INTO
 GA2408'THE IDEAL
 GA2408'CEMENT CO.  PLANT.  HERE TURN RIGHT AND GO SOUTHERLY ON THE
 GA2408'PLANT ROAD FOR 0.25 OF A
 GA2408'MILE TO THE OFFICE ON THE LEFT, CONTINUE
 GA2408'SOUTHERLY ON THE PLANT ROAD FOR 0.35 OF A
 GA2408'MILE THROUGH THE PLANT
 GA2408'COMPLEX TO A T ROAD AND LARGE CONVEYORS.  HERE TURN RIGHT
 GA2408'AND GO
 GA2408'WESTERLY ON A GRAVELED ROAD FOR 0.4 OF A MILE TO AN ANGLING CROSSROAD
 GA2408'AND T ROAD SHARP
 GA2408'LEFT.  HERE TURN SHARP LEFT AND GO SOUTHWEST, SOUTH,
 GA2408'AND SOUTHEAST ON WINDING ROAD FOR
 GA2408'0.5 OF A MILE TO WHERE THE ROAD
 GA2408'ENTERS A WASTE AREA.  HERE TURN RIGHT ACROSS THE
 GA2408'WASTE AREA FOR ABOUT
 GA2408'200 FEET TO THE EDGE OF A WOODS AND DIM WOODS ROAD, ENTER WOODS ON
 GA2408'DIM ROAD AND GO
 GA2408'WEST AND SOUTHERLY FOR ABOUT 0.1 OF A MILE AND THE
 GA2408'STATION ON THE RIGHT ABOUT 100
 GA2408'FEET AS DESCRIBED.
 GA2408'
 GA2408'THE STATION IS NEAR THE SUMMIT OF THE WOODED HILL, 25.5 FEET WEST OF
 GA2408'A 16-INCH,
 GA2408'TRIANGLE BLAZED BEECH TREE, 21 FEET SOUTH-SOUTHWEST OF AN
 GA2408'8-INCH, TRIANGLE BLAZED ASH
 GA2408'TREE, 14 FEET NORTH OF A 14-INCH,
 GA2408'TRIANGLE BLAZED OAK TREE, 2.8 FEET SOUTH OF A
 GA2408'METAL WITNESS POST AND
 GA2408'SIGN, AND NEAR THE CENTER OF A VERY DIM WOODS ROAD.  IT IS A
 GA2408'STANDARD DISK SET
 GA2408'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2408'AND THE DISK IS STAMPED VOL
 GA2408'1961.
 GA2408'
 GA2408'REFERENCE MARK NO. 1 IS 32 FEET WEST OF A 36-INCH, TWIN TRUNKED,
 GA2408'TULIP POPLAR TREE,
 GA2408'18 FEET EAST OF A 24-INCH, TRIANGLE BLAZED WHITE
 GA2408'OAK TREE, 2.3 FEET EAST-NORTHEAST OF
 GA2408'A METAL WITNESS POST AND SIGN,
 GA2408'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 GA2408'STANDARD DISK
 GA2408'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2408'DISK IS STAMPED
 GA2408'VOL NO 1 1961.
 GA2408'
 GA2408'REFERENCE MARK NO. 2 IS 30 FEET NORTHEAST OF A 24-INCH WHITE OAK
 GA2408'TREE, 14 FEET
 GA2408'NORTHWEST OF AN 8-INCH ASH TREE, AND ON THE NORTHWEST
 GA2408'SLOPE OF THE HILL ABOUT 3 FEET
 GA2408'BELOW THE STATION ELEVATION.  IT IS A
 GA2408'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 GA2408'OF A LEDGE OF
 GA2408'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4 FEET ON THE NORTH SIDE AND
 GA2408'THE DISK IS
 GA2408'STAMPED VOL NO 2 1961.
 GA2408'
 GA2408'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2408'REFERENCE MARK NO.
 GA2408'2 IS 105.76 FEET - 32.235 METERS.
 GA2408'
 GA2408'TRAVERSE STATION BRIDGE 1961 FORMERLY USED AS THE AZIMUTH MARK FOR
 GA2408'THIS STATION IS
 GA2408'NOW OBSTRUCTED BY DENSE WOODS.  TRAVERSE STATION
 GA2408'HOLSTON 2 1971 WILL NOW SERVE AS
 GA2408'AN AZIMUTH MARK.
 GA2408'
 GA2408'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GA2408
 GA2408                          STATION RECOVERY (1971)
 GA2408
 GA2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GA2408'1 MI E FROM KNOXVILLE.
 GA2408'THIS MARK WAS RECOVERED IN GOOD CONDITION.  FROM THE CHILHOWEE
 GA2408'SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO EASTERLY ALONG U.S.
 GA2408'HIGHWAYS 11E, 25W AND 70 FOR 0.85 OF A MILE TO A DIM TRACK ROAD
 GA2408'LEADING NORTH.  *HERE GO NORTH ON THE TRACK ROAD FOR 0.25 OF A
 GA2408'MILE TO A DIM WOODS ROAD LEFT, TURN LEFT ON THE DIM WOODS ROAD
 GA2408'AND GO NORTHWESTERLY FOR 0.1 OF A MILE TO A DIM FORK, TAKE LEFT
 GA2408'FORK AND GO WESTERLY 0.05 OF A MILE TO THE TOP OF THE WOODED
 GA2408'HILL AND THE VOL 1961 TRAVERSE STATION SITE.  THE MARK IS 82.08
 GA2408'FEET NORTHEAST OF VOL R.M. 1, 66.86 FEET SOUTHEAST OF VOL R.M.
 GA2408'2, 25.5 FEET WEST OF A 16-INCH, TRIANGLE BLAZED BEECH TREE, 21
 GA2408'FEET SOUTH-SOUTHWEST OF AN 8-INCH, TRIANGLE BLAZED ASH TREE,
 GA2408'14 FEET NORTH OF A 14-INCH, TRIANGLE BLAZED OAK TREE, 2.8 FEET
 GA2408'SOUTH OF A METAL WITNESS POST AND SIGN, AND NEAR THE CENTER OF
 GA2408'THE DIM TRACK ROAD.  IT IS A STANDARD TRAVERSE STATION DISK SET IN
 GA2408'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2408'IS STAMPED VOL 1961.  *A FOUR-WHEEL DRIVE VEHICLE WILL BE
 GA2408'REQUIRED TO DRIVE TO THE MARK FROM THIS POINT.  THE TO-REACH
 GA2408'FOR THE STATION IN THE RECOVERY NOTE FOR VOL 1961 CAN BE DRIVEN
 GA2408'IN STANDARD EQUIPMENT.
 GA2408
 GA2408                          STATION RECOVERY (1972)
 GA2408
 GA2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA2408'THE STATION AND ALL MARKS WERE RECOVERED EXACTLY AS DESCRIBED IN THE
 GA2408'1971 RECOVERY NOTE
 GA2408'FOR THE STATION.
 GA2408'
 GA2408'THE STATION WAS OCCUPIED ONLY FOR THE PURPOSE OF ESTABLISHING NEW
 GA2408'TRAVERSE STATION
 GA2408'HOLSTON 3 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1808 ***********************************************************************
 FC1808  DESIGNATION -  VOL
 FC1808  PID         -  FC1808
 FC1808  STATE/COUNTY-  TN/MORGAN
 FC1808  USGS QUAD   -  HARRIMAN (1980)
 FC1808
 FC1808                         *CURRENT SURVEY CONTROL
 FC1808  ___________________________________________________________________
 FC1808* NAD 83(1995)-  35 58 20.03544(N)    084 32 08.10602(W)     ADJUSTED  
 FC1808* NAVD 88     -       482.3    (meters)    1582.     (feet)  VERTCON   
 FC1808  ___________________________________________________________________
 FC1808  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 FC1808  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC1808
 FC1808  HORZ ORDER  -  SECOND
 FC1808
 FC1808.The horizontal coordinates were established by classical geodetic methods
 FC1808.and adjusted by the National Geodetic Survey in April 1999..
 FC1808
 FC1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1808
 FC1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1808
 FC1808.The geoid height was determined by GEOID03.
 FC1808
 FC1808;                    North         East     Units Scale Factor Converg.
 FC1808;SPC TN       -   182,822.623   732,071.967   MT  0.99995130   +0 51 26.4
 FC1808;SPC TN       -   599,810.56  2,401,806.11   sFT  0.99995130   +0 51 26.4
 FC1808;UTM  16      - 3,983,676.686   722,211.123   MT  1.00020847   +1 26 53.4
 FC1808
 FC1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1808!SPC TN       -   0.99992902  x   0.99995130  =   0.99988032
 FC1808!UTM  16      -   0.99992902  x   1.00020847  =   1.00013747
 FC1808
 FC1808:                Primary Azimuth Mark                     Grid Az
 FC1808:SPC TN       -  COOPER                                   013 07 39.9
 FC1808:UTM  16      -  COOPER                                   012 32 12.9
 FC1808
 FC1808|---------------------------------------------------------------------|
 FC1808| PID    Reference Object                     Distance      Geod. Az  |
 FC1808|                                                           dddmmss.s |
 FC1808| GB2600 COOPER                              APPROX. 3.8 KM 0135906.3 |
 FC1808| CZ4634 VOL RM 1                             17.439 METERS 15944     |
 FC1808| CZ4635 VOL RM 2                             19.053 METERS 34535     |
 FC1808|---------------------------------------------------------------------|
 FC1808
 FC1808                          SUPERSEDED SURVEY CONTROL
 FC1808
 FC1808  NAD 83(1995)-  35 58 20.04353(N)    084 32 08.10557(W) AD(       ) 2
 FC1808  NAD 83(1986)-  35 58 20.04831(N)    084 32 08.10374(W) AD(       ) 2
 FC1808  NAD 27      -  35 58 19.77464(N)    084 32 08.33530(W) AD(       ) 2
 FC1808  NGVD 29 (07/19/86)  482.4    (m)         1583.     (f) VERT ANG       
 FC1808
 FC1808.Superseded values are not recommended for survey control.
 FC1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1808.See file dsdata.txt to determine how the superseded data were derived.
 FC1808
 FC1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2221183677(NAD 83)
 FC1808_MARKER: DD = SURVEY DISK
 FC1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1808
 FC1808  HISTORY     - Date     Condition        Report By
 FC1808  HISTORY     - 1965     MONUMENTED       TNHD
 FC1808
 FC1808                          STATION DESCRIPTION
 FC1808
 FC1808'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC1808'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF HARRIMAN.
 FC1808'
 FC1808'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27 AND STATE
 FC1808'ROUTE 61 IN HARRIMAN, GO NORTH ON U. S.  HIGHWAY 27 FOR
 FC1808'6.2 MILES TO A GRAVELED ROAD ON THE RIGHT. TURN RIGHT AND GO EASTERLY
 FC1808'FOR 1.3 MILES TO A TRACK ROAD ON THE RIGHT. TURN RIGHT AND
 FC1808'GO 0.05 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE FOR 0.4 MILE TO
 FC1808'THE STATION.
 FC1808'
 FC1808'THE STATION IS 14 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK
 FC1808'ROAD, 9 FEET NORTHEAST OF A 4-INCH PINE TREE AND 1.3 FEET EAST
 FC1808'OF A METAL WITNESS POST WITH SIGN. THE SURFACE AND UNDERGROUND MARKS
 FC1808'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 FC1808'ARE STAMPED VOL 1965.
 FC1808'
 FC1808'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF A 4-INCH PINE TREE, 19 FEET
 FC1808'WEST OF A TWIN-TRUNKED HICKORY TREE AND 8 FEET EAST OF THE
 FC1808'APPROXIMATE CENTER OF A TRACK ROAD. IT IS A STANDARD TENNESSEE
 FC1808'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC1808'MONUMENT AND THE DISK IS STAMPED VOL RM-1 1965.
 FC1808'
 FC1808'REFERENCE MARK NO. 2 IS 16 FEET NORTHWEST OF A 12-INCH MAPLE TREE AND
 FC1808'15 FEET NORTH OF AN 8-INCH HICKORY TREE AND 5 FEET NORTHEAST OF THE
 FC1808'APPROXIMATE CENTER OF A TRACK ROAD. IT IS A STANDARD TENNESSEE
 FC1808'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC1808'MONUMENT AND THE DISK IS STAMPED VOL RM-2 1965.
 FC1808'
 FC1808'THE MEAD CORPORATION STACK SERVED AS THE AZIMUTH. IT IS A ROUND,
 FC1808'WHITE, CONCRETE STRUCTURE AND ABOUT 120 FEET HIGH. THE
 FC1808'POINT INTERSECTED WAS THE TOP AND MIDDLE OF THE STACK. IT IS PAINTED
 FC1808'BLACK AT THE TOP.
 FC1808'
 FC1808'TO REACH THE MEAD CORPORATION FROM THE POST OFFICE IN HARRIMAN, GO
 FC1808'WEST 0.15 MILE ON ROANE STREET TO THE INTERSECTION OF
 FC1808'MORGAN STREET. TURN LEFT, ON MORGAN STREET AND GO 0.4 MILE SOUTH TO
 FC1808'THE INTERSECTION OF CLIFTY STREET. TURN LEFT AND GO 0.05
 FC1808'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO THE MEAD
 FC1808'CORPORATION AND THE STACK ON THE RIGHT.
 FC1808'
 FC1808'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FC1808'
 FC1808'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2407 ***********************************************************************
 GA2407  DESIGNATION -  VOL RM 1
 GA2407  PID         -  GA2407
 GA2407  STATE/COUNTY-  TN/KNOX
 GA2407  USGS QUAD   -  JOHN SEVIER (1992)
 GA2407
 GA2407                         *CURRENT SURVEY CONTROL
 GA2407  ___________________________________________________________________
 GA2407* NAD 83(1986)-  36 00 47.     (N)    083 50 14.     (W)     SCALED    
 GA2407* NAVD 88     -       304.684  (meters)     999.62   (feet)  ADJUSTED  
 GA2407  ___________________________________________________________________
 GA2407  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2407  DYNAMIC HT  -         304.405 (meters)     998.70  (feet)  COMP
 GA2407  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2407
 GA2407  VERT ORDER  -  SECOND    CLASS 0
 GA2407
 GA2407.The horizontal coordinates were scaled from a topographic map and have
 GA2407.an estimated accuracy of +/- 6 seconds.
 GA2407
 GA2407.The orthometric height was determined by differential leveling
 GA2407.and adjusted by the National Geodetic Survey in June 1991..
 GA2407
 GA2407.The geoid height was determined by GEOID03.
 GA2407
 GA2407.The dynamic height is computed by dividing the NAVD 88
 GA2407.geopotential number by the normal gravity value computed on the
 GA2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2407.degrees latitude (g = 980.6199 gals.).
 GA2407
 GA2407.The modeled gravity was interpolated from observed gravity values.
 GA2407
 GA2407;                    North         East    Units  Estimated Accuracy
 GA2407;SPC TN       -   188,520.      794,950.      MT  (+/- 180 meters Scaled)
 GA2407
 GA2407                          SUPERSEDED SURVEY CONTROL
 GA2407
 GA2407  NGVD 29 (??/??/92)  304.823  (m)         1000.07   (f) ADJ UNCH    2 0
 GA2407
 GA2407.Superseded values are not recommended for survey control.
 GA2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2407.See file dsdata.txt to determine how the superseded data were derived.
 GA2407
 GA2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV442891(NAD 83)
 GA2407_MARKER: DR = REFERENCE MARK DISK
 GA2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2407_STAMPING: VOL NO 1 1961
 GA2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2407+STABILITY: SURFACE MOTION
 GA2407
 GA2407  HISTORY     - Date     Condition        Report By
 GA2407  HISTORY     - 1961     MONUMENTED       CGS
 GA2407  HISTORY     - 1971     GOOD             NGS
 GA2407
 GA2407                          STATION DESCRIPTION
 GA2407
 GA2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GA2407'1 MI E FROM KNOXVILLE.
 GA2407'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE VOL
 GA2407'1961 TRAVERSE STATION SITE, 105.76 FEET SOUTH-SOUTHWEST OF VOL
 GA2407'R.M. 2, 82.08 FEET SOUTHWEST OF VOL 1961, 32 FEET WEST OF A
 GA2407'36-INCH, TWIN TRUNKED TULIP POLAR TREE, 18 FEET EAST OF A
 GA2407'24-INCH, TRIANGLE BLAZED WHITE OAK TREE, AND 2.3 FEET
 GA2407'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA2407'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA2407'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED VOL NO 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2409 ***********************************************************************
 GA2409  DESIGNATION -  VOL RM 2
 GA2409  PID         -  GA2409
 GA2409  STATE/COUNTY-  TN/KNOX
 GA2409  USGS QUAD   -  JOHN SEVIER (1992)
 GA2409
 GA2409                         *CURRENT SURVEY CONTROL
 GA2409  ___________________________________________________________________
 GA2409* NAD 83(1986)-  36 00 47.     (N)    083 50 14.     (W)     SCALED    
 GA2409* NAVD 88     -       301.787  (meters)     990.11   (feet)  ADJUSTED  
 GA2409  ___________________________________________________________________
 GA2409  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2409  DYNAMIC HT  -         301.510 (meters)     989.20  (feet)  COMP
 GA2409  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2409
 GA2409  VERT ORDER  -  SECOND    CLASS 0
 GA2409
 GA2409.The horizontal coordinates were scaled from a topographic map and have
 GA2409.an estimated accuracy of +/- 6 seconds.
 GA2409
 GA2409.The orthometric height was determined by differential leveling
 GA2409.and adjusted by the National Geodetic Survey in June 1991..
 GA2409
 GA2409.The geoid height was determined by GEOID03.
 GA2409
 GA2409.The dynamic height is computed by dividing the NAVD 88
 GA2409.geopotential number by the normal gravity value computed on the
 GA2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2409.degrees latitude (g = 980.6199 gals.).
 GA2409
 GA2409.The modeled gravity was interpolated from observed gravity values.
 GA2409
 GA2409;                    North         East    Units  Estimated Accuracy
 GA2409;SPC TN       -   188,520.      794,950.      MT  (+/- 180 meters Scaled)
 GA2409
 GA2409                          SUPERSEDED SURVEY CONTROL
 GA2409
 GA2409  NGVD 29 (??/??/92)  301.926  (m)          990.57   (f) ADJ UNCH    2 0
 GA2409
 GA2409.Superseded values are not recommended for survey control.
 GA2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2409.See file dsdata.txt to determine how the superseded data were derived.
 GA2409
 GA2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV442891(NAD 83)
 GA2409_MARKER: DR = REFERENCE MARK DISK
 GA2409_SETTING: 66 = SET IN ROCK OUTCROP
 GA2409_SP_SET: SET IN ROCK OUTCROP
 GA2409_STAMPING: VOL NO 2 1961
 GA2409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2409+STABILITY: POSITION/ELEVATION WELL
 GA2409
 GA2409  HISTORY     - Date     Condition        Report By
 GA2409  HISTORY     - 1961     MONUMENTED       CGS
 GA2409  HISTORY     - 1971     GOOD             NGS
 GA2409
 GA2409                          STATION DESCRIPTION
 GA2409
 GA2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GA2409'1 MI E FROM KNOXVILLE.
 GA2409'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE VOL
 GA2409'1961 TRAVERSE STATION SITE, 105.76 FEET NORTH-NORTHEAST OF VOL
 GA2409'R.M. 1, 66.86 FEET NORTHWEST OF VOL 1961, 30 FEET NORTHEAST
 GA2409'OF A 24-INCH WHITE OAK TREE, 14 FEET NORTHWEST OF AN 8-INCH ASH
 GA2409'TREE, AND ON THE NORTHWEST SLOPE OF A HILL.  IT IS A STANDARD
 GA2409'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 GA2409'LEDGE OF OUT-CROPPING BEDROCK THAT PROJECTS ABOUT 4 FEET ON THE
 GA2409'NORTH SIDE AND THE DISK IS STAMPED VOL NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1809 ***********************************************************************
 FC1809  DESIGNATION -  VOYLES
 FC1809  PID         -  FC1809
 FC1809  STATE/COUNTY-  TN/MORGAN
 FC1809  USGS QUAD   -  HARRIMAN (1980)
 FC1809
 FC1809                         *CURRENT SURVEY CONTROL
 FC1809  ___________________________________________________________________
 FC1809* NAD 83(1995)-  35 58 03.58343(N)    084 33 39.94414(W)     ADJUSTED  
 FC1809* NAVD 88     -       391.7    (meters)    1285.     (feet)  VERTCON   
 FC1809  ___________________________________________________________________
 FC1809  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 FC1809  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1809
 FC1809  HORZ ORDER  -  SECOND
 FC1809
 FC1809.The horizontal coordinates were established by classical geodetic methods
 FC1809.and adjusted by the National Geodetic Survey in April 1999..
 FC1809
 FC1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1809
 FC1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1809
 FC1809.The geoid height was determined by GEOID03.
 FC1809
 FC1809;                    North         East     Units Scale Factor Converg.
 FC1809;SPC TN       -   182,281.496   729,778.852   MT  0.99995111   +0 50 32.6
 FC1809;SPC TN       -   598,035.21  2,394,282.78   sFT  0.99995111   +0 50 32.6
 FC1809;UTM  16      - 3,983,111.804   719,923.135   MT  1.00019600   +1 25 58.8
 FC1809
 FC1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1809!SPC TN       -   0.99994323  x   0.99995111  =   0.99989434
 FC1809!UTM  16      -   0.99994323  x   1.00019600  =   1.00013922
 FC1809
 FC1809|---------------------------------------------------------------------|
 FC1809| PID    Reference Object                     Distance      Geod. Az  |
 FC1809|                                                           dddmmss.s |
 FC1809| CZ4637 VOYLES RM 1                          20.403 METERS 11815     |
 FC1809| FC1810 WILD                                APPROX. 4.7 KM 1834246.0 |
 FC1809| CZ4636 VOYLES AZ MK                                       2224154.3 |
 FC1809| CZ4638 VOYLES RM 2                          21.002 METERS 25716     |
 FC1809|---------------------------------------------------------------------|
 FC1809
 FC1809                          SUPERSEDED SURVEY CONTROL
 FC1809
 FC1809  NAD 83(1995)-  35 58 03.59149(N)    084 33 39.94373(W) AD(       ) 2
 FC1809  NAD 83(1986)-  35 58 03.59672(N)    084 33 39.94191(W) AD(       ) 2
 FC1809  NAD 27      -  35 58 03.32559(N)    084 33 40.17198(W) AD(       ) 2
 FC1809  NGVD 29 (07/19/86)  391.8    (m)         1285.     (f) VERT ANG       
 FC1809
 FC1809.Superseded values are not recommended for survey control.
 FC1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1809.See file dsdata.txt to determine how the superseded data were derived.
 FC1809
 FC1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1992383112(NAD 83)
 FC1809_MARKER: DD = SURVEY DISK
 FC1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1809
 FC1809  HISTORY     - Date     Condition        Report By
 FC1809  HISTORY     - 1965     MONUMENTED       TNHD
 FC1809
 FC1809                          STATION DESCRIPTION
 FC1809
 FC1809'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC1809'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF HARRIMAN.
 FC1809'
 FC1809'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27 AND STATE
 FC1809'ROUTE 61 IN HARRIMAN, GO NORTH ON U. S.  HIGHWAY 27 FOR
 FC1809'3.1 MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT AND GO 0.25 MILE TO
 FC1809'A BLOCK HOUSE ON THE RIGHT.  FROM HERE, TURN LEFT, ACROSS AN
 FC1809'OPEN FIELD TO THE NORTH EDGE OF THE FIELD AND TO THE STATION
 FC1809'
 FC1809'THE STATION MARK IS 51 FEET NORTH OF THE NORTH EDGE OF THE FIELD, 20
 FC1809'FEET NORTHWEST OF AN 18-INCH HICKORY TREE, 12 FEET SOUTH OF
 FC1809'A 6-INCH PINE TREE AND 4.1 FEET SOUTH OF A WITNESS POST. THE SURFACE
 FC1809'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FC1809'DEPARTMENT DISKS AND THE DISKS ARE STAMPED VOYLES 1965. THE
 FC1809'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 FC1809'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC1809'THE DISK IS STAMPED VOYLES RM-1 1965.
 FC1809'
 FC1809'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE NORTH EDGE OF THE
 FC1809'CLEARED FIELD, 12 FEET NORTHEAST OF A 12-INCH PINE TREE AND 4 FEET
 FC1809'SOUTHEAST OF A 10-INCH HICKORY TREE. IT IS A STANDARD TENNESSEE
 FC1809'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE FLUSH, CONCRETE
 FC1809'MONUMENT AND THE DISK IS STAMPED VOYLES RM-1 1965.
 FC1809'
 FC1809'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE NORTH EDGE OF THE
 FC1809'CLEARED FIELD, 22 FEET NORTHWEST OF AN 18-INCH OAK TREE AND 12 FEET
 FC1809'EAST OF A 10-INCH PINE TREE. IT IS A STANDARD TENNESSEE HIGHWAY
 FC1809'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FC1809'AND THE DISK IS STAMPED VOYLES RM-2 1965.
 FC1809'
 FC1809'THE AZIMUTH MARK IS 14 FEET SOUTH OF A 10-INCH OAK TREE, 7 FEET NORTH
 FC1809'OF A 4-INCH HICKORY TREE, 2.1 FEET SOUTH OF A WITNESS POST AND
 FC1809'AT THE WEST EDGE OF THE CLEARED FIELD. IT IS A STANDARD TENNESSEE
 FC1809'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FC1809'CONCRETE MONUMENT AND THE DISK IS STAMPED VOYLES AZI 1965.
 FC1809'
 FC1809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.15 MILE SOUTHWEST
 FC1809'ACROSS THE CLEARED FIELD TO THE MARK.
 FC1809'
 FC1809'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FC1809'
 FC1809'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0467 ***********************************************************************
 FE0467  DESIGNATION -  VVVV 12
 FE0467  PID         -  FE0467
 FE0467  STATE/COUNTY-  TN/HARDEMAN
 FE0467  USGS QUAD   -  POCAHONTAS (1950)
 FE0467
 FE0467                         *CURRENT SURVEY CONTROL
 FE0467  ___________________________________________________________________
 FE0467* NAD 83(1986)-  35 03 14.     (N)    088 48 30.     (W)     SCALED    
 FE0467* NAVD 88     -       121.936  (meters)     400.05   (feet)  ADJUSTED  
 FE0467  ___________________________________________________________________
 FE0467  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0467  DYNAMIC HT  -         121.820 (meters)     399.67  (feet)  COMP
 FE0467  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FE0467
 FE0467  VERT ORDER  -  FIRST     CLASS II
 FE0467
 FE0467.The horizontal coordinates were scaled from a topographic map and have
 FE0467.an estimated accuracy of +/- 6 seconds.
 FE0467
 FE0467.The orthometric height was determined by differential leveling
 FE0467.and adjusted by the National Geodetic Survey in June 1991..
 FE0467.WARNING-Repeat measurements at this control monument indicate possible
 FE0467.vertical movement.
 FE0467
 FE0467.The geoid height was determined by GEOID03.
 FE0467
 FE0467.The dynamic height is computed by dividing the NAVD 88
 FE0467.geopotential number by the normal gravity value computed on the
 FE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0467.degrees latitude (g = 980.6199 gals.).
 FE0467
 FE0467.The modeled gravity was interpolated from observed gravity values.
 FE0467
 FE0467;                    North         East    Units  Estimated Accuracy
 FE0467;SPC TN       -    83,620.      343,830.      MT  (+/- 180 meters Scaled)
 FE0467
 FE0467                          SUPERSEDED SURVEY CONTROL
 FE0467
 FE0467  NGVD 29 (??/??/??)  121.914  (m)          399.98   (f) ADJUSTED    1 2
 FE0467
 FE0467.Superseded values are not recommended for survey control.
 FE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0467.See file dsdata.txt to determine how the superseded data were derived.
 FE0467
 FE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD350805(NAD 83)
 FE0467_MARKER: DB = BENCH MARK DISK
 FE0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0467_SP_SET: CONCRETE BASE
 FE0467_STAMPING: VVVV 12 1934
 FE0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0467
 FE0467  HISTORY     - Date     Condition        Report By
 FE0467  HISTORY     - 1934     MONUMENTED       CGS
 FE0467  HISTORY     - 1944     GOOD             CGS
 FE0467  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0467
 FE0467                          STATION DESCRIPTION
 FE0467
 FE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0467'0.2 MI W FROM POCAHONTAS.
 FE0467'0.2 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0467'POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL 477.7, 9.4 FEET
 FE0467'NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT ABOVE THE CENTERLINE
 FE0467'OF THE TRACK, AND SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST
 FE0467'CORNER OF THE CONCRETE BASE OF THE TOWER.  A STANDARD DISK,
 FE0467'STAMPED VVVV 12 1934.
 FE0467
 FE0467                          STATION RECOVERY (1983)
 FE0467
 FE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0467'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0152 ***********************************************************************
 FC0152  DESIGNATION -  W 10
 FC0152  PID         -  FC0152
 FC0152  STATE/COUNTY-  TN/BLOUNT
 FC0152  USGS QUAD   -  TALLASSEE (1985)
 FC0152
 FC0152                         *CURRENT SURVEY CONTROL
 FC0152  ___________________________________________________________________
 FC0152* NAD 83(1986)-  35 37 18.     (N)    084 02 17.     (W)     SCALED    
 FC0152* NAVD 88     -       277.976  (meters)     911.99   (feet)  ADJUSTED  
 FC0152  ___________________________________________________________________
 FC0152  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0152  DYNAMIC HT  -         277.711 (meters)     911.12  (feet)  COMP
 FC0152  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FC0152
 FC0152  VERT ORDER  -  FIRST     CLASS II
 FC0152
 FC0152.The horizontal coordinates were scaled from a topographic map and have
 FC0152.an estimated accuracy of +/- 6 seconds.
 FC0152
 FC0152.The orthometric height was determined by differential leveling
 FC0152.and adjusted by the National Geodetic Survey in June 1991..
 FC0152
 FC0152.The geoid height was determined by GEOID03.
 FC0152
 FC0152.The dynamic height is computed by dividing the NAVD 88
 FC0152.geopotential number by the normal gravity value computed on the
 FC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0152.degrees latitude (g = 980.6199 gals.).
 FC0152
 FC0152.The modeled gravity was interpolated from observed gravity values.
 FC0152
 FC0152;                    North         East    Units  Estimated Accuracy
 FC0152;SPC TN       -   144,720.      777,720.      MT  (+/- 180 meters Scaled)
 FC0152
 FC0152                          SUPERSEDED SURVEY CONTROL
 FC0152
 FC0152  NGVD 29 (??/??/92)  278.094  (m)          912.38   (f) ADJ UNCH    1 2
 FC0152
 FC0152.Superseded values are not recommended for survey control.
 FC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0152.See file dsdata.txt to determine how the superseded data were derived.
 FC0152
 FC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE682460(NAD 83)
 FC0152_MARKER: DB = BENCH MARK DISK
 FC0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0152_SP_SET: BRIDGE BALUSTRADE
 FC0152_STAMPING: 912.590 W 10 1932
 FC0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0152
 FC0152  HISTORY     - Date     Condition        Report By
 FC0152  HISTORY     - 1932     MONUMENTED       CGS
 FC0152  HISTORY     - 1934     GOOD             NGS
 FC0152  HISTORY     - 1983     GOOD             NGS
 FC0152
 FC0152                          STATION DESCRIPTION
 FC0152
 FC0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0152'1.4 MI S FROM MINT.
 FC0152'1.4 MILES SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FC0152'STATION AT MINT, BLOUNT COUNTY, 150 FEET EAST OF THE TRACK,
 FC0152'AT A CONCRETE HIGHWAY BRIDGE, IN THE WEST BALUSTRADE, AND 10
 FC0152'FEET FROM THE NORTH END OF THE BRIDGE.  A STANDARD DISK, STAMPED
 FC0152'912.590 W 10 1932.
 FC0152
 FC0152                          STATION RECOVERY (1983)
 FC0152
 FC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0481 ***********************************************************************
 GA0481  DESIGNATION -  W 100
 GA0481  PID         -  GA0481
 GA0481  STATE/COUNTY-  TN/WASHINGTON
 GA0481  USGS QUAD   -  BOONE DAM (1968)
 GA0481
 GA0481                         *CURRENT SURVEY CONTROL
 GA0481  ___________________________________________________________________
 GA0481* NAD 83(1986)-  36 22 36.     (N)    082 26 12.     (W)     SCALED    
 GA0481* NAVD 88     -       493.400  (meters)    1618.76   (feet)  ADJUSTED  
 GA0481  ___________________________________________________________________
 GA0481  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0481  DYNAMIC HT  -         492.936 (meters)    1617.24  (feet)  COMP
 GA0481  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA0481
 GA0481  VERT ORDER  -  SECOND    CLASS 0
 GA0481
 GA0481.The horizontal coordinates were scaled from a topographic map and have
 GA0481.an estimated accuracy of +/- 6 seconds.
 GA0481
 GA0481.The orthometric height was determined by differential leveling
 GA0481.and adjusted by the National Geodetic Survey in June 1991..
 GA0481
 GA0481.The geoid height was determined by GEOID03.
 GA0481
 GA0481.The dynamic height is computed by dividing the NAVD 88
 GA0481.geopotential number by the normal gravity value computed on the
 GA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0481.degrees latitude (g = 980.6199 gals.).
 GA0481
 GA0481.The modeled gravity was interpolated from observed gravity values.
 GA0481
 GA0481;                    North         East    Units  Estimated Accuracy
 GA0481;SPC TN       -   232,530.      919,680.      MT  (+/- 180 meters Scaled)
 GA0481
 GA0481                          SUPERSEDED SURVEY CONTROL
 GA0481
 GA0481  NGVD 29 (??/??/92)  493.546  (m)         1619.24   (f) ADJ UNCH    2 0
 GA0481
 GA0481.Superseded values are not recommended for survey control.
 GA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0481.See file dsdata.txt to determine how the superseded data were derived.
 GA0481
 GA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA711266(NAD 83)
 GA0481_MARKER: DB = BENCH MARK DISK
 GA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0481_STAMPING: W 100 1935
 GA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0481+STABILITY: SURFACE MOTION
 GA0481
 GA0481  HISTORY     - Date     Condition        Report By
 GA0481  HISTORY     - 1935     MONUMENTED       CGS
 GA0481
 GA0481                          STATION DESCRIPTION
 GA0481
 GA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0481'AT BOONE.
 GA0481'AT BOONE, WASHINGTON COUNTY, 22 YARDS SOUTH OF THE SOUTH END OF
 GA0481'THE CLINCHFIELD RAILROAD STATION, 29.7 FEET SOUTH OF THE CENTERLINE
 GA0481'OF COUNTY HIGHWAY 506, 50 FEET EAST OF THE EAST RAIL, AND LEVEL
 GA0481'WITH THE TRACK.  A STANDARD DISK, STAMPED W 100 1935 AND SET IN
 GA0481'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0508 ***********************************************************************
 GA0508  DESIGNATION -  W 101
 GA0508  PID         -  GA0508
 GA0508  STATE/COUNTY-  TN/SULLIVAN
 GA0508  USGS QUAD   -  BOONE DAM (1968)
 GA0508
 GA0508                         *CURRENT SURVEY CONTROL
 GA0508  ___________________________________________________________________
 GA0508* NAD 83(1986)-  36 27 47.     (N)    082 27 26.     (W)     SCALED    
 GA0508* NAVD 88     -       409.447  (meters)    1343.33   (feet)  ADJUSTED  
 GA0508  ___________________________________________________________________
 GA0508  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0508  DYNAMIC HT  -         409.066 (meters)    1342.08  (feet)  COMP
 GA0508  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA0508
 GA0508  VERT ORDER  -  SECOND    CLASS 0
 GA0508
 GA0508.The horizontal coordinates were scaled from a topographic map and have
 GA0508.an estimated accuracy of +/- 6 seconds.
 GA0508
 GA0508.The orthometric height was determined by differential leveling
 GA0508.and adjusted by the National Geodetic Survey in June 1991..
 GA0508
 GA0508.The geoid height was determined by GEOID03.
 GA0508
 GA0508.The dynamic height is computed by dividing the NAVD 88
 GA0508.geopotential number by the normal gravity value computed on the
 GA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0508.degrees latitude (g = 980.6199 gals.).
 GA0508
 GA0508.The modeled gravity was interpolated from observed gravity values.
 GA0508
 GA0508;                    North         East    Units  Estimated Accuracy
 GA0508;SPC TN       -   242,040.      917,490.      MT  (+/- 180 meters Scaled)
 GA0508
 GA0508                          SUPERSEDED SURVEY CONTROL
 GA0508
 GA0508  NGVD 29 (??/??/92)  409.585  (m)         1343.78   (f) ADJ UNCH    2 0
 GA0508
 GA0508.Superseded values are not recommended for survey control.
 GA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0508.See file dsdata.txt to determine how the superseded data were derived.
 GA0508
 GA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA694362(NAD 83)
 GA0508_MARKER: DB = BENCH MARK DISK
 GA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0508_STAMPING: W 101 1935
 GA0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0508+STABILITY: SURFACE MOTION
 GA0508
 GA0508  HISTORY     - Date     Condition        Report By
 GA0508  HISTORY     - 1935     MONUMENTED       CGS
 GA0508
 GA0508                          STATION DESCRIPTION
 GA0508
 GA0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0508'4.1 MI SW FROM HOLSTON.
 GA0508'4.1 MILES SOUTHWEST ALONG THE OLD BRISTOL ROAD FROM THE POST
 GA0508'OFFICE AT HOLSTON, SULLIVAN COUNTY, AT THE JUNCTION OF A PRIVATE
 GA0508'ROAD, 60 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, 10
 GA0508'FEET NORTH OF THE CENTERLINE OF THE OLD BRISTOL ROAD, AND LEVEL
 GA0508'WITH THE ROAD.  A STANDARD DISK, STAMPED W 101 1935 AND SET
 GA0508'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0182 ***********************************************************************
 GA0182  DESIGNATION -  W 102
 GA0182  PID         -  GA0182
 GA0182  STATE/COUNTY-  TN/SULLIVAN
 GA0182  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0182
 GA0182                         *CURRENT SURVEY CONTROL
 GA0182  ___________________________________________________________________
 GA0182* NAD 83(1986)-  36 34 20.     (N)    082 01 35.     (W)     SCALED    
 GA0182* NAVD 88     -       489.511  (meters)    1606.00   (feet)  ADJUSTED  
 GA0182  ___________________________________________________________________
 GA0182  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0182  DYNAMIC HT  -         489.055 (meters)    1604.51  (feet)  COMP
 GA0182  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 GA0182
 GA0182  VERT ORDER  -  SECOND    CLASS 0
 GA0182
 GA0182.The horizontal coordinates were scaled from a topographic map and have
 GA0182.an estimated accuracy of +/- 6 seconds.
 GA0182
 GA0182.The orthometric height was determined by differential leveling
 GA0182.and adjusted by the National Geodetic Survey in June 1991..
 GA0182
 GA0182.The geoid height was determined by GEOID03.
 GA0182
 GA0182.The dynamic height is computed by dividing the NAVD 88
 GA0182.geopotential number by the normal gravity value computed on the
 GA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0182.degrees latitude (g = 980.6199 gals.).
 GA0182
 GA0182.The modeled gravity was interpolated from observed gravity values.
 GA0182
 GA0182;                    North         East    Units  Estimated Accuracy
 GA0182;SPC TN       -   255,630.      955,580.      MT  (+/- 180 meters Scaled)
 GA0182
 GA0182                          SUPERSEDED SURVEY CONTROL
 GA0182
 GA0182  NGVD 29 (??/??/92)  489.621  (m)         1606.36   (f) ADJ UNCH    2 0
 GA0182
 GA0182.Superseded values are not recommended for survey control.
 GA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0182.See file dsdata.txt to determine how the superseded data were derived.
 GA0182
 GA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA081479(NAD 83)
 GA0182_MARKER: DB = BENCH MARK DISK
 GA0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0182_SP_SET: CULVERT
 GA0182_STAMPING: W 102 1935
 GA0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0182
 GA0182  HISTORY     - Date     Condition        Report By
 GA0182  HISTORY     - 1935     MONUMENTED       CGS
 GA0182
 GA0182                          STATION DESCRIPTION
 GA0182
 GA0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0182'3.5 MI E FROM HOLSTON VALLEY.
 GA0182'3.5 MILES EAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE AT
 GA0182'HOLSTON VALLEY, SULLIVAN COUNTY, 130 YARDS WEST OF THE ENTRANCE
 GA0182'TO THE A.R. ELDRETH RESIDENCE, AT A CONCRETE CULVERT OVER SPRING
 GA0182'BRANCH CREEK, IN THE TOP OF THE NORTH HEADWALL, 12.6 FEET NORTH
 GA0182'OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES LOWER THAN THE
 GA0182'HIGHWAY.  A STANDARD DISK, STAMPED W 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0975 ***********************************************************************
 FZ0975  DESIGNATION -  W 103
 FZ0975  PID         -  FZ0975
 FZ0975  STATE/COUNTY-  TN/JOHNSON
 FZ0975  USGS QUAD   -  DOE (1969)
 FZ0975
 FZ0975                         *CURRENT SURVEY CONTROL
 FZ0975  ___________________________________________________________________
 FZ0975* NAD 83(1986)-  36 22 32.     (N)    081 56 13.     (W)     SCALED    
 FZ0975* NAVD 88     -       593.822  (meters)    1948.23   (feet)  ADJUSTED  
 FZ0975  ___________________________________________________________________
 FZ0975  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ0975  DYNAMIC HT  -         593.228 (meters)    1946.28  (feet)  COMP
 FZ0975  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 FZ0975
 FZ0975  VERT ORDER  -  SECOND    CLASS 0
 FZ0975
 FZ0975.The horizontal coordinates were scaled from a topographic map and have
 FZ0975.an estimated accuracy of +/- 6 seconds.
 FZ0975
 FZ0975.The orthometric height was determined by differential leveling
 FZ0975.and adjusted by the National Geodetic Survey in June 1991..
 FZ0975
 FZ0975.The geoid height was determined by GEOID03.
 FZ0975
 FZ0975.The dynamic height is computed by dividing the NAVD 88
 FZ0975.geopotential number by the normal gravity value computed on the
 FZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0975.degrees latitude (g = 980.6199 gals.).
 FZ0975
 FZ0975.The modeled gravity was interpolated from observed gravity values.
 FZ0975
 FZ0975;                    North         East    Units  Estimated Accuracy
 FZ0975;SPC TN       -   234,150.      964,490.      MT  (+/- 180 meters Scaled)
 FZ0975
 FZ0975                          SUPERSEDED SURVEY CONTROL
 FZ0975
 FZ0975  NGVD 29 (??/??/92)  593.911  (m)         1948.52   (f) ADJ UNCH    2 0
 FZ0975
 FZ0975.Superseded values are not recommended for survey control.
 FZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0975.See file dsdata.txt to determine how the superseded data were derived.
 FZ0975
 FZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA159260(NAD 83)
 FZ0975_MARKER: DB = BENCH MARK DISK
 FZ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0975_STAMPING: W 103 1935
 FZ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0975+STABILITY: SURFACE MOTION
 FZ0975
 FZ0975  HISTORY     - Date     Condition        Report By
 FZ0975  HISTORY     - 1935     MONUMENTED       CGS
 FZ0975  HISTORY     - 1935     GOOD             NGS
 FZ0975
 FZ0975                          STATION DESCRIPTION
 FZ0975
 FZ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0975'AT DOEVILLE POST OFFICE.
 FZ0975'AT DOEVILLE POST OFFICE (DOE STATION), JOHNSON COUNTY, 21 YARDS
 FZ0975'NORTH OF THE I.S. GRINDSTAFF STORE, 50 FEET NORTH OF THE NORTH
 FZ0975'CORNER OF THE BAPTIST CHURCH, 30 FEET EAST OF THE CENTERLINE OF
 FZ0975'THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED W
 FZ0975'103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FZ0975
 FZ0975                          STATION RECOVERY (1935)
 FZ0975
 FZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FZ0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1024 ***********************************************************************
 FZ1024  DESIGNATION -  W 104
 FZ1024  PID         -  FZ1024
 FZ1024  STATE/COUNTY-  TN/JOHNSON
 FZ1024  USGS QUAD   -  ELK MILLS (1994)
 FZ1024
 FZ1024                         *CURRENT SURVEY CONTROL
 FZ1024  ___________________________________________________________________
 FZ1024* NAD 83(1986)-  36 18 39.     (N)    081 57 07.     (W)     SCALED    
 FZ1024* NAVD 88     -       580.78   (+/-2cm)    1905.4    (feet)  VERTCON   
 FZ1024  ___________________________________________________________________
 FZ1024  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ1024
 FZ1024  VERT ORDER  -  ? (See Below)
 FZ1024
 FZ1024.The horizontal coordinates were scaled from a topographic map and have
 FZ1024.an estimated accuracy of +/- 6 seconds.
 FZ1024
 FZ1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1024.The vertical order pertains to the NGVD 29 superseded value.
 FZ1024
 FZ1024.The geoid height was determined by GEOID03.
 FZ1024
 FZ1024;                    North         East    Units  Estimated Accuracy
 FZ1024;SPC TN       -   226,920.      963,440.      MT  (+/- 180 meters Scaled)
 FZ1024
 FZ1024                          SUPERSEDED SURVEY CONTROL
 FZ1024
 FZ1024  NGVD 29 (??/??/92)  580.894  (m)         1905.82   (f) ADJ UNCH    ?  
 FZ1024
 FZ1024.Superseded values are not recommended for survey control.
 FZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1024.See file dsdata.txt to determine how the superseded data were derived.
 FZ1024
 FZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA145188(NAD 83)
 FZ1024_MARKER: DB = BENCH MARK DISK
 FZ1024_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1024_SP_SET: ROCK OUTCROP
 FZ1024_STAMPING: W 104 1935
 FZ1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1024+STABILITY: POSITION/ELEVATION WELL
 FZ1024
 FZ1024  HISTORY     - Date     Condition        Report By
 FZ1024  HISTORY     - 1935     MONUMENTED       CGS
 FZ1024
 FZ1024                          STATION DESCRIPTION
 FZ1024
 FZ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1024'0.3 MI E FROM DUGGER BRIDGE.
 FZ1024'0.3 MILE EAST ALONG THE GREGG BRANCH COUNTY ROAD FROM DUGGER
 FZ1024'BRIDGE, JOHNSON COUNTY, ON THE CAROLYN ISAACS PROPERTY, 325
 FZ1024'FEET SOUTH OF A TWO-STORY FARMHOUSE, 200 FEET NORTHEAST OF
 FZ1024'ANOTHER TWO-STORY FARMHOUSE, 150 FEET EAST OF A DIRT-ROAD
 FZ1024'JUNCTION, 75 FEET EAST OF A FORK, 41.6 FEET NORTH OF A ONE-STORY
 FZ1024'HOG HOUSE, ON THE RIGHT BANK OF GREGG BRANCH, AT THE TOE OF
 FZ1024'A SLOPE IN THE HOG HOUSE LOT, AND IN A ROCK OUTCROP.  A
 FZ1024'STANDARD DISK, STAMPED W 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0813 ***********************************************************************
 GA0813  DESIGNATION -  W 105
 GA0813  PID         -  GA0813
 GA0813  STATE/COUNTY-  TN/GREENE
 GA0813  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0813
 GA0813                         *CURRENT SURVEY CONTROL
 GA0813  ___________________________________________________________________
 GA0813* NAD 83(1986)-  36 20 47.     (N)    082 40 39.     (W)     SCALED    
 GA0813* NAVD 88     -       502.304  (meters)    1647.98   (feet)  ADJUSTED  
 GA0813  ___________________________________________________________________
 GA0813  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0813  DYNAMIC HT  -         501.829 (meters)    1646.42  (feet)  COMP
 GA0813  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 GA0813
 GA0813  VERT ORDER  -  SECOND    CLASS 0
 GA0813
 GA0813.The horizontal coordinates were scaled from a topographic map and have
 GA0813.an estimated accuracy of +/- 6 seconds.
 GA0813
 GA0813.The orthometric height was determined by differential leveling
 GA0813.and adjusted by the National Geodetic Survey in June 1991..
 GA0813
 GA0813.The geoid height was determined by GEOID03.
 GA0813
 GA0813.The dynamic height is computed by dividing the NAVD 88
 GA0813.geopotential number by the normal gravity value computed on the
 GA0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0813.degrees latitude (g = 980.6199 gals.).
 GA0813
 GA0813.The modeled gravity was interpolated from observed gravity values.
 GA0813
 GA0813;                    North         East    Units  Estimated Accuracy
 GA0813;SPC TN       -   228,410.      898,190.      MT  (+/- 180 meters Scaled)
 GA0813
 GA0813                          SUPERSEDED SURVEY CONTROL
 GA0813
 GA0813  NGVD 29 (??/??/92)  502.445  (m)         1648.44   (f) ADJ UNCH    2 0
 GA0813
 GA0813.Superseded values are not recommended for survey control.
 GA0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0813.See file dsdata.txt to determine how the superseded data were derived.
 GA0813
 GA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA494236(NAD 83)
 GA0813_MARKER: DB = BENCH MARK DISK
 GA0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0813_STAMPING: W 105 1935
 GA0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0813+STABILITY: SURFACE MOTION
 GA0813
 GA0813  HISTORY     - Date     Condition        Report By
 GA0813  HISTORY     - 1935     MONUMENTED       CGS
 GA0813
 GA0813                          STATION DESCRIPTION
 GA0813
 GA0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0813'7.5 MI SW FROM FALL BRANCH.
 GA0813'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81 FROM
 GA0813'FALL BRANCH, WASHINGTON COUNTY, THENCE 4.3 MILES SOUTHWEST ALONG
 GA0813'STATE HIGHWAY 93, 16 YARDS WEST OF THE CENTERLINE OF A CROSS ROAD,
 GA0813'12 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST
 GA0813'OF A TENNESSEE STATE RIGHT OF WAY MARKER, AND 4 FEET HIGHER THAN
 GA0813'THE HIGHWAY.  A STANDARD DISK, STAMPED W 105 1935 AND SET IN
 GA0813'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0884 ***********************************************************************
 GA0884  DESIGNATION -  W 106
 GA0884  PID         -  GA0884
 GA0884  STATE/COUNTY-  TN/GREENE
 GA0884  USGS QUAD   -  BAILEYTON (1971)
 GA0884
 GA0884                         *CURRENT SURVEY CONTROL
 GA0884  ___________________________________________________________________
 GA0884* NAD 83(1986)-  36 16 32.     (N)    082 48 31.     (W)     SCALED    
 GA0884* NAVD 88     -       410.076  (meters)    1345.39   (feet)  ADJUSTED  
 GA0884  ___________________________________________________________________
 GA0884  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0884  DYNAMIC HT  -         409.694 (meters)    1344.14  (feet)  COMP
 GA0884  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0884
 GA0884  VERT ORDER  -  SECOND    CLASS 0
 GA0884
 GA0884.The horizontal coordinates were scaled from a topographic map and have
 GA0884.an estimated accuracy of +/- 6 seconds.
 GA0884
 GA0884.The orthometric height was determined by differential leveling
 GA0884.and adjusted by the National Geodetic Survey in June 1991..
 GA0884
 GA0884.The geoid height was determined by GEOID03.
 GA0884
 GA0884.The dynamic height is computed by dividing the NAVD 88
 GA0884.geopotential number by the normal gravity value computed on the
 GA0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0884.degrees latitude (g = 980.6199 gals.).
 GA0884
 GA0884.The modeled gravity was interpolated from observed gravity values.
 GA0884
 GA0884;                    North         East    Units  Estimated Accuracy
 GA0884;SPC TN       -   220,170.      886,690.      MT  (+/- 180 meters Scaled)
 GA0884
 GA0884                          SUPERSEDED SURVEY CONTROL
 GA0884
 GA0884  NGVD 29 (??/??/92)  410.214  (m)         1345.84   (f) ADJ UNCH    2 0
 GA0884
 GA0884.Superseded values are not recommended for survey control.
 GA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0884.See file dsdata.txt to determine how the superseded data were derived.
 GA0884
 GA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA375160(NAD 83)
 GA0884_MARKER: DB = BENCH MARK DISK
 GA0884_SETTING: 66 = SET IN ROCK OUTCROP
 GA0884_SP_SET: ROCK OUTCROP
 GA0884_STAMPING: W 106 1935
 GA0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0884+STABILITY: POSITION/ELEVATION WELL
 GA0884
 GA0884  HISTORY     - Date     Condition        Report By
 GA0884  HISTORY     - 1935     MONUMENTED       CGS
 GA0884  HISTORY     - 1955     GOOD             TVA
 GA0884
 GA0884                          STATION DESCRIPTION
 GA0884
 GA0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0884'2.3 MI SW FROM LOCUST SPRING.
 GA0884'2.3 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF
 GA0884'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE
 GA0884'JUNCTION OF A ROAD LEADING EAST, AT THE BUCK GASS PROPERTY, 125
 GA0884'YARDS NORTHEAST OF A LARGE BARN, 30 FEET SOUTHEAST OF THE CENTERLINE
 GA0884'OF THE ALBANY ROAD, 29 FEET SOUTH OF THE ROAD LEADING EAST,
 GA0884'IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE ROAD, 2.2 FEET
 GA0884'SOUTHEAST OF STEEL WITNESS POST, 41 FEET SOUTH OF THE CENTERLINE
 GA0884'OF JUNCTION OF HIGHWAY AND ROAD NORTHEAST AND 13.3 FEET NORTHEAST
 GA0884'OF NAIL IN BOTTLE CAP IN POWER POLE 148.  A STANDARD DISK, STAMPED
 GA0884'W 106 1935.
 GA0884
 GA0884                          STATION RECOVERY (1955)
 GA0884
 GA0884'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0247 ***********************************************************************
 GA0247  DESIGNATION -  W 108
 GA0247  PID         -  GA0247
 GA0247  STATE/COUNTY-  TN/SULLIVAN
 GA0247  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0247
 GA0247                         *CURRENT SURVEY CONTROL
 GA0247  ___________________________________________________________________
 GA0247* NAD 83(1986)-  36 34 58.     (N)    082 17 38.     (W)     SCALED    
 GA0247* NAVD 88     -       574.710  (meters)    1885.53   (feet)  ADJUSTED  
 GA0247  ___________________________________________________________________
 GA0247  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0247  DYNAMIC HT  -         574.176 (meters)    1883.78  (feet)  COMP
 GA0247  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 GA0247
 GA0247  VERT ORDER  -  SECOND    CLASS 0
 GA0247
 GA0247.The horizontal coordinates were scaled from a topographic map and have
 GA0247.an estimated accuracy of +/- 6 seconds.
 GA0247
 GA0247.The orthometric height was determined by differential leveling
 GA0247.and adjusted by the National Geodetic Survey in June 1991..
 GA0247
 GA0247.The geoid height was determined by GEOID03.
 GA0247
 GA0247.The dynamic height is computed by dividing the NAVD 88
 GA0247.geopotential number by the normal gravity value computed on the
 GA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0247.degrees latitude (g = 980.6199 gals.).
 GA0247
 GA0247.The modeled gravity was interpolated from observed gravity values.
 GA0247
 GA0247;                    North         East    Units  Estimated Accuracy
 GA0247;SPC TN       -   255,860.      931,610.      MT  (+/- 180 meters Scaled)
 GA0247
 GA0247                          SUPERSEDED SURVEY CONTROL
 GA0247
 GA0247  NGVD 29 (??/??/92)  574.848  (m)         1885.98   (f) ADJ UNCH    2 0
 GA0247
 GA0247.Superseded values are not recommended for survey control.
 GA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0247.See file dsdata.txt to determine how the superseded data were derived.
 GA0247
 GA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA842493(NAD 83)
 GA0247_MARKER: DB = BENCH MARK DISK
 GA0247_SETTING: 66 = SET IN ROCK OUTCROP
 GA0247_SP_SET: ROCK OUTCROP
 GA0247_STAMPING: W 108 1935
 GA0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0247+STABILITY: POSITION/ELEVATION WELL
 GA0247
 GA0247  HISTORY     - Date     Condition        Report By
 GA0247  HISTORY     - 1935     MONUMENTED       CGS
 GA0247  HISTORY     - 1959     GOOD             TVA
 GA0247
 GA0247                          STATION DESCRIPTION
 GA0247
 GA0247'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0247'AT BRISTOL.
 GA0247'IN SULLIVAN COUNTY TENNESSEE, 1.6 MILES NORTHWEST ALONG U.S.
 GA0247'HIGHWAY 58 FROM THE CITY LIMITS AT BRISTOL, WASHINGTON COUNTY,
 GA0247'VIRGINIA, THENCE 4.3 MILES SOUTHWEST ALONG THE MILL POINT ROAD,
 GA0247'0.1 MILE EAST OF THE R.M. CROWE RESIDENCE, 15.8 FEET EAST OF THE
 GA0247'CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, AND 3 FEET
 GA0247'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED W 108 1935.
 GA0247'NOTE-- THE MARK MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 GA0247'11 W AND 58 AT THE WEST END OF STATE STREET IN BRISTOL BY
 GA0247'GOING WEST ON U.S. HIGHWAY 11 W (NEW) 4.5 MILES THENCE TO THE
 GA0247'LEFT ON COUNTY GRAVEL ROAD FOR 1.0 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0500 ***********************************************************************
 GA0500  DESIGNATION -  W 109
 GA0500  PID         -  GA0500
 GA0500  STATE/COUNTY-  TN/SULLIVAN
 GA0500  USGS QUAD   -  KEENBURG (1960)
 GA0500
 GA0500                         *CURRENT SURVEY CONTROL
 GA0500  ___________________________________________________________________
 GA0500* NAD 83(1986)-  36 29 11.     (N)    082 10 09.     (W)     SCALED    
 GA0500* NAVD 88     -       493.604  (meters)    1619.43   (feet)  ADJUSTED  
 GA0500  ___________________________________________________________________
 GA0500  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0500  DYNAMIC HT  -         493.148 (meters)    1617.94  (feet)  COMP
 GA0500  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GA0500
 GA0500  VERT ORDER  -  SECOND    CLASS 0
 GA0500
 GA0500.The horizontal coordinates were scaled from a topographic map and have
 GA0500.an estimated accuracy of +/- 6 seconds.
 GA0500
 GA0500.The orthometric height was determined by differential leveling
 GA0500.and adjusted by the National Geodetic Survey in June 1991..
 GA0500
 GA0500.The geoid height was determined by GEOID03.
 GA0500
 GA0500.The dynamic height is computed by dividing the NAVD 88
 GA0500.geopotential number by the normal gravity value computed on the
 GA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0500.degrees latitude (g = 980.6199 gals.).
 GA0500
 GA0500.The modeled gravity was interpolated from observed gravity values.
 GA0500
 GA0500;                    North         East    Units  Estimated Accuracy
 GA0500;SPC TN       -   245,600.      943,190.      MT  (+/- 180 meters Scaled)
 GA0500
 GA0500                          SUPERSEDED SURVEY CONTROL
 GA0500
 GA0500  NGVD 29 (??/??/92)  493.737  (m)         1619.87   (f) ADJ UNCH    2 0
 GA0500
 GA0500.Superseded values are not recommended for survey control.
 GA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0500.See file dsdata.txt to determine how the superseded data were derived.
 GA0500
 GA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA952385(NAD 83)
 GA0500_MARKER: DB = BENCH MARK DISK
 GA0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0500_STAMPING: W 109 1935
 GA0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0500+STABILITY: SURFACE MOTION
 GA0500
 GA0500  HISTORY     - Date     Condition        Report By
 GA0500  HISTORY     - 1935     MONUMENTED       CGS
 GA0500  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA0500
 GA0500                          STATION DESCRIPTION
 GA0500
 GA0500'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0500'1.2 MI NE FROM CEDAR GROVE.
 GA0500'1.2 MILES NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM THE
 GA0500'GENERAL STORE AT CEDAR GROVE, SULLIVAN, 100 YARDS WEST OF THE
 GA0500'S.W. RHEA HOUSE, 50 YARDS WEST OF THE GATE AND DRIVEWAY TO THE
 GA0500'BARN, 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4.5 FEET EAST
 GA0500'OF A POLE, 1 FOOT NORTH OF A FENCE LINE, AND 1-1/2 FEET LOWER
 GA0500'THAN THE ROAD.  A STANDARD DISK, STAMPED W 109 1935 AND SET IN
 GA0500'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0404 ***********************************************************************
 GA0404  DESIGNATION -  W 11
 GA0404  PID         -  GA0404
 GA0404  STATE/COUNTY-  TN/CARTER
 GA0404  USGS QUAD   -  ELIZABETHTON (1968)
 GA0404
 GA0404                         *CURRENT SURVEY CONTROL
 GA0404  ___________________________________________________________________
 GA0404* NAD 83(1986)-  36 20 57.     (N)    082 13 00.     (W)     SCALED    
 GA0404* NAVD 88     -       465.807  (meters)    1528.24   (feet)  ADJUSTED  
 GA0404  ___________________________________________________________________
 GA0404  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0404  DYNAMIC HT  -         465.363 (meters)    1526.78  (feet)  COMP
 GA0404  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 GA0404
 GA0404  VERT ORDER  -  FIRST     CLASS II
 GA0404
 GA0404.The horizontal coordinates were scaled from a topographic map and have
 GA0404.an estimated accuracy of +/- 6 seconds.
 GA0404
 GA0404.The orthometric height was determined by differential leveling
 GA0404.and adjusted by the National Geodetic Survey in June 1991..
 GA0404
 GA0404.The geoid height was determined by GEOID03.
 GA0404
 GA0404.The dynamic height is computed by dividing the NAVD 88
 GA0404.geopotential number by the normal gravity value computed on the
 GA0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0404.degrees latitude (g = 980.6199 gals.).
 GA0404
 GA0404.The modeled gravity was interpolated from observed gravity values.
 GA0404
 GA0404;                    North         East    Units  Estimated Accuracy
 GA0404;SPC TN       -   230,220.      939,520.      MT  (+/- 180 meters Scaled)
 GA0404
 GA0404                          SUPERSEDED SURVEY CONTROL
 GA0404
 GA0404  NGVD 29 (??/??/92)  465.952  (m)         1528.71   (f) ADJ UNCH    1 2
 GA0404
 GA0404.Superseded values are not recommended for survey control.
 GA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0404.See file dsdata.txt to determine how the superseded data were derived.
 GA0404
 GA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA908233(NAD 83)
 GA0404_MARKER: DB = BENCH MARK DISK
 GA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0404_STAMPING: 1528.904 W 11 1933
 GA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0404+STABILITY: SURFACE MOTION
 GA0404
 GA0404  HISTORY     - Date     Condition        Report By
 GA0404  HISTORY     - 1933     MONUMENTED       CGS
 GA0404  HISTORY     - 1959     GOOD             TVA
 GA0404
 GA0404                          STATION DESCRIPTION
 GA0404
 GA0404'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0404'AT ELIZABETHTON.
 GA0404'AT ELIZABETHTON, CARTER COUNTY, 95 FEET NORTH OF THE SOUTHERN
 GA0404'RAILWAY STATION, AT THE NORTH END OF THE FREIGHT LOADING PLATFORM,
 GA0404'20 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 4 INCHES
 GA0404'HIGHER THAN THE GRADE, 60 FEET SOUTH OF CENTERLINE D STREET, AND
 GA0404'55 FEET WEST OF CENTERLINE PINE STREET, AND 30 FEET SOUTH OF NORTH
 GA0404'END OF LOADING PLATFORM.  A STANDARD DISK, STAMPED 1528.904 W 11
 GA0404'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0985 ***********************************************************************
 FZ0985  DESIGNATION -  W 110
 FZ0985  PID         -  FZ0985
 FZ0985  STATE/COUNTY-  TN/JOHNSON
 FZ0985  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0985
 FZ0985                         *CURRENT SURVEY CONTROL
 FZ0985  ___________________________________________________________________
 FZ0985* NAD 83(1986)-  36 23 57.     (N)    081 50 52.     (W)     SCALED    
 FZ0985* NAVD 88     -       665.521  (meters)    2183.46   (feet)  ADJUSTED  
 FZ0985  ___________________________________________________________________
 FZ0985  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FZ0985  DYNAMIC HT  -         664.849 (meters)    2181.26  (feet)  COMP
 FZ0985  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 FZ0985
 FZ0985  VERT ORDER  -  SECOND    CLASS 0
 FZ0985
 FZ0985.The horizontal coordinates were scaled from a topographic map and have
 FZ0985.an estimated accuracy of +/- 6 seconds.
 FZ0985
 FZ0985.The orthometric height was determined by differential leveling
 FZ0985.and adjusted by the National Geodetic Survey in June 1991..
 FZ0985
 FZ0985.The geoid height was determined by GEOID03.
 FZ0985
 FZ0985.The dynamic height is computed by dividing the NAVD 88
 FZ0985.geopotential number by the normal gravity value computed on the
 FZ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0985.degrees latitude (g = 980.6199 gals.).
 FZ0985
 FZ0985.The modeled gravity was interpolated from observed gravity values.
 FZ0985
 FZ0985;                    North         East    Units  Estimated Accuracy
 FZ0985;SPC TN       -   237,110.      972,370.      MT  (+/- 180 meters Scaled)
 FZ0985
 FZ0985                          SUPERSEDED SURVEY CONTROL
 FZ0985
 FZ0985  NGVD 29 (??/??/92)  665.593  (m)         2183.70   (f) ADJ UNCH    2 0
 FZ0985
 FZ0985.Superseded values are not recommended for survey control.
 FZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0985.See file dsdata.txt to determine how the superseded data were derived.
 FZ0985
 FZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA239285(NAD 83)
 FZ0985_MARKER: DB = BENCH MARK DISK
 FZ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0985_STAMPING: W 110 1935
 FZ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0985+STABILITY: SURFACE MOTION
 FZ0985
 FZ0985  HISTORY     - Date     Condition        Report By
 FZ0985  HISTORY     - 1935     MONUMENTED       CGS
 FZ0985
 FZ0985                          STATION DESCRIPTION
 FZ0985
 FZ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0985'0.9 MI NE FROM NEVA.
 FZ0985'0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0985'AT NEVA, JOHNSON COUNTY, 90 YARDS SOUTH OF A LARGE BARN, AT
 FZ0985'THE CROSSING OF A DIRT ROAD, 19.2 FEET SOUTHEAST OF THE
 FZ0985'SOUTHEAST RAIL, 19 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT
 FZ0985'ROAD, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FZ0985'W 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0444 ***********************************************************************
 GA0444  DESIGNATION -  W 111
 GA0444  PID         -  GA0444
 GA0444  STATE/COUNTY-  TN/CARTER
 GA0444  USGS QUAD   -  WATAUGA DAM (1960)
 GA0444
 GA0444                         *CURRENT SURVEY CONTROL
 GA0444  ___________________________________________________________________
 GA0444* NAD 83(1986)-  36 18 59.     (N)    082 06 33.     (W)     SCALED    
 GA0444* NAVD 88     -       540.886  (meters)    1774.56   (feet)  ADJUSTED  
 GA0444  ___________________________________________________________________
 GA0444  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0444  DYNAMIC HT  -         540.347 (meters)    1772.79  (feet)  COMP
 GA0444  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 GA0444
 GA0444  VERT ORDER  -  SECOND    CLASS 0
 GA0444
 GA0444.The horizontal coordinates were scaled from a topographic map and have
 GA0444.an estimated accuracy of +/- 6 seconds.
 GA0444
 GA0444.The orthometric height was determined by differential leveling
 GA0444.and adjusted by the National Geodetic Survey in June 1991..
 GA0444
 GA0444.The geoid height was determined by GEOID03.
 GA0444
 GA0444.The dynamic height is computed by dividing the NAVD 88
 GA0444.geopotential number by the normal gravity value computed on the
 GA0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0444.degrees latitude (g = 980.6199 gals.).
 GA0444
 GA0444.The modeled gravity was interpolated from observed gravity values.
 GA0444
 GA0444;                    North         East    Units  Estimated Accuracy
 GA0444;SPC TN       -   226,970.      949,310.      MT  (+/- 180 meters Scaled)
 GA0444
 GA0444                          SUPERSEDED SURVEY CONTROL
 GA0444
 GA0444  NGVD 29 (??/??/92)  541.004  (m)         1774.94   (f) ADJ UNCH    2 0
 GA0444
 GA0444.Superseded values are not recommended for survey control.
 GA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0444.See file dsdata.txt to determine how the superseded data were derived.
 GA0444
 GA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA004196(NAD 83)
 GA0444_MARKER: DB = BENCH MARK DISK
 GA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0444_STAMPING: W 111 1935
 GA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0444+STABILITY: SURFACE MOTION
 GA0444
 GA0444  HISTORY     - Date     Condition        Report By
 GA0444  HISTORY     - 1935     MONUMENTED       CGS
 GA0444
 GA0444                          STATION DESCRIPTION
 GA0444
 GA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0444'AT GOUGE.
 GA0444'AT GOUGE, CARTER COUNTY, ON THE SOUTHERN RAILWAY, 8 RAILS WEST
 GA0444'OF THE STATION, 25 YARDS WEST OF BRIDGE 103.9 T OVER DRY BRANCH,
 GA0444'AT A ROAD CROSSING, 18 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GA0444'11 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER THAN THE TRACK.
 GA0444'A STANDARD DISK, STAMPED W 111 1935 AND SET IN THE TOP OF A
 GA0444'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0994 ***********************************************************************
 FZ0994  DESIGNATION -  W 111
 FZ0994  PID         -  FZ0994
 FZ0994  STATE/COUNTY-  TN/CARTER
 FZ0994  USGS QUAD   -  DOE (1969)
 FZ0994
 FZ0994                         *CURRENT SURVEY CONTROL
 FZ0994  ___________________________________________________________________
 FZ0994* NAD 83(1986)-  36 28 52.     (N)    081 57 38.     (W)     SCALED    
 FZ0994* NAVD 88     -      1070.340  (meters)    3511.61   (feet)  ADJUSTED  
 FZ0994  ___________________________________________________________________
 FZ0994  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ0994  DYNAMIC HT  -        1069.301 (meters)    3508.20  (feet)  COMP
 FZ0994  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 FZ0994
 FZ0994  VERT ORDER  -  SECOND    CLASS 0
 FZ0994
 FZ0994.The horizontal coordinates were scaled from a topographic map and have
 FZ0994.an estimated accuracy of +/- 6 seconds.
 FZ0994
 FZ0994.The orthometric height was determined by differential leveling
 FZ0994.and adjusted by the National Geodetic Survey in June 1991..
 FZ0994
 FZ0994.The geoid height was determined by GEOID03.
 FZ0994
 FZ0994.The dynamic height is computed by dividing the NAVD 88
 FZ0994.geopotential number by the normal gravity value computed on the
 FZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0994.degrees latitude (g = 980.6199 gals.).
 FZ0994
 FZ0994.The modeled gravity was interpolated from observed gravity values.
 FZ0994
 FZ0994;                    North         East    Units  Estimated Accuracy
 FZ0994;SPC TN       -   245,770.      961,890.      MT  (+/- 180 meters Scaled)
 FZ0994
 FZ0994                          SUPERSEDED SURVEY CONTROL
 FZ0994
 FZ0994  NGVD 29 (??/??/92) 1070.444  (m)         3511.95   (f) ADJ UNCH    2 0
 FZ0994
 FZ0994.Superseded values are not recommended for survey control.
 FZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0994.See file dsdata.txt to determine how the superseded data were derived.
 FZ0994
 FZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA139377(NAD 83)
 FZ0994_MARKER: DB = BENCH MARK DISK
 FZ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0994_STAMPING: W 111 1935
 FZ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0994+STABILITY: SURFACE MOTION
 FZ0994
 FZ0994  HISTORY     - Date     Condition        Report By
 FZ0994  HISTORY     - 1935     MONUMENTED       CGS
 FZ0994  HISTORY     - 1937     GOOD             TVA
 FZ0994
 FZ0994                          STATION DESCRIPTION
 FZ0994
 FZ0994'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0994'3.5 MI SW FROM SHADY VALLEY.
 FZ0994'IN CARTER COUNTY, 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 91
 FZ0994'FROM THE INTERSECTION OF U.S. HIGHWAY 421 AT SHADY VALLEY,
 FZ0994'JOHNSON COUNTY, AT THE JOHNSON-CARTER COUNTY LINE, AT THE
 FZ0994'INTERSECTION OF THE DOE VALLEY-HOLSTON MOUNTAIN ROAD, 30.6 FEET
 FZ0994'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.7 FEET SOUTHWEST
 FZ0994'OF THE CENTERLINE OF THE ROAD, AT THE CECIL FLETCHER RESIDENCE,
 FZ0994'30.8 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, IN THE FRONT
 FZ0994'YARD, AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FZ0994'STAMPED W 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1005 ***********************************************************************
 GA1005  DESIGNATION -  W 112
 GA1005  PID         -  GA1005
 GA1005  STATE/COUNTY-  TN/UNICOI
 GA1005  USGS QUAD   -  FLAG POND (1939)
 GA1005
 GA1005                         *CURRENT SURVEY CONTROL
 GA1005  ___________________________________________________________________
 GA1005* NAD 83(1986)-  36 00 51.     (N)    082 33 25.     (W)     SCALED    
 GA1005* NAVD 88     -       703.30   (+/-2cm)    2307.4    (feet)  VERTCON   
 GA1005  ___________________________________________________________________
 GA1005  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GA1005
 GA1005  VERT ORDER  -  ? (See Below)
 GA1005
 GA1005.The horizontal coordinates were scaled from a topographic map and have
 GA1005.an estimated accuracy of +/- 6 seconds.
 GA1005
 GA1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1005.The vertical order pertains to the NGVD 29 superseded value.
 GA1005
 GA1005.The geoid height was determined by GEOID03.
 GA1005
 GA1005;                    North         East    Units  Estimated Accuracy
 GA1005;SPC TN       -   191,950.      910,310.      MT  (+/- 180 meters Scaled)
 GA1005
 GA1005                          SUPERSEDED SURVEY CONTROL
 GA1005
 GA1005  NGVD 29 (??/??/92)  703.406  (m)         2307.76   (f) ADJ UNCH    ?  
 GA1005
 GA1005.Superseded values are not recommended for survey control.
 GA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1005.See file dsdata.txt to determine how the superseded data were derived.
 GA1005
 GA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV596866(NAD 83)
 GA1005_MARKER: DB = BENCH MARK DISK
 GA1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1005_SP_SET: BRIDGE
 GA1005_STAMPING: W 112 1935
 GA1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1005
 GA1005  HISTORY     - Date     Condition        Report By
 GA1005  HISTORY     - 1935     MONUMENTED       CGS
 GA1005  HISTORY     - 1955     GOOD             NGS
 GA1005
 GA1005                          STATION DESCRIPTION
 GA1005
 GA1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1005'AT FLAG POND.
 GA1005'AT FLAG POND, UNICOI COUNTY, ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 GA1005'81 (SAMS GAP ROAD), 350 FEET SOUTHEAST OF A BAPTIST CHURCH, 175
 GA1005'FEET EAST OF THE LEE SAMS STORE, 100 FEET NORTH OF THE HOUSE, AT
 GA1005'THE INTERSECTION OF THE RICE CREEK ROAD, 4 FEET NORTHEAST OF THE
 GA1005'HIGHWAY, AT A CONCRETE BRIDGE OVER SAMS CREEK, AND IN THE TOP
 GA1005'OF THE NORTHEAST ABUTMENT.  A STANDARD DISK, STAMPED W 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1002 ***********************************************************************
 GA1002  DESIGNATION -  W 112 X
 GA1002  PID         -  GA1002
 GA1002  STATE/COUNTY-  TN/UNICOI
 GA1002  USGS QUAD   -  FLAG POND (1939)
 GA1002
 GA1002                         *CURRENT SURVEY CONTROL
 GA1002  ___________________________________________________________________
 GA1002* NAD 83(1986)-  36 01 41.     (N)    082 32 53.     (W)     SCALED    
 GA1002* NAVD 88     -       671.49   (+/-2cm)    2203.0    (feet)  VERTCON   
 GA1002  ___________________________________________________________________
 GA1002  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA1002
 GA1002  VERT ORDER  -  ? (See Below)
 GA1002
 GA1002.The horizontal coordinates were scaled from a topographic map and have
 GA1002.an estimated accuracy of +/- 6 seconds.
 GA1002
 GA1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1002.The vertical order pertains to the NGVD 29 superseded value.
 GA1002
 GA1002.The geoid height was determined by GEOID03.
 GA1002
 GA1002;                    North         East    Units  Estimated Accuracy
 GA1002;SPC TN       -   193,520.      911,050.      MT  (+/- 180 meters Scaled)
 GA1002
 GA1002                          SUPERSEDED SURVEY CONTROL
 GA1002
 GA1002  NGVD 29 (??/??/92)  671.591  (m)         2203.38   (f) ADJ UNCH    ?  
 GA1002
 GA1002.Superseded values are not recommended for survey control.
 GA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1002.See file dsdata.txt to determine how the superseded data were derived.
 GA1002
 GA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV605881(NAD 83)
 GA1002_MARKER: DB = BENCH MARK DISK
 GA1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1002_SP_SET: CULVERT
 GA1002_STAMPING: W 112 X 1935
 GA1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1002
 GA1002  HISTORY     - Date     Condition        Report By
 GA1002  HISTORY     - 1935     MONUMENTED       CGS
 GA1002  HISTORY     - 1955     GOOD             NGS
 GA1002
 GA1002                          STATION DESCRIPTION
 GA1002
 GA1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA1002'0.9 MI S FROM ROCKY FORK.
 GA1002'0.9 MILE SOUTH ALONG STATE HIGHWAY 81 (SAMS GAP ROAD) FROM THE
 GA1002'JUNCTION OF STATE HIGHWAY 212 AT ROCKY FORK, UNICOI COUNTY, 1.2
 GA1002'MILES NORTHEAST OF FLAG POND, AND IN THE EAST HEADWALL OF A
 GA1002'CONCRETE CULVERT OVER CARTER BRANCH.  A STANDARD DISK, STAMPED
 GA1002'W 112 X 1935.  NOTE-- POST AND SIGN SET 1 FOOT SW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1906 ***********************************************************************
 GA1906  DESIGNATION -  W 113
 GA1906  PID         -  GA1906
 GA1906  STATE/COUNTY-  TN/GREENE
 GA1906  USGS QUAD   -  SPRINGVALE (1980)
 GA1906
 GA1906                         *CURRENT SURVEY CONTROL
 GA1906  ___________________________________________________________________
 GA1906* NAD 83(1986)-  36 08 42.     (N)    083 08 45.     (W)     SCALED    
 GA1906* NAVD 88     -       324.450  (meters)    1064.47   (feet)  ADJUSTED  
 GA1906  ___________________________________________________________________
 GA1906  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1906  DYNAMIC HT  -         324.149 (meters)    1063.48  (feet)  COMP
 GA1906  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1906
 GA1906  VERT ORDER  -  SECOND    CLASS 0
 GA1906
 GA1906.The horizontal coordinates were scaled from a topographic map and have
 GA1906.an estimated accuracy of +/- 6 seconds.
 GA1906
 GA1906.The orthometric height was determined by differential leveling
 GA1906.and adjusted by the National Geodetic Survey in June 1991..
 GA1906
 GA1906.The geoid height was determined by GEOID03.
 GA1906
 GA1906.The dynamic height is computed by dividing the NAVD 88
 GA1906.geopotential number by the normal gravity value computed on the
 GA1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1906.degrees latitude (g = 980.6199 gals.).
 GA1906
 GA1906.The modeled gravity was interpolated from observed gravity values.
 GA1906
 GA1906;                    North         East    Units  Estimated Accuracy
 GA1906;SPC TN       -   204,750.      856,820.      MT  (+/- 180 meters Scaled)
 GA1906
 GA1906                          SUPERSEDED SURVEY CONTROL
 GA1906
 GA1906  NGVD 29 (??/??/92)  324.602  (m)         1064.97   (f) ADJ UNCH    2 0
 GA1906
 GA1906.Superseded values are not recommended for survey control.
 GA1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1906.See file dsdata.txt to determine how the superseded data were derived.
 GA1906
 GA1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA069021(NAD 83)
 GA1906_MARKER: DB = BENCH MARK DISK
 GA1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1906_STAMPING: W 113 1935
 GA1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1906+STABILITY: SURFACE MOTION
 GA1906
 GA1906  HISTORY     - Date     Condition        Report By
 GA1906  HISTORY     - 1935     MONUMENTED       CGS
 GA1906  HISTORY     - 1935     GOOD             NGS
 GA1906
 GA1906                          STATION DESCRIPTION
 GA1906
 GA1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1906'AT BEULAH.
 GA1906'AT BEULAH, GREENE COUNTY, AT THE W.A. JONES RESIDENCE, 55 FEET
 GA1906'SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 38 FEET NORTHEAST
 GA1906'OF THE CENTERLINE OF THE WARRENSBURG HIGHWAY, 32 FEET SOUTHEAST
 GA1906'OF THE CENTERLINE OF A GATE, 15.2 FEET NORTHWEST OF A FENCE
 GA1906'CORNER, 1-1/2 FEET SOUTHWEST OF A FENCE LINE, AND LEVEL WITH THE
 GA1906'HIGHWAY, 18.7 FEET NORTHWEST OF A 50 IN BEECH TREE, 1.4 FEET
 GA1906'NORTH, NORTHEAST OF A WATER HYDRANT.  A STANDARD DISK, STAMPED
 GA1906'W 113 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GA1906'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0909 ***********************************************************************
 GA0909  DESIGNATION -  W 114
 GA0909  PID         -  GA0909
 GA0909  STATE/COUNTY-  TN/GREENE
 GA0909  USGS QUAD   -  CEDAR CREEK (1980)
 GA0909
 GA0909                         *CURRENT SURVEY CONTROL
 GA0909  ___________________________________________________________________
 GA0909* NAD 83(1986)-  36 01 40.     (N)    082 55 28.     (W)     SCALED    
 GA0909* NAVD 88     -       389.469  (meters)    1277.78   (feet)  POSTED    
 GA0909  ___________________________________________________________________
 GA0909  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0909  DYNAMIC HT  -         389.090 (meters)    1276.54  (feet)  COMP
 GA0909  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 GA0909
 GA0909  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0909
 GA0909.The horizontal coordinates were scaled from a topographic map and have
 GA0909.an estimated accuracy of +/- 6 seconds.
 GA0909
 GA0909.The orthometric height was determined by differential leveling
 GA0909.and adjusted by the National Geodetic Survey in 1992..
 GA0909.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0909.rate of 4.1 thru 8.0 mm/km.
 GA0909
 GA0909.The geoid height was determined by GEOID03.
 GA0909
 GA0909.The dynamic height is computed by dividing the NAVD 88
 GA0909.geopotential number by the normal gravity value computed on the
 GA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0909.degrees latitude (g = 980.6199 gals.).
 GA0909
 GA0909.The modeled gravity was interpolated from observed gravity values.
 GA0909
 GA0909;                    North         East    Units  Estimated Accuracy
 GA0909;SPC TN       -   192,350.      877,150.      MT  (+/- 180 meters Scaled)
 GA0909
 GA0909                          SUPERSEDED SURVEY CONTROL
 GA0909
 GA0909  NGVD 29 (??/??/92)  389.600  (m)         1278.21   (f) ADJ UNCH    2 0
 GA0909
 GA0909.Superseded values are not recommended for survey control.
 GA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0909.See file dsdata.txt to determine how the superseded data were derived.
 GA0909
 GA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV266887(NAD 83)
 GA0909_MARKER: DB = BENCH MARK DISK
 GA0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0909_STAMPING: W 114 1935
 GA0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0909+STABILITY: SURFACE MOTION
 GA0909
 GA0909  HISTORY     - Date     Condition        Report By
 GA0909  HISTORY     - 1935     MONUMENTED       CGS
 GA0909  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA0909
 GA0909                          STATION DESCRIPTION
 GA0909
 GA0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0909'1.4 MI N FROM CEDAR CREEK.
 GA0909'1.4 MILES NORTH ALONG THE ST. JAMES HIGHWAY FROM THE CROSSROADS
 GA0909'AT CEDAR CREEK, GREENE COUNTY, 0.15 MILE WEST OF THE SHERMAN HENSLEY
 GA0909'RESIDENCE, 41 FEET NORTHEAST ACROSS THE HIGHWAY FROM THE NORTHEAST
 GA0909'CORNER OF A BARN, 35 FEET NORTH OF THE JUNCTION OF A T-ROAD
 GA0909'LEADING SOUTH, AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GA0909'A STANDARD DISK, STAMPED W 114 1935 AND SET IN THE TOP OF A
 GA0909'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0704 ***********************************************************************
 GA0704  DESIGNATION -  W 115
 GA0704  PID         -  GA0704
 GA0704  STATE/COUNTY-  TN/WASHINGTON
 GA0704  USGS QUAD   -  TELFORD (1971)
 GA0704
 GA0704                         *CURRENT SURVEY CONTROL
 GA0704  ___________________________________________________________________
 GA0704* NAD 83(1986)-  36 09 41.     (N)    082 33 12.     (W)     SCALED    
 GA0704* NAVD 88     -       454.671  (meters)    1491.70   (feet)  ADJUSTED  
 GA0704  ___________________________________________________________________
 GA0704  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0704  DYNAMIC HT  -         454.234 (meters)    1490.27  (feet)  COMP
 GA0704  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 GA0704
 GA0704  VERT ORDER  -  SECOND    CLASS 0
 GA0704
 GA0704.The horizontal coordinates were scaled from a topographic map and have
 GA0704.an estimated accuracy of +/- 6 seconds.
 GA0704
 GA0704.The orthometric height was determined by differential leveling
 GA0704.and adjusted by the National Geodetic Survey in June 1991..
 GA0704
 GA0704.The geoid height was determined by GEOID03.
 GA0704
 GA0704.The dynamic height is computed by dividing the NAVD 88
 GA0704.geopotential number by the normal gravity value computed on the
 GA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0704.degrees latitude (g = 980.6199 gals.).
 GA0704
 GA0704.The modeled gravity was interpolated from observed gravity values.
 GA0704
 GA0704;                    North         East    Units  Estimated Accuracy
 GA0704;SPC TN       -   208,280.      910,060.      MT  (+/- 180 meters Scaled)
 GA0704
 GA0704                          SUPERSEDED SURVEY CONTROL
 GA0704
 GA0704  NGVD 29 (??/??/92)  454.816  (m)         1492.18   (f) ADJ UNCH    2 0
 GA0704
 GA0704.Superseded values are not recommended for survey control.
 GA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0704.See file dsdata.txt to determine how the superseded data were derived.
 GA0704
 GA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA602029(NAD 83)
 GA0704_MARKER: DB = BENCH MARK DISK
 GA0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0704_SP_SET: CULVERT
 GA0704_STAMPING: W 115 1935
 GA0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0704
 GA0704  HISTORY     - Date     Condition        Report By
 GA0704  HISTORY     - 1935     MONUMENTED       CGS
 GA0704
 GA0704                          STATION DESCRIPTION
 GA0704
 GA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0704'6.2 MI E FROM PLEASANT HILL.
 GA0704'IN WASHINGTON COUNTY, 6.2 MILES EAST ALONG A COUNTY ROAD AND STATE
 GA0704'HIGHWAY 107 FROM PLEASANT HILL, GREENE COUNTY, AT THE J.A.
 GA0704'MILLER RESIDENCE, 50 YARDS SOUTH OF THE SOUTH CORNER OF THE
 GA0704'HOUSE, 62 YARDS SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 GA0704'15.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A
 GA0704'CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 GA0704'HEADWALL, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0704'STAMPED W 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0992 ***********************************************************************
 GA0992  DESIGNATION -  W 116
 GA0992  PID         -  GA0992
 GA0992  STATE/COUNTY-  TN/GREENE
 GA0992  USGS QUAD   -  CHUCKEY (1971)
 GA0992
 GA0992                         *CURRENT SURVEY CONTROL
 GA0992  ___________________________________________________________________
 GA0992* NAD 83(1986)-  36 12 42.     (N)    082 41 15.     (W)     SCALED    
 GA0992* NAVD 88     -       448.554  (meters)    1471.63   (feet)  ADJUSTED  
 GA0992  ___________________________________________________________________
 GA0992  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0992  DYNAMIC HT  -         448.125 (meters)    1470.22  (feet)  COMP
 GA0992  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0992
 GA0992  VERT ORDER  -  SECOND    CLASS 0
 GA0992
 GA0992.The horizontal coordinates were scaled from a topographic map and have
 GA0992.an estimated accuracy of +/- 6 seconds.
 GA0992
 GA0992.The orthometric height was determined by differential leveling
 GA0992.and adjusted by the National Geodetic Survey in June 1991..
 GA0992
 GA0992.The geoid height was determined by GEOID03.
 GA0992
 GA0992.The dynamic height is computed by dividing the NAVD 88
 GA0992.geopotential number by the normal gravity value computed on the
 GA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0992.degrees latitude (g = 980.6199 gals.).
 GA0992
 GA0992.The modeled gravity was interpolated from observed gravity values.
 GA0992
 GA0992;                    North         East    Units  Estimated Accuracy
 GA0992;SPC TN       -   213,440.      897,800.      MT  (+/- 180 meters Scaled)
 GA0992
 GA0992                          SUPERSEDED SURVEY CONTROL
 GA0992
 GA0992  NGVD 29 (??/??/92)  448.684  (m)         1472.06   (f) ADJ UNCH    2 0
 GA0992
 GA0992.Superseded values are not recommended for survey control.
 GA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0992.See file dsdata.txt to determine how the superseded data were derived.
 GA0992
 GA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA483087(NAD 83)
 GA0992_MARKER: DB = BENCH MARK DISK
 GA0992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0992_SP_SET: BUILDING
 GA0992_STAMPING: W 116 1935
 GA0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0992+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0992
 GA0992  HISTORY     - Date     Condition        Report By
 GA0992  HISTORY     - 1935     MONUMENTED       CGS
 GA0992  HISTORY     - 1955     GOOD             NGS
 GA0992  HISTORY     - 20041214 GOOD             TVA
 GA0992
 GA0992                          STATION DESCRIPTION
 GA0992
 GA0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0992'AT CHUCKEY.
 GA0992'AT CHUCKEY, GREENE COUNTY, AT THE POST OFFICE, IN THE EAST FACE
 GA0992'OF THE BUILDING, AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 GA0992'STAMPED W 116 1935 AND SET VERTICALLY.
 GA0992
 GA0992                          STATION RECOVERY (2004)
 GA0992
 GA0992'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0992'UPDATED LAT N36 12 43.6  W082 41 13.8 WITH HANDHELD GARMIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1034 ***********************************************************************
 FB1034  DESIGNATION -  W 117
 FB1034  PID         -  FB1034
 FB1034  STATE/COUNTY-  TN/GREENE
 FB1034  USGS QUAD   -  HOT SPRINGS (1991)
 FB1034
 FB1034                         *CURRENT SURVEY CONTROL
 FB1034  ___________________________________________________________________
 FB1034* NAD 83(1986)-  35 59 47.     (N)    082 49 44.     (W)     SCALED    
 FB1034* NAVD 88     -       520.192  (meters)    1706.66   (feet)  ADJUSTED  
 FB1034  ___________________________________________________________________
 FB1034  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1034  DYNAMIC HT  -         519.687 (meters)    1705.01  (feet)  COMP
 FB1034  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 FB1034
 FB1034  VERT ORDER  -  SECOND    CLASS 0
 FB1034
 FB1034.The horizontal coordinates were scaled from a topographic map and have
 FB1034.an estimated accuracy of +/- 6 seconds.
 FB1034
 FB1034.The orthometric height was determined by differential leveling
 FB1034.and adjusted by the National Geodetic Survey in June 1991..
 FB1034
 FB1034.The geoid height was determined by GEOID03.
 FB1034
 FB1034.The dynamic height is computed by dividing the NAVD 88
 FB1034.geopotential number by the normal gravity value computed on the
 FB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1034.degrees latitude (g = 980.6199 gals.).
 FB1034
 FB1034.The modeled gravity was interpolated from observed gravity values.
 FB1034
 FB1034;                    North         East    Units  Estimated Accuracy
 FB1034;SPC TN       -   189,150.      885,870.      MT  (+/- 180 meters Scaled)
 FB1034
 FB1034                          SUPERSEDED SURVEY CONTROL
 FB1034
 FB1034  NGVD 29 (??/??/92)  520.306  (m)         1707.04   (f) ADJ UNCH    2 0
 FB1034
 FB1034.Superseded values are not recommended for survey control.
 FB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1034.See file dsdata.txt to determine how the superseded data were derived.
 FB1034
 FB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV351850(NAD 83)
 FB1034_MARKER: DB = BENCH MARK DISK
 FB1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1034_STAMPING: W 117 1935
 FB1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1034+STABILITY: SURFACE MOTION
 FB1034
 FB1034  HISTORY     - Date     Condition        Report By
 FB1034  HISTORY     - 1935     MONUMENTED       CGS
 FB1034  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB1034
 FB1034                          STATION DESCRIPTION
 FB1034
 FB1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1034'3 MI W FROM TENN NC STATE LINE.
 FB1034'3.0 MILES WEST ALONG STATE HIGHWAY 70 FROM THE TENNESSEE-NORTH
 FB1034'CAROLINA STATE LINE, GREENE COUNTY, 0.6 MILE SOUTH OF THE RICH
 FB1034'MOUNTAIN SERVICE STATION, AT THE FIRST U-CURVE SOUTH OF RICH
 FB1034'MOUNTAIN, 13 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FB1034'ON THE WEST BANK OF A SMALL GORGE, AND 1 FOOT HIGHER THAN THE
 FB1034'HIGHWAY.  A STANDARD DISK, STAMPED W 117 1935 AND SET IN THE TOP
 FB1034'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1266 ***********************************************************************
 FB1266  DESIGNATION -  W 118
 FB1266  PID         -  FB1266
 FB1266  STATE/COUNTY-  TN/COCKE
 FB1266  USGS QUAD   -  NEWPORT (1992)
 FB1266
 FB1266                         *CURRENT SURVEY CONTROL
 FB1266  ___________________________________________________________________
 FB1266* NAD 83(1986)-  35 57 12.     (N)    083 11 57.     (W)     SCALED    
 FB1266* NAVD 88     -       378.43   (+/-2cm)    1241.6    (feet)  VERTCON   
 FB1266  ___________________________________________________________________
 FB1266  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1266
 FB1266  VERT ORDER  -  ? (See Below)
 FB1266
 FB1266.The horizontal coordinates were scaled from a topographic map and have
 FB1266.an estimated accuracy of +/- 6 seconds.
 FB1266
 FB1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1266.The vertical order pertains to the NGVD 29 superseded value.
 FB1266
 FB1266.The geoid height was determined by GEOID03.
 FB1266
 FB1266;                    North         East    Units  Estimated Accuracy
 FB1266;SPC TN       -   183,350.      852,640.      MT  (+/- 180 meters Scaled)
 FB1266
 FB1266                          SUPERSEDED SURVEY CONTROL
 FB1266
 FB1266  NGVD 29 (??/??/92)  378.584  (m)         1242.07   (f) ADJ UNCH    ?  
 FB1266
 FB1266.Superseded values are not recommended for survey control.
 FB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1266.See file dsdata.txt to determine how the superseded data were derived.
 FB1266
 FB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV016810(NAD 83)
 FB1266_MARKER: DB = BENCH MARK DISK
 FB1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1266_STAMPING: W 118 1935
 FB1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1266+STABILITY: SURFACE MOTION
 FB1266
 FB1266  HISTORY     - Date     Condition        Report By
 FB1266  HISTORY     - 1935     MONUMENTED       CGS
 FB1266  HISTORY     - 1949     GOOD             NGS
 FB1266
 FB1266                          STATION DESCRIPTION
 FB1266
 FB1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1266'1.1 MI S FROM NEWPORT.
 FB1266'1.1 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 FB1266'STATE HIGHWAY 35 AT NEWPORT, COCKE COUNTY, 0.1 MILE NORTH OF
 FB1266'THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO MC SWEEN SPRING,
 FB1266'150 FEET EAST OF A HOUSE, IN THE NORTHEAST CORNER OF THE FRONT
 FB1266'YARD OF A ONE-STORY WHITE HOUSE, 97.6 FEET NORTHWEST OF THE
 FB1266'NORTHEAST CORNER OF THE D.S. FINE HOUSE, 54.4 FEET SOUTHEAST
 FB1266'OF THE SOUTHEAST CORNER OF BRYANT SUPERMARKET, 34 FEET SOUTHWEST
 FB1266'OF THE CENTER OF THE JUNCTION OF A T-ROAD LEADING NORTHWEST, 19
 FB1266'FEET NORTHWEST OF THE HIGHWAY, 33.5 FEET NORTHEAST OF THE NORTHEAST
 FB1266'CORNER OF A PORCH, AND 16.8 FEET SOUTHEAST OF A 6-INCH TREE.  A
 FB1266'STANDARD DISK, STAMPED W 118 1935 AND SET IN THE TOP OF A CONCRETE
 FB1266'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1151 ***********************************************************************
 FB1151  DESIGNATION -  W 119
 FB1151  PID         -  FB1151
 FB1151  STATE/COUNTY-  TN/SEVIER
 FB1151  USGS QUAD   -  SHADY GROVE (1980)
 FB1151
 FB1151                         *CURRENT SURVEY CONTROL
 FB1151  ___________________________________________________________________
 FB1151* NAD 83(1986)-  35 54 25.     (N)    083 24 08.     (W)     SCALED    
 FB1151* NAVD 88     -       359.438  (meters)    1179.26   (feet)  ADJUSTED  
 FB1151  ___________________________________________________________________
 FB1151  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1151  DYNAMIC HT  -         359.098 (meters)    1178.14  (feet)  COMP
 FB1151  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 FB1151
 FB1151  VERT ORDER  -  SECOND    CLASS 0
 FB1151
 FB1151.The horizontal coordinates were scaled from a topographic map and have
 FB1151.an estimated accuracy of +/- 6 seconds.
 FB1151
 FB1151.The orthometric height was determined by differential leveling
 FB1151.and adjusted by the National Geodetic Survey in June 1991..
 FB1151
 FB1151.The geoid height was determined by GEOID03.
 FB1151
 FB1151.The dynamic height is computed by dividing the NAVD 88
 FB1151.geopotential number by the normal gravity value computed on the
 FB1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1151.degrees latitude (g = 980.6199 gals.).
 FB1151
 FB1151.The modeled gravity was interpolated from observed gravity values.
 FB1151
 FB1151;                    North         East    Units  Estimated Accuracy
 FB1151;SPC TN       -   177,700.      834,460.      MT  (+/- 180 meters Scaled)
 FB1151
 FB1151                          SUPERSEDED SURVEY CONTROL
 FB1151
 FB1151  NGVD 29 (??/??/92)  359.585  (m)         1179.74   (f) ADJ UNCH    2 0
 FB1151
 FB1151.Superseded values are not recommended for survey control.
 FB1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1151.See file dsdata.txt to determine how the superseded data were derived.
 FB1151
 FB1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV832762(NAD 83)
 FB1151_MARKER: DB = BENCH MARK DISK
 FB1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1151_STAMPING: W 119 1935
 FB1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1151+STABILITY: SURFACE MOTION
 FB1151
 FB1151  HISTORY     - Date     Condition        Report By
 FB1151  HISTORY     - 1935     MONUMENTED       CGS
 FB1151
 FB1151                          STATION DESCRIPTION
 FB1151
 FB1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1151'11.3 MI E FROM SEVIERVILLE.
 FB1151'11.3 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 FB1151'SEVIERVILLE, SEVIER COUNTY, 0.3 MILE WEST OF THE C.F. LUNSFORD
 FB1151'GENERAL STORE, AT THE INTERSECTION OF A NORTH-AND-SOUTH ROAD,
 FB1151'AT THE CREST OF A HILL, 15 FEET EAST OF THE CENTERLINE OF THE
 FB1151'ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 FB1151'WITH THE HIGHWAY, 70 FEET SOUTHEAST OF A 16 INCH OAK TREE, AND 1
 FB1151'FOOT WEST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED W 119
 FB1151'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0996 ***********************************************************************
 FE0996  DESIGNATION -  W 12
 FE0996  PID         -  FE0996
 FE0996  STATE/COUNTY-  TN/HARDEMAN
 FE0996  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0996
 FE0996                         *CURRENT SURVEY CONTROL
 FE0996  ___________________________________________________________________
 FE0996* NAD 83(1986)-  35 02 55.     (N)    089 11 09.     (W)     SCALED    
 FE0996* NAVD 88     -       175.332  (meters)     575.24   (feet)  ADJUSTED  
 FE0996  ___________________________________________________________________
 FE0996  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0996  DYNAMIC HT  -         175.166 (meters)     574.69  (feet)  COMP
 FE0996  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE0996
 FE0996  VERT ORDER  -  FIRST     CLASS II
 FE0996
 FE0996.The horizontal coordinates were scaled from a topographic map and have
 FE0996.an estimated accuracy of +/- 6 seconds.
 FE0996
 FE0996.The orthometric height was determined by differential leveling
 FE0996.and adjusted by the National Geodetic Survey in June 1991..
 FE0996.WARNING-Repeat measurements at this control monument indicate possible
 FE0996.vertical movement.
 FE0996
 FE0996.The geoid height was determined by GEOID03.
 FE0996
 FE0996.The dynamic height is computed by dividing the NAVD 88
 FE0996.geopotential number by the normal gravity value computed on the
 FE0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0996.degrees latitude (g = 980.6199 gals.).
 FE0996
 FE0996.The modeled gravity was interpolated from observed gravity values.
 FE0996
 FE0996;                    North         East    Units  Estimated Accuracy
 FE0996;SPC TN       -    84,090.      309,380.      MT  (+/- 180 meters Scaled)
 FE0996
 FE0996                          SUPERSEDED SURVEY CONTROL
 FE0996
 FE0996  NGVD 29 (??/??/??)  175.272  (m)          575.04   (f) ADJUSTED    1 2
 FE0996
 FE0996.Superseded values are not recommended for survey control.
 FE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0996.See file dsdata.txt to determine how the superseded data were derived.
 FE0996
 FE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD006806(NAD 83)
 FE0996_MARKER: DB = BENCH MARK DISK
 FE0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0996_SP_SET: CONCRETE BASE
 FE0996_STAMPING: W 12 1934
 FE0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0996
 FE0996  HISTORY     - Date     Condition        Report By
 FE0996  HISTORY     - 1934     MONUMENTED       CGS
 FE0996  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE0996  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0996
 FE0996                          STATION DESCRIPTION
 FE0996
 FE0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE0996'AT GRAND JUNCTION.
 FE0996'AT GRAND JUNCTION, HARDEMAN COUNTY, AT THE CITY WATER TANK, AND
 FE0996'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 FE0996'NORTHEAST LEG.
 FE0996
 FE0996                          STATION RECOVERY (1983)
 FE0996
 FE0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0996'NOT RECOVERED.  THE CONCRETE BASE OF THE WATER TANK LEGS WERE
 FE0996'RECONSTRUCTED ABOUT 1980, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0685 ***********************************************************************
 FB0685  DESIGNATION -  W 121
 FB0685  PID         -  FB0685
 FB0685  STATE/COUNTY-  TN/COCKE
 FB0685  USGS QUAD   -  PAINT ROCK (1991)
 FB0685
 FB0685                         *CURRENT SURVEY CONTROL
 FB0685  ___________________________________________________________________
 FB0685* NAD 83(1986)-  35 55 10.     (N)    082 58 29.     (W)     SCALED    
 FB0685* NAVD 88     -       356.452  (meters)    1169.46   (feet)  ADJUSTED  
 FB0685  ___________________________________________________________________
 FB0685  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0685  DYNAMIC HT  -         356.108 (meters)    1168.33  (feet)  COMP
 FB0685  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 FB0685
 FB0685  VERT ORDER  -  FIRST     CLASS II
 FB0685
 FB0685.The horizontal coordinates were scaled from a topographic map and have
 FB0685.an estimated accuracy of +/- 6 seconds.
 FB0685
 FB0685.The orthometric height was determined by differential leveling
 FB0685.and adjusted by the National Geodetic Survey in June 1991..
 FB0685
 FB0685.The geoid height was determined by GEOID03.
 FB0685
 FB0685.The dynamic height is computed by dividing the NAVD 88
 FB0685.geopotential number by the normal gravity value computed on the
 FB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0685.degrees latitude (g = 980.6199 gals.).
 FB0685
 FB0685.The modeled gravity was interpolated from observed gravity values.
 FB0685
 FB0685;                    North         East    Units  Estimated Accuracy
 FB0685;SPC TN       -   180,200.      872,990.      MT  (+/- 180 meters Scaled)
 FB0685
 FB0685                          SUPERSEDED SURVEY CONTROL
 FB0685
 FB0685  NGVD 29 (??/??/92)  356.603  (m)         1169.95   (f) ADJ UNCH    1 2
 FB0685
 FB0685.Superseded values are not recommended for survey control.
 FB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0685.See file dsdata.txt to determine how the superseded data were derived.
 FB0685
 FB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218768(NAD 83)
 FB0685_MARKER: DB = BENCH MARK DISK
 FB0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0685_STAMPING: W 121 1935
 FB0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0685+STABILITY: SURFACE MOTION
 FB0685
 FB0685  HISTORY     - Date     Condition        Report By
 FB0685  HISTORY     - 1935     MONUMENTED       CGS
 FB0685  HISTORY     - 1955     GOOD             NGS
 FB0685  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB0685
 FB0685                          STATION DESCRIPTION
 FB0685
 FB0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0685'4.1 MI E FROM DEL RIO.
 FB0685'4.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB0685'DEL RIO, 1 RAIL SOUTH OF MILEPOST 191, 7 YARDS WEST OF THE WEST
 FB0685'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 FB0685'DISK, STAMPED W 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0685
 FB0685                          STATION RECOVERY (1967)
 FB0685
 FB0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1320 ***********************************************************************
 FB1320  DESIGNATION -  W 122
 FB1320  PID         -  FB1320
 FB1320  STATE/COUNTY-  TN/COCKE
 FB1320  USGS QUAD   -  WATERVILLE (1968)
 FB1320
 FB1320                         *CURRENT SURVEY CONTROL
 FB1320  ___________________________________________________________________
 FB1320* NAD 83(1986)-  35 52 27.     (N)    083 05 50.     (W)     SCALED    
 FB1320* NAVD 88     -       452.91   (+/-2cm)    1485.9    (feet)  VERTCON   
 FB1320  ___________________________________________________________________
 FB1320  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FB1320
 FB1320  VERT ORDER  -  ? (See Below)
 FB1320
 FB1320.The horizontal coordinates were scaled from a topographic map and have
 FB1320.an estimated accuracy of +/- 6 seconds.
 FB1320
 FB1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1320.The vertical order pertains to the NGVD 29 superseded value.
 FB1320
 FB1320.The geoid height was determined by GEOID03.
 FB1320
 FB1320;                    North         East    Units  Estimated Accuracy
 FB1320;SPC TN       -   174,840.      862,090.      MT  (+/- 180 meters Scaled)
 FB1320
 FB1320                          SUPERSEDED SURVEY CONTROL
 FB1320
 FB1320  NGVD 29 (??/??/92)  453.047  (m)         1486.37   (f) ADJ UNCH    ?  
 FB1320
 FB1320.Superseded values are not recommended for survey control.
 FB1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1320.See file dsdata.txt to determine how the superseded data were derived.
 FB1320
 FB1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV106720(NAD 83)
 FB1320_MARKER: DB = BENCH MARK DISK
 FB1320_SETTING: 66 = SET IN ROCK OUTCROP
 FB1320_SP_SET: ROCK OUTCROP
 FB1320_STAMPING: W 122 1935
 FB1320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1320+STABILITY: POSITION/ELEVATION WELL
 FB1320
 FB1320  HISTORY     - Date     Condition        Report By
 FB1320  HISTORY     - 1935     MONUMENTED       CGS
 FB1320  HISTORY     - 1949     GOOD             NGS
 FB1320
 FB1320                          STATION DESCRIPTION
 FB1320
 FB1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1320'7.6 MI SW FROM DEL RIO.
 FB1320'7.6 MILES SOUTHWEST ALONG FIFTEENTH ROAD FROM THE JUNCTION OF
 FB1320'STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO, COCKE COUNTY, ON THE
 FB1320'PROPERTY OF W.T. COGDILL, 70 FEET SOUTH OF THE HOUSE, 50 FEET
 FB1320'EAST OF A FORD, 20 FEET SOUTHEAST OF THE ROAD, 15.6 FEET SOUTH OF
 FB1320'A 12-INCH HEMLOCK TREE, 14 FEET SOUTHEAST OF A SPRING, 8.3 FEET
 FB1320'SOUTHEAST OF AN 8-INCH SILVER POPLAR TREE, 7.1 FEET WEST OF A
 FB1320'STEEL POST WITH A CONTROL MARKER SIGN, 6 FEET NORTH OF GULF FORK
 FB1320'BIG CREEK, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 FB1320'STAMPED W 122 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0945 ***********************************************************************
 FB0945  DESIGNATION -  W 125
 FB0945  PID         -  FB0945
 FB0945  STATE/COUNTY-  TN/COCKE
 FB0945  USGS QUAD   -  LEMON GAP (1976)
 FB0945
 FB0945                         *CURRENT SURVEY CONTROL
 FB0945  ___________________________________________________________________
 FB0945* NAD 83(1986)-  35 50 16.     (N)    082 57 15.     (W)     SCALED    
 FB0945* NAVD 88     -       936.21   (+/-2cm)    3071.5    (feet)  VERTCON   
 FB0945  ___________________________________________________________________
 FB0945  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB0945
 FB0945  VERT ORDER  -  ? (See Below)
 FB0945
 FB0945.The horizontal coordinates were scaled from a topographic map and have
 FB0945.an estimated accuracy of +/- 6 seconds.
 FB0945
 FB0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0945.The vertical order pertains to the NGVD 29 superseded value.
 FB0945
 FB0945.The geoid height was determined by GEOID03.
 FB0945
 FB0945;                    North         East    Units  Estimated Accuracy
 FB0945;SPC TN       -   171,200.      875,130.      MT  (+/- 180 meters Scaled)
 FB0945
 FB0945                          SUPERSEDED SURVEY CONTROL
 FB0945
 FB0945  NGVD 29 (??/??/92)  936.295  (m)         3071.83   (f) ADJ UNCH    ?  
 FB0945
 FB0945.Superseded values are not recommended for survey control.
 FB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0945.See file dsdata.txt to determine how the superseded data were derived.
 FB0945
 FB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV235677(NAD 83)
 FB0945_MARKER: DB = BENCH MARK DISK
 FB0945_SETTING: 66 = SET IN ROCK OUTCROP
 FB0945_SP_SET: ROCK OUTCROP
 FB0945_STAMPING: W 125 1935
 FB0945_MARK LOGO: CGS   
 FB0945_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0945+STABILITY: POSITION/ELEVATION WELL
 FB0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0945+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 FB0945
 FB0945  HISTORY     - Date     Condition        Report By
 FB0945  HISTORY     - 1935     MONUMENTED       CGS
 FB0945  HISTORY     - 1955     GOOD             NGS
 FB0945  HISTORY     - 20040810 GOOD             NCGS
 FB0945
 FB0945                          STATION DESCRIPTION
 FB0945
 FB0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0945'11.7 MI SE FROM DEL RIO.
 FB0945'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0945'OF THE SOUTHERN RAILWAY AT DEL RIO, THENCE, 2.9 MILES SOUTHEAST
 FB0945'ALONG THE JONESTOWN ROAD, AND THENCE 6.0 MILES SOUTHEAST ALONG
 FB0945'THE ROUND MOUNTAIN ROAD, ON THE PROPERTY OF PISGAH NATIONAL
 FB0945'PARK, 225 FEET SOUTHEAST OF THE JUNCTION OF AN OLD ROAD, 170
 FB0945'FEET SOUTHEAST OF THE CROSSING OF RATTLESNAKE BRANCH, AT THE
 FB0945'MIDDLE OF A LONG WINDING CURVE, 60 FEET SOUTHWEST OF THE ROAD,
 FB0945'34 FEET NORTHWEST OF A SPRING, 29.6 FEET SOUTHWEST OF A 10-INCH
 FB0945'PAINTED POPLAR TREE, 10 FEET SOUTHEAST OF A 9-INCH POPLAR TREE,
 FB0945'IN THE SOUTHWEST CORNER OF A SMALL CLEARING, AND IN THE TOP OF A
 FB0945'ROCK OUTCROP.  A STANDARD DISK, STAMPED W 125 1935.
 FB0945
 FB0945                          STATION RECOVERY (2004)
 FB0945
 FB0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (PAC)
 FB0945'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING CONDITIONS.  MARK IS
 FB0945'LOCATED 55.4 FT (16.9 M) WEST-NORTHWEST OF THE CENTERLINE OF PATCH
 FB0945'ROAD, 81.5 FT (24.8 M) SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 FB0945'PATCH ROAD AND FS 339 (THE NATIONAL FOREST SERVICE ROAD TO ROUND
 FB0945'MOUNTAIN RECREATION AREA) , 113.5 FT (34.6 M) SOUTH OF THE WEST END OF
 FB0945'THE STONE FOUNDATION OF A NATIONAL FOREST SIGN, AND 43.3 FT (13.2 M)
 FB0945'WEST OF A 20 INCH POPLAR, 11.6 FT (3.5 M) SOUTHEAST OF A 22 INCH
 FB0945'POPLAR, 49.8 FT (15.2 M) NORTHEAST OF A 24 INCH TWIN HEMLOCK--ALL
 FB0945'THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1197 ***********************************************************************
 FB1197  DESIGNATION -  W 127
 FB1197  PID         -  FB1197
 FB1197  STATE/COUNTY-  TN/COCKE
 FB1197  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1197
 FB1197                         *CURRENT SURVEY CONTROL
 FB1197  ___________________________________________________________________
 FB1197* NAD 83(1986)-  35 55 00.     (N)    083 02 12.     (W)     SCALED    
 FB1197* NAVD 88     -       346.052  (meters)    1135.34   (feet)  ADJUSTED  
 FB1197  ___________________________________________________________________
 FB1197  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FB1197  DYNAMIC HT  -         345.717 (meters)    1134.24  (feet)  COMP
 FB1197  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FB1197
 FB1197  VERT ORDER  -  FIRST     CLASS I
 FB1197
 FB1197.The horizontal coordinates were scaled from a topographic map and have
 FB1197.an estimated accuracy of +/- 6 seconds.
 FB1197
 FB1197.The orthometric height was determined by differential leveling
 FB1197.and adjusted by the National Geodetic Survey in June 1991..
 FB1197
 FB1197.The geoid height was determined by GEOID03.
 FB1197
 FB1197.The dynamic height is computed by dividing the NAVD 88
 FB1197.geopotential number by the normal gravity value computed on the
 FB1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1197.degrees latitude (g = 980.6199 gals.).
 FB1197
 FB1197.The modeled gravity was interpolated from observed gravity values.
 FB1197
 FB1197;                    North         East    Units  Estimated Accuracy
 FB1197;SPC TN       -   179,720.      867,410.      MT  (+/- 180 meters Scaled)
 FB1197
 FB1197                          SUPERSEDED SURVEY CONTROL
 FB1197
 FB1197  NGVD 29 (??/??/92)  346.194  (m)         1135.80   (f) ADJ UNCH    1 1
 FB1197
 FB1197.Superseded values are not recommended for survey control.
 FB1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1197.See file dsdata.txt to determine how the superseded data were derived.
 FB1197
 FB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV162766(NAD 83)
 FB1197_MARKER: DB = BENCH MARK DISK
 FB1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1197_STAMPING: W 127 1935
 FB1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1197+STABILITY: SURFACE MOTION
 FB1197
 FB1197  HISTORY     - Date     Condition        Report By
 FB1197  HISTORY     - 1935     MONUMENTED       CGS
 FB1197  HISTORY     - 1967     GOOD             NGS
 FB1197
 FB1197                          STATION DESCRIPTION
 FB1197
 FB1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1197'0.6 MI SW FROM DEL RIO.
 FB1197'ABOUT 0.65 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1197'RAILROAD FROM THE STATION AT DEL RIO, 11 RAILS EAST OF MILEPOST
 FB1197'196, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 65 1/2
 FB1197'FEET NORTHWEST OF THE 2ND POWER POLE SOUTHEAST OF A METAL TELEPHONE
 FB1197'BOX, 1 1/2 FEET NORTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A
 FB1197'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 FB1197'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2199 ***********************************************************************
 GA2199  DESIGNATION -  W 129
 GA2199  PID         -  GA2199
 GA2199  STATE/COUNTY-  TN/JEFFERSON
 GA2199  USGS QUAD   -  NEW MARKET (1987)
 GA2199
 GA2199                         *CURRENT SURVEY CONTROL
 GA2199  ___________________________________________________________________
 GA2199* NAD 83(1986)-  36 05 03.     (N)    083 37 12.     (W)     SCALED    
 GA2199* NAVD 88     -       281.127  (meters)     922.33   (feet)  ADJUSTED  
 GA2199  ___________________________________________________________________
 GA2199  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2199  DYNAMIC HT  -         280.869 (meters)     921.48  (feet)  COMP
 GA2199  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 GA2199
 GA2199  VERT ORDER  -  FIRST     CLASS I
 GA2199
 GA2199.The horizontal coordinates were scaled from a topographic map and have
 GA2199.an estimated accuracy of +/- 6 seconds.
 GA2199
 GA2199.The orthometric height was determined by differential leveling
 GA2199.and adjusted by the National Geodetic Survey in June 1991..
 GA2199
 GA2199.The geoid height was determined by GEOID03.
 GA2199
 GA2199.The dynamic height is computed by dividing the NAVD 88
 GA2199.geopotential number by the normal gravity value computed on the
 GA2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2199.degrees latitude (g = 980.6199 gals.).
 GA2199
 GA2199.The modeled gravity was interpolated from observed gravity values.
 GA2199
 GA2199;                    North         East    Units  Estimated Accuracy
 GA2199;SPC TN       -   196,860.      814,330.      MT  (+/- 180 meters Scaled)
 GA2199
 GA2199                          SUPERSEDED SURVEY CONTROL
 GA2199
 GA2199  NGVD 29 (??/??/92)  281.261  (m)          922.77   (f) ADJ UNCH    1 1
 GA2199
 GA2199.Superseded values are not recommended for survey control.
 GA2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2199.See file dsdata.txt to determine how the superseded data were derived.
 GA2199
 GA2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV640964(NAD 83)
 GA2199_MARKER: DB = BENCH MARK DISK
 GA2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2199_STAMPING: W 129 1936
 GA2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2199+STABILITY: SURFACE MOTION
 GA2199
 GA2199  HISTORY     - Date     Condition        Report By
 GA2199  HISTORY     - 1936     MONUMENTED       CGS
 GA2199  HISTORY     - 1967     GOOD             NGS
 GA2199
 GA2199                          STATION DESCRIPTION
 GA2199
 GA2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2199'4 MI E FROM STRAWBERRY PLAINS.
 GA2199'ABOUT 4.0 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2199'OFFICE AT STRAWBERRY PLAINS, ABOUT 50 YARDS NORTH OF THE CENTER
 GA2199'LINE OF THE ROAD, ALONG THE NORTH RIGHT-OF-WAY OF THE SOUTHERN
 GA2199'RAILWAY, 74 1/2 FEET NORTHWEST OF MILEPOST 110, 38.8 FEET NORTH
 GA2199'OF THE NORTH RAIL OF THE WESTBOUND TRACK, 1.7 FEET SOUTH
 GA2199'OF THE RIGHT-OF-WAY FENCE LINE, 1.1 FEET EAST OF A METAL WITNESS
 GA2199'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 GA2199'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 GA2199'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2358 ***********************************************************************
 GA2358  DESIGNATION -  W 132
 GA2358  PID         -  GA2358
 GA2358  STATE/COUNTY-  TN/CLAIBORNE
 GA2358  USGS QUAD   -  AUSMUS (1980)
 GA2358
 GA2358                         *CURRENT SURVEY CONTROL
 GA2358  ___________________________________________________________________
 GA2358* NAD 83(1986)-  36 29 37.     (N)    083 48 54.     (W)     SCALED    
 GA2358* NAVD 88     -       372.636  (meters)    1222.56   (feet)  ADJUSTED  
 GA2358  ___________________________________________________________________
 GA2358  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GA2358  DYNAMIC HT  -         372.310 (meters)    1221.49  (feet)  COMP
 GA2358  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 GA2358
 GA2358  VERT ORDER  -  SECOND    CLASS 0
 GA2358
 GA2358.The horizontal coordinates were scaled from a topographic map and have
 GA2358.an estimated accuracy of +/- 6 seconds.
 GA2358
 GA2358.The orthometric height was determined by differential leveling
 GA2358.and adjusted by the National Geodetic Survey in June 1991..
 GA2358
 GA2358.The geoid height was determined by GEOID03.
 GA2358
 GA2358.The dynamic height is computed by dividing the NAVD 88
 GA2358.geopotential number by the normal gravity value computed on the
 GA2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2358.degrees latitude (g = 980.6199 gals.).
 GA2358
 GA2358.The modeled gravity was interpolated from observed gravity values.
 GA2358
 GA2358;                    North         East    Units  Estimated Accuracy
 GA2358;SPC TN       -   241,870.      795,760.      MT  (+/- 180 meters Scaled)
 GA2358
 GA2358                          SUPERSEDED SURVEY CONTROL
 GA2358
 GA2358  NGVD 29 (??/??/92)  372.780  (m)         1223.03   (f) ADJ UNCH    2 0
 GA2358
 GA2358.Superseded values are not recommended for survey control.
 GA2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2358.See file dsdata.txt to determine how the superseded data were derived.
 GA2358
 GA2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA478423(NAD 83)
 GA2358_MARKER: DB = BENCH MARK DISK
 GA2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2358_STAMPING: W 132 1936
 GA2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2358+STABILITY: SURFACE MOTION
 GA2358
 GA2358  HISTORY     - Date     Condition        Report By
 GA2358  HISTORY     - 1936     MONUMENTED       CGS
 GA2358  HISTORY     - 1949     GOOD             NGS
 GA2358
 GA2358                          STATION DESCRIPTION
 GA2358
 GA2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2358'9.8 MI W FROM ARTHUR.
 GA2358'9.8 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2358'STATION AT ARTHUR, CLAIBORNE COUNTY, 4.8 MILES EAST OF THE
 GA2358'SPEEDWELL CHURCH, 1.6 MILES WEST OF THE POWELL VALLEY HIGH
 GA2358'SCHOOL, OPPOSITE A HIGH TREE-COVERED KNOLL, 200 YARDS WEST OF
 GA2358'A 2-STORY WHITE FRAME FARMHOUSE, 17 FEET EAST OF SE CORNER OF AN
 GA2358'OLD FRAME BUILDING USED FOR A CHURCH, AND 19 YARDS NORTH OF THE
 GA2358'CENTERLINE OF THE HIGHWAY AND 12 FEET WEST OF A GROCERY STORE.
 GA2358'A STEEL POST WITH CONTROL-MARKER SIGN SET AT MONUMENT.  A STANDARD
 GA2358'DISK, STAMPED W 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0847 ***********************************************************************
 GD0847  DESIGNATION -  W 133
 GD0847  PID         -  GD0847
 GD0847  STATE/COUNTY-  TN/LAKE
 GD0847  USGS QUAD   -  MOORING (1983)
 GD0847
 GD0847                         *CURRENT SURVEY CONTROL
 GD0847  ___________________________________________________________________
 GD0847* NAD 83(1986)-  36 18 22.     (N)    089 31 00.     (W)     SCALED    
 GD0847* NAVD 88     -        85.717  (meters)     281.22   (feet)  ADJUSTED  
 GD0847  ___________________________________________________________________
 GD0847  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0847  DYNAMIC HT  -          85.647 (meters)     280.99  (feet)  COMP
 GD0847  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GD0847
 GD0847  VERT ORDER  -  FIRST     CLASS II
 GD0847
 GD0847.The horizontal coordinates were scaled from a topographic map and have
 GD0847.an estimated accuracy of +/- 6 seconds.
 GD0847
 GD0847.The orthometric height was determined by differential leveling
 GD0847.and adjusted by the National Geodetic Survey in June 1991..
 GD0847
 GD0847.The geoid height was determined by GEOID03.
 GD0847
 GD0847.The dynamic height is computed by dividing the NAVD 88
 GD0847.geopotential number by the normal gravity value computed on the
 GD0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0847.degrees latitude (g = 980.6199 gals.).
 GD0847
 GD0847.The modeled gravity was interpolated from observed gravity values.
 GD0847
 GD0847;                    North         East    Units  Estimated Accuracy
 GD0847;SPC TN       -   224,560.      284,230.      MT  (+/- 180 meters Scaled)
 GD0847
 GD0847                          SUPERSEDED SURVEY CONTROL
 GD0847
 GD0847  NGVD 29 (??/??/??)   85.639  (m)          280.97   (f) ADJUSTED    1 2
 GD0847
 GD0847.Superseded values are not recommended for survey control.
 GD0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0847.See file dsdata.txt to determine how the superseded data were derived.
 GD0847
 GD0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF740208(NAD 83)
 GD0847_MARKER: DB = BENCH MARK DISK
 GD0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0847_STAMPING: W 133 1957
 GD0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0847+STABILITY: SURFACE MOTION
 GD0847
 GD0847  HISTORY     - Date     Condition        Report By
 GD0847  HISTORY     - 1957     MONUMENTED       CGS
 GD0847  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD0847
 GD0847                          STATION DESCRIPTION
 GD0847
 GD0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0847'0.6 MI S FROM MOORING.
 GD0847'0.55 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE ROAD JUNCTION
 GD0847'AND SCHOOL AT MOORING, AT AN EAST-WEST CROSSROAD, 181 FEET
 GD0847'WEST OF CENTER LINE OF BLACK TOP ROAD, 24 FEET NORTH OF CENTER
 GD0847'LINE OF GRAVEL ROAD WEST, 73 FEET SOUTHEAST OF SOUTHEAST CORNER
 GD0847'OF A METAL QUONSET TYPE MACHINE SHED, 78 FEET EAST OF A POWER
 GD0847'POLE, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH
 GD0847'FENCE LINE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT
 GD0847'1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GD0847'POST PROJECTING 3 INCHES.
 GD0847
 GD0847                          STATION RECOVERY (2002)
 GD0847
 GD0847'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0847'SUSPECTED DESTROYED DUE TO ROAD AND DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0924 ***********************************************************************
 FE0924  DESIGNATION -  W 134
 FE0924  PID         -  FE0924
 FE0924  STATE/COUNTY-  TN/LAUDERDALE
 FE0924  USGS QUAD   -  FOWLKES (1983)
 FE0924
 FE0924                         *CURRENT SURVEY CONTROL
 FE0924  ___________________________________________________________________
 FE0924* NAD 83(1986)-  35 53 14.     (N)    089 23 37.     (W)     SCALED    
 FE0924* NAVD 88     -        92.513  (meters)     303.52   (feet)  ADJUSTED  
 FE0924  ___________________________________________________________________
 FE0924  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0924  DYNAMIC HT  -          92.434 (meters)     303.26  (feet)  COMP
 FE0924  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 FE0924
 FE0924  VERT ORDER  -  FIRST     CLASS I
 FE0924
 FE0924.The horizontal coordinates were scaled from a topographic map and have
 FE0924.an estimated accuracy of +/- 6 seconds.
 FE0924
 FE0924.The orthometric height was determined by differential leveling
 FE0924.and adjusted by the National Geodetic Survey in June 1991..
 FE0924
 FE0924.The geoid height was determined by GEOID03.
 FE0924
 FE0924.The dynamic height is computed by dividing the NAVD 88
 FE0924.geopotential number by the normal gravity value computed on the
 FE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0924.degrees latitude (g = 980.6199 gals.).
 FE0924
 FE0924.The modeled gravity was interpolated from observed gravity values.
 FE0924
 FE0924;                    North         East    Units  Estimated Accuracy
 FE0924;SPC TN       -   177,710.      293,660.      MT  (+/- 180 meters Scaled)
 FE0924
 FE0924                          SUPERSEDED SURVEY CONTROL
 FE0924
 FE0924  NGVD 29 (??/??/??)   92.455  (m)          303.33   (f) ADJUSTED    1 1
 FE0924
 FE0924.Superseded values are not recommended for survey control.
 FE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0924.See file dsdata.txt to determine how the superseded data were derived.
 FE0924
 FE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE839740(NAD 83)
 FE0924_MARKER: DB = BENCH MARK DISK
 FE0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0924_STAMPING: W 134 1957
 FE0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0924+STABILITY: SURFACE MOTION
 FE0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0924+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0924
 FE0924  HISTORY     - Date     Condition        Report By
 FE0924  HISTORY     - 1957     MONUMENTED       CGS
 FE0924  HISTORY     - 1974     GOOD             NGS
 FE0924  HISTORY     - 20020804 GOOD             USACE
 FE0924
 FE0924                          STATION DESCRIPTION
 FE0924
 FE0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0924'0.7 MI N FROM HALLS.
 FE0924'ABOUT 0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 51 FROM THE FIRST
 FE0924'BAPTIST CHURCH IN HALLS, AT THE JUNCTION OF U.S. HIGHWAY 51
 FE0924'(CHURCH STREET) AND STATE HIGHWAY 88, AT THE INTERSECTION OF
 FE0924'A BLACKTOP ROAD WEST AND A GRAVEL ROAD EAST, 155 FEET NORTH OF
 FE0924'THE CENTER LINE OF THE GRAVEL ROAD EAST, 145.4 FEET EAST AND
 FE0924'ACROSS THE ILLINOIS CENTRAL RAILROAD FROM THE CENTER LINE OF THE
 FE0924'HIGHWAY, 0.7 FOOT NORTH OF A WOODEN POST, 0.7 FOOT SOUTH OF A
 FE0924'WOODEN POST, 3 FEET ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 FE0924'POST PROJECTING 0.1 FOOT.
 FE0924
 FE0924                          STATION RECOVERY (2002)
 FE0924
 FE0924'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0924'GRAVEL ROAD EAST IS NOW PAVED AND IS SHOT GUN RD.
 FE0924'OLD HWY 51 IS NOW STATE HWY 210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0393 ***********************************************************************
 GD0393  DESIGNATION -  W 14
 GD0393  PID         -  GD0393
 GD0393  STATE/COUNTY-  TN/GIBSON
 GD0393  USGS QUAD   -  DYER (1985)
 GD0393
 GD0393                         *CURRENT SURVEY CONTROL
 GD0393  ___________________________________________________________________
 GD0393* NAD 83(1986)-  36 06 52.     (N)    088 59 11.     (W)     SCALED    
 GD0393* NAVD 88     -        98.195  (meters)     322.16   (feet)  ADJUSTED  
 GD0393  ___________________________________________________________________
 GD0393  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0393  DYNAMIC HT  -          98.113 (meters)     321.89  (feet)  COMP
 GD0393  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GD0393
 GD0393  VERT ORDER  -  SECOND    CLASS 0
 GD0393
 GD0393.The horizontal coordinates were scaled from a topographic map and have
 GD0393.an estimated accuracy of +/- 6 seconds.
 GD0393
 GD0393.The orthometric height was determined by differential leveling
 GD0393.and adjusted by the National Geodetic Survey in June 1991..
 GD0393
 GD0393.The geoid height was determined by GEOID03.
 GD0393
 GD0393.The dynamic height is computed by dividing the NAVD 88
 GD0393.geopotential number by the normal gravity value computed on the
 GD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0393.degrees latitude (g = 980.6199 gals.).
 GD0393
 GD0393.The modeled gravity was interpolated from observed gravity values.
 GD0393
 GD0393;                    North         East    Units  Estimated Accuracy
 GD0393;SPC TN       -   201,720.      331,180.      MT  (+/- 180 meters Scaled)
 GD0393
 GD0393                          SUPERSEDED SURVEY CONTROL
 GD0393
 GD0393  NGVD 29 (??/??/??)   98.217  (m)          322.23   (f) ADJUSTED    2 0
 GD0393
 GD0393.Superseded values are not recommended for survey control.
 GD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0393.See file dsdata.txt to determine how the superseded data were derived.
 GD0393
 GD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE212984(NAD 83)
 GD0393_MARKER: DB = BENCH MARK DISK
 GD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0393_STAMPING: W 14 1935
 GD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0393+STABILITY: SURFACE MOTION
 GD0393
 GD0393  HISTORY     - Date     Condition        Report By
 GD0393  HISTORY     - 1935     MONUMENTED       CGS
 GD0393  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0393
 GD0393                          STATION DESCRIPTION
 GD0393
 GD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0393'1 MI S FROM RUTHERFORD.
 GD0393'1.0 MILE SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0393'STATION AT RUTHERFORD, GIBSON COUNTY, AT MILEAGE 424.6, AT A
 GD0393'FIELD ROAD CROSSING, 48 FEET EAST OF THE CENTERLINE OF THE
 GD0393'TRACK, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 GD0393'FROM THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 14 1935
 GD0393'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS NO
 GD0393'EVIDENCE THAT THE RR RIGHT-OF-WAY HAS BEEN CLEARED RECENTLY IN
 GD0393'THIS AREA, AND IT IS PRESUMED THAT THIS BENCH MARK WAS DESTROYED
 GD0393'BY EQUIPMENT USED IN CLEARING THE AREA.
 GD0393
 GD0393                          STATION RECOVERY (1967)
 GD0393
 GD0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0323 ***********************************************************************
 FC0323  DESIGNATION -  W 15
 FC0323  PID         -  FC0323
 FC0323  STATE/COUNTY-  TN/MCMINN
 FC0323  USGS QUAD   -  ENGLEWOOD (1980)
 FC0323
 FC0323                         *CURRENT SURVEY CONTROL
 FC0323  ___________________________________________________________________
 FC0323* NAD 83(1986)-  35 25 22.     (N)    084 29 28.     (W)     SCALED    
 FC0323* NAVD 88     -       261.603  (meters)     858.28   (feet)  ADJUSTED  
 FC0323  ___________________________________________________________________
 FC0323  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0323  DYNAMIC HT  -         261.351 (meters)     857.45  (feet)  COMP
 FC0323  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 FC0323
 FC0323  VERT ORDER  -  SECOND    CLASS 0
 FC0323
 FC0323.The horizontal coordinates were scaled from a topographic map and have
 FC0323.an estimated accuracy of +/- 6 seconds.
 FC0323
 FC0323.The orthometric height was determined by differential leveling
 FC0323.and adjusted by the National Geodetic Survey in June 1991..
 FC0323
 FC0323.The geoid height was determined by GEOID03.
 FC0323
 FC0323.The dynamic height is computed by dividing the NAVD 88
 FC0323.geopotential number by the normal gravity value computed on the
 FC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0323.degrees latitude (g = 980.6199 gals.).
 FC0323
 FC0323.The modeled gravity was interpolated from observed gravity values.
 FC0323
 FC0323;                    North         East    Units  Estimated Accuracy
 FC0323;SPC TN       -   121,930.      737,020.      MT  (+/- 180 meters Scaled)
 FC0323
 FC0323                          SUPERSEDED SURVEY CONTROL
 FC0323
 FC0323  NGVD 29 (??/??/92)  261.683  (m)          858.54   (f) ADJ UNCH    2 0
 FC0323
 FC0323.Superseded values are not recommended for survey control.
 FC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0323.See file dsdata.txt to determine how the superseded data were derived.
 FC0323
 FC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277228(NAD 83)
 FC0323_MARKER: DB = BENCH MARK DISK
 FC0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0323_STAMPING: W 15 1933
 FC0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0323+STABILITY: SURFACE MOTION
 FC0323
 FC0323  HISTORY     - Date     Condition        Report By
 FC0323  HISTORY     - 1933     MONUMENTED       CGS
 FC0323  HISTORY     - 1949     GOOD             NGS
 FC0323
 FC0323                          STATION DESCRIPTION
 FC0323
 FC0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0323'AT ENGLEWOOD.
 FC0323'AT ENGLEWOOD, MC MINN COUNTY, 0.4 MILE SOUTHWEST OF THE LOUISVILLE
 FC0323'AND NASHVILLE RAILROAD STATION, JUST WEST OF THE SWITCH AT THE
 FC0323'BEGINNING OF THE SINGLE TRACK, 88 FEET NORTH OF THE CENTER OF THE
 FC0323'FIRST ROAD CROSSING SOUTHWEST OF THE STATION, 59 FEET EAST OF
 FC0323'THE CENTERLINE OF THE ROAD, 40 FEET NORTHWEST OF THE NORTHWEST
 FC0323'RAIL OF THE MAIN TRACK, 5 FEET SOUTHEAST OF THE NORTHWEST
 FC0323'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 FC0323'STANDARD DISK, STAMPED W 15 1933 AND SET IN THE TOP OF A CONCRETE
 FC0323'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0934 ***********************************************************************
 GD0934  DESIGNATION -  W 152
 GD0934  PID         -  GD0934
 GD0934  STATE/COUNTY-  TN/DYER
 GD0934  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0934
 GD0934                         *CURRENT SURVEY CONTROL
 GD0934  ___________________________________________________________________
 GD0934* NAD 83(1986)-  36 00 18.     (N)    089 37 53.     (W)     SCALED    
 GD0934* NAVD 88     -        79.644  (meters)     261.30   (feet)  ADJUSTED  
 GD0934  ___________________________________________________________________
 GD0934  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0934  DYNAMIC HT  -          79.577 (meters)     261.08  (feet)  COMP
 GD0934  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GD0934
 GD0934  VERT ORDER  -  FIRST     CLASS II
 GD0934
 GD0934.The horizontal coordinates were scaled from a topographic map and have
 GD0934.an estimated accuracy of +/- 6 seconds.
 GD0934
 GD0934.The orthometric height was determined by differential leveling
 GD0934.and adjusted by the National Geodetic Survey in June 1991..
 GD0934
 GD0934.The geoid height was determined by GEOID03.
 GD0934
 GD0934.The dynamic height is computed by dividing the NAVD 88
 GD0934.geopotential number by the normal gravity value computed on the
 GD0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0934.degrees latitude (g = 980.6199 gals.).
 GD0934
 GD0934.The modeled gravity was interpolated from observed gravity values.
 GD0934
 GD0934;                    North         East    Units  Estimated Accuracy
 GD0934;SPC TN       -   191,540.      272,690.      MT  (+/- 180 meters Scaled)
 GD0934
 GD0934                          SUPERSEDED SURVEY CONTROL
 GD0934
 GD0934  NGVD 29 (??/??/??)   79.587  (m)          261.11   (f) ADJUSTED    1 2
 GD0934
 GD0934.Superseded values are not recommended for survey control.
 GD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0934.See file dsdata.txt to determine how the superseded data were derived.
 GD0934
 GD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE628877(NAD 83)
 GD0934_MARKER: DB = BENCH MARK DISK
 GD0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0934_STAMPING: W 152 1943
 GD0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0934+STABILITY: SURFACE MOTION
 GD0934
 GD0934  HISTORY     - Date     Condition        Report By
 GD0934  HISTORY     - 1943     MONUMENTED       CGS
 GD0934  HISTORY     - 1957     GOOD             CGS
 GD0934  HISTORY     - 20020717 POOR             USACE
 GD0934
 GD0934                          STATION DESCRIPTION
 GD0934
 GD0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0934'3.2 MI E FROM MIDWAY.
 GD0934'ABOUT 3.25 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0934'BAPTIST CHURCH AT MIDWAY, ABOUT 0.85 MILE EAST OF EAST END OF
 GD0934'BRIDGE OVER OBION RIVER, 36 FEET SOUTH-SOUTHEAST OF CENTER LINE
 GD0934'OF ROAD, 27 FEET EAST OF CENTER LINE OF AN ABANDONED DRIVE
 GD0934'SOUTH, 39 FEET NORTHEAST OF A LONE 30-INCH ELM TREE, 14 FEET
 GD0934'SOUTH OF POWER POLE NO. E 79, IN A PLOWED FIELD, AND SET IN THE
 GD0934'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GD0934
 GD0934                          STATION RECOVERY (2002)
 GD0934
 GD0934'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0934'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0459 ***********************************************************************
 FE0459  DESIGNATION -  W 154
 FE0459  PID         -  FE0459
 FE0459  STATE/COUNTY-  TN/HARDEMAN
 FE0459  USGS QUAD   -  MIDDLETON (1980)
 FE0459
 FE0459                         *CURRENT SURVEY CONTROL
 FE0459  ___________________________________________________________________
 FE0459* NAD 83(1986)-  35 03 52.     (N)    088 54 01.     (W)     SCALED    
 FE0459* NAVD 88     -       130.021  (meters)     426.58   (feet)  ADJUSTED  
 FE0459  ___________________________________________________________________
 FE0459  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0459  DYNAMIC HT  -         129.898 (meters)     426.17  (feet)  COMP
 FE0459  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FE0459
 FE0459  VERT ORDER  -  FIRST     CLASS II
 FE0459
 FE0459.The horizontal coordinates were scaled from a topographic map and have
 FE0459.an estimated accuracy of +/- 6 seconds.
 FE0459
 FE0459.The orthometric height was determined by differential leveling
 FE0459.and adjusted by the National Geodetic Survey in June 1991..
 FE0459
 FE0459.The geoid height was determined by GEOID03.
 FE0459
 FE0459.The dynamic height is computed by dividing the NAVD 88
 FE0459.geopotential number by the normal gravity value computed on the
 FE0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0459.degrees latitude (g = 980.6199 gals.).
 FE0459
 FE0459.The modeled gravity was interpolated from observed gravity values.
 FE0459
 FE0459;                    North         East    Units  Estimated Accuracy
 FE0459;SPC TN       -    85,040.      335,480.      MT  (+/- 180 meters Scaled)
 FE0459
 FE0459                          SUPERSEDED SURVEY CONTROL
 FE0459
 FE0459  NGVD 29 (??/??/??)  129.991  (m)          426.48   (f) ADJUSTED    1 2
 FE0459
 FE0459.Superseded values are not recommended for survey control.
 FE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0459.See file dsdata.txt to determine how the superseded data were derived.
 FE0459
 FE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD267818(NAD 83)
 FE0459_MARKER: DD = SURVEY DISK
 FE0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0459_STAMPING: W 154 1944
 FE0459_MARK LOGO: TNGS  
 FE0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0459+STABILITY: SURFACE MOTION
 FE0459
 FE0459  HISTORY     - Date     Condition        Report By
 FE0459  HISTORY     - 1944     MONUMENTED       TNGS
 FE0459  HISTORY     - 1944     GOOD             CGS
 FE0459  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0459
 FE0459                          STATION DESCRIPTION
 FE0459
 FE0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0459'0.6 MI W FROM MIDDLETON.
 FE0459'0.6 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0459'MIDDLETON, HARDEMAN COUNTY, 104 FEET EAST OF A CITY-LIMIT SIGN,
 FE0459'22 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 24 FEET NORTH OF THE
 FE0459'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 2 FEET WEST
 FE0459'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
 FE0459'A STATE SURVEY STANDARD DISK, STAMPED W 154 1944 AND SET IN THE
 FE0459'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FE0459
 FE0459                          STATION RECOVERY (1983)
 FE0459
 FE0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0459'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 FE0459'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0294 ***********************************************************************
 FE0294  DESIGNATION -  W 155
 FE0294  PID         -  FE0294
 FE0294  STATE/COUNTY-  TN/HARDIN
 FE0294  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0294
 FE0294                         *CURRENT SURVEY CONTROL
 FE0294  ___________________________________________________________________
 FE0294* NAD 83(1986)-  35 07 36.     (N)    088 19 28.     (W)     SCALED    
 FE0294* NAVD 88     -       146.051  (meters)     479.17   (feet)  ADJUSTED  
 FE0294  ___________________________________________________________________
 FE0294  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE0294  DYNAMIC HT  -         145.917 (meters)     478.73  (feet)  COMP
 FE0294  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 FE0294
 FE0294  VERT ORDER  -  FIRST     CLASS II
 FE0294
 FE0294.The horizontal coordinates were scaled from a topographic map and have
 FE0294.an estimated accuracy of +/- 6 seconds.
 FE0294
 FE0294.The orthometric height was determined by differential leveling
 FE0294.and adjusted by the National Geodetic Survey in June 1991..
 FE0294
 FE0294.The geoid height was determined by GEOID03.
 FE0294
 FE0294.The dynamic height is computed by dividing the NAVD 88
 FE0294.geopotential number by the normal gravity value computed on the
 FE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0294.degrees latitude (g = 980.6199 gals.).
 FE0294
 FE0294.The modeled gravity was interpolated from observed gravity values.
 FE0294
 FE0294;                    North         East    Units  Estimated Accuracy
 FE0294;SPC TN       -    90,540.      388,150.      MT  (+/- 180 meters Scaled)
 FE0294
 FE0294                          SUPERSEDED SURVEY CONTROL
 FE0294
 FE0294  NGVD 29 (??/??/??)  146.058  (m)          479.19   (f) ADJUSTED    1 2
 FE0294
 FE0294.Superseded values are not recommended for survey control.
 FE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0294.See file dsdata.txt to determine how the superseded data were derived.
 FE0294
 FE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD793878(NAD 83)
 FE0294_MARKER: DB = BENCH MARK DISK
 FE0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0294_STAMPING: W 155 1944
 FE0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0294+STABILITY: SURFACE MOTION
 FE0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0294+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2002
 FE0294
 FE0294  HISTORY     - Date     Condition        Report By
 FE0294  HISTORY     - 1944     MONUMENTED       CGS
 FE0294  HISTORY     - 1947     GOOD             CGS
 FE0294  HISTORY     - 1949     GOOD             CGS
 FE0294  HISTORY     - 20020902 GOOD             USACE
 FE0294
 FE0294                          STATION DESCRIPTION
 FE0294
 FE0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0294'2.2 MI SW FROM PITTSBURG LANDING.
 FE0294'2.25 MILES SOUTHWEST ALONG THE HAMBURG ROAD FROM THE POST OFFICE
 FE0294'AT PITTSBURG LANDING, ABOUT 0.3 MILE NORTHWEST OF THE SOUTHEAST
 FE0294'ENTRANCE TO SHILOH NATIONAL MILITARY PARK, AT THE NORTHWEST CORNER
 FE0294'OF A SMALL ORCHARD, 290 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE0294'A SMALL FARM HOUSE, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0294'ROAD, 123 FEET WEST AND ACROSS THE ROAD FROM THE NORTHWESTERN MOST
 FE0294'OF TWO CANNONS, 4 FEET EAST OF A FENCE CORNER POST, 2 FEET SOUTHEAST
 FE0294'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 FE0294'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A STEEL
 FE0294'POST WAS SET 2 FEET SOUTHWEST OF MARKER.
 FE0294
 FE0294                          STATION RECOVERY (1949)
 FE0294
 FE0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0294'RECOVERED IN GOOD CONDITION.
 FE0294
 FE0294                          STATION RECOVERY (2002)
 FE0294
 FE0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0975 ***********************************************************************
 FE0975  DESIGNATION -  W 156
 FE0975  PID         -  FE0975
 FE0975  STATE/COUNTY-  TN/FAYETTE
 FE0975  USGS QUAD   -  MOSCOW SE (1983)
 FE0975
 FE0975                         *CURRENT SURVEY CONTROL
 FE0975  ___________________________________________________________________
 FE0975* NAD 83(1986)-  35 03 53.     (N)    089 21 34.     (W)     SCALED    
 FE0975* NAVD 88     -       119.161  (meters)     390.95   (feet)  ADJUSTED  
 FE0975  ___________________________________________________________________
 FE0975  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0975  DYNAMIC HT  -         119.048 (meters)     390.58  (feet)  COMP
 FE0975  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FE0975
 FE0975  VERT ORDER  -  FIRST     CLASS II
 FE0975
 FE0975.The horizontal coordinates were scaled from a topographic map and have
 FE0975.an estimated accuracy of +/- 6 seconds.
 FE0975
 FE0975.The orthometric height was determined by differential leveling
 FE0975.and adjusted by the National Geodetic Survey in June 1991..
 FE0975
 FE0975.The geoid height was determined by GEOID03.
 FE0975
 FE0975.The dynamic height is computed by dividing the NAVD 88
 FE0975.geopotential number by the normal gravity value computed on the
 FE0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0975.degrees latitude (g = 980.6199 gals.).
 FE0975
 FE0975.The modeled gravity was interpolated from observed gravity values.
 FE0975
 FE0975;                    North         East    Units  Estimated Accuracy
 FE0975;SPC TN       -    86,410.      293,610.      MT  (+/- 180 meters Scaled)
 FE0975
 FE0975                          SUPERSEDED SURVEY CONTROL
 FE0975
 FE0975  NGVD 29 (??/??/??)  119.104  (m)          390.76   (f) ADJUSTED    1 2
 FE0975
 FE0975.Superseded values are not recommended for survey control.
 FE0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0975.See file dsdata.txt to determine how the superseded data were derived.
 FE0975
 FE0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD848827(NAD 83)
 FE0975_MARKER: DB = BENCH MARK DISK
 FE0975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0975_STAMPING: W 156 1944
 FE0975_MARK LOGO: CGS   
 FE0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0975+STABILITY: SURFACE MOTION
 FE0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0975+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0975
 FE0975  HISTORY     - Date     Condition        Report By
 FE0975  HISTORY     - 1944     MONUMENTED       CGS
 FE0975  HISTORY     - 1983     GOOD             NGS
 FE0975  HISTORY     - 20020924 GOOD             USACE
 FE0975
 FE0975                          STATION DESCRIPTION
 FE0975
 FE0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0975'2.5 MI E FROM MOSCOW.
 FE0975'2.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0975'MOSCOW, FAYETTE COUNTY, 0.3 MILE WEST OF MILEPOST 510, 0.1 MILE
 FE0975'EAST OF BLOCK SIGNAL 5103 A, AT A CONCRETE CULVERT, IN THE TOP
 FE0975'OF THE WEST END OF THE NORTH HEADWALL, 16 FEET NORTH OF THE
 FE0975'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 FE0975'A STANDARD DISK, STAMPED W 156 1944.
 FE0975
 FE0975                          STATION RECOVERY (1983)
 FE0975
 FE0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0975'RECOVERED IN GOOD CONDITION.  NOTE, MARK IS NOW LOCATED 0.6 KM
 FE0975'(0.4 MI) WEST OF RAILROAD MILEPOST NUMBER 510 AND 0.5 KM (0.3 MI) WEST
 FE0975'OF A ROAD CROSSING, THE 19 IN THE STAMPING IS NOT LEGIBLE.  THE BLOCK
 FE0975'NUMBER 5103A HAS BEEN REMOVED.
 FE0975'THE MARK IS 0.91 M BELOW RAILROAD.
 FE0975
 FE0975                          STATION RECOVERY (2002)
 FE0975
 FE0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0554 ***********************************************************************
 FE0554  DESIGNATION -  W 157
 FE0554  PID         -  FE0554
 FE0554  STATE/COUNTY-  TN/MCNAIRY
 FE0554  USGS QUAD   -  GUYS (1983)
 FE0554
 FE0554                         *CURRENT SURVEY CONTROL
 FE0554  ___________________________________________________________________
 FE0554* NAD 83(1986)-  35 03 41.     (N)    088 36 31.     (W)     SCALED    
 FE0554* NAVD 88     -       127.428  (meters)     418.07   (feet)  ADJUSTED  
 FE0554  ___________________________________________________________________
 FE0554  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0554  DYNAMIC HT  -         127.307 (meters)     417.67  (feet)  COMP
 FE0554  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FE0554
 FE0554  VERT ORDER  -  FIRST     CLASS II
 FE0554
 FE0554.The horizontal coordinates were scaled from a topographic map and have
 FE0554.an estimated accuracy of +/- 6 seconds.
 FE0554
 FE0554.The orthometric height was determined by differential leveling
 FE0554.and adjusted by the National Geodetic Survey in June 1991..
 FE0554
 FE0554.The geoid height was determined by GEOID03.
 FE0554
 FE0554.The dynamic height is computed by dividing the NAVD 88
 FE0554.geopotential number by the normal gravity value computed on the
 FE0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0554.degrees latitude (g = 980.6199 gals.).
 FE0554
 FE0554.The modeled gravity was interpolated from observed gravity values.
 FE0554
 FE0554;                    North         East    Units  Estimated Accuracy
 FE0554;SPC TN       -    83,950.      362,060.      MT  (+/- 180 meters Scaled)
 FE0554
 FE0554                          SUPERSEDED SURVEY CONTROL
 FE0554
 FE0554  NGVD 29 (??/??/??)  127.417  (m)          418.03   (f) ADJUSTED    1 2
 FE0554
 FE0554.Superseded values are not recommended for survey control.
 FE0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0554.See file dsdata.txt to determine how the superseded data were derived.
 FE0554
 FE0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD533810(NAD 83)
 FE0554_MARKER: DB = BENCH MARK DISK
 FE0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0554_STAMPING: W 157 1944
 FE0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0554+STABILITY: SURFACE MOTION
 FE0554
 FE0554  HISTORY     - Date     Condition        Report By
 FE0554  HISTORY     - 1944     MONUMENTED       CGS
 FE0554  HISTORY     - 1948     GOOD             CGS
 FE0554  HISTORY     - 1972     POOR             TVA
 FE0554
 FE0554                          STATION DESCRIPTION
 FE0554
 FE0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0554'0.9 MI SE FROM RAMER.
 FE0554'ABOUT 0.9 MILE SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0554'FROM THE STATION AT RAMER, ABOUT 0.15 MILE SOUTHEAST OF MILE
 FE0554'POST 340, AT A PRIVATE ROAD CROSSING, 46 FEET NORTHEAST OF THE
 FE0554'NORTHEAST RAIL, 47 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE0554'PRIVATE ROAD CROSSING, ABOUT 100 YARDS NORTHWEST OF THE CROSSING
 FE0554'OF A POWER TRANSMISSION LINE, ABOUT 100 YARDS SOUTHEAST OF THE
 FE0554'SOUTHEAST END OF RAMER SIDING, 166.5 FEET NORTHWEST OF A SIGN
 FE0554'STATION 1 MILE, 30 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 FE0554'SOUTHWEST OF THE WIRE FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 FE0554'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 FE0554'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MONUMENT HAS BEEN
 FE0554'PUSHED OVER AND IS IN POOR CONDITION.  AND CAN NOT BE USED.
 FE0554
 FE0554                          STATION RECOVERY (1972)
 FE0554
 FE0554'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0554'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0512 ***********************************************************************
 FE0512  DESIGNATION -  W 158
 FE0512  PID         -  FE0512
 FE0512  STATE/COUNTY-  TN/MCNAIRY
 FE0512  USGS QUAD   -  MT PETER (1972)
 FE0512
 FE0512                         *CURRENT SURVEY CONTROL
 FE0512  ___________________________________________________________________
 FE0512* NAD 83(1986)-  35 20 45.     (N)    088 36 34.     (W)     SCALED    
 FE0512* NAVD 88     -       131.741  (meters)     432.22   (feet)  ADJUSTED  
 FE0512  ___________________________________________________________________
 FE0512  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0512  DYNAMIC HT  -         131.620 (meters)     431.82  (feet)  COMP
 FE0512  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 FE0512
 FE0512  VERT ORDER  -  FIRST     CLASS II
 FE0512
 FE0512.The horizontal coordinates were scaled from a topographic map and have
 FE0512.an estimated accuracy of +/- 6 seconds.
 FE0512
 FE0512.The orthometric height was determined by differential leveling
 FE0512.and adjusted by the National Geodetic Survey in June 1991..
 FE0512
 FE0512.The geoid height was determined by GEOID03.
 FE0512
 FE0512.The dynamic height is computed by dividing the NAVD 88
 FE0512.geopotential number by the normal gravity value computed on the
 FE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0512.degrees latitude (g = 980.6199 gals.).
 FE0512
 FE0512.The modeled gravity was interpolated from observed gravity values.
 FE0512
 FE0512;                    North         East    Units  Estimated Accuracy
 FE0512;SPC TN       -   115,500.      362,830.      MT  (+/- 180 meters Scaled)
 FE0512
 FE0512                          SUPERSEDED SURVEY CONTROL
 FE0512
 FE0512  NGVD 29 (??/??/??)  131.750  (m)          432.25   (f) ADJUSTED    1 2
 FE0512
 FE0512.Superseded values are not recommended for survey control.
 FE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0512.See file dsdata.txt to determine how the superseded data were derived.
 FE0512
 FE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE537125(NAD 83)
 FE0512_MARKER: DB = BENCH MARK DISK
 FE0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0512_STAMPING: W 158 1944
 FE0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0512+STABILITY: SURFACE MOTION
 FE0512
 FE0512  HISTORY     - Date     Condition        Report By
 FE0512  HISTORY     - 1944     MONUMENTED       CGS
 FE0512  HISTORY     - 1948     GOOD             CGS
 FE0512  HISTORY     - 1972     GOOD             TVA
 FE0512  HISTORY     - 20001011 POOR             PECOOP
 FE0512
 FE0512                          STATION DESCRIPTION
 FE0512
 FE0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0512'2.4 MI N FROM MCNAIRY.
 FE0512'ABOUT 2.45 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0512'FROM THE STATION AT MCNAIRY , ABOUT 1.1 MILES SOUTH OF THE
 FE0512'STATION AT FINGER, ABOUT 0.35 MILE NORTH OF MILE POST 361, AT A
 FE0512'PUBLIC DIRT ROAD CROSSING, 11.6 FEET EAST OF THE EAST RAIL, 47
 FE0512'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 53 FEET SOUTH AND
 FE0512'ACROSS THE ROAD FROM A CROSSING WARNING SIGN, 25 FEET SOUTH OF THE
 FE0512'EAST END OF A 30-INCH CONCRETE TILE CULVERT UNDER THE RAILROAD,
 FE0512'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 FE0512'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0512'NOTE-- 1949 REPORT A STEEL POST WITH CONTROL MARKER SIGN WAS
 FE0512'SET 2 FEET SOUTH OF MONUMENT.  NOTE-- MONUMENT IS 0.2 BELOW
 FE0512'SURFACE OF GROUND.  NO POST AND SIGN SET, POST AND SIGN SET 2.0 FT
 FE0512'E OF MONUMENT.
 FE0512
 FE0512                          STATION RECOVERY (1972)
 FE0512
 FE0512'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0512'RECOVERED IN GOOD CONDITION.
 FE0512
 FE0512                          STATION RECOVERY (2000)
 FE0512
 FE0512'RECOVERY NOTE BY PICKWICK ELECTRIC COOPERATIVE 2000 (JRL)
 FE0512'THE MARK WAS FOUND FULLY UPROOTED AND LAYING ON ITS SIDE.  THE DISK IS
 FE0512'STILL IN THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0746 ***********************************************************************
 FE0746  DESIGNATION -  W 159
 FE0746  PID         -  FE0746
 FE0746  STATE/COUNTY-  TN/MADISON
 FE0746  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0746
 FE0746                         *CURRENT SURVEY CONTROL
 FE0746  ___________________________________________________________________
 FE0746* NAD 83(1986)-  35 36 07.     (N)    088 48 05.     (W)     SCALED    
 FE0746* NAVD 88     -       111.658  (meters)     366.33   (feet)  ADJUSTED  
 FE0746  ___________________________________________________________________
 FE0746  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0746  DYNAMIC HT  -         111.558 (meters)     366.00  (feet)  COMP
 FE0746  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 FE0746
 FE0746  VERT ORDER  -  FIRST     CLASS II
 FE0746
 FE0746.The horizontal coordinates were scaled from a topographic map and have
 FE0746.an estimated accuracy of +/- 6 seconds.
 FE0746
 FE0746.The orthometric height was determined by differential leveling
 FE0746.and adjusted by the National Geodetic Survey in June 1991..
 FE0746
 FE0746.The geoid height was determined by GEOID03.
 FE0746
 FE0746.The dynamic height is computed by dividing the NAVD 88
 FE0746.geopotential number by the normal gravity value computed on the
 FE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0746.degrees latitude (g = 980.6199 gals.).
 FE0746
 FE0746.The modeled gravity was interpolated from observed gravity values.
 FE0746
 FE0746;                    North         East    Units  Estimated Accuracy
 FE0746;SPC TN       -   144,380.      346,200.      MT  (+/- 180 meters Scaled)
 FE0746
 FE0746                          SUPERSEDED SURVEY CONTROL
 FE0746
 FE0746  NGVD 29 (??/??/??)  111.693  (m)          366.45   (f) ADJUSTED    1 2
 FE0746
 FE0746.Superseded values are not recommended for survey control.
 FE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0746.See file dsdata.txt to determine how the superseded data were derived.
 FE0746
 FE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE368412(NAD 83)
 FE0746_MARKER: DB = BENCH MARK DISK
 FE0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0746_SP_SET: CONCRETE BASE
 FE0746_STAMPING: W 159 1944
 FE0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0746
 FE0746  HISTORY     - Date     Condition        Report By
 FE0746  HISTORY     - 1944     MONUMENTED       CGS
 FE0746  HISTORY     - 1948     GOOD             CGS
 FE0746
 FE0746                          STATION DESCRIPTION
 FE0746
 FE0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0746'1.6 MI SE FROM JACKSON.
 FE0746'ABOUT 1.6 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0746'FROM THE STATION AT JACKSON, ABOUT MIDWAY BETWEEN MILE POSTS 384
 FE0746'AND 385, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 FE0746'BASE OF THE NORTH LEG OF THE WATER TOWER AT THE G.M. AND O. RR
 FE0746'YARDS AT ISELIN, 61 FEET EAST OF THE EAST WALL OF THE ROUND
 FE0746'HOUSE AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1127 ***********************************************************************
 FE1127  DESIGNATION -  W 16
 FE1127  PID         -  FE1127
 FE1127  STATE/COUNTY-  TN/SHELBY
 FE1127  USGS QUAD   -  GERMANTOWN (1997)
 FE1127
 FE1127                         *CURRENT SURVEY CONTROL
 FE1127  ___________________________________________________________________
 FE1127* NAD 83(1986)-  35 03 47.     (N)    089 47 04.     (W)     SCALED    
 FE1127* NAVD 88     -       109.282  (meters)     358.54   (feet)  ADJUSTED  
 FE1127  ___________________________________________________________________
 FE1127  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE1127  DYNAMIC HT  -         109.180 (meters)     358.20  (feet)  COMP
 FE1127  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FE1127
 FE1127  VERT ORDER  -  FIRST     CLASS II
 FE1127
 FE1127.The horizontal coordinates were scaled from a topographic map and have
 FE1127.an estimated accuracy of +/- 6 seconds.
 FE1127
 FE1127.The orthometric height was determined by differential leveling
 FE1127.and adjusted by the National Geodetic Survey in June 1991..
 FE1127
 FE1127.The geoid height was determined by GEOID03.
 FE1127
 FE1127.The dynamic height is computed by dividing the NAVD 88
 FE1127.geopotential number by the normal gravity value computed on the
 FE1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1127.degrees latitude (g = 980.6199 gals.).
 FE1127
 FE1127.The modeled gravity was interpolated from observed gravity values.
 FE1127
 FE1127;                    North         East    Units  Estimated Accuracy
 FE1127;SPC TN       -    87,640.      254,860.      MT  (+/- 180 meters Scaled)
 FE1127
 FE1127                          SUPERSEDED SURVEY CONTROL
 FE1127
 FE1127  NGVD 29 (??/??/??)  109.237  (m)          358.39   (f) ADJUSTED    1 2
 FE1127
 FE1127.Superseded values are not recommended for survey control.
 FE1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1127.See file dsdata.txt to determine how the superseded data were derived.
 FE1127
 FE1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD460835(NAD 83)
 FE1127_MARKER: DB = BENCH MARK DISK
 FE1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1127_STAMPING: W 16 1934
 FE1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1127+STABILITY: SURFACE MOTION
 FE1127
 FE1127  HISTORY     - Date     Condition        Report By
 FE1127  HISTORY     - 1934     MONUMENTED       CGS
 FE1127  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1127
 FE1127                          STATION DESCRIPTION
 FE1127
 FE1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1127'7.1 MI W FROM COLLIERVILLE.
 FE1127'ABOUT 7.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1127'AT COLLIERVILLE, SHELBY COUNTY, ABOUT 112 FEET SOUTH ACROSS THE
 FE1127'TRACK FROM MILEPOST 535, 36.5 FEET SOUTHWEST OF THE CENTERLINE
 FE1127'OF THE TRACK, 25 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL
 FE1127'ROAD PARALLELING THE TRACK, NORTHEAST ACROSS THE ROAD FROM THE
 FE1127'WEST BRICK GATEPOST AT THE JUNCTION OF A PRIVATE ROAD, 2 FEET
 FE1127'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE
 FE1127'TRACK.  A STANDARD DISK, STAMPED W 16 1934 AND SET IN THE TOP
 FE1127'OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE THE GROUND.
 FE1127'NOTE-- A PAVED ROAD NOW COVERS THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0679 ***********************************************************************
 FE0679  DESIGNATION -  W 160
 FE0679  PID         -  FE0679
 FE0679  STATE/COUNTY-  TN/GIBSON
 FE0679  USGS QUAD   -  MILAN (1983)
 FE0679
 FE0679                         *CURRENT SURVEY CONTROL
 FE0679  ___________________________________________________________________
 FE0679* NAD 83(1986)-  35 58 21.     (N)    088 46 55.     (W)     SCALED    
 FE0679* NAVD 88     -       112.574  (meters)     369.34   (feet)  ADJUSTED  
 FE0679  ___________________________________________________________________
 FE0679  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0679  DYNAMIC HT  -         112.478 (meters)     369.02  (feet)  COMP
 FE0679  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 FE0679
 FE0679  VERT ORDER  -  FIRST     CLASS II
 FE0679
 FE0679.The horizontal coordinates were scaled from a topographic map and have
 FE0679.an estimated accuracy of +/- 6 seconds.
 FE0679
 FE0679.The orthometric height was determined by differential leveling
 FE0679.and adjusted by the National Geodetic Survey in June 1991..
 FE0679
 FE0679.The geoid height was determined by GEOID03.
 FE0679
 FE0679.The dynamic height is computed by dividing the NAVD 88
 FE0679.geopotential number by the normal gravity value computed on the
 FE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0679.degrees latitude (g = 980.6199 gals.).
 FE0679
 FE0679.The modeled gravity was interpolated from observed gravity values.
 FE0679
 FE0679;                    North         East    Units  Estimated Accuracy
 FE0679;SPC TN       -   185,430.      349,130.      MT  (+/- 180 meters Scaled)
 FE0679
 FE0679                          SUPERSEDED SURVEY CONTROL
 FE0679
 FE0679  NGVD 29 (??/??/??)  112.625  (m)          369.50   (f) ADJUSTED    1 2
 FE0679
 FE0679.Superseded values are not recommended for survey control.
 FE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0679.See file dsdata.txt to determine how the superseded data were derived.
 FE0679
 FE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE393823(NAD 83)
 FE0679_MARKER: DB = BENCH MARK DISK
 FE0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0679_SP_SET: BRIDGE
 FE0679_STAMPING: W 160 1944
 FE0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0679
 FE0679  HISTORY     - Date     Condition        Report By
 FE0679  HISTORY     - 1944     MONUMENTED       CGS
 FE0679  HISTORY     - 1948     GOOD             CGS
 FE0679  HISTORY     - 20020914 POOR             USACE
 FE0679
 FE0679                          STATION DESCRIPTION
 FE0679
 FE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0679'3.8 MI N FROM MILAN.
 FE0679'ABOUT 3.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0679'THE STATION AT MILAN, ABOUT 0.5 MILE SOUTH OF MILE POST C 444, ABOUT
 FE0679'0.25 MILE SOUTH OF THE ROAD CROSSING AT CADES, SET IN THE TOP OF
 FE0679'THE NORTHEAST END OF THE SOUTHWEST WING WALL OF A 35-FOOT CONCRETE
 FE0679'BRIDGE ON U.S. HIGHWAY 45E WHICH PARALLELS THE TRACK, 72.5 FEET
 FE0679'EAST OF THE EAST RAIL, 15 FEET WEST OF THE CENTER LINE OF THE
 FE0679'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY AND TRACK.
 FE0679
 FE0679                          STATION RECOVERY (2002)
 FE0679
 FE0679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0679'MARK DESTROYED. HWY WIDENED AND BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0723 ***********************************************************************
 GA0723  DESIGNATION -  W 162
 GA0723  PID         -  GA0723
 GA0723  STATE/COUNTY-  TN/HAWKINS
 GA0723  USGS QUAD   -  BUREM (1976)
 GA0723
 GA0723                         *CURRENT SURVEY CONTROL
 GA0723  ___________________________________________________________________
 GA0723* NAD 83(1986)-  36 23 28.     (N)    082 56 09.     (W)     SCALED    
 GA0723* NAVD 88     -       335.084  (meters)    1099.35   (feet)  ADJUSTED  
 GA0723  ___________________________________________________________________
 GA0723  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0723  DYNAMIC HT  -         334.779 (meters)    1098.35  (feet)  COMP
 GA0723  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GA0723
 GA0723  VERT ORDER  -  FIRST     CLASS I
 GA0723
 GA0723.The horizontal coordinates were scaled from a topographic map and have
 GA0723.an estimated accuracy of +/- 6 seconds.
 GA0723
 GA0723.The orthometric height was determined by differential leveling
 GA0723.and adjusted by the National Geodetic Survey in June 1991..
 GA0723
 GA0723.The geoid height was determined by GEOID03.
 GA0723
 GA0723.The dynamic height is computed by dividing the NAVD 88
 GA0723.geopotential number by the normal gravity value computed on the
 GA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0723.degrees latitude (g = 980.6199 gals.).
 GA0723
 GA0723.The modeled gravity was interpolated from observed gravity values.
 GA0723
 GA0723;                    North         East    Units  Estimated Accuracy
 GA0723;SPC TN       -   232,620.      874,860.      MT  (+/- 180 meters Scaled)
 GA0723
 GA0723                          SUPERSEDED SURVEY CONTROL
 GA0723
 GA0723  NGVD 29 (??/??/92)  335.241  (m)         1099.87   (f) ADJ UNCH    1 1
 GA0723
 GA0723.Superseded values are not recommended for survey control.
 GA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0723.See file dsdata.txt to determine how the superseded data were derived.
 GA0723
 GA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA263290(NAD 83)
 GA0723_MARKER: DB = BENCH MARK DISK
 GA0723_SETTING: 66 = SET IN ROCK OUTCROP
 GA0723_SP_SET: ROCK OUTCROP
 GA0723_STAMPING: W 162 1967
 GA0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0723+STABILITY: POSITION/ELEVATION WELL
 GA0723
 GA0723  HISTORY     - Date     Condition        Report By
 GA0723  HISTORY     - 1967     MONUMENTED       CGS
 GA0723
 GA0723                          STATION DESCRIPTION
 GA0723
 GA0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0723'2.3 MI SW FROM BUREM.
 GA0723'ABOUT 2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0723'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0723'ROAD AT BUREM, 0.1 MILE SOUTHWEST OF MILEPOST 72, 0.2 MILE
 GA0723'NORTHEAST OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 GA0723'SET IN THE TOP AND AT THE FOOT OF A SLANTING ROCK OUTCROP, 8 1/2
 GA0723'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1
 GA0723'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1781 ***********************************************************************
 GA1781  DESIGNATION -  W 163
 GA1781  PID         -  GA1781
 GA1781  STATE/COUNTY-  TN/HAMBLEN
 GA1781  USGS QUAD   -  MORRISTOWN (1979)
 GA1781
 GA1781                         *CURRENT SURVEY CONTROL
 GA1781  ___________________________________________________________________
 GA1781* NAD 83(1986)-  36 10 26.     (N)    083 18 26.     (W)     SCALED    
 GA1781* NAVD 88     -       425.223  (meters)    1395.09   (feet)  ADJUSTED  
 GA1781  ___________________________________________________________________
 GA1781  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1781  DYNAMIC HT  -         424.829 (meters)    1393.79  (feet)  COMP
 GA1781  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 GA1781
 GA1781  VERT ORDER  -  FIRST     CLASS I
 GA1781
 GA1781.The horizontal coordinates were scaled from a topographic map and have
 GA1781.an estimated accuracy of +/- 6 seconds.
 GA1781
 GA1781.The orthometric height was determined by differential leveling
 GA1781.and adjusted by the National Geodetic Survey in June 1991..
 GA1781
 GA1781.The geoid height was determined by GEOID03.
 GA1781
 GA1781.The dynamic height is computed by dividing the NAVD 88
 GA1781.geopotential number by the normal gravity value computed on the
 GA1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1781.degrees latitude (g = 980.6199 gals.).
 GA1781
 GA1781.The modeled gravity was interpolated from observed gravity values.
 GA1781
 GA1781;                    North         East    Units  Estimated Accuracy
 GA1781;SPC TN       -   207,540.      842,220.      MT  (+/- 180 meters Scaled)
 GA1781
 GA1781                          SUPERSEDED SURVEY CONTROL
 GA1781
 GA1781  NGVD 29 (??/??/92)  425.358  (m)         1395.53   (f) ADJ UNCH    1 1
 GA1781
 GA1781.Superseded values are not recommended for survey control.
 GA1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1781.See file dsdata.txt to determine how the superseded data were derived.
 GA1781
 GA1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA924057(NAD 83)
 GA1781_MARKER: DB = BENCH MARK DISK
 GA1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1781_SP_SET: FOUNDATION
 GA1781_STAMPING: W 163 1967
 GA1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1781
 GA1781  HISTORY     - Date     Condition        Report By
 GA1781  HISTORY     - 1967     MONUMENTED       CGS
 GA1781
 GA1781                          STATION DESCRIPTION
 GA1781
 GA1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1781'3.8 MI S FROM MORRISTOWN.
 GA1781'ABOUT 0.1 MILE SOUTH ALONG HENRY STREET FROM THE HENRY STREET
 GA1781'STATION POST OFFICE AT MORRISTOWN, THENCE 3.65 MILES SOUTH ALONG
 GA1781'THE SOUTHERN RAILWAY COMPANY RAILROAD, OR ABOUT 6.0 MILES NORTH
 GA1781'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE POST OFFICE
 GA1781'AT WHITE PINE, AT ROE JUNCTION, 125 FEET SOUTH OF THE CENTER
 GA1781'OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 140 FEET WEST
 GA1781'OF MILEPOST 225, 16 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 GA1781'SET IN THE TOP OF THE EAST END OF THE MORE NORTHERLY OF TWO
 GA1781'1- X 6-FOOT ABANDONED CONCRETE FOUNDATIONS FOR A CONTROL BUILDING,
 GA1781'11 FEET NORTH OF A METAL TELEPHONE BOX, ABOUT 2 FEET ABOVE THE
 GA1781'LEVEL OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GA1781'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1193 ***********************************************************************
 FB1193  DESIGNATION -  W 164
 FB1193  PID         -  FB1193
 FB1193  STATE/COUNTY-  TN/COCKE
 FB1193  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1193
 FB1193                         *CURRENT SURVEY CONTROL
 FB1193  ___________________________________________________________________
 FB1193* NAD 83(1986)-  35 56 07.     (N)    083 02 45.     (W)     SCALED    
 FB1193* NAVD 88     -       341.868  (meters)    1121.61   (feet)  ADJUSTED  
 FB1193  ___________________________________________________________________
 FB1193  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1193  DYNAMIC HT  -         341.539 (meters)    1120.53  (feet)  COMP
 FB1193  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 FB1193
 FB1193  VERT ORDER  -  FIRST     CLASS I
 FB1193
 FB1193.The horizontal coordinates were scaled from a topographic map and have
 FB1193.an estimated accuracy of +/- 6 seconds.
 FB1193
 FB1193.The orthometric height was determined by differential leveling
 FB1193.and adjusted by the National Geodetic Survey in June 1991..
 FB1193
 FB1193.The geoid height was determined by GEOID03.
 FB1193
 FB1193.The dynamic height is computed by dividing the NAVD 88
 FB1193.geopotential number by the normal gravity value computed on the
 FB1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1193.degrees latitude (g = 980.6199 gals.).
 FB1193
 FB1193.The modeled gravity was interpolated from observed gravity values.
 FB1193
 FB1193;                    North         East    Units  Estimated Accuracy
 FB1193;SPC TN       -   181,760.      866,520.      MT  (+/- 180 meters Scaled)
 FB1193
 FB1193                          SUPERSEDED SURVEY CONTROL
 FB1193
 FB1193  NGVD 29 (??/??/92)  342.011  (m)         1122.08   (f) ADJ UNCH    1 1
 FB1193
 FB1193.Superseded values are not recommended for survey control.
 FB1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1193.See file dsdata.txt to determine how the superseded data were derived.
 FB1193
 FB1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV154787(NAD 83)
 FB1193_MARKER: DB = BENCH MARK DISK
 FB1193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1193_SP_SET: CULVERT
 FB1193_STAMPING: W 164 1967
 FB1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1193
 FB1193  HISTORY     - Date     Condition        Report By
 FB1193  HISTORY     - 1967     MONUMENTED       CGS
 FB1193
 FB1193                          STATION DESCRIPTION
 FB1193
 FB1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1193'2.1 MI NW FROM DEL RIO.
 FB1193'ABOUT 2.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1193'RAILROAD FROM THE STATION AT DEL RIO, 11 POLES NORTHWEST OF MILEPOST
 FB1193'197, 8 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 FB1193'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 FB1193'HEAD WALL OF A CAST IRON TUBULAR CULVERT UNDER THE TRACK, AND
 FB1193'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1597 ***********************************************************************
 GC1597  DESIGNATION -  W 166
 GC1597  PID         -  GC1597
 GC1597  STATE/COUNTY-  TN/STEWART
 GC1597  USGS QUAD   -  MC KINNON (1973)
 GC1597
 GC1597                         *CURRENT SURVEY CONTROL
 GC1597  ___________________________________________________________________
 GC1597* NAD 83(1986)-  36 20 52.     (N)    087 55 24.     (W)     SCALED    
 GC1597* NAVD 88     -       185.020  (meters)     607.02   (feet)  ADJUSTED  
 GC1597  ___________________________________________________________________
 GC1597  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1597  DYNAMIC HT  -         184.867 (meters)     606.52  (feet)  COMP
 GC1597  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 GC1597
 GC1597  VERT ORDER  -  FIRST     CLASS II
 GC1597
 GC1597.The horizontal coordinates were scaled from a topographic map and have
 GC1597.an estimated accuracy of +/- 6 seconds.
 GC1597
 GC1597.The orthometric height was determined by differential leveling
 GC1597.and adjusted by the National Geodetic Survey in June 1991..
 GC1597
 GC1597.The geoid height was determined by GEOID03.
 GC1597
 GC1597.The dynamic height is computed by dividing the NAVD 88
 GC1597.geopotential number by the normal gravity value computed on the
 GC1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1597.degrees latitude (g = 980.6199 gals.).
 GC1597
 GC1597.The modeled gravity was interpolated from observed gravity values.
 GC1597
 GC1597;                    North         East    Units  Estimated Accuracy
 GC1597;SPC TN       -   225,200.      427,360.      MT  (+/- 180 meters Scaled)
 GC1597
 GC1597                          SUPERSEDED SURVEY CONTROL
 GC1597
 GC1597  NGVD 29 (??/??/92)  185.055  (m)          607.13   (f) ADJ UNCH    1 2
 GC1597
 GC1597.Superseded values are not recommended for survey control.
 GC1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1597.See file dsdata.txt to determine how the superseded data were derived.
 GC1597
 GC1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF171229(NAD 83)
 GC1597_MARKER: DB = BENCH MARK DISK
 GC1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1597_STAMPING: W 166 1947
 GC1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1597+STABILITY: SURFACE MOTION
 GC1597
 GC1597  HISTORY     - Date     Condition        Report By
 GC1597  HISTORY     - 1947     MONUMENTED       CGS
 GC1597  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1597
 GC1597                          STATION DESCRIPTION
 GC1597
 GC1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1597'3 MI N FROM MC KINNON.
 GC1597'IN STEWART COUNTY, ABOUT 3.0 MILES NORTH ALONG THE T.V.A. ROAD
 GC1597'LEADING TO SCARBOROUGH GENERAL STORE FROM THE METHODIST CHURCH AT
 GC1597'MC KINNON, HOUSTON COUNTY, ABOUT 0.55 MILE NORTHWEST OF A ROW OF
 GC1597'WHITE GUARD RAIL POSTS NORTHEAST OF THE ROAD, AT THE NORTHEAST
 GC1597'END OF A CURVE WITH TANGENTS LEADING NORTHEAST AND SOUTHEAST, AT
 GC1597'THE SOUTHWEST END OF A CURVE WITH TANGENTS LEADING NORTHWEST AND
 GC1597'SOUTHWEST, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 36
 GC1597'FEET SOUTHWEST OF A 10-INCH BLAZED OAK TREE, 12.5 FEET NORTHEAST
 GC1597'OF ANOTHER 10-INCH BLAZED OAK TREE, 33.5 FEET NORTHWEST OF A
 GC1597'6-INCH BLAZED OAK TREE, ABOUT 1-1/2 FEET HIGHER THAN THE ROAD,
 GC1597'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1597'NOTE-- QUITE A BIT OF MACHINERY ACTIVITY IN THIS AREA.
 GC1597
 GC1597                          STATION RECOVERY (1972)
 GC1597
 GC1597'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0082 ***********************************************************************
 FE0082  DESIGNATION -  W 168
 FE0082  PID         -  FE0082
 FE0082  STATE/COUNTY-  TN/BENTON
 FE0082  USGS QUAD   -  SUGAR TREE (1986)
 FE0082
 FE0082                         *CURRENT SURVEY CONTROL
 FE0082  ___________________________________________________________________
 FE0082* NAD 83(1986)-  35 52 16.     (N)    088 06 27.     (W)     SCALED    
 FE0082* NAVD 88     -       176.633  (meters)     579.50   (feet)  ADJUSTED  
 FE0082  ___________________________________________________________________
 FE0082  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE0082  DYNAMIC HT  -         176.480 (meters)     579.00  (feet)  COMP
 FE0082  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 FE0082
 FE0082  VERT ORDER  -  FIRST     CLASS II
 FE0082
 FE0082.The horizontal coordinates were scaled from a topographic map and have
 FE0082.an estimated accuracy of +/- 6 seconds.
 FE0082
 FE0082.The orthometric height was determined by differential leveling
 FE0082.and adjusted by the National Geodetic Survey in June 1991..
 FE0082
 FE0082.The geoid height was determined by GEOID03.
 FE0082
 FE0082.The dynamic height is computed by dividing the NAVD 88
 FE0082.geopotential number by the normal gravity value computed on the
 FE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0082.degrees latitude (g = 980.6199 gals.).
 FE0082
 FE0082.The modeled gravity was interpolated from observed gravity values.
 FE0082
 FE0082;                    North         East    Units  Estimated Accuracy
 FE0082;SPC TN       -   172,660.      409,700.      MT  (+/- 180 meters Scaled)
 FE0082
 FE0082                          SUPERSEDED SURVEY CONTROL
 FE0082
 FE0082  NGVD 29 (??/??/??)  176.655  (m)          579.58   (f) ADJUSTED    1 2
 FE0082
 FE0082.Superseded values are not recommended for survey control.
 FE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0082.See file dsdata.txt to determine how the superseded data were derived.
 FE0082
 FE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE000702(NAD 83)
 FE0082_MARKER: DB = BENCH MARK DISK
 FE0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0082_STAMPING: W 168 1947
 FE0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0082+STABILITY: SURFACE MOTION
 FE0082
 FE0082  HISTORY     - Date     Condition        Report By
 FE0082  HISTORY     - 1947     MONUMENTED       CGS
 FE0082  HISTORY     - 1972     GOOD             TVA
 FE0082
 FE0082                          STATION DESCRIPTION
 FE0082
 FE0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0082'17 MI S FROM CAMDEN.
 FE0082'ABOUT 17.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0082'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE SOUTH AND 2.4 MILES EAST OF
 FE0082'THE POST OFFICE AT HOLLADAY, ABOUT 1.8 MILES WEST OF THE
 FE0082'CUMBERLAND PRESBYTERIAN CHURCH AT MC ILLWAIN, ABOUT 0.15
 FE0082'MILE EAST OF A FARMHOUSE SOUTH OF THE HIGHWAY, 388 FEET EAST
 FE0082'OF THE SOUTH END OF A 24-INCH CONCRETE PIPE CULVERT, JUST
 FE0082'WEST OF A CURVE WITH TANGENTS LEADING SOUTH AND WEST, 19 FEET
 FE0082'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTHEAST
 FE0082'OF A 6-INCH BLAZED OAK TREE, 40 FEET NORTHWEST OF AN 8-INCH
 FE0082'BLAZED OAK TREE, 14 FEET NORTH OF A 36-INCH BLAZED OAK TREE,
 FE0082'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT HIGHER
 FE0082'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0082'ABOUT 6 INCHES.  NOTE-- 350 FT N OF NEW HWY 69, TVA POST AND
 FE0082'SIGN SET AT MONUMENT.
 FE0082
 FE0082                          STATION RECOVERY (1972)
 FE0082
 FE0082'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1247 ***********************************************************************
 FD1247  DESIGNATION -  W 169
 FD1247  PID         -  FD1247
 FD1247  STATE/COUNTY-  TN/PERRY
 FD1247  USGS QUAD   -  POPE (1973)
 FD1247
 FD1247                         *CURRENT SURVEY CONTROL
 FD1247  ___________________________________________________________________
 FD1247* NAD 83(1986)-  35 35 49.     (N)    087 57 21.     (W)     SCALED    
 FD1247* NAVD 88     -       124.990  (meters)     410.07   (feet)  ADJUSTED  
 FD1247  ___________________________________________________________________
 FD1247  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1247  DYNAMIC HT  -         124.877 (meters)     409.70  (feet)  COMP
 FD1247  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FD1247
 FD1247  VERT ORDER  -  FIRST     CLASS II
 FD1247
 FD1247.The horizontal coordinates were scaled from a topographic map and have
 FD1247.an estimated accuracy of +/- 6 seconds.
 FD1247
 FD1247.The orthometric height was determined by differential leveling
 FD1247.and adjusted by the National Geodetic Survey in June 1991..
 FD1247
 FD1247.The geoid height was determined by GEOID03.
 FD1247
 FD1247.The dynamic height is computed by dividing the NAVD 88
 FD1247.geopotential number by the normal gravity value computed on the
 FD1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1247.degrees latitude (g = 980.6199 gals.).
 FD1247
 FD1247.The modeled gravity was interpolated from observed gravity values.
 FD1247
 FD1247;                    North         East    Units  Estimated Accuracy
 FD1247;SPC TN       -   141,970.      422,780.      MT  (+/- 180 meters Scaled)
 FD1247
 FD1247                          SUPERSEDED SURVEY CONTROL
 FD1247
 FD1247  NGVD 29 (??/??/92)  124.999  (m)          410.10   (f) ADJ UNCH    1 2
 FD1247
 FD1247.Superseded values are not recommended for survey control.
 FD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1247.See file dsdata.txt to determine how the superseded data were derived.
 FD1247
 FD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE134396(NAD 83)
 FD1247_MARKER: DD = SURVEY DISK
 FD1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1247_SP_SET: BRIDGE
 FD1247_STAMPING: W 169 1947
 FD1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1247
 FD1247  HISTORY     - Date     Condition        Report By
 FD1247  HISTORY     - 1947     MONUMENTED       TVA
 FD1247  HISTORY     - 1947     GOOD             NGS
 FD1247
 FD1247                          STATION DESCRIPTION
 FD1247
 FD1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1247'4.4 MI SE FROM POPE.
 FD1247'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM THE
 FD1247'JUNCTION OF STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1247'MILES EAST, THENCE ABOUT 0.1 MILE SOUTH ALONG A GRAVEL ROAD, IN
 FD1247'THE TOP OF THE SOUTH END OF THE EAST CONCRETE BASE OF THE BRIDGE
 FD1247'RAILING OF AN 84-FOOT CONCRETE BRIDGE OVER MARSH CREEK, 9 FEET
 FD1247'EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE SOUTH
 FD1247'END OF THE BRIDGE RAILING, AND 0.5 FOOT ABOVE THE BRIDGE FLOOR.
 FD1247'MARK FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0191 ***********************************************************************
 FE0191  DESIGNATION -  W 170
 FE0191  PID         -  FE0191
 FE0191  STATE/COUNTY-  TN/HARDIN
 FE0191  USGS QUAD   -  THURMAN (1972)
 FE0191
 FE0191                         *CURRENT SURVEY CONTROL
 FE0191  ___________________________________________________________________
 FE0191* NAD 83(1986)-  35 23 13.     (N)    088 12 02.     (W)     SCALED    
 FE0191* NAVD 88     -       116.251  (meters)     381.40   (feet)  ADJUSTED  
 FE0191  ___________________________________________________________________
 FE0191  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0191  DYNAMIC HT  -         116.146 (meters)     381.06  (feet)  COMP
 FE0191  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FE0191
 FE0191  VERT ORDER  -  FIRST     CLASS II
 FE0191
 FE0191.The horizontal coordinates were scaled from a topographic map and have
 FE0191.an estimated accuracy of +/- 6 seconds.
 FE0191
 FE0191.The orthometric height was determined by differential leveling
 FE0191.and adjusted by the National Geodetic Survey in June 1991..
 FE0191
 FE0191.The geoid height was determined by GEOID03.
 FE0191
 FE0191.The dynamic height is computed by dividing the NAVD 88
 FE0191.geopotential number by the normal gravity value computed on the
 FE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0191.degrees latitude (g = 980.6199 gals.).
 FE0191
 FE0191.The modeled gravity was interpolated from observed gravity values.
 FE0191
 FE0191;                    North         East    Units  Estimated Accuracy
 FE0191;SPC TN       -   119,150.      400,090.      MT  (+/- 180 meters Scaled)
 FE0191
 FE0191                          SUPERSEDED SURVEY CONTROL
 FE0191
 FE0191  NGVD 29 (??/??/??)  116.261  (m)          381.43   (f) ADJUSTED    1 2
 FE0191
 FE0191.Superseded values are not recommended for survey control.
 FE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0191.See file dsdata.txt to determine how the superseded data were derived.
 FE0191
 FE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE909166(NAD 83)
 FE0191_MARKER: DD = SURVEY DISK
 FE0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0191_SP_SET: BRIDGE ABUTMENT
 FE0191_STAMPING: W 170 1947
 FE0191_MARK LOGO: TVA   
 FE0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0191
 FE0191  HISTORY     - Date     Condition        Report By
 FE0191  HISTORY     - 1947     MONUMENTED       TVA
 FE0191  HISTORY     - 1949     GOOD             CGS
 FE0191
 FE0191                          STATION DESCRIPTION
 FE0191
 FE0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0191'1.2 MI NE FROM SALTILLO.
 FE0191'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0191'AT SALTILLO, HARDIN COUNTY, AT THE HARDIN-DECATUR COUNTY LINE,
 FE0191'AT THE STEEL BRIDGE OVER DOE CREEK, IN THE TOP OF THE
 FE0191'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 12 FEET
 FE0191'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2
 FE0191'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A TENNESSEE VALLEY
 FE0191'AUTHORITY STANDARD DISK, STAMPED W 170 1947.  NOTE-- THIS MARK
 FE0191'WAS FOUND UNSTAMPED AND WAS ASSIGNED A DESIGNATION BY A PARTY
 FE0191'FORM THIS BUREAU IN APRIL 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0451 ***********************************************************************
 GC0451  DESIGNATION -  W 171
 GC0451  PID         -  GC0451
 GC0451  STATE/COUNTY-  TN/DAVIDSON
 GC0451  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0451
 GC0451                         *CURRENT SURVEY CONTROL
 GC0451  ___________________________________________________________________
 GC0451* NAD 83(1986)-  36 08 55.     (N)    086 48 49.     (W)     SCALED    
 GC0451* NAVD 88     -       165.002  (meters)     541.34   (feet)  ADJUSTED  
 GC0451  ___________________________________________________________________
 GC0451  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0451  DYNAMIC HT  -         164.860 (meters)     540.88  (feet)  COMP
 GC0451  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC0451
 GC0451  VERT ORDER  -  FIRST     CLASS II
 GC0451
 GC0451.The horizontal coordinates were scaled from a topographic map and have
 GC0451.an estimated accuracy of +/- 6 seconds.
 GC0451
 GC0451.The orthometric height was determined by differential leveling
 GC0451.and adjusted by the National Geodetic Survey in June 1991..
 GC0451
 GC0451.The geoid height was determined by GEOID03.
 GC0451
 GC0451.The dynamic height is computed by dividing the NAVD 88
 GC0451.geopotential number by the normal gravity value computed on the
 GC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0451.degrees latitude (g = 980.6199 gals.).
 GC0451
 GC0451.The modeled gravity was interpolated from observed gravity values.
 GC0451
 GC0451;                    North         East    Units  Estimated Accuracy
 GC0451;SPC TN       -   201,710.      526,780.      MT  (+/- 180 meters Scaled)
 GC0451
 GC0451                          SUPERSEDED SURVEY CONTROL
 GC0451
 GC0451  NGVD 29 (??/??/92)  165.022  (m)          541.41   (f) ADJ UNCH    1 2
 GC0451
 GC0451.Superseded values are not recommended for survey control.
 GC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0451.See file dsdata.txt to determine how the superseded data were derived.
 GC0451
 GC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF167004(NAD 83)
 GC0451_MARKER: DB = BENCH MARK DISK
 GC0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0451_SP_SET: STEPS
 GC0451_STAMPING: W 171 1948
 GC0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0451
 GC0451  HISTORY     - Date     Condition        Report By
 GC0451  HISTORY     - 1948     MONUMENTED       CGS
 GC0451  HISTORY     - 1960     GOOD             NGS
 GC0451  HISTORY     - 19870807 GOOD             LOCSUR
 GC0451
 GC0451                          STATION DESCRIPTION
 GC0451
 GC0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0451'AT NASHVILLE.
 GC0451'AT NASHVILLE, IN CENTENNIAL PARK, ABOUT 58 YARDS SOUTH OF THE
 GC0451'SOUTH CORNER OF A REPLICA OF THE PARTHENON, ON THE NORTHWEST
 GC0451'SIDE OF A MONUMENT TO THE RAILROAD INDUSTRY, ON THE NORTHEAST
 GC0451'SIDE OF THE NORTHWEST STEPS TO THE MONUMENT, AT THE SOUTHWEST END
 GC0451'OF A BENCH ON THE MONUMENT INSCRIBED LAW-CHARITY, AND SET
 GC0451'HORIZONTALLY IN THE FOUNDATION ABOUT 2 FEET ABOVE THE GROUND.
 GC0451
 GC0451                          STATION RECOVERY (1960)
 GC0451
 GC0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0451'RECOVERED IN GOOD CONDITION.
 GC0451
 GC0451                          STATION RECOVERY (1987)
 GC0451
 GC0451'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1367 ***********************************************************************
 GC1367  DESIGNATION -  W 172
 GC1367  PID         -  GC1367
 GC1367  STATE/COUNTY-  TN/DICKSON
 GC1367  USGS QUAD   -  DICKSON (1986)
 GC1367
 GC1367                         *CURRENT SURVEY CONTROL
 GC1367  ___________________________________________________________________
 GC1367* NAD 83(1986)-  36 06 18.     (N)    087 26 48.     (W)     SCALED    
 GC1367* NAVD 88     -       267.482  (meters)     877.56   (feet)  ADJUSTED  
 GC1367  ___________________________________________________________________
 GC1367  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1367  DYNAMIC HT  -         267.248 (meters)     876.80  (feet)  COMP
 GC1367  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 GC1367
 GC1367  VERT ORDER  -  FIRST     CLASS II
 GC1367
 GC1367.The horizontal coordinates were scaled from a topographic map and have
 GC1367.an estimated accuracy of +/- 6 seconds.
 GC1367
 GC1367.The orthometric height was determined by differential leveling
 GC1367.and adjusted by the National Geodetic Survey in June 1991..
 GC1367
 GC1367.The geoid height was determined by GEOID03.
 GC1367
 GC1367.The dynamic height is computed by dividing the NAVD 88
 GC1367.geopotential number by the normal gravity value computed on the
 GC1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1367.degrees latitude (g = 980.6199 gals.).
 GC1367
 GC1367.The modeled gravity was interpolated from observed gravity values.
 GC1367
 GC1367;                    North         East    Units  Estimated Accuracy
 GC1367;SPC TN       -   197,530.      469,750.      MT  (+/- 180 meters Scaled)
 GC1367
 GC1367                          SUPERSEDED SURVEY CONTROL
 GC1367
 GC1367  NGVD 29 (??/??/92)  267.477  (m)          877.55   (f) ADJ UNCH    1 2
 GC1367
 GC1367.Superseded values are not recommended for survey control.
 GC1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1367.See file dsdata.txt to determine how the superseded data were derived.
 GC1367
 GC1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE597956(NAD 83)
 GC1367_MARKER: DB = BENCH MARK DISK
 GC1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1367_STAMPING: W 172 1948
 GC1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1367+STABILITY: SURFACE MOTION
 GC1367
 GC1367  HISTORY     - Date     Condition        Report By
 GC1367  HISTORY     - 1948     MONUMENTED       CGS
 GC1367
 GC1367                          STATION DESCRIPTION
 GC1367
 GC1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1367'4 MI W FROM DICKSON.
 GC1367'4.05 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1367'RAILWAY FROM THE STATION AT DICKSON, ABOUT 4.0 MILES EAST OF THE
 GC1367'STATION AT TENNESSEE CITY, ABOUT 1.0 MILE WEST OF THE ROAD
 GC1367'CROSSING AT POND, 12.5 FEET EAST OF POLE 45+25, 56 FEET NORTHWEST
 GC1367'OF THE NORTHWEST RAIL OF THE TRACK, 190 FEET WEST AND ACROSS THE
 GC1367'TRACK FROM RAILWAY SURVEY STATION NO. 2410+00, 55 YARDS NORTHEAST
 GC1367'OF THE SOUTH CORNER OF A CULTIVATED FIELD, ABOUT 0.5 MILE
 GC1367'NORTHEAST OF BLOCK SIGNAL NO. 46.0, 1 1/2 FEET NORTHEAST OF A
 GC1367'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 GC1367'THE TOP OF A CONCRETE POST PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0334 ***********************************************************************
 GD0334  DESIGNATION -  W 173
 GD0334  PID         -  GD0334
 GD0334  STATE/COUNTY-  TN/WEAKLEY
 GD0334  USGS QUAD   -  MARTIN (1983)
 GD0334
 GD0334                         *CURRENT SURVEY CONTROL
 GD0334  ___________________________________________________________________
 GD0334* NAD 83(1986)-  36 18 26.     (N)    088 50 45.     (W)     SCALED    
 GD0334* NAVD 88     -       119.669  (meters)     392.61   (feet)  ADJUSTED  
 GD0334  ___________________________________________________________________
 GD0334  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0334  DYNAMIC HT  -         119.571 (meters)     392.29  (feet)  COMP
 GD0334  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GD0334
 GD0334  VERT ORDER  -  FIRST     CLASS II
 GD0334
 GD0334.The horizontal coordinates were scaled from a topographic map and have
 GD0334.an estimated accuracy of +/- 6 seconds.
 GD0334
 GD0334.The orthometric height was determined by differential leveling
 GD0334.and adjusted by the National Geodetic Survey in June 1991..
 GD0334
 GD0334.The geoid height was determined by GEOID03.
 GD0334
 GD0334.The dynamic height is computed by dividing the NAVD 88
 GD0334.geopotential number by the normal gravity value computed on the
 GD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0334.degrees latitude (g = 980.6199 gals.).
 GD0334
 GD0334.The modeled gravity was interpolated from observed gravity values.
 GD0334
 GD0334;                    North         East    Units  Estimated Accuracy
 GD0334;SPC TN       -   222,720.      344,450.      MT  (+/- 180 meters Scaled)
 GD0334
 GD0334                          SUPERSEDED SURVEY CONTROL
 GD0334
 GD0334  NGVD 29 (??/??/??)  119.683  (m)          392.66   (f) ADJUSTED    1 2
 GD0334
 GD0334.Superseded values are not recommended for survey control.
 GD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0334.See file dsdata.txt to determine how the superseded data were derived.
 GD0334
 GD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF342196(NAD 83)
 GD0334_MARKER: DB = BENCH MARK DISK
 GD0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0334_STAMPING: W 173 1948
 GD0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0334+STABILITY: SURFACE MOTION
 GD0334
 GD0334  HISTORY     - Date     Condition        Report By
 GD0334  HISTORY     - 1948     MONUMENTED       CGS
 GD0334  HISTORY     - 1967     GOOD             CGS
 GD0334  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0334
 GD0334                          STATION DESCRIPTION
 GD0334
 GD0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0334'2.8 MI S FROM MARTIN.
 GD0334'THE MARK IS ABOUT 2.75 MILES SOUTH ALONG U.S. HIGHWAY 45E FROM
 GD0334'THE POST OFFICE IN MARTIN, ALONG THE EAST SIDE OF THE OLD GILL
 GD0334'DOVE AIRPORT, ABOUT 0.25 MILE NORTH OF THE NORTH ENTRANCE INTO
 GD0334'THE AIRPORT, ABOUT 0.2 OF A MILE SOUTH OF A CROSSROAD, 32 FEET
 GD0334'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E, AND 0.7 OF A
 GD0334'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD0334'BENCH MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH,
 GD0334'CONCRETE MONUMENT AND THE DISK IS STAMPED W 173 1948.
 GD0334
 GD0334                          STATION RECOVERY (2002)
 GD0334
 GD0334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0334'SUSPECTED DESTROYED. MARK IS NOW ON SITE OF ATHLETIC FIELD OF NEWLY
 GD0334'BUILT WESTVIEW HIGH SCHOOL. HWY HAS BEEN WIDENED AND GROUNDS
 GD0334'LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0733 ***********************************************************************
 FE0733  DESIGNATION -  W 174
 FE0733  PID         -  FE0733
 FE0733  STATE/COUNTY-  TN/MADISON
 FE0733  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0733
 FE0733                         *CURRENT SURVEY CONTROL
 FE0733  ___________________________________________________________________
 FE0733* NAD 83(1986)-  35 36 59.     (N)    088 51 15.     (W)     SCALED    
 FE0733* NAVD 88     -       104.685  (meters)     343.45   (feet)  ADJUSTED  
 FE0733  ___________________________________________________________________
 FE0733  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0733  DYNAMIC HT  -         104.591 (meters)     343.15  (feet)  COMP
 FE0733  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 FE0733
 FE0733  VERT ORDER  -  FIRST     CLASS II
 FE0733
 FE0733.The horizontal coordinates were scaled from a topographic map and have
 FE0733.an estimated accuracy of +/- 6 seconds.
 FE0733
 FE0733.The orthometric height was determined by differential leveling
 FE0733.and adjusted by the National Geodetic Survey in June 1991..
 FE0733
 FE0733.The geoid height was determined by GEOID03.
 FE0733
 FE0733.The dynamic height is computed by dividing the NAVD 88
 FE0733.geopotential number by the normal gravity value computed on the
 FE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0733.degrees latitude (g = 980.6199 gals.).
 FE0733
 FE0733.The modeled gravity was interpolated from observed gravity values.
 FE0733
 FE0733;                    North         East    Units  Estimated Accuracy
 FE0733;SPC TN       -   146,120.      341,470.      MT  (+/- 180 meters Scaled)
 FE0733
 FE0733                          SUPERSEDED SURVEY CONTROL
 FE0733
 FE0733  NGVD 29 (??/??/??)  104.721  (m)          343.57   (f) ADJUSTED    1 2
 FE0733
 FE0733.Superseded values are not recommended for survey control.
 FE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0733.See file dsdata.txt to determine how the superseded data were derived.
 FE0733
 FE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE320429(NAD 83)
 FE0733_MARKER: DB = BENCH MARK DISK
 FE0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0733_SP_SET: CULVERT
 FE0733_STAMPING: W 174 1948
 FE0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0733+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0733
 FE0733  HISTORY     - Date     Condition        Report By
 FE0733  HISTORY     - 1948     MONUMENTED       CGS
 FE0733  HISTORY     - 1985     GOOD             NGS
 FE0733  HISTORY     - 20020909 GOOD             USACE
 FE0733
 FE0733                          STATION DESCRIPTION
 FE0733
 FE0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0733'2 MI W FROM JACKSON.
 FE0733'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0733'AT JACKSON, ABOUT 0.1 MILE WEST OF A LARGE STEEL BRIDGE OVER A
 FE0733'RIVER, 73 YARDS EAST OF THE EAST END OF A 30-FOOT CONCRETE BRIDGE,
 FE0733'SET IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 FE0733'25-FOOT DOUBLE CONCRETE CULVERT, 16 FEET NORTH OF THE CENTER LINE
 FE0733'OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE HIGHWAY LEVEL.
 FE0733
 FE0733                          STATION RECOVERY (1985)
 FE0733
 FE0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0733'NEW DESC: 0.8 KM (0.5 MI) WEST ON U.S. HIGHWAY 70 FROM THE JUNCTION
 FE0733'WITH U.S. HIGHWAY NEW DESC: 0.8 KM (0.5 MI) WEST ON U.S. HIGHWAY 70
 FE0733'FROM THE JUNCTION WITH U.S. HIGHWAY 45 AT THE WEST EDGE OF JACKSON TO
 FE0733'WESTOVER ROAD (OLD US 70) THEN 0.3 KM (0.2 MI) SOUTHWEST ON WESTOVER
 FE0733'ROAD TO THE MARK SET IN THE NORTHWEST HEADWALL OF A DOUBLE CONCRETE
 FE0733'CULVERT UNDER THE ROAD.
 FE0733
 FE0733                          STATION RECOVERY (2002)
 FE0733
 FE0733'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1191 ***********************************************************************
 FD1191  DESIGNATION -  W 175
 FD1191  PID         -  FD1191
 FD1191  STATE/COUNTY-  TN/PERRY
 FD1191  USGS QUAD   -  POPE (1973)
 FD1191
 FD1191                         *CURRENT SURVEY CONTROL
 FD1191  ___________________________________________________________________
 FD1191* NAD 83(1986)-  35 37 13.     (N)    087 57 05.     (W)     SCALED    
 FD1191* NAVD 88     -       131.193  (meters)     430.42   (feet)  ADJUSTED  
 FD1191  ___________________________________________________________________
 FD1191  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1191  DYNAMIC HT  -         131.076 (meters)     430.04  (feet)  COMP
 FD1191  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FD1191
 FD1191  VERT ORDER  -  FIRST     CLASS II
 FD1191
 FD1191.The horizontal coordinates were scaled from a topographic map and have
 FD1191.an estimated accuracy of +/- 6 seconds.
 FD1191
 FD1191.The orthometric height was determined by differential leveling
 FD1191.and adjusted by the National Geodetic Survey in June 1991..
 FD1191
 FD1191.The geoid height was determined by GEOID03.
 FD1191
 FD1191.The dynamic height is computed by dividing the NAVD 88
 FD1191.geopotential number by the normal gravity value computed on the
 FD1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1191.degrees latitude (g = 980.6199 gals.).
 FD1191
 FD1191.The modeled gravity was interpolated from observed gravity values.
 FD1191
 FD1191;                    North         East    Units  Estimated Accuracy
 FD1191;SPC TN       -   144,550.      423,240.      MT  (+/- 180 meters Scaled)
 FD1191
 FD1191                          SUPERSEDED SURVEY CONTROL
 FD1191
 FD1191  NGVD 29 (??/??/92)  131.200  (m)          430.45   (f) ADJ UNCH    1 2
 FD1191
 FD1191.Superseded values are not recommended for survey control.
 FD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1191.See file dsdata.txt to determine how the superseded data were derived.
 FD1191
 FD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE138422(NAD 83)
 FD1191_MARKER: DB = BENCH MARK DISK
 FD1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1191_STAMPING: W 175 1949
 FD1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1191+STABILITY: SURFACE MOTION
 FD1191
 FD1191  HISTORY     - Date     Condition        Report By
 FD1191  HISTORY     - 1949     MONUMENTED       CGS
 FD1191  HISTORY     - 1975     GOOD             TVA
 FD1191
 FD1191                          STATION DESCRIPTION
 FD1191
 FD1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1191'2.6 MI E FROM POPE.
 FD1191'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1191'CEMETERY AT POPE, ABOUT 0.25 MILE WEST OF A CONCRETE BRIDGE WITH
 FD1191'BANISTERS, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FD1191'1 FOOT NORTHWEST OF A WIRE FENCE, 82 1/2 FEET EAST OF THE EAST
 FD1191'GATE POST OF A GATE TO A FIELD, 435 FEET NORTHEAST OF THE
 FD1191'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF AN 8-FOOT CONCRETE
 FD1191'CULVERT, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FD1191'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1191'4 INCHES.
 FD1191
 FD1191                          STATION RECOVERY (1975)
 FD1191
 FD1191'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1191'IN DESCRIPTION OF MARKER. DELETE 1 FT. N.W. OF WIRE FENCE, 82 S E OF
 FD1191'EAST GATE POST, AND 2 FT. NE OF WHITE WOODEN WITNESS POST-- ADD TO
 FD1191'DESC. MARKER SET IN N EDGE OF CULTIVATED FIELD, 160 FT. E OF DRIVEWAY
 FD1191'TO BRICK HSE. REFS-- 152 DEG NE TO PWR POLE 162 DEG W TO C/L OF
 FD1191'DRIVEWAY 5. 2 DEG W TO STEEL POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1267 ***********************************************************************
 FD1267  DESIGNATION -  W 176
 FD1267  PID         -  FD1267
 FD1267  STATE/COUNTY-  TN/LEWIS
 FD1267  USGS QUAD   -  HOHENWALD (1991)
 FD1267
 FD1267                         *CURRENT SURVEY CONTROL
 FD1267  ___________________________________________________________________
 FD1267* NAD 83(1986)-  35 32 06.     (N)    087 30 41.     (W)     SCALED    
 FD1267* NAVD 88     -       278.538  (meters)     913.84   (feet)  ADJUSTED  
 FD1267  ___________________________________________________________________
 FD1267  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FD1267  DYNAMIC HT  -         278.282 (meters)     913.00  (feet)  COMP
 FD1267  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FD1267
 FD1267  VERT ORDER  -  FIRST     CLASS II
 FD1267
 FD1267.The horizontal coordinates were scaled from a topographic map and have
 FD1267.an estimated accuracy of +/- 6 seconds.
 FD1267
 FD1267.The orthometric height was determined by differential leveling
 FD1267.and adjusted by the National Geodetic Survey in June 1991..
 FD1267
 FD1267.The geoid height was determined by GEOID03.
 FD1267
 FD1267.The dynamic height is computed by dividing the NAVD 88
 FD1267.geopotential number by the normal gravity value computed on the
 FD1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1267.degrees latitude (g = 980.6199 gals.).
 FD1267
 FD1267.The modeled gravity was interpolated from observed gravity values.
 FD1267
 FD1267;                    North         East    Units  Estimated Accuracy
 FD1267;SPC TN       -   134,380.      462,940.      MT  (+/- 180 meters Scaled)
 FD1267
 FD1267                          SUPERSEDED SURVEY CONTROL
 FD1267
 FD1267  NGVD 29 (??/??/92)  278.516  (m)          913.76   (f) ADJ UNCH    1 2
 FD1267
 FD1267.Superseded values are not recommended for survey control.
 FD1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1267.See file dsdata.txt to determine how the superseded data were derived.
 FD1267
 FD1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE536324(NAD 83)
 FD1267_MARKER: DB = BENCH MARK DISK
 FD1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1267_STAMPING: W 176 1949
 FD1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1267+STABILITY: SURFACE MOTION
 FD1267
 FD1267  HISTORY     - Date     Condition        Report By
 FD1267  HISTORY     - 1949     MONUMENTED       CGS
 FD1267
 FD1267                          STATION DESCRIPTION
 FD1267
 FD1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1267'3 MI E FROM HOHENWALD.
 FD1267'ABOUT 2.95 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1267'NATIONAL BANK AT HOHENWALD, ABOUT 1.05 MILE EAST OF THE CROSSING
 FD1267'OF A STEEL TOWER POWER TRANSMISSION LINE, ABOUT 0.15 MILE WEST
 FD1267'OF THE JUNCTION OF A GRAVEL ROAD NORTH AND RAYS GROCERY AND
 FD1267'SERVICE STATION, AT THE OUTSIDE OF A CURVE WITH TANGENTS WEST
 FD1267'AND SOUTHEAST, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FD1267'6 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE
 FD1267'RUNNING NORTH, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 FD1267'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0299 ***********************************************************************
 GD0299  DESIGNATION -  W 177
 GD0299  PID         -  GD0299
 GD0299  STATE/COUNTY-  TN/WEAKLEY
 GD0299  USGS QUAD   -  COMO (1985)
 GD0299
 GD0299                         *CURRENT SURVEY CONTROL
 GD0299  ___________________________________________________________________
 GD0299* NAD 83(1986)-  36 17 40.     (N)    088 31 35.     (W)     SCALED    
 GD0299* NAVD 88     -       134.515  (meters)     441.32   (feet)  ADJUSTED  
 GD0299  ___________________________________________________________________
 GD0299  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0299  DYNAMIC HT  -         134.404 (meters)     440.96  (feet)  COMP
 GD0299  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GD0299
 GD0299  VERT ORDER  -  FIRST     CLASS II
 GD0299
 GD0299.The horizontal coordinates were scaled from a topographic map and have
 GD0299.an estimated accuracy of +/- 6 seconds.
 GD0299
 GD0299.The orthometric height was determined by differential leveling
 GD0299.and adjusted by the National Geodetic Survey in June 1991..
 GD0299
 GD0299.The geoid height was determined by GEOID03.
 GD0299
 GD0299.The dynamic height is computed by dividing the NAVD 88
 GD0299.geopotential number by the normal gravity value computed on the
 GD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0299.degrees latitude (g = 980.6199 gals.).
 GD0299
 GD0299.The modeled gravity was interpolated from observed gravity values.
 GD0299
 GD0299;                    North         East    Units  Estimated Accuracy
 GD0299;SPC TN       -   220,520.      373,090.      MT  (+/- 180 meters Scaled)
 GD0299
 GD0299                          SUPERSEDED SURVEY CONTROL
 GD0299
 GD0299  NGVD 29 (??/??/??)  134.549  (m)          441.43   (f) ADJUSTED    1 2
 GD0299
 GD0299.Superseded values are not recommended for survey control.
 GD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0299.See file dsdata.txt to determine how the superseded data were derived.
 GD0299
 GD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF629176(NAD 83)
 GD0299_MARKER: DB = BENCH MARK DISK
 GD0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0299_STAMPING: W 177 1949
 GD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0299+STABILITY: SURFACE MOTION
 GD0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0299+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0299
 GD0299  HISTORY     - Date     Condition        Report By
 GD0299  HISTORY     - 1949     MONUMENTED       CGS
 GD0299  HISTORY     - 1967     GOOD             CGS
 GD0299  HISTORY     - 20020826 GOOD             USACE
 GD0299
 GD0299                          STATION DESCRIPTION
 GD0299
 GD0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0299'11.2 MI W FROM PARIS.
 GD0299'THE MARK IS ABOUT 11.2 MILES WEST ALONG STATE ROUTE 54
 GD0299'FROM THE HENRY COUNTY COURTHOUSE IN PARIS, ABOUT 10.2 MILES
 GD0299'EAST ALONG STATE ROUTE 54 FROM THE WEAKLEY COUNTY COURTHOUSE
 GD0299'IN DRESDEN, ABOUT 0.15 OF A MILE WEST OF THE WEAKLEY-HENRY COUNTY
 GD0299'LINE, ABOUT 0.8 OF A MILE WEST OF THE MAIN CROSSROAD IN THE SMALL
 GD0299'COMMUNITY OF COMO, 85 FEET EAST OF A SOUTHEAST FENCE CORNER POST,
 GD0299'48 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 4.8
 GD0299'FEET NORTH OF A UTILITY BRACE POLE, AND 4.8 FEET NORTH OF A METAL
 GD0299'WITNESS POST AND SIGN SET IN A FENCE.  IT IS A STANDARD BENCH
 GD0299'MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MARK THAT
 GD0299'PROJECTS 2 INCHES AND THE DISK IS STAMPED W 177 1949.
 GD0299
 GD0299                          STATION RECOVERY (2002)
 GD0299
 GD0299'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0222 ***********************************************************************
 FD0222  DESIGNATION -  W 178
 FD0222  PID         -  FD0222
 FD0222  STATE/COUNTY-  TN/FRANKLIN
 FD0222  USGS QUAD   -  WINCHESTER (1971)
 FD0222
 FD0222                         *CURRENT SURVEY CONTROL
 FD0222  ___________________________________________________________________
 FD0222* NAD 83(1986)-  35 10 35.     (N)    086 05 04.     (W)     SCALED    
 FD0222* NAVD 88     -       276.834  (meters)     908.25   (feet)  ADJUSTED  
 FD0222  ___________________________________________________________________
 FD0222  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0222  DYNAMIC HT  -         276.560 (meters)     907.35  (feet)  COMP
 FD0222  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 FD0222
 FD0222  VERT ORDER  -  FIRST     CLASS II
 FD0222
 FD0222.The horizontal coordinates were scaled from a topographic map and have
 FD0222.an estimated accuracy of +/- 6 seconds.
 FD0222
 FD0222.The orthometric height was determined by differential leveling
 FD0222.and adjusted by the National Geodetic Survey in June 1991..
 FD0222
 FD0222.The geoid height was determined by GEOID03.
 FD0222
 FD0222.The dynamic height is computed by dividing the NAVD 88
 FD0222.geopotential number by the normal gravity value computed on the
 FD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0222.degrees latitude (g = 980.6199 gals.).
 FD0222
 FD0222.The modeled gravity was interpolated from observed gravity values.
 FD0222
 FD0222;                    North         East    Units  Estimated Accuracy
 FD0222;SPC TN       -    93,540.      592,310.      MT  (+/- 180 meters Scaled)
 FD0222
 FD0222                          SUPERSEDED SURVEY CONTROL
 FD0222
 FD0222  NGVD 29 (??/??/92)  276.805  (m)          908.15   (f) ADJ UNCH    1 2
 FD0222
 FD0222.Superseded values are not recommended for survey control.
 FD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0222.See file dsdata.txt to determine how the superseded data were derived.
 FD0222
 FD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED833929(NAD 83)
 FD0222_MARKER: DB = BENCH MARK DISK
 FD0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0222_SP_SET: BRIDGE
 FD0222_STAMPING: W 178 1949
 FD0222_MARK LOGO: NGS   
 FD0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0222
 FD0222  HISTORY     - Date     Condition        Report By
 FD0222  HISTORY     - 1949     MONUMENTED       CGS
 FD0222  HISTORY     - 1963     GOOD             TVA
 FD0222  HISTORY     - 19990629 GOOD             GEOD
 FD0222
 FD0222                          STATION DESCRIPTION
 FD0222
 FD0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0222'1.7 MI SE FROM WINCHESTER.
 FD0222'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0222'AT WINCHESTER, SET IN THE TOP OF THE SOUTHWEST WING WALL AT THE
 FD0222'SOUTHEAST END OF HIGHWAY BRIDGE OVER DUCK RIVER, 14 FEET SOUTHWEST
 FD0222'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 FD0222
 FD0222                          STATION RECOVERY (1963)
 FD0222
 FD0222'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1963
 FD0222'RECOVERED IN GOOD CONDITION.
 FD0222
 FD0222                          STATION RECOVERY (1999)
 FD0222
 FD0222'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0336 ***********************************************************************
 FD0336  DESIGNATION -  W 179
 FD0336  PID         -  FD0336
 FD0336  STATE/COUNTY-  TN/LINCOLN
 FD0336  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0336
 FD0336                         *CURRENT SURVEY CONTROL
 FD0336  ___________________________________________________________________
 FD0336* NAD 83(1986)-  35 11 32.     (N)    086 34 47.     (W)     SCALED    
 FD0336* NAVD 88     -       228.974  (meters)     751.23   (feet)  ADJUSTED  
 FD0336  ___________________________________________________________________
 FD0336  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0336  DYNAMIC HT  -         228.763 (meters)     750.53  (feet)  COMP
 FD0336  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FD0336
 FD0336  VERT ORDER  -  FIRST     CLASS II
 FD0336
 FD0336.The horizontal coordinates were scaled from a topographic map and have
 FD0336.an estimated accuracy of +/- 6 seconds.
 FD0336
 FD0336.The orthometric height was determined by differential leveling
 FD0336.and adjusted by the National Geodetic Survey in June 1991..
 FD0336
 FD0336.The geoid height was determined by GEOID03.
 FD0336
 FD0336.The dynamic height is computed by dividing the NAVD 88
 FD0336.geopotential number by the normal gravity value computed on the
 FD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0336.degrees latitude (g = 980.6199 gals.).
 FD0336
 FD0336.The modeled gravity was interpolated from observed gravity values.
 FD0336
 FD0336;                    North         East    Units  Estimated Accuracy
 FD0336;SPC TN       -    95,450.      547,200.      MT  (+/- 180 meters Scaled)
 FD0336
 FD0336                          SUPERSEDED SURVEY CONTROL
 FD0336
 FD0336  NGVD 29 (??/??/92)  228.955  (m)          751.16   (f) ADJ UNCH    1 2
 FD0336
 FD0336.Superseded values are not recommended for survey control.
 FD0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0336.See file dsdata.txt to determine how the superseded data were derived.
 FD0336
 FD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED382944(NAD 83)
 FD0336_MARKER: DB = BENCH MARK DISK
 FD0336_SETTING: 66 = SET IN ROCK OUTCROP
 FD0336_SP_SET: SET IN ROCK OUTCROP
 FD0336_STAMPING: W 179 1949
 FD0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0336+STABILITY: POSITION/ELEVATION WELL
 FD0336
 FD0336  HISTORY     - Date     Condition        Report By
 FD0336  HISTORY     - 1949     MONUMENTED       CGS
 FD0336
 FD0336                          STATION DESCRIPTION
 FD0336
 FD0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0336'2.8 MI NW FROM FAYETTEVILLE.
 FD0336'2.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0336'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0336'FAYETTEVILLE, AT A ROAD CROSSING, IN A LOW ROCKY CUT, SET
 FD0336'VERTICALLY IN THE SOUTHWEST FACE OF THE ROCK CUT, 172 FEET
 FD0336'WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 95 FEET EAST AND
 FD0336'ACROSS THE TRACK FROM POLE NO. 42/15, 7.8 FEET NORTH-NORTHEAST
 FD0336'OF THE NEAR RAIL AND ABOUT 1 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0306 ***********************************************************************
 FD0306  DESIGNATION -  W 180
 FD0306  PID         -  FD0306
 FD0306  STATE/COUNTY-  TN/MARSHALL
 FD0306  USGS QUAD   -  BELFAST (1982)
 FD0306
 FD0306                         *CURRENT SURVEY CONTROL
 FD0306  ___________________________________________________________________
 FD0306* NAD 83(1986)-  35 25 39.     (N)    086 44 59.     (W)     SCALED    
 FD0306* NAVD 88     -       252.492  (meters)     828.38   (feet)  ADJUSTED  
 FD0306  ___________________________________________________________________
 FD0306  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0306  DYNAMIC HT  -         252.262 (meters)     827.63  (feet)  COMP
 FD0306  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FD0306
 FD0306  VERT ORDER  -  FIRST     CLASS II
 FD0306
 FD0306.The horizontal coordinates were scaled from a topographic map and have
 FD0306.an estimated accuracy of +/- 6 seconds.
 FD0306
 FD0306.The orthometric height was determined by differential leveling
 FD0306.and adjusted by the National Geodetic Survey in June 1991..
 FD0306
 FD0306.The geoid height was determined by GEOID03.
 FD0306
 FD0306.The dynamic height is computed by dividing the NAVD 88
 FD0306.geopotential number by the normal gravity value computed on the
 FD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0306.degrees latitude (g = 980.6199 gals.).
 FD0306
 FD0306.The modeled gravity was interpolated from observed gravity values.
 FD0306
 FD0306;                    North         East    Units  Estimated Accuracy
 FD0306;SPC TN       -   121,660.      531,920.      MT  (+/- 180 meters Scaled)
 FD0306
 FD0306                          SUPERSEDED SURVEY CONTROL
 FD0306
 FD0306  NGVD 29 (??/??/92)  252.466  (m)          828.30   (f) ADJ UNCH    1 2
 FD0306
 FD0306.Superseded values are not recommended for survey control.
 FD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0306.See file dsdata.txt to determine how the superseded data were derived.
 FD0306
 FD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE227204(NAD 83)
 FD0306_MARKER: DB = BENCH MARK DISK
 FD0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0306_SP_SET: CULVERT
 FD0306_STAMPING: W 180 1949
 FD0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0306
 FD0306  HISTORY     - Date     Condition        Report By
 FD0306  HISTORY     - 1949     MONUMENTED       CGS
 FD0306  HISTORY     - 1966     MARK NOT FOUND   NGS
 FD0306
 FD0306                          STATION DESCRIPTION
 FD0306
 FD0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0306'2.9 MI SE FROM LEWISBURG.
 FD0306'2.9 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0306'LOUIS RAILWAY FROM THE STATION AT LEWISBURG, 115 FEET NORTHWEST
 FD0306'AND ACROSS THE TRACK FROM POLE NO. 64/3, 62 1/2 FEET NORTH OF
 FD0306'THE NORTH RAIL, 42 FEET NORTH OF THE R/W FENCE LINE, 34 FEET
 FD0306'SOUTH-SOUTHEAST OF A 12-INCH CEDAR TREE, 82 1/2 FEET EAST OF A
 FD0306'14-INCH LOCUST TREE, 122 FEET NORTHEAST OF THE EAST END OF THE
 FD0306'NORTH CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER TRACK
 FD0306'AND SET IN THE TOP OF A PROJECTION OF ROCK ABOUT 2 BY 5-FEET AND
 FD0306'PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 2.8 MILES NORTHWEST
 FD0306'OF THE CROSSING OF STATE HIGHWAY 50 AT BELFAST.
 FD0306
 FD0306                          STATION RECOVERY (1966)
 FD0306
 FD0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FD0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1404 ***********************************************************************
 GC1404  DESIGNATION -  W 181
 GC1404  PID         -  GC1404
 GC1404  STATE/COUNTY-  TN/CHEATHAM
 GC1404  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1404
 GC1404                         *CURRENT SURVEY CONTROL
 GC1404  ___________________________________________________________________
 GC1404* NAD 83(1986)-  36 19 05.     (N)    087 11 47.     (W)     SCALED    
 GC1404* NAVD 88     -       123.798  (meters)     406.16   (feet)  ADJUSTED  
 GC1404  ___________________________________________________________________
 GC1404  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1404  DYNAMIC HT  -         123.694 (meters)     405.82  (feet)  COMP
 GC1404  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GC1404
 GC1404  VERT ORDER  -  FIRST     CLASS II
 GC1404
 GC1404.The horizontal coordinates were scaled from a topographic map and have
 GC1404.an estimated accuracy of +/- 6 seconds.
 GC1404
 GC1404.The orthometric height was determined by differential leveling
 GC1404.and adjusted by the National Geodetic Survey in June 1991..
 GC1404
 GC1404.The geoid height was determined by GEOID03.
 GC1404
 GC1404.The dynamic height is computed by dividing the NAVD 88
 GC1404.geopotential number by the normal gravity value computed on the
 GC1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1404.degrees latitude (g = 980.6199 gals.).
 GC1404
 GC1404.The modeled gravity was interpolated from observed gravity values.
 GC1404
 GC1404;                    North         East    Units  Estimated Accuracy
 GC1404;SPC TN       -   220,860.      492,570.      MT  (+/- 180 meters Scaled)
 GC1404
 GC1404                          SUPERSEDED SURVEY CONTROL
 GC1404
 GC1404  NGVD 29 (??/??/92)  123.856  (m)          406.35   (f) ADJ UNCH    1 2
 GC1404
 GC1404.Superseded values are not recommended for survey control.
 GC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1404.See file dsdata.txt to determine how the superseded data were derived.
 GC1404
 GC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF823192(NAD 83)
 GC1404_MARKER: DB = BENCH MARK DISK
 GC1404_SETTING: 66 = SET IN ROCK OUTCROP
 GC1404_SP_SET: ROCK CUT
 GC1404_STAMPING: W 181 1949
 GC1404_MARK LOGO: CGS   
 GC1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1404+STABILITY: POSITION/ELEVATION WELL
 GC1404
 GC1404  HISTORY     - Date     Condition        Report By
 GC1404  HISTORY     - 1949     MONUMENTED       CGS
 GC1404  HISTORY     - 1984     GOOD             NGS
 GC1404
 GC1404                          STATION DESCRIPTION
 GC1404
 GC1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1404'8 MI NW FROM ASHLAND CITY.
 GC1404'8.0 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1404'STATION AT ASHLAND CITY, ABOUT 0.25 MILE WEST OF THE STATION
 GC1404'SIGN FOX BLUFF, 197 FEET WEST OF THE NORTHWEST CORNER OF TRESTLE
 GC1404'NO. H 37-00, 7.4 FEET NORTH OF THE NORTH RAIL AND SET IN THE
 GC1404'TOP AND NEAR THE CENTER OF A TRIANGULAR LAYER OF ROCK PROJECTING
 GC1404'OUT OF ROCK CUT, AND ABOUT 1/2 FOOT ABOVE THE TRACK.
 GC1404
 GC1404                          STATION RECOVERY (1984)
 GC1404
 GC1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1404'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC1404'THE MARK IS 0.15 M ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1127 ***********************************************************************
 GC1127  DESIGNATION -  W 182
 GC1127  PID         -  GC1127
 GC1127  STATE/COUNTY-  TN/MONTGOMERY
 GC1127  USGS QUAD   -  CLARKSVILLE (1984)
 GC1127
 GC1127                         *CURRENT SURVEY CONTROL
 GC1127  ___________________________________________________________________
 GC1127* NAD 83(1986)-  36 34 00.     (N)    087 21 41.     (W)     SCALED    
 GC1127* NAVD 88     -       137.533  (meters)     451.22   (feet)  ADJUSTED  
 GC1127  ___________________________________________________________________
 GC1127  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1127  DYNAMIC HT  -         137.419 (meters)     450.85  (feet)  COMP
 GC1127  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 GC1127
 GC1127  VERT ORDER  -  FIRST     CLASS II
 GC1127
 GC1127.The horizontal coordinates were scaled from a topographic map and have
 GC1127.an estimated accuracy of +/- 6 seconds.
 GC1127
 GC1127.The orthometric height was determined by differential leveling
 GC1127.and adjusted by the National Geodetic Survey in June 1991..
 GC1127
 GC1127.The geoid height was determined by GEOID03.
 GC1127
 GC1127.The dynamic height is computed by dividing the NAVD 88
 GC1127.geopotential number by the normal gravity value computed on the
 GC1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1127.degrees latitude (g = 980.6199 gals.).
 GC1127
 GC1127.The modeled gravity was interpolated from observed gravity values.
 GC1127
 GC1127;                    North         East    Units  Estimated Accuracy
 GC1127;SPC TN       -   248,640.      478,140.      MT  (+/- 180 meters Scaled)
 GC1127
 GC1127                          SUPERSEDED SURVEY CONTROL
 GC1127
 GC1127  NGVD 29 (??/??/92)  137.597  (m)          451.43   (f) ADJ UNCH    1 2
 GC1127
 GC1127.Superseded values are not recommended for survey control.
 GC1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1127.See file dsdata.txt to determine how the superseded data were derived.
 GC1127
 GC1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF676468(NAD 83)
 GC1127_MARKER: DB = BENCH MARK DISK
 GC1127_SETTING: 66 = SET IN ROCK OUTCROP
 GC1127_SP_SET: ROCK CUT
 GC1127_STAMPING: W 182 1949
 GC1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1127+STABILITY: POSITION/ELEVATION WELL
 GC1127
 GC1127  HISTORY     - Date     Condition        Report By
 GC1127  HISTORY     - 1949     MONUMENTED       CGS
 GC1127
 GC1127                          STATION DESCRIPTION
 GC1127
 GC1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1127'3.8 MI N FROM CLARKSVILLE.
 GC1127'3.85 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1127'STATION AT CLARKSVILLE, 290 FEET SOUTHWEST OF MILE POST H 60, 17.5
 GC1127'FEET NORTHWEST OF THE NORTHWEST RAIL, 264 YARDS NORTH OF THE NORTH
 GC1127'END OF TRESTLE NO. H 59-82, SET VERTICALLY IN THE SOUTHEAST FACE
 GC1127'OF A VERTICAL ROCK CUT, ABOUT 2 1/2 FEET ABOVE THE GROUND AND
 GC1127'ABOUT 5 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0386 ***********************************************************************
 EE0386  DESIGNATION -  W 183
 EE0386  PID         -  EE0386
 EE0386  STATE/COUNTY-  TN/MARION
 EE0386  USGS QUAD   -  HOOKER (1982)
 EE0386
 EE0386                         *CURRENT SURVEY CONTROL
 EE0386  ___________________________________________________________________
 EE0386* NAD 83(1986)-  34 59 29.     (N)    085 28 22.     (W)     SCALED    
 EE0386* NAVD 88     -       288.960  (meters)     948.03   (feet)  ADJUSTED  
 EE0386  ___________________________________________________________________
 EE0386  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 EE0386  DYNAMIC HT  -         288.677 (meters)     947.10  (feet)  COMP
 EE0386  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 EE0386
 EE0386  VERT ORDER  -  FIRST     CLASS II
 EE0386
 EE0386.The horizontal coordinates were scaled from a topographic map and have
 EE0386.an estimated accuracy of +/- 6 seconds.
 EE0386
 EE0386.The orthometric height was determined by differential leveling
 EE0386.and adjusted by the National Geodetic Survey in June 1991..
 EE0386
 EE0386.The geoid height was determined by GEOID03.
 EE0386
 EE0386.The dynamic height is computed by dividing the NAVD 88
 EE0386.geopotential number by the normal gravity value computed on the
 EE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0386.degrees latitude (g = 980.6199 gals.).
 EE0386
 EE0386.The modeled gravity was interpolated from observed gravity values.
 EE0386
 EE0386;                    North         East    Units  Estimated Accuracy
 EE0386;SPC TN       -    73,140.      648,140.      MT  (+/- 180 meters Scaled)
 EE0386
 EE0386                          SUPERSEDED SURVEY CONTROL
 EE0386
 EE0386  NGVD 29 (??/??/92)  288.965  (m)          948.05   (f) ADJ UNCH    1 2
 EE0386
 EE0386.Superseded values are not recommended for survey control.
 EE0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0386.See file dsdata.txt to determine how the superseded data were derived.
 EE0386
 EE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD393731(NAD 83)
 EE0386_MARKER: DB = BENCH MARK DISK
 EE0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0386_STAMPING: W 183 1950
 EE0386_MARK LOGO: CGS   
 EE0386_PROJECTION: PROJECTING 9 CENTIMETERS
 EE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0386+STABILITY: SURFACE MOTION
 EE0386
 EE0386  HISTORY     - Date     Condition        Report By
 EE0386  HISTORY     - 1950     MONUMENTED       CGS
 EE0386  HISTORY     - 1963     GOOD             NGS
 EE0386  HISTORY     - 1983     GOOD             NGS
 EE0386
 EE0386                          STATION DESCRIPTION
 EE0386
 EE0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0386'1.6 MI E FROM WHITESIDE.
 EE0386'ABOUT 4.6 MILES WESTERLY ALONG NO. 299 GEORGIA HWY. (BECOMES
 EE0386'134 IN TENN.) FROM ITS T-INTERSECTION WITH NO. 11 U.S. HWY. IN
 EE0386'WILDWOOD, GEORGIA, OR 1.6 MILES EASTERLY ALONG NO. 134 TENNESSEE
 EE0386'HWY. FROM THE T-INTERSECTIN WITH COUNTY ROAD AT R.R. UNDERPASS IN
 EE0386'WHITESIDE, AN ESTIMATED 125 YARDS NNE OF HWY., ABOUT 30 YARDS NW OF
 EE0386'TURN IN SMALL CREEK, 35 YARDS WNW OF CENTER OF PRIVATE ROAD
 EE0386'CROSSING, 71.2 FEET SE OF SE RAIL OF MAIN LINE DOUBLE TRACKS OF
 EE0386'LOUISVILLE AND NASHVILLE RAILROAD, 6.1 FEET LOWER THAN TOP OF
 EE0386'THE SAME, 52 FEET S OF NO. 138/21 CREOSOTED TELEPHONE POLE, 18 FEET
 EE0386'S OF CENTER LINE OF AN EARTH ROAD, 5 FEET NNW OF CENTER OF GUYED
 EE0386'CREOSOTED POWER POLE, 2 FEET NW OF T.V.A. STEEL WITNESS POST,
 EE0386'ON TOP OF SMALL HILLOCK, AND PROJECTING 0.3 FOOT ABOVE GROUND.
 EE0386
 EE0386                          STATION RECOVERY (1983)
 EE0386
 EE0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EE0386'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 134 FROM THE POST OFFICE IN
 EE0386'WHITESIDE, ON TOP OF A SMALL HILL, ABOUT 144.3 METERS (375.0 FT)
 EE0386'NORTH-NORTHEAST OF THE HIGHWAY, 27.43 METERS (90.0 FT) NORTHWEST OF A
 EE0386'TURN IN A SMALL CREEK, 41.15 METERS (135.0 FT) WEST-SOUTHWEST OF THE
 EE0386'CENTER OF A PRIVATE ROAD CROSSING AT THE LOUISVILLE AND NASHVILLE
 EE0386'RAILROAD, 22.55 METERS (74.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF
 EE0386'THE MAIN TRACK, 19.20 METERS (63.0 FT) SOUTH OF A TELEPHONE POLE,
 EE0386'5.49 METERS (18.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD, AND
 EE0386'2.44 METERS (8.0 FT) NORTH-NORTHWEST OF A POWER POLE WITH ANCHOR
 EE0386'CABLE.
 EE0386'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 EE0386'THE MARK IS 1.8 M ABOVE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1088 ***********************************************************************
 FC1088  DESIGNATION -  W 184
 FC1088  PID         -  FC1088
 FC1088  STATE/COUNTY-  TN/HAMILTON
 FC1088  USGS QUAD   -  SODDY (1972)
 FC1088
 FC1088                         *CURRENT SURVEY CONTROL
 FC1088  ___________________________________________________________________
 FC1088* NAD 83(1986)-  35 16 36.     (N)    085 10 17.     (W)     SCALED    
 FC1088* NAVD 88     -       242.104  (meters)     794.30   (feet)  ADJUSTED  
 FC1088  ___________________________________________________________________
 FC1088  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1088  DYNAMIC HT  -         241.862 (meters)     793.51  (feet)  COMP
 FC1088  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 FC1088
 FC1088  VERT ORDER  -  FIRST     CLASS II
 FC1088
 FC1088.The horizontal coordinates were scaled from a topographic map and have
 FC1088.an estimated accuracy of +/- 6 seconds.
 FC1088
 FC1088.The orthometric height was determined by differential leveling
 FC1088.and adjusted by the National Geodetic Survey in June 1991..
 FC1088
 FC1088.The geoid height was determined by GEOID03.
 FC1088
 FC1088.The dynamic height is computed by dividing the NAVD 88
 FC1088.geopotential number by the normal gravity value computed on the
 FC1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1088.degrees latitude (g = 980.6199 gals.).
 FC1088
 FC1088.The modeled gravity was interpolated from observed gravity values.
 FC1088
 FC1088;                    North         East    Units  Estimated Accuracy
 FC1088;SPC TN       -   104,980.      675,390.      MT  (+/- 180 meters Scaled)
 FC1088
 FC1088                          SUPERSEDED SURVEY CONTROL
 FC1088
 FC1088  NGVD 29 (??/??/92)  242.146  (m)          794.44   (f) ADJ UNCH    1 2
 FC1088
 FC1088.Superseded values are not recommended for survey control.
 FC1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1088.See file dsdata.txt to determine how the superseded data were derived.
 FC1088
 FC1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE663052(NAD 83)
 FC1088_MARKER: DB = BENCH MARK DISK
 FC1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1088_STAMPING: W 184 1950
 FC1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1088+STABILITY: SURFACE MOTION
 FC1088
 FC1088  HISTORY     - Date     Condition        Report By
 FC1088  HISTORY     - 1950     MONUMENTED       CGS
 FC1088  HISTORY     - 1972     GOOD             TVA
 FC1088  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 FC1088
 FC1088                          STATION DESCRIPTION
 FC1088
 FC1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1088'0.9 MI S FROM SODDY.
 FC1088'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM RATHBURN
 FC1088'STATION IN SODDY, AT A PRIVATE ROAD CROSSING, 358 FEET NORTH AND
 FC1088'ACROSS THE ROAD FROM MILE POST 318, 54 FEET NORTHWEST OF THE
 FC1088'CENTER OF THE CROSSING OF MAIN TRACK, 45 FEET WEST OF THE WEST
 FC1088'RAIL, 31 FEET NORTHWEST OF THE NORTH END OF A 24-INCH PIPE CULVERT
 FC1088'UNDER ROAD, 26 FEET NORTHEAST OF THE NORTHEAST END OF AN 18-INCH
 FC1088'PIPE CULVERT UNDER DRIVE NORTHWEST TO A HOUSE, 26 FEET NORTH OF
 FC1088'THE CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A FENCE LINE,
 FC1088'1 1/2 FEET SOUTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 2 1/2
 FC1088'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC1088'PROJECTING 3 INCHES.
 FC1088
 FC1088                          STATION RECOVERY (1972)
 FC1088
 FC1088'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1088'RECOVERED IN GOOD CONDITION.
 FC1088
 FC1088                          STATION RECOVERY (2006)
 FC1088
 FC1088'RECOVERY NOTE BY US POWER SQUADRON 2006 (DG)
 FC1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0065 ***********************************************************************
 FD0065  DESIGNATION -  W 185
 FD0065  PID         -  FD0065
 FD0065  STATE/COUNTY-  TN/RUTHERFORD
 FD0065  USGS QUAD   -  DILLTON (1975)
 FD0065
 FD0065                         *CURRENT SURVEY CONTROL
 FD0065  ___________________________________________________________________
 FD0065* NAD 83(1986)-  35 50 55.     (N)    086 21 57.     (W)     SCALED    
 FD0065* NAVD 88     -       191.255  (meters)     627.48   (feet)  ADJUSTED  
 FD0065  ___________________________________________________________________
 FD0065  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0065  DYNAMIC HT  -         191.088 (meters)     626.93  (feet)  COMP
 FD0065  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0065
 FD0065  VERT ORDER  -  FIRST     CLASS II
 FD0065
 FD0065.The horizontal coordinates were scaled from a topographic map and have
 FD0065.an estimated accuracy of +/- 6 seconds.
 FD0065
 FD0065.The orthometric height was determined by differential leveling
 FD0065.and adjusted by the National Geodetic Survey in June 1991..
 FD0065
 FD0065.The geoid height was determined by GEOID03.
 FD0065
 FD0065.The dynamic height is computed by dividing the NAVD 88
 FD0065.geopotential number by the normal gravity value computed on the
 FD0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0065.degrees latitude (g = 980.6199 gals.).
 FD0065
 FD0065.The modeled gravity was interpolated from observed gravity values.
 FD0065
 FD0065;                    North         East    Units  Estimated Accuracy
 FD0065;SPC TN       -   168,180.      566,950.      MT  (+/- 180 meters Scaled)
 FD0065
 FD0065                          SUPERSEDED SURVEY CONTROL
 FD0065
 FD0065  NGVD 29 (??/??/92)  191.264  (m)          627.51   (f) ADJ UNCH    1 2
 FD0065
 FD0065.Superseded values are not recommended for survey control.
 FD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0065.See file dsdata.txt to determine how the superseded data were derived.
 FD0065
 FD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE572673(NAD 83)
 FD0065_MARKER: DB = BENCH MARK DISK
 FD0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0065_SP_SET: BUILDING
 FD0065_STAMPING: W 185 1949
 FD0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0065
 FD0065  HISTORY     - Date     Condition        Report By
 FD0065  HISTORY     - 1949     MONUMENTED       CGS
 FD0065  HISTORY     - 1958     GOOD             NGS
 FD0065
 FD0065                          STATION DESCRIPTION
 FD0065
 FD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0065'AT MURFREESBORO.
 FD0065'AT MURFREESBORO, ABOUT 1.05 MILES EAST ALONG EAST MAIN STREET
 FD0065'FROM THE COURT HOUSE, THENCE ABOUT 0.5 MILE NORTH ALONG NORTH
 FD0065'BOULEVARD, THENCE ABOUT 0.4 MILE EAST ALONG A BLACK TOP ROAD
 FD0065'THRU CAMPUS OF MIDDLE TENNESSEE STATE TEACHERS COLLEGE, AT
 FD0065'THE STATE TEACHERS COLLEGE AIRPORT, SET VERTICALLY IN THE
 FD0065'SOUTH END OF THE EAST WALL OF THE LARGER ONE OF TWO HANGARS
 FD0065'AT AIRPORT AND ABOUT 2 FEET ABOVE THE GROUND.
 FD0065
 FD0065                          STATION RECOVERY (1958)
 FD0065
 FD0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FD0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1208 ***********************************************************************
 FZ1208  DESIGNATION -  W 185
 FZ1208  PID         -  FZ1208
 FZ1208  STATE/COUNTY-  TN/SULLIVAN
 FZ1208  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1208
 FZ1208                         *CURRENT SURVEY CONTROL
 FZ1208  ___________________________________________________________________
 FZ1208* NAD 83(1986)-  36 36 22.     (N)    081 55 13.     (W)     SCALED    
 FZ1208* NAVD 88     -       653.175  (meters)    2142.96   (feet)  ADJUSTED  
 FZ1208  ___________________________________________________________________
 FZ1208  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1208  DYNAMIC HT  -         652.556 (meters)    2140.93  (feet)  COMP
 FZ1208  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FZ1208
 FZ1208  VERT ORDER  -  SECOND    CLASS 0
 FZ1208
 FZ1208.The horizontal coordinates were scaled from a topographic map and have
 FZ1208.an estimated accuracy of +/- 6 seconds.
 FZ1208
 FZ1208.The orthometric height was determined by differential leveling
 FZ1208.and adjusted by the National Geodetic Survey in June 1991..
 FZ1208
 FZ1208.The geoid height was determined by GEOID03.
 FZ1208
 FZ1208.The dynamic height is computed by dividing the NAVD 88
 FZ1208.geopotential number by the normal gravity value computed on the
 FZ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1208.degrees latitude (g = 980.6199 gals.).
 FZ1208
 FZ1208.The modeled gravity was interpolated from observed gravity values.
 FZ1208
 FZ1208;                    North         East    Units  Estimated Accuracy
 FZ1208;SPC TN       -   259,780.      964,920.      MT  (+/- 180 meters Scaled)
 FZ1208
 FZ1208                          SUPERSEDED SURVEY CONTROL
 FZ1208
 FZ1208  NGVD 29 (??/??/92)  653.266  (m)         2143.26   (f) ADJ UNCH    2 0
 FZ1208
 FZ1208.Superseded values are not recommended for survey control.
 FZ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1208.See file dsdata.txt to determine how the superseded data were derived.
 FZ1208
 FZ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA176515(NAD 83)
 FZ1208_MARKER: DB = BENCH MARK DISK
 FZ1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ1208_SP_SET: FOUNDATION
 FZ1208_STAMPING: W 185 1935
 FZ1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1208
 FZ1208  HISTORY     - Date     Condition        Report By
 FZ1208  HISTORY     - 1935     MONUMENTED       CGS
 FZ1208
 FZ1208                          STATION DESCRIPTION
 FZ1208
 FZ1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1208'4.2 MI S FROM ALVARADO.
 FZ1208'IN SULLIVAN COUNTY, TENNESSEE, 4.2 MILES SOUTH ALONG STATE
 FZ1208'SECONDARY HIGHWAYS 711 AND 674 FROM THE POST OFFICE AT ALVARADO,
 FZ1208'WASHINGTON COUNTY, VIRGINIA, AT OFFSET SCHOOL, 1,000 FEET NORTHEAST
 FZ1208'OF A 1-1/2-STORY FARMHOUSE ON A HILLTOP, 425 FEET SOUTHWEST OF
 FZ1208'A ONE-STORY FARMHOUSE ON A HILLTOP, 300 FEET WEST OF ANOTHER
 FZ1208'ONE-STORY FARMHOUSE, AT THE WEST CORNER OF THE CROSSROADS,
 FZ1208'165 FEET WEST OF AN OUTDOOR TOILET, 80 FEET SOUTHEAST OF A SMALL
 FZ1208'STABLE, 43.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 FZ1208'BUILDING, 50.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER, 20 FEET
 FZ1208'SOUTHWEST OF A 24-INCH PINE TREE, IN THE TOP OF THE CONCRETE
 FZ1208'FOUNDATION OF A WATER CISTERN, AND 2 FEET LOWER THAN THE HIGHWAY.
 FZ1208'A STANDARD DISK, STAMPED W 185 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0424 ***********************************************************************
 GC0424  DESIGNATION -  W 186
 GC0424  PID         -  GC0424
 GC0424  STATE/COUNTY-  TN/RUTHERFORD
 GC0424  USGS QUAD   -  LA VERGNE (1983)
 GC0424
 GC0424                         *CURRENT SURVEY CONTROL
 GC0424  ___________________________________________________________________
 GC0424* NAD 83(1986)-  36 00 49.     (N)    086 33 19.     (W)     SCALED    
 GC0424* NAVD 88     -       174.664  (meters)     573.04   (feet)  ADJUSTED  
 GC0424  ___________________________________________________________________
 GC0424  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC0424  DYNAMIC HT  -         174.514 (meters)     572.55  (feet)  COMP
 GC0424  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GC0424
 GC0424  VERT ORDER  -  FIRST     CLASS II
 GC0424
 GC0424.The horizontal coordinates were scaled from a topographic map and have
 GC0424.an estimated accuracy of +/- 6 seconds.
 GC0424
 GC0424.The orthometric height was determined by differential leveling
 GC0424.and adjusted by the National Geodetic Survey in June 1991..
 GC0424
 GC0424.The geoid height was determined by GEOID03.
 GC0424
 GC0424.The dynamic height is computed by dividing the NAVD 88
 GC0424.geopotential number by the normal gravity value computed on the
 GC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0424.degrees latitude (g = 980.6199 gals.).
 GC0424
 GC0424.The modeled gravity was interpolated from observed gravity values.
 GC0424
 GC0424;                    North         East    Units  Estimated Accuracy
 GC0424;SPC TN       -   186,570.      549,950.      MT  (+/- 180 meters Scaled)
 GC0424
 GC0424                          SUPERSEDED SURVEY CONTROL
 GC0424
 GC0424  NGVD 29 (??/??/92)  174.683  (m)          573.11   (f) ADJ UNCH    1 2
 GC0424
 GC0424.Superseded values are not recommended for survey control.
 GC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0424.See file dsdata.txt to determine how the superseded data were derived.
 GC0424
 GC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE400855(NAD 83)
 GC0424_MARKER: DB = BENCH MARK DISK
 GC0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0424_SP_SET: CULVERT
 GC0424_STAMPING: W 186 1949
 GC0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0424
 GC0424  HISTORY     - Date     Condition        Report By
 GC0424  HISTORY     - 1949     MONUMENTED       CGS
 GC0424
 GC0424                          STATION DESCRIPTION
 GC0424
 GC0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0424'1.4 MI SE FROM LA VERGNE.
 GC0424'1.4 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0424'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, ABOUT 0.15 MILE
 GC0424'WEST OF A CURVE IN THE TRACK WITH TANGENTS EXTENDING WEST AND
 GC0424'SOUTHEAST, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 GC0424'WALL OF A 12-FOOT CONCRETE CULVERT, AT POLE 17/5, 24 FEET SOUTH
 GC0424'OF THE SOUTH RAIL AND ABOUT 9 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0395 ***********************************************************************
 GC0395  DESIGNATION -  W 187
 GC0395  PID         -  GC0395
 GC0395  STATE/COUNTY-  TN/DAVIDSON
 GC0395  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0395
 GC0395                         *CURRENT SURVEY CONTROL
 GC0395  ___________________________________________________________________
 GC0395* NAD 83(1986)-  36 08 58.     (N)    086 46 32.     (W)     SCALED    
 GC0395* NAVD 88     -       147.167  (meters)     482.83   (feet)  ADJUSTED  
 GC0395  ___________________________________________________________________
 GC0395  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0395  DYNAMIC HT  -         147.041 (meters)     482.42  (feet)  COMP
 GC0395  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0395
 GC0395  VERT ORDER  -  FIRST     CLASS II
 GC0395
 GC0395.The horizontal coordinates were scaled from a topographic map and have
 GC0395.an estimated accuracy of +/- 6 seconds.
 GC0395
 GC0395.The orthometric height was determined by differential leveling
 GC0395.and adjusted by the National Geodetic Survey in June 1991..
 GC0395
 GC0395.The geoid height was determined by GEOID03.
 GC0395
 GC0395.The dynamic height is computed by dividing the NAVD 88
 GC0395.geopotential number by the normal gravity value computed on the
 GC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0395.degrees latitude (g = 980.6199 gals.).
 GC0395
 GC0395.The modeled gravity was interpolated from observed gravity values.
 GC0395
 GC0395;                    North         East    Units  Estimated Accuracy
 GC0395;SPC TN       -   201,770.      530,210.      MT  (+/- 180 meters Scaled)
 GC0395
 GC0395                          SUPERSEDED SURVEY CONTROL
 GC0395
 GC0395  NGVD 29 (??/??/92)  147.190  (m)          482.91   (f) ADJ UNCH    1 2
 GC0395
 GC0395.Superseded values are not recommended for survey control.
 GC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0395.See file dsdata.txt to determine how the superseded data were derived.
 GC0395
 GC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF201005(NAD 83)
 GC0395_MARKER: DB = BENCH MARK DISK
 GC0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0395_STAMPING: W 187 1949
 GC0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0395+STABILITY: SURFACE MOTION
 GC0395
 GC0395  HISTORY     - Date     Condition        Report By
 GC0395  HISTORY     - 1949     MONUMENTED       CGS
 GC0395  HISTORY     - 1952     MARK NOT FOUND   NGS
 GC0395  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0395
 GC0395                          STATION DESCRIPTION
 GC0395
 GC0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0395'AT NASHVILLE.
 GC0395'AT NASHVILLE, DAVIDSON COUNTY, 0.75 MILE SOUTHEAST ALONG THE
 GC0395'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE UNION STATION,
 GC0395'AT EWING AVENUE CROSSING, 45 FEET NORTHEAST OF THE CENTER OF THE
 GC0395'CROSSING AT CENTER OF THE NORTHEAST MAIN TRACK, 42 1/2 FEET
 GC0395'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 25
 GC0395'FEET EAST OF THE CENTERLINE OF EWING AVENUE, 32.8 FEET WEST OF THE
 GC0395'NORTH CORNER OF THE COLONIAL MILLING COMPANY BUILDING, 10.8 FEET
 GC0395'NORTHEAST OF TELEPHONE POLE NO. 62 1/2, 1/2 FOOT EAST OF THE EAST
 GC0395'EDGE OF SIDEWALK ALONG EWING AVENUE, 1 1/2 FEET BELOW THE TRACK
 GC0395'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  A STANDARD
 GC0395'DISK, STAMPED W 187 1949.
 GC0395
 GC0395                          STATION RECOVERY (1984)
 GC0395
 GC0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0395'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE, POSSIBLY TAKEN OUT BY
 GC0395'MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1417 ***********************************************************************
 GC1417  DESIGNATION -  W 188
 GC1417  PID         -  GC1417
 GC1417  STATE/COUNTY-  TN/CHEATHAM
 GC1417  USGS QUAD   -  LILLAMAY (1983)
 GC1417
 GC1417                         *CURRENT SURVEY CONTROL
 GC1417  ___________________________________________________________________
 GC1417* NAD 83(1986)-  36 14 58.     (N)    087 03 17.     (W)     SCALED    
 GC1417* NAVD 88     -       121.382  (meters)     398.23   (feet)  ADJUSTED  
 GC1417  ___________________________________________________________________
 GC1417  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1417  DYNAMIC HT  -         121.278 (meters)     397.89  (feet)  COMP
 GC1417  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 GC1417
 GC1417  VERT ORDER  -  FIRST     CLASS II
 GC1417
 GC1417.The horizontal coordinates were scaled from a topographic map and have
 GC1417.an estimated accuracy of +/- 6 seconds.
 GC1417
 GC1417.The orthometric height was determined by differential leveling
 GC1417.and adjusted by the National Geodetic Survey in June 1991..
 GC1417
 GC1417.The geoid height was determined by GEOID03.
 GC1417
 GC1417.The dynamic height is computed by dividing the NAVD 88
 GC1417.geopotential number by the normal gravity value computed on the
 GC1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1417.degrees latitude (g = 980.6199 gals.).
 GC1417
 GC1417.The modeled gravity was interpolated from observed gravity values.
 GC1417
 GC1417;                    North         East    Units  Estimated Accuracy
 GC1417;SPC TN       -   213,100.      505,210.      MT  (+/- 180 meters Scaled)
 GC1417
 GC1417                          SUPERSEDED SURVEY CONTROL
 GC1417
 GC1417  NGVD 29 (??/??/92)  121.427  (m)          398.38   (f) ADJ UNCH    1 2
 GC1417
 GC1417.Superseded values are not recommended for survey control.
 GC1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1417.See file dsdata.txt to determine how the superseded data were derived.
 GC1417
 GC1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF950116(NAD 83)
 GC1417_MARKER: DB = BENCH MARK DISK
 GC1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1417_STAMPING: W 188 1949
 GC1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1417+STABILITY: SURFACE MOTION
 GC1417
 GC1417  HISTORY     - Date     Condition        Report By
 GC1417  HISTORY     - 1949     MONUMENTED       CGS
 GC1417  HISTORY     - 1952     GOOD             NGS
 GC1417  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1417
 GC1417                          STATION DESCRIPTION
 GC1417
 GC1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1417'2.2 MI SE FROM ASHLAND CITY.
 GC1417'2.2 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1417'THE STATION AT ASHLAND CITY, AT SULPHUR SPRINGS, 89 FEET NORTHEAST
 GC1417'OF THE CENTER PIER OF TRESTLE NO. H-27.09, 26 FEET SOUTHEAST OF
 GC1417'THE CENTER LINE OF A ROAD, 20 1/2 FEET SOUTH-SOUTHEAST OF A
 GC1417'36-INCH OAK TREE, 11 1/2 FEET NORTHEAST OF A PITCHER PUMP IN
 GC1417'SULPHUR SPRINGS, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GC1417'POST, ABOUT 12 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GC1417'CONCRETE POST PROJECTING 2 INCHES.
 GC1417
 GC1417                          STATION RECOVERY (1952)
 GC1417
 GC1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GC1417'RECOVERED IN GOOD CONDITION.
 GC1417
 GC1417                          STATION RECOVERY (1984)
 GC1417
 GC1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1417'SEARCHED FOR BUT NOT RECOVERED.  THERE HAS BEEN FARM IMPROVEMENTS MADE
 GC1417'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0476 ***********************************************************************
 GB0476  DESIGNATION -  W 189
 GB0476  PID         -  GB0476
 GB0476  STATE/COUNTY-  TN/KNOX
 GB0476  USGS QUAD   -  POWELL (1976)
 GB0476
 GB0476                         *CURRENT SURVEY CONTROL
 GB0476  ___________________________________________________________________
 GB0476* NAD 83(1986)-  36 04 18.     (N)    084 05 27.     (W)     SCALED    
 GB0476* NAVD 88     -       314.733  (meters)    1032.59   (feet)  ADJUSTED  
 GB0476  ___________________________________________________________________
 GB0476  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0476  DYNAMIC HT  -         314.443 (meters)    1031.64  (feet)  COMP
 GB0476  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 GB0476
 GB0476  VERT ORDER  -  FIRST     CLASS I
 GB0476
 GB0476.The horizontal coordinates were scaled from a topographic map and have
 GB0476.an estimated accuracy of +/- 6 seconds.
 GB0476
 GB0476.The orthometric height was determined by differential leveling
 GB0476.and adjusted by the National Geodetic Survey in June 1991..
 GB0476
 GB0476.The geoid height was determined by GEOID03.
 GB0476
 GB0476.The dynamic height is computed by dividing the NAVD 88
 GB0476.geopotential number by the normal gravity value computed on the
 GB0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0476.degrees latitude (g = 980.6199 gals.).
 GB0476
 GB0476.The modeled gravity was interpolated from observed gravity values.
 GB0476
 GB0476;                    North         East    Units  Estimated Accuracy
 GB0476;SPC TN       -   194,550.      771,960.      MT  (+/- 180 meters Scaled)
 GB0476
 GB0476                          SUPERSEDED SURVEY CONTROL
 GB0476
 GB0476  NGVD 29 (??/??/92)  314.856  (m)         1032.99   (f) ADJ UNCH    1 1
 GB0476
 GB0476.Superseded values are not recommended for survey control.
 GB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0476.See file dsdata.txt to determine how the superseded data were derived.
 GB0476
 GB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE619958(NAD 83)
 GB0476_MARKER: DB = BENCH MARK DISK
 GB0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0476_STAMPING: W 189 1950
 GB0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0476+STABILITY: SURFACE MOTION
 GB0476
 GB0476  HISTORY     - Date     Condition        Report By
 GB0476  HISTORY     - 1950     MONUMENTED       CGS
 GB0476  HISTORY     - 1967     GOOD             NGS
 GB0476  HISTORY     - 1973     GOOD             LOCSUR
 GB0476
 GB0476                          STATION DESCRIPTION
 GB0476
 GB0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0476'5.2 MI SE FROM CLINTON.
 GB0476'ABOUT 5.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0476'STATION AT CLINTON, ABOUT 7.3 MILES NORTHWEST OF THE STATION AT
 GB0476'POWELL, ABOUT 0.5 MILE WEST OF MILEPOST 15, ABOUT 0.25 MILE WEST
 GB0476'OF A PRIVATE ROAD CROSSING, AT THE INSIDE OF A LONG CURVE, AT THE
 GB0476'EAST END OF A CUT, AT AN ABANDONED ROAD CROSSING, 42.5 FEET SOUTH
 GB0476'OF THE SOUTH RAIL, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GB0476'ABANDONED ROAD, ABOUT 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 GB0476'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 GB0476'GROUND.
 GB0476
 GB0476                          STATION RECOVERY (1973)
 GB0476
 GB0476'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0743 ***********************************************************************
 FE0743  DESIGNATION -  W 19
 FE0743  PID         -  FE0743
 FE0743  STATE/COUNTY-  TN/MADISON
 FE0743  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0743
 FE0743                         *CURRENT SURVEY CONTROL
 FE0743  ___________________________________________________________________
 FE0743* NAD 83(1986)-  35 36 19.     (N)    088 48 45.     (W)     SCALED    
 FE0743* NAVD 88     -       109.536  (meters)     359.37   (feet)  ADJUSTED  
 FE0743  ___________________________________________________________________
 FE0743  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0743  DYNAMIC HT  -         109.438 (meters)     359.05  (feet)  COMP
 FE0743  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 FE0743
 FE0743  VERT ORDER  -  FIRST     CLASS II
 FE0743
 FE0743.The horizontal coordinates were scaled from a topographic map and have
 FE0743.an estimated accuracy of +/- 6 seconds.
 FE0743
 FE0743.The orthometric height was determined by differential leveling
 FE0743.and adjusted by the National Geodetic Survey in June 1991..
 FE0743
 FE0743.The geoid height was determined by GEOID03.
 FE0743
 FE0743.The dynamic height is computed by dividing the NAVD 88
 FE0743.geopotential number by the normal gravity value computed on the
 FE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0743.degrees latitude (g = 980.6199 gals.).
 FE0743
 FE0743.The modeled gravity was interpolated from observed gravity values.
 FE0743
 FE0743;                    North         East    Units  Estimated Accuracy
 FE0743;SPC TN       -   144,780.      345,200.      MT  (+/- 180 meters Scaled)
 FE0743
 FE0743                          SUPERSEDED SURVEY CONTROL
 FE0743
 FE0743  NGVD 29 (??/??/??)  109.571  (m)          359.48   (f) ADJUSTED    1 2
 FE0743
 FE0743.Superseded values are not recommended for survey control.
 FE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0743.See file dsdata.txt to determine how the superseded data were derived.
 FE0743
 FE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE358416(NAD 83)
 FE0743_MARKER: DB = BENCH MARK DISK
 FE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0743_STAMPING: W 19 1934 359.576
 FE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0743+STABILITY: SURFACE MOTION
 FE0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0743+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0743
 FE0743  HISTORY     - Date     Condition        Report By
 FE0743  HISTORY     - 1934     MONUMENTED       CGS
 FE0743  HISTORY     - 1948     GOOD             CGS
 FE0743  HISTORY     - 20020909 GOOD             USACE
 FE0743
 FE0743                          STATION DESCRIPTION
 FE0743
 FE0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0743'AT JACKSON.
 FE0743'AT JACKSON, AT THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 FE0743'STATION, 33.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 195
 FE0743'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 45 (SOUTH ROYAL
 FE0743'STREET), 92.8 FEET SOUTHEAST AND ACROSS THE TRACKS FROM THE
 FE0743'SOUTHEAST CORNER OF THE BRICK STATION BUILDING, 26.4 FEET
 FE0743'NORTHEAST OF THE NORTHWEST CORNER OF A WIRE FENCE AROUND A POWER
 FE0743'TRANSFORMER STATION, 2 FEET SOUTH OF A HEDGE ROW, ABOUT LEVEL
 FE0743'WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0743'1 INCH.
 FE0743
 FE0743                          STATION RECOVERY (2002)
 FE0743
 FE0743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0743'S ROYAL ST. NO LONGER HWY 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0879 ***********************************************************************
 GB0879  DESIGNATION -  W 191
 GB0879  PID         -  GB0879
 GB0879  STATE/COUNTY-  TN/MORGAN
 GB0879  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0879
 GB0879                         *CURRENT SURVEY CONTROL
 GB0879  ___________________________________________________________________
 GB0879* NAD 83(1986)-  36 10 35.     (N)    084 39 59.     (W)     SCALED    
 GB0879* NAVD 88     -       376.316  (meters)    1234.63   (feet)  ADJUSTED  
 GB0879  ___________________________________________________________________
 GB0879  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0879  DYNAMIC HT  -         375.981 (meters)    1233.53  (feet)  COMP
 GB0879  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GB0879
 GB0879  VERT ORDER  -  FIRST     CLASS I
 GB0879
 GB0879.The horizontal coordinates were scaled from a topographic map and have
 GB0879.an estimated accuracy of +/- 6 seconds.
 GB0879
 GB0879.The orthometric height was determined by differential leveling
 GB0879.and adjusted by the National Geodetic Survey in June 1991..
 GB0879
 GB0879.The geoid height was determined by GEOID03.
 GB0879
 GB0879.The dynamic height is computed by dividing the NAVD 88
 GB0879.geopotential number by the normal gravity value computed on the
 GB0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0879.degrees latitude (g = 980.6199 gals.).
 GB0879
 GB0879.The modeled gravity was interpolated from observed gravity values.
 GB0879
 GB0879;                    North         East    Units  Estimated Accuracy
 GB0879;SPC TN       -   205,300.      719,970.      MT  (+/- 180 meters Scaled)
 GB0879
 GB0879                          SUPERSEDED SURVEY CONTROL
 GB0879
 GB0879  NGVD 29 (??/??/92)  376.422  (m)         1234.98   (f) ADJ UNCH    1 1
 GB0879
 GB0879.Superseded values are not recommended for survey control.
 GB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0879.See file dsdata.txt to determine how the superseded data were derived.
 GB0879
 GB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF098060(NAD 83)
 GB0879_MARKER: DB = BENCH MARK DISK
 GB0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0879_SP_SET: BRIDGE
 GB0879_STAMPING: W 191 1950
 GB0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0879
 GB0879  HISTORY     - Date     Condition        Report By
 GB0879  HISTORY     - 1950     MONUMENTED       CGS
 GB0879  HISTORY     - 1968     GOOD             NGS
 GB0879
 GB0879                          STATION DESCRIPTION
 GB0879
 GB0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0879'4.6 MI N FROM LANCING.
 GB0879'ABOUT 4.65 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0879'STATION AT LANCING, OR ABOUT 0.05 MILE EAST ALONG A PAVED ROAD
 GB0879'FROM THE POST OFFICE AT SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A
 GB0879'SIDETRACK OF THE SOUTHERN RAILWAY, THENCE 4.45 MILES SOUTH ALONG
 GB0879'THE MAIN TRACK, 0.55 MILE NORTH OF A METAL BUILDING, SET IN THE TOP
 GB0879'OF THE SOUTHWEST CONCRETE WING WALL OF A RAILROAD BRIDGE OVER ROCK
 GB0879'CREEK AND A GRAVELED ROAD, 21 FEET WEST OF THE WEST RAIL, 1.7 FEET
 GB0879'NORTH OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE,
 GB0879'2.0 FEET WEST OF THE WEST CONCRETE CURB ON THE BRIDGE, AND ABOUT
 GB0879'4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0690 ***********************************************************************
 FC0690  DESIGNATION -  W 192
 FC0690  PID         -  FC0690
 FC0690  STATE/COUNTY-  TN/RHEA
 FC0690  USGS QUAD   -  EVENSVILLE (1990)
 FC0690
 FC0690                         *CURRENT SURVEY CONTROL
 FC0690  ___________________________________________________________________
 FC0690* NAD 83(1986)-  35 35 59.     (N)    084 55 31.     (W)     SCALED    
 FC0690* NAVD 88     -       244.363  (meters)     801.71   (feet)  ADJUSTED  
 FC0690  ___________________________________________________________________
 FC0690  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FC0690  DYNAMIC HT  -         244.129 (meters)     800.95  (feet)  COMP
 FC0690  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0690
 FC0690  VERT ORDER  -  FIRST     CLASS II
 FC0690
 FC0690.The horizontal coordinates were scaled from a topographic map and have
 FC0690.an estimated accuracy of +/- 6 seconds.
 FC0690
 FC0690.The orthometric height was determined by differential leveling
 FC0690.and adjusted by the National Geodetic Survey in June 1991..
 FC0690
 FC0690.The geoid height was determined by GEOID03.
 FC0690
 FC0690.The dynamic height is computed by dividing the NAVD 88
 FC0690.geopotential number by the normal gravity value computed on the
 FC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0690.degrees latitude (g = 980.6199 gals.).
 FC0690
 FC0690.The modeled gravity was interpolated from observed gravity values.
 FC0690
 FC0690;                    North         East    Units  Estimated Accuracy
 FC0690;SPC TN       -   141,040.      697,380.      MT  (+/- 180 meters Scaled)
 FC0690
 FC0690                          SUPERSEDED SURVEY CONTROL
 FC0690
 FC0690  NGVD 29 (??/??/92)  244.436  (m)          801.95   (f) ADJ UNCH    1 2
 FC0690
 FC0690.Superseded values are not recommended for survey control.
 FC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0690.See file dsdata.txt to determine how the superseded data were derived.
 FC0690
 FC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE879415(NAD 83)
 FC0690_MARKER: DB = BENCH MARK DISK
 FC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0690_STAMPING: W 192 1950
 FC0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0690+STABILITY: SURFACE MOTION
 FC0690
 FC0690  HISTORY     - Date     Condition        Report By
 FC0690  HISTORY     - 1950     MONUMENTED       CGS
 FC0690
 FC0690                          STATION DESCRIPTION
 FC0690
 FC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0690'2.8 MI NE FROM EVENSVILLE.
 FC0690'2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0690'AT EVENSVILLE, AT A GRAVEL ROAD CROSSING, 45 FEET WEST OF THE WEST
 FC0690'RAIL, 54 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 38 FEET
 FC0690'SOUTHWEST OF A CROSSING WARNING SIGN, 27 FEET SOUTH OF A FENCE
 FC0690'CORNER, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A T.V.A. STEEL
 FC0690'WITNESS POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 FC0690'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0673 ***********************************************************************
 FC0673  DESIGNATION -  W 193
 FC0673  PID         -  FC0673
 FC0673  STATE/COUNTY-  TN/RHEA
 FC0673  USGS QUAD   -  SPRING CITY (1990)
 FC0673
 FC0673                         *CURRENT SURVEY CONTROL
 FC0673  ___________________________________________________________________
 FC0673* NAD 83(1986)-  35 43 11.     (N)    084 49 54.     (W)     SCALED    
 FC0673* NAVD 88     -       240.950  (meters)     790.52   (feet)  ADJUSTED  
 FC0673  ___________________________________________________________________
 FC0673  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0673  DYNAMIC HT  -         240.724 (meters)     789.78  (feet)  COMP
 FC0673  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FC0673
 FC0673  VERT ORDER  -  FIRST     CLASS II
 FC0673
 FC0673.The horizontal coordinates were scaled from a topographic map and have
 FC0673.an estimated accuracy of +/- 6 seconds.
 FC0673
 FC0673.The orthometric height was determined by differential leveling
 FC0673.and adjusted by the National Geodetic Survey in June 1991..
 FC0673
 FC0673.The geoid height was determined by GEOID03.
 FC0673
 FC0673.The dynamic height is computed by dividing the NAVD 88
 FC0673.geopotential number by the normal gravity value computed on the
 FC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0673.degrees latitude (g = 980.6199 gals.).
 FC0673
 FC0673.The modeled gravity was interpolated from observed gravity values.
 FC0673
 FC0673;                    North         East    Units  Estimated Accuracy
 FC0673;SPC TN       -   154,450.      705,710.      MT  (+/- 180 meters Scaled)
 FC0673
 FC0673                          SUPERSEDED SURVEY CONTROL
 FC0673
 FC0673  NGVD 29 (??/??/92)  241.037  (m)          790.80   (f) ADJ UNCH    1 2
 FC0673
 FC0673.Superseded values are not recommended for survey control.
 FC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0673.See file dsdata.txt to determine how the superseded data were derived.
 FC0673
 FC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE961550(NAD 83)
 FC0673_MARKER: DB = BENCH MARK DISK
 FC0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0673_STAMPING: W 193 1950
 FC0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0673+STABILITY: SURFACE MOTION
 FC0673
 FC0673  HISTORY     - Date     Condition        Report By
 FC0673  HISTORY     - 1950     MONUMENTED       CGS
 FC0673
 FC0673                          STATION DESCRIPTION
 FC0673
 FC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0673'2.6 MI NE FROM SPRING CITY.
 FC0673'2.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0673'AT SPRING CITY, ABOUT 0.3 MILE SOUTHWEST OF THE STATION SIGN AT
 FC0673'LORRAINE, AT A PRIVATE ROAD CROSSING, 46 FEET NORTHWEST OF THE
 FC0673'NORTHWEST RAIL OF THE MAIN TRACK, 53 FEET WEST OF THE CENTER OF
 FC0673'THE MAIN TRACK AT CENTER OF CROSSING, 19 FEET SOUTHWEST OF THE
 FC0673'SOUTHWEST GATE POST OF A GATE IN R/W FENCE LINE, 1 1/2 FEET
 FC0673'SOUTHEAST OF THE FENCE LINE, 1 1/2 FEET NORTHEAST OF A T.V.A.
 FC0673'STEEL WITNESS POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF
 FC0673'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0632 ***********************************************************************
 FC0632  DESIGNATION -  W 194
 FC0632  PID         -  FC0632
 FC0632  STATE/COUNTY-  TN/ROANE
 FC0632  USGS QUAD   -  HARRIMAN (1980)
 FC0632
 FC0632                         *CURRENT SURVEY CONTROL
 FC0632  ___________________________________________________________________
 FC0632* NAD 83(1986)-  35 55 27.     (N)    084 33 40.     (W)     SCALED    
 FC0632* NAVD 88     -       254.248  (meters)     834.15   (feet)  ADJUSTED  
 FC0632  ___________________________________________________________________
 FC0632  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0632  DYNAMIC HT  -         254.015 (meters)     833.38  (feet)  COMP
 FC0632  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 FC0632
 FC0632  VERT ORDER  -  FIRST     CLASS II
 FC0632
 FC0632.The horizontal coordinates were scaled from a topographic map and have
 FC0632.an estimated accuracy of +/- 6 seconds.
 FC0632
 FC0632.The orthometric height was determined by differential leveling
 FC0632.and adjusted by the National Geodetic Survey in June 1991..
 FC0632
 FC0632.The geoid height was determined by GEOID03.
 FC0632
 FC0632.The dynamic height is computed by dividing the NAVD 88
 FC0632.geopotential number by the normal gravity value computed on the
 FC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0632.degrees latitude (g = 980.6199 gals.).
 FC0632
 FC0632.The modeled gravity was interpolated from observed gravity values.
 FC0632
 FC0632;                    North         East    Units  Estimated Accuracy
 FC0632;SPC TN       -   177,460.      729,850.      MT  (+/- 180 meters Scaled)
 FC0632
 FC0632                          SUPERSEDED SURVEY CONTROL
 FC0632
 FC0632  NGVD 29 (??/??/92)  254.360  (m)          834.51   (f) ADJ UNCH    1 2
 FC0632
 FC0632.Superseded values are not recommended for survey control.
 FC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0632.See file dsdata.txt to determine how the superseded data were derived.
 FC0632
 FC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE200782(NAD 83)
 FC0632_MARKER: DB = BENCH MARK DISK
 FC0632_SETTING: 0 = UNSPECIFIED SETTING
 FC0632_STAMPING: W 194 1950
 FC0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0632
 FC0632  HISTORY     - Date     Condition        Report By
 FC0632  HISTORY     - 1950     MONUMENTED       CGS
 FC0632  HISTORY     - 1972     GOOD             TVA
 FC0632
 FC0632                          STATION DESCRIPTION
 FC0632
 FC0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0632'1.2 MI NE FROM EMORY GAP.
 FC0632'1.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0632'AT EMORY GAP, ABOUT 0.5 MILE NORTHEAST OF THE OVERPASS OF THE
 FC0632'TENNESSEE CENTRAL RAILROAD OVER THE SOUTHERN RAILWAY, NEAR THE
 FC0632'NORTH END OF A LONG THRU ROCK CUT, 11 RAILS SOUTH OF SEMAPHORE
 FC0632'SIGNAL NO. 259.5, 9 1/2 RAILS SOUTH OF A TELEPHONE BOOTH, 10 RAILS
 FC0632'SOUTH OF A 30-INCH PIPE CULVERT, 20 RAILS NORTH OF A STATION
 FC0632'ONE MILE SIGN, IN CUT BANK BETWEEN THE SOUTHERN RAILWAY AND THE
 FC0632'TENNESSEE CENTRAL RAILROAD, SET VERTICALLY IN THE WEST FACE
 FC0632'OF ROCK CUT, 10 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FC0632'142 FEET SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED CONCRETE
 FC0632'FOUNDATION ON TOP OF CUT BANK BETWEEN THE TWO RAILROADS, ABOUT
 FC0632'2 FEET ABOVE THE BOTTOM OF DITCH, AND ABOUT 1/2 FOOT BELOW THE
 FC0632'TRACK.
 FC0632
 FC0632                          STATION RECOVERY (1972)
 FC0632
 FC0632'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0512 ***********************************************************************
 GB0512  DESIGNATION -  W 195
 GB0512  PID         -  GB0512
 GB0512  STATE/COUNTY-  TN/ANDERSON
 GB0512  USGS QUAD   -  WINDROCK (1975)
 GB0512
 GB0512                         *CURRENT SURVEY CONTROL
 GB0512  ___________________________________________________________________
 GB0512* NAD 83(1986)-  36 02 17.     (N)    084 18 32.     (W)     SCALED    
 GB0512* NAVD 88     -       238.950  (meters)     783.96   (feet)  ADJUSTED  
 GB0512  ___________________________________________________________________
 GB0512  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB0512  DYNAMIC HT  -         238.732 (meters)     783.24  (feet)  COMP
 GB0512  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GB0512
 GB0512  VERT ORDER  -  FIRST     CLASS II
 GB0512
 GB0512.The horizontal coordinates were scaled from a topographic map and have
 GB0512.an estimated accuracy of +/- 6 seconds.
 GB0512
 GB0512.The orthometric height was determined by differential leveling
 GB0512.and adjusted by the National Geodetic Survey in June 1991..
 GB0512
 GB0512.The geoid height was determined by GEOID03.
 GB0512
 GB0512.The dynamic height is computed by dividing the NAVD 88
 GB0512.geopotential number by the normal gravity value computed on the
 GB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0512.degrees latitude (g = 980.6199 gals.).
 GB0512
 GB0512.The modeled gravity was interpolated from observed gravity values.
 GB0512
 GB0512;                    North         East    Units  Estimated Accuracy
 GB0512;SPC TN       -   190,460.      752,390.      MT  (+/- 180 meters Scaled)
 GB0512
 GB0512                          SUPERSEDED SURVEY CONTROL
 GB0512
 GB0512  NGVD 29 (??/??/92)  239.082  (m)          784.39   (f) ADJ UNCH    1 2
 GB0512
 GB0512.Superseded values are not recommended for survey control.
 GB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0512.See file dsdata.txt to determine how the superseded data were derived.
 GB0512
 GB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE424915(NAD 83)
 GB0512_MARKER: DB = BENCH MARK DISK
 GB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0512_STAMPING: W 195 1950
 GB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0512+STABILITY: SURFACE MOTION
 GB0512
 GB0512  HISTORY     - Date     Condition        Report By
 GB0512  HISTORY     - 1950     MONUMENTED       CGS
 GB0512
 GB0512                          STATION DESCRIPTION
 GB0512
 GB0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0512'2 MI ESE FROM OLIVER SPRINGS.
 GB0512'ABOUT 2 MILES EAST-SOUTHEAST OF OLIVER SPRINGS, AT OAK RIDGE
 GB0512'AIRPORT, 199 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY,
 GB0512'22.5 FEET SOUTHEAST OF THE EAST CORNER OF A CORRUGATED ALUMINUM
 GB0512'HANGAR, 18.5 FEET NORTHWEST OF THE NORTH CORNER OF AN OPEN
 GB0512'HANGAR, 1 1/2 FEET EAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 GB0512'LEVEL WITH GROUNDS AND SET IN THE TOP OF A CONCRETE POST
 GB0512'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0909 ***********************************************************************
 GB0909  DESIGNATION -  W 196
 GB0909  PID         -  GB0909
 GB0909  STATE/COUNTY-  TN/SCOTT
 GB0909  USGS QUAD   -  ROBBINS (1980)
 GB0909
 GB0909                         *CURRENT SURVEY CONTROL
 GB0909  ___________________________________________________________________
 GB0909* NAD 83(1986)-  36 19 12.     (N)    084 36 57.     (W)     SCALED    
 GB0909* NAVD 88     -       385.789  (meters)    1265.71   (feet)  ADJUSTED  
 GB0909  ___________________________________________________________________
 GB0909  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0909  DYNAMIC HT  -         385.457 (meters)    1264.62  (feet)  COMP
 GB0909  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GB0909
 GB0909  VERT ORDER  -  FIRST     CLASS I
 GB0909
 GB0909.The horizontal coordinates were scaled from a topographic map and have
 GB0909.an estimated accuracy of +/- 6 seconds.
 GB0909
 GB0909.The orthometric height was determined by differential leveling
 GB0909.and adjusted by the National Geodetic Survey in June 1991..
 GB0909
 GB0909.The geoid height was determined by GEOID03.
 GB0909
 GB0909.The dynamic height is computed by dividing the NAVD 88
 GB0909.geopotential number by the normal gravity value computed on the
 GB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0909.degrees latitude (g = 980.6199 gals.).
 GB0909
 GB0909.The modeled gravity was interpolated from observed gravity values.
 GB0909
 GB0909;                    North         East    Units  Estimated Accuracy
 GB0909;SPC TN       -   221,300.      724,290.      MT  (+/- 180 meters Scaled)
 GB0909
 GB0909                          SUPERSEDED SURVEY CONTROL
 GB0909
 GB0909  NGVD 29 (??/??/92)  385.916  (m)         1266.13   (f) ADJ UNCH    1 1
 GB0909
 GB0909.Superseded values are not recommended for survey control.
 GB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0909.See file dsdata.txt to determine how the superseded data were derived.
 GB0909
 GB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF140220(NAD 83)
 GB0909_MARKER: DB = BENCH MARK DISK
 GB0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0909_STAMPING: W 196 1950
 GB0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0909+STABILITY: SURFACE MOTION
 GB0909
 GB0909  HISTORY     - Date     Condition        Report By
 GB0909  HISTORY     - 1950     MONUMENTED       CGS
 GB0909  HISTORY     - 1968     GOOD             NGS
 GB0909
 GB0909                          STATION DESCRIPTION
 GB0909
 GB0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0909'3 MI S FROM ROBBINS.
 GB0909'ABOUT 2.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0909'STATION AT ROBBINS, THENCE 0.1 MILE SOUTHEAST ALONG A TRAIL
 GB0909'ROAD, THENCE 0.05 MILE WEST ALONG U.S. HIGHWAY 27, 0.15 MILE
 GB0909'WEST OF A BARN, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GB0909'250 FEET WEST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 GB0909'152 FEET WEST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF
 GB0909'A CULVERT UNDER THE HIGHWAY, 4 FEET WEST OF ABANDONED POLE NUMBER
 GB0909'6 WHICH IS BRACED BY TWO GUY WIRES, 1 FOOT SOUTH OF A FENCE, 153
 GB0909'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK U 196,
 GB0909'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GB0909'OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0001 ***********************************************************************
 GB0001  DESIGNATION -  W 197
 GB0001  PID         -  GB0001
 GB0001  STATE/COUNTY-  TN/SCOTT
 GB0001  USGS QUAD   -  WINFIELD (1982)
 GB0001
 GB0001                         *CURRENT SURVEY CONTROL
 GB0001  ___________________________________________________________________
 GB0001* NAD 83(1986)-  36 30 30.     (N)    084 29 47.     (W)     SCALED    
 GB0001* NAVD 88     -       448.448  (meters)    1471.28   (feet)  ADJUSTED  
 GB0001  ___________________________________________________________________
 GB0001  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0001  DYNAMIC HT  -         448.065 (meters)    1470.03  (feet)  COMP
 GB0001  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GB0001
 GB0001  VERT ORDER  -  FIRST     CLASS I
 GB0001
 GB0001.The horizontal coordinates were scaled from a topographic map and have
 GB0001.an estimated accuracy of +/- 6 seconds.
 GB0001
 GB0001.The orthometric height was determined by differential leveling
 GB0001.and adjusted by the National Geodetic Survey in June 1991..
 GB0001
 GB0001.The geoid height was determined by GEOID03.
 GB0001
 GB0001.The dynamic height is computed by dividing the NAVD 88
 GB0001.geopotential number by the normal gravity value computed on the
 GB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0001.degrees latitude (g = 980.6199 gals.).
 GB0001
 GB0001.The modeled gravity was interpolated from observed gravity values.
 GB0001
 GB0001;                    North         East    Units  Estimated Accuracy
 GB0001;SPC TN       -   242,360.      734,690.      MT  (+/- 180 meters Scaled)
 GB0001
 GB0001                          SUPERSEDED SURVEY CONTROL
 GB0001
 GB0001  NGVD 29 (??/??/92)  448.567  (m)         1471.67   (f) ADJ UNCH    1 1
 GB0001
 GB0001.Superseded values are not recommended for survey control.
 GB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0001.See file dsdata.txt to determine how the superseded data were derived.
 GB0001
 GB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF242432(NAD 83)
 GB0001_MARKER: DB = BENCH MARK DISK
 GB0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0001_STAMPING: W 197 1950
 GB0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0001+STABILITY: SURFACE MOTION
 GB0001
 GB0001  HISTORY     - Date     Condition        Report By
 GB0001  HISTORY     - 1950     MONUMENTED       CGS
 GB0001  HISTORY     - 1968     GOOD             NGS
 GB0001
 GB0001                          STATION DESCRIPTION
 GB0001
 GB0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0001'1.2 MI NE FROM ONEIDA.
 GB0001'ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0001'STATION AT ONEIDA, 0.25 MILE SOUTHWEST OF MILEPOST 208, 69
 GB0001'FEET NORTH OF THE CENTER OF A CROSSING OF THE NORTHWEST TRACK
 GB0001'AND A ROAD, 33 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GB0001'NORTHWEST TRACK, 14 FEET SOUTHEAST OF THE CENTERLINE OF A
 GB0001'PAVED ROAD WHICH PARALLELS THE TRACKS, 11 FEET SOUTHWEST OF A
 GB0001'16-INCH GUM TREE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 GB0001'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GB0001'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1096 ***********************************************************************
 FC1096  DESIGNATION -  W 2
 FC1096  PID         -  FC1096
 FC1096  STATE/COUNTY-  TN/HAMILTON
 FC1096  USGS QUAD   -  DAISY (1976)
 FC1096
 FC1096                         *CURRENT SURVEY CONTROL
 FC1096  ___________________________________________________________________
 FC1096* NAD 83(1986)-  35 12 35.     (N)    085 12 59.     (W)     SCALED    
 FC1096* NAVD 88     -       206.629  (meters)     677.92   (feet)  ADJUSTED  
 FC1096  ___________________________________________________________________
 FC1096  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1096  DYNAMIC HT  -         206.425 (meters)     677.25  (feet)  COMP
 FC1096  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 FC1096
 FC1096  VERT ORDER  -  FIRST     CLASS II
 FC1096
 FC1096.The horizontal coordinates were scaled from a topographic map and have
 FC1096.an estimated accuracy of +/- 6 seconds.
 FC1096
 FC1096.The orthometric height was determined by differential leveling
 FC1096.and adjusted by the National Geodetic Survey in June 1991..
 FC1096
 FC1096.The geoid height was determined by GEOID03.
 FC1096
 FC1096.The dynamic height is computed by dividing the NAVD 88
 FC1096.geopotential number by the normal gravity value computed on the
 FC1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1096.degrees latitude (g = 980.6199 gals.).
 FC1096
 FC1096.The modeled gravity was interpolated from observed gravity values.
 FC1096
 FC1096;                    North         East    Units  Estimated Accuracy
 FC1096;SPC TN       -    97,520.      671,350.      MT  (+/- 180 meters Scaled)
 FC1096
 FC1096                          SUPERSEDED SURVEY CONTROL
 FC1096
 FC1096  NGVD 29 (??/??/92)  206.676  (m)          678.07   (f) ADJ UNCH    1 2
 FC1096
 FC1096.Superseded values are not recommended for survey control.
 FC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1096.See file dsdata.txt to determine how the superseded data were derived.
 FC1096
 FC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD623977(NAD 83)
 FC1096_MARKER: Q = CHISELED SQUARE
 FC1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1096_SP_SET: CULVERT
 FC1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1096
 FC1096  HISTORY     - Date     Condition        Report By
 FC1096  HISTORY     - UNK      MONUMENTED       CGS
 FC1096  HISTORY     - 1950     GOOD             NGS
 FC1096  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1096
 FC1096                          STATION DESCRIPTION
 FC1096
 FC1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1096'2.4 MI SW FROM DAISY.
 FC1096'ABOUT 2.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1096'STATION AT DAISY, ABOUT 0.15 MILE SOUTHWEST OF A BLACK TOP ROAD
 FC1096'CROSSING, THE BOTTOM OF A SQUARE HOLE CHISELED IN THE FIRST
 FC1096'STEP DOWN FROM THE TOP OF THE WEST WINGWALL OF A 4 BY 6-FOOT STONE
 FC1096'ARCH CULVERT, 12 FEET NORTHWEST OF THE NORTHWEST RAIL, 10 INCHES
 FC1096'SOUTHWEST OF THE NORTHEAST FACE OF THE WING WALL STEP, 6 INCHES
 FC1096'SOUTHEAST OF THE NORTHWEST END OF THE WING WALL STEP AND ABOUT
 FC1096'5 1/2 FEET BELOW THE TRACK.
 FC1096
 FC1096                          STATION RECOVERY (1972)
 FC1096
 FC1096'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0135 ***********************************************************************
 FE0135  DESIGNATION -  W 20
 FE0135  PID         -  FE0135
 FE0135  STATE/COUNTY-  TN/DECATUR
 FE0135  USGS QUAD   -  JEANNETTE (1986)
 FE0135
 FE0135                         *CURRENT SURVEY CONTROL
 FE0135  ___________________________________________________________________
 FE0135* NAD 83(1986)-  35 38 42.     (N)    088 06 59.     (W)     SCALED    
 FE0135* NAVD 88     -       141.593  (meters)     464.54   (feet)  ADJUSTED  
 FE0135  ___________________________________________________________________
 FE0135  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0135  DYNAMIC HT  -         141.468 (meters)     464.13  (feet)  COMP
 FE0135  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 FE0135
 FE0135  VERT ORDER  -  FIRST     CLASS II
 FE0135
 FE0135.The horizontal coordinates were scaled from a topographic map and have
 FE0135.an estimated accuracy of +/- 6 seconds.
 FE0135
 FE0135.The orthometric height was determined by differential leveling
 FE0135.and adjusted by the National Geodetic Survey in June 1991..
 FE0135
 FE0135.The geoid height was determined by GEOID03.
 FE0135
 FE0135.The dynamic height is computed by dividing the NAVD 88
 FE0135.geopotential number by the normal gravity value computed on the
 FE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0135.degrees latitude (g = 980.6199 gals.).
 FE0135
 FE0135.The modeled gravity was interpolated from observed gravity values.
 FE0135
 FE0135;                    North         East    Units  Estimated Accuracy
 FE0135;SPC TN       -   147,600.      408,350.      MT  (+/- 180 meters Scaled)
 FE0135
 FE0135                          SUPERSEDED SURVEY CONTROL
 FE0135
 FE0135  NGVD 29 (??/??/??)  141.605  (m)          464.58   (f) ADJUSTED    1 2
 FE0135
 FE0135.Superseded values are not recommended for survey control.
 FE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0135.See file dsdata.txt to determine how the superseded data were derived.
 FE0135
 FE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE989451(NAD 83)
 FE0135_MARKER: DB = BENCH MARK DISK
 FE0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0135_STAMPING: 464.658 W 20 1934
 FE0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0135+STABILITY: SURFACE MOTION
 FE0135
 FE0135  HISTORY     - Date     Condition        Report By
 FE0135  HISTORY     - 1934     MONUMENTED       CGS
 FE0135  HISTORY     - 1947     GOOD             CGS
 FE0135  HISTORY     - 1971     MARK NOT FOUND   TVA
 FE0135
 FE0135                          STATION DESCRIPTION
 FE0135
 FE0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0135'0.7 MI SE FROM PARSONS.
 FE0135'0.7 MILE SOUTHEAST ALONG THE OLD PERRYVILLE ROAD FROM THE COLWICK
 FE0135'HOTEL AT PARSONS, DECATUR COUNTY, 0.3 MILE SOUTHEAST ALONG THE
 FE0135'ABANDONED NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE
 FE0135'OLD TENNESSEE VALLEY AUTHORITY MAINTENANCE DEPOT ON STATE
 FE0135'HIGHWAY 20 AND 100, 115 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FE0135'OLD PERRYVILLE ROAD, 34 FEET SOUTHWEST OF THE CENTERLINE OF A
 FE0135'CINDER ROAD FOLLOWING THE OLD RAILROAD GRADE, AND ABOUT 1 FOOT
 FE0135'HIGHER THAN THE CINDER ROAD.  A STANDARD DISK, STAMPED 464.658 W
 FE0135'20 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE0135'INCHES ABOVE GROUND.
 FE0135
 FE0135                          STATION RECOVERY (1971)
 FE0135
 FE0135'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0659 ***********************************************************************
 GB0659  DESIGNATION -  W 201
 GB0659  PID         -  GB0659
 GB0659  STATE/COUNTY-  TN/CAMPBELL
 GB0659  USGS QUAD   -  IVYDELL (1973)
 GB0659
 GB0659                         *CURRENT SURVEY CONTROL
 GB0659  ___________________________________________________________________
 GB0659* NAD 83(1986)-  36 29 42.     (N)    084 14 00.     (W)     SCALED    
 GB0659* NAVD 88     -       338.670  (meters)    1111.12   (feet)  ADJUSTED  
 GB0659  ___________________________________________________________________
 GB0659  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB0659  DYNAMIC HT  -         338.371 (meters)    1110.14  (feet)  COMP
 GB0659  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 GB0659
 GB0659  VERT ORDER  -  SECOND    CLASS 0
 GB0659
 GB0659.The horizontal coordinates were scaled from a topographic map and have
 GB0659.an estimated accuracy of +/- 6 seconds.
 GB0659
 GB0659.The orthometric height was determined by differential leveling
 GB0659.and adjusted by the National Geodetic Survey in June 1991..
 GB0659
 GB0659.The geoid height was determined by GEOID03.
 GB0659
 GB0659.The dynamic height is computed by dividing the NAVD 88
 GB0659.geopotential number by the normal gravity value computed on the
 GB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0659.degrees latitude (g = 980.6199 gals.).
 GB0659
 GB0659.The modeled gravity was interpolated from observed gravity values.
 GB0659
 GB0659;                    North         East    Units  Estimated Accuracy
 GB0659;SPC TN       -   241,270.      758,280.      MT  (+/- 180 meters Scaled)
 GB0659
 GB0659                          SUPERSEDED SURVEY CONTROL
 GB0659
 GB0659  NGVD 29 (??/??/92)  338.792  (m)         1111.52   (f) ADJ UNCH    2 0
 GB0659
 GB0659.Superseded values are not recommended for survey control.
 GB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0659.See file dsdata.txt to determine how the superseded data were derived.
 GB0659
 GB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF478424(NAD 83)
 GB0659_MARKER: DB = BENCH MARK DISK
 GB0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0659_SP_SET: ABUTMENT
 GB0659_STAMPING: W 201 1951 1111.520
 GB0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0659
 GB0659  HISTORY     - Date     Condition        Report By
 GB0659  HISTORY     - 1951     MONUMENTED       CGS
 GB0659  HISTORY     - 1957     GOOD             NGS
 GB0659
 GB0659                          STATION DESCRIPTION
 GB0659
 GB0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0659'1.1 MI NE FROM ELK VALLEY.
 GB0659'ABOUT 1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0659'STATION AT ELK VALLEY, ABOUT 0.15 MILE NORTH OF MILE POST 56,
 GB0659'SET IN THE TOP OF THE SOUTH EDGE OF THE WEST END OF THE SOUTH
 GB0659'STONE ABUTMENT OF A RAILROAD BRIDGE OVER ELK CREEK, 4 FEET WEST
 GB0659'OF THE WEST RAIL, 4 FEET EAST OF THE WEST END OF THE ABUTMENT
 GB0659'AND ABOUT 6 1/2 FEET BELOW THE TRACK.
 GB0659
 GB0659                          STATION RECOVERY (1957)
 GB0659
 GB0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0162 ***********************************************************************
 GB0162  DESIGNATION -  W 202
 GB0162  PID         -  GB0162
 GB0162  STATE/COUNTY-  TN/SCOTT
 GB0162  USGS QUAD   -  KETCHEN (1982)
 GB0162
 GB0162                         *CURRENT SURVEY CONTROL
 GB0162  ___________________________________________________________________
 GB0162* NAD 83(1986)-  36 33 19.     (N)    084 17 08.     (W)     SCALED    
 GB0162* NAVD 88     -       377.885  (meters)    1239.78   (feet)  ADJUSTED  
 GB0162  ___________________________________________________________________
 GB0162  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB0162  DYNAMIC HT  -         377.562 (meters)    1238.72  (feet)  COMP
 GB0162  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GB0162
 GB0162  VERT ORDER  -  SECOND    CLASS 0
 GB0162
 GB0162.The horizontal coordinates were scaled from a topographic map and have
 GB0162.an estimated accuracy of +/- 6 seconds.
 GB0162
 GB0162.The orthometric height was determined by differential leveling
 GB0162.and adjusted by the National Geodetic Survey in June 1991..
 GB0162
 GB0162.The geoid height was determined by GEOID03.
 GB0162
 GB0162.The dynamic height is computed by dividing the NAVD 88
 GB0162.geopotential number by the normal gravity value computed on the
 GB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0162.degrees latitude (g = 980.6199 gals.).
 GB0162
 GB0162.The modeled gravity was interpolated from observed gravity values.
 GB0162
 GB0162;                    North         East    Units  Estimated Accuracy
 GB0162;SPC TN       -   247,880.      753,490.      MT  (+/- 180 meters Scaled)
 GB0162
 GB0162                          SUPERSEDED SURVEY CONTROL
 GB0162
 GB0162  NGVD 29 (??/??/92)  378.018  (m)         1240.21   (f) ADJ UNCH    2 0
 GB0162
 GB0162.Superseded values are not recommended for survey control.
 GB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0162.See file dsdata.txt to determine how the superseded data were derived.
 GB0162
 GB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF429489(NAD 83)
 GB0162_MARKER: DB = BENCH MARK DISK
 GB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0162_STAMPING: W 202 1951 1240.214
 GB0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0162+STABILITY: SURFACE MOTION
 GB0162
 GB0162  HISTORY     - Date     Condition        Report By
 GB0162  HISTORY     - 1951     MONUMENTED       CGS
 GB0162  HISTORY     - 1957     GOOD             NGS
 GB0162
 GB0162                          STATION DESCRIPTION
 GB0162
 GB0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0162'4.3 MI SE FROM KETCHEN.
 GB0162'ABOUT 4.3 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD LEADING
 GB0162'TO ELK VALLEY FROM THE CHURCH AND SCHOOL AT KETCHEN, ABOUT 0.4
 GB0162'MILE SOUTH OF THE JUNCTION OF A ROAD NORTH TO A SCHOOL, ABOUT
 GB0162'0.1 MILE NORTHEAST OF A SIDE ROAD WEST, AT THE TOP OF A GRADE
 GB0162'AND SET ALONG THE NORTH SIDE OF THE LAWSON FAMILY BURIAL PLOT, 18
 GB0162'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET WEST OF
 GB0162'THE CENTER OF A GATE TO CEMETERY, 1 FOOT NORTH OF A FENCE LINE,
 GB0162'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 GB0162'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GB0162'INCHES.
 GB0162
 GB0162                          STATION RECOVERY (1957)
 GB0162
 GB0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0954 ***********************************************************************
 GB0954  DESIGNATION -  W 203
 GB0954  PID         -  GB0954
 GB0954  STATE/COUNTY-  TN/FENTRESS
 GB0954  USGS QUAD   -  JAMESTOWN (1979)
 GB0954
 GB0954                         *CURRENT SURVEY CONTROL
 GB0954  ___________________________________________________________________
 GB0954* NAD 83(1986)-  36 27 48.     (N)    084 54 15.     (W)     SCALED    
 GB0954* NAVD 88     -       536.257  (meters)    1759.37   (feet)  ADJUSTED  
 GB0954  ___________________________________________________________________
 GB0954  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB0954  DYNAMIC HT  -         535.790 (meters)    1757.84  (feet)  COMP
 GB0954  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GB0954
 GB0954  VERT ORDER  -  SECOND    CLASS 0
 GB0954
 GB0954.The horizontal coordinates were scaled from a topographic map and have
 GB0954.an estimated accuracy of +/- 6 seconds.
 GB0954
 GB0954.The orthometric height was determined by differential leveling
 GB0954.and adjusted by the National Geodetic Survey in June 1991..
 GB0954
 GB0954.The geoid height was determined by GEOID03.
 GB0954
 GB0954.The dynamic height is computed by dividing the NAVD 88
 GB0954.geopotential number by the normal gravity value computed on the
 GB0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0954.degrees latitude (g = 980.6199 gals.).
 GB0954
 GB0954.The modeled gravity was interpolated from observed gravity values.
 GB0954
 GB0954;                    North         East    Units  Estimated Accuracy
 GB0954;SPC TN       -   236,880.      698,220.      MT  (+/- 180 meters Scaled)
 GB0954
 GB0954                          SUPERSEDED SURVEY CONTROL
 GB0954
 GB0954  NGVD 29 (??/??/92)  536.369  (m)         1759.74   (f) ADJ UNCH    2 0
 GB0954
 GB0954.Superseded values are not recommended for survey control.
 GB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0954.See file dsdata.txt to determine how the superseded data were derived.
 GB0954
 GB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF877373(NAD 83)
 GB0954_MARKER: DB = BENCH MARK DISK
 GB0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0954_STAMPING: W 203 1951 1759.737
 GB0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0954+STABILITY: SURFACE MOTION
 GB0954
 GB0954  HISTORY     - Date     Condition        Report By
 GB0954  HISTORY     - 1951     MONUMENTED       CGS
 GB0954  HISTORY     - 1958     GOOD             NGS
 GB0954
 GB0954                          STATION DESCRIPTION
 GB0954
 GB0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0954'1.8 MI SW FROM EAST JAMESTOWN.
 GB0954'1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GB0954'EAST JAMESTOWN, ABOUT 0.1 MILE SOUTH OF A CURVE WITH TANGENTS
 GB0954'EXTENDING SOUTH AND NORTHEAST, 27 FEET EAST OF CENTER LINE OF
 GB0954'ROAD, 52 FEET EAST AND ACROSS ROAD FROM EAST RAIL OF ONEIDA
 GB0954'WESTERN RAILROAD, 28 FEET NORTH OF A TRIANGULAR BLAZED 9-INCH
 GB0954'OAK TREE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GB0954'ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB0954'POST PROJECTING 4 INCHES.  NOTE-- THE RAILROAD TRACKS HAVE
 GB0954'BEEN REMOVED.
 GB0954
 GB0954                          STATION RECOVERY (1958)
 GB0954
 GB0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0198 ***********************************************************************
 FE0198  DESIGNATION -  W 21
 FE0198  PID         -  FE0198
 FE0198  STATE/COUNTY-  TN/MCNAIRY
 FE0198  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0198
 FE0198                         *CURRENT SURVEY CONTROL
 FE0198  ___________________________________________________________________
 FE0198* NAD 83(1986)-  35 22 22.     (N)    088 21 59.     (W)     SCALED    
 FE0198* NAVD 88     -       127.465  (meters)     418.19   (feet)  ADJUSTED  
 FE0198  ___________________________________________________________________
 FE0198  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0198  DYNAMIC HT  -         127.351 (meters)     417.82  (feet)  COMP
 FE0198  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FE0198
 FE0198  VERT ORDER  -  SECOND    CLASS 0
 FE0198
 FE0198.The horizontal coordinates were scaled from a topographic map and have
 FE0198.an estimated accuracy of +/- 6 seconds.
 FE0198
 FE0198.The orthometric height was determined by differential leveling
 FE0198.and adjusted by the National Geodetic Survey in June 1991..
 FE0198
 FE0198.The geoid height was determined by GEOID03.
 FE0198
 FE0198.The dynamic height is computed by dividing the NAVD 88
 FE0198.geopotential number by the normal gravity value computed on the
 FE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0198.degrees latitude (g = 980.6199 gals.).
 FE0198
 FE0198.The modeled gravity was interpolated from observed gravity values.
 FE0198
 FE0198;                    North         East    Units  Estimated Accuracy
 FE0198;SPC TN       -   117,930.      384,990.      MT  (+/- 180 meters Scaled)
 FE0198
 FE0198                          SUPERSEDED SURVEY CONTROL
 FE0198
 FE0198  NGVD 29 (??/??/??)  127.474  (m)          418.22   (f) ADJUSTED    2 0
 FE0198
 FE0198.Superseded values are not recommended for survey control.
 FE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0198.See file dsdata.txt to determine how the superseded data were derived.
 FE0198
 FE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE758152(NAD 83)
 FE0198_MARKER: DB = BENCH MARK DISK
 FE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0198_STAMPING: 418.323 W 21 1934
 FE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0198+STABILITY: SURFACE MOTION
 FE0198
 FE0198  HISTORY     - Date     Condition        Report By
 FE0198  HISTORY     - 1934     MONUMENTED       CGS
 FE0198  HISTORY     - 1949     GOOD             CGS
 FE0198  HISTORY     - 1973     GOOD             TVA
 FE0198
 FE0198                          STATION DESCRIPTION
 FE0198
 FE0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0198'AT MILLEDGEVILLE.
 FE0198'AT MILLEDGEVILLE, MCNAIRY  COUNTY, ON STATE HIGHWAY 69, 250
 FE0198'FEET EAST OF THE JUNCTION OF STATE HIGHWAY 22, 25 FEET SOUTH OF
 FE0198'THE CENTERLINE OF THE HIGHWAY, 35 FEET WEST OF A POWER POLE, AND
 FE0198'IN THE LAWN OF A ONE-STORY FRAMEHOUSE.  A STANDARD DISK, STAMPED
 FE0198'418.323 W 21 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FE0198'WITH THE GROUND.  NOTE-- THE MARK WILL SOON BE COVERED BY A
 FE0198'MAT OF GRASS ON THE LAWN.  NO POST SET.  MARKER IS LOCATED
 FE0198'300 FT E OF SPENCERS STORE ON OLD HWY 22, AND PLUS OR MINUS 200
 FE0198'FT W OF NEW HWY 22 IN YARD OF BRICK DWELLING.
 FE0198
 FE0198                          STATION RECOVERY (1973)
 FE0198
 FE0198'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1307 ***********************************************************************
 FE1307  DESIGNATION -  W 212 RESET
 FE1307  PID         -  FE1307
 FE1307  STATE/COUNTY-  TN/FAYETTE
 FE1307  USGS QUAD   -  GALLAWAY (1981)
 FE1307
 FE1307                         *CURRENT SURVEY CONTROL
 FE1307  ___________________________________________________________________
 FE1307* NAD 83(1986)-  35 20 01.     (N)    089 32 57.     (W)     SCALED    
 FE1307* NAVD 88     -        95.78   (+/-2cm)     314.2    (feet)  VERTCON   
 FE1307  ___________________________________________________________________
 FE1307  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1307
 FE1307  VERT ORDER  -  THIRD (See Below)
 FE1307
 FE1307.The horizontal coordinates were scaled from a topographic map and have
 FE1307.an estimated accuracy of +/- 6 seconds.
 FE1307
 FE1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1307.The vertical order pertains to the NGVD 29 superseded value.
 FE1307
 FE1307.The geoid height was determined by GEOID03.
 FE1307
 FE1307;                    North         East    Units  Estimated Accuracy
 FE1307;SPC TN       -   116,830.      277,400.      MT  (+/- 180 meters Scaled)
 FE1307
 FE1307                          SUPERSEDED SURVEY CONTROL
 FE1307
 FE1307  NGVD 29 (??/??/??)   95.76   (m)          314.2    (f) RESET       3  
 FE1307
 FE1307.Superseded values are not recommended for survey control.
 FE1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1307.See file dsdata.txt to determine how the superseded data were derived.
 FE1307
 FE1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE683130(NAD 83)
 FE1307_MARKER: DB = BENCH MARK DISK
 FE1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1307_STAMPING: W 212 1958 RESET 1962
 FE1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1307+STABILITY: SURFACE MOTION
 FE1307
 FE1307  HISTORY     - Date     Condition        Report By
 FE1307  HISTORY     - 1962     MONUMENTED       CGS
 FE1307
 FE1307                          STATION DESCRIPTION
 FE1307
 FE1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE1307'6.6 MI NE FROM GALLAWAY.
 FE1307'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L AND N RR CROSSING
 FE1307'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1307'FOLLOW A DIRT ROAD LEADING SOUTH FOR 1.9 MILES, THENCE 0.95 MILE
 FE1307'ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A PAVED ROAD,
 FE1307'THENCE 1.1 MILES NORTH ALONG A PAVED ROAD, ABOUT 300 FEET
 FE1307'SOUTH OF THE CENTERLINE OF INTERSTATE 40, 200 FEET SOUTH OF THE
 FE1307'SOUTH END OF THE UNDERPASS, 50 FEET EAST OF THE APPROXIMATE
 FE1307'CENTER OF THE COUNTY ROAD, 1.5 FEET WEST OF A METAL WITNESS POST
 FE1307'AND SIGN, AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE1307'THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0810 ***********************************************************************
 FE0810  DESIGNATION -  W 213
 FE0810  PID         -  FE0810
 FE0810  STATE/COUNTY-  TN/HAYWOOD
 FE0810  USGS QUAD   -  BROWNSVILLE (1983)
 FE0810
 FE0810                         *CURRENT SURVEY CONTROL
 FE0810  ___________________________________________________________________
 FE0810* NAD 83(1986)-  35 30 29.     (N)    089 15 38.     (W)     SCALED    
 FE0810* NAVD 88     -        92.324  (meters)     302.90   (feet)  ADJUSTED  
 FE0810  ___________________________________________________________________
 FE0810  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0810  DYNAMIC HT  -          92.243 (meters)     302.63  (feet)  COMP
 FE0810  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE0810
 FE0810  VERT ORDER  -  SECOND    CLASS 0
 FE0810
 FE0810.The horizontal coordinates were scaled from a topographic map and have
 FE0810.an estimated accuracy of +/- 6 seconds.
 FE0810
 FE0810.The orthometric height was determined by differential leveling
 FE0810.and adjusted by the National Geodetic Survey in June 1991..
 FE0810
 FE0810.The geoid height was determined by GEOID03.
 FE0810
 FE0810.The dynamic height is computed by dividing the NAVD 88
 FE0810.geopotential number by the normal gravity value computed on the
 FE0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0810.degrees latitude (g = 980.6199 gals.).
 FE0810
 FE0810.The modeled gravity was interpolated from observed gravity values.
 FE0810
 FE0810;                    North         East    Units  Estimated Accuracy
 FE0810;SPC TN       -   135,260.      304,270.      MT  (+/- 180 meters Scaled)
 FE0810
 FE0810                          SUPERSEDED SURVEY CONTROL
 FE0810
 FE0810  NGVD 29 (??/??/??)   92.331  (m)          302.92   (f) ADJUSTED    2 0
 FE0810
 FE0810.Superseded values are not recommended for survey control.
 FE0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0810.See file dsdata.txt to determine how the superseded data were derived.
 FE0810
 FE0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE949317(NAD 83)
 FE0810_MARKER: DB = BENCH MARK DISK
 FE0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0810_SP_SET: BRIDGE
 FE0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0810+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0810
 FE0810  HISTORY     - Date     Condition        Report By
 FE0810  HISTORY     - 1959     MONUMENTED       CGS
 FE0810  HISTORY     - 1959     GOOD             CGS
 FE0810  HISTORY     - 1988     GOOD             USPSQD
 FE0810  HISTORY     - 20020905 GOOD             USACE
 FE0810
 FE0810                          STATION DESCRIPTION
 FE0810
 FE0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0810'6.3 MI S FROM BROWNSVILLE.
 FE0810'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0810'HAYWOOD COUNTY, THENCE 5.7 MILES SOUTH-SOUTHWEST ON HIGHWAY 76,
 FE0810'15.7 FEET WEST OF THE CENTERLINE OF HIGHWAY 76, A COAST AND
 FE0810'GEODETIC SURVEY DISK SET IN THE WEST WINGWALL, AT THE SOUTH
 FE0810'END OF BRIDGE NO. 38-76-8.11.
 FE0810
 FE0810                          STATION RECOVERY (1988)
 FE0810
 FE0810'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 FE0810'RECOVERED IN GOOD CONDITION.
 FE0810
 FE0810                          STATION RECOVERY (2002)
 FE0810
 FE0810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1436 ***********************************************************************
 FE1436  DESIGNATION -  W 214
 FE1436  PID         -  FE1436
 FE1436  STATE/COUNTY-  TN/SHELBY
 FE1436  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1436
 FE1436                         *CURRENT SURVEY CONTROL
 FE1436  ___________________________________________________________________
 FE1436* NAD 83(1986)-  35 11 51.     (N)    089 59 09.     (W)     SCALED    
 FE1436* NAVD 88     -        71.223  (meters)     233.67   (feet)  ADJUSTED  
 FE1436  ___________________________________________________________________
 FE1436  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1436  DYNAMIC HT  -          71.159 (meters)     233.46  (feet)  COMP
 FE1436  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FE1436
 FE1436  VERT ORDER  -  SECOND    CLASS 0
 FE1436
 FE1436.The horizontal coordinates were scaled from a topographic map and have
 FE1436.an estimated accuracy of +/- 6 seconds.
 FE1436
 FE1436.The orthometric height was determined by differential leveling
 FE1436.and adjusted by the National Geodetic Survey in June 1991..
 FE1436
 FE1436.The geoid height was determined by GEOID03.
 FE1436
 FE1436.The dynamic height is computed by dividing the NAVD 88
 FE1436.geopotential number by the normal gravity value computed on the
 FE1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1436.degrees latitude (g = 980.6199 gals.).
 FE1436
 FE1436.The modeled gravity was interpolated from observed gravity values.
 FE1436
 FE1436;                    North         East    Units  Estimated Accuracy
 FE1436;SPC TN       -   103,270.      237,110.      MT  (+/- 180 meters Scaled)
 FE1436
 FE1436                          SUPERSEDED SURVEY CONTROL
 FE1436
 FE1436  NGVD 29 (??/??/??)   71.200  (m)          233.60   (f) ADJUSTED    2 0
 FE1436
 FE1436.Superseded values are not recommended for survey control.
 FE1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1436.See file dsdata.txt to determine how the superseded data were derived.
 FE1436
 FE1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD281990(NAD 83)
 FE1436_MARKER: DB = BENCH MARK DISK
 FE1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1436_STAMPING: W 214 1959
 FE1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1436+STABILITY: SURFACE MOTION
 FE1436
 FE1436  HISTORY     - Date     Condition        Report By
 FE1436  HISTORY     - 1959     MONUMENTED       CGS
 FE1436  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1436
 FE1436                          STATION DESCRIPTION
 FE1436
 FE1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1436'3.7 MI WSW FROM RALEIGH.
 FE1436'THIS MARK IS LOCATED 0.15 MILE EAST OF THE JUNCTION OF JAMES ROAD AND
 FE1436'OVERTON CROSSING, 85 FT. SOUTH OF THE CENTER OF A DRIVEWAY
 FE1436'ENTRANCE TO THE C.F. SCHMITT RESIDENCE, 19 FT. SOUTH-SOUTHEAST
 FE1436'OF THE CENTER OF JAMES ROAD, 1 FT. NORTH-NORTHWEST OF POWER
 FE1436'LINE POLE 61-272, 1.6 FT. EAST-SOUTHEAST OF A WITNESS SIGN, A
 FE1436'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FE1436'ABOVE LEVEL WITH THE ROAD.  THIS MARK IS ABOUT 1.0 MILE EAST OF
 FE1436'STATION DUPONT.
 FE1436
 FE1436                          STATION RECOVERY (2002)
 FE1436
 FE1436'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1436'SUSPECTED DESTROYED DUE TO ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0632 ***********************************************************************
 FE0632  DESIGNATION -  W 215
 FE0632  PID         -  FE0632
 FE0632  STATE/COUNTY-  TN/MADISON
 FE0632  USGS QUAD   -  CLAYBROOK (1980)
 FE0632
 FE0632                         *CURRENT SURVEY CONTROL
 FE0632  ___________________________________________________________________
 FE0632* NAD 83(1986)-  35 40 43.     (N)    088 43 38.     (W)     SCALED    
 FE0632* NAVD 88     -       166.384  (meters)     545.88   (feet)  ADJUSTED  
 FE0632  ___________________________________________________________________
 FE0632  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0632  DYNAMIC HT  -         166.236 (meters)     545.39  (feet)  COMP
 FE0632  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0632
 FE0632  VERT ORDER  -  SECOND    CLASS 0
 FE0632
 FE0632.The horizontal coordinates were scaled from a topographic map and have
 FE0632.an estimated accuracy of +/- 6 seconds.
 FE0632
 FE0632.The orthometric height was determined by differential leveling
 FE0632.and adjusted by the National Geodetic Survey in June 1991..
 FE0632
 FE0632.The geoid height was determined by GEOID03.
 FE0632
 FE0632.The dynamic height is computed by dividing the NAVD 88
 FE0632.geopotential number by the normal gravity value computed on the
 FE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0632.degrees latitude (g = 980.6199 gals.).
 FE0632
 FE0632.The modeled gravity was interpolated from observed gravity values.
 FE0632
 FE0632;                    North         East    Units  Estimated Accuracy
 FE0632;SPC TN       -   152,700.      353,150.      MT  (+/- 180 meters Scaled)
 FE0632
 FE0632                          SUPERSEDED SURVEY CONTROL
 FE0632
 FE0632  NGVD 29 (??/??/??)  166.418  (m)          545.99   (f) ADJUSTED    2 0
 FE0632
 FE0632.Superseded values are not recommended for survey control.
 FE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0632.See file dsdata.txt to determine how the superseded data were derived.
 FE0632
 FE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE436496(NAD 83)
 FE0632_MARKER: DB = BENCH MARK DISK
 FE0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0632+STABILITY: SURFACE MOTION
 FE0632
 FE0632  HISTORY     - Date     Condition        Report By
 FE0632  HISTORY     - UNK      MONUMENTED       CGS
 FE0632  HISTORY     - 1959     GOOD             CGS
 FE0632  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0632
 FE0632                          STATION DESCRIPTION
 FE0632
 FE0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0632'14.2 MI NE FROM JACKSON.
 FE0632'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0632'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTH EAST ON
 FE0632'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S.
 FE0632'HIGHWAY 70, THENCE 1.1 MILE EAST-NORTHEAST ON STATE HIGHWAY 20,
 FE0632'32 FT. SOUTH OF THE CENTER LINE OF STATE HIGHWAY 20, 26 FT. EAST
 FE0632'OF THE CENTER OF A TRACK ROAD, 3.3 FT. NORTH OF A FENCE, 1.4 FT.
 FE0632'SOUTH OF POWER LINE POLE NO. 14, 2 FT. EAST OF A WITNESS SIGN,
 FE0632'A C AND GS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0632'4 INCHES, ABOUT LEVEL WITH THE ROAD.
 FE0632
 FE0632                          STATION RECOVERY (2002)
 FE0632
 FE0632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0632'SUSPECTED DESTROYED. FOUND REMNANT OF CONCRETE MONUMENT AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0017 ***********************************************************************
 FE0017  DESIGNATION -  W 216
 FE0017  PID         -  FE0017
 FE0017  STATE/COUNTY-  TN/HENDERSON
 FE0017  USGS QUAD   -  HOLLADAY (1987)
 FE0017
 FE0017                         *CURRENT SURVEY CONTROL
 FE0017  ___________________________________________________________________
 FE0017* NAD 83(1986)-  35 48 59.     (N)    088 13 23.     (W)     SCALED    
 FE0017* NAVD 88     -       165.018  (meters)     541.40   (feet)  ADJUSTED  
 FE0017  ___________________________________________________________________
 FE0017  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0017  DYNAMIC HT  -         164.873 (meters)     540.92  (feet)  COMP
 FE0017  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 FE0017
 FE0017  VERT ORDER  -  SECOND    CLASS 0
 FE0017
 FE0017.The horizontal coordinates were scaled from a topographic map and have
 FE0017.an estimated accuracy of +/- 6 seconds.
 FE0017
 FE0017.The orthometric height was determined by differential leveling
 FE0017.and adjusted by the National Geodetic Survey in June 1991..
 FE0017
 FE0017.The geoid height was determined by GEOID03.
 FE0017
 FE0017.The dynamic height is computed by dividing the NAVD 88
 FE0017.geopotential number by the normal gravity value computed on the
 FE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0017.degrees latitude (g = 980.6199 gals.).
 FE0017
 FE0017.The modeled gravity was interpolated from observed gravity values.
 FE0017
 FE0017;                    North         East    Units  Estimated Accuracy
 FE0017;SPC TN       -   166,830.      399,130.      MT  (+/- 180 meters Scaled)
 FE0017
 FE0017                          SUPERSEDED SURVEY CONTROL
 FE0017
 FE0017  NGVD 29 (??/??/??)  165.038  (m)          541.46   (f) ADJUSTED    2 0
 FE0017
 FE0017.Superseded values are not recommended for survey control.
 FE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0017.See file dsdata.txt to determine how the superseded data were derived.
 FE0017
 FE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE895642(NAD 83)
 FE0017_MARKER: DB = BENCH MARK DISK
 FE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0017_STAMPING: W 216 1959
 FE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0017+STABILITY: SURFACE MOTION
 FE0017
 FE0017  HISTORY     - Date     Condition        Report By
 FE0017  HISTORY     - 1959     MONUMENTED       CGS
 FE0017
 FE0017                          STATION DESCRIPTION
 FE0017
 FE0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0017'16 MI SE FROM YUMA.
 FE0017'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0017'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0017'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A T
 FE0017'JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0017'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0017'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILES
 FE0017'NORTH-NORTHEAST ALONG GRAVELED ROAD TO ROBERTSON TRAIL, THENCE
 FE0017'1.9 MILE ALONG ROBERTSON TRAIL EAST AND SOUTH, THENCE 0.4 MILE
 FE0017'NORTHEAST ALONG SHILOH TRAIL, ABOUT 150 FEET NORTH-NORTHEAST
 FE0017'OF THE CENTER-LINE OF PROPOSED INTERSTATE HIGHWAY 40, 22 FEET
 FE0017'WEST OF THE CENTERLINE OF SHILOH TRAIL, 2.6 FEET NORTH OF A
 FE0017'WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 FE0017'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1122 ***********************************************************************
 FD1122  DESIGNATION -  W 217
 FD1122  PID         -  FD1122
 FD1122  STATE/COUNTY-  TN/HUMPHREYS
 FD1122  USGS QUAD   -  LOBELVILLE (1968)
 FD1122
 FD1122                         *CURRENT SURVEY CONTROL
 FD1122  ___________________________________________________________________
 FD1122* NAD 83(1986)-  35 52 09.     (N)    087 51 39.     (W)     SCALED    
 FD1122* NAVD 88     -       154.823  (meters)     507.95   (feet)  ADJUSTED  
 FD1122  ___________________________________________________________________
 FD1122  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD1122  DYNAMIC HT  -         154.690 (meters)     507.51  (feet)  COMP
 FD1122  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1122
 FD1122  VERT ORDER  -  SECOND    CLASS 0
 FD1122
 FD1122.The horizontal coordinates were scaled from a topographic map and have
 FD1122.an estimated accuracy of +/- 6 seconds.
 FD1122
 FD1122.The orthometric height was determined by differential leveling
 FD1122.and adjusted by the National Geodetic Survey in June 1991..
 FD1122
 FD1122.The geoid height was determined by GEOID03.
 FD1122
 FD1122.The dynamic height is computed by dividing the NAVD 88
 FD1122.geopotential number by the normal gravity value computed on the
 FD1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1122.degrees latitude (g = 980.6199 gals.).
 FD1122
 FD1122.The modeled gravity was interpolated from observed gravity values.
 FD1122
 FD1122;                    North         East    Units  Estimated Accuracy
 FD1122;SPC TN       -   172,000.      431,960.      MT  (+/- 180 meters Scaled)
 FD1122
 FD1122                          SUPERSEDED SURVEY CONTROL
 FD1122
 FD1122  NGVD 29 (??/??/92)  154.857  (m)          508.06   (f) ADJ UNCH    2 0
 FD1122
 FD1122.Superseded values are not recommended for survey control.
 FD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1122.See file dsdata.txt to determine how the superseded data were derived.
 FD1122
 FD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE222697(NAD 83)
 FD1122_MARKER: DB = BENCH MARK DISK
 FD1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1122_STAMPING: W 217 1959
 FD1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1122+STABILITY: SURFACE MOTION
 FD1122
 FD1122  HISTORY     - Date     Condition        Report By
 FD1122  HISTORY     - 1959     MONUMENTED       CGS
 FD1122  HISTORY     - 1967     GOOD             NGS
 FD1122  HISTORY     - 1973     GOOD             TVA
 FD1122
 FD1122                          STATION DESCRIPTION
 FD1122
 FD1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1122'4.7 MI SW FROM BUFFALO.
 FD1122'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1122'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1122'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVELED ROAD
 FD1122'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1122'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER
 FD1122'BUFFALO RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY
 FD1122'AND WEST ON A GRAVELED ROAD FOR 3.2 MILES TO THE MARK ON THE
 FD1122'RIGHT AS DESCRIBED.  IT IS ABOUT 0.25 MILE EAST-NORTHEAST OF
 FD1122'INTERSTATE ROUTE 40, 36 FEET NORTH OF A POWERLINE POLE, 20 FEET
 FD1122'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 16 FEET
 FD1122'WEST OF A GUY POLE, 1.9 FEET NORTH OF A METAL WITNESS POST AND
 FD1122'SIGN, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  IT IS A
 FD1122'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1122'MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FD1122'W 217 1959.  NOTE-- STATION IS 1.05 MI S FROM INT. HWY 13 AND
 FD1122'I-40 ALONG HWY-13 TO GRAVEL ROAD RIGHT, THENCE WEST AND SOUTH
 FD1122'ALONG GRAVEL ROAD 2.05 MI. TO T ROAD S.W. THENCE ALONG T ROAD
 FD1122'S.W. 1.85 MILES TO STATION ON RIGHT ABOUT 20 NORTH OF ROAD.
 FD1122'STATION IS 0.3 MI. EAST FROM INT. GRAVEL ROAD AND I-40 AT
 FD1122'UNDERPASS OF GRAVEL ROAD.
 FD1122
 FD1122                          STATION RECOVERY (1973)
 FD1122
 FD1122'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1187 ***********************************************************************
 FD1187  DESIGNATION -  W 218
 FD1187  PID         -  FD1187
 FD1187  STATE/COUNTY-  TN/DICKSON
 FD1187  USGS QUAD   -  SPOT (1942)
 FD1187
 FD1187                         *CURRENT SURVEY CONTROL
 FD1187  ___________________________________________________________________
 FD1187* NAD 83(1986)-  35 58 50.     (N)    087 30 16.     (W)     SCALED    
 FD1187* NAVD 88     -       177.913  (meters)     583.70   (feet)  ADJUSTED  
 FD1187  ___________________________________________________________________
 FD1187  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD1187  DYNAMIC HT  -         177.758 (meters)     583.19  (feet)  COMP
 FD1187  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 FD1187
 FD1187  VERT ORDER  -  SECOND    CLASS 0
 FD1187
 FD1187.The horizontal coordinates were scaled from a topographic map and have
 FD1187.an estimated accuracy of +/- 6 seconds.
 FD1187
 FD1187.The orthometric height was determined by differential leveling
 FD1187.and adjusted by the National Geodetic Survey in June 1991..
 FD1187
 FD1187.The geoid height was determined by GEOID03.
 FD1187
 FD1187.The dynamic height is computed by dividing the NAVD 88
 FD1187.geopotential number by the normal gravity value computed on the
 FD1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1187.degrees latitude (g = 980.6199 gals.).
 FD1187
 FD1187.The modeled gravity was interpolated from observed gravity values.
 FD1187
 FD1187;                    North         East    Units  Estimated Accuracy
 FD1187;SPC TN       -   183,800.      464,330.      MT  (+/- 180 meters Scaled)
 FD1187
 FD1187                          SUPERSEDED SURVEY CONTROL
 FD1187
 FD1187  NGVD 29 (??/??/92)  177.920  (m)          583.73   (f) ADJ UNCH    2 0
 FD1187
 FD1187.Superseded values are not recommended for survey control.
 FD1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1187.See file dsdata.txt to determine how the superseded data were derived.
 FD1187
 FD1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE545819(NAD 83)
 FD1187_MARKER: DB = BENCH MARK DISK
 FD1187_SETTING: 66 = SET IN ROCK OUTCROP
 FD1187_SP_SET: SET IN ROCK OUTCROP
 FD1187_STAMPING: W 218 1959
 FD1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1187+STABILITY: POSITION/ELEVATION WELL
 FD1187
 FD1187  HISTORY     - Date     Condition        Report By
 FD1187  HISTORY     - 1959     MONUMENTED       CGS
 FD1187
 FD1187                          STATION DESCRIPTION
 FD1187
 FD1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1187'3.5 MI SW FROM OAK GROVE.
 FD1187'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD1187'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTH ON
 FD1187'STATE HIGHWAY 48 FOR 0.9 MILE, THENCE 1.6 MILE WEST ON A
 FD1187'GRAVELED ROAD, THENCE 1 MILE SOUTH ON A GRAVELED ROAD, ABOUT 385
 FD1187'FT. NORTHWEST OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY,
 FD1187'14 FT. NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 15 FT. EAST
 FD1187'OF A 12-INCH MAPLE TREE, 2 FT. NORTH OF A WITNESS SIGN, A DISK
 FD1187'DRILLED IN A ROCK OUTCROP ON THE SIDE OF A STEEP HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1486 ***********************************************************************
 GC1486  DESIGNATION -  W 219
 GC1486  PID         -  GC1486
 GC1486  STATE/COUNTY-  TN/CHEATHAM
 GC1486  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1486
 GC1486                         *CURRENT SURVEY CONTROL
 GC1486  ___________________________________________________________________
 GC1486* NAD 83(1986)-  36 04 46.     (N)    087 06 43.     (W)     SCALED    
 GC1486* NAVD 88     -       164.191  (meters)     538.68   (feet)  ADJUSTED  
 GC1486  ___________________________________________________________________
 GC1486  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1486  DYNAMIC HT  -         164.050 (meters)     538.22  (feet)  COMP
 GC1486  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC1486
 GC1486  VERT ORDER  -  SECOND    CLASS 0
 GC1486
 GC1486.The horizontal coordinates were scaled from a topographic map and have
 GC1486.an estimated accuracy of +/- 6 seconds.
 GC1486
 GC1486.The orthometric height was determined by differential leveling
 GC1486.and adjusted by the National Geodetic Survey in June 1991..
 GC1486
 GC1486.The geoid height was determined by GEOID03.
 GC1486
 GC1486.The dynamic height is computed by dividing the NAVD 88
 GC1486.geopotential number by the normal gravity value computed on the
 GC1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1486.degrees latitude (g = 980.6199 gals.).
 GC1486
 GC1486.The modeled gravity was interpolated from observed gravity values.
 GC1486
 GC1486;                    North         East    Units  Estimated Accuracy
 GC1486;SPC TN       -   194,300.      499,850.      MT  (+/- 180 meters Scaled)
 GC1486
 GC1486                          SUPERSEDED SURVEY CONTROL
 GC1486
 GC1486  NGVD 29 (??/??/92)  164.205  (m)          538.73   (f) ADJ UNCH    2 0
 GC1486
 GC1486.Superseded values are not recommended for survey control.
 GC1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1486.See file dsdata.txt to determine how the superseded data were derived.
 GC1486
 GC1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE899927(NAD 83)
 GC1486_MARKER: DB = BENCH MARK DISK
 GC1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1486_SP_SET: CULVERT
 GC1486_STAMPING: W 219 1959
 GC1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1486
 GC1486  HISTORY     - Date     Condition        Report By
 GC1486  HISTORY     - 1959     MONUMENTED       CGS
 GC1486
 GC1486                          STATION DESCRIPTION
 GC1486
 GC1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1486'2.4 MI S FROM KINGSTON SPRINGS.
 GC1486'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1486'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1486'ROAD, THENCE 0.7 MILES SOUTHWEST ON THE INTERSTATE HIGHWAY TO A
 GC1486'CONCRETE CULVERT, A DISK DRILLED IN THE NORTHEAST END OF THE
 GC1486'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1028 ***********************************************************************
 GC1028  DESIGNATION -  W 220
 GC1028  PID         -  GC1028
 GC1028  STATE/COUNTY-  TN/SUMNER
 GC1028  USGS QUAD   -  ORLINDA (1980)
 GC1028
 GC1028                         *CURRENT SURVEY CONTROL
 GC1028  ___________________________________________________________________
 GC1028* NAD 83(1986)-  36 31 10.     (N)    086 38 21.     (W)     SCALED    
 GC1028* NAVD 88     -       236.277  (meters)     775.19   (feet)  ADJUSTED  
 GC1028  ___________________________________________________________________
 GC1028  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC1028  DYNAMIC HT  -         236.078 (meters)     774.53  (feet)  COMP
 GC1028  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC1028
 GC1028  VERT ORDER  -  SECOND    CLASS 0
 GC1028
 GC1028.The horizontal coordinates were scaled from a topographic map and have
 GC1028.an estimated accuracy of +/- 6 seconds.
 GC1028
 GC1028.The orthometric height was determined by differential leveling
 GC1028.and adjusted by the National Geodetic Survey in June 1991..
 GC1028
 GC1028.The geoid height was determined by GEOID03.
 GC1028
 GC1028.The dynamic height is computed by dividing the NAVD 88
 GC1028.geopotential number by the normal gravity value computed on the
 GC1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1028.degrees latitude (g = 980.6199 gals.).
 GC1028
 GC1028.The modeled gravity was interpolated from observed gravity values.
 GC1028
 GC1028;                    North         East    Units  Estimated Accuracy
 GC1028;SPC TN       -   242,740.      542,750.      MT  (+/- 180 meters Scaled)
 GC1028
 GC1028                          SUPERSEDED SURVEY CONTROL
 GC1028
 GC1028  NGVD 29 (??/??/92)  236.347  (m)          775.42   (f) ADJ UNCH    2 0
 GC1028
 GC1028.Superseded values are not recommended for survey control.
 GC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1028.See file dsdata.txt to determine how the superseded data were derived.
 GC1028
 GC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF323416(NAD 83)
 GC1028_MARKER: DB = BENCH MARK DISK
 GC1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1028_SP_SET: CULVERT
 GC1028_STAMPING: W 220 1959
 GC1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1028
 GC1028  HISTORY     - Date     Condition        Report By
 GC1028  HISTORY     - 1959     MONUMENTED       CGS
 GC1028
 GC1028                          STATION DESCRIPTION
 GC1028
 GC1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1028'6.8 MI N FROM WHITE HOUSE.
 GC1028'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1028'31 W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY
 GC1028'76, THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE 0.8
 GC1028'MILE NORTHWEST ON A PAVED ROAD, THENCE 1.5 MILES EAST ON A GRAVELED
 GC1028'ROAD, 0.9 MILE NORTH ON U.S. HIGHWAY 31 W TO A CONCRETE CULVERT,
 GC1028'112 FT. SOUTH OF A FIELD ROAD LEADING WEST, 104 FT. NORTHWEST
 GC1028'OF POWER LINE POLE NO. 72+00, 28 FT. EAST OF THE CENTER OF U.S.
 GC1028'HIGHWAY 31 W, A DISK SET IN TOP OF THE EAST END OF A CONCRETE
 GC1028'CULVERT, ABOUT 0.2 MILE NORTH OF AN AMOCO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0515 ***********************************************************************
 GC0515  DESIGNATION -  W 221
 GC0515  PID         -  GC0515
 GC0515  STATE/COUNTY-  TN/DAVIDSON
 GC0515  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0515
 GC0515                         *CURRENT SURVEY CONTROL
 GC0515  ___________________________________________________________________
 GC0515* NAD 83(1986)-  36 20 41.     (N)    086 43 34.     (W)     SCALED    
 GC0515* NAVD 88     -       153.444  (meters)     503.42   (feet)  ADJUSTED  
 GC0515  ___________________________________________________________________
 GC0515  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0515  DYNAMIC HT  -         153.314 (meters)     503.00  (feet)  COMP
 GC0515  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GC0515
 GC0515  VERT ORDER  -  SECOND    CLASS 0
 GC0515
 GC0515.The horizontal coordinates were scaled from a topographic map and have
 GC0515.an estimated accuracy of +/- 6 seconds.
 GC0515
 GC0515.The orthometric height was determined by differential leveling
 GC0515.and adjusted by the National Geodetic Survey in June 1991..
 GC0515
 GC0515.The geoid height was determined by GEOID03.
 GC0515
 GC0515.The dynamic height is computed by dividing the NAVD 88
 GC0515.geopotential number by the normal gravity value computed on the
 GC0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0515.degrees latitude (g = 980.6199 gals.).
 GC0515
 GC0515.The modeled gravity was interpolated from observed gravity values.
 GC0515
 GC0515;                    North         East    Units  Estimated Accuracy
 GC0515;SPC TN       -   223,410.      534,820.      MT  (+/- 180 meters Scaled)
 GC0515
 GC0515                          SUPERSEDED SURVEY CONTROL
 GC0515
 GC0515  NGVD 29 (??/??/92)  153.494  (m)          503.59   (f) ADJ UNCH    2 0
 GC0515
 GC0515.Superseded values are not recommended for survey control.
 GC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0515.See file dsdata.txt to determine how the superseded data were derived.
 GC0515
 GC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF245222(NAD 83)
 GC0515_MARKER: DB = BENCH MARK DISK
 GC0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0515_STAMPING: W 221 1959
 GC0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0515+STABILITY: SURFACE MOTION
 GC0515
 GC0515  HISTORY     - Date     Condition        Report By
 GC0515  HISTORY     - 1959     MONUMENTED       CGS
 GC0515  HISTORY     - 1960     GOOD             NGS
 GC0515
 GC0515                          STATION DESCRIPTION
 GC0515
 GC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0515'1.6 MI NW FROM GOODLETTSVILLE.
 GC0515'FROM THE RAILROAD STATION IN GOODLETTSVILLE, GO 1.6 MILES
 GC0515'NORTHWEST ON THE L. AND N. RAILROAD.  THE BENCH MARK IS ABOUT 0.1
 GC0515'MILE SOUTH OF AN OVERPASS, 156 FT. NORTH OF MILE POST 182, 8.5
 GC0515'FT. WEST OF THE WEST RAIL DRILLED IN THE TOP OF THE CONCRETE
 GC0515'FOUNDATION FOR A SIGNAL BOX, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0524 ***********************************************************************
 FD0524  DESIGNATION -  W 222
 FD0524  PID         -  FD0524
 FD0524  STATE/COUNTY-  TN/WILLIAMSON
 FD0524  USGS QUAD   -  FRANKLIN (1981)
 FD0524
 FD0524                         *CURRENT SURVEY CONTROL
 FD0524  ___________________________________________________________________
 FD0524* NAD 83(1986)-  35 55 33.     (N)    086 49 13.     (W)     SCALED    
 FD0524* NAVD 88     -       233.762  (meters)     766.93   (feet)  ADJUSTED  
 FD0524  ___________________________________________________________________
 FD0524  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0524  DYNAMIC HT  -         233.557 (meters)     766.26  (feet)  COMP
 FD0524  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FD0524
 FD0524  VERT ORDER  -  SECOND    CLASS 0
 FD0524
 FD0524.The horizontal coordinates were scaled from a topographic map and have
 FD0524.an estimated accuracy of +/- 6 seconds.
 FD0524
 FD0524.The orthometric height was determined by differential leveling
 FD0524.and adjusted by the National Geodetic Survey in June 1991..
 FD0524
 FD0524.The geoid height was determined by GEOID03.
 FD0524
 FD0524.The dynamic height is computed by dividing the NAVD 88
 FD0524.geopotential number by the normal gravity value computed on the
 FD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0524.degrees latitude (g = 980.6199 gals.).
 FD0524
 FD0524.The modeled gravity was interpolated from observed gravity values.
 FD0524
 FD0524;                    North         East    Units  Estimated Accuracy
 FD0524;SPC TN       -   177,000.      525,980.      MT  (+/- 180 meters Scaled)
 FD0524
 FD0524                          SUPERSEDED SURVEY CONTROL
 FD0524
 FD0524  NGVD 29 (??/??/92)  233.752  (m)          766.90   (f) ADJ UNCH    2 0
 FD0524
 FD0524.Superseded values are not recommended for survey control.
 FD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0524.See file dsdata.txt to determine how the superseded data were derived.
 FD0524
 FD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162757(NAD 83)
 FD0524_MARKER: DB = BENCH MARK DISK
 FD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0524_SP_SET: SQUARE CONCRETE MONUMENT
 FD0524_STAMPING: W 222 1960
 FD0524_MARK LOGO: CGS   
 FD0524_PROJECTION: FLUSH
 FD0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0524+STABILITY: SURFACE MOTION
 FD0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0524+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1987
 FD0524
 FD0524  HISTORY     - Date     Condition        Report By
 FD0524  HISTORY     - 1960     MONUMENTED       CGS
 FD0524  HISTORY     - 1984     GOOD             NGS
 FD0524  HISTORY     - 19870626 GOOD             LOCENG
 FD0524
 FD0524                          STATION DESCRIPTION
 FD0524
 FD0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0524'3.6 MI NE FROM FRANKLIN.
 FD0524'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILES SOUTH ON THE
 FD0524'L. AND N. RAILROAD, THEN 2.5 MILES EAST ON STATE HIGHWAY 96,
 FD0524'THEN 0.95 MILE NORTH ON INTERSTATE HIGHWAY 65 TO THE INTERSECTION
 FD0524'OF LIBERTY PIKE ROAD.  THE BENCH MARK IS ABOUT 395 FT. EAST OF
 FD0524'THE CENTER OF INTERSTATE HIGHWAY 65, 93 FT. EAST OF A TELEPHONE
 FD0524'POLE, 41 FT. SOUTHEAST OF THE CENTER OF LIBERTY PIKE ROAD, 33 FT.
 FD0524'SOUTHWEST OF A TELEPHONE POLE, 2 FT. NORTHWEST OF A FENCE CORNER,
 FD0524'AND 2.1 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FD0524'A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 3 FT. ABOVE THE
 FD0524'LEVEL OF THE ROAD.
 FD0524
 FD0524                          STATION RECOVERY (1984)
 FD0524
 FD0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0524'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED THIS SURVEY.
 FD0524'THE MARK IS ABOVE LEVEL WITH ROAD.
 FD0524
 FD0524                          STATION RECOVERY (1987)
 FD0524
 FD0524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0667 ***********************************************************************
 GC0667  DESIGNATION -  W 223
 GC0667  PID         -  GC0667
 GC0667  STATE/COUNTY-  TN/DAVIDSON
 GC0667  USGS QUAD   -  OAK HILL (1968)
 GC0667
 GC0667                         *CURRENT SURVEY CONTROL
 GC0667  ___________________________________________________________________
 GC0667* NAD 83(1986)-  36 07 11.     (N)    086 46 21.     (W)     SCALED    
 GC0667* NAVD 88     -       147.012  (meters)     482.32   (feet)  ADJUSTED  
 GC0667  ___________________________________________________________________
 GC0667  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0667  DYNAMIC HT  -         146.886 (meters)     481.91  (feet)  COMP
 GC0667  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0667
 GC0667  VERT ORDER  -  SECOND    CLASS 0
 GC0667
 GC0667.The horizontal coordinates were scaled from a topographic map and have
 GC0667.an estimated accuracy of +/- 6 seconds.
 GC0667
 GC0667.The orthometric height was determined by differential leveling
 GC0667.and adjusted by the National Geodetic Survey in June 1991..
 GC0667
 GC0667.The geoid height was determined by GEOID03.
 GC0667
 GC0667.The dynamic height is computed by dividing the NAVD 88
 GC0667.geopotential number by the normal gravity value computed on the
 GC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0667.degrees latitude (g = 980.6199 gals.).
 GC0667
 GC0667.The modeled gravity was interpolated from observed gravity values.
 GC0667
 GC0667;                    North         East    Units  Estimated Accuracy
 GC0667;SPC TN       -   198,470.      530,460.      MT  (+/- 180 meters Scaled)
 GC0667
 GC0667                          SUPERSEDED SURVEY CONTROL
 GC0667
 GC0667  NGVD 29 (??/??/92)  147.036  (m)          482.40   (f) ADJ UNCH    2 0
 GC0667
 GC0667.Superseded values are not recommended for survey control.
 GC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0667.See file dsdata.txt to determine how the superseded data were derived.
 GC0667
 GC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE204972(NAD 83)
 GC0667_MARKER: DB = BENCH MARK DISK
 GC0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0667_STAMPING: W 223 1960
 GC0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0667+STABILITY: SURFACE MOTION
 GC0667
 GC0667  HISTORY     - Date     Condition        Report By
 GC0667  HISTORY     - 1960     MONUMENTED       CGS
 GC0667
 GC0667                          STATION DESCRIPTION
 GC0667
 GC0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0667'2.8 MI SE FROM NASHVILLE.
 GC0667'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 2.8 MILES SOUTHEAST
 GC0667'ON THE L. AND N. RAILROAD TO THE CROSSING OF BERRY ROAD.  THE
 GC0667'BENCH MARK IS 86 FT. NORTH OF THE CENTER OF THE CROSSING, 7 FT.
 GC0667'WEST OF THE MOST WESTERLY RAIL.  THE DISK IS CEMENTED IN A DRILL
 GC0667'HOLE IN THE TOP OF THE NORTHWEST CONCRETE FOUNDATION FOR THE
 GC0667'NORTHWEST LEG OF A SEMIPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0386 ***********************************************************************
 FD0386  DESIGNATION -  W 224
 FD0386  PID         -  FD0386
 FD0386  STATE/COUNTY-  TN/MARSHALL
 FD0386  USGS QUAD   -  BRICK CHURCH (1981)
 FD0386
 FD0386                         *CURRENT SURVEY CONTROL
 FD0386  ___________________________________________________________________
 FD0386* NAD 83(1986)-  35 20 14.     (N)    086 52 41.     (W)     SCALED    
 FD0386* NAVD 88     -       253.634  (meters)     832.13   (feet)  ADJUSTED  
 FD0386  ___________________________________________________________________
 FD0386  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0386  DYNAMIC HT  -         253.400 (meters)     831.36  (feet)  COMP
 FD0386  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FD0386
 FD0386  VERT ORDER  -  SECOND    CLASS 0
 FD0386
 FD0386.The horizontal coordinates were scaled from a topographic map and have
 FD0386.an estimated accuracy of +/- 6 seconds.
 FD0386
 FD0386.The orthometric height was determined by differential leveling
 FD0386.and adjusted by the National Geodetic Survey in June 1991..
 FD0386
 FD0386.The geoid height was determined by GEOID03.
 FD0386
 FD0386.The dynamic height is computed by dividing the NAVD 88
 FD0386.geopotential number by the normal gravity value computed on the
 FD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0386.degrees latitude (g = 980.6199 gals.).
 FD0386
 FD0386.The modeled gravity was interpolated from observed gravity values.
 FD0386
 FD0386;                    North         East    Units  Estimated Accuracy
 FD0386;SPC TN       -   111,740.      520,180.      MT  (+/- 180 meters Scaled)
 FD0386
 FD0386                          SUPERSEDED SURVEY CONTROL
 FD0386
 FD0386  NGVD 29 (??/??/92)  253.612  (m)          832.06   (f) ADJ UNCH    2 0
 FD0386
 FD0386.Superseded values are not recommended for survey control.
 FD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0386.See file dsdata.txt to determine how the superseded data were derived.
 FD0386
 FD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE110104(NAD 83)
 FD0386_MARKER: DB = BENCH MARK DISK
 FD0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0386_STAMPING: W 224 1960
 FD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0386+STABILITY: SURFACE MOTION
 FD0386
 FD0386  HISTORY     - Date     Condition        Report By
 FD0386  HISTORY     - 1960     MONUMENTED       CGS
 FD0386
 FD0386                          STATION DESCRIPTION
 FD0386
 FD0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0386'6.6 MI SW FROM CORNERSVILLE.
 FD0386'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0386'HIGHWAY 31A FOR 4.45 MILES, THEN 2.15 MILES NORTH ON INTERSTATE
 FD0386'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0386'MARK IS ABOUT 250 FT. EAST OF THE CENTER OF INTERSTATE HIGHWAY
 FD0386'65, 70 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 10 FT.
 FD0386'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 1 FT. SOUTH OF A
 FD0386'FENCE, AND 2 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS
 FD0386'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0467 ***********************************************************************
 FD0467  DESIGNATION -  W 225
 FD0467  PID         -  FD0467
 FD0467  STATE/COUNTY-  TN/GILES
 FD0467  USGS QUAD   -  ELKTON (1982)
 FD0467
 FD0467                         *CURRENT SURVEY CONTROL
 FD0467  ___________________________________________________________________
 FD0467* NAD 83(1986)-  35 01 33.     (N)    086 59 41.     (W)     SCALED    
 FD0467* NAVD 88     -       189.913  (meters)     623.07   (feet)  ADJUSTED  
 FD0467  ___________________________________________________________________
 FD0467  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD0467  DYNAMIC HT  -         189.734 (meters)     622.49  (feet)  COMP
 FD0467  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FD0467
 FD0467  VERT ORDER  -  SECOND    CLASS 0
 FD0467
 FD0467.The horizontal coordinates were scaled from a topographic map and have
 FD0467.an estimated accuracy of +/- 6 seconds.
 FD0467
 FD0467.The orthometric height was determined by differential leveling
 FD0467.and adjusted by the National Geodetic Survey in June 1991..
 FD0467
 FD0467.The geoid height was determined by GEOID03.
 FD0467
 FD0467.The dynamic height is computed by dividing the NAVD 88
 FD0467.geopotential number by the normal gravity value computed on the
 FD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0467.degrees latitude (g = 980.6199 gals.).
 FD0467
 FD0467.The modeled gravity was interpolated from observed gravity values.
 FD0467
 FD0467;                    North         East    Units  Estimated Accuracy
 FD0467;SPC TN       -    77,300.      509,220.      MT  (+/- 180 meters Scaled)
 FD0467
 FD0467                          SUPERSEDED SURVEY CONTROL
 FD0467
 FD0467  NGVD 29 (??/??/92)  189.873  (m)          622.94   (f) ADJ UNCH    2 0
 FD0467
 FD0467.Superseded values are not recommended for survey control.
 FD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0467.See file dsdata.txt to determine how the superseded data were derived.
 FD0467
 FD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED004759(NAD 83)
 FD0467_MARKER: DB = BENCH MARK DISK
 FD0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0467_SP_SET: CULVERT
 FD0467_STAMPING: W 225 1960
 FD0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0467
 FD0467  HISTORY     - Date     Condition        Report By
 FD0467  HISTORY     - 1960     MONUMENTED       CGS
 FD0467
 FD0467                          STATION DESCRIPTION
 FD0467
 FD0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0467'0.4 MI E FROM PROSPECT.
 FD0467'FROM THE POST OFFICE IN PROSPECT, GO EAST ON A PAVED ROAD FOR
 FD0467'0.45 MILES TO A CONCRETE CULVERT JUST EAST OF THE PROSPECT
 FD0467'SCHOOL.  THE BENCH MARK IS CEMENTED IN A DRILL HOLE IN THE TOP
 FD0467'OF THE SOUTH CONCRETE HEADWALL OF THE CULVERT, 11 FT. SOUTH
 FD0467'OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0269 ***********************************************************************
 GC0269  DESIGNATION -  W 226
 GC0269  PID         -  GC0269
 GC0269  STATE/COUNTY-  TN/WILSON
 GC0269  USGS QUAD   -  LEBANON (1983)
 GC0269
 GC0269                         *CURRENT SURVEY CONTROL
 GC0269  ___________________________________________________________________
 GC0269* NAD 83(1986)-  36 10 38.     (N)    086 15 37.     (W)     SCALED    
 GC0269* NAVD 88     -       192.554  (meters)     631.74   (feet)  ADJUSTED  
 GC0269  ___________________________________________________________________
 GC0269  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0269  DYNAMIC HT  -         192.394 (meters)     631.21  (feet)  COMP
 GC0269  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GC0269
 GC0269  VERT ORDER  -  SECOND    CLASS 0
 GC0269
 GC0269.The horizontal coordinates were scaled from a topographic map and have
 GC0269.an estimated accuracy of +/- 6 seconds.
 GC0269
 GC0269.The orthometric height was determined by differential leveling
 GC0269.and adjusted by the National Geodetic Survey in June 1991..
 GC0269
 GC0269.The geoid height was determined by GEOID03.
 GC0269
 GC0269.The dynamic height is computed by dividing the NAVD 88
 GC0269.geopotential number by the normal gravity value computed on the
 GC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0269.degrees latitude (g = 980.6199 gals.).
 GC0269
 GC0269.The modeled gravity was interpolated from observed gravity values.
 GC0269
 GC0269;                    North         East    Units  Estimated Accuracy
 GC0269;SPC TN       -   204,610.      576,590.      MT  (+/- 180 meters Scaled)
 GC0269
 GC0269                          SUPERSEDED SURVEY CONTROL
 GC0269
 GC0269  NGVD 29 (??/??/92)  192.620  (m)          631.95   (f) ADJ UNCH    2 0
 GC0269
 GC0269.Superseded values are not recommended for survey control.
 GC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0269.See file dsdata.txt to determine how the superseded data were derived.
 GC0269
 GC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665038(NAD 83)
 GC0269_MARKER: DB = BENCH MARK DISK
 GC0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0269_SP_SET: CULVERT
 GC0269_STAMPING: W 226 1960
 GC0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0269
 GC0269  HISTORY     - Date     Condition        Report By
 GC0269  HISTORY     - 1960     MONUMENTED       CGS
 GC0269
 GC0269                          STATION DESCRIPTION
 GC0269
 GC0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0269'2.8 MI S FROM LEBANON.
 GC0269'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0269'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 0.1 MILE EAST
 GC0269'ON A TRACK ROAD, THEN 1.0 MILES SOUTH ON STATE HIGHWAY 26 TO A
 GC0269'CONCRETE CULVERT.  THE BENCH MARK IS ABOUT 0.15 MILES SOUTH OF
 GC0269'A SHELL GAS STATION AND GROCERY STORE, 130 FT. NORTH OF A
 GC0269'SIDEWALK LEADING TO A SMALL BRICK HOUSE, 23 FT. WEST OF THE
 GC0269'CENTER LINE OF STATE HIGHWAY 26.  THE DISK IS CEMENTED IN A DRILL
 GC0269'HOLE IN THE NORTH END OF THE WEST CONCRETE CULVERT, AND IS ABOUT
 GC0269'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0601 ***********************************************************************
 FD0601  DESIGNATION -  W 227
 FD0601  PID         -  FD0601
 FD0601  STATE/COUNTY-  TN/RUTHERFORD
 FD0601  USGS QUAD   -  SMYRNA (1998)
 FD0601
 FD0601                         *CURRENT SURVEY CONTROL
 FD0601  ___________________________________________________________________
 FD0601* NAD 83(1986)-  35 58 39.     (N)    086 34 46.     (W)     SCALED    
 FD0601* NAVD 88     -       212.196  (meters)     696.18   (feet)  ADJUSTED  
 FD0601  ___________________________________________________________________
 FD0601  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FD0601  DYNAMIC HT  -         212.012 (meters)     695.58  (feet)  COMP
 FD0601  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FD0601
 FD0601  VERT ORDER  -  SECOND    CLASS 0
 FD0601
 FD0601.The horizontal coordinates were scaled from a topographic map and have
 FD0601.an estimated accuracy of +/- 6 seconds.
 FD0601
 FD0601.The orthometric height was determined by differential leveling
 FD0601.and adjusted by the National Geodetic Survey in June 1991..
 FD0601
 FD0601.The geoid height was determined by GEOID03.
 FD0601
 FD0601.The dynamic height is computed by dividing the NAVD 88
 FD0601.geopotential number by the normal gravity value computed on the
 FD0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0601.degrees latitude (g = 980.6199 gals.).
 FD0601
 FD0601.The modeled gravity was interpolated from observed gravity values.
 FD0601
 FD0601;                    North         East    Units  Estimated Accuracy
 FD0601;SPC TN       -   182,570.      547,740.      MT  (+/- 180 meters Scaled)
 FD0601
 FD0601                          SUPERSEDED SURVEY CONTROL
 FD0601
 FD0601  NGVD 29 (??/??/92)  212.212  (m)          696.23   (f) ADJ UNCH    2 0
 FD0601
 FD0601.Superseded values are not recommended for survey control.
 FD0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0601.See file dsdata.txt to determine how the superseded data were derived.
 FD0601
 FD0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE379815(NAD 83)
 FD0601_MARKER: DB = BENCH MARK DISK
 FD0601_SETTING: 66 = SET IN ROCK OUTCROP
 FD0601_SP_SET: ROCK OUTCROP
 FD0601_STAMPING: W 227 1960
 FD0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0601+STABILITY: POSITION/ELEVATION WELL
 FD0601
 FD0601  HISTORY     - Date     Condition        Report By
 FD0601  HISTORY     - 1960     MONUMENTED       CGS
 FD0601
 FD0601                          STATION DESCRIPTION
 FD0601
 FD0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0601'6.6 MI SE FROM ANTIOCH.
 FD0601'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 FD0601'FOR 0.1 MILE, THEN 6.55 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24
 FD0601'TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 FD0601'300 FT. SOUTH OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 24,
 FD0601'187 FT. NORTHWEST OF THE CENTER OF A GATE ON THE OPPOSITE SIDE
 FD0601'OF THE GRAVELED ROAD, 24 FT. EAST OF THE CENTER OF THE GRAVELED
 FD0601'ROAD, 11 FT. EAST OF A FENCE, 200 FT. NORTH OF A CURVE IN THE ROAD
 FD0601'AND A BARN ON THE EAST SIDE OF THE ROAD, AND 10.7 FT. EAST OF
 FD0601'A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FD0601'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0116 ***********************************************************************
 FD0116  DESIGNATION -  W 228
 FD0116  PID         -  FD0116
 FD0116  STATE/COUNTY-  TN/COFFEE
 FD0116  USGS QUAD   -  NOAH (1976)
 FD0116
 FD0116                         *CURRENT SURVEY CONTROL
 FD0116  ___________________________________________________________________
 FD0116* NAD 83(1986)-  35 37 21.     (N)    086 14 04.     (W)     SCALED    
 FD0116* NAVD 88     -       271.433  (meters)     890.53   (feet)  ADJUSTED  
 FD0116  ___________________________________________________________________
 FD0116  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0116  DYNAMIC HT  -         271.182 (meters)     889.70  (feet)  COMP
 FD0116  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FD0116
 FD0116  VERT ORDER  -  SECOND    CLASS 0
 FD0116
 FD0116.The horizontal coordinates were scaled from a topographic map and have
 FD0116.an estimated accuracy of +/- 6 seconds.
 FD0116
 FD0116.The orthometric height was determined by differential leveling
 FD0116.and adjusted by the National Geodetic Survey in June 1991..
 FD0116
 FD0116.The geoid height was determined by GEOID03.
 FD0116
 FD0116.The dynamic height is computed by dividing the NAVD 88
 FD0116.geopotential number by the normal gravity value computed on the
 FD0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0116.degrees latitude (g = 980.6199 gals.).
 FD0116
 FD0116.The modeled gravity was interpolated from observed gravity values.
 FD0116
 FD0116;                    North         East    Units  Estimated Accuracy
 FD0116;SPC TN       -   143,060.      578,760.      MT  (+/- 180 meters Scaled)
 FD0116
 FD0116                          SUPERSEDED SURVEY CONTROL
 FD0116
 FD0116  NGVD 29 (??/??/92)  271.430  (m)          890.52   (f) ADJ UNCH    2 0
 FD0116
 FD0116.Superseded values are not recommended for survey control.
 FD0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0116.See file dsdata.txt to determine how the superseded data were derived.
 FD0116
 FD0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE693423(NAD 83)
 FD0116_MARKER: DB = BENCH MARK DISK
 FD0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0116_SP_SET: CULVERT
 FD0116_STAMPING: W 228 1960
 FD0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0116
 FD0116  HISTORY     - Date     Condition        Report By
 FD0116  HISTORY     - 1960     MONUMENTED       CGS
 FD0116
 FD0116                          STATION DESCRIPTION
 FD0116
 FD0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0116'0.3 MI SE FROM BEECH GROVE.
 FD0116'FROM THE POST OFFICE IN BEECH GROVE, GO 0.3 MILE SOUTHEAST ON
 FD0116'U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE
 FD0116'BENCH MARK IS 20 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41.
 FD0116'THE DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 FD0116'SOUTHWEST CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1750 ***********************************************************************
 GB1750  DESIGNATION -  W 229
 GB1750  PID         -  GB1750
 GB1750  STATE/COUNTY-  TN/SMITH
 GB1750  USGS QUAD   -  GORDONSVILLE (1986)
 GB1750
 GB1750                         *CURRENT SURVEY CONTROL
 GB1750  ___________________________________________________________________
 GB1750* NAD 83(1986)-  36 09 13.     (N)    085 52 48.     (W)     SCALED    
 GB1750* NAVD 88     -       167.832  (meters)     550.63   (feet)  ADJUSTED  
 GB1750  ___________________________________________________________________
 GB1750  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1750  DYNAMIC HT  -         167.687 (meters)     550.15  (feet)  COMP
 GB1750  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1750
 GB1750  VERT ORDER  -  SECOND    CLASS 0
 GB1750
 GB1750.The horizontal coordinates were scaled from a topographic map and have
 GB1750.an estimated accuracy of +/- 6 seconds.
 GB1750
 GB1750.The orthometric height was determined by differential leveling
 GB1750.and adjusted by the National Geodetic Survey in June 1991..
 GB1750
 GB1750.The geoid height was determined by GEOID03.
 GB1750
 GB1750.The dynamic height is computed by dividing the NAVD 88
 GB1750.geopotential number by the normal gravity value computed on the
 GB1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1750.degrees latitude (g = 980.6199 gals.).
 GB1750
 GB1750.The modeled gravity was interpolated from observed gravity values.
 GB1750
 GB1750;                    North         East    Units  Estimated Accuracy
 GB1750;SPC TN       -   201,970.      610,800.      MT  (+/- 180 meters Scaled)
 GB1750
 GB1750                          SUPERSEDED SURVEY CONTROL
 GB1750
 GB1750  NGVD 29 (??/??/92)  167.899  (m)          550.85   (f) ADJ UNCH    2 0
 GB1750
 GB1750.Superseded values are not recommended for survey control.
 GB1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1750.See file dsdata.txt to determine how the superseded data were derived.
 GB1750
 GB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF007015(NAD 83)
 GB1750_MARKER: DB = BENCH MARK DISK
 GB1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1750_STAMPING: W 229 1960
 GB1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1750+STABILITY: SURFACE MOTION
 GB1750
 GB1750  HISTORY     - Date     Condition        Report By
 GB1750  HISTORY     - 1960     MONUMENTED       CGS
 GB1750
 GB1750                          STATION DESCRIPTION
 GB1750
 GB1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1750'2.6 MI E FROM CARTHAGE JUNCTION.
 GB1750'FROM THE RAILWAY STATION IN CARTHAGE JUNCTION, GO 2.55 MILES EAST
 GB1750'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 0.2 MILE EAST
 GB1750'OF A SMALL OVERPASS AND MILE POST 63, 3 RAILS SOUTHEAST OF A
 GB1750'WHISTLE SIGN, 65 FT. NORTHWEST OF A LONE ELM TREE AT THE CREST OF
 GB1750'A SMALL HILL, 16.5 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 12 FT.
 GB1750'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, AND 3 FT. SOUTHEAST
 GB1750'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1750'PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0158 ***********************************************************************
 GD0158  DESIGNATION -  W 23
 GD0158  PID         -  GD0158
 GD0158  STATE/COUNTY-  TN/HENRY
 GD0158  USGS QUAD   -  HENRY (1985)
 GD0158
 GD0158                         *CURRENT SURVEY CONTROL
 GD0158  ___________________________________________________________________
 GD0158* NAD 83(1986)-  36 13 27.     (N)    088 23 09.     (W)     SCALED    
 GD0158* NAVD 88     -       171.393  (meters)     562.31   (feet)  ADJUSTED  
 GD0158  ___________________________________________________________________
 GD0158  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0158  DYNAMIC HT  -         171.250 (meters)     561.84  (feet)  COMP
 GD0158  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 GD0158
 GD0158  VERT ORDER  -  SECOND    CLASS 0
 GD0158
 GD0158.The horizontal coordinates were scaled from a topographic map and have
 GD0158.an estimated accuracy of +/- 6 seconds.
 GD0158
 GD0158.The orthometric height was determined by differential leveling
 GD0158.and adjusted by the National Geodetic Survey in June 1991..
 GD0158
 GD0158.The geoid height was determined by GEOID03.
 GD0158
 GD0158.The dynamic height is computed by dividing the NAVD 88
 GD0158.geopotential number by the normal gravity value computed on the
 GD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0158.degrees latitude (g = 980.6199 gals.).
 GD0158
 GD0158.The modeled gravity was interpolated from observed gravity values.
 GD0158
 GD0158;                    North         East    Units  Estimated Accuracy
 GD0158;SPC TN       -   212,400.      385,520.      MT  (+/- 180 meters Scaled)
 GD0158
 GD0158                          SUPERSEDED SURVEY CONTROL
 GD0158
 GD0158  NGVD 29 (??/??/??)  171.431  (m)          562.44   (f) ADJUSTED    2 0
 GD0158
 GD0158.Superseded values are not recommended for survey control.
 GD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0158.See file dsdata.txt to determine how the superseded data were derived.
 GD0158
 GD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF754097(NAD 83)
 GD0158_MARKER: DB = BENCH MARK DISK
 GD0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0158_STAMPING: W 23 1934 562.620
 GD0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0158+STABILITY: SURFACE MOTION
 GD0158
 GD0158  HISTORY     - Date     Condition        Report By
 GD0158  HISTORY     - 1934     MONUMENTED       CGS
 GD0158  HISTORY     - 1968     GOOD             CGS
 GD0158
 GD0158                          STATION DESCRIPTION
 GD0158
 GD0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0158'2.3 MI NE FROM HENRY.
 GD0158'THE MARK IS 2.3 MILES NORTHEAST ALONG THE LOUISVILLE AND
 GD0158'NASHVILLE RAILROAD FROM THE CENTER OF HENRY.  IT IS 5 RAILS
 GD0158'SOUTHWEST ALONG THE TRACK FROM A SWITCH CONTROL, 68 FEET
 GD0158'NORTHWEST OF THE APPROXIMATE CENTER OF A ROAD CROSSING, 45
 GD0158'FEET SOUTHEAST OF MILEPOST NO. 253, 44.5 FEET NORTHWEST OF THE
 GD0158'CENTER OF A CONCRETE CULVERT UNDER THE HIGHWAYS, 29.5 FEET
 GD0158'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, 11.5 FEET
 GD0158'SOUTHWEST OF A GUYED TELEGRAPH POLE, AND 0.8 OF A FOOT SOUTHEAST
 GD0158'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD0158'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD0158'DISK IS STAMPED W 23 1934 562.620.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1789 ***********************************************************************
 GB1789  DESIGNATION -  W 230
 GB1789  PID         -  GB1789
 GB1789  STATE/COUNTY-  TN/PUTNAM
 GB1789  USGS QUAD   -  BAXTER (1981)
 GB1789
 GB1789                         *CURRENT SURVEY CONTROL
 GB1789  ___________________________________________________________________
 GB1789* NAD 83(1986)-  36 08 09.     (N)    085 38 51.     (W)     SCALED    
 GB1789* NAVD 88     -       313.699  (meters)    1029.19   (feet)  ADJUSTED  
 GB1789  ___________________________________________________________________
 GB1789  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1789  DYNAMIC HT  -         313.418 (meters)    1028.27  (feet)  COMP
 GB1789  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 GB1789
 GB1789  VERT ORDER  -  SECOND    CLASS 0
 GB1789
 GB1789.The horizontal coordinates were scaled from a topographic map and have
 GB1789.an estimated accuracy of +/- 6 seconds.
 GB1789
 GB1789.The orthometric height was determined by differential leveling
 GB1789.and adjusted by the National Geodetic Survey in June 1991..
 GB1789
 GB1789.The geoid height was determined by GEOID03.
 GB1789
 GB1789.The dynamic height is computed by dividing the NAVD 88
 GB1789.geopotential number by the normal gravity value computed on the
 GB1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1789.degrees latitude (g = 980.6199 gals.).
 GB1789
 GB1789.The modeled gravity was interpolated from observed gravity values.
 GB1789
 GB1789;                    North         East    Units  Estimated Accuracy
 GB1789;SPC TN       -   200,040.      631,730.      MT  (+/- 180 meters Scaled)
 GB1789
 GB1789                          SUPERSEDED SURVEY CONTROL
 GB1789
 GB1789  NGVD 29 (??/??/92)  313.762  (m)         1029.40   (f) ADJ UNCH    2 0
 GB1789
 GB1789.Superseded values are not recommended for survey control.
 GB1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1789.See file dsdata.txt to determine how the superseded data were derived.
 GB1789
 GB1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE216998(NAD 83)
 GB1789_MARKER: DB = BENCH MARK DISK
 GB1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1789_SP_SET: CULVERT
 GB1789_STAMPING: W 230 1960
 GB1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1789
 GB1789  HISTORY     - Date     Condition        Report By
 GB1789  HISTORY     - 1960     MONUMENTED       CGS
 GB1789
 GB1789                          STATION DESCRIPTION
 GB1789
 GB1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1789'2 MI S FROM BAXTER.
 GB1789'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON STATE
 GB1789'HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN 0.5
 GB1789'MILE SOUTH ON A GRAVELED ROAD, THEN 0.6 MILE WEST ON INTERSTATE
 GB1789'HIGHWAY 40.  THE BENCH MARK IS 0.1 MILE EAST OF AN OVERPASS.
 GB1789'THE DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 GB1789'SOUTH CONCRETE WINGWALL FOR A CONCRETE CULVERT UNDER THE HIGHWAY
 GB1789'AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0906 ***********************************************************************
 FC0906  DESIGNATION -  W 232
 FC0906  PID         -  FC0906
 FC0906  STATE/COUNTY-  TN/ROANE
 FC0906  USGS QUAD   -  CARDIFF (1990)
 FC0906
 FC0906                         *CURRENT SURVEY CONTROL
 FC0906  ___________________________________________________________________
 FC0906* NAD 83(1986)-  35 53 03.     (N)    084 41 05.     (W)     SCALED    
 FC0906* NAVD 88     -       370.016  (meters)    1213.96   (feet)  ADJUSTED  
 FC0906  ___________________________________________________________________
 FC0906  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0906  DYNAMIC HT  -         369.671 (meters)    1212.83  (feet)  COMP
 FC0906  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FC0906
 FC0906  VERT ORDER  -  SECOND    CLASS 0
 FC0906
 FC0906.The horizontal coordinates were scaled from a topographic map and have
 FC0906.an estimated accuracy of +/- 6 seconds.
 FC0906
 FC0906.The orthometric height was determined by differential leveling
 FC0906.and adjusted by the National Geodetic Survey in June 1991..
 FC0906
 FC0906.The geoid height was determined by GEOID03.
 FC0906
 FC0906.The dynamic height is computed by dividing the NAVD 88
 FC0906.geopotential number by the normal gravity value computed on the
 FC0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0906.degrees latitude (g = 980.6199 gals.).
 FC0906
 FC0906.The modeled gravity was interpolated from observed gravity values.
 FC0906
 FC0906;                    North         East    Units  Estimated Accuracy
 FC0906;SPC TN       -   172,860.      718,750.      MT  (+/- 180 meters Scaled)
 FC0906
 FC0906                          SUPERSEDED SURVEY CONTROL
 FC0906
 FC0906  NGVD 29 (??/??/92)  370.118  (m)         1214.30   (f) ADJ UNCH    2 0
 FC0906
 FC0906.Superseded values are not recommended for survey control.
 FC0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0906.See file dsdata.txt to determine how the superseded data were derived.
 FC0906
 FC0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE089735(NAD 83)
 FC0906_MARKER: DB = BENCH MARK DISK
 FC0906_SETTING: 66 = SET IN ROCK OUTCROP
 FC0906_SP_SET: BEDROCK
 FC0906_STAMPING: W 232 1960
 FC0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0906+STABILITY: POSITION/ELEVATION WELL
 FC0906
 FC0906  HISTORY     - Date     Condition        Report By
 FC0906  HISTORY     - 1960     MONUMENTED       CGS
 FC0906  HISTORY     - 1972     GOOD             TVA
 FC0906
 FC0906                          STATION DESCRIPTION
 FC0906
 FC0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0906'2.2 MI N FROM ROCKWOOD.
 FC0906'FROM THE POST OFFICE IN ROCKWOOD, GO 0.4 MILE EAST ON SPRING ST.,
 FC0906'THEN 0.8 MILE NORTHEAST ON ROCKWOOD ST., THEN 0.85 MILES
 FC0906'WESTERLY ON A GRAVELED ROAD TO A SHARP CURVE.  THE BENCH MARK
 FC0906'IS 50 FT. WEST OF THE SHARP CURVE, 52 FT. NORTHWEST OF A MAIL
 FC0906'BOX, 20 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 4.5 FT.
 FC0906'EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE
 FC0906'IN OUTCROPPING BEDROCK ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 FC0906
 FC0906                          STATION RECOVERY (1972)
 FC0906
 FC0906'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0205 ***********************************************************************
 FC0205  DESIGNATION -  W 233
 FC0205  PID         -  FC0205
 FC0205  STATE/COUNTY-  TN/LOUDON
 FC0205  USGS QUAD   -  LENOIR CITY (1986)
 FC0205
 FC0205                         *CURRENT SURVEY CONTROL
 FC0205  ___________________________________________________________________
 FC0205* NAD 83(1986)-  35 52 26.     (N)    084 19 20.     (W)     SCALED    
 FC0205* NAVD 88     -       262.498  (meters)     861.21   (feet)  ADJUSTED  
 FC0205  ___________________________________________________________________
 FC0205  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0205  DYNAMIC HT  -         262.250 (meters)     860.40  (feet)  COMP
 FC0205  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 FC0205
 FC0205  VERT ORDER  -  SECOND    CLASS 0
 FC0205
 FC0205.The horizontal coordinates were scaled from a topographic map and have
 FC0205.an estimated accuracy of +/- 6 seconds.
 FC0205
 FC0205.The orthometric height was determined by differential leveling
 FC0205.and adjusted by the National Geodetic Survey in June 1991..
 FC0205
 FC0205.The geoid height was determined by GEOID03.
 FC0205
 FC0205.The dynamic height is computed by dividing the NAVD 88
 FC0205.geopotential number by the normal gravity value computed on the
 FC0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0205.degrees latitude (g = 980.6199 gals.).
 FC0205
 FC0205.The modeled gravity was interpolated from observed gravity values.
 FC0205
 FC0205;                    North         East    Units  Estimated Accuracy
 FC0205;SPC TN       -   172,220.      751,500.      MT  (+/- 180 meters Scaled)
 FC0205
 FC0205                          SUPERSEDED SURVEY CONTROL
 FC0205
 FC0205  NGVD 29 (??/??/92)  262.609  (m)          861.58   (f) ADJ UNCH    2 0
 FC0205
 FC0205.Superseded values are not recommended for survey control.
 FC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0205.See file dsdata.txt to determine how the superseded data were derived.
 FC0205
 FC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE417732(NAD 83)
 FC0205_MARKER: DB = BENCH MARK DISK
 FC0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0205_SP_SET: CULVERT
 FC0205_STAMPING: W 233 1960
 FC0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0205
 FC0205  HISTORY     - Date     Condition        Report By
 FC0205  HISTORY     - 1960     MONUMENTED       CGS
 FC0205
 FC0205                          STATION DESCRIPTION
 FC0205
 FC0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0205'7 MI NW FROM EATON CROSSROADS.
 FC0205'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0205'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0205'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 3.9
 FC0205'MILES WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 0.05
 FC0205'MILE SOUTHEAST OF AN OVER PASS OVER STATE HIGHWAY 95, AND 50 FT.
 FC0205'NORTHEAST OF THE CENTER OF THE WEST BOUND TRAFFIC LANES.  THE
 FC0205'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE WEST END OF A
 FC0205'CONCRETE CULVERT UNDER INTERSTATE 40, AND IS ABOUT 2 FT. BELOW THE
 FC0205'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2119 ***********************************************************************
 FB2119  DESIGNATION -  W 234
 FB2119  PID         -  FB2119
 FB2119  STATE/COUNTY-  TN/KNOX
 FB2119  USGS QUAD   -  KNOXVILLE (1978)
 FB2119
 FB2119                         *CURRENT SURVEY CONTROL
 FB2119  ___________________________________________________________________
 FB2119* NAD 83(1986)-  35 58 28.     (N)    083 58 31.     (W)     SCALED    
 FB2119* NAVD 88     -       292.051  (meters)     958.17   (feet)  ADJUSTED  
 FB2119  ___________________________________________________________________
 FB2119  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2119  DYNAMIC HT  -         291.779 (meters)     957.28  (feet)  COMP
 FB2119  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2119
 FB2119  VERT ORDER  -  SECOND    CLASS 0
 FB2119
 FB2119.The horizontal coordinates were scaled from a topographic map and have
 FB2119.an estimated accuracy of +/- 6 seconds.
 FB2119
 FB2119.The orthometric height was determined by differential leveling
 FB2119.and adjusted by the National Geodetic Survey in June 1991..
 FB2119
 FB2119.The geoid height was determined by GEOID03.
 FB2119
 FB2119.The dynamic height is computed by dividing the NAVD 88
 FB2119.geopotential number by the normal gravity value computed on the
 FB2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2119.degrees latitude (g = 980.6199 gals.).
 FB2119
 FB2119.The modeled gravity was interpolated from observed gravity values.
 FB2119
 FB2119;                    North         East    Units  Estimated Accuracy
 FB2119;SPC TN       -   183,970.      782,590.      MT  (+/- 180 meters Scaled)
 FB2119
 FB2119                          SUPERSEDED SURVEY CONTROL
 FB2119
 FB2119  NGVD 29 (??/??/92)  292.181  (m)          958.60   (f) ADJ UNCH    2 0
 FB2119
 FB2119.Superseded values are not recommended for survey control.
 FB2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2119.See file dsdata.txt to determine how the superseded data were derived.
 FB2119
 FB2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV317852(NAD 83)
 FB2119_MARKER: DB = BENCH MARK DISK
 FB2119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2119_SP_SET: CULVERT
 FB2119_STAMPING: W 234 1961
 FB2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2119
 FB2119  HISTORY     - Date     Condition        Report By
 FB2119  HISTORY     - 1961     MONUMENTED       CGS
 FB2119  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2119
 FB2119                          STATION DESCRIPTION
 FB2119
 FB2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2119'IN KNOXVILLE.
 FB2119'THIS MARK IS LOCATED AT THE WEST HAVEN SHOPPING CENTER IN
 FB2119'NORTHWEST KNOXVILLE, ABOUT 200 FT. WEST OF THE INTERSECTION
 FB2119'OF OAK RIDGE HIGHWAY AND SANDERSON ROAD, 49.7 FT. NORTHWEST OF
 FB2119'THE NORTHWEST CORNER OF A HOUSE AT 3906 OAK RIDGE HIGHWAY.  THE
 FB2119'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE CENTER OF THE
 FB2119'EAST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE LEADING
 FB2119'TO 3906 OAK RIDGE HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FB2119
 FB2119                          STATION RECOVERY (1982)
 FB2119
 FB2119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0699 ***********************************************************************
 GB0699  DESIGNATION -  W 235
 GB0699  PID         -  GB0699
 GB0699  STATE/COUNTY-  TN/ANDERSON
 GB0699  USGS QUAD   -  NORRIS (1990)
 GB0699
 GB0699                         *CURRENT SURVEY CONTROL
 GB0699  ___________________________________________________________________
 GB0699* NAD 83(1986)-  36 11 28.     (N)    084 06 15.     (W)     SCALED    
 GB0699* NAVD 88     -       338.296  (meters)    1109.89   (feet)  ADJUSTED  
 GB0699  ___________________________________________________________________
 GB0699  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB0699  DYNAMIC HT  -         337.992 (meters)    1108.90  (feet)  COMP
 GB0699  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GB0699
 GB0699  VERT ORDER  -  SECOND    CLASS 0
 GB0699
 GB0699.The horizontal coordinates were scaled from a topographic map and have
 GB0699.an estimated accuracy of +/- 6 seconds.
 GB0699
 GB0699.The orthometric height was determined by differential leveling
 GB0699.and adjusted by the National Geodetic Survey in June 1991..
 GB0699
 GB0699.The geoid height was determined by GEOID03.
 GB0699
 GB0699.The dynamic height is computed by dividing the NAVD 88
 GB0699.geopotential number by the normal gravity value computed on the
 GB0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0699.degrees latitude (g = 980.6199 gals.).
 GB0699
 GB0699.The modeled gravity was interpolated from observed gravity values.
 GB0699
 GB0699;                    North         East    Units  Estimated Accuracy
 GB0699;SPC TN       -   207,770.      770,510.      MT  (+/- 180 meters Scaled)
 GB0699
 GB0699                          SUPERSEDED SURVEY CONTROL
 GB0699
 GB0699  NGVD 29 (??/??/92)  338.409  (m)         1110.26   (f) ADJ UNCH    2 0
 GB0699
 GB0699.Superseded values are not recommended for survey control.
 GB0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0699.See file dsdata.txt to determine how the superseded data were derived.
 GB0699
 GB0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603090(NAD 83)
 GB0699_MARKER: DB = BENCH MARK DISK
 GB0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0699_STAMPING: W 235 1961
 GB0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0699+STABILITY: SURFACE MOTION
 GB0699
 GB0699  HISTORY     - Date     Condition        Report By
 GB0699  HISTORY     - 1961     MONUMENTED       CGS
 GB0699  HISTORY     - 1972     MARK NOT FOUND   TVA
 GB0699
 GB0699                          STATION DESCRIPTION
 GB0699
 GB0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0699'5.7 MI NW FROM NORRIS.
 GB0699'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0699'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0699'THEN 1.0 MILE NORTHWEST ON A GRAVELED ROAD, THEN 1.7 MILES
 GB0699'NORTHEAST ON A PAVED AND GRAVELED ROAD TO A BARN.  THE BENCH MARK
 GB0699'IS ABOUT 110 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN,
 GB0699'ABOUT 90 FT. NORTH AND ACROSS THE ROAD FROM A HOUSE, 41 FT. WEST
 GB0699'OF THE CENTER OF A TRACK ROAD, 19 FT. NORTH OF THE CENTER OF A
 GB0699'PAVED ROAD, 0.8 FT. NORTH OF A FENCE, AND 2.0 FT. WEST OF A
 GB0699'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB0699'6 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 GB0699
 GB0699                          STATION RECOVERY (1972)
 GB0699
 GB0699'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2432 ***********************************************************************
 GA2432  DESIGNATION -  W 236
 GA2432  PID         -  GA2432
 GA2432  STATE/COUNTY-  TN/KNOX
 GA2432  USGS QUAD   -  JOHN SEVIER (1992)
 GA2432
 GA2432                         *CURRENT SURVEY CONTROL
 GA2432  ___________________________________________________________________
 GA2432* NAD 83(1986)-  36 00 17.     (N)    083 45 07.     (W)     SCALED    
 GA2432* NAVD 88     -       308.513  (meters)    1012.18   (feet)  ADJUSTED  
 GA2432  ___________________________________________________________________
 GA2432  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2432  DYNAMIC HT  -         308.229 (meters)    1011.25  (feet)  COMP
 GA2432  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA2432
 GA2432  VERT ORDER  -  SECOND    CLASS 0
 GA2432
 GA2432.The horizontal coordinates were scaled from a topographic map and have
 GA2432.an estimated accuracy of +/- 6 seconds.
 GA2432
 GA2432.The orthometric height was determined by differential leveling
 GA2432.and adjusted by the National Geodetic Survey in June 1991..
 GA2432
 GA2432.The geoid height was determined by GEOID03.
 GA2432
 GA2432.The dynamic height is computed by dividing the NAVD 88
 GA2432.geopotential number by the normal gravity value computed on the
 GA2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2432.degrees latitude (g = 980.6199 gals.).
 GA2432
 GA2432.The modeled gravity was interpolated from observed gravity values.
 GA2432
 GA2432;                    North         East    Units  Estimated Accuracy
 GA2432;SPC TN       -   187,770.      802,650.      MT  (+/- 180 meters Scaled)
 GA2432
 GA2432                          SUPERSEDED SURVEY CONTROL
 GA2432
 GA2432  NGVD 29 (??/??/92)  308.654  (m)         1012.64   (f) ADJ UNCH    2 0
 GA2432
 GA2432.Superseded values are not recommended for survey control.
 GA2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2432.See file dsdata.txt to determine how the superseded data were derived.
 GA2432
 GA2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV519879(NAD 83)
 GA2432_MARKER: DB = BENCH MARK DISK
 GA2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2432_STAMPING: W 236 1961
 GA2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2432+STABILITY: SURFACE MOTION
 GA2432
 GA2432  HISTORY     - Date     Condition        Report By
 GA2432  HISTORY     - 1961     MONUMENTED       CGS
 GA2432  HISTORY     - 1972     GOOD             NGS
 GA2432
 GA2432                          STATION DESCRIPTION
 GA2432
 GA2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2432'2.5 MI SW FROM TRENTVILLE.
 GA2432'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 70, 11E,
 GA2432'25W, AND STRAW PLAINS PIKE IN THE COMMUNITY OF TRENTVILLE EAST
 GA2432'OF KNOXVILLE, TURN SHARP RIGHT, SOUTHWESTERLY, ON STRAW PLAINS
 GA2432'PIKE AND GO 2.35 MILES TO WOODALE CHURCH ROAD ON THE LEFT, THENCE
 GA2432'LEFT, SOUTHEASTERLY ALONG WOODALE ROAD FOR 0.9 OF A MILE TO
 GA2432'THE MARK ON THE RIGHT.  IT IS 113 FEET WEST OF THE WEST SIDE OF
 GA2432'A LARGE SILO IN A FARM LOT, 21 FEET NORTHEAST OF THE APPROXIMATE
 GA2432'CENTER OF WOODALE ROAD, 4.5 FEET NORTHEAST OF A FENCE CORNER
 GA2432'POST, 1.7 FEET NORTHWEST OF A FENCE, AND 1.0 FOOT SOUTHEAST
 GA2432'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GA2432'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GA2432'3 INCHES AND THE DISK IS STAMPED W 236 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2008 ***********************************************************************
 GA2008  DESIGNATION -  W 237
 GA2008  PID         -  GA2008
 GA2008  STATE/COUNTY-  TN/JEFFERSON
 GA2008  USGS QUAD   -  WHITE PINE (1961)
 GA2008
 GA2008                         *CURRENT SURVEY CONTROL
 GA2008  ___________________________________________________________________
 GA2008* NAD 83(1986)-  36 03 11.     (N)    083 21 29.     (W)     SCALED    
 GA2008* NAVD 88     -       348.320  (meters)    1142.78   (feet)  ADJUSTED  
 GA2008  ___________________________________________________________________
 GA2008  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2008  DYNAMIC HT  -         347.994 (meters)    1141.71  (feet)  COMP
 GA2008  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 GA2008
 GA2008  VERT ORDER  -  SECOND    CLASS 0
 GA2008
 GA2008.The horizontal coordinates were scaled from a topographic map and have
 GA2008.an estimated accuracy of +/- 6 seconds.
 GA2008
 GA2008.The orthometric height was determined by differential leveling
 GA2008.and adjusted by the National Geodetic Survey in June 1991..
 GA2008
 GA2008.The geoid height was determined by GEOID03.
 GA2008
 GA2008.The dynamic height is computed by dividing the NAVD 88
 GA2008.geopotential number by the normal gravity value computed on the
 GA2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2008.degrees latitude (g = 980.6199 gals.).
 GA2008
 GA2008.The modeled gravity was interpolated from observed gravity values.
 GA2008
 GA2008;                    North         East    Units  Estimated Accuracy
 GA2008;SPC TN       -   194,020.      838,010.      MT  (+/- 180 meters Scaled)
 GA2008
 GA2008                          SUPERSEDED SURVEY CONTROL
 GA2008
 GA2008  NGVD 29 (??/??/92)  348.478  (m)         1143.30   (f) ADJ UNCH    2 0
 GA2008
 GA2008.Superseded values are not recommended for survey control.
 GA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2008.See file dsdata.txt to determine how the superseded data were derived.
 GA2008
 GA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV875924(NAD 83)
 GA2008_MARKER: DB = BENCH MARK DISK
 GA2008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2008_SP_SET: OVERPASS
 GA2008_STAMPING: W 237 1961
 GA2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2008
 GA2008  HISTORY     - Date     Condition        Report By
 GA2008  HISTORY     - 1961     MONUMENTED       CGS
 GA2008
 GA2008                          STATION DESCRIPTION
 GA2008
 GA2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2008'13.1 MI NW FROM NEWPORT.
 GA2008'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2008'U.S. HIGHWAY 40, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 8.6 MILES
 GA2008'NORTHWEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS.  THE BENCH
 GA2008'MARK IS 1.0 MILE NORTHWEST OF THE JUNCTION OF INTERSTATE 40 AND
 GA2008'STATE HIGHWAY 66A.  THE DISK IS CEMENTED VERTICALLY IN A DRILL
 GA2008'HOLE IN THE WEST FACE OF THE NORTH CENTER PIER OF THE OVERPASS AND
 GA2008'IS 3.3 FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1394 ***********************************************************************
 FB1394  DESIGNATION -  W 238
 FB1394  PID         -  FB1394
 FB1394  STATE/COUNTY-  TN/COCKE
 FB1394  USGS QUAD   -  NEWPORT (1992)
 FB1394
 FB1394                         *CURRENT SURVEY CONTROL
 FB1394  ___________________________________________________________________
 FB1394* NAD 83(1986)-  35 56 08.     (N)    083 12 04.     (W)     SCALED    
 FB1394* NAVD 88     -       379.618  (meters)    1245.46   (feet)  ADJUSTED  
 FB1394  ___________________________________________________________________
 FB1394  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1394  DYNAMIC HT  -         379.259 (meters)    1244.29  (feet)  COMP
 FB1394  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FB1394
 FB1394  VERT ORDER  -  SECOND    CLASS 0
 FB1394
 FB1394.The horizontal coordinates were scaled from a topographic map and have
 FB1394.an estimated accuracy of +/- 6 seconds.
 FB1394
 FB1394.The orthometric height was determined by differential leveling
 FB1394.and adjusted by the National Geodetic Survey in June 1991..
 FB1394
 FB1394.The geoid height was determined by GEOID03.
 FB1394
 FB1394.The dynamic height is computed by dividing the NAVD 88
 FB1394.geopotential number by the normal gravity value computed on the
 FB1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1394.degrees latitude (g = 980.6199 gals.).
 FB1394
 FB1394.The modeled gravity was interpolated from observed gravity values.
 FB1394
 FB1394;                    North         East    Units  Estimated Accuracy
 FB1394;SPC TN       -   181,380.      852,520.      MT  (+/- 180 meters Scaled)
 FB1394
 FB1394                          SUPERSEDED SURVEY CONTROL
 FB1394
 FB1394  NGVD 29 (??/??/92)  379.790  (m)         1246.03   (f) ADJ UNCH    2 0
 FB1394
 FB1394.Superseded values are not recommended for survey control.
 FB1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1394.See file dsdata.txt to determine how the superseded data were derived.
 FB1394
 FB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV014790(NAD 83)
 FB1394_MARKER: DB = BENCH MARK DISK
 FB1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1394_STAMPING: W 238 1961
 FB1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1394+STABILITY: SURFACE MOTION
 FB1394
 FB1394  HISTORY     - Date     Condition        Report By
 FB1394  HISTORY     - 1961     MONUMENTED       CGS
 FB1394
 FB1394                          STATION DESCRIPTION
 FB1394
 FB1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1394'3 MI S FROM NEWPORT.
 FB1394'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE HIGHWAY
 FB1394'32 IN THE WEST SECTION OF NEWPORT, GO 2.5 MILES SOUTH ON STATE
 FB1394'HIGHWAY 32 TO A DRIVE-IN RESTAURANT ON THE RIGHT AND A T JUNCTION
 FB1394'OF A GRAVELED ROAD LEADING EAST, THEN GO EAST ON THE GRAVELED ROAD
 FB1394'FOR 0.45 MILE.  THE BENCH MARK IS 0.15 MILE EAST OF A T JUNCTION,
 FB1394'ABOUT 238 FT. WEST OF A POWER LINE POLE IN FRONT OF A HOUSE,
 FB1394'ABOUT 100 FT. SOUTH AND ACROSS THE ROAD FROM A LARGE WHITE OAK
 FB1394'TREE, 18 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 2.0
 FB1394'FT. EAST OF A WITNESS SIGN, AND 0.8 FT. NORTHWEST OF A FENCE.  THE
 FB1394'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 FB1394'IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1402 ***********************************************************************
 FB1402  DESIGNATION -  W 239
 FB1402  PID         -  FB1402
 FB1402  STATE/COUNTY-  TN/COCKE
 FB1402  USGS QUAD   -  HARTFORD (1968)
 FB1402
 FB1402                         *CURRENT SURVEY CONTROL
 FB1402  ___________________________________________________________________
 FB1402* NAD 83(1986)-  35 51 19.     (N)    083 11 13.     (W)     SCALED    
 FB1402* NAVD 88     -       353.671  (meters)    1160.34   (feet)  ADJUSTED  
 FB1402  ___________________________________________________________________
 FB1402  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FB1402  DYNAMIC HT  -         353.331 (meters)    1159.22  (feet)  COMP
 FB1402  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 FB1402
 FB1402  VERT ORDER  -  SECOND    CLASS 0
 FB1402
 FB1402.The horizontal coordinates were scaled from a topographic map and have
 FB1402.an estimated accuracy of +/- 6 seconds.
 FB1402
 FB1402.The orthometric height was determined by differential leveling
 FB1402.and adjusted by the National Geodetic Survey in June 1991..
 FB1402
 FB1402.The geoid height was determined by GEOID03.
 FB1402
 FB1402.The dynamic height is computed by dividing the NAVD 88
 FB1402.geopotential number by the normal gravity value computed on the
 FB1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1402.degrees latitude (g = 980.6199 gals.).
 FB1402
 FB1402.The modeled gravity was interpolated from observed gravity values.
 FB1402
 FB1402;                    North         East    Units  Estimated Accuracy
 FB1402;SPC TN       -   172,510.      854,050.      MT  (+/- 180 meters Scaled)
 FB1402
 FB1402                          SUPERSEDED SURVEY CONTROL
 FB1402
 FB1402  NGVD 29 (??/??/92)  353.827  (m)         1160.85   (f) ADJ UNCH    2 0
 FB1402
 FB1402.Superseded values are not recommended for survey control.
 FB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1402.See file dsdata.txt to determine how the superseded data were derived.
 FB1402
 FB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV025701(NAD 83)
 FB1402_MARKER: DB = BENCH MARK DISK
 FB1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1402_STAMPING: W 239 1961
 FB1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1402+STABILITY: SURFACE MOTION
 FB1402
 FB1402  HISTORY     - Date     Condition        Report By
 FB1402  HISTORY     - 1961     MONUMENTED       CGS
 FB1402
 FB1402                          STATION DESCRIPTION
 FB1402
 FB1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1402'5.8 MI NW FROM HARTFORD.
 FB1402'FROM THE POST OFFICE IN HARTFORD, GO 5.75 MILES NORTHWEST ON
 FB1402'PIGEON RIVER ROAD.  THE BENCH MARK IS ABOUT 0.6 MILE NORTH OF THE
 FB1402'SMALL COMMUNITY OF DENTON, 0.1 MILE NORTH OF A TEXACO SERVICE
 FB1402'STATION, ABOUT 90 FT. NORTHEAST AND ACROSS THE ROAD FROM A HOUSE,
 FB1402'25 FT. EAST OF THE CENTER OF PIGEON RIVER ROAD, 23 FT. NORTH OF
 FB1402'A POWER LINE POLE WITH TRANSFORMER, 2.3 FT. EAST OF A FENCE, AND
 FB1402'2.8 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FB1402'A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 1 FT. ABOVE
 FB1402'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1663 ***********************************************************************
 GC1663  DESIGNATION -  W 24
 GC1663  PID         -  GC1663
 GC1663  STATE/COUNTY-  TN/HOUSTON
 GC1663  USGS QUAD   -  ERIN (1981)
 GC1663
 GC1663                         *CURRENT SURVEY CONTROL
 GC1663  ___________________________________________________________________
 GC1663* NAD 83(1986)-  36 19 14.     (N)    087 40 50.     (W)     SCALED    
 GC1663* NAVD 88     -       126.270  (meters)     414.27   (feet)  ADJUSTED  
 GC1663  ___________________________________________________________________
 GC1663  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC1663  DYNAMIC HT  -         126.164 (meters)     413.92  (feet)  COMP
 GC1663  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GC1663
 GC1663  VERT ORDER  -  SECOND    CLASS 0
 GC1663
 GC1663.The horizontal coordinates were scaled from a topographic map and have
 GC1663.an estimated accuracy of +/- 6 seconds.
 GC1663
 GC1663.The orthometric height was determined by differential leveling
 GC1663.and adjusted by the National Geodetic Survey in June 1991..
 GC1663
 GC1663.The geoid height was determined by GEOID03.
 GC1663
 GC1663.The dynamic height is computed by dividing the NAVD 88
 GC1663.geopotential number by the normal gravity value computed on the
 GC1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1663.degrees latitude (g = 980.6199 gals.).
 GC1663
 GC1663.The modeled gravity was interpolated from observed gravity values.
 GC1663
 GC1663;                    North         East    Units  Estimated Accuracy
 GC1663;SPC TN       -   221,780.      449,100.      MT  (+/- 180 meters Scaled)
 GC1663
 GC1663                          SUPERSEDED SURVEY CONTROL
 GC1663
 GC1663  NGVD 29 (??/??/92)  126.313  (m)          414.41   (f) ADJ UNCH    2 0
 GC1663
 GC1663.Superseded values are not recommended for survey control.
 GC1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1663.See file dsdata.txt to determine how the superseded data were derived.
 GC1663
 GC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF389197(NAD 83)
 GC1663_MARKER: DB = BENCH MARK DISK
 GC1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1663_STAMPING: 414.648 W 24 1934
 GC1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1663+STABILITY: SURFACE MOTION
 GC1663
 GC1663  HISTORY     - Date     Condition        Report By
 GC1663  HISTORY     - 1934     MONUMENTED       CGS
 GC1663  HISTORY     - 1987     GOOD             USPSQD
 GC1663
 GC1663                          STATION DESCRIPTION
 GC1663
 GC1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1663'0.8 MI E FROM ERIN.
 GC1663'0.8 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1663'THE STATION AT ERIN, HOUSTON COUNTY, 300 YARDS NORTHEAST OF
 GC1663'MILEPOST 205 AND THE OVERPASS OF STATE HIGHWAY 49, AT A ROAD
 GC1663'CROSSING, SOUTHWEST ACROSS THE TRACK FROM A BALL FIELD, 12
 GC1663'YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7 YARDS SOUTHWEST
 GC1663'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE.  A STANDARD DISK,
 GC1663'STAMPED 414.648 W 24 1934 AND SET IN THE TOP OF A CONCRETE
 GC1663'POST.
 GC1663
 GC1663                          STATION RECOVERY (1987)
 GC1663
 GC1663'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1044 ***********************************************************************
 GA1044  DESIGNATION -  W 240
 GA1044  PID         -  GA1044
 GA1044  STATE/COUNTY-  TN/GREENE
 GA1044  USGS QUAD   -  MC CLOUD (1961)
 GA1044
 GA1044                         *CURRENT SURVEY CONTROL
 GA1044  ___________________________________________________________________
 GA1044* NAD 83(1986)-  36 17 26.     (N)    082 53 24.     (W)     SCALED    
 GA1044* NAVD 88     -       356.146  (meters)    1168.46   (feet)  ADJUSTED  
 GA1044  ___________________________________________________________________
 GA1044  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1044  DYNAMIC HT  -         355.817 (meters)    1167.38  (feet)  COMP
 GA1044  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA1044
 GA1044  VERT ORDER  -  SECOND    CLASS 0
 GA1044
 GA1044.The horizontal coordinates were scaled from a topographic map and have
 GA1044.an estimated accuracy of +/- 6 seconds.
 GA1044
 GA1044.The orthometric height was determined by differential leveling
 GA1044.and adjusted by the National Geodetic Survey in June 1991..
 GA1044
 GA1044.The geoid height was determined by GEOID03.
 GA1044
 GA1044.The dynamic height is computed by dividing the NAVD 88
 GA1044.geopotential number by the normal gravity value computed on the
 GA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1044.degrees latitude (g = 980.6199 gals.).
 GA1044
 GA1044.The modeled gravity was interpolated from observed gravity values.
 GA1044
 GA1044;                    North         East    Units  Estimated Accuracy
 GA1044;SPC TN       -   221,590.      879,320.      MT  (+/- 180 meters Scaled)
 GA1044
 GA1044                          SUPERSEDED SURVEY CONTROL
 GA1044
 GA1044  NGVD 29 (??/??/92)  356.294  (m)         1168.94   (f) ADJ UNCH    2 0
 GA1044
 GA1044.Superseded values are not recommended for survey control.
 GA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1044.See file dsdata.txt to determine how the superseded data were derived.
 GA1044
 GA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA302178(NAD 83)
 GA1044_MARKER: DB = BENCH MARK DISK
 GA1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1044_STAMPING: W 240 1961
 GA1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1044+STABILITY: SURFACE MOTION
 GA1044
 GA1044  HISTORY     - Date     Condition        Report By
 GA1044  HISTORY     - 1961     MONUMENTED       CGS
 GA1044  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1044
 GA1044                          STATION DESCRIPTION
 GA1044
 GA1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1044'4.9 MI SW FROM BAILEYTON.
 GA1044'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 4.45 MILES SOUTHWEST ON
 GA1044'ROMEO ROAD TO THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST,
 GA1044'THEN GO 0.45 MILE SOUTHEAST ON THE GRAVELED ROAD TO A SHARP CURVE
 GA1044'AND THE T JUNCTION OF A DRIVE LEADING TO A FARM.  THE BENCH MARK
 GA1044'IS ABOUT 0.15 MILE SOUTH OF PROPOSED INTERSTATE HIGHWAY 81, 27 FT.
 GA1044'NORTH OF THE CENTER OF THE GRAVELED ROAD, 18.7 FT. EAST OF A
 GA1044'GUY POLE FOR A POWER LINE POLE, AND 2.4 FT. NORTH OF A WITNESS
 GA1044'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 GA1044'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
 GA1044
 GA1044                          STATION RECOVERY (1980)
 GA1044
 GA1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1089 ***********************************************************************
 GA1089  DESIGNATION -  W 241
 GA1089  PID         -  GA1089
 GA1089  STATE/COUNTY-  TN/SULLIVAN
 GA1089  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1089
 GA1089                         *CURRENT SURVEY CONTROL
 GA1089  ___________________________________________________________________
 GA1089* NAD 83(1986)-  36 25 41.     (N)    082 34 18.     (W)     SCALED    
 GA1089* NAVD 88     -       518.575  (meters)    1701.36   (feet)  ADJUSTED  
 GA1089  ___________________________________________________________________
 GA1089  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1089  DYNAMIC HT  -         518.092 (meters)    1699.77  (feet)  COMP
 GA1089  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 GA1089
 GA1089  VERT ORDER  -  SECOND    CLASS 0
 GA1089
 GA1089.The horizontal coordinates were scaled from a topographic map and have
 GA1089.an estimated accuracy of +/- 6 seconds.
 GA1089
 GA1089.The orthometric height was determined by differential leveling
 GA1089.and adjusted by the National Geodetic Survey in June 1991..
 GA1089
 GA1089.The geoid height was determined by GEOID03.
 GA1089
 GA1089.The dynamic height is computed by dividing the NAVD 88
 GA1089.geopotential number by the normal gravity value computed on the
 GA1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1089.degrees latitude (g = 980.6199 gals.).
 GA1089
 GA1089.The modeled gravity was interpolated from observed gravity values.
 GA1089
 GA1089;                    North         East    Units  Estimated Accuracy
 GA1089;SPC TN       -   237,800.      907,370.      MT  (+/- 180 meters Scaled)
 GA1089
 GA1089                          SUPERSEDED SURVEY CONTROL
 GA1089
 GA1089  NGVD 29 (??/??/92)  518.713  (m)         1701.81   (f) ADJ UNCH    2 0
 GA1089
 GA1089.Superseded values are not recommended for survey control.
 GA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1089.See file dsdata.txt to determine how the superseded data were derived.
 GA1089
 GA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA591325(NAD 83)
 GA1089_MARKER: DB = BENCH MARK DISK
 GA1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1089_STAMPING: W 241 1961
 GA1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1089+STABILITY: SURFACE MOTION
 GA1089
 GA1089  HISTORY     - Date     Condition        Report By
 GA1089  HISTORY     - 1961     MONUMENTED       CGS
 GA1089
 GA1089                          STATION DESCRIPTION
 GA1089
 GA1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1089'3.6 MI E FROM FALL BRANCH.
 GA1089'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1089'STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 3.1 MILES NORTHEAST ON
 GA1089'A PAVED ROAD TO THE WASHINGTON-SULLIVAN COUNTY LINE.  THE BENCH
 GA1089'MARK IS JUST NORTH OF THE COUNTY LINE, 76 FT. SOUTHEAST OF THE
 GA1089'SOUTHEAST CORNER OF A WHITE SHINGLE HOUSE, 71 FT. NORTHEAST OF
 GA1089'THE CENTER OF DRIVE-WAY LEADING TO THE HOUSE, 23 FT. NORTHWEST OF
 GA1089'THE CENTER OF THE ROAD, AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE
 GA1089'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS
 GA1089'ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0534 ***********************************************************************
 FC0534  DESIGNATION -  W 242
 FC0534  PID         -  FC0534
 FC0534  STATE/COUNTY-  TN/MCMINN
 FC0534  USGS QUAD   -  RICEVILLE (1990)
 FC0534
 FC0534                         *CURRENT SURVEY CONTROL
 FC0534  ___________________________________________________________________
 FC0534* NAD 83(1986)-  35 28 52.     (N)    084 37 47.     (W)     SCALED    
 FC0534* NAVD 88     -       255.773  (meters)     839.15   (feet)  ADJUSTED  
 FC0534  ___________________________________________________________________
 FC0534  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0534  DYNAMIC HT  -         255.522 (meters)     838.33  (feet)  COMP
 FC0534  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 FC0534
 FC0534  VERT ORDER  -  SECOND    CLASS 0
 FC0534
 FC0534.The horizontal coordinates were scaled from a topographic map and have
 FC0534.an estimated accuracy of +/- 6 seconds.
 FC0534
 FC0534.The orthometric height was determined by differential leveling
 FC0534.and adjusted by the National Geodetic Survey in June 1991..
 FC0534
 FC0534.The geoid height was determined by GEOID03.
 FC0534
 FC0534.The dynamic height is computed by dividing the NAVD 88
 FC0534.geopotential number by the normal gravity value computed on the
 FC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0534.degrees latitude (g = 980.6199 gals.).
 FC0534
 FC0534.The modeled gravity was interpolated from observed gravity values.
 FC0534
 FC0534;                    North         East    Units  Estimated Accuracy
 FC0534;SPC TN       -   128,220.      724,350.      MT  (+/- 180 meters Scaled)
 FC0534
 FC0534                          SUPERSEDED SURVEY CONTROL
 FC0534
 FC0534  NGVD 29 (??/??/92)  255.841  (m)          839.37   (f) ADJ UNCH    2 0
 FC0534
 FC0534.Superseded values are not recommended for survey control.
 FC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0534.See file dsdata.txt to determine how the superseded data were derived.
 FC0534
 FC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE150289(NAD 83)
 FC0534_MARKER: DB = BENCH MARK DISK
 FC0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0534_STAMPING: W 242 1961
 FC0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0534+STABILITY: SURFACE MOTION
 FC0534
 FC0534  HISTORY     - Date     Condition        Report By
 FC0534  HISTORY     - 1961     MONUMENTED       CGS
 FC0534  HISTORY     - 1964     GOOD             NGS
 FC0534
 FC0534                          STATION DESCRIPTION
 FC0534
 FC0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0534'3 MI N FROM ATHENS.
 FC0534'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 30 IN THE
 FC0534'WESTERN EDGE OF ATHENS, GO WEST ON STATE HIGHWAY 30 FOR 1.3 MILES
 FC0534'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.6 MILE TO A SIDE
 FC0534'ROAD RIGHT.  TURN RIGHT AND GO 1.1 MILES TO THE MARK ON THE LEFT.
 FC0534'ABOUT 600 FEET SOUTHEAST OF THE INTERSTATE HIGHWAY, 34 FEET NORTH
 FC0534'OF CENTER LINE OF PAVED ROAD, 15 FEET NORTH OF A FENCE CORNER, 15
 FC0534'FEET WEST OF A TRACK ROAD, 1.2 FEET EAST OF A FENCE, 2.7 FEET
 FC0534'NORTH OF A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FC0534'POST PROJECTING 4 INCHES AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 FC0534'ROAD.
 FC0534
 FC0534                          STATION RECOVERY (1964)
 FC0534
 FC0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0562 ***********************************************************************
 FC0562  DESIGNATION -  W 243
 FC0562  PID         -  FC0562
 FC0562  STATE/COUNTY-  TN/MCMINN
 FC0562  USGS QUAD   -  CALHOUN (1980)
 FC0562
 FC0562                         *CURRENT SURVEY CONTROL
 FC0562  ___________________________________________________________________
 FC0562* NAD 83(1986)-  35 21 49.     (N)    084 44 46.     (W)     SCALED    
 FC0562* NAVD 88     -       229.347  (meters)     752.45   (feet)  ADJUSTED  
 FC0562  ___________________________________________________________________
 FC0562  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0562  DYNAMIC HT  -         229.123 (meters)     751.71  (feet)  COMP
 FC0562  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0562
 FC0562  VERT ORDER  -  SECOND    CLASS 0
 FC0562
 FC0562.The horizontal coordinates were scaled from a topographic map and have
 FC0562.an estimated accuracy of +/- 6 seconds.
 FC0562
 FC0562.The orthometric height was determined by differential leveling
 FC0562.and adjusted by the National Geodetic Survey in June 1991..
 FC0562
 FC0562.The geoid height was determined by GEOID03.
 FC0562
 FC0562.The dynamic height is computed by dividing the NAVD 88
 FC0562.geopotential number by the normal gravity value computed on the
 FC0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0562.degrees latitude (g = 980.6199 gals.).
 FC0562
 FC0562.The modeled gravity was interpolated from observed gravity values.
 FC0562
 FC0562;                    North         East    Units  Estimated Accuracy
 FC0562;SPC TN       -   115,040.      713,950.      MT  (+/- 180 meters Scaled)
 FC0562
 FC0562                          SUPERSEDED SURVEY CONTROL
 FC0562
 FC0562  NGVD 29 (??/??/92)  229.405  (m)          752.64   (f) ADJ UNCH    2 0
 FC0562
 FC0562.Superseded values are not recommended for survey control.
 FC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0562.See file dsdata.txt to determine how the superseded data were derived.
 FC0562
 FC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE047156(NAD 83)
 FC0562_MARKER: DB = BENCH MARK DISK
 FC0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0562_STAMPING: W 243 1961
 FC0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0562+STABILITY: SURFACE MOTION
 FC0562
 FC0562  HISTORY     - Date     Condition        Report By
 FC0562  HISTORY     - 1961     MONUMENTED       CGS
 FC0562
 FC0562                          STATION DESCRIPTION
 FC0562
 FC0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0562'2.7 MI NW FROM SANFORD.
 FC0562'FROM THE CROSS ROADS AND RAILROAD SIDING AT SANFORD, GO NORTHWEST
 FC0562'ON AN OILED ROAD FOR 2.7 MILES, PASSING THE SANFORD CHURCH,
 FC0562'TO THE MARK ON THE RIGHT IN THE NORTHWEST CORNER OF MR. K. PERRYS
 FC0562'FRONT YARD.  ABOUT 500 FEET NORTHWEST OF INTERSTATE HIGHWAY
 FC0562'75, 51 FEET EAST OF CENTER LINE OF OIL ROAD, 28 FEET EAST OF
 FC0562'12 INCH CEDAR TREE, 2.4 FEET WEST OF WITNESS SIGN AND 1.2 FEET
 FC0562'SOUTH OF A NEW FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FC0562'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1218 ***********************************************************************
 FC1218  DESIGNATION -  W 244
 FC1218  PID         -  FC1218
 FC1218  STATE/COUNTY-  TN/HAMILTON
 FC1218  USGS QUAD   -  OOLTEWAH (1976)
 FC1218
 FC1218                         *CURRENT SURVEY CONTROL
 FC1218  ___________________________________________________________________
 FC1218* NAD 83(1986)-  35 04 50.     (N)    085 03 08.     (W)     SCALED    
 FC1218* NAVD 88     -       232.449  (meters)     762.63   (feet)  ADJUSTED  
 FC1218  ___________________________________________________________________
 FC1218  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1218  DYNAMIC HT  -         232.216 (meters)     761.86  (feet)  COMP
 FC1218  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 FC1218
 FC1218  VERT ORDER  -  FIRST     CLASS II
 FC1218
 FC1218.The horizontal coordinates were scaled from a topographic map and have
 FC1218.an estimated accuracy of +/- 6 seconds.
 FC1218
 FC1218.The orthometric height was determined by differential leveling
 FC1218.and adjusted by the National Geodetic Survey in June 1991..
 FC1218
 FC1218.The geoid height was determined by GEOID03.
 FC1218
 FC1218.The dynamic height is computed by dividing the NAVD 88
 FC1218.geopotential number by the normal gravity value computed on the
 FC1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1218.degrees latitude (g = 980.6199 gals.).
 FC1218
 FC1218.The modeled gravity was interpolated from observed gravity values.
 FC1218
 FC1218;                    North         East    Units  Estimated Accuracy
 FC1218;SPC TN       -    83,320.      686,440.      MT  (+/- 180 meters Scaled)
 FC1218
 FC1218                          SUPERSEDED SURVEY CONTROL
 FC1218
 FC1218  NGVD 29 (??/??/92)  232.465  (m)          762.68   (f) ADJ UNCH    1 2
 FC1218
 FC1218.Superseded values are not recommended for survey control.
 FC1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1218.See file dsdata.txt to determine how the superseded data were derived.
 FC1218
 FC1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD775837(NAD 83)
 FC1218_MARKER: DB = BENCH MARK DISK
 FC1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1218_SP_SET: CULVERT
 FC1218_STAMPING: W 244 1961
 FC1218_MARK LOGO: CGS   
 FC1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1218+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 FC1218
 FC1218  HISTORY     - Date     Condition        Report By
 FC1218  HISTORY     - 1961     MONUMENTED       CGS
 FC1218  HISTORY     - 1962     GOOD             NGS
 FC1218  HISTORY     - 1972     GOOD             TVA
 FC1218  HISTORY     - 1983     GOOD             NGS
 FC1218  HISTORY     - 20040816 GOOD             TVA
 FC1218
 FC1218                          STATION DESCRIPTION
 FC1218
 FC1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1218'0.5 MI E FROM OOLTEWAH.
 FC1218'TO REACH THE MARK FROM THE JUNCTION OF GEORGETOWN PIKE AND U.S.
 FC1218'HIGHWAY 11 IN OOLTEWAH GO EAST ON U.S. HIGHWAY 11 0.5 MILE TO
 FC1218'THE MARK SET IN THE APPROXIMATE CENTER OF NORTH HEADWALL OF CULVERT
 FC1218'UNDER U.S. HIGHWAY 11, 41 FEET NORTH OF WEST BOUND LANES, 23
 FC1218'FEET WEST OF DRIVEWAY LEADING TO ABANDED HOUSE, 15 FEET NORTH
 FC1218'OF A 8 INCH SQUARE POST, A STANDARD DISK SET IN A CULVERT AND IS
 FC1218'ABOUT ONE FOOT BELOW THE LEVEL OF THE ROAD.
 FC1218
 FC1218                          STATION RECOVERY (1972)
 FC1218
 FC1218'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1218'RECOVERED IN GOOD CONDITION.
 FC1218
 FC1218                          STATION RECOVERY (1983)
 FC1218
 FC1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1218'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 15 FEET NORTH OF A 8 INCH
 FC1218'SQUARE POST.
 FC1218'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 FC1218
 FC1218                          STATION RECOVERY (2004)
 FC1218
 FC1218'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FC1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1274 ***********************************************************************
 FC1274  DESIGNATION -  W 245
 FC1274  PID         -  FC1274
 FC1274  STATE/COUNTY-  TN/HAMILTON
 FC1274  USGS QUAD   -  CHATTANOOGA (1976)
 FC1274
 FC1274                         *CURRENT SURVEY CONTROL
 FC1274  ___________________________________________________________________
 FC1274* NAD 83(1986)-  35 01 13.     (N)    085 15 28.     (W)     SCALED    
 FC1274* NAVD 88     -       262.440  (meters)     861.02   (feet)  ADJUSTED  
 FC1274  ___________________________________________________________________
 FC1274  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1274  DYNAMIC HT  -         262.181 (meters)     860.17  (feet)  COMP
 FC1274  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 FC1274
 FC1274  VERT ORDER  -  FIRST     CLASS II
 FC1274
 FC1274.The horizontal coordinates were scaled from a topographic map and have
 FC1274.an estimated accuracy of +/- 6 seconds.
 FC1274
 FC1274.The orthometric height was determined by differential leveling
 FC1274.and adjusted by the National Geodetic Survey in June 1991..
 FC1274
 FC1274.The geoid height was determined by GEOID03.
 FC1274
 FC1274.The dynamic height is computed by dividing the NAVD 88
 FC1274.geopotential number by the normal gravity value computed on the
 FC1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1274.degrees latitude (g = 980.6199 gals.).
 FC1274
 FC1274.The modeled gravity was interpolated from observed gravity values.
 FC1274
 FC1274;                    North         East    Units  Estimated Accuracy
 FC1274;SPC TN       -    76,480.      667,740.      MT  (+/- 180 meters Scaled)
 FC1274
 FC1274                          SUPERSEDED SURVEY CONTROL
 FC1274
 FC1274  NGVD 29 (??/??/92)  262.450  (m)          861.05   (f) ADJ UNCH    1 2
 FC1274
 FC1274.Superseded values are not recommended for survey control.
 FC1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1274.See file dsdata.txt to determine how the superseded data were derived.
 FC1274
 FC1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD589766(NAD 83)
 FC1274_MARKER: DB = BENCH MARK DISK
 FC1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1274_STAMPING: W 245 1962
 FC1274_MARK LOGO: CGS   
 FC1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1274+STABILITY: SURFACE MOTION
 FC1274
 FC1274  HISTORY     - Date     Condition        Report By
 FC1274  HISTORY     - 1962     MONUMENTED       CGS
 FC1274  HISTORY     - 1983     GOOD             NGS
 FC1274
 FC1274                          STATION DESCRIPTION
 FC1274
 FC1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1274'IN CHATTANOOGA.
 FC1274'TO REACH THE MARK FROM THE JUNCTION OF EAST MAIN STREET AND CREST
 FC1274'ROAD AT THE TOP OF MISSIONARY RIDGE GO NORTHEAST 0.2 MILE TO A
 FC1274'FIVE POINT INTERSECTION, THENCE SOUTHEAST ON NAVAJO DRIVE TO THE
 FC1274'JUNCTION OF CORNER STREET AND THE MARK IS SET IN THE LAWN OF
 FC1274'MR. THOMPSON, 107 FEET EAST OF THE JUNCTION OF NAVAJO DRIVE AND
 FC1274'CORNER STREET, 64 FEET NORTHEAST OF CORNER STREET, 32.8 FEET
 FC1274'SOUTHWEST OF NAVAJO DRIVE, 29.5 FEET NORTHWEST OF NORTH CORNER
 FC1274'OF HOUSE 3205, 9 FEET NORTHEAST OF CENTER OF DRIVEWAY LEADING
 FC1274'TO HOUSE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC1274'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE CONCRETE
 FC1274'DRIVEWAY.
 FC1274
 FC1274                          STATION RECOVERY (1983)
 FC1274
 FC1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1274'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE CORNER STREET TO NAVAJO
 FC1274'DRIVE AND NAVAJO DRIVE TO CORNER STREET IN MEASURED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1798 ***********************************************************************
 GA1798  DESIGNATION -  W 246
 GA1798  PID         -  GA1798
 GA1798  STATE/COUNTY-  TN/HAMBLEN
 GA1798  USGS QUAD   -  MORRISTOWN (1979)
 GA1798
 GA1798                         *CURRENT SURVEY CONTROL
 GA1798  ___________________________________________________________________
 GA1798* NAD 83(1986)-  36 12 05.     (N)    083 20 02.     (W)     SCALED    
 GA1798* NAVD 88     -       406.644  (meters)    1334.13   (feet)  ADJUSTED  
 GA1798  ___________________________________________________________________
 GA1798  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1798  DYNAMIC HT  -         406.270 (meters)    1332.90  (feet)  COMP
 GA1798  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 GA1798
 GA1798  VERT ORDER  -  FIRST     CLASS I
 GA1798
 GA1798.The horizontal coordinates were scaled from a topographic map and have
 GA1798.an estimated accuracy of +/- 6 seconds.
 GA1798
 GA1798.The orthometric height was determined by differential leveling
 GA1798.and adjusted by the National Geodetic Survey in June 1991..
 GA1798
 GA1798.The geoid height was determined by GEOID03.
 GA1798
 GA1798.The dynamic height is computed by dividing the NAVD 88
 GA1798.geopotential number by the normal gravity value computed on the
 GA1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1798.degrees latitude (g = 980.6199 gals.).
 GA1798
 GA1798.The modeled gravity was interpolated from observed gravity values.
 GA1798
 GA1798;                    North         East    Units  Estimated Accuracy
 GA1798;SPC TN       -   210,530.      839,740.      MT  (+/- 180 meters Scaled)
 GA1798
 GA1798                          SUPERSEDED SURVEY CONTROL
 GA1798
 GA1798  NGVD 29 (??/??/92)  406.771  (m)         1334.55   (f) ADJ UNCH    1 1
 GA1798
 GA1798.Superseded values are not recommended for survey control.
 GA1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1798.See file dsdata.txt to determine how the superseded data were derived.
 GA1798
 GA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA901088(NAD 83)
 GA1798_MARKER: DB = BENCH MARK DISK
 GA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1798_STAMPING: W 246 1967
 GA1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1798+STABILITY: SURFACE MOTION
 GA1798
 GA1798  HISTORY     - Date     Condition        Report By
 GA1798  HISTORY     - 1967     MONUMENTED       CGS
 GA1798
 GA1798                          STATION DESCRIPTION
 GA1798
 GA1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1798'2.4 MI W FROM MORRISTOWN.
 GA1798'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1798'MORRISTOWN, 223 FEET WEST OF THE CENTER OF THE JUNCTION OF NEW LINE
 GA1798'STREET WITH THE WEST BOUND LANE OF THE HIGHWAY, 15 FEET EAST OF THE
 GA1798'EXTENDED CENTER LINE OF A DRIVEWAY, 3 FEET NORTH OF THE NORTH
 GA1798'CURB LINE OF THE HIGHWAY, 2 1/2 FEET EAST OF POWER LINE POLE
 GA1798'30140-1520-54, ABOUT LEVEL WITH THE CURB, 1/2 FOOT ABOVE THE LEVEL
 GA1798'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW
 GA1798'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2190 ***********************************************************************
 GA2190  DESIGNATION -  W 247
 GA2190  PID         -  GA2190
 GA2190  STATE/COUNTY-  TN/JEFFERSON
 GA2190  USGS QUAD   -  NEW MARKET (1987)
 GA2190
 GA2190                         *CURRENT SURVEY CONTROL
 GA2190  ___________________________________________________________________
 GA2190* NAD 83(1986)-  36 05 52.     (N)    083 33 52.     (W)     SCALED    
 GA2190* NAVD 88     -       303.152  (meters)     994.59   (feet)  ADJUSTED  
 GA2190  ___________________________________________________________________
 GA2190  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2190  DYNAMIC HT  -         302.873 (meters)     993.68  (feet)  COMP
 GA2190  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 GA2190
 GA2190  VERT ORDER  -  FIRST     CLASS I
 GA2190
 GA2190.The horizontal coordinates were scaled from a topographic map and have
 GA2190.an estimated accuracy of +/- 6 seconds.
 GA2190
 GA2190.The orthometric height was determined by differential leveling
 GA2190.and adjusted by the National Geodetic Survey in June 1991..
 GA2190
 GA2190.The geoid height was determined by GEOID03.
 GA2190
 GA2190.The dynamic height is computed by dividing the NAVD 88
 GA2190.geopotential number by the normal gravity value computed on the
 GA2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2190.degrees latitude (g = 980.6199 gals.).
 GA2190
 GA2190.The modeled gravity was interpolated from observed gravity values.
 GA2190
 GA2190;                    North         East    Units  Estimated Accuracy
 GA2190;SPC TN       -   198,490.      819,300.      MT  (+/- 180 meters Scaled)
 GA2190
 GA2190                          SUPERSEDED SURVEY CONTROL
 GA2190
 GA2190  NGVD 29 (??/??/92)  303.287  (m)          995.03   (f) ADJ UNCH    1 1
 GA2190
 GA2190.Superseded values are not recommended for survey control.
 GA2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2190.See file dsdata.txt to determine how the superseded data were derived.
 GA2190
 GA2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV691978(NAD 83)
 GA2190_MARKER: DB = BENCH MARK DISK
 GA2190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2190_SP_SET: BRIDGE
 GA2190_STAMPING: W 247 1967
 GA2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2190
 GA2190  HISTORY     - Date     Condition        Report By
 GA2190  HISTORY     - 1967     MONUMENTED       CGS
 GA2190
 GA2190                          STATION DESCRIPTION
 GA2190
 GA2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2190'4.2 MI SW FROM JEFFERSON CITY.
 GA2190'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2190'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 0.7
 GA2190'MILE SOUTHWEST OF A BLACK TOPPED ROAD INTERSECTION AT NEW
 GA2190'MARKET, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA2190'CONCRETE GUARD RAIL BASE FOR A 90-FOOT BRIDGE OVER LOST CREEK,
 GA2190'21 FEET NORTHWEST OF THE CENTER LINE OF THE WESTBOUND LANE
 GA2190'OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 GA2190'GUARD RAIL BASE AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2235 ***********************************************************************
 GA2235  DESIGNATION -  W 248
 GA2235  PID         -  GA2235
 GA2235  STATE/COUNTY-  TN/KNOX
 GA2235  USGS QUAD   -  JOHN SEVIER (1992)
 GA2235
 GA2235                         *CURRENT SURVEY CONTROL
 GA2235  ___________________________________________________________________
 GA2235* NAD 83(1986)-  36 01 44.     (N)    083 49 54.     (W)     SCALED    
 GA2235* NAVD 88     -       265.562  (meters)     871.26   (feet)  ADJUSTED  
 GA2235  ___________________________________________________________________
 GA2235  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2235  DYNAMIC HT  -         265.318 (meters)     870.46  (feet)  COMP
 GA2235  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA2235
 GA2235  VERT ORDER  -  FIRST     CLASS I
 GA2235
 GA2235.The horizontal coordinates were scaled from a topographic map and have
 GA2235.an estimated accuracy of +/- 6 seconds.
 GA2235
 GA2235.The orthometric height was determined by differential leveling
 GA2235.and adjusted by the National Geodetic Survey in June 1991..
 GA2235
 GA2235.The geoid height was determined by GEOID03.
 GA2235
 GA2235.The dynamic height is computed by dividing the NAVD 88
 GA2235.geopotential number by the normal gravity value computed on the
 GA2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2235.degrees latitude (g = 980.6199 gals.).
 GA2235
 GA2235.The modeled gravity was interpolated from observed gravity values.
 GA2235
 GA2235;                    North         East    Units  Estimated Accuracy
 GA2235;SPC TN       -   190,290.      795,410.      MT  (+/- 180 meters Scaled)
 GA2235
 GA2235                          SUPERSEDED SURVEY CONTROL
 GA2235
 GA2235  NGVD 29 (??/??/92)  265.694  (m)          871.70   (f) ADJ UNCH    1 1
 GA2235
 GA2235.Superseded values are not recommended for survey control.
 GA2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2235.See file dsdata.txt to determine how the superseded data were derived.
 GA2235
 GA2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV448908(NAD 83)
 GA2235_MARKER: DB = BENCH MARK DISK
 GA2235_SETTING: 66 = SET IN ROCK OUTCROP
 GA2235_SP_SET: ROCK OUTCROP
 GA2235_STAMPING: W 248 1967
 GA2235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2235+STABILITY: POSITION/ELEVATION WELL
 GA2235
 GA2235  HISTORY     - Date     Condition        Report By
 GA2235  HISTORY     - 1967     MONUMENTED       CGS
 GA2235
 GA2235                          STATION DESCRIPTION
 GA2235
 GA2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2235'6.9 MI NE FROM KNOXVILLE.
 GA2235'ABOUT 6.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2235'STATION AT KNOXVILLE, ABOUT 0.25 MILE NORTHEAST OF MILEPOST 124,
 GA2235'ABOUT 5 RAILS EAST OF A GRAVELED ROAD CROSSING, SET ON THE TOP
 GA2235'OF A SLOPING OUTCROPPING ROCK WHICH IS 15 FEET LONG-AND 10 FEET
 GA2235'WIDE, ABOUT 60 FEET NORTH OF THE CENTER LINE OF A BLACK TOPPED
 GA2235'ROAD PARALLELING THE TRACK, 36 FEET SOUTH OF THE SOUTH RAIL OF
 GA2235'THE MAIN TRACK, 1/2 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 GA2235'ROCK AND 12 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0843 ***********************************************************************
 FC0843  DESIGNATION -  W 249
 FC0843  PID         -  FC0843
 FC0843  STATE/COUNTY-  TN/MORGAN
 FC0843  USGS QUAD   -  HARRIMAN (1980)
 FC0843
 FC0843                         *CURRENT SURVEY CONTROL
 FC0843  ___________________________________________________________________
 FC0843* NAD 83(1986)-  35 57 27.     (N)    084 34 27.     (W)     SCALED    
 FC0843* NAVD 88     -       237.910  (meters)     780.54   (feet)  ADJUSTED  
 FC0843  ___________________________________________________________________
 FC0843  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0843  DYNAMIC HT  -         237.692 (meters)     779.83  (feet)  COMP
 FC0843  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FC0843
 FC0843  VERT ORDER  -  FIRST     CLASS I
 FC0843
 FC0843.The horizontal coordinates were scaled from a topographic map and have
 FC0843.an estimated accuracy of +/- 6 seconds.
 FC0843
 FC0843.The orthometric height was determined by differential leveling
 FC0843.and adjusted by the National Geodetic Survey in June 1991..
 FC0843
 FC0843.The geoid height was determined by GEOID03.
 FC0843
 FC0843.The dynamic height is computed by dividing the NAVD 88
 FC0843.geopotential number by the normal gravity value computed on the
 FC0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0843.degrees latitude (g = 980.6199 gals.).
 FC0843
 FC0843.The modeled gravity was interpolated from observed gravity values.
 FC0843
 FC0843;                    North         East    Units  Estimated Accuracy
 FC0843;SPC TN       -   181,140.      728,620.      MT  (+/- 180 meters Scaled)
 FC0843
 FC0843                          SUPERSEDED SURVEY CONTROL
 FC0843
 FC0843  NGVD 29 (??/??/92)  238.025  (m)          780.92   (f) ADJ UNCH    1 1
 FC0843
 FC0843.Superseded values are not recommended for survey control.
 FC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0843.See file dsdata.txt to determine how the superseded data were derived.
 FC0843
 FC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187819(NAD 83)
 FC0843_MARKER: DB = BENCH MARK DISK
 FC0843_SETTING: 66 = SET IN ROCK OUTCROP
 FC0843_SP_SET: ROCK WALL
 FC0843_STAMPING: W 249 1968
 FC0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0843+STABILITY: POSITION/ELEVATION WELL
 FC0843
 FC0843  HISTORY     - Date     Condition        Report By
 FC0843  HISTORY     - 1968     MONUMENTED       CGS
 FC0843  HISTORY     - 1972     GOOD             TVA
 FC0843
 FC0843                          STATION DESCRIPTION
 FC0843
 FC0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0843'2.8 MI NW FROM HARRIMAN.
 FC0843'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0843'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET,
 FC0843'THENCE 1.45 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY, 0.25 MILE
 FC0843'SOUTH OF A SIGNAL GANTRY, SET VERTICALLY IN THE WEST FACE OF THE
 FC0843'EAST ROCK WALL OF A CUT FOR THE RAILROAD, 89 FEET EAST OF THE
 FC0843'EAST RAIL OF THE MAIN TRACK, 77 FEET EAST OF THE EAST RAIL OF A
 FC0843'SIDETRACK, 170 FEET SOUTHEAST OF THE EAST END OF A 24-INCH CULVERT
 FC0843'UNDER THE TRACK, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 FC0843'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 FC0843
 FC0843                          STATION RECOVERY (1972)
 FC0843
 FC0843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0028 ***********************************************************************
 FD0028  DESIGNATION -  W 25
 FD0028  PID         -  FD0028
 FD0028  STATE/COUNTY-  TN/CANNON
 FD0028  USGS QUAD   -  WOODBURY (1979)
 FD0028
 FD0028                         *CURRENT SURVEY CONTROL
 FD0028  ___________________________________________________________________
 FD0028* NAD 83(1986)-  35 48 51.     (N)    086 01 54.     (W)     SCALED    
 FD0028* NAVD 88     -       335.869  (meters)    1101.93   (feet)  ADJUSTED  
 FD0028  ___________________________________________________________________
 FD0028  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FD0028  DYNAMIC HT  -         335.561 (meters)    1100.92  (feet)  COMP
 FD0028  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FD0028
 FD0028  VERT ORDER  -  SECOND    CLASS 0
 FD0028
 FD0028.The horizontal coordinates were scaled from a topographic map and have
 FD0028.an estimated accuracy of +/- 6 seconds.
 FD0028
 FD0028.The orthometric height was determined by differential leveling
 FD0028.and adjusted by the National Geodetic Survey in June 1991..
 FD0028
 FD0028.The geoid height was determined by GEOID03.
 FD0028
 FD0028.The dynamic height is computed by dividing the NAVD 88
 FD0028.geopotential number by the normal gravity value computed on the
 FD0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0028.degrees latitude (g = 980.6199 gals.).
 FD0028
 FD0028.The modeled gravity was interpolated from observed gravity values.
 FD0028
 FD0028;                    North         East    Units  Estimated Accuracy
 FD0028;SPC TN       -   164,300.      597,140.      MT  (+/- 180 meters Scaled)
 FD0028
 FD0028                          SUPERSEDED SURVEY CONTROL
 FD0028
 FD0028  NGVD 29 (??/??/92)  335.892  (m)         1102.01   (f) ADJ UNCH    2 0
 FD0028
 FD0028.Superseded values are not recommended for survey control.
 FD0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0028.See file dsdata.txt to determine how the superseded data were derived.
 FD0028
 FD0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE874637(NAD 83)
 FD0028_MARKER: DB = BENCH MARK DISK
 FD0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0028_STAMPING: W 25 1935
 FD0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0028+STABILITY: SURFACE MOTION
 FD0028
 FD0028  HISTORY     - Date     Condition        Report By
 FD0028  HISTORY     - 1935     MONUMENTED       CGS
 FD0028  HISTORY     - 1935     GOOD             NGS
 FD0028  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0028
 FD0028                          STATION DESCRIPTION
 FD0028
 FD0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0028'2.6 MI E FROM WOODBURY.
 FD0028'2.6 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0028'WOODBURY, CANNON COUNTY, 0.2 MILE SOUTHEAST OF A SMALL CEMETERY
 FD0028'ON THE SOUTH SIDE OF THE HIGHWAY, 300 FEET NORTH OF A TWO-STORY
 FD0028'FRAME HOUSE OWNED BY SAM WILCHER IN 1935, 29 FEET SOUTHWEST OF
 FD0028'THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE SOUTHEAST
 FD0028'END OF A GUARD RAIL, AND LEVEL WITH HIGHWAY.  A STANDARD DISK,
 FD0028'STAMPED W 25 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FD0028
 FD0028                          STATION RECOVERY (2002)
 FD0028
 FD0028'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0933 ***********************************************************************
 GB0933  DESIGNATION -  W 250
 GB0933  PID         -  GB0933
 GB0933  STATE/COUNTY-  TN/SCOTT
 GB0933  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0933
 GB0933                         *CURRENT SURVEY CONTROL
 GB0933  ___________________________________________________________________
 GB0933* NAD 83(1986)-  36 24 15.     (N)    084 32 37.     (W)     SCALED    
 GB0933* NAVD 88     -       396.229  (meters)    1299.96   (feet)  ADJUSTED  
 GB0933  ___________________________________________________________________
 GB0933  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0933  DYNAMIC HT  -         395.892 (meters)    1298.86  (feet)  COMP
 GB0933  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GB0933
 GB0933  VERT ORDER  -  FIRST     CLASS I
 GB0933
 GB0933.The horizontal coordinates were scaled from a topographic map and have
 GB0933.an estimated accuracy of +/- 6 seconds.
 GB0933
 GB0933.The orthometric height was determined by differential leveling
 GB0933.and adjusted by the National Geodetic Survey in June 1991..
 GB0933
 GB0933.The geoid height was determined by GEOID03.
 GB0933
 GB0933.The dynamic height is computed by dividing the NAVD 88
 GB0933.geopotential number by the normal gravity value computed on the
 GB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0933.degrees latitude (g = 980.6199 gals.).
 GB0933
 GB0933.The modeled gravity was interpolated from observed gravity values.
 GB0933
 GB0933;                    North         East    Units  Estimated Accuracy
 GB0933;SPC TN       -   230,730.      730,640.      MT  (+/- 180 meters Scaled)
 GB0933
 GB0933                          SUPERSEDED SURVEY CONTROL
 GB0933
 GB0933  NGVD 29 (??/??/92)  396.365  (m)         1300.41   (f) ADJ UNCH    1 1
 GB0933
 GB0933.Superseded values are not recommended for survey control.
 GB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0933.See file dsdata.txt to determine how the superseded data were derived.
 GB0933
 GB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202315(NAD 83)
 GB0933_MARKER: DB = BENCH MARK DISK
 GB0933_SETTING: 66 = SET IN ROCK OUTCROP
 GB0933_SP_SET: ROCK LEDGE
 GB0933_STAMPING: W 250 1968
 GB0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0933+STABILITY: POSITION/ELEVATION WELL
 GB0933
 GB0933  HISTORY     - Date     Condition        Report By
 GB0933  HISTORY     - 1968     MONUMENTED       CGS
 GB0933
 GB0933                          STATION DESCRIPTION
 GB0933
 GB0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0933'2 MI S FROM HELENWOOD.
 GB0933'ABOUT 2.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0933'STATION AT HELENWOOD, 109 FEET SOUTHEAST AND ACROSS THE TRACK
 GB0933'FROM MILEPOST 217, SET IN THE TOP OF A 6- X 7-FOOT TRIANGULAR
 GB0933'SHAPED LEDGE ON THE EAST ROCK WALL OF A CUT FOR THE RAILROAD,
 GB0933'0.1 MILE SOUTH OF THE NORTH END OF THE CUT, 12 1/2 FEET
 GB0933'EAST OF THE EAST RAIL, 22 FEET SOUTH OF THE SOUTH END OF THE
 GB0933'CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, 2.0 FEET SOUTH
 GB0933'OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0400 ***********************************************************************
 FC0400  DESIGNATION -  W 256
 FC0400  PID         -  FC0400
 FC0400  STATE/COUNTY-  TN/BRADLEY
 FC0400  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0400
 FC0400                         *CURRENT SURVEY CONTROL
 FC0400  ___________________________________________________________________
 FC0400* NAD 83(1986)-  35 14 48.     (N)    084 47 58.     (W)     SCALED    
 FC0400* NAVD 88     -       228.710  (meters)     750.36   (feet)  ADJUSTED  
 FC0400  ___________________________________________________________________
 FC0400  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0400  DYNAMIC HT  -         228.486 (meters)     749.62  (feet)  COMP
 FC0400  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 FC0400
 FC0400  VERT ORDER  -  FIRST     CLASS I
 FC0400
 FC0400.The horizontal coordinates were scaled from a topographic map and have
 FC0400.an estimated accuracy of +/- 6 seconds.
 FC0400
 FC0400.The orthometric height was determined by differential leveling
 FC0400.and adjusted by the National Geodetic Survey in June 1991..
 FC0400
 FC0400.The geoid height was determined by GEOID03.
 FC0400
 FC0400.The dynamic height is computed by dividing the NAVD 88
 FC0400.geopotential number by the normal gravity value computed on the
 FC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0400.degrees latitude (g = 980.6199 gals.).
 FC0400
 FC0400.The modeled gravity was interpolated from observed gravity values.
 FC0400
 FC0400;                    North         East    Units  Estimated Accuracy
 FC0400;SPC TN       -   102,010.      709,260.      MT  (+/- 180 meters Scaled)
 FC0400
 FC0400                          SUPERSEDED SURVEY CONTROL
 FC0400
 FC0400  NGVD 29 (??/??/92)  228.740  (m)          750.46   (f) ADJ UNCH    1 1
 FC0400
 FC0400.Superseded values are not recommended for survey control.
 FC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0400.See file dsdata.txt to determine how the superseded data were derived.
 FC0400
 FC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE002026(NAD 83)
 FC0400_MARKER: DB = BENCH MARK DISK
 FC0400_SETTING: 66 = SET IN ROCK OUTCROP
 FC0400_SP_SET: SET IN ROCK OUTCROP
 FC0400_STAMPING: W 256 1968
 FC0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0400+STABILITY: POSITION/ELEVATION WELL
 FC0400
 FC0400  HISTORY     - Date     Condition        Report By
 FC0400  HISTORY     - 1968     MONUMENTED       CGS
 FC0400
 FC0400                          STATION DESCRIPTION
 FC0400
 FC0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0400'3.5 MI SW FROM CHARLESTON.
 FC0400'ABOUT 3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE CHARLESTON
 FC0400'SCHOOL AT CHARLESTON, ABOUT 0.1 MILE SOUTHWEST OF THE BELLE FOUNTE
 FC0400'BAPTIST CHURCH, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 FC0400'GRAVELED ROAD LEADING SOUTHEAST, SET IN THE TOP OF AN OUTCROP
 FC0400'THAT THE EXPOSED PART IS ABOUT 12 FEET LONG BY 3 FEET WIDE AND
 FC0400'PROJECTS ABOUT 1/2 FOOT AND IS PART OF A ROCK STRATUM THAT
 FC0400'COVERS THE WHOLE AREA ON BOTH SIDES OF THE HIGHWAY, 34 FEET
 FC0400'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET
 FC0400'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0517 ***********************************************************************
 FC0517  DESIGNATION -  W 257
 FC0517  PID         -  FC0517
 FC0517  STATE/COUNTY-  TN/MCMINN
 FC0517  USGS QUAD   -  ATHENS (1990)
 FC0517
 FC0517                         *CURRENT SURVEY CONTROL
 FC0517  ___________________________________________________________________
 FC0517* NAD 83(1986)-  35 27 29.     (N)    084 36 20.     (W)     SCALED    
 FC0517* NAVD 88     -       295.864  (meters)     970.68   (feet)  ADJUSTED  
 FC0517  ___________________________________________________________________
 FC0517  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0517  DYNAMIC HT  -         295.575 (meters)     969.73  (feet)  COMP
 FC0517  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FC0517
 FC0517  VERT ORDER  -  FIRST     CLASS I
 FC0517
 FC0517.The horizontal coordinates were scaled from a topographic map and have
 FC0517.an estimated accuracy of +/- 6 seconds.
 FC0517
 FC0517.The orthometric height was determined by differential leveling
 FC0517.and adjusted by the National Geodetic Survey in June 1991..
 FC0517
 FC0517.The geoid height was determined by GEOID03.
 FC0517
 FC0517.The dynamic height is computed by dividing the NAVD 88
 FC0517.geopotential number by the normal gravity value computed on the
 FC0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0517.degrees latitude (g = 980.6199 gals.).
 FC0517
 FC0517.The modeled gravity was interpolated from observed gravity values.
 FC0517
 FC0517;                    North         East    Units  Estimated Accuracy
 FC0517;SPC TN       -   125,690.      726,580.      MT  (+/- 180 meters Scaled)
 FC0517
 FC0517                          SUPERSEDED SURVEY CONTROL
 FC0517
 FC0517  NGVD 29 (??/??/92)  295.917  (m)          970.85   (f) ADJ UNCH    1 1
 FC0517
 FC0517.Superseded values are not recommended for survey control.
 FC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0517.See file dsdata.txt to determine how the superseded data were derived.
 FC0517
 FC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE172264(NAD 83)
 FC0517_MARKER: DB = BENCH MARK DISK
 FC0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0517_SP_SET: BUILDING
 FC0517_STAMPING: W 257 1968
 FC0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0517
 FC0517  HISTORY     - Date     Condition        Report By
 FC0517  HISTORY     - 1968     MONUMENTED       CGS
 FC0517
 FC0517                          STATION DESCRIPTION
 FC0517
 FC0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0517'AT ATHENS.
 FC0517'AT ATHENS, ABOUT 0.8 MILE NORTH ALONG THE SOUTHERN RAILWAY
 FC0517'FROM THE STATION, ABOUT 30 YARDS NORTHWEST OF MILEPOST 185,
 FC0517'NEAR THE NORTHEAST CORNER OF THE INTERSECTION OF RAILROAD
 FC0517'AVENUE AND FISHER STREET, SET VERTICALLY IN THE SOUTH FACE
 FC0517'OF THE SOUTHWEST CORNER OF THE ONE STORY RED BRICK BUILDING
 FC0517'OF THE C.A. ANDERSON TIRE COMPANY, 70 FEET WEST OF THE WEST
 FC0517'RAIL, 24 FEET EAST OF THE CENTER LINE OF THE AVENUE, 1.6 FEET
 FC0517'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 1.4 FEET ABOVE
 FC0517'THE LEVEL OF THE SIDEWALK AND ABOUT 3 FEET BELOW THE LEVEL OF
 FC0517'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0008 ***********************************************************************
 FC0008  DESIGNATION -  W 258
 FC0008  PID         -  FC0008
 FC0008  STATE/COUNTY-  TN/MONROE
 FC0008  USGS QUAD   -  SWEETWATER (1989)
 FC0008
 FC0008                         *CURRENT SURVEY CONTROL
 FC0008  ___________________________________________________________________
 FC0008* NAD 83(1986)-  35 35 51.     (N)    084 27 54.     (W)     SCALED    
 FC0008* NAVD 88     -       278.056  (meters)     912.26   (feet)  ADJUSTED  
 FC0008  ___________________________________________________________________
 FC0008  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0008  DYNAMIC HT  -         277.787 (meters)     911.37  (feet)  COMP
 FC0008  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FC0008
 FC0008  VERT ORDER  -  FIRST     CLASS I
 FC0008
 FC0008.The horizontal coordinates were scaled from a topographic map and have
 FC0008.an estimated accuracy of +/- 6 seconds.
 FC0008
 FC0008.The orthometric height was determined by differential leveling
 FC0008.and adjusted by the National Geodetic Survey in June 1991..
 FC0008
 FC0008.The geoid height was determined by GEOID03.
 FC0008
 FC0008.The dynamic height is computed by dividing the NAVD 88
 FC0008.geopotential number by the normal gravity value computed on the
 FC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0008.degrees latitude (g = 980.6199 gals.).
 FC0008
 FC0008.The modeled gravity was interpolated from observed gravity values.
 FC0008
 FC0008;                    North         East    Units  Estimated Accuracy
 FC0008;SPC TN       -   141,350.      739,090.      MT  (+/- 180 meters Scaled)
 FC0008
 FC0008                          SUPERSEDED SURVEY CONTROL
 FC0008
 FC0008  NGVD 29 (??/??/92)  278.130  (m)          912.50   (f) ADJ UNCH    1 1
 FC0008
 FC0008.Superseded values are not recommended for survey control.
 FC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0008.See file dsdata.txt to determine how the superseded data were derived.
 FC0008
 FC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE296422(NAD 83)
 FC0008_MARKER: DB = BENCH MARK DISK
 FC0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0008_SP_SET: BRIDGE
 FC0008_STAMPING: W 258 1968
 FC0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0008
 FC0008  HISTORY     - Date     Condition        Report By
 FC0008  HISTORY     - 1968     MONUMENTED       CGS
 FC0008
 FC0008                          STATION DESCRIPTION
 FC0008
 FC0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0008'AT SWEETWATER.
 FC0008'AT SWEETWATER, ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 11
 FC0008'FROM THE POST OFFICE, ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHERN
 FC0008'RAILWAY STATION, SET IN THE TOP OF THE EAST END OF THE NORTHEAST
 FC0008'ABUTMENT FOR A 180-FOOT CONCRETE BRIDGE (THE NORTHEAST ONE OF
 FC0008'TWO BRIDGES) OVER SWEETWATER CREEK, 21 1/2 FEET SOUTHEAST OF THE
 FC0008'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF THE NORTHEAST
 FC0008'END OF THE SOUTHEAST GUARD RAIL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0080 ***********************************************************************
 FC0080  DESIGNATION -  W 259
 FC0080  PID         -  FC0080
 FC0080  STATE/COUNTY-  TN/LOUDON
 FC0080  USGS QUAD   -  CONCORD (1984)
 FC0080
 FC0080                         *CURRENT SURVEY CONTROL
 FC0080  ___________________________________________________________________
 FC0080* NAD 83(1986)-  35 49 47.     (N)    084 12 36.     (W)     SCALED    
 FC0080* NAVD 88     -       255.462  (meters)     838.13   (feet)  ADJUSTED  
 FC0080  ___________________________________________________________________
 FC0080  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0080  DYNAMIC HT  -         255.220 (meters)     837.33  (feet)  COMP
 FC0080  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0080
 FC0080  VERT ORDER  -  FIRST     CLASS I
 FC0080
 FC0080.The horizontal coordinates were scaled from a topographic map and have
 FC0080.an estimated accuracy of +/- 6 seconds.
 FC0080
 FC0080.The orthometric height was determined by differential leveling
 FC0080.and adjusted by the National Geodetic Survey in June 1991..
 FC0080
 FC0080.The geoid height was determined by GEOID03.
 FC0080
 FC0080.The dynamic height is computed by dividing the NAVD 88
 FC0080.geopotential number by the normal gravity value computed on the
 FC0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0080.degrees latitude (g = 980.6199 gals.).
 FC0080
 FC0080.The modeled gravity was interpolated from observed gravity values.
 FC0080
 FC0080;                    North         East    Units  Estimated Accuracy
 FC0080;SPC TN       -   167,500.      761,720.      MT  (+/- 180 meters Scaled)
 FC0080
 FC0080                          SUPERSEDED SURVEY CONTROL
 FC0080
 FC0080  NGVD 29 (??/??/92)  255.576  (m)          838.50   (f) ADJ UNCH    1 1
 FC0080
 FC0080.Superseded values are not recommended for survey control.
 FC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0080.See file dsdata.txt to determine how the superseded data were derived.
 FC0080
 FC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE520686(NAD 83)
 FC0080_MARKER: DB = BENCH MARK DISK
 FC0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0080_SP_SET: CULVERT
 FC0080_STAMPING: W 259 1968
 FC0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0080
 FC0080  HISTORY     - Date     Condition        Report By
 FC0080  HISTORY     - 1968     MONUMENTED       CGS
 FC0080
 FC0080                          STATION DESCRIPTION
 FC0080
 FC0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0080'4.2 MI NE FROM LENOIR CITY.
 FC0080'ABOUT 4.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0080'STATION AT LENOIR CITY, ALSO ABOUT 4.8 MILES SOUTHWEST ALONG THE
 FC0080'SOUTHERN RAILWAY FROM THE POST OFFICE AT CONCORD, KNOX COUNTY,
 FC0080'ABOUT 0.2 MILE NORTHEAST OF MILEPOST 150, ABOUT 0.1 MILE SOUTHWEST
 FC0080'OF A NARROW GRAVELED ROAD CROSSING, SET IN THE TOP OF THE SOUTHWEST
 FC0080'END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 FC0080'14.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 1/2 FEET NORTHEAST
 FC0080'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 6 FEET BELOW THE
 FC0080'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1638 ***********************************************************************
 GC1638  DESIGNATION -  W 26
 GC1638  PID         -  GC1638
 GC1638  STATE/COUNTY-  TN/HUMPHREYS
 GC1638  USGS QUAD   -  WOOLWORTH (1973)
 GC1638
 GC1638                         *CURRENT SURVEY CONTROL
 GC1638  ___________________________________________________________________
 GC1638* NAD 83(1986)-  36 12 36.     (N)    087 43 30.     (W)     SCALED    
 GC1638* NAVD 88     -       148.915  (meters)     488.57   (feet)  ADJUSTED  
 GC1638  ___________________________________________________________________
 GC1638  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1638  DYNAMIC HT  -         148.789 (meters)     488.15  (feet)  COMP
 GC1638  MODELED GRAV-     979,778.0   (mgal)                       NAVD 88
 GC1638
 GC1638  VERT ORDER  -  SECOND    CLASS 0
 GC1638
 GC1638.The horizontal coordinates were scaled from a topographic map and have
 GC1638.an estimated accuracy of +/- 6 seconds.
 GC1638
 GC1638.The orthometric height was determined by differential leveling
 GC1638.and adjusted by the National Geodetic Survey in June 1991..
 GC1638
 GC1638.The geoid height was determined by GEOID03.
 GC1638
 GC1638.The dynamic height is computed by dividing the NAVD 88
 GC1638.geopotential number by the normal gravity value computed on the
 GC1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1638.degrees latitude (g = 980.6199 gals.).
 GC1638
 GC1638.The modeled gravity was interpolated from observed gravity values.
 GC1638
 GC1638;                    North         East    Units  Estimated Accuracy
 GC1638;SPC TN       -   209,580.      444,890.      MT  (+/- 180 meters Scaled)
 GC1638
 GC1638                          SUPERSEDED SURVEY CONTROL
 GC1638
 GC1638  NGVD 29 (??/??/92)  148.950  (m)          488.68   (f) ADJ UNCH    2 0
 GC1638
 GC1638.Superseded values are not recommended for survey control.
 GC1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1638.See file dsdata.txt to determine how the superseded data were derived.
 GC1638
 GC1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF348074(NAD 83)
 GC1638_MARKER: DB = BENCH MARK DISK
 GC1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1638_STAMPING: 488.861 W 26 1934
 GC1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1638+STABILITY: SURFACE MOTION
 GC1638
 GC1638  HISTORY     - Date     Condition        Report By
 GC1638  HISTORY     - 1934     MONUMENTED       CGS
 GC1638  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1638
 GC1638                          STATION DESCRIPTION
 GC1638
 GC1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1638'10.8 MI N FROM WAVERLY.
 GC1638'10.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1638'COUNTY, 8.5 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 49, AT
 GC1638'THE FOOT OF A ONE-MILE GRADE, 57 YARDS SOUTH OF A 7-SPAN CONCRETE
 GC1638'BRIDGE OVER WHITEOAK CREEK, 36 FEET EAST OF THE CENTERLINE OF
 GC1638'THE HIGHWAY, AND 3 FEET NORTH OF A GARDEN FENCE CORNER.  A
 GC1638'STANDARD DISK, STAMPED 488.861 W 26 1934 AND SET IN THE TOP OF A
 GC1638'CONCRETE POST.  NOTE-- ROAD WIDENED AND BANK SLOPED.  PROPERTY
 GC1638'OWNED SAID GARDEN FENCE HAD BEEN CHANGED AND THE GRADER PROBABLY
 GC1638'DESTROYED MARKER.
 GC1638
 GC1638                          STATION RECOVERY (1972)
 GC1638
 GC1638'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0391 ***********************************************************************
 FF0391  DESIGNATION -  W 260
 FF0391  PID         -  FF0391
 FF0391  STATE/COUNTY-  TN/SHELBY
 FF0391  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0391
 FF0391                         *CURRENT SURVEY CONTROL
 FF0391  ___________________________________________________________________
 FF0391* NAD 83(1986)-  35 00 49.     (N)    090 05 38.     (W)     SCALED    
 FF0391* NAVD 88     -        90.888  (meters)     298.19   (feet)  ADJUSTED  
 FF0391  ___________________________________________________________________
 FF0391  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0391  DYNAMIC HT  -          90.804 (meters)     297.91  (feet)  COMP
 FF0391  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FF0391
 FF0391  VERT ORDER  -  FIRST     CLASS I
 FF0391
 FF0391.The horizontal coordinates were scaled from a topographic map and have
 FF0391.an estimated accuracy of +/- 6 seconds.
 FF0391
 FF0391.The orthometric height was determined by differential leveling
 FF0391.and adjusted by the National Geodetic Survey in June 1991..
 FF0391
 FF0391.The geoid height was determined by GEOID03.
 FF0391
 FF0391.The dynamic height is computed by dividing the NAVD 88
 FF0391.geopotential number by the normal gravity value computed on the
 FF0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0391.degrees latitude (g = 980.6199 gals.).
 FF0391
 FF0391.The modeled gravity was interpolated from observed gravity values.
 FF0391
 FF0391;                    North         East    Units  Estimated Accuracy
 FF0391;SPC TN       -    83,290.      226,430.      MT  (+/- 180 meters Scaled)
 FF0391
 FF0391                          SUPERSEDED SURVEY CONTROL
 FF0391
 FF0391  NGVD 29 (??/??/??)   90.865  (m)          298.11   (f) ADJUSTED    1 1
 FF0391
 FF0391.Superseded values are not recommended for survey control.
 FF0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0391.See file dsdata.txt to determine how the superseded data were derived.
 FF0391
 FF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU651784(NAD 83)
 FF0391_MARKER: DV = VERTICAL CONTROL DISK
 FF0391_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0391+WITH SETTING: INTO GROUND
 FF0391_SP_SET: METAL ROD WITH BASE PLATE
 FF0391_STAMPING: W 260 1974
 FF0391_MARK LOGO: NGS   
 FF0391_PROJECTION: FLUSH
 FF0391_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0391+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0391_ROD/PIPE-DEPTH: 1.2  meters
 FF0391
 FF0391  HISTORY     - Date     Condition        Report By
 FF0391  HISTORY     - 1974     MONUMENTED       NGS
 FF0391  HISTORY     - 1976     GOOD             NGS
 FF0391  HISTORY     - 1983     GOOD             NGS
 FF0391  HISTORY     - 19920116 GOOD             NGS
 FF0391  HISTORY     - 20021024 GOOD             USACE
 FF0391
 FF0391                          STATION DESCRIPTION
 FF0391
 FF0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0391'5.4 MI SW FROM MEMPHIS.
 FF0391'ABOUT 5.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD
 FF0391'STREET) FROM INTERSTATE 55 UNDERPASS AT MEMPHIS, 0.15 MILE
 FF0391'NORTHEAST OF THE INTERSECTION OF WEAVER ROAD AND SOUTH THIRD
 FF0391'STREET, ON PROPERTY OF CHARLES R. HAMMOND, 61 FEET SOUTHEAST OF
 FF0391'THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTHWEST OF THE NORTH
 FF0391'CORNER OF A PORCH FOR A BRICK HOUSE 4946, 35 FEET EAST OF A
 FF0391'TELEPHONE POLE AND POWER POLE 86380, 31 FEET EAST OF A FIRE
 FF0391'HYDRANT, 29 FEET SOUTH OF THE CENTER LINE OF A NARROW DRIVEWAY,
 FF0391'1 FOOT NORTHWEST OF A FENCE LINE, 1.2 FEET SOUTHWEST OF A METAL
 FF0391'WITNESS POST, 4 1/2 FEET ABOVE LEVEL OF THE HIGHWAY AND ON THE
 FF0391'TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 FF0391'METAL BASE PLATE.  THE DISK IS 2-INCHES ABOVE LEVEL OF THE
 FF0391'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 3-INCHES.
 FF0391
 FF0391                          STATION RECOVERY (1976)
 FF0391
 FF0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0391'RECOVERED IN GOOD CONDITION.
 FF0391
 FF0391                          STATION RECOVERY (1983)
 FF0391
 FF0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0391'RECOVERED IN GOOD CONDITION.
 FF0391
 FF0391                          STATION RECOVERY (1992)
 FF0391
 FF0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0391'8.4 KM (5.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE INTERSECTION
 FF0391'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, 0.2 KM (0.10 MI) NORTHEAST OF
 FF0391'THE INTERSECTION OF WEAVER ROAD, 30.5 M (100.1 FT) SOUTH OF THE EAST
 FF0391'END OF A SIGN (FUEL MISER WOOD HEATER COMPANY), 18.5 M (60.7 FT)
 FF0391'SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.3 M (30.5 FT) EAST OF A FIRE
 FF0391'HYDRANT, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 FF0391'(1.0 FT) SOUTH OF A WITNESS POST.   NOTE--THE DISK IS ENCASED IN A
 FF0391'4-INCH PVC PIPE FLUSH WITH THE GROUND SURFACE.
 FF0391
 FF0391                          STATION RECOVERY (2002)
 FF0391
 FF0391'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1390 ***********************************************************************
 FE1390  DESIGNATION -  W 261
 FE1390  PID         -  FE1390
 FE1390  STATE/COUNTY-  TN/SHELBY
 FE1390  USGS QUAD   -  MILLINGTON (1997)
 FE1390
 FE1390                         *CURRENT SURVEY CONTROL
 FE1390  ___________________________________________________________________
 FE1390* NAD 83(1986)-  35 20 28.     (N)    089 54 36.     (W)     SCALED    
 FE1390* NAVD 88     -        79.907  (meters)     262.16   (feet)  ADJUSTED  
 FE1390  ___________________________________________________________________
 FE1390  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1390  DYNAMIC HT  -          79.836 (meters)     261.93  (feet)  COMP
 FE1390  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE1390
 FE1390  VERT ORDER  -  FIRST     CLASS I
 FE1390
 FE1390.The horizontal coordinates were scaled from a topographic map and have
 FE1390.an estimated accuracy of +/- 6 seconds.
 FE1390
 FE1390.The orthometric height was determined by differential leveling
 FE1390.and adjusted by the National Geodetic Survey in June 1991..
 FE1390
 FE1390.The geoid height was determined by GEOID03.
 FE1390
 FE1390.The dynamic height is computed by dividing the NAVD 88
 FE1390.geopotential number by the normal gravity value computed on the
 FE1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1390.degrees latitude (g = 980.6199 gals.).
 FE1390
 FE1390.The modeled gravity was interpolated from observed gravity values.
 FE1390
 FE1390;                    North         East    Units  Estimated Accuracy
 FE1390;SPC TN       -   118,910.      244,650.      MT  (+/- 180 meters Scaled)
 FE1390
 FE1390                          SUPERSEDED SURVEY CONTROL
 FE1390
 FE1390  NGVD 29 (??/??/??)   79.867  (m)          262.03   (f) ADJUSTED    1 1
 FE1390
 FE1390.Superseded values are not recommended for survey control.
 FE1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1390.See file dsdata.txt to determine how the superseded data were derived.
 FE1390
 FE1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355147(NAD 83)
 FE1390_MARKER: DB = BENCH MARK DISK
 FE1390_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1390+WITH SETTING: INTO GROUND
 FE1390_STAMPING: W 261 1974
 FE1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1390+STABILITY: SURFACE MOTION
 FE1390
 FE1390  HISTORY     - Date     Condition        Report By
 FE1390  HISTORY     - 1974     MONUMENTED       NGS
 FE1390  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1390
 FE1390                          STATION DESCRIPTION
 FE1390
 FE1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1390'AT MILLINGTON.
 FE1390'AT MILLINGTON, AT THE JUNCTION OF NAVY ROAD AND U.S. HIGHWAY 51,
 FE1390'78 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52.5 FEET
 FE1390'NORTH OF THE CENTER LINE OF NAVY ROAD LEADING EAST, 6.5 FEET
 FE1390'SOUTH OF THE SOUTH FACE OF FOUNDATION OF A LARGE SIGN CHEVROLET
 FE1390'CURTIS PERSON, 16.8 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 FE1390'SIDEWALK, 3.2 FEET WEST OF THE NORTHWEST CORNER OF A 7 FT BY 12
 FE1390'FT BRICK WALL 2 FEET HIGH, NOW COVERED WITH IVY LIKE VINES
 FE1390'(FORMERLY A SIGN FOUNDATION), AND ON THE TOP OF A 4-FOOT COPPER
 FE1390'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE1390'DISK IS 1-INCH BELOW ASPHALT AND PROTECTED BY A 5-INCH IRON PIPE
 FE1390'THAT IS FLUSH WITH ASPHALT.
 FE1390
 FE1390                          STATION RECOVERY (2002)
 FE1390
 FE1390'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1390'AREA HAS BEEN FRESHLY AND COMPLETELY ASPHALTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1726 ***********************************************************************
 FE1726  DESIGNATION -  W 262
 FE1726  PID         -  FE1726
 FE1726  STATE/COUNTY-  TN/TIPTON
 FE1726  USGS QUAD   -  GIFT (1983)
 FE1726
 FE1726                         *CURRENT SURVEY CONTROL
 FE1726  ___________________________________________________________________
 FE1726* NAD 83(1986)-  35 37 24.     (N)    089 36 31.     (W)     SCALED    
 FE1726* NAVD 88     -        81.638  (meters)     267.84   (feet)  ADJUSTED  
 FE1726  ___________________________________________________________________
 FE1726  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1726  DYNAMIC HT  -          81.570 (meters)     267.62  (feet)  COMP
 FE1726  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1726
 FE1726  VERT ORDER  -  FIRST     CLASS I
 FE1726
 FE1726.The horizontal coordinates were scaled from a topographic map and have
 FE1726.an estimated accuracy of +/- 6 seconds.
 FE1726
 FE1726.The orthometric height was determined by differential leveling
 FE1726.and adjusted by the National Geodetic Survey in June 1991..
 FE1726
 FE1726.The geoid height was determined by GEOID03.
 FE1726
 FE1726.The dynamic height is computed by dividing the NAVD 88
 FE1726.geopotential number by the normal gravity value computed on the
 FE1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1726.degrees latitude (g = 980.6199 gals.).
 FE1726
 FE1726.The modeled gravity was interpolated from observed gravity values.
 FE1726
 FE1726;                    North         East    Units  Estimated Accuracy
 FE1726;SPC TN       -   149,150.      273,180.      MT  (+/- 180 meters Scaled)
 FE1726
 FE1726                          SUPERSEDED SURVEY CONTROL
 FE1726
 FE1726  NGVD 29 (??/??/??)   81.603  (m)          267.73   (f) ADJUSTED    1 1
 FE1726
 FE1726.Superseded values are not recommended for survey control.
 FE1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1726.See file dsdata.txt to determine how the superseded data were derived.
 FE1726
 FE1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE637453(NAD 83)
 FE1726_MARKER: DB = BENCH MARK DISK
 FE1726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1726_SP_SET: 40 FEET
 FE1726_STAMPING: W 262 1974
 FE1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1726+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1726
 FE1726  HISTORY     - Date     Condition        Report By
 FE1726  HISTORY     - 1974     MONUMENTED       NGS
 FE1726  HISTORY     - 20020808 GOOD             USACE
 FE1726
 FE1726                          STATION DESCRIPTION
 FE1726
 FE1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1726'4.8 MI NE FROM COVINGTON.
 FE1726'ABOUT 4.65 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1726'THE STATION AT COVINGTON, THENCE 0.1 MILE OR 174 YARDS WEST ALONG
 FE1726'AN ASPHALT ROAD, 45 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT
 FE1726'ROAD, 126.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RIALTO
 FE1726'BAPTIST CHURCH, 79 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE1726'A WHITE FRAME HOUSE, 20 FEET WEST OF THE CENTER LINE OF THE ASPHALT
 FE1726'DRIVEWAY, 16 FEET SOUTH OF A POWER POLE WITH TRANSFORMER AND
 FE1726'TELEPHONE PEDESTAL E9, 1.8 FEET NORTH-NORTHEAST OF THE BASE OF
 FE1726'TWO GUY WIRES, 3 FEET ABOVE HIGHWAY AND ON TOP OF A COPPER COATED
 FE1726'STEEL ROD, 3-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH IRON
 FE1726'PIPE 1-INCH BELOW GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40
 FE1726'FEET.
 FE1726
 FE1726                          STATION RECOVERY (2002)
 FE1726
 FE1726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1104 ***********************************************************************
 GD1104  DESIGNATION -  W 264
 GD1104  PID         -  GD1104
 GD1104  STATE/COUNTY-  TN/DYER
 GD1104  USGS QUAD   -  DYERSBURG (1983)
 GD1104
 GD1104                         *CURRENT SURVEY CONTROL
 GD1104  ___________________________________________________________________
 GD1104* NAD 83(1986)-  36 06 33.     (N)    089 25 53.     (W)     SCALED    
 GD1104* NAVD 88     -       136.774  (meters)     448.73   (feet)  ADJUSTED  
 GD1104  ___________________________________________________________________
 GD1104  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1104  DYNAMIC HT  -         136.659 (meters)     448.36  (feet)  COMP
 GD1104  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GD1104
 GD1104  VERT ORDER  -  FIRST     CLASS I
 GD1104
 GD1104.The horizontal coordinates were scaled from a topographic map and have
 GD1104.an estimated accuracy of +/- 6 seconds.
 GD1104
 GD1104.The orthometric height was determined by differential leveling
 GD1104.and adjusted by the National Geodetic Survey in June 1991..
 GD1104
 GD1104.The geoid height was determined by GEOID03.
 GD1104
 GD1104.The dynamic height is computed by dividing the NAVD 88
 GD1104.geopotential number by the normal gravity value computed on the
 GD1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1104.degrees latitude (g = 980.6199 gals.).
 GD1104
 GD1104.The modeled gravity was interpolated from observed gravity values.
 GD1104
 GD1104;                    North         East    Units  Estimated Accuracy
 GD1104;SPC TN       -   202,440.      291,120.      MT  (+/- 180 meters Scaled)
 GD1104
 GD1104                          SUPERSEDED SURVEY CONTROL
 GD1104
 GD1104  NGVD 29 (??/??/??)  136.700  (m)          448.49   (f) ADJUSTED    1 1
 GD1104
 GD1104.Superseded values are not recommended for survey control.
 GD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1104.See file dsdata.txt to determine how the superseded data were derived.
 GD1104
 GD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE811987(NAD 83)
 GD1104_MARKER: DB = BENCH MARK DISK
 GD1104_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1104+WITH SETTING: INTO GROUND
 GD1104_STAMPING: 264 1974
 GD1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1104+STABILITY: SURFACE MOTION
 GD1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1104+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1104
 GD1104  HISTORY     - Date     Condition        Report By
 GD1104  HISTORY     - 1974     MONUMENTED       NGS
 GD1104  HISTORY     - 20020730 GOOD             USACE
 GD1104
 GD1104                          STATION DESCRIPTION
 GD1104
 GD1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1104'4.10 MI NW FROM DYERSBURG.
 GD1104'ABOUT 4.10 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1104'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET NEAR A BRICK BILLBOARD
 GD1104'OF OAK GROVE CHURCH OF CHRIST, IN LINE WITH THE NORTHWEST FACE OF
 GD1104'BRICK BILLBOARD, 76.5 FEET SOUTHWEST OF THE EAST CORNER OF THE CHURCH,
 GD1104'42.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25.6 FEET
 GD1104'WEST-NORTHWEST OF LIGHT POLE FOR CHURCH PARKING AREA, 1.5 FEET
 GD1104'NORTH-NORTHWEST OF THE NORTH CORNER OF BILLBOARD, 2 FEET ABOVE HIGHWAY
 GD1104'AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GD1104'METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY
 GD1104'A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT.
 GD1104
 GD1104                          STATION RECOVERY (2002)
 GD1104
 GD1104'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1153 ***********************************************************************
 GD1153  DESIGNATION -  W 265
 GD1153  PID         -  GD1153
 GD1153  STATE/COUNTY-  TN/LAKE
 GD1153  USGS QUAD   -  TIPTONVILLE (1981)
 GD1153
 GD1153                         *CURRENT SURVEY CONTROL
 GD1153  ___________________________________________________________________
 GD1153* NAD 83(1986)-  36 26 50.     (N)    089 24 34.     (W)     SCALED    
 GD1153* NAVD 88     -        87.800  (meters)     288.06   (feet)  ADJUSTED  
 GD1153  ___________________________________________________________________
 GD1153  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1153  DYNAMIC HT  -          87.730 (meters)     287.83  (feet)  COMP
 GD1153  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 GD1153
 GD1153  VERT ORDER  -  FIRST     CLASS I
 GD1153
 GD1153.The horizontal coordinates were scaled from a topographic map and have
 GD1153.an estimated accuracy of +/- 6 seconds.
 GD1153
 GD1153.The orthometric height was determined by differential leveling
 GD1153.and adjusted by the National Geodetic Survey in June 1991..
 GD1153
 GD1153.The geoid height was determined by GEOID03.
 GD1153
 GD1153.The dynamic height is computed by dividing the NAVD 88
 GD1153.geopotential number by the normal gravity value computed on the
 GD1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1153.degrees latitude (g = 980.6199 gals.).
 GD1153
 GD1153.The modeled gravity was interpolated from observed gravity values.
 GD1153
 GD1153;                    North         East    Units  Estimated Accuracy
 GD1153;SPC TN       -   239,860.      294,400.      MT  (+/- 180 meters Scaled)
 GD1153
 GD1153                          SUPERSEDED SURVEY CONTROL
 GD1153
 GD1153  NGVD 29 (??/??/??)   87.732  (m)          287.83   (f) ADJUSTED    1 1
 GD1153
 GD1153.Superseded values are not recommended for survey control.
 GD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1153.See file dsdata.txt to determine how the superseded data were derived.
 GD1153
 GD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF840362(NAD 83)
 GD1153_MARKER: DB = BENCH MARK DISK
 GD1153_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1153+WITH SETTING: INTO GROUND
 GD1153_STAMPING: W 265 1974
 GD1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1153+STABILITY: SURFACE MOTION
 GD1153
 GD1153  HISTORY     - Date     Condition        Report By
 GD1153  HISTORY     - 1974     MONUMENTED       NGS
 GD1153  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD1153
 GD1153                          STATION DESCRIPTION
 GD1153
 GD1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1153'0.80 MI SW FROM NEW MARKHAM.
 GD1153'ABOUT 0.80 MILE SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1153'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, ABOUT 0.05 MILE
 GD1153'SOUTHWEST OF A BRIDGE OVER BLACK BAYOU, AT THE SOUTHWEST CORNER OF A
 GD1153'FARM EQUIPMENT SHED ON THE NORTHWEST SIDE OF THE HIGHWAY, 159.4 FEET
 GD1153'NORTHWEST OF AND ACROSS TRACKS FROM THE CENTER LINE OF THE HIGHWAY,
 GD1153'80.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE ILLINOIS CENTRAL
 GD1153'RAILROAD, 9.4 FEET WEST OF THE SOUTHWEST CORNER OF THE SHED, 2.6 FEET
 GD1153'NORTHWEST OF A POWER POLE WITH GUY WIRE, WHICH IS A SPUR LINE OF THE
 GD1153'POWER LINE, 7.6 FEET SOUTHEAST OF A GUY WIRE, 0.5 FOOT BELOW LEVEL OF
 GD1153'THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1153'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.3 FOOT BELOW GROUND AND
 GD1153'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 GD1153
 GD1153                          STATION RECOVERY (2002)
 GD1153
 GD1153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1153'SUSPECTED DESTROYED. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1362 ***********************************************************************
 GC1362  CBN         -  This is a Cooperative Base Network Control Station.
 GC1362  DESIGNATION -  W 27
 GC1362  PID         -  GC1362
 GC1362  STATE/COUNTY-  TN/DICKSON
 GC1362  USGS QUAD   -  DICKSON (1986)
 GC1362
 GC1362                         *CURRENT SURVEY CONTROL
 GC1362  ___________________________________________________________________
 GC1362* NAD 83(1995)-  36 06 17.92312(N)    087 25 43.63204(W)     ADJUSTED  
 GC1362* NAVD 88     -       277.236  (meters)     909.57   (feet)  ADJUSTED  
 GC1362  ___________________________________________________________________
 GC1362  X           -     231,453.732 (meters)                     COMP
 GC1362  Y           -  -5,154,149.787 (meters)                     COMP
 GC1362  Z           -   3,737,755.524 (meters)                     COMP
 GC1362  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC1362  ELLIP HEIGHT-         248.36  (meters)          (08/03/04) GPS OBS
 GC1362  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1362  DYNAMIC HT  -         276.993 (meters)     908.77  (feet)  COMP
 GC1362  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GC1362
 GC1362  HORZ ORDER  -  A
 GC1362  VERT ORDER  -  FIRST     CLASS II
 GC1362  ELLP ORDER  -  FOURTH    CLASS I
 GC1362
 GC1362.The horizontal coordinates were established by GPS observations
 GC1362.and adjusted by the National Geodetic Survey in August 2004..
 GC1362
 GC1362.The orthometric height was determined by differential leveling
 GC1362.and adjusted by the National Geodetic Survey in June 1991..
 GC1362
 GC1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1362
 GC1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1362
 GC1362.The ellipsoidal height was determined by GPS observations
 GC1362.and is referenced to NAD 83.
 GC1362
 GC1362.The geoid height was determined by GEOID03.
 GC1362
 GC1362.The dynamic height is computed by dividing the NAVD 88
 GC1362.geopotential number by the normal gravity value computed on the
 GC1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1362.degrees latitude (g = 980.6199 gals.).
 GC1362
 GC1362.The modeled gravity was interpolated from observed gravity values.
 GC1362
 GC1362;                    North         East     Units Scale Factor Converg.
 GC1362;SPC TN       -   197,502.418   471,356.052   MT  0.99995954   -0 50 11.3
 GC1362;SPC TN       -   647,972.52  1,546,440.65   sFT  0.99995954   -0 50 11.3
 GC1362;UTM  16      - 3,995,677.321   461,405.649   MT  0.99961835   -0 15 09.6
 GC1362
 GC1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1362!SPC TN       -   0.99996102  x   0.99995954  =   0.99992056
 GC1362!UTM  16      -   0.99996102  x   0.99961835  =   0.99957939
 GC1362
 GC1362                          SUPERSEDED SURVEY CONTROL
 GC1362
 GC1362  NAVD 88 (08/03/04)  277.24   (m)          909.6    (f) LEVELING    3  
 GC1362  NGVD 29 (??/??/92)  277.227  (m)          909.54   (f) ADJ UNCH    1 2
 GC1362
 GC1362.Superseded values are not recommended for survey control.
 GC1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1362.See file dsdata.txt to determine how the superseded data were derived.
 GC1362
 GC1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6140695677(NAD 83)
 GC1362_MARKER: DB = BENCH MARK DISK
 GC1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1362_STAMPING: 909.837 W 27 1934
 GC1362_MARK LOGO: CGS   
 GC1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1362+STABILITY: SURFACE MOTION
 GC1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1362+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC1362
 GC1362  HISTORY     - Date     Condition        Report By
 GC1362  HISTORY     - 1934     MONUMENTED       CGS
 GC1362  HISTORY     - 1948     GOOD             NGS
 GC1362  HISTORY     - 20031010 GOOD             TNDT
 GC1362
 GC1362                          STATION DESCRIPTION
 GC1362
 GC1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1362'3 MI NW FROM DICKSON.
 GC1362'3.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC1362'LOUIS RAILWAY FROM THE STATION AT DICKSON, AT POND, IN THE
 GC1362'NORTHEAST ANGLE OF THE ROAD CROSSING, 26 FEET NORTH OF THE NORTH
 GC1362'RAIL OF THE MAIN TRACK, 75 FEET EAST OF THE CENTER LINE OF THE
 GC1362'ROAD, 8 FEET SOUTHEAST OF POLE 44+23, 36 FEET EAST OF THE
 GC1362'SOUTHEAST CORNER OF AN OLD 20 BY 12 FOOT CONCRETE FOUNDATION,
 GC1362'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GC1362'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GC1362'INCHES.  NOTE-- POST HAS BEEN CHIPPED BUT IS STILL IN GOOD
 GC1362'CONDITION.
 GC1362
 GC1362                          STATION RECOVERY (2003)
 GC1362
 GC1362'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC1362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0698 ***********************************************************************
 FD0698  DESIGNATION -  W 29
 FD0698  PID         -  FD0698
 FD0698  STATE/COUNTY-  TN/HICKMAN
 FD0698  USGS QUAD   -  GREENFIELD BEND (1979)
 FD0698
 FD0698                         *CURRENT SURVEY CONTROL
 FD0698  ___________________________________________________________________
 FD0698* NAD 83(1986)-  35 43 09.     (N)    087 15 53.     (W)     SCALED    
 FD0698* NAVD 88     -       157.239  (meters)     515.88   (feet)  ADJUSTED  
 FD0698  ___________________________________________________________________
 FD0698  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD0698  DYNAMIC HT  -         157.099 (meters)     515.42  (feet)  COMP
 FD0698  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FD0698
 FD0698  VERT ORDER  -  SECOND    CLASS 0
 FD0698
 FD0698.The horizontal coordinates were scaled from a topographic map and have
 FD0698.an estimated accuracy of +/- 6 seconds.
 FD0698
 FD0698.The orthometric height was determined by differential leveling
 FD0698.and adjusted by the National Geodetic Survey in June 1991..
 FD0698
 FD0698.The geoid height was determined by GEOID03.
 FD0698
 FD0698.The dynamic height is computed by dividing the NAVD 88
 FD0698.geopotential number by the normal gravity value computed on the
 FD0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0698.degrees latitude (g = 980.6199 gals.).
 FD0698
 FD0698.The modeled gravity was interpolated from observed gravity values.
 FD0698
 FD0698;                    North         East    Units  Estimated Accuracy
 FD0698;SPC TN       -   154,500.      485,570.      MT  (+/- 180 meters Scaled)
 FD0698
 FD0698                          SUPERSEDED SURVEY CONTROL
 FD0698
 FD0698  NGVD 29 (??/??/92)  157.224  (m)          515.83   (f) ADJ UNCH    2 0
 FD0698
 FD0698.Superseded values are not recommended for survey control.
 FD0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0698.See file dsdata.txt to determine how the superseded data were derived.
 FD0698
 FD0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE760528(NAD 83)
 FD0698_MARKER: DB = BENCH MARK DISK
 FD0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0698_STAMPING: W 29 1934
 FD0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0698+STABILITY: SURFACE MOTION
 FD0698
 FD0698  HISTORY     - Date     Condition        Report By
 FD0698  HISTORY     - 1934     MONUMENTED       CGS
 FD0698  HISTORY     - 1951     GOOD             TVA
 FD0698
 FD0698                          STATION DESCRIPTION
 FD0698
 FD0698'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1951
 FD0698'15 MI SE FROM CENTERVILLE.
 FD0698'15.0 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM CENTERVILLE,
 FD0698'0.8 MILE EAST OF SHADY GROVE, 60 FEET EAST OF THE EAST END OF THE
 FD0698'BRIDGE OVER DUCK RIVER, 50 FEET WEST OF TELEPHONE POLE 142,
 FD0698'AND 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FD0698'DISK, STAMPED W 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1614 ***********************************************************************
 FC1614  DESIGNATION -  W 292
 FC1614  PID         -  FC1614
 FC1614  STATE/COUNTY-  TN/BLOUNT
 FC1614  USGS QUAD   -  BINFIELD (1990)
 FC1614
 FC1614                         *CURRENT SURVEY CONTROL
 FC1614  ___________________________________________________________________
 FC1614* NAD 83(1986)-  35 42 55.     (N)    084 01 00.     (W)     SCALED    
 FC1614* NAVD 88     -       342.193  (meters)    1122.68   (feet)  ADJUSTED  
 FC1614  ___________________________________________________________________
 FC1614  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1614  DYNAMIC HT  -         341.869 (meters)    1121.62  (feet)  COMP
 FC1614  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC1614
 FC1614  VERT ORDER  -  FIRST     CLASS II
 FC1614
 FC1614.The horizontal coordinates were scaled from a topographic map and have
 FC1614.an estimated accuracy of +/- 6 seconds.
 FC1614
 FC1614.The orthometric height was determined by differential leveling
 FC1614.and adjusted by the National Geodetic Survey in June 1991..
 FC1614
 FC1614.The geoid height was determined by GEOID03.
 FC1614
 FC1614.The dynamic height is computed by dividing the NAVD 88
 FC1614.geopotential number by the normal gravity value computed on the
 FC1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1614.degrees latitude (g = 980.6199 gals.).
 FC1614
 FC1614.The modeled gravity was interpolated from observed gravity values.
 FC1614
 FC1614;                    North         East    Units  Estimated Accuracy
 FC1614;SPC TN       -   155,140.      779,440.      MT  (+/- 180 meters Scaled)
 FC1614
 FC1614                          SUPERSEDED SURVEY CONTROL
 FC1614
 FC1614  NGVD 29 (12/12/91)  342.312  (m)         1123.07   (f) ADJUSTED    1 2
 FC1614
 FC1614.Superseded values are not recommended for survey control.
 FC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1614.See file dsdata.txt to determine how the superseded data were derived.
 FC1614
 FC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE698564(NAD 83)
 FC1614_MARKER: I = METAL ROD
 FC1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1614_SP_SET: STAINLESS STEEL ROD
 FC1614_STAMPING: W 292 1983
 FC1614_MARK LOGO: NGS   
 FC1614_PROJECTION: FLUSH
 FC1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1614_ROD/PIPE-DEPTH: 3.7  meters
 FC1614
 FC1614  HISTORY     - Date     Condition        Report By
 FC1614  HISTORY     - 1983     MONUMENTED       NGS
 FC1614
 FC1614                          STATION DESCRIPTION
 FC1614
 FC1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1614'5.7 KM (3.55 MI) SW FROM MARYVILLE.
 FC1614'5.7 KM (3.55 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 441 FROM THE
 FC1614'CITY HALL IN MARYVILLE TO THE MARK ON THE LEFT AND ON PROPERTY OF THE
 FC1614'BEST WESTERN PRINCESS INN MOTEL, 17.00 METERS (55.8 FT)
 FC1614'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAYS, 12.68 METERS
 FC1614'(41.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE MOTEL OFFICE,
 FC1614'0.30 METER (1.0 FT) NORTH-NORTHWEST OF A 3-FOOT HIGH BRICK WALL.
 FC1614'THE MARK IS 0.18 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1636 ***********************************************************************
 FC1636  DESIGNATION -  W 293
 FC1636  PID         -  FC1636
 FC1636  STATE/COUNTY-  TN/HAMILTON
 FC1636  USGS QUAD   -  CHATTANOOGA (1976)
 FC1636
 FC1636                         *CURRENT SURVEY CONTROL
 FC1636  ___________________________________________________________________
 FC1636* NAD 83(1986)-  35 01 16.     (N)    085 15 41.     (W)     SCALED    
 FC1636* NAVD 88     -       280.005  (meters)     918.65   (feet)  ADJUSTED  
 FC1636  ___________________________________________________________________
 FC1636  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1636  DYNAMIC HT  -         279.729 (meters)     917.74  (feet)  COMP
 FC1636  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 FC1636
 FC1636  VERT ORDER  -  FIRST     CLASS II
 FC1636
 FC1636.The horizontal coordinates were scaled from a topographic map and have
 FC1636.an estimated accuracy of +/- 6 seconds.
 FC1636
 FC1636.The orthometric height was determined by differential leveling
 FC1636.and adjusted by the National Geodetic Survey in June 1991..
 FC1636
 FC1636.The geoid height was determined by GEOID03.
 FC1636
 FC1636.The dynamic height is computed by dividing the NAVD 88
 FC1636.geopotential number by the normal gravity value computed on the
 FC1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1636.degrees latitude (g = 980.6199 gals.).
 FC1636
 FC1636.The modeled gravity was interpolated from observed gravity values.
 FC1636
 FC1636;                    North         East    Units  Estimated Accuracy
 FC1636;SPC TN       -    76,570.      667,410.      MT  (+/- 180 meters Scaled)
 FC1636
 FC1636                          SUPERSEDED SURVEY CONTROL
 FC1636
 FC1636.No superseded survey control is available for this station.
 FC1636
 FC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD586767(NAD 83)
 FC1636_MARKER: I = METAL ROD
 FC1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1636_SP_SET: STAINLESS STEEL ROD
 FC1636_STAMPING: W 293 1983
 FC1636_MARK LOGO: NGS   
 FC1636_PROJECTION: FLUSH
 FC1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1636_ROD/PIPE-DEPTH: 5.5  meters
 FC1636
 FC1636  HISTORY     - Date     Condition        Report By
 FC1636  HISTORY     - 1983     MONUMENTED       NGS
 FC1636  HISTORY     - 1990     GOOD             USPSQD
 FC1636
 FC1636                          STATION DESCRIPTION
 FC1636
 FC1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1636'IN CHATTANOOGA.
 FC1636'IN CHATTANOOGA, 0.8 KM (0.5 MI) EASTERLY ALONG EAST MAIN STREET FROM
 FC1636'THE INTERSECTION OF DODDS STREET IN THE SOUTH CENTRAL PART OF TOWN,
 FC1636'SET IN THE NORTHWEST ANGLE OF A T-ROAD JUNCTION (SIOUX TR.),
 FC1636'7.92 METERS (26.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF EAST MAIN
 FC1636'STREET, 30.11 METERS (98.8 FT) EAST OF THE NORTHEAST CORNER OF THE
 FC1636'SECOND TO THE SOUTHERNMOST OF FOUR MASSIVE CONCRETE PIERS SUPPORTING
 FC1636'AN OVERPASS OVER INTERSTATE HIGHWAY 24, AND 7.31 METERS (24.0 FT)
 FC1636'NORTHWEST OF THE CENTER OF A PAVED ROAD (SIOUX TR.) LEADING NORTHEAST.
 FC1636'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1636'THE MARK IS 4.8 METERS  S FROM A WITNESS POST.
 FC1636'THE MARK IS 0.3 M ABOVE EAST MAIN STREET.
 FC1636
 FC1636                          STATION RECOVERY (1990)
 FC1636
 FC1636'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1658 ***********************************************************************
 FC1658  DESIGNATION -  W 294
 FC1658  PID         -  FC1658
 FC1658  STATE/COUNTY-  TN/BRADLEY
 FC1658  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1658
 FC1658                         *CURRENT SURVEY CONTROL
 FC1658  ___________________________________________________________________
 FC1658* NAD 83(1986)-  35 09 24.     (N)    084 52 28.     (W)     SCALED    
 FC1658* NAVD 88     -       261.399  (meters)     857.61   (feet)  ADJUSTED  
 FC1658  ___________________________________________________________________
 FC1658  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1658  DYNAMIC HT  -         261.141 (meters)     856.76  (feet)  COMP
 FC1658  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 FC1658
 FC1658  VERT ORDER  -  FIRST     CLASS II
 FC1658
 FC1658.The horizontal coordinates were scaled from a topographic map and have
 FC1658.an estimated accuracy of +/- 6 seconds.
 FC1658
 FC1658.The orthometric height was determined by differential leveling
 FC1658.and adjusted by the National Geodetic Survey in June 1991..
 FC1658
 FC1658.The geoid height was determined by GEOID03.
 FC1658
 FC1658.The dynamic height is computed by dividing the NAVD 88
 FC1658.geopotential number by the normal gravity value computed on the
 FC1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1658.degrees latitude (g = 980.6199 gals.).
 FC1658
 FC1658.The modeled gravity was interpolated from observed gravity values.
 FC1658
 FC1658;                    North         East    Units  Estimated Accuracy
 FC1658;SPC TN       -    91,940.      702,550.      MT  (+/- 180 meters Scaled)
 FC1658
 FC1658                          SUPERSEDED SURVEY CONTROL
 FC1658
 FC1658.No superseded survey control is available for this station.
 FC1658
 FC1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD936924(NAD 83)
 FC1658_MARKER: I = METAL ROD
 FC1658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1658_STAMPING: W 294 1983
 FC1658_MARK LOGO: NGS   
 FC1658_PROJECTION: RECESSED 3 CENTIMETERS
 FC1658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1658+STABILITY: POSITION/ELEVATION WELL
 FC1658_ROD/PIPE-DEPTH: 10.4 meters
 FC1658_SLEEVE-DEPTH  : 3.0 meters
 FC1658
 FC1658  HISTORY     - Date     Condition        Report By
 FC1658  HISTORY     - 1983     MONUMENTED       NGS
 FC1658
 FC1658                          STATION DESCRIPTION
 FC1658
 FC1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1658'IN CLEVELAND.
 FC1658'IN CLEVELAND, AT THE HARDWICK STOVE COMPANY MAIN OFFICE BUILDING (240
 FC1658'EDWARDS STREET SOUTHEAST), AT THE JUNCTION OF EDWARDS STREET SOUTHEAST
 FC1658'AND THIRD STREET, SET IN THE FRONT LAWN AND BY A FLAGPOLE, ALSO ABOUT
 FC1658'0.2 KM (0.1 MI) SOUTHWEST OF THE SOUTHERN RAILROAD STATION AT
 FC1658'CLEVELAND, 32.30 METERS (106.0 FT) NORTHEAST OF THE CENTER OF THIRD
 FC1658'STREET, 6.09 METERS (20.0 FT) NORTHWEST OF THE NORTHWEST CURB OF
 FC1658'EDWARDS STREET, 2.59 METERS (8.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 FC1658'OF THE SIDEWALK LEADING TO THE MAIN ENTRANCE TO THE OFFICE BUILDING,
 FC1658'2.28 METERS (7.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST FACE OF THE
 FC1658'BUILDING, AND 2.07 METERS (6.8 FT) NORTHEAST OF THE FLAGPOLE.
 FC1658'THE MARK IS ABOVE LEVEL WITH EDWARDS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2380 ***********************************************************************
 FB2380  DESIGNATION -  W 295
 FB2380  PID         -  FB2380
 FB2380  STATE/COUNTY-  TN/BLOUNT
 FB2380  USGS QUAD   -  TAPOCO (1978)
 FB2380
 FB2380                         *CURRENT SURVEY CONTROL
 FB2380  ___________________________________________________________________
 FB2380* NAD 83(1986)-  35 29 52.     (N)    083 56 27.     (W)     SCALED    
 FB2380* NAVD 88     -       475.544  (meters)    1560.18   (feet)  ADJUSTED  
 FB2380  ___________________________________________________________________
 FB2380  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FB2380  DYNAMIC HT  -         475.080 (meters)    1558.66  (feet)  COMP
 FB2380  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 FB2380
 FB2380  VERT ORDER  -  FIRST     CLASS II
 FB2380
 FB2380.The horizontal coordinates were scaled from a topographic map and have
 FB2380.an estimated accuracy of +/- 6 seconds.
 FB2380
 FB2380.The orthometric height was determined by differential leveling
 FB2380.and adjusted by the National Geodetic Survey in June 1991..
 FB2380
 FB2380.The geoid height was determined by GEOID03.
 FB2380
 FB2380.The dynamic height is computed by dividing the NAVD 88
 FB2380.geopotential number by the normal gravity value computed on the
 FB2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2380.degrees latitude (g = 980.6199 gals.).
 FB2380
 FB2380.The modeled gravity was interpolated from observed gravity values.
 FB2380
 FB2380;                    North         East    Units  Estimated Accuracy
 FB2380;SPC TN       -   131,160.      786,810.      MT  (+/- 180 meters Scaled)
 FB2380
 FB2380                          SUPERSEDED SURVEY CONTROL
 FB2380
 FB2380  NGVD 29 (12/12/91)  475.652  (m)         1560.53   (f) ADJUSTED    1 2
 FB2380
 FB2380.Superseded values are not recommended for survey control.
 FB2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2380.See file dsdata.txt to determine how the superseded data were derived.
 FB2380
 FB2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV332322(NAD 83)
 FB2380_MARKER: I = METAL ROD
 FB2380_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FB2380+WITH SETTING: INFORMATION.
 FB2380_SP_SET: SHALLOW SET METAL ROD
 FB2380_STAMPING: W 295 1983
 FB2380_MARK LOGO: NGS   
 FB2380_PROJECTION: FLUSH
 FB2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2380_ROD/PIPE-DEPTH: 2.3  meters
 FB2380
 FB2380  HISTORY     - Date     Condition        Report By
 FB2380  HISTORY     - 1983     MONUMENTED       NGS
 FB2380
 FB2380                          STATION DESCRIPTION
 FB2380
 FB2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2380'8.75 KM (5.45 MI) NW FROM DEALS GAP NC.
 FB2380'8.75 KM (5.45 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION
 FB2380'OF STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON THE LEFT, EAST OF
 FB2380'A HIGH POWER TRANSMISSION TOWER WHCH IS HOLLOW, 7.62 METERS (25.0 FT)
 FB2380'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.30 METERS (14.1 FT)
 FB2380'NORTHWEST OF A 1.3 FT PINE TREE WITH A TRIANGULAR BLAZE, 0.49 METER
 FB2380'(1.6 FT) WEST OF A WOODEN POST PROJECTING 0.85 METER (2.8 FT).
 FB2380'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 FB2380'AND ANCHORED AT 2.3 METERS.
 FB2380'THE MARK IS 0.38 METERS  N FROM A WITNESS POST.
 FB2380'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2133 ***********************************************************************
 FE2133  DESIGNATION -  W 297
 FE2133  PID         -  FE2133
 FE2133  STATE/COUNTY-  TN/HARDEMAN
 FE2133  USGS QUAD   -  POCAHONTAS (1950)
 FE2133
 FE2133                         *CURRENT SURVEY CONTROL
 FE2133  ___________________________________________________________________
 FE2133* NAD 83(1986)-  35 03 11.     (N)    088 48 05.     (W)     SCALED    
 FE2133* NAVD 88     -       126.915  (meters)     416.39   (feet)  ADJUSTED  
 FE2133  ___________________________________________________________________
 FE2133  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2133  DYNAMIC HT  -         126.795 (meters)     415.99  (feet)  COMP
 FE2133  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FE2133
 FE2133  VERT ORDER  -  FIRST     CLASS II
 FE2133
 FE2133.The horizontal coordinates were scaled from a topographic map and have
 FE2133.an estimated accuracy of +/- 6 seconds.
 FE2133
 FE2133.The orthometric height was determined by differential leveling
 FE2133.and adjusted by the National Geodetic Survey in June 1991..
 FE2133
 FE2133.The geoid height was determined by GEOID03.
 FE2133
 FE2133.The dynamic height is computed by dividing the NAVD 88
 FE2133.geopotential number by the normal gravity value computed on the
 FE2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2133.degrees latitude (g = 980.6199 gals.).
 FE2133
 FE2133.The modeled gravity was interpolated from observed gravity values.
 FE2133
 FE2133;                    North         East    Units  Estimated Accuracy
 FE2133;SPC TN       -    83,510.      344,460.      MT  (+/- 180 meters Scaled)
 FE2133
 FE2133                          SUPERSEDED SURVEY CONTROL
 FE2133
 FE2133.No superseded survey control is available for this station.
 FE2133
 FE2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD357804(NAD 83)
 FE2133_MARKER: DB = BENCH MARK DISK
 FE2133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FE2133_SP_SET: ABUTMENT
 FE2133_STAMPING: W 297 1983
 FE2133_MARK LOGO: NGS   
 FE2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2133+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2133
 FE2133  HISTORY     - Date     Condition        Report By
 FE2133  HISTORY     - 1983     MONUMENTED       NGS
 FE2133  HISTORY     - 19970430 GOOD             USE
 FE2133  HISTORY     - 20020919 GOOD             USACE
 FE2133
 FE2133                          STATION DESCRIPTION
 FE2133
 FE2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2133'1.0 KM (0.65 MI) EAST FROM POCAHONTAS.
 FE2133'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2133'POCAHONTAS, TO A BRIDGE OVER THE SOUTHERN RAILROAD TRACKS, THE MARK IS
 FE2133'A DISK SET IN THE NORTHWEST ABUTMENT OF THE BRIDGE, 5.57 METERS
 FE2133'(18.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 19.51 METERS
 FE2133'(64.0 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 FE2133'THE MARK IS 1.07 M BELOW HIGHWAY.
 FE2133
 FE2133                          STATION RECOVERY (1997)
 FE2133
 FE2133'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2133'AS DESCRIBED.
 FE2133
 FE2133                          STATION RECOVERY (2002)
 FE2133
 FE2133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2160 ***********************************************************************
 FE2160  DESIGNATION -  W 298
 FE2160  PID         -  FE2160
 FE2160  STATE/COUNTY-  TN/FAYETTE
 FE2160  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2160
 FE2160                         *CURRENT SURVEY CONTROL
 FE2160  ___________________________________________________________________
 FE2160* NAD 83(1986)-  35 02 42.     (N)    089 14 38.     (W)     SCALED    
 FE2160* NAVD 88     -       168.653  (meters)     553.32   (feet)  ADJUSTED  
 FE2160  ___________________________________________________________________
 FE2160  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2160  DYNAMIC HT  -         168.494 (meters)     552.80  (feet)  COMP
 FE2160  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FE2160
 FE2160  VERT ORDER  -  FIRST     CLASS II
 FE2160
 FE2160.The horizontal coordinates were scaled from a topographic map and have
 FE2160.an estimated accuracy of +/- 6 seconds.
 FE2160
 FE2160.The orthometric height was determined by differential leveling
 FE2160.and adjusted by the National Geodetic Survey in June 1991..
 FE2160
 FE2160.The geoid height was determined by GEOID03.
 FE2160
 FE2160.The dynamic height is computed by dividing the NAVD 88
 FE2160.geopotential number by the normal gravity value computed on the
 FE2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2160.degrees latitude (g = 980.6199 gals.).
 FE2160
 FE2160.The modeled gravity was interpolated from observed gravity values.
 FE2160
 FE2160;                    North         East    Units  Estimated Accuracy
 FE2160;SPC TN       -    83,870.      304,080.      MT  (+/- 180 meters Scaled)
 FE2160
 FE2160                          SUPERSEDED SURVEY CONTROL
 FE2160
 FE2160.No superseded survey control is available for this station.
 FE2160
 FE2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD953803(NAD 83)
 FE2160_MARKER: I = METAL ROD
 FE2160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2160_SP_SET: STAINLESS STEEL ROD
 FE2160_STAMPING: W 298 1983
 FE2160_MARK LOGO: NGS   
 FE2160_PROJECTION: FLUSH
 FE2160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2160+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE2160_ROD/PIPE-DEPTH: 9.75 meters
 FE2160
 FE2160  HISTORY     - Date     Condition        Report By
 FE2160  HISTORY     - 1983     MONUMENTED       NGS
 FE2160  HISTORY     - 20020923 GOOD             USACE
 FE2160  HISTORY     - 20060430 GOOD             GEOCAC
 FE2160
 FE2160                          STATION DESCRIPTION
 FE2160
 FE2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2160'IN LA GRANGE.
 FE2160'IN LA GRANGE, 0.1 KM (0.05 MI) NORTH ALONG FLINT STREET TO THE
 FE2160'JUNCTION OF STATE HIGHWAY 57 AND THE MARK ON THE LEFT, SET IN THE
 FE2160'SOUTHWEST ANGLE OF THE INTERSECTION, 11.28 METERS (37.0 FT) SOUTH OF
 FE2160'THE CENTERLINE OF THE HIGHWAY, 15.54 METERS (51.0 FT) WEST OF THE
 FE2160'APPROXIMATE CENTER OF FLINT STREET, 5.88 METERS (19.3 FT) WEST OF A
 FE2160'POWERLINE POLE, 1.52 METERS (5.0 FT) NORTHWEST OF THE NORTHEAST CORNER
 FE2160'OF A LARGE WOODEN BUILDING (AT PRESENT A STORE CALLED JOHN WALBY AND
 FE2160'CO), AND 1.19 METERS (3.9 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 FE2160'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2160'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2160
 FE2160                          STATION RECOVERY (2002)
 FE2160
 FE2160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2160'FLINT ST. NOW MAIN ST.  JOHN WALBY AND CO. STORE NOW BANYAN TREE
 FE2160'REALTY.
 FE2160
 FE2160                          STATION RECOVERY (2006)
 FE2160
 FE2160'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2160'MARK IS AT THE INTERSECTION OF STATE HIGHWAY 52, AKA THIRD STREET IN
 FE2160'LA GRANGE AND MAIN STREET TO THE NORTH, YAGER ROAD TO THE SOUTH.  IT
 FE2160'IS THE MAIN INTERSECTION IN LA GRANGE.  THE BUILDING HAS A SIGN FOR
 FE2160'BANYAN TREE REALTY, BUT APPEARS TO BE UNUSED AT THIS TIME.
 FE2160' 
 FE2160'MARK WAS FOUND UNDER 1 INCH OF SOIL BASED ON MEASUREMENTS FROM THE
 FE2160'TELEPHONE POLE AND BUILDING CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2191 ***********************************************************************
 FE2191  DESIGNATION -  W 299
 FE2191  PID         -  FE2191
 FE2191  STATE/COUNTY-  TN/SHELBY
 FE2191  USGS QUAD   -  GERMANTOWN (1997)
 FE2191
 FE2191                         *CURRENT SURVEY CONTROL
 FE2191  ___________________________________________________________________
 FE2191* NAD 83(1986)-  35 05 21.     (N)    089 48 48.     (W)     SCALED    
 FE2191* NAVD 88     -       113.609  (meters)     372.73   (feet)  ADJUSTED  
 FE2191  ___________________________________________________________________
 FE2191  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2191  DYNAMIC HT  -         113.504 (meters)     372.39  (feet)  COMP
 FE2191  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FE2191
 FE2191  VERT ORDER  -  FIRST     CLASS II
 FE2191
 FE2191.The horizontal coordinates were scaled from a topographic map and have
 FE2191.an estimated accuracy of +/- 6 seconds.
 FE2191
 FE2191.The orthometric height was determined by differential leveling
 FE2191.and adjusted by the National Geodetic Survey in June 1991..
 FE2191
 FE2191.The geoid height was determined by GEOID03.
 FE2191
 FE2191.The dynamic height is computed by dividing the NAVD 88
 FE2191.geopotential number by the normal gravity value computed on the
 FE2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2191.degrees latitude (g = 980.6199 gals.).
 FE2191
 FE2191.The modeled gravity was interpolated from observed gravity values.
 FE2191
 FE2191;                    North         East    Units  Estimated Accuracy
 FE2191;SPC TN       -    90,640.      252,340.      MT  (+/- 180 meters Scaled)
 FE2191
 FE2191                          SUPERSEDED SURVEY CONTROL
 FE2191
 FE2191.No superseded survey control is available for this station.
 FE2191
 FE2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD435865(NAD 83)
 FE2191_MARKER: I = METAL ROD
 FE2191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2191_SP_SET: STAINLESS STEEL ROD
 FE2191_STAMPING: W 299 1983
 FE2191_MARK LOGO: NGS   
 FE2191_PROJECTION: FLUSH
 FE2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2191+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE2191_ROD/PIPE-DEPTH: 7.31 meters
 FE2191
 FE2191  HISTORY     - Date     Condition        Report By
 FE2191  HISTORY     - 1983     MONUMENTED       NGS
 FE2191  HISTORY     - 20021009 GOOD             USACE
 FE2191
 FE2191                          STATION DESCRIPTION
 FE2191
 FE2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2191'IN GERMANTOWN.
 FE2191'IN GERMANTOWN, 0.3 KM (0.2 MI) WEST ALONG FARMINGTON STREET FROM THE
 FE2191'POST OFFICE, TO THE JUNCTION OF GERMANTOWN ROAD, THENCE 1.0 KM
 FE2191'(0.65 MI) SOUTH ALONG GERMANTOWN ROAD TO THE JUNCTION OF POPLAR PIKE,
 FE2191'THENCE 0.4 KM (0.25 MI) WEST ALONG POPLAR PIKE TO THE MARK ON THE
 FE2191'RIGHT, BETWEEN THE SOUTHERN RAILROAD AND POPLAR PIKE ROAD, 7.22 METERS
 FE2191'(23.7 FT) NORTH OF THE CENTERLINE OF POPLAR PIKE ROAD, 10.24 METERS
 FE2191'(33.6 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3.05 METERS
 FE2191'(10.0 FT) WEST OF THE GUY WIRE ANCHOR FOR A POWERLINE POLE,
 FE2191'1.22 METERS (4.0 FT) EAST OF A POWERLINE POLE WITH A TRANSFORMER, AND
 FE2191'0.94 METERS (3.1 FT) EAST OF A TELEPHONE JUNCTION BOX.
 FE2191'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FE2191'THE MARK IS ABOVE LEVEL WITH ROAD.
 FE2191
 FE2191                          STATION RECOVERY (2002)
 FE2191
 FE2191'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2834 ***********************************************************************
 FE2834  DESIGNATION -  W 299 RESET
 FE2834  PID         -  FE2834
 FE2834  STATE/COUNTY-  TN/SHELBY
 FE2834  USGS QUAD   -  GERMANTOWN (1997)
 FE2834
 FE2834                         *CURRENT SURVEY CONTROL
 FE2834  ___________________________________________________________________
 FE2834* NAD 83(1986)-  35 05 21.     (N)    089 48 48.     (W)     SCALED    
 FE2834* NAVD 88     -       113.78   (meters)     373.3    (feet)  RESET     
 FE2834  ___________________________________________________________________
 FE2834  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2834
 FE2834  VERT ORDER  -  THIRD
 FE2834
 FE2834.The horizontal coordinates were scaled from a topographic map and have
 FE2834.an estimated accuracy of +/- 6 seconds.
 FE2834
 FE2834.The orthometric height was computed from unverified reset data.
 FE2834.No vertical observational check was made to the station.
 FE2834
 FE2834.The geoid height was determined by GEOID03.
 FE2834
 FE2834;                    North         East    Units  Estimated Accuracy
 FE2834;SPC TN       -    90,640.      252,340.      MT  (+/- 180 meters Scaled)
 FE2834
 FE2834                          SUPERSEDED SURVEY CONTROL
 FE2834
 FE2834.No superseded survey control is available for this station.
 FE2834
 FE2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD435865(NAD 83)
 FE2834_MARKER: DB = BENCH MARK DISK
 FE2834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FE2834_SP_SET: SIGNAL BASE
 FE2834_STAMPING: W 299 RESET 1984
 FE2834_MARK LOGO: NGS   
 FE2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2834+STABILITY: SURFACE MOTION
 FE2834
 FE2834  HISTORY     - Date     Condition        Report By
 FE2834  HISTORY     - 1984     MONUMENTED       NGS
 FE2834
 FE2834                          STATION DESCRIPTION
 FE2834
 FE2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FE2834'IN GERMANTOWN.
 FE2834'FROM THE JUNCTION OF US HIGHWAY 72 AND GERMANTOWN ROAD IN THE CITY OF
 FE2834'GERMANTOWN GO SOUTH FOR 0.7 KM (0.45 MI) ON GERMANTOWN ROAD TO POPLAR
 FE2834'PIKE, THEN GO 0.3 KM (0.20 MI) NORTHWEST ON POPLAR PIKE TO THE MARK
 FE2834'ON THE RIGHT, 19.0 M (62.3 FT) WEST OF THE EXTENDED CENTERLINE OF
 FE2834'MCVAY ROAD, 14.9 M (48.9 FT) EAST NORTHEAST OF POWERPOLE NUMBER 55939
 FE2834'AND 6.40 M (21.0 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN RAILROAD
 FE2834'TRACK, SET IN A 0.60 M (2.0 FT) SQUARE CONCRETE SIGNAL BASE
 FE2834'PROJECTING 20 CM (8 INCHES) AND ON THE RAILROAD RIGHT OF WAY.
 FE2834'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FE2834'THE MARK IS 0.3 M BELOW RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1081 ***********************************************************************
 FD1081  DESIGNATION -  W 30
 FD1081  PID         -  FD1081
 FD1081  STATE/COUNTY-  TN/PERRY
 FD1081  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1081
 FD1081                         *CURRENT SURVEY CONTROL
 FD1081  ___________________________________________________________________
 FD1081* NAD 83(1986)-  35 44 52.     (N)    087 48 33.     (W)     SCALED    
 FD1081* NAVD 88     -       136.560  (meters)     448.03   (feet)  ADJUSTED  
 FD1081  ___________________________________________________________________
 FD1081  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD1081  DYNAMIC HT  -         136.440 (meters)     447.64  (feet)  COMP
 FD1081  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 FD1081
 FD1081  VERT ORDER  -  SECOND    CLASS 0
 FD1081
 FD1081.The horizontal coordinates were scaled from a topographic map and have
 FD1081.an estimated accuracy of +/- 6 seconds.
 FD1081
 FD1081.The orthometric height was determined by differential leveling
 FD1081.and adjusted by the National Geodetic Survey in June 1991..
 FD1081
 FD1081.The geoid height was determined by GEOID03.
 FD1081
 FD1081.The dynamic height is computed by dividing the NAVD 88
 FD1081.geopotential number by the normal gravity value computed on the
 FD1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1081.degrees latitude (g = 980.6199 gals.).
 FD1081
 FD1081.The modeled gravity was interpolated from observed gravity values.
 FD1081
 FD1081;                    North         East    Units  Estimated Accuracy
 FD1081;SPC TN       -   158,440.      436,380.      MT  (+/- 180 meters Scaled)
 FD1081
 FD1081                          SUPERSEDED SURVEY CONTROL
 FD1081
 FD1081  NGVD 29 (??/??/92)  136.573  (m)          448.07   (f) ADJ UNCH    2 0
 FD1081
 FD1081.Superseded values are not recommended for survey control.
 FD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1081.See file dsdata.txt to determine how the superseded data were derived.
 FD1081
 FD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE268562(NAD 83)
 FD1081_MARKER: DB = BENCH MARK DISK
 FD1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1081_STAMPING: W 30 1934
 FD1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1081+STABILITY: SURFACE MOTION
 FD1081
 FD1081  HISTORY     - Date     Condition        Report By
 FD1081  HISTORY     - 1934     MONUMENTED       CGS
 FD1081  HISTORY     - 1974     MARK NOT FOUND   TVA
 FD1081
 FD1081                          STATION DESCRIPTION
 FD1081
 FD1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1081'2.5 MI S FROM LOBELVILLE.
 FD1081'2.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM LOBELVILLE, PERRY
 FD1081'COUNTY, ON A LEVEL TANGENT, 300 YARDS NORTH OF A SMALL STORE,
 FD1081'50 YARDS NORTH OF A HOUSE, AT A SMALL SHED, 21 FEET EAST OF THE
 FD1081'CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF A TELEPHONE
 FD1081'POLE.  A STANDARD DISK, STAMPED W 30 1934 AND SET IN THE TOP OF
 FD1081'A CONCRETE POST.
 FD1081
 FD1081                          STATION RECOVERY (1974)
 FD1081
 FD1081'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2204 ***********************************************************************
 FE2204  DESIGNATION -  W 300
 FE2204  PID         -  FE2204
 FE2204  STATE/COUNTY-  TN/SHELBY
 FE2204  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2204
 FE2204                         *CURRENT SURVEY CONTROL
 FE2204  ___________________________________________________________________
 FE2204* NAD 83(1986)-  35 06 55.     (N)    089 57 27.     (W)     SCALED    
 FE2204* NAVD 88     -        87.257  (meters)     286.28   (feet)  ADJUSTED  
 FE2204  ___________________________________________________________________
 FE2204  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE2204  DYNAMIC HT  -          87.177 (meters)     286.01  (feet)  COMP
 FE2204  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FE2204
 FE2204  VERT ORDER  -  FIRST     CLASS II
 FE2204
 FE2204.The horizontal coordinates were scaled from a topographic map and have
 FE2204.an estimated accuracy of +/- 6 seconds.
 FE2204
 FE2204.The orthometric height was determined by differential leveling
 FE2204.and adjusted by the National Geodetic Survey in June 1991..
 FE2204
 FE2204.The geoid height was determined by GEOID03.
 FE2204
 FE2204.The dynamic height is computed by dividing the NAVD 88
 FE2204.geopotential number by the normal gravity value computed on the
 FE2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2204.degrees latitude (g = 980.6199 gals.).
 FE2204
 FE2204.The modeled gravity was interpolated from observed gravity values.
 FE2204
 FE2204;                    North         East    Units  Estimated Accuracy
 FE2204;SPC TN       -    94,050.      239,320.      MT  (+/- 180 meters Scaled)
 FE2204
 FE2204                          SUPERSEDED SURVEY CONTROL
 FE2204
 FE2204.No superseded survey control is available for this station.
 FE2204
 FE2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD304898(NAD 83)
 FE2204_MARKER: I = METAL ROD
 FE2204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2204_SP_SET: STAINLESS STEEL ROD
 FE2204_STAMPING: W 300 1983
 FE2204_MARK LOGO: NGS   
 FE2204_PROJECTION: FLUSH
 FE2204_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2204+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE2204_ROD/PIPE-DEPTH: 8.53 meters
 FE2204
 FE2204  HISTORY     - Date     Condition        Report By
 FE2204  HISTORY     - 1983     MONUMENTED       NGS
 FE2204  HISTORY     - 19950212 GOOD             NGS
 FE2204  HISTORY     - 20021015 GOOD             USACE
 FE2204
 FE2204                          STATION DESCRIPTION
 FE2204
 FE2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2204'IN MEMPHIS.
 FE2204'IN MEMPHIS, 4.5 KM (2.8 MI) WEST ALONG PARK AVENUE FROM THE WHITE
 FE2204'STATION POST OFFICE TO THE JUNCTION OF CHERRY ROAD, THENCE 1.0 KM (0.6
 FE2204'MI) NORTH ALONG CHERRY ROAD TO THE JUNCTION OF SOUTHERN ROAD, THENCE
 FE2204'3.1 KM (1.9 MI) WEST ALONG SOUTHERN ROAD TO THE MARK ACROSS THE
 FE2204'SOUTHERN ROAD NORTH FROM RAILROAD MILEPOST NUMBER 546, 13.53 METERS
 FE2204'(44.4 FT) NORTH OF THE CENTERLINE OF THE ROAD, 22.71 METERS (74.5 FT)
 FE2204'EAST OF THE WEST END OF A 7.0 FOOT HIGH BRICK WALL, 21.92 METERS
 FE2204'(71.9 FT) WEST OF A FIRE HYDRANT, 16.46 METERS (54.0 FT) WEST OF THE
 FE2204'APPROXIMATE CENTER OF THE ENTRANCE TO 3170 SOUTHERN AVENUE, AND
 FE2204'0.30 METERS (1.0 FT) SOUTH OF A 7.0 FOOT HIGH BRICK WALL.
 FE2204'THE MARK IS ABOVE LEVEL WITH SOUTHERN AVENUE.
 FE2204
 FE2204                          STATION RECOVERY (1995)
 FE2204
 FE2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FE2204'RECOVERED AS DESCRIBED.
 FE2204
 FE2204                          STATION RECOVERY (2002)
 FE2204
 FE2204'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1376 ***********************************************************************
 FD1376  DESIGNATION -  W 301
 FD1376  PID         -  FD1376
 FD1376  STATE/COUNTY-  TN/MAURY
 FD1376  USGS QUAD   -  SUMMERTOWN (1976)
 FD1376
 FD1376                         *CURRENT SURVEY CONTROL
 FD1376  ___________________________________________________________________
 FD1376* NAD 83(1986)-  35 28 01.     (N)    087 15 44.     (W)     SCALED    
 FD1376* NAVD 88     -       230.466  (meters)     756.12   (feet)  ADJUSTED  
 FD1376  ___________________________________________________________________
 FD1376  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1376  DYNAMIC HT  -         230.254 (meters)     755.42  (feet)  COMP
 FD1376  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FD1376
 FD1376  VERT ORDER  -  FIRST     CLASS II
 FD1376
 FD1376.The horizontal coordinates were scaled from a topographic map and have
 FD1376.an estimated accuracy of +/- 6 seconds.
 FD1376
 FD1376.The orthometric height was determined by differential leveling
 FD1376.and adjusted by the National Geodetic Survey in June 1991..
 FD1376
 FD1376.The geoid height was determined by GEOID03.
 FD1376
 FD1376.The dynamic height is computed by dividing the NAVD 88
 FD1376.geopotential number by the normal gravity value computed on the
 FD1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1376.degrees latitude (g = 980.6199 gals.).
 FD1376
 FD1376.The modeled gravity was interpolated from observed gravity values.
 FD1376
 FD1376;                    North         East    Units  Estimated Accuracy
 FD1376;SPC TN       -   126,510.      485,440.      MT  (+/- 180 meters Scaled)
 FD1376
 FD1376                          SUPERSEDED SURVEY CONTROL
 FD1376
 FD1376.No superseded survey control is available for this station.
 FD1376
 FD1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE762248(NAD 83)
 FD1376_MARKER: I = METAL ROD
 FD1376_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1376+WITH SETTING: INFORMATION.
 FD1376_SP_SET: SHALLOW SET METAL ROD
 FD1376_STAMPING: W 301 1984
 FD1376_MARK LOGO: NGS   
 FD1376_PROJECTION: FLUSH
 FD1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1376_ROD/PIPE-DEPTH: 2.44 meters
 FD1376
 FD1376  HISTORY     - Date     Condition        Report By
 FD1376  HISTORY     - 1984     MONUMENTED       NGS
 FD1376
 FD1376                          STATION DESCRIPTION
 FD1376
 FD1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1376'6.1 KM (3.8 MI) NE FROM SUMMERTOWN.
 FD1376'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1376'SUMMERTOWN, THENCE 3.3 KM (2.05 MI) NORTH TO A PAVED ROAD PARALLELING
 FD1376'THE HIGHWAY AND LEADING TO SOME HOUSES ON THE LEFT AND THE MARK ON THE
 FD1376'LEFT, 17.22 METERS (56.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1376'30.75 METERS (100.9 FT) SOUTH OF THE APPROXIMATE CENTER OF A PAVED
 FD1376'ROAD PARALLELING THE HIGHWAY, 15.61 METERS (51.2 FT) NORTH OF A
 FD1376'POWERLINE POLE, AND 11.13 METERS (36.5 FT) SOUTHWEST OF THE SOUTH ONE
 FD1376'OF TWO TELEPHONE JUNCTION BOXES MOUNTED ON A CONCRETE BLOCK.  NOTE,
 FD1376'THE ROD WAS DRIVEN TO REFUSAL.
 FD1376'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FD1376'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1965 ***********************************************************************
 GC1965  DESIGNATION -  W 302
 GC1965  PID         -  GC1965
 GC1965  STATE/COUNTY-  TN/DAVIDSON
 GC1965  USGS QUAD   -  OAK HILL (1968)
 GC1965
 GC1965                         *CURRENT SURVEY CONTROL
 GC1965  ___________________________________________________________________
 GC1965* NAD 83(1986)-  36 04 02.     (N)    086 46 24.     (W)     SCALED    
 GC1965* NAVD 88     -       202.101  (meters)     663.06   (feet)  ADJUSTED  
 GC1965  ___________________________________________________________________
 GC1965  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1965  DYNAMIC HT  -         201.926 (meters)     662.49  (feet)  COMP
 GC1965  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GC1965
 GC1965  VERT ORDER  -  FIRST     CLASS II
 GC1965
 GC1965.The horizontal coordinates were scaled from a topographic map and have
 GC1965.an estimated accuracy of +/- 6 seconds.
 GC1965
 GC1965.The orthometric height was determined by differential leveling
 GC1965.and adjusted by the National Geodetic Survey in June 1991..
 GC1965
 GC1965.The geoid height was determined by GEOID03.
 GC1965
 GC1965.The dynamic height is computed by dividing the NAVD 88
 GC1965.geopotential number by the normal gravity value computed on the
 GC1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1965.degrees latitude (g = 980.6199 gals.).
 GC1965
 GC1965.The modeled gravity was interpolated from observed gravity values.
 GC1965
 GC1965;                    North         East    Units  Estimated Accuracy
 GC1965;SPC TN       -   192,650.      530,340.      MT  (+/- 180 meters Scaled)
 GC1965
 GC1965                          SUPERSEDED SURVEY CONTROL
 GC1965
 GC1965.No superseded survey control is available for this station.
 GC1965
 GC1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE204914(NAD 83)
 GC1965_MARKER: I = METAL ROD
 GC1965_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC1965+WITH SETTING: INFORMATION.
 GC1965_SP_SET: SHALLOW SET METAL ROD
 GC1965_STAMPING: W 302 1984
 GC1965_MARK LOGO: NGS   
 GC1965_PROJECTION: RECESSED 4 CENTIMETERS
 GC1965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1965_ROD/PIPE-DEPTH: 2.43 meters
 GC1965
 GC1965  HISTORY     - Date     Condition        Report By
 GC1965  HISTORY     - 1984     MONUMENTED       NGS
 GC1965
 GC1965                          STATION DESCRIPTION
 GC1965
 GC1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1965'4.4 KM (2.75 MI) NE FROM BRENTWOOD.
 GC1965'0.25 KM (0.15 MI) WEST ALONG CHURCH STREET FROM THE POST OFFICE IN
 GC1965'BRENTWOOD, THENCE 4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 31 TO
 GC1965'THE MARK SET ON THE NORTH SIDE OF THE RICHARD HEAD DRIVEWAY,
 GC1965'67.36 METERS (221.0 FT) NORTH OF THE CENTERLINE OF HOGAN ROAD,
 GC1965'5.48 METERS (18.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 31
 GC1965'NORTHBOUND, 17.98 METERS (59.0 FT) NORTHEAST AND ACROSS HIGHWAY FROM A
 GC1965'POWERLINE POLE WITH A STREET LIGHT, 18.89 METERS (62.0 FT) NORTH OF
 GC1965'THE CENTER OF A METAL WATER METER COVER, 1.21 METERS (4.0 FT) WEST OF
 GC1965'A BRICK WALL, 1.52 METERS (5.0 FT) SOUTH OF A TELEPHONE POLE, AND
 GC1965'6.09 METERS (20.0 FT) NORTH OF THE CENTER OF THE DRIVEWAY.
 GC1965'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2032 ***********************************************************************
 GC2032  DESIGNATION -  W 303
 GC2032  PID         -  GC2032
 GC2032  STATE/COUNTY-  TN/MONTGOMERY
 GC2032  USGS QUAD   -  GUTHRIE (1983)
 GC2032
 GC2032                         *CURRENT SURVEY CONTROL
 GC2032  ___________________________________________________________________
 GC2032* NAD 83(1986)-  36 37 35.     (N)    087 13 17.     (W)     SCALED    
 GC2032* NAVD 88     -       155.676  (meters)     510.75   (feet)  ADJUSTED  
 GC2032  ___________________________________________________________________
 GC2032  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2032  DYNAMIC HT  -         155.551 (meters)     510.34  (feet)  COMP
 GC2032  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GC2032
 GC2032  VERT ORDER  -  FIRST     CLASS II
 GC2032
 GC2032.The horizontal coordinates were scaled from a topographic map and have
 GC2032.an estimated accuracy of +/- 6 seconds.
 GC2032
 GC2032.The orthometric height was determined by differential leveling
 GC2032.and adjusted by the National Geodetic Survey in June 1991..
 GC2032
 GC2032.The geoid height was determined by GEOID03.
 GC2032
 GC2032.The dynamic height is computed by dividing the NAVD 88
 GC2032.geopotential number by the normal gravity value computed on the
 GC2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2032.degrees latitude (g = 980.6199 gals.).
 GC2032
 GC2032.The modeled gravity was interpolated from observed gravity values.
 GC2032
 GC2032;                    North         East    Units  Estimated Accuracy
 GC2032;SPC TN       -   255,100.      490,750.      MT  (+/- 180 meters Scaled)
 GC2032
 GC2032                          SUPERSEDED SURVEY CONTROL
 GC2032
 GC2032.No superseded survey control is available for this station.
 GC2032
 GC2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF802534(NAD 83)
 GC2032_MARKER: I = METAL ROD
 GC2032_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2032_SP_SET: STAINLESS STEEL ROD
 GC2032_STAMPING: W 303 1984
 GC2032_MARK LOGO: NGS   
 GC2032_PROJECTION: FLUSH
 GC2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2032_ROD/PIPE-DEPTH: 9.75 meters
 GC2032
 GC2032  HISTORY     - Date     Condition        Report By
 GC2032  HISTORY     - 1984     MONUMENTED       NGS
 GC2032
 GC2032                          STATION DESCRIPTION
 GC2032
 GC2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2032'11.4 KM (7.1 MI) NE FROM ST BETHLEHEM.
 GC2032'11.4 KM (7.1 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2032'IN ST. BETHLEHEM TO THE ENTRANCE TO THE UNION CARBIDE PLANT AND THE
 GC2032'MARK ON THE RIGHT, 18.35 METERS (60.2 FT) SOUTHEAST OF THE CENTERLINE
 GC2032'OF THE HIGHWAY, 14.02 METERS (46.0 FT) SOUTHWEST OF THE APPROXIMATE
 GC2032'CENTER OF THE UNION CARBIDE PLANT ENTRANCE DRIVE, 2.44 METERS (8.0 FT)
 GC2032'WEST-SOUTHWEST OF A LIGHT POLE, AND 2.10 METERS (6.9 FT)
 GC2032'EAST-NORTHEAST OF THE SOUTHEAST BRACE POST OF A UNION CARBIDE SIGN.
 GC2032'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC2032'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1992 ***********************************************************************
 GC1992  DESIGNATION -  W 304
 GC1992  PID         -  GC1992
 GC1992  STATE/COUNTY-  TN/CHEATHAM
 GC1992  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1992
 GC1992                         *CURRENT SURVEY CONTROL
 GC1992  ___________________________________________________________________
 GC1992* NAD 83(1986)-  36 20 12.     (N)    087 09 31.     (W)     SCALED    
 GC1992* NAVD 88     -       209.440  (meters)     687.14   (feet)  ADJUSTED  
 GC1992  ___________________________________________________________________
 GC1992  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1992  DYNAMIC HT  -         209.266 (meters)     686.57  (feet)  COMP
 GC1992  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 GC1992
 GC1992  VERT ORDER  -  FIRST     CLASS II
 GC1992
 GC1992.The horizontal coordinates were scaled from a topographic map and have
 GC1992.an estimated accuracy of +/- 6 seconds.
 GC1992
 GC1992.The orthometric height was determined by differential leveling
 GC1992.and adjusted by the National Geodetic Survey in June 1991..
 GC1992
 GC1992.The geoid height was determined by GEOID03.
 GC1992
 GC1992.The dynamic height is computed by dividing the NAVD 88
 GC1992.geopotential number by the normal gravity value computed on the
 GC1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1992.degrees latitude (g = 980.6199 gals.).
 GC1992
 GC1992.The modeled gravity was interpolated from observed gravity values.
 GC1992
 GC1992;                    North         East    Units  Estimated Accuracy
 GC1992;SPC TN       -   222,890.      495,990.      MT  (+/- 180 meters Scaled)
 GC1992
 GC1992                          SUPERSEDED SURVEY CONTROL
 GC1992
 GC1992.No superseded survey control is available for this station.
 GC1992
 GC1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF857213(NAD 83)
 GC1992_MARKER: I = METAL ROD
 GC1992_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1992_SP_SET: STAINLESS STEEL ROD
 GC1992_STAMPING: W 304 1984
 GC1992_MARK LOGO: NGS   
 GC1992_PROJECTION: FLUSH
 GC1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1992_ROD/PIPE-DEPTH: 3.66 meters
 GC1992
 GC1992  HISTORY     - Date     Condition        Report By
 GC1992  HISTORY     - 1984     MONUMENTED       NGS
 GC1992
 GC1992                          STATION DESCRIPTION
 GC1992
 GC1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1992'0.6 KM (0.35 MI) NW FROM CHEAP HILL.
 GC1992'0.6 KM (0.35 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1992'IN CHEAP HILL TO THE MARK ON THE LEFT, 17.92 METERS (58.8 FT)
 GC1992'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.56 METERS
 GC1992'(57.6 FT) SOUTH-SOUTHEAST OF AN 8.0 FOOT DIAMETER TREE, 4.75 METERS
 GC1992'(15.6 FT) WEST-SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE,
 GC1992'2.44 METERS (8.0 FT) NORTH-NORTHWEST OF THE GUY WIRE ANCHOR FOR THE
 GC1992'POWERLINE POLE, AND 0.24 METERS (0.8 FT) EAST-NORTHEAST OF A WHITE
 GC1992'BOARD FENCE.
 GC1992'THE MARK IS 1.16 METERS  NNW FROM A WITNESS POST.
 GC1992'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2019 ***********************************************************************
 GC2019  DESIGNATION -  W 305
 GC2019  PID         -  GC2019
 GC2019  STATE/COUNTY-  TN/MONTGOMERY
 GC2019  USGS QUAD   -  CLARKSVILLE (1984)
 GC2019
 GC2019                         *CURRENT SURVEY CONTROL
 GC2019  ___________________________________________________________________
 GC2019* NAD 83(1986)-  36 31 05.     (N)    087 21 49.     (W)     SCALED    
 GC2019* NAVD 88     -       118.025  (meters)     387.22   (feet)  ADJUSTED  
 GC2019  ___________________________________________________________________
 GC2019  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2019  DYNAMIC HT  -         117.926 (meters)     386.90  (feet)  COMP
 GC2019  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC2019
 GC2019  VERT ORDER  -  FIRST     CLASS II
 GC2019
 GC2019.The horizontal coordinates were scaled from a topographic map and have
 GC2019.an estimated accuracy of +/- 6 seconds.
 GC2019
 GC2019.The orthometric height was determined by differential leveling
 GC2019.and adjusted by the National Geodetic Survey in June 1991..
 GC2019
 GC2019.The geoid height was determined by GEOID03.
 GC2019
 GC2019.The dynamic height is computed by dividing the NAVD 88
 GC2019.geopotential number by the normal gravity value computed on the
 GC2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2019.degrees latitude (g = 980.6199 gals.).
 GC2019
 GC2019.The modeled gravity was interpolated from observed gravity values.
 GC2019
 GC2019;                    North         East    Units  Estimated Accuracy
 GC2019;SPC TN       -   243,250.      477,860.      MT  (+/- 180 meters Scaled)
 GC2019
 GC2019                          SUPERSEDED SURVEY CONTROL
 GC2019
 GC2019.No superseded survey control is available for this station.
 GC2019
 GC2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF674414(NAD 83)
 GC2019_MARKER: I = METAL ROD
 GC2019_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC2019+WITH SETTING: INFORMATION.
 GC2019_SP_SET: SHALLOW SET METAL ROD
 GC2019_STAMPING: W 305 1984
 GC2019_MARK LOGO: NGS   
 GC2019_PROJECTION: RECESSED 5 CENTIMETERS
 GC2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2019_ROD/PIPE-DEPTH: 1.52 meters
 GC2019
 GC2019  HISTORY     - Date     Condition        Report By
 GC2019  HISTORY     - 1984     MONUMENTED       NGS
 GC2019
 GC2019                          STATION DESCRIPTION
 GC2019
 GC2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2019'IN CLARKSVILLE.
 GC2019'IN CLARKSVILLE, AT THE JUNCTION OF RIVERSIDE DRIVE AND DORTCH STREET,
 GC2019'WHICH IS 0.2 KM (0.1 MI) NORTHWEST ALONG THIRD STREET FROM THE POST
 GC2019'OFFICE, THENCE 0.5 KM (0.3 MI) WEST-SOUTHWEST ALONG COMMERCE STREET,
 GC2019'THENCE 0.8 KM (0.5 MI) SOUTH ALONG RIVERSIDE DRIVE TO THE MARK ON THE
 GC2019'RIGHT, 8.53 METERS (28.0 FT) WEST OF THE CENTERLINE OF RIVERSIDE DRIVE
 GC2019'SOUTHBOUND LANE (U.S. HIGHWAY 41 BYPASS AND STATE HIGHWAY 12),
 GC2019'41.06 METERS (134.7 FT) SOUTH OF A POWERLINE POLE WITH 4 GUY WIRES,
 GC2019'9.85 METERS (32.3 FT) NORTH OF THE APPROXIMATE CENTER OF THE NORTH
 GC2019'ENTRANCE, 1.83 METERS (6.0 FT) NORTH OF A CHAIN LINK CORNER FENCE
 GC2019'POST, AND 0.91 METERS (3.0 FT) EAST OF A CHAIN LINK FENCE.  NOTE, THE
 GC2019'ROD WAS DRIVEN TO REFUSAL.
 GC2019'THE MARK IS 0.85 METERS  E FROM A WITNESS POST.
 GC2019'THE MARK IS ABOVE LEVEL WITH RIVERSIDE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1057 ***********************************************************************
 FD1057  DESIGNATION -  W 31
 FD1057  PID         -  FD1057
 FD1057  STATE/COUNTY-  TN/WAYNE
 FD1057  USGS QUAD   -  TOPSY (1968)
 FD1057
 FD1057                         *CURRENT SURVEY CONTROL
 FD1057  ___________________________________________________________________
 FD1057* NAD 83(1986)-  35 23 56.     (N)    087 42 08.     (W)     SCALED    
 FD1057* NAVD 88     -       275.378  (meters)     903.47   (feet)  ADJUSTED  
 FD1057  ___________________________________________________________________
 FD1057  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FD1057  DYNAMIC HT  -         275.120 (meters)     902.62  (feet)  COMP
 FD1057  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 FD1057
 FD1057  VERT ORDER  -  SECOND    CLASS 0
 FD1057
 FD1057.The horizontal coordinates were scaled from a topographic map and have
 FD1057.an estimated accuracy of +/- 6 seconds.
 FD1057
 FD1057.The orthometric height was determined by differential leveling
 FD1057.and adjusted by the National Geodetic Survey in June 1991..
 FD1057
 FD1057.The geoid height was determined by GEOID03.
 FD1057
 FD1057.The dynamic height is computed by dividing the NAVD 88
 FD1057.geopotential number by the normal gravity value computed on the
 FD1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1057.degrees latitude (g = 980.6199 gals.).
 FD1057
 FD1057.The modeled gravity was interpolated from observed gravity values.
 FD1057
 FD1057;                    North         East    Units  Estimated Accuracy
 FD1057;SPC TN       -   119,570.      445,380.      MT  (+/- 180 meters Scaled)
 FD1057
 FD1057                          SUPERSEDED SURVEY CONTROL
 FD1057
 FD1057  NGVD 29 (??/??/92)  275.349  (m)          903.37   (f) ADJ UNCH    2 0
 FD1057
 FD1057.Superseded values are not recommended for survey control.
 FD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1057.See file dsdata.txt to determine how the superseded data were derived.
 FD1057
 FD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE362175(NAD 83)
 FD1057_MARKER: DB = BENCH MARK DISK
 FD1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1057_STAMPING: W 31 1934
 FD1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1057+STABILITY: SURFACE MOTION
 FD1057
 FD1057  HISTORY     - Date     Condition        Report By
 FD1057  HISTORY     - 1934     MONUMENTED       CGS
 FD1057
 FD1057                          STATION DESCRIPTION
 FD1057
 FD1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1057'4 MI E FROM WAYNESBORO.
 FD1057'ABOUT 4 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, THENCE
 FD1057'ABOUT 5 MILES NORTH ALONG OLD STATE HIGHWAY 48, ABOUT 3 MILES
 FD1057'SOUTH OF BUFFALO RIVER BRIDGE, AT A SHORT TANGENT, 100 YARDS SOUTH
 FD1057'OF A TRAIL LEADING EAST INTO THE WOODS, 72 FEET SOUTH OF AN
 FD1057'S-CURVE SIGN ON THE WEST SIDE OF THE HIGHWAY, 75 FEET NORTH OF
 FD1057'A CURVE SIGN ON THE EAST SIDE OF THE HIGHWAY, AND 24 FEET WEST
 FD1057'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FD1057'W 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0230 ***********************************************************************
 FD0230  DESIGNATION -  W 32
 FD0230  PID         -  FD0230
 FD0230  STATE/COUNTY-  TN/BEDFORD
 FD0230  USGS QUAD   -  SHELBYVILLE (1981)
 FD0230
 FD0230                         *CURRENT SURVEY CONTROL
 FD0230  ___________________________________________________________________
 FD0230* NAD 83(1986)-  35 27 58.     (N)    086 28 59.     (W)     SCALED    
 FD0230* NAVD 88     -       232.580  (meters)     763.06   (feet)  ADJUSTED  
 FD0230  ___________________________________________________________________
 FD0230  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD0230  DYNAMIC HT  -         232.369 (meters)     762.36  (feet)  COMP
 FD0230  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FD0230
 FD0230  VERT ORDER  -  SECOND    CLASS 0
 FD0230
 FD0230.The horizontal coordinates were scaled from a topographic map and have
 FD0230.an estimated accuracy of +/- 6 seconds.
 FD0230
 FD0230.The orthometric height was determined by differential leveling
 FD0230.and adjusted by the National Geodetic Survey in June 1991..
 FD0230
 FD0230.The geoid height was determined by GEOID03.
 FD0230
 FD0230.The dynamic height is computed by dividing the NAVD 88
 FD0230.geopotential number by the normal gravity value computed on the
 FD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0230.degrees latitude (g = 980.6199 gals.).
 FD0230
 FD0230.The modeled gravity was interpolated from observed gravity values.
 FD0230
 FD0230;                    North         East    Units  Estimated Accuracy
 FD0230;SPC TN       -   125,790.      556,160.      MT  (+/- 180 meters Scaled)
 FD0230
 FD0230                          SUPERSEDED SURVEY CONTROL
 FD0230
 FD0230  NGVD 29 (??/??/92)  232.574  (m)          763.04   (f) ADJ UNCH    2 0
 FD0230
 FD0230.Superseded values are not recommended for survey control.
 FD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0230.See file dsdata.txt to determine how the superseded data were derived.
 FD0230
 FD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE469248(NAD 83)
 FD0230_MARKER: DB = BENCH MARK DISK
 FD0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0230_STAMPING: W 32 1934
 FD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0230+STABILITY: SURFACE MOTION
 FD0230
 FD0230  HISTORY     - Date     Condition        Report By
 FD0230  HISTORY     - 1934     MONUMENTED       CGS
 FD0230  HISTORY     - 1935     GOOD             NGS
 FD0230  HISTORY     - 1957     GOOD             NGS
 FD0230  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0230
 FD0230                          STATION DESCRIPTION
 FD0230
 FD0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0230'2 MI W FROM SHELBYVILLE.
 FD0230'2.0 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 FD0230'SHELBYVILLE, BEDFORD COUNTY, AT THE SUMMIT OF A HILL, 150 FEET
 FD0230'NORTHEAST OF A HOUSE (YELLOW IN 1934), 30 FEET SOUTH OF THE
 FD0230'CENTERLINE OF THE HIGHWAY, 1 FOOT INSIDE THE FENCE BETWEEN A
 FD0230'PASTURE AND THE YARD, 3 FEET SOUTH OF THE PASTURE GATE.  A
 FD0230'STANDARD DISK, STAMPED W 32 1934 AND SET IN THE TOP OF A CONCRETE
 FD0230'POST.
 FD0230
 FD0230                          STATION RECOVERY (1957)
 FD0230
 FD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FD0230'RECOVERED IN GOOD CONDITION.
 FD0230
 FD0230                          STATION RECOVERY (2001)
 FD0230
 FD0230'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0230' 
 FD0230' 
 FD0230' 
 FD0230' 
 FD0230' 
 FD0230' 
 FD0230' 
 FD0230' 
 FD0230' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0279 ***********************************************************************
 FD0279  DESIGNATION -  W 33
 FD0279  PID         -  FD0279
 FD0279  STATE/COUNTY-  TN/LINCOLN
 FD0279  USGS QUAD   -  BOONSHILL (1982)
 FD0279
 FD0279                         *CURRENT SURVEY CONTROL
 FD0279  ___________________________________________________________________
 FD0279* NAD 83(1986)-  35 10 52.     (N)    086 38 17.     (W)     SCALED    
 FD0279* NAVD 88     -       209.548  (meters)     687.49   (feet)  ADJUSTED  
 FD0279  ___________________________________________________________________
 FD0279  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0279  DYNAMIC HT  -         209.355 (meters)     686.86  (feet)  COMP
 FD0279  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FD0279
 FD0279  VERT ORDER  -  SECOND    CLASS 0
 FD0279
 FD0279.The horizontal coordinates were scaled from a topographic map and have
 FD0279.an estimated accuracy of +/- 6 seconds.
 FD0279
 FD0279.The orthometric height was determined by differential leveling
 FD0279.and adjusted by the National Geodetic Survey in June 1991..
 FD0279
 FD0279.The geoid height was determined by GEOID03.
 FD0279
 FD0279.The dynamic height is computed by dividing the NAVD 88
 FD0279.geopotential number by the normal gravity value computed on the
 FD0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0279.degrees latitude (g = 980.6199 gals.).
 FD0279
 FD0279.The modeled gravity was interpolated from observed gravity values.
 FD0279
 FD0279;                    North         East    Units  Estimated Accuracy
 FD0279;SPC TN       -    94,250.      541,880.      MT  (+/- 180 meters Scaled)
 FD0279
 FD0279                          SUPERSEDED SURVEY CONTROL
 FD0279
 FD0279  NGVD 29 (??/??/92)  209.528  (m)          687.43   (f) ADJ UNCH    2 0
 FD0279
 FD0279.Superseded values are not recommended for survey control.
 FD0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0279.See file dsdata.txt to determine how the superseded data were derived.
 FD0279
 FD0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED329931(NAD 83)
 FD0279_MARKER: DB = BENCH MARK DISK
 FD0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0279_STAMPING: W 33 1934
 FD0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0279+STABILITY: SURFACE MOTION
 FD0279
 FD0279  HISTORY     - Date     Condition        Report By
 FD0279  HISTORY     - 1934     MONUMENTED       CGS
 FD0279
 FD0279                          STATION DESCRIPTION
 FD0279
 FD0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0279'4.3 MI W FROM FAYETTEVILLE.
 FD0279'4.3 MILES WEST ALONG U.S. HIGHWAY 64 FROM FAYETTEVILLE, LINCOLN
 FD0279'COUNTY, 400 YARDS EAST OF A CONCRETE BRIDGE, 400 YARDS NORTHWEST
 FD0279'OF THE J.H. THOMISON FARMHOUSE ON THE SOUTH SIDE OF THE HIGHWAY,
 FD0279'AND 17 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FD0279'DISK, STAMPED W 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0304 ***********************************************************************
 FE0304  DESIGNATION -  W 35
 FE0304  PID         -  FE0304
 FE0304  STATE/COUNTY-  TN/HARDIN
 FE0304  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0304
 FE0304                         *CURRENT SURVEY CONTROL
 FE0304  ___________________________________________________________________
 FE0304* NAD 83(1986)-  35 13 28.     (N)    088 15 00.     (W)     SCALED    
 FE0304* NAVD 88     -       134.633  (meters)     441.71   (feet)  ADJUSTED  
 FE0304  ___________________________________________________________________
 FE0304  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0304  DYNAMIC HT  -         134.511 (meters)     441.31  (feet)  COMP
 FE0304  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0304
 FE0304  VERT ORDER  -  SECOND    CLASS 0
 FE0304
 FE0304.The horizontal coordinates were scaled from a topographic map and have
 FE0304.an estimated accuracy of +/- 6 seconds.
 FE0304
 FE0304.The orthometric height was determined by differential leveling
 FE0304.and adjusted by the National Geodetic Survey in June 1991..
 FE0304
 FE0304.The geoid height was determined by GEOID03.
 FE0304
 FE0304.The dynamic height is computed by dividing the NAVD 88
 FE0304.geopotential number by the normal gravity value computed on the
 FE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0304.degrees latitude (g = 980.6199 gals.).
 FE0304
 FE0304.The modeled gravity was interpolated from observed gravity values.
 FE0304
 FE0304;                    North         East    Units  Estimated Accuracy
 FE0304;SPC TN       -   101,220.      395,180.      MT  (+/- 180 meters Scaled)
 FE0304
 FE0304                          SUPERSEDED SURVEY CONTROL
 FE0304
 FE0304  NGVD 29 (??/??/??)  134.646  (m)          441.75   (f) ADJUSTED    2 0
 FE0304
 FE0304.Superseded values are not recommended for survey control.
 FE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0304.See file dsdata.txt to determine how the superseded data were derived.
 FE0304
 FE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862986(NAD 83)
 FE0304_MARKER: DB = BENCH MARK DISK
 FE0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0304_STAMPING: W 35 1934
 FE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0304+STABILITY: SURFACE MOTION
 FE0304
 FE0304  HISTORY     - Date     Condition        Report By
 FE0304  HISTORY     - 1934     MONUMENTED       CGS
 FE0304  HISTORY     - 1949     GOOD             CGS
 FE0304  HISTORY     - 1962     MARK NOT FOUND   TVA
 FE0304
 FE0304                          STATION DESCRIPTION
 FE0304
 FE0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0304'AT SAVANNAH.
 FE0304'AT SAVANNAH, HARDIN COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 FE0304'COURTHOUSE YARD, ADJACENT TO THE NORTH RETAINING WALL, AND 9
 FE0304'FEET EAST OF THE NORTH STEPS.  A STANDARD DISK, STAMPED W 35 1934
 FE0304'AND SET IN THE TOP OF A CONCRETE POST.
 FE0304
 FE0304                          STATION RECOVERY (1962)
 FE0304
 FE0304'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1356 ***********************************************************************
 FC1356  DESIGNATION -  W 37
 FC1356  PID         -  FC1356
 FC1356  STATE/COUNTY-  TN/GRUNDY
 FC1356  USGS QUAD   -  BURROW COVE (1983)
 FC1356
 FC1356                         *CURRENT SURVEY CONTROL
 FC1356  ___________________________________________________________________
 FC1356* NAD 83(1986)-  35 15 34.     (N)    085 50 39.     (W)     SCALED    
 FC1356* NAVD 88     -       467.534  (meters)    1533.90   (feet)  ADJUSTED  
 FC1356  ___________________________________________________________________
 FC1356  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC1356  DYNAMIC HT  -         467.065 (meters)    1532.36  (feet)  COMP
 FC1356  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 FC1356
 FC1356  VERT ORDER  -  SECOND    CLASS 0
 FC1356
 FC1356.The horizontal coordinates were scaled from a topographic map and have
 FC1356.an estimated accuracy of +/- 6 seconds.
 FC1356
 FC1356.The orthometric height was determined by differential leveling
 FC1356.and adjusted by the National Geodetic Survey in June 1991..
 FC1356
 FC1356.The geoid height was determined by GEOID03.
 FC1356
 FC1356.The dynamic height is computed by dividing the NAVD 88
 FC1356.geopotential number by the normal gravity value computed on the
 FC1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1356.degrees latitude (g = 980.6199 gals.).
 FC1356
 FC1356.The modeled gravity was interpolated from observed gravity values.
 FC1356
 FC1356;                    North         East    Units  Estimated Accuracy
 FC1356;SPC TN       -   102,760.      614,180.      MT  (+/- 180 meters Scaled)
 FC1356
 FC1356                          SUPERSEDED SURVEY CONTROL
 FC1356
 FC1356  NGVD 29 (??/??/92)  467.520  (m)         1533.86   (f) ADJ UNCH    2 0
 FC1356
 FC1356.Superseded values are not recommended for survey control.
 FC1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1356.See file dsdata.txt to determine how the superseded data were derived.
 FC1356
 FC1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE051024(NAD 83)
 FC1356_MARKER: DB = BENCH MARK DISK
 FC1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1356_SP_SET: CULVERT
 FC1356_STAMPING: W 37 1934
 FC1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1356
 FC1356  HISTORY     - Date     Condition        Report By
 FC1356  HISTORY     - 1934     MONUMENTED       CGS
 FC1356  HISTORY     - 1963     GOOD             NGS
 FC1356
 FC1356                          STATION DESCRIPTION
 FC1356
 FC1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1356'1.7 MI N FROM MONTEAGLE.
 FC1356'1.7 MILES NORTH ALONG STATE HIGHWAY 2 FROM MONTEAGLE, GRUNDY
 FC1356'COUNTY, AT THE NORTH END OF A SMALL CONCRETE CULVERT, IN THE
 FC1356'TOP OF THE HEADWALL, 18 INCHES FROM THE EAST END, AND 18 FEET
 FC1356'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FC1356'W 37 1934.
 FC1356
 FC1356                          STATION RECOVERY (1963)
 FC1356
 FC1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FC1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1375 ***********************************************************************
 FC1375  DESIGNATION -  W 38
 FC1375  PID         -  FC1375
 FC1375  STATE/COUNTY-  TN/MARION
 FC1375  USGS QUAD   -  SEQUATCHIE (1982)
 FC1375
 FC1375                         *CURRENT SURVEY CONTROL
 FC1375  ___________________________________________________________________
 FC1375* NAD 83(1986)-  35 05 19.     (N)    085 36 07.     (W)     SCALED    
 FC1375* NAVD 88     -       196.780  (meters)     645.60   (feet)  ADJUSTED  
 FC1375  ___________________________________________________________________
 FC1375  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1375  DYNAMIC HT  -         196.590 (meters)     644.98  (feet)  COMP
 FC1375  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 FC1375
 FC1375  VERT ORDER  -  SECOND    CLASS 0
 FC1375
 FC1375.The horizontal coordinates were scaled from a topographic map and have
 FC1375.an estimated accuracy of +/- 6 seconds.
 FC1375
 FC1375.The orthometric height was determined by differential leveling
 FC1375.and adjusted by the National Geodetic Survey in June 1991..
 FC1375
 FC1375.The geoid height was determined by GEOID03.
 FC1375
 FC1375.The dynamic height is computed by dividing the NAVD 88
 FC1375.geopotential number by the normal gravity value computed on the
 FC1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1375.degrees latitude (g = 980.6199 gals.).
 FC1375
 FC1375.The modeled gravity was interpolated from observed gravity values.
 FC1375
 FC1375;                    North         East    Units  Estimated Accuracy
 FC1375;SPC TN       -    83,870.      636,300.      MT  (+/- 180 meters Scaled)
 FC1375
 FC1375                          SUPERSEDED SURVEY CONTROL
 FC1375
 FC1375  NGVD 29 (??/??/92)  196.795  (m)          645.65   (f) ADJ UNCH    2 0
 FC1375
 FC1375.Superseded values are not recommended for survey control.
 FC1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1375.See file dsdata.txt to determine how the superseded data were derived.
 FC1375
 FC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD274837(NAD 83)
 FC1375_MARKER: DB = BENCH MARK DISK
 FC1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1375_STAMPING: W 38 1934
 FC1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1375+STABILITY: SURFACE MOTION
 FC1375
 FC1375  HISTORY     - Date     Condition        Report By
 FC1375  HISTORY     - 1934     MONUMENTED       CGS
 FC1375  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1375
 FC1375                          STATION DESCRIPTION
 FC1375
 FC1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1375'2 MI N FROM JASPER.
 FC1375'RAILWAY FROM JASPER, MARION COUNTY, 23-1/4 POLES NORTH OF MILEPOST
 FC1375'13, 20 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, AND 100 FEET
 FC1375'WEST OF THE TRACK.  A STANDARD DISK, STAMPED W 38 1934 AND SET
 FC1375'IN THE TOP OF A CONCRETE POST.
 FC1375
 FC1375                          STATION RECOVERY (1962)
 FC1375
 FC1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1130 ***********************************************************************
 FC1130  DESIGNATION -  W 39
 FC1130  PID         -  FC1130
 FC1130  STATE/COUNTY-  TN/SEQUATCHIE
 FC1130  USGS QUAD   -  MOUNT AIRY (1991)
 FC1130
 FC1130                         *CURRENT SURVEY CONTROL
 FC1130  ___________________________________________________________________
 FC1130* NAD 83(1986)-  35 25 10.     (N)    085 21 40.     (W)     SCALED    
 FC1130* NAVD 88     -       234.716  (meters)     770.06   (feet)  ADJUSTED  
 FC1130  ___________________________________________________________________
 FC1130  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1130  DYNAMIC HT  -         234.492 (meters)     769.33  (feet)  COMP
 FC1130  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FC1130
 FC1130  VERT ORDER  -  SECOND    CLASS 0
 FC1130
 FC1130.The horizontal coordinates were scaled from a topographic map and have
 FC1130.an estimated accuracy of +/- 6 seconds.
 FC1130
 FC1130.The orthometric height was determined by differential leveling
 FC1130.and adjusted by the National Geodetic Survey in June 1991..
 FC1130
 FC1130.The geoid height was determined by GEOID03.
 FC1130
 FC1130.The dynamic height is computed by dividing the NAVD 88
 FC1130.geopotential number by the normal gravity value computed on the
 FC1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1130.degrees latitude (g = 980.6199 gals.).
 FC1130
 FC1130.The modeled gravity was interpolated from observed gravity values.
 FC1130
 FC1130;                    North         East    Units  Estimated Accuracy
 FC1130;SPC TN       -   120,690.      658,020.      MT  (+/- 180 meters Scaled)
 FC1130
 FC1130                          SUPERSEDED SURVEY CONTROL
 FC1130
 FC1130  NGVD 29 (??/??/92)  234.754  (m)          770.19   (f) ADJ UNCH    2 0
 FC1130
 FC1130.Superseded values are not recommended for survey control.
 FC1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1130.See file dsdata.txt to determine how the superseded data were derived.
 FC1130
 FC1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE487207(NAD 83)
 FC1130_MARKER: DB = BENCH MARK DISK
 FC1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1130_STAMPING: W 39 1934
 FC1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1130+STABILITY: SURFACE MOTION
 FC1130
 FC1130  HISTORY     - Date     Condition        Report By
 FC1130  HISTORY     - 1934     MONUMENTED       CGS
 FC1130  HISTORY     - 1972     POOR             NGS
 FC1130
 FC1130                          STATION DESCRIPTION
 FC1130
 FC1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1130'3.7 MI NE FROM DUNLAP.
 FC1130'3.7 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1130'LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY, 3-1/2 POLES
 FC1130'NORTHEAST OF MILEPOST 41, 30 FEET NORTH OF A FARM ROAD, AND
 FC1130'45 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED W 39 1934
 FC1130'AND SET IN THE TOP OF A CONCRETE POST.
 FC1130
 FC1130                          STATION RECOVERY (1972)
 FC1130
 FC1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1130'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2456 ***********************************************************************
 GC2456  DESIGNATION -  W 3=PTS 8 W
 GC2456  PID         -  GC2456
 GC2456  STATE/COUNTY-  TN/MONTGOMERY
 GC2456  USGS QUAD   -  CLARKSVILLE (1984)
 GC2456
 GC2456                         *CURRENT SURVEY CONTROL
 GC2456  ___________________________________________________________________
 GC2456* NAD 83(1995)-  36 30 55.69531(N)    087 19 36.32756(W)     ADJUSTED  
 GC2456* NAVD 88     -       161.92   (+/-2cm)     531.2    (feet)  VERTCON   
 GC2456  ___________________________________________________________________
 GC2456  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GC2456  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2456
 GC2456  HORZ ORDER  -  SECOND
 GC2456  VERT ORDER  -  THIRD ? (See Below)
 GC2456
 GC2456.The horizontal coordinates were established by classical geodetic methods
 GC2456.and adjusted by the National Geodetic Survey in April 1999..
 GC2456
 GC2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2456.The vertical order pertains to the NGVD 29 superseded value.
 GC2456
 GC2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2456
 GC2456.The geoid height was determined by GEOID03.
 GC2456
 GC2456;                    North         East     Units Scale Factor Converg.
 GC2456;SPC TN       -   242,918.401   481,159.353   MT  1.00001902   -0 46 36.3
 GC2456;SPC TN       -   796,974.79  1,578,603.64   sFT  1.00001902   -0 46 36.3
 GC2456;SPC KY1Z     - 1,021,409.095 1,358,745.363   MT  1.00018418   -0 58 05.0
 GC2456;SPC KY1Z     - 3,351,073.01  4,457,817.08   sFT  1.00018418   -0 58 05.0
 GC2456;SPC KY S     -   521,391.282   358,764.618   MT  1.00004668   -0 57 22.5
 GC2456;SPC KY S     - 1,710,597.90  1,177,046.92   sFT  1.00004668   -0 57 22.5
 GC2456;UTM  16      - 4,041,173.822   470,742.908   MT  0.99961055   -0 11 40.0
 GC2456
 GC2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2456!SPC TN       -   0.99997923  x   1.00001902  =   0.99999825
 GC2456!SPC KY1Z     -   0.99997923  x   1.00018418  =   1.00016340
 GC2456!SPC KY S     -   0.99997923  x   1.00004668  =   1.00002590
 GC2456!UTM  16      -   0.99997923  x   0.99961055  =   0.99958978
 GC2456
 GC2456                          SUPERSEDED SURVEY CONTROL
 GC2456
 GC2456  NAD 83(1995)-  36 30 55.69638(N)    087 19 36.32842(W) AD(       ) 2
 GC2456  NAD 83(1995)-  36 30 55.70050(N)    087 19 36.33122(W) AD(       ) 2
 GC2456  NAD 83(1986)-  36 30 55.70481(N)    087 19 36.33068(W) AD(       ) 2
 GC2456  NAD 27      -  36 30 55.53000(N)    087 19 36.31000(W) AD(       ) 2
 GC2456  NGVD 29 (07/19/86)  161.98   (m)          531.4    (f) LEVELING    3  
 GC2456
 GC2456.Superseded values are not recommended for survey control.
 GC2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2456.See file dsdata.txt to determine how the superseded data were derived.
 GC2456
 GC2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7074341174(NAD 83)
 GC2456_MARKER: DB = BENCH MARK DISK
 GC2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2456_STAMPING: U.S.C. AND C.S. BM W-3 1921 P.T. STA NO 8 W 1921
 GC2456_MARK LOGO: CGS   
 GC2456
 GC2456  HISTORY     - Date     Condition        Report By
 GC2456  HISTORY     - 1921     MONUMENTED       CGS
 GC2456
 GC2456                          STATION DESCRIPTION
 GC2456
 GC2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CMD)
 GC2456'ABOUT 1.8 MILES SOUTHEAST OF CLARKSVILLE, IN TOWN OF SUMMIT ON
 GC2456'TENNESSEE CENTRAL RAILROAD, ABOUT 40 FEET NORTHWEST OF RAILROAD
 GC2456'STATION, 26.0 FEET SOUTH OF CENTER LINE OF ROUTE 76, NEAR DOOR OF
 GC2456'FILLING STATION, AND 54.24 FEET IN AZIMUTH 62 DEG 01 MIN. FROM
 GC2456'STATION SUMMIT (SEE DESCRIPTION THEREOF).  MARKED BY STANDARD
 GC2456'BENCH-MARK DISK, STAMPED U.S.C. AND G.S. B. M. W-3 1921 AND P.T.
 GC2456'STA. NO. 8 W 1925 TENN., SET IN TOP OF SQUARE CONCRETE POST
 GC2456'PROJECTING 1 FOOT ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1841 ***********************************************************************
 GA1841  DESIGNATION -  W 4
 GA1841  PID         -  GA1841
 GA1841  STATE/COUNTY-  TN/HAWKINS
 GA1841  USGS QUAD   -  BULLS GAP (1976)
 GA1841
 GA1841                         *CURRENT SURVEY CONTROL
 GA1841  ___________________________________________________________________
 GA1841* NAD 83(1986)-  36 18 47.     (N)    083 00 53.     (W)     SCALED    
 GA1841* NAVD 88     -       361.102  (meters)    1184.72   (feet)  ADJUSTED  
 GA1841  ___________________________________________________________________
 GA1841  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1841  DYNAMIC HT  -         360.771 (meters)    1183.63  (feet)  COMP
 GA1841  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 GA1841
 GA1841  VERT ORDER  -  FIRST     CLASS I
 GA1841
 GA1841.The horizontal coordinates were scaled from a topographic map and have
 GA1841.an estimated accuracy of +/- 6 seconds.
 GA1841
 GA1841.The orthometric height was determined by differential leveling
 GA1841.and adjusted by the National Geodetic Survey in June 1991..
 GA1841
 GA1841.The geoid height was determined by GEOID03.
 GA1841
 GA1841.The dynamic height is computed by dividing the NAVD 88
 GA1841.geopotential number by the normal gravity value computed on the
 GA1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1841.degrees latitude (g = 980.6199 gals.).
 GA1841
 GA1841.The modeled gravity was interpolated from observed gravity values.
 GA1841
 GA1841;                    North         East    Units  Estimated Accuracy
 GA1841;SPC TN       -   223,740.      868,050.      MT  (+/- 180 meters Scaled)
 GA1841
 GA1841                          SUPERSEDED SURVEY CONTROL
 GA1841
 GA1841  NGVD 29 (??/??/92)  361.255  (m)         1185.22   (f) ADJ UNCH    1 1
 GA1841
 GA1841.Superseded values are not recommended for survey control.
 GA1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1841.See file dsdata.txt to determine how the superseded data were derived.
 GA1841
 GA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA191205(NAD 83)
 GA1841_MARKER: DB = BENCH MARK DISK
 GA1841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1841_SP_SET: OVERPASS
 GA1841_STAMPING: W 4 1931 1885.555
 GA1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1841
 GA1841  HISTORY     - Date     Condition        Report By
 GA1841  HISTORY     - 1931     MONUMENTED       CGS
 GA1841  HISTORY     - 1967     GOOD             NGS
 GA1841
 GA1841                          STATION DESCRIPTION
 GA1841
 GA1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1841'5.9 MI NE FROM BULLS GAP.
 GA1841'ABOUT 5.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1841'RAILROAD FROM THE STATION AT BULLS GAP, 0.15 MILE NORTHEAST OF
 GA1841'MILEPOST 81, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GA1841'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR STATE HIGHWAY 66,
 GA1841'7 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND
 GA1841'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1393 ***********************************************************************
 FC1393  DESIGNATION -  W 40
 FC1393  PID         -  FC1393
 FC1393  STATE/COUNTY-  TN/MARION
 FC1393  USGS QUAD   -  WHITWELL (1982)
 FC1393
 FC1393                         *CURRENT SURVEY CONTROL
 FC1393  ___________________________________________________________________
 FC1393* NAD 83(1986)-  35 11 05.     (N)    085 30 20.     (W)     SCALED    
 FC1393* NAVD 88     -       197.986  (meters)     649.56   (feet)  ADJUSTED  
 FC1393  ___________________________________________________________________
 FC1393  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1393  DYNAMIC HT  -         197.796 (meters)     648.94  (feet)  COMP
 FC1393  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FC1393
 FC1393  VERT ORDER  -  SECOND    CLASS 0
 FC1393
 FC1393.The horizontal coordinates were scaled from a topographic map and have
 FC1393.an estimated accuracy of +/- 6 seconds.
 FC1393
 FC1393.The orthometric height was determined by differential leveling
 FC1393.and adjusted by the National Geodetic Survey in June 1991..
 FC1393
 FC1393.The geoid height was determined by GEOID03.
 FC1393
 FC1393.The dynamic height is computed by dividing the NAVD 88
 FC1393.geopotential number by the normal gravity value computed on the
 FC1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1393.degrees latitude (g = 980.6199 gals.).
 FC1393
 FC1393.The modeled gravity was interpolated from observed gravity values.
 FC1393
 FC1393;                    North         East    Units  Estimated Accuracy
 FC1393;SPC TN       -    94,580.      645,040.      MT  (+/- 180 meters Scaled)
 FC1393
 FC1393                          SUPERSEDED SURVEY CONTROL
 FC1393
 FC1393  NGVD 29 (??/??/92)  198.016  (m)          649.66   (f) ADJ UNCH    2 0
 FC1393
 FC1393.Superseded values are not recommended for survey control.
 FC1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1393.See file dsdata.txt to determine how the superseded data were derived.
 FC1393
 FC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD360945(NAD 83)
 FC1393_MARKER: DB = BENCH MARK DISK
 FC1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1393_STAMPING: W 40 1934
 FC1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1393+STABILITY: SURFACE MOTION
 FC1393
 FC1393  HISTORY     - Date     Condition        Report By
 FC1393  HISTORY     - 1934     MONUMENTED       CGS
 FC1393  HISTORY     - 1949     GOOD             NGS
 FC1393
 FC1393                          STATION DESCRIPTION
 FC1393
 FC1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1393'1.5 MI E FROM WHITWELL.
 FC1393'1.5 MILES EAST ALONG STATE HIGHWAY 27 FROM WHITWELL, MARION
 FC1393'COUNTY, AT THE VILLAGE OF CROSSROADS, AT THE Y-INTERSECTION
 FC1393'OF THE SULPHUR SPRING ROAD, OPPOSITE THE C.E. LOCKHART SERVICE
 FC1393'STATION IN 1934, ON THE BURRELL SMITH PROPERTY, 35 FEET SOUTH
 FC1393'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A STEEL
 FC1393'WITNESS POST WITH A MARKER, AND 1 FOOT INSIDE THE FENCE LINE.
 FC1393'A STANDARD DISK, STAMPED W 40 1934 AND SET IN THE TOP OF A CONCRETE
 FC1393'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1730 ***********************************************************************
 FB1730  DESIGNATION -  W 41
 FB1730  PID         -  FB1730
 FB1730  STATE/COUNTY-  TN/SEVIER
 FB1730  USGS QUAD   -  SHOOKS GAP (1987)
 FB1730
 FB1730                         *CURRENT SURVEY CONTROL
 FB1730  ___________________________________________________________________
 FB1730* NAD 83(1986)-  35 53 19.     (N)    083 45 18.     (W)     SCALED    
 FB1730* NAVD 88     -       328.455  (meters)    1077.61   (feet)  ADJUSTED  
 FB1730  ___________________________________________________________________
 FB1730  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB1730  DYNAMIC HT  -         328.148 (meters)    1076.60  (feet)  COMP
 FB1730  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FB1730
 FB1730  VERT ORDER  -  SECOND    CLASS 0
 FB1730
 FB1730.The horizontal coordinates were scaled from a topographic map and have
 FB1730.an estimated accuracy of +/- 6 seconds.
 FB1730
 FB1730.The orthometric height was determined by differential leveling
 FB1730.and adjusted by the National Geodetic Survey in June 1991..
 FB1730
 FB1730.The geoid height was determined by GEOID03.
 FB1730
 FB1730.The dynamic height is computed by dividing the NAVD 88
 FB1730.geopotential number by the normal gravity value computed on the
 FB1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1730.degrees latitude (g = 980.6199 gals.).
 FB1730
 FB1730.The modeled gravity was interpolated from observed gravity values.
 FB1730
 FB1730;                    North         East    Units  Estimated Accuracy
 FB1730;SPC TN       -   174,880.      802,670.      MT  (+/- 180 meters Scaled)
 FB1730
 FB1730                          SUPERSEDED SURVEY CONTROL
 FB1730
 FB1730  NGVD 29 (??/??/92)  328.582  (m)         1078.02   (f) ADJ UNCH    2 0
 FB1730
 FB1730.Superseded values are not recommended for survey control.
 FB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1730.See file dsdata.txt to determine how the superseded data were derived.
 FB1730
 FB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV513751(NAD 83)
 FB1730_MARKER: DB = BENCH MARK DISK
 FB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1730_STAMPING: W 41 1934
 FB1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1730+STABILITY: SURFACE MOTION
 FB1730
 FB1730  HISTORY     - Date     Condition        Report By
 FB1730  HISTORY     - 1934     MONUMENTED       CGS
 FB1730  HISTORY     - 1950     GOOD             NGS
 FB1730
 FB1730                          STATION DESCRIPTION
 FB1730
 FB1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1730'15 MI NW FROM SEVIERVILLE.
 FB1730'15.0 MILES NORHTWEST ALONG THE TENNESSEE AND NORTH CAROLINA
 FB1730'RAILWAY FROM SEVIERVILLE, SEVIER COUNTY, 14.4 MILES SOUTHEAST
 FB1730'OF KNOXVILLE, KNOX COUNTY, AT PITNERS CROSSING, ABOUT 11 RAILS
 FB1730'WEST OF TEH CENTER OF THE CROSSING OF STATE HWY. 35, ABOUT 4
 FB1730'RAILS WEST OF A PRIVATE-ROAD CROSSING, 50 FEET NORTH OF THE
 FB1730'CENTERLINE OF STATE HIGHWAY 35, AND 15 FEET NORTH OF THE
 FB1730'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED W 41 1934
 FB1730'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0857 ***********************************************************************
 FC0857  DESIGNATION -  W 42
 FC0857  PID         -  FC0857
 FC0857  STATE/COUNTY-  TN/CUMBERLAND
 FC0857  USGS QUAD   -  GRASSY COVE (1976)
 FC0857
 FC0857                         *CURRENT SURVEY CONTROL
 FC0857  ___________________________________________________________________
 FC0857* NAD 83(1986)-  35 51 42.     (N)    084 59 25.     (W)     SCALED    
 FC0857* NAVD 88     -       591.027  (meters)    1939.06   (feet)  ADJUSTED  
 FC0857  ___________________________________________________________________
 FC0857  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC0857  DYNAMIC HT  -         590.468 (meters)    1937.23  (feet)  COMP
 FC0857  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0857
 FC0857  VERT ORDER  -  SECOND    CLASS 0
 FC0857
 FC0857.The horizontal coordinates were scaled from a topographic map and have
 FC0857.an estimated accuracy of +/- 6 seconds.
 FC0857
 FC0857.The orthometric height was determined by differential leveling
 FC0857.and adjusted by the National Geodetic Survey in June 1991..
 FC0857
 FC0857.The geoid height was determined by GEOID03.
 FC0857
 FC0857.The dynamic height is computed by dividing the NAVD 88
 FC0857.geopotential number by the normal gravity value computed on the
 FC0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0857.degrees latitude (g = 980.6199 gals.).
 FC0857
 FC0857.The modeled gravity was interpolated from observed gravity values.
 FC0857
 FC0857;                    North         East    Units  Estimated Accuracy
 FC0857;SPC TN       -   170,040.      691,190.      MT  (+/- 180 meters Scaled)
 FC0857
 FC0857                          SUPERSEDED SURVEY CONTROL
 FC0857
 FC0857  NGVD 29 (??/??/92)  591.080  (m)         1939.23   (f) ADJ UNCH    2 0
 FC0857
 FC0857.Superseded values are not recommended for survey control.
 FC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0857.See file dsdata.txt to determine how the superseded data were derived.
 FC0857
 FC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE814704(NAD 83)
 FC0857_MARKER: DB = BENCH MARK DISK
 FC0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0857_STAMPING: W 42 1934
 FC0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0857+STABILITY: SURFACE MOTION
 FC0857
 FC0857  HISTORY     - Date     Condition        Report By
 FC0857  HISTORY     - 1934     MONUMENTED       CGS
 FC0857  HISTORY     - 1934     GOOD             NGS
 FC0857  HISTORY     - 1973     MARK NOT FOUND   TVA
 FC0857
 FC0857                          STATION DESCRIPTION
 FC0857
 FC0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0857'7.1 MI S FROM CROSSVILLE.
 FC0857'7.1 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 FC0857'COUNTY, 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LINNERY
 FC0857'SCHOOL, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET
 FC0857'WEST OF A 10-INCH TREE.  A STANDARD DISK, STAMPED W 42 1934 AND
 FC0857'SET IN THE TOP OF A CONCRETE POST.
 FC0857
 FC0857                          STATION RECOVERY (1973)
 FC0857
 FC0857'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1035 ***********************************************************************
 FC1035  DESIGNATION -  W 43
 FC1035  PID         -  FC1035
 FC1035  STATE/COUNTY-  TN/BLEDSOE
 FC1035  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC1035
 FC1035                         *CURRENT SURVEY CONTROL
 FC1035  ___________________________________________________________________
 FC1035* NAD 83(1986)-  35 39 08.     (N)    085 11 02.     (W)     SCALED    
 FC1035* NAVD 88     -       487.264  (meters)    1598.63   (feet)  ADJUSTED  
 FC1035  ___________________________________________________________________
 FC1035  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1035  DYNAMIC HT  -         486.810 (meters)    1597.14  (feet)  COMP
 FC1035  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC1035
 FC1035  VERT ORDER  -  SECOND    CLASS 0
 FC1035
 FC1035.The horizontal coordinates were scaled from a topographic map and have
 FC1035.an estimated accuracy of +/- 6 seconds.
 FC1035
 FC1035.The orthometric height was determined by differential leveling
 FC1035.and adjusted by the National Geodetic Survey in June 1991..
 FC1035
 FC1035.The geoid height was determined by GEOID03.
 FC1035
 FC1035.The dynamic height is computed by dividing the NAVD 88
 FC1035.geopotential number by the normal gravity value computed on the
 FC1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1035.degrees latitude (g = 980.6199 gals.).
 FC1035
 FC1035.The modeled gravity was interpolated from observed gravity values.
 FC1035
 FC1035;                    North         East    Units  Estimated Accuracy
 FC1035;SPC TN       -   146,640.      673,900.      MT  (+/- 180 meters Scaled)
 FC1035
 FC1035                          SUPERSEDED SURVEY CONTROL
 FC1035
 FC1035  NGVD 29 (??/??/92)  487.320  (m)         1598.82   (f) ADJ UNCH    2 0
 FC1035
 FC1035.Superseded values are not recommended for survey control.
 FC1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1035.See file dsdata.txt to determine how the superseded data were derived.
 FC1035
 FC1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE644468(NAD 83)
 FC1035_MARKER: DB = BENCH MARK DISK
 FC1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1035_STAMPING: W 43 1934
 FC1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1035+STABILITY: SURFACE MOTION
 FC1035
 FC1035  HISTORY     - Date     Condition        Report By
 FC1035  HISTORY     - 1934     MONUMENTED       CGS
 FC1035
 FC1035                          STATION DESCRIPTION
 FC1035
 FC1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1035'4.1 MI NW FROM PIKEVILLE.
 FC1035'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE,
 FC1035'BLEDSOE COUNTY, ON THE TOP OF THE MOUNTAIN, 300 FEET WEST OF A
 FC1035'ROCK CUT AT A SHARP TURN, 65 FEET WEST OF A SMALL MILL, 50 FEET
 FC1035'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A YARD
 FC1035'FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FC1035'STAMPED W 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1672 ***********************************************************************
 GB1672  DESIGNATION -  W 44
 GB1672  PID         -  GB1672
 GB1672  STATE/COUNTY-  TN/CUMBERLAND
 GB1672  USGS QUAD   -  ISOLINE (1974)
 GB1672
 GB1672                         *CURRENT SURVEY CONTROL
 GB1672  ___________________________________________________________________
 GB1672* NAD 83(1986)-  36 02 15.     (N)    085 02 59.     (W)     SCALED    
 GB1672* NAVD 88     -       545.623  (meters)    1790.10   (feet)  ADJUSTED  
 GB1672  ___________________________________________________________________
 GB1672  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB1672  DYNAMIC HT  -         545.117 (meters)    1788.44  (feet)  COMP
 GB1672  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GB1672
 GB1672  VERT ORDER  -  SECOND    CLASS 0
 GB1672
 GB1672.The horizontal coordinates were scaled from a topographic map and have
 GB1672.an estimated accuracy of +/- 6 seconds.
 GB1672
 GB1672.The orthometric height was determined by differential leveling
 GB1672.and adjusted by the National Geodetic Survey in June 1991..
 GB1672
 GB1672.The geoid height was determined by GEOID03.
 GB1672
 GB1672.The dynamic height is computed by dividing the NAVD 88
 GB1672.geopotential number by the normal gravity value computed on the
 GB1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1672.degrees latitude (g = 980.6199 gals.).
 GB1672
 GB1672.The modeled gravity was interpolated from observed gravity values.
 GB1672
 GB1672;                    North         East    Units  Estimated Accuracy
 GB1672;SPC TN       -   189,490.      685,640.      MT  (+/- 180 meters Scaled)
 GB1672
 GB1672                          SUPERSEDED SURVEY CONTROL
 GB1672
 GB1672  NGVD 29 (??/??/92)  545.681  (m)         1790.29   (f) ADJ UNCH    2 0
 GB1672
 GB1672.Superseded values are not recommended for survey control.
 GB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1672.See file dsdata.txt to determine how the superseded data were derived.
 GB1672
 GB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE757898(NAD 83)
 GB1672_MARKER: DB = BENCH MARK DISK
 GB1672_SETTING: 66 = SET IN ROCK OUTCROP
 GB1672_SP_SET: BEDROCK
 GB1672_STAMPING: W 44 1935
 GB1672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1672+STABILITY: POSITION/ELEVATION WELL
 GB1672
 GB1672  HISTORY     - Date     Condition        Report By
 GB1672  HISTORY     - 1934     MONUMENTED       CGS
 GB1672
 GB1672                          STATION DESCRIPTION
 GB1672
 GB1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1672'6.8 MI N FROM CROSSVILLE.
 GB1672'6.8 MILES NORTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 GB1672'COUNTY, 150 FEET NORTH OF A SMALL WOODEN BRIDGE, 30 FEET WEST OF
 GB1672'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF BEDROCK, AND ABOUT
 GB1672'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED W 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2294 ***********************************************************************
 GA2294  DESIGNATION -  W 45
 GA2294  PID         -  GA2294
 GA2294  STATE/COUNTY-  TN/GRAINGER
 GA2294  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2294
 GA2294                         *CURRENT SURVEY CONTROL
 GA2294  ___________________________________________________________________
 GA2294* NAD 83(1986)-  36 19 02.     (N)    083 36 53.     (W)     SCALED    
 GA2294* NAVD 88     -       381.840  (meters)    1252.75   (feet)  ADJUSTED  
 GA2294  ___________________________________________________________________
 GA2294  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2294  DYNAMIC HT  -         381.493 (meters)    1251.62  (feet)  COMP
 GA2294  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GA2294
 GA2294  VERT ORDER  -  SECOND    CLASS 0
 GA2294
 GA2294.The horizontal coordinates were scaled from a topographic map and have
 GA2294.an estimated accuracy of +/- 6 seconds.
 GA2294
 GA2294.The orthometric height was determined by differential leveling
 GA2294.and adjusted by the National Geodetic Survey in June 1991..
 GA2294
 GA2294.The geoid height was determined by GEOID03.
 GA2294
 GA2294.The dynamic height is computed by dividing the NAVD 88
 GA2294.geopotential number by the normal gravity value computed on the
 GA2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2294.degrees latitude (g = 980.6199 gals.).
 GA2294
 GA2294.The modeled gravity was interpolated from observed gravity values.
 GA2294
 GA2294;                    North         East    Units  Estimated Accuracy
 GA2294;SPC TN       -   222,720.      814,180.      MT  (+/- 180 meters Scaled)
 GA2294
 GA2294                          SUPERSEDED SURVEY CONTROL
 GA2294
 GA2294  NGVD 29 (??/??/92)  381.905  (m)         1252.97   (f) ADJ UNCH    2 0
 GA2294
 GA2294.Superseded values are not recommended for survey control.
 GA2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2294.See file dsdata.txt to determine how the superseded data were derived.
 GA2294
 GA2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA652223(NAD 83)
 GA2294_MARKER: DB = BENCH MARK DISK
 GA2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2294_STAMPING: W 45 1934
 GA2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2294+STABILITY: SURFACE MOTION
 GA2294
 GA2294  HISTORY     - Date     Condition        Report By
 GA2294  HISTORY     - 1934     MONUMENTED       CGS
 GA2294  HISTORY     - 1950     GOOD             NGS
 GA2294
 GA2294                          STATION DESCRIPTION
 GA2294
 GA2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2294'AT LIBERTY HILL.
 GA2294'AT LIBERTY HILL, GRAINGER COUNTY, ON THE SOUTHERN RAILWAY,
 GA2294'68.1 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 125
 GA2294'FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK STORE, 99 FEET
 GA2294'WEST OF THE NORTHWEST CORNER OF A LARGE TWO-STORY WHITE HOUSE,
 GA2294'28 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET
 GA2294'SOUTHEAST OF A DIRT ROAD, 10.3 FEET NORTHEAST OF A FENCE CORNER
 GA2294'(THIS IS ALSO A PROPERTY CORNER), 10.8 FEET NORTHEAST OF A STEEL
 GA2294'POST WITH A CONTROL-MARKER SIGN, AND 0.3 FOOT UNDERGROUND.
 GA2294'A STANDARD DISK, STAMPED W 45 1934 AND SET IN THE TOP OF A
 GA2294'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1790 ***********************************************************************
 FB1790  DESIGNATION -  W 47
 FB1790  PID         -  FB1790
 FB1790  STATE/COUNTY-  TN/SEVIER
 FB1790  USGS QUAD   -  PIGEON FORGE (1970)
 FB1790
 FB1790                         *CURRENT SURVEY CONTROL
 FB1790  ___________________________________________________________________
 FB1790* NAD 83(1986)-  35 47 17.     (N)    083 33 21.     (W)     SCALED    
 FB1790* NAVD 88     -       307.736  (meters)    1009.63   (feet)  ADJUSTED  
 FB1790  ___________________________________________________________________
 FB1790  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FB1790  DYNAMIC HT  -         307.443 (meters)    1008.67  (feet)  COMP
 FB1790  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 FB1790
 FB1790  VERT ORDER  -  SECOND    CLASS 0
 FB1790
 FB1790.The horizontal coordinates were scaled from a topographic map and have
 FB1790.an estimated accuracy of +/- 6 seconds.
 FB1790
 FB1790.The orthometric height was determined by differential leveling
 FB1790.and adjusted by the National Geodetic Survey in June 1991..
 FB1790
 FB1790.The geoid height was determined by GEOID03.
 FB1790
 FB1790.The dynamic height is computed by dividing the NAVD 88
 FB1790.geopotential number by the normal gravity value computed on the
 FB1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1790.degrees latitude (g = 980.6199 gals.).
 FB1790
 FB1790.The modeled gravity was interpolated from observed gravity values.
 FB1790
 FB1790;                    North         East    Units  Estimated Accuracy
 FB1790;SPC TN       -   164,160.      820,930.      MT  (+/- 180 meters Scaled)
 FB1790
 FB1790                          SUPERSEDED SURVEY CONTROL
 FB1790
 FB1790  NGVD 29 (??/??/92)  307.859  (m)         1010.03   (f) ADJ UNCH    2 0
 FB1790
 FB1790.Superseded values are not recommended for survey control.
 FB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1790.See file dsdata.txt to determine how the superseded data were derived.
 FB1790
 FB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV690634(NAD 83)
 FB1790_MARKER: DB = BENCH MARK DISK
 FB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1790_STAMPING: W 47 1934
 FB1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1790+STABILITY: SURFACE MOTION
 FB1790
 FB1790  HISTORY     - Date     Condition        Report By
 FB1790  HISTORY     - 1934     MONUMENTED       CGS
 FB1790  HISTORY     - 1949     GOOD             TVA
 FB1790  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1790  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1790
 FB1790                          STATION DESCRIPTION
 FB1790
 FB1790'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FB1790'AT PIGEON FORGE.
 FB1790'RECOVERED AS DESCRIBED BY TVA.  AT PIGEON FORGE, ON STATE HIGHWAY
 FB1790'71, 500 FEET NORTHWEST OF THE CONCRETE BRIDGE OVER LITTLE
 FB1790'PIGEON RIVER, AT A CURVE, 150 FEET SOUTH OF THE GATEWAY SERVICE
 FB1790'STATION, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 FB1790'NORTH OF POLE 244, 1 FOOT WEST OF A FENCE, AND 0.5 FOOT SOUTHEAST
 FB1790'OF A WITNESS POST.  A STANDARD DISK, STAMPED W 47 1934 AND SET IN
 FB1790'THE TOP OF A CONCRETE POST.
 FB1790
 FB1790                          STATION RECOVERY (1969)
 FB1790
 FB1790'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1790'MARK NOT FOUND.
 FB1790
 FB1790                          STATION RECOVERY (1972)
 FB1790
 FB1790'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0979 ***********************************************************************
 GB0979  DESIGNATION -  W 48
 GB0979  PID         -  GB0979
 GB0979  STATE/COUNTY-  TN/FENTRESS
 GB0979  USGS QUAD   -  RUGBY (1984)
 GB0979
 GB0979                         *CURRENT SURVEY CONTROL
 GB0979  ___________________________________________________________________
 GB0979* NAD 83(1986)-  36 21 31.     (N)    084 44 21.     (W)     SCALED    
 GB0979* NAVD 88     -       432.766  (meters)    1419.83   (feet)  ADJUSTED  
 GB0979  ___________________________________________________________________
 GB0979  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0979  DYNAMIC HT  -         432.394 (meters)    1418.61  (feet)  COMP
 GB0979  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GB0979
 GB0979  VERT ORDER  -  SECOND    CLASS 0
 GB0979
 GB0979.The horizontal coordinates were scaled from a topographic map and have
 GB0979.an estimated accuracy of +/- 6 seconds.
 GB0979
 GB0979.The orthometric height was determined by differential leveling
 GB0979.and adjusted by the National Geodetic Survey in June 1991..
 GB0979
 GB0979.The geoid height was determined by GEOID03.
 GB0979
 GB0979.The dynamic height is computed by dividing the NAVD 88
 GB0979.geopotential number by the normal gravity value computed on the
 GB0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0979.degrees latitude (g = 980.6199 gals.).
 GB0979
 GB0979.The modeled gravity was interpolated from observed gravity values.
 GB0979
 GB0979;                    North         East    Units  Estimated Accuracy
 GB0979;SPC TN       -   225,440.      713,160.      MT  (+/- 180 meters Scaled)
 GB0979
 GB0979                          SUPERSEDED SURVEY CONTROL
 GB0979
 GB0979  NGVD 29 (??/??/92)  432.886  (m)         1420.23   (f) ADJ UNCH    2 0
 GB0979
 GB0979.Superseded values are not recommended for survey control.
 GB0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0979.See file dsdata.txt to determine how the superseded data were derived.
 GB0979
 GB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF028260(NAD 83)
 GB0979_MARKER: DB = BENCH MARK DISK
 GB0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0979_STAMPING: W 48 1934
 GB0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0979+STABILITY: SURFACE MOTION
 GB0979
 GB0979  HISTORY     - Date     Condition        Report By
 GB0979  HISTORY     - 1934     MONUMENTED       CGS
 GB0979
 GB0979                          STATION DESCRIPTION
 GB0979
 GB0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0979'9 MI E FROM ALLARDT.
 GB0979'9.0 MILES EAST ALONG STATE HIGHWAY 52 FROM ALLARDT, FENTRESS
 GB0979'COUNTY, 135 FEET EAST OF THE SUMMIT OF A RIDGE, AND 36 FEET
 GB0979'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GB0979'STAMPED W 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0595 ***********************************************************************
 GB0595  DESIGNATION -  W 50
 GB0595  PID         -  GB0595
 GB0595  STATE/COUNTY-  TN/CAMPBELL
 GB0595  USGS QUAD   -  JACKSBORO (1991)
 GB0595
 GB0595                         *CURRENT SURVEY CONTROL
 GB0595  ___________________________________________________________________
 GB0595* NAD 83(1986)-  36 22 11.     (N)    084 07 59.     (W)     SCALED    
 GB0595* NAVD 88     -       346.442  (meters)    1136.62   (feet)  ADJUSTED  
 GB0595  ___________________________________________________________________
 GB0595  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0595  DYNAMIC HT  -         346.132 (meters)    1135.60  (feet)  COMP
 GB0595  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 GB0595
 GB0595  VERT ORDER  -  SECOND    CLASS 0
 GB0595
 GB0595.The horizontal coordinates were scaled from a topographic map and have
 GB0595.an estimated accuracy of +/- 6 seconds.
 GB0595
 GB0595.The orthometric height was determined by differential leveling
 GB0595.and adjusted by the National Geodetic Survey in June 1991..
 GB0595
 GB0595.The geoid height was determined by GEOID03.
 GB0595
 GB0595.The dynamic height is computed by dividing the NAVD 88
 GB0595.geopotential number by the normal gravity value computed on the
 GB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0595.degrees latitude (g = 980.6199 gals.).
 GB0595
 GB0595.The modeled gravity was interpolated from observed gravity values.
 GB0595
 GB0595;                    North         East    Units  Estimated Accuracy
 GB0595;SPC TN       -   227,540.      767,530.      MT  (+/- 180 meters Scaled)
 GB0595
 GB0595                          SUPERSEDED SURVEY CONTROL
 GB0595
 GB0595  NGVD 29 (??/??/92)  346.561  (m)         1137.01   (f) ADJ UNCH    2 0
 GB0595
 GB0595.Superseded values are not recommended for survey control.
 GB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0595.See file dsdata.txt to determine how the superseded data were derived.
 GB0595
 GB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF572287(NAD 83)
 GB0595_MARKER: DB = BENCH MARK DISK
 GB0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0595_STAMPING: W 50 1934
 GB0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0595+STABILITY: SURFACE MOTION
 GB0595
 GB0595  HISTORY     - Date     Condition        Report By
 GB0595  HISTORY     - 1934     MONUMENTED       CGS
 GB0595  HISTORY     - 1949     GOOD             NGS
 GB0595  HISTORY     - 1973     GOOD             TVA
 GB0595
 GB0595                          STATION DESCRIPTION
 GB0595
 GB0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0595'0.8 MI SW FROM LA FOLLETTE.
 GB0595'0.8 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0595'FROM THE STATION AT LA FOLLETTE, CAMPBELL COUNTY, 800 FEET
 GB0595'NORTHEAST OF MILEPOST L 225, 65 FEET SOUTH OF A GRADE CROSSING,
 GB0595'18 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 1 FOOT EAST OF A
 GB0595'FENCE.  A STANDARD DISK, STAMPED W 50 1934 AND SET IN THE
 GB0595'TOP OF A CONCRETE POST.
 GB0595
 GB0595                          STATION RECOVERY (1973)
 GB0595
 GB0595'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0372 ***********************************************************************
 GA0372  DESIGNATION -  W 52
 GA0372  PID         -  GA0372
 GA0372  STATE/COUNTY-  TN/UNICOI
 GA0372  USGS QUAD   -  ERWIN (1971)
 GA0372
 GA0372                         *CURRENT SURVEY CONTROL
 GA0372  ___________________________________________________________________
 GA0372* NAD 83(1986)-  36 08 37.     (N)    082 25 07.     (W)     SCALED    
 GA0372* NAVD 88     -       510.786  (meters)    1675.80   (feet)  ADJUSTED  
 GA0372  ___________________________________________________________________
 GA0372  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA0372  DYNAMIC HT  -         510.283 (meters)    1674.15  (feet)  COMP
 GA0372  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 GA0372
 GA0372  VERT ORDER  -  SECOND    CLASS 0
 GA0372
 GA0372.The horizontal coordinates were scaled from a topographic map and have
 GA0372.an estimated accuracy of +/- 6 seconds.
 GA0372
 GA0372.The orthometric height was determined by differential leveling
 GA0372.and adjusted by the National Geodetic Survey in June 1991..
 GA0372
 GA0372.The geoid height was determined by GEOID03.
 GA0372
 GA0372.The dynamic height is computed by dividing the NAVD 88
 GA0372.geopotential number by the normal gravity value computed on the
 GA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0372.degrees latitude (g = 980.6199 gals.).
 GA0372
 GA0372.The modeled gravity was interpolated from observed gravity values.
 GA0372
 GA0372;                    North         East    Units  Estimated Accuracy
 GA0372;SPC TN       -   206,750.      922,240.      MT  (+/- 180 meters Scaled)
 GA0372
 GA0372                          SUPERSEDED SURVEY CONTROL
 GA0372
 GA0372  NGVD 29 (??/??/92)  510.911  (m)         1676.21   (f) ADJ UNCH    2 0
 GA0372
 GA0372.Superseded values are not recommended for survey control.
 GA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0372.See file dsdata.txt to determine how the superseded data were derived.
 GA0372
 GA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA723008(NAD 83)
 GA0372_MARKER: DB = BENCH MARK DISK
 GA0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0372_STAMPING: W 52 1934
 GA0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0372+STABILITY: SURFACE MOTION
 GA0372
 GA0372  HISTORY     - Date     Condition        Report By
 GA0372  HISTORY     - 1934     MONUMENTED       CGS
 GA0372  HISTORY     - 20021203 POOR             JCLS
 GA0372
 GA0372                          STATION DESCRIPTION
 GA0372
 GA0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0372'AT ERWIN.
 GA0372'AT ERWIN, UNICOI COUNTY, OPPOSITE THE NORTHWEST CORNER OF THE
 GA0372'FIRST BAPTIST CHURCH, 30 FEET EAST OF THE EAST CURB, AND 9 FEET
 GA0372'SOUTH OF THE SOUTH CURB.  A STANDARD DISK, STAMPED W 52 1934 AND
 GA0372'SET IN THE TOP OF A CONCRETE POST.
 GA0372
 GA0372                          STATION RECOVERY (2002)
 GA0372
 GA0372'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 GA0372'DISK IS MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0359 ***********************************************************************
 FC0359  DESIGNATION -  W 53
 FC0359  PID         -  FC0359
 FC0359  STATE/COUNTY-  TN/MCMINN
 FC0359  USGS QUAD   -  ENGLEWOOD (1980)
 FC0359
 FC0359                         *CURRENT SURVEY CONTROL
 FC0359  ___________________________________________________________________
 FC0359* NAD 83(1986)-  35 26 49.     (N)    084 27 33.     (W)     SCALED    
 FC0359* NAVD 88     -       277.040  (meters)     908.92   (feet)  ADJUSTED  
 FC0359  ___________________________________________________________________
 FC0359  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0359  DYNAMIC HT  -         276.773 (meters)     908.05  (feet)  COMP
 FC0359  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 FC0359
 FC0359  VERT ORDER  -  SECOND    CLASS 0
 FC0359
 FC0359.The horizontal coordinates were scaled from a topographic map and have
 FC0359.an estimated accuracy of +/- 6 seconds.
 FC0359
 FC0359.The orthometric height was determined by differential leveling
 FC0359.and adjusted by the National Geodetic Survey in June 1991..
 FC0359
 FC0359.The geoid height was determined by GEOID03.
 FC0359
 FC0359.The dynamic height is computed by dividing the NAVD 88
 FC0359.geopotential number by the normal gravity value computed on the
 FC0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0359.degrees latitude (g = 980.6199 gals.).
 FC0359
 FC0359.The modeled gravity was interpolated from observed gravity values.
 FC0359
 FC0359;                    North         East    Units  Estimated Accuracy
 FC0359;SPC TN       -   124,660.      739,880.      MT  (+/- 180 meters Scaled)
 FC0359
 FC0359                          SUPERSEDED SURVEY CONTROL
 FC0359
 FC0359  NGVD 29 (??/??/92)  277.120  (m)          909.18   (f) ADJ UNCH    2 0
 FC0359
 FC0359.Superseded values are not recommended for survey control.
 FC0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0359.See file dsdata.txt to determine how the superseded data were derived.
 FC0359
 FC0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE306255(NAD 83)
 FC0359_MARKER: DB = BENCH MARK DISK
 FC0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0359_SP_SET: ABUTMENT
 FC0359_STAMPING: W 53 1934
 FC0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0359
 FC0359  HISTORY     - Date     Condition        Report By
 FC0359  HISTORY     - 1934     MONUMENTED       CGS
 FC0359  HISTORY     - 1949     GOOD             NGS
 FC0359
 FC0359                          STATION DESCRIPTION
 FC0359
 FC0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0359'2 MI NW FROM ENGLEWOOD.
 FC0359'2.0 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0359'FROM ENGLEWOOD, MC MINN COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST
 FC0359'324, AT BRIDGE 113 OVER A COUNTY ROAD, IN THE TOP OF THE
 FC0359'SOUTHWEST CONCRETE ABUTMENT, AND 4 FEET FROM THE NORTHWEST END.
 FC0359'A STANDARD DISK, STAMPED W 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1894 ***********************************************************************
 GA1894  DESIGNATION -  W 54
 GA1894  PID         -  GA1894
 GA1894  STATE/COUNTY-  TN/HAWKINS
 GA1894  USGS QUAD   -  CAMELOT (1976)
 GA1894
 GA1894                         *CURRENT SURVEY CONTROL
 GA1894  ___________________________________________________________________
 GA1894* NAD 83(1986)-  36 24 15.     (N)    083 00 18.     (W)     SCALED    
 GA1894* NAVD 88     -       391.622  (meters)    1284.85   (feet)  ADJUSTED  
 GA1894  ___________________________________________________________________
 GA1894  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1894  DYNAMIC HT  -         391.265 (meters)    1283.68  (feet)  COMP
 GA1894  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1894
 GA1894  VERT ORDER  -  SECOND    CLASS 0
 GA1894
 GA1894.The horizontal coordinates were scaled from a topographic map and have
 GA1894.an estimated accuracy of +/- 6 seconds.
 GA1894
 GA1894.The orthometric height was determined by differential leveling
 GA1894.and adjusted by the National Geodetic Survey in June 1991..
 GA1894
 GA1894.The geoid height was determined by GEOID03.
 GA1894
 GA1894.The dynamic height is computed by dividing the NAVD 88
 GA1894.geopotential number by the normal gravity value computed on the
 GA1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1894.degrees latitude (g = 980.6199 gals.).
 GA1894
 GA1894.The modeled gravity was interpolated from observed gravity values.
 GA1894
 GA1894;                    North         East    Units  Estimated Accuracy
 GA1894;SPC TN       -   233,870.      868,610.      MT  (+/- 180 meters Scaled)
 GA1894
 GA1894                          SUPERSEDED SURVEY CONTROL
 GA1894
 GA1894  NGVD 29 (??/??/92)  391.773  (m)         1285.34   (f) ADJ UNCH    2 0
 GA1894
 GA1894.Superseded values are not recommended for survey control.
 GA1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1894.See file dsdata.txt to determine how the superseded data were derived.
 GA1894
 GA1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA202306(NAD 83)
 GA1894_MARKER: DB = BENCH MARK DISK
 GA1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1894_STAMPING: W 54 1934
 GA1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1894+STABILITY: SURFACE MOTION
 GA1894
 GA1894  HISTORY     - Date     Condition        Report By
 GA1894  HISTORY     - 1934     MONUMENTED       CGS
 GA1894  HISTORY     - 1949     GOOD             NGS
 GA1894
 GA1894                          STATION DESCRIPTION
 GA1894
 GA1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1894'AT ROGERSVILLE.
 GA1894'AT ROGERSVILLE, 50 FEET SOUTH OF THE SOUTH END OF THE SOUTHERN
 GA1894'RAILWAY STATION, 12 FEET WEST OF A POLE, 6 FEET NORTH OF THE
 GA1894'NORTHERNMOST TREE IN LINE WITH THE EAST EDGE OF THE RAILROAD
 GA1894'GRADE, 30 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.
 GA1894'MONUMENT IS ON EDGE OF RAILROAD BANK.  STATION MASTER SHOWED
 GA1894'ABOUT WHERE MONUMENT WAS AND POINT HAS BEEN COVERED WITH ABOUT
 GA1894'2 FOOT FILL.  A STANDARD DISK, STAMPED W 54 1934 AND SET IN
 GA1894'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 GA1894'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1560 ***********************************************************************
 GA1560  DESIGNATION -  W 55
 GA1560  PID         -  GA1560
 GA1560  STATE/COUNTY-  TN/HANCOCK
 GA1560  USGS QUAD   -  KYLES FORD (1969)
 GA1560
 GA1560                         *CURRENT SURVEY CONTROL
 GA1560  ___________________________________________________________________
 GA1560* NAD 83(1986)-  36 35 31.     (N)    083 04 14.     (W)     SCALED    
 GA1560* NAVD 88     -       356.488  (meters)    1169.58   (feet)  ADJUSTED  
 GA1560  ___________________________________________________________________
 GA1560  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1560  DYNAMIC HT  -         356.172 (meters)    1168.54  (feet)  COMP
 GA1560  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 GA1560
 GA1560  VERT ORDER  -  SECOND    CLASS 0
 GA1560
 GA1560.The horizontal coordinates were scaled from a topographic map and have
 GA1560.an estimated accuracy of +/- 6 seconds.
 GA1560
 GA1560.The orthometric height was determined by differential leveling
 GA1560.and adjusted by the National Geodetic Survey in June 1991..
 GA1560
 GA1560.The geoid height was determined by GEOID03.
 GA1560
 GA1560.The dynamic height is computed by dividing the NAVD 88
 GA1560.geopotential number by the normal gravity value computed on the
 GA1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1560.degrees latitude (g = 980.6199 gals.).
 GA1560
 GA1560.The modeled gravity was interpolated from observed gravity values.
 GA1560
 GA1560;                    North         East    Units  Estimated Accuracy
 GA1560;SPC TN       -   254,520.      862,110.      MT  (+/- 180 meters Scaled)
 GA1560
 GA1560                          SUPERSEDED SURVEY CONTROL
 GA1560
 GA1560  NGVD 29 (??/??/92)  356.642  (m)         1170.08   (f) ADJ UNCH    2 0
 GA1560
 GA1560.Superseded values are not recommended for survey control.
 GA1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1560.See file dsdata.txt to determine how the superseded data were derived.
 GA1560
 GA1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA147516(NAD 83)
 GA1560_MARKER: DB = BENCH MARK DISK
 GA1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1560_STAMPING: W 55 1934
 GA1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1560+STABILITY: SURFACE MOTION
 GA1560
 GA1560  HISTORY     - Date     Condition        Report By
 GA1560  HISTORY     - 1934     MONUMENTED       CGS
 GA1560  HISTORY     - 1935     GOOD             NGS
 GA1560
 GA1560                          STATION DESCRIPTION
 GA1560
 GA1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1560'AT HANCOCK.
 GA1560'ABOUT 21-3/4 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1560'HAWKINS COUNTY, 0.2 MILE SOUTH OF THE TENNESSEE-VIRGINIA STATE
 GA1560'LINE, 75 FEET NORTH OF BLACKWATER CREEK, 100 YARDS SOUTH OF
 GA1560'S.C. SURGENERS STORE, IN THE SOUTHWEST CORNER OF THE GARDEN,
 GA1560'ON THE PROPERTY OF MRS. M. LAUSAY, AND 50 FEET WEST OF THE
 GA1560'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 55 1934
 GA1560'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GA1560'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1395 ***********************************************************************
 GA1395  DESIGNATION -  W 57
 GA1395  PID         -  GA1395
 GA1395  STATE/COUNTY-  TN/SULLIVAN
 GA1395  USGS QUAD   -  KINGSPORT (1991)
 GA1395
 GA1395                         *CURRENT SURVEY CONTROL
 GA1395  ___________________________________________________________________
 GA1395* NAD 83(1986)-  36 32 54.     (N)    082 33 34.     (W)     SCALED    
 GA1395* NAVD 88     -       367.938  (meters)    1207.14   (feet)  ADJUSTED  
 GA1395  ___________________________________________________________________
 GA1395  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1395  DYNAMIC HT  -         367.609 (meters)    1206.06  (feet)  COMP
 GA1395  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 GA1395
 GA1395  VERT ORDER  -  SECOND    CLASS 0
 GA1395
 GA1395.The horizontal coordinates were scaled from a topographic map and have
 GA1395.an estimated accuracy of +/- 6 seconds.
 GA1395
 GA1395.The orthometric height was determined by differential leveling
 GA1395.and adjusted by the National Geodetic Survey in June 1991..
 GA1395
 GA1395.The geoid height was determined by GEOID03.
 GA1395
 GA1395.The dynamic height is computed by dividing the NAVD 88
 GA1395.geopotential number by the normal gravity value computed on the
 GA1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1395.degrees latitude (g = 980.6199 gals.).
 GA1395
 GA1395.The modeled gravity was interpolated from observed gravity values.
 GA1395
 GA1395;                    North         East    Units  Estimated Accuracy
 GA1395;SPC TN       -   251,170.      908,000.      MT  (+/- 180 meters Scaled)
 GA1395
 GA1395                          SUPERSEDED SURVEY CONTROL
 GA1395
 GA1395.No superseded survey control is available for this station.
 GA1395
 GA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA604459(NAD 83)
 GA1395_MARKER: DB = BENCH MARK DISK
 GA1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1395+STABILITY: SURFACE MOTION
 GA1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1395+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 GA1395
 GA1395  HISTORY     - Date     Condition        Report By
 GA1395  HISTORY     - 1934     MONUMENTED       CGS
 GA1395  HISTORY     - 1958     SEE DESCRIPTION  NGS
 GA1395  HISTORY     - 20020202 GOOD             USPSQD
 GA1395  HISTORY     - 20030925 GOOD             GEOCAC
 GA1395
 GA1395                          STATION DESCRIPTION
 GA1395
 GA1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA1395'AT KINGSPORT.
 GA1395'AT KINGSPORT, SULLIVAN COUNTY, IN THE SOUTHWEST CORNER OF THE
 GA1395'POST OFFICE YARD, 1 FOOT NORTH AND 1 FOOT EAST OF THE SIDEWALKS.
 GA1395'A STANDARD DISK STAMPED W 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA1395'POST.  IT HAS BEEN REPORTED BY THE POSTMASTER THAT THE MARK IS
 GA1395'BLANK.
 GA1395
 GA1395                          STATION RECOVERY (2002)
 GA1395
 GA1395'RECOVERY NOTE BY US POWER SQUADRON 2002 (ACM)
 GA1395'MARK IS NORTH OF THE JUNCTION OF W NEW ST. AND BROAD ST. AND FLUSH
 GA1395'WITH THE SIDEWALK. IT IS NEAR THE SOUTHWEST CORNER OF THE LIBRARY.
 GA1395
 GA1395                          STATION RECOVERY (2003)
 GA1395
 GA1395'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1065 ***********************************************************************
 FZ1065  DESIGNATION -  W 58
 FZ1065  PID         -  FZ1065
 FZ1065  STATE/COUNTY-  TN/JOHNSON
 FZ1065  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1065
 FZ1065                         *CURRENT SURVEY CONTROL
 FZ1065  ___________________________________________________________________
 FZ1065* NAD 83(1986)-  36 33 19.     (N)    081 46 14.     (W)     SCALED    
 FZ1065* NAVD 88     -       745.325  (meters)    2445.29   (feet)  ADJUSTED  
 FZ1065  ___________________________________________________________________
 FZ1065  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FZ1065  DYNAMIC HT  -         744.597 (meters)    2442.90  (feet)  COMP
 FZ1065  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 FZ1065
 FZ1065  VERT ORDER  -  SECOND    CLASS 0
 FZ1065
 FZ1065.The horizontal coordinates were scaled from a topographic map and have
 FZ1065.an estimated accuracy of +/- 6 seconds.
 FZ1065
 FZ1065.The orthometric height was determined by differential leveling
 FZ1065.and adjusted by the National Geodetic Survey in June 1991..
 FZ1065
 FZ1065.The geoid height was determined by GEOID03.
 FZ1065
 FZ1065.The dynamic height is computed by dividing the NAVD 88
 FZ1065.geopotential number by the normal gravity value computed on the
 FZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1065.degrees latitude (g = 980.6199 gals.).
 FZ1065
 FZ1065.The modeled gravity was interpolated from observed gravity values.
 FZ1065
 FZ1065;                    North         East    Units  Estimated Accuracy
 FZ1065;SPC TN       -   254,710.      978,540.      MT  (+/- 180 meters Scaled)
 FZ1065
 FZ1065                          SUPERSEDED SURVEY CONTROL
 FZ1065
 FZ1065  NGVD 29 (??/??/92)  745.388  (m)         2445.49   (f) ADJ UNCH    2 0
 FZ1065
 FZ1065.Superseded values are not recommended for survey control.
 FZ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1065.See file dsdata.txt to determine how the superseded data were derived.
 FZ1065
 FZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA310458(NAD 83)
 FZ1065_MARKER: DB = BENCH MARK DISK
 FZ1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1065_STAMPING: 2445.671 W 58 1934
 FZ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1065+STABILITY: SURFACE MOTION
 FZ1065
 FZ1065  HISTORY     - Date     Condition        Report By
 FZ1065  HISTORY     - 1934     MONUMENTED       CGS
 FZ1065
 FZ1065                          STATION DESCRIPTION
 FZ1065
 FZ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1065'1 MI S FROM LAUREL BLOOMERY.
 FZ1065'1.0 MILE SOUTH ALONG STATE HIGHWAY 91 FROM LAUREL BLOOMERY,
 FZ1065'JOHNSON COUNTY, 100 YARDS SOUTHWEST OF LAUREL CREEK BRIDGE, 100
 FZ1065'YARDS NORTHEAST OF THE HOUSE OF J.W. SIMMONS, 5 FEET NORTHEAST OF
 FZ1065'THE NORTHEAST END OF A SMALL LOG CABIN, AND 40 FEET NORTHWEST OF
 FZ1065'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2445.671
 FZ1065'W 58 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 FZ1065'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0828 ***********************************************************************
 GD0828  DESIGNATION -  W 59
 GD0828  PID         -  GD0828
 GD0828  STATE/COUNTY-  TN/DYER
 GD0828  USGS QUAD   -  TATUMVILLE (1981)
 GD0828
 GD0828                         *CURRENT SURVEY CONTROL
 GD0828  ___________________________________________________________________
 GD0828* NAD 83(1986)-  36 02 31.     (N)    089 11 42.     (W)     SCALED    
 GD0828* NAVD 88     -        87.666  (meters)     287.62   (feet)  ADJUSTED  
 GD0828  ___________________________________________________________________
 GD0828  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0828  DYNAMIC HT  -          87.592 (meters)     287.37  (feet)  COMP
 GD0828  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GD0828
 GD0828  VERT ORDER  -  SECOND    CLASS 0
 GD0828
 GD0828.The horizontal coordinates were scaled from a topographic map and have
 GD0828.an estimated accuracy of +/- 6 seconds.
 GD0828
 GD0828.The orthometric height was determined by differential leveling
 GD0828.and adjusted by the National Geodetic Survey in June 1991..
 GD0828
 GD0828.The geoid height was determined by GEOID03.
 GD0828
 GD0828.The dynamic height is computed by dividing the NAVD 88
 GD0828.geopotential number by the normal gravity value computed on the
 GD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0828.degrees latitude (g = 980.6199 gals.).
 GD0828
 GD0828.The modeled gravity was interpolated from observed gravity values.
 GD0828
 GD0828;                    North         East    Units  Estimated Accuracy
 GD0828;SPC TN       -   194,270.      312,140.      MT  (+/- 180 meters Scaled)
 GD0828
 GD0828                          SUPERSEDED SURVEY CONTROL
 GD0828
 GD0828  NGVD 29 (??/??/??)   87.649  (m)          287.56   (f) ADJUSTED    2 0
 GD0828
 GD0828.Superseded values are not recommended for survey control.
 GD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0828.See file dsdata.txt to determine how the superseded data were derived.
 GD0828
 GD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE022908(NAD 83)
 GD0828_MARKER: DB = BENCH MARK DISK
 GD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0828_STAMPING: W 59 1935
 GD0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0828+STABILITY: SURFACE MOTION
 GD0828
 GD0828  HISTORY     - Date     Condition        Report By
 GD0828  HISTORY     - 1935     MONUMENTED       CGS
 GD0828  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0828
 GD0828                          STATION DESCRIPTION
 GD0828
 GD0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0828'AT TATUMVILLE.
 GD0828'AT TATUMVILLE, DYER COUNTY, ON STATE HIGHWAY 104, 325 FEET WEST
 GD0828'OF A ROAD JUNCTION AT A TURN TO THE SOUTH IN THE HIGHWAY, IN THE
 GD0828'SOUTHWEST CORNER OF THE OSCAR LA NERE YARD IN 1935, AND 35 FEET
 GD0828'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GD0828'W 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0828
 GD0828                          STATION RECOVERY (2002)
 GD0828
 GD0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1381 ***********************************************************************
 FC1381  DESIGNATION -  W 6
 FC1381  PID         -  FC1381
 FC1381  STATE/COUNTY-  TN/FRANKLIN
 FC1381  USGS QUAD   -  SEWANEE (1974)
 FC1381
 FC1381                         *CURRENT SURVEY CONTROL
 FC1381  ___________________________________________________________________
 FC1381* NAD 83(1986)-  35 09 18.     (N)    085 58 49.     (W)     SCALED    
 FC1381* NAVD 88     -       349.454  (meters)    1146.50   (feet)  ADJUSTED  
 FC1381  ___________________________________________________________________
 FC1381  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1381  DYNAMIC HT  -         349.104 (meters)    1145.35  (feet)  COMP
 FC1381  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 FC1381
 FC1381  VERT ORDER  -  FIRST     CLASS II
 FC1381
 FC1381.The horizontal coordinates were scaled from a topographic map and have
 FC1381.an estimated accuracy of +/- 6 seconds.
 FC1381
 FC1381.The orthometric height was determined by differential leveling
 FC1381.and adjusted by the National Geodetic Survey in June 1991..
 FC1381
 FC1381.The geoid height was determined by GEOID03.
 FC1381
 FC1381.The dynamic height is computed by dividing the NAVD 88
 FC1381.geopotential number by the normal gravity value computed on the
 FC1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1381.degrees latitude (g = 980.6199 gals.).
 FC1381
 FC1381.The modeled gravity was interpolated from observed gravity values.
 FC1381
 FC1381;                    North         East    Units  Estimated Accuracy
 FC1381;SPC TN       -    91,170.      601,800.      MT  (+/- 180 meters Scaled)
 FC1381
 FC1381                          SUPERSEDED SURVEY CONTROL
 FC1381
 FC1381  NGVD 29 (??/??/92)  349.417  (m)         1146.38   (f) ADJ UNCH    1 2
 FC1381
 FC1381.Superseded values are not recommended for survey control.
 FC1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1381.See file dsdata.txt to determine how the superseded data were derived.
 FC1381
 FC1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED928907(NAD 83)
 FC1381_MARKER: DB = BENCH MARK DISK
 FC1381_SETTING: 66 = SET IN ROCK OUTCROP
 FC1381_SP_SET: BEDROCK
 FC1381_STAMPING: 1146.684 W 6 1930
 FC1381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1381+STABILITY: POSITION/ELEVATION WELL
 FC1381
 FC1381  HISTORY     - Date     Condition        Report By
 FC1381  HISTORY     - 1930     MONUMENTED       CGS
 FC1381  HISTORY     - 1935     GOOD             NGS
 FC1381
 FC1381                          STATION DESCRIPTION
 FC1381
 FC1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1381'1.8 MI SE FROM COWAN.
 FC1381'1.8 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1381'LOUIS RAILWAY FROM COWAN, FRANKLIN COUNTY, 10 RAILS NORTH OF
 FC1381'THE NORTH END OF THE CUMBERLAND MOUNTAIN TUNNEL, 4-1/2 RAILS
 FC1381'NORTH OF SIGNAL 89/1, 52 FEET EAST OF THE EAST RAIL OF THE MAIN
 FC1381'TRACK, IN BEDROCK, AND ABOUT 10 FEET HIGHER THAN THE TRACK.
 FC1381'A STANDARD DISK, STAMPED 1146.684 W 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0898 ***********************************************************************
 FE0898  DESIGNATION -  W 61
 FE0898  PID         -  FE0898
 FE0898  STATE/COUNTY-  TN/LAUDERDALE
 FE0898  USGS QUAD   -  DURHAMVILLE (1981)
 FE0898
 FE0898                         *CURRENT SURVEY CONTROL
 FE0898  ___________________________________________________________________
 FE0898* NAD 83(1986)-  35 42 58.     (N)    089 29 14.     (W)     SCALED    
 FE0898* NAVD 88     -       112.406  (meters)     368.79   (feet)  ADJUSTED  
 FE0898  ___________________________________________________________________
 FE0898  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0898  DYNAMIC HT  -         112.310 (meters)     368.47  (feet)  COMP
 FE0898  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 FE0898
 FE0898  VERT ORDER  -  SECOND    CLASS 0
 FE0898
 FE0898.The horizontal coordinates were scaled from a topographic map and have
 FE0898.an estimated accuracy of +/- 6 seconds.
 FE0898
 FE0898.The orthometric height was determined by differential leveling
 FE0898.and adjusted by the National Geodetic Survey in June 1991..
 FE0898
 FE0898.The geoid height was determined by GEOID03.
 FE0898
 FE0898.The dynamic height is computed by dividing the NAVD 88
 FE0898.geopotential number by the normal gravity value computed on the
 FE0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0898.degrees latitude (g = 980.6199 gals.).
 FE0898
 FE0898.The modeled gravity was interpolated from observed gravity values.
 FE0898
 FE0898;                    North         East    Units  Estimated Accuracy
 FE0898;SPC TN       -   159,040.      284,540.      MT  (+/- 180 meters Scaled)
 FE0898
 FE0898                          SUPERSEDED SURVEY CONTROL
 FE0898
 FE0898  NGVD 29 (??/??/??)  112.393  (m)          368.74   (f) ADJUSTED    2 0
 FE0898
 FE0898.Superseded values are not recommended for survey control.
 FE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0898.See file dsdata.txt to determine how the superseded data were derived.
 FE0898
 FE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE750553(NAD 83)
 FE0898_MARKER: DB = BENCH MARK DISK
 FE0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0898_STAMPING: W 61 1935
 FE0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0898+STABILITY: SURFACE MOTION
 FE0898
 FE0898  HISTORY     - Date     Condition        Report By
 FE0898  HISTORY     - 1935     MONUMENTED       CGS
 FE0898  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0898
 FE0898                          STATION DESCRIPTION
 FE0898
 FE0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0898'3.1 MI E FROM RIPLEY.
 FE0898'3.1 MILES EAST ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 FE0898'AT RIPLEY, LAUDERDALE COUNTY, AT THE JUNCTION OF A T-ROAD LEADING
 FE0898'SOUTH, 36 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, AND
 FE0898'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FE0898'STAMPED W 61 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 FE0898'IS BELIEVED TO HAVE BEEN DESTROYED WHEN THE ROAD WAS REBUILT.
 FE0898
 FE0898                          STATION RECOVERY (1958)
 FE0898
 FE0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0571 ***********************************************************************
 FE0571  DESIGNATION -  W 64
 FE0571  PID         -  FE0571
 FE0571  STATE/COUNTY-  TN/HARDEMAN
 FE0571  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0571
 FE0571                         *CURRENT SURVEY CONTROL
 FE0571  ___________________________________________________________________
 FE0571* NAD 83(1986)-  35 22 01.     (N)    088 55 41.     (W)     SCALED    
 FE0571* NAVD 88     -       144.697  (meters)     474.73   (feet)  ADJUSTED  
 FE0571  ___________________________________________________________________
 FE0571  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE0571  DYNAMIC HT  -         144.564 (meters)     474.29  (feet)  COMP
 FE0571  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FE0571
 FE0571  VERT ORDER  -  SECOND    CLASS 0
 FE0571
 FE0571.The horizontal coordinates were scaled from a topographic map and have
 FE0571.an estimated accuracy of +/- 6 seconds.
 FE0571
 FE0571.The orthometric height was determined by differential leveling
 FE0571.and adjusted by the National Geodetic Survey in June 1991..
 FE0571
 FE0571.The geoid height was determined by GEOID03.
 FE0571
 FE0571.The dynamic height is computed by dividing the NAVD 88
 FE0571.geopotential number by the normal gravity value computed on the
 FE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0571.degrees latitude (g = 980.6199 gals.).
 FE0571
 FE0571.The modeled gravity was interpolated from observed gravity values.
 FE0571
 FE0571;                    North         East    Units  Estimated Accuracy
 FE0571;SPC TN       -   118,660.      333,950.      MT  (+/- 180 meters Scaled)
 FE0571
 FE0571                          SUPERSEDED SURVEY CONTROL
 FE0571
 FE0571  NGVD 29 (??/??/??)  144.698  (m)          474.73   (f) ADJUSTED    2 0
 FE0571
 FE0571.Superseded values are not recommended for survey control.
 FE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0571.See file dsdata.txt to determine how the superseded data were derived.
 FE0571
 FE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE248154(NAD 83)
 FE0571_MARKER: DB = BENCH MARK DISK
 FE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0571_STAMPING: W 64 1935
 FE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0571+STABILITY: SURFACE MOTION
 FE0571
 FE0571  HISTORY     - Date     Condition        Report By
 FE0571  HISTORY     - 1935     MONUMENTED       CGS
 FE0571  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0571
 FE0571                          STATION DESCRIPTION
 FE0571
 FE0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0571'1.8 MI N FROM TOONE.
 FE0571'1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0571'STATION AT TOONE, HARDEMAN COUNTY, AT MILEPOST 422, AND 30 FEET
 FE0571'EAST OF THE TRACK.  A STANDARD DISK, STAMPED W 64 1935 AND SET
 FE0571'IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS EVIDENCE OF
 FE0571'RIGHT-OF-WAY GRADING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0719 ***********************************************************************
 FE0719  DESIGNATION -  W 65
 FE0719  PID         -  FE0719
 FE0719  STATE/COUNTY-  TN/MADISON
 FE0719  USGS QUAD   -  JACKSON NORTH (1983)
 FE0719
 FE0719                         *CURRENT SURVEY CONTROL
 FE0719  ___________________________________________________________________
 FE0719* NAD 83(1986)-  35 37 51.     (N)    088 48 21.     (W)     SCALED    
 FE0719* NAVD 88     -       140.819  (meters)     462.00   (feet)  ADJUSTED  
 FE0719  ___________________________________________________________________
 FE0719  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0719  DYNAMIC HT  -         140.692 (meters)     461.59  (feet)  COMP
 FE0719  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FE0719
 FE0719  VERT ORDER  -  FIRST     CLASS II
 FE0719
 FE0719.The horizontal coordinates were scaled from a topographic map and have
 FE0719.an estimated accuracy of +/- 6 seconds.
 FE0719
 FE0719.The orthometric height was determined by differential leveling
 FE0719.and adjusted by the National Geodetic Survey in June 1991..
 FE0719
 FE0719.The geoid height was determined by GEOID03.
 FE0719
 FE0719.The dynamic height is computed by dividing the NAVD 88
 FE0719.geopotential number by the normal gravity value computed on the
 FE0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0719.degrees latitude (g = 980.6199 gals.).
 FE0719
 FE0719.The modeled gravity was interpolated from observed gravity values.
 FE0719
 FE0719;                    North         East    Units  Estimated Accuracy
 FE0719;SPC TN       -   147,600.      345,890.      MT  (+/- 180 meters Scaled)
 FE0719
 FE0719                          SUPERSEDED SURVEY CONTROL
 FE0719
 FE0719  NGVD 29 (??/??/??)  140.855  (m)          462.12   (f) ADJUSTED    1 2
 FE0719
 FE0719.Superseded values are not recommended for survey control.
 FE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0719.See file dsdata.txt to determine how the superseded data were derived.
 FE0719
 FE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE364445(NAD 83)
 FE0719_MARKER: DB = BENCH MARK DISK
 FE0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0719_STAMPING: W 65 1935
 FE0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0719+STABILITY: SURFACE MOTION
 FE0719
 FE0719  HISTORY     - Date     Condition        Report By
 FE0719  HISTORY     - 1935     MONUMENTED       CGS
 FE0719  HISTORY     - 1935     GOOD             CGS
 FE0719
 FE0719                          STATION DESCRIPTION
 FE0719
 FE0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0719'AT JACKSON.
 FE0719'AT JACKSON, 0.7 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL
 FE0719'RAILROAD FROM THE UNION STATION, 38.2 FEET EAST OF THE EAST
 FE0719'CORNER OF THE MAIN BUILDING OF THE BUDDE AND WEIS MANUFACTURING
 FE0719'CO., 22.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 23 FEET
 FE0719'NORTHEAST OF A TELEPHONE POLE, 96 YARDS SOUTHWEST OF A PUBLIC
 FE0719'GRAVEL ROAD CROSSING, 231 FEET SOUTHWEST AND ACROSS THE TRACK
 FE0719'FROM B.M. Z 159, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FE0719'POST, LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0719'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0995 ***********************************************************************
 FC0995  DESIGNATION -  W 7
 FC0995  PID         -  FC0995
 FC0995  STATE/COUNTY-  TN/WHITE
 FC0995  USGS QUAD   -  SPARTA (1979)
 FC0995
 FC0995                         *CURRENT SURVEY CONTROL
 FC0995  ___________________________________________________________________
 FC0995* NAD 83(1986)-  35 53 41.     (N)    085 29 18.     (W)     SCALED    
 FC0995* NAVD 88     -       288.236  (meters)     945.65   (feet)  ADJUSTED  
 FC0995  ___________________________________________________________________
 FC0995  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC0995  DYNAMIC HT  -         287.978 (meters)     944.81  (feet)  COMP
 FC0995  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 FC0995
 FC0995  VERT ORDER  -  SECOND    CLASS 0
 FC0995
 FC0995.The horizontal coordinates were scaled from a topographic map and have
 FC0995.an estimated accuracy of +/- 6 seconds.
 FC0995
 FC0995.The orthometric height was determined by differential leveling
 FC0995.and adjusted by the National Geodetic Survey in June 1991..
 FC0995
 FC0995.The geoid height was determined by GEOID03.
 FC0995
 FC0995.The dynamic height is computed by dividing the NAVD 88
 FC0995.geopotential number by the normal gravity value computed on the
 FC0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0995.degrees latitude (g = 980.6199 gals.).
 FC0995
 FC0995.The modeled gravity was interpolated from observed gravity values.
 FC0995
 FC0995;                    North         East    Units  Estimated Accuracy
 FC0995;SPC TN       -   173,360.      646,190.      MT  (+/- 180 meters Scaled)
 FC0995
 FC0995                          SUPERSEDED SURVEY CONTROL
 FC0995
 FC0995  NGVD 29 (??/??/92)  288.300  (m)          945.86   (f) ADJ UNCH    2 0
 FC0995
 FC0995.Superseded values are not recommended for survey control.
 FC0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0995.See file dsdata.txt to determine how the superseded data were derived.
 FC0995
 FC0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE364733(NAD 83)
 FC0995_MARKER: DB = BENCH MARK DISK
 FC0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0995_STAMPING: 946.051 W 7 1931
 FC0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0995+STABILITY: SURFACE MOTION
 FC0995
 FC0995  HISTORY     - Date     Condition        Report By
 FC0995  HISTORY     - 1931     MONUMENTED       CGS
 FC0995  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC0995
 FC0995                          STATION DESCRIPTION
 FC0995
 FC0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC0995'2.7 MI SW FROM SPARTA.
 FC0995'2.7 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC0995'LOUIS RAILWAY FROM THE JUNCTION AT SPARTA, WHITE COUNTY, 1-1/2
 FC0995'RAILS NORTHEAST OF POLES 57/15, AT A ROAD CROSSING, 13 FEET
 FC0995'EAST OF THE CENTERLINE OF THE ROAD, AND 13 FEET NORTH OF THE
 FC0995'NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 946.051
 FC0995'W 7 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1032 ***********************************************************************
 FE1032  DESIGNATION -  W 72
 FE1032  PID         -  FE1032
 FE1032  STATE/COUNTY-  TN/FAYETTE
 FE1032  USGS QUAD   -  LACONIA (1983)
 FE1032
 FE1032                         *CURRENT SURVEY CONTROL
 FE1032  ___________________________________________________________________
 FE1032* NAD 83(1986)-  35 16 23.     (N)    089 15 30.     (W)     SCALED    
 FE1032* NAVD 88     -       122.238  (meters)     401.04   (feet)  ADJUSTED  
 FE1032  ___________________________________________________________________
 FE1032  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1032  DYNAMIC HT  -         122.126 (meters)     400.68  (feet)  COMP
 FE1032  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 FE1032
 FE1032  VERT ORDER  -  SECOND    CLASS 0
 FE1032
 FE1032.The horizontal coordinates were scaled from a topographic map and have
 FE1032.an estimated accuracy of +/- 6 seconds.
 FE1032
 FE1032.The orthometric height was determined by differential leveling
 FE1032.and adjusted by the National Geodetic Survey in June 1991..
 FE1032
 FE1032.The geoid height was determined by GEOID03.
 FE1032
 FE1032.The dynamic height is computed by dividing the NAVD 88
 FE1032.geopotential number by the normal gravity value computed on the
 FE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1032.degrees latitude (g = 980.6199 gals.).
 FE1032
 FE1032.The modeled gravity was interpolated from observed gravity values.
 FE1032
 FE1032;                    North         East    Units  Estimated Accuracy
 FE1032;SPC TN       -   109,200.      303,600.      MT  (+/- 180 meters Scaled)
 FE1032
 FE1032                          SUPERSEDED SURVEY CONTROL
 FE1032
 FE1032  NGVD 29 (??/??/??)  122.222  (m)          400.99   (f) ADJUSTED    2 0
 FE1032
 FE1032.Superseded values are not recommended for survey control.
 FE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1032.See file dsdata.txt to determine how the superseded data were derived.
 FE1032
 FE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE945056(NAD 83)
 FE1032_MARKER: DB = BENCH MARK DISK
 FE1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1032_STAMPING: W 72 1935
 FE1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1032+STABILITY: SURFACE MOTION
 FE1032
 FE1032  HISTORY     - Date     Condition        Report By
 FE1032  HISTORY     - 1935     MONUMENTED       CGS
 FE1032  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1032
 FE1032                          STATION DESCRIPTION
 FE1032
 FE1032'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1032'5.7 MI E FROM SOMERVILLE.
 FE1032'5.7 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1032'RAILWAY FROM THE STATION AT SOMERVILLE, FAYETTE COUNTY, AT A
 FE1032'FARM-ROAD CROSSING, 40 FEET SOUTH OF THE CENTERLINE OF THE
 FE1032'TRACK, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 40
 FE1032'FEET NORTHEAST OF A PERSIMMON TREE.  A STANDARD DISK, STAMPED
 FE1032'W 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1161 ***********************************************************************
 FE1161  DESIGNATION -  W 73
 FE1161  PID         -  FE1161
 FE1161  STATE/COUNTY-  TN/FAYETTE
 FE1161  USGS QUAD   -  GALLAWAY (1981)
 FE1161
 FE1161                         *CURRENT SURVEY CONTROL
 FE1161  ___________________________________________________________________
 FE1161* NAD 83(1986)-  35 21 43.     (N)    089 32 04.     (W)     SCALED    
 FE1161* NAVD 88     -        94.281  (meters)     309.32   (feet)  ADJUSTED  
 FE1161  ___________________________________________________________________
 FE1161  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1161  DYNAMIC HT  -          94.197 (meters)     309.04  (feet)  COMP
 FE1161  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FE1161
 FE1161  VERT ORDER  -  SECOND    CLASS 0
 FE1161
 FE1161.The horizontal coordinates were scaled from a topographic map and have
 FE1161.an estimated accuracy of +/- 6 seconds.
 FE1161
 FE1161.The orthometric height was determined by differential leveling
 FE1161.and adjusted by the National Geodetic Survey in June 1991..
 FE1161
 FE1161.The geoid height was determined by GEOID03.
 FE1161
 FE1161.The dynamic height is computed by dividing the NAVD 88
 FE1161.geopotential number by the normal gravity value computed on the
 FE1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1161.degrees latitude (g = 980.6199 gals.).
 FE1161
 FE1161.The modeled gravity was interpolated from observed gravity values.
 FE1161
 FE1161;                    North         East    Units  Estimated Accuracy
 FE1161;SPC TN       -   119,920.      278,850.      MT  (+/- 180 meters Scaled)
 FE1161
 FE1161                          SUPERSEDED SURVEY CONTROL
 FE1161
 FE1161  NGVD 29 (??/??/??)   94.263  (m)          309.26   (f) ADJUSTED    2 0
 FE1161
 FE1161.Superseded values are not recommended for survey control.
 FE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1161.See file dsdata.txt to determine how the superseded data were derived.
 FE1161
 FE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE697161(NAD 83)
 FE1161_MARKER: DB = BENCH MARK DISK
 FE1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1161_STAMPING: W 73 1935
 FE1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1161+STABILITY: SURFACE MOTION
 FE1161
 FE1161  HISTORY     - Date     Condition        Report By
 FE1161  HISTORY     - 1935     MONUMENTED       CGS
 FE1161  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1161
 FE1161                          STATION DESCRIPTION
 FE1161
 FE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1161'2.2 MI SE FROM BRADEN.
 FE1161'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1161'COUNTY, 175 YARDS NORTH OF A BRIDGE, 30 FEET EAST OF THE CENTERLINE
 FE1161'OF THE HIGHWAY, 8 FEET WEST OF A SWEET GUM TREE, AND 8 FEET SOUTH
 FE1161'OF THE FENCE.  A STANDARD DISK, STAMPED W 73 1935 AND SET IN THE
 FE1161'TOP OF A CONCRETE POST.
 FE1161
 FE1161                          STATION RECOVERY (1963)
 FE1161
 FE1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1197 ***********************************************************************
 FE1197  DESIGNATION -  W 74
 FE1197  PID         -  FE1197
 FE1197  STATE/COUNTY-  TN/SHELBY
 FE1197  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1197
 FE1197                         *CURRENT SURVEY CONTROL
 FE1197  ___________________________________________________________________
 FE1197* NAD 83(1986)-  35 10 40.     (N)    089 55 47.     (W)     SCALED    
 FE1197* NAVD 88     -        73.191  (meters)     240.13   (feet)  ADJUSTED  
 FE1197  ___________________________________________________________________
 FE1197  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1197  DYNAMIC HT  -          73.125 (meters)     239.91  (feet)  COMP
 FE1197  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 FE1197
 FE1197  VERT ORDER  -  SECOND    CLASS 0
 FE1197
 FE1197.The horizontal coordinates were scaled from a topographic map and have
 FE1197.an estimated accuracy of +/- 6 seconds.
 FE1197
 FE1197.The orthometric height was determined by differential leveling
 FE1197.and adjusted by the National Geodetic Survey in June 1991..
 FE1197
 FE1197.The geoid height was determined by GEOID03.
 FE1197
 FE1197.The dynamic height is computed by dividing the NAVD 88
 FE1197.geopotential number by the normal gravity value computed on the
 FE1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1197.degrees latitude (g = 980.6199 gals.).
 FE1197
 FE1197.The modeled gravity was interpolated from observed gravity values.
 FE1197
 FE1197;                    North         East    Units  Estimated Accuracy
 FE1197;SPC TN       -   100,880.      242,130.      MT  (+/- 180 meters Scaled)
 FE1197
 FE1197                          SUPERSEDED SURVEY CONTROL
 FE1197
 FE1197  NGVD 29 (??/??/??)   73.170  (m)          240.06   (f) ADJUSTED    2 0
 FE1197
 FE1197.Superseded values are not recommended for survey control.
 FE1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1197.See file dsdata.txt to determine how the superseded data were derived.
 FE1197
 FE1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD331966(NAD 83)
 FE1197_MARKER: DB = BENCH MARK DISK
 FE1197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1197_SP_SET: BRIDGE
 FE1197_STAMPING: W 74 1956
 FE1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1197+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1197
 FE1197  HISTORY     - Date     Condition        Report By
 FE1197  HISTORY     - 1956     MONUMENTED       CGS
 FE1197  HISTORY     - 1959     GOOD             CGS
 FE1197  HISTORY     - 20021015 GOOD             USACE
 FE1197
 FE1197                          STATION DESCRIPTION
 FE1197
 FE1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1197'AT MEMPHIS.
 FE1197'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ABOUT 0.7 MILE
 FE1197'EAST-NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1197'OVERPASS OF JACKSON AVENUE OVER TRACK, ABOUT 0.7 MILE WEST-SOUTHWEST
 FE1197'OF CROSSING OF WELLS STATION ROAD, ABOUT 0.15 MILE WEST OF CROSSING
 FE1197'OF GRAHAM STREET, ALONG CHELSEA AVENUE BETWEEN DUKE AND HELSEY
 FE1197'STREETS, ABOUT 0.05 MILE WEST OF MILE POST 369, IN THE TOP AND
 FE1197'2 FEET WEST-SOUTHWEST OF EAST-NORTHEAST END OF SOUTH-SOUTHEAST
 FE1197'BRIDGE SIDE WALK OF A CONCRETE BRIDGE ON CHELSEA AVENUE, 90 FEET
 FE1197'SOUTH-SOUTHEAST AND ACROSS CHELSEA AVENUE FROM NEAR RAIL OF TRACK,
 FE1197'5.1 FEET SOUTH-SOUTHEAST OF NORTH-NORTHWEST EDGE OF SIDE WALK OF
 FE1197'BRIDGE AND ABOUT 1/2 FOOT ABOVE LEVEL OF BRIDGE.
 FE1197
 FE1197                          STATION RECOVERY (1959)
 FE1197
 FE1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1197'RECOVERED IN GOOD CONDITION.
 FE1197
 FE1197                          STATION RECOVERY (2002)
 FE1197
 FE1197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0480 ***********************************************************************
 FF0480  DESIGNATION -  W 75
 FF0480  PID         -  FF0480
 FF0480  STATE/COUNTY-  TN/SHELBY
 FF0480  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0480
 FF0480                         *CURRENT SURVEY CONTROL
 FF0480  ___________________________________________________________________
 FF0480* NAD 83(1986)-  35 01 14.     (N)    090 07 15.     (W)     SCALED    
 FF0480* NAVD 88     -        77.831  (meters)     255.35   (feet)  ADJUSTED  
 FF0480  ___________________________________________________________________
 FF0480  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0480  DYNAMIC HT  -          77.759 (meters)     255.11  (feet)  COMP
 FF0480  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FF0480
 FF0480  VERT ORDER  -  FIRST     CLASS II
 FF0480
 FF0480.The horizontal coordinates were scaled from a topographic map and have
 FF0480.an estimated accuracy of +/- 6 seconds.
 FF0480
 FF0480.The orthometric height was determined by differential leveling
 FF0480.and adjusted by the National Geodetic Survey in June 1991..
 FF0480
 FF0480.The geoid height was determined by GEOID03.
 FF0480
 FF0480.The dynamic height is computed by dividing the NAVD 88
 FF0480.geopotential number by the normal gravity value computed on the
 FF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0480.degrees latitude (g = 980.6199 gals.).
 FF0480
 FF0480.The modeled gravity was interpolated from observed gravity values.
 FF0480
 FF0480;                    North         East    Units  Estimated Accuracy
 FF0480;SPC TN       -    84,170.      224,000.      MT  (+/- 180 meters Scaled)
 FF0480
 FF0480                          SUPERSEDED SURVEY CONTROL
 FF0480
 FF0480  NGVD 29 (??/??/??)   77.811  (m)          255.28   (f) ADJUSTED    1 2
 FF0480
 FF0480.Superseded values are not recommended for survey control.
 FF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0480.See file dsdata.txt to determine how the superseded data were derived.
 FF0480
 FF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627791(NAD 83)
 FF0480_MARKER: DB = BENCH MARK DISK
 FF0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0480_SP_SET: 50 FEET
 FF0480_STAMPING: W 75 1956
 FF0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0480
 FF0480  HISTORY     - Date     Condition        Report By
 FF0480  HISTORY     - 1956     MONUMENTED       CGS
 FF0480  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0480
 FF0480                          STATION DESCRIPTION
 FF0480
 FF0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0480'6.4 MI SW FROM MEMPHIS.
 FF0480'6.4 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0480'CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.1 MILE NORTH OF MILE
 FF0480'POST M 10, AT THE CROSSING OF WHITE CAP ROAD AT DARWIN, 125 FEET
 FF0480'WEST-NORTHWEST OF NEAR RAIL OF TRACK, 153 FEET NORTHWEST OF CENTER
 FF0480'OF CROSSING OF ROAD, 140 FEET NORTH OF CENTER LINE OF ROAD, 108
 FF0480'FEET NORTH-NORTHEAST OF A FENCE CORNER, 2 FEET EAST-SOUTHEAST OF A
 FF0480'FENCE LINE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0480'6 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED
 FF0480'STEEL ROD ABOUT FLUSH WITH GROUND AND SURROUNDED BY A 4-INCH TILE
 FF0480'WHICH PROJECTS 4 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 50 FEET.
 FF0480
 FF0480                          STATION RECOVERY (1976)
 FF0480
 FF0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0034 ***********************************************************************
 FD0034  DESIGNATION -  W 78
 FD0034  PID         -  FD0034
 FD0034  STATE/COUNTY-  TN/CANNON
 FD0034  USGS QUAD   -  AUBURNTOWN (1983)
 FD0034
 FD0034                         *CURRENT SURVEY CONTROL
 FD0034  ___________________________________________________________________
 FD0034* NAD 83(1986)-  35 54 19.     (N)    086 01 35.     (W)     SCALED    
 FD0034* NAVD 88     -       226.199  (meters)     742.12   (feet)  ADJUSTED  
 FD0034  ___________________________________________________________________
 FD0034  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FD0034  DYNAMIC HT  -         225.996 (meters)     741.46  (feet)  COMP
 FD0034  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FD0034
 FD0034  VERT ORDER  -  SECOND    CLASS 0
 FD0034
 FD0034.The horizontal coordinates were scaled from a topographic map and have
 FD0034.an estimated accuracy of +/- 6 seconds.
 FD0034
 FD0034.The orthometric height was determined by differential leveling
 FD0034.and adjusted by the National Geodetic Survey in June 1991..
 FD0034
 FD0034.The geoid height was determined by GEOID03.
 FD0034
 FD0034.The dynamic height is computed by dividing the NAVD 88
 FD0034.geopotential number by the normal gravity value computed on the
 FD0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0034.degrees latitude (g = 980.6199 gals.).
 FD0034
 FD0034.The modeled gravity was interpolated from observed gravity values.
 FD0034
 FD0034;                    North         East    Units  Estimated Accuracy
 FD0034;SPC TN       -   174,410.      597,620.      MT  (+/- 180 meters Scaled)
 FD0034
 FD0034                          SUPERSEDED SURVEY CONTROL
 FD0034
 FD0034  NGVD 29 (??/??/92)  226.234  (m)          742.24   (f) ADJ UNCH    2 0
 FD0034
 FD0034.Superseded values are not recommended for survey control.
 FD0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0034.See file dsdata.txt to determine how the superseded data were derived.
 FD0034
 FD0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE878738(NAD 83)
 FD0034_MARKER: DB = BENCH MARK DISK
 FD0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0034_SP_SET: CULVERT
 FD0034_STAMPING: W 78 1935
 FD0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0034
 FD0034  HISTORY     - Date     Condition        Report By
 FD0034  HISTORY     - 1935     MONUMENTED       CGS
 FD0034  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0034
 FD0034                          STATION DESCRIPTION
 FD0034
 FD0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FD0034'3.3 MI S FROM GASSAWAY.
 FD0034'3.3 MILES SOUTH ALONG HIGHWAY 53 FROM THE POST OFFICE AT GASSAWAY,
 FD0034'CANNON COUNTY, 120 FEET SOUTHWEST OF THE SOUTHWEST END OF A SMALL
 FD0034'LOG CABIN WITH A STONE CHIMNEY, AT A CONCRETE CULVERT, IN THE
 FD0034'TOP OF THE EAST END OF THE SOUTH HEADWALL, 12.6 FEET SOUTH OF THE
 FD0034'CENTERLINE OF THE HIGHWAY, 4.5 FEET WEST OF THE EAST END OF THE
 FD0034'HEADWALL AND 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD
 FD0034'DISK, STAMPED W 78 1935.
 FD0034
 FD0034                          STATION RECOVERY (2002)
 FD0034
 FD0034'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0168 ***********************************************************************
 GC0168  DESIGNATION -  W 79
 GC0168  PID         -  GC0168
 GC0168  STATE/COUNTY-  TN/WILSON
 GC0168  USGS QUAD   -  WATERTOWN (1994)
 GC0168
 GC0168                         *CURRENT SURVEY CONTROL
 GC0168  ___________________________________________________________________
 GC0168* NAD 83(1986)-  36 06 39.     (N)    086 11 55.     (W)     SCALED    
 GC0168* NAVD 88     -       214.423  (meters)     703.49   (feet)  ADJUSTED  
 GC0168  ___________________________________________________________________
 GC0168  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0168  DYNAMIC HT  -         214.240 (meters)     702.89  (feet)  COMP
 GC0168  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0168
 GC0168  VERT ORDER  -  SECOND    CLASS 0
 GC0168
 GC0168.The horizontal coordinates were scaled from a topographic map and have
 GC0168.an estimated accuracy of +/- 6 seconds.
 GC0168
 GC0168.The orthometric height was determined by differential leveling
 GC0168.and adjusted by the National Geodetic Survey in June 1991..
 GC0168
 GC0168.The geoid height was determined by GEOID03.
 GC0168
 GC0168.The dynamic height is computed by dividing the NAVD 88
 GC0168.geopotential number by the normal gravity value computed on the
 GC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0168.degrees latitude (g = 980.6199 gals.).
 GC0168
 GC0168.The modeled gravity was interpolated from observed gravity values.
 GC0168
 GC0168;                    North         East    Units  Estimated Accuracy
 GC0168;SPC TN       -   197,230.      582,120.      MT  (+/- 180 meters Scaled)
 GC0168
 GC0168                          SUPERSEDED SURVEY CONTROL
 GC0168
 GC0168  NGVD 29 (??/??/92)  214.479  (m)          703.67   (f) ADJ UNCH    2 0
 GC0168
 GC0168.Superseded values are not recommended for survey control.
 GC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0168.See file dsdata.txt to determine how the superseded data were derived.
 GC0168
 GC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE721965(NAD 83)
 GC0168_MARKER: DB = BENCH MARK DISK
 GC0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0168_STAMPING: W 79 1935
 GC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0168+STABILITY: SURFACE MOTION
 GC0168
 GC0168  HISTORY     - Date     Condition        Report By
 GC0168  HISTORY     - 1935     MONUMENTED       CGS
 GC0168  HISTORY     - 20010226 POOR             TNDT
 GC0168
 GC0168                          STATION DESCRIPTION
 GC0168
 GC0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0168'4.1 MI W FROM WATERTOWN.
 GC0168'4.1 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0168'STATION AT WATERTOWN, WILSON COUNTY, 48 YARDS NORTHWEST OF THE
 GC0168'NORTHWEST END OF BRIDGE 4087 OVER A STREAM, 23 FEET SOUTHEAST
 GC0168'OF THE CENTERLINE OF A DIRT ROAD, 24 FEET SOUTHWEST OF THE
 GC0168'SOUTHWEST RAIL, AND 2 FEET LOWER THAN THE BASE OF THE RAIL.  A
 GC0168'STANDARD DISK, STAMPED W 79 1935 AND SET IN THE TOP OF A CONCRETE
 GC0168'POST.
 GC0168
 GC0168                          STATION RECOVERY (2001)
 GC0168
 GC0168'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0168'TOP OF POST HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0439 ***********************************************************************
 GC0439  DESIGNATION -  W 8
 GC0439  PID         -  GC0439
 GC0439  STATE/COUNTY-  TN/DAVIDSON
 GC0439  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0439
 GC0439                         *CURRENT SURVEY CONTROL
 GC0439  ___________________________________________________________________
 GC0439* NAD 83(1986)-  36 09 52.     (N)    086 47 21.     (W)     SCALED    
 GC0439* NAVD 88     -       134.170  (meters)     440.19   (feet)  ADJUSTED  
 GC0439  ___________________________________________________________________
 GC0439  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0439  DYNAMIC HT  -         134.055 (meters)     439.81  (feet)  COMP
 GC0439  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0439
 GC0439  VERT ORDER  -  FIRST     CLASS II
 GC0439
 GC0439.The horizontal coordinates were scaled from a topographic map and have
 GC0439.an estimated accuracy of +/- 6 seconds.
 GC0439
 GC0439.The orthometric height was determined by differential leveling
 GC0439.and adjusted by the National Geodetic Survey in June 1991..
 GC0439.WARNING-Repeat measurements at this control monument indicate possible
 GC0439.vertical movement.
 GC0439
 GC0439.The geoid height was determined by GEOID03.
 GC0439
 GC0439.The dynamic height is computed by dividing the NAVD 88
 GC0439.geopotential number by the normal gravity value computed on the
 GC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0439.degrees latitude (g = 980.6199 gals.).
 GC0439
 GC0439.The modeled gravity was interpolated from observed gravity values.
 GC0439
 GC0439;                    North         East    Units  Estimated Accuracy
 GC0439;SPC TN       -   203,450.      529,000.      MT  (+/- 180 meters Scaled)
 GC0439
 GC0439                          SUPERSEDED SURVEY CONTROL
 GC0439
 GC0439  NGVD 29 (??/??/92)  134.192  (m)          440.26   (f) ADJ UNCH    1 2
 GC0439
 GC0439.Superseded values are not recommended for survey control.
 GC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0439.See file dsdata.txt to determine how the superseded data were derived.
 GC0439
 GC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF189022(NAD 83)
 GC0439_MARKER: DB = BENCH MARK DISK
 GC0439_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC0439_STAMPING: W 8 440.622 1931
 GC0439_MARK LOGO: CGS   
 GC0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0439
 GC0439  HISTORY     - Date     Condition        Report By
 GC0439  HISTORY     - 1931     MONUMENTED       CGS
 GC0439  HISTORY     - 1948     GOOD             NGS
 GC0439  HISTORY     - 1963     GOOD             NGS
 GC0439  HISTORY     - 1984     GOOD             NGS
 GC0439
 GC0439                          STATION DESCRIPTION
 GC0439
 GC0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0439'AT NASHVILLE.
 GC0439'AT NASHVILLE, ABOUT 0.5 MILE NORTH ALONG THE LOUISVILLE AND
 GC0439'NASHVILLE RAILROAD FROM THE UNION STATION AT NASHVILLE, SET
 GC0439'IN THE TOP OF THE SOUTH MASONRY BRIDGE SEAT OF THE RAILROAD
 GC0439'OVER PASS OVER PEARL STREET, AT THE SOUTHWEST CORNER OF THE
 GC0439'BRIDGE, 3.5 FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND
 GC0439'TRACK, 1.2 FEET NORTH OF THE MASONRY ABUTMENT BACKWALL AND
 GC0439'ABOUT 6.5 FEET BELOW THE TRACK.
 GC0439
 GC0439                          STATION RECOVERY (1963)
 GC0439
 GC0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GC0439'RECOVERED IN GOOD CONDITION.
 GC0439
 GC0439                          STATION RECOVERY (1984)
 GC0439
 GC0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1349 ***********************************************************************
 GB1349  DESIGNATION -  W 81
 GB1349  PID         -  GB1349
 GB1349  STATE/COUNTY-  TN/CLAY
 GB1349  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1349
 GB1349                         *CURRENT SURVEY CONTROL
 GB1349  ___________________________________________________________________
 GB1349* NAD 83(1986)-  36 30 31.     (N)    085 26 27.     (W)     SCALED    
 GB1349* NAVD 88     -       287.575  (meters)     943.49   (feet)  ADJUSTED  
 GB1349  ___________________________________________________________________
 GB1349  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB1349  DYNAMIC HT  -         287.324 (meters)     942.66  (feet)  COMP
 GB1349  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 GB1349
 GB1349  VERT ORDER  -  SECOND    CLASS 0
 GB1349
 GB1349.The horizontal coordinates were scaled from a topographic map and have
 GB1349.an estimated accuracy of +/- 6 seconds.
 GB1349
 GB1349.The orthometric height was determined by differential leveling
 GB1349.and adjusted by the National Geodetic Survey in June 1991..
 GB1349
 GB1349.The geoid height was determined by GEOID03.
 GB1349
 GB1349.The dynamic height is computed by dividing the NAVD 88
 GB1349.geopotential number by the normal gravity value computed on the
 GB1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1349.degrees latitude (g = 980.6199 gals.).
 GB1349
 GB1349.The modeled gravity was interpolated from observed gravity values.
 GB1349
 GB1349;                    North         East    Units  Estimated Accuracy
 GB1349;SPC TN       -   241,500.      650,090.      MT  (+/- 180 meters Scaled)
 GB1349
 GB1349                          SUPERSEDED SURVEY CONTROL
 GB1349
 GB1349  NGVD 29 (??/??/92)  287.671  (m)          943.80   (f) ADJ UNCH    2 0
 GB1349
 GB1349.Superseded values are not recommended for survey control.
 GB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1349.See file dsdata.txt to determine how the superseded data were derived.
 GB1349
 GB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF396414(NAD 83)
 GB1349_MARKER: DB = BENCH MARK DISK
 GB1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1349_STAMPING: W 81 1935
 GB1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1349+STABILITY: SURFACE MOTION
 GB1349
 GB1349  HISTORY     - Date     Condition        Report By
 GB1349  HISTORY     - 1935     MONUMENTED       CGS
 GB1349  HISTORY     - 1953     GOOD             USGS
 GB1349  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB1349
 GB1349                          STATION DESCRIPTION
 GB1349
 GB1349'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GB1349'6.4 MI SE FROM CELINA.
 GB1349'6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 52 FROM THE COURTHOUSE
 GB1349'AT CELINA, CLAY COUNTY, 39 YARDS NORTH OF THE NORTHWEST CORNER
 GB1349'OF A SCHOOLHOUSE, 9 FEET SOUTH OF THE NORTH EDGE OF THE LAWN,
 GB1349'21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2
 GB1349'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 81
 GB1349'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 GB1349'STAMPING IS COMPLETELY OBLITERATED.
 GB1349
 GB1349                          STATION RECOVERY (1968)
 GB1349
 GB1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1744 ***********************************************************************
 GB1744  DESIGNATION -  W 83
 GB1744  PID         -  GB1744
 GB1744  STATE/COUNTY-  TN/SMITH
 GB1744  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1744
 GB1744                         *CURRENT SURVEY CONTROL
 GB1744  ___________________________________________________________________
 GB1744* NAD 83(1986)-  36 07 46.     (N)    085 50 22.     (W)     SCALED    
 GB1744* NAVD 88     -       176.988  (meters)     580.67   (feet)  ADJUSTED  
 GB1744  ___________________________________________________________________
 GB1744  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1744  DYNAMIC HT  -         176.834 (meters)     580.16  (feet)  COMP
 GB1744  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GB1744
 GB1744  VERT ORDER  -  SECOND    CLASS 0
 GB1744
 GB1744.The horizontal coordinates were scaled from a topographic map and have
 GB1744.an estimated accuracy of +/- 6 seconds.
 GB1744
 GB1744.The orthometric height was determined by differential leveling
 GB1744.and adjusted by the National Geodetic Survey in June 1991..
 GB1744
 GB1744.The geoid height was determined by GEOID03.
 GB1744
 GB1744.The dynamic height is computed by dividing the NAVD 88
 GB1744.geopotential number by the normal gravity value computed on the
 GB1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1744.degrees latitude (g = 980.6199 gals.).
 GB1744
 GB1744.The modeled gravity was interpolated from observed gravity values.
 GB1744
 GB1744;                    North         East    Units  Estimated Accuracy
 GB1744;SPC TN       -   199,290.      614,450.      MT  (+/- 180 meters Scaled)
 GB1744
 GB1744                          SUPERSEDED SURVEY CONTROL
 GB1744
 GB1744  NGVD 29 (??/??/92)  177.054  (m)          580.88   (f) ADJ UNCH    2 0
 GB1744
 GB1744.Superseded values are not recommended for survey control.
 GB1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1744.See file dsdata.txt to determine how the superseded data were derived.
 GB1744
 GB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE044989(NAD 83)
 GB1744_MARKER: DB = BENCH MARK DISK
 GB1744_SETTING: 66 = SET IN ROCK OUTCROP
 GB1744_SP_SET: ROCK OUTCROP
 GB1744_STAMPING: W 83 1935
 GB1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1744+STABILITY: POSITION/ELEVATION WELL
 GB1744
 GB1744  HISTORY     - Date     Condition        Report By
 GB1744  HISTORY     - 1935     MONUMENTED       CGS
 GB1744  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1744
 GB1744                          STATION DESCRIPTION
 GB1744
 GB1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1744'1.3 MI E FROM LANCASTER.
 GB1744'1.3 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1744'STATION AT LANCASTER, SMITH COUNTY, 7 FEET NORTHWEST OF A METAL
 GB1744'CULVERT, 10 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A
 GB1744'LIMESTONE OUTCROP, AND 3 FEET HIGHER THAN THE RAIL.  A STANDARD
 GB1744'DISK, STAMPED W 83 1935.
 GB1744
 GB1744                          STATION RECOVERY (1960)
 GB1744
 GB1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1642 ***********************************************************************
 GB1642  DESIGNATION -  W 84
 GB1642  PID         -  GB1642
 GB1642  STATE/COUNTY-  TN/CUMBERLAND
 GB1642  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1642
 GB1642                         *CURRENT SURVEY CONTROL
 GB1642  ___________________________________________________________________
 GB1642* NAD 83(1986)-  36 02 45.     (N)    085 11 53.     (W)     SCALED    
 GB1642* NAVD 88     -       601.107  (meters)    1972.13   (feet)  ADJUSTED  
 GB1642  ___________________________________________________________________
 GB1642  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GB1642  DYNAMIC HT  -         600.548 (meters)    1970.30  (feet)  COMP
 GB1642  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 GB1642
 GB1642  VERT ORDER  -  SECOND    CLASS 0
 GB1642
 GB1642.The horizontal coordinates were scaled from a topographic map and have
 GB1642.an estimated accuracy of +/- 6 seconds.
 GB1642
 GB1642.The orthometric height was determined by differential leveling
 GB1642.and adjusted by the National Geodetic Survey in June 1991..
 GB1642
 GB1642.The geoid height was determined by GEOID03.
 GB1642
 GB1642.The dynamic height is computed by dividing the NAVD 88
 GB1642.geopotential number by the normal gravity value computed on the
 GB1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1642.degrees latitude (g = 980.6199 gals.).
 GB1642
 GB1642.The modeled gravity was interpolated from observed gravity values.
 GB1642
 GB1642;                    North         East    Units  Estimated Accuracy
 GB1642;SPC TN       -   190,300.      672,260.      MT  (+/- 180 meters Scaled)
 GB1642
 GB1642                          SUPERSEDED SURVEY CONTROL
 GB1642
 GB1642  NGVD 29 (??/??/92)  601.133  (m)         1972.22   (f) ADJ UNCH    2 0
 GB1642
 GB1642.Superseded values are not recommended for survey control.
 GB1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1642.See file dsdata.txt to determine how the superseded data were derived.
 GB1642
 GB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE623905(NAD 83)
 GB1642_MARKER: DB = BENCH MARK DISK
 GB1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1642_STAMPING: W-84-1935
 GB1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1642+STABILITY: SURFACE MOTION
 GB1642
 GB1642  HISTORY     - Date     Condition        Report By
 GB1642  HISTORY     - 1935     MONUMENTED       CGS
 GB1642
 GB1642                          STATION DESCRIPTION
 GB1642
 GB1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1642'IN MAYLAND.
 GB1642'ON THE TENNESSEE CENTRAL RAILROAD, AT MAYLAND, 61.0 FEET SOUTH OF
 GB1642'THE SOUTH RAIL, 40.0 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GB1642'STATION, 4.5 FEET WEST OF A TELEGRAPH POLE, 1.5 FOOT BELOW THE
 GB1642'TOP OF RAIL, ON TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1643 ***********************************************************************
 GB1643  DESIGNATION -  W 84 RESET
 GB1643  PID         -  GB1643
 GB1643  STATE/COUNTY-  TN/CUMBERLAND
 GB1643  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1643
 GB1643                         *CURRENT SURVEY CONTROL
 GB1643  ___________________________________________________________________
 GB1643* NAD 83(1986)-  36 02 45.     (N)    085 11 53.     (W)     SCALED    
 GB1643* NAVD 88     -       602.265  (meters)    1975.93   (feet)  ADJUSTED  
 GB1643  ___________________________________________________________________
 GB1643  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GB1643  DYNAMIC HT  -         601.705 (meters)    1974.09  (feet)  COMP
 GB1643  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 GB1643
 GB1643  VERT ORDER  -  SECOND    CLASS 0
 GB1643
 GB1643.The horizontal coordinates were scaled from a topographic map and have
 GB1643.an estimated accuracy of +/- 6 seconds.
 GB1643
 GB1643.The orthometric height was determined by differential leveling
 GB1643.and adjusted by the National Geodetic Survey in June 1991..
 GB1643
 GB1643.The geoid height was determined by GEOID03.
 GB1643
 GB1643.The dynamic height is computed by dividing the NAVD 88
 GB1643.geopotential number by the normal gravity value computed on the
 GB1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1643.degrees latitude (g = 980.6199 gals.).
 GB1643
 GB1643.The modeled gravity was interpolated from observed gravity values.
 GB1643
 GB1643;                    North         East    Units  Estimated Accuracy
 GB1643;SPC TN       -   190,300.      672,260.      MT  (+/- 180 meters Scaled)
 GB1643
 GB1643                          SUPERSEDED SURVEY CONTROL
 GB1643
 GB1643  NGVD 29 (??/??/92)  602.291  (m)         1976.02   (f) ADJ UNCH    2 0
 GB1643
 GB1643.Superseded values are not recommended for survey control.
 GB1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1643.See file dsdata.txt to determine how the superseded data were derived.
 GB1643
 GB1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE623905(NAD 83)
 GB1643_MARKER: DB = BENCH MARK DISK
 GB1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1643_STAMPING: W 84 1935 RESET 1958
 GB1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1643+STABILITY: SURFACE MOTION
 GB1643
 GB1643  HISTORY     - Date     Condition        Report By
 GB1643  HISTORY     - 1958     MONUMENTED       CGS
 GB1643  HISTORY     - 1960     GOOD             NGS
 GB1643
 GB1643                          STATION DESCRIPTION
 GB1643
 GB1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1643'AT MAYLAND.
 GB1643'THIS BENCH MARK IS LOCATED AT THE RAILWAY STATION IN MAYLAND,
 GB1643'65 FT. NORTH OF THE NORTHEAST CORNER OF THE MAYLAND DEPOT, 38.6
 GB1643'FT. NORTH OF THE NORTH RAIL OF MAIN TRACK, 2 FT. EAST OF A POWER
 GB1643'LINE POLE, AND 1.3 FT. NORTH OF WITNESS SIGN.  THE DISK IS SET IN
 GB1643'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 3 FT.
 GB1643'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0179 ***********************************************************************
 GC0179  DESIGNATION -  W 85
 GC0179  PID         -  GC0179
 GC0179  STATE/COUNTY-  TN/TROUSDALE
 GC0179  USGS QUAD   -  HUNTERS POINT (1994)
 GC0179
 GC0179                         *CURRENT SURVEY CONTROL
 GC0179  ___________________________________________________________________
 GC0179* NAD 83(1986)-  36 22 05.     (N)    086 15 23.     (W)     SCALED    
 GC0179* NAVD 88     -       160.129  (meters)     525.36   (feet)  ADJUSTED  
 GC0179  ___________________________________________________________________
 GC0179  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0179  DYNAMIC HT  -         159.997 (meters)     524.92  (feet)  COMP
 GC0179  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GC0179
 GC0179  VERT ORDER  -  SECOND    CLASS 0
 GC0179
 GC0179.The horizontal coordinates were scaled from a topographic map and have
 GC0179.an estimated accuracy of +/- 6 seconds.
 GC0179
 GC0179.The orthometric height was determined by differential leveling
 GC0179.and adjusted by the National Geodetic Survey in June 1991..
 GC0179
 GC0179.The geoid height was determined by GEOID03.
 GC0179
 GC0179.The dynamic height is computed by dividing the NAVD 88
 GC0179.geopotential number by the normal gravity value computed on the
 GC0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0179.degrees latitude (g = 980.6199 gals.).
 GC0179
 GC0179.The modeled gravity was interpolated from observed gravity values.
 GC0179
 GC0179;                    North         East    Units  Estimated Accuracy
 GC0179;SPC TN       -   225,790.      576,990.      MT  (+/- 180 meters Scaled)
 GC0179
 GC0179                          SUPERSEDED SURVEY CONTROL
 GC0179
 GC0179  NGVD 29 (??/??/92)  160.193  (m)          525.57   (f) ADJ UNCH    2 0
 GC0179
 GC0179.Superseded values are not recommended for survey control.
 GC0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0179.See file dsdata.txt to determine how the superseded data were derived.
 GC0179
 GC0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF667250(NAD 83)
 GC0179_MARKER: DB = BENCH MARK DISK
 GC0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0179_STAMPING: W 85 1935
 GC0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0179+STABILITY: SURFACE MOTION
 GC0179
 GC0179  HISTORY     - Date     Condition        Report By
 GC0179  HISTORY     - 1935     MONUMENTED       CGS
 GC0179  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0179
 GC0179                          STATION DESCRIPTION
 GC0179
 GC0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0179'4.4 MI SE FROM CASTALIAN SPRINGS.
 GC0179'IN TROUSDALE COUNTY, 2.9 MILES EAST ALONG STATE HIGHWAY 25 FROM
 GC0179'CASTALIAN SPRINGS, SUMNER COUNTY, THENCE 1.5 MILES SOUTH ALONG
 GC0179'STATE HIGHWAY 10, 0.4 MILE NORTH OF A SMALL BRICK HOUSE, 112 FEET
 GC0179'NORTH OF A CORRUGATED-IRON PIPE CULVERT WITH CONCRETE HEADWALLS,
 GC0179'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A
 GC0179'WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GC0179'DISK, STAMPED W 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0156 ***********************************************************************
 GC0156  DESIGNATION -  W 87
 GC0156  PID         -  GC0156
 GC0156  STATE/COUNTY-  TN/SUMNER
 GC0156  USGS QUAD   -  GALLATIN (1983)
 GC0156
 GC0156                         *CURRENT SURVEY CONTROL
 GC0156  ___________________________________________________________________
 GC0156* NAD 83(1986)-  36 23 33.     (N)    086 26 59.     (W)     SCALED    
 GC0156* NAVD 88     -       160.401  (meters)     526.25   (feet)  ADJUSTED  
 GC0156  ___________________________________________________________________
 GC0156  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0156  DYNAMIC HT  -         160.270 (meters)     525.82  (feet)  COMP
 GC0156  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0156
 GC0156  VERT ORDER  -  SECOND    CLASS 0
 GC0156
 GC0156.The horizontal coordinates were scaled from a topographic map and have
 GC0156.an estimated accuracy of +/- 6 seconds.
 GC0156
 GC0156.The orthometric height was determined by differential leveling
 GC0156.and adjusted by the National Geodetic Survey in June 1991..
 GC0156
 GC0156.The geoid height was determined by GEOID03.
 GC0156
 GC0156.The dynamic height is computed by dividing the NAVD 88
 GC0156.geopotential number by the normal gravity value computed on the
 GC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0156.degrees latitude (g = 980.6199 gals.).
 GC0156
 GC0156.The modeled gravity was interpolated from observed gravity values.
 GC0156
 GC0156;                    North         East    Units  Estimated Accuracy
 GC0156;SPC TN       -   228,560.      559,650.      MT  (+/- 180 meters Scaled)
 GC0156
 GC0156                          SUPERSEDED SURVEY CONTROL
 GC0156
 GC0156  NGVD 29 (??/??/92)  160.480  (m)          526.51   (f) ADJ UNCH    2 0
 GC0156
 GC0156.Superseded values are not recommended for survey control.
 GC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0156.See file dsdata.txt to determine how the superseded data were derived.
 GC0156
 GC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF493276(NAD 83)
 GC0156_MARKER: DB = BENCH MARK DISK
 GC0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0156_STAMPING: W 87 1935
 GC0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0156+STABILITY: SURFACE MOTION
 GC0156
 GC0156  HISTORY     - Date     Condition        Report By
 GC0156  HISTORY     - 1935     MONUMENTED       CGS
 GC0156  HISTORY     - 1961     GOOD             NGS
 GC0156
 GC0156                          STATION DESCRIPTION
 GC0156
 GC0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0156'AT GALLATIN.
 GC0156'AT GALLATIN, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0156'RAILROAD, 167 YARDS NORTH OF THE NORTH END OF THE STATION,
 GC0156'64 FEET WEST OF THE WEST FACE OF A SMALL BRICK WAREHOUSE, 9
 GC0156'FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE TOP OF THE
 GC0156'RAIL.  A STANDARD DISK, STAMPED W 87 1935 AND SET IN THE TOP OF A
 GC0156'CONCRETE POST.
 GC0156
 GC0156                          STATION RECOVERY (1961)
 GC0156
 GC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1609 ***********************************************************************
 FE1609  DESIGNATION -  W 88
 FE1609  PID         -  FE1609
 FE1609  STATE/COUNTY-  TN/LAUDERDALE
 FE1609  USGS QUAD   -  GOLDDUST (1983)
 FE1609
 FE1609                         *CURRENT SURVEY CONTROL
 FE1609  ___________________________________________________________________
 FE1609* NAD 83(1986)-  35 42 25.     (N)    089 48 06.     (W)     SCALED    
 FE1609* NAVD 88     -        76.293  (meters)     250.30   (feet)  ADJUSTED  
 FE1609  ___________________________________________________________________
 FE1609  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1609  DYNAMIC HT  -          76.228 (meters)     250.09  (feet)  COMP
 FE1609  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1609
 FE1609  VERT ORDER  -  FIRST     CLASS II
 FE1609
 FE1609.The horizontal coordinates were scaled from a topographic map and have
 FE1609.an estimated accuracy of +/- 6 seconds.
 FE1609
 FE1609.The orthometric height was determined by differential leveling
 FE1609.and adjusted by the National Geodetic Survey in June 1991..
 FE1609
 FE1609.The geoid height was determined by GEOID03.
 FE1609
 FE1609.The dynamic height is computed by dividing the NAVD 88
 FE1609.geopotential number by the normal gravity value computed on the
 FE1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1609.degrees latitude (g = 980.6199 gals.).
 FE1609
 FE1609.The modeled gravity was interpolated from observed gravity values.
 FE1609
 FE1609;                    North         East    Units  Estimated Accuracy
 FE1609;SPC TN       -   159,080.      256,070.      MT  (+/- 180 meters Scaled)
 FE1609
 FE1609                          SUPERSEDED SURVEY CONTROL
 FE1609
 FE1609  NGVD 29 (??/??/??)   76.251  (m)          250.17   (f) ADJUSTED    1 2
 FE1609
 FE1609.Superseded values are not recommended for survey control.
 FE1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1609.See file dsdata.txt to determine how the superseded data were derived.
 FE1609
 FE1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE465550(NAD 83)
 FE1609_MARKER: DB = BENCH MARK DISK
 FE1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1609_STAMPING: W 88 1957
 FE1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1609+STABILITY: SURFACE MOTION
 FE1609
 FE1609  HISTORY     - Date     Condition        Report By
 FE1609  HISTORY     - 1957     MONUMENTED       CGS
 FE1609  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1609
 FE1609                          STATION DESCRIPTION
 FE1609
 FE1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1609'6.2 MI NW FROM THREE POINT.
 FE1609'6.2 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 FE1609'STATE HIGHWAY 87 AT THREE POINT, AT THE T JUNCTION OF A GRADED
 FE1609'GRAVEL ROAD LEADING NORTHWEST TO ASHPORT, 24 FEET NORTHWEST OF
 FE1609'THE CENTER LINE OF THE ASPHALT ROAD, 27 FEET NORTHEAST OF THE
 FE1609'CENTER LINE OF THE GRADED GRAVEL ROAD, 38 FEET NORTH-NORTHEAST
 FE1609'OF THE CENTER OF THE JUNCTION OF THE ASPHALT ROAD AND GRAVEL
 FE1609'ROAD, 9 1/2 FEET NORTH OF THE NORTHWEST END OF A 24-INCH METAL
 FE1609'PIPE CULVERT UNDER THE ASPHALT ROAD, 2 FEET NORTHWEST OF A WHITE
 FE1609'WOODEN WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE BLACK TOP
 FE1609'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE1609
 FE1609                          STATION RECOVERY (1971)
 FE1609
 FE1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1677 ***********************************************************************
 FE1677  DESIGNATION -  W 89
 FE1677  PID         -  FE1677
 FE1677  STATE/COUNTY-  TN/TIPTON
 FE1677  USGS QUAD   -  NODENA (1983)
 FE1677
 FE1677                         *CURRENT SURVEY CONTROL
 FE1677  ___________________________________________________________________
 FE1677* NAD 83(1986)-  35 30 26.     (N)    089 56 00.     (W)     SCALED    
 FE1677* NAVD 88     -        82.956  (meters)     272.16   (feet)  ADJUSTED  
 FE1677  ___________________________________________________________________
 FE1677  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1677  DYNAMIC HT  -          82.884 (meters)     271.93  (feet)  COMP
 FE1677  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FE1677
 FE1677  VERT ORDER  -  FIRST     CLASS I
 FE1677
 FE1677.The horizontal coordinates were scaled from a topographic map and have
 FE1677.an estimated accuracy of +/- 6 seconds.
 FE1677
 FE1677.The orthometric height was determined by differential leveling
 FE1677.and adjusted by the National Geodetic Survey in June 1991..
 FE1677
 FE1677.The geoid height was determined by GEOID03.
 FE1677
 FE1677.The dynamic height is computed by dividing the NAVD 88
 FE1677.geopotential number by the normal gravity value computed on the
 FE1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1677.degrees latitude (g = 980.6199 gals.).
 FE1677
 FE1677.The modeled gravity was interpolated from observed gravity values.
 FE1677
 FE1677;                    North         East    Units  Estimated Accuracy
 FE1677;SPC TN       -   137,410.      243,270.      MT  (+/- 180 meters Scaled)
 FE1677
 FE1677                          SUPERSEDED SURVEY CONTROL
 FE1677
 FE1677  NGVD 29 (??/??/??)   82.930  (m)          272.08   (f) ADJUSTED    1 1
 FE1677
 FE1677.Superseded values are not recommended for survey control.
 FE1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1677.See file dsdata.txt to determine how the superseded data were derived.
 FE1677
 FE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE339332(NAD 83)
 FE1677_MARKER: DB = BENCH MARK DISK
 FE1677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1677_SP_SET: CULVERT
 FE1677_STAMPING: W 89 1957
 FE1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1677+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 FE1677
 FE1677  HISTORY     - Date     Condition        Report By
 FE1677  HISTORY     - 1957     MONUMENTED       CGS
 FE1677  HISTORY     - 1974     GOOD             NGS
 FE1677  HISTORY     - 1976     GOOD             NGS
 FE1677  HISTORY     - 20020412 GOOD             USACE
 FE1677
 FE1677                          STATION DESCRIPTION
 FE1677
 FE1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1677'3.6 MI SW FROM RANDOLPH.
 FE1677'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1677'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTH-SOUTHWEST
 FE1677'ALONG AN ASPHALT ROAD THENCE 2.5 MILES WEST ALONG STATE HIGHWAY
 FE1677'59, 0.4 MILE EAST-SOUTHEAST OF THE JUNCTION WITH AN ASPHALT
 FE1677'ROAD LEADING SOUTHWEST TO THE MATTRESS CASTING FIELD CORPORATION
 FE1677'BUILDING (CORP OF ENGINEERS), 174.5 FEET SOUTH OF THE SOUTHEAST
 FE1677'CORNER OF A NEW BRICK HOUSE, 100 FEET EAST OF THE CENTER LINE OF
 FE1677'A DRIVEWAY, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 FE1677'IN TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 4-FOOT
 FE1677'BOX CULVERT AND 1 1/2 FEET BELOW LEVEL OF THE HIGHWAY.
 FE1677
 FE1677                          STATION RECOVERY (1976)
 FE1677
 FE1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FE1677'RECOVERED IN GOOD CONDITION.
 FE1677
 FE1677                          STATION RECOVERY (2002)
 FE1677
 FE1677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0844 ***********************************************************************
 FD0844  DESIGNATION -  W 9
 FD0844  PID         -  FD0844
 FD0844  STATE/COUNTY-  TN/LAWRENCE
 FD0844  USGS QUAD   -  ETHRIDGE (1988)
 FD0844
 FD0844                         *CURRENT SURVEY CONTROL
 FD0844  ___________________________________________________________________
 FD0844* NAD 83(1986)-  35 19 09.     (N)    087 18 19.     (W)     SCALED    
 FD0844* NAVD 88     -       295.585  (meters)     969.77   (feet)  ADJUSTED  
 FD0844  ___________________________________________________________________
 FD0844  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0844  DYNAMIC HT  -         295.306 (meters)     968.85  (feet)  COMP
 FD0844  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0844
 FD0844  VERT ORDER  -  FIRST     CLASS II
 FD0844
 FD0844.The horizontal coordinates were scaled from a topographic map and have
 FD0844.an estimated accuracy of +/- 6 seconds.
 FD0844
 FD0844.The orthometric height was determined by differential leveling
 FD0844.and adjusted by the National Geodetic Survey in June 1991..
 FD0844
 FD0844.The geoid height was determined by GEOID03.
 FD0844
 FD0844.The dynamic height is computed by dividing the NAVD 88
 FD0844.geopotential number by the normal gravity value computed on the
 FD0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0844.degrees latitude (g = 980.6199 gals.).
 FD0844
 FD0844.The modeled gravity was interpolated from observed gravity values.
 FD0844
 FD0844;                    North         East    Units  Estimated Accuracy
 FD0844;SPC TN       -   110,170.      481,310.      MT  (+/- 180 meters Scaled)
 FD0844
 FD0844                          SUPERSEDED SURVEY CONTROL
 FD0844
 FD0844  NGVD 29 (??/??/92)  295.548  (m)          969.64   (f) ADJ UNCH    1 2
 FD0844
 FD0844.Superseded values are not recommended for survey control.
 FD0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0844.See file dsdata.txt to determine how the superseded data were derived.
 FD0844
 FD0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE722084(NAD 83)
 FD0844_MARKER: DB = BENCH MARK DISK
 FD0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0844_STAMPING: 969.768 W 9 1931
 FD0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0844+STABILITY: SURFACE MOTION
 FD0844
 FD0844  HISTORY     - Date     Condition        Report By
 FD0844  HISTORY     - 1931     MONUMENTED       CGS
 FD0844  HISTORY     - 1942     GOOD             NGS
 FD0844  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0844  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0844
 FD0844                          STATION DESCRIPTION
 FD0844
 FD0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FD0844'AT ETHRIDGE.
 FD0844'AT ETHRIDGE, LAWRENCE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0844'RAILROAD, 200 FEET SOUTH OF THE SOUTH END OF THE STATION, 42
 FD0844'FEET EAST OF THE EAST RAIL, AND 6 FEET SOUTHWEST OF A FENCE
 FD0844'CORNER.  A STANDARD DISK, STAMPED 969.768 W 9 1931 AND SET IN
 FD0844'THE TOP OF A CONCRETE POST.
 FD0844
 FD0844                          STATION RECOVERY (1972)
 FD0844
 FD0844'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0844'MARK NOT FOUND.
 FD0844
 FD0844                          STATION RECOVERY (1983)
 FD0844
 FD0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0844'NOT RECOVERED, PROBABLY DESTROYED WHEN RAILROAD STATION AND THE FENCE
 FD0844'LINE WERE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1617 ***********************************************************************
 FE1617  DESIGNATION -  W 90
 FE1617  PID         -  FE1617
 FE1617  STATE/COUNTY-  TN/LAUDERDALE
 FE1617  USGS QUAD   -  FORT PILLOW (1972)
 FE1617
 FE1617                         *CURRENT SURVEY CONTROL
 FE1617  ___________________________________________________________________
 FE1617* NAD 83(1986)-  35 41 33.     (N)    089 42 05.     (W)     SCALED    
 FE1617* NAVD 88     -        88.114  (meters)     289.09   (feet)  ADJUSTED  
 FE1617  ___________________________________________________________________
 FE1617  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1617  DYNAMIC HT  -          88.040 (meters)     288.84  (feet)  COMP
 FE1617  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1617
 FE1617  VERT ORDER  -  FIRST     CLASS II
 FE1617
 FE1617.The horizontal coordinates were scaled from a topographic map and have
 FE1617.an estimated accuracy of +/- 6 seconds.
 FE1617
 FE1617.The orthometric height was determined by differential leveling
 FE1617.and adjusted by the National Geodetic Survey in June 1991..
 FE1617
 FE1617.The geoid height was determined by GEOID03.
 FE1617
 FE1617.The dynamic height is computed by dividing the NAVD 88
 FE1617.geopotential number by the normal gravity value computed on the
 FE1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1617.degrees latitude (g = 980.6199 gals.).
 FE1617
 FE1617.The modeled gravity was interpolated from observed gravity values.
 FE1617
 FE1617;                    North         East    Units  Estimated Accuracy
 FE1617;SPC TN       -   157,130.      265,070.      MT  (+/- 180 meters Scaled)
 FE1617
 FE1617                          SUPERSEDED SURVEY CONTROL
 FE1617
 FE1617  NGVD 29 (??/??/??)   88.077  (m)          288.97   (f) ADJUSTED    1 2
 FE1617
 FE1617.Superseded values are not recommended for survey control.
 FE1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1617.See file dsdata.txt to determine how the superseded data were derived.
 FE1617
 FE1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE555532(NAD 83)
 FE1617_MARKER: DB = BENCH MARK DISK
 FE1617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1617_SP_SET: 53 FEET
 FE1617_STAMPING: W 90 1957
 FE1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1617+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1617
 FE1617  HISTORY     - Date     Condition        Report By
 FE1617  HISTORY     - 1957     MONUMENTED       CGS
 FE1617  HISTORY     - 20020808 GOOD             USACE
 FE1617
 FE1617                          STATION DESCRIPTION
 FE1617
 FE1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1617'AT THREE POINT.
 FE1617'AT THREE POINT, ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM
 FE1617'THE JUNCTION OF STATE HIGHWAY 87 AT THREE POINT, 103 FEET NORTH
 FE1617'AND ACROSS A DRIVEWAY FROM THE CENTER LINE OF THE BLACK TOP ROAD,
 FE1617'66 FEET SOUTHEAST AND ACROSS DRIVEWAY FROM THE SOUTHEAST CORNER
 FE1617'OF PILGRIMS REST CHURCH, 26 FEET WEST OF A POWER LINE POLE, 37
 FE1617'FEET SOUTH OF A 8-INCH WALNUT TREE IN A FENCE LINE, 16 FEET EAST
 FE1617'OF THE CENTER LINE OF DRIVEWAY TO CHURCH, 17 FEET NORTH OF A
 FE1617'10-INCH ELM TREE IN FENCE LINE, 1/2 FOOT WEST OF A FENCE LINE,
 FE1617'1 FOOT NORTH OF A CONCRETE WHITE WITNESS POST, 1 FOOT ABOVE THE
 FE1617'LEVEL OF THE ROAD, ABOUT LEVEL WITH THE DRIVEWAY, A DISK ON TOP
 FE1617'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE GROUND
 FE1617'AND PROTECTED BY A 4-INCH TILE PROJECTING 1 1/2 INCH ABOVE THE
 FE1617'GROUND.  ROD WAS DRIVEN TO A DEPTH OF 53 FEET TO REFUSAL.
 FE1617
 FE1617                          STATION RECOVERY (2002)
 FE1617
 FE1617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1602 ***********************************************************************
 FE1602  DESIGNATION -  W 91
 FE1602  PID         -  FE1602
 FE1602  STATE/COUNTY-  TN/LAUDERDALE
 FE1602  USGS QUAD   -  ROSA (1983)
 FE1602
 FE1602                         *CURRENT SURVEY CONTROL
 FE1602  ___________________________________________________________________
 FE1602* NAD 83(1986)-  35 45 18.     (N)    089 47 45.     (W)     SCALED    
 FE1602* NAVD 88     -        76.572  (meters)     251.22   (feet)  ADJUSTED  
 FE1602  ___________________________________________________________________
 FE1602  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1602  DYNAMIC HT  -          76.508 (meters)     251.01  (feet)  COMP
 FE1602  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 FE1602
 FE1602  VERT ORDER  -  FIRST     CLASS II
 FE1602
 FE1602.The horizontal coordinates were scaled from a topographic map and have
 FE1602.an estimated accuracy of +/- 6 seconds.
 FE1602
 FE1602.The orthometric height was determined by differential leveling
 FE1602.and adjusted by the National Geodetic Survey in June 1991..
 FE1602
 FE1602.The geoid height was determined by GEOID03.
 FE1602
 FE1602.The dynamic height is computed by dividing the NAVD 88
 FE1602.geopotential number by the normal gravity value computed on the
 FE1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1602.degrees latitude (g = 980.6199 gals.).
 FE1602
 FE1602.The modeled gravity was interpolated from observed gravity values.
 FE1602
 FE1602;                    North         East    Units  Estimated Accuracy
 FE1602;SPC TN       -   164,390.      256,800.      MT  (+/- 180 meters Scaled)
 FE1602
 FE1602                          SUPERSEDED SURVEY CONTROL
 FE1602
 FE1602  NGVD 29 (??/??/??)   76.530  (m)          251.08   (f) ADJUSTED    1 2
 FE1602
 FE1602.Superseded values are not recommended for survey control.
 FE1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1602.See file dsdata.txt to determine how the superseded data were derived.
 FE1602
 FE1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE472603(NAD 83)
 FE1602_MARKER: DB = BENCH MARK DISK
 FE1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1602_STAMPING: W 91 1957
 FE1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1602+STABILITY: SURFACE MOTION
 FE1602
 FE1602  HISTORY     - Date     Condition        Report By
 FE1602  HISTORY     - 1957     MONUMENTED       CGS
 FE1602  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1602
 FE1602                          STATION DESCRIPTION
 FE1602
 FE1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1602'2.2 MI W FROM ASHPORT.
 FE1602'2.25 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1602'0.65 MILE WEST OF THE STORE AND POST OFFICE AT ASHPORT, 107 FEET
 FE1602'NORTHWEST AND ACROSS THE FERRY ROAD FROM THE CENTER LINE OF THE
 FE1602'HIGHWAY, 180 FEET NORTH OF THE JUNCTION OF THE HIGHWAY AND THE
 FE1602'FERRY ROAD LEADING NORTH, 29 FEET NORTHWEST OF THE CENTER LINE
 FE1602'OF FERRY ROAD, 56 FEET NORTHEAST OF A WELL PUMP, 50 FEET
 FE1602'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A HOUSE, 2 FEET SOUTHEAST
 FE1602'OF THE SOUTHEAST CORNER OF A SMALL CORN CRIB, 2 FEET SOUTH OF A
 FE1602'WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 FE1602'ABOUT LEVEL WITH THE FERRY ROAD AND SET IN THE TOP OF A CONCRETE
 FE1602'POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1602
 FE1602                          STATION RECOVERY (1971)
 FE1602
 FE1602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1690 ***********************************************************************
 FE1690  DESIGNATION -  W 92
 FE1690  PID         -  FE1690
 FE1690  STATE/COUNTY-  TN/TIPTON
 FE1690  USGS QUAD   -  NODENA (1983)
 FE1690
 FE1690                         *CURRENT SURVEY CONTROL
 FE1690  ___________________________________________________________________
 FE1690* NAD 83(1986)-  35 30 35.     (N)    089 58 31.     (W)     SCALED    
 FE1690* NAVD 88     -        73.556  (meters)     241.32   (feet)  ADJUSTED  
 FE1690  ___________________________________________________________________
 FE1690  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1690  DYNAMIC HT  -          73.492 (meters)     241.12  (feet)  COMP
 FE1690  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FE1690
 FE1690  VERT ORDER  -  FIRST     CLASS II
 FE1690
 FE1690.The horizontal coordinates were scaled from a topographic map and have
 FE1690.an estimated accuracy of +/- 6 seconds.
 FE1690
 FE1690.The orthometric height was determined by differential leveling
 FE1690.and adjusted by the National Geodetic Survey in June 1991..
 FE1690
 FE1690.The geoid height was determined by GEOID03.
 FE1690
 FE1690.The dynamic height is computed by dividing the NAVD 88
 FE1690.geopotential number by the normal gravity value computed on the
 FE1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1690.degrees latitude (g = 980.6199 gals.).
 FE1690
 FE1690.The modeled gravity was interpolated from observed gravity values.
 FE1690
 FE1690;                    North         East    Units  Estimated Accuracy
 FE1690;SPC TN       -   137,840.      239,480.      MT  (+/- 180 meters Scaled)
 FE1690
 FE1690                          SUPERSEDED SURVEY CONTROL
 FE1690
 FE1690  NGVD 29 (??/??/??)   73.526  (m)          241.23   (f) ADJUSTED    1 2
 FE1690
 FE1690.Superseded values are not recommended for survey control.
 FE1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1690.See file dsdata.txt to determine how the superseded data were derived.
 FE1690
 FE1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE301336(NAD 83)
 FE1690_MARKER: DB = BENCH MARK DISK
 FE1690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1690_SP_SET: 104 FEET
 FE1690_STAMPING: W 92 1957
 FE1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1690
 FE1690  HISTORY     - Date     Condition        Report By
 FE1690  HISTORY     - 1957     MONUMENTED       CGS
 FE1690  HISTORY     - 20020412 MARK NOT FOUND   USACE
 FE1690
 FE1690                          STATION DESCRIPTION
 FE1690
 FE1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1690'7.3 MI W FROM RANDOLPH.
 FE1690'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1690'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1690'ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59, THENCE 0.7
 FE1690'MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES NORTH-NORTHWEST
 FE1690'ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH-SOUTHWEST ALONG A
 FE1690'DIRT FARM ROAD, 90 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FE1690'167 1/2 FEET NORTHWEST OF A WELL PUMP, 36 1/2 FEET NORTH OF THE
 FE1690'NORTHWEST CORNER OF A TENANT HOUSE, 26 FEET WEST-NORTHWEST OF A
 FE1690'TRIPLE BODIED CATALPA TREE, 14 FEET NORTHEAST OF A 4-INCH BLACK
 FE1690'LOCUST TREE, 2 3/4 FEET SOUTH OF A FENCE LINE, 2 FEET SOUTH OF
 FE1690'A WHITE CONCRETE WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD,
 FE1690'A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 FE1690'AND PROTECTED BY A 4 INCH TILE FLUSH WITH THE GROUND.  ROD WAS
 FE1690'DRIVEN TO A DEPTH OF 104 FEET.
 FE1690
 FE1690                          STATION RECOVERY (2002)
 FE1690
 FE1690'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1690'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1752 ***********************************************************************
 FE1752  DESIGNATION -  W 93
 FE1752  PID         -  FE1752
 FE1752  STATE/COUNTY-  TN/TIPTON
 FE1752  USGS QUAD   -  COVINGTON (1983)
 FE1752
 FE1752                         *CURRENT SURVEY CONTROL
 FE1752  ___________________________________________________________________
 FE1752* NAD 83(1986)-  35 30 31.     (N)    089 42 36.     (W)     SCALED    
 FE1752* NAVD 88     -        92.612  (meters)     303.84   (feet)  ADJUSTED  
 FE1752  ___________________________________________________________________
 FE1752  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1752  DYNAMIC HT  -          92.533 (meters)     303.59  (feet)  COMP
 FE1752  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE1752
 FE1752  VERT ORDER  -  FIRST     CLASS I
 FE1752
 FE1752.The horizontal coordinates were scaled from a topographic map and have
 FE1752.an estimated accuracy of +/- 6 seconds.
 FE1752
 FE1752.The orthometric height was determined by differential leveling
 FE1752.and adjusted by the National Geodetic Survey in June 1991..
 FE1752.WARNING-Repeat measurements at this control monument indicate possible
 FE1752.vertical movement.
 FE1752
 FE1752.The geoid height was determined by GEOID03.
 FE1752
 FE1752.The dynamic height is computed by dividing the NAVD 88
 FE1752.geopotential number by the normal gravity value computed on the
 FE1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1752.degrees latitude (g = 980.6199 gals.).
 FE1752
 FE1752.The modeled gravity was interpolated from observed gravity values.
 FE1752
 FE1752;                    North         East    Units  Estimated Accuracy
 FE1752;SPC TN       -   136,780.      263,520.      MT  (+/- 180 meters Scaled)
 FE1752
 FE1752                          SUPERSEDED SURVEY CONTROL
 FE1752
 FE1752  NGVD 29 (??/??/??)   92.601  (m)          303.81   (f) ADJUSTED    1 1
 FE1752
 FE1752.Superseded values are not recommended for survey control.
 FE1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1752.See file dsdata.txt to determine how the superseded data were derived.
 FE1752
 FE1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE542328(NAD 83)
 FE1752_MARKER: DB = BENCH MARK DISK
 FE1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1752_STAMPING: W 93 1957
 FE1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1752+STABILITY: SURFACE MOTION
 FE1752
 FE1752  HISTORY     - Date     Condition        Report By
 FE1752  HISTORY     - 1957     MONUMENTED       CGS
 FE1752  HISTORY     - 1974     GOOD             NGS
 FE1752  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1752
 FE1752                          STATION DESCRIPTION
 FE1752
 FE1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1752'2 MI NE FROM BRIGHTON.
 FE1752'ABOUT 1.95 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1752'THE KENTWOOD STREET UNDERPASS AT BRIGHTON, 175 FEET SOUTHEAST OF
 FE1752'AND ACROSS TWO TRACKS FROM THE CENTER LINE OF THE SOUTHEAST LANE
 FE1752'OF U.S. HIGHWAY 51, 0.1 MILE SOUTHWEST OF TWO HIGHWAY BRIDGES AND
 FE1752'A RAILROAD TRESTLE, 127 FEET SOUTH OF AND ACROSS TRACKS FROM
 FE1752'MILEPOST 358, 49 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 FE1752'CROSSING WITH A FIELD ROAD, 12 FEET SOUTHWEST OF THE CENTER LINE
 FE1752'OF FIELD ROAD, 1/2 FOOT SOUTHEAST OF A FENCE LINE, 4 1/2 FEET
 FE1752'BELOW LEVEL OF RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1752'THE GROUND.
 FE1752
 FE1752                          STATION RECOVERY (2002)
 FE1752
 FE1752'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1533 ***********************************************************************
 FE1533  DESIGNATION -  W 94
 FE1533  PID         -  FE1533
 FE1533  STATE/COUNTY-  TN/LAUDERDALE
 FE1533  USGS QUAD   -  CHIC (1983)
 FE1533
 FE1533                         *CURRENT SURVEY CONTROL
 FE1533  ___________________________________________________________________
 FE1533* NAD 83(1986)-  35 55 19.     (N)    089 38 06.     (W)     SCALED    
 FE1533* NAVD 88     -        79.657  (meters)     261.34   (feet)  ADJUSTED  
 FE1533  ___________________________________________________________________
 FE1533  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1533  DYNAMIC HT  -          79.590 (meters)     261.12  (feet)  COMP
 FE1533  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 FE1533
 FE1533  VERT ORDER  -  FIRST     CLASS II
 FE1533
 FE1533.The horizontal coordinates were scaled from a topographic map and have
 FE1533.an estimated accuracy of +/- 6 seconds.
 FE1533
 FE1533.The orthometric height was determined by differential leveling
 FE1533.and adjusted by the National Geodetic Survey in June 1991..
 FE1533
 FE1533.The geoid height was determined by GEOID03.
 FE1533
 FE1533.The dynamic height is computed by dividing the NAVD 88
 FE1533.geopotential number by the normal gravity value computed on the
 FE1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1533.degrees latitude (g = 980.6199 gals.).
 FE1533
 FE1533.The modeled gravity was interpolated from observed gravity values.
 FE1533
 FE1533;                    North         East    Units  Estimated Accuracy
 FE1533;SPC TN       -   182,350.      272,020.      MT  (+/- 180 meters Scaled)
 FE1533
 FE1533                          SUPERSEDED SURVEY CONTROL
 FE1533
 FE1533  NGVD 29 (??/??/??)   79.599  (m)          261.15   (f) ADJUSTED    1 2
 FE1533
 FE1533.Superseded values are not recommended for survey control.
 FE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1533.See file dsdata.txt to determine how the superseded data were derived.
 FE1533
 FE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE622785(NAD 83)
 FE1533_MARKER: DB = BENCH MARK DISK
 FE1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1533_STAMPING: W 94 1957
 FE1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1533+STABILITY: SURFACE MOTION
 FE1533
 FE1533  HISTORY     - Date     Condition        Report By
 FE1533  HISTORY     - 1957     MONUMENTED       CGS
 FE1533
 FE1533                          STATION DESCRIPTION
 FE1533
 FE1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1533'1.3 MI NW FROM HALES POINT.
 FE1533'0.6 MILE WEST ALONG STATE HIGHWAY 88 FROM THE HALES POINT BAPTIST
 FE1533'CHURCH AT HALES POINT, THENCE 0.7 MILE NORTH ALONG A PRIVATE FARM
 FE1533'ROAD, NEAR THE LAST HOUSE AND AT THE END OF THE ROAD, ABOUT 100
 FE1533'PACES SOUTH OF THE LEFT BANK OF THE OBION RIVER, ABOUT 0.3 MILE
 FE1533'SOUTHEAST OF THE MOUTH OF THE OBION RIVER, 12 FEET SOUTH OF THE
 FE1533'CENTER LINE OF A DRIVEWAY, 86 FEET WEST OF A LONE 36 INCH PECAN
 FE1533'TREE, 63 FEET NORTH OF A POWER LINE POLE WITH A TRANSFORMER WHICH
 FE1533'IS ALSO THE LAST POLE NORTH ON A NORTH-SOUTH LINE OF POLES, 40
 FE1533'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A TENANT HOUSE
 FE1533'OWNED BY MR. A.J. COFFMAN, 38 FEET WEST OF A WELL PUMP, 1 FOOT
 FE1533'EAST OF THE NORTHEAST CORNER OF A GARDEN FENCE, 13 FEET NORTHWEST
 FE1533'OF A 36-INCH FORKED TREE, 1 FOOT ABOVE THE DRIVEWAY AND SET IN
 FE1533'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0873 ***********************************************************************
 GD0873  DESIGNATION -  W 95
 GD0873  PID         -  GD0873
 GD0873  STATE/COUNTY-  TN/DYER
 GD0873  USGS QUAD   -  TENNEMO (1983)
 GD0873
 GD0873                         *CURRENT SURVEY CONTROL
 GD0873  ___________________________________________________________________
 GD0873* NAD 83(1986)-  36 09 01.     (N)    089 34 13.     (W)     SCALED    
 GD0873* NAVD 88     -        84.096  (meters)     275.90   (feet)  ADJUSTED  
 GD0873  ___________________________________________________________________
 GD0873  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0873  DYNAMIC HT  -          84.026 (meters)     275.68  (feet)  COMP
 GD0873  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 GD0873
 GD0873  VERT ORDER  -  FIRST     CLASS II
 GD0873
 GD0873.The horizontal coordinates were scaled from a topographic map and have
 GD0873.an estimated accuracy of +/- 6 seconds.
 GD0873
 GD0873.The orthometric height was determined by differential leveling
 GD0873.and adjusted by the National Geodetic Survey in June 1991..
 GD0873
 GD0873.The geoid height was determined by GEOID03.
 GD0873
 GD0873.The dynamic height is computed by dividing the NAVD 88
 GD0873.geopotential number by the normal gravity value computed on the
 GD0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0873.degrees latitude (g = 980.6199 gals.).
 GD0873
 GD0873.The modeled gravity was interpolated from observed gravity values.
 GD0873
 GD0873;                    North         East    Units  Estimated Accuracy
 GD0873;SPC TN       -   207,450.      278,790.      MT  (+/- 180 meters Scaled)
 GD0873
 GD0873                          SUPERSEDED SURVEY CONTROL
 GD0873
 GD0873  NGVD 29 (??/??/??)   84.024  (m)          275.67   (f) ADJUSTED    1 2
 GD0873
 GD0873.Superseded values are not recommended for survey control.
 GD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0873.See file dsdata.txt to determine how the superseded data were derived.
 GD0873
 GD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF687036(NAD 83)
 GD0873_MARKER: DB = BENCH MARK DISK
 GD0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0873_STAMPING: W 95 1957
 GD0873_MARK LOGO: CGS   
 GD0873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0873+STABILITY: SURFACE MOTION
 GD0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0873+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 GD0873
 GD0873  HISTORY     - Date     Condition        Report By
 GD0873  HISTORY     - 1957     MONUMENTED       CGS
 GD0873  HISTORY     - 1969     MARK NOT FOUND   CGS
 GD0873  HISTORY     - 20010312 GOOD             NGS
 GD0873  HISTORY     - 20010412 GOOD             USACE
 GD0873  HISTORY     - 20020720 GOOD             USACE
 GD0873
 GD0873                          STATION DESCRIPTION
 GD0873
 GD0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0873'0.8 MI S FROM TENNEMO.
 GD0873'ABOUT 0.75 MILE SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF LEVEE
 GD0873'FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO, NEAR THE
 GD0873'SOUTHEAST END OF AN S CURVE IN LEVEE AND ROAD, AT A POINT WHERE A
 GD0873'DIM FIELD ROAD LEADS NORTH INTO A FIELD, 20 1/2 FEET NORTHEAST
 GD0873'OF CENTER LINE OF LEVEE ROAD, 7 FEET SOUTHEAST OF CENTER LINE
 GD0873'OF DIM ROAD, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF
 GD0873'A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 GD0873'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GD0873
 GD0873                          STATION RECOVERY (1969)
 GD0873
 GD0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GD0873'MARK NOT FOUND.
 GD0873
 GD0873                          STATION RECOVERY (2001)
 GD0873
 GD0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 GD0873'RECOVERED IN GOOD CONDITION.
 GD0873
 GD0873                          STATION RECOVERY (2001)
 GD0873
 GD0873'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD0873'NOTE- THIS MARK IS LISTED AS DESTROYED BY CGS IN 1969 RECON.  MARK
 GD0873'FOUND IN GOOD CONDITION AS DESCRIBED IN 1957.  PLEASE LIST IN ACTIVE
 GD0873'MARK DATABASE.  JMH.
 GD0873
 GD0873                          STATION RECOVERY (2002)
 GD0873
 GD0873'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0873'THIS MONUMENT IS LISTED IN DESTROYED MARKS FILE OF NGS DATABASE.  I
 GD0873'CONTACTED D AMOROSO CONCERNING THIS MARK SOMETIME IN 2001.  AS OF
 GD0873'7/2002 THIS MARK IS STILL LISTED IN DETROYED FILES.  PAPERWORK WAS
 GD0873'SENT IN SOMETIME IN 2001 THAT THIS MARK STILL EXISTS.  DESCRIBED BY
 GD0873'JAMES M HAMRA AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1009 ***********************************************************************
 GD1009  DESIGNATION -  W 96
 GD1009  PID         -  GD1009
 GD1009  STATE/COUNTY-  TN/LAKE
 GD1009  USGS QUAD   -  TENNEMO (1983)
 GD1009
 GD1009                         *CURRENT SURVEY CONTROL
 GD1009  ___________________________________________________________________
 GD1009* NAD 83(1986)-  36 13 07.     (N)    089 36 45.     (W)     SCALED    
 GD1009* NAVD 88     -        82.972  (meters)     272.22   (feet)  ADJUSTED  
 GD1009  ___________________________________________________________________
 GD1009  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1009  DYNAMIC HT  -          82.904 (meters)     271.99  (feet)  COMP
 GD1009  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GD1009
 GD1009  VERT ORDER  -  FIRST     CLASS I
 GD1009
 GD1009.The horizontal coordinates were scaled from a topographic map and have
 GD1009.an estimated accuracy of +/- 6 seconds.
 GD1009
 GD1009.The orthometric height was determined by differential leveling
 GD1009.and adjusted by the National Geodetic Survey in June 1991..
 GD1009.WARNING-Repeat measurements at this control monument indicate possible
 GD1009.vertical movement.
 GD1009
 GD1009.The geoid height was determined by GEOID03.
 GD1009
 GD1009.The dynamic height is computed by dividing the NAVD 88
 GD1009.geopotential number by the normal gravity value computed on the
 GD1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1009.degrees latitude (g = 980.6199 gals.).
 GD1009
 GD1009.The modeled gravity was interpolated from observed gravity values.
 GD1009
 GD1009;                    North         East    Units  Estimated Accuracy
 GD1009;SPC TN       -   215,170.      275,270.      MT  (+/- 180 meters Scaled)
 GD1009
 GD1009                          SUPERSEDED SURVEY CONTROL
 GD1009
 GD1009  NGVD 29 (??/??/??)   82.890  (m)          271.95   (f) ADJUSTED    1 1
 GD1009
 GD1009.Superseded values are not recommended for survey control.
 GD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1009.See file dsdata.txt to determine how the superseded data were derived.
 GD1009
 GD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF651113(NAD 83)
 GD1009_MARKER: DB = BENCH MARK DISK
 GD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1009_STAMPING: W 96 1957
 GD1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1009+STABILITY: SURFACE MOTION
 GD1009
 GD1009  HISTORY     - Date     Condition        Report By
 GD1009  HISTORY     - 1957     MONUMENTED       CGS
 GD1009  HISTORY     - 1976     GOOD             NGS
 GD1009  HISTORY     - 20020720 GOOD             USACE
 GD1009
 GD1009                          STATION DESCRIPTION
 GD1009
 GD1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD1009'8.6 MI SW FROM RIDGELY.
 GD1009'1.5 MILES WEST ALONG A BLACK TOP ROAD (DEPOT STREET EXTENDED)
 GD1009'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT RIDGELY, THENCE
 GD1009'ABOUT 3.05 MILES SOUTH AND SOUTHWEST ALONG A BLACK TOP ROAD,
 GD1009'THENCE ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 79, AT A FARM
 GD1009'HOUSE, ABOUT 0.9 MILE WEST OF JUNCTION OF A GRAVEL ROAD SOUTH,
 GD1009'67 FEET SOUTH OF CENTER LINE OF HIGHWAY, 74 FEET EAST OF CENTER
 GD1009'LINE OF DRIVE TO HOUSE, 72 1/2 FEET NORTH OF NORTHEAST CORNER
 GD1009'OF HOUSE, 4 1/2 FEET EAST OF A TELEPHONE POLE, 27 1/2 FEET EAST
 GD1009'OF A 14-INCH CHINABERRY TREE, 32 FEET WEST OF A FENCE CORNER,
 GD1009'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 GD1009'CONCRETE POST PROJECTING 2 INCHES.
 GD1009
 GD1009                          STATION RECOVERY (1976)
 GD1009
 GD1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1009'RECOVERED IN GOOD CONDITION.
 GD1009
 GD1009                          STATION RECOVERY (2002)
 GD1009
 GD1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0842 ***********************************************************************
 GA0842  DESIGNATION -  W 97
 GA0842  PID         -  GA0842
 GA0842  STATE/COUNTY-  TN/HAWKINS
 GA0842  USGS QUAD   -  LOVELACE (1971)
 GA0842
 GA0842                         *CURRENT SURVEY CONTROL
 GA0842  ___________________________________________________________________
 GA0842* NAD 83(1986)-  36 25 20.     (N)    082 44 02.     (W)     SCALED    
 GA0842* NAVD 88     -       398.518  (meters)    1307.47   (feet)  ADJUSTED  
 GA0842  ___________________________________________________________________
 GA0842  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0842  DYNAMIC HT  -         398.152 (meters)    1306.27  (feet)  COMP
 GA0842  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GA0842
 GA0842  VERT ORDER  -  SECOND    CLASS 0
 GA0842
 GA0842.The horizontal coordinates were scaled from a topographic map and have
 GA0842.an estimated accuracy of +/- 6 seconds.
 GA0842
 GA0842.The orthometric height was determined by differential leveling
 GA0842.and adjusted by the National Geodetic Survey in June 1991..
 GA0842
 GA0842.The geoid height was determined by GEOID03.
 GA0842
 GA0842.The dynamic height is computed by dividing the NAVD 88
 GA0842.geopotential number by the normal gravity value computed on the
 GA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0842.degrees latitude (g = 980.6199 gals.).
 GA0842
 GA0842.The modeled gravity was interpolated from observed gravity values.
 GA0842
 GA0842;                    North         East    Units  Estimated Accuracy
 GA0842;SPC TN       -   236,650.      892,850.      MT  (+/- 180 meters Scaled)
 GA0842
 GA0842                          SUPERSEDED SURVEY CONTROL
 GA0842
 GA0842  NGVD 29 (??/??/92)  398.663  (m)         1307.95   (f) ADJ UNCH    2 0
 GA0842
 GA0842.Superseded values are not recommended for survey control.
 GA0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0842.See file dsdata.txt to determine how the superseded data were derived.
 GA0842
 GA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA445321(NAD 83)
 GA0842_MARKER: DB = BENCH MARK DISK
 GA0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0842_STAMPING: W 97 1935
 GA0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0842+STABILITY: SURFACE MOTION
 GA0842
 GA0842  HISTORY     - Date     Condition        Report By
 GA0842  HISTORY     - 1935     MONUMENTED       CGS
 GA0842
 GA0842                          STATION DESCRIPTION
 GA0842
 GA0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0842'5.3 MI E FROM VAN HILL.
 GA0842'5.3 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0842'AT VAN HILL, HAWKINS COUNTY, 0.2 MILE EAST OF THE KYLE LIGHT
 GA0842'RESIDENCE, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 13 FEET
 GA0842'NORTHEAST OF A 30-INCH HICKORY TREE, AND 6 INCHES HIGHER THAN THE
 GA0842'ROAD.  A STANDARD DISK, STAMPED W 97 1935 AND SET IN THE TOP OF
 GA0842'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0850 ***********************************************************************
 GA0850  DESIGNATION -  W 98
 GA0850  PID         -  GA0850
 GA0850  STATE/COUNTY-  TN/GREENE
 GA0850  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0850
 GA0850                         *CURRENT SURVEY CONTROL
 GA0850  ___________________________________________________________________
 GA0850* NAD 83(1986)-  36 16 20.     (N)    082 44 41.     (W)     SCALED    
 GA0850* NAVD 88     -       472.617  (meters)    1550.58   (feet)  ADJUSTED  
 GA0850  ___________________________________________________________________
 GA0850  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0850  DYNAMIC HT  -         472.171 (meters)    1549.11  (feet)  COMP
 GA0850  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 GA0850
 GA0850  VERT ORDER  -  SECOND    CLASS 0
 GA0850
 GA0850.The horizontal coordinates were scaled from a topographic map and have
 GA0850.an estimated accuracy of +/- 6 seconds.
 GA0850
 GA0850.The orthometric height was determined by differential leveling
 GA0850.and adjusted by the National Geodetic Survey in June 1991..
 GA0850
 GA0850.The geoid height was determined by GEOID03.
 GA0850
 GA0850.The dynamic height is computed by dividing the NAVD 88
 GA0850.geopotential number by the normal gravity value computed on the
 GA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0850.degrees latitude (g = 980.6199 gals.).
 GA0850
 GA0850.The modeled gravity was interpolated from observed gravity values.
 GA0850
 GA0850;                    North         East    Units  Estimated Accuracy
 GA0850;SPC TN       -   219,980.      892,440.      MT  (+/- 180 meters Scaled)
 GA0850
 GA0850                          SUPERSEDED SURVEY CONTROL
 GA0850
 GA0850  NGVD 29 (??/??/92)  472.752  (m)         1551.02   (f) ADJ UNCH    2 0
 GA0850
 GA0850.Superseded values are not recommended for survey control.
 GA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0850.See file dsdata.txt to determine how the superseded data were derived.
 GA0850
 GA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA432155(NAD 83)
 GA0850_MARKER: DB = BENCH MARK DISK
 GA0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0850_STAMPING: W 98 1935
 GA0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0850+STABILITY: SURFACE MOTION
 GA0850
 GA0850  HISTORY     - Date     Condition        Report By
 GA0850  HISTORY     - 1935     MONUMENTED       CGS
 GA0850  HISTORY     - 1935     GOOD             NGS
 GA0850
 GA0850                          STATION DESCRIPTION
 GA0850
 GA0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0850'AT NEWMANSVILLE.
 GA0850'AT NEWMANSVILLE, GREENE COUNTY, ON THE LOCUST SPRING ROAD 60
 GA0850'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE J.B. MORELL SERVICE
 GA0850'STATION AT THE HARVEY WHITE PROPERTY, 18 FEET SOUTH OF THE
 GA0850'CENTERLINE OF THE ROAD, AND 4 INCHES HIGHER THAN THE ROAD.  A
 GA0850'STANDARD DISK, STAMPED W 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0850'POST.
 GA0850
 GA0850                          STATION RECOVERY (1935)
 GA0850
 GA0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0886 ***********************************************************************
 GA0886  DESIGNATION -  W 99
 GA0886  PID         -  GA0886
 GA0886  STATE/COUNTY-  TN/GREENE
 GA0886  USGS QUAD   -  BAILEYTON (1971)
 GA0886
 GA0886                         *CURRENT SURVEY CONTROL
 GA0886  ___________________________________________________________________
 GA0886* NAD 83(1986)-  36 18 08.     (N)    082 47 52.     (W)     SCALED    
 GA0886* NAVD 88     -       375.190  (meters)    1230.94   (feet)  ADJUSTED  
 GA0886  ___________________________________________________________________
 GA0886  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0886  DYNAMIC HT  -         374.840 (meters)    1229.79  (feet)  COMP
 GA0886  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 GA0886
 GA0886  VERT ORDER  -  SECOND    CLASS 0
 GA0886
 GA0886.The horizontal coordinates were scaled from a topographic map and have
 GA0886.an estimated accuracy of +/- 6 seconds.
 GA0886
 GA0886.The orthometric height was determined by differential leveling
 GA0886.and adjusted by the National Geodetic Survey in June 1991..
 GA0886
 GA0886.The geoid height was determined by GEOID03.
 GA0886
 GA0886.The dynamic height is computed by dividing the NAVD 88
 GA0886.geopotential number by the normal gravity value computed on the
 GA0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0886.degrees latitude (g = 980.6199 gals.).
 GA0886
 GA0886.The modeled gravity was interpolated from observed gravity values.
 GA0886
 GA0886;                    North         East    Units  Estimated Accuracy
 GA0886;SPC TN       -   223,150.      887,560.      MT  (+/- 180 meters Scaled)
 GA0886
 GA0886                          SUPERSEDED SURVEY CONTROL
 GA0886
 GA0886  NGVD 29 (??/??/92)  375.327  (m)         1231.39   (f) ADJ UNCH    2 0
 GA0886
 GA0886.Superseded values are not recommended for survey control.
 GA0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0886.See file dsdata.txt to determine how the superseded data were derived.
 GA0886
 GA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA385189(NAD 83)
 GA0886_MARKER: DR = REFERENCE MARK DISK
 GA0886_SETTING: 66 = SET IN ROCK OUTCROP
 GA0886_SP_SET: ROCK OUTCROP
 GA0886_STAMPING: W 99 1935
 GA0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0886+STABILITY: POSITION/ELEVATION WELL
 GA0886
 GA0886  HISTORY     - Date     Condition        Report By
 GA0886  HISTORY     - 1935     MONUMENTED       CGS
 GA0886  HISTORY     - 1955     GOOD             TVA
 GA0886
 GA0886                          STATION DESCRIPTION
 GA0886
 GA0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0886'0.2 MI SW FROM LOCUST SPRING.
 GA0886'0.2 MILE SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF
 GA0886'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, 100 YARDS
 GA0886'WEST OF AND ACROSS THE ROAD FROM A FRAME HOUSE ON A HILL, 45 FEET
 GA0886'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 60 FEET SOUTHWEST OF A
 GA0886'BARBWIRE FENCE, IN THE TOP OF A ROCK OUTCROP, LOCATED ON SIDE OF
 GA0886'ROCK OUTCROP AND 1 FOOT BELOW TOP OF OUTCROP, 77.6 FEET NORTHWEST
 GA0886'OF NAIL IN BOTTLE CAP IN A 20 INCH WALNUT TREE, 62 FEET SOUTH
 GA0886'OF NAIL IN BOTTLE CAP IN POWER POLE IN EAST WEST FENCE LINE AND
 GA0886'5.1 FEET SOUTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0886'STAMPED W 99 1935.
 GA0886
 GA0886                          STATION RECOVERY (1955)
 GA0886
 GA0886'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2337 ***********************************************************************
 GA2337  DESIGNATION -  WADE
 GA2337  PID         -  GA2337
 GA2337  STATE/COUNTY-  TN/CLAIBORNE
 GA2337  USGS QUAD   -  WELL SPRING (1980)
 GA2337
 GA2337                         *CURRENT SURVEY CONTROL
 GA2337  ___________________________________________________________________
 GA2337* NAD 83(1995)-  36 27 13.82444(N)    083 54 03.01638(W)     ADJUSTED  
 GA2337* NAVD 88     -       351.800  (meters)    1154.20   (feet)  ADJUSTED  
 GA2337  ___________________________________________________________________
 GA2337  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GA2337  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2337  DYNAMIC HT  -         351.493 (meters)    1153.19  (feet)  COMP
 GA2337  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GA2337
 GA2337  HORZ ORDER  -  SECOND
 GA2337  VERT ORDER  -  SECOND    CLASS 0
 GA2337
 GA2337.The horizontal coordinates were established by classical geodetic methods
 GA2337.and adjusted by the National Geodetic Survey in April 1999..
 GA2337
 GA2337.The orthometric height was determined by differential leveling
 GA2337.and adjusted by the National Geodetic Survey in June 1991..
 GA2337
 GA2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2337
 GA2337.The geoid height was determined by GEOID03.
 GA2337
 GA2337.The dynamic height is computed by dividing the NAVD 88
 GA2337.geopotential number by the normal gravity value computed on the
 GA2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2337.degrees latitude (g = 980.6199 gals.).
 GA2337
 GA2337.The modeled gravity was interpolated from observed gravity values.
 GA2337
 GA2337;                    North         East     Units Scale Factor Converg.
 GA2337;SPC TN       -   237,291.758   788,164.663   MT  1.00000680   +1 13 44.2
 GA2337;SPC TN       -   778,514.71  2,585,836.90   sFT  1.00000680   +1 13 44.2
 GA2337;UTM  17      - 4,038,200.122   240,027.659   MT  1.00043278   -1 43 28.5
 GA2337
 GA2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2337!SPC TN       -   0.99994954  x   1.00000680  =   0.99995634
 GA2337!UTM  17      -   0.99994954  x   1.00043278  =   1.00038230
 GA2337
 GA2337|---------------------------------------------------------------------|
 GA2337| PID    Reference Object                     Distance      Geod. Az  |
 GA2337|                                                           dddmmss.s |
 GA2337| GA2338 WADE RM 1                             7.048 METERS 04148     |
 GA2337| GA2336 WADE RM 2                             6.015 METERS 16322     |
 GA2337| GA2335 WADE AZ MK                                         2493742.6 |
 GA2337|---------------------------------------------------------------------|
 GA2337
 GA2337                          SUPERSEDED SURVEY CONTROL
 GA2337
 GA2337  NAD 83(1995)-  36 27 13.82546(N)    083 54 03.01751(W) AD(       ) 2
 GA2337  NAD 83(1995)-  36 27 13.83094(N)    083 54 03.01717(W) AD(       ) 2
 GA2337  NAD 83(1995)-  36 27 13.83240(N)    083 54 03.01864(W) AD(       ) 2
 GA2337  NAD 83(1986)-  36 27 13.83493(N)    083 54 03.01736(W) AD(       ) 2
 GA2337  NAD 27      -  36 27 13.55008(N)    083 54 03.30945(W) AD(       ) 2
 GA2337  NGVD 29 (??/??/92)  351.956  (m)         1154.71   (f) ADJ UNCH    2 0
 GA2337
 GA2337.Superseded values are not recommended for survey control.
 GA2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2337.See file dsdata.txt to determine how the superseded data were derived.
 GA2337
 GA2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4002838200(NAD 83)
 GA2337_MARKER: DD = SURVEY DISK
 GA2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2337_STAMPING: WADE 1964
 GA2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2337+STABILITY: SURFACE MOTION
 GA2337
 GA2337  HISTORY     - Date     Condition        Report By
 GA2337  HISTORY     - 1964     MONUMENTED       TNHD
 GA2337  HISTORY     - 1965     GOOD             TNHD
 GA2337
 GA2337                          STATION DESCRIPTION
 GA2337
 GA2337'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2337'THE STATION IS LOCATED ABOUT 18 MILES EAST OF LAFOLLETTE, ABOUT 1-1/2
 GA2337'MILES WEST OF SPEEDWELL
 GA2337'AND ON THE PROPERTY OF WADE AUSMUS.
 GA2337'
 GA2337'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GA2337'ROUTE 63 IN LAFOLLETTE, GO
 GA2337'EAST ON STATE ROUTE 63 FOR 13.7 MILES TO THE
 GA2337'AZIMUTH MARK ON THE LEFT, CONTINUE
 GA2337'FOR 0.45 MILE TO A GATE ON THE
 GA2337'LEFT, 0.05 MILE BEFORE REACHING THE STORE OF WADE
 GA2337'AUSMUS ON THE LEFT,
 GA2337'TURN LEFT THROUGH A WIRE GATE THEN LEFT, WEST, ALONG FENCE FOR 0.1
 GA2337'MILE TO THE
 GA2337'STATION AT THE TOP OF A SMALL KNOLL.
 GA2337'
 GA2337'THE STATION IS 177 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 GA2337'GRAVE YARD, 147 FEET
 GA2337'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 107 FEET
 GA2337'SOUTH OF A POWER POLE AND
 GA2337'1.6 FEET SOUTHEAST OF A WITNESS POST.  THE
 GA2337'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2337'TENNESSEE HIGHWAY
 GA2337'DEPARTMENT DISKS AND THE DISKS ARE STAMPED WADE 1964.  THE
 GA2337'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2337'DISK IS SET IN A
 GA2337'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2337'
 GA2337'REFERENCE MARK NO. 1 IS 162 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GA2337'SMALL GRAVE YARD.  IT IS A
 GA2337'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2337'10-INCH SQUARE, FLUSH, CONCRETE
 GA2337'MONUMENT AND THE DISK IS STAMPED WADE
 GA2337'RM-1 1964.
 GA2337'
 GA2337'REFERENCE MARK NO. 2 IS 128 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2337'STATE ROUTE 63.  IT IS A
 GA2337'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2337'10-INCH SQUARE, FLUSH, CONCRETE
 GA2337'MONUMENT AND THE DISK IS STAMPED WADE
 GA2337'RM-2 1964.
 GA2337'
 GA2337'THE AZIMUTH MARK IS 54 FEET WEST OF A GATE IN A ROCK WALL AND 24 FEET
 GA2337'EAST OF THE APPROXIMATE
 GA2337'CENTER OF STATE ROUTE 63.  IT IS A STANDARD TENNESSEE
 GA2337'HIGHWAY DEPARTMENT DISK CEMENTED
 GA2337'FLUSH IN A DRILL HOLE IN THE ROCK
 GA2337'WALL AND THE DISK IS STAMPED WADE AZI 1964.
 GA2337'
 GA2337'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2337'
 GA2337'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2337
 GA2337                          STATION RECOVERY (1965)
 GA2337
 GA2337'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2337'1.5 MI W FROM SPEEDWELL.
 GA2337'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2337'LA FOLLETTE, GO EAST ON STATE ROUTE 63 FOR 14.2 MILES TO A GATE
 GA2337'ON THE LEFT, 0.05 MILES BEFORE REACHING THE STORE OF WADE AUSMUS
 GA2337'ON THE LEFT, TURN LEFT THROUGH A WIRE GATE, THEN LEFT, WEST ALONG
 GA2337'A FENCE FOR 0.1 MILE TO THE MARK AT THE TOP OF A SMALL KNOLL,
 GA2337'177 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL GRAVEYARD,
 GA2337'147 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 107
 GA2337'FEET SOUTH OF A POWER POLE AND 1.6 FEET SOUTHEAST OF A METAL
 GA2337'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2337'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2337'MONUMENT, STAMPED WADE 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1717 ***********************************************************************
 GD1717  DESIGNATION -  WADE
 GD1717  PID         -  GD1717
 GD1717  STATE/COUNTY-  TN/DYER
 GD1717  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1717
 GD1717                         *CURRENT SURVEY CONTROL
 GD1717  ___________________________________________________________________
 GD1717* NAD 83(1995)-  36 05 16.28594(N)    089 37 41.98932(W)     ADJUSTED  
 GD1717* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 GD1717  ___________________________________________________________________
 GD1717  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GD1717  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1717
 GD1717  HORZ ORDER  -  SECOND
 GD1717
 GD1717.The horizontal coordinates were established by classical geodetic methods
 GD1717.and adjusted by the National Geodetic Survey in April 1999..
 GD1717
 GD1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1717
 GD1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1717
 GD1717.The geoid height was determined by GEOID03.
 GD1717
 GD1717;                    North         East     Units Scale Factor Converg.
 GD1717;SPC TN       -   200,720.164   273,308.118   MT  0.99995818   -2 07 27.0
 GD1717;SPC TN       -   658,529.40    896,678.38   sFT  0.99995818   -2 07 27.0
 GD1717;UTM  16      - 3,996,891.632   263,352.237   MT  1.00029009   -1 32 55.9
 GD1717
 GD1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1717!SPC TN       -   0.99999128  x   0.99995818  =   0.99994946
 GD1717!UTM  16      -   0.99999128  x   1.00029009  =   1.00028137
 GD1717
 GD1717|---------------------------------------------------------------------|
 GD1717| PID    Reference Object                     Distance      Geod. Az  |
 GD1717|                                                           dddmmss.s |
 GD1717| CG5297 WADE RM 1                            29.180 METERS 03916     |
 GD1717| CG5298 WADE RM 2                            28.770 METERS 22310     |
 GD1717| CG5296 WADE AZ MK                                         2391824.1 |
 GD1717|---------------------------------------------------------------------|
 GD1717
 GD1717                          SUPERSEDED SURVEY CONTROL
 GD1717
 GD1717  NAD 83(1995)-  36 05 16.28917(N)    089 37 41.98998(W) AD(       ) 2
 GD1717  NAD 83(1995)-  36 05 16.28872(N)    089 37 41.99124(W) AD(       ) 2
 GD1717  NAD 83(1986)-  36 05 16.29753(N)    089 37 41.99056(W) AD(       ) 2
 GD1717  NAD 27      -  36 05 16.04408(N)    089 37 41.70578(W) AD(       ) 2
 GD1717  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG       
 GD1717
 GD1717.Superseded values are not recommended for survey control.
 GD1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1717.See file dsdata.txt to determine how the superseded data were derived.
 GD1717
 GD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6335296892(NAD 83)
 GD1717_MARKER: DD = SURVEY DISK
 GD1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1717
 GD1717  HISTORY     - Date     Condition        Report By
 GD1717  HISTORY     - 1965     MONUMENTED       TNHD
 GD1717
 GD1717                          STATION DESCRIPTION
 GD1717
 GD1717'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GD1717'THE STATION IS LOCATED ABOUT 10 MILES WEST OF FINLEY ON THE
 GD1717'MISSISSIPPI RIVER.
 GD1717'
 GD1717'TO REACH THE STATION FROM THE POST OFFICE IN FINLEY, GO WEST ON STATE
 GD1717'ROUTE 20 FOR 9.45 MILES TO A GRAVELED ROAD ON THE RIGHT AT AN
 GD1717'ABANDONED BLOCK BUILDING.  TURN RIGHT ON THE GRAVELED ROAD AND GO
 GD1717'1.85 MILES NORTH TO THE AZIMUTH MARK ON THE RIGHT ATOP A LEVEE.
 GD1717'CONTINUE STRAIGHT AHEAD FOR 0.65 MILES TO THE STATION ON THE LEFT
 GD1717'ATOP A LEVEE.
 GD1717'
 GD1717'THE STATION IS IN FRONT OF, AND ACROSS THE ROAD FROM AN ABANDONED
 GD1717'HOUSE AND BARN, AND NORTHWEST OF TWO SMALL HOUSES, ONE PAINTED GREEN
 GD1717'AND THE OTHER UNPAINTED.  IT IS 27 FEET NORTHWEST OF THE
 GD1717'APPROXIMATE CENTER OF A GRAVELED ROAD AND 12.8 FEET WEST OF A METAL
 GD1717'WITNESS POST WITH SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GD1717'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GD1717'STAMPED WADE 1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GD1717'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH
 GD1717'CONCRETE MONUMENT.
 GD1717'
 GD1717'REFERENCE MARK NO. 1 IS 14 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GD1717'OF A GRAVELED ROAD ATOP A LEVEE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GD1717'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH CONCRETE MONUMENT
 GD1717'AND THE DISK IS STAMPED WADE RM-1 1965.
 GD1717'
 GD1717'REFERENCE MARK NO. 2 IS 26 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GD1717'OF A GRAVELED ROAD, 9 FEET SOUTHEAST OF THE WEST EDGE OF A LEVEE AND
 GD1717'7 FEET NORTHWEST OF THE EAST EDGE OF A LEVEE.  IT IS A STANDARD
 GD1717'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GD1717'FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED WADE RM-2 1965.
 GD1717'
 GD1717'AZIMUTH MARK IS 83 FEET NORTHEAST OF A 36-INCH SYCAMORE TREE, 31 FEET
 GD1717'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 1.9 FEET EAST
 GD1717'OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 GD1717'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GD1717'MONUMENT AND THE DISK IS STAMPED WADE AZI 1965.
 GD1717'
 GD1717'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1717'
 GD1717'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1520 ***********************************************************************
 FD1520  DESIGNATION -  WADE
 FD1520  PID         -  FD1520
 FD1520  STATE/COUNTY-  TN/HICKMAN
 FD1520  USGS QUAD   -  SUNRISE (1979)
 FD1520
 FD1520                         *CURRENT SURVEY CONTROL
 FD1520  ___________________________________________________________________
 FD1520* NAD 83(1995)-  35 43 08.69195(N)    087 29 23.66122(W)     ADJUSTED  
 FD1520* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 FD1520  ___________________________________________________________________
 FD1520  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FD1520  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD1520
 FD1520  HORZ ORDER  -  SECOND
 FD1520
 FD1520.The horizontal coordinates were established by classical geodetic methods
 FD1520.and adjusted by the National Geodetic Survey in April 1999..
 FD1520
 FD1520.The orthometric height was scaled from a topographic map.
 FD1520
 FD1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1520
 FD1520.The geoid height was determined by GEOID03.
 FD1520
 FD1520;                    North         East     Units Scale Factor Converg.
 FD1520;SPC TN       -   154,773.348   465,201.674   MT  0.99995041   -0 52 20.1
 FD1520;SPC TN       -   507,785.56  1,526,249.16   sFT  0.99995041   -0 52 20.1
 FD1520;UTM  16      - 3,952,901.768   455,689.711   MT  0.99962419   -0 17 09.7
 FD1520
 FD1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1520!SPC TN       -   0.99996536  x   0.99995041  =   0.99991577
 FD1520!UTM  16      -   0.99996536  x   0.99962419  =   0.99958956
 FD1520
 FD1520:                Primary Azimuth Mark                     Grid Az
 FD1520:SPC TN       -  COBEL                                    272 51 02.7
 FD1520:UTM  16      -  COBEL                                    272 15 52.3
 FD1520
 FD1520|---------------------------------------------------------------------|
 FD1520| PID    Reference Object                     Distance      Geod. Az  |
 FD1520|                                                           dddmmss.s |
 FD1520| FD1625 COBEL                               APPROX.16.9 KM 2715842.6 |
 FD1520|---------------------------------------------------------------------|
 FD1520
 FD1520                          SUPERSEDED SURVEY CONTROL
 FD1520
 FD1520  NAD 83(1995)-  35 43 08.69394(N)    087 29 23.66425(W) AD(       ) 2
 FD1520  NAD 83(1986)-  35 43 08.70278(N)    087 29 23.66307(W) AD(       ) 2
 FD1520  NAD 27      -  35 43 08.45500(N)    087 29 23.61100(W) AD(       ) 2
 FD1520
 FD1520.Superseded values are not recommended for survey control.
 FD1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1520.See file dsdata.txt to determine how the superseded data were derived.
 FD1520
 FD1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5569052902(NAD 83)
 FD1520_MARKER: DS = TRIANGULATION STATION DISK
 FD1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1520_STAMPING: WADE 1934
 FD1520_MARK LOGO: CGS   
 FD1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1520+STABILITY: SURFACE MOTION
 FD1520
 FD1520  HISTORY     - Date     Condition        Report By
 FD1520  HISTORY     - 1934     MONUMENTED       CGS
 FD1520
 FD1520                          STATION DESCRIPTION
 FD1520
 FD1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1520'ABOUT 4.5 MILES SOUTH-SOUTHWEST OF CENTERVILLE, 2.5 MILES NORTH BY
 FD1520'EAST OF AETNA, 1.5
 FD1520'MILES EAST BY SOUTH OF CROSSROADS CHURCH AND
 FD1520'SCHOOL, 0.75 MILE NORTHWEST OF STATE
 FD1520'ROUTE 100, AND NEAR
 FD1520'TRIANGLE-BLAZED TREE ON EAST SIDE OF ROAD RUNNING ALONG
 FD1520'TOP OF RIDGE.  TO
 FD1520'REACH FROM POST OFFICE IN CENTERVILLE, FOLLOW STATE ROUTE 100
 FD1520'SOUTH 1.15 MILES,
 FD1520'TURN RIGHT ABOUT 200 YARDS AFTER PASSING ELECTRIC
 FD1520'SUBSTATION ON RIGHT, GO 0.45 MILE
 FD1520'KEEPING RIGHT ACROSS RAILROAD,
 FD1520'CONTINUE 0.15 MILE, KEEP TO LEFT AT FORKS AND GO
 FD1520'1.95 MILES, KEEP TO
 FD1520'LEFT AT FORKS AND CONTINUE 0.95 MILE TO STATION ON LEFT, 12 YARDS
 FD1520'SOUTH- SOUTHEAST
 FD1520'OF CENTER LINE OF ROAD, 9 YARDS NORTHWEST OF 10-INCH
 FD1520'CHESTNUT OAK, AND 7 YARDS
 FD1520'WEST-SOUTHWEST OF 10-INCH OAK.  SURFACE AND
 FD1520'UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FD1520'IN CONCRETE.
 FD1520'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1520'DISKS IN
 FD1520'CONCRETE.  NO 1 IS 4 YARDS NORTHWEST OF CENTER LINE OF ROAD
 FD1520'AND 105.10 FEET
 FD1520'FROM STATION N 19 DEG 50 MIN E. NO 2 IS 4
 FD1520'YARDS NORTHWEST OF CENTER LINE OF
 FD1520'ROAD AND 101.27 FEET FROM STATION
 FD1520'S 79 DEG 49 MIN W.  DISTANCE BETWEEN REFERENCE MARKS NO
 FD1520'1 AND NO 2 IS
 FD1520'178.8 FEET.  AZIMUTH MARK IS 15 FEET NORTHWEST OF 16-INCH OAK, 4
 FD1520'YARDS SOUTHEAST OF
 FD1520'CENTER LINE OF ROAD, AND 0.2 MILE (0.25 MILE BY
 FD1520'ROAD) FROM STATION S 80 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2335 ***********************************************************************
 GA2335  DESIGNATION -  WADE AZ MK
 GA2335  PID         -  GA2335
 GA2335  STATE/COUNTY-  TN/CLAIBORNE
 GA2335  USGS QUAD   -  WELL SPRING (1980)
 GA2335
 GA2335                         *CURRENT SURVEY CONTROL
 GA2335  ___________________________________________________________________
 GA2335* NAD 83(1986)-  36 27 08.     (N)    083 54 20.     (W)     SCALED    
 GA2335* NAVD 88     -       336.199  (meters)    1103.01   (feet)  ADJUSTED  
 GA2335  ___________________________________________________________________
 GA2335  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2335  DYNAMIC HT  -         335.905 (meters)    1102.05  (feet)  COMP
 GA2335  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 GA2335
 GA2335  VERT ORDER  -  SECOND    CLASS 0
 GA2335
 GA2335.The horizontal coordinates were scaled from a topographic map and have
 GA2335.an estimated accuracy of +/- 6 seconds.
 GA2335
 GA2335.The orthometric height was determined by differential leveling
 GA2335.and adjusted by the National Geodetic Survey in June 1991..
 GA2335
 GA2335.The geoid height was determined by GEOID03.
 GA2335
 GA2335.The dynamic height is computed by dividing the NAVD 88
 GA2335.geopotential number by the normal gravity value computed on the
 GA2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2335.degrees latitude (g = 980.6199 gals.).
 GA2335
 GA2335.The modeled gravity was interpolated from observed gravity values.
 GA2335
 GA2335;                    North         East    Units  Estimated Accuracy
 GA2335;SPC TN       -   237,100.      787,750.      MT  (+/- 180 meters Scaled)
 GA2335
 GA2335                          SUPERSEDED SURVEY CONTROL
 GA2335
 GA2335  NGVD 29 (??/??/??)  336.41   (m)         1103.7    (f) RESET       3  
 GA2335
 GA2335.Superseded values are not recommended for survey control.
 GA2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2335.See file dsdata.txt to determine how the superseded data were derived.
 GA2335
 GA2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA395380(NAD 83)
 GA2335_MARKER: DD = SURVEY DISK
 GA2335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2335_SP_SET: ROCK WALL
 GA2335_STAMPING: WADE AZI 1964
 GA2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2335
 GA2335  HISTORY     - Date     Condition        Report By
 GA2335  HISTORY     - 1964     MONUMENTED       TNHD
 GA2335  HISTORY     - 1965     GOOD             TNHD
 GA2335
 GA2335                          STATION DESCRIPTION
 GA2335
 GA2335'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2335'13.7 MI W FROM SPEEDWELL.
 GA2335'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2335'LA FOLLETTE, GO EAST ON STATE ROUTE 63 FOR 13.7 MILES TO THE MARK
 GA2335'ON THE LEFT, 54 FEET WEST OF A GATE IN A ROCK WALL AND 24 FEET
 GA2335'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 63.  IT IS A
 GA2335'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GA2335'DRILLED HOLE IN THE ROCK WALL.  IT IS STAMPED WADE AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2338 ***********************************************************************
 GA2338  DESIGNATION -  WADE RM 1
 GA2338  PID         -  GA2338
 GA2338  STATE/COUNTY-  TN/CLAIBORNE
 GA2338  USGS QUAD   -  WELL SPRING (1980)
 GA2338
 GA2338                         *CURRENT SURVEY CONTROL
 GA2338  ___________________________________________________________________
 GA2338* NAD 83(1986)-  36 27 14.     (N)    083 54 03.     (W)     SCALED    
 GA2338* NAVD 88     -       351.376  (meters)    1152.81   (feet)  ADJUSTED  
 GA2338  ___________________________________________________________________
 GA2338  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2338  DYNAMIC HT  -         351.069 (meters)    1151.80  (feet)  COMP
 GA2338  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GA2338
 GA2338  VERT ORDER  -  SECOND    CLASS 0
 GA2338
 GA2338.The horizontal coordinates were scaled from a topographic map and have
 GA2338.an estimated accuracy of +/- 6 seconds.
 GA2338
 GA2338.The orthometric height was determined by differential leveling
 GA2338.and adjusted by the National Geodetic Survey in June 1991..
 GA2338
 GA2338.The geoid height was determined by GEOID03.
 GA2338
 GA2338.The dynamic height is computed by dividing the NAVD 88
 GA2338.geopotential number by the normal gravity value computed on the
 GA2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2338.degrees latitude (g = 980.6199 gals.).
 GA2338
 GA2338.The modeled gravity was interpolated from observed gravity values.
 GA2338
 GA2338;                    North         East    Units  Estimated Accuracy
 GA2338;SPC TN       -   237,300.      788,170.      MT  (+/- 180 meters Scaled)
 GA2338
 GA2338                          SUPERSEDED SURVEY CONTROL
 GA2338
 GA2338  NGVD 29 (??/??/92)  351.531  (m)         1153.31   (f) ADJ UNCH    2 0
 GA2338
 GA2338.Superseded values are not recommended for survey control.
 GA2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2338.See file dsdata.txt to determine how the superseded data were derived.
 GA2338
 GA2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA400382(NAD 83)
 GA2338_MARKER: DD = SURVEY DISK
 GA2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2338_STAMPING: WADE RM-1 1964
 GA2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2338+STABILITY: SURFACE MOTION
 GA2338
 GA2338  HISTORY     - Date     Condition        Report By
 GA2338  HISTORY     - 1964     MONUMENTED       TNHD
 GA2338  HISTORY     - 1965     GOOD             TNHD
 GA2338
 GA2338                          STATION DESCRIPTION
 GA2338
 GA2338'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2338'1.5 MI W FROM SPEEDWELL.
 GA2338'THIS MARK IS LOCATED AT THE WADE 1964 STATION SITE, 162 FEET
 GA2338'SOUTH OF THE SOUTHEAST CORNER OF A SMALL GRAVEYARD.  IT IS A
 GA2338'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GA2338'10-INCH SQUARE, CONCRETE MONUMENT, STAMPED WADE RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2336 ***********************************************************************
 GA2336  DESIGNATION -  WADE RM 2
 GA2336  PID         -  GA2336
 GA2336  STATE/COUNTY-  TN/CLAIBORNE
 GA2336  USGS QUAD   -  WELL SPRING (1980)
 GA2336
 GA2336                         *CURRENT SURVEY CONTROL
 GA2336  ___________________________________________________________________
 GA2336* NAD 83(1986)-  36 27 14.     (N)    083 54 03.     (W)     SCALED    
 GA2336* NAVD 88     -       351.714  (meters)    1153.91   (feet)  ADJUSTED  
 GA2336  ___________________________________________________________________
 GA2336  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2336  DYNAMIC HT  -         351.407 (meters)    1152.91  (feet)  COMP
 GA2336  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GA2336
 GA2336  VERT ORDER  -  SECOND    CLASS 0
 GA2336
 GA2336.The horizontal coordinates were scaled from a topographic map and have
 GA2336.an estimated accuracy of +/- 6 seconds.
 GA2336
 GA2336.The orthometric height was determined by differential leveling
 GA2336.and adjusted by the National Geodetic Survey in June 1991..
 GA2336
 GA2336.The geoid height was determined by GEOID03.
 GA2336
 GA2336.The dynamic height is computed by dividing the NAVD 88
 GA2336.geopotential number by the normal gravity value computed on the
 GA2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2336.degrees latitude (g = 980.6199 gals.).
 GA2336
 GA2336.The modeled gravity was interpolated from observed gravity values.
 GA2336
 GA2336;                    North         East    Units  Estimated Accuracy
 GA2336;SPC TN       -   237,300.      788,170.      MT  (+/- 180 meters Scaled)
 GA2336
 GA2336                          SUPERSEDED SURVEY CONTROL
 GA2336
 GA2336  NGVD 29 (??/??/92)  351.870  (m)         1154.43   (f) ADJ UNCH    2 0
 GA2336
 GA2336.Superseded values are not recommended for survey control.
 GA2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2336.See file dsdata.txt to determine how the superseded data were derived.
 GA2336
 GA2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA400382(NAD 83)
 GA2336_MARKER: DD = SURVEY DISK
 GA2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2336_STAMPING: WADE RM-2 1964
 GA2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2336+STABILITY: SURFACE MOTION
 GA2336
 GA2336  HISTORY     - Date     Condition        Report By
 GA2336  HISTORY     - 1964     MONUMENTED       TNHD
 GA2336  HISTORY     - 1965     GOOD             TNHD
 GA2336
 GA2336                          STATION DESCRIPTION
 GA2336
 GA2336'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2336'1.5 MI W FROM SPEEDWELL.
 GA2336'THIS MARK IS LOCATED AT THE WADE 1964 STATION SITE, 128 FEET
 GA2336'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63.  IT IS A
 GA2336'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2336'FLUSH, CONCRETE MONUMENT, STAMPED WADE RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0565 ***********************************************************************
 FC0565  DESIGNATION -  WALK
 FC0565  PID         -  FC0565
 FC0565  STATE/COUNTY-  TN/MCMINN
 FC0565  USGS QUAD   -  CHARLESTON (1980)
 FC0565
 FC0565                         *CURRENT SURVEY CONTROL
 FC0565  ___________________________________________________________________
 FC0565* NAD 83(1995)-  35 22 03.49172(N)    084 45 33.35033(W)     ADJUSTED  
 FC0565* NAVD 88     -       289.298  (meters)     949.14   (feet)  ADJUSTED  
 FC0565  ___________________________________________________________________
 FC0565  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FC0565  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0565  DYNAMIC HT  -         289.016 (meters)     948.21  (feet)  COMP
 FC0565  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 FC0565
 FC0565  HORZ ORDER  -  SECOND
 FC0565  VERT ORDER  -  SECOND    CLASS 0
 FC0565
 FC0565.The horizontal coordinates were established by classical geodetic methods
 FC0565.and adjusted by the National Geodetic Survey in April 1999..
 FC0565
 FC0565.The orthometric height was determined by differential leveling
 FC0565.and adjusted by the National Geodetic Survey in June 1991..
 FC0565
 FC0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0565
 FC0565.The geoid height was determined by GEOID03.
 FC0565
 FC0565.The dynamic height is computed by dividing the NAVD 88
 FC0565.geopotential number by the normal gravity value computed on the
 FC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0565.degrees latitude (g = 980.6199 gals.).
 FC0565
 FC0565.The modeled gravity was interpolated from observed gravity values.
 FC0565
 FC0565;                    North         East     Units Scale Factor Converg.
 FC0565;SPC TN       -   115,470.470   712,750.470   MT  0.99998132   +0 43 35.0
 FC0565;SPC TN       -   378,839.37  2,338,415.50   sFT  0.99998132   +0 43 35.0
 FC0565;UTM  16      - 3,916,118.558   703,569.401   MT  1.00011072   +1 17 50.7
 FC0565
 FC0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0565!SPC TN       -   0.99995934  x   0.99998132  =   0.99994066
 FC0565!UTM  16      -   0.99995934  x   1.00011072  =   1.00007006
 FC0565
 FC0565|---------------------------------------------------------------------|
 FC0565| PID    Reference Object                     Distance      Geod. Az  |
 FC0565|                                                           dddmmss.s |
 FC0565| FC0564 WALK RM 1                            21.686 METERS 06800     |
 FC0565| FC0563 WALK AZ MK                                         1034910.9 |
 FC0565| FC0566 WALK RM 2                            19.812 METERS 18018     |
 FC0565|---------------------------------------------------------------------|
 FC0565
 FC0565                          SUPERSEDED SURVEY CONTROL
 FC0565
 FC0565  NAD 83(1995)-  35 22 03.49507(N)    084 45 33.35097(W) AD(       ) 2
 FC0565  NAD 83(1995)-  35 22 03.49422(N)    084 45 33.35125(W) AD(       ) 2
 FC0565  NAD 83(1995)-  35 22 03.49468(N)    084 45 33.35070(W) AD(       ) 2
 FC0565  NAD 83(1986)-  35 22 03.49823(N)    084 45 33.34845(W) AD(       ) 2
 FC0565  NAD 27      -  35 22 03.23520(N)    084 45 33.56340(W) AD(       ) 2
 FC0565  NGVD 29 (??/??/92)  289.357  (m)          949.33   (f) ADJ UNCH    2 0
 FC0565
 FC0565.Superseded values are not recommended for survey control.
 FC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0565.See file dsdata.txt to determine how the superseded data were derived.
 FC0565
 FC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0356916119(NAD 83)
 FC0565_MARKER: DE = TRAVERSE STATION DISK
 FC0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0565_STAMPING: WALK 1961
 FC0565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0565+STABILITY: SURFACE MOTION
 FC0565
 FC0565  HISTORY     - Date     Condition        Report By
 FC0565  HISTORY     - 1961     MONUMENTED       CGS
 FC0565  HISTORY     - 1961     GOOD             CGS
 FC0565  HISTORY     - 1981     MARK NOT FOUND   NGS
 FC0565  HISTORY     - 1981     GOOD             LOCSUR
 FC0565
 FC0565                          STATION DESCRIPTION
 FC0565
 FC0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0565'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CALHOUN, ON THE
 FC0565'SPRING CREEK RIDGE, ON PROPERTY OF MR. C.L. WALKER.
 FC0565'
 FC0565'TO REACH THE STATION FROM THE TRAFFIC STOP LIGHT AT THE BOWATER PLANT
 FC0565'ON THE WESTERN EDGE OF CALHOUN, GO NORTHWEST ON U.S. HIGHWAY 11
 FC0565'FOR 3.65 MILES TO A CROSSROAD AND SIGN, SINCLAIR BAPTIST CHURCH, TURN
 FC0565'LEFT AND GO 2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FC0565'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A DIM SIDE ROAD RIGHT, TURN
 FC0565'RIGHT AND GO ABOUT 25 YARDS, THEN TURN LEFT AND GO 0.1 MILE TO
 FC0565'THE TOP OF THE RIDGE AND STATION.
 FC0565'
 FC0565'THE STATION MARK IS 70 FEET WEST FROM EDGE OF WOODS, 29 FEET SOUTH OF
 FC0565'AN OAK TREE WITH TWIN TRUNKS AND A TRIANGLE BLAZE AND 2.2 FEET
 FC0565'NORTHEAST OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN A
 FC0565'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, AND IS STAMPED
 FC0565'WALK 1961.
 FC0565'
 FC0565'REFERENCE MARK NO. 1 IS 94.4 FEET EAST OF A METAL WITNESS POST, 17
 FC0565'FEET WEST OF A HICKORY TREE WITH TWIN TRUNKS AND A TRIANGLE
 FC0565'BLAZE, AND 6 FEET WEST FROM EDGE OF WOODS. IT IS A STANDARD DISK SET
 FC0565'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 FC0565'STAMPED WALK NO 1 1961.
 FC0565'
 FC0565'REFERENCE MARK NO. 2 IS 84.6 FEET SOUTH OF A METAL WITNESS POST, 21
 FC0565'FEET WEST OF A TRIANGLE BLAZED TREE, AND 8 FEET WEST FROM EDGE
 FC0565'OF WOODS. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 FC0565'WHICH PROJECTS 4 INCHES, AND IS STAMPED WALK NO 2 1961.
 FC0565'
 FC0565'THE AZIMUTH MARK IS 34 FEET NORTHEAST FROM THE APPROXIMATE CENTER OF
 FC0565'AN OILED ROAD, 7.4 FEET EAST OF A METAL WITNESS POST AND 7 FEET
 FC0565'NORTHEAST OF A WIRE FENCE. IT IS A STANDARD DISK SET IN A SQUARE
 FC0565'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES, AND IS STAMPED WALK
 FC0565'1961.
 FC0565'
 FC0565'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FC0565
 FC0565                          STATION RECOVERY (1961)
 FC0565
 FC0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0565'6.8 MI N FROM CALHOUN.
 FC0565'THIS STATION IS LOCATED ON THE SPRING CREEK RIDGE AND THE
 FC0565'PROPERTY OF MR. C.L. WALKER.  FROM THE STOP LIGHT ON U.S. HIGHWAY
 FC0565'11 AT THE ENTRANCE TO THE BOWATER PAPER MILL GO NORTHEAST ON
 FC0565'U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD AND SIGN SINCLAIR
 FC0565'BAPTIST CHURCH, TURN LEFT AND GO 2.9 MILES TO THE AZIMUTH MARK
 FC0565'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A DIM
 FC0565'WOODS ROAD TO THE RIGHT, TURN RIGHT AND GO ABOUT 75 FEET, THEN TURN
 FC0565'LEFT AND FOLLOW THE DIM WOODS ROAD FOR 0.1 MILE TO THE TOP OF
 FC0565'THE RIDGE AND THE STATION, 70 FEET WEST OF THE EDGE OF THE WOODS,
 FC0565'29 FEET SOUTH OF AN OAK TREE WITH TWIN TRUNKS AND A TRIANGLE
 FC0565'BLAZE, 2.2 FEET NORTHEAST OF A WITNESS SIGN.  A DISK SET IN THE
 FC0565'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FC0565
 FC0565                          STATION RECOVERY (1981)
 FC0565
 FC0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0565'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  A LONG SEARCH WAS MADE
 FC0565'FOR THE STATION AND REFERENCE MARKS BUT NOTHING WAS FOUND DUE TO
 FC0565'DENSE GROWTH AND LOGGING OPERATIONS IN THE PAST AT THE SITE.
 FC0565
 FC0565                          STATION RECOVERY (1981)
 FC0565
 FC0565'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0563 ***********************************************************************
 FC0563  DESIGNATION -  WALK AZ MK
 FC0563  PID         -  FC0563
 FC0563  STATE/COUNTY-  TN/MCMINN
 FC0563  USGS QUAD   -  CHARLESTON (1980)
 FC0563
 FC0563                         *CURRENT SURVEY CONTROL
 FC0563  ___________________________________________________________________
 FC0563* NAD 83(1986)-  35 22 00.     (N)    084 45 20.     (W)     SCALED    
 FC0563* NAVD 88     -       266.643  (meters)     874.81   (feet)  ADJUSTED  
 FC0563  ___________________________________________________________________
 FC0563  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0563  DYNAMIC HT  -         266.383 (meters)     873.96  (feet)  COMP
 FC0563  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 FC0563
 FC0563  VERT ORDER  -  SECOND    CLASS 0
 FC0563
 FC0563.The horizontal coordinates were scaled from a topographic map and have
 FC0563.an estimated accuracy of +/- 6 seconds.
 FC0563
 FC0563.The orthometric height was determined by differential leveling
 FC0563.and adjusted by the National Geodetic Survey in June 1991..
 FC0563
 FC0563.The geoid height was determined by GEOID03.
 FC0563
 FC0563.The dynamic height is computed by dividing the NAVD 88
 FC0563.geopotential number by the normal gravity value computed on the
 FC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0563.degrees latitude (g = 980.6199 gals.).
 FC0563
 FC0563.The modeled gravity was interpolated from observed gravity values.
 FC0563
 FC0563;                    North         East    Units  Estimated Accuracy
 FC0563;SPC TN       -   115,370.      713,090.      MT  (+/- 180 meters Scaled)
 FC0563
 FC0563                          SUPERSEDED SURVEY CONTROL
 FC0563
 FC0563  NGVD 29 (??/??/92)  266.702  (m)          875.00   (f) ADJ UNCH    2 0
 FC0563
 FC0563.Superseded values are not recommended for survey control.
 FC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0563.See file dsdata.txt to determine how the superseded data were derived.
 FC0563
 FC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE039160(NAD 83)
 FC0563_MARKER: DZ = AZIMUTH MARK DISK
 FC0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0563_STAMPING: WALK 1961
 FC0563_MARK LOGO: CGS   
 FC0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0563+STABILITY: SURFACE MOTION
 FC0563
 FC0563  HISTORY     - Date     Condition        Report By
 FC0563  HISTORY     - 1961     MONUMENTED       CGS
 FC0563  HISTORY     - 1981     GOOD             LOCSUR
 FC0563
 FC0563                          STATION DESCRIPTION
 FC0563
 FC0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0563'6.8 MI N FROM CALHOUN.
 FC0563'THIS MARK IS LOCATED 0.2 MILE EAST OF THE WALK 1961 STATION
 FC0563'SITE, 34 FEET NORTHEAST OF THE CENTER OF AN OILED ROAD, 7.4
 FC0563'FEET EAST OF A WITNESS SIGN, AND 7 FEET NORTHEAST OF A WIRE
 FC0563'FENCE.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0563'3 INCHES AND ABOUT 6 FEET ABOVE THE ROAD LEVEL.
 FC0563
 FC0563                          STATION RECOVERY (1981)
 FC0563
 FC0563'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0564 ***********************************************************************
 FC0564  DESIGNATION -  WALK RM 1
 FC0564  PID         -  FC0564
 FC0564  STATE/COUNTY-  TN/MCMINN
 FC0564  USGS QUAD   -  CHARLESTON (1980)
 FC0564
 FC0564                         *CURRENT SURVEY CONTROL
 FC0564  ___________________________________________________________________
 FC0564* NAD 83(1986)-  35 22 03.     (N)    084 45 33.     (W)     SCALED    
 FC0564* NAVD 88     -       289.087  (meters)     948.45   (feet)  ADJUSTED  
 FC0564  ___________________________________________________________________
 FC0564  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0564  DYNAMIC HT  -         288.805 (meters)     947.52  (feet)  COMP
 FC0564  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 FC0564
 FC0564  VERT ORDER  -  SECOND    CLASS 0
 FC0564
 FC0564.The horizontal coordinates were scaled from a topographic map and have
 FC0564.an estimated accuracy of +/- 6 seconds.
 FC0564
 FC0564.The orthometric height was determined by differential leveling
 FC0564.and adjusted by the National Geodetic Survey in June 1991..
 FC0564
 FC0564.The geoid height was determined by GEOID03.
 FC0564
 FC0564.The dynamic height is computed by dividing the NAVD 88
 FC0564.geopotential number by the normal gravity value computed on the
 FC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0564.degrees latitude (g = 980.6199 gals.).
 FC0564
 FC0564.The modeled gravity was interpolated from observed gravity values.
 FC0564
 FC0564;                    North         East    Units  Estimated Accuracy
 FC0564;SPC TN       -   115,460.      712,760.      MT  (+/- 180 meters Scaled)
 FC0564
 FC0564                          SUPERSEDED SURVEY CONTROL
 FC0564
 FC0564  NGVD 29 (??/??/92)  289.146  (m)          948.64   (f) ADJ UNCH    2 0
 FC0564
 FC0564.Superseded values are not recommended for survey control.
 FC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0564.See file dsdata.txt to determine how the superseded data were derived.
 FC0564
 FC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE035161(NAD 83)
 FC0564_MARKER: DR = REFERENCE MARK DISK
 FC0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0564_STAMPING: WALK NO 1 1961
 FC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0564+STABILITY: SURFACE MOTION
 FC0564
 FC0564  HISTORY     - Date     Condition        Report By
 FC0564  HISTORY     - 1961     MONUMENTED       CGS
 FC0564  HISTORY     - 1981     GOOD             LOCSUR
 FC0564
 FC0564                          STATION DESCRIPTION
 FC0564
 FC0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0564'6.8 MI N FROM CALHOUN.
 FC0564'THIS MARK IS LOCATED AT THE WALK 1961 STATION SITE, 71.7 FEET
 FC0564'NORTHEAST OF THE STATION MARK, 94.4 FEET EAST OF A WITNESS
 FC0564'SIGN, 17 FEET WEST OF A HICKORY TREE WITH TWIN TRUNKS AND
 FC0564'TRIANGLE BLAZE, AND 6 FEET WEST OF THE EDGE OF THE WOODS.  A
 FC0564'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FC0564
 FC0564                          STATION RECOVERY (1981)
 FC0564
 FC0564'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0566 ***********************************************************************
 FC0566  DESIGNATION -  WALK RM 2
 FC0566  PID         -  FC0566
 FC0566  STATE/COUNTY-  TN/MCMINN
 FC0566  USGS QUAD   -  CHARLESTON (1980)
 FC0566
 FC0566                         *CURRENT SURVEY CONTROL
 FC0566  ___________________________________________________________________
 FC0566* NAD 83(1986)-  35 22 03.     (N)    084 45 33.     (W)     SCALED    
 FC0566* NAVD 88     -       288.507  (meters)     946.54   (feet)  ADJUSTED  
 FC0566  ___________________________________________________________________
 FC0566  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0566  DYNAMIC HT  -         288.226 (meters)     945.62  (feet)  COMP
 FC0566  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 FC0566
 FC0566  VERT ORDER  -  SECOND    CLASS 0
 FC0566
 FC0566.The horizontal coordinates were scaled from a topographic map and have
 FC0566.an estimated accuracy of +/- 6 seconds.
 FC0566
 FC0566.The orthometric height was determined by differential leveling
 FC0566.and adjusted by the National Geodetic Survey in June 1991..
 FC0566
 FC0566.The geoid height was determined by GEOID03.
 FC0566
 FC0566.The dynamic height is computed by dividing the NAVD 88
 FC0566.geopotential number by the normal gravity value computed on the
 FC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0566.degrees latitude (g = 980.6199 gals.).
 FC0566
 FC0566.The modeled gravity was interpolated from observed gravity values.
 FC0566
 FC0566;                    North         East    Units  Estimated Accuracy
 FC0566;SPC TN       -   115,460.      712,760.      MT  (+/- 180 meters Scaled)
 FC0566
 FC0566                          SUPERSEDED SURVEY CONTROL
 FC0566
 FC0566  NGVD 29 (??/??/92)  288.566  (m)          946.74   (f) ADJ UNCH    2 0
 FC0566
 FC0566.Superseded values are not recommended for survey control.
 FC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0566.See file dsdata.txt to determine how the superseded data were derived.
 FC0566
 FC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE035161(NAD 83)
 FC0566_MARKER: DR = REFERENCE MARK DISK
 FC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0566_STAMPING: WALK NO 2 1961
 FC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0566+STABILITY: SURFACE MOTION
 FC0566
 FC0566  HISTORY     - Date     Condition        Report By
 FC0566  HISTORY     - 1961     MONUMENTED       CGS
 FC0566
 FC0566                          STATION DESCRIPTION
 FC0566
 FC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0566'6.8 MI N FROM CALHOUN.
 FC0566'THIS MARK IS LOCATED AT THE WALK 1961 STATION SITE, 65.0 FEET
 FC0566'SOUTH OF THE STATION MARK, 21 FEET WEST OF A TRIANGLE BLAZED
 FC0566'TREE, AND 8 FEET WEST OF THE EDGE OF THE WOODS.  A DISK SET
 FC0566'IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2050 ***********************************************************************
 GA2050  DESIGNATION -  WALKER
 GA2050  PID         -  GA2050
 GA2050  STATE/COUNTY-  TN/JEFFERSON
 GA2050  USGS QUAD   -  WHITE PINE (1961)
 GA2050
 GA2050                         *CURRENT SURVEY CONTROL
 GA2050  ___________________________________________________________________
 GA2050* NAD 83(1995)-  36 05 53.09254(N)    083 20 52.77377(W)     ADJUSTED  
 GA2050* NAVD 88     -       389.319  (meters)    1277.29   (feet)  ADJUSTED  
 GA2050  ___________________________________________________________________
 GA2050  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 GA2050  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2050  DYNAMIC HT  -         388.956 (meters)    1276.10  (feet)  COMP
 GA2050  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA2050
 GA2050  HORZ ORDER  -  SECOND
 GA2050  VERT ORDER  -  SECOND    CLASS 0
 GA2050
 GA2050.The horizontal coordinates were established by classical geodetic methods
 GA2050.and adjusted by the National Geodetic Survey in April 1999..
 GA2050
 GA2050.The orthometric height was determined by differential leveling
 GA2050.and adjusted by the National Geodetic Survey in June 1991..
 GA2050
 GA2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2050
 GA2050.The geoid height was determined by GEOID03.
 GA2050
 GA2050.The dynamic height is computed by dividing the NAVD 88
 GA2050.geopotential number by the normal gravity value computed on the
 GA2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2050.degrees latitude (g = 980.6199 gals.).
 GA2050
 GA2050.The modeled gravity was interpolated from observed gravity values.
 GA2050
 GA2050;                    North         East     Units Scale Factor Converg.
 GA2050;SPC TN       -   199,033.444   838,779.299   MT  0.99995898   +1 33 09.3
 GA2050;SPC TN       -   652,995.56  2,751,895.08   sFT  0.99995898   +1 33 09.3
 GA2050;UTM  17      - 3,997,379.766   288,625.101   MT  1.00015055   -1 23 02.0
 GA2050
 GA2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2050!SPC TN       -   0.99994376  x   0.99995898  =   0.99990275
 GA2050!UTM  17      -   0.99994376  x   1.00015055  =   1.00009431
 GA2050
 GA2050:                Primary Azimuth Mark                     Grid Az
 GA2050:SPC TN       -  WALKER AZ MK                             002 23 39.6
 GA2050:UTM  17      -  WALKER AZ MK                             005 19 50.9
 GA2050
 GA2050|---------------------------------------------------------------------|
 GA2050| PID    Reference Object                     Distance      Geod. Az  |
 GA2050|                                                           dddmmss.s |
 GA2050| GA2052 WALKER AZ MK                                       0035648.9 |
 GA2050| GA2051 WALKER RM 1                          27.989 METERS 05849     |
 GA2050| GA2049 WALKER RM 2                          27.461 METERS 24607     |
 GA2050|---------------------------------------------------------------------|
 GA2050
 GA2050                          SUPERSEDED SURVEY CONTROL
 GA2050
 GA2050  NAD 83(1995)-  36 05 53.09780(N)    083 20 52.77736(W) AD(       ) 2
 GA2050  NAD 83(1995)-  36 05 53.10059(N)    083 20 52.77921(W) AD(       ) 2
 GA2050  NAD 83(1995)-  36 05 53.09874(N)    083 20 52.77742(W) AD(       ) 2
 GA2050  NAD 83(1986)-  36 05 53.10275(N)    083 20 52.77676(W) AD(       ) 2
 GA2050  NAD 27      -  36 05 52.76890(N)    083 20 53.17480(W) AD(       ) 2
 GA2050  NGVD 29 (??/??/92)  389.469  (m)         1277.78   (f) ADJ UNCH    2 0
 GA2050
 GA2050.Superseded values are not recommended for survey control.
 GA2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2050.See file dsdata.txt to determine how the superseded data were derived.
 GA2050
 GA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8862597380(NAD 83)
 GA2050_MARKER: DE = TRAVERSE STATION DISK
 GA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2050_STAMPING: WALKER 1961
 GA2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2050+STABILITY: SURFACE MOTION
 GA2050
 GA2050  HISTORY     - Date     Condition        Report By
 GA2050  HISTORY     - 1961     MONUMENTED       CGS
 GA2050  HISTORY     - 1961     GOOD             CGS
 GA2050  HISTORY     - 1980     GOOD             NGS
 GA2050
 GA2050                          STATION DESCRIPTION
 GA2050
 GA2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2050'THE STATION IS LOCATED ON THE PROPERTY OF MR. H. E. WALKER, ABOUT 7
 GA2050'MILES NORTHEAST OF
 GA2050'DANDRIDGE, ABOUT 4 MILES WEST OF WHITE PINE AND 0.2 MILE
 GA2050'NORTH OF THE EBENEZER METHODIST
 GA2050'CHURCH.
 GA2050'
 GA2050'TO REACH THE STATION FROM THE POST OFFICE IN WHITE PINE, GO WESTERLY
 GA2050'ON STATE HIGHWAY 66A FOR
 GA2050'0.85 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 GA2050'A HARD SURFACE ROAD AND GO 1.0
 GA2050'MILE TO A FORK, KEEP RIGHT AND GO 2.05
 GA2050'MILES TO A CROSSROAD, TURN LEFT ON STATE HIGHWAY
 GA2050'66 AND GO 0.7 MILE
 GA2050'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON STATE HIGHWAY 66 FOR
 GA2050'0.25 MILE TO
 GA2050'EBENEZER CHURCH ROAD ON THE LEFT AT SIGN, EBENEZER METHODIST
 GA2050'CHURCH TURN LEFT AND GO 0.15 MILE PASSING
 GA2050'ALONG THE EASTERN SIDE OF THE CHURCH TO
 GA2050'A SIDE ROAD ON THE LEFT AT CEMETERY, TURN LEFT
 GA2050'AND GO ALONG THE
 GA2050'NORTHERN SIDE OF THE CEMETERY FOR 0.05 MILE, THEN RIGHT ALONG THE
 GA2050'EASTERN SIDE
 GA2050'CEMETERY AND GO 0.2 MILE TO THE HIGHEST PART OF THE HILL
 GA2050'AND THE STATION.
 GA2050'
 GA2050'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED WALKER 1961,
 GA2050'SET IN A ROUND CONCRETE
 GA2050'MONUMENT WHICH IS 1 FOOT BELOW THE SURFACE OF THE
 GA2050'GROUND.  IT IS 156 FEET NORTHEAST
 GA2050'OF A BARN, 90 FEET EAST OF A
 GA2050'NORTH-SOUTH WIRE FENCE, 14 FEET NORTHWEST OF A WIRE
 GA2050'FENCE AND 2.3
 GA2050'FEET NORTHWEST OF A WITNESS POST AND SIGN.
 GA2050'
 GA2050'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WALKER NO 1 1961,
 GA2050'SET IN A SQUARE CONCRETE
 GA2050'MONUMENT WHICH IS FLUSH.  IT IS 3 FEET NORTH OF A
 GA2050'TREE STUMP, 1 FOOT NORTH OF A WIRE
 GA2050'FENCE AND ABOUT 1 FOOT LOWER THAN
 GA2050'THE STATION.
 GA2050'
 GA2050'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WALKER NO 2 1961,
 GA2050'SET IN A SQUARE CONCRETE
 GA2050'MONUMENT WHICH IS FLUSH.  IT IS 66 FEET NORTHEAST OF
 GA2050'THE NORTHEAST CORNER OF A BARN, 39
 GA2050'FEET WEST OF A 16-INCH CEDAR TREE,
 GA2050'38 FEET NORTHWEST OF A FENCE CORNER POST AND 1 FOOT
 GA2050'EAST OF A WIRE
 GA2050'FENCE.
 GA2050'
 GA2050'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WALKER 1961, SET IN A
 GA2050'SQUARE CONCRETE
 GA2050'MONUMENT WHICH IS FLUSH.  IT IS 43 FEET SOUTHWEST OF THE
 GA2050'CENTER OF A DRIVEWAY, 16
 GA2050'FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GA2050'66, 2.6 FEET WEST OF A POWERLINE POLE AND
 GA2050'2.0 FEET NORTHEAST OF A
 GA2050'WITNESS POST AND SIGN.
 GA2050'
 GA2050'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GA2050
 GA2050                          STATION RECOVERY (1961)
 GA2050
 GA2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2050'7.8 MI NW FROM WHITE PINE.
 GA2050'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2050'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2050'4.0 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE INTERSECTION
 GA2050'OF A PAVED ROAD, THEN GO 0.5 MILE NORTHWEST ON THE PAVED ROAD TO
 GA2050'THE JUNCTION OF STATE HIGHWAY 66, THEN GO 0.95 MILE SOUTHWEST ON
 GA2050'STATE HIGHWAY 66 TO EBENEZER CHURCH ROAD ON THE LEFT AT SIGN,
 GA2050'(EBENEZER METHODIST CHURCH), THEN GO 0.15 MILE SOUTH ON A GRAVELED
 GA2050'ROAD PASSING ALONG THE EASTERN SIDE OF THE CHURCH TO A SIDE ROAD
 GA2050'ON THE LEFT AT CEMETERY, TURN LEFT AND GO ALONG THE NORTHERN SIDE
 GA2050'OF THE CEMETERY FOR 0.05 MILE, TURN RIGHT ALONG THE EASTERN SIDE
 GA2050'OF CEMETERY AND GO 0.2 MILE TO THE HIGHEST PART OF A HILL AND
 GA2050'STATION.  THE STATION MARK IS 156 FT. NORTHEAST OF A BARN, 90
 GA2050'FT. EAST OF A NORTH-SOUTH WIRE FENCE, 14 FT. NORTHWEST OF A WIRE
 GA2050'FENCE AND 2.3 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET
 GA2050'IN TOP OF A CONCRETE POST WHICH IS 1 FT. BELOW THE SURFACE OF THE
 GA2050'GROUND.  NOTE-- THIS STATION IS 0.6 MILE NORTHEAST ALONG
 GA2050'INTERSTATE HIGHWAY 81 FROM BENCH MARK E 239.
 GA2050
 GA2050                          STATION RECOVERY (1980)
 GA2050
 GA2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2050'THE MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GA2050'WITH THE BELOW.
 GA2050'
 GA2050'THE STATION MARK IS 26 FEET NORTHWEST OF THE NORTH RIGHT-OF-WAY
 GA2050'FENCE LINE OF INTERSTATE HIGHWAY 81, 13 FEET NORTHWEST OF A FENCE,
 GA2050'2 FEET NORTHWEST OF A METAL WITNESS POST, 77 FEET EAST OF A 20 INCH
 GA2050'CEDAR TREE AND 90 FEET EAST OF A FENCE CORNER.
 GA2050'
 GA2050'REFERENCE MARK 1 IS 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND
 GA2050'1 FOOT WEST OF A METAL WITNESS POST.
 GA2050'
 GA2050'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET
 GA2050'EAST OF FENCE, 25 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 40 FEET
 GA2050'NORTHWEST OF THE 20 INCH CEDAR TREE.
 GA2050'
 GA2050'THE AZIMUTH MARK IS 3 FEET WEST OF POWER POLE NO 1007-56 AND 1
 GA2050'FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2253 ***********************************************************************
 FE2253  DESIGNATION -  WALKER
 FE2253  PID         -  FE2253
 FE2253  STATE/COUNTY-  TN/HARDIN
 FE2253  USGS QUAD   -  SAVANNAH (1991)
 FE2253
 FE2253                         *CURRENT SURVEY CONTROL
 FE2253  ___________________________________________________________________
 FE2253* NAD 83(1995)-  35 10 29.88543(N)    088 14 59.94861(W)     ADJUSTED  
 FE2253* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 FE2253  ___________________________________________________________________
 FE2253  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FE2253  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2253
 FE2253  HORZ ORDER  -  SECOND
 FE2253
 FE2253.The horizontal coordinates were established by classical geodetic methods
 FE2253.and adjusted by the National Geodetic Survey in April 1999..
 FE2253
 FE2253.The orthometric height was scaled from a topographic map.
 FE2253
 FE2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2253
 FE2253.The geoid height was determined by GEOID03.
 FE2253
 FE2253;                    North         East     Units Scale Factor Converg.
 FE2253;SPC TN       -    95,736.054   395,056.265   MT  1.00001409   -1 19 02.0
 FE2253;SPC TN       -   314,094.04  1,296,113.76   sFT  1.00001409   -1 19 02.0
 FE2253;UTM  16      - 3,893,161.973   386,177.005   MT  0.99975967   -0 43 12.6
 FE2253
 FE2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2253!SPC TN       -   0.99997434  x   1.00001409  =   0.99998843
 FE2253!UTM  16      -   0.99997434  x   0.99975967  =   0.99973402
 FE2253
 FE2253:                Primary Azimuth Mark                     Grid Az
 FE2253:SPC TN       -  WALKER AZ MK                             033 33 04.2
 FE2253:UTM  16      -  WALKER AZ MK                             032 57 14.8
 FE2253
 FE2253|---------------------------------------------------------------------|
 FE2253| PID    Reference Object                     Distance      Geod. Az  |
 FE2253|                                                           dddmmss.s |
 FE2253| CG5299 WALKER AZ MK                                       0321402.2 |
 FE2253| CG5300 WALKER RM 1                           4.788 METERS 09844     |
 FE2253| CG5301 WALKER RM 2                          26.725 METERS 19253     |
 FE2253| FE0249 CRUMP                               APPROX. 7.8 KM 2791042.2 |
 FE2253| FE2257 SAVENNAH CTHSE CUPOLA               APPROX. 5.5 KM 3593045.0 |
 FE2253|---------------------------------------------------------------------|
 FE2253
 FE2253                          SUPERSEDED SURVEY CONTROL
 FE2253
 FE2253  NAD 83(1995)-  35 10 29.88848(N)    088 14 59.94876(W) AD(       ) 2
 FE2253  NAD 83(1995)-  35 10 29.88906(N)    088 14 59.94836(W) AD(       ) 2
 FE2253  NAD 83(1995)-  35 10 29.89297(N)    088 14 59.94935(W) AD(       ) 2
 FE2253  NAD 83(1986)-  35 10 29.89452(N)    088 14 59.94843(W) AD(       ) 2
 FE2253  NAD 27      -  35 10 29.59700(N)    088 14 59.81500(W) AD(       ) 2
 FE2253
 FE2253.Superseded values are not recommended for survey control.
 FE2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2253.See file dsdata.txt to determine how the superseded data were derived.
 FE2253
 FE2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8617793162(NAD 83)
 FE2253_MARKER: DS = TRIANGULATION STATION DISK
 FE2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2253
 FE2253  HISTORY     - Date     Condition        Report By
 FE2253  HISTORY     - 1934     MONUMENTED       CGS
 FE2253  HISTORY     - 1949     GOOD             TVA
 FE2253  HISTORY     - 1962     GOOD             CGS
 FE2253  HISTORY     - 1972     GOOD             TVA
 FE2253  HISTORY     - 1976     GOOD             NGS
 FE2253
 FE2253                          STATION DESCRIPTION
 FE2253
 FE2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2253'ABOUT 1 MILE SOUTH-SOUTHWEST OF WALKER COMMUNITY, 3 MILES SOUTH OF
 FE2253'SAVANNAH, ON PROPERTY OF I.C. WALKER, IN SMALL CLEARED FIELD
 FE2253'ON TOP OF HIGH WOODED KNOB ON NORTHWEST END OF RIDGE, 13 YARDS
 FE2253'SOUTHWEST OF 20-INCH TRIANGLE-BLAZED TREE, AND 13 YARDS
 FE2253'EAST-NORTHEAST OF TRIPLE-HICKORY TREE. TO REACH FROM COURTHOUSE IN
 FE2253'SAVANNAH, GO EAST 0.2 MILE ON STATE ROUTE 64, TURN SOUTH ONTO
 FE2253'GRAVEL ROAD (HAMBURG ROAD) AND GO 3.5 MILES BY WAY OF WALKER
 FE2253'COMMUNITY, TURN RIGHT INTO YARD OF G.A. BARKER, AND GO WEST
 FE2253'ABOUT 1/4 MILE FROM HIS HOUSE TO STATION SITE. SURFACE AND
 FE2253'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2253'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2253'DISKS IN CONCRETE. 1 IS IN NORTHEAST CORNER OF
 FE2253'CLEARING, 6 YARDS WEST OF 8-INCH PINE TREE, 8 YARDS
 FE2253'SOUTH-SOUTHWEST OF 16-INCH OAK TREE, AND 157.08 FEET FROM STATION
 FE2253'S 81 DEG 16 MIN E.  NO. 2 IS 8 YARDS NORTH-NORTHWEST
 FE2253'OF 8-INCH PINE TREE, 15 YARDS EAST-NORTHEAST OF 12-INCH OAK TREE, AND
 FE2253'87.68 FEET FROM STATION S 12 DEG 53 MIN W.  AZIMUTH
 FE2253'MARK IS 6 YARDS EAST OF CENTER LINE OF ROAD, 5 YARDS SOUTH OF DOUBLE
 FE2253'14-INCH LOCUST TREE, ABOUT 75 YARDS NORTH OF CHURCH, AND 0.75
 FE2253'MILE FROM STATION N 32 DEG 14 MIN E.  REAR GABLE OF
 FE2253'CHURCH NEAR AZIMUTH MARK IS 0.75 MILE FROM STATION,
 FE2253'N 36 DEG 34 MIN E.
 FE2253
 FE2253                          STATION RECOVERY (1949)
 FE2253
 FE2253'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2253'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 3.5 MILES S OF
 FE2253'SAVANNAH. THE DISK IS STAMPED WALKER 1934.
 FE2253'
 FE2253'A STEEL POST IS SET 2 FEET N OF THE MARK.
 FE2253'
 FE2253'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FE2253'
 FE2253'AZIMUTH MARK WAS NOT FOUND.
 FE2253
 FE2253                          STATION RECOVERY (1962)
 FE2253
 FE2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2253'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FE2253'RECOVERED AND FOUND IN GOOD CONDIITON. A COMPLETE AND THOROUGH
 FE2253'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND, AND
 FE2253'IS THOUGHT DESTROYED DURING CONSTRUCTION OF STATE ROUTE
 FE2253'128. A NEW SCHOOL HAS BEEN BUILT NEAR THE ORIGINAL SITE OF THE MARK
 FE2253'AND NONE OF THE OLD REFERENCE POINTS NOW EXIST. A NEW
 FE2253'AZIMUTH MARK WAS NOT ESTABLISHED AS THE HARDIN COUNTY COURTHOUSE
 FE2253'CUPOLA IN SAVANNAH, ABOUT 3-1/2 MILES NORTH, WILL SERVE AS AN
 FE2253'AZIMUTH MARK. THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 FE2253'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2253'
 FE2253'THE STATION IS ON THE PROPERTY OF MRS. ANNIE WALKER, IN A HEAVILY
 FE2253'WOODED AREA AND ON TOP OF A KNOLL KNOWN LOCALLY AS BILLY GOAT
 FE2253'BLUFF, ABOUT 3-1/2 MILES SOUTH OF SAVANNAH AND 1 MILE SOUTH-SOUTHWEST
 FE2253'OF THE SMALL COMMUNITY OF WALKER.
 FE2253'
 FE2253'TO REACH FROM THE NORTHEAST CORNER OF THE HARDIN COUNTY COURTHOUSE
 FE2253'SQUARE IN SAVANNAH, GO EAST ON U. S. HIGHWAY 64 FOR 0.2 MILE
 FE2253'TO THE TRAFFIC LIGHT AT THE JUNCTION WITH STATE ROUTE 128. HERE TURN
 FE2253'RIGHT, SOUTH, ON STATE ROUTE 128 AND GO 3.75 MILES TO THREE
 FE2253'HOUSES ON THE RIGHT, TURN RIGHT BETWEEN THE MOST NORTHERLY AND THE
 FE2253'MOST SOUTHERLY OF THESE THREE HOUSES AND GO WEST ABOUT 100
 FE2253'YARDS TO THE CENTER HOUSE AND END OF TRUCK TRAVEL. FROM THIS POINT,
 FE2253'PACK WESTERLY ACROSS PASTURE ON PROPERTY OF GEORGE MERRIL
 FE2253'BARKER, STAYING JUST SOUTH OF A FENCE SEPARATING THE WALKER
 FE2253'AND BAKER PROPERTIES AND GO ABOUT 0.1 MILE TO A NORTHWEST FENCE
 FE2253'CORNER, CROSS FENCE AND CONTINUE WESTERLY, UPHILL, THROUGH
 FE2253'WOODS FOR ABOUT 0.1 MILE TO AN OLD ROAD AND PATH AT THE TOP OF THE
 FE2253'RIDGE, HERE BEAR RIGHT ALONG THE TOP OF THE RIDGE TO THE
 FE2253'NORTHWEST FOR ABOUT 0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 FE2253'
 FE2253'THE STATION IS 25 FEET SOUTH OF A 10-INCH HICKORY TREE, 17 FEET NORTH
 FE2253'OF THE APPROXIMATE CENTER OF THE PATH, 10 FEET WEST OF AN
 FE2253'8-INCH POST OAK TREE, AND 1.1 FEET SOUTH OF A METAL WITNESS POST AND
 FE2253'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2253'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 FE2253'STAMPED WALKER 1934.
 FE2253'
 FE2253'REFERENCE MARK NO. 1 IS IN THE WOODS EAST OF THE STATION, 28 FEET
 FE2253'EAST OF A 10-INCH, TWIN TRUNKED POST OAK TREE, 15 FEET EAST
 FE2253'OF THE POINT WHERE THE PATH TURNS WEST, AND 6 FEET SOUTHEAST OF AN
 FE2253'8-INCH PINE TREE. IT IS A STANDARD DISK SET IN THE TOP
 FE2253'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND THE
 FE2253'DISK IS STAMPED WALKER NO 1 1934.
 FE2253'
 FE2253'REFERENCE MARK NO. 2 IS IN THE WOODS ON THE SOUTHWEST SLOPE OF THE
 FE2253'HILL, 9 FEET WEST OF A 10-INCH PINE TREE AND 6 FEET WEST OF A
 FE2253'10-INCH, TWIN TRUNKED CEDAR TREE. IT IS A STANDARD DISK SET IN THE
 FE2253'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2253'PROJECTS 9 INCHES AND THE DISK IS STAMPED WALKER NO 2 1934.
 FE2253
 FE2253                          STATION RECOVERY (1972)
 FE2253
 FE2253'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JOG)
 FE2253'CONDITION OF POINT WHEN FOUND GOOD.
 FE2253'
 FE2253'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WALKER STATION
 FE2253'MARK.
 FE2253'
 FE2253'DESCRIPTIONS ARE GOOD IN BULLETIN.
 FE2253'
 FE2253'SMALL CLEARED FIELD HAS SMALL TREES.
 FE2253'
 FE2253'WALKER AZ MK-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE2253'
 FE2253'BELIEVE DESTROYED BY WIDENING OF HWY.
 FE2253'
 FE2253'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTH OF
 FE2253'SAVANNAH.
 FE2253
 FE2253                          STATION RECOVERY (1976)
 FE2253
 FE2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2253'NOT OCCUPIED.
 FE2253'
 FE2253'THE STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 FE2253'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 FE2253'BY ROAD WORK.  THE STATION SITE IS SURROUNDED BY TREES AND THERE IS
 FE2253'NO SITE AVAILABLE TO SET A NEW AZIMUTH MARK FROM NOR ANY OBJECT TO
 FE2253'USE.  A COMPLETE DESCRIPTION FOLLOWS--
 FE2253'
 FE2253'THE STATION IS LOCATED NEAR THE NORTHWEST END OF A RIDGE, ON THE
 FE2253'PROPERTY OF THE WALKER HEIRS, 5 FEET NORTH OF A 6 INCH CEDAR TREE,
 FE2253'10 FEET NORTHWEST OF A 12 INCH OAK TREE, 31 FEET SOUTHWEST OF A 14
 FE2253'INCH OAK TREE, 16 FEET NORTHEAST OF LOGGING ROAD AND 27 FEET EAST
 FE2253'OF A 10 INCH PINE TREE.  THE MONUMENT PROJECTS 10 INCHES AND THE
 FE2253'DISK IS STAMPED WALKER 1934.
 FE2253'
 FE2253'TO REACH THE STATION FROM THE WALKER ELEMENTARY SCHOOL AT WALKER, GO
 FE2253'SOUTH ON STATE HIGHWAY 128 FOR 0.6 MILE TO A DRIVEWAY RIGHT.  TURN
 FE2253'RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO A BRICK HOUSE.
 FE2253'FROM THIS POINT CROSS FENCE AT REAR OF HOUSE AND WALK WESTERLY
 FE2253'ACROSS PASTURE FOR ABOUT 0.1 MILE TO THE NORTHWEST CORNER OF
 FE2253'SAME.  CROSS FENCE AND CONTINUE WEST FOR ABOUT 0.05 MILE TO TOP OF
 FE2253'RIDGE AND LOGGING ROAD.  TURN RIGHT AND GO NORTHERLY FOR ABOUT
 FE2253'150 FEET TO A FORK IN THE ROAD AND REFERENCE MARK 1 ON THE RIGHT.
 FE2253'TAKE THE LEFT FORK AND GO ABOUT 150 FEET TO THE STATION ON THE
 FE2253'RIGHT.
 FE2253'
 FE2253'REFERENCE MARK 1 IS 15 FEET EAST OF THE CENTERLINE OF ROAD AND 20
 FE2253'FEET SOUTHEAST OF A 6 INCH CEDAR TREE.  THE MONUMENT PROJECTS 6
 FE2253'INCHES AND THE DISK IS STAMPED WALKER NO 1 1934.
 FE2253'
 FE2253'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF A 8 INCH PINE TREE, 6 FEET
 FE2253'WEST OF A 10 INCH CEDAR TREE AND 7 FEET SOUTH OF A 10 INCH OAK TREE.
 FE2253'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED WALKER NO 2
 FE2253'1934.
 FE2253'
 FE2253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 FE2253'SOUTHWEST OF WALKER.
 FE2253'
 FE2253'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2052 ***********************************************************************
 GA2052  DESIGNATION -  WALKER AZ MK
 GA2052  PID         -  GA2052
 GA2052  STATE/COUNTY-  TN/JEFFERSON
 GA2052  USGS QUAD   -  WHITE PINE (1961)
 GA2052
 GA2052                         *CURRENT SURVEY CONTROL
 GA2052  ___________________________________________________________________
 GA2052* NAD 83(1986)-  36 06 15.     (N)    083 20 50.     (W)     SCALED    
 GA2052* NAVD 88     -       367.624  (meters)    1206.11   (feet)  ADJUSTED  
 GA2052  ___________________________________________________________________
 GA2052  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA2052  DYNAMIC HT  -         367.282 (meters)    1204.99  (feet)  COMP
 GA2052  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 GA2052
 GA2052  VERT ORDER  -  SECOND    CLASS 0
 GA2052
 GA2052.The horizontal coordinates were scaled from a topographic map and have
 GA2052.an estimated accuracy of +/- 6 seconds.
 GA2052
 GA2052.The orthometric height was determined by differential leveling
 GA2052.and adjusted by the National Geodetic Survey in June 1991..
 GA2052
 GA2052.The geoid height was determined by GEOID03.
 GA2052
 GA2052.The dynamic height is computed by dividing the NAVD 88
 GA2052.geopotential number by the normal gravity value computed on the
 GA2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2052.degrees latitude (g = 980.6199 gals.).
 GA2052
 GA2052.The modeled gravity was interpolated from observed gravity values.
 GA2052
 GA2052;                    North         East    Units  Estimated Accuracy
 GA2052;SPC TN       -   199,710.      838,830.      MT  (+/- 180 meters Scaled)
 GA2052
 GA2052                          SUPERSEDED SURVEY CONTROL
 GA2052
 GA2052  NGVD 29 (??/??/92)  367.774  (m)         1206.61   (f) ADJ UNCH    2 0
 GA2052
 GA2052.Superseded values are not recommended for survey control.
 GA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2052.See file dsdata.txt to determine how the superseded data were derived.
 GA2052
 GA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV887980(NAD 83)
 GA2052_MARKER: DZ = AZIMUTH MARK DISK
 GA2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2052_STAMPING: WALKER 1961
 GA2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2052+STABILITY: SURFACE MOTION
 GA2052
 GA2052  HISTORY     - Date     Condition        Report By
 GA2052  HISTORY     - 1961     MONUMENTED       CGS
 GA2052
 GA2052                          STATION DESCRIPTION
 GA2052
 GA2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2052'7.1 MI NW FROM WHITE PINE.
 GA2052'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2052'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2052'4.0 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE INTERSECTION
 GA2052'OF A PAVED ROAD, THEN GO 0.5 MILES NORTHWEST ON THE PAVED ROAD
 GA2052'TO THE JUNCTION OF STATE HIGHWAY 66, THEN GO 0.8 MILE SOUTHWEST
 GA2052'ON STATE HIGHWAY 66 TO A SHARP CURVE AND A DRIVEWAY.  THE AZIMUTH
 GA2052'MARK IS 43 FT. SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 16 FT.
 GA2052'SOUTH OF THE CENTER OF STATE HIGHWAY 66, 2.6 FT. WEST OF A POWER
 GA2052'LINE POLE AND 2.0 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK
 GA2052'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2389 ***********************************************************************
 GB2389  DESIGNATION -  WALKER RESET
 GB2389  PID         -  GB2389
 GB2389  STATE/COUNTY-  TN/PUTNAM
 GB2389  USGS QUAD   -  MONTEREY (1981)
 GB2389
 GB2389                         *CURRENT SURVEY CONTROL
 GB2389  ___________________________________________________________________
 GB2389* NAD 83(1995)-  36 10 26.50556(N)    085 20 36.89690(W)     ADJUSTED  
 GB2389* NAVD 88     -       607.9    (meters)    1994.     (feet)  VERTCON   
 GB2389  ___________________________________________________________________
 GB2389  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 GB2389  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB2389
 GB2389  HORZ ORDER  -  FIRST
 GB2389
 GB2389.The horizontal coordinates were established by classical geodetic methods
 GB2389.and adjusted by the National Geodetic Survey in April 1999..
 GB2389
 GB2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2389
 GB2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2389
 GB2389.The geoid height was determined by GEOID03.
 GB2389
 GB2389;                    North         East     Units Scale Factor Converg.
 GB2389;SPC TN       -   204,423.080   659,052.263   MT  0.99996595   +0 23 03.5
 GB2389;SPC TN       -   670,678.05  2,162,240.63   sFT  0.99996595   +0 23 03.5
 GB2389;UTM  16      - 4,004,522.304   648,966.631   MT  0.99987343   +0 58 40.3
 GB2389
 GB2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2389!SPC TN       -   0.99990921  x   0.99996595  =   0.99987516
 GB2389!UTM  16      -   0.99990921  x   0.99987343  =   0.99978265
 GB2389
 GB2389|---------------------------------------------------------------------|
 GB2389| PID    Reference Object                     Distance      Geod. Az  |
 GB2389|                                                           dddmmss.s |
 GB2389| CG7731 WALKER RM 1                          25.586 METERS 00233     |
 GB2389| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 7.5 KM 1130352.9 |
 GB2389| CG7729 WALKER AZ MK                                       1131009.0 |
 GB2389| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 7.0 KM 1391844.3 |
 GB2389| CG7732 WALKER RM 2                          23.226 METERS 25413     |
 GB2389| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX.13.6 KM 2625725.0 |
 GB2389| CG7730 WALKER AZ MK 2                                     3354502.9 |
 GB2389|---------------------------------------------------------------------|
 GB2389
 GB2389                          SUPERSEDED SURVEY CONTROL
 GB2389
 GB2389  NAD 83(1995)-  36 10 26.50836(N)    085 20 36.89882(W) AD(       ) 1
 GB2389  NAD 83(1995)-  36 10 26.51191(N)    085 20 36.90002(W) AD(       ) 1
 GB2389  NAD 83(1986)-  36 10 26.51831(N)    085 20 36.89897(W) AD(       ) 1
 GB2389  NAD 27      -  36 10 26.29300(N)    085 20 36.98800(W) AD(       ) 1
 GB2389  NGVD 29 (07/19/86)  607.9    (m)         1994.     (f) VERT ANG       
 GB2389
 GB2389.Superseded values are not recommended for survey control.
 GB2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2389.See file dsdata.txt to determine how the superseded data were derived.
 GB2389
 GB2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4896704522(NAD 83)
 GB2389_MARKER: X = CHISELED CROSS
 GB2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2389
 GB2389  HISTORY     - Date     Condition        Report By
 GB2389  HISTORY     - 1882     MONUMENTED       USGS
 GB2389  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GB2389  HISTORY     - 1935     GOOD             CGS
 GB2389  HISTORY     - 1949     GOOD             CGS
 GB2389  HISTORY     - 1960     GOOD             CGS
 GB2389  HISTORY     - 1966     GOOD             CGS
 GB2389
 GB2389                          STATION DESCRIPTION
 GB2389
 GB2389'DESCRIBED BY US GEOLOGICAL SURVEY 1882 (AHB)
 GB2389'STATION IS ABOUT 9 MILES A LITTLE N OF E OF COOKEVILLE, ABOUT 4-3/4
 GB2389'MILES WNW OF MONTEREY, ON SPUR RIDGE OF
 GB2389'CUMBERLAND
 GB2389'PLATEAU THAT LIES TO N OF FALLING
 GB2389'WATER RIVER, AND ON LAND OWNED (IN 1882) BY SANFORD STAMPS, WHO LIVED
 GB2389'IN VALLEY ABOUT 1 MILE NE OF STATION.  TO REACH FROM SINCLAIR
 GB2389'SERVICE STATION IS ALGOOD, GO S 1 BLOCK ON ROUTE 42, TURN LEFT AND
 GB2389'KEEP STRAIGHT ON THIS STREET 0.5 MILE, JUST BEFORE REACHING
 GB2389'SAWMILL, TURN RIGHT AND FOLLOW MAIN GRAVEL ROAD (OLD MONTEREY
 GB2389'ROAD) 4.05 MILES TO BROTHERTON SCHOOL ON LEFT CROSSROAD, KEEP
 GB2389'STRAIGHT AHEAD 0.35 MILE TO FORK AT BROTHERTON RAILROAD STATION,
 GB2389'TURN RIGHT, GO 2.35 MILES (OR 0.65 MILE BEYOND RAILROAD CROSSING) TO
 GB2389'T-ROAD WITH TELEPHONE LINE LEADING RIGHT AT SHARP LEFT CURVE IN
 GB2389'ROAD, TURN RIGHT ON TO T-ROAD AND FOLLOW 0.35 MILE TO FORK (JUST
 GB2389'AFTER PASSING ABANDONED HOUSE ON RIGHT), TURN RIGHT ON TO ROAD
 GB2389'LEADING AROUND RIGHT SIDE OF HILL AHEAD AND GO 0.2 MILE TO
 GB2389'TRIANGLE-BLAZED TREE ON LEFT AT TOP OF GRADE (END OF TRUCK
 GB2389'TRAVEL), TURN LEFT ON TO DIM WAGON ROAD UP HILL AND GO 200 YARDS TO
 GB2389'SUMMIT AND STATION SITE.  SURFACE MARK IS INTERSECTION OF N-S AND
 GB2389'E-W GROOVES SURROUNDED BY LETTERS U.S.G.S. CUT IN TOP OF STONE POST,
 GB2389'8 INCHES SQUARE AND 2-1/4 FEET LONG, PROJECTING 2 INCHES ABOVE
 GB2389'SURFACE OF GROUND.  UNDERGROUND MARK IS CENTER OF MOUTH OF SMALL
 GB2389'STONE JUG, 10 INCHES LONG AND 4 INCHES IN DIAMETER WITH TOP 3 FEET
 GB2389'BELOW TOP OF SURFACE MARK.
 GB2389
 GB2389                          STATION RECOVERY (1934)
 GB2389
 GB2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GB2389'IN 1934 STANDARD STATION DISK WAS SET IN
 GB2389'CENTER OF SURFACE MARK, AND TWO STANDARD REFERENCE DISKS WERE SET IN
 GB2389'CONCRETE CYLINDERS.  NO. 1 IS 12 FEET E OF TRIANGLE-BLAZED OAK AND
 GB2389'25.76 METERS (84.5 FEET) FROM STATION.  NO.2 IS 5
 GB2389'FEET S OF TRIANGLE-BLAZED OAK AND 23.42 METERS (76.8 FEET) FROM
 GB2389'STATION.
 GB2389
 GB2389                          STATION RECOVERY (1935)
 GB2389
 GB2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2389'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SPUR RIDGE OF THE
 GB2389'CUMBERLAND PLATEAU, WHICH LIES N OF FALLING WATER RIVER, ABOUT 9
 GB2389'MILES N OF E OF COOKEVILLE, AND ABOUT 4.75 MILES WNW OF MONTEREY, ON
 GB2389'THE PROPERTY OF THE SANFORD STAMP HEIRS.  A STANDARD DISK WAS SET
 GB2389'IN THE OLD STONE POST MARKING THE STATION IN 1934 AND WAS STAMPED
 GB2389'1934.  TWO REFERENCE MARKS WERE SET IN 1934 AND CUT IN BY DISTANCE
 GB2389'AND MAGNETIC DIRECTION.
 GB2389'
 GB2389'TO REACH THE STATION FROM THE POST OFFICE IN ALGOOD, GO E ABOUT 1/2
 GB2389'BLOCK AND TURN RIGHT (S), GO 1 BLOCK AND TURN LEFT, GO E ALONG THIS
 GB2389'STREET 0.2 MILE AND TURN RIGHT ON GRAVEL ROAD (OLD MONTEREY ROAD)
 GB2389'JUST BEFORE REACHING A SAWMILL.  FOLLOW THIS MAIN GRAVEL ROAD
 GB2389'4.05 MILES TO BROTHERTON SCHOOL, KEEP STRAIGHT AHEAD FOR 0.35 MILE TO
 GB2389'FORK, TAKE RIGHT FORK (RIGHT SIDE OF RAILROAD) AND CONTINUE 2.35
 GB2389'MILES (0.65 MILE BEYOND RAILROAD CROSSING OR 0.05 MILE BEYOND
 GB2389'CEMETERY ON THE LEFT), AND TURN SHARP RIGHT AT T-ROAD.  GO 0.35
 GB2389'MILE AND TURN RIGHT AT FORKS (JUST AFTER PASSING OLD ABANDONED
 GB2389'HOUSE ON THE RIGHT).  GO 0.2 MILE TO TRIANGLE-BLAZED TREE ON THE LEFT
 GB2389'AT THE TOP OF GRADE (END OF TRUCK TRAVEL).  TURN LEFT ON TO DIM
 GB2389'WAGON ROAD AND FOLLOW ABOUT 200 YARDS TO THE SUMMIT OF THE HILL AND
 GB2389'THE STATION SITE.
 GB2389'
 GB2389'REFERENCE MARKS WERE MEASURED AND TIED IN TO THE MAIN SCHEME AS
 GB2389'NOTED.
 GB2389'
 GB2389'REFERENCE MARK NO. 1 IS N OF THE STATION ALONG THE TOP OF THE RIDGE,
 GB2389'12 FEET E OF A TRIANGLE-BLAZED OAK, ABOUT 8 INCHES IN DIAMETER.
 GB2389'
 GB2389'REFERENCE MARK NO. 2 IS WSW OF THE STATION ON THE W SLOPE OF THE
 GB2389'HILL, ABOUT 4-1/2 FEET LOWER THAN THE STATION.
 GB2389'
 GB2389'DISCREPANCIES IN THE DISTANCES TO THE REFERENCE MARKS WERE FOUND AS
 GB2389'FOLLOWS-
 GB2389'
 GB2389'ORIGINAL MEASUREMENT R.M.NO. 1 84.5 FEET, NEW MEASUREMENT (HOR). 84.10
 GB2389'FEET.
 GB2389'
 GB2389'ORIGINAL MEASUREMENT R.M.NO. 2 76.8 FEET, NEW MEASUREMENT (HOR). 76.17
 GB2389'FEET.
 GB2389'
 GB2389'(ALL THE MARKS WERE IN GOOD CONDITION.)
 GB2389'
 GB2389'NOTE-SLIGHT CLEARING WILL BE NECESSARY TO CLEAR LINE TO THE AZIMUTH
 GB2389'MARK.
 GB2389'
 GB2389'A 64-FOOT TOWER REQUIRED.
 GB2389
 GB2389                          STATION RECOVERY (1949)
 GB2389
 GB2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2389'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2389'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK.
 GB2389'THE DISTANCE TO REFERENCE MARKS NO. 1 AND NO. 2 FAILED TO CHECK.  AN
 GB2389'AZIMUTH MARK WAS SET BY THIS PARTY.  THE OLD DESCRIPTION IS
 GB2389'ADEQUATE.
 GB2389'
 GB2389'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 35 FEET
 GB2389'NORTHEAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 2
 GB2389'INCHES AND THE DISK IS STAMPED WALKER 1949.
 GB2389'
 GB2389'TO REACH THE AZIMUTH MARK FROM THE (END OF TRUCK TRAVEL), GO NORTH ON
 GB2389'DIM ROAD FOR 0.2 MILE TO A T-ROAD INTERSECTION, TURN LEFT ON
 GB2389'GRAVEL ROAD AND GO NORTHWEST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 GB2389'RIGHT.
 GB2389'
 GB2389'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2389
 GB2389                          STATION RECOVERY (1960)
 GB2389
 GB2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2389'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 GB2389'DIFFERANCE WAS NOTED IN THE DISTANCE TO THE REFERENCE MARKS AND
 GB2389'WAS DOUBLE CHECKED IN THE FIELD.  THE OLD DESCRIPTION IS ADEQUATE.
 GB2389
 GB2389                          STATION RECOVERY (1966)
 GB2389
 GB2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2389'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1949
 GB2389'RECOVERY NOTE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2051 ***********************************************************************
 GA2051  DESIGNATION -  WALKER RM 1
 GA2051  PID         -  GA2051
 GA2051  STATE/COUNTY-  TN/JEFFERSON
 GA2051  USGS QUAD   -  WHITE PINE (1961)
 GA2051
 GA2051                         *CURRENT SURVEY CONTROL
 GA2051  ___________________________________________________________________
 GA2051* NAD 83(1986)-  36 05 52.     (N)    083 20 53.     (W)     SCALED    
 GA2051* NAVD 88     -       389.042  (meters)    1276.38   (feet)  ADJUSTED  
 GA2051  ___________________________________________________________________
 GA2051  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2051  DYNAMIC HT  -         388.680 (meters)    1275.19  (feet)  COMP
 GA2051  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA2051
 GA2051  VERT ORDER  -  SECOND    CLASS 0
 GA2051
 GA2051.The horizontal coordinates were scaled from a topographic map and have
 GA2051.an estimated accuracy of +/- 6 seconds.
 GA2051
 GA2051.The orthometric height was determined by differential leveling
 GA2051.and adjusted by the National Geodetic Survey in June 1991..
 GA2051
 GA2051.The geoid height was determined by GEOID03.
 GA2051
 GA2051.The dynamic height is computed by dividing the NAVD 88
 GA2051.geopotential number by the normal gravity value computed on the
 GA2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2051.degrees latitude (g = 980.6199 gals.).
 GA2051
 GA2051.The modeled gravity was interpolated from observed gravity values.
 GA2051
 GA2051;                    North         East    Units  Estimated Accuracy
 GA2051;SPC TN       -   199,000.      838,780.      MT  (+/- 180 meters Scaled)
 GA2051
 GA2051                          SUPERSEDED SURVEY CONTROL
 GA2051
 GA2051  NGVD 29 (??/??/92)  389.192  (m)         1276.87   (f) ADJ UNCH    2 0
 GA2051
 GA2051.Superseded values are not recommended for survey control.
 GA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2051.See file dsdata.txt to determine how the superseded data were derived.
 GA2051
 GA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV886973(NAD 83)
 GA2051_MARKER: DR = REFERENCE MARK DISK
 GA2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2051_STAMPING: WALKER NO 1 1961
 GA2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2051+STABILITY: SURFACE MOTION
 GA2051
 GA2051  HISTORY     - Date     Condition        Report By
 GA2051  HISTORY     - 1961     MONUMENTED       CGS
 GA2051  HISTORY     - 1980     GOOD             NGS
 GA2051
 GA2051                          STATION DESCRIPTION
 GA2051
 GA2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2051'7.8 MI NW FROM WHITE PINE.
 GA2051'THIS MARK IS LOCATED AT THE WALKER 1961 STATION SITE, 92 FT.
 GA2051'NORTHEAST OF THE STATION, 3 FT. NORTH OF A TREE STUMP, AND 1 FT.
 GA2051'NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2051'FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR WALKER.
 GA2051
 GA2051                          STATION RECOVERY (1980)
 GA2051
 GA2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2051'THE MARK IS 13 FEET NORTHWEST OF A WIRE FENCE,26 FEET NORTHWEST OF
 GA2051'THE NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 81, 2FEET
 GA2051'NORTHWEST OF A METAL WITNESS POST,77 FEET EAST OF A 20 INCH CEDAR
 GA2051'TREE AND 90 FEET EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2049 ***********************************************************************
 GA2049  DESIGNATION -  WALKER RM 2
 GA2049  PID         -  GA2049
 GA2049  STATE/COUNTY-  TN/JEFFERSON
 GA2049  USGS QUAD   -  WHITE PINE (1961)
 GA2049
 GA2049                         *CURRENT SURVEY CONTROL
 GA2049  ___________________________________________________________________
 GA2049* NAD 83(1986)-  36 05 52.     (N)    083 20 53.     (W)     SCALED    
 GA2049* NAVD 88     -       389.576  (meters)    1278.13   (feet)  ADJUSTED  
 GA2049  ___________________________________________________________________
 GA2049  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2049  DYNAMIC HT  -         389.213 (meters)    1276.94  (feet)  COMP
 GA2049  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA2049
 GA2049  VERT ORDER  -  SECOND    CLASS 0
 GA2049
 GA2049.The horizontal coordinates were scaled from a topographic map and have
 GA2049.an estimated accuracy of +/- 6 seconds.
 GA2049
 GA2049.The orthometric height was determined by differential leveling
 GA2049.and adjusted by the National Geodetic Survey in June 1991..
 GA2049
 GA2049.The geoid height was determined by GEOID03.
 GA2049
 GA2049.The dynamic height is computed by dividing the NAVD 88
 GA2049.geopotential number by the normal gravity value computed on the
 GA2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2049.degrees latitude (g = 980.6199 gals.).
 GA2049
 GA2049.The modeled gravity was interpolated from observed gravity values.
 GA2049
 GA2049;                    North         East    Units  Estimated Accuracy
 GA2049;SPC TN       -   199,000.      838,780.      MT  (+/- 180 meters Scaled)
 GA2049
 GA2049                          SUPERSEDED SURVEY CONTROL
 GA2049
 GA2049  NGVD 29 (??/??/92)  389.726  (m)         1278.63   (f) ADJ UNCH    2 0
 GA2049
 GA2049.Superseded values are not recommended for survey control.
 GA2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2049.See file dsdata.txt to determine how the superseded data were derived.
 GA2049
 GA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV886973(NAD 83)
 GA2049_MARKER: DR = REFERENCE MARK DISK
 GA2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2049_STAMPING: WALKER NO 2 1961
 GA2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2049+STABILITY: SURFACE MOTION
 GA2049
 GA2049  HISTORY     - Date     Condition        Report By
 GA2049  HISTORY     - 1961     MONUMENTED       CGS
 GA2049  HISTORY     - 1980     GOOD             NGS
 GA2049
 GA2049                          STATION DESCRIPTION
 GA2049
 GA2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2049'7.8 MI NW FROM WHITE PINE.
 GA2049'THIS MARK IS LOCATED AT THE WALKER 1961 STATION SITE, 90 FT.
 GA2049'SOUTHWEST OF THE STATION, 66 FT. NORTHEAST OF THE NORTHEAST CORNER
 GA2049'OF A BARN, 39 FT. WEST OF A 16-INCH CEDAR TREE, 38 FT. NORTHWEST
 GA2049'OF A FENCE CORNER POST AND 1 FT. EAST OF A WIRE FENCE.  THE DISK
 GA2049'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA2049'NOTE-- SEE DESCRIPTION FOR WALKER.
 GA2049
 GA2049                          STATION RECOVERY (1980)
 GA2049
 GA2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2049'THE MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST,2 FEET EAST OF A
 GA2049'FENCE,25 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 40 FEET NORTHWEST OF
 GA2049'A 20 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2603 ***********************************************************************
 GA2603  DESIGNATION -  WALL
 GA2603  PID         -  GA2603
 GA2603  STATE/COUNTY-  TN/CLAIBORNE
 GA2603  USGS QUAD   -  TAZEWELL (1971)
 GA2603
 GA2603                         *CURRENT SURVEY CONTROL
 GA2603  ___________________________________________________________________
 GA2603* NAD 83(1995)-  36 25 28.82568(N)    083 33 04.06323(W)     ADJUSTED  
 GA2603* NAVD 88     -       440.554  (meters)    1445.38   (feet)  ADJUSTED  
 GA2603  ___________________________________________________________________
 GA2603  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 GA2603  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2603  DYNAMIC HT  -         440.156 (meters)    1444.08  (feet)  COMP
 GA2603  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GA2603
 GA2603  HORZ ORDER  -  SECOND
 GA2603  VERT ORDER  -  SECOND    CLASS 0
 GA2603
 GA2603.The horizontal coordinates were established by classical geodetic methods
 GA2603.and adjusted by the National Geodetic Survey in April 1999..
 GA2603
 GA2603.The orthometric height was determined by differential leveling
 GA2603.and adjusted by the National Geodetic Survey in June 1991..
 GA2603
 GA2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2603
 GA2603.The geoid height was determined by GEOID03.
 GA2603
 GA2603.The dynamic height is computed by dividing the NAVD 88
 GA2603.geopotential number by the normal gravity value computed on the
 GA2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2603.degrees latitude (g = 980.6199 gals.).
 GA2603
 GA2603.The modeled gravity was interpolated from observed gravity values.
 GA2603
 GA2603;                    North         East     Units Scale Factor Converg.
 GA2603;SPC TN       -   234,784.615   819,586.793   MT  1.00000143   +1 26 01.2
 GA2603;SPC TN       -   770,289.19  2,688,927.67   sFT  1.00000143   +1 26 01.2
 GA2603;UTM  17      - 4,034,077.113   271,289.421   MT  1.00024452   -1 30 55.5
 GA2603
 GA2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2603!SPC TN       -   0.99993570  x   1.00000143  =   0.99993713
 GA2603!UTM  17      -   0.99993570  x   1.00024452  =   1.00018020
 GA2603
 GA2603|---------------------------------------------------------------------|
 GA2603| PID    Reference Object                     Distance      Geod. Az  |
 GA2603|                                                           dddmmss.s |
 GA2603| GA2604 WALL RM 1                            21.605 METERS 15446     |
 GA2603| GA2602 WALL RM 2                            29.531 METERS 30707     |
 GA2603| GA2601 WALL AZ MK                                         3103249.3 |
 GA2603|---------------------------------------------------------------------|
 GA2603
 GA2603                          SUPERSEDED SURVEY CONTROL
 GA2603
 GA2603  NAD 83(1995)-  36 25 28.82856(N)    083 33 04.06537(W) AD(       ) 2
 GA2603  NAD 83(1995)-  36 25 28.82732(N)    083 33 04.05704(W) AD(       ) 2
 GA2603  NAD 83(1995)-  36 25 28.83417(N)    083 33 04.06456(W) AD(       ) 2
 GA2603  NAD 83(1986)-  36 25 28.83609(N)    083 33 04.06414(W) AD(       ) 2
 GA2603  NAD 27      -  36 25 28.53364(N)    083 33 04.40576(W) AD(       ) 2
 GA2603  NGVD 29 (??/??/92)  440.668  (m)         1445.76   (f) ADJ UNCH    2 0
 GA2603
 GA2603.Superseded values are not recommended for survey control.
 GA2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2603.See file dsdata.txt to determine how the superseded data were derived.
 GA2603
 GA2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7128934077(NAD 83)
 GA2603_MARKER: DD = SURVEY DISK
 GA2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2603_STAMPING: WALL 1963
 GA2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2603+STABILITY: SURFACE MOTION
 GA2603
 GA2603  HISTORY     - Date     Condition        Report By
 GA2603  HISTORY     - 1963     MONUMENTED       TNHD
 GA2603  HISTORY     - 1963     GOOD             TNHD
 GA2603
 GA2603                          STATION DESCRIPTION
 GA2603
 GA2603'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2603'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF TAZEWELL.
 GA2603'
 GA2603'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA2603'ROUTE 33 IN TAZEWELL, GO
 GA2603'2.1 MILES SOUTH ON U.  S.  HIGHWAY 25E TO THE AZIMUTH
 GA2603'MARK ON THE RIGHT, CONTINUE
 GA2603'STRAIGHT AHEAD, SOUTH, FOR 0.2 MILE TO
 GA2603'THE STATION ON THE RIGHT.
 GA2603'
 GA2603'THE STATION IS 39 FEET SOUTH OF THE APPROXIMATE CENTER OF U. S.
 GA2603'HIGHWAY 25E, 17 FEET
 GA2603'NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, AND 17.1
 GA2603'FEET NORTH OF A WITNESS
 GA2603'POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2603'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2603'DISKS AND THE DISKS ARE STAMPED
 GA2603'WALL 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA2603'BELOW THE
 GA2603'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2603'CONCRETE MONUMENT.
 GA2603'
 GA2603'REFERENCE MARK NO.1 IS 87 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2603'U. S.  HIGHWAY 25E, 36
 GA2603'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GA2603'GRAVELED ROAD, AND 15 FEET
 GA2603'NORTHEAST OF AN 8-INCH OAK TREE.  IT IS A
 GA2603'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2603'SET IN A 10-INCH SQUARE,
 GA2603'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WALL RM-1
 GA2603'1963.
 GA2603'
 GA2603'REFERENCE MARK NO. 2 IS 23 FEET EAST OF A HIGHWAY SIGN, 19 FEET
 GA2603'SOUTHWEST OF THE
 GA2603'APPROXIMATE CENTER OF U.  S.  HIGHWAY 25E, AND 2 FEET SOUTHWEST
 GA2603'OF A SILVER PAINTED
 GA2603'GUARDRAIL.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2603'DEPARTMENT DISK SET IN A 10-INCH
 GA2603'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2603'THE DISK IS STAMPED WALL RM-2 1963.
 GA2603'
 GA2603'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE END OF A SILVER PAINTED
 GA2603'GUARDRAIL, 26 FEET
 GA2603'SOUTHWEST OF THE APPROXIMATE CENTER OF U.  S.  HIGHWAY 25E,
 GA2603'18 FEET NORTHEAST OF A
 GA2603'6-INCH HICKORY TREE, AND 2.3 FEET NORTHEAST OF
 GA2603'A WITNESS POST.  IT IS A STANDARD
 GA2603'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2603'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2603'AND THE DISK IS
 GA2603'STAMPED WALL AZI 1963.
 GA2603'
 GA2603'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2603
 GA2603                          STATION RECOVERY (1963)
 GA2603
 GA2603'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2603'2.5 MI S FROM TAZEWELL.
 GA2603'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2603'TAZEWELL, GO 2.3 MILES SOUTH ON U.S. HIGHWAY 25E TO THE STATION
 GA2603'ON THE RIGHT.  THE STATION IS 39 FEET SOUTH OF THE CENTERLINE OF
 GA2603'U.S. HIGHWAY 25E, 17 FEET NORTHWEST OF THE CENTERLINE OF A
 GA2603'GRAVELED ROAD, AND 17.1 FEET NORTH OF A WITNESS POST.  THE MARK IS
 GA2603'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GA2603'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2601 ***********************************************************************
 GA2601  DESIGNATION -  WALL AZ MK
 GA2601  PID         -  GA2601
 GA2601  STATE/COUNTY-  TN/CLAIBORNE
 GA2601  USGS QUAD   -  TAZEWELL (1971)
 GA2601
 GA2601                         *CURRENT SURVEY CONTROL
 GA2601  ___________________________________________________________________
 GA2601* NAD 83(1986)-  36 25 39.     (N)    083 33 18.     (W)     SCALED    
 GA2601* NAVD 88     -       448.733  (meters)    1472.22   (feet)  ADJUSTED  
 GA2601  ___________________________________________________________________
 GA2601  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2601  DYNAMIC HT  -         448.327 (meters)    1470.89  (feet)  COMP
 GA2601  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA2601
 GA2601  VERT ORDER  -  SECOND    CLASS 0
 GA2601
 GA2601.The horizontal coordinates were scaled from a topographic map and have
 GA2601.an estimated accuracy of +/- 6 seconds.
 GA2601
 GA2601.The orthometric height was determined by differential leveling
 GA2601.and adjusted by the National Geodetic Survey in June 1991..
 GA2601
 GA2601.The geoid height was determined by GEOID03.
 GA2601
 GA2601.The dynamic height is computed by dividing the NAVD 88
 GA2601.geopotential number by the normal gravity value computed on the
 GA2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2601.degrees latitude (g = 980.6199 gals.).
 GA2601
 GA2601.The modeled gravity was interpolated from observed gravity values.
 GA2601
 GA2601;                    North         East    Units  Estimated Accuracy
 GA2601;SPC TN       -   235,090.      819,230.      MT  (+/- 180 meters Scaled)
 GA2601
 GA2601                          SUPERSEDED SURVEY CONTROL
 GA2601
 GA2601  NGVD 29 (??/??/??)  448.92   (m)         1472.8    (f) RESET       3  
 GA2601
 GA2601.Superseded values are not recommended for survey control.
 GA2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2601.See file dsdata.txt to determine how the superseded data were derived.
 GA2601
 GA2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA709344(NAD 83)
 GA2601_MARKER: DD = SURVEY DISK
 GA2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2601_STAMPING: WALL AZI 1963
 GA2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2601+STABILITY: SURFACE MOTION
 GA2601
 GA2601  HISTORY     - Date     Condition        Report By
 GA2601  HISTORY     - 1963     MONUMENTED       TNHD
 GA2601
 GA2601                          STATION DESCRIPTION
 GA2601
 GA2601'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2601'2.7 MI S FROM TAZEWELL.
 GA2601'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2601'TAZEWELL, GO 2.1 MILES SOUTH ON U.S. HIGHWAY 25E TO THE MARK ON
 GA2601'THE RIGHT.  THE MARK IS 28 FEET SOUTH OF THE END OF A SILVER
 GA2601'PAINTED GUARDRAIL, 0.2 MILE NORTHWEST FROM THE STATION, 26 FEET
 GA2601'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E, 18 FEET
 GA2601'NORTHEAST OF A 6-INCH HICKORY TREE, AND 2.3 FEET NORTHEAST OF
 GA2601'A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2601'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GA2601'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2604 ***********************************************************************
 GA2604  DESIGNATION -  WALL RM 1
 GA2604  PID         -  GA2604
 GA2604  STATE/COUNTY-  TN/CLAIBORNE
 GA2604  USGS QUAD   -  TAZEWELL (1971)
 GA2604
 GA2604                         *CURRENT SURVEY CONTROL
 GA2604  ___________________________________________________________________
 GA2604* NAD 83(1986)-  36 25 28.     (N)    083 33 04.     (W)     SCALED    
 GA2604* NAVD 88     -       441.623  (meters)    1448.89   (feet)  ADJUSTED  
 GA2604  ___________________________________________________________________
 GA2604  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2604  DYNAMIC HT  -         441.223 (meters)    1447.58  (feet)  COMP
 GA2604  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GA2604
 GA2604  VERT ORDER  -  SECOND    CLASS 0
 GA2604
 GA2604.The horizontal coordinates were scaled from a topographic map and have
 GA2604.an estimated accuracy of +/- 6 seconds.
 GA2604
 GA2604.The orthometric height was determined by differential leveling
 GA2604.and adjusted by the National Geodetic Survey in June 1991..
 GA2604
 GA2604.The geoid height was determined by GEOID03.
 GA2604
 GA2604.The dynamic height is computed by dividing the NAVD 88
 GA2604.geopotential number by the normal gravity value computed on the
 GA2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2604.degrees latitude (g = 980.6199 gals.).
 GA2604
 GA2604.The modeled gravity was interpolated from observed gravity values.
 GA2604
 GA2604;                    North         East    Units  Estimated Accuracy
 GA2604;SPC TN       -   234,760.      819,590.      MT  (+/- 180 meters Scaled)
 GA2604
 GA2604                          SUPERSEDED SURVEY CONTROL
 GA2604
 GA2604  NGVD 29 (??/??/92)  441.736  (m)         1449.26   (f) ADJ UNCH    2 0
 GA2604
 GA2604.Superseded values are not recommended for survey control.
 GA2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2604.See file dsdata.txt to determine how the superseded data were derived.
 GA2604
 GA2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA712340(NAD 83)
 GA2604_MARKER: DD = SURVEY DISK
 GA2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2604_STAMPING: WALL RM-1 1963
 GA2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2604+STABILITY: SURFACE MOTION
 GA2604
 GA2604  HISTORY     - Date     Condition        Report By
 GA2604  HISTORY     - 1963     MONUMENTED       TNHD
 GA2604
 GA2604                          STATION DESCRIPTION
 GA2604
 GA2604'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2604'2.5 MI S FROM TAZEWELL.
 GA2604'THE MARK IS LOCATED AT THE WALL 1963 STATION SITE, 87 FEET
 GA2604'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 71 FEET SOUTHEAST
 GA2604'OF THE STATION, 36 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 GA2604'ROAD, AND 15 FEET NORTHEAST OF AN 8-INCH OAK TREE.  THE MARK IS
 GA2604'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2604'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2602 ***********************************************************************
 GA2602  DESIGNATION -  WALL RM 2
 GA2602  PID         -  GA2602
 GA2602  STATE/COUNTY-  TN/CLAIBORNE
 GA2602  USGS QUAD   -  TAZEWELL (1971)
 GA2602
 GA2602                         *CURRENT SURVEY CONTROL
 GA2602  ___________________________________________________________________
 GA2602* NAD 83(1986)-  36 25 28.     (N)    083 33 04.     (W)     SCALED    
 GA2602* NAVD 88     -       441.188  (meters)    1447.46   (feet)  ADJUSTED  
 GA2602  ___________________________________________________________________
 GA2602  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2602  DYNAMIC HT  -         440.789 (meters)    1446.16  (feet)  COMP
 GA2602  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GA2602
 GA2602  VERT ORDER  -  SECOND    CLASS 0
 GA2602
 GA2602.The horizontal coordinates were scaled from a topographic map and have
 GA2602.an estimated accuracy of +/- 6 seconds.
 GA2602
 GA2602.The orthometric height was determined by differential leveling
 GA2602.and adjusted by the National Geodetic Survey in June 1991..
 GA2602
 GA2602.The geoid height was determined by GEOID03.
 GA2602
 GA2602.The dynamic height is computed by dividing the NAVD 88
 GA2602.geopotential number by the normal gravity value computed on the
 GA2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2602.degrees latitude (g = 980.6199 gals.).
 GA2602
 GA2602.The modeled gravity was interpolated from observed gravity values.
 GA2602
 GA2602;                    North         East    Units  Estimated Accuracy
 GA2602;SPC TN       -   234,760.      819,590.      MT  (+/- 180 meters Scaled)
 GA2602
 GA2602                          SUPERSEDED SURVEY CONTROL
 GA2602
 GA2602  NGVD 29 (??/??/92)  441.301  (m)         1447.84   (f) ADJ UNCH    2 0
 GA2602
 GA2602.Superseded values are not recommended for survey control.
 GA2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2602.See file dsdata.txt to determine how the superseded data were derived.
 GA2602
 GA2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA712340(NAD 83)
 GA2602_MARKER: DD = SURVEY DISK
 GA2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2602_STAMPING: WALL RM-2 1963
 GA2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2602+STABILITY: SURFACE MOTION
 GA2602
 GA2602  HISTORY     - Date     Condition        Report By
 GA2602  HISTORY     - 1963     MONUMENTED       TNHD
 GA2602
 GA2602                          STATION DESCRIPTION
 GA2602
 GA2602'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2602'2.5 MI S FROM TAZEWELL.
 GA2602'THE MARK IS LOCATED AT THE WALL 1963 STATION SITE, 23 FEET EAST
 GA2602'OF A HIGHWAY SIGN, 97 FEET NORTHWEST OF THE STATION, 19 FEET
 GA2602'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, AND 2 FEET
 GA2602'SOUTHWEST OF A SILVER PAINTED GUARD RAIL.  IT IS A STANDARD
 GA2602'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA2602'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2058 ***********************************************************************
 GA2058  DESIGNATION -  WALLACE
 GA2058  PID         -  GA2058
 GA2058  STATE/COUNTY-  TN/HAMBLEN
 GA2058  USGS QUAD   -  MORRISTOWN (1979)
 GA2058
 GA2058                         *CURRENT SURVEY CONTROL
 GA2058  ___________________________________________________________________
 GA2058* NAD 83(1995)-  36 07 58.58898(N)    083 16 51.94781(W)     ADJUSTED  
 GA2058* NAVD 88     -       392.590  (meters)    1288.02   (feet)  ADJUSTED  
 GA2058  ___________________________________________________________________
 GA2058  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GA2058  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2058  DYNAMIC HT  -         392.224 (meters)    1286.82  (feet)  COMP
 GA2058  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA2058
 GA2058  HORZ ORDER  -  SECOND
 GA2058  VERT ORDER  -  SECOND    CLASS 0
 GA2058
 GA2058.The horizontal coordinates were established by classical geodetic methods
 GA2058.and adjusted by the National Geodetic Survey in April 1999..
 GA2058
 GA2058.The orthometric height was determined by differential leveling
 GA2058.and adjusted by the National Geodetic Survey in June 1991..
 GA2058
 GA2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2058
 GA2058.The geoid height was determined by GEOID03.
 GA2058
 GA2058.The dynamic height is computed by dividing the NAVD 88
 GA2058.geopotential number by the normal gravity value computed on the
 GA2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2058.degrees latitude (g = 980.6199 gals.).
 GA2058
 GA2058.The modeled gravity was interpolated from observed gravity values.
 GA2058
 GA2058;                    North         East     Units Scale Factor Converg.
 GA2058;SPC TN       -   203,065.189   844,693.462   MT  0.99996196   +1 35 30.3
 GA2058;SPC TN       -   666,223.04  2,771,298.47   sFT  0.99996196   +1 35 30.3
 GA2058;UTM  17      - 4,001,103.847   294,739.133   MT  1.00011916   -1 20 44.0
 GA2058
 GA2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2058!SPC TN       -   0.99994326  x   0.99996196  =   0.99990523
 GA2058!UTM  17      -   0.99994326  x   1.00011916  =   1.00006242
 GA2058
 GA2058:                Primary Azimuth Mark                     Grid Az
 GA2058:SPC TN       -  WALLACE AZ MK                            200 15 02.7
 GA2058:UTM  17      -  WALLACE AZ MK                            203 11 17.0
 GA2058
 GA2058|---------------------------------------------------------------------|
 GA2058| PID    Reference Object                     Distance      Geod. Az  |
 GA2058|                                                           dddmmss.s |
 GA2058| DC2703 WALLACE AZ MK                                      2015033.0 |
 GA2058| GA2057 WALLACE RM 1                         34.969 METERS 21302     |
 GA2058| GA2050 WALKER                              APPROX. 7.2 KM 2371833.2 |
 GA2058| GA2059 WALLACE RM 2                         30.281 METERS 35837     |
 GA2058|---------------------------------------------------------------------|
 GA2058
 GA2058                          SUPERSEDED SURVEY CONTROL
 GA2058
 GA2058  NAD 83(1995)-  36 07 58.59406(N)    083 16 51.95151(W) AD(       ) 2
 GA2058  NAD 83(1995)-  36 07 58.59792(N)    083 16 51.95374(W) AD(       ) 2
 GA2058  NAD 83(1995)-  36 07 58.59532(N)    083 16 51.95127(W) AD(       ) 2
 GA2058  NAD 83(1986)-  36 07 58.59916(N)    083 16 51.95084(W) AD(       ) 2
 GA2058  NAD 27      -  36 07 58.26020(N)    083 16 52.35360(W) AD(       ) 2
 GA2058  NGVD 29 (??/??/92)  392.734  (m)         1288.49   (f) ADJ UNCH    2 0
 GA2058
 GA2058.Superseded values are not recommended for survey control.
 GA2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2058.See file dsdata.txt to determine how the superseded data were derived.
 GA2058
 GA2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9473901104(NAD 83)
 GA2058_MARKER: DE = TRAVERSE STATION DISK
 GA2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2058_STAMPING: WALLACE 1961
 GA2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2058+STABILITY: SURFACE MOTION
 GA2058
 GA2058  HISTORY     - Date     Condition        Report By
 GA2058  HISTORY     - 1961     MONUMENTED       CGS
 GA2058  HISTORY     - 1961     GOOD             CGS
 GA2058  HISTORY     - 1980     GOOD             NGS
 GA2058  HISTORY     - 1980     GOOD             NGS
 GA2058
 GA2058                          STATION DESCRIPTION
 GA2058
 GA2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2058'THE STATION IS LOCATED ON THE PROPERTY OF MR. WALLACE, ABOUT 5-1/2
 GA2058'MILES SOUTH OF MORRISTOWN,
 GA2058'1-1/2 MILES NORTH OF WHITE PINE AND NEAR THE
 GA2058'JEFFERSON-HAMBLEN COUNTY LINE.
 GA2058'
 GA2058'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA2058'HIGHWAY 66A WHICH IS JUST
 GA2058'EAST OF THE POST OFFICE IN WHITE PINE, GO NORTH ON
 GA2058'U.  S.  HIGHWAY 25E FOR 1.5 MILES TO
 GA2058'THE AZIMUTH MARK ON THE LEFT,
 GA2058'CONTINUE FOR 0.1 MILE TO THE JEFFERSON-HAMBLEN COUNTY
 GA2058'LINE SIGN AND
 GA2058'STATION ON THE RIGHT.
 GA2058'
 GA2058'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED WALLACE 1961,
 GA2058'SET IN A SQUARE CONCRETE
 GA2058'MONUMENT WHICH IS FLUSH.  IT IS 150 FEET NORTHEAST OF
 GA2058'THE JEFFERSON-HAMBLEN COUNTY LINE
 GA2058'SIGN, 77 FEET EAST OF THE CENTER OF
 GA2058'U.  S.  HIGHWAY 25E, 20 FEET WEST OF A WHITE BOARD
 GA2058'FENCE AND 2.1 FEET
 GA2058'SOUTH OF A WITNESS POST AND SIGN.
 GA2058'
 GA2058'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WALLACE NO 1 1961,
 GA2058'SET IN A SQUARE CONCRETE
 GA2058'MONUMENT WHICH IS FLUSH.  IT IS 38 FEET NORTH OF THE
 GA2058'JEFFERSON-HABLEN COUNTY LINE SIGN
 GA2058'AND 36 FEET EAST OF THE CENTER OF
 GA2058'U.  S.  HIGHWAY 25E.
 GA2058'
 GA2058'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WALLACE NO 2 1961,
 GA2058'SET IN A SQUARE CONCRETE
 GA2058'MONUMENT WHICH IS FLUSH.  IT IS 45 FEET EAST OF THE
 GA2058'CENTER OF U.  S.  HIGHWAY 25E AND
 GA2058'29 FEET WEST OF A WHITE BOARD
 GA2058'FENCE.
 GA2058'
 GA2058'THE AZIMUTH MARK IS A TENNESSEE GEODETIC AND STATE SURVEY DISK,
 GA2058'STAMPED 430, SET IN A
 GA2058'CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS 34 FEET WEST
 GA2058'OF THE CENTER OF U.  S.
 GA2058'HIGHWAY 25E AND 2.2 FEET EAST OF A WITNESS
 GA2058'POST AND SIGN.
 GA2058'
 GA2058'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GA2058
 GA2058                          STATION RECOVERY (1961)
 GA2058
 GA2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2058'1.6 MI N FROM WHITE PINE.
 GA2058'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2058'66A IN WHITE PINE, GO NORTH ON U.S. HIGHWAY 25E FOR 1.6 MILES
 GA2058'TO THE JEFFERSON-HAMBLIN COUNTY LINE AND THE STATION ON THE
 GA2058'RIGHT.  THE STATION MARK IS 150 FT. NORTHEAST OF THE
 GA2058'JEFFERSON-HAMBLIN COUNTY LINE SIGN, 77 FT. EAST OF THE CENTER
 GA2058'OF U.S. HIGHWAY 25E, 20 FT. WEST OF A WHITE BOARD FENCE AND
 GA2058'2.1 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GA2058'A CONCRETE POST FLUSH WITH THE GROUND.
 GA2058
 GA2058                          STATION RECOVERY (1980)
 GA2058
 GA2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2058'THE MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GA2058'WITH THE FOLLOWING.
 GA2058'
 GA2058'THE STATION MARK IS 14 FEET SOUTHEAST OF A 10 INCH OAK TREE, HAS
 GA2058'2 IRON PINS DRIVEN BESIDE IT AND THE JEFFERSON-HAMLEN CO. LINE SIGN
 GA2058'IS A WATER AND SOIL CONSERVATION DISTRICT SIGN.
 GA2058'
 GA2058'REFERENCE MARK 1 IS 34 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GA2058'1 FOOT SOUTH OF A METAL WITNESS POST, 35 FEET NORTH OF ABOVE
 GA2058'MENTIONED SIGN, 39 FEET NORTH OF A POWER POLE AND HAS 2 IRON PINS
 GA2058'DRIVEN BESIDE IT.
 GA2058'
 GA2058'REFERENCE MARK 2 IS 52 FEET OF THE CENTERLINE OF THE ROAD, 13 FEET
 GA2058'NORTHEAST OF A POWER POLE, 4 FEET NORTHWEST OF POWER POLE GUY WIRE,
 GA2058'1 FOOT SOUTH OF A METAL WITNESS POST AND HAS 2 IRON PINS DRIVEN
 GA2058'BESIDE IT.
 GA2058'
 GA2058'THE AZIMUTH MARK IS 114 FEET NORTH OF THE EXTENDED CENTERLINE OF
 GA2058'A DRIVEWAY EAST AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GA2058
 GA2058                          STATION RECOVERY (1980)
 GA2058
 GA2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2058'THE MARK IS 14 FEET SOUTHEAST OF A 10 INCH OAK TREE, HAS 2 IRON PINS
 GA2058'DRIVEN BESIDE IT AND THE SIGN MENTIONED IS THE SOIL AND WATER
 GA2058'CONSERVATION DISTRICT AND NOT THE COUNTY LINE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2057 ***********************************************************************
 GA2057  DESIGNATION -  WALLACE RM 1
 GA2057  PID         -  GA2057
 GA2057  STATE/COUNTY-  TN/HAMBLEN
 GA2057  USGS QUAD   -  MORRISTOWN (1979)
 GA2057
 GA2057                         *CURRENT SURVEY CONTROL
 GA2057  ___________________________________________________________________
 GA2057* NAD 83(1986)-  36 07 58.     (N)    083 16 52.     (W)     SCALED    
 GA2057* NAVD 88     -       392.047  (meters)    1286.24   (feet)  ADJUSTED  
 GA2057  ___________________________________________________________________
 GA2057  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2057  DYNAMIC HT  -         391.681 (meters)    1285.04  (feet)  COMP
 GA2057  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA2057
 GA2057  VERT ORDER  -  SECOND    CLASS 0
 GA2057
 GA2057.The horizontal coordinates were scaled from a topographic map and have
 GA2057.an estimated accuracy of +/- 6 seconds.
 GA2057
 GA2057.The orthometric height was determined by differential leveling
 GA2057.and adjusted by the National Geodetic Survey in June 1991..
 GA2057
 GA2057.The geoid height was determined by GEOID03.
 GA2057
 GA2057.The dynamic height is computed by dividing the NAVD 88
 GA2057.geopotential number by the normal gravity value computed on the
 GA2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2057.degrees latitude (g = 980.6199 gals.).
 GA2057
 GA2057.The modeled gravity was interpolated from observed gravity values.
 GA2057
 GA2057;                    North         East    Units  Estimated Accuracy
 GA2057;SPC TN       -   203,050.      844,690.      MT  (+/- 180 meters Scaled)
 GA2057
 GA2057                          SUPERSEDED SURVEY CONTROL
 GA2057
 GA2057  NGVD 29 (??/??/92)  392.190  (m)         1286.71   (f) ADJ UNCH    2 0
 GA2057
 GA2057.Superseded values are not recommended for survey control.
 GA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2057.See file dsdata.txt to determine how the superseded data were derived.
 GA2057
 GA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA947010(NAD 83)
 GA2057_MARKER: DR = REFERENCE MARK DISK
 GA2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2057_STAMPING: WALLACE NO 1 1961
 GA2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2057+STABILITY: SURFACE MOTION
 GA2057
 GA2057  HISTORY     - Date     Condition        Report By
 GA2057  HISTORY     - 1961     MONUMENTED       CGS
 GA2057  HISTORY     - 1980     GOOD             NGS
 GA2057
 GA2057                          STATION DESCRIPTION
 GA2057
 GA2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2057'1.6 MI N FROM WHITE PINE.
 GA2057'THIS MARK IS LOCATED AT THE WALLACE 1961 STATION SITE, 114.7
 GA2057'FT. SOUTHWEST OF THE STATION MARK, 38 FT. NORTH OF THE
 GA2057'JEFFERSON-HAMBLIN COUNTY LINE SIGN AND 36 FT. EAST OF THE
 GA2057'CENTER OF U.S. HIGHWAY 25E.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2057'POST FLUSH WITH THE GROUND.  NOTE-- SEE DESCR. FOR STATION WALLACE.
 GA2057
 GA2057                          STATION RECOVERY (1980)
 GA2057
 GA2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2057'IT IS 34 FEET EAST OF THE CENTERLINE OF TH E HIGHWAY, 35 FEET NORTH
 GA2057'OF SOIL AND WATER CONSERVATION DISTRICT SIGN, 39 FEET NORTH OF A
 GA2057'POWER POLE AND HAS 2 IRON PINS DRIVEN BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2059 ***********************************************************************
 GA2059  DESIGNATION -  WALLACE RM 2
 GA2059  PID         -  GA2059
 GA2059  STATE/COUNTY-  TN/HAMBLEN
 GA2059  USGS QUAD   -  MORRISTOWN (1979)
 GA2059
 GA2059                         *CURRENT SURVEY CONTROL
 GA2059  ___________________________________________________________________
 GA2059* NAD 83(1986)-  36 07 58.     (N)    083 16 52.     (W)     SCALED    
 GA2059* NAVD 88     -       391.997  (meters)    1286.08   (feet)  ADJUSTED  
 GA2059  ___________________________________________________________________
 GA2059  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2059  DYNAMIC HT  -         391.631 (meters)    1284.88  (feet)  COMP
 GA2059  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA2059
 GA2059  VERT ORDER  -  SECOND    CLASS 0
 GA2059
 GA2059.The horizontal coordinates were scaled from a topographic map and have
 GA2059.an estimated accuracy of +/- 6 seconds.
 GA2059
 GA2059.The orthometric height was determined by differential leveling
 GA2059.and adjusted by the National Geodetic Survey in June 1991..
 GA2059
 GA2059.The geoid height was determined by GEOID03.
 GA2059
 GA2059.The dynamic height is computed by dividing the NAVD 88
 GA2059.geopotential number by the normal gravity value computed on the
 GA2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2059.degrees latitude (g = 980.6199 gals.).
 GA2059
 GA2059.The modeled gravity was interpolated from observed gravity values.
 GA2059
 GA2059;                    North         East    Units  Estimated Accuracy
 GA2059;SPC TN       -   203,050.      844,690.      MT  (+/- 180 meters Scaled)
 GA2059
 GA2059                          SUPERSEDED SURVEY CONTROL
 GA2059
 GA2059  NGVD 29 (??/??/92)  392.140  (m)         1286.55   (f) ADJ UNCH    2 0
 GA2059
 GA2059.Superseded values are not recommended for survey control.
 GA2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2059.See file dsdata.txt to determine how the superseded data were derived.
 GA2059
 GA2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA947010(NAD 83)
 GA2059_MARKER: DR = REFERENCE MARK DISK
 GA2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2059_STAMPING: WALLACE NO 2 1961
 GA2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2059+STABILITY: SURFACE MOTION
 GA2059
 GA2059  HISTORY     - Date     Condition        Report By
 GA2059  HISTORY     - 1961     MONUMENTED       CGS
 GA2059  HISTORY     - 1980     GOOD             NGS
 GA2059
 GA2059                          STATION DESCRIPTION
 GA2059
 GA2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2059'1.6 MI N FROM WHITE PINE.
 GA2059'THIS MARK IS LOCATED AT THE WALLACE 1961 STATION SITE, 99.4 FT.
 GA2059'NORTH OF THE STATION MARK, 45 FT. EAST OF THE CENTER OF U.S.
 GA2059'HIGHWAY 25E AND 29 FT. WEST OF A WHITE BOARD FENCE.  THE DISK
 GA2059'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- SEE
 GA2059'DESCR. FOR STATION WALLACE.
 GA2059
 GA2059                          STATION RECOVERY (1980)
 GA2059
 GA2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2059'IT IS 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,13 FEET NORTHEAST
 GA2059'OF A POWER POLE,4 FEET NORTHWEST OF THE POWER POLE GUY WIRE AND HAS 2
 GA2059'IRON PINS DRIVEN BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1468 ***********************************************************************
 FE1468  DESIGNATION -  WALNUT
 FE1468  PID         -  FE1468
 FE1468  STATE/COUNTY-  TN/SHELBY
 FE1468  USGS QUAD   -  ELLENDALE (1993)
 FE1468
 FE1468                         *CURRENT SURVEY CONTROL
 FE1468  ___________________________________________________________________
 FE1468* NAD 83(1995)-  35 07 49.49739(N)    089 52 14.59806(W)     ADJUSTED  
 FE1468* NAVD 88     -        98.361  (meters)     322.71   (feet)  ADJUSTED  
 FE1468  ___________________________________________________________________
 FE1468  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FE1468  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1468  DYNAMIC HT  -          98.271 (meters)     322.41  (feet)  COMP
 FE1468  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 FE1468
 FE1468  HORZ ORDER  -  SECOND
 FE1468  VERT ORDER  -  SECOND    CLASS 0
 FE1468
 FE1468.The horizontal coordinates were established by classical geodetic methods
 FE1468.and adjusted by the National Geodetic Survey in April 1999..
 FE1468
 FE1468.The orthometric height was determined by differential leveling
 FE1468.and adjusted by the National Geodetic Survey in June 1991..
 FE1468
 FE1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1468
 FE1468.The geoid height was determined by GEOID03.
 FE1468
 FE1468.The dynamic height is computed by dividing the NAVD 88
 FE1468.geopotential number by the normal gravity value computed on the
 FE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1468.degrees latitude (g = 980.6199 gals.).
 FE1468
 FE1468.The modeled gravity was interpolated from observed gravity values.
 FE1468
 FE1468;                    North         East     Units Scale Factor Converg.
 FE1468;SPC TN       -    95,413.000   247,294.221   MT  1.00002326   -2 15 57.9
 FE1468;SPC TN       -   313,034.15    811,331.12   sFT  1.00002326   -2 15 57.9
 FE1468;UTM  16      - 3,891,278.580   238,420.942   MT  1.00044336   -1 39 10.3
 FE1468
 FE1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1468!SPC TN       -   0.99998886  x   1.00002326  =   1.00001212
 FE1468!UTM  16      -   0.99998886  x   1.00044336  =   1.00043222
 FE1468
 FE1468:                Primary Azimuth Mark                     Grid Az
 FE1468:SPC TN       -  WALNUT AZ MK                             079 15 48.8
 FE1468:UTM  16      -  WALNUT AZ MK                             078 39 01.2
 FE1468
 FE1468|---------------------------------------------------------------------|
 FE1468| PID    Reference Object                     Distance      Geod. Az  |
 FE1468|                                                           dddmmss.s |
 FE1468| FE1470 WALNUT AZ MK                        474.342 METERS 0765950.9 |
 FE1468| FE1471 WALNUT RM 1                          18.856 METERS 20605     |
 FE1468| FE1469 WALNUT RM 2                          20.584 METERS 31202     |
 FE1468|---------------------------------------------------------------------|
 FE1468
 FE1468                          SUPERSEDED SURVEY CONTROL
 FE1468
 FE1468  NAD 83(1995)-  35 07 49.50024(N)    089 52 14.59639(W) AD(       ) 2
 FE1468  NAD 83(1995)-  35 07 49.50253(N)    089 52 14.59730(W) AD(       ) 2
 FE1468  NAD 83(1986)-  35 07 49.50779(N)    089 52 14.59839(W) AD(       ) 2
 FE1468  NAD 27      -  35 07 49.18480(N)    089 52 14.28750(W) AD(       ) 2
 FE1468  NGVD 29 (??/??/??)   98.337  (m)          322.63   (f) ADJUSTED    2 0
 FE1468
 FE1468.Superseded values are not recommended for survey control.
 FE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1468.See file dsdata.txt to determine how the superseded data were derived.
 FE1468
 FE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3842191279(NAD 83)
 FE1468_MARKER: DE = TRAVERSE STATION DISK
 FE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1468_STAMPING: WALNUT 1959
 FE1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1468+STABILITY: SURFACE MOTION
 FE1468
 FE1468  HISTORY     - Date     Condition        Report By
 FE1468  HISTORY     - 1959     MONUMENTED       CGS
 FE1468  HISTORY     - 1959     GOOD             CGS
 FE1468  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE1468
 FE1468                          STATION DESCRIPTION
 FE1468
 FE1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1468'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF THE CENTER OF THE
 FE1468'CITY OF MEMPHIS AND ABOUT 3/4 MILE SOUTHWEST OF WOLF RIVER, ON
 FE1468'PROPERTY OWNED BY MRS. S.W. JONES.
 FE1468'
 FE1468'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 (SUMMER
 FE1468'AVENUE) AND WHITE STATION ROAD, JUST EAST OF THE CITY LIMITS IN
 FE1468'MEMPHIS, GO SOUTH ON WHITE STATION ROAD FOR 1.2 MILES, TURN LEFT ONTO
 FE1468'RICH ROAD AND GO EAST FOR 0.7 MILE, TURN RIGHT ONTO YATES ROAD AND GO
 FE1468'SOUTH FOR 0.25 MILE, TURN LEFT ONTO WALNUT GROVE ROAD AND GO EAST FOR
 FE1468'0.2 MILE, TURN RIGHT AND GO SOUTH FOR 0.05 MILE, TURN LEFT INTO A
 FE1468'DRIVEWAY AND GO EAST FOR 0.05 MILE TO A WITNESS SIGN ON THE RIGHT,
 FE1468'SOUTH SIDE AND THE STATION.
 FE1468'
 FE1468'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE TRACK ROAD
 FE1468'EASTERLY FOR 0.35 MILE TO A SMALL OPENING IN THE TREES.  TURN
 FE1468'LEFT OFF THE TRACK ROAD AND GO NORTHEAST CROSS COUNTRY FOR 0.1 MILE
 FE1468'TO A WITNESS SIGN AND THE AZIMUTH MARK.
 FE1468'
 FE1468'THE STATION IS A STANDARD TRAVERSE DISK STAMPED WALNUT 1959 SET IN
 FE1468'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FE1468'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 39 FEET SOUTH OF A TRACK ROAD
 FE1468'AND 3 FEET NORTHWEST OF A WITNESS SIGN.
 FE1468'
 FE1468'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WALNUT NO 1 1959
 FE1468'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE1468'FLUSH WITH THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 FE1468'IT IS 15 FEET WEST-NORTHWEST OF A SMALL OAK TREE.
 FE1468'
 FE1468'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WALNUT NO 2 1959
 FE1468'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1468'ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE
 FE1468'STATION.  IT IS 13 FEET NORTH- NORTHWEST OF THE CENTER OF A
 FE1468'TRACK ROAD.
 FE1468'
 FE1468'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WALNUT 1959 SET IN TOP OF
 FE1468'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 FE1468'ABOVE THE GROUND.  IT IS ABOUT 200 FEET NORTH OF A TRACK ROAD AND 4
 FE1468'FEET SOUTHWEST OF A WITNESS SIGN.  A TRAVERSE CONNECTION WAS MADE TO
 FE1468'THE AZIMUTH MARK.
 FE1468
 FE1468                          STATION RECOVERY (1959)
 FE1468
 FE1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1468'IN MEMPHIS.
 FE1468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 FE1468'WHITE STATION ROAD, JUST EAST OF THE CITY LIMITS IM MEMPHIS, GO
 FE1468'SOUTH ON WHITE STATION ROAD FOR 1.2 MILES, TURN LEFT ONTO RICH
 FE1468'ROAD, AND GO EAST FOR 0.7 MILE, TURN RIGHT ONTO YATES ROAD AND
 FE1468'GO EAST FOR 0.25 MILE, TURN LEFT ONTO WALNUT GROVE ROAD AND GO
 FE1468'EAST FOR 0.2 MILE, TURN RIGHT AND GO SOUTH FOR 0.05 MILE, TURN
 FE1468'LEFT INTO A DRIVEWAY AND GO EAST FOR 0.05 MILE TO THE STATION
 FE1468'ON THE RIGHT, 39 FT. SOUTH OF A TRACK ROAD, 3 FEET NORTHWEST OF
 FE1468'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE1468'2 INCHES, ABOUT 1 MILE SOUTHEAST OF STATION RICH.
 FE1468
 FE1468                          STATION RECOVERY (2002)
 FE1468
 FE1468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1468'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1712 ***********************************************************************
 GB1712  DESIGNATION -  WALNUT
 GB1712  PID         -  GB1712
 GB1712  STATE/COUNTY-  TN/PUTNAM
 GB1712  USGS QUAD   -  MONTEREY (1981)
 GB1712
 GB1712                         *CURRENT SURVEY CONTROL
 GB1712  ___________________________________________________________________
 GB1712* NAD 83(1995)-  36 08 09.81237(N)    085 20 10.68694(W)     ADJUSTED  
 GB1712* NAVD 88     -       571.538  (meters)    1875.12   (feet)  ADJUSTED  
 GB1712  ___________________________________________________________________
 GB1712  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 GB1712  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1712  DYNAMIC HT  -         571.008 (meters)    1873.38  (feet)  COMP
 GB1712  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 GB1712
 GB1712  HORZ ORDER  -  SECOND
 GB1712  VERT ORDER  -  SECOND    CLASS 0
 GB1712
 GB1712.The horizontal coordinates were established by classical geodetic methods
 GB1712.and adjusted by the National Geodetic Survey in April 1999..
 GB1712
 GB1712.The orthometric height was determined by differential leveling
 GB1712.and adjusted by the National Geodetic Survey in June 1991..
 GB1712
 GB1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1712
 GB1712.The geoid height was determined by GEOID03.
 GB1712
 GB1712.The dynamic height is computed by dividing the NAVD 88
 GB1712.geopotential number by the normal gravity value computed on the
 GB1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1712.degrees latitude (g = 980.6199 gals.).
 GB1712
 GB1712.The modeled gravity was interpolated from observed gravity values.
 GB1712
 GB1712;                    North         East     Units Scale Factor Converg.
 GB1712;SPC TN       -   200,214.487   659,735.792   MT  0.99996225   +0 23 18.8
 GB1712;SPC TN       -   656,870.36  2,164,483.18   sFT  0.99996225   +0 23 18.8
 GB1712;UTM  16      - 4,000,321.387   649,693.627   MT  0.99987611   +0 58 52.6
 GB1712
 GB1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1712!SPC TN       -   0.99991489  x   0.99996225  =   0.99987714
 GB1712!UTM  16      -   0.99991489  x   0.99987611  =   0.99979101
 GB1712
 GB1712|---------------------------------------------------------------------|
 GB1712| PID    Reference Object                     Distance      Geod. Az  |
 GB1712|                                                           dddmmss.s |
 GB1712| GB1711 WALNUT RM 1                          18.497 METERS 06553     |
 GB1712| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 6.4 KM 0782232.3 |
 GB1712| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 4.1 KM 1055339.4 |
 GB1712| GB1710 WALNUT AZ MK                                       2122608.9 |
 GB1712| GB1713 WALNUT RM 2                          13.981 METERS 23408     |
 GB1712|---------------------------------------------------------------------|
 GB1712
 GB1712                          SUPERSEDED SURVEY CONTROL
 GB1712
 GB1712  NAD 83(1995)-  36 08 09.81532(N)    085 20 10.68873(W) AD(       ) 2
 GB1712  NAD 83(1995)-  36 08 09.81839(N)    085 20 10.68971(W) AD(       ) 2
 GB1712  NAD 83(1986)-  36 08 09.82493(N)    085 20 10.68889(W) AD(       ) 2
 GB1712  NAD 27      -  36 08 09.59790(N)    085 20 10.78050(W) AD(       ) 2
 GB1712  NGVD 29 (??/??/92)  571.564  (m)         1875.21   (f) ADJ UNCH    2 0
 GB1712
 GB1712.Superseded values are not recommended for survey control.
 GB1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1712.See file dsdata.txt to determine how the superseded data were derived.
 GB1712
 GB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4969400321(NAD 83)
 GB1712_MARKER: DE = TRAVERSE STATION DISK
 GB1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1712_STAMPING: WALNUT 1960
 GB1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1712+STABILITY: SURFACE MOTION
 GB1712
 GB1712  HISTORY     - Date     Condition        Report By
 GB1712  HISTORY     - 1960     MONUMENTED       CGS
 GB1712  HISTORY     - 1960     GOOD             CGS
 GB1712
 GB1712                          STATION DESCRIPTION
 GB1712
 GB1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1712'THE STATION IS LOCATED ON THE PROPERTY OF MR. WITT FARLEY, ABOUT 3
 GB1712'MILES WEST OF MONTEREY, AND ON A WOODED HILL ABOUT 200 YARDS NORTH
 GB1712'OF U.S. HIGHWAY 70N.
 GB1712'
 GB1712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB1712'HIGHWAY 84 IN THE SOUTHWEST SECTION OF MONTEREY, GO WEST, ON U.S.
 GB1712'HIGHWAY 70N FOR 3.8 MILES TO THE WALNUT RIDGE SCHOOL* ON THE RIGHT,
 GB1712'CONTINUE WEST, ON U.S. HIGHWAY 70N FOR 75 YARDS TO A DRIVE-WAY ON
 GB1712'THE RIGHT. TURN RIGHT, NORTH, AND GO ABOUT 15 YARDS TO A FORK. KEEP
 GB1712'LEFT, WEST, AND GO 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 GB1712'AHEAD WEST, UP HILL FOR 0.15 MILE TO THE STATION.
 GB1712'
 GB1712'*TO REACH THE AZIMUTH MARK FROM THE WALNUT RIDGE SCHOOL, GO WEST, ON
 GB1712'U.S. HIGHWAY 70N FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB1712'
 GB1712'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED WALNUT 1960,
 GB1712'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 16 FEET NORTH OF A
 GB1712'TRIANGULAR BLAZED TREE, AND 2.6 FEET SOUTH OF A WITNESS SIGN.
 GB1712'
 GB1712'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WALNUT NO. 1 1960,
 GB1712'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 6 FEET WEST OF A
 GB1712'10-INCH PINE TREE, AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 GB1712'
 GB1712'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WALNUT NO. 2 1960,
 GB1712'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 33 FEET SOUTHWEST
 GB1712'OF A TRIANGULAR BLAZED TREE, AND ABOUT THE SAME ELEVATION AS THE
 GB1712'STATION MARK.
 GB1712'
 GB1712'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WALNUT 1960, SET IN A
 GB1712'CONCRETE MONUMENT, AND SET FLUSH. IT IS 24 FEET NORTH OF THE CENTER
 GB1712'OF U.S. HIGHWAY 70N, 2.1 FEET EAST OF A WITNESS SIGN, AND 2 FEET EAST
 GB1712'OF A POWER LINE POLE.
 GB1712'
 GB1712'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 GB1712
 GB1712                          STATION RECOVERY (1960)
 GB1712
 GB1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1712'4.6 MI W FROM MONTEREY.
 GB1712'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1712'STATE HIGHWAY 84, THEN 3.8 MILES WEST ON U.S. HIGHWAY 70N TO
 GB1712'THE WALNUT RIDGE SCHOOL ON THE RIGHT, CONTINUE WEST ON U.S.
 GB1712'HIGHWAY 70N FOR 75 YARDS TO A DRIVE-WAY ON THE RIGHT.  TURN
 GB1712'RIGHT, NORTH, AND GO ABOUT 15 YARDS TO A FORK.  KEEP LEFT FORK,
 GB1712'WEST, AND GO 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 GB1712'WEST, UP HILL FOR 0.15 MILE TO THE STATION.  THE STATION MARK IS
 GB1712'16 FT. NORTH OF A TRIANGULAR BLAZED TREE AND 2.6 FT. SOUTH OF A
 GB1712'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1712'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2535 ***********************************************************************
 GB2535  DESIGNATION -  WALNUT
 GB2535  PID         -  GB2535
 GB2535  STATE/COUNTY-  TN/CAMPBELL
 GB2535  USGS QUAD   -  IVYDELL (1973)
 GB2535
 GB2535                         *CURRENT SURVEY CONTROL
 GB2535  ___________________________________________________________________
 GB2535* NAD 83(1995)-  36 24 34.88526(N)    084 10 32.59685(W)     ADJUSTED  
 GB2535* NAVD 88     -       863.1    (meters)    2832.     (feet)  VERTCON   
 GB2535  ___________________________________________________________________
 GB2535  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 GB2535  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB2535
 GB2535  HORZ ORDER  -  SECOND
 GB2535
 GB2535.The horizontal coordinates were established by classical geodetic methods
 GB2535.and adjusted by the National Geodetic Survey in April 1999..
 GB2535
 GB2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2535
 GB2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2535
 GB2535.The geoid height was determined by GEOID03.
 GB2535
 GB2535;                    North         East     Units Scale Factor Converg.
 GB2535;SPC TN       -   231,899.525   763,619.049   MT  0.99999877   +1 04 04.8
 GB2535;SPC TN       -   760,823.69  2,505,306.83   sFT  0.99999877   +1 04 04.8
 GB2535;UTM  16      - 4,033,097.245   753,252.981   MT  1.00039029   +1 40 38.1
 GB2535
 GB2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2535!SPC TN       -   0.99986923  x   0.99999877  =   0.99986800
 GB2535!UTM  16      -   0.99986923  x   1.00039029  =   1.00025947
 GB2535
 GB2535:                Primary Azimuth Mark                     Grid Az
 GB2535:SPC TN       -  CROSS RESET                              190 48 08.1
 GB2535:UTM  16      -  CROSS RESET                              190 11 34.8
 GB2535
 GB2535|---------------------------------------------------------------------|
 GB2535| PID    Reference Object                     Distance      Geod. Az  |
 GB2535|                                                           dddmmss.s |
 GB2535| GB2556 CROSS RESET                         APPROX.24.0 KM 1915212.9 |
 GB2535| GB2578 BOWMAN LOOKOUT TOWER NC 27          APPROX.17.2 KM 2155313.8 |
 GB2535| GB2534 WALNUT LOOKOUT TOWER NC 5             4.657 METERS 28332     |
 GB2535| DC2709 WALNUT RM 1                           3.963 METERS 33137     |
 GB2535|---------------------------------------------------------------------|
 GB2535
 GB2535                          SUPERSEDED SURVEY CONTROL
 GB2535
 GB2535  NAD 83(1995)-  36 24 34.88666(N)    084 10 32.59973(W) AD(       ) 2
 GB2535  NAD 83(1995)-  36 24 34.89283(N)    084 10 32.60116(W) AD(       ) 2
 GB2535  NAD 83(1986)-  36 24 34.89639(N)    084 10 32.59854(W) AD(       ) 2
 GB2535  NAD 27      -  36 24 34.59940(N)    084 10 32.86020(W) AD(       ) 2
 GB2535  NGVD 29 (07/19/86)  863.2    (m)         2832.     (f) VERT ANG       
 GB2535
 GB2535.Superseded values are not recommended for survey control.
 GB2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2535.See file dsdata.txt to determine how the superseded data were derived.
 GB2535
 GB2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5325333097(NAD 83)
 GB2535_MARKER: DS = TRIANGULATION STATION DISK
 GB2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2535
 GB2535  HISTORY     - Date     Condition        Report By
 GB2535  HISTORY     - 1961     MONUMENTED       CGS
 GB2535  HISTORY     - 1964     GOOD             TNHD
 GB2535
 GB2535                          STATION DESCRIPTION
 GB2535
 GB2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2535'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ROYAL BLUE, ABOUT
 GB2535'3.5 MILES NORTHWEST
 GB2535'OF LA FOLLETTE, AND NEAR THE SUMMIT OF A MOUNTAIN
 GB2535'LOCALLY KNOWN AS WALNUT MOUNTAIN.
 GB2535'IT IS ALSO NEAR THE SITE OF THE
 GB2535'TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER NC 5.
 GB2535'
 GB2535'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2535'ROUTE 63 IN LA FOLLETTE,
 GB2535'GO NORTHERLY ON U.  S.  HIGHWAY 25W FOR 1.1 MILES
 GB2535'TO A SIDE ROAD ON THE LEFT.  THERE IS
 GB2535'A SIGN ON THE RIGHT WHICH
 GB2535'READS, FIRE TOWER.  TURN LEFT, WEST, AND GO 0.1 MILE TO
 GB2535'A T ROAD LEFT THAT
 GB2535'IS JUST AFTER PASSING UNDER A RAILROAD OVERPASS.  PROCEED
 GB2535'STRAIGHT AHEAD FOR 0.2
 GB2535'MILE TO A ROAD FORK, TURN LEFT AND GO 2.0
 GB2535'MILES TO ANOTHER ROAD FORK, TURN LEFT AND
 GB2535'GO 0.6 MILE TO A T JUNCTION
 GB2535'IN THE SADDLE OF MOUNTAINS.  TURN LEFT AND GO 0.35 MILE TO A
 GB2535'ROAD FORK,
 GB2535'TURN RIGHT AND GO 0.35 MILE TO ANOTHER ROAD FORK, TURN LEFT AND
 GB2535'GO 0.9 MILE TO A THREE
 GB2535'WAY ROAD.  PROCEED ON THE MIDDLE ROAD WHICH
 GB2535'PASSES OVER A SMALL WOODEN BRIDGE AND GO
 GB2535'0.1 MILE TO THE RESIDENCE OF
 GB2535'THE FIRE TOWER ATTENDANT.  HERE PACK SOUTH UP THE HILL FOR
 GB2535'ABOUT 150 YARDS
 GB2535'TO THE FIRE TOWER AND STATION AS DESCRIBED.
 GB2535'
 GB2535'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED WALNUT 1961,
 GB2535'SET IN A CONCRETE
 GB2535'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 13 FEET
 GB2535'SOUTHEAST OF THE NORTHEAST
 GB2535'LEG OF THE FIRE TOWER, 8 FEET NORTHEAST OF
 GB2535'THE SOUTHEAST LEG OF THE FIRE TOWER, 3.0 FEET
 GB2535'SOUTHWEST OF A WITNESS
 GB2535'POST, AND ON THE APPROXIMATE HIGHEST POINT OF THE HILL.
 GB2535'
 GB2535'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WALNUT NO 1 1961,
 GB2535'CEMENTED IN A
 GB2535'DRILLED HOLE IN THE CONCRETE FOUNDATION OF THE
 GB2535'NORTHEAST LEG OF THE FIRE TOWER.
 GB2535'
 GB2535'REFERENCE MARK NO. 2 IS AN ANGLE IRON STAKE THAT WAS FOUND DRIVEN IN
 GB2535'THE GROUND AT A POINT
 GB2535'THAT INTERSECTED THE FOUR LEGS OF THE FIRE TOWER.
 GB2535'A CROSS ON THE TOP OF THE STAKE WAS
 GB2535'THE POINT INTERSECTED AND
 GB2535'TRAVERSED.  THIS POINT WAS NOT ESTABLISHED BY THE
 GB2535'COAST SURVEY.
 GB2535'
 GB2535'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS A SUITABLE
 GB2535'LOCATION WAS NOT FOUND.
 GB2535
 GB2535                          STATION RECOVERY (1964)
 GB2535
 GB2535'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2535'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GB2535'CONDITION.  THE ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
 GB2535'HORIZONTAL DISTANCES BETWEEN THE STATION AND BOTH REFERENCE MARKS
 GB2535'WERE FOUND TO CHECK THE 1961 MEASUREMENTS.  THE DIRECTION BETWEEN
 GB2535'THE STATION AND REFERENCE MARK NO. 1 DID NOT CHECK THE OLD
 GB2535'DESCRIPTION.  THE DIRECTION TO REFERENCE MARK NO. 2 DID
 GB2535'CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2284 ***********************************************************************
 FE2284  DESIGNATION -  WALNUT
 FE2284  PID         -  FE2284
 FE2284  STATE/COUNTY-  TN/HARDEMAN
 FE2284  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2284
 FE2284                         *CURRENT SURVEY CONTROL
 FE2284  ___________________________________________________________________
 FE2284* NAD 83(1995)-  35 15 24.09353(N)    088 53 25.46909(W)     ADJUSTED  
 FE2284* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 FE2284  ___________________________________________________________________
 FE2284  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2284  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE2284
 FE2284  HORZ ORDER  -  SECOND
 FE2284
 FE2284.The horizontal coordinates were established by classical geodetic methods
 FE2284.and adjusted by the National Geodetic Survey in April 1999..
 FE2284
 FE2284.The orthometric height was scaled from a topographic map.
 FE2284
 FE2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2284
 FE2284.The geoid height was determined by GEOID03.
 FE2284
 FE2284;                    North         East     Units Scale Factor Converg.
 FE2284;SPC TN       -   106,330.957   337,005.142   MT  0.99999883   -1 41 31.8
 FE2284;SPC TN       -   348,854.15  1,105,657.70   sFT  0.99999883   -1 41 31.8
 FE2284;UTM  16      - 3,903,147.902   328,027.079   MT  0.99996448   -1 05 29.4
 FE2284
 FE2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2284!SPC TN       -   0.99997802  x   0.99999883  =   0.99997685
 FE2284!UTM  16      -   0.99997802  x   0.99996448  =   0.99994250
 FE2284
 FE2284|---------------------------------------------------------------------|
 FE2284| PID    Reference Object                     Distance      Geod. Az  |
 FE2284|                                                           dddmmss.s |
 FE2284| CG5305 WALNUT RM 3                          22.629 METERS 12955     |
 FE2284| CG5303 WALNUT RM 1                          26.969 METERS 13157     |
 FE2284| CG5302 WALNUT AZ MK                                       1483148.2 |
 FE2284| FE2275 DOYLE                               APPROX. 9.6 KM 1863156.2 |
 FE2284| CG5304 WALNUT RM 2                          21.002 METERS 25327     |
 FE2284| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       APPROX.12.6 KM 2793947.2 |
 FE2284| CG5306 WALNUT RM 4                          21.195 METERS 30234     |
 FE2284|---------------------------------------------------------------------|
 FE2284
 FE2284                          SUPERSEDED SURVEY CONTROL
 FE2284
 FE2284  NAD 83(1995)-  35 15 24.09987(N)    088 53 25.46990(W) AD(       ) 2
 FE2284  NAD 83(1995)-  35 15 24.10087(N)    088 53 25.47297(W) AD(       ) 2
 FE2284  NAD 83(1986)-  35 15 24.10569(N)    088 53 25.46929(W) AD(       ) 2
 FE2284  NAD 27      -  35 15 23.80800(N)    088 53 25.25600(W) AD(       ) 2
 FE2284
 FE2284.Superseded values are not recommended for survey control.
 FE2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2284.See file dsdata.txt to determine how the superseded data were derived.
 FE2284
 FE2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2802703148(NAD 83)
 FE2284_MARKER: DS = TRIANGULATION STATION DISK
 FE2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2284
 FE2284  HISTORY     - Date     Condition        Report By
 FE2284  HISTORY     - 1934     MONUMENTED       CGS
 FE2284  HISTORY     - 1972     GOOD             NGS
 FE2284
 FE2284                          STATION DESCRIPTION
 FE2284
 FE2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2284'ABOUT 6 MILES EAST OF BOLIVAR. TO REACH FROM COURTHOUSE IN BOLIVAR,
 FE2284'GO EAST ALONG U.S. ROUTE 64 ABOUT 5 MILES (OR 2.0 MILES PAST
 FE2284'HATCHIE RIVER BRIDGE) AND TURN LEFT ONTO DIRT ROAD JUST BEFORE
 FE2284'REACHING CUT AT TOP OF GRADE, FOLLOW DIRT ROAD 0.5 MILE TO WALNUT
 FE2284'GROVE CHURCH, TURN RIGHT (NORTH), AND GO 1.1 MILES TO FORKS IN ROAD
 FE2284'AND STATION SITE. STATION IS IN FORKS, 25 FEET NORTH OF CENTER
 FE2284'LINE OF MAIN ROAD, 18 FEET SOUTHEAST OF TRIANGLE-BLAZED 12-INCH PINE
 FE2284'TREE, 25 FEET SOUTH-SOUTHEAST OF 12-INCH WHITE-OAK TREE, AND 18 FEET
 FE2284'NORTHWEST OF 9-INCH OAK TREE. SURFACE AND UNDERGROUND MARKS ARE
 FE2284'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FE2284'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2284'NO. 1 IS ACROSS SIDE ROAD FROM STATION, 14 FEET NORTH OF DOUBLE
 FE2284'14-INCH OAK TREE, 18 FEET NORTH-NORTHEAST OF CENTER LINE
 FE2284'OF MAIN ROAD, AND 88.48 FEET FROM STATION S 68 DEG 03 MIN E.
 FE2284'NO. 2 IS 12 FEET SOUTH OF CENTER LINE OF MAIN ROAD, 25 FEET EAST
 FE2284'OF 10-INCH OAK TREE, 55 FEET NORTH-NORTHEAST OF 20-INCH OAK TREE, AND
 FE2284'69.08 FEET FROM STATION. AZIMUTH MARK IS
 FE2284'6 YARDS NORTHWEST OF CENTER LINE OF ROAD LEADING TO STATION, 16
 FE2284'YARDS SOUTHWEST OF JUNCTION OF DIM SIDE ROAD ON NORTHEAST SIDE OF
 FE2284'ROAD, 12 YARDS NORTHEAST OF 20-INCH WALNUT TREE, AND 0.2 MILE FROM
 FE2284'STATION S 31 DEG 29 MIN E.
 FE2284
 FE2284                          STATION RECOVERY (1972)
 FE2284
 FE2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2284'THE STATION MARK AND RM NO. 2 WERE FOUND IN APPARENT GOOD CONDITION.
 FE2284'THE CONCRETE MONUMENT FOR RM NO. 1 WAS FOUND COMPLETELY
 FE2284'UPROOTED AND WITH THE DISK GONE. A COMPLETE AND THOROUGH SEARCH WAS
 FE2284'MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND. IT WOULD FALL
 FE2284'IN THE SHOULDER OF THE NEW HIGHWAY ACCORDING TO THE ANGLE FROM R. M.
 FE2284'NO. 2 AND IS DEFINITELY THOUGHT DESTROYED. THE CONCRETE MONUMENT
 FE2284'FOR REFERENCE MARK NO. 2, ALTHOUGH FIRM IN THE GROUND, WOULD SOON BE
 FE2284'LOST TO EROSION. THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION
 FE2284'AND REFERENCE MARK NO. 2 DID NOT CHECK THE 1934 MEASURED DISTANCE
 FE2284'BY MINUS 0.18 OF A FOOT. TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE
 FE2284'ESTABLISHED THIS DATE, AND THE HORIZONTAL ANGLE OBSERVED BETWEEN
 FE2284'REFERENCE MARK NO. 2 AND THE NEWLY SET MARKS. AFTER THE WORK WAS
 FE2284'COMPLETED THE ORIGINAL REFERENCE MARK NO. 2 WAS DESTROYED AND
 FE2284'THE DISK REMOVED.
 FE2284'
 FE2284'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2284'
 FE2284'THE STATION IS LOCATED ALONG THE NORTHEAST RIGHT-OF-WAY OF COUNTY
 FE2284'ROAD S 8198 (1) ABOUT 6 MILES EAST OF BOLIVAR.
 FE2284'
 FE2284'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE HARDEMAN COUNTY
 FE2284'COURTHOUSE SQUARE IN BOLIVAR, GO EASTERLY ON U.S.  HIGHWAY 64 FOR 5.9
 FE2284'MILES TO COUNTY ROAD S 8198 (1) ON THE LEFT AND LARGE SIGN WALNUT
 FE2284'GROVE BAPTIST CHURCH.  HERE TURN LEFT ON COUNTY ROAD S 8198 AND GO
 FE2284'NORTH-NORTHWESTERLY FOR 0.45 OF A MILE TO THE WALNUT GROVE BAPTIST
 FE2284'CHURCH ON THE RIGHT AND A CEMETERY ON THE LEFT. CONTINUE NORTH AND
 FE2284'NORTHWESTERLY ON COUNTY ROAD S 8198 FOR 0.95 OF A MILE TO THE STATION
 FE2284'ON THE RIGHT ATOP A LOW BANK AS DESCRIBED.
 FE2284'
 FE2284'THE STATION IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY
 FE2284'ROAD S 8198 (1), 25 FEET SOUTHEAST OF A 10-INCH PINE TREE, 21
 FE2284'FEET WEST-NORTHWEST OF A 10-INCH PINE TREE, 1.0 FOOT SOUTHEAST OF A
 FE2284'METAL WITNESS POST AND SIGN, 0.5 OF A FOOT SOUTHWEST OF A WOVEN WIRE
 FE2284'FENCE, ATOP A LOW BANK ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND
 FE2284'AT THE SOUTHWEST EDGE OF THE WOODS. IT IS A STANDARD DISK SET IN
 FE2284'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 FE2284'AND THE DISK IS STAMPED WALNUT 1934.
 FE2284'
 FE2284'REFERENCE MARK NO. 3 IS 45 FEET SOUTHEAST OF A 10-INCH PINE TREE, 33
 FE2284'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE COUNTY ROAD, 1.0
 FE2284'FOOT SOUTHWEST OF A WOVEN WIRE FENCE, AND ABOUT 4 FEET BELOW THE
 FE2284'ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 FE2284'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FE2284'THE DISK IS STAMPED WALNUT 1934 NO 3 1972.
 FE2284'
 FE2284'REFERENCE MARK NO. 4 IS 29 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FE2284'OF THE COUNTY ROAD, 7 FEET SOUTHEAST OF A 14-INCH PINE TREE, 1.0
 FE2284'FOOT SOUTHWEST OF A WOVEN WIRE FENCE, ATOP A LOW BANK ABOUT 2 FEET
 FE2284'ABOVE THE LEVEL OF THE ROAD, AND AT THE SOUTHWEST EDGE OF THE
 FE2284'WOODS. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 FE2284'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 FE2284'STAMPED WALNUT 1934 NO 4 1972.
 FE2284'
 FE2284'DUE TO TERRAIN AND HEAVY BRUSH, NO EFFORT WAS MADE TO MEASURE BETWEEN
 FE2284'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4, AS THEY WERE CLOSE TO
 FE2284'BEING IN A STRAIGHT LINE ACROSS THE STATION.
 FE2284'
 FE2284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES EAST
 FE2284'OF BOLIVAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1710 ***********************************************************************
 GB1710  DESIGNATION -  WALNUT AZ MK
 GB1710  PID         -  GB1710
 GB1710  STATE/COUNTY-  TN/PUTNAM
 GB1710  USGS QUAD   -  MONTEREY (1981)
 GB1710
 GB1710                         *CURRENT SURVEY CONTROL
 GB1710  ___________________________________________________________________
 GB1710* NAD 83(1986)-  36 07 57.     (N)    085 20 21.     (W)     SCALED    
 GB1710* NAVD 88     -       567.673  (meters)    1862.44   (feet)  ADJUSTED  
 GB1710  ___________________________________________________________________
 GB1710  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB1710  DYNAMIC HT  -         567.149 (meters)    1860.72  (feet)  COMP
 GB1710  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GB1710
 GB1710  VERT ORDER  -  SECOND    CLASS 0
 GB1710
 GB1710.The horizontal coordinates were scaled from a topographic map and have
 GB1710.an estimated accuracy of +/- 6 seconds.
 GB1710
 GB1710.The orthometric height was determined by differential leveling
 GB1710.and adjusted by the National Geodetic Survey in June 1991..
 GB1710
 GB1710.The geoid height was determined by GEOID03.
 GB1710
 GB1710.The dynamic height is computed by dividing the NAVD 88
 GB1710.geopotential number by the normal gravity value computed on the
 GB1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1710.degrees latitude (g = 980.6199 gals.).
 GB1710
 GB1710.The modeled gravity was interpolated from observed gravity values.
 GB1710
 GB1710;                    North         East    Units  Estimated Accuracy
 GB1710;SPC TN       -   199,820.      659,480.      MT  (+/- 180 meters Scaled)
 GB1710
 GB1710                          SUPERSEDED SURVEY CONTROL
 GB1710
 GB1710  NGVD 29 (??/??/92)  567.702  (m)         1862.54   (f) ADJ UNCH    2 0
 GB1710
 GB1710.Superseded values are not recommended for survey control.
 GB1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1710.See file dsdata.txt to determine how the superseded data were derived.
 GB1710
 GB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE494999(NAD 83)
 GB1710_MARKER: DZ = AZIMUTH MARK DISK
 GB1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1710_STAMPING: WALNUT 1960
 GB1710_MARK LOGO: CGS   
 GB1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1710+STABILITY: SURFACE MOTION
 GB1710
 GB1710  HISTORY     - Date     Condition        Report By
 GB1710  HISTORY     - 1960     MONUMENTED       CGS
 GB1710
 GB1710                          STATION DESCRIPTION
 GB1710
 GB1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1710'4.6 MI W FROM MONTEREY.
 GB1710'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1710'STATE HIGHWAY 84, THEN 4.35 MILES WEST ON U.S. HIGHWAY 70N.  THE
 GB1710'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE WALNUT RIDGE SCHOOL,
 GB1710'24 FT. NORTH OF THE CENTER OF U.S. HIGHWAY 70N, 2 FT. EAST OF A
 GB1710'POWER LINE POLE, AND 2.1 FT. EAST OF A WITNESS SIGN.  THE DISK
 GB1710'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 GB1710'OF THE GROUND, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1470 ***********************************************************************
 FE1470  DESIGNATION -  WALNUT AZ MK
 FE1470  PID         -  FE1470
 FE1470  STATE/COUNTY-  TN/SHELBY
 FE1470  USGS QUAD   -  ELLENDALE (1993)
 FE1470
 FE1470                         *CURRENT SURVEY CONTROL
 FE1470  ___________________________________________________________________
 FE1470* NAD 83(1995)-  35 07 52.96011(N)    089 51 56.34251(W)     ADJUSTED  
 FE1470* NAVD 88     -        89.730  (meters)     294.39   (feet)  ADJUSTED  
 FE1470  ___________________________________________________________________
 FE1470  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FE1470  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1470  DYNAMIC HT  -          89.648 (meters)     294.12  (feet)  COMP
 FE1470  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 FE1470
 FE1470  HORZ ORDER  -  SECOND
 FE1470  VERT ORDER  -  SECOND    CLASS 0
 FE1470
 FE1470.The horizontal coordinates were established by classical geodetic methods
 FE1470.and adjusted by the National Geodetic Survey in April 1999..
 FE1470
 FE1470.The orthometric height was determined by differential leveling
 FE1470.and adjusted by the National Geodetic Survey in June 1991..
 FE1470
 FE1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1470
 FE1470.The geoid height was determined by GEOID03.
 FE1470
 FE1470.The dynamic height is computed by dividing the NAVD 88
 FE1470.geopotential number by the normal gravity value computed on the
 FE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1470.degrees latitude (g = 980.6199 gals.).
 FE1470
 FE1470.The modeled gravity was interpolated from observed gravity values.
 FE1470
 FE1470;                    North         East     Units Scale Factor Converg.
 FE1470;SPC TN       -    95,501.368   247,760.270   MT  1.00002305   -2 15 47.2
 FE1470;SPC TN       -   313,324.07    812,860.15   sFT  1.00002305   -2 15 47.2
 FE1470;UTM  16      - 3,891,371.970   238,886.214   MT  1.00044036   -1 38 59.9
 FE1470
 FE1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1470!SPC TN       -   0.99999022  x   1.00002305  =   1.00001327
 FE1470!UTM  16      -   0.99999022  x   1.00044036  =   1.00043057
 FE1470
 FE1470                          SUPERSEDED SURVEY CONTROL
 FE1470
 FE1470  NAD 83(1995)-  35 07 52.96300(N)    089 51 56.34085(W) AD(       ) 2
 FE1470  NAD 83(1995)-  35 07 52.96525(N)    089 51 56.34175(W) AD(       ) 2
 FE1470  NAD 83(1986)-  35 07 52.97051(N)    089 51 56.34292(W) AD(       ) 2
 FE1470  NAD 27      -  35 07 52.64730(N)    089 51 56.03310(W) AD(       ) 2
 FE1470  NGVD 29 (??/??/??)   89.706  (m)          294.31   (f) ADJUSTED    2 0
 FE1470
 FE1470.Superseded values are not recommended for survey control.
 FE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1470.See file dsdata.txt to determine how the superseded data were derived.
 FE1470
 FE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3888691372(NAD 83)
 FE1470_MARKER: DZ = AZIMUTH MARK DISK
 FE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1470_STAMPING: WALNUT 1959
 FE1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1470+STABILITY: SURFACE MOTION
 FE1470
 FE1470  HISTORY     - Date     Condition        Report By
 FE1470  HISTORY     - 1959     MONUMENTED       CGS
 FE1470  HISTORY     - 1959     GOOD             CGS
 FE1470  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE1470
 FE1470                          STATION DESCRIPTION
 FE1470
 FE1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1470'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF THE CENTER OF THE
 FE1470'CITY OF MEMPHIS AND ABOUT 3/4 MILE SOUTHWEST OF WOLF RIVER, ON
 FE1470'PROPERTY OWNED BY MRS. S.W. JONES.
 FE1470'
 FE1470'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 (SUMMER
 FE1470'AVENUE) AND WHITE STATION ROAD, JUST EAST OF THE CITY LIMITS IN
 FE1470'MEMPHIS, GO SOUTH ON WHITE STATION ROAD FOR 1.2 MILES, TURN LEFT ONTO
 FE1470'RICH ROAD AND GO EAST FOR 0.7 MILE, TURN RIGHT ONTO YATES ROAD AND GO
 FE1470'SOUTH FOR 0.25 MILE, TURN LEFT ONTO WALNUT GROVE ROAD AND GO EAST FOR
 FE1470'0.2 MILE, TURN RIGHT AND GO SOUTH FOR 0.05 MILE, TURN LEFT INTO A
 FE1470'DRIVEWAY AND GO EAST FOR 0.05 MILE TO A WITNESS SIGN ON THE RIGHT,
 FE1470'SOUTH SIDE AND STATION WALNUT.
 FE1470'
 FE1470'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE TRACK ROAD
 FE1470'EASTERLY FOR 0.35 MILE TO A SMALL OPENING IN THE TREES.  TURN
 FE1470'LEFT OFF THE TRACK ROAD AND GO NORTHEAST CROSS COUNTRY FOR 0.1 MILE
 FE1470'TO A WITNESS SIGN AND THE AZIMUTH MARK.
 FE1470'
 FE1470'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WALNUT 1959 SET IN TOP OF
 FE1470'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 FE1470'ABOVE THE GROUND.  IT IS ABOUT 200 FEET NORTH OF A TRACK ROAD AND 4
 FE1470'FEET SOUTHWEST OF A WITNESS SIGN.  A TRAVERSE CONNECTION WAS MADE TO
 FE1470'THE AZIMUTH MARK.
 FE1470
 FE1470                          STATION RECOVERY (1959)
 FE1470
 FE1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1470'IN MEMPHIS.
 FE1470'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE TRACK
 FE1470'ROAD EASTERLY FOR 0.35 MILE TO A SMALL OPENING IN THE TREES.
 FE1470'TURN LEFT OFF THE TRACK ROAD AND GO NORTHEAST CROSS COUNTRY FOR
 FE1470'0.1 MILE TO A WITNESS SIGN AND THE AZIMUTH MARK.  IT IS ABOUT
 FE1470'200 FT. NORTH OF A TRACK ROAD, 4 FT. SOUTHWEST OF A WITNESS
 FE1470'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1470
 FE1470                          STATION RECOVERY (2002)
 FE1470
 FE1470'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1470'SUSPECTED DESTROYED DUE TO I 240 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2534 ***********************************************************************
 GB2534  DESIGNATION -  WALNUT LOOKOUT TOWER NC 5
 GB2534  PID         -  GB2534
 GB2534  STATE/COUNTY-  TN/CAMPBELL
 GB2534  USGS QUAD   -  IVYDELL (1973)
 GB2534
 GB2534                         *CURRENT SURVEY CONTROL
 GB2534  ___________________________________________________________________
 GB2534* NAD 83(1995)-  36 24 34.92062(N)    084 10 32.77858(W)     ADJUSTED  
 GB2534* NAVD 88     -       862.     (meters)    2828.     (feet)  SCALED    
 GB2534  ___________________________________________________________________
 GB2534  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 GB2534  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB2534
 GB2534  HORZ ORDER  -  SECOND
 GB2534
 GB2534.The horizontal coordinates were established by classical geodetic methods
 GB2534.and adjusted by the National Geodetic Survey in April 1999..
 GB2534
 GB2534.The orthometric height was scaled from a topographic map.
 GB2534
 GB2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2534
 GB2534.The geoid height was determined by GEOID03.
 GB2534
 GB2534;                    North         East     Units Scale Factor Converg.
 GB2534;SPC TN       -   231,900.530   763,614.501   MT  0.99999877   +1 04 04.7
 GB2534;SPC TN       -   760,826.99  2,505,291.91   sFT  0.99999877   +1 04 04.7
 GB2534;UTM  16      - 4,033,098.203   753,248.421   MT  1.00039026   +1 40 38.0
 GB2534
 GB2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2534!SPC TN       -   0.99986942  x   0.99999877  =   0.99986819
 GB2534!UTM  16      -   0.99986942  x   1.00039026  =   1.00025962
 GB2534
 GB2534                          SUPERSEDED SURVEY CONTROL
 GB2534
 GB2534  NAD 83(1995)-  36 24 34.92201(N)    084 10 32.78146(W) AD(       ) 2
 GB2534  NAD 83(1995)-  36 24 34.92819(N)    084 10 32.78289(W) AD(       ) 2
 GB2534  NAD 83(1986)-  36 24 34.93163(N)    084 10 32.78031(W) AD(       ) 2
 GB2534  NAD 27      -  36 24 34.63480(N)    084 10 33.04200(W) AD(       ) 2
 GB2534
 GB2534.Superseded values are not recommended for survey control.
 GB2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2534.See file dsdata.txt to determine how the superseded data were derived.
 GB2534
 GB2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5324833098(NAD 83)
 GB2534_MARKER: 57 = LOOKOUT TOWER
 GB2534
 GB2534  HISTORY     - Date     Condition        Report By
 GB2534  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2534
 GB2534                          STATION DESCRIPTION
 GB2534
 GB2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2534'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ROYAL BLUE, ABOUT
 GB2534'3.5 MILES NORTHWEST
 GB2534'OF LA FOLLETTE, AND NEAR THE SUMMIT OF A MOUNTAIN
 GB2534'LOCALLY KNOWN AS WALNUT MOUNTAIN.
 GB2534'THE LOOKOUT TOWER IS ABOUT 80 FEET
 GB2534'IN HEIGHT WITH A GLASS ENCLOSED CABIN ON ITS TOP.  IT
 GB2534'IS A FOUR
 GB2534'LEGGED STEEL STRUCTURE, AND IS LOCATED ON THE PROPERTY OF THE
 GB2534'TENNESSEE FORESTRY
 GB2534'SERVICE.
 GB2534'
 GB2534'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25 AND STATE
 GB2534'ROUTE 63 IN LA FOLLETTE,
 GB2534'GO NORTHERLY ON U.  S.  HIGHWAY 25W FOR 1.1 MILES TO
 GB2534'A SIDE ROAD ON THE LEFT.  THERE IS
 GB2534'A SIGN ON THE RIGHT WHICH READS,
 GB2534'FIRE TOWER.  TURN LEFT, WEST, AND GO 0.1 MILE TO A T
 GB2534'ROAD LEFT THAT
 GB2534'IS JUST AFTER PASSING UNDER A RAILROAD OVERPASS.  PROCEED STRAIGHT
 GB2534'AHEAD FOR 0.2 MILE
 GB2534'TO A ROAD FORK, TURN LEFT AND GO 2.0 MILES TO
 GB2534'ANOTHER FORK, TURN LEFT AND GO 0.6
 GB2534'MILE TO A T JUNCTION IN THE SADDLE
 GB2534'OF MOUNTAINS.  TURN LEFT AND GO 0.35 MILE TO A ROAD
 GB2534'FORK, TURN RIGHT
 GB2534'AND GO 0.35 MILE TO ANOTHER ROAD FORK, TURN LEFT AND GO 0.9 MILE TO A
 GB2534'THREE WAY ROAD.
 GB2534'PROCEED ON THE MIDDLE ROAD WHICH PASSES OVER A SMALL
 GB2534'WOODEN BRIDGE AND GO 0.1 MILE TO
 GB2534'THE RESIDENCE OF THE LOOKOUT TOWER
 GB2534'ATTENDANT.  HERE PACK SOUTH UP THE HILL FOR ABOUT
 GB2534'150 YARDS TO THE
 GB2534'STATION AS DESCRIBED.
 GB2534'
 GB2534'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION WALNUT.  THE POINT
 GB2534'OF INTERSECTION WAS A
 GB2534'CROSS ATOP AN ANGLE IRON STAKE THAT INTERSECTED
 GB2534'THE FOUR LEGS OF THE TOWER.  DISTANCE
 GB2534'15.28 FEET (4.657 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1471 ***********************************************************************
 FE1471  DESIGNATION -  WALNUT RM 1
 FE1471  PID         -  FE1471
 FE1471  STATE/COUNTY-  TN/SHELBY
 FE1471  USGS QUAD   -  ELLENDALE (1993)
 FE1471
 FE1471                         *CURRENT SURVEY CONTROL
 FE1471  ___________________________________________________________________
 FE1471* NAD 83(1986)-  35 07 50.     (N)    089 52 14.     (W)     SCALED    
 FE1471* NAVD 88     -        98.184  (meters)     322.13   (feet)  ADJUSTED  
 FE1471  ___________________________________________________________________
 FE1471  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1471  DYNAMIC HT  -          98.094 (meters)     321.83  (feet)  COMP
 FE1471  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 FE1471
 FE1471  VERT ORDER  -  SECOND    CLASS 0
 FE1471
 FE1471.The horizontal coordinates were scaled from a topographic map and have
 FE1471.an estimated accuracy of +/- 6 seconds.
 FE1471
 FE1471.The orthometric height was determined by differential leveling
 FE1471.and adjusted by the National Geodetic Survey in June 1991..
 FE1471
 FE1471.The geoid height was determined by GEOID03.
 FE1471
 FE1471.The dynamic height is computed by dividing the NAVD 88
 FE1471.geopotential number by the normal gravity value computed on the
 FE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1471.degrees latitude (g = 980.6199 gals.).
 FE1471
 FE1471.The modeled gravity was interpolated from observed gravity values.
 FE1471
 FE1471;                    North         East    Units  Estimated Accuracy
 FE1471;SPC TN       -    95,430.      247,310.      MT  (+/- 180 meters Scaled)
 FE1471
 FE1471                          SUPERSEDED SURVEY CONTROL
 FE1471
 FE1471  NGVD 29 (??/??/??)   98.159  (m)          322.04   (f) ADJUSTED    2 0
 FE1471
 FE1471.Superseded values are not recommended for survey control.
 FE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1471.See file dsdata.txt to determine how the superseded data were derived.
 FE1471
 FE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD384912(NAD 83)
 FE1471_MARKER: DR = REFERENCE MARK DISK
 FE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1471_STAMPING: WALNUT NO 1 1959
 FE1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1471+STABILITY: SURFACE MOTION
 FE1471
 FE1471  HISTORY     - Date     Condition        Report By
 FE1471  HISTORY     - 1959     MONUMENTED       CGS
 FE1471  HISTORY     - 1959     GOOD             CGS
 FE1471
 FE1471                          STATION DESCRIPTION
 FE1471
 FE1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1471'IN MEMPHIS.
 FE1471'THIS MARK IS LOCATED AT THE STATION SITE, 61.2 FT.
 FE1471'SOUTH-SOUTHWEST OF THE STATION MARK, 15 FT. WEST-NORTHWEST OF
 FE1471'A SMALL OAK TREE, A DISK SET IN TOP OF A CORNER POST SET FLUSH
 FE1471'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1711 ***********************************************************************
 GB1711  DESIGNATION -  WALNUT RM 1
 GB1711  PID         -  GB1711
 GB1711  STATE/COUNTY-  TN/PUTNAM
 GB1711  USGS QUAD   -  MONTEREY (1981)
 GB1711
 GB1711                         *CURRENT SURVEY CONTROL
 GB1711  ___________________________________________________________________
 GB1711* NAD 83(1986)-  36 08 09.     (N)    085 20 10.     (W)     SCALED    
 GB1711* NAVD 88     -       570.929  (meters)    1873.12   (feet)  ADJUSTED  
 GB1711  ___________________________________________________________________
 GB1711  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1711  DYNAMIC HT  -         570.400 (meters)    1871.39  (feet)  COMP
 GB1711  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 GB1711
 GB1711  VERT ORDER  -  SECOND    CLASS 0
 GB1711
 GB1711.The horizontal coordinates were scaled from a topographic map and have
 GB1711.an estimated accuracy of +/- 6 seconds.
 GB1711
 GB1711.The orthometric height was determined by differential leveling
 GB1711.and adjusted by the National Geodetic Survey in June 1991..
 GB1711
 GB1711.The geoid height was determined by GEOID03.
 GB1711
 GB1711.The dynamic height is computed by dividing the NAVD 88
 GB1711.geopotential number by the normal gravity value computed on the
 GB1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1711.degrees latitude (g = 980.6199 gals.).
 GB1711
 GB1711.The modeled gravity was interpolated from observed gravity values.
 GB1711
 GB1711;                    North         East    Units  Estimated Accuracy
 GB1711;SPC TN       -   200,190.      659,750.      MT  (+/- 180 meters Scaled)
 GB1711
 GB1711                          SUPERSEDED SURVEY CONTROL
 GB1711
 GB1711  NGVD 29 (??/??/92)  570.956  (m)         1873.21   (f) ADJ UNCH    2 0
 GB1711
 GB1711.Superseded values are not recommended for survey control.
 GB1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1711.See file dsdata.txt to determine how the superseded data were derived.
 GB1711
 GB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF497002(NAD 83)
 GB1711_MARKER: DR = REFERENCE MARK DISK
 GB1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1711_STAMPING: WALNUT NO 1 1960
 GB1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1711+STABILITY: SURFACE MOTION
 GB1711
 GB1711  HISTORY     - Date     Condition        Report By
 GB1711  HISTORY     - 1960     MONUMENTED       CGS
 GB1711
 GB1711                          STATION DESCRIPTION
 GB1711
 GB1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1711'4.6 MI W FROM MONTEREY.
 GB1711'THIS MARK IS LOCATED AT THE WALNUT 1960 STATION, 61 FT. NORTHEAST
 GB1711'OF THE STATION MARK AND 6 FT. WEST OF A 10-INCH PINE TREE.  THE
 GB1711'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1711'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1469 ***********************************************************************
 FE1469  DESIGNATION -  WALNUT RM 2
 FE1469  PID         -  FE1469
 FE1469  STATE/COUNTY-  TN/SHELBY
 FE1469  USGS QUAD   -  ELLENDALE (1993)
 FE1469
 FE1469                         *CURRENT SURVEY CONTROL
 FE1469  ___________________________________________________________________
 FE1469* NAD 83(1986)-  35 07 50.     (N)    089 52 14.     (W)     SCALED    
 FE1469* NAVD 88     -        98.127  (meters)     321.94   (feet)  ADJUSTED  
 FE1469  ___________________________________________________________________
 FE1469  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1469  DYNAMIC HT  -          98.037 (meters)     321.64  (feet)  COMP
 FE1469  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 FE1469
 FE1469  VERT ORDER  -  SECOND    CLASS 0
 FE1469
 FE1469.The horizontal coordinates were scaled from a topographic map and have
 FE1469.an estimated accuracy of +/- 6 seconds.
 FE1469
 FE1469.The orthometric height was determined by differential leveling
 FE1469.and adjusted by the National Geodetic Survey in June 1991..
 FE1469
 FE1469.The geoid height was determined by GEOID03.
 FE1469
 FE1469.The dynamic height is computed by dividing the NAVD 88
 FE1469.geopotential number by the normal gravity value computed on the
 FE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1469.degrees latitude (g = 980.6199 gals.).
 FE1469
 FE1469.The modeled gravity was interpolated from observed gravity values.
 FE1469
 FE1469;                    North         East    Units  Estimated Accuracy
 FE1469;SPC TN       -    95,430.      247,310.      MT  (+/- 180 meters Scaled)
 FE1469
 FE1469                          SUPERSEDED SURVEY CONTROL
 FE1469
 FE1469  NGVD 29 (??/??/??)   98.102  (m)          321.86   (f) ADJUSTED    2 0
 FE1469
 FE1469.Superseded values are not recommended for survey control.
 FE1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1469.See file dsdata.txt to determine how the superseded data were derived.
 FE1469
 FE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD384912(NAD 83)
 FE1469_MARKER: DR = REFERENCE MARK DISK
 FE1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1469_STAMPING: WALNUT NO 2 1959
 FE1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1469+STABILITY: SURFACE MOTION
 FE1469
 FE1469  HISTORY     - Date     Condition        Report By
 FE1469  HISTORY     - 1959     MONUMENTED       CGS
 FE1469  HISTORY     - 1959     GOOD             CGS
 FE1469
 FE1469                          STATION DESCRIPTION
 FE1469
 FE1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1469'IN MEMPHIS.
 FE1469'THIS MARK IS LOCATED AT THE STATION SITE, 67.5 FT. NORTHWEST
 FE1469'OF THE STATION MARK, 13 FT. NORTH-NORTHWEST OF THE CENTER OF THE
 FE1469'TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1
 FE1469'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1713 ***********************************************************************
 GB1713  DESIGNATION -  WALNUT RM 2
 GB1713  PID         -  GB1713
 GB1713  STATE/COUNTY-  TN/PUTNAM
 GB1713  USGS QUAD   -  MONTEREY (1981)
 GB1713
 GB1713                         *CURRENT SURVEY CONTROL
 GB1713  ___________________________________________________________________
 GB1713* NAD 83(1986)-  36 08 09.     (N)    085 20 10.     (W)     SCALED    
 GB1713* NAVD 88     -       571.642  (meters)    1875.46   (feet)  ADJUSTED  
 GB1713  ___________________________________________________________________
 GB1713  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1713  DYNAMIC HT  -         571.112 (meters)    1873.72  (feet)  COMP
 GB1713  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 GB1713
 GB1713  VERT ORDER  -  SECOND    CLASS 0
 GB1713
 GB1713.The horizontal coordinates were scaled from a topographic map and have
 GB1713.an estimated accuracy of +/- 6 seconds.
 GB1713
 GB1713.The orthometric height was determined by differential leveling
 GB1713.and adjusted by the National Geodetic Survey in June 1991..
 GB1713
 GB1713.The geoid height was determined by GEOID03.
 GB1713
 GB1713.The dynamic height is computed by dividing the NAVD 88
 GB1713.geopotential number by the normal gravity value computed on the
 GB1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1713.degrees latitude (g = 980.6199 gals.).
 GB1713
 GB1713.The modeled gravity was interpolated from observed gravity values.
 GB1713
 GB1713;                    North         East    Units  Estimated Accuracy
 GB1713;SPC TN       -   200,190.      659,750.      MT  (+/- 180 meters Scaled)
 GB1713
 GB1713                          SUPERSEDED SURVEY CONTROL
 GB1713
 GB1713  NGVD 29 (??/??/92)  571.669  (m)         1875.55   (f) ADJ UNCH    2 0
 GB1713
 GB1713.Superseded values are not recommended for survey control.
 GB1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1713.See file dsdata.txt to determine how the superseded data were derived.
 GB1713
 GB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF497002(NAD 83)
 GB1713_MARKER: DR = REFERENCE MARK DISK
 GB1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1713_STAMPING: WALNUT NO 2 1960
 GB1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1713+STABILITY: SURFACE MOTION
 GB1713
 GB1713  HISTORY     - Date     Condition        Report By
 GB1713  HISTORY     - 1960     MONUMENTED       CGS
 GB1713
 GB1713                          STATION DESCRIPTION
 GB1713
 GB1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1713'4.6 MI W FROM MONTEREY.
 GB1713'THIS MARK IS LOCATED AT THE WALNUT 1960 STATION SITE, 46 FT.
 GB1713'SOUTHWEST OF THE STATION MARK AND 33 FT. SOUTHWEST OF A
 GB1713'TRIANGULAR BLAZED TREE.  THE DISK IS SET IN TOP OF A CONCRETE
 GB1713'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3387 ***********************************************************************
 GA3387  CBN         -  This is a Cooperative Base Network Control Station.
 GA3387  DESIGNATION -  WALTERS
 GA3387  PID         -  GA3387
 GA3387  STATE/COUNTY-  TN/WASHINGTON
 GA3387  USGS QUAD   -  JONESBOROUGH (1968)
 GA3387
 GA3387                         *CURRENT SURVEY CONTROL
 GA3387  ___________________________________________________________________
 GA3387* NAD 83(1995)-  36 19 19.29762(N)    082 29 30.10268(W)     ADJUSTED  
 GA3387* NAVD 88     -       606.0    (meters)    1988.     (feet)  VERTCON   
 GA3387  ___________________________________________________________________
 GA3387  X           -     672,345.935 (meters)                     COMP
 GA3387  Y           -  -5,101,260.576 (meters)                     COMP
 GA3387  Z           -   3,757,381.254 (meters)                     COMP
 GA3387  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GA3387  ELLIP HEIGHT-         574.58  (meters)          (04/12/99) GPS OBS
 GA3387  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3387
 GA3387  HORZ ORDER  -  B
 GA3387  ELLP ORDER  -  FOURTH    CLASS I
 GA3387
 GA3387.The horizontal coordinates were established by GPS observations
 GA3387.and adjusted by the National Geodetic Survey in April 1999..
 GA3387
 GA3387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3387
 GA3387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3387
 GA3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3387
 GA3387.The ellipsoidal height was determined by GPS observations
 GA3387.and is referenced to NAD 83.
 GA3387
 GA3387.The geoid height was determined by GEOID03.
 GA3387
 GA3387;                    North         East     Units Scale Factor Converg.
 GA3387;SPC TN       -   226,292.810   914,958.353   MT  0.99998458   +2 03 14.0
 GA3387;SPC TN       -   742,428.99  3,001,825.86   sFT  0.99998458   +2 03 14.0
 GA3387;UTM  17      - 4,020,699.500   366,101.216   MT  0.99982090   -0 53 01.3
 GA3387
 GA3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3387!SPC TN       -   0.99990983  x   0.99998458  =   0.99989441
 GA3387!UTM  17      -   0.99990983  x   0.99982090  =   0.99973075
 GA3387
 GA3387:                Primary Azimuth Mark                     Grid Az
 GA3387:SPC TN       -  WALTERS AZ MK                            120 22 03.1
 GA3387:UTM  17      -  WALTERS AZ MK                            123 18 18.4
 GA3387
 GA3387|---------------------------------------------------------------------|
 GA3387| PID    Reference Object                     Distance      Geod. Az  |
 GA3387|                                                           dddmmss.s |
 GA3387| DC2720 WALTERS AZ MK                                      1222517.1 |
 GA3387| DC2722 WALTERS RM 2                        113.489 METERS 21647     |
 GA3387| DC2721 WALTERS RM 1                         36.216 METERS 31451     |
 GA3387|---------------------------------------------------------------------|
 GA3387
 GA3387                          SUPERSEDED SURVEY CONTROL
 GA3387
 GA3387  NAD 83(1995)-  36 19 19.30039(N)    082 29 30.10878(W) AD(       ) B
 GA3387  ELLIP H (09/07/90)  574.42   (m)                       GP(       ) 4 1
 GA3387  NAD 83(1986)-  36 19 19.30599(N)    082 29 30.11426(W) AD(       ) 2
 GA3387  NAD 27      -  36 19 18.92800(N)    082 29 30.58100(W) AD(       ) 2
 GA3387  NGVD 29 (09/07/90)  606.2    (m)         1989.     (f) GPS OBS        
 GA3387
 GA3387.Superseded values are not recommended for survey control.
 GA3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3387.See file dsdata.txt to determine how the superseded data were derived.
 GA3387
 GA3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6610120699(NAD 83)
 GA3387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GA3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3387+STABILITY: SURFACE MOTION
 GA3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3387+SATELLITE: SATELLITE OBSERVATIONS - 1987
 GA3387
 GA3387  HISTORY     - Date     Condition        Report By
 GA3387  HISTORY     - 1934     MONUMENTED       CGS
 GA3387  HISTORY     - 1987     GOOD             AEROS
 GA3387
 GA3387                          STATION DESCRIPTION
 GA3387
 GA3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3387'ABOUT 2-1/4 MILES NORTH-NORTHWEST OF JONESBORO, ON PROPERTY OF
 GA3387'EARNEST WALTERS,
 GA3387'AND ON SUMMIT OF SMALL HILL ABOUT 0.5 MILE WEST OF
 GA3387'HIS HOUSE.  TO REACH FROM
 GA3387'JONESBORO, GO NORTHWEST FROM MAIN STREET ON
 GA3387'STEEP STREET NEAR COURTHOUSE, CONTINUE ON
 GA3387'GRAVEL ROAD ABOUT 2 MILES
 GA3387'TO WALTERS HOUSE, FOLLOW WINDING ROAD THROUGH BARNYARD 0.45
 GA3387'MILE TO END OF
 GA3387'TRUCK TRAVEL AT GATE IN FENCE, AND THEN GO 125 YARDS UP HILL
 GA3387'TO STATION SITE NEAR WEST
 GA3387'EDGE OF CULTIVATED FIELD, 370 FEET NORTH OF
 GA3387'SOUTH FENCE LINE, 118 FEET EAST OF WEST EDGE
 GA3387'OF FIELD, AND 125 YARDS
 GA3387'WEST OF GATE IN EAST FENCE.  SURFACE AND UNDERGROUND MARKS ARE
 GA3387'STANDARD
 GA3387'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 GA3387'ARE STANDARD REFERENCE
 GA3387'DISKS IN CONCRETE.  NO. 1 IS ON
 GA3387'WEST FENCE LINE, AT EAST EDGE OF WOODS,
 GA3387'AND 118.82 FEET (SLOPE
 GA3387'DISTANCE) FROM STATION N 45 DEG 09 MIN W.  NO. 2
 GA3387'IS ON SOUTH FENCE
 GA3387'LINE AND 372.34 FEET FROM STATION S 36 DEG 47 MIN W.
 GA3387'AZIMUTH MARK IS
 GA3387'STANDARD REFERENCE DISK IN CONCRETE,
 GA3387'45 FEET SOUTH OF FARM ROAD LEADING TO
 GA3387'STATION, ON WEST EDGE OF FENCED
 GA3387'PASTURE, WEST OF FENCE, AND ABOUT 0.2 MILE FROM STATION
 GA3387'S 57 DEG 35 MIN E.
 GA3387
 GA3387                          STATION RECOVERY (1987)
 GA3387
 GA3387'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GA3387'THE STATION WAS RECOVERED AT THIS DATE.
 GA3387'STATION WALTERS, RM 2, AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED.
 GA3387'A NEW TO REACH DESCRIPTION FOLLOWS.
 GA3387'
 GA3387'THE STATION IS LOCATED ABOUT 3.62 KM (2.25 MI)
 GA3387'NORTH-NORTHWEST OF JONESBOROUGH, ON THE PROPERTY OF EARL AND CAROLYN
 GA3387'MADDEN, AND ON THE SUMMIT OF A SMALL HILL 0.8 KM (0.5 MI) WEST OF
 GA3387'THEIR HOUSE.
 GA3387'OWNERSHIP--EARL AND CAROLYN MADDEN.
 GA3387'
 GA3387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND
 GA3387'CHEROKEE STREET ON THE WEST EDGE OF JONESBOROUGH GO
 GA3387'NORTH FOR 3.06 KM (1.9 MI) ON CHEROKEE STREET TO A GRAVEL DRIVE ON
 GA3387'THE LEFT.  FOLLOW THIS GRAVEL DRIVE 0.6 KM (0.4 MI) THROUGH TWO
 GA3387'UNLOCKED GATES TO THE END OF THE GRAVEL IN A COW PASTURE.  CONTINUE
 GA3387'THROUGH THE FIELD FOR 0.16 KM (0.1 MI) TO AN UNLOCKED GATE IN THE
 GA3387'NORTH-SOUTH FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE UP THE
 GA3387'HILL FOR 0.16 KM (0.1 MI) TO THE STATION.
 GA3387'
 GA3387'THE STATION IS A STANDARD NGS DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1480 ***********************************************************************
 GD1480  DESIGNATION -  WALTERS
 GD1480  PID         -  GD1480
 GD1480  STATE/COUNTY-  TN/HENRY
 GD1480  USGS QUAD   -  MANLEYVILLE (1986)
 GD1480
 GD1480                         *CURRENT SURVEY CONTROL
 GD1480  ___________________________________________________________________
 GD1480* NAD 83(1995)-  36 11 48.84932(N)    088 11 47.15351(W)     ADJUSTED  
 GD1480* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GD1480  ___________________________________________________________________
 GD1480  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GD1480  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1480
 GD1480  HORZ ORDER  -  SECOND
 GD1480
 GD1480.The horizontal coordinates were established by classical geodetic methods
 GD1480.and adjusted by the National Geodetic Survey in April 1999..
 GD1480
 GD1480.The orthometric height was scaled from a topographic map.
 GD1480
 GD1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1480
 GD1480.The geoid height was determined by GEOID03.
 GD1480
 GD1480;                    North         East     Units Scale Factor Converg.
 GD1480;SPC TN       -   208,979.601   402,477.928   MT  0.99996840   -1 17 09.2
 GD1480;SPC TN       -   685,627.24  1,320,463.00   sFT  0.99996840   -1 17 09.2
 GD1480;UTM  16      - 4,006,451.487   392,434.777   MT  0.99974256   -0 42 23.9
 GD1480
 GD1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1480!SPC TN       -   0.99997716  x   0.99996840  =   0.99994556
 GD1480!UTM  16      -   0.99997716  x   0.99974256  =   0.99971972
 GD1480
 GD1480:                Primary Azimuth Mark                     Grid Az
 GD1480:SPC TN       -  BRUCETON MUNICIPAL TANK                  194 47 56.2
 GD1480:UTM  16      -  BRUCETON MUNICIPAL TANK                  194 13 10.9
 GD1480
 GD1480|---------------------------------------------------------------------|
 GD1480| PID    Reference Object                     Distance      Geod. Az  |
 GD1480|                                                           dddmmss.s |
 GD1480| GD1477 BRUCETON MUNICIPAL TANK             APPROX.18.6 KM 1933047.0 |
 GD1480| CG5309 WALTERS RM 1                         40.051 METERS 20310     |
 GD1480| CG5308 WALTERS AZ MK                                      2754406.4 |
 GD1480| CG5310 WALTERS RM 2                         43.382 METERS 27649     |
 GD1480|---------------------------------------------------------------------|
 GD1480
 GD1480                          SUPERSEDED SURVEY CONTROL
 GD1480
 GD1480  NAD 83(1995)-  36 11 48.85307(N)    088 11 47.15817(W) AD(       ) 2
 GD1480  NAD 83(1995)-  36 11 48.85176(N)    088 11 47.16088(W) AD(       ) 2
 GD1480  NAD 83(1986)-  36 11 48.85851(N)    088 11 47.15420(W) AD(       ) 2
 GD1480  NAD 27      -  36 11 48.65200(N)    088 11 47.00700(W) AD(       ) 2
 GD1480
 GD1480.Superseded values are not recommended for survey control.
 GD1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1480.See file dsdata.txt to determine how the superseded data were derived.
 GD1480
 GD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF9243506451(NAD 83)
 GD1480_MARKER: DS = TRIANGULATION STATION DISK
 GD1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1480
 GD1480  HISTORY     - Date     Condition        Report By
 GD1480  HISTORY     - 1934     MONUMENTED       CGS
 GD1480  HISTORY     - 1954     GOOD             TVA
 GD1480  HISTORY     - 1968     GOOD             CGS
 GD1480  HISTORY     - 1971     GOOD             LOCENG
 GD1480  HISTORY     - 19910430 GOOD             USPSQD
 GD1480
 GD1480                          STATION DESCRIPTION
 GD1480
 GD1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1480'ABOUT 10 MILES SOUTHEAST OF PARIS, ON WEST SLOPE OF SMALL HILL, ON
 GD1480'PROPERTY OF MRS. DORA SMITH, 19 FEET WEST OF PROPERTY LINE OF J. R.
 GD1480'WALTERS, ABOUT 150 YARDS SOUTH OF RUNDELBERG ROAD, AND IN EAST EDGE
 GD1480'OF CLEARED FIELD.  TO REACH FROM JUNCTION OF U.S. ROUTE 70 AND STATE
 GD1480'ROUTE 69 IN CAMDEN, GO NORTH 5.7 MILES ON ROUTE 69 TO STONE
 GD1480'FILLING STATION OF J. P. RUSHING ON LEFT, TURN LEFT ONTO GRAVEL
 GD1480'ROAD AND GO 6.95 MILES, OR 2.5 MILES AFTER CROSSING BIG SANDY
 GD1480'RIVER, TO DIM ROAD LEFT JUST ACROSS ROAD FROM HOME OF RAYMOND
 GD1480'WALTERS, TURN RIGHT AND GO ABOUT 200 YARDS TO TOP OF HILL AND
 GD1480'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1480'DISK STATION MARKS IN CONCRETE.  REFERENCE AND
 GD1480'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1480'NO. 1 IS ON LINE BETWEEN STATION AND 24-INCH DEAD OAK TREE WHICH IS
 GD1480'AT NORTH EDGE OF ROAD, AND 131.4 FEET FROM STATION S 23 DEG 10 MIN W.
 GD1480'NO. 2 IS IN FIELD AND SLIGHTLY LOWER IN ELEVATION
 GD1480'THAN AND 142.33 FEET FROM STATION N 83 DEG 11 MIN W.  AZIMUTH
 GD1480'MARK IS 25 FEET NORTH OF CENTER LINE OF RUNDELBERG ROAD, 18 FEET
 GD1480'EAST OF CENTER OF ROAD TO C. C. FRENCH PROPERTY, AND 0.25 MILE
 GD1480'FROM STATION N 84 DEG 15 MIN W.  AZIMUTH FROM STATION
 GD1480'TO BRUCETON, MUNICIPAL WATER TANK BLACK, DISTANT 11.5 MILES, IS S 13
 GD1480'DEG 31 MIN W.
 GD1480
 GD1480                          STATION RECOVERY (1954)
 GD1480
 GD1480'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1954
 GD1480'STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 GD1480'DESCRIPTION ADEQUATE EXCEPT STATION IS 200 YARDS N OF REYNOLDSBURG
 GD1480'ROAD.  A SIGN WAS SET 1.0 FEET E OF STATION MARK.  SIGNS ALSO WERE
 GD1480'SET 1.0 FEET E OF REFERENCE MARKS 1 AND 2.  THE AZIMUTH MARK IS 30
 GD1480'FEET NE OF INTERSECTION OF CAMDEN-PARIS ROAD AND T-ROAD N TO R.
 GD1480'V.  SMITHS FARM.  A SIGN WAS SET 1.0 FEET N OF THE AZIMUTH MARK.
 GD1480
 GD1480                          STATION RECOVERY (1968)
 GD1480
 GD1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1480'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1480'DUE TO CHANGES IN ROADS AND IN THE PROPERTY OWNERSHIP, THE ORIGINAL
 GD1480'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1480'
 GD1480'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1480'
 GD1480'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF CAMDEN, 10 MILES
 GD1480'SOUTHEAST OF PARIS, AND ON THE WEST SLOPE OF A LOW HILL IN A BARN
 GD1480'LOT ON THE PROPERTY OF MR. BRUMMITT SMITH.
 GD1480'
 GD1480'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1480'ROUTE 69 AT THE SOUTHWEST CORNER OF THE BENTON COUNTY COURTHOUSE
 GD1480'SQUARE IN CAMDEN, GO NORTHERLY ON STATE ROUTE 69 FOR 5.7 MILES TO
 GD1480'COUNTY ROAD S 8041 ON THE LEFT AND A STONE BUILDING IN THE
 GD1480'SOUTHWEST ANGLE.  HERE TURN LEFT ON COUNTY ROAD S 8041 AND GO
 GD1480'NORTHWESTERLY FOR 3.2 MILES TO A CROSSROAD INTERSECTION WITH COUNTY
 GD1480'ROAD 8040 IN THE SMALL COMMUNITY OF WYLY.  CONTINUE NORTHWESTERLY
 GD1480'ON COUNTY ROAD S 8041 FOR 1.3 MI TO THE BIG SANDY RIVER BRIDGE AND
 GD1480'THE BENTON-HENRY COUNTY LINE, WHERE THE ROAD DESIGNATION CHANGES TO
 GD1480'S 8041 1.  HERE CONTINUE NORTHWESTERLY ON COUNTY ROAD S 8041 1 FOR
 GD1480'1.2 MILES TO A FORK, KEEP THE LEFT FORK AND CONTINUE NORTHWESTERLY
 GD1480'ON COUNTY ROAD S 8041 1 FOR 1.3 MILES TO A DRIVEWAY ON THE RIGHT
 GD1480'LEADING INTO THE BRUMMITT SMITH FARM HOME.  TURN RIGHT ON THIS
 GD1480'DRIVEWAY AND GO NORTH ABOUT 0.1 OF A MILE TO THE BRICK HOME ON THE
 GD1480'LEFT AND THE STATION ABOUT 200 FEET NORTHEAST IN A BARN LOT AS
 GD1480'DESCRIBED.
 GD1480'
 GD1480'THE STATION IS 132 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 GD1480'BARN LOT FENCE, 97 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF
 GD1480'THE LOT FENCE, 57 FEET NORTHWEST OF AN 18-INCH BLACK OAK TREE, 18.5
 GD1480'FEET WEST OF A FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GD1480'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1480'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1480'STAMPED WALTERS 1934.
 GD1480'
 GD1480'REFERENCE MARK NO. 1 IS 63 FEET WEST OF THE SOUTHEAST CORNER OF THE
 GD1480'BARN LOT FENCE, 31 FEET NORTH OF A 10-INCH POST OAK TREE, 7.5 FEET
 GD1480'SOUTH OF A FENCE, AND 0.7 OF A FOOT NORTH OF A METAL WITNESS POST
 GD1480'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1480'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD1480'STAMPED WALTERS NO 1 1934.
 GD1480'
 GD1480'REFERENCE MARK NO. 2 IS 89 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 GD1480'CORNER OF THE BARN LOT AT A SMALL SHED, 75 FEET SOUTH-SOUTHEAST OF
 GD1480'THE SOUTH GATE POST OF A GATE IN A NORTH-SOUTH FENCE, 19 FEET EAST OF
 GD1480'THE FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GD1480'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1480'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED WALTERS NO
 GD1480'2 1934.
 GD1480'
 GD1480'DUE TO A LARGE PILE OF USED MATERIALS STACKED ON LINE BETWEEN THE
 GD1480'REFERENCE MARKS, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GD1480'
 GD1480'THE AZIMUTH MARK IS LOCATED ABOUT 0.25 OF A MILE WEST OF THE STATION,
 GD1480'75 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 GD1480'COUNTY ROAD S 8041 1 AND A GRAVELED ROAD LEADING INTO A FARM, 51
 GD1480'FEET AND ACROSS THE GRAVELED ROAD EAST-SOUTHEAST OF A GUYED
 GD1480'POWERLINE CROSSPOLE, 25 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1480'THE GRAVELED ROAD, 2 FEET SOUTH OF A WOVEN WIRE FENCE IN A
 GD1480'CURVE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1480'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1480'ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD1480'STAMPED WALTERS AZI 1934.
 GD1480'
 GD1480'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE DRIVEWAY
 GD1480'LEADING INTO THE STATION AND COUNTY ROAD S 8041 1 GO WEST-NORTHWEST
 GD1480'ON COUNTY ROAD S 8041 1 FOR 0.25 OF A MILE TO A GRAVELED ROAD ON THE
 GD1480'RIGHT AND THE MARK IN THE NORTHEAST ANGLE AS DESCRIBED.
 GD1480'
 GD1480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 10 MILES
 GD1480'SOUTHEAST OF PARIS.
 GD1480
 GD1480                          STATION RECOVERY (1971)
 GD1480
 GD1480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1480'WALTERS STATION MARK RECOVERED IN GOOD CONDITION.
 GD1480'
 GD1480'WALTERS 1934 FOUND STAMPED ON THE POINT.
 GD1480'
 GD1480'DESCRIPTION AS IN BULLETIN, ALSO ALL REF. MKS. AND AZ. MK. IN GOOD
 GD1480'CONDITION.
 GD1480'
 GD1480'DISTANCE AND DIRECTION FROM NEAREST TOWN 10 MI. S. E. PARIS, TENN.
 GD1480
 GD1480                          STATION RECOVERY (1991)
 GD1480
 GD1480'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBP)
 GD1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0269 ***********************************************************************
 FF0269  DESIGNATION -  WALTS BOLT
 FF0269  PID         -  FF0269
 FF0269  STATE/COUNTY-  TN/TIPTON
 FF0269  USGS QUAD   -  PECAN POINT (1970)
 FF0269
 FF0269                         *CURRENT SURVEY CONTROL
 FF0269  ___________________________________________________________________
 FF0269* NAD 83(1986)-  35 23 50.     (N)    090 01 13.     (W)     SCALED    
 FF0269* NAVD 88     -        70.194  (meters)     230.29   (feet)  ADJUSTED  
 FF0269  ___________________________________________________________________
 FF0269  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0269  DYNAMIC HT  -          70.132 (meters)     230.09  (feet)  COMP
 FF0269  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 FF0269
 FF0269  VERT ORDER  -  FIRST     CLASS II
 FF0269
 FF0269.The horizontal coordinates were scaled from a topographic map and have
 FF0269.an estimated accuracy of +/- 6 seconds.
 FF0269
 FF0269.The orthometric height was determined by differential leveling
 FF0269.and adjusted by the National Geodetic Survey in June 1991..
 FF0269
 FF0269.The geoid height was determined by GEOID03.
 FF0269
 FF0269.The dynamic height is computed by dividing the NAVD 88
 FF0269.geopotential number by the normal gravity value computed on the
 FF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0269.degrees latitude (g = 980.6199 gals.).
 FF0269
 FF0269.The modeled gravity was interpolated from observed gravity values.
 FF0269
 FF0269;                    North         East    Units  Estimated Accuracy
 FF0269;SPC TN       -   125,540.      234,890.      MT  (+/- 180 meters Scaled)
 FF0269
 FF0269                          SUPERSEDED SURVEY CONTROL
 FF0269
 FF0269  NGVD 29 (??/??/??)   70.160  (m)          230.18   (f) ADJUSTED    1 2
 FF0269
 FF0269.Superseded values are not recommended for survey control.
 FF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0269.See file dsdata.txt to determine how the superseded data were derived.
 FF0269
 FF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV706211(NAD 83)
 FF0269_MARKER: B = BOLT
 FF0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0269_STAMPING: 1906
 FF0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0269
 FF0269  HISTORY     - Date     Condition        Report By
 FF0269  HISTORY     - 1906     MONUMENTED       MRC
 FF0269  HISTORY     - 1957     GOOD             CGS
 FF0269
 FF0269                          STATION DESCRIPTION
 FF0269
 FF0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0269'8.2 MI SW FROM DIXONVILLE.
 FF0269'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0269'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0269'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 FF0269'1.8 MILES WEST ALONG A FARM ROAD, ON THE SOUTH BANK OF A SLOUGH,
 FF0269'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 256 FEET EAST OF
 FF0269'THE CENTER OF THE JUNCTION OF EAST-WEST FARM ROAD AND FARM ROAD
 FF0269'LEADING SOUTH, 55 FEET SOUTHEAST OF A BLAZED 24 INCH ELM TREE,
 FF0269'82 FEET WEST-NORTHWEST OF A 26-INCH ELM TREE IN A FENCE CORNER,
 FF0269'29 FEET EAST-NORTHEAST OF A 16-INCH BOX ELDER TREE, 1 FOOT ABOVE
 FF0269'THE LEVEL OF THE ROAD, A COPPER BOLT DIRECTLY UNDER A MRC PIPE
 FF0269'AND CAP WHICH PROJECTS 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0268 ***********************************************************************
 FF0268  DESIGNATION -  WALTS CAP
 FF0268  PID         -  FF0268
 FF0268  STATE/COUNTY-  TN/TIPTON
 FF0268  USGS QUAD   -  PECAN POINT (1970)
 FF0268
 FF0268                         *CURRENT SURVEY CONTROL
 FF0268  ___________________________________________________________________
 FF0268* NAD 83(1986)-  35 23 50.     (N)    090 01 13.     (W)     SCALED    
 FF0268* NAVD 88     -        71.433  (meters)     234.36   (feet)  ADJUSTED  
 FF0268  ___________________________________________________________________
 FF0268  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0268  DYNAMIC HT  -          71.370 (meters)     234.15  (feet)  COMP
 FF0268  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 FF0268
 FF0268  VERT ORDER  -  FIRST     CLASS II
 FF0268
 FF0268.The horizontal coordinates were scaled from a topographic map and have
 FF0268.an estimated accuracy of +/- 6 seconds.
 FF0268
 FF0268.The orthometric height was determined by differential leveling
 FF0268.and adjusted by the National Geodetic Survey in June 1991..
 FF0268
 FF0268.The geoid height was determined by GEOID03.
 FF0268
 FF0268.The dynamic height is computed by dividing the NAVD 88
 FF0268.geopotential number by the normal gravity value computed on the
 FF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0268.degrees latitude (g = 980.6199 gals.).
 FF0268
 FF0268.The modeled gravity was interpolated from observed gravity values.
 FF0268
 FF0268;                    North         East    Units  Estimated Accuracy
 FF0268;SPC TN       -   125,540.      234,890.      MT  (+/- 180 meters Scaled)
 FF0268
 FF0268                          SUPERSEDED SURVEY CONTROL
 FF0268
 FF0268  NGVD 29 (??/??/??)   71.386  (m)          234.21   (f) ADJUSTED    1 2
 FF0268
 FF0268.Superseded values are not recommended for survey control.
 FF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0268.See file dsdata.txt to determine how the superseded data were derived.
 FF0268
 FF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV706211(NAD 83)
 FF0268_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0268_STAMPING: 1906
 FF0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0268
 FF0268  HISTORY     - Date     Condition        Report By
 FF0268  HISTORY     - 1906     MONUMENTED       MRC
 FF0268  HISTORY     - 1957     GOOD             CGS
 FF0268
 FF0268                          STATION DESCRIPTION
 FF0268
 FF0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0268'8.2 MI SW FROM DIXONVILLE.
 FF0268'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0268'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0268'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0268'THENCE 1.8 MILES WEST ALONG A FARM ROAD, ON THE SOUTH BANK OF A
 FF0268'SLOUGH, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 256 FEET
 FF0268'EAST OF THE CENTER OF THE JUNCTION OF EAST-WEST FARM ROAD AND
 FF0268'FARM ROAD LEADING SOUTH, 55 FEET SOUTHEAST OF A BLAZED 24 INCH
 FF0268'ELM TREE, 82 FEET WEST-NORTHWEST OF A 26-INCH ELM TREE IN A
 FF0268'FENCE CORNER, 29 FEET EAST-NORTHEAST OF A 16-INCH BOX ELDER
 FF0268'TREE, 1 FOOT ABOVE THE LEVEL OF THE ROAD, A MRC PIPE AND CAP
 FF0268'WHICH PROJECTS 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0240 ***********************************************************************
 FE0240  DESIGNATION -  WAR
 FE0240  PID         -  FE0240
 FE0240  STATE/COUNTY-  TN/HARDIN
 FE0240  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0240
 FE0240                         *CURRENT SURVEY CONTROL
 FE0240  ___________________________________________________________________
 FE0240* NAD 83(1995)-  35 13 18.56973(N)    088 19 20.52630(W)     ADJUSTED  
 FE0240* NAVD 88     -       139.105  (meters)     456.38   (feet)  ADJUSTED  
 FE0240  ___________________________________________________________________
 FE0240  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE0240  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0240  DYNAMIC HT  -         138.979 (meters)     455.97  (feet)  COMP
 FE0240  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FE0240
 FE0240  HORZ ORDER  -  SECOND
 FE0240  VERT ORDER  -  SECOND    CLASS 0
 FE0240
 FE0240.The horizontal coordinates were established by classical geodetic methods
 FE0240.and adjusted by the National Geodetic Survey in April 1999..
 FE0240
 FE0240.The orthometric height was determined by differential leveling
 FE0240.and adjusted by the National Geodetic Survey in June 1991..
 FE0240
 FE0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0240
 FE0240.The geoid height was determined by GEOID03.
 FE0240
 FE0240.The dynamic height is computed by dividing the NAVD 88
 FE0240.geopotential number by the normal gravity value computed on the
 FE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0240.degrees latitude (g = 980.6199 gals.).
 FE0240
 FE0240.The modeled gravity was interpolated from observed gravity values.
 FE0240
 FE0240;                    North         East     Units Scale Factor Converg.
 FE0240;SPC TN       -   101,087.139   388,587.732   MT  1.00000509   -1 21 34.6
 FE0240;SPC TN       -   331,650.06  1,274,891.58   sFT  1.00000509   -1 21 34.6
 FE0240;UTM  16      - 3,898,444.102   379,654.640   MT  0.99977849   -0 45 45.9
 FE0240
 FE0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0240!SPC TN       -   0.99998250  x   1.00000509  =   0.99998759
 FE0240!UTM  16      -   0.99998250  x   0.99977849  =   0.99976099
 FE0240
 FE0240|---------------------------------------------------------------------|
 FE0240| PID    Reference Object                     Distance      Geod. Az  |
 FE0240|                                                           dddmmss.s |
 FE0240| FE0241 WAR RM 1                             29.723 METERS 17010     |
 FE0240| FE0242 WAR AZ MK                                          1812744.6 |
 FE0240| FE0239 WAR RM 2                             34.883 METERS 32802     |
 FE0240|---------------------------------------------------------------------|
 FE0240
 FE0240                          SUPERSEDED SURVEY CONTROL
 FE0240
 FE0240  NAD 83(1995)-  35 13 18.57245(N)    088 19 20.52673(W) AD(       ) 2
 FE0240  NAD 83(1995)-  35 13 18.57302(N)    088 19 20.52620(W) AD(       ) 2
 FE0240  NAD 83(1995)-  35 13 18.57732(N)    088 19 20.52650(W) AD(       ) 2
 FE0240  NAD 83(1986)-  35 13 18.57870(N)    088 19 20.52627(W) AD(       ) 2
 FE0240  NAD 27      -  35 13 18.28500(N)    088 19 20.38930(W) AD(       ) 2
 FE0240  NGVD 29 (??/??/??)  139.116  (m)          456.42   (f) ADJUSTED    2 0
 FE0240
 FE0240.Superseded values are not recommended for survey control.
 FE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0240.See file dsdata.txt to determine how the superseded data were derived.
 FE0240
 FE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7965598444(NAD 83)
 FE0240_MARKER: DS = TRIANGULATION STATION DISK
 FE0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0240_STAMPING: WAR 1962
 FE0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0240+STABILITY: SURFACE MOTION
 FE0240
 FE0240  HISTORY     - Date     Condition        Report By
 FE0240  HISTORY     - 1962     MONUMENTED       TNHD
 FE0240  HISTORY     - 1962     GOOD             TNHD
 FE0240  HISTORY     - 1967     GOOD             CGS
 FE0240
 FE0240                          STATION DESCRIPTION
 FE0240
 FE0240'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0240'THE STATION IS LOCATED IN CRUMP.
 FE0240'
 FE0240'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHWEST
 FE0240'ON STATE ROUTE NO. 15 TO THE INTERSECTION OF STATE ROUTE NO.
 FE0240'15 AND 22 IN THE SMALL VILLAGE OF CRUMP AND THE STATION ON THE RIGHT
 FE0240'AS DESCRIBED.
 FE0240'
 FE0240'THE STATION IS LOCATED 35 FEET WEST OF THE APPROXIMATE CENTER OF
 FE0240'STATE ROUTE NO. 22 AND 31 FEET EAST OF THE APPROXIMATE
 FE0240'CENTER OF A CIRCULAR DRIVE. THE SURFACE AND UNDERGROUND MARKS ARE
 FE0240'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS. THE
 FE0240'SURFACE MARK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FE0240'STAMPED WAR 1962. THE UNDERGROUND MARK IS ABOUT 30 INCHES
 FE0240'BELOW THE SURFACE.
 FE0240'
 FE0240'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0240'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT STAMPED
 FE0240'WAR RM-1 1962. IT IS 15 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 FE0240'ROUTE NO. 22, 13 FEET NORTH OF THE CENTER OF A CIRCULAR DRIVE,
 FE0240'AND 8 FEET SOUTHEAST OF A 24 INCH CULVERT. REFERENCE MARK NO. 2 IS A
 FE0240'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FE0240'SQUARE, FLUSH, CONCRETE MONUMENT STAMPED WAR RM-2 1962. IT IS
 FE0240'17 FEET EAST OF A POWER POLE AND 4 FEET SOUTH OF THE SOUTHEAST CORNER
 FE0240'OF AN AMERICAN OIL COMPANY GAS STATION.
 FE0240'
 FE0240'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0240'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT STAMPED WAR AZI
 FE0240'1962. IT IS LOCATED 34 FEET EAST OF A POWER POLE, 4.5 FEET SOUTHWEST
 FE0240'OF A WITNESS POST, AND 23 FEET WEST OF THE APPROXIMATE
 FE0240'CENTER OF STATE ROUTE NO. 22.
 FE0240'
 FE0240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 FE0240'ROUTE NO. 22 FOR 0.6 MILE TO THE MARK ON THE RIGHT AS
 FE0240'DESCRIBED.
 FE0240'
 FE0240'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FE0240
 FE0240                          STATION RECOVERY (1962)
 FE0240
 FE0240'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0240'AT CRUMP.
 FE0240'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROUTE 22 AT
 FE0240'CRUMP GO SOUTH ON STATE ROUTE 22 FOR APPROXIMATELY 0.05 MILE
 FE0240'TO THE STATION ON THE RIGHT AS DESCRIBED.  THE MARK IS LOCATED
 FE0240'31 FEET EAST OF THE CENTER OF A CIRCULAR DRIVE WAY AT A BRICK
 FE0240'RESIDENCE, AND 35 FEET WEST OF THE CENTERLINE OF STATE ROUTE 22.
 FE0240'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0240'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0240'GROUND.
 FE0240
 FE0240                          STATION RECOVERY (1967)
 FE0240
 FE0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0240'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE0240'EXCELLENT CONDITION.  THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0242 ***********************************************************************
 FE0242  DESIGNATION -  WAR AZ MK
 FE0242  PID         -  FE0242
 FE0242  STATE/COUNTY-  TN/HARDIN
 FE0242  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0242
 FE0242                         *CURRENT SURVEY CONTROL
 FE0242  ___________________________________________________________________
 FE0242* NAD 83(1986)-  35 12 55.     (N)    088 19 21.     (W)     SCALED    
 FE0242* NAVD 88     -       126.958  (meters)     416.53   (feet)  ADJUSTED  
 FE0242  ___________________________________________________________________
 FE0242  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0242  DYNAMIC HT  -         126.842 (meters)     416.15  (feet)  COMP
 FE0242  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 FE0242
 FE0242  VERT ORDER  -  SECOND    CLASS 0
 FE0242
 FE0242.The horizontal coordinates were scaled from a topographic map and have
 FE0242.an estimated accuracy of +/- 6 seconds.
 FE0242
 FE0242.The orthometric height was determined by differential leveling
 FE0242.and adjusted by the National Geodetic Survey in June 1991..
 FE0242
 FE0242.The geoid height was determined by GEOID03.
 FE0242
 FE0242.The dynamic height is computed by dividing the NAVD 88
 FE0242.geopotential number by the normal gravity value computed on the
 FE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0242.degrees latitude (g = 980.6199 gals.).
 FE0242
 FE0242.The modeled gravity was interpolated from observed gravity values.
 FE0242
 FE0242;                    North         East    Units  Estimated Accuracy
 FE0242;SPC TN       -   100,360.      388,560.      MT  (+/- 180 meters Scaled)
 FE0242
 FE0242                          SUPERSEDED SURVEY CONTROL
 FE0242
 FE0242  NGVD 29 (??/??/??)  126.969  (m)          416.56   (f) ADJUSTED    2 0
 FE0242
 FE0242.Superseded values are not recommended for survey control.
 FE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0242.See file dsdata.txt to determine how the superseded data were derived.
 FE0242
 FE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD796977(NAD 83)
 FE0242_MARKER: DZ = AZIMUTH MARK DISK
 FE0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0242_STAMPING: WAR AZI 1962
 FE0242_MARK LOGO: TNHD  
 FE0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0242+STABILITY: SURFACE MOTION
 FE0242
 FE0242  HISTORY     - Date     Condition        Report By
 FE0242  HISTORY     - 1962     MONUMENTED       TNHD
 FE0242
 FE0242                          STATION DESCRIPTION
 FE0242
 FE0242'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0242'AT CRUMP.
 FE0242'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROUTE 22 AT
 FE0242'CRUMP GO SOUTH ON STATE ROUTE 22 FOR APPROXIMATELY 0.50 MILE
 FE0242'TO THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 34 FEET EAST
 FE0242'OF A POWER POLE, 4.5 FEET SOUTHWEST OF A WITNESS POST AND 23 FEET
 FE0242'WEST OF THE CENTERLINE OF STATE ROUTE 22.  THE MARK IS A STANDARD
 FE0242'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0242'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0241 ***********************************************************************
 FE0241  DESIGNATION -  WAR RM 1
 FE0241  PID         -  FE0241
 FE0241  STATE/COUNTY-  TN/HARDIN
 FE0241  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0241
 FE0241                         *CURRENT SURVEY CONTROL
 FE0241  ___________________________________________________________________
 FE0241* NAD 83(1986)-  35 13 18.     (N)    088 19 20.     (W)     SCALED    
 FE0241* NAVD 88     -       138.317  (meters)     453.80   (feet)  ADJUSTED  
 FE0241  ___________________________________________________________________
 FE0241  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0241  DYNAMIC HT  -         138.191 (meters)     453.38  (feet)  COMP
 FE0241  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FE0241
 FE0241  VERT ORDER  -  SECOND    CLASS 0
 FE0241
 FE0241.The horizontal coordinates were scaled from a topographic map and have
 FE0241.an estimated accuracy of +/- 6 seconds.
 FE0241
 FE0241.The orthometric height was determined by differential leveling
 FE0241.and adjusted by the National Geodetic Survey in June 1991..
 FE0241
 FE0241.The geoid height was determined by GEOID03.
 FE0241
 FE0241.The dynamic height is computed by dividing the NAVD 88
 FE0241.geopotential number by the normal gravity value computed on the
 FE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0241.degrees latitude (g = 980.6199 gals.).
 FE0241
 FE0241.The modeled gravity was interpolated from observed gravity values.
 FE0241
 FE0241;                    North         East    Units  Estimated Accuracy
 FE0241;SPC TN       -   101,070.      388,600.      MT  (+/- 180 meters Scaled)
 FE0241
 FE0241                          SUPERSEDED SURVEY CONTROL
 FE0241
 FE0241  NGVD 29 (??/??/??)  138.328  (m)          453.83   (f) ADJUSTED    2 0
 FE0241
 FE0241.Superseded values are not recommended for survey control.
 FE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0241.See file dsdata.txt to determine how the superseded data were derived.
 FE0241
 FE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD796984(NAD 83)
 FE0241_MARKER: DR = REFERENCE MARK DISK
 FE0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0241_STAMPING: WAR RM-1 1962
 FE0241_MARK LOGO: TNHD  
 FE0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0241+STABILITY: SURFACE MOTION
 FE0241
 FE0241  HISTORY     - Date     Condition        Report By
 FE0241  HISTORY     - 1962     MONUMENTED       TNHD
 FE0241
 FE0241                          STATION DESCRIPTION
 FE0241
 FE0241'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0241'AT CRUMP.
 FE0241'THIS MARK IS LOCATED AT THE WAR 1962 STATION SITE, 15 FEET WEST
 FE0241'OF THE CENTERLINE OF STATE ROUTE 22, 13 FEET NORTH OF THE
 FE0241'CENTERLINE OF A DRIVE AND 8 FEET SOUTH EAST OF A 24 INCH ROUND
 FE0241'CULVERT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0241'DISK SET IN THE TOP OF A 10-IN SQUARE, CONCRETE MONUMENT, FLUSH
 FE0241'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0239 ***********************************************************************
 FE0239  DESIGNATION -  WAR RM 2
 FE0239  PID         -  FE0239
 FE0239  STATE/COUNTY-  TN/HARDIN
 FE0239  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0239
 FE0239                         *CURRENT SURVEY CONTROL
 FE0239  ___________________________________________________________________
 FE0239* NAD 83(1986)-  35 13 18.     (N)    088 19 20.     (W)     SCALED    
 FE0239* NAVD 88     -       139.799  (meters)     458.66   (feet)  ADJUSTED  
 FE0239  ___________________________________________________________________
 FE0239  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0239  DYNAMIC HT  -         139.672 (meters)     458.24  (feet)  COMP
 FE0239  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FE0239
 FE0239  VERT ORDER  -  SECOND    CLASS 0
 FE0239
 FE0239.The horizontal coordinates were scaled from a topographic map and have
 FE0239.an estimated accuracy of +/- 6 seconds.
 FE0239
 FE0239.The orthometric height was determined by differential leveling
 FE0239.and adjusted by the National Geodetic Survey in June 1991..
 FE0239
 FE0239.The geoid height was determined by GEOID03.
 FE0239
 FE0239.The dynamic height is computed by dividing the NAVD 88
 FE0239.geopotential number by the normal gravity value computed on the
 FE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0239.degrees latitude (g = 980.6199 gals.).
 FE0239
 FE0239.The modeled gravity was interpolated from observed gravity values.
 FE0239
 FE0239;                    North         East    Units  Estimated Accuracy
 FE0239;SPC TN       -   101,070.      388,600.      MT  (+/- 180 meters Scaled)
 FE0239
 FE0239                          SUPERSEDED SURVEY CONTROL
 FE0239
 FE0239  NGVD 29 (??/??/??)  139.810  (m)          458.69   (f) ADJUSTED    2 0
 FE0239
 FE0239.Superseded values are not recommended for survey control.
 FE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0239.See file dsdata.txt to determine how the superseded data were derived.
 FE0239
 FE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD796984(NAD 83)
 FE0239_MARKER: DR = REFERENCE MARK DISK
 FE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0239_STAMPING: WAR RM-2 1962
 FE0239_MARK LOGO: TNHD  
 FE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0239+STABILITY: SURFACE MOTION
 FE0239
 FE0239  HISTORY     - Date     Condition        Report By
 FE0239  HISTORY     - 1962     MONUMENTED       TNHD
 FE0239
 FE0239                          STATION DESCRIPTION
 FE0239
 FE0239'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0239'AT CRUMP.
 FE0239'THIS MARK IS LOCATED AT THE WAR 1962 STATION SITE, 17 FEET
 FE0239'EAST OF A POWER POLE, AND 4 FEET SOUTH OF THE SOUTHEAST CORNER OF
 FE0239'A SERVICE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0239'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FE0239'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1102 ***********************************************************************
 FD1102  DESIGNATION -  WARD
 FD1102  PID         -  FD1102
 FD1102  STATE/COUNTY-  TN/BENTON
 FD1102  USGS QUAD   -  DANIELS LANDING (1992)
 FD1102
 FD1102                         *CURRENT SURVEY CONTROL
 FD1102  ___________________________________________________________________
 FD1102* NAD 83(1995)-  35 52 15.77407(N)    087 58 01.75161(W)     ADJUSTED  
 FD1102* NAVD 88     -       205.243  (meters)     673.37   (feet)  ADJUSTED  
 FD1102  ___________________________________________________________________
 FD1102  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FD1102  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1102  DYNAMIC HT  -         205.066 (meters)     672.79  (feet)  COMP
 FD1102  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 FD1102
 FD1102  HORZ ORDER  -  SECOND
 FD1102  VERT ORDER  -  SECOND    CLASS 0
 FD1102
 FD1102.The horizontal coordinates were established by classical geodetic methods
 FD1102.and adjusted by the National Geodetic Survey in April 1999..
 FD1102
 FD1102.The orthometric height was determined by differential leveling
 FD1102.and adjusted by the National Geodetic Survey in June 1991..
 FD1102
 FD1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1102
 FD1102.The geoid height was determined by GEOID03.
 FD1102
 FD1102.The dynamic height is computed by dividing the NAVD 88
 FD1102.geopotential number by the normal gravity value computed on the
 FD1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1102.degrees latitude (g = 980.6199 gals.).
 FD1102
 FD1102.The modeled gravity was interpolated from observed gravity values.
 FD1102
 FD1102;                    North         East     Units Scale Factor Converg.
 FD1102;SPC TN       -   172,393.243   422,367.002   MT  0.99994861   -1 09 05.9
 FD1102;SPC TN       -   565,593.50  1,385,715.74   sFT  0.99994861   -1 09 05.9
 FD1102;UTM  16      - 3,970,077.804   412,689.782   MT  0.99969393   -0 34 00.3
 FD1102
 FD1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1102!SPC TN       -   0.99997223  x   0.99994861  =   0.99992085
 FD1102!UTM  16      -   0.99997223  x   0.99969393  =   0.99966617
 FD1102
 FD1102|---------------------------------------------------------------------|
 FD1102| PID    Reference Object                     Distance      Geod. Az  |
 FD1102|                                                           dddmmss.s |
 FD1102| FD1343 WARD RM 3                            10.348 METERS 20548     |
 FD1102| FD1099 WARD AZ MK RESET                                   22301     |
 FD1102| FD1098 WARD AZ MK                                         2230112.6 |
 FD1102| FD1100 WARD RM 2                            24.122 METERS 27914     |
 FD1102| FD1101 WARD RM 1                            18.764 METERS 34347     |
 FD1102| GC2622 NEW JOHNSONVILLE TVA PLT N STK      APPROX.17.4 KM 3541911.1 |
 FD1102|---------------------------------------------------------------------|
 FD1102
 FD1102                          SUPERSEDED SURVEY CONTROL
 FD1102
 FD1102  NAD 83(1995)-  35 52 15.77554(N)    087 58 01.75686(W) AD(       ) 2
 FD1102  NAD 83(1986)-  35 52 15.78424(N)    087 58 01.75255(W) AD(       ) 2
 FD1102  NAD 27      -  35 52 15.55920(N)    087 58 01.63930(W) AD(       ) 2
 FD1102  NGVD 29 (??/??/92)  205.272  (m)          673.46   (f) ADJ UNCH    2 0
 FD1102
 FD1102.Superseded values are not recommended for survey control.
 FD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1102.See file dsdata.txt to determine how the superseded data were derived.
 FD1102
 FD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1269070078(NAD 83)
 FD1102_MARKER: DS = TRIANGULATION STATION DISK
 FD1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1102_STAMPING: WARD 1959
 FD1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1102+STABILITY: SURFACE MOTION
 FD1102
 FD1102  HISTORY     - Date     Condition        Report By
 FD1102  HISTORY     - 1959     MONUMENTED       CGS
 FD1102  HISTORY     - 1963     GOOD             CGS
 FD1102  HISTORY     - 1967     GOOD             CGS
 FD1102  HISTORY     - 1967     GOOD             NGS
 FD1102  HISTORY     - 1973     GOOD             TVA
 FD1102  HISTORY     - 1976     GOOD             NGS
 FD1102  HISTORY     - 1976     GOOD             USGS
 FD1102
 FD1102                          STATION DESCRIPTION
 FD1102
 FD1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1102'THE STATION IS LOCATED ON THE SUMMIT OF A WOODED HILL KNOW AS WARD
 FD1102'HILL AND AT THE HEAD OF
 FD1102'STINSON HOLLOW, ABOUT 15.0 MILES SOUTHEAST OF CAMDEN AND
 FD1102'1.0 MILE WEST OF THE WEST
 FD1102'SHORELINE OF THE TENNESSEE RIVER.
 FD1102'
 FD1102'TO REACH THE STATION FROM THE COURTHOUSE IN CAMDEN, GO SOUTHWESTERLY
 FD1102'ON U S HIGHWAY NO 70 FOR
 FD1102'2.0 MILES TO BIRDSONG CREEK ROAD ON THE RIGHT, TURN
 FD1102'RIGHT AND GO SOUTHERLY FOR 2.0 MILES
 FD1102'TO A REVERSE Y, KEEP TO THE LEFT
 FD1102'OR STRAIGHT AHEAD FOR 0.2 MILE TO A FORKS, TAKE THE
 FD1102'RIGHT FORK AND GO
 FD1102'SOUTHEASTERLY FOR 4.25 MILES TO MT MORIAH SCHOOL HOUSE ON THE LEFT,
 FD1102'CONTINUE
 FD1102'SOUTHEASTERLY FOR 3.0 MILES TO A GRAVELED SIDE ROAD ON THE
 FD1102'LEFT, TURN LEFT AND GO 2.1
 FD1102'MILES TO A FORKS, TAKE THE LEFT FORK AND
 FD1102'GO 0.5 MILE TO A FORKS, TAKE THE RIGHT FORK
 FD1102'AND GO 3.0 MILES TO A
 FD1102'FORKS, TAKE THE RIGHT FORK AND GO 0.4 MILE TO THE STATION ON
 FD1102'THE LEFT AS DESCRIBED.
 FD1102'
 FD1102'STATION MARK IS 54 FEET NORTHEAST OF ROAD FORKS, 36 FEET EAST OF THE
 FD1102'CENTER OF THE CENTER OF THE
 FD1102'GRAVELED ROAD, 24 FEET WEST-NORTHWEST OF A 8-INCH
 FD1102'TRIANGLE BLAZED OAK TREE AND 3 FEET
 FD1102'WEST-NORTHWEST OF A WITNESS SIGN.
 FD1102'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FD1102'AND IS STAMPED WARD 1959.
 FD1102'
 FD1102'*REFERENCE MARK NO 1 IS 22 FEET EAST OF THE CENTER OF THE GRAVELED
 FD1102'ROAD.  THE MARK IS
 FD1102'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FD1102'STAMPED WARD NO 1 1959.
 FD1102'
 FD1102'REFERENCE MARK NO 2 IS 44 FEET WEST OF THE CENTER OF THE GRAVELED
 FD1102'ROAD.  THE MARK IS SET
 FD1102'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED WARD NO 2 1959.
 FD1102'
 FD1102'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 3
 FD1102'FEET WEST OF A WITNESS
 FD1102'SIGN.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FD1102'GROUND AND IS STAMPED WARD 1959.
 FD1102'
 FD1102'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.2 MILE
 FD1102'TO THE MARK ON THE RIGHT AS DESCRIBED.
 FD1102'
 FD1102'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD1102
 FD1102                          STATION RECOVERY (1963)
 FD1102
 FD1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 FD1102'RECOVERED ALL MARKS ESSENTIALLY AS ORIGINALLY DESCRIBED EXCEPT THAT
 FD1102'AFTER TURN LEFT AND GO 2.1
 FD1102'MILES TO A FORKS ORIGINAL SHOULD READ, TAKE RIGHT
 FD1102'FORK AND GO 0.3 MILE AND THEN TAKE
 FD1102'LEFT FORK, THENCE 0.5 MILE TO
 FD1102'ABOUT 0.1 MILE SE OF STEEL BRIDGE AND TAKE RIGHT
 FD1102'FORK, THENCE SLY
 FD1102'3.4 MILES TO RIGHT TURN DOWNHILL AND THE STATION ON THE LEFT.
 FD1102'
 FD1102'MORE CONCISELY AND ADEQUATELY, AN ESTIMATED 1.25 MILES W ALONG NO 40
 FD1102'INTERSTATE HWY FROM MIDDLE
 FD1102'OF BRIDGE OVER TENNESSEE RIVER, ABOUT 100 YARDS SSE
 FD1102'OF APPARENTLY HIGHEST POINT OF
 FD1102'WARD HILL, ABOUT 200 YARDS N OF CENTER
 FD1102'LINE OF THE HWY, 54 FEET NE OF CENTER OF OLD ROAD
 FD1102'FORK (SLY RUN WILL
 FD1102'BE CLOSED), 36 FEET E OF CENTER LINE OF ROAD FROM N, 3 FEET NNW OF
 FD1102'STEEL WITNESS
 FD1102'POST, DISKS STAMPED WARD 1959. MARKS
 FD1102'PROJECTING 0.1 FOOT.
 FD1102'
 FD1102'REFERENCE STAMPED WARD NO 1 1959, PROJECTS 0.1 FOOT, IS
 FD1102'61.56 FEET OR 18.763 METERS
 FD1102'NNW FROM STATION, AND 22 FEET
 FD1102'E OF CENTER LINE OF COUNTY ROAD.
 FD1102'
 FD1102'REFERENCE STAMPED WARD NO 2 1959, FLUSH, IS 79.14 FEET OR
 FD1102'24.122 METERS W
 FD1102'FROM STATION, AND 44 FEET W OF
 FD1102'CENTER LINE OF THE COUNTY ROAD.
 FD1102'
 FD1102'AZIMUTH MARK STAMPED WARD RESET 1963, PROJECTS 0.1 FOOT,
 FD1102'(THE OLD 1959 MARK
 FD1102'DESTROYED AFTER THIS ONE WAS SET ON SAME LINE) IS ABOUT
 FD1102'0.15 MILE SW
 FD1102'FROM STATION, 16 FEET
 FD1102'SSE OF CENTER LINE OF OLD TO-BE-ABANDONED
 FD1102'GRAVEL ROAD, 1.5 FEET N OF
 FD1102'PROPOSED STEEL FENCE TO BE SET ONE FOOT S OF N RIGHT-OF-WAY
 FD1102'LINE OF NEW
 FD1102'HIGHWAY, AND 2.0 FEET SSE OF STEEL WITNESS POST.
 FD1102
 FD1102                          STATION RECOVERY (1967)
 FD1102
 FD1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FD1102'THE STATION AND ALL MARKS WERE RECOVERED.  THE AZIMUTH MARK WAS RESET
 FD1102'1963 BY V R
 FD1102'SOBIERALSKIS PARTY AS DESCRIBED IN THE 1963 RECOVERY
 FD1102'NOTE.  HOWEVER, THE ORIGINAL
 FD1102'STATION TO-REACH IS NO LONGER ADEQUATE
 FD1102'DUE TO CHANGES IN THE ROADS IN THE AREA.
 FD1102'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1102'
 FD1102'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT WOODED HILL KNOWN
 FD1102'LOCALLY AS WARD
 FD1102'HILL, ABOUT 15 MILES SOUTHEAST OF CAMDEN, 1.5 MILES
 FD1102'WEST OF THE WEST SHORELINE OF THE
 FD1102'TENNESSEE RIVER, 1.5 MILES
 FD1102'NORTHWEST OF THE WEST END OF THE CUBA LANDING BRIDGE
 FD1102'OVER THE
 FD1102'TENNESSEE RIVER, AND 0.2 MILE NORTH OF INTERSTATE ROUTE 40.
 FD1102'
 FD1102'TO REACH FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE
 FD1102'AT THE JUNCTION OF
 FD1102'U S HIGHWAY 70 AND STATE ROUTE 13 IN WAVERLY, GO
 FD1102'SOUTHERLY ON STATE ROUTE 13 FOR 15.35
 FD1102'MILES TO THE BUFFALO
 FD1102'INTERCHANGE ON INTERSTATE ROUTE 40.  HERE TURN RIGHT AND
 FD1102'GO WESTERLY ON
 FD1102'INTERSTATE ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.
 FD1102'HERE TAKE OFF RAMP
 FD1102'CUVING BACK TO THE EAST FOR ABOUT 0.05 MILE THEN
 FD1102'LEFT ON A GRAVELED ROAD NORTH FOR
 FD1102'ABOUT 0.25 MILE TO THE SUMMIT OF
 FD1102'THE HILL AND THE STATION ON THE RIGHT.
 FD1102'
 FD1102'THE STATION IS 54 FEET NORTHEAST OF A FORK IN THE GRAVELED ROAD, 36
 FD1102'FEET EAST OF THE
 FD1102'APPROXIMATE CENTER OF THE GRAVELED ROAD NORTH, 24
 FD1102'FEET WEST-NORTHWEST OF A 10-INCH,
 FD1102'TRIANGLE BLAZED OAK TREE, AND 2.9
 FD1102'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND
 FD1102'SIGN.  IT IS A
 FD1102'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD1102'MONUMENT AND THE
 FD1102'DISK IS STAMPED WARD 1959.
 FD1102'
 FD1102'REFERENCE MARK NO 1 IS 22 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1102'GRAVELED ROAD AND
 FD1102'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 FD1102'STANDARD DISK SET IN THE TOP OF A
 FD1102'10-INCH, SQUARE, FLUSH, CONCRETE
 FD1102'MONUMENT AND THE DISK IS STAMPED WARD NO 1 1959.
 FD1102'
 FD1102'REFERENCE MARK NO 2 IS 44 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD1102'GRAVELED ROAD AND
 FD1102'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 FD1102'STANDARD DISK SET IN THE TOP OF A
 FD1102'10-INCH, SQUARE, FLUSH, CONCRETE
 FD1102'MONUMENT AND THE DISK IS STAMPED WARD NO 2 1959.
 FD1102'
 FD1102'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 FD1102'REFERENCE MARK NO
 FD1102'2 IS 76.64 FEET - 23.360 METERS.
 FD1102'
 FD1102'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION, 16 FEET
 FD1102'SOUTH-SOUTHEAST OF
 FD1102'THE APPROXIMATE CENTER OF AN ABANDONED GRAVELED
 FD1102'ROAD, 2.0 FEET SOUTH-SOUTHEAST OF A
 FD1102'METAL WITNESS POST AND SIGN, AND
 FD1102'1.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF
 FD1102'INTERSTATE ROUTE
 FD1102'40.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1102'CONCRETE MONUMENT
 FD1102'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED WARD
 FD1102'1959 RESET 1963.
 FD1102'
 FD1102'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG OLD
 FD1102'ABANDONED ROAD FOR
 FD1102'0.15 MILE TO THE RIGHT-OF-WAY FENCE AND THE MARK
 FD1102'
 FD1102'NOTE-THE RESET AZIMUTH MARK WAS ESTABLISHED ON LINE BETWEEN THE
 FD1102'STATION AND THE
 FD1102'1959 AZIMUTH MARK ACCORDING TO THE 1963 RECOVERY NOTE.
 FD1102
 FD1102                          STATION RECOVERY (1967)
 FD1102
 FD1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FD1102'9.6 MI E FROM MC ILLWAIN.
 FD1102'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40
 FD1102'ABOUT 15.35 MILES SOUTH OF WAVERLY, GO WESTERLY ON INTERSTATE
 FD1102'ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.  HERE TAKE
 FD1102'OFF RAMP CURVING BACK TO THE EAST FOR ABOUT 0.05 MILE THEN LEFT
 FD1102'ON A GRAVELED ROAD NORTH FOR 0.25 MILE TO THE SUMMIT OF THE
 FD1102'HILL AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 54 FEET
 FD1102'NORTHEAST OF A FORK IN THE GRAVELED ROAD, 36 FEET EAST OF THE
 FD1102'APPROXIMATE CENTER OF THE GRAVELED ROAD NORTH, 24 FEET
 FD1102'WEST-NORTHWEST OF A 10-INCH, TRIANGLE BLAZED OAK TREE, AND 2.9
 FD1102'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 FD1102'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FD1102'CONCRETE MONUMENT AND THE DISK IS STAMPED WARD 1959.
 FD1102
 FD1102                          STATION RECOVERY (1973)
 FD1102
 FD1102'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1102'WARD RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.  ADD TO
 FD1102'DESCRIPTION.  STATION IS 99.0 FT. N 35 E. FROM CENTERLINE EAST AND
 FD1102'WEST, RD.
 FD1102'98.0 FT. S 75 E FROM CENTERLINE BIRDSONG RD. (HWY.).
 FD1102'14.3 FT. S 70 E. FROM 10 INCH BLACK JACK OAK.
 FD1102'24.3 FT. N 15 W. FROM 10 INCH POST OAK.
 FD1102'
 FD1102'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 15.0 MI.
 FD1102'S. E. OF CAMDEN.
 FD1102'
 FD1102'WARD NO. 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1102'ADD TO DESCRIPTION.  74.0 FT. EAST FROM CENTERLINE BIRDSONG AND
 FD1102'CAMDEN HWY.  11.0 FT. S 15 E. FROM 8 INCH BLACKJACK OAK.  5.6 FT. N
 FD1102'15 E.  FROM 6 INCH BLACK JACK OAK.  29.5 FT. S 40 E. FROM HIGHWAY
 FD1102'R.W.  MARKER.
 FD1102'
 FD1102'WARD RM 2 DESTROYED BY RELOCATION OF HWY. TO I-40.
 FD1102'
 FD1102'WARD AZ RECOVERED IN GOOD CONDITION, DESCRIPTION GOOD.
 FD1102'
 FD1102'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 15.0 MI.
 FD1102'S. E. OF CAMDEN.
 FD1102
 FD1102                          STATION RECOVERY (1976)
 FD1102
 FD1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1102'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FD1102'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO
 FD1102'HAVE BEEN DESTROYED BY ROAD WORK.  THE DISTANCE AND DIRECTION TO
 FD1102'REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 FD1102'DESCRIPTION FOLLOWS--
 FD1102'
 FD1102'THE STATION IS LOCATED ON THE HIGHEST POINT OF WARD HILL, ABOUT 1
 FD1102'MILE WEST OF THE WEST SHORE LINE OF THE TENNESSEE RIVER, ABOUT 0.3
 FD1102'MILE NORTHEAST OF THE INTERSTATE HIGHWAY 40 AND BIRDSONG
 FD1102'INTERCHANGE, 3 FEET NORTHWEST OF A METAL WITNESS POST, 99 FEET
 FD1102'NORTHWEST OF THE CENTERLINE OF GRAVELED ROAD, 98 FEET SOUTHEAST
 FD1102'OF THE CENTERLINE OF BIRDSONG-CAMDEN ROAD, 14 FEET SOUTHEAST OF A
 FD1102'10 INCH OAK TREE AND 24 FEET NORTHWEST OF A 12 INCH OAK TREE.  THE
 FD1102'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WARD 1959.
 FD1102'
 FD1102'REFERENCE MARK 1 IS 6 FEET NORTHEAST OF A 6 INCH OAK TREE, 30 FEET
 FD1102'SOUTHEAST OF A ROAD RIGHT-OF-WAY MARKER, 11 FEET SOUTHEAST OF AN 8
 FD1102'INCH OAK TREE AND 74 FEET EAST OF THE CENTERLINE OF THE ROAD.  THE
 FD1102'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WARD NO 1 1959.
 FD1102'
 FD1102'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FD1102'MAGNETS, STAMPED WARD 1959 NO 3 1976, PROJECTING 3 INCHES, 11 FEET
 FD1102'SOUTHWEST OF A 10 INCH OAK TREE, 65 FEET NORTHEAST OF THE
 FD1102'CENTERLINE OF THE GRAVELED ROAD, 90 FEET SOUTHEAST OF THE
 FD1102'CENTERLINE OF BIRDSONG-CAMDEN ROAD AND 1 FOOT NORTHWEST OF
 FD1102'A METAL WITNESS POST.
 FD1102'
 FD1102'THE AZIMUTH MARK IS 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF
 FD1102'INTERSTATE HIGHWAY 40, 2 FEET EAST OF A METAL WITNESS POST, 16 FEET
 FD1102'SOUTHEAST OF THE CENTERLINE OF OLD ABANDONED ROAD AND 0.2 MILE
 FD1102'SOUTHWEST OF THE STATION.
 FD1102'
 FD1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 FD1102'SOUTHEAST OF CAMDEN.
 FD1102'
 FD1102'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD1102
 FD1102                          STATION RECOVERY (1976)
 FD1102
 FD1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FD1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1099 ***********************************************************************
 FD1099  DESIGNATION -  WARD AZ MK RESET
 FD1099  PID         -  FD1099
 FD1099  STATE/COUNTY-  TN/BENTON
 FD1099  USGS QUAD   -  DANIELS LANDING (1992)
 FD1099
 FD1099                         *CURRENT SURVEY CONTROL
 FD1099  ___________________________________________________________________
 FD1099* NAD 83(1986)-  35 52 09.     (N)    087 58 09.     (W)     SCALED    
 FD1099* NAVD 88     -       195.93   (meters)     642.8    (feet)  RESET     
 FD1099  ___________________________________________________________________
 FD1099  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD1099
 FD1099  VERT ORDER  -  THIRD
 FD1099
 FD1099.The horizontal coordinates were scaled from a topographic map and have
 FD1099.an estimated accuracy of +/- 6 seconds.
 FD1099
 FD1099.The orthometric height was computed from unverified reset data.
 FD1099
 FD1099.The geoid height was determined by GEOID03.
 FD1099
 FD1099;                    North         East    Units  Estimated Accuracy
 FD1099;SPC TN       -   172,190.      422,180.      MT  (+/- 180 meters Scaled)
 FD1099
 FD1099                          SUPERSEDED SURVEY CONTROL
 FD1099
 FD1099.No superseded survey control is available for this station.
 FD1099
 FD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE125698(NAD 83)
 FD1099_MARKER: DZ = AZIMUTH MARK DISK
 FD1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1099_STAMPING: WARD RESET 1963
 FD1099_MARK LOGO: TNHD  
 FD1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1099+STABILITY: SURFACE MOTION
 FD1099
 FD1099  HISTORY     - Date     Condition        Report By
 FD1099  HISTORY     - 1963     MONUMENTED       CGS
 FD1099
 FD1099                          STATION DESCRIPTION
 FD1099
 FD1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FD1099'15 MI SE FROM CAMDEN.
 FD1099'AN ESTIMATED 1-1/2 MILES W ALONG NO. 40 INTERSTATE HIGHWAY FROM
 FD1099'MIDDLE OF THE BRIDGE OVER TENNESSEE RIVER, ON N EDGE OF
 FD1099'RIGHT-OF-WAY JUST E OF THE INTERCHANGE, 0.15 MILE IN AZIMUTH 43
 FD1099'DEGREES SW FROM TRIANGULATION STATION WARD WHICH IS AN ESTIMATED
 FD1099'100 YARDS SSE OF THE HIGHEST POINT IN THE VICINITY AND
 FD1099'OVERLOOKING THE RIVER FLATS, 16 FEET S OF CENTER LINE OF OLD
 FD1099'(TO BE ABANDONED) GRAVEL ROAD, 2.0 FEET SSE OF STEEL WITNESS
 FD1099'POST, 1-1/2 FEET N OF PROPOSED STEEL N RIGHT-OF-WAY FENCE ALONG
 FD1099'HWY., ONE-HALF FOOT N OF N RIGHT-OF-WAY LINE, AND PROJECTING
 FD1099'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1101 ***********************************************************************
 FD1101  DESIGNATION -  WARD RM 1
 FD1101  PID         -  FD1101
 FD1101  STATE/COUNTY-  TN/BENTON
 FD1101  USGS QUAD   -  DANIELS LANDING (1992)
 FD1101
 FD1101                         *CURRENT SURVEY CONTROL
 FD1101  ___________________________________________________________________
 FD1101* NAD 83(1986)-  35 52 15.     (N)    087 58 01.     (W)     SCALED    
 FD1101* NAVD 88     -       205.454  (meters)     674.06   (feet)  ADJUSTED  
 FD1101  ___________________________________________________________________
 FD1101  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1101  DYNAMIC HT  -         205.277 (meters)     673.48  (feet)  COMP
 FD1101  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 FD1101
 FD1101  VERT ORDER  -  SECOND    CLASS 0
 FD1101
 FD1101.The horizontal coordinates were scaled from a topographic map and have
 FD1101.an estimated accuracy of +/- 6 seconds.
 FD1101
 FD1101.The orthometric height was determined by differential leveling
 FD1101.and adjusted by the National Geodetic Survey in June 1991..
 FD1101
 FD1101.The geoid height was determined by GEOID03.
 FD1101
 FD1101.The dynamic height is computed by dividing the NAVD 88
 FD1101.geopotential number by the normal gravity value computed on the
 FD1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1101.degrees latitude (g = 980.6199 gals.).
 FD1101
 FD1101.The modeled gravity was interpolated from observed gravity values.
 FD1101
 FD1101;                    North         East    Units  Estimated Accuracy
 FD1101;SPC TN       -   172,370.      422,390.      MT  (+/- 180 meters Scaled)
 FD1101
 FD1101                          SUPERSEDED SURVEY CONTROL
 FD1101
 FD1101  NGVD 29 (??/??/92)  205.482  (m)          674.15   (f) ADJ UNCH    2 0
 FD1101
 FD1101.Superseded values are not recommended for survey control.
 FD1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1101.See file dsdata.txt to determine how the superseded data were derived.
 FD1101
 FD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE127700(NAD 83)
 FD1101_MARKER: DR = REFERENCE MARK DISK
 FD1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1101_STAMPING: WARD NO 1 1959
 FD1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1101+STABILITY: SURFACE MOTION
 FD1101
 FD1101  HISTORY     - Date     Condition        Report By
 FD1101  HISTORY     - 1959     MONUMENTED       CGS
 FD1101  HISTORY     - 1967     GOOD             NGS
 FD1101  HISTORY     - 1976     GOOD             LOCSUR
 FD1101
 FD1101                          STATION DESCRIPTION
 FD1101
 FD1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1101'9.6 MI E FROM MC ILLWAIN.
 FD1101'THIS MARK IS LOCATED AT THE WARD 1959 TRIANGULATION STATION
 FD1101'SITE.  IT IS 76.6 FEET NORTHEAST OF REFERENCE MARK NO. 2,
 FD1101'61.6 FEET NORTH-NORTHWEST OF THE STATION MARK, 22 FEET EAST OF
 FD1101'THE APPROXIMATE CENTER OF A GRAVELED ROAD, AND ABOUT THE SAME
 FD1101'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FD1101'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD1101'IS STAMPED WARD NO 1 1959.
 FD1101
 FD1101                          STATION RECOVERY (1976)
 FD1101
 FD1101'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 FD1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1100 ***********************************************************************
 FD1100  DESIGNATION -  WARD RM 2
 FD1100  PID         -  FD1100
 FD1100  STATE/COUNTY-  TN/BENTON
 FD1100  USGS QUAD   -  DANIELS LANDING (1992)
 FD1100
 FD1100                         *CURRENT SURVEY CONTROL
 FD1100  ___________________________________________________________________
 FD1100* NAD 83(1986)-  35 52 15.     (N)    087 58 01.     (W)     SCALED    
 FD1100* NAVD 88     -       204.871  (meters)     672.15   (feet)  ADJUSTED  
 FD1100  ___________________________________________________________________
 FD1100  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1100  DYNAMIC HT  -         204.694 (meters)     671.57  (feet)  COMP
 FD1100  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 FD1100
 FD1100  VERT ORDER  -  SECOND    CLASS 0
 FD1100
 FD1100.The horizontal coordinates were scaled from a topographic map and have
 FD1100.an estimated accuracy of +/- 6 seconds.
 FD1100
 FD1100.The orthometric height was determined by differential leveling
 FD1100.and adjusted by the National Geodetic Survey in June 1991..
 FD1100
 FD1100.The geoid height was determined by GEOID03.
 FD1100
 FD1100.The dynamic height is computed by dividing the NAVD 88
 FD1100.geopotential number by the normal gravity value computed on the
 FD1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1100.degrees latitude (g = 980.6199 gals.).
 FD1100
 FD1100.The modeled gravity was interpolated from observed gravity values.
 FD1100
 FD1100;                    North         East    Units  Estimated Accuracy
 FD1100;SPC TN       -   172,370.      422,390.      MT  (+/- 180 meters Scaled)
 FD1100
 FD1100                          SUPERSEDED SURVEY CONTROL
 FD1100
 FD1100  NGVD 29 (??/??/92)  204.900  (m)          672.24   (f) ADJ UNCH    2 0
 FD1100
 FD1100.Superseded values are not recommended for survey control.
 FD1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1100.See file dsdata.txt to determine how the superseded data were derived.
 FD1100
 FD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE127700(NAD 83)
 FD1100_MARKER: DR = REFERENCE MARK DISK
 FD1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1100_STAMPING: WARD NO 2 1959
 FD1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1100+STABILITY: SURFACE MOTION
 FD1100
 FD1100  HISTORY     - Date     Condition        Report By
 FD1100  HISTORY     - 1959     MONUMENTED       CGS
 FD1100  HISTORY     - 1967     GOOD             NGS
 FD1100  HISTORY     - 1976     MARK NOT FOUND   USGS
 FD1100
 FD1100                          STATION DESCRIPTION
 FD1100
 FD1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1100'9.6 MI E FROM MC ILLWAIN.
 FD1100'THIS MARK IS LOCATED AT THE WARD 1959 TRIANGULATION STATION
 FD1100'SITE.  IT IS 79.1 FEET WEST OF THE STATION MARK, 76.6 FEET
 FD1100'SOUTHWEST OF REFERENCE MARK NO. 1, 44 FEET WEST OF THE
 FD1100'APPROXIMATE CENTER OF A GRAVELED ROAD, AND ABOUT THE SAME
 FD1100'ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN
 FD1100'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD1100'DISK IS STAMPED WARD NO 2 1959.
 FD1100
 FD1100                          STATION RECOVERY (1976)
 FD1100
 FD1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FD1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1343 ***********************************************************************
 FD1343  DESIGNATION -  WARD RM 3
 FD1343  PID         -  FD1343
 FD1343  STATE/COUNTY-  TN/BENTON
 FD1343  USGS QUAD   -  DANIELS LANDING (1992)
 FD1343
 FD1343                         *CURRENT SURVEY CONTROL
 FD1343  ___________________________________________________________________
 FD1343* NAD 83(1986)-  35 52 15.     (N)    087 58 01.     (W)     SCALED    
 FD1343* NAVD 88     -       205.05   (meters)     672.7    (feet)  RESET     
 FD1343  ___________________________________________________________________
 FD1343  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1343
 FD1343  VERT ORDER  -  THIRD
 FD1343
 FD1343.The horizontal coordinates were scaled from a topographic map and have
 FD1343.an estimated accuracy of +/- 6 seconds.
 FD1343
 FD1343.The orthometric height was computed from unverified reset data.
 FD1343.No vertical observational check was made to the station.
 FD1343
 FD1343.The geoid height was determined by GEOID03.
 FD1343
 FD1343;                    North         East    Units  Estimated Accuracy
 FD1343;SPC TN       -   172,370.      422,390.      MT  (+/- 180 meters Scaled)
 FD1343
 FD1343                          SUPERSEDED SURVEY CONTROL
 FD1343
 FD1343  NGVD 29 (10/12/01)  205.08   (m)          672.8    (f) RESET       3  
 FD1343
 FD1343.Superseded values are not recommended for survey control.
 FD1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1343.See file dsdata.txt to determine how the superseded data were derived.
 FD1343
 FD1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE127700(NAD 83)
 FD1343_MARKER: DR = REFERENCE MARK DISK
 FD1343_SETTING: 0 = UNSPECIFIED SETTING
 FD1343_STAMPING: WARD 1959 NO 3 1976
 FD1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1343
 FD1343  HISTORY     - Date     Condition        Report By
 FD1343  HISTORY     - 1976     MONUMENTED       NGS
 FD1343
 FD1343                          STATION DESCRIPTION
 FD1343
 FD1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FD1343'15.0 MI SE FROM CAMDEN.
 FD1343'0.3 MILE NORTHEAST OF THE INTERSTATE HIGHWAY 40 AND BIRDSONG
 FD1343'INTERCHANGE, ABOUT 1 MILE WEST OF THE WEST SHORE OF THE TENNESSEE
 FD1343'RIVER, ON THE HIGHEST POINT OF WARD HILL, A PRE-CAST ALUMINUM
 FD1343'MONUMENT WITH MAGNETS 11 FEET SOUTHWEST OF A 10-INCH OAK TREE,
 FD1343'65 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, AND 90
 FD1343'FEET SOUTHEAST OF THE CENTERLINE OF BIRDSONG-CAMDEN ROAD.
 FD1343'THE MARK IS 1 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1677 ***********************************************************************
 FC1677  DESIGNATION -  WARN
 FC1677  PID         -  FC1677
 FC1677  STATE/COUNTY-  TN/MONROE
 FC1677  USGS QUAD   -  PHILADELPHIA (1974)
 FC1677
 FC1677                         *CURRENT SURVEY CONTROL
 FC1677  ___________________________________________________________________
 FC1677* NAD 83(1995)-  35 38 18.45677(N)    084 24 53.89031(W)     ADJUSTED  
 FC1677* NAVD 88     -       372.2    (meters)    1221.     (feet)  VERTCON   
 FC1677  ___________________________________________________________________
 FC1677  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FC1677  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC1677
 FC1677  HORZ ORDER  -  SECOND
 FC1677
 FC1677.The horizontal coordinates were established by classical geodetic methods
 FC1677.and adjusted by the National Geodetic Survey in April 1999..
 FC1677
 FC1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1677
 FC1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1677
 FC1677.The geoid height was determined by GEOID03.
 FC1677
 FC1677;                    North         East     Units Scale Factor Converg.
 FC1677;SPC TN       -   145,965.017   743,548.792   MT  0.99995420   +0 55 40.6
 FC1677;SPC TN       -   478,886.89  2,439,459.66   sFT  0.99995420   +0 55 40.6
 FC1677;UTM  16      - 3,946,927.467   734,067.124   MT  1.00027519   +1 30 24.8
 FC1677
 FC1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1677!SPC TN       -   0.99994636  x   0.99995420  =   0.99990056
 FC1677!UTM  16      -   0.99994636  x   1.00027519  =   1.00022154
 FC1677
 FC1677:                Primary Azimuth Mark                     Grid Az
 FC1677:SPC TN       -  CAVE                                     007 20 20.4
 FC1677:UTM  16      -  CAVE                                     006 45 36.2
 FC1677
 FC1677|---------------------------------------------------------------------|
 FC1677| PID    Reference Object                     Distance      Geod. Az  |
 FC1677|                                                           dddmmss.s |
 FC1677| FC1686 CAVE                                APPROX.22.4 KM 0081601.0 |
 FC1677| FC1673 PHILADELPHIA HOSIERY MILL TANK      APPROX. 4.4 KM 0122244.7 |
 FC1677| FC1678 MELTON                              APPROX.31.7 KM 0181351.5 |
 FC1677| FC1669 SWEETWATER BLACK MUNICIPAL TK       APPROX. 6.3 KM 2282351.5 |
 FC1677| CZ4648 WARN RM 2                            32.644 METERS 23559     |
 FC1677| FC1674 SWEETWATER                          APPROX. 5.9 KM 2560523.2 |
 FC1677| CZ4647 WARN RM 1                            27.904 METERS 30830     |
 FC1677| CZ4646 WARN AZ MK                                         3140907.6 |
 FC1677|---------------------------------------------------------------------|
 FC1677
 FC1677                          SUPERSEDED SURVEY CONTROL
 FC1677
 FC1677  NAD 83(1995)-  35 38 18.46252(N)    084 24 53.88994(W) AD(       ) 2
 FC1677  NAD 83(1986)-  35 38 18.46767(N)    084 24 53.88810(W) AD(       ) 2
 FC1677  NAD 27      -  35 38 18.19900(N)    084 24 54.15400(W) AD(       ) 2
 FC1677  NGVD 29 (07/19/86)  372.3    (m)         1221.     (f) VERT ANG       
 FC1677
 FC1677.Superseded values are not recommended for survey control.
 FC1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1677.See file dsdata.txt to determine how the superseded data were derived.
 FC1677
 FC1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3406746927(NAD 83)
 FC1677_MARKER: DS = TRIANGULATION STATION DISK
 FC1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1677
 FC1677  HISTORY     - Date     Condition        Report By
 FC1677  HISTORY     - 1934     MONUMENTED       CGS
 FC1677  HISTORY     - 1961     POOR             CGS
 FC1677
 FC1677                          STATION DESCRIPTION
 FC1677
 FC1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1677'ABOUT 4-1/4 MILES NORTHEAST OF SWEETWATER, ON TOP OF MOST
 FC1677'SOUTHEASTERLY AND SLIGHTLY HIGHER OF TWO WOODED KNOBS, AND ON
 FC1677'PROPERTY OF MRS. WARN, OF SWEETWATER. TO REACH FROM JUNCTION OF U.S.
 FC1677'ROUTE 11 AND STATE ROUTE 95 IN LOUDON, FOLLOW ROUTE 11 SOUTH
 FC1677'8.3 MILES TO POINT 0.1 MILE BEYOND WHERE TRANSMISSION LINE CROSSES
 FC1677'HIGHWAY, TURN LEFT (EAST) ONTO STONE ROAD AND GO 0.7 MILE TO
 FC1677'MR. MILLS HOME (END OF TRUCK TRAVEL), AND FROM HERE FOLLOW TRAIL AND
 FC1677'WAGON ROAD SOUTHEAST 1/4 MILE TO TOP OF HILL AND STATION
 FC1677'SITE 40 FEET NORTH OF HIGHEST POINT OF RIDGE AND SLIGHTLY LOWER,
 FC1677'20.8 FEET NORTH OF 10-INCH TRIANGLE-BLAZED BLACK OAK, AND 16 FEET
 FC1677'WEST OF TWO 15-INCH WHITE-OAK TREES. SURFACE AND
 FC1677'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1677'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FC1677'DISKS IN CONCRETE. NO 1 IS ON DOWNWARD SLOPE OF RIDGE, 15
 FC1677'FEET WEST-NORTHWEST OF 15-INCH TWIN OAK TREE, AND 91.55
 FC1677'FEET FROM STATION. NO 2 IS ON DOWNWARD
 FC1677'SLOPE OF RIDGE, 25 FEET NORTH OF 24-INCH ELM TREE, AND 107.10
 FC1677'FEET FROM STATION. AZIMUTH MARK IS ON
 FC1677'DOWNWARD SLOPE OF ADJOINING HILL, 45 FEET SOUTH OF TOP OF HILL,
 FC1677'11 FEET NORTH-NORTHEAST OF 15-INCH WHITE-OAK TREE, AND ABOUT
 FC1677'150 YARDS FROM STATION.
 FC1677
 FC1677                          STATION RECOVERY (1961)
 FC1677
 FC1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1677'THE STATION WAS FOUND WITH THE SURFACE MARK BROKEN OFF. REFERENCE
 FC1677'MARK NO. 1 AND 2 AND THE AZIMUTH MARK WERE IN GOOD CONDITION. A
 FC1677'NEW SURFACE MARK WAS SET BY THIS PARTY. THE DIRECTION TO THE AZIMUTH
 FC1677'MARK WAS MEASURED ON TWO DIFFERENT DATES AND A DISCREPANCY WAS
 FC1677'FOUND IN THE 1934 OBSERVATIONS. A NEW AND COMPLETE DESCRIPTION
 FC1677'FOLLOWS-
 FC1677'
 FC1677'THE STATION IS LOCATED ON A WOODED HILL ABOUT 3 MILES SOUTH OF
 FC1677'PHILADELPHIA AND ABOUT 4 MILES NORTHEAST OF SWEETWATER.
 FC1677'
 FC1677'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO NORTH ON
 FC1677'U. S. HIGHWAY 11 FOR 3.65 MILES TO A SIDE ROAD ON THE
 FC1677'RIGHT, TURN RIGHT AND GO 0.9 MILE TO MR. J. W. KIRKLANDS HOME, TURN
 FC1677'RIGHT UP FARM ROAD AND GO 0.3 MILE TO A FIELD, CONTINUE
 FC1677'STRAIGHT AHEAD CROSSING FIELD FOR 0.05 MILE TO EDGE OF WOODS, ENTER
 FC1677'WOODS AND FOLLOW DIM TRACK ROAD FOR 0.1 MILE TO THE
 FC1677'STATION.
 FC1677'
 FC1677'THE STATION IS 21 FEET NORTH OF A TRIANGLE BLAZED OAK TREE AND 3.2
 FC1677'FEET NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK,
 FC1677'FLUSH, AND IS STAMPED WARN 1934 1961.
 FC1677'
 FC1677'REFERENCE MARK NO. 1 IS A STANDARD DISK, FLUSH, AND IS STAMPED WARN
 FC1677'NO 1 1934.
 FC1677'
 FC1677'REFERENCE MARK NO. 2 IS A STANDARD DISK, FLUSH, AND IS STAMPED WARN
 FC1677'NO 2 1934.
 FC1677'
 FC1677'THE AZIMUTH MARK IS 1.2 FEET SOUTHEAST OF A WITNESS POST SET ON THE
 FC1677'SOUTHEAST SLOPE OF THE ADJOINING HILL TO THE NORTHWEST. IT IS
 FC1677'A STANDARD REFERENCE MARK DISK, FLUSH, AND IS STAMPED WARN AZI 1934.
 FC1677'
 FC1677'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2514 ***********************************************************************
 FE2514  DESIGNATION -  WARREN
 FE2514  PID         -  FE2514
 FE2514  STATE/COUNTY-  TN/FAYETTE
 FE2514  USGS QUAD   -  LAMBERT (1983)
 FE2514
 FE2514                         *CURRENT SURVEY CONTROL
 FE2514  ___________________________________________________________________
 FE2514* NAD 83(1995)-  35 15 27.26466(N)    089 27 28.51510(W)     ADJUSTED  
 FE2514* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 FE2514  ___________________________________________________________________
 FE2514  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FE2514  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2514
 FE2514  HORZ ORDER  -  SECOND
 FE2514
 FE2514.The horizontal coordinates were established by classical geodetic methods
 FE2514.and adjusted by the National Geodetic Survey in April 1999..
 FE2514
 FE2514.The orthometric height was scaled from a topographic map.
 FE2514
 FE2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2514
 FE2514.The geoid height was determined by GEOID03.
 FE2514
 FE2514;                    North         East     Units Scale Factor Converg.
 FE2514;SPC TN       -   108,103.332   285,390.993   MT  0.99999867   -2 01 27.9
 FE2514;SPC TN       -   354,669.02    936,320.28   sFT  0.99999867   -2 01 27.9
 FE2514;UTM  16      - 3,904,377.243   276,392.691   MT  1.00021624   -1 25 10.0
 FE2514
 FE2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2514!SPC TN       -   0.99998816  x   0.99999867  =   0.99998683
 FE2514!UTM  16      -   0.99998816  x   1.00021624  =   1.00020439
 FE2514
 FE2514:                Primary Azimuth Mark                     Grid Az
 FE2514:SPC TN       -  SOMERVILLE MUNICIPAL TANK                100 26 48.0
 FE2514:UTM  16      -  SOMERVILLE MUNICIPAL TANK                099 50 30.1
 FE2514
 FE2514|---------------------------------------------------------------------|
 FE2514| PID    Reference Object                     Distance      Geod. Az  |
 FE2514|                                                           dddmmss.s |
 FE2514| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX.10.2 KM 0982520.1 |
 FE2514| FE2498 WILLISTON LOT WT 29                 APPROX.16.1 KM 1420642.6 |
 FE2514| CG5318 WARREN RM 1                          30.951 METERS 15806     |
 FE2514| FE2536 MACON RAD STA KID 58 MAST           APPROX.10.8 KM 2040203.2 |
 FE2514| CG5319 WARREN RM 2                          27.437 METERS 31633     |
 FE2514| CG5317 WARREN AZ MK                                       3561553.2 |
 FE2514|---------------------------------------------------------------------|
 FE2514
 FE2514                          SUPERSEDED SURVEY CONTROL
 FE2514
 FE2514  NAD 83(1995)-  35 15 27.26876(N)    089 27 28.51515(W) AD(       ) 2
 FE2514  NAD 83(1995)-  35 15 27.26926(N)    089 27 28.51526(W) AD(       ) 2
 FE2514  NAD 83(1986)-  35 15 27.27659(N)    089 27 28.51545(W) AD(       ) 2
 FE2514  NAD 27      -  35 15 26.96600(N)    089 27 28.24990(W) AD(       ) 2
 FE2514
 FE2514.Superseded values are not recommended for survey control.
 FE2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2514.See file dsdata.txt to determine how the superseded data were derived.
 FE2514
 FE2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7639304377(NAD 83)
 FE2514_MARKER: DS = TRIANGULATION STATION DISK
 FE2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2514
 FE2514  HISTORY     - Date     Condition        Report By
 FE2514  HISTORY     - 1958     MONUMENTED       CGS
 FE2514
 FE2514                          STATION DESCRIPTION
 FE2514
 FE2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2514'THE STATION IS ABOUT 3-1/2 MILES EAST OF THE TOWN OF OAKLAND, 6 MILES
 FE2514'NORTHWEST OF THE TOWN OF SOMERVILLE, AND ABOUT 1 MILE WEST OF
 FE2514'WARREN RAILROAD STATION.  THE STATION IS IN THE YARD OF A TENANT
 FE2514'FARMHOUSE ON PROPERTY OWNED BY MR. L.W.  MC KINSTRY WHO LIVES IN
 FE2514'THE TOWN OF OAKLAND.  IT IS 25 FEET NORTHEAST OF THE NORTHEAST CORNER
 FE2514'OF A FRAME FARMHOUSE, 37 FEET EAST OF THE CENTER LINE OF THE FARM
 FE2514'ROAD, 51 FEET EAST OF A POWER LINE POLE, AND 65 FEET SOUTHWEST OF A
 FE2514'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2514'STAMPED WARREN 1958.
 FE2514'
 FE2514'TO REACH THE STATION FROM THE COURTHOUSE IN THE TOWN OF SOMERVILLE,
 FE2514'GO WEST ON U.S. HIGHWAY 64 FOR 5.2 MILES TO A PAVED ROAD RIGHT.
 FE2514'TURN RIGHT, NORTH, FOR 1.8 MILES TO A CROSSROAD.  TURN LEFT, WEST, ON
 FE2514'GRAVEL ROAD FOR 0.8 MILE TO A GATE AND FARM ROAD ON LEFT.  TURN
 FE2514'LEFT, SOUTH, THROUGH GATE ON GRAVEL FARM ROAD FOR 0.4 MILE TO STATION
 FE2514'ON LEFT, EAST, SIDE OF ROAD AS DESCRIBED.
 FE2514'
 FE2514'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL FARM
 FE2514'ROAD FOR 0.25 MILES TO AZIMUTH MARK ON RIGHT, EAST, SIDE OF ROAD AS
 FE2514'DESCRIBED.
 FE2514'
 FE2514'REFERENCE MARK 1 IS 1 FOOT SOUTHWEST OF A SHED, 59 FEET SOUTHEAST OF
 FE2514'THE SOUTHEAST CORNER OF A FRAME FARMHOUSE, AND 96 FEET EAST OF THE
 FE2514'CENTER LINE OF A FARM ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2514'STAMPED WARREN NO 1 1958.
 FE2514'
 FE2514'REFERENCE MARK 2 IS 23 FEET EAST OF THE CENTER LINE OF FARM ROAD, 54
 FE2514'FEET NORTH OF A POWER LINE POLE, AND 40 FEET NORTH OF A WHITE
 FE2514'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WARREN
 FE2514'NO 2 1958.
 FE2514'
 FE2514'AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 FE2514'FENCE, 13 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 20 FEET
 FE2514'NORTHWEST OF A POWER LINE POLE, AND 2 FEET WEST OF A WHITE WITNESS
 FE2514'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WARREN 1958.
 FE2514'
 FE2514'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1983 ***********************************************************************
 FC1983  DESIGNATION -  WARRPORT
 FC1983  PID         -  FC1983
 FC1983  STATE/COUNTY-  TN/WARREN
 FC1983  USGS QUAD   -  MC MINNVILLE (1984)
 FC1983
 FC1983                         *CURRENT SURVEY CONTROL
 FC1983  ___________________________________________________________________
 FC1983* NAD 83(1995)-  35 42 10.60924(N)    085 50 16.39089(W)     ADJUSTED  
 FC1983* NAVD 88     -       312.3    (meters)    1025.     (feet)  VERTCON   
 FC1983  ___________________________________________________________________
 FC1983  X           -     376,359.317 (meters)                     COMP
 FC1983  Y           -  -5,171,857.046 (meters)                     COMP
 FC1983  Z           -   3,701,641.767 (meters)                     COMP
 FC1983  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FC1983  ELLIP HEIGHT-         283.25  (meters)          (04/12/99) GPS OBS
 FC1983  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1983
 FC1983  HORZ ORDER  -  THIRD
 FC1983  ELLP ORDER  -  FOURTH    CLASS I
 FC1983
 FC1983.This mark is at Warren Co Mem Airport (RNC)
 FC1983
 FC1983.The horizontal coordinates were established by GPS observations
 FC1983.and adjusted by the National Geodetic Survey in April 1999..
 FC1983
 FC1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1983
 FC1983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1983
 FC1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1983
 FC1983.The ellipsoidal height was determined by GPS observations
 FC1983.and is referenced to NAD 83.
 FC1983
 FC1983.The geoid height was determined by GEOID03.
 FC1983
 FC1983;                    North         East     Units Scale Factor Converg.
 FC1983;SPC TN       -   151,969.371   614,670.658   MT  0.99995101   +0 05 41.7
 FC1983;SPC TN       -   498,586.18  2,016,631.98   sFT  0.99995101   +0 05 41.7
 FC1983;UTM  16      - 3,951,624.008   605,132.242   MT  0.99973620   +0 40 41.7
 FC1983
 FC1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1983!SPC TN       -   0.99995554  x   0.99995101  =   0.99990656
 FC1983!UTM  16      -   0.99995554  x   0.99973620  =   0.99969176
 FC1983
 FC1983                          SUPERSEDED SURVEY CONTROL
 FC1983
 FC1983  NAD 83(1995)-  35 42 10.61087(N)    085 50 16.39429(W) AD(       ) 3
 FC1983  NGVD 29 (09/17/90)  312.3    (m)         1025.     (f) GPS OBS        
 FC1983
 FC1983.Superseded values are not recommended for survey control.
 FC1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1983.See file dsdata.txt to determine how the superseded data were derived.
 FC1983
 FC1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0513251624(NAD 83)
 FC1983_MARKER: I = METAL ROD
 FC1983_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1983_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1983+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1989
 FC1983
 FC1983  HISTORY     - Date     Condition        Report By
 FC1983  HISTORY     - 1987     MONUMENTED       NGS
 FC1983  HISTORY     - 19891103 GOOD
 FC1983
 FC1983                          STATION DESCRIPTION
 FC1983
 FC1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1983'3.55 MILES WESTERLY ALONG US HIGHWAY 70 S BY-PASS FROM THE
 FC1983'INTERSECTION OF STATE HIGHWAY 56 IN THE NORTH SIDE OF MCMINNVILLE,
 FC1983'TO THE JUNCTION OF A BLACK TOP ROAD SOUTH, THENCE 0.10 MILE SOUTH
 FC1983'ALONG BLACK TOP ROAD TO THE OFFICE OF THE WARREN COUNTY MUNICIPAL
 FC1983'AIRPORT, THENCE 0.10 MILE SOUTHEAST ACROSS THE TAXIWAY TO WHERE
 FC1983'TAXIWAY AND RUNWAY MEET, A 3-D MARK A STAINLESS STEEL ROD DRIVEN
 FC1983'19.0 FEET TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 FC1983'GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH
 FC1983'LOGO CAP ---STAMPED WARRPORT 1987 1 INCH BELOW GROUND, 38.1 FEET
 FC1983'NORTHWEST OF NORTHWEST EDGE OF RUNWAY,101.0 FEET SOUTHWEST OF
 FC1983'SOUTHWEST EDGE OF TAXIWAY, 102.5 FEET SOUTHEAST OF 2X3 FOOT
 FC1983'STEEL COVER FOR A DRAIN, 25.3 FEET WEST OF A STEEL PIPE
 FC1983'SUPPORTING A BLACK BOX, AND 1.0 FOOT NORTHEAST OF A FIBERGLASS
 FC1983'WITNESS POST. A REBAR WAS PLACED IN CONCRETE NOTE-- ALL AIRPORT
 FC1983'NUMBER 668-3200 BEFORE GOING ON AIRPORT.
 FC1983
 FC1983                          STATION RECOVERY (1989)
 FC1983
 FC1983'RECOVERED 1989
 FC1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1984 ***********************************************************************
 FC1984  DESIGNATION -  WARRPORT AZ MK
 FC1984  PID         -  FC1984
 FC1984  STATE/COUNTY-  TN/WARREN
 FC1984  USGS QUAD   -  MC MINNVILLE (1984)
 FC1984
 FC1984                         *CURRENT SURVEY CONTROL
 FC1984  ___________________________________________________________________
 FC1984* NAD 83(1995)-  35 42 01.16096(N)    085 50 30.57221(W)     ADJUSTED  
 FC1984* NAVD 88     -       310.8    (meters)    1020.     (feet)  VERTCON   
 FC1984  ___________________________________________________________________
 FC1984  X           -     376,015.969 (meters)                     COMP
 FC1984  Y           -  -5,172,051.180 (meters)                     COMP
 FC1984  Z           -   3,701,404.401 (meters)                     COMP
 FC1984  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FC1984  ELLIP HEIGHT-         281.74  (meters)          (04/12/99) GPS OBS
 FC1984  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1984
 FC1984  HORZ ORDER  -  THIRD
 FC1984  ELLP ORDER  -  FOURTH    CLASS I
 FC1984
 FC1984.This mark is at Warren Co Mem Airport (RNC)
 FC1984
 FC1984.The horizontal coordinates were established by GPS observations
 FC1984.and adjusted by the National Geodetic Survey in April 1999..
 FC1984
 FC1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1984
 FC1984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1984
 FC1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1984
 FC1984.The ellipsoidal height was determined by GPS observations
 FC1984.and is referenced to NAD 83.
 FC1984
 FC1984.The geoid height was determined by GEOID03.
 FC1984
 FC1984;                    North         East     Units Scale Factor Converg.
 FC1984;SPC TN       -   151,677.602   614,314.641   MT  0.99995111   +0 05 33.4
 FC1984;SPC TN       -   497,628.93  2,015,463.95   sFT  0.99995111   +0 05 33.4
 FC1984;UTM  16      - 3,951,328.693   604,779.290   MT  0.99973529   +0 40 33.3
 FC1984
 FC1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1984!SPC TN       -   0.99995578  x   0.99995111  =   0.99990689
 FC1984!UTM  16      -   0.99995578  x   0.99973529  =   0.99969108
 FC1984
 FC1984                          SUPERSEDED SURVEY CONTROL
 FC1984
 FC1984  NAD 83(1995)-  35 42 01.16261(N)    085 50 30.57559(W) AD(       ) 3
 FC1984  NGVD 29 (09/17/90)  310.8    (m)         1020.     (f) GPS OBS        
 FC1984
 FC1984.Superseded values are not recommended for survey control.
 FC1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1984.See file dsdata.txt to determine how the superseded data were derived.
 FC1984
 FC1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0477951329(NAD 83)
 FC1984_MARKER: I = METAL ROD
 FC1984_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1984_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1984+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 FC1984
 FC1984  HISTORY     - Date     Condition        Report By
 FC1984  HISTORY     - 1987     MONUMENTED       NGS
 FC1984  HISTORY     - 19891103 GOOD
 FC1984  HISTORY     - 20040610 GOOD             INDIV
 FC1984
 FC1984                          STATION DESCRIPTION
 FC1984
 FC1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1984'3.55 MILES WESTERLY ALONG US HIGHWAY 70 S BY-PASS FROM THE INTERSECTIO
 FC1984'OF STATE HIGHWAY 56 IN THE NORTH SIDE OF MCMINNVILLE, TO THE JUNCTION
 FC1984'OF A LACK TOP ROAD SOUTH, THENCE 0.1 MILE SOUTH ALONG BLACK TOP ROAD
 FC1984'TO THE OFFICE OF THE WARREN COUNTY MUNICIPAL AIRPORT, THENCE 0.25 MILE
 FC1984'SOUTHWEST ALONG TAXIWAY TO MARK NEAR CORNER OF TAXIWAY AND RUNWAY, A
 FC1984'3-D MARK, A STAINLESS STEEL ROD DRIVEN 20.0 FEET TO REFUSAL 3 INCHES
 FC1984'BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE
 FC1984'ENCASED IN A 5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED WARRPORT AZ MK
 FC1984'1987, 1 INCH BELOW GROUND, 105.3 FEET SOUTHEAST OF THE CENTER OF A
 FC1984'CONCRETE CULVERT WITH HEADWALL, 63.8 FEET NORTHEAST OF NORTHEAST
 FC1984'EDGE OF TAXIWAY, 42.5 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY,
 FC1984'25.5 FEET NORTHWEST OF A STEEL PIPE SUPPORTING A METAL BOX, AND
 FC1984'1.0 FOOT SOUTHWEST FOR A FIBERGLASS WITNESS POST. A REBAR WAS SET IN
 FC1984'CONCRETE. NOTE-- CALL AIRPORT NUMBER 668-3250 BEFORE GOING ON
 FC1984'AIRPORT.
 FC1984
 FC1984                          STATION RECOVERY (1989)
 FC1984
 FC1984'RECOVERED 1989
 FC1984'RECOVERED IN GOOD CONDITION.
 FC1984
 FC1984                          STATION RECOVERY (2004)
 FC1984
 FC1984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GWM)
 FC1984'RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS, LOGO CAP IS NOW A HINGED
 FC1984'ALUMINUM LID STAMPED ACCESS COVER ( NOT WARRPORT AZ MK 1987)AND
 FC1984'MONUMENT IS NOW APPROX. 32.5 FEET NORTHWEST OF NORTHWEST EDGE OF
 FC1984'RUNWAY (RUNWAY HAS BEEN WIDENED AND MOUMUMENT IS NO LONGER 42.5 FEET
 FC1984'FROM THE EDGE OF THE RUNWAY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0338 ***********************************************************************
 FF0338  DESIGNATION -  WASHINGTON
 FF0338  PID         -  FF0338
 FF0338  STATE/COUNTY-  TN/SHELBY
 FF0338  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0338
 FF0338                         *CURRENT SURVEY CONTROL
 FF0338  ___________________________________________________________________
 FF0338* NAD 83(1995)-  35 10 22.07736(N)    090 02 29.57797(W)     ADJUSTED  
 FF0338* NAVD 88     -        71.029  (meters)     233.03   (feet)  ADJUSTED  
 FF0338  ___________________________________________________________________
 FF0338  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FF0338  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0338  DYNAMIC HT  -          70.964 (meters)     232.82  (feet)  COMP
 FF0338  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF0338
 FF0338  HORZ ORDER  -  THIRD
 FF0338  VERT ORDER  -  FIRST     CLASS I
 FF0338
 FF0338.The horizontal coordinates were established by classical geodetic methods
 FF0338.and adjusted by the National Geodetic Survey in April 1999..
 FF0338
 FF0338.The orthometric height was determined by differential leveling
 FF0338.and adjusted by the National Geodetic Survey in June 1991..
 FF0338
 FF0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0338
 FF0338.The geoid height was determined by GEOID03.
 FF0338
 FF0338.The dynamic height is computed by dividing the NAVD 88
 FF0338.geopotential number by the normal gravity value computed on the
 FF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0338.degrees latitude (g = 980.6199 gals.).
 FF0338
 FF0338.The modeled gravity was interpolated from observed gravity values.
 FF0338
 FF0338;                    North         East     Units Scale Factor Converg.
 FF0338;SPC TN       -   100,740.451   231,930.939   MT  1.00001452   -2 21 57.9
 FF0338;SPC TN       -   330,512.63    760,926.76   sFT  1.00001452   -2 21 57.9
 FF0338;SPC AR N     -    94,905.765   578,388.083   MT  0.99996156   +1 08 22.6
 FF0338;SPC AR N     -   311,370.00  1,897,594.90   sFT  0.99996156   +1 08 22.6
 FF0338;UTM  15      - 3,896,215.246   769,435.342   MT  1.00049477   +1 42 18.8
 FF0338;UTM  16      - 3,896,443.793   222,994.208   MT  1.00054577   -1 45 11.5
 FF0338
 FF0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0338!SPC TN       -   0.99999313  x   1.00001452  =   1.00000765
 FF0338!SPC AR N     -   0.99999313  x   0.99996156  =   0.99995469
 FF0338!UTM  15      -   0.99999313  x   1.00049477  =   1.00048790
 FF0338!UTM  16      -   0.99999313  x   1.00054577  =   1.00053890
 FF0338
 FF0338:                Primary Azimuth Mark                     Grid Az
 FF0338:SPC TN       -  MEMPHIS THE HUMKO CO TANK                031 57 52.1
 FF0338:SPC AR N     -  MEMPHIS THE HUMKO CO TANK                028 27 31.6
 FF0338:UTM  15      -  MEMPHIS THE HUMKO CO TANK                027 53 35.4
 FF0338:UTM  16      -  MEMPHIS THE HUMKO CO TANK                031 21 05.7
 FF0338
 FF0338|---------------------------------------------------------------------|
 FF0338| PID    Reference Object                     Distance      Geod. Az  |
 FF0338|                                                           dddmmss.s |
 FF0338| FF1981 MEMPHIS THE HUMKO CO TANK           APPROX. 1.8 KM 0293554.2 |
 FF0338| FF1966 MEMPHIS RADIO STA WREC NE MAST      APPROX. 3.8 KM 0490320.8 |
 FF0338| FF1975 MEMPHIS RADIO STA WREC SW MAST      APPROX. 3.7 KM 0495214.9 |
 FF0338| FF0334 WASHINGTON RM 1                      28.146 METERS 06033     |
 FF0338| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX. 1.4 KM 0704432.5 |
 FF0338| FE2578 MEMPHIS RAD STA KIH 209 MAST        APPROX. 6.5 KM 0994535.8 |
 FF0338| FE2577 MEMPHIS MC LEAN BAPTIST CH          APPROX. 4.3 KM 1085452.2 |
 FF0338| FE2576 MEMPHIS EVERGREEN PRESB CHURCH      APPROX. 4.9 KM 1150943.1 |
 FF0338| FE1208 OVERTON                             APPROX. 6.0 KM 1161519.9 |
 FF0338| FF1974 MEMPHIS SEARS ROEBUCK FLAGPOLE      APPROX. 3.5 KM 1312048.5 |
 FF0338| FF1977 MEMPHIS N PARKWAY PUMP STA STK      APPROX. 2.4 KM 1543851.2 |
 FF0338| FF0336 WASHINGTON RM 2                      25.268 METERS 15810     |
 FF0338| FF0337 WASHINGTON RM 3 AZIMUTH             104.577 METERS 18606     |
 FF0338| FF1986 MEMPHIS ST MARYS CATHOLIC CH        APPROX. 2.4 KM 1932039.8 |
 FF0338| FF1968 RADIO STATION KWEM MAST             APPROX. 6.5 KM 2273653.4 |
 FF0338| FF1987 FRAYSER INTL HARVESTER TANK         APPROX. 4.0 KM 3532028.7 |
 FF0338| FF1984 MEMPHIS POWER LIGHT CO TANK         APPROX. 3.7 KM 3591055.2 |
 FF0338| FF1988 MEMPHIS RADIO STA WMPS SE MAST      APPROX. 5.5 KM 3592627.0 |
 FF0338|---------------------------------------------------------------------|
 FF0338
 FF0338                          SUPERSEDED SURVEY CONTROL
 FF0338
 FF0338  NAD 83(1995)-  35 10 22.07960(N)    090 02 29.57775(W) AD(       ) 3
 FF0338  NAD 83(1995)-  35 10 22.08271(N)    090 02 29.57733(W) AD(       ) 3
 FF0338  NAD 83(1986)-  35 10 22.08773(N)    090 02 29.57912(W) AD(       ) 3
 FF0338  NAD 27      -  35 10 21.76530(N)    090 02 29.25050(W) AD(       ) 3
 FF0338  NGVD 29 (??/??/??)   70.989  (m)          232.90   (f) ADJUSTED    1 1
 FF0338
 FF0338.Superseded values are not recommended for survey control.
 FF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0338.See file dsdata.txt to determine how the superseded data were derived.
 FF0338
 FF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6943596215(NAD 83)
 FF0338_MARKER: DS = TRIANGULATION STATION DISK
 FF0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0338_STAMPING: WASHINGTON 1957
 FF0338_MARK LOGO: CGS   
 FF0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0338+STABILITY: SURFACE MOTION
 FF0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0338+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0338
 FF0338  HISTORY     - Date     Condition        Report By
 FF0338  HISTORY     - 1957     MONUMENTED       CGS
 FF0338  HISTORY     - 1959     GOOD             CGS
 FF0338  HISTORY     - 1974     GOOD             NGS
 FF0338  HISTORY     - 1974     GOOD             NGS
 FF0338  HISTORY     - 20021024 GOOD             USACE
 FF0338
 FF0338                          STATION DESCRIPTION
 FF0338
 FF0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0338'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY
 FF0338'OF MEMPHIS, 0.1 MILE WEST OF THE INTERSECTION OF NORTH SIXTH
 FF0338'STREET WITH MARBLE AVENUE, ON THE SOUTH SIDE OF MARBLE AVENUE,
 FF0338'IN THE NORTHEAST CORNER OF THE OF THE WASHINGTON PARK AND
 FF0338'PLAYGROUND FOR COLORED PEOPLE.  IT IS 100 FEET SOUTH OF
 FF0338'THE CENTERLINE OF MARBLE AVENUE, 34 FEET EAST OF A HIGH
 FF0338'WIRE FENCE, 46 FEET EAST OF THE EAST EDGE OF THE WASHINGTON
 FF0338'PARK SWIMMING POOL AND 30 FEET NORTH OF AN 18 INCH ELM TREE.
 FF0338'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WASHINGTON
 FF0338'1957.
 FF0338'
 FF0338'REFERENCE MARK 1 IS 47 FEET SOUTH OF THE CENTERLINE OF MARBLE
 FF0338'AVENUE, 20 FEET NORTHWEST OF AN 18 INCH ELM TREE AND 16
 FF0338'FEET SOUTH OF A 16 INCH ELM TREE.  THE MONUMENT IS FLUSH
 FF0338'AND THE DISK IS STAMPED WASHINGTON NO 1 1957.
 FF0338'
 FF0338'REFERENCE MARK 2 IS 69 FEET EAST OF A HIGH WIRE FENCE, 115
 FF0338'FEET NORTHEAST OF A POWER LINE POLE AND 69 FEET EAST OF
 FF0338'A POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FF0338'STAMPED WASHINGTON NO 2 1957.
 FF0338'
 FF0338'REFERENCE MARK 3 IS 13 FEET EAST OF A 24 INCH OAK TREE,
 FF0338'37 FEET WEST OF A HEDGEROW AND 175 FEET SOUTH OF A FENCE
 FF0338'CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WASHINGTON
 FF0338'NO 3 1957.
 FF0338'
 FF0338'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FF0338'A REFERENCE MARK 3 WAS ESTABLISHED AND LOCATED WITH PRECISE
 FF0338'PROCEDURES SO THAT AN AZIMUTH BETTER THAN THE ORDINARY
 FF0338'REFERENCE MARK WOULD BE AVAILABLE.
 FF0338'
 FF0338'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF0338
 FF0338                          STATION RECOVERY (1959)
 FF0338
 FF0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FF0338'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED.  THE
 FF0338'ORIGINAL DESCRIPTION IS ADEQUATE.
 FF0338
 FF0338                          STATION RECOVERY (1974)
 FF0338
 FF0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0338'THE STATION, R.M. 3 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 FF0338'AND LEVELED OVER IN 1974.
 FF0338'
 FF0338'TO REACH GO TO THE NORTHEAST PORTION OF THE WASHINGTON PARK
 FF0338'AND PLAY GROUND, 0.15 MILE EAST OF THE JUNCTION OF NORTH SECOND
 FF0338'STREET AND MARBLE AVENUE.
 FF0338'
 FF0338'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 FF0338'WASHINGTON 1957-100 FEET SOUTH OF THE CENTER LINE OF MARBLE
 FF0338'AVENUE, 37.7 FEET EAST OF A CHAIN LINK FENCE WHICH IS A LONG
 FF0338'THE EAST SIDE OF A SWIMMING POOL, IN A CONCRETE POST.
 FF0338'
 FF0338'R.M. 2 IS A REFERENCE MARK DISK, STAMPED WASHINGTON NO 2
 FF0338'1957.  82.9 FEET SOUTH-SOUTHEAST OF THE STATION.
 FF0338'
 FF0338'R.M. 3 IS A C AND GS REFERENCE MARK DISK, STAMPED WASHINGTON
 FF0338'NO.3 1957.  343.1 FEET SOUTH OF THE STATION, IN THE TOP OF A
 FF0338'CONCRETE POST.
 FF0338'
 FF0338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0338'AT MEMPHIS.
 FF0338
 FF0338                          STATION RECOVERY (1974)
 FF0338
 FF0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0338'AT MEMPHIS.
 FF0338'AT MEMPHIS, IN THE NORTHWEST PART OF CITY, IN THE NORTHEAST
 FF0338'PORTION OF WASHINGTON PARK AND PLAYGROUND, 0.15 MILE EAST OF JUNCTION
 FF0338'OF NORTH SECOND STREET AND MARBLE AVENUE, 100 FEET SOUTH OF THE
 FF0338'CENTER LINE OF MARBLE AVENUE, 37.7 FEET EAST OF A CHAIN LINK
 FF0338'FENCE ON THE EAST SIDE OF SWIMMING POOL, 343.1 FEET NORTH OF
 FF0338'WASHINGTON RM 3, 92.3 FEET SOUTHWEST OF WASHINGTON RM 1, 82.9
 FF0338'FEET NORTH-NORTHWEST OF WASHINGTON RM 2, AND IN THE TOP OF A
 FF0338'CONCRETE POST 2-INCHES UNDERGROUND.
 FF0338
 FF0338                          STATION RECOVERY (2002)
 FF0338
 FF0338'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0334 ***********************************************************************
 FF0334  DESIGNATION -  WASHINGTON RM 1
 FF0334  PID         -  FF0334
 FF0334  STATE/COUNTY-  TN/SHELBY
 FF0334  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0334
 FF0334                         *CURRENT SURVEY CONTROL
 FF0334  ___________________________________________________________________
 FF0334* NAD 83(1986)-  35 10 21.     (N)    090 02 27.     (W)     SCALED    
 FF0334* NAVD 88     -        70.459  (meters)     231.16   (feet)  ADJUSTED  
 FF0334  ___________________________________________________________________
 FF0334  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0334  DYNAMIC HT  -          70.396 (meters)     230.96  (feet)  COMP
 FF0334  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF0334
 FF0334  VERT ORDER  -  FIRST     CLASS I
 FF0334
 FF0334.The horizontal coordinates were scaled from a topographic map and have
 FF0334.an estimated accuracy of +/- 6 seconds.
 FF0334
 FF0334.The orthometric height was determined by differential leveling
 FF0334.and adjusted by the National Geodetic Survey in June 1991..
 FF0334
 FF0334.The geoid height was determined by GEOID03.
 FF0334
 FF0334.The dynamic height is computed by dividing the NAVD 88
 FF0334.geopotential number by the normal gravity value computed on the
 FF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0334.degrees latitude (g = 980.6199 gals.).
 FF0334
 FF0334.The modeled gravity was interpolated from observed gravity values.
 FF0334
 FF0334;                    North         East    Units  Estimated Accuracy
 FF0334;SPC TN       -   100,710.      232,000.      MT  (+/- 180 meters Scaled)
 FF0334
 FF0334                          SUPERSEDED SURVEY CONTROL
 FF0334
 FF0334  NGVD 29 (??/??/??)   70.420  (m)          231.04   (f) ADJUSTED    1 1
 FF0334
 FF0334.Superseded values are not recommended for survey control.
 FF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0334.See file dsdata.txt to determine how the superseded data were derived.
 FF0334
 FF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695961(NAD 83)
 FF0334_MARKER: DR = REFERENCE MARK DISK
 FF0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0334_STAMPING: WASHINGTON NO 1 1957
 FF0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0334+STABILITY: SURFACE MOTION
 FF0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0334+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0334
 FF0334  HISTORY     - Date     Condition        Report By
 FF0334  HISTORY     - 1957     MONUMENTED       CGS
 FF0334  HISTORY     - 1974     GOOD             NGS
 FF0334  HISTORY     - 20021024 GOOD             USACE
 FF0334
 FF0334                          STATION DESCRIPTION
 FF0334
 FF0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0334'AT MEMPHIS.
 FF0334'AT MEMPHIS, IN THE NORTHWEST PART OF CITY, IN THE NORTHEAST
 FF0334'PORTION OF WASHINGTON PARK, 0.15 MILE EAST OF THE JUNCTION OF
 FF0334'NORTH SECOND STREET AND MARBLE AVENUE, 111.8 FEET EAST OF A CHAIN
 FF0334'LINK FENCE ON THE EAST SIDE OF SWIMMING POOL, 92.3 FEET NORTHEAST
 FF0334'OF WASHINGTON 1957 TRIANGULATION STATION, 47 FEET SOUTH OF THE
 FF0334'CENTER LINE OF MARBLE AVENUE, 15.2 FEET SOUTH OF A 22-INCH ELM
 FF0334'TREE IN HEDGE ROW, 2 FEET ABOVE AVENUE AND IN THE TOP OF A
 FF0334'CONCRETE POST 2-INCHES UNDERGROUND.
 FF0334
 FF0334                          STATION RECOVERY (2002)
 FF0334
 FF0334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0336 ***********************************************************************
 FF0336  DESIGNATION -  WASHINGTON RM 2
 FF0336  PID         -  FF0336
 FF0336  STATE/COUNTY-  TN/SHELBY
 FF0336  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0336
 FF0336                         *CURRENT SURVEY CONTROL
 FF0336  ___________________________________________________________________
 FF0336* NAD 83(1986)-  35 10 21.     (N)    090 02 27.     (W)     SCALED    
 FF0336* NAVD 88     -        71.304  (meters)     233.94   (feet)  ADJUSTED  
 FF0336  ___________________________________________________________________
 FF0336  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0336  DYNAMIC HT  -          71.240 (meters)     233.73  (feet)  COMP
 FF0336  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF0336
 FF0336  VERT ORDER  -  FIRST     CLASS I
 FF0336
 FF0336.The horizontal coordinates were scaled from a topographic map and have
 FF0336.an estimated accuracy of +/- 6 seconds.
 FF0336
 FF0336.The orthometric height was determined by differential leveling
 FF0336.and adjusted by the National Geodetic Survey in June 1991..
 FF0336
 FF0336.The geoid height was determined by GEOID03.
 FF0336
 FF0336.The dynamic height is computed by dividing the NAVD 88
 FF0336.geopotential number by the normal gravity value computed on the
 FF0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0336.degrees latitude (g = 980.6199 gals.).
 FF0336
 FF0336.The modeled gravity was interpolated from observed gravity values.
 FF0336
 FF0336;                    North         East    Units  Estimated Accuracy
 FF0336;SPC TN       -   100,710.      232,000.      MT  (+/- 180 meters Scaled)
 FF0336
 FF0336                          SUPERSEDED SURVEY CONTROL
 FF0336
 FF0336  NGVD 29 (??/??/??)   71.265  (m)          233.81   (f) ADJUSTED    1 1
 FF0336
 FF0336.Superseded values are not recommended for survey control.
 FF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0336.See file dsdata.txt to determine how the superseded data were derived.
 FF0336
 FF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695961(NAD 83)
 FF0336_MARKER: DR = REFERENCE MARK DISK
 FF0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0336_STAMPING: WASHINGTON NO 2 1957
 FF0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0336+STABILITY: SURFACE MOTION
 FF0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0336+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0336
 FF0336  HISTORY     - Date     Condition        Report By
 FF0336  HISTORY     - 1957     MONUMENTED       CGS
 FF0336  HISTORY     - 1974     GOOD             NGS
 FF0336  HISTORY     - 20021024 GOOD             USACE
 FF0336
 FF0336                          STATION DESCRIPTION
 FF0336
 FF0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0336'AT MEMPHIS.
 FF0336'AT MEMPHIS, IN THE NORTHWEST PART OF CITY, IN THE NORTHEAST
 FF0336'PORTION OF WASHINGTON PARK, 0.15 MILE EAST OF THE JUNCTION OF
 FF0336'NORTH SECOND STREET AND MARBLE AVENUE, 82.9 FEET SOUTH-SOUTHEAST
 FF0336'OF WASHINGTON 1957 TRIANGULATION STATION, 69 FEET EAST OF A CHAIN
 FF0336'LINK FENCE ON THE EAST SIDE OF SWIMMING POOL, 53.5 FEET NORTHWEST
 FF0336'OF THE NORTHWEST EDGE OF A NARROW ASPHALT DRIVE, 132 FEET
 FF0336'SOUTH-SOUTHWEST OF WASHINGTON RM 1, 3 FEET ABOVE MARBLE AVENUE AND
 FF0336'IN THE TOP OF A CONCRETE POST 1-INCH BELOW GROUND.
 FF0336
 FF0336                          STATION RECOVERY (2002)
 FF0336
 FF0336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0337 ***********************************************************************
 FF0337  DESIGNATION -  WASHINGTON RM 3 AZIMUTH
 FF0337  PID         -  FF0337
 FF0337  STATE/COUNTY-  TN/SHELBY
 FF0337  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0337
 FF0337                         *CURRENT SURVEY CONTROL
 FF0337  ___________________________________________________________________
 FF0337* NAD 83(1986)-  35 10 20.     (N)    090 02 27.     (W)     SCALED    
 FF0337* NAVD 88     -        73.120  (meters)     239.89   (feet)  ADJUSTED  
 FF0337  ___________________________________________________________________
 FF0337  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0337  DYNAMIC HT  -          73.054 (meters)     239.68  (feet)  COMP
 FF0337  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 FF0337
 FF0337  VERT ORDER  -  FIRST     CLASS I
 FF0337
 FF0337.The horizontal coordinates were scaled from a topographic map and have
 FF0337.an estimated accuracy of +/- 6 seconds.
 FF0337
 FF0337.The orthometric height was determined by differential leveling
 FF0337.and adjusted by the National Geodetic Survey in June 1991..
 FF0337
 FF0337.The geoid height was determined by GEOID03.
 FF0337
 FF0337.The dynamic height is computed by dividing the NAVD 88
 FF0337.geopotential number by the normal gravity value computed on the
 FF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0337.degrees latitude (g = 980.6199 gals.).
 FF0337
 FF0337.The modeled gravity was interpolated from observed gravity values.
 FF0337
 FF0337;                    North         East    Units  Estimated Accuracy
 FF0337;SPC TN       -   100,670.      231,990.      MT  (+/- 180 meters Scaled)
 FF0337
 FF0337                          SUPERSEDED SURVEY CONTROL
 FF0337
 FF0337  NGVD 29 (??/??/??)   73.080  (m)          239.76   (f) ADJUSTED    1 1
 FF0337
 FF0337.Superseded values are not recommended for survey control.
 FF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0337.See file dsdata.txt to determine how the superseded data were derived.
 FF0337
 FF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695961(NAD 83)
 FF0337_MARKER: DR = REFERENCE MARK DISK
 FF0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0337_STAMPING: WASHINGTON NO 3 1957
 FF0337_MARK LOGO: CGS   
 FF0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0337+STABILITY: SURFACE MOTION
 FF0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0337+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0337
 FF0337  HISTORY     - Date     Condition        Report By
 FF0337  HISTORY     - 1957     MONUMENTED       CGS
 FF0337  HISTORY     - 1974     GOOD             NGS
 FF0337  HISTORY     - 20021024 GOOD             USACE
 FF0337
 FF0337                          STATION DESCRIPTION
 FF0337
 FF0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0337'AT MEMPHIS.
 FF0337'AT MEMPHIS, IN THE NORTHWEST PART OF CITY, IN THE EAST PORTION
 FF0337'OF WASHINGTON PARK AND PLAYGROUND, 0.15 MILE EAST OF THE JUNCTION
 FF0337'OF NORTH SECOND STREET AND MARBLE AVENUE, ABOUT 443 FEET SOUTH OF
 FF0337'THE CENTER LINE OF MARBLE AVENUE, 137.1 FEET SOUTH-SOUTHEAST OF
 FF0337'THE SOUTHEAST CORNER OF THE BRICK BATH HOUSE, 343.1 FEET SOUTH
 FF0337'OF WASHINGTON 1957 TRIANGULATION STATION, 37 FEET WEST OF A HEDGE
 FF0337'ROW, 13 FEET EAST OF A 30-INCH OAK TREE AND IN THE TOP OF A
 FF0337'CONCRETE POST UNDERGROUND.
 FF0337
 FF0337                          STATION RECOVERY (2002)
 FF0337
 FF0337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1240 ***********************************************************************
 FC1240  DESIGNATION -  WATER
 FC1240  PID         -  FC1240
 FC1240  STATE/COUNTY-  TN/HAMILTON
 FC1240  USGS QUAD   -  OOLTEWAH (1976)
 FC1240
 FC1240                         *CURRENT SURVEY CONTROL
 FC1240  ___________________________________________________________________
 FC1240* NAD 83(1995)-  35 03 51.37448(N)    085 07 24.23855(W)     ADJUSTED  
 FC1240* NAVD 88     -       323.049  (meters)    1059.87   (feet)  ADJUSTED  
 FC1240  ___________________________________________________________________
 FC1240  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FC1240  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1240  DYNAMIC HT  -         322.728 (meters)    1058.82  (feet)  COMP
 FC1240  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 FC1240
 FC1240  HORZ ORDER  -  SECOND
 FC1240  VERT ORDER  -  SECOND    CLASS 0
 FC1240
 FC1240.The horizontal coordinates were established by classical geodetic methods
 FC1240.and adjusted by the National Geodetic Survey in April 1999..
 FC1240
 FC1240.The orthometric height was determined by differential leveling
 FC1240.and adjusted by the National Geodetic Survey in June 1991..
 FC1240
 FC1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1240
 FC1240.The geoid height was determined by GEOID03.
 FC1240
 FC1240.The dynamic height is computed by dividing the NAVD 88
 FC1240.geopotential number by the normal gravity value computed on the
 FC1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1240.degrees latitude (g = 980.6199 gals.).
 FC1240
 FC1240.The modeled gravity was interpolated from observed gravity values.
 FC1240
 FC1240;                    North         East     Units Scale Factor Converg.
 FC1240;SPC TN       -    81,456.833   679,962.591   MT  1.00003797   +0 30 47.5
 FC1240;SPC TN       -   267,246.29  2,230,843.93   sFT  1.00003797   +0 30 47.5
 FC1240;UTM  16      - 3,881,780.738   671,119.375   MT  0.99996089   +1 04 42.1
 FC1240
 FC1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1240!SPC TN       -   0.99995399  x   1.00003797  =   0.99999196
 FC1240!UTM  16      -   0.99995399  x   0.99996089  =   0.99991489
 FC1240
 FC1240|---------------------------------------------------------------------|
 FC1240| PID    Reference Object                     Distance      Geod. Az  |
 FC1240|                                                           dddmmss.s |
 FC1240| FC1241 WATER RM 1                            5.990 METERS 13642     |
 FC1240| FC1239 WATER RM 2                            6.001 METERS 21745     |
 FC1240| FC1237 WATER AZ MK                                        2542655.3 |
 FC1240|---------------------------------------------------------------------|
 FC1240
 FC1240                          SUPERSEDED SURVEY CONTROL
 FC1240
 FC1240  NAD 83(1995)-  35 03 51.37547(N)    085 07 24.24007(W) AD(       ) 2
 FC1240  NAD 83(1995)-  35 03 51.37438(N)    085 07 24.24201(W) AD(       ) 2
 FC1240  NAD 83(1995)-  35 03 51.37489(N)    085 07 24.24022(W) AD(       ) 2
 FC1240  NAD 83(1986)-  35 03 51.37538(N)    085 07 24.23924(W) AD(       ) 2
 FC1240  NAD 27      -  35 03 51.10910(N)    085 07 24.41300(W) AD(       ) 2
 FC1240  NGVD 29 (??/??/92)  323.072  (m)         1059.95   (f) ADJ UNCH    2 0
 FC1240
 FC1240.Superseded values are not recommended for survey control.
 FC1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1240.See file dsdata.txt to determine how the superseded data were derived.
 FC1240
 FC1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7111981781(NAD 83)
 FC1240_MARKER: DE = TRAVERSE STATION DISK
 FC1240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FC1240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FC1240_STAMPING: WATER 1961
 FC1240_MARK LOGO: CGS   
 FC1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1240
 FC1240  HISTORY     - Date     Condition        Report By
 FC1240  HISTORY     - 1961     MONUMENTED       CGS
 FC1240  HISTORY     - 1962     GOOD             NGS
 FC1240  HISTORY     - 1964     GOOD             CGS
 FC1240  HISTORY     - 1972     GOOD             NGS
 FC1240  HISTORY     - 1983     GOOD             USPSQD
 FC1240  HISTORY     - 1989     GOOD             USPSQD
 FC1240  HISTORY     - 19980718 GOOD             USPSQD
 FC1240
 FC1240                          STATION DESCRIPTION
 FC1240
 FC1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1240'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF DOWNTOWN
 FC1240'CHATTANOOGA, ABOUT 4 MILES SOUTHWEST OF OOLTEWAH, AND ABOUT 0.5 MILE
 FC1240'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 64 AND 11 AND STATE ROUTE
 FC1240'2A. IT IS NEAR A LARGE STANDPIPE ON THE CREST OF A RIDGE.
 FC1240'
 FC1240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 11 AND
 FC1240'STATE ROUTE 2A, GO NORTHEAST ON U.S. HIGHWAY 64 AND 11 FOR 0.85
 FC1240'MILE TO A SIDE ROAD RIGHT AT BEGINNING OF 4 LANE HIGHWAY AND SIGN,
 FC1240'COLLEGEDALE 5 MILES, TURN RIGHT AND GO 0.15 MILE THEN TURN SHARP
 FC1240'RIGHT ON THE NEW INTERSTATE HIGHWAY AND GO 0.3 MILE TO A DRAW ON THE
 FC1240'LEFT AND ETT. PACK EASTERLY UP THE HILL TO THE STANDPIPE AND THE
 FC1240'STATION.
 FC1240'
 FC1240'THE STATION MARK IS 5.5 FEET NORTH OF THE STANDPIPE. THE MARK IS A
 FC1240'STANDARD DISK BRAZED TO THE TOP OF A 3-INCH GALVANIZED
 FC1240'PIPE, WHICH PROJECTS 4 INCHES, AND IS STAMPED WATER 1961.
 FC1240'
 FC1240'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 FC1240'OF THE STANDPIPE ON THE NORTHEAST SIDE. THE MARK IS A STANDARD DISK
 FC1240'STAMPED WATER NO 1 1961.
 FC1240'
 FC1240'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 FC1240'OF THE STANDPIPE ON THE SOUTHWEST SIDE. THE MARK IS A STANDARD DISK
 FC1240'STAMPED WATER NO 2 1961.
 FC1240'
 FC1240'BOTH OF THE REFERENCE MARKS ARE ABOUT 3 FEET ABOVE THE SURFACE OF THE
 FC1240'GROUND.
 FC1240'
 FC1240'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 FC1240'11, AND STATE ROUTE 2A, AS NOTED ABOVE, GO WEST ON STATE ROUTE 2A
 FC1240'FOR 0.2 MILE TO SILVERDALE ROAD AND THE NEW SILVERDALE BAPTIST CHURCH
 FC1240'IN THE SOUTHWEST ANGLE. TURN LEFT ON SILVERDALE ROAD AND GO SOUTH
 FC1240'FOR 0.1 MILE TO THE OLD SILVERDALE BAPTIST CHURCH ON THE LEFT AND THE
 FC1240'AZIMUTH MARK.
 FC1240'
 FC1240'THE AZIMUTH MARK IS 152.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 FC1240'CHURCH, 51.0 FEET EAST OF THE APPROXIMATE CENTER OF SILVERDALE
 FC1240'ROAD, AND 29.5 FEET EAST OF THE WEST END OF THE SIDEWALK LEADING TO
 FC1240'THE CHURCH ENTRANCE. THE MARK IS A STANDARD DISK CEMENTED IN A
 FC1240'DRILL HOLE IN THE SIDEWALK AND IS STAMPED WATER 1961.
 FC1240'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FC1240
 FC1240                          STATION RECOVERY (1962)
 FC1240
 FC1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1240'4 MI SW FROM OOLTEWAH.
 FC1240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND 11,
 FC1240'AND STATE ROUTE 2A, GO NORTHEAST ON U.S. HIGHWAY 64 AND 11 FOR
 FC1240'0.85 MILE TO A SIDE ROAD RIGHT AT THE BEGINNING OF 4 LANE HIGHWAY
 FC1240'AND SIGN, COLLEGEDALE 5 MILES, TURN RIGHT AND GO 0.15 MILE THEN
 FC1240'TURN SHARP RIGHT ON NEW INTERSTATE HIGHWAY AND GO 0.3 MILE TO A
 FC1240'DRAW, GO EASTERLY UP THE HILL TO A WATER TANK AND THE STATION,
 FC1240'5.5 FEET NORTH OF THE WATER TANK.  THE MARK IS A STANDARD TRAVERSE
 FC1240'DISK BRAZED TO THE TOP OF A 3-INCH GALVANIZED PIPE PROJECTING
 FC1240'4 INCHES.
 FC1240
 FC1240                          STATION RECOVERY (1964)
 FC1240
 FC1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1240'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 FC1240'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FC1240'1961 DESCRIPTION IS ADEQUATE.
 FC1240
 FC1240                          STATION RECOVERY (1972)
 FC1240
 FC1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1240'GOOD
 FC1240'
 FC1240'WATER 1961
 FC1240'
 FC1240'REF. MK 1 AND 2 GOOD
 FC1240
 FC1240                          STATION RECOVERY (1983)
 FC1240
 FC1240'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1240'RECOVERED IN GOOD CONDITION.
 FC1240
 FC1240                          STATION RECOVERY (1989)
 FC1240
 FC1240'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1240'RECOVERED IN GOOD CONDITION.
 FC1240
 FC1240                          STATION RECOVERY (1998)
 FC1240
 FC1240'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3436 ***********************************************************************
 GA3436  DESIGNATION -  WATER
 GA3436  PID         -  GA3436
 GA3436  STATE/COUNTY-  TN/SULLIVAN
 GA3436  USGS QUAD   -  KINGSPORT (1991)
 GA3436
 GA3436                         *CURRENT SURVEY CONTROL
 GA3436  ___________________________________________________________________
 GA3436* NAD 83(1995)-  36 34 55.51480(N)    082 34 28.06745(W)     ADJUSTED  
 GA3436* NAVD 88     -       517.5    (meters)    1698.     (feet)  VERTCON   
 GA3436  ___________________________________________________________________
 GA3436  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GA3436  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3436
 GA3436  HORZ ORDER  -  SECOND
 GA3436
 GA3436.The horizontal coordinates were established by classical geodetic methods
 GA3436.and adjusted by the National Geodetic Survey in April 1999..
 GA3436
 GA3436.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3436
 GA3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3436
 GA3436.The geoid height was determined by GEOID03.
 GA3436
 GA3436;                    North         East     Units Scale Factor Converg.
 GA3436;SPC TN       -   254,870.342   906,521.036   MT  1.00003352   +2 00 19.6
 GA3436;SPC TN       -   836,187.11  2,974,144.43   sFT  1.00003352   +2 00 19.6
 GA3436;SPC VA S     - 1,035,473.840 3,135,449.166   MT  1.00003863   -2 28 22.4
 GA3436;SPC VA S     - 3,397,217.09 10,286,886.14   sFT  1.00003863   -2 28 22.4
 GA3436;UTM  17      - 4,049,667.193   359,142.330   MT  0.99984445   -0 56 18.6
 GA3436
 GA3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3436!SPC TN       -   0.99992371  x   1.00003352  =   0.99995723
 GA3436!SPC VA S     -   0.99992371  x   1.00003863  =   0.99996234
 GA3436!UTM  17      -   0.99992371  x   0.99984445  =   0.99976818
 GA3436
 GA3436:                Primary Azimuth Mark                     Grid Az
 GA3436:SPC TN       -  BAYS MOUNTAIN LOOKOUT TOWER              209 03 29.3
 GA3436:SPC VA S     -  BAYS MOUNTAIN LOOKOUT TOWER              213 32 11.3
 GA3436:UTM  17      -  BAYS MOUNTAIN LOOKOUT TOWER              212 00 07.5
 GA3436
 GA3436|---------------------------------------------------------------------|
 GA3436| PID    Reference Object                     Distance      Geod. Az  |
 GA3436|                                                           dddmmss.s |
 GA3436| GA3430 BAYS MOUNTAIN LOOKOUT TOWER         APPROX. 8.6 KM 2110348.9 |
 GA3436| DC2730 WATER RM 1                            9.219 METERS 33210     |
 GA3436|---------------------------------------------------------------------|
 GA3436
 GA3436                          SUPERSEDED SURVEY CONTROL
 GA3436
 GA3436  NAD 83(1995)-  36 34 55.51485(N)    082 34 28.06790(W) AD(       ) 2
 GA3436  NAD 83(1995)-  36 34 55.51520(N)    082 34 28.07955(W) AD(       ) 2
 GA3436  NAD 83(1995)-  36 34 55.52102(N)    082 34 28.07046(W) AD(       ) 2
 GA3436  NAD 83(1986)-  36 34 55.52133(N)    082 34 28.07072(W) AD(       ) 2
 GA3436  NAD 27      -  36 34 55.16170(N)    082 34 28.50536(W) AD(       ) 2
 GA3436  NGVD 29 (07/19/86)  517.6    (m)         1698.     (f) VERT ANG       
 GA3436
 GA3436.Superseded values are not recommended for survey control.
 GA3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3436.See file dsdata.txt to determine how the superseded data were derived.
 GA3436
 GA3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5914249667(NAD 83)
 GA3436_MARKER: DS = TRIANGULATION STATION DISK
 GA3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3436
 GA3436  HISTORY     - Date     Condition        Report By
 GA3436  HISTORY     - 1964     MONUMENTED       CGS
 GA3436
 GA3436                          STATION DESCRIPTION
 GA3436
 GA3436'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3436'THE STATION IS ON A WOODED HILL IN A RESIDENTIAL AREA IN THE
 GA3436'NORTHWEST PART OF LYNN
 GA3436'GARDEN.  IT IS ON THE PROPERTY OF MR.  D.T.  POE AND IS NEAR THE
 GA3436'LYNN GARDEN WATER
 GA3436'STANDPIPE.
 GA3436'
 GA3436'TO REACH THE STATION FROM THE POST OFFICE IN LYNN GARDEN, GO NORTH ON
 GA3436'U.S.  HIGHWAY 23 FOR
 GA3436'0.35 MILE, TURN LEFT, WEST, ON HIGH POINT AVENUE AND
 GA3436'GO 0.35 MILE TO A DRIVEWAY ON THE
 GA3436'RIGHT LEADING UP TO THE WATER TANK,
 GA3436'TURN RIGHT AND FOLLOW THE DRIVEWAY ABOUT 0.05 MILE
 GA3436'TO THE STATION AS
 GA3436'DESCRIBED.
 GA3436'
 GA3436'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GA3436'MONUMENT, FLUSH WITH THE
 GA3436'GROUND.  IT IS 119 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GA3436'THE HOME OF MR.  D.  T.
 GA3436'POE, 31 FEET SOUTHEAST OF THE WATER
 GA3436'STANDPITE, AND 5.5 FEET SOUTHEAST OF A T
 GA3436'FENCE CORNER.  THE MARK IS
 GA3436'STAMPED WATER 1964
 GA3436'
 GA3436'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A RING OF CONCRETE
 GA3436'WHICH ENCIRCLES THE
 GA3436'WATER STANDPIPE, IT IS 1.0 FOOT SOUTHEAST OF THE
 GA3436'STANDPIPE, 1.0 FOOT EAST OF AN
 GA3436'INLET OR OUTLET WATER PIPE, AND
 GA3436'PROJECTS 4-INCHES.  THE MARK IS STAMPED WATER NO
 GA3436'1 1964
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2531 ***********************************************************************
 GB2531  DESIGNATION -  WATER
 GB2531  PID         -  GB2531
 GB2531  STATE/COUNTY-  TN/CAMPBELL
 GB2531  USGS QUAD   -  JACKSBORO (1991)
 GB2531
 GB2531                         *CURRENT SURVEY CONTROL
 GB2531  ___________________________________________________________________
 GB2531* NAD 83(1995)-  36 22 18.57392(N)    084 07 37.91171(W)     ADJUSTED  
 GB2531* NAVD 88     -       411.8    (meters)    1351.     (feet)  VERTCON   
 GB2531  ___________________________________________________________________
 GB2531  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 GB2531  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB2531
 GB2531  HORZ ORDER  -  SECOND
 GB2531
 GB2531.The horizontal coordinates were established by classical geodetic methods
 GB2531.and adjusted by the National Geodetic Survey in April 1999..
 GB2531
 GB2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2531
 GB2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2531
 GB2531.The geoid height was determined by GEOID03.
 GB2531
 GB2531;                    North         East     Units Scale Factor Converg.
 GB2531;SPC TN       -   227,780.859   768,050.995   MT  0.99999235   +1 05 47.1
 GB2531;SPC TN       -   747,311.03  2,519,847.31   sFT  0.99999235   +1 05 47.1
 GB2531;UTM  16      - 4,029,024.232   757,730.263   MT  1.00041849   +1 42 16.5
 GB2531
 GB2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2531!SPC TN       -   0.99994008  x   0.99999235  =   0.99993243
 GB2531!UTM  16      -   0.99994008  x   1.00041849  =   1.00035855
 GB2531
 GB2531:                Primary Azimuth Mark                     Grid Az
 GB2531:SPC TN       -  STATE                                    053 10 09.4
 GB2531:UTM  16      -  STATE                                    052 33 40.0
 GB2531
 GB2531|---------------------------------------------------------------------|
 GB2531| PID    Reference Object                     Distance      Geod. Az  |
 GB2531|                                                           dddmmss.s |
 GB2531| GB0613 STATE                               APPROX. 6.9 KM 0541556.5 |
 GB2531| DC2734 WATER RM 3                           11.375 METERS 10751     |
 GB2531| DC2732 WATER RM 1                           17.344 METERS 10906     |
 GB2531| GB2530 LAFOLLETTE MUNICIPAL TANK             6.731 METERS 13911     |
 GB2531| DC2735 WATER RM 4                           12.820 METERS 15434     |
 GB2531| DC2733 WATER RM 2                           38.129 METERS 16350     |
 GB2531| DC2731 WATER AZ MK                                        2955142.8 |
 GB2531|---------------------------------------------------------------------|
 GB2531
 GB2531                          SUPERSEDED SURVEY CONTROL
 GB2531
 GB2531  NAD 83(1995)-  36 22 18.57520(N)    084 07 37.91463(W) AD(       ) 2
 GB2531  NAD 83(1995)-  36 22 18.58111(N)    084 07 37.91552(W) AD(       ) 2
 GB2531  NAD 83(1986)-  36 22 18.58436(N)    084 07 37.91268(W) AD(       ) 2
 GB2531  NAD 27      -  36 22 18.28594(N)    084 07 38.18334(W) AD(       ) 2
 GB2531  NGVD 29 (07/19/86)  411.9    (m)         1351.     (f) VERT ANG       
 GB2531
 GB2531.Superseded values are not recommended for survey control.
 GB2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2531.See file dsdata.txt to determine how the superseded data were derived.
 GB2531
 GB2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5773029024(NAD 83)
 GB2531_MARKER: DD = SURVEY DISK
 GB2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2531
 GB2531  HISTORY     - Date     Condition        Report By
 GB2531  HISTORY     - 1964     MONUMENTED       TNHD
 GB2531  HISTORY     - 1977     GOOD             NGS
 GB2531
 GB2531                          STATION DESCRIPTION
 GB2531
 GB2531'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2531'THE STATION IS LOCATED IN LA FOLLETTE.
 GB2531'
 GB2531'TO REACH THE STATION FROM THE POST OFFICE IN LA FOLLETTE, GO 0.2 MILE
 GB2531'SOUTHEAST ON SOUTH
 GB2531'TENNESSEE AVENUE TO THE INTERSECTION OF WEST ELM
 GB2531'STREET, TURN RIGHT, SOUTHWEST, AND GO
 GB2531'0.6 MILE TO THE LA FOLLETTE
 GB2531'MUNICIPAL WATER TANK ON THE RIGHT AND THE STATION ON THE
 GB2531'RIGHT AS
 GB2531'DESCRIBED.
 GB2531'
 GB2531'THE STATION IS 22 FEET NORTHEAST OF THE EAST CORNER OF A SMALL BRICK
 GB2531'BUILDING, 22 FEET NORTHWEST
 GB2531'OF THE PIPE IN THE MIDDLE OF THE TANK, 21.5 FEET
 GB2531'NORTHEAST OF THE WEST LEG OF THE
 GB2531'WATER TANK AND 10.5 FEET WEST OF THE
 GB2531'NORTH LEG OF THE WATER TANK .  THE SURFACE AND
 GB2531'UNDERGROUND MARKS ARE
 GB2531'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB2531'STAMPED WATER
 GB2531'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2531'SURFACE.  THE SURFACE
 GB2531'DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB2531'CONCRETE MONUMENT.
 GB2531'
 GB2531'REFERENCE MARK NO. 1 IS 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB2531'A BRICK BUILDING, 20 FEET
 GB2531'NORTHWEST OF THE APPROXIMATE CENTER OF WEST ELM
 GB2531'STREET AND 20 FEET EAST OF THE EAST
 GB2531'LEG OF THE TANK.  IT IS A
 GB2531'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2531'10-INCH SQUARE,
 GB2531'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WATER RM-1 1964.
 GB2531'
 GB2531'REFERENCE MARK NO. 2 IS 34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GB2531'THE WHITE SHINGLE HOME OF
 GB2531'WILLIAM BAKER, 16 FEET SOUTHEAST OF THE APPROXIMATE
 GB2531'CENTER OF WEST ELM STREET AND 12.5
 GB2531'FEET SOUTHWEST OF A FENCE POST.
 GB2531'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2531'SET IN A 10-INCH
 GB2531'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WATER RM-2
 GB2531'1964.
 GB2531'
 GB2531'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2531'NORTH NINETEENTH
 GB2531'STREET, 15 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB2531'WEST PROSPECT STREET AND 1.0
 GB2531'FOOT NORTHWEST OF A WITNESS POST.  IT IS
 GB2531'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2531'SET IN A 10-INCH SQUARE,
 GB2531'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WATER AZI
 GB2531'1964.
 GB2531'
 GB2531'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 25W AND
 GB2531'STATE ROUTE 63 IN LA
 GB2531'FOLLETTE, GO 0.7 MILE SOUTHWEST ON U.S.  HIGHWAY 25W
 GB2531'TO WEST CENTRAL AVENUE ON THE
 GB2531'RIGHT, TURN RIGHT, NORTH, AND GO 0.1
 GB2531'MILE TO WEST PROSPECT STREET ON THE RIGHT AND
 GB2531'THE MARK ON THE RIGHT
 GB2531'AS DESCRIBED.
 GB2531'
 GB2531'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2531'
 GB2531'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2531
 GB2531                          STATION RECOVERY (1977)
 GB2531
 GB2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GB2531'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB2531'AZIMUTH MARK WAS NOT FOUND BUT WOULD BE OF VERY LITTLE VALUE TO THE
 GB2531'STATION SINCE THERE ARE TREES OBSTRUCTING THE LINE OF SIGHT.
 GB2531'REFERENCE MARK 1 WAS FOUND WITH ABOUT 1 FOOT OF DIRT AND GRAVEL
 GB2531'OVER IT.  REFERENCE MARK 2 COULD NOT BE CUT IN DUE TO PARKED
 GB2531'VEHICLES AND IT IS THOUGHT THAT IT WILL BE EVENTUALLY DESTROYED BY
 GB2531'GRADING SINCE IT IS IN A PARKING AREA.  THE DISTANCE TO REFERENCE
 GB2531'MARK 1 CHECKED.  REFERENCE MARKS 3 AND 4 WERE SET TO HELP IN
 GB2531'RECOVERY OF THE STATION MARK SINCE IT IS BELOW THE GROUND SURFACE.
 GB2531'A NEW DESCRIPTION FOLLOWS--
 GB2531'
 GB2531'THE STATION IS LOCATED AT THE ELM STREET WATER TANK SITE IN
 GB2531'LA FOLLETTE, 11 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 GB2531'BRICK BUILDING, 22 FEET NORTH OF THE WEST LEG OF THE WATER TANK, 77
 GB2531'FEET NORTHWEST OF THE CENTERLINE OF W ELM ST., 22 FEET NORTHEAST
 GB2531'OF THE EAST CORNER OF A SMALL BRICK BUILDING AND 22 FEET NORTHWEST
 GB2531'OF THE RISER PIPE OF THE TANK.  A STANDARD THD DISK SET IN THE TOP OF
 GB2531'A CONCRETE MONUMENT 4 INCHES UNDERGROUND AND STAMPED WATER
 GB2531'1964.
 GB2531'
 GB2531'REFERENCE MARK 1 IS 5 FEET SOUTHEAST OF A FENCE CORNER, 36 FEET
 GB2531'NORTHEAST OF THE NORTHEAST CORNER OF BRICK BUILDING, 20 FEET
 GB2531'NORTHWEST OF THE CENTERLINE OF THE STREET AND 20 FEET EAST OF THE
 GB2531'EAST LEG OF THE TANK.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE
 GB2531'DISK IS STAMPED WATER RM-1 1964.
 GB2531'
 GB2531'REFERENCE MARK 2 IS 15 FEET SOUTHWEST OF A FENCE CORNER, 16 FEET
 GB2531'SOUTHEAST OF THE CENTERLINE OF THE STREET.  A STANDARD THD DISK SET
 GB2531'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 GB2531'WATER RM 2 1964.
 GB2531'
 GB2531'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WATER THD 1964 NO 3
 GB2531'1977, SET IN A DRILL HOLE IN THE TOP AND EAST CORNER OF THE CONCRETE
 GB2531'BASE OF THE EAST LEG OF THE TANK.
 GB2531'
 GB2531'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WATER THD 1964 NO 4
 GB2531'1977,SET IN A DRILL HOLE IN THE TOP AND SOUTH CORNER OF THE CONCRETE
 GB2531'BASE OF THE SOUTH LEG OF THE TANK.
 GB2531'
 GB2531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA FOLLETTE.
 GB2531'
 GB2531'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2287 ***********************************************************************
 GC2287  DESIGNATION -  WATER
 GC2287  PID         -  GC2287
 GC2287  STATE/COUNTY-  TN/DAVIDSON
 GC2287  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2287
 GC2287                         *CURRENT SURVEY CONTROL
 GC2287  ___________________________________________________________________
 GC2287* NAD 83(1995)-  36 08 21.16572(N)    086 46 46.58004(W)     ADJUSTED  
 GC2287* NAVD 88     -       207.1    (meters)     679.     (feet)  VERTCON   
 GC2287  ___________________________________________________________________
 GC2287  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GC2287  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2287
 GC2287  HORZ ORDER  -  SECOND
 GC2287
 GC2287.The horizontal coordinates were established by classical geodetic methods
 GC2287.and adjusted by the National Geodetic Survey in April 1999..
 GC2287
 GC2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2287
 GC2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2287
 GC2287.The geoid height was determined by GEOID03.
 GC2287
 GC2287;                    North         East     Units Scale Factor Converg.
 GC2287;SPC TN       -   200,641.327   529,835.007   MT  0.99996254   -0 27 23.1
 GC2287;SPC TN       -   658,270.75  1,738,300.35   sFT  0.99996254   -0 27 23.1
 GC2287;UTM  16      - 3,999,411.847   519,828.671   MT  0.99960484   +0 07 47.9
 GC2287
 GC2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2287!SPC TN       -   0.99997209  x   0.99996254  =   0.99993463
 GC2287!UTM  16      -   0.99997209  x   0.99960484  =   0.99957694
 GC2287
 GC2287|---------------------------------------------------------------------|
 GC2287| PID    Reference Object                     Distance      Geod. Az  |
 GC2287|                                                           dddmmss.s |
 GC2287| CG7748 WATER RM 2                           16.808 METERS 18302     |
 GC2287| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 1.5 KM 2260119.6 |
 GC2287| CG7747 WATER RM 1                           17.501 METERS 34839     |
 GC2287|---------------------------------------------------------------------|
 GC2287
 GC2287                          SUPERSEDED SURVEY CONTROL
 GC2287
 GC2287  NAD 83(1995)-  36 08 21.16767(N)    086 46 46.58203(W) AD(       ) 2
 GC2287  NAD 83(1995)-  36 08 21.16946(N)    086 46 46.58190(W) AD(       ) 2
 GC2287  NAD 83(1986)-  36 08 21.17548(N)    086 46 46.58309(W) AD(       ) 2
 GC2287  NAD 27      -  36 08 20.96790(N)    086 46 46.58640(W) AD(       ) 2
 GC2287  NGVD 29 (07/19/86)  207.1    (m)          679.     (f) VERT ANG       
 GC2287
 GC2287.Superseded values are not recommended for survey control.
 GC2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2287.See file dsdata.txt to determine how the superseded data were derived.
 GC2287
 GC2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1982999412(NAD 83)
 GC2287_MARKER: DD = SURVEY DISK
 GC2287_SETTING: 0 = UNSPECIFIED SETTING
 GC2287
 GC2287  HISTORY     - Date     Condition        Report By
 GC2287  HISTORY     - 1961     MONUMENTED       TNHD
 GC2287
 GC2287                          STATION DESCRIPTION
 GC2287
 GC2287'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2287'THE STATION IS LOCATED AT THE NASHVILLE RESERVOIR ABOUT 1 MILE SOUTH
 GC2287'OF THE FEDERAL COURTHOUSE IN NASHVILLE.
 GC2287'
 GC2287'TO REACH THE STATION FROM THE FEDERAL COURTHOUSE AT THE INTERSECTION
 GC2287'OF EIGHTH AVENUE AND BROADWAY STREET, GO SOUTH ON EIGHTH
 GC2287'AVENUE FOR 1.3 MILES TO A DRIVEWAY ON THE RIGHT LEADING INTO THE
 GC2287'NASHVILLE RESERVOIR.  HERE TURN RIGHT WEST, AND KEEP RIGHT FOR 0.1
 GC2287'MILE TO THE ENTRANCE TO THE RESERVOIR ON THE LEFT, HERE GO UP THE
 GC2287'STEPS TO THE TOP OF THE RESERVOIR, TURN LEFT, EAST, AND GO TO THE
 GC2287'SIXTH LAMP POST AND THE MARK AS DESCRIBED.
 GC2287'
 GC2287'THE STATION IS 5 FEET EAST OF AN IRON GUARDRAIL, 3 FEET NORTHWEST OF
 GC2287'THE SIXTH LAMP POST AND 2 FEET WEST OF A BRICK WALL.  THE MARK
 GC2287'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 GC2287'HOLE IN THE WALKWAY AROUND THE TOP OF THE RESERVOIR AND THE DISK
 GC2287'IS STAMPED WATER 1961.
 GC2287'
 GC2287'REFERENCE MARK NO. 1 IS 13 FEET SOUTH OF THE FIFTH LAMP POST LEFT OF
 GC2287'THE ENTRANCE, 5.5 FEET EAST OF THE GUARDRAIL AND 1/2 FOOT WEST OF
 GC2287'THE BRICK WALL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2287'DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE WALKWAY AROUND THE TOP
 GC2287'OF THE RESERVOIR AND THE DISK IS STAMPED WATER RM-1 1961.
 GC2287'
 GC2287'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE SEVENTH LAMP POST LEFT
 GC2287'OF THE ENTRANCE, 5 FEET EAST OF THE IRON GUARDRAIL AND 1 FOOT WEST
 GC2287'OF THE BRICK WALL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2287'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE WALKWAY
 GC2287'AROUND THE TOP OF THE RESERVOIR AND THE DISK IS STAMPED WATER RM-2
 GC2287'1961.
 GC2287'
 GC2287'THE AZIMUTH MARK FOR THIS STATION IS THE OLD WSM TELEVISION TOWER.
 GC2287'IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED
 GC2287'AND WHITE AND AN OVER-ALL HEIGHT OF APPROXIMATELY 600 FEET.  THE
 GC2287'POINT OBSERVED UPON WAS THE STEEL ROD ANTENNA AT THE EXTREME TOP OF
 GC2287'THE TOWER.  IT IS APPROXIMATELY 1 MILE SOUTHWEST OF THE STATION.
 GC2287'
 GC2287'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1237 ***********************************************************************
 FC1237  DESIGNATION -  WATER AZ MK
 FC1237  PID         -  FC1237
 FC1237  STATE/COUNTY-  TN/HAMILTON
 FC1237  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1237
 FC1237                         *CURRENT SURVEY CONTROL
 FC1237  ___________________________________________________________________
 FC1237* NAD 83(1986)-  35 03 39.     (N)    085 08 13.     (W)     SCALED    
 FC1237* NAVD 88     -       228.062  (meters)     748.23   (feet)  ADJUSTED  
 FC1237  ___________________________________________________________________
 FC1237  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC1237  DYNAMIC HT  -         227.835 (meters)     747.49  (feet)  COMP
 FC1237  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 FC1237
 FC1237  VERT ORDER  -  SECOND    CLASS 0
 FC1237
 FC1237.The horizontal coordinates were scaled from a topographic map and have
 FC1237.an estimated accuracy of +/- 6 seconds.
 FC1237
 FC1237.The orthometric height was determined by differential leveling
 FC1237.and adjusted by the National Geodetic Survey in June 1991..
 FC1237
 FC1237.The geoid height was determined by GEOID03.
 FC1237
 FC1237.The dynamic height is computed by dividing the NAVD 88
 FC1237.geopotential number by the normal gravity value computed on the
 FC1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1237.degrees latitude (g = 980.6199 gals.).
 FC1237
 FC1237.The modeled gravity was interpolated from observed gravity values.
 FC1237
 FC1237;                    North         East    Units  Estimated Accuracy
 FC1237;SPC TN       -    81,070.      678,730.      MT  (+/- 180 meters Scaled)
 FC1237
 FC1237                          SUPERSEDED SURVEY CONTROL
 FC1237
 FC1237  NGVD 29 (??/??/92)  228.083  (m)          748.30   (f) ADJ UNCH    2 0
 FC1237
 FC1237.Superseded values are not recommended for survey control.
 FC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1237.See file dsdata.txt to determine how the superseded data were derived.
 FC1237
 FC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD698813(NAD 83)
 FC1237_MARKER: DZ = AZIMUTH MARK DISK
 FC1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1237_SP_SET: SIDEWALK
 FC1237_STAMPING: WATER 1961
 FC1237_MARK LOGO: CGS   
 FC1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1237
 FC1237  HISTORY     - Date     Condition        Report By
 FC1237  HISTORY     - 1961     MONUMENTED       CGS
 FC1237  HISTORY     - 1962     GOOD             NGS
 FC1237  HISTORY     - 1983     GOOD             USPSQD
 FC1237  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FC1237  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1237
 FC1237                          STATION DESCRIPTION
 FC1237
 FC1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1237'4 MI W FROM OOLTEWAH.
 FC1237'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 64
 FC1237'AND 11 AND STATE HIGHWAY 2A, GO WEST ON STATE HIGHWAY 2A FOR 0.2
 FC1237'MILE TO SILVERDALE ROAD AND THE NEW SILVERDALE BAPTIST CHURCH
 FC1237'IN THE SOUTHWEST ANGLE.  TURN LEFT ON SILVERDALE ROAD AND GO
 FC1237'SOUTH FOR 0.1 MILE TO THE OLD SILVERDALE BAPTIST CHURCH ON THE
 FC1237'LEFT AND THE AZIMUTH MARK, 152 FEET WEST OF THE NORTHWEST CORNER
 FC1237'OF THE CHURCH, 51 FEET EAST OF THE CENTER OF SILVERDALE ROAD,
 FC1237'29.5 FEET EAST OF THE WEST END OF THE SIDEWALK LEADING TO THE
 FC1237'CHURCH.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FC1237'IN THE SIDEWALK.
 FC1237
 FC1237                          STATION RECOVERY (1983)
 FC1237
 FC1237'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1237'RECOVERED IN GOOD CONDITION.
 FC1237
 FC1237                          STATION RECOVERY (1989)
 FC1237
 FC1237'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1237'MARK NOT FOUND.
 FC1237
 FC1237                          STATION RECOVERY (1998)
 FC1237
 FC1237'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1241 ***********************************************************************
 FC1241  DESIGNATION -  WATER RM 1
 FC1241  PID         -  FC1241
 FC1241  STATE/COUNTY-  TN/HAMILTON
 FC1241  USGS QUAD   -  OOLTEWAH (1976)
 FC1241
 FC1241                         *CURRENT SURVEY CONTROL
 FC1241  ___________________________________________________________________
 FC1241* NAD 83(1986)-  35 03 51.     (N)    085 07 24.     (W)     SCALED    
 FC1241* NAVD 88     -       323.777  (meters)    1062.26   (feet)  ADJUSTED  
 FC1241  ___________________________________________________________________
 FC1241  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1241  DYNAMIC HT  -         323.455 (meters)    1061.20  (feet)  COMP
 FC1241  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 FC1241
 FC1241  VERT ORDER  -  SECOND    CLASS 0
 FC1241
 FC1241.The horizontal coordinates were scaled from a topographic map and have
 FC1241.an estimated accuracy of +/- 6 seconds.
 FC1241
 FC1241.The orthometric height was determined by differential leveling
 FC1241.and adjusted by the National Geodetic Survey in June 1991..
 FC1241
 FC1241.The geoid height was determined by GEOID03.
 FC1241
 FC1241.The dynamic height is computed by dividing the NAVD 88
 FC1241.geopotential number by the normal gravity value computed on the
 FC1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1241.degrees latitude (g = 980.6199 gals.).
 FC1241
 FC1241.The modeled gravity was interpolated from observed gravity values.
 FC1241
 FC1241;                    North         East    Units  Estimated Accuracy
 FC1241;SPC TN       -    81,450.      679,970.      MT  (+/- 180 meters Scaled)
 FC1241
 FC1241                          SUPERSEDED SURVEY CONTROL
 FC1241
 FC1241  NGVD 29 (??/??/92)  323.801  (m)         1062.34   (f) ADJ UNCH    2 0
 FC1241
 FC1241.Superseded values are not recommended for survey control.
 FC1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1241.See file dsdata.txt to determine how the superseded data were derived.
 FC1241
 FC1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD711817(NAD 83)
 FC1241_MARKER: DR = REFERENCE MARK DISK
 FC1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1241_SP_SET: CONC WATER TANK BASE
 FC1241_STAMPING: WATER NO 1 1961
 FC1241_MARK LOGO: CGS   
 FC1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1241
 FC1241  HISTORY     - Date     Condition        Report By
 FC1241  HISTORY     - 1961     MONUMENTED       CGS
 FC1241  HISTORY     - 1962     GOOD             NGS
 FC1241  HISTORY     - 1983     GOOD             USPSQD
 FC1241  HISTORY     - 19980718 GOOD             USPSQD
 FC1241
 FC1241                          STATION DESCRIPTION
 FC1241
 FC1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1241'4 MI SW FROM COLTEWAH.
 FC1241'AT THE WATER STATION SITE.  THE MARK IS CEMENTED IN A DRILL
 FC1241'HOLE IN THE CONCRETE BASE OF THE WATER TANK ON THE NORTHEAST
 FC1241'SIDE.
 FC1241
 FC1241                          STATION RECOVERY (1983)
 FC1241
 FC1241'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1241'RECOVERED IN GOOD CONDITION.
 FC1241
 FC1241                          STATION RECOVERY (1998)
 FC1241
 FC1241'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1239 ***********************************************************************
 FC1239  DESIGNATION -  WATER RM 2
 FC1239  PID         -  FC1239
 FC1239  STATE/COUNTY-  TN/HAMILTON
 FC1239  USGS QUAD   -  OOLTEWAH (1976)
 FC1239
 FC1239                         *CURRENT SURVEY CONTROL
 FC1239  ___________________________________________________________________
 FC1239* NAD 83(1986)-  35 03 51.     (N)    085 07 24.     (W)     SCALED    
 FC1239* NAVD 88     -       323.779  (meters)    1062.26   (feet)  ADJUSTED  
 FC1239  ___________________________________________________________________
 FC1239  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1239  DYNAMIC HT  -         323.457 (meters)    1061.21  (feet)  COMP
 FC1239  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 FC1239
 FC1239  VERT ORDER  -  SECOND    CLASS 0
 FC1239
 FC1239.The horizontal coordinates were scaled from a topographic map and have
 FC1239.an estimated accuracy of +/- 6 seconds.
 FC1239
 FC1239.The orthometric height was determined by differential leveling
 FC1239.and adjusted by the National Geodetic Survey in June 1991..
 FC1239
 FC1239.The geoid height was determined by GEOID03.
 FC1239
 FC1239.The dynamic height is computed by dividing the NAVD 88
 FC1239.geopotential number by the normal gravity value computed on the
 FC1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1239.degrees latitude (g = 980.6199 gals.).
 FC1239
 FC1239.The modeled gravity was interpolated from observed gravity values.
 FC1239
 FC1239;                    North         East    Units  Estimated Accuracy
 FC1239;SPC TN       -    81,450.      679,970.      MT  (+/- 180 meters Scaled)
 FC1239
 FC1239                          SUPERSEDED SURVEY CONTROL
 FC1239
 FC1239  NGVD 29 (??/??/92)  323.802  (m)         1062.34   (f) ADJ UNCH    2 0
 FC1239
 FC1239.Superseded values are not recommended for survey control.
 FC1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1239.See file dsdata.txt to determine how the superseded data were derived.
 FC1239
 FC1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD711817(NAD 83)
 FC1239_MARKER: DR = REFERENCE MARK DISK
 FC1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1239_SP_SET: CONC WATER TANK BASE
 FC1239_STAMPING: WATER NO 2 1961
 FC1239_MARK LOGO: CGS   
 FC1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1239
 FC1239  HISTORY     - Date     Condition        Report By
 FC1239  HISTORY     - 1961     MONUMENTED       CGS
 FC1239  HISTORY     - 1962     GOOD             NGS
 FC1239  HISTORY     - 1983     GOOD             USPSQD
 FC1239  HISTORY     - 19980718 GOOD             USPSQD
 FC1239
 FC1239                          STATION DESCRIPTION
 FC1239
 FC1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1239'4 MI SW FROM OOLTEWAH.
 FC1239'AT THE WATER STATION SITE.  THE MARK IS CEMENTED IN A DRILL HOLE
 FC1239'IN THE CONCRETE BASE OF THE WATER TANK ON THE SOUTHWEST SIDE ABOUT
 FC1239'3 FEET ABOVE THE SURFACE OF THE GROUND.
 FC1239
 FC1239                          STATION RECOVERY (1983)
 FC1239
 FC1239'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1239'RECOVERED IN GOOD CONDITION.
 FC1239
 FC1239                          STATION RECOVERY (1998)
 FC1239
 FC1239'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1770 ***********************************************************************
 FB1770  DESIGNATION -  WATERTANK
 FB1770  PID         -  FB1770
 FB1770  STATE/COUNTY-  TN/BLOUNT
 FB1770  USGS QUAD   -  MARYVILLE (1979)
 FB1770
 FB1770                         *CURRENT SURVEY CONTROL
 FB1770  ___________________________________________________________________
 FB1770* NAD 83(1986)-  35 45 38.     (N)    083 58 02.     (W)     SCALED    
 FB1770* NAVD 88     -       287.161  (meters)     942.13   (feet)  ADJUSTED  
 FB1770  ___________________________________________________________________
 FB1770  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1770  DYNAMIC HT  -         286.890 (meters)     941.24  (feet)  COMP
 FB1770  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FB1770
 FB1770  VERT ORDER  -  FIRST     CLASS II
 FB1770
 FB1770.The horizontal coordinates were scaled from a topographic map and have
 FB1770.an estimated accuracy of +/- 6 seconds.
 FB1770
 FB1770.The orthometric height was determined by differential leveling
 FB1770.and adjusted by the National Geodetic Survey in June 1991..
 FB1770
 FB1770.The geoid height was determined by GEOID03.
 FB1770
 FB1770.The dynamic height is computed by dividing the NAVD 88
 FB1770.geopotential number by the normal gravity value computed on the
 FB1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1770.degrees latitude (g = 980.6199 gals.).
 FB1770
 FB1770.The modeled gravity was interpolated from observed gravity values.
 FB1770
 FB1770;                    North         East    Units  Estimated Accuracy
 FB1770;SPC TN       -   160,260.      783,810.      MT  (+/- 180 meters Scaled)
 FB1770
 FB1770                          SUPERSEDED SURVEY CONTROL
 FB1770
 FB1770  NGVD 29 (??/??/92)  287.280  (m)          942.52   (f) ADJ UNCH    1 2
 FB1770
 FB1770.Superseded values are not recommended for survey control.
 FB1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1770.See file dsdata.txt to determine how the superseded data were derived.
 FB1770
 FB1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV317614(NAD 83)
 FB1770_MARKER: DB = BENCH MARK DISK
 FB1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1770_SP_SET: WATERTANK
 FB1770_STAMPING: WATERTANK 1932
 FB1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1770
 FB1770  HISTORY     - Date     Condition        Report By
 FB1770  HISTORY     - 1932     MONUMENTED       CGS
 FB1770
 FB1770                          STATION DESCRIPTION
 FB1770
 FB1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FB1770'AT MARYVILLE.
 FB1770'ABOUT 200 YARDS EAST OF RAILROAD STATION, AT MARYVILLE WATER
 FB1770'WORKS, ON TOP OF NORTHWEST CORNER OF FOOTING SUPPORTING LEG OF
 FB1770'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1771 ***********************************************************************
 FB1771  DESIGNATION -  WATERTANK RESET
 FB1771  PID         -  FB1771
 FB1771  STATE/COUNTY-  TN/BLOUNT
 FB1771  USGS QUAD   -  MARYVILLE (1979)
 FB1771
 FB1771                         *CURRENT SURVEY CONTROL
 FB1771  ___________________________________________________________________
 FB1771* NAD 83(1986)-  35 45 24.     (N)    083 57 45.     (W)     SCALED    
 FB1771* NAVD 88     -       287.747  (meters)     944.05   (feet)  ADJUSTED  
 FB1771  ___________________________________________________________________
 FB1771  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FB1771  DYNAMIC HT  -         287.475 (meters)     943.16  (feet)  COMP
 FB1771  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FB1771
 FB1771  VERT ORDER  -  FIRST     CLASS II
 FB1771
 FB1771.The horizontal coordinates were scaled from a topographic map and have
 FB1771.an estimated accuracy of +/- 6 seconds.
 FB1771
 FB1771.The orthometric height was determined by differential leveling
 FB1771.and adjusted by the National Geodetic Survey in June 1991..
 FB1771
 FB1771.The geoid height was determined by GEOID03.
 FB1771
 FB1771.The dynamic height is computed by dividing the NAVD 88
 FB1771.geopotential number by the normal gravity value computed on the
 FB1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1771.degrees latitude (g = 980.6199 gals.).
 FB1771
 FB1771.The modeled gravity was interpolated from observed gravity values.
 FB1771
 FB1771;                    North         East    Units  Estimated Accuracy
 FB1771;SPC TN       -   159,840.      784,250.      MT  (+/- 180 meters Scaled)
 FB1771
 FB1771                          SUPERSEDED SURVEY CONTROL
 FB1771
 FB1771  NGVD 29 (12/12/91)  287.869  (m)          944.45   (f) ADJUSTED    1 2
 FB1771
 FB1771.Superseded values are not recommended for survey control.
 FB1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1771.See file dsdata.txt to determine how the superseded data were derived.
 FB1771
 FB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV321610(NAD 83)
 FB1771_MARKER: DD = SURVEY DISK
 FB1771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1771_SP_SET: WALL
 FB1771_STAMPING: WATERTANK RESET 1954
 FB1771_MARK LOGO: CGS   
 FB1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1771
 FB1771  HISTORY     - Date     Condition        Report By
 FB1771  HISTORY     - 1954     MONUMENTED       LOCENG
 FB1771  HISTORY     - 1983     GOOD             NGS
 FB1771
 FB1771                          STATION DESCRIPTION
 FB1771
 FB1771'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 FB1771'AT MARYVILLE.
 FB1771'AT MARYVILLE, ABOUT 200 YARDS EAST OF THE SOUTHERN RAILWAY
 FB1771'STATION, AT FORT CRAIG ELEMENTARY SCHOOL, NEAR THE SOUTH CORNER
 FB1771'OF THE BUILDING, AND IN A MASONRY WALL.
 FB1771
 FB1771                          STATION RECOVERY (1983)
 FB1771
 FB1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1771'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MARYVILLE,
 FB1771'ALONG LAMAR AVENUE, AT THE SOUTHEAST ENTRANCE TO FORT CRAIG ELEMENTARY
 FB1771'SCHOOL, SET VERTICALLY IN THE BRICK FACE OF THE BUILDING, 4.88 METERS
 FB1771'(16.1 FT) NORTH OF THE SOUTH PARKING CURB IN FRONT OF THE SCHOOL ALONG
 FB1771'LAMAR AVENUE, 12.98 METERS (42.6 FT) WEST OF THE EAST CORNER OF THE
 FB1771'SCHOOL, 0.46 METER (1.5 FT) WEST OF THE SOUTHEAST ENTRANCE.
 FB1771'THE MARK IS 0.60 M ABOVE LAMAR STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2016 ***********************************************************************
 FF2016  DESIGNATION -  WATKINS
 FF2016  PID         -  FF2016
 FF2016  STATE/COUNTY-  TN/SHELBY
 FF2016  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2016
 FF2016                         *CURRENT SURVEY CONTROL
 FF2016  ___________________________________________________________________
 FF2016* NAD 83(1995)-  35 07 30.17619(N)    090 03 50.62050(W)     ADJUSTED  
 FF2016* NAVD 88     -       112.6    (meters)     369.     (feet)  VERTCON   
 FF2016  ___________________________________________________________________
 FF2016  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF2016  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2016
 FF2016  HORZ ORDER  -  THIRD
 FF2016
 FF2016.The horizontal coordinates were established by classical geodetic methods
 FF2016.and adjusted by the National Geodetic Survey in April 1999..
 FF2016
 FF2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2016
 FF2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2016
 FF2016.The geoid height was determined by GEOID03.
 FF2016
 FF2016;                    North         East     Units Scale Factor Converg.
 FF2016;SPC TN       -    95,532.236   229,662.006   MT  1.00002440   -2 22 45.3
 FF2016;SPC TN       -   313,425.34    753,482.76   sFT  1.00002440   -2 22 45.3
 FF2016;SPC AR N     -    89,568.847   576,441.978   MT  0.99996784   +1 07 35.5
 FF2016;SPC AR N     -   293,860.46  1,891,210.06   sFT  0.99996784   +1 07 35.5
 FF2016;UTM  15      - 3,890,856.602   767,540.935   MT  1.00048224   +1 41 24.8
 FF2016;UTM  16      - 3,891,208.768   220,780.040   MT  1.00056096   -1 45 50.7
 FF2016
 FF2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2016!SPC TN       -   0.99998660  x   1.00002440  =   1.00001100
 FF2016!SPC AR N     -   0.99998660  x   0.99996784  =   0.99995444
 FF2016!UTM  15      -   0.99998660  x   1.00048224  =   1.00046884
 FF2016!UTM  16      -   0.99998660  x   1.00056096  =   1.00054756
 FF2016
 FF2016:                Primary Azimuth Mark                     Grid Az
 FF2016:SPC TN       -  EXCHANGE                                 029 26 38.4
 FF2016:SPC AR N     -  EXCHANGE                                 025 56 17.6
 FF2016:UTM  15      -  EXCHANGE                                 025 22 28.3
 FF2016:UTM  16      -  EXCHANGE                                 028 49 43.8
 FF2016
 FF2016|---------------------------------------------------------------------|
 FF2016| PID    Reference Object                     Distance      Geod. Az  |
 FF2016|                                                           dddmmss.s |
 FF2016| FF1998 EXCHANGE                            APPROX. 2.5 KM 0270353.1 |
 FF2016| FF1031 TS Y 1                              210.916 METERS 22045     |
 FF2016| FF0450 KANSAS                              143.049 METERS 25021     |
 FF2016| FF1048 TS W 1                              165.497 METERS 30715     |
 FF2016|---------------------------------------------------------------------|
 FF2016
 FF2016                          SUPERSEDED SURVEY CONTROL
 FF2016
 FF2016  NAD 83(1995)-  35 07 30.17843(N)    090 03 50.62005(W) AD(       ) 3
 FF2016  NAD 83(1995)-  35 07 30.18217(N)    090 03 50.61985(W) AD(       ) 3
 FF2016  NAD 83(1986)-  35 07 30.18644(N)    090 03 50.62172(W) AD(       ) 3
 FF2016  NAD 27      -  35 07 29.85920(N)    090 03 50.28710(W) AD(       ) 3
 FF2016  NGVD 29 (07/19/86)  112.6    (m)          369.     (f) VERT ANG       
 FF2016
 FF2016.Superseded values are not recommended for survey control.
 FF2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2016.See file dsdata.txt to determine how the superseded data were derived.
 FF2016
 FF2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6754190857(NAD 83)
 FF2016_MARKER: DE = TRAVERSE STATION DISK
 FF2016_SETTING: 0 = UNSPECIFIED SETTING
 FF2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2016
 FF2016  HISTORY     - Date     Condition        Report By
 FF2016  HISTORY     - 1959     MONUMENTED       CGS
 FF2016
 FF2016                          STATION DESCRIPTION
 FF2016
 FF2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF2016'STATION IS LOCATED ON THE WATKINS BUILDING ABOUT 1 MILE SOUTH
 FF2016'OF DOWNTOWN MEMPHIS, 1/2 MILE EAST OF THE EAST END OF THE
 FF2016'MISSISSIPPI RIVER BRIDGE ON CRUMP BOULEVARD BETWEEN KENTUCKY
 FF2016'STREET AND KANSAS STREET.  IT IS ON TOP OF THE ELEVATOR
 FF2016'SHAFT, 4.5 FEET SOUTHEAST OF ITS NORTHWEST CORNER, 4 FEET
 FF2016'EAST OF THE WEST EDGE, 3.5 FEET SOUTH OF THE NORTH EDGE
 FF2016'AND 3.5 FEET NORTHWEST OF A WATER TANK.  IT IS A STANDARD
 FF2016'TRAVERSE DISK SET IN A DRILL HOLE IN THE ROOF AND IS STAMPED
 FF2016'WATKINS 1959.
 FF2016'
 FF2016'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2323 ***********************************************************************
 GC2323  DESIGNATION -  WATKINS LOOKOUT TOWER HR 25
 GC2323  PID         -  GC2323
 GC2323  STATE/COUNTY-  TN/DAVIDSON
 GC2323  USGS QUAD   -  BELLEVUE (1983)
 GC2323
 GC2323                         *CURRENT SURVEY CONTROL
 GC2323  ___________________________________________________________________
 GC2323* NAD 83(1995)-  36 06 40.14577(N)    086 57 57.22168(W)     ADJUSTED  
 GC2323* NAVD 88     -                                                        
 GC2323  ___________________________________________________________________
 GC2323  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GC2323  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2323
 GC2323  HORZ ORDER  -  THIRD
 GC2323
 GC2323.The horizontal coordinates were established by classical geodetic methods
 GC2323.and adjusted by the National Geodetic Survey in April 1999..
 GC2323
 GC2323
 GC2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2323
 GC2323.The geoid height was determined by GEOID03.
 GC2323
 GC2323;                    North         East     Units Scale Factor Converg.
 GC2323;SPC TN       -   197,677.417   513,038.612   MT  0.99996006   -0 33 55.7
 GC2323;SPC TN       -   648,546.66  1,683,194.18   sFT  0.99996006   -0 33 55.7
 GC2323;UTM  16      - 3,996,277.444   503,069.491   MT  0.99960012   +0 01 12.4
 GC2323
 GC2323                          SUPERSEDED SURVEY CONTROL
 GC2323
 GC2323  NAD 83(1995)-  36 06 40.14775(N)    086 57 57.22384(W) AD(       ) 4
 GC2323  NAD 83(1995)-  36 06 40.14874(N)    086 57 57.22386(W) AD(       ) 4
 GC2323  NAD 83(1986)-  36 06 40.15639(N)    086 57 57.22461(W) AD(       ) 4
 GC2323  NAD 27      -  36 06 39.94300(N)    086 57 57.21500(W) AD(       ) 3
 GC2323
 GC2323.Superseded values are not recommended for survey control.
 GC2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2323.See file dsdata.txt to determine how the superseded data were derived.
 GC2323
 GC2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0306996277(NAD 83)
 GC2323_MARKER: 57 = LOOKOUT TOWER
 GC2323
 GC2323  HISTORY     - Date     Condition        Report By
 GC2323  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2323
 GC2323                          STATION DESCRIPTION
 GC2323
 GC2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2323'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF THE CENTER OF
 GC2323'NASHVILLE, 4-1/4 MILES EAST-NORTHEAST OF PEGRAM AND 2-1/4 MILES
 GC2323'WEST-SOUTHWEST OF WATKINS ON THE SUMMIT OF A HIGH WOODED KNOLL.
 GC2323'
 GC2323'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 GC2323'OBSERVATION PLATFORM, HAS AN OVER-ALL HEIGHT OF 87 FEET AND HAS A
 GC2323'SMALL FINIAL AT THE APEX OF THE ROOF.
 GC2323'
 GC2323'THE FINIAL AT THE TOP AND CENTER OF THE ROOF WAS THE POINT OBSERVED
 GC2323'UPON.
 GC2323'
 GC2323'TO REACH THE STATION FROM THE SMALL VILLAGE OF PEGRAM, GO EAST AND
 GC2323'NORTHEASTERLY ON U.S. HIGHWAY NO. 70 FOR 4.0 MILES TO BUFFALO ROAD ON
 GC2323'THE LEFT, TURN LEFT, AND GO NORTHERLY ON A WINDING ROAD FOR 2.3 MILES
 GC2323'TO WHERE THE ROAD CURVES SHARP
 GC2323'LEFT
 GC2323'AND A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO
 GC2323'UPHILL FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 GC2323'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2324 ***********************************************************************
 GC2324  DESIGNATION -  WATKINS ST GAME COMM RAD MAST
 GC2324  PID         -  GC2324
 GC2324  STATE/COUNTY-  TN/DAVIDSON
 GC2324  USGS QUAD   -  BELLEVUE (1983)
 GC2324
 GC2324                         *CURRENT SURVEY CONTROL
 GC2324  ___________________________________________________________________
 GC2324* NAD 83(1995)-  36 06 39.09973(N)    086 57 58.02986(W)     ADJUSTED  
 GC2324* NAVD 88     -                                                        
 GC2324  ___________________________________________________________________
 GC2324  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GC2324  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2324
 GC2324  HORZ ORDER  -  THIRD
 GC2324
 GC2324.The horizontal coordinates were established by classical geodetic methods
 GC2324.and adjusted by the National Geodetic Survey in April 1999..
 GC2324
 GC2324
 GC2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2324
 GC2324.The geoid height was determined by GEOID03.
 GC2324
 GC2324;                    North         East     Units Scale Factor Converg.
 GC2324;SPC TN       -   197,645.378   513,018.082   MT  0.99996003   -0 33 56.2
 GC2324;SPC TN       -   648,441.54  1,683,126.82   sFT  0.99996003   -0 33 56.2
 GC2324;UTM  16      - 3,996,245.208   503,049.298   MT  0.99960011   +0 01 11.9
 GC2324
 GC2324                          SUPERSEDED SURVEY CONTROL
 GC2324
 GC2324  NAD 83(1995)-  36 06 39.10171(N)    086 57 58.03202(W) AD(       ) 4
 GC2324  NAD 83(1995)-  36 06 39.10270(N)    086 57 58.03205(W) AD(       ) 4
 GC2324  NAD 83(1986)-  36 06 39.11035(N)    086 57 58.03279(W) AD(       ) 4
 GC2324  NAD 27      -  36 06 38.89700(N)    086 57 58.02400(W) AD(       ) 3
 GC2324
 GC2324.Superseded values are not recommended for survey control.
 GC2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2324.See file dsdata.txt to determine how the superseded data were derived.
 GC2324
 GC2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0304996245(NAD 83)
 GC2324_MARKER: 42 = RADIO/TV MAST
 GC2324
 GC2324  HISTORY     - Date     Condition        Report By
 GC2324  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2324
 GC2324                          STATION DESCRIPTION
 GC2324
 GC2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2324'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF THE CENTER OF
 GC2324'NASHVILLE, 4-1/4 MILES EAST-NORTHEAST OF PEGRAM AND 2-1/4 MILES
 GC2324'WEST-SOUTHWEST OF WATKINS ON THE SUMMIT OF A HIGH WOODED KNOLL.
 GC2324'
 GC2324'IT IS A TUBULAR STEEL, TRUSS CONSTRUCTED STRUCTURE SUPPORTED BY MANY
 GC2324'GUYS, HAS AN OVER-ALL HEIGHT OF 150 FEET AND HAS FOUR
 GC2324'NON-DIRECTIONAL ANTENNAE AT THE TOP.
 GC2324'
 GC2324'THE TOP AND CENTER OF THE MAST WAS THE POINT OBSERVED UPON.
 GC2324'
 GC2324'TO REACH THE STATION FROM THE SMALL VILLAGE OF PEGRAM, GO EAST AND
 GC2324'NORTHEASTERLY ON U.S. HIGHWAY NO. 70 FOR 4.0 MILES TO BUFFALO ROAD ON
 GC2324'THE LEFT, TURN LEFT, AND GO NORTHERLY ON A WINDING ROAD FOR 2.3 MILES
 GC2324'TO WHERE THE ROAD CURVES SHARP LEFT AND A GRAVEL ROAD ON THE
 GC2324'RIGHT, TURN RIGHT AND GO UPHILL FOR 0.2 MILE TO THE SUMMIT OF THE
 GC2324'HILL AND A LOOKOUT TOWER.  THE RADIO MAST IS ABOUT 100 FEET
 GC2324'SOUTHWEST OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0305 ***********************************************************************
 FC0305  DESIGNATION -  WATSON
 FC0305  PID         -  FC0305
 FC0305  STATE/COUNTY-  TN/MONROE
 FC0305  USGS QUAD   -  SWEETWATER (1989)
 FC0305
 FC0305                         *CURRENT SURVEY CONTROL
 FC0305  ___________________________________________________________________
 FC0305* NAD 83(1995)-  35 36 54.73800(N)    084 29 20.64389(W)     ADJUSTED  
 FC0305* NAVD 88     -       329.825  (meters)    1082.10   (feet)  ADJUSTED  
 FC0305  ___________________________________________________________________
 FC0305  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FC0305  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0305  DYNAMIC HT  -         329.506 (meters)    1081.05  (feet)  COMP
 FC0305  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 FC0305
 FC0305  HORZ ORDER  -  SECOND
 FC0305  VERT ORDER  -  SECOND    CLASS 0
 FC0305
 FC0305.The horizontal coordinates were established by classical geodetic methods
 FC0305.and adjusted by the National Geodetic Survey in April 1999..
 FC0305
 FC0305.The orthometric height was determined by differential leveling
 FC0305.and adjusted by the National Geodetic Survey in June 1991..
 FC0305
 FC0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0305
 FC0305.The geoid height was determined by GEOID03.
 FC0305
 FC0305.The dynamic height is computed by dividing the NAVD 88
 FC0305.geopotential number by the normal gravity value computed on the
 FC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0305.degrees latitude (g = 980.6199 gals.).
 FC0305
 FC0305.The modeled gravity was interpolated from observed gravity values.
 FC0305
 FC0305;                    North         East     Units Scale Factor Converg.
 FC0305;SPC TN       -   143,279.082   736,878.441   MT  0.99995566   +0 53 04.4
 FC0305;SPC TN       -   470,074.79  2,417,575.35   sFT  0.99995566   +0 53 04.4
 FC0305;UTM  16      - 3,944,173.478   727,422.235   MT  1.00023740   +1 27 46.2
 FC0305
 FC0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0305!SPC TN       -   0.99995301  x   0.99995566  =   0.99990868
 FC0305!UTM  16      -   0.99995301  x   1.00023740  =   1.00019040
 FC0305
 FC0305:                Primary Azimuth Mark                     Grid Az
 FC0305:SPC TN       -  CHERRY                                   011 03 21.3
 FC0305:UTM  16      -  CHERRY                                   010 28 39.5
 FC0305
 FC0305|---------------------------------------------------------------------|
 FC0305| PID    Reference Object                     Distance      Geod. Az  |
 FC0305|                                                           dddmmss.s |
 FC0305| FC1671 CHERRY                              APPROX. 3.6 KM 0115625.7 |
 FC0305| FC0306 WATSON RM 1                           7.574 METERS 11449     |
 FC0305| FC0307 WATSON RM 2                           5.959 METERS 18919     |
 FC0305|---------------------------------------------------------------------|
 FC0305
 FC0305                          SUPERSEDED SURVEY CONTROL
 FC0305
 FC0305  NAD 83(1995)-  35 36 54.74360(N)    084 29 20.64395(W) AD(       ) 2
 FC0305  NAD 83(1986)-  35 36 54.74856(N)    084 29 20.64217(W) AD(       ) 2
 FC0305  NAD 27      -  35 36 54.48160(N)    084 29 20.89690(W) AD(       ) 2
 FC0305  NGVD 29 (??/??/92)  329.906  (m)         1082.37   (f) ADJ UNCH    2 0
 FC0305
 FC0305.Superseded values are not recommended for survey control.
 FC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0305.See file dsdata.txt to determine how the superseded data were derived.
 FC0305
 FC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2742244173(NAD 83)
 FC0305_MARKER: DE = TRAVERSE STATION DISK
 FC0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0305_STAMPING: WATSON 1961
 FC0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0305+STABILITY: SURFACE MOTION
 FC0305
 FC0305  HISTORY     - Date     Condition        Report By
 FC0305  HISTORY     - 1961     MONUMENTED       CGS
 FC0305  HISTORY     - 1961     GOOD             CGS
 FC0305  HISTORY     - 1980     MARK NOT FOUND   NGS
 FC0305  HISTORY     - 1980     MARK NOT FOUND   NGS
 FC0305
 FC0305                          STATION DESCRIPTION
 FC0305
 FC0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0305'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF LUTTERELL,
 FC0305'ABOUT 2 MILES NORTHEAST OF SWEETWATER AND ON THE WEST SIDE OF
 FC0305'COUNTY ROUTE 2507.
 FC0305'
 FC0305'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO NORTH ON
 FC0305'U.S. HIGHWAY 11 FOR 0.5 MILE TO A SIDE STREET ON THE LEFT, OAKLAND
 FC0305'DRIVE, TURN LEFT AND GO 1.75 MILE TO THE STATION ON THE LEFT.
 FC0305'
 FC0305'THE STATION IS 12 FEET WEST OF AN OILED ROAD, 4.1 FEET NORTHEAST OF A
 FC0305'WITNESS POST AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 FC0305'A STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED WATSON 1961.
 FC0305'
 FC0305'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE WITNESS POST, 11 FEET
 FC0305'EAST OF THE CENTER OF AN OILED ROAD AND IS SET IN THE EAST END OF A
 FC0305'CULVERT.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN THE
 FC0305'HEAD WALL OF THE CULVERT AND IS STAMPED WATSON NO 1 1961.
 FC0305'
 FC0305'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE WITNESS POST, 13 FEET
 FC0305'WEST OF THE CENTER OF AN OILED ROAD AND 1 FOOT EAST OF A
 FC0305'NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK, FLUSH, AND IS STAMPED
 FC0305'WATSON NO 2 1961.
 FC0305'
 FC0305'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 27.2 FEET.
 FC0305'
 FC0305'TRAVERSE STATION CHERRY WILL SERVE AS THE AZIMUTH.
 FC0305
 FC0305                          STATION RECOVERY (1961)
 FC0305
 FC0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0305'2.2 MI NW FROM SWEETWATER.
 FC0305'FROM THE POST OFFICE IN SWEETWATER, GO 0.5 MILE NORTH ON U.S.
 FC0305'HIGHWAY 11 TO OAKLAND DRIVE, THEN GO 1.75 MILE WEST ON OAKLAND
 FC0305'DRIVE TO THE STATION ON THE LEFT.  THE STATION MARK IS 12 FT.
 FC0305'WEST OF AN OILED ROAD, 4.1 FT. NORTHEAST OF A METAL WITNESS
 FC0305'POST AND 2 FT. EAST OF A FENCE.  THE DISK IS SET IN TOP OF A
 FC0305'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 FC0305'ROAD.
 FC0305
 FC0305                          STATION RECOVERY (1980)
 FC0305
 FC0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC0305'THE STATION AND REFERENCE MARKS WERE NOT FOUND AND ASSUMED DESTROYED
 FC0305'WHEN THE ROAD WAS WIDENED.
 FC0305
 FC0305                          STATION RECOVERY (1980)
 FC0305
 FC0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0306 ***********************************************************************
 FC0306  DESIGNATION -  WATSON RM 1
 FC0306  PID         -  FC0306
 FC0306  STATE/COUNTY-  TN/MONROE
 FC0306  USGS QUAD   -  SWEETWATER (1989)
 FC0306
 FC0306                         *CURRENT SURVEY CONTROL
 FC0306  ___________________________________________________________________
 FC0306* NAD 83(1986)-  35 36 54.     (N)    084 29 20.     (W)     SCALED    
 FC0306* NAVD 88     -       330.172  (meters)    1083.24   (feet)  ADJUSTED  
 FC0306  ___________________________________________________________________
 FC0306  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0306  DYNAMIC HT  -         329.853 (meters)    1082.19  (feet)  COMP
 FC0306  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 FC0306
 FC0306  VERT ORDER  -  SECOND    CLASS 0
 FC0306
 FC0306.The horizontal coordinates were scaled from a topographic map and have
 FC0306.an estimated accuracy of +/- 6 seconds.
 FC0306
 FC0306.The orthometric height was determined by differential leveling
 FC0306.and adjusted by the National Geodetic Survey in June 1991..
 FC0306
 FC0306.The geoid height was determined by GEOID03.
 FC0306
 FC0306.The dynamic height is computed by dividing the NAVD 88
 FC0306.geopotential number by the normal gravity value computed on the
 FC0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0306.degrees latitude (g = 980.6199 gals.).
 FC0306
 FC0306.The modeled gravity was interpolated from observed gravity values.
 FC0306
 FC0306;                    North         East    Units  Estimated Accuracy
 FC0306;SPC TN       -   143,260.      736,900.      MT  (+/- 180 meters Scaled)
 FC0306
 FC0306                          SUPERSEDED SURVEY CONTROL
 FC0306
 FC0306  NGVD 29 (??/??/92)  330.253  (m)         1083.51   (f) ADJ UNCH    2 0
 FC0306
 FC0306.Superseded values are not recommended for survey control.
 FC0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0306.See file dsdata.txt to determine how the superseded data were derived.
 FC0306
 FC0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE274441(NAD 83)
 FC0306_MARKER: DR = REFERENCE MARK DISK
 FC0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0306_SP_SET: CULVERT
 FC0306_STAMPING: WATSON NO 1 1961
 FC0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0306
 FC0306  HISTORY     - Date     Condition        Report By
 FC0306  HISTORY     - 1961     MONUMENTED       CGS
 FC0306
 FC0306                          STATION DESCRIPTION
 FC0306
 FC0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0306'2.2 MI NW FROM SWEETWATER.
 FC0306'THIS MARK IS LOCATED AT THE WATSON 1961 STATION SITE, 24.8 FT.
 FC0306'EAST OF THE STATION MARK, 25 FT. EAST OF A WITNESS SIGN, 11 FT.
 FC0306'EAST OF THE CENTER OF THE OILED ROAD.  THE DISK IS CEMENTED IN A
 FC0306'DRILL HOLE IN TOP OF THE EAST CONCRETE HEADWALL OF A CULVERT
 FC0306'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0307 ***********************************************************************
 FC0307  DESIGNATION -  WATSON RM 2
 FC0307  PID         -  FC0307
 FC0307  STATE/COUNTY-  TN/MONROE
 FC0307  USGS QUAD   -  SWEETWATER (1989)
 FC0307
 FC0307                         *CURRENT SURVEY CONTROL
 FC0307  ___________________________________________________________________
 FC0307* NAD 83(1986)-  35 36 54.     (N)    084 29 20.     (W)     SCALED    
 FC0307* NAVD 88     -       330.084  (meters)    1082.95   (feet)  ADJUSTED  
 FC0307  ___________________________________________________________________
 FC0307  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0307  DYNAMIC HT  -         329.765 (meters)    1081.90  (feet)  COMP
 FC0307  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 FC0307
 FC0307  VERT ORDER  -  SECOND    CLASS 0
 FC0307
 FC0307.The horizontal coordinates were scaled from a topographic map and have
 FC0307.an estimated accuracy of +/- 6 seconds.
 FC0307
 FC0307.The orthometric height was determined by differential leveling
 FC0307.and adjusted by the National Geodetic Survey in June 1991..
 FC0307
 FC0307.The geoid height was determined by GEOID03.
 FC0307
 FC0307.The dynamic height is computed by dividing the NAVD 88
 FC0307.geopotential number by the normal gravity value computed on the
 FC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0307.degrees latitude (g = 980.6199 gals.).
 FC0307
 FC0307.The modeled gravity was interpolated from observed gravity values.
 FC0307
 FC0307;                    North         East    Units  Estimated Accuracy
 FC0307;SPC TN       -   143,260.      736,900.      MT  (+/- 180 meters Scaled)
 FC0307
 FC0307                          SUPERSEDED SURVEY CONTROL
 FC0307
 FC0307  NGVD 29 (??/??/92)  330.165  (m)         1083.22   (f) ADJ UNCH    2 0
 FC0307
 FC0307.Superseded values are not recommended for survey control.
 FC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0307.See file dsdata.txt to determine how the superseded data were derived.
 FC0307
 FC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE274441(NAD 83)
 FC0307_MARKER: DR = REFERENCE MARK DISK
 FC0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0307_STAMPING: WATSON NO 2 1961
 FC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0307+STABILITY: SURFACE MOTION
 FC0307
 FC0307  HISTORY     - Date     Condition        Report By
 FC0307  HISTORY     - 1961     MONUMENTED       CGS
 FC0307  HISTORY     - 1980     MARK NOT FOUND   NGS
 FC0307
 FC0307                          STATION DESCRIPTION
 FC0307
 FC0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0307'2.2 MI NW FROM SWEETWATER.
 FC0307'THIS MARK IS LOCATED AT THE WATSON 1961 STATION SITE, 19.5
 FC0307'FT. SOUTH OF THE STATION MARK, 14 FT. SOUTH OF A METAL WITNESS
 FC0307'POST, 13 FT. WEST OF THE CENTER OF THE OILED ROAD, AND 1 FT. EAST
 FC0307'OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FC0307'THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 FC0307
 FC0307                          STATION RECOVERY (1980)
 FC0307
 FC0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2610 ***********************************************************************
 GC2610  DESIGNATION -  WAVE
 GC2610  PID         -  GC2610
 GC2610  STATE/COUNTY-  TN/HUMPHREYS
 GC2610  USGS QUAD   -  WAVERLY (1987)
 GC2610
 GC2610                         *CURRENT SURVEY CONTROL
 GC2610  ___________________________________________________________________
 GC2610* NAD 83(1995)-  36 06 18.81609(N)    087 48 33.04755(W)     ADJUSTED  
 GC2610* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2610  ___________________________________________________________________
 GC2610  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GC2610  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC2610
 GC2610  HORZ ORDER  -  SECOND
 GC2610
 GC2610.The horizontal coordinates were established by classical geodetic methods
 GC2610.and adjusted by the National Geodetic Survey in April 1999..
 GC2610
 GC2610.The orthometric height was scaled from a topographic map.
 GC2610
 GC2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2610
 GC2610.The geoid height was determined by GEOID03.
 GC2610
 GC2610;                    North         East     Units Scale Factor Converg.
 GC2610;SPC TN       -   198,096.503   437,110.515   MT  0.99995956   -1 03 33.0
 GC2610;SPC TN       -   649,921.61  1,434,086.75   sFT  0.99995956   -1 03 33.0
 GC2610;UTM  16      - 3,995,922.811   427,166.803   MT  0.99966536   -0 28 36.6
 GC2610
 GC2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2610!SPC TN       -   0.99997061  x   0.99995956  =   0.99993018
 GC2610!UTM  16      -   0.99997061  x   0.99966536  =   0.99963598
 GC2610
 GC2610:                Primary Azimuth Mark                     Grid Az
 GC2610:SPC TN       -  WAVE AZ MK                               015 40 18.7
 GC2610:UTM  16      -  WAVE AZ MK                               015 05 22.3
 GC2610
 GC2610|---------------------------------------------------------------------|
 GC2610| PID    Reference Object                     Distance      Geod. Az  |
 GC2610|                                                           dddmmss.s |
 GC2610| CG7749 WAVE AZ MK                                         0143645.7 |
 GC2610| CG7750 WAVE RM 1                            29.176 METERS 09231     |
 GC2610| GC2592 MCEWEN RESET                        APPROX.14.6 KM 1011000.3 |
 GC2610| GC2608 STATE FOREST LOT HR 27               28.308 METERS 10832     |
 GC2610| GC2617 WAVERLY MUNICIPAL STANDPIPE         APPROX. 3.4 KM 1595000.8 |
 GC2610| CG7751 WAVE RM 2                            29.523 METERS 19520     |
 GC2610|---------------------------------------------------------------------|
 GC2610
 GC2610                          SUPERSEDED SURVEY CONTROL
 GC2610
 GC2610  NAD 83(1995)-  36 06 18.81798(N)    087 48 33.05144(W) AD(       ) 2
 GC2610  NAD 83(1995)-  36 06 18.81862(N)    087 48 33.05269(W) AD(       ) 2
 GC2610  NAD 83(1986)-  36 06 18.82593(N)    087 48 33.04936(W) AD(       ) 2
 GC2610  NAD 27      -  36 06 18.61000(N)    087 48 32.95900(W) AD(       ) 2
 GC2610
 GC2610.Superseded values are not recommended for survey control.
 GC2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2610.See file dsdata.txt to determine how the superseded data were derived.
 GC2610
 GC2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2716795923(NAD 83)
 GC2610_MARKER: DS = TRIANGULATION STATION DISK
 GC2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2610
 GC2610  HISTORY     - Date     Condition        Report By
 GC2610  HISTORY     - 1952     MONUMENTED       CGS
 GC2610  HISTORY     - 1961     GOOD             TNHD
 GC2610  HISTORY     - 1972     GOOD             LOCENG
 GC2610  HISTORY     - 1988     GOOD             USPSQD
 GC2610
 GC2610                          STATION DESCRIPTION
 GC2610
 GC2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2610'STATION IS LOCATED 1 MILE NORTH OF WAVERLY ON THE GROUNDS OF THE
 GC2610'TENNESSEE STATE FOREST SERVICE.  IT IS 150 FEET WEST OF THE CENTER OF
 GC2610'A PAVED ROAD, 87 FEET WEST OF THE NORTHWEST LEG OF THE STATE FOREST
 GC2610'LOOKOUT TOWER HR 27, 22 FEET SOUTH OF A 6 INCH WHITE OAK TREE AND 15
 GC2610'FEET NORTH OF THE CENTER OF A WOODS ROAD.  THE MARK PROJECTS 2 INCHES
 GC2610'AND THE DISK IS STAMPED WAVE 1952.
 GC2610'
 GC2610'REFERENCE MARK NO. 1 IS 50 FEET WEST OF THE CENTER OF A DRIVEWAY, 23
 GC2610'FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 16 FT N
 GC2610'OF THE NE LEG OF THE LOOKOUT TOWER.  THE MK IS FLUSH AND THE DISK IS
 GC2610'STAMPED WAVE NO 1 1952.
 GC2610'
 GC2610'REFERENCE MARK NO. 2 IS 82 FEET SOUTH OF THE CENTER OF THE WOODS ROAD
 GC2610'AND 25 FEET SOUTHEAST OF A 12 INCH TWIN OAK TREE.  THE MARK PROJECTS
 GC2610'2 INCHES AND THE DISK IS STAMPED WAVE NO 2 1952.
 GC2610'
 GC2610'AZIMUTH MARK IS 50 FEET NORTH OF A 12 INCH WHITE OAK TREE, 20 FEET
 GC2610'EAST OF THE CENTER OF THE PAVED ROAD, 2 FEET SOUTH OF A FENCE CORNER
 GC2610'AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 GC2610'AND THE DISK IS STAMPED WAVE 1952.
 GC2610'
 GC2610'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN WAVERLY,
 GC2610'GO WEST ON U.S. HIGHWAY 70 FOR 0.3 MILE TO A PAVED ROAD RIGHT,
 GC2610'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 1.7 MILES TO THE STATE
 GC2610'FOREST LOOKOUT TOWER HR 27 ON THE LEFT AND THE STATION AS
 GC2610'DESCRIBED, CONTINUE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2610'DESCRIBED.
 GC2610'
 GC2610'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2610
 GC2610                          STATION RECOVERY (1961)
 GC2610
 GC2610'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2610'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2610'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE MARKS AND
 GC2610'THE STATION AND WERE FOUND TO CHECK THE 1952 MEASUREMENTS.  THE
 GC2610'1952 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2610
 GC2610                          STATION RECOVERY (1972)
 GC2610
 GC2610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2610'WAVE STATION MARK RECOVERED IN GOOD CONDITION.
 GC2610'
 GC2610'WAVE 1952 FOUND STAMPED ON THE POINT.
 GC2610'
 GC2610'DESCRIPTION AS IN BULLETIN.
 GC2610'REF. MK. NO. 1-RECOVERED IN GOOD CONDITION.
 GC2610'REF. MK. NO. 2-RECOVERED IN GOOD CONDITION.
 GC2610'AZ. MK. RECOVERED IN GOOD CONDITION-ADD TO DESCRIPTION-IN N. W.
 GC2610'COR. OF H. A. GUIN YARD.
 GC2610'
 GC2610'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.0 MI. N. OF WAVERLY.
 GC2610
 GC2610                          STATION RECOVERY (1988)
 GC2610
 GC2610'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2611 ***********************************************************************
 GC2611  DESIGNATION -  WAVERLY
 GC2611  PID         -  GC2611
 GC2611  STATE/COUNTY-  TN/HUMPHREYS
 GC2611  USGS QUAD   -  WAVERLY (1987)
 GC2611
 GC2611                         *CURRENT SURVEY CONTROL
 GC2611  ___________________________________________________________________
 GC2611* NAD 83(1995)-  36 04 42.07099(N)    087 47 40.82050(W)     ADJUSTED  
 GC2611* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 GC2611  ___________________________________________________________________
 GC2611  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GC2611  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC2611
 GC2611  HORZ ORDER  -  SECOND
 GC2611
 GC2611.The horizontal coordinates were established by classical geodetic methods
 GC2611.and adjusted by the National Geodetic Survey in April 1999..
 GC2611
 GC2611.The orthometric height was scaled from a topographic map.
 GC2611
 GC2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2611
 GC2611.The geoid height was determined by GEOID03.
 GC2611
 GC2611;                    North         East     Units Scale Factor Converg.
 GC2611;SPC TN       -   195,091.161   438,361.876   MT  0.99995746   -1 03 02.4
 GC2611;SPC TN       -   640,061.58  1,438,192.25   sFT  0.99995746   -1 03 02.4
 GC2611;UTM  16      - 3,992,931.227   428,448.275   MT  0.99966308   -0 28 04.8
 GC2611
 GC2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2611!SPC TN       -   0.99997203  x   0.99995746  =   0.99992949
 GC2611!UTM  16      -   0.99997203  x   0.99966308  =   0.99963512
 GC2611
 GC2611|---------------------------------------------------------------------|
 GC2611| PID    Reference Object                     Distance      Geod. Az  |
 GC2611|                                                           dddmmss.s |
 GC2611| CG7752 WAVERLY RM 1                         12.980 METERS 18434     |
 GC2611| GC2612 WAVERLY AZ MK                                      1844302.5 |
 GC2611| GC2736 WAVERLY AZ MK RESET                 257.852 METERS 20618     |
 GC2611| CG7753 WAVERLY RM 2                         10.314 METERS 33852     |
 GC2611|---------------------------------------------------------------------|
 GC2611
 GC2611                          SUPERSEDED SURVEY CONTROL
 GC2611
 GC2611  NAD 83(1995)-  36 04 42.07288(N)    087 47 40.82453(W) AD(       ) 2
 GC2611  NAD 83(1995)-  36 04 42.07345(N)    087 47 40.82550(W) AD(       ) 2
 GC2611  NAD 83(1986)-  36 04 42.08089(N)    087 47 40.82224(W) AD(       ) 2
 GC2611  NAD 27      -  36 04 41.86300(N)    087 47 40.73300(W) AD(       ) 2
 GC2611
 GC2611.Superseded values are not recommended for survey control.
 GC2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2611.See file dsdata.txt to determine how the superseded data were derived.
 GC2611
 GC2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2844892931(NAD 83)
 GC2611_MARKER: DS = TRIANGULATION STATION DISK
 GC2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2611
 GC2611  HISTORY     - Date     Condition        Report By
 GC2611  HISTORY     - 1952     MONUMENTED       CGS
 GC2611  HISTORY     - 1961     GOOD             TNHD
 GC2611  HISTORY     - 1972     GOOD             LOCENG
 GC2611  HISTORY     - 1988     GOOD             USPSQD
 GC2611
 GC2611                          STATION DESCRIPTION
 GC2611
 GC2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2611'STATION IS LOCATED NEAR THE TOP OF A HILL OVERLOOKING WAVERLY.  IT IS
 GC2611'ABOUT 0.25 MILE SOUTH OF THE CENTER OF WAVERLY AND ON A HIGH BANK
 GC2611'ON THE EAST SIDE OF STATE HIGHWAY 13 ON PROPERTY OWNED BY FERBY
 GC2611'HICKS.  IT IS 35 FEET SOUTHWEST OF AN ANTENNA POLE, 16 FEET EAST OF
 GC2611'THE WEST EDGE OF THE BANK, 10 FEET NORTH OF A WHITE WITNESS POST AND
 GC2611'6 FEET SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND
 GC2611'THE DISK IS STAMPED WAVERLY 1952.
 GC2611'
 GC2611'REFERENCE MARK NO. 1 IS 65 FEET SOUTHWEST OF THE ANTENNA POLE AND 6
 GC2611'FEET EAST OF THE BANK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2611'STAMPED WAVERLY NO 1 1952.
 GC2611'
 GC2611'REFERENCE MARK NO. 2 IS 50 FEET NORTHWEST OF THE ANTENNA POLE AND 6
 GC2611'FEET EAST OF THE BANK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2611'STAMPED WAVERLY NO 2 1952.
 GC2611'
 GC2611'AZIMUTH MARK IS 24 FEET EAST OF A POWERLINE AND TELEPHONE LINE POLE,
 GC2611'19 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A
 GC2611'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2611'STAMPED WAVERLY 1952.
 GC2611'
 GC2611'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GC2611'SQUARE IN WAVERLY, GO SOUTH UP HILL ON STATE HIGHWAY 13 FOR 0.4 MILE
 GC2611'TO A SIDE ROAD RIGHT *, CONTINUE FOR ABOUT 100 FEET TO A SIDE ROAD
 GC2611'LEFT, TURN LEFT AND THENCE NORTH ON GRAVEL ROAD FOR 0.1 MILE TO
 GC2611'WHERE ROAD FORKS, KEEP LEFT AND GO 0.05 MILE TO THE TOP OF HILL AND
 GC2611'THE STATION AS DESCRIBED.
 GC2611'
 GC2611'TO REACH THE AZIMUTH MARK FROM THIS POINT *, GO WEST ON GRAVEL ROAD
 GC2611'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2611'
 GC2611'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2611
 GC2611                          STATION RECOVERY (1961)
 GC2611
 GC2611'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2611'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2611'CONDITION.  THE ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
 GC2611'
 GC2611'DUE TO CONSTRUCTION OF A COUNTY ROAD, THE AZIMUTH MARK WOULD BE
 GC2611'DESTROYED.
 GC2611'
 GC2611'A NEW AZIMUTH MARK WAVERLY 1952 RESET 1961, WAS ESTABLISHED BY THE
 GC2611'TENNESSEE HIGHWAY GEODETIC SURVEY PARTY THIS DATE.  SEE DESCRIPTION
 GC2611'OF THE NEW AZIMUTH MARK BELOW.
 GC2611'
 GC2611'THE NEW AZIMUTH MARK WAVERLY 1952 RESET 1961, COULD NOT BE
 GC2611'ESTABLISHED ON A LINE THROUGH THE STATION AND THE OLD AZIMUTH MARK.
 GC2611'THEREFORE, THE VERTICES OF THE TRIANGLE WAVERLY 1952, WAVERLY AZIMUTH
 GC2611'MARK 1952, AND WAVERLY AZIMUTH MARK 1952 RESET 1961 WERE OCCUPIED.
 GC2611'
 GC2611'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, AND A TELLUROMETER LINE
 GC2611'MEASURED BETWEEN WAVERLY 1952 AND WAVERLY AZIMUTH MARK 1952 RESET
 GC2611'1961, THE OLD AZIMUTH MARK WAVERLY 1952 WAS DESTROYED, AND THE DISK
 GC2611'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 GC2611'
 GC2611'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK-
 GC2611'
 GC2611'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WAVERLY 1952 RESET 1961,
 GC2611'SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS
 GC2611'41 FEET SOUTHEAST OF WAVERLY MUNICIPAL WATER STANDPIPE AND 9 FEET
 GC2611'WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.
 GC2611'
 GC2611'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 70
 GC2611'AND STATE ROUTE 13, GO SOUTHEAST ON STATE ROUTE 13 FOR 0.9 MILE TO
 GC2611'A GRAVEL ROAD RIGHT, TURN RIGHT, SOUTHWEST, AND GO 0.1 MILE TO A
 GC2611'DRIVEWAY RIGHT, TURN RIGHT, NORTHWEST AND GO 200 FEET TO THE MARK
 GC2611'ON THE LEFT AS DESCRIBED.
 GC2611
 GC2611                          STATION RECOVERY (1972)
 GC2611
 GC2611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2611'WAVERLY STATION MARK RECOVERED IN GOOD CONDITION.
 GC2611'
 GC2611'WAVERLY 1952 FOUND STAMPED ON THE POINT.
 GC2611'
 GC2611'DESCRIPTION AS IN BULLETIN.
 GC2611'REF. NO. 1 RECOVERED IN GOOD CONDITION.
 GC2611'REF. NO. 2 RECOVERED IN GOOD CONDITION.
 GC2611'AZ. MK. RECOVERED IN GOOD CONDITION-STAMPED WAVERLY 1952 RESET
 GC2611'1961.
 GC2611'
 GC2611'DISTANCE AND DIRECTION FROM NEAREST TOWN 0.25 MI. S. OF HUMPHREYS
 GC2611'CO. COURTHOUSE AT WAVERLY.
 GC2611
 GC2611                          STATION RECOVERY (1988)
 GC2611
 GC2611'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2736 ***********************************************************************
 GC2736  DESIGNATION -  WAVERLY AZ MK RESET
 GC2736  PID         -  GC2736
 GC2736  STATE/COUNTY-  TN/HUMPHREYS
 GC2736  USGS QUAD   -  WAVERLY (1987)
 GC2736
 GC2736                         *CURRENT SURVEY CONTROL
 GC2736  ___________________________________________________________________
 GC2736* NAD 83(1995)-  36 04 34.57158(N)    087 47 45.38749(W)     ADJUSTED  
 GC2736* NAVD 88     -       201.2    (meters)     660.     (feet)  VERTCON   
 GC2736  ___________________________________________________________________
 GC2736  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GC2736  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC2736
 GC2736  HORZ ORDER  -  SECOND
 GC2736
 GC2736.The horizontal coordinates were established by classical geodetic methods
 GC2736.and adjusted by the National Geodetic Survey in April 1999..
 GC2736
 GC2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2736
 GC2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2736
 GC2736.The geoid height was determined by GEOID03.
 GC2736
 GC2736;                    North         East     Units Scale Factor Converg.
 GC2736;SPC TN       -   194,862.157   438,243.389   MT  0.99995731   -1 03 05.1
 GC2736;SPC TN       -   639,310.26  1,437,803.52   sFT  0.99995731   -1 03 05.1
 GC2736;UTM  16      - 3,992,701.097   428,332.158   MT  0.99966329   -0 28 07.4
 GC2736
 GC2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2736!SPC TN       -   0.99997294  x   0.99995731  =   0.99993025
 GC2736!UTM  16      -   0.99997294  x   0.99966329  =   0.99963624
 GC2736
 GC2736                          SUPERSEDED SURVEY CONTROL
 GC2736
 GC2736  NAD 83(1995)-  36 04 34.57347(N)    087 47 45.39151(W) AD(       ) 2
 GC2736  NAD 83(1995)-  36 04 34.57403(N)    087 47 45.39248(W) AD(       ) 2
 GC2736  NAD 83(1986)-  36 04 34.58147(N)    087 47 45.38923(W) AD(       ) 2
 GC2736  NAD 27      -  36 04 34.36300(N)    087 47 45.30000(W) AD(       ) 2
 GC2736  NGVD 29 (07/19/86)  201.2    (m)          660.     (f) VERT ANG       
 GC2736
 GC2736.Superseded values are not recommended for survey control.
 GC2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2736.See file dsdata.txt to determine how the superseded data were derived.
 GC2736
 GC2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2833292701(NAD 83)
 GC2736_MARKER: DZ = AZIMUTH MARK DISK
 GC2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2736
 GC2736  HISTORY     - Date     Condition        Report By
 GC2736  HISTORY     - 1961     MONUMENTED       TNHD
 GC2736
 GC2736                          STATION DESCRIPTION
 GC2736
 GC2736'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC2736'SEE STATION WAVERLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2617 ***********************************************************************
 GC2617  DESIGNATION -  WAVERLY MUNICIPAL STANDPIPE
 GC2617  PID         -  GC2617
 GC2617  STATE/COUNTY-  TN/HUMPHREYS
 GC2617  USGS QUAD   -  WAVERLY (1987)
 GC2617
 GC2617                         *CURRENT SURVEY CONTROL
 GC2617  ___________________________________________________________________
 GC2617* NAD 83(1995)-  36 04 34.79611(N)    087 47 45.98882(W)     ADJUSTED  
 GC2617* NAVD 88     -                                                        
 GC2617  ___________________________________________________________________
 GC2617  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 GC2617  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC2617
 GC2617  HORZ ORDER  -  THIRD
 GC2617
 GC2617.The horizontal coordinates were established by classical geodetic methods
 GC2617.and adjusted by the National Geodetic Survey in April 1999..
 GC2617
 GC2617
 GC2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2617
 GC2617.The geoid height was determined by GEOID03.
 GC2617
 GC2617;                    North         East     Units Scale Factor Converg.
 GC2617;SPC TN       -   194,869.352   438,228.473   MT  0.99995731   -1 03 05.4
 GC2617;SPC TN       -   639,333.87  1,437,754.58   sFT  0.99995731   -1 03 05.4
 GC2617;UTM  16      - 3,992,708.138   428,317.174   MT  0.99966331   -0 28 07.7
 GC2617
 GC2617                          SUPERSEDED SURVEY CONTROL
 GC2617
 GC2617  NAD 83(1995)-  36 04 34.79791(N)    087 47 45.99264(W) AD(       ) 4
 GC2617  NAD 83(1995)-  36 04 34.79841(N)    087 47 45.99407(W) AD(       ) 4
 GC2617  NAD 83(1986)-  36 04 34.80585(N)    087 47 45.99093(W) AD(       ) 4
 GC2617  NAD 27      -  36 04 34.58864(N)    087 47 45.90401(W) AD(       ) 3
 GC2617
 GC2617.Superseded values are not recommended for survey control.
 GC2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2617.See file dsdata.txt to determine how the superseded data were derived.
 GC2617
 GC2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2831792708(NAD 83)
 GC2617_MARKER: 52 = STANDPIPE TANK
 GC2617
 GC2617  HISTORY     - Date     Condition        Report By
 GC2617  HISTORY     - 1961     FIRST OBSERVED   TNDT
 GC2617  HISTORY     - 1972     GOOD             LOCSUR
 GC2617
 GC2617                          STATION DESCRIPTION
 GC2617
 GC2617'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2617'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF WAVERLY.  IT
 GC2617'IS A LARGE CYLINDRICAL STRUCTURE, PAINTED SILVER, AND HAS A CONICAL
 GC2617'ROOF WITH A BALL AT THE APEX AND ITS HEIGHT IS APPROXIMATELY
 GC2617'110 FEET.
 GC2617'
 GC2617'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 GC2617'
 GC2617'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70
 GC2617'AND STATE ROUTE 13, GO SOUTH ON STATE ROUTE 13 FOR 1/2 MILE
 GC2617'TO A GRAVELED ROAD RIGHT, TURN RIGHT, WEST, AND GO 0.1 MILE
 GC2617'TO THE STATION ON THE RIGHT.
 GC2617
 GC2617                          STATION RECOVERY (1972)
 GC2617
 GC2617'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2617'SAME TANK AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2582 ***********************************************************************
 GC2582  DESIGNATION -  WAVERLY RADIO STA KID 283 MAST
 GC2582  PID         -  GC2582
 GC2582  STATE/COUNTY-  TN/HOUSTON
 GC2582  USGS QUAD   -  ERIN (1981)
 GC2582
 GC2582                         *CURRENT SURVEY CONTROL
 GC2582  ___________________________________________________________________
 GC2582* NAD 83(1995)-  36 15 24.37553(N)    087 37 37.98878(W)     ADJUSTED  
 GC2582* NAVD 88     -                                                        
 GC2582  ___________________________________________________________________
 GC2582  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GC2582  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC2582
 GC2582  HORZ ORDER  -  THIRD
 GC2582
 GC2582.The horizontal coordinates were established by classical geodetic methods
 GC2582.and adjusted by the National Geodetic Survey in April 1999..
 GC2582
 GC2582
 GC2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2582
 GC2582.The geoid height was determined by GEOID03.
 GC2582
 GC2582;                    North         East     Units Scale Factor Converg.
 GC2582;SPC TN       -   214,621.712   453,771.324   MT  0.99997554   -0 57 09.5
 GC2582;SPC TN       -   704,138.07  1,488,748.09   sFT  0.99997554   -0 57 09.5
 GC2582;UTM  16      - 4,012,611.121   443,653.713   MT  0.99963912   -0 22 15.4
 GC2582
 GC2582                          SUPERSEDED SURVEY CONTROL
 GC2582
 GC2582  NAD 83(1995)-  36 15 24.37701(N)    087 37 37.99141(W) AD(       ) 4
 GC2582  NAD 83(1995)-  36 15 24.37873(N)    087 37 37.99323(W) AD(       ) 4
 GC2582  NAD 83(1986)-  36 15 24.38542(N)    087 37 37.99125(W) AD(       ) 4
 GC2582  NAD 27      -  36 15 24.18400(N)    087 37 37.92900(W) AD(       ) 3
 GC2582
 GC2582.Superseded values are not recommended for survey control.
 GC2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2582.See file dsdata.txt to determine how the superseded data were derived.
 GC2582
 GC2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4365412611(NAD 83)
 GC2582_MARKER: 42 = RADIO/TV MAST
 GC2582
 GC2582  HISTORY     - Date     Condition        Report By
 GC2582  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2582
 GC2582                          STATION DESCRIPTION
 GC2582
 GC2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2582'STATION IS THE CENTER OF TWO VERTICAL STEEL MASTS, LOCATED ABOUT 20
 GC2582'MILES NORTHEAST OF WAVERLY AND 4 MILES SOUTHEAST OF ERIN AND IS
 GC2582'OWNED BY THE MID-VALLEY PIPELINE CO.  THE MASTS ARE ABOUT 200 FEET
 GC2582'HIGH, SET IN A EAST-WEST DIRECTION AND ARE ABOUT 10 FEET APART,
 GC2582'THEY ARE PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND HAVE 2
 GC2582'RECTANGULAR MICRO-WAVE REFLECTORS SUSPENDED BETWEEN THEM.
 GC2582'
 GC2582'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 13 AND
 GC2582'49, 1 MILE EAST OF ERIN, GO SOUTH ON HIGHWAY 13 FOR 1.3 MILE TO A
 GC2582'SIDE ROAD LEFT, TURN LEFT AND GO 3.6 MILES TO A SIDE ROAD RIGHT, TURN
 GC2582'RIGHT AND GO 1.2 MILE TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE
 GC2582'TO A WOODS ROAD LEFT, TURN LEFT AND FOLLOW THE WOODS ROAD FOR 0.6
 GC2582'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1058 ***********************************************************************
 FD1058  DESIGNATION -  WAYNE
 FD1058  PID         -  FD1058
 FD1058  STATE/COUNTY-  TN/WAYNE
 FD1058  USGS QUAD   -  TOPSY (1968)
 FD1058
 FD1058                         *CURRENT SURVEY CONTROL
 FD1058  ___________________________________________________________________
 FD1058* NAD 83(1995)-  35 22 43.55441(N)    087 42 29.59924(W)     ADJUSTED  
 FD1058* NAVD 88     -       292.342  (meters)     959.13   (feet)  ADJUSTED  
 FD1058  ___________________________________________________________________
 FD1058  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FD1058  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD1058  DYNAMIC HT  -         292.066 (meters)     958.22  (feet)  COMP
 FD1058  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FD1058
 FD1058  HORZ ORDER  -  FIRST
 FD1058  VERT ORDER  -  SECOND    CLASS 0
 FD1058
 FD1058.The horizontal coordinates were established by classical geodetic methods
 FD1058.and adjusted by the National Geodetic Survey in April 1999..
 FD1058
 FD1058.The orthometric height was determined by differential leveling
 FD1058.and adjusted by the National Geodetic Survey in June 1991..
 FD1058
 FD1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1058
 FD1058.The geoid height was determined by GEOID03.
 FD1058
 FD1058.The dynamic height is computed by dividing the NAVD 88
 FD1058.geopotential number by the normal gravity value computed on the
 FD1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1058.degrees latitude (g = 980.6199 gals.).
 FD1058
 FD1058.The modeled gravity was interpolated from observed gravity values.
 FD1058
 FD1058;                    North         East     Units Scale Factor Converg.
 FD1058;SPC TN       -   117,344.970   444,792.546   MT  0.99997977   -1 00 00.2
 FD1058;SPC TN       -   384,989.29  1,459,290.21   sFT  0.99997977   -1 00 00.2
 FD1058;UTM  16      - 3,915,278.183   435,672.238   MT  0.99965099   -0 24 36.2
 FD1058
 FD1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1058!SPC TN       -   0.99995851  x   0.99997977  =   0.99993828
 FD1058!UTM  16      -   0.99995851  x   0.99965099  =   0.99960951
 FD1058
 FD1058:                Primary Azimuth Mark                     Grid Az
 FD1058:SPC TN       -  WAYNE AZ MK 2                            056 30 07.2
 FD1058:UTM  16      -  WAYNE AZ MK 2                            055 54 43.2
 FD1058
 FD1058|---------------------------------------------------------------------|
 FD1058| PID    Reference Object                     Distance      Geod. Az  |
 FD1058|                                                           dddmmss.s |
 FD1058| CG7755 WAYNE AZ MK 2                                      0553007.0 |
 FD1058| CG7756 WAYNE RM 3                           35.842 METERS 08457     |
 FD1058| FD1295 WAYNE RM 1                           26.981 METERS 10228     |
 FD1058| FD1296 WAYNE AZ MK                                        1511245.5 |
 FD1058| FD1579 WAYNESBORO ATT MW KYN               APPROX. 6.6 KM 1712321.2 |
 FD1058| FD1059 WAYNE RM 2                           29.761 METERS 18425     |
 FD1058| CG7757 WAYNE RM 4                           24.008 METERS 21050     |
 FD1058| FD1605 HASSELL RM 2                        APPROX.10.1 KM 2452119.0 |
 FD1058| FD1582 WAYNE RM A                           27.060 METERS 34405     |
 FD1058|---------------------------------------------------------------------|
 FD1058
 FD1058                          SUPERSEDED SURVEY CONTROL
 FD1058
 FD1058  NAD 83(1995)-  35 22 43.55910(N)    087 42 29.60028(W) AD(       ) 1
 FD1058  NAD 83(1986)-  35 22 43.56425(N)    087 42 29.59913(W) AD(       ) 1
 FD1058  NAD 27      -  35 22 43.28600(N)    087 42 29.51100(W) AD(       ) 1
 FD1058  NGVD 29 (??/??/92)  292.310  (m)          959.02   (f) ADJ UNCH    2 0
 FD1058
 FD1058.Superseded values are not recommended for survey control.
 FD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1058.See file dsdata.txt to determine how the superseded data were derived.
 FD1058
 FD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3567215278(NAD 83)
 FD1058_MARKER: DS = TRIANGULATION STATION DISK
 FD1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1058_STAMPING: WAYNE 1934
 FD1058_MARK LOGO: CGS   
 FD1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1058+STABILITY: SURFACE MOTION
 FD1058
 FD1058  HISTORY     - Date     Condition        Report By
 FD1058  HISTORY     - 1934     MONUMENTED       CGS
 FD1058  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FD1058  HISTORY     - 1962     GOOD             CGS
 FD1058  HISTORY     - 1962     GOOD             NGS
 FD1058  HISTORY     - 1970     GOOD             NGS
 FD1058  HISTORY     - 1970     GOOD             NGS
 FD1058
 FD1058                          STATION DESCRIPTION
 FD1058
 FD1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1058'ABOUT 14 MILES SOUTHWEST OF HOHENWALD, 5 MILES NORTHEAST OF
 FD1058'WAYNESBORO, 0.5
 FD1058'MILE NORTH OF HEAD OF OLDTOWN BRANCH, ON WEST SIDE OF
 FD1058'STATE ROUTE 48, AT POINT WHERE
 FD1058'POWER LINE TWICE CROSSES CURVE IN
 FD1058'ROAD, ON FLAT-TOPPED THICKLY WOODED RIDGE, AND ON
 FD1058'LAND OWNED BY WAYNE
 FD1058'LAND CO.  TO REACH FROM COURTHOUSE IN WAYNESBORO, GO EAST 3.6 MILES
 FD1058'ON U S ROUTE 64
 FD1058'TO GRAVEL ROAD TO LEFT AT SIGN NATURAL BRIDGE 6.25
 FD1058'MILES, TURN LEFT ONTO STATE ROUTE
 FD1058'48, AND GO 3.25 MILES TO POWER LINE
 FD1058'AND STATION SITE.  STATION IS 50 FEET NORTH OF WOODS
 FD1058'ROAD LEADING
 FD1058'NORTHWEST, 117 FEET WEST-SOUTHWEST OF POWER LINE POLE NO 6E189, 52
 FD1058'FEET WEST OF
 FD1058'CENTER LINE OF STATE ROUTE 48, AND 43 FEET NORTH OF
 FD1058'SMALL TRIANGLE-BLAZED TWIN OAK
 FD1058'TREE.  SURFACE AND UNDERGROUND MARKS
 FD1058'ARE STANDARD STATION DISKS IN CONCRETE. UPPER MARK
 FD1058'PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1058'STANDARD
 FD1058'REFERENCE DISKS IN CONCRETE.  REFERENCE MARKS
 FD1058'PROJECT 3 INCHES ABOVE
 FD1058'GROUND.  NO 1 IS 89 FEET EAST-NORTHEAST OF
 FD1058'BLAZED OAK TREE, 30 FEET SOUTHEAST OF
 FD1058'CENTER LINE OF STATE ROUTE 48,
 FD1058'30 FEET WEST-SOUTHWEST OF POWER LINE POLE NO 6E189, AND
 FD1058'88.52 FEET FROM
 FD1058'STATION S 77 DEG 32 MIN E.  NO 2 IS 55 FEET SOUTH OF
 FD1058'BLAZED OAK TREE, 25
 FD1058'FEET WEST OF CENTER LINE OF STATE ROUTE 48, AND
 FD1058'97.64 FEET FROM STATION S 04 DEG 25 MIN W.
 FD1058'REFERENCE MARK NO 1
 FD1058'IS 122.20 FEET NORTHEAST OF REFERENCE MARK NO 2.
 FD1058'AZIMUTH MARK,
 FD1058'PROJECTING 6 INCHES ABOVE GROUND, IS 20 FEET EAST OF CENTER LINE OF
 FD1058'STATE ROUTE 48,
 FD1058'OPPOSITE BEGINNING OF FIRST CURVE IN S-CURVE OF ROAD,
 FD1058'12 FEET SOUTH-SOUTHWEST OF 10-INCH
 FD1058'OAK TREE BESIDE 10-INCH OAK STUMP,
 FD1058'AND ABOUT 0.25 MILE FROM STATION S 28 DEG 47 MIN E.
 FD1058
 FD1058                          STATION RECOVERY (1934)
 FD1058
 FD1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JDT)
 FD1058'ABOUT 4 MILES E ALONG U S HIGHWAY 64 FROM WAYNESBORO, WAYNE COUNTY,
 FD1058'THENCE ABOUT 3.25
 FD1058'MILES N ALONG STATE HIGHWAY 48, ABOUT 4.75 MILES S
 FD1058'OF THE BUFFALO RIVER BRIDGE, AT A
 FD1058'CURVE, ABOUT 100 YARDS S OF AN
 FD1058'S-CURVE SIGN ON THE W SIDE OF THE HIGHWAY, AND ABOUT
 FD1058'15 YARDS W OF
 FD1058'THE CENTER LINE OF THE HIGHWAY.  A STANDARD TRIANGULATION-STATION
 FD1058'DISK, STAMPED
 FD1058'WAYNE 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD1058'(292.344 METERS OR 959.132 FEET.
 FD1058'
 FD1058'R M WAYNE 1-ABOUT 25 YARDS E OF WAYNE, DESCRIBE ABOVE, ANG ABOUT 10
 FD1058'YARDS E OF THE
 FD1058'CENTER LINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK
 FD1058'DISK, STAMPED WAYNE NO 1 1934 AND
 FD1058'SET IN THE TOP OF A CONCRETE POST.
 FD1058'(291.648 METERS OR 956.848 FEET.)
 FD1058'
 FD1058'R M WAYNE 2-ABOUT 30 YARDS S OF WAYNE, DESCRIBED ABOVE, AND ABOUT 8
 FD1058'YARDS W OF THE
 FD1058'CENTER LINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK
 FD1058'DISK, STAMPED WAYNE NO 2 1934 AND
 FD1058'SET IN THE TOP OF A CONCRETE POST.
 FD1058'AZIMUTH MARK WAYNE-ABOUT 4 MILES E ALONG U S HIGHWAY
 FD1058'64 FROM
 FD1058'WAYNESBORO, WAYNE COUNTY, THENCE ABOUT 3 MILES N ALONG STATE HIGHWAY
 FD1058'48, ABOUT 60 YARDS
 FD1058'N OF AN S-CURVE SIGN ON THE E SIDE OF THE HIGHWAY,
 FD1058'AND ABOUT 8 YARDS E OF THE CENTER
 FD1058'LINE OF THE HIGHWAY.  A STANDARD
 FD1058'REFERENCE-MARK DISK, STAMPED WAYNE AZIMUTH 1934 AND
 FD1058'SET IN THE TOP OF
 FD1058'A CONCRETE POST.  (286.553 METERS OR 940.133 FEET.)
 FD1058
 FD1058                          STATION RECOVERY (1962)
 FD1058
 FD1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1058'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FD1058'MARK NO 1 AND THE AZIMUTH
 FD1058'MARK WERE FOUND LYING ON TOP OF THE ROAD BANK AND THE
 FD1058'DISKS WERE REMOVED FOR
 FD1058'SUBMISSION TO THE WASHINGTON OFFICE.  A
 FD1058'COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1058'REFERENCE MARK NO 2 BUT IT
 FD1058'COULD NOT BE FOUND, AND IS PRESUMED LOST BY ROAD
 FD1058'CONSTRUCTION AT THE
 FD1058'SAME TIME THE OTHER MARKS WERE LOST.  DUE TO CHANGES IN THE
 FD1058'HIGHWAYS THE
 FD1058'ORIGINAL DESCRIPTION IS NO LONGER ACCURATE.  FOLLOWING IS A NEW
 FD1058'AND COMPLETE DESCRIPTION.
 FD1058'
 FD1058'THE STATION IS ON THE PROPERTY OF THE WAYNE LAND COMPANY, ON TOP OF A
 FD1058'FLAT-TOPPED,
 FD1058'HEAVILY WOODED HILL, ABOUT 14 MILES SOUTHWEST OF
 FD1058'HOHENWALD, 5 MILES NORTHEAST OF
 FD1058'WAYNESBORO, 0.5 MILE NORTH OF THE
 FD1058'HEAD OF OLDTOWN CREEK, AND ON THE WEST SIDE OF THE
 FD1058'NATURAL BRIDGE
 FD1058'ROAD AT A POINT WHERE A POWERLINE TWICE CROSSES THE ROAD.
 FD1058'
 FD1058'TO REACH FROM THE NORTHEAST CORNER OF THE WAYNE COUNTY COURTHOUSE
 FD1058'SQUARE IN WAYNESBORO, GO
 FD1058'EASTERLY ON U S HIGHWAY 64 FOR 3.7 MILES TO THE COAST
 FD1058'AWAY STORE AND RESTAURANT ON THE
 FD1058'RIGHT AND A LARGE SIGN NATURAL
 FD1058'BRIDGE MOTEL 7.5 MILES ON THE LEFT.  HERE TURN LEFT
 FD1058'AND GO NORTHERLY
 FD1058'ON NATURAL BRIDGE ROAD FOR 3.3 MILES TO A CURVE WHERE THE POWERLINE
 FD1058'CROSSES THE ROAD
 FD1058'AND THE STATION ON THE LEFT AS DESCRIBED.
 FD1058'
 FD1058'THE STATION IS 118 FEET WEST OF POWERLINE POLE NO 195, 55 FEET WEST
 FD1058'OF THE APPROXIMATE
 FD1058'CENTER OF NATURAL BRIDGE ROAD, 43 FEET NORTH OF AN
 FD1058'8-INCH, TRIANGLE BLAZED OAK
 FD1058'TREE, 33 FEET SOUTH OF A 12-INCH,
 FD1058'TRIANGLE BLAZED OAK TREE, AND 1.8 FEET WEST OF
 FD1058'A METAL WITNESS POST
 FD1058'AND TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1058'ROUND,
 FD1058'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 FD1058'STAMPED WAYNE 1934.
 FD1058
 FD1058                          STATION RECOVERY (1962)
 FD1058
 FD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD1058'5 MI NE FROM WAYNESBORO.
 FD1058'ABOUT 3.7 MILES EAST OF WAYNESBORO ALONG U.S. HIGHWAY 64 THENCE
 FD1058'NORTH ALONG NATURAL BRIDGE ROAD FOR 3.3 MILES TO A CURVE WHERE THE
 FD1058'POWERLINE TWICE CROSSES THE ROAD, 118 FEET WEST OF POWERLINE POLE
 FD1058'NO. 195, 55 FEET WEST OF THE APPROXIMATE CENTER OF NATURAL BRIDGE
 FD1058'ROAD, 43 FEET NORTH OF AN 8-INCH, TRIANGLE BLAZED OAK TREE, 33
 FD1058'FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED OAK TREE, AND 1.8 FEET
 FD1058'WEST OF A METAL WITNESS POST AND TVA SIGN.  A C AND GS STATION
 FD1058'MARK DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3
 FD1058'INCHES.
 FD1058
 FD1058                          STATION RECOVERY (1970)
 FD1058
 FD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1058'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 FD1058'CONDITION.  THE REFERENCE MARKS AND THE AZIMUTH MARK ARE
 FD1058'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  REFERENCE
 FD1058'MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS
 FD1058'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FD1058'
 FD1058'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF HOHENWALD,
 FD1058'5 MILES NORTHEAST OF WAYNESBORO, 3-1/2 MILES NORTH OF U.S. HIGHWAY
 FD1058'64 AND ON PROPERTY OWNED BY THE TENNESSEE RIVER PULP AND PAPER
 FD1058'COMPANY, BOX 33, COUNCE, TENNESSEE.
 FD1058'
 FD1058'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 FD1058'COURTHOUSE SQUARE IN WAYNESBORO GO NORTHEAST ON U.S. HIGHWAY 64
 FD1058'FOR 3.65 MILES TO A SIDE ROAD LEFT AT A CEMETERY.  TURN LEFT
 FD1058'AND GO NORTH ON THE SURFACED ROAD FOR 3.5 MILE TO A SIDE ROAD
 FD1058'LEFT, THE OLD ROAD BED.  (TO REACH THE AZIMUTH MARK CONTINUE
 FD1058'AHEAD ON THE SURFACED ROAD FOR 0.3 MILE TO THE MARK ON THE
 FD1058'RIGHT.) TURN LEFT AND GO WESTERLY ON THE OLD ROAD BED FOR 0.05
 FD1058'MILE TO A CROSS ROAD.  CONTINUE AHEAD WESTERLY FOR ABOUT 200
 FD1058'FEET TO THE STATION MARK AND A FENCE LINE.
 FD1058'
 FD1058'THE STATION MARK IS A STANDARD DISK STAMPED WAYNE 1934, SET IN
 FD1058'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FD1058'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 FD1058'54 FEET WEST OF THE CENTER OF THE OLD ROAD BED, 28 FEET SOUTH
 FD1058'OF A FENCE AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH
 FD1058'TVA SIGN ATTACHED.
 FD1058'
 FD1058'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAYNE 1934 NO 3
 FD1058'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FD1058'INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND
 FD1058'SURFACE.  IT IS 36 FEET EAST OF THE CENTER OF THE OLD ROAD BED,
 FD1058'9 FEET SOUTH OF THE FENCE AND 2 FEET NORTH OF POWERPOLE 195
 FD1058'TVA.
 FD1058'
 FD1058'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WAYNE 1934 NO 4
 FD1058'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FD1058'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 FD1058'SURFACE.  IT IS 79 FEET SOUTHWEST OF THE METAL WITNESS POST
 FD1058'WITH TVA SIGN, 71 FEET NORTHWEST OF THE CENTER OF THE OLD ROAD
 FD1058'BED AND ABOUT 2 FEET LOWER THAN THE STATION.
 FD1058'
 FD1058'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAYNE 1934 1970,
 FD1058'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 FD1058'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1058'IS 38 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 5 FEET
 FD1058'SOUTH OF A 12-INCH OAK TREE AND 2 FEET NORTH OF A METAL WITNESS
 FD1058'POST WITH SIGN ATTACHED.
 FD1058'
 FD1058'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1058'
 FD1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FD1058'5 MILES NORTHEAST OF WAYNESBORO.
 FD1058
 FD1058                          STATION RECOVERY (1970)
 FD1058
 FD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FD1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1296 ***********************************************************************
 FD1296  DESIGNATION -  WAYNE AZ MK
 FD1296  PID         -  FD1296
 FD1296  STATE/COUNTY-  TN/WAYNE
 FD1296  USGS QUAD   -  TOPSY (1968)
 FD1296
 FD1296                         *CURRENT SURVEY CONTROL
 FD1296  ___________________________________________________________________
 FD1296* NAD 83(1986)-  35 22 35.     (N)    087 42 24.     (W)     SCALED    
 FD1296* NAVD 88     -       286.551  (meters)     940.13   (feet)  ADJUSTED  
 FD1296  ___________________________________________________________________
 FD1296  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD1296  DYNAMIC HT  -         286.281 (meters)     939.24  (feet)  COMP
 FD1296  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 FD1296
 FD1296  VERT ORDER  -  SECOND    CLASS 0
 FD1296
 FD1296.The horizontal coordinates were scaled from a topographic map and have
 FD1296.an estimated accuracy of +/- 6 seconds.
 FD1296
 FD1296.The orthometric height was determined by differential leveling
 FD1296.and adjusted by the National Geodetic Survey in June 1991..
 FD1296
 FD1296.The geoid height was determined by GEOID03.
 FD1296
 FD1296.The dynamic height is computed by dividing the NAVD 88
 FD1296.geopotential number by the normal gravity value computed on the
 FD1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1296.degrees latitude (g = 980.6199 gals.).
 FD1296
 FD1296.The modeled gravity was interpolated from observed gravity values.
 FD1296
 FD1296;                    North         East    Units  Estimated Accuracy
 FD1296;SPC TN       -   117,080.      444,930.      MT  (+/- 180 meters Scaled)
 FD1296
 FD1296                          SUPERSEDED SURVEY CONTROL
 FD1296
 FD1296  NGVD 29 (??/??/92)  286.520  (m)          940.02   (f) ADJ UNCH    2 0
 FD1296
 FD1296.Superseded values are not recommended for survey control.
 FD1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1296.See file dsdata.txt to determine how the superseded data were derived.
 FD1296
 FD1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358150(NAD 83)
 FD1296_MARK LOGO: CGS   
 FD1296
 FD1296  HISTORY     - Date     Condition        Report By
 FD1296  HISTORY     - 1934     MONUMENTED       CGS
 FD1296
 FD1296                          STATION DESCRIPTION
 FD1296
 FD1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1296'AZIMUTH MARK WAYNE-ABOUT 4 MILES E ALONG U S HIGHWAY 64 FROM
 FD1296'WAYNESBORO, WAYNE COUNTY, THENCE ABOUT 3 MILES N ALONG STATE HIGHWAY
 FD1296'48, ABOUT 60 YARDS N OF AN S-CURVE SIGN ON THE E SIDE OF THE HIGHWAY,
 FD1296'AND ABOUT 8 YARDS E OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 FD1296'REFERENCE-MARK DISK, STAMPED--WAYNE AZIMUTH 1934-- AND SET IN THE
 FD1296'TOP OF A CONCRETE POST.  (286.553 METERS OR 940.133 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1059 ***********************************************************************
 FD1059  DESIGNATION -  WAYNE RM 2
 FD1059  PID         -  FD1059
 FD1059  STATE/COUNTY-  TN/WAYNE
 FD1059  USGS QUAD   -  TOPSY (1968)
 FD1059
 FD1059                         *CURRENT SURVEY CONTROL
 FD1059  ___________________________________________________________________
 FD1059* NAD 83(1986)-  35 22 43.     (N)    087 42 29.     (W)     SCALED    
 FD1059* NAVD 88     -       291.540  (meters)     956.49   (feet)  ADJUSTED  
 FD1059  ___________________________________________________________________
 FD1059  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD1059  DYNAMIC HT  -         291.266 (meters)     955.60  (feet)  COMP
 FD1059  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FD1059
 FD1059  VERT ORDER  -  SECOND    CLASS 0
 FD1059
 FD1059.The horizontal coordinates were scaled from a topographic map and have
 FD1059.an estimated accuracy of +/- 6 seconds.
 FD1059
 FD1059.The orthometric height was determined by differential leveling
 FD1059.and adjusted by the National Geodetic Survey in June 1991..
 FD1059
 FD1059.The geoid height was determined by GEOID03.
 FD1059
 FD1059.The dynamic height is computed by dividing the NAVD 88
 FD1059.geopotential number by the normal gravity value computed on the
 FD1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1059.degrees latitude (g = 980.6199 gals.).
 FD1059
 FD1059.The modeled gravity was interpolated from observed gravity values.
 FD1059
 FD1059;                    North         East    Units  Estimated Accuracy
 FD1059;SPC TN       -   117,330.      444,810.      MT  (+/- 180 meters Scaled)
 FD1059
 FD1059                          SUPERSEDED SURVEY CONTROL
 FD1059
 FD1059  NGVD 29 (??/??/92)  291.509  (m)          956.39   (f) ADJ UNCH    2 0
 FD1059
 FD1059.Superseded values are not recommended for survey control.
 FD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1059.See file dsdata.txt to determine how the superseded data were derived.
 FD1059
 FD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE356152(NAD 83)
 FD1059_MARKER: DR = REFERENCE MARK DISK
 FD1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1059_STAMPING: WAYNE NO 2 1934
 FD1059_MARK LOGO: CGS   
 FD1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1059+STABILITY: SURFACE MOTION
 FD1059
 FD1059  HISTORY     - Date     Condition        Report By
 FD1059  HISTORY     - 1934     MONUMENTED       CGS
 FD1059  HISTORY     - 1970     MARK NOT FOUND   NGS
 FD1059
 FD1059                          STATION DESCRIPTION
 FD1059
 FD1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1059'NEAR WAYNESBORO.
 FD1059'90 FEET SOUTH OF TRIANGULATION STATION WAYNE DESCRIBED
 FD1059'ABOVE, AND 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 FD1059'STANDARD REFERENCE-MARK DISK, STAMPED WAYNE NO 2 1934 AND SET
 FD1059'IN THE TOP OF A CONCRETE POST.
 FD1059
 FD1059                          STATION RECOVERY (1970)
 FD1059
 FD1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FD1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1582 ***********************************************************************
 FD1582  DESIGNATION -  WAYNE RM A
 FD1582  PID         -  FD1582
 FD1582  STATE/COUNTY-  TN/WAYNE
 FD1582  USGS QUAD   -  TOPSY (1968)
 FD1582
 FD1582                         *CURRENT SURVEY CONTROL
 FD1582  ___________________________________________________________________
 FD1582* NAD 83(1995)-  35 22 44.39880(N)    087 42 29.89319(W)     ADJUSTED  
 FD1582* NAVD 88     -       291.84   (+/-2cm)     957.5    (feet)  VERTCON   
 FD1582  ___________________________________________________________________
 FD1582  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FD1582  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD1582
 FD1582  HORZ ORDER  -  FIRST
 FD1582  VERT ORDER  -  THIRD ? (See Below)
 FD1582
 FD1582.The horizontal coordinates were established by classical geodetic methods
 FD1582.and adjusted by the National Geodetic Survey in April 1999..
 FD1582
 FD1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1582.The vertical order pertains to the NGVD 29 superseded value.
 FD1582
 FD1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1582
 FD1582.The geoid height was determined by GEOID03.
 FD1582
 FD1582;                    North         East     Units Scale Factor Converg.
 FD1582;SPC TN       -   117,371.118   444,785.582   MT  0.99997974   -1 00 00.4
 FD1582;SPC TN       -   385,075.08  1,459,267.36   sFT  0.99997974   -1 00 00.4
 FD1582;UTM  16      - 3,915,304.250   435,665.008   MT  0.99965101   -0 24 36.4
 FD1582
 FD1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1582!SPC TN       -   0.99995858  x   0.99997974  =   0.99993832
 FD1582!UTM  16      -   0.99995858  x   0.99965101  =   0.99960961
 FD1582
 FD1582:                Primary Azimuth Mark                     Grid Az
 FD1582:SPC TN       -  HURST                                    043 05 14.4
 FD1582:UTM  16      -  HURST                                    042 29 50.4
 FD1582
 FD1582|---------------------------------------------------------------------|
 FD1582| PID    Reference Object                     Distance      Geod. Az  |
 FD1582|                                                           dddmmss.s |
 FD1582| FD1265 HURST                               APPROX.23.9 KM 0420514.0 |
 FD1582| FD1058 WAYNE                                27.060 METERS 16405     |
 FD1582| FD1579 WAYNESBORO ATT MW KYN               APPROX. 6.6 KM 1712134.2 |
 FD1582|---------------------------------------------------------------------|
 FD1582
 FD1582                          SUPERSEDED SURVEY CONTROL
 FD1582
 FD1582  NAD 83(1995)-  35 22 44.40349(N)    087 42 29.89424(W) AD(       ) 1
 FD1582  NAD 83(1995)-  35 22 44.40348(N)    087 42 29.89423(W) AD(       ) 1
 FD1582  NAD 83(1986)-  35 22 44.40848(N)    087 42 29.89303(W) AD(       ) 1
 FD1582  NAD 27      -  35 22 44.13041(N)    087 42 29.80495(W) AD(       ) 1
 FD1582  NGVD 29 (07/19/86)  291.81   (m)          957.4    (f) LEVELING    3  
 FD1582
 FD1582.Superseded values are not recommended for survey control.
 FD1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1582.See file dsdata.txt to determine how the superseded data were derived.
 FD1582
 FD1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3566515304(NAD 83)
 FD1582_MARKER: DS = TRIANGULATION STATION DISK
 FD1582_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FD1582_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FD1582_MARK LOGO: CGS   
 FD1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1582
 FD1582  HISTORY     - Date     Condition        Report By
 FD1582  HISTORY     - 1970     MONUMENTED       CGS
 FD1582
 FD1582                          STATION DESCRIPTION
 FD1582
 FD1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1582'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF HOHENWALD,
 FD1582'5 MILES NORTHEAST OF WAYNESBORO, 3-1/2 MILES NORTH OF U.S. HIGHWAY
 FD1582'64 AND ON PROPERTY OWNED BY THE TENNESSEE RIVER PULP AND PAPER
 FD1582'COMPANY, BOX, 33, COUNCE, TENNESSEE.
 FD1582'
 FD1582'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 FD1582'DISK STAMPED WAYNE RM A 1970, SET IN THE TOP OF AN IRREGULAR
 FD1582'MASS OF CONCRETE WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT
 FD1582'IS 66 FEET SOUTH OF A 14-INCH OAK TREE, 56 FEET NORTH OF AN
 FD1582'EAST-WEST FENCE AND 18.5 FEET EAST OF A 10-INCH OAK TREE.
 FD1582'
 FD1582'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1579 ***********************************************************************
 FD1579  DESIGNATION -  WAYNESBORO ATT MW KYN
 FD1579  PID         -  FD1579
 FD1579  STATE/COUNTY-  TN/WAYNE
 FD1579  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1579
 FD1579                         *CURRENT SURVEY CONTROL
 FD1579  ___________________________________________________________________
 FD1579* NAD 83(1995)-  35 19 11.21204(N)    087 41 50.36721(W)     ADJUSTED  
 FD1579* NAVD 88     -                                                        
 FD1579  ___________________________________________________________________
 FD1579  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FD1579  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1579
 FD1579  HORZ ORDER  -  THIRD
 FD1579
 FD1579.The horizontal coordinates were established by classical geodetic methods
 FD1579.and adjusted by the National Geodetic Survey in April 1999..
 FD1579
 FD1579
 FD1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1579
 FD1579.The geoid height was determined by GEOID03.
 FD1579
 FD1579;                    North         East     Units Scale Factor Converg.
 FD1579;SPC TN       -   110,784.735   445,669.123   MT  0.99998842   -0 59 37.3
 FD1579;SPC TN       -   363,466.25  1,462,166.11   sFT  0.99998842   -0 59 37.3
 FD1579;UTM  16      - 3,908,729.513   436,616.035   MT  0.99964951   -0 24 11.4
 FD1579
 FD1579                          SUPERSEDED SURVEY CONTROL
 FD1579
 FD1579  NAD 83(1995)-  35 19 11.21670(N)    087 41 50.36829(W) AD(       ) 4
 FD1579  NAD 83(1995)-  35 19 11.21667(N)    087 41 50.36829(W) AD(       ) 4
 FD1579  NAD 83(1995)-  35 19 11.21742(N)    087 41 50.36859(W) AD(       ) 4
 FD1579  NAD 83(1986)-  35 19 11.22216(N)    087 41 50.36674(W) AD(       ) 4
 FD1579  NAD 27      -  35 19 10.93948(N)    087 41 50.28037(W) AD(       ) 3
 FD1579
 FD1579.Superseded values are not recommended for survey control.
 FD1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1579.See file dsdata.txt to determine how the superseded data were derived.
 FD1579
 FD1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3661608730(NAD 83)
 FD1579_MARKER: 45 = MICROWAVE TOWER
 FD1579
 FD1579  HISTORY     - Date     Condition        Report By
 FD1579  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1579
 FD1579                          STATION DESCRIPTION
 FD1579
 FD1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1579'THE STATION IS THE RED LIGHT ATOP THE WAYNESBORO, AMERICAN
 FD1579'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER THAT IS LOCATED
 FD1579'ABOUT 3 MILES EAST OF WAYNESBORO AND 1 MILE EAST OF U.S. HIGHWAY
 FD1579'64.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED IN
 FD1579'ALTERNATE BANDS OF RED AND WHITE WITH A FAN SHAPED ANTENNA
 FD1579'LOCATED ON EACH OF THE FOUR CORNERS NEAR THE TOP.  IT IS 213
 FD1579'FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0087 ***********************************************************************
 FD0087  DESIGNATION -  WAYSIDE
 FD0087  PID         -  FD0087
 FD0087  STATE/COUNTY-  TN/RUTHERFORD
 FD0087  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0087
 FD0087                         *CURRENT SURVEY CONTROL
 FD0087  ___________________________________________________________________
 FD0087* NAD 83(1995)-  35 43 16.02371(N)    086 19 14.76244(W)     ADJUSTED  
 FD0087* NAVD 88     -       208.376  (meters)     683.65   (feet)  ADJUSTED  
 FD0087  ___________________________________________________________________
 FD0087  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 FD0087  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0087  DYNAMIC HT  -         208.188 (meters)     683.03  (feet)  COMP
 FD0087  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 FD0087
 FD0087  HORZ ORDER  -  SECOND
 FD0087  VERT ORDER  -  SECOND    CLASS 0
 FD0087
 FD0087.The horizontal coordinates were established by classical geodetic methods
 FD0087.and adjusted by the National Geodetic Survey in April 1999..
 FD0087
 FD0087.The orthometric height was determined by differential leveling
 FD0087.and adjusted by the National Geodetic Survey in June 1991..
 FD0087
 FD0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0087
 FD0087.The geoid height was determined by GEOID03.
 FD0087
 FD0087.The dynamic height is computed by dividing the NAVD 88
 FD0087.geopotential number by the normal gravity value computed on the
 FD0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0087.degrees latitude (g = 980.6199 gals.).
 FD0087
 FD0087.The modeled gravity was interpolated from observed gravity values.
 FD0087
 FD0087;                    North         East     Units Scale Factor Converg.
 FD0087;SPC TN       -   154,020.785   570,978.442   MT  0.99995033   -0 11 16.0
 FD0087;SPC TN       -   505,316.53  1,873,285.11   sFT  0.99995033   -0 11 16.0
 FD0087;UTM  16      - 3,953,229.654   561,432.897   MT  0.99964650   +0 23 47.7
 FD0087
 FD0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0087!SPC TN       -   0.99997179  x   0.99995033  =   0.99992212
 FD0087!UTM  16      -   0.99997179  x   0.99964650  =   0.99961830
 FD0087
 FD0087:                Primary Azimuth Mark                     Grid Az
 FD0087:SPC TN       -  WAYSIDE AZ MK                            255 38 22.8
 FD0087:UTM  16      -  WAYSIDE AZ MK                            255 03 19.1
 FD0087
 FD0087|---------------------------------------------------------------------|
 FD0087| PID    Reference Object                     Distance      Geod. Az  |
 FD0087|                                                           dddmmss.s |
 FD0087| CG7758 WAYSIDE AZ MK                                      2552706.8 |
 FD0087| FD0089 WAYSIDE RM 2                         24.667 METERS 27050     |
 FD0087| FD0088 WAYSIDE RM 1                         23.631 METERS 35859     |
 FD0087|---------------------------------------------------------------------|
 FD0087
 FD0087                          SUPERSEDED SURVEY CONTROL
 FD0087
 FD0087  NAD 83(1995)-  35 43 16.03015(N)    086 19 14.76378(W) AD(       ) 2
 FD0087  NAD 83(1986)-  35 43 16.03487(N)    086 19 14.76156(W) AD(       ) 2
 FD0087  NAD 27      -  35 43 15.78160(N)    086 19 14.79030(W) AD(       ) 2
 FD0087  NGVD 29 (??/??/92)  208.382  (m)          683.67   (f) ADJ UNCH    2 0
 FD0087
 FD0087.Superseded values are not recommended for survey control.
 FD0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0087.See file dsdata.txt to determine how the superseded data were derived.
 FD0087
 FD0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6143353230(NAD 83)
 FD0087_MARKER: DE = TRAVERSE STATION DISK
 FD0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0087_STAMPING: WAYSIDE 1960
 FD0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0087+STABILITY: SURFACE MOTION
 FD0087
 FD0087  HISTORY     - Date     Condition        Report By
 FD0087  HISTORY     - 1960     MONUMENTED       CGS
 FD0087  HISTORY     - 1960     GOOD             CGS
 FD0087
 FD0087                          STATION DESCRIPTION
 FD0087
 FD0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0087'THE STATION IS LOCATED ON THE PROPERTY OF MR JIM SMITH, ABOUT 9.5
 FD0087'MILES SOUTHEAST OF
 FD0087'MURFREESBORO, 8 MILES NORTHWEST OF BEECH GROVE AND AT
 FD0087'THE NORTHEAST CORNER OF A
 FD0087'CULTIVATED FIELD WHICH JOINS A SMALL
 FD0087'CEMETERY.
 FD0087'
 FD0087'TO REACH THE STATION FROM THE COURT HOUSE IN MURFREESBORO, GO WEST,
 FD0087'ON WEST MAIN STREET FOR
 FD0087'0.15 MILE TO U S HIGHWAYS 70S AND 41.  TURN LEFT, ON
 FD0087'U S HIGHWAYS 70S AND 41 AND GO 0.9
 FD0087'MILE TO THE JUNCTION OF U S
 FD0087'HIGHWAYS 70S AND 41.  KEEP RIGHT, SOUTHEAST, ON U S
 FD0087'HIGHWAY 41 FOR
 FD0087'7.0 MILES TO A CROSSROAD AT PORTERFIELDS GROCERY AND SERVICE STATION,
 FD0087'CONTINUE
 FD0087'SOUTHEAST, ON U S HIGHWAY 41 FOR 1.3 MILES TO A SIDE ROAD
 FD0087'RIGHT.  TURN RIGHT, ON A
 FD0087'HARD SURFACE AND GO SOUTHERLY FOR 0.6 MILE
 FD0087'TO A CEMETERY ON THE RIGHT AND STATION.
 FD0087'
 FD0087'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH, ON A HARD
 FD0087'SURFACE ROAD FOR 0.05
 FD0087'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST, AND GO 0.3
 FD0087'MILE TO THE AZIMUTH MARK ON
 FD0087'THE RIGHT.
 FD0087'
 FD0087'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED WAYSIDE 1960,
 FD0087'SET IN A CONCRETE
 FD0087'MONUMENT, AND SET FLUSH.  IT IS 30 FEET WEST OF THE CENTER
 FD0087'OF A HARD SURFACE ROAD, 14
 FD0087'FEET SOUTHWEST OF A FENCE CORNER POST, 8.4
 FD0087'FEET SOUTH OF A WITNESS SIGN, AND 8 FEET
 FD0087'SOUTH OF A WIRE FENCE.
 FD0087'
 FD0087'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED WAYSIDE NO 1 1960,
 FD0087'SET IN A CONCRETE
 FD0087'MONUMENT, AND SET FLUSH.  IT IS 23 FEET WEST OF THE CENTER
 FD0087'OF A HARD SURFACE ROAD, 10
 FD0087'FEET WEST OF A T-FENCE CORNER POST, AND
 FD0087'SET JUST SOUTH OF A WIRE FENCE.
 FD0087'
 FD0087'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED WAYSIDE NO 2 1960, SET
 FD0087'IN A CONCRETE MONUMENT,
 FD0087'AND SET FLUSH.  IT IS SET JUST SOUTH OF AN
 FD0087'EAST-WEST FENCE.
 FD0087'
 FD0087'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0087'110.4 FEET.
 FD0087'
 FD0087'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WAYSIDE 1960, SET IN A
 FD0087'CONCRETE MONUMENT, AND
 FD0087'SET FLUSH.  IT IS 18 FEET NORTH OF THE CENTER OF A HARD
 FD0087'SURFACE ROAD, 2 FEET EAST OF A
 FD0087'T-FENCE CORNER POST, 1.9 FEET EAST OF
 FD0087'A WITNESS SIGN, AND SET JUST NORTH OF A FENCE.
 FD0087'
 FD0087'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 FD0087
 FD0087                          STATION RECOVERY (1960)
 FD0087
 FD0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0087'8.8 MI NW FROM BEECH GROVE.
 FD0087'FROM THE POST OFFICE IN BEECH GROVE, GO 6.45 MILES NORTHWEST
 FD0087'ON U.S. HIGHWAY 41, THEN 1.0 MILE WEST ON A GRAVELED ROAD, THEN
 FD0087'0.8 MILE NORTH AND WEST ON A GRAVELED ROAD, THEN 0.5 MILE
 FD0087'NORTH ON A PAVED ROAD TO A CEMETARY ON THE LEFT AND THE STATION.
 FD0087'THE STATION MARK IS ABOUT 0.05 MILES NORTH OF A T JUNCTION,
 FD0087'30 FT. WEST OF THE CENTER OF THE PAVED ROAD, 14 FT. SOUTHWEST
 FD0087'OF A FENCE CORNER POST, 8.4 FT. SOUTH OF A WITNESS SIGN, AND
 FD0087'8 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0087'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0088 ***********************************************************************
 FD0088  DESIGNATION -  WAYSIDE RM 1
 FD0088  PID         -  FD0088
 FD0088  STATE/COUNTY-  TN/RUTHERFORD
 FD0088  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0088
 FD0088                         *CURRENT SURVEY CONTROL
 FD0088  ___________________________________________________________________
 FD0088* NAD 83(1986)-  35 43 15.     (N)    086 19 14.     (W)     SCALED    
 FD0088* NAVD 88     -       208.310  (meters)     683.43   (feet)  ADJUSTED  
 FD0088  ___________________________________________________________________
 FD0088  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0088  DYNAMIC HT  -         208.122 (meters)     682.81  (feet)  COMP
 FD0088  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 FD0088
 FD0088  VERT ORDER  -  SECOND    CLASS 0
 FD0088
 FD0088.The horizontal coordinates were scaled from a topographic map and have
 FD0088.an estimated accuracy of +/- 6 seconds.
 FD0088
 FD0088.The orthometric height was determined by differential leveling
 FD0088.and adjusted by the National Geodetic Survey in June 1991..
 FD0088
 FD0088.The geoid height was determined by GEOID03.
 FD0088
 FD0088.The dynamic height is computed by dividing the NAVD 88
 FD0088.geopotential number by the normal gravity value computed on the
 FD0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0088.degrees latitude (g = 980.6199 gals.).
 FD0088
 FD0088.The modeled gravity was interpolated from observed gravity values.
 FD0088
 FD0088;                    North         East    Units  Estimated Accuracy
 FD0088;SPC TN       -   153,990.      571,000.      MT  (+/- 180 meters Scaled)
 FD0088
 FD0088                          SUPERSEDED SURVEY CONTROL
 FD0088
 FD0088  NGVD 29 (??/??/92)  208.315  (m)          683.45   (f) ADJ UNCH    2 0
 FD0088
 FD0088.Superseded values are not recommended for survey control.
 FD0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0088.See file dsdata.txt to determine how the superseded data were derived.
 FD0088
 FD0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE614531(NAD 83)
 FD0088_MARKER: DR = REFERENCE MARK DISK
 FD0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0088_STAMPING: WAYSIDE NO 1 1960
 FD0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0088+STABILITY: SURFACE MOTION
 FD0088
 FD0088  HISTORY     - Date     Condition        Report By
 FD0088  HISTORY     - 1960     MONUMENTED       CGS
 FD0088
 FD0088                          STATION DESCRIPTION
 FD0088
 FD0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0088'8.8 MI NW FROM BEECH GROVE.
 FD0088'THIS MARK IS LOCATED AT THE WAYSIDE 1960 STATION SITE, 77.5
 FD0088'FT. NORTH OF THE STATION MARK, 23 FT. WEST OF THE CENTER OF THE
 FD0088'PAVED ROAD, 10 FT. WEST OF A T-FENCE CORNER POST, AND SET JUST
 FD0088'SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0088'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0089 ***********************************************************************
 FD0089  DESIGNATION -  WAYSIDE RM 2
 FD0089  PID         -  FD0089
 FD0089  STATE/COUNTY-  TN/RUTHERFORD
 FD0089  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0089
 FD0089                         *CURRENT SURVEY CONTROL
 FD0089  ___________________________________________________________________
 FD0089* NAD 83(1986)-  35 43 15.     (N)    086 19 14.     (W)     SCALED    
 FD0089* NAVD 88     -       208.634  (meters)     684.49   (feet)  ADJUSTED  
 FD0089  ___________________________________________________________________
 FD0089  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0089  DYNAMIC HT  -         208.446 (meters)     683.88  (feet)  COMP
 FD0089  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 FD0089
 FD0089  VERT ORDER  -  SECOND    CLASS 0
 FD0089
 FD0089.The horizontal coordinates were scaled from a topographic map and have
 FD0089.an estimated accuracy of +/- 6 seconds.
 FD0089
 FD0089.The orthometric height was determined by differential leveling
 FD0089.and adjusted by the National Geodetic Survey in June 1991..
 FD0089
 FD0089.The geoid height was determined by GEOID03.
 FD0089
 FD0089.The dynamic height is computed by dividing the NAVD 88
 FD0089.geopotential number by the normal gravity value computed on the
 FD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0089.degrees latitude (g = 980.6199 gals.).
 FD0089
 FD0089.The modeled gravity was interpolated from observed gravity values.
 FD0089
 FD0089;                    North         East    Units  Estimated Accuracy
 FD0089;SPC TN       -   153,990.      571,000.      MT  (+/- 180 meters Scaled)
 FD0089
 FD0089                          SUPERSEDED SURVEY CONTROL
 FD0089
 FD0089  NGVD 29 (??/??/92)  208.640  (m)          684.51   (f) ADJ UNCH    2 0
 FD0089
 FD0089.Superseded values are not recommended for survey control.
 FD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0089.See file dsdata.txt to determine how the superseded data were derived.
 FD0089
 FD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE614531(NAD 83)
 FD0089_MARKER: DR = REFERENCE MARK DISK
 FD0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0089_STAMPING: WAYSIDE NO 2 1960
 FD0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0089+STABILITY: SURFACE MOTION
 FD0089
 FD0089  HISTORY     - Date     Condition        Report By
 FD0089  HISTORY     - 1960     MONUMENTED       CGS
 FD0089
 FD0089                          STATION DESCRIPTION
 FD0089
 FD0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0089'8.8 MI NW FROM BEECH GROVE.
 FD0089'THIS MARK IS LOCATED AT THE WAYSIDE 1960 STATION SITE, 81 FT.
 FD0089'WEST OF THE STATION MARK, 110 FT. SOUTHWEST OF R.M. 1, AND JUST
 FD0089'SOUTH OF AN EAST-WEST FENCE LINE.  THE DISK IS SET IN TOP OF A
 FD0089'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0207 ***********************************************************************
 GD0207  DESIGNATION -  WD 162
 GD0207  PID         -  GD0207
 GD0207  STATE/COUNTY-  TN/HENRY
 GD0207  USGS QUAD   -  PARIS LANDING (1981)
 GD0207
 GD0207                         *CURRENT SURVEY CONTROL
 GD0207  ___________________________________________________________________
 GD0207* NAD 83(1986)-  36 26 33.     (N)    088 04 00.     (W)     SCALED    
 GD0207* NAVD 88     -       117.230  (meters)     384.61   (feet)  ADJUSTED  
 GD0207  ___________________________________________________________________
 GD0207  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GD0207  DYNAMIC HT  -         117.134 (meters)     384.30  (feet)  COMP
 GD0207  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GD0207
 GD0207  VERT ORDER  -  FIRST     CLASS II
 GD0207
 GD0207.The horizontal coordinates were scaled from a topographic map and have
 GD0207.an estimated accuracy of +/- 6 seconds.
 GD0207
 GD0207.The orthometric height was determined by differential leveling
 GD0207.and adjusted by the National Geodetic Survey in June 1991..
 GD0207
 GD0207.The geoid height was determined by GEOID03.
 GD0207
 GD0207.The dynamic height is computed by dividing the NAVD 88
 GD0207.geopotential number by the normal gravity value computed on the
 GD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0207.degrees latitude (g = 980.6199 gals.).
 GD0207
 GD0207.The modeled gravity was interpolated from observed gravity values.
 GD0207
 GD0207;                    North         East    Units  Estimated Accuracy
 GD0207;SPC TN       -   235,970.      414,720.      MT  (+/- 180 meters Scaled)
 GD0207
 GD0207                          SUPERSEDED SURVEY CONTROL
 GD0207
 GD0207  NGVD 29 (??/??/??)  117.274  (m)          384.76   (f) ADJUSTED    1 2
 GD0207
 GD0207.Superseded values are not recommended for survey control.
 GD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0207.See file dsdata.txt to determine how the superseded data were derived.
 GD0207
 GD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF044335(NAD 83)
 GD0207_MARKER: DD = SURVEY DISK
 GD0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0207_SP_SET: BRIDGE
 GD0207_STAMPING: WD 162 1945
 GD0207_MARK LOGO: TVA   
 GD0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0207
 GD0207  HISTORY     - Date     Condition        Report By
 GD0207  HISTORY     - 1945     MONUMENTED       TVA
 GD0207  HISTORY     - 1947     GOOD             CGS
 GD0207  HISTORY     - 1971     GOOD             NGS
 GD0207
 GD0207                          STATION DESCRIPTION
 GD0207
 GD0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0207'18.1 MI NE FROM PARIS.
 GD0207'IN HENRY COUNTY, ABOUT 18.1 MILES NORTHEAST ALONG U.S. HIGHWAY 79
 GD0207'FROM THE COUNTY COURTHOUSE AT PARIS, ABOUT 15.3 MILES WEST OF THE
 GD0207'COURTHOUSE AT DOVER, STEWART COUNTY, AT THE SOUTHWEST END OF
 GD0207'THE SCOTT-FITZHUGH BRIDGE OVER TENNESSEE RIVER, IN THE TOP OF THE
 GD0207'SOUTHEAST CONCRETE HUB GUARD, 36 FEET NORTHEAST OF THE SOUTHWEST
 GD0207'END, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.3
 GD0207'FOOT NORTHWEST OF THE CONCRETE BRIDGE RAILING, AND ABOUT 1/2 FOOT
 GD0207'HIGHER THAN THE BRIDGE FLOOR.
 GD0207
 GD0207                          STATION RECOVERY (1971)
 GD0207
 GD0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1650 ***********************************************************************
 GC1650  DESIGNATION -  WD 193
 GC1650  PID         -  GC1650
 GC1650  STATE/COUNTY-  TN/HOUSTON
 GC1650  USGS QUAD   -  MC KINNON (1973)
 GC1650
 GC1650                         *CURRENT SURVEY CONTROL
 GC1650  ___________________________________________________________________
 GC1650* NAD 83(1986)-  36 18 53.     (N)    087 55 05.     (W)     SCALED    
 GC1650* NAVD 88     -       116.287  (meters)     381.52   (feet)  ADJUSTED  
 GC1650  ___________________________________________________________________
 GC1650  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1650  DYNAMIC HT  -         116.191 (meters)     381.20  (feet)  COMP
 GC1650  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GC1650
 GC1650  VERT ORDER  -  FIRST     CLASS II
 GC1650
 GC1650.The horizontal coordinates were scaled from a topographic map and have
 GC1650.an estimated accuracy of +/- 6 seconds.
 GC1650
 GC1650.The orthometric height was determined by differential leveling
 GC1650.and adjusted by the National Geodetic Survey in June 1991..
 GC1650
 GC1650.The geoid height was determined by GEOID03.
 GC1650
 GC1650.The dynamic height is computed by dividing the NAVD 88
 GC1650.geopotential number by the normal gravity value computed on the
 GC1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1650.degrees latitude (g = 980.6199 gals.).
 GC1650
 GC1650.The modeled gravity was interpolated from observed gravity values.
 GC1650
 GC1650;                    North         East    Units  Estimated Accuracy
 GC1650;SPC TN       -   221,520.      427,770.      MT  (+/- 180 meters Scaled)
 GC1650
 GC1650                          SUPERSEDED SURVEY CONTROL
 GC1650
 GC1650  NGVD 29 (??/??/92)  116.323  (m)          381.64   (f) ADJ UNCH    1 2
 GC1650
 GC1650.Superseded values are not recommended for survey control.
 GC1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1650.See file dsdata.txt to determine how the superseded data were derived.
 GC1650
 GC1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF175192(NAD 83)
 GC1650_MARKER: DD = SURVEY DISK
 GC1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1650_SP_SET: CULVERT
 GC1650_STAMPING: WD 193 1945
 GC1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1650
 GC1650  HISTORY     - Date     Condition        Report By
 GC1650  HISTORY     - 1945     MONUMENTED       TVA
 GC1650  HISTORY     - 1947     GOOD             NGS
 GC1650  HISTORY     - 1987     GOOD             USPSQD
 GC1650
 GC1650                          STATION DESCRIPTION
 GC1650
 GC1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1650'0.7 MI W FROM MC KINNON.
 GC1650'0.7 MILE WEST ALONG THE DANVILLE-STEWART ROAD FROM THE METHODIST
 GC1650'CHURCH AT MC KINNON, ABOUT 100 YARDS EAST OF A GREEN ROOFED
 GC1650'FARMHOUSE NORTH OF THE ROAD, OPPOSITE A 4-FOOT TWIN CONCRETE
 GC1650'PIPE CULVERT UNDER THE LOUISVILLE AND NASHVILLE RAILROAD TRACK,
 GC1650'AT A 12-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, IN THE CENTER OF
 GC1650'THE TOP OF THE NORTH CONCRETE HEAD WALL, 18 FEET NORTH OF THE
 GC1650'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GC1650
 GC1650                          STATION RECOVERY (1987)
 GC1650
 GC1650'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1651 ***********************************************************************
 GC1651  DESIGNATION -  WD 194
 GC1651  PID         -  GC1651
 GC1651  STATE/COUNTY-  TN/HOUSTON
 GC1651  USGS QUAD   -  MC KINNON (1973)
 GC1651
 GC1651                         *CURRENT SURVEY CONTROL
 GC1651  ___________________________________________________________________
 GC1651* NAD 83(1986)-  36 18 55.     (N)    087 54 51.     (W)     SCALED    
 GC1651* NAVD 88     -       116.917  (meters)     383.59   (feet)  ADJUSTED  
 GC1651  ___________________________________________________________________
 GC1651  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GC1651  DYNAMIC HT  -         116.821 (meters)     383.27  (feet)  COMP
 GC1651  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GC1651
 GC1651  VERT ORDER  -  FIRST     CLASS II
 GC1651
 GC1651.The horizontal coordinates were scaled from a topographic map and have
 GC1651.an estimated accuracy of +/- 6 seconds.
 GC1651
 GC1651.The orthometric height was determined by differential leveling
 GC1651.and adjusted by the National Geodetic Survey in June 1991..
 GC1651
 GC1651.The geoid height was determined by GEOID03.
 GC1651
 GC1651.The dynamic height is computed by dividing the NAVD 88
 GC1651.geopotential number by the normal gravity value computed on the
 GC1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1651.degrees latitude (g = 980.6199 gals.).
 GC1651
 GC1651.The modeled gravity was interpolated from observed gravity values.
 GC1651
 GC1651;                    North         East    Units  Estimated Accuracy
 GC1651;SPC TN       -   221,580.      428,120.      MT  (+/- 180 meters Scaled)
 GC1651
 GC1651                          SUPERSEDED SURVEY CONTROL
 GC1651
 GC1651  NGVD 29 (??/??/92)  116.953  (m)          383.70   (f) ADJ UNCH    1 2
 GC1651
 GC1651.Superseded values are not recommended for survey control.
 GC1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1651.See file dsdata.txt to determine how the superseded data were derived.
 GC1651
 GC1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF179193(NAD 83)
 GC1651_MARKER: DD = SURVEY DISK
 GC1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1651_SP_SET: CULVERT
 GC1651_STAMPING: WD 194 1945
 GC1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1651
 GC1651  HISTORY     - Date     Condition        Report By
 GC1651  HISTORY     - 1945     MONUMENTED       TVA
 GC1651  HISTORY     - 1947     GOOD             NGS
 GC1651  HISTORY     - 1987     GOOD             USPSQD
 GC1651
 GC1651                          STATION DESCRIPTION
 GC1651
 GC1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1651'0.4 MI W FROM MC KINNON.
 GC1651'0.4 MILE WEST ALONG THE DANVILLE-STEWART ROAD FROM THE METHODIST
 GC1651'CHURCH AT MC KINNON, 238 FEET NORTHEAST ACROSS THE ROAD FROM A
 GC1651'LOUISVILLE AND NASHVILLE RAILROAD WHISTLE POST, OPPOSITE A TWIN
 GC1651'4-FOOT CONCRETE PIPE CULVERT UNDER THE TRACK, AT A 12-FOOT
 GC1651'CONCRETE BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP
 GC1651'OF THE NORTH CONCRETE HEAD WALL, 18 FEET NORTH OF THE CENTER LINE
 GC1651'OF THE ROAD, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.
 GC1651
 GC1651                          STATION RECOVERY (1987)
 GC1651
 GC1651'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1600 ***********************************************************************
 GC1600  CBN         -  This is a Cooperative Base Network Control Station.
 GC1600  DESIGNATION -  WD 195
 GC1600  PID         -  GC1600
 GC1600  STATE/COUNTY-  TN/HOUSTON
 GC1600  USGS QUAD   -  MC KINNON (1973)
 GC1600
 GC1600                         *CURRENT SURVEY CONTROL
 GC1600  ___________________________________________________________________
 GC1600* NAD 83(1995)-  36 18 57.94145(N)    087 54 23.10466(W)     ADJUSTED  
 GC1600* NAVD 88     -       119.897  (meters)     393.36   (feet)  ADJUSTED  
 GC1600  ___________________________________________________________________
 GC1600  X           -     187,969.751 (meters)                     COMP
 GC1600  Y           -  -5,141,943.138 (meters)                     COMP
 GC1600  Z           -   3,756,564.461 (meters)                     COMP
 GC1600  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GC1600  ELLIP HEIGHT-          91.07  (meters)          (08/03/04) GPS OBS
 GC1600  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1600  DYNAMIC HT  -         119.798 (meters)     393.04  (feet)  COMP
 GC1600  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GC1600
 GC1600  HORZ ORDER  -  A
 GC1600  VERT ORDER  -  FIRST     CLASS II
 GC1600  ELLP ORDER  -  FOURTH    CLASS I
 GC1600
 GC1600.The horizontal coordinates were established by GPS observations
 GC1600.and adjusted by the National Geodetic Survey in August 2004..
 GC1600
 GC1600.The orthometric height was determined by differential leveling
 GC1600.and adjusted by the National Geodetic Survey in June 1991..
 GC1600
 GC1600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1600
 GC1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1600
 GC1600.The ellipsoidal height was determined by GPS observations
 GC1600.and is referenced to NAD 83.
 GC1600
 GC1600.The geoid height was determined by GEOID03.
 GC1600
 GC1600.The dynamic height is computed by dividing the NAVD 88
 GC1600.geopotential number by the normal gravity value computed on the
 GC1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1600.degrees latitude (g = 980.6199 gals.).
 GC1600
 GC1600.The modeled gravity was interpolated from observed gravity values.
 GC1600
 GC1600;                    North         East     Units Scale Factor Converg.
 GC1600;SPC TN       -   221,656.108   428,812.514   MT  0.99998371   -1 06 57.9
 GC1600;SPC TN       -   727,216.75  1,406,862.39   sFT  0.99998371   -1 06 57.9
 GC1600;UTM  16      - 4,019,390.110   418,632.936   MT  0.99968157   -0 32 12.6
 GC1600
 GC1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1600!SPC TN       -   0.99998571  x   0.99998371  =   0.99996942
 GC1600!UTM  16      -   0.99998571  x   0.99968157  =   0.99966728
 GC1600
 GC1600                          SUPERSEDED SURVEY CONTROL
 GC1600
 GC1600  NAVD 88 (08/03/04)  119.90   (m)          393.4    (f) LEVELING    3  
 GC1600  NGVD 29 (??/??/92)  119.932  (m)          393.48   (f) ADJ UNCH    1 2
 GC1600
 GC1600.Superseded values are not recommended for survey control.
 GC1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1600.See file dsdata.txt to determine how the superseded data were derived.
 GC1600
 GC1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1863319390(NAD 83)
 GC1600_MARKER: DD = SURVEY DISK
 GC1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1600_SP_SET: CULVERT
 GC1600_STAMPING: WD 195 1945
 GC1600_MARK LOGO: TVA   
 GC1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1600+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC1600
 GC1600  HISTORY     - Date     Condition        Report By
 GC1600  HISTORY     - 1945     MONUMENTED       TVA
 GC1600  HISTORY     - 1947     GOOD             NGS
 GC1600  HISTORY     - 1987     GOOD             USPSQD
 GC1600  HISTORY     - 20031010 GOOD             TNDT
 GC1600
 GC1600                          STATION DESCRIPTION
 GC1600
 GC1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1600'AT MC KINNON.
 GC1600'AT MC KINNON, 241 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GC1600'METHODIST CHURCH, IN THE NORTHEAST QUARTER OF THE CROSSROADS,
 GC1600'AT A 6-FOOT CONCRETE BOX CULVERT UNDER THE DANVILLE-STEWART
 GC1600'ROAD, IN THE TOP OF THE NORTH CONCRETE HEAD WALL, 4 FEET EAST OF
 GC1600'THE WEST END, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 GC1600'ABOUT LEVEL WITH THE ROAD.
 GC1600
 GC1600                          STATION RECOVERY (1987)
 GC1600
 GC1600'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1600'RECOVERED IN GOOD CONDITION.
 GC1600
 GC1600                          STATION RECOVERY (2003)
 GC1600
 GC1600'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC1600'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1652 ***********************************************************************
 GC1652  DESIGNATION -  WD 196
 GC1652  PID         -  GC1652
 GC1652  STATE/COUNTY-  TN/HOUSTON
 GC1652  USGS QUAD   -  MC KINNON (1973)
 GC1652
 GC1652                         *CURRENT SURVEY CONTROL
 GC1652  ___________________________________________________________________
 GC1652* NAD 83(1986)-  36 19 02.     (N)    087 53 52.     (W)     SCALED    
 GC1652* NAVD 88     -       122.278  (meters)     401.17   (feet)  ADJUSTED  
 GC1652  ___________________________________________________________________
 GC1652  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 GC1652  DYNAMIC HT  -         122.177 (meters)     400.84  (feet)  COMP
 GC1652  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GC1652
 GC1652  VERT ORDER  -  FIRST     CLASS II
 GC1652
 GC1652.The horizontal coordinates were scaled from a topographic map and have
 GC1652.an estimated accuracy of +/- 6 seconds.
 GC1652
 GC1652.The orthometric height was determined by differential leveling
 GC1652.and adjusted by the National Geodetic Survey in June 1991..
 GC1652
 GC1652.The geoid height was determined by GEOID03.
 GC1652
 GC1652.The dynamic height is computed by dividing the NAVD 88
 GC1652.geopotential number by the normal gravity value computed on the
 GC1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1652.degrees latitude (g = 980.6199 gals.).
 GC1652
 GC1652.The modeled gravity was interpolated from observed gravity values.
 GC1652
 GC1652;                    North         East    Units  Estimated Accuracy
 GC1652;SPC TN       -   221,770.      429,590.      MT  (+/- 180 meters Scaled)
 GC1652
 GC1652                          SUPERSEDED SURVEY CONTROL
 GC1652
 GC1652  NGVD 29 (??/??/92)  122.314  (m)          401.29   (f) ADJ UNCH    1 2
 GC1652
 GC1652.Superseded values are not recommended for survey control.
 GC1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1652.See file dsdata.txt to determine how the superseded data were derived.
 GC1652
 GC1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF194195(NAD 83)
 GC1652_MARKER: DD = SURVEY DISK
 GC1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1652_SP_SET: CULVERT
 GC1652_STAMPING: WD 196 1945
 GC1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1652
 GC1652  HISTORY     - Date     Condition        Report By
 GC1652  HISTORY     - 1945     MONUMENTED       TVA
 GC1652  HISTORY     - 1947     GOOD             NGS
 GC1652  HISTORY     - 1987     GOOD             USPSQD
 GC1652
 GC1652                          STATION DESCRIPTION
 GC1652
 GC1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1652'0.5 MI E FROM MC KINNON.
 GC1652'0.5 MILE EAST ALONG THE DANVILLE-STEWART ROAD FROM THE METHODIST
 GC1652'CHURCH AT MC KINNON, IN THE NORTHEAST QUARTER OF THE INTERSECTION
 GC1652'OF A DIM NORTH-AND-SOUTH ROAD, AT AN 8-FOOT CONCRETE BOX CULVERT
 GC1652'UNDER THE MAIN ROAD, IN THE CENTER OF THE TOP OF THE NORTH
 GC1652'CONCRETE HEAD WALL, 25 FEET EAST OF THE CENTER LINE OF THE DIM
 GC1652'ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, AND
 GC1652'ABOUT LEVEL WITH THE MAIN ROAD.
 GC1652
 GC1652                          STATION RECOVERY (1987)
 GC1652
 GC1652'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1603 ***********************************************************************
 GC1603  DESIGNATION -  WD 64
 GC1603  PID         -  GC1603
 GC1603  STATE/COUNTY-  TN/HOUSTON
 GC1603  USGS QUAD   -  MC KINNON (1973)
 GC1603
 GC1603                         *CURRENT SURVEY CONTROL
 GC1603  ___________________________________________________________________
 GC1603* NAD 83(1986)-  36 18 45.     (N)    087 54 26.     (W)     SCALED    
 GC1603* NAVD 88     -       115.985  (meters)     380.53   (feet)  ADJUSTED  
 GC1603  ___________________________________________________________________
 GC1603  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1603  DYNAMIC HT  -         115.889 (meters)     380.21  (feet)  COMP
 GC1603  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 GC1603
 GC1603  VERT ORDER  -  FIRST     CLASS II
 GC1603
 GC1603.The horizontal coordinates were scaled from a topographic map and have
 GC1603.an estimated accuracy of +/- 6 seconds.
 GC1603
 GC1603.The orthometric height was determined by differential leveling
 GC1603.and adjusted by the National Geodetic Survey in June 1991..
 GC1603
 GC1603.The geoid height was determined by GEOID03.
 GC1603
 GC1603.The dynamic height is computed by dividing the NAVD 88
 GC1603.geopotential number by the normal gravity value computed on the
 GC1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1603.degrees latitude (g = 980.6199 gals.).
 GC1603
 GC1603.The modeled gravity was interpolated from observed gravity values.
 GC1603
 GC1603;                    North         East    Units  Estimated Accuracy
 GC1603;SPC TN       -   221,260.      428,730.      MT  (+/- 180 meters Scaled)
 GC1603
 GC1603                          SUPERSEDED SURVEY CONTROL
 GC1603
 GC1603  NGVD 29 (??/??/92)  116.020  (m)          380.64   (f) ADJ UNCH    1 2
 GC1603
 GC1603.Superseded values are not recommended for survey control.
 GC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1603.See file dsdata.txt to determine how the superseded data were derived.
 GC1603
 GC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF185189(NAD 83)
 GC1603_MARKER: DD = SURVEY DISK
 GC1603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1603_SP_SET: BRIDGE
 GC1603_STAMPING: WD 64 1943
 GC1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1603
 GC1603  HISTORY     - Date     Condition        Report By
 GC1603  HISTORY     - 1943     MONUMENTED       TVA
 GC1603  HISTORY     - 1947     GOOD             NGS
 GC1603  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1603
 GC1603                          STATION DESCRIPTION
 GC1603
 GC1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1603'0.3 MI S FROM MC KINNON.
 GC1603'0.3 MILE SOUTH ALONG THE ROAD LEADING TO WAVERLY FROM THE
 GC1603'METHODIST CHURCH AT MC KINNON, AT THE 140-FOOT CONCRETE BRIDGE
 GC1603'OVER CANE CREEK, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 GC1603'HUB GUARD, 0.3 FOOT WEST OF THE CONCRETE RAILING, 10 FEET EAST
 GC1603'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN
 GC1603'THE BRIDGE FLOOR.
 GC1603
 GC1603                          STATION RECOVERY (1987)
 GC1603
 GC1603'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLJ)
 GC1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1601 ***********************************************************************
 GC1601  DESIGNATION -  WD 65
 GC1601  PID         -  GC1601
 GC1601  STATE/COUNTY-  TN/HOUSTON
 GC1601  USGS QUAD   -  MC KINNON (1973)
 GC1601
 GC1601                         *CURRENT SURVEY CONTROL
 GC1601  ___________________________________________________________________
 GC1601* NAD 83(1986)-  36 18 55.     (N)    087 54 24.     (W)     SCALED    
 GC1601* NAVD 88     -       117.370  (meters)     385.07   (feet)  ADJUSTED  
 GC1601  ___________________________________________________________________
 GC1601  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1601  DYNAMIC HT  -         117.273 (meters)     384.75  (feet)  COMP
 GC1601  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GC1601
 GC1601  VERT ORDER  -  FIRST     CLASS II
 GC1601
 GC1601.The horizontal coordinates were scaled from a topographic map and have
 GC1601.an estimated accuracy of +/- 6 seconds.
 GC1601
 GC1601.The orthometric height was determined by differential leveling
 GC1601.and adjusted by the National Geodetic Survey in June 1991..
 GC1601
 GC1601.The geoid height was determined by GEOID03.
 GC1601
 GC1601.The dynamic height is computed by dividing the NAVD 88
 GC1601.geopotential number by the normal gravity value computed on the
 GC1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1601.degrees latitude (g = 980.6199 gals.).
 GC1601
 GC1601.The modeled gravity was interpolated from observed gravity values.
 GC1601
 GC1601;                    North         East    Units  Estimated Accuracy
 GC1601;SPC TN       -   221,570.      428,790.      MT  (+/- 180 meters Scaled)
 GC1601
 GC1601                          SUPERSEDED SURVEY CONTROL
 GC1601
 GC1601  NGVD 29 (??/??/92)  117.405  (m)          385.19   (f) ADJ UNCH    1 2
 GC1601
 GC1601.Superseded values are not recommended for survey control.
 GC1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1601.See file dsdata.txt to determine how the superseded data were derived.
 GC1601
 GC1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF186193(NAD 83)
 GC1601_MARKER: DD = SURVEY DISK
 GC1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1601_SP_SET: CULVERT
 GC1601_STAMPING: WD 65 1943
 GC1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1601
 GC1601  HISTORY     - Date     Condition        Report By
 GC1601  HISTORY     - 1943     MONUMENTED       TVA
 GC1601  HISTORY     - 1947     GOOD             NGS
 GC1601  HISTORY     - 1987     GOOD             USPSQD
 GC1601
 GC1601                          STATION DESCRIPTION
 GC1601
 GC1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1601'AT MC KINNON.
 GC1601'AT MC KINNON, ABOUT 0.05 MILE SOUTH OF THE METHODIST CHURCH, 245
 GC1601'FEET NORTH ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE POST
 GC1601'OFFICE, AT A 12-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE
 GC1601'TOP OF THE EAST CONCRETE HEAD WALL, 16 FEET EAST OF THE CENTER
 GC1601'LINE OF THE ROAD, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.
 GC1601
 GC1601                          STATION RECOVERY (1987)
 GC1601
 GC1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1604 ***********************************************************************
 GC1604  DESIGNATION -  WD 66
 GC1604  PID         -  GC1604
 GC1604  STATE/COUNTY-  TN/HOUSTON
 GC1604  USGS QUAD   -  MC KINNON (1973)
 GC1604
 GC1604                         *CURRENT SURVEY CONTROL
 GC1604  ___________________________________________________________________
 GC1604* NAD 83(1986)-  36 18 19.     (N)    087 55 04.     (W)     SCALED    
 GC1604* NAVD 88     -       114.363  (meters)     375.21   (feet)  ADJUSTED  
 GC1604  ___________________________________________________________________
 GC1604  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1604  DYNAMIC HT  -         114.269 (meters)     374.90  (feet)  COMP
 GC1604  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 GC1604
 GC1604  VERT ORDER  -  FIRST     CLASS II
 GC1604
 GC1604.The horizontal coordinates were scaled from a topographic map and have
 GC1604.an estimated accuracy of +/- 6 seconds.
 GC1604
 GC1604.The orthometric height was determined by differential leveling
 GC1604.and adjusted by the National Geodetic Survey in June 1991..
 GC1604
 GC1604.The geoid height was determined by GEOID03.
 GC1604
 GC1604.The dynamic height is computed by dividing the NAVD 88
 GC1604.geopotential number by the normal gravity value computed on the
 GC1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1604.degrees latitude (g = 980.6199 gals.).
 GC1604
 GC1604.The modeled gravity was interpolated from observed gravity values.
 GC1604
 GC1604;                    North         East    Units  Estimated Accuracy
 GC1604;SPC TN       -   220,480.      427,770.      MT  (+/- 180 meters Scaled)
 GC1604
 GC1604                          SUPERSEDED SURVEY CONTROL
 GC1604
 GC1604  NGVD 29 (??/??/92)  114.399  (m)          375.32   (f) ADJ UNCH    1 2
 GC1604
 GC1604.Superseded values are not recommended for survey control.
 GC1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1604.See file dsdata.txt to determine how the superseded data were derived.
 GC1604
 GC1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF176182(NAD 83)
 GC1604_MARKER: DD = SURVEY DISK
 GC1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1604_SP_SET: CULVERT
 GC1604_STAMPING: WD 66 1943
 GC1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1604
 GC1604  HISTORY     - Date     Condition        Report By
 GC1604  HISTORY     - 1943     MONUMENTED       TVA
 GC1604  HISTORY     - 1947     GOOD             NGS
 GC1604  HISTORY     - 1987     GOOD             USPSQD
 GC1604
 GC1604                          STATION DESCRIPTION
 GC1604
 GC1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1604'1.1 MI S FROM MC KINNON.
 GC1604'1.1 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1604'METHODIST CHURCH AT MC KINNON, ABOUT 75 YARDS SOUTH OF A SMALL
 GC1604'YELLOW FARMHOUSE, AT A 36-FOOT TRIPLE CONCRETE BOX CULVERT, IN
 GC1604'THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL, 12 FEET
 GC1604'EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER
 GC1604'THAN THE ROAD.
 GC1604
 GC1604                          STATION RECOVERY (1987)
 GC1604
 GC1604'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1605 ***********************************************************************
 GC1605  DESIGNATION -  WD 67
 GC1605  PID         -  GC1605
 GC1605  STATE/COUNTY-  TN/HOUSTON
 GC1605  USGS QUAD   -  MC KINNON (1973)
 GC1605
 GC1605                         *CURRENT SURVEY CONTROL
 GC1605  ___________________________________________________________________
 GC1605* NAD 83(1986)-  36 17 59.     (N)    087 55 03.     (W)     SCALED    
 GC1605* NAVD 88     -       115.313  (meters)     378.32   (feet)  ADJUSTED  
 GC1605  ___________________________________________________________________
 GC1605  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1605  DYNAMIC HT  -         115.218 (meters)     378.01  (feet)  COMP
 GC1605  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GC1605
 GC1605  VERT ORDER  -  FIRST     CLASS II
 GC1605
 GC1605.The horizontal coordinates were scaled from a topographic map and have
 GC1605.an estimated accuracy of +/- 6 seconds.
 GC1605
 GC1605.The orthometric height was determined by differential leveling
 GC1605.and adjusted by the National Geodetic Survey in June 1991..
 GC1605
 GC1605.The geoid height was determined by GEOID03.
 GC1605
 GC1605.The dynamic height is computed by dividing the NAVD 88
 GC1605.geopotential number by the normal gravity value computed on the
 GC1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1605.degrees latitude (g = 980.6199 gals.).
 GC1605
 GC1605.The modeled gravity was interpolated from observed gravity values.
 GC1605
 GC1605;                    North         East    Units  Estimated Accuracy
 GC1605;SPC TN       -   219,860.      427,780.      MT  (+/- 180 meters Scaled)
 GC1605
 GC1605                          SUPERSEDED SURVEY CONTROL
 GC1605
 GC1605  NGVD 29 (??/??/92)  115.349  (m)          378.44   (f) ADJ UNCH    1 2
 GC1605
 GC1605.Superseded values are not recommended for survey control.
 GC1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1605.See file dsdata.txt to determine how the superseded data were derived.
 GC1605
 GC1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF176175(NAD 83)
 GC1605_MARKER: DD = SURVEY DISK
 GC1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1605_SP_SET: CULVERT
 GC1605_STAMPING: WD 67 1943
 GC1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1605
 GC1605  HISTORY     - Date     Condition        Report By
 GC1605  HISTORY     - 1943     MONUMENTED       TVA
 GC1605  HISTORY     - 1947     GOOD             NGS
 GC1605  HISTORY     - 1987     GOOD             USPSQD
 GC1605
 GC1605                          STATION DESCRIPTION
 GC1605
 GC1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1605'1.5 MI S FROM MC KINNON.
 GC1605'1.5 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM
 GC1605'THE METHODIST CHURCH AT MC KINNON, ABOUT 0.2 MILE NORTHEAST OF 2
 GC1605'SMALL IMITATION BRICK HOUSES SOUTH OF THE ROAD, AT A CURVE WITH
 GC1605'TANGENTS LEADING WEST AND NORTH, AT A 12-FOOT CONCRETE BOX
 GC1605'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE
 GC1605'HEAD WALL, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 GC1605'ABOUT 1 FOOT LOWER THAN THE ROAD.
 GC1605
 GC1605                          STATION RECOVERY (1987)
 GC1605
 GC1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1608 ***********************************************************************
 GC1608  DESIGNATION -  WD 68
 GC1608  PID         -  GC1608
 GC1608  STATE/COUNTY-  TN/HOUSTON
 GC1608  USGS QUAD   -  MC KINNON (1973)
 GC1608
 GC1608                         *CURRENT SURVEY CONTROL
 GC1608  ___________________________________________________________________
 GC1608* NAD 83(1986)-  36 16 23.     (N)    087 53 49.     (W)     SCALED    
 GC1608* NAVD 88     -       114.536  (meters)     375.77   (feet)  ADJUSTED  
 GC1608  ___________________________________________________________________
 GC1608  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1608  DYNAMIC HT  -         114.441 (meters)     375.46  (feet)  COMP
 GC1608  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GC1608
 GC1608  VERT ORDER  -  FIRST     CLASS II
 GC1608
 GC1608.The horizontal coordinates were scaled from a topographic map and have
 GC1608.an estimated accuracy of +/- 6 seconds.
 GC1608
 GC1608.The orthometric height was determined by differential leveling
 GC1608.and adjusted by the National Geodetic Survey in June 1991..
 GC1608
 GC1608.The geoid height was determined by GEOID03.
 GC1608
 GC1608.The dynamic height is computed by dividing the NAVD 88
 GC1608.geopotential number by the normal gravity value computed on the
 GC1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1608.degrees latitude (g = 980.6199 gals.).
 GC1608
 GC1608.The modeled gravity was interpolated from observed gravity values.
 GC1608
 GC1608;                    North         East    Units  Estimated Accuracy
 GC1608;SPC TN       -   216,870.      429,570.      MT  (+/- 180 meters Scaled)
 GC1608
 GC1608                          SUPERSEDED SURVEY CONTROL
 GC1608
 GC1608  NGVD 29 (??/??/92)  114.570  (m)          375.89   (f) ADJ UNCH    1 2
 GC1608
 GC1608.Superseded values are not recommended for survey control.
 GC1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1608.See file dsdata.txt to determine how the superseded data were derived.
 GC1608
 GC1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF194146(NAD 83)
 GC1608_MARKER: DD = SURVEY DISK
 GC1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1608_SP_SET: CULVERT
 GC1608_STAMPING: WD 68 1943
 GC1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1608
 GC1608  HISTORY     - Date     Condition        Report By
 GC1608  HISTORY     - 1943     MONUMENTED       TVA
 GC1608  HISTORY     - 1947     GOOD             NGS
 GC1608  HISTORY     - 1987     GOOD             USPSQD
 GC1608
 GC1608                          STATION DESCRIPTION
 GC1608
 GC1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1608'4.2 MI S FROM MC KINNON.
 GC1608'4.2 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM
 GC1608'THE METHODIST CHURCH AT MC KINNON, ABOUT 3/4 MILE SOUTH OF THE
 GC1608'G.C. WYATT RESIDENCE, 110 FEET WEST OF THE WEST CORNER OF THE
 GC1608'C.D. ASKEW FARMHOUSE, AT A 10-FOOT CONCRETE BOX CULVERT, IN THE
 GC1608'CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEAD WALL, 15 FEET
 GC1608'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER
 GC1608'THAN THE ROAD.
 GC1608
 GC1608                          STATION RECOVERY (1987)
 GC1608
 GC1608'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1609 ***********************************************************************
 GC1609  DESIGNATION -  WD 69
 GC1609  PID         -  GC1609
 GC1609  STATE/COUNTY-  TN/HOUSTON
 GC1609  USGS QUAD   -  MC KINNON (1973)
 GC1609
 GC1609                         *CURRENT SURVEY CONTROL
 GC1609  ___________________________________________________________________
 GC1609* NAD 83(1986)-  36 16 13.     (N)    087 53 13.     (W)     SCALED    
 GC1609* NAVD 88     -       117.378  (meters)     385.10   (feet)  ADJUSTED  
 GC1609  ___________________________________________________________________
 GC1609  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1609  DYNAMIC HT  -         117.280 (meters)     384.78  (feet)  COMP
 GC1609  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GC1609
 GC1609  VERT ORDER  -  FIRST     CLASS II
 GC1609
 GC1609.The horizontal coordinates were scaled from a topographic map and have
 GC1609.an estimated accuracy of +/- 6 seconds.
 GC1609
 GC1609.The orthometric height was determined by differential leveling
 GC1609.and adjusted by the National Geodetic Survey in June 1991..
 GC1609
 GC1609.The geoid height was determined by GEOID03.
 GC1609
 GC1609.The dynamic height is computed by dividing the NAVD 88
 GC1609.geopotential number by the normal gravity value computed on the
 GC1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1609.degrees latitude (g = 980.6199 gals.).
 GC1609
 GC1609.The modeled gravity was interpolated from observed gravity values.
 GC1609
 GC1609;                    North         East    Units  Estimated Accuracy
 GC1609;SPC TN       -   216,540.      430,460.      MT  (+/- 180 meters Scaled)
 GC1609
 GC1609                          SUPERSEDED SURVEY CONTROL
 GC1609
 GC1609  NGVD 29 (??/??/92)  117.412  (m)          385.21   (f) ADJ UNCH    1 2
 GC1609
 GC1609.Superseded values are not recommended for survey control.
 GC1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1609.See file dsdata.txt to determine how the superseded data were derived.
 GC1609
 GC1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF203142(NAD 83)
 GC1609_MARKER: DD = SURVEY DISK
 GC1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1609_SP_SET: CULVERT
 GC1609_STAMPING: WD 69 1943
 GC1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1609
 GC1609  HISTORY     - Date     Condition        Report By
 GC1609  HISTORY     - 1943     MONUMENTED       TVA
 GC1609  HISTORY     - 1947     GOOD             NGS
 GC1609  HISTORY     - 1987     GOOD             USPSQD
 GC1609
 GC1609                          STATION DESCRIPTION
 GC1609
 GC1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1609'4.9 MI S FROM MC KINNON.
 GC1609'4.9 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1609'METHODIST CHURCH AT MC KINNON, ABOUT 100 YARDS NORTHWEST OF THE
 GC1609'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, ABOUT 75 YARDS WEST
 GC1609'OF AN OLD BARN NORTHEAST OF THE ROAD, AT THE FOOT OF A LONG HILL
 GC1609'ASCENDING TO THE NORTH, AT A 12-FOOT CONCRETE BOX CULVERT, IN
 GC1609'THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEAD WALL, 11
 GC1609'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2
 GC1609'FOOT HIGHER THAN THE ROAD.
 GC1609
 GC1609                          STATION RECOVERY (1987)
 GC1609
 GC1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1610 ***********************************************************************
 GC1610  DESIGNATION -  WD 70
 GC1610  PID         -  GC1610
 GC1610  STATE/COUNTY-  TN/HOUSTON
 GC1610  USGS QUAD   -  MC KINNON (1973)
 GC1610
 GC1610                         *CURRENT SURVEY CONTROL
 GC1610  ___________________________________________________________________
 GC1610* NAD 83(1986)-  36 16 09.     (N)    087 52 42.     (W)     SCALED    
 GC1610* NAVD 88     -       120.685  (meters)     395.95   (feet)  ADJUSTED  
 GC1610  ___________________________________________________________________
 GC1610  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1610  DYNAMIC HT  -         120.585 (meters)     395.62  (feet)  COMP
 GC1610  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 GC1610
 GC1610  VERT ORDER  -  FIRST     CLASS II
 GC1610
 GC1610.The horizontal coordinates were scaled from a topographic map and have
 GC1610.an estimated accuracy of +/- 6 seconds.
 GC1610
 GC1610.The orthometric height was determined by differential leveling
 GC1610.and adjusted by the National Geodetic Survey in June 1991..
 GC1610
 GC1610.The geoid height was determined by GEOID03.
 GC1610
 GC1610.The dynamic height is computed by dividing the NAVD 88
 GC1610.geopotential number by the normal gravity value computed on the
 GC1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1610.degrees latitude (g = 980.6199 gals.).
 GC1610
 GC1610.The modeled gravity was interpolated from observed gravity values.
 GC1610
 GC1610;                    North         East    Units  Estimated Accuracy
 GC1610;SPC TN       -   216,400.      431,230.      MT  (+/- 180 meters Scaled)
 GC1610
 GC1610                          SUPERSEDED SURVEY CONTROL
 GC1610
 GC1610  NGVD 29 (??/??/92)  120.718  (m)          396.06   (f) ADJ UNCH    1 2
 GC1610
 GC1610.Superseded values are not recommended for survey control.
 GC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1610.See file dsdata.txt to determine how the superseded data were derived.
 GC1610
 GC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF211141(NAD 83)
 GC1610_MARKER: DD = SURVEY DISK
 GC1610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1610_SP_SET: CULVERT
 GC1610_STAMPING: WD 70 1943
 GC1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1610
 GC1610  HISTORY     - Date     Condition        Report By
 GC1610  HISTORY     - 1943     MONUMENTED       TVA
 GC1610  HISTORY     - 1947     GOOD             NGS
 GC1610  HISTORY     - 1987     GOOD             USPSQD
 GC1610
 GC1610                          STATION DESCRIPTION
 GC1610
 GC1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1610'5.4 MI S FROM MC KINNON.
 GC1610'5.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1610'METHODIST CHURCH AT MC KINNON, ABOUT 0.5 MILE NORTH OF THE
 GC1610'BETHLEHEM METHODIST CHURCH, 85 FEET EAST OF THE CENTER OF THE
 GC1610'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 91 FEET NORTH AND
 GC1610'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A FARMHOUSE, AT A
 GC1610'36-FOOT TRIPLE CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP
 GC1610'OF THE NORTH CONCRETE HEAD WALL, 12 FEET NORTH OF THE CENTER
 GC1610'LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 GC1610
 GC1610                          STATION RECOVERY (1987)
 GC1610
 GC1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1611 ***********************************************************************
 GC1611  DESIGNATION -  WD 71
 GC1611  PID         -  GC1611
 GC1611  STATE/COUNTY-  TN/HOUSTON
 GC1611  USGS QUAD   -  STEWART (1982)
 GC1611
 GC1611                         *CURRENT SURVEY CONTROL
 GC1611  ___________________________________________________________________
 GC1611* NAD 83(1986)-  36 15 33.     (N)    087 52 18.     (W)     SCALED    
 GC1611* NAVD 88     -       116.946  (meters)     383.68   (feet)  ADJUSTED  
 GC1611  ___________________________________________________________________
 GC1611  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1611  DYNAMIC HT  -         116.849 (meters)     383.36  (feet)  COMP
 GC1611  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GC1611
 GC1611  VERT ORDER  -  FIRST     CLASS II
 GC1611
 GC1611.The horizontal coordinates were scaled from a topographic map and have
 GC1611.an estimated accuracy of +/- 6 seconds.
 GC1611
 GC1611.The orthometric height was determined by differential leveling
 GC1611.and adjusted by the National Geodetic Survey in June 1991..
 GC1611
 GC1611.The geoid height was determined by GEOID03.
 GC1611
 GC1611.The dynamic height is computed by dividing the NAVD 88
 GC1611.geopotential number by the normal gravity value computed on the
 GC1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1611.degrees latitude (g = 980.6199 gals.).
 GC1611
 GC1611.The modeled gravity was interpolated from observed gravity values.
 GC1611
 GC1611;                    North         East    Units  Estimated Accuracy
 GC1611;SPC TN       -   215,280.      431,810.      MT  (+/- 180 meters Scaled)
 GC1611
 GC1611                          SUPERSEDED SURVEY CONTROL
 GC1611
 GC1611  NGVD 29 (??/??/92)  116.980  (m)          383.79   (f) ADJ UNCH    1 2
 GC1611
 GC1611.Superseded values are not recommended for survey control.
 GC1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1611.See file dsdata.txt to determine how the superseded data were derived.
 GC1611
 GC1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF216130(NAD 83)
 GC1611_MARKER: DD = SURVEY DISK
 GC1611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1611_SP_SET: BRIDGE
 GC1611_STAMPING: WD 71 1943
 GC1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1611
 GC1611  HISTORY     - Date     Condition        Report By
 GC1611  HISTORY     - 1943     MONUMENTED       TVA
 GC1611  HISTORY     - 1947     GOOD             NGS
 GC1611  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1611
 GC1611                          STATION DESCRIPTION
 GC1611
 GC1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1611'6.3 MI S FROM MC KINNON.
 GC1611'6.3 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1611'METHODIST CHURCH AT MC KINNON, ABOUT 2.3 MILES NORTH OF NEW HOPE
 GC1611'CHURCH, 0.4 MILE SOUTH OF THE BETHLEHEM METHODIST CHURCH, ABOUT
 GC1611'0.2 MILE NORTHEAST OF THE JUNCTION OF THE GRAVEL ROAD LEADING
 GC1611'WEST TO WHITE OAK CAMP, AT A 210-FOOT CONCRETE BRIDGE, IN THE
 GC1611'TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HUB GUARD, 10
 GC1611'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2
 GC1611'FOOT HIGHER THAN THE BRIDGE FLOOR.
 GC1611
 GC1611                          STATION RECOVERY (1987)
 GC1611
 GC1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0195 ***********************************************************************
 GD0195  DESIGNATION -  WD 73
 GD0195  PID         -  GD0195
 GD0195  STATE/COUNTY-  TN/HENRY
 GD0195  USGS QUAD   -  PARIS LANDING (1981)
 GD0195
 GD0195                         *CURRENT SURVEY CONTROL
 GD0195  ___________________________________________________________________
 GD0195* NAD 83(1986)-  36 29 46.     (N)    088 06 14.     (W)     SCALED    
 GD0195* NAVD 88     -       112.365  (meters)     368.65   (feet)  ADJUSTED  
 GD0195  ___________________________________________________________________
 GD0195  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD0195  DYNAMIC HT  -         112.274 (meters)     368.35  (feet)  COMP
 GD0195  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GD0195
 GD0195  VERT ORDER  -  FIRST     CLASS II
 GD0195
 GD0195.The horizontal coordinates were scaled from a topographic map and have
 GD0195.an estimated accuracy of +/- 6 seconds.
 GD0195
 GD0195.The orthometric height was determined by differential leveling
 GD0195.and adjusted by the National Geodetic Survey in June 1991..
 GD0195
 GD0195.The geoid height was determined by GEOID03.
 GD0195
 GD0195.The dynamic height is computed by dividing the NAVD 88
 GD0195.geopotential number by the normal gravity value computed on the
 GD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0195.degrees latitude (g = 980.6199 gals.).
 GD0195
 GD0195.The modeled gravity was interpolated from observed gravity values.
 GD0195
 GD0195;                    North         East    Units  Estimated Accuracy
 GD0195;SPC TN       -   241,990.      411,510.      MT  (+/- 180 meters Scaled)
 GD0195
 GD0195                          SUPERSEDED SURVEY CONTROL
 GD0195
 GD0195  NGVD 29 (??/??/??)  112.411  (m)          368.80   (f) ADJUSTED    1 2
 GD0195
 GD0195.Superseded values are not recommended for survey control.
 GD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0195.See file dsdata.txt to determine how the superseded data were derived.
 GD0195
 GD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF011395(NAD 83)
 GD0195_MARKER: DD = SURVEY DISK
 GD0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0195_SP_SET: CULVERT
 GD0195_STAMPING: WD 73 1943
 GD0195_MARK LOGO: TVA   
 GD0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0195
 GD0195  HISTORY     - Date     Condition        Report By
 GD0195  HISTORY     - 1943     MONUMENTED       TVA
 GD0195  HISTORY     - 1947     GOOD             CGS
 GD0195  HISTORY     - 1953     GOOD             CGS
 GD0195
 GD0195                          STATION DESCRIPTION
 GD0195
 GD0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0195'21.5 MI NE FROM PARIS.
 GD0195'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0195'COURTHOUSE AT PARIS, THENCE ABOUT 4.5 MILES NORTH ALONG STATE
 GD0195'HIGHWAY 119, ABOUT 0.15 MILE SOUTH OF THE KENTUCKY-TENNESSEE
 GD0195'STATE LINE, AT A 40-FOOT TRIPLE CONCRETE BOX CULVERT OVER
 GD0195'CYPRESS CREEK, IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 GD0195'HEAD WALL, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 GD0195'ABOUT 10 FEET LOWER THAN THE HIGHWAY.  THIS BENCH MARK MAY BE
 GD0195'REACHED FROM THE SCHOOL AT NEW CONCORD, CALLOWAY COUNTY,
 GD0195'KENTUCKY, BY GOING ABOUT 0.1 MILE SOUTH ALONG A BLACK-TOP ROAD
 GD0195'AND THENCE ABOUT 4.9 MILES SOUTHEAST ALONG KENTUCKY STATE
 GD0195'HIGHWAY 121 AND TENNESSEE STATE HIGHWAY 119.
 GD0195
 GD0195                          STATION RECOVERY (1953)
 GD0195
 GD0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0196 ***********************************************************************
 GD0196  DESIGNATION -  WD 75
 GD0196  PID         -  GD0196
 GD0196  STATE/COUNTY-  TN/HENRY
 GD0196  USGS QUAD   -  PARIS LANDING (1981)
 GD0196
 GD0196                         *CURRENT SURVEY CONTROL
 GD0196  ___________________________________________________________________
 GD0196* NAD 83(1986)-  36 29 12.     (N)    088 06 26.     (W)     SCALED    
 GD0196* NAVD 88     -       138.331  (meters)     453.84   (feet)  ADJUSTED  
 GD0196  ___________________________________________________________________
 GD0196  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GD0196  DYNAMIC HT  -         138.218 (meters)     453.47  (feet)  COMP
 GD0196  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GD0196
 GD0196  VERT ORDER  -  FIRST     CLASS II
 GD0196
 GD0196.The horizontal coordinates were scaled from a topographic map and have
 GD0196.an estimated accuracy of +/- 6 seconds.
 GD0196
 GD0196.The orthometric height was determined by differential leveling
 GD0196.and adjusted by the National Geodetic Survey in June 1991..
 GD0196
 GD0196.The geoid height was determined by GEOID03.
 GD0196
 GD0196.The dynamic height is computed by dividing the NAVD 88
 GD0196.geopotential number by the normal gravity value computed on the
 GD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0196.degrees latitude (g = 980.6199 gals.).
 GD0196
 GD0196.The modeled gravity was interpolated from observed gravity values.
 GD0196
 GD0196;                    North         East    Units  Estimated Accuracy
 GD0196;SPC TN       -   240,950.      411,190.      MT  (+/- 180 meters Scaled)
 GD0196
 GD0196                          SUPERSEDED SURVEY CONTROL
 GD0196
 GD0196  NGVD 29 (??/??/??)  138.377  (m)          453.99   (f) ADJUSTED    1 2
 GD0196
 GD0196.Superseded values are not recommended for survey control.
 GD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0196.See file dsdata.txt to determine how the superseded data were derived.
 GD0196
 GD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF008384(NAD 83)
 GD0196_MARKER: DD = SURVEY DISK
 GD0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0196_SP_SET: CULVERT
 GD0196_STAMPING: WD 75 1943
 GD0196_MARK LOGO: TVA   
 GD0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0196
 GD0196  HISTORY     - Date     Condition        Report By
 GD0196  HISTORY     - 1943     MONUMENTED       TVA
 GD0196  HISTORY     - 1947     GOOD             CGS
 GD0196  HISTORY     - 1953     GOOD             CGS
 GD0196
 GD0196                          STATION DESCRIPTION
 GD0196
 GD0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0196'20.8 MI NE FROM PARIS.
 GD0196'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0196'COURTHOUSE AT PARIS, THENCE ABOUT 3.8 MILES NORTH ALONG STATE
 GD0196'HIGHWAY 119, ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF AN
 GD0196'EAST-AND-WEST GRAVEL ROAD, AT AN 18-INCH CONCRETE PIPE CULVERT,
 GD0196'IN THE TOP OF THE NORTHEAST CORNER OF THE WEST L-SHAPED CONCRETE
 GD0196'HEAD WALL, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 GD0196'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 GD0196
 GD0196                          STATION RECOVERY (1953)
 GD0196
 GD0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0197 ***********************************************************************
 GD0197  DESIGNATION -  WD 77
 GD0197  PID         -  GD0197
 GD0197  STATE/COUNTY-  TN/HENRY
 GD0197  USGS QUAD   -  PARIS LANDING (1981)
 GD0197
 GD0197                         *CURRENT SURVEY CONTROL
 GD0197  ___________________________________________________________________
 GD0197* NAD 83(1986)-  36 28 42.     (N)    088 06 34.     (W)     SCALED    
 GD0197* NAVD 88     -       165.722  (meters)     543.71   (feet)  ADJUSTED  
 GD0197  ___________________________________________________________________
 GD0197  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0197  DYNAMIC HT  -         165.586 (meters)     543.26  (feet)  COMP
 GD0197  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GD0197
 GD0197  VERT ORDER  -  FIRST     CLASS II
 GD0197
 GD0197.The horizontal coordinates were scaled from a topographic map and have
 GD0197.an estimated accuracy of +/- 6 seconds.
 GD0197
 GD0197.The orthometric height was determined by differential leveling
 GD0197.and adjusted by the National Geodetic Survey in June 1991..
 GD0197
 GD0197.The geoid height was determined by GEOID03.
 GD0197
 GD0197.The dynamic height is computed by dividing the NAVD 88
 GD0197.geopotential number by the normal gravity value computed on the
 GD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0197.degrees latitude (g = 980.6199 gals.).
 GD0197
 GD0197.The modeled gravity was interpolated from observed gravity values.
 GD0197
 GD0197;                    North         East    Units  Estimated Accuracy
 GD0197;SPC TN       -   240,030.      410,970.      MT  (+/- 180 meters Scaled)
 GD0197
 GD0197                          SUPERSEDED SURVEY CONTROL
 GD0197
 GD0197  NGVD 29 (??/??/??)  165.767  (m)          543.85   (f) ADJUSTED    1 2
 GD0197
 GD0197.Superseded values are not recommended for survey control.
 GD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0197.See file dsdata.txt to determine how the superseded data were derived.
 GD0197
 GD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF006375(NAD 83)
 GD0197_MARKER: DD = SURVEY DISK
 GD0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0197_SP_SET: CULVERT
 GD0197_STAMPING: WD 77 1943
 GD0197_MARK LOGO: TVA   
 GD0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0197
 GD0197  HISTORY     - Date     Condition        Report By
 GD0197  HISTORY     - 1943     MONUMENTED       TVA
 GD0197  HISTORY     - 1947     GOOD             CGS
 GD0197  HISTORY     - 1953     GOOD             CGS
 GD0197
 GD0197                          STATION DESCRIPTION
 GD0197
 GD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0197'20.3 MI NE FROM PARIS.
 GD0197'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE
 GD0197'COUNTY COURTHOUSE AT PARIS, THENCE ABOUT 3.3 MILES NORTH ALONG
 GD0197'STATE HIGHWAY 119, ABOUT 175 YARDS SOUTH OF THE INTERSECTION
 GD0197'OF A NORTHEAST-AND-SOUTHWEST GRAVEL ROAD, AT A 24-INCH CONCRETE
 GD0197'PIPE CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEAD WALL,
 GD0197'ABOUT 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 GD0197'12 FEET LOWER THAN THE HIGHWAY.
 GD0197
 GD0197                          STATION RECOVERY (1953)
 GD0197
 GD0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0198 ***********************************************************************
 GD0198  DESIGNATION -  WD 79
 GD0198  PID         -  GD0198
 GD0198  STATE/COUNTY-  TN/HENRY
 GD0198  USGS QUAD   -  PARIS LANDING (1981)
 GD0198
 GD0198                         *CURRENT SURVEY CONTROL
 GD0198  ___________________________________________________________________
 GD0198* NAD 83(1986)-  36 28 23.     (N)    088 06 37.     (W)     SCALED    
 GD0198* NAVD 88     -       145.562  (meters)     477.56   (feet)  ADJUSTED  
 GD0198  ___________________________________________________________________
 GD0198  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0198  DYNAMIC HT  -         145.443 (meters)     477.17  (feet)  COMP
 GD0198  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GD0198
 GD0198  VERT ORDER  -  FIRST     CLASS II
 GD0198
 GD0198.The horizontal coordinates were scaled from a topographic map and have
 GD0198.an estimated accuracy of +/- 6 seconds.
 GD0198
 GD0198.The orthometric height was determined by differential leveling
 GD0198.and adjusted by the National Geodetic Survey in June 1991..
 GD0198
 GD0198.The geoid height was determined by GEOID03.
 GD0198
 GD0198.The dynamic height is computed by dividing the NAVD 88
 GD0198.geopotential number by the normal gravity value computed on the
 GD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0198.degrees latitude (g = 980.6199 gals.).
 GD0198
 GD0198.The modeled gravity was interpolated from observed gravity values.
 GD0198
 GD0198;                    North         East    Units  Estimated Accuracy
 GD0198;SPC TN       -   239,450.      410,890.      MT  (+/- 180 meters Scaled)
 GD0198
 GD0198                          SUPERSEDED SURVEY CONTROL
 GD0198
 GD0198  NGVD 29 (??/??/??)  145.607  (m)          477.71   (f) ADJUSTED    1 2
 GD0198
 GD0198.Superseded values are not recommended for survey control.
 GD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0198.See file dsdata.txt to determine how the superseded data were derived.
 GD0198
 GD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF005369(NAD 83)
 GD0198_MARKER: DD = SURVEY DISK
 GD0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0198_SP_SET: CULVERT
 GD0198_STAMPING: WD 79 1943
 GD0198_MARK LOGO: TVA   
 GD0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0198
 GD0198  HISTORY     - Date     Condition        Report By
 GD0198  HISTORY     - 1943     MONUMENTED       TVA
 GD0198  HISTORY     - 1947     GOOD             CGS
 GD0198
 GD0198                          STATION DESCRIPTION
 GD0198
 GD0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0198'20 MI NE FROM PARIS.
 GD0198'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0198'COURTHOUSE AT PARIS, THENCE ABOUT 3.0 MILES NORTH ALONG STATE
 GD0198'HIGHWAY 119, ABOUT 0.45 MILE NORTH OF THE E.L. WYNN GENERAL
 GD0198'STORE AND AN ABANDONED CHURCH, ABOUT 0.4 MILE NORTH OF THE
 GD0198'JUNCTION OF A GRAVEL ROAD LEADING WEST, AT A 3-FOOT CONCRETE
 GD0198'BOX CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEAD WALL, 27
 GD0198'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET
 GD0198'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0199 ***********************************************************************
 GD0199  DESIGNATION -  WD 80
 GD0199  PID         -  GD0199
 GD0199  STATE/COUNTY-  TN/HENRY
 GD0199  USGS QUAD   -  PARIS LANDING (1981)
 GD0199
 GD0199                         *CURRENT SURVEY CONTROL
 GD0199  ___________________________________________________________________
 GD0199* NAD 83(1986)-  36 28 16.     (N)    088 06 38.     (W)     SCALED    
 GD0199* NAVD 88     -       140.304  (meters)     460.31   (feet)  ADJUSTED  
 GD0199  ___________________________________________________________________
 GD0199  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0199  DYNAMIC HT  -         140.189 (meters)     459.94  (feet)  COMP
 GD0199  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GD0199
 GD0199  VERT ORDER  -  FIRST     CLASS II
 GD0199
 GD0199.The horizontal coordinates were scaled from a topographic map and have
 GD0199.an estimated accuracy of +/- 6 seconds.
 GD0199
 GD0199.The orthometric height was determined by differential leveling
 GD0199.and adjusted by the National Geodetic Survey in June 1991..
 GD0199
 GD0199.The geoid height was determined by GEOID03.
 GD0199
 GD0199.The dynamic height is computed by dividing the NAVD 88
 GD0199.geopotential number by the normal gravity value computed on the
 GD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0199.degrees latitude (g = 980.6199 gals.).
 GD0199
 GD0199.The modeled gravity was interpolated from observed gravity values.
 GD0199
 GD0199;                    North         East    Units  Estimated Accuracy
 GD0199;SPC TN       -   239,230.      410,860.      MT  (+/- 180 meters Scaled)
 GD0199
 GD0199                          SUPERSEDED SURVEY CONTROL
 GD0199
 GD0199  NGVD 29 (??/??/??)  140.349  (m)          460.46   (f) ADJUSTED    1 2
 GD0199
 GD0199.Superseded values are not recommended for survey control.
 GD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0199.See file dsdata.txt to determine how the superseded data were derived.
 GD0199
 GD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF005367(NAD 83)
 GD0199_MARKER: DD = SURVEY DISK
 GD0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0199_SP_SET: CULVERT
 GD0199_STAMPING: WD 80 1943
 GD0199_MARK LOGO: TVA   
 GD0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0199
 GD0199  HISTORY     - Date     Condition        Report By
 GD0199  HISTORY     - 1943     MONUMENTED       TVA
 GD0199  HISTORY     - 1947     GOOD             CGS
 GD0199
 GD0199                          STATION DESCRIPTION
 GD0199
 GD0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0199'19.8 MI NE FROM PARIS.
 GD0199'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0199'COURTHOUSE AT PARIS, THENCE ABOUT 2.8 MILES NORTH ALONG STATE
 GD0199'HIGHWAY 119, ABOUT 0.7 MILE NORTH OF THE NEW LIBERTY CHURCH OF
 GD0199'CHRIST, ABOUT 0.3 MILE NORTH OF THE E.L. WYNN GENERAL STORE AND
 GD0199'AN ABANDONED CHURCH, ABOUT 1/4 MILE NORTH OF THE JUNCTION OF A
 GD0199'GRAVEL ROAD LEADING WEST, AT A 6-FOOT CONCRETE BOX CULVERT, IN
 GD0199'THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL, ABOUT 50
 GD0199'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 15 FEET
 GD0199'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0201 ***********************************************************************
 GD0201  DESIGNATION -  WD 84
 GD0201  PID         -  GD0201
 GD0201  STATE/COUNTY-  TN/HENRY
 GD0201  USGS QUAD   -  PARIS LANDING (1981)
 GD0201
 GD0201                         *CURRENT SURVEY CONTROL
 GD0201  ___________________________________________________________________
 GD0201* NAD 83(1986)-  36 26 55.     (N)    088 05 49.     (W)     SCALED    
 GD0201* NAVD 88     -       155.668  (meters)     510.72   (feet)  ADJUSTED  
 GD0201  ___________________________________________________________________
 GD0201  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0201  DYNAMIC HT  -         155.539 (meters)     510.30  (feet)  COMP
 GD0201  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GD0201
 GD0201  VERT ORDER  -  FIRST     CLASS II
 GD0201
 GD0201.The horizontal coordinates were scaled from a topographic map and have
 GD0201.an estimated accuracy of +/- 6 seconds.
 GD0201
 GD0201.The orthometric height was determined by differential leveling
 GD0201.and adjusted by the National Geodetic Survey in June 1991..
 GD0201
 GD0201.The geoid height was determined by GEOID03.
 GD0201
 GD0201.The dynamic height is computed by dividing the NAVD 88
 GD0201.geopotential number by the normal gravity value computed on the
 GD0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0201.degrees latitude (g = 980.6199 gals.).
 GD0201
 GD0201.The modeled gravity was interpolated from observed gravity values.
 GD0201
 GD0201;                    North         East    Units  Estimated Accuracy
 GD0201;SPC TN       -   236,710.      412,020.      MT  (+/- 180 meters Scaled)
 GD0201
 GD0201                          SUPERSEDED SURVEY CONTROL
 GD0201
 GD0201  NGVD 29 (??/??/??)  155.712  (m)          510.87   (f) ADJUSTED    1 2
 GD0201
 GD0201.Superseded values are not recommended for survey control.
 GD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0201.See file dsdata.txt to determine how the superseded data were derived.
 GD0201
 GD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF016342(NAD 83)
 GD0201_MARKER: DD = SURVEY DISK
 GD0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0201_SP_SET: CULVERT
 GD0201_STAMPING: WD 84 1943
 GD0201_MARK LOGO: TVA   
 GD0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0201
 GD0201  HISTORY     - Date     Condition        Report By
 GD0201  HISTORY     - 1943     MONUMENTED       TVA
 GD0201  HISTORY     - 1947     GOOD             CGS
 GD0201  HISTORY     - 1953     GOOD             CGS
 GD0201
 GD0201                          STATION DESCRIPTION
 GD0201
 GD0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0201'18 MI NE FROM PARIS.
 GD0201'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0201'COURTHOUSE AT PARIS, THENCE ABOUT 1.0 MILE NORTH ALONG STATE
 GD0201'HIGHWAY 119, 60 FEET NORTHWEST OF THE NORTH GUARD RAIL POST EAST
 GD0201'OF THE HIGHWAY, AT AN 18-INCH CONCRETE CULVERT, IN THE CENTER
 GD0201'OF THE TOP OF THE WEST HEAD WALL, 25 FEET WEST OF THE CENTER
 GD0201'LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF A DIM
 GD0201'WOODS ROAD, AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.
 GD0201
 GD0201                          STATION RECOVERY (1953)
 GD0201
 GD0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0203 ***********************************************************************
 GD0203  DESIGNATION -  WD 87
 GD0203  PID         -  GD0203
 GD0203  STATE/COUNTY-  TN/HENRY
 GD0203  USGS QUAD   -  PARIS LANDING (1981)
 GD0203
 GD0203                         *CURRENT SURVEY CONTROL
 GD0203  ___________________________________________________________________
 GD0203* NAD 83(1986)-  36 26 19.     (N)    088 05 09.     (W)     SCALED    
 GD0203* NAVD 88     -       117.982  (meters)     387.08   (feet)  ADJUSTED  
 GD0203  ___________________________________________________________________
 GD0203  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0203  DYNAMIC HT  -         117.885 (meters)     386.76  (feet)  COMP
 GD0203  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GD0203
 GD0203  VERT ORDER  -  FIRST     CLASS II
 GD0203
 GD0203.The horizontal coordinates were scaled from a topographic map and have
 GD0203.an estimated accuracy of +/- 6 seconds.
 GD0203
 GD0203.The orthometric height was determined by differential leveling
 GD0203.and adjusted by the National Geodetic Survey in June 1991..
 GD0203
 GD0203.The geoid height was determined by GEOID03.
 GD0203
 GD0203.The dynamic height is computed by dividing the NAVD 88
 GD0203.geopotential number by the normal gravity value computed on the
 GD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0203.degrees latitude (g = 980.6199 gals.).
 GD0203
 GD0203.The modeled gravity was interpolated from observed gravity values.
 GD0203
 GD0203;                    North         East    Units  Estimated Accuracy
 GD0203;SPC TN       -   235,580.      412,990.      MT  (+/- 180 meters Scaled)
 GD0203
 GD0203                          SUPERSEDED SURVEY CONTROL
 GD0203
 GD0203  NGVD 29 (??/??/??)  118.026  (m)          387.22   (f) ADJUSTED    1 2
 GD0203
 GD0203.Superseded values are not recommended for survey control.
 GD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0203.See file dsdata.txt to determine how the superseded data were derived.
 GD0203
 GD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF026331(NAD 83)
 GD0203_MARKER: DD = SURVEY DISK
 GD0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0203_SP_SET: CULVERT
 GD0203_STAMPING: WD 87 1943
 GD0203_MARK LOGO: TVA   
 GD0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0203
 GD0203  HISTORY     - Date     Condition        Report By
 GD0203  HISTORY     - 1943     MONUMENTED       TVA
 GD0203  HISTORY     - 1947     GOOD             CGS
 GD0203  HISTORY     - 1953     GOOD             CGS
 GD0203  HISTORY     - 1985     GOOD             LOCSUR
 GD0203
 GD0203                          STATION DESCRIPTION
 GD0203
 GD0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0203'17.1 MI NE FROM PARIS.
 GD0203'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0203'COURTHOUSE AT PARIS, THENCE ABOUT 0.1 MILE NORTHWEST ALONG STATE
 GD0203'HIGHWAY 119, 395 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 GD0203'79, AT A 24-INCH CONCRETE PIPE CULVERT, IN THE CENTER OF THE TOP
 GD0203'OF THE NORTHEAST CONCRETE HEAD WALL, 22 FEET NORTHEAST OF THE
 GD0203'CENTER LINE OF STATE HIGHWAY 119, AND ABOUT 1/2 FOOT LOWER THAN
 GD0203'THE HIGHWAY.
 GD0203
 GD0203                          STATION RECOVERY (1953)
 GD0203
 GD0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD0203'RECOVERED IN GOOD CONDITION.
 GD0203
 GD0203                          STATION RECOVERY (1985)
 GD0203
 GD0203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 GD0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2608 ***********************************************************************
 FE2608  DESIGNATION -  WEAKLEY
 FE2608  PID         -  FE2608
 FE2608  STATE/COUNTY-  TN/TIPTON
 FE2608  USGS QUAD   -  DRUMMONDS (1983)
 FE2608
 FE2608                         *CURRENT SURVEY CONTROL
 FE2608  ___________________________________________________________________
 FE2608* NAD 83(1995)-  35 25 37.89096(N)    089 57 51.96286(W)     ADJUSTED  
 FE2608* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FE2608  ___________________________________________________________________
 FE2608  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FE2608  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2608
 FE2608  HORZ ORDER  -  FIRST
 FE2608
 FE2608.The horizontal coordinates were established by classical geodetic methods
 FE2608.and adjusted by the National Geodetic Survey in April 1999..
 FE2608
 FE2608.The orthometric height was scaled from a topographic map.
 FE2608
 FE2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2608
 FE2608.The geoid height was determined by GEOID03.
 FE2608
 FE2608;                    North         East     Units Scale Factor Converg.
 FE2608;SPC TN       -   128,653.696   240,093.020   MT  0.99997346   -2 19 15.4
 FE2608;SPC TN       -   422,091.33    787,705.18   sFT  0.99997346   -2 19 15.4
 FE2608;SPC AR N     -   123,264.625   584,827.842   MT  0.99993967   +1 11 04.2
 FE2608;SPC AR N     -   404,410.69  1,918,722.68   sFT  0.99993967   +1 11 04.2
 FE2608;UTM  16      - 3,924,456.711   230,864.185   MT  1.00049273   -1 43 09.9
 FE2608;UTM  15      - 3,924,652.959   775,595.715   MT  1.00053611   +1 45 38.6
 FE2608
 FE2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2608!SPC TN       -   0.99998373  x   0.99997346  =   0.99995719
 FE2608!SPC AR N     -   0.99998373  x   0.99993967  =   0.99992340
 FE2608!UTM  16      -   0.99998373  x   1.00049273  =   1.00047645
 FE2608!UTM  15      -   0.99998373  x   1.00053611  =   1.00051983
 FE2608
 FE2608|---------------------------------------------------------------------|
 FE2608| PID    Reference Object                     Distance      Geod. Az  |
 FE2608|                                                           dddmmss.s |
 FE2608| FE2876 WEAKLEY RM 1                         63.627 METERS 11632     |
 FE2608| FE2604 MILLINGTON TANK                     APPROX.11.3 KM 1450222.6 |
 FE2608| FE2878 WEAKLEY AZ MK                                      1841504.7 |
 FE2608| CG5331 WEAKLEY RM 2                        109.850 METERS 21011     |
 FE2608| FE2877 WEAKLEY RM 3                         40.337 METERS 23005     |
 FE2608|---------------------------------------------------------------------|
 FE2608
 FE2608                          SUPERSEDED SURVEY CONTROL
 FE2608
 FE2608  NAD 83(1995)-  35 25 37.90190(N)    089 57 51.96486(W) AD(       ) 1
 FE2608  NAD 83(1986)-  35 25 37.90290(N)    089 57 51.96468(W) AD(       ) 1
 FE2608  NAD 27      -  35 25 37.60250(N)    089 57 51.64960(W) AD(       ) 1
 FE2608
 FE2608.Superseded values are not recommended for survey control.
 FE2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2608.See file dsdata.txt to determine how the superseded data were derived.
 FE2608
 FE2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3086424457(NAD 83)
 FE2608_MARKER: DS = TRIANGULATION STATION DISK
 FE2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2608
 FE2608  HISTORY     - Date     Condition        Report By
 FE2608  HISTORY     - 1929     MONUMENTED       CGS
 FE2608  HISTORY     - 1958     GOOD             CGS
 FE2608
 FE2608                          STATION DESCRIPTION
 FE2608
 FE2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE2608'ABOUT 2 MILES WEST OF QUITO, IN VICINITY OF THE SLIP BANK AND BLACK
 FE2608'SPRINGS HILL, AND ON LAND BELONGING TO S.E. WEAKLEY. TO REACH FROM
 FE2608'MILLINGTON AND ROUTE 3, GO BY DIRT-AND-GRAVEL ROAD TO QUITO, TAKE
 FE2608'ROAD WEST 1.0 MILE TO T-FORK WITH WELL AND SCHOOLHOUSE ON RIGHT,
 FE2608'TURN LEFT AND GO 0.2 MILE TO MAIN ROAD, KEEP ON MAIN ROAD UNTIL 1.3
 FE2608'MILES FROM WELL AND SCHOOLHOUSE, TURN RIGHT, PROCEED TO TOP OF
 FE2608'GRADE 0.3 MILE PAST BARNYARD, TURN RIGHT THROUGH SMALL CUT INTO FARM
 FE2608'ROAD AND FOLLOW 0.2 MILE TO STATION SITE.  STATION IS 18 FEET WEST OF
 FE2608'SHED OVER CISTERN AND BLACKSMITHS FORGE AND ON SMALL KNOLL 150 YARDS
 FE2608'NORTHEAST OF HOUSE OCCUPIED BY WEAKLEYS SON.  SURFACE AND UNDERGROUND
 FE2608'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2608'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2608'NO. 1 IS IN FENCE LINE ALMOST IN LINE WITH CISTERN AND 208.0 FEET
 FE2608'FROM STATION.  NO. 2 IS WEST OF ROAD, ABOUT
 FE2608'10 FEET FROM THE NORTHEAST CORNER OF YARD AROUND WEAKLEYS HOUSE,
 FE2608'AND 360.4 FEET FROM STATION.
 FE2608
 FE2608                          STATION RECOVERY (1958)
 FE2608
 FE2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2608'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FE2608'REFERENCE MARK 2 WAS NOT FOUND AT THIS TIME AND SHOULD BE
 FE2608'CONSIDERED AS LOST.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE
 FE2608'ESTABLISHED BY THIS PARTY.  THE ONLY REFERENCE POINT REMAINING IS
 FE2608'THE CISTERN.  A NEW DESCRIPTION AND TO REACH FOLLOWS.  THE DIRECTION
 FE2608'TO REFERENCE MARK 1 CHECKED BUT THE DISTANCE DID NOT CHECK BY .75
 FE2608'OF A FOOT.
 FE2608'
 FE2608'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MUNFORD, ABOUT 7
 FE2608'MILES NORTHWEST OF MILLINGTON AND ON PROPERTY OWNED BY MR. G.D.
 FE2608'RAY.  IT IS 191 FEET NORTH OF THE NORTH EDGE OF A SMALL LAKE, 137
 FE2608'FEET NORTHWEST OF A 24 INCH WALNUT TREE, 63 FEET EAST OF THE
 FE2608'CENTERLINE OF A DIRT ROAD AND 21 FEET WEST OF THE CISTERN.  THE
 FE2608'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WEAKLEY 1929.
 FE2608'
 FE2608'TO REACH THE STATION FROM THE MUNFORD PRESBYTERIAN CHURCH IN MUNFORD,
 FE2608'GO WEST ON PAVED ROAD FOR 5.25 MILES TO A CROSSROAD IN THE
 FE2608'SMALL COMMUNITY OF DRUMMONDS.  TURN LEFT AND GO SOUTHWESTERLY ON THE
 FE2608'PAVED ROAD FOR 3.6 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 FE2608'SOUTHWEST ON A GRAVELED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 FE2608'FORK AND GO WEST FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 FE2608'GO NORTHWEST ON THE DIRT ROAD FOR 0.2 MILE TO A WOODEN GATE ON THE
 FE2608'RIGHT.  TURN RIGHT AND GO NORTH PASSING THROUGH THE GATE AND GO NORTH
 FE2608'ON A DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2608'CONTINUE NORTH ON THE ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT
 FE2608'AS DESCRIBED.
 FE2608'
 FE2608'REFERENCE MARK 1 IS 85 FEET EAST OF THE CISTERN AND 15 FEET NORTH OF
 FE2608'A SMALL RAVINE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2608'STAMPED WEAKLEY NO 1 1929.
 FE2608'
 FE2608'REFERENCE MARK 3 IS 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 6
 FE2608'FEET NORTHWEST OF THE 24 INCH WALNUT TREE AND 6 FEET NORTHWEST OF A
 FE2608'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2608'WEAKLEY NO 3 1929.
 FE2608'
 FE2608'THE AZIMUTH MARK IS 8 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD
 FE2608'AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2608'FLUSH AND THE DISK IS STAMPED WEAKLEY 1929.
 FE2608'
 FE2608'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1479 ***********************************************************************
 GD1479  DESIGNATION -  WEATHERLY
 GD1479  PID         -  GD1479
 GD1479  STATE/COUNTY-  TN/BENTON
 GD1479  USGS QUAD   -  BRUCETON (1987)
 GD1479
 GD1479                         *CURRENT SURVEY CONTROL
 GD1479  ___________________________________________________________________
 GD1479* NAD 83(1995)-  36 04 07.97219(N)    088 08 12.47816(W)     ADJUSTED  
 GD1479* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 GD1479  ___________________________________________________________________
 GD1479  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GD1479  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1479
 GD1479  HORZ ORDER  -  SECOND
 GD1479
 GD1479.The horizontal coordinates were established by classical geodetic methods
 GD1479.and adjusted by the National Geodetic Survey in April 1999..
 GD1479
 GD1479.The orthometric height was scaled from a topographic map.
 GD1479
 GD1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1479
 GD1479.The geoid height was determined by GEOID03.
 GD1479
 GD1479;                    North         East     Units Scale Factor Converg.
 GD1479;SPC TN       -   194,659.360   407,529.573   MT  0.99995677   -1 15 03.5
 GD1479;SPC TN       -   638,644.92  1,337,036.61   sFT  0.99995677   -1 15 03.5
 GD1479;UTM  16      - 3,992,186.387   397,630.058   MT  0.99972912   -0 40 09.7
 GD1479
 GD1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1479!SPC TN       -   0.99997793  x   0.99995677  =   0.99993471
 GD1479!UTM  16      -   0.99997793  x   0.99972912  =   0.99970706
 GD1479
 GD1479:                Primary Azimuth Mark                     Grid Az
 GD1479:SPC TN       -  CAMDEN MUNICIPAL TANK                    100 43 37.0
 GD1479:UTM  16      -  CAMDEN MUNICIPAL TANK                    100 08 43.2
 GD1479
 GD1479|---------------------------------------------------------------------|
 GD1479| PID    Reference Object                     Distance      Geod. Az  |
 GD1479|                                                           dddmmss.s |
 GD1479| GD1475 CAMDEN MUNICIPAL TANK               APPROX. 3.7 KM 0992833.5 |
 GD1479| GC2624 NEW JOHNSONVILLE TVA PWR S TK       APPROX.14.7 KM 1102356.9 |
 GD1479| CG5333 WEATHERLY RM 1                       47.985 METERS 23319     |
 GD1479| GD1477 BRUCETON MUNICIPAL TANK             APPROX.10.5 KM 2481951.3 |
 GD1479| CG5332 WEATHERLY AZ MK                                    3132542.3 |
 GD1479| CG5334 WEATHERLY RM 2                       28.011 METERS 31348     |
 GD1479|---------------------------------------------------------------------|
 GD1479
 GD1479                          SUPERSEDED SURVEY CONTROL
 GD1479
 GD1479  NAD 83(1995)-  36 04 07.97468(N)    088 08 12.48370(W) AD(       ) 2
 GD1479  NAD 83(1995)-  36 04 07.97420(N)    088 08 12.48483(W) AD(       ) 2
 GD1479  NAD 83(1986)-  36 04 07.98182(N)    088 08 12.47885(W) AD(       ) 2
 GD1479  NAD 27      -  36 04 07.76900(N)    088 08 12.33800(W) AD(       ) 2
 GD1479
 GD1479.Superseded values are not recommended for survey control.
 GD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1479.See file dsdata.txt to determine how the superseded data were derived.
 GD1479
 GD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9763092186(NAD 83)
 GD1479_MARKER: DS = TRIANGULATION STATION DISK
 GD1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1479
 GD1479  HISTORY     - Date     Condition        Report By
 GD1479  HISTORY     - 1934     MONUMENTED       CGS
 GD1479  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GD1479  HISTORY     - 1955     GOOD             TVA
 GD1479  HISTORY     - 1968     GOOD             CGS
 GD1479  HISTORY     - 1969     GOOD             CGS
 GD1479  HISTORY     - 1971     GOOD             TVA
 GD1479
 GD1479                          STATION DESCRIPTION
 GD1479
 GD1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1479'ABOUT 6-3/4 MILES NORTHEAST OF BRUCETON, 2.5 MILES NORTHWEST OF
 GD1479'CAMDEN, ON SUMMIT OF LOW RIDGE, ON PROPERTY OF J. W. WEATHERLY, 85.2
 GD1479'FEET NORTHEAST OF NORTHEAST CORNER OF HIS HOUSE, 55 FEET
 GD1479'NORTH-NORTHEAST OF 30-INCH OAK TREE, AND 41 FEET EAST-NORTHEAST OF
 GD1479'CENTER OF ROAD.  TO REACH FROM COURTHOUSE AT CAMDEN, GO SOUTH 0.5
 GD1479'MILE ON U.S. ROUTE 70, TURN RIGHT WEST ONTO GRAVEL ROAD AND GO 2.4
 GD1479'MILES TO POST OAK CHURCH AND SCHOOL, TURN LEFT SOUTH ONTO DIRT ROAD
 GD1479'AND GO 0.25 MILE TO WEATHERLYS HOME AND STATION SITE.  SURFACE AND
 GD1479'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1479'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1479'DISKS IN CONCRETE.  NO. 1 IS 31 FEET WEST OF CENTER OF
 GD1479'ROAD, ON EAST FENCE LINE OF FIELD, AND 157.50 FEET FROM STATION
 GD1479'S 53 DEG 20 MIN W.  NO.  2 IS 55 FEET WEST-NORTHWEST OF ROAD, ON
 GD1479'EAST FENCE LINE OF FIELD, AND 92.00 FEET FROM STATION N 46 DEG
 GD1479'11 MIN W.  AZIMUTH MARK IS IN FRONT YARD OF RESIDENCE OF S. E.
 GD1479'DAVIDSON, 30 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE, AT
 GD1479'EDGE OF GARDEN, 25 FEET SOUTH-SOUTHEAST OF 30-INCH OAK TREE, AND 0.5
 GD1479'MILE FROM STATION N 46 DEG 34 MIN W.  TO REACH
 GD1479'AZIMUTH MARK FROM STATION, GO NORTH 0.25 MILE TO POST OAK M. E.
 GD1479'CHURCH, TURN LEFT WEST AND GO 0.15 MILE TO TWO MAIL BOXES AND LANE
 GD1479'TO LEFT, TURN LEFT AND GO 0.2 MILE TO DAVIDSONS RESIDENCE AND
 GD1479'MARK.
 GD1479
 GD1479                          STATION RECOVERY (1952)
 GD1479
 GD1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1479'STATION WAS RECOVERED AS DESCRIBED AND THE UNDERGROUND MARK, AZIMUTH
 GD1479'MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE SURFACE
 GD1479'MARK WAS LOWERED 10 INCHES BY THIS PARTY.  IT IS FLUSH AND IS
 GD1479'STAMPED WEATHERLY 1934 1952.  DISTANCES AND DIRECTIONS TO
 GD1479'ALL MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 GD1479'
 GD1479'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1479
 GD1479                          STATION RECOVERY (1955)
 GD1479
 GD1479'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GD1479'STATION STAMPED WEATHERLY 1934-1952 FOUND IN GOOD CONDITION.
 GD1479'REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 GD1479'
 GD1479'SIGNS WERE SET AT R.M. 1 AND R.M. 2 ONE FOOT SE OF THE MARKS, AND AT
 GD1479'THE AZIMUTH MARK ONE FOOT N OF THE MARK.
 GD1479
 GD1479                          STATION RECOVERY (1968)
 GD1479
 GD1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1479'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1479'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1479'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1479'
 GD1479'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, NORTH-SOUTH RIDGE
 GD1479'ABOUT 6.75 MILES NORTHEAST OF BRUCTON, 2.5 MILES NORTHWEST OF CAMDEN,
 GD1479'0.25 OF A MILE SOUTH OF THE POST OAK METHODIST CHURCH AND CEMETERY,
 GD1479'AND IN A YARD ON THE PROPERTY OF THE J. W. WEATHERLY ESTATE.
 GD1479'
 GD1479'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1479'ROUTE 69 AT THE SOUTHWEST CORNER OF THE BENTON COUNTY COURTHOUSE
 GD1479'SQUARE IN CAMDEN, GO WESTERLY ON U.S. HIGHWAY 70 FOR 0.45 OF A MILE
 GD1479'TO POST OAK AVENUE ON THE RIGHT.  HERE TURN RIGHT ON POST OAK AVENUE,
 GD1479'THIS LATER BECOMES POST OAK ROAD, AND GO NORTH AND NORTHWEST FOR
 GD1479'2.4 MILES TO A T CROSSROAD AND THE POST OAK METHODIST CHURCH IN THE
 GD1479'NORTHEAST ANGLE AND THE CEMETERY IN THE SOUTHEAST ANGLE, HERE
 GD1479'TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.25 OF A MILE
 GD1479'TO THE STATION ON THE LEFT IN A FARM YARD JUST NORTH OF A LARGE
 GD1479'FRAME HOUSE.
 GD1479'
 GD1479'THE STATION IS LOCATED IN A SMALL GRASSY PLOT IN THE CENTER OF A
 GD1479'CIRCULAR DRIVEWAY, 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1479'FRAME HOUSE, 77 FEET SOUTH-SOUTHEAST OF A 30-INCH OVERCUP OAK TREE,
 GD1479'42 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 13
 GD1479'FEET EAST OF A UTILITY POLE, AND 0.8 OF A FOOT WEST OF A METAL
 GD1479'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD1479'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND
 GD1479'THE DISK IS STAMPED WEATHERLY 1934 1952.
 GD1479'
 GD1479'REFERENCE MARK NO. 1 IS ACROSS THE GRAVELED ROAD SOUTHWEST OF THE
 GD1479'STATION MARK AND WEST OF THE FRAME HOUSE, 18 FEET WEST OF THE
 GD1479'APPROXIMATE CENTER OF THE GRAVELED ROAD, 15.5 FEET SOUTH OF A
 GD1479'12-INCH SWEETGUM TREE, 3 FEET NORTHWEST OF AN 8-INCH, TWIN TRUNKED
 GD1479'SILVER MAPLE TREE, 1 FOOT WEST OF A FENCE, AND 1.0 FOOT EAST OF
 GD1479'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1479'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10
 GD1479'INCHES AND THE DISK IS STAMPED WEATHERLY NO 1 1934.
 GD1479'
 GD1479'REFERENCE MARK NO. 2 IS ACROSS THE GRAVEL ROAD NORTHWEST OF THE
 GD1479'STATION, 45 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GD1479'ROAD, 40 FEET NORTH-NORTHWEST OF A SOUTHEAST FENCE CORNER POST, 37
 GD1479'FEET SOUTHWEST OF THE 30-INCH OVERCUP OAK TREE, AND 0.9 OF A
 GD1479'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1479'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1479'PROJECTS 10 INCHES AND THE DISK IS STAMPED WEATHERLY NO 2 1934.
 GD1479'
 GD1479'DUE TO NUMEROUS TREES ON LINE BETWEEN THE MARKS, NO EFFORT WAS MADE
 GD1479'TO MEASURE BETWEEN THE REFERENCE MARKS.
 GD1479'
 GD1479'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE NORTHWEST OF THE STATION, 38
 GD1479'FEET SOUTH OF A 36-INCH BLACK OAK TREE, 37 FEET NORTHEAST OF THE
 GD1479'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 28 FEET NORTHEAST OF THE
 GD1479'CENTER OF A BRICK CASED, DUG WELL, 22 FEET WEST OF A 12-INCH WHITE
 GD1479'PINE TREE, 22 FEET NORTH-NORTHWEST OF A POWERLINE TRANSFORMER
 GD1479'POLE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1479'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1479'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD1479'STAMPED WEATHERLY AZI 1934.
 GD1479'
 GD1479'TO REACH THE AZIMUTH MARK FROM THE T CROSSROAD INTERSECTION JUST
 GD1479'SOUTH OF THE POST OAK METHODIST CHURCH, GO NORTH ON A PAVED ROAD FOR
 GD1479'0.15 OF A MILE TO A GRADED ROAD LEFT, TURN LEFT ON THIS GRADED
 GD1479'ROAD AND GO WESTERLY FOR 0.15 OF A MILE TO A WHITE FRAME HOUSE ON
 GD1479'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1479
 GD1479                          STATION RECOVERY (1969)
 GD1479
 GD1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1479'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1479'THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES AND WOULD REQUIRE
 GD1479'CONSIDERABLE CLEARING TO SEE.  THE PROPERTY OWNER WAS NOT AVAILABLE
 GD1479'IN ORDER TO GET PERMISSION TO CLEAR THE LINE.  THE STATION WAS
 GD1479'OCCUPIED AND THE HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS
 GD1479'OBSERVED.  VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION
 GD1479'AND THE REFERENCE MARKS, AND BETWEEN THE REFERENCE MARKS, AND
 GD1479'SLOPE DISTANCES MEASURED.  WHEN THESE SLOPE MEASUREMENTS WERE REDUCED
 GD1479'TO HORIZONTAL A DISCREPANCY OF 0.07 OF A FOOT WAS NOTED IN THE
 GD1479'DISTANCE TO REFERENCE MARK NO. 1 AND 0.10 OF A FOOT IN THE
 GD1479'DISTANCE TO REFERENCE MARK NO. 2.  HOWEVER, THE ANGLE OBSERVED
 GD1479'BETWEEN THE REFERENCE MARKS CHECKED THE 1934 VALUES WELL WITHIN THE
 GD1479'ALLOWABLE.
 GD1479'
 GD1479'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1479'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1479'DESCRIPTION.
 GD1479'
 GD1479'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, NORTH-SOUTH RIDGE
 GD1479'ABOUT 6.75 MILES NORTHEAST OF BRUCETON, 2.5 MILES NORTHWEST OF
 GD1479'CAMDEN, 0.25 OF A MILE SOUTH OF THE POST OAK METHODIST CHURCH AND
 GD1479'CEMETERY, AND IN A YARD ON THE PROPERTY OF THE J. W. WEATHERLY
 GD1479'ESTATE.
 GD1479'
 GD1479'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1479'ROUTE 69 AT THE SOUTHWEST CORNER OF THE BENTON COUNTY COURTHOUSE
 GD1479'SQUARE IN CAMDEN, GO WESTERLY ON U.S. HIGHWAY 70 FOR 0.45 OF A MILE
 GD1479'TO POST OAK AVENUE ON THE RIGHT.  HERE TURN RIGHT ON POST OAK AVENUE,
 GD1479'THIS LATER BECOMES POST OAK ROAD, AND GO NORTH AND NORTHWEST FOR
 GD1479'2.4 MILES TO A T CROSSROAD AND THE POST OAK METHODIST CHURCH IN THE
 GD1479'NORTHEAST ANGLE AND THE CEMETERY IN THE SOUTHEAST ANGLE.  HERE
 GD1479'TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.25 OF A MILE
 GD1479'TO THE STATION ON THE LEFT IN A FARM YARD JUST NORTH OF A LARGE
 GD1479'FRAME HOUSE.
 GD1479'
 GD1479'THE STATION IS LOCATED IN A SMALL GRASSY PLOT IN THE CENTER OF A
 GD1479'CIRCULAR DRIVEWAY, 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1479'FRAME HOUSE, 77 FEET SOUTH-SOUTHEAST OF A 30-INCH OVERCUP OAK TREE,
 GD1479'42 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GD1479'13 FEET EAST OF A UTILITY POLE, AND 0.8 OF A FOOT WEST OF A METAL
 GD1479'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1479'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE
 GD1479'DISK IS STAMPED WEATHERLY 1934 1952.
 GD1479'
 GD1479'REFERENCE MARK NO. 1 IS ACROSS THE GRAVELED ROAD SOUTHWEST OF THE
 GD1479'STATION MARK AND WEST OF THE FRAME HOUSE, 18 FEET WEST OF THE
 GD1479'APPROXIMATE CENTER OF THE GRAVELED ROAD, 15.5 FEET SOUTH OF A
 GD1479'12-INCH SWEETGUM TREE, 3 FEET NORTHWEST OF AN 8-INCH, TWIN TRUNKED
 GD1479'SILVER MAPLE TREE, 1 FOOT WEST OF A FENCE, AND 1.0 FOOT EAST OF
 GD1479'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1479'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10
 GD1479'INCHES AND THE DISK IS STAMPED WEATHERLY NO 1 1934.
 GD1479'
 GD1479'REFERENCE MARK NO. 2 IS ACROSS THE GRAVELED ROAD NORTHWEST OF THE
 GD1479'STATION, 45 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GD1479'ROAD, 40 FEET NORTH-NORTHWEST OF A SOUTHEAST FENCE CORNER POST, 37
 GD1479'FEET SOUTHWEST OF THE 30-INCH OVERCUP OAK TREE, AND 0.9 OF A
 GD1479'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1479'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1479'10 INCHES AND THE DISK IS STAMPED WEATHERLY NO 2 1934.
 GD1479'
 GD1479'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1479'REFERENCE MARK NO. 2 IS 168.66 FEET - 51.408 METERS.
 GD1479'
 GD1479'THE AZIMUTH MARK IS ABOUT 0.5 OF A MILE NORTHWEST OF THE STATION,
 GD1479'38 FEET SOUTH OF A 36-INCH BLACK OAK TREE, 37 FEET NORTHEAST OF THE
 GD1479'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 28 FEET NORTHEAST OF THE
 GD1479'CENTER OF A BRICK CASED, DUG WELL, 22 FEET WEST OF A 12-INCH WHITE
 GD1479'PINE TREE, 22 FEET NORTH-NORTHWEST OF A POWERLINE TRANSFORMER
 GD1479'POLE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1479'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1479'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD1479'STAMPED WEATHERLY AZI 1934.
 GD1479'
 GD1479'TO REACH THE AZIMUTH MARK FROM THE T CROSSROAD INTERSECTION JUST
 GD1479'SOUTH OF THE POST OAK METHODIST CHURCH, GO NORTH ON A PAVED ROAD FOR
 GD1479'0.15 OF A MILE TO A GRADED ROAD LEFT, TURN LEFT ON THIS GRADED ROAD
 GD1479'AND GO WESTERLY FOR 0.15 OF A MILE TO A WHITE FRAME HOUSE ON THE
 GD1479'LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1479'
 GD1479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.5 MILES
 GD1479'NORTHWEST OF CAMDEN.
 GD1479
 GD1479                          STATION RECOVERY (1971)
 GD1479
 GD1479'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (LCT)
 GD1479'FOUND IN GOOD CONDITION AS DESCRIBED.
 GD1479'
 GD1479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6.75 MI NE OF
 GD1479'BREKESTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2543 ***********************************************************************
 GB2543  DESIGNATION -  WEAVER
 GB2543  PID         -  GB2543
 GB2543  STATE/COUNTY-  TN/ANDERSON
 GB2543  USGS QUAD   -  NORRIS (1990)
 GB2543
 GB2543                         *CURRENT SURVEY CONTROL
 GB2543  ___________________________________________________________________
 GB2543* NAD 83(1995)-  36 08 08.44617(N)    084 06 57.90612(W)     ADJUSTED  
 GB2543* NAVD 88     -       321.6    (meters)    1055.     (feet)  VERTCON   
 GB2543  ___________________________________________________________________
 GB2543  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GB2543  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2543
 GB2543  HORZ ORDER  -  SECOND
 GB2543
 GB2543.The horizontal coordinates were established by classical geodetic methods
 GB2543.and adjusted by the National Geodetic Survey in April 1999..
 GB2543
 GB2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2543
 GB2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2543
 GB2543.The geoid height was determined by GEOID03.
 GB2543
 GB2543;                    North         East     Units Scale Factor Converg.
 GB2543;SPC TN       -   201,601.782   769,552.404   MT  0.99996221   +1 06 10.5
 GB2543;SPC TN       -   661,421.85  2,524,773.18   sFT  0.99996221   +1 06 10.5
 GB2543;UTM  16      - 4,002,850.690   759,508.093   MT  1.00042987   +1 42 05.7
 GB2543
 GB2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2543!SPC TN       -   0.99995432  x   0.99996221  =   0.99991653
 GB2543!UTM  16      -   0.99995432  x   1.00042987  =   1.00038417
 GB2543
 GB2543|---------------------------------------------------------------------|
 GB2543| PID    Reference Object                     Distance      Geod. Az  |
 GB2543|                                                           dddmmss.s |
 GB2543| DC2746 WEAVER RM 1                          19.373 METERS 04831     |
 GB2543| DC2747 WEAVER RM 2                          16.555 METERS 16111     |
 GB2543| DC2745 WEAVER AZ MK                                       2665641.1 |
 GB2543|---------------------------------------------------------------------|
 GB2543
 GB2543                          SUPERSEDED SURVEY CONTROL
 GB2543
 GB2543  NAD 83(1995)-  36 08 08.45031(N)    084 06 57.90895(W) AD(       ) 2
 GB2543  NAD 83(1995)-  36 08 08.45059(N)    084 06 57.90822(W) AD(       ) 2
 GB2543  NAD 83(1986)-  36 08 08.45765(N)    084 06 57.90463(W) AD(       ) 2
 GB2543  NAD 27      -  36 08 08.17522(N)    084 06 58.20020(W) AD(       ) 2
 GB2543  NGVD 29 (07/19/86)  321.7    (m)         1055.     (f) VERT ANG       
 GB2543
 GB2543.Superseded values are not recommended for survey control.
 GB2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2543.See file dsdata.txt to determine how the superseded data were derived.
 GB2543
 GB2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5950802851(NAD 83)
 GB2543_MARKER: DD = SURVEY DISK
 GB2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2543
 GB2543  HISTORY     - Date     Condition        Report By
 GB2543  HISTORY     - 1964     MONUMENTED       TNHD
 GB2543
 GB2543                          STATION DESCRIPTION
 GB2543
 GB2543'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2543'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CLINTON.
 GB2543'
 GB2543'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE
 GB2543'SOUTH ON U.  S.  HIGHWAY
 GB2543'25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE
 GB2543'LEFT, TURN LEFT, NORTHEAST, AND GO
 GB2543'2.0 MILES ON STATE ROUTE 61 TO A
 GB2543'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTHWEST, AND
 GB2543'GO 0.55 MILE TO
 GB2543'THE INTERSECTION OF 3 ROADS, TAKE THE EXTREME LEFT ROAD AND GO 0.2
 GB2543'MILE TO A WOODS
 GB2543'ROAD ON RIGHT, TURN RIGHT AND GO 0.05 MILE TO A FORK
 GB2543'AND GO 0.15 MILE TO THE STATION IN
 GB2543'A CLEARED FIELD ON THE CREST OF A
 GB2543'SMALL KNOLL.
 GB2543'
 GB2543'THE STATION MARK IS 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2543'TRACK ROAD AND 21.6 FEET
 GB2543'NORTHEAST OF A WITNESS POST.  THE SURFACE AND
 GB2543'UNDERGROUND MARKS ARE STANDARD
 GB2543'TENNESSEE HIGHWAY DEPARTMENT DISK AND
 GB2543'THE DISKS ARE STAMPED WEAVER 1964.  THE
 GB2543'UNDERGROUND MARK IS ABOUT 30
 GB2543'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GB2543'10-INCH
 GB2543'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2543'
 GB2543'REFERENCE MARK NO. 1 IS 35 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB2543'OF THE ROAD .  IT IS A
 GB2543'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2543'10-INCH SQUARE, FLUSH,
 GB2543'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2543'WEAVER RM-1 1964.
 GB2543'
 GB2543'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE NORTH END OF A GROUP
 GB2543'OF SMALL PINES AND 17 FEET
 GB2543'WEST OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS
 GB2543'A STANDARD TENNESSEE HIGHWAY
 GB2543'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2543'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2543'STAMPED WEAVER RM-2 1964.
 GB2543'
 GB2543'THE AZIMUTH MARK IS 2.2 FEET EAST OF A WITNESS POST, 2 FEET SOUTHWEST
 GB2543'OF A CORNER FENCE POST
 GB2543'AND 1 FOOT SOUTH OF A BARB WIRE FENCE.  IT IS A
 GB2543'STANDARD TENNESSEE HIGHWAY
 GB2543'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2543'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2543'STAMPED WEAVER AZI 1964.
 GB2543'
 GB2543'STO REACH THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 GB2543'ROAD WEST AND THEN
 GB2543'NORTH TO THE END OF THE GRAVELED ROAD AND THE
 GB2543'BEGINING OF A TRACK ROAD, CONTINUE
 GB2543'STRAIGHT AHEAD FOR 0.2 MILE
 GB2543'NORTHWEST TO THE END OF THE ROAD AND THE AZIMUTH MARK
 GB2543'IN THE FRONT OF A
 GB2543'SMALL FRAME HOUSE AS DESCRIBED.
 GB2543'
 GB2543'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB2543'
 GB2543'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2024 ***********************************************************************
 FF2024  DESIGNATION -  WEAVER
 FF2024  PID         -  FF2024
 FF2024  STATE/COUNTY-  TN/SHELBY
 FF2024  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2024
 FF2024                         *CURRENT SURVEY CONTROL
 FF2024  ___________________________________________________________________
 FF2024* NAD 83(1995)-  35 02 24.83700(N)    090 07 36.66404(W)     ADJUSTED  
 FF2024* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 FF2024  ___________________________________________________________________
 FF2024  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FF2024  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF2024
 FF2024  HORZ ORDER  -  FIRST
 FF2024
 FF2024.The horizontal coordinates were established by classical geodetic methods
 FF2024.and adjusted by the National Geodetic Survey in April 1999..
 FF2024
 FF2024.The orthometric height was scaled from a topographic map.
 FF2024
 FF2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2024
 FF2024.The geoid height was determined by GEOID03.
 FF2024
 FF2024;                    North         East     Units Scale Factor Converg.
 FF2024;SPC TN       -    86,370.004   223,546.958   MT  1.00004364   -2 24 57.7
 FF2024;SPC TN       -   283,365.59    733,420.31   sFT  1.00004364   -2 24 57.7
 FF2024;SPC MS W     -   614,355.829   718,839.224   MT  0.99995437   +0 07 06.8
 FF2024;SPC MS W     - 2,015,599.08  2,358,391.69   sFT  0.99995437   +0 07 06.8
 FF2024;UTM  15      - 3,881,279.526   762,088.923   MT  1.00044666   +1 39 02.0
 FF2024
 FF2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2024!SPC TN       -   0.99998842  x   1.00004364  =   1.00003206
 FF2024!SPC MS W     -   0.99998842  x   0.99995437  =   0.99994279
 FF2024!UTM  15      -   0.99998842  x   1.00044666  =   1.00043508
 FF2024
 FF2024|---------------------------------------------------------------------|
 FF2024| PID    Reference Object                     Distance      Geod. Az  |
 FF2024|                                                           dddmmss.s |
 FF2024| CI4917 WEAVER RM 2                         172.330 METERS 01511     |
 FF2024| FF2001 MEMPHIS NEXT CHIMNEY                APPROX.11.8 KM 0360133.5 |
 FF2024| FF1995 MEMPHIS SOUTH CHIMNEY               APPROX.11.8 KM 0360418.5 |
 FF2024| FF1996 MEMPHIS LOW CHIMNEY                 APPROX.11.9 KM 0361300.7 |
 FF2024| CI4916 WEAVER RM 1                          73.120 METERS 16432     |
 FF2024| CI4915 WEAVER RM                                          16450     |
 FF2024|---------------------------------------------------------------------|
 FF2024
 FF2024                          SUPERSEDED SURVEY CONTROL
 FF2024
 FF2024  NAD 83(1995)-  35 02 24.83563(N)    090 07 36.66244(W) AD(       ) 1
 FF2024  NAD 83(1995)-  35 02 24.83564(N)    090 07 36.66259(W) AD(       ) 1
 FF2024  NAD 83(1986)-  35 02 24.84760(N)    090 07 36.66546(W) AD(       ) 1
 FF2024  NAD 27      -  35 02 24.51100(N)    090 07 36.32500(W) AD(       ) 1
 FF2024
 FF2024.Superseded values are not recommended for survey control.
 FF2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2024.See file dsdata.txt to determine how the superseded data were derived.
 FF2024
 FF2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6208981280(NAD 83)
 FF2024_MARKER: DS = TRIANGULATION STATION DISK
 FF2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2024
 FF2024  HISTORY     - Date     Condition        Report By
 FF2024  HISTORY     - 1914     MONUMENTED       CGS
 FF2024  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FF2024
 FF2024                          STATION DESCRIPTION
 FF2024
 FF2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FF2024'ABOUT 8-1/2 MILES SOUTH OF WEST OF COURT SQUARE, MEMPHIS,
 FF2024'4 MILES WEST OF SOUTH OF WEST JUNCTION, 2 MILES NORTH OF
 FF2024'DARWIN RAILROAD STATION, AND ON THE WEAVER PLANTATION.  TO
 FF2024'REACH FROM POST OFFICE ON MAIN STREET IN MEMPHIS, GO SOUTH
 FF2024'6.0 MILES ON HORN LAKE ROAD (TENNESSEE ROUTE 14) TO NONCONNAH,
 FF2024'TURN RIGHT ONTO HARD-SURFACED ROAD AND GO 4.6 MILES TO DIRT
 FF2024'CROSSROAD, TURN RIGHT AND GO 1.8 MILES, CROSS RAILROAD AND
 FF2024'SMALL BRIDGE, TURN RIGHT JUST AFTER CROSSING BRIDGE AND
 FF2024'GO 0.8 MILE TO STATION WHICH IS ABOUT 50 METERS (164 FEET)
 FF2024'TO LEFT OF ROAD, ON SMALL KNOLL OVERLOOKING MISSISSIPPI
 FF2024'RIVER BOTTOM, AND ABOUT 1/4 MILE EAST OF WEST LINE AND 1
 FF2024'MILE WEST OF EAST LINE OF LOOP OF YAZOO AND
 FF2024'MISSISSIPPI VALLEY RAILROAD BETWEEN WEST JUNCTION AND
 FF2024'DARWIN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FF2024'STATION DISKS IN CONCRETE BLOCKS.
 FF2024'UPPER MARK PROJECTS ABOUT 6 INCHES ABOVE GROUND.  REFERENCE
 FF2024'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF2024'NO. 1 IS AT TREE LINE AT NORTH EDGE OF HEAD OF RAVINE,
 FF2024'240.04 FEET FROM STATION, S 15 DEG E.  NO. 2, SET IN
 FF2024'1914 AND REPORTED LOST IN 1929, WAS 172.33 METERS
 FF2024'(565.4 FEET) FROM STATION, N 15 DEG 11 MIN E.
 FF2024
 FF2024                          STATION RECOVERY (1956)
 FF2024
 FF2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (NET)
 FF2024'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FF2024'THE REFERENCE MARKS WERE REPORTED LOST, HOWEVER A SEARCH
 FF2024'WAS MADE BUT WAS UNABLE TO RECOVER EITHER MARK.
 FF2024'
 FF2024'A TRAVERSE CONNECTION WAS MADE FROM WEAVER TO WEAVER 2.
 FF2024'THEN BY REQUEST OF OWNER, MRS. ADA THORNTON, THAT THE MARK
 FF2024'BE MOVED BECAUSE IT WAS HAZARDOUS.  IT WAS DESTROYED BY
 FF2024'THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2390 ***********************************************************************
 GB2390  DESIGNATION -  WEAVER
 GB2390  PID         -  GB2390
 GB2390  STATE/COUNTY-  TN/WHITE
 GB2390  USGS QUAD   -  DRY VALLEY (1979)
 GB2390
 GB2390                         *CURRENT SURVEY CONTROL
 GB2390  ___________________________________________________________________
 GB2390* NAD 83(1995)-  36 02 06.11602(N)    085 23 51.05696(W)     ADJUSTED  
 GB2390* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 GB2390  ___________________________________________________________________
 GB2390  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 GB2390  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB2390
 GB2390  HORZ ORDER  -  FIRST
 GB2390
 GB2390.The horizontal coordinates were established by classical geodetic methods
 GB2390.and adjusted by the National Geodetic Survey in April 1999..
 GB2390
 GB2390.The orthometric height was scaled from a topographic map.
 GB2390
 GB2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2390
 GB2390.The geoid height was determined by GEOID03.
 GB2390
 GB2390;                    North         East     Units Scale Factor Converg.
 GB2390;SPC TN       -   188,969.539   654,295.348   MT  0.99995453   +0 21 09.8
 GB2390;SPC TN       -   619,977.56  2,146,633.99   sFT  0.99995453   +0 21 09.8
 GB2390;UTM  16      - 3,989,021.918   644,370.032   MT  0.99985682   +0 56 34.3
 GB2390
 GB2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2390!SPC TN       -   0.99991511  x   0.99995453  =   0.99986965
 GB2390!UTM  16      -   0.99991511  x   0.99985682  =   0.99977194
 GB2390
 GB2390:                Primary Azimuth Mark                     Grid Az
 GB2390:SPC TN       -  WALKER RESET                             017 06 33.6
 GB2390:UTM  16      -  WALKER RESET                             016 31 09.1
 GB2390
 GB2390|---------------------------------------------------------------------|
 GB2390| PID    Reference Object                     Distance      Geod. Az  |
 GB2390|                                                           dddmmss.s |
 GB2390| GB2389 WALKER RESET                        APPROX.16.2 KM 0172743.4 |
 GB2390| CG7761 WEAVER RM 2                          21.315 METERS 08033     |
 GB2390| CG7760 WEAVER RM 1                          22.543 METERS 18050     |
 GB2390| CG7759 WEAVER AZ MK                                       2031236.0 |
 GB2390|---------------------------------------------------------------------|
 GB2390
 GB2390                          SUPERSEDED SURVEY CONTROL
 GB2390
 GB2390  NAD 83(1995)-  36 02 06.12105(N)    085 23 51.05867(W) AD(       ) 1
 GB2390  NAD 83(1995)-  36 02 06.12113(N)    085 23 51.05989(W) AD(       ) 1
 GB2390  NAD 83(1986)-  36 02 06.12791(N)    085 23 51.05897(W) AD(       ) 1
 GB2390  NAD 27      -  36 02 05.89700(N)    085 23 51.15000(W) AD(       ) 1
 GB2390
 GB2390.Superseded values are not recommended for survey control.
 GB2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2390.See file dsdata.txt to determine how the superseded data were derived.
 GB2390
 GB2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE4437089022(NAD 83)
 GB2390_MARKER: DS = TRIANGULATION STATION DISK
 GB2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2390
 GB2390  HISTORY     - Date     Condition        Report By
 GB2390  HISTORY     - 1935     MONUMENTED       CGS
 GB2390  HISTORY     - 1974     GOOD             LOCENG
 GB2390
 GB2390                          STATION DESCRIPTION
 GB2390
 GB2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2390'STATION IS 8-1/4 MILES NNE OF SPARTA, 11 MILES SW OF MONTEREY, 1/4
 GB2390'MILE SSE OF WHITE-OAK FLAT SCHOOLHOUSE, ON THE SW RIM OF THE BIG
 GB2390'SINK, WHICH IS ON THE PROPERTY OF MR. F.M. WEAVER.
 GB2390'
 GB2390'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2390'DISKS SET IN CONCRETE.
 GB2390'
 GB2390'STATION MARK IS ON A WOODED RIDGE ABOUT 10 YARDS W OF CREST, ABOUT
 GB2390'0.1 MILE NNE OF ABANDONED HOUSE THAT STANDS ON THE W SIDE OF
 GB2390'SETTLEMENT ROAD, 22 PACES E OF SETTLEMENT ROAD, 27 FEET E OF RAIL
 GB2390'FENCE, 21.7 FEET ESE OF A 20-INCH OAK, WITH TRIANGULAR BLAZE, 10
 GB2390'FEET S OF A 4-INCH OAK, AND 10 FEET W OF A 6-INCH TWIN POPLAR TREE.
 GB2390'
 GB2390'REFERENCE MARK NO. 1 IS S OF STATION, 10 YARDS N OF RAIL FENCE, AND 5
 GB2390'YARDS E OF RAIL FENCE.  MARK PROJECTS 10 INCHES.
 GB2390'
 GB2390'REFERENCE MARK NO. 2 IS E OF STATION, AND 4 YARDS SE OF A 2-INCH OAK.
 GB2390'
 GB2390'AZIMUTH MARK IS SSW OF STATION, 2-1/2 YARDS W OF CENTER LINE OF
 GB2390'SETTLEMENT ROAD, AND 20 YARDS NE OF ABANDONED HOUSE.  MARK
 GB2390'PROJECTS 6 INCHES.
 GB2390'
 GB2390'TO REACH FROM THE COURTHOUSE IN SPARTA GO NE ON ROUTE 84 FOR 7.4
 GB2390'MILES TO BRIDGE OVER PLUM CREEK.  CONTINUE ON HIGHWAY 84 FOR 1.2
 GB2390'MILES TO A GRAVEL T-ROAD TO THE LEFT.  TURN LEFT AND FOLLOW MAIN
 GB2390'GRAVEL ROAD 1.7 MILES TO A T-ROAD LEFT, AT TOP OF GRADE.  TURN LEFT
 GB2390'AND FOLLOW MOUNTAIN ROAD FOR 0.3 MILE TO A Y.  BEAR LEFT AND GO 1.5
 GB2390'MILES TO A POINT WHERE ROAD ENTERS WOODS, A TRIPLE NOTCHED
 GB2390'12-INCH OAK ON THE LEFT, AND STATION ON THE RIGHT.
 GB2390'
 GB2390'LINE TO AZIMUTH MARK WILL REQUIRE A LIGHT AMOUNT OF CLEARING.
 GB2390'
 GB2390'A 77-FOOT TOWER REQUIRED.
 GB2390
 GB2390                          STATION RECOVERY (1974)
 GB2390
 GB2390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JC)
 GB2390'WEAVER RECOVERED IN GOOD CONDITION.
 GB2390'
 GB2390'WEAVER 1935 FOUND STAMPED ON THE POINT.
 GB2390'
 GB2390'REFERENCE MARK 1-TOP BROKEN OFF.
 GB2390'AZIMUTH MARK-FOUND DISTURBED.  MONUMENT BROKEN.  UPPER HALF OF
 GB2390'MONUMENT WAS RESET FLUSH WITH GROUND AT SAME HORIZONTAL POSITION
 GB2390'AND RESET 1974 ADDED TO THE STAMPING.  PLANE AZIMUTH FROM STATION
 GB2390'TO AZIMUTH MARK WAS DETERMINED (BY POLARIS OBSERVATION) TO BE
 GB2390'23 DEG 35 MIN 52 SEC (THIRD-ORDER).
 GB2390'
 GB2390'DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/4 MILES NNE OF
 GB2390'SPARTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2025 ***********************************************************************
 FF2025  CBN         -  This is a Cooperative Base Network Control Station.
 FF2025  DESIGNATION -  WEAVER 2
 FF2025  PID         -  FF2025
 FF2025  STATE/COUNTY-  TN/SHELBY
 FF2025  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2025
 FF2025                         *CURRENT SURVEY CONTROL
 FF2025  ___________________________________________________________________
 FF2025* NAD 83(1995)-  35 02 24.95235(N)    090 07 35.79210(W)     ADJUSTED  
 FF2025* NAVD 88     -       101.2    (meters)     332.     (feet)  VERTCON   
 FF2025  ___________________________________________________________________
 FF2025  X           -     -11,552.356 (meters)                     COMP
 FF2025  Y           -  -5,227,911.155 (meters)                     COMP
 FF2025  Z           -   3,641,567.591 (meters)                     COMP
 FF2025  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FF2025  ELLIP HEIGHT-          73.92  (meters)          (04/12/99) GPS OBS
 FF2025  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF2025
 FF2025  HORZ ORDER  -  B
 FF2025  ELLP ORDER  -  FOURTH    CLASS I
 FF2025
 FF2025.The horizontal coordinates were established by GPS observations
 FF2025.and adjusted by the National Geodetic Survey in April 1999..
 FF2025
 FF2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF2025
 FF2025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2025
 FF2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2025
 FF2025.The ellipsoidal height was determined by GPS observations
 FF2025.and is referenced to NAD 83.
 FF2025
 FF2025.The geoid height was determined by GEOID03.
 FF2025
 FF2025;                    North         East     Units Scale Factor Converg.
 FF2025;SPC TN       -    86,372.624   223,569.189   MT  1.00004363   -2 24 57.2
 FF2025;SPC TN       -   283,374.18    733,493.25   sFT  1.00004363   -2 24 57.2
 FF2025;SPC MS W     -   614,359.429   718,861.316   MT  0.99995438   +0 07 07.3
 FF2025;SPC MS W     - 2,015,610.89  2,358,464.17   sFT  0.99995438   +0 07 07.3
 FF2025;UTM  15      - 3,881,283.717   762,110.921   MT  1.00044681   +1 39 02.5
 FF2025
 FF2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2025!SPC TN       -   0.99998840  x   1.00004363  =   1.00003203
 FF2025!SPC MS W     -   0.99998840  x   0.99995438  =   0.99994278
 FF2025!UTM  15      -   0.99998840  x   1.00044681  =   1.00043520
 FF2025
 FF2025:                Primary Azimuth Mark                     Grid Az
 FF2025:SPC TN       -  US ENGINEERS RADIO MAST                  017 20 59.7
 FF2025:SPC MS W     -  US ENGINEERS RADIO MAST                  014 48 55.2
 FF2025:UTM  15      -  US ENGINEERS RADIO MAST                  013 17 00.0
 FF2025
 FF2025|---------------------------------------------------------------------|
 FF2025| PID    Reference Object                     Distance      Geod. Az  |
 FF2025|                                                           dddmmss.s |
 FF2025| FF1970 US ENGINEERS RADIO MAST             APPROX.10.5 KM 0145602.5 |
 FF2025| FF1968 RADIO STATION KWEM MAST             APPROX.10.8 KM 0160441.8 |
 FF2025| CI4918 WEAVER 2 AZ MK                                     0243423.0 |
 FF2025| EG1860 HOLMES                              APPROX.16.5 KM 1092238.6 |
 FF2025| FF2010 WHITE HAVEN DISTRIBUTN CTR TK       APPROX. 9.2 KM 1165432.0 |
 FF2025| CI4919 WEAVER 2 RM 3                        34.493 METERS 15832     |
 FF2025| CI4920 WEAVER 2 RM 4                        39.119 METERS 23003     |
 FF2025| FF2024 WEAVER                               22.384 METERS 26052     |
 FF2025|---------------------------------------------------------------------|
 FF2025
 FF2025                          SUPERSEDED SURVEY CONTROL
 FF2025
 FF2025  NAD 83(1995)-  35 02 24.95094(N)    090 07 35.79061(W) AD(       ) B
 FF2025  ELLIP H (09/07/90)   73.93   (m)                       GP(       ) 4 1
 FF2025  NAD 83(1986)-  35 02 24.96295(N)    090 07 35.79352(W) AD(       ) 2
 FF2025  NAD 27      -  35 02 24.62600(N)    090 07 35.45300(W) AD(       ) 2
 FF2025  NGVD 29 (09/07/90)  101.1    (m)          332.     (f) GPS OBS        
 FF2025
 FF2025.Superseded values are not recommended for survey control.
 FF2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2025.See file dsdata.txt to determine how the superseded data were derived.
 FF2025
 FF2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6211181284(NAD 83)
 FF2025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2025+STABILITY: SURFACE MOTION
 FF2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2025+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FF2025
 FF2025  HISTORY     - Date     Condition        Report By
 FF2025  HISTORY     - 1956     MONUMENTED       CGS
 FF2025  HISTORY     - 1959     GOOD             CGS
 FF2025  HISTORY     - 1984     GOOD             NGS
 FF2025  HISTORY     - 1987     GOOD             AEROS
 FF2025  HISTORY     - 20010509 MARK NOT FOUND   CGS
 FF2025
 FF2025                          STATION DESCRIPTION
 FF2025
 FF2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 FF2025'THE STATION IS ABOUT 8 MILES (AIRLINE) SOUTHWEST OF DOWNTOWN
 FF2025'MEMPHIS, ABOUT 3-1/2 MILES EAST OF THE MISSISSIPPI RIVER,
 FF2025'ABOUT 3-1/4 MILES NORTH OF THE MISSISSIPPI-TENNESSEE STATE
 FF2025'LINE, AND ABOUT 1/4 MILE SOUTHWEST OF THE BOX TOWN SCHOOL,
 FF2025'IN THE NORTHWEST QUARTER OF SECTION 2, T 1 S, R 9 W.  THE
 FF2025'STATION IS ON THE PROPERTY OF MRS. ADA THORNTON.
 FF2025'
 FF2025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 FF2025'AND WHITE CAP ROAD IN WHITE HAVEN, GO WEST ON WHITE CAP
 FF2025'RD. FOR 3.7 MILES TO THE CROSS ROAD INTERSECTION OF U.S.
 FF2025'HIGHWAY 61 AND WHITE CAP RD., CROSS THE HIGHWAY AND CONTINUE
 FF2025'WEST ON WHITE CAP RD. FOR 2.3 MILES TO SEWANEE RD., TURN
 FF2025'RIGHT, BLACK TOP ROAD, GO NORTH ON SEWANEE RD. FOR 1.4 MILES
 FF2025'TO BEACON RD., ON LEFT, TURN LEFT, ON BEACON RD., GRAVELED
 FF2025'ROAD, GO 0.1 MILE TO TOP OF HILL AND DRIVE-WAY ON RIGHT,
 FF2025'TURN RIGHT, ONTO DRIVE-WAY, GO 0.05 MILE TO THE HOME OF
 FF2025'MRS. ADA THORNTON AND THE STATION IN THE LAWN EAST OF HOUSE.
 FF2025'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BEACON RD.
 FF2025'AND SEWANEE RD., GO NORTH ON SEWANEE RD. FOR 0.2 MILE TO
 FF2025'WHERE A HIGH TENSION LINE CROSSES OVER THE ROAD, TURN
 FF2025'LEFT, WEST, AND FOLLOW ALONG HIGH TENSION LINE FOR ABOUT
 FF2025'0.1 MILE TO TWIN POLES AND THE AZIMUTH MARK.
 FF2025'
 FF2025'STATION MARKS, ARE STANDARD DISKS, STAMPED WEAVER 2 1956,
 FF2025'THE SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE
 FF2025'POST WHICH IS SET FLUSH WITH THE GROUND.  IT IS 41 FEET
 FF2025'SOUTHEAST OF THE NORTHEAST CORNER OF PORCH, 31 FEET EAST
 FF2025'OF THE SOUTHEAST CORNER OF PORCH, 39 FEET NORTHEAST OF A
 FF2025'POWER LINE POLE, WITH TRANSFORMER, AND 19 FEET NORTH OF
 FF2025'THE SOUTH FENCE AROUND HOUSE.  THE UNDERGROUND STATION MARK
 FF2025'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 FF2025'GROUND.
 FF2025'
 FF2025'REFERENCE MARK 3, A STANDARD DISK, STAMPED WEAVER 2 NO 3
 FF2025'1956, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FF2025'INCHES ABOVE GROUND.  IT IS 86 FEET EAST SOUTHEAST OF THE
 FF2025'SOUTHEAST CORNER OF A CONCRETE BASE WHICH IS THE REMAINS
 FF2025'OF AN AIRWAY BEACON, 85 FEET SOUTH OF THE SOUTHEAST CORNER
 FF2025'OF FENCE AROUND HOUSE, AND 1 FOOT FROM TELEPHONE POLE.
 FF2025'
 FF2025'REFERENCE MARK 4, A STANDARD DISK, STAMPED WEAVER 2 NO 4
 FF2025'1956, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FF2025'INCHES ABOVE GROUND.  IT IS 65 FEET SOUTH OF THE SOUTHWEST
 FF2025'CORNER OF FENCE AROUND HOUSE, 48 FEET WEST OF THE SOUTHWEST
 FF2025'CORNER OF CONCRETE BASE WHICH IS THE REMAINS OF AN AIRWAY
 FF2025'BEACON, AND 1 FOOT EAST OF THE GARDEN FENCE.
 FF2025'
 FF2025'AZIMUTH MARK, A STANDARD DISK, STAMPED WEAVER 2 1956, IS
 FF2025'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FF2025'GROUND.  IT IS ABOUT MID-WAY BETWEEN TWIN HIGH TENSION LINE
 FF2025'POLES, 85 FEET EAST OF THE CENTER OF MICKSNOTON RD., 46
 FF2025'FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, WITH HOUSE
 FF2025'NUMBER 3810, AND 2 FEET NORTH OF A STANDARD WITNESS POST.
 FF2025'
 FF2025'NOTE- A 90 FT. TOWER WAS USED.
 FF2025'
 FF2025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FF2025
 FF2025                          STATION RECOVERY (1959)
 FF2025
 FF2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FF2025'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 FF2025'AND AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FF2025
 FF2025                          STATION RECOVERY (1984)
 FF2025
 FF2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 FF2025'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 FF2025'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE MARK 5 WAS
 FF2025'SET AT THIS TIME AND POSITIONED AS THE NEW AZIMUTH MARK.
 FF2025'
 FF2025'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI), AIRLINE, SOUTHWEST OF
 FF2025'DOWNTOWN MEMPHIS, 5.6 KM (3.5 MI) EAST OF THE MISSISSIPPI RIVER, AND
 FF2025'4.8 KM (3 MI) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE.
 FF2025'OWNERSHIP--MS. PEARLINE THORTON, 1880 BACON ROAD, MEMPHIS, TN.
 FF2025'
 FF2025'TO REACH THE STATION FROM POST OFFICE IN WALLS, MS, GO NORTHEAST ON
 FF2025'U.S. ROUTE 61 FOR 4.5 KM (2.8 MI) TO STATELINE ROAD ON THE RIGHT.
 FF2025'CONTINUE NORTH ON ROUTE 61 FOR 3.1 KM (1.9 MI) TO FIRE STATION 45 ON
 FF2025'THE LEFT.  CONTINUE NORTH ON ROUTE 61 FOR 0.5 KM (0.3 MI) TO A
 FF2025'SLANTED CROSSROAD.  TURN LEFT ON WEAVER ROAD AND GO 2.7 KM (1.65 MI)
 FF2025'TO A CROSSROAD AT A FLASHING LIGHT.  TURN LEFT ON RAINES ROAD AND GO
 FF2025'2.3 KM (1.4 MI) TO A T-ROAD.  TURN RIGHT ON SEWANEE ROAD AND GO 0.4
 FF2025'KM (0.25 MI) TO A PAVED ROAD LEFT.  (TO REACH REFERENCE MARK 5,
 FF2025'CONTINUE AHEAD ON SEWANEE ROAD FOR 0.2 KM (0.1 MI) TO THE MARK ON THE
 FF2025'RIGHT).  TURN LEFT ON BACON ROAD AND GO 0.2 KM (0.1 MI) TO THE TOP OF
 FF2025'THE GRADE AND A DIRT DRIVEWAY ON THE LEFT.  TURN LEFT INTO THE
 FF2025'DRIVEWAY AND GO 61 METERS (200 FEET) TO THE STATION IN THE YARD.  DO
 FF2025'NOT DRIVE INTO THE YARD.
 FF2025'
 FF2025'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 FF2025'STAMPED ---WEAVER 2 1956--- SET INTO THE TOP OF A SQUARE CONCRETE
 FF2025'MONUMENT 30 CM (11.8 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 FF2025'11.8 METERS (38.7 FEET) NE FROM A UTILITY POLE WITH A TRANSFORMER,
 FF2025'9.4 METERS (30.8 FEET) E FROM THE SOUTHEAST CORNER OF THE FRONT
 FF2025'PORCH, AND 8.1 METERS (26.6 FEET) W FROM A LONE 25 CM TREE.
 FF2025'
 FF2025'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 FF2025'NOS) DISK STAMPED---WEAVER 2 NO 4 1956--- SET INTO THE TOP OF A
 FF2025'SQUARE CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE PROJECTING 12 CM
 FF2025'(4.7 INCHES) ABOVE THE GROUND LOCATED 27.45 METERS (90.1 FEET) SW
 FF2025'FROM A UTILITY POLE WITH A TRANSFORMER, 21.40 METERS (70.2 FEET) S
 FF2025'FROM THE SOUTHWEST CORNER OF AN OUT BUILDING IN THE SOUTHWEST CORNER
 FF2025'OF THE YARD, 12.19 METERS (40.0 FEET) SSW FROM THE APPARENT
 FF2025'CENTERLINE OF A TRACK ROAD, AND 0.5 METER (2 FEET) LOWER THAN THE
 FF2025'STATION.
 FF2025'
 FF2025'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 FF2025'NOS) DISK STAMPED---WEAVER 2 NO 3 1956--- SET INTO THE TOP OF A
 FF2025'SQUARE CONCRETE MONUMENT 30 CM (11.8 INCHES) ON SIDE PROJECTING 10 CM
 FF2025'(3.9 INCHES) ABOVE THE GROUND LOCATED 9.5 METERS (31.2 FEET) S FROM A
 FF2025'0.45 M MAPLE TREE, 3.2 METERS (10.5 FEET) E FROM THE APPARENT
 FF2025'CENTERLINE OF THE DRIVEWAY, 0.33 METER (1.1 FEET) W FROM A UTILITY
 FF2025'POLE, AND 1.0 METER (3 FEET) LOWER THAN THE STATION.
 FF2025'
 FF2025'REFERENCE MARK NO. 5 IS A DISK STAMPED---WEAVER 2 1956 NO 5 1984---
 FF2025'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM (9.1 INCHES) ON
 FF2025'SIDE FLUSH WITH THE GROUND LOCATED 21.27 METERS (69.8 FEET) N FROM
 FF2025'THE CENTER OF A TELEPHONE POLE NO. 173161, 12.10 METERS (39.7 FEET) E
 FF2025'FROM THE APPARENT CENTERLINE OF SEWANEE ST, 1.26 METERS (4.1 FEET)
 FF2025'WNW FROM AN ORANGE WITNESS POST, 1.19 METERS (3.9 FEET) SW FROM THE
 FF2025'EDGE OF THE PAVEMENT OF A SCHOOL DRIVEWAY, AND 9.5 METERS (31 FEET)
 FF2025'LOWER THAN THE STATION.
 FF2025'
 FF2025'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 FF2025'MISSISSIPPI, MAY-JUNE 1984.  AN EDM TRAVERSE WAS MADE TO RM 5.
 FF2025
 FF2025                          STATION RECOVERY (1987)
 FF2025
 FF2025'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FF2025'THE STATION WAS RECOVERED AT THIS DATE.
 FF2025'THE STATION WAS RECOVERED AS DESCRIBED BY M.A.R. IN 1956.
 FF2025
 FF2025                          STATION RECOVERY (2001)
 FF2025
 FF2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2001 (JMH)
 FF2025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1771 ***********************************************************************
 FF1771  DESIGNATION -  WEAVER 2 RM 5
 FF1771  PID         -  FF1771
 FF1771  STATE/COUNTY-  TN/SHELBY
 FF1771  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1771
 FF1771                         *CURRENT SURVEY CONTROL
 FF1771  ___________________________________________________________________
 FF1771* NAD 83(1995)-  35 02 27.59501(N)    090 07 26.98163(W)     ADJUSTED  
 FF1771* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 FF1771  ___________________________________________________________________
 FF1771  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FF1771  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF1771
 FF1771  HORZ ORDER  -  SECOND
 FF1771
 FF1771.The horizontal coordinates were established by classical geodetic methods
 FF1771.and adjusted by the National Geodetic Survey in April 1999..
 FF1771.No horizontal observational check was made to the station.
 FF1771
 FF1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1771
 FF1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1771
 FF1771.The geoid height was determined by GEOID03.
 FF1771
 FF1771;                    North         East     Units Scale Factor Converg.
 FF1771;SPC TN       -    86,444.584   223,795.736   MT  1.00004345   -2 24 52.0
 FF1771;SPC TN       -   283,610.27    734,236.51   sFT  1.00004345   -2 24 52.0
 FF1771;SPC MS W     -   614,441.330   719,084.439   MT  0.99995449   +0 07 12.4
 FF1771;SPC MS W     - 2,015,879.60  2,359,196.20   sFT  0.99995449   +0 07 12.4
 FF1771;UTM  15      - 3,881,371.597   762,331.884   MT  1.00044823   +1 39 07.7
 FF1771
 FF1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1771!SPC TN       -   0.99998991  x   1.00004345  =   1.00003336
 FF1771!SPC MS W     -   0.99998991  x   0.99995449  =   0.99994440
 FF1771!UTM  15      -   0.99998991  x   1.00044823  =   1.00043813
 FF1771
 FF1771                          SUPERSEDED SURVEY CONTROL
 FF1771
 FF1771  NAD 83(1995)-  35 02 27.59348(N)    090 07 26.98056(W) AD(       ) 2
 FF1771  NAD 83(1995)-  35 02 27.59357(N)    090 07 26.98002(W) AD(       ) 2
 FF1771  NAD 83(1986)-  35 02 27.60560(N)    090 07 26.98292(W) AD(       ) 2
 FF1771  NAD 27      -  35 02 27.26871(N)    090 07 26.64266(W) AD(       ) 2
 FF1771  NGVD 29 (07/12/88)   92.     (m)          302.     (f) VERT ANG       
 FF1771
 FF1771.Superseded values are not recommended for survey control.
 FF1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1771.See file dsdata.txt to determine how the superseded data were derived.
 FF1771
 FF1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6233281372(NAD 83)
 FF1771_MARKER: DD = SURVEY DISK
 FF1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FF1771_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1771+STABILITY: SURFACE MOTION
 FF1771
 FF1771  HISTORY     - Date     Condition        Report By
 FF1771  HISTORY     - 1984     MONUMENTED       NGS
 FF1771
 FF1771                          STATION DESCRIPTION
 FF1771
 FF1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 FF1771'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, MS, GO NORTHEAST
 FF1771'ON U.S. ROUTE 61 FOR 4.5 KM (2.8 MI) TO STATELINE ROAD ON THE RIGHT.
 FF1771'CONTINUE NORTH ON ROUTE 61 FOR 3.1 KM (1.9 MI) TO FIRE STATION 45 ON
 FF1771'THE LEFT.  CONTINUE NORTH ON ROUTE 61 FOR 0.5 KM (0.3 MI) TO A
 FF1771'SLANTED CROSSROAD.  TURN LEFT ON WEAVER ROAD AND 2.7 KM (1.65 MI) TO
 FF1771'A CROSSROAD AT A FLASHING LIGHT.  TURN LEFT ON RAINES ROAD AND GO 2.3
 FF1771'KM (1.4 MI) TO A T-ROAD.  TURN RIGHT ON SEWANEE ROAD AND GO 0.4 KM
 FF1771'(0.25 MI) TO A PAVED ROAD LEFT.  CONTINUE AHEAD ON SEWANEE ROAD FOR
 FF1771'0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 FF1771'
 FF1771'OWNERSHIP--WHITES CHAPEL SCHOOL, 3966 SEWANEE ROAD, MEMPHIS, TN,
 FF1771'TELEPHONE (901) 785-3210.
 FF1771'
 FF1771'STATION IS LOCATED 21.27 M (69.8 FEET) NORTH FROM THE CENTER OF A
 FF1771'TELEPHONE POLE 173161, 12.10 M (39.7 FEET) EAST FROM THE APPARENT
 FF1771'CENTERLINE OF SEWANEE ST, 1.26 M (4.1 FEET) WEST-NORTHWEST FROM AN
 FF1771'ORANGE WITNESS POST, AND 1.19 M (3.9 FEET) SOUTHWEST FROM THE EDGE OF
 FF1771'THE PAVEMENT OF A SCHOOL DRIVEWAY.
 FF1771'
 FF1771'MACROMETER PGS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 FF1771'MISSISSIPPI, MAY-JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2100 ***********************************************************************
 GC2100  DESIGNATION -  WEBB
 GC2100  PID         -  GC2100
 GC2100  STATE/COUNTY-  TN/SUMNER
 GC2100  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC2100
 GC2100                         *CURRENT SURVEY CONTROL
 GC2100  ___________________________________________________________________
 GC2100* NAD 83(1995)-  36 31 18.45223(N)    086 24 26.42037(W)     ADJUSTED  
 GC2100* NAVD 88     -       291.85   (+/-2cm)     957.5    (feet)  VERTCON   
 GC2100  ___________________________________________________________________
 GC2100  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GC2100  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2100
 GC2100  HORZ ORDER  -  FIRST
 GC2100  VERT ORDER  -  THIRD ? (See Below)
 GC2100
 GC2100.The horizontal coordinates were established by classical geodetic methods
 GC2100.and adjusted by the National Geodetic Survey in April 1999..
 GC2100
 GC2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2100.The vertical order pertains to the NGVD 29 superseded value.
 GC2100
 GC2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2100
 GC2100.The geoid height was determined by GEOID03.
 GC2100
 GC2100;                    North         East     Units Scale Factor Converg.
 GC2100;SPC TN       -   242,890.264   563,515.644   MT  1.00002033   -0 14 18.5
 GC2100;SPC TN       -   796,882.47  1,848,800.91   sFT  1.00002033   -0 14 18.5
 GC2100;UTM  16      - 4,041,988.697   553,061.315   MT  0.99963469   +0 21 09.8
 GC2100
 GC2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2100!SPC TN       -   0.99995882  x   1.00002033  =   0.99997915
 GC2100!UTM  16      -   0.99995882  x   0.99963469  =   0.99959352
 GC2100
 GC2100|---------------------------------------------------------------------|
 GC2100| PID    Reference Object                     Distance      Geod. Az  |
 GC2100|                                                           dddmmss.s |
 GC2100| CG7766 WEBB RM 1                            22.138 METERS 00838     |
 GC2100| CG7767 WEBB RM 2                            25.128 METERS 10802     |
 GC2100| CG7765 WEBB AZ MK                                         1265652.4 |
 GC2100|---------------------------------------------------------------------|
 GC2100
 GC2100                          SUPERSEDED SURVEY CONTROL
 GC2100
 GC2100  NAD 83(1995)-  36 31 18.45280(N)    086 24 26.42078(W) AD(       ) 1
 GC2100  NAD 83(1995)-  36 31 18.46019(N)    086 24 26.42398(W) AD(       ) 1
 GC2100  NAD 83(1986)-  36 31 18.46171(N)    086 24 26.42406(W) AD(       ) 1
 GC2100  NAD 27      -  36 31 18.30800(N)    086 24 26.45000(W) AD(       ) 1
 GC2100  NGVD 29 (07/19/86)  291.93   (m)          957.8    (f) LEVELING    3  
 GC2100
 GC2100.Superseded values are not recommended for survey control.
 GC2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2100.See file dsdata.txt to determine how the superseded data were derived.
 GC2100
 GC2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5306141989(NAD 83)
 GC2100_MARKER: DS = TRIANGULATION STATION DISK
 GC2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2100
 GC2100  HISTORY     - Date     Condition        Report By
 GC2100  HISTORY     - 1933     MONUMENTED       CGS
 GC2100  HISTORY     - 1950     GOOD             CGS
 GC2100
 GC2100                          STATION DESCRIPTION
 GC2100
 GC2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2100'ABOUT 10-1/2 MILES NORTH BY EAST OF GALLATIN, 7-1/2 MILES SOUTHEAST
 GC2100'OF PORTLAND, ON WATERSHED BETWEEN BARREN AND CUMBERLAND
 GC2100'RIVERS, ON WOOD LOT OWNED BY W. D. WEBB, ABOUT 350 METERS (1,148
 GC2100'FEET) WEST BY NORTH OF MR. WEBBS HOUSE, 125 FEET WEST OF RAIL FENCE,
 GC2100'40 FEET SOUTHEAST OF BLAZED 24-INCH DEAD CHESTNUT TREE, AND 35 FEET
 GC2100'NORTH OF VERY LARGE STUMP.  TO REACH FROM FRANKLIN, KY., FOLLOW U.S.
 GC2100'ROUTE 31W SOUTH 7 MILES TO MITCHELLVILLE, TURN EAST ONTO STATE ROUTE
 GC2100'109, GO 4.6 MILES TO JUNCTION WITH STATE ROUTE 52 IN PORTLAND,
 GC2100'BEAR LEFT, PROCEED 1/2 MILE, CONTINUE STRAIGHT AHEAD 2-1/4 MILES ON
 GC2100'STATE ROUTE 109 TO CROSSROADS, TURN LEFT, GO 1.7 MILES TO CROSSROAD,
 GC2100'TURN RIGHT, GO 3.1 MILES TO DOBBINE PIKE, TURN RIGHT ONTO PIKE, GO
 GC2100'1.2 MILES, TURN LEFT ONTO DIRT ROAD, GO 1.1 MILES TO JOG TO LEFT, AND
 GC2100'CONTINUE STRAIGHT AHEAD 0.3 MILE ON WOODS ROAD TO TOP OF HILL AND
 GC2100'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 GC2100'STATION MARKS IN CONCRETE.  UPPER MARK PROJECTS 1
 GC2100'INCH ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC2100'REFERENCE DISKS SET IN CONCRETE CYLINDERS.  NO. 1, PROJECTING 4 INCHES
 GC2100'ABOVE GROUND, IS 45 FEET SOUTH OF VERY LARGE CHESTNUT TREE AND 72.63
 GC2100'FEET FROM STATION, N 8 DEG 38 MIN E.  NO. 2, PROJECTING 5
 GC2100'INCHES ABOVE GROUND, IS 45 FEET WEST OF RAIL FENCE AND 82.44 FEET
 GC2100'FROM STATION, S 71 DEG 58 MIN E.  AZIMUTH MARK, PROJECTING 6
 GC2100'INCHES ABOVE GROUND, IS IN FENCE LINE, ON SOUTH SIDE OF ROAD,
 GC2100'NORTH OF MR. WEBBS HOUSE, AND APPROXIMATELY 0.3 MILE FROM STATION,
 GC2100'S 53 DEG 03 MIN 07 SEC E.
 GC2100
 GC2100                          STATION RECOVERY (1950)
 GC2100
 GC2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 GC2100'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED AND
 GC2100'FOUND TO BE IN GOOD CONDITION.
 GC2100'
 GC2100'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2466 ***********************************************************************
 GB2466  DESIGNATION -  WEBBTOWN
 GB2466  PID         -  GB2466
 GB2466  STATE/COUNTY-  TN/MACON
 GB2466  USGS QUAD   -  GALEN (1982)
 GB2466
 GB2466                         *CURRENT SURVEY CONTROL
 GB2466  ___________________________________________________________________
 GB2466* NAD 83(1995)-  36 30 06.80777(N)    085 57 30.88070(W)     ADJUSTED  
 GB2466* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GB2466  ___________________________________________________________________
 GB2466  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GB2466  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB2466
 GB2466  HORZ ORDER  -  THIRD
 GB2466
 GB2466.The horizontal coordinates were established by classical geodetic methods
 GB2466.and adjusted by the National Geodetic Survey in April 1999..
 GB2466
 GB2466.The orthometric height was scaled from a topographic map.
 GB2466
 GB2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2466
 GB2466.The geoid height was determined by GEOID03.
 GB2466
 GB2466;                    North         East     Units Scale Factor Converg.
 GB2466;SPC TN       -   240,606.672   603,711.015   MT  1.00001623   +0 01 27.3
 GB2466;SPC TN       -   789,390.39  1,980,675.22   sFT  1.00001623   +0 01 27.3
 GB2466;UTM  16      - 4,040,122.068   593,264.072   MT  0.99970716   +0 37 10.3
 GB2466
 GB2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2466!SPC TN       -   0.99995636  x   1.00001623  =   0.99997259
 GB2466!UTM  16      -   0.99995636  x   0.99970716  =   0.99966353
 GB2466
 GB2466:                Primary Azimuth Mark                     Grid Az
 GB2466:SPC TN       -  WEBBTOWN AZ MK                           006 34 37.0
 GB2466:UTM  16      -  WEBBTOWN AZ MK                           005 58 54.0
 GB2466
 GB2466|---------------------------------------------------------------------|
 GB2466| PID    Reference Object                     Distance      Geod. Az  |
 GB2466|                                                           dddmmss.s |
 GB2466| CG7768 WEBBTOWN AZ MK                                     0063604.3 |
 GB2466| CG7769 WEBBTOWN RM 1                        21.821 METERS 10432     |
 GB2466| CG7770 WEBBTOWN RM 2                        22.131 METERS 18413     |
 GB2466| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX. 6.4 KM 2953205.3 |
 GB2466|---------------------------------------------------------------------|
 GB2466
 GB2466                          SUPERSEDED SURVEY CONTROL
 GB2466
 GB2466  NAD 83(1995)-  36 30 06.80794(N)    085 57 30.88078(W) AD(       ) 3
 GB2466  NAD 83(1995)-  36 30 06.81691(N)    085 57 30.88628(W) AD(       ) 3
 GB2466  NAD 83(1986)-  36 30 06.81826(N)    085 57 30.88460(W) AD(       ) 3
 GB2466  NAD 27      -  36 30 06.64000(N)    085 57 30.95700(W) AD(       ) 3
 GB2466
 GB2466.Superseded values are not recommended for survey control.
 GB2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2466.See file dsdata.txt to determine how the superseded data were derived.
 GB2466
 GB2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9326440122(NAD 83)
 GB2466_MARKER: DS = TRIANGULATION STATION DISK
 GB2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2466
 GB2466  HISTORY     - Date     Condition        Report By
 GB2466  HISTORY     - 1950     MONUMENTED       CGS
 GB2466
 GB2466                          STATION DESCRIPTION
 GB2466
 GB2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2466'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF RED BOILING SPRINGS AND
 GB2466'5 MILES EAST OF LAFAYETTE. IT IS 179 FEET NORTH OF THE
 GB2466'INTERSECTION OF STATE HIGHWAY 52 AND GRAVEL T ROAD NORTH, 167 FEET
 GB2466'NORTH OF CENTER OF HIGHWAY 52 AND 31 FEET EAST OF CENTER OF A
 GB2466'GRAVEL ROAD. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2466'STAMPED WEBBTOWN 1950.
 GB2466'
 GB2466'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE NORTHEAST CORNER OF A
 GB2466'CONCRETE BLOCK BUILDING. THE MARK IS FLUSH WITH THE GROUND AND THE
 GB2466'DISK IS STAMPED WEBBTOWN NO. 1 1950.
 GB2466'
 GB2466'REFERENCE MARK NO. 2 IS 95 FEET NORTH OF CENTER OF HIGHWAY AND 29
 GB2466'FEET EAST OF CENTER OF GRAVEL ROAD. THE MARK IS FLUSH WITH THE
 GB2466'GROUND AND THE DISK IS STAMPED WEBBTOWN NO. 2 1950.
 GB2466'
 GB2466'AZIMUTH MARK IS 47 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 24 FEET
 GB2466'EAST OF CENTER OF A GRAVEL ROAD, 7 FEET NORTH OF CENTER OF A
 GB2466'PRIVATE DRIVEWAY AND 7 FEET EAST OF A SMALL CEDAR TREE. THE MARK IS
 GB2466'FLUSH WITH THE GROUND AND THE DISK IS STAMPED WEBBTOWN 1950.
 GB2466'
 GB2466'TO REACH STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 GB2466'IN LAFAYETTE, GO EAST ON STATE HIGHWAY 52
 GB2466'FOR 4.6 MILES TO A GRAVEL T ROAD LEFT, TURN LEFT AND GO NORTH ON
 GB2466'GRAVEL ROAD FOR 0.05 MILE TO THE STATION ON RIGHT AS DESCRIBED.
 GB2466'
 GB2466'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON GRAVEL ROAD FOR 0.5
 GB2466'MILE TO THE AZIMUTH MARK ON RIGHT NEAR CEDAR TREE AS DESCRIBED.
 GB2466'
 GB2466'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2561 ***********************************************************************
 GB2561  DESIGNATION -  WEBER
 GB2561  PID         -  GB2561
 GB2561  STATE/COUNTY-  TN/ANDERSON
 GB2561  USGS QUAD   -  LAKE CITY (1973)
 GB2561
 GB2561                         *CURRENT SURVEY CONTROL
 GB2561  ___________________________________________________________________
 GB2561* NAD 83(1995)-  36 07 47.44335(N)    084 08 42.83805(W)     ADJUSTED  
 GB2561* NAVD 88     -       334.1    (meters)    1096.     (feet)  VERTCON   
 GB2561  ___________________________________________________________________
 GB2561  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 GB2561  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB2561
 GB2561  HORZ ORDER  -  SECOND
 GB2561
 GB2561.The horizontal coordinates were established by classical geodetic methods
 GB2561.and adjusted by the National Geodetic Survey in April 1999..
 GB2561
 GB2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2561
 GB2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2561
 GB2561.The geoid height was determined by GEOID03.
 GB2561
 GB2561;                    North         East     Units Scale Factor Converg.
 GB2561;SPC TN       -   200,904.454   766,941.689   MT  0.99996168   +1 05 09.1
 GB2561;SPC TN       -   659,134.03  2,516,207.86   sFT  0.99996168   +1 05 09.1
 GB2561;UTM  16      - 4,002,125.797   756,903.607   MT  1.00041329   +1 41 02.9
 GB2561
 GB2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2561!SPC TN       -   0.99995235  x   0.99996168  =   0.99991403
 GB2561!UTM  16      -   0.99995235  x   1.00041329  =   1.00036562
 GB2561
 GB2561|---------------------------------------------------------------------|
 GB2561| PID    Reference Object                     Distance      Geod. Az  |
 GB2561|                                                           dddmmss.s |
 GB2561| DC2752 WEBER RM 1                           27.363 METERS 04030     |
 GB2561| DC2751 WEBER AZ MK                                        0543622.1 |
 GB2561| GB0841 JOHNS                               APPROX. 1.8 KM 1371907.0 |
 GB2561| DC2753 WEBER RM 2                           19.881 METERS 23113     |
 GB2561|---------------------------------------------------------------------|
 GB2561
 GB2561                          SUPERSEDED SURVEY CONTROL
 GB2561
 GB2561  NAD 83(1995)-  36 07 47.44713(N)    084 08 42.84085(W) AD(       ) 2
 GB2561  NAD 83(1995)-  36 07 47.44728(N)    084 08 42.84032(W) AD(       ) 2
 GB2561  NAD 83(1986)-  36 07 47.45453(N)    084 08 42.83684(W) AD(       ) 2
 GB2561  NAD 27      -  36 07 47.17417(N)    084 08 43.12784(W) AD(       ) 2
 GB2561  NGVD 29 (07/19/86)  334.2    (m)         1096.     (f) VERT ANG       
 GB2561
 GB2561.Superseded values are not recommended for survey control.
 GB2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2561.See file dsdata.txt to determine how the superseded data were derived.
 GB2561
 GB2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5690402126(NAD 83)
 GB2561_MARKER: DD = SURVEY DISK
 GB2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2561
 GB2561  HISTORY     - Date     Condition        Report By
 GB2561  HISTORY     - 1964     MONUMENTED       TNHD
 GB2561
 GB2561                          STATION DESCRIPTION
 GB2561
 GB2561'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2561'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CLINTON.
 GB2561'
 GB2561'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO EASTERLY ON
 GB2561'U.S.  HIGHWAY 25W FOR
 GB2561'2.2 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN
 GB2561'RIGHT, UP A STEEP HILL, AND GO 0.4
 GB2561'MILE TO A DRIVEWAY ON THE LEFT,
 GB2561'AND THE AZIMUTH MARK, TURN LEFT AND FOLLOW THE
 GB2561'DRIVEWAY FOR 0.15 MILE
 GB2561'TO THE STATION ON THE LEFT.
 GB2561'
 GB2561'THE STATION IS IN A CLEARED FIELD 25 FEET SOUTHEAST OF THE
 GB2561'APPROXIMATE CENTER
 GB2561'OF A FARM TRACK ROAD AND 15.8 FEET SOUTHEAST OF A WITNESS
 GB2561'POST.  THE SURFACE AND
 GB2561'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB2561'HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2561'ARE STAMPED WEBER 1964.  THE
 GB2561'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2561'THE SURFACE DISK
 GB2561'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2561'
 GB2561'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF THE SOUTH CORNER OF A WHITE
 GB2561'FRAME HOUSE, 16 FEET
 GB2561'SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 GB2561'AND 5 FEET NORTH OF POWER POLE
 GB2561'NO.  836.  IT IS A STANDARD TENNESSEE
 GB2561'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2561'FLUSH, CONCRETE
 GB2561'MONUMENT AND THE DISK IS STAMPED WEBER RM-1 1964.
 GB2561'
 GB2561'REFERENCE MARK NO. 2 IS 96 FEET SOUTHEAST OF THE EAST CORNER OF A
 GB2561'WHITE, FRAME HOUSE,
 GB2561'46 FEET NORTHEAST OF A 4-INCH CEDAR TREE AND 20 FEET
 GB2561'SOUTHEAST OF THE APPROXIMATE
 GB2561'CENTER OF THE TRACK ROAD.  IT IS A
 GB2561'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2561'IN A 10-INCH SQUARE,
 GB2561'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WEBER RM-2 1964.
 GB2561'
 GB2561'THE AZIMUTH MARK IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB2561'THE GRAVELED ROAD,
 GB2561'40 FEET SOUTHEAST OF UTILITY POLE NO.  838, 30 FEET
 GB2561'WEST OF A UTILITY POLE, 11 FEET
 GB2561'NORTHEAST OF THE APPROXIMATE CENTER
 GB2561'OF THE TRACK ROAD AND 2.5 FEET SOUTHWEST OF A
 GB2561'WITNESS POST.  IT IS A
 GB2561'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2561'SQUARE, FLUSH
 GB2561'CONCRETE MONUMENT AND THE DISK IS STAMPED WEBER AZI 1964.
 GB2561'
 GB2561'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2561'
 GB2561'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1450 ***********************************************************************
 FE1450  DESIGNATION -  WELLS
 FE1450  PID         -  FE1450
 FE1450  STATE/COUNTY-  TN/SHELBY
 FE1450  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1450
 FE1450                         *CURRENT SURVEY CONTROL
 FE1450  ___________________________________________________________________
 FE1450* NAD 83(1995)-  35 10 46.47400(N)    089 54 50.78839(W)     ADJUSTED  
 FE1450* NAVD 88     -        75.528  (meters)     247.79   (feet)  ADJUSTED  
 FE1450  ___________________________________________________________________
 FE1450  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FE1450  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1450  DYNAMIC HT  -          75.459 (meters)     247.57  (feet)  COMP
 FE1450  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE1450
 FE1450  HORZ ORDER  -  SECOND
 FE1450  VERT ORDER  -  SECOND    CLASS 0
 FE1450
 FE1450.The horizontal coordinates were established by classical geodetic methods
 FE1450.and adjusted by the National Geodetic Survey in April 1999..
 FE1450
 FE1450.The orthometric height was determined by differential leveling
 FE1450.and adjusted by the National Geodetic Survey in June 1991..
 FE1450
 FE1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1450
 FE1450.The geoid height was determined by GEOID03.
 FE1450
 FE1450.The dynamic height is computed by dividing the NAVD 88
 FE1450.geopotential number by the normal gravity value computed on the
 FE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1450.degrees latitude (g = 980.6199 gals.).
 FE1450
 FE1450.The modeled gravity was interpolated from observed gravity values.
 FE1450
 FE1450;                    North         East     Units Scale Factor Converg.
 FE1450;SPC TN       -   101,019.970   243,560.975   MT  1.00001317   -2 17 29.3
 FE1450;SPC TN       -   331,429.68    799,082.97   sFT  1.00001317   -2 17 29.3
 FE1450;UTM  16      - 3,896,847.764   234,626.323   MT  1.00046800   -1 40 47.7
 FE1450
 FE1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1450!SPC TN       -   0.99999244  x   1.00001317  =   1.00000560
 FE1450!UTM  16      -   0.99999244  x   1.00046800  =   1.00046043
 FE1450
 FE1450|---------------------------------------------------------------------|
 FE1450| PID    Reference Object                     Distance      Geod. Az  |
 FE1450|                                                           dddmmss.s |
 FE1450| FE1451 WELLS RM 1                            7.627 METERS 03345     |
 FE1450| FE1446 RONNIE                              APPROX. 1.7 KM 3123904.7 |
 FE1450| FE1452 WELLS RM 2                           19.553 METERS 33345     |
 FE1450|---------------------------------------------------------------------|
 FE1450
 FE1450                          SUPERSEDED SURVEY CONTROL
 FE1450
 FE1450  NAD 83(1995)-  35 10 46.47694(N)    089 54 50.78745(W) AD(       ) 2
 FE1450  NAD 83(1995)-  35 10 46.47943(N)    089 54 50.78774(W) AD(       ) 2
 FE1450  NAD 83(1986)-  35 10 46.48466(N)    089 54 50.78907(W) AD(       ) 2
 FE1450  NAD 27      -  35 10 46.16590(N)    089 54 50.47300(W) AD(       ) 2
 FE1450  NGVD 29 (??/??/??)   75.508  (m)          247.73   (f) ADJUSTED    2 0
 FE1450
 FE1450.Superseded values are not recommended for survey control.
 FE1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1450.See file dsdata.txt to determine how the superseded data were derived.
 FE1450
 FE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3462696848(NAD 83)
 FE1450_MARKER: DE = TRAVERSE STATION DISK
 FE1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1450_STAMPING: WELLS 1959
 FE1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1450+STABILITY: SURFACE MOTION
 FE1450
 FE1450  HISTORY     - Date     Condition        Report By
 FE1450  HISTORY     - 1959     MONUMENTED       CGS
 FE1450  HISTORY     - 1959     GOOD             CGS
 FE1450  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1450
 FE1450                          STATION DESCRIPTION
 FE1450
 FE1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1450'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF DOWNTOWN
 FE1450'MEMPHIS AND ABOUT 2 MILES SOUTH OF RALEIGH, 40 FEET
 FE1450'WEST-NORTHWEST OF A POWER LINE POLE NO. 60802, 4 FEET WEST OF A
 FE1450'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE. THE
 FE1450'MARK IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE
 FE1450'POST WITH AN UNDERGROUND MARK. THE MARK PROJECTS 2 INCHES ABOVE
 FE1450'THE SURFACE OF THE GROUND AND IS STAMPED WELLS 1959.
 FE1450'
 FE1450'TO REACH THE STATION FROM THE INTERSECTION OF WELLS STATION RD. AND
 FE1450'MACON RD. GO NORTH ON WELLS STATION RD. FOR 1.15 MILES TO THE
 FE1450'INTERSECTION OF WATTS RD., CONTINUE NORTH ON WELLS STATION RD. FOR
 FE1450'0.05 MILE TO A PRIVATE DRIVE, TURN LEFT AND GO EAST ALONG PRIVATE
 FE1450'DRIVE FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE1450'
 FE1450'REFERENCE MARK NO. 1 IS 32 FEET SOUTHEAST OF 18 INCH FORKED OAK TREE.
 FE1450'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 FE1450'STAMPED WELLS NO 1 1959.
 FE1450'
 FE1450'REFERENCE MARK NO. 2 IS 24 FEET NORTHWEST OF 18 INCH FORKED OAK TREE.
 FE1450'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 FE1450'STAMPED WELLS NO 2 1959.
 FE1450'
 FE1450'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 56.00 FEET.
 FE1450'
 FE1450'NO AZIMUTH MARK WAS SET.
 FE1450'
 FE1450'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 FE1450
 FE1450                          STATION RECOVERY (1959)
 FE1450
 FE1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1450'IN MEMPHIS.
 FE1450'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF DOWNTOWN
 FE1450'MEMPHIS.  TO REACH THE STATION FROM THE INTERSECTION OF WELLS
 FE1450'STATION RD. AND MACON RD., GO NORTH ON WELLS STATION RD. FOR
 FE1450'1.15 MILES TO THE INTERSECTION OF WATTS RD., CONTINUE NORTH ON
 FE1450'WELLS STATION RD. FOR 0.05 MILE TO A PRIVATE
 FE1450'DRIVE, TURN LEFT AND GO EAST ALONG PRIVATE DRIVE FOR 0.1 MILE TO
 FE1450'THE STATION.  IT IS 40 FEET WEST-NORTHWEST OF A POWER LINE POLE
 FE1450'NUMBER 60802, 4 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF
 FE1450'AN EAST-WEST FENCE LINE.  THE MARK IS A STANDARD TRAVERSE DISK
 FE1450'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 FE1450'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 FE1450'ABOUT 1 MILE NORTH-NORTHWEST OF STATION COVINGTON.
 FE1450
 FE1450                          STATION RECOVERY (1989)
 FE1450
 FE1450'RECOVERY NOTE BY US ENGINEERS 1989 (MH)
 FE1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2406 ***********************************************************************
 FE2406  DESIGNATION -  WELLS
 FE2406  PID         -  FE2406
 FE2406  STATE/COUNTY-  TN/GIBSON
 FE2406  USGS QUAD   -  BRAZIL (1964)
 FE2406
 FE2406                         *CURRENT SURVEY CONTROL
 FE2406  ___________________________________________________________________
 FE2406* NAD 83(1995)-  35 52 50.82396(N)    089 03 27.86891(W)     ADJUSTED  
 FE2406* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FE2406  ___________________________________________________________________
 FE2406  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2406  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2406
 FE2406  HORZ ORDER  -  THIRD
 FE2406
 FE2406.The horizontal coordinates were established by classical geodetic methods
 FE2406.and adjusted by the National Geodetic Survey in April 1999..
 FE2406
 FE2406.The orthometric height was scaled from a topographic map.
 FE2406
 FE2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2406
 FE2406.The geoid height was determined by GEOID03.
 FE2406
 FE2406;                    North         East     Units Scale Factor Converg.
 FE2406;SPC TN       -   176,000.973   323,947.487   MT  0.99994873   -1 47 24.4
 FE2406;SPC TN       -   577,429.86  1,062,817.71   sFT  0.99994873   -1 47 24.4
 FE2406;UTM  16      - 3,972,681.299   314,249.327   MT  1.00002517   -1 12 23.0
 FE2406
 FE2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2406!SPC TN       -   0.99998605  x   0.99994873  =   0.99993479
 FE2406!UTM  16      -   0.99998605  x   1.00002517  =   1.00001122
 FE2406
 FE2406|---------------------------------------------------------------------|
 FE2406| PID    Reference Object                     Distance      Geod. Az  |
 FE2406|                                                           dddmmss.s |
 FE2406| CG5339 WELLS RM 1                           19.565 METERS 19720     |
 FE2406| FE2407 ALAMO MUNICIPAL TANK                APPROX.12.2 KM 2045437.9 |
 FE2406| CG5338 WELLS AZ MK                                        2410950.1 |
 FE2406| CG5340 WELLS RM 2                            8.721 METERS 30011     |
 FE2406|---------------------------------------------------------------------|
 FE2406
 FE2406                          SUPERSEDED SURVEY CONTROL
 FE2406
 FE2406  NAD 83(1995)-  35 52 50.82816(N)    089 03 27.87159(W) AD(       ) 3
 FE2406  NAD 83(1986)-  35 52 50.83507(N)    089 03 27.86954(W) AD(       ) 3
 FE2406  NAD 27      -  35 52 50.57260(N)    089 03 27.64330(W) AD(       ) 3
 FE2406
 FE2406.Superseded values are not recommended for survey control.
 FE2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2406.See file dsdata.txt to determine how the superseded data were derived.
 FE2406
 FE2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1424972681(NAD 83)
 FE2406_MARKER: DS = TRIANGULATION STATION DISK
 FE2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2406_STAMPING: WELLS 1959
 FE2406_PROJECTION: FLUSH
 FE2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2406
 FE2406  HISTORY     - Date     Condition        Report By
 FE2406  HISTORY     - 1959     MONUMENTED       CGS
 FE2406  HISTORY     - 19961105 GOOD             USE
 FE2406
 FE2406                          STATION DESCRIPTION
 FE2406
 FE2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2406'THE STATION IS ABOUT 7 MILES NORTHEAST OF ALAMO AND ABOUT 10 MILES
 FE2406'SOUTHWEST OF TRENTON ON THE PROPERTY OF MR. J. TOM WATT.  IT IS 5
 FE2406'FEET SOUTHEAST OF A WHITE WITNESS POST, 32 FEET NORTH OF THE
 FE2406'CENTERLINE OF THE PAVED ROAD, 20 FEET WEST OF A 30 INCH OAK TREE,
 FE2406'AND 138 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING.  THE
 FE2406'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED WELLS 1959.
 FE2406'
 FE2406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND STATE
 FE2406'HIGHWAY 20 IN ALAMO, GO NORTH ON HIGHWAY 54 FOR 3.75 MILES TO THE
 FE2406'JUNCTION OF HIGHWAY 152.  CONTINUE NORTH ON HIGHWAY 54 FOR 3.8 MILES
 FE2406'TO THE SMALL COMMUNITY OF GIBSON WELLS AND A PAVED CROSS ROAD.  TURN
 FE2406'LEFT AND GO WEST ON THE PAVED ROAD FOR 0.6 MILE TO A GRAVEL SIDE ROAD
 FE2406'LEFT* AND THE STATION ON THE RIGHT.
 FE2406'
 FE2406'*TO REACH THE AZIMUTH MARK, GO SOUTH ON THE GRAVEL ROAD FOR 0.7 MILE
 FE2406'TO THE AZIMUTH MARK ON THE RIGHT IN THE YARD OF MR. T.D. KEY.
 FE2406'
 FE2406'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF A POWER POLE, 29 FEET SOUTH
 FE2406'OF THE CENTERLINE OF THE PAVED ROAD, AND 54 FEET WEST OF THE
 FE2406'CENTERLINE OF THE GRAVEL ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE
 FE2406'DISK IS STAMPED WELLS NO 1 1959.
 FE2406'
 FE2406'REFERENCE MARK 2 IS 26 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FE2406'ROAD, AND 25 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 FE2406'PROJECTS 2 INCHES AND THE DISK IS STAMPED WELLS NO 2 1959.
 FE2406'
 FE2406'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A WHITE WITNESS POST, 6
 FE2406'INCHES NORTHEAST OF A WIRE FENCE, AND 45 FEET NORTHWEST OF THE
 FE2406'NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT PROJECTS 1 INCH AND THE
 FE2406'DISK IS STAMPED WELLS 1959.
 FE2406'
 FE2406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2406
 FE2406                          STATION RECOVERY (1996)
 FE2406
 FE2406'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2406'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2600 ***********************************************************************
 GC2600  DESIGNATION -  WELLS
 GC2600  PID         -  GC2600
 GC2600  STATE/COUNTY-  TN/HOUSTON
 GC2600  USGS QUAD   -  WOOLWORTH (1973)
 GC2600
 GC2600                         *CURRENT SURVEY CONTROL
 GC2600  ___________________________________________________________________
 GC2600* NAD 83(1995)-  36 14 47.49126(N)    087 41 27.91599(W)     ADJUSTED  
 GC2600* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 GC2600  ___________________________________________________________________
 GC2600  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GC2600  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC2600
 GC2600  HORZ ORDER  -  THIRD
 GC2600
 GC2600.The horizontal coordinates were established by classical geodetic methods
 GC2600.and adjusted by the National Geodetic Survey in April 1999..
 GC2600
 GC2600.The orthometric height was scaled from a topographic map.
 GC2600
 GC2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2600
 GC2600.The geoid height was determined by GEOID03.
 GC2600
 GC2600;                    North         East     Units Scale Factor Converg.
 GC2600;SPC TN       -   213,582.319   448,012.736   MT  0.99997424   -0 59 24.1
 GC2600;SPC TN       -   700,727.99  1,469,855.12   sFT  0.99997424   -0 59 24.1
 GC2600;UTM  16      - 4,011,513.697   437,907.878   MT  0.99964750   -0 24 31.1
 GC2600
 GC2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2600!SPC TN       -   0.99996767  x   0.99997424  =   0.99994191
 GC2600!UTM  16      -   0.99996767  x   0.99964750  =   0.99961518
 GC2600
 GC2600:                Primary Azimuth Mark                     Grid Az
 GC2600:SPC TN       -  WELLS AZ MK                              128 13 03.6
 GC2600:UTM  16      -  WELLS AZ MK                              127 38 10.6
 GC2600
 GC2600|---------------------------------------------------------------------|
 GC2600| PID    Reference Object                     Distance      Geod. Az  |
 GC2600|                                                           dddmmss.s |
 GC2600| CG7783 WELLS AZ MK                                        1271339.5 |
 GC2600| CG7784 WELLS RM 1                           23.675 METERS 15336     |
 GC2600| CG7785 WELLS RM 2                           26.573 METERS 26610     |
 GC2600| CG7786 WELLS RM 3                           26.350 METERS 26611     |
 GC2600| GC2580 STATE                               APPROX. 4.8 KM 3202655.5 |
 GC2600|---------------------------------------------------------------------|
 GC2600
 GC2600                          SUPERSEDED SURVEY CONTROL
 GC2600
 GC2600  NAD 83(1995)-  36 14 47.49299(N)    087 41 27.91861(W) AD(       ) 3
 GC2600  NAD 83(1995)-  36 14 47.49441(N)    087 41 27.92083(W) AD(       ) 3
 GC2600  NAD 83(1986)-  36 14 47.50088(N)    087 41 27.91799(W) AD(       ) 3
 GC2600  NAD 27      -  36 14 47.29700(N)    087 41 27.85100(W) AD(       ) 3
 GC2600
 GC2600.Superseded values are not recommended for survey control.
 GC2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2600.See file dsdata.txt to determine how the superseded data were derived.
 GC2600
 GC2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3790811514(NAD 83)
 GC2600_MARKER: DS = TRIANGULATION STATION DISK
 GC2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2600_STAMPING: WELLS 1952
 GC2600_MARK LOGO: CGS   
 GC2600
 GC2600  HISTORY     - Date     Condition        Report By
 GC2600  HISTORY     - 1952     MONUMENTED       CGS
 GC2600  HISTORY     - 1972     GOOD             LOCENG
 GC2600  HISTORY     - 1975     GOOD             NGS
 GC2600
 GC2600                          STATION DESCRIPTION
 GC2600
 GC2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2600'STATION IS LOCATED ON THE PROPERTY OF DOSON MARABLES ALONG THE NORTH
 GC2600'SIDE OF A DIRT ROAD ABOUT 13 MILES NORTHEAST OF WAVERLY, 5 MILES
 GC2600'SOUTH OF ERIN AND 0.2 MILE EAST OF STATE HIGHWAY 13.  IT IS 32 FEET
 GC2600'NORTH OF THE CENTER OF THE DIRT ROAD, 31 FEET WEST OF THE CENTER
 GC2600'OF A WOODS ROAD AND 12 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GC2600'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WELLS 1952.
 GC2600'
 GC2600'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 GC2600'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WELLS NO 1
 GC2600'1952.
 GC2600'
 GC2600'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 GC2600'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WELLS NO 2
 GC2600'1952.
 GC2600'
 GC2600'AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 2
 GC2600'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GC2600'4 INCHES AND THE DISK IS STAMPED WELLS 1952.
 GC2600'
 GC2600'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 49,
 GC2600'WHICH IS ABOUT 1.0 MILE EAST OF ERIN, GO SOUTH ON HIGHWAY 13 FOR
 GC2600'5.1 MILES TO A DIRT ROAD LEFT.  TURN LEFT AND GO EAST ON DIRT ROAD
 GC2600'FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 GC2600'EAST ON DIRT ROAD FOR 0.1 MILE TO A SHARP TURN RIGHT AND THE AZIMUTH
 GC2600'MARK ON THE LEFT AS DESCRIBED.
 GC2600'
 GC2600'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2600
 GC2600                          STATION RECOVERY (1972)
 GC2600
 GC2600'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JEV)
 GC2600'WELLS STATION MARK RECOVERED IN GOOD CONDITION.
 GC2600'
 GC2600'WELLS 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2600'
 GC2600'SEE ORIGINAL DESCRIPTION.
 GC2600'
 GC2600'ADD TO DESCRIPTION-
 GC2600'18.05 FT. N. 15W. FROM TACK IN POWER, P.
 GC2600'14.50 FT. S 85 W. FROM TACK IN 12 INCH RED OAK.
 GC2600'+ OR - 210 FT S 55 E FROM INT. Y ROAD EAST.
 GC2600'
 GC2600'POST AND SIGN SET AT STATION.
 GC2600'
 GC2600'WELLS RM 1 RECOVERED IN GOOD CONDITION.
 GC2600'
 GC2600'WELLS NO 1 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2600'
 GC2600'ORIGINAL DESCRIPTION GOOD.
 GC2600'
 GC2600'POST AND SIGN SET AT MARKER.
 GC2600'
 GC2600'WELLS RM NO. 2 FOUND DISTURBED.
 GC2600'
 GC2600'WELLS NO 2 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2600'
 GC2600'REF MARK NO 2 HAS BEEN DISTURBED, HIT BY DOZER.  MARKER IS LEANING
 GC2600'BUT STILL SOLID.  ARROW TO STATION IS POINTING IN OPPOSITE
 GC2600'DIRECTION, WAS PROBABLY HIT WHEN GROUND WAS WET.
 GC2600'
 GC2600'WELLS AZI RECOVERED IN GOOD CONDITION.
 GC2600'
 GC2600'WELLS AZIMUTH 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2600'
 GC2600'ORIGINAL DESCRIPTION GOOD.
 GC2600'
 GC2600'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 13.0 MI N. E. OF
 GC2600'WAVERLY.
 GC2600
 GC2600                          STATION RECOVERY (1975)
 GC2600
 GC2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2600'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 GC2600'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TO HAVE BEEN HIT AND
 GC2600'PARTIALLY UPROOTED.  REFERENCE MARK 3 WAS SET.  THE DISTANCE AND
 GC2600'DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 GC2600'FOLLOWS--
 GC2600'
 GC2600'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF WAVERLY, ABOUT
 GC2600'150 FEET EAST OF A ROAD FORK, 18 FEET NORTHWEST OF A TELEPHONE POLE,
 GC2600'32 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD, 14 FEET SOUTHWEST
 GC2600'OF A 12 INCH OAK TREE, 86 FEET SOUTHEAST OF THE CENTERLINE OF A
 GC2600'GRAVELED ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 GC2600'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WELLS 1952.
 GC2600'
 GC2600'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 13
 GC2600'(ABOUT 1 MILE EAST OF ERIN), GO SOUTH ON HIGHWAY 13 FOR 5.1 MILES TO
 GC2600'A ROAD LEFT.  TURN LEFT AND GO EAST ON DEEP CUT ROAD FOR 0.2 MILE
 GC2600'TO A ROAD FORK AND THE STATION AS DESCRIBED.
 GC2600'
 GC2600'TO REACH THE AZIMUTH MARK FROM THE ROAD FORK, KEEP RIGHT AND GO
 GC2600'SOUTHEAST ON THE ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AT
 GC2600'CURVE.
 GC2600'
 GC2600'REFERENCE MARK 1 IS 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GC2600'8 FEET EAST OF A 10 INCH OAK TREE AND 61 FEET SOUTHEAST OF THE
 GC2600'TELEPHONE POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GC2600'STAMPED WELLS NO 1 1952.
 GC2600'
 GC2600'REFERENCE MARK 3 IS 12 FEET EAST OF A 14 INCH OAK TREE, 1 FOOT WEST
 GC2600'OF A METAL WITNESS POST AND 14 FEET SOUTH OF THE CENTERLINE OF THE
 GC2600'ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GC2600'WELLS 1952 NO 3 1975.
 GC2600'
 GC2600'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 8
 GC2600'FEET SOUTHWEST OF AN 8 INCH HICKORY TREE AND 1 FOOT NORTH OF A
 GC2600'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 GC2600'STAMPED WELLS 1952.
 GC2600'
 GC2600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SOUTH
 GC2600'OF ERIN.
 GC2600'
 GC2600'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1030 ***********************************************************************
 GA1030  DESIGNATION -  WELLS AZ MK
 GA1030  PID         -  GA1030
 GA1030  STATE/COUNTY-  TN/GREENE
 GA1030  USGS QUAD   -  MOSHEIM (1971)
 GA1030
 GA1030                         *CURRENT SURVEY CONTROL
 GA1030  ___________________________________________________________________
 GA1030* NAD 83(1986)-  36 14 06.     (N)    082 59 57.     (W)     SCALED    
 GA1030* NAVD 88     -       362.701  (meters)    1189.96   (feet)  ADJUSTED  
 GA1030  ___________________________________________________________________
 GA1030  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1030  DYNAMIC HT  -         362.366 (meters)    1188.86  (feet)  COMP
 GA1030  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 GA1030
 GA1030  VERT ORDER  -  SECOND    CLASS 0
 GA1030
 GA1030.The horizontal coordinates were scaled from a topographic map and have
 GA1030.an estimated accuracy of +/- 6 seconds.
 GA1030
 GA1030.The orthometric height was determined by differential leveling
 GA1030.and adjusted by the National Geodetic Survey in June 1991..
 GA1030
 GA1030.The geoid height was determined by GEOID03.
 GA1030
 GA1030.The dynamic height is computed by dividing the NAVD 88
 GA1030.geopotential number by the normal gravity value computed on the
 GA1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1030.degrees latitude (g = 980.6199 gals.).
 GA1030
 GA1030.The modeled gravity was interpolated from observed gravity values.
 GA1030
 GA1030;                    North         East    Units  Estimated Accuracy
 GA1030;SPC TN       -   215,130.      869,710.      MT  (+/- 180 meters Scaled)
 GA1030
 GA1030                          SUPERSEDED SURVEY CONTROL
 GA1030
 GA1030  NGVD 29 (??/??/92)  362.856  (m)         1190.47   (f) ADJ UNCH    2 0
 GA1030
 GA1030.Superseded values are not recommended for survey control.
 GA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1030.See file dsdata.txt to determine how the superseded data were derived.
 GA1030
 GA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA203118(NAD 83)
 GA1030_MARKER: DZ = AZIMUTH MARK DISK
 GA1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1030_STAMPING: WELLS 1961
 GA1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1030+STABILITY: SURFACE MOTION
 GA1030
 GA1030  HISTORY     - Date     Condition        Report By
 GA1030  HISTORY     - 1961     MONUMENTED       CGS
 GA1030
 GA1030                          STATION DESCRIPTION
 GA1030
 GA1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1030'4 MI SW FROM MT CARMEL.
 GA1030'FROM THE ONLY JUNCTION OF A NORTH-SOUTH PAVED ROAD AND AN
 GA1030'EAST-WEST GRAVELED ROAD IN MT. CARMEL, GO 2.8 MILES WEST ON A
 GA1030'GRAVELED ROAD TO A T JUNCTION, TURN RIGHT AND GO SOUTHERLY FOR
 GA1030'0.4 MILE TO A Y JUNCTION, TURN RIGHT AND GO 0.8 MILE ON A
 GA1030'GRAVELED ROAD.  THE AZIMUTH MARK IS 18 FT. EAST OF THE CENTER
 GA1030'OF THE GRAVELED ROAD, 8.5 FT. WEST OF A POWER LINE POLE, 2 FT.
 GA1030'SOUTH OF SOUTH GATE POST, 2 FT. EAST OF A WITNESS SIGN AND 1 FT.
 GA1030'SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1030'POST PROJECTING 5 INCHES.  NOTE-- TO REACH BENCH MARK N 240
 GA1030'FROM THIS POINT, GO ABOUT 0.4 MILE WEST ACROSS A PASTURE TO A
 GA1030'BARN AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3241 ***********************************************************************
 GA3241  DESIGNATION -  WELLS RESET
 GA3241  PID         -  GA3241
 GA3241  STATE/COUNTY-  TN/GREENE
 GA3241  USGS QUAD   -  MOSHEIM (1971)
 GA3241
 GA3241                         *CURRENT SURVEY CONTROL
 GA3241  ___________________________________________________________________
 GA3241* NAD 83(1995)-  36 14 21.95511(N)    082 59 41.54773(W)     ADJUSTED  
 GA3241* NAVD 88     -       370.57   (meters)    1215.8    (feet)  RESET     
 GA3241  ___________________________________________________________________
 GA3241  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GA3241  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA3241
 GA3241  HORZ ORDER  -  SECOND
 GA3241  VERT ORDER  -  THIRD
 GA3241
 GA3241.The horizontal coordinates were established by classical geodetic methods
 GA3241.and adjusted by the National Geodetic Survey in April 1999..
 GA3241
 GA3241.The orthometric height was computed from unverified reset data.
 GA3241.No vertical observational check was made to the station.
 GA3241
 GA3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3241
 GA3241.The geoid height was determined by GEOID03.
 GA3241
 GA3241;                    North         East     Units Scale Factor Converg.
 GA3241;SPC TN       -   215,628.973   870,082.161   MT  0.99997336   +1 45 33.6
 GA3241;SPC TN       -   707,442.72  2,854,594.56   sFT  0.99997336   +1 45 33.6
 GA3241;UTM  17      - 4,012,350.727   320,740.765   MT  0.99999594   -1 10 46.6
 GA3241
 GA3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3241!SPC TN       -   0.99994676  x   0.99997336  =   0.99992012
 GA3241!UTM  17      -   0.99994676  x   0.99999594  =   0.99994270
 GA3241
 GA3241|---------------------------------------------------------------------|
 GA3241| PID    Reference Object                     Distance      Geod. Az  |
 GA3241|                                                           dddmmss.s |
 GA3241| GA1032 WELLS RM 1                           53.639 METERS 15043     |
 GA3241| GA1030 WELLS AZ MK                                        2171105.3 |
 GA3241| GA1031 WELLS RM 2                           35.268 METERS 24601     |
 GA3241| GA2091 CROKITE                             APPROX. 4.7 KM 2480823.4 |
 GA3241|---------------------------------------------------------------------|
 GA3241
 GA3241                          SUPERSEDED SURVEY CONTROL
 GA3241
 GA3241  NAD 83(1995)-  36 14 21.95886(N)    082 59 41.55169(W) AD(       ) 2
 GA3241  NAD 83(1995)-  36 14 21.96680(N)    082 59 41.55645(W) AD(       ) 2
 GA3241  NAD 83(1995)-  36 14 21.96056(N)    082 59 41.55022(W) AD(       ) 2
 GA3241  NAD 83(1986)-  36 14 21.96320(N)    082 59 41.55103(W) AD(       ) 2
 GA3241  NGVD 29 (10/12/01)  370.73   (m)         1216.3    (f) RESET       3  
 GA3241
 GA3241.Superseded values are not recommended for survey control.
 GA3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3241.See file dsdata.txt to determine how the superseded data were derived.
 GA3241
 GA3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2074112351(NAD 83)
 GA3241_MARKER: DS = TRIANGULATION STATION DISK
 GA3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3241_STAMPING: WELLS 1961 1980
 GA3241_MARK LOGO: NGS   
 GA3241_PROJECTION: PROJECTING 5 CENTIMETERS
 GA3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3241+STABILITY: SURFACE MOTION
 GA3241
 GA3241  HISTORY     - Date     Condition        Report By
 GA3241  HISTORY     - 1980     MONUMENTED       NGS
 GA3241  HISTORY     - 19800615 GOOD             NGS
 GA3241
 GA3241                          STATION DESCRIPTION
 GA3241
 GA3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3241'2.0 MI NE FROM MOHAWK CROSS ROADS.
 GA3241'0.3 MILE NORTHEAST ON PAVED ROAD FROM MOHAWK CROSS ROAD TO A GRAVELED
 GA3241'CROSS ROAD, THENCE RIGHT O THE GRAVELED ROAD FOR 0.7 MILE TO A
 GA3241'T-ROAD, THENCE LEFT ON THE GRAVELED AND PAVED ROAD FOR 1.8 MILES TO
 GA3241'A HIGH BANK ON THE LEFT, 54 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 GA3241'28 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY
 GA3241'81, AND 64 FEET SOUTHEAST OF A 20-INCH OAK TREE.
 GA3241'THE MARK IS 1 FT  W FROM A WITNESS POST.
 GA3241
 GA3241                          STATION RECOVERY (1980)
 GA3241
 GA3241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3241'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 GA3241'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 GA3241'UPROOTED BY GRADING AND A NEW SURFACE MARK WAS SET.  REFERENCE MARK 2
 GA3241'WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.  REFERENCE MARK 3 WAS
 GA3241'SET.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY A CEDAR
 GA3241'TREE.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY
 GA3241'0.63 OF A FOOT.  THE 1961 DESCRIPTION STATED THAT THE REFERENCE MARK
 GA3241'WAS ABOUT 5 FT (1.5 M) LOWER THAN THE STATION.  IT WAS FOUND TO BE
 GA3241'CLOSE TO 21 FT (6.4 M) LOWER AND WAS CORRECTED TO HORIZONTAL.  A NEW
 GA3241'DESCRIPTION FOLLOWS.
 GA3241' 
 GA3241'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF MOSHEIN, 2
 GA3241'MILES (3.2 KM) NORTHEAST OF MOHAWK CROSSROAD, 1 FOOT (0.3 M) SOUTH OF
 GA3241'A METAL WITNESS POST, 54 FT (16.5 M) NORTH OF THE CENETRLINE OF PAVED
 GA3241'ROAD, 28 FT (8.5 M) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF
 GA3241'INTERSTATE HIGHWAY 81 AND 64 FT (19.5 M) SOUTHEAST OF A 20 INCH OAK
 GA3241'TREE.
 GA3241' 
 GA3241'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---WELLS 1961
 GA3241'1980---.  TO REACH THE STATION FROM MOHAWK CROSSROAD, GO NORTHEAST ON
 GA3241'PAVED ROAD FOR 0.3 MILE (0.5 KM) TO A GRAVEL CROSSROAD.  TURN RIGHT ON
 GA3241'THE GRAVELED ROAD FOR 0.7 MILE (1.1 KM) TO A T ROAD.  TURN LEFT AND GO
 GA3241'FOR 1.4 MILES (2.3 KM) ON THE ROAD TO THE AZIMUTH MARK ON THE RIGHT.
 GA3241'CONTINUE ON THE GRAVELED ROAD WHICH BECOMES PAVED FOR 0.4 MILE (0.6
 GA3241'KM) TO A HIGH BANK AND THE STATION ON THE LEFT.
 GA3241' 
 GA3241'REFERENCE MARK 1 IS 38 FT (11.6 M) EAST OF A FENCE CORNER, 121 FT
 GA3241'(36.9 M) SOUTH OF THE CENTERLINE OF THE ROAD, 2 FT (0.6 M) NORTH OF A
 GA3241'FENCE AND 29 FT (8.8 M) SOUTHEAST OF A 16 INCH CEDAR TREE.  THE
 GA3241'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED--WELLS NO 1 1961--.
 GA3241'REFERENCE MARK 3 IS 32 FT (9.8 M) SOUTHEAST OF THE OAK TREE, 1 FT (0.3
 GA3241'M) EAST OF A METAL WITNESS SIGN AND 1 FOOT (0.3 M) SOUTH OF THE FENCE.
 GA3241'THE MONUMENT IS A PRE-CAST ALUMINUM MONUMENT PROJECTING 2 INCHES AND
 GA3241'THE DISK IS STAMPED--WELLS 1961 NO 3 1980--.
 GA3241' 
 GA3241'THE AZIMUTH MARK IS 1 FOOT (0.3 M) WEST OF A METAL WITNESS POST, 2
 GA3241'FOOT (0.6 M) EAST OF THE SOUTH GATE POST, 18 FT (5.5 M) EAST OF THE
 GA3241'CENTERLINE OF THE ROAD AND 8 FT (2.4 M) WEST OF A POWER POLE.  THE
 GA3241'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED--WELLS 1961--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1451 ***********************************************************************
 FE1451  DESIGNATION -  WELLS RM 1
 FE1451  PID         -  FE1451
 FE1451  STATE/COUNTY-  TN/SHELBY
 FE1451  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1451
 FE1451                         *CURRENT SURVEY CONTROL
 FE1451  ___________________________________________________________________
 FE1451* NAD 83(1986)-  35 10 46.     (N)    089 54 51.     (W)     SCALED    
 FE1451* NAVD 88     -        75.005  (meters)     246.08   (feet)  ADJUSTED  
 FE1451  ___________________________________________________________________
 FE1451  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1451  DYNAMIC HT  -          74.937 (meters)     245.86  (feet)  COMP
 FE1451  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FE1451
 FE1451  VERT ORDER  -  SECOND    CLASS 0
 FE1451
 FE1451.The horizontal coordinates were scaled from a topographic map and have
 FE1451.an estimated accuracy of +/- 6 seconds.
 FE1451
 FE1451.The orthometric height was determined by differential leveling
 FE1451.and adjusted by the National Geodetic Survey in June 1991..
 FE1451
 FE1451.The geoid height was determined by GEOID03.
 FE1451
 FE1451.The dynamic height is computed by dividing the NAVD 88
 FE1451.geopotential number by the normal gravity value computed on the
 FE1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1451.degrees latitude (g = 980.6199 gals.).
 FE1451
 FE1451.The modeled gravity was interpolated from observed gravity values.
 FE1451
 FE1451;                    North         East    Units  Estimated Accuracy
 FE1451;SPC TN       -   101,010.      243,560.      MT  (+/- 180 meters Scaled)
 FE1451
 FE1451                          SUPERSEDED SURVEY CONTROL
 FE1451
 FE1451  NGVD 29 (??/??/??)   74.986  (m)          246.02   (f) ADJUSTED    2 0
 FE1451
 FE1451.Superseded values are not recommended for survey control.
 FE1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1451.See file dsdata.txt to determine how the superseded data were derived.
 FE1451
 FE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD346968(NAD 83)
 FE1451_MARKER: DR = REFERENCE MARK DISK
 FE1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1451_STAMPING: WELLS NO 1 1959
 FE1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1451+STABILITY: SURFACE MOTION
 FE1451
 FE1451  HISTORY     - Date     Condition        Report By
 FE1451  HISTORY     - 1959     MONUMENTED       CGS
 FE1451  HISTORY     - 1959     GOOD             CGS
 FE1451
 FE1451                          STATION DESCRIPTION
 FE1451
 FE1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1451'IN MEMPHIS.
 FE1451'THE MARK IS LOCATED AT THE WELLS STATION SITE.  IT IS 25.02 FEET
 FE1451'NORTH-NORTHEAST OF THE STATION MARK, 32 FEET SOUTHEAST OF AN
 FE1451'18-INCH FORKED OAK TREE.  THE MARK IS A STANDARD REFERENCE DISK
 FE1451'CEMENTED IN THE TOP OF A CONCRETE MONUMENT, WHICH PROJECTS 2
 FE1451'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1032 ***********************************************************************
 GA1032  DESIGNATION -  WELLS RM 1
 GA1032  PID         -  GA1032
 GA1032  STATE/COUNTY-  TN/GREENE
 GA1032  USGS QUAD   -  MOSHEIM (1971)
 GA1032
 GA1032                         *CURRENT SURVEY CONTROL
 GA1032  ___________________________________________________________________
 GA1032* NAD 83(1986)-  36 14 21.     (N)    082 59 41.     (W)     SCALED    
 GA1032* NAVD 88     -       364.220  (meters)    1194.95   (feet)  ADJUSTED  
 GA1032  ___________________________________________________________________
 GA1032  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1032  DYNAMIC HT  -         363.883 (meters)    1193.84  (feet)  COMP
 GA1032  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 GA1032
 GA1032  VERT ORDER  -  SECOND    CLASS 0
 GA1032
 GA1032.The horizontal coordinates were scaled from a topographic map and have
 GA1032.an estimated accuracy of +/- 6 seconds.
 GA1032
 GA1032.The orthometric height was determined by differential leveling
 GA1032.and adjusted by the National Geodetic Survey in June 1991..
 GA1032
 GA1032.The geoid height was determined by GEOID03.
 GA1032
 GA1032.The dynamic height is computed by dividing the NAVD 88
 GA1032.geopotential number by the normal gravity value computed on the
 GA1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1032.degrees latitude (g = 980.6199 gals.).
 GA1032
 GA1032.The modeled gravity was interpolated from observed gravity values.
 GA1032
 GA1032;                    North         East    Units  Estimated Accuracy
 GA1032;SPC TN       -   215,600.      870,100.      MT  (+/- 180 meters Scaled)
 GA1032
 GA1032                          SUPERSEDED SURVEY CONTROL
 GA1032
 GA1032  NGVD 29 (??/??/92)  364.374  (m)         1195.45   (f) ADJ UNCH    2 0
 GA1032
 GA1032.Superseded values are not recommended for survey control.
 GA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1032.See file dsdata.txt to determine how the superseded data were derived.
 GA1032
 GA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207123(NAD 83)
 GA1032_MARKER: DR = REFERENCE MARK DISK
 GA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1032_STAMPING: WELLS NO 1 1961
 GA1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1032+STABILITY: SURFACE MOTION
 GA1032
 GA1032  HISTORY     - Date     Condition        Report By
 GA1032  HISTORY     - 1961     MONUMENTED       CGS
 GA1032
 GA1032                          STATION DESCRIPTION
 GA1032
 GA1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1032'3.6 MI SW FROM MT CARMEL.
 GA1032'THIS MARK IS LOCATED AT THE WELLS 1961 STATION SITE, 176 FT.
 GA1032'SOUTHEAST OF THE STATION MARK, 39 FT. WEST OF A T FENCE CORNER
 GA1032'POST, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP OF
 GA1032'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- SEE DESCRIPTION FOR
 GA1032'STATION WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1452 ***********************************************************************
 FE1452  DESIGNATION -  WELLS RM 2
 FE1452  PID         -  FE1452
 FE1452  STATE/COUNTY-  TN/SHELBY
 FE1452  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1452
 FE1452                         *CURRENT SURVEY CONTROL
 FE1452  ___________________________________________________________________
 FE1452* NAD 83(1986)-  35 10 46.     (N)    089 54 50.     (W)     SCALED    
 FE1452* NAVD 88     -        73.845  (meters)     242.27   (feet)  ADJUSTED  
 FE1452  ___________________________________________________________________
 FE1452  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1452  DYNAMIC HT  -          73.778 (meters)     242.05  (feet)  COMP
 FE1452  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE1452
 FE1452  VERT ORDER  -  SECOND    CLASS 0
 FE1452
 FE1452.The horizontal coordinates were scaled from a topographic map and have
 FE1452.an estimated accuracy of +/- 6 seconds.
 FE1452
 FE1452.The orthometric height was determined by differential leveling
 FE1452.and adjusted by the National Geodetic Survey in June 1991..
 FE1452
 FE1452.The geoid height was determined by GEOID03.
 FE1452
 FE1452.The dynamic height is computed by dividing the NAVD 88
 FE1452.geopotential number by the normal gravity value computed on the
 FE1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1452.degrees latitude (g = 980.6199 gals.).
 FE1452
 FE1452.The modeled gravity was interpolated from observed gravity values.
 FE1452
 FE1452;                    North         East    Units  Estimated Accuracy
 FE1452;SPC TN       -   101,010.      243,580.      MT  (+/- 180 meters Scaled)
 FE1452
 FE1452                          SUPERSEDED SURVEY CONTROL
 FE1452
 FE1452  NGVD 29 (??/??/??)   73.826  (m)          242.21   (f) ADJUSTED    2 0
 FE1452
 FE1452.Superseded values are not recommended for survey control.
 FE1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1452.See file dsdata.txt to determine how the superseded data were derived.
 FE1452
 FE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD346968(NAD 83)
 FE1452_MARKER: DR = REFERENCE MARK DISK
 FE1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1452_STAMPING: WELLS NO 2 1959
 FE1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1452+STABILITY: SURFACE MOTION
 FE1452
 FE1452  HISTORY     - Date     Condition        Report By
 FE1452  HISTORY     - 1959     MONUMENTED       CGS
 FE1452  HISTORY     - 1959     GOOD             CGS
 FE1452
 FE1452                          STATION DESCRIPTION
 FE1452
 FE1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1452'IN MEMPHIS.
 FE1452'THE MARK IS LOCATED AT THE WELLS STATION SITE.  IT IS 64.15 FEET
 FE1452'NORTH-NORTHWEST OF THE STATION MARK AND 24 FEET NORTHWEST OF AN
 FE1452'18-INCH FORKED OAK TREE.  THE MARK IS A STANDARD REFERENCE DISK
 FE1452'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 FE1452'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1031 ***********************************************************************
 GA1031  DESIGNATION -  WELLS RM 2
 GA1031  PID         -  GA1031
 GA1031  STATE/COUNTY-  TN/GREENE
 GA1031  USGS QUAD   -  MOSHEIM (1971)
 GA1031
 GA1031                         *CURRENT SURVEY CONTROL
 GA1031  ___________________________________________________________________
 GA1031* NAD 83(1986)-  36 14 21.     (N)    082 59 41.     (W)     SCALED    
 GA1031* NAVD 88     -       368.163  (meters)    1207.88   (feet)  ADJUSTED  
 GA1031  ___________________________________________________________________
 GA1031  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1031  DYNAMIC HT  -         367.823 (meters)    1206.77  (feet)  COMP
 GA1031  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 GA1031
 GA1031  VERT ORDER  -  SECOND    CLASS 0
 GA1031
 GA1031.The horizontal coordinates were scaled from a topographic map and have
 GA1031.an estimated accuracy of +/- 6 seconds.
 GA1031
 GA1031.The orthometric height was determined by differential leveling
 GA1031.and adjusted by the National Geodetic Survey in June 1991..
 GA1031
 GA1031.The geoid height was determined by GEOID03.
 GA1031
 GA1031.The dynamic height is computed by dividing the NAVD 88
 GA1031.geopotential number by the normal gravity value computed on the
 GA1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1031.degrees latitude (g = 980.6199 gals.).
 GA1031
 GA1031.The modeled gravity was interpolated from observed gravity values.
 GA1031
 GA1031;                    North         East    Units  Estimated Accuracy
 GA1031;SPC TN       -   215,600.      870,100.      MT  (+/- 180 meters Scaled)
 GA1031
 GA1031                          SUPERSEDED SURVEY CONTROL
 GA1031
 GA1031  NGVD 29 (??/??/92)  368.317  (m)         1208.39   (f) ADJ UNCH    2 0
 GA1031
 GA1031.Superseded values are not recommended for survey control.
 GA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1031.See file dsdata.txt to determine how the superseded data were derived.
 GA1031
 GA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207123(NAD 83)
 GA1031_MARKER: DR = REFERENCE MARK DISK
 GA1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1031_STAMPING: WELLS NO 2 1961
 GA1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1031+STABILITY: SURFACE MOTION
 GA1031
 GA1031  HISTORY     - Date     Condition        Report By
 GA1031  HISTORY     - 1961     MONUMENTED       CGS
 GA1031  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1031
 GA1031                          STATION DESCRIPTION
 GA1031
 GA1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1031'3.6 MI SW FROM MT CARMEL.
 GA1031'THIS MARK IS LOCATED AT THE WELLS 1961 STATION SITE, 115.7 FT.
 GA1031'WEST OF THE STATION MARK, 18 FT. WEST OF THE CENTER OF THE
 GA1031'GRAVELED ROAD, 3 FT. NORTH OF A FENCE CORNER POST TREE AND IS
 GA1031'ABOUT 4 FT. LOWER THAN THE STATION.  THE DISK IS SET IN TOP OF A
 GA1031'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- SEE DESCRIPTION FOR
 GA1031'WELLS.
 GA1031
 GA1031                          STATION RECOVERY (1980)
 GA1031
 GA1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3242 ***********************************************************************
 GA3242  DESIGNATION -  WELLS RM 3
 GA3242  PID         -  GA3242
 GA3242  STATE/COUNTY-  TN/GREENE
 GA3242  USGS QUAD   -  MOSHEIM (1971)
 GA3242
 GA3242                         *CURRENT SURVEY CONTROL
 GA3242  ___________________________________________________________________
 GA3242* NAD 83(1986)-  36 14 21.     (N)    082 59 41.     (W)     SCALED    
 GA3242* NAVD 88     -       370.51   (meters)    1215.6    (feet)  RESET     
 GA3242  ___________________________________________________________________
 GA3242  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA3242
 GA3242  VERT ORDER  -  THIRD
 GA3242
 GA3242.The horizontal coordinates were scaled from a topographic map and have
 GA3242.an estimated accuracy of +/- 6 seconds.
 GA3242
 GA3242.The orthometric height was computed from unverified reset data.
 GA3242.No vertical observational check was made to the station.
 GA3242
 GA3242.The geoid height was determined by GEOID03.
 GA3242
 GA3242;                    North         East    Units  Estimated Accuracy
 GA3242;SPC TN       -   215,600.      870,100.      MT  (+/- 180 meters Scaled)
 GA3242
 GA3242                          SUPERSEDED SURVEY CONTROL
 GA3242
 GA3242  NGVD 29 (10/12/01)  370.67   (m)         1216.1    (f) RESET       3  
 GA3242
 GA3242.Superseded values are not recommended for survey control.
 GA3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3242.See file dsdata.txt to determine how the superseded data were derived.
 GA3242
 GA3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207123(NAD 83)
 GA3242_MARKER: DR = REFERENCE MARK DISK
 GA3242_SETTING: 0 = UNSPECIFIED SETTING
 GA3242_STAMPING: WELLS 1961 NO 3 1980
 GA3242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3242
 GA3242  HISTORY     - Date     Condition        Report By
 GA3242  HISTORY     - 1980     MONUMENTED       NGS
 GA3242
 GA3242                          STATION DESCRIPTION
 GA3242
 GA3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3242'3.6 MI SW FROM MT CARMEL.
 GA3242'2.8 MILES WEST ALONG A GRAVELED ROAD FROM THE ONLY JUNCTION
 GA3242'OF A NORTH-SOUTH PAVED ROAD AND AN EAST-WEST GRAVELED ROAD
 GA3242'IN MT CARMEL, TO A T JUNCTION, THENCE 0.4 MILE SOUTH TO A
 GA3242'Y JUNCTION, THENCE RIGHT AND SOUTH FOR 0.4 MILE TO THE
 GA3242'CREST OF A HILL AND HOUSE ON THE LEFT AND STATION MARK,
 GA3242'31.8 FEET NORTHWEST OF STATION WELLS 1961 1980, 32 FEET SOUTHEAST
 GA3242'OF A 20-INCH OAK TREE, 84 FEET NORTH OF THE CENTERLINE OF A PAVED
 GA3242'ROAD, AND 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE
 GA3242'HIGHWAY 81, IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
 GA3242'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1550 ***********************************************************************
 FD1550  DESIGNATION -  WESLEY
 FD1550  PID         -  FD1550
 FD1550  STATE/COUNTY-  TN/LAWRENCE
 FD1550  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1550
 FD1550                         *CURRENT SURVEY CONTROL
 FD1550  ___________________________________________________________________
 FD1550* NAD 83(1995)-  35 12 10.14476(N)    087 16 48.23364(W)     ADJUSTED  
 FD1550* NAVD 88     -       305.72   (+/-2cm)    1003.0    (feet)  VERTCON   
 FD1550  ___________________________________________________________________
 FD1550  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FD1550  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD1550
 FD1550  HORZ ORDER  -  SECOND
 FD1550  VERT ORDER  -  THIRD ? (See Below)
 FD1550
 FD1550.The horizontal coordinates were established by classical geodetic methods
 FD1550.and adjusted by the National Geodetic Survey in April 1999..
 FD1550
 FD1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1550.The vertical order pertains to the NGVD 29 superseded value.
 FD1550
 FD1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1550
 FD1550.The geoid height was determined by GEOID03.
 FD1550
 FD1550;                    North         East     Units Scale Factor Converg.
 FD1550;SPC TN       -    97,232.233   483,436.600   MT  1.00000866   -0 44 57.8
 FD1550;SPC TN       -   319,002.75  1,586,074.91   sFT  1.00000866   -0 44 57.8
 FD1550;UTM  16      - 3,895,571.103   474,506.800   MT  0.99960801   -0 09 41.2
 FD1550
 FD1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1550!SPC TN       -   0.99995635  x   1.00000866  =   0.99996501
 FD1550!UTM  16      -   0.99995635  x   0.99960801  =   0.99956438
 FD1550
 FD1550|---------------------------------------------------------------------|
 FD1550| PID    Reference Object                     Distance      Geod. Az  |
 FD1550|                                                           dddmmss.s |
 FD1550| CG7787 WESLEY RM 1                          60.988 METERS 02409     |
 FD1550| CG7788 WESLEY RM 2                          53.331 METERS 11344     |
 FD1550| FD1552 WESLEY AZ MK PTA                    APPROX. 0.5 KM 1893124.1 |
 FD1550| FD1553 WESLEY AZ MK                        APPROX. 0.5 KM 1893136.1 |
 FD1550| FD1547 LEOMA TX EASTERN MICROWAVE TWR      APPROX. 8.5 KM 2331016.6 |
 FD1550| FD1546 LEOMA NASHVILLE FLORENCE TV TR      APPROX. 7.3 KM 2332134.0 |
 FD1550| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX. 6.5 KM 3113417.5 |
 FD1550| FD1544 LAWRENCEBURG CATHOLIC CH SPIRE      APPROX. 7.0 KM 3134559.1 |
 FD1550|---------------------------------------------------------------------|
 FD1550
 FD1550                          SUPERSEDED SURVEY CONTROL
 FD1550
 FD1550  NAD 83(1995)-  35 12 10.14518(N)    087 16 48.23409(W) AD(       ) 2
 FD1550  NAD 83(1995)-  35 12 10.15341(N)    087 16 48.23569(W) AD(       ) 2
 FD1550  NAD 83(1986)-  35 12 10.15543(N)    087 16 48.23519(W) AD(       ) 2
 FD1550  NAD 27      -  35 12 09.86300(N)    087 16 48.17200(W) AD(       ) 2
 FD1550  NGVD 29 (07/19/86)  305.67   (m)         1002.9    (f) LEVELING    3  
 FD1550
 FD1550.Superseded values are not recommended for survey control.
 FD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1550.See file dsdata.txt to determine how the superseded data were derived.
 FD1550
 FD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7450795571(NAD 83)
 FD1550_MARKER: DS = TRIANGULATION STATION DISK
 FD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1550
 FD1550  HISTORY     - Date     Condition        Report By
 FD1550  HISTORY     - 1934     MONUMENTED       CGS
 FD1550  HISTORY     - 1950     GOOD             TVA
 FD1550  HISTORY     - 1962     GOOD             CGS
 FD1550  HISTORY     - 1962     GOOD             TNHD
 FD1550  HISTORY     - 1972     GOOD             TVA
 FD1550  HISTORY     - 1979     GOOD             NGS
 FD1550
 FD1550                          STATION DESCRIPTION
 FD1550
 FD1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1550'ABOUT 4 MILES SOUTHEAST OF LAWRENCEBURG, ON PROPERTY OF WESLEY
 FD1550'CHAPEL, IN
 FD1550'SOUTHWEST CORNER OF CHAPEL YARD, AT NORTHWEST CORNER OF
 FD1550'SMALL CEMETERY, AND IN LINE
 FD1550'WITH AND TO SOUTH OF TWO 20-INCH OAK
 FD1550'TREES IN CHAPEL YARD.  TO REACH FROM
 FD1550'LAWRENCEBURG, FOLLOW U S ROUTE
 FD1550'64 EAST 3.8 MILES, TURN RIGHT ONTO DIRT SIDE ROAD WITH
 FD1550'NEW GRAY
 FD1550'BUNGALOW IN SOUTHWEST ANGLE AND FOLLOW THIS ROAD 1.95 MILES TO WESLEY
 FD1550'CHAPEL AND
 FD1550'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FD1550'STATION MARKS IN CONCRETE.
 FD1550'REFERENCE AND AZIMUTH
 FD1550'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1550'CONCRETE.  NO 1 IS IN
 FD1550'CHAPEL YARD, 9 YARDS NORTH-NORTHWEST OF A 14-INCH OAK
 FD1550'TREE, AND
 FD1550'200.19 FEET FROM STATION.  NO 2 IS 15 YARDS
 FD1550'SOUTH-SOUTHEAST OF
 FD1550'20-INCH OAK TREE, 15 YARDS WEST OF CENTER LINE OF
 FD1550'ROAD, AND 175.04 FEET FROM STATION.
 FD1550'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 265.00
 FD1550'FEET.
 FD1550'AZIMUTH MARK IS ON PROPERTY OF MR W E BEARD, 8 YARDS EAST OF CENTER
 FD1550'LINE OF ROAD, AND
 FD1550'0.3 MILE FROM STATION.
 FD1550
 FD1550                          STATION RECOVERY (1950)
 FD1550
 FD1550'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (PSW)
 FD1550'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FD1550'
 FD1550'STATION IS LOCATED 4 MILES SE OF LAWRENCEBURG.  DISK IS STAMPED
 FD1550'WESLEY.
 FD1550'
 FD1550'A MARKER IS SET 2 FEET E OF THE POINT.
 FD1550'
 FD1550'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN FRONT
 FD1550'OF THE HOME OF JIM
 FD1550'THOMAS.  A MARKER WAS SET 2 FEET E OF THE MARK
 FD1550
 FD1550                          STATION RECOVERY (1962)
 FD1550
 FD1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1550'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1550'RECOVERED AND FOUND IN
 FD1550'GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND TILTED IN THE
 FD1550'GROUND AND WAS DUG AROUND,
 FD1550'REPLUMBED, AND REINFORCED WITH CONCRETE AT
 FD1550'THIS TIME.  A DISCREPANCY OF 0.05 FOOT WAS
 FD1550'FOUND IN THE HORIZONTAL
 FD1550'MEASUREMENT TO REFERENCE MARK NO 2.  A NEW CHURCH HAS BEEN
 FD1550'ERECTED NEAR
 FD1550'THE STATION SITE AND THE OLD DESCRIPTION IS NO LONGER ADEQUATE.
 FD1550'FOLLOWING IS A NEW AND
 FD1550'COMPLETE DESCRIPTION.
 FD1550'
 FD1550'THE STATION IS IN THE SOUTHWEST CORNER OF THE CHURCH GROUNDS AND NEAR
 FD1550'THE NORTHWEST CORNER
 FD1550'OF THE CEMETERY AT THE WESLEY CHAPEL CHURCH, ABOUT 4
 FD1550'MILES SOUTHEAST OF LAWRENCEBURG AND
 FD1550'1 MILE NORTHEAST OF THE SMALL
 FD1550'COMMUNITY OF GUM SPRINGS.
 FD1550'
 FD1550'TO REACH FROM THE TRAFFIC LIGHT ON U S HIGHWAY 64, 1 BLOCK NORTH OF
 FD1550'THE LAWRENCE COUNTY
 FD1550'COURTHOUSE SQUARE IN LAWRENCEBURG, GO EAST ON U S
 FD1550'HIGHWAY 64 FOR 0.25 MILE TO THE
 FD1550'JUNCTION WITH U S HIGHWAY 43.  HERE
 FD1550'CONTINUE EASTERLY ON U S HIGHWAY 64 FOR 3.8 MILES
 FD1550'TO A GREY BUNGALOW
 FD1550'IN THE SOUTHWEST ANGLE AND WESLEY CHAPEL ROAD ON THE RIGHT, TURN
 FD1550'RIGHT AND GO
 FD1550'SOUTH FOR 0.75 MILE TO A GRAVELED ROAD ON THE LEFT AND
 FD1550'THE SHAW CEMETERY ON THE
 FD1550'SOUTHEAST ANGLE.  HERE CONTINUE SOUTH, WEST,
 FD1550'AND SOUTH ON WESLEY CHAPEL ROAD FOR 1.25
 FD1550'MILES TO MARABLE ROAD ON THE
 FD1550'RIGHT AND THE WESLEY CHAPEL CHURCH IN THE SOUTHWEST ANGLE
 FD1550'AND THE STATION.
 FD1550'
 FD1550'THE STATION IS 80 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRICK
 FD1550'CHURCH, 26 FEET SOUTHWEST
 FD1550'OF A 16-INCH HICKORY TREE, 23 FEET NORTH OF THE JOHN H
 FD1550'STEPHENS GRAVE MONUMENT, 2.2 FEET
 FD1550'EAST OF A METAL WITNESS POST AND
 FD1550'TVA SIGN, AND AT THE EAST EDGE OF A CULTIVATED
 FD1550'FIELD.  IT IS A
 FD1550'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1550'MONUMENT THAT
 FD1550'PROJECTS 2 INCHES AND THE DISK IS STAMPED WESLEY 1934.
 FD1550'
 FD1550'REFERENCE MARK NO 1 IS AT THE NORTH EDGE OF THE CHURCH GROUNDS, 80
 FD1550'FEET NORTH OF THE
 FD1550'NORTHWEST CORNER OF THE BRICK CHURCH, 28 FEET NORTHWEST OF A
 FD1550'20-INCH OAK TREE, 25 FEET
 FD1550'SOUTH OF THE APPROXIMATE CENTER OF MARABLE
 FD1550'ROAD, AND 22 FEET EAST OF A METAL COVER OVER
 FD1550'A WELL PUMP.  IT IS A
 FD1550'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1550'MONUMENT THAT
 FD1550'PROJECTS 3 INCHES AND THE DISK IS STAMPED WESLEY NO 1 1934.
 FD1550'
 FD1550'REFERENCE MARK NO 2 IS AT THE EAST END OF THE CEMETERY, 49 FEET WEST
 FD1550'OF THE APPROXIMATE
 FD1550'CENTER OF WESLEY CHAPEL ROAD, 44 FEET SOUTH OF A 22-INCH
 FD1550'OAK TREE, 31 FEET SOUTHEAST OF
 FD1550'THE H N BISHOP GRAVE MONUMENT, AND 25
 FD1550'FEET SOUTH OF A SMALL, TWIN TRUNKED, LOCUST TREE.
 FD1550'IT IS A STANDARD
 FD1550'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1550'PROJECTS 2 INCHES
 FD1550'AND THE DISK IS STAMPED WESLEY NO 2 1934.
 FD1550'
 FD1550'THE AZIMUTH MARK IS IN THE NORTHWEST CORNER OF A FIELD ON THE
 FD1550'PROPERTY OF J D THOMAS,
 FD1550'ACROSS WESLEY CHAPEL ROAD FROM THE THOMAS RESIDENCE, 47 FEET
 FD1550'SOUTH OF A UTILITY POLE,
 FD1550'34 FEET EAST OF THE APPROXIMATE CENTER OF
 FD1550'WESLEY CHAPEL ROAD, 24 FEET EAST OF A MAIL
 FD1550'BOX, 2.0 FEET SOUTH OF A
 FD1550'METAL WITNESS POST AND TVA SIGN, AND 1 FOOT SOUTH OF A FENCE.
 FD1550'IT IS A STANDARD
 FD1550'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1550'CONCRETE MONUMENT THAT
 FD1550'PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FD1550'WESLEY AZI 1934.
 FD1550'
 FD1550'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WESLEY CHAPEL
 FD1550'ROAD FOR 0.3 MILE TO THE J
 FD1550'D THOMAS RESIDENCE ON THE RIGHT AND THE MARK ON THE LEFT.
 FD1550
 FD1550                          STATION RECOVERY (1962)
 FD1550
 FD1550'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1550'THE STATION WAS RECOVERED AS DESCRIBED BY W A ZIEGLER IN 1962 AND THE
 FD1550'DESCRIPTION IS
 FD1550'COMPLETELY ADEQUATE.
 FD1550
 FD1550                          STATION RECOVERY (1972)
 FD1550
 FD1550'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (DHS)
 FD1550'WESLEY STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 FD1550'IS GOOD.  REFERENCE MARK NO. 2 IS GOOD.
 FD1550'
 FD1550'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.0 MILES SOUTHEAST
 FD1550'OF LAWRENCEBURG, TENN.
 FD1550'
 FD1550'WESLEY AZ MARK RECOVERED IN GOOD CONDITION.
 FD1550'
 FD1550'DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES SOUTHEAST
 FD1550'OF LAWRENCEBURG.
 FD1550
 FD1550                          STATION RECOVERY (1979)
 FD1550
 FD1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1550'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LAWRENCEBURG,
 FD1550'1 MILE NORTHEAST OF THE SMALL COMMUNITY OF GUM SPRINGS, IN
 FD1550'THE SOUTHWEST CORNER OF THE WESLEY CHAPEL CHURCH GROUNDS AND
 FD1550'NEAR THE NORTHWEST CORNER OF THE CEMETERY.
 FD1550'
 FD1550'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 64 AND 43
 FD1550'IN LAWRENCEBURG,
 FD1550'GO EAST ON U.S. HIGHWAY 64 FOR 3.8 MILES TO WESLEY CHAPEL ROAD ROAD
 FD1550'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON WESLEY CHAPEL ROAD FOR
 FD1550'0.75 MILE TO A SIDE ROAD LEFT AND THE SHAW CEMETERY ON THE LEFT.
 FD1550'CONTINUE SOUTHERLY ON WESLEY
 FD1550'CHAPEL ROAD FOR 1.25 MILES TO MARABLE ROAD ON RIGHT AND THE
 FD1550'WESLEY CHAPEL CHURCH IN THE SOUTHWEST ANGLE AND STATION, AS
 FD1550'DESCRIBED.
 FD1550'
 FD1550'THE STATION IS A STANDARD CGS DISK
 FD1550'STAMPED---WESLEY 1934---,
 FD1550'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1550'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1550'224 FEET WEST FROM CENTER OF WESLEY CHAPEL ROAD,
 FD1550'21.3 FEET NORTH-NORTHWEST FROM STEPHENS HEAD STONE MARKER NORTH
 FD1550'EDGE, AND
 FD1550'6.8 FEET EAST FROM A NORTH AND SOUTH FENCE LINE.
 FD1550'
 FD1550'REFERENCE MARK 1 IS A STANDARD CGS DISK
 FD1550'STAMPED---WESLEY NO 1 1934 ---,
 FD1550'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1550'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1550'54.7 FEET EAST FROM A NORTH AND SOUTH FENCE LINE, AND
 FD1550'25.8  FEET SOUTH FROM CENTER OF A DIRT ROAD.
 FD1550'MARK IS LEVEL WITH STATION.
 FD1550'
 FD1550'REFERENCE MARK 2 IS A STANDARD CGS DISK
 FD1550'STAMPED---WESLEY NO 2 1934---,
 FD1550'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1550'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1550'49.6 FEET WEST FROM  CENTER OF WESLEY CHAPEL ROAD, AND
 FD1550'29.5 FEET SOUTHEAST FROM THE SOUTH EDGE OF BISHOP HEAD
 FD1550'STONE MARKER.
 FD1550'MARK IS LEVEL WITH STATION.
 FD1550'
 FD1550'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS REFERENCE MARK DISK
 FD1550'STAMPED---WESLEY AZI 1934---, SET INTO THE TOP OF A SQUARE
 FD1550'CONCRETE MONUMENT 23 CM ON SIDE PROJECTING 13 CM ABOVE THE GROUND.
 FD1550'IT IS LOCATED
 FD1550'68 FEET SOUTH-SOUTHWEST FROM A 40-INCH OAK TREE,
 FD1550'47 FEET SOUTH-SOUTHEAST FROM A POWER POLE WITH TRANSFORMER,
 FD1550'30 FEET EAST-SOUTHEAST FROM THE CENTER OF WESLEY CHAPEL ROAD, AND
 FD1550'2 FEET SOUTH FROM A METAL WITNESS POST.
 FD1550'
 FD1550'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON WESLEY
 FD1550'CHAPEL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, AS DESCRIBED.
 FD1550'
 FD1550'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED BY THE
 FD1550'CHURCH BUILDING.
 FD1550'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 17.0 METERS.
 FD1550'NOTE, TO CLEAR OTHER LINES, IT WOULD TAKE A 77 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1553 ***********************************************************************
 FD1553  DESIGNATION -  WESLEY AZ MK
 FD1553  PID         -  FD1553
 FD1553  STATE/COUNTY-  TN/LAWRENCE
 FD1553  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1553
 FD1553                         *CURRENT SURVEY CONTROL
 FD1553  ___________________________________________________________________
 FD1553* NAD 83(1995)-  35 11 52.88332(N)    087 16 51.76275(W)     ADJUSTED  
 FD1553* NAVD 88     -       304.6    (meters)     999.     (feet)  VERTCON   
 FD1553  ___________________________________________________________________
 FD1553  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1553  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD1553
 FD1553  HORZ ORDER  -  SECOND
 FD1553
 FD1553.The horizontal coordinates were established by classical geodetic methods
 FD1553.and adjusted by the National Geodetic Survey in April 1999..
 FD1553
 FD1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1553
 FD1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1553
 FD1553.The geoid height was determined by GEOID03.
 FD1553
 FD1553;                    North         East     Units Scale Factor Converg.
 FD1553;SPC TN       -    96,701.482   483,340.375   MT  1.00000958   -0 44 59.9
 FD1553;SPC TN       -   317,261.45  1,585,759.21   sFT  1.00000958   -0 44 59.9
 FD1553;UTM  16      - 3,895,039.605   474,416.063   MT  0.99960807   -0 09 43.2
 FD1553
 FD1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1553!SPC TN       -   0.99995652  x   1.00000958  =   0.99996610
 FD1553!UTM  16      -   0.99995652  x   0.99960807  =   0.99956461
 FD1553
 FD1553                          SUPERSEDED SURVEY CONTROL
 FD1553
 FD1553  NAD 83(1995)-  35 11 52.88374(N)    087 16 51.76320(W) AD(       ) 2
 FD1553  NAD 83(1995)-  35 11 52.89197(N)    087 16 51.76483(W) AD(       ) 2
 FD1553  NAD 83(1986)-  35 11 52.89400(N)    087 16 51.76433(W) AD(       ) 2
 FD1553  NAD 27      -  35 11 52.60116(N)    087 16 51.70089(W) AD(       ) 2
 FD1553  NGVD 29 (07/19/86)  304.6    (m)          999.     (f) VERT ANG       
 FD1553
 FD1553.Superseded values are not recommended for survey control.
 FD1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1553.See file dsdata.txt to determine how the superseded data were derived.
 FD1553
 FD1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7441695040(NAD 83)
 FD1553_MARKER: DG = GRAVITY STATION DISK
 FD1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1553_STAMPING: WESLEY AZI 1934
 FD1553_MARK LOGO: CGS   
 FD1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1553+STABILITY: SURFACE MOTION
 FD1553
 FD1553  HISTORY     - Date     Condition        Report By
 FD1553  HISTORY     - 1979     MONUMENTED       NGS
 FD1553
 FD1553                          STATION DESCRIPTION
 FD1553
 FD1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1553'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LAWRENCEBURG
 FD1553'1 MILE NORTHEAST OF THE SMALL COMMUNITY OF GUM SPRINGS AND ON
 FD1553'THE PROPERTY OF J.D. THOMAS.
 FD1553'
 FD1553'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 43
 FD1553'AND 64 IN LAWRENCEBURG, GO EASTERLY ON U.S. HIGHWAY 64 FOR
 FD1553'3.8 MILES TO WESLEY CHAPEL ROAD ON THE RIGHT .  TURN RIGHT AND
 FD1553'GO SOUTH ON WESLEY CHAPEL ROAD FOR 0.75 MILE TO THE SHAW
 FD1553'CEMETERY ON THE LEFT.  CONTINUE SOUTHERLY ON WESLEY CHAPEL ROAD
 FD1553'FOR 1.25 MILE TO THE WESLEY CHAPEL CHURCH ON THE RIGHT.
 FD1553'CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FD1553'
 FD1553'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 FD1553'STAMPED---WESLEY AZI 1934---, SET INTO THE TOP OF A SQUARE
 FD1553'CONCRETE MONUMENT 23 CM ON A SIDE PROJECTING 13 CM ABOVE THE GROUND.
 FD1553'IT IS LOCATED 68 FEET SOUTH-SOUTHWEST FROM A 40-INCH OAK TREE,
 FD1553'47 FEET SOUTH-SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER,
 FD1553'30 FEET EAST-SOUTHEAST FROM THE CENTER OF WESLEY CHAPEL ROAD, AND
 FD1553'2 FEET SOUTH FROM A METAL WITNESS POST.
 FD1553'
 FD1553'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0240 ***********************************************************************
 FC0240  DESIGNATION -  WEST
 FC0240  PID         -  FC0240
 FC0240  STATE/COUNTY-  TN/KNOX
 FC0240  USGS QUAD   -  BEARDEN (1990)
 FC0240
 FC0240                         *CURRENT SURVEY CONTROL
 FC0240  ___________________________________________________________________
 FC0240* NAD 83(1995)-  35 55 40.51598(N)    084 02 39.47495(W)     ADJUSTED  
 FC0240* NAVD 88     -       326.518  (meters)    1071.25   (feet)  ADJUSTED  
 FC0240  ___________________________________________________________________
 FC0240  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FC0240  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0240  DYNAMIC HT  -         326.214 (meters)    1070.25  (feet)  COMP
 FC0240  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0240
 FC0240  HORZ ORDER  -  SECOND
 FC0240  VERT ORDER  -  SECOND    CLASS 0
 FC0240
 FC0240.The horizontal coordinates were established by classical geodetic methods
 FC0240.and adjusted by the National Geodetic Survey in April 1999..
 FC0240
 FC0240.The orthometric height was determined by differential leveling
 FC0240.and adjusted by the National Geodetic Survey in June 1991..
 FC0240
 FC0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0240
 FC0240.The geoid height was determined by GEOID03.
 FC0240
 FC0240.The dynamic height is computed by dividing the NAVD 88
 FC0240.geopotential number by the normal gravity value computed on the
 FC0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0240.degrees latitude (g = 980.6199 gals.).
 FC0240
 FC0240.The modeled gravity was interpolated from observed gravity values.
 FC0240
 FC0240;                    North         East     Units Scale Factor Converg.
 FC0240;SPC TN       -   178,681.375   776,472.955   MT  0.99994974   +1 08 41.8
 FC0240;SPC TN       -   586,223.81  2,547,478.35   sFT  0.99994974   +1 08 41.8
 FC0240;UTM  16      - 3,979,991.951   766,669.681   MT  1.00047635   +1 44 07.2
 FC0240;UTM  17      - 3,980,237.831   225,334.565   MT  1.00052970   -1 47 14.7
 FC0240
 FC0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0240!SPC TN       -   0.99995357  x   0.99994974  =   0.99990332
 FC0240!UTM  16      -   0.99995357  x   1.00047635  =   1.00042990
 FC0240!UTM  17      -   0.99995357  x   1.00052970  =   1.00048325
 FC0240
 FC0240|---------------------------------------------------------------------|
 FC0240| PID    Reference Object                     Distance      Geod. Az  |
 FC0240|                                                           dddmmss.s |
 FC0240| FC0241 WEST RM 1                            27.365 METERS 06937     |
 FC0240| FC0242 WEST AZ MK                                         0713428.9 |
 FC0240| FC0239 WEST RM 2                            21.434 METERS 26750     |
 FC0240|---------------------------------------------------------------------|
 FC0240
 FC0240                          SUPERSEDED SURVEY CONTROL
 FC0240
 FC0240  NAD 83(1995)-  35 55 40.52274(N)    084 02 39.47329(W) AD(       ) 2
 FC0240  NAD 83(1986)-  35 55 40.52871(N)    084 02 39.47122(W) AD(       ) 2
 FC0240  NAD 27      -  35 55 40.23820(N)    084 02 39.79510(W) AD(       ) 2
 FC0240  NGVD 29 (??/??/92)  326.645  (m)         1071.67   (f) ADJ UNCH    2 0
 FC0240
 FC0240.Superseded values are not recommended for survey control.
 FC0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0240.See file dsdata.txt to determine how the superseded data were derived.
 FC0240
 FC0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6667079992(NAD 83)
 FC0240_MARKER: DS = TRIANGULATION STATION DISK
 FC0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0240_STAMPING: WEST 1960
 FC0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0240+STABILITY: SURFACE MOTION
 FC0240
 FC0240  HISTORY     - Date     Condition        Report By
 FC0240  HISTORY     - 1960     MONUMENTED       CGS
 FC0240  HISTORY     - 1960     GOOD             CGS
 FC0240  HISTORY     - 1982     GOOD             LOCENG
 FC0240
 FC0240                          STATION DESCRIPTION
 FC0240
 FC0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0240'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF KNOXVILLE
 FC0240'AND ON THE SOUTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY WHICH IS
 FC0240'NOW UNDER CONSTRUCTION.
 FC0240'
 FC0240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S.
 FC0240'HIGHWAY 70 TRUCK ROUTE IN THE WEST EDGE OF KNOXVILLE GO WEST ON U.S.
 FC0240'HIGHWAY 70 FOR 1.4 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT,
 FC0240'NORTH, FOR 0.15 MILE TO THE STATION.
 FC0240'
 FC0240'STATION MARK IS 45 FEET EAST OF A 24-INCH OAK TREE. THE MARK IS A
 FC0240'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0240'WEST 1960.
 FC0240'
 FC0240'REFERENCE MARK NO. 1 IS 1.6 FEET WEST OF A WITNESS SIGN. THE MARK IS
 FC0240'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FC0240'STAMPED WEST NO. 1 1960.
 FC0240'
 FC0240'REFERENCE MARK NO. 2 IS 1.8 FEET SOUTH OF A WITNESS SIGN AND IS ABOUT
 FC0240'6 FEET LOWER THAN THE STATION. THE MARK IS A STANDARD DISK SET
 FC0240'IN A CONCRETE POST, SET FLUSH, AND IS STAMPED WEST NO. 2 1960.
 FC0240'
 FC0240'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FC0240'NORTHEAST CORNER OF THE SOUTH BRIDGE ON THE INTERSTATE HIGHWAY. THE
 FC0240'MARK IS SET FLUSH WITH THE SIDE WALK, AND IS STAMPED WEST 1960.
 FC0240'
 FC0240'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE INTERSTATE
 FC0240'HIGHWAY FOR 0.4 MILE TO THE MARK.
 FC0240'
 FC0240'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FC0240
 FC0240                          STATION RECOVERY (1960)
 FC0240
 FC0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0240'4.2 MI W FROM BEARDEN.
 FC0240'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0240'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 2.4 MILES WEST
 FC0240'ON INTERSTATE HIGHWAY 40.  THE STATION IS ABOUT 0.1 MILE EAST
 FC0240'OF AN OVERPASS OVER INTERSTATE 40, ON THE SOUTH RIGHT-OF-WAY, AT
 FC0240'THE CREST OF THE FIRST CUT EAST OF THE OVERPASS, 45 FT. EAST OF A
 FC0240'24-INCH OAK TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0240'PROJECTING 1 INCH.
 FC0240
 FC0240                          STATION RECOVERY (1982)
 FC0240
 FC0240'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0240'ADDITIONALLY NOTED: 'THE STATION MARK IS ALSO APPROX. 175 FT.
 FC0240'NORTHEAST OF THE NORTHEAST CORNER OF THE TRAVELERS INSURANCE BLDG. AT
 FC0240'1900 NORTH WINSTON RD. AND 1 FT. NORTH OF THE S.R.O.W. FENCE LINE,
 FC0240'ALSO 1 FT. NORTH OF A WITNESS POST AND CONCRETE RETAINING WALL .
 FC0240''CHANGE THE DESCRIPTION TO READ: 'THE MARK IS 3' (INCHES) BELOW THE
 FC0240'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2626 ***********************************************************************
 GB2626  DESIGNATION -  WEST
 GB2626  PID         -  GB2626
 GB2626  STATE/COUNTY-  TN/SCOTT
 GB2626  USGS QUAD   -  ONEIDA NORTH (1979)
 GB2626
 GB2626                         *CURRENT SURVEY CONTROL
 GB2626  ___________________________________________________________________
 GB2626* NAD 83(1995)-  36 32 43.46735(N)    084 34 30.83492(W)     ADJUSTED  
 GB2626* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 GB2626  ___________________________________________________________________
 GB2626  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GB2626  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB2626
 GB2626  HORZ ORDER  -  FIRST
 GB2626
 GB2626.The horizontal coordinates were established by classical geodetic methods
 GB2626.and adjusted by the National Geodetic Survey in April 1999..
 GB2626
 GB2626.The orthometric height was scaled from a topographic map.
 GB2626
 GB2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2626
 GB2626.The geoid height was determined by GEOID03.
 GB2626
 GB2626;                    North         East     Units Scale Factor Converg.
 GB2626;SPC TN       -   246,363.571   727,570.699   MT  1.00002537   +0 50 02.8
 GB2626;SPC TN       -   808,277.82  2,387,038.20   sFT  1.00002537   +0 50 02.8
 GB2626;SPC KY1Z     - 1,024,200.555 1,605,202.599   MT  1.00017206   +0 43 16.5
 GB2626;SPC KY1Z     - 3,360,231.32  5,266,402.19   sFT  1.00017206   +0 43 16.5
 GB2626;SPC KY S     -   524,188.855   605,188.714   MT  1.00003942   +0 42 44.8
 GB2626;SPC KY S     - 1,719,776.27  1,985,523.31   sFT  1.00003942   +0 42 44.8
 GB2626;UTM  16      - 4,047,180.570   717,042.899   MT  1.00018042   +1 26 39.9
 GB2626
 GB2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2626!SPC TN       -   0.99992829  x   1.00002537  =   0.99995366
 GB2626!SPC KY1Z     -   0.99992829  x   1.00017206  =   1.00010034
 GB2626!SPC KY S     -   0.99992829  x   1.00003942  =   0.99996771
 GB2626!UTM  16      -   0.99992829  x   1.00018042  =   1.00010870
 GB2626
 GB2626|---------------------------------------------------------------------|
 GB2626| PID    Reference Object                     Distance      Geod. Az  |
 GB2626|                                                           dddmmss.s |
 GB2626| DC2764 WEST RM 1                                          06414     |
 GB2626| GB2511 STANLEY                             APPROX.13.4 KM 1064711.9 |
 GB2626| DC2765 WEST RM 2                                          17336     |
 GB2626| DC2763 WEST AZ MK                                         3482608.4 |
 GB2626|---------------------------------------------------------------------|
 GB2626
 GB2626                          SUPERSEDED SURVEY CONTROL
 GB2626
 GB2626  NAD 83(1995)-  36 32 43.46780(N)    084 34 30.83465(W) AD(       ) 1
 GB2626  NAD 83(1995)-  36 32 43.47660(N)    084 34 30.83861(W) AD(       ) 1
 GB2626  NAD 83(1986)-  36 32 43.47688(N)    084 34 30.83755(W) AD(       ) 1
 GB2626  NAD 27      -  36 32 43.19800(N)    084 34 31.05300(W) AD(       ) 1
 GB2626
 GB2626.Superseded values are not recommended for survey control.
 GB2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2626.See file dsdata.txt to determine how the superseded data were derived.
 GB2626
 GB2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1704347181(NAD 83)
 GB2626_MARKER: DS = TRIANGULATION STATION DISK
 GB2626_SETTING: 66 = SET IN ROCK OUTCROP
 GB2626
 GB2626  HISTORY     - Date     Condition        Report By
 GB2626  HISTORY     - 1935     MONUMENTED       CGS
 GB2626
 GB2626                          STATION DESCRIPTION
 GB2626
 GB2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2626'STATION IS ON THE HIGHEST POINT OF A KNOB KNOWN LOCALLY AS INDIAN
 GB2626'HEAD, ABOUT 5.5 MILES NW OF ONEIDA, 3.5 MILES W OF ROBERTA, ON
 GB2626'THE PROPERTY OF LEONARD TERRY, WHO LIVES ABOUT 0.5 MILES W OF
 GB2626'STATION.
 GB2626'
 GB2626'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 GB2626'BEDROCK.
 GB2626'
 GB2626'REFERENCE MARK NO. 1 A STANDARD BRONZE DISK IS NE OF STATION, SET IN
 GB2626'A BURIED ROCK FLUSH WITH THE GROUND, 3 FEET NW OF AN 11-INCH WHITE
 GB2626'PINE, 4 FEET NE OF 9-INCH RED OAK, AND 19 FEET N OF A 32-INCH RED
 GB2626'OAK.
 GB2626'
 GB2626'REFERENCE MARK NO. 2 A STANDARD BRONZE DISK IS SSE OF STATION SET IN
 GB2626'A 7-INCH BURIED ROCK, FLUSH WITH THE GROUND AND 7 FEET SE OF AN
 GB2626'18-INCH WHITE OAK.
 GB2626'
 GB2626'AZIMUTH MARK, A STANDARD BRONZE DISK, IS NW OF STATION, 8 FEET NE OF
 GB2626'LONE 16-INCH WHITE OAK, 45 FEET NE OF ROAD LEADING TO THE TENANT
 GB2626'HOUSE, AND ABOUT 125 FEET N OF THE HOUSE. IT IS VISIBLE FROM THE
 GB2626'STATION FROM THE GROUND ONLY WITH CONSIDERABLE CLEARING.
 GB2626'IT WAS IMPOSSIBLE TO SET A SUITABLE MARK IN ANY OTHER LOCATION.
 GB2626'
 GB2626'TO REACH FROM ONEIDA AT THE RAILROAD CROSSING, GO N ON U.S. ROUTE 27
 GB2626'FOR 0.85 MILE TO CROSS ROAD. TURN LEFT AND GO 0.15 MILE TO FORK,
 GB2626'TAKE LEFT FORK FOR 0.35 MILE TO FORK, TAKE RIGHT FORK AND GO 1.6
 GB2626'MILES TO FORKS, TAKE LEFT FORK FOR 0.3 MILE TO Y-INTERSECTION.
 GB2626'KEEP STARIGHT AHEAD FOR 1.55 MILES TO FORKS JUST AFTER CROSSING FORD,
 GB2626'TAKE LEFT FORK UP HILL FOR 0.65 MILE TO A T-ROAD LEFT. TURN LEFT AND
 GB2626'GO 0.9 MILE TO HOUSE OF WALTER THOMAS, GO THROUGH GATE AND FOLLOW
 GB2626'ROAD FOR 0.2 MILE TO A T-ROAD SHARP TO THE LEFT, TURN LEFT AND GO
 GB2626'0.25 MILE TO WOODS ROAD FORKS, TAKE LEFT FORK AND GO 0.2 MILE,
 GB2626'PASSING THROUGH GATE, TO TENANT HOUSE ON PROPERTY OF WALTER THOMAS
 GB2626'AND END OF TRUCK TRAVEL. WALK SE PAST THIS HOUSE AND FOLLOW PATH,
 GB2626'PASSING A SPRING, TO CREST OF KNOB AT TRAIL FORKS. TAKE RIGHT FORK
 GB2626'AND GO ABOUT 100 YARDS TO BLAZED TREES AND STATION. STATION IS SET
 GB2626'IN A BURIED ROCK FLUSH WITH THE GROUND, ALONG PATH LEADING ALONG
 GB2626'RIDGE, 10.2 FEET S OF A 14-INCH WHITE OAK WITH TRIANGULAR BLAZE,
 GB2626'12.4 FEET NE OF A 14-INCH CHESTNUT OAK, 18 FEET N OF AN 8-INCH OAK,
 GB2626'WITH TRIANGULAR BLAZE.
 GB2626'
 GB2626'A 64 - FOOT TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1440 ***********************************************************************
 FD1440  DESIGNATION -  WEST
 FD1440  PID         -  FD1440
 FD1440  STATE/COUNTY-  TN/COFFEE
 FD1440  USGS QUAD   -  NORMANDY LAKE (1976)
 FD1440
 FD1440                         *CURRENT SURVEY CONTROL
 FD1440  ___________________________________________________________________
 FD1440* NAD 83(1995)-  35 26 34.58882(N)    086 13 55.86449(W)     ADJUSTED  
 FD1440* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 FD1440  ___________________________________________________________________
 FD1440  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 FD1440  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1440
 FD1440  HORZ ORDER  -  SECOND
 FD1440
 FD1440.The horizontal coordinates were established by classical geodetic methods
 FD1440.and adjusted by the National Geodetic Survey in April 1999..
 FD1440
 FD1440.The orthometric height was scaled from a topographic map.
 FD1440
 FD1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1440
 FD1440.The geoid height was determined by GEOID03.
 FD1440
 FD1440;                    North         East     Units Scale Factor Converg.
 FD1440;SPC TN       -   123,135.475   578,919.767   MT  0.99997156   -0 08 09.3
 FD1440;SPC TN       -   403,986.97  1,899,339.27   sFT  0.99997156   -0 08 09.3
 FD1440;UTM  16      - 3,922,436.149   569,685.460   MT  0.99965984   +0 26 43.0
 FD1440
 FD1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1440!SPC TN       -   0.99995096  x   0.99997156  =   0.99992252
 FD1440!UTM  16      -   0.99995096  x   0.99965984  =   0.99961082
 FD1440
 FD1440:                Primary Azimuth Mark                     Grid Az
 FD1440:SPC TN       -  AIRWAY BEACON 16                         087 48 18.5
 FD1440:UTM  16      -  AIRWAY BEACON 16                         087 13 26.2
 FD1440
 FD1440|---------------------------------------------------------------------|
 FD1440| PID    Reference Object                     Distance      Geod. Az  |
 FD1440|                                                           dddmmss.s |
 FD1440| FD1429 AIRWAY BEACON 16                    APPROX.20.3 KM 0874009.2 |
 FD1440| CG7790 WEST RM 1                            50.323 METERS 08847     |
 FD1440| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX. 9.2 KM 1665451.6 |
 FD1440| FD1436 TULLAHOMA CAMPBELL AND DANN TK      APPROX. 7.9 KM 1704220.2 |
 FD1440| CG7791 WEST RM 2                           APPROX. 4.6 KM 3004841.3 |
 FD1440| CG7789 WEST AZ MK                                         3231532.2 |
 FD1440|---------------------------------------------------------------------|
 FD1440
 FD1440                          SUPERSEDED SURVEY CONTROL
 FD1440
 FD1440  NAD 83(1995)-  35 26 34.59472(N)    086 13 55.86446(W) AD(       ) 2
 FD1440  NAD 83(1995)-  35 26 34.59446(N)    086 13 55.86434(W) AD(       ) 2
 FD1440  NAD 83(1995)-  35 26 34.59691(N)    086 13 55.86500(W) AD(       ) 2
 FD1440  NAD 83(1986)-  35 26 34.60036(N)    086 13 55.86307(W) AD(       ) 2
 FD1440  NAD 27      -  35 26 34.32600(N)    086 13 55.89100(W) AD(       ) 2
 FD1440
 FD1440.Superseded values are not recommended for survey control.
 FD1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1440.See file dsdata.txt to determine how the superseded data were derived.
 FD1440
 FD1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6968522436(NAD 83)
 FD1440_MARKER: DS = TRIANGULATION STATION DISK
 FD1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1440
 FD1440  HISTORY     - Date     Condition        Report By
 FD1440  HISTORY     - 1934     MONUMENTED       CGS
 FD1440
 FD1440                          STATION DESCRIPTION
 FD1440
 FD1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1440'ABOUT 5.5 MILES NORTH-NORTHWEST OF TULLAHOMA, 2.25 MILES
 FD1440'EAST-SOUTHEAST OF
 FD1440'NORMANDY, IN SMALL CLEARING ON PROPERTY OF A S
 FD1440'WEST, ABOUT 150 YARDS SOUTHEAST OF
 FD1440'MR WESTS HOME, 100 FEET WEST OF
 FD1440'10-INCH OAK TREE WITH TRIANGULAR BLAZE, AND 30 FEET
 FD1440'SOUTH OF CENTER
 FD1440'LINE OF ROAD.  TO REACH FROM RAILROAD STATION AT TULLAHOMA, GO
 FD1440'NORTHEAST 0.1 MILE
 FD1440'ON ROUTE 55, TURN LEFT ON TO WASHINGTON STREET AT
 FD1440'SIGN OVOCA 4 MILES, PROCEED ALONG
 FD1440'MAIN ASPHALT ROAD 1.95 MILES, TURN
 FD1440'LEFT ONTO GRAVEL ROAD, FOLLOW MAIN ROAD 4.05 MILES
 FD1440'(OR 0.35 MILE PAST
 FD1440'WHITE SCHOOLHOUSE ON RIGHT), TURN LEFT AT T-ROAD, AND PROCEED 0.75
 FD1440'MILE TO TOP OF
 FD1440'GRADE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1440'DISK STATION MARKS IN CONCRETE.
 FD1440'REFERENCE AND
 FD1440'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1440'CONCRETE.  NO
 FD1440'1 IS ABOUT 45 FEET NORTH- NORTHEAST OF 10-INCH OAK TREE WITH
 FD1440'TRIANGULAR
 FD1440'BLAZE, 15 FEET NORTH OF CENTER LINE OF ROAD, AND 165.1
 FD1440'FEET FROM STATION N 88 DEG 47 MIN E.
 FD1440'NO 2 IS IN CULTIVATED
 FD1440'FIELD, 15 FEET NORTH OF CENTER LINE OF ROAD,
 FD1440'AND 151.5 FEET FROM
 FD1440'STATION N 59 DEG 11 MIN W.  AZIMUTH MARK IS IN BARNYARD
 FD1440'OF LAWRENCE
 FD1440'THRONEBERRY, 10 FEET SOUTH OF CENTER LINE OF ROAD, 60 FEET
 FD1440'NORTHEAST OF 30-INCH OAK
 FD1440'TREE, AND 0.15 MILE FROM STATION
 FD1440'N 36 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0242 ***********************************************************************
 FC0242  DESIGNATION -  WEST AZ MK
 FC0242  PID         -  FC0242
 FC0242  STATE/COUNTY-  TN/KNOX
 FC0242  USGS QUAD   -  BEARDEN (1990)
 FC0242
 FC0242                         *CURRENT SURVEY CONTROL
 FC0242  ___________________________________________________________________
 FC0242* NAD 83(1986)-  35 55 48.     (N)    084 02 13.     (W)     SCALED    
 FC0242* NAVD 88     -       312.765  (meters)    1026.13   (feet)  ADJUSTED  
 FC0242  ___________________________________________________________________
 FC0242  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0242  DYNAMIC HT  -         312.473 (meters)    1025.17  (feet)  COMP
 FC0242  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0242
 FC0242  VERT ORDER  -  SECOND    CLASS 0
 FC0242
 FC0242.The horizontal coordinates were scaled from a topographic map and have
 FC0242.an estimated accuracy of +/- 6 seconds.
 FC0242
 FC0242.The orthometric height was determined by differential leveling
 FC0242.and adjusted by the National Geodetic Survey in June 1991..
 FC0242
 FC0242.The geoid height was determined by GEOID03.
 FC0242
 FC0242.The dynamic height is computed by dividing the NAVD 88
 FC0242.geopotential number by the normal gravity value computed on the
 FC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0242.degrees latitude (g = 980.6199 gals.).
 FC0242
 FC0242.The modeled gravity was interpolated from observed gravity values.
 FC0242
 FC0242;                    North         East    Units  Estimated Accuracy
 FC0242;SPC TN       -   178,930.      777,130.      MT  (+/- 180 meters Scaled)
 FC0242
 FC0242                          SUPERSEDED SURVEY CONTROL
 FC0242
 FC0242  NGVD 29 (??/??/92)  312.893  (m)         1026.55   (f) ADJ UNCH    2 0
 FC0242
 FC0242.Superseded values are not recommended for survey control.
 FC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0242.See file dsdata.txt to determine how the superseded data were derived.
 FC0242
 FC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE673802(NAD 83)
 FC0242_MARKER: DZ = AZIMUTH MARK DISK
 FC0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0242_SP_SET: OVERPASS
 FC0242_STAMPING: WEST 1960
 FC0242_MARK LOGO: CGS   
 FC0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0242
 FC0242  HISTORY     - Date     Condition        Report By
 FC0242  HISTORY     - 1960     MONUMENTED       CGS
 FC0242  HISTORY     - 1982     GOOD             LOCENG
 FC0242
 FC0242                          STATION DESCRIPTION
 FC0242
 FC0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0242'3.8 MI W FROM BEARDEN.
 FC0242'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0242'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 2.0 MILES WEST
 FC0242'ON INTERSTATE HIGHWAY 40 TO AN OVERPASS.  THE AZIMUTH MARK DISK IS
 FC0242'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE SOUTH
 FC0242'OVERPASS AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FC0242
 FC0242                          STATION RECOVERY (1982)
 FC0242
 FC0242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0242'THE MARK IS LOCATED ON A BRIDGE OVER BUCKINGHAM RD. WHICH IS THE
 FC0242'FIRST OVERPASS EAST OF WEST HILLS EXIT 380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0241 ***********************************************************************
 FC0241  DESIGNATION -  WEST RM 1
 FC0241  PID         -  FC0241
 FC0241  STATE/COUNTY-  TN/KNOX
 FC0241  USGS QUAD   -  BEARDEN (1990)
 FC0241
 FC0241                         *CURRENT SURVEY CONTROL
 FC0241  ___________________________________________________________________
 FC0241* NAD 83(1986)-  35 55 40.     (N)    084 02 39.     (W)     SCALED    
 FC0241* NAVD 88     -       326.718  (meters)    1071.91   (feet)  ADJUSTED  
 FC0241  ___________________________________________________________________
 FC0241  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0241  DYNAMIC HT  -         326.414 (meters)    1070.91  (feet)  COMP
 FC0241  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0241
 FC0241  VERT ORDER  -  SECOND    CLASS 0
 FC0241
 FC0241.The horizontal coordinates were scaled from a topographic map and have
 FC0241.an estimated accuracy of +/- 6 seconds.
 FC0241
 FC0241.The orthometric height was determined by differential leveling
 FC0241.and adjusted by the National Geodetic Survey in June 1991..
 FC0241
 FC0241.The geoid height was determined by GEOID03.
 FC0241
 FC0241.The dynamic height is computed by dividing the NAVD 88
 FC0241.geopotential number by the normal gravity value computed on the
 FC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0241.degrees latitude (g = 980.6199 gals.).
 FC0241
 FC0241.The modeled gravity was interpolated from observed gravity values.
 FC0241
 FC0241;                    North         East    Units  Estimated Accuracy
 FC0241;SPC TN       -   178,670.      776,490.      MT  (+/- 180 meters Scaled)
 FC0241
 FC0241                          SUPERSEDED SURVEY CONTROL
 FC0241
 FC0241  NGVD 29 (??/??/92)  326.846  (m)         1072.33   (f) ADJ UNCH    2 0
 FC0241
 FC0241.Superseded values are not recommended for survey control.
 FC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0241.See file dsdata.txt to determine how the superseded data were derived.
 FC0241
 FC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE666799(NAD 83)
 FC0241_MARKER: DR = REFERENCE MARK DISK
 FC0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0241_STAMPING: WEST NO 1 1960
 FC0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0241+STABILITY: SURFACE MOTION
 FC0241
 FC0241  HISTORY     - Date     Condition        Report By
 FC0241  HISTORY     - 1960     MONUMENTED       CGS
 FC0241  HISTORY     - 1982     GOOD             LOCENG
 FC0241
 FC0241                          STATION DESCRIPTION
 FC0241
 FC0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0241'4.2 MI W FROM BEARDEN.
 FC0241'THIS MARK IS LOCATED AT THE WEST 1960 STATION SITE, 90 FT.
 FC0241'NORTHEAST OF THE STATION MARK AND 1.6 FT. WEST OF A WITNESS SIGN.
 FC0241'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FC0241'THE GROUND.
 FC0241
 FC0241                          STATION RECOVERY (1982)
 FC0241
 FC0241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0241'ADDITIONALLY NOTED: REMOVED FROM THE CURRENT DESCRIPTION THE WORDS
 FC0241''1.6 FEET WEST' AND INSERT '9 FEET NORTH OF S.R.O.W. FENCE AND 8 FT.
 FC0241'SOUTH'. CHANGE THE WORDS 'SET FLUSH' TO 'PROTRUDING 1 INCH ABOVE THE
 FC0241'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0239 ***********************************************************************
 FC0239  DESIGNATION -  WEST RM 2
 FC0239  PID         -  FC0239
 FC0239  STATE/COUNTY-  TN/KNOX
 FC0239  USGS QUAD   -  BEARDEN (1990)
 FC0239
 FC0239                         *CURRENT SURVEY CONTROL
 FC0239  ___________________________________________________________________
 FC0239* NAD 83(1986)-  35 55 40.     (N)    084 02 39.     (W)     SCALED    
 FC0239* NAVD 88     -       324.216  (meters)    1063.70   (feet)  ADJUSTED  
 FC0239  ___________________________________________________________________
 FC0239  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0239  DYNAMIC HT  -         323.914 (meters)    1062.71  (feet)  COMP
 FC0239  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0239
 FC0239  VERT ORDER  -  SECOND    CLASS 0
 FC0239
 FC0239.The horizontal coordinates were scaled from a topographic map and have
 FC0239.an estimated accuracy of +/- 6 seconds.
 FC0239
 FC0239.The orthometric height was determined by differential leveling
 FC0239.and adjusted by the National Geodetic Survey in June 1991..
 FC0239
 FC0239.The geoid height was determined by GEOID03.
 FC0239
 FC0239.The dynamic height is computed by dividing the NAVD 88
 FC0239.geopotential number by the normal gravity value computed on the
 FC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0239.degrees latitude (g = 980.6199 gals.).
 FC0239
 FC0239.The modeled gravity was interpolated from observed gravity values.
 FC0239
 FC0239;                    North         East    Units  Estimated Accuracy
 FC0239;SPC TN       -   178,670.      776,490.      MT  (+/- 180 meters Scaled)
 FC0239
 FC0239                          SUPERSEDED SURVEY CONTROL
 FC0239
 FC0239  NGVD 29 (??/??/92)  324.343  (m)         1064.12   (f) ADJ UNCH    2 0
 FC0239
 FC0239.Superseded values are not recommended for survey control.
 FC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0239.See file dsdata.txt to determine how the superseded data were derived.
 FC0239
 FC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE666799(NAD 83)
 FC0239_MARKER: DR = REFERENCE MARK DISK
 FC0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0239_STAMPING: WEST NO 2 1960
 FC0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0239+STABILITY: SURFACE MOTION
 FC0239
 FC0239  HISTORY     - Date     Condition        Report By
 FC0239  HISTORY     - 1960     MONUMENTED       CGS
 FC0239  HISTORY     - 1982     GOOD             LOCENG
 FC0239
 FC0239                          STATION DESCRIPTION
 FC0239
 FC0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0239'4.2 MI W FROM BEARDEN.
 FC0239'THIS MARK IS LOCATED AT THE WEST 1960 STATION SITE, 70.3 FT. WEST
 FC0239'OF THE STATION MARK AND 1.8 FT. SOUTH OF A WITNESS SIGN.  THE
 FC0239'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0239'GROUND.
 FC0239
 FC0239                          STATION RECOVERY (1982)
 FC0239
 FC0239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0239'ADDITINOALLY NOTED: THE MARK IS ALSO APPROXIMATELY 100 FT. NORTHEAST
 FC0239'OF THE NORTHEAST CORNER OF THE TRAVELERS INS. CO. BLDG. AT 1900 NORTH
 FC0239'WINSTON RD. 17 FT. NORTH OF I-40 SOUTH SIDE R.O.W. FENCE AND 1 FT.
 FC0239'NORTH OF A 4 INCH DIAMETER OAK TREE. 'CHANGE, IN THE CURRENT
 FC0239'DESCRIPTION, THE WORDS '1.8 FT.' TO '1 FT.' AND CHANGE 'SET FLUSH' TO
 FC0239''2 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2086 ***********************************************************************
 GC2086  DESIGNATION -  WESTMORELAND MUNICIPAL TANK
 GC2086  PID         -  GC2086
 GC2086  STATE/COUNTY-  TN/SUMNER
 GC2086  USGS QUAD   -  WESTMORELAND (1979)
 GC2086
 GC2086                         *CURRENT SURVEY CONTROL
 GC2086  ___________________________________________________________________
 GC2086* NAD 83(1995)-  36 33 44.80019(N)    086 14 59.66384(W)     ADJUSTED  
 GC2086* NAVD 88     -                                                        
 GC2086  ___________________________________________________________________
 GC2086  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC2086  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2086
 GC2086  HORZ ORDER  -  THIRD
 GC2086
 GC2086.The horizontal coordinates were established by classical geodetic methods
 GC2086.and adjusted by the National Geodetic Survey in April 1999..
 GC2086
 GC2086
 GC2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2086
 GC2086.The geoid height was determined by GEOID03.
 GC2086
 GC2086;                    North         East     Units Scale Factor Converg.
 GC2086;SPC TN       -   247,354.151   577,627.955   MT  1.00002910   -0 08 46.7
 GC2086;SPC TN       -   811,527.74  1,895,101.05   sFT  1.00002910   -0 08 46.7
 GC2086;SPC KY1Z     - 1,025,549.154 1,455,241.622   MT  1.00016529   -0 18 24.9
 GC2086;SPC KY1Z     - 3,364,655.85  4,774,405.22   sFT  1.00016529   -0 18 24.9
 GC2086;SPC KY S     -   525,543.900   455,247.429   MT  1.00003541   -0 18 11.4
 GC2086;SPC KY S     - 1,724,221.95  1,493,590.94   sFT  1.00003541   -0 18 11.4
 GC2086;UTM  16      - 4,046,596.443   567,121.394   MT  0.99965551   +0 26 48.6
 GC2086
 GC2086                          SUPERSEDED SURVEY CONTROL
 GC2086
 GC2086  NAD 83(1995)-  36 33 44.80059(N)    086 14 59.66426(W) AD(       ) 4
 GC2086  NAD 83(1995)-  36 33 44.80894(N)    086 14 59.66718(W) AD(       ) 4
 GC2086  NAD 83(1986)-  36 33 44.81017(N)    086 14 59.66726(W) AD(       ) 4
 GC2086  NAD 27      -  36 33 44.65600(N)    086 14 59.70900(W) AD(       ) 3
 GC2086
 GC2086.Superseded values are not recommended for survey control.
 GC2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2086.See file dsdata.txt to determine how the superseded data were derived.
 GC2086
 GC2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6712146596(NAD 83)
 GC2086_MARKER: 51 = TANK
 GC2086
 GC2086  HISTORY     - Date     Condition        Report By
 GC2086  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2086
 GC2086                          STATION DESCRIPTION
 GC2086
 GC2086'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2378 ***********************************************************************
 FE2378  DESIGNATION -  WESTOVER MUNICIPAL TANK
 FE2378  PID         -  FE2378
 FE2378  STATE/COUNTY-  TN/MADISON
 FE2378  USGS QUAD   -  WESTOVER (1981)
 FE2378
 FE2378                         *CURRENT SURVEY CONTROL
 FE2378  ___________________________________________________________________
 FE2378* NAD 83(1995)-  35 36 24.44821(N)    088 53 31.69510(W)     ADJUSTED  
 FE2378* NAVD 88     -                                                        
 FE2378  ___________________________________________________________________
 FE2378  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FE2378  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2378
 FE2378  HORZ ORDER  -  THIRD
 FE2378
 FE2378.The horizontal coordinates were established by classical geodetic methods
 FE2378.and adjusted by the National Geodetic Survey in April 1999..
 FE2378
 FE2378
 FE2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2378
 FE2378.The geoid height was determined by GEOID03.
 FE2378
 FE2378;                    North         East     Units Scale Factor Converg.
 FE2378;SPC TN       -   145,160.561   337,995.494   MT  0.99995623   -1 41 35.4
 FE2378;SPC TN       -   476,247.61  1,108,906.88   sFT  0.99995623   -1 41 35.4
 FE2378;UTM  16      - 3,941,985.271   328,613.490   MT  0.99996197   -1 06 06.9
 FE2378
 FE2378                          SUPERSEDED SURVEY CONTROL
 FE2378
 FE2378  NAD 83(1995)-  35 36 24.45327(N)    088 53 31.69959(W) AD(       ) 4
 FE2378  NAD 83(1986)-  35 36 24.45978(N)    088 53 31.69594(W) AD(       ) 4
 FE2378  NAD 27      -  35 36 24.19300(N)    088 53 31.48000(W) AD(       ) 3
 FE2378
 FE2378.Superseded values are not recommended for survey control.
 FE2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2378.See file dsdata.txt to determine how the superseded data were derived.
 FE2378
 FE2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2861341985(NAD 83)
 FE2378_MARKER: 53 = ELEVATED TANK
 FE2378_SETTING: 0 = UNSPECIFIED SETTING
 FE2378
 FE2378  HISTORY     - Date     Condition        Report By
 FE2378  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2378  HISTORY     - 1965     GOOD             CGS
 FE2378  HISTORY     - 1979     GOOD             NGS
 FE2378
 FE2378                          STATION DESCRIPTION
 FE2378
 FE2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2378'THE STATION IS THE CENTER OF THE TOP OF THE TANK, WHICH IS ON U.S.
 FE2378'HIGHWAY 70, AT THE WEST EDGE OF THE SETTLEMENT OF WESTOVER.  THE
 FE2378'TANK HAS AN OVERALL HEIGHT OF ABOUT 65 FEET AND IS PAINTED SILVER.
 FE2378'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 200 FEET SOUTH OF THE
 FE2378'CENTERLINE OF HIGHWAY 70.
 FE2378
 FE2378                          STATION RECOVERY (1965)
 FE2378
 FE2378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2378'RECOVERED IN GOOD CONDITION.
 FE2378
 FE2378                          STATION RECOVERY (1979)
 FE2378
 FE2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2378'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FE2378'
 FE2378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 FE2378'JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2347 ***********************************************************************
 FE2347  DESIGNATION -  WESTWOOD
 FE2347  PID         -  FE2347
 FE2347  STATE/COUNTY-  TN/MADISON
 FE2347  USGS QUAD   -  JACKSON NORTH (1983)
 FE2347
 FE2347                         *CURRENT SURVEY CONTROL
 FE2347  ___________________________________________________________________
 FE2347* NAD 83(1995)-  35 37 55.30195(N)    088 50 20.84947(W)     ADJUSTED  
 FE2347* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2347  ___________________________________________________________________
 FE2347  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2347  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2347
 FE2347  HORZ ORDER  -  FIRST
 FE2347
 FE2347.The horizontal coordinates were established by classical geodetic methods
 FE2347.and adjusted by the National Geodetic Survey in April 1999..
 FE2347
 FE2347.The orthometric height was scaled from a topographic map.
 FE2347
 FE2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2347
 FE2347.The geoid height was determined by GEOID03.
 FE2347
 FE2347;                    North         East     Units Scale Factor Converg.
 FE2347;SPC TN       -   147,818.748   342,877.874   MT  0.99995459   -1 39 43.7
 FE2347;SPC TN       -   484,968.68  1,124,925.16   sFT  0.99995459   -1 39 43.7
 FE2347;UTM  16      - 3,944,693.656   333,468.180   MT  0.99994176   -1 04 18.0
 FE2347
 FE2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2347!SPC TN       -   0.99998466  x   0.99995459  =   0.99993925
 FE2347!UTM  16      -   0.99998466  x   0.99994176  =   0.99992642
 FE2347
 FE2347:                Primary Azimuth Mark                     Grid Az
 FE2347:SPC TN       -  JACKSON RAD STA WTJS FM MAST             021 11 44.0
 FE2347:UTM  16      -  JACKSON RAD STA WTJS FM MAST             020 36 18.3
 FE2347
 FE2347|---------------------------------------------------------------------|
 FE2347| PID    Reference Object                     Distance      Geod. Az  |
 FE2347|                                                           dddmmss.s |
 FE2347| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 1.7 KM 0193200.3 |
 FE2347| CG5348 WESTWOOD RM 2                        15.886 METERS 09122     |
 FE2347| FE2354 JACKSON FED COMP WHSE TANK 1        APPROX. 3.3 KM 1474037.3 |
 FE2347| CG5347 WESTWOOD RM 1                        16.003 METERS 35916     |
 FE2347|---------------------------------------------------------------------|
 FE2347
 FE2347                          SUPERSEDED SURVEY CONTROL
 FE2347
 FE2347  NAD 83(1995)-  35 37 55.30690(N)    088 50 20.85432(W) AD(       ) 1
 FE2347  NAD 83(1986)-  35 37 55.31347(N)    088 50 20.85031(W) AD(       ) 1
 FE2347  NAD 27      -  35 37 55.06000(N)    088 50 20.64200(W) AD(       ) 1
 FE2347
 FE2347.Superseded values are not recommended for survey control.
 FE2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2347.See file dsdata.txt to determine how the superseded data were derived.
 FE2347
 FE2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3346844694(NAD 83)
 FE2347_MARKER: DS = TRIANGULATION STATION DISK
 FE2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2347
 FE2347  HISTORY     - Date     Condition        Report By
 FE2347  HISTORY     - 1951     MONUMENTED       CGS
 FE2347
 FE2347                          STATION DESCRIPTION
 FE2347
 FE2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2347'STATION IS LOCATED ON THE SOUTHEAST CORNER OF WESTWOOD AVE. AND
 FE2347'RUSSELL ROAD IN THE CITY OF JACKSON.  IT IS 125 FEET EAST OF THE
 FE2347'INTERSECTION OF THE TWO STREETS, 56 FEET NORTHEAST OF THE NORTHEAST
 FE2347'CORNER OF HOUSE NO. 878 WESTWOOD AVE.  AND 22 FEET SOUTH OF THE
 FE2347'CENTER OF WESTWOOD AVE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 FE2347'DISK IS STAMPED WESTWOOD 1951.
 FE2347'
 FE2347'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF A 12 INCH MAPLE TREE AND
 FE2347'30 FEET NORTH OF THE CENTER OF WESTWOOD AVE.  THE MARK IS FLUSH WITH
 FE2347'THE GROUND AND THE DISK IS STAMPED WESTWOOD NO 1 1951.
 FE2347'
 FE2347'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF WESTWOOD AVE.
 FE2347'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WESTWOOD
 FE2347'NO 2 1951.
 FE2347'
 FE2347'(NOTE-STATION HOSPITAL IS VISIBLE FROM THE GROUND.)
 FE2347'
 FE2347'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2572 ***********************************************************************
 FE2572  DESIGNATION -  WHITE
 FE2572  PID         -  FE2572
 FE2572  STATE/COUNTY-  TN/SHELBY
 FE2572  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2572
 FE2572                         *CURRENT SURVEY CONTROL
 FE2572  ___________________________________________________________________
 FE2572* NAD 83(1995)-  35 06 06.21262(N)    089 53 11.49466(W)     ADJUSTED  
 FE2572* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 FE2572  ___________________________________________________________________
 FE2572  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2572  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2572
 FE2572  HORZ ORDER  -  FIRST
 FE2572
 FE2572.The horizontal coordinates were established by classical geodetic methods
 FE2572.and adjusted by the National Geodetic Survey in April 1999..
 FE2572
 FE2572.The orthometric height was scaled from a topographic map.
 FE2572
 FE2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2572
 FE2572.The geoid height was determined by GEOID03.
 FE2572
 FE2572;                    North         East     Units Scale Factor Converg.
 FE2572;SPC TN       -    92,289.530   245,728.466   MT  1.00002947   -2 16 31.2
 FE2572;SPC TN       -   302,786.57    806,194.14   sFT  1.00002947   -2 16 31.2
 FE2572;UTM  16      - 3,888,137.189   236,888.094   MT  1.00045327   -1 39 38.9
 FE2572
 FE2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2572!SPC TN       -   0.99998844  x   1.00002947  =   1.00001791
 FE2572!UTM  16      -   0.99998844  x   1.00045327  =   1.00044171
 FE2572
 FE2572:                Primary Azimuth Mark                     Grid Az
 FE2572:SPC TN       -  MEMPHIS SOUTH CHIMNEY                    282 40 08.9
 FE2572:UTM  16      -  MEMPHIS SOUTH CHIMNEY                    282 03 16.6
 FE2572
 FE2572|---------------------------------------------------------------------|
 FE2572| PID    Reference Object                     Distance      Geod. Az  |
 FE2572|                                                           dddmmss.s |
 FE2572| FF1995 MEMPHIS SOUTH CHIMNEY               APPROX.15.2 KM 2802337.7 |
 FE2572| FF2001 MEMPHIS NEXT CHIMNEY                APPROX.15.2 KM 2802724.4 |
 FE2572| FF1996 MEMPHIS LOW CHIMNEY                 APPROX.15.1 KM 2802902.4 |
 FE2572| CG5350 WHITE RM 1                           32.140 METERS 28709     |
 FE2572| FE2571 WATER TANK 1                        APPROX. 5.1 KM 2930544.8 |
 FE2572|---------------------------------------------------------------------|
 FE2572
 FE2572                          SUPERSEDED SURVEY CONTROL
 FE2572
 FE2572  NAD 83(1995)-  35 06 06.21447(N)    089 53 11.49495(W) AD(       ) 1
 FE2572  NAD 83(1995)-  35 06 06.21725(N)    089 53 11.49590(W) AD(       ) 1
 FE2572  NAD 83(1986)-  35 06 06.22296(N)    089 53 11.49574(W) AD(       ) 1
 FE2572  NAD 27      -  35 06 05.89600(N)    089 53 11.17900(W) AD(       ) 1
 FE2572
 FE2572.Superseded values are not recommended for survey control.
 FE2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2572.See file dsdata.txt to determine how the superseded data were derived.
 FE2572
 FE2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3688888137(NAD 83)
 FE2572_MARKER: DS = TRIANGULATION STATION DISK
 FE2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2572
 FE2572  HISTORY     - Date     Condition        Report By
 FE2572  HISTORY     - 1914     MONUMENTED       CGS
 FE2572  HISTORY     - 1929     GOOD             CGS
 FE2572  HISTORY     - 1955     GOOD             CGS
 FE2572  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FE2572
 FE2572                          STATION DESCRIPTION
 FE2572
 FE2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FE2572'ABOUT 1 MILE SOUTHEAST FROM WHITE RAILROAD STATION, ABOUT 1/2 MILE
 FE2572'SOUTH OF SOUTHERN RAILWAY TRACKS, ABOUT 1/2 MILE EAST OF ROAD
 FE2572'WHICH LEADS SOUTH FROM WHITE, ABOUT 200 METERS (656 FEET) WEST OF OLD
 FE2572'BURYING GROUND, ABOUT 30 METERS (98 FEET) EAST OF 1-ACRE TRACT
 FE2572'OWNED BY C. TUGGLE, ABOUT 100 METERS (328 FEET) NORTH OF
 FE2572'CREEK BED, ABOUT 100 METERS (328 FEET) WEST OF WOODED RAVINE,
 FE2572'AND ON PROPERTY LINE (IN 1914) BETWEEN LAND OF RALPH GRAHAM TO NORTH
 FE2572'AND THAT OF N.E. PERKINS TO SOUTH.  (IN 1929 MEMPHIS COUNTRY CLUB
 FE2572'OWNED LAND TO SOUTH.) TO REACH FROM MEMPHIS, FOLLOW POPLAR
 FE2572'AVENUE TO WHITE STATION, TURN AND GO SOUTH (CROSSING ASPHALT ROAD 0.4
 FE2572'MILE FROM WHITE) TO DIRT LANE LEADING EAST 1.0 MILE SOUTH OF
 FE2572'WHITE, AND FOLLOW LANE ABOUT 0.6 MILE TO END AT STATION SITE IN REAR
 FE2572'OF HOUSE AND IMMEDIATELY WEST OF RAMSHACKLE CHICKEN
 FE2572'HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE2572'CONCRETE.  REFERENCE MARK IS STANDARD REFERENCE
 FE2572'DISK IN CONCRETE, ON NORTH FENCE LINE BETWEEN LANDS OF
 FE2572'TUGGLE AND E.E. DAVIS, ABOUT 3 METERS (10 FEET) WEST OF DAVIS EAST
 FE2572'LINE, AND 32.14 METERS (105.4 FEET) FROM STATION N 72 DEG 51 MIN W.
 FE2572'IN 1929 IT WAS REPORTED THAT TWO REFERENCE MARKS WERE
 FE2572'RECOVERED, BUT LOCATION OF SECOND ONE WAS NOT DESCRIBED.
 FE2572
 FE2572                          STATION RECOVERY (1955)
 FE2572
 FE2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 FE2572'STATION MARK RECOVERED WITH DISK SLIGHTLY DISFIGURED BUT OTHERWISE IN
 FE2572'GOOD CONDITION.  THE REFERENCE MARK DESCRIBED HAS BEEN DESTROYED.
 FE2572'FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD READ AS FOLLOWS-
 FE2572'
 FE2572'LOCATED ABOUT 0.5 MILES SE OF THE INTERSECTION OF PARK AVENUE AND MT.
 FE2572'MORIAH ROAD, WHICH IS ON THE EAST CITY LIMITS LINE OF MEMPHIS,
 FE2572'TENNESSEE.  ON LAND OWNED BY MR. G.J. GOGGIO, ON A KNOLL IN YARD OF
 FE2572'TENANT, 31 FT. ESE OF SE CORNER OF TENANT HOUSE, AND 8 FT.
 FE2572'NORTH OF SOUTH PROPERTY FENCE.  THE GROUND DROPS OFF SHARPLY TO SOUTH
 FE2572'AND WEST DUE TO EXTENSIVE EXCAVATING FOR LARGE HOUSING DEVELOPMENT
 FE2572'NOW UNDER CONSTRUCTION.
 FE2572'
 FE2572'MARKED BY A STANDARD DISK (DISFIGURED) SET IN THE TOP OF A SQUARE
 FE2572'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 FE2572'
 FE2572'TO REACH FROM THE INTERSECTION OF PARK AVENUE AND MT. MORIAH ROAD, GO
 FE2572'EASTERLY ALONG PARK AVENUE FOR 0.5 MILE TO TRAIL ON RIGHT JUST
 FE2572'SHORT OF MR. G.J. GOGGIOS HOUSE, TURN RIGHT AND FOLLOW TRAIL 0.3 MILE
 FE2572'TO TENANT HOUSE ON KNOLL.
 FE2572
 FE2572                          STATION RECOVERY (1957)
 FE2572
 FE2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2572'THE STATION WAS NOT RECOVERED.  A NEW HOUSING DEVELOPMENT NOW EXISTS
 FE2572'AT THIS STATION SITE ACCORDING TO A LOCAL RESIDENT, ALL MARKS WERE
 FE2572'DESTROYED AT THAT TIME.  THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1480 ***********************************************************************
 FE1480  DESIGNATION -  WHITE 2
 FE1480  PID         -  FE1480
 FE1480  STATE/COUNTY-  TN/SHELBY
 FE1480  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1480
 FE1480                         *CURRENT SURVEY CONTROL
 FE1480  ___________________________________________________________________
 FE1480* NAD 83(1995)-  35 06 17.49876(N)    089 53 00.12524(W)     ADJUSTED  
 FE1480* NAVD 88     -       107.028  (meters)     351.14   (feet)  ADJUSTED  
 FE1480  ___________________________________________________________________
 FE1480  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE1480  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1480  DYNAMIC HT  -         106.930 (meters)     350.82  (feet)  COMP
 FE1480  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FE1480
 FE1480  HORZ ORDER  -  SECOND
 FE1480  VERT ORDER  -  SECOND    CLASS 0
 FE1480
 FE1480.The horizontal coordinates were established by classical geodetic methods
 FE1480.and adjusted by the National Geodetic Survey in April 1999..
 FE1480
 FE1480.The orthometric height was determined by differential leveling
 FE1480.and adjusted by the National Geodetic Survey in June 1991..
 FE1480
 FE1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1480
 FE1480.The geoid height was determined by GEOID03.
 FE1480
 FE1480.The dynamic height is computed by dividing the NAVD 88
 FE1480.geopotential number by the normal gravity value computed on the
 FE1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1480.degrees latitude (g = 980.6199 gals.).
 FE1480
 FE1480.The modeled gravity was interpolated from observed gravity values.
 FE1480
 FE1480;                    North         East     Units Scale Factor Converg.
 FE1480;SPC TN       -    92,625.648   246,029.991   MT  1.00002878   -2 16 24.5
 FE1480;SPC TN       -   303,889.31    807,183.40   sFT  1.00002878   -2 16 24.5
 FE1480;UTM  16      - 3,888,476.665   237,186.124   MT  1.00045134   -1 39 32.8
 FE1480
 FE1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1480!SPC TN       -   0.99998750  x   1.00002878  =   1.00001628
 FE1480!UTM  16      -   0.99998750  x   1.00045134  =   1.00043884
 FE1480
 FE1480|---------------------------------------------------------------------|
 FE1480| PID    Reference Object                     Distance      Geod. Az  |
 FE1480|                                                           dddmmss.s |
 FE1480| FE1482 WHITE 2 RM 1                         25.894 METERS 03836     |
 FE1480| FE1483 WHITE 2 RM 2                         23.744 METERS 14253     |
 FE1480| FE2569 RNG MEMPHIS RADIO MEM               APPROX.13.0 KM 2263211.5 |
 FE1480| FE2567 MEMPHIS MUN APT RADAR TOWER         APPROX.11.0 KM 2352756.0 |
 FE1480| FE2197 AUDUBON                             APPROX. 3.3 KM 2745111.3 |
 FE1480| FE1481 WHITE 2 AZ MK                                      3323727.9 |
 FE1480|---------------------------------------------------------------------|
 FE1480
 FE1480                          SUPERSEDED SURVEY CONTROL
 FE1480
 FE1480  NAD 83(1995)-  35 06 17.50087(N)    089 53 00.12373(W) AD(       ) 2
 FE1480  NAD 83(1995)-  35 06 17.50342(N)    089 53 00.12473(W) AD(       ) 2
 FE1480  NAD 83(1986)-  35 06 17.50894(N)    089 53 00.12562(W) AD(       ) 2
 FE1480  NAD 27      -  35 06 17.18500(N)    089 52 59.81520(W) AD(       ) 2
 FE1480  NGVD 29 (??/??/??)  106.998  (m)          351.04   (f) ADJUSTED    2 0
 FE1480
 FE1480.Superseded values are not recommended for survey control.
 FE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1480.See file dsdata.txt to determine how the superseded data were derived.
 FE1480
 FE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3718688477(NAD 83)
 FE1480_MARKER: DS = TRIANGULATION STATION DISK
 FE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1480_STAMPING: WHITE 2 1957
 FE1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1480+STABILITY: SURFACE MOTION
 FE1480
 FE1480  HISTORY     - Date     Condition        Report By
 FE1480  HISTORY     - 1957     MONUMENTED       CGS
 FE1480  HISTORY     - 1959     GOOD             CGS
 FE1480  HISTORY     - 1959     GOOD             CGS
 FE1480  HISTORY     - 20021016 POOR             USACE
 FE1480
 FE1480                          STATION DESCRIPTION
 FE1480
 FE1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE1480'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE SOUTHEAST EDGE OF
 FE1480'THE MEMPHIS CITY LIMITS.  IT IS 115 FEET NORTHEAST OF THE NORTHEAST
 FE1480'CORNER OF COLONIAL PARK METHODIST CHURCH, WHICH IS IN THE NORTHEAST
 FE1480'ANGLE OF THE INTERSECTION OF POPLAR AVENUE AND HAYNE ROAD, 87
 FE1480'FEET SOUTHWEST OF A WHITE WITNESS POST, 43 FEET SOUTH OF THE SOUTH
 FE1480'EDGE OF A SOFTBALL BACKSTOP, 51 FEET WEST OF A FENCE AND 15 FEET
 FE1480'NORTHEAST OF THE NORTHEAST EDGE OF A PAVED PARKING LOT.  THE STATION
 FE1480'IS ON PROPERTY OWNED BY THE CHURCH.  THE MONUMENT IS FLUSH AND THE
 FE1480'DISK IS STAMPED WHITE 2 1957.
 FE1480'
 FE1480'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF POPLAR AVENUE AND
 FE1480'HAYNE ROAD, GO NORTH ON HAYNE ROAD FOR 0.2 MILE TO A RAILROAD
 FE1480'CROSSING AND THE AZIMUTH MARK AS DESCRIBED.
 FE1480'
 FE1480'REFERENCE MARK 1 IS 23 FEET EAST OF THE EAST EDGE OF THE BACKSTOP, 2
 FE1480'FEET SOUTH OF THE WHITE WITNESS POST AND 1 FOOT WEST OF THE
 FE1480'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WHITE 2 NO 1
 FE1480'1957.
 FE1480'
 FE1480'REFERENCE MARK 2 IS 10 FEET NORTHEAST OF A BRICK INCINERATOR, 5 FEET
 FE1480'NORTH OF A POWER LINE POLE AND 1 FOOT WEST OF THE FENCE.  THE
 FE1480'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WHITE 2 NO 2 1957.
 FE1480'
 FE1480'THE AZIMUTH MARK IS 42 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FE1480'TRACK, 25 FEET WEST OF THE CENTERLINE OF HAYNE ROAD, 12 FEET
 FE1480'WEST OF A POWER LINE POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 FE1480'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE1480'WHITE 2 1957.
 FE1480'
 FE1480'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE1480
 FE1480                          STATION RECOVERY (1959)
 FE1480
 FE1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1480'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE1480'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 FE1480'DESCRIBED.  A DISCREPANCY WAS FOUND IN THE LOCATION OF THE STATION.
 FE1480'A NEW DESCRIPTION FOLLOWS.
 FE1480'
 FE1480'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE SOUTHEAST EDGE OF
 FE1480'THE MEMPHIS CITY LIMITS NEAR THE NORTHEAST CORNER OF THE PARKING LOT
 FE1480'OF THE COLONIAL PARK METHODIST CHURCH WHICH IS LOCATED IN THE
 FE1480'NORTHEAST ANGLE OF THE INTERSECTION OF HAYNE ROAD AND PARK ROAD.
 FE1480'IT IS 115 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 87
 FE1480'FEET SOUTHWEST OF A WHITE WITNESS, 43 FEET SOUTH OF THE SOUTH EDGE
 FE1480'OF A SOFTBALL BACKSTOP, 51 FEET WEST OF A FENCE AND 15 FEET NORTHEAST
 FE1480'OF THE NORTHEAST EDGE OF THE PAVED PARKING LOT.  THE MARK IS A
 FE1480'STANDARD STATION MARK DISK SET IN THE TOP OF A 10 INCH SQUARE
 FE1480'CONCRETE MONUMENT.  IT IS SET FLUSH AND IS STAMPED WHITE 2 1957.
 FE1480'
 FE1480'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE (U.S.
 FE1480'HIGHWAY 72) AND HAYNE ROAD GO SOUTH ON HAYNE ROAD FOR 0.05 MILE
 FE1480'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK
 FE1480'CONTINUE STRAIGHT AHEAD, SOUTH ON HAYNE ROAD AND GO 0.15 MILE TO
 FE1480'THE NORTH EDGE OF THE PAVED PARKING LOT, THENCE TURN LEFT, EAST AND
 FE1480'GO 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FE1480'
 FE1480'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE EAST EDGE OF THE SOFTBALL
 FE1480'BACKSTOP, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 FE1480'A FENCE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FE1480'OF A 10 INCH SQUARE CONCRETE MONUMENT.  IT IS SET FLUSH AND IS
 FE1480'STAMPED WHITE 2 NO 1 1957.
 FE1480'
 FE1480'REFERENCE MARK NO. 2 IS 10 FEET NORTHEAST OF A BRICK INCINERATOR, 5
 FE1480'FEET NORTH OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE.  THE
 FE1480'MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH
 FE1480'SQUARE CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 FE1480'WHITE 2 NO 2 1957.
 FE1480'
 FE1480'THE AZIMUTH MARK IS 42 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FE1480'TRACKS, 25 FEET WEST OF THE CENTERLINE OF HAYNE ROAD, 12 FEET
 FE1480'WEST OF A POWER LINE POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 FE1480'POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF
 FE1480'A 10 INCH SQUARE CONCRETE MONUMENT.  IT IS SET FLUSH AND IS STAMPED
 FE1480'WHITE 2 1957.
 FE1480
 FE1480                          STATION RECOVERY (1959)
 FE1480
 FE1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1480'IN MEMPHIS.
 FE1480'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE SOUTHEAST EDGE
 FE1480'OF THE MEMPHIS CITY LIMITS NEAR THE NORTHEAST CORNER OF THE
 FE1480'PARKING LOT OF THE COLONIAL PARK METHODIST CHURCH WHICH IS
 FE1480'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF HAYNE ROAD
 FE1480'AND PARK ROAD.  IT IS 115 FEET NORTHEAST OF THE NORTHEAST CORNER
 FE1480'OF THE CHURCH, 87 FEET SOUTHWEST OF A WHITE HOUSE, 43 FEET SOUTH
 FE1480'OF THE SOUTH EDGE OF A SOFTBALL BACKSTOP, 51 FEET WEST OF A FENCE
 FE1480'AND 15 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE PAVED PARKING
 FE1480'LOT.  THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST, SET
 FE1480'FLUSH WITH THE GROUND.  IT IS ABOUT 0.15 MILE SOUTH OF WHITE 2
 FE1480'AZIMUTH.
 FE1480
 FE1480                          STATION RECOVERY (2002)
 FE1480
 FE1480'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1480'MARK DESTROYED DUE TO COMMERCIAL DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1481 ***********************************************************************
 FE1481  DESIGNATION -  WHITE 2 AZ MK
 FE1481  PID         -  FE1481
 FE1481  STATE/COUNTY-  TN/SHELBY
 FE1481  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1481
 FE1481                         *CURRENT SURVEY CONTROL
 FE1481  ___________________________________________________________________
 FE1481* NAD 83(1986)-  35 06 17.     (N)    089 52 59.     (W)     SCALED    
 FE1481* NAVD 88     -       102.957  (meters)     337.78   (feet)  ADJUSTED  
 FE1481  ___________________________________________________________________
 FE1481  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1481  DYNAMIC HT  -         102.862 (meters)     337.47  (feet)  COMP
 FE1481  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FE1481
 FE1481  VERT ORDER  -  SECOND    CLASS 0
 FE1481
 FE1481.The horizontal coordinates were scaled from a topographic map and have
 FE1481.an estimated accuracy of +/- 6 seconds.
 FE1481
 FE1481.The orthometric height was determined by differential leveling
 FE1481.and adjusted by the National Geodetic Survey in June 1991..
 FE1481
 FE1481.The geoid height was determined by GEOID03.
 FE1481
 FE1481.The dynamic height is computed by dividing the NAVD 88
 FE1481.geopotential number by the normal gravity value computed on the
 FE1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1481.degrees latitude (g = 980.6199 gals.).
 FE1481
 FE1481.The modeled gravity was interpolated from observed gravity values.
 FE1481
 FE1481;                    North         East    Units  Estimated Accuracy
 FE1481;SPC TN       -    92,610.      246,060.      MT  (+/- 180 meters Scaled)
 FE1481
 FE1481                          SUPERSEDED SURVEY CONTROL
 FE1481
 FE1481  NGVD 29 (??/??/??)  102.927  (m)          337.69   (f) ADJUSTED    2 0
 FE1481
 FE1481.Superseded values are not recommended for survey control.
 FE1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1481.See file dsdata.txt to determine how the superseded data were derived.
 FE1481
 FE1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD372884(NAD 83)
 FE1481_MARKER: DZ = AZIMUTH MARK DISK
 FE1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1481_STAMPING: WHITE 2 1957
 FE1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1481+STABILITY: SURFACE MOTION
 FE1481
 FE1481  HISTORY     - Date     Condition        Report By
 FE1481  HISTORY     - 1957     MONUMENTED       CGS
 FE1481  HISTORY     - 1959     GOOD             CGS
 FE1481  HISTORY     - 20021016 POOR             USACE
 FE1481
 FE1481                          STATION DESCRIPTION
 FE1481
 FE1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1481'IN MEMPHIS.
 FE1481'TO REACH THE AZIMUTH MARK FROM WHITE 2 1957 GO NORTH ON HAYNE
 FE1481'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE
 FE1481'OF ROAD, JUST AFTER CROSSING A RAILROAD TRACK.  THE MARK IS SET
 FE1481'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 FE1481'THE SURROUNDING SURFACE, 42 FEET NORTH OF THE NORTH RAIL OF THE
 FE1481'RAILROAD TRACKS, 25 FEET WEST OF THE CENTER OF HAYNE ROAD, 12
 FE1481'FEET WEST OF A POWER LINE POLE AND 2 FEET SOUTHWEST OF A WITNESS
 FE1481'POST.  IT IS ABOUT 0.65 MILE WEST OF POPLAR 1959.
 FE1481
 FE1481                          STATION RECOVERY (2002)
 FE1481
 FE1481'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1481'MARK DESTROYED DUE TO STREET WIDENING AND COMMERCIAL DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1482 ***********************************************************************
 FE1482  DESIGNATION -  WHITE 2 RM 1
 FE1482  PID         -  FE1482
 FE1482  STATE/COUNTY-  TN/SHELBY
 FE1482  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1482
 FE1482                         *CURRENT SURVEY CONTROL
 FE1482  ___________________________________________________________________
 FE1482* NAD 83(1986)-  35 06 16.     (N)    089 52 59.     (W)     SCALED    
 FE1482* NAVD 88     -       107.133  (meters)     351.49   (feet)  ADJUSTED  
 FE1482  ___________________________________________________________________
 FE1482  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1482  DYNAMIC HT  -         107.035 (meters)     351.16  (feet)  COMP
 FE1482  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 FE1482
 FE1482  VERT ORDER  -  SECOND    CLASS 0
 FE1482
 FE1482.The horizontal coordinates were scaled from a topographic map and have
 FE1482.an estimated accuracy of +/- 6 seconds.
 FE1482
 FE1482.The orthometric height was determined by differential leveling
 FE1482.and adjusted by the National Geodetic Survey in June 1991..
 FE1482
 FE1482.The geoid height was determined by GEOID03.
 FE1482
 FE1482.The dynamic height is computed by dividing the NAVD 88
 FE1482.geopotential number by the normal gravity value computed on the
 FE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1482.degrees latitude (g = 980.6199 gals.).
 FE1482
 FE1482.The modeled gravity was interpolated from observed gravity values.
 FE1482
 FE1482;                    North         East    Units  Estimated Accuracy
 FE1482;SPC TN       -    92,580.      246,060.      MT  (+/- 180 meters Scaled)
 FE1482
 FE1482                          SUPERSEDED SURVEY CONTROL
 FE1482
 FE1482  NGVD 29 (??/??/??)  107.104  (m)          351.39   (f) ADJUSTED    2 0
 FE1482
 FE1482.Superseded values are not recommended for survey control.
 FE1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1482.See file dsdata.txt to determine how the superseded data were derived.
 FE1482
 FE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD372884(NAD 83)
 FE1482_MARKER: DR = REFERENCE MARK DISK
 FE1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1482_STAMPING: WHITE 2 NO 1 1957
 FE1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1482+STABILITY: SURFACE MOTION
 FE1482
 FE1482  HISTORY     - Date     Condition        Report By
 FE1482  HISTORY     - 1957     MONUMENTED       CGS
 FE1482  HISTORY     - 1959     GOOD             CGS
 FE1482  HISTORY     - 20021016 POOR             USACE
 FE1482
 FE1482                          STATION DESCRIPTION
 FE1482
 FE1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1482'IN MEMPHIS.
 FE1482'THE MARK IS LOCATED AT THE WHITE 2 1957 STATION SITE, SET IN THE
 FE1482'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE1482'SURROUNDING SURFACE.  IT IS 84.9 FEET NORTHEAST OF THE STATION
 FE1482'MARK, 23 FEET EAST OF THE EAST EDGE OF THE SOFTBALL BACKSTOP,
 FE1482'2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 FE1482
 FE1482                          STATION RECOVERY (2002)
 FE1482
 FE1482'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1482'MARK DESTROYED DUE TO COMMERCIAL DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1483 ***********************************************************************
 FE1483  DESIGNATION -  WHITE 2 RM 2
 FE1483  PID         -  FE1483
 FE1483  STATE/COUNTY-  TN/SHELBY
 FE1483  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1483
 FE1483                         *CURRENT SURVEY CONTROL
 FE1483  ___________________________________________________________________
 FE1483* NAD 83(1986)-  35 06 17.     (N)    089 52 59.     (W)     SCALED    
 FE1483* NAVD 88     -       107.492  (meters)     352.66   (feet)  ADJUSTED  
 FE1483  ___________________________________________________________________
 FE1483  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1483  DYNAMIC HT  -         107.393 (meters)     352.34  (feet)  COMP
 FE1483  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FE1483
 FE1483  VERT ORDER  -  SECOND    CLASS 0
 FE1483
 FE1483.The horizontal coordinates were scaled from a topographic map and have
 FE1483.an estimated accuracy of +/- 6 seconds.
 FE1483
 FE1483.The orthometric height was determined by differential leveling
 FE1483.and adjusted by the National Geodetic Survey in June 1991..
 FE1483
 FE1483.The geoid height was determined by GEOID03.
 FE1483
 FE1483.The dynamic height is computed by dividing the NAVD 88
 FE1483.geopotential number by the normal gravity value computed on the
 FE1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1483.degrees latitude (g = 980.6199 gals.).
 FE1483
 FE1483.The modeled gravity was interpolated from observed gravity values.
 FE1483
 FE1483;                    North         East    Units  Estimated Accuracy
 FE1483;SPC TN       -    92,610.      246,060.      MT  (+/- 180 meters Scaled)
 FE1483
 FE1483                          SUPERSEDED SURVEY CONTROL
 FE1483
 FE1483  NGVD 29 (??/??/??)  107.462  (m)          352.56   (f) ADJUSTED    2 0
 FE1483
 FE1483.Superseded values are not recommended for survey control.
 FE1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1483.See file dsdata.txt to determine how the superseded data were derived.
 FE1483
 FE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD372884(NAD 83)
 FE1483_MARKER: DR = REFERENCE MARK DISK
 FE1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1483_STAMPING: WHITE 2 NO 2 1957
 FE1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1483+STABILITY: SURFACE MOTION
 FE1483
 FE1483  HISTORY     - Date     Condition        Report By
 FE1483  HISTORY     - 1957     MONUMENTED       CGS
 FE1483  HISTORY     - 1959     GOOD             CGS
 FE1483  HISTORY     - 20021016 POOR             USACE
 FE1483
 FE1483                          STATION DESCRIPTION
 FE1483
 FE1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1483'IN MEMPHIS.
 FE1483'THE MARK IS LOCATED AT THE WHITE 2 1957 STATION SITE, SET IN THE
 FE1483'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 FE1483'SURROUNDING SURFACE.  IT IS 77.9 FEET SOUTHEAST OF THE STATION
 FE1483'MARK, 10 FEET NORTHWEST OF A BRICK INCINERATOR, 5 FEET NORTH
 FE1483'OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE.
 FE1483
 FE1483                          STATION RECOVERY (2002)
 FE1483
 FE1483'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1483'MARK DESTROYED DUE TO COMMERCIAL DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2547 ***********************************************************************
 GC2547  DESIGNATION -  WHITE BLUFF
 GC2547  PID         -  GC2547
 GC2547  STATE/COUNTY-  TN/DICKSON
 GC2547  USGS QUAD   -  WHITE BLUFF (1983)
 GC2547
 GC2547                         *CURRENT SURVEY CONTROL
 GC2547  ___________________________________________________________________
 GC2547* NAD 83(1995)-  36 06 19.03601(N)    087 11 52.60476(W)     ADJUSTED  
 GC2547* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 GC2547  ___________________________________________________________________
 GC2547  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GC2547  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GC2547
 GC2547  HORZ ORDER  -  THIRD
 GC2547
 GC2547.The horizontal coordinates were established by classical geodetic methods
 GC2547.and adjusted by the National Geodetic Survey in April 1999..
 GC2547
 GC2547.The orthometric height was scaled from a topographic map.
 GC2547
 GC2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2547
 GC2547.The geoid height was determined by GEOID03.
 GC2547
 GC2547;                    North         East     Units Scale Factor Converg.
 GC2547;SPC TN       -   197,257.794   492,139.603   MT  0.99995957   -0 42 04.8
 GC2547;SPC TN       -   647,169.95  1,614,628.01   sFT  0.99995957   -0 42 04.8
 GC2547;UTM  16      - 3,995,644.646   482,183.352   MT  0.99960391   -0 06 59.9
 GC2547
 GC2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2547!SPC TN       -   0.99987036  x   0.99995957  =   0.99982994
 GC2547!UTM  16      -   0.99987036  x   0.99960391  =   0.99947432
 GC2547
 GC2547|---------------------------------------------------------------------|
 GC2547| PID    Reference Object                     Distance      Geod. Az  |
 GC2547|                                                           dddmmss.s |
 GC2547| CG7793 WHITE BLUFF RM 1                     11.593 METERS 00011     |
 GC2547| CG7794 WHITE BLUFF RM 2                     10.890 METERS 10033     |
 GC2547| GC2544 KINGSTON SPRINGS ST FOREST LOT      APPROX. 7.5 KM 1225056.0 |
 GC2547| CG7792 WHITE BLUFF AZ MK                                  2451145.0 |
 GC2547|---------------------------------------------------------------------|
 GC2547
 GC2547                          SUPERSEDED SURVEY CONTROL
 GC2547
 GC2547  NAD 83(1995)-  36 06 19.03792(N)    087 11 52.60781(W) AD(       ) 3
 GC2547  NAD 83(1995)-  36 06 19.03862(N)    087 11 52.60795(W) AD(       ) 3
 GC2547  NAD 83(1986)-  36 06 19.04630(N)    087 11 52.60787(W) AD(       ) 3
 GC2547  NAD 27      -  36 06 18.83000(N)    087 11 52.57700(W) AD(       ) 3
 GC2547
 GC2547.Superseded values are not recommended for survey control.
 GC2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2547.See file dsdata.txt to determine how the superseded data were derived.
 GC2547
 GC2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8218395645(NAD 83)
 GC2547_MARKER: DS = TRIANGULATION STATION DISK
 GC2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2547
 GC2547  HISTORY     - Date     Condition        Report By
 GC2547  HISTORY     - 1953     MONUMENTED       CGS
 GC2547
 GC2547                          STATION DESCRIPTION
 GC2547
 GC2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2547'STATION IS LOCATED 1 MILE EAST OF WHITE BLUFF ON THE NORTH SIDE OF
 GC2547'U.S. HIGHWAY 70 AND ON PROPERTY OWNED BY ANN SMITH.  IT IS 145 FEET
 GC2547'NORTH OF THE CENTER OF HIGHWAY 70, 50 FEET NORTH OF THE CENTER OF THE
 GC2547'OLD HIGHWAY 70 AND 14 FEET NORTH OF A WHITE WITNESS POST.  THE
 GC2547'MARK IS FLUSH AND THE DISK IS STAMPED WHITE BLUFF 1953.
 GC2547'
 GC2547'REFERENCE MARK NO. 1 IS 47 FEET NORTH OF THE CENTER OF THE OLD ROAD.
 GC2547'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WHITE BLUFF NO 1
 GC2547'1953.
 GC2547'
 GC2547'REFERENCE MARK NO. 2 IS 86 FEET NORTH OF THE CENTER OF THE OLD ROAD
 GC2547'AND 45 FEET EAST OF THE CENTER OF A WOODS ROAD.  THE MARK
 GC2547'PROJECTS 2 INCHES AND THE DISK IS STAMPED WHITE BLUFF NO 2 1953.
 GC2547'
 GC2547'AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE CENTER OF THE OLD ROAD AND 3
 GC2547'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GC2547'AND THE DISK IS STAMPED WHITE BLUFF 1953.
 GC2547'
 GC2547'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC2547'STATE HIGHWAY 47, IN WHITE BLUFF, GO EAST ON HIGHWAY 70 FOR 1.3
 GC2547'MILES TO THE INTERSECTION OF U.S. HIGHWAY 70 AND THE OLD ROAD (*).
 GC2547'TURN LEFT AND GO 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2547'
 GC2547'(*) FROM THIS POINT GO SOUTHWEST ON THE OLD ROAD FOR 0.1 MILE TO THE
 GC2547'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2547'
 GC2547'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2546 ***********************************************************************
 GC2546  DESIGNATION -  WHITE BLUFF MUNICIPAL TANK
 GC2546  PID         -  GC2546
 GC2546  STATE/COUNTY-  TN/DICKSON
 GC2546  USGS QUAD   -  WHITE BLUFF (1983)
 GC2546
 GC2546                         *CURRENT SURVEY CONTROL
 GC2546  ___________________________________________________________________
 GC2546* NAD 83(1995)-  36 06 19.93254(N)    087 13 11.86945(W)     ADJUSTED  
 GC2546* NAVD 88     -                                                        
 GC2546  ___________________________________________________________________
 GC2546  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GC2546  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC2546
 GC2546  HORZ ORDER  -  THIRD
 GC2546
 GC2546.The horizontal coordinates were established by classical geodetic methods
 GC2546.and adjusted by the National Geodetic Survey in April 1999..
 GC2546
 GC2546
 GC2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2546
 GC2546.The geoid height was determined by GEOID03.
 GC2546
 GC2546;                    North         East     Units Scale Factor Converg.
 GC2546;SPC TN       -   197,309.913   490,157.599   MT  0.99995959   -0 42 51.2
 GC2546;SPC TN       -   647,340.94  1,608,125.39   sFT  0.99995959   -0 42 51.2
 GC2546;UTM  16      - 3,995,676.527   480,201.625   MT  0.99960483   -0 07 46.6
 GC2546
 GC2546                          SUPERSEDED SURVEY CONTROL
 GC2546
 GC2546  NAD 83(1995)-  36 06 19.93428(N)    087 13 11.87243(W) AD(       ) 4
 GC2546  NAD 83(1995)-  36 06 19.93527(N)    087 13 11.87262(W) AD(       ) 4
 GC2546  NAD 83(1986)-  36 06 19.94290(N)    087 13 11.87235(W) AD(       ) 4
 GC2546  NAD 27      -  36 06 19.73000(N)    087 13 11.84500(W) AD(       ) 3
 GC2546
 GC2546.Superseded values are not recommended for survey control.
 GC2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2546.See file dsdata.txt to determine how the superseded data were derived.
 GC2546
 GC2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8020295677(NAD 83)
 GC2546_MARKER: 53 = ELEVATED TANK
 GC2546
 GC2546  HISTORY     - Date     Condition        Report By
 GC2546  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2546  HISTORY     - 1959     GOOD             CGS
 GC2546
 GC2546                          STATION DESCRIPTION
 GC2546
 GC2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2546'STATION IS THE METAL BALL AT THE CENTER OF THE TOP OF THE TANK WHICH
 GC2546'IS LOCATED ABOUT 100 FEET EAST OF THE INTERSECTION OF MAIN AND
 GC2546'JACKSON STREETS IN WHITE BLUFF.  IT IS AN OVAL SHAPED TANK ATOP A 4
 GC2546'LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS ABOUT 126 FEET HIGH.
 GC2546
 GC2546                          STATION RECOVERY (1959)
 GC2546
 GC2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2546'THE STATION IS LOCATED IN THE SOUTH SECTION OF WHITE BLUFF ABOUT 200
 GC2546'FEET EAST-NORTHEAST OF THE POST OFFICE AND JUST NORTH OF
 GC2546'JEFFERSON AVENUE.
 GC2546'
 GC2546'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS A
 GC2546'CONICAL ROOF WITH A BALL AT THE APEX, IS PAINTED SILVER AND HAS
 GC2546'AN OVER-ALL HEIGHT OF 90.0 FEET.
 GC2546'
 GC2546'THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2010 ***********************************************************************
 FF2010  DESIGNATION -  WHITE HAVEN DISTRIBUTN CTR TK
 FF2010  PID         -  FF2010
 FF2010  STATE/COUNTY-  TN/SHELBY
 FF2010  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2010
 FF2010                         *CURRENT SURVEY CONTROL
 FF2010  ___________________________________________________________________
 FF2010* NAD 83(1995)-  35 00 09.81415(N)    090 02 12.47524(W)     ADJUSTED  
 FF2010* NAVD 88     -                                                        
 FF2010  ___________________________________________________________________
 FF2010  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FF2010  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF2010
 FF2010  HORZ ORDER  -  THIRD
 FF2010
 FF2010.The horizontal coordinates were established by classical geodetic methods
 FF2010.and adjusted by the National Geodetic Survey in April 1999..
 FF2010
 FF2010
 FF2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2010
 FF2010.The geoid height was determined by GEOID03.
 FF2010
 FF2010;                    North         East     Units Scale Factor Converg.
 FF2010;SPC TN       -    81,869.739   231,585.278   MT  1.00005283   -2 21 47.9
 FF2010;SPC TN       -   268,600.97    759,792.70   sFT  1.00005283   -2 21 47.9
 FF2010;SPC MS W     -   610,215.735   727,067.896   MT  0.99995903   +0 10 12.4
 FF2010;SPC MS W     - 2,002,016.12  2,385,388.59   sFT  0.99995903   +0 10 12.4
 FF2010;UTM  15      - 3,877,358.784   770,429.608   MT  1.00050142   +1 42 02.8
 FF2010;UTM  16      - 3,877,560.767   222,851.562   MT  1.00054678   -1 44 35.0
 FF2010
 FF2010                          SUPERSEDED SURVEY CONTROL
 FF2010
 FF2010  NAD 83(1995)-  35 00 09.81401(N)    090 02 12.47503(W) AD(       ) 4
 FF2010  NAD 83(1995)-  35 00 09.81621(N)    090 02 12.47528(W) AD(       ) 4
 FF2010  NAD 83(1986)-  35 00 09.82402(N)    090 02 12.47642(W) AD(       ) 4
 FF2010  NAD 27      -  35 00 09.48500(N)    090 02 12.14600(W) AD(       ) 3
 FF2010
 FF2010.Superseded values are not recommended for survey control.
 FF2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2010.See file dsdata.txt to determine how the superseded data were derived.
 FF2010
 FF2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7043077359(NAD 83)
 FF2010_MARKER: 53 = ELEVATED TANK
 FF2010
 FF2010  HISTORY     - Date     Condition        Report By
 FF2010  HISTORY     - 1956     FIRST OBSERVED   CGS
 FF2010  HISTORY     - 1962     GOOD             CGS
 FF2010  HISTORY     - 1971     GOOD             NGS
 FF2010
 FF2010                          STATION DESCRIPTION
 FF2010
 FF2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FF2010'STATION IS THE ROUND BALL ATOP THE WHITE HAVEN DISTRIBUTION
 FF2010'CENTER TANK WHICH IS LOCATED IN THE SW EDGE OF WHITE HAVEN,
 FF2010'ABOUT 0.7 MILES WEST OF U.S. HIGHWAY 51 AND 0.3 MILES SOUTH OF
 FF2010'HOLMES ROAD.
 FF2010'
 FF2010'TANK IS MOUNTED ON A FOUR LEGGED STEEL, SKELETON FRAMEWORK
 FF2010'AND IS ABOUT 135 FEET HIGH.
 FF2010
 FF2010                          STATION RECOVERY (1962)
 FF2010
 FF2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FF2010'THE STATION WAS RECOVERED AS DESCRIBED
 FF2010'AND FOUND TO BE IN GOOD CONDITION.
 FF2010
 FF2010                          STATION RECOVERY (1971)
 FF2010
 FF2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FF2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2012 ***********************************************************************
 FF2012  DESIGNATION -  WHITE HAVEN UTILITY TANK
 FF2012  PID         -  FF2012
 FF2012  STATE/COUNTY-  TN/SHELBY
 FF2012  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2012
 FF2012                         *CURRENT SURVEY CONTROL
 FF2012  ___________________________________________________________________
 FF2012* NAD 83(1995)-  35 02 02.21719(N)    090 02 11.89031(W)     ADJUSTED  
 FF2012* NAVD 88     -                                                        
 FF2012  ___________________________________________________________________
 FF2012  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FF2012  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF2012
 FF2012  HORZ ORDER  -  THIRD
 FF2012
 FF2012.The horizontal coordinates were established by classical geodetic methods
 FF2012.and adjusted by the National Geodetic Survey in April 1999..
 FF2012
 FF2012
 FF2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2012
 FF2012.The geoid height was determined by GEOID03.
 FF2012
 FF2012;                    North         East     Units Scale Factor Converg.
 FF2012;SPC TN       -    85,330.267   231,742.937   MT  1.00004515   -2 21 47.5
 FF2012;SPC TN       -   279,954.38    760,309.95   sFT  1.00004515   -2 21 47.5
 FF2012;SPC MS W     -   613,679.538   727,072.435   MT  0.99995903   +0 10 13.2
 FF2012;SPC MS W     - 2,013,380.28  2,385,403.48   sFT  0.99995903   +0 10 13.2
 FF2012;UTM  15      - 3,880,823.348   770,341.536   MT  1.00050083   +1 42 07.9
 FF2012;UTM  16      - 3,881,024.519   222,971.851   MT  1.00054595   -1 44 39.6
 FF2012
 FF2012                          SUPERSEDED SURVEY CONTROL
 FF2012
 FF2012  NAD 83(1995)-  35 02 02.21653(N)    090 02 11.88922(W) AD(       ) 4
 FF2012  NAD 83(1995)-  35 02 02.21865(N)    090 02 11.89022(W) AD(       ) 4
 FF2012  NAD 83(1986)-  35 02 02.22720(N)    090 02 11.89167(W) AD(       ) 4
 FF2012  NAD 27      -  35 02 01.89000(N)    090 02 11.56000(W) AD(       ) 3
 FF2012
 FF2012.Superseded values are not recommended for survey control.
 FF2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2012.See file dsdata.txt to determine how the superseded data were derived.
 FF2012
 FF2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7034280823(NAD 83)
 FF2012_MARKER: 53 = ELEVATED TANK
 FF2012
 FF2012  HISTORY     - Date     Condition        Report By
 FF2012  HISTORY     - 1956     FIRST OBSERVED   CGS
 FF2012  HISTORY     - 1971     GOOD             NGS
 FF2012
 FF2012                          STATION DESCRIPTION
 FF2012
 FF2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FF2012'STATION IS THE FLASHING RED LIGHT ON THE TOP CENTER OF THE WHITE
 FF2012'HAVEN UTILITY TANK WHICH IS ABOUT 135 FEET HIGH AND IS LOCATED
 FF2012'ABOUT ONE MILE NORTH AND 0.7 MILES WEST OF WHITE HAVEN POST
 FF2012'OFFICE.
 FF2012'
 FF2012'TANK IS MOUNTED ON TOP OF A FOUR LEGGED, STEEL, SKELETON
 FF2012'FRAMEWORK STRUCTURE.
 FF2012
 FF2012                          STATION RECOVERY (1971)
 FF2012
 FF2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FF2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2212 ***********************************************************************
 GC2212  DESIGNATION -  WHITEHOUSE
 GC2212  PID         -  GC2212
 GC2212  STATE/COUNTY-  TN/ROBERTSON
 GC2212  USGS QUAD   -  WHITE HOUSE (1981)
 GC2212
 GC2212                         *CURRENT SURVEY CONTROL
 GC2212  ___________________________________________________________________
 GC2212* NAD 83(1995)-  36 28 16.48711(N)    086 39 09.12920(W)     ADJUSTED  
 GC2212* NAVD 88     -       267.7    (meters)     878.     (feet)  VERTCON   
 GC2212  ___________________________________________________________________
 GC2212  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GC2212  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2212
 GC2212  HORZ ORDER  -  THIRD
 GC2212
 GC2212.The horizontal coordinates were established by classical geodetic methods
 GC2212.and adjusted by the National Geodetic Survey in April 1999..
 GC2212
 GC2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2212
 GC2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2212
 GC2212.The geoid height was determined by GEOID03.
 GC2212
 GC2212;                    North         East     Units Scale Factor Converg.
 GC2212;SPC TN       -   237,400.237   541,516.824   MT  1.00001014   -0 22 55.3
 GC2212;SPC TN       -   778,870.61  1,776,626.45   sFT  1.00001014   -0 22 55.3
 GC2212;SPC KY1Z     - 1,015,698.515 1,419,095.806   MT  1.00020257   -0 33 14.8
 GC2212;SPC KY1Z     - 3,332,337.54  4,655,816.82   sFT  1.00020257   -0 33 14.8
 GC2212;SPC KY S     -   515,691.296   419,107.477   MT  1.00005790   -0 32 50.5
 GC2212;SPC KY S     - 1,691,897.19  1,375,021.78   sFT  1.00005790   -0 32 50.5
 GC2212;UTM  16      - 4,036,274.737   531,128.798   MT  0.99961194   +0 12 23.5
 GC2212
 GC2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2212!SPC TN       -   0.99996263  x   1.00001014  =   0.99997277
 GC2212!SPC KY1Z     -   0.99996263  x   1.00020257  =   1.00016519
 GC2212!SPC KY S     -   0.99996263  x   1.00005790  =   1.00002053
 GC2212!UTM  16      -   0.99996263  x   0.99961194  =   0.99957459
 GC2212
 GC2212:                Primary Azimuth Mark                     Grid Az
 GC2212:SPC TN       -  WHITEHOUSE AZ MK 2                       007 35 13.8
 GC2212:SPC KY1Z     -  WHITEHOUSE AZ MK 2                       007 45 33.3
 GC2212:SPC KY S     -  WHITEHOUSE AZ MK 2                       007 45 09.0
 GC2212:UTM  16      -  WHITEHOUSE AZ MK 2                       006 59 55.0
 GC2212
 GC2212|---------------------------------------------------------------------|
 GC2212| PID    Reference Object                     Distance      Geod. Az  |
 GC2212|                                                           dddmmss.s |
 GC2212| CG7801 WHITEHOUSE AZ MK 2                                 0071218.5 |
 GC2212| CG7798 WHITEHOUSE AZ MK                                   0134142.3 |
 GC2212| GC2208 34 EOM 872                           43.796 METERS 16810     |
 GC2212| CG7800 WHITEHOUSE RM 2                      22.146 METERS 19601     |
 GC2212| CG7799 WHITEHOUSE RM 1                       9.036 METERS 28239     |
 GC2212|---------------------------------------------------------------------|
 GC2212
 GC2212                          SUPERSEDED SURVEY CONTROL
 GC2212
 GC2212  NAD 83(1995)-  36 28 16.48770(N)    086 39 09.13021(W) AD(       ) 3
 GC2212  NAD 83(1995)-  36 28 16.49357(N)    086 39 09.13233(W) AD(       ) 3
 GC2212  NAD 83(1986)-  36 28 16.49648(N)    086 39 09.13249(W) AD(       ) 3
 GC2212  NAD 27      -  36 28 16.33500(N)    086 39 09.15200(W) AD(       ) 3
 GC2212  NGVD 29 (07/19/86)  267.8    (m)          879.     (f) VERT ANG       
 GC2212
 GC2212.Superseded values are not recommended for survey control.
 GC2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2212.See file dsdata.txt to determine how the superseded data were derived.
 GC2212
 GC2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3112936275(NAD 83)
 GC2212_MARKER: DS = TRIANGULATION STATION DISK
 GC2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2212
 GC2212  HISTORY     - Date     Condition        Report By
 GC2212  HISTORY     - 1951     MONUMENTED       CGS
 GC2212  HISTORY     - 1959     GOOD             CGS
 GC2212  HISTORY     - 1968     GOOD             CGS
 GC2212
 GC2212                          STATION DESCRIPTION
 GC2212
 GC2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2212'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE POST OFFICE IN WHITE
 GC2212'HOUSE AND 1 BLOCK NORTHWEST OF THE INTERSECTION OF MAIN STREET AND
 GC2212'U.S. HIGHWAY 31W ON THE GROUNDS OF THE WHITE HOUSE METHODIST CHURCH.
 GC2212'IT IS 78 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH, 6
 GC2212'FEET SOUTHEAST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF FENCE
 GC2212'LINE. THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK STAMPED
 GC2212'WHITEHOUSE 1951.
 GC2212'
 GC2212'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE LINE. THE MARK IS SET
 GC2212'FLUSH WITH THE GROUND AND THE DISK STAMPED WHITEHOUSE NO 1
 GC2212'1951.
 GC2212'
 GC2212'34 EOM (USGS) BM WAS USED AS REFERENCE MARK NO. 2. IT IS 65 FEET EAST
 GC2212'OF THE SOUTHEAST CORNER OF THE CHURCH AND 20 FEET SOUTH OF THE
 GC2212'CENTER OF DRIVEWAY. THE MARK IS AN 8X8 INCH CONCRETE POST PROJECTING
 GC2212'ABOUT 8 INCHES AND THE DISK STAMPED 34 EOM 1950, 872 (FEET ABOVE SEA
 GC2212'LEVEL).
 GC2212'
 GC2212'THE AZIMUTH MARK IS 12 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 2
 GC2212'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.
 GC2212'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK STAMPED WHITEHOUSE
 GC2212'1951.
 GC2212'
 GC2212'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO U.S. HIGHWAY
 GC2212'31W, TURN LEFT AND GO NORTH FOR 0.4 MILE TO SIDE ROAD LEFT JUST
 GC2212'NORTH OF A FRAME STORE BUILDING, TURN LEFT AND GO WEST FOR 0.15 MILE
 GC2212'TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2212'
 GC2212'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2212
 GC2212                          STATION RECOVERY (1959)
 GC2212
 GC2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2212'THE STATION MARK, REFERENCE MARK 1, 34 EOM (USGS) BM, AND THE AZIMUTH
 GC2212'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 GC2212'DIRECTIONS TO REFERENCE MARK 1 AND 34 EOM (USGS) BM
 GC2212'AND THE DISTANCE TO REFERENCE
 GC2212'MARK 1 CHECKED WITH THE 1951 DATA. A DIFFERENCE IN DISTANCE TO 34 EOM
 GC2212'(USGS) BM AND A DIFFERENCE IN DIRECTION TO THE AZIMUTH MARK WAS
 GC2212'FOUND. THE WHITE WITNESS POST IS NO LONGER AT THE STATION SITE. A
 GC2212'COMPLETE DESCRIPTION FOLLOWS.
 GC2212'
 GC2212'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE POST OFFICE IN
 GC2212'WHITE HOUSE AND NEAR THE NORTH EDGE OF TOWN. IT IS ON THE PROPERTY
 GC2212'OF THE WHITE HOUSE METHODIST CHURCH.
 GC2212'
 GC2212'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HOUSE GO NORTH ON
 GC2212'U.S. HIGHWAY 31 W FOR 0.05 MILE TO A SIDE ROAD LEFT AT SIGN WHITE
 GC2212'HOUSE METHODIST CHURCH. TURN LEFT AND GO ABOUT 0.05 MILE TO THE
 GC2212'STATION AS DESCRIBED.
 GC2212'
 GC2212'THE STATION MARK, A STANDARD DISK STAMPED WHITEHOUSE 1951, IS SET IN
 GC2212'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 3 INCHES BELOW
 GC2212'THE SURFACE OF THE GROUND. IT IS 79 FEET NORTH OF THE NORTHEAST
 GC2212'CORNER OF THE CHURCH, 55 FEET EAST OF A T FENCE CORNER, 10 FEET
 GC2212'WEST-SOUTHWEST OF THE WEST POST OF A GATE, 4 FEET WEST OF A WELL, AND
 GC2212'30 INCHES SOUTH OF A FENCE LINE.
 GC2212'
 GC2212'REFERENCE MARK 1, A STANDARD DISK STAMPED WHITEHOUSE NO 1 1951, IS
 GC2212'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC2212'SURFACE OF THE GROUND. IT IS 25 FEET EAST OF A T FENCE CORNER AND 12
 GC2212'INCHES SOUTH OF A FENCE LINE.
 GC2212'
 GC2212'34 EOM (USGS) BM IS A STANDARD GEOLOGICAL SURVEY BENCH MARK DISK
 GC2212'STAMPED 34 EOM 1950 872 (FEET ABOVE SEA LEVEL). IT IS SET IN THE
 GC2212'TOP OF A PRE-CAST CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE
 GC2212'THE GROUND. IT IS 57 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC2212'CHURCH AND 22 FEET SOUTH OF THE GRAVEL DRIVE LEADING TO THE CHURCH.
 GC2212'
 GC2212'THE AZIMUTH MARK, A STANDARD DISK STAMPED WHITEHOUSE 1951, IS SET IN
 GC2212'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 GC2212'THE GROUND. IT IS 24 FEET NORTH OF A POWER LINE POLE, 12 FEET NORTH
 GC2212'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 2 FEET SOUTH OF A FENCE
 GC2212'LINE, AND 12 INCHES SOUTHWEST OF A WITNESS SIGN.
 GC2212'
 GC2212'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WHITE HOUSE GO
 GC2212'NORTH ON U.S. HIGHWAY 31 W FOR 0.45 MILE TO A SIDE ROAD LEFT. TURN
 GC2212'LEFT AND GO 0.15 MILE TO THE MARK AS DESCRIBED.
 GC2212'
 GC2212'OBSERVATIONS WERE TAKEN FROM A 77 FOOT TOWER.
 GC2212
 GC2212                          STATION RECOVERY (1968)
 GC2212
 GC2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2212'THE STATION, REFERENCE MARK NO. 1 AND 34 EOM (USGS) BM WERE RECOVERED
 GC2212'AND FOUND IN GOOD CONDITION. THE AZIMUTH MARK MONUMENT WAS FOUND
 GC2212'BROKEN OFF AND LYING IN THE ROAD DITCH. A NEW AZIMUTH MARK AND A
 GC2212'REFERENCE MARK NO. 2 WERE ESTABLISHED THIS DATE. A
 GC2212'DISCREPANCY OF 0.02 OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED
 GC2212'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND THE STATION.
 GC2212'
 GC2212'FOLLOWING IS A NEW AND COMPLETE DISCRIPTION.
 GC2212'
 GC2212'THE STATION IS NOW LOCATED ON THE PROPERTY OF MR. J. M. CRANOR NEAR
 GC2212'THE SITE OF THE OLD WHITE HOUSE METHODIST CHURCH (NOW THE WHITE
 GC2212'HOUSE UTILITY DISTRICT OFFICE AND WAREHOUSE).
 GC2212'
 GC2212'TO REACH THE STATION FROM THE NEW POST OFFICE IN WHITE HOUSE, GO
 GC2212'EASTERLY ON STATE ROUTE 76 FOR 0.1 MILE TO THE JUNCTION WITH U.S.
 GC2212'HIGHWAY 31W. HERE TURN LEFT AND GO NORTHERLY ON U.S. HIGHWAY 31W FOR
 GC2212'0.15 MILE TO A PAVED DRIVEWAY ON THE LEFT TURN LEFT ON THIS PAVED
 GC2212'DRIVE AND GO WESTERLY ABOUT 0.05 MILE TO THE WHITE HOUSE UTILITY
 GC2212'DISTRICT OFFICE AND WAREHOUSE, AND THE STATION AT NORTH EDGE OF
 GC2212'PROPERTY AS DESCRIBED.
 GC2212'
 GC2212'THE STATION IS 82 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 GC2212'OFFICE BUILDING, 79 FEET NORTH-NORTHWEST OF THE NORTHEAST
 GC2212'CORNER OF THE OFFICE BUILDING, 43 FEET EAST OF POWERLINE TRANSFORMER
 GC2212'POLE NO. G3522 AT3, 19 FEET WEST OF A 12-INCH, FORKED TRUNKED,
 GC2212'LOCUST TREE, 3 FEET SOUTH OF A FENCE, AND 2.0 FEET SOUTH OF A METAL
 GC2212'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2212'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SURFACE
 GC2212'OF THE GROUND AND THE DISK IS STAMPED WHITEHOUSE 1951.
 GC2212'
 GC2212'REFERENCE MARK NO. 1 IS 73 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GC2212'OFFICE BUILDING, 13 FEET EAST OF POWERLINE TRANSFORMER POLE
 GC2212'NO. G3522AT3 AND 0.5 OF A FOOT SOUTH OF A FENCE. IT IS A STANDARD
 GC2212'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GC2212'MONUMENT AND THE DISK IS STAMPED WHITEHOUSE NO 1 1951.
 GC2212'
 GC2212'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE NORTHWEST CORNER OF THE
 GC2212'OFFICE BUILDING, 15 FEET WEST OF THE NORTHEAST CORNER OF THE
 GC2212'OFFICE BUILDING, 3.6 FEET NORTH OF THE NORTH WALL OF THE BUILDING,
 GC2212'AND 0.6 OF A FOOT SOUTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK.
 GC2212'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 GC2212'SIDEWALK ALONG THE NORTH SIDE OF THE OFFICE BUILDING AND THE DISK
 GC2212'IS STAMPED WHITEHOUSE 1951 NO 2 1968.
 GC2212'
 GC2212'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2212'REFERENCE MARK NO. 2 IS 76.84 FEET-23.422 METERS.
 GC2212'
 GC2212'34EOM (USGS) BM IS 78 FEET WEST OF A 10-INCH, TRIPLE TRUNKED, CEDAR
 GC2212'TREE, 72 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE OFFICE
 GC2212'BUILDING, 58 FEET EAST OF THE SOUTHEAST CORNER OF THE OFFICE
 GC2212'BUILDING, 51 FEET NORTH-NORTHEAST OF A 36-INCH BLACK OAK TREE, 20
 GC2212'FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY, AND ABOUT 6
 GC2212'FEET BELOW THE ELEVATION OF THE STATION. IT IS A USGS BENCH MARK
 GC2212'DISK SET IN THE TOP OF A 7-INCH, SQUARE, CONCRETE MONUMENT THAT
 GC2212'PROJECTS 6 INCHES AND THE DISK IS STAMPED 872 34EOM 1950.
 GC2212'
 GC2212'DUE TO THE OFFICE BUILDING BEING ON LINE, THE HORIZONTAL DISTANCES
 GC2212'BETWEEN REFERENCE MARK NO. 1 AND 34 EOM AND REFERENCE MARK NO. 2 AND
 GC2212'34 EOM COULD NOT BE MEASURED.
 GC2212'
 GC2212'THE AZIMUTH MARK IS 99 FEET EAST OF A GUYED UTILITY POLE, 98 FEET
 GC2212'EAST OF A T FENCE CORNER POST, 35 FEET NORTHEAST AND ACROSS AN
 GC2212'OILED ROAD FROM A 16-INCH BLACK WALNUT TREE, 28 FEET NORTH AND ACROSS
 GC2212'THE OILED ROAD FROM GUYED UTILITY POLE NO. 191, 13 FEET NORTH OF
 GC2212'THE APPROXIMATE CENTER OF THE OILED ROAD, 0.9 OF A FOOT WEST OF A
 GC2212'METAL WITNESS POST AND SIGN, AND DIRECTLY UNDER AN EAST-WEST FENCE.
 GC2212'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GC2212'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED WHITEHOUSE
 GC2212'1951 1968.
 GC2212'
 GC2212'TO REACH THE AZIMUTH MARK FROM A POINT ON U.S. HIGHWAY 31W WHERE THE
 GC2212'DRIVE LEADS INTO THE STATION SITE, CONTINUE NORTHERLY ON U.
 GC2212'S. HIGHWAY 31W FOR 0.4 MILE TO AN OILED ROAD LEFT. HERE TURN LEFT AND
 GC2212'GO WESTERLY ON THE OILED ROAD FOR ABOUT 0.15 OF A MILE TO A PAVED
 GC2212'ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT IN FENCE AS
 GC2212'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2601 ***********************************************************************
 GC2601  DESIGNATION -  WHITEOAK
 GC2601  PID         -  GC2601
 GC2601  STATE/COUNTY-  TN/HUMPHREYS
 GC2601  USGS QUAD   -  WOOLWORTH (1973)
 GC2601
 GC2601                         *CURRENT SURVEY CONTROL
 GC2601  ___________________________________________________________________
 GC2601* NAD 83(1995)-  36 11 23.73384(N)    087 43 56.13281(W)     ADJUSTED  
 GC2601* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 GC2601  ___________________________________________________________________
 GC2601  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GC2601  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC2601
 GC2601  HORZ ORDER  -  THIRD
 GC2601
 GC2601.The horizontal coordinates were established by classical geodetic methods
 GC2601.and adjusted by the National Geodetic Survey in April 1999..
 GC2601
 GC2601.The orthometric height was scaled from a topographic map.
 GC2601
 GC2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2601
 GC2601.The geoid height was determined by GEOID03.
 GC2601
 GC2601;                    North         East     Units Scale Factor Converg.
 GC2601;SPC TN       -   207,367.773   444,201.672   MT  0.99996763   -1 00 50.9
 GC2601;SPC TN       -   680,339.10  1,457,351.65   sFT  0.99996763   -1 00 50.9
 GC2601;UTM  16      - 4,005,262.793   434,161.289   MT  0.99965341   -0 25 56.6
 GC2601
 GC2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2601!SPC TN       -   0.99997126  x   0.99996763  =   0.99993889
 GC2601!UTM  16      -   0.99997126  x   0.99965341  =   0.99962468
 GC2601
 GC2601|---------------------------------------------------------------------|
 GC2601| PID    Reference Object                     Distance      Geod. Az  |
 GC2601|                                                           dddmmss.s |
 GC2601| CG7804 WHITEOAK RM 2                        24.886 METERS 15609     |
 GC2601| CG7803 WHITEOAK RM 1                        24.298 METERS 33528     |
 GC2601| CG7802 WHITEOAK AZ MK                                     3444930.8 |
 GC2601|---------------------------------------------------------------------|
 GC2601
 GC2601                          SUPERSEDED SURVEY CONTROL
 GC2601
 GC2601  NAD 83(1995)-  36 11 23.73571(N)    087 43 56.13606(W) AD(       ) 3
 GC2601  NAD 83(1995)-  36 11 23.73685(N)    087 43 56.13772(W) AD(       ) 3
 GC2601  NAD 83(1986)-  36 11 23.74367(N)    087 43 56.13484(W) AD(       ) 3
 GC2601  NAD 27      -  36 11 23.53100(N)    087 43 56.05500(W) AD(       ) 3
 GC2601
 GC2601.Superseded values are not recommended for survey control.
 GC2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2601.See file dsdata.txt to determine how the superseded data were derived.
 GC2601
 GC2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3416105263(NAD 83)
 GC2601_MARKER: DS = TRIANGULATION STATION DISK
 GC2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2601
 GC2601  HISTORY     - Date     Condition        Report By
 GC2601  HISTORY     - 1952     MONUMENTED       CGS
 GC2601  HISTORY     - 1972     GOOD             TVA
 GC2601
 GC2601                          STATION DESCRIPTION
 GC2601
 GC2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2601'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WAVERLY ON THE WEST
 GC2601'RIGHT-OF-WAY OF STATE HIGHWAY 13.  IT IS 34 FEET WEST OF THE CENTER
 GC2601'OF THE HIGHWAY, 16 FEET SOUTHEAST OF AN 8 INCH OAK TREE WHICH HAS A
 GC2601'TRIANGLE BLAZE ON THE EAST SIDE AND 4 FEET SOUTHEAST OF A WHITE
 GC2601'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2601'WHITEOAK 1952.
 GC2601'
 GC2601'REFERENCE MARK NO. 1 IS 44 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 GC2601'21 FEET NORTH OF A 14 INCH OAK TREE.  THE MARK PROJECTS 2 INCHES
 GC2601'AND THE DISK IS STAMPED WHITEOAK NO 1 1952.
 GC2601'
 GC2601'REFERENCE MARK NO. 2 IS 29 FEET SOUTHEAST OF A 12 INCH MAPLE TREE AND
 GC2601'27 FEET WEST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 2
 GC2601'INCHES AND THE DISK IS STAMPED WHITEOAK NO 2 1952.
 GC2601'
 GC2601'AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY, 13 FEET
 GC2601'WEST OF A POWERLINE POLE AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 GC2601'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WHITEOAK 1952.
 GC2601'
 GC2601'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO NORTH ON
 GC2601'STATE HIGHWAY 13 FOR 9.0 MILES TO THE TOP OF A HILL AND THE
 GC2601'STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO THE
 GC2601'AZIMUTH MARK ON THE LEFT.
 GC2601'
 GC2601'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2601
 GC2601                          STATION RECOVERY (1972)
 GC2601
 GC2601'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 GC2601'WHITEOAK STATION MARK RECOVERED IN GOOD CONDITION.
 GC2601'
 GC2601'WHITEOAK STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2601'
 GC2601'SEE ORIGINAL DESCRIPTION.
 GC2601'
 GC2601'ADD TO DESCRIPTION
 GC2601'
 GC2601'16.1 FT. N 55 E. FROM 10 INCH POST OAK.
 GC2601'16.1 FT. S 60 E FROM 12 INCH POST OAK.
 GC2601'
 GC2601'POST AND SIGN SET AT STATION.
 GC2601'
 GC2601'R. M. NO. 1 RECOVERED IN GOOD CONDITION.
 GC2601'
 GC2601'WHITEOAK NO 1 1952 FOUND STAMPED ON THE POINT.
 GC2601'
 GC2601'ADD--
 GC2601'
 GC2601'13.9 FT. S 10 E FROM PAINTED CROSS ON POWER POLE.
 GC2601'6.2 FT S 60 E FROM 6 INCH HICKORY.
 GC2601'10.6 FT. N 15 E FROM 10 INCH WHITE OAK.
 GC2601'
 GC2601'POST AND SIGN SET AT MARKER.
 GC2601'
 GC2601'R. M. NO. 2 RECOVERED IN GOOD CONDITION.
 GC2601'
 GC2601'WHITEOAK NO 2 1952 FOUND STAMPED ON THE POINT.
 GC2601'
 GC2601'CHANGE TO READ 29.2 S 40 E OF 16 INCH POPULAR.
 GC2601'
 GC2601'POST AND SIGN SET AT MARKER.
 GC2601'
 GC2601'AZIMUTH MK. RECOVERED IN GOOD CONDITION.
 GC2601'
 GC2601'AZIMUTH WHITEOAK 1952 FOUND STAMPED ON THE POINT.
 GC2601'
 GC2601'SEE ORIGINAL DESCRIPTION.
 GC2601'
 GC2601'POST AND SIGN AT MARKER.
 GC2601'
 GC2601'DISTANCE AND DIRECTION FROM NEAREST TOWN 9.3 MI. FROM WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1853 ***********************************************************************
 GA1853  DESIGNATION -  WHITESBURG AZ MK
 GA1853  PID         -  GA1853
 GA1853  STATE/COUNTY-  TN/HAMBLEN
 GA1853  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1853
 GA1853                         *CURRENT SURVEY CONTROL
 GA1853  ___________________________________________________________________
 GA1853* NAD 83(1986)-  36 16 27.     (N)    083 07 56.     (W)     SCALED    
 GA1853* NAVD 88     -       365.104  (meters)    1197.85   (feet)  ADJUSTED  
 GA1853  ___________________________________________________________________
 GA1853  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1853  DYNAMIC HT  -         364.770 (meters)    1196.75  (feet)  COMP
 GA1853  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 GA1853
 GA1853  VERT ORDER  -  FIRST     CLASS I
 GA1853
 GA1853.The horizontal coordinates were scaled from a topographic map and have
 GA1853.an estimated accuracy of +/- 6 seconds.
 GA1853
 GA1853.The orthometric height was determined by differential leveling
 GA1853.and adjusted by the National Geodetic Survey in June 1991..
 GA1853
 GA1853.The geoid height was determined by GEOID03.
 GA1853
 GA1853.The dynamic height is computed by dividing the NAVD 88
 GA1853.geopotential number by the normal gravity value computed on the
 GA1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1853.degrees latitude (g = 980.6199 gals.).
 GA1853
 GA1853.The modeled gravity was interpolated from observed gravity values.
 GA1853
 GA1853;                    North         East    Units  Estimated Accuracy
 GA1853;SPC TN       -   219,110.      857,630.      MT  (+/- 180 meters Scaled)
 GA1853
 GA1853                          SUPERSEDED SURVEY CONTROL
 GA1853
 GA1853  NGVD 29 (??/??/92)  365.252  (m)         1198.33   (f) ADJ UNCH    1 1
 GA1853
 GA1853.Superseded values are not recommended for survey control.
 GA1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1853.See file dsdata.txt to determine how the superseded data were derived.
 GA1853
 GA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA084164(NAD 83)
 GA1853_MARKER: DR = REFERENCE MARK DISK
 GA1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1853_STAMPING: WHITESBURG 1934 AZI
 GA1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1853+STABILITY: SURFACE MOTION
 GA1853
 GA1853  HISTORY     - Date     Condition        Report By
 GA1853  HISTORY     - 1934     MONUMENTED       CGS
 GA1853  HISTORY     - 1967     GOOD             NGS
 GA1853
 GA1853                          STATION DESCRIPTION
 GA1853
 GA1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1853'0.4 MI E FROM WHITESBURG.
 GA1853'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA1853'AT THE SMALL COMMUNITY OF WHITESBURG, 100 YARDS EAST OF A CURVE
 GA1853'IN THE HIGHWAY, 24 1/2 FEET SOUTH OF THE CENTERLINE OF THE
 GA1853'HIGHWAY, 57 FEET NORTHEAST OF THE NORTHEAST CORNER OF A PORCH
 GA1853'ON A FRAME HOUSE, 33 1/2 FEET EAST OF POLE NUMBER B61, 5 FEET
 GA1853'NORTH OF A FENCE, 5.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 GA1853'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GA1853'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1855 ***********************************************************************
 GA1855  DESIGNATION -  WHITESBURG RESET
 GA1855  PID         -  GA1855
 GA1855  STATE/COUNTY-  TN/HAMBLEN
 GA1855  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1855
 GA1855                         *CURRENT SURVEY CONTROL
 GA1855  ___________________________________________________________________
 GA1855* NAD 83(1995)-  36 16 28.97526(N)    083 07 38.80011(W)     ADJUSTED  
 GA1855* NAVD 88     -       364.017  (meters)    1194.28   (feet)  ADJUSTED  
 GA1855  ___________________________________________________________________
 GA1855  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GA1855  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1855  DYNAMIC HT  -         363.685 (meters)    1193.19  (feet)  COMP
 GA1855  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA1855
 GA1855  HORZ ORDER  -  THIRD
 GA1855  VERT ORDER  -  FIRST     CLASS I
 GA1855
 GA1855.The horizontal coordinates were established by classical geodetic methods
 GA1855.and adjusted by the National Geodetic Survey in April 1999..
 GA1855
 GA1855.The orthometric height was determined by differential leveling
 GA1855.and adjusted by the National Geodetic Survey in June 1991..
 GA1855
 GA1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1855
 GA1855.The geoid height was determined by GEOID03.
 GA1855
 GA1855.The dynamic height is computed by dividing the NAVD 88
 GA1855.geopotential number by the normal gravity value computed on the
 GA1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1855.degrees latitude (g = 980.6199 gals.).
 GA1855
 GA1855.The modeled gravity was interpolated from observed gravity values.
 GA1855
 GA1855;                    North         East     Units Scale Factor Converg.
 GA1855;SPC TN       -   219,184.586   858,056.182   MT  0.99997790   +1 40 54.1
 GA1855;SPC TN       -   719,108.10  2,815,139.32   sFT  0.99997790   +1 40 54.1
 GA1855;UTM  17      - 4,016,518.641   308,912.416   MT  1.00004992   -1 15 32.8
 GA1855
 GA1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1855!SPC TN       -   0.99994778  x   0.99997790  =   0.99992568
 GA1855!UTM  17      -   0.99994778  x   1.00004992  =   0.99999769
 GA1855
 GA1855|---------------------------------------------------------------------|
 GA1855| PID    Reference Object                     Distance      Geod. Az  |
 GA1855|                                                           dddmmss.s |
 GA1855| DC2784 WHITESBURG RM 3                      27.441 METERS 08605     |
 GA1855| DC2783 WHITESBURG RM 1                      28.938 METERS 08909     |
 GA1855| GA1853 WHITESBURG AZ MK                                   2634154.3 |
 GA1855| GA1854 WHITESBURG RM 2                      26.615 METERS 26844     |
 GA1855|---------------------------------------------------------------------|
 GA1855
 GA1855                          SUPERSEDED SURVEY CONTROL
 GA1855
 GA1855  NAD 83(1995)-  36 16 28.97909(N)    083 07 38.80447(W) AD(       ) 3
 GA1855  NAD 83(1995)-  36 16 28.99113(N)    083 07 38.80445(W) AD(       ) 3
 GA1855  NAD 83(1995)-  36 16 28.98165(N)    083 07 38.80244(W) AD(       ) 3
 GA1855  NAD 83(1986)-  36 16 28.98430(N)    083 07 38.80251(W) AD(       ) 3
 GA1855  NAD 27      -  36 16 28.64200(N)    083 07 39.20200(W) AD(       ) 3
 GA1855  NGVD 29 (??/??/92)  364.166  (m)         1194.77   (f) ADJ UNCH    1 1
 GA1855
 GA1855.Superseded values are not recommended for survey control.
 GA1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1855.See file dsdata.txt to determine how the superseded data were derived.
 GA1855
 GA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0891216519(NAD 83)
 GA1855_MARKER: DS = TRIANGULATION STATION DISK
 GA1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1855_STAMPING: WHITESBURG 1934 1960
 GA1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1855+STABILITY: SURFACE MOTION
 GA1855
 GA1855  HISTORY     - Date     Condition        Report By
 GA1855  HISTORY     - 1960     MONUMENTED       CGS
 GA1855  HISTORY     - 1967     GOOD             CGS
 GA1855  HISTORY     - 1967     GOOD             NGS
 GA1855
 GA1855                          STATION DESCRIPTION
 GA1855
 GA1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 GA1855'RECOVERED ONLY THE AZIMUTH MARK, R.M. NO. 2, AND THE SUBSURFACE
 GA1855'STATION MARK IN GOOD
 GA1855'CONDITION.  A NEW SURFACE STATION MARK WAS SET AND UPROOTED R.M.
 GA1855'NO.  1 WAS RESET AS NO. 3.
 GA1855'
 GA1855'ABOUT 0.5 MILE E ALONG NO. 11-E U.S. HIGHWAY FROM THE POST OFFICE IN
 GA1855'WHITESBURG, AT
 GA1855'VIRTUAL W END OF CURVE, 132 FEET E OF A FIRE HYDRANT,
 GA1855'25 FEET N OF CENTER LINE OF THE
 GA1855'HIGHWAY, 4.8 FEET LOWER THAN SAME,
 GA1855'AND 2.0 FEET S OF THE LINE BETWEEN THE REFERENCE
 GA1855'MARKS.
 GA1855'MARK IS STAMPED WHITESBURG 1934 1960 AND SET FLUSH WITH THE GROUND.
 GA1855'THE SUBSURFACE
 GA1855'MARK IS STAMPED WHITESBURG 1934.
 GA1855'
 GA1855'REFERENCE STAMPED WHITESBURG NO 2 1934, PROJECTS 0.3 FOOT,
 GA1855'IS 87.32 FEET OR
 GA1855'26.615 METERS W,S 88 DEG 45 MIN W FROM THE
 GA1855'STATION, 44.9 FEET E OF FIRE
 GA1855'HYDRANT, AND 29 FEET N OF CENTER LINE OF
 GA1855'HIGHWAY.
 GA1855'
 GA1855'REFERENCE STAMPED WHITESBURG NO 3 1934 1960, PROJECTS 0.6
 GA1855'FOOT, IS 90.03 FEET OR
 GA1855'27.441 METERS E,N 86 DEG 05 MIN E. FROM THE
 GA1855'STATION, ABOUT 36 YARDS W OF THE
 GA1855'P.I.  OF THE HIGHWAY CURVE, 27-1/2
 GA1855'FEET N OF CENTER LINE OF HWY., AND 4 FEET LOWER
 GA1855'THAN SAME.
 GA1855'
 GA1855'AZIMUTH MARK STAMPED WHITESBURG AZI 1934, PROJECTS 0.6
 GA1855'FOOT, IS ABOUT 0.25 MILE W
 GA1855'S 83 DEG 41 MIN W 57 SEC FROM THE STATION, ABOUT
 GA1855'10 YARDS E OF THE CREST OF A
 GA1855'RIDGE, 42 FEET W OF PROJECTED PLANE OF
 GA1855'THE W WALL OF A FRAME HOUSE, 34 FEET E OF A
 GA1855'POWER POLE, 24 FEET S OF
 GA1855'CENTER LINE OF THE HIGHWAY, AND ABOUT 1.3 FEET HIGHER THAN
 GA1855'SAME.
 GA1855
 GA1855                          STATION RECOVERY (1967)
 GA1855
 GA1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GRS)
 GA1855'THE STATION MARK, STAMPED WHITESBURG 1934 1960, IS ABOUT 0.8 MILE
 GA1855'EAST ALONG U.S.
 GA1855'HIGHWAY 11 E FROM THE POST OFFICE AT THE SMALL
 GA1855'COMMUNITY OF WHITESBURG, 26 FEET
 GA1855'NORTH OF THE CENTERLINE OF THE
 GA1855'HIGHWAY, 81 YARDS WEST OF THE EXTENDED CENTERLINE
 GA1855'OF A PRIVATE
 GA1855'DRIVEWAY, 56-1/2 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A POLE,
 GA1855'37 FEET EAST OF A
 GA1855'ROW OF TREES, 28-1/2 FEET WEST OF A TELEPHONE POLE
 GA1855'BRACED BY 2 GUY WIRES, 6-1/2 FEET
 GA1855'SOUTH OF A FENCE, 3.0 FEET SOUTH OF
 GA1855'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 GA1855'OF THE HIGHWAY,
 GA1855'AND SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW THE
 GA1855'SURFACE OF THE
 GA1855'GROUND.
 GA1855'
 GA1855'R.M. 2, STAMPED WHITESBURG NO 2 1934, IS 87.8 FEET WEST OF THE
 GA1855'STATION MARK, 110
 GA1855'YARDS WEST OF A CURVE IN THE HIGHWAY, 29-1/2 FEET NORTH OF
 GA1855'THE CENTERLINE OF THE
 GA1855'HIGHWAY, 44-1/2 FEET EAST OF FIRE HYDRANT
 GA1855'NUMBER 56, 46 FEET EAST OF A POLE, 3-1/2
 GA1855'FEET SOUTH OF A FENCE, 2.0
 GA1855'FEET WEST OF A METAL WITNESS POST, ABOUT 1-1/2 FEET BELOW
 GA1855'THE LEVEL OF THE
 GA1855'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1855'2 INCHES.
 GA1855'
 GA1855'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 GA1855'
 GA1855'THE AZIMUTH MARK, STAMPED WHITESBURG 1934 AZI, IS ABOUT 0.45 MILE
 GA1855'EAST ALONG U.S.
 GA1855'HIGHWAY 11 E FROM THE POST OFFICE AT THE SMALL
 GA1855'COMMUNITY OF WHITESBURG, 100 YARDS
 GA1855'EAST OF A CURVE IN THE HIGHWAY, 24
 GA1855'1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 57
 GA1855'FEET NORTHEAST OF
 GA1855'THE NORTHEAST CORNER OF A PORCH ON A FRAME HOUSE, 33-1/2 FEET EAST OF
 GA1855'POLE NUMBER B61, 5
 GA1855'FEET NORTH OF A FENCE, 5.0 FEET NORTH OF A METAL
 GA1855'WITNESS POST, ABOUT 2 FEET ABOVE THE
 GA1855'LEVEL OF THE HIGHWAY, AND SET IN
 GA1855'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 GA1855
 GA1855                          STATION RECOVERY (1967)
 GA1855
 GA1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1855'0.8 MI E FROM WHITESBURG.
 GA1855'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA1855'AT THE SMALL COMMUNITY OF WHITESBURG, 26 FEET NORTH OF THE
 GA1855'CENTERLINE OF THE HIGHWAY, 81 YARDS WEST OF THE EXTENDED CENTERLINE
 GA1855'OF A PRIVATE DRIVEWAY, 56 1/2 FEET NORTHWEST AND ACROSS THE
 GA1855'HIGHWAY FROM A POLE, 37 FEET EAST OF A ROW OF TREES, 28 1/2 FEET
 GA1855'WEST OF A TELEPHONE POLE BRACED BY 2 GUY WIRES, 6 1/2 FEET SOUTH
 GA1855'OF A FENCE, 87.8 FEET EAST OF REFERENCE MARK WHITESBURG R.M. 2,
 GA1855'3.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 GA1855'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GA1855'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1854 ***********************************************************************
 GA1854  DESIGNATION -  WHITESBURG RM 2
 GA1854  PID         -  GA1854
 GA1854  STATE/COUNTY-  TN/HAMBLEN
 GA1854  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1854
 GA1854                         *CURRENT SURVEY CONTROL
 GA1854  ___________________________________________________________________
 GA1854* NAD 83(1986)-  36 16 28.     (N)    083 07 39.     (W)     SCALED    
 GA1854* NAVD 88     -       364.998  (meters)    1197.50   (feet)  ADJUSTED  
 GA1854  ___________________________________________________________________
 GA1854  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1854  DYNAMIC HT  -         364.664 (meters)    1196.40  (feet)  COMP
 GA1854  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA1854
 GA1854  VERT ORDER  -  FIRST     CLASS I
 GA1854
 GA1854.The horizontal coordinates were scaled from a topographic map and have
 GA1854.an estimated accuracy of +/- 6 seconds.
 GA1854
 GA1854.The orthometric height was determined by differential leveling
 GA1854.and adjusted by the National Geodetic Survey in June 1991..
 GA1854
 GA1854.The geoid height was determined by GEOID03.
 GA1854
 GA1854.The dynamic height is computed by dividing the NAVD 88
 GA1854.geopotential number by the normal gravity value computed on the
 GA1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1854.degrees latitude (g = 980.6199 gals.).
 GA1854
 GA1854.The modeled gravity was interpolated from observed gravity values.
 GA1854
 GA1854;                    North         East    Units  Estimated Accuracy
 GA1854;SPC TN       -   219,150.      858,050.      MT  (+/- 180 meters Scaled)
 GA1854
 GA1854                          SUPERSEDED SURVEY CONTROL
 GA1854
 GA1854  NGVD 29 (??/??/92)  365.146  (m)         1197.98   (f) ADJ UNCH    1 1
 GA1854
 GA1854.Superseded values are not recommended for survey control.
 GA1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1854.See file dsdata.txt to determine how the superseded data were derived.
 GA1854
 GA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA089164(NAD 83)
 GA1854_MARKER: DR = REFERENCE MARK DISK
 GA1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1854_STAMPING: WHITESBURG NO 2 1934
 GA1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1854+STABILITY: SURFACE MOTION
 GA1854
 GA1854  HISTORY     - Date     Condition        Report By
 GA1854  HISTORY     - 1934     MONUMENTED       CGS
 GA1854  HISTORY     - 1967     GOOD             NGS
 GA1854
 GA1854                          STATION DESCRIPTION
 GA1854
 GA1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1854'0.8 MI E FROM WHITESBURG.
 GA1854'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST
 GA1854'OFFICE AT THE SMALL COMMUNITY OF WHITESBURG, 110 YARDS WEST
 GA1854'OF A CURVE IN THE HIGHWAY, 29 1/2 FEET NORTH OF THE CENTERLINE
 GA1854'OF THE HIGHWAY, 87.8 FEET WEST OF TRIANGULATION STATION WHITESBURG
 GA1854'1934 1960, 44 1/2 FEET EAST OF FIRE HYDRANT NUMBER 56, 46 FEET
 GA1854'EAST OF A POLE, 3 1/2 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A
 GA1854'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 GA1854'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1854'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2254 ***********************************************************************
 EE2254  DESIGNATION -  WHITESIDE
 EE2254  PID         -  EE2254
 EE2254  STATE/COUNTY-  TN/MARION
 EE2254  USGS QUAD   -  NEW HOME (1982)
 EE2254
 EE2254                         *CURRENT SURVEY CONTROL
 EE2254  ___________________________________________________________________
 EE2254* NAD 83(1995)-  34 59 35.15662(N)    085 30 09.01159(W)     ADJUSTED  
 EE2254* NAVD 88     -       433.6    (meters)    1423.     (feet)  VERTCON   
 EE2254  ___________________________________________________________________
 EE2254  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 EE2254  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE2254
 EE2254  HORZ ORDER  -  SECOND
 EE2254
 EE2254.The horizontal coordinates were established by classical geodetic methods
 EE2254.and adjusted by the National Geodetic Survey in April 1999..
 EE2254
 EE2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2254
 EE2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2254
 EE2254.The geoid height was determined by GEOID03.
 EE2254
 EE2254;                    North         East     Units Scale Factor Converg.
 EE2254;SPC TN       -    73,317.941   645,421.697   MT  1.00005526   +0 17 28.5
 EE2254;SPC TN       -   240,543.94  2,117,521.02   sFT  1.00005526   +0 17 28.5
 EE2254;SPC GA W     -   554,473.878   578,052.070   MT  1.00008323   -0 45 58.2
 EE2254;SPC GA W     - 1,819,136.38  1,896,492.50   sFT  1.00008323   -0 45 58.2
 EE2254;UTM  16      - 3,873,302.127   636,665.902   MT  0.99983019   +0 51 32.1
 EE2254
 EE2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2254!SPC TN       -   0.99993652  x   1.00005526  =   0.99999178
 EE2254!SPC GA W     -   0.99993652  x   1.00008323  =   1.00001974
 EE2254!UTM  16      -   0.99993652  x   0.99983019  =   0.99976672
 EE2254
 EE2254|---------------------------------------------------------------------|
 EE2254| PID    Reference Object                     Distance      Geod. Az  |
 EE2254|                                                           dddmmss.s |
 EE2254| CG7806 WHITESIDE RM 1                       16.121 METERS 12444     |
 EE2254| CG7807 WHITESIDE RM 2                       18.090 METERS 23918     |
 EE2254| CG7805 WHITESIDE AZ MK                                    2574109.5 |
 EE2254|---------------------------------------------------------------------|
 EE2254
 EE2254                          SUPERSEDED SURVEY CONTROL
 EE2254
 EE2254  NAD 83(1995)-  34 59 35.15668(N)    085 30 09.01167(W) AD(       ) 2
 EE2254  NAD 83(1995)-  34 59 35.15713(N)    085 30 09.01326(W) AD(       ) 2
 EE2254  NAD 83(1995)-  34 59 35.15792(N)    085 30 09.01125(W) AD(       ) 2
 EE2254  NAD 83(1986)-  34 59 35.15839(N)    085 30 09.01103(W) AD(       ) 2
 EE2254  NAD 27      -  34 59 34.88350(N)    085 30 09.14690(W) AD(       ) 2
 EE2254  NGVD 29 (07/19/86)  433.6    (m)         1423.     (f) VERT ANG       
 EE2254
 EE2254.Superseded values are not recommended for survey control.
 EE2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2254.See file dsdata.txt to determine how the superseded data were derived.
 EE2254
 EE2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3666673302(NAD 83)
 EE2254_MARKER: DS = TRIANGULATION STATION DISK
 EE2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2254
 EE2254  HISTORY     - Date     Condition        Report By
 EE2254  HISTORY     - 1962     MONUMENTED       CGS
 EE2254
 EE2254                          STATION DESCRIPTION
 EE2254
 EE2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2254'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE SMALL
 EE2254'COMMUNITY OF WHITESIDE ON A POINT OVER LOOKING THE VALLEY AT
 EE2254'WHITESIDE.
 EE2254'
 EE2254'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 11, 41, 64
 EE2254'AND 72 IN THE COMMUNITY OF TIFTONIA, JUST WEST OF CHATTANOOGA, GO
 EE2254'SOUTHWEST ON U. S. HIGHWAY 11 FOR 2.9 MILES TO THE
 EE2254'TENNESSEE-GEORGIA STATE LINE, CONTINUE SOUTHWEST ON U. S. HIGHWAY
 EE2254'11 FOR 0.75 MILE TO GEORGIA STATE ROUTE 299 ON THE RIGHT, TURN
 EE2254'RIGHT, WESTERLY ON STATE ROUTE 299 FOR 3.4 MILES TO THE
 EE2254'GEORGIA-TENNESSEE STATE LINE AND THE BEGINNING OF TENN. STATE
 EE2254'ROUTE 134, CONTINUE WESTERLY ON STATE ROUTE 134 TO AN OFFSET
 EE2254'CROSSROAD, TURN RIGHT PASSING UNDER A RAILROAD UNDERPASS, THEN TURN
 EE2254'LEFT AND GO 0.95 MILE TO A MOUNTAIN ROAD LEFT, TURN SHARP LEFT AND
 EE2254'GO 0.1 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.3
 EE2254'MILE TO THE STATION.
 EE2254'
 EE2254'STATION MARK IS APPROXIMATE 61 FEET NORTH OF STEEP DROP OFF TO THE
 EE2254'SOUTH, 51 FEET SOUTH OF A 12-INCH PINE TREE AND 2.5 FEET EAST OF A
 EE2254'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 EE2254'CONCRETE POST, WHICH PROJECTS 3-INCHES AND STAMPED WHITESIDE 1962.
 EE2254'
 EE2254'REFERENCE MARK NO. 1 IS 10 FEET NORTHWEST OF A 12-INCH PINE TREE WITH
 EE2254'A TRIANGLE BLAZE.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 EE2254'CONCRETE POST, WHICH PROJECTS 3-INCHES AND STAMPED WHITESIDE NO 1
 EE2254'1962.
 EE2254'
 EE2254'REFERENCE MARK NO. 2 IS 62 FEET NORTHEAST OF SOUTHWEST POINT OF RIDGE
 EE2254'AND 7 FEET NORTH OF A 4-INCH OAK TREE.  THE MARK IS A STANDARD DISK
 EE2254'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND STAMPED
 EE2254'WHITESIDE NO 2 1962.
 EE2254'
 EE2254'AZIMUTH MARK IS 18.8 FEET NORTHEAST OF SOUTHWEST EDGE OF EXPOSED
 EE2254'OUTCCOUTROPPING, 12.7 FEET SOUTHWEST OF NORTHEAST EDGE OF EXPOSED
 EE2254'OUTCROPPING AND 3.5 FEET NORTHWEST OF SOUTHEAST EDGE OF OUTCROPPING.
 EE2254'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EE2254'BEDROCK AND STAMPED WHITESIDE 1962.
 EE2254'
 EE2254'TO REACH THE AZIMUTH MARK FROM THE OFFSET CROSSROAD, GO NORTHWEST ON
 EE2254'STATE ROUTE 134 FOR 0.6 MILE TO A SIDE ROAD LEFT, JUST AFTER
 EE2254'CROSSING A BRIDGE, TURN LEFT, ON GRAVELED ROAD AND GO 0.7 MILE TO A
 EE2254'REVERSE Y, TURN RIGHT, AND GO 0.05 MILE TO THE MARK ON THE LEFT
 EE2254'ABOUT 50 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1879 ***********************************************************************
 FC1879  DESIGNATION -  WHITESIDE TSFS LOT SC 36
 FC1879  PID         -  FC1879
 FC1879  STATE/COUNTY-  TN/MARION
 FC1879  USGS QUAD   -  WAUHATCHIE (1976)
 FC1879
 FC1879                         *CURRENT SURVEY CONTROL
 FC1879  ___________________________________________________________________
 FC1879* NAD 83(1995)-  35 01 04.19864(N)    085 29 29.24673(W)     ADJUSTED  
 FC1879* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 FC1879  ___________________________________________________________________
 FC1879  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FC1879  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1879
 FC1879  HORZ ORDER  -  SECOND
 FC1879
 FC1879.The horizontal coordinates were established by classical geodetic methods
 FC1879.and adjusted by the National Geodetic Survey in April 1999..
 FC1879
 FC1879.The orthometric height was scaled from a topographic map.
 FC1879
 FC1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1879
 FC1879.The geoid height was determined by GEOID03.
 FC1879
 FC1879;                    North         East     Units Scale Factor Converg.
 FC1879;SPC TN       -    76,067.225   646,415.916   MT  1.00004908   +0 17 51.8
 FC1879;SPC TN       -   249,563.89  2,120,782.88   sFT  1.00004908   +0 17 51.8
 FC1879;UTM  16      - 3,876,060.522   637,632.610   MT  0.99983346   +0 51 56.8
 FC1879
 FC1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1879!SPC TN       -   0.99991292  x   1.00004908  =   0.99996199
 FC1879!UTM  16      -   0.99991292  x   0.99983346  =   0.99974639
 FC1879
 FC1879                          SUPERSEDED SURVEY CONTROL
 FC1879
 FC1879  NAD 83(1995)-  35 01 04.19868(N)    085 29 29.24674(W) AD(       ) 2
 FC1879  NAD 83(1995)-  35 01 04.19923(N)    085 29 29.24836(W) AD(       ) 2
 FC1879  NAD 83(1995)-  35 01 04.20018(N)    085 29 29.24598(W) AD(       ) 2
 FC1879  NAD 83(1986)-  35 01 04.20042(N)    085 29 29.24599(W) AD(       ) 2
 FC1879  NAD 27      -  35 01 03.92780(N)    085 29 29.38450(W) AD(       ) 2
 FC1879
 FC1879.Superseded values are not recommended for survey control.
 FC1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1879.See file dsdata.txt to determine how the superseded data were derived.
 FC1879
 FC1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3763376061(NAD 83)
 FC1879_MARKER: 57 = LOOKOUT TOWER
 FC1879
 FC1879  HISTORY     - Date     Condition        Report By
 FC1879  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1879
 FC1879                          STATION DESCRIPTION
 FC1879
 FC1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC1879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11, 41, 64
 FC1879'AND 72 IN THE COMMUNITY OF TIFTONIA JUST WEST OF GREATER
 FC1879'CHATTANOOGA, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 2.9 MILES TO THE
 FC1879'TENNESSEE-GEORGIA STATELINE. CONTINUE SOUTHWEST ON U.S.
 FC1879'HIGHWAY 11 FOR 0.75 MILE TO GEORGIA STATE ROUTE 299 ON THE RIGHT,
 FC1879'TURN RIGHT ON STATE ROUTE 299 AND GO WESTERLY FOR 3.4 MILES TO THE
 FC1879'GEORGIA-TENNESSEE STATE LINE AND THE BEGINNING OF TENNESSEE STATE
 FC1879'ROUTE 134. HERE CONTINUE WESTERLY ON STATE ROUTE 134 FOR 2.6 MILES TO
 FC1879'AN OFFSET CROSSROAD JUST SOUTH OF THE RAILROAD STATION IN THE SMALL
 FC1879'COMMUNTIY OF WHITESIDE AND A SIGN, CLOUSE BROS. GENERAL MDSE .
 FC1879'HERE TURN RIGHT AND GO NORTH THROUGH RAILROAD UNDERPASS FOR ABOUT
 FC1879'0.05 MILE TO A T-ROAD, TURN LEFT AND GO WEST ABOUT 0.05 MILE TO A
 FC1879'SIDE ROAD ON THE RIGHT AND A RAILROAD BLOCK SIGNAL ON THE LEFT,
 FC1879'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 1.9 MILES TO A FORK, KEEP
 FC1879'RIGHT AND GO 0.2 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 FC1879'AND GO 0.6 MILE TO THE STATION AND T.S.F.S. LOOKOUT TOWER SC 36 ON
 FC1879'THE LEFT.
 FC1879'
 FC1879'THE T.S.F.S. LOOKOUT TOWER SC 36 IS A 4-LEGGED WOODEN STRUCTURE, WITH
 FC1879'A GLASS ENCLOSED CAB AND THE OVER-ALL HEIGHT IS ABOUT 55 FEET. A
 FC1879'HORIZONTAL DIRECTION AND MEASUREMENT WAS OBTAINED FROM THE STATION.
 FC1879'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2470 ***********************************************************************
 FE2470  DESIGNATION -  WHITEVILLE
 FE2470  PID         -  FE2470
 FE2470  STATE/COUNTY-  TN/HARDEMAN
 FE2470  USGS QUAD   -  WHITEVILLE (1981)
 FE2470
 FE2470                         *CURRENT SURVEY CONTROL
 FE2470  ___________________________________________________________________
 FE2470* NAD 83(1995)-  35 20 09.61259(N)    089 09 08.11341(W)     ADJUSTED  
 FE2470* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 FE2470  ___________________________________________________________________
 FE2470  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FE2470  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE2470
 FE2470  HORZ ORDER  -  THIRD
 FE2470
 FE2470.The horizontal coordinates were established by classical geodetic methods
 FE2470.and adjusted by the National Geodetic Survey in April 1999..
 FE2470
 FE2470.The orthometric height was scaled from a topographic map.
 FE2470
 FE2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2470
 FE2470.The geoid height was determined by GEOID03.
 FE2470
 FE2470;                    North         East     Units Scale Factor Converg.
 FE2470;SPC TN       -   115,861.051   313,471.374   MT  0.99998594   -1 50 43.6
 FE2470;SPC TN       -   380,120.80  1,028,447.33   sFT  0.99998594   -1 50 43.6
 FE2470;UTM  16      - 3,912,431.050   304,394.139   MT  1.00007154   -1 14 42.7
 FE2470
 FE2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2470!SPC TN       -   0.99998036  x   0.99998594  =   0.99996630
 FE2470!UTM  16      -   0.99998036  x   1.00007154  =   1.00005189
 FE2470
 FE2470|---------------------------------------------------------------------|
 FE2470| PID    Reference Object                     Distance      Geod. Az  |
 FE2470|                                                           dddmmss.s |
 FE2470| FE2471 35 60 3                              20.442 METERS 12531     |
 FE2470| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 1.1 KM 1654552.9 |
 FE2470| CG5351 WHITEVILLE AZ MK                                   1754529.3 |
 FE2470| CG5352 WHITEVILLE RM 1                      28.427 METERS 33749     |
 FE2470|---------------------------------------------------------------------|
 FE2470
 FE2470                          SUPERSEDED SURVEY CONTROL
 FE2470
 FE2470  NAD 83(1995)-  35 20 09.61784(N)    089 09 08.11529(W) AD(       ) 3
 FE2470  NAD 83(1995)-  35 20 09.61869(N)    089 09 08.11560(W) AD(       ) 3
 FE2470  NAD 83(1986)-  35 20 09.62449(N)    089 09 08.11378(W) AD(       ) 3
 FE2470  NAD 27      -  35 20 09.32910(N)    089 09 07.88010(W) AD(       ) 3
 FE2470
 FE2470.Superseded values are not recommended for survey control.
 FE2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2470.See file dsdata.txt to determine how the superseded data were derived.
 FE2470
 FE2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0439412431(NAD 83)
 FE2470_MARKER: DS = TRIANGULATION STATION DISK
 FE2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2470
 FE2470  HISTORY     - Date     Condition        Report By
 FE2470  HISTORY     - 1958     MONUMENTED       CGS
 FE2470
 FE2470                          STATION DESCRIPTION
 FE2470
 FE2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2470'THE STATION IS ABOUT 0.6 MILE NORTH OF THE CENTER OF WHITEVILLE AND
 FE2470'ON PROPERTY OWNED BY MR. WALTER SIMMONS.  IT IS 37 FEET SOUTH OF
 FE2470'THE CENTERLINE OF A DRIVEWAY, 26 FEET EAST OF A WHITE WITNESS POST,
 FE2470'27 FEET EAST OF A FENCE, 87 FEET SOUTH OF THE SOUTHEAST CORNER
 FE2470'OF A FRAME HOUSE AND 78 FEET WEST OF THE CENTERLINE OF A PAVED ROAD.
 FE2470'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WHITEVILLE 1958.
 FE2470'
 FE2470'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO NORTH,
 FE2470'ON THE PAVED ROAD AT THE EAST SIDE OF THE DEPOT, FOR 0.45 MILE TO
 FE2470'THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE ROAD.  CONTINUE
 FE2470'NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST, SIDE OF THE
 FE2470'ROAD.
 FE2470'
 FE2470'REFERENCE MARK 1 IS 1 FOOT EAST OF A FENCE, 21 FEET WEST OF THE
 FE2470'SOUTHWEST CORNER OF A FRAME HOUSE AND 85 FEET NORTH OF A WHITE
 FE2470'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2470'WHITEVILLE NO 1 1958.
 FE2470'
 FE2470'35-60-3 TNDG IS 24 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 2
 FE2470'FEET NORTHEAST OF A POWERLINE POLE AND 4
 FE2470'FEET EAST OF A FENCE CORNER.  IT IS A BRONZE DISK SET IN THE TOP OF A
 FE2470'PRECASTE CONCRETE POST PROJECTING 3 INCHES AND STAMPED 35 60 3.
 FE2470'
 FE2470'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 3
 FE2470'FEET NORTH OF A WHITE WITNESS POST AND 13 FEET NORTHEAST OF A
 FE2470'POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2470'WHITEVILLE 1958.
 FE2470'
 FE2470'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2469 ***********************************************************************
 FE2469  DESIGNATION -  WHITEVILLE MUNICIPAL TANK
 FE2469  PID         -  FE2469
 FE2469  STATE/COUNTY-  TN/HARDEMAN
 FE2469  USGS QUAD   -  WHITEVILLE (1981)
 FE2469
 FE2469                         *CURRENT SURVEY CONTROL
 FE2469  ___________________________________________________________________
 FE2469* NAD 83(1995)-  35 19 35.41759(N)    089 08 57.52800(W)     ADJUSTED  
 FE2469* NAVD 88     -                                                        
 FE2469  ___________________________________________________________________
 FE2469  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FE2469  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE2469
 FE2469  HORZ ORDER  -  THIRD
 FE2469
 FE2469.The horizontal coordinates were established by classical geodetic methods
 FE2469.and adjusted by the National Geodetic Survey in April 1999..
 FE2469
 FE2469
 FE2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2469
 FE2469.The geoid height was determined by GEOID03.
 FE2469
 FE2469;                    North         East     Units Scale Factor Converg.
 FE2469;SPC TN       -   114,799.167   313,704.648   MT  0.99998738   -1 50 37.4
 FE2469;SPC TN       -   376,636.93  1,029,212.67   sFT  0.99998738   -1 50 37.4
 FE2469;UTM  16      - 3,911,371.579   304,638.547   MT  1.00007037   -1 14 35.5
 FE2469
 FE2469                          SUPERSEDED SURVEY CONTROL
 FE2469
 FE2469  NAD 83(1995)-  35 19 35.42278(N)    089 08 57.52975(W) AD(       ) 4
 FE2469  NAD 83(1995)-  35 19 35.42373(N)    089 08 57.53007(W) AD(       ) 4
 FE2469  NAD 83(1986)-  35 19 35.42951(N)    089 08 57.52829(W) AD(       ) 4
 FE2469  NAD 27      -  35 19 35.13300(N)    089 08 57.29500(W) AD(       ) 3
 FE2469
 FE2469.Superseded values are not recommended for survey control.
 FE2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2469.See file dsdata.txt to determine how the superseded data were derived.
 FE2469
 FE2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0463911372(NAD 83)
 FE2469_MARKER: 53 = ELEVATED TANK
 FE2469
 FE2469  HISTORY     - Date     Condition        Report By
 FE2469  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2469
 FE2469                          STATION DESCRIPTION
 FE2469
 FE2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2469'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 FE2469'LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 64 IN THE CENTRAL
 FE2469'SECTION OF WHITEVILLE. IT IS A STEEL TANK SUPPORTED BY A FOUR LEGGED
 FE2469'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME WHITEVILLE,
 FE2469'TENN. PAINTED ON THE EAST AND WEST SIDES IN BLACK LETTERS. THE
 FE2469'OVER-ALL HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1810 ***********************************************************************
 FC1810  DESIGNATION -  WILD
 FC1810  PID         -  FC1810
 FC1810  STATE/COUNTY-  TN/ROANE
 FC1810  USGS QUAD   -  HARRIMAN (1980)
 FC1810
 FC1810                         *CURRENT SURVEY CONTROL
 FC1810  ___________________________________________________________________
 FC1810* NAD 83(1995)-  35 55 31.10141(N)    084 33 52.10939(W)     ADJUSTED  
 FC1810* NAVD 88     -       320.8    (meters)    1052.     (feet)  VERTCON   
 FC1810  ___________________________________________________________________
 FC1810  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 FC1810  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC1810
 FC1810  HORZ ORDER  -  SECOND
 FC1810
 FC1810.The horizontal coordinates were established by classical geodetic methods
 FC1810.and adjusted by the National Geodetic Survey in April 1999..
 FC1810
 FC1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1810
 FC1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1810
 FC1810.The geoid height was determined by GEOID03.
 FC1810
 FC1810;                    North         East     Units Scale Factor Converg.
 FC1810;SPC TN       -   177,578.008   729,543.021   MT  0.99994966   +0 50 25.5
 FC1810;SPC TN       -   582,603.85  2,393,509.06   sFT  0.99994966   +0 50 25.5
 FC1810;UTM  16      - 3,978,404.984   719,735.694   MT  1.00019499   +1 25 46.4
 FC1810
 FC1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1810!SPC TN       -   0.99995438  x   0.99994966  =   0.99990404
 FC1810!UTM  16      -   0.99995438  x   1.00019499  =   1.00014936
 FC1810
 FC1810:                Primary Azimuth Mark                     Grid Az
 FC1810:SPC TN       -  HANNAH                                   041 36 11.3
 FC1810:UTM  16      -  HANNAH                                   041 00 50.4
 FC1810
 FC1810|---------------------------------------------------------------------|
 FC1810| PID    Reference Object                     Distance      Geod. Az  |
 FC1810|                                                           dddmmss.s |
 FC1810| FC0952 HANNAH                              APPROX. 5.7 KM 0422636.8 |
 FC1810| CZ4658 WILD RM 1                            15.126 METERS 10830     |
 FC1810| CZ4660 WILD RM 3                            14.123 METERS 16139     |
 FC1810| CZ4659 WILD RM 2                            15.798 METERS 23032     |
 FC1810| CZ4656 WILD AZ MK                                         2390322.4 |
 FC1810| CZ4657 WILD AZ MK 2                                       2392921.4 |
 FC1810|---------------------------------------------------------------------|
 FC1810
 FC1810                          SUPERSEDED SURVEY CONTROL
 FC1810
 FC1810  NAD 83(1995)-  35 55 31.10979(N)    084 33 52.10841(W) AD(       ) 2
 FC1810  NAD 83(1986)-  35 55 31.11481(N)    084 33 52.10695(W) AD(       ) 2
 FC1810  NAD 27      -  35 55 30.84385(N)    084 33 52.34094(W) AD(       ) 2
 FC1810  NGVD 29 (07/19/86)  320.9    (m)         1053.     (f) VERT ANG       
 FC1810
 FC1810.Superseded values are not recommended for survey control.
 FC1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1810.See file dsdata.txt to determine how the superseded data were derived.
 FC1810
 FC1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1973678405(NAD 83)
 FC1810_MARKER: DD = SURVEY DISK
 FC1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1810
 FC1810  HISTORY     - Date     Condition        Report By
 FC1810  HISTORY     - 1965     MONUMENTED       TNHD
 FC1810  HISTORY     - 1968     SEE DESCRIPTION  TVA
 FC1810  HISTORY     - 1971     GOOD             NGS
 FC1810  HISTORY     - 1972     GOOD             NGS
 FC1810
 FC1810                          STATION DESCRIPTION
 FC1810
 FC1810'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC1810'THE STATION IS LOCATED ABOUT 1 MILE WEST OF HARRIMAN.
 FC1810'
 FC1810'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO WESTERLY ON
 FC1810'STATE ROUTE 61 AND U.S. HIGHWAY 27 FOR 1.2 MILES TO A PAVED
 FC1810'ROAD ON THE RIGHT. TURN RIGHT, CROSSING A RAILROAD BRIDGE, AND
 FC1810'CONTINUE UPHILL FOR 0.3 MILE TO AN INTERSECTION. TURN RIGHT
 FC1810'ON A PAVED ROAD AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 FC1810'
 FC1810'THE STATION IS 67 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED
 FC1810'ROAD, 47 FEET NORTHWEST OF A POWER POLE AND 3.5 FEET
 FC1810'SOUTHWEST OF A METAL WITNESS POST WITH SIGN. THE SURFACE AND
 FC1810'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FC1810'DISKS AND THE DISKS ARE STAMPED WILD 1965. THE UNDERGROUND MARK IS
 FC1810'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET
 FC1810'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FC1810'
 FC1810'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1810'PAVED ROAD AND 41 FEET NORTHEAST OF A POWER POLE.  IT IS A STANDARD
 FC1810'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 FC1810'CONCRETE MONUMENT AND THE DISK IS STAMPED WILD-RM-1 1965.
 FC1810'
 FC1810'REFERENCE MARK NO. 2 IS 58 FEET WEST-NORTHWEST OF A POWER POLE AND 43
 FC1810'FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD. IT IS A
 FC1810'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE,
 FC1810'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WILD RM-2 1965.
 FC1810'
 FC1810'THE AZIMUTH MARK IS 31 FEET WEST OF A POWER POLE, 20 FEET SOUTH OF
 FC1810'THE APPROXIMATE CENTER OF A PAVED ROAD, 13 FEET NORTHWEST
 FC1810'OF A 6-INCH PINE TREE AND 1.8 FEET NORTH OF A METAL WITNESS POST WITH
 FC1810'SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FC1810'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1810'STAMPED WILD AZI 1965.
 FC1810'
 FC1810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON A PAVED
 FC1810'ROAD FOR 0.05 MILE TO AN INTERSECTION.  CONTINUE
 FC1810'STRAIGHT AHEAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FC1810'
 FC1810'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FC1810'
 FC1810'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FC1810
 FC1810                          STATION RECOVERY (1968)
 FC1810
 FC1810'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968 (GBS)
 FC1810'WILD-RM 1 NOT FOUND-MONUMENT FOUND OUT OF GROUND IN THIS AREA.
 FC1810'BELIEVE THIS IS RM 1-DESTROYED.
 FC1810'
 FC1810'DISTANCE AND DIRECTION FROM NEAREST TOWN-1.0 MI W OF HARRIMAN TENN.
 FC1810'
 FC1810'SEARCHED FOR OR RECOVERED BY- LITTLE AND STINER.
 FC1810
 FC1810                          STATION RECOVERY (1971)
 FC1810
 FC1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC1810'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FC1810'RECOVERED IN GOOD CONDITION. THE CONCRETE MONUMENT FOR REFERENCE
 FC1810'MARK NO. 1 WAS FOUND SOME DISTANCE FROM ITS ORIGINAL LOCATION AND HAD
 FC1810'PART OF THE TOP AND THE DISK MISSING.  THE CONCRETE MONUMENT WAS
 FC1810'SQUARED OFF AND RESET IN A NEW LOCATION AND CEMENTED AROUND, AFTER
 FC1810'WHICH A NEW DISK WILD 1965 NO 3 1971 WAS CEMENTED IN A DRILL HOLE IN
 FC1810'THE TOP. THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 FC1810'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS. IN CHECKING THE
 FC1810'ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 2 AS
 FC1810'OBSERVED THIS DATE AGAINST THE 1965 OBSERVED VALUE, A DISCREPANCY OF
 FC1810'PLUS 01 MIN 00.8 SEC WAS NOTED.  VERTICAL ANGLE OBSERVATIONS WERE
 FC1810'MADE UPON THE REFERENCE MARKS AND SLOPE DISTANCES MEASURED, AND WHEN
 FC1810'REDUCED TO THE HORIZONTAL, A DISCREPANCY OF MINUS 0.03 OF A FOOT
 FC1810'WAS NOTED FOR REFERENCE MARK NO. 2.
 FC1810'
 FC1810'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1810'
 FC1810'THE STATION IS LOCATED ALONG THE NORTH SIDE OF CAROL STREET, ON A
 FC1810'HIGH, HEAVILY TIMBERED HILL, ABOUT 1 MILE NORTH OF HARRIMAN.
 FC1810'
 FC1810'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO
 FC1810'SOUTHWESTERLY ON U. S. HIGHWAY 27 AND STATE ROUTES 61 AND 29
 FC1810'FOR 1.15 MILES TO A T ROAD RIGHT AND SIGN WEST HILLS. HERE TURN
 FC1810'RIGHT, PASSING OVER A RAILROAD TRACK, AND GO UPHILL IN A
 FC1810'GENERAL NORTHERLY DIRECTION FOR 0.25 OF A MILE TO CAROL STREET, HERE
 FC1810'TURN RIGHT ON CAROL STREET AND GO EASTERLY ABOUT 0.05 OF A
 FC1810'MILE TO THE STATION ON THE LEFT.
 FC1810'
 FC1810'THE STATION IS 82 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 FC1810'70 FEET NORTH OF THE APPROXIMATE CENTER OF CAROL STREET, 55
 FC1810'FEET NORTH OF A CONCRETE CURB, 47 FEET NORTH OF A POWERLINE
 FC1810'TRANSFORMER POLE, 13 FEET NORTH NORTHWEST OF A 12-INCH
 FC1810'BLACK OAK TREE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND
 FC1810'SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FC1810'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FC1810'DISK IS STAMPED WILD 1965.
 FC1810'
 FC1810'REFERENCE MARK NO. 2 IS 58 FEET WEST-NORTHWEST OF A POWERLINE
 FC1810'TRANSFORMER POLE, 45 FEET NORTH OF THE APPROXIMATE CENTER OF CAROL
 FC1810'STREET, 35 FEET EAST OF A 16-INCH WHITE OAK TREE, 29 FEET NORTH OF
 FC1810'THE CONCRETE CURB, AND ABOUT 3 FEET ABOVE THE STATION ELEVATION.
 FC1810'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 FC1810'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1810'STAMPED WILD RM-2 1965.
 FC1810'
 FC1810'REFERENCE MARK NO. 3 IS 85 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FC1810'CORNER OF THE BRICK HOUSE, 34 FEET SOUTH OF THE 12-INCH BLACK OAK
 FC1810'TREE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF CAROL STREET, 8 FEET
 FC1810'NORTH OF THE CONCRETE CURB, 1.5 FEET WEST OF THE POWERLINE
 FC1810'TRANSFORMER POLE, AND ABOUT 7 FEET ABOVE THE STATION ELEVATION. IT IS
 FC1810'A STANDARD DISK SET IN THE TOP OF A 13-INCH, ROUND, FLUSH,
 FC1810'CONCRETE MONUMENT AND THE DISK IS STAMPED WILD 1965 NO 3 1971.
 FC1810'
 FC1810'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FC1810'REFERENCE MARK NO. 3 IS 55.72 FEET-16.983 METERS.
 FC1810'
 FC1810'THE AZIMUTH MARK IS ABOUT 0.15 OF A MILE SOUTHWEST OF THE STATION, 55
 FC1810'FEET EAST-NORTHEAST OF A POWERLINE TRANSFORMER POLE,
 FC1810'31 FEET WEST-SOUTHWEST OF A GUYED UTILITY POLE, 22 FEET
 FC1810'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF CAROL
 FC1810'STREET, AND 1.3 FEET NORTH OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1810'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 FC1810'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC1810'WILD AZI 1965.
 FC1810'
 FC1810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY AND
 FC1810'SOUTHWESTERLY ON CAROL STREET FOR 0.15 OF A MILE TO THE MARK
 FC1810'ON THE LEFT.
 FC1810'
 FC1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1 MILE NORTH
 FC1810'OF HARRIMAN.
 FC1810
 FC1810                          STATION RECOVERY (1972)
 FC1810
 FC1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1810'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC1810'HOWEVER, DUE TO THE BUILDING OF A NEW DRIVEWAY INTO THE
 FC1810'PROPOSED HOME SITE OF MR. C.W. EVANS, JR. THE AZIMUTH MARK WOULD BE
 FC1810'DESTROYED. A NEW AZIMUTH MARK WILD 1965 1972 WAS
 FC1810'ESTABLISHED. THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES
 FC1810'OBSERVED BETWEEN THE 1965 AZIMUTH MARK AND ALL MARKS. THE
 FC1810'HORIZONTAL ANGLES OBSERVED THIS DATE CHECKED THE 1971 OBSERVATIONS
 FC1810'WITHIN THE REQUIRED LIMITS, AND IN CHECKING THE HORIZONTAL
 FC1810'DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS THE DISTANCES
 FC1810'CHECKED THE 1971 MEASUREMEMTS FLAT. AFTER ALL WORK WAS COMPLETED THE
 FC1810'1965 AZIMUTH MARK WAS DESTROYED AND THE DISK REMOVED.
 FC1810'
 FC1810'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1810'
 FC1810'THE STATION IS LOCATED ALONG THE NORTH SIDE OF CAROL STREET, ON A
 FC1810'HIGH, HEAVILY TIMBERED HILL, ABOUT 1.0 MILE NORTH OF
 FC1810'HARRIMAN.
 FC1810'
 FC1810'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO
 FC1810'SOUTHWESTERLY ON U. S. HIGHWAY 27 AND STATE ROUTES 61 AND 29
 FC1810'FOR 1.15 MILES TO A T ROAD RIGHT AND SIGN WEST HILLS. HERE TURN
 FC1810'RIGHT, PASSING OVER A RAILROAD TRACK, AND GO UPHILL IN A
 FC1810'GENERAL NORTHERLY DIRECTION FOR 0.25 OF A MILE TO CAROL STREET. HERE
 FC1810'TURN RIGHT ON CAROL STREET AND GO EASTERLY FOR ABOUT 0.05 OF A
 FC1810'MILE TO THE STATION ON THE LEFT.
 FC1810'
 FC1810'THE STATION IS 82 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 FC1810'70 FEET NORTH OF THE APPROXIMATE CENTER OF CAROL STREET 55
 FC1810'FEET NORTH OF A CONCRETE CURB, 47 FEET NORTH OF A POWERLINE
 FC1810'TRANSFORMER POLE, 13 FEET NORTH NORTHWEST OF A 12-INCH
 FC1810'BLACK OAK TREE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND
 FC1810'SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FC1810'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FC1810'DISK IS STAMPED WILD 1965.
 FC1810'
 FC1810'REFERENCE MARK NO. 2 IS 58 FEET WEST-SOUTHWEST OF A POWERLINE
 FC1810'TRANSFORMER POLE, 45 FEET NORTH OF THE APPROXIMATE CENTER OF CAROL
 FC1810'STREET, 35 FEET EAST OF A 16-INCH WHITE OAK TREE, 29 FEET NORTH OF
 FC1810'THE CONCRETE CURB, AND ABOUT 3 FEET ABOVE THE STATION ELEVATION.
 FC1810'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 FC1810'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1810'STAMPED WILD RM-2 1965.
 FC1810'
 FC1810'REFERENCE MARK NO. 3 IS 85 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FC1810'CORNER OF THE BRICK HOUSE, 34 FEET SOUTH OF THE 12-INCH BLACK OAK
 FC1810'TREE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF CAROL STREET, 8 FEET
 FC1810'NORTH OF THE CONCRETE CURB, 1.5 FEET WEST OF THE POWERLINE
 FC1810'TRANSFORMER POLE, AND ABOUT 7 FEET ABOVE THE STATION ELEVATION. IT IS
 FC1810'A STANDARD DISK SET IN THE TOP OF A 13-INCH, ROUND, FLUSH, CONCRETE
 FC1810'MONUMENT AND THE DISK IS STAMPED WILD 1965 NO 3 1971.
 FC1810'
 FC1810'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FC1810'REFERENCE MARK NO. 3 IS 55.72 FEET-16.983 METERS.
 FC1810'
 FC1810'THE AZIMUTH MARK IS ABOUT 0.15 OF A MILE SOUTHWEST OF THE STATION, 30
 FC1810'FEET SOUTH AND ACROSS CAROL STREET FROM THE W.L. HAMILTON
 FC1810'MAILBOX. 15 FEET SOUTH OF THE APPROXIMATE CENTER OF CAROL STREET, 1.8
 FC1810'FEET NORTHWEST OF POWERLINE TRANSFORMER POLE NO. SBT, AND IN
 FC1810'FRONT OF THE NEW RESIDENCE OF C.W. EVANS, JR. IT IS A STANDARD DISK
 FC1810'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FC1810'PROJECTS 2 INCHES AND THE DISK IS STAMPED WILD 1965 1972.
 FC1810'
 FC1810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY AND
 FC1810'SOUTHWESTERLY ON CAROL STREET FOR 0.15 OF A MILE TO THE MARK
 FC1810'ON THE LEFT.
 FC1810'
 FC1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.0 MILE NORTH
 FC1810'OF HARRIMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2319 ***********************************************************************
 FE2319  DESIGNATION -  WILDE
 FE2319  PID         -  FE2319
 FE2319  STATE/COUNTY-  TN/MADISON
 FE2319  USGS QUAD   -  CLAYBROOK (1980)
 FE2319
 FE2319                         *CURRENT SURVEY CONTROL
 FE2319  ___________________________________________________________________
 FE2319* NAD 83(1995)-  35 40 03.08495(N)    088 37 56.59948(W)     ADJUSTED  
 FE2319* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 FE2319  ___________________________________________________________________
 FE2319  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FE2319  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2319
 FE2319  HORZ ORDER  -  SECOND
 FE2319
 FE2319.The horizontal coordinates were established by classical geodetic methods
 FE2319.and adjusted by the National Geodetic Survey in April 1999..
 FE2319
 FE2319.The orthometric height was scaled from a topographic map.
 FE2319
 FE2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2319
 FE2319.The geoid height was determined by GEOID03.
 FE2319
 FE2319;                    North         East     Units Scale Factor Converg.
 FE2319;SPC TN       -   151,232.057   361,701.914   MT  0.99995260   -1 32 28.0
 FE2319;SPC TN       -   496,167.17  1,186,683.70   sFT  0.99995260   -1 32 28.0
 FE2319;UTM  16      - 3,948,300.368   352,255.171   MT  0.99986899   -0 57 07.2
 FE2319
 FE2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2319!SPC TN       -   0.99997445  x   0.99995260  =   0.99992705
 FE2319!UTM  16      -   0.99997445  x   0.99986899  =   0.99984345
 FE2319
 FE2319|---------------------------------------------------------------------|
 FE2319| PID    Reference Object                     Distance      Geod. Az  |
 FE2319|                                                           dddmmss.s |
 FE2319| CG5359 WILDE RM 1                           32.839 METERS 12922     |
 FE2319| CG5358 WILDE AZ MK                                        2341711.3 |
 FE2319| CG5360 WILDE RM 2                           36.360 METERS 29730     |
 FE2319|---------------------------------------------------------------------|
 FE2319
 FE2319                          SUPERSEDED SURVEY CONTROL
 FE2319
 FE2319  NAD 83(1995)-  35 40 03.08931(N)    088 37 56.60543(W) AD(       ) 2
 FE2319  NAD 83(1986)-  35 40 03.09623(N)    088 37 56.60049(W) AD(       ) 2
 FE2319  NAD 27      -  35 40 02.84700(N)    088 37 56.40500(W) AD(       ) 2
 FE2319
 FE2319.Superseded values are not recommended for survey control.
 FE2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2319.See file dsdata.txt to determine how the superseded data were derived.
 FE2319
 FE2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5225548300(NAD 83)
 FE2319_MARKER: DS = TRIANGULATION STATION DISK
 FE2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2319
 FE2319  HISTORY     - Date     Condition        Report By
 FE2319  HISTORY     - 1934     MONUMENTED       CGS
 FE2319  HISTORY     - 1951     GOOD             CGS
 FE2319
 FE2319                          STATION DESCRIPTION
 FE2319
 FE2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2319'ABOUT 17 MILES NORTHEAST OF JACKSON, ON PROPERTY OF ALBERT WILDE.  TO
 FE2319'REACH FROM JUNCTION OF ROUTES 70 AND 20 (6 MILES NORTHEAST OF
 FE2319'JACKSON), GO 7.1 MILES ON ROUTE 20 TO T-ROAD RIGHT (5 MAIL BOXES ON
 FE2319'LEFT), TURN RIGHT ONTO MAIN DIRT ROAD AND GO 4.4 MILES (KEEPING TO
 FE2319'RIGHT AT ALL FORKS) TO TRIANGLE-BLAZED TREE ON LEFT AT ENTRANCE TO
 FE2319'DIM WOODS ROAD, TURN LEFT AND FOLLOW ROAD 0.15 MILE TO STATION
 FE2319'SITE.  STATION IS ABOUT 0.1 MILE EAST OF OLD MORRIS ROAD, ON SMALL
 FE2319'KNOLL, AND ON SOUTH EDGE OF CULTIVATED FIELD.  SURFACE AND
 FE2319'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2319'UPPER MARK PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 FE2319'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FE2319'CONCRETE. NO. 1 IS ON DOWN SLOPE OF HILL FROM STATION AND
 FE2319'107.74 FEET (SLOPE DISTANCE) FROM STATION S 51 DEG 37 MIN E.
 FE2319'NO. 2 IS AT WEST EDGE OF CULTIVATED FIELD AND 119.29 FEET
 FE2319'(SLOPE DISTANCE) FROM STATION N 69 DEG 29 MIN W.
 FE2319'AZIMUTH MARK IS ABOUT 75 YARDS SOUTHWEST OF FARMHOUSE AND GROUP OF
 FE2319'BARNS OF M.A. WHITWORTH, DIRECTLY ACROSS ROAD FROM PEACH
 FE2319'ORCHARD, ABOUT 18 FEET WEST OF CENTER LINE OF ROAD, 2 FEET EAST OF
 FE2319'WIRE FENCE, AND ABOUT 0.5 MILE FROM STATION S 54 DEG 17 MIN W.
 FE2319
 FE2319                          STATION RECOVERY (1951)
 FE2319
 FE2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2319'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 FE2319'CONDITION.  THE DESCRIPTION OF THE STATION IS ADEQUATE WITH THE
 FE2319'EXCEPTION OF THE TO REACH DESCRIPTION.
 FE2319'
 FE2319'A NEW TO REACH DESCRIPTION FOLLOWS-
 FE2319'
 FE2319'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON, GO EAST AND
 FE2319'NORTHEAST ON U.S. HIGHWAY NO. 70 FOR 6.15 MILES, TO JUNCTION OF
 FE2319'U.S. HIGHWAY NO. 70 AND STATE HIGHWAY NO. 20 KEEP THE RIGHT FORK AND
 FE2319'GO EASTERLY ON STATE HIGHWAY NO. 20 FOR 6.3 MILES TO A SIDE ROAD
 FE2319'RIGHT (LIBERTY-CLAYBROOK ROAD), ABOUT 100 YARDS PAST THE SUMMIT OF A
 FE2319'GRADE, TURN RIGHT AND GO SOUTH ON THE MAIN TRAVELED ROAD FOR 3.3
 FE2319'MILES TO A SIDE ROAD LEFT (JUST PAST A HOUSE AND A BARN ON LEFT),
 FE2319'TURN LEFT AND GO NORTHEAST ON (CRAWFORD SPRING RD.) FOR 0.2 MILE TO
 FE2319'AZIMUTH MARK ON THE LEFT (ACROSS ROAD FROM ORCHARD), CONTINUE ON
 FE2319'ROAD FOR 0.5 MILE TO A ROAD RIGHT AT A TRIANGULAR BLAZE ON A CEDAR
 FE2319'TREE ON THE RIGHT, TURN RIGHT AND GO EAST FOR ABOUT 65 YARDS,
 FE2319'TURN RIGHT AND GO SOUTH 50 YARDS TO EDGE OF FIELD, TURN LEFT AND GO
 FE2319'SOUTHEAST FOR ABOUT 100 YARDS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0003 ***********************************************************************
 FE0003  DESIGNATION -  WILDER
 FE0003  PID         -  FE0003
 FE0003  STATE/COUNTY-  TN/HENDERSON
 FE0003  USGS QUAD   -  YUMA (1986)
 FE0003
 FE0003                         *CURRENT SURVEY CONTROL
 FE0003  ___________________________________________________________________
 FE0003* NAD 83(1995)-  35 48 19.67678(N)    088 19 17.66770(W)     ADJUSTED  
 FE0003* NAVD 88     -       190.408  (meters)     624.70   (feet)  ADJUSTED  
 FE0003  ___________________________________________________________________
 FE0003  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 FE0003  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0003  DYNAMIC HT  -         190.240 (meters)     624.15  (feet)  COMP
 FE0003  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 FE0003
 FE0003  HORZ ORDER  -  SECOND
 FE0003  VERT ORDER  -  SECOND    CLASS 0
 FE0003
 FE0003.The horizontal coordinates were established by classical geodetic methods
 FE0003.and adjusted by the National Geodetic Survey in April 1999..
 FE0003
 FE0003.The orthometric height was determined by differential leveling
 FE0003.and adjusted by the National Geodetic Survey in June 1991..
 FE0003
 FE0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0003
 FE0003.The geoid height was determined by GEOID03.
 FE0003
 FE0003.The dynamic height is computed by dividing the NAVD 88
 FE0003.geopotential number by the normal gravity value computed on the
 FE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0003.degrees latitude (g = 980.6199 gals.).
 FE0003
 FE0003.The modeled gravity was interpolated from observed gravity values.
 FE0003
 FE0003;                    North         East     Units Scale Factor Converg.
 FE0003;SPC TN       -   165,820.109   390,195.896   MT  0.99994853   -1 21 32.9
 FE0003;SPC TN       -   544,028.14  1,280,167.70   sFT  0.99994853   -1 21 32.9
 FE0003;UTM  16      - 3,963,177.846   380,594.432   MT  0.99977569   -0 46 23.7
 FE0003
 FE0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0003!SPC TN       -   0.99997455  x   0.99994853  =   0.99992308
 FE0003!UTM  16      -   0.99997455  x   0.99977569  =   0.99975024
 FE0003
 FE0003:                Primary Azimuth Mark                     Grid Az
 FE0003:SPC TN       -  SANDY                                    076 29 36.4
 FE0003:UTM  16      -  SANDY                                    075 54 27.2
 FE0003
 FE0003|---------------------------------------------------------------------|
 FE0003| PID    Reference Object                     Distance      Geod. Az  |
 FE0003|                                                           dddmmss.s |
 FE0003| FE0007 SANDY                               APPROX. 2.0 KM 0750803.5 |
 FE0003| FE0005 WILDER RM 1                          30.160 METERS 09356     |
 FE0003| FE0006 WILDER AZ MK                                       0952620.5 |
 FE0003| FE0004 WILDER RM 2                          26.885 METERS 22040     |
 FE0003|---------------------------------------------------------------------|
 FE0003
 FE0003                          SUPERSEDED SURVEY CONTROL
 FE0003
 FE0003  NAD 83(1995)-  35 48 19.67926(N)    088 19 17.67428(W) AD(       ) 2
 FE0003  NAD 83(1986)-  35 48 19.68714(N)    088 19 17.66867(W) AD(       ) 2
 FE0003  NAD 27      -  35 48 19.45220(N)    088 19 17.50340(W) AD(       ) 2
 FE0003  NGVD 29 (??/??/??)  190.428  (m)          624.76   (f) ADJUSTED    2 0
 FE0003
 FE0003.Superseded values are not recommended for survey control.
 FE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0003.See file dsdata.txt to determine how the superseded data were derived.
 FE0003
 FE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8059463178(NAD 83)
 FE0003_MARKER: DE = TRAVERSE STATION DISK
 FE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0003_STAMPING: WILDER 1959
 FE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0003+STABILITY: SURFACE MOTION
 FE0003
 FE0003  HISTORY     - Date     Condition        Report By
 FE0003  HISTORY     - 1959     MONUMENTED       CGS
 FE0003  HISTORY     - 1959     GOOD             CGS
 FE0003  HISTORY     - 1975     MARK NOT FOUND   TVA
 FE0003  HISTORY     - 1975     GOOD             NGS
 FE0003
 FE0003                          STATION DESCRIPTION
 FE0003
 FE0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0003'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF CLARKSBURG, ABOUT
 FE0003'2.0 MILES NORTHEAST OF WILDERVILLE, 58 FEET SOUTH OF THE
 FE0003'CENTER OF THE GRAVELED ROAD, 36 FEET NORTHWEST OF A TRIANGLE BLAZED
 FE0003'OAK TREE AND 3 FEET EAST OF A WITNESS SIGN. THE MARK IS A STANDARD
 FE0003'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FE0003'SURFACE OF THE GROUND AND IS STAMPED WILDER 1959.
 FE0003'
 FE0003'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0003'BELOW THE SURFACE OF THE GROUND AND IS STAMPED WILDER 1959.
 FE0003'
 FE0003'TO REACH THE STATION FROM THE POST OFFICE IN WILDERVILLE, GO EAST ON
 FE0003'THE MAIN ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT AND SIGN
 FE0003'NATCHEZ TRACE STATE FOREST, TURN LEFT AND GO NORTHEAST FOR 1.95 MILES
 FE0003'TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO
 FE0003'THE TOP OF HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 FE0003'
 FE0003'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FE0003'ROAD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE0003'IS STAMPED WILDER NO 1 1959.
 FE0003'
 FE0003'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION. THE MARK
 FE0003'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED WILDER
 FE0003'NO 2 1959.
 FE0003'
 FE0003'AZIMUTH MARK IS 51 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2
 FE0003'FEET NORTH OF A WITNESS SIGN AND 1 FOOT WEST OF A WIRE FENCE.
 FE0003'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE0003'WILDER 1959.
 FE0003'
 FE0003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 FE0003'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FE0003'
 FE0003'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
 FE0003
 FE0003                          STATION RECOVERY (1959)
 FE0003
 FE0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0003'5.9 MI SE FROM YUMA.
 FE0003'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0003'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0003'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A T
 FE0003'JUNCTION, THENCE 0.5 MILE EAST TO THE STATION ON TOP OF A HILL,
 FE0003'58 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD, 36 FT. NORTHWEST OF
 FE0003'A TRIANGLE BLAZED OAK TREE, 3 FT. EAST OF A WITNESS SIGN, A DISK
 FE0003'SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE GROUND.
 FE0003
 FE0003                          STATION RECOVERY (1975)
 FE0003
 FE0003'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975 (KKB)
 FE0003'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0003'
 FE0003'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WILDER 1959.
 FE0003'
 FE0003'ORIG DESC IS GOOD.
 FE0003'
 FE0003'WILDER RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0003'
 FE0003'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WILDER NO. 1 1959.
 FE0003'
 FE0003'ADD--
 FE0003'46.5 N 35 E OF 18 INCH RED OAK.
 FE0003'4.6 S 35 W OF FENCE POST.
 FE0003'
 FE0003'WILDER RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0003'
 FE0003'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WILDER NO. 2
 FE0003'1959.
 FE0003'
 FE0003'ADD--
 FE0003'50.6 S 10 W OF 18 INCH WHITE OAK.
 FE0003'14.4 S 65 W OF 16 INCH POST OAK.
 FE0003'
 FE0003'WILDER AZ MK-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0003'
 FE0003'FALLS ON INSIDE OF RIGHT-OF-WAY FENCE.
 FE0003'BANK CUT DOWN.
 FE0003'
 FE0003'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NE WILDERSVILLE.
 FE0003
 FE0003                          STATION RECOVERY (1975)
 FE0003
 FE0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE0003'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 FE0003'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED BY
 FE0003'GRADING.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 FE0003'
 FE0003'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND 5 FEET
 FE0003'EAST OF A 6 INCH POPLAR TREE.
 FE0003'
 FE0003'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 46 FEET
 FE0003'NORTHEAST OF AN 18 INCH RED OAK TREE AND 5 FEET SOUTH OF A
 FE0003'FENCE.
 FE0003'
 FE0003'REFERENCE MARK 2 IS 50 FEET SOUTHWEST OF AN 18 INCH WHITE OAK TREE,
 FE0003'14 FEET SOUTHWEST OF A 16 INCH POST OAK TREE AND 1 FOOT NORTH OF A
 FE0003'METAL WITNESS POST.
 FE0003'
 FE0003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FE0003'NORTHEAST OF WILDERSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0006 ***********************************************************************
 FE0006  DESIGNATION -  WILDER AZ MK
 FE0006  PID         -  FE0006
 FE0006  STATE/COUNTY-  TN/HENDERSON
 FE0006  USGS QUAD   -  YUMA (1986)
 FE0006
 FE0006                         *CURRENT SURVEY CONTROL
 FE0006  ___________________________________________________________________
 FE0006* NAD 83(1986)-  35 48 19.     (N)    088 19 11.     (W)     SCALED    
 FE0006* NAVD 88     -       184.322  (meters)     604.73   (feet)  ADJUSTED  
 FE0006  ___________________________________________________________________
 FE0006  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0006  DYNAMIC HT  -         184.160 (meters)     604.20  (feet)  COMP
 FE0006  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FE0006
 FE0006  VERT ORDER  -  SECOND    CLASS 0
 FE0006
 FE0006.The horizontal coordinates were scaled from a topographic map and have
 FE0006.an estimated accuracy of +/- 6 seconds.
 FE0006
 FE0006.The orthometric height was determined by differential leveling
 FE0006.and adjusted by the National Geodetic Survey in June 1991..
 FE0006
 FE0006.The geoid height was determined by GEOID03.
 FE0006
 FE0006.The dynamic height is computed by dividing the NAVD 88
 FE0006.geopotential number by the normal gravity value computed on the
 FE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0006.degrees latitude (g = 980.6199 gals.).
 FE0006
 FE0006.The modeled gravity was interpolated from observed gravity values.
 FE0006
 FE0006;                    North         East    Units  Estimated Accuracy
 FE0006;SPC TN       -   165,800.      390,360.      MT  (+/- 180 meters Scaled)
 FE0006
 FE0006                          SUPERSEDED SURVEY CONTROL
 FE0006
 FE0006  NGVD 29 (??/??/??)  184.342  (m)          604.80   (f) ADJUSTED    2 0
 FE0006
 FE0006.Superseded values are not recommended for survey control.
 FE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0006.See file dsdata.txt to determine how the superseded data were derived.
 FE0006
 FE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE807631(NAD 83)
 FE0006_MARKER: DZ = AZIMUTH MARK DISK
 FE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0006_STAMPING: WILDER 1959
 FE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0006+STABILITY: SURFACE MOTION
 FE0006
 FE0006  HISTORY     - Date     Condition        Report By
 FE0006  HISTORY     - 1959     MONUMENTED       CGS
 FE0006  HISTORY     - 1975     MARK NOT FOUND   NGS
 FE0006
 FE0006                          STATION DESCRIPTION
 FE0006
 FE0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0006'6 MI SE FROM YUMA.
 FE0006'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0006'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0006'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A T
 FE0006'JUNCTION, THENCE 0.6 MILE EAST ON A GRAVELED ROAD TO THE AZIMUTH
 FE0006'MARK, 51 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2 FT.
 FE0006'NORTH OF A WITNESS SIGN, AND 1 FT. WEST OF A WIRE FENCE, A DISK
 FE0006'SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF
 FE0006'THE GROUND.
 FE0006
 FE0006                          STATION RECOVERY (1975)
 FE0006
 FE0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0005 ***********************************************************************
 FE0005  DESIGNATION -  WILDER RM 1
 FE0005  PID         -  FE0005
 FE0005  STATE/COUNTY-  TN/HENDERSON
 FE0005  USGS QUAD   -  YUMA (1986)
 FE0005
 FE0005                         *CURRENT SURVEY CONTROL
 FE0005  ___________________________________________________________________
 FE0005* NAD 83(1986)-  35 48 19.     (N)    088 19 17.     (W)     SCALED    
 FE0005* NAVD 88     -       189.644  (meters)     622.19   (feet)  ADJUSTED  
 FE0005  ___________________________________________________________________
 FE0005  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0005  DYNAMIC HT  -         189.477 (meters)     621.64  (feet)  COMP
 FE0005  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 FE0005
 FE0005  VERT ORDER  -  SECOND    CLASS 0
 FE0005
 FE0005.The horizontal coordinates were scaled from a topographic map and have
 FE0005.an estimated accuracy of +/- 6 seconds.
 FE0005
 FE0005.The orthometric height was determined by differential leveling
 FE0005.and adjusted by the National Geodetic Survey in June 1991..
 FE0005
 FE0005.The geoid height was determined by GEOID03.
 FE0005
 FE0005.The dynamic height is computed by dividing the NAVD 88
 FE0005.geopotential number by the normal gravity value computed on the
 FE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0005.degrees latitude (g = 980.6199 gals.).
 FE0005
 FE0005.The modeled gravity was interpolated from observed gravity values.
 FE0005
 FE0005;                    North         East    Units  Estimated Accuracy
 FE0005;SPC TN       -   165,800.      390,210.      MT  (+/- 180 meters Scaled)
 FE0005
 FE0005                          SUPERSEDED SURVEY CONTROL
 FE0005
 FE0005  NGVD 29 (??/??/??)  189.664  (m)          622.26   (f) ADJUSTED    2 0
 FE0005
 FE0005.Superseded values are not recommended for survey control.
 FE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0005.See file dsdata.txt to determine how the superseded data were derived.
 FE0005
 FE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE806631(NAD 83)
 FE0005_MARKER: DR = REFERENCE MARK DISK
 FE0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0005_STAMPING: WILDER NO 1 1959
 FE0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0005+STABILITY: SURFACE MOTION
 FE0005
 FE0005  HISTORY     - Date     Condition        Report By
 FE0005  HISTORY     - 1959     MONUMENTED       CGS
 FE0005
 FE0005                          STATION DESCRIPTION
 FE0005
 FE0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0005'5.9 MI SE FROM YUMA.
 FE0005'THIS MARK IS LOCATED AT THE WILDER 1959 STATION SITE, 98.9 FT.
 FE0005'EAST OF THE STATION MARK, 24 FT. SOUTH OF THE CENTER OF A GRAVELED
 FE0005'ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FE0005'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0004 ***********************************************************************
 FE0004  DESIGNATION -  WILDER RM 2
 FE0004  PID         -  FE0004
 FE0004  STATE/COUNTY-  TN/HENDERSON
 FE0004  USGS QUAD   -  YUMA (1986)
 FE0004
 FE0004                         *CURRENT SURVEY CONTROL
 FE0004  ___________________________________________________________________
 FE0004* NAD 83(1986)-  35 48 19.     (N)    088 19 17.     (W)     SCALED    
 FE0004* NAVD 88     -       188.643  (meters)     618.91   (feet)  ADJUSTED  
 FE0004  ___________________________________________________________________
 FE0004  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0004  DYNAMIC HT  -         188.477 (meters)     618.36  (feet)  COMP
 FE0004  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 FE0004
 FE0004  VERT ORDER  -  SECOND    CLASS 0
 FE0004
 FE0004.The horizontal coordinates were scaled from a topographic map and have
 FE0004.an estimated accuracy of +/- 6 seconds.
 FE0004
 FE0004.The orthometric height was determined by differential leveling
 FE0004.and adjusted by the National Geodetic Survey in June 1991..
 FE0004
 FE0004.The geoid height was determined by GEOID03.
 FE0004
 FE0004.The dynamic height is computed by dividing the NAVD 88
 FE0004.geopotential number by the normal gravity value computed on the
 FE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0004.degrees latitude (g = 980.6199 gals.).
 FE0004
 FE0004.The modeled gravity was interpolated from observed gravity values.
 FE0004
 FE0004;                    North         East    Units  Estimated Accuracy
 FE0004;SPC TN       -   165,800.      390,210.      MT  (+/- 180 meters Scaled)
 FE0004
 FE0004                          SUPERSEDED SURVEY CONTROL
 FE0004
 FE0004  NGVD 29 (??/??/??)  188.663  (m)          618.97   (f) ADJUSTED    2 0
 FE0004
 FE0004.Superseded values are not recommended for survey control.
 FE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0004.See file dsdata.txt to determine how the superseded data were derived.
 FE0004
 FE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE806631(NAD 83)
 FE0004_MARKER: DR = REFERENCE MARK DISK
 FE0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0004_STAMPING: WILDER NO 2 1959
 FE0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0004+STABILITY: SURFACE MOTION
 FE0004
 FE0004  HISTORY     - Date     Condition        Report By
 FE0004  HISTORY     - 1959     MONUMENTED       CGS
 FE0004
 FE0004                          STATION DESCRIPTION
 FE0004
 FE0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0004'5.9 MI SE FROM YUMA.
 FE0004'THIS MARK IS LOCATED AT THE WILDER 1959 STATION SITE, 88.2 FT.
 FE0004'SOUTH-SOUTHWEST OF THE STATION MARK, A DISK SET IN TOP OF
 FE0004'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2097 ***********************************************************************
 GC2097  DESIGNATION -  WILL
 GC2097  PID         -  GC2097
 GC2097  STATE/COUNTY-  TN/SUMNER
 GC2097  USGS QUAD   -  TURNERS STATION (1979)
 GC2097
 GC2097                         *CURRENT SURVEY CONTROL
 GC2097  ___________________________________________________________________
 GC2097* NAD 83(1995)-  36 31 08.24556(N)    086 16 18.07000(W)     ADJUSTED  
 GC2097* NAVD 88     -       277.3    (meters)     910.     (feet)  VERTCON   
 GC2097  ___________________________________________________________________
 GC2097  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GC2097  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2097
 GC2097  HORZ ORDER  -  SECOND
 GC2097
 GC2097.The horizontal coordinates were established by classical geodetic methods
 GC2097.and adjusted by the National Geodetic Survey in April 1999..
 GC2097
 GC2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2097
 GC2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2097
 GC2097.The geoid height was determined by GEOID03.
 GC2097
 GC2097;                    North         East     Units Scale Factor Converg.
 GC2097;SPC TN       -   242,533.493   575,664.828   MT  1.00001974   -0 09 32.6
 GC2097;SPC TN       -   795,711.97  1,888,660.36   sFT  1.00001974   -0 09 32.6
 GC2097;UTM  16      - 4,041,757.524   565,208.957   MT  0.99965239   +0 26 00.3
 GC2097
 GC2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2097!SPC TN       -   0.99996110  x   1.00001974  =   0.99998084
 GC2097!UTM  16      -   0.99996110  x   0.99965239  =   0.99961351
 GC2097
 GC2097|---------------------------------------------------------------------|
 GC2097| PID    Reference Object                     Distance      Geod. Az  |
 GC2097|                                                           dddmmss.s |
 GC2097| CG7817 WILL RM 1                            13.854 METERS 03838     |
 GC2097| GC2098 WILL AZ MK                          APPROX. 1.6 KM 0724145.4 |
 GC2097| CG7818 WILL RM 2                            12.369 METERS 12950     |
 GC2097|---------------------------------------------------------------------|
 GC2097
 GC2097                          SUPERSEDED SURVEY CONTROL
 GC2097
 GC2097  NAD 83(1995)-  36 31 08.24611(N)    086 16 18.07070(W) AD(       ) 2
 GC2097  NAD 83(1995)-  36 31 08.25396(N)    086 16 18.07340(W) AD(       ) 2
 GC2097  NAD 83(1986)-  36 31 08.25542(N)    086 16 18.07349(W) AD(       ) 2
 GC2097  NAD 27      -  36 31 08.09960(N)    086 16 18.11150(W) AD(       ) 2
 GC2097  NGVD 29 (07/19/86)  277.4    (m)          910.     (f) VERT ANG       
 GC2097
 GC2097.Superseded values are not recommended for survey control.
 GC2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2097.See file dsdata.txt to determine how the superseded data were derived.
 GC2097
 GC2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6520941758(NAD 83)
 GC2097_MARKER: DD = SURVEY DISK
 GC2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2097
 GC2097  HISTORY     - Date     Condition        Report By
 GC2097  HISTORY     - 1961     MONUMENTED       TNHD
 GC2097
 GC2097                          STATION DESCRIPTION
 GC2097
 GC2097'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2097'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF BRANSFORD.
 GC2097'
 GC2097'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2097'ROUTE 10-A AT BRANSFORD, GO NORTHWEST ON STATE ROUTE 6 FOR 1.3 MILES
 GC2097'TO A DRIVEWAY LEFT, TURN LEFT AND GO WEST AND NORTHWESTERLY FOR 0.05
 GC2097'MILE TO A GATE. TO REACH THE STATION FROM THIS POINT, PACK WEST FOR
 GC2097'ABOUT 0.2 MILE, THENCE NORTH FOR 0.2 MILE, THENCE NORTHEAST ALONG THE
 GC2097'CREST OF THE HILL FOR ABOUT 0.3 MILE TO THE STATION AS DESCRIBED.
 GC2097'
 GC2097'THE STATION IS 47 FEET SOUTHWEST OF A 24-INCH OAK TREE AND 1.6 FEET
 GC2097'SOUTHEAST OF A WITNESS POST. THE SURFACE AND UNDERGROUND
 GC2097'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED WILL
 GC2097'1961. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GC2097'THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2097'MONUMENT.
 GC2097'
 GC2097'REFERENCE MARK NO. 1 IS 4 FEET SOUTHWEST OF A 24-INCH OAK TREE. THE
 GC2097'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2097'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED WILL RM-1
 GC2097'1961.
 GC2097'
 GC2097'REFERENCE MARK NO. 2 IS 50 FEET SOUTHEAST OF A 24-INCH OAK TREE. THE
 GC2097'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2097'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 GC2097'WILL RM-2 1961.
 GC2097'
 GC2097'THE AZIMUTH MARK IS 12 FEET SOUTHWEST OF A FENCE CORNER POST, 1.8
 GC2097'FEET SOUTH OF A WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE. THE
 GC2097'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2097'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED WILL
 GC2097'AZI 1961.
 GC2097'
 GC2097'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 6 AND
 GC2097'STATE ROUTE 10-A AT BRANSFORD, GO NORTH ON STATE ROUTE 6 FOR 1.9
 GC2097'MILES TO A GRAVELED ROAD RIGHT, TURN RIGHT, EAST, PASSING UNDER A
 GC2097'RAILROAD TRESTLE, AND GO 0.9 MILE TO A GRAVELED ROAD LEFT, TURN
 GC2097'LEFT, NORTH, AND GO 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2097'
 GC2097'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2098 ***********************************************************************
 GC2098  DESIGNATION -  WILL AZ MK
 GC2098  PID         -  GC2098
 GC2098  STATE/COUNTY-  TN/SUMNER
 GC2098  USGS QUAD   -  TURNERS STATION (1979)
 GC2098
 GC2098                         *CURRENT SURVEY CONTROL
 GC2098  ___________________________________________________________________
 GC2098* NAD 83(1995)-  36 31 23.34063(N)    086 15 18.02137(W)     ADJUSTED  
 GC2098* NAVD 88     -       188.0    (meters)     617.     (feet)  VERTCON   
 GC2098  ___________________________________________________________________
 GC2098  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GC2098  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2098
 GC2098  HORZ ORDER  -  SECOND
 GC2098
 GC2098.The horizontal coordinates were established by classical geodetic methods
 GC2098.and adjusted by the National Geodetic Survey in April 1999..
 GC2098
 GC2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2098
 GC2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2098
 GC2098.The geoid height was determined by GEOID03.
 GC2098
 GC2098;                    North         East     Units Scale Factor Converg.
 GC2098;SPC TN       -   242,994.780   577,160.095   MT  1.00002062   -0 08 57.4
 GC2098;SPC TN       -   797,225.37  1,893,566.08   sFT  1.00002062   -0 08 57.4
 GC2098;UTM  16      - 4,042,234.077   566,698.827   MT  0.99965481   +0 26 36.2
 GC2098
 GC2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2098!SPC TN       -   0.99997512  x   1.00002062  =   0.99999574
 GC2098!UTM  16      -   0.99997512  x   0.99965481  =   0.99962994
 GC2098
 GC2098                          SUPERSEDED SURVEY CONTROL
 GC2098
 GC2098  NAD 83(1995)-  36 31 23.34112(N)    086 15 18.02204(W) AD(       ) 2
 GC2098  NAD 83(1995)-  36 31 23.34908(N)    086 15 18.02468(W) AD(       ) 2
 GC2098  NAD 83(1986)-  36 31 23.35056(N)    086 15 18.02478(W) AD(       ) 2
 GC2098  NAD 27      -  36 31 23.19510(N)    086 15 18.06460(W) AD(       ) 2
 GC2098  NGVD 29 (07/19/86)  188.1    (m)          617.     (f) VERT ANG       
 GC2098
 GC2098.Superseded values are not recommended for survey control.
 GC2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2098.See file dsdata.txt to determine how the superseded data were derived.
 GC2098
 GC2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6669942234(NAD 83)
 GC2098_MARKER: DD = SURVEY DISK
 GC2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2098_STAMPING: WILL AZI 1961
 GC2098_MARK LOGO: TNHD  
 GC2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2098+STABILITY: SURFACE MOTION
 GC2098
 GC2098  HISTORY     - Date     Condition        Report By
 GC2098  HISTORY     - 1961     MONUMENTED       TNHD
 GC2098
 GC2098                          STATION DESCRIPTION
 GC2098
 GC2098'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC2098'SEE STATION WILL TNHD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2617 ***********************************************************************
 FE2617  DESIGNATION -  WILLIAMS
 FE2617  PID         -  FE2617
 FE2617  STATE/COUNTY-  TN/DYER
 FE2617  USGS QUAD   -  CHIC (1983)
 FE2617
 FE2617                         *CURRENT SURVEY CONTROL
 FE2617  ___________________________________________________________________
 FE2617* NAD 83(1995)-  35 58 34.44819(N)    089 41 11.51083(W)     ADJUSTED  
 FE2617* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FE2617  ___________________________________________________________________
 FE2617  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2617  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2617
 FE2617  HORZ ORDER  -  SECOND
 FE2617
 FE2617.The horizontal coordinates were established by classical geodetic methods
 FE2617.and adjusted by the National Geodetic Survey in April 1999..
 FE2617
 FE2617.The orthometric height was scaled from a topographic map.
 FE2617
 FE2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2617
 FE2617.The geoid height was determined by GEOID03.
 FE2617
 FE2617;                    North         East     Units Scale Factor Converg.
 FE2617;SPC TN       -   188,539.862   267,603.849   MT  0.99995147   -2 09 29.7
 FE2617;SPC TN       -   618,567.86    877,963.63   sFT  0.99995147   -2 09 29.7
 FE2617;SPC AR N     -   184,719.840   608,625.786   MT  0.99995927   +1 20 46.3
 FE2617;SPC AR N     -   606,035.01  1,996,799.77   sFT  0.99995927   +1 20 46.3
 FE2617;SPC MO E     -    16,160.938   323,363.263   MT  0.99999963   +0 28 40.4
 FE2617;UTM  16      - 3,984,650.169   257,769.010   MT  1.00032306   -1 34 44.3
 FE2617
 FE2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2617!SPC TN       -   0.99999185  x   0.99995147  =   0.99994332
 FE2617!SPC AR N     -   0.99999185  x   0.99995927  =   0.99995112
 FE2617!SPC MO E     -   0.99999185  x   0.99999963  =   0.99999148
 FE2617!UTM  16      -   0.99999185  x   1.00032306  =   1.00031490
 FE2617
 FE2617:                Primary Azimuth Mark                     Grid Az
 FE2617:SPC TN       -  WILLIAMS AZ MK                           105 38 35.4
 FE2617:SPC AR N     -  WILLIAMS AZ MK                           102 08 19.4
 FE2617:SPC MO E     -  WILLIAMS AZ MK                           103 00 25.3
 FE2617:UTM  16      -  WILLIAMS AZ MK                           105 03 50.0
 FE2617
 FE2617|---------------------------------------------------------------------|
 FE2617| PID    Reference Object                     Distance      Geod. Az  |
 FE2617|                                                           dddmmss.s |
 FE2617| CG5366 WILLIAMS AZ MK                                     1032905.7 |
 FE2617| FE2613 252 40                               30.374 METERS 26935     |
 FE2617| CG5367 WILLIAMS RM 1                        25.928 METERS 35301     |
 FE2617|---------------------------------------------------------------------|
 FE2617
 FE2617                          SUPERSEDED SURVEY CONTROL
 FE2617
 FE2617  NAD 83(1995)-  35 58 34.45026(N)    089 41 11.51013(W) AD(       ) 2
 FE2617  NAD 83(1986)-  35 58 34.45935(N)    089 41 11.51183(W) AD(       ) 2
 FE2617  NAD 27      -  35 58 34.19720(N)    089 41 11.22330(W) AD(       ) 2
 FE2617
 FE2617.Superseded values are not recommended for survey control.
 FE2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2617.See file dsdata.txt to determine how the superseded data were derived.
 FE2617
 FE2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5776984650(NAD 83)
 FE2617_MARKER: DS = TRIANGULATION STATION DISK
 FE2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2617
 FE2617  HISTORY     - Date     Condition        Report By
 FE2617  HISTORY     - 1959     MONUMENTED       CGS
 FE2617
 FE2617                          STATION DESCRIPTION
 FE2617
 FE2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2617'THE STATION IS ABOUT 0.2 MILE EAST OF THE EAST BANK OF THE
 FE2617'MISSISSIPPI RIVER, ABOUT 12 MILES SOUTHWEST OF THE SMALL TOWN OF
 FE2617'FINLEY, ON THE PROPERTY OF MR. R.J. HILL AND THE STATION MARK IS SET
 FE2617'IN THE TOP OF A NORTH-SOUTH LEVEE. IT IS 467 FEET NORTH OF A
 FE2617'BARN, 120 FEET WEST OF A WIRE FENCE, 95 FEET EAST OF A WIRE FENCE AND
 FE2617'2 FEET NORTHWEST OF A WHITE WITNESS POST. THE MONUMENT IS
 FE2617'FLUSH AND THE DISK IS STAMPED WILLIAMS 1959.
 FE2617'
 FE2617'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST EDGE OF THE
 FE2617'SMALL TOWN OF FINLEY ON STATE HIGHWAY 20, GO WEST ON HIGHWAY 20 FOR
 FE2617'1.2 MILES TO A CROSSROAD AT BIG BOY JUNCTION. TURN LEFT AND GO SOUTH
 FE2617'ON A CONCRETE ROAD FOR 7.0 MILES TO A SIDE ROAD LEFT JUST BEFORE
 FE2617'REACHING A SMALL CONCRETE BRIDGE, AT THIS POINT THE ROAD IS GOING
 FE2617'WEST. CONTINUE AHEAD, WEST ON THE CONCRETE ROAD, CROSSING THE
 FE2617'CONCRETE BRIDGE AND GO 2.5 MILES TO AN IRON BRIDGE. CROSS THE BRIDGE
 FE2617'AND CONTINUE WEST FOR 2.4 MILES TO A T-ROAD AT WILLIAMS
 FE2617'STORE. TURN LEFT AND GO SOUTH ON A CONCRETE SLAB ROAD FOR 1.8 MILES
 FE2617'TO A SIDE ROAD RIGHT AT A 36 INCH POPLAR TREE*. TURN RIGHT AND GO
 FE2617'WEST FOR A SHORT 0.05 MILE TO A FENCE CORNER AND A GAP IN THE FENCE.
 FE2617'PASS THROUGH THE FENCE AND GO SOUTH ALONG THE EAST SIDE OF A LEVEE
 FE2617'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FE2617'
 FE2617'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE CONCRETE
 FE2617'SLAB ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST
 FE2617'ON A GRAVELED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2617'
 FE2617'REFERENCE MARK 1 IS 116 FEET WEST OF THE WIRE FENCE, 91 FEET EAST OF
 FE2617'THE WIRE FENCE AND 87 FEET NORTH OF A WHITE WITNESS POST. THE
 FE2617'MONUMENT IS SET IN THE TOP OF THE LEVEE. THE MONUMENT PROJECTS 4
 FE2617'INCHES AND THE DISK IS STAMPED WILLIAMS NO 1 1959.
 FE2617'
 FE2617'B.M. 252-40 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2617'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 8 INCHES AND
 FE2617'THE DISK IS STAMPED B M 252-40. IT IS 100 FEET WEST OF THE LEVEE AND
 FE2617'5 FEET WEST OF THE WIRE FENCE.
 FE2617'
 FE2617'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 FE2617'ROAD, 9 FEET WEST OF A 24 INCH TREE AND 2 FEET WEST OF A WHITE
 FE2617'WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2617'WILLIAMS 1959.
 FE2617'
 FE2617'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1444 ***********************************************************************
 FD1444  DESIGNATION -  WILLIAMS
 FD1444  PID         -  FD1444
 FD1444  STATE/COUNTY-  TN/FRANKLIN
 FD1444  USGS QUAD   -  PITCHER RIDGE (1982)
 FD1444
 FD1444                         *CURRENT SURVEY CONTROL
 FD1444  ___________________________________________________________________
 FD1444* NAD 83(1995)-  35 06 59.10470(N)    086 01 52.51038(W)     ADJUSTED  
 FD1444* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 FD1444  ___________________________________________________________________
 FD1444  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1444  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1444
 FD1444  HORZ ORDER  -  SECOND
 FD1444
 FD1444.The horizontal coordinates were established by classical geodetic methods
 FD1444.and adjusted by the National Geodetic Survey in April 1999..
 FD1444
 FD1444.The orthometric height was scaled from a topographic map.
 FD1444
 FD1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1444
 FD1444.The geoid height was determined by GEOID03.
 FD1444
 FD1444;                    North         East     Units Scale Factor Converg.
 FD1444;SPC TN       -    86,884.695   597,150.953   MT  1.00002626   -0 01 05.9
 FD1444;SPC TN       -   285,054.20  1,959,152.75   sFT  1.00002626   -0 01 05.9
 FD1444;UTM  16      - 3,886,382.811   588,275.826   MT  0.99969604   +0 33 26.3
 FD1444
 FD1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1444!SPC TN       -   0.99991645  x   1.00002626  =   0.99994271
 FD1444!UTM  16      -   0.99991645  x   0.99969604  =   0.99961251
 FD1444
 FD1444:                Primary Azimuth Mark                     Grid Az
 FD1444:SPC TN       -  WILLIAMS AZ MK                           015 53 54.7
 FD1444:UTM  16      -  WILLIAMS AZ MK                           015 19 22.5
 FD1444
 FD1444|---------------------------------------------------------------------|
 FD1444| PID    Reference Object                     Distance      Geod. Az  |
 FD1444|                                                           dddmmss.s |
 FD1444| CG7821 WILLIAMS AZ MK                                     0155248.8 |
 FD1444| FD1443 TT 19 W                              41.243 METERS 02804     |
 FD1444| FC1907 SEWANEE MUNICIPAL TANK              APPROX.14.3 KM 0455610.0 |
 FD1444| CG7822 WILLIAMS RM 1                        23.439 METERS 05822     |
 FD1444| CG7823 WILLIAMS RM 2                        31.187 METERS 14757     |
 FD1444|---------------------------------------------------------------------|
 FD1444
 FD1444                          SUPERSEDED SURVEY CONTROL
 FD1444
 FD1444  NAD 83(1995)-  35 06 59.10763(N)    086 01 52.51015(W) AD(       ) 2
 FD1444  NAD 83(1995)-  35 06 59.10866(N)    086 01 52.51043(W) AD(       ) 2
 FD1444  NAD 83(1995)-  35 06 59.11191(N)    086 01 52.51141(W) AD(       ) 2
 FD1444  NAD 83(1986)-  35 06 59.11381(N)    086 01 52.51086(W) AD(       ) 2
 FD1444  NAD 27      -  35 06 58.80700(N)    086 01 52.57100(W) AD(       ) 2
 FD1444
 FD1444.Superseded values are not recommended for survey control.
 FD1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1444.See file dsdata.txt to determine how the superseded data were derived.
 FD1444
 FD1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8827686383(NAD 83)
 FD1444_MARKER: DS = TRIANGULATION STATION DISK
 FD1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1444
 FD1444  HISTORY     - Date     Condition        Report By
 FD1444  HISTORY     - 1934     MONUMENTED       CGS
 FD1444
 FD1444                          STATION DESCRIPTION
 FD1444
 FD1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1444'ABOUT 3.5 MILES SOUTH-SOUTHWEST OF COWAN, NEAR NORTHEAST END OF
 FD1444'MOUNTAIN ABOUT 6.5
 FD1444'MILES SOUTHEAST OF WINCHESTER, 35 FEET SOUTHWEST
 FD1444'OF CENTER OF ROAD AT SOUTH END OF
 FD1444'HORSESHOE CURVE, AND ON PROPERTY OF
 FD1444'PROCTER PYLES.  TO REACH FROM RAILROAD STATION IN
 FD1444'COWAN, FOLLOW U S
 FD1444'ROUTE 64 WEST 0.4 MILE, TURN LEFT ONTO STONE ROAD AT CITY WATER TANK
 FD1444'ON RIGHT AND GO
 FD1444'0.8 MILE, FOLLOW RIGHT FORK 0.4 MILE, KEEP RIGHT FORK
 FD1444'AT CABIN ON RIGHT AND GO 0.8 MILE,
 FD1444'TURN ONTO ROUGH DIRT ROAD TO LEFT
 FD1444'AT MAIL BOX ON LEFT WITH NAME SULLIVAN ON IT AND GO
 FD1444'2.6 MILES (0.4
 FD1444'MILE PAST SPRING ON LEFT) TO TOP OF GRADE AND STATION SITE 35 FEET
 FD1444'SOUTHWEST OF ROAD
 FD1444'AND 23.7 FEET WEST OF 3-INCH OAK WITH TRIANGULAR
 FD1444'BLAZE ON RIGHT SIDE OF ROAD.
 FD1444'SURFACE AND UNDERGROUND MARKS ARE
 FD1444'STANDARD STATION DISKS IN CONCRETE.
 FD1444'REFERENCE MARK
 FD1444'NO 1 IS STANDARD REFERENCE DISK IN FLAT BOULDER, 76.9
 FD1444'FEET FROM STATION
 FD1444'N 58 DEG 22 MIN E.  REFERENCE MARK NO 2 IS
 FD1444'STANDARD REFERENCE DISK IN
 FD1444'CONCRETE, 25 FEET EAST OF CENTER
 FD1444'OF ROAD AND 102.32 FEET FROM STATION S 32 DEG 03 MIN E.
 FD1444'AZIMUTH MARK IS STANDARD REFERENCE DISK IN LARGE BOULDER, ON
 FD1444'NORTH SIDE OF LARGE GULLEY, 25 YARDS SOUTH OF TOP OF RIDGE, ABOUT
 FD1444'150 YARDS
 FD1444'NORTH-NORTHEAST OF 24-INCH BLAZED OAK ON EAST SIDE OF ROAD,
 FD1444'AND 0.2 MILE FROM STATION
 FD1444'N 15 DEG 53 MIN E.  TRANSIT
 FD1444'TRAVERSE STATION NO 19W 1926 (U S G S) (SEE
 FD1444'DESCRIPTION THEREOF) IS IN
 FD1444'LARGE MASS OF FLAT-TOPPED BOULDERS, ABOUT 30 YARDS
 FD1444'NORTH-NORTHEAST OF
 FD1444'CENTER OF ROAD AT HORSESHOE CURVE, AND 135.31 FEET FROM STATION
 FD1444'N 28 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2373 ***********************************************************************
 GB2373  DESIGNATION -  WILLIAMS
 GB2373  PID         -  GB2373
 GB2373  STATE/COUNTY-  TN/CLAY
 GB2373  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2373
 GB2373                         *CURRENT SURVEY CONTROL
 GB2373  ___________________________________________________________________
 GB2373* NAD 83(1995)-  36 36 56.43119(N)    085 25 24.64256(W)     ADJUSTED  
 GB2373* NAVD 88     -       405.6    (meters)    1331.     (feet)  VERTCON   
 GB2373  ___________________________________________________________________
 GB2373  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GB2373  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB2373
 GB2373  HORZ ORDER  -  SECOND
 GB2373
 GB2373.The horizontal coordinates were established by classical geodetic methods
 GB2373.and adjusted by the National Geodetic Survey in April 1999..
 GB2373
 GB2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2373
 GB2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2373
 GB2373.The geoid height was determined by GEOID03.
 GB2373
 GB2373;                    North         East     Units Scale Factor Converg.
 GB2373;SPC TN       -   253,384.714   651,573.116   MT  1.00004135   +0 20 15.0
 GB2373;SPC TN       -   831,313.02  2,137,702.80   sFT  1.00004135   +0 20 15.0
 GB2373;SPC KY1Z     - 1,031,388.309 1,529,211.033   MT  1.00014467   +0 12 01.6
 GB2373;SPC KY1Z     - 3,383,813.14  5,017,086.53   sFT  1.00014467   +0 12 01.6
 GB2373;SPC KY S     -   531,383.163   529,207.494   MT  1.00002344   +0 11 52.8
 GB2373;SPC KY S     - 1,743,379.59  1,736,241.59   sFT  1.00002344   +0 11 52.8
 GB2373;UTM  16      - 4,053,396.336   640,977.706   MT  0.99984486   +0 56 25.6
 GB2373
 GB2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2373!SPC TN       -   0.99994115  x   1.00004135  =   0.99998250
 GB2373!SPC KY1Z     -   0.99994115  x   1.00014467  =   1.00008581
 GB2373!SPC KY S     -   0.99994115  x   1.00002344  =   0.99996459
 GB2373!UTM  16      -   0.99994115  x   0.99984486  =   0.99978602
 GB2373
 GB2373|---------------------------------------------------------------------|
 GB2373| PID    Reference Object                     Distance      Geod. Az  |
 GB2373|                                                           dddmmss.s |
 GB2373| CG7826 WILLIAMS RM 1                        12.372 METERS 00457     |
 GB2373| CG7827 WILLIAMS RM 2                        14.903 METERS 26007     |
 GB2373| CG7825 WILLIAMS AZ MK RESET                               3190343.3 |
 GB2373|---------------------------------------------------------------------|
 GB2373
 GB2373                          SUPERSEDED SURVEY CONTROL
 GB2373
 GB2373  NAD 83(1995)-  36 36 56.43150(N)    085 25 24.64282(W) AD(       ) 2
 GB2373  NAD 83(1995)-  36 36 56.44147(N)    085 25 24.64771(W) AD(       ) 2
 GB2373  NAD 83(1986)-  36 36 56.44202(N)    085 25 24.64764(W) AD(       ) 2
 GB2373  NAD 27      -  36 36 56.21800(N)    085 25 24.77100(W) AD(       ) 2
 GB2373  NGVD 29 (07/19/86)  405.7    (m)         1331.     (f) VERT ANG       
 GB2373
 GB2373.Superseded values are not recommended for survey control.
 GB2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2373.See file dsdata.txt to determine how the superseded data were derived.
 GB2373
 GB2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4097853396(NAD 83)
 GB2373_MARKER: DS = TRIANGULATION STATION DISK
 GB2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2373
 GB2373  HISTORY     - Date     Condition        Report By
 GB2373  HISTORY     - 1938     MONUMENTED       CGS
 GB2373  HISTORY     - 1939     GOOD             CGS
 GB2373  HISTORY     - 1950     GOOD             CGS
 GB2373  HISTORY     - 1966     GOOD             TNHD
 GB2373
 GB2373                          STATION DESCRIPTION
 GB2373
 GB2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 GB2373'ABOUT 7-1/4 MILES NORTH-NORTHEAST OF CELINA, AND 4 MILES AIRLINE
 GB2373'SOUTHEAST OF MARTINSBURG, AND 1/4 MILE SOUTH OF THE
 GB2373'TENNESSEE-KENTUCKY STATE LINE, ON THE HIGHEST PART OF A HIGH KNOB
 GB2373'LOCALLY KNOWN AS THE JOE WILLIAMS KNOB, ABOUT 75 YARDS
 GB2373'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CLEARED FIELD ON TOP OF
 GB2373'THE MOUNTAIN, 8 FEET NORTH-NORTHWEST OF A 15-INCH HICKORY WITH A
 GB2373'SQUARE BLAZE, AND 12 METERS SOUTHWEST OF A LARGE WHITE-OAK STUMP IN
 GB2373'AN OPEN SPACE.  A TRAIL LEADS FROM THE SOUTHEAST CORNER OF THE FIELD
 GB2373'OUT TO THE STUMP.
 GB2373'
 GB2373'TO REACH FROM THE COURTHOUSE IN BURKESVILLE, GO SOUTH ON HIGHWAY NO.
 GB2373'90 FOR 1.2 MILES TO WHERE HIGHWAY NO. 90 FORKS TO LEFT, KEEP
 GB2373'STRAIGHT AHEAD AND GO 2.2 MILES TO NEELYS FERRY, CROSS FERRY AND GO
 GB2373'3.2 MILES TO T-ROAD LEFT, KEEP STRAIGHT AHEAD AND GO 0.75 MILE TO
 GB2373'T-ROAD RIGHT OPPOSITE KETTLE POST OFFICE, TURN RIGHT ON T-ROAD AND GO
 GB2373'ON GRADED RIDGE ROAD 2.6 MILES TO A T-INTERSECTION AT DITTRELL, TURN
 GB2373'LEFT AND GO 0.1 MILE TO FORKS, KEEP LEFT AND GO 2.1 MILES TO FORKS,
 GB2373'TAKE RIGHT FORK AND GO 0.95 MILE TO SPEARS SCHOOL, KEEP STRAIGHT
 GB2373'AHEAD AND GO 4.35 MILES TO CROSSROADS AT THOMPSONS STORE, TURN
 GB2373'RIGHT AND GO 0.8 MILE TO A WAGON ROAD TO RIGHT, (NOTCHED SAPLING AND
 GB2373'CEDAR TREES HAVE BEEN DESTROYED), TURN RIGHT ON WAGON ROAD
 GB2373'AND GO ABOUT 100 YARDS TO TRAIL FORKS, TAKE RIGHT FORK UP HILL AND
 GB2373'FOLLOW OLD WAGON ROAD ABOUT 0.4 MILE TO STATION SITE.
 GB2373'
 GB2373'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2373'SET IN CONCRETE.
 GB2373'
 GB2373'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION IN AN OPEN SPACE
 GB2373'IN THE WOODS.  REFERENCE MARK NO. 2 IS WEST OF THE STATION AND
 GB2373'THREE FEET NORTH OF A 10-INCH DEAD LOCUST.  REFERENCE MARK NO. 3 IS
 GB2373'ABOUT 1/2 MILE WEST-SOUTHWEST OF STATION ON THE DIVIDING LINE BETWEEN
 GB2373'DAN WEBBS AND JOHN WATSONS PROPERTY.  A SMALL HOUSE SITS AT THE TOP
 GB2373'OF THE HILL ON THE WEST SIDE OF THE ROAD, WITH A SIDE ROAD
 GB2373'RUNNING SOUTH OF THE HOUSE.  THE MARK IS ABOUT 50 METERS WEST OF THE
 GB2373'MAIN ROAD, 5 METERS SOUTH OF SIDE ROAD, AND 1 METER EAST OF THE
 GB2373'CORNER OF A RAIL FENCE AROUND AN OLD PASTURE FIELD.  THE MARK IS A
 GB2373'STANDARD AZIMUTH DISK SET IN THE TOP OF A SQUARE CONCRETE POST 6
 GB2373'INCHES HIGH, STAMPED WILLIAMS NO. 3 1938.  (STEEL CAN NOT BE HAULED
 GB2373'TO THE STATION ON TRUCKS).  A 90-FOOT TOWER WAS REQUIRED.
 GB2373
 GB2373                          STATION RECOVERY (1939)
 GB2373
 GB2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 GB2373'THE STATION WAS RECOVERED AS DESCRIBED, WITH THE EXCEPTION OF THE
 GB2373'DIRECTION OF THE STATION FROM THE CLEARED FIELD.  IT IS
 GB2373'NORTHEAST OF THE NORTHWEST CORNER OF THE FIELD INSTEAD OF SOUTHEAST
 GB2373'OF THE SOUTHEAST CORNER AS STATED IN THE ORIGINAL DESCRIPTION.
 GB2373'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GB2373'
 GB2373'THE AZIMUTH MARK HAS BEEN DESTROYED.  NO NEW MARK WAS SET AS IT WAS
 GB2373'NOT VISIBLE FROM THE GROUND EVEN WITH CONSIDERABLE CLEARING.  THE
 GB2373'DISTANCES TO THE REFERENCE MARKS CHECKED.
 GB2373'
 GB2373'THIS STATION WAS MARKED IN 1938 BUT WAS NOT OCCUPIED BY AN OBSERVING
 GB2373'PARTY.
 GB2373
 GB2373                          STATION RECOVERY (1950)
 GB2373
 GB2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2373'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GB2373'CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK (R.M. NO.
 GB2373'3) WHICH WAS NOT RECOVERED BY THIS PARTY.  THE DISTANCES TO THE
 GB2373'REFERENCE MARKS DID NOT CHECK.  DIRECTION TO REFERENCE MARK NO. 1
 GB2373'DID NOT CHECK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GB2373'
 GB2373'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CELINA AND ABOUT 0.25
 GB2373'MILE SOUTH OF THE KENTUCKY-TENNESSEE STATE LINE, ON THE HIGHEST
 GB2373'POINT OF A WOODED HILL NEAR A LIMESTONE QUARRY AND IS ON PROPERTY OF
 GB2373'THE JOHN WATSON ESTATE.  IT IS 27 FEET SOUTHWEST OF A 20 INCH OAK
 GB2373'TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE, 10 FEET SOUTH OF A
 GB2373'10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 9 FEET
 GB2373'NORTHWEST OF A 20 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GB2373'SOUTHWEST SIDE AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 GB2373'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED WILLIAMS 1938.
 GB2373'
 GB2373'REFERENCE MARK NO. 1 IS 40.59 FEET NORTH OF THE STATION.  IT IS 22
 GB2373'FEET NORTHWEST OF A 20 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GB2373'SOUTHWEST SIDE AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK
 GB2373'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED WILLIAMS NO 1
 GB2373'1938.
 GB2373'
 GB2373'REFERENCE MARK NO. 2 IS 48.89 FEET WEST OF THE STATION.  IT IS 40
 GB2373'FEET NORTH OF A 30 INCH OAK TREE AND 20 FEET SOUTHEAST OF A
 GB2373'FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GB2373'WILLIAMS NO 2 1938.
 GB2373'
 GB2373'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION.  IT IS
 GB2373'75 FEET EAST OF A Y INTERSECTION OF GRAVEL ROADS, 3 FEET EAST OF THE
 GB2373'SOUTH CORNER OF THE ASHLOCK CHRISTIAN CHURCH AND A WHITE WITNESS
 GB2373'POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 GB2373'WILLIAMS 1938 RESET 1949.
 GB2373'
 GB2373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 53 IN
 GB2373'CELINA, GO NORTHEAST ON HIGHWAY 53 FOR 9.2 MILES TO A FORK, WHERE
 GB2373'HIGHWAY 53 TURNS RIGHT, KEEP LEFT AND CONTINUE ON GRAVEL ROAD FOR 0.6
 GB2373'MILE TO A 3-WAY FORK (*), CONTINUE UP HILL ON GRAVEL ROAD FOR
 GB2373'0.35 MILE TO A T ROAD SHARP LEFT, JUST BEFORE REACHING A GRAVEL
 GB2373'LOADING TIPPLE, TURN SHARP LEFT ON GRAVEL DRIVE FOR ABOUT 0.05 MILE,
 GB2373'TURN RIGHT ON GRAVEL DRIVE BETWEEN QUARRY AND TIPPLE AND GO NORTHEAST
 GB2373'FOR ABOUT 0.05 MILE TO THE END OF THE DRIVEWAY, THIS IS THE END OF
 GB2373'TRUCK TRAVEL, FROM HERE PACK IN A NORTHEASTERLY DIRECTION FOR
 GB2373'ABOUT 100 YARDS TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 GB2373'
 GB2373'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO WEST AND NORTH FOR
 GB2373'0.7 MILE TO A FORK IN THE ROAD AND AZIMUTH MARK ON THE RIGHT AT THE
 GB2373'CORNER OF THE CHURCH AS DESCRIBED.
 GB2373'
 GB2373'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2373
 GB2373                          STATION RECOVERY (1966)
 GB2373
 GB2373'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2373'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A SLIGHT
 GB2373'DISCREPANCY WAS NOTED IN THE DISTANCE TO REFERENCE MARK NO.
 GB2373'2.  THE 1950 DESCRIPTION IS ADEQUATE.
 GB2373'
 GB2373'A TRAVERSE CONNECTION WAS MADE TO KENTUCKY-TENNESSEE BOUNDARY
 GB2373'MONUMENT NO. 45 AND U.S.C. AND G.S. BENCH MARK C 204 1951.
 GB2373'
 GB2373'THE BOUNDARY MONUMENT IS AT THE KENTUCKY-TENNESSEE LINE, 15 FEET EAST
 GB2373'OF THE APPROXIMATE CENTER OF TENNESSEE STATE ROUTE 53, AND 12
 GB2373'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  THE
 GB2373'MARK IS AN 8-INCH, SQUARE, STONE MONUMENT THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2334 ***********************************************************************
 GC2334  DESIGNATION -  WILLIAMS 2
 GC2334  PID         -  GC2334
 GC2334  STATE/COUNTY-  TN/ROBERTSON
 GC2334  USGS QUAD   -  GREENBRIER (1981)
 GC2334
 GC2334                         *CURRENT SURVEY CONTROL
 GC2334  ___________________________________________________________________
 GC2334* NAD 83(1995)-  36 29 26.71781(N)    086 52 01.37473(W)     ADJUSTED  
 GC2334* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 GC2334  ___________________________________________________________________
 GC2334  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GC2334  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2334
 GC2334  HORZ ORDER  -  SECOND
 GC2334
 GC2334.The horizontal coordinates were established by classical geodetic methods
 GC2334.and adjusted by the National Geodetic Survey in April 1999..
 GC2334.No horizontal observational check was made to the station.
 GC2334
 GC2334.The orthometric height was scaled from a topographic map.
 GC2334
 GC2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2334
 GC2334.The geoid height was determined by GEOID03.
 GC2334
 GC2334;                    North         East     Units Scale Factor Converg.
 GC2334;SPC TN       -   239,714.255   522,310.864   MT  1.00001398   -0 30 27.4
 GC2334;SPC TN       -   786,462.52  1,713,614.89   sFT  1.00001398   -0 30 27.4
 GC2334;UTM  16      - 4,038,390.802   511,907.922   MT  0.99960175   +0 04 44.6
 GC2334
 GC2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2334!SPC TN       -   0.99996683  x   1.00001398  =   0.99998081
 GC2334!UTM  16      -   0.99996683  x   0.99960175  =   0.99956860
 GC2334
 GC2334|---------------------------------------------------------------------|
 GC2334| PID    Reference Object                     Distance      Geod. Az  |
 GC2334|                                                           dddmmss.s |
 GC2334| CG7828 WILLIAMS 2 RM 3                       7.240 METERS 05326     |
 GC2334| GC2335 WILLIAMS RM 1                        51.628 METERS 23320     |
 GC2334| GC2336 WILLIAMS 3                           31.596 METERS 26148     |
 GC2334| GC2333 WILLIAMS                              6.315 METERS 32438     |
 GC2334|---------------------------------------------------------------------|
 GC2334
 GC2334                          SUPERSEDED SURVEY CONTROL
 GC2334
 GC2334  NAD 83(1995)-  36 29 26.71852(N)    086 52 01.37652(W) AD(       ) 2
 GC2334  NAD 83(1995)-  36 29 26.72119(N)    086 52 01.37920(W) AD(       ) 2
 GC2334  NAD 83(1986)-  36 29 26.72658(N)    086 52 01.37868(W) AD(       ) 2
 GC2334  NAD 27      -  36 29 26.56498(N)    086 52 01.38628(W) AD(       ) 2
 GC2334
 GC2334.Superseded values are not recommended for survey control.
 GC2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2334.See file dsdata.txt to determine how the superseded data were derived.
 GC2334
 GC2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1190838391(NAD 83)
 GC2334_MARKER: DS = TRIANGULATION STATION DISK
 GC2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2334_STAMPING: WILLIAMS 2 1976
 GC2334_MARK LOGO: NGS   
 GC2334
 GC2334  HISTORY     - Date     Condition        Report By
 GC2334  HISTORY     - 1976     MONUMENTED       NGS
 GC2334
 GC2334                          STATION DESCRIPTION
 GC2334
 GC2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GC2334'THE STATION IS LOCATED AT THE SOUTH EDGE OF SPRINGFIELD, ON PROPERTY
 GC2334'OWNED BY THE CITY, 48 FEET NORTHWEST OF A 16 INCH OAK TREE, 52 FEET
 GC2334'NORTH OF AN 10 INCH CEDAR TREE, 20 FEET NORTH OF A 12 INCH OAK
 GC2334'TREE, 1 FOOT NORTHWEST OF A FENCE LINE, 1 FOOT SOUTHWEST OF A METAL
 GC2334'WITNESS POST AND SHOULD BE JUST WITHIN THE FENCELINE
 GC2334'SURROUNDING THE NEW TANK.  THE MONUMENT PROJECTS 4 INCHES AND
 GC2334'THE DISK IS STAMPED WILLIAMS 2 1976.
 GC2334'
 GC2334'REFERENCE MARK 1 IS 16 FEET NORTH OF A 36 INCH OAK TREE, 29 FEET
 GC2334'NORTHWEST OF A FENCE, 40 FEET NORTHEAST OF THE CENTERLINE OF A FIELD
 GC2334'ROAD AND 77 FEET EAST OF POWER POLE NO. SDE 1978.  THE MONUMENT
 GC2334'PROJECTS 2 INCHES AND THE DISK IS STAMPED WILLIAMS NO 1 1930.
 GC2334'
 GC2334'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GC2334'MAGNETS, STAMPED WILLIAMS 2 NO 3 1976, PROJECTS 2 INCHES, 2 FEET
 GC2334'NORTHWEST OF FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 55
 GC2334'FEET NORTH OF A 16 INCH OAK TREE AND 65 FEET NORTHEAST OF THE 10
 GC2334'INCH CEDAR TREE.
 GC2334'
 GC2334'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE INTERSECTION OF
 GC2334'U.S. HIGHWAY 41 E AND HILLCREST DRIVE.
 GC2334'
 GC2334'NEAREST TOWN--SPRINGFIELD.
 GC2334'
 GC2334'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2336 ***********************************************************************
 GC2336  DESIGNATION -  WILLIAMS 3
 GC2336  PID         -  GC2336
 GC2336  STATE/COUNTY-  TN/ROBERTSON
 GC2336  USGS QUAD   -  GREENBRIER (1981)
 GC2336
 GC2336                         *CURRENT SURVEY CONTROL
 GC2336  ___________________________________________________________________
 GC2336* NAD 83(1995)-  36 29 26.57157(N)    086 52 02.63121(W)     ADJUSTED  
 GC2336* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 GC2336  ___________________________________________________________________
 GC2336  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GC2336  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2336
 GC2336  HORZ ORDER  -  THIRD
 GC2336
 GC2336.The horizontal coordinates were established by classical geodetic methods
 GC2336.and adjusted by the National Geodetic Survey in April 1999..
 GC2336.No horizontal observational check was made to the station.
 GC2336
 GC2336.The orthometric height was scaled from a topographic map.
 GC2336
 GC2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2336
 GC2336.The geoid height was determined by GEOID03.
 GC2336
 GC2336;                    North         East     Units Scale Factor Converg.
 GC2336;SPC TN       -   239,710.025   522,279.552   MT  1.00001397   -0 30 28.1
 GC2336;SPC TN       -   786,448.64  1,713,512.16   sFT  1.00001397   -0 30 28.1
 GC2336;UTM  16      - 4,038,386.253   511,876.668   MT  0.99960174   +0 04 43.9
 GC2336
 GC2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2336!SPC TN       -   0.99996683  x   1.00001397  =   0.99998080
 GC2336!UTM  16      -   0.99996683  x   0.99960174  =   0.99956859
 GC2336
 GC2336|---------------------------------------------------------------------|
 GC2336| PID    Reference Object                     Distance      Geod. Az  |
 GC2336|                                                           dddmmss.s |
 GC2336| GC2334 WILLIAMS 2                           31.596 METERS 08148     |
 GC2336| GC2335 WILLIAMS RM 1                        28.211 METERS 20103     |
 GC2336| CG7824 WILLIAMS 3 RM 4                       7.928 METERS 28238     |
 GC2336|---------------------------------------------------------------------|
 GC2336
 GC2336                          SUPERSEDED SURVEY CONTROL
 GC2336
 GC2336  NAD 83(1995)-  36 29 26.57228(N)    086 52 02.63300(W) AD(       ) 3
 GC2336  NAD 83(1995)-  36 29 26.57495(N)    086 52 02.63567(W) AD(       ) 3
 GC2336  NAD 83(1986)-  36 29 26.58046(N)    086 52 02.63522(W) AD(       ) 3
 GC2336  NAD 27      -  36 29 26.41801(N)    086 52 02.64337(W) AD(       ) 3
 GC2336
 GC2336.Superseded values are not recommended for survey control.
 GC2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2336.See file dsdata.txt to determine how the superseded data were derived.
 GC2336
 GC2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1187738386(NAD 83)
 GC2336_MARKER: DS = TRIANGULATION STATION DISK
 GC2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2336_STAMPING: WILLIAMS 3 1976
 GC2336_MARK LOGO: NGS   
 GC2336
 GC2336  HISTORY     - Date     Condition        Report By
 GC2336  HISTORY     - 1976     MONUMENTED       NGS
 GC2336
 GC2336                          STATION DESCRIPTION
 GC2336
 GC2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GC2336'THE STATION LOCATED AT THE SOUTH EDGE OF SPRINGFIELD, ON CITY
 GC2336'PROPERTY, 38 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 27
 GC2336'FEET SOUTHEAST OF A 16 INCH OAK TREE, 6 FEET EAST OF A 10 INCH OAK
 GC2336'TREE, 25 FEET NORTHEAST OF A 24 INCH OAK TREE, 17 FEET NORTHWEST OF A
 GC2336'16 INCH OAK TREE, ABOUT 90 FEET SOUTHWEST OF THE CENTER OF THE NEW
 GC2336'CITY WATER TANK, THE MONUMENT IS FLUSH AND THE DISK IS
 GC2336'STAMPED---WILLIAMS 3 1976---.
 GC2336'
 GC2336'REFERENCE MARK 1 IS 15 FEET NORTHWEST OF A 40 INCH OAK TREE, 39 FEET
 GC2336'NORTH OF THE CENTERLINE OF A DRIVEWAY, 76 FEET NORTHEAST OF A POWER
 GC2336'POLE AND 46 FEET EAST OF AN 8 INCH APPLE TREE.  THE MONUMENT PROJECTS
 GC2336'2 INCHES AND THE DISK IS STAMPED---WILLIAMS NO 1 1930---
 GC2336'
 GC2336'REFERENCE MARK 4 IS 13 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC2336'HOUSE, 13 FEET NORTHWEST OF A 24 INCH OAK TREE, 19 FEET WEST OF A 10
 GC2336'INCH OAK TREE, 20 FEET NORTHEAST OF SOUTHEAST CORNER OF THE
 GC2336'HOUSE.  THE MONUMENT IS A PRE-CAST ALUMINUM MONUMENT, FLUSH WITH THE
 GC2336'GROUND, WITH MAGNETS AND STAMPED---WILLIAMS 3 NO 4 1979---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2299 ***********************************************************************
 FE2299  DESIGNATION -  WILLIAMSON
 FE2299  PID         -  FE2299
 FE2299  STATE/COUNTY-  TN/CARROLL
 FE2299  USGS QUAD   -  CEDAR GROVE (1983)
 FE2299
 FE2299                         *CURRENT SURVEY CONTROL
 FE2299  ___________________________________________________________________
 FE2299* NAD 83(1995)-  35 48 22.25951(N)    088 35 58.65820(W)     ADJUSTED  
 FE2299* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 FE2299  ___________________________________________________________________
 FE2299  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2299  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE2299
 FE2299  HORZ ORDER  -  SECOND
 FE2299
 FE2299.The horizontal coordinates were established by classical geodetic methods
 FE2299.and adjusted by the National Geodetic Survey in April 1999..
 FE2299
 FE2299.The orthometric height was scaled from a topographic map.
 FE2299
 FE2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2299
 FE2299.The geoid height was determined by GEOID03.
 FE2299
 FE2299;                    North         East     Units Scale Factor Converg.
 FE2299;SPC TN       -   166,531.443   365,075.551   MT  0.99994852   -1 31 18.9
 FE2299;SPC TN       -   546,361.91  1,197,752.04   sFT  0.99994852   -1 31 18.9
 FE2299;UTM  16      - 3,963,632.209   355,471.476   MT  0.99985740   -0 56 09.7
 FE2299
 FE2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2299!SPC TN       -   0.99997949  x   0.99994852  =   0.99992801
 FE2299!UTM  16      -   0.99997949  x   0.99985740  =   0.99983689
 FE2299
 FE2299:                Primary Azimuth Mark                     Grid Az
 FE2299:SPC TN       -  WILLIAMSON AZ MK                         028 25 56.1
 FE2299:UTM  16      -  WILLIAMSON AZ MK                         027 50 46.9
 FE2299
 FE2299|---------------------------------------------------------------------|
 FE2299| PID    Reference Object                     Distance      Geod. Az  |
 FE2299|                                                           dddmmss.s |
 FE2299| CG5368 WILLIAMSON AZ MK                                   0265437.2 |
 FE2299| CG5370 WILLIAMSON RM 1                      31.181 METERS 02758     |
 FE2299| CG5371 WILLIAMSON RM 2                      35.774 METERS 17317     |
 FE2299| FE2312 GURLEY 2                            APPROX.11.4 KM 1813657.0 |
 FE2299| CG5369 WILLIAMSON AZ MK RESET                             2750351.3 |
 FE2299| FE2301 MILAN ORDNANCE DEPOT HQ TANK        APPROX. 7.8 KM 3070929.1 |
 FE2299|---------------------------------------------------------------------|
 FE2299
 FE2299                          SUPERSEDED SURVEY CONTROL
 FE2299
 FE2299  NAD 83(1995)-  35 48 22.26299(N)    088 35 58.66394(W) AD(       ) 2
 FE2299  NAD 83(1986)-  35 48 22.27056(N)    088 35 58.65879(W) AD(       ) 2
 FE2299  NAD 27      -  35 48 22.03500(N)    088 35 58.46500(W) AD(       ) 2
 FE2299
 FE2299.Superseded values are not recommended for survey control.
 FE2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2299.See file dsdata.txt to determine how the superseded data were derived.
 FE2299
 FE2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5547163632(NAD 83)
 FE2299_MARKER: DS = TRIANGULATION STATION DISK
 FE2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2299
 FE2299  HISTORY     - Date     Condition        Report By
 FE2299  HISTORY     - 1934     MONUMENTED       CGS
 FE2299  HISTORY     - 1958     GOOD             CGS
 FE2299
 FE2299                          STATION DESCRIPTION
 FE2299
 FE2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2299'ABOUT 3 MILES SOUTHWEST OF CEDAR GROVE, 0.4 MILE SOUTH OF ROUTE 70,
 FE2299'ON PROPERTY OF E.E. WILLIAMSON, 39.7 FEET EAST- SOUTHEAST OF
 FE2299'SOUTHEAST CORNER OF MR. WILLIAMSONS HOUSE, AND 31 FEET WEST OF CENTER
 FE2299'LINE OF DIRT ROAD. TO REACH FROM JACKSON, GO NORTHEAST ABOUT 15
 FE2299'MILES TO MADISON-CARROLL COUNTY LINE, CONTINUE 3 MILES ON ROUTE 70,
 FE2299'TURN RIGHT (SOUTH) ONTO DIRT ROAD JUST BEYOND SMALL YELLOW HOUSE
 FE2299'ON RIGHT, GO 0.4 MILE ON DIRT ROAD, TURN RIGHT ONTO INTERSECTING FARM
 FE2299'ROAD, AND GO TO TOP OF HILL TO MR. WILLIAMSONS HOUSE AND STATION
 FE2299'SITE. SURFACE MARK IS STANDARD STATION DISK IN CONCRETE,
 FE2299'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE.
 FE2299'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FE2299'CONCRETE.  NO. 1 IS ABOUT 10 FEET EAST OF CENTER LINE OF
 FE2299'ROAD AND 102.30 FEET FROM STATION.  NO. 2
 FE2299'IS ABOUT 8 FEET WEST OF CENTER LINE OF DIRT ROAD AND 117.37 FEET FROM
 FE2299'STATION.  AZIMUTH MARK IS 100 YARDS
 FE2299'EAST OF ROAD INTERSECTION, AT NORTH EDGE OF CULTIVATED FIELD OF LOUIS
 FE2299'LYLES, 12 FEET SOUTH OF CENTER LINE OF DIRT ROAD, DIRECTLY BELOW
 FE2299'SINGLE WIRE TELEPHONE LINE, AND ABOUT 0.2 MILE FROM STATION.
 FE2299
 FE2299                          STATION RECOVERY (1958)
 FE2299
 FE2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2299'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FE2299'AZIMUTH MARK HAS BEEN DESTROYED BY ROAD GRADING AND AT THIS TIME A
 FE2299'NEW AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCES TO THE REFERENCE
 FE2299'MARKS CHECKED BUT THE DIRECTION TO REFERENCE MARK 1 DID NOT
 FE2299'CHECK BY 1 MINUTE AND 9 SECONDS.  THE DIRECTION TO REFERENCE MARK 2
 FE2299'DID NOT CHECK BY 1 MINUTE AND 30 SECONDS.
 FE2299'
 FE2299'THE OLD DESCRIPTION AND TO REACH ARE NOT ADEQUATE AND A COMPLETE NEW
 FE2299'TO REACH AND DESCRIPTION FOLLOWS.
 FE2299'
 FE2299'THE STATION IS ABOUT 10 MILES EAST OF MEDINA, ABOUT 1/2 MILE SOUTH OF
 FE2299'CEDAR GROVE AND ON PROPERTY OWNED BY MR. W.L.  WILLIAMSON.  IT IS
 FE2299'99 FEET SOUTHEAST OF THE EAST GABLE OF MR. WILLIAMSONS FRAME HOUSE,
 FE2299'37 FEET EAST OF THE CENTERLINE OF A DIRT DRIVEWAY, 27 FEET
 FE2299'SOUTHWEST OF TWO 24 INCH OAK TREES AND 27 FEET SOUTHWEST OF A FENCE
 FE2299'AND A WHITE WITNESS POST.  THE STATION MARK WAS LOWERED AT MR.
 FE2299'WILLIAMSONS REQUEST AND THE DISK IS NOW STAMPED WILLIAMSON 1934 1958.
 FE2299'
 FE2299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2299'HIGHWAY 104 IN CEDAR GROVE, GO SOUTHWEST ON HIGHWAY 70 FOR 0.65 MILE
 FE2299'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 FE2299'0.4 MILE TO A T-ROAD INTERSECTION. TURN RIGHT AND GO SOUTH FOR 0.2
 FE2299'MILE TO A HOUSE AND THE STATION ON THE LEFT AS DESCRIBED.
 FE2299'
 FE2299'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 FE2299'ROAD FOR 0.2 MILE TO MR. E.E. WILLIAMSONS HOUSE ON THE RIGHT AND
 FE2299'THE STATION AS DESCRIBED.
 FE2299'
 FE2299'REFERENCE MARK 1 IS 9 FEET EAST OF THE CENTERLINE OF A DIM TRACK ROAD
 FE2299'AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 10 INCHES AND THE
 FE2299'DISK IS STAMPED WILLIAMSON NO 1 1934.
 FE2299'
 FE2299'REFERENCE MARK 2 IS 12 FEET WEST OF THE FENCE AND 16 FEET EAST OF THE
 FE2299'SOUTHEAST CORNER OF A SMALL SHED.  THE MONUMENT PROJECTS 10 INCHES
 FE2299'AND THE DISK IS STAMPED WILLIAMSON NO 2 1934.
 FE2299'
 FE2299'THE AZIMUTH MARK IS 90 FEET NORTHWEST OF THE CENTERLINE OF A
 FE2299'DRIVEWAY, 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 1
 FE2299'FOOT EAST OF A POWER LINE POLE AND 1 FOOT EAST OF A WHITE WITNESS
 FE2299'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WILLIAMSON 1934
 FE2299'RESET 1958.
 FE2299'
 FE2299'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1419 ***********************************************************************
 FC1419  DESIGNATION -  WILLIS
 FC1419  PID         -  FC1419
 FC1419  STATE/COUNTY-  TN/COFFEE
 FC1419  USGS QUAD   -  ALTO (1947)
 FC1419
 FC1419                         *CURRENT SURVEY CONTROL
 FC1419  ___________________________________________________________________
 FC1419* NAD 83(1995)-  35 19 14.57185(N)    085 55 22.43151(W)     ADJUSTED  
 FC1419* NAVD 88     -       303.859  (meters)     996.91   (feet)  ADJUSTED  
 FC1419  ___________________________________________________________________
 FC1419  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FC1419  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1419  DYNAMIC HT  -         303.565 (meters)     995.95  (feet)  COMP
 FC1419  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC1419
 FC1419  HORZ ORDER  -  SECOND
 FC1419  VERT ORDER  -  SECOND    CLASS 0
 FC1419
 FC1419.The horizontal coordinates were established by classical geodetic methods
 FC1419.and adjusted by the National Geodetic Survey in April 1999..
 FC1419
 FC1419.The orthometric height was determined by differential leveling
 FC1419.and adjusted by the National Geodetic Survey in June 1991..
 FC1419
 FC1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1419
 FC1419.The geoid height was determined by GEOID03.
 FC1419
 FC1419.The dynamic height is computed by dividing the NAVD 88
 FC1419.geopotential number by the normal gravity value computed on the
 FC1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1419.degrees latitude (g = 980.6199 gals.).
 FC1419
 FC1419.The modeled gravity was interpolated from observed gravity values.
 FC1419
 FC1419;                    North         East     Units Scale Factor Converg.
 FC1419;SPC TN       -   109,552.725   607,010.877   MT  0.99998827   +0 02 42.5
 FC1419;SPC TN       -   359,424.23  1,991,501.52   sFT  0.99998827   +0 02 42.5
 FC1419;UTM  16      - 3,909,142.097   597,904.264   MT  0.99971812   +0 37 22.0
 FC1419
 FC1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1419!SPC TN       -   0.99995684  x   0.99998827  =   0.99994511
 FC1419!UTM  16      -   0.99995684  x   0.99971812  =   0.99967497
 FC1419
 FC1419:                Primary Azimuth Mark                     Grid Az
 FC1419:SPC TN       -  I24 MARK                                 134 46 02.1
 FC1419:UTM  16      -  I24 MARK                                 134 11 22.6
 FC1419
 FC1419|---------------------------------------------------------------------|
 FC1419| PID    Reference Object                     Distance      Geod. Az  |
 FC1419|                                                           dddmmss.s |
 FC1419| CG7670 I24 MARK                                           1344844.6 |
 FC1419| FC1414 SIMS                                APPROX. 1.7 KM 1423336.2 |
 FC1419| FC1418 WILLIS RM 1                          10.942 METERS 15631     |
 FC1419| FC1420 WILLIS RM 2                          10.932 METERS 24841     |
 FC1419|---------------------------------------------------------------------|
 FC1419
 FC1419                          SUPERSEDED SURVEY CONTROL
 FC1419
 FC1419  NAD 83(1995)-  35 19 14.57650(N)    085 55 22.43182(W) AD(       ) 2
 FC1419  NAD 83(1995)-  35 19 14.57632(N)    085 55 22.43220(W) AD(       ) 2
 FC1419  NAD 83(1995)-  35 19 14.57935(N)    085 55 22.42882(W) AD(       ) 2
 FC1419  NAD 83(1986)-  35 19 14.58118(N)    085 55 22.42763(W) AD(       ) 2
 FC1419  NAD 27      -  35 19 14.29130(N)    085 55 22.50250(W) AD(       ) 2
 FC1419  NGVD 29 (??/??/92)  303.856  (m)          996.90   (f) ADJ UNCH    2 0
 FC1419
 FC1419.Superseded values are not recommended for survey control.
 FC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1419.See file dsdata.txt to determine how the superseded data were derived.
 FC1419
 FC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9790409142(NAD 83)
 FC1419_MARKER: DE = TRAVERSE STATION DISK
 FC1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1419_STAMPING: WILLIS 1962
 FC1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1419+STABILITY: SURFACE MOTION
 FC1419
 FC1419  HISTORY     - Date     Condition        Report By
 FC1419  HISTORY     - 1962     MONUMENTED       CGS
 FC1419  HISTORY     - 1962     GOOD             CGS
 FC1419
 FC1419                          STATION DESCRIPTION
 FC1419
 FC1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1419'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF PELHAM ON THE WEST
 FC1419'RIGHT OF WAY OF INTERSTATE HIGHWAY 24, BETWEEN BETSY WILLIS ROAD
 FC1419'AND BETSY WILLIS CREEK.
 FC1419'
 FC1419'TO REACH THE STATION FROM THE OVERPASS WHERE TENNESSEE STATE HIGHWAY
 FC1419'NO. 50 CROSSES INTERSTATE
 FC1419'HIGHWAY 24, GO NORTH ON INTERSTATE HIGHWAY 24 FOR 1.5 MILES TO THE
 FC1419'BRIDGE OVER BETSY WILLIS CREEK AND THE AZIMUTH MARK IN THE
 FC1419'WALKWAY ON THE SOUTH BOUND TRAFFIC LANE, CONTINUE FOR 0.15 MILE TO
 FC1419'THE STATION ON THE LEFT.
 FC1419'
 FC1419'THE STATION IS 107 FEET EAST OF THE RIGHT OF WAY FENCE, 80 FEET WEST
 FC1419'OF THE APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANE AND
 FC1419'2.3 FEET NORTHEAST OF A METAL WITNESS SIGN.  IT IS A STANDARD DISK
 FC1419'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH AND IS
 FC1419'STAMPED WILLIS 1962.
 FC1419'
 FC1419'REFERENCE MARK NO. 1 IS 107 FEET EAST OF THE RIGHT OF WAY FENCE, 80
 FC1419'FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC
 FC1419'LANE AND 34.9 FEET SOUTH OF A METAL WITNESS SIGN.  IT IS A STANDARD
 FC1419'DISK SET IN THE TOP OF A SQUARE CONCRETE POST AND IS STAMPED
 FC1419'WILLIS NO 1 1962 AND IS FLUSH.
 FC1419'
 FC1419'REFERENCE MARK NO. 2 IS 71 FEET EAST OF THE RIGHT OF WAY FENCE AND
 FC1419'34.2 FEET WEST OF A METAL WITNESS SIGN.  IT IS A STANDARD DISK
 FC1419'SET IN THE TOP OF A SQUARE CONCRETE POST, STAMPED WILLIS NO 2 1962
 FC1419'AND IS FLUSH.
 FC1419'
 FC1419'A STATE OF TENN., DEPT. OF HIGHWAYS MARK WAS USED AS THE AZIMUTH
 FC1419'MARK.  IT IS A BRONZE TABLET CEMENTED IN A DRILL HOLE IN THE
 FC1419'WALKWAY ON THE EAST SIDE OF A BRIDGE WHICH CROSSES BETSY WILLIS CREEK
 FC1419'ON THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 24.  IT IS 30
 FC1419'FEET NORTH OF THE SOUTH END OF BRIDGE, 20 FEET EAST OF THE
 FC1419'APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANE AND 2.7 FEET
 FC1419'WEST OF EAST EDGE OF WALKWAY.  THIS DISK IS NOT STAMPED.
 FC1419
 FC1419                          STATION RECOVERY (1962)
 FC1419
 FC1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1419'2.5 MI N FROM PELHAM.
 FC1419'THE STATION IS LOCATED ABOUT 2.50 MILES NORTH OF PELHAM ON THE
 FC1419'WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 24, BETWEEN BETSY WILLIS
 FC1419'ROAD AND BETSY WILLIS CREEK.  TO REACH THE STATION FROM THE
 FC1419'OVERPASS WHERE TENNESSEE STATE HIGHWAY NO. 50 CROSSES INTERSTATE
 FC1419'HIGHWAY 24, GO NORTH ON INTERSTATE HIGHWAY 24 FOR 1.65 MILES
 FC1419'TO THE STATION ON THE LEFT, 107 FEET EAST OF THE RIGHT OF WAY
 FC1419'FENCE, 80 FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTH
 FC1419'BOUND LANE AND 2.3 FEET NORTHEAST OF A METAL WITNESS SIGN.  A
 FC1419'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE
 FC1419'POST FLUSH WITH THE GROUND AND IS ABOUT 4 FEET ABOVE THE LEVEL
 FC1419'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2496 ***********************************************************************
 FE2496  DESIGNATION -  WILLIS
 FE2496  PID         -  FE2496
 FE2496  STATE/COUNTY-  TN/FAYETTE
 FE2496  USGS QUAD   -  SOMERVILLE (1981)
 FE2496
 FE2496                         *CURRENT SURVEY CONTROL
 FE2496  ___________________________________________________________________
 FE2496* NAD 83(1995)-  35 11 51.30470(N)    089 21 20.86292(W)     ADJUSTED  
 FE2496* NAVD 88     -       152.19   (+/-2cm)     499.3    (feet)  VERTCON   
 FE2496  ___________________________________________________________________
 FE2496  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE2496  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2496
 FE2496  HORZ ORDER  -  THIRD
 FE2496  VERT ORDER  -  THIRD ? (See Below)
 FE2496
 FE2496.The horizontal coordinates were established by classical geodetic methods
 FE2496.and adjusted by the National Geodetic Survey in April 1999..
 FE2496
 FE2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2496.The vertical order pertains to the NGVD 29 superseded value.
 FE2496
 FE2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2496
 FE2496.The geoid height was determined by GEOID03.
 FE2496
 FE2496;                    North         East     Units Scale Factor Converg.
 FE2496;SPC TN       -   101,128.316   294,450.736   MT  1.00000966   -1 57 52.6
 FE2496;SPC TN       -   331,785.15    966,043.79   sFT  1.00000966   -1 57 52.6
 FE2496;UTM  16      - 3,897,497.087   285,527.363   MT  1.00016692   -1 21 30.2
 FE2496
 FE2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2496!SPC TN       -   0.99998045  x   1.00000966  =   0.99999011
 FE2496!UTM  16      -   0.99998045  x   1.00016692  =   1.00014737
 FE2496
 FE2496|---------------------------------------------------------------------|
 FE2496| PID    Reference Object                     Distance      Geod. Az  |
 FE2496|                                                           dddmmss.s |
 FE2496| CG5373 WILLIS RM 1                           9.967 METERS 01146     |
 FE2496| CG5372 WILLIS AZ MK                                       0194608.5 |
 FE2496| CG5374 WILLIS RM 2                           8.577 METERS 19734     |
 FE2496| FE2497 WILLIS 2                             23.072 METERS 19946     |
 FE2496|---------------------------------------------------------------------|
 FE2496
 FE2496                          SUPERSEDED SURVEY CONTROL
 FE2496
 FE2496  NAD 83(1995)-  35 11 51.30636(N)    089 21 20.86517(W) AD(       ) 3
 FE2496  NAD 83(1995)-  35 11 51.30877(N)    089 21 20.86359(W) AD(       ) 3
 FE2496  NAD 83(1986)-  35 11 51.31675(N)    089 21 20.86324(W) AD(       ) 3
 FE2496  NAD 27      -  35 11 51.00720(N)    089 21 20.60270(W) AD(       ) 3
 FE2496  NGVD 29 (07/19/86)  152.16   (m)          499.2    (f) LEVELING    3  
 FE2496
 FE2496.Superseded values are not recommended for survey control.
 FE2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2496.See file dsdata.txt to determine how the superseded data were derived.
 FE2496
 FE2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8552797497(NAD 83)
 FE2496_MARKER: DS = TRIANGULATION STATION DISK
 FE2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2496
 FE2496  HISTORY     - Date     Condition        Report By
 FE2496  HISTORY     - 1958     MONUMENTED       CGS
 FE2496  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FE2496  HISTORY     - 19640220 SEE DESCRIPTION  USGS
 FE2496
 FE2496                          STATION DESCRIPTION
 FE2496
 FE2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2496'THE STATION IS ABOUT 3 MILES SOUTH OF SOMERVILLE, 9 MILES EAST OF
 FE2496'OAKLAND, AND IS ON THE PROPERTY OF WILLIAM JORDON.  IT IS 2 FEET
 FE2496'EAST OF A FENCE LINE, 5 FEET NORTH OF A WHITE WITNESS POST, 5 FEET
 FE2496'EAST OF A SMALL LOCUST TREE WITH A PROMINENT FORK, 116 FEET
 FE2496'NORTHWEST OF POWER LINE POLE AND 118 FEET WEST OF THE CENTERLINE OF
 FE2496'STATE HIGHWAY 76.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2496'WILLIS 1958.
 FE2496'
 FE2496'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE AND
 FE2496'THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 76 IN
 FE2496'SOMERVILLE, GO SOUTH ON STATE HIGHWAY 76, FOR 3.75 MILES TO THE
 FE2496'STATION ON THE RIGHT, ON THE WEST SIDE OF THE HIGHWAY.  TO REACH THE
 FE2496'AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY 76 FOR 0.35
 FE2496'MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE HIGHWAY.
 FE2496'
 FE2496'REFERENCE MARK 1 IS 1 FOOT EAST OF A FENCE LINE, 38 FEET NORTH OF A
 FE2496'WHITE WITNESS POST, 60 FEET SOUTH OF A FENCE CORNER, AND 120 FT WEST
 FE2496'OF THE CENTERLINE OF STATE HIGHWAY 76.  THE MONUMENT IS FLUSH AND THE
 FE2496'DISK IS STAMPED WILLIS NO 1 1958.
 FE2496'
 FE2496'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE LINE, 117 FEET WEST OF THE
 FE2496'CENTERLINE OF STATE HIGHWAY 76, AND 101 FEET NORTHWEST OF A
 FE2496'POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2496'WILLIS NO 2 1958.
 FE2496'
 FE2496'THE AZIMUTH MARK IS 2 FEET SOUTH OF A WHITE WITNESS POST, 5 FEET
 FE2496'SOUTH OF SOUTH GATE POST, 6 FEET SOUTHEAST OF A POWER LINE POLE AND
 FE2496'30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 76.  THE MONUMENT IS
 FE2496'FLUSH AND THE DISK IS STAMPED WILLIS 1958.
 FE2496'
 FE2496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2496
 FE2496                          STATION RECOVERY (1963)
 FE2496
 FE2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FE2496'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2496'CONDITION.  DUE TO GRADING OPERATIONS ON THE PROPERTY BY THE OWNER,
 FE2496'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WOULD BE
 FE2496'DESTROYED.  A NEW STATION WILLIS 2 1963 WAS ESTABLISHED ON AN
 FE2496'EXTENDED LINE BETWEEN THE ORIGINAL STATION AND THE AZIMUTH MARK AND
 FE2496'TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED THIS DATE.
 FE2496'AFTER THE HORIZONTAL ANGLE WAS TURNED AND ALL HORIZONTAL MEASUREMENTS
 FE2496'WERE MADE BETWEEN THE ORIGINAL STATION AND THE NEW, THE ORIGINAL
 FE2496'SURFACE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FE2496'2 WERE DESTROYED AND THE DISK REMOVED FOR SUBMISSION TO THE
 FE2496'WASHINGTON OFFICE.  THE ORIGINAL UNDERGROUND STATION MARK WAS NOT
 FE2496'DISTURBED.  SEE DESCRIPTION OF WILLIS 2 1963.
 FE2496
 FE2496                          STATION RECOVERY (1964)
 FE2496
 FE2496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JFS)
 FE2496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2497 ***********************************************************************
 FE2497  DESIGNATION -  WILLIS 2
 FE2497  PID         -  FE2497
 FE2497  STATE/COUNTY-  TN/FAYETTE
 FE2497  USGS QUAD   -  SOMERVILLE (1981)
 FE2497
 FE2497                         *CURRENT SURVEY CONTROL
 FE2497  ___________________________________________________________________
 FE2497* NAD 83(1995)-  35 11 50.60017(N)    089 21 21.17141(W)     ADJUSTED  
 FE2497* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 FE2497  ___________________________________________________________________
 FE2497  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FE2497  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2497
 FE2497  HORZ ORDER  -  THIRD
 FE2497
 FE2497.The horizontal coordinates were established by classical geodetic methods
 FE2497.and adjusted by the National Geodetic Survey in April 1999..
 FE2497.No horizontal observational check was made to the station.
 FE2497
 FE2497.The orthometric height was scaled from a topographic map.
 FE2497
 FE2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2497
 FE2497.The geoid height was determined by GEOID03.
 FE2497
 FE2497;                    North         East     Units Scale Factor Converg.
 FE2497;SPC TN       -   101,106.884   294,442.193   MT  1.00000970   -1 57 52.8
 FE2497;SPC TN       -   331,714.84    966,015.76   sFT  1.00000970   -1 57 52.8
 FE2497;UTM  16      - 3,897,475.563   285,519.045   MT  1.00016697   -1 21 30.4
 FE2497
 FE2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2497!SPC TN       -   0.99998048  x   1.00000970  =   0.99999018
 FE2497!UTM  16      -   0.99998048  x   1.00016697  =   1.00014744
 FE2497
 FE2497                          SUPERSEDED SURVEY CONTROL
 FE2497
 FE2497  NAD 83(1995)-  35 11 50.60183(N)    089 21 21.17365(W) AD(       ) 3
 FE2497  NAD 83(1995)-  35 11 50.60424(N)    089 21 21.17208(W) AD(       ) 3
 FE2497  NAD 83(1986)-  35 11 50.61222(N)    089 21 21.17173(W) AD(       ) 3
 FE2497  NAD 27      -  35 11 50.30260(N)    089 21 20.91120(W) AD(       ) 3
 FE2497
 FE2497.Superseded values are not recommended for survey control.
 FE2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2497.See file dsdata.txt to determine how the superseded data were derived.
 FE2497
 FE2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8551997476(NAD 83)
 FE2497_MARKER: DS = TRIANGULATION STATION DISK
 FE2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2497
 FE2497  HISTORY     - Date     Condition        Report By
 FE2497  HISTORY     - 1963     MONUMENTED       CGS
 FE2497  HISTORY     - 19640220 GOOD             USGS
 FE2497
 FE2497                          STATION DESCRIPTION
 FE2497
 FE2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FE2497'THE STATION IS IN A SMALL PASTURE ON THE PROPERTY OF MR. WILLIAM
 FE2497'JORDON ABOUT 3.75 MILES SOUTH OF SOMERVILLE.
 FE2497'
 FE2497'TO REACH FROM THE SOUTH SIDE OF THE FAYETTE COUNTY COURTHOUSE SQUARE
 FE2497'IN SOMERVILLE AND THE JUNCTION OF U.S. HIGHWAY 64 AND STATE ROUTE
 FE2497'76, GO SOUTH ON STATE ROUTE 76 FOR 3.4 MILES TO A FARM HOME ON THE
 FE2497'RIGHT, A WOODEN GATE ON THE LEFT, AND THE AZIMUTH MARK AS DESCRIBED.
 FE2497'CONTINUE SOUTH ON STATE ROUTE 76 FOR 0.35 MILE TO THE STATION ON THE
 FE2497'RIGHT IN A SMALL PASTURE JUST NORTH OF THE JORDON FARM HOME.
 FE2497'
 FE2497'THE STATION IS 126 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 FE2497'76, 118 FEET NORTH OF AN EAST-WEST FENCE, 94 FEET WEST OF A
 FE2497'POWERLINE TRANSFORMER POLE, 90 FEET WEST OF A NORTH-SOUTH FENCE, AND
 FE2497'2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2497'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FE2497'THE DISK IS STAMPED WILLIS 2 1963.  THE UNDERGROUND STATION MARK
 FE2497'IS ABOUT 30 INCHES BELOW THE SURFACE.
 FE2497'
 FE2497'REFERENCE MARK NO. 3 IS 126 FEET WEST OF THE APPROXIMATE CENTER OF
 FE2497'STATE ROUTE 76, 90 FEET WEST OF A NORTH-SOUTH FENCE, 83 FEET NORTH
 FE2497'OF AN EAST-WEST FENCE AND 33 FEET SOUTH OF A METAL WITNESS POST AND
 FE2497'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FE2497'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WILLIS 2 NO 3 1963.
 FE2497'
 FE2497'REFERENCE MARK NO. 4 IS 159 FEET WEST OF THE APPROXIMATE CENTER OF
 FE2497'STATE ROUTE 76, 123 FEET WEST OF A NORTH-SOUTH FENCE, 119 FEET NORTH
 FE2497'OF AN EAST-WEST FENCE AND 33 FEET WEST OF A METAL WITNESS POST AND
 FE2497'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FE2497'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WILLIS 2 NO 4 1963.
 FE2497'
 FE2497'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 FE2497'MARK NO. 4 IS 48.86 FEET.
 FE2497'
 FE2497'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF STATE ROUTE 76, 30
 FE2497'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 76, 6 FEET
 FE2497'SOUTHEAST OF TELEPHONE POLE NO. 81, 5 FEET SOUTH OF THE SOUTH GATE
 FE2497'POST OF FIELD ROAD, AND 2.0 FEET SOUTH OF A WHITE, WOODEN,
 FE2497'WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FE2497'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WILLIS
 FE2497'1958.
 FE2497'
 FE2497'A TRAVERSE CONNECTION WAS MADE TO WILLIS 1958 (NOW DESTROYED), THE
 FE2497'HORIZONTAL TAPED DISTANCE BEING 75.69 FEET-23.072 METERS.
 FE2497
 FE2497                          STATION RECOVERY (1964)
 FE2497
 FE2497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JFS)
 FE2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1418 ***********************************************************************
 FC1418  DESIGNATION -  WILLIS RM 1
 FC1418  PID         -  FC1418
 FC1418  STATE/COUNTY-  TN/COFFEE
 FC1418  USGS QUAD   -  ALTO (1947)
 FC1418
 FC1418                         *CURRENT SURVEY CONTROL
 FC1418  ___________________________________________________________________
 FC1418* NAD 83(1986)-  35 19 14.     (N)    085 55 22.     (W)     SCALED    
 FC1418* NAVD 88     -       303.723  (meters)     996.46   (feet)  ADJUSTED  
 FC1418  ___________________________________________________________________
 FC1418  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1418  DYNAMIC HT  -         303.430 (meters)     995.50  (feet)  COMP
 FC1418  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC1418
 FC1418  VERT ORDER  -  SECOND    CLASS 0
 FC1418
 FC1418.The horizontal coordinates were scaled from a topographic map and have
 FC1418.an estimated accuracy of +/- 6 seconds.
 FC1418
 FC1418.The orthometric height was determined by differential leveling
 FC1418.and adjusted by the National Geodetic Survey in June 1991..
 FC1418
 FC1418.The geoid height was determined by GEOID03.
 FC1418
 FC1418.The dynamic height is computed by dividing the NAVD 88
 FC1418.geopotential number by the normal gravity value computed on the
 FC1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1418.degrees latitude (g = 980.6199 gals.).
 FC1418
 FC1418.The modeled gravity was interpolated from observed gravity values.
 FC1418
 FC1418;                    North         East    Units  Estimated Accuracy
 FC1418;SPC TN       -   109,540.      607,020.      MT  (+/- 180 meters Scaled)
 FC1418
 FC1418                          SUPERSEDED SURVEY CONTROL
 FC1418
 FC1418  NGVD 29 (??/??/92)  303.720  (m)          996.45   (f) ADJ UNCH    2 0
 FC1418
 FC1418.Superseded values are not recommended for survey control.
 FC1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1418.See file dsdata.txt to determine how the superseded data were derived.
 FC1418
 FC1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE979091(NAD 83)
 FC1418_MARKER: DR = REFERENCE MARK DISK
 FC1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1418_STAMPING: WILLIS NO 1 1962
 FC1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1418+STABILITY: SURFACE MOTION
 FC1418
 FC1418  HISTORY     - Date     Condition        Report By
 FC1418  HISTORY     - 1962     MONUMENTED       CGS
 FC1418
 FC1418                          STATION DESCRIPTION
 FC1418
 FC1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1418'2.5 MI N FROM PELHAM.
 FC1418'AT THE WILLIS STATION SITE, 107 FEET EAST OF THE RIGHT OF WAY
 FC1418'FENCE, 80 FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND
 FC1418'TRAFFIC LANE OF INTERSTATE HIGHWAY 24, 34.9 FEET SOUTH OF A
 FC1418'METAL WITNESS SIGN, AND 35.90 FEET SOUTH OF THE STATION.
 FC1418'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FC1418'POST AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1420 ***********************************************************************
 FC1420  DESIGNATION -  WILLIS RM 2
 FC1420  PID         -  FC1420
 FC1420  STATE/COUNTY-  TN/COFFEE
 FC1420  USGS QUAD   -  ALTO (1947)
 FC1420
 FC1420                         *CURRENT SURVEY CONTROL
 FC1420  ___________________________________________________________________
 FC1420* NAD 83(1986)-  35 19 14.     (N)    085 55 22.     (W)     SCALED    
 FC1420* NAVD 88     -       303.746  (meters)     996.54   (feet)  ADJUSTED  
 FC1420  ___________________________________________________________________
 FC1420  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1420  DYNAMIC HT  -         303.453 (meters)     995.58  (feet)  COMP
 FC1420  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC1420
 FC1420  VERT ORDER  -  SECOND    CLASS 0
 FC1420
 FC1420.The horizontal coordinates were scaled from a topographic map and have
 FC1420.an estimated accuracy of +/- 6 seconds.
 FC1420
 FC1420.The orthometric height was determined by differential leveling
 FC1420.and adjusted by the National Geodetic Survey in June 1991..
 FC1420
 FC1420.The geoid height was determined by GEOID03.
 FC1420
 FC1420.The dynamic height is computed by dividing the NAVD 88
 FC1420.geopotential number by the normal gravity value computed on the
 FC1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1420.degrees latitude (g = 980.6199 gals.).
 FC1420
 FC1420.The modeled gravity was interpolated from observed gravity values.
 FC1420
 FC1420;                    North         East    Units  Estimated Accuracy
 FC1420;SPC TN       -   109,540.      607,020.      MT  (+/- 180 meters Scaled)
 FC1420
 FC1420                          SUPERSEDED SURVEY CONTROL
 FC1420
 FC1420  NGVD 29 (??/??/92)  303.743  (m)          996.53   (f) ADJ UNCH    2 0
 FC1420
 FC1420.Superseded values are not recommended for survey control.
 FC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1420.See file dsdata.txt to determine how the superseded data were derived.
 FC1420
 FC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE979091(NAD 83)
 FC1420_MARKER: DR = REFERENCE MARK DISK
 FC1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1420_STAMPING: WILLIS NO 2 1962
 FC1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1420+STABILITY: SURFACE MOTION
 FC1420
 FC1420  HISTORY     - Date     Condition        Report By
 FC1420  HISTORY     - 1962     MONUMENTED       CGS
 FC1420
 FC1420                          STATION DESCRIPTION
 FC1420
 FC1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1420'2.5 MI N FROM PELHAM.
 FC1420'AT THE WILLIS STATION SITE, 71 FEET EAST OF THE RIGHT OF WAY
 FC1420'FENCE, 35.9 FEET WEST OF THE STATION, AND 34.2 FEET WEST OF A
 FC1420'METAL WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 FC1420'CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC1420'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2498 ***********************************************************************
 FE2498  DESIGNATION -  WILLISTON LOT WT 29
 FE2498  PID         -  FE2498
 FE2498  STATE/COUNTY-  TN/FAYETTE
 FE2498  USGS QUAD   -  SOMERVILLE (1981)
 FE2498
 FE2498                         *CURRENT SURVEY CONTROL
 FE2498  ___________________________________________________________________
 FE2498* NAD 83(1995)-  35 08 33.83456(N)    089 20 57.02100(W)     ADJUSTED  
 FE2498* NAVD 88     -                                                        
 FE2498  ___________________________________________________________________
 FE2498  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2498  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2498
 FE2498  HORZ ORDER  -  THIRD
 FE2498
 FE2498.The horizontal coordinates were established by classical geodetic methods
 FE2498.and adjusted by the National Geodetic Survey in April 1999..
 FE2498
 FE2498
 FE2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2498
 FE2498.The geoid height was determined by GEOID03.
 FE2498
 FE2498;                    North         East     Units Scale Factor Converg.
 FE2498;SPC TN       -    95,025.557   294,845.292   MT  1.00002066   -1 57 38.7
 FE2498;SPC TN       -   311,763.01    967,338.26   sFT  1.00002066   -1 57 38.7
 FE2498;UTM  16      - 3,891,397.933   285,986.630   MT  1.00016450   -1 21 09.8
 FE2498
 FE2498                          SUPERSEDED SURVEY CONTROL
 FE2498
 FE2498  NAD 83(1995)-  35 08 33.83539(N)    089 20 57.02041(W) AD(       ) 4
 FE2498  NAD 83(1995)-  35 08 33.83703(N)    089 20 57.02107(W) AD(       ) 4
 FE2498  NAD 83(1986)-  35 08 33.84700(N)    089 20 57.02103(W) AD(       ) 4
 FE2498  NAD 27      -  35 08 33.53000(N)    089 20 56.76300(W) AD(       ) 3
 FE2498
 FE2498.Superseded values are not recommended for survey control.
 FE2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2498.See file dsdata.txt to determine how the superseded data were derived.
 FE2498
 FE2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8598791398(NAD 83)
 FE2498_MARKER: 57 = LOOKOUT TOWER
 FE2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2498+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE2498
 FE2498  HISTORY     - Date     Condition        Report By
 FE2498  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2498  HISTORY     - 20060430 GOOD             GEOCAC
 FE2498
 FE2498                          STATION DESCRIPTION
 FE2498
 FE2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2498'THE STATION IS THE CENTER OF THE TOP OF THE TOWER. IT IS ABOUT 7
 FE2498'MILES SOUTH OF SOMERVILLE, ABOUT 7 MILES
 FE2498'NORTH-NORTHEAST OF MOSCOW AND ABOUT 300 YARDS EAST OF THE EBENEZER
 FE2498'CHURCH. THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A SMALL
 FE2498'METAL HOUSE AT THE TOP. THE OVERALL HEIGHT OF THE TOWER IS 90 FEET.
 FE2498
 FE2498                          STATION RECOVERY (2006)
 FE2498
 FE2498'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2498'NEW DESCRIPTION TAKEN FROM FE2492 AND MODIFIED, NEW DESCRIPTION
 FE2498'FOLLOWS
 FE2498' 
 FE2498'THE STATION IS ABOUT 7 MILES SOUTH OF SOMERVILLE AND 7 MILES
 FE2498'NORTH-NORTHEAST OF MOSCOW, ON THE HIGHEST HILL IN THE VICINITY, JUST
 FE2498'EAST OF THE EBENEZER CHURCH GROUNDS.
 FE2498'TO REACH FROM FAYETTE COUNTY COURTHOUSE IN SOMERVILLE GO 6.20 MILES
 FE2498'SOUTH ON STATE ROUTE 76 TO A T JUNCTION ON THE RIGHT LEADING TO
 FE2498'WILLISTON, CONTINUE SOUTH ON 76 FOR 0.45 MILES TO A DIRT ROAD ON THE
 FE2498'LEFT JUST NORTH OF A SMALL STORE. GO EAST AND SOUTHEAST FOR 1.65
 FE2498'MILES, KEEPING RIGHT AT A T ROAD, PASS CHURCH ON RIGHT TO STATION ON
 FE2498'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2285 ***********************************************************************
 FE2285  DESIGNATION -  WILLOUGHBY
 FE2285  PID         -  FE2285
 FE2285  STATE/COUNTY-  TN/HARDEMAN
 FE2285  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2285
 FE2285                         *CURRENT SURVEY CONTROL
 FE2285  ___________________________________________________________________
 FE2285* NAD 83(1995)-  35 20 09.06156(N)    088 55 05.83373(W)     ADJUSTED  
 FE2285* NAVD 88     -       169.22   (+/-2cm)     555.2    (feet)  VERTCON   
 FE2285  ___________________________________________________________________
 FE2285  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FE2285  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2285
 FE2285  HORZ ORDER  -  SECOND
 FE2285  VERT ORDER  -  THIRD ? (See Below)
 FE2285
 FE2285.The horizontal coordinates were established by classical geodetic methods
 FE2285.and adjusted by the National Geodetic Survey in April 1999..
 FE2285
 FE2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2285.The vertical order pertains to the NGVD 29 superseded value.
 FE2285
 FE2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2285
 FE2285.The geoid height was determined by GEOID03.
 FE2285
 FE2285;                    North         East     Units Scale Factor Converg.
 FE2285;SPC TN       -   115,184.504   334,731.040   MT  0.99998596   -1 42 30.5
 FE2285;SPC TN       -   377,901.16  1,098,196.75   sFT  0.99998596   -1 42 30.5
 FE2285;UTM  16      - 3,911,976.962   325,660.489   MT  0.99997458   -1 06 35.1
 FE2285
 FE2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2285!SPC TN       -   0.99997784  x   0.99998596  =   0.99996380
 FE2285!UTM  16      -   0.99997784  x   0.99997458  =   0.99995242
 FE2285
 FE2285|---------------------------------------------------------------------|
 FE2285| PID    Reference Object                     Distance      Geod. Az  |
 FE2285|                                                           dddmmss.s |
 FE2285| FE2286 WILLOUGHBY 2                         14.967 METERS 04227     |
 FE2285| CG5378 WILLOUGHBY RM 1                      37.384 METERS 17135     |
 FE2285| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX.11.1 KM 2174758.7 |
 FE2285| CG5382 WILLOUGHBY AZ MK RESET                             2222626.5 |
 FE2285| CG5379 WILLOUGHBY RM 2                      36.805 METERS 31058     |
 FE2285| CG5377 WILLOUGHBY AZ MK                                   3270430.0 |
 FE2285|---------------------------------------------------------------------|
 FE2285
 FE2285                          SUPERSEDED SURVEY CONTROL
 FE2285
 FE2285  NAD 83(1995)-  35 20 09.06762(N)    088 55 05.83661(W) AD(       ) 2
 FE2285  NAD 83(1995)-  35 20 09.06815(N)    088 55 05.83761(W) AD(       ) 2
 FE2285  NAD 83(1986)-  35 20 09.07352(N)    088 55 05.83427(W) AD(       ) 2
 FE2285  NAD 27      -  35 20 08.78300(N)    088 55 05.61800(W) AD(       ) 2
 FE2285  NGVD 29 (07/19/86)  169.22   (m)          555.2    (f) LEVELING    3  
 FE2285
 FE2285.Superseded values are not recommended for survey control.
 FE2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2285.See file dsdata.txt to determine how the superseded data were derived.
 FE2285
 FE2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2566011977(NAD 83)
 FE2285_MARKER: DS = TRIANGULATION STATION DISK
 FE2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2285
 FE2285  HISTORY     - Date     Condition        Report By
 FE2285  HISTORY     - 1934     MONUMENTED       CGS
 FE2285  HISTORY     - 1958     GOOD             CGS
 FE2285  HISTORY     - 1961     GOOD             TNHD
 FE2285
 FE2285                          STATION DESCRIPTION
 FE2285
 FE2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2285'ABOUT 6 MILES NORTHEAST OF BOLIVAR, ON PROPERTY OF LAWRENCE
 FE2285'WILLOUGHBY. TO REACH FROM HARDEMAN COUNTY COURTHOUSE AT BOLIVAR,
 FE2285'GO NORTHEAST 6.35 MILES ON STATE ROUTE 18, TURN RIGHT ONTO COUNTY
 FE2285'ROAD JUST AFTER PASSING GULF FILLING STATION ON LEFT, GO 0.55 MILE
 FE2285'AND TURN LEFT AT KNUCKLES CROSSROADS, AND GO 0.1 MILE TO TOP OF GRADE
 FE2285'AND STATION SITE. STATION IS ON SMALL KNOLL ABOUT 150 YARDS NORTH OF
 FE2285'KNUCKLES CROSSROADS, 36 FEET NORTHEAST OF CENTER LINE OF ROAD, 9 FEET
 FE2285'SOUTHWEST OF WIRE FENCE, AND 14 FEET WEST-SOUTHWEST OF 18-INCH TWIN
 FE2285'OAK TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FE2285'STATION MARKS IN CONCRETE.  UPPER MARK PROJECTS 12
 FE2285'INCHES ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2285'REFERENCE DISKS IN CONCRETE. NO. 1 IS ON WEST BANK OF ROAD,
 FE2285'15 FEET SOUTHWEST OF CENTER LINE OF ROAD, AND 122.65 FEET FROM
 FE2285'STATION. NO. 2 IS ON HIGH BANK, 18 FEET
 FE2285'SOUTHWEST OF CENTER LINE OF ROAD, AND 120.75 FEET FROM STATION.
 FE2285'AZIMUTH MARK IS AT T-ROAD, 18 FEET SOUTH OF
 FE2285'ROAD RUNNING EAST AND WEST, 60 FEET NORTHEAST OF CORNER OF
 FE2285'TIN-ROOFED SHED (BARN), AND ABOUT 0.25 MILE FROM STATION.
 FE2285
 FE2285                          STATION RECOVERY (1958)
 FE2285
 FE2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2285'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 FE2285'GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 FE2285'FOUND AND SHOULD BE CONSIDERED LOST. A NEW AZIMUTH MARK WAS
 FE2285'ESTABLISHED BY THIS PARTY AT THIS TIME AND A TO REACH WILL FOLLOW.
 FE2285'THE TO REACH TO THE STATION WAS FOUND TO BE ADEQUATE. THE REFERENCE
 FE2285'POINTS WERE CHECKED AND FOUND TO BE CORRECT BUT NEW REFERENCE
 FE2285'POINTS WERE ADDED. THE DISTANCES TO REFERENCE MARKS 1 AND 2 CHECKED.
 FE2285'THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT A DIFFERENCE OF 1
 FE2285'MINUTE AND 25 SECONDS WAS FOUND TO REFERENCE MARK 2. A COMPLETE NEW
 FE2285'DESCRIPTION FOLLOWS.
 FE2285'
 FE2285'THE STATION IS ABOUT 6 MILES NORTHEAST OF BOLIVAR AND ON THE PROPERTY
 FE2285'OF LAWRENCE WILLOUGHBY. IT IS 36 FEET NORTHEAST OF THE CENTERLINE OF
 FE2285'A GRAVEL ROAD, 14 FEET WEST-SOUTHWEST OF A 24 INCH TWIN OAK TREE, 9
 FE2285'FEET SOUTHWEST OF A WIRE FENCE AND 5 FEET SOUTHWEST OF A WHITE
 FE2285'WITNESS POST. THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FE2285'WILLOUGHBY 1934.
 FE2285'
 FE2285'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HARDEMAN
 FE2285'COUNTY COURTHOUSE IN BOLIVAR, GO NORTHEAST ON STATE HIGHWAY 18
 FE2285'FOR 6.35 MILES TO A CROSSROAD JUST AFTER PASSING A SERVICE STATION ON
 FE2285'THE LEFT. TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.45 MILE TO
 FE2285'THE AZIMUTH MARK ON THE RIGHT. CONTINUE EAST ON GRAVEL ROAD FOR 0.1
 FE2285'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH AND NORTHWEST FOR 0.1
 FE2285'MILE TO THE TOP OF A KNOLL AND THE STATION ON THE RIGHT.
 FE2285'
 FE2285'REFERENCE MARK 1 IS 15 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL
 FE2285'ROAD AND 4 FEET NORTHEAST OF A WIRE FENCE. THE MONUMENT PROJECTS
 FE2285'12 INCHES AND THE DISK IS STAMPED WILLOUGHBY NO 1 1934.
 FE2285'
 FE2285'REFERENCE MARK 2 IS 20 FEET EAST-SOUTHEAST OF A 18 INCH OAK TREE, 18
 FE2285'FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD AND 4 FEET
 FE2285'NORTHEAST OF THE WIRE FENCE. THE MONUMENT PROJECTS 12 INCHES AND THE
 FE2285'DISK IS STAMPED WILLOUGHBY NO 2 1934.
 FE2285'
 FE2285'THE AZIMUTH MARK IS 22 FEET EAST OF A DRIVEWAY, 21 FEET SOUTH OF THE
 FE2285'CENTERLINE OF A GRAVEL ROAD, 8 FEET EAST OF A FENCE CORNER, 6
 FE2285'INCHES NORTH OF A WIRE FENCE AND 2 FEET EAST OF A WHITE WITNESS POST.
 FE2285'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED WILLOUGHBY
 FE2285'1934 RESET 1958.
 FE2285'
 FE2285'HEIGHT OF LIGHT 26 METERS.
 FE2285
 FE2285                          STATION RECOVERY (1961)
 FE2285
 FE2285'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE2285'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2285'THE ORIGINAL TO-REACH FOR THE STATION IS COMPLETELY
 FE2285'ADEQUATE. NO INFORMATION WAS AVAILABLE FOR THE 1958 OCCUPATION OF THE
 FE2285'STATION, BUT THE AZIMUTH MARK RESET THAT YEAR WAS RECOVERED AND
 FE2285'IS IN EXCELLENT CONDITION.
 FE2285'
 FE2285'DUE TO THE RELOCATION OF A FEDERAL-AID SECONDARY ROAD, THE STATION,
 FE2285'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WOULD BE DESTROYED BY
 FE2285'CONSTRUCTION.
 FE2285'
 FE2285'A NEW STATION WILLOUGHBY 2 1961, REFERENCE MARK NO. 3, AND REFERENCE
 FE2285'MARK NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL
 FE2285'SURVEYS PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE AZIMUTH
 FE2285'MARK RESET IN 1958 WAS RETAINED.
 FE2285'
 FE2285'THE NEW STATION WILLOUGHBY 2 1961, WAS ESTABLISHED ON AN EXTENDED
 FE2285'LINE THROUGH THE OLD STATION AND THE AZIMUTH MARK.
 FE2285'
 FE2285'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, AND HORIZONTAL DISTANCES
 FE2285'MEASURED, THE OLD STATION WILLOUGHBY 1934, REFERENCE MARK NO. 1 1934,
 FE2285'AND REFERENCE MARK NO. 2 1934, WERE DESTROYED, AND THE DISK REMOVED
 FE2285'FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE2285'
 FE2285'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK WILLOUGHBY 1934,
 FE2285'WHICH WAS NOT DISTURBED, THE ORIGINAL STATION WILLOUGHBY 1934
 FE2285'SHALL BE CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2286 ***********************************************************************
 FE2286  DESIGNATION -  WILLOUGHBY 2
 FE2286  PID         -  FE2286
 FE2286  STATE/COUNTY-  TN/HARDEMAN
 FE2286  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2286
 FE2286                         *CURRENT SURVEY CONTROL
 FE2286  ___________________________________________________________________
 FE2286* NAD 83(1995)-  35 20 09.41993(N)    088 55 05.43375(W)     ADJUSTED  
 FE2286* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2286  ___________________________________________________________________
 FE2286  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FE2286  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2286
 FE2286  HORZ ORDER  -  THIRD
 FE2286
 FE2286.The horizontal coordinates were established by classical geodetic methods
 FE2286.and adjusted by the National Geodetic Survey in April 1999..
 FE2286.No horizontal observational check was made to the station.
 FE2286
 FE2286.The orthometric height was scaled from a topographic map.
 FE2286
 FE2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2286
 FE2286.The geoid height was determined by GEOID03.
 FE2286
 FE2286;                    North         East     Units Scale Factor Converg.
 FE2286;SPC TN       -   115,195.242   334,741.465   MT  0.99998594   -1 42 30.3
 FE2286;SPC TN       -   377,936.39  1,098,230.96   sFT  0.99998594   -1 42 30.3
 FE2286;UTM  16      - 3,911,987.808   325,670.801   MT  0.99997453   -1 06 34.9
 FE2286
 FE2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2286!SPC TN       -   0.99997788  x   0.99998594  =   0.99996382
 FE2286!UTM  16      -   0.99997788  x   0.99997453  =   0.99995241
 FE2286
 FE2286                          SUPERSEDED SURVEY CONTROL
 FE2286
 FE2286  NAD 83(1995)-  35 20 09.42599(N)    088 55 05.43663(W) AD(       ) 3
 FE2286  NAD 83(1995)-  35 20 09.42652(N)    088 55 05.43763(W) AD(       ) 3
 FE2286  NAD 83(1986)-  35 20 09.43189(N)    088 55 05.43429(W) AD(       ) 3
 FE2286  NAD 27      -  35 20 09.14100(N)    088 55 05.21800(W) AD(       ) 3
 FE2286
 FE2286.Superseded values are not recommended for survey control.
 FE2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2286.See file dsdata.txt to determine how the superseded data were derived.
 FE2286
 FE2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2567111988(NAD 83)
 FE2286_MARKER: DS = TRIANGULATION STATION DISK
 FE2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2286
 FE2286  HISTORY     - Date     Condition        Report By
 FE2286  HISTORY     - 1961     MONUMENTED       TNHD
 FE2286
 FE2286                          STATION DESCRIPTION
 FE2286
 FE2286'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE2286'THE STATION IS LOCATED ON THE PROPERTY OF MR. LAWRENCE WILLOUGHBY,
 FE2286'ABOUT 6 MILES NORTHEAST OF BOLIVAR.
 FE2286'
 FE2286'TO REACH THE STATION FROM THE HARDEMAN COUNTY COURTHOUSE IN BOLIVAR,
 FE2286'GO NORTHEAST ON STATE ROUTE 18 FOR 6.35 MILES TO A CROSSROAD JUST
 FE2286'AFTER PASSING A GULF SERVICE STATION ON THE LEFT. HERE TURN RIGHT,
 FE2286'WEST, ON AN OILED ROAD FOR 0.35 MILE TO A FARM DRIVE ON THE RIGHT
 FE2286'AND THE AZIMUTH MARK AS DESCRIBED. CONTINUE WEST ON THE OILED ROAD
 FE2286'FOR 0.2 MILES TO A CROSSROAD, TURN LEFT, SOUTH, ON A GRADED
 FE2286'DIRT ROAD FOR 0.1 MILE TO A TRIANGLE BLAZED OAK TREE ON THE RIGHT AND
 FE2286'THE STATION AS DESCRIBED.
 FE2286'
 FE2286'THE STATION IS A STANDARD DISK, STAMPED WILLOUGHBY 2 1961, SET IN A
 FE2286'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH. IT IS ON
 FE2286'TOP OF A BANK IN THE WOODS, 55 FEET NORTHEAST OF THE CENTER OF A
 FE2286'GRADED ROAD, 37 FEET NORTHEAST OF A FORKED, TRIANGLE BLAZED OAK
 FE2286'TREE, 27 FEET NORTH-NORTHWEST OF A 30-INCH TRIANGLE BLAZED OAK TREE,
 FE2286'18 FEET WEST OF A 30-INCH TRIANGLE BLAZED OAK TREE, AND 2.0
 FE2286'FEET SOUTHWEST OF A WITNESS POST.
 FE2286'
 FE2286'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED WILLOUGHBY 2 NO 3
 FE2286'1961, SET IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FE2286'INCHES. IT IS 31 FEET SOUTH OF A 30-INCH TRIANGLE BLAZED OAK TREE AND
 FE2286'ABOUT THE SAME ELEVATION AS THE STATION.
 FE2286'
 FE2286'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED WILLOUGHBY 2 NO 4
 FE2286'1961, SET IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FE2286'INCHES. IT IS 23 FEET WEST OF A 30-INCH TRIANGLE BLAZED OAK TREE, 6
 FE2286'FEET SOUTHEAST OF A FORKED OAK TREE, AND ABOUT THE SAME ELEVATION AS
 FE2286'THE STATION.
 FE2286'
 FE2286'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 FE2286'MARK NO. 4 IS 96.57 FEET.
 FE2286'
 FE2286'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WILLOUGHBY 1934 RESET
 FE2286'1958, SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FE2286'GROUND. IT IS 23 FEET EAST OF THE CENTER OF A FARM DRIVEWAY, 21 FEET
 FE2286'SOUTH OF THE CENTER OF AN OILED ROAD, 8 FEET EAST OF A FENCE
 FE2286'CORNER POST, 2.5 FEET EAST OF A WHITE WITNESS POST, AND DIRECTLY
 FE2286'UNDER AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2426 ***********************************************************************
 FE2426  DESIGNATION -  WILLOW
 FE2426  PID         -  FE2426
 FE2426  STATE/COUNTY-  TN/HAYWOOD
 FE2426  USGS QUAD   -  SUNNYHILL (1983)
 FE2426
 FE2426                         *CURRENT SURVEY CONTROL
 FE2426  ___________________________________________________________________
 FE2426* NAD 83(1995)-  35 35 56.78895(N)    089 11 01.71435(W)     ADJUSTED  
 FE2426* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 FE2426  ___________________________________________________________________
 FE2426  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FE2426  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE2426
 FE2426  HORZ ORDER  -  SECOND
 FE2426
 FE2426.The horizontal coordinates were established by classical geodetic methods
 FE2426.and adjusted by the National Geodetic Survey in April 1999..
 FE2426
 FE2426.The orthometric height was scaled from a topographic map.
 FE2426
 FE2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2426
 FE2426.The geoid height was determined by GEOID03.
 FE2426
 FE2426;                    North         East     Units Scale Factor Converg.
 FE2426;SPC TN       -   145,128.796   311,553.514   MT  0.99995676   -1 51 50.1
 FE2426;SPC TN       -   476,143.39  1,022,155.15   sFT  0.99995676   -1 51 50.1
 FE2426;UTM  16      - 3,941,680.389   302,171.550   MT  1.00008229   -1 16 17.9
 FE2426
 FE2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2426!SPC TN       -   0.99998305  x   0.99995676  =   0.99993981
 FE2426!UTM  16      -   0.99998305  x   1.00008229  =   1.00006533
 FE2426
 FE2426:                Primary Azimuth Mark                     Grid Az
 FE2426:SPC TN       -  ATT RAD STA KIN 97 MAST                  134 32 01.8
 FE2426:UTM  16      -  ATT RAD STA KIN 97 MAST                  133 56 29.6
 FE2426
 FE2426|---------------------------------------------------------------------|
 FE2426| PID    Reference Object                     Distance      Geod. Az  |
 FE2426|                                                           dddmmss.s |
 FE2426| FE2424 ATT RAD STA KIN 97 MAST             APPROX. 0.7 KM 1324011.7 |
 FE2426| CG5383 WILLOW AZ MK                                       2115935.8 |
 FE2426| CG5385 WILLOW RM 2                          14.770 METERS 24049     |
 FE2426| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 6.8 KM 2600451.5 |
 FE2426| FE2436 BROWNSVILLE MUN TANK                APPROX. 6.8 KM 2661207.9 |
 FE2426| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 7.0 KM 2661519.8 |
 FE2426| CG5384 WILLOW RM 1                          13.363 METERS 34156     |
 FE2426|---------------------------------------------------------------------|
 FE2426
 FE2426                          SUPERSEDED SURVEY CONTROL
 FE2426
 FE2426  NAD 83(1995)-  35 35 56.79427(N)    089 11 01.71686(W) AD(       ) 2
 FE2426  NAD 83(1986)-  35 35 56.80047(N)    089 11 01.71511(W) AD(       ) 2
 FE2426  NAD 27      -  35 35 56.52320(N)    089 11 01.47410(W) AD(       ) 2
 FE2426
 FE2426.Superseded values are not recommended for survey control.
 FE2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2426.See file dsdata.txt to determine how the superseded data were derived.
 FE2426
 FE2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0217241680(NAD 83)
 FE2426_MARKER: DS = TRIANGULATION STATION DISK
 FE2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2426
 FE2426  HISTORY     - Date     Condition        Report By
 FE2426  HISTORY     - 1958     MONUMENTED       CGS
 FE2426  HISTORY     - 1959     GOOD             CGS
 FE2426
 FE2426                          STATION DESCRIPTION
 FE2426
 FE2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2426'THE STATION IS LOCATED ABOUT 4-1/4 MILES EAST OF BROWNSVILLE AND
 FE2426'ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 70.  IT IS ON PROPERTY
 FE2426'OWNED BY CLAY CURRIE AND IS ABOUT 150 FEET NORTHWEST OF MR. CURRIES
 FE2426'FARM BUILDINGS.  IT IS 102 FEET NORTHWEST OF THE NORTHWEST CORNER
 FE2426'OF A TIN GARAGE, 81 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 FE2426'SHED, 6 FEET WEST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF A
 FE2426'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WILLOW 1958.
 FE2426'
 FE2426'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST ON
 FE2426'U.S. HIGHWAY 70 FOR 4.05 MILES TO A DRIVEWAY LEFT AND THE AZIMUTH
 FE2426'MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.05 MILE TO A
 FE2426'DIRT ROAD LEFT.  TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.35
 FE2426'MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST FOR 0.4 MILE TO A
 FE2426'DRIVEWAY LEFT.  TURN LEFT AND GO NORTHWEST ON THE DRIVEWAY FOR 0.05
 FE2426'MILE TO A FARM HOUSE AND THE STATION.
 FE2426'
 FE2426'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH
 FE2426'AND THE DISK IS STAMPED WILLOW NO 1 1958.
 FE2426'
 FE2426'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH
 FE2426'AND THE DISK IS STAMPED WILLOW NO 2 1958.
 FE2426'
 FE2426'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTERLINE OF HIGHWAY 70, 28
 FE2426'FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 9 FEET
 FE2426'SOUTH OF A POWERLINE POLE AND 3 FEET NORTH OF A WHITE WITNESS POST.
 FE2426'THE MONUMENT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 FE2426'WILLOW 1958.
 FE2426'
 FE2426'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FE2426
 FE2426                          STATION RECOVERY (1959)
 FE2426
 FE2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2426'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2426'GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1405 ***********************************************************************
 FD1405  DESIGNATION -  WILSON
 FD1405  PID         -  FD1405
 FD1405  STATE/COUNTY-  TN/COFFEE
 FD1405  USGS QUAD   -  FREDONIA (1976)
 FD1405
 FD1405                         *CURRENT SURVEY CONTROL
 FD1405  ___________________________________________________________________
 FD1405* NAD 83(1995)-  35 34 19.51565(N)    086 00 24.70158(W)     ADJUSTED  
 FD1405* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 FD1405  ___________________________________________________________________
 FD1405  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FD1405  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FD1405
 FD1405  HORZ ORDER  -  SECOND
 FD1405
 FD1405.The horizontal coordinates were established by classical geodetic methods
 FD1405.and adjusted by the National Geodetic Survey in April 1999..
 FD1405
 FD1405.The orthometric height was scaled from a topographic map.
 FD1405
 FD1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1405
 FD1405.The geoid height was determined by GEOID03.
 FD1405
 FD1405;                    North         East     Units Scale Factor Converg.
 FD1405;SPC TN       -   137,438.760   599,378.038   MT  0.99995880   -0 00 14.5
 FD1405;SPC TN       -   450,913.67  1,966,459.45   sFT  0.99995880   -0 00 14.5
 FD1405;UTM  16      - 3,936,942.153   589,991.729   MT  0.99969980   +0 34 40.0
 FD1405
 FD1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1405!SPC TN       -   0.99994395  x   0.99995880  =   0.99990275
 FD1405!UTM  16      -   0.99994395  x   0.99969980  =   0.99964377
 FD1405
 FD1405:                Primary Azimuth Mark                     Grid Az
 FD1405:SPC TN       -  WILSON AZ MK                             133 21 46.4
 FD1405:UTM  16      -  WILSON AZ MK                             132 46 51.9
 FD1405
 FD1405|---------------------------------------------------------------------|
 FD1405| PID    Reference Object                     Distance      Geod. Az  |
 FD1405|                                                           dddmmss.s |
 FD1405| CG7832 WILSON AZ MK                                       1332131.9 |
 FD1405| FC1919 SUMMITVILLE WHITE CHURCH SPIRE      APPROX. 1.9 KM 1365122.5 |
 FD1405| CG6969 WILSON RM 1                         129.065 METERS 16953     |
 FD1405| CG6970 WILSON RM 2                          38.527 METERS 22953     |
 FD1405|---------------------------------------------------------------------|
 FD1405
 FD1405                          SUPERSEDED SURVEY CONTROL
 FD1405
 FD1405  NAD 83(1995)-  35 34 19.52231(N)    086 00 24.70388(W) AD(       ) 2
 FD1405  NAD 83(1986)-  35 34 19.52656(N)    086 00 24.70082(W) AD(       ) 2
 FD1405  NAD 27      -  35 34 19.25700(N)    086 00 24.74600(W) AD(       ) 2
 FD1405
 FD1405.Superseded values are not recommended for survey control.
 FD1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1405.See file dsdata.txt to determine how the superseded data were derived.
 FD1405
 FD1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8999236942(NAD 83)
 FD1405_MARKER: DS = TRIANGULATION STATION DISK
 FD1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1405
 FD1405  HISTORY     - Date     Condition        Report By
 FD1405  HISTORY     - 1934     MONUMENTED       CGS
 FD1405
 FD1405                          STATION DESCRIPTION
 FD1405
 FD1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1405'ABOUT 1.75 MILES NORTHWEST OF SUMMITVILLE, ABOUT 5.5 MILES
 FD1405'WEST-SOUTWEST OF
 FD1405'MORRISON, ON PROPERTY OWNED BY F C WILSON, AND ON
 FD1405'SOUTHEAST EDGE OF SUMMIT OF PARTLY
 FD1405'CLEARED AND CULTIVATED KNOB ABOUT
 FD1405'0.25 MILE WEST OF WILSONS HOUSE (THE SOUTHEASTERLY OF
 FD1405'TWO SUMMITS OF
 FD1405'SAME ELEVATION).  TO REACH FROM SUMMITVILLE, GO WEST ON COUNTY ROAD
 FD1405'1.1 MILES FROM
 FD1405'WHITE CHURCH AT RAILROAD STATION, TURN NORTH INTO LANE
 FD1405'AT HOME OF G C WILSON, CONTINUE
 FD1405'200 FEET, TAKE DIM WOODS ROAD TO WEST
 FD1405'AND GO 0.3 MILE TO SUMMIT OF HILL.  STATION IS
 FD1405'ABOUT 100 YARDS NORTH
 FD1405'OF SOUTH EDGE OF FIELD AND 300 YARDS NORTHWEST OF ABANDONED
 FD1405'BUILDING.  SURFACE
 FD1405'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1405'CONCRETE.
 FD1405'UPPER MARK IS 1.5 FEET BELOW SURFACE OF
 FD1405'GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1405'STANDARD REFERENCE DISKS IN
 FD1405'CONCRETE. NO 1 IS DOWN SOUTHEAST SLOPE OF HILL, ON
 FD1405'SOUTHEAST EDGE OF FIELD AND NORTHWEST EDGE OF WOODS PATCH, AND 423.44
 FD1405'FEET FROM STATION
 FD1405'S 10 DEG 07 MIN E.  NO 2 IS AT SOUTHWEST
 FD1405'EDGE OF FIELD AND NORTHEAST EDGE OF
 FD1405'WOODS PATCH AND 126.40 FEET FROM
 FD1405'STATION S 49 DEG 53 MIN W.  AZIMUTH MARK IS ON
 FD1405'NORTH SIDE OF
 FD1405'SUMMITVILLE ROAD, ON OUTSIDE OF SHARP CURVE IN ROAD, AT APEX OF
 FD1405'CURVE, BETWEEN
 FD1405'ROAD AND FENCE, 8 FEET NORTHWEST OF CENTER OF ROAD,
 FD1405'AND APPROXIMATELY 0.5 MILE FROM
 FD1405'STATION S 46 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0325 ***********************************************************************
 GA0325  DESIGNATION -  WIMBISH
 GA0325  PID         -  GA0325
 GA0325  STATE/COUNTY-  TN/SULLIVAN
 GA0325  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0325
 GA0325                         *CURRENT SURVEY CONTROL
 GA0325  ___________________________________________________________________
 GA0325* NAD 83(1995)-  36 30 28.93280(N)    082 24 55.60403(W)     ADJUSTED  
 GA0325* NAVD 88     -       588.068  (meters)    1929.35   (feet)  ADJUSTED  
 GA0325  ___________________________________________________________________
 GA0325  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GA0325  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0325  DYNAMIC HT  -         587.529 (meters)    1927.58  (feet)  COMP
 GA0325  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA0325
 GA0325  HORZ ORDER  -  SECOND
 GA0325  VERT ORDER  -  SECOND    CLASS 0
 GA0325
 GA0325.The horizontal coordinates were established by classical geodetic methods
 GA0325.and adjusted by the National Geodetic Survey in April 1999..
 GA0325
 GA0325.The orthometric height was determined by differential leveling
 GA0325.and adjusted by the National Geodetic Survey in June 1991..
 GA0325
 GA0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0325
 GA0325.The geoid height was determined by GEOID03.
 GA0325
 GA0325.The dynamic height is computed by dividing the NAVD 88
 GA0325.geopotential number by the normal gravity value computed on the
 GA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0325.degrees latitude (g = 980.6199 gals.).
 GA0325
 GA0325.The modeled gravity was interpolated from observed gravity values.
 GA0325
 GA0325;                    North         East     Units Scale Factor Converg.
 GA0325;SPC TN       -   247,167.914   921,044.808   MT  1.00001748   +2 05 54.7
 GA0325;SPC TN       -   810,916.73  3,021,794.51   sFT  1.00001748   +2 05 54.7
 GA0325;UTM  17      - 4,041,231.133   373,248.699   MT  0.99979794   -0 50 32.0
 GA0325
 GA0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0325!SPC TN       -   0.99991265  x   1.00001748  =   0.99993012
 GA0325!UTM  17      -   0.99991265  x   0.99979794  =   0.99971060
 GA0325
 GA0325|---------------------------------------------------------------------|
 GA0325| PID    Reference Object                     Distance      Geod. Az  |
 GA0325|                                                           dddmmss.s |
 GA0325| GA0326 WIMBISH RM 1                         15.882 METERS 06912     |
 GA0325| GA0324 WIMBISH RM 2                         22.203 METERS 27203     |
 GA0325| GA0323 WIMBISH AZ MK                                      3054700.3 |
 GA0325|---------------------------------------------------------------------|
 GA0325
 GA0325                          SUPERSEDED SURVEY CONTROL
 GA0325
 GA0325  NAD 83(1995)-  36 30 28.93649(N)    082 24 55.60498(W) AD(       ) 2
 GA0325  NAD 83(1995)-  36 30 28.94716(N)    082 24 55.62483(W) AD(       ) 2
 GA0325  NAD 83(1995)-  36 30 28.94016(N)    082 24 55.60752(W) AD(       ) 2
 GA0325  NAD 83(1986)-  36 30 28.94243(N)    082 24 55.61012(W) AD(       ) 2
 GA0325  NAD 27      -  36 30 28.57242(N)    082 24 56.09156(W) AD(       ) 2
 GA0325  NGVD 29 (??/??/92)  588.208  (m)         1929.81   (f) ADJ UNCH    2 0
 GA0325
 GA0325.Superseded values are not recommended for survey control.
 GA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0325.See file dsdata.txt to determine how the superseded data were derived.
 GA0325
 GA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7324941231(NAD 83)
 GA0325_MARKER: DE = TRAVERSE STATION DISK
 GA0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0325_STAMPING: WIMBISH 1961
 GA0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0325+STABILITY: SURFACE MOTION
 GA0325
 GA0325  HISTORY     - Date     Condition        Report By
 GA0325  HISTORY     - 1961     MONUMENTED       CGS
 GA0325  HISTORY     - 1961     GOOD             CGS
 GA0325
 GA0325                          STATION DESCRIPTION
 GA0325
 GA0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0325'THE STATION IS LOCATED ON THE PROPERTY OF MR. OLIVER WIMBISH, ABOUT 6
 GA0325'MILES EAST OF KINGSPORT,
 GA0325'ABOUT 5 MILES WEST OF BLOUNTVILLE AND ON A HIGH
 GA0325'WOODED HILL.
 GA0325'
 GA0325'TO REACH THE STATION FROM THE POST OFFICE IN COLONIAL HEIGHTS, GO
 GA0325'NORTHERLY ON U.  S.
 GA0325'HIGHWAY 23 FOR 0.35 MILE TO A CAUTION LIGHT AND SIGN,
 GA0325'WARRIORS PATH STATE PARK,
 GA0325'TURN RIGHT ON HARD SURFACE ROAD AND GO 1.6
 GA0325'MILES TO A SIGN, WARRIORS PATH STATE PARK,
 GA0325'AND A SIDE ROAD ON THE
 GA0325'LEFT, TURN LEFT ON HARD SURFACE ROAD AND GO 2.3 MILES TO A
 GA0325'SIDE ROAD ON THE
 GA0325'RIGHT, OLD MILL ROAD, TURN RIGHT AND GO 0.8 MILE TO A T-ROAD,
 GA0325'TURN RIGHT AND GO 0.05
 GA0325'MILE TO A SIDE ROAD ON THE LEFT, OLD CHILDRESS
 GA0325'FERRY ROAD, TURN LEFT AND GO 1.8 MILES TO
 GA0325'A SIDE ROAD ON THE RIGHT
 GA0325'AND THE MAIN ROAD CURVES TO THE LEFT, CONTINUE AROUND CURVE
 GA0325'TO THE LEFT AND
 GA0325'GO 0.25 MILE TO A CHURCH ON THE LEFT, CONTINUE NORTHERLY ON
 GA0325'HARD SURFACE ROAD FOR 2.65
 GA0325'MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GA0325'PROCEED NORTHERLY FOR 0.2 MILE TO A SIDE ROAD
 GA0325'ON THE RIGHT, TURN
 GA0325'RIGHT AND GO 0.1 MILE TO A HOUSE ON THE RIGHT, TURN RIGHT INTO
 GA0325'THE YARD, THEN
 GA0325'SHARP RIGHT KEEPING ON THE NORTHERN SIDE OF HOUSE FOR
 GA0325'ABOUT 15 YARDS TO A FARM
 GA0325'LANE, TURN LEFT AND FOLLOW THE LANE FOR 0.05
 GA0325'MILE TO A WOODEN GATE, PASS THROUGH GATE
 GA0325'AND FOLLOW ALONG RIDGE FOR
 GA0325'0.1 MILE TO THE TIMBER, CONTINUE FOR 0.05 MILE TO THE
 GA0325'HIGHEST PART
 GA0325'AND THE STATION.
 GA0325'
 GA0325'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED WIMBISH 1961,
 GA0325'SET IN A SQUARE CONCRETE
 GA0325'MONUMENT WHICH IS FLUSH.  IT IS 47 FEET EAST OF A
 GA0325'24-INCH WHITE OAK TREE, 11 FEET
 GA0325'NORTH OF A WIRE FENCE AND 2.0 FEET
 GA0325'NORTHEAST OF A WITNESS POST AND SIGN.
 GA0325'
 GA0325'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WIMBISH NO 1 1961,
 GA0325'SET IN A SQUARE CONCRETE
 GA0325'MONUMENT WHICH IS FLUSH.  IT IS 6 FEET NORTH OF A
 GA0325'WIRE FENCE, 2 FEET NORTH OF A
 GA0325'6-INCH TREE AND ABOUT 3 FEET BELOW THE
 GA0325'STATION ELEVATION.
 GA0325'
 GA0325'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WIMBISH NO 2 1961,
 GA0325'SET IN A SQUARE CONCRETE
 GA0325'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 71.7 FEET
 GA0325'WEST OF A WITNESS POST AND SIGN,
 GA0325'41 FEET NORTH OF A 24-INCH WHITE OAK
 GA0325'TREE AND ABOUT 5 FEET BELOW THE STATION ELEVATION.
 GA0325'
 GA0325'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WIMBISH 1961, SET IN A
 GA0325'SQUARE CONCRETE
 GA0325'MONUMENT WHICH IS FLUSH.  IT IS 32 FEET WEST OF A TELEPHONE
 GA0325'POLE, 19 FEET SOUTH OF THE
 GA0325'CENTER OF A HARD SURFACE ROAD, 18 FEET
 GA0325'WEST OF A FENCE CORNER POST, 1.6 FEET EAST OF
 GA0325'A WITNESS POST AND
 GA0325'SIGN, AND 1 FOOT NORTH OF A WIRE FENCE.
 GA0325'
 GA0325'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA0325
 GA0325                          STATION RECOVERY (1961)
 GA0325
 GA0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0325'6.4 MI SW FROM BLOUNTVILLE.
 GA0325'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0325'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST, TURN
 GA0325'LEFT, WEST, AND GO 0.4 MILE TO A Y JUNCTION, TURN LEFT, AND GO
 GA0325'1.9 MILES SOUTHWEST ON A PAVED ROAD TO A SIDE ROAD ON THE LEFT,
 GA0325'TURN LEFT AND GO 0.1 MILE SOUTHEAST TO A HOUSE ON THE RIGHT,
 GA0325'TURN RIGHT INTO THE YARD, THEN SHARP RIGHT KEEPING ON THE NORTHERN
 GA0325'SIDE OF HOUSE FOR ABOUT 15 YARDS TO A FARM LANE, TURN LEFT
 GA0325'AND FOLLOW THE LANE FOR 0.05 MILE TO A WOODEN GATE, PASS THROUGH
 GA0325'GATE AND FOLLOW ALONG RIDGE FOR 0.1 MILE TO THE TIMBER, CONTINUE
 GA0325'FOR 0.05 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 GA0325'THE STATION MARK IS 47 FT. EAST OF A 24-INCH WHITE OAK TREE,
 GA0325'11 FT. NORTH OF A WIRE FENCE AND 2 FT. NORTHEAST OF A WITNESS
 GA0325'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0325'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0323 ***********************************************************************
 GA0323  DESIGNATION -  WIMBISH AZ MK
 GA0323  PID         -  GA0323
 GA0323  STATE/COUNTY-  TN/SULLIVAN
 GA0323  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0323
 GA0323                         *CURRENT SURVEY CONTROL
 GA0323  ___________________________________________________________________
 GA0323* NAD 83(1986)-  36 30 37.     (N)    082 25 09.     (W)     SCALED    
 GA0323* NAVD 88     -       523.488  (meters)    1717.48   (feet)  ADJUSTED  
 GA0323  ___________________________________________________________________
 GA0323  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0323  DYNAMIC HT  -         523.006 (meters)    1715.90  (feet)  COMP
 GA0323  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 GA0323
 GA0323  VERT ORDER  -  SECOND    CLASS 0
 GA0323
 GA0323.The horizontal coordinates were scaled from a topographic map and have
 GA0323.an estimated accuracy of +/- 6 seconds.
 GA0323
 GA0323.The orthometric height was determined by differential leveling
 GA0323.and adjusted by the National Geodetic Survey in June 1991..
 GA0323
 GA0323.The geoid height was determined by GEOID03.
 GA0323
 GA0323.The dynamic height is computed by dividing the NAVD 88
 GA0323.geopotential number by the normal gravity value computed on the
 GA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0323.degrees latitude (g = 980.6199 gals.).
 GA0323
 GA0323.The modeled gravity was interpolated from observed gravity values.
 GA0323
 GA0323;                    North         East    Units  Estimated Accuracy
 GA0323;SPC TN       -   247,400.      920,700.      MT  (+/- 180 meters Scaled)
 GA0323
 GA0323                          SUPERSEDED SURVEY CONTROL
 GA0323
 GA0323  NGVD 29 (??/??/92)  523.624  (m)         1717.92   (f) ADJ UNCH    2 0
 GA0323
 GA0323.Superseded values are not recommended for survey control.
 GA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0323.See file dsdata.txt to determine how the superseded data were derived.
 GA0323
 GA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA729414(NAD 83)
 GA0323_MARKER: DZ = AZIMUTH MARK DISK
 GA0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0323_STAMPING: WIMBISH 1961
 GA0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0323+STABILITY: SURFACE MOTION
 GA0323
 GA0323  HISTORY     - Date     Condition        Report By
 GA0323  HISTORY     - 1961     MONUMENTED       CGS
 GA0323
 GA0323                          STATION DESCRIPTION
 GA0323
 GA0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0323'6.3 MI SW FROM BLOUNTVILLE.
 GA0323'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0323'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST,
 GA0323'TURN LEFT, WEST, AND GO 0.4 MILE TO A Y JUNCTION, TURN LEFT
 GA0323'AND GO 2.1 MILES SOUTHWEST ON A PAVED ROAD.  THE AZIMUTH MARK
 GA0323'IS 0.1 MILE NORTHEAST OF A T JUNCTION OF A GRAVELED ROAD LEADING
 GA0323'NORTHWEST, 32 FT. WEST OF A TELEPHONE POLE, 19 FT. SOUTH OF THE
 GA0323'CENTER OF THE PAVED ROAD, 18 FT. WEST OF A FENCE CORNER POST,
 GA0323'1.6 FT. EAST OF A WITNESS SIGN, AND 1 FT. NORTH OF A WIRE
 GA0323'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GA0323'THE GROUND AND IS ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0326 ***********************************************************************
 GA0326  DESIGNATION -  WIMBISH RM 1
 GA0326  PID         -  GA0326
 GA0326  STATE/COUNTY-  TN/SULLIVAN
 GA0326  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0326
 GA0326                         *CURRENT SURVEY CONTROL
 GA0326  ___________________________________________________________________
 GA0326* NAD 83(1986)-  36 30 28.     (N)    082 24 56.     (W)     SCALED    
 GA0326* NAVD 88     -       584.843  (meters)    1918.77   (feet)  ADJUSTED  
 GA0326  ___________________________________________________________________
 GA0326  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0326  DYNAMIC HT  -         584.307 (meters)    1917.01  (feet)  COMP
 GA0326  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA0326
 GA0326  VERT ORDER  -  SECOND    CLASS 0
 GA0326
 GA0326.The horizontal coordinates were scaled from a topographic map and have
 GA0326.an estimated accuracy of +/- 6 seconds.
 GA0326
 GA0326.The orthometric height was determined by differential leveling
 GA0326.and adjusted by the National Geodetic Survey in June 1991..
 GA0326
 GA0326.The geoid height was determined by GEOID03.
 GA0326
 GA0326.The dynamic height is computed by dividing the NAVD 88
 GA0326.geopotential number by the normal gravity value computed on the
 GA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0326.degrees latitude (g = 980.6199 gals.).
 GA0326
 GA0326.The modeled gravity was interpolated from observed gravity values.
 GA0326
 GA0326;                    North         East    Units  Estimated Accuracy
 GA0326;SPC TN       -   247,140.      921,040.      MT  (+/- 180 meters Scaled)
 GA0326
 GA0326                          SUPERSEDED SURVEY CONTROL
 GA0326
 GA0326  NGVD 29 (??/??/92)  584.982  (m)         1919.23   (f) ADJ UNCH    2 0
 GA0326
 GA0326.Superseded values are not recommended for survey control.
 GA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0326.See file dsdata.txt to determine how the superseded data were derived.
 GA0326
 GA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA732412(NAD 83)
 GA0326_MARKER: DR = REFERENCE MARK DISK
 GA0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0326_STAMPING: WIMBISH NO 1 1961
 GA0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0326+STABILITY: SURFACE MOTION
 GA0326
 GA0326  HISTORY     - Date     Condition        Report By
 GA0326  HISTORY     - 1961     MONUMENTED       CGS
 GA0326
 GA0326                          STATION DESCRIPTION
 GA0326
 GA0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0326'6.4 MI SW FROM BLOUNTVILLE.
 GA0326'THIS MARK IS LOCATED AT THE WIMBISH 1961 STATION SITE, 52.1
 GA0326'FT. EAST OF THE STATION MARK, 6 FT. NORTH OF A WIRE FENCE,
 GA0326'2 FT. NORTH OF A 6-INCH TREE AND ABOUT 3 FT. BELOW THE LEVEL
 GA0326'OF THE STATION.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0326'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0324 ***********************************************************************
 GA0324  DESIGNATION -  WIMBISH RM 2
 GA0324  PID         -  GA0324
 GA0324  STATE/COUNTY-  TN/SULLIVAN
 GA0324  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0324
 GA0324                         *CURRENT SURVEY CONTROL
 GA0324  ___________________________________________________________________
 GA0324* NAD 83(1986)-  36 30 28.     (N)    082 24 56.     (W)     SCALED    
 GA0324* NAVD 88     -       586.801  (meters)    1925.20   (feet)  ADJUSTED  
 GA0324  ___________________________________________________________________
 GA0324  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0324  DYNAMIC HT  -         586.263 (meters)    1923.43  (feet)  COMP
 GA0324  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA0324
 GA0324  VERT ORDER  -  SECOND    CLASS 0
 GA0324
 GA0324.The horizontal coordinates were scaled from a topographic map and have
 GA0324.an estimated accuracy of +/- 6 seconds.
 GA0324
 GA0324.The orthometric height was determined by differential leveling
 GA0324.and adjusted by the National Geodetic Survey in June 1991..
 GA0324
 GA0324.The geoid height was determined by GEOID03.
 GA0324
 GA0324.The dynamic height is computed by dividing the NAVD 88
 GA0324.geopotential number by the normal gravity value computed on the
 GA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0324.degrees latitude (g = 980.6199 gals.).
 GA0324
 GA0324.The modeled gravity was interpolated from observed gravity values.
 GA0324
 GA0324;                    North         East    Units  Estimated Accuracy
 GA0324;SPC TN       -   247,140.      921,040.      MT  (+/- 180 meters Scaled)
 GA0324
 GA0324                          SUPERSEDED SURVEY CONTROL
 GA0324
 GA0324  NGVD 29 (??/??/92)  586.941  (m)         1925.66   (f) ADJ UNCH    2 0
 GA0324
 GA0324.Superseded values are not recommended for survey control.
 GA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0324.See file dsdata.txt to determine how the superseded data were derived.
 GA0324
 GA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA732412(NAD 83)
 GA0324_MARKER: DR = REFERENCE MARK DISK
 GA0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0324_STAMPING: WIMBISH NO 2 1961
 GA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0324+STABILITY: SURFACE MOTION
 GA0324
 GA0324  HISTORY     - Date     Condition        Report By
 GA0324  HISTORY     - 1961     MONUMENTED       CGS
 GA0324
 GA0324                          STATION DESCRIPTION
 GA0324
 GA0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0324'6.4 MI SW FROM BLOUNTVILLE.
 GA0324'THIS MARK IS LOCATED AT THE WIMBISH 1961 STATION SITE, 72.8
 GA0324'FT. WEST OF THE STATION MARK, 71.7 FT. WEST OF A WITNESS
 GA0324'SIGN, 41 FT. NORTH OF A 24-INCH WHITE OAK TREE AND ABOUT 7 FT.
 GA0324'BELOW THE LEVEL OF THE STATION.  THE DISK IS SET IN TOP OF A
 GA0324'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0219 ***********************************************************************
 FD0219  DESIGNATION -  WINCHESTER
 FD0219  PID         -  FD0219
 FD0219  STATE/COUNTY-  TN/FRANKLIN
 FD0219  USGS QUAD   -  WINCHESTER (1971)
 FD0219
 FD0219                         *CURRENT SURVEY CONTROL
 FD0219  ___________________________________________________________________
 FD0219* NAD 83(1995)-  35 10 50.20718(N)    086 06 16.57895(W)     ADJUSTED  
 FD0219* NAVD 88     -       305.523  (meters)    1002.37   (feet)  ADJUSTED  
 FD0219  ___________________________________________________________________
 FD0219  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FD0219  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0219  DYNAMIC HT  -         305.224 (meters)    1001.39  (feet)  COMP
 FD0219  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 FD0219
 FD0219  HORZ ORDER  -  THIRD
 FD0219  VERT ORDER  -  FIRST     CLASS II
 FD0219
 FD0219.The horizontal coordinates were established by classical geodetic methods
 FD0219.and adjusted by the National Geodetic Survey in April 1999..
 FD0219
 FD0219.The orthometric height was determined by differential leveling
 FD0219.and adjusted by the National Geodetic Survey in June 1991..
 FD0219
 FD0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0219
 FD0219.The geoid height was determined by GEOID03.
 FD0219
 FD0219.The dynamic height is computed by dividing the NAVD 88
 FD0219.geopotential number by the normal gravity value computed on the
 FD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0219.degrees latitude (g = 980.6199 gals.).
 FD0219
 FD0219.The modeled gravity was interpolated from observed gravity values.
 FD0219
 FD0219;                    North         East     Units Scale Factor Converg.
 FD0219;SPC TN       -    94,011.491   590,471.685   MT  1.00001297   -0 03 40.5
 FD0219;SPC TN       -   308,436.03  1,937,239.19   sFT  1.00001297   -0 03 40.5
 FD0219;UTM  16      - 3,893,439.721   581,527.435   MT  0.99968191   +0 30 57.3
 FD0219
 FD0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0219!SPC TN       -   0.99995656  x   1.00001297  =   0.99996953
 FD0219!UTM  16      -   0.99995656  x   0.99968191  =   0.99963848
 FD0219
 FD0219|---------------------------------------------------------------------|
 FD0219| PID    Reference Object                     Distance      Geod. Az  |
 FD0219|                                                           dddmmss.s |
 FD0219| FD0220 WINCHESTER RM 1                      40.828 METERS 05305     |
 FD0219| FD1441 WINCHESTER MUNICIPAL TANK           APPROX. 1.1 KM 3035606.6 |
 FD0219| FD0221 WINCHESTER RM 2                      39.411 METERS 32321     |
 FD0219| CG6974 WINCHESTER AZ MK                                   3260649.7 |
 FD0219|---------------------------------------------------------------------|
 FD0219
 FD0219                          SUPERSEDED SURVEY CONTROL
 FD0219
 FD0219  NAD 83(1995)-  35 10 50.20794(N)    086 06 16.57619(W) AD(       ) 3
 FD0219  NAD 83(1995)-  35 10 50.20970(N)    086 06 16.57616(W) AD(       ) 3
 FD0219  NAD 83(1995)-  35 10 50.21938(N)    086 06 16.58153(W) AD(       ) 3
 FD0219  NAD 83(1986)-  35 10 50.22107(N)    086 06 16.57990(W) AD(       ) 3
 FD0219  NAD 27      -  35 10 49.91300(N)    086 06 16.63100(W) AD(       ) 3
 FD0219  NGVD 29 (??/??/92)  305.495  (m)         1002.28   (f) ADJ UNCH    1 2
 FD0219
 FD0219.Superseded values are not recommended for survey control.
 FD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0219.See file dsdata.txt to determine how the superseded data were derived.
 FD0219
 FD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8152793440(NAD 83)
 FD0219_MARKER: DS = TRIANGULATION STATION DISK
 FD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0219_STAMPING: WINCHESTER
 FD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0219+STABILITY: SURFACE MOTION
 FD0219
 FD0219  HISTORY     - Date     Condition        Report By
 FD0219  HISTORY     - 1934     MONUMENTED       CGS
 FD0219  HISTORY     - 1949     GOOD             NGS
 FD0219  HISTORY     - 1965     MARK NOT FOUND   CGS
 FD0219  HISTORY     - 1965     MARK NOT FOUND   NGS
 FD0219  HISTORY     - 19650805 MARK NOT FOUND   CGS
 FD0219
 FD0219                          STATION DESCRIPTION
 FD0219
 FD0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0219'IN WINCHESTER, ABOUT 0.5 MILE SOUTHEAST OF COURTHOUSE, AND ON
 FD0219'PROPERTY OF HARVEY
 FD0219'M TEMPLETON.  TO REACH FROM POST OFFICE, GO SOUTH
 FD0219'ON STREET IN FRONT OF POST OFFICE
 FD0219'0.55 MILE, TURN LEFT AT CROSSROADS,
 FD0219'GO 0.25 MILE, AND TURN LEFT INTO LANE LEADING TO
 FD0219'BARN.  STATION IS AT
 FD0219'END OF LANE, IN PLOWED FIELD ON EAST, 17.6 FEET EAST OF CENTER LINE
 FD0219'OF LANE, 9.7
 FD0219'FEET EAST OF NORTH-SOUTH WIRE FENCE, 8.4 FEET SOUTH OF
 FD0219'EAST-WEST WIRE FENCE, ABOUT 50
 FD0219'FEET SOUTH OF BARN, AND ABOUT 150 FEET
 FD0219'WEST OF LARGE POND.  SURFACE AND UNDERGROUND
 FD0219'MARKS ARE STANDARD DISK
 FD0219'STATION MARKS IN CONCRETE.  REFERENCE AND
 FD0219'AZIMUTH MARKS
 FD0219'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS
 FD0219'ABOUT 10 FEET NORTH OF
 FD0219'WOODEN GATE, IN SAME INCLOSURE AS BARN, ABOUT
 FD0219'2 FEET WEST OF NORTH-SOUTH WIRE FENCE,
 FD0219'AND 133.95 FEET FROM STATION
 FD0219'N 53 DEG 05 MIN E.  NO 2 IS IN SAME INCLOSURE AS
 FD0219'BARN, ABOUT 30
 FD0219'FEET WEST OF NORTHWEST CORNER OF BARN, 1 FOOT EAST OF WIRE FENCE,
 FD0219'AND 129.30 FEET FROM
 FD0219'STATION N 36 DEG 49 MIN W.  AZIMUTH MARK
 FD0219'IS 2 FEET FROM FENCE, AT WEST EDGE OF
 FD0219'FIELD ADJOINING LARGE HOUSE
 FD0219'WHICH IS EAST OF AND ACROSS STREET FROM SCHOOL, 23.7
 FD0219'FEET SOUTH OF
 FD0219'CENTER LINE OF ROUTE 64, 8.2 FEET SOUTH OF CENTER OF DRAINAGE DITCH,
 FD0219'AND 0.6 MILE FROM
 FD0219'STATION N 33 DEG 53 MIN W.
 FD0219'FOLLOWING DISTANCES AND BEARINGS ARE
 FD0219'FROM STATION- WINCHESTER, BLACK
 FD0219'WATER TANK, 0.5 MILE, S 81 DEG 48 MIN W, AND
 FD0219'WINCHESTER, MUNICIPAL
 FD0219'WATER TANK (ALUMINUM), BALL ON TOP, 0.7 MILE, N 56 DEG 03 MIN E.
 FD0219
 FD0219                          STATION RECOVERY (1949)
 FD0219
 FD0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0219'1 MI SE FROM WINCHESTER.
 FD0219'0.55 MILE SOUTH ALONG HIGH STREET FROM THE POST OFFICE AT
 FD0219'WINCHESTER, THENCE ABOUT 0.3 MILE EAST ALONG 15TH AVENUE, THENCE
 FD0219'ABOUT 0.1 MILE NORTH ALONG A GRAVEL STREET TO THE TOP OF A
 FD0219'LOW HILL, AT A LONE HOUSE BUILT OF NATURAL ROCK, IN THE ROAD
 FD0219'BED OF NEW ROAD, 134 FEET SOUTHWEST OF R.M. NO. 1, 129.3 FEET
 FD0219'SOUTHEAST OF R.M. NO. 2, 101 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FD0219'CORNER OF THE ROCK HOUSE, 4 1/2 FEET NORTHEAST OF THE CENTER
 FD0219'LINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FD0219'12 INCHES BELOW THE SURFACE OF THE GROUND.
 FD0219
 FD0219                          STATION RECOVERY (1965)
 FD0219
 FD0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FD0219'MARK NOT FOUND.
 FD0219
 FD0219                          STATION RECOVERY (1965)
 FD0219
 FD0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FD0219'MARK NOT FOUND.
 FD0219
 FD0219                          STATION RECOVERY (1965)
 FD0219
 FD0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NJF)
 FD0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0497 ***********************************************************************
 FF0497  DESIGNATION -  WINCHESTER
 FF0497  PID         -  FF0497
 FF0497  STATE/COUNTY-  TN/SHELBY
 FF0497  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0497
 FF0497                         *CURRENT SURVEY CONTROL
 FF0497  ___________________________________________________________________
 FF0497* NAD 83(1995)-  35 09 09.01424(N)    090 02 13.86635(W)     ADJUSTED  
 FF0497* NAVD 88     -        75.726  (meters)     248.44   (feet)  ADJUSTED  
 FF0497  ___________________________________________________________________
 FF0497  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FF0497  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0497  DYNAMIC HT  -          75.657 (meters)     248.22  (feet)  COMP
 FF0497  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FF0497
 FF0497  HORZ ORDER  -  SECOND
 FF0497  VERT ORDER  -  FIRST     CLASS I
 FF0497
 FF0497.The horizontal coordinates were established by classical geodetic methods
 FF0497.and adjusted by the National Geodetic Survey in April 1999..
 FF0497
 FF0497.The orthometric height was determined by differential leveling
 FF0497.and adjusted by the National Geodetic Survey in June 1991..
 FF0497
 FF0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0497
 FF0497.The geoid height was determined by GEOID03.
 FF0497
 FF0497.The dynamic height is computed by dividing the NAVD 88
 FF0497.geopotential number by the normal gravity value computed on the
 FF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0497.degrees latitude (g = 980.6199 gals.).
 FF0497
 FF0497.The modeled gravity was interpolated from observed gravity values.
 FF0497
 FF0497;                    North         East     Units Scale Factor Converg.
 FF0497;SPC TN       -    98,474.290   232,235.321   MT  1.00001864   -2 21 48.7
 FF0497;SPC TN       -   323,077.73    761,925.38   sFT  1.00001864   -2 21 48.7
 FF0497;SPC AR N     -    92,662.578   578,830.442   MT  0.99996414   +1 08 31.8
 FF0497;SPC AR N     -   304,010.47  1,899,046.21   sFT  0.99996414   +1 08 31.8
 FF0497;UTM  15      - 3,893,975.337   769,900.054   MT  1.00049787   +1 42 24.8
 FF0497;UTM  16      - 3,894,179.826   223,323.004   MT  1.00054353   -1 44 59.2
 FF0497
 FF0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0497!SPC TN       -   0.99999240  x   1.00001864  =   1.00001104
 FF0497!SPC AR N     -   0.99999240  x   0.99996414  =   0.99995654
 FF0497!UTM  15      -   0.99999240  x   1.00049787  =   1.00049026
 FF0497!UTM  16      -   0.99999240  x   1.00054353  =   1.00053592
 FF0497
 FF0497|---------------------------------------------------------------------|
 FF0497| PID    Reference Object                     Distance      Geod. Az  |
 FF0497|                                                           dddmmss.s |
 FF0497| FF0498 WINCHESTER RM 1                      31.166 METERS 05555     |
 FF0497| CI4949 WINCHESTER AZ MK                                   0882926.6 |
 FF0497| FF1976 SEARS                               APPROX. 2.2 KM 0893748.3 |
 FF0497| FF0496 WINCHESTER RM 2                      26.262 METERS 17405     |
 FF0497|---------------------------------------------------------------------|
 FF0497
 FF0497                          SUPERSEDED SURVEY CONTROL
 FF0497
 FF0497  NAD 83(1995)-  35 09 09.01655(N)    090 02 13.86588(W) AD(       ) 2
 FF0497  NAD 83(1995)-  35 09 09.01990(N)    090 02 13.86561(W) AD(       ) 2
 FF0497  NAD 83(1986)-  35 09 09.02456(N)    090 02 13.86757(W) AD(       ) 2
 FF0497  NAD 27      -  35 09 08.70030(N)    090 02 13.53830(W) AD(       ) 2
 FF0497  NGVD 29 (??/??/??)   75.686  (m)          248.31   (f) ADJUSTED    1 1
 FF0497
 FF0497.Superseded values are not recommended for survey control.
 FF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0497.See file dsdata.txt to determine how the superseded data were derived.
 FF0497
 FF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6990093975(NAD 83)
 FF0497_MARKER: DS = TRIANGULATION STATION DISK
 FF0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0497_STAMPING: WINCHESTER 1959
 FF0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0497+STABILITY: SURFACE MOTION
 FF0497
 FF0497  HISTORY     - Date     Condition        Report By
 FF0497  HISTORY     - 1959     MONUMENTED       CGS
 FF0497  HISTORY     - 1974     GOOD             NGS
 FF0497  HISTORY     - 1974     GOOD             NGS
 FF0497  HISTORY     - 1976     GOOD             NGS
 FF0497  HISTORY     - 20021024 MARK NOT FOUND   USACE
 FF0497
 FF0497                          STATION DESCRIPTION
 FF0497
 FF0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0497'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF DOWNTOWN
 FF0497'MEMPHIS AND IN THE NORTHEAST CORNER OF WINCHESTER PARK,
 FF0497'42 FEET SOUTH OF EAST-WEST PARK FENCE AND 33 FEET EAST OF
 FF0497'NORTH-SOUTH PARK FENCE.  THE MARK IS A STANDARD TRAVERSE
 FF0497'DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN UNDERGROUND
 FF0497'MARK.  IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 FF0497'IS STAMPED WINCHESTER 1959.
 FF0497'
 FF0497'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON AVE.
 FF0497'AND HIGH ST., GO SOUTH ON HIGH ST. FOR 0.1 MILE TO THE NORTH
 FF0497'EDGE OF WINCHESTER PARK AND THE STATION ON THE LEFT AS DESCRIBED.
 FF0497'
 FF0497'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF EAST-WEST PARK FENCE.
 FF0497'THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 FF0497'STAMPED WINCHESTER NO 1 1959.
 FF0497'
 FF0497'REFERENCE MARK NO. 2 IS 33 FEET EAST OF NORTH-SOUTH PARK
 FF0497'FENCE.  THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE
 FF0497'AND IS STAMPED WINCHESTER NO 2 1959.
 FF0497'
 FF0497'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 162.00 FEET.
 FF0497'
 FF0497'THE AZIMUTH MARK IS 87 FEET WEST OF NORTH-SOUTH PARK FENCE
 FF0497'AND 42 FEET NORTH OF AN OVAL WADING POOL.  THE MARK IS SET
 FF0497'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED WINCHESTER
 FF0497'1959.
 FF0497'
 FF0497'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS
 FF0497'PARK FOR 0.1 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FF0497'
 FF0497'HEIGHT OF LIGHT ABOVE STATION MARK 22.10 METERS.
 FF0497
 FF0497                          STATION RECOVERY (1974)
 FF0497
 FF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0497'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 FF0497'AND LEVELED OVER IN 1974.
 FF0497'
 FF0497'TO REACH FROM THE NASHVILLE AND LOUISVILLE RAILROAD OVERPASS
 FF0497'GO 0.1 MILE SOUTH ALONG MANASSAS STREET, THENCE 0.15 MILE
 FF0497'WEST ALONG LANE AVENUE, THE STATION IS A C AND GS TRIANGULATION
 FF0497'STATION DISK, STAMPED WINCHESTER 1959 IN THE NORTHWEST CORNER OF
 FF0497'WINCHESTER PARK, 72 FEET EAST OF THE CENTERLINE OF HIGH STREET,
 FF0497'43 FEET EAST OF A CHAIN LINK FENCE WHICH IS ON THE WEST SIDE OF
 FF0497'THE PARK, 51.3 FEET SOUTHWEST OF A 30-INCH ELM TREE, IN THE TOP
 FF0497'OF A CONCRETE POST.
 FF0497'
 FF0497'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED WINCHESTER NO 1
 FF0497'1959.  102.3 FEET NORTHEAST OF THE STATION, IN THE TOP OF A
 FF0497'CONCRETE POST.  R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED
 FF0497'WINCHESTER NO 2 1959.  86.2 FEET SOUTH OF THE STATION, IN THE
 FF0497'TOP OF A CONCRETE POST.
 FF0497'
 FF0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0497'IN CENTRAL WEST MEMPHIS.
 FF0497
 FF0497                          STATION RECOVERY (1974)
 FF0497
 FF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0497'IN MEMPHIS.
 FF0497'IN WEST CENTRAL MEMPHIS, 0.1 MILE SOUTH ALONG NORTH MANASSAS STREET
 FF0497'FROM THE LOUISVILLE AND NASHVILLE RAILROAD OVERPASS, THENCE 0.15
 FF0497'MILE WEST ALONG LANE AVENUE, IN THE NORTHWEST CORNER OF WINCHESTER
 FF0497'PARK, 308.5 FEET WEST OF THE NORTHWEST CORNER OF BRICK BATH HOUSE,
 FF0497'72 FEET EAST OF THE CENTER LINE OF HIGH STREET, 52.5 FEET SOUTHEAST
 FF0497'OF THE NORTHWEST CORNER POST IN CHAIN LINK FENCE, 41.8 FEET SOUTH
 FF0497'OF THE NORTH CHAIN LINK FENCE, 43 FEET EAST OF CHAIN LINK FENCE ON
 FF0497'WEST SIDE OF PARK, 51.3 FEET SOUTHWEST OF A 30-INCH ELM TREE, 102.3
 FF0497'FEET SOUTHWEST OF WINCHESTER RM 1, 86.2 FEET NORTH OF WINCHESTER
 FF0497'RM 2, AND SET IN THE TOP OF A CONCRETE POST.
 FF0497
 FF0497                          STATION RECOVERY (1976)
 FF0497
 FF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0497'RECOVERED IN GOOD CONDITION.
 FF0497
 FF0497                          STATION RECOVERY (2002)
 FF0497
 FF0497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3820 ***********************************************************************
 DH3820  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3820  DESIGNATION -  WINCHESTER COOP CORS ARP
 DH3820  CORS_ID     -  WINU
 DH3820  PID         -  DH3820
 DH3820  STATE/COUNTY-  TN/FRANKLIN
 DH3820  USGS QUAD   -  WINCHESTER (1971)
 DH3820
 DH3820                         *CURRENT SURVEY CONTROL
 DH3820  ___________________________________________________________________
 DH3820* NAD 83(CORS)-  35 11 09.03022(N)    086 06 52.40488(W)     ADJUSTED  
 DH3820* NAVD 88     -                                                        
 DH3820  ___________________________________________________________________
 DH3820  EPOCH DATE  -        2002.00
 DH3820  X           -     353,635.302 (meters)                     COMP
 DH3820  Y           -  -5,206,804.196 (meters)                     COMP
 DH3820  Z           -   3,654,895.954 (meters)                     COMP
 DH3820  ELLIP HEIGHT-         276.31  (meters)          (06/??/05) GPS OBS
 DH3820  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DH3820
 DH3820  HORZ ORDER  -  SPECIAL (CORS)
 DH3820  ELLP ORDER  -  SPECIAL (CORS)
 DH3820
 DH3820.ITRF positions are available for this station.
 DH3820.The coordinates were established by GPS observations
 DH3820.and adjusted by the National Geodetic Survey in June 2005..
 DH3820.The coordinates are valid at the epoch date displayed above.
 DH3820.The epoch date for horizontal control is a decimal equivalence
 DH3820.of Year/Month/Day.
 DH3820
 DH3820
 DH3820.The PID for the CORS L1 Phase Center is DH3821.
 DH3820
 DH3820.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3820
 DH3820.The ellipsoidal height was determined by GPS observations
 DH3820.and is referenced to NAD 83.
 DH3820
 DH3820.The geoid height was determined by GEOID03.
 DH3820
 DH3820;                    North         East     Units Scale Factor Converg.
 DH3820;SPC TN       -    94,592.597   589,565.886   MT  1.00001194   -0 04 01.4
 DH3820;SPC TN       -   310,342.55  1,934,267.41   sFT  1.00001194   -0 04 01.4
 DH3820
 DH3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3820!SPC TN       -   0.99995663  x   1.00001194  =   0.99996857
 DH3820
 DH3820                          SUPERSEDED SURVEY CONTROL
 DH3820
 DH3820.No superseded survey control is available for this station.
 DH3820
 DH3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8061694011(NAD 83)
 DH3820_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3820
 DH3820                          STATION DESCRIPTION
 DH3820
 DH3820'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3820'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3820'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3820'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3820'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3820'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3821 ***********************************************************************
 DH3821  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3821  DESIGNATION -  WINCHESTER COOP CORS L1 PHASE CENTER
 DH3821  CORS_ID     -  WINU
 DH3821  PID         -  DH3821
 DH3821  STATE/COUNTY-  TN/FRANKLIN
 DH3821  USGS QUAD   -  WINCHESTER (1971)
 DH3821
 DH3821                         *CURRENT SURVEY CONTROL
 DH3821  ___________________________________________________________________
 DH3821* NAD 83(CORS)-  35 11 09.03030(N)    086 06 52.40483(W)     ADJUSTED  
 DH3821* NAVD 88     -                                                        
 DH3821  ___________________________________________________________________
 DH3821  EPOCH DATE  -        2002.00
 DH3821  X           -     353,635.309 (meters)                     COMP
 DH3821  Y           -  -5,206,804.284 (meters)                     COMP
 DH3821  Z           -   3,654,896.019 (meters)                     COMP
 DH3821  ELLIP HEIGHT-         276.42  (meters)          (06/??/05) GPS OBS
 DH3821  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DH3821
 DH3821  HORZ ORDER  -  SPECIAL (CORS)
 DH3821  ELLP ORDER  -  SPECIAL (CORS)
 DH3821
 DH3821.ITRF positions are available for this station.
 DH3821.The coordinates were established by GPS observations
 DH3821.and adjusted by the National Geodetic Survey in June 2005..
 DH3821.The coordinates are valid at the epoch date displayed above.
 DH3821.The epoch date for horizontal control is a decimal equivalence
 DH3821.of Year/Month/Day.
 DH3821
 DH3821
 DH3821.The PID for the CORS ARP is DH3820.
 DH3821
 DH3821.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3821
 DH3821.The ellipsoidal height was determined by GPS observations
 DH3821.and is referenced to NAD 83.
 DH3821
 DH3821.The geoid height was determined by GEOID03.
 DH3821
 DH3821;                    North         East     Units Scale Factor Converg.
 DH3821;SPC TN       -    94,592.600   589,565.888   MT  1.00001194   -0 04 01.4
 DH3821;SPC TN       -   310,342.56  1,934,267.42   sFT  1.00001194   -0 04 01.4
 DH3821
 DH3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3821!SPC TN       -   0.99995661  x   1.00001194  =   0.99996855
 DH3821
 DH3821                          SUPERSEDED SURVEY CONTROL
 DH3821
 DH3821.No superseded survey control is available for this station.
 DH3821
 DH3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8061694011(NAD 83)
 DH3821_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3821
 DH3821                          STATION DESCRIPTION
 DH3821
 DH3821'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3821'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3821'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3821'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3821'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3821'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1441 ***********************************************************************
 FD1441  DESIGNATION -  WINCHESTER MUNICIPAL TANK
 FD1441  PID         -  FD1441
 FD1441  STATE/COUNTY-  TN/FRANKLIN
 FD1441  USGS QUAD   -  WINCHESTER (1971)
 FD1441
 FD1441                         *CURRENT SURVEY CONTROL
 FD1441  ___________________________________________________________________
 FD1441* NAD 83(1995)-  35 11 09.54089(N)    086 06 51.58114(W)     ADJUSTED  
 FD1441* NAVD 88     -                                                        
 FD1441  ___________________________________________________________________
 FD1441  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FD1441  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD1441
 FD1441  HORZ ORDER  -  THIRD
 FD1441
 FD1441.The horizontal coordinates were established by classical geodetic methods
 FD1441.and adjusted by the National Geodetic Survey in April 1999..
 FD1441
 FD1441
 FD1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1441
 FD1441.The geoid height was determined by GEOID03.
 FD1441
 FD1441;                    North         East     Units Scale Factor Converg.
 FD1441;SPC TN       -    94,608.311   589,586.746   MT  1.00001191   -0 04 01.0
 FD1441;SPC TN       -   310,394.10  1,934,335.85   sFT  1.00001191   -0 04 01.0
 FD1441;UTM  16      - 3,894,027.400   580,636.823   MT  0.99968013   +0 30 37.4
 FD1441
 FD1441                          SUPERSEDED SURVEY CONTROL
 FD1441
 FD1441  NAD 83(1995)-  35 11 09.54285(N)    086 06 51.58036(W) AD(       ) 4
 FD1441  NAD 83(1995)-  35 11 09.54428(N)    086 06 51.57986(W) AD(       ) 4
 FD1441  NAD 83(1995)-  35 11 09.55184(N)    086 06 51.58160(W) AD(       ) 4
 FD1441  NAD 83(1986)-  35 11 09.55388(N)    086 06 51.58038(W) AD(       ) 4
 FD1441  NAD 27      -  35 11 09.24800(N)    086 06 51.63400(W) AD(       ) 3
 FD1441
 FD1441.Superseded values are not recommended for survey control.
 FD1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1441.See file dsdata.txt to determine how the superseded data were derived.
 FD1441
 FD1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8063794027(NAD 83)
 FD1441_MARKER: 51 = TANK
 FD1441
 FD1441  HISTORY     - Date     Condition        Report By
 FD1441  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1441
 FD1441                          STATION DESCRIPTION
 FD1441
 FD1441'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0220 ***********************************************************************
 FD0220  DESIGNATION -  WINCHESTER RM 1
 FD0220  PID         -  FD0220
 FD0220  STATE/COUNTY-  TN/FRANKLIN
 FD0220  USGS QUAD   -  WINCHESTER (1971)
 FD0220
 FD0220                         *CURRENT SURVEY CONTROL
 FD0220  ___________________________________________________________________
 FD0220* NAD 83(1986)-  35 10 49.     (N)    086 06 16.     (W)     SCALED    
 FD0220* NAVD 88     -       303.861  (meters)     996.92   (feet)  ADJUSTED  
 FD0220  ___________________________________________________________________
 FD0220  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0220  DYNAMIC HT  -         303.563 (meters)     995.94  (feet)  COMP
 FD0220  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 FD0220
 FD0220  VERT ORDER  -  FIRST     CLASS II
 FD0220
 FD0220.The horizontal coordinates were scaled from a topographic map and have
 FD0220.an estimated accuracy of +/- 6 seconds.
 FD0220
 FD0220.The orthometric height was determined by differential leveling
 FD0220.and adjusted by the National Geodetic Survey in June 1991..
 FD0220
 FD0220.The geoid height was determined by GEOID03.
 FD0220
 FD0220.The dynamic height is computed by dividing the NAVD 88
 FD0220.geopotential number by the normal gravity value computed on the
 FD0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0220.degrees latitude (g = 980.6199 gals.).
 FD0220
 FD0220.The modeled gravity was interpolated from observed gravity values.
 FD0220
 FD0220;                    North         East    Units  Estimated Accuracy
 FD0220;SPC TN       -    93,970.      590,490.      MT  (+/- 180 meters Scaled)
 FD0220
 FD0220                          SUPERSEDED SURVEY CONTROL
 FD0220
 FD0220  NGVD 29 (??/??/92)  303.833  (m)          996.83   (f) ADJ UNCH    1 2
 FD0220
 FD0220.Superseded values are not recommended for survey control.
 FD0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0220.See file dsdata.txt to determine how the superseded data were derived.
 FD0220
 FD0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED815934(NAD 83)
 FD0220_MARKER: DS = TRIANGULATION STATION DISK
 FD0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0220_STAMPING: WINCHESTER NO 1 1934
 FD0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0220+STABILITY: SURFACE MOTION
 FD0220
 FD0220  HISTORY     - Date     Condition        Report By
 FD0220  HISTORY     - 1934     MONUMENTED       CGS
 FD0220  HISTORY     - 1965     GOOD             CGS
 FD0220  HISTORY     - 1965     GOOD             NGS
 FD0220
 FD0220                          STATION DESCRIPTION
 FD0220
 FD0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FD0220'RECOVERED IN GOOD CONDITION.
 FD0220
 FD0220                          STATION RECOVERY (1965)
 FD0220
 FD0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FD0220'1 MI SE FROM WINCHESTER.
 FD0220'0.55 MILE SOUTH ALONG HIGH STREET FROM THE POST OFFICE IN
 FD0220'WINCHESTER, THENCE 0.3 MILE EAST ALONG 15TH AVENUE, THENCE
 FD0220'NORTH ON CUMBERLAND DRIVE FOR 0.1 MILE TO THE HOME OF MR. TINY
 FD0220'GRANT OF 703 CUMBERLAND DRIVE.  THE MARK IS LOCATED AT THE
 FD0220'EAST EDGE OF MR. GRANTS BACK YARD, 77 FEET EAST-SOUTHEAST OF
 FD0220'THE NORTHEAST CORNER OF A BRICK HOUSE, 77 FEET EAST-NORTHEAST
 FD0220'OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 53 FEET SOUTH OF A
 FD0220'20-INCH MAPLE TREE, 28 FEET SOUTH OF A 16-INCH FORKED TRUNKED
 FD0220'WILD CHERRY TREE, 25 FEET NORTH OF A HEDGE, 18 FEET WEST OF THE
 FD0220'APPROXIMATE CENTER OF A DRIVEWAY, AND 15 FEET NORTH OF THE
 FD0220'APPROXIMATE CENTER OF A DRIVEWAY.  A STANDARD REFERENCE MARK DISK
 FD0220'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD0220'PROJECTS 5 INCHES AND THE DISK IS STAMPED WINCHESTER NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0498 ***********************************************************************
 FF0498  DESIGNATION -  WINCHESTER RM 1
 FF0498  PID         -  FF0498
 FF0498  STATE/COUNTY-  TN/SHELBY
 FF0498  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0498
 FF0498                         *CURRENT SURVEY CONTROL
 FF0498  ___________________________________________________________________
 FF0498* NAD 83(1986)-  35 09 09.     (N)    090 02 13.     (W)     SCALED    
 FF0498* NAVD 88     -        75.713  (meters)     248.40   (feet)  ADJUSTED  
 FF0498  ___________________________________________________________________
 FF0498  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0498  DYNAMIC HT  -          75.645 (meters)     248.18  (feet)  COMP
 FF0498  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FF0498
 FF0498  VERT ORDER  -  FIRST     CLASS I
 FF0498
 FF0498.The horizontal coordinates were scaled from a topographic map and have
 FF0498.an estimated accuracy of +/- 6 seconds.
 FF0498
 FF0498.The orthometric height was determined by differential leveling
 FF0498.and adjusted by the National Geodetic Survey in June 1991..
 FF0498
 FF0498.The geoid height was determined by GEOID03.
 FF0498
 FF0498.The dynamic height is computed by dividing the NAVD 88
 FF0498.geopotential number by the normal gravity value computed on the
 FF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0498.degrees latitude (g = 980.6199 gals.).
 FF0498
 FF0498.The modeled gravity was interpolated from observed gravity values.
 FF0498
 FF0498;                    North         East    Units  Estimated Accuracy
 FF0498;SPC TN       -    98,470.      232,260.      MT  (+/- 180 meters Scaled)
 FF0498
 FF0498                          SUPERSEDED SURVEY CONTROL
 FF0498
 FF0498  NGVD 29 (??/??/??)   75.674  (m)          248.27   (f) ADJUSTED    1 1
 FF0498
 FF0498.Superseded values are not recommended for survey control.
 FF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0498.See file dsdata.txt to determine how the superseded data were derived.
 FF0498
 FF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU699939(NAD 83)
 FF0498_MARKER: DR = REFERENCE MARK DISK
 FF0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0498_STAMPING: WINCHESTER NO 1 1959
 FF0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0498+STABILITY: SURFACE MOTION
 FF0498
 FF0498  HISTORY     - Date     Condition        Report By
 FF0498  HISTORY     - 1959     MONUMENTED       CGS
 FF0498  HISTORY     - 1974     GOOD             NGS
 FF0498  HISTORY     - 1976     GOOD             NGS
 FF0498
 FF0498                          STATION DESCRIPTION
 FF0498
 FF0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0498'IN MEMPHIS.
 FF0498'IN WEST CENTRAL MEMPHIS, 0.1 MILE SOUTH ALONG NORTH MANASSAS STREET
 FF0498'FROM THE LOUISVILLE AND NASHVILLE RAILROAD OVERPASS, THENCE 0.15
 FF0498'MILE WEST ALONG LANE AVENUE, IN THE NORTHWEST PART OF WINCHESTER
 FF0498'PARK, 223 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRICK
 FF0498'BATH HOUSE, 136.5 FEET EAST OF THE NORTHWEST PIPE CORNER POST OF
 FF0498'CHAIN LINK FENCE, 102.3 FEET NORTHEAST OF WINCHESTER 1959
 FF0498'TRIANGULATION STATION, 5 FEET SOUTH OF A CHAIN LINK FENCE AND IN
 FF0498'THE TOP OF A CONCRETE POST 1-INCH BELOW GROUND.
 FF0498
 FF0498                          STATION RECOVERY (1976)
 FF0498
 FF0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0221 ***********************************************************************
 FD0221  DESIGNATION -  WINCHESTER RM 2
 FD0221  PID         -  FD0221
 FD0221  STATE/COUNTY-  TN/FRANKLIN
 FD0221  USGS QUAD   -  WINCHESTER (1971)
 FD0221
 FD0221                         *CURRENT SURVEY CONTROL
 FD0221  ___________________________________________________________________
 FD0221* NAD 83(1986)-  35 10 49.     (N)    086 06 16.     (W)     SCALED    
 FD0221* NAVD 88     -       304.226  (meters)     998.11   (feet)  ADJUSTED  
 FD0221  ___________________________________________________________________
 FD0221  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0221  DYNAMIC HT  -         303.928 (meters)     997.14  (feet)  COMP
 FD0221  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 FD0221
 FD0221  VERT ORDER  -  FIRST     CLASS II
 FD0221
 FD0221.The horizontal coordinates were scaled from a topographic map and have
 FD0221.an estimated accuracy of +/- 6 seconds.
 FD0221
 FD0221.The orthometric height was determined by differential leveling
 FD0221.and adjusted by the National Geodetic Survey in June 1991..
 FD0221
 FD0221.The geoid height was determined by GEOID03.
 FD0221
 FD0221.The dynamic height is computed by dividing the NAVD 88
 FD0221.geopotential number by the normal gravity value computed on the
 FD0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0221.degrees latitude (g = 980.6199 gals.).
 FD0221
 FD0221.The modeled gravity was interpolated from observed gravity values.
 FD0221
 FD0221;                    North         East    Units  Estimated Accuracy
 FD0221;SPC TN       -    93,970.      590,490.      MT  (+/- 180 meters Scaled)
 FD0221
 FD0221                          SUPERSEDED SURVEY CONTROL
 FD0221
 FD0221  NGVD 29 (??/??/92)  304.198  (m)          998.02   (f) ADJ UNCH    1 2
 FD0221
 FD0221.Superseded values are not recommended for survey control.
 FD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0221.See file dsdata.txt to determine how the superseded data were derived.
 FD0221
 FD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED815934(NAD 83)
 FD0221_MARKER: DR = REFERENCE MARK DISK
 FD0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0221_STAMPING: WINCHESTER NO 2 1934
 FD0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0221+STABILITY: SURFACE MOTION
 FD0221
 FD0221  HISTORY     - Date     Condition        Report By
 FD0221  HISTORY     - 1934     MONUMENTED       CGS
 FD0221  HISTORY     - 1949     GOOD             NGS
 FD0221  HISTORY     - 1965     MARK NOT FOUND   CGS
 FD0221  HISTORY     - 1965     MARK NOT FOUND   NGS
 FD0221
 FD0221                          STATION DESCRIPTION
 FD0221
 FD0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0221'1 MI SE FROM WINCHESTER.
 FD0221'0.55 MILE SOUTH ALONG HIGH STREET FROM THE POST OFFICE AT
 FD0221'WINCHESTER, THENCE ABOUT 0.3 MILE EAST ALONG 15TH AVENUE, THENCE
 FD0221'ABOUT 0.1 MILE NORTH ALONG A GRAVEL STREET TO THE TOP OF A LOW
 FD0221'HILL AND A LONE HOUSE BUILT OF NATURAL ROCK, 186 FEET WEST AND
 FD0221'ACROSS THE ROAD FROM R.M. NO. 1, 129.3 FEET NORTHWEST OF THE
 FD0221'STATION MARK, 26 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FD0221'ROCK HOUSE, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 FD0221'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET BELOW
 FD0221'THE STATION MARK, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE
 FD0221'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD0221
 FD0221                          STATION RECOVERY (1965)
 FD0221
 FD0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FD0221'MARK NOT FOUND.
 FD0221
 FD0221                          STATION RECOVERY (1965)
 FD0221
 FD0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FD0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0496 ***********************************************************************
 FF0496  DESIGNATION -  WINCHESTER RM 2
 FF0496  PID         -  FF0496
 FF0496  STATE/COUNTY-  TN/SHELBY
 FF0496  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0496
 FF0496                         *CURRENT SURVEY CONTROL
 FF0496  ___________________________________________________________________
 FF0496* NAD 83(1986)-  35 09 08.     (N)    090 02 13.     (W)     SCALED    
 FF0496* NAVD 88     -        74.824  (meters)     245.49   (feet)  ADJUSTED  
 FF0496  ___________________________________________________________________
 FF0496  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0496  DYNAMIC HT  -          74.756 (meters)     245.26  (feet)  COMP
 FF0496  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FF0496
 FF0496  VERT ORDER  -  FIRST     CLASS I
 FF0496
 FF0496.The horizontal coordinates were scaled from a topographic map and have
 FF0496.an estimated accuracy of +/- 6 seconds.
 FF0496
 FF0496.The orthometric height was determined by differential leveling
 FF0496.and adjusted by the National Geodetic Survey in June 1991..
 FF0496.WARNING-Repeat measurements at this control monument indicate possible
 FF0496.vertical movement.
 FF0496
 FF0496.The geoid height was determined by GEOID03.
 FF0496
 FF0496.The dynamic height is computed by dividing the NAVD 88
 FF0496.geopotential number by the normal gravity value computed on the
 FF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0496.degrees latitude (g = 980.6199 gals.).
 FF0496
 FF0496.The modeled gravity was interpolated from observed gravity values.
 FF0496
 FF0496;                    North         East    Units  Estimated Accuracy
 FF0496;SPC TN       -    98,440.      232,260.      MT  (+/- 180 meters Scaled)
 FF0496
 FF0496                          SUPERSEDED SURVEY CONTROL
 FF0496
 FF0496  NGVD 29 (??/??/??)   74.784  (m)          245.35   (f) ADJUSTED    1 1
 FF0496
 FF0496.Superseded values are not recommended for survey control.
 FF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0496.See file dsdata.txt to determine how the superseded data were derived.
 FF0496
 FF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU699939(NAD 83)
 FF0496_MARKER: DR = REFERENCE MARK DISK
 FF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0496_STAMPING: WINCHESTER NO 2 1959
 FF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0496+STABILITY: SURFACE MOTION
 FF0496
 FF0496  HISTORY     - Date     Condition        Report By
 FF0496  HISTORY     - 1959     MONUMENTED       CGS
 FF0496  HISTORY     - 1974     GOOD             NGS
 FF0496  HISTORY     - 1976     GOOD             NGS
 FF0496
 FF0496                          STATION DESCRIPTION
 FF0496
 FF0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0496'IN MEMPHIS.
 FF0496'IN WEST CENTRAL MEMPHIS, 0.1 MILE SOUTH ALONG NORTH MANASSAS
 FF0496'STREET FROM THE LOUISVILLE AND NASHVILLE RAILROAD OVERPASS, THENCE
 FF0496'0.15 MILE WEST ALONG LANE AVENUE IN THE WEST PART OF WINCHESTER
 FF0496'PARK, 218.8 FEET NORTH OF THE CENTER LINE OF LANE AVENUE, 197.3
 FF0496'FEET NORTH OF A CHAIN LINK FENCE (ON SOUTH SIDE OF PARK), 32.8
 FF0496'FEET EAST OF CHAIN LINK FENCE, 86.2 FEET SOUTH OF WINCHESTER 1959
 FF0496'TRIANGULATION STATION, ABOUT 18 FEET ABOVE HIGH STREET AND IN
 FF0496'THE TOP OF A CONCRETE POST 2-INCHES UNDERGROUND.
 FF0496
 FF0496                          STATION RECOVERY (1976)
 FF0496
 FF0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1677 ***********************************************************************
 FD1677  CBN         -  This is a Cooperative Base Network Control Station.
 FD1677  DESIGNATION -  WINCPORT
 FD1677  PID         -  FD1677
 FD1677  STATE/COUNTY-  TN/FRANKLIN
 FD1677  USGS QUAD   -  WINCHESTER (1971)
 FD1677
 FD1677                         *CURRENT SURVEY CONTROL
 FD1677  ___________________________________________________________________
 FD1677* NAD 83(1995)-  35 10 42.35153(N)    086 03 57.30135(W)     ADJUSTED  
 FD1677* NAVD 88     -       295.9    (meters)     971.     (feet)  GPS OBS   
 FD1677  ___________________________________________________________________
 FD1677  X           -     358,087.353 (meters)                     COMP
 FD1677  Y           -  -5,206,967.249 (meters)                     COMP
 FD1677  Z           -   3,654,218.650 (meters)                     COMP
 FD1677  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FD1677  ELLIP HEIGHT-         267.13  (meters)          (08/03/04) GPS OBS
 FD1677  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD1677
 FD1677  HORZ ORDER  -  A
 FD1677  ELLP ORDER  -  FOURTH    CLASS I
 FD1677
 FD1677.This mark is at Winchester Airport (BGF)
 FD1677
 FD1677.The horizontal coordinates were established by GPS observations
 FD1677.and adjusted by the National Geodetic Survey in August 2004..
 FD1677
 FD1677.The orthometric height was determined by GPS observations and a
 FD1677.high-resolution geoid model.
 FD1677
 FD1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1677
 FD1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1677
 FD1677.The ellipsoidal height was determined by GPS observations
 FD1677.and is referenced to NAD 83.
 FD1677
 FD1677.The geoid height was determined by GEOID03.
 FD1677
 FD1677;                    North         East     Units Scale Factor Converg.
 FD1677;SPC TN       -    93,766.325   593,995.566   MT  1.00001340   -0 02 18.9
 FD1677;SPC TN       -   307,631.68  1,948,800.45   sFT  1.00001340   -0 02 18.9
 FD1677;UTM  16      - 3,893,230.120   585,052.450   MT  0.99968915   +0 32 17.4
 FD1677
 FD1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1677!SPC TN       -   0.99995807  x   1.00001340  =   0.99997147
 FD1677!UTM  16      -   0.99995807  x   0.99968915  =   0.99964724
 FD1677
 FD1677                          SUPERSEDED SURVEY CONTROL
 FD1677
 FD1677  NAD 83(1995)-  35 10 42.35130(N)    086 03 57.30099(W) AD(       ) 3
 FD1677  ELLIP H (04/12/99)  267.12   (m)                       GP(       ) 4 1
 FD1677  NAD 83(1995)-  35 10 42.35130(N)    086 03 57.30099(W) AD(       ) 3
 FD1677  NAD 83(1995)-  35 10 42.35298(N)    086 03 57.30269(W) AD(       ) 3
 FD1677  NGVD 29 (09/17/90)  295.8    (m)          970.     (f) GPS OBS        
 FD1677
 FD1677.Superseded values are not recommended for survey control.
 FD1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1677.See file dsdata.txt to determine how the superseded data were derived.
 FD1677
 FD1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8505293230(NAD 83)
 FD1677_MARKER: I = METAL ROD
 FD1677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1677_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1677_STAMPING: WINCPORT 1987
 FD1677_MARK LOGO: NGS   
 FD1677_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1677+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1677
 FD1677  HISTORY     - Date     Condition        Report By
 FD1677  HISTORY     - 1987     MONUMENTED       NGS
 FD1677  HISTORY     - 19891102 GOOD
 FD1677  HISTORY     - 20031010 GOOD             TNHD
 FD1677
 FD1677                          STATION DESCRIPTION
 FD1677
 FD1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1677'2.8 MILES ALONG US HIGHWAYS 41 A SOUTH AND 64 EAST FROM THE COURT
 FD1677'HOUSE IN WINCHESTER, TO THE JUNCTION OF A BLACK TOP ROAD THENCE 0.6
 FD1677'MILE NORTH ALONG BLACK TOP ROAD TO THE OFFICE OF WINCHESTER MUNICIPAL
 FD1677'AIRPORT, THENCE 0.1 MILE NORTHEAST ACROSS TAXI APRON AND RUNWAY TO
 FD1677'MARK, ALSO 0.1 MILE SOUTHEAST OF JUNCTION OF RUNWAY AND THE NORTHERN
 FD1677'TAXIWAY CLOSE BY A WIND SOCK, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN
 FD1677'40.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 FD1677'GREASED FILLED IN 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH
 FD1677'LOGO CAP ---STAMPED WINCPORT 1987, 2 INCHES BELOW GROUND, WITH A REBAR
 FD1677'IN CONCRETE, 196.5 FEET SOUTHWEST OF STEEL POLE SUPPORTING A WIND
 FD1677'SOCK, 28.4 FEET EAST OF EAST EDGE OF RUNWAY, AND 1.3 FEET NORTH OF
 FD1677'A FIBERGLASS WITNESS POST.  NOTE--  NOTIFY SHERIFFS OFFICE AT
 FD1677'967-2331 OR POLICE DEPARTMENT AT 967-3849 BEFORE WORKING ON AIRPORT.
 FD1677
 FD1677                          STATION RECOVERY (1989)
 FD1677
 FD1677'RECOVERED 1989
 FD1677'RECOVERED IN GOOD CONDITION.
 FD1677
 FD1677                          STATION RECOVERY (2003)
 FD1677
 FD1677'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 FD1677'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1678 ***********************************************************************
 FD1678  DESIGNATION -  WINCPORT AZ MK
 FD1678  PID         -  FD1678
 FD1678  STATE/COUNTY-  TN/FRANKLIN
 FD1678  USGS QUAD   -  WINCHESTER (1971)
 FD1678
 FD1678                         *CURRENT SURVEY CONTROL
 FD1678  ___________________________________________________________________
 FD1678* NAD 83(1995)-  35 10 58.37153(N)    086 03 56.70533(W)     ADJUSTED  
 FD1678* NAVD 88     -       295.0    (meters)     968.     (feet)  VERTCON   
 FD1678  ___________________________________________________________________
 FD1678  X           -     358,082.832 (meters)                     COMP
 FD1678  Y           -  -5,206,681.698 (meters)                     COMP
 FD1678  Z           -   3,654,621.675 (meters)                     COMP
 FD1678  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FD1678  ELLIP HEIGHT-         266.24  (meters)          (04/12/99) GPS OBS
 FD1678  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD1678
 FD1678  HORZ ORDER  -  THIRD
 FD1678  ELLP ORDER  -  FOURTH    CLASS I
 FD1678
 FD1678.This mark is at Winchester Airport (BGF)
 FD1678
 FD1678.The horizontal coordinates were established by GPS observations
 FD1678.and adjusted by the National Geodetic Survey in April 1999..
 FD1678
 FD1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1678
 FD1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1678
 FD1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1678
 FD1678.The ellipsoidal height was determined by GPS observations
 FD1678.and is referenced to NAD 83.
 FD1678
 FD1678.The geoid height was determined by GEOID03.
 FD1678
 FD1678;                    North         East     Units Scale Factor Converg.
 FD1678;SPC TN       -    94,260.021   594,010.978   MT  1.00001252   -0 02 18.6
 FD1678;SPC TN       -   309,251.42  1,948,851.02   sFT  1.00001252   -0 02 18.6
 FD1678;UTM  16      - 3,893,723.787   585,062.888   MT  0.99968917   +0 32 18.0
 FD1678
 FD1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1678!SPC TN       -   0.99995821  x   1.00001252  =   0.99997073
 FD1678!UTM  16      -   0.99995821  x   0.99968917  =   0.99964739
 FD1678
 FD1678                          SUPERSEDED SURVEY CONTROL
 FD1678
 FD1678  NAD 83(1995)-  35 10 58.37153(N)    086 03 56.70533(W) AD(       ) 3
 FD1678  NAD 83(1995)-  35 10 58.37319(N)    086 03 56.70703(W) AD(       ) 3
 FD1678  NGVD 29 (09/17/90)  294.9    (m)          968.     (f) GPS OBS        
 FD1678
 FD1678.Superseded values are not recommended for survey control.
 FD1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1678.See file dsdata.txt to determine how the superseded data were derived.
 FD1678
 FD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8506393724(NAD 83)
 FD1678_MARKER: I = METAL ROD
 FD1678_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1678_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1678+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 FD1678
 FD1678  HISTORY     - Date     Condition        Report By
 FD1678  HISTORY     - 1987     MONUMENTED       NGS
 FD1678  HISTORY     - 19891102 GOOD
 FD1678
 FD1678                          STATION DESCRIPTION
 FD1678
 FD1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1678'2.8 MILES ALONG US HIGHWAYS 41A SOUTH AND 64 EAST FROM THE COURTHOUSE
 FD1678'IN WINCHESTER, TO THE JUNCTION OF A BLACK TOP ROAD, THENCE 0.6 MILE
 FD1678'NORTH ALONG BLACK TOP ROAD TO THE OFFICE OF WINCHESTER MUNICIPAL
 FD1678'AIRPORT THENCE 0.2 MILE NORTHEASTERLY ALONG TAXIWAY TO JUNCTION
 FD1678'OF RUNWAY THENCE 0.2 MILE NORTH OF RUNWAY TO THE MOST NORTHERN
 FD1678'ONE OF TWO VASI AND MARK BETWEEN RUNWAY AND VASI, A 3-D MARK A
 FD1678'STAINLESS STEEL ROD DRIVEN 26.0 FEET TO REFUSAL, 4 INCHES BELOW
 FD1678'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCHES PVC PIPE, ENCASED
 FD1678'IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED WINCPORT AZ MK 1987,
 FD1678'2 INCHES BELOW GROUND, WITH A REBAR IN CONCRETE, 29.2 FEET EAST
 FD1678'OF EAST EDGE OF RUNWAY, 21.4 FEET WEST OF THE CENTER OF A CONCRETE
 FD1678'BASE FOR THE NORTHERN VASI, 47.8 FEET NORTHEAST OF THE THIRD
 FD1678'RUNLIGHT SOUTH OF NORTH END OF RUNWAY, AND 1.0 FOOT SOUTH OF A
 FD1678'FIBERGLASS WITNESS POST.
 FD1678
 FD1678                          STATION RECOVERY (1989)
 FD1678
 FD1678'RECOVERED 1989
 FD1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2464 ***********************************************************************
 GB2464  DESIGNATION -  WINKLERS
 GB2464  PID         -  GB2464
 GB2464  STATE/COUNTY-  TN/MACON
 GB2464  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2464
 GB2464                         *CURRENT SURVEY CONTROL
 GB2464  ___________________________________________________________________
 GB2464* NAD 83(1995)-  36 36 02.13692(N)    085 49 07.72348(W)     ADJUSTED  
 GB2464* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 GB2464  ___________________________________________________________________
 GB2464  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GB2464  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB2464
 GB2464  HORZ ORDER  -  THIRD
 GB2464
 GB2464.The horizontal coordinates were established by classical geodetic methods
 GB2464.and adjusted by the National Geodetic Survey in April 1999..
 GB2464
 GB2464.The orthometric height was scaled from a topographic map.
 GB2464
 GB2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2464
 GB2464.The geoid height was determined by GEOID03.
 GB2464
 GB2464;                    North         East     Units Scale Factor Converg.
 GB2464;SPC TN       -   251,574.134   616,212.406   MT  1.00003780   +0 06 21.9
 GB2464;SPC TN       -   825,372.80  2,021,690.20   sFT  1.00003780   +0 06 21.9
 GB2464;SPC KY1Z     - 1,029,665.609 1,493,842.109   MT  1.00015043   -0 02 32.1
 GB2464;SPC KY1Z     - 3,378,161.25  4,901,046.99   sFT  1.00015043   -0 02 32.1
 GB2464;SPC KY S     -   529,661.270   493,842.870   MT  1.00002674   -0 02 30.2
 GB2464;SPC KY S     - 1,737,730.35  1,620,216.15   sFT  1.00002674   -0 02 30.2
 GB2464;UTM  16      - 4,051,215.754   605,646.787   MT  0.99973751   +0 42 15.6
 GB2464
 GB2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2464!SPC TN       -   0.99996003  x   1.00003780  =   0.99999783
 GB2464!SPC KY1Z     -   0.99996003  x   1.00015043  =   1.00011045
 GB2464!SPC KY S     -   0.99996003  x   1.00002674  =   0.99998677
 GB2464!UTM  16      -   0.99996003  x   0.99973751  =   0.99969755
 GB2464
 GB2464:                Primary Azimuth Mark                     Grid Az
 GB2464:SPC TN       -  WINKLERS AZ MK                           032 24 08.2
 GB2464:SPC KY1Z     -  WINKLERS AZ MK                           032 33 02.2
 GB2464:SPC KY S     -  WINKLERS AZ MK                           032 33 00.3
 GB2464:UTM  16      -  WINKLERS AZ MK                           031 48 14.5
 GB2464
 GB2464|---------------------------------------------------------------------|
 GB2464| PID    Reference Object                     Distance      Geod. Az  |
 GB2464|                                                           dddmmss.s |
 GB2464| CG6975 WINKLERS AZ MK                                     0323030.1 |
 GB2464| GB2457 TOMPKINSVILLE MUNICIPAL TANK        APPROX.16.3 KM 0450041.3 |
 GB2464| CG6976 WINKLERS RM 1                        32.156 METERS 06112     |
 GB2464| CG6977 WINKLERS RM 2                        20.652 METERS 33121     |
 GB2464|---------------------------------------------------------------------|
 GB2464
 GB2464                          SUPERSEDED SURVEY CONTROL
 GB2464
 GB2464  NAD 83(1995)-  36 36 02.13711(N)    085 49 07.72373(W) AD(       ) 3
 GB2464  NAD 83(1995)-  36 36 02.14651(N)    085 49 07.72850(W) AD(       ) 3
 GB2464  NAD 83(1986)-  36 36 02.14687(N)    085 49 07.72758(W) AD(       ) 3
 GB2464  NAD 27      -  36 36 01.94100(N)    085 49 07.80200(W) AD(       ) 3
 GB2464
 GB2464.Superseded values are not recommended for survey control.
 GB2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2464.See file dsdata.txt to determine how the superseded data were derived.
 GB2464
 GB2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0564751216(NAD 83)
 GB2464_MARKER: DS = TRIANGULATION STATION DISK
 GB2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2464
 GB2464  HISTORY     - Date     Condition        Report By
 GB2464  HISTORY     - 1950     MONUMENTED       CGS
 GB2464
 GB2464                          STATION DESCRIPTION
 GB2464
 GB2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2464'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF TOMPKINSVILLE AND 5
 GB2464'MILES NORTHEAST OF RED BOILING SPRINGS ALONG THE NORTHWEST SIDE
 GB2464'OF STATE HIGHWAY NO. 56. IT IS 33 FEET NORTHWEST OF THE CENTER OF
 GB2464'HIGHWAY, 16 FEET EAST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 GB2464'THE EAST SIDE AND 13 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS
 GB2464'FLUSH AND THE DISK IS STAMPED WINKLERS 1950.
 GB2464'
 GB2464'REFERENCE MARK NO. 1 IS 20 FEET SOUTHEAST OF THE CENTER OF HIGHWAY.
 GB2464'THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB2464'WINKLERS NO. 1 1950.
 GB2464'
 GB2464'REFERENCE MARK NO. 2 IS 3 FEET EAST OF THE CENTER OF A WOODS ROAD.
 GB2464'THE MARK IS FLUSH AND THE DISK IS STAMPED WINKLERS NO. 2 1950.
 GB2464'
 GB2464'AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 56, 2
 GB2464'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 GB2464'FENCELINE. THE MARK IS FLUSH AND THE DISK IS STAMPED WINKLERS 1950.
 GB2464'
 GB2464'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS NO. 52
 GB2464'AND NO. 56 WHICH IS ABOUT 2 MILES NORTHEAST OF RED BOILING SPRINGS,
 GB2464'GO NORTH ON STATE HIGHWAY NO. 56 FOR 4.5 MILES TO THE STATION ON THE
 GB2464'LEFT AS DESCRIBED, CONTINUE FOR 0.4 MILE TO THE AZIMUTH MARK ON
 GB2464'THE RIGHT.
 GB2464'
 GB2464'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2540 ***********************************************************************
 FE2540  DESIGNATION -  WITHE
 FE2540  PID         -  FE2540
 FE2540  STATE/COUNTY-  TN/FAYETTE
 FE2540  USGS QUAD   -  OAKLAND (1983)
 FE2540
 FE2540                         *CURRENT SURVEY CONTROL
 FE2540  ___________________________________________________________________
 FE2540* NAD 83(1995)-  35 14 36.62361(N)    089 35 28.41191(W)     ADJUSTED  
 FE2540* NAVD 88     -       128.95   (+/-2cm)     423.1    (feet)  VERTCON   
 FE2540  ___________________________________________________________________
 FE2540  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FE2540  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE2540
 FE2540  HORZ ORDER  -  SECOND
 FE2540  VERT ORDER  -  THIRD ? (See Below)
 FE2540
 FE2540.The horizontal coordinates were established by classical geodetic methods
 FE2540.and adjusted by the National Geodetic Survey in April 1999..
 FE2540
 FE2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2540.The vertical order pertains to the NGVD 29 superseded value.
 FE2540
 FE2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2540
 FE2540.The geoid height was determined by GEOID03.
 FE2540
 FE2540;                    North         East     Units Scale Factor Converg.
 FE2540;SPC TN       -   106,980.503   273,210.739   MT  1.00000115   -2 06 08.8
 FE2540;SPC TN       -   350,985.20    896,358.90   sFT  1.00000115   -2 06 08.8
 FE2540;UTM  16      - 3,903,125.397   264,221.940   MT  1.00028516   -1 29 45.5
 FE2540
 FE2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2540!SPC TN       -   0.99998407  x   1.00000115  =   0.99998522
 FE2540!UTM  16      -   0.99998407  x   1.00028516  =   1.00026923
 FE2540
 FE2540:                Primary Azimuth Mark                     Grid Az
 FE2540:SPC TN       -  WITHE AZ MK                              017 33 55.5
 FE2540:UTM  16      -  WITHE AZ MK                              016 57 32.2
 FE2540
 FE2540|---------------------------------------------------------------------|
 FE2540| PID    Reference Object                     Distance      Geod. Az  |
 FE2540|                                                           dddmmss.s |
 FE2540| CG5390 WITHE AZ MK                                        0152746.7 |
 FE2540| CG5391 WITHE RM 1                           26.877 METERS 10607     |
 FE2540| FE2547 MORRIS LOT                          APPROX.13.2 KM 1933751.8 |
 FE2540| FE2537 MORRIS RESET                        APPROX.11.1 KM 1953113.6 |
 FE2540| CG5392 WITHE RM 2                           34.535 METERS 20935     |
 FE2540|---------------------------------------------------------------------|
 FE2540
 FE2540                          SUPERSEDED SURVEY CONTROL
 FE2540
 FE2540  NAD 83(1995)-  35 14 36.62838(N)    089 35 28.41192(W) AD(       ) 2
 FE2540  NAD 83(1995)-  35 14 36.62860(N)    089 35 28.41227(W) AD(       ) 2
 FE2540  NAD 83(1986)-  35 14 36.63527(N)    089 35 28.41239(W) AD(       ) 2
 FE2540  NAD 27      -  35 14 36.32260(N)    089 35 28.12830(W) AD(       ) 2
 FE2540  NGVD 29 (07/19/86)  128.93   (m)          423.0    (f) LEVELING    3  
 FE2540
 FE2540.Superseded values are not recommended for survey control.
 FE2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2540.See file dsdata.txt to determine how the superseded data were derived.
 FE2540
 FE2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6422203125(NAD 83)
 FE2540_MARKER: DS = TRIANGULATION STATION DISK
 FE2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2540
 FE2540  HISTORY     - Date     Condition        Report By
 FE2540  HISTORY     - 1958     MONUMENTED       CGS
 FE2540  HISTORY     - 1958     GOOD             CGS
 FE2540
 FE2540                          STATION DESCRIPTION
 FE2540
 FE2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2540'THE STATION IS ABOUT 4-1/2 MILES WEST NORTHWEST OF OAKLAND, AND ABOUT
 FE2540'5-1/2 MILES SOUTHEAST OF ARLINGTON, AT THE VILLAGE OF HICKORY WITHE.
 FE2540'IT IS ON PROPERTY OWNED BY MR. A.V. LUCK.  IT IS 28 FEET NORTHWEST OF
 FE2540'THE CENTERLINE OF A GRAVELED ROAD, 116 FEET EAST OF THE SOUTHEAST
 FE2540'CORNER OF A CHURCH, 246 FEET EAST OF THE SOUTHEAST CORNER OF A
 FE2540'SCHOOL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WITHE
 FE2540'1957.
 FE2540'
 FE2540'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ARLINGTON, GO SOUTH 1
 FE2540'BLOCK TO FOREST STREET.  TURN LEFT AND GO EAST AND SOUTH ON PAVED
 FE2540'ROAD FOR 6.75 MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO
 FE2540'NORTHWEST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE STATION AS
 FE2540'DESCRIBED.
 FE2540'
 FE2540'REFERENCE MARK 1 IS 18 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2540'ROAD AND 1 FOOT NORTHWEST OF A TELEPHONE POLE.  THE MONUMENT IS
 FE2540'FLUSH AND THE DISK IS STAMPED WITHE NO 1 1957.
 FE2540'
 FE2540'REFERENCE MARK 2 IS 28 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2540'ROAD, 1 FOOT NORTH OF A POWERLINE POLE AND 123 FEET SOUTHEAST OF
 FE2540'THE SOUTHEAST CORNER OF A CHURCH.  THE MONUMENT IS FLUSH AND THE DISK
 FE2540'IS STAMPED WITHE NO 2 1957.
 FE2540'
 FE2540'THE AZIMUTH MARK IS 100 FEET EAST OF A 30 INCH CEDAR TREE, 40 FEET
 FE2540'NORTH OF THE NORTHEAST CORNER OF A LARGE POND, 2 FEET EAST OF A WHITE
 FE2540'WITNESS POST AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MONUMENT IS
 FE2540'FLUSH AND THE DISK IS STAMPED WITHE 1957.
 FE2540'
 FE2540'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 FE2540'ROAD FOR 0.15 MILE TO A HOUSE AND THE MARK ON THE RIGHT.
 FE2540'
 FE2540'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2540
 FE2540                          STATION RECOVERY (1958)
 FE2540
 FE2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2540'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2540'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FE2540'CONDITION.
 FE2540'
 FE2540'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1067 ***********************************************************************
 FD1067  DESIGNATION -  WOLF
 FD1067  PID         -  FD1067
 FD1067  STATE/COUNTY-  TN/LAWRENCE
 FD1067  USGS QUAD   -  ST JOSEPH (1976)
 FD1067
 FD1067                         *CURRENT SURVEY CONTROL
 FD1067  ___________________________________________________________________
 FD1067* NAD 83(1995)-  35 01 15.26722(N)    087 30 29.61070(W)     ADJUSTED  
 FD1067* NAVD 88     -       242.126  (meters)     794.38   (feet)  ADJUSTED  
 FD1067  ___________________________________________________________________
 FD1067  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FD1067  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1067  DYNAMIC HT  -         241.896 (meters)     793.62  (feet)  COMP
 FD1067  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FD1067
 FD1067  HORZ ORDER  -  SECOND
 FD1067  VERT ORDER  -  FIRST     CLASS II
 FD1067
 FD1067.The horizontal coordinates were established by classical geodetic methods
 FD1067.and adjusted by the National Geodetic Survey in April 1999..
 FD1067
 FD1067.The orthometric height was determined by differential leveling
 FD1067.and adjusted by the National Geodetic Survey in June 1991..
 FD1067.WARNING-Repeat measurements at this control monument indicate possible
 FD1067.vertical movement.
 FD1067
 FD1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1067
 FD1067.The geoid height was determined by GEOID03.
 FD1067
 FD1067.The dynamic height is computed by dividing the NAVD 88
 FD1067.geopotential number by the normal gravity value computed on the
 FD1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1067.degrees latitude (g = 980.6199 gals.).
 FD1067
 FD1067.The modeled gravity was interpolated from observed gravity values.
 FD1067
 FD1067;                    North         East     Units Scale Factor Converg.
 FD1067;SPC TN       -    77,348.413   462,350.710   MT  1.00004832   -0 52 58.7
 FD1067;SPC TN       -   253,767.25  1,516,895.62   sFT  1.00004832   -0 52 58.7
 FD1067;UTM  16      - 3,875,479.647   453,635.200   MT  0.99962649   -0 17 30.0
 FD1067
 FD1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1067!SPC TN       -   0.99996630  x   1.00004832  =   1.00001462
 FD1067!UTM  16      -   0.99996630  x   0.99962649  =   0.99959281
 FD1067
 FD1067:                Primary Azimuth Mark                     Grid Az
 FD1067:SPC TN       -  ST JOSEPH MUNICIPAL TANK                 003 14 19.6
 FD1067:UTM  16      -  ST JOSEPH MUNICIPAL TANK                 002 38 50.9
 FD1067
 FD1067|---------------------------------------------------------------------|
 FD1067| PID    Reference Object                     Distance      Geod. Az  |
 FD1067|                                                           dddmmss.s |
 FD1067| FD1585 ST JOSEPH MUNICIPAL TANK            APPROX. 2.0 KM 0022120.9 |
 FD1067| FD1068 WOLF RM 1                            26.846 METERS 01059     |
 FD1067| FD0886 ODEMS                               APPROX. 5.3 KM 0375416.4 |
 FD1067| FD1562 LORETTO MUNICIPAL TANK              APPROX. 7.6 KM 0430728.3 |
 FD1067| FD1066 WOLF RM 2                            27.770 METERS 18826     |
 FD1067| FD1065 WOLF AZ MK                                         1924611.4 |
 FD1067|---------------------------------------------------------------------|
 FD1067
 FD1067                          SUPERSEDED SURVEY CONTROL
 FD1067
 FD1067  NAD 83(1995)-  35 01 15.26640(N)    087 30 29.61359(W) AD(       ) 2
 FD1067  NAD 83(1995)-  35 01 15.27655(N)    087 30 29.61771(W) AD(       ) 2
 FD1067  NAD 83(1986)-  35 01 15.27825(N)    087 30 29.61644(W) AD(       ) 2
 FD1067  NAD 27      -  35 01 14.96570(N)    087 30 29.52250(W) AD(       ) 2
 FD1067  NGVD 29 (??/??/92)  242.104  (m)          794.30   (f) ADJ UNCH    1 2
 FD1067
 FD1067.Superseded values are not recommended for survey control.
 FD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1067.See file dsdata.txt to determine how the superseded data were derived.
 FD1067
 FD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5363575480(NAD 83)
 FD1067_MARKER: DD = SURVEY DISK
 FD1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1067_STAMPING: WOLF 1962
 FD1067_MARK LOGO: TNHD  
 FD1067_PROJECTION: FLUSH
 FD1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1067+STABILITY: SURFACE MOTION
 FD1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1067+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1067
 FD1067  HISTORY     - Date     Condition        Report By
 FD1067  HISTORY     - 1962     MONUMENTED       TNHD
 FD1067  HISTORY     - 1962     GOOD             TNHD
 FD1067  HISTORY     - 1983     GOOD             NGS
 FD1067  HISTORY     - 20020520 GOOD             TNDT
 FD1067
 FD1067                          STATION DESCRIPTION
 FD1067
 FD1067'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1067'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF ST JOSEPH.
 FD1067'
 FD1067'TO REACH THE STATION FROM THE POST OFFICE IN LORETTO, GO SOUTH ON U S
 FD1067'HIGHWAY 43 FOR 5.2 MILES
 FD1067'TO THE COMMUNITY OF ST JOSEPH, CONTINUE SOUTH ON U S
 FD1067'HIGHWAY 43 FOR 0.1 MILE TO THE
 FD1067'STATION ON THE LEFT.
 FD1067'
 FD1067'THE STATION IS 34 FEET SOUTH OF A HIGHWAY CURVE SIGN, 30 FEET EAST OF
 FD1067'THE APPROXIMATE CENTER
 FD1067'OF U S HIGHWAY 43 AND 9.0 FEET WEST OF A WITNESS
 FD1067'POST. THE SURFACE AND UNDERGROUND
 FD1067'MARKS ARE STANDARD TENNESSEE
 FD1067'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED WOLF 1962.
 FD1067'THE UNDERGROUND
 FD1067'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 FD1067'IN A 10-INCH
 FD1067'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH.
 FD1067'
 FD1067'REFERENCE MARK NO 1 IS 35 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD1067'HIGHWAY 43, 10 FEET SOUTH
 FD1067'OF A TELEPHONE POLE AND 6 FEET WEST OF A FENCE.  IT
 FD1067'IS A STANDARD TENNESSEE HIGHWAY
 FD1067'DEPARTMENT DISK SET IN A 10-INCH
 FD1067'SQUARE CONCRETE MONUMENT, PROJECTING 2-INCHES, AND THE DISK IS
 FD1067'STAMPED WOLF RM 1 1962.
 FD1067'
 FD1067'REFERENCE MARK NO 2 IS 73 FEET NORTH OF THE NORTH ONE OF TWO WALNUT
 FD1067'TREES, 30 FEET EAST OF THE
 FD1067'APPROXIMATE CENTER OF U S HIGHWAY 43, 11 FEET WEST
 FD1067'OF A FENCE AND 11 FEET SOUTHWEST OF
 FD1067'A TELEPHONE POLE.  IT IS A
 FD1067'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD1067'10-INCH SQUARE
 FD1067'CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED WOLF RM 2 1962.
 FD1067'
 FD1067'THE AZIMUTH MARK IS 38 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD1067'HIGHWAY 43, 2.7 FEET EAST
 FD1067'OF A TELEPHONE POLE AND 3.1 FEET SOUTHEAST OF A WITNESS
 FD1067'POST.  IT IS A STANDARD
 FD1067'TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK
 FD1067'DISK SET IN A 10-INCH SQUARE CONCRETE
 FD1067'MONUMENT, FLUSH, AND THE DISK
 FD1067'IS STAMPED WOLF AZI 1962.
 FD1067'
 FD1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U S HIGHWAY
 FD1067'43 FOR 0.15 MILE TO THE
 FD1067'AZIMUTH MARK ON THE RIGHT.
 FD1067'
 FD1067'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD1067'
 FD1067'HEIGHT OF LIGHT ABOVE STATION MARK 30.36 METERS.
 FD1067
 FD1067                          STATION RECOVERY (1962)
 FD1067
 FD1067'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD1067'1.5 MI S FROM ST JOSEPH.
 FD1067'AT ST. JOSEPH, LAWRENCE COUNTY, AT THE SOUTH EDGE OF TOWN,
 FD1067'0.1 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 43 AND MAIN
 FD1067'STREET.  THE STATION IS 34 FEET SOUTH OF A HIGHWAY CURVE SIGN,
 FD1067'30 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 9 FEET
 FD1067'WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1067'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD1067'PROJECTING 1-INCH ABOVE THE GROUND.
 FD1067
 FD1067                          STATION RECOVERY (1983)
 FD1067
 FD1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1067'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM
 FD1067'(1.0 MI) SOUTH ALONG MAIN STREET FROM THE JUNCTION OF IRON CITY ROAD
 FD1067'IN ST. JOSEPH, THENCE 0.24 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 43
 FD1067'AT A HIGHWAY CURVE WARNING SIGN AND ABOUT 61.0 METERS (200.0 FT) NORTH
 FD1067'OF A PRIVATE ENTRANCE AND GATE LEADING EAST, 9.5 METERS (31.0 FT) EAST
 FD1067'OF THE CENTERLINE OF THE HIGHWAY, 3.4 METERS (11.0 FT) WEST OF A
 FD1067'FENCE, 3.8 METERS (12.6 FT) SOUTH OF A HIGHWAY CURVE SIGN, 3.4 METERS
 FD1067'(11.0 FT) WEST OF A WITNESS POST, AND 27.7 METERS (91.0 FT) NORTH OF
 FD1067'RM 2.
 FD1067'THE MARK IS 3.4 METERS  W FROM A WITNESS POST.
 FD1067'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1067
 FD1067                          STATION RECOVERY (2002)
 FD1067
 FD1067'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0031 ***********************************************************************
 FE0031  DESIGNATION -  WOLF
 FE0031  PID         -  FE0031
 FE0031  STATE/COUNTY-  TN/DECATUR
 FE0031  USGS QUAD   -  SUGAR TREE (1986)
 FE0031
 FE0031                         *CURRENT SURVEY CONTROL
 FE0031  ___________________________________________________________________
 FE0031* NAD 83(1995)-  35 49 45.77433(N)    088 06 30.47563(W)     ADJUSTED  
 FE0031* NAVD 88     -       184.910  (meters)     606.66   (feet)  ADJUSTED  
 FE0031  ___________________________________________________________________
 FE0031  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FE0031  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0031  DYNAMIC HT  -         184.749 (meters)     606.13  (feet)  COMP
 FE0031  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 FE0031
 FE0031  HORZ ORDER  -  SECOND
 FE0031  VERT ORDER  -  SECOND    CLASS 0
 FE0031
 FE0031.The horizontal coordinates were established by classical geodetic methods
 FE0031.and adjusted by the National Geodetic Survey in April 1999..
 FE0031
 FE0031.The orthometric height was determined by differential leveling
 FE0031.and adjusted by the National Geodetic Survey in June 1991..
 FE0031
 FE0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0031
 FE0031.The geoid height was determined by GEOID03.
 FE0031
 FE0031.The dynamic height is computed by dividing the NAVD 88
 FE0031.geopotential number by the normal gravity value computed on the
 FE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0031.degrees latitude (g = 980.6199 gals.).
 FE0031
 FE0031.The modeled gravity was interpolated from observed gravity values.
 FE0031
 FE0031;                    North         East     Units Scale Factor Converg.
 FE0031;SPC TN       -   168,037.083   409,508.894   MT  0.99994840   -1 14 03.8
 FE0031;SPC TN       -   551,301.66  1,343,530.43   sFT  0.99994840   -1 14 03.8
 FE0031;UTM  16      - 3,965,591.630   399,879.910   MT  0.99972352   -0 38 56.1
 FE0031
 FE0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0031!SPC TN       -   0.99997541  x   0.99994840  =   0.99992381
 FE0031!UTM  16      -   0.99997541  x   0.99972352  =   0.99969894
 FE0031
 FE0031|---------------------------------------------------------------------|
 FE0031| PID    Reference Object                     Distance      Geod. Az  |
 FE0031|                                                           dddmmss.s |
 FE0031| FE0032 WOLF RM 1                            21.203 METERS 02816     |
 FE0031| FE0027 INMAN                               APPROX. 4.1 KM 2513411.7 |
 FE0031| FE0033 WOLF RM 2                            23.982 METERS 29156     |
 FE0031|---------------------------------------------------------------------|
 FE0031
 FE0031                          SUPERSEDED SURVEY CONTROL
 FE0031
 FE0031  NAD 83(1995)-  35 49 45.77593(N)    088 06 30.48127(W) AD(       ) 2
 FE0031  NAD 83(1986)-  35 49 45.78444(N)    088 06 30.47631(W) AD(       ) 2
 FE0031  NAD 27      -  35 49 45.55540(N)    088 06 30.34460(W) AD(       ) 2
 FE0031  NGVD 29 (??/??/??)  184.931  (m)          606.73   (f) ADJUSTED    2 0
 FE0031
 FE0031.Superseded values are not recommended for survey control.
 FE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0031.See file dsdata.txt to determine how the superseded data were derived.
 FE0031
 FE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9988065592(NAD 83)
 FE0031_MARKER: DE = TRAVERSE STATION DISK
 FE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0031_STAMPING: WOLF 1959
 FE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0031+STABILITY: SURFACE MOTION
 FE0031
 FE0031  HISTORY     - Date     Condition        Report By
 FE0031  HISTORY     - 1959     MONUMENTED       CGS
 FE0031  HISTORY     - 1959     GOOD             CGS
 FE0031  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 FE0031
 FE0031                          STATION DESCRIPTION
 FE0031
 FE0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0031'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF CAMDEN AND ABOUT 2
 FE0031'MILES WEST OF SUGAR TREE.
 FE0031'
 FE0031'TO REACH THE STATION FROM THE POST OFFICE IN HOLLADAY, WHICH IS ABOUT
 FE0031'10 MILES SOUTH OF CAMDEN ON STATE HIGHWAY NO. 69, GO SOUTH ON STATE
 FE0031'HIGHWAY NO. 69 FOR 0.1 MILE TO A T INTERSECTION AND STATE HIGHWAY NO.
 FE0031'69 TURNS LEFT, TURN RIGHT, SOUTHWEST, FOR 0.3 MILE TO THE END
 FE0031'OF THE BLACK TOP AND A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT
 FE0031'AHEAD ON A GRAVELED ROAD FOR 0.8 MILE TO A FORK, TAKE LEFT FORK AND
 FE0031'GO SOUTH FOR 1.2 MILES TO A FORK, KEEP LEFT FORK AND GO 1.5 MILES TO
 FE0031'A SIDE ROAD ON THE LEFT, TURN LEFT, EAST, FOR 1.35 MILES TO A SIDE
 FE0031'ROAD ON THE LEFT, TURN LEFT, NORTH, FOR 1.55 MILES ON GRAVELED ROAD
 FE0031'TO A TRACK ROAD ON THE LEFT, TURN LEFT ON THE TRACK ROAD FOR 0.05
 FE0031'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0031'
 FE0031'THE STATION IS 73 FEET NORTH OF A TRACK ROAD, 29 FEET NORTH OF A 20
 FE0031'INCH OAK TREE AND 4.5 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 FE0031'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 FE0031'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 FE0031'STAMPED WOLF 1959.
 FE0031'
 FE0031'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FE0031'CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 FE0031'IS STAMPED WOLF NO 1 1959.
 FE0031'
 FE0031'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FE0031'CONCRETE POST, IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 FE0031'STAMPED WOLF NO 2 1959.
 FE0031'
 FE0031'AN AZIMUTH MARK WAS NOT SET AS NO SUITABLE LOCATION COULD BE FOUND.
 FE0031
 FE0031                          STATION RECOVERY (1959)
 FE0031
 FE0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0031'3.9 MI SW FROM MC ILLWAIN.
 FE0031'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0031'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0031'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0031'69, THENCE 1.4 MILES SOUTH ON A GRAVELED ROAD TO A Y JUNCTION,
 FE0031'THENCE 0.6 MILE SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION,
 FE0031'THENCE 0.3 MILE SOUTH ON A GRAVELED ROAD, THENCE 0.8 MILE WEST
 FE0031'ON A GRAVELED ROAD, THENCE 0.7 MILE SOUTHWEST ON A GRAVELED ROAD,
 FE0031'THENCE 0.05 MILE NORTH ON A TRACK ROAD TO THE STATION, 73 FT.
 FE0031'NORTH OF A TRACK ROAD, 29 FT. NORTH OF A 20 INCH OAK TREE, AND
 FE0031'4.5 FT. SOUTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FE0031'CONCRETE POST, SET FLUSH WITH THE GROUND.
 FE0031
 FE0031                          STATION RECOVERY (1972)
 FE0031
 FE0031'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 FE0031'CONDITION OF POINT WHEN FOUND GOOD.
 FE0031'
 FE0031'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WOLF STATION MARK
 FE0031'1959 USC AND GS.
 FE0031'
 FE0031'SEE ORIGINAL DESCRIPTION.
 FE0031'
 FE0031'COAST AND GEODETIC POST AND SIGN.
 FE0031'
 FE0031'WOLFD RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0031'
 FE0031'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WOLF NO. 1 1959
 FE0031'USC AND GS.
 FE0031'
 FE0031'SEE ORIGINAL DESCRIPTION.
 FE0031'
 FE0031'NOTE--4 INCH X 4 INCH WOODEN POST AT MARKER PAINTED RED.
 FE0031'
 FE0031'WOLF RM NO 2-POINT WHEN FOUND GOOD.
 FE0031'
 FE0031'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT WOLF NO 2 1959
 FE0031'USC AND GS.
 FE0031'
 FE0031'SEE ORIGINAL DESCRIPTION.
 FE0031'
 FE0031'4 INCH X 4 INCH WOODEN POST AT MARKER, PAINTED RED.
 FE0031'
 FE0031'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 19 MI. S. OF
 FE0031'CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1430 ***********************************************************************
 FD1430  DESIGNATION -  WOLF
 FD1430  PID         -  FD1430
 FD1430  STATE/COUNTY-  TN/COFFEE
 FD1430  USGS QUAD   -  MANCHESTER (1972)
 FD1430
 FD1430                         *CURRENT SURVEY CONTROL
 FD1430  ___________________________________________________________________
 FD1430* NAD 83(1995)-  35 28 39.75979(N)    086 03 47.70981(W)     ADJUSTED  
 FD1430* NAVD 88     -       326.5    (meters)    1071.     (feet)  VERTCON   
 FD1430  ___________________________________________________________________
 FD1430  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FD1430  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD1430
 FD1430  HORZ ORDER  -  SECOND
 FD1430
 FD1430.The horizontal coordinates were established by classical geodetic methods
 FD1430.and adjusted by the National Geodetic Survey in April 1999..
 FD1430
 FD1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1430
 FD1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1430
 FD1430.The geoid height was determined by GEOID03.
 FD1430
 FD1430;                    North         East     Units Scale Factor Converg.
 FD1430;SPC TN       -   126,969.873   594,259.720   MT  0.99996763   -0 02 13.3
 FD1430;SPC TN       -   416,566.99  1,949,667.10   sFT  0.99996763   -0 02 13.3
 FD1430;UTM  16      - 3,926,424.708   584,981.223   MT  0.99968899   +0 32 37.3
 FD1430
 FD1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1430!SPC TN       -   0.99995328  x   0.99996763  =   0.99992091
 FD1430!UTM  16      -   0.99995328  x   0.99968899  =   0.99964228
 FD1430
 FD1430|---------------------------------------------------------------------|
 FD1430| PID    Reference Object                     Distance      Geod. Az  |
 FD1430|                                                           dddmmss.s |
 FD1430| CG6985 WOLF RM 1                            17.864 METERS 03656     |
 FD1430| CG6984 WOLF AZ MK                                         0422845.7 |
 FD1430| CG6986 WOLF RM 2                            17.480 METERS 27322     |
 FD1430|---------------------------------------------------------------------|
 FD1430
 FD1430                          SUPERSEDED SURVEY CONTROL
 FD1430
 FD1430  NAD 83(1995)-  35 28 39.76724(N)    086 03 47.71109(W) AD(       ) 2
 FD1430  NAD 83(1995)-  35 28 39.76711(N)    086 03 47.71132(W) AD(       ) 2
 FD1430  NAD 83(1995)-  35 28 39.76705(N)    086 03 47.71079(W) AD(       ) 2
 FD1430  NAD 83(1986)-  35 28 39.77033(N)    086 03 47.70859(W) AD(       ) 2
 FD1430  NAD 27      -  35 28 39.49350(N)    086 03 47.74910(W) AD(       ) 2
 FD1430  NGVD 29 (07/19/86)  326.5    (m)         1071.     (f) VERT ANG       
 FD1430
 FD1430.Superseded values are not recommended for survey control.
 FD1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1430.See file dsdata.txt to determine how the superseded data were derived.
 FD1430
 FD1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8498126425(NAD 83)
 FD1430_MARKER: DS = TRIANGULATION STATION DISK
 FD1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1430
 FD1430  HISTORY     - Date     Condition        Report By
 FD1430  HISTORY     - 1962     MONUMENTED       CGS
 FD1430
 FD1430                          STATION DESCRIPTION
 FD1430
 FD1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FD1430'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MANCHESTER ON
 FD1430'PROPERTY OF MR POWERS OF
 FD1430'MANCHESTER.
 FD1430'
 FD1430'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD1430'ROUTE 55 IN MANCHESTER, GO
 FD1430'NORTH ON STATE ROUTE 55 FOR 0.55 MILE TO A CROSS ROAD,
 FD1430'TURN RIGHT AND GO 0.1 MILE TO A
 FD1430'FORK, TURN RIGHT ONTO GRAVELED ROAD
 FD1430'AND GO 0.2 MILE TO A ROAD LEFT, TURN LEFT ON MAIN
 FD1430'ROAD AND GO 0.45
 FD1430'MILE TO A FORK, JUST AFTER CROSSING OVER WOLF CREEK, TURN RIGHT AND
 FD1430'GO 0.15 MILE TO
 FD1430'THE STATION ON THE LEFT IN BACK OF OLD HOUSE.
 FD1430'
 FD1430'THE STATION IS 95 FEET EAST OF APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1430'57.7 FEET SOUTHWEST OF A
 FD1430'METAL WITNESS POST, 50.4 FEET SOUTHWEST OF A FENCE
 FD1430'CORNER AND 11.1 FEET SOUTHEAST OF
 FD1430'THE SOUTHEAST CORNER OF OLD HOUSE.
 FD1430'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD1430'CONCRETE POST WHICH
 FD1430'IS FLUSH AND IS STAMPED WOLF 1962.
 FD1430'
 FD1430'REFERENCE MARK NO 1 IS 46 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FD1430'OLD HOUSE, 11 FEET NORTH OF
 FD1430'A FENCE CORNER AND 1.4 FEET NORTHWEST OF A METAL
 FD1430'WITNESS POST.  IT IS A STANDARD
 FD1430'DISK SET IN THE TOP OF A SQUARE
 FD1430'CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 FD1430'STAMPED WOLF NO 1 1962.
 FD1430'
 FD1430'REFERENCE MARK NO 2 IS 38 FEET EAST OF THE APPROXIMATE CENTER OF A
 FD1430'GRAVELED ROAD, 21 FEET
 FD1430'SOUTHWEST OF THE SOUTHWEST CORNER OF OLD HOUSE, 5.5
 FD1430'FEET SOUTHWEST OF OLD WELL AND 3
 FD1430'FEET NORTHEAST OF NORTHEAST CORNER
 FD1430'OF TOOL SHED.  IT IS A STANDARD DISK SET IN THE TOP
 FD1430'OF A SQUARE
 FD1430'CONCRETE POST WHICH IS FLUSH AND IS STAMPED WOLF NO 2 1962.
 FD1430'
 FD1430'AZIMUTH MARK IS 46 FEET WEST OF A FENCE CORNER POST, 24 FEET SOUTH OF
 FD1430'THE APPROXIMATE CENTER
 FD1430'OF A GRAVELED ROAD, 16 FEET WEST OF A 4.5 FOOT OAK
 FD1430'TREE AND 2.1 FEET WEST OF A METAL
 FD1430'WITNESS POST.
 FD1430'
 FD1430'TO REACH THE AZIMUTH MARK FROM THE ROAD FORK AT THE WOLF CREEK
 FD1430'CROSSING, TURN LEFT AND GO
 FD1430'0.2 MILE TO THE MARK ON THE RIGHT.
 FD1430'
 FD1430'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2364 ***********************************************************************
 GB2364  DESIGNATION -  WOLF
 GB2364  PID         -  GB2364
 GB2364  STATE/COUNTY-  TN/CLAY
 GB2364  USGS QUAD   -  FROGUE (1981)
 GB2364
 GB2364                         *CURRENT SURVEY CONTROL
 GB2364  ___________________________________________________________________
 GB2364* NAD 83(1995)-  36 37 30.41944(N)    085 18 40.32373(W)     ADJUSTED  
 GB2364* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GB2364  ___________________________________________________________________
 GB2364  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GB2364  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB2364
 GB2364  HORZ ORDER  -  SECOND
 GB2364
 GB2364.The horizontal coordinates were established by classical geodetic methods
 GB2364.and adjusted by the National Geodetic Survey in April 1999..
 GB2364
 GB2364.The orthometric height was scaled from a topographic map.
 GB2364
 GB2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2364
 GB2364.The geoid height was determined by GEOID03.
 GB2364
 GB2364;                    North         East     Units Scale Factor Converg.
 GB2364;SPC TN       -   254,497.375   661,613.006   MT  1.00004362   +0 24 11.7
 GB2364;SPC TN       -   834,963.47  2,170,642.00   sFT  1.00004362   +0 24 11.7
 GB2364;SPC KY1Z     - 1,032,477.341 1,539,254.534   MT  1.00014111   +0 16 09.9
 GB2364;SPC KY1Z     - 3,387,386.08  5,050,037.58   sFT  1.00014111   +0 16 09.9
 GB2364;SPC KY S     -   532,471.561   539,249.840   MT  1.00002140   +0 15 58.0
 GB2364;SPC KY S     - 1,746,950.45  1,769,188.85   sFT  1.00002140   +0 15 58.0
 GB2364;UTM  16      - 4,054,614.498   651,003.513   MT  0.99988093   +1 00 27.7
 GB2364
 GB2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2364!SPC TN       -   0.99996041  x   1.00004362  =   1.00000403
 GB2364!SPC KY1Z     -   0.99996041  x   1.00014111  =   1.00010152
 GB2364!SPC KY S     -   0.99996041  x   1.00002140  =   0.99998181
 GB2364!UTM  16      -   0.99996041  x   0.99988093  =   0.99984135
 GB2364
 GB2364:                Primary Azimuth Mark                     Grid Az
 GB2364:SPC TN       -  WOLF AZ MK RESET                         045 43 18.3
 GB2364:SPC KY1Z     -  WOLF AZ MK RESET                         045 51 20.1
 GB2364:SPC KY S     -  WOLF AZ MK RESET                         045 51 32.0
 GB2364:UTM  16      -  WOLF AZ MK RESET                         045 07 02.3
 GB2364
 GB2364|---------------------------------------------------------------------|
 GB2364| PID    Reference Object                     Distance      Geod. Az  |
 GB2364|                                                           dddmmss.s |
 GB2364| CG6981 WOLF AZ MK RESET                                   0460730.0 |
 GB2364| CG6980 WOLF AZ MK                                         0935458.2 |
 GB2364| CG6982 WOLF RM 1                            19.970 METERS 10327     |
 GB2364| CG6983 WOLF RM 2                            23.866 METERS 21532     |
 GB2364|---------------------------------------------------------------------|
 GB2364
 GB2364                          SUPERSEDED SURVEY CONTROL
 GB2364
 GB2364  NAD 83(1995)-  36 37 30.41954(N)    085 18 40.32394(W) AD(       ) 2
 GB2364  NAD 83(1986)-  36 37 30.43027(N)    085 18 40.32889(W) AD(       ) 2
 GB2364  NAD 27      -  36 37 30.20300(N)    085 18 40.46500(W) AD(       ) 2
 GB2364
 GB2364.Superseded values are not recommended for survey control.
 GB2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2364.See file dsdata.txt to determine how the superseded data were derived.
 GB2364
 GB2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5100454614(NAD 83)
 GB2364_MARKER: DS = TRIANGULATION STATION DISK
 GB2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2364
 GB2364  HISTORY     - Date     Condition        Report By
 GB2364  HISTORY     - 1935     MONUMENTED       CGS
 GB2364  HISTORY     - 1942     GOOD             DOD
 GB2364  HISTORY     - 1950     GOOD             CGS
 GB2364
 GB2364                          STATION DESCRIPTION
 GB2364
 GB2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2364'STATION IS ON A LOW RIDGE KNOWN AS BOONE RIDGE, NEAR CHESTNUT GROVE
 GB2364'RIDGE, BETWEEN WILLIAMS CREEK TO THE W AND WOLF CREEK TO THE E,
 GB2364'NEAR THE KENTUCKY-TENNESSEE STATE LINE WHERE IT CROSSES THE RIDGE,
 GB2364'ABOUT 11 MILES WSW OF ALBANY, 1.2 MILES NW OF LILYDALE POST
 GB2364'OFFICE AND 11 MILES WNW OF BYRDSTOWN, TENNESSEE.  IT IS 6 PACES NW OF
 GB2364'FORKS OF TRAIL, 22.0 FEET SW OF AN 8-INCH OAK WITH TRIANGULAR
 GB2364'BLAZE, 17.2 FEET A LITTLE N OF W OF 8-INCH BEECH WITH TRIANGULAR
 GB2364'BLAZE.  MARK PROJECTS ABOUT 12 INCHES.
 GB2364'
 GB2364'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GB2364'SET IN CONCRETE.
 GB2364'
 GB2364'REFERENCE MARK NO. 1 IS NE OF STATION, AND ABOUT 20 FEET E OF TRAIL
 GB2364'LEADING TO STATION.
 GB2364'
 GB2364'REFERENCE MARK NO. 2 IS S OF STATION, AND ABOUT 5 FEET LOWER THAN
 GB2364'STATION.
 GB2364'
 GB2364'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 GB2364'DEPRESSION IN A BOULDER.  TO REACH FROM STATION, GO BACK ALONG
 GB2364'TRAIL LEADING TO STATION FOR 96 PACES AND TURN RIGHT ACROSS FENCE AND
 GB2364'CONTINUE ALONG HILL FOR 105 PACES TO LARGE BOULDER AND MARK.  MARK
 GB2364'IS VISIBLE FROM THE STATION FROM THE GROUND ONLY WITH SLIGHT
 GB2364'CLEARING.
 GB2364'
 GB2364'REACHED FROM ALBANY, GO W ON ROUTE 90 FOR 14.2 MILES TO A T-ROAD LEFT
 GB2364'AT A STONE QUARRY, TURN LEFT ON THIS ROAD (THE OLD MODOC ROAD) AND GO
 GB2364'0.05 MILE TO FORKS, TAKE LEFT FORK FOR 0.15 MILE TO CREEK, CROSS
 GB2364'CREEK AND GO 1.05 MILES TO FORKS, TAKE LEFT FORK FOR 1.2 MILES TO
 GB2364'MODOC POST OFFICE, KEEP STRAIGHT FOR 0.6 MILE TO FORKS AT OLD MODOC
 GB2364'POST OFFICE, TAKE RIGHT FORK FOR 0.6 MILE TO FORKS, TAKE RIGHT
 GB2364'FORK FOR 1.25 MILES TO FORKS, TAKE LEFT FORK FOR 0.15 MILE TO Y
 GB2364'INTERSECTION AND CONTINUE AHEAD FOR 0.9 MILE TO FORKS, TAKE
 GB2364'RIGHT FORK AND GO 2.1 MILES TO FORKS, TAKE LEFT FORK FOR 0.7 MILE TO
 GB2364'CROSSROADS IN FROGUE, CONTINUE AHEAD ON MAIN ROAD FOR 1.55 MILES TO
 GB2364'FORKS, TAKE RIGHT FORK ALONG EDGE OF FIELD AND GO 1.4 MILES,
 GB2364'FOLLOWING MAIN ROAD, TO FORKS, TAKE LEFT FORK FOR 0.3 MILE TO HOUSE,
 GB2364'FROM HERE CONTINUE ON MAIN TRAIL AND ROAD FOR ABOUT 0.8 MILE TO
 GB2364'STATION.
 GB2364'
 GB2364'A 103-FOOT TOWER IS REQUIRED TO CLEAR THE LINE TO BRANNAN.
 GB2364
 GB2364                          STATION RECOVERY (1942)
 GB2364
 GB2364'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1942
 GB2364'STATION, AZIMUTH, AND REFERENCE MARKS ARE IN GOOD CONDITION. STATION
 GB2364'IS STAMPED WOLF 1935.
 GB2364
 GB2364                          STATION RECOVERY (1950)
 GB2364
 GB2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2364'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE
 GB2364'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO
 GB2364'REFERENCE MARK NO. 2 FAILED TO CHECK.  THE AZIMUTH MARK WAS SEARCHED
 GB2364'FOR AND COULD NOT BE FOUND. A NEW AZIMUTH MARK WAS SET BY THIS
 GB2364'PARTY.  A NEW TO REACH THE STATION FOLLOWS.
 GB2364'
 GB2364'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHEAST OF THE STATION.  IT
 GB2364'IS 30 FEET SOUTH OF A DIM ROAD AND 3 FEET NORTHWEST OF A
 GB2364'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 FEET AND THE DISK IS
 GB2364'STAMPED WOLF 1935 RESET 1949.
 GB2364'
 GB2364'TO REACH THE STATION FROM THE CLINTON COUNTY COURT HOUSE IN ALBANY,
 GB2364'GO NORTHWEST ON STATE HIGHWAY NO. 90 FOR 13.5 MILES TO A GRAVEL
 GB2364'T-ROAD LEFT, TURN LEFT AND GO SOUTH FOR 2.9 MILES TO A FORK IN ROAD,
 GB2364'TAKE RIGHT FORK AND CONTINUE SOUTH FOR 0.5 MILE TO A FORK IN ROAD,
 GB2364'TAKE RIGHT FORK AND GO IN A SOUTHWESTERLY DIRECTION FOR 1.2 MILE TO A
 GB2364'FORK IN ROAD, TAKE LEFT FORK AND GO SOUTH FOR 3.4 MILES TO A FORK
 GB2364'IN ROAD, TAKE LEFT FORK AND GO SOUTH FOR 1.8 MILE TO A DIM ROAD
 GB2364'RIGHT, TURN RIGHT AND GO IN A WESTERLY DIRECTION FOR APPROXIMATELY
 GB2364'1.25 MILE TO A FORK IN ROAD, TAKE LEFT FORK AND CONTINUE IN A
 GB2364'WESTERLY DIRECTION FOR APPROXIMATELY 1 MILE TO THE AZIMUTH MARK ON
 GB2364'THE LEFT, CONTINUE ON DIM ROAD FOR APPROXIMATELY 0.7 MILE TO THE TOP
 GB2364'OF HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1065 ***********************************************************************
 FD1065  DESIGNATION -  WOLF AZ MK
 FD1065  PID         -  FD1065
 FD1065  STATE/COUNTY-  TN/LAWRENCE
 FD1065  USGS QUAD   -  ST JOSEPH (1976)
 FD1065
 FD1065                         *CURRENT SURVEY CONTROL
 FD1065  ___________________________________________________________________
 FD1065* NAD 83(1986)-  35 01 07.     (N)    087 30 31.     (W)     SCALED    
 FD1065* NAVD 88     -       240.377  (meters)     788.64   (feet)  ADJUSTED  
 FD1065  ___________________________________________________________________
 FD1065  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1065  DYNAMIC HT  -         240.148 (meters)     787.89  (feet)  COMP
 FD1065  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD1065
 FD1065  VERT ORDER  -  SECOND    CLASS 0
 FD1065
 FD1065.The horizontal coordinates were scaled from a topographic map and have
 FD1065.an estimated accuracy of +/- 6 seconds.
 FD1065
 FD1065.The orthometric height was determined by differential leveling
 FD1065.and adjusted by the National Geodetic Survey in June 1991..
 FD1065
 FD1065.The geoid height was determined by GEOID03.
 FD1065
 FD1065.The dynamic height is computed by dividing the NAVD 88
 FD1065.geopotential number by the normal gravity value computed on the
 FD1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1065.degrees latitude (g = 980.6199 gals.).
 FD1065
 FD1065.The modeled gravity was interpolated from observed gravity values.
 FD1065
 FD1065;                    North         East    Units  Estimated Accuracy
 FD1065;SPC TN       -    77,090.      462,310.      MT  (+/- 180 meters Scaled)
 FD1065
 FD1065                          SUPERSEDED SURVEY CONTROL
 FD1065
 FD1065  NGVD 29 (??/??/92)  240.345  (m)          788.53   (f) ADJ UNCH    2 0
 FD1065
 FD1065.Superseded values are not recommended for survey control.
 FD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1065.See file dsdata.txt to determine how the superseded data were derived.
 FD1065
 FD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD535752(NAD 83)
 FD1065_MARKER: DD = SURVEY DISK
 FD1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1065_STAMPING: WOLF AZI 1962
 FD1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1065+STABILITY: SURFACE MOTION
 FD1065
 FD1065  HISTORY     - Date     Condition        Report By
 FD1065  HISTORY     - 1962     MONUMENTED       TNHD
 FD1065  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1065
 FD1065                          STATION DESCRIPTION
 FD1065
 FD1065'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1065'1.6 MI S FROM ST JOSEPH.
 FD1065'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND MAIN STREET, AT THE
 FD1065'SOUTH EDGE OF ST. JOSEPH, LAWRENCE COUNTY, GO SOUTH ON U.S.
 FD1065'HIGHWAY 43 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  THE AZIMUTH
 FD1065'MARK IS 38 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 2.7
 FD1065'FEET EAST OF A TELEPHONE POLE AND 3.1 FEET SOUTHEAST OF A WITNESS
 FD1065'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1065'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD1065'WITH THE GROUND.
 FD1065
 FD1065                          STATION RECOVERY (1983)
 FD1065
 FD1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1065'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1068 ***********************************************************************
 FD1068  DESIGNATION -  WOLF RM 1
 FD1068  PID         -  FD1068
 FD1068  STATE/COUNTY-  TN/LAWRENCE
 FD1068  USGS QUAD   -  ST JOSEPH (1976)
 FD1068
 FD1068                         *CURRENT SURVEY CONTROL
 FD1068  ___________________________________________________________________
 FD1068* NAD 83(1986)-  35 01 14.     (N)    087 30 29.     (W)     SCALED    
 FD1068* NAVD 88     -       242.259  (meters)     794.81   (feet)  ADJUSTED  
 FD1068  ___________________________________________________________________
 FD1068  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1068  DYNAMIC HT  -         242.029 (meters)     794.06  (feet)  COMP
 FD1068  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FD1068
 FD1068  VERT ORDER  -  SECOND    CLASS 0
 FD1068
 FD1068.The horizontal coordinates were scaled from a topographic map and have
 FD1068.an estimated accuracy of +/- 6 seconds.
 FD1068
 FD1068.The orthometric height was determined by differential leveling
 FD1068.and adjusted by the National Geodetic Survey in June 1991..
 FD1068
 FD1068.The geoid height was determined by GEOID03.
 FD1068
 FD1068.The dynamic height is computed by dividing the NAVD 88
 FD1068.geopotential number by the normal gravity value computed on the
 FD1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1068.degrees latitude (g = 980.6199 gals.).
 FD1068
 FD1068.The modeled gravity was interpolated from observed gravity values.
 FD1068
 FD1068;                    North         East    Units  Estimated Accuracy
 FD1068;SPC TN       -    77,310.      462,370.      MT  (+/- 180 meters Scaled)
 FD1068
 FD1068                          SUPERSEDED SURVEY CONTROL
 FD1068
 FD1068  NGVD 29 (??/??/92)  242.226  (m)          794.70   (f) ADJ UNCH    2 0
 FD1068
 FD1068.Superseded values are not recommended for survey control.
 FD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1068.See file dsdata.txt to determine how the superseded data were derived.
 FD1068
 FD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD536754(NAD 83)
 FD1068_MARKER: DD = SURVEY DISK
 FD1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1068_STAMPING: WOLF RM 1 1962
 FD1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1068+STABILITY: SURFACE MOTION
 FD1068
 FD1068  HISTORY     - Date     Condition        Report By
 FD1068  HISTORY     - 1962     MONUMENTED       TNHD
 FD1068  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1068
 FD1068                          STATION DESCRIPTION
 FD1068
 FD1068'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1068'1.5 MI S FROM ST JOSEPH.
 FD1068'THIS MARK IS LOCATED AT THE WOLF 1962 STATION SITE, 35 FEET EAST
 FD1068'OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET SOUTH OF A TELEPHONE
 FD1068'POLE, 6 FEET WEST OF A FENCE AND 88 FEET NORTH OF THE STATION.
 FD1068'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD1068'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2 INCHES
 FD1068'ABOVE THE GROUND.
 FD1068
 FD1068                          STATION RECOVERY (1983)
 FD1068
 FD1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1068'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0032 ***********************************************************************
 FE0032  DESIGNATION -  WOLF RM 1
 FE0032  PID         -  FE0032
 FE0032  STATE/COUNTY-  TN/DECATUR
 FE0032  USGS QUAD   -  SUGAR TREE (1986)
 FE0032
 FE0032                         *CURRENT SURVEY CONTROL
 FE0032  ___________________________________________________________________
 FE0032* NAD 83(1986)-  35 49 44.     (N)    088 06 29.     (W)     SCALED    
 FE0032* NAVD 88     -       185.712  (meters)     609.29   (feet)  ADJUSTED  
 FE0032  ___________________________________________________________________
 FE0032  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0032  DYNAMIC HT  -         185.551 (meters)     608.76  (feet)  COMP
 FE0032  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 FE0032
 FE0032  VERT ORDER  -  SECOND    CLASS 0
 FE0032
 FE0032.The horizontal coordinates were scaled from a topographic map and have
 FE0032.an estimated accuracy of +/- 6 seconds.
 FE0032
 FE0032.The orthometric height was determined by differential leveling
 FE0032.and adjusted by the National Geodetic Survey in June 1991..
 FE0032
 FE0032.The geoid height was determined by GEOID03.
 FE0032
 FE0032.The dynamic height is computed by dividing the NAVD 88
 FE0032.geopotential number by the normal gravity value computed on the
 FE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0032.degrees latitude (g = 980.6199 gals.).
 FE0032
 FE0032.The modeled gravity was interpolated from observed gravity values.
 FE0032
 FE0032;                    North         East    Units  Estimated Accuracy
 FE0032;SPC TN       -   167,980.      409,550.      MT  (+/- 180 meters Scaled)
 FE0032
 FE0032                          SUPERSEDED SURVEY CONTROL
 FE0032
 FE0032  NGVD 29 (??/??/??)  185.733  (m)          609.36   (f) ADJUSTED    2 0
 FE0032
 FE0032.Superseded values are not recommended for survey control.
 FE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0032.See file dsdata.txt to determine how the superseded data were derived.
 FE0032
 FE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE999655(NAD 83)
 FE0032_MARKER: DR = REFERENCE MARK DISK
 FE0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0032_STAMPING: WOLF NO 1959
 FE0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0032+STABILITY: SURFACE MOTION
 FE0032
 FE0032  HISTORY     - Date     Condition        Report By
 FE0032  HISTORY     - 1959     MONUMENTED       CGS
 FE0032
 FE0032                          STATION DESCRIPTION
 FE0032
 FE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0032'3.9 MI SW FROM MC ILLWAIN.
 FE0032'THIS MARK IS LOCATED AT THE WOLF 1959 STATION SITE, 69.5 FT. NORTH
 FE0032'OF THE STATION MARK, A DISK SET IN TOP OF A CONCRETE POST SET
 FE0032'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1066 ***********************************************************************
 FD1066  DESIGNATION -  WOLF RM 2
 FD1066  PID         -  FD1066
 FD1066  STATE/COUNTY-  TN/LAWRENCE
 FD1066  USGS QUAD   -  ST JOSEPH (1976)
 FD1066
 FD1066                         *CURRENT SURVEY CONTROL
 FD1066  ___________________________________________________________________
 FD1066* NAD 83(1986)-  35 01 14.     (N)    087 30 29.     (W)     SCALED    
 FD1066* NAVD 88     -       242.141  (meters)     794.42   (feet)  ADJUSTED  
 FD1066  ___________________________________________________________________
 FD1066  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1066  DYNAMIC HT  -         241.910 (meters)     793.67  (feet)  COMP
 FD1066  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FD1066
 FD1066  VERT ORDER  -  FIRST     CLASS II
 FD1066
 FD1066.The horizontal coordinates were scaled from a topographic map and have
 FD1066.an estimated accuracy of +/- 6 seconds.
 FD1066
 FD1066.The orthometric height was determined by differential leveling
 FD1066.and adjusted by the National Geodetic Survey in June 1991..
 FD1066.WARNING-Repeat measurements at this control monument indicate possible
 FD1066.vertical movement.
 FD1066
 FD1066.The geoid height was determined by GEOID03.
 FD1066
 FD1066.The dynamic height is computed by dividing the NAVD 88
 FD1066.geopotential number by the normal gravity value computed on the
 FD1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1066.degrees latitude (g = 980.6199 gals.).
 FD1066
 FD1066.The modeled gravity was interpolated from observed gravity values.
 FD1066
 FD1066;                    North         East    Units  Estimated Accuracy
 FD1066;SPC TN       -    77,310.      462,370.      MT  (+/- 180 meters Scaled)
 FD1066
 FD1066                          SUPERSEDED SURVEY CONTROL
 FD1066
 FD1066  NGVD 29 (??/??/92)  242.115  (m)          794.34   (f) ADJ UNCH    1 2
 FD1066
 FD1066.Superseded values are not recommended for survey control.
 FD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1066.See file dsdata.txt to determine how the superseded data were derived.
 FD1066
 FD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD536754(NAD 83)
 FD1066_MARKER: DD = SURVEY DISK
 FD1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1066_STAMPING: WOLF RM 2 1962
 FD1066_MARK LOGO: TNHD  
 FD1066_PROJECTION: FLUSH
 FD1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1066+STABILITY: SURFACE MOTION
 FD1066
 FD1066  HISTORY     - Date     Condition        Report By
 FD1066  HISTORY     - 1962     MONUMENTED       TNHD
 FD1066  HISTORY     - 1983     GOOD             NGS
 FD1066
 FD1066                          STATION DESCRIPTION
 FD1066
 FD1066'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1066'1.5 MI S FROM ST JOSEPH.
 FD1066'THIS MARK IS LOCATED AT THE WOLF 1962 STATION SITE, 30 FEET
 FD1066'EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 73 FEET NORTH OF THE
 FD1066'NORTH ONE OF TWO WALNUT TREES, 11 FEET WEST OF A FENCE, 11 FEET
 FD1066'SOUTHWEST OF A TELEPHONE POLE AND 91 FEET SOUTH OF THE STATION.
 FD1066'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD1066'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1066'GROUND.
 FD1066
 FD1066                          STATION RECOVERY (1983)
 FD1066
 FD1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1066'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM
 FD1066'(1.0 MI) SOUTH ALONG MAIN STREET FROM THE JUNCTION OF IRON CITY ROAD
 FD1066'IN ST. JOSEPH, THENCE 0.24 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 43
 FD1066'TO THE MARK ON THE LEFT, ABOUT 61.0 METERS (200.0 FT) NORTH OF PRIVATE
 FD1066'ENTRANCE GATE LEADING EAST, 9.5 METERS (31.0 FT) EAST OF THE
 FD1066'CENTERLINE OF THE HIGHWAY, 27.7 METERS (91.0 FT) SOUTH OF
 FD1066'TRIANGULATION STATION WOLF, AND 3.4 METERS (11.0 FT) WEST OF A FENCE.
 FD1066'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0033 ***********************************************************************
 FE0033  DESIGNATION -  WOLF RM 2
 FE0033  PID         -  FE0033
 FE0033  STATE/COUNTY-  TN/DECATUR
 FE0033  USGS QUAD   -  SUGAR TREE (1986)
 FE0033
 FE0033                         *CURRENT SURVEY CONTROL
 FE0033  ___________________________________________________________________
 FE0033* NAD 83(1986)-  35 49 44.     (N)    088 06 29.     (W)     SCALED    
 FE0033* NAVD 88     -       183.912  (meters)     603.38   (feet)  ADJUSTED  
 FE0033  ___________________________________________________________________
 FE0033  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0033  DYNAMIC HT  -         183.753 (meters)     602.86  (feet)  COMP
 FE0033  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 FE0033
 FE0033  VERT ORDER  -  SECOND    CLASS 0
 FE0033
 FE0033.The horizontal coordinates were scaled from a topographic map and have
 FE0033.an estimated accuracy of +/- 6 seconds.
 FE0033
 FE0033.The orthometric height was determined by differential leveling
 FE0033.and adjusted by the National Geodetic Survey in June 1991..
 FE0033
 FE0033.The geoid height was determined by GEOID03.
 FE0033
 FE0033.The dynamic height is computed by dividing the NAVD 88
 FE0033.geopotential number by the normal gravity value computed on the
 FE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0033.degrees latitude (g = 980.6199 gals.).
 FE0033
 FE0033.The modeled gravity was interpolated from observed gravity values.
 FE0033
 FE0033;                    North         East    Units  Estimated Accuracy
 FE0033;SPC TN       -   167,980.      409,550.      MT  (+/- 180 meters Scaled)
 FE0033
 FE0033                          SUPERSEDED SURVEY CONTROL
 FE0033
 FE0033  NGVD 29 (??/??/??)  183.933  (m)          603.45   (f) ADJUSTED    2 0
 FE0033
 FE0033.Superseded values are not recommended for survey control.
 FE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0033.See file dsdata.txt to determine how the superseded data were derived.
 FE0033
 FE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE999655(NAD 83)
 FE0033_MARKER: DR = REFERENCE MARK DISK
 FE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0033_STAMPING: WOLF NO 2 1959
 FE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0033+STABILITY: SURFACE MOTION
 FE0033
 FE0033  HISTORY     - Date     Condition        Report By
 FE0033  HISTORY     - 1959     MONUMENTED       CGS
 FE0033
 FE0033                          STATION DESCRIPTION
 FE0033
 FE0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0033'3.9 MI SW FROM MC ILLWAIN.
 FE0033'THIS MARK IS LOCATED AT THE WOLF 1959 STATION SITE, 75.4 FT.
 FE0033'WEST OF THE STATION MARK, A DISK SET IN TOP OF A CONCRETE POST,
 FE0033'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1421 ***********************************************************************
 GA1421  DESIGNATION -  WOLFE
 GA1421  PID         -  GA1421
 GA1421  STATE/COUNTY-  TN/HAWKINS
 GA1421  USGS QUAD   -  CHURCH HILL (1991)
 GA1421
 GA1421                         *CURRENT SURVEY CONTROL
 GA1421  ___________________________________________________________________
 GA1421* NAD 83(1995)-  36 31 01.94169(N)    082 42 33.59241(W)     ADJUSTED  
 GA1421* NAVD 88     -       393.434  (meters)    1290.79   (feet)  ADJUSTED  
 GA1421  ___________________________________________________________________
 GA1421  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GA1421  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1421  DYNAMIC HT  -         393.080 (meters)    1289.63  (feet)  COMP
 GA1421  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GA1421
 GA1421  HORZ ORDER  -  SECOND
 GA1421  VERT ORDER  -  SECOND    CLASS 0
 GA1421
 GA1421.The horizontal coordinates were established by classical geodetic methods
 GA1421.and adjusted by the National Geodetic Survey in April 1999..
 GA1421
 GA1421.The orthometric height was determined by differential leveling
 GA1421.and adjusted by the National Geodetic Survey in June 1991..
 GA1421
 GA1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1421
 GA1421.The geoid height was determined by GEOID03.
 GA1421
 GA1421.The dynamic height is computed by dividing the NAVD 88
 GA1421.geopotential number by the normal gravity value computed on the
 GA1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1421.degrees latitude (g = 980.6199 gals.).
 GA1421
 GA1421.The modeled gravity was interpolated from observed gravity values.
 GA1421
 GA1421;                    North         East     Units Scale Factor Converg.
 GA1421;SPC TN       -   247,260.288   894,699.572   MT  1.00001938   +1 55 35.4
 GA1421;SPC TN       -   811,219.79  2,935,360.18   sFT  1.00001938   +1 55 35.4
 GA1421;UTM  17      - 4,042,675.434   346,947.580   MT  0.99988861   -1 01 02.5
 GA1421
 GA1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1421!SPC TN       -   0.99994318  x   1.00001938  =   0.99996255
 GA1421!UTM  17      -   0.99994318  x   0.99988861  =   0.99983179
 GA1421
 GA1421:                Primary Azimuth Mark                     Grid Az
 GA1421:SPC TN       -  CHURCH HILL FIRST BAPTIST CH             000 02 41.0
 GA1421:UTM  17      -  CHURCH HILL FIRST BAPTIST CH             002 59 18.9
 GA1421
 GA1421|---------------------------------------------------------------------|
 GA1421| PID    Reference Object                     Distance      Geod. Az  |
 GA1421|                                                           dddmmss.s |
 GA1421| GA3438 CHURCH HILL FIRST BAPTIST CH        APPROX. 0.6 KM 0015816.4 |
 GA1421| GA3437 BLOCK CITY FIRST BAPTIST CH         APPROX. 4.1 KM 0531346.5 |
 GA1421| GA1424 MARTIN                              APPROX. 2.4 KM 0585238.2 |
 GA1421| GA1420 WOLFE RM 1                           27.472 METERS 06250     |
 GA1421| GA1422 WOLFE RM 2                           22.962 METERS 15344     |
 GA1421| GA3439 CHURCH HILL RAD STA WMCH MAST       APPROX. 3.5 KM 2762952.7 |
 GA1421|---------------------------------------------------------------------|
 GA1421
 GA1421                          SUPERSEDED SURVEY CONTROL
 GA1421
 GA1421  NAD 83(1995)-  36 31 01.94290(N)    082 42 33.59415(W) AD(       ) 2
 GA1421  NAD 83(1995)-  36 31 01.94640(N)    082 42 33.60816(W) AD(       ) 2
 GA1421  NAD 83(1995)-  36 31 01.94769(N)    082 42 33.59530(W) AD(       ) 2
 GA1421  NAD 83(1986)-  36 31 01.94926(N)    082 42 33.59594(W) AD(       ) 2
 GA1421  NAD 27      -  36 31 01.59464(N)    082 42 34.01909(W) AD(       ) 2
 GA1421  NGVD 29 (07/19/86)  393.60   (m)         1291.3    (f) LEVELING    3  
 GA1421
 GA1421.Superseded values are not recommended for survey control.
 GA1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1421.See file dsdata.txt to determine how the superseded data were derived.
 GA1421
 GA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4694842675(NAD 83)
 GA1421_MARKER: DD = SURVEY DISK
 GA1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1421_STAMPING: WOLFE 1963
 GA1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1421+STABILITY: SURFACE MOTION
 GA1421
 GA1421  HISTORY     - Date     Condition        Report By
 GA1421  HISTORY     - 1963     MONUMENTED       TNHD
 GA1421  HISTORY     - 1964     GOOD             TNHD
 GA1421
 GA1421                          STATION DESCRIPTION
 GA1421
 GA1421'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1421'THE STATION IS LOCATED IN CHURCH HILL.
 GA1421'
 GA1421'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 0.1 MILE
 GA1421'WEST ON U.S.  HIGHWAY 11W
 GA1421'TO S.  CENTRAL AVENUE ON THE LEFT.  TURN LEFT AND
 GA1421'GO 0.4 MILE SOUTHWEST ON S.  CENTRAL
 GA1421'AVENUE TO THE HOME OF RHEA E.
 GA1421'WOLFE ON THE RIGHT.  TURN RIGHT ONTO THE GRAVELED DRIVE
 GA1421'AND GO ABOUT 80
 GA1421'FEET WEST TO A WOODEN GATE, CONTINUE STRAIGHT AHEAD, PASSING
 GA1421'THROUGH THE GATE, FOR
 GA1421'ABOUT 95 FEET WEST TO THE STATION AS DESCRIBED.
 GA1421'
 GA1421'THE STATION IS 95 FEET WEST OF A WOODEN GATE, 31 FEET NORTHWEST OF A
 GA1421'FENCE CORNER, 10 FEET
 GA1421'EAST OF A NORTHWEST-SOUTHEAST FENCE LINE AND 4.4 FEET
 GA1421'EAST OF A WITNESS POST.  THE
 GA1421'SURFACE AND UNDERGROUND MARKS ARE
 GA1421'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA1421'ARE STAMPED WOLFE
 GA1421'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA1421'THE SURFACE
 GA1421'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA1421'MONUMENT.
 GA1421'
 GA1421'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE SOUTHWEST CORNER OF A
 GA1421'WOODEN GARAGE, 11 FEET
 GA1421'NORTHWEST OF THE APPROXIMATE CENTER OF THE WOODEN
 GA1421'GATE AND 2 FEET SOUTHWEST OF A
 GA1421'FENCE CORNER.  IT IS A STANDARD
 GA1421'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1421'10-INCH SQUARE, FLUSH,
 GA1421'CONCRETE MONUMENT AND THE DISK IS STAMPED WOLFE RM-1 1963.
 GA1421'
 GA1421'REFERENCE MARK NO. 2 IS 26 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GA1421'A WOODEN SHED, 26 FEET
 GA1421'NORTH OF A FENCE CORNER, 15 FEET SOUTH OF A FENCE
 GA1421'CORNER AND 7 FEET EAST OF A
 GA1421'NORTHWEST-SOUTHEAST FENCE LINE.  IT IS A
 GA1421'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1421'IN A 10-INCH SQUARE,
 GA1421'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WOLFE RM-2 1963.
 GA1421'
 GA1421'THE AZIMUTH MARK IS THE FIRST FREE WILL BAPTIST CHURCH OF CHURCH
 GA1421'HILL.  IT IS A RED BRICK
 GA1421'BUILDING TRIMED IN WHITE WITH A LIGHT GREY ROOF.  IT HAS
 GA1421'A SMALL SPIRE IN THE FRONT OF
 GA1421'THE BUILDING WITH AN OVER ALL HEIGHT OF
 GA1421'ABOUT 90 FEET AND THE SPIRE IS PAINTED WHITE.
 GA1421'THE POINT OBSERVED WAS
 GA1421'THE ROD, PAINTED WHITE, AT THE EXTREME TOP.
 GA1421'
 GA1421'TO REACH THE AZIMUTH FROM THE POST OFFICE IN CHURCH HILL, GO 0.3 MILE
 GA1421'EAST ON U.S.  HIGHWAY 11W
 GA1421'TO THE INTERSECTION OF MAPLE AVENUE ON THE LEFT.
 GA1421'TURN LEFT AND GO 0.1 MILE NORTH ON
 GA1421'MAPLE AVENUE TO THE STATION ON THE
 GA1421'RIGHT.
 GA1421'
 GA1421'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA1421'
 GA1421'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA1421
 GA1421                          STATION RECOVERY (1964)
 GA1421
 GA1421'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1421'IN CHURCH HILL.
 GA1421'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 0.1
 GA1421'MILE WEST ON U.S. HIGHWAY 11W TO S. CENTRAL AVENUE ON THE LEFT.
 GA1421'TURN LEFT AND GO 0.4 MILE SOUTHWEST ON S. CENTRAL AVENUE TO THE
 GA1421'HOME OF RHEA E. WOLFE ON THE RIGHT.  TURN RIGHT ONTO THE GRAVELED
 GA1421'DRIVE AND GO ABOUT 80 FEET WEST TO A WOODEN GATE, CONTINUE STRAIGHT
 GA1421'AHEAD, PASSING THROUGH THE GATE, FOR ABOUT 95 FEET WEST TO THE
 GA1421'STATION.  THE STATION IS 95 FEET WEST OF A WOODEN GATE, 31 FEET
 GA1421'NORTHWEST OF A FENCE CORNER, 10 FEET EAST OF A NORTHWEST-SOUTHEAST
 GA1421'FENCE LINE AND 4.4 FEET EAST OF A WITNESS POST.  THE MARK IS A
 GA1421'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1421'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1420 ***********************************************************************
 GA1420  DESIGNATION -  WOLFE RM 1
 GA1420  PID         -  GA1420
 GA1420  STATE/COUNTY-  TN/HAWKINS
 GA1420  USGS QUAD   -  CHURCH HILL (1991)
 GA1420
 GA1420                         *CURRENT SURVEY CONTROL
 GA1420  ___________________________________________________________________
 GA1420* NAD 83(1986)-  36 31 02.     (N)    082 42 34.     (W)     SCALED    
 GA1420* NAVD 88     -       393.626  (meters)    1291.42   (feet)  ADJUSTED  
 GA1420  ___________________________________________________________________
 GA1420  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1420  DYNAMIC HT  -         393.271 (meters)    1290.26  (feet)  COMP
 GA1420  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GA1420
 GA1420  VERT ORDER  -  SECOND    CLASS 0
 GA1420
 GA1420.The horizontal coordinates were scaled from a topographic map and have
 GA1420.an estimated accuracy of +/- 6 seconds.
 GA1420
 GA1420.The orthometric height was determined by differential leveling
 GA1420.and adjusted by the National Geodetic Survey in June 1991..
 GA1420
 GA1420.The geoid height was determined by GEOID03.
 GA1420
 GA1420.The dynamic height is computed by dividing the NAVD 88
 GA1420.geopotential number by the normal gravity value computed on the
 GA1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1420.degrees latitude (g = 980.6199 gals.).
 GA1420
 GA1420.The modeled gravity was interpolated from observed gravity values.
 GA1420
 GA1420;                    North         East    Units  Estimated Accuracy
 GA1420;SPC TN       -   247,260.      894,690.      MT  (+/- 180 meters Scaled)
 GA1420
 GA1420                          SUPERSEDED SURVEY CONTROL
 GA1420
 GA1420.No superseded survey control is available for this station.
 GA1420
 GA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA469426(NAD 83)
 GA1420_MARKER: DR = REFERENCE MARK DISK
 GA1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1420_STAMPING: WOLFE 1963
 GA1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1420+STABILITY: SURFACE MOTION
 GA1420
 GA1420  HISTORY     - Date     Condition        Report By
 GA1420  HISTORY     - 1963     MONUMENTED       TNHD
 GA1420  HISTORY     - 1964     GOOD             TNHD
 GA1420
 GA1420                          STATION DESCRIPTION
 GA1420
 GA1420'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1420'IN CHURCH HILL.
 GA1420'THE MARK IS LOCATED AT THE WOLFE 1963 STATION SITE, 27 FEET NORTH
 GA1420'OF THE SOUTHWEST CORNER OF A WOODEN GARAGE, 11 FEET NORTHWEST
 GA1420'OF THE APPROXIMATE CENTER OF THE WOODEN GATE AND 2 FEET SOUTHWEST
 GA1420'OF A FENCE CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1420'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GA1420'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1422 ***********************************************************************
 GA1422  DESIGNATION -  WOLFE RM 2
 GA1422  PID         -  GA1422
 GA1422  STATE/COUNTY-  TN/HAWKINS
 GA1422  USGS QUAD   -  CHURCH HILL (1991)
 GA1422
 GA1422                         *CURRENT SURVEY CONTROL
 GA1422  ___________________________________________________________________
 GA1422* NAD 83(1986)-  36 31 02.     (N)    082 42 35.     (W)     SCALED    
 GA1422* NAVD 88     -       393.180  (meters)    1289.96   (feet)  ADJUSTED  
 GA1422  ___________________________________________________________________
 GA1422  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1422  DYNAMIC HT  -         392.826 (meters)    1288.80  (feet)  COMP
 GA1422  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GA1422
 GA1422  VERT ORDER  -  SECOND    CLASS 0
 GA1422
 GA1422.The horizontal coordinates were scaled from a topographic map and have
 GA1422.an estimated accuracy of +/- 6 seconds.
 GA1422
 GA1422.The orthometric height was determined by differential leveling
 GA1422.and adjusted by the National Geodetic Survey in June 1991..
 GA1422
 GA1422.The geoid height was determined by GEOID03.
 GA1422
 GA1422.The dynamic height is computed by dividing the NAVD 88
 GA1422.geopotential number by the normal gravity value computed on the
 GA1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1422.degrees latitude (g = 980.6199 gals.).
 GA1422
 GA1422.The modeled gravity was interpolated from observed gravity values.
 GA1422
 GA1422;                    North         East    Units  Estimated Accuracy
 GA1422;SPC TN       -   247,260.      894,670.      MT  (+/- 180 meters Scaled)
 GA1422
 GA1422                          SUPERSEDED SURVEY CONTROL
 GA1422
 GA1422.No superseded survey control is available for this station.
 GA1422
 GA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA469426(NAD 83)
 GA1422_MARKER: DD = SURVEY DISK
 GA1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1422_STAMPING: WOLFE RM-2 1963
 GA1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1422+STABILITY: SURFACE MOTION
 GA1422
 GA1422  HISTORY     - Date     Condition        Report By
 GA1422  HISTORY     - 1963     MONUMENTED       TNHD
 GA1422  HISTORY     - 1964     GOOD             TNHD
 GA1422
 GA1422                          STATION DESCRIPTION
 GA1422
 GA1422'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1422'IN CHURCH HILL.
 GA1422'THE MARK IS LOCATED AT THE WOLFE 1963 STATION SITE, 26 FEET
 GA1422'NORTHWEST OF THE SOUTHWEST CORNER OF A WOODEN SHED, 26 FEET NORTH
 GA1422'OF A FENCE CORNER, 15 FEET SOUTH OF A FENCE CORNER AND 7 FEET
 GA1422'EAST OF A NORTHWEST-SOUTHEAST FENCE LINE.  THE MARK IS A STANDARD
 GA1422'TENNESSEE HIGHWAY DEPARTMENT SET IN A 10-INCH SQUARE, CONCRETE
 GA1422'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2423 ***********************************************************************
 FE2423  DESIGNATION -  WOODLAND
 FE2423  PID         -  FE2423
 FE2423  STATE/COUNTY-  TN/HAYWOOD
 FE2423  USGS QUAD   -  DENMARK (1981)
 FE2423
 FE2423                         *CURRENT SURVEY CONTROL
 FE2423  ___________________________________________________________________
 FE2423* NAD 83(1995)-  35 33 44.29129(N)    089 07 19.05616(W)     ADJUSTED  
 FE2423* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 FE2423  ___________________________________________________________________
 FE2423  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FE2423  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE2423
 FE2423  HORZ ORDER  -  SECOND
 FE2423
 FE2423.The horizontal coordinates were established by classical geodetic methods
 FE2423.and adjusted by the National Geodetic Survey in April 1999..
 FE2423
 FE2423.The orthometric height was scaled from a topographic map.
 FE2423
 FE2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2423
 FE2423.The geoid height was determined by GEOID03.
 FE2423
 FE2423;                    North         East     Units Scale Factor Converg.
 FE2423;SPC TN       -   140,866.975   317,024.793   MT  0.99995959   -1 49 39.8
 FE2423;SPC TN       -   462,161.07  1,040,105.51   sFT  0.99995959   -1 49 39.8
 FE2423;UTM  16      - 3,937,474.933   307,687.239   MT  1.00005578   -1 14 04.1
 FE2423
 FE2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2423!SPC TN       -   0.99998164  x   0.99995959  =   0.99994123
 FE2423!UTM  16      -   0.99998164  x   1.00005578  =   1.00003742
 FE2423
 FE2423|---------------------------------------------------------------------|
 FE2423| PID    Reference Object                     Distance      Geod. Az  |
 FE2423|                                                           dddmmss.s |
 FE2423| CG5395 WOODLAND RM 1                        18.013 METERS 04606     |
 FE2423| CG5394 WOODLAND AZ MK                                     2533429.8 |
 FE2423| CG5396 WOODLAND RM 2                        19.028 METERS 28858     |
 FE2423| FE2424 ATT RAD STA KIN 97 MAST             APPROX. 6.3 KM 3052228.6 |
 FE2423|---------------------------------------------------------------------|
 FE2423
 FE2423                          SUPERSEDED SURVEY CONTROL
 FE2423
 FE2423  NAD 83(1995)-  35 33 44.29688(N)    089 07 19.05942(W) AD(       ) 2
 FE2423  NAD 83(1986)-  35 33 44.30289(N)    089 07 19.05714(W) AD(       ) 2
 FE2423  NAD 27      -  35 33 44.02480(N)    089 07 18.81980(W) AD(       ) 2
 FE2423
 FE2423.Superseded values are not recommended for survey control.
 FE2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2423.See file dsdata.txt to determine how the superseded data were derived.
 FE2423
 FE2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0768737475(NAD 83)
 FE2423_MARKER: DS = TRIANGULATION STATION DISK
 FE2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2423
 FE2423  HISTORY     - Date     Condition        Report By
 FE2423  HISTORY     - 1958     MONUMENTED       CGS
 FE2423  HISTORY     - 1959     GOOD             CGS
 FE2423
 FE2423                          STATION DESCRIPTION
 FE2423
 FE2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2423'THE STATION IS ABOUT 9 MILES EAST OF BROWNSVILLE, ABOUT 2 MILES SOUTH
 FE2423'OF THE SMALL VILLAGE OF UNION AND ON PROPERTY OWNED BY DR. R.T.
 FE2423'KEETON.  IT IS 334 FEET NORTH OF THE INTERSECTION OF A DIRT DRIVEWAY
 FE2423'AND AN EAST-WEST GRAVELED ROAD, 66 FEET NORTHWEST OF THE NORTHWEST
 FE2423'CORNER OF A CONCRETE BLOCK HOUSE AND 15 FEET SOUTH OF A WHITE WITNESS
 FE2423'POST AND A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2423'WOODLAND 1958.
 FE2423'
 FE2423'TO REACH THE STATION FROM THE UNION GROVE METHODIST CHURCH IN UNION,
 FE2423'GO SOUTH AND EAST ON THE PAVED ROAD FOR 1.45 MILES TO A FORK.  TAKE
 FE2423'THE RIGHT FORK AND GO SOUTH FOR 0.25 MILE TO A GRAVELED SIDE ROAD
 FE2423'RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 FE2423'DIRT DRIVEWAY TO THE RIGHT AND THE STATION AS DESCRIBED.
 FE2423'
 FE2423'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE WEST FOR 0.35
 FE2423'MILE TO A REVERSE Y ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 FE2423'DESCRIBED.
 FE2423'
 FE2423'REFERENCE MARK 1 IS 48 FEET NORTHEAST OF THE WHITE WITNESS POST AND 1
 FE2423'FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2423'STAMPED WOODLAND NO 1 1958.
 FE2423'
 FE2423'REFERENCE MARK 2 IS 62 FEET WEST OF THE WHITE WITNESS POST AND 1 FOOT
 FE2423'SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2423'WOODLAND NO 2 1958.
 FE2423'
 FE2423'THE AZIMUTH MARK IS 46 FEET EAST OF A 40 INCH OAK TREE, 39 FEET
 FE2423'NORTHEAST OF THE INTERSECTION OF THE GRAVELED ROAD AND THE REVERSE
 FE2423'Y, 18 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET
 FE2423'EAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 FE2423'AND THE DISK IS STAMPED WOODLAND 1958.
 FE2423'
 FE2423'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2423
 FE2423                          STATION RECOVERY (1959)
 FE2423
 FE2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2423'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2423'GOOD CONDITION. THE DESCRIPTION WAS FOUND TO BE ENTIRELY
 FE2423'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2671 ***********************************************************************
 GC2671  DESIGNATION -  WOODLAWN
 GC2671  PID         -  GC2671
 GC2671  STATE/COUNTY-  TN/MONTGOMERY
 GC2671  USGS QUAD   -  WOODLAWN (1982)
 GC2671
 GC2671                         *CURRENT SURVEY CONTROL
 GC2671  ___________________________________________________________________
 GC2671* NAD 83(1995)-  36 32 41.11366(N)    087 30 03.52878(W)     ADJUSTED  
 GC2671* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 GC2671  ___________________________________________________________________
 GC2671  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GC2671  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2671
 GC2671  HORZ ORDER  -  SECOND
 GC2671
 GC2671.The horizontal coordinates were established by classical geodetic methods
 GC2671.and adjusted by the National Geodetic Survey in April 1999..
 GC2671
 GC2671.The orthometric height was scaled from a topographic map.
 GC2671
 GC2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2671
 GC2671.The geoid height was determined by GEOID03.
 GC2671
 GC2671;                    North         East     Units Scale Factor Converg.
 GC2671;SPC TN       -   246,393.025   465,604.837   MT  1.00002523   -0 52 43.4
 GC2671;SPC TN       -   808,374.45  1,527,571.87   sFT  1.00002523   -0 52 43.4
 GC2671;UTM  16      - 4,044,489.097   455,160.249   MT  0.99962477   -0 17 53.9
 GC2671
 GC2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2671!SPC TN       -   0.99997388  x   1.00002523  =   0.99999911
 GC2671!UTM  16      -   0.99997388  x   0.99962477  =   0.99959866
 GC2671
 GC2671|---------------------------------------------------------------------|
 GC2671| PID    Reference Object                     Distance      Geod. Az  |
 GC2671|                                                           dddmmss.s |
 GC2671| CG6991 WOODLAWN RM 2                        27.310 METERS 03356     |
 GC2671| CG6989 WOODLAWN AZ MK                                     0754509.6 |
 GC2671| CG6990 WOODLAWN RM 1                        27.526 METERS 28327     |
 GC2671|---------------------------------------------------------------------|
 GC2671
 GC2671                          SUPERSEDED SURVEY CONTROL
 GC2671
 GC2671  NAD 83(1995)-  36 32 41.11498(N)    087 30 03.53154(W) AD(       ) 2
 GC2671  NAD 83(1995)-  36 32 41.11584(N)    087 30 03.53393(W) AD(       ) 2
 GC2671  NAD 83(1986)-  36 32 41.12439(N)    087 30 03.53349(W) AD(       ) 2
 GC2671  NAD 27      -  36 32 40.94800(N)    087 30 03.49200(W) AD(       ) 2
 GC2671
 GC2671.Superseded values are not recommended for survey control.
 GC2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2671.See file dsdata.txt to determine how the superseded data were derived.
 GC2671
 GC2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5516044489(NAD 83)
 GC2671_MARKER: DS = TRIANGULATION STATION DISK
 GC2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2671
 GC2671  HISTORY     - Date     Condition        Report By
 GC2671  HISTORY     - 1953     MONUMENTED       CGS
 GC2671  HISTORY     - 1957     GOOD             CGS
 GC2671
 GC2671                          STATION DESCRIPTION
 GC2671
 GC2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2671'STATION IS LOCATED 8 MILES WEST OF CLARKSVILLE ON THE GROUNDS OF THE
 GC2671'WOODLAWN SCHOOL.  IT IS 223 FEET NORTH OF THE NORTHEAST CORNER
 GC2671'OF THE SCHOOL BUILDING, 191 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GC2671'79 AND 55 FEET WEST OF THE CENTER OF A SCHOOL DRIVE.  THE MARK IS
 GC2671'FLUSH AND THE DISK IS STAMPED WOODLAWN 1953.
 GC2671'
 GC2671'REFERENCE MARK NO. 1 IS 164 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC2671'AND 140 FEET WEST OF THE CENTER OF THE SCHOOL DRIVE. THE MARK IS
 GC2671'FLUSH AND THE DISK IS STAMPED WOODLAWN NO. 1 1953.
 GC2671'
 GC2671'REFERENCE MARK NO. 2 IS 128 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 GC2671'14 FEET WEST OF THE CENTER OF THE SCHOOL DRIVE AND 2 FEET SOUTH OF A
 GC2671'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2671'WOODLAWN NO. 2 1953.
 GC2671'
 GC2671'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 GC2671'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 GC2671'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WOODLAWN 1953.
 GC2671'
 GC2671'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 79 AND
 GC2671'41A, 2 MILE NORTHWEST OF CLARKSVILLE, GO WEST ON HIGHWAY 79 FOR
 GC2671'5.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 GC2671'FOR 0.3 MILE TO THE WOODLAWN SCHOOL AND THE STATION AS DESCRIBED.
 GC2671'
 GC2671'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2671
 GC2671                          STATION RECOVERY (1957)
 GC2671
 GC2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2671'STATION, REFERENCE MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2223 ***********************************************************************
 FE2223  DESIGNATION -  WOODS
 FE2223  PID         -  FE2223
 FE2223  STATE/COUNTY-  TN/HENDERSON
 FE2223  USGS QUAD   -  LEXINGTON (1992)
 FE2223
 FE2223                         *CURRENT SURVEY CONTROL
 FE2223  ___________________________________________________________________
 FE2223* NAD 83(1995)-  35 37 59.37290(N)    088 27 33.37379(W)     ADJUSTED  
 FE2223* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 FE2223  ___________________________________________________________________
 FE2223  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2223  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2223
 FE2223  HORZ ORDER  -  SECOND
 FE2223
 FE2223.The horizontal coordinates were established by classical geodetic methods
 FE2223.and adjusted by the National Geodetic Survey in April 1999..
 FE2223
 FE2223.The orthometric height was scaled from a topographic map.
 FE2223
 FE2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2223
 FE2223.The geoid height was determined by GEOID03.
 FE2223
 FE2223;                    North         East     Units Scale Factor Converg.
 FE2223;SPC TN       -   147,012.947   377,274.305   MT  0.99995452   -1 26 23.1
 FE2223;SPC TN       -   482,324.98  1,237,774.12   sFT  0.99995452   -1 26 23.1
 FE2223;UTM  16      - 3,944,242.101   367,868.384   MT  0.99981514   -0 51 01.0
 FE2223
 FE2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2223!SPC TN       -   0.99997459  x   0.99995452  =   0.99992912
 FE2223!UTM  16      -   0.99997459  x   0.99981514  =   0.99978974
 FE2223
 FE2223|---------------------------------------------------------------------|
 FE2223| PID    Reference Object                     Distance      Geod. Az  |
 FE2223|                                                           dddmmss.s |
 FE2223| CG5397 WOODS RM 1                           27.703 METERS 01037     |
 FE2223| FE2222 LEXINGTON TANK                      APPROX. 6.0 KM 0780119.8 |
 FE2223| FE2313 BROWN                               APPROX.12.6 KM 2123247.0 |
 FE2223| CG5398 WOODS RM 2                           35.366 METERS 25855     |
 FE2223|---------------------------------------------------------------------|
 FE2223
 FE2223                          SUPERSEDED SURVEY CONTROL
 FE2223
 FE2223  NAD 83(1995)-  35 37 59.37724(N)    088 27 33.38104(W) AD(       ) 2
 FE2223  NAD 83(1986)-  35 37 59.38403(N)    088 27 33.37518(W) AD(       ) 2
 FE2223  NAD 27      -  35 37 59.12900(N)    088 27 33.19300(W) AD(       ) 2
 FE2223
 FE2223.Superseded values are not recommended for survey control.
 FE2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2223.See file dsdata.txt to determine how the superseded data were derived.
 FE2223
 FE2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6786844242(NAD 83)
 FE2223_MARKER: DS = TRIANGULATION STATION DISK
 FE2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2223
 FE2223  HISTORY     - Date     Condition        Report By
 FE2223  HISTORY     - 1934     MONUMENTED       CGS
 FE2223
 FE2223                          STATION DESCRIPTION
 FE2223
 FE2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2223'ABOUT 4-1/2 MILES WEST OF LEXINGTON, ABOUT 2-3/4 MILES NORTHWEST OF
 FE2223'LIFE, AND ON PROPERTY OF GEO. L. WOODS. TO REACH FROM LEXINGTON,
 FE2223'GO SOUTH 2.5 MILES ON ROUTE 22, TURN RIGHT ONTO DIRT SIDE ROAD AT
 FE2223'SIGN LIFE 4 MILES, AND FOLLOW MAIN ROAD 3 MILES TO RIGHT FORK
 FE2223'(CROSSING RAILROAD ABOUT 1/2 MILE AFTER LEAVING MAIN GRAVEL ROAD
 FE2223'(ROUTE 22). STATION IS ON LEFT AT THIS POINT, ON SPARSELY WOODED
 FE2223'HIGH KNOB, ABOUT 100 YARDS SOUTH-SOUTHEAST OF ROAD, 33 FEET
 FE2223'EAST-SOUTHEAST OF 12-INCH OAK TREE, AND 21 FEET SOUTHWEST OF
 FE2223'10-INCH OAK TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FE2223'STATION MARKS IN CONCRETE. REFERENCE AND AZIMUTH
 FE2223'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO.  1 IS
 FE2223'IN EDGE OF CLEARING AND ABOUT 5 FEET LOWER IN ELEVATION THAN AND
 FE2223'90.89 FEET FROM STATION N 10 DEG 37 MIN E. NO. 2 IS IN EDGE
 FE2223'OF CLEARED FIELD, 100 FEET SOUTHWEST OF 12-INCH OAK TREE, AND 116.03
 FE2223'FEET FROM STATION S 78 DEG 55 MIN W. AZIMUTH MARK IS 6
 FE2223'YARDS SOUTHEAST OF CENTER LINE OF MAIN ROAD, 40 YARDS NORTHEAST OF
 FE2223'HIGHEST POINT IN ROAD, AND 300 YARDS FROM STATION S 64 DEG
 FE2223'16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1404 ***********************************************************************
 FE1404  DESIGNATION -  WOODSTOCK
 FE1404  PID         -  FE1404
 FE1404  STATE/COUNTY-  TN/SHELBY
 FE1404  USGS QUAD   -  MILLINGTON (1997)
 FE1404
 FE1404                         *CURRENT SURVEY CONTROL
 FE1404  ___________________________________________________________________
 FE1404* NAD 83(1995)-  35 17 27.21836(N)    089 57 48.45601(W)     ADJUSTED  
 FE1404* NAVD 88     -        97.691  (meters)     320.51   (feet)  ADJUSTED  
 FE1404  ___________________________________________________________________
 FE1404  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE1404  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1404  DYNAMIC HT  -          97.605 (meters)     320.23  (feet)  COMP
 FE1404  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1404
 FE1404  HORZ ORDER  -  THIRD
 FE1404  VERT ORDER  -  FIRST     CLASS I
 FE1404
 FE1404.The horizontal coordinates were established by classical geodetic methods
 FE1404.and adjusted by the National Geodetic Survey in April 1999..
 FE1404
 FE1404.The orthometric height was determined by differential leveling
 FE1404.and adjusted by the National Geodetic Survey in June 1991..
 FE1404
 FE1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1404
 FE1404.The geoid height was determined by GEOID03.
 FE1404
 FE1404.The dynamic height is computed by dividing the NAVD 88
 FE1404.geopotential number by the normal gravity value computed on the
 FE1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1404.degrees latitude (g = 980.6199 gals.).
 FE1404
 FE1404.The modeled gravity was interpolated from observed gravity values.
 FE1404
 FE1404;                    North         East     Units Scale Factor Converg.
 FE1404;SPC TN       -   113,540.903   239,569.178   MT  0.99999303   -2 19 13.3
 FE1404;SPC TN       -   372,508.78    785,986.54   sFT  0.99999303   -2 19 13.3
 FE1404;UTM  16      - 3,909,331.505   230,499.602   MT  1.00049518   -1 42 47.2
 FE1404;UTM  15      - 3,909,532.792   776,148.434   MT  1.00053990   +1 45 19.5
 FE1404
 FE1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1404!SPC TN       -   0.99998895  x   0.99999303  =   0.99998198
 FE1404!UTM  16      -   0.99998895  x   1.00049518  =   1.00048412
 FE1404!UTM  15      -   0.99998895  x   1.00053990  =   1.00052884
 FE1404
 FE1404:                Primary Azimuth Mark                     Grid Az
 FE1404:SPC TN       -  MILLINGTON DUPONT CHEM S STACK           011 26 09.1
 FE1404:UTM  16      -  MILLINGTON DUPONT CHEM S STACK           010 49 43.0
 FE1404:UTM  15      -  MILLINGTON DUPONT CHEM S STACK           007 21 36.3
 FE1404
 FE1404|---------------------------------------------------------------------|
 FE1404| PID    Reference Object                     Distance      Geod. Az  |
 FE1404|                                                           dddmmss.s |
 FE1404| FE2602 MILLINGTON DUPONT CHEM S STACK      APPROX. 6.5 KM 0090655.8 |
 FE1404| FE1406 WOODSTOCK RM 2                       26.483 METERS 01816     |
 FE1404| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 8.4 KM 0471316.5 |
 FE1404| FE2586 AIRPORT BEACON MEMPHIS NAS          APPROX.10.4 KM 0530916.8 |
 FE1404| FE2600 LUCY                                APPROX. 5.2 KM 0663319.0 |
 FE1404| FE2606 WOODSTOCK GRACE CHEM PRELL TWR      APPROX. 0.9 KM 1840646.3 |
 FE1404| FE2605 WOODSTOCK DUPONT CHEM TANK          APPROX. 3.0 KM 2102343.5 |
 FE1404| FF1943 MEMPHIS RAD STA WDIA S CEN MST      APPROX. 5.5 KM 2422623.9 |
 FE1404| FE1405 WOODSTOCK RM 1                       26.008 METERS 24750     |
 FE1404| FE1407 79 8 4                               11.723 METERS 29807     |
 FE1404| FF1942 SHELBY STATE PARK WT 31 LOT         APPROX. 8.4 KM 3142458.3 |
 FE1404| CG5399 WOODSTOCK AZ MK                                    3491115.1 |
 FE1404|---------------------------------------------------------------------|
 FE1404
 FE1404                          SUPERSEDED SURVEY CONTROL
 FE1404
 FE1404  NAD 83(1995)-  35 17 27.22547(N)    089 57 48.45644(W) AD(       ) 3
 FE1404  NAD 83(1995)-  35 17 27.22755(N)    089 57 48.45570(W) AD(       ) 3
 FE1404  NAD 83(1986)-  35 17 27.22939(N)    089 57 48.45724(W) AD(       ) 3
 FE1404  NAD 27      -  35 17 26.91410(N)    089 57 48.14130(W) AD(       ) 3
 FE1404  NGVD 29 (??/??/??)   97.645  (m)          320.36   (f) ADJUSTED    1 1
 FE1404
 FE1404.Superseded values are not recommended for survey control.
 FE1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1404.See file dsdata.txt to determine how the superseded data were derived.
 FE1404
 FE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3050009332(NAD 83)
 FE1404_MARKER: DS = TRIANGULATION STATION DISK
 FE1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1404_SP_SET: CONCRETE POST
 FE1404_STAMPING: WOODSTOCK 1957
 FE1404_MARK LOGO: CGS   
 FE1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1404+STABILITY: SURFACE MOTION
 FE1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1404+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1404
 FE1404  HISTORY     - Date     Condition        Report By
 FE1404  HISTORY     - 1957     MONUMENTED       CGS
 FE1404  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1404  HISTORY     - 1972     GOOD             NGS
 FE1404  HISTORY     - 1974     GOOD             LOCENG
 FE1404  HISTORY     - 1974     GOOD             NGS
 FE1404  HISTORY     - 19920116 GOOD             NGS
 FE1404  HISTORY     - 20021007 GOOD             USACE
 FE1404
 FE1404                          STATION DESCRIPTION
 FE1404
 FE1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE1404'THE STATION IS ABOUT 11 MILES NORTHEAST OF DOWN TOWN MEMPHIS, ABOUT 5
 FE1404'MILES SOUTH WEST OF MILLINGTON AND ON PROPERTY OWNED BY T. H.
 FE1404'PIRTLE.  IT IS 79 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 FE1404'51, 36 FEET SOUTHEAST OF A POWER LINE POLE, 105 FEET WEST OF THE
 FE1404'WEST CORNER OF A FRAME HOUSE AND 42 FEET WEST OF A 36 INCH OAK TREE.
 FE1404'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WOODSTOCK 1957.
 FE1404'
 FE1404'TO REACH THE STATION FROM THE INTERSECTION OF NAVAL ROAD AND U.S.
 FE1404'HIGHWAY 51 IN MILLINGTON, GO SOUTHWEST ON HIGHWAY 51 FOR 4.5 MILES
 FE1404'TO THE STATION ON THE LEFT, SOUTH EAST SIDE OF THE HIGHWAY.
 FE1404'
 FE1404'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON U.S.
 FE1404'HIGHWAY 51 FOR 0.1 MILE TO LUCY ROAD.  TURN SHARP RIGHT AND GO
 FE1404'NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE
 FE1404'ROAD.
 FE1404'
 FE1404'REFERENCE MARK 1 IS 41 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE1404'HIGHWAY 51 AND 70 FEET SOUTHWEST OF A POWER LINE POLE.  THE MONUMENT
 FE1404'IS FLUSH AND THE DISK IS STAMPED WOODSTOCK NO 1 1957.
 FE1404'
 FE1404'REFERENCE MARK 2 IS 45 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 51
 FE1404'AND 21 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.
 FE1404'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WOODSTOCK NO 2 1957.
 FE1404'
 FE1404'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT
 FE1404'SOUTHEAST OF A POWER LINE POLE AND 30 FEET EAST OF THE CENTERLINE
 FE1404'OF LUCY ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE1404'WOODSTOCK 1957.
 FE1404'
 FE1404'79-8-4 (TENNESSEE DIV. OF GEOLOGY) IS A BRONZE DISK SET IN THE TOP OF
 FE1404'A PRECASTE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 41
 FE1404'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 51 AND 3 FEET WEST OF A
 FE1404'POWER LINE POLE.  THE DISK IS STAMPED 79 8 4.
 FE1404'
 FE1404'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FE1404
 FE1404                          STATION RECOVERY (1971)
 FE1404
 FE1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1404'STATION REPORTED NOT FOUND.
 FE1404
 FE1404                          STATION RECOVERY (1972)
 FE1404
 FE1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1404'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 FE1404'79-8-4 (TENNESSEE DIV. OF GEOLOGY) WERE RECOVERED AND FOUND IN GOOD
 FE1404'CONDITION.  A LENGTHY SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT
 FE1404'WAS NOT FOUND, AND IS BELIEVED TO HAVE BEEN DESTROYED DURING THE
 FE1404'GRADING FOR LOTS IN A NEW SUB-DIVISION.  THE STATION WAS OCCUPIED AND
 FE1404'THE HORIZONTAL ANGLES OBSERVED BETWEEN REFERENCE MARK NO. 1 AND
 FE1404'THE OTHER MARKS.  THE ANGLES OBSERVED THIS DATE CHECKED THE 1957
 FE1404'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING
 FE1404'THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION MARK AND THE
 FE1404'OTHER MARKS, THE FOLLOWING DISCREPANCIES WERE NOTED.  MINUS 0.07 OF A
 FE1404'FOOT FOR REFERENCE MARK NO. 1, MINUS 0.02 OF A FOOT FOR REFERENCE
 FE1404'MARK NO. 1, AND MINUS 0.08 OF A FOOT FOR 79-8-4 (TENNESSEE DIV. OF
 FE1404'GEOLOGY).
 FE1404'
 FE1404'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1404'
 FE1404'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF DOWNTOWN MEMPHIS,
 FE1404'ABOUT 5 MILES SOUTHWEST OF MILLINGTON, AND IS ON THE PROPERTY OF
 FE1404'MR. STANTON ABERNATHY OF RALEIGH, TENN., WHO GAVE PERMISSION TO CLEAR
 FE1404'ALL LINES.
 FE1404'
 FE1404'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 FE1404'U.S. HIGHWAY 51 AND NAVY ROAD IN MILLINGTON, GO SOUTHWESTERLY
 FE1404'ON U.S. HIGHWAY 51 FOR 4.6 MILES TO THE STATION ON THE LEFT IN DENSE
 FE1404'GROWTH OF WOODS AND UNDERBUSH.
 FE1404'
 FE1404'THE STATION IS 152 FEET SOUTH OF POWERLINE TRANSFORMER POLE NO 35371,
 FE1404'126 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 98
 FE1404'FEET WEST OF THE SOUTHWEST CORNER OF THE PORCH OF THE FRAME HOUSE, 79
 FE1404'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH
 FE1404'BOUND TRAFFIC LANES OF U.S. HIGHWAY 51, 44 FEET WEST OF A 40-INCH
 FE1404'BLACK OAK TREE, 36 FEET SOUTHEAST OF POWERLINE BREAKER SWITCH
 FE1404'POLE NO 14180, 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND
 FE1404'IN THE NORTH EDGE OF A WOODED LOT.  IT IS A STANDARD DISK SET IN
 FE1404'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 2
 FE1404'INCHES BELOW THE GROUND SURFACE, AND THE DISK IS STAMPED WOODSTOCK
 FE1404'1957.
 FE1404'
 FE1404'REFERENCE MARK NO. 1 IS 111 FEET NORTHEAST OF POWERLINE POLE NO
 FE1404'85181, 70 FEET SOUTHWEST OF POWERLINE BREAKER SWITCH POLE NO
 FE1404'14180, 42 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND
 FE1404'TRAFFIC LANES OF U.S. HIGHWAY 51, 1.0 FOOT SOUTHWEST OF A METAL
 FE1404'WITNESS POST AND SIGN, AND NEAR THE SOUTHWEST EDGE OF THE WOODED AND
 FE1404'BRUSHY LOT.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE1404'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED WOODSTOCK NO
 FE1404'1 1957.
 FE1404'
 FE1404'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF T. H. PIRTLE, 118 FEET
 FE1404'NORTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF THE FRAME HOUSE,
 FE1404'115 FEET WEST-NORTHWEST OF THE NOTHWEST CORNER OF THE FRAME HOUSE, 86
 FE1404'FEET NORTH-NORTHEAST OF POWERLINE BREAKER SWITCH POLE NO 14180,
 FE1404'68 FEET SOUTH-SOUTHWEST OF POWERLINE TRANSFORMER POLE NO 35371, 46
 FE1404'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND TRAFFIC
 FE1404'LANES OF U.S. HIGHWAY 51, 19 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 FE1404'CENTER OF A DRIVEWAY, AND JUST SOUTH OF THE SOUTH EDGE OF A
 FE1404'LARGE ROSE BUSH.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FE1404'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 FE1404'IS STAMPED WOODSTOCK NO 2 1957.
 FE1404'
 FE1404'79-8-4 (TENNESSEE DIV. OF GEOLOGY) MARK IS 82 FEET NORTHWEST OF THE
 FE1404'40-INCH BLACK OAK TREE, 42 FEET SOUTHEAST OF THE APPROXIMATE
 FE1404'CENTER OF THE NORTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 51, 3 FEET
 FE1404'WEST-SOUTHWEST OF POWERLINE BREAKER SWITCH POLE NO 14180, AND
 FE1404'ON THE PROPERTY OF MR. ABENATHY.  IT IS A TENNESSEE DIV. OF GEOLOGY
 FE1404'WPA STATION DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 FE1404'ABOUT 2 INCHES BELOW THE SURROUNDING SURFACE, AND THE DISK IS STAMPED
 FE1404'78 8 4.
 FE1404'
 FE1404'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1404'REFERENCE MARK NO. 2 IS 156.28 FEET - 47.636 METERS.
 FE1404'
 FE1404'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1404'79-8-4 (TENNESSEE DIV. OF GEOLOGY) IS 67.58 FEET - 20.599
 FE1404'METERS.
 FE1404'
 FE1404'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FE1404'79-8-4 (TENNESSEE DIV. OF GEOLOGY) IS 88.78 FEET - 27.060 METERS.
 FE1404'
 FE1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES SW.
 FE1404'OF MILLINGTON.
 FE1404
 FE1404                          STATION RECOVERY (1974)
 FE1404
 FE1404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 FE1404'THE STATION, R.M. 1, R.M. 2 WERE RECOVERED IN GOOD CONDITION AND
 FE1404'LEVELED OVER IN 1974.
 FE1404'
 FE1404'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND NAVY ROAD AT
 FE1404'MILLINGTON GO 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51.  ABOUT
 FE1404'130 YARDS SOUTHEAST OF THE JUNCTION OF LUCY ROAD, SOUTHEAST AND
 FE1404'ACROSS THE HIGHWAY FROM A SMALL SHOPPING CENTER, 80.5 FEET
 FE1404'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF THE HIGHWAY,
 FE1404'42 FEET NORTHWEST OF A 40-INCH GUM TREE, 1 FOOT NORTH OF A
 FE1404'WITNESS POST, IN A CONCRETE POST.
 FE1404'
 FE1404'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED WOODSTOCK NO 1
 FE1404'1957.  85.4 FEET WEST-SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 FE1404'
 FE1404'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED WOODSTOCK NO 2
 FE1404'1957.  86.9 FEET NORTH OF THE STATION, IN A CONCRETE POST.
 FE1404'
 FE1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 FE1404'SOUTHWEST OF MILLINGTON.
 FE1404
 FE1404                          STATION RECOVERY (1974)
 FE1404
 FE1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1404'4.8 MI SW FROM MILLINGTON.
 FE1404'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1404'JUNCTION WITH NAVY ROAD AT MILLINGTON, ABOUT 130 YARDS NORTHEAST
 FE1404'OF THE CENTER OF JUNCTION WITH LUCY ROAD, SOUTHEAST OF AND
 FE1404'ACROSS HIGHWAY FROM A SMALL SHOPPING CENTER, 80.5 FEET SOUTHEAST
 FE1404'OF THE CENTER LINE OF THE SOUTHEAST LANE OF HIGHWAY, 42 FEET
 FE1404'NORTHWEST OF A 40-INCH GUM TREE, 85.4 FEET EAST-NORTHEAST OF
 FE1404'WOODSTOCK RM 1, 86.9 FEET SOUTH OF WOODSTOCK RM 2, 38.5 FEET
 FE1404'SOUTHEAST OF 79-8-4 (TENN. DIV. OF GEOLOGY), 1 FOOT NORTH OF A
 FE1404'METAL WITNESS POST, 3 FEET ABOVE HIGHWAY AND IN THE TOP OF A
 FE1404'CONCRETE POST FLUSH WITH THE GROUND.
 FE1404
 FE1404                          STATION RECOVERY (1992)
 FE1404
 FE1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1404'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1404'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 118.9 M (390.1 FT)
 FE1404'NORTHEAST OF THE CENTER OF LUCY ROAD, 24.6 M (80.7 FT) SOUTHEAST OF
 FE1404'THE CENTER OF THE NORTHEAST-BOUND LANES OF THE HIGHWAY, 12.3 M
 FE1404'(40.4 FT) WEST-NORTHWEST OF A 60-INCH TREE, 10.5 M (34.4 FT)
 FE1404'SOUTHEAST OF UTILITY POLE NUMBER 33 141480, 9.5 M (31.2 FT) SOUTHEAST
 FE1404'OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE AT 6048 HIGHWAY 51
 FE1404'NORTH (LIBBYS ORNAMENTAL CONCRETE), 0.3 M (1.0 FT) NORTH-NORTHEAST OF
 FE1404'THE FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 FE1404'PROJECTS O.03 M ABOVE THE GROUND SURFACE.
 FE1404
 FE1404                          STATION RECOVERY (2002)
 FE1404
 FE1404'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2605 ***********************************************************************
 FE2605  DESIGNATION -  WOODSTOCK DUPONT CHEM TANK
 FE2605  PID         -  FE2605
 FE2605  STATE/COUNTY-  TN/SHELBY
 FE2605  USGS QUAD   -  MILLINGTON (1997)
 FE2605
 FE2605                         *CURRENT SURVEY CONTROL
 FE2605  ___________________________________________________________________
 FE2605* NAD 83(1995)-  35 16 02.27265(N)    089 58 49.20915(W)     ADJUSTED  
 FE2605* NAVD 88     -                                                        
 FE2605  ___________________________________________________________________
 FE2605  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FE2605  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2605
 FE2605  HORZ ORDER  -  THIRD
 FE2605
 FE2605.The horizontal coordinates were established by classical geodetic methods
 FE2605.and adjusted by the National Geodetic Survey in April 1999..
 FE2605
 FE2605
 FE2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2605
 FE2605.The geoid height was determined by GEOID03.
 FE2605
 FE2605;                    North         East     Units Scale Factor Converg.
 FE2605;SPC TN       -   110,987.486   237,928.917   MT  0.99999699   -2 19 48.9
 FE2605;SPC TN       -   364,131.44    780,605.12   sFT  0.99999699   -2 19 48.9
 FE2605;SPC AR N     -   105,499.855   583,748.008   MT  0.99995114   +1 10 30.9
 FE2605;SPC AR N     -   346,127.44  1,915,179.92   sFT  0.99995114   +1 10 30.9
 FE2605;UTM  16      - 3,906,759.532   228,885.705   MT  1.00050594   -1 43 18.7
 FE2605;UTM  15      - 3,906,867.824   774,693.001   MT  1.00053002   +1 44 40.6
 FE2605
 FE2605                          SUPERSEDED SURVEY CONTROL
 FE2605
 FE2605  NAD 83(1995)-  35 16 02.27946(N)    089 58 49.20939(W) AD(       ) 4
 FE2605  NAD 83(1995)-  35 16 02.28172(N)    089 58 49.20891(W) AD(       ) 4
 FE2605  NAD 83(1986)-  35 16 02.28362(N)    089 58 49.21028(W) AD(       ) 4
 FE2605  NAD 27      -  35 16 01.96800(N)    089 58 48.89100(W) AD(       ) 3
 FE2605
 FE2605.Superseded values are not recommended for survey control.
 FE2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2605.See file dsdata.txt to determine how the superseded data were derived.
 FE2605
 FE2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2888606760(NAD 83)
 FE2605_MARKER: 53 = ELEVATED TANK
 FE2605
 FE2605  HISTORY     - Date     Condition        Report By
 FE2605  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2605
 FE2605                          STATION DESCRIPTION
 FE2605
 FE2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2605'THE STATION IS THE CENTER OF THE TOP OF THE DUPONT CHEMICAL CORP.,
 FE2605'WATER TANK, LOCATED ABOUT 1 MILE SOUTH-SOUTHWEST OF WOODSTOCK AT
 FE2605'THE INTERSECTION OF 4TH AND C STREETS IN THE PLANT AREA.  IT IS 78
 FE2605'FEET EAST OF THE CENTERLINE OF C STREET AND 98 FEET SOUTH OF
 FE2605'THE CENTERLINE OF 4TH STREET.
 FE2605'
 FE2605'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 FE2605'ORANGE AND WHITE. THE NAME DUPONT IS PAINTED IN ORANGE
 FE2605'LETTERS ON THE NORTH SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2606 ***********************************************************************
 FE2606  DESIGNATION -  WOODSTOCK GRACE CHEM PRELL TWR
 FE2606  PID         -  FE2606
 FE2606  STATE/COUNTY-  TN/SHELBY
 FE2606  USGS QUAD   -  MILLINGTON (1997)
 FE2606
 FE2606                         *CURRENT SURVEY CONTROL
 FE2606  ___________________________________________________________________
 FE2606* NAD 83(1995)-  35 16 57.89939(N)    089 57 51.02709(W)     ADJUSTED  
 FE2606* NAVD 88     -                                                        
 FE2606  ___________________________________________________________________
 FE2606  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2606  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2606
 FE2606  HORZ ORDER  -  THIRD
 FE2606
 FE2606.The horizontal coordinates were established by classical geodetic methods
 FE2606.and adjusted by the National Geodetic Survey in April 1999..
 FE2606
 FE2606
 FE2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2606
 FE2606.The geoid height was determined by GEOID03.
 FE2606
 FE2606;                    North         East     Units Scale Factor Converg.
 FE2606;SPC TN       -   112,640.720   239,467.678   MT  0.99999438   -2 19 14.8
 FE2606;SPC TN       -   369,555.43    785,653.54   sFT  0.99999438   -2 19 14.8
 FE2606;UTM  16      - 3,908,429.844   230,407.604   MT  1.00049580   -1 42 47.4
 FE2606;UTM  15      - 3,908,627.177   776,111.149   MT  1.00053965   +1 45 16.7
 FE2606
 FE2606                          SUPERSEDED SURVEY CONTROL
 FE2606
 FE2606  NAD 83(1995)-  35 16 57.90703(N)    089 57 51.02722(W) AD(       ) 4
 FE2606  NAD 83(1995)-  35 16 57.90856(N)    089 57 51.02668(W) AD(       ) 4
 FE2606  NAD 83(1986)-  35 16 57.91048(N)    089 57 51.02827(W) AD(       ) 4
 FE2606  NAD 27      -  35 16 57.59700(N)    089 57 50.71200(W) AD(       ) 3
 FE2606
 FE2606.Superseded values are not recommended for survey control.
 FE2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2606.See file dsdata.txt to determine how the superseded data were derived.
 FE2606
 FE2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3040808430(NAD 83)
 FE2606_MARKER: 55 = TOWER
 FE2606
 FE2606  HISTORY     - Date     Condition        Report By
 FE2606  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2606
 FE2606                          STATION DESCRIPTION
 FE2606
 FE2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2606'THE STATION IS THE RED OBSTRUCTION LIGHT ON THE SOUTHWEST CORNER OF
 FE2606'THE PRELL TOWER WHICH IS IN THE CENTRAL PART OF THE GRACE
 FE2606'CHEMICAL COMPANY PLANT AREA, ABOUT 1 MILE NORTH OF WOODSTOCK.
 FE2606'
 FE2606'THE PRELL TOWER IS A FOUR CORNERED STEEL STRUCTURE ENCLOSED BY A
 FE2606'STEEL FRAMEWORK.  THE OVERALL HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1405 ***********************************************************************
 FE1405  DESIGNATION -  WOODSTOCK RM 1
 FE1405  PID         -  FE1405
 FE1405  STATE/COUNTY-  TN/SHELBY
 FE1405  USGS QUAD   -  MILLINGTON (1997)
 FE1405
 FE1405                         *CURRENT SURVEY CONTROL
 FE1405  ___________________________________________________________________
 FE1405* NAD 83(1986)-  35 17 26.     (N)    089 57 49.     (W)     SCALED    
 FE1405* NAVD 88     -        97.700  (meters)     320.54   (feet)  ADJUSTED  
 FE1405  ___________________________________________________________________
 FE1405  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1405  DYNAMIC HT  -          97.614 (meters)     320.26  (feet)  COMP
 FE1405  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1405
 FE1405  VERT ORDER  -  FIRST     CLASS I
 FE1405
 FE1405.The horizontal coordinates were scaled from a topographic map and have
 FE1405.an estimated accuracy of +/- 6 seconds.
 FE1405
 FE1405.The orthometric height was determined by differential leveling
 FE1405.and adjusted by the National Geodetic Survey in August 1995..
 FE1405
 FE1405.The geoid height was determined by GEOID03.
 FE1405
 FE1405.The dynamic height is computed by dividing the NAVD 88
 FE1405.geopotential number by the normal gravity value computed on the
 FE1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1405.degrees latitude (g = 980.6199 gals.).
 FE1405
 FE1405.The modeled gravity was interpolated from observed gravity values.
 FE1405
 FE1405;                    North         East    Units  Estimated Accuracy
 FE1405;SPC TN       -   113,500.      239,550.      MT  (+/- 180 meters Scaled)
 FE1405
 FE1405                          SUPERSEDED SURVEY CONTROL
 FE1405
 FE1405  NAVD 88 (06/15/91)   97.705  (m)          320.55   (f) UNKNOWN     1 1
 FE1405  NGVD 29 (??/??/??)   97.659  (m)          320.40   (f) ADJUSTED    1 1
 FE1405
 FE1405.Superseded values are not recommended for survey control.
 FE1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1405.See file dsdata.txt to determine how the superseded data were derived.
 FE1405
 FE1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE304092(NAD 83)
 FE1405_MARKER: DR = REFERENCE MARK DISK
 FE1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1405_SP_SET: CONCRETE POST
 FE1405_STAMPING: WOODSTOCK NO 1 1957
 FE1405_MARK LOGO: CGS   
 FE1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1405+STABILITY: SURFACE MOTION
 FE1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1405+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1992
 FE1405
 FE1405  HISTORY     - Date     Condition        Report By
 FE1405  HISTORY     - 1957     MONUMENTED       CGS
 FE1405  HISTORY     - 1974     GOOD             NGS
 FE1405  HISTORY     - 19920116 GOOD             NGS
 FE1405
 FE1405                          STATION DESCRIPTION
 FE1405
 FE1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1405'4.8 MI SW FROM MILLINGTON.
 FE1405'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1405'JUNCTION WITH NAVY ROAD AT MILLINGTON, ALSO, 5.45 MILES NORTHEAST
 FE1405'ALONG U.S. HIGHWAY 51 FROM OUR LADY OF SORROWS CHURCH, AND
 FE1405'SCHOOL AT FRAYSER, SOUTHEAST OF AND ACROSS U.S. HIGHWAY 51 FROM
 FE1405'A SMALL SHOPPING CENTER, 103 YARDS NORTHEAST OF THE CENTER OF
 FE1405'JUNCTION WITH LUCY ROAD, 41 FEET SOUTHEAST OF THE CENTER LINE
 FE1405'OF THE SOUTHEAST LANE OF THE HIGHWAY, 85.4 FEET WEST-SOUTHWEST
 FE1405'OF WOODSTOCK 1957 TRIANGULATION STATION, 68 FEET SOUTHWEST OF
 FE1405'79-8-4 (TENN. DIVISION OF GEOLOGY), 1 FOOT NORTH OF A METAL
 FE1405'WITNESS POST, 3 FEET ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 FE1405'POST FLUSH WITH THE GROUND.
 FE1405
 FE1405                          STATION RECOVERY (1992)
 FE1405
 FE1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1405'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1405'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 94.2 M (309.1 FT)
 FE1405'NORTHEAST OF THE CENTER OF LUCY ROAD, 61.0 M (200.1 FT) SOUTHWEST OF
 FE1405'THE SOUTHWEST CORNER OF A HOUSE AT 6048 HIGHWAY 61 NORTH (LIBBYS
 FE1405'ORNAMENTAL CONCRETE), 26.0 M (85.3 FT) WEST-SOUTHWEST OF
 FE1405'TRIANGULATION STATION WOODSTOCK, 22.3 M (73.2 FT) SOUTHWEST OF
 FE1405'UTILITY POLE NUMBER 33 141480, 16.9 M (55.4 FT) SOUTHEAST OF THE
 FE1405'CENTERLINE OF THE NORTHEAST-BOUND LANES OF THE HIGHWAY, 0.6 M
 FE1405'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 FE1405'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1406 ***********************************************************************
 FE1406  DESIGNATION -  WOODSTOCK RM 2
 FE1406  PID         -  FE1406
 FE1406  STATE/COUNTY-  TN/SHELBY
 FE1406  USGS QUAD   -  MILLINGTON (1997)
 FE1406
 FE1406                         *CURRENT SURVEY CONTROL
 FE1406  ___________________________________________________________________
 FE1406* NAD 83(1986)-  35 17 26.     (N)    089 57 49.     (W)     SCALED    
 FE1406* NAVD 88     -        97.957  (meters)     321.38   (feet)  ADJUSTED  
 FE1406  ___________________________________________________________________
 FE1406  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1406  DYNAMIC HT  -          97.871 (meters)     321.10  (feet)  COMP
 FE1406  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1406
 FE1406  VERT ORDER  -  FIRST     CLASS I
 FE1406
 FE1406.The horizontal coordinates were scaled from a topographic map and have
 FE1406.an estimated accuracy of +/- 6 seconds.
 FE1406
 FE1406.The orthometric height was determined by differential leveling
 FE1406.and adjusted by the National Geodetic Survey in August 1995..
 FE1406
 FE1406.The geoid height was determined by GEOID03.
 FE1406
 FE1406.The dynamic height is computed by dividing the NAVD 88
 FE1406.geopotential number by the normal gravity value computed on the
 FE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1406.degrees latitude (g = 980.6199 gals.).
 FE1406
 FE1406.The modeled gravity was interpolated from observed gravity values.
 FE1406
 FE1406;                    North         East    Units  Estimated Accuracy
 FE1406;SPC TN       -   113,500.      239,550.      MT  (+/- 180 meters Scaled)
 FE1406
 FE1406                          SUPERSEDED SURVEY CONTROL
 FE1406
 FE1406  NAVD 88 (06/15/91)   97.960  (m)          321.39   (f) UNKNOWN     1 1
 FE1406  NGVD 29 (??/??/??)   97.913  (m)          321.24   (f) ADJUSTED    1 1
 FE1406
 FE1406.Superseded values are not recommended for survey control.
 FE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1406.See file dsdata.txt to determine how the superseded data were derived.
 FE1406
 FE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE304092(NAD 83)
 FE1406_MARKER: DR = REFERENCE MARK DISK
 FE1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1406_SP_SET: CONCRETE POST
 FE1406_STAMPING: WOODSTOCK NO 2 1957
 FE1406_MARK LOGO: CGS   
 FE1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1406+STABILITY: SURFACE MOTION
 FE1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1406+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1992
 FE1406
 FE1406  HISTORY     - Date     Condition        Report By
 FE1406  HISTORY     - 1957     MONUMENTED       CGS
 FE1406  HISTORY     - 1974     GOOD             NGS
 FE1406  HISTORY     - 19920116 GOOD             NGS
 FE1406
 FE1406                          STATION DESCRIPTION
 FE1406
 FE1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1406'4.8 MI SW FROM MILLINGTON.
 FE1406'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1406'JUNCTION WITH NAVY ROAD AT MILLINGTON, SOUTHEAST OF AND ACROSS
 FE1406'THE HIGHWAY FROM A SMALL SHOPPING CENTER, 115 FEET NORTHWEST OF
 FE1406'THE NORTH CORNER OF A FRAME HOUSE, 46 FEET SOUTHEAST OF THE
 FE1406'CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAY, 86.9 FEET
 FE1406'NORTH OF WOODSTOCK 1957 TRIANGULATION STATION, 89 FEET NORTHEAST
 FE1406'OF 79-8-4 (TENN. DIV. OF GEOLOGY), 29 FEET SOUTHWEST OF THE
 FE1406'CENTER LINE OF A PAVED DRIVEWAY, 2 1/2 FEET ABOVE THE HIGHWAY
 FE1406'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1406
 FE1406                          STATION RECOVERY (1992)
 FE1406
 FE1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1406'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1406'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 35.1 M (115.2 FT)
 FE1406'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AT 6048 HIGHWAY 51 NORTH
 FE1406'(LIBBYS ORNAMENTAL CONCRETE), 26.5 M (86.9 FT) NORTH OF TRIANGULATION
 FE1406'STATION WOODSTOCK, 25.2 M (82.7 FT) NORTHEAST OF UTILITY POLE NUMBER
 FE1406'33 14180, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FE1406'NORTHEAST-BOUND LANES OF THE HIGHWAY, 5.2 M (17.1 FT) SOUTHWEST OF
 FE1406'THE CENTER OF A GRAVELED DRIVEWAY, 1.1 M (3.6 FT) NORTHWEST OF A
 FE1406'CHAIN-LINK FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2612 ***********************************************************************
 GB2612  DESIGNATION -  WRIGHT
 GB2612  PID         -  GB2612
 GB2612  STATE/COUNTY-  TN/FENTRESS
 GB2612  USGS QUAD   -  JAMESTOWN (1979)
 GB2612
 GB2612                         *CURRENT SURVEY CONTROL
 GB2612  ___________________________________________________________________
 GB2612* NAD 83(1995)-  36 29 59.28114(N)    084 58 48.78245(W)     ADJUSTED  
 GB2612* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 GB2612  ___________________________________________________________________
 GB2612  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 GB2612  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2612
 GB2612  HORZ ORDER  -  FIRST
 GB2612
 GB2612.The horizontal coordinates were established by classical geodetic methods
 GB2612.and adjusted by the National Geodetic Survey in April 1999..
 GB2612
 GB2612.The orthometric height was scaled from a topographic map.
 GB2612
 GB2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2612
 GB2612.The geoid height was determined by GEOID03.
 GB2612
 GB2612;                    North         East     Units Scale Factor Converg.
 GB2612;SPC TN       -   240,849.886   691,363.475   MT  1.00001580   +0 35 49.3
 GB2612;SPC TN       -   790,188.33  2,268,248.33   sFT  1.00001580   +0 35 49.3
 GB2612;UTM  16      - 4,041,282.923   680,893.688   MT  1.00000317   +1 12 06.2
 GB2612
 GB2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2612!SPC TN       -   0.99992337  x   1.00001580  =   0.99993917
 GB2612!UTM  16      -   0.99992337  x   1.00000317  =   0.99992654
 GB2612
 GB2612|---------------------------------------------------------------------|
 GB2612| PID    Reference Object                     Distance      Geod. Az  |
 GB2612|                                                           dddmmss.s |
 GB2612| DC3680 WRIGHT RM 1                          21.543 METERS 08116     |
 GB2612| GB2378 SKINNER                             APPROX.15.1 KM 2133649.5 |
 GB2612| DC3679 WRIGHT AZ MK                                       2194558.8 |
 GB2612| DC3681 WRIGHT RM 2                          20.105 METERS 22353     |
 GB2612|---------------------------------------------------------------------|
 GB2612
 GB2612                          SUPERSEDED SURVEY CONTROL
 GB2612
 GB2612  NAD 83(1995)-  36 29 59.28093(N)    084 58 48.78283(W) AD(       ) 1
 GB2612  NAD 83(1995)-  36 29 59.29191(N)    084 58 48.78772(W) AD(       ) 1
 GB2612  NAD 83(1986)-  36 29 59.29193(N)    084 58 48.78839(W) AD(       ) 1
 GB2612  NAD 27      -  36 29 59.04500(N)    084 58 48.98200(W) AD(       ) 1
 GB2612
 GB2612.Superseded values are not recommended for survey control.
 GB2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2612.See file dsdata.txt to determine how the superseded data were derived.
 GB2612
 GB2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8089441283(NAD 83)
 GB2612_MARKER: DS = TRIANGULATION STATION DISK
 GB2612_SETTING: 80 = SET IN A BOULDER
 GB2612_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2612
 GB2612  HISTORY     - Date     Condition        Report By
 GB2612  HISTORY     - 1935     MONUMENTED       CGS
 GB2612
 GB2612                          STATION DESCRIPTION
 GB2612
 GB2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2612'THE STATION IS ON A RIDGE AT THE HEADWATERS OF POPLAR CANE CREEK,
 GB2612'ABOUT 1/2 MILE W OF HIGHWAY 28 OPPOSITE A POINT ABOUT 5 MILES ALONG
 GB2612'SAID HIGHWAY FROM JAMESTOWN IN A NW DIRECTION.
 GB2612'
 GB2612'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GB2612'BOULDER.
 GB2612'
 GB2612'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 GB2612'IN DEPRESSIONS IN BOULDERS.
 GB2612'
 GB2612'REFERENCE MARK NO.1 IS E OF THE STATION, 15 FEET ENE OF A 16-INCH
 GB2612'PINE TREE, ON THE SE SLOPE OF THE RIDGE, IN A 3-BY 6-INCH BURIED
 GB2612'ROCK, WHICH IS FLUSH WITH THE GROUND.
 GB2612'
 GB2612'REFERENCE MARK NO.2 IS SW OF THE STATION, 10 FEET E OF 14-INCH TWIN
 GB2612'PINE TREES, IN A 6-BY 14-INCH BURIED ROCK, WHICH PROJECTS ABOUT 1
 GB2612'INCH.
 GB2612'
 GB2612'AZIMUTH MARK IS SW OF THE STATION, ALONG THE TOP OF THE RIDGE, 4 FEET
 GB2612'NW OF A 16-INCH ELM TREE, IN THE TOP OF A 4-BY 6-INCH BURIED
 GB2612'ROCK, WHICH IS SET ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 GB2612'
 GB2612'TO REACH THE STATION FROM THE COURTHOUSE IN JAMESTOWN, GO NW ON
 GB2612'HIGHWAY 28 FOR 5.5 MILES TO GRAVEL ROAD TURNING OUT TO THE LEFT
 GB2612'JUST AFTER PASSING THE TOP OF THE RIDGE. TURN LEFT FOR 0.9 MILE TO
 GB2612'TOP OF GRADE AND END OF TRUCK TRAVEL. TURN RIGHT UP HILL ALONG PATH
 GB2612'FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND STATION. THE STATION MARK
 GB2612'IS 76 FEET NE OF TWIN 14-INCH PINE TREES WHICH HAVE TRIANGULAR
 GB2612'BLAZES, 33 FEET N OF A 36-INCH OAK TREE, SET IN A 14-BY 8-INCH BURIED
 GB2612'ROCK WHICH IS FLUSH WITH THE GROUND.
 GB2612'
 GB2612'NOTE- A 50-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES BY TOPPING A
 GB2612'FEW TALL TREES ON THE LINE TO BRANUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1497 ***********************************************************************
 FD1497  DESIGNATION -  WRIGHT
 FD1497  PID         -  FD1497
 FD1497  STATE/COUNTY-  TN/WILLIAMSON
 FD1497  USGS QUAD   -  SPRING HILL (1979)
 FD1497
 FD1497                         *CURRENT SURVEY CONTROL
 FD1497  ___________________________________________________________________
 FD1497* NAD 83(1995)-  35 47 04.34567(N)    086 58 13.63519(W)     ADJUSTED  
 FD1497* NAVD 88     -       320.8    (meters)    1052.     (feet)  VERTCON   
 FD1497  ___________________________________________________________________
 FD1497  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FD1497  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD1497
 FD1497  HORZ ORDER  -  FIRST
 FD1497
 FD1497.The horizontal coordinates were established by classical geodetic methods
 FD1497.and adjusted by the National Geodetic Survey in April 1999..
 FD1497
 FD1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1497
 FD1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1497
 FD1497.The geoid height was determined by GEOID03.
 FD1497
 FD1497;                    North         East     Units Scale Factor Converg.
 FD1497;SPC TN       -   161,444.879   512,268.809   MT  0.99994877   -0 34 05.3
 FD1497;SPC TN       -   529,673.74  1,680,668.58   sFT  0.99994877   -0 34 05.3
 FD1497;UTM  16      - 3,960,051.674   502,670.116   MT  0.99960009   +0 01 02.2
 FD1497
 FD1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1497!SPC TN       -   0.99995409  x   0.99994877  =   0.99990286
 FD1497!UTM  16      -   0.99995409  x   0.99960009  =   0.99955420
 FD1497
 FD1497|---------------------------------------------------------------------|
 FD1497| PID    Reference Object                     Distance      Geod. Az  |
 FD1497|                                                           dddmmss.s |
 FD1497| CG6997 WRIGHT RM 3                          22.433 METERS 22855     |
 FD1497| CG6995 WRIGHT RM 1                          26.557 METERS 25733     |
 FD1497| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.31.5 KM 3021220.6 |
 FD1497| CG6994 WRIGHT AZ MK RESET                                 3244917.3 |
 FD1497| CG6993 WRIGHT AZ MK                                       3264928.8 |
 FD1497| CG6996 WRIGHT RM 2                          41.038 METERS 33405     |
 FD1497|---------------------------------------------------------------------|
 FD1497
 FD1497                          SUPERSEDED SURVEY CONTROL
 FD1497
 FD1497  NAD 83(1995)-  35 47 04.34817(N)    086 58 13.63722(W) AD(       ) 1
 FD1497  NAD 83(1986)-  35 47 04.35691(N)    086 58 13.63774(W) AD(       ) 1
 FD1497  NAD 27      -  35 47 04.11200(N)    086 58 13.62700(W) AD(       ) 1
 FD1497  NGVD 29 (07/19/86)  320.8    (m)         1052.     (f) VERT ANG       
 FD1497
 FD1497.Superseded values are not recommended for survey control.
 FD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1497.See file dsdata.txt to determine how the superseded data were derived.
 FD1497
 FD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0267060052(NAD 83)
 FD1497_MARKER: DS = TRIANGULATION STATION DISK
 FD1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1497
 FD1497  HISTORY     - Date     Condition        Report By
 FD1497  HISTORY     - 1933     MONUMENTED       CGS
 FD1497  HISTORY     - 1960     GOOD             CGS
 FD1497  HISTORY     - 1962     GOOD             TNHD
 FD1497  HISTORY     - 1962     GOOD             CGS
 FD1497
 FD1497                          STATION DESCRIPTION
 FD1497
 FD1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1497'ABOUT 11 MILES SOUTH-SOUTHWEST OF FRANKLIN, 3 MILES NORTHWEST OF
 FD1497'SPRING HILL, ON
 FD1497'HIGH POINT OF DUCK CREEK RIDGE, AND ON CULTIVATED
 FD1497'LAND OWNED BY WALTER WRIGHT.  TO
 FD1497'REACH FROM SPRING HILL, GO NORTHWEST
 FD1497'0.75 MILE TO RAILROAD STATION, CROSS TRACKS, FOLLOW
 FD1497'MAIN ROAD 3.5
 FD1497'MILES (KEEPING TO LEFT FORK AT 1.5 MILES) TO NARROW FENCED-IN LANE TO
 FD1497'LEFT AT SMALL OLD
 FD1497'GRAVEYARD IN SOUTHWEST ANGLE, TURN LEFT ONTO LANE
 FD1497'AND GO TO STATION AT TOP OF HILL.
 FD1497'STATION IS 70 FEET EAST OF LANE
 FD1497'AND 14 FEET SOUTH OF EAST-AND- WEST FENCE OVER HILL.
 FD1497'SURFACE AND
 FD1497'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1497'SURFACE
 FD1497'MARK PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE AND
 FD1497'AZIMUTH MARKS ARE STANDARD
 FD1497'REFERENCE DISKS IN CONCRETE.
 FD1497'PROJECTING 10 INCHES ABOVE GROUND.  REFERENCE
 FD1497'MARK NO 1 IS AT WEST
 FD1497'EDGE OF LANE, 48 FEET SOUTH OF EAST-AND-WEST FENCE, AND 87.13
 FD1497'FEET FROM
 FD1497'STATION S 77 DEG 33 MIN W.  REFERENCE MARK NO 2 IS AT
 FD1497'EAST EDGE OF LANE, 94
 FD1497'FEET NORTH OF EAST-AND-WEST FENCE, AND 134.64
 FD1497'FEET (SLOPE DISTANCE) FROM STATION.
 FD1497'REFERENCE MARK NO 1 IS 142.2 FEET SOUTH OF REFERENCE
 FD1497'MARK NO 2.
 FD1497'AZIMUTH MARK IS IN SOUTHEAST RIGHT-OF-WAY FENCE OF HIGHWAY, 100 FEET
 FD1497'SOUTHEAST OF AN
 FD1497'ACROSS ROAD FROM OLD SCHOOLHOUSE, AND ABOUT 0.3 MILE
 FD1497'FROM STATION.
 FD1497'AZIMUTH FROM STATION
 FD1497'TO SCHOOL CHIMNEY, DISTANT ABOUT 0.3 MILE, N 35 DEG 57 MIN W.
 FD1497
 FD1497                          STATION RECOVERY (1960)
 FD1497
 FD1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1497'THE STATION MARK AND REFERENCE MARK NO 2 WERE FOUND TO BE IN
 FD1497'EXCELLENT
 FD1497'CONDITION.  A HOUSE HAS BEEN BUILT BETWEEN THE STATION AND REFERENCE
 FD1497'MARK NO 1 SO IT
 FD1497'WAS DESTROYED AND REFERENCE MARK NO 3 WAS
 FD1497'ESTABLISHED.  THE AZIMUTH MARK WAS
 FD1497'FOUND UPRIGHT IN A GRADER DITCH
 FD1497'AND WAS DESTROYED AND A NEW ONE ESTABLISHED.  A NEW
 FD1497'TO REACH AND
 FD1497'DETAILED DESCRIPTION FOLLOWS.
 FD1497'
 FD1497'TO REACH FROM THE JUNCTION OF U S HIGHWAY NO 31 AND DEPOT ROAD IN
 FD1497'SPRING HILL, GO WEST ON
 FD1497'DEPOT ROAD FOR 0.9 MILE TO ABANDONED RAILROAD DEPOT,
 FD1497'CONTINUE WEST AND NORTHWEST
 FD1497'ON GRAVELED ROAD, CROSSING RAILROAD
 FD1497'TRACKS, FOR 1.4 MILES TO A FORK, TAKE LEFT
 FD1497'FORK NORTH AND WEST FOR
 FD1497'1.85 MILES TO A FARM LANE LEFT, TURN LEFT AND GO SOUTHERLY
 FD1497'FOR 0.15 MILE TO
 FD1497'AN OLD HOUSE AND STATION.  A TENNESSEE VALLEY AUTHORITY
 FD1497'WITNESS POST HAS BEEN
 FD1497'PLACED BY EACH MARK.
 FD1497'
 FD1497'THE STATION IS 36 FEET EAST OF THE NORTHEAST CORNER OF OLD HOUSE, 16
 FD1497'FEET SOUTH OF A FENCE LINE
 FD1497'AND 1.4 FEET WEST OF A METAL WITNESS POST.  IT IS A
 FD1497'STANDARD DISK SET IN THE TOP OF A
 FD1497'ROUND CONCRETE POST WHICH PROJECTS
 FD1497'8 INCHES AND IS STAMPED WRIGHT 1933.
 FD1497'
 FD1497'REFERENCE MARK NO 2 IS 4 FEET EAST OF THE CENTER OF A FARM LANE, 0.8
 FD1497'FOOT WEST OF A FENCE LINE
 FD1497'AND 0.8 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 FD1497'STANDARD DISK SET IN THE TOP OF A
 FD1497'ROUND CONCRETE POST WHICH PROJECTS
 FD1497'6 INCHES AND IS STAMPED WRIGHT NO 2 1933.
 FD1497'
 FD1497'REFERENCE MARK NO 3 IS 28 FEET SOUTH OF THE SOUTHEAST CORNER OF AN
 FD1497'OLD HOUSE AND 2.0 FEET
 FD1497'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 FD1497'DISK SET IN THE TOP OF A SQUARE
 FD1497'CONCRETE POST WHICH IS FLUSH AND IS
 FD1497'STAMPED WRIGHT NO 3 1933.
 FD1497'
 FD1497'THE AZIMUTH MARK IS 52 FEET NORTHWEST OF OLD CHURCH BUILDING, 34 FEET
 FD1497'SOUTH OF THE CENTER OF DIRT
 FD1497'ROAD AND 1.6 FEET NORTH OF A METAL WITNESS POST.
 FD1497'IT IS A STANDARD REFERENCE MARK DISK
 FD1497'SET IN THE TOP OF A SQUARE
 FD1497'CONCRETE POST WHICH IS FLUSH AND IS STAMPED WRIGHT
 FD1497'AZIMUTH 1933 RESET
 FD1497'1960.
 FD1497'
 FD1497'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM LANE FOR
 FD1497'0.15 MILE TO JUNCTION OF
 FD1497'DIRT ROAD, TURN LEFT, WEST, AND GO 0.2 MILE TO THE
 FD1497'MARK ON THE LEFT.
 FD1497
 FD1497                          STATION RECOVERY (1962)
 FD1497
 FD1497'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD1497'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 FD1497'1960 AND THE 1960 DESCRIPTION IS COMPLETELY ADEQUATE.  THE MARKS
 FD1497'WERE TAKEN AND CHECKED.
 FD1497'
 FD1497'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FD1497
 FD1497                          STATION RECOVERY (1962)
 FD1497
 FD1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1497'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 FD1497'AS DESCRIBED IN THE 1960 RECOVERY NOTE.  THE TO REACH IS COMPLETELY
 FD1497'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1935 ***********************************************************************
 FC1935  DESIGNATION -  WS 90
 FC1935  PID         -  FC1935
 FC1935  STATE/COUNTY-  TN/MEIGS
 FC1935  USGS QUAD   -  DECATUR (1973)
 FC1935
 FC1935                         *CURRENT SURVEY CONTROL
 FC1935  ___________________________________________________________________
 FC1935* NAD 83(1986)-  35 36 59.     (N)    084 46 32.     (W)     SCALED    
 FC1935* NAVD 88     -       215.56   (+/-2cm)     707.2    (feet)  VERTCON   
 FC1935  ___________________________________________________________________
 FC1935  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC1935
 FC1935  VERT ORDER  -  THIRD (See Below)
 FC1935
 FC1935.The horizontal coordinates were scaled from a topographic map and have
 FC1935.an estimated accuracy of +/- 6 seconds.
 FC1935
 FC1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1935.The vertical order pertains to the NGVD 29 superseded value.
 FC1935
 FC1935.The geoid height was determined by GEOID03.
 FC1935
 FC1935;                    North         East    Units  Estimated Accuracy
 FC1935;SPC TN       -   143,050.      710,930.      MT  (+/- 180 meters Scaled)
 FC1935
 FC1935                          SUPERSEDED SURVEY CONTROL
 FC1935
 FC1935  NGVD 29 (??/??/??)  215.65   (m)          707.5    (f) N HEIGHT    3  
 FC1935
 FC1935.Superseded values are not recommended for survey control.
 FC1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1935.See file dsdata.txt to determine how the superseded data were derived.
 FC1935
 FC1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE014436(NAD 83)
 FC1935_MARKER: DP = BASE LINE PIER
 FC1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1935_SP_SET: SQUARE CONCRETE MONUMENT
 FC1935_STAMPING: WS 90
 FC1935_MARK LOGO: TVA   
 FC1935_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1935+STABILITY: SURFACE MOTION
 FC1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1935+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1987
 FC1935
 FC1935  HISTORY     - Date     Condition        Report By
 FC1935  HISTORY     - 1940     MONUMENTED       TVA
 FC1935  HISTORY     - 19870505 GOOD             TNDT
 FC1935
 FC1935                          STATION DESCRIPTION
 FC1935
 FC1935'DESCRIBED BY TN DEPT OF TRANSP 1987
 FC1935'THE STATION IS LOCATED 2400 FEET SOUTHEAST AND DOWNSTREAM FROM WATTS
 FC1935'BAR DAM, 2050 FEET UPSTREAM FROM SOUTH END OF LAND DIKE, AND 0.75
 FC1935'MI.NORTH OF FERRY LANDING, ON STATE ROUTE 68, SET IN RIP RAP ON CREST
 FC1935'OF RIVER BANK, 15B FEET TOWARD RIVER FROM CENTERLINE OF ROAD,
 FC1935'DIRECTLY UNDER TRANSMISSION LINE, 70 FEET FROM WATERS EDGE, ON LEFT
 FC1935'BANK OF RIVER, AND IS BASE LINE STATION 11 55.4.  A STANDARD TABLET
 FC1935'STAMPED WS 90 AND SET IN A CONCRETE MONUMENT.  REFERENCE MARK 1, 8.92
 FC1935'FEET N 07DEG.  E TO POWER POLE .  REFERENCE MARK 2, 8.62 FEET S 11
 FC1935'DEG.  E TO A POWER POLE.  GRID POSITION, TENN., X= 2,363,944.4, Y=
 FC1935'447,909.0.  ELEVATION 707.50 FEET.  T-3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0968 ***********************************************************************
 FE0968  DESIGNATION -  WW 12
 FE0968  PID         -  FE0968
 FE0968  STATE/COUNTY-  TN/FAYETTE
 FE0968  USGS QUAD   -  MOSCOW (1965)
 FE0968
 FE0968                         *CURRENT SURVEY CONTROL
 FE0968  ___________________________________________________________________
 FE0968* NAD 83(1986)-  35 03 49.     (N)    089 27 13.     (W)     SCALED    
 FE0968* NAVD 88     -       105.147  (meters)     344.97   (feet)  ADJUSTED  
 FE0968  ___________________________________________________________________
 FE0968  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0968  DYNAMIC HT  -         105.048 (meters)     344.64  (feet)  COMP
 FE0968  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FE0968
 FE0968  VERT ORDER  -  FIRST     CLASS II
 FE0968
 FE0968.The horizontal coordinates were scaled from a topographic map and have
 FE0968.an estimated accuracy of +/- 6 seconds.
 FE0968
 FE0968.The orthometric height was determined by differential leveling
 FE0968.and adjusted by the National Geodetic Survey in June 1991..
 FE0968
 FE0968.The geoid height was determined by GEOID03.
 FE0968
 FE0968.The dynamic height is computed by dividing the NAVD 88
 FE0968.geopotential number by the normal gravity value computed on the
 FE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0968.degrees latitude (g = 980.6199 gals.).
 FE0968
 FE0968.The modeled gravity was interpolated from observed gravity values.
 FE0968
 FE0968;                    North         East    Units  Estimated Accuracy
 FE0968;SPC TN       -    86,580.      285,020.      MT  (+/- 180 meters Scaled)
 FE0968
 FE0968                          SUPERSEDED SURVEY CONTROL
 FE0968
 FE0968  NGVD 29 (??/??/??)  105.090  (m)          344.78   (f) ADJUSTED    1 2
 FE0968
 FE0968.Superseded values are not recommended for survey control.
 FE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0968.See file dsdata.txt to determine how the superseded data were derived.
 FE0968
 FE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD762828(NAD 83)
 FE0968_MARKER: DB = BENCH MARK DISK
 FE0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0968_SP_SET: CULVERT
 FE0968_STAMPING: WW 12 1934
 FE0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0968
 FE0968  HISTORY     - Date     Condition        Report By
 FE0968  HISTORY     - 1934     MONUMENTED       CGS
 FE0968  HISTORY     - 1944     GOOD             CGS
 FE0968  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0968
 FE0968                          STATION DESCRIPTION
 FE0968
 FE0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0968'2.9 MI W FROM MOSCOW.
 FE0968'2.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0968'MOSCOW, FAYETTE COUNTY, 132 FEET EAST OF BLOCK SIGNAL 5157 A,
 FE0968'39 FEET SOUTH OF A GATE IN THE RIGHT-OF-WAY FENCE, IN THE CENTER
 FE0968'OF THE TOP OF THE EAST END OF AN 18-INCH ROAD CULVERT, AND 9 FEET
 FE0968'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FE0968'WW 12 1934.
 FE0968
 FE0968                          STATION RECOVERY (1983)
 FE0968
 FE0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0968'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND ALONG STATE
 FE0968'HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1796 ***********************************************************************
 GA1796  DESIGNATION -  WW 264
 GA1796  PID         -  GA1796
 GA1796  STATE/COUNTY-  TN/HAMBLEN
 GA1796  USGS QUAD   -  MORRISTOWN (1979)
 GA1796
 GA1796                         *CURRENT SURVEY CONTROL
 GA1796  ___________________________________________________________________
 GA1796* NAD 83(1986)-  36 12 28.     (N)    083 18 35.     (W)     SCALED    
 GA1796* NAVD 88     -       416.292  (meters)    1365.78   (feet)  ADJUSTED  
 GA1796  ___________________________________________________________________
 GA1796  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1796  DYNAMIC HT  -         415.909 (meters)    1364.53  (feet)  COMP
 GA1796  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 GA1796
 GA1796  VERT ORDER  -  FIRST     CLASS I
 GA1796
 GA1796.The horizontal coordinates were scaled from a topographic map and have
 GA1796.an estimated accuracy of +/- 6 seconds.
 GA1796
 GA1796.The orthometric height was determined by differential leveling
 GA1796.and adjusted by the National Geodetic Survey in June 1991..
 GA1796
 GA1796.The geoid height was determined by GEOID03.
 GA1796
 GA1796.The dynamic height is computed by dividing the NAVD 88
 GA1796.geopotential number by the normal gravity value computed on the
 GA1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1796.degrees latitude (g = 980.6199 gals.).
 GA1796
 GA1796.The modeled gravity was interpolated from observed gravity values.
 GA1796
 GA1796;                    North         East    Units  Estimated Accuracy
 GA1796;SPC TN       -   211,300.      841,890.      MT  (+/- 180 meters Scaled)
 GA1796
 GA1796                          SUPERSEDED SURVEY CONTROL
 GA1796
 GA1796  NGVD 29 (??/??/92)  416.420  (m)         1366.20   (f) ADJ UNCH    1 1
 GA1796
 GA1796.Superseded values are not recommended for survey control.
 GA1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1796.See file dsdata.txt to determine how the superseded data were derived.
 GA1796
 GA1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA923094(NAD 83)
 GA1796_MARKER: DB = BENCH MARK DISK
 GA1796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1796_SP_SET: BUILDING
 GA1796_STAMPING: WW 264 1967
 GA1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1796
 GA1796  HISTORY     - Date     Condition        Report By
 GA1796  HISTORY     - 1967     MONUMENTED       CGS
 GA1796  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1796
 GA1796                          STATION DESCRIPTION
 GA1796
 GA1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1796'AT MORRISTOWN.
 GA1796'AT MORRISTOWN, 1.0 MILE WEST ALONG U.S. HIGHWAY 11E FROM THE
 GA1796'CITY HALL, SET VERTICALLY IN THE WEST FACE AND AT THE NORTHWEST
 GA1796'CORNER OF THE MORRISTOWN LINCOLN-MERCURY ONE STORY RED BRICK
 GA1796'BUILDING, 48 FEET SOUTH OF THE SOUTH CURB LINE OF THE HIGHWAY, 2
 GA1796'FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 1.8 FEET
 GA1796'ABOVE THE LEVEL OF THE GROUND.
 GA1796
 GA1796                          STATION RECOVERY (1978)
 GA1796
 GA1796'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2643 ***********************************************************************
 GC2643  DESIGNATION -  WYNN
 GC2643  PID         -  GC2643
 GC2643  STATE/COUNTY-  TN/STEWART
 GC2643  USGS QUAD   -  STANDING ROCK (1986)
 GC2643
 GC2643                         *CURRENT SURVEY CONTROL
 GC2643  ___________________________________________________________________
 GC2643* NAD 83(1995)-  36 28 25.38970(N)    087 57 59.39711(W)     ADJUSTED  
 GC2643* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 GC2643  ___________________________________________________________________
 GC2643  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 GC2643  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC2643
 GC2643  HORZ ORDER  -  SECOND
 GC2643
 GC2643.The horizontal coordinates were established by classical geodetic methods
 GC2643.and adjusted by the National Geodetic Survey in April 1999..
 GC2643
 GC2643.The orthometric height was scaled from a topographic map.
 GC2643
 GC2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2643
 GC2643.The geoid height was determined by GEOID03.
 GC2643
 GC2643;                    North         East     Units Scale Factor Converg.
 GC2643;SPC TN       -   239,250.280   423,769.642   MT  1.00001062   -1 09 04.6
 GC2643;SPC TN       -   784,940.29  1,390,317.57   sFT  1.00001062   -1 09 04.6
 GC2643;UTM  16      - 4,036,927.084   413,414.453   MT  0.99969237   -0 34 28.5
 GC2643
 GC2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2643!SPC TN       -   0.99997190  x   1.00001062  =   0.99998252
 GC2643!UTM  16      -   0.99997190  x   0.99969237  =   0.99966428
 GC2643
 GC2643:                Primary Azimuth Mark                     Grid Az
 GC2643:SPC TN       -  WYNN AZ MK RESET                         045 04 25.1
 GC2643:UTM  16      -  WYNN AZ MK RESET                         044 29 49.0
 GC2643
 GC2643|---------------------------------------------------------------------|
 GC2643| PID    Reference Object                     Distance      Geod. Az  |
 GC2643|                                                           dddmmss.s |
 GC2643| CG6999 WYNN AZ MK RESET                                   0435520.5 |
 GC2643| CG7000 WYNN AZ MK 3                                       0471327.7 |
 GC2643| CG6998 WYNN AZ MK                                         0810429.5 |
 GC2643| CG7001 WYNN RM 1                            34.775 METERS 08827     |
 GC2643| CG7002 WYNN RM 2                            40.639 METERS 17146     |
 GC2643|---------------------------------------------------------------------|
 GC2643
 GC2643                          SUPERSEDED SURVEY CONTROL
 GC2643
 GC2643  NAD 83(1995)-  36 28 25.39198(N)    087 57 59.39817(W) AD(       ) 2
 GC2643  NAD 83(1995)-  36 28 25.39464(N)    087 57 59.40329(W) AD(       ) 2
 GC2643  NAD 83(1986)-  36 28 25.39875(N)    087 57 59.39903(W) AD(       ) 2
 GC2643  NAD 27      -  36 28 25.21000(N)    087 57 59.29600(W) AD(       ) 2
 GC2643
 GC2643.Superseded values are not recommended for survey control.
 GC2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2643.See file dsdata.txt to determine how the superseded data were derived.
 GC2643
 GC2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1341436927(NAD 83)
 GC2643_MARKER: DS = TRIANGULATION STATION DISK
 GC2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2643
 GC2643  HISTORY     - Date     Condition        Report By
 GC2643  HISTORY     - 1934     MONUMENTED       CGS
 GC2643  HISTORY     - 1952     GOOD             CGS
 GC2643  HISTORY     - 1968     GOOD             CGS
 GC2643  HISTORY     - 1972     GOOD             LOCENG
 GC2643  HISTORY     - 1986     GOOD             USPSQD
 GC2643
 GC2643                          STATION DESCRIPTION
 GC2643
 GC2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2643'ON STATE ROUTE 76 BETWEEN DOVER AND PARIS, 5.95 MILES NORTHEAST OF
 GC2643'STATE TOLL BRIDGE OVER TENNESSEE RIVER, AND 4-1/2 MILES
 GC2643'EAST-SOUTHEAST OF FORT HENRY.  TO REACH FROM INTERSECTION OF ROUTES
 GC2643'49 AND 76 (ABOUT 3 MILES WEST OF DOVER), GO SOUTHWEST 4.55 MILES
 GC2643'ON ROUTE 76 TO TOP OF GRADE AND SHORT TANGENT IN ROAD AND STATION ON
 GC2643'RIGHT.  STATION IS 15 YARDS NORTH-NORTHWEST OF CENTER LINE OF
 GC2643'HIGHWAY, 8 YARDS NORTH-NORTHEAST OF 14-INCH TRIANGLE-BLAZED OAK TREE,
 GC2643'8 YARDS SOUTHWEST OF 12-INCH OAK TREE, AND 9 YARDS SOUTHEAST
 GC2643'OF 14-INCH OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2643'DISK STATION MARKS IN CONCRETE.  REFERENCE AND
 GC2643'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2643'NO. 1 IS 30 FEET SOUTH OF CENTER LINE OF ROAD 40 FEET WEST OF 14-INCH
 GC2643'OAK TREE, AND 114.23 FEET FROM STATION.
 GC2643'NO. 2 IS 10 YARDS SOUTH OF CENTER LINE OF ROAD 50 FEET WEST OF
 GC2643'12-INCH OAK TREE, AND 133.24 FEET FROM STATION.
 GC2643'AZIMUTH MARK IS 8 YARDS SOUTH OF CENTER LINE OF ROAD, JUST
 GC2643'NORTH OF TWO SETS OF 6-INCH AND 10-INCH OAK TREES, AND 0.15 MILE
 GC2643'FROM STATION.
 GC2643
 GC2643                          STATION RECOVERY (1952)
 GC2643
 GC2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2643'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC2643'CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK WHICH WAS
 GC2643'DESTROYED AND FOUND LYING IN A DITCH.  THE DISTANCE TO R.M. NO. 1 DID
 GC2643'NOT CHECK.  THE DISTANCE TO R.M. NO. 2 WAS CHECKED AND FOUND
 GC2643'CORRECT.  THE DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED AND
 GC2643'FOUND CORRECT.  A NEW DESCRIPTION FOLLOWS-
 GC2643'
 GC2643'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF DOVER ON PROPERTY OWNED
 GC2643'BY THE COPPER CO. OF MEMPHIS.  IT IS 60 FEET NORTHWEST OF THE
 GC2643'CENTER OF U.S. HIGHWAY 79, 27 FEET NORTH OF A 12 INCH OAK TREE WITH A
 GC2643'TRIANGLE BLAZE ON THE NORTH SIDE AND 8 FEET NORTHWEST OF A WHITE
 GC2643'WITNESS POST.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS
 GC2643'STAMPED WYNN 1934.
 GC2643'
 GC2643'REFERENCE MARK NO. 1 IS 114.13 FEET EAST OF THE STATION AND 28 FEET
 GC2643'SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT
 GC2643'12 INCHES AND THE DISK IS STAMPED WYNN NO 1 1934.
 GC2643'
 GC2643'REFERENCE MARK NO. 2 IS 133.24 FEET SOUTH OF THE STATION AND 34 FEET
 GC2643'SOUTHEAST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 12
 GC2643'INCHES AND THE DISK IS STAMPED WYNN NO 2 1934.
 GC2643'
 GC2643'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 49 FEET SOUTH OF
 GC2643'THE CENTER OF A DIRT ROAD, 47 FEET NORTH OF THE CENTER OF U.S.
 GC2643'HIGHWAY 79 AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 GC2643'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WYNN 1934 RESET
 GC2643'1952.
 GC2643'
 GC2643'TO REACH THE STATION FROM THE COURTHOUSE IN DOVER, GO SOUTHWEST AND
 GC2643'WEST ON U.S. HIGHWAY 79 AND STATE HIGHWAY 49 FOR 3.0 MILES TO
 GC2643'JUNCTION WHERE HIGHWAY 49 TURNS RIGHT (NORTH) CONTINUE WEST ON
 GC2643'HIGHWAY 79 FOR 4.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2643'DESCRIBED, CONTINUE SOUTHWEST ON HIGHWAY 79 FOR 0.2 MILE TO THE
 GC2643'STATION ON THE RIGHT AS DESCRIBED.
 GC2643'
 GC2643'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 GC2643
 GC2643                          STATION RECOVERY (1968)
 GC2643
 GC2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2643'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2643'CONDITION.  HOWEVER, THE 1934 AZIMUTH MARK RESET 1952 WOULD BE
 GC2643'DESTROYED BY HIGHWAY CONSTRUCTION.  A NEW AZIMUTH MARK WYNN 1934 1968
 GC2643'WAS ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND ALL HORIZONTAL
 GC2643'ANGLES WERE OBSERVED BETWEEN THE MARKS, USING THE 1934 AZIMUTH MARK
 GC2643'RESET 1952 AS AN INITIAL.  AFTER ALL RECORDS WERE CHECKED,
 GC2643'THE AZIMUTH MARK USED AS THE INITIAL WAS DESTROYED AND THE DISK
 GC2643'REMOVED.  VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND
 GC2643'THE REFERENCE MARKS AND SLOPE MEASUREMENTS MADE.  WHEN THESE
 GC2643'MEASUREMENTS WERE REDUCED TO HORIZONTAL A DISCREPANCY OF -0.04 OF A
 GC2643'FOOT WAS NOTED IN THE DISTANCE BETWEEN THE STATION AND REFERENCE
 GC2643'MARK NO. 1 AND A DISCREPANCY OF PLUS 0.09 OF A FOOT BETWEEN THE
 GC2643'STATION AND REFERENCE MARK NO. 2.  THE HORIZONTAL ANGLES BETWEEN
 GC2643'THE RESET AZIMUTH MARK AND THE REFERENCE MARKS CHECKED THE 1952
 GC2643'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.
 GC2643'
 GC2643'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2643'
 GC2643'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF DOVER ALONG THE
 GC2643'WOODED MEDIAN BETWEEN OLD U. S. HIGHWAY 79 AND NEW U.S. HIGHWAY
 GC2643'89.
 GC2643'
 GC2643'TO REACH THE STATION FROM THE STEWART COUNTY COURTHOUSE JUST WEST OF
 GC2643'THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 49 IN DOVER, GO IN A
 GC2643'GENERAL WEST-SOUTHWESTERLY DIRECTION ON THESE HIGHWAYS FOR 1.4 MILES
 GC2643'TO THE ENTRANCE INTO THE FORT DONELSON NATIONAL MILITARY PARK ON
 GC2643'THE RIGHT.  HERE CONTINUE ON WINDING U. S. HIGHWAY 79 AND STATE ROUTE
 GC2643'49 IN A WEST- SOUTHWESTERLY DIRECTION FOR 1.4 MILES TO WHERE STATE
 GC2643'ROUTE 49 BEARS RIGHT, CONTINUE WEST-SOUTHWESTERLY ON U. S. HIGHWAY
 GC2643'79 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2643'CONTINUE SOUTHWESTERLY ON U. S. HIGHWAY 79 FOR 0.15 OF A MILE TO THE
 GC2643'STATION ON THE RIGHT AS DESCRIBED.
 GC2643'
 GC2643'THE STATION IS IN A WOODED AREA, 312 FEET SOUTHEAST OF THE
 GC2643'APPROXIMATE CENTER OF NEW U. S. HIGHWAY 79, 60 FEET NORTHWEST OF THE
 GC2643'APPROXIMATE CENTER OF OLD U. S. HIGHWAY 79, 33 FEET NORTHWEST OF A
 GC2643'TELEPHONE LINE, 26 FEET WEST OF A 14-INCH, TRIANGLE BLAZED OAK
 GC2643'TREE, 8 FEET WEST OF A WHITE, WOODEN WITNESS POST, AND 1.2 FEET
 GC2643'NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GC2643'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GC2643'12 INCHES AND THE DISK IS STAMPED WYNN 1934.
 GC2643'
 GC2643'REFERENCE MARK NO. 1 IS ACROSS OLD U.S. HIGHWAY 79 EAST OF THE
 GC2643'STATION, 93 FEET NORTH-NORTHEAST OF GUYED POWERLINE POLE NO.
 GC2643'A4-2-21, 40 FEET NORTH OF THE APPROXIMATE CENTER OF AN ENTRANCE RAMP,
 GC2643'30 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF OLD U. S. HIGHWAY 79,
 GC2643'AND 0.9 OF A MILE SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC2643'A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GC2643'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED WYNN NO 1
 GC2643'1934.
 GC2643'
 GC2643'REFERENCE MARK NO. 2 IS ACROSS OLD U.S. HIGHWAY 79 SOUTH OF THE
 GC2643'STATION, 72 FEET SOUTH-SOUTHWEST OF GUYED POWERLINE POLE NO. A4-2-21,
 GC2643'33 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF OLD U.S. HIGHWAY 79,
 GC2643'AND 1.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC2643'A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GC2643'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED WYNN NO 2 1934.
 GC2643'
 GC2643'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2643'REFERENCE MARK NO. 2 IS 165.03 FEET-50.301 METERS.
 GC2643'
 GC2643'THE AZIMUTH MARK IS 150 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 GC2643'CENTER OF NEW U.S. HIGHWAY 79, 50 FEET SOUTHEAST OF THE APPROXIMATE
 GC2643'CENTER OF OLD U. S. HIGHWAY 79, 7 FEET WEST OF A 14-INCH, TRIANGLE
 GC2643'BLAZED OAK TREE, AND 1.2 FEET WEST- SOUTHWEST OF A METAL
 GC2643'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2643'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND
 GC2643'THE DISK IS STAMPED WYNN 1934 1968.
 GC2643'
 GC2643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 7-1/2 MILES
 GC2643'WEST OF DOVER.
 GC2643
 GC2643                          STATION RECOVERY (1972)
 GC2643
 GC2643'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2643'WYNN STATION MARK RECOVERED IN GOOD CONDITION.
 GC2643'
 GC2643'WYNN STATION MARK 1934 FOUND STAMPED ON THE POINT.
 GC2643'
 GC2643'DESCRIPTION AS IN SURVEY CONTROL DATA BULLETIN.  WITH
 GC2643'EXCEPTION-HWY 79 NEW ALIGNMENT IS NORTH OF STA.  OLD LOCATION OF
 GC2643'HWY AT VICINITY OF STA. STILL IN USE BY LOCAL TRAFFIC.
 GC2643'
 GC2643'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.5 MI WEST OF DOVER
 GC2643'TENN.
 GC2643'
 GC2643'WYNN-REF MK NO. 1 RECOVERED IN GOOD CONDITION.
 GC2643'
 GC2643'WYNN NO 1 1934 FOUND STAMPED ON THE POINT.
 GC2643'
 GC2643'SEE ORIGINAL DESCRIPTION.
 GC2643'
 GC2643'WYNN REF MK 2 RECOVERED IN GOOD CONDITION.
 GC2643'
 GC2643'WYNN NO. 2 1934 FOUND STAMPED ON THE POINT.
 GC2643'
 GC2643'SEE ORIGINAL DESCRIPTION.
 GC2643'
 GC2643'WYNN AZ MK RECOVERED IN GOOD CONDITION.
 GC2643'
 GC2643'WYNN 1934 - 1968 FOUND STAMPED ON THE POINT.
 GC2643'
 GC2643'STA. IS LOCATED 7 MI + OR - WEST OF DOVER TENN.  ALONG NEW ALIGNMENT
 GC2643'OF US 79 HWY. STA. IS 250 FEET S. E. OF CENTERLINE OF NEW ALIGNMENT
 GC2643'50 FEET + OR - N OF WOODS LINE ON BANK OF FILL OF OLD LOCATION OF
 GC2643'HWY.  PAVEMENT OF OLD HWY REMOVED AT LOCATION OF MONUMENT.-THE
 GC2643'AZ. MK. IS 600 FEET + OR - N. E. OF WYNN TRIANGULATION STA.  A
 GC2643'POST AND SIGN IS AT MONUMENT.  MONUMENT NOT STAMPED RESET.
 GC2643'
 GC2643'DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MI. WEST OF DOVER TENN.
 GC2643
 GC2643                          STATION RECOVERY (1986)
 GC2643
 GC2643'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0153 ***********************************************************************
 FC0153  DESIGNATION -  X 10
 FC0153  PID         -  FC0153
 FC0153  STATE/COUNTY-  TN/BLOUNT
 FC0153  USGS QUAD   -  TALLASSEE (1985)
 FC0153
 FC0153                         *CURRENT SURVEY CONTROL
 FC0153  ___________________________________________________________________
 FC0153* NAD 83(1986)-  35 35 58.     (N)    084 03 48.     (W)     SCALED    
 FC0153* NAVD 88     -       272.726  (meters)     894.77   (feet)  ADJUSTED  
 FC0153  ___________________________________________________________________
 FC0153  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0153  DYNAMIC HT  -         272.466 (meters)     893.92  (feet)  COMP
 FC0153  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 FC0153
 FC0153  VERT ORDER  -  FIRST     CLASS II
 FC0153
 FC0153.The horizontal coordinates were scaled from a topographic map and have
 FC0153.an estimated accuracy of +/- 6 seconds.
 FC0153
 FC0153.The orthometric height was determined by differential leveling
 FC0153.and adjusted by the National Geodetic Survey in June 1991..
 FC0153
 FC0153.The geoid height was determined by GEOID03.
 FC0153
 FC0153.The dynamic height is computed by dividing the NAVD 88
 FC0153.geopotential number by the normal gravity value computed on the
 FC0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0153.degrees latitude (g = 980.6199 gals.).
 FC0153
 FC0153.The modeled gravity was interpolated from observed gravity values.
 FC0153
 FC0153;                    North         East    Units  Estimated Accuracy
 FC0153;SPC TN       -   142,210.      775,480.      MT  (+/- 180 meters Scaled)
 FC0153
 FC0153                          SUPERSEDED SURVEY CONTROL
 FC0153
 FC0153  NGVD 29 (??/??/92)  272.847  (m)          895.17   (f) ADJ UNCH    1 2
 FC0153
 FC0153.Superseded values are not recommended for survey control.
 FC0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0153.See file dsdata.txt to determine how the superseded data were derived.
 FC0153
 FC0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE660434(NAD 83)
 FC0153_MARKER: DB = BENCH MARK DISK
 FC0153_SETTING: 66 = SET IN ROCK OUTCROP
 FC0153_SP_SET: ROCK CUT
 FC0153_STAMPING: 895.372 X 10 1932
 FC0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0153+STABILITY: POSITION/ELEVATION WELL
 FC0153
 FC0153  HISTORY     - Date     Condition        Report By
 FC0153  HISTORY     - 1932     MONUMENTED       CGS
 FC0153  HISTORY     - 1934     GOOD             NGS
 FC0153  HISTORY     - 1961     MARK NOT FOUND   NGS
 FC0153
 FC0153                          STATION DESCRIPTION
 FC0153
 FC0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0153'0.2 MI NE FROM ALLEGHANY.
 FC0153'0.2 MILE NORTHEAST ALONG THE ABANDONED SOUTHERN RAILWAY FROM
 FC0153'THE STATION AT ALLEGHANY, BLOUNT COUNTY, ABOUT 206 YARDS NORTH
 FC0153'OF BRIDGE B 15, 15 FEET SOUTHEAST OF THE TRACK, IN THE FACE
 FC0153'OF A ROCK CUT, AND ABOUT 5 FEET ABOVE THE TRACK.  A STANDARD
 FC0153'DISK, STAMPED 895.372 X 10 1932 AND SET VERTICALLY.
 FC0153
 FC0153                          STATION RECOVERY (1961)
 FC0153
 FC0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0479 ***********************************************************************
 GA0479  DESIGNATION -  X 100
 GA0479  PID         -  GA0479
 GA0479  STATE/COUNTY-  TN/WASHINGTON
 GA0479  USGS QUAD   -  BOONE DAM (1968)
 GA0479
 GA0479                         *CURRENT SURVEY CONTROL
 GA0479  ___________________________________________________________________
 GA0479* NAD 83(1986)-  36 23 23.     (N)    082 24 40.     (W)     SCALED    
 GA0479* NAVD 88     -       462.297  (meters)    1516.72   (feet)  ADJUSTED  
 GA0479  ___________________________________________________________________
 GA0479  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0479  DYNAMIC HT  -         461.863 (meters)    1515.30  (feet)  COMP
 GA0479  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 GA0479
 GA0479  VERT ORDER  -  SECOND    CLASS 0
 GA0479
 GA0479.The horizontal coordinates were scaled from a topographic map and have
 GA0479.an estimated accuracy of +/- 6 seconds.
 GA0479
 GA0479.The orthometric height was determined by differential leveling
 GA0479.and adjusted by the National Geodetic Survey in June 1991..
 GA0479
 GA0479.The geoid height was determined by GEOID03.
 GA0479
 GA0479.The dynamic height is computed by dividing the NAVD 88
 GA0479.geopotential number by the normal gravity value computed on the
 GA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0479.degrees latitude (g = 980.6199 gals.).
 GA0479
 GA0479.The modeled gravity was interpolated from observed gravity values.
 GA0479
 GA0479;                    North         East    Units  Estimated Accuracy
 GA0479;SPC TN       -   234,060.      921,910.      MT  (+/- 180 meters Scaled)
 GA0479
 GA0479                          SUPERSEDED SURVEY CONTROL
 GA0479
 GA0479  NGVD 29 (??/??/92)  462.441  (m)         1517.19   (f) ADJ UNCH    2 0
 GA0479
 GA0479.Superseded values are not recommended for survey control.
 GA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0479.See file dsdata.txt to determine how the superseded data were derived.
 GA0479
 GA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA734281(NAD 83)
 GA0479_MARKER: DB = BENCH MARK DISK
 GA0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0479_STAMPING: X 100 1935
 GA0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0479+STABILITY: SURFACE MOTION
 GA0479
 GA0479  HISTORY     - Date     Condition        Report By
 GA0479  HISTORY     - 1935     MONUMENTED       CGS
 GA0479
 GA0479                          STATION DESCRIPTION
 GA0479
 GA0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0479'1.8 MI E FROM BOONE.
 GA0479'1.8 MILES EAST ALONG COUNTY HIGHWAY 506 FROM THE CLINCHFIELD
 GA0479'RAILROAD STATION AT BOONE, WASHINGTON COUNTY, 0.2 MILE NORTHEAST
 GA0479'OF A CONCRETE BRIDGE OVER BOONE CREEK, AT THE JUNCTION OF U.S.
 GA0479'HIGHWAY 23, 28.2 FEET EAST OF THE EDGE OF U.S. HIGHWAY 23, 22.4
 GA0479'FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 506, AND 3 FEET
 GA0479'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 100 1935
 GA0479'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0506 ***********************************************************************
 GA0506  DESIGNATION -  X 101
 GA0506  PID         -  GA0506
 GA0506  STATE/COUNTY-  TN/SULLIVAN
 GA0506  USGS QUAD   -  BOONE DAM (1968)
 GA0506
 GA0506                         *CURRENT SURVEY CONTROL
 GA0506  ___________________________________________________________________
 GA0506* NAD 83(1986)-  36 27 53.     (N)    082 28 49.     (W)     SCALED    
 GA0506* NAVD 88     -       406.960  (meters)    1335.17   (feet)  ADJUSTED  
 GA0506  ___________________________________________________________________
 GA0506  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0506  DYNAMIC HT  -         406.581 (meters)    1333.92  (feet)  COMP
 GA0506  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0506
 GA0506  VERT ORDER  -  SECOND    CLASS 0
 GA0506
 GA0506.The horizontal coordinates were scaled from a topographic map and have
 GA0506.an estimated accuracy of +/- 6 seconds.
 GA0506
 GA0506.The orthometric height was determined by differential leveling
 GA0506.and adjusted by the National Geodetic Survey in June 1991..
 GA0506
 GA0506.The geoid height was determined by GEOID03.
 GA0506
 GA0506.The dynamic height is computed by dividing the NAVD 88
 GA0506.geopotential number by the normal gravity value computed on the
 GA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0506.degrees latitude (g = 980.6199 gals.).
 GA0506
 GA0506.The modeled gravity was interpolated from observed gravity values.
 GA0506
 GA0506;                    North         East    Units  Estimated Accuracy
 GA0506;SPC TN       -   242,150.      915,410.      MT  (+/- 180 meters Scaled)
 GA0506
 GA0506                          SUPERSEDED SURVEY CONTROL
 GA0506
 GA0506  NGVD 29 (??/??/92)  407.099  (m)         1335.62   (f) ADJ UNCH    2 0
 GA0506
 GA0506.Superseded values are not recommended for survey control.
 GA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0506.See file dsdata.txt to determine how the superseded data were derived.
 GA0506
 GA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA673365(NAD 83)
 GA0506_MARKER: DB = BENCH MARK DISK
 GA0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0506_STAMPING: X 101 1935
 GA0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0506+STABILITY: SURFACE MOTION
 GA0506
 GA0506  HISTORY     - Date     Condition        Report By
 GA0506  HISTORY     - 1935     MONUMENTED       CGS
 GA0506
 GA0506                          STATION DESCRIPTION
 GA0506
 GA0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0506'7.8 MI SE FROM KINGSPORT.
 GA0506'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA0506'AT KINGSPORT, SULLIVAN COUNTY, 5.5 MILES SOUTHWEST OF HOLSTON,
 GA0506'ACROSS THE HIGHWAY FROM THE CHARLIE SLAUGHTER SERVICE STATION,
 GA0506'40 FEET SOUTHWEST OF THE SLAUGHTER RESIDENCE, AT THE JUNCTION
 GA0506'OF THE YOAKLEY FERRY ROAD, 84 FEET NORTHWEST OF THE CENTERLINE
 GA0506'OF THE ROAD, 25 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0506'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 101
 GA0506'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1257 ***********************************************************************
 FZ1257  DESIGNATION -  X 102
 FZ1257  PID         -  FZ1257
 FZ1257  STATE/COUNTY-  TN/SULLIVAN
 FZ1257  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1257
 FZ1257                         *CURRENT SURVEY CONTROL
 FZ1257  ___________________________________________________________________
 FZ1257* NAD 83(1986)-  36 33 20.     (N)    081 59 44.     (W)     SCALED    
 FZ1257* NAVD 88     -       550.236  (meters)    1805.23   (feet)  ADJUSTED  
 FZ1257  ___________________________________________________________________
 FZ1257  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ1257  DYNAMIC HT  -         549.716 (meters)    1803.53  (feet)  COMP
 FZ1257  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 FZ1257
 FZ1257  VERT ORDER  -  SECOND    CLASS 0
 FZ1257
 FZ1257.The horizontal coordinates were scaled from a topographic map and have
 FZ1257.an estimated accuracy of +/- 6 seconds.
 FZ1257
 FZ1257.The orthometric height was determined by differential leveling
 FZ1257.and adjusted by the National Geodetic Survey in June 1991..
 FZ1257
 FZ1257.The geoid height was determined by GEOID03.
 FZ1257
 FZ1257.The dynamic height is computed by dividing the NAVD 88
 FZ1257.geopotential number by the normal gravity value computed on the
 FZ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1257.degrees latitude (g = 980.6199 gals.).
 FZ1257
 FZ1257.The modeled gravity was interpolated from observed gravity values.
 FZ1257
 FZ1257;                    North         East    Units  Estimated Accuracy
 FZ1257;SPC TN       -   253,900.      958,420.      MT  (+/- 180 meters Scaled)
 FZ1257
 FZ1257                          SUPERSEDED SURVEY CONTROL
 FZ1257
 FZ1257  NGVD 29 (??/??/92)  550.335  (m)         1805.56   (f) ADJ UNCH    2 0
 FZ1257
 FZ1257.Superseded values are not recommended for survey control.
 FZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1257.See file dsdata.txt to determine how the superseded data were derived.
 FZ1257
 FZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA109460(NAD 83)
 FZ1257_MARKER: DB = BENCH MARK DISK
 FZ1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1257_STAMPING: X 102 1935
 FZ1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1257+STABILITY: SURFACE MOTION
 FZ1257
 FZ1257  HISTORY     - Date     Condition        Report By
 FZ1257  HISTORY     - 1935     MONUMENTED       CGS
 FZ1257
 FZ1257                          STATION DESCRIPTION
 FZ1257
 FZ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1257'5.7 MI SE FROM HOLSTON VALLEY.
 FZ1257'5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1257'AT HOLSTON VALLEY, SULLIVAN COUNTY, IN THE JUNCTION OF A ROAD
 FZ1257'LEADING SOUTH, 36 YARDS SOUTHEAST OF THE CENTERLINE OF THE JUNCTION,
 FZ1257'37-1/2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21.6 FEET
 FZ1257'SOUTHEAST OF A NATIONAL FOREST FIRE-PREVENTION SIGN, AND 6 INCHES
 FZ1257'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 102 1935 AND
 FZ1257'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0445 ***********************************************************************
 GA0445  DESIGNATION -  X 103
 GA0445  PID         -  GA0445
 GA0445  STATE/COUNTY-  TN/CARTER
 GA0445  USGS QUAD   -  WATAUGA DAM (1960)
 GA0445
 GA0445                         *CURRENT SURVEY CONTROL
 GA0445  ___________________________________________________________________
 GA0445* NAD 83(1986)-  36 18 50.     (N)    082 07 10.     (W)     SCALED    
 GA0445* NAVD 88     -       531.567  (meters)    1743.98   (feet)  ADJUSTED  
 GA0445  ___________________________________________________________________
 GA0445  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0445  DYNAMIC HT  -         531.040 (meters)    1742.25  (feet)  COMP
 GA0445  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 GA0445
 GA0445  VERT ORDER  -  SECOND    CLASS 0
 GA0445
 GA0445.The horizontal coordinates were scaled from a topographic map and have
 GA0445.an estimated accuracy of +/- 6 seconds.
 GA0445
 GA0445.The orthometric height was determined by differential leveling
 GA0445.and adjusted by the National Geodetic Survey in June 1991..
 GA0445
 GA0445.The geoid height was determined by GEOID03.
 GA0445
 GA0445.The dynamic height is computed by dividing the NAVD 88
 GA0445.geopotential number by the normal gravity value computed on the
 GA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0445.degrees latitude (g = 980.6199 gals.).
 GA0445
 GA0445.The modeled gravity was interpolated from observed gravity values.
 GA0445
 GA0445;                    North         East    Units  Estimated Accuracy
 GA0445;SPC TN       -   226,650.      948,400.      MT  (+/- 180 meters Scaled)
 GA0445
 GA0445                          SUPERSEDED SURVEY CONTROL
 GA0445
 GA0445  NGVD 29 (??/??/92)  531.688  (m)         1744.38   (f) ADJ UNCH    2 0
 GA0445
 GA0445.Superseded values are not recommended for survey control.
 GA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0445.See file dsdata.txt to determine how the superseded data were derived.
 GA0445
 GA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA995193(NAD 83)
 GA0445_MARKER: DB = BENCH MARK DISK
 GA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0445_STAMPING: X 103 1935
 GA0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0445+STABILITY: SURFACE MOTION
 GA0445
 GA0445  HISTORY     - Date     Condition        Report By
 GA0445  HISTORY     - 1935     MONUMENTED       CGS
 GA0445
 GA0445                          STATION DESCRIPTION
 GA0445
 GA0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0445'0.7 MI SW FROM GOUGE.
 GA0445'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0445'AT GOUGE, CARTER COUNTY, 96 FEET EAST OF MILEPOST 6, 52 YARDS
 GA0445'SOUTHWEST OF THE GARDENS BLUFF SIGN, 40 YARDS NORTHEAST OF THE
 GA0445'EAST CORNER OF AN OLD ABANDONED STORE, 20 FEET SOUTHEAST OF THE
 GA0445'SOUTHEAST RAIL, 89 FEET NORTHWEST OF THE CENTERLINE OF STATE
 GA0445'HIGHWAY 67, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 GA0445'STAMPED X 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0816 ***********************************************************************
 GA0816  DESIGNATION -  X 105
 GA0816  PID         -  GA0816
 GA0816  STATE/COUNTY-  TN/GREENE
 GA0816  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0816
 GA0816                         *CURRENT SURVEY CONTROL
 GA0816  ___________________________________________________________________
 GA0816* NAD 83(1986)-  36 19 47.     (N)    082 42 22.     (W)     SCALED    
 GA0816* NAVD 88     -       475.219  (meters)    1559.11   (feet)  ADJUSTED  
 GA0816  ___________________________________________________________________
 GA0816  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0816  DYNAMIC HT  -         474.769 (meters)    1557.64  (feet)  COMP
 GA0816  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 GA0816
 GA0816  VERT ORDER  -  SECOND    CLASS 0
 GA0816
 GA0816.The horizontal coordinates were scaled from a topographic map and have
 GA0816.an estimated accuracy of +/- 6 seconds.
 GA0816
 GA0816.The orthometric height was determined by differential leveling
 GA0816.and adjusted by the National Geodetic Survey in June 1991..
 GA0816
 GA0816.The geoid height was determined by GEOID03.
 GA0816
 GA0816.The dynamic height is computed by dividing the NAVD 88
 GA0816.geopotential number by the normal gravity value computed on the
 GA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0816.degrees latitude (g = 980.6199 gals.).
 GA0816
 GA0816.The modeled gravity was interpolated from observed gravity values.
 GA0816
 GA0816;                    North         East    Units  Estimated Accuracy
 GA0816;SPC TN       -   226,480.      895,690.      MT  (+/- 180 meters Scaled)
 GA0816
 GA0816                          SUPERSEDED SURVEY CONTROL
 GA0816
 GA0816  NGVD 29 (??/??/92)  475.352  (m)         1559.55   (f) ADJ UNCH    2 0
 GA0816
 GA0816.Superseded values are not recommended for survey control.
 GA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0816.See file dsdata.txt to determine how the superseded data were derived.
 GA0816
 GA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA468218(NAD 83)
 GA0816_MARKER: DB = BENCH MARK DISK
 GA0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0816_SP_SET: CULVERT
 GA0816_STAMPING: X 105 1935
 GA0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0816
 GA0816  HISTORY     - Date     Condition        Report By
 GA0816  HISTORY     - 1935     MONUMENTED       CGS
 GA0816  HISTORY     - 1961     GOOD             NGS
 GA0816
 GA0816                          STATION DESCRIPTION
 GA0816
 GA0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0816'3.4 MI SW FROM JEAROLDSTOWN.
 GA0816'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0816'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 6.3 MILES SOUTHWEST
 GA0816'ALONG STATE HIGHWAY 93, 100 YARDS SOUTHWEST OF THE J.H. CAULSTON
 GA0816'RESIDENCE, IN A CONCRETE CULVERT OVER LONG FORK CREEK, 5 YARDS
 GA0816'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 INCHES FROM THE
 GA0816'NORTHEAST CORNER OF THE CULVERT, AND 1 FOOT HIGHER THAN THE
 GA0816'HIGHWAY.  A STANDARD DISK, STAMPED X 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0847 ***********************************************************************
 GA0847  DESIGNATION -  X 106
 GA0847  PID         -  GA0847
 GA0847  STATE/COUNTY-  TN/GREENE
 GA0847  USGS QUAD   -  BAILEYTON (1971)
 GA0847
 GA0847                         *CURRENT SURVEY CONTROL
 GA0847  ___________________________________________________________________
 GA0847* NAD 83(1986)-  36 17 40.     (N)    082 46 48.     (W)     SCALED    
 GA0847* NAVD 88     -       372.645  (meters)    1222.59   (feet)  ADJUSTED  
 GA0847  ___________________________________________________________________
 GA0847  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0847  DYNAMIC HT  -         372.296 (meters)    1221.44  (feet)  COMP
 GA0847  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 GA0847
 GA0847  VERT ORDER  -  SECOND    CLASS 0
 GA0847
 GA0847.The horizontal coordinates were scaled from a topographic map and have
 GA0847.an estimated accuracy of +/- 6 seconds.
 GA0847
 GA0847.The orthometric height was determined by differential leveling
 GA0847.and adjusted by the National Geodetic Survey in June 1991..
 GA0847
 GA0847.The geoid height was determined by GEOID03.
 GA0847
 GA0847.The dynamic height is computed by dividing the NAVD 88
 GA0847.geopotential number by the normal gravity value computed on the
 GA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0847.degrees latitude (g = 980.6199 gals.).
 GA0847
 GA0847.The modeled gravity was interpolated from observed gravity values.
 GA0847
 GA0847;                    North         East    Units  Estimated Accuracy
 GA0847;SPC TN       -   222,340.      889,190.      MT  (+/- 180 meters Scaled)
 GA0847
 GA0847                          SUPERSEDED SURVEY CONTROL
 GA0847
 GA0847  NGVD 29 (??/??/92)  372.780  (m)         1223.03   (f) ADJ UNCH    2 0
 GA0847
 GA0847.Superseded values are not recommended for survey control.
 GA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0847.See file dsdata.txt to determine how the superseded data were derived.
 GA0847
 GA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA401180(NAD 83)
 GA0847_MARKER: DB = BENCH MARK DISK
 GA0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0847_STAMPING: X 106 1935
 GA0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0847+STABILITY: SURFACE MOTION
 GA0847
 GA0847  HISTORY     - Date     Condition        Report By
 GA0847  HISTORY     - 1935     MONUMENTED       CGS
 GA0847  HISTORY     - 1955     GOOD             TVA
 GA0847
 GA0847                          STATION DESCRIPTION
 GA0847
 GA0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0847'2 MI SE FROM LOCUST SPRING.
 GA0847'2.0 MILES SOUTHEAST ALONG THE NEWMANSVILLE ROAD FROM THE JUNCTION
 GA0847'OF THE ALBANY ROAD AT LOCUST SPRING, GREENE COUNTY, 300 FEET WEST
 GA0847'OF THE ROARING SPRINGS MILL, AT THE JUNCTION OF THE BRITTONTOWN
 GA0847'ROAD, 29 FEET WEST OF THE CENTERLINE OF THE NEWMANSVILLE ROAD, 50
 GA0847'FEET SOUTH OF THE BRITTONTOWN ROAD, 19 FEET EAST OF THE NORTHEAST
 GA0847'CORNER OF THE O.E. CROMLEY RESIDENCE, 2 FEET EAST OF A FENCE, 55.6
 GA0847'FEET NORTH NORTHEAST OF NORTHWEST CORNER OF SPRINGHOUSE AND 55
 GA0847'FEET SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF EAST-WEST
 GA0847'ROAD AND T-ROADS.  A STANDARD DISK, STAMPED X 106 1935 AND SET
 GA0847'IN THE TOP OF A CONCRETE POST.
 GA0847
 GA0847                          STATION RECOVERY (1955)
 GA0847
 GA0847'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0539 ***********************************************************************
 GA0539  DESIGNATION -  X 107
 GA0539  PID         -  GA0539
 GA0539  STATE/COUNTY-  TN/WASHINGTON
 GA0539  USGS QUAD   -  JONESBOROUGH (1968)
 GA0539
 GA0539                         *CURRENT SURVEY CONTROL
 GA0539  ___________________________________________________________________
 GA0539* NAD 83(1986)-  36 17 56.     (N)    082 29 43.     (W)     SCALED    
 GA0539* NAVD 88     -       553.062  (meters)    1814.50   (feet)  ADJUSTED  
 GA0539  ___________________________________________________________________
 GA0539  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0539  DYNAMIC HT  -         552.536 (meters)    1812.78  (feet)  COMP
 GA0539  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 GA0539
 GA0539  VERT ORDER  -  SECOND    CLASS 0
 GA0539
 GA0539.The horizontal coordinates were scaled from a topographic map and have
 GA0539.an estimated accuracy of +/- 6 seconds.
 GA0539
 GA0539.The orthometric height was determined by differential leveling
 GA0539.and adjusted by the National Geodetic Survey in June 1991..
 GA0539
 GA0539.The geoid height was determined by GEOID03.
 GA0539
 GA0539.The dynamic height is computed by dividing the NAVD 88
 GA0539.geopotential number by the normal gravity value computed on the
 GA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0539.degrees latitude (g = 980.6199 gals.).
 GA0539
 GA0539.The modeled gravity was interpolated from observed gravity values.
 GA0539
 GA0539;                    North         East    Units  Estimated Accuracy
 GA0539;SPC TN       -   223,720.      914,730.      MT  (+/- 180 meters Scaled)
 GA0539
 GA0539                          SUPERSEDED SURVEY CONTROL
 GA0539
 GA0539  NGVD 29 (??/??/92)  553.198  (m)         1814.95   (f) ADJ UNCH    2 0
 GA0539
 GA0539.Superseded values are not recommended for survey control.
 GA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0539.See file dsdata.txt to determine how the superseded data were derived.
 GA0539
 GA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA657181(NAD 83)
 GA0539_MARKER: DB = BENCH MARK DISK
 GA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0539_STAMPING: X 107 1935
 GA0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0539+STABILITY: SURFACE MOTION
 GA0539
 GA0539  HISTORY     - Date     Condition        Report By
 GA0539  HISTORY     - 1935     MONUMENTED       CGS
 GA0539  HISTORY     - 1979     MARK NOT FOUND   TVA
 GA0539
 GA0539                          STATION DESCRIPTION
 GA0539
 GA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0539'1.5 MI N FROM JONESBORO.
 GA0539'1.5 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE COURTHOUSE AT
 GA0539'JONESBORO, WASHINGTON COUNTY, 50 YARDS NORTH OF THE MC PHERSON
 GA0539'SERVICE STATION, 40 YARDS NORTH OF THE JUNCTION OF A DIRT ROAD
 GA0539'LEADING WEST, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0539'2 FEET EAST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A
 GA0539'STANDARD DISK, STAMPED X 107 1935 AND SET IN THE TOP OF A CONCRETE
 GA0539'POST.
 GA0539
 GA0539                          STATION RECOVERY (1979)
 GA0539
 GA0539'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0245 ***********************************************************************
 GA0245  DESIGNATION -  X 108
 GA0245  PID         -  GA0245
 GA0245  STATE/COUNTY-  TN/SULLIVAN
 GA0245  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0245
 GA0245                         *CURRENT SURVEY CONTROL
 GA0245  ___________________________________________________________________
 GA0245* NAD 83(1986)-  36 35 17.     (N)    082 15 43.     (W)     SCALED    
 GA0245* NAVD 88     -       546.944  (meters)    1794.43   (feet)  ADJUSTED  
 GA0245  ___________________________________________________________________
 GA0245  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0245  DYNAMIC HT  -         546.437 (meters)    1792.77  (feet)  COMP
 GA0245  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 GA0245
 GA0245  VERT ORDER  -  SECOND    CLASS 0
 GA0245
 GA0245.The horizontal coordinates were scaled from a topographic map and have
 GA0245.an estimated accuracy of +/- 6 seconds.
 GA0245
 GA0245.The orthometric height was determined by differential leveling
 GA0245.and adjusted by the National Geodetic Survey in June 1991..
 GA0245
 GA0245.The geoid height was determined by GEOID03.
 GA0245
 GA0245.The dynamic height is computed by dividing the NAVD 88
 GA0245.geopotential number by the normal gravity value computed on the
 GA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0245.degrees latitude (g = 980.6199 gals.).
 GA0245
 GA0245.The modeled gravity was interpolated from observed gravity values.
 GA0245
 GA0245;                    North         East    Units  Estimated Accuracy
 GA0245;SPC TN       -   256,560.      934,450.      MT  (+/- 180 meters Scaled)
 GA0245
 GA0245                          SUPERSEDED SURVEY CONTROL
 GA0245
 GA0245  NGVD 29 (??/??/92)  547.077  (m)         1794.87   (f) ADJ UNCH    2 0
 GA0245
 GA0245.Superseded values are not recommended for survey control.
 GA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0245.See file dsdata.txt to determine how the superseded data were derived.
 GA0245
 GA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871499(NAD 83)
 GA0245_MARKER: DB = BENCH MARK DISK
 GA0245_SETTING: 66 = SET IN ROCK OUTCROP
 GA0245_SP_SET: BEDROCK
 GA0245_STAMPING: X 108 1935
 GA0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0245+STABILITY: POSITION/ELEVATION WELL
 GA0245
 GA0245  HISTORY     - Date     Condition        Report By
 GA0245  HISTORY     - 1935     MONUMENTED       CGS
 GA0245  HISTORY     - 1961     GOOD             NGS
 GA0245
 GA0245                          STATION DESCRIPTION
 GA0245
 GA0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0245'1.2 MI W FROM BRISTOL.
 GA0245'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0245'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY
 GA0245'11W TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILE
 GA0245'ON A PAVED ROAD TO A SHARP CURVE AND A BARN.  THE BENCH MARK
 GA0245'IS ABOUT 90 FT. NORTHEAST OF THE BARN, 56 FT. EAST OF THE
 GA0245'CENTER OF THE PAVED ROAD AT THE CURVE, 20 FT. NORTH OF THE
 GA0245'CENTER OF A TRACK ROAD, AND 3.6 FT. SOUTH OF A WITNESS SIGN.  THE
 GA0245'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK IN A DITCH
 GA0245'AND IS ABOUT 10 FT. BELOW THE LEVEL OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0192 ***********************************************************************
 GA0192  DESIGNATION -  X 109
 GA0192  PID         -  GA0192
 GA0192  STATE/COUNTY-  TN/SULLIVAN
 GA0192  USGS QUAD   -  BRISTOL (1991)
 GA0192
 GA0192                         *CURRENT SURVEY CONTROL
 GA0192  ___________________________________________________________________
 GA0192* NAD 83(1986)-  36 31 14.     (N)    082 07 46.     (W)     SCALED    
 GA0192* NAVD 88     -       451.101  (meters)    1479.99   (feet)  ADJUSTED  
 GA0192  ___________________________________________________________________
 GA0192  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0192  DYNAMIC HT  -         450.686 (meters)    1478.63  (feet)  COMP
 GA0192  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA0192
 GA0192  VERT ORDER  -  SECOND    CLASS 0
 GA0192
 GA0192.The horizontal coordinates were scaled from a topographic map and have
 GA0192.an estimated accuracy of +/- 6 seconds.
 GA0192
 GA0192.The orthometric height was determined by differential leveling
 GA0192.and adjusted by the National Geodetic Survey in June 1991..
 GA0192
 GA0192.The geoid height was determined by GEOID03.
 GA0192
 GA0192.The dynamic height is computed by dividing the NAVD 88
 GA0192.geopotential number by the normal gravity value computed on the
 GA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0192.degrees latitude (g = 980.6199 gals.).
 GA0192
 GA0192.The modeled gravity was interpolated from observed gravity values.
 GA0192
 GA0192;                    North         East    Units  Estimated Accuracy
 GA0192;SPC TN       -   249,530.      946,590.      MT  (+/- 180 meters Scaled)
 GA0192
 GA0192                          SUPERSEDED SURVEY CONTROL
 GA0192
 GA0192  NGVD 29 (??/??/92)  451.231  (m)         1480.41   (f) ADJ UNCH    2 0
 GA0192
 GA0192.Superseded values are not recommended for survey control.
 GA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0192.See file dsdata.txt to determine how the superseded data were derived.
 GA0192
 GA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA988422(NAD 83)
 GA0192_MARKER: DB = BENCH MARK DISK
 GA0192_SETTING: 66 = SET IN ROCK OUTCROP
 GA0192_SP_SET: ROCK LEDGE
 GA0192_STAMPING: X 109 1935
 GA0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0192+STABILITY: POSITION/ELEVATION WELL
 GA0192
 GA0192  HISTORY     - Date     Condition        Report By
 GA0192  HISTORY     - 1935     MONUMENTED       CGS
 GA0192
 GA0192                          STATION DESCRIPTION
 GA0192
 GA0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0192'AT BEIDLEMAN MILL.
 GA0192'AT BEIDLEMAN MILL, SULLIVAN COUNTY, ON THE CEDAR GROVE ROAD,
 GA0192'80 YARDS NORTHEAST OF THE MORRELL GENERAL STORE AT A GRAVEL-ROAD
 GA0192'INTERSECTION, 22.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GA0192'BRIDGE OVER BEIDLEMAN CREEK, AT THE JOHN FRITZ RESIDENCE, 11
 GA0192'YARDS SOUTHEAST ACROSS THE ROAD FROM THE HOUSE, 19.8 FEET EAST OF
 GA0192'THE CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK LEDGE AND 1
 GA0192'FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED X 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0405 ***********************************************************************
 GA0405  DESIGNATION -  X 11
 GA0405  PID         -  GA0405
 GA0405  STATE/COUNTY-  TN/CARTER
 GA0405  USGS QUAD   -  ELIZABETHTON (1968)
 GA0405
 GA0405                         *CURRENT SURVEY CONTROL
 GA0405  ___________________________________________________________________
 GA0405* NAD 83(1986)-  36 20 48.     (N)    082 12 52.     (W)     SCALED    
 GA0405* NAVD 88     -       469.839  (meters)    1541.46   (feet)  ADJUSTED  
 GA0405  ___________________________________________________________________
 GA0405  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0405  DYNAMIC HT  -         469.390 (meters)    1539.99  (feet)  COMP
 GA0405  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 GA0405
 GA0405  VERT ORDER  -  FIRST     CLASS II
 GA0405
 GA0405.The horizontal coordinates were scaled from a topographic map and have
 GA0405.an estimated accuracy of +/- 6 seconds.
 GA0405
 GA0405.The orthometric height was determined by differential leveling
 GA0405.and adjusted by the National Geodetic Survey in June 1991..
 GA0405
 GA0405.The geoid height was determined by GEOID03.
 GA0405
 GA0405.The dynamic height is computed by dividing the NAVD 88
 GA0405.geopotential number by the normal gravity value computed on the
 GA0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0405.degrees latitude (g = 980.6199 gals.).
 GA0405
 GA0405.The modeled gravity was interpolated from observed gravity values.
 GA0405
 GA0405;                    North         East    Units  Estimated Accuracy
 GA0405;SPC TN       -   229,950.      939,730.      MT  (+/- 180 meters Scaled)
 GA0405
 GA0405                          SUPERSEDED SURVEY CONTROL
 GA0405
 GA0405  NGVD 29 (??/??/92)  469.984  (m)         1541.94   (f) ADJ UNCH    1 2
 GA0405
 GA0405.Superseded values are not recommended for survey control.
 GA0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0405.See file dsdata.txt to determine how the superseded data were derived.
 GA0405
 GA0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA910230(NAD 83)
 GA0405_MARKER: DB = BENCH MARK DISK
 GA0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0405_SP_SET: BUILDING
 GA0405_STAMPING: 1542.129 X 11 1933
 GA0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0405
 GA0405  HISTORY     - Date     Condition        Report By
 GA0405  HISTORY     - 1933     MONUMENTED       CGS
 GA0405
 GA0405                          STATION DESCRIPTION
 GA0405
 GA0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0405'AT ELIZABETHTON.
 GA0405'AT ELIZABETHTON, CARTER COUNTY, IN THE EAST WALL OF THE MUNICIPAL
 GA0405'BUILDING, 115 FEET NORTH OF THE CENTERLINE OF HATTIE AVENUE, 55
 GA0405'FEET WEST OF THE CENTERLINE OF SYCAMORE STREET, 1 FOOT FROM THE
 GA0405'SOUTHEAST CORNER OF THE BUILDING, AND 4-1/2 FEET ABOVE THE GRADE.
 GA0405'A STANDARD DISK, STAMPED 1542.129 X 11 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0983 ***********************************************************************
 FZ0983  DESIGNATION -  X 110
 FZ0983  PID         -  FZ0983
 FZ0983  STATE/COUNTY-  TN/JOHNSON
 FZ0983  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0983
 FZ0983                         *CURRENT SURVEY CONTROL
 FZ0983  ___________________________________________________________________
 FZ0983* NAD 83(1986)-  36 23 22.     (N)    081 52 09.     (W)     SCALED    
 FZ0983* NAVD 88     -       657.898  (meters)    2158.45   (feet)  ADJUSTED  
 FZ0983  ___________________________________________________________________
 FZ0983  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ0983  DYNAMIC HT  -         657.236 (meters)    2156.28  (feet)  COMP
 FZ0983  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 FZ0983
 FZ0983  VERT ORDER  -  SECOND    CLASS 0
 FZ0983
 FZ0983.The horizontal coordinates were scaled from a topographic map and have
 FZ0983.an estimated accuracy of +/- 6 seconds.
 FZ0983
 FZ0983.The orthometric height was determined by differential leveling
 FZ0983.and adjusted by the National Geodetic Survey in June 1991..
 FZ0983
 FZ0983.The geoid height was determined by GEOID03.
 FZ0983
 FZ0983.The dynamic height is computed by dividing the NAVD 88
 FZ0983.geopotential number by the normal gravity value computed on the
 FZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0983.degrees latitude (g = 980.6199 gals.).
 FZ0983
 FZ0983.The modeled gravity was interpolated from observed gravity values.
 FZ0983
 FZ0983;                    North         East    Units  Estimated Accuracy
 FZ0983;SPC TN       -   235,950.      970,500.      MT  (+/- 180 meters Scaled)
 FZ0983
 FZ0983                          SUPERSEDED SURVEY CONTROL
 FZ0983
 FZ0983  NGVD 29 (??/??/92)  657.974  (m)         2158.70   (f) ADJ UNCH    2 0
 FZ0983
 FZ0983.Superseded values are not recommended for survey control.
 FZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0983.See file dsdata.txt to determine how the superseded data were derived.
 FZ0983
 FZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA220274(NAD 83)
 FZ0983_MARKER: DB = BENCH MARK DISK
 FZ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0983_STAMPING: X 110 1935
 FZ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0983+STABILITY: SURFACE MOTION
 FZ0983
 FZ0983  HISTORY     - Date     Condition        Report By
 FZ0983  HISTORY     - 1935     MONUMENTED       CGS
 FZ0983
 FZ0983                          STATION DESCRIPTION
 FZ0983
 FZ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0983'0.5 MI SW FROM NEVA.
 FZ0983'0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0983'AT NEVA, JOHNSON COUNTY, 55 YARDS NORTHEAST OF THE CROSSING OF
 FZ0983'THE PINE GROVE BAPTIST CHURCH ROAD, 15 FEET NORTHWEST OF THE
 FZ0983'NORTHWEST RAIL, 19 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD
 FZ0983'PARALLELING THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0983'DISK, STAMPED X 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0480 ***********************************************************************
 GA0480  DESIGNATION -  X 111
 GA0480  PID         -  GA0480
 GA0480  STATE/COUNTY-  TN/WASHINGTON
 GA0480  USGS QUAD   -  BOONE DAM (1968)
 GA0480
 GA0480                         *CURRENT SURVEY CONTROL
 GA0480  ___________________________________________________________________
 GA0480* NAD 83(1986)-  36 22 47.     (N)    082 25 31.     (W)     SCALED    
 GA0480* NAVD 88     -       459.745  (meters)    1508.35   (feet)  ADJUSTED  
 GA0480  ___________________________________________________________________
 GA0480  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0480  DYNAMIC HT  -         459.312 (meters)    1506.93  (feet)  COMP
 GA0480  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 GA0480
 GA0480  VERT ORDER  -  SECOND    CLASS 0
 GA0480
 GA0480.The horizontal coordinates were scaled from a topographic map and have
 GA0480.an estimated accuracy of +/- 6 seconds.
 GA0480
 GA0480.The orthometric height was determined by differential leveling
 GA0480.and adjusted by the National Geodetic Survey in June 1991..
 GA0480
 GA0480.The geoid height was determined by GEOID03.
 GA0480
 GA0480.The dynamic height is computed by dividing the NAVD 88
 GA0480.geopotential number by the normal gravity value computed on the
 GA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0480.degrees latitude (g = 980.6199 gals.).
 GA0480
 GA0480.The modeled gravity was interpolated from observed gravity values.
 GA0480
 GA0480;                    North         East    Units  Estimated Accuracy
 GA0480;SPC TN       -   232,910.      920,690.      MT  (+/- 180 meters Scaled)
 GA0480
 GA0480                          SUPERSEDED SURVEY CONTROL
 GA0480
 GA0480  NGVD 29 (??/??/92)  459.889  (m)         1508.82   (f) ADJ UNCH    2 0
 GA0480
 GA0480.Superseded values are not recommended for survey control.
 GA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0480.See file dsdata.txt to determine how the superseded data were derived.
 GA0480
 GA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA721270(NAD 83)
 GA0480_MARKER: DB = BENCH MARK DISK
 GA0480_SETTING: 66 = SET IN ROCK OUTCROP
 GA0480_SP_SET: SET IN ROCK OUTCROP
 GA0480_STAMPING: X 111 1935
 GA0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0480+STABILITY: POSITION/ELEVATION WELL
 GA0480
 GA0480  HISTORY     - Date     Condition        Report By
 GA0480  HISTORY     - 1935     MONUMENTED       CGS
 GA0480
 GA0480                          STATION DESCRIPTION
 GA0480
 GA0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0480'0.8 MI E FROM BOONE.
 GA0480'0.8 MILE EAST ALONG COUNTY HIGHWAY 506 FROM THE CLINCHFIELD
 GA0480'RAILROAD STATION AT BOONE, WASHINGTON COUNTY, 19 YARDS EAST OF A
 GA0480'MILL, 23.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.5 FEET
 GA0480'NORTH OF THE NORTH END OF A HIGHWAY BRIDGE, IN THE TOP OF A
 GA0480'LIMESTONE OUTCROP, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA0480'DISK, STAMPED X 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0910 ***********************************************************************
 GA0910  DESIGNATION -  X 114
 GA0910  PID         -  GA0910
 GA0910  STATE/COUNTY-  TN/GREENE
 GA0910  USGS QUAD   -  CEDAR CREEK (1980)
 GA0910
 GA0910                         *CURRENT SURVEY CONTROL
 GA0910  ___________________________________________________________________
 GA0910* NAD 83(1986)-  36 01 22.     (N)    082 54 27.     (W)     SCALED    
 GA0910* NAVD 88     -       427.212  (meters)    1401.61   (feet)  POSTED    
 GA0910  ___________________________________________________________________
 GA0910  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA0910  DYNAMIC HT  -         426.800 (meters)    1400.26  (feet)  COMP
 GA0910  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 GA0910
 GA0910  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0910
 GA0910.The horizontal coordinates were scaled from a topographic map and have
 GA0910.an estimated accuracy of +/- 6 seconds.
 GA0910
 GA0910.The orthometric height was determined by differential leveling
 GA0910.and adjusted by the National Geodetic Survey in 1992..
 GA0910.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0910.rate of 4.1 thru 8.0 mm/km.
 GA0910
 GA0910.The geoid height was determined by GEOID03.
 GA0910
 GA0910.The dynamic height is computed by dividing the NAVD 88
 GA0910.geopotential number by the normal gravity value computed on the
 GA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0910.degrees latitude (g = 980.6199 gals.).
 GA0910
 GA0910.The modeled gravity was interpolated from observed gravity values.
 GA0910
 GA0910;                    North         East    Units  Estimated Accuracy
 GA0910;SPC TN       -   191,850.      878,690.      MT  (+/- 180 meters Scaled)
 GA0910
 GA0910                          SUPERSEDED SURVEY CONTROL
 GA0910
 GA0910  NGVD 29 (??/??/92)  427.339  (m)         1402.03   (f) ADJ UNCH    2 0
 GA0910
 GA0910.Superseded values are not recommended for survey control.
 GA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0910.See file dsdata.txt to determine how the superseded data were derived.
 GA0910
 GA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV281881(NAD 83)
 GA0910_MARKER: DB = BENCH MARK DISK
 GA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0910_STAMPING: X 114 1935
 GA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0910+STABILITY: SURFACE MOTION
 GA0910
 GA0910  HISTORY     - Date     Condition        Report By
 GA0910  HISTORY     - 1935     MONUMENTED       CGS
 GA0910  HISTORY     - 1950     GOOD             TVA
 GA0910
 GA0910                          STATION DESCRIPTION
 GA0910
 GA0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0910'0.2 MI W FROM CEDAR CREEK.
 GA0910'1/4 MILE WEST ALONG THE ST. JAMES HIGHWAY FROM THE CROSSROADS
 GA0910'AT CEDAR CREEK, GREENE COUNTY, 0.15 MILE EAST OF THE JUNCTION OF
 GA0910'A T-ROAD LEADING SOUTH AT THE L.T. RENNER RESIDENCE, 24 FEET
 GA0910'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 23 FEET SOUTH OF
 GA0910'THE CENTERLINE OF THE HIGHWAY 7.5 FEET NORTHWEST OF AN 18-INCH
 GA0910'APPLE TREE, 4.4 FEET WEST OF A NORTHEAST FENCE CORNER, 33.6 FEET
 GA0910'EAST OF POWER POLE 118 AND 1.6 FEET SOUTH SOUTHEAST OF STEEL
 GA0910'WITNESS POST.  A STANDARD DISK, STAMPED X 114 1935 AND SET IN THE
 GA0910'TOP OF A CONCRETE POST.
 GA0910
 GA0910                          STATION RECOVERY (1950)
 GA0910
 GA0910'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0705 ***********************************************************************
 GA0705  DESIGNATION -  X 115
 GA0705  PID         -  GA0705
 GA0705  STATE/COUNTY-  TN/WASHINGTON
 GA0705  USGS QUAD   -  TELFORD (1971)
 GA0705
 GA0705                         *CURRENT SURVEY CONTROL
 GA0705  ___________________________________________________________________
 GA0705* NAD 83(1986)-  36 10 11.     (N)    082 32 10.     (W)     SCALED    
 GA0705* NAVD 88     -       448.791  (meters)    1472.41   (feet)  ADJUSTED  
 GA0705  ___________________________________________________________________
 GA0705  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0705  DYNAMIC HT  -         448.359 (meters)    1470.99  (feet)  COMP
 GA0705  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 GA0705
 GA0705  VERT ORDER  -  SECOND    CLASS 0
 GA0705
 GA0705.The horizontal coordinates were scaled from a topographic map and have
 GA0705.an estimated accuracy of +/- 6 seconds.
 GA0705
 GA0705.The orthometric height was determined by differential leveling
 GA0705.and adjusted by the National Geodetic Survey in June 1991..
 GA0705
 GA0705.The geoid height was determined by GEOID03.
 GA0705
 GA0705.The dynamic height is computed by dividing the NAVD 88
 GA0705.geopotential number by the normal gravity value computed on the
 GA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0705.degrees latitude (g = 980.6199 gals.).
 GA0705
 GA0705.The modeled gravity was interpolated from observed gravity values.
 GA0705
 GA0705;                    North         East    Units  Estimated Accuracy
 GA0705;SPC TN       -   209,260.      911,570.      MT  (+/- 180 meters Scaled)
 GA0705
 GA0705                          SUPERSEDED SURVEY CONTROL
 GA0705
 GA0705  NGVD 29 (??/??/92)  448.938  (m)         1472.89   (f) ADJ UNCH    2 0
 GA0705
 GA0705.Superseded values are not recommended for survey control.
 GA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0705.See file dsdata.txt to determine how the superseded data were derived.
 GA0705
 GA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA618038(NAD 83)
 GA0705_MARKER: DB = BENCH MARK DISK
 GA0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0705_STAMPING: X 115 1935
 GA0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0705+STABILITY: SURFACE MOTION
 GA0705
 GA0705  HISTORY     - Date     Condition        Report By
 GA0705  HISTORY     - 1935     MONUMENTED       CGS
 GA0705  HISTORY     - 1955     GOOD             NGS
 GA0705
 GA0705                          STATION DESCRIPTION
 GA0705
 GA0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0705'7.3 MI E FROM PLEASANT HILL.
 GA0705'IN WASHINGTON COUNTY, 7.3 MILES EAST ALONG A COUNTY ROAD AND
 GA0705'STATE HIGHWAY 107 FROM PLEASANT HILL, GREENE COUNTY, 0.3 MILE
 GA0705'NORTHEAST OF A SCHOOL AND A CONCRETE BRIDGE, 0.2 MILE SOUTHWEST
 GA0705'OF A CONCRETE BRIDGE AND THE JUNCTION OF A ROAD LEADING SOUTH,
 GA0705'AT THE EAST END OF A CUT, AT THE MARVIN RAND RESIDENCE, 56
 GA0705'YARDS SOUTHWEST OF A DRIVEWAY, 44 YARDS SOUTHWEST OF A CONCRETE
 GA0705'CULVERT, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0705'AT THE EAST END OF A CUT, 2 FEET NORTHWEST OF A FENCE LINE,
 GA0705'AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0705'X 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0993 ***********************************************************************
 GA0993  DESIGNATION -  X 116
 GA0993  PID         -  GA0993
 GA0993  STATE/COUNTY-  TN/GREENE
 GA0993  USGS QUAD   -  CHUCKEY (1971)
 GA0993
 GA0993                         *CURRENT SURVEY CONTROL
 GA0993  ___________________________________________________________________
 GA0993* NAD 83(1986)-  36 12 12.     (N)    082 40 56.     (W)     SCALED    
 GA0993* NAVD 88     -       414.627  (meters)    1360.32   (feet)  ADJUSTED  
 GA0993  ___________________________________________________________________
 GA0993  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0993  DYNAMIC HT  -         414.230 (meters)    1359.02  (feet)  COMP
 GA0993  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 GA0993
 GA0993  VERT ORDER  -  SECOND    CLASS 0
 GA0993
 GA0993.The horizontal coordinates were scaled from a topographic map and have
 GA0993.an estimated accuracy of +/- 6 seconds.
 GA0993
 GA0993.The orthometric height was determined by differential leveling
 GA0993.and adjusted by the National Geodetic Survey in June 1991..
 GA0993
 GA0993.The geoid height was determined by GEOID03.
 GA0993
 GA0993.The dynamic height is computed by dividing the NAVD 88
 GA0993.geopotential number by the normal gravity value computed on the
 GA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0993.degrees latitude (g = 980.6199 gals.).
 GA0993
 GA0993.The modeled gravity was interpolated from observed gravity values.
 GA0993
 GA0993;                    North         East    Units  Estimated Accuracy
 GA0993;SPC TN       -   212,530.      898,310.      MT  (+/- 180 meters Scaled)
 GA0993
 GA0993                          SUPERSEDED SURVEY CONTROL
 GA0993
 GA0993  NGVD 29 (??/??/92)  414.757  (m)         1360.75   (f) ADJ UNCH    2 0
 GA0993
 GA0993.Superseded values are not recommended for survey control.
 GA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0993.See file dsdata.txt to determine how the superseded data were derived.
 GA0993
 GA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA487078(NAD 83)
 GA0993_MARKER: DB = BENCH MARK DISK
 GA0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0993_STAMPING: X 116 1935
 GA0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0993+STABILITY: SURFACE MOTION
 GA0993
 GA0993  HISTORY     - Date     Condition        Report By
 GA0993  HISTORY     - 1935     MONUMENTED       CGS
 GA0993
 GA0993                          STATION DESCRIPTION
 GA0993
 GA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0993'0.8 MI S FROM CHUCKEY.
 GA0993'0.8 MILE SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST OFFICE
 GA0993'AT CHUCKEY, GREENE COUNTY, 0.1 MILE SOUTH OF THE NOLICHUCKY RIVER
 GA0993'BRIDGE (EARNEST BRIDGE), AT THE TOP OF A HILL, 46 YARDS SOUTH OF
 GA0993'THE ENTRANCE TO A BRICK HOUSE, 30 FEET WEST OF THE CENTERLINE
 GA0993'OF THE ROAD, 21 FEET NORTH OF A LOT GATE, AND 1 FOOT HIGHER THAN
 GA0993'THE ROAD.  A STANDARD DISK, STAMPED X 116 1935 AND SET IN THE
 GA0993'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1033 ***********************************************************************
 FB1033  DESIGNATION -  X 117
 FB1033  PID         -  FB1033
 FB1033  STATE/COUNTY-  TN/GREENE
 FB1033  USGS QUAD   -  HOT SPRINGS (1991)
 FB1033
 FB1033                         *CURRENT SURVEY CONTROL
 FB1033  ___________________________________________________________________
 FB1033* NAD 83(1986)-  35 59 16.     (N)    082 49 02.     (W)     SCALED    
 FB1033* NAVD 88     -       646.614  (meters)    2121.43   (feet)  ADJUSTED  
 FB1033  ___________________________________________________________________
 FB1033  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1033  DYNAMIC HT  -         645.988 (meters)    2119.38  (feet)  COMP
 FB1033  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 FB1033
 FB1033  VERT ORDER  -  SECOND    CLASS 0
 FB1033
 FB1033.The horizontal coordinates were scaled from a topographic map and have
 FB1033.an estimated accuracy of +/- 6 seconds.
 FB1033
 FB1033.The orthometric height was determined by differential leveling
 FB1033.and adjusted by the National Geodetic Survey in June 1991..
 FB1033
 FB1033.The geoid height was determined by GEOID03.
 FB1033
 FB1033.The dynamic height is computed by dividing the NAVD 88
 FB1033.geopotential number by the normal gravity value computed on the
 FB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1033.degrees latitude (g = 980.6199 gals.).
 FB1033
 FB1033.The modeled gravity was interpolated from observed gravity values.
 FB1033
 FB1033;                    North         East    Units  Estimated Accuracy
 FB1033;SPC TN       -   188,230.      886,950.      MT  (+/- 180 meters Scaled)
 FB1033
 FB1033                          SUPERSEDED SURVEY CONTROL
 FB1033
 FB1033  NGVD 29 (??/??/92)  646.733  (m)         2121.82   (f) ADJ UNCH    2 0
 FB1033
 FB1033.Superseded values are not recommended for survey control.
 FB1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1033.See file dsdata.txt to determine how the superseded data were derived.
 FB1033
 FB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV361841(NAD 83)
 FB1033_MARKER: DB = BENCH MARK DISK
 FB1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1033_STAMPING: X 117 1935
 FB1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1033+STABILITY: SURFACE MOTION
 FB1033
 FB1033  HISTORY     - Date     Condition        Report By
 FB1033  HISTORY     - 1935     MONUMENTED       CGS
 FB1033  HISTORY     - 1955     GOOD             NGS
 FB1033
 FB1033                          STATION DESCRIPTION
 FB1033
 FB1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1033'1.9 MI W FROM TENN NC STATE LINE.
 FB1033'1.9 MILES WEST ALONG STATE HIGHWAY 70 FROM THE TENNESSEE-NORTH
 FB1033'CAROLINA STATE LINE, GREENE COUNTY, AT THE TOP OF A MOUNTAIN,
 FB1033'20 YARDS NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE OLD
 FB1033'HIGHWAY, 21 YARDS NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 70,
 FB1033'30 YARDS NORTHEAST OF A ROCK CUT SOUTHWEST OF THE HIGHWAY, AND IN
 FB1033'THE CENTER OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED X 117 1935
 FB1033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE
 FB1033'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1267 ***********************************************************************
 FB1267  DESIGNATION -  X 118
 FB1267  PID         -  FB1267
 FB1267  STATE/COUNTY-  TN/COCKE
 FB1267  USGS QUAD   -  NEWPORT (1992)
 FB1267
 FB1267                         *CURRENT SURVEY CONTROL
 FB1267  ___________________________________________________________________
 FB1267* NAD 83(1986)-  35 56 25.     (N)    083 12 38.     (W)     SCALED    
 FB1267* NAVD 88     -       390.719  (meters)    1281.88   (feet)  ADJUSTED  
 FB1267  ___________________________________________________________________
 FB1267  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1267  DYNAMIC HT  -         390.350 (meters)    1280.67  (feet)  COMP
 FB1267  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 FB1267
 FB1267  VERT ORDER  -  SECOND    CLASS 0
 FB1267
 FB1267.The horizontal coordinates were scaled from a topographic map and have
 FB1267.an estimated accuracy of +/- 6 seconds.
 FB1267
 FB1267.The orthometric height was determined by differential leveling
 FB1267.and adjusted by the National Geodetic Survey in June 1991..
 FB1267
 FB1267.The geoid height was determined by GEOID03.
 FB1267
 FB1267.The dynamic height is computed by dividing the NAVD 88
 FB1267.geopotential number by the normal gravity value computed on the
 FB1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1267.degrees latitude (g = 980.6199 gals.).
 FB1267
 FB1267.The modeled gravity was interpolated from observed gravity values.
 FB1267
 FB1267;                    North         East    Units  Estimated Accuracy
 FB1267;SPC TN       -   181,880.      851,650.      MT  (+/- 180 meters Scaled)
 FB1267
 FB1267                          SUPERSEDED SURVEY CONTROL
 FB1267
 FB1267  NGVD 29 (??/??/92)  390.893  (m)         1282.45   (f) ADJ UNCH    2 0
 FB1267
 FB1267.Superseded values are not recommended for survey control.
 FB1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1267.See file dsdata.txt to determine how the superseded data were derived.
 FB1267
 FB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV006795(NAD 83)
 FB1267_MARKER: DB = BENCH MARK DISK
 FB1267_SETTING: 66 = SET IN ROCK OUTCROP
 FB1267_SP_SET: BEDROCK
 FB1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1267+STABILITY: POSITION/ELEVATION WELL
 FB1267
 FB1267  HISTORY     - Date     Condition        Report By
 FB1267  HISTORY     - UNK      MONUMENTED       CGS
 FB1267  HISTORY     - 1961     GOOD             NGS
 FB1267
 FB1267                          STATION DESCRIPTION
 FB1267
 FB1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1267'2.2 MI S FROM NEWPORT.
 FB1267'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE HIGHWAY
 FB1267'32 IN THE WEST SECTION OF NEWPORT, GO 2.15 MILES SOUTH ON
 FB1267'STATE HIGHWAY 32 TO A SHARP CURVE.  THE BENCH MARK IS 0.2 MILE
 FB1267'SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING TO INMAN
 FB1267'CEMETARY, 85 FT. SOUTHEAST OF THE Y JUNCTION OF A GRAVELED ROAD
 FB1267'LEADING SOUTHWEST, AT THE WEST EDGE OF WOODS, 31 FT. EAST OF THE
 FB1267'CENTER LINE OF THE HIGHWAY, 10.3 FT. NORTH OF A WITNESS SIGN, AND
 FB1267'1 FT. WEST OF A FENCE.  THE BENCH MARK DISK IS CEMENTED IN A
 FB1267'DRILL HOLE IN OUTCROPPING BEDROCK AND IS ABOUT 6 FT. ABOVE THE
 FB1267'LEVEL OF THE ROAD.  NOTE-- MOST OF THE DISK FOR THIS MARK HAS BEEN
 FB1267'DESTROYED, BUT ALL OF THE SHANK AND A SMALL PORTION OF THE DISK
 FB1267'IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1369 ***********************************************************************
 FB1369  DESIGNATION -  X 119
 FB1369  PID         -  FB1369
 FB1369  STATE/COUNTY-  TN/SEVIER
 FB1369  USGS QUAD   -  SHADY GROVE (1980)
 FB1369
 FB1369                         *CURRENT SURVEY CONTROL
 FB1369  ___________________________________________________________________
 FB1369* NAD 83(1986)-  35 55 11.     (N)    083 24 37.     (W)     SCALED    
 FB1369* NAVD 88     -       326.03   (+/-2cm)    1069.7    (feet)  VERTCON   
 FB1369  ___________________________________________________________________
 FB1369  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1369
 FB1369  VERT ORDER  -  ? (See Below)
 FB1369
 FB1369.The horizontal coordinates were scaled from a topographic map and have
 FB1369.an estimated accuracy of +/- 6 seconds.
 FB1369
 FB1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1369.The vertical order pertains to the NGVD 29 superseded value.
 FB1369
 FB1369.The geoid height was determined by GEOID03.
 FB1369
 FB1369;                    North         East    Units  Estimated Accuracy
 FB1369;SPC TN       -   179,100.      833,700.      MT  (+/- 180 meters Scaled)
 FB1369
 FB1369                          SUPERSEDED SURVEY CONTROL
 FB1369
 FB1369  NGVD 29 (??/??/92)  326.181  (m)         1070.15   (f) ADJ UNCH    ?  
 FB1369
 FB1369.Superseded values are not recommended for survey control.
 FB1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1369.See file dsdata.txt to determine how the superseded data were derived.
 FB1369
 FB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV825777(NAD 83)
 FB1369_MARKER: DB = BENCH MARK DISK
 FB1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1369_STAMPING: X 119 1935
 FB1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1369+STABILITY: SURFACE MOTION
 FB1369
 FB1369  HISTORY     - Date     Condition        Report By
 FB1369  HISTORY     - 1935     MONUMENTED       CGS
 FB1369  HISTORY     - 1949     GOOD             NGS
 FB1369
 FB1369                          STATION DESCRIPTION
 FB1369
 FB1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1369'0.7 MI NE FROM FAIR GARDEN.
 FB1369'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM FAIR GARDEN,
 FB1369'SEVIER COUNTY, 1 MILE NORTH ALONG A ROAD, ON THE HON SIMS
 FB1369'PROPERTY, 170 FEET SOUTHWEST OF THE HOUSE, 58 FEET WEST OF A
 FB1369'BRIDGE OVER A DRAIN, 50 FEET NORTH OF THE TOE OF THE SLOPE OF A
 FB1369'STEEP HILL, 37.7 FEET EAST OF A FENCE CORNER, 25 FEET SOUTH OF
 FB1369'THE DRAIN, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET
 FB1369'SOUTH OF A FENCE LINE, 80-1/2 FEET WEST AND SOUTHWEST OF POWERLINE
 FB1369'POLE NO. 15, AND 1 FOOT WEST OF A METAL WITNESS SIGN.  A STANDARD
 FB1369'DISK, STAMPED X 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0992 ***********************************************************************
 FE0992  DESIGNATION -  X 12
 FE0992  PID         -  FE0992
 FE0992  STATE/COUNTY-  TN/FAYETTE
 FE0992  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0992
 FE0992                         *CURRENT SURVEY CONTROL
 FE0992  ___________________________________________________________________
 FE0992* NAD 83(1986)-  35 02 54.     (N)    089 12 16.     (W)     SCALED    
 FE0992* NAVD 88     -       176.978  (meters)     580.64   (feet)  ADJUSTED  
 FE0992  ___________________________________________________________________
 FE0992  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0992  DYNAMIC HT  -         176.811 (meters)     580.09  (feet)  COMP
 FE0992  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 FE0992
 FE0992  VERT ORDER  -  FIRST     CLASS II
 FE0992
 FE0992.The horizontal coordinates were scaled from a topographic map and have
 FE0992.an estimated accuracy of +/- 6 seconds.
 FE0992
 FE0992.The orthometric height was determined by differential leveling
 FE0992.and adjusted by the National Geodetic Survey in June 1991..
 FE0992
 FE0992.The geoid height was determined by GEOID03.
 FE0992
 FE0992.The dynamic height is computed by dividing the NAVD 88
 FE0992.geopotential number by the normal gravity value computed on the
 FE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0992.degrees latitude (g = 980.6199 gals.).
 FE0992
 FE0992.The modeled gravity was interpolated from observed gravity values.
 FE0992
 FE0992;                    North         East    Units  Estimated Accuracy
 FE0992;SPC TN       -    84,120.      307,680.      MT  (+/- 180 meters Scaled)
 FE0992
 FE0992                          SUPERSEDED SURVEY CONTROL
 FE0992
 FE0992  NGVD 29 (??/??/??)  176.916  (m)          580.43   (f) ADJUSTED    1 2
 FE0992
 FE0992.Superseded values are not recommended for survey control.
 FE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0992.See file dsdata.txt to determine how the superseded data were derived.
 FE0992
 FE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD989806(NAD 83)
 FE0992_MARKER: DB = BENCH MARK DISK
 FE0992_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FE0992+WITH SETTING: PAVEMENT
 FE0992_STAMPING: X 12 1934
 FE0992_MARK LOGO: CGS   
 FE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0992+STABILITY: SURFACE MOTION
 FE0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0992+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE0992
 FE0992  HISTORY     - Date     Condition        Report By
 FE0992  HISTORY     - 1934     MONUMENTED       CGS
 FE0992  HISTORY     - 1944     GOOD             CGS
 FE0992  HISTORY     - 1983     GOOD             NGS
 FE0992  HISTORY     - 20020923 GOOD             USACE
 FE0992
 FE0992                          STATION DESCRIPTION
 FE0992
 FE0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0992'1 MI W FROM GRAND JUNCTION.
 FE0992'IN FAYETTE COUNTY, 1.0 MILE WEST ALONG THE SOUTHERN RAILWAY FROM
 FE0992'THE STATION AT GRAND JUNCTION, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0992'5008 A, AND IN THE TOP OF THE CONCRETE BASE.  A STANDARD DISK,
 FE0992'STAMPED X 12 1934.
 FE0992
 FE0992                          STATION RECOVERY (1983)
 FE0992
 FE0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0992'RECOVERED IN GOOD CONDITION.  NOTE, SET IN TOP OF THE NORTHEAST CORNER
 FE0992'OF THE RAILROAD SIGNAL CONCRETE BASE.
 FE0992
 FE0992                          STATION RECOVERY (2002)
 FE0992
 FE0992'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0992'NEW SIGNAL HAS BEEN BUILT  5 FT S OF OLD SIGNAL. OLD BASE INTACT WITH
 FE0992'MONUMENT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1321 ***********************************************************************
 FB1321  DESIGNATION -  X 122
 FB1321  PID         -  FB1321
 FB1321  STATE/COUNTY-  TN/COCKE
 FB1321  USGS QUAD   -  WATERVILLE (1968)
 FB1321
 FB1321                         *CURRENT SURVEY CONTROL
 FB1321  ___________________________________________________________________
 FB1321* NAD 83(1986)-  35 52 14.     (N)    083 06 12.     (W)     SCALED    
 FB1321* NAVD 88     -       471.81   (+/-2cm)    1547.9    (feet)  VERTCON   
 FB1321  ___________________________________________________________________
 FB1321  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB1321
 FB1321  VERT ORDER  -  ? (See Below)
 FB1321
 FB1321.The horizontal coordinates were scaled from a topographic map and have
 FB1321.an estimated accuracy of +/- 6 seconds.
 FB1321
 FB1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1321.The vertical order pertains to the NGVD 29 superseded value.
 FB1321
 FB1321.The geoid height was determined by GEOID03.
 FB1321
 FB1321;                    North         East    Units  Estimated Accuracy
 FB1321;SPC TN       -   174,420.      861,550.      MT  (+/- 180 meters Scaled)
 FB1321
 FB1321                          SUPERSEDED SURVEY CONTROL
 FB1321
 FB1321  NGVD 29 (??/??/92)  471.948  (m)         1548.38   (f) ADJ UNCH    ?  
 FB1321
 FB1321.Superseded values are not recommended for survey control.
 FB1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1321.See file dsdata.txt to determine how the superseded data were derived.
 FB1321
 FB1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV101716(NAD 83)
 FB1321_MARKER: DB = BENCH MARK DISK
 FB1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1321_STAMPING: X 122 1935
 FB1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1321+STABILITY: SURFACE MOTION
 FB1321
 FB1321  HISTORY     - Date     Condition        Report By
 FB1321  HISTORY     - 1935     MONUMENTED       CGS
 FB1321  HISTORY     - 1949     GOOD             NGS
 FB1321
 FB1321                          STATION DESCRIPTION
 FB1321
 FB1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1321'8.7 MI SW FROM DEL RIO.
 FB1321'8.7 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM THE
 FB1321'JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO, COCKE
 FB1321'COUNTY, AT COGDILL CHAPEL, 3.3 FEET SOUTHEAST OF THE SOUTHWEST
 FB1321'CORNER OF THE CHURCH, 50 FEET NORTHWEST OF GULF FORK BIG CREEK,
 FB1321'50 FEET NORTHWEST OF TENTH ROAD, AND 33.4 FEET WEST OF A FENCE
 FB1321'CORNER.  A STANDARD DISK, STAMPED X 122 1935 AND SET IN THE
 FB1321'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0946 ***********************************************************************
 FB0946  DESIGNATION -  X 125
 FB0946  PID         -  FB0946
 FB0946  STATE/COUNTY-  TN/COCKE
 FB0946  USGS QUAD   -  LEMON GAP (1976)
 FB0946
 FB0946                         *CURRENT SURVEY CONTROL
 FB0946  ___________________________________________________________________
 FB0946* NAD 83(1986)-  35 49 53.     (N)    082 56 44.     (W)     SCALED    
 FB0946* NAVD 88     -      1005.34   (+/-2cm)    3298.4    (feet)  VERTCON   
 FB0946  ___________________________________________________________________
 FB0946  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB0946
 FB0946  VERT ORDER  -  ? (See Below)
 FB0946
 FB0946.The horizontal coordinates were scaled from a topographic map and have
 FB0946.an estimated accuracy of +/- 6 seconds.
 FB0946
 FB0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0946.The vertical order pertains to the NGVD 29 superseded value.
 FB0946
 FB0946.The geoid height was determined by GEOID03.
 FB0946
 FB0946;                    North         East    Units  Estimated Accuracy
 FB0946;SPC TN       -   170,510.      875,930.      MT  (+/- 180 meters Scaled)
 FB0946
 FB0946                          SUPERSEDED SURVEY CONTROL
 FB0946
 FB0946  NGVD 29 (??/??/92) 1005.417  (m)         3298.61   (f) ADJ UNCH    ?  
 FB0946
 FB0946.Superseded values are not recommended for survey control.
 FB0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0946.See file dsdata.txt to determine how the superseded data were derived.
 FB0946
 FB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV242669(NAD 83)
 FB0946_MARKER: DB = BENCH MARK DISK
 FB0946_SETTING: 66 = SET IN ROCK OUTCROP
 FB0946_SP_SET: ROCK OUTCROP
 FB0946_STAMPING: X 125 1935
 FB0946_MARK LOGO: CGS   
 FB0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0946+STABILITY: POSITION/ELEVATION WELL
 FB0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0946+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 FB0946
 FB0946  HISTORY     - Date     Condition        Report By
 FB0946  HISTORY     - 1935     MONUMENTED       CGS
 FB0946  HISTORY     - 1955     GOOD             NGS
 FB0946  HISTORY     - 19971211 GOOD             NCGS
 FB0946  HISTORY     - 20040810 GOOD             NCGS
 FB0946
 FB0946                          STATION DESCRIPTION
 FB0946
 FB0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0946'2.8 MI SE FROM DEL RIO.
 FB0946'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB0946'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE 2.9
 FB0946'MILES SOUTHEAST ALONG THE JONESTOWN ROAD, AND THENCE 7.1 MILES
 FB0946'SOUTHEAST ALONG THE ROUND MOUNTAIN ROAD, ON THE PROPERTY OF
 FB0946'PISGAH NATIONAL PARK, 90 FEET SOUTHWEST OF THE CROSSING OF A
 FB0946'DRAIN, 44.7 FEET WEST OF A 16-INCH POPLAR TREE, 41 FEET NORTHEAST
 FB0946'OF AN 11-INCH APPLE TREE, 25 FEET WEST OF THE ROAD, 14 FEET
 FB0946'WEST OF A WIRE FENCE, IN THE NORTHEAST CORNER OF AN APPLE
 FB0946'ORCHARD, OPPOSITE TWO 16-INCH POPLAR TREES, AND IN THE TOP OF
 FB0946'A ROCK OUTCROP.  A STANDARD DISK, STAMPED X 125 1935.
 FB0946
 FB0946                          STATION RECOVERY (1997)
 FB0946
 FB0946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FB0946'RECOVERED AS DESCRIBED.
 FB0946
 FB0946                          STATION RECOVERY (2004)
 FB0946
 FB0946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (PAC)
 FB0946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1195 ***********************************************************************
 FB1195  DESIGNATION -  X 127
 FB1195  PID         -  FB1195
 FB1195  STATE/COUNTY-  TN/COCKE
 FB1195  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1195
 FB1195                         *CURRENT SURVEY CONTROL
 FB1195  ___________________________________________________________________
 FB1195* NAD 83(1986)-  35 55 52.     (N)    083 02 42.     (W)     SCALED    
 FB1195* NAVD 88     -       344.173  (meters)    1129.17   (feet)  ADJUSTED  
 FB1195  ___________________________________________________________________
 FB1195  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1195  DYNAMIC HT  -         343.842 (meters)    1128.09  (feet)  COMP
 FB1195  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 FB1195
 FB1195  VERT ORDER  -  FIRST     CLASS II
 FB1195
 FB1195.The horizontal coordinates were scaled from a topographic map and have
 FB1195.an estimated accuracy of +/- 6 seconds.
 FB1195
 FB1195.The orthometric height was determined by differential leveling
 FB1195.and adjusted by the National Geodetic Survey in June 1991..
 FB1195
 FB1195.The geoid height was determined by GEOID03.
 FB1195
 FB1195.The dynamic height is computed by dividing the NAVD 88
 FB1195.geopotential number by the normal gravity value computed on the
 FB1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1195.degrees latitude (g = 980.6199 gals.).
 FB1195
 FB1195.The modeled gravity was interpolated from observed gravity values.
 FB1195
 FB1195;                    North         East    Units  Estimated Accuracy
 FB1195;SPC TN       -   181,300.      866,610.      MT  (+/- 180 meters Scaled)
 FB1195
 FB1195                          SUPERSEDED SURVEY CONTROL
 FB1195
 FB1195  NGVD 29 (??/??/92)  344.315  (m)         1129.64   (f) ADJ UNCH    1 2
 FB1195
 FB1195.Superseded values are not recommended for survey control.
 FB1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1195.See file dsdata.txt to determine how the superseded data were derived.
 FB1195
 FB1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV155782(NAD 83)
 FB1195_MARKER: DB = BENCH MARK DISK
 FB1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1195_STAMPING: X 127 1935
 FB1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1195+STABILITY: SURFACE MOTION
 FB1195
 FB1195  HISTORY     - Date     Condition        Report By
 FB1195  HISTORY     - 1935     MONUMENTED       CGS
 FB1195  HISTORY     - 1936     GOOD             NGS
 FB1195  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1195
 FB1195                          STATION DESCRIPTION
 FB1195
 FB1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1195'1.8 MI W FROM DEL RIO.
 FB1195'1.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1195'DEL RIO, COCKE COUNTY, 5 RAILS NORTH OF MILEPOST 197, 2 YARDS
 FB1195'SOUTH OF THE CENTERLINE OF A LANE, 6 YARDS EAST OF THE EAST
 FB1195'RAIL, AND 1/2 FOOT LOWER THAN THE TOP OF THE RAIL, 38-1/2 FEET
 FB1195'EAST-NORTHEAST OF POWERLINE POLE COVERED WITH 0.4 FEET OF DIRT.
 FB1195'A STANDARD DISK, STAMPED X 127 1935 AND SET IN THE TOP OF A
 FB1195'CONCRETE POST.
 FB1195
 FB1195                          STATION RECOVERY (1967)
 FB1195
 FB1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0787 ***********************************************************************
 GD0787  DESIGNATION -  X 13
 GD0787  PID         -  GD0787
 GD0787  STATE/COUNTY-  TN/OBION
 GD0787  USGS QUAD   -  UNION CITY (1980)
 GD0787
 GD0787                         *CURRENT SURVEY CONTROL
 GD0787  ___________________________________________________________________
 GD0787* NAD 83(1986)-  36 25 27.     (N)    089 03 20.     (W)     SCALED    
 GD0787* NAVD 88     -       102.220  (meters)     335.37   (feet)  ADJUSTED  
 GD0787  ___________________________________________________________________
 GD0787  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0787  DYNAMIC HT  -         102.139 (meters)     335.10  (feet)  COMP
 GD0787  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GD0787
 GD0787  VERT ORDER  -  SECOND    CLASS 0
 GD0787
 GD0787.The horizontal coordinates were scaled from a topographic map and have
 GD0787.an estimated accuracy of +/- 6 seconds.
 GD0787
 GD0787.The orthometric height was determined by differential leveling
 GD0787.and adjusted by the National Geodetic Survey in June 1991..
 GD0787
 GD0787.The geoid height was determined by GEOID03.
 GD0787
 GD0787.The dynamic height is computed by dividing the NAVD 88
 GD0787.geopotential number by the normal gravity value computed on the
 GD0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0787.degrees latitude (g = 980.6199 gals.).
 GD0787
 GD0787.The modeled gravity was interpolated from observed gravity values.
 GD0787
 GD0787;                    North         East    Units  Estimated Accuracy
 GD0787;SPC TN       -   236,260.      326,030.      MT  (+/- 180 meters Scaled)
 GD0787
 GD0787                          SUPERSEDED SURVEY CONTROL
 GD0787
 GD0787  NGVD 29 (??/??/??)  102.217  (m)          335.36   (f) ADJUSTED    2 0
 GD0787
 GD0787.Superseded values are not recommended for survey control.
 GD0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0787.See file dsdata.txt to determine how the superseded data were derived.
 GD0787
 GD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF157329(NAD 83)
 GD0787_MARKER: DB = BENCH MARK DISK
 GD0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0787_STAMPING: X 13 1935
 GD0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0787+STABILITY: SURFACE MOTION
 GD0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0787+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 GD0787
 GD0787  HISTORY     - Date     Condition        Report By
 GD0787  HISTORY     - 1935     MONUMENTED       CGS
 GD0787  HISTORY     - 1967     GOOD             CGS
 GD0787  HISTORY     - 20020418 MARK NOT FOUND   USACE
 GD0787  HISTORY     - 20060706 GOOD             USACE
 GD0787
 GD0787                          STATION DESCRIPTION
 GD0787
 GD0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0787'AT UNION CITY.
 GD0787'AT UNION CITY, OBION COUNTY, AT THE SOUTHEAST CORNER OF THE
 GD0787'INTERSECTION OF DEPOT AND EAST CHURCH STREETS, 24 FEET SOUTH
 GD0787'OF THE SOUTH CURB OF CHURCH STREET, 24 FEET EAST OF THE EAST
 GD0787'CURB OF DEPOT CHURCH, AND AT THE NORTHWEST CORNER OF A PARK.
 GD0787'A STANDARD DISK, STAMPED X 13 1935 AND SET IN THE TOP OF A
 GD0787'CONCRETE POST.
 GD0787
 GD0787                          STATION RECOVERY (1967)
 GD0787
 GD0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0787'RECOVERED IN GOOD CONDITION.
 GD0787
 GD0787                          STATION RECOVERY (2002)
 GD0787
 GD0787'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0787'MARK NOT FOUND.
 GD0787
 GD0787                          STATION RECOVERY (2006)
 GD0787
 GD0787'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (JMH)
 GD0787'MARK NOT SUITABLE FOR GPS OCCUPATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0030 ***********************************************************************
 FC0030  DESIGNATION -  X 130
 FC0030  PID         -  FC0030
 FC0030  STATE/COUNTY-  TN/LOUDON
 FC0030  USGS QUAD   -  PHILADELPHIA (1974)
 FC0030
 FC0030                         *CURRENT SURVEY CONTROL
 FC0030  ___________________________________________________________________
 FC0030* NAD 83(1986)-  35 40 42.     (N)    084 24 17.     (W)     SCALED    
 FC0030* NAVD 88     -       262.907  (meters)     862.55   (feet)  ADJUSTED  
 FC0030  ___________________________________________________________________
 FC0030  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0030  DYNAMIC HT  -         262.655 (meters)     861.73  (feet)  COMP
 FC0030  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FC0030
 FC0030  VERT ORDER  -  FIRST     CLASS I
 FC0030
 FC0030.The horizontal coordinates were scaled from a topographic map and have
 FC0030.an estimated accuracy of +/- 6 seconds.
 FC0030
 FC0030.The orthometric height was determined by differential leveling
 FC0030.and adjusted by the National Geodetic Survey in June 1991..
 FC0030
 FC0030.The geoid height was determined by GEOID03.
 FC0030
 FC0030.The dynamic height is computed by dividing the NAVD 88
 FC0030.geopotential number by the normal gravity value computed on the
 FC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0030.degrees latitude (g = 980.6199 gals.).
 FC0030
 FC0030.The modeled gravity was interpolated from observed gravity values.
 FC0030
 FC0030;                    North         East    Units  Estimated Accuracy
 FC0030;SPC TN       -   150,400.      744,410.      MT  (+/- 180 meters Scaled)
 FC0030
 FC0030                          SUPERSEDED SURVEY CONTROL
 FC0030
 FC0030  NGVD 29 (??/??/92)  262.988  (m)          862.82   (f) ADJ UNCH    1 1
 FC0030
 FC0030.Superseded values are not recommended for survey control.
 FC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0030.See file dsdata.txt to determine how the superseded data were derived.
 FC0030
 FC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348513(NAD 83)
 FC0030_MARKER: DB = BENCH MARK DISK
 FC0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0030_STAMPING: X 130 1936
 FC0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0030+STABILITY: SURFACE MOTION
 FC0030
 FC0030  HISTORY     - Date     Condition        Report By
 FC0030  HISTORY     - 1936     MONUMENTED       CGS
 FC0030  HISTORY     - 1968     GOOD             NGS
 FC0030
 FC0030                          STATION DESCRIPTION
 FC0030
 FC0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0030'AT PHILADELPHIA.
 FC0030'AT PHILADELPHIA, ABOUT 80 YARDS SOUTH OF AND ACROSS THE SOUTHERN
 FC0030'RAILWAY FROM THE SOUTH CORNER OF THE FIRST BAPTIST CHURCH, 46
 FC0030'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A BLACKTOP STREET
 FC0030'THAT PARALLELS THE TRACK AND A DRIVE UNDER THE GARAGE TO A BRICK
 FC0030'HOUSE SOUTHEAST OF THE ROAD AND THE TRACK, 31.3 FEET SOUTHEAST
 FC0030'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 8 FEET SOUTH OF THE
 FC0030'SOUTHWEST END OF THE TOP ONE OF THREE STONE STEPS LEADING DOWN
 FC0030'TO THE TRACK, 3 FEET NORTHEAST OF THE EXTENDED LINE OF THE
 FC0030'NORTHEAST FACE OF THE GARAGE FOR THE HOUSE, ABOUT LEVEL WITH THE
 FC0030'ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP
 FC0030'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2274 ***********************************************************************
 GA2274  DESIGNATION -  X 131
 GA2274  PID         -  GA2274
 GA2274  STATE/COUNTY-  TN/ANDERSON
 GA2274  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2274
 GA2274                         *CURRENT SURVEY CONTROL
 GA2274  ___________________________________________________________________
 GA2274* NAD 83(1986)-  36 14 10.     (N)    083 59 16.     (W)     SCALED    
 GA2274* NAVD 88     -       329.596  (meters)    1081.35   (feet)  ADJUSTED  
 GA2274  ___________________________________________________________________
 GA2274  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2274  DYNAMIC HT  -         329.298 (meters)    1080.37  (feet)  COMP
 GA2274  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA2274
 GA2274  VERT ORDER  -  SECOND    CLASS 0
 GA2274
 GA2274.The horizontal coordinates were scaled from a topographic map and have
 GA2274.an estimated accuracy of +/- 6 seconds.
 GA2274
 GA2274.The orthometric height was determined by differential leveling
 GA2274.and adjusted by the National Geodetic Survey in June 1991..
 GA2274
 GA2274.The geoid height was determined by GEOID03.
 GA2274
 GA2274.The dynamic height is computed by dividing the NAVD 88
 GA2274.geopotential number by the normal gravity value computed on the
 GA2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2274.degrees latitude (g = 980.6199 gals.).
 GA2274
 GA2274.The modeled gravity was interpolated from observed gravity values.
 GA2274
 GA2274;                    North         East    Units  Estimated Accuracy
 GA2274;SPC TN       -   212,970.      780,870.      MT  (+/- 180 meters Scaled)
 GA2274
 GA2274                          SUPERSEDED SURVEY CONTROL
 GA2274
 GA2274  NGVD 29 (??/??/92)  329.716  (m)         1081.74   (f) ADJ UNCH    2 0
 GA2274
 GA2274.Superseded values are not recommended for survey control.
 GA2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2274.See file dsdata.txt to determine how the superseded data were derived.
 GA2274
 GA2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA314142(NAD 83)
 GA2274_MARKER: DB = BENCH MARK DISK
 GA2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2274_STAMPING: X 131 1936
 GA2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2274+STABILITY: SURFACE MOTION
 GA2274
 GA2274  HISTORY     - Date     Condition        Report By
 GA2274  HISTORY     - 1936     MONUMENTED       CGS
 GA2274  HISTORY     - 1949     GOOD             NGS
 GA2274
 GA2274                          STATION DESCRIPTION
 GA2274
 GA2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2274'3.6 MI NE FROM ANDERSONVILLE.
 GA2274'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GA2274'AT ANDERSONVILLE, ANDERSON COUNTY, 0.3 MILE SOUTHEAST OF THE
 GA2274'1020-FOOT NORRIS RESERVOIR CONTOUR CROSSING, 87 FEET NORTH OF
 GA2274'THE CENTER OF A DRIVE, 20 FEET NORTHWEST OF THE CENTERLINE OF
 GA2274'THE HIGHWAY, 3.2 FEET NORTHWEST OF THE ANDERSON-UNION COUNTY-LINE
 GA2274'SIGN, 27.3 FEET SOUTHWEST OF AN 18-INCH CEDAR TREE, 3.5 FEET
 GA2274'SOUTHEAST OF AN 8-INCH RED OAK TREE, ON THE EDGE OF THE DITCH,
 GA2274'AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD
 GA2274'DISK, STAMPED X 131 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0845 ***********************************************************************
 GD0845  DESIGNATION -  X 133
 GD0845  PID         -  GD0845
 GD0845  STATE/COUNTY-  TN/LAKE
 GD0845  USGS QUAD   -  MOORING (1983)
 GD0845
 GD0845                         *CURRENT SURVEY CONTROL
 GD0845  ___________________________________________________________________
 GD0845* NAD 83(1986)-  36 19 24.     (N)    089 30 57.     (W)     SCALED    
 GD0845* NAVD 88     -        86.255  (meters)     282.99   (feet)  ADJUSTED  
 GD0845  ___________________________________________________________________
 GD0845  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0845  DYNAMIC HT  -          86.185 (meters)     282.76  (feet)  COMP
 GD0845  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 GD0845
 GD0845  VERT ORDER  -  FIRST     CLASS II
 GD0845
 GD0845.The horizontal coordinates were scaled from a topographic map and have
 GD0845.an estimated accuracy of +/- 6 seconds.
 GD0845
 GD0845.The orthometric height was determined by differential leveling
 GD0845.and adjusted by the National Geodetic Survey in June 1991..
 GD0845
 GD0845.The geoid height was determined by GEOID03.
 GD0845
 GD0845.The dynamic height is computed by dividing the NAVD 88
 GD0845.geopotential number by the normal gravity value computed on the
 GD0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0845.degrees latitude (g = 980.6199 gals.).
 GD0845
 GD0845.The modeled gravity was interpolated from observed gravity values.
 GD0845
 GD0845;                    North         East    Units  Estimated Accuracy
 GD0845;SPC TN       -   226,460.      284,370.      MT  (+/- 180 meters Scaled)
 GD0845
 GD0845                          SUPERSEDED SURVEY CONTROL
 GD0845
 GD0845  NGVD 29 (??/??/??)   86.176  (m)          282.73   (f) ADJUSTED    1 2
 GD0845
 GD0845.Superseded values are not recommended for survey control.
 GD0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0845.See file dsdata.txt to determine how the superseded data were derived.
 GD0845
 GD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF741227(NAD 83)
 GD0845_MARKER: DB = BENCH MARK DISK
 GD0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0845_STAMPING: X 133 1957
 GD0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0845+STABILITY: SURFACE MOTION
 GD0845
 GD0845  HISTORY     - Date     Condition        Report By
 GD0845  HISTORY     - 1957     MONUMENTED       CGS
 GD0845  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD0845
 GD0845                          STATION DESCRIPTION
 GD0845
 GD0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0845'0.9 MI N FROM MOORING.
 GD0845'0.9 MILE NORTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT MOORING,
 GD0845'ABOUT 0.1 MILE SOUTH OF JUNCTION OF A BLACK TOP ROAD EAST,
 GD0845'NEAR THE SOUTHWEST CORNER OF A YARD, 27 FEET EAST OF CENTER
 GD0845'LINE OF ROAD, 77 FEET SOUTHWEST OF SOUTHWEST CORNER OF A FRAME
 GD0845'HOUSE, 33 FEET NORTH OF A LONG 60-INCH ELM TREE, 34 FEET
 GD0845'SOUTH OF CENTER LINE OF A GRAVEL DRIVE EAST TO HOUSE, 2 FEET
 GD0845'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF AN EAST-WEST WHITE
 GD0845'BOARD FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT
 GD0845'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0845'2 INCHES.
 GD0845
 GD0845                          STATION RECOVERY (2002)
 GD0845
 GD0845'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0845'SUSPECTED DESTROYED AND NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0937 ***********************************************************************
 FE0937  DESIGNATION -  X 134
 FE0937  PID         -  FE0937
 FE0937  STATE/COUNTY-  TN/LAUDERDALE
 FE0937  USGS QUAD   -  GATES (1983)
 FE0937
 FE0937                         *CURRENT SURVEY CONTROL
 FE0937  ___________________________________________________________________
 FE0937* NAD 83(1986)-  35 49 54.     (N)    089 24 54.     (W)     SCALED    
 FE0937* NAVD 88     -        96.691  (meters)     317.23   (feet)  ADJUSTED  
 FE0937  ___________________________________________________________________
 FE0937  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE0937  DYNAMIC HT  -          96.608 (meters)     316.95  (feet)  COMP
 FE0937  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 FE0937
 FE0937  VERT ORDER  -  FIRST     CLASS I
 FE0937
 FE0937.The horizontal coordinates were scaled from a topographic map and have
 FE0937.an estimated accuracy of +/- 6 seconds.
 FE0937
 FE0937.The orthometric height was determined by differential leveling
 FE0937.and adjusted by the National Geodetic Survey in June 1991..
 FE0937
 FE0937.The geoid height was determined by GEOID03.
 FE0937
 FE0937.The dynamic height is computed by dividing the NAVD 88
 FE0937.geopotential number by the normal gravity value computed on the
 FE0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0937.degrees latitude (g = 980.6199 gals.).
 FE0937
 FE0937.The modeled gravity was interpolated from observed gravity values.
 FE0937
 FE0937;                    North         East    Units  Estimated Accuracy
 FE0937;SPC TN       -   171,620.      291,520.      MT  (+/- 180 meters Scaled)
 FE0937
 FE0937                          SUPERSEDED SURVEY CONTROL
 FE0937
 FE0937  NGVD 29 (??/??/??)   96.638  (m)          317.05   (f) ADJUSTED    1 1
 FE0937
 FE0937.Superseded values are not recommended for survey control.
 FE0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0937.See file dsdata.txt to determine how the superseded data were derived.
 FE0937
 FE0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE818679(NAD 83)
 FE0937_MARKER: DB = BENCH MARK DISK
 FE0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0937_STAMPING: X 134 1957
 FE0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0937+STABILITY: SURFACE MOTION
 FE0937
 FE0937  HISTORY     - Date     Condition        Report By
 FE0937  HISTORY     - 1957     MONUMENTED       CGS
 FE0937  HISTORY     - 1974     GOOD             NGS
 FE0937  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0937
 FE0937                          STATION DESCRIPTION
 FE0937
 FE0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0937'0.7 MI SW FROM GATES.
 FE0937'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE0937'OF STATE HIGHWAY 88 AT GATES, 60 YARDS NORTH OF THE CENTER OF
 FE0937'THE JUNCTION OF THE HIGHWAY AND A GRAVEL ROAD LEADING SOUTH
 FE0937'ACROSS RAILROAD, 100 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE0937'HIGHWAY, 63 FEET NORTHEAST OF POWER POLE 186, 163 FEET SOUTH OF
 FE0937'THE SOUTH CORNER OF A LARGE FRAME BUILDING WITH IMITATION BRICK
 FE0937'SIDING (BAR), 163 FEET SOUTHWEST OF A STEEL POST SUPPORTING A
 FE0937'BUDWEISER SIGN, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET
 FE0937'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FE0937'PROJECTING 2-INCHES.  NOTE-- AREA VERY SOGGY AND SWAMPY.  MAY
 FE0937'HAVE SOME MOVEMENT.
 FE0937
 FE0937                          STATION RECOVERY (2002)
 FE0937
 FE0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0937'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0394 ***********************************************************************
 GD0394  DESIGNATION -  X 14
 GD0394  PID         -  GD0394
 GD0394  STATE/COUNTY-  TN/GIBSON
 GD0394  USGS QUAD   -  RUTHERFORD (1985)
 GD0394
 GD0394                         *CURRENT SURVEY CONTROL
 GD0394  ___________________________________________________________________
 GD0394* NAD 83(1986)-  36 07 40.     (N)    088 59 03.     (W)     SCALED    
 GD0394* NAVD 88     -        97.547  (meters)     320.04   (feet)  ADJUSTED  
 GD0394  ___________________________________________________________________
 GD0394  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0394  DYNAMIC HT  -          97.466 (meters)     319.77  (feet)  COMP
 GD0394  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GD0394
 GD0394  VERT ORDER  -  SECOND    CLASS 0
 GD0394
 GD0394.The horizontal coordinates were scaled from a topographic map and have
 GD0394.an estimated accuracy of +/- 6 seconds.
 GD0394
 GD0394.The orthometric height was determined by differential leveling
 GD0394.and adjusted by the National Geodetic Survey in June 1991..
 GD0394
 GD0394.The geoid height was determined by GEOID03.
 GD0394
 GD0394.The dynamic height is computed by dividing the NAVD 88
 GD0394.geopotential number by the normal gravity value computed on the
 GD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0394.degrees latitude (g = 980.6199 gals.).
 GD0394
 GD0394.The modeled gravity was interpolated from observed gravity values.
 GD0394
 GD0394;                    North         East    Units  Estimated Accuracy
 GD0394;SPC TN       -   203,190.      331,420.      MT  (+/- 180 meters Scaled)
 GD0394
 GD0394                          SUPERSEDED SURVEY CONTROL
 GD0394
 GD0394  NGVD 29 (??/??/??)   97.569  (m)          320.11   (f) ADJUSTED    2 0
 GD0394
 GD0394.Superseded values are not recommended for survey control.
 GD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0394.See file dsdata.txt to determine how the superseded data were derived.
 GD0394
 GD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE214999(NAD 83)
 GD0394_MARKER: DB = BENCH MARK DISK
 GD0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0394_STAMPING: X 14 1935
 GD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0394+STABILITY: SURFACE MOTION
 GD0394
 GD0394  HISTORY     - Date     Condition        Report By
 GD0394  HISTORY     - 1935     MONUMENTED       CGS
 GD0394  HISTORY     - 1956     MARK NOT FOUND   CGS
 GD0394  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0394
 GD0394                          STATION DESCRIPTION
 GD0394
 GD0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GD0394'AT RUTHERFORD.
 GD0394'AT RUTHERFORD, GIBSON COUNTY, 16 YARDS SOUTH OF THE MOBILE AND
 GD0394'OHIO RAILROAD STATION, 25 YARDS NORTH OF THE CENTER OF THE
 GD0394'CROSSING OF THE MAIN STREET, AND 9 YARDS EAST OF THE CENTERLINE
 GD0394'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED X 14 1935 AND SET
 GD0394'IN THE TOP OF A CONCRETE POST.  NOTE-- THE SITE ONCE OCCUPIED BY
 GD0394'THIS MARK IS NOW USED AT A STORAGE LOT FOR FARM MACHINERY, AND
 GD0394'SHOWS EVIDENCE OF HAVING BEEN GRADED LEVEL.
 GD0394
 GD0394                          STATION RECOVERY (1967)
 GD0394
 GD0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0487 ***********************************************************************
 FC0487  DESIGNATION -  X 15
 FC0487  PID         -  FC0487
 FC0487  STATE/COUNTY-  TN/MCMINN
 FC0487  USGS QUAD   -  ATHENS (1990)
 FC0487
 FC0487                         *CURRENT SURVEY CONTROL
 FC0487  ___________________________________________________________________
 FC0487* NAD 83(1986)-  35 23 50.     (N)    084 30 39.     (W)     SCALED    
 FC0487* NAVD 88     -       257.973  (meters)     846.37   (feet)  ADJUSTED  
 FC0487  ___________________________________________________________________
 FC0487  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0487  DYNAMIC HT  -         257.724 (meters)     845.55  (feet)  COMP
 FC0487  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 FC0487
 FC0487  VERT ORDER  -  SECOND    CLASS 0
 FC0487
 FC0487.The horizontal coordinates were scaled from a topographic map and have
 FC0487.an estimated accuracy of +/- 6 seconds.
 FC0487
 FC0487.The orthometric height was determined by differential leveling
 FC0487.and adjusted by the National Geodetic Survey in June 1991..
 FC0487
 FC0487.The geoid height was determined by GEOID03.
 FC0487
 FC0487.The dynamic height is computed by dividing the NAVD 88
 FC0487.geopotential number by the normal gravity value computed on the
 FC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0487.degrees latitude (g = 980.6199 gals.).
 FC0487
 FC0487.The modeled gravity was interpolated from observed gravity values.
 FC0487
 FC0487;                    North         East    Units  Estimated Accuracy
 FC0487;SPC TN       -   119,070.      735,280.      MT  (+/- 180 meters Scaled)
 FC0487
 FC0487                          SUPERSEDED SURVEY CONTROL
 FC0487
 FC0487  NGVD 29 (??/??/92)  258.052  (m)          846.63   (f) ADJ UNCH    2 0
 FC0487
 FC0487.Superseded values are not recommended for survey control.
 FC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0487.See file dsdata.txt to determine how the superseded data were derived.
 FC0487
 FC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE260199(NAD 83)
 FC0487_MARKER: DB = BENCH MARK DISK
 FC0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0487_STAMPING: X 15 1933
 FC0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0487+STABILITY: SURFACE MOTION
 FC0487
 FC0487  HISTORY     - Date     Condition        Report By
 FC0487  HISTORY     - 1933     MONUMENTED       CGS
 FC0487  HISTORY     - 1949     GOOD             NGS
 FC0487
 FC0487                          STATION DESCRIPTION
 FC0487
 FC0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0487'2.5 MI S FROM ENGLEWOOD.
 FC0487'2.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0487'ENGLEWOOD, MC MINN COUNTY, 300 FEET NORTH OF MILEPOST L 329,
 FC0487'100 FEET SOUTH OF THE SOUTH END OF A CUT, BETWEEN TWO CULVERTS
 FC0487'40 FEET APART, 55 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 FC0487'44 FEET EAST OF THE EAST RAIL, 38 FEET SOUTH OF THE CENTERLINE
 FC0487'OF THE ROAD, AND 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 FC0487'FENCE.  A STANDARD DISK, STAMPED X 15 1933 AND SET IN THE TOP
 FC0487'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0931 ***********************************************************************
 GD0931  DESIGNATION -  X 152
 GD0931  PID         -  GD0931
 GD0931  STATE/COUNTY-  TN/DYER
 GD0931  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0931
 GD0931                         *CURRENT SURVEY CONTROL
 GD0931  ___________________________________________________________________
 GD0931* NAD 83(1986)-  36 00 35.     (N)    089 34 48.     (W)     SCALED    
 GD0931* NAVD 88     -        80.623  (meters)     264.51   (feet)  ADJUSTED  
 GD0931  ___________________________________________________________________
 GD0931  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0931  DYNAMIC HT  -          80.556 (meters)     264.29  (feet)  COMP
 GD0931  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 GD0931
 GD0931  VERT ORDER  -  SECOND    CLASS 0
 GD0931
 GD0931.The horizontal coordinates were scaled from a topographic map and have
 GD0931.an estimated accuracy of +/- 6 seconds.
 GD0931
 GD0931.The orthometric height was determined by differential leveling
 GD0931.and adjusted by the National Geodetic Survey in June 1991..
 GD0931
 GD0931.The geoid height was determined by GEOID03.
 GD0931
 GD0931.The dynamic height is computed by dividing the NAVD 88
 GD0931.geopotential number by the normal gravity value computed on the
 GD0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0931.degrees latitude (g = 980.6199 gals.).
 GD0931
 GD0931.The modeled gravity was interpolated from observed gravity values.
 GD0931
 GD0931;                    North         East    Units  Estimated Accuracy
 GD0931;SPC TN       -   191,900.      277,340.      MT  (+/- 180 meters Scaled)
 GD0931
 GD0931                          SUPERSEDED SURVEY CONTROL
 GD0931
 GD0931  NGVD 29 (??/??/??)   80.563  (m)          264.31   (f) ADJUSTED    2 0
 GD0931
 GD0931.Superseded values are not recommended for survey control.
 GD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0931.See file dsdata.txt to determine how the superseded data were derived.
 GD0931
 GD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE674881(NAD 83)
 GD0931_MARKER: DB = BENCH MARK DISK
 GD0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0931_SP_SET: OAK TREE
 GD0931_STAMPING: X 152 1943
 GD0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0931
 GD0931  HISTORY     - Date     Condition        Report By
 GD0931  HISTORY     - 1943     MONUMENTED       CGS
 GD0931  HISTORY     - 20020419 POOR             USACE
 GD0931
 GD0931                          STATION DESCRIPTION
 GD0931
 GD0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0931'7.6 MI SW FROM FINLEY.
 GD0931'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0931'FINLEY, THENCE 6.6 MILES SOUTHWEST ALONG A PAVED ROAD, 45 FEET
 GD0931'SOUTH OF THE CENTERLINE OF THE ROAD, 44 FEET NORTHEAST OF THE
 GD0931'NORTHEAST CORNER OF AN ELEVATED FRAME HOUSE, 9 FEET SOUTH OF THE
 GD0931'RIGHT-OF-WAY FENCE, IN THE NORTH SIDE OF THE TRUNK OF A 12-INCH
 GD0931'OAK TREE, ABOUT 4 FEET HIGHER THAN THE ROAD, AND 5.5 FEET ABOVE
 GD0931'THE GROUND.  A STANDARD DISK, STAMPED X 152 1943 AND SET
 GD0931'VERTICALLY.
 GD0931
 GD0931                          STATION RECOVERY (2002)
 GD0931
 GD0931'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0931'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0452 ***********************************************************************
 FE0452  DESIGNATION -  X 154
 FE0452  PID         -  FE0452
 FE0452  STATE/COUNTY-  TN/HARDEMAN
 FE0452  USGS QUAD   -  MIDDLETON (1980)
 FE0452
 FE0452                         *CURRENT SURVEY CONTROL
 FE0452  ___________________________________________________________________
 FE0452* NAD 83(1986)-  35 03 00.     (N)    088 58 33.     (W)     SCALED    
 FE0452* NAVD 88     -       144.742  (meters)     474.87   (feet)  ADJUSTED  
 FE0452  ___________________________________________________________________
 FE0452  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0452  DYNAMIC HT  -         144.603 (meters)     474.42  (feet)  COMP
 FE0452  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FE0452
 FE0452  VERT ORDER  -  FIRST     CLASS II
 FE0452
 FE0452.The horizontal coordinates were scaled from a topographic map and have
 FE0452.an estimated accuracy of +/- 6 seconds.
 FE0452
 FE0452.The orthometric height was determined by differential leveling
 FE0452.and adjusted by the National Geodetic Survey in June 1991..
 FE0452
 FE0452.The geoid height was determined by GEOID03.
 FE0452
 FE0452.The dynamic height is computed by dividing the NAVD 88
 FE0452.geopotential number by the normal gravity value computed on the
 FE0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0452.degrees latitude (g = 980.6199 gals.).
 FE0452
 FE0452.The modeled gravity was interpolated from observed gravity values.
 FE0452
 FE0452;                    North         East    Units  Estimated Accuracy
 FE0452;SPC TN       -    83,640.      328,540.      MT  (+/- 180 meters Scaled)
 FE0452
 FE0452                          SUPERSEDED SURVEY CONTROL
 FE0452
 FE0452  NGVD 29 (??/??/??)  144.699  (m)          474.73   (f) ADJUSTED    1 2
 FE0452
 FE0452.Superseded values are not recommended for survey control.
 FE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0452.See file dsdata.txt to determine how the superseded data were derived.
 FE0452
 FE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD197803(NAD 83)
 FE0452_MARKER: DB = BENCH MARK DISK
 FE0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0452_STAMPING: X 154 1944
 FE0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0452+STABILITY: SURFACE MOTION
 FE0452
 FE0452  HISTORY     - Date     Condition        Report By
 FE0452  HISTORY     - 1944     MONUMENTED       CGS
 FE0452  HISTORY     - 1965     GOOD             CGS
 FE0452  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0452
 FE0452                          STATION DESCRIPTION
 FE0452
 FE0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE0452'AT ROGERS SPRINGS.
 FE0452'AT ROGERS SPRINGS, HARDEMAN, 54.5 FEET WEST OF THE WEST END
 FE0452'OF THE SOUTHERN RAILWAY STATION, 31 FEET NORTH OF THE CENTERLINE
 FE0452'OF THE TRACK, 4 FEET EAST OF A POLE, 2 FEET WEST OF A WHITE
 FE0452'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 FE0452'A STANDARD DISK, STAMPED X 154 1944 AND SET IN THE TOP OR A
 FE0452'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.  NOTE-- THE
 FE0452'MARK IS ABOUT 0.5 FOOT BELOW GROUND.
 FE0452
 FE0452                          STATION RECOVERY (1983)
 FE0452
 FE0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0452'NOT RECOVERED.  PROPERTY OWNER STATES BENCH MARK WAS PROBABLY TAKEN
 FE0452'OUT WITH POWERLINE POLES AND WHEN NEW RAILROAD BED WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0295 ***********************************************************************
 FE0295  DESIGNATION -  X 155
 FE0295  PID         -  FE0295
 FE0295  STATE/COUNTY-  TN/HARDIN
 FE0295  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0295
 FE0295                         *CURRENT SURVEY CONTROL
 FE0295  ___________________________________________________________________
 FE0295* NAD 83(1986)-  35 08 16.     (N)    088 19 52.     (W)     SCALED    
 FE0295* NAVD 88     -       145.683  (meters)     477.96   (feet)  ADJUSTED  
 FE0295  ___________________________________________________________________
 FE0295  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE0295  DYNAMIC HT  -         145.549 (meters)     477.52  (feet)  COMP
 FE0295  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FE0295
 FE0295  VERT ORDER  -  FIRST     CLASS II
 FE0295
 FE0295.The horizontal coordinates were scaled from a topographic map and have
 FE0295.an estimated accuracy of +/- 6 seconds.
 FE0295
 FE0295.The orthometric height was determined by differential leveling
 FE0295.and adjusted by the National Geodetic Survey in June 1991..
 FE0295
 FE0295.The geoid height was determined by GEOID03.
 FE0295
 FE0295.The dynamic height is computed by dividing the NAVD 88
 FE0295.geopotential number by the normal gravity value computed on the
 FE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0295.degrees latitude (g = 980.6199 gals.).
 FE0295
 FE0295.The modeled gravity was interpolated from observed gravity values.
 FE0295
 FE0295;                    North         East    Units  Estimated Accuracy
 FE0295;SPC TN       -    91,780.      387,570.      MT  (+/- 180 meters Scaled)
 FE0295
 FE0295                          SUPERSEDED SURVEY CONTROL
 FE0295
 FE0295  NGVD 29 (??/??/??)  145.691  (m)          477.99   (f) ADJUSTED    1 2
 FE0295
 FE0295.Superseded values are not recommended for survey control.
 FE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0295.See file dsdata.txt to determine how the superseded data were derived.
 FE0295
 FE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD787891(NAD 83)
 FE0295_MARKER: DB = BENCH MARK DISK
 FE0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0295_STAMPING: X 155 1944
 FE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0295+STABILITY: SURFACE MOTION
 FE0295
 FE0295  HISTORY     - Date     Condition        Report By
 FE0295  HISTORY     - 1944     MONUMENTED       CGS
 FE0295  HISTORY     - 1947     GOOD             CGS
 FE0295  HISTORY     - 1949     GOOD             CGS
 FE0295
 FE0295                          STATION DESCRIPTION
 FE0295
 FE0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0295'1.3 MI SW FROM PITTSBURG LANDING.
 FE0295'1.3 MILES SOUTHWEST AONG THE HAMBURG ROAD FROM THE POST OFFICE
 FE0295'AT PITTSBURG LANDING, IN THE SHILOH NATIONAL MILITARY PARK, ABOUT
 FE0295'0.15 MILE SOUTH OF THE ALABAMA STATE MONUMENT, AT THE NORTH END
 FE0295'OF A CURVE IN THE ROAD WITH TANGENTS NORTH AND SOUTHWEST, 385
 FE0295'FEET SOUTH OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER THE
 FE0295'ROAD, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 186 FEET NORTHWEST
 FE0295'OF A MONUMENT CAMP OF MEYERS BATTERY, 2 FEET NORTH OF A WHITE
 FE0295'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 FE0295'PROJECTING 4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET WEST OF
 FE0295'MARKER.
 FE0295
 FE0295                          STATION RECOVERY (1949)
 FE0295
 FE0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0974 ***********************************************************************
 FE0974  DESIGNATION -  X 156
 FE0974  PID         -  FE0974
 FE0974  STATE/COUNTY-  TN/FAYETTE
 FE0974  USGS QUAD   -  MOSCOW (1965)
 FE0974
 FE0974                         *CURRENT SURVEY CONTROL
 FE0974  ___________________________________________________________________
 FE0974* NAD 83(1986)-  35 03 57.     (N)    089 22 50.     (W)     SCALED    
 FE0974* NAVD 88     -       108.707  (meters)     356.65   (feet)  ADJUSTED  
 FE0974  ___________________________________________________________________
 FE0974  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0974  DYNAMIC HT  -         108.605 (meters)     356.31  (feet)  COMP
 FE0974  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FE0974
 FE0974  VERT ORDER  -  FIRST     CLASS II
 FE0974
 FE0974.The horizontal coordinates were scaled from a topographic map and have
 FE0974.an estimated accuracy of +/- 6 seconds.
 FE0974
 FE0974.The orthometric height was determined by differential leveling
 FE0974.and adjusted by the National Geodetic Survey in June 1991..
 FE0974
 FE0974.The geoid height was determined by GEOID03.
 FE0974
 FE0974.The dynamic height is computed by dividing the NAVD 88
 FE0974.geopotential number by the normal gravity value computed on the
 FE0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0974.degrees latitude (g = 980.6199 gals.).
 FE0974
 FE0974.The modeled gravity was interpolated from observed gravity values.
 FE0974
 FE0974;                    North         East    Units  Estimated Accuracy
 FE0974;SPC TN       -    86,600.      291,690.      MT  (+/- 180 meters Scaled)
 FE0974
 FE0974                          SUPERSEDED SURVEY CONTROL
 FE0974
 FE0974  NGVD 29 (??/??/??)  108.651  (m)          356.47   (f) ADJUSTED    1 2
 FE0974
 FE0974.Superseded values are not recommended for survey control.
 FE0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0974.See file dsdata.txt to determine how the superseded data were derived.
 FE0974
 FE0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD829829(NAD 83)
 FE0974_MARKER: DB = BENCH MARK DISK
 FE0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0974_SP_SET: CULVERT
 FE0974_STAMPING: X 156 1944
 FE0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0974
 FE0974  HISTORY     - Date     Condition        Report By
 FE0974  HISTORY     - 1944     MONUMENTED       CGS
 FE0974  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0974
 FE0974                          STATION DESCRIPTION
 FE0974
 FE0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0974'1.3 MI E FROM MOSCOW.
 FE0974'1.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0974'MOSCOW, FAYETTE COUNTY, ABOUT MIDWAY BETWEEN MILE POSTS 511 AND
 FE0974'512, ABOUT 300 FEET EAST OF A STATION-ONE-MILE SIGN, AT A LARGE
 FE0974'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL,
 FE0974'16 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1/2 FOOT
 FE0974'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 156 1944.
 FE0974
 FE0974                          STATION RECOVERY (1983)
 FE0974
 FE0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0974'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0553 ***********************************************************************
 FE0553  DESIGNATION -  X 157
 FE0553  PID         -  FE0553
 FE0553  STATE/COUNTY-  TN/MCNAIRY
 FE0553  USGS QUAD   -  GUYS (1983)
 FE0553
 FE0553                         *CURRENT SURVEY CONTROL
 FE0553  ___________________________________________________________________
 FE0553* NAD 83(1986)-  35 04 10.     (N)    088 37 19.     (W)     SCALED    
 FE0553* NAVD 88     -       126.597  (meters)     415.34   (feet)  ADJUSTED  
 FE0553  ___________________________________________________________________
 FE0553  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0553  DYNAMIC HT  -         126.477 (meters)     414.95  (feet)  COMP
 FE0553  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 FE0553
 FE0553  VERT ORDER  -  FIRST     CLASS II
 FE0553
 FE0553.The horizontal coordinates were scaled from a topographic map and have
 FE0553.an estimated accuracy of +/- 6 seconds.
 FE0553
 FE0553.The orthometric height was determined by differential leveling
 FE0553.and adjusted by the National Geodetic Survey in June 1991..
 FE0553
 FE0553.The geoid height was determined by GEOID03.
 FE0553
 FE0553.The dynamic height is computed by dividing the NAVD 88
 FE0553.geopotential number by the normal gravity value computed on the
 FE0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0553.degrees latitude (g = 980.6199 gals.).
 FE0553
 FE0553.The modeled gravity was interpolated from observed gravity values.
 FE0553
 FE0553;                    North         East    Units  Estimated Accuracy
 FE0553;SPC TN       -    84,880.      360,870.      MT  (+/- 180 meters Scaled)
 FE0553
 FE0553                          SUPERSEDED SURVEY CONTROL
 FE0553
 FE0553  NGVD 29 (??/??/??)  126.587  (m)          415.31   (f) ADJUSTED    1 2
 FE0553
 FE0553.Superseded values are not recommended for survey control.
 FE0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0553.See file dsdata.txt to determine how the superseded data were derived.
 FE0553
 FE0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD521819(NAD 83)
 FE0553_MARKER: DB = BENCH MARK DISK
 FE0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0553_STAMPING: X 157 1944
 FE0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0553+STABILITY: SURFACE MOTION
 FE0553
 FE0553  HISTORY     - Date     Condition        Report By
 FE0553  HISTORY     - 1944     MONUMENTED       CGS
 FE0553  HISTORY     - 1948     GOOD             CGS
 FE0553  HISTORY     - 1972     GOOD             TVA
 FE0553  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0553
 FE0553                          STATION DESCRIPTION
 FE0553
 FE0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0553'AT RAMER.
 FE0553'AT RAMER, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.25
 FE0553'MILE SOUTHEAST OF MILE POST 341, AT THE CROSSING OF STATE
 FE0553'HIGHWAY 57, 32.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 FE0553'MAIN TRACK, 36 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FE0553'151 FEET SOUTHEAST OF THE EAST CORNER OF THE RAILROAD STATION, 19
 FE0553'FEET NORTHWEST OF A CROSSING WARNING SIGN, 2 FEET SOUTHEAST OF A
 FE0553'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 FE0553'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE0553'MONUMENT IS 0.5 FEET UNDER GROUND.  NOTE 1972--OLD RAILROAD STATION HA
 FE0553'BEEN TORN DOWN AND MOVED, NOW FLOWER GARDEN, WITNESS POST GONE.  47
 FE0553'FT. NORTHEAST FROM HIGHWAY 57, 4 DEGREES  NORTHEAST FROM POWER POLE.
 FE0553
 FE0553                          STATION RECOVERY (1972)
 FE0553
 FE0553'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0553'RECOVERED IN GOOD CONDITION.
 FE0553
 FE0553                          STATION RECOVERY (1983)
 FE0553
 FE0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0553'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN TELEPHONE CABLE JUNCTION BOXES
 FE0553'WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0510 ***********************************************************************
 FE0510  DESIGNATION -  X 158
 FE0510  PID         -  FE0510
 FE0510  STATE/COUNTY-  TN/MCNAIRY
 FE0510  USGS QUAD   -  MT PETER (1972)
 FE0510
 FE0510                         *CURRENT SURVEY CONTROL
 FE0510  ___________________________________________________________________
 FE0510* NAD 83(1986)-  35 22 17.     (N)    088 35 37.     (W)     SCALED    
 FE0510* NAVD 88     -       129.958  (meters)     426.37   (feet)  ADJUSTED  
 FE0510  ___________________________________________________________________
 FE0510  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0510  DYNAMIC HT  -         129.839 (meters)     425.98  (feet)  COMP
 FE0510  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 FE0510
 FE0510  VERT ORDER  -  FIRST     CLASS II
 FE0510
 FE0510.The horizontal coordinates were scaled from a topographic map and have
 FE0510.an estimated accuracy of +/- 6 seconds.
 FE0510
 FE0510.The orthometric height was determined by differential leveling
 FE0510.and adjusted by the National Geodetic Survey in June 1991..
 FE0510
 FE0510.The geoid height was determined by GEOID03.
 FE0510
 FE0510.The dynamic height is computed by dividing the NAVD 88
 FE0510.geopotential number by the normal gravity value computed on the
 FE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0510.degrees latitude (g = 980.6199 gals.).
 FE0510
 FE0510.The modeled gravity was interpolated from observed gravity values.
 FE0510
 FE0510;                    North         East    Units  Estimated Accuracy
 FE0510;SPC TN       -   118,300.      364,340.      MT  (+/- 180 meters Scaled)
 FE0510
 FE0510                          SUPERSEDED SURVEY CONTROL
 FE0510
 FE0510  NGVD 29 (??/??/??)  129.969  (m)          426.41   (f) ADJUSTED    1 2
 FE0510
 FE0510.Superseded values are not recommended for survey control.
 FE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0510.See file dsdata.txt to determine how the superseded data were derived.
 FE0510
 FE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE552153(NAD 83)
 FE0510_MARKER: DB = BENCH MARK DISK
 FE0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0510_STAMPING: X 158 1944
 FE0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0510+STABILITY: SURFACE MOTION
 FE0510
 FE0510  HISTORY     - Date     Condition        Report By
 FE0510  HISTORY     - 1944     MONUMENTED       CGS
 FE0510  HISTORY     - 1948     GOOD             CGS
 FE0510  HISTORY     - 1972     GOOD             TVA
 FE0510
 FE0510                          STATION DESCRIPTION
 FE0510
 FE0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0510'0.9 MI N FROM FINGER.
 FE0510'ABOUT 0.9 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0510'FROM THE STATION AT FINGER, ABOUT 0.35 MILE NORTH OF MILE POST
 FE0510'363, 84 YARDS NORTH OF BLOCK SIGNAL NO. 363/5, 80 YARDS SOUTH OF
 FE0510'SIGN STATION 1 MILE, ABOUT 0.3 MILE SOUTH OF THE MCNAIRY -CHESTER
 FE0510'COUNTY LINE, 46 FEET EAST OF THE EAST RAIL, AT A FIELD ROAD
 FE0510'CROSSING, 13 FEET NORTH OF THE NORTH GATE POST OF THE FIELD ROAD,
 FE0510'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, 24 FEET SOUTHEAST
 FE0510'OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 FE0510'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0510'PROJECTING 3 INCHES.  NOTE-- 1949 REPORT A STEEL POST WITH
 FE0510'CONTROL MARKER SIGN SET 2 FEET WEST OF MONUMENT.
 FE0510
 FE0510                          STATION RECOVERY (1972)
 FE0510
 FE0510'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0744 ***********************************************************************
 FE0744  DESIGNATION -  X 159
 FE0744  PID         -  FE0744
 FE0744  STATE/COUNTY-  TN/MADISON
 FE0744  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0744
 FE0744                         *CURRENT SURVEY CONTROL
 FE0744  ___________________________________________________________________
 FE0744* NAD 83(1986)-  35 36 34.     (N)    088 48 38.     (W)     SCALED    
 FE0744* NAVD 88     -       123.334  (meters)     404.64   (feet)  ADJUSTED  
 FE0744  ___________________________________________________________________
 FE0744  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0744  DYNAMIC HT  -         123.224 (meters)     404.28  (feet)  COMP
 FE0744  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 FE0744
 FE0744  VERT ORDER  -  FIRST     CLASS II
 FE0744
 FE0744.The horizontal coordinates were scaled from a topographic map and have
 FE0744.an estimated accuracy of +/- 6 seconds.
 FE0744
 FE0744.The orthometric height was determined by differential leveling
 FE0744.and adjusted by the National Geodetic Survey in June 1991..
 FE0744
 FE0744.The geoid height was determined by GEOID03.
 FE0744
 FE0744.The dynamic height is computed by dividing the NAVD 88
 FE0744.geopotential number by the normal gravity value computed on the
 FE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0744.degrees latitude (g = 980.6199 gals.).
 FE0744
 FE0744.The modeled gravity was interpolated from observed gravity values.
 FE0744
 FE0744;                    North         East    Units  Estimated Accuracy
 FE0744;SPC TN       -   145,240.      345,390.      MT  (+/- 180 meters Scaled)
 FE0744
 FE0744                          SUPERSEDED SURVEY CONTROL
 FE0744
 FE0744  NGVD 29 (??/??/??)  123.368  (m)          404.75   (f) ADJUSTED    1 2
 FE0744
 FE0744.Superseded values are not recommended for survey control.
 FE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0744.See file dsdata.txt to determine how the superseded data were derived.
 FE0744
 FE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE360421(NAD 83)
 FE0744_MARKER: DB = BENCH MARK DISK
 FE0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0744_SP_SET: CONCRETE BASE
 FE0744_STAMPING: X 159 1944
 FE0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0744
 FE0744  HISTORY     - Date     Condition        Report By
 FE0744  HISTORY     - 1944     MONUMENTED       CGS
 FE0744  HISTORY     - 1948     GOOD             CGS
 FE0744
 FE0744                          STATION DESCRIPTION
 FE0744
 FE0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0744'0.8 MI SE FROM JACKSON.
 FE0744'ABOUT 0.8 MILE SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0744'FROM THE STATION AT JACKSON, ABOUT 0.3 MILE NORTHWEST OF MILE
 FE0744'POST 385, 120 YARDS NORTHWEST OF THE CROSSING OF MADISON STREET,
 FE0744'24 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 FE0744'IN THE TOP OF THE CENTER OF THE SOUTHWEST SIDE OF THE CONCRETE
 FE0744'BASE FOR THE WEST LEG OF THE FEDERAL COMPRESS COMPANY WATER TOWER,
 FE0744'AND ABOUT 8 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1126 ***********************************************************************
 FE1126  DESIGNATION -  X 16
 FE1126  PID         -  FE1126
 FE1126  STATE/COUNTY-  TN/SHELBY
 FE1126  USGS QUAD   -  GERMANTOWN (1997)
 FE1126
 FE1126                         *CURRENT SURVEY CONTROL
 FE1126  ___________________________________________________________________
 FE1126* NAD 83(1986)-  35 04 52.     (N)    089 48 08.     (W)     SCALED    
 FE1126* NAVD 88     -       117.664  (meters)     386.04   (feet)  ADJUSTED  
 FE1126  ___________________________________________________________________
 FE1126  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1126  DYNAMIC HT  -         117.555 (meters)     385.68  (feet)  COMP
 FE1126  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FE1126
 FE1126  VERT ORDER  -  FIRST     CLASS II
 FE1126
 FE1126.The horizontal coordinates were scaled from a topographic map and have
 FE1126.an estimated accuracy of +/- 6 seconds.
 FE1126
 FE1126.The orthometric height was determined by differential leveling
 FE1126.and adjusted by the National Geodetic Survey in June 1991..
 FE1126
 FE1126.The geoid height was determined by GEOID03.
 FE1126
 FE1126.The dynamic height is computed by dividing the NAVD 88
 FE1126.geopotential number by the normal gravity value computed on the
 FE1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1126.degrees latitude (g = 980.6199 gals.).
 FE1126
 FE1126.The modeled gravity was interpolated from observed gravity values.
 FE1126
 FE1126;                    North         East    Units  Estimated Accuracy
 FE1126;SPC TN       -    89,700.      253,320.      MT  (+/- 180 meters Scaled)
 FE1126
 FE1126                          SUPERSEDED SURVEY CONTROL
 FE1126
 FE1126  NGVD 29 (??/??/??)  117.633  (m)          385.93   (f) ADJUSTED    1 2
 FE1126
 FE1126.Superseded values are not recommended for survey control.
 FE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1126.See file dsdata.txt to determine how the superseded data were derived.
 FE1126
 FE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD445856(NAD 83)
 FE1126_MARKER: DB = BENCH MARK DISK
 FE1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1126_STAMPING: X 16 1934
 FE1126_MARK LOGO: CGS   
 FE1126_PROJECTION: FLUSH
 FE1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1126+STABILITY: SURFACE MOTION
 FE1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1126+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1126
 FE1126  HISTORY     - Date     Condition        Report By
 FE1126  HISTORY     - 1934     MONUMENTED       CGS
 FE1126  HISTORY     - 1983     GOOD             NGS
 FE1126  HISTORY     - 20021009 GOOD             USACE
 FE1126  HISTORY     - 20050301 POOR             GEOCAC
 FE1126
 FE1126                          STATION DESCRIPTION
 FE1126
 FE1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE1126'8.8 MI NW FROM COLLIERVILLE.
 FE1126'8.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FE1126'COLLIERVILLE HERALD PRINTING OFFICE AT COLLIERVILLE, SHELBY
 FE1126'COUNTY, 300 FEET SOUTHEAST OF THE CITY-LIMIT AT GERMANTOWN, 54
 FE1126'FEET EAST OF BLOCK SIGNAL 5365 A, AND 30 FEET NORTHEAST OF THE
 FE1126'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X 16 1934
 FE1126'AND SET IN THE TOP OF A CONCRETE POST.
 FE1126
 FE1126                          STATION RECOVERY (1983)
 FE1126
 FE1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1126'RECOVERED IN GOOD CONDITION.  NOTE, 4.6 METERS (15.0 FT) NORTHWEST OF
 FE1126'THE NORTHWEST FACE OF A RAILROAD SWITCH BOX, AND 0.30 METER (1.0 FT)
 FE1126'SOUTHEAST OF A WITNESS POST.  NOTE, THE X IN THE STAMPING IS NOT
 FE1126'LEGIBLE.
 FE1126'THE MARK IS 0.61 M BELOW RAILROAD.
 FE1126
 FE1126                          STATION RECOVERY (2002)
 FE1126
 FE1126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1126'RECOVERED IN GOOD CONDITION.
 FE1126
 FE1126                          STATION RECOVERY (2005)
 FE1126
 FE1126'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FE1126'STAMPING ON MARK IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0678 ***********************************************************************
 FE0678  DESIGNATION -  X 160
 FE0678  PID         -  FE0678
 FE0678  STATE/COUNTY-  TN/GIBSON
 FE0678  USGS QUAD   -  MILAN (1983)
 FE0678
 FE0678                         *CURRENT SURVEY CONTROL
 FE0678  ___________________________________________________________________
 FE0678* NAD 83(1986)-  35 58 46.     (N)    088 47 07.     (W)     SCALED    
 FE0678* NAVD 88     -       110.543  (meters)     362.67   (feet)  ADJUSTED  
 FE0678  ___________________________________________________________________
 FE0678  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0678  DYNAMIC HT  -         110.449 (meters)     362.36  (feet)  COMP
 FE0678  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 FE0678
 FE0678  VERT ORDER  -  FIRST     CLASS II
 FE0678
 FE0678.The horizontal coordinates were scaled from a topographic map and have
 FE0678.an estimated accuracy of +/- 6 seconds.
 FE0678
 FE0678.The orthometric height was determined by differential leveling
 FE0678.and adjusted by the National Geodetic Survey in June 1991..
 FE0678
 FE0678.The geoid height was determined by GEOID03.
 FE0678
 FE0678.The dynamic height is computed by dividing the NAVD 88
 FE0678.geopotential number by the normal gravity value computed on the
 FE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0678.degrees latitude (g = 980.6199 gals.).
 FE0678
 FE0678.The modeled gravity was interpolated from observed gravity values.
 FE0678
 FE0678;                    North         East    Units  Estimated Accuracy
 FE0678;SPC TN       -   186,210.      348,850.      MT  (+/- 180 meters Scaled)
 FE0678
 FE0678                          SUPERSEDED SURVEY CONTROL
 FE0678
 FE0678  NGVD 29 (??/??/??)  110.594  (m)          362.84   (f) ADJUSTED    1 2
 FE0678
 FE0678.Superseded values are not recommended for survey control.
 FE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0678.See file dsdata.txt to determine how the superseded data were derived.
 FE0678
 FE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE390831(NAD 83)
 FE0678_MARKER: DB = BENCH MARK DISK
 FE0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0678_STAMPING: X 160 1944
 FE0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0678+STABILITY: SURFACE MOTION
 FE0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0678+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0678
 FE0678  HISTORY     - Date     Condition        Report By
 FE0678  HISTORY     - 1944     MONUMENTED       CGS
 FE0678  HISTORY     - 1948     GOOD             CGS
 FE0678  HISTORY     - 20020914 GOOD             USACE
 FE0678
 FE0678                          STATION DESCRIPTION
 FE0678
 FE0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0678'4.3 MI N FROM MILAN.
 FE0678'ABOUT 4.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0678'STATION AT MILAN, ABOUT 0.25 MILE NORTH OF THE ROAD CROSSING AT
 FE0678'CADES, 71 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILE POST C
 FE0678'444, 48 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 103 FEET
 FE0678'WEST OF THE CENTER LINE OF U.S. HIGHWAY 45E, 1 FOOT EAST OF A
 FE0678'WIRE FENCE, 7.5 FEET NORHT OF A 16-INCH TREE CLOSE TO FENCE LINE,
 FE0678'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 FE0678'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0678
 FE0678                          STATION RECOVERY (2002)
 FE0678
 FE0678'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0724 ***********************************************************************
 GA0724  DESIGNATION -  X 162
 GA0724  PID         -  GA0724
 GA0724  STATE/COUNTY-  TN/HAWKINS
 GA0724  USGS QUAD   -  BUREM (1976)
 GA0724
 GA0724                         *CURRENT SURVEY CONTROL
 GA0724  ___________________________________________________________________
 GA0724* NAD 83(1986)-  36 23 05.     (N)    082 56 39.     (W)     SCALED    
 GA0724* NAVD 88     -       336.937  (meters)    1105.43   (feet)  ADJUSTED  
 GA0724  ___________________________________________________________________
 GA0724  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0724  DYNAMIC HT  -         336.630 (meters)    1104.43  (feet)  COMP
 GA0724  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA0724
 GA0724  VERT ORDER  -  FIRST     CLASS I
 GA0724
 GA0724.The horizontal coordinates were scaled from a topographic map and have
 GA0724.an estimated accuracy of +/- 6 seconds.
 GA0724
 GA0724.The orthometric height was determined by differential leveling
 GA0724.and adjusted by the National Geodetic Survey in June 1991..
 GA0724
 GA0724.The geoid height was determined by GEOID03.
 GA0724
 GA0724.The dynamic height is computed by dividing the NAVD 88
 GA0724.geopotential number by the normal gravity value computed on the
 GA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0724.degrees latitude (g = 980.6199 gals.).
 GA0724
 GA0724.The modeled gravity was interpolated from observed gravity values.
 GA0724
 GA0724;                    North         East    Units  Estimated Accuracy
 GA0724;SPC TN       -   231,880.      874,140.      MT  (+/- 180 meters Scaled)
 GA0724
 GA0724                          SUPERSEDED SURVEY CONTROL
 GA0724
 GA0724  NGVD 29 (??/??/92)  337.094  (m)         1105.95   (f) ADJ UNCH    1 1
 GA0724
 GA0724.Superseded values are not recommended for survey control.
 GA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0724.See file dsdata.txt to determine how the superseded data were derived.
 GA0724
 GA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA256283(NAD 83)
 GA0724_MARKER: DB = BENCH MARK DISK
 GA0724_SETTING: 66 = SET IN ROCK OUTCROP
 GA0724_SP_SET: ROCK CLIFF
 GA0724_STAMPING: X 162 1967
 GA0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0724+STABILITY: POSITION/ELEVATION WELL
 GA0724
 GA0724  HISTORY     - Date     Condition        Report By
 GA0724  HISTORY     - 1967     MONUMENTED       CGS
 GA0724
 GA0724                          STATION DESCRIPTION
 GA0724
 GA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0724'3 MI SW FROM BUREM.
 GA0724'ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0724'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0724'ROAD AT BUREM, 0.25 MILE NORTHEAST OF MILEPOST 73, SET IN THE
 GA0724'TOP OF A LEDGE AT THE FOOT OF A SMALL ROCK CLIFF, 8 FEET SOUTHEAST
 GA0724'OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE
 GA0724'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1780 ***********************************************************************
 GA1780  DESIGNATION -  X 163
 GA1780  PID         -  GA1780
 GA1780  STATE/COUNTY-  TN/HAMBLEN
 GA1780  USGS QUAD   -  MORRISTOWN (1979)
 GA1780
 GA1780                         *CURRENT SURVEY CONTROL
 GA1780  ___________________________________________________________________
 GA1780* NAD 83(1986)-  36 10 02.     (N)    083 17 29.     (W)     SCALED    
 GA1780* NAVD 88     -       403.403  (meters)    1323.50   (feet)  ADJUSTED  
 GA1780  ___________________________________________________________________
 GA1780  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1780  DYNAMIC HT  -         403.026 (meters)    1322.26  (feet)  COMP
 GA1780  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 GA1780
 GA1780  VERT ORDER  -  FIRST     CLASS I
 GA1780
 GA1780.The horizontal coordinates were scaled from a topographic map and have
 GA1780.an estimated accuracy of +/- 6 seconds.
 GA1780
 GA1780.The orthometric height was determined by differential leveling
 GA1780.and adjusted by the National Geodetic Survey in June 1991..
 GA1780
 GA1780.The geoid height was determined by GEOID03.
 GA1780
 GA1780.The dynamic height is computed by dividing the NAVD 88
 GA1780.geopotential number by the normal gravity value computed on the
 GA1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1780.degrees latitude (g = 980.6199 gals.).
 GA1780
 GA1780.The modeled gravity was interpolated from observed gravity values.
 GA1780
 GA1780;                    North         East    Units  Estimated Accuracy
 GA1780;SPC TN       -   206,840.      843,660.      MT  (+/- 180 meters Scaled)
 GA1780
 GA1780                          SUPERSEDED SURVEY CONTROL
 GA1780
 GA1780  NGVD 29 (??/??/92)  403.539  (m)         1323.94   (f) ADJ UNCH    1 1
 GA1780
 GA1780.Superseded values are not recommended for survey control.
 GA1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1780.See file dsdata.txt to determine how the superseded data were derived.
 GA1780
 GA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA939049(NAD 83)
 GA1780_MARKER: DB = BENCH MARK DISK
 GA1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1780_STAMPING: X 163 1967
 GA1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1780+STABILITY: SURFACE MOTION
 GA1780
 GA1780  HISTORY     - Date     Condition        Report By
 GA1780  HISTORY     - 1967     MONUMENTED       CGS
 GA1780
 GA1780                          STATION DESCRIPTION
 GA1780
 GA1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1780'4.8 MI N FROM WHITE PINE.
 GA1780'ABOUT 4.75 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1780'FROM THE POST OFFICE AT WHITE PINE, OR ABOUT 0.1 MILE SOUTHEAST
 GA1780'ALONG HENRY STREET FROM THE HENRY STREET STATION POST OFFICE AT
 GA1780'MORRISTOWN, THENCE 4.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY
 GA1780'COMPANY RAILROAD, 6 POLES SOUTHEAST OF MILEPOST 224, 71 YARDS
 GA1780'SOUTHEAST OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 74
 GA1780'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 73 1/2 FEET
 GA1780'NORTHWEST OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 51
 GA1780'FEET NORTHEAST AND ACROSS A PAVED ROAD FROM A TELEPHONE POLE,
 GA1780'32 1/2 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 20 FEET
 GA1780'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 2 FEET SOUTHWEST OF A
 GA1780'FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET
 GA1780'ABOVE THE LEVEL OF THE ROAD, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 GA1780'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 GA1780'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1194 ***********************************************************************
 FB1194  DESIGNATION -  X 164
 FB1194  PID         -  FB1194
 FB1194  STATE/COUNTY-  TN/COCKE
 FB1194  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1194
 FB1194                         *CURRENT SURVEY CONTROL
 FB1194  ___________________________________________________________________
 FB1194* NAD 83(1986)-  35 55 52.     (N)    083 02 42.     (W)     SCALED    
 FB1194* NAVD 88     -       344.668  (meters)    1130.80   (feet)  ADJUSTED  
 FB1194  ___________________________________________________________________
 FB1194  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1194  DYNAMIC HT  -         344.336 (meters)    1129.71  (feet)  COMP
 FB1194  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 FB1194
 FB1194  VERT ORDER  -  FIRST     CLASS I
 FB1194
 FB1194.The horizontal coordinates were scaled from a topographic map and have
 FB1194.an estimated accuracy of +/- 6 seconds.
 FB1194
 FB1194.The orthometric height was determined by differential leveling
 FB1194.and adjusted by the National Geodetic Survey in June 1991..
 FB1194
 FB1194.The geoid height was determined by GEOID03.
 FB1194
 FB1194.The dynamic height is computed by dividing the NAVD 88
 FB1194.geopotential number by the normal gravity value computed on the
 FB1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1194.degrees latitude (g = 980.6199 gals.).
 FB1194
 FB1194.The modeled gravity was interpolated from observed gravity values.
 FB1194
 FB1194;                    North         East    Units  Estimated Accuracy
 FB1194;SPC TN       -   181,300.      866,610.      MT  (+/- 180 meters Scaled)
 FB1194
 FB1194                          SUPERSEDED SURVEY CONTROL
 FB1194
 FB1194  NGVD 29 (??/??/92)  344.810  (m)         1131.26   (f) ADJ UNCH    1 1
 FB1194
 FB1194.Superseded values are not recommended for survey control.
 FB1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1194.See file dsdata.txt to determine how the superseded data were derived.
 FB1194
 FB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV155782(NAD 83)
 FB1194_MARKER: DB = BENCH MARK DISK
 FB1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1194_STAMPING: X 164 1967
 FB1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1194+STABILITY: SURFACE MOTION
 FB1194
 FB1194  HISTORY     - Date     Condition        Report By
 FB1194  HISTORY     - 1967     MONUMENTED       CGS
 FB1194
 FB1194                          STATION DESCRIPTION
 FB1194
 FB1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1194'1.8 MI NW FROM DEL RIO.
 FB1194'ABOUT 1.85 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1194'RAILROAD FROM THE STATION AT DEL RIO, 5 RAILS NORTH OF MILEPOST
 FB1194'197, 21 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, 44 1/2 FEET
 FB1194'SOUTH OF A POLE, 33 1/2 FEET EAST AND ACROSS THE TRACK FROM A
 FB1194'POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.3 FEET NORTHEAST OF A
 FB1194'METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 FB1194'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FB1194'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1598 ***********************************************************************
 GC1598  DESIGNATION -  X 166
 GC1598  PID         -  GC1598
 GC1598  STATE/COUNTY-  TN/HOUSTON
 GC1598  USGS QUAD   -  MC KINNON (1973)
 GC1598
 GC1598                         *CURRENT SURVEY CONTROL
 GC1598  ___________________________________________________________________
 GC1598* NAD 83(1986)-  36 20 19.     (N)    087 55 00.     (W)     SCALED    
 GC1598* NAVD 88     -       147.403  (meters)     483.60   (feet)  ADJUSTED  
 GC1598  ___________________________________________________________________
 GC1598  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC1598  DYNAMIC HT  -         147.281 (meters)     483.20  (feet)  COMP
 GC1598  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 GC1598
 GC1598  VERT ORDER  -  FIRST     CLASS II
 GC1598
 GC1598.The horizontal coordinates were scaled from a topographic map and have
 GC1598.an estimated accuracy of +/- 6 seconds.
 GC1598
 GC1598.The orthometric height was determined by differential leveling
 GC1598.and adjusted by the National Geodetic Survey in June 1991..
 GC1598
 GC1598.The geoid height was determined by GEOID03.
 GC1598
 GC1598.The dynamic height is computed by dividing the NAVD 88
 GC1598.geopotential number by the normal gravity value computed on the
 GC1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1598.degrees latitude (g = 980.6199 gals.).
 GC1598
 GC1598.The modeled gravity was interpolated from observed gravity values.
 GC1598
 GC1598;                    North         East    Units  Estimated Accuracy
 GC1598;SPC TN       -   224,170.      427,940.      MT  (+/- 180 meters Scaled)
 GC1598
 GC1598                          SUPERSEDED SURVEY CONTROL
 GC1598
 GC1598  NGVD 29 (??/??/92)  147.438  (m)          483.72   (f) ADJ UNCH    1 2
 GC1598
 GC1598.Superseded values are not recommended for survey control.
 GC1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1598.See file dsdata.txt to determine how the superseded data were derived.
 GC1598
 GC1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF177218(NAD 83)
 GC1598_MARKER: DB = BENCH MARK DISK
 GC1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1598_STAMPING: X 166 1947
 GC1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1598+STABILITY: SURFACE MOTION
 GC1598
 GC1598  HISTORY     - Date     Condition        Report By
 GC1598  HISTORY     - 1947     MONUMENTED       CGS
 GC1598  HISTORY     - 1952     GOOD             TVA
 GC1598
 GC1598                          STATION DESCRIPTION
 GC1598
 GC1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1598'2.1 MI N FROM MC KINNON.
 GC1598'2.1 MILES NORTH ALONG THE T.V.A. ROAD LEADING TO SCARBOROUGH
 GC1598'GENERAL STORE FROM THE METHODIST CHURCH AT MC KINNON, ABOUT 0.3
 GC1598'MILE NORTHEAST OF AN 80-FOOT WOODEN BRIDGE OVER HURRICANE CREEK,
 GC1598'ABOUT 0.2 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 GC1598'WEST, ABOUT MIDWAY UP A LONG HILL ASCENDING TO THE NORTH, 30
 GC1598'FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHEAST OF A
 GC1598'MAIL BOX, 22 FEET WEST OF AN 8-INCH BLAZED OAK TREE, 21 FEET
 GC1598'NORTH OF A 10-INCH BLAZED OAK TREE, 12.5 FEET SOUTH OF A 12-INCH
 GC1598'BLAZED OAK TREE, ABOUT 2-1/2 FEET HIGHER THAN THE ROAD, AND IN
 GC1598'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1598'NOTE-- 12.6 N 35 DEG W FROM 18 IN WHITE OAK.  22.4 S 70 DEG W
 GC1598'FROM 10 IN WHITE OAK.  6.0 S 40 DEG W FROM 8 IN WHITE OAK.  0.3
 GC1598'MI NE OF A CONCRETE BRIDGE OVER HURRICANE CREEK.  TVA POST AND
 GC1598'SIGN POST.
 GC1598
 GC1598                          STATION RECOVERY (1952)
 GC1598
 GC1598'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GC1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1626 ***********************************************************************
 GC1626  DESIGNATION -  X 167
 GC1626  PID         -  GC1626
 GC1626  STATE/COUNTY-  TN/HUMPHREYS
 GC1626  USGS QUAD   -  WAVERLY (1987)
 GC1626
 GC1626                         *CURRENT SURVEY CONTROL
 GC1626  ___________________________________________________________________
 GC1626* NAD 83(1986)-  36 06 00.     (N)    087 48 26.     (W)     SCALED    
 GC1626* NAVD 88     -       206.229  (meters)     676.60   (feet)  ADJUSTED  
 GC1626  ___________________________________________________________________
 GC1626  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1626  DYNAMIC HT  -         206.052 (meters)     676.02  (feet)  COMP
 GC1626  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GC1626
 GC1626  VERT ORDER  -  FIRST     CLASS II
 GC1626
 GC1626.The horizontal coordinates were scaled from a topographic map and have
 GC1626.an estimated accuracy of +/- 6 seconds.
 GC1626
 GC1626.The orthometric height was determined by differential leveling
 GC1626.and adjusted by the National Geodetic Survey in June 1991..
 GC1626
 GC1626.The geoid height was determined by GEOID03.
 GC1626
 GC1626.The dynamic height is computed by dividing the NAVD 88
 GC1626.geopotential number by the normal gravity value computed on the
 GC1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1626.degrees latitude (g = 980.6199 gals.).
 GC1626
 GC1626.The modeled gravity was interpolated from observed gravity values.
 GC1626
 GC1626;                    North         East    Units  Estimated Accuracy
 GC1626;SPC TN       -   197,510.      437,280.      MT  (+/- 180 meters Scaled)
 GC1626
 GC1626                          SUPERSEDED SURVEY CONTROL
 GC1626
 GC1626  NGVD 29 (??/??/92)  206.260  (m)          676.70   (f) ADJ UNCH    1 2
 GC1626
 GC1626.Superseded values are not recommended for survey control.
 GC1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1626.See file dsdata.txt to determine how the superseded data were derived.
 GC1626
 GC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE273953(NAD 83)
 GC1626_MARKER: DB = BENCH MARK DISK
 GC1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1626_STAMPING: X 167 1947
 GC1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1626+STABILITY: SURFACE MOTION
 GC1626
 GC1626  HISTORY     - Date     Condition        Report By
 GC1626  HISTORY     - 1947     MONUMENTED       CGS
 GC1626  HISTORY     - 1972     GOOD             TVA
 GC1626
 GC1626                          STATION DESCRIPTION
 GC1626
 GC1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1626'1.6 MI NW FROM WAVERLY.
 GC1626'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1626'WAVERLY, THENCE ABOUT 1.3 MILES NORTH ALONG THE GRAVEL ROAD
 GC1626'LEADING TO MC KINNON, ABOUT 1.0 MILE NORTH OF THE CROSSING OF THE
 GC1626'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, ABOUT 0.2 MILE
 GC1626'SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 76 FEET
 GC1626'EAST OF THE EAST CORNER OF A WHITE FARMHOUSE SOUTHWEST OF THE
 GC1626'ROAD, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14.5
 GC1626'FEET SOUTHEAST OF THE SOUTHEAST END OF THE MASONRY STONE RIP-RAP
 GC1626'AROUND THE YARD, 16 FEET NORTH OF A 6-INCH TREE, ABOUT 2 FEET
 GC1626'HIGHER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST
 GC1626'PROJECTING ABOUT 4 INCHES.  NOTE-- 54.4 FT E TO TOP OF FIRE PLUG
 GC1626'ON E SIDE RD. 57.6 FT NE OF MAIL BOX POST OF R. OWEN BROWN.
 GC1626
 GC1626                          STATION RECOVERY (1972)
 GC1626
 GC1626'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0083 ***********************************************************************
 FE0083  DESIGNATION -  X 168
 FE0083  PID         -  FE0083
 FE0083  STATE/COUNTY-  TN/BENTON
 FE0083  USGS QUAD   -  SUGAR TREE (1986)
 FE0083
 FE0083                         *CURRENT SURVEY CONTROL
 FE0083  ___________________________________________________________________
 FE0083* NAD 83(1986)-  35 51 59.     (N)    088 05 19.     (W)     SCALED    
 FE0083* NAVD 88     -       177.091  (meters)     581.01   (feet)  ADJUSTED  
 FE0083  ___________________________________________________________________
 FE0083  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE0083  DYNAMIC HT  -         176.938 (meters)     580.50  (feet)  COMP
 FE0083  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FE0083
 FE0083  VERT ORDER  -  FIRST     CLASS II
 FE0083
 FE0083.The horizontal coordinates were scaled from a topographic map and have
 FE0083.an estimated accuracy of +/- 6 seconds.
 FE0083
 FE0083.The orthometric height was determined by differential leveling
 FE0083.and adjusted by the National Geodetic Survey in June 1991..
 FE0083
 FE0083.The geoid height was determined by GEOID03.
 FE0083
 FE0083.The dynamic height is computed by dividing the NAVD 88
 FE0083.geopotential number by the normal gravity value computed on the
 FE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0083.degrees latitude (g = 980.6199 gals.).
 FE0083
 FE0083.The modeled gravity was interpolated from observed gravity values.
 FE0083
 FE0083;                    North         East    Units  Estimated Accuracy
 FE0083;SPC TN       -   172,100.      411,390.      MT  (+/- 180 meters Scaled)
 FE0083
 FE0083                          SUPERSEDED SURVEY CONTROL
 FE0083
 FE0083  NGVD 29 (??/??/??)  177.113  (m)          581.08   (f) ADJUSTED    1 2
 FE0083
 FE0083.Superseded values are not recommended for survey control.
 FE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0083.See file dsdata.txt to determine how the superseded data were derived.
 FE0083
 FE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE017696(NAD 83)
 FE0083_MARKER: DB = BENCH MARK DISK
 FE0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0083_STAMPING: X 168 1947
 FE0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0083+STABILITY: SURFACE MOTION
 FE0083
 FE0083  HISTORY     - Date     Condition        Report By
 FE0083  HISTORY     - 1947     MONUMENTED       CGS
 FE0083  HISTORY     - 1972     GOOD             TVA
 FE0083
 FE0083                          STATION DESCRIPTION
 FE0083
 FE0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0083'18.2 MI S FROM CAMDEN.
 FE0083'ABOUT 18.2 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0083'COURTHOUSE AT CAMDEN, ABOUT 0.65 MILE NORTHWEST OF THE CUMBERLAND
 FE0083'PRESBYTERIAN CHURCH AT MC ILLWAIN, 248 FEET SOUTHWEST OF THE
 FE0083'SOUTHWEST CORNER OF A 1-STORY FRAME FARMHOUSE NORTH OF THE
 FE0083'HIGHWAY, 104 FEET WEST OF THE CENTER LINE OF THE WEST DRIVEWAY
 FE0083'TO THE HOUSE, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FE0083'9 FEET EAST OF A TWIN OAK TREE WITH 14-INCH AND 8-INCH TRUNKS,
 FE0083'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FE0083'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0083'6 INCHES.  NOTE-- 45.5 FT N OF CENTERLINE HWY 69 AND 61.0
 FE0083'FT NW FROM CENTERLINE DRIVEWAY AND 8.0 FT E FROM 18 IN TWIN RED
 FE0083'OAK PLUS OR MINUS 1.5 FT HIGHER THAN ROAD.  TVA POST AND SIGN SET
 FE0083'AT STATION.
 FE0083
 FE0083                          STATION RECOVERY (1972)
 FE0083
 FE0083'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1248 ***********************************************************************
 FD1248  DESIGNATION -  X 169
 FD1248  PID         -  FD1248
 FD1248  STATE/COUNTY-  TN/PERRY
 FD1248  USGS QUAD   -  POPE (1973)
 FD1248
 FD1248                         *CURRENT SURVEY CONTROL
 FD1248  ___________________________________________________________________
 FD1248* NAD 83(1986)-  35 35 01.     (N)    087 57 46.     (W)     SCALED    
 FD1248* NAVD 88     -       192.604  (meters)     631.90   (feet)  ADJUSTED  
 FD1248  ___________________________________________________________________
 FD1248  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1248  DYNAMIC HT  -         192.431 (meters)     631.33  (feet)  COMP
 FD1248  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FD1248
 FD1248  VERT ORDER  -  FIRST     CLASS II
 FD1248
 FD1248.The horizontal coordinates were scaled from a topographic map and have
 FD1248.an estimated accuracy of +/- 6 seconds.
 FD1248
 FD1248.The orthometric height was determined by differential leveling
 FD1248.and adjusted by the National Geodetic Survey in June 1991..
 FD1248
 FD1248.The geoid height was determined by GEOID03.
 FD1248
 FD1248.The dynamic height is computed by dividing the NAVD 88
 FD1248.geopotential number by the normal gravity value computed on the
 FD1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1248.degrees latitude (g = 980.6199 gals.).
 FD1248
 FD1248.The modeled gravity was interpolated from observed gravity values.
 FD1248
 FD1248;                    North         East    Units  Estimated Accuracy
 FD1248;SPC TN       -   140,500.      422,120.      MT  (+/- 180 meters Scaled)
 FD1248
 FD1248                          SUPERSEDED SURVEY CONTROL
 FD1248
 FD1248  NGVD 29 (??/??/92)  192.612  (m)          631.93   (f) ADJ UNCH    1 2
 FD1248
 FD1248.Superseded values are not recommended for survey control.
 FD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1248.See file dsdata.txt to determine how the superseded data were derived.
 FD1248
 FD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE127381(NAD 83)
 FD1248_MARKER: DD = SURVEY DISK
 FD1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1248_STAMPING: X 169 1947
 FD1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1248+STABILITY: SURFACE MOTION
 FD1248
 FD1248  HISTORY     - Date     Condition        Report By
 FD1248  HISTORY     - 1947     MONUMENTED       TVA
 FD1248  HISTORY     - 1947     GOOD             NGS
 FD1248  HISTORY     - 1975     MARK NOT FOUND   TVA
 FD1248
 FD1248                          STATION DESCRIPTION
 FD1248
 FD1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1248'5.6 MI SE FROM POPE.
 FD1248'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1248'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1248'MILES EAST, THENCE ABOUT 1.25 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1248'ABOUT 1.15 MILES SOUTH OF THE CONCRETE BRIDGE OVER MARSH CREEK,
 FD1248'AT THE TOP OF A STEEP GRADE AND AT THE INTERSECTION OF A DIM
 FD1248'EAST-WEST ROAD, 23 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 FD1248'25 FEET SOUTH OF THE CENTER LINE OF THE DIM CROSS ROAD, 24 FEET
 FD1248'NORTH OF A 20-INCH TRIANGULAR BLAZED OAK TREE, 3.5 FEET NORTHWEST
 FD1248'OF A 6-INCH TRIANGULAR BLAZED OAK TREE, 2 FEET NORTH OF A WHITE
 FD1248'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE INTERSECTION AND
 FD1248'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD1248
 FD1248                          STATION RECOVERY (1975)
 FD1248
 FD1248'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0193 ***********************************************************************
 FE0193  DESIGNATION -  X 170
 FE0193  PID         -  FE0193
 FE0193  STATE/COUNTY-  TN/HARDIN
 FE0193  USGS QUAD   -  THURMAN (1972)
 FE0193
 FE0193                         *CURRENT SURVEY CONTROL
 FE0193  ___________________________________________________________________
 FE0193* NAD 83(1986)-  35 22 59.     (N)    088 12 31.     (W)     SCALED    
 FE0193* NAVD 88     -       116.396  (meters)     381.88   (feet)  ADJUSTED  
 FE0193  ___________________________________________________________________
 FE0193  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0193  DYNAMIC HT  -         116.292 (meters)     381.53  (feet)  COMP
 FE0193  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 FE0193
 FE0193  VERT ORDER  -  FIRST     CLASS II
 FE0193
 FE0193.The horizontal coordinates were scaled from a topographic map and have
 FE0193.an estimated accuracy of +/- 6 seconds.
 FE0193
 FE0193.The orthometric height was determined by differential leveling
 FE0193.and adjusted by the National Geodetic Survey in June 1991..
 FE0193
 FE0193.The geoid height was determined by GEOID03.
 FE0193
 FE0193.The dynamic height is computed by dividing the NAVD 88
 FE0193.geopotential number by the normal gravity value computed on the
 FE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0193.degrees latitude (g = 980.6199 gals.).
 FE0193
 FE0193.The modeled gravity was interpolated from observed gravity values.
 FE0193
 FE0193;                    North         East    Units  Estimated Accuracy
 FE0193;SPC TN       -   118,730.      399,350.      MT  (+/- 180 meters Scaled)
 FE0193
 FE0193                          SUPERSEDED SURVEY CONTROL
 FE0193
 FE0193  NGVD 29 (??/??/??)  116.405  (m)          381.91   (f) ADJUSTED    1 2
 FE0193
 FE0193.Superseded values are not recommended for survey control.
 FE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0193.See file dsdata.txt to determine how the superseded data were derived.
 FE0193
 FE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE902161(NAD 83)
 FE0193_MARKER: DD = SURVEY DISK
 FE0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0193_SP_SET: CULVERT
 FE0193_STAMPING: X 170 1947
 FE0193_MARK LOGO: TVA   
 FE0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0193
 FE0193  HISTORY     - Date     Condition        Report By
 FE0193  HISTORY     - 1947     MONUMENTED       TVA
 FE0193  HISTORY     - 1949     GOOD             CGS
 FE0193
 FE0193                          STATION DESCRIPTION
 FE0193
 FE0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0193'0.4 MI NE FROM SALTILLO.
 FE0193'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 FE0193'AT SALTILLO, HARDIN COUNTY, AT THE NORTHEAST CITY LIMITS, 102
 FE0193'FEET NORTH OF THE CITY LIMIT SIGN, AT AN 8-FOOT CONCRETE
 FE0193'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 FE0193'WEST HEADWALL, 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FE0193'LEVEL WITH THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FE0193'DISK, STAMPED X 170 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0458 ***********************************************************************
 GC0458  DESIGNATION -  X 171
 GC0458  PID         -  GC0458
 GC0458  STATE/COUNTY-  TN/DAVIDSON
 GC0458  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0458
 GC0458                         *CURRENT SURVEY CONTROL
 GC0458  ___________________________________________________________________
 GC0458* NAD 83(1986)-  36 08 25.     (N)    086 49 42.     (W)     SCALED    
 GC0458* NAVD 88     -       160.870  (meters)     527.79   (feet)  ADJUSTED  
 GC0458  ___________________________________________________________________
 GC0458  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0458  DYNAMIC HT  -         160.731 (meters)     527.33  (feet)  COMP
 GC0458  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GC0458
 GC0458  VERT ORDER  -  FIRST     CLASS II
 GC0458
 GC0458.The horizontal coordinates were scaled from a topographic map and have
 GC0458.an estimated accuracy of +/- 6 seconds.
 GC0458
 GC0458.The orthometric height was determined by differential leveling
 GC0458.and adjusted by the National Geodetic Survey in June 1991..
 GC0458
 GC0458.The geoid height was determined by GEOID03.
 GC0458
 GC0458.The dynamic height is computed by dividing the NAVD 88
 GC0458.geopotential number by the normal gravity value computed on the
 GC0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0458.degrees latitude (g = 980.6199 gals.).
 GC0458
 GC0458.The modeled gravity was interpolated from observed gravity values.
 GC0458
 GC0458;                    North         East    Units  Estimated Accuracy
 GC0458;SPC TN       -   200,800.      525,450.      MT  (+/- 180 meters Scaled)
 GC0458
 GC0458                          SUPERSEDED SURVEY CONTROL
 GC0458
 GC0458  NGVD 29 (??/??/92)  160.890  (m)          527.85   (f) ADJ UNCH    1 2
 GC0458
 GC0458.Superseded values are not recommended for survey control.
 GC0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0458.See file dsdata.txt to determine how the superseded data were derived.
 GC0458
 GC0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE154995(NAD 83)
 GC0458_MARKER: DB = BENCH MARK DISK
 GC0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0458_SP_SET: OVERPASS
 GC0458_STAMPING: X 171 1948
 GC0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0458
 GC0458  HISTORY     - Date     Condition        Report By
 GC0458  HISTORY     - 1948     MONUMENTED       CGS
 GC0458  HISTORY     - 1949     GOOD             NGS
 GC0458  HISTORY     - 19870807 GOOD             LOCSUR
 GC0458
 GC0458                          STATION DESCRIPTION
 GC0458
 GC0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0458'AT NASHVILLE.
 GC0458'AT NASHVILLE, ABOUT 3.2 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA
 GC0458'AND ST. LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, IN
 GC0458'THE TOP OF THE EAST WING WALL AT THE NORTHEAST END OF OVERPASS
 GC0458'NO. 3.2 OVER MURPHY ROAD, 4.5 FEET SOUTHEAST OF THE SOUTHEAST
 GC0458'RAIL OF THE TRACK AND LEVEL WITH THE TOP OF THE RAIL.
 GC0458
 GC0458                          STATION RECOVERY (1949)
 GC0458
 GC0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0458'RECOVERED IN GOOD CONDITION.
 GC0458
 GC0458                          STATION RECOVERY (1987)
 GC0458
 GC0458'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1369 ***********************************************************************
 GC1369  DESIGNATION -  X 172
 GC1369  PID         -  GC1369
 GC1369  STATE/COUNTY-  TN/DICKSON
 GC1369  USGS QUAD   -  DICKSON (1986)
 GC1369
 GC1369                         *CURRENT SURVEY CONTROL
 GC1369  ___________________________________________________________________
 GC1369* NAD 83(1986)-  36 05 47.     (N)    087 28 27.     (W)     SCALED    
 GC1369* NAVD 88     -       247.187  (meters)     810.98   (feet)  ADJUSTED  
 GC1369  ___________________________________________________________________
 GC1369  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1369  DYNAMIC HT  -         246.970 (meters)     810.27  (feet)  COMP
 GC1369  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 GC1369
 GC1369  VERT ORDER  -  FIRST     CLASS II
 GC1369
 GC1369.The horizontal coordinates were scaled from a topographic map and have
 GC1369.an estimated accuracy of +/- 6 seconds.
 GC1369
 GC1369.The orthometric height was determined by differential leveling
 GC1369.and adjusted by the National Geodetic Survey in June 1991..
 GC1369
 GC1369.The geoid height was determined by GEOID03.
 GC1369
 GC1369.The dynamic height is computed by dividing the NAVD 88
 GC1369.geopotential number by the normal gravity value computed on the
 GC1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1369.degrees latitude (g = 980.6199 gals.).
 GC1369
 GC1369.The modeled gravity was interpolated from observed gravity values.
 GC1369
 GC1369;                    North         East    Units  Estimated Accuracy
 GC1369;SPC TN       -   196,610.      467,260.      MT  (+/- 180 meters Scaled)
 GC1369
 GC1369                          SUPERSEDED SURVEY CONTROL
 GC1369
 GC1369  NGVD 29 (??/??/92)  247.186  (m)          810.98   (f) ADJ UNCH    1 2
 GC1369
 GC1369.Superseded values are not recommended for survey control.
 GC1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1369.See file dsdata.txt to determine how the superseded data were derived.
 GC1369
 GC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE573947(NAD 83)
 GC1369_MARKER: DB = BENCH MARK DISK
 GC1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1369_STAMPING: X 172 1948
 GC1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1369+STABILITY: SURFACE MOTION
 GC1369
 GC1369  HISTORY     - Date     Condition        Report By
 GC1369  HISTORY     - 1948     MONUMENTED       CGS
 GC1369
 GC1369                          STATION DESCRIPTION
 GC1369
 GC1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1369'2.4 MI E FROM TENNESSEE CITY.
 GC1369'2.35 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1369'RAILWAY FROM THE STATION AT TENNESSEE CITY, NEAR THE NORTHEAST
 GC1369'END OF A LONG FILL, 51 FEET SOUTHWEST OF POLE NO. 47+11, 23
 GC1369'FEET NORTHWEST OF THE NORTHWEST RAIL, 83 FEET NORTH AND ACROSS
 GC1369'THE TRACK FROM RAILWAY SURVEY STATION NO. 2500+00, 2 1/2 FEET
 GC1369'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GC1369'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0312 ***********************************************************************
 GD0312  DESIGNATION -  X 173
 GD0312  PID         -  GD0312
 GD0312  STATE/COUNTY-  TN/WEAKLEY
 GD0312  USGS QUAD   -  MC CONNELL (1983)
 GD0312
 GD0312                         *CURRENT SURVEY CONTROL
 GD0312  ___________________________________________________________________
 GD0312* NAD 83(1995)-  36 23 00.29259(N)    088 50 59.17259(W)     ADJUSTED  
 GD0312* NAVD 88     -       111.011  (meters)     364.21   (feet)  ADJUSTED  
 GD0312  ___________________________________________________________________
 GD0312  X           -     103,199.036 (meters)                     COMP
 GD0312  Y           -  -5,139,907.428 (meters)                     COMP
 GD0312  Z           -   3,762,576.226 (meters)                     COMP
 GD0312  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GD0312  ELLIP HEIGHT-          82.81  (meters)          (02/20/01) GPS OBS
 GD0312  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0312  DYNAMIC HT  -         110.922 (meters)     363.92  (feet)  COMP
 GD0312  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GD0312
 GD0312  HORZ ORDER  -  FIRST
 GD0312  VERT ORDER  -  FIRST     CLASS II
 GD0312  ELLP ORDER  -  SECOND    CLASS I
 GD0312
 GD0312.The horizontal coordinates were established by GPS observations
 GD0312.and adjusted by the National Geodetic Survey in February 2001..
 GD0312
 GD0312.The orthometric height was determined by differential leveling
 GD0312.and adjusted by the National Geodetic Survey in June 1991..
 GD0312
 GD0312.Photographs are available for this station.
 GD0312
 GD0312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0312
 GD0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0312
 GD0312.The ellipsoidal height was determined by GPS observations
 GD0312.and is referenced to NAD 83.
 GD0312
 GD0312.The geoid height was determined by GEOID03.
 GD0312
 GD0312.The dynamic height is computed by dividing the NAVD 88
 GD0312.geopotential number by the normal gravity value computed on the
 GD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0312.degrees latitude (g = 980.6199 gals.).
 GD0312
 GD0312.The modeled gravity was interpolated from observed gravity values.
 GD0312
 GD0312;                    North         East     Units Scale Factor Converg.
 GD0312;SPC TN       -   231,181.285   344,341.329   MT  0.99999427   -1 40 06.1
 GD0312;SPC TN       -   758,467.27  1,129,726.51   sFT  0.99999427   -1 40 06.1
 GD0312;UTM  16      - 4,028,065.104   334,086.728   MT  0.99993916   -1 05 51.0
 GD0312
 GD0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0312!SPC TN       -   0.99998700  x   0.99999427  =   0.99998127
 GD0312!UTM  16      -   0.99998700  x   0.99993916  =   0.99992616
 GD0312
 GD0312                          SUPERSEDED SURVEY CONTROL
 GD0312
 GD0312  NAVD 88 (02/20/01)  111.01   (m)          364.2    (f) LEVELING    3  
 GD0312  NGVD 29 (??/??/??)  111.013  (m)          364.22   (f) ADJUSTED    1 2
 GD0312
 GD0312.Superseded values are not recommended for survey control.
 GD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0312.See file dsdata.txt to determine how the superseded data were derived.
 GD0312
 GD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3408728065(NAD 83)
 GD0312_MARKER: DB = BENCH MARK DISK
 GD0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0312_STAMPING: X 173 1948
 GD0312_MARK LOGO: NONE  
 GD0312_PROJECTION: PROJECTING 12 CENTIMETERS
 GD0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0312+STABILITY: SURFACE MOTION
 GD0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0312+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0312
 GD0312  HISTORY     - Date     Condition        Report By
 GD0312  HISTORY     - 1948     MONUMENTED       CGS
 GD0312  HISTORY     - 1967     GOOD             CGS
 GD0312  HISTORY     - 1999     GOOD             LOWE
 GD0312  HISTORY     - 20020820 GOOD             USACE
 GD0312
 GD0312                          STATION DESCRIPTION
 GD0312
 GD0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0312'2.6 MI N FROM MARTIN.
 GD0312'THE MARK IS ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL
 GD0312'RAILROAD FROM THE UNION STATION AT MARTIN, ABOUT 0.1 MILE NORTH
 GD0312'OF MILEPOST C 415, AT A PUBLIC GRAVELED ROAD CROSSING, 57 FEET
 GD0312'NORTHEAST OF THE CENTER OF THE CROSSING, 49.5 FEET EAST OF THE
 GD0312'EAST RAIL, 40 FEET NORTHWEST OF A CROSSING SIGN, 34 FEET NORTH OF
 GD0312'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 7 FEET EAST OF A
 GD0312'POWERLINE BRACE POLE, AND 1.9 FEET SOUTHEAST OF A LARGE OAK POST
 GD0312'WITH A METAL WITNESS SIGN ATTACHED.  THIS WITNESS SIGN WAS
 GD0312'ATTACHED TO THIS OAK POST AT THE REQUEST OF THE PROPERTY OWNER
 GD0312'OF THE LAND ALONG THE EAST SIDE OF THE TRACKS WHO KEEPS THE AREA
 GD0312'MOWED.  THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP
 GD0312'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 GD0312'AND THE DISK IS STAMPED X 173 1948.
 GD0312
 GD0312                          STATION RECOVERY (1999)
 GD0312
 GD0312'RECOVERY NOTE BY LOWE ENGINEERS 1999 (JDJ)
 GD0312'RECOVERY BY LOWE ENGINEERS 1999
 GD0312'RECOVERED IN GOOD CONDITION.
 GD0312' 
 GD0312'THE STATION IS LOCATED ABOUT 4.18 KM (2.6 MI) NORTH OF MARTIN, ABOUT
 GD0312'4.18 KM (2.6 MI) NORTH ALONG THE ICRR FROM THE SITE OF THE UNION
 GD0312'STATION AT MARTIN AND ABOUT 0.16 KM (0.1 MI) NORTH OF MILE POST 415.
 GD0312' 
 GD0312'TO REACH THE STATION FROM THE HIGHWAY 22 OVERPASS OF HIGHWAY
 GD0312'45E, GO NORTH ON HIGHWAY 45E FOR 1.61 KM (1.0 MI) TO STOVER ROAD, ON
 GD0312'THE RIGHT. STOVER ROAD IS THE FIRST PAVED ROAD CROSSING THE
 GD0312'RAILROAD ON THE RIGHT, NORTH OF HIGHWAY 22. TURN RIGHT ON STOVER
 GD0312'ROAD AND GO EAST 0.16 KM (0.1 MI). THE STATION IS ON THE LEFT,
 GD0312'IMMEDIATELY AFTER CROSSING THE RAILROAD TRACKS, IN A GROWN OVER
 GD0312'AREA NEAR A FENCE CORNER.
 GD0312' 
 GD0312'THE STATION IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 GD0312'ROUND CONCRETE POST THAT PROJECTS 0.13 M (0.42 FT) ABOVE THE
 GD0312'GROUND. THERE IS NO WITNESS POST. THE STATION IS 17.37 M (57.0 FT)
 GD0312'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND
 GD0312'RAILROAD CROSSING, 15.09 M (49.5 FT) EAST OF THE EAST RAIL,
 GD0312'APPROXIMATELY 10.36 M (34 FT) NORTH OF THE CENTER OF STOVER ROAD,
 GD0312'AND 2.13 M (7 FT) EAST OF THE UTILITY POLE. NOTE, THE STATION IS BEING
 GD0312'OVERGROWN BY BRUSH AND TREES AND WILL SOON BE UNSUITABLE FOR
 GD0312'GPS OCCUPATION WITHOUT CLEARING.
 GD0312' 
 GD0312' 
 GD0312'
 GD0312
 GD0312                          STATION RECOVERY (2002)
 GD0312
 GD0312'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0736 ***********************************************************************
 FE0736  DESIGNATION -  X 174
 FE0736  PID         -  FE0736
 FE0736  STATE/COUNTY-  TN/MADISON
 FE0736  USGS QUAD   -  WESTOVER (1981)
 FE0736
 FE0736                         *CURRENT SURVEY CONTROL
 FE0736  ___________________________________________________________________
 FE0736* NAD 83(1986)-  35 36 27.     (N)    088 53 28.     (W)     SCALED    
 FE0736* NAVD 88     -       127.142  (meters)     417.13   (feet)  ADJUSTED  
 FE0736  ___________________________________________________________________
 FE0736  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0736  DYNAMIC HT  -         127.028 (meters)     416.76  (feet)  COMP
 FE0736  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 FE0736
 FE0736  VERT ORDER  -  FIRST     CLASS II
 FE0736
 FE0736.The horizontal coordinates were scaled from a topographic map and have
 FE0736.an estimated accuracy of +/- 6 seconds.
 FE0736
 FE0736.The orthometric height was determined by differential leveling
 FE0736.and adjusted by the National Geodetic Survey in June 1991..
 FE0736
 FE0736.The geoid height was determined by GEOID03.
 FE0736
 FE0736.The dynamic height is computed by dividing the NAVD 88
 FE0736.geopotential number by the normal gravity value computed on the
 FE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0736.degrees latitude (g = 980.6199 gals.).
 FE0736
 FE0736.The modeled gravity was interpolated from observed gravity values.
 FE0736
 FE0736;                    North         East    Units  Estimated Accuracy
 FE0736;SPC TN       -   145,240.      338,090.      MT  (+/- 180 meters Scaled)
 FE0736
 FE0736                          SUPERSEDED SURVEY CONTROL
 FE0736
 FE0736  NGVD 29 (??/??/??)  127.177  (m)          417.25   (f) ADJUSTED    1 2
 FE0736
 FE0736.Superseded values are not recommended for survey control.
 FE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0736.See file dsdata.txt to determine how the superseded data were derived.
 FE0736
 FE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE287420(NAD 83)
 FE0736_MARKER: DB = BENCH MARK DISK
 FE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0736_STAMPING: X 174 1948
 FE0736_MARK LOGO: TVA   
 FE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0736+STABILITY: SURFACE MOTION
 FE0736
 FE0736  HISTORY     - Date     Condition        Report By
 FE0736  HISTORY     - 1948     MONUMENTED       CGS
 FE0736  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0736
 FE0736                          STATION DESCRIPTION
 FE0736
 FE0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0736'4.4 MI W FROM JACKSON.
 FE0736'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0736'AT JACKSON, ABOUT 75 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM
 FE0736'THE NORTHEAST CORNER OF MOORE BROS. GARAGE AND BODY SHOP, AT THE
 FE0736'JUNCTION OF A PRIVATE DRIVE NORTH TO A FARM HOUSE, AT THE
 FE0736'SOUTHEAST CORNER OF A CULTIVATED FIELD, 29 FEET NORTH OF THE
 FE0736'CENTER LINE OF THE HIGHWAY, 18.5 FEET WEST OF THE CENTER LINE
 FE0736'OF THE PRIVATE DRIVE, 34 FEET WEST AND ACROSS THE DRIVE FROM A
 FE0736'POWER POLE, 2 FEET SOUTHWEST OF A 6-INCH IRON PIPE FENCE CORNER
 FE0736'POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 FE0736'CONCRETE POST PROJECTING 2 INCHES.
 FE0736
 FE0736                          STATION RECOVERY (2002)
 FE0736
 FE0736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0736'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1194 ***********************************************************************
 FD1194  DESIGNATION -  X 175
 FD1194  PID         -  FD1194
 FD1194  STATE/COUNTY-  TN/PERRY
 FD1194  USGS QUAD   -  POPE (1973)
 FD1194
 FD1194                         *CURRENT SURVEY CONTROL
 FD1194  ___________________________________________________________________
 FD1194* NAD 83(1986)-  35 37 05.     (N)    087 54 24.     (W)     SCALED    
 FD1194* NAVD 88     -       156.648  (meters)     513.94   (feet)  ADJUSTED  
 FD1194  ___________________________________________________________________
 FD1194  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1194  DYNAMIC HT  -         156.508 (meters)     513.48  (feet)  COMP
 FD1194  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FD1194
 FD1194  VERT ORDER  -  FIRST     CLASS II
 FD1194
 FD1194.The horizontal coordinates were scaled from a topographic map and have
 FD1194.an estimated accuracy of +/- 6 seconds.
 FD1194
 FD1194.The orthometric height was determined by differential leveling
 FD1194.and adjusted by the National Geodetic Survey in June 1991..
 FD1194
 FD1194.The geoid height was determined by GEOID03.
 FD1194
 FD1194.The dynamic height is computed by dividing the NAVD 88
 FD1194.geopotential number by the normal gravity value computed on the
 FD1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1194.degrees latitude (g = 980.6199 gals.).
 FD1194
 FD1194.The modeled gravity was interpolated from observed gravity values.
 FD1194
 FD1194;                    North         East    Units  Estimated Accuracy
 FD1194;SPC TN       -   144,220.      427,280.      MT  (+/- 180 meters Scaled)
 FD1194
 FD1194                          SUPERSEDED SURVEY CONTROL
 FD1194
 FD1194  NGVD 29 (??/??/92)  156.651  (m)          513.95   (f) ADJ UNCH    1 2
 FD1194
 FD1194.Superseded values are not recommended for survey control.
 FD1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1194.See file dsdata.txt to determine how the superseded data were derived.
 FD1194
 FD1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE178419(NAD 83)
 FD1194_MARKER: DB = BENCH MARK DISK
 FD1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1194_STAMPING: X 175 1949
 FD1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1194+STABILITY: SURFACE MOTION
 FD1194
 FD1194  HISTORY     - Date     Condition        Report By
 FD1194  HISTORY     - 1949     MONUMENTED       CGS
 FD1194
 FD1194                          STATION DESCRIPTION
 FD1194
 FD1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1194'4.4 MI W FROM LINDEN.
 FD1194'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1194'COURT HOUSE AT LINDEN, ABOUT 0.15 MILE EAST OF A SMALL CEMETERY
 FD1194'NORTH OF HIGHWAY, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FD1194'35 FEET NORTH-NORTHWEST OF THE WEST END OF THE NORTH HEAD WALL
 FD1194'OF A 6-FOOT CONCRETE CULVERT, 1 FOOT SOUTHEAST OF A WIRE FENCE,
 FD1194'25 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE
 FD1194'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 FD1194'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1237 ***********************************************************************
 FD1237  DESIGNATION -  X 176
 FD1237  PID         -  FD1237
 FD1237  STATE/COUNTY-  TN/LEWIS
 FD1237  USGS QUAD   -  HOHENWALD (1991)
 FD1237
 FD1237                         *CURRENT SURVEY CONTROL
 FD1237  ___________________________________________________________________
 FD1237* NAD 83(1986)-  35 31 47.     (N)    087 34 33.     (W)     SCALED    
 FD1237* NAVD 88     -       247.023  (meters)     810.44   (feet)  ADJUSTED  
 FD1237  ___________________________________________________________________
 FD1237  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1237  DYNAMIC HT  -         246.793 (meters)     809.69  (feet)  COMP
 FD1237  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FD1237
 FD1237  VERT ORDER  -  FIRST     CLASS II
 FD1237
 FD1237.The horizontal coordinates were scaled from a topographic map and have
 FD1237.an estimated accuracy of +/- 6 seconds.
 FD1237
 FD1237.The orthometric height was determined by differential leveling
 FD1237.and adjusted by the National Geodetic Survey in June 1991..
 FD1237
 FD1237.The geoid height was determined by GEOID03.
 FD1237
 FD1237.The dynamic height is computed by dividing the NAVD 88
 FD1237.geopotential number by the normal gravity value computed on the
 FD1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1237.degrees latitude (g = 980.6199 gals.).
 FD1237
 FD1237.The modeled gravity was interpolated from observed gravity values.
 FD1237
 FD1237;                    North         East    Units  Estimated Accuracy
 FD1237;SPC TN       -   133,890.      457,090.      MT  (+/- 180 meters Scaled)
 FD1237
 FD1237                          SUPERSEDED SURVEY CONTROL
 FD1237
 FD1237  NGVD 29 (??/??/92)  246.999  (m)          810.36   (f) ADJ UNCH    1 2
 FD1237
 FD1237.Superseded values are not recommended for survey control.
 FD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1237.See file dsdata.txt to determine how the superseded data were derived.
 FD1237
 FD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE477319(NAD 83)
 FD1237_MARKER: DB = BENCH MARK DISK
 FD1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1237_SP_SET: ABUTMENT
 FD1237_STAMPING: X 176 1949
 FD1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1237
 FD1237  HISTORY     - Date     Condition        Report By
 FD1237  HISTORY     - 1949     MONUMENTED       CGS
 FD1237  HISTORY     - 1953     GOOD             NGS
 FD1237  HISTORY     - 1972     GOOD             TVA
 FD1237
 FD1237                          STATION DESCRIPTION
 FD1237
 FD1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1237'2 MI SW FROM HOHENWALD.
 FD1237'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE FIRST
 FD1237'NATIONAL BANK AT HOHENWALD, LEWIS COUNTY, AT A 120-FOOT CONCRETE
 FD1237'BRIDGE OVER A CREEK BED IN THE TOP OF THE SOUTHEAST END OF THE
 FD1237'SOUTHWEST ABUTMENT, 13.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FD1237'HIGHWAY, 1.2 FEET SOUTHEAST OF THE CONCRETE BANISTER, AND LEVEL
 FD1237'WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED X 176 1949.
 FD1237
 FD1237                          STATION RECOVERY (1972)
 FD1237
 FD1237'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0173 ***********************************************************************
 GD0173  CBN         -  This is a Cooperative Base Network Control Station.
 GD0173  DESIGNATION -  X 177
 GD0173  PID         -  GD0173
 GD0173  STATE/COUNTY-  TN/HENRY
 GD0173  USGS QUAD   -  OSAGE (1985)
 GD0173
 GD0173                         *CURRENT SURVEY CONTROL
 GD0173  ___________________________________________________________________
 GD0173* NAD 83(1995)-  36 17 30.12874(N)    088 29 33.01124(W)     ADJUSTED  
 GD0173* NAVD 88     -       135.736  (meters)     445.33   (feet)  ADJUSTED  
 GD0173  ___________________________________________________________________
 GD0173  X           -     135,405.811 (meters)                     COMP
 GD0173  Y           -  -5,145,212.104 (meters)                     COMP
 GD0173  Z           -   3,754,392.855 (meters)                     COMP
 GD0173  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GD0173  ELLIP HEIGHT-         107.49  (meters)          (08/03/04) GPS OBS
 GD0173  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0173  DYNAMIC HT  -         135.625 (meters)     444.96  (feet)  COMP
 GD0173  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 GD0173
 GD0173  HORZ ORDER  -  A
 GD0173  VERT ORDER  -  FIRST     CLASS II
 GD0173  ELLP ORDER  -  FOURTH    CLASS I
 GD0173
 GD0173.The horizontal coordinates were established by GPS observations
 GD0173.and adjusted by the National Geodetic Survey in August 2004..
 GD0173
 GD0173.The orthometric height was determined by differential leveling
 GD0173.and adjusted by the National Geodetic Survey in June 1991..
 GD0173
 GD0173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0173
 GD0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0173
 GD0173.The ellipsoidal height was determined by GPS observations
 GD0173.and is referenced to NAD 83.
 GD0173
 GD0173.The geoid height was determined by GEOID03.
 GD0173
 GD0173.The dynamic height is computed by dividing the NAVD 88
 GD0173.geopotential number by the normal gravity value computed on the
 GD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0173.degrees latitude (g = 980.6199 gals.).
 GD0173
 GD0173.The modeled gravity was interpolated from observed gravity values.
 GD0173
 GD0173;                    North         East     Units Scale Factor Converg.
 GD0173;SPC TN       -   220,133.055   376,125.901   MT  0.99998022   -1 27 33.2
 GD0173;SPC TN       -   722,219.86  1,234,006.39   sFT  0.99998022   -1 27 33.2
 GD0173;UTM  16      - 4,017,336.651   365,976.791   MT  0.99982131   -0 53 00.7
 GD0173
 GD0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0173!SPC TN       -   0.99998313  x   0.99998022  =   0.99996335
 GD0173!UTM  16      -   0.99998313  x   0.99982131  =   0.99980444
 GD0173
 GD0173                          SUPERSEDED SURVEY CONTROL
 GD0173
 GD0173  NAVD 88 (08/03/04)  135.74   (m)          445.3    (f) LEVELING    3  
 GD0173  NGVD 29 (??/??/??)  135.772  (m)          445.45   (f) ADJUSTED    1 2
 GD0173
 GD0173.Superseded values are not recommended for survey control.
 GD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0173.See file dsdata.txt to determine how the superseded data were derived.
 GD0173
 GD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6597717337(NAD 83)
 GD0173_MARKER: DB = BENCH MARK DISK
 GD0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0173_STAMPING: X 177 1949
 GD0173_MARK LOGO: CGS   
 GD0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0173+STABILITY: SURFACE MOTION
 GD0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0173+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD0173
 GD0173  HISTORY     - Date     Condition        Report By
 GD0173  HISTORY     - 1949     MONUMENTED       CGS
 GD0173  HISTORY     - 1968     GOOD             CGS
 GD0173  HISTORY     - 1971     GOOD             NGS
 GD0173  HISTORY     - 20031010 GOOD             TNDT
 GD0173
 GD0173                          STATION DESCRIPTION
 GD0173
 GD0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0173'1 MI E FROM COMO.
 GD0173'THE MARK IS ABOUT 1.0 MILE EAST ALONG STATE ROUTE 54 FROM THE
 GD0173'MAIN CROSSROAD IN COMO, AND ABOUT 9.4 MILES WEST ALONG STATE
 GD0173'ROUTE 54 FROM THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE
 GD0173'SQUARE IN PARIS.  IT IS 166 FEET EAST OF THE EAST GATE POST OF A
 GD0173'LARGE DOUBLE GATE, 126 FEET WEST OF A T FENCE CORNER POST, 40
 GD0173'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 10.5
 GD0173'FEET NORTH OF A UTILITY POLE, 2.0 FEET WEST OF A METAL WITNESS
 GD0173'POST AND SIGN, AND 1.0 FOOT SOUTH OF A FENCE.  IT IS A STANDARD
 GD0173'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD0173'PROJECTS 1 INCH AND THE DISK IS STAMPED X 177 1949.  NOTE-- C AND
 GD0173'GS POST AND SIGN AND MONUMENT.
 GD0173
 GD0173                          STATION RECOVERY (1971)
 GD0173
 GD0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0173'RECOVERED IN GOOD CONDITION.
 GD0173
 GD0173                          STATION RECOVERY (2003)
 GD0173
 GD0173'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD0173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0339 ***********************************************************************
 FD0339  DESIGNATION -  X 179
 FD0339  PID         -  FD0339
 FD0339  STATE/COUNTY-  TN/LINCOLN
 FD0339  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0339
 FD0339                         *CURRENT SURVEY CONTROL
 FD0339  ___________________________________________________________________
 FD0339* NAD 83(1986)-  35 10 59.     (N)    086 35 03.     (W)     SCALED    
 FD0339* NAVD 88     -       214.361  (meters)     703.28   (feet)  ADJUSTED  
 FD0339  ___________________________________________________________________
 FD0339  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0339  DYNAMIC HT  -         214.163 (meters)     702.63  (feet)  COMP
 FD0339  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FD0339
 FD0339  VERT ORDER  -  FIRST     CLASS II
 FD0339
 FD0339.The horizontal coordinates were scaled from a topographic map and have
 FD0339.an estimated accuracy of +/- 6 seconds.
 FD0339
 FD0339.The orthometric height was determined by differential leveling
 FD0339.and adjusted by the National Geodetic Survey in June 1991..
 FD0339
 FD0339.The geoid height was determined by GEOID03.
 FD0339
 FD0339.The dynamic height is computed by dividing the NAVD 88
 FD0339.geopotential number by the normal gravity value computed on the
 FD0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0339.degrees latitude (g = 980.6199 gals.).
 FD0339
 FD0339.The modeled gravity was interpolated from observed gravity values.
 FD0339
 FD0339;                    North         East    Units  Estimated Accuracy
 FD0339;SPC TN       -    94,440.      546,790.      MT  (+/- 180 meters Scaled)
 FD0339
 FD0339                          SUPERSEDED SURVEY CONTROL
 FD0339
 FD0339  NGVD 29 (??/??/92)  214.342  (m)          703.22   (f) ADJ UNCH    1 2
 FD0339
 FD0339.Superseded values are not recommended for survey control.
 FD0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0339.See file dsdata.txt to determine how the superseded data were derived.
 FD0339
 FD0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED378934(NAD 83)
 FD0339_MARKER: DB = BENCH MARK DISK
 FD0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0339_SP_SET: BRIDGE
 FD0339_STAMPING: X 179 1949
 FD0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0339
 FD0339  HISTORY     - Date     Condition        Report By
 FD0339  HISTORY     - 1949     MONUMENTED       CGS
 FD0339
 FD0339                          STATION DESCRIPTION
 FD0339
 FD0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0339'3.7 MI NW FROM FAYETTEVILLE.
 FD0339'2.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0339'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0339'FAYETTEVILLE, THENCE 0.85 MILE SOUTHWEST ALONG GRAVEL ROADS TO
 FD0339'THE JUNCTION OF STATE HIGHWAY 50 AND THE WILKS AIRPORT, AT THE
 FD0339'WILKS AIRPORT, SET IN THE TOP OF THE NORTH END OF THE WEST
 FD0339'CONCRETE CURBING OF A 30-FOOT CONCRETE BRIDGE ON STATE HIGHWAY 50,
 FD0339'49 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE STONE HANGAR,
 FD0339'16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF
 FD0339'THE NORTH END OF THE CURBING AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0234 ***********************************************************************
 GD0234  DESIGNATION -  X 18
 GD0234  PID         -  GD0234
 GD0234  STATE/COUNTY-  TN/CARROLL
 GD0234  USGS QUAD   -  BRUCETON (1987)
 GD0234
 GD0234                         *CURRENT SURVEY CONTROL
 GD0234  ___________________________________________________________________
 GD0234* NAD 83(1986)-  36 02 33.     (N)    088 14 45.     (W)     SCALED    
 GD0234* NAVD 88     -       125.462  (meters)     411.62   (feet)  ADJUSTED  
 GD0234  ___________________________________________________________________
 GD0234  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0234  DYNAMIC HT  -         125.355 (meters)     411.27  (feet)  COMP
 GD0234  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GD0234
 GD0234  VERT ORDER  -  FIRST     CLASS II
 GD0234
 GD0234.The horizontal coordinates were scaled from a topographic map and have
 GD0234.an estimated accuracy of +/- 6 seconds.
 GD0234
 GD0234.The orthometric height was determined by differential leveling
 GD0234.and adjusted by the National Geodetic Survey in June 1991..
 GD0234
 GD0234.The geoid height was determined by GEOID03.
 GD0234
 GD0234.The dynamic height is computed by dividing the NAVD 88
 GD0234.geopotential number by the normal gravity value computed on the
 GD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0234.degrees latitude (g = 980.6199 gals.).
 GD0234
 GD0234.The modeled gravity was interpolated from observed gravity values.
 GD0234
 GD0234;                    North         East    Units  Estimated Accuracy
 GD0234;SPC TN       -   191,950.      397,640.      MT  (+/- 180 meters Scaled)
 GD0234
 GD0234                          SUPERSEDED SURVEY CONTROL
 GD0234
 GD0234  NGVD 29 (??/??/??)  125.488  (m)          411.71   (f) ADJUSTED    1 2
 GD0234
 GD0234.Superseded values are not recommended for survey control.
 GD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0234.See file dsdata.txt to determine how the superseded data were derived.
 GD0234
 GD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE877893(NAD 83)
 GD0234_MARKER: DB = BENCH MARK DISK
 GD0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0234_STAMPING: X 18 1934 411.899
 GD0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0234+STABILITY: SURFACE MOTION
 GD0234
 GD0234  HISTORY     - Date     Condition        Report By
 GD0234  HISTORY     - 1934     MONUMENTED       CGS
 GD0234  HISTORY     - 1969     GOOD             CGS
 GD0234  HISTORY     - 1971     GOOD             NGS
 GD0234
 GD0234                          STATION DESCRIPTION
 GD0234
 GD0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0234'AT BRUCETON.
 GD0234'THE MARK IS IN A LANDSCAPED AREA AROUND THE TRAIN MASTERS OFFICE
 GD0234'AT THE BRUCETON DIVISION YARDS OF THE LOUISVILLE AND NASHVILLE
 GD0234'RAILROAD.  (THIS WAS FORMERLY THE OLD NASHVILLE, CHATTANOOGA
 GD0234'AND ST. LOUIS RAILROAD YARDS).  IT IS 111 FEET SOUTH-SOUTHEAST
 GD0234'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 72 FEET SOUTHWEST OF
 GD0234'THE APPROXIMATE CENTER OF MAPLE STREET, 43 FEET SOUTH-SOUTHEAST
 GD0234'OF THE APPROXIMATE CENTER OF A PAVED ENTRANCE BETWEEN TWO PARKING
 GD0234'LOTS, 36 FEET WEST OF A CONTROL SHACK AT POLE NO. 3882 OF THE
 GD0234'TELEGRAPH LINES, 36 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GD0234'OF THE TRAIN MASTERS OFFICE, AND 19 FEET SOUTHWEST OF THE
 GD0234'SOUTHWEST EDGE OF A CONCRETE SIDEWALK.  IT IS A STANDARD DISK
 GD0234'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD0234'AND THE DISK IS STAMPED X 18 1934 411.899.  DUE TO THE MARK
 GD0234'BEING IN A TENDED AND LANDSCAPED AREA, NO WITNESS POST WAS SET.
 GD0234
 GD0234                          STATION RECOVERY (1971)
 GD0234
 GD0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0304 ***********************************************************************
 FD0304  DESIGNATION -  X 180
 FD0304  PID         -  FD0304
 FD0304  STATE/COUNTY-  TN/MARSHALL
 FD0304  USGS QUAD   -  LEWISBURG (1981)
 FD0304
 FD0304                         *CURRENT SURVEY CONTROL
 FD0304  ___________________________________________________________________
 FD0304* NAD 83(1986)-  35 26 17.     (N)    086 46 21.     (W)     SCALED    
 FD0304* NAVD 88     -       240.625  (meters)     789.45   (feet)  ADJUSTED  
 FD0304  ___________________________________________________________________
 FD0304  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0304  DYNAMIC HT  -         240.406 (meters)     788.73  (feet)  COMP
 FD0304  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 FD0304
 FD0304  VERT ORDER  -  FIRST     CLASS II
 FD0304
 FD0304.The horizontal coordinates were scaled from a topographic map and have
 FD0304.an estimated accuracy of +/- 6 seconds.
 FD0304
 FD0304.The orthometric height was determined by differential leveling
 FD0304.and adjusted by the National Geodetic Survey in June 1991..
 FD0304
 FD0304.The geoid height was determined by GEOID03.
 FD0304
 FD0304.The dynamic height is computed by dividing the NAVD 88
 FD0304.geopotential number by the normal gravity value computed on the
 FD0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0304.degrees latitude (g = 980.6199 gals.).
 FD0304
 FD0304.The modeled gravity was interpolated from observed gravity values.
 FD0304
 FD0304;                    North         East    Units  Estimated Accuracy
 FD0304;SPC TN       -   122,850.      529,860.      MT  (+/- 180 meters Scaled)
 FD0304
 FD0304                          SUPERSEDED SURVEY CONTROL
 FD0304
 FD0304  NGVD 29 (??/??/92)  240.600  (m)          789.37   (f) ADJ UNCH    1 2
 FD0304
 FD0304.Superseded values are not recommended for survey control.
 FD0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0304.See file dsdata.txt to determine how the superseded data were derived.
 FD0304
 FD0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE206216(NAD 83)
 FD0304_MARKER: DB = BENCH MARK DISK
 FD0304_SETTING: 66 = SET IN ROCK OUTCROP
 FD0304_SP_SET: SET IN ROCK OUTCROP
 FD0304_STAMPING: X 180 1949
 FD0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0304+STABILITY: POSITION/ELEVATION WELL
 FD0304
 FD0304  HISTORY     - Date     Condition        Report By
 FD0304  HISTORY     - 1949     MONUMENTED       CGS
 FD0304  HISTORY     - 1966     MARK NOT FOUND   NGS
 FD0304
 FD0304                          STATION DESCRIPTION
 FD0304
 FD0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0304'1.4 MI SE FROM LEWISBURG.
 FD0304'1.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0304'LOUIS RAILWAY FROM THE STATION AT LEWISBURG, NEAR THE TOP OF A
 FD0304'GRADE, SET IN THE TOP OF A LARGE ROCK OUTCROP, 351 FEET WEST OF
 FD0304'THE WEST END OF A RAILWAY SIDING, 27 FEET SOUTH OF THE SOUTH RAIL,
 FD0304'25.8 FEET SOUTHEAST OF POLE NO. 65/14, 3 FEET SOUTH OF THE R/W
 FD0304'FENCE LINE, 2 FEET ABOVE THE TRACK AND SET IN A DRILL HOLE.
 FD0304
 FD0304                          STATION RECOVERY (1966)
 FD0304
 FD0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FD0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1403 ***********************************************************************
 GC1403  DESIGNATION -  X 181
 GC1403  PID         -  GC1403
 GC1403  STATE/COUNTY-  TN/CHEATHAM
 GC1403  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1403
 GC1403                         *CURRENT SURVEY CONTROL
 GC1403  ___________________________________________________________________
 GC1403* NAD 83(1986)-  36 19 26.     (N)    087 12 40.     (W)     SCALED    
 GC1403* NAVD 88     -       124.180  (meters)     407.41   (feet)  ADJUSTED  
 GC1403  ___________________________________________________________________
 GC1403  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1403  DYNAMIC HT  -         124.077 (meters)     407.08  (feet)  COMP
 GC1403  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 GC1403
 GC1403  VERT ORDER  -  FIRST     CLASS II
 GC1403
 GC1403.The horizontal coordinates were scaled from a topographic map and have
 GC1403.an estimated accuracy of +/- 6 seconds.
 GC1403
 GC1403.The orthometric height was determined by differential leveling
 GC1403.and adjusted by the National Geodetic Survey in June 1991..
 GC1403
 GC1403.The geoid height was determined by GEOID03.
 GC1403
 GC1403.The dynamic height is computed by dividing the NAVD 88
 GC1403.geopotential number by the normal gravity value computed on the
 GC1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1403.degrees latitude (g = 980.6199 gals.).
 GC1403
 GC1403.The modeled gravity was interpolated from observed gravity values.
 GC1403
 GC1403;                    North         East    Units  Estimated Accuracy
 GC1403;SPC TN       -   221,530.      491,250.      MT  (+/- 180 meters Scaled)
 GC1403
 GC1403                          SUPERSEDED SURVEY CONTROL
 GC1403
 GC1403  NGVD 29 (??/??/92)  124.239  (m)          407.61   (f) ADJ UNCH    1 2
 GC1403
 GC1403.Superseded values are not recommended for survey control.
 GC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1403.See file dsdata.txt to determine how the superseded data were derived.
 GC1403
 GC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF810198(NAD 83)
 GC1403_MARKER: DB = BENCH MARK DISK
 GC1403_SETTING: 66 = SET IN ROCK OUTCROP
 GC1403_SP_SET: ROCK CUT
 GC1403_STAMPING: X 181 1949
 GC1403_MARK LOGO: CGS   
 GC1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1403+STABILITY: POSITION/ELEVATION WELL
 GC1403
 GC1403  HISTORY     - Date     Condition        Report By
 GC1403  HISTORY     - 1949     MONUMENTED       CGS
 GC1403  HISTORY     - 1984     GOOD             NGS
 GC1403
 GC1403                          STATION DESCRIPTION
 GC1403
 GC1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1403'9 MI NW FROM ASHLAND CITY.
 GC1403'8.95 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY
 GC1403'FROM THE STATION AT ASHLAND CITY, 122 FEET NORTHWEST AND ACROSS
 GC1403'THE TRACK FROM MILE POST H 38, 153 YARDS SOUTHEAST OF THE SOUTHEAST
 GC1403'END OF 15-FOOT TRESTLE NO. 38-09 OVER A ROAD, 7.5 FEET NORTHEAST
 GC1403'OF THE NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF
 GC1403'A ROCK CUT, 203 FEET NORTHWEST OF THE NORTHWEST STAND FOR A RAIL
 GC1403'SUPPORT, AND ABOUT 1 FOOT ABOVE THE GROUND.
 GC1403
 GC1403                          STATION RECOVERY (1984)
 GC1403
 GC1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1403'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1128 ***********************************************************************
 GC1128  DESIGNATION -  X 182
 GC1128  PID         -  GC1128
 GC1128  STATE/COUNTY-  TN/MONTGOMERY
 GC1128  USGS QUAD   -  CLARKSVILLE (1984)
 GC1128
 GC1128                         *CURRENT SURVEY CONTROL
 GC1128  ___________________________________________________________________
 GC1128* NAD 83(1986)-  36 34 26.     (N)    087 21 35.     (W)     SCALED    
 GC1128* NAVD 88     -       148.403  (meters)     486.89   (feet)  ADJUSTED  
 GC1128  ___________________________________________________________________
 GC1128  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1128  DYNAMIC HT  -         148.280 (meters)     486.48  (feet)  COMP
 GC1128  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GC1128
 GC1128  VERT ORDER  -  FIRST     CLASS II
 GC1128
 GC1128.The horizontal coordinates were scaled from a topographic map and have
 GC1128.an estimated accuracy of +/- 6 seconds.
 GC1128
 GC1128.The orthometric height was determined by differential leveling
 GC1128.and adjusted by the National Geodetic Survey in June 1991..
 GC1128
 GC1128.The geoid height was determined by GEOID03.
 GC1128
 GC1128.The dynamic height is computed by dividing the NAVD 88
 GC1128.geopotential number by the normal gravity value computed on the
 GC1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1128.degrees latitude (g = 980.6199 gals.).
 GC1128
 GC1128.The modeled gravity was interpolated from observed gravity values.
 GC1128
 GC1128;                    North         East    Units  Estimated Accuracy
 GC1128;SPC TN       -   249,440.      478,300.      MT  (+/- 180 meters Scaled)
 GC1128
 GC1128                          SUPERSEDED SURVEY CONTROL
 GC1128
 GC1128  NGVD 29 (??/??/92)  148.466  (m)          487.09   (f) ADJ UNCH    1 2
 GC1128
 GC1128.Superseded values are not recommended for survey control.
 GC1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1128.See file dsdata.txt to determine how the superseded data were derived.
 GC1128
 GC1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF678476(NAD 83)
 GC1128_MARKER: DB = BENCH MARK DISK
 GC1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1128_STAMPING: X 182 1949
 GC1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1128+STABILITY: SURFACE MOTION
 GC1128
 GC1128  HISTORY     - Date     Condition        Report By
 GC1128  HISTORY     - 1949     MONUMENTED       CGS
 GC1128  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1128
 GC1128                          STATION DESCRIPTION
 GC1128
 GC1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1128'4.8 MI N FROM CLARKSVILLE.
 GC1128'4.85 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1128'STATION AT CLARKSVILLE, ABOUT 385 YARDS EAST OF THE EAST END OF
 GC1128'TALL TRESTLE NO. H 61-24 OVER A VALLEY, AT THE EAST END OF A CUT
 GC1128'AND WEST END OF A FILL AND AT A ROAD CROSSING, 49 FEET
 GC1128'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 56 FEET SOUTH OF THE
 GC1128'CENTER OF THE CROSSING, 1.5 FEET NORTH OF THE R/W FENCE LINE,
 GC1128'7.5 FEET WEST OF THE WEST POST OF A GATE, 73 FEET NORTHWEST
 GC1128'OF POWER POLE NO. 38, 7 FEET NORTHEAST OF POWER LINE, ABOUT
 GC1128'2 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1128'PROJECTING 4 INCHES.
 GC1128
 GC1128                          STATION RECOVERY (1984)
 GC1128
 GC1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1128'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0377 ***********************************************************************
 EE0377  DESIGNATION -  X 183
 EE0377  PID         -  EE0377
 EE0377  STATE/COUNTY-  TN/HAMILTON
 EE0377  USGS QUAD   -  HOOKER (1982)
 EE0377
 EE0377                         *CURRENT SURVEY CONTROL
 EE0377  ___________________________________________________________________
 EE0377* NAD 83(1986)-  34 59 13.     (N)    085 24 14.     (W)     SCALED    
 EE0377* NAVD 88     -       233.831  (meters)     767.16   (feet)  ADJUSTED  
 EE0377  ___________________________________________________________________
 EE0377  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0377  DYNAMIC HT  -         233.600 (meters)     766.40  (feet)  COMP
 EE0377  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 EE0377
 EE0377  VERT ORDER  -  FIRST     CLASS II
 EE0377
 EE0377.The horizontal coordinates were scaled from a topographic map and have
 EE0377.an estimated accuracy of +/- 6 seconds.
 EE0377
 EE0377.The orthometric height was determined by differential leveling
 EE0377.and adjusted by the National Geodetic Survey in June 1991..
 EE0377
 EE0377.The geoid height was determined by GEOID03.
 EE0377
 EE0377.The dynamic height is computed by dividing the NAVD 88
 EE0377.geopotential number by the normal gravity value computed on the
 EE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0377.degrees latitude (g = 980.6199 gals.).
 EE0377
 EE0377.The modeled gravity was interpolated from observed gravity values.
 EE0377
 EE0377;                    North         East    Units  Estimated Accuracy
 EE0377;SPC TN       -    72,690.      654,430.      MT  (+/- 180 meters Scaled)
 EE0377
 EE0377                          SUPERSEDED SURVEY CONTROL
 EE0377
 EE0377  NGVD 29 (??/??/92)  233.846  (m)          767.21   (f) ADJ UNCH    1 2
 EE0377
 EE0377.Superseded values are not recommended for survey control.
 EE0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0377.See file dsdata.txt to determine how the superseded data were derived.
 EE0377
 EE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD456727(NAD 83)
 EE0377_MARKER: DB = BENCH MARK DISK
 EE0377_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 EE0377_STAMPING: X 183 1950
 EE0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0377
 EE0377  HISTORY     - Date     Condition        Report By
 EE0377  HISTORY     - 1950     MONUMENTED       CGS
 EE0377  HISTORY     - 1963     GOOD             NGS
 EE0377  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0377
 EE0377                          STATION DESCRIPTION
 EE0377
 EE0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0377'1 MI NNW FROM WILDWOOD.
 EE0377'ABOUT A MILE AIR LINE NNW FROM THE HWY. CENTER OF SETTLEMENT OF
 EE0377'WILDWOOD OR ABOUT 0.7 MILE WESTERLY FROM THE LOUISVILLE AND
 EE0377'NASHVILLE RAILROAD HIGH STEEL BRIDGE OVER NO. 11 U.S. HWY.
 EE0377'AND ALABAMA GREAT SOUTHERN RAILROAD ABOUT 0.1 MILE S OF
 EE0377'ALABAMA-GEORGIA BOUNDARY (A TRACK ROAD PARALLELS THE L. AND N. RR)
 EE0377'TO THE JUNCTION OF L. AND N. MAIN LINE DOUBLE TRACKS AND THE
 EE0377'FREIGHT LEAD AT WILDWOOD FLAG STOP, ABOUT 215 YARDS NE OF THE
 EE0377'MOST NORTHEASTERLY ONE OF THREE SWITCH FROGS AT THE JUNCTION,
 EE0377'129 FEET SW OF SW END OF 18-INCH CONCRETE PIPE CULVERT UNDER
 EE0377'ABANDONED PRIVATE ROAD ON SE SIDE OF THE RAILROAD, ABOUT 15 YARDS
 EE0377'NE OF NO. 143/15 CREOSOTED TELEPHONE POLE WHICH IS ON CUT
 EE0377'SLOPE AT DEEPEST POINT OF ESTIMATED 15-FOOT CUT, 9.5 FEET SW
 EE0377'OF SW RAIL OF MAIN LINE DOUBLE TRACKS, 0.5 FOOT HIGHER THAN THE
 EE0377'SAME, ONE FOOT SW OF AN APPARENT BLAST-HOLE SEAM AND SMALL-ANGLE
 EE0377'VERTEX IN THE ROCK WALL, ABOUT 3 FEET ABOVE THE BOTTOM OF DITCH,
 EE0377'SET FACE-VERTICAL IN THE ROCK.
 EE0377
 EE0377                          STATION RECOVERY (1983)
 EE0377
 EE0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0377'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1087 ***********************************************************************
 FC1087  DESIGNATION -  X 184
 FC1087  PID         -  FC1087
 FC1087  STATE/COUNTY-  TN/HAMILTON
 FC1087  USGS QUAD   -  SODDY (1972)
 FC1087
 FC1087                         *CURRENT SURVEY CONTROL
 FC1087  ___________________________________________________________________
 FC1087* NAD 83(1986)-  35 17 21.     (N)    085 10 06.     (W)     SCALED    
 FC1087* NAVD 88     -       235.384  (meters)     772.26   (feet)  ADJUSTED  
 FC1087  ___________________________________________________________________
 FC1087  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1087  DYNAMIC HT  -         235.149 (meters)     771.48  (feet)  COMP
 FC1087  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 FC1087
 FC1087  VERT ORDER  -  FIRST     CLASS II
 FC1087
 FC1087.The horizontal coordinates were scaled from a topographic map and have
 FC1087.an estimated accuracy of +/- 6 seconds.
 FC1087
 FC1087.The orthometric height was determined by differential leveling
 FC1087.and adjusted by the National Geodetic Survey in June 1991..
 FC1087
 FC1087.The geoid height was determined by GEOID03.
 FC1087
 FC1087.The dynamic height is computed by dividing the NAVD 88
 FC1087.geopotential number by the normal gravity value computed on the
 FC1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1087.degrees latitude (g = 980.6199 gals.).
 FC1087
 FC1087.The modeled gravity was interpolated from observed gravity values.
 FC1087
 FC1087;                    North         East    Units  Estimated Accuracy
 FC1087;SPC TN       -   106,370.      675,650.      MT  (+/- 180 meters Scaled)
 FC1087
 FC1087                          SUPERSEDED SURVEY CONTROL
 FC1087
 FC1087  NGVD 29 (??/??/92)  235.428  (m)          772.40   (f) ADJ UNCH    1 2
 FC1087
 FC1087.Superseded values are not recommended for survey control.
 FC1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1087.See file dsdata.txt to determine how the superseded data were derived.
 FC1087
 FC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE665066(NAD 83)
 FC1087_MARKER: DB = BENCH MARK DISK
 FC1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1087_STAMPING: X 184 1950
 FC1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1087+STABILITY: SURFACE MOTION
 FC1087
 FC1087  HISTORY     - Date     Condition        Report By
 FC1087  HISTORY     - 1950     MONUMENTED       CGS
 FC1087  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1087
 FC1087                          STATION DESCRIPTION
 FC1087
 FC1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1087'AT SODDY.
 FC1087'AT SODDY, ALONG THE SOUTHERN RAILWAY, 203 FEET NORTHEAST AND
 FC1087'ACROSS THE TRACK AND ROAD FROM THE EAST CORNER OF RATHBURN
 FC1087'STATION, 229 1/2 FEET SOUTH AND ACROSS THE TRACK FROM MILE POST
 FC1087'317, 82 FEET EAST OF THE CENTER OF THE CROSSING OF THE MAIN
 FC1087'TRACK AND A ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC1087'ROAD, 70 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 FC1087'40 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 74
 FC1087'FEET NORTH OF THE NORTH CORNER OF RATHBURN APARTMENT HOUSE, 1 1/2
 FC1087'FEET NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT 4 FEET BELOW
 FC1087'THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1087'3 INCHES.
 FC1087
 FC1087                          STATION RECOVERY (1972)
 FC1087
 FC1087'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0064 ***********************************************************************
 FD0064  DESIGNATION -  X 185
 FD0064  PID         -  FD0064
 FD0064  STATE/COUNTY-  TN/RUTHERFORD
 FD0064  USGS QUAD   -  DILLTON (1975)
 FD0064
 FD0064                         *CURRENT SURVEY CONTROL
 FD0064  ___________________________________________________________________
 FD0064* NAD 83(1986)-  35 51 02.     (N)    086 22 15.     (W)     SCALED    
 FD0064* NAVD 88     -       190.921  (meters)     626.38   (feet)  ADJUSTED  
 FD0064  ___________________________________________________________________
 FD0064  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0064  DYNAMIC HT  -         190.754 (meters)     625.83  (feet)  COMP
 FD0064  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0064
 FD0064  VERT ORDER  -  FIRST     CLASS II
 FD0064
 FD0064.The horizontal coordinates were scaled from a topographic map and have
 FD0064.an estimated accuracy of +/- 6 seconds.
 FD0064
 FD0064.The orthometric height was determined by differential leveling
 FD0064.and adjusted by the National Geodetic Survey in June 1991..
 FD0064
 FD0064.The geoid height was determined by GEOID03.
 FD0064
 FD0064.The dynamic height is computed by dividing the NAVD 88
 FD0064.geopotential number by the normal gravity value computed on the
 FD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0064.degrees latitude (g = 980.6199 gals.).
 FD0064
 FD0064.The modeled gravity was interpolated from observed gravity values.
 FD0064
 FD0064;                    North         East    Units  Estimated Accuracy
 FD0064;SPC TN       -   168,400.      566,500.      MT  (+/- 180 meters Scaled)
 FD0064
 FD0064                          SUPERSEDED SURVEY CONTROL
 FD0064
 FD0064  NGVD 29 (??/??/92)  190.931  (m)          626.41   (f) ADJ UNCH    1 2
 FD0064
 FD0064.Superseded values are not recommended for survey control.
 FD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0064.See file dsdata.txt to determine how the superseded data were derived.
 FD0064
 FD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE568675(NAD 83)
 FD0064_MARKER: DB = BENCH MARK DISK
 FD0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0064_STAMPING: X 185 1949
 FD0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0064+STABILITY: SURFACE MOTION
 FD0064
 FD0064  HISTORY     - Date     Condition        Report By
 FD0064  HISTORY     - 1949     MONUMENTED       CGS
 FD0064  HISTORY     - 1958     GOOD             NGS
 FD0064  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0064
 FD0064                          STATION DESCRIPTION
 FD0064
 FD0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0064'AT MURFREESBORO.
 FD0064'AT MURFREESBORO, ABOUT 1.05 MILES EAST ALONG EAST MAIN STREET
 FD0064'FROM THE COURT HOUSE, THENCE ABOUT 0.5 MILE NORTH ALONG NORTH
 FD0064'BOULEVARD, AT THE MIDDLE TENNESSEE STATE TEACHERS COLLEGE
 FD0064'GYMNASIUM (UNDER CONSTRUCTION IN 1949), 173 FEET SOUTHWEST OF THE
 FD0064'SOUTHWEST CORNER OF THE GYMNASIUM, 75 FEET NORTHEAST OF THE
 FD0064'CENTER OF THE JUNCTION OF NORTH BOULEVARD AND A ROAD EAST TO
 FD0064'THE COLLEGE AIRPORT, 60 FEET EAST OF THE CENTER LINE OF NORTH
 FD0064'BOULEVARD, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE STREET
 FD0064'EAST TO AIRPORT, 6 FEET WEST OF POWER POLE NO. MED 3184, 6 1/2
 FD0064'FEET EAST OF POWER POLE NO. MED 3183, 1 1/2 FEET WEST OF A
 FD0064'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE NORTH BOULEVARD AND
 FD0064'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FD0064
 FD0064                          STATION RECOVERY (1958)
 FD0064
 FD0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FD0064'RECOVERED IN GOOD CONDITION.
 FD0064
 FD0064                          STATION RECOVERY (2001)
 FD0064
 FD0064'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0423 ***********************************************************************
 GC0423  DESIGNATION -  X 186
 GC0423  PID         -  GC0423
 GC0423  STATE/COUNTY-  TN/RUTHERFORD
 GC0423  USGS QUAD   -  LA VERGNE (1983)
 GC0423
 GC0423                         *CURRENT SURVEY CONTROL
 GC0423  ___________________________________________________________________
 GC0423* NAD 83(1986)-  36 00 54.     (N)    086 34 02.     (W)     SCALED    
 GC0423* NAVD 88     -       180.425  (meters)     591.94   (feet)  ADJUSTED  
 GC0423  ___________________________________________________________________
 GC0423  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0423  DYNAMIC HT  -         180.270 (meters)     591.44  (feet)  COMP
 GC0423  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0423
 GC0423  VERT ORDER  -  FIRST     CLASS II
 GC0423
 GC0423.The horizontal coordinates were scaled from a topographic map and have
 GC0423.an estimated accuracy of +/- 6 seconds.
 GC0423
 GC0423.The orthometric height was determined by differential leveling
 GC0423.and adjusted by the National Geodetic Survey in June 1991..
 GC0423
 GC0423.The geoid height was determined by GEOID03.
 GC0423
 GC0423.The dynamic height is computed by dividing the NAVD 88
 GC0423.geopotential number by the normal gravity value computed on the
 GC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0423.degrees latitude (g = 980.6199 gals.).
 GC0423
 GC0423.The modeled gravity was interpolated from observed gravity values.
 GC0423
 GC0423;                    North         East    Units  Estimated Accuracy
 GC0423;SPC TN       -   186,730.      548,870.      MT  (+/- 180 meters Scaled)
 GC0423
 GC0423                          SUPERSEDED SURVEY CONTROL
 GC0423
 GC0423  NGVD 29 (??/??/92)  180.444  (m)          592.01   (f) ADJ UNCH    1 2
 GC0423
 GC0423.Superseded values are not recommended for survey control.
 GC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0423.See file dsdata.txt to determine how the superseded data were derived.
 GC0423
 GC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE389856(NAD 83)
 GC0423_MARKER: DB = BENCH MARK DISK
 GC0423_SETTING: 66 = SET IN ROCK OUTCROP
 GC0423_SP_SET: ROCK CUT
 GC0423_STAMPING: X 186 1949
 GC0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0423+STABILITY: POSITION/ELEVATION WELL
 GC0423
 GC0423  HISTORY     - Date     Condition        Report By
 GC0423  HISTORY     - 1949     MONUMENTED       CGS
 GC0423
 GC0423                          STATION DESCRIPTION
 GC0423
 GC0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0423'0.7 MI SE FROM LA VERGNE.
 GC0423'0.7 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0423'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, SET IN A ROCK
 GC0423'SHELF ON A ROCK CUT ON GRADE DESCENDING WEST, 317 FEET EAST OF
 GC0423'A RAILROAD BATTERY CASE, 93 1/2 FEET NORTHEAST AND ACROSS THE
 GC0423'TRACK FROM A 14-INCH ELM TREE, 81 FEET SOUTHWEST OF POLE 16/15,
 GC0423'8 1/2 FEET NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH THE
 GC0423'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0394 ***********************************************************************
 GC0394  DESIGNATION -  X 187
 GC0394  PID         -  GC0394
 GC0394  STATE/COUNTY-  TN/DAVIDSON
 GC0394  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0394
 GC0394                         *CURRENT SURVEY CONTROL
 GC0394  ___________________________________________________________________
 GC0394* NAD 83(1986)-  36 09 20.     (N)    086 47 04.     (W)     SCALED    
 GC0394* NAVD 88     -       141.125  (meters)     463.01   (feet)  ADJUSTED  
 GC0394  ___________________________________________________________________
 GC0394  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0394  DYNAMIC HT  -         141.004 (meters)     462.61  (feet)  COMP
 GC0394  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0394
 GC0394  VERT ORDER  -  FIRST     CLASS II
 GC0394
 GC0394.The horizontal coordinates were scaled from a topographic map and have
 GC0394.an estimated accuracy of +/- 6 seconds.
 GC0394
 GC0394.The orthometric height was determined by differential leveling
 GC0394.and adjusted by the National Geodetic Survey in June 1991..
 GC0394
 GC0394.The geoid height was determined by GEOID03.
 GC0394
 GC0394.The dynamic height is computed by dividing the NAVD 88
 GC0394.geopotential number by the normal gravity value computed on the
 GC0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0394.degrees latitude (g = 980.6199 gals.).
 GC0394
 GC0394.The modeled gravity was interpolated from observed gravity values.
 GC0394
 GC0394;                    North         East    Units  Estimated Accuracy
 GC0394;SPC TN       -   202,460.      529,410.      MT  (+/- 180 meters Scaled)
 GC0394
 GC0394                          SUPERSEDED SURVEY CONTROL
 GC0394
 GC0394  NGVD 29 (??/??/92)  141.150  (m)          463.09   (f) ADJ UNCH    1 2
 GC0394
 GC0394.Superseded values are not recommended for survey control.
 GC0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0394.See file dsdata.txt to determine how the superseded data were derived.
 GC0394
 GC0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF193012(NAD 83)
 GC0394_MARKER: DB = BENCH MARK DISK
 GC0394_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0394+WITH SETTING: PAVEMENT
 GC0394_STAMPING: X 187 1949
 GC0394_MARK LOGO: CGS   
 GC0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0394+STABILITY: SURFACE MOTION
 GC0394
 GC0394  HISTORY     - Date     Condition        Report By
 GC0394  HISTORY     - 1949     MONUMENTED       CGS
 GC0394  HISTORY     - 1960     GOOD             NGS
 GC0394  HISTORY     - 1984     GOOD             NGS
 GC0394
 GC0394                          STATION DESCRIPTION
 GC0394
 GC0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0394'AT NASHVILLE.
 GC0394'AT NASHVILLE, ABOUT 150 YARDS SOUTH OF THE UNION STATION, AT THE
 GC0394'OVERPASS OF DEMONBREUM STREET OVER THE TRACKS, SET IN THE TOP OF
 GC0394'THE SOUTHEAST CORNER OF THE SOUTH LEG FOUNDATION OF THE FIRST PIER
 GC0394'WEST OF THE SOUTHWEST CORNER OF LONG SHED EXTENDING SOUTH FROM
 GC0394'UNION STATION, AND LEVEL WITH THE TRACKS.
 GC0394
 GC0394                          STATION RECOVERY (1960)
 GC0394
 GC0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0394'RECOVERED IN GOOD CONDITION.
 GC0394
 GC0394                          STATION RECOVERY (1984)
 GC0394
 GC0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0394'RECOVERED IN GOOD CONDITION.
 GC0394'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1136 ***********************************************************************
 GC1136  DESIGNATION -  X 188
 GC1136  PID         -  GC1136
 GC1136  STATE/COUNTY-  TN/MONTGOMERY
 GC1136  USGS QUAD   -  CLARKSVILLE (1984)
 GC1136
 GC1136                         *CURRENT SURVEY CONTROL
 GC1136  ___________________________________________________________________
 GC1136* NAD 83(1986)-  36 32 05.     (N)    087 20 20.     (W)     SCALED    
 GC1136* NAVD 88     -       138.776  (meters)     455.30   (feet)  ADJUSTED  
 GC1136  ___________________________________________________________________
 GC1136  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1136  DYNAMIC HT  -         138.661 (meters)     454.92  (feet)  COMP
 GC1136  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GC1136
 GC1136  VERT ORDER  -  FIRST     CLASS II
 GC1136
 GC1136.The horizontal coordinates were scaled from a topographic map and have
 GC1136.an estimated accuracy of +/- 6 seconds.
 GC1136
 GC1136.The orthometric height was determined by differential leveling
 GC1136.and adjusted by the National Geodetic Survey in June 1991..
 GC1136
 GC1136.The geoid height was determined by GEOID03.
 GC1136
 GC1136.The dynamic height is computed by dividing the NAVD 88
 GC1136.geopotential number by the normal gravity value computed on the
 GC1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1136.degrees latitude (g = 980.6199 gals.).
 GC1136
 GC1136.The modeled gravity was interpolated from observed gravity values.
 GC1136
 GC1136;                    North         East    Units  Estimated Accuracy
 GC1136;SPC TN       -   245,070.      480,100.      MT  (+/- 180 meters Scaled)
 GC1136
 GC1136                          SUPERSEDED SURVEY CONTROL
 GC1136
 GC1136  NGVD 29 (??/??/92)  138.847  (m)          455.53   (f) ADJ UNCH    1 2
 GC1136
 GC1136.Superseded values are not recommended for survey control.
 GC1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1136.See file dsdata.txt to determine how the superseded data were derived.
 GC1136
 GC1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF696433(NAD 83)
 GC1136_MARKER: DB = BENCH MARK DISK
 GC1136_SETTING: 66 = SET IN ROCK OUTCROP
 GC1136_SP_SET: ROCK OUTCROP
 GC1136_STAMPING: X 188 1949
 GC1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1136+STABILITY: POSITION/ELEVATION WELL
 GC1136
 GC1136  HISTORY     - Date     Condition        Report By
 GC1136  HISTORY     - 1949     MONUMENTED       CGS
 GC1136  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1136  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1136
 GC1136                          STATION DESCRIPTION
 GC1136
 GC1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1136'AT CLARKSVILLE.
 GC1136'AT CLARKSVILLE, ABOUT 0.6 MILE NORTHEAST ALONG THE LOUISVILLE AND
 GC1136'NASHVILLE RAILROAD FROM THE STATION, ABOUT 95 YARDS NORTHEAST
 GC1136'OF A BLACK TOP STREET CROSSING, DIRECTLY ACROSS FROM ABOUT THE CENTER
 GC1136'OF THE CONCRETE STAND SUPPORTING 6 LARGE STORAGE TANKS AT THE
 GC1136'GULF REFINING CO. BULK PLANT, AT 2 SWITCH STANDS FOR SPUR TRACKS
 GC1136'LEADING NORTHEAST AND SOUTHWEST, SET IN AN OUTCROP OF ROCK IN
 GC1136'DITCH, 6.5 FEET WEST OF THE SWITCH FOR SIDE TRACK SOUTHWEST,
 GC1136'9 FEET WEST-SOUTHWEST OF SWITCH FOR SIDE TRACK NORTHEAST, 21 FEET
 GC1136'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK AND ABOUT 1 FOOT
 GC1136'BELOW THE TRACK.
 GC1136
 GC1136                          STATION RECOVERY (1957)
 GC1136
 GC1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1136'MARK NOT FOUND.
 GC1136
 GC1136                          STATION RECOVERY (1984)
 GC1136
 GC1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1136'SEARCHED FOR BUT NOT RECOVERED, THE AREA HAS BEEN FILLED IN AND IS NOW
 GC1136'AN ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0477 ***********************************************************************
 GB0477  DESIGNATION -  X 189
 GB0477  PID         -  GB0477
 GB0477  STATE/COUNTY-  TN/ANDERSON
 GB0477  USGS QUAD   -  POWELL (1976)
 GB0477
 GB0477                         *CURRENT SURVEY CONTROL
 GB0477  ___________________________________________________________________
 GB0477* NAD 83(1986)-  36 04 10.     (N)    084 06 17.     (W)     SCALED    
 GB0477* NAVD 88     -       298.433  (meters)     979.11   (feet)  ADJUSTED  
 GB0477  ___________________________________________________________________
 GB0477  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0477  DYNAMIC HT  -         298.159 (meters)     978.21  (feet)  COMP
 GB0477  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 GB0477
 GB0477  VERT ORDER  -  FIRST     CLASS I
 GB0477
 GB0477.The horizontal coordinates were scaled from a topographic map and have
 GB0477.an estimated accuracy of +/- 6 seconds.
 GB0477
 GB0477.The orthometric height was determined by differential leveling
 GB0477.and adjusted by the National Geodetic Survey in June 1991..
 GB0477
 GB0477.The geoid height was determined by GEOID03.
 GB0477
 GB0477.The dynamic height is computed by dividing the NAVD 88
 GB0477.geopotential number by the normal gravity value computed on the
 GB0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0477.degrees latitude (g = 980.6199 gals.).
 GB0477
 GB0477.The modeled gravity was interpolated from observed gravity values.
 GB0477
 GB0477;                    North         East    Units  Estimated Accuracy
 GB0477;SPC TN       -   194,270.      770,720.      MT  (+/- 180 meters Scaled)
 GB0477
 GB0477                          SUPERSEDED SURVEY CONTROL
 GB0477
 GB0477  NGVD 29 (??/??/92)  298.559  (m)          979.52   (f) ADJ UNCH    1 1
 GB0477
 GB0477.Superseded values are not recommended for survey control.
 GB0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0477.See file dsdata.txt to determine how the superseded data were derived.
 GB0477
 GB0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE607955(NAD 83)
 GB0477_MARKER: DB = BENCH MARK DISK
 GB0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0477_STAMPING: X 189 1950
 GB0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0477+STABILITY: SURFACE MOTION
 GB0477
 GB0477  HISTORY     - Date     Condition        Report By
 GB0477  HISTORY     - 1950     MONUMENTED       CGS
 GB0477  HISTORY     - 1967     GOOD             NGS
 GB0477  HISTORY     - 1973     GOOD             LOCSUR
 GB0477
 GB0477                          STATION DESCRIPTION
 GB0477
 GB0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0477'4.4 MI SE FROM CLINTON.
 GB0477'ABOUT 4.4 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0477'STATION A CLINTON, ABOUT 0.3 MILE WEST OF MILEPOST 16, AT THE
 GB0477'OUTSIDE OF A CURVE, 104 FEET NORTHWEST AND ACROSS THE TRACK FROM A
 GB0477'3-INCH METAL POST SUPPORTING A TELEPHONE, 35 1/2 FEET WEST OF A
 GB0477'TELEPHONE POLE WITH A GUY WIRE, 24 FEET NORTH OF THE NORTH RAIL,
 GB0477'18 FEET WEST OF A 4-INCH CEDAR TREE, 1 1/2 FEET NORTH OF A FENCE,
 GB0477'2.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 GB0477'TRACK ADN SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB0477'ABOVE THE LEVEL OF THE GROUND.
 GB0477
 GB0477                          STATION RECOVERY (1973)
 GB0477
 GB0477'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0761 ***********************************************************************
 FE0761  DESIGNATION -  X 19
 FE0761  PID         -  FE0761
 FE0761  STATE/COUNTY-  TN/MADISON
 FE0761  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0761
 FE0761                         *CURRENT SURVEY CONTROL
 FE0761  ___________________________________________________________________
 FE0761* NAD 83(1986)-  35 36 30.     (N)    088 48 07.     (W)     SCALED    
 FE0761* NAVD 88     -       116.894  (meters)     383.51   (feet)  ADJUSTED  
 FE0761  ___________________________________________________________________
 FE0761  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0761  DYNAMIC HT  -         116.790 (meters)     383.17  (feet)  COMP
 FE0761  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 FE0761
 FE0761  VERT ORDER  -  SECOND    CLASS 0
 FE0761
 FE0761.The horizontal coordinates were scaled from a topographic map and have
 FE0761.an estimated accuracy of +/- 6 seconds.
 FE0761
 FE0761.The orthometric height was determined by differential leveling
 FE0761.and adjusted by the National Geodetic Survey in June 1991..
 FE0761
 FE0761.The geoid height was determined by GEOID03.
 FE0761
 FE0761.The dynamic height is computed by dividing the NAVD 88
 FE0761.geopotential number by the normal gravity value computed on the
 FE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0761.degrees latitude (g = 980.6199 gals.).
 FE0761
 FE0761.The modeled gravity was interpolated from observed gravity values.
 FE0761
 FE0761;                    North         East    Units  Estimated Accuracy
 FE0761;SPC TN       -   145,090.      346,170.      MT  (+/- 180 meters Scaled)
 FE0761
 FE0761                          SUPERSEDED SURVEY CONTROL
 FE0761
 FE0761  NGVD 29 (??/??/??)  116.927  (m)          383.62   (f) ADJUSTED    2 0
 FE0761
 FE0761.Superseded values are not recommended for survey control.
 FE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0761.See file dsdata.txt to determine how the superseded data were derived.
 FE0761
 FE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE367420(NAD 83)
 FE0761_MARKER: DB = BENCH MARK DISK
 FE0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0761_STAMPING: 383.713 X 19 1934
 FE0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0761+STABILITY: SURFACE MOTION
 FE0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0761+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0761
 FE0761  HISTORY     - Date     Condition        Report By
 FE0761  HISTORY     - 1934     MONUMENTED       CGS
 FE0761  HISTORY     - 1937     GOOD             CGS
 FE0761  HISTORY     - 1985     GOOD             NGS
 FE0761  HISTORY     - 20020909 GOOD             USACE
 FE0761
 FE0761                          STATION DESCRIPTION
 FE0761
 FE0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0761'0.6 MI E FROM JACKSON.
 FE0761'0.6 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0761'RAILWAY FROM JACKSON, MADISON COUNTY, 14-1/2 POLES WEST OF
 FE0761'MILEPOST 143, OPPOSITE SURVEY STATION 7561+76, AT THE CROSSING
 FE0761'OF BELMONT AVENUE, 60 FEET WEST OF BELMONT AVENUE, 49.5 FEET
 FE0761'NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE
 FE0761'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 383.713 X 19 1934
 FE0761'AND SET IN THE TOP OF A CONCRETE POST.
 FE0761
 FE0761                          STATION RECOVERY (1985)
 FE0761
 FE0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0761'THE NORTHEAST CORNER OF THE MONUMENT IS BROKEN OFF. NEW DESC: FROM
 FE0761'THE JUNCTION OF HIGLAND AVENUE AND CHESTER STREET IN DOWNTOWN
 FE0761'JACKSON. GO 1.6 KM (1.0 MI) EAST OF CHESTR STREET TO BELMONT AVENUE,
 FE0761'THEN SOUTH 0.4 KM (0.25 MI) ON BELMONT AVENUE TO THE NASHVILLE,
 FE0761'CHATTANOOGA AND ST. LOUIS RAILWAY AND THE MARK 18.3 METERS (60 FT)
 FE0761'WEST OF THE CENTERLINE OF BELMONT AVENUE, 15.2 METERS (50 FT) NORTH
 FE0761'OF THE CENTERLINE OF THE TRACKS, AND 0.3 METERS (1.0 FT) NORTH (NOT
 FE0761'SOUTH AS STATED IN THE ORIGINAL DESC) ON THE RIGHT-OF -WAY FENCE.
 FE0761
 FE0761                          STATION RECOVERY (2002)
 FE0761
 FE0761'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0516 ***********************************************************************
 GB0516  DESIGNATION -  X 190
 GB0516  PID         -  GB0516
 GB0516  STATE/COUNTY-  TN/ANDERSON
 GB0516  USGS QUAD   -  WINDROCK (1975)
 GB0516
 GB0516                         *CURRENT SURVEY CONTROL
 GB0516  ___________________________________________________________________
 GB0516* NAD 83(1986)-  36 02 48.     (N)    084 18 57.     (W)     SCALED    
 GB0516* NAVD 88     -       248.794  (meters)     816.25   (feet)  ADJUSTED  
 GB0516  ___________________________________________________________________
 GB0516  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0516  DYNAMIC HT  -         248.568 (meters)     815.51  (feet)  COMP
 GB0516  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0516
 GB0516  VERT ORDER  -  FIRST     CLASS I
 GB0516
 GB0516.The horizontal coordinates were scaled from a topographic map and have
 GB0516.an estimated accuracy of +/- 6 seconds.
 GB0516
 GB0516.The orthometric height was determined by differential leveling
 GB0516.and adjusted by the National Geodetic Survey in June 1991..
 GB0516
 GB0516.The geoid height was determined by GEOID03.
 GB0516
 GB0516.The dynamic height is computed by dividing the NAVD 88
 GB0516.geopotential number by the normal gravity value computed on the
 GB0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0516.degrees latitude (g = 980.6199 gals.).
 GB0516
 GB0516.The modeled gravity was interpolated from observed gravity values.
 GB0516
 GB0516;                    North         East    Units  Estimated Accuracy
 GB0516;SPC TN       -   191,400.      751,750.      MT  (+/- 180 meters Scaled)
 GB0516
 GB0516                          SUPERSEDED SURVEY CONTROL
 GB0516
 GB0516  NGVD 29 (??/??/92)  248.923  (m)          816.67   (f) ADJ UNCH    1 1
 GB0516
 GB0516.Superseded values are not recommended for survey control.
 GB0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0516.See file dsdata.txt to determine how the superseded data were derived.
 GB0516
 GB0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE418924(NAD 83)
 GB0516_MARKER: DB = BENCH MARK DISK
 GB0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0516_STAMPING: X 190 1950
 GB0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0516+STABILITY: SURFACE MOTION
 GB0516
 GB0516  HISTORY     - Date     Condition        Report By
 GB0516  HISTORY     - 1950     MONUMENTED       CGS
 GB0516  HISTORY     - 1967     GOOD             NGS
 GB0516
 GB0516                          STATION DESCRIPTION
 GB0516
 GB0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0516'1.7 MI E FROM OLIVER SPRINGS.
 GB0516'ABOUT 1.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0516'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE EAST OF MILEPOST 34,
 GB0516'ABOUT 360 FEET WEST OF THE WEST END OF A RAILWAY BRIDGE OVER
 GB0516'POPLAR CREEK, 65 1/2 FEET NORTHEAST OF THE CENTER OF AN ABANDONED
 GB0516'ROAD CROSSING, 22.6 FEET NORTH OF THE NORTH RAIL, 16 1/2 FEET
 GB0516'NORTHEAST OF A 2 1/2-FOOT HIGH VERTICAL RAIL, 13 FEET SOUTHEAST
 GB0516'OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL
 GB0516'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GB0516'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0880 ***********************************************************************
 GB0880  DESIGNATION -  X 191
 GB0880  PID         -  GB0880
 GB0880  STATE/COUNTY-  TN/MORGAN
 GB0880  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0880
 GB0880                         *CURRENT SURVEY CONTROL
 GB0880  ___________________________________________________________________
 GB0880* NAD 83(1986)-  36 11 28.     (N)    084 39 50.     (W)     SCALED    
 GB0880* NAVD 88     -       395.450  (meters)    1297.41   (feet)  ADJUSTED  
 GB0880  ___________________________________________________________________
 GB0880  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0880  DYNAMIC HT  -         395.100 (meters)    1296.26  (feet)  COMP
 GB0880  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB0880
 GB0880  VERT ORDER  -  FIRST     CLASS I
 GB0880
 GB0880.The horizontal coordinates were scaled from a topographic map and have
 GB0880.an estimated accuracy of +/- 6 seconds.
 GB0880
 GB0880.The orthometric height was determined by differential leveling
 GB0880.and adjusted by the National Geodetic Survey in June 1991..
 GB0880
 GB0880.The geoid height was determined by GEOID03.
 GB0880
 GB0880.The dynamic height is computed by dividing the NAVD 88
 GB0880.geopotential number by the normal gravity value computed on the
 GB0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0880.degrees latitude (g = 980.6199 gals.).
 GB0880
 GB0880.The modeled gravity was interpolated from observed gravity values.
 GB0880
 GB0880;                    North         East    Units  Estimated Accuracy
 GB0880;SPC TN       -   206,940.      720,170.      MT  (+/- 180 meters Scaled)
 GB0880
 GB0880                          SUPERSEDED SURVEY CONTROL
 GB0880
 GB0880  NGVD 29 (??/??/92)  395.550  (m)         1297.73   (f) ADJ UNCH    1 1
 GB0880
 GB0880.Superseded values are not recommended for survey control.
 GB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0880.See file dsdata.txt to determine how the superseded data were derived.
 GB0880
 GB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF100076(NAD 83)
 GB0880_MARKER: DB = BENCH MARK DISK
 GB0880_SETTING: 66 = SET IN ROCK OUTCROP
 GB0880_SP_SET: ROCK OUTCROP
 GB0880_STAMPING: X 191 1950
 GB0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0880+STABILITY: POSITION/ELEVATION WELL
 GB0880
 GB0880  HISTORY     - Date     Condition        Report By
 GB0880  HISTORY     - 1950     MONUMENTED       CGS
 GB0880  HISTORY     - 1968     GOOD             NGS
 GB0880
 GB0880                          STATION DESCRIPTION
 GB0880
 GB0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0880'3.8 MI S FROM SUNBRIGHT.
 GB0880'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0880'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE SOUTHERN
 GB0880'RAILWAY, THENCE 3.45 MILES SOUTH ALONG THE MAIN TRACK, OR ABOUT 5.65
 GB0880'MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT LANCING,
 GB0880'0.45 MILE SOUTH OF MILEPOST 235, SET VERTICALLY IN THE SOUTHEAST
 GB0880'FACE OF A ROCK OUTCROP IN THE NORTHWEST BANK OF A CUT FOR THE
 GB0880'RAILROAD, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 INCHES BELOW
 GB0880'THE TOP OF THE OUTCROP, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GB0880'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0689 ***********************************************************************
 FC0689  DESIGNATION -  X 192
 FC0689  PID         -  FC0689
 FC0689  STATE/COUNTY-  TN/RHEA
 FC0689  USGS QUAD   -  EVENSVILLE (1990)
 FC0689
 FC0689                         *CURRENT SURVEY CONTROL
 FC0689  ___________________________________________________________________
 FC0689* NAD 83(1986)-  35 36 45.     (N)    084 54 58.     (W)     SCALED    
 FC0689* NAVD 88     -       233.693  (meters)     766.71   (feet)  ADJUSTED  
 FC0689  ___________________________________________________________________
 FC0689  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FC0689  DYNAMIC HT  -         233.470 (meters)     765.98  (feet)  COMP
 FC0689  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 FC0689
 FC0689  VERT ORDER  -  FIRST     CLASS II
 FC0689
 FC0689.The horizontal coordinates were scaled from a topographic map and have
 FC0689.an estimated accuracy of +/- 6 seconds.
 FC0689
 FC0689.The orthometric height was determined by differential leveling
 FC0689.and adjusted by the National Geodetic Survey in June 1991..
 FC0689
 FC0689.The geoid height was determined by GEOID03.
 FC0689
 FC0689.The dynamic height is computed by dividing the NAVD 88
 FC0689.geopotential number by the normal gravity value computed on the
 FC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0689.degrees latitude (g = 980.6199 gals.).
 FC0689
 FC0689.The modeled gravity was interpolated from observed gravity values.
 FC0689
 FC0689;                    North         East    Units  Estimated Accuracy
 FC0689;SPC TN       -   142,470.      698,200.      MT  (+/- 180 meters Scaled)
 FC0689
 FC0689                          SUPERSEDED SURVEY CONTROL
 FC0689
 FC0689  NGVD 29 (??/??/92)  233.769  (m)          766.96   (f) ADJ UNCH    1 2
 FC0689
 FC0689.Superseded values are not recommended for survey control.
 FC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0689.See file dsdata.txt to determine how the superseded data were derived.
 FC0689
 FC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE887429(NAD 83)
 FC0689_MARKER: DB = BENCH MARK DISK
 FC0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0689_SP_SET: BRIDGE
 FC0689_STAMPING: X 192 1950
 FC0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0689
 FC0689  HISTORY     - Date     Condition        Report By
 FC0689  HISTORY     - 1950     MONUMENTED       CGS
 FC0689
 FC0689                          STATION DESCRIPTION
 FC0689
 FC0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0689'3.8 MI NE FROM EVENSVILLE.
 FC0689'3.85 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0689'AT EVENSVILLE, ABOUT 2.0 MILES SOUTHWEST OF THE STATION SIGN
 FC0689'AT PENNINE, 106 YARDS NORTHEAST OF A GRAVEL ROAD CROSSING, SET
 FC0689'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 FC0689'OF 90-FOOT STEEL PLATE BRIDGE NO. 289.7 OVER CLEAR CREEK, AND
 FC0689'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0672 ***********************************************************************
 FC0672  DESIGNATION -  X 193
 FC0672  PID         -  FC0672
 FC0672  STATE/COUNTY-  TN/RHEA
 FC0672  USGS QUAD   -  SPRING CITY (1990)
 FC0672
 FC0672                         *CURRENT SURVEY CONTROL
 FC0672  ___________________________________________________________________
 FC0672* NAD 83(1986)-  35 43 32.     (N)    084 49 29.     (W)     SCALED    
 FC0672* NAVD 88     -       245.695  (meters)     806.08   (feet)  ADJUSTED  
 FC0672  ___________________________________________________________________
 FC0672  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FC0672  DYNAMIC HT  -         245.464 (meters)     805.33  (feet)  COMP
 FC0672  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 FC0672
 FC0672  VERT ORDER  -  FIRST     CLASS II
 FC0672
 FC0672.The horizontal coordinates were scaled from a topographic map and have
 FC0672.an estimated accuracy of +/- 6 seconds.
 FC0672
 FC0672.The orthometric height was determined by differential leveling
 FC0672.and adjusted by the National Geodetic Survey in June 1991..
 FC0672
 FC0672.The geoid height was determined by GEOID03.
 FC0672
 FC0672.The dynamic height is computed by dividing the NAVD 88
 FC0672.geopotential number by the normal gravity value computed on the
 FC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0672.degrees latitude (g = 980.6199 gals.).
 FC0672
 FC0672.The modeled gravity was interpolated from observed gravity values.
 FC0672
 FC0672;                    North         East    Units  Estimated Accuracy
 FC0672;SPC TN       -   155,100.      706,330.      MT  (+/- 180 meters Scaled)
 FC0672
 FC0672                          SUPERSEDED SURVEY CONTROL
 FC0672
 FC0672  NGVD 29 (??/??/92)  245.782  (m)          806.37   (f) ADJ UNCH    1 2
 FC0672
 FC0672.Superseded values are not recommended for survey control.
 FC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0672.See file dsdata.txt to determine how the superseded data were derived.
 FC0672
 FC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE967556(NAD 83)
 FC0672_MARKER: DB = BENCH MARK DISK
 FC0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0672_STAMPING: X 193 1950
 FC0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0672+STABILITY: SURFACE MOTION
 FC0672
 FC0672  HISTORY     - Date     Condition        Report By
 FC0672  HISTORY     - 1950     MONUMENTED       CGS
 FC0672
 FC0672                          STATION DESCRIPTION
 FC0672
 FC0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0672'3.2 MI NE FROM SPRING CITY.
 FC0672'3.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0672'AT SPRING CITY, ABOUT 0.3 MILE NORTHEAST OF THE STATION SIGN AT
 FC0672'LORRAINE, 180 FEET NORTH OF A ROAD CROSSING, 47 FEET NORTHWEST
 FC0672'OF THE NORTHWEST RAIL, 103 FEET NORTHEAST OF THE SOUTHWEST END
 FC0672'POST OF R/W FENCE LINE, 1 FOOT SOUTHEAST OF THE FENCE LINE,
 FC0672'NEAR THE HIGHEST POINT OF SMALL RISE ALONG FENCE LINE, 1 1/2
 FC0672'FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 5 FEET
 FC0672'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0672'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0709 ***********************************************************************
 FC0709  DESIGNATION -  X 194
 FC0709  PID         -  FC0709
 FC0709  STATE/COUNTY-  TN/ROANE
 FC0709  USGS QUAD   -  HARRIMAN (1980)
 FC0709
 FC0709                         *CURRENT SURVEY CONTROL
 FC0709  ___________________________________________________________________
 FC0709* NAD 83(1986)-  35 56 07.     (N)    084 33 00.     (W)     SCALED    
 FC0709* NAVD 88     -       243.259  (meters)     798.09   (feet)  ADJUSTED  
 FC0709  ___________________________________________________________________
 FC0709  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0709  DYNAMIC HT  -         243.037 (meters)     797.36  (feet)  COMP
 FC0709  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FC0709
 FC0709  VERT ORDER  -  FIRST     CLASS I
 FC0709
 FC0709.The horizontal coordinates were scaled from a topographic map and have
 FC0709.an estimated accuracy of +/- 6 seconds.
 FC0709
 FC0709.The orthometric height was determined by differential leveling
 FC0709.and adjusted by the National Geodetic Survey in June 1991..
 FC0709.WARNING-Repeat measurements at this control monument indicate possible
 FC0709.vertical movement.
 FC0709
 FC0709.The geoid height was determined by GEOID03.
 FC0709
 FC0709.The dynamic height is computed by dividing the NAVD 88
 FC0709.geopotential number by the normal gravity value computed on the
 FC0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0709.degrees latitude (g = 980.6199 gals.).
 FC0709
 FC0709.The modeled gravity was interpolated from observed gravity values.
 FC0709
 FC0709;                    North         East    Units  Estimated Accuracy
 FC0709;SPC TN       -   178,700.      730,830.      MT  (+/- 180 meters Scaled)
 FC0709
 FC0709                          SUPERSEDED SURVEY CONTROL
 FC0709
 FC0709  NGVD 29 (??/??/92)  243.374  (m)          798.47   (f) ADJ UNCH    1 1
 FC0709
 FC0709.Superseded values are not recommended for survey control.
 FC0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0709.See file dsdata.txt to determine how the superseded data were derived.
 FC0709
 FC0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE210795(NAD 83)
 FC0709_MARKER: DB = BENCH MARK DISK
 FC0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0709_SP_SET: FOUNDATION
 FC0709_STAMPING: X 194 1950
 FC0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0709
 FC0709  HISTORY     - Date     Condition        Report By
 FC0709  HISTORY     - 1950     MONUMENTED       CGS
 FC0709  HISTORY     - 1968     GOOD             NGS
 FC0709
 FC0709                          STATION DESCRIPTION
 FC0709
 FC0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0709'AT HARRIMAN.
 FC0709'AT HARRIMAN, SET VERTICALLY IN THE NORTHWEST FACE OF THE STONE
 FC0709'FOUNDATION FOR THE POST OFFICE BUILDING, 22 FEET NORTHEAST OF THE
 FC0709'WEST CORNER OF THE BUILDING, 22 1/2 FEET SOUTHEAST OF THE
 FC0709'SOUTHEAST CURB OF ROANE STREET, 40 1/2 FEET NORTHEAST OF THE
 FC0709'NORTHEAST CURB OF QUEEN STREET, 18 FEET SOUTHWEST OF THE
 FC0709'CENTER OF THE ENTRANCE TO THE BASEMENT OF THE BUILDING, 2 FEET
 FC0709'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE PARAPET, ABOUT
 FC0709'2 FEET ABOVE THE LEVEL OF THE STREET, AND ABOUT 1 FOOT ABOVE
 FC0709'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0511 ***********************************************************************
 GB0511  DESIGNATION -  X 195
 GB0511  PID         -  GB0511
 GB0511  STATE/COUNTY-  TN/ANDERSON
 GB0511  USGS QUAD   -  WINDROCK (1975)
 GB0511
 GB0511                         *CURRENT SURVEY CONTROL
 GB0511  ___________________________________________________________________
 GB0511* NAD 83(1986)-  36 02 23.     (N)    084 18 33.     (W)     SCALED    
 GB0511* NAVD 88     -       239.148  (meters)     784.60   (feet)  ADJUSTED  
 GB0511  ___________________________________________________________________
 GB0511  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB0511  DYNAMIC HT  -         238.931 (meters)     783.89  (feet)  COMP
 GB0511  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0511
 GB0511  VERT ORDER  -  FIRST     CLASS II
 GB0511
 GB0511.The horizontal coordinates were scaled from a topographic map and have
 GB0511.an estimated accuracy of +/- 6 seconds.
 GB0511
 GB0511.The orthometric height was determined by differential leveling
 GB0511.and adjusted by the National Geodetic Survey in June 1991..
 GB0511
 GB0511.The geoid height was determined by GEOID03.
 GB0511
 GB0511.The dynamic height is computed by dividing the NAVD 88
 GB0511.geopotential number by the normal gravity value computed on the
 GB0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0511.degrees latitude (g = 980.6199 gals.).
 GB0511
 GB0511.The modeled gravity was interpolated from observed gravity values.
 GB0511
 GB0511;                    North         East    Units  Estimated Accuracy
 GB0511;SPC TN       -   190,640.      752,360.      MT  (+/- 180 meters Scaled)
 GB0511
 GB0511                          SUPERSEDED SURVEY CONTROL
 GB0511
 GB0511  NGVD 29 (??/??/92)  239.281  (m)          785.04   (f) ADJ UNCH    1 2
 GB0511
 GB0511.Superseded values are not recommended for survey control.
 GB0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0511.See file dsdata.txt to determine how the superseded data were derived.
 GB0511
 GB0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE424917(NAD 83)
 GB0511_MARKER: DB = BENCH MARK DISK
 GB0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0511_STAMPING: X 195 1950
 GB0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0511+STABILITY: SURFACE MOTION
 GB0511
 GB0511  HISTORY     - Date     Condition        Report By
 GB0511  HISTORY     - 1950     MONUMENTED       CGS
 GB0511
 GB0511                          STATION DESCRIPTION
 GB0511
 GB0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0511'2 MI ESE FROM OLIVER SPRINGS.
 GB0511'ABOUT 2 MILES EAST-SOUTHEAST OF OLIVER SPRINGS, AT OAK RIDGE
 GB0511'AIRPORT, IN LINE WITH ROW OF MARKERS BETWEEN TAXI RUN AND
 GB0511'THE RUNWAY, AT THE SOUTHWEST EDGE OF LANDING STRIP, ABOUT
 GB0511'80 YARDS SOUTHEAST OF THE NORTHWEST END OF RUNWAY AND SET IN THE
 GB0511'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0910 ***********************************************************************
 GB0910  DESIGNATION -  X 196
 GB0910  PID         -  GB0910
 GB0910  STATE/COUNTY-  TN/SCOTT
 GB0910  USGS QUAD   -  ROBBINS (1980)
 GB0910
 GB0910                         *CURRENT SURVEY CONTROL
 GB0910  ___________________________________________________________________
 GB0910* NAD 83(1986)-  36 19 55.     (N)    084 36 34.     (W)     SCALED    
 GB0910* NAVD 88     -       423.475  (meters)    1389.35   (feet)  ADJUSTED  
 GB0910  ___________________________________________________________________
 GB0910  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0910  DYNAMIC HT  -         423.112 (meters)    1388.16  (feet)  COMP
 GB0910  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 GB0910
 GB0910  VERT ORDER  -  FIRST     CLASS I
 GB0910
 GB0910.The horizontal coordinates were scaled from a topographic map and have
 GB0910.an estimated accuracy of +/- 6 seconds.
 GB0910
 GB0910.The orthometric height was determined by differential leveling
 GB0910.and adjusted by the National Geodetic Survey in June 1991..
 GB0910
 GB0910.The geoid height was determined by GEOID03.
 GB0910
 GB0910.The dynamic height is computed by dividing the NAVD 88
 GB0910.geopotential number by the normal gravity value computed on the
 GB0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0910.degrees latitude (g = 980.6199 gals.).
 GB0910
 GB0910.The modeled gravity was interpolated from observed gravity values.
 GB0910
 GB0910;                    North         East    Units  Estimated Accuracy
 GB0910;SPC TN       -   222,630.      724,840.      MT  (+/- 180 meters Scaled)
 GB0910
 GB0910                          SUPERSEDED SURVEY CONTROL
 GB0910
 GB0910  NGVD 29 (??/??/92)  423.603  (m)         1389.77   (f) ADJ UNCH    1 1
 GB0910
 GB0910.Superseded values are not recommended for survey control.
 GB0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0910.See file dsdata.txt to determine how the superseded data were derived.
 GB0910
 GB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF145234(NAD 83)
 GB0910_MARKER: DB = BENCH MARK DISK
 GB0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0910_STAMPING: X 196 1950
 GB0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0910+STABILITY: SURFACE MOTION
 GB0910
 GB0910  HISTORY     - Date     Condition        Report By
 GB0910  HISTORY     - 1950     MONUMENTED       CGS
 GB0910  HISTORY     - 1968     GOOD             NGS
 GB0910
 GB0910                          STATION DESCRIPTION
 GB0910
 GB0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0910'1.9 MI S FROM ROBBINS.
 GB0910'ABOUT 1.9 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0910'STATION AT ROBBINS, 0.1 MILE SOUTHWEST OF THE POST OFFICE AT
 GB0910'ELGIN, 109 FEET NORTHEAST OF MILEPOST 224, 115 YARDS SOUTHWEST
 GB0910'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 24
 GB0910'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 15
 GB0910'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDETRACK, 26 FEET
 GB0910'NORTHEAST OF A SIGN WHICH READS RUGBY ROAD, 1.6 FEET SOUTHWEST
 GB0910'OF A 4- X 4-INCH WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 GB0910'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GB0910'LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0136 ***********************************************************************
 FE0136  DESIGNATION -  X 20
 FE0136  PID         -  FE0136
 FE0136  STATE/COUNTY-  TN/DECATUR
 FE0136  USGS QUAD   -  JEANNETTE (1986)
 FE0136
 FE0136                         *CURRENT SURVEY CONTROL
 FE0136  ___________________________________________________________________
 FE0136* NAD 83(1986)-  35 37 35.     (N)    088 05 45.     (W)     SCALED    
 FE0136* NAVD 88     -       117.556  (meters)     385.68   (feet)  ADJUSTED  
 FE0136  ___________________________________________________________________
 FE0136  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0136  DYNAMIC HT  -         117.452 (meters)     385.34  (feet)  COMP
 FE0136  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FE0136
 FE0136  VERT ORDER  -  SECOND    CLASS 0
 FE0136
 FE0136.The horizontal coordinates were scaled from a topographic map and have
 FE0136.an estimated accuracy of +/- 6 seconds.
 FE0136
 FE0136.The orthometric height was determined by differential leveling
 FE0136.and adjusted by the National Geodetic Survey in June 1991..
 FE0136
 FE0136.The geoid height was determined by GEOID03.
 FE0136
 FE0136.The dynamic height is computed by dividing the NAVD 88
 FE0136.geopotential number by the normal gravity value computed on the
 FE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0136.degrees latitude (g = 980.6199 gals.).
 FE0136
 FE0136.The modeled gravity was interpolated from observed gravity values.
 FE0136
 FE0136;                    North         East    Units  Estimated Accuracy
 FE0136;SPC TN       -   145,500.      410,170.      MT  (+/- 180 meters Scaled)
 FE0136
 FE0136                          SUPERSEDED SURVEY CONTROL
 FE0136
 FE0136  NGVD 29 (??/??/??)  117.573  (m)          385.74   (f) ADJUSTED    2 0
 FE0136
 FE0136.Superseded values are not recommended for survey control.
 FE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0136.See file dsdata.txt to determine how the superseded data were derived.
 FE0136
 FE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE007430(NAD 83)
 FE0136_MARKER: DB = BENCH MARK DISK
 FE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0136_STAMPING: 385.783 X 20 1934
 FE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0136+STABILITY: SURFACE MOTION
 FE0136
 FE0136  HISTORY     - Date     Condition        Report By
 FE0136  HISTORY     - 1934     MONUMENTED       CGS
 FE0136  HISTORY     - 1947     MARK NOT FOUND   CGS
 FE0136
 FE0136                          STATION DESCRIPTION
 FE0136
 FE0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0136'2.4 MI SE FROM PARSONS.
 FE0136'2.4 MILES SOUTHEAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA
 FE0136'AND ST. LOUIS RAILWAY FROM PARSONS, DECATUR COUNTY, 4.3 MILES
 FE0136'SOUTHWEST OF PERRYVILLE, AT A PRIVATE-ROAD CROSSING, AND 20 FEET
 FE0136'NORTHEAST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 385.783 X
 FE0136'20 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK
 FE0136'IS ALONG AN ABANDONED RAILROAD AND IS NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1399 ***********************************************************************
 GB1399  DESIGNATION -  X 202
 GB1399  PID         -  GB1399
 GB1399  STATE/COUNTY-  TN/PICKETT
 GB1399  USGS QUAD   -  PALL MALL (1986)
 GB1399
 GB1399                         *CURRENT SURVEY CONTROL
 GB1399  ___________________________________________________________________
 GB1399* NAD 83(1986)-  36 36 45.     (N)    084 59 44.     (W)     SCALED    
 GB1399* NAVD 88     -       347.129  (meters)    1138.87   (feet)  ADJUSTED  
 GB1399  ___________________________________________________________________
 GB1399  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GB1399  DYNAMIC HT  -         346.830 (meters)    1137.89  (feet)  COMP
 GB1399  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 GB1399
 GB1399  VERT ORDER  -  SECOND    CLASS 0
 GB1399
 GB1399.The horizontal coordinates were scaled from a topographic map and have
 GB1399.an estimated accuracy of +/- 6 seconds.
 GB1399
 GB1399.The orthometric height was determined by differential leveling
 GB1399.and adjusted by the National Geodetic Survey in June 1991..
 GB1399
 GB1399.The geoid height was determined by GEOID03.
 GB1399
 GB1399.The dynamic height is computed by dividing the NAVD 88
 GB1399.geopotential number by the normal gravity value computed on the
 GB1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1399.degrees latitude (g = 980.6199 gals.).
 GB1399
 GB1399.The modeled gravity was interpolated from observed gravity values.
 GB1399
 GB1399;                    North         East    Units  Estimated Accuracy
 GB1399;SPC TN       -   253,340.      689,860.      MT  (+/- 180 meters Scaled)
 GB1399
 GB1399                          SUPERSEDED SURVEY CONTROL
 GB1399
 GB1399  NGVD 29 (??/??/92)  347.254  (m)         1139.28   (f) ADJ UNCH    2 0
 GB1399
 GB1399.Superseded values are not recommended for survey control.
 GB1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1399.See file dsdata.txt to determine how the superseded data were derived.
 GB1399
 GB1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF792537(NAD 83)
 GB1399_MARKER: DB = BENCH MARK DISK
 GB1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1399_STAMPING: X 202 1951 1139.282
 GB1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1399+STABILITY: SURFACE MOTION
 GB1399
 GB1399  HISTORY     - Date     Condition        Report By
 GB1399  HISTORY     - 1951     MONUMENTED       CGS
 GB1399  HISTORY     - 1958     GOOD             NGS
 GB1399
 GB1399                          STATION DESCRIPTION
 GB1399
 GB1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB1399'2 MI N FROM TRAVISVILLE.
 GB1399'2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TRAVISVILLE,
 GB1399'0.6 MILE SOUTH OF THE KENTUCKY-TENNESSEE STATE LINE, 3.7 MILES
 GB1399'SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SUNNYBROOK,
 GB1399'WAYNE COUNTY, KY., 100 YARDS SOUTHEAST OF A SHARP CURVE WITH
 GB1399'TANGENTS EXTENDING SOUTHWEST AND SOUTHEAST, 65 YARDS NORTHWEST
 GB1399'OF CENTER OF A CONCRETE PIPE CULVERT UNDER A NEW ROAD, 30 FEET
 GB1399'WEST OF THE CENTER OF A DIM ROAD SOUTH, 33 FEET SOUTHWEST OF THE
 GB1399'TOP OF THE NEW ROAD CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 GB1399'THE ROAD, AND 1.5 FEET WEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0952 ***********************************************************************
 GB0952  DESIGNATION -  X 203
 GB0952  PID         -  GB0952
 GB0952  STATE/COUNTY-  TN/FENTRESS
 GB0952  USGS QUAD   -  JAMESTOWN (1979)
 GB0952
 GB0952                         *CURRENT SURVEY CONTROL
 GB0952  ___________________________________________________________________
 GB0952* NAD 83(1986)-  36 26 29.     (N)    084 55 25.     (W)     SCALED    
 GB0952* NAVD 88     -       518.813  (meters)    1702.14   (feet)  ADJUSTED  
 GB0952  ___________________________________________________________________
 GB0952  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB0952  DYNAMIC HT  -         518.354 (meters)    1700.63  (feet)  COMP
 GB0952  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 GB0952
 GB0952  VERT ORDER  -  SECOND    CLASS 0
 GB0952
 GB0952.The horizontal coordinates were scaled from a topographic map and have
 GB0952.an estimated accuracy of +/- 6 seconds.
 GB0952
 GB0952.The orthometric height was determined by differential leveling
 GB0952.and adjusted by the National Geodetic Survey in June 1991..
 GB0952
 GB0952.The geoid height was determined by GEOID03.
 GB0952
 GB0952.The dynamic height is computed by dividing the NAVD 88
 GB0952.geopotential number by the normal gravity value computed on the
 GB0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0952.degrees latitude (g = 980.6199 gals.).
 GB0952
 GB0952.The modeled gravity was interpolated from observed gravity values.
 GB0952
 GB0952;                    North         East    Units  Estimated Accuracy
 GB0952;SPC TN       -   234,420.      696,510.      MT  (+/- 180 meters Scaled)
 GB0952
 GB0952                          SUPERSEDED SURVEY CONTROL
 GB0952
 GB0952  NGVD 29 (??/??/92)  518.917  (m)         1702.48   (f) ADJ UNCH    2 0
 GB0952
 GB0952.Superseded values are not recommended for survey control.
 GB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0952.See file dsdata.txt to determine how the superseded data were derived.
 GB0952
 GB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF861349(NAD 83)
 GB0952_MARKER: DB = BENCH MARK DISK
 GB0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0952_STAMPING: X 203 1951 1702.480
 GB0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0952+STABILITY: SURFACE MOTION
 GB0952
 GB0952  HISTORY     - Date     Condition        Report By
 GB0952  HISTORY     - 1951     MONUMENTED       CGS
 GB0952  HISTORY     - 1958     GOOD             NGS
 GB0952
 GB0952                          STATION DESCRIPTION
 GB0952
 GB0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0952'1.4 MI N FROM JAMESTOWN.
 GB0952'0.2 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE IN
 GB0952'JAMESTOWN, THENCE 0.15 MILE EAST ALONG CHURCH AVE., THENCE 1.0
 GB0952'MILE NORTH ALONG WHITE OAK STREET, ABOUT 0.35 MILE SOUTH OF A
 GB0952'CROSSROAD, IN A PASTURE FIELD, 155 FEET SOUTHEAST OF THE SOUTHEAST
 GB0952'CORNER OF A GREY TAR PAPER HOUSE AND ACROSS ROAD, 91 FEET
 GB0952'NORTH OF THE EAST END OF A 14-INCH PIPE CULVERT UNDER ROAD,
 GB0952'83 FEET NORTH OF A POWER POLE, 30 FEET EAST OF THE CENTER OF
 GB0952'ROAD, 12 FEET EAST OF NORTH-SOUTH FENCE, 29 FEET NORTH OF GATE
 GB0952'IN AN EAST-WEST FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0199 ***********************************************************************
 FE0199  DESIGNATION -  X 21
 FE0199  PID         -  FE0199
 FE0199  STATE/COUNTY-  TN/HARDIN
 FE0199  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0199
 FE0199                         *CURRENT SURVEY CONTROL
 FE0199  ___________________________________________________________________
 FE0199* NAD 83(1986)-  35 20 56.     (N)    088 21 47.     (W)     SCALED    
 FE0199* NAVD 88     -       134.111  (meters)     440.00   (feet)  ADJUSTED  
 FE0199  ___________________________________________________________________
 FE0199  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0199  DYNAMIC HT  -         133.991 (meters)     439.60  (feet)  COMP
 FE0199  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 FE0199
 FE0199  VERT ORDER  -  SECOND    CLASS 0
 FE0199
 FE0199.The horizontal coordinates were scaled from a topographic map and have
 FE0199.an estimated accuracy of +/- 6 seconds.
 FE0199
 FE0199.The orthometric height was determined by differential leveling
 FE0199.and adjusted by the National Geodetic Survey in June 1991..
 FE0199
 FE0199.The geoid height was determined by GEOID03.
 FE0199
 FE0199.The dynamic height is computed by dividing the NAVD 88
 FE0199.geopotential number by the normal gravity value computed on the
 FE0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0199.degrees latitude (g = 980.6199 gals.).
 FE0199
 FE0199.The modeled gravity was interpolated from observed gravity values.
 FE0199
 FE0199;                    North         East    Units  Estimated Accuracy
 FE0199;SPC TN       -   115,270.      385,230.      MT  (+/- 180 meters Scaled)
 FE0199
 FE0199                          SUPERSEDED SURVEY CONTROL
 FE0199
 FE0199  NGVD 29 (??/??/??)  134.122  (m)          440.03   (f) ADJUSTED    2 0
 FE0199
 FE0199.Superseded values are not recommended for survey control.
 FE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0199.See file dsdata.txt to determine how the superseded data were derived.
 FE0199
 FE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE761125(NAD 83)
 FE0199_MARKER: DB = BENCH MARK DISK
 FE0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0199_STAMPING: 440.107 X 21 1934
 FE0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0199+STABILITY: SURFACE MOTION
 FE0199
 FE0199  HISTORY     - Date     Condition        Report By
 FE0199  HISTORY     - 1934     MONUMENTED       CGS
 FE0199  HISTORY     - 1949     GOOD             CGS
 FE0199  HISTORY     - 1973     GOOD             TVA
 FE0199
 FE0199                          STATION DESCRIPTION
 FE0199
 FE0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0199'1.7 MI S FROM MILLEDGEVILLE.
 FE0199'IN HARDIN COUNTY, 1.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM
 FE0199'MILLEDGEVILLE, MCNAIRY  COUNTY, 125 FEET NORTHWEST OF A
 FE0199'HOUSE OCCUPIED IN 1934 BY I.H. MACE, AT THE EDGE OF TIMBER
 FE0199'IN A PLACE BELONGING IN 1934 TO W.W. BURRIS, AT THE JUNCTION OF
 FE0199'A PRIVATE ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE PRIVATE
 FE0199'ROAD, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FE0199'WEST OF A STEEL POST.  A STANDARD DISK, STAMPED 440.107 X 21
 FE0199'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 52.0 E
 FE0199'OF CENTERLINE HWY 22, 78.0 N OF CENTERLINE PRIVATE DRIVE E TO
 FE0199'RESIDENCE, 17.2 N 42 E TO 12 FT POST OAK, 10.6 E TO A 12 IN POST
 FE0199'OAK, 90.0 N TO CONC HWY R/W MARKER.  POST AND SIGN SET 2.0 FT
 FE0199'E OF MONUMENT.
 FE0199
 FE0199                          STATION RECOVERY (1973)
 FE0199
 FE0199'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1288 ***********************************************************************
 FE1288  DESIGNATION -  X 212
 FE1288  PID         -  FE1288
 FE1288  STATE/COUNTY-  TN/FAYETTE
 FE1288  USGS QUAD   -  GALLAWAY (1981)
 FE1288
 FE1288                         *CURRENT SURVEY CONTROL
 FE1288  ___________________________________________________________________
 FE1288* NAD 83(1986)-  35 17 43.     (N)    089 36 21.     (W)     SCALED    
 FE1288* NAVD 88     -        84.493  (meters)     277.21   (feet)  ADJUSTED  
 FE1288  ___________________________________________________________________
 FE1288  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1288  DYNAMIC HT  -          84.417 (meters)     276.96  (feet)  COMP
 FE1288  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FE1288
 FE1288  VERT ORDER  -  SECOND    CLASS 0
 FE1288
 FE1288.The horizontal coordinates were scaled from a topographic map and have
 FE1288.an estimated accuracy of +/- 6 seconds.
 FE1288
 FE1288.The orthometric height was determined by differential leveling
 FE1288.and adjusted by the National Geodetic Survey in June 1991..
 FE1288
 FE1288.The geoid height was determined by GEOID03.
 FE1288
 FE1288.The dynamic height is computed by dividing the NAVD 88
 FE1288.geopotential number by the normal gravity value computed on the
 FE1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1288.degrees latitude (g = 980.6199 gals.).
 FE1288
 FE1288.The modeled gravity was interpolated from observed gravity values.
 FE1288
 FE1288;                    North         East    Units  Estimated Accuracy
 FE1288;SPC TN       -   112,770.      272,090.      MT  (+/- 180 meters Scaled)
 FE1288
 FE1288                          SUPERSEDED SURVEY CONTROL
 FE1288
 FE1288  NGVD 29 (??/??/??)   84.482  (m)          277.17   (f) ADJUSTED    2 0
 FE1288
 FE1288.Superseded values are not recommended for survey control.
 FE1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1288.See file dsdata.txt to determine how the superseded data were derived.
 FE1288
 FE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE630089(NAD 83)
 FE1288_MARKER: DB = BENCH MARK DISK
 FE1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1288_STAMPING: X 212 1958
 FE1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1288+STABILITY: SURFACE MOTION
 FE1288
 FE1288  HISTORY     - Date     Condition        Report By
 FE1288  HISTORY     - 1958     MONUMENTED       CGS
 FE1288  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1288
 FE1288                          STATION DESCRIPTION
 FE1288
 FE1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1288'2.8 MI S FROM GALLAWAY.
 FE1288'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1288'CROSSING AT GALLAWAY, THENCE 0.6 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1288'THENCE 0.3 MILES NORTHEAST ALONG A FIELD ROAD, 49.2 FT SOUTHEAST OF
 FE1288'THE CENTER OF THE TRACK ROAD, 147 FT NORTHWEST OF THE CENTER LINE OF
 FE1288'INTERSTATE HIGHWAY, 58 PACES SOUTHWEST OF THE SOUTHWEST BANK
 FE1288'OF A SMALL CREEK, 1.0 FT. SOUTHWEST OF THE FENCE LINE, 2 FT.
 FE1288'SOUTHEAST OF A WHITE WOODEN WITNESS POST, A C AND GS DISK SET
 FE1288'IN TOP OF A CONCRETE POST PROJECTING 1 INCH, ABOUT LEVEL WITH
 FE1288'THE ROAD.
 FE1288
 FE1288                          STATION RECOVERY (2002)
 FE1288
 FE1288'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0811 ***********************************************************************
 FE0811  DESIGNATION -  X 213
 FE0811  PID         -  FE0811
 FE0811  STATE/COUNTY-  TN/HAYWOOD
 FE0811  USGS QUAD   -  BROWNSVILLE (1983)
 FE0811
 FE0811                         *CURRENT SURVEY CONTROL
 FE0811  ___________________________________________________________________
 FE0811* NAD 83(1986)-  35 31 18.     (N)    089 15 14.     (W)     SCALED    
 FE0811* NAVD 88     -        94.855  (meters)     311.20   (feet)  ADJUSTED  
 FE0811  ___________________________________________________________________
 FE0811  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0811  DYNAMIC HT  -          94.771 (meters)     310.93  (feet)  COMP
 FE0811  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FE0811
 FE0811  VERT ORDER  -  SECOND    CLASS 0
 FE0811
 FE0811.The horizontal coordinates were scaled from a topographic map and have
 FE0811.an estimated accuracy of +/- 6 seconds.
 FE0811
 FE0811.The orthometric height was determined by differential leveling
 FE0811.and adjusted by the National Geodetic Survey in June 1991..
 FE0811
 FE0811.The geoid height was determined by GEOID03.
 FE0811
 FE0811.The dynamic height is computed by dividing the NAVD 88
 FE0811.geopotential number by the normal gravity value computed on the
 FE0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0811.degrees latitude (g = 980.6199 gals.).
 FE0811
 FE0811.The modeled gravity was interpolated from observed gravity values.
 FE0811
 FE0811;                    North         East    Units  Estimated Accuracy
 FE0811;SPC TN       -   136,750.      304,920.      MT  (+/- 180 meters Scaled)
 FE0811
 FE0811                          SUPERSEDED SURVEY CONTROL
 FE0811
 FE0811  NGVD 29 (??/??/??)   94.862  (m)          311.23   (f) ADJUSTED    2 0
 FE0811
 FE0811.Superseded values are not recommended for survey control.
 FE0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0811.See file dsdata.txt to determine how the superseded data were derived.
 FE0811
 FE0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE956332(NAD 83)
 FE0811_MARKER: DB = BENCH MARK DISK
 FE0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0811_SP_SET: BRIDGE
 FE0811_STAMPING: X 213 1959
 FE0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0811+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0811
 FE0811  HISTORY     - Date     Condition        Report By
 FE0811  HISTORY     - 1959     MONUMENTED       CGS
 FE0811  HISTORY     - 1988     GOOD             USPSQD
 FE0811  HISTORY     - 20020905 GOOD             USACE
 FE0811
 FE0811                          STATION DESCRIPTION
 FE0811
 FE0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0811'5.3 MI S FROM BROWNSVILLE.
 FE0811'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0811'THENCE 4.7 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, 16.4 FT.
 FE0811'WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY 76, 14.3 FT
 FE0811'SOUTH-SOUTHEAST OF A SIGN, JUDGE THOMAS J. PEARSON BRIDGE, A
 FE0811'C AND GS DISK SET IN THE TOP OF THE NORTHWEST WINGWALL AND THE
 FE0811'NORTH END OF JUDGE THOMAS J. PEARSON BRIDGE.
 FE0811
 FE0811                          STATION RECOVERY (1988)
 FE0811
 FE0811'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 FE0811'RECOVERED IN GOOD CONDITION.
 FE0811
 FE0811                          STATION RECOVERY (2002)
 FE0811
 FE0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0636 ***********************************************************************
 FE0636  DESIGNATION -  X 215
 FE0636  PID         -  FE0636
 FE0636  STATE/COUNTY-  TN/MADISON
 FE0636  USGS QUAD   -  CLAYBROOK (1980)
 FE0636
 FE0636                         *CURRENT SURVEY CONTROL
 FE0636  ___________________________________________________________________
 FE0636* NAD 83(1986)-  35 41 33.     (N)    088 42 06.     (W)     SCALED    
 FE0636* NAVD 88     -       174.825  (meters)     573.57   (feet)  ADJUSTED  
 FE0636  ___________________________________________________________________
 FE0636  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0636  DYNAMIC HT  -         174.670 (meters)     573.06  (feet)  COMP
 FE0636  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FE0636
 FE0636  VERT ORDER  -  SECOND    CLASS 0
 FE0636
 FE0636.The horizontal coordinates were scaled from a topographic map and have
 FE0636.an estimated accuracy of +/- 6 seconds.
 FE0636
 FE0636.The orthometric height was determined by differential leveling
 FE0636.and adjusted by the National Geodetic Survey in June 1991..
 FE0636
 FE0636.The geoid height was determined by GEOID03.
 FE0636
 FE0636.The dynamic height is computed by dividing the NAVD 88
 FE0636.geopotential number by the normal gravity value computed on the
 FE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0636.degrees latitude (g = 980.6199 gals.).
 FE0636
 FE0636.The modeled gravity was interpolated from observed gravity values.
 FE0636
 FE0636;                    North         East    Units  Estimated Accuracy
 FE0636;SPC TN       -   154,170.      355,510.      MT  (+/- 180 meters Scaled)
 FE0636
 FE0636                          SUPERSEDED SURVEY CONTROL
 FE0636
 FE0636  NGVD 29 (??/??/??)  174.858  (m)          573.68   (f) ADJUSTED    2 0
 FE0636
 FE0636.Superseded values are not recommended for survey control.
 FE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0636.See file dsdata.txt to determine how the superseded data were derived.
 FE0636
 FE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE460511(NAD 83)
 FE0636_MARKER: DB = BENCH MARK DISK
 FE0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0636_STAMPING: X 215 1959
 FE0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0636+STABILITY: SURFACE MOTION
 FE0636
 FE0636  HISTORY     - Date     Condition        Report By
 FE0636  HISTORY     - 1959     MONUMENTED       CGS
 FE0636  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0636
 FE0636                          STATION DESCRIPTION
 FE0636
 FE0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0636'16.2 MI NE FROM JACKSON.
 FE0636'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0636'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0636'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHEAST ON U.S. HIGHWAY
 FE0636'70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE 0.5
 FE0636'MILE NORTH ON BROWNS CHURCH ROAD.  IT IS SET IN THE TOP OF A
 FE0636'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 FE0636'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE ROAD, 23 FEET
 FE0636'WEST OF THE CENTER OF BROWNS CHURCH ROAD, 46 FEET NORTHWEST OF
 FE0636'THE CENTER OF THE ENTRANCE OF A PRIVATE DRIVE, 1 FOOT EAST OF A
 FE0636'FENCE, 2.5 FEET EAST OF A FENCE LINE.
 FE0636
 FE0636                          STATION RECOVERY (2002)
 FE0636
 FE0636'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0023 ***********************************************************************
 FE0023  DESIGNATION -  X 216
 FE0023  PID         -  FE0023
 FE0023  STATE/COUNTY-  TN/HENDERSON
 FE0023  USGS QUAD   -  HOLLADAY (1987)
 FE0023
 FE0023                         *CURRENT SURVEY CONTROL
 FE0023  ___________________________________________________________________
 FE0023* NAD 83(1986)-  35 49 03.     (N)    088 10 49.     (W)     SCALED    
 FE0023* NAVD 88     -       179.161  (meters)     587.80   (feet)  ADJUSTED  
 FE0023  ___________________________________________________________________
 FE0023  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0023  DYNAMIC HT  -         179.004 (meters)     587.28  (feet)  COMP
 FE0023  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 FE0023
 FE0023  VERT ORDER  -  SECOND    CLASS 0
 FE0023
 FE0023.The horizontal coordinates were scaled from a topographic map and have
 FE0023.an estimated accuracy of +/- 6 seconds.
 FE0023
 FE0023.The orthometric height was determined by differential leveling
 FE0023.and adjusted by the National Geodetic Survey in June 1991..
 FE0023
 FE0023.The geoid height was determined by GEOID03.
 FE0023
 FE0023.The dynamic height is computed by dividing the NAVD 88
 FE0023.geopotential number by the normal gravity value computed on the
 FE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0023.degrees latitude (g = 980.6199 gals.).
 FE0023
 FE0023.The modeled gravity was interpolated from observed gravity values.
 FE0023
 FE0023;                    North         East    Units  Estimated Accuracy
 FE0023;SPC TN       -   166,860.      402,990.      MT  (+/- 180 meters Scaled)
 FE0023
 FE0023                          SUPERSEDED SURVEY CONTROL
 FE0023
 FE0023  NGVD 29 (??/??/??)  179.182  (m)          587.87   (f) ADJUSTED    2 0
 FE0023
 FE0023.Superseded values are not recommended for survey control.
 FE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0023.See file dsdata.txt to determine how the superseded data were derived.
 FE0023
 FE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE933643(NAD 83)
 FE0023_MARKER: DB = BENCH MARK DISK
 FE0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0023_STAMPING: X 216 1959
 FE0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0023+STABILITY: SURFACE MOTION
 FE0023
 FE0023  HISTORY     - Date     Condition        Report By
 FE0023  HISTORY     - 1959     MONUMENTED       CGS
 FE0023  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0023
 FE0023                          STATION DESCRIPTION
 FE0023
 FE0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0023'18.8 MI SE FROM YUMA.
 FE0023'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0023'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0023'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO
 FE0023'A T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0023'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0023'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILE
 FE0023'NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.75 MILE NORTHEAST ON
 FE0023'SHILOH TRAIL, THENCE 2.2 MILE EAST AND SOUTH ON A GRAVELED ROAD, ABOUT
 FE0023'160 FT. SOUTH OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 100
 FE0023'FT. NORTH OF THE CENTER OF THE ENTRANCE OF A PRIVATE DRIVE, 22
 FE0023'FT. NORTHEAST OF THE CENTER OF A GRAVELED ROAD, AND 2 FT.
 FE0023'SOUTH-SOUTHEAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FE0023'CONCRETE POST SET FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH
 FE0023'THE ROAD.  NOTE-- EXTENSIVE CUTS MADE FOR NEW ROADS.
 FE0023
 FE0023                          STATION RECOVERY (1972)
 FE0023
 FE0023'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1123 ***********************************************************************
 FD1123  DESIGNATION -  X 217
 FD1123  PID         -  FD1123
 FD1123  STATE/COUNTY-  TN/HUMPHREYS
 FD1123  USGS QUAD   -  LOBELVILLE (1968)
 FD1123
 FD1123                         *CURRENT SURVEY CONTROL
 FD1123  ___________________________________________________________________
 FD1123* NAD 83(1986)-  35 51 43.     (N)    087 50 48.     (W)     SCALED    
 FD1123* NAVD 88     -       203.167  (meters)     666.56   (feet)  ADJUSTED  
 FD1123  ___________________________________________________________________
 FD1123  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD1123  DYNAMIC HT  -         202.993 (meters)     665.99  (feet)  COMP
 FD1123  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FD1123
 FD1123  VERT ORDER  -  SECOND    CLASS 0
 FD1123
 FD1123.The horizontal coordinates were scaled from a topographic map and have
 FD1123.an estimated accuracy of +/- 6 seconds.
 FD1123
 FD1123.The orthometric height was determined by differential leveling
 FD1123.and adjusted by the National Geodetic Survey in June 1991..
 FD1123
 FD1123.The geoid height was determined by GEOID03.
 FD1123
 FD1123.The dynamic height is computed by dividing the NAVD 88
 FD1123.geopotential number by the normal gravity value computed on the
 FD1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1123.degrees latitude (g = 980.6199 gals.).
 FD1123
 FD1123.The modeled gravity was interpolated from observed gravity values.
 FD1123
 FD1123;                    North         East    Units  Estimated Accuracy
 FD1123;SPC TN       -   171,170.      433,230.      MT  (+/- 180 meters Scaled)
 FD1123
 FD1123                          SUPERSEDED SURVEY CONTROL
 FD1123
 FD1123  NGVD 29 (??/??/92)  203.201  (m)          666.67   (f) ADJ UNCH    2 0
 FD1123
 FD1123.Superseded values are not recommended for survey control.
 FD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1123.See file dsdata.txt to determine how the superseded data were derived.
 FD1123
 FD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE235689(NAD 83)
 FD1123_MARKER: DB = BENCH MARK DISK
 FD1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1123_STAMPING: X 217 1959
 FD1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1123+STABILITY: SURFACE MOTION
 FD1123
 FD1123  HISTORY     - Date     Condition        Report By
 FD1123  HISTORY     - 1959     MONUMENTED       CGS
 FD1123  HISTORY     - 1967     GOOD             NGS
 FD1123  HISTORY     - 1973     GOOD             TVA
 FD1123
 FD1123                          STATION DESCRIPTION
 FD1123
 FD1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1123'3.7 MI SW FROM BUFFALO.
 FD1123'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1123'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1123'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVELED ROAD
 FD1123'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1123'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER
 FD1123'BUFFALO RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY
 FD1123'AND WEST ON GRAVELED ROAD FOR 1.4 MILES TO A REVERSE Y RIGHT,
 FD1123'CONTINUE SOUTHWESTERLY ON VERY WINDING ROAD FOR 0.8 MILE TO
 FD1123'TOP OF HILL AND A REVERSE Y LEFT AND THE MARK IN THE SOUTHWEST
 FD1123'ANGLE OF THESE ROADS.  IT IS 28 FEET SOUTH-SOUTHWEST OF THE
 FD1123'APPROXIMATE CENTER OF A GRAVELED ROAD, 19 FEET SOUTHWEST OF THE
 FD1123'APPROXIMATE CENTER OF THE Y INTERSECTION, 2.7 FEET SOUTHWEST
 FD1123'OF A METAL WITNESS POST AND SIGN, ABOUT 2 FEET ABOVE THE ELEVATION
 FD1123'OF THE ROADS, AND AT THE CREST OF THE HILL.  IT IS A STANDARD
 FD1123'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST THAT
 FD1123'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED X 217 1959.
 FD1123'NOTE-- STATION IS 1.05 MILES SOUTH FROM INT. HWY 13 AND I-40
 FD1123'ALONG HWY 13 TO GRAVEL RD RIGHT, THENCE WEST AND SOUTH ALONG
 FD1123'GRAVEL ROAD 2.05 MILES TO T ROAD S.W. THENCE ALONG T RD. S.W.
 FD1123'0.85 MILES TO STATION ON LEFT, 79 FT N 30 W. FROM 14 INCH WHITE
 FD1123'OAK, 8.7 FT. S, 70 E. FROM 16 INCH RED OAK.
 FD1123
 FD1123                          STATION RECOVERY (1973)
 FD1123
 FD1123'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0735 ***********************************************************************
 FD0735  DESIGNATION -  X 218
 FD0735  PID         -  FD0735
 FD0735  STATE/COUNTY-  TN/DICKSON
 FD0735  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0735
 FD0735                         *CURRENT SURVEY CONTROL
 FD0735  ___________________________________________________________________
 FD0735* NAD 83(1986)-  35 59 05.     (N)    087 29 47.     (W)     SCALED    
 FD0735* NAVD 88     -       206.807  (meters)     678.50   (feet)  ADJUSTED  
 FD0735  ___________________________________________________________________
 FD0735  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0735  DYNAMIC HT  -         206.626 (meters)     677.91  (feet)  COMP
 FD0735  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 FD0735
 FD0735  VERT ORDER  -  SECOND    CLASS 0
 FD0735
 FD0735.The horizontal coordinates were scaled from a topographic map and have
 FD0735.an estimated accuracy of +/- 6 seconds.
 FD0735
 FD0735.The orthometric height was determined by differential leveling
 FD0735.and adjusted by the National Geodetic Survey in June 1991..
 FD0735
 FD0735.The geoid height was determined by GEOID03.
 FD0735
 FD0735.The dynamic height is computed by dividing the NAVD 88
 FD0735.geopotential number by the normal gravity value computed on the
 FD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0735.degrees latitude (g = 980.6199 gals.).
 FD0735
 FD0735.The modeled gravity was interpolated from observed gravity values.
 FD0735
 FD0735;                    North         East    Units  Estimated Accuracy
 FD0735;SPC TN       -   184,250.      465,070.      MT  (+/- 180 meters Scaled)
 FD0735
 FD0735                          SUPERSEDED SURVEY CONTROL
 FD0735
 FD0735  NGVD 29 (??/??/92)  206.810  (m)          678.51   (f) ADJ UNCH    2 0
 FD0735
 FD0735.Superseded values are not recommended for survey control.
 FD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0735.See file dsdata.txt to determine how the superseded data were derived.
 FD0735
 FD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE552823(NAD 83)
 FD0735_MARKER: DB = BENCH MARK DISK
 FD0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0735_STAMPING: X 218 1959
 FD0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0735+STABILITY: SURFACE MOTION
 FD0735
 FD0735  HISTORY     - Date     Condition        Report By
 FD0735  HISTORY     - 1959     MONUMENTED       CGS
 FD0735
 FD0735                          STATION DESCRIPTION
 FD0735
 FD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0735'1.5 MI SW FROM OAK GROVE.
 FD0735'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT
 FD0735'7.3 MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTH
 FD0735'ON STATE HIGHWAY 48 0.9 MILE, THENCE 0.6 MILE WEST ON A GRAVELED
 FD0735'ROAD, 19 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 12 FT.
 FD0735'SOUTHWEST OF THE SOUTHWEST CORNER OF A 3 FT. ROUND CONCRETE
 FD0735'CULVERT, 11 FT. EAST OF THE CENTER OF A GATE LEADING TO A
 FD0735'FIELD ROAD, 3 FT. SOUTH OF A FENCE AND 2 FT. SOUTH OF A WITNESS
 FD0735'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 FD0735'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1506 ***********************************************************************
 GC1506  DESIGNATION -  X 219
 GC1506  PID         -  GC1506
 GC1506  STATE/COUNTY-  TN/DAVIDSON
 GC1506  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1506
 GC1506                         *CURRENT SURVEY CONTROL
 GC1506  ___________________________________________________________________
 GC1506* NAD 83(1986)-  36 04 44.     (N)    087 00 35.     (W)     SCALED    
 GC1506* NAVD 88     -       184.537  (meters)     605.44   (feet)  ADJUSTED  
 GC1506  ___________________________________________________________________
 GC1506  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1506  DYNAMIC HT  -         184.377 (meters)     604.91  (feet)  COMP
 GC1506  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GC1506
 GC1506  VERT ORDER  -  SECOND    CLASS 0
 GC1506
 GC1506.The horizontal coordinates were scaled from a topographic map and have
 GC1506.an estimated accuracy of +/- 6 seconds.
 GC1506
 GC1506.The orthometric height was determined by differential leveling
 GC1506.and adjusted by the National Geodetic Survey in June 1991..
 GC1506
 GC1506.The geoid height was determined by GEOID03.
 GC1506
 GC1506.The dynamic height is computed by dividing the NAVD 88
 GC1506.geopotential number by the normal gravity value computed on the
 GC1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1506.degrees latitude (g = 980.6199 gals.).
 GC1506
 GC1506.The modeled gravity was interpolated from observed gravity values.
 GC1506
 GC1506;                    North         East    Units  Estimated Accuracy
 GC1506;SPC TN       -   194,140.      509,060.      MT  (+/- 180 meters Scaled)
 GC1506
 GC1506                          SUPERSEDED SURVEY CONTROL
 GC1506
 GC1506  NGVD 29 (??/??/92)  184.558  (m)          605.50   (f) ADJ UNCH    2 0
 GC1506
 GC1506.Superseded values are not recommended for survey control.
 GC1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1506.See file dsdata.txt to determine how the superseded data were derived.
 GC1506
 GC1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE991926(NAD 83)
 GC1506_MARKER: DB = BENCH MARK DISK
 GC1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1506_STAMPING: X 219 1959
 GC1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1506+STABILITY: SURFACE MOTION
 GC1506
 GC1506  HISTORY     - Date     Condition        Report By
 GC1506  HISTORY     - 1959     MONUMENTED       CGS
 GC1506
 GC1506                          STATION DESCRIPTION
 GC1506
 GC1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1506'7.2 MI E FROM KINGSTON SPRINGS.
 GC1506'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1506'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILES SOUTH ON A GRAVELED
 GC1506'ROAD, THENCE 4.5 MILES EAST ON THE INTERSTATE HIGHWAY, THENCE
 GC1506'0.5 MILE SOUTHEAST ON A PAVED ROAD, THENCE 0.5 MILE NORTH ON A
 GC1506'PAVED ROAD TO A SHARP CURVE IN THE ROAD, THE MARK IS SET ON THE
 GC1506'INSIDE OF A SHARP CURVE, 71 FT. NORTHWEST OF A POWER LINE POLE,
 GC1506'29 FT. NORTHWEST OF THE CENTER OF THE PAVED ROAD, 1 FT. EAST OF A
 GC1506'FENCE AND 1.5 FT. WEST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1506'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 4 FT. ABOVE THE LEVEL
 GC1506'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0725 ***********************************************************************
 FD0725  DESIGNATION -  X 22
 FD0725  PID         -  FD0725
 FD0725  STATE/COUNTY-  TN/HICKMAN
 FD0725  USGS QUAD   -  CENTERVILLE (1987)
 FD0725
 FD0725                         *CURRENT SURVEY CONTROL
 FD0725  ___________________________________________________________________
 FD0725* NAD 83(1986)-  35 50 56.     (N)    087 28 27.     (W)     SCALED    
 FD0725* NAVD 88     -       171.149  (meters)     561.51   (feet)  ADJUSTED  
 FD0725  ___________________________________________________________________
 FD0725  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0725  DYNAMIC HT  -         170.999 (meters)     561.02  (feet)  COMP
 FD0725  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 FD0725
 FD0725  VERT ORDER  -  SECOND    CLASS 0
 FD0725
 FD0725.The horizontal coordinates were scaled from a topographic map and have
 FD0725.an estimated accuracy of +/- 6 seconds.
 FD0725
 FD0725.The orthometric height was determined by differential leveling
 FD0725.and adjusted by the National Geodetic Survey in June 1991..
 FD0725
 FD0725.The geoid height was determined by GEOID03.
 FD0725
 FD0725.The dynamic height is computed by dividing the NAVD 88
 FD0725.geopotential number by the normal gravity value computed on the
 FD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0725.degrees latitude (g = 980.6199 gals.).
 FD0725
 FD0725.The modeled gravity was interpolated from observed gravity values.
 FD0725
 FD0725;                    North         East    Units  Estimated Accuracy
 FD0725;SPC TN       -   169,150.      466,840.      MT  (+/- 180 meters Scaled)
 FD0725
 FD0725                          SUPERSEDED SURVEY CONTROL
 FD0725
 FD0725  NGVD 29 (??/??/92)  171.134  (m)          561.46   (f) ADJ UNCH    2 0
 FD0725
 FD0725.Superseded values are not recommended for survey control.
 FD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0725.See file dsdata.txt to determine how the superseded data were derived.
 FD0725
 FD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE571672(NAD 83)
 FD0725_MARKER: DB = BENCH MARK DISK
 FD0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0725_STAMPING: X 22 1934
 FD0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0725+STABILITY: SURFACE MOTION
 FD0725
 FD0725  HISTORY     - Date     Condition        Report By
 FD0725  HISTORY     - 1934     MONUMENTED       CGS
 FD0725  HISTORY     - 1952     GOOD             TVA
 FD0725
 FD0725                          STATION DESCRIPTION
 FD0725
 FD0725'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FD0725'1.4 MI S FROM NUNNELLY.
 FD0725'1.4 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0725'RAILWAY FROM NUNNELLY, HICKMAN COUNTY, 17-1/4 POLES SOUTH OF
 FD0725'MILEPOST 25, 4 RAILS SOUTH OF A ROAD CROSSING, 45 FEET EAST
 FD0725'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF A FENCE.
 FD0725'A STANDARD DISK, STAMPED X 22 1934 AND SET IN THE TOP OF A
 FD0725'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1027 ***********************************************************************
 GC1027  DESIGNATION -  X 220
 GC1027  PID         -  GC1027
 GC1027  STATE/COUNTY-  TN/ROBERTSON
 GC1027  USGS QUAD   -  ORLINDA (1980)
 GC1027
 GC1027                         *CURRENT SURVEY CONTROL
 GC1027  ___________________________________________________________________
 GC1027* NAD 83(1986)-  36 30 27.     (N)    086 38 32.     (W)     SCALED    
 GC1027* NAVD 88     -       250.655  (meters)     822.36   (feet)  ADJUSTED  
 GC1027  ___________________________________________________________________
 GC1027  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC1027  DYNAMIC HT  -         250.443 (meters)     821.66  (feet)  COMP
 GC1027  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GC1027
 GC1027  VERT ORDER  -  SECOND    CLASS 0
 GC1027
 GC1027.The horizontal coordinates were scaled from a topographic map and have
 GC1027.an estimated accuracy of +/- 6 seconds.
 GC1027
 GC1027.The orthometric height was determined by differential leveling
 GC1027.and adjusted by the National Geodetic Survey in June 1991..
 GC1027
 GC1027.The geoid height was determined by GEOID03.
 GC1027
 GC1027.The dynamic height is computed by dividing the NAVD 88
 GC1027.geopotential number by the normal gravity value computed on the
 GC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1027.degrees latitude (g = 980.6199 gals.).
 GC1027
 GC1027.The modeled gravity was interpolated from observed gravity values.
 GC1027
 GC1027;                    North         East    Units  Estimated Accuracy
 GC1027;SPC TN       -   241,420.      542,470.      MT  (+/- 180 meters Scaled)
 GC1027
 GC1027                          SUPERSEDED SURVEY CONTROL
 GC1027
 GC1027  NGVD 29 (??/??/92)  250.723  (m)          822.58   (f) ADJ UNCH    2 0
 GC1027
 GC1027.Superseded values are not recommended for survey control.
 GC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1027.See file dsdata.txt to determine how the superseded data were derived.
 GC1027
 GC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF320403(NAD 83)
 GC1027_MARKER: DB = BENCH MARK DISK
 GC1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1027_STAMPING: X 220 1959
 GC1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1027+STABILITY: SURFACE MOTION
 GC1027
 GC1027  HISTORY     - Date     Condition        Report By
 GC1027  HISTORY     - 1959     MONUMENTED       CGS
 GC1027
 GC1027                          STATION DESCRIPTION
 GC1027
 GC1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1027'6.2 MI N FROM WHITE HOUSE.
 GC1027'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1027'31W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC1027'THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE 0.8
 GC1027'MILE NORTHWEST ON A PAVED ROAD, THENCE 1.5 MILES EAST ON A
 GC1027'GRAVELED ROAD TO THE JUNCTION OF U.S. HIGHWAY 31W, 71 FT. WEST
 GC1027'OF THE CENTER OF U.S. HIGHWAY 31W, 32 FT. NORTH OF THE CENTER
 GC1027'OF THE GRAVELED ROAD, 24 FT. SOUTHEAST OF A POWER LINE POLE,
 GC1027'ABOUT 130 FT. NORTHEAST OF THE HORSESHOE CHURCH, SET IN A
 GC1027'FENCE CORNER, AND 1 FT. WEST OF A WITNESS SIGN, A DISK SET IN
 GC1027'TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 6 FT.
 GC1027'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0491 ***********************************************************************
 GC0491  DESIGNATION -  X 221 RESET
 GC0491  PID         -  GC0491
 GC0491  STATE/COUNTY-  TN/DAVIDSON
 GC0491  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0491
 GC0491                         *CURRENT SURVEY CONTROL
 GC0491  ___________________________________________________________________
 GC0491* NAD 83(1986)-  36 13 47.     (N)    086 45 34.     (W)     SCALED    
 GC0491* NAVD 88     -       165.50   (+/-2cm)     543.0    (feet)  VERTCON   
 GC0491  ___________________________________________________________________
 GC0491  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0491
 GC0491  VERT ORDER  -  THIRD (See Below)
 GC0491
 GC0491.The horizontal coordinates were scaled from a topographic map and have
 GC0491.an estimated accuracy of +/- 6 seconds.
 GC0491
 GC0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0491.The vertical order pertains to the NGVD 29 superseded value.
 GC0491
 GC0491.The geoid height was determined by GEOID03.
 GC0491
 GC0491;                    North         East    Units  Estimated Accuracy
 GC0491;SPC TN       -   210,670.      531,730.      MT  (+/- 180 meters Scaled)
 GC0491
 GC0491                          SUPERSEDED SURVEY CONTROL
 GC0491
 GC0491  NGVD 29 (??/??/??)  165.53   (m)          543.1    (f) RESET       3  
 GC0491
 GC0491.Superseded values are not recommended for survey control.
 GC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0491.See file dsdata.txt to determine how the superseded data were derived.
 GC0491
 GC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF216094(NAD 83)
 GC0491_MARKER: DB = BENCH MARK DISK
 GC0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0491_SP_SET: BRIDGE
 GC0491_STAMPING: X 221 1959 RESET 1964
 GC0491_MARK LOGO: CGS   
 GC0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0491
 GC0491  HISTORY     - Date     Condition        Report By
 GC0491  HISTORY     - 1964     MONUMENTED       CGS
 GC0491
 GC0491                          STATION DESCRIPTION
 GC0491
 GC0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GC0491'AT NASHVILLE.
 GC0491'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0491'(U.S. HIGHWAY 41 AND 31W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0491'DICKERSON ROAD FOR 1.6 MILES TO A CONCRETE BRIDGE.  THE BENCH
 GC0491'MARK IS SET FLUSH IN THE TOP OF THE SOUTHWEST HEADWALL OF THE
 GC0491'CONCRETE BRIDGE OVER A SMALL CREEK, ABOUT 57 PACES NORTH OF
 GC0491'EWING DRIVE, 57 FEET SOUTH OF A POWERLINE TRANSFORMER POLE, 36
 GC0491'FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 31W
 GC0491'(DICKERSON ROAD), 16 FEET EAST-NORTHEAST OF A LIGHT POLE, AND
 GC0491'1.2 FEET NORTH OF THE SOUTH END OF THE BRIDGE, CEMENTED INTO A
 GC0491'DRILLHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0528 ***********************************************************************
 FD0528  DESIGNATION -  X 222
 FD0528  PID         -  FD0528
 FD0528  STATE/COUNTY-  TN/WILLIAMSON
 FD0528  USGS QUAD   -  FRANKLIN (1981)
 FD0528
 FD0528                         *CURRENT SURVEY CONTROL
 FD0528  ___________________________________________________________________
 FD0528* NAD 83(1986)-  35 55 00.     (N)    086 50 21.     (W)     SCALED    
 FD0528* NAVD 88     -       214.784  (meters)     704.67   (feet)  ADJUSTED  
 FD0528  ___________________________________________________________________
 FD0528  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0528  DYNAMIC HT  -         214.596 (meters)     704.05  (feet)  COMP
 FD0528  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0528
 FD0528  VERT ORDER  -  SECOND    CLASS 0
 FD0528
 FD0528.The horizontal coordinates were scaled from a topographic map and have
 FD0528.an estimated accuracy of +/- 6 seconds.
 FD0528
 FD0528.The orthometric height was determined by differential leveling
 FD0528.and adjusted by the National Geodetic Survey in June 1991..
 FD0528
 FD0528.The geoid height was determined by GEOID03.
 FD0528
 FD0528.The dynamic height is computed by dividing the NAVD 88
 FD0528.geopotential number by the normal gravity value computed on the
 FD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0528.degrees latitude (g = 980.6199 gals.).
 FD0528
 FD0528.The modeled gravity was interpolated from observed gravity values.
 FD0528
 FD0528;                    North         East    Units  Estimated Accuracy
 FD0528;SPC TN       -   175,990.      524,260.      MT  (+/- 180 meters Scaled)
 FD0528
 FD0528                          SUPERSEDED SURVEY CONTROL
 FD0528
 FD0528  NGVD 29 (??/??/92)  214.772  (m)          704.63   (f) ADJ UNCH    2 0
 FD0528
 FD0528.Superseded values are not recommended for survey control.
 FD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0528.See file dsdata.txt to determine how the superseded data were derived.
 FD0528
 FD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145747(NAD 83)
 FD0528_MARKER: DB = BENCH MARK DISK
 FD0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0528_STAMPING: X 222 1960
 FD0528_MARK LOGO: CGS   
 FD0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0528+STABILITY: SURFACE MOTION
 FD0528
 FD0528  HISTORY     - Date     Condition        Report By
 FD0528  HISTORY     - 1960     MONUMENTED       CGS
 FD0528  HISTORY     - 1984     GOOD             NGS
 FD0528
 FD0528                          STATION DESCRIPTION
 FD0528
 FD0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0528'1.8 MI E FROM FRANKLIN.
 FD0528'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0528'L. AND N. RAILROAD, THEN 1.6 MILE EAST ON STATE HIGHWAY 96.
 FD0528'THE BENCH MARK IS 23 FT. NORTH OF THE CENTER OF STATE HIGHWAY
 FD0528'96, 12 FT. SOUTHEAST OF A POWER LINE POLE, 11 FT. SOUTH OF A FENCE.
 FD0528'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH
 FD0528'CONCRETE HEADWALL OF A CONCRETE CULVERT.
 FD0528
 FD0528                          STATION RECOVERY (1984)
 FD0528
 FD0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0528'RECOVERED IN GOOD CONDITION.  NOTE, AT ENTRANCE TO THE INDIAN SPRINGS
 FD0528'SUBDIVISION, THE EAST-WEST FENCE HAS BEEN REMOVED AND THE DISK IS
 FD0528'LOCATED IN THE CENTER OF THE HEADWALL.  NOTE, NOT LEVELED TO DURING
 FD0528'THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0537 ***********************************************************************
 FD0537  DESIGNATION -  X 223
 FD0537  PID         -  FD0537
 FD0537  STATE/COUNTY-  TN/WILLIAMSON
 FD0537  USGS QUAD   -  FRANKLIN (1981)
 FD0537
 FD0537                         *CURRENT SURVEY CONTROL
 FD0537  ___________________________________________________________________
 FD0537* NAD 83(1986)-  35 52 42.     (N)    086 49 55.     (W)     SCALED    
 FD0537* NAVD 88     -       199.819  (meters)     655.57   (feet)  ADJUSTED  
 FD0537  ___________________________________________________________________
 FD0537  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0537  DYNAMIC HT  -         199.642 (meters)     654.99  (feet)  COMP
 FD0537  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FD0537
 FD0537  VERT ORDER  -  SECOND    CLASS 0
 FD0537
 FD0537.The horizontal coordinates were scaled from a topographic map and have
 FD0537.an estimated accuracy of +/- 6 seconds.
 FD0537
 FD0537.The orthometric height was determined by differential leveling
 FD0537.and adjusted by the National Geodetic Survey in June 1991..
 FD0537
 FD0537.The geoid height was determined by GEOID03.
 FD0537
 FD0537.The dynamic height is computed by dividing the NAVD 88
 FD0537.geopotential number by the normal gravity value computed on the
 FD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0537.degrees latitude (g = 980.6199 gals.).
 FD0537
 FD0537.The modeled gravity was interpolated from observed gravity values.
 FD0537
 FD0537;                    North         East    Units  Estimated Accuracy
 FD0537;SPC TN       -   171,740.      524,880.      MT  (+/- 180 meters Scaled)
 FD0537
 FD0537                          SUPERSEDED SURVEY CONTROL
 FD0537
 FD0537  NGVD 29 (??/??/92)  199.803  (m)          655.52   (f) ADJ UNCH    2 0
 FD0537
 FD0537.Superseded values are not recommended for survey control.
 FD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0537.See file dsdata.txt to determine how the superseded data were derived.
 FD0537
 FD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE151704(NAD 83)
 FD0537_MARKER: DB = BENCH MARK DISK
 FD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0537_STAMPING: X 223 1960
 FD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0537+STABILITY: SURFACE MOTION
 FD0537
 FD0537  HISTORY     - Date     Condition        Report By
 FD0537  HISTORY     - 1960     MONUMENTED       CGS
 FD0537
 FD0537                          STATION DESCRIPTION
 FD0537
 FD0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0537'5.3 MI SE FROM FRANKLIN.
 FD0537'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0537'L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY 96,
 FD0537'THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST ON A
 FD0537'GRAVELED ROAD, THEN 1.3 MILES SOUTH ON INTERSTATE HIGHWAY 65.
 FD0537'THE BENCH MARK IS ABOUT 212 FT. WEST OF THE CENTER OF THE
 FD0537'INTERSTATE HIGHWAY, 37 FT. SOUTH OF THE CENTER OF A FIELD ROAD
 FD0537'GATE, 5.5 FT. NORTH OF A 12-INCH LONE CEDAR TREE, 1.4 FT. EAST OF
 FD0537'A FENCE AND 1.4 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET
 FD0537'IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0387 ***********************************************************************
 FD0387  DESIGNATION -  X 224
 FD0387  PID         -  FD0387
 FD0387  STATE/COUNTY-  TN/MARSHALL
 FD0387  USGS QUAD   -  BRICK CHURCH (1981)
 FD0387
 FD0387                         *CURRENT SURVEY CONTROL
 FD0387  ___________________________________________________________________
 FD0387* NAD 83(1986)-  35 19 30.     (N)    086 53 07.     (W)     SCALED    
 FD0387* NAVD 88     -       244.949  (meters)     803.64   (feet)  ADJUSTED  
 FD0387  ___________________________________________________________________
 FD0387  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0387  DYNAMIC HT  -         244.723 (meters)     802.90  (feet)  COMP
 FD0387  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FD0387
 FD0387  VERT ORDER  -  SECOND    CLASS 0
 FD0387
 FD0387.The horizontal coordinates were scaled from a topographic map and have
 FD0387.an estimated accuracy of +/- 6 seconds.
 FD0387
 FD0387.The orthometric height was determined by differential leveling
 FD0387.and adjusted by the National Geodetic Survey in June 1991..
 FD0387
 FD0387.The geoid height was determined by GEOID03.
 FD0387
 FD0387.The dynamic height is computed by dividing the NAVD 88
 FD0387.geopotential number by the normal gravity value computed on the
 FD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0387.degrees latitude (g = 980.6199 gals.).
 FD0387
 FD0387.The modeled gravity was interpolated from observed gravity values.
 FD0387
 FD0387;                    North         East    Units  Estimated Accuracy
 FD0387;SPC TN       -   110,390.      519,510.      MT  (+/- 180 meters Scaled)
 FD0387
 FD0387                          SUPERSEDED SURVEY CONTROL
 FD0387
 FD0387  NGVD 29 (??/??/92)  244.927  (m)          803.56   (f) ADJ UNCH    2 0
 FD0387
 FD0387.Superseded values are not recommended for survey control.
 FD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0387.See file dsdata.txt to determine how the superseded data were derived.
 FD0387
 FD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104090(NAD 83)
 FD0387_MARKER: DB = BENCH MARK DISK
 FD0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0387_STAMPING: X 224 1960
 FD0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0387+STABILITY: SURFACE MOTION
 FD0387
 FD0387  HISTORY     - Date     Condition        Report By
 FD0387  HISTORY     - 1960     MONUMENTED       CGS
 FD0387
 FD0387                          STATION DESCRIPTION
 FD0387
 FD0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0387'5.7 MI SW FROM CORNERSVILLE.
 FD0387'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0387'HIGHWAY 31A FOR 4.45 MILES, THEN 1.25 MILES NORTH ON INTERSTATE
 FD0387'HIGHWAY 65 TO THE INTERSECTION OF A GRAVEL ROAD.  THE BENCH
 FD0387'MARK IS ABOUT 300 FT. EAST OF THE CENTER OF INTERSTATE HIGHWAY
 FD0387'65, 27 FT. WEST OF A TELEPHONE POLE, 14 FT. SOUTH OF THE CENTER
 FD0387'OF THE GRAVEL ROAD, 1.2 FT. SOUTH OF A WITNESS SIGN AND SET
 FD0387'IN A FENCE LINE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0387'PROJECTING 3 INCHES, AND ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FD0387'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0466 ***********************************************************************
 FD0466  DESIGNATION -  X 225
 FD0466  PID         -  FD0466
 FD0466  STATE/COUNTY-  TN/GILES
 FD0466  USGS QUAD   -  ELKTON (1982)
 FD0466
 FD0466                         *CURRENT SURVEY CONTROL
 FD0466  ___________________________________________________________________
 FD0466* NAD 83(1986)-  35 01 43.     (N)    086 58 48.     (W)     SCALED    
 FD0466* NAVD 88     -       196.749  (meters)     645.50   (feet)  ADJUSTED  
 FD0466  ___________________________________________________________________
 FD0466  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0466  DYNAMIC HT  -         196.564 (meters)     644.89  (feet)  COMP
 FD0466  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 FD0466
 FD0466  VERT ORDER  -  SECOND    CLASS 0
 FD0466
 FD0466.The horizontal coordinates were scaled from a topographic map and have
 FD0466.an estimated accuracy of +/- 6 seconds.
 FD0466
 FD0466.The orthometric height was determined by differential leveling
 FD0466.and adjusted by the National Geodetic Survey in June 1991..
 FD0466
 FD0466.The geoid height was determined by GEOID03.
 FD0466
 FD0466.The dynamic height is computed by dividing the NAVD 88
 FD0466.geopotential number by the normal gravity value computed on the
 FD0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0466.degrees latitude (g = 980.6199 gals.).
 FD0466
 FD0466.The modeled gravity was interpolated from observed gravity values.
 FD0466
 FD0466;                    North         East    Units  Estimated Accuracy
 FD0466;SPC TN       -    77,590.      510,570.      MT  (+/- 180 meters Scaled)
 FD0466
 FD0466                          SUPERSEDED SURVEY CONTROL
 FD0466
 FD0466  NGVD 29 (??/??/92)  196.709  (m)          645.37   (f) ADJ UNCH    2 0
 FD0466
 FD0466.Superseded values are not recommended for survey control.
 FD0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0466.See file dsdata.txt to determine how the superseded data were derived.
 FD0466
 FD0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED018762(NAD 83)
 FD0466_MARKER: DB = BENCH MARK DISK
 FD0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0466_SP_SET: CULVERT
 FD0466_STAMPING: X 225 1960
 FD0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0466
 FD0466  HISTORY     - Date     Condition        Report By
 FD0466  HISTORY     - 1960     MONUMENTED       CGS
 FD0466
 FD0466                          STATION DESCRIPTION
 FD0466
 FD0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0466'1.4 MI E FROM PROSPECT.
 FD0466'FROM THE POST OFFICE IN PROSPECT, GO EAST ON A PAVED ROAD FOR
 FD0466'1.35 MILES, THEN 0.05 MILES EAST ON A GRAVEL ROAD TO A CONCRETE
 FD0466'CULVERT.  THE BENCH MARK IS CEMENTED IN A DRILL HOLE IN THE TOP
 FD0466'OF THE SOUTHWEST WINGWALL OF THE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0270 ***********************************************************************
 GC0270  DESIGNATION -  X 226
 GC0270  PID         -  GC0270
 GC0270  STATE/COUNTY-  TN/WILSON
 GC0270  USGS QUAD   -  LEBANON (1983)
 GC0270
 GC0270                         *CURRENT SURVEY CONTROL
 GC0270  ___________________________________________________________________
 GC0270* NAD 83(1986)-  36 09 57.     (N)    086 15 22.     (W)     SCALED    
 GC0270* NAVD 88     -       187.777  (meters)     616.07   (feet)  ADJUSTED  
 GC0270  ___________________________________________________________________
 GC0270  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC0270  DYNAMIC HT  -         187.620 (meters)     615.55  (feet)  COMP
 GC0270  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GC0270
 GC0270  VERT ORDER  -  SECOND    CLASS 0
 GC0270
 GC0270.The horizontal coordinates were scaled from a topographic map and have
 GC0270.an estimated accuracy of +/- 6 seconds.
 GC0270
 GC0270.The orthometric height was determined by differential leveling
 GC0270.and adjusted by the National Geodetic Survey in June 1991..
 GC0270
 GC0270.The geoid height was determined by GEOID03.
 GC0270
 GC0270.The dynamic height is computed by dividing the NAVD 88
 GC0270.geopotential number by the normal gravity value computed on the
 GC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0270.degrees latitude (g = 980.6199 gals.).
 GC0270
 GC0270.The modeled gravity was interpolated from observed gravity values.
 GC0270
 GC0270;                    North         East    Units  Estimated Accuracy
 GC0270;SPC TN       -   203,350.      576,960.      MT  (+/- 180 meters Scaled)
 GC0270
 GC0270                          SUPERSEDED SURVEY CONTROL
 GC0270
 GC0270  NGVD 29 (??/??/92)  187.844  (m)          616.28   (f) ADJ UNCH    2 0
 GC0270
 GC0270.Superseded values are not recommended for survey control.
 GC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0270.See file dsdata.txt to determine how the superseded data were derived.
 GC0270
 GC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF669025(NAD 83)
 GC0270_MARKER: DB = BENCH MARK DISK
 GC0270_SETTING: 66 = SET IN ROCK OUTCROP
 GC0270_SP_SET: BEDROCK
 GC0270_STAMPING: X 226 1960
 GC0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0270+STABILITY: POSITION/ELEVATION WELL
 GC0270
 GC0270  HISTORY     - Date     Condition        Report By
 GC0270  HISTORY     - 1960     MONUMENTED       CGS
 GC0270
 GC0270                          STATION DESCRIPTION
 GC0270
 GC0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0270'3.7 MI S FROM LEBANON.
 GC0270'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0270'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 0.1 MILE EAST
 GC0270'ON A TRACK ROAD, THEN 1.0 MILES SOUTH ON STATE HIGHWAY 26, THEN
 GC0270'0.9 MILES SOUTH ON THE TENNESSEE CENTRAL RAILWAY TO A PRIVATE
 GC0270'ROAD CROSSING.  THE BENCH MARK IS 72 FT. WEST OF THE WEST RAIL,
 GC0270'17 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, AND 12 FT. NORTH
 GC0270'OF A FENCE.  THE DISK IS CEMENTED IN A DRILL HOLE IN A LARGE
 GC0270'OUTCROPPING BEDROCK THAT IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 GC0270'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0606 ***********************************************************************
 FD0606  DESIGNATION -  X 227
 FD0606  PID         -  FD0606
 FD0606  STATE/COUNTY-  TN/RUTHERFORD
 FD0606  USGS QUAD   -  SMYRNA (1998)
 FD0606
 FD0606                         *CURRENT SURVEY CONTROL
 FD0606  ___________________________________________________________________
 FD0606* NAD 83(1986)-  35 57 54.     (N)    086 34 03.     (W)     SCALED    
 FD0606* NAVD 88     -       183.130  (meters)     600.82   (feet)  ADJUSTED  
 FD0606  ___________________________________________________________________
 FD0606  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0606  DYNAMIC HT  -         182.971 (meters)     600.30  (feet)  COMP
 FD0606  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 FD0606
 FD0606  VERT ORDER  -  SECOND    CLASS 0
 FD0606
 FD0606.The horizontal coordinates were scaled from a topographic map and have
 FD0606.an estimated accuracy of +/- 6 seconds.
 FD0606
 FD0606.The orthometric height was determined by differential leveling
 FD0606.and adjusted by the National Geodetic Survey in June 1991..
 FD0606
 FD0606.The geoid height was determined by GEOID03.
 FD0606
 FD0606.The dynamic height is computed by dividing the NAVD 88
 FD0606.geopotential number by the normal gravity value computed on the
 FD0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0606.degrees latitude (g = 980.6199 gals.).
 FD0606
 FD0606.The modeled gravity was interpolated from observed gravity values.
 FD0606
 FD0606;                    North         East    Units  Estimated Accuracy
 FD0606;SPC TN       -   181,180.      548,810.      MT  (+/- 180 meters Scaled)
 FD0606
 FD0606                          SUPERSEDED SURVEY CONTROL
 FD0606
 FD0606  NGVD 29 (??/??/92)  183.147  (m)          600.87   (f) ADJ UNCH    2 0
 FD0606
 FD0606.Superseded values are not recommended for survey control.
 FD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0606.See file dsdata.txt to determine how the superseded data were derived.
 FD0606
 FD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE389801(NAD 83)
 FD0606_MARKER: DB = BENCH MARK DISK
 FD0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0606_SP_SET: BRIDGE
 FD0606_STAMPING: X 227 1960
 FD0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0606
 FD0606  HISTORY     - Date     Condition        Report By
 FD0606  HISTORY     - 1960     MONUMENTED       CGS
 FD0606  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0606
 FD0606                          STATION DESCRIPTION
 FD0606
 FD0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0606'7.6 MI SE FROM ANTIOCH.
 FD0606'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0606'ROAD FOR 0.1 MILE, THEN 7.55 MILES SOUTHEAST ON INTERSTATE
 FD0606'HIGHWAY 24 TO THE INTERSECTION OF ROCK SPRING ROAD, THEN 0.15
 FD0606'MILES SOUTH OF ROCK SPRING ROAD TO A CONCRETE BRIDGE OVER A
 FD0606'SMALL CREEK.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 FD0606'THE NORTHWEST WINGWALL OF THE BRIDGE.
 FD0606
 FD0606                          STATION RECOVERY (2001)
 FD0606
 FD0606'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0117 ***********************************************************************
 FD0117  DESIGNATION -  X 228
 FD0117  PID         -  FD0117
 FD0117  STATE/COUNTY-  TN/COFFEE
 FD0117  USGS QUAD   -  NOAH (1976)
 FD0117
 FD0117                         *CURRENT SURVEY CONTROL
 FD0117  ___________________________________________________________________
 FD0117* NAD 83(1986)-  35 36 41.     (N)    086 13 31.     (W)     SCALED    
 FD0117* NAVD 88     -       274.477  (meters)     900.51   (feet)  ADJUSTED  
 FD0117  ___________________________________________________________________
 FD0117  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0117  DYNAMIC HT  -         274.222 (meters)     899.68  (feet)  COMP
 FD0117  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 FD0117
 FD0117  VERT ORDER  -  SECOND    CLASS 0
 FD0117
 FD0117.The horizontal coordinates were scaled from a topographic map and have
 FD0117.an estimated accuracy of +/- 6 seconds.
 FD0117
 FD0117.The orthometric height was determined by differential leveling
 FD0117.and adjusted by the National Geodetic Survey in June 1991..
 FD0117
 FD0117.The geoid height was determined by GEOID03.
 FD0117
 FD0117.The dynamic height is computed by dividing the NAVD 88
 FD0117.geopotential number by the normal gravity value computed on the
 FD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0117.degrees latitude (g = 980.6199 gals.).
 FD0117
 FD0117.The modeled gravity was interpolated from observed gravity values.
 FD0117
 FD0117;                    North         East    Units  Estimated Accuracy
 FD0117;SPC TN       -   141,820.      579,590.      MT  (+/- 180 meters Scaled)
 FD0117
 FD0117                          SUPERSEDED SURVEY CONTROL
 FD0117
 FD0117  NGVD 29 (??/??/92)  274.474  (m)          900.50   (f) ADJ UNCH    2 0
 FD0117
 FD0117.Superseded values are not recommended for survey control.
 FD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0117.See file dsdata.txt to determine how the superseded data were derived.
 FD0117
 FD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE701411(NAD 83)
 FD0117_MARKER: DB = BENCH MARK DISK
 FD0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0117_SP_SET: CULVERT
 FD0117_STAMPING: X 228 1960
 FD0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0117
 FD0117  HISTORY     - Date     Condition        Report By
 FD0117  HISTORY     - 1960     MONUMENTED       CGS
 FD0117
 FD0117                          STATION DESCRIPTION
 FD0117
 FD0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0117'1.3 MI SE FROM BEECH GROVE.
 FD0117'FROM THE POST OFFICE IN BEECH GROVE, GO 1.3 MILES SOUTHEAST ON
 FD0117'U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE
 FD0117'BENCH MARK IS 20 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 FD0117'41.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF
 FD0117'THE SOUTHWEST CONCRETE HEADWALL OF THE CULVERT, AND ABOUT 2 FT.
 FD0117'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0159 ***********************************************************************
 GD0159  DESIGNATION -  X 23
 GD0159  PID         -  GD0159
 GD0159  STATE/COUNTY-  TN/HENRY
 GD0159  USGS QUAD   -  MANSFIELD (1985)
 GD0159
 GD0159                         *CURRENT SURVEY CONTROL
 GD0159  ___________________________________________________________________
 GD0159* NAD 83(1986)-  36 14 51.     (N)    088 21 33.     (W)     SCALED    
 GD0159* NAVD 88     -       153.696  (meters)     504.25   (feet)  ADJUSTED  
 GD0159  ___________________________________________________________________
 GD0159  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0159  DYNAMIC HT  -         153.568 (meters)     503.83  (feet)  COMP
 GD0159  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GD0159
 GD0159  VERT ORDER  -  SECOND    CLASS 0
 GD0159
 GD0159.The horizontal coordinates were scaled from a topographic map and have
 GD0159.an estimated accuracy of +/- 6 seconds.
 GD0159
 GD0159.The orthometric height was determined by differential leveling
 GD0159.and adjusted by the National Geodetic Survey in June 1991..
 GD0159
 GD0159.The geoid height was determined by GEOID03.
 GD0159
 GD0159.The dynamic height is computed by dividing the NAVD 88
 GD0159.geopotential number by the normal gravity value computed on the
 GD0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0159.degrees latitude (g = 980.6199 gals.).
 GD0159
 GD0159.The modeled gravity was interpolated from observed gravity values.
 GD0159
 GD0159;                    North         East    Units  Estimated Accuracy
 GD0159;SPC TN       -   214,930.      387,980.      MT  (+/- 180 meters Scaled)
 GD0159
 GD0159                          SUPERSEDED SURVEY CONTROL
 GD0159
 GD0159  NGVD 29 (??/??/??)  153.736  (m)          504.38   (f) ADJUSTED    2 0
 GD0159
 GD0159.Superseded values are not recommended for survey control.
 GD0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0159.See file dsdata.txt to determine how the superseded data were derived.
 GD0159
 GD0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF778122(NAD 83)
 GD0159_MARKER: DB = BENCH MARK DISK
 GD0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0159_STAMPING: X 23 1934 504.582
 GD0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0159+STABILITY: SURFACE MOTION
 GD0159
 GD0159  HISTORY     - Date     Condition        Report By
 GD0159  HISTORY     - 1934     MONUMENTED       CGS
 GD0159  HISTORY     - 1968     GOOD             CGS
 GD0159  HISTORY     - 1971     GOOD             NGS
 GD0159
 GD0159                          STATION DESCRIPTION
 GD0159
 GD0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0159'4.5 MI SW FROM PARIS.
 GD0159'THE MARK IS 4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GD0159'NASHVILLE RAILROAD FROM THE STATION AT PARIS, 0.4 OF A MILE NORTH
 GD0159'OF MILEPOST NO. 252, AT A ROAD CROSSING, 50 FEET SOUTH OF THE
 GD0159'APPROXIMATE CENTER OF A GRAVELED ROAD, 34 FEET WEST OF THE WEST
 GD0159'RAIL OF THE RAILROAD TRACK, 33 FEET EAST OF A 16-INCH SWEETGUM
 GD0159'TREE, 14 FEET WEST OF A NORTHEAST FENCE CORNER POST, AND 1.8
 GD0159'FEET NORTH OF A METAL WITNESS POST AND SIGN, IN A FENCE.  IT IS
 GD0159'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0159'MONUMENT ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GD0159'DISK IS STAMPED X 23 1934 504.582.
 GD0159
 GD0159                          STATION RECOVERY (1971)
 GD0159
 GD0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1699 ***********************************************************************
 GB1699  DESIGNATION -  X 230
 GB1699  PID         -  GB1699
 GB1699  STATE/COUNTY-  TN/PUTNAM
 GB1699  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1699
 GB1699                         *CURRENT SURVEY CONTROL
 GB1699  ___________________________________________________________________
 GB1699* NAD 83(1986)-  36 08 52.     (N)    085 24 15.     (W)     SCALED    
 GB1699* NAVD 88     -       296.675  (meters)     973.34   (feet)  ADJUSTED  
 GB1699  ___________________________________________________________________
 GB1699  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB1699  DYNAMIC HT  -         296.406 (meters)     972.46  (feet)  COMP
 GB1699  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 GB1699
 GB1699  VERT ORDER  -  SECOND    CLASS 0
 GB1699
 GB1699.The horizontal coordinates were scaled from a topographic map and have
 GB1699.an estimated accuracy of +/- 6 seconds.
 GB1699
 GB1699.The orthometric height was determined by differential leveling
 GB1699.and adjusted by the National Geodetic Survey in June 1991..
 GB1699
 GB1699.The geoid height was determined by GEOID03.
 GB1699
 GB1699.The dynamic height is computed by dividing the NAVD 88
 GB1699.geopotential number by the normal gravity value computed on the
 GB1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1699.degrees latitude (g = 980.6199 gals.).
 GB1699
 GB1699.The modeled gravity was interpolated from observed gravity values.
 GB1699
 GB1699;                    North         East    Units  Estimated Accuracy
 GB1699;SPC TN       -   201,480.      653,620.      MT  (+/- 180 meters Scaled)
 GB1699
 GB1699                          SUPERSEDED SURVEY CONTROL
 GB1699
 GB1699  NGVD 29 (??/??/92)  296.727  (m)          973.51   (f) ADJ UNCH    2 0
 GB1699
 GB1699.Superseded values are not recommended for survey control.
 GB1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1699.See file dsdata.txt to determine how the superseded data were derived.
 GB1699
 GB1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF435015(NAD 83)
 GB1699_MARKER: DB = BENCH MARK DISK
 GB1699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1699_SP_SET: BRIDGE
 GB1699_STAMPING: X 230 1960
 GB1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1699
 GB1699  HISTORY     - Date     Condition        Report By
 GB1699  HISTORY     - 1960     MONUMENTED       CGS
 GB1699
 GB1699                          STATION DESCRIPTION
 GB1699
 GB1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1699'7.8 MI SE FROM COOKEVILLE.
 GB1699'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1699'HIGHWAY 42, THEN 3.05 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE
 GB1699'JUNCTION OF U.S. HIGHWAY 70N, THEN 1.4 MILES EAST ON A PAVED
 GB1699'ROAD TO A T JUNCTION, THEN 0.6 MILE NORTH AND EAST ON A
 GB1699'GRAVELED ROAD TO A T JUNCTION, CONTINUE EAST FOR 0.9 MILE ON A
 GB1699'GRAVELED ROAD TO A SMALL BRIDGE.  THE BENCH MARK IS 45 FT. EAST
 GB1699'OF A GRAVEL FARM LANE, AND 14 FT. SOUTH OF THE CENTER OF THE
 GB1699'BRIDGE.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB1699'SOUTHEAST WINGWALL AT THE EAST END OF THE BRIDGE AND IS ABOUT 1
 GB1699'FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1058 ***********************************************************************
 FC1058  DESIGNATION -  X 231
 FC1058  PID         -  FC1058
 FC1058  STATE/COUNTY-  TN/CUMBERLAND
 FC1058  USGS QUAD   -  CROSSVILLE (1982)
 FC1058
 FC1058                         *CURRENT SURVEY CONTROL
 FC1058  ___________________________________________________________________
 FC1058* NAD 83(1986)-  35 58 31.     (N)    085 00 56.     (W)     SCALED    
 FC1058* NAVD 88     -       547.730  (meters)    1797.01   (feet)  ADJUSTED  
 FC1058  ___________________________________________________________________
 FC1058  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1058  DYNAMIC HT  -         547.221 (meters)    1795.34  (feet)  COMP
 FC1058  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FC1058
 FC1058  VERT ORDER  -  SECOND    CLASS 0
 FC1058
 FC1058.The horizontal coordinates were scaled from a topographic map and have
 FC1058.an estimated accuracy of +/- 6 seconds.
 FC1058
 FC1058.The orthometric height was determined by differential leveling
 FC1058.and adjusted by the National Geodetic Survey in June 1991..
 FC1058
 FC1058.The geoid height was determined by GEOID03.
 FC1058
 FC1058.The dynamic height is computed by dividing the NAVD 88
 FC1058.geopotential number by the normal gravity value computed on the
 FC1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1058.degrees latitude (g = 980.6199 gals.).
 FC1058
 FC1058.The modeled gravity was interpolated from observed gravity values.
 FC1058
 FC1058;                    North         East    Units  Estimated Accuracy
 FC1058;SPC TN       -   182,620.      688,780.      MT  (+/- 180 meters Scaled)
 FC1058
 FC1058                          SUPERSEDED SURVEY CONTROL
 FC1058
 FC1058  NGVD 29 (??/??/92)  547.792  (m)         1797.21   (f) ADJ UNCH    2 0
 FC1058
 FC1058.Superseded values are not recommended for survey control.
 FC1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1058.See file dsdata.txt to determine how the superseded data were derived.
 FC1058
 FC1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE789830(NAD 83)
 FC1058_MARKER: DB = BENCH MARK DISK
 FC1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1058_STAMPING: X 231 1960
 FC1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1058+STABILITY: SURFACE MOTION
 FC1058
 FC1058  HISTORY     - Date     Condition        Report By
 FC1058  HISTORY     - 1960     MONUMENTED       CGS
 FC1058  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC1058
 FC1058                          STATION DESCRIPTION
 FC1058
 FC1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC1058'4.4 MI NE FROM CROSSVILLE.
 FC1058'FROM THE POST OFFICE IN CROSSVILLE, GO 2.6 MILES NORTHWEST
 FC1058'ON STATE HIGHWAY 127, THEN 1.15 MILES EAST ON A PAVED ROAD,
 FC1058'THEN 0.6 MILE NORTH ON A PAVED ROAD, (GENESIS ROAD).  THE
 FC1058'BENCH MARK IS ABOUT 200 FT. NORTH OF THE CENTER OF PROPOSED
 FC1058'INTERSTATE HIGHWAY 40, ABOUT 0.1 MILE SOUTH OF A T JUNCTION,
 FC1058'22.5 FT. SOUTHEAST OF THE CENTER OF GENESIS ROAD, 11 FT. NORTHEAST
 FC1058'OF THE CENTER OF A GATE TO A BARN LOT, 1.3 FT. SOUTHWEST OF A
 FC1058'FENCE CORNER POST, AND 2 FT. NORTHEAST OF A WITNESS SIGN.  THE
 FC1058'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC1058'AND ABOUT LEVEL WITH THE GRAVELED ROAD.
 FC1058
 FC1058                          STATION RECOVERY (1980)
 FC1058
 FC1058'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0907 ***********************************************************************
 FC0907  DESIGNATION -  X 232
 FC0907  PID         -  FC0907
 FC0907  STATE/COUNTY-  TN/ROANE
 FC0907  USGS QUAD   -  CARDIFF (1990)
 FC0907
 FC0907                         *CURRENT SURVEY CONTROL
 FC0907  ___________________________________________________________________
 FC0907* NAD 83(1986)-  35 52 56.     (N)    084 40 57.     (W)     SCALED    
 FC0907* NAVD 88     -       316.745  (meters)    1039.19   (feet)  ADJUSTED  
 FC0907  ___________________________________________________________________
 FC0907  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0907  DYNAMIC HT  -         316.450 (meters)    1038.22  (feet)  COMP
 FC0907  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 FC0907
 FC0907  VERT ORDER  -  SECOND    CLASS 0
 FC0907
 FC0907.The horizontal coordinates were scaled from a topographic map and have
 FC0907.an estimated accuracy of +/- 6 seconds.
 FC0907
 FC0907.The orthometric height was determined by differential leveling
 FC0907.and adjusted by the National Geodetic Survey in June 1991..
 FC0907
 FC0907.The geoid height was determined by GEOID03.
 FC0907
 FC0907.The dynamic height is computed by dividing the NAVD 88
 FC0907.geopotential number by the normal gravity value computed on the
 FC0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0907.degrees latitude (g = 980.6199 gals.).
 FC0907
 FC0907.The modeled gravity was interpolated from observed gravity values.
 FC0907
 FC0907;                    North         East    Units  Estimated Accuracy
 FC0907;SPC TN       -   172,650.      718,960.      MT  (+/- 180 meters Scaled)
 FC0907
 FC0907                          SUPERSEDED SURVEY CONTROL
 FC0907
 FC0907  NGVD 29 (??/??/92)  316.848  (m)         1039.53   (f) ADJ UNCH    2 0
 FC0907
 FC0907.Superseded values are not recommended for survey control.
 FC0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0907.See file dsdata.txt to determine how the superseded data were derived.
 FC0907
 FC0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE091733(NAD 83)
 FC0907_MARKER: DB = BENCH MARK DISK
 FC0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0907_STAMPING: X 232 1960
 FC0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0907+STABILITY: SURFACE MOTION
 FC0907
 FC0907  HISTORY     - Date     Condition        Report By
 FC0907  HISTORY     - 1960     MONUMENTED       CGS
 FC0907  HISTORY     - 1972     GOOD             TVA
 FC0907
 FC0907                          STATION DESCRIPTION
 FC0907
 FC0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0907'1.4 MI NE FROM ROCKWOOD.
 FC0907'FROM THE POST OFFICE IN ROCKWOOD, GO 0.4 MILE EAST ON SPRING ST.,
 FC0907'THEN 0.8 MILE NORTHEAST ON ROCKWOOD ST., THEN 0.15 MILE WEST
 FC0907'ON A GRAVELED ROAD.  THE BENCH MARK IS 143 FT. WEST OF THE CENTER
 FC0907'OF A PRIVATE DRIVE, 42 FT. EAST OF A POWER LINE POLE, 22 FT.
 FC0907'NORTH OF THE CENTER OF A GRAVELED ROAD, AND 2 FT. SOUTH OF A
 FC0907'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0907'PROJECTING 2 INCHES, AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FC0907'GRAVELED ROAD.
 FC0907
 FC0907                          STATION RECOVERY (1972)
 FC0907
 FC0907'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0206 ***********************************************************************
 FC0206  DESIGNATION -  X 233
 FC0206  PID         -  FC0206
 FC0206  STATE/COUNTY-  TN/LOUDON
 FC0206  USGS QUAD   -  LENOIR CITY (1986)
 FC0206
 FC0206                         *CURRENT SURVEY CONTROL
 FC0206  ___________________________________________________________________
 FC0206* NAD 83(1986)-  35 52 07.     (N)    084 18 26.     (W)     SCALED    
 FC0206* NAVD 88     -       292.026  (meters)     958.09   (feet)  ADJUSTED  
 FC0206  ___________________________________________________________________
 FC0206  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0206  DYNAMIC HT  -         291.751 (meters)     957.19  (feet)  COMP
 FC0206  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0206
 FC0206  VERT ORDER  -  SECOND    CLASS 0
 FC0206
 FC0206.The horizontal coordinates were scaled from a topographic map and have
 FC0206.an estimated accuracy of +/- 6 seconds.
 FC0206
 FC0206.The orthometric height was determined by differential leveling
 FC0206.and adjusted by the National Geodetic Survey in June 1991..
 FC0206
 FC0206.The geoid height was determined by GEOID03.
 FC0206
 FC0206.The dynamic height is computed by dividing the NAVD 88
 FC0206.geopotential number by the normal gravity value computed on the
 FC0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0206.degrees latitude (g = 980.6199 gals.).
 FC0206
 FC0206.The modeled gravity was interpolated from observed gravity values.
 FC0206
 FC0206;                    North         East    Units  Estimated Accuracy
 FC0206;SPC TN       -   171,660.      752,860.      MT  (+/- 180 meters Scaled)
 FC0206
 FC0206                          SUPERSEDED SURVEY CONTROL
 FC0206
 FC0206  NGVD 29 (??/??/92)  292.137  (m)          958.45   (f) ADJ UNCH    2 0
 FC0206
 FC0206.Superseded values are not recommended for survey control.
 FC0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0206.See file dsdata.txt to determine how the superseded data were derived.
 FC0206
 FC0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE431727(NAD 83)
 FC0206_MARKER: DB = BENCH MARK DISK
 FC0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0206_SP_SET: CULVERT
 FC0206_STAMPING: X 233 1960
 FC0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0206
 FC0206  HISTORY     - Date     Condition        Report By
 FC0206  HISTORY     - 1960     MONUMENTED       CGS
 FC0206
 FC0206                          STATION DESCRIPTION
 FC0206
 FC0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0206'6.2 MI N FROM EATON CROSSROADS.
 FC0206'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0206'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0206'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 3.0
 FC0206'MILES WEST ON INTERSTATE HIGHWAY 40 TO THE EAST END OF A SMALL CUT
 FC0206'ON THE SOUTH SIDE OF THE HIGHWAY.  THE BENCH MARK IS 38 FT. SOUTH
 FC0206'OF THE CENTER OF THE WEST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED
 FC0206'IN A DRILL HOLE IN TOP OF THE NORTHWEST CORNER OF A 4 BY 4 CONCRETE
 FC0206'CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2453 ***********************************************************************
 GA2453  DESIGNATION -  X 234
 GA2453  PID         -  GA2453
 GA2453  STATE/COUNTY-  TN/KNOX
 GA2453  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2453
 GA2453                         *CURRENT SURVEY CONTROL
 GA2453  ___________________________________________________________________
 GA2453* NAD 83(1986)-  36 00 59.     (N)    083 55 36.     (W)     SCALED    
 GA2453* NAVD 88     -       291.751  (meters)     957.19   (feet)  ADJUSTED  
 GA2453  ___________________________________________________________________
 GA2453  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2453  DYNAMIC HT  -         291.480 (meters)     956.30  (feet)  COMP
 GA2453  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA2453
 GA2453  VERT ORDER  -  SECOND    CLASS 0
 GA2453
 GA2453.The horizontal coordinates were scaled from a topographic map and have
 GA2453.an estimated accuracy of +/- 6 seconds.
 GA2453
 GA2453.The orthometric height was determined by differential leveling
 GA2453.and adjusted by the National Geodetic Survey in June 1991..
 GA2453
 GA2453.The geoid height was determined by GEOID03.
 GA2453
 GA2453.The dynamic height is computed by dividing the NAVD 88
 GA2453.geopotential number by the normal gravity value computed on the
 GA2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2453.degrees latitude (g = 980.6199 gals.).
 GA2453
 GA2453.The modeled gravity was interpolated from observed gravity values.
 GA2453
 GA2453;                    North         East    Units  Estimated Accuracy
 GA2453;SPC TN       -   188,710.      786,880.      MT  (+/- 180 meters Scaled)
 GA2453
 GA2453                          SUPERSEDED SURVEY CONTROL
 GA2453
 GA2453  NGVD 29 (??/??/92)  291.879  (m)          957.61   (f) ADJ UNCH    2 0
 GA2453
 GA2453.Superseded values are not recommended for survey control.
 GA2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2453.See file dsdata.txt to determine how the superseded data were derived.
 GA2453
 GA2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV362897(NAD 83)
 GA2453_MARKER: DB = BENCH MARK DISK
 GA2453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2453_SP_SET: CULVERT
 GA2453_STAMPING: X 234 1961
 GA2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2453
 GA2453  HISTORY     - Date     Condition        Report By
 GA2453  HISTORY     - 1961     MONUMENTED       CGS
 GA2453  HISTORY     - 1981     GOOD             LOCENG
 GA2453
 GA2453                          STATION DESCRIPTION
 GA2453
 GA2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2453'IN NORTH KNOXVILLE.
 GA2453'THIS MARK IS 0.1 MILE ALONG DUTCH VALLEY ROAD FROM THE
 GA2453'INTERSECTION OF DUTCH VALLEY ROAD AND BROADWAY IN NORTH KNOXVILLE,
 GA2453'ACROSS THE ROAD FROM THE WILSON CONCRETE CO. OFFICE.  THE DISK
 GA2453'IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST CONCRETE
 GA2453'HEADWALL OF A 15 FT. CONCRETE CULVERT UNDER DUTCH VALLEY ROAD,
 GA2453'AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE ROAD.
 GA2453
 GA2453                          STATION RECOVERY (1981)
 GA2453
 GA2453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2453'NOTE: (DESCRIPTION SHOULD BE CHANGED TO READ), IN TOP OF THE S.E.
 GA2453'WINGWALL OF THE SOUTH HEADWALL APPROXIMATLEY 9 FT. S. OF THE S. EDGE
 GA2453'OF PAVEMENT. WILSON CONCRETE CO. IS NOW 21ST CENTURY STONE MASONRY
 GA2453'CONSTRACTORS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0703 ***********************************************************************
 GB0703  DESIGNATION -  X 235
 GB0703  PID         -  GB0703
 GB0703  STATE/COUNTY-  TN/ANDERSON
 GB0703  USGS QUAD   -  NORRIS (1990)
 GB0703
 GB0703                         *CURRENT SURVEY CONTROL
 GB0703  ___________________________________________________________________
 GB0703* NAD 83(1986)-  36 11 51.     (N)    084 06 49.     (W)     SCALED    
 GB0703* NAVD 88     -       301.727  (meters)     989.92   (feet)  ADJUSTED  
 GB0703  ___________________________________________________________________
 GB0703  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB0703  DYNAMIC HT  -         301.456 (meters)     989.03  (feet)  COMP
 GB0703  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 GB0703
 GB0703  VERT ORDER  -  SECOND    CLASS 0
 GB0703
 GB0703.The horizontal coordinates were scaled from a topographic map and have
 GB0703.an estimated accuracy of +/- 6 seconds.
 GB0703
 GB0703.The orthometric height was determined by differential leveling
 GB0703.and adjusted by the National Geodetic Survey in June 1991..
 GB0703
 GB0703.The geoid height was determined by GEOID03.
 GB0703
 GB0703.The dynamic height is computed by dividing the NAVD 88
 GB0703.geopotential number by the normal gravity value computed on the
 GB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0703.degrees latitude (g = 980.6199 gals.).
 GB0703
 GB0703.The modeled gravity was interpolated from observed gravity values.
 GB0703
 GB0703;                    North         East    Units  Estimated Accuracy
 GB0703;SPC TN       -   208,460.      769,640.      MT  (+/- 180 meters Scaled)
 GB0703
 GB0703                          SUPERSEDED SURVEY CONTROL
 GB0703
 GB0703  NGVD 29 (??/??/92)  301.839  (m)          990.28   (f) ADJ UNCH    2 0
 GB0703
 GB0703.Superseded values are not recommended for survey control.
 GB0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0703.See file dsdata.txt to determine how the superseded data were derived.
 GB0703
 GB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF595097(NAD 83)
 GB0703_MARKER: DB = BENCH MARK DISK
 GB0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0703_STAMPING: X 235 1961
 GB0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0703+STABILITY: SURFACE MOTION
 GB0703
 GB0703  HISTORY     - Date     Condition        Report By
 GB0703  HISTORY     - 1961     MONUMENTED       CGS
 GB0703  HISTORY     - 1972     GOOD             TVA
 GB0703
 GB0703                          STATION DESCRIPTION
 GB0703
 GB0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0703'6.4 MI NW FROM NORRIS.
 GB0703'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0703'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0703'THEN 1.0 MILE NORTHWEST ON A GRAVELED ROAD, THEN 2.45 MILES
 GB0703'NORTHEASTERLY ON A PAVED AND GRAVELED ROAD TO A BARN ON THE LEFT.
 GB0703'THE BENCH MARK IS 43 FT. SOUTHWEST OF THE CENTER OF A GRAVELED
 GB0703'ROAD, 41 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 16 FT.
 GB0703'SOUTHEAST OF THE CENTER OF A TRACK ROAD, 4 FT. SOUTHEAST OF A
 GB0703'POWER LINE POLE, AND 1.8 FT. EAST OF A WITNESS SIGN.  THE DISK IS
 GB0703'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 3 FT.
 GB0703'ABOVE THE LEVEL OF THE ROAD.
 GB0703
 GB0703                          STATION RECOVERY (1972)
 GB0703
 GB0703'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2434 ***********************************************************************
 GA2434  DESIGNATION -  X 236 RESET
 GA2434  PID         -  GA2434
 GA2434  STATE/COUNTY-  TN/KNOX
 GA2434  USGS QUAD   -  MASCOT (1987)
 GA2434
 GA2434                         *CURRENT SURVEY CONTROL
 GA2434  ___________________________________________________________________
 GA2434* NAD 83(1986)-  36 00 17.     (N)    083 44 33.     (W)     SCALED    
 GA2434* NAVD 88     -       321.14   (meters)    1053.6    (feet)  RESET     
 GA2434  ___________________________________________________________________
 GA2434  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2434
 GA2434  VERT ORDER  -  THIRD
 GA2434
 GA2434.The horizontal coordinates were scaled from a topographic map and have
 GA2434.an estimated accuracy of +/- 6 seconds.
 GA2434
 GA2434.The orthometric height was computed from unverified reset data.
 GA2434
 GA2434.The geoid height was determined by GEOID03.
 GA2434
 GA2434;                    North         East    Units  Estimated Accuracy
 GA2434;SPC TN       -   187,790.      803,510.      MT  (+/- 180 meters Scaled)
 GA2434
 GA2434                          SUPERSEDED SURVEY CONTROL
 GA2434
 GA2434.No superseded survey control is available for this station.
 GA2434
 GA2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV528879(NAD 83)
 GA2434_MARKER: DB = BENCH MARK DISK
 GA2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2434_STAMPING: X 236 RESET 1972
 GA2434_MARK LOGO: NGS   
 GA2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2434+STABILITY: SURFACE MOTION
 GA2434
 GA2434  HISTORY     - Date     Condition        Report By
 GA2434  HISTORY     - 1972     MONUMENTED       NGS
 GA2434
 GA2434                          STATION DESCRIPTION
 GA2434
 GA2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2434'6.6 MI E FROM KNOXVILLE.
 GA2434'FROM THE CHILHOWEE SCHOOL NEAR THE EAST EDGE OF KNOXVILLE, GO
 GA2434'EASTERLY ON U.S. HIGHWAYS 70, 25W AND 11E FOR 1.35, THENCE SOUTH
 GA2434'ON HOLSTON RIVER ROAD FOR 0.6 OF A MILE TO INTERSTATE ROUTE 40
 GA2434'UNDER CONSTRUCTION, THENCE 4.7 MILES SOUTHEASTERLY ALONG THE
 GA2434'INTERSTATE FOR 4.7 MILES TO MC MILLAN ROAD AND THE MARK AS DESCRIBED.
 GA2434'THE MARK IS 248 FEET EAST OF THE INTERSECTION OF MC MILLAN ROAD
 GA2434'AND ARMSTRONG ROAD, 53 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 GA2434'52 FEET NORTH OF THE APPROXIMATE CENTER OF MC MILLAN ROAD, 1.0
 GA2434'FOOT WEST OF A METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTH
 GA2434'OF A WOVEN WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP
 GA2434'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 GA2434'AND THE DISK IS STAMPED X 236 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2009 ***********************************************************************
 GA2009  DESIGNATION -  X 237
 GA2009  PID         -  GA2009
 GA2009  STATE/COUNTY-  TN/JEFFERSON
 GA2009  USGS QUAD   -  WHITE PINE (1961)
 GA2009
 GA2009                         *CURRENT SURVEY CONTROL
 GA2009  ___________________________________________________________________
 GA2009* NAD 83(1986)-  36 02 42.     (N)    083 20 35.     (W)     SCALED    
 GA2009* NAVD 88     -       334.252  (meters)    1096.63   (feet)  ADJUSTED  
 GA2009  ___________________________________________________________________
 GA2009  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2009  DYNAMIC HT  -         333.939 (meters)    1095.60  (feet)  COMP
 GA2009  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2009
 GA2009  VERT ORDER  -  SECOND    CLASS 0
 GA2009
 GA2009.The horizontal coordinates were scaled from a topographic map and have
 GA2009.an estimated accuracy of +/- 6 seconds.
 GA2009
 GA2009.The orthometric height was determined by differential leveling
 GA2009.and adjusted by the National Geodetic Survey in June 1991..
 GA2009
 GA2009.The geoid height was determined by GEOID03.
 GA2009
 GA2009.The dynamic height is computed by dividing the NAVD 88
 GA2009.geopotential number by the normal gravity value computed on the
 GA2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2009.degrees latitude (g = 980.6199 gals.).
 GA2009
 GA2009.The modeled gravity was interpolated from observed gravity values.
 GA2009
 GA2009;                    North         East    Units  Estimated Accuracy
 GA2009;SPC TN       -   193,160.      839,380.      MT  (+/- 180 meters Scaled)
 GA2009
 GA2009                          SUPERSEDED SURVEY CONTROL
 GA2009
 GA2009  NGVD 29 (??/??/92)  334.412  (m)         1097.15   (f) ADJ UNCH    2 0
 GA2009
 GA2009.Superseded values are not recommended for survey control.
 GA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2009.See file dsdata.txt to determine how the superseded data were derived.
 GA2009
 GA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV889914(NAD 83)
 GA2009_MARKER: DB = BENCH MARK DISK
 GA2009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2009_SP_SET: OVERPASS
 GA2009_STAMPING: X 237 1961
 GA2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2009
 GA2009  HISTORY     - Date     Condition        Report By
 GA2009  HISTORY     - 1961     MONUMENTED       CGS
 GA2009
 GA2009                          STATION DESCRIPTION
 GA2009
 GA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2009'12.1 MI NW FROM NEWPORT.
 GA2009'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2009'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 7.6 MILES
 GA2009'NORTHWEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER STATE
 GA2009'HIGHWAY 66A.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 GA2009'TOP OF THE NORTHWEST END OF THE NORTHWEST CONCRETE WINGWALL OF
 GA2009'THE SOUTHEAST BOUND TRAFFIC LANES OF THE OVERPASS AND IS ABOUT
 GA2009'1 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1395 ***********************************************************************
 FB1395  DESIGNATION -  X 238
 FB1395  PID         -  FB1395
 FB1395  STATE/COUNTY-  TN/COCKE
 FB1395  USGS QUAD   -  NEWPORT (1992)
 FB1395
 FB1395                         *CURRENT SURVEY CONTROL
 FB1395  ___________________________________________________________________
 FB1395* NAD 83(1986)-  35 55 16.     (N)    083 11 26.     (W)     SCALED    
 FB1395* NAVD 88     -       336.924  (meters)    1105.39   (feet)  ADJUSTED  
 FB1395  ___________________________________________________________________
 FB1395  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1395  DYNAMIC HT  -         336.604 (meters)    1104.34  (feet)  COMP
 FB1395  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 FB1395
 FB1395  VERT ORDER  -  SECOND    CLASS 0
 FB1395
 FB1395.The horizontal coordinates were scaled from a topographic map and have
 FB1395.an estimated accuracy of +/- 6 seconds.
 FB1395
 FB1395.The orthometric height was determined by differential leveling
 FB1395.and adjusted by the National Geodetic Survey in June 1991..
 FB1395
 FB1395.The geoid height was determined by GEOID03.
 FB1395
 FB1395.The dynamic height is computed by dividing the NAVD 88
 FB1395.geopotential number by the normal gravity value computed on the
 FB1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1395.degrees latitude (g = 980.6199 gals.).
 FB1395
 FB1395.The modeled gravity was interpolated from observed gravity values.
 FB1395
 FB1395;                    North         East    Units  Estimated Accuracy
 FB1395;SPC TN       -   179,800.      853,510.      MT  (+/- 180 meters Scaled)
 FB1395
 FB1395                          SUPERSEDED SURVEY CONTROL
 FB1395
 FB1395  NGVD 29 (??/??/92)  337.093  (m)         1105.95   (f) ADJ UNCH    2 0
 FB1395
 FB1395.Superseded values are not recommended for survey control.
 FB1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1395.See file dsdata.txt to determine how the superseded data were derived.
 FB1395
 FB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV023774(NAD 83)
 FB1395_MARKER: DB = BENCH MARK DISK
 FB1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1395_STAMPING: X 238 1961
 FB1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1395+STABILITY: SURFACE MOTION
 FB1395
 FB1395  HISTORY     - Date     Condition        Report By
 FB1395  HISTORY     - 1961     MONUMENTED       CGS
 FB1395
 FB1395                          STATION DESCRIPTION
 FB1395
 FB1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1395'4.2 MI S FROM NEWPORT.
 FB1395'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE HIGHWAY
 FB1395'32 IN THE WEST SECTION OF NEWPORT, GO 2.5 MILES SOUTH ON STATE
 FB1395'HIGHWAY 32 TO A DRIVE-IN RESTAURANT ON THE RIGHT AND A T JUNCTION
 FB1395'OF A GRAVELED ROAD LEADING EAST, THEN GO 0.3 MILE EAST ON THE
 FB1395'GRAVELED ROAD, THEN 1.4 MILES SOUTHEAST ON A GRAVELED ROAD TO
 FB1395'SOME FARM BUILDINGS.  THE BENCH MARK IS 118 FT. SOUTHWEST OF THE
 FB1395'SOUTH END OF A WOOD BRIDGE, 30 FT. NORTHWEST OF THE CENTER OF THE
 FB1395'GRAVELED ROAD, 4.4 FT. NORTH OF THE SOUTHEAST CORNER OF A GARAGE,
 FB1395'1.5 FT. EAST OF THE EAST EDGE OF THE GARAGE, AND 1.2 FT. EAST OF
 FB1395'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB1395'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1665 ***********************************************************************
 GC1665  DESIGNATION -  X 24
 GC1665  PID         -  GC1665
 GC1665  STATE/COUNTY-  TN/HOUSTON
 GC1665  USGS QUAD   -  ERIN (1981)
 GC1665
 GC1665                         *CURRENT SURVEY CONTROL
 GC1665  ___________________________________________________________________
 GC1665* NAD 83(1986)-  36 20 54.     (N)    087 40 00.     (W)     SCALED    
 GC1665* NAVD 88     -       118.236  (meters)     387.91   (feet)  ADJUSTED  
 GC1665  ___________________________________________________________________
 GC1665  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC1665  DYNAMIC HT  -         118.137 (meters)     387.59  (feet)  COMP
 GC1665  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 GC1665
 GC1665  VERT ORDER  -  SECOND    CLASS 0
 GC1665
 GC1665.The horizontal coordinates were scaled from a topographic map and have
 GC1665.an estimated accuracy of +/- 6 seconds.
 GC1665
 GC1665.The orthometric height was determined by differential leveling
 GC1665.and adjusted by the National Geodetic Survey in June 1991..
 GC1665
 GC1665.The geoid height was determined by GEOID03.
 GC1665
 GC1665.The dynamic height is computed by dividing the NAVD 88
 GC1665.geopotential number by the normal gravity value computed on the
 GC1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1665.degrees latitude (g = 980.6199 gals.).
 GC1665
 GC1665.The modeled gravity was interpolated from observed gravity values.
 GC1665
 GC1665;                    North         East    Units  Estimated Accuracy
 GC1665;SPC TN       -   224,840.      450,400.      MT  (+/- 180 meters Scaled)
 GC1665
 GC1665                          SUPERSEDED SURVEY CONTROL
 GC1665
 GC1665  NGVD 29 (??/??/92)  118.284  (m)          388.07   (f) ADJ UNCH    2 0
 GC1665
 GC1665.Superseded values are not recommended for survey control.
 GC1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1665.See file dsdata.txt to determine how the superseded data were derived.
 GC1665
 GC1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF401227(NAD 83)
 GC1665_MARKER: DB = BENCH MARK DISK
 GC1665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1665_SP_SET: BRIDGE
 GC1665_STAMPING: 388.306 X 24 1934
 GC1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1665
 GC1665  HISTORY     - Date     Condition        Report By
 GC1665  HISTORY     - 1934     MONUMENTED       CGS
 GC1665
 GC1665                          STATION DESCRIPTION
 GC1665
 GC1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1665'3 MI NE FROM ERIN.
 GC1665'3.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1665'FROM THE STATION AT ERIN, HOUSTON COUNTY, 0.3 MILE NORTH OF
 GC1665'MILEPOST 203, AT A ROAD CROSSING, 48 YARDS SOUTH OF THE CENTERLINE
 GC1665'OF THE ROAD, 3 YARDS EAST OF THE CENTERLINE OF THE TRACK, 6
 GC1665'YARDS NORTH OF THE NORTH END OF STEEL-GIRDER BRIDGE NO. 37, IN
 GC1665'THE TOP OF A ROCK LEDGE, AND LEVEL WITH THE BOTTOM OF THE RAIL.  A
 GC1665'STANDARD DISK, STAMPED 388.306 X 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0854 ***********************************************************************
 GA0854  DESIGNATION -  X 240
 GA0854  PID         -  GA0854
 GA0854  STATE/COUNTY-  TN/GREENE
 GA0854  USGS QUAD   -  BAILEYTON (1971)
 GA0854
 GA0854                         *CURRENT SURVEY CONTROL
 GA0854  ___________________________________________________________________
 GA0854* NAD 83(1986)-  36 18 42.     (N)    082 51 33.     (W)     SCALED    
 GA0854* NAVD 88     -       359.078  (meters)    1178.08   (feet)  ADJUSTED  
 GA0854  ___________________________________________________________________
 GA0854  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0854  DYNAMIC HT  -         358.747 (meters)    1176.99  (feet)  COMP
 GA0854  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GA0854
 GA0854  VERT ORDER  -  SECOND    CLASS 0
 GA0854
 GA0854.The horizontal coordinates were scaled from a topographic map and have
 GA0854.an estimated accuracy of +/- 6 seconds.
 GA0854
 GA0854.The orthometric height was determined by differential leveling
 GA0854.and adjusted by the National Geodetic Survey in June 1991..
 GA0854
 GA0854.The geoid height was determined by GEOID03.
 GA0854
 GA0854.The dynamic height is computed by dividing the NAVD 88
 GA0854.geopotential number by the normal gravity value computed on the
 GA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0854.degrees latitude (g = 980.6199 gals.).
 GA0854
 GA0854.The modeled gravity was interpolated from observed gravity values.
 GA0854
 GA0854;                    North         East    Units  Estimated Accuracy
 GA0854;SPC TN       -   224,020.      882,020.      MT  (+/- 180 meters Scaled)
 GA0854
 GA0854                          SUPERSEDED SURVEY CONTROL
 GA0854
 GA0854  NGVD 29 (??/??/92)  359.210  (m)         1178.51   (f) ADJ UNCH    2 0
 GA0854
 GA0854.Superseded values are not recommended for survey control.
 GA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0854.See file dsdata.txt to determine how the superseded data were derived.
 GA0854
 GA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA330201(NAD 83)
 GA0854_MARKER: DB = BENCH MARK DISK
 GA0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0854_STAMPING: X 240 1961
 GA0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0854+STABILITY: SURFACE MOTION
 GA0854
 GA0854  HISTORY     - Date     Condition        Report By
 GA0854  HISTORY     - 1961     MONUMENTED       CGS
 GA0854  HISTORY     - 1972     GOOD             NGS
 GA0854  HISTORY     - 1980     GOOD             NGS
 GA0854
 GA0854                          STATION DESCRIPTION
 GA0854
 GA0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0854'2.2 MI SW FROM BAILEYTON.
 GA0854'TO REACH THE MARK FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO
 GA0854'SOUTHWEST ON SECONDARY ROAD 2371 FOR 1.35 MILES TO A GRAVELED
 GA0854'T ROAD LEFT, THENCE LEFT, SOUTH AND WEST ON THE GRAVELED ROAD FOR
 GA0854'0.9 OF A MILE TO A PRIVATE DRIVE ON THE LEFT AND THE MARK ON THE
 GA0854'RIGHT, ABOUT 0.2 OF A MILE NORTH OF INTERSTATE ROUTE 81, 0.05
 GA0854'OF A MILE NORTH OF A HOUSE, 13 FEET WEST OF THE APPROXIMATE
 GA0854'CENTER OF THE GRAVELED ROAD, 6 FEET NORTHEAST OF TELEPHONE CABLE
 GA0854'RISER 9, 4.5 FEET SOUTH OF A GATE POST, 2 FEET WEST OF A FENCE,
 GA0854'AND 1.7 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA0854'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GA0854'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED X 240 1961.
 GA0854
 GA0854                          STATION RECOVERY (1980)
 GA0854
 GA0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0854'IT IS 6 FEET NORTHEAST OF A TELEPHONE POLE, 27 FEET SOUTHWEST OF A 30
 GA0854'INCH OAK TREE AND HAS 2 IRON PINS DRIVEN BESIDE IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1090 ***********************************************************************
 GA1090  DESIGNATION -  X 241
 GA1090  PID         -  GA1090
 GA1090  STATE/COUNTY-  TN/SULLIVAN
 GA1090  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1090
 GA1090                         *CURRENT SURVEY CONTROL
 GA1090  ___________________________________________________________________
 GA1090* NAD 83(1986)-  36 26 13.     (N)    082 33 45.     (W)     SCALED    
 GA1090* NAVD 88     -       510.164  (meters)    1673.76   (feet)  ADJUSTED  
 GA1090  ___________________________________________________________________
 GA1090  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1090  DYNAMIC HT  -         509.690 (meters)    1672.21  (feet)  COMP
 GA1090  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA1090
 GA1090  VERT ORDER  -  SECOND    CLASS 0
 GA1090
 GA1090.The horizontal coordinates were scaled from a topographic map and have
 GA1090.an estimated accuracy of +/- 6 seconds.
 GA1090
 GA1090.The orthometric height was determined by differential leveling
 GA1090.and adjusted by the National Geodetic Survey in June 1991..
 GA1090
 GA1090.The geoid height was determined by GEOID03.
 GA1090
 GA1090.The dynamic height is computed by dividing the NAVD 88
 GA1090.geopotential number by the normal gravity value computed on the
 GA1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1090.degrees latitude (g = 980.6199 gals.).
 GA1090
 GA1090.The modeled gravity was interpolated from observed gravity values.
 GA1090
 GA1090;                    North         East    Units  Estimated Accuracy
 GA1090;SPC TN       -   238,810.      908,160.      MT  (+/- 180 meters Scaled)
 GA1090
 GA1090                          SUPERSEDED SURVEY CONTROL
 GA1090
 GA1090  NGVD 29 (??/??/92)  510.304  (m)         1674.22   (f) ADJ UNCH    2 0
 GA1090
 GA1090.Superseded values are not recommended for survey control.
 GA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1090.See file dsdata.txt to determine how the superseded data were derived.
 GA1090
 GA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA599335(NAD 83)
 GA1090_MARKER: DB = BENCH MARK DISK
 GA1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1090_STAMPING: X 241 1961
 GA1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1090+STABILITY: SURFACE MOTION
 GA1090
 GA1090  HISTORY     - Date     Condition        Report By
 GA1090  HISTORY     - 1961     MONUMENTED       CGS
 GA1090
 GA1090                          STATION DESCRIPTION
 GA1090
 GA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1090'4.4 MI NE FROM FALL BRANCH.
 GA1090'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1090'STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 3.95 MILES NORTHEAST ON
 GA1090'A PAVED ROAD.  THE BENCH MARK IS AT THE NORTHWEST EDGE OF A HAY
 GA1090'FIELD, 18 FT. SOUTHEAST OF THE CENTER OF PAVED ROAD, 8.7 FT.
 GA1090'SOUTHWEST OF A 3 POLE GATE, 1 FT. SOUTHEAST OF A FENCE, AND 1.1
 GA1090'FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA1090'CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE
 GA1090'PAVED ROAD.  NOTE-- TO REACH BENCH MARK Y 241 FROM THIS POINT, GO
 GA1090'0.5 MILE TO A Y JUNCTION, TAKE THE RIGHT FORK AND GO 0.25 MILE
 GA1090'EAST ON A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0535 ***********************************************************************
 FC0535  DESIGNATION -  X 242
 FC0535  PID         -  FC0535
 FC0535  STATE/COUNTY-  TN/MCMINN
 FC0535  USGS QUAD   -  RICEVILLE (1990)
 FC0535
 FC0535                         *CURRENT SURVEY CONTROL
 FC0535  ___________________________________________________________________
 FC0535* NAD 83(1986)-  35 28 12.     (N)    084 38 20.     (W)     SCALED    
 FC0535* NAVD 88     -       255.306  (meters)     837.62   (feet)  ADJUSTED  
 FC0535  ___________________________________________________________________
 FC0535  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0535  DYNAMIC HT  -         255.056 (meters)     836.80  (feet)  COMP
 FC0535  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 FC0535
 FC0535  VERT ORDER  -  SECOND    CLASS 0
 FC0535
 FC0535.The horizontal coordinates were scaled from a topographic map and have
 FC0535.an estimated accuracy of +/- 6 seconds.
 FC0535
 FC0535.The orthometric height was determined by differential leveling
 FC0535.and adjusted by the National Geodetic Survey in June 1991..
 FC0535
 FC0535.The geoid height was determined by GEOID03.
 FC0535
 FC0535.The dynamic height is computed by dividing the NAVD 88
 FC0535.geopotential number by the normal gravity value computed on the
 FC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0535.degrees latitude (g = 980.6199 gals.).
 FC0535
 FC0535.The modeled gravity was interpolated from observed gravity values.
 FC0535
 FC0535;                    North         East    Units  Estimated Accuracy
 FC0535;SPC TN       -   126,970.      723,530.      MT  (+/- 180 meters Scaled)
 FC0535
 FC0535                          SUPERSEDED SURVEY CONTROL
 FC0535
 FC0535  NGVD 29 (??/??/92)  255.373  (m)          837.84   (f) ADJ UNCH    2 0
 FC0535
 FC0535.Superseded values are not recommended for survey control.
 FC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0535.See file dsdata.txt to determine how the superseded data were derived.
 FC0535
 FC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE142277(NAD 83)
 FC0535_MARKER: DB = BENCH MARK DISK
 FC0535_SETTING: 66 = SET IN ROCK OUTCROP
 FC0535_SP_SET: SET IN ROCK OUTCROP
 FC0535_STAMPING: X 242 1961
 FC0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0535+STABILITY: POSITION/ELEVATION WELL
 FC0535
 FC0535  HISTORY     - Date     Condition        Report By
 FC0535  HISTORY     - 1961     MONUMENTED       CGS
 FC0535  HISTORY     - 1964     GOOD             NGS
 FC0535
 FC0535                          STATION DESCRIPTION
 FC0535
 FC0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0535'2 MI N FROM ATHENS.
 FC0535'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 30 IN THE
 FC0535'WESTERN EDGE OF ATHENS, GO WEST ON STATE HIGHWAY 30 FOR 1.3 MILES
 FC0535'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.6 MILE TO A
 FC0535'SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO A FARM HOUSE AND THE
 FC0535'MARK ON THE RIGHT.  ABOUT 500 FEET EAST OF INTERSTATE HIGHWAY, 164
 FC0535'FEET WEST OF THE WEST END OF A CONCRETE PIPE CULVERT UNDER A
 FC0535'PRIVATE DRIVE, 31 FEET NORTH OF CENTER LINE OF GRAVELED ROAD,
 FC0535'15 FEET NORTH OF A LONE WILD CHERRY TREE, 1.9 FEET WEST OF WITNESS
 FC0535'SIGN.  THE DISK IS SET IN A ROCK OUTCROP, PROJECTING ONE FOOT,
 FC0535'AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
 FC0535
 FC0535                          STATION RECOVERY (1964)
 FC0535
 FC0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0567 ***********************************************************************
 FC0567  DESIGNATION -  X 243
 FC0567  PID         -  FC0567
 FC0567  STATE/COUNTY-  TN/MCMINN
 FC0567  USGS QUAD   -  CHARLESTON (1980)
 FC0567
 FC0567                         *CURRENT SURVEY CONTROL
 FC0567  ___________________________________________________________________
 FC0567* NAD 83(1986)-  35 21 13.     (N)    084 45 09.     (W)     SCALED    
 FC0567* NAVD 88     -       230.115  (meters)     754.97   (feet)  ADJUSTED  
 FC0567  ___________________________________________________________________
 FC0567  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0567  DYNAMIC HT  -         229.891 (meters)     754.23  (feet)  COMP
 FC0567  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0567
 FC0567  VERT ORDER  -  SECOND    CLASS 0
 FC0567
 FC0567.The horizontal coordinates were scaled from a topographic map and have
 FC0567.an estimated accuracy of +/- 6 seconds.
 FC0567
 FC0567.The orthometric height was determined by differential leveling
 FC0567.and adjusted by the National Geodetic Survey in June 1991..
 FC0567
 FC0567.The geoid height was determined by GEOID03.
 FC0567
 FC0567.The dynamic height is computed by dividing the NAVD 88
 FC0567.geopotential number by the normal gravity value computed on the
 FC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0567.degrees latitude (g = 980.6199 gals.).
 FC0567
 FC0567.The modeled gravity was interpolated from observed gravity values.
 FC0567
 FC0567;                    North         East    Units  Estimated Accuracy
 FC0567;SPC TN       -   113,920.      713,390.      MT  (+/- 180 meters Scaled)
 FC0567
 FC0567                          SUPERSEDED SURVEY CONTROL
 FC0567
 FC0567  NGVD 29 (??/??/92)  230.175  (m)          755.17   (f) ADJ UNCH    2 0
 FC0567
 FC0567.Superseded values are not recommended for survey control.
 FC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0567.See file dsdata.txt to determine how the superseded data were derived.
 FC0567
 FC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE042145(NAD 83)
 FC0567_MARKER: DB = BENCH MARK DISK
 FC0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0567_STAMPING: X 243 1961
 FC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0567+STABILITY: SURFACE MOTION
 FC0567
 FC0567  HISTORY     - Date     Condition        Report By
 FC0567  HISTORY     - 1961     MONUMENTED       CGS
 FC0567
 FC0567                          STATION DESCRIPTION
 FC0567
 FC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0567'3.3 MI NW FROM SANFORD.
 FC0567'FROM THE CROSSROADS AND RAILROAD SIDING AT SANFORD, GO
 FC0567'NORTHWEST ON AN OILED FOR 2.6 MILES, PASSING THE SANFORD CHURCH
 FC0567'TO INTERSTATE HIGHWAY 75, TURN LEFT AND GO SOUTHWEST ON INTERSTATE
 FC0567'HIGHWAY FOR 0.7 MILE TO THE MARK ON THE RIGHT.  ABOUT 400 FEET
 FC0567'NORTHWEST OF THE INTERSTATE HIGHWAY, 18.3 NORTH OF AN OLD HOUSE
 FC0567'CHIMNEY, 17 FEET WEST OF AN OLD BLADED ROAD, 15 FEET NORTH OF
 FC0567'15 INCH MAPLE TREE, 3.3 FEET SOUTHEAST OF WITNESS SIGN.  THE
 FC0567'DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC0567'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE OLD BLADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1223 ***********************************************************************
 FC1223  DESIGNATION -  X 244
 FC1223  PID         -  FC1223
 FC1223  STATE/COUNTY-  TN/HAMILTON
 FC1223  USGS QUAD   -  OOLTEWAH (1976)
 FC1223
 FC1223                         *CURRENT SURVEY CONTROL
 FC1223  ___________________________________________________________________
 FC1223* NAD 83(1986)-  35 05 34.     (N)    085 03 11.     (W)     SCALED    
 FC1223* NAVD 88     -       234.348  (meters)     768.86   (feet)  ADJUSTED  
 FC1223  ___________________________________________________________________
 FC1223  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1223  DYNAMIC HT  -         234.113 (meters)     768.09  (feet)  COMP
 FC1223  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 FC1223
 FC1223  VERT ORDER  -  SECOND    CLASS 0
 FC1223
 FC1223.The horizontal coordinates were scaled from a topographic map and have
 FC1223.an estimated accuracy of +/- 6 seconds.
 FC1223
 FC1223.The orthometric height was determined by differential leveling
 FC1223.and adjusted by the National Geodetic Survey in June 1991..
 FC1223
 FC1223.The geoid height was determined by GEOID03.
 FC1223
 FC1223.The dynamic height is computed by dividing the NAVD 88
 FC1223.geopotential number by the normal gravity value computed on the
 FC1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1223.degrees latitude (g = 980.6199 gals.).
 FC1223
 FC1223.The modeled gravity was interpolated from observed gravity values.
 FC1223
 FC1223;                    North         East    Units  Estimated Accuracy
 FC1223;SPC TN       -    84,680.      686,350.      MT  (+/- 180 meters Scaled)
 FC1223
 FC1223                          SUPERSEDED SURVEY CONTROL
 FC1223
 FC1223  NGVD 29 (??/??/92)  234.365  (m)          768.91   (f) ADJ UNCH    2 0
 FC1223
 FC1223.Superseded values are not recommended for survey control.
 FC1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1223.See file dsdata.txt to determine how the superseded data were derived.
 FC1223
 FC1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD774850(NAD 83)
 FC1223_MARKER: DB = BENCH MARK DISK
 FC1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1223_STAMPING: X 244 1961
 FC1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1223+STABILITY: SURFACE MOTION
 FC1223
 FC1223  HISTORY     - Date     Condition        Report By
 FC1223  HISTORY     - 1961     MONUMENTED       CGS
 FC1223  HISTORY     - 1962     GOOD             NGS
 FC1223  HISTORY     - 1971     GOOD             TVA
 FC1223  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1223
 FC1223                          STATION DESCRIPTION
 FC1223
 FC1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1223'0.9 MI N FROM OOLTEWAH.
 FC1223'TO REACH THE MARK FROM THE JUNCTION OF GEORGETOWN PIKE AND U.S.
 FC1223'HIGHWAY 11 IN OOLTEWAH GO NORTH ON GEORGETOWN PIKE 0.9 MILE TO
 FC1223'THE MARK ON THE RIGHT, 11 FEET NORTH OF CENTER OF TRACK ROAD
 FC1223'AND BOARD GATE, 27 FEET EAST OF CENTER OF GEORGETOWN PIKE, 1.3
 FC1223'FEET WEST OF WIRE FENCE, 1 FOOT NORTH OF WITNESS POST.  A STANDARD
 FC1223'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH AND IS
 FC1223'ABOUT LEVEL WITH THE ROAD.
 FC1223
 FC1223                          STATION RECOVERY (1971)
 FC1223
 FC1223'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FC1223'RECOVERED IN GOOD CONDITION.
 FC1223
 FC1223                          STATION RECOVERY (1983)
 FC1223
 FC1223'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1448 ***********************************************************************
 FC1448  DESIGNATION -  X 245
 FC1448  PID         -  FC1448
 FC1448  STATE/COUNTY-  TN/MARION
 FC1448  USGS QUAD   -  SEQUATCHIE (1982)
 FC1448
 FC1448                         *CURRENT SURVEY CONTROL
 FC1448  ___________________________________________________________________
 FC1448* NAD 83(1986)-  35 01 52.     (N)    085 34 16.     (W)     SCALED    
 FC1448* NAVD 88     -       191.778  (meters)     629.19   (feet)  ADJUSTED  
 FC1448  ___________________________________________________________________
 FC1448  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1448  DYNAMIC HT  -         191.591 (meters)     628.58  (feet)  COMP
 FC1448  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC1448
 FC1448  VERT ORDER  -  SECOND    CLASS 0
 FC1448
 FC1448.The horizontal coordinates were scaled from a topographic map and have
 FC1448.an estimated accuracy of +/- 6 seconds.
 FC1448
 FC1448.The orthometric height was determined by differential leveling
 FC1448.and adjusted by the National Geodetic Survey in June 1991..
 FC1448
 FC1448.The geoid height was determined by GEOID03.
 FC1448
 FC1448.The dynamic height is computed by dividing the NAVD 88
 FC1448.geopotential number by the normal gravity value computed on the
 FC1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1448.degrees latitude (g = 980.6199 gals.).
 FC1448
 FC1448.The modeled gravity was interpolated from observed gravity values.
 FC1448
 FC1448;                    North         East    Units  Estimated Accuracy
 FC1448;SPC TN       -    77,510.      639,140.      MT  (+/- 180 meters Scaled)
 FC1448
 FC1448                          SUPERSEDED SURVEY CONTROL
 FC1448
 FC1448  NGVD 29 (??/??/92)  191.780  (m)          629.20   (f) ADJ UNCH    2 0
 FC1448
 FC1448.Superseded values are not recommended for survey control.
 FC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1448.See file dsdata.txt to determine how the superseded data were derived.
 FC1448
 FC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD303774(NAD 83)
 FC1448_MARKER: DB = BENCH MARK DISK
 FC1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1448+STABILITY: SURFACE MOTION
 FC1448
 FC1448  HISTORY     - Date     Condition        Report By
 FC1448  HISTORY     - UNK      MONUMENTED       CGS
 FC1448  HISTORY     - 1962     GOOD             NGS
 FC1448
 FC1448                          STATION DESCRIPTION
 FC1448
 FC1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1448'1.5 MI W FROM HALETOWN.
 FC1448'TO REACH THE MARK FROM THE WEST END OF THE BRIDGE ON U.S.
 FC1448'HIGHWAYS 41-64-72 OVER THE TENNESSEE RIVER AT THE WEST EDGE OF
 FC1448'HALETOWN, GO WEST ON U.S. HIGHWAYS 41-64-72 FOR 0.5 MILE, THENCE
 FC1448'SOUTH ON DIRT ROAD 0.15 MILE, THENCE WEST 0.85 MILE TO THE MARK
 FC1448'SET IN FRONT OF MR. W.C. THOMAS HOUSE, 340 FEET SOUTH OF U.S.
 FC1448'HIGHWAYS 41-64-72, 133 FEET NORTH OF THE NORTHEAST CORNER OF MR.
 FC1448'W.C. THOMASS HOUSE, 34 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 FC1448'12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD BRIDGE IN
 FC1448'DRIVEWAY, 10 FEET WEST OF THE CENTER OF DRIVEWAY LEADING TO W.C.
 FC1448'THOMASS HOUSE AND 2 FEET NORTH OF A WHITE BOARD FENCE AND WITNESS
 FC1448'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1448'6 INCHES AND IS ABOUT LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1797 ***********************************************************************
 GA1797  DESIGNATION -  X 246
 GA1797  PID         -  GA1797
 GA1797  STATE/COUNTY-  TN/HAMBLEN
 GA1797  USGS QUAD   -  MORRISTOWN (1979)
 GA1797
 GA1797                         *CURRENT SURVEY CONTROL
 GA1797  ___________________________________________________________________
 GA1797* NAD 83(1986)-  36 12 20.     (N)    083 19 28.     (W)     SCALED    
 GA1797* NAVD 88     -       390.835  (meters)    1282.26   (feet)  ADJUSTED  
 GA1797  ___________________________________________________________________
 GA1797  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1797  DYNAMIC HT  -         390.475 (meters)    1281.08  (feet)  COMP
 GA1797  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 GA1797
 GA1797  VERT ORDER  -  FIRST     CLASS I
 GA1797
 GA1797.The horizontal coordinates were scaled from a topographic map and have
 GA1797.an estimated accuracy of +/- 6 seconds.
 GA1797
 GA1797.The orthometric height was determined by differential leveling
 GA1797.and adjusted by the National Geodetic Survey in June 1991..
 GA1797
 GA1797.The geoid height was determined by GEOID03.
 GA1797
 GA1797.The dynamic height is computed by dividing the NAVD 88
 GA1797.geopotential number by the normal gravity value computed on the
 GA1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1797.degrees latitude (g = 980.6199 gals.).
 GA1797
 GA1797.The modeled gravity was interpolated from observed gravity values.
 GA1797
 GA1797;                    North         East    Units  Estimated Accuracy
 GA1797;SPC TN       -   211,010.      840,570.      MT  (+/- 180 meters Scaled)
 GA1797
 GA1797                          SUPERSEDED SURVEY CONTROL
 GA1797
 GA1797  NGVD 29 (??/??/92)  390.963  (m)         1282.68   (f) ADJ UNCH    1 1
 GA1797
 GA1797.Superseded values are not recommended for survey control.
 GA1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1797.See file dsdata.txt to determine how the superseded data were derived.
 GA1797
 GA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA910092(NAD 83)
 GA1797_MARKER: DB = BENCH MARK DISK
 GA1797_SETTING: 66 = SET IN ROCK OUTCROP
 GA1797_SP_SET: ROCK LEDGE
 GA1797_STAMPING: X 246 1967
 GA1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1797+STABILITY: POSITION/ELEVATION WELL
 GA1797
 GA1797  HISTORY     - Date     Condition        Report By
 GA1797  HISTORY     - 1967     MONUMENTED       CGS
 GA1797
 GA1797                          STATION DESCRIPTION
 GA1797
 GA1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1797'AT MORRISTOWN.
 GA1797'AT MORRISTOWN, ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 11E FROM
 GA1797'THE CITY HALL, ABOUT 40 YARDS NORTHWEST OF THE JUNCTION OF PEARCE
 GA1797'DRIVE, SET ON THE TOP OF THE EXPOSED PORTION OF A LEDGE OF ROCK
 GA1797'WHICH IS 20 FEET LONG AND 5 FEET WIDE AND LOCATED BETWEEN THE
 GA1797'COOP TOBACCO WAREHOUSE OF THE FARM BUREAU OFFICE, 45 FEET NORTH
 GA1797'OF THE NORTH CURB LINE OF THE HIGHWAY, 43.3 FEET NORTHEAST OF THE
 GA1797'SOUTHEAST CORNER OF THE WAREHOUSE, 5 1/2 FEET EAST OF THE WEST
 GA1797'CORNER OF THE LEDGE AND 15 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2192 ***********************************************************************
 GA2192  DESIGNATION -  X 247
 GA2192  PID         -  GA2192
 GA2192  STATE/COUNTY-  TN/JEFFERSON
 GA2192  USGS QUAD   -  NEW MARKET (1987)
 GA2192
 GA2192                         *CURRENT SURVEY CONTROL
 GA2192  ___________________________________________________________________
 GA2192* NAD 83(1986)-  36 05 42.     (N)    083 34 25.     (W)     SCALED    
 GA2192* NAVD 88     -       299.497  (meters)     982.60   (feet)  ADJUSTED  
 GA2192  ___________________________________________________________________
 GA2192  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2192  DYNAMIC HT  -         299.222 (meters)     981.70  (feet)  COMP
 GA2192  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 GA2192
 GA2192  VERT ORDER  -  FIRST     CLASS I
 GA2192
 GA2192.The horizontal coordinates were scaled from a topographic map and have
 GA2192.an estimated accuracy of +/- 6 seconds.
 GA2192
 GA2192.The orthometric height was determined by differential leveling
 GA2192.and adjusted by the National Geodetic Survey in June 1991..
 GA2192
 GA2192.The geoid height was determined by GEOID03.
 GA2192
 GA2192.The dynamic height is computed by dividing the NAVD 88
 GA2192.geopotential number by the normal gravity value computed on the
 GA2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2192.degrees latitude (g = 980.6199 gals.).
 GA2192
 GA2192.The modeled gravity was interpolated from observed gravity values.
 GA2192
 GA2192;                    North         East    Units  Estimated Accuracy
 GA2192;SPC TN       -   198,170.      818,480.      MT  (+/- 180 meters Scaled)
 GA2192
 GA2192                          SUPERSEDED SURVEY CONTROL
 GA2192
 GA2192  NGVD 29 (??/??/92)  299.633  (m)          983.05   (f) ADJ UNCH    1 1
 GA2192
 GA2192.Superseded values are not recommended for survey control.
 GA2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2192.See file dsdata.txt to determine how the superseded data were derived.
 GA2192
 GA2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV683975(NAD 83)
 GA2192_MARKER: DB = BENCH MARK DISK
 GA2192_SETTING: 66 = SET IN ROCK OUTCROP
 GA2192_SP_SET: ROCK OUTCROP
 GA2192_STAMPING: X 247 1967
 GA2192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2192+STABILITY: POSITION/ELEVATION WELL
 GA2192
 GA2192  HISTORY     - Date     Condition        Report By
 GA2192  HISTORY     - 1967     MONUMENTED       CGS
 GA2192
 GA2192                          STATION DESCRIPTION
 GA2192
 GA2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2192'4.8 MI SW FROM JEFFERSON CITY.
 GA2192'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2192'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, AT THE
 GA2192'JUNCTION OF NANCE ROAD, IN A SMALL PASTURE, ON PRIVATE PROPERTY,
 GA2192'SET ON THE TOP OF AN OUTCROPPING ROCK WHICH IS 18 FEET LONG-8
 GA2192'FEET WIDE AND PROJECTS 1 1/2 FEET AT THE HIGHEST POINT, 112 FEET
 GA2192'NORTHEAST OF THE CENTER LINE OF NANCE ROAD, 60 FEET NORTHWEST
 GA2192'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 7 FEET
 GA2192'SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND 4 FEET BELOW
 GA2192'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2238 ***********************************************************************
 GA2238  DESIGNATION -  X 248
 GA2238  PID         -  GA2238
 GA2238  STATE/COUNTY-  TN/KNOX
 GA2238  USGS QUAD   -  JOHN SEVIER (1992)
 GA2238
 GA2238                         *CURRENT SURVEY CONTROL
 GA2238  ___________________________________________________________________
 GA2238* NAD 83(1986)-  36 01 26.     (N)    083 50 50.     (W)     SCALED    
 GA2238* NAVD 88     -       277.089  (meters)     909.08   (feet)  ADJUSTED  
 GA2238  ___________________________________________________________________
 GA2238  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2238  DYNAMIC HT  -         276.834 (meters)     908.25  (feet)  COMP
 GA2238  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 GA2238
 GA2238  VERT ORDER  -  FIRST     CLASS I
 GA2238
 GA2238.The horizontal coordinates were scaled from a topographic map and have
 GA2238.an estimated accuracy of +/- 6 seconds.
 GA2238
 GA2238.The orthometric height was determined by differential leveling
 GA2238.and adjusted by the National Geodetic Survey in June 1991..
 GA2238
 GA2238.The geoid height was determined by GEOID03.
 GA2238
 GA2238.The dynamic height is computed by dividing the NAVD 88
 GA2238.geopotential number by the normal gravity value computed on the
 GA2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2238.degrees latitude (g = 980.6199 gals.).
 GA2238
 GA2238.The modeled gravity was interpolated from observed gravity values.
 GA2238
 GA2238;                    North         East    Units  Estimated Accuracy
 GA2238;SPC TN       -   189,700.      794,020.      MT  (+/- 180 meters Scaled)
 GA2238
 GA2238                          SUPERSEDED SURVEY CONTROL
 GA2238
 GA2238  NGVD 29 (??/??/92)  277.221  (m)          909.52   (f) ADJ UNCH    1 1
 GA2238
 GA2238.Superseded values are not recommended for survey control.
 GA2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2238.See file dsdata.txt to determine how the superseded data were derived.
 GA2238
 GA2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434903(NAD 83)
 GA2238_MARKER: DB = BENCH MARK DISK
 GA2238_SETTING: 66 = SET IN ROCK OUTCROP
 GA2238_SP_SET: ROCK LEDGE
 GA2238_STAMPING: X 248 1967
 GA2238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2238+STABILITY: POSITION/ELEVATION WELL
 GA2238
 GA2238  HISTORY     - Date     Condition        Report By
 GA2238  HISTORY     - 1967     MONUMENTED       CGS
 GA2238
 GA2238                          STATION DESCRIPTION
 GA2238
 GA2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2238'6 MI NE FROM KNOXVILLE.
 GA2238'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2238'STATION AT KNOXVILLE, ABOUT 0.25 MILE NORTHEAST OF MILEPOST 125,
 GA2238'ABOUT 0.2 MILE NORTHEAST OF THE U.S. HIGHWAY 11W OVERPASS, ABOUT
 GA2238'30 YARDS SOUTHEAST OF THE MAIN LINE TRACK, ALONG THE SOUTHEAST
 GA2238'SIDE OF THE PIGGY BACK LOADING AREA, SET IN THE TOP OF A ROCK
 GA2238'LEDGE WHICH IS 40 FEET LONG AND 8 FEET HIGH ON THE NORTHWEST
 GA2238'SIDE AND IS PART OF A HIGH BANK, 105 FEET NORTHWEST OF THE CENTER
 GA2238'LINE OF A BLACK TOPPED ROAD PARALLELING THE TRACK, ABOUT 8 FEET
 GA2238'ABOVE THE LEVEL OF THE TRACK AND 10 FEET BELOW THE LEVEL OF THE
 GA2238'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0846 ***********************************************************************
 FC0846  DESIGNATION -  X 249
 FC0846  PID         -  FC0846
 FC0846  STATE/COUNTY-  TN/MORGAN
 FC0846  USGS QUAD   -  HARRIMAN (1980)
 FC0846
 FC0846                         *CURRENT SURVEY CONTROL
 FC0846  ___________________________________________________________________
 FC0846* NAD 83(1986)-  35 58 34.     (N)    084 33 49.     (W)     SCALED    
 FC0846* NAVD 88     -       245.700  (meters)     806.10   (feet)  ADJUSTED  
 FC0846  ___________________________________________________________________
 FC0846  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0846  DYNAMIC HT  -         245.475 (meters)     805.36  (feet)  COMP
 FC0846  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FC0846
 FC0846  VERT ORDER  -  FIRST     CLASS I
 FC0846
 FC0846.The horizontal coordinates were scaled from a topographic map and have
 FC0846.an estimated accuracy of +/- 6 seconds.
 FC0846
 FC0846.The orthometric height was determined by differential leveling
 FC0846.and adjusted by the National Geodetic Survey in June 1991..
 FC0846
 FC0846.The geoid height was determined by GEOID03.
 FC0846
 FC0846.The dynamic height is computed by dividing the NAVD 88
 FC0846.geopotential number by the normal gravity value computed on the
 FC0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0846.degrees latitude (g = 980.6199 gals.).
 FC0846
 FC0846.The modeled gravity was interpolated from observed gravity values.
 FC0846
 FC0846;                    North         East    Units  Estimated Accuracy
 FC0846;SPC TN       -   183,220.      729,540.      MT  (+/- 180 meters Scaled)
 FC0846
 FC0846                          SUPERSEDED SURVEY CONTROL
 FC0846
 FC0846  NGVD 29 (??/??/92)  245.814  (m)          806.47   (f) ADJ UNCH    1 1
 FC0846
 FC0846.Superseded values are not recommended for survey control.
 FC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0846.See file dsdata.txt to determine how the superseded data were derived.
 FC0846
 FC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE196840(NAD 83)
 FC0846_MARKER: DB = BENCH MARK DISK
 FC0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0846_SP_SET: CONCRETE FLOOR
 FC0846_STAMPING: X 249 1968
 FC0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0846
 FC0846  HISTORY     - Date     Condition        Report By
 FC0846  HISTORY     - 1968     MONUMENTED       CGS
 FC0846  HISTORY     - 1972     GOOD             TVA
 FC0846
 FC0846                          STATION DESCRIPTION
 FC0846
 FC0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0846'1.2 MI SW FROM OAKDALE.
 FC0846'ABOUT 1.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0846'STATION AT OAKDALE, OR ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET
 FC0846'FROM THE POST OFFICE AT HARRIMAN, THENCE 1.05 MILES NORTHWEST
 FC0846'ALONG CARTER STREET, THENCE 2.9 MILES NORTH ALONG THE SOUTHERN
 FC0846'RAILWAY, AT THE SOUTH ENTRANCE TO TUNNEL NUMBER 26, SET IN THE
 FC0846'CENTER OF THE TOP OF THE CONCRETE FLOOR OF THE EAST AIR DUCT
 FC0846'FOR THE TUNNEL, 15 FEET EAST OF THE EAST RAIL, 0.6 FOOT NORTH
 FC0846'OF THE SOUTH FACE OF THE TUNNEL, 4 FEET WEST OF THE EAST CONCRETE
 FC0846'WALL OF THE AIR DUCT, 5 FEET EAST OF THE EAST CONCRETE WALL OF THE
 FC0846'TUNNEL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 FC0846
 FC0846                          STATION RECOVERY (1972)
 FC0846
 FC0846'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0029 ***********************************************************************
 FD0029  DESIGNATION -  X 25
 FD0029  PID         -  FD0029
 FD0029  STATE/COUNTY-  TN/CANNON
 FD0029  USGS QUAD   -  WOODBURY (1979)
 FD0029
 FD0029                         *CURRENT SURVEY CONTROL
 FD0029  ___________________________________________________________________
 FD0029* NAD 83(1986)-  35 48 03.     (N)    086 00 07.     (W)     SCALED    
 FD0029* NAVD 88     -       353.058  (meters)    1158.32   (feet)  ADJUSTED  
 FD0029  ___________________________________________________________________
 FD0029  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FD0029  DYNAMIC HT  -         352.729 (meters)    1157.25  (feet)  COMP
 FD0029  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FD0029
 FD0029  VERT ORDER  -  SECOND    CLASS 0
 FD0029
 FD0029.The horizontal coordinates were scaled from a topographic map and have
 FD0029.an estimated accuracy of +/- 6 seconds.
 FD0029
 FD0029.The orthometric height was determined by differential leveling
 FD0029.and adjusted by the National Geodetic Survey in June 1991..
 FD0029
 FD0029.The geoid height was determined by GEOID03.
 FD0029
 FD0029.The dynamic height is computed by dividing the NAVD 88
 FD0029.geopotential number by the normal gravity value computed on the
 FD0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0029.degrees latitude (g = 980.6199 gals.).
 FD0029
 FD0029.The modeled gravity was interpolated from observed gravity values.
 FD0029
 FD0029;                    North         East    Units  Estimated Accuracy
 FD0029;SPC TN       -   162,820.      599,820.      MT  (+/- 180 meters Scaled)
 FD0029
 FD0029                          SUPERSEDED SURVEY CONTROL
 FD0029
 FD0029.No superseded survey control is available for this station.
 FD0029
 FD0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE901623(NAD 83)
 FD0029_MARKER: DB = BENCH MARK DISK
 FD0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0029_STAMPING: X 25 1934
 FD0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0029+STABILITY: SURFACE MOTION
 FD0029
 FD0029  HISTORY     - Date     Condition        Report By
 FD0029  HISTORY     - 1934     MONUMENTED       CGS
 FD0029  HISTORY     - 1935     GOOD             NGS
 FD0029
 FD0029                          STATION DESCRIPTION
 FD0029
 FD0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0029'4.6 MI E FROM WOODBURY.
 FD0029'4.6 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0029'WOODBURY, CANNON COUNTY, 0.2 MILE EAST OF ELKINS SCHOOL, ON THE
 FD0029'JOHN EARL PROPERTY IN 1935, 65 FEET EAST OF AN OLD STORE BUILDING,
 FD0029'50 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 FD0029'NORTH OF THE PROLONGATION OF THE FRONT LINE OF A BARN, AND 5
 FD0029'FEET EAST OF A BARNYARD FENCE.  A STANDARD DISK, STAMPED X 25 1934
 FD0029'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0930 ***********************************************************************
 GB0930  DESIGNATION -  X 250
 GB0930  PID         -  GB0930
 GB0930  STATE/COUNTY-  TN/SCOTT
 GB0930  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0930
 GB0930                         *CURRENT SURVEY CONTROL
 GB0930  ___________________________________________________________________
 GB0930* NAD 83(1986)-  36 23 35.     (N)    084 32 44.     (W)     SCALED    
 GB0930* NAVD 88     -       380.616  (meters)    1248.74   (feet)  ADJUSTED  
 GB0930  ___________________________________________________________________
 GB0930  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0930  DYNAMIC HT  -         380.292 (meters)    1247.67  (feet)  COMP
 GB0930  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GB0930
 GB0930  VERT ORDER  -  FIRST     CLASS I
 GB0930
 GB0930.The horizontal coordinates were scaled from a topographic map and have
 GB0930.an estimated accuracy of +/- 6 seconds.
 GB0930
 GB0930.The orthometric height was determined by differential leveling
 GB0930.and adjusted by the National Geodetic Survey in June 1991..
 GB0930
 GB0930.The geoid height was determined by GEOID03.
 GB0930
 GB0930.The dynamic height is computed by dividing the NAVD 88
 GB0930.geopotential number by the normal gravity value computed on the
 GB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0930.degrees latitude (g = 980.6199 gals.).
 GB0930
 GB0930.The modeled gravity was interpolated from observed gravity values.
 GB0930
 GB0930;                    North         East    Units  Estimated Accuracy
 GB0930;SPC TN       -   229,500.      730,480.      MT  (+/- 180 meters Scaled)
 GB0930
 GB0930                          SUPERSEDED SURVEY CONTROL
 GB0930
 GB0930  NGVD 29 (??/??/92)  380.753  (m)         1249.19   (f) ADJ UNCH    1 1
 GB0930
 GB0930.Superseded values are not recommended for survey control.
 GB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0930.See file dsdata.txt to determine how the superseded data were derived.
 GB0930
 GB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF201303(NAD 83)
 GB0930_MARKER: DB = BENCH MARK DISK
 GB0930_SETTING: 66 = SET IN ROCK OUTCROP
 GB0930_SP_SET: ROCK OUTCROP
 GB0930_STAMPING: X 250 1968
 GB0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0930+STABILITY: POSITION/ELEVATION WELL
 GB0930
 GB0930  HISTORY     - Date     Condition        Report By
 GB0930  HISTORY     - 1968     MONUMENTED       CGS
 GB0930
 GB0930                          STATION DESCRIPTION
 GB0930
 GB0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0930'2.8 MI S FROM HELENWOOD.
 GB0930'ABOUT 2.75 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0930'STATION AT HELENWOOD, AT THE SOUTH END OF A CUT AND THE NORTH
 GB0930'END OF A FILL FOR THE RAILROAD, 0.25 MILE NORTH OF MILEPOST
 GB0930'218, 0.25 MILE NORTHEAST OF A CROSSING OF THE RAILROAD AND A
 GB0930'POWER LINE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A ROCK
 GB0930'OUTCROP IN THE EAST BANK OF THE CUT, 36 FEET EAST OF THE EAST
 GB0930'RAIL, 40 FEET SOUTHEAST OF SEMAPHORE NUMBER 217.4, 19 1/2 FEET
 GB0930'WEST OF A TELEPHONE POLE, 28 FEET SOUTHEAST OF THE SOUTHEAST
 GB0930'CORNER OF A METAL CONTROL BOX, AND ABOUT 3 FEET BELOW THE
 GB0930'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0393 ***********************************************************************
 FC0393  DESIGNATION -  X 256
 FC0393  PID         -  FC0393
 FC0393  STATE/COUNTY-  TN/BRADLEY
 FC0393  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0393
 FC0393                         *CURRENT SURVEY CONTROL
 FC0393  ___________________________________________________________________
 FC0393* NAD 83(1986)-  35 13 06.     (N)    084 49 39.     (W)     SCALED    
 FC0393* NAVD 88     -       249.020  (meters)     816.99   (feet)  ADJUSTED  
 FC0393  ___________________________________________________________________
 FC0393  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0393  DYNAMIC HT  -         248.775 (meters)     816.19  (feet)  COMP
 FC0393  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 FC0393
 FC0393  VERT ORDER  -  FIRST     CLASS I
 FC0393
 FC0393.The horizontal coordinates were scaled from a topographic map and have
 FC0393.an estimated accuracy of +/- 6 seconds.
 FC0393
 FC0393.The orthometric height was determined by differential leveling
 FC0393.and adjusted by the National Geodetic Survey in June 1991..
 FC0393
 FC0393.The geoid height was determined by GEOID03.
 FC0393
 FC0393.The dynamic height is computed by dividing the NAVD 88
 FC0393.geopotential number by the normal gravity value computed on the
 FC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0393.degrees latitude (g = 980.6199 gals.).
 FC0393
 FC0393.The modeled gravity was interpolated from observed gravity values.
 FC0393
 FC0393;                    North         East    Units  Estimated Accuracy
 FC0393;SPC TN       -    98,830.      706,750.      MT  (+/- 180 meters Scaled)
 FC0393
 FC0393                          SUPERSEDED SURVEY CONTROL
 FC0393
 FC0393  NGVD 29 (??/??/92)  249.046  (m)          817.08   (f) ADJ UNCH    1 1
 FC0393
 FC0393.Superseded values are not recommended for survey control.
 FC0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0393.See file dsdata.txt to determine how the superseded data were derived.
 FC0393
 FC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD977994(NAD 83)
 FC0393_MARKER: DB = BENCH MARK DISK
 FC0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0393_STAMPING: X 256 1968
 FC0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0393+STABILITY: SURFACE MOTION
 FC0393
 FC0393  HISTORY     - Date     Condition        Report By
 FC0393  HISTORY     - 1968     MONUMENTED       CGS
 FC0393  HISTORY     - 1983     GOOD             USPSQD
 FC0393
 FC0393                          STATION DESCRIPTION
 FC0393
 FC0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0393'4.9 MI NE FROM CLEVELAND.
 FC0393'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0393'COURTHOUSE AT CLEVELAND, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION
 FC0393'OF TASSO ROAD, AT FAIRVIEW, ABOUT 0.25 MILE SOUTHEAST OF THE HANGAR
 FC0393'AT THE HARDWICK AIRFIELD, 132 FEET NORTHEAST OF THE EXTENDED
 FC0393'CENTER LINE OF THE BLACKTOP ROAD THAT LEADS TO THE AIRFIELD,
 FC0393'25 FEET SOUTH OF THE CENTER OF A 2-FOOT CONCRETE PIPE CULVERT UNDER
 FC0393'THE HIGHWAY, 29 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FC0393'10 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1.4 FEET SOUTHWEST OF A
 FC0393'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 FC0393'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 FC0393'GROUND.
 FC0393
 FC0393                          STATION RECOVERY (1983)
 FC0393
 FC0393'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0520 ***********************************************************************
 FC0520  DESIGNATION -  X 257
 FC0520  PID         -  FC0520
 FC0520  STATE/COUNTY-  TN/MCMINN
 FC0520  USGS QUAD   -  ATHENS (1990)
 FC0520
 FC0520                         *CURRENT SURVEY CONTROL
 FC0520  ___________________________________________________________________
 FC0520* NAD 83(1986)-  35 28 02.     (N)    084 36 23.     (W)     SCALED    
 FC0520* NAVD 88     -       281.194  (meters)     922.55   (feet)  ADJUSTED  
 FC0520  ___________________________________________________________________
 FC0520  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0520  DYNAMIC HT  -         280.919 (meters)     921.65  (feet)  COMP
 FC0520  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 FC0520
 FC0520  VERT ORDER  -  FIRST     CLASS I
 FC0520
 FC0520.The horizontal coordinates were scaled from a topographic map and have
 FC0520.an estimated accuracy of +/- 6 seconds.
 FC0520
 FC0520.The orthometric height was determined by differential leveling
 FC0520.and adjusted by the National Geodetic Survey in June 1991..
 FC0520
 FC0520.The geoid height was determined by GEOID03.
 FC0520
 FC0520.The dynamic height is computed by dividing the NAVD 88
 FC0520.geopotential number by the normal gravity value computed on the
 FC0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0520.degrees latitude (g = 980.6199 gals.).
 FC0520
 FC0520.The modeled gravity was interpolated from observed gravity values.
 FC0520
 FC0520;                    North         East    Units  Estimated Accuracy
 FC0520;SPC TN       -   126,710.      726,490.      MT  (+/- 180 meters Scaled)
 FC0520
 FC0520                          SUPERSEDED SURVEY CONTROL
 FC0520
 FC0520  NGVD 29 (??/??/92)  281.249  (m)          922.73   (f) ADJ UNCH    1 1
 FC0520
 FC0520.Superseded values are not recommended for survey control.
 FC0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0520.See file dsdata.txt to determine how the superseded data were derived.
 FC0520
 FC0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE171274(NAD 83)
 FC0520_MARKER: DB = BENCH MARK DISK
 FC0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0520_SP_SET: CULVERT
 FC0520_STAMPING: X 257 1968
 FC0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0520
 FC0520  HISTORY     - Date     Condition        Report By
 FC0520  HISTORY     - 1968     MONUMENTED       CGS
 FC0520
 FC0520                          STATION DESCRIPTION
 FC0520
 FC0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0520'1.5 MI NE FROM ATHENS.
 FC0520'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0520'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, ALSO ABOUT 0.8 MILE
 FC0520'NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT ATHENS, THENCE
 FC0520'ABOUT 0.6 MILE NORTH ALONG RAILROAD AVENUE, ABOUT 50 YARDS WEST OF
 FC0520'THE INTERSECTION OF U.S. HIGHWAY 11, RAILROAD AVENUE AND MT.
 FC0520'VERD ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 FC0520'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF THE
 FC0520'HIGHWAY, 38 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 FC0520'BOUND LANES OF THE HIGHWAY AND ABOUT 8 FEET BELOW THE LEVEL OF
 FC0520'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0010 ***********************************************************************
 FC0010  DESIGNATION -  X 258
 FC0010  PID         -  FC0010
 FC0010  STATE/COUNTY-  TN/MONROE
 FC0010  USGS QUAD   -  SWEETWATER (1989)
 FC0010
 FC0010                         *CURRENT SURVEY CONTROL
 FC0010  ___________________________________________________________________
 FC0010* NAD 83(1986)-  35 35 56.     (N)    084 27 47.     (W)     SCALED    
 FC0010* NAVD 88     -       279.871  (meters)     918.21   (feet)  ADJUSTED  
 FC0010  ___________________________________________________________________
 FC0010  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0010  DYNAMIC HT  -         279.599 (meters)     917.32  (feet)  COMP
 FC0010  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC0010
 FC0010  VERT ORDER  -  FIRST     CLASS I
 FC0010
 FC0010.The horizontal coordinates were scaled from a topographic map and have
 FC0010.an estimated accuracy of +/- 6 seconds.
 FC0010
 FC0010.The orthometric height was determined by differential leveling
 FC0010.and adjusted by the National Geodetic Survey in June 1991..
 FC0010
 FC0010.The geoid height was determined by GEOID03.
 FC0010
 FC0010.The dynamic height is computed by dividing the NAVD 88
 FC0010.geopotential number by the normal gravity value computed on the
 FC0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0010.degrees latitude (g = 980.6199 gals.).
 FC0010
 FC0010.The modeled gravity was interpolated from observed gravity values.
 FC0010
 FC0010;                    North         East    Units  Estimated Accuracy
 FC0010;SPC TN       -   141,510.      739,260.      MT  (+/- 180 meters Scaled)
 FC0010
 FC0010                          SUPERSEDED SURVEY CONTROL
 FC0010
 FC0010  NGVD 29 (??/??/92)  279.944  (m)          918.45   (f) ADJ UNCH    1 1
 FC0010
 FC0010.Superseded values are not recommended for survey control.
 FC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0010.See file dsdata.txt to determine how the superseded data were derived.
 FC0010
 FC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE298424(NAD 83)
 FC0010_MARKER: DB = BENCH MARK DISK
 FC0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0010_SP_SET: BRIDGE
 FC0010_STAMPING: X 258 1968
 FC0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0010
 FC0010  HISTORY     - Date     Condition        Report By
 FC0010  HISTORY     - 1968     MONUMENTED       CGS
 FC0010
 FC0010                          STATION DESCRIPTION
 FC0010
 FC0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0010'AT SWEETWATER.
 FC0010'AT SWEETWATER, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 68
 FC0010'FROM THE SOUTHERN RAILWAY STATION, SET IN THE TOP OF THE NORTHWEST
 FC0010'END OF THE SOUTHWEST CONCRETE GUARD RAIL BASE FOR A 120-FOOT
 FC0010'CONCRETE BRIDGE OVER SWEETWATER CREEK, 16 FEET SOUTHWEST OF THE
 FC0010'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 FC0010'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0082 ***********************************************************************
 FC0082  DESIGNATION -  X 259
 FC0082  PID         -  FC0082
 FC0082  STATE/COUNTY-  TN/LOUDON
 FC0082  USGS QUAD   -  CONCORD (1984)
 FC0082
 FC0082                         *CURRENT SURVEY CONTROL
 FC0082  ___________________________________________________________________
 FC0082* NAD 83(1986)-  35 50 01.     (N)    084 11 53.     (W)     SCALED    
 FC0082* NAVD 88     -       266.598  (meters)     874.66   (feet)  ADJUSTED  
 FC0082  ___________________________________________________________________
 FC0082  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0082  DYNAMIC HT  -         266.346 (meters)     873.84  (feet)  COMP
 FC0082  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FC0082
 FC0082  VERT ORDER  -  FIRST     CLASS I
 FC0082
 FC0082.The horizontal coordinates were scaled from a topographic map and have
 FC0082.an estimated accuracy of +/- 6 seconds.
 FC0082
 FC0082.The orthometric height was determined by differential leveling
 FC0082.and adjusted by the National Geodetic Survey in June 1991..
 FC0082
 FC0082.The geoid height was determined by GEOID03.
 FC0082
 FC0082.The dynamic height is computed by dividing the NAVD 88
 FC0082.geopotential number by the normal gravity value computed on the
 FC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0082.degrees latitude (g = 980.6199 gals.).
 FC0082
 FC0082.The modeled gravity was interpolated from observed gravity values.
 FC0082
 FC0082;                    North         East    Units  Estimated Accuracy
 FC0082;SPC TN       -   167,950.      762,790.      MT  (+/- 180 meters Scaled)
 FC0082
 FC0082                          SUPERSEDED SURVEY CONTROL
 FC0082
 FC0082  NGVD 29 (??/??/92)  266.714  (m)          875.04   (f) ADJ UNCH    1 1
 FC0082
 FC0082.Superseded values are not recommended for survey control.
 FC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0082.See file dsdata.txt to determine how the superseded data were derived.
 FC0082
 FC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE530691(NAD 83)
 FC0082_MARKER: DB = BENCH MARK DISK
 FC0082_SETTING: 66 = SET IN ROCK OUTCROP
 FC0082_SP_SET: OUTCROP
 FC0082_STAMPING: X 259 1968
 FC0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0082+STABILITY: POSITION/ELEVATION WELL
 FC0082
 FC0082  HISTORY     - Date     Condition        Report By
 FC0082  HISTORY     - 1968     MONUMENTED       CGS
 FC0082
 FC0082                          STATION DESCRIPTION
 FC0082
 FC0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0082'4.1 MI SW FROM CONCORD.
 FC0082'ABOUT 4.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0082'POST OFFICE AT CONCORD, ABOUT 0.2 MILE SOUTHWEST OF THE KNOX-LOUDON
 FC0082'COUNTY LINE, ABOUT 0.15 MILE SOUTHWEST OF MILEPOST 149, SET IN
 FC0082'THE TOP OF A ROCK THAT THE EXPOSED PART IS ABOUT 6 FEET LONG
 FC0082'BY 2 FEET WIDE AND IS PART OF A ROCK OUTCROP THAT IS ABOUT 45
 FC0082'FEET LONG BY 12 FEET WIDE, 92 FEET SOUTHEAST OF THE SOUTHEAST
 FC0082'RAIL, 35 1/2 FEET WEST OF THE CENTER OF THE JUNCTION OF A BLACKTOP
 FC0082'ROAD AND A DRIVE LEADING EAST TO A ONE STORY FRAME HOUSE, 21 FEET
 FC0082'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 FC0082'ROAD AND ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1640 ***********************************************************************
 GC1640  DESIGNATION -  X 26
 GC1640  PID         -  GC1640
 GC1640  STATE/COUNTY-  TN/HOUSTON
 GC1640  USGS QUAD   -  WOOLWORTH (1973)
 GC1640
 GC1640                         *CURRENT SURVEY CONTROL
 GC1640  ___________________________________________________________________
 GC1640* NAD 83(1986)-  36 14 01.     (N)    087 42 11.     (W)     SCALED    
 GC1640* NAVD 88     -       174.121  (meters)     571.26   (feet)  ADJUSTED  
 GC1640  ___________________________________________________________________
 GC1640  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1640  DYNAMIC HT  -         173.974 (meters)     570.78  (feet)  COMP
 GC1640  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GC1640
 GC1640  VERT ORDER  -  SECOND    CLASS 0
 GC1640
 GC1640.The horizontal coordinates were scaled from a topographic map and have
 GC1640.an estimated accuracy of +/- 6 seconds.
 GC1640
 GC1640.The orthometric height was determined by differential leveling
 GC1640.and adjusted by the National Geodetic Survey in June 1991..
 GC1640
 GC1640.The geoid height was determined by GEOID03.
 GC1640
 GC1640.The dynamic height is computed by dividing the NAVD 88
 GC1640.geopotential number by the normal gravity value computed on the
 GC1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1640.degrees latitude (g = 980.6199 gals.).
 GC1640
 GC1640.The modeled gravity was interpolated from observed gravity values.
 GC1640
 GC1640;                    North         East    Units  Estimated Accuracy
 GC1640;SPC TN       -   212,170.      446,910.      MT  (+/- 180 meters Scaled)
 GC1640
 GC1640                          SUPERSEDED SURVEY CONTROL
 GC1640
 GC1640  NGVD 29 (??/??/92)  174.158  (m)          571.38   (f) ADJ UNCH    2 0
 GC1640
 GC1640.Superseded values are not recommended for survey control.
 GC1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1640.See file dsdata.txt to determine how the superseded data were derived.
 GC1640
 GC1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF368100(NAD 83)
 GC1640_MARKER: DB = BENCH MARK DISK
 GC1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1640_STAMPING: 571.577 X 26 1934
 GC1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1640+STABILITY: SURFACE MOTION
 GC1640
 GC1640  HISTORY     - Date     Condition        Report By
 GC1640  HISTORY     - 1934     MONUMENTED       CGS
 GC1640  HISTORY     - 1972     GOOD             TVA
 GC1640
 GC1640                          STATION DESCRIPTION
 GC1640
 GC1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1640'8.5 MI S FROM ERIN.
 GC1640'8.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM ERIN, HOUSTON COUNTY,
 GC1640'6.5 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 49, 1.2 MILES
 GC1640'SOUTH OF THE SUMMIT OF TENNESSEE RIDGE, 0.5 MILE NORTH OF THE
 GC1640'HUMPHREYS-HOUSTON COUNTY LINE, 34 YARDS SOUTH OF TWO CULVERTS 150
 GC1640'FEET APART, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GC1640'6 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER.  A STANDARD DISK,
 GC1640'STAMPED 571.577 X 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GC1640'NOTE-- 104.5 FT NW FROM POWER POLE IN F.1.  98.7 FT SE FROM SE
 GC1640'CORNER OF 4 FT X 4 FT CONCRETE BOX CULVERT.  13.0 W OF FENCE
 GC1640'LINE.
 GC1640
 GC1640                          STATION RECOVERY (1972)
 GC1640
 GC1640'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0392 ***********************************************************************
 FF0392  DESIGNATION -  X 260
 FF0392  PID         -  FF0392
 FF0392  STATE/COUNTY-  TN/SHELBY
 FF0392  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0392
 FF0392                         *CURRENT SURVEY CONTROL
 FF0392  ___________________________________________________________________
 FF0392* NAD 83(1995)-  35 01 14.30783(N)    090 05 19.32173(W)     ADJUSTED  
 FF0392* NAVD 88     -        85.008  (meters)     278.90   (feet)  ADJUSTED  
 FF0392  ___________________________________________________________________
 FF0392  X           -      -8,095.340 (meters)                     COMP
 FF0392  Y           -  -5,229,154.004 (meters)                     COMP
 FF0392  Z           -   3,639,775.567 (meters)                     COMP
 FF0392  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FF0392  ELLIP HEIGHT-          57.66  (meters)          (05/31/05) GPS OBS
 FF0392  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0392  DYNAMIC HT  -          84.929 (meters)     278.64  (feet)  COMP
 FF0392  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FF0392
 FF0392  HORZ ORDER  -  FIRST
 FF0392  VERT ORDER  -  FIRST     CLASS I
 FF0392  ELLP ORDER  -  FOURTH    CLASS II
 FF0392
 FF0392.The horizontal coordinates were established by GPS observations
 FF0392.and adjusted by the National Geodetic Survey in May 2005..
 FF0392
 FF0392.The orthometric height was determined by differential leveling
 FF0392.and adjusted by the National Geodetic Survey in June 1991..
 FF0392
 FF0392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0392
 FF0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0392
 FF0392.The ellipsoidal height was determined by GPS observations
 FF0392.and is referenced to NAD 83.
 FF0392
 FF0392.The geoid height was determined by GEOID03.
 FF0392
 FF0392.The dynamic height is computed by dividing the NAVD 88
 FF0392.geopotential number by the normal gravity value computed on the
 FF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0392.degrees latitude (g = 980.6199 gals.).
 FF0392
 FF0392.The modeled gravity was interpolated from observed gravity values.
 FF0392
 FF0392;                    North         East     Units Scale Factor Converg.
 FF0392;SPC TN       -    84,052.235   226,934.260   MT  1.00004839   -2 23 37.3
 FF0392;SPC TN       -   275,761.37    744,533.48   sFT  1.00004839   -2 23 37.3
 FF0392;UTM  15      - 3,879,206.913   765,633.501   MT  1.00046973   +1 40 18.1
 FF0392
 FF0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0392!SPC TN       -   0.99999095  x   1.00004839  =   1.00003934
 FF0392!UTM  15      -   0.99999095  x   1.00046973  =   1.00046068
 FF0392
 FF0392                          SUPERSEDED SURVEY CONTROL
 FF0392
 FF0392  NAVD 88 (05/31/05)   85.01   (m)          278.9    (f) LEVELING    3  
 FF0392  NGVD 29 (??/??/??)   84.985  (m)          278.82   (f) ADJUSTED    1 1
 FF0392
 FF0392.Superseded values are not recommended for survey control.
 FF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0392.See file dsdata.txt to determine how the superseded data were derived.
 FF0392
 FF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6563479207(NAD 83)
 FF0392_MARKER: DV = VERTICAL CONTROL DISK
 FF0392_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0392+WITH SETTING: INTO GROUND
 FF0392_SP_SET: METAL ROD WITH BASE PLATE
 FF0392_STAMPING: X 260 1974
 FF0392_MARK LOGO: NGS   
 FF0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0392+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF0392
 FF0392  HISTORY     - Date     Condition        Report By
 FF0392  HISTORY     - 1974     MONUMENTED       NGS
 FF0392  HISTORY     - 1976     GOOD             NGS
 FF0392  HISTORY     - 1983     GOOD             NGS
 FF0392  HISTORY     - 19920116 GOOD             NGS
 FF0392  HISTORY     - 20021028 GOOD             USACE
 FF0392  HISTORY     - 20030701 GOOD             EMCINC
 FF0392
 FF0392                          STATION DESCRIPTION
 FF0392
 FF0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0392'4.8 MI SW FROM MEMPHIS.
 FF0392'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD
 FF0392'STREET) FROM THE INTERSTATE 55 UNDERPASS AT MEMPHIS, AT THE
 FF0392'INTERSECTION OF SHELBY DRIVE AND SOUTH THIRD STREET, 136 FEET
 FF0392'NORTHWEST OF THE NORTHWEST CURBLINE OF U.S. HIGHWAY 61, 39 FEET
 FF0392'SOUTH OF THE CENTER LINE OF SHELBY DRIVE, 22 FEET NORTHWEST OF
 FF0392'THE NORTHWEST CORNER OF THE EXXON SERVICE STATION, 46 FEET EAST
 FF0392'OF A LONE 36-INCH OAK TREE, 2.8 FEET WEST OF A PIPE CORNER POST
 FF0392'IN CHAIN LINK FENCE, 1 FOOT NORTH OF A FENCE, 1 FOOT NORTHEAST
 FF0392'OF A METAL WINNESS POST, 2 FEET BELOW LEVEL OF SHELBY DRIVE AND
 FF0392'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FF0392'TO A METAL BASE PLATE.  THE DISK IS 2-INCHES BELOW LEVEL OF THE
 FF0392'GROUND AND PROTECTED BY A 4-INCH IRON PIPE 1-INCH BELOW LEVEL
 FF0392'OF THE GROUND.
 FF0392
 FF0392                          STATION RECOVERY (1976)
 FF0392
 FF0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0392'RECOVERED IN GOOD CONDITION.
 FF0392
 FF0392                          STATION RECOVERY (1983)
 FF0392
 FF0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0392'RECOVERED IN GOOD CONDITION.
 FF0392
 FF0392                          STATION RECOVERY (1992)
 FF0392
 FF0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0392'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0392'INTERSTATE HIGHWAY 55 IN MEMPHIS, 48.1 M (157.8 FT) NORTHWEST OF THE
 FF0392'HIGHWAY CENTERLINE, 8.7 M (28.5 FT) SOUTH OF AND LEVEL WITH THE
 FF0392'CENTERLINE OF SHELBY DRIVE, 4.7 M (15.4 FT) SOUTHWEST OF A UTILITY
 FF0392'LIGHT POLE, 0.9 M (3.0 FT) WEST OF THE NORTH END OF A CHAIN-LINK
 FF0392'FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE
 FF0392'DISK IS ENCASED IN A 4-INCH METAL PIPE RECESSED 0.3 M (1.0 FT) BELOW
 FF0392'THE GROUND SURFACE.
 FF0392
 FF0392                          STATION RECOVERY (2002)
 FF0392
 FF0392'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0392'MARK IS ALSO 10.0 FT SW OF A POWER POLE AND CARSONITE WITNESS POST.
 FF0392
 FF0392                          STATION RECOVERY (2003)
 FF0392
 FF0392'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0392'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1381 ***********************************************************************
 FE1381  DESIGNATION -  X 261
 FE1381  PID         -  FE1381
 FE1381  STATE/COUNTY-  TN/SHELBY
 FE1381  USGS QUAD   -  MILLINGTON (1997)
 FE1381
 FE1381                         *CURRENT SURVEY CONTROL
 FE1381  ___________________________________________________________________
 FE1381* NAD 83(1986)-  35 21 22.     (N)    089 53 42.     (W)     SCALED    
 FE1381* NAVD 88     -        89.607  (meters)     293.99   (feet)  ADJUSTED  
 FE1381  ___________________________________________________________________
 FE1381  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1381  DYNAMIC HT  -          89.527 (meters)     293.72  (feet)  COMP
 FE1381  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FE1381
 FE1381  VERT ORDER  -  FIRST     CLASS I
 FE1381
 FE1381.The horizontal coordinates were scaled from a topographic map and have
 FE1381.an estimated accuracy of +/- 6 seconds.
 FE1381
 FE1381.The orthometric height was determined by differential leveling
 FE1381.and adjusted by the National Geodetic Survey in June 1991..
 FE1381
 FE1381.The geoid height was determined by GEOID03.
 FE1381
 FE1381.The dynamic height is computed by dividing the NAVD 88
 FE1381.geopotential number by the normal gravity value computed on the
 FE1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1381.degrees latitude (g = 980.6199 gals.).
 FE1381
 FE1381.The modeled gravity was interpolated from observed gravity values.
 FE1381
 FE1381;                    North         East    Units  Estimated Accuracy
 FE1381;SPC TN       -   120,520.      246,080.      MT  (+/- 180 meters Scaled)
 FE1381
 FE1381                          SUPERSEDED SURVEY CONTROL
 FE1381
 FE1381  NGVD 29 (??/??/??)   89.569  (m)          293.86   (f) ADJUSTED    1 1
 FE1381
 FE1381.Superseded values are not recommended for survey control.
 FE1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1381.See file dsdata.txt to determine how the superseded data were derived.
 FE1381
 FE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE369163(NAD 83)
 FE1381_MARKER: DB = BENCH MARK DISK
 FE1381_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1381+WITH SETTING: INTO GROUND
 FE1381_STAMPING: X 261 1974
 FE1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1381+STABILITY: SURFACE MOTION
 FE1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1381+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1381
 FE1381  HISTORY     - Date     Condition        Report By
 FE1381  HISTORY     - 1974     MONUMENTED       NGS
 FE1381  HISTORY     - 20021007 GOOD             USACE
 FE1381
 FE1381                          STATION DESCRIPTION
 FE1381
 FE1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1381'1.4 MI NE FROM MILLINGTON.
 FE1381'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1381'WITH NAVY ROAD AT MILLINGTON, AT THE JUNCTION WITH WILKINSVILLE
 FE1381'STREET LEADING SOUTH, ON PROPERTY OF W.V. FORSYTHE, 40.4 FEET
 FE1381'NORTHEAST OF THE NORTH CORNER OF A STUCCO STORE, 27 FEET
 FE1381'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF U.S.
 FE1381'HIGHWAY 51, 16.7 FEET NORTHEAST OF THE NORTHEAST EDGE OF A NEW
 FE1381'ASPHALT CROSS-OVER BETWEEN HIGHWAY AND WILKINSVILLE STREET, 5.6
 FE1381'FEET EAST OF A POWER POLE BEARING STREET LIGHT, 2 FEET WEST OF
 FE1381'THE BASE OF A BRACE WIRE AND ON THE TOP OF A 4-FOOT COPPER
 FE1381'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE1381'DISK IS 2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FE1381'PIPE 1-INCH BELOW GROUND.
 FE1381
 FE1381                          STATION RECOVERY (2002)
 FE1381
 FE1381'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1719 ***********************************************************************
 FE1719  DESIGNATION -  X 262
 FE1719  PID         -  FE1719
 FE1719  STATE/COUNTY-  TN/LAUDERDALE
 FE1719  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1719
 FE1719                         *CURRENT SURVEY CONTROL
 FE1719  ___________________________________________________________________
 FE1719* NAD 83(1986)-  35 38 52.     (N)    089 35 29.     (W)     SCALED    
 FE1719* NAVD 88     -        80.301  (meters)     263.45   (feet)  ADJUSTED  
 FE1719  ___________________________________________________________________
 FE1719  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1719  DYNAMIC HT  -          80.234 (meters)     263.23  (feet)  COMP
 FE1719  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1719
 FE1719  VERT ORDER  -  FIRST     CLASS I
 FE1719
 FE1719.The horizontal coordinates were scaled from a topographic map and have
 FE1719.an estimated accuracy of +/- 6 seconds.
 FE1719
 FE1719.The orthometric height was determined by differential leveling
 FE1719.and adjusted by the National Geodetic Survey in June 1991..
 FE1719
 FE1719.The geoid height was determined by GEOID03.
 FE1719
 FE1719.The dynamic height is computed by dividing the NAVD 88
 FE1719.geopotential number by the normal gravity value computed on the
 FE1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1719.degrees latitude (g = 980.6199 gals.).
 FE1719
 FE1719.The modeled gravity was interpolated from observed gravity values.
 FE1719
 FE1719;                    North         East    Units  Estimated Accuracy
 FE1719;SPC TN       -   151,800.      274,840.      MT  (+/- 180 meters Scaled)
 FE1719
 FE1719                          SUPERSEDED SURVEY CONTROL
 FE1719
 FE1719  NGVD 29 (??/??/??)   80.265  (m)          263.34   (f) ADJUSTED    1 1
 FE1719
 FE1719.Superseded values are not recommended for survey control.
 FE1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1719.See file dsdata.txt to determine how the superseded data were derived.
 FE1719
 FE1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE653479(NAD 83)
 FE1719_MARKER: DB = BENCH MARK DISK
 FE1719_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1719+WITH SETTING: INTO GROUND
 FE1719_STAMPING: X 262 1974
 FE1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1719+STABILITY: SURFACE MOTION
 FE1719
 FE1719  HISTORY     - Date     Condition        Report By
 FE1719  HISTORY     - 1974     MONUMENTED       NGS
 FE1719  HISTORY     - 20020808 POOR             USACE
 FE1719
 FE1719                          STATION DESCRIPTION
 FE1719
 FE1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1719'2 MI SW FROM HENNING.
 FE1719'ABOUT 2 MILES SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1719'CITY HALL AT HENNING, 0.25 MILE NORTHEAST OF MILEPOST 346,
 FE1719'129 1/2 FEET NORTH OF THE CENTER OF CROSSING WITH THE NORTHWEST
 FE1719'TRACK AND AN ASPHALT ROAD, 33.7 FEET NORTHWEST OF THE NORTHWEST
 FE1719'RAIL OF THE NORTHWEST TRACK, 117 FEET NORTHEAST OF THE CENTER
 FE1719'LINE OF AN ASPHALT ROAD, 2.8 FEET NORTHEAST OF A TELEPHONE POLE,
 FE1719'IN LINE WITH A ROW OF POLES, 0.8 FOOT SOUTHWEST OF A METAL
 FE1719'WITNESS POST, 7 FEET BELOW LEVEL OF RAILS AND ON THE TOP OF A
 FE1719'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 FE1719'PLATE.  THE DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A
 FE1719'4-INCH PLASTIC PIPE THAT PROJECTS 1-INCH.
 FE1719
 FE1719                          STATION RECOVERY (2002)
 FE1719
 FE1719'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1719'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1103 ***********************************************************************
 GD1103  DESIGNATION -  X 264
 GD1103  PID         -  GD1103
 GD1103  STATE/COUNTY-  TN/DYER
 GD1103  USGS QUAD   -  DYERSBURG (1983)
 GD1103
 GD1103                         *CURRENT SURVEY CONTROL
 GD1103  ___________________________________________________________________
 GD1103* NAD 83(1986)-  36 07 19.     (N)    089 26 20.     (W)     SCALED    
 GD1103* NAVD 88     -       146.455  (meters)     480.49   (feet)  ADJUSTED  
 GD1103  ___________________________________________________________________
 GD1103  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1103  DYNAMIC HT  -         146.332 (meters)     480.09  (feet)  COMP
 GD1103  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 GD1103
 GD1103  VERT ORDER  -  FIRST     CLASS I
 GD1103
 GD1103.The horizontal coordinates were scaled from a topographic map and have
 GD1103.an estimated accuracy of +/- 6 seconds.
 GD1103
 GD1103.The orthometric height was determined by differential leveling
 GD1103.and adjusted by the National Geodetic Survey in June 1991..
 GD1103
 GD1103.The geoid height was determined by GEOID03.
 GD1103
 GD1103.The dynamic height is computed by dividing the NAVD 88
 GD1103.geopotential number by the normal gravity value computed on the
 GD1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1103.degrees latitude (g = 980.6199 gals.).
 GD1103
 GD1103.The modeled gravity was interpolated from observed gravity values.
 GD1103
 GD1103;                    North         East    Units  Estimated Accuracy
 GD1103;SPC TN       -   203,880.      290,490.      MT  (+/- 180 meters Scaled)
 GD1103
 GD1103                          SUPERSEDED SURVEY CONTROL
 GD1103
 GD1103  NGVD 29 (??/??/??)  146.381  (m)          480.25   (f) ADJUSTED    1 1
 GD1103
 GD1103.Superseded values are not recommended for survey control.
 GD1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1103.See file dsdata.txt to determine how the superseded data were derived.
 GD1103
 GD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF805002(NAD 83)
 GD1103_MARKER: DB = BENCH MARK DISK
 GD1103_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1103_SP_SET: 48 FEET
 GD1103_STAMPING: X 264 1974
 GD1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1103+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1103
 GD1103  HISTORY     - Date     Condition        Report By
 GD1103  HISTORY     - 1974     MONUMENTED       NGS
 GD1103  HISTORY     - 20020730 GOOD             USACE
 GD1103
 GD1103                          STATION DESCRIPTION
 GD1103
 GD1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1103'5.10 MI NW FROM DYERSBURG.
 GD1103'ABOUT 5.10 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1103'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE NORTH LAWN OF
 GD1103'THE PROPERTY OF MR. R.W. ROLLINS, 197 FEET EAST OF THE CENTER LINE OF
 GD1103'STATE HIGHWAY 78, 58.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOME
 GD1103'OF MR. ROLLINS, 8.6 FEET SOUTH OF AN EAST AND WEST FENCE LINE, 33 FEET
 GD1103'EAST-NORTHEAST OF THE CENTER OF THE NORTH DRIVEWAY OF HOME, 3 FEET
 GD1103'ABOVE HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT BELOW
 GD1103'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE
 GD1103'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 GD1103
 GD1103                          STATION RECOVERY (2002)
 GD1103
 GD1103'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1356 ***********************************************************************
 GC1356  DESIGNATION -  X 27 RESET
 GC1356  PID         -  GC1356
 GC1356  STATE/COUNTY-  TN/DICKSON
 GC1356  USGS QUAD   -  DICKSON (1986)
 GC1356
 GC1356                         *CURRENT SURVEY CONTROL
 GC1356  ___________________________________________________________________
 GC1356* NAD 83(1986)-  36 04 31.     (N)    087 23 19.     (W)     SCALED    
 GC1356* NAVD 88     -       245.879  (meters)     806.69   (feet)  ADJUSTED  
 GC1356  ___________________________________________________________________
 GC1356  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1356  DYNAMIC HT  -         245.663 (meters)     805.98  (feet)  COMP
 GC1356  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GC1356
 GC1356  VERT ORDER  -  FIRST     CLASS II
 GC1356
 GC1356.The horizontal coordinates were scaled from a topographic map and have
 GC1356.an estimated accuracy of +/- 6 seconds.
 GC1356
 GC1356.The orthometric height was determined by differential leveling
 GC1356.and adjusted by the National Geodetic Survey in June 1991..
 GC1356
 GC1356.The geoid height was determined by GEOID03.
 GC1356
 GC1356.The dynamic height is computed by dividing the NAVD 88
 GC1356.geopotential number by the normal gravity value computed on the
 GC1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1356.degrees latitude (g = 980.6199 gals.).
 GC1356
 GC1356.The modeled gravity was interpolated from observed gravity values.
 GC1356
 GC1356;                    North         East    Units  Estimated Accuracy
 GC1356;SPC TN       -   194,160.      474,930.      MT  (+/- 180 meters Scaled)
 GC1356
 GC1356                          SUPERSEDED SURVEY CONTROL
 GC1356
 GC1356  NGVD 29 (??/??/92)  245.874  (m)          806.67   (f) ADJ UNCH    1 2
 GC1356
 GC1356.Superseded values are not recommended for survey control.
 GC1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1356.See file dsdata.txt to determine how the superseded data were derived.
 GC1356
 GC1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650923(NAD 83)
 GC1356_MARKER: DB = BENCH MARK DISK
 GC1356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1356_SP_SET: BUILDING
 GC1356_STAMPING: 806.957 X 27 1934 RESET 1948
 GC1356_MARK LOGO: CGS   
 GC1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1356
 GC1356  HISTORY     - Date     Condition        Report By
 GC1356  HISTORY     - 1948     MONUMENTED       CGS
 GC1356
 GC1356                          STATION DESCRIPTION
 GC1356
 GC1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1356'AT DICKSON.
 GC1356'AT DICKSON, SET VERTICALLY IN THE SOUTHWEST FACE AT THE WEST
 GC1356'CORNER OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 GC1356'STATION, 2.5 FEET SOUTHEAST OF THE CORNER AND 3.5 FEET ABOVE
 GC1356'THE CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1613 ***********************************************************************
 FC1613  DESIGNATION -  X 292
 FC1613  PID         -  FC1613
 FC1613  STATE/COUNTY-  TN/BLOUNT
 FC1613  USGS QUAD   -  BINFIELD (1990)
 FC1613
 FC1613                         *CURRENT SURVEY CONTROL
 FC1613  ___________________________________________________________________
 FC1613* NAD 83(1986)-  35 42 22.     (N)    084 01 59.     (W)     SCALED    
 FC1613* NAVD 88     -       295.822  (meters)     970.54   (feet)  ADJUSTED  
 FC1613  ___________________________________________________________________
 FC1613  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1613  DYNAMIC HT  -         295.541 (meters)     969.62  (feet)  COMP
 FC1613  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC1613
 FC1613  VERT ORDER  -  FIRST     CLASS II
 FC1613
 FC1613.The horizontal coordinates were scaled from a topographic map and have
 FC1613.an estimated accuracy of +/- 6 seconds.
 FC1613
 FC1613.The orthometric height was determined by differential leveling
 FC1613.and adjusted by the National Geodetic Survey in June 1991..
 FC1613
 FC1613.The geoid height was determined by GEOID03.
 FC1613
 FC1613.The dynamic height is computed by dividing the NAVD 88
 FC1613.geopotential number by the normal gravity value computed on the
 FC1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1613.degrees latitude (g = 980.6199 gals.).
 FC1613
 FC1613.The modeled gravity was interpolated from observed gravity values.
 FC1613
 FC1613;                    North         East    Units  Estimated Accuracy
 FC1613;SPC TN       -   154,100.      777,980.      MT  (+/- 180 meters Scaled)
 FC1613
 FC1613                          SUPERSEDED SURVEY CONTROL
 FC1613
 FC1613  NGVD 29 (12/12/91)  295.939  (m)          970.93   (f) ADJUSTED    1 2
 FC1613
 FC1613.Superseded values are not recommended for survey control.
 FC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1613.See file dsdata.txt to determine how the superseded data were derived.
 FC1613
 FC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE684554(NAD 83)
 FC1613_MARKER: I = METAL ROD
 FC1613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1613+WITH SETTING: INFORMATION.
 FC1613_SP_SET: SHALLOW SET METAL ROD
 FC1613_STAMPING: X 292 1983
 FC1613_MARK LOGO: NGS   
 FC1613_PROJECTION: FLUSH
 FC1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1613_ROD/PIPE-DEPTH: 2.7  meters
 FC1613
 FC1613  HISTORY     - Date     Condition        Report By
 FC1613  HISTORY     - 1983     MONUMENTED       NGS
 FC1613
 FC1613                          STATION DESCRIPTION
 FC1613
 FC1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1613'7.6 KM (4.7 MI) SW FROM MARYVILLE.
 FC1613'7.6 KM (4.7 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 441 FROM THE
 FC1613'CITY HALL IN MARYVILLE TO THE MARK ON THE RIGHT, ON THE NORTHWEST SIDE
 FC1613'OF A UTILITY POLE, 8.23 METERS (27.0 FT) NORTHWEST OF THE CENTERLINE
 FC1613'OF THE HIGHWAYS, 3.02 METERS (9.9 FT) SOUTHEAST OF A BARBED WIRE
 FC1613'FENCE, 0.46 METER (1.5 FT) NORTHWEST OF THE UTILITY POLE.
 FC1613'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD AND IT WAS DRIVEN TO
 FC1613'REFUSAL AND ANCHORED AT 2.7 METERS.
 FC1613'THE MARK IS 3.29 METERS  SE FROM A WITNESS POST.
 FC1613'THE MARK IS 0.12 M BELOW HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1635 ***********************************************************************
 FC1635  DESIGNATION -  X 293
 FC1635  PID         -  FC1635
 FC1635  STATE/COUNTY-  TN/HAMILTON
 FC1635  USGS QUAD   -  CHATTANOOGA (1976)
 FC1635
 FC1635                         *CURRENT SURVEY CONTROL
 FC1635  ___________________________________________________________________
 FC1635* NAD 83(1986)-  35 00 57.     (N)    085 16 27.     (W)     SCALED    
 FC1635* NAVD 88     -       209.702  (meters)     688.00   (feet)  ADJUSTED  
 FC1635  ___________________________________________________________________
 FC1635  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1635  DYNAMIC HT  -         209.495 (meters)     687.32  (feet)  COMP
 FC1635  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 FC1635
 FC1635  VERT ORDER  -  FIRST     CLASS II
 FC1635
 FC1635.The horizontal coordinates were scaled from a topographic map and have
 FC1635.an estimated accuracy of +/- 6 seconds.
 FC1635
 FC1635.The orthometric height was determined by differential leveling
 FC1635.and adjusted by the National Geodetic Survey in June 1991..
 FC1635
 FC1635.The geoid height was determined by GEOID03.
 FC1635
 FC1635.The dynamic height is computed by dividing the NAVD 88
 FC1635.geopotential number by the normal gravity value computed on the
 FC1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1635.degrees latitude (g = 980.6199 gals.).
 FC1635
 FC1635.The modeled gravity was interpolated from observed gravity values.
 FC1635
 FC1635;                    North         East    Units  Estimated Accuracy
 FC1635;SPC TN       -    75,970.      666,250.      MT  (+/- 180 meters Scaled)
 FC1635
 FC1635                          SUPERSEDED SURVEY CONTROL
 FC1635
 FC1635.No superseded survey control is available for this station.
 FC1635
 FC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD574761(NAD 83)
 FC1635_MARKER: I = METAL ROD
 FC1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1635_SP_SET: STAINLESS STEEL ROD
 FC1635_STAMPING: X 293 1983
 FC1635_MARK LOGO: NGS   
 FC1635_PROJECTION: RECESSED 5 CENTIMETERS
 FC1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1635_ROD/PIPE-DEPTH: 5.5  meters
 FC1635
 FC1635  HISTORY     - Date     Condition        Report By
 FC1635  HISTORY     - 1983     MONUMENTED       NGS
 FC1635  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FC1635
 FC1635                          STATION DESCRIPTION
 FC1635
 FC1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1635'IN CHATTANOOGA.
 FC1635'IN CHATTANOOGA, 0.1 KM (0.05 MI) NORTHWEST ALONG EAST 23RD STREET
 FC1635'FROM THE INTERSECTION OF 23RD STREET AND DODDS AVENUE IN THE SOUTH
 FC1635'CENTRAL PART OF CHATTANOOGA, 6.06 METERS (19.9 FT) NORTH-NORTHEAST OF
 FC1635'THE CENTERLINE OF EAST 23RD STREET (WESTBOUND), 57.80 METERS
 FC1635'(189.6 FT) EAST-SOUTHEAST OF THE EAST RAIL OF RAILROAD TRACKS,
 FC1635'54.25 METERS (178.0 FT) EAST-SOUTHEAST OF THE CENTER OF A PAVED ROAD
 FC1635'(BUCKLEY STREET) LEADING NORTH, 30.51 METERS (100.1 FT) WEST OF THE
 FC1635'SOUTHWEST CORNER OF A GARAGE IN A DESERTED GAS STATION (SLOPE
 FC1635'DISTANCE), 8.23 METERS (27.0 FT) NORTHWEST OF THE CENTER OF A PAVED
 FC1635'ROAD (RANDOLPH STREET) LEADING NORTH, AND 0.70 METERS (2.3 FT)
 FC1635'NORTH-NORTHEAST OF HIGH TENSION POWERLINE POLE NUMBER 06654 WITH
 FC1635'TRANSFORMER.
 FC1635'THE MARK IS 2.0 METERS  SSW FROM A WITNESS POST.
 FC1635'THE MARK IS ABOVE LEVEL WITH STREET.
 FC1635
 FC1635                          STATION RECOVERY (1990)
 FC1635
 FC1635'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1634 ***********************************************************************
 FC1634  DESIGNATION -  X 294
 FC1634  PID         -  FC1634
 FC1634  STATE/COUNTY-  TN/HAMILTON
 FC1634  USGS QUAD   -  CHATTANOOGA (1976)
 FC1634
 FC1634                         *CURRENT SURVEY CONTROL
 FC1634  ___________________________________________________________________
 FC1634* NAD 83(1986)-  35 01 57.     (N)    085 17 53.     (W)     SCALED    
 FC1634* NAVD 88     -       201.672  (meters)     661.65   (feet)  ADJUSTED  
 FC1634  ___________________________________________________________________
 FC1634  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1634  DYNAMIC HT  -         201.472 (meters)     661.00  (feet)  COMP
 FC1634  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FC1634
 FC1634  VERT ORDER  -  FIRST     CLASS II
 FC1634
 FC1634.The horizontal coordinates were scaled from a topographic map and have
 FC1634.an estimated accuracy of +/- 6 seconds.
 FC1634
 FC1634.The orthometric height was determined by differential leveling
 FC1634.and adjusted by the National Geodetic Survey in June 1991..
 FC1634
 FC1634.The geoid height was determined by GEOID03.
 FC1634
 FC1634.The dynamic height is computed by dividing the NAVD 88
 FC1634.geopotential number by the normal gravity value computed on the
 FC1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1634.degrees latitude (g = 980.6199 gals.).
 FC1634
 FC1634.The modeled gravity was interpolated from observed gravity values.
 FC1634
 FC1634;                    North         East    Units  Estimated Accuracy
 FC1634;SPC TN       -    77,800.      664,060.      MT  (+/- 180 meters Scaled)
 FC1634
 FC1634                          SUPERSEDED SURVEY CONTROL
 FC1634
 FC1634.No superseded survey control is available for this station.
 FC1634
 FC1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD552779(NAD 83)
 FC1634_MARKER: DB = BENCH MARK DISK
 FC1634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1634_SP_SET: PIER
 FC1634_STAMPING: X 294 1983
 FC1634_MARK LOGO: NGS   
 FC1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1634
 FC1634  HISTORY     - Date     Condition        Report By
 FC1634  HISTORY     - 1983     MONUMENTED       NGS
 FC1634  HISTORY     - 19980117 GOOD             USPSQD
 FC1634
 FC1634                          STATION DESCRIPTION
 FC1634
 FC1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1634'IN CHATTANOOGA.
 FC1634'IN CHATTANOOGA, 0.2 KM (0.1 MI) NORTHWEST ALONG MAIN STREET FROM THE
 FC1634'JUNCTION OF EAST MAIN STREET AND CENTRAL AVENUE, SET VERTICALLY IN THE
 FC1634'SOUTHEAST FACE OF THE MASSIVE MIDDLE CONCRETE PIER OF THE RAILROAD
 FC1634'OVERPASS OVER MAIN STREET, 6.24 METERS (20.5 FT) SOUTHWEST OF THE
 FC1634'CENTERLINE OF MAIN STREET (WESTBOUND), AND 14.63 METERS (48.0 FT)
 FC1634'NORTH OF A POWERLINE POLE.
 FC1634'THE MARK IS 1.3 M ABOVE WALKWAY.
 FC1634
 FC1634                          STATION RECOVERY (1998)
 FC1634
 FC1634'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2379 ***********************************************************************
 FB2379  DESIGNATION -  X 295
 FB2379  PID         -  FB2379
 FB2379  STATE/COUNTY-  TN/BLOUNT
 FB2379  USGS QUAD   -  TAPOCO (1978)
 FB2379
 FB2379                         *CURRENT SURVEY CONTROL
 FB2379  ___________________________________________________________________
 FB2379* NAD 83(1986)-  35 29 57.     (N)    083 56 03.     (W)     SCALED    
 FB2379* NAVD 88     -       415.669  (meters)    1363.74   (feet)  ADJUSTED  
 FB2379  ___________________________________________________________________
 FB2379  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FB2379  DYNAMIC HT  -         415.262 (meters)    1362.41  (feet)  COMP
 FB2379  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 FB2379
 FB2379  VERT ORDER  -  FIRST     CLASS II
 FB2379
 FB2379.The horizontal coordinates were scaled from a topographic map and have
 FB2379.an estimated accuracy of +/- 6 seconds.
 FB2379
 FB2379.The orthometric height was determined by differential leveling
 FB2379.and adjusted by the National Geodetic Survey in June 1991..
 FB2379
 FB2379.The geoid height was determined by GEOID03.
 FB2379
 FB2379.The dynamic height is computed by dividing the NAVD 88
 FB2379.geopotential number by the normal gravity value computed on the
 FB2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2379.degrees latitude (g = 980.6199 gals.).
 FB2379
 FB2379.The modeled gravity was interpolated from observed gravity values.
 FB2379
 FB2379;                    North         East    Units  Estimated Accuracy
 FB2379;SPC TN       -   131,330.      787,410.      MT  (+/- 180 meters Scaled)
 FB2379
 FB2379                          SUPERSEDED SURVEY CONTROL
 FB2379
 FB2379  NGVD 29 (12/12/91)  415.774  (m)         1364.09   (f) ADJUSTED    1 2
 FB2379
 FB2379.Superseded values are not recommended for survey control.
 FB2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2379.See file dsdata.txt to determine how the superseded data were derived.
 FB2379
 FB2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV338323(NAD 83)
 FB2379_MARKER: DB = BENCH MARK DISK
 FB2379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2379_SP_SET: HEADWALL OF CULVERT
 FB2379_STAMPING: X 295 1983
 FB2379_MARK LOGO: NGS   
 FB2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2379+STABILITY: SURFACE MOTION
 FB2379
 FB2379  HISTORY     - Date     Condition        Report By
 FB2379  HISTORY     - 1983     MONUMENTED       NGS
 FB2379
 FB2379                          STATION DESCRIPTION
 FB2379
 FB2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2379'7.6 KM (4.7 MI) NW FROM DEALS GAP NC.
 FB2379'7.6 KM (4.7 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF
 FB2379'STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON THE LEFT, IN TOP OF
 FB2379'THE SOUTHWEST END OF A MASSIVE HEADWALL FOR AND ARCH CULVERT OVER
 FB2379'PARSON BRANCH, 6.70 METERS (22.0 FT) SOUTHWEST OF THE CENTERLINE OF
 FB2379'THE HIGHWAY, 0.28 METER (0.9 FT) NORTHEAST OF SOUTHWEST END OF
 FB2379'HEADWALL.
 FB2379'THE MARK IS 0.20 METERS  SW FROM A WITNESS POST.
 FB2379'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2135 ***********************************************************************
 FE2135  DESIGNATION -  X 297
 FE2135  PID         -  FE2135
 FE2135  STATE/COUNTY-  TN/HARDEMAN
 FE2135  USGS QUAD   -  POCAHONTAS (1950)
 FE2135
 FE2135                         *CURRENT SURVEY CONTROL
 FE2135  ___________________________________________________________________
 FE2135* NAD 83(1986)-  35 02 50.     (N)    088 48 56.     (W)     SCALED    
 FE2135* NAVD 88     -       132.548  (meters)     434.87   (feet)  ADJUSTED  
 FE2135  ___________________________________________________________________
 FE2135  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2135  DYNAMIC HT  -         132.421 (meters)     434.45  (feet)  COMP
 FE2135  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FE2135
 FE2135  VERT ORDER  -  FIRST     CLASS II
 FE2135
 FE2135.The horizontal coordinates were scaled from a topographic map and have
 FE2135.an estimated accuracy of +/- 6 seconds.
 FE2135
 FE2135.The orthometric height was determined by differential leveling
 FE2135.and adjusted by the National Geodetic Survey in June 1991..
 FE2135
 FE2135.The geoid height was determined by GEOID03.
 FE2135
 FE2135.The dynamic height is computed by dividing the NAVD 88
 FE2135.geopotential number by the normal gravity value computed on the
 FE2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2135.degrees latitude (g = 980.6199 gals.).
 FE2135
 FE2135.The modeled gravity was interpolated from observed gravity values.
 FE2135
 FE2135;                    North         East    Units  Estimated Accuracy
 FE2135;SPC TN       -    82,900.      343,150.      MT  (+/- 180 meters Scaled)
 FE2135
 FE2135                          SUPERSEDED SURVEY CONTROL
 FE2135
 FE2135.No superseded survey control is available for this station.
 FE2135
 FE2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD344797(NAD 83)
 FE2135_MARKER: I = METAL ROD
 FE2135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2135_SP_SET: STAINLESS STEEL ROD
 FE2135_STAMPING: X 297 1983
 FE2135_MARK LOGO: NGS   
 FE2135_PROJECTION: FLUSH
 FE2135_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2135+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2135_ROD/PIPE-DEPTH: 9.75 meters
 FE2135
 FE2135  HISTORY     - Date     Condition        Report By
 FE2135  HISTORY     - 1983     MONUMENTED       NGS
 FE2135  HISTORY     - 19970430 GOOD             USE
 FE2135  HISTORY     - 20020919 GOOD             USACE
 FE2135
 FE2135                          STATION DESCRIPTION
 FE2135
 FE2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2135'0.5 KM (0.3 MI) WEST FROM POCAHONTAS.
 FE2135'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2135'POCAHONTAS, TO THE MARK ON THE LEFT, 11.76 METERS (38.6 FT) SOUTH OF
 FE2135'THE CENTERLINE OF THE HIGHWAY, 31.09 METERS (102.0 FT) WEST OF THE
 FE2135'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A SMALL WOODEN HOUSE,
 FE2135'19.57 METERS (64.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 FE2135'WOODEN HOUSE, 0.76 METER (2.5 FT) SOUTHEAST OF A TELEPHONE JUNCTION
 FE2135'BOX NUMBER 59, AND 0.73 METER (2.4 FT) SOUTH OF POWERLINE POLE
 FE2135'NUMBER 59.
 FE2135'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2135'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FE2135
 FE2135                          STATION RECOVERY (1997)
 FE2135
 FE2135'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2135'FOUND IN GOOD CONDITION.  ALL REFERENCES STILL EXIST.
 FE2135
 FE2135                          STATION RECOVERY (2002)
 FE2135
 FE2135'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2161 ***********************************************************************
 FE2161  DESIGNATION -  X 298
 FE2161  PID         -  FE2161
 FE2161  STATE/COUNTY-  TN/FAYETTE
 FE2161  USGS QUAD   -  MOSCOW SE (1983)
 FE2161
 FE2161                         *CURRENT SURVEY CONTROL
 FE2161  ___________________________________________________________________
 FE2161* NAD 83(1986)-  35 03 18.     (N)    089 16 36.     (W)     SCALED    
 FE2161* NAVD 88     -       158.528  (meters)     520.10   (feet)  ADJUSTED  
 FE2161  ___________________________________________________________________
 FE2161  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2161  DYNAMIC HT  -         158.379 (meters)     519.62  (feet)  COMP
 FE2161  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FE2161
 FE2161  VERT ORDER  -  FIRST     CLASS II
 FE2161
 FE2161.The horizontal coordinates were scaled from a topographic map and have
 FE2161.an estimated accuracy of +/- 6 seconds.
 FE2161
 FE2161.The orthometric height was determined by differential leveling
 FE2161.and adjusted by the National Geodetic Survey in June 1991..
 FE2161
 FE2161.The geoid height was determined by GEOID03.
 FE2161
 FE2161.The dynamic height is computed by dividing the NAVD 88
 FE2161.geopotential number by the normal gravity value computed on the
 FE2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2161.degrees latitude (g = 980.6199 gals.).
 FE2161
 FE2161.The modeled gravity was interpolated from observed gravity values.
 FE2161
 FE2161;                    North         East    Units  Estimated Accuracy
 FE2161;SPC TN       -    85,070.      301,120.      MT  (+/- 180 meters Scaled)
 FE2161
 FE2161                          SUPERSEDED SURVEY CONTROL
 FE2161
 FE2161.No superseded survey control is available for this station.
 FE2161
 FE2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD923815(NAD 83)
 FE2161_MARKER: I = METAL ROD
 FE2161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2161_SP_SET: STAINLESS STEEL ROD
 FE2161_STAMPING: X 298 1983
 FE2161_MARK LOGO: NGS   
 FE2161_PROJECTION: FLUSH
 FE2161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2161+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2161_ROD/PIPE-DEPTH: 9.75 meters
 FE2161
 FE2161  HISTORY     - Date     Condition        Report By
 FE2161  HISTORY     - 1983     MONUMENTED       NGS
 FE2161  HISTORY     - 20020924 GOOD             USACE
 FE2161  HISTORY     - 20060506 GOOD             GEOCAC
 FE2161
 FE2161                          STATION DESCRIPTION
 FE2161
 FE2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2161'3.4 KM (2.1 MI) WEST FROM LA GRANGE.
 FE2161'0.1 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN LA
 FE2161'GRANGE TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 3.3 KM (2.05 MI)
 FE2161'WEST ALONG STATE HIGHWAY 57 TO THE MARK ON THE LEFT, 15.06 METERS
 FE2161'(49.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.04 METERS
 FE2161'(19.8 FT) EAST OF THE APPROXIMATE CENTER OF AN ENTRANCE DRIVE TO A
 FE2161'FIELD, 2.10 METERS (6.9 FT) WEST-SOUTHWEST OF A POWERLINE POLE,
 FE2161'1.62 METERS (5.3 FT) EAST OF A GATEPOST, AND 0.37 METER (1.2 FT)
 FE2161'NORTH OF A BARBWIRE FENCE LINE.
 FE2161'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2161'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2161
 FE2161                          STATION RECOVERY (2002)
 FE2161
 FE2161'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2161'POWERPOLE HAS BEEN MOVED. MARK IS NOW 5.2 FT SSE OF POWERPOLE NUMBER
 FE2161'98.
 FE2161
 FE2161                          STATION RECOVERY (2006)
 FE2161
 FE2161'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2161'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2192 ***********************************************************************
 FE2192  DESIGNATION -  X 299
 FE2192  PID         -  FE2192
 FE2192  STATE/COUNTY-  TN/SHELBY
 FE2192  USGS QUAD   -  GERMANTOWN (1997)
 FE2192
 FE2192                         *CURRENT SURVEY CONTROL
 FE2192  ___________________________________________________________________
 FE2192* NAD 83(1986)-  35 05 38.     (N)    089 49 45.     (W)     SCALED    
 FE2192* NAVD 88     -       100.519  (meters)     329.79   (feet)  ADJUSTED  
 FE2192  ___________________________________________________________________
 FE2192  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2192  DYNAMIC HT  -         100.427 (meters)     329.48  (feet)  COMP
 FE2192  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 FE2192
 FE2192  VERT ORDER  -  FIRST     CLASS II
 FE2192
 FE2192.The horizontal coordinates were scaled from a topographic map and have
 FE2192.an estimated accuracy of +/- 6 seconds.
 FE2192
 FE2192.The orthometric height was determined by differential leveling
 FE2192.and adjusted by the National Geodetic Survey in June 1991..
 FE2192
 FE2192.The geoid height was determined by GEOID03.
 FE2192
 FE2192.The dynamic height is computed by dividing the NAVD 88
 FE2192.geopotential number by the normal gravity value computed on the
 FE2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2192.degrees latitude (g = 980.6199 gals.).
 FE2192
 FE2192.The modeled gravity was interpolated from observed gravity values.
 FE2192
 FE2192;                    North         East    Units  Estimated Accuracy
 FE2192;SPC TN       -    91,220.      250,920.      MT  (+/- 180 meters Scaled)
 FE2192
 FE2192                          SUPERSEDED SURVEY CONTROL
 FE2192
 FE2192.No superseded survey control is available for this station.
 FE2192
 FE2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD420871(NAD 83)
 FE2192_MARKER: I = METAL ROD
 FE2192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2192_SP_SET: STAINLESS STEEL ROD
 FE2192_STAMPING: X 299 1983
 FE2192_MARK LOGO: NGS   
 FE2192_PROJECTION: FLUSH
 FE2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2192_ROD/PIPE-DEPTH: 9.75 meters
 FE2192
 FE2192  HISTORY     - Date     Condition        Report By
 FE2192  HISTORY     - 1983     MONUMENTED       NGS
 FE2192  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE2192
 FE2192                          STATION DESCRIPTION
 FE2192
 FE2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2192'3.4 KM (2.1 MI) WEST FROM GERMANTOWN.
 FE2192'0.3 KM (0.2 MI) WEST ALONG FARMINGTON STREET FROM THE POST OFFICE IN
 FE2192'GERMANTOWN TO THE JUNCTION OF GERMANTOWN ROAD, THENCE 1.0 KM (0.65 MI)
 FE2192'SOUTH ALONG GERMANTOWN ROAD TO THE JUNCTION OF POPLAR PIKE ROAD,
 FE2192'THENCE 2.0 KM (1.25 MI) WEST ALONG POPLAR PIKE ROAD TO THE
 FE2192'GERMANTOWN-MEMPHIS CITY LIMITS SIGN AND THE MARK ON THE LEFT,
 FE2192'9.72 METERS (31.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 FE2192'47.55 METERS (156.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A ONE
 FE2192'LEVEL HOUSE, 6.61 METERS (21.7 FT) SOUTHEAST OF A CULVERT UNDER POPLAR
 FE2192'PIKE ROAD, 5.00 METERS (16.4 FT) SOUTH-SOUTHWEST OF THE NORTHWEST
 FE2192'CORNER OF A CONCRETE BOX SUPPORTING THE GERMANTOWN CITY LIMITS SIGN,
 FE2192'AND 0.91 METER (3.0 FT) WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 FE2192'BOX SUPPORTING THE GERMANTOWN CITY LIMITS SIGN.
 FE2192'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2192'THE MARK IS 1.22 M BELOW ROAD.
 FE2192
 FE2192                          STATION RECOVERY (2002)
 FE2192
 FE2192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2192'HWY CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2833 ***********************************************************************
 FE2833  DESIGNATION -  X 299 RESET
 FE2833  PID         -  FE2833
 FE2833  STATE/COUNTY-  TN/SHELBY
 FE2833  USGS QUAD   -  GERMANTOWN (1997)
 FE2833
 FE2833                         *CURRENT SURVEY CONTROL
 FE2833  ___________________________________________________________________
 FE2833* NAD 83(1986)-  35 05 38.     (N)    089 49 45.     (W)     SCALED    
 FE2833* NAVD 88     -       101.88   (meters)     334.3    (feet)  RESET     
 FE2833  ___________________________________________________________________
 FE2833  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2833
 FE2833  VERT ORDER  -  THIRD
 FE2833
 FE2833.The horizontal coordinates were scaled from a topographic map and have
 FE2833.an estimated accuracy of +/- 6 seconds.
 FE2833
 FE2833.The orthometric height was computed from unverified reset data.
 FE2833.No vertical observational check was made to the station.
 FE2833
 FE2833.The geoid height was determined by GEOID03.
 FE2833
 FE2833;                    North         East    Units  Estimated Accuracy
 FE2833;SPC TN       -    91,220.      250,920.      MT  (+/- 180 meters Scaled)
 FE2833
 FE2833                          SUPERSEDED SURVEY CONTROL
 FE2833
 FE2833.No superseded survey control is available for this station.
 FE2833
 FE2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD420871(NAD 83)
 FE2833_MARKER: DB = BENCH MARK DISK
 FE2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2833_SP_SET: CONCRETE POST
 FE2833_STAMPING: X 299 RESET 1984
 FE2833_MARK LOGO: NGS   
 FE2833_PROJECTION: PROJECTING 15 CENTIMETERS
 FE2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2833+STABILITY: SURFACE MOTION
 FE2833
 FE2833  HISTORY     - Date     Condition        Report By
 FE2833  HISTORY     - 1984     MONUMENTED       NGS
 FE2833
 FE2833                          STATION DESCRIPTION
 FE2833
 FE2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FE2833'IN GERMANTOWN.
 FE2833'0.7 KM (0.45 MI) SOUTH ON GERMANTOWN ROAD FROM THE JUNCTION WITH US
 FE2833'HIGHWAY 72 IN THE CITY OF GERMANTOWN TO POPLAR PIKE, THEN 1.9 KM
 FE2833'(1.20 MI) NORTHWEST ON POPLAR PIKE TO THE MARK ON THE RIGHT, 11.0 M
 FE2833'(36.1 FT) NORTH OF POPLAR PIKE (2 LANE), 13.7 M (44.9 FT) SOUTH OF THE
 FE2833'SOUTH RAIL OF THE TRACKS, 5.2 M (17.1 FT) WEST OF THE CENTERLINE OF A
 FE2833'DRIVEWAY, 0.9 M (3.0 FT) NORTHWEST OF A GAS LINE VENT PIPE AND ON
 FE2833'RAILROAD RIGHT OF WAY.
 FE2833'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 FE2833'THE MARK IS 2.1 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1080 ***********************************************************************
 FD1080  DESIGNATION -  X 30
 FD1080  PID         -  FD1080
 FD1080  STATE/COUNTY-  TN/PERRY
 FD1080  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1080
 FD1080                         *CURRENT SURVEY CONTROL
 FD1080  ___________________________________________________________________
 FD1080* NAD 83(1986)-  35 43 04.     (N)    087 48 14.     (W)     SCALED    
 FD1080* NAVD 88     -       151.283  (meters)     496.33   (feet)  ADJUSTED  
 FD1080  ___________________________________________________________________
 FD1080  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1080  DYNAMIC HT  -         151.150 (meters)     495.90  (feet)  COMP
 FD1080  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FD1080
 FD1080  VERT ORDER  -  SECOND    CLASS 0
 FD1080
 FD1080.The horizontal coordinates were scaled from a topographic map and have
 FD1080.an estimated accuracy of +/- 6 seconds.
 FD1080
 FD1080.The orthometric height was determined by differential leveling
 FD1080.and adjusted by the National Geodetic Survey in June 1991..
 FD1080
 FD1080.The geoid height was determined by GEOID03.
 FD1080
 FD1080.The dynamic height is computed by dividing the NAVD 88
 FD1080.geopotential number by the normal gravity value computed on the
 FD1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1080.degrees latitude (g = 980.6199 gals.).
 FD1080
 FD1080.The modeled gravity was interpolated from observed gravity values.
 FD1080
 FD1080;                    North         East    Units  Estimated Accuracy
 FD1080;SPC TN       -   155,110.      436,800.      MT  (+/- 180 meters Scaled)
 FD1080
 FD1080                          SUPERSEDED SURVEY CONTROL
 FD1080
 FD1080  NGVD 29 (??/??/92)  151.292  (m)          496.36   (f) ADJ UNCH    2 0
 FD1080
 FD1080.Superseded values are not recommended for survey control.
 FD1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1080.See file dsdata.txt to determine how the superseded data were derived.
 FD1080
 FD1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE272529(NAD 83)
 FD1080_MARKER: DB = BENCH MARK DISK
 FD1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1080_STAMPING: X 30 1934
 FD1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1080+STABILITY: SURFACE MOTION
 FD1080
 FD1080  HISTORY     - Date     Condition        Report By
 FD1080  HISTORY     - 1934     MONUMENTED       CGS
 FD1080  HISTORY     - 1949     GOOD             NGS
 FD1080  HISTORY     - 1974     GOOD             TVA
 FD1080
 FD1080                          STATION DESCRIPTION
 FD1080
 FD1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1080'0.4 MI N FROM BEARDSTOWN.
 FD1080'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL
 FD1080'AT BEARDSTOWN, ABOUT 0.2 MILE NORTHWEST OF A BRIDGE OVER A CREEK,
 FD1080'53 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 FD1080'NORTHEAST OF THE NORTHEAST EDGE OF THE PORCH TO AN UNPAINTED
 FD1080'HOUSE, 8.2 FEET NORTHWEST OF THE EAST CORNER OF THE HOUSE,
 FD1080'2 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FD1080'POST PROJECTING 4 INCHES.
 FD1080
 FD1080                          STATION RECOVERY (1974)
 FD1080
 FD1080'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2200 ***********************************************************************
 FE2200  CBN         -  This is a Cooperative Base Network Control Station.
 FE2200  DESIGNATION -  X 300
 FE2200  PID         -  FE2200
 FE2200  STATE/COUNTY-  TN/SHELBY
 FE2200  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2200
 FE2200                         *CURRENT SURVEY CONTROL
 FE2200  ___________________________________________________________________
 FE2200* NAD 83(1995)-  35 06 54.49324(N)    089 55 25.24442(W)     ADJUSTED  
 FE2200* NAVD 88     -        89.501  (meters)     293.64   (feet)  ADJUSTED  
 FE2200  ___________________________________________________________________
 FE2200  X           -       6,957.496 (meters)                     COMP
 FE2200  Y           -  -5,223,135.826 (meters)                     COMP
 FE2200  Z           -   3,648,358.621 (meters)                     COMP
 FE2200  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FE2200  ELLIP HEIGHT-          61.98  (meters)          (08/03/04) GPS OBS
 FE2200  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2200  DYNAMIC HT  -          89.419 (meters)     293.37  (feet)  COMP
 FE2200  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 FE2200
 FE2200  HORZ ORDER  -  A
 FE2200  VERT ORDER  -  FIRST     CLASS II
 FE2200  ELLP ORDER  -  FOURTH    CLASS I
 FE2200
 FE2200.The horizontal coordinates were established by GPS observations
 FE2200.and adjusted by the National Geodetic Survey in August 2004..
 FE2200
 FE2200.The orthometric height was determined by differential leveling
 FE2200.and adjusted by the National Geodetic Survey in June 1991..
 FE2200.WARNING-GPS observations at this control monument resulted in a GPS
 FE2200.derived orthometric height which differed from the leveled height by
 FE2200.more than one decimeter (0.1 meter).
 FE2200
 FE2200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2200
 FE2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2200
 FE2200.The ellipsoidal height was determined by GPS observations
 FE2200.and is referenced to NAD 83.
 FE2200
 FE2200.The geoid height was determined by GEOID03.
 FE2200
 FE2200.The dynamic height is computed by dividing the NAVD 88
 FE2200.geopotential number by the normal gravity value computed on the
 FE2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2200.degrees latitude (g = 980.6199 gals.).
 FE2200
 FE2200.The modeled gravity was interpolated from observed gravity values.
 FE2200
 FE2200;                    North         East     Units Scale Factor Converg.
 FE2200;SPC TN       -    93,911.390   242,403.299   MT  1.00002654   -2 17 49.5
 FE2200;SPC TN       -   308,107.62    795,284.82   sFT  1.00002654   -2 17 49.5
 FE2200;UTM  16      - 3,889,723.990   233,544.269   MT  1.00047510   -1 40 57.9
 FE2200;UTM  15      - 3,890,143.500   780,371.527   MT  1.00056891   +1 46 14.6
 FE2200
 FE2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2200!SPC TN       -   0.99999027  x   1.00002654  =   1.00001681
 FE2200!UTM  16      -   0.99999027  x   1.00047510  =   1.00046537
 FE2200!UTM  15      -   0.99999027  x   1.00056891  =   1.00055918
 FE2200
 FE2200                          SUPERSEDED SURVEY CONTROL
 FE2200
 FE2200  NAVD 88 (08/03/04)   89.50   (m)          293.6    (f) LEVELING    3  
 FE2200
 FE2200.Superseded values are not recommended for survey control.
 FE2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2200.See file dsdata.txt to determine how the superseded data were derived.
 FE2200
 FE2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3354489724(NAD 83)
 FE2200_MARKER: I = METAL ROD
 FE2200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2200_SP_SET: STAINLESS STEEL ROD
 FE2200_STAMPING: X 300 1983
 FE2200_MARK LOGO: NGS   
 FE2200_PROJECTION: FLUSH
 FE2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2200+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2200_ROD/PIPE-DEPTH: 8.92 meters
 FE2200
 FE2200  HISTORY     - Date     Condition        Report By
 FE2200  HISTORY     - 1983     MONUMENTED       NGS
 FE2200  HISTORY     - 20020708 GOOD             TN1620
 FE2200  HISTORY     - 20031010 GOOD             TNDT
 FE2200
 FE2200                          STATION DESCRIPTION
 FE2200
 FE2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2200'IN MEMPHIS.
 FE2200'IN MEMPHIS, 4.5 KM (2.8 MI) WEST ALONG PARK AVENUE FROM THE WHITE
 FE2200'STATION POST OFFICE TO THE JUNCTION OF CHERRY ROAD, THENCE 1.0 KM
 FE2200'(0.6 MI) NORTH ALONG CHERRY ROAD TO THE JUNCTION OF SOUTHERN ROAD,
 FE2200'THENCE 0.5 KM (0.3 MI) WEST ALONG SOUTHERN ROAD TO THE MARK ON THE
 FE2200'LEFT AT A TENNIS AND BASEBALL COMPLEX, 60.38 METERS (198.1 FT) SOUTH
 FE2200'OF THE CENTERLINE OF THE ROAD, 53.04 METERS (174.0 FT) NORTHWEST OF
 FE2200'THE NORTHWEST CORNER OF THE OFFICE BUILDING OF THE TENNIS COURTS,
 FE2200'46.79 METERS (153.5 FT) NORTHWEST OF A POWERLINE POLE WITH 2
 FE2200'TRANSFORMERS, 9.14 METERS (30.0 FT) SOUTHWEST OF A GUY WIRE ANCHOR FOR
 FE2200'A LIGHTPOLE FOR THE BASEBALL FIELD, 0.88 METER (2.9 FT) EAST OF A
 FE2200'LIGHTPOLE FOR THE BASEBALL DIAMOND, AND 0.30 METER (1.0 FT) NORTH OF
 FE2200'A CHAIN LINK FENCE AROUND THE BASEBALL FIELD.
 FE2200'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2200'THE MARK IS 0.61 M ABOVE ROAD.
 FE2200
 FE2200                          STATION RECOVERY (2002)
 FE2200
 FE2200'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (SB)
 FE2200'RECOVERED IN GOOD CONDITION.
 FE2200
 FE2200                          STATION RECOVERY (2003)
 FE2200
 FE2200'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2200'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1377 ***********************************************************************
 FD1377  DESIGNATION -  X 301
 FD1377  PID         -  FD1377
 FD1377  STATE/COUNTY-  TN/MAURY
 FD1377  USGS QUAD   -  SANDY HOOK (1985)
 FD1377
 FD1377                         *CURRENT SURVEY CONTROL
 FD1377  ___________________________________________________________________
 FD1377* NAD 83(1986)-  35 28 29.     (N)    087 14 55.     (W)     SCALED    
 FD1377* NAVD 88     -       215.330  (meters)     706.46   (feet)  ADJUSTED  
 FD1377  ___________________________________________________________________
 FD1377  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1377  DYNAMIC HT  -         215.131 (meters)     705.81  (feet)  COMP
 FD1377  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FD1377
 FD1377  VERT ORDER  -  FIRST     CLASS II
 FD1377
 FD1377.The horizontal coordinates were scaled from a topographic map and have
 FD1377.an estimated accuracy of +/- 6 seconds.
 FD1377
 FD1377.The orthometric height was determined by differential leveling
 FD1377.and adjusted by the National Geodetic Survey in June 1991..
 FD1377
 FD1377.The geoid height was determined by GEOID03.
 FD1377
 FD1377.The dynamic height is computed by dividing the NAVD 88
 FD1377.geopotential number by the normal gravity value computed on the
 FD1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1377.degrees latitude (g = 980.6199 gals.).
 FD1377
 FD1377.The modeled gravity was interpolated from observed gravity values.
 FD1377
 FD1377;                    North         East    Units  Estimated Accuracy
 FD1377;SPC TN       -   127,360.      486,690.      MT  (+/- 180 meters Scaled)
 FD1377
 FD1377                          SUPERSEDED SURVEY CONTROL
 FD1377
 FD1377.No superseded survey control is available for this station.
 FD1377
 FD1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE774257(NAD 83)
 FD1377_MARKER: DB = BENCH MARK DISK
 FD1377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1377_SP_SET: ABUTMENT
 FD1377_STAMPING: X 301 1984
 FD1377_MARK LOGO: NGS   
 FD1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1377
 FD1377  HISTORY     - Date     Condition        Report By
 FD1377  HISTORY     - 1984     MONUMENTED       NGS
 FD1377
 FD1377                          STATION DESCRIPTION
 FD1377
 FD1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1377'7.8 KM (4.85 MI) NE FROM SUMMERTOWN.
 FD1377'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1377'SUMMERTOWN, THENCE 5.0 KM (3.1 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE
 FD1377'BRIDGE OVER BIGBY CREEK AND THE MARK SET IN THE NORTHWEST ABUTMENT OF
 FD1377'THE BRIDGE, ALSO 8.1 KM (5.05 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE
 FD1377'POST OFFICE IN MT. PLEASANT TO THE MARK ON THE RIGHT, 7.96 METERS
 FD1377'(26.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 FD1377'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1966 ***********************************************************************
 GC1966  DESIGNATION -  X 302
 GC1966  PID         -  GC1966
 GC1966  STATE/COUNTY-  TN/DAVIDSON
 GC1966  USGS QUAD   -  OAK HILL (1968)
 GC1966
 GC1966                         *CURRENT SURVEY CONTROL
 GC1966  ___________________________________________________________________
 GC1966* NAD 83(1986)-  36 06 49.     (N)    086 46 25.     (W)     SCALED    
 GC1966* NAVD 88     -       152.639  (meters)     500.78   (feet)  ADJUSTED  
 GC1966  ___________________________________________________________________
 GC1966  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC1966  DYNAMIC HT  -         152.507 (meters)     500.35  (feet)  COMP
 GC1966  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC1966
 GC1966  VERT ORDER  -  FIRST     CLASS II
 GC1966
 GC1966.The horizontal coordinates were scaled from a topographic map and have
 GC1966.an estimated accuracy of +/- 6 seconds.
 GC1966
 GC1966.The orthometric height was determined by differential leveling
 GC1966.and adjusted by the National Geodetic Survey in June 1991..
 GC1966
 GC1966.The geoid height was determined by GEOID03.
 GC1966
 GC1966.The dynamic height is computed by dividing the NAVD 88
 GC1966.geopotential number by the normal gravity value computed on the
 GC1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1966.degrees latitude (g = 980.6199 gals.).
 GC1966
 GC1966.The modeled gravity was interpolated from observed gravity values.
 GC1966
 GC1966;                    North         East    Units  Estimated Accuracy
 GC1966;SPC TN       -   197,800.      530,350.      MT  (+/- 180 meters Scaled)
 GC1966
 GC1966                          SUPERSEDED SURVEY CONTROL
 GC1966
 GC1966.No superseded survey control is available for this station.
 GC1966
 GC1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203965(NAD 83)
 GC1966_MARKER: DB = BENCH MARK DISK
 GC1966_SETTING: 66 = SET IN ROCK OUTCROP
 GC1966_SP_SET: ROCK OUTCROP
 GC1966_STAMPING: X 302 1984
 GC1966_MARK LOGO: NGS   
 GC1966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1966+STABILITY: POSITION/ELEVATION WELL
 GC1966
 GC1966  HISTORY     - Date     Condition        Report By
 GC1966  HISTORY     - 1984     MONUMENTED       NGS
 GC1966
 GC1966                          STATION DESCRIPTION
 GC1966
 GC1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1966'5.4 KM (3.35 MI) SOUTH FROM NASHVILLE.
 GC1966'5.4 KM (3.35 MI) SOUTH ALONG U.S. HIGHWAY 31 (EIGHTH AVENUE) FROM THE
 GC1966'JUNCTION OF EIGHTH AVENUE AND BROADWAY AVENUE AT THE POST OFFICE IN
 GC1966'NASHVILLE TO THE MARK, SET IN TOP OF THE SOUTH END OF A ROCK CUT BANK
 GC1966'JUST SOUTH OF A OVERPASS AND 0.25 KM (0.15 MI) NORTH OF THE HIGHWAY
 GC1966'155 AND WOODMONT BOULEVARD OVERPASS, 21.33 METERS (70.0 FT) EAST OF
 GC1966'THE CENTERLINE OF THE U.S. HIGHWAY 31 NORTHBOUND LANE, 28.80 METERS
 GC1966'(94.5 FT) NORTH OF A METAL LIGHT POLE, 20.36 METERS (66.8 FT)
 GC1966'SOUTHEAST OF A METAL LIGHT POLE, AND 13.71 METERS (45.0 FT) WEST OF A
 GC1966'CHAIN LINK FENCE.
 GC1966'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 GC1966'THE MARK IS 1.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2033 ***********************************************************************
 GC2033  DESIGNATION -  X 303
 GC2033  PID         -  GC2033
 GC2033  STATE/COUNTY-  TN/MONTGOMERY
 GC2033  USGS QUAD   -  GUTHRIE (1983)
 GC2033
 GC2033                         *CURRENT SURVEY CONTROL
 GC2033  ___________________________________________________________________
 GC2033* NAD 83(1986)-  36 37 58.     (N)    087 12 53.     (W)     SCALED    
 GC2033* NAVD 88     -       164.486  (meters)     539.65   (feet)  ADJUSTED  
 GC2033  ___________________________________________________________________
 GC2033  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2033  DYNAMIC HT  -         164.354 (meters)     539.22  (feet)  COMP
 GC2033  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GC2033
 GC2033  VERT ORDER  -  FIRST     CLASS II
 GC2033
 GC2033.The horizontal coordinates were scaled from a topographic map and have
 GC2033.an estimated accuracy of +/- 6 seconds.
 GC2033
 GC2033.The orthometric height was determined by differential leveling
 GC2033.and adjusted by the National Geodetic Survey in June 1991..
 GC2033
 GC2033.The geoid height was determined by GEOID03.
 GC2033
 GC2033.The dynamic height is computed by dividing the NAVD 88
 GC2033.geopotential number by the normal gravity value computed on the
 GC2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2033.degrees latitude (g = 980.6199 gals.).
 GC2033
 GC2033.The modeled gravity was interpolated from observed gravity values.
 GC2033
 GC2033;                    North         East    Units  Estimated Accuracy
 GC2033;SPC TN       -   255,810.      491,360.      MT  (+/- 180 meters Scaled)
 GC2033
 GC2033                          SUPERSEDED SURVEY CONTROL
 GC2033
 GC2033.No superseded survey control is available for this station.
 GC2033
 GC2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF808541(NAD 83)
 GC2033_MARKER: I = METAL ROD
 GC2033_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2033_SP_SET: STAINLESS STEEL ROD
 GC2033_STAMPING: X 303 1984
 GC2033_MARK LOGO: NGS   
 GC2033_PROJECTION: RECESSED 3 CENTIMETERS
 GC2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2033_ROD/PIPE-DEPTH: 8.84 meters
 GC2033
 GC2033  HISTORY     - Date     Condition        Report By
 GC2033  HISTORY     - 1984     MONUMENTED       NGS
 GC2033
 GC2033                          STATION DESCRIPTION
 GC2033
 GC2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2033'12.3 KM (7.65 MI) NE FROM ST BETHLEHEM.
 GC2033'12.3 KM (7.65 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2033'IN ST. BETHLEHEM TO A ONE LEVEL BRICK HOUSE AND THE MARK ON THE LEFT,
 GC2033'SET BETWEEN 3 RAILROAD TIES, 19.75 METERS (64.8 FT) NORTHWEST OF THE
 GC2033'CENTERLINE OF THE HIGHWAY, 31.42 METERS (103.1 FT) EAST-NORTHEAST OF
 GC2033'THE NORTHEAST CORNER OF A ONE LEVEL BRICK HOUSE, 27.83 METERS
 GC2033'(91.3 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY,
 GC2033'7.72 METERS (4.8 FT) NORTH OF THE CORNER RAILROAD TIE OF THE 3.
 GC2033'THE MARK IS 1.71 METERS  WSW FROM A WITNESS POST.
 GC2033'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1993 ***********************************************************************
 GC1993  DESIGNATION -  X 304
 GC1993  PID         -  GC1993
 GC1993  STATE/COUNTY-  TN/CHEATHAM
 GC1993  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1993
 GC1993                         *CURRENT SURVEY CONTROL
 GC1993  ___________________________________________________________________
 GC1993* NAD 83(1986)-  36 20 32.     (N)    087 10 19.     (W)     SCALED    
 GC1993* NAVD 88     -       185.755  (meters)     609.43   (feet)  ADJUSTED  
 GC1993  ___________________________________________________________________
 GC1993  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1993  DYNAMIC HT  -         185.601 (meters)     608.93  (feet)  COMP
 GC1993  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GC1993
 GC1993  VERT ORDER  -  FIRST     CLASS II
 GC1993
 GC1993.The horizontal coordinates were scaled from a topographic map and have
 GC1993.an estimated accuracy of +/- 6 seconds.
 GC1993
 GC1993.The orthometric height was determined by differential leveling
 GC1993.and adjusted by the National Geodetic Survey in June 1991..
 GC1993
 GC1993.The geoid height was determined by GEOID03.
 GC1993
 GC1993.The dynamic height is computed by dividing the NAVD 88
 GC1993.geopotential number by the normal gravity value computed on the
 GC1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1993.degrees latitude (g = 980.6199 gals.).
 GC1993
 GC1993.The modeled gravity was interpolated from observed gravity values.
 GC1993
 GC1993;                    North         East    Units  Estimated Accuracy
 GC1993;SPC TN       -   223,520.      494,800.      MT  (+/- 180 meters Scaled)
 GC1993
 GC1993                          SUPERSEDED SURVEY CONTROL
 GC1993
 GC1993.No superseded survey control is available for this station.
 GC1993
 GC1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF845219(NAD 83)
 GC1993_MARKER: I = METAL ROD
 GC1993_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC1993+WITH SETTING: INFORMATION.
 GC1993_SP_SET: SHALLOW SET METAL ROD
 GC1993_STAMPING: X 304 1984
 GC1993_MARK LOGO: NGS   
 GC1993_PROJECTION: FLUSH
 GC1993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1993_ROD/PIPE-DEPTH: 1.22 meters
 GC1993
 GC1993  HISTORY     - Date     Condition        Report By
 GC1993  HISTORY     - 1984     MONUMENTED       NGS
 GC1993
 GC1993                          STATION DESCRIPTION
 GC1993
 GC1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1993'1.9 KM (1.2 MI) NW FROM CHEAP HILL.
 GC1993'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1993'IN CHEAP HILL TO AN ASPHALT ROAD ON THE LEFT AND THE MARK ON THE LEFT,
 GC1993'11.43 METERS (37.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC1993'28.44 METERS (93.3 FT) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GC1993'ASPHALT ROAD WHERE IT MEETS HIGHWAY 12, 12.31 METERS (40.4 FT)
 GC1993'NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 2.13 METERS (7.0 FT)
 GC1993'SOUTHEAST OF POWERLINE POLE NUMBER L22-A-51 WITH 3 SMALL TRANSFORMERS,
 GC1993'AND 55.87 METERS (183.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE
 GC1993'LEVEL CINDER BLOCK BUILDING, (AT PRESENT JIMS COUNTRY MARKET).  NOTE,
 GC1993'THE ROD WAS DRIVEN TO REFUSAL.
 GC1993'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC1993'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2020 ***********************************************************************
 GC2020  DESIGNATION -  X 305
 GC2020  PID         -  GC2020
 GC2020  STATE/COUNTY-  TN/MONTGOMERY
 GC2020  USGS QUAD   -  CLARKSVILLE (1984)
 GC2020
 GC2020                         *CURRENT SURVEY CONTROL
 GC2020  ___________________________________________________________________
 GC2020* NAD 83(1986)-  36 32 10.     (N)    087 21 44.     (W)     SCALED    
 GC2020* NAVD 88     -       145.119  (meters)     476.11   (feet)  ADJUSTED  
 GC2020  ___________________________________________________________________
 GC2020  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2020  DYNAMIC HT  -         144.998 (meters)     475.71  (feet)  COMP
 GC2020  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC2020
 GC2020  VERT ORDER  -  FIRST     CLASS II
 GC2020
 GC2020.The horizontal coordinates were scaled from a topographic map and have
 GC2020.an estimated accuracy of +/- 6 seconds.
 GC2020
 GC2020.The orthometric height was determined by differential leveling
 GC2020.and adjusted by the National Geodetic Survey in June 1991..
 GC2020
 GC2020.The geoid height was determined by GEOID03.
 GC2020
 GC2020.The dynamic height is computed by dividing the NAVD 88
 GC2020.geopotential number by the normal gravity value computed on the
 GC2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2020.degrees latitude (g = 980.6199 gals.).
 GC2020
 GC2020.The modeled gravity was interpolated from observed gravity values.
 GC2020
 GC2020;                    North         East    Units  Estimated Accuracy
 GC2020;SPC TN       -   245,250.      478,020.      MT  (+/- 180 meters Scaled)
 GC2020
 GC2020                          SUPERSEDED SURVEY CONTROL
 GC2020
 GC2020.No superseded survey control is available for this station.
 GC2020
 GC2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF675434(NAD 83)
 GC2020_MARKER: I = METAL ROD
 GC2020_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2020_SP_SET: STAINLESS STEEL ROD
 GC2020_STAMPING: X 305 1984
 GC2020_MARK LOGO: NGS   
 GC2020_PROJECTION: FLUSH
 GC2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2020_ROD/PIPE-DEPTH: 7.32 meters
 GC2020
 GC2020  HISTORY     - Date     Condition        Report By
 GC2020  HISTORY     - 1984     MONUMENTED       NGS
 GC2020
 GC2020                          STATION DESCRIPTION
 GC2020
 GC2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2020'IN CLARKSVILLE.
 GC2020'IN CLARKSVILLE, AT THE CLARKSVILLE ACADEMY, SET IN THE MEDIAN BETWEEN
 GC2020'TWO DRIVEWAYS, THE ACADWMY IS 0.6 KM (0.4 MI) NORTHWEST ALONG SECOND
 GC2020'STREET FROM THE INTERSECTION OF COLLEGE STREET, 47.55 METERS
 GC2020'(156.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 GC2020'SECOND STREET, 48.71 METERS (159.8 FT) NORTHEAST OF THE SOUTHEAST
 GC2020'CORNER OF A 2 LEVEL BRICK BUILDING (THE LOWER SCHOOL), 9.85 METERS
 GC2020'(32.3 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH DRIVEWAY,
 GC2020'7.00 METERS (22.9 FT) NORTHWEST OF THE APPROXIMATE CENTER OF THE SOUTH
 GC2020'DRIVEWAY, 3.81 METERS (12.5 FT) EAST-NORTHEAST OF THE SOUTH BRACE POLE
 GC2020'FOR THE CLARKSVILLE ACADEMY SIGN, AND 1.83 METERS (6.0 FT) EAST OF A
 GC2020'METAL FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1060 ***********************************************************************
 FD1060  DESIGNATION -  X 31
 FD1060  PID         -  FD1060
 FD1060  STATE/COUNTY-  TN/WAYNE
 FD1060  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1060
 FD1060                         *CURRENT SURVEY CONTROL
 FD1060  ___________________________________________________________________
 FD1060* NAD 83(1986)-  35 21 10.     (N)    087 42 11.     (W)     SCALED    
 FD1060* NAVD 88     -       291.146  (meters)     955.20   (feet)  ADJUSTED  
 FD1060  ___________________________________________________________________
 FD1060  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD1060  DYNAMIC HT  -         290.870 (meters)     954.30  (feet)  COMP
 FD1060  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FD1060
 FD1060  VERT ORDER  -  SECOND    CLASS 0
 FD1060
 FD1060.The horizontal coordinates were scaled from a topographic map and have
 FD1060.an estimated accuracy of +/- 6 seconds.
 FD1060
 FD1060.The orthometric height was determined by differential leveling
 FD1060.and adjusted by the National Geodetic Survey in June 1991..
 FD1060
 FD1060.The geoid height was determined by GEOID03.
 FD1060
 FD1060.The dynamic height is computed by dividing the NAVD 88
 FD1060.geopotential number by the normal gravity value computed on the
 FD1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1060.degrees latitude (g = 980.6199 gals.).
 FD1060
 FD1060.The modeled gravity was interpolated from observed gravity values.
 FD1060
 FD1060;                    North         East    Units  Estimated Accuracy
 FD1060;SPC TN       -   114,450.      445,210.      MT  (+/- 180 meters Scaled)
 FD1060
 FD1060                          SUPERSEDED SURVEY CONTROL
 FD1060
 FD1060  NGVD 29 (??/??/92)  291.112  (m)          955.09   (f) ADJ UNCH    2 0
 FD1060
 FD1060.Superseded values are not recommended for survey control.
 FD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1060.See file dsdata.txt to determine how the superseded data were derived.
 FD1060
 FD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE361123(NAD 83)
 FD1060_MARKER: DB = BENCH MARK DISK
 FD1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1060_STAMPING: X 31 1934
 FD1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1060+STABILITY: SURFACE MOTION
 FD1060
 FD1060  HISTORY     - Date     Condition        Report By
 FD1060  HISTORY     - 1934     MONUMENTED       CGS
 FD1060
 FD1060                          STATION DESCRIPTION
 FD1060
 FD1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1060'4 MI E FROM WAYNESBORO.
 FD1060'ABOUT 4 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, THENCE
 FD1060'ABOUT 1-1/4 MILES NORTH ALONG OLD STATE HIGHWAY 48, AT THE
 FD1060'JUNCTION OF A GRAVEL T-ROAD LEADING EAST, 48 FEET NORTH OF THE
 FD1060'CENTERLINE OF THE ROAD, AND 36 FEET EAST OF THE CENTERLINE OF
 FD1060'THE HIGHWAY.  A STANDARD DISK, STAMPED X 31 1934 AND SET IN THE
 FD1060'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0233 ***********************************************************************
 FD0233  DESIGNATION -  X 32
 FD0233  PID         -  FD0233
 FD0233  STATE/COUNTY-  TN/BEDFORD
 FD0233  USGS QUAD   -  SHELBYVILLE (1981)
 FD0233
 FD0233                         *CURRENT SURVEY CONTROL
 FD0233  ___________________________________________________________________
 FD0233* NAD 83(1986)-  35 28 55.     (N)    086 27 23.     (W)     SCALED    
 FD0233* NAVD 88     -       232.614  (meters)     763.17   (feet)  ADJUSTED  
 FD0233  ___________________________________________________________________
 FD0233  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD0233  DYNAMIC HT  -         232.403 (meters)     762.48  (feet)  COMP
 FD0233  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 FD0233
 FD0233  VERT ORDER  -  SECOND    CLASS 0
 FD0233
 FD0233.The horizontal coordinates were scaled from a topographic map and have
 FD0233.an estimated accuracy of +/- 6 seconds.
 FD0233
 FD0233.The orthometric height was determined by differential leveling
 FD0233.and adjusted by the National Geodetic Survey in June 1991..
 FD0233
 FD0233.The geoid height was determined by GEOID03.
 FD0233
 FD0233.The dynamic height is computed by dividing the NAVD 88
 FD0233.geopotential number by the normal gravity value computed on the
 FD0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0233.degrees latitude (g = 980.6199 gals.).
 FD0233
 FD0233.The modeled gravity was interpolated from observed gravity values.
 FD0233
 FD0233;                    North         East    Units  Estimated Accuracy
 FD0233;SPC TN       -   127,530.      558,580.      MT  (+/- 180 meters Scaled)
 FD0233
 FD0233                          SUPERSEDED SURVEY CONTROL
 FD0233
 FD0233  NGVD 29 (??/??/92)  232.611  (m)          763.16   (f) ADJ UNCH    2 0
 FD0233
 FD0233.Superseded values are not recommended for survey control.
 FD0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0233.See file dsdata.txt to determine how the superseded data were derived.
 FD0233
 FD0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE493266(NAD 83)
 FD0233_MARKER: DB = BENCH MARK DISK
 FD0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0233_STAMPING: X 32 1935
 FD0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0233+STABILITY: SURFACE MOTION
 FD0233
 FD0233  HISTORY     - Date     Condition        Report By
 FD0233  HISTORY     - 1935     MONUMENTED       CGS
 FD0233  HISTORY     - 1957     GOOD             NGS
 FD0233  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0233
 FD0233                          STATION DESCRIPTION
 FD0233
 FD0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FD0233'AT SHELBYVILLE.
 FD0233'AT SHELBYVILLE, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0233'AND ST. LOUIS RAILWAY, 100 FEET NORTHEAST OF THE STATION, 12 FEET
 FD0233'SOUTHWEST OF THE STREET LEADING TO THE STATION, 50 FEET NORTH
 FD0233'OF THE TRACK, AND 7 FEET INSIDE THE SIDEWALK.  A STANDARD DISK,
 FD0233'STAMPED X 32 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FD0233
 FD0233                          STATION RECOVERY (2001)
 FD0233
 FD0233'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0233' 
 FD0233' 
 FD0233' 
 FD0233' 
 FD0233' 
 FD0233' 
 FD0233' 
 FD0233' 
 FD0233' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0280 ***********************************************************************
 FD0280  DESIGNATION -  X 33
 FD0280  PID         -  FD0280
 FD0280  STATE/COUNTY-  TN/LINCOLN
 FD0280  USGS QUAD   -  BOONSHILL (1982)
 FD0280
 FD0280                         *CURRENT SURVEY CONTROL
 FD0280  ___________________________________________________________________
 FD0280* NAD 83(1986)-  35 10 09.     (N)    086 37 41.     (W)     SCALED    
 FD0280* NAVD 88     -       230.305  (meters)     755.59   (feet)  ADJUSTED  
 FD0280  ___________________________________________________________________
 FD0280  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0280  DYNAMIC HT  -         230.092 (meters)     754.89  (feet)  COMP
 FD0280  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FD0280
 FD0280  VERT ORDER  -  SECOND    CLASS 0
 FD0280
 FD0280.The horizontal coordinates were scaled from a topographic map and have
 FD0280.an estimated accuracy of +/- 6 seconds.
 FD0280
 FD0280.The orthometric height was determined by differential leveling
 FD0280.and adjusted by the National Geodetic Survey in June 1991..
 FD0280
 FD0280.The geoid height was determined by GEOID03.
 FD0280
 FD0280.The dynamic height is computed by dividing the NAVD 88
 FD0280.geopotential number by the normal gravity value computed on the
 FD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0280.degrees latitude (g = 980.6199 gals.).
 FD0280
 FD0280.The modeled gravity was interpolated from observed gravity values.
 FD0280
 FD0280;                    North         East    Units  Estimated Accuracy
 FD0280;SPC TN       -    92,920.      542,780.      MT  (+/- 180 meters Scaled)
 FD0280
 FD0280                          SUPERSEDED SURVEY CONTROL
 FD0280
 FD0280  NGVD 29 (??/??/92)  230.286  (m)          755.53   (f) ADJ UNCH    2 0
 FD0280
 FD0280.Superseded values are not recommended for survey control.
 FD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0280.See file dsdata.txt to determine how the superseded data were derived.
 FD0280
 FD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED338918(NAD 83)
 FD0280_MARKER: DB = BENCH MARK DISK
 FD0280_SETTING: 66 = SET IN ROCK OUTCROP
 FD0280_SP_SET: BEDROCK
 FD0280_STAMPING: X 33 1934
 FD0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0280+STABILITY: POSITION/ELEVATION WELL
 FD0280
 FD0280  HISTORY     - Date     Condition        Report By
 FD0280  HISTORY     - 1934     MONUMENTED       CGS
 FD0280
 FD0280                          STATION DESCRIPTION
 FD0280
 FD0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0280'3.2 MI W FROM FAYETTEVILLE.
 FD0280'3.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM FAYETTEVILLE, LINCOLN
 FD0280'COUNTY, 600 FEET WEST OF A TOURIST CAMP AND SINCLAIR SERVICE
 FD0280'STATION IN 1934, 300 FEET WEST OF THE RESIDENCE OF J.K. WIDNER
 FD0280'IN 1934, ON THE SOUTH SIDE OF THE HIGHWAY, AND IN LIMESTONE
 FD0280'BEDROCK.  A STANDARD DISK, STAMPED X 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1364 ***********************************************************************
 FC1364  DESIGNATION -  X 34
 FC1364  PID         -  FC1364
 FC1364  STATE/COUNTY-  TN/COFFEE
 FC1364  USGS QUAD   -  HILLSBORO (1983)
 FC1364
 FC1364                         *CURRENT SURVEY CONTROL
 FC1364  ___________________________________________________________________
 FC1364* NAD 83(1986)-  35 23 06.     (N)    085 57 13.     (W)     SCALED    
 FC1364* NAVD 88     -       321.733  (meters)    1055.55   (feet)  ADJUSTED  
 FC1364  ___________________________________________________________________
 FC1364  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1364  DYNAMIC HT  -         321.423 (meters)    1054.54  (feet)  COMP
 FC1364  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC1364
 FC1364  VERT ORDER  -  SECOND    CLASS 0
 FC1364
 FC1364.The horizontal coordinates were scaled from a topographic map and have
 FC1364.an estimated accuracy of +/- 6 seconds.
 FC1364
 FC1364.The orthometric height was determined by differential leveling
 FC1364.and adjusted by the National Geodetic Survey in June 1991..
 FC1364
 FC1364.The geoid height was determined by GEOID03.
 FC1364
 FC1364.The dynamic height is computed by dividing the NAVD 88
 FC1364.geopotential number by the normal gravity value computed on the
 FC1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1364.degrees latitude (g = 980.6199 gals.).
 FC1364
 FC1364.The modeled gravity was interpolated from observed gravity values.
 FC1364
 FC1364;                    North         East    Units  Estimated Accuracy
 FC1364;SPC TN       -   116,680.      604,220.      MT  (+/- 180 meters Scaled)
 FC1364
 FC1364                          SUPERSEDED SURVEY CONTROL
 FC1364
 FC1364  NGVD 29 (??/??/92)  321.723  (m)         1055.52   (f) ADJ UNCH    2 0
 FC1364
 FC1364.Superseded values are not recommended for survey control.
 FC1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1364.See file dsdata.txt to determine how the superseded data were derived.
 FC1364
 FC1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE950162(NAD 83)
 FC1364_MARKER: DB = BENCH MARK DISK
 FC1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1364_STAMPING: X 34 1934
 FC1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1364+STABILITY: SURFACE MOTION
 FC1364
 FC1364  HISTORY     - Date     Condition        Report By
 FC1364  HISTORY     - 1934     MONUMENTED       CGS
 FC1364  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1364
 FC1364                          STATION DESCRIPTION
 FC1364
 FC1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1364'2.1 MI SE FROM HILLSBORO.
 FC1364'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM HILLSBORO, COFFEE
 FC1364'COUNTY, 150 FEET NORTH OF A FARMHOUSE ON THE SOUTHWEST SIDE OF THE
 FC1364'HIGHWAY, 20 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FC1364'14 FEET NORTHWEST OF A FENCE, AND 3 FEET NORTHEAST OF THE
 FC1364'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 34 1934 AND SET
 FC1364'IN THE TOP OF A CONCRETE POST.
 FC1364
 FC1364                          STATION RECOVERY (1962)
 FC1364
 FC1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0794 ***********************************************************************
 FD0794  DESIGNATION -  X 36
 FD0794  PID         -  FD0794
 FD0794  STATE/COUNTY-  TN/LAWRENCE
 FD0794  USGS QUAD   -  DEERFIELD (1976)
 FD0794
 FD0794                         *CURRENT SURVEY CONTROL
 FD0794  ___________________________________________________________________
 FD0794* NAD 83(1986)-  35 18 10.     (N)    087 28 29.     (W)     SCALED    
 FD0794* NAVD 88     -       296.074  (meters)     971.37   (feet)  ADJUSTED  
 FD0794  ___________________________________________________________________
 FD0794  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD0794  DYNAMIC HT  -         295.793 (meters)     970.45  (feet)  COMP
 FD0794  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 FD0794
 FD0794  VERT ORDER  -  SECOND    CLASS 0
 FD0794
 FD0794.The horizontal coordinates were scaled from a topographic map and have
 FD0794.an estimated accuracy of +/- 6 seconds.
 FD0794
 FD0794.The orthometric height was determined by differential leveling
 FD0794.and adjusted by the National Geodetic Survey in June 1991..
 FD0794
 FD0794.The geoid height was determined by GEOID03.
 FD0794
 FD0794.The dynamic height is computed by dividing the NAVD 88
 FD0794.geopotential number by the normal gravity value computed on the
 FD0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0794.degrees latitude (g = 980.6199 gals.).
 FD0794
 FD0794.The modeled gravity was interpolated from observed gravity values.
 FD0794
 FD0794;                    North         East    Units  Estimated Accuracy
 FD0794;SPC TN       -   108,570.      465,880.      MT  (+/- 180 meters Scaled)
 FD0794
 FD0794                          SUPERSEDED SURVEY CONTROL
 FD0794
 FD0794  NGVD 29 (??/??/92)  296.032  (m)          971.23   (f) ADJ UNCH    2 0
 FD0794
 FD0794.Superseded values are not recommended for survey control.
 FD0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0794.See file dsdata.txt to determine how the superseded data were derived.
 FD0794
 FD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE568067(NAD 83)
 FD0794_MARKER: DB = BENCH MARK DISK
 FD0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0794_STAMPING: X 36 1934
 FD0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0794+STABILITY: SURFACE MOTION
 FD0794
 FD0794  HISTORY     - Date     Condition        Report By
 FD0794  HISTORY     - 1934     MONUMENTED       CGS
 FD0794  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0794
 FD0794                          STATION DESCRIPTION
 FD0794
 FD0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0794'10 MI W FROM LAWRENCEBURG.
 FD0794'10.0 MILES WEST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0794'COUNTY, AT DEERFIELD, 35 YARDS EAST OF THE GENERAL STORE, AT A
 FD0794'ROAD INTERSECTION, 25 YARDS EAST OF THE CENTERLINE OF THE
 FD0794'CROSSROAD, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, IN
 FD0794'THE GARDEN OF A.E. MARSH IN 1934, AT THE SOUTHEAST CORNER, AND
 FD0794'2 YARDS WEST OF THE CORNER POST.  A STANDARD DISK, STAMPED X
 FD0794'36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0794
 FD0794                          STATION RECOVERY (1972)
 FD0794
 FD0794'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1355 ***********************************************************************
 FC1355  DESIGNATION -  X 37
 FC1355  PID         -  FC1355
 FC1355  STATE/COUNTY-  TN/GRUNDY
 FC1355  USGS QUAD   -  MONTEAGLE (1982)
 FC1355
 FC1355                         *CURRENT SURVEY CONTROL
 FC1355  ___________________________________________________________________
 FC1355* NAD 83(1986)-  35 14 47.     (N)    085 50 36.     (W)     SCALED    
 FC1355* NAVD 88     -       567.004  (meters)    1860.25   (feet)  ADJUSTED  
 FC1355  ___________________________________________________________________
 FC1355  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1355  DYNAMIC HT  -         566.428 (meters)    1858.36  (feet)  COMP
 FC1355  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 FC1355
 FC1355  VERT ORDER  -  SECOND    CLASS 0
 FC1355
 FC1355.The horizontal coordinates were scaled from a topographic map and have
 FC1355.an estimated accuracy of +/- 6 seconds.
 FC1355
 FC1355.The orthometric height was determined by differential leveling
 FC1355.and adjusted by the National Geodetic Survey in June 1991..
 FC1355
 FC1355.The geoid height was determined by GEOID03.
 FC1355
 FC1355.The dynamic height is computed by dividing the NAVD 88
 FC1355.geopotential number by the normal gravity value computed on the
 FC1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1355.degrees latitude (g = 980.6199 gals.).
 FC1355
 FC1355.The modeled gravity was interpolated from observed gravity values.
 FC1355
 FC1355;                    North         East    Units  Estimated Accuracy
 FC1355;SPC TN       -   101,320.      614,260.      MT  (+/- 180 meters Scaled)
 FC1355
 FC1355                          SUPERSEDED SURVEY CONTROL
 FC1355
 FC1355  NGVD 29 (??/??/92)  566.988  (m)         1860.19   (f) ADJ UNCH    2 0
 FC1355
 FC1355.Superseded values are not recommended for survey control.
 FC1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1355.See file dsdata.txt to determine how the superseded data were derived.
 FC1355
 FC1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE052009(NAD 83)
 FC1355_MARKER: DB = BENCH MARK DISK
 FC1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1355_STAMPING: X 37 1934
 FC1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1355+STABILITY: SURFACE MOTION
 FC1355
 FC1355  HISTORY     - Date     Condition        Report By
 FC1355  HISTORY     - 1934     MONUMENTED       CGS
 FC1355  HISTORY     - 1962     GOOD             NGS
 FC1355
 FC1355                          STATION DESCRIPTION
 FC1355
 FC1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1355'0.8 MI NW FROM MONTEAGLE.
 FC1355'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO NORTHWEST
 FC1355'ON U.S. HIGHWAY 41 FOR 0.75 MILE TO THE MARK SET NEAR A BILLBOARD,
 FC1355'60 FEET NORTHEAST OF A HIGHWAY FILL, AND 40 FEET EAST OF THE
 FC1355'CENTER OF THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A
 FC1355'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1131 ***********************************************************************
 FC1131  DESIGNATION -  X 39
 FC1131  PID         -  FC1131
 FC1131  STATE/COUNTY-  TN/SEQUATCHIE
 FC1131  USGS QUAD   -  MOUNT AIRY (1991)
 FC1131
 FC1131                         *CURRENT SURVEY CONTROL
 FC1131  ___________________________________________________________________
 FC1131* NAD 83(1986)-  35 26 22.     (N)    085 20 51.     (W)     SCALED    
 FC1131* NAVD 88     -       229.141  (meters)     751.77   (feet)  ADJUSTED  
 FC1131  ___________________________________________________________________
 FC1131  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1131  DYNAMIC HT  -         228.924 (meters)     751.06  (feet)  COMP
 FC1131  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FC1131
 FC1131  VERT ORDER  -  SECOND    CLASS 0
 FC1131
 FC1131.The horizontal coordinates were scaled from a topographic map and have
 FC1131.an estimated accuracy of +/- 6 seconds.
 FC1131
 FC1131.The orthometric height was determined by differential leveling
 FC1131.and adjusted by the National Geodetic Survey in June 1991..
 FC1131
 FC1131.The geoid height was determined by GEOID03.
 FC1131
 FC1131.The dynamic height is computed by dividing the NAVD 88
 FC1131.geopotential number by the normal gravity value computed on the
 FC1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1131.degrees latitude (g = 980.6199 gals.).
 FC1131
 FC1131.The modeled gravity was interpolated from observed gravity values.
 FC1131
 FC1131;                    North         East    Units  Estimated Accuracy
 FC1131;SPC TN       -   122,920.      659,240.      MT  (+/- 180 meters Scaled)
 FC1131
 FC1131                          SUPERSEDED SURVEY CONTROL
 FC1131
 FC1131  NGVD 29 (??/??/92)  229.184  (m)          751.91   (f) ADJ UNCH    2 0
 FC1131
 FC1131.Superseded values are not recommended for survey control.
 FC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1131.See file dsdata.txt to determine how the superseded data were derived.
 FC1131
 FC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE499230(NAD 83)
 FC1131_MARKER: DB = BENCH MARK DISK
 FC1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1131_STAMPING: X 39 1934
 FC1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1131+STABILITY: SURFACE MOTION
 FC1131
 FC1131  HISTORY     - Date     Condition        Report By
 FC1131  HISTORY     - 1934     MONUMENTED       CGS
 FC1131  HISTORY     - 1944     GOOD             NGS
 FC1131  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1131
 FC1131                          STATION DESCRIPTION
 FC1131
 FC1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FC1131'5.3 MI NE FROM DUNLAP.
 FC1131'5.3 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1131'LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY, 2 RAILS NORTHEAST
 FC1131'OF THE STATION AT MT. AIRY, 19 POLES NORTHEAST OF MILEPOST 42,
 FC1131'AND 20 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED X 39
 FC1131'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1131
 FC1131                          STATION RECOVERY (1972)
 FC1131
 FC1131'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1386 ***********************************************************************
 GC1386  DESIGNATION -  X 3=PTS 7 W
 GC1386  PID         -  GC1386
 GC1386  STATE/COUNTY-  TN/MONTGOMERY
 GC1386  USGS QUAD   -  EXCELL (1983)
 GC1386
 GC1386                         *CURRENT SURVEY CONTROL
 GC1386  ___________________________________________________________________
 GC1386* NAD 83(1986)-  36 28 58.     (N)    087 17 50.     (W)     SCALED    
 GC1386* NAVD 88     -       122.253  (meters)     401.09   (feet)  ADJUSTED  
 GC1386  ___________________________________________________________________
 GC1386  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1386  DYNAMIC HT  -         122.151 (meters)     400.76  (feet)  COMP
 GC1386  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC1386
 GC1386  VERT ORDER  -  FIRST     CLASS II
 GC1386
 GC1386.The horizontal coordinates were scaled from a topographic map and have
 GC1386.an estimated accuracy of +/- 6 seconds.
 GC1386
 GC1386.The orthometric height was determined by differential leveling
 GC1386.and adjusted by the National Geodetic Survey in June 1991..
 GC1386
 GC1386.The geoid height was determined by GEOID03.
 GC1386
 GC1386.The dynamic height is computed by dividing the NAVD 88
 GC1386.geopotential number by the normal gravity value computed on the
 GC1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1386.degrees latitude (g = 980.6199 gals.).
 GC1386
 GC1386.The modeled gravity was interpolated from observed gravity values.
 GC1386
 GC1386;                    North         East    Units  Estimated Accuracy
 GC1386;SPC TN       -   239,260.      483,760.      MT  (+/- 180 meters Scaled)
 GC1386
 GC1386                          SUPERSEDED SURVEY CONTROL
 GC1386
 GC1386  NGVD 29 (??/??/92)  122.317  (m)          401.30   (f) ADJ UNCH    1 2
 GC1386
 GC1386.Superseded values are not recommended for survey control.
 GC1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1386.See file dsdata.txt to determine how the superseded data were derived.
 GC1386
 GC1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF733375(NAD 83)
 GC1386_MARKER: DB = BENCH MARK DISK
 GC1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1386_STAMPING: X 3 1921 PT STA NO 7 W 1925 TENN
 GC1386_MARK LOGO: CGS   
 GC1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1386+STABILITY: SURFACE MOTION
 GC1386
 GC1386  HISTORY     - Date     Condition        Report By
 GC1386  HISTORY     - 1921     MONUMENTED       CGS
 GC1386  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1386  HISTORY     - 1984     GOOD             NGS
 GC1386
 GC1386                          STATION DESCRIPTION
 GC1386
 GC1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC1386'5.6 MI SE FROM CLARKSVILLE.
 GC1386'5.6 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1386'STATION AT CLARKSVILLE, MONTGOMERY COUNTY, 0.2 MILE NORTH OF THE
 GC1386'NORTH END OF TRESTLE NO. H 50-16 OVER MC ADOO CREEK, AT A SMALL
 GC1386'ROAD CROSSING, 36.4 FEET WEST OF THE WEST RAIL, 17 FEET NORTH
 GC1386'OF THE CENTERLINE OF THE SMALL ROAD, 11 FEET EAST OF THE
 GC1386'RIGHT-OF-WAY FENCE, 22.8 FEET SOUTH OF A POWER POLE, 1.5 FEET
 GC1386'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.
 GC1386'A STANDARD DISK, STAMPED X 3 1921 PT STA NO 7 W 1925 TENN AND SET
 GC1386'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GC1386
 GC1386                          STATION RECOVERY (1984)
 GC1386
 GC1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1386'RECOVERED IN GOOD CONDITION.  NOTE THE CORNER OF THE CONCRETE POST HAS
 GC1386'BEEN CHIPPED BUT THE DISK IS STILL INTACT AND IN GOOD SHAPE.  NOT
 GC1386'LEVELED TO THIS SURVEY.
 GC1386'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 GC1386'THE MARK IS 0.61 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1845 ***********************************************************************
 GA1845  DESIGNATION -  X 4
 GA1845  PID         -  GA1845
 GA1845  STATE/COUNTY-  TN/HAWKINS
 GA1845  USGS QUAD   -  BULLS GAP (1976)
 GA1845
 GA1845                         *CURRENT SURVEY CONTROL
 GA1845  ___________________________________________________________________
 GA1845* NAD 83(1986)-  36 16 58.     (N)    083 03 22.     (W)     SCALED    
 GA1845* NAVD 88     -       354.644  (meters)    1163.53   (feet)  ADJUSTED  
 GA1845  ___________________________________________________________________
 GA1845  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA1845  DYNAMIC HT  -         354.319 (meters)    1162.46  (feet)  COMP
 GA1845  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA1845
 GA1845  VERT ORDER  -  FIRST     CLASS I
 GA1845
 GA1845.The horizontal coordinates were scaled from a topographic map and have
 GA1845.an estimated accuracy of +/- 6 seconds.
 GA1845
 GA1845.The orthometric height was determined by differential leveling
 GA1845.and adjusted by the National Geodetic Survey in June 1991..
 GA1845
 GA1845.The geoid height was determined by GEOID03.
 GA1845
 GA1845.The dynamic height is computed by dividing the NAVD 88
 GA1845.geopotential number by the normal gravity value computed on the
 GA1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1845.degrees latitude (g = 980.6199 gals.).
 GA1845
 GA1845.The modeled gravity was interpolated from observed gravity values.
 GA1845
 GA1845;                    North         East    Units  Estimated Accuracy
 GA1845;SPC TN       -   220,270.      864,440.      MT  (+/- 180 meters Scaled)
 GA1845
 GA1845                          SUPERSEDED SURVEY CONTROL
 GA1845
 GA1845  NGVD 29 (??/??/92)  354.802  (m)         1164.05   (f) ADJ UNCH    1 1
 GA1845
 GA1845.Superseded values are not recommended for survey control.
 GA1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1845.See file dsdata.txt to determine how the superseded data were derived.
 GA1845
 GA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA153172(NAD 83)
 GA1845_MARKER: DB = BENCH MARK DISK
 GA1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1845_SP_SET: CULVERT
 GA1845_STAMPING: X 4 1931 1164.387
 GA1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1845
 GA1845  HISTORY     - Date     Condition        Report By
 GA1845  HISTORY     - 1931     MONUMENTED       CGS
 GA1845  HISTORY     - 1967     GOOD             NGS
 GA1845
 GA1845                          STATION DESCRIPTION
 GA1845
 GA1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1845'2.7 MI NE FROM BULLS GAP.
 GA1845'ABOUT 2.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1845'RAILROAD FROM THE STATION AT BULLS GAP, 0.1 MILE SOUTHWEST OF
 GA1845'MILEPOST 84, 97 YARDS SOUTHWEST OF THE CROSSING OF THE RAILROAD
 GA1845'AND A ROAD AT THE SMALL COMMUNITY OF WHITE HORN, SET IN THE CENTER
 GA1845'OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A CULVERT OVER
 GA1845'WHITEHORN CREEK, 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1845'TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3248 ***********************************************************************
 GA3248  DESIGNATION -  X 4 RESET
 GA3248  PID         -  GA3248
 GA3248  STATE/COUNTY-  TN/HAWKINS
 GA3248  USGS QUAD   -  BULLS GAP (1976)
 GA3248
 GA3248                         *CURRENT SURVEY CONTROL
 GA3248  ___________________________________________________________________
 GA3248* NAD 83(1986)-  36 16 58.     (N)    083 03 22.     (W)     SCALED    
 GA3248* NAVD 88     -       353.69   (meters)    1160.4    (feet)  RESET     
 GA3248  ___________________________________________________________________
 GA3248  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3248
 GA3248  VERT ORDER  -  THIRD
 GA3248
 GA3248.The horizontal coordinates were scaled from a topographic map and have
 GA3248.an estimated accuracy of +/- 6 seconds.
 GA3248
 GA3248.The orthometric height was computed from unverified reset data.
 GA3248.No vertical observational check was made to the station.
 GA3248
 GA3248.The geoid height was determined by GEOID03.
 GA3248
 GA3248;                    North         East    Units  Estimated Accuracy
 GA3248;SPC TN       -   220,270.      864,440.      MT  (+/- 180 meters Scaled)
 GA3248
 GA3248                          SUPERSEDED SURVEY CONTROL
 GA3248
 GA3248  NGVD 29 (10/12/01)  353.85   (m)         1160.9    (f) RESET       3  
 GA3248
 GA3248.Superseded values are not recommended for survey control.
 GA3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3248.See file dsdata.txt to determine how the superseded data were derived.
 GA3248
 GA3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA153172(NAD 83)
 GA3248_MARKER: DB = BENCH MARK DISK
 GA3248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GA3248_SP_SET: CONCRETE HEADWALL
 GA3248_STAMPING: X 4 RESET 1979
 GA3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3248+STABILITY: SURFACE MOTION
 GA3248
 GA3248  HISTORY     - Date     Condition        Report By
 GA3248  HISTORY     - 1979     MONUMENTED       SOURR
 GA3248
 GA3248                          STATION DESCRIPTION
 GA3248
 GA3248'DESCRIBED BY SOUTHERN RAILROAD 1979
 GA3248'2.7 MI NE FROM BULLS GAP.
 GA3248'2.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA3248'FROM THE STATION IN BULLS GAP, 0.1 MILE SOUTHWEST OF MILEPOST 84, 94
 GA3248'YARDS SOUTHWEST OF THE CROSSING OF THE RAILROAD AND A ROAD AT THE
 GA3248'SMALL COMMUNITY OF WHITE HORN, IN THE TOP OF THE SOUTHEAST CORNER
 GA3248'OF THE NORTHWEST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT OVER
 GA3248'WHITEHORN CREEK, AND 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA3248'TRACK.
 GA3248'THE MARK IS ABOVE LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1394 ***********************************************************************
 FC1394  DESIGNATION -  X 40
 FC1394  PID         -  FC1394
 FC1394  STATE/COUNTY-  TN/MARION
 FC1394  USGS QUAD   -  WHITWELL (1982)
 FC1394
 FC1394                         *CURRENT SURVEY CONTROL
 FC1394  ___________________________________________________________________
 FC1394* NAD 83(1986)-  35 11 10.     (N)    085 30 54.     (W)     SCALED    
 FC1394* NAVD 88     -       197.409  (meters)     647.67   (feet)  ADJUSTED  
 FC1394  ___________________________________________________________________
 FC1394  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1394  DYNAMIC HT  -         197.220 (meters)     647.05  (feet)  COMP
 FC1394  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 FC1394
 FC1394  VERT ORDER  -  SECOND    CLASS 0
 FC1394
 FC1394.The horizontal coordinates were scaled from a topographic map and have
 FC1394.an estimated accuracy of +/- 6 seconds.
 FC1394
 FC1394.The orthometric height was determined by differential leveling
 FC1394.and adjusted by the National Geodetic Survey in June 1991..
 FC1394
 FC1394.The geoid height was determined by GEOID03.
 FC1394
 FC1394.The dynamic height is computed by dividing the NAVD 88
 FC1394.geopotential number by the normal gravity value computed on the
 FC1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1394.degrees latitude (g = 980.6199 gals.).
 FC1394
 FC1394.The modeled gravity was interpolated from observed gravity values.
 FC1394
 FC1394;                    North         East    Units  Estimated Accuracy
 FC1394;SPC TN       -    94,730.      644,180.      MT  (+/- 180 meters Scaled)
 FC1394
 FC1394                          SUPERSEDED SURVEY CONTROL
 FC1394
 FC1394  NGVD 29 (??/??/92)  197.439  (m)          647.76   (f) ADJ UNCH    2 0
 FC1394
 FC1394.Superseded values are not recommended for survey control.
 FC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1394.See file dsdata.txt to determine how the superseded data were derived.
 FC1394
 FC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD352946(NAD 83)
 FC1394_MARKER: DB = BENCH MARK DISK
 FC1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1394_STAMPING: X 40 1934
 FC1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1394+STABILITY: SURFACE MOTION
 FC1394
 FC1394  HISTORY     - Date     Condition        Report By
 FC1394  HISTORY     - 1934     MONUMENTED       CGS
 FC1394  HISTORY     - 1949     GOOD             NGS
 FC1394
 FC1394                          STATION DESCRIPTION
 FC1394
 FC1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1394'1 MI E FROM WHITWELL.
 FC1394'1.0 MILE EAST ALONG STATE HIGHWAY 27 FROM WHITWELL, MARION
 FC1394'COUNTY, AT THE NORTHWEST CORNER OF THE BRIDGE OVER BIG SEQUATCHIE
 FC1394'RIVER, AND IN THE CONCRETE WATER TABLE.  A STANDARD DISK,
 FC1394'STAMPED X 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1731 ***********************************************************************
 FB1731  DESIGNATION -  X 41
 FB1731  PID         -  FB1731
 FB1731  STATE/COUNTY-  TN/SEVIER
 FB1731  USGS QUAD   -  BOYDS CREEK (1986)
 FB1731
 FB1731                         *CURRENT SURVEY CONTROL
 FB1731  ___________________________________________________________________
 FB1731* NAD 83(1986)-  35 53 59.     (N)    083 43 44.     (W)     SCALED    
 FB1731* NAVD 88     -       314.541  (meters)    1031.96   (feet)  ADJUSTED  
 FB1731  ___________________________________________________________________
 FB1731  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1731  DYNAMIC HT  -         314.248 (meters)    1031.00  (feet)  COMP
 FB1731  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FB1731
 FB1731  VERT ORDER  -  SECOND    CLASS 0
 FB1731
 FB1731.The horizontal coordinates were scaled from a topographic map and have
 FB1731.an estimated accuracy of +/- 6 seconds.
 FB1731
 FB1731.The orthometric height was determined by differential leveling
 FB1731.and adjusted by the National Geodetic Survey in June 1991..
 FB1731
 FB1731.The geoid height was determined by GEOID03.
 FB1731
 FB1731.The dynamic height is computed by dividing the NAVD 88
 FB1731.geopotential number by the normal gravity value computed on the
 FB1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1731.degrees latitude (g = 980.6199 gals.).
 FB1731
 FB1731.The modeled gravity was interpolated from observed gravity values.
 FB1731
 FB1731;                    North         East    Units  Estimated Accuracy
 FB1731;SPC TN       -   176,170.      805,000.      MT  (+/- 180 meters Scaled)
 FB1731
 FB1731                          SUPERSEDED SURVEY CONTROL
 FB1731
 FB1731  NGVD 29 (??/??/92)  314.690  (m)         1032.45   (f) ADJ UNCH    2 0
 FB1731
 FB1731.Superseded values are not recommended for survey control.
 FB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1731.See file dsdata.txt to determine how the superseded data were derived.
 FB1731
 FB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV537762(NAD 83)
 FB1731_MARKER: DB = BENCH MARK DISK
 FB1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1731_STAMPING: X 41 1934
 FB1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1731+STABILITY: SURFACE MOTION
 FB1731
 FB1731  HISTORY     - Date     Condition        Report By
 FB1731  HISTORY     - 1934     MONUMENTED       CGS
 FB1731  HISTORY     - 1949     GOOD             NGS
 FB1731  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1731
 FB1731                          STATION DESCRIPTION
 FB1731
 FB1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1731'13 MI NW FROM SEVIERVILLE.
 FB1731'13.0 MILES NORTHWEST ALONG THE SMOKY MOUNTAIN RAILROAD FROM THE
 FB1731'COUNTY COURTHOUSE AT SEVIERVILLE, SEVIER CO., 75.0 FEET NORTHEAST
 FB1731'OF COUNTY ROAD GRADE CROSSING, 11.2 FEET NORTHWEST OF THE
 FB1731'NORTHWEST RAIL, AND 27.7 FEET NORTHWEST OF A POWER POLE.  A
 FB1731'STANDARD DISK STAMPED X 41 1934 AND SET IN THE TOP OF A CONCRETE
 FB1731'POST.
 FB1731
 FB1731                          STATION RECOVERY (1972)
 FB1731
 FB1731'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0987 ***********************************************************************
 FC0987  DESIGNATION -  X 42
 FC0987  PID         -  FC0987
 FC0987  STATE/COUNTY-  TN/CUMBERLAND
 FC0987  USGS QUAD   -  CROSSVILLE (1982)
 FC0987
 FC0987                         *CURRENT SURVEY CONTROL
 FC0987  ___________________________________________________________________
 FC0987* NAD 83(1986)-  35 53 18.     (N)    085 00 00.     (W)     SCALED    
 FC0987* NAVD 88     -       572.057  (meters)    1876.82   (feet)  ADJUSTED  
 FC0987  ___________________________________________________________________
 FC0987  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC0987  DYNAMIC HT  -         571.518 (meters)    1875.06  (feet)  COMP
 FC0987  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 FC0987
 FC0987  VERT ORDER  -  SECOND    CLASS 0
 FC0987
 FC0987.The horizontal coordinates were scaled from a topographic map and have
 FC0987.an estimated accuracy of +/- 6 seconds.
 FC0987
 FC0987.The orthometric height was determined by differential leveling
 FC0987.and adjusted by the National Geodetic Survey in June 1991..
 FC0987
 FC0987.The geoid height was determined by GEOID03.
 FC0987
 FC0987.The dynamic height is computed by dividing the NAVD 88
 FC0987.geopotential number by the normal gravity value computed on the
 FC0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0987.degrees latitude (g = 980.6199 gals.).
 FC0987
 FC0987.The modeled gravity was interpolated from observed gravity values.
 FC0987
 FC0987;                    North         East    Units  Estimated Accuracy
 FC0987;SPC TN       -   172,990.      690,280.      MT  (+/- 180 meters Scaled)
 FC0987
 FC0987                          SUPERSEDED SURVEY CONTROL
 FC0987
 FC0987  NGVD 29 (??/??/92)  572.112  (m)         1877.00   (f) ADJ UNCH    2 0
 FC0987
 FC0987.Superseded values are not recommended for survey control.
 FC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0987.See file dsdata.txt to determine how the superseded data were derived.
 FC0987
 FC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE805734(NAD 83)
 FC0987_MARKER: DB = BENCH MARK DISK
 FC0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0987_STAMPING: X 42 1934
 FC0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0987+STABILITY: SURFACE MOTION
 FC0987
 FC0987  HISTORY     - Date     Condition        Report By
 FC0987  HISTORY     - 1934     MONUMENTED       CGS
 FC0987  HISTORY     - 1934     GOOD             NGS
 FC0987  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC0987
 FC0987                          STATION DESCRIPTION
 FC0987
 FC0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0987'5.1 MI S FROM CROSSVILLE.
 FC0987'5.1 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 FC0987'COUNTY, 25 FEET SOUTH OF A ROW OF POLES, 40 FEET EAST OF THE
 FC0987'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 42 1934
 FC0987'AND SET IN THE TOP OF A CONCRETE POST.
 FC0987
 FC0987                          STATION RECOVERY (1980)
 FC0987
 FC0987'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1036 ***********************************************************************
 FC1036  DESIGNATION -  X 43
 FC1036  PID         -  FC1036
 FC1036  STATE/COUNTY-  TN/BLEDSOE
 FC1036  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC1036
 FC1036                         *CURRENT SURVEY CONTROL
 FC1036  ___________________________________________________________________
 FC1036* NAD 83(1986)-  35 38 38.     (N)    085 11 15.     (W)     SCALED    
 FC1036* NAVD 88     -       412.372  (meters)    1352.92   (feet)  ADJUSTED  
 FC1036  ___________________________________________________________________
 FC1036  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1036  DYNAMIC HT  -         411.986 (meters)    1351.66  (feet)  COMP
 FC1036  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FC1036
 FC1036  VERT ORDER  -  SECOND    CLASS 0
 FC1036
 FC1036.The horizontal coordinates were scaled from a topographic map and have
 FC1036.an estimated accuracy of +/- 6 seconds.
 FC1036
 FC1036.The orthometric height was determined by differential leveling
 FC1036.and adjusted by the National Geodetic Survey in June 1991..
 FC1036
 FC1036.The geoid height was determined by GEOID03.
 FC1036
 FC1036.The dynamic height is computed by dividing the NAVD 88
 FC1036.geopotential number by the normal gravity value computed on the
 FC1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1036.degrees latitude (g = 980.6199 gals.).
 FC1036
 FC1036.The modeled gravity was interpolated from observed gravity values.
 FC1036
 FC1036;                    North         East    Units  Estimated Accuracy
 FC1036;SPC TN       -   145,710.      673,580.      MT  (+/- 180 meters Scaled)
 FC1036
 FC1036                          SUPERSEDED SURVEY CONTROL
 FC1036
 FC1036  NGVD 29 (??/??/92)  412.425  (m)         1353.10   (f) ADJ UNCH    2 0
 FC1036
 FC1036.Superseded values are not recommended for survey control.
 FC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1036.See file dsdata.txt to determine how the superseded data were derived.
 FC1036
 FC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE640459(NAD 83)
 FC1036_MARKER: DB = BENCH MARK DISK
 FC1036_SETTING: 66 = SET IN ROCK OUTCROP
 FC1036_SP_SET: ROCK LEDGE
 FC1036_STAMPING: X 43 1934
 FC1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1036+STABILITY: POSITION/ELEVATION WELL
 FC1036
 FC1036  HISTORY     - Date     Condition        Report By
 FC1036  HISTORY     - 1934     MONUMENTED       CGS
 FC1036
 FC1036                          STATION DESCRIPTION
 FC1036
 FC1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1036'3.4 MI NW FROM PIKEVILLE.
 FC1036'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE,
 FC1036'BLEDSOE COUNTY, ABOUT HALFWAY UP THE MOUNTAIN, 275 FEET SOUTH OF
 FC1036'A GROUP OF THREE HOUSES ON THE EAST SIDE OF THE HIGHWAY, 30
 FC1036'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 FC1036'ROCK LEDGE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 FC1036'DISK, STAMPED X 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1673 ***********************************************************************
 GB1673  DESIGNATION -  X 44
 GB1673  PID         -  GB1673
 GB1673  STATE/COUNTY-  TN/CUMBERLAND
 GB1673  USGS QUAD   -  ISOLINE (1974)
 GB1673
 GB1673                         *CURRENT SURVEY CONTROL
 GB1673  ___________________________________________________________________
 GB1673* NAD 83(1986)-  36 03 22.     (N)    085 03 31.     (W)     SCALED    
 GB1673* NAVD 88     -       592.068  (meters)    1942.48   (feet)  ADJUSTED  
 GB1673  ___________________________________________________________________
 GB1673  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB1673  DYNAMIC HT  -         591.521 (meters)    1940.68  (feet)  COMP
 GB1673  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 GB1673
 GB1673  VERT ORDER  -  SECOND    CLASS 0
 GB1673
 GB1673.The horizontal coordinates were scaled from a topographic map and have
 GB1673.an estimated accuracy of +/- 6 seconds.
 GB1673
 GB1673.The orthometric height was determined by differential leveling
 GB1673.and adjusted by the National Geodetic Survey in June 1991..
 GB1673
 GB1673.The geoid height was determined by GEOID03.
 GB1673
 GB1673.The dynamic height is computed by dividing the NAVD 88
 GB1673.geopotential number by the normal gravity value computed on the
 GB1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1673.degrees latitude (g = 980.6199 gals.).
 GB1673
 GB1673.The modeled gravity was interpolated from observed gravity values.
 GB1673
 GB1673;                    North         East    Units  Estimated Accuracy
 GB1673;SPC TN       -   191,550.      684,810.      MT  (+/- 180 meters Scaled)
 GB1673
 GB1673                          SUPERSEDED SURVEY CONTROL
 GB1673
 GB1673  NGVD 29 (??/??/92)  592.125  (m)         1942.66   (f) ADJ UNCH    2 0
 GB1673
 GB1673.Superseded values are not recommended for survey control.
 GB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1673.See file dsdata.txt to determine how the superseded data were derived.
 GB1673
 GB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE748919(NAD 83)
 GB1673_MARKER: DB = BENCH MARK DISK
 GB1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1673_STAMPING: X 44 1934
 GB1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1673+STABILITY: SURFACE MOTION
 GB1673
 GB1673  HISTORY     - Date     Condition        Report By
 GB1673  HISTORY     - 1934     MONUMENTED       CGS
 GB1673
 GB1673                          STATION DESCRIPTION
 GB1673
 GB1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1673'8.1 MI N FROM CROSSVILLE.
 GB1673'8.1 MILES NORTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 GB1673'COUNTY, 175 FEET SOUTH OF A FILLING STATION AND STORE, 24 FEET
 GB1673'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1673'X 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2292 ***********************************************************************
 GA2292  DESIGNATION -  X 45
 GA2292  PID         -  GA2292
 GA2292  STATE/COUNTY-  TN/GRAINGER
 GA2292  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2292
 GA2292                         *CURRENT SURVEY CONTROL
 GA2292  ___________________________________________________________________
 GA2292* NAD 83(1986)-  36 20 14.     (N)    083 34 43.     (W)     SCALED    
 GA2292* NAVD 88     -       344.755  (meters)    1131.08   (feet)  ADJUSTED  
 GA2292  ___________________________________________________________________
 GA2292  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2292  DYNAMIC HT  -         344.444 (meters)    1130.06  (feet)  COMP
 GA2292  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 GA2292
 GA2292  VERT ORDER  -  SECOND    CLASS 0
 GA2292
 GA2292.The horizontal coordinates were scaled from a topographic map and have
 GA2292.an estimated accuracy of +/- 6 seconds.
 GA2292
 GA2292.The orthometric height was determined by differential leveling
 GA2292.and adjusted by the National Geodetic Survey in June 1991..
 GA2292
 GA2292.The geoid height was determined by GEOID03.
 GA2292
 GA2292.The dynamic height is computed by dividing the NAVD 88
 GA2292.geopotential number by the normal gravity value computed on the
 GA2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2292.degrees latitude (g = 980.6199 gals.).
 GA2292
 GA2292.The modeled gravity was interpolated from observed gravity values.
 GA2292
 GA2292;                    North         East    Units  Estimated Accuracy
 GA2292;SPC TN       -   225,020.      817,360.      MT  (+/- 180 meters Scaled)
 GA2292
 GA2292                          SUPERSEDED SURVEY CONTROL
 GA2292
 GA2292  NGVD 29 (??/??/92)  344.828  (m)         1131.32   (f) ADJ UNCH    2 0
 GA2292
 GA2292.Superseded values are not recommended for survey control.
 GA2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2292.See file dsdata.txt to determine how the superseded data were derived.
 GA2292
 GA2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685244(NAD 83)
 GA2292_MARKER: DB = BENCH MARK DISK
 GA2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2292_STAMPING: X 45 1934
 GA2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2292+STABILITY: SURFACE MOTION
 GA2292
 GA2292  HISTORY     - Date     Condition        Report By
 GA2292  HISTORY     - 1934     MONUMENTED       CGS
 GA2292  HISTORY     - 1950     GOOD             NGS
 GA2292
 GA2292                          STATION DESCRIPTION
 GA2292
 GA2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2292'AT WILLIAMS SPRINGS.
 GA2292'AT WILLIAMS SPRINGS, GRAINGER COUNTY, ON THE SOUTHERN RAILWAY,
 GA2292'16.6 FEET NORTHEAST OF MILEPOST 38, 71 FEET SOUTHWEST OF THE
 GA2292'CENTER OF THE INTERSECTION OF THE LIBERTY HILL-DUTCH ROAD AND
 GA2292'A T-ROAD LEADING NORTH TO A LARGE BARN AND A MILKHOUSE, 50 FEET
 GA2292'SOUTHWEST OF A LONE CHIMNEY, 27 FEET NORTH OF CULVERT 38.0,
 GA2292'19 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 61.4 FEET
 GA2292'SOUTH OF A NAIL AND BOTTLE CAP IN A TELEPHONE POLE, 0.5 FOOT
 GA2292'NORTHWEST OF THE FENCE LINE AT THE ROAD INTERSECTION, AND 1.4
 GA2292'FEET WEST OF A NAIL AND BOTTLE CAP IN THE CORNER POST.  A
 GA2292'STANDARD DISK, STAMPED X 45 1934 AND SET IN THE TOP OF A CONCRETE
 GA2292'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1742 ***********************************************************************
 FB1742  DESIGNATION -  X 46 RESET
 FB1742  PID         -  FB1742
 FB1742  STATE/COUNTY-  TN/SEVIER
 FB1742  USGS QUAD   -  PIGEON FORGE (1970)
 FB1742
 FB1742                         *CURRENT SURVEY CONTROL
 FB1742  ___________________________________________________________________
 FB1742* NAD 83(1986)-  35 51 54.     (N)    083 33 51.     (W)     SCALED    
 FB1742* NAVD 88     -       276.83   (+/-2cm)     908.2    (feet)  VERTCON   
 FB1742  ___________________________________________________________________
 FB1742  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1742
 FB1742  VERT ORDER  -  THIRD (See Below)
 FB1742
 FB1742.The horizontal coordinates were scaled from a topographic map and have
 FB1742.an estimated accuracy of +/- 6 seconds.
 FB1742
 FB1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1742.The vertical order pertains to the NGVD 29 superseded value.
 FB1742
 FB1742.The geoid height was determined by GEOID03.
 FB1742
 FB1742;                    North         East    Units  Estimated Accuracy
 FB1742;SPC TN       -   172,670.      819,960.      MT  (+/- 180 meters Scaled)
 FB1742
 FB1742                          SUPERSEDED SURVEY CONTROL
 FB1742
 FB1742  NGVD 29 (??/??/??)  276.97   (m)          908.7    (f) RESET       3  
 FB1742
 FB1742.Superseded values are not recommended for survey control.
 FB1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1742.See file dsdata.txt to determine how the superseded data were derived.
 FB1742
 FB1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV684720(NAD 83)
 FB1742_MARKER: DD = SURVEY DISK
 FB1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1742_STAMPING: X 46 RESET 1950
 FB1742_MARK LOGO: TVA   
 FB1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1742+STABILITY: SURFACE MOTION
 FB1742
 FB1742  HISTORY     - Date     Condition        Report By
 FB1742  HISTORY     - 1950     MONUMENTED       TVA
 FB1742  HISTORY     - 1972     GOOD             TVA
 FB1742
 FB1742                          STATION DESCRIPTION
 FB1742
 FB1742'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 FB1742'IN SEVIERVILLE.
 FB1742'AT SEVIERVILLE, SEVIER COUNTY, ON STATE HIGHWAY 71, 10.4 FEET
 FB1742'WEST OF THE WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF
 FB1742'THE HIGHWAY, 2.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FB1742'FIRST BAPTIST CHURCH, 4.2 FEET NORTHWEST OF THE NORTHEAST CORNER
 FB1742'OF WALL ON NORTH SIDE OF STEPS NEAR THE NORTHEAST CORNER OF THE
 FB1742'CHURCH, AND 26.3 FEET FROM THE NORTHEAST CORNER OF OFFSET ON
 FB1742'NORTH SIDE OF CHURCH.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1742'STAMPED X 46 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FB1742'WITH THE GROUND.
 FB1742
 FB1742                          STATION RECOVERY (1972)
 FB1742
 FB1742'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1791 ***********************************************************************
 FB1791  DESIGNATION -  X 47
 FB1791  PID         -  FB1791
 FB1791  STATE/COUNTY-  TN/SEVIER
 FB1791  USGS QUAD   -  PIGEON FORGE (1970)
 FB1791
 FB1791                         *CURRENT SURVEY CONTROL
 FB1791  ___________________________________________________________________
 FB1791* NAD 83(1986)-  35 46 11.     (N)    083 31 47.     (W)     SCALED    
 FB1791* NAVD 88     -       324.287  (meters)    1063.93   (feet)  ADJUSTED  
 FB1791  ___________________________________________________________________
 FB1791  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FB1791  DYNAMIC HT  -         323.976 (meters)    1062.91  (feet)  COMP
 FB1791  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FB1791
 FB1791  VERT ORDER  -  SECOND    CLASS 0
 FB1791
 FB1791.The horizontal coordinates were scaled from a topographic map and have
 FB1791.an estimated accuracy of +/- 6 seconds.
 FB1791
 FB1791.The orthometric height was determined by differential leveling
 FB1791.and adjusted by the National Geodetic Survey in June 1991..
 FB1791
 FB1791.The geoid height was determined by GEOID03.
 FB1791
 FB1791.The dynamic height is computed by dividing the NAVD 88
 FB1791.geopotential number by the normal gravity value computed on the
 FB1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1791.degrees latitude (g = 980.6199 gals.).
 FB1791
 FB1791.The modeled gravity was interpolated from observed gravity values.
 FB1791
 FB1791;                    North         East    Units  Estimated Accuracy
 FB1791;SPC TN       -   162,190.      823,340.      MT  (+/- 180 meters Scaled)
 FB1791
 FB1791                          SUPERSEDED SURVEY CONTROL
 FB1791
 FB1791  NGVD 29 (??/??/92)  324.404  (m)         1064.32   (f) ADJ UNCH    2 0
 FB1791
 FB1791.Superseded values are not recommended for survey control.
 FB1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1791.See file dsdata.txt to determine how the superseded data were derived.
 FB1791
 FB1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV713613(NAD 83)
 FB1791_MARKER: DB = BENCH MARK DISK
 FB1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1791_STAMPING: X 47 1934
 FB1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1791+STABILITY: SURFACE MOTION
 FB1791
 FB1791  HISTORY     - Date     Condition        Report By
 FB1791  HISTORY     - 1934     MONUMENTED       CGS
 FB1791  HISTORY     - 1949     GOOD             NGS
 FB1791  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1791
 FB1791                          STATION DESCRIPTION
 FB1791
 FB1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1791'2.1 MI S FROM PIGEON FORGE.
 FB1791'2.1 MILES SOUTH ALONG STATE HIGHWAY 71 FROM PIGEON FORGE, SOUTHWEST
 FB1791'OF ARLIE OGLE CRAFT SHOP, 30 FEET SOUTHWEST OF THE SHOP, AND
 FB1791'HALFWAY BETWEEN TELEPHONE POLES 1389 AND 1391, 31.5 FEET EAST OF
 FB1791'THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF A FENCE CORNER,
 FB1791'AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK STAMPED X 47 1934
 FB1791'AND SET IN THE TOP OF A CONCRETE POST.
 FB1791
 FB1791                          STATION RECOVERY (1972)
 FB1791
 FB1791'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0981 ***********************************************************************
 GB0981  DESIGNATION -  X 48
 GB0981  PID         -  GB0981
 GB0981  STATE/COUNTY-  TN/MORGAN
 GB0981  USGS QUAD   -  RUGBY (1984)
 GB0981
 GB0981                         *CURRENT SURVEY CONTROL
 GB0981  ___________________________________________________________________
 GB0981* NAD 83(1986)-  36 20 36.     (N)    084 43 28.     (W)     SCALED    
 GB0981* NAVD 88     -       444.705  (meters)    1459.00   (feet)  ADJUSTED  
 GB0981  ___________________________________________________________________
 GB0981  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0981  DYNAMIC HT  -         444.322 (meters)    1457.75  (feet)  COMP
 GB0981  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 GB0981
 GB0981  VERT ORDER  -  SECOND    CLASS 0
 GB0981
 GB0981.The horizontal coordinates were scaled from a topographic map and have
 GB0981.an estimated accuracy of +/- 6 seconds.
 GB0981
 GB0981.The orthometric height was determined by differential leveling
 GB0981.and adjusted by the National Geodetic Survey in June 1991..
 GB0981
 GB0981.The geoid height was determined by GEOID03.
 GB0981
 GB0981.The dynamic height is computed by dividing the NAVD 88
 GB0981.geopotential number by the normal gravity value computed on the
 GB0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0981.degrees latitude (g = 980.6199 gals.).
 GB0981
 GB0981.The modeled gravity was interpolated from observed gravity values.
 GB0981
 GB0981;                    North         East    Units  Estimated Accuracy
 GB0981;SPC TN       -   223,760.      714,500.      MT  (+/- 180 meters Scaled)
 GB0981
 GB0981                          SUPERSEDED SURVEY CONTROL
 GB0981
 GB0981  NGVD 29 (??/??/92)  444.823  (m)         1459.39   (f) ADJ UNCH    2 0
 GB0981
 GB0981.Superseded values are not recommended for survey control.
 GB0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0981.See file dsdata.txt to determine how the superseded data were derived.
 GB0981
 GB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF042244(NAD 83)
 GB0981_MARKER: DB = BENCH MARK DISK
 GB0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0981_STAMPING: X 48 1934
 GB0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0981+STABILITY: SURFACE MOTION
 GB0981
 GB0981  HISTORY     - Date     Condition        Report By
 GB0981  HISTORY     - 1934     MONUMENTED       CGS
 GB0981  HISTORY     - 1935     GOOD             NGS
 GB0981
 GB0981                          STATION DESCRIPTION
 GB0981
 GB0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0981'10.3 MI E FROM ALLARDT.
 GB0981'IN MORGAN COUNTY, 10.3 MILES EAST ALONG STATE HIGHWAY 52 FROM
 GB0981'ALLARDT, FENTRESS COUNTY, IN FRONT OF THE SCHOOL AT BREWSTERTOWN,
 GB0981'110 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 GB0981'AND 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GB0981'DISK, STAMPED X 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0981'NOTE-- THE NUMBERS STAMPED ON THE MARK ARE EVIDENTLY OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0552 ***********************************************************************
 GB0552  DESIGNATION -  X 49
 GB0552  PID         -  GB0552
 GB0552  STATE/COUNTY-  TN/CAMPBELL
 GB0552  USGS QUAD   -  PIONEER (1979)
 GB0552
 GB0552                         *CURRENT SURVEY CONTROL
 GB0552  ___________________________________________________________________
 GB0552* NAD 83(1986)-  36 23 44.     (N)    084 16 57.     (W)     SCALED    
 GB0552* NAVD 88     -       438.223  (meters)    1437.74   (feet)  ADJUSTED  
 GB0552  ___________________________________________________________________
 GB0552  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB0552  DYNAMIC HT  -         437.830 (meters)    1436.45  (feet)  COMP
 GB0552  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 GB0552
 GB0552  VERT ORDER  -  SECOND    CLASS 0
 GB0552
 GB0552.The horizontal coordinates were scaled from a topographic map and have
 GB0552.an estimated accuracy of +/- 6 seconds.
 GB0552
 GB0552.The orthometric height was determined by differential leveling
 GB0552.and adjusted by the National Geodetic Survey in June 1991..
 GB0552
 GB0552.The geoid height was determined by GEOID03.
 GB0552
 GB0552.The dynamic height is computed by dividing the NAVD 88
 GB0552.geopotential number by the normal gravity value computed on the
 GB0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0552.degrees latitude (g = 980.6199 gals.).
 GB0552
 GB0552.The modeled gravity was interpolated from observed gravity values.
 GB0552
 GB0552;                    North         East    Units  Estimated Accuracy
 GB0552;SPC TN       -   230,160.      754,070.      MT  (+/- 180 meters Scaled)
 GB0552
 GB0552                          SUPERSEDED SURVEY CONTROL
 GB0552
 GB0552  NGVD 29 (??/??/92)  438.322  (m)         1438.06   (f) ADJ UNCH    2 0
 GB0552
 GB0552.Superseded values are not recommended for survey control.
 GB0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0552.See file dsdata.txt to determine how the superseded data were derived.
 GB0552
 GB0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF437312(NAD 83)
 GB0552_MARKER: DB = BENCH MARK DISK
 GB0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0552_STAMPING: X 49 1934
 GB0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0552+STABILITY: SURFACE MOTION
 GB0552
 GB0552  HISTORY     - Date     Condition        Report By
 GB0552  HISTORY     - 1934     MONUMENTED       CGS
 GB0552  HISTORY     - 1961     GOOD             NGS
 GB0552
 GB0552                          STATION DESCRIPTION
 GB0552
 GB0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0552'1.7 MI W FROM TURLEY.
 GB0552'1.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM TURLEY, CAMPBELL
 GB0552'COUNTY, 16 RAILS NORTH OF MILEPOST 46, OPPOSITE A SWITCH BLOCK,
 GB0552'AND 18 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED X 49 1934
 GB0552'AND SET IN THE TOP OF A CONCRETE POST.
 GB0552
 GB0552                          STATION RECOVERY (1961)
 GB0552
 GB0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0596 ***********************************************************************
 GB0596  DESIGNATION -  X 50
 GB0596  PID         -  GB0596
 GB0596  STATE/COUNTY-  TN/CAMPBELL
 GB0596  USGS QUAD   -  IVYDELL (1973)
 GB0596
 GB0596                         *CURRENT SURVEY CONTROL
 GB0596  ___________________________________________________________________
 GB0596* NAD 83(1986)-  36 22 51.     (N)    084 07 38.     (W)     SCALED    
 GB0596* NAVD 88     -       346.057  (meters)    1135.36   (feet)  ADJUSTED  
 GB0596  ___________________________________________________________________
 GB0596  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0596  DYNAMIC HT  -         345.747 (meters)    1134.34  (feet)  COMP
 GB0596  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GB0596
 GB0596  VERT ORDER  -  SECOND    CLASS 0
 GB0596
 GB0596.The horizontal coordinates were scaled from a topographic map and have
 GB0596.an estimated accuracy of +/- 6 seconds.
 GB0596
 GB0596.The orthometric height was determined by differential leveling
 GB0596.and adjusted by the National Geodetic Survey in June 1991..
 GB0596
 GB0596.The geoid height was determined by GEOID03.
 GB0596
 GB0596.The dynamic height is computed by dividing the NAVD 88
 GB0596.geopotential number by the normal gravity value computed on the
 GB0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0596.degrees latitude (g = 980.6199 gals.).
 GB0596
 GB0596.The modeled gravity was interpolated from observed gravity values.
 GB0596
 GB0596;                    North         East    Units  Estimated Accuracy
 GB0596;SPC TN       -   228,780.      768,030.      MT  (+/- 180 meters Scaled)
 GB0596
 GB0596                          SUPERSEDED SURVEY CONTROL
 GB0596
 GB0596  NGVD 29 (??/??/92)  346.178  (m)         1135.75   (f) ADJ UNCH    2 0
 GB0596
 GB0596.Superseded values are not recommended for survey control.
 GB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0596.See file dsdata.txt to determine how the superseded data were derived.
 GB0596
 GB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF576300(NAD 83)
 GB0596_MARKER: DB = BENCH MARK DISK
 GB0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0596_STAMPING: X 50 1934
 GB0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0596+STABILITY: SURFACE MOTION
 GB0596
 GB0596  HISTORY     - Date     Condition        Report By
 GB0596  HISTORY     - 1934     MONUMENTED       CGS
 GB0596  HISTORY     - 1949     GOOD             NGS
 GB0596
 GB0596                          STATION DESCRIPTION
 GB0596
 GB0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0596'AT LA FOLLETTE.
 GB0596'AT LA FOLLETTE, CAMPBELL COUNTY, 55 FEET NORTHEAST OF THE
 GB0596'NORTHEAST CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0596'STATION, AT MILEPOST L 224, IN THE SOUTHWEST CORNER OF A PARKWAY,
 GB0596'7 FEET EAST OF A LOADING PLATFORM, AND 2 FEET NORTH OF THE
 GB0596'SIDEWALK.  A STANDARD DISK, STAMPED X 50 1934 AND SET IN THE
 GB0596'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0468 ***********************************************************************
 GB0468  DESIGNATION -  X 51
 GB0468  PID         -  GB0468
 GB0468  STATE/COUNTY-  TN/KNOX
 GB0468  USGS QUAD   -  POWELL (1976)
 GB0468
 GB0468                         *CURRENT SURVEY CONTROL
 GB0468  ___________________________________________________________________
 GB0468* NAD 83(1986)-  36 02 44.     (N)    084 03 04.     (W)     SCALED    
 GB0468* NAVD 88     -       326.087  (meters)    1069.84   (feet)  ADJUSTED  
 GB0468  ___________________________________________________________________
 GB0468  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0468  DYNAMIC HT  -         325.784 (meters)    1068.84  (feet)  COMP
 GB0468  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 GB0468
 GB0468  VERT ORDER  -  FIRST     CLASS I
 GB0468
 GB0468.The horizontal coordinates were scaled from a topographic map and have
 GB0468.an estimated accuracy of +/- 6 seconds.
 GB0468
 GB0468.The orthometric height was determined by differential leveling
 GB0468.and adjusted by the National Geodetic Survey in June 1991..
 GB0468
 GB0468.The geoid height was determined by GEOID03.
 GB0468
 GB0468.The dynamic height is computed by dividing the NAVD 88
 GB0468.geopotential number by the normal gravity value computed on the
 GB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0468.degrees latitude (g = 980.6199 gals.).
 GB0468
 GB0468.The modeled gravity was interpolated from observed gravity values.
 GB0468
 GB0468;                    North         East    Units  Estimated Accuracy
 GB0468;SPC TN       -   191,720.      775,600.      MT  (+/- 180 meters Scaled)
 GB0468
 GB0468                          SUPERSEDED SURVEY CONTROL
 GB0468
 GB0468  NGVD 29 (??/??/92)  326.199  (m)         1070.20   (f) ADJ UNCH    1 1
 GB0468
 GB0468.Superseded values are not recommended for survey control.
 GB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0468.See file dsdata.txt to determine how the superseded data were derived.
 GB0468
 GB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE656930(NAD 83)
 GB0468_MARKER: DB = BENCH MARK DISK
 GB0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0468_STAMPING: X 51 1934
 GB0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0468+STABILITY: SURFACE MOTION
 GB0468
 GB0468  HISTORY     - Date     Condition        Report By
 GB0468  HISTORY     - 1934     MONUMENTED       CGS
 GB0468  HISTORY     - 1967     GOOD             NGS
 GB0468  HISTORY     - 1973     GOOD             TVA
 GB0468
 GB0468                          STATION DESCRIPTION
 GB0468
 GB0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0468'1.8 MI W FROM POWELL.
 GB0468'ABOUT 1.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0468'AT POWELL, 167 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 GB0468'COPELAND DRIVE, 135 FEET SOUTHEAST OF MILEPOST 10, 25.7 FEET
 GB0468'NORTHEAST OF THE NORTHEAST RAIL, 25 FEET SOUTHWEST OF THE CENTER
 GB0468'LINE OF THE DRIVE, 5 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1.1
 GB0468'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GB0468'TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL
 GB0468'OF THE GROUND.
 GB0468
 GB0468                          STATION RECOVERY (1973)
 GB0468
 GB0468'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0374 ***********************************************************************
 GA0374  DESIGNATION -  X 52 RESET
 GA0374  PID         -  GA0374
 GA0374  STATE/COUNTY-  TN/UNICOI
 GA0374  USGS QUAD   -  ERWIN (1971)
 GA0374
 GA0374                         *CURRENT SURVEY CONTROL
 GA0374  ___________________________________________________________________
 GA0374* NAD 83(1986)-  36 08 42.     (N)    082 25 00.     (W)     SCALED    
 GA0374* NAVD 88     -       509.64   (meters)    1672.0    (feet)  RESET     
 GA0374  ___________________________________________________________________
 GA0374  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA0374
 GA0374  VERT ORDER  -  THIRD
 GA0374
 GA0374.The horizontal coordinates were scaled from a topographic map and have
 GA0374.an estimated accuracy of +/- 6 seconds.
 GA0374
 GA0374.The orthometric height was computed from unverified reset data.
 GA0374.No vertical observational check was made to the station.
 GA0374
 GA0374.The geoid height was determined by GEOID03.
 GA0374
 GA0374;                    North         East    Units  Estimated Accuracy
 GA0374;SPC TN       -   206,910.      922,410.      MT  (+/- 180 meters Scaled)
 GA0374
 GA0374                          SUPERSEDED SURVEY CONTROL
 GA0374
 GA0374  NGVD 29 (10/12/01)  509.77   (m)         1672.5    (f) RESET       3  
 GA0374
 GA0374.Superseded values are not recommended for survey control.
 GA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0374.See file dsdata.txt to determine how the superseded data were derived.
 GA0374
 GA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA725009(NAD 83)
 GA0374_MARKER: DB = BENCH MARK DISK
 GA0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0374_SP_SET: WALL
 GA0374_STAMPING: X 52 RESET 1974
 GA0374_MARK LOGO: NGS   
 GA0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0374
 GA0374  HISTORY     - Date     Condition        Report By
 GA0374  HISTORY     - 1974     MONUMENTED       NGS
 GA0374
 GA0374                          STATION DESCRIPTION
 GA0374
 GA0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GA0374'AT ERWIN.
 GA0374'NEAR THE CENTER OF ERWIN, SET IN A DRILL HOLE IN THE TOP OF A
 GA0374'LOW CONCRETE RETAINING WALL, 62 FEET EAST OF THE CENTERLINE OF
 GA0374'MAIN AVE., 13 FEET NORTHWEST OF THE NORTHWEST CORNER OF ANNEX TO
 GA0374'UNICOI COUNTY COURTHOUSE, 45 FEET NORTH OF ENTRANCE TO ANNEX, 2
 GA0374'FEET EAST OF THE WEST END OF THE WALL AND 238 FEET NORTH OF THE
 GA0374'CENTERLINE OF GAY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0358 ***********************************************************************
 FC0358  DESIGNATION -  X 53
 FC0358  PID         -  FC0358
 FC0358  STATE/COUNTY-  TN/MONROE
 FC0358  USGS QUAD   -  ENGLEWOOD (1980)
 FC0358
 FC0358                         *CURRENT SURVEY CONTROL
 FC0358  ___________________________________________________________________
 FC0358* NAD 83(1986)-  35 27 58.     (N)    084 26 14.     (W)     SCALED    
 FC0358* NAVD 88     -       281.919  (meters)     924.93   (feet)  ADJUSTED  
 FC0358  ___________________________________________________________________
 FC0358  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0358  DYNAMIC HT  -         281.647 (meters)     924.04  (feet)  COMP
 FC0358  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 FC0358
 FC0358  VERT ORDER  -  SECOND    CLASS 0
 FC0358
 FC0358.The horizontal coordinates were scaled from a topographic map and have
 FC0358.an estimated accuracy of +/- 6 seconds.
 FC0358
 FC0358.The orthometric height was determined by differential leveling
 FC0358.and adjusted by the National Geodetic Survey in June 1991..
 FC0358
 FC0358.The geoid height was determined by GEOID03.
 FC0358
 FC0358.The dynamic height is computed by dividing the NAVD 88
 FC0358.geopotential number by the normal gravity value computed on the
 FC0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0358.degrees latitude (g = 980.6199 gals.).
 FC0358
 FC0358.The modeled gravity was interpolated from observed gravity values.
 FC0358
 FC0358;                    North         East    Units  Estimated Accuracy
 FC0358;SPC TN       -   126,810.      741,840.      MT  (+/- 180 meters Scaled)
 FC0358
 FC0358                          SUPERSEDED SURVEY CONTROL
 FC0358
 FC0358  NGVD 29 (??/??/92)  281.999  (m)          925.19   (f) ADJ UNCH    2 0
 FC0358
 FC0358.Superseded values are not recommended for survey control.
 FC0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0358.See file dsdata.txt to determine how the superseded data were derived.
 FC0358
 FC0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE325277(NAD 83)
 FC0358_MARKER: DB = BENCH MARK DISK
 FC0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0358_STAMPING: X 53 1934
 FC0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0358+STABILITY: SURFACE MOTION
 FC0358
 FC0358  HISTORY     - Date     Condition        Report By
 FC0358  HISTORY     - 1934     MONUMENTED       CGS
 FC0358  HISTORY     - 1949     GOOD             NGS
 FC0358
 FC0358                          STATION DESCRIPTION
 FC0358
 FC0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0358'4.1 MI NE FROM ENGLEWOOD.
 FC0358'IN MONROE COUNTY, 4.1 MILES NORTHEAST ALONG THE LOUISVILLE AND
 FC0358'NASHVILLE RAILROAD FROM ENGLEWOOD, MC MINN COUNTY, 0.5 MILE
 FC0358'NORTHEAST OF MILEPOST 323, ON THE PROPERTY OF J.H. HICKS, 40
 FC0358'FEET SOUTHWEST OF A WHISTLE POST, 50 FEET NORTHWEST OF THE
 FC0358'CENTERLINE OF THE TRACK, AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 FC0358'FENCE.  A STANDARD DISK, STAMPED X 53 1934 AND SET IN THE TOP OF
 FC0358'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1895 ***********************************************************************
 GA1895  DESIGNATION -  X 54
 GA1895  PID         -  GA1895
 GA1895  STATE/COUNTY-  TN/HAWKINS
 GA1895  USGS QUAD   -  CAMELOT (1976)
 GA1895
 GA1895                         *CURRENT SURVEY CONTROL
 GA1895  ___________________________________________________________________
 GA1895* NAD 83(1986)-  36 24 12.     (N)    083 00 23.     (W)     SCALED    
 GA1895* NAVD 88     -       394.687  (meters)    1294.90   (feet)  ADJUSTED  
 GA1895  ___________________________________________________________________
 GA1895  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1895  DYNAMIC HT  -         394.327 (meters)    1293.72  (feet)  COMP
 GA1895  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 GA1895
 GA1895  VERT ORDER  -  SECOND    CLASS 0
 GA1895
 GA1895.The horizontal coordinates were scaled from a topographic map and have
 GA1895.an estimated accuracy of +/- 6 seconds.
 GA1895
 GA1895.The orthometric height was determined by differential leveling
 GA1895.and adjusted by the National Geodetic Survey in June 1991..
 GA1895
 GA1895.The geoid height was determined by GEOID03.
 GA1895
 GA1895.The dynamic height is computed by dividing the NAVD 88
 GA1895.geopotential number by the normal gravity value computed on the
 GA1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1895.degrees latitude (g = 980.6199 gals.).
 GA1895
 GA1895.The modeled gravity was interpolated from observed gravity values.
 GA1895
 GA1895;                    North         East    Units  Estimated Accuracy
 GA1895;SPC TN       -   233,780.      868,490.      MT  (+/- 180 meters Scaled)
 GA1895
 GA1895                          SUPERSEDED SURVEY CONTROL
 GA1895
 GA1895  NGVD 29 (??/??/92)  394.838  (m)         1295.40   (f) ADJ UNCH    2 0
 GA1895
 GA1895.Superseded values are not recommended for survey control.
 GA1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1895.See file dsdata.txt to determine how the superseded data were derived.
 GA1895
 GA1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200305(NAD 83)
 GA1895_MARKER: DB = BENCH MARK DISK
 GA1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1895_STAMPING: X 54 1934
 GA1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1895+STABILITY: SURFACE MOTION
 GA1895
 GA1895  HISTORY     - Date     Condition        Report By
 GA1895  HISTORY     - 1934     MONUMENTED       CGS
 GA1895  HISTORY     - 1949     GOOD             NGS
 GA1895  HISTORY     - 20040606 GOOD             GEOCAC
 GA1895
 GA1895                          STATION DESCRIPTION
 GA1895
 GA1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1895'AT ROGERSVILLE.
 GA1895'AT ROGERSVILLE, AT THE HIGH SCHOOL BUILDING, 45 FEET NORTH OF THE
 GA1895'MAIN ENTRANCE, 270 FEET SOUTH OF THE SIDEWALK ALONG STATE
 GA1895'HIGHWAYS 66 AND 70, AT THE BEGINNING OF A DOUBLE WALK, AND IN
 GA1895'THE MIDDLE OF THE SIDEWALK LEADING TO THE ENTRANCE.  A STANDARD
 GA1895'DISK, STAMPED X 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA1895'ABOUT FLUSH WITH THE GROUND.
 GA1895
 GA1895                          STATION RECOVERY (2004)
 GA1895
 GA1895'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1880 ***********************************************************************
 GA1880  DESIGNATION -  X 55
 GA1880  PID         -  GA1880
 GA1880  STATE/COUNTY-  TN/GREENE
 GA1880  USGS QUAD   -  MOHAWK (1980)
 GA1880
 GA1880                         *CURRENT SURVEY CONTROL
 GA1880  ___________________________________________________________________
 GA1880* NAD 83(1986)-  36 14 28.     (N)    083 04 40.     (W)     SCALED    
 GA1880* NAVD 88     -       364.170  (meters)    1194.78   (feet)  ADJUSTED  
 GA1880  ___________________________________________________________________
 GA1880  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1880  DYNAMIC HT  -         363.835 (meters)    1193.68  (feet)  COMP
 GA1880  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA1880
 GA1880  VERT ORDER  -  SECOND    CLASS 0
 GA1880
 GA1880.The horizontal coordinates were scaled from a topographic map and have
 GA1880.an estimated accuracy of +/- 6 seconds.
 GA1880
 GA1880.The orthometric height was determined by differential leveling
 GA1880.and adjusted by the National Geodetic Survey in June 1991..
 GA1880
 GA1880.The geoid height was determined by GEOID03.
 GA1880
 GA1880.The dynamic height is computed by dividing the NAVD 88
 GA1880.geopotential number by the normal gravity value computed on the
 GA1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1880.degrees latitude (g = 980.6199 gals.).
 GA1880
 GA1880.The modeled gravity was interpolated from observed gravity values.
 GA1880
 GA1880;                    North         East    Units  Estimated Accuracy
 GA1880;SPC TN       -   215,590.      862,630.      MT  (+/- 180 meters Scaled)
 GA1880
 GA1880                          SUPERSEDED SURVEY CONTROL
 GA1880
 GA1880  NGVD 29 (??/??/92)  364.322  (m)         1195.28   (f) ADJ UNCH    2 0
 GA1880
 GA1880.Superseded values are not recommended for survey control.
 GA1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1880.See file dsdata.txt to determine how the superseded data were derived.
 GA1880
 GA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA132126(NAD 83)
 GA1880_MARKER: DB = BENCH MARK DISK
 GA1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1880_STAMPING: X 55 1934
 GA1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1880+STABILITY: SURFACE MOTION
 GA1880
 GA1880  HISTORY     - Date     Condition        Report By
 GA1880  HISTORY     - 1934     MONUMENTED       CGS
 GA1880  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1880
 GA1880                          STATION DESCRIPTION
 GA1880
 GA1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1880'1.1 MI SE FROM BULLS GAP.
 GA1880'IN GREENE COUNTY, 1.1 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GA1880'FROM THE STATION AT BULLS GAP, AT MILEAGE 74.8, 18 FEET NORTH
 GA1880'OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET WEST OF A POLE.  A
 GA1880'STANDARD DISK, STAMPED X 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA1880'POST.
 GA1880
 GA1880                          STATION RECOVERY (1950)
 GA1880
 GA1880'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1397 ***********************************************************************
 GA1397  DESIGNATION -  X 57
 GA1397  PID         -  GA1397
 GA1397  STATE/COUNTY-  TN/SULLIVAN
 GA1397  USGS QUAD   -  KINGSPORT (1991)
 GA1397
 GA1397                         *CURRENT SURVEY CONTROL
 GA1397  ___________________________________________________________________
 GA1397* NAD 83(1986)-  36 32 55.     (N)    082 33 13.     (W)     SCALED    
 GA1397* NAVD 88     -       379.639  (meters)    1245.53   (feet)  ADJUSTED  
 GA1397  ___________________________________________________________________
 GA1397  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1397  DYNAMIC HT  -         379.298 (meters)    1244.41  (feet)  COMP
 GA1397  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GA1397
 GA1397  VERT ORDER  -  SECOND    CLASS 0
 GA1397
 GA1397.The horizontal coordinates were scaled from a topographic map and have
 GA1397.an estimated accuracy of +/- 6 seconds.
 GA1397
 GA1397.The orthometric height was determined by differential leveling
 GA1397.and adjusted by the National Geodetic Survey in June 1991..
 GA1397
 GA1397.The geoid height was determined by GEOID03.
 GA1397
 GA1397.The dynamic height is computed by dividing the NAVD 88
 GA1397.geopotential number by the normal gravity value computed on the
 GA1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1397.degrees latitude (g = 980.6199 gals.).
 GA1397
 GA1397.The modeled gravity was interpolated from observed gravity values.
 GA1397
 GA1397;                    North         East    Units  Estimated Accuracy
 GA1397;SPC TN       -   251,220.      908,520.      MT  (+/- 180 meters Scaled)
 GA1397
 GA1397                          SUPERSEDED SURVEY CONTROL
 GA1397
 GA1397.No superseded survey control is available for this station.
 GA1397
 GA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA609459(NAD 83)
 GA1397_MARKER: DB = BENCH MARK DISK
 GA1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1397_STAMPING: X 57 1934
 GA1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1397+STABILITY: SURFACE MOTION
 GA1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1397+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 GA1397
 GA1397  HISTORY     - Date     Condition        Report By
 GA1397  HISTORY     - 1934     MONUMENTED       CGS
 GA1397  HISTORY     - 20051005 GOOD             GEOCAC
 GA1397
 GA1397                          STATION DESCRIPTION
 GA1397
 GA1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1397'IN KINGSPORT.
 GA1397'AT KINGSPORT, SULLIVAN COUNTY, AT THE GRADE SCHOOL ON SEVER
 GA1397'STREET, 10 FEET EAST OF THE EAST LINE OF THE SCHOOL, AND ABOUT 30
 GA1397'FEET SOUTH OF THE CENTERLINE OF THE STREET.  A STANDARD DISK
 GA1397'STAMPED X 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA1397
 GA1397                          STATION RECOVERY (2005)
 GA1397
 GA1397'RECOVERY NOTE BY GEOCACHING 2005 (CV)
 GA1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1066 ***********************************************************************
 FZ1066  DESIGNATION -  X 58
 FZ1066  PID         -  FZ1066
 FZ1066  STATE/COUNTY-  TN/JOHNSON
 FZ1066  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1066
 FZ1066                         *CURRENT SURVEY CONTROL
 FZ1066  ___________________________________________________________________
 FZ1066* NAD 83(1986)-  36 34 52.     (N)    081 45 14.     (W)     SCALED    
 FZ1066* NAVD 88     -       706.431  (meters)    2317.68   (feet)  ADJUSTED  
 FZ1066  ___________________________________________________________________
 FZ1066  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ1066  DYNAMIC HT  -         705.746 (meters)    2315.43  (feet)  COMP
 FZ1066  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 FZ1066
 FZ1066  VERT ORDER  -  SECOND    CLASS 0
 FZ1066
 FZ1066.The horizontal coordinates were scaled from a topographic map and have
 FZ1066.an estimated accuracy of +/- 6 seconds.
 FZ1066
 FZ1066.The orthometric height was determined by differential leveling
 FZ1066.and adjusted by the National Geodetic Survey in June 1991..
 FZ1066
 FZ1066.The geoid height was determined by GEOID03.
 FZ1066
 FZ1066.The dynamic height is computed by dividing the NAVD 88
 FZ1066.geopotential number by the normal gravity value computed on the
 FZ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1066.degrees latitude (g = 980.6199 gals.).
 FZ1066
 FZ1066.The modeled gravity was interpolated from observed gravity values.
 FZ1066
 FZ1066;                    North         East    Units  Estimated Accuracy
 FZ1066;SPC TN       -   257,640.      979,910.      MT  (+/- 180 meters Scaled)
 FZ1066
 FZ1066                          SUPERSEDED SURVEY CONTROL
 FZ1066
 FZ1066  NGVD 29 (??/??/92)  706.496  (m)         2317.90   (f) ADJ UNCH    2 0
 FZ1066
 FZ1066.Superseded values are not recommended for survey control.
 FZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1066.See file dsdata.txt to determine how the superseded data were derived.
 FZ1066
 FZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA325486(NAD 83)
 FZ1066_MARKER: DB = BENCH MARK DISK
 FZ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1066_STAMPING: 2318.076 X 58 1934
 FZ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1066+STABILITY: SURFACE MOTION
 FZ1066
 FZ1066  HISTORY     - Date     Condition        Report By
 FZ1066  HISTORY     - 1934     MONUMENTED       CGS
 FZ1066
 FZ1066                          STATION DESCRIPTION
 FZ1066
 FZ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1066'1.2 MI N FROM LAUREL BLOOMERY.
 FZ1066'1.2 MILES NORTH ALONG STATE HIGHWAY 91 FROM LAUREL BLOOMERY,
 FZ1066'JOHNSON COUNTY, ACROSS THE HIGHWAY, 31 YARDS SOUTHWEST OF THE
 FZ1066'GATE TO THE HOUSE OF W.R. GENTRY, 20 FEET SOUTHWEST OF A 1-1/2- BY
 FZ1066'6-FOOT CONCRETE BOX CULVERT, 27 FEET NORTHWEST OF THE CENTERLINE
 FZ1066'OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK,
 FZ1066'STAMPED 2318.076 X 58 1934 AND SET IN THE TOP OF A CONCRETE POST
 FZ1066'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0829 ***********************************************************************
 GD0829  DESIGNATION -  X 59
 GD0829  PID         -  GD0829
 GD0829  STATE/COUNTY-  TN/DYER
 GD0829  USGS QUAD   -  TATUMVILLE (1981)
 GD0829
 GD0829                         *CURRENT SURVEY CONTROL
 GD0829  ___________________________________________________________________
 GD0829* NAD 83(1986)-  36 01 43.     (N)    089 11 43.     (W)     SCALED    
 GD0829* NAVD 88     -        84.133  (meters)     276.03   (feet)  ADJUSTED  
 GD0829  ___________________________________________________________________
 GD0829  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0829  DYNAMIC HT  -          84.062 (meters)     275.79  (feet)  COMP
 GD0829  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GD0829
 GD0829  VERT ORDER  -  SECOND    CLASS 0
 GD0829
 GD0829.The horizontal coordinates were scaled from a topographic map and have
 GD0829.an estimated accuracy of +/- 6 seconds.
 GD0829
 GD0829.The orthometric height was determined by differential leveling
 GD0829.and adjusted by the National Geodetic Survey in June 1991..
 GD0829
 GD0829.The geoid height was determined by GEOID03.
 GD0829
 GD0829.The dynamic height is computed by dividing the NAVD 88
 GD0829.geopotential number by the normal gravity value computed on the
 GD0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0829.degrees latitude (g = 980.6199 gals.).
 GD0829
 GD0829.The modeled gravity was interpolated from observed gravity values.
 GD0829
 GD0829;                    North         East    Units  Estimated Accuracy
 GD0829;SPC TN       -   192,790.      312,070.      MT  (+/- 180 meters Scaled)
 GD0829
 GD0829                          SUPERSEDED SURVEY CONTROL
 GD0829
 GD0829  NGVD 29 (??/??/??)   84.120  (m)          275.98   (f) ADJUSTED    2 0
 GD0829
 GD0829.Superseded values are not recommended for survey control.
 GD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0829.See file dsdata.txt to determine how the superseded data were derived.
 GD0829
 GD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE022893(NAD 83)
 GD0829_MARKER: DB = BENCH MARK DISK
 GD0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0829_STAMPING: X 59 1935
 GD0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0829+STABILITY: SURFACE MOTION
 GD0829
 GD0829  HISTORY     - Date     Condition        Report By
 GD0829  HISTORY     - 1935     MONUMENTED       CGS
 GD0829  HISTORY     - 1964     GOOD             CGS
 GD0829  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0829
 GD0829                          STATION DESCRIPTION
 GD0829
 GD0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0829'1 MI S FROM TATUMVILLE.
 GD0829'1.0 MILE SOUTH ALONG STATE HIGHWAY 104 FROM TATUMVILLE, DYER
 GD0829'COUNTY, 120 FEET NORTH OF THE FRANK HOWELLS FARMHOUSE IN 1935,
 GD0829'IN THE NORTHWEST CORNER OF THE YARD, AND 40 FEET SOUTH OF THE
 GD0829'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 59 1935
 GD0829'AND SET IN THE TOP OF A CONCRETE POST.
 GD0829
 GD0829                          STATION RECOVERY (1964)
 GD0829
 GD0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GD0829'RECOVERED IN GOOD CONDITION.
 GD0829
 GD0829                          STATION RECOVERY (2002)
 GD0829
 GD0829'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1382 ***********************************************************************
 FC1382  DESIGNATION -  X 6
 FC1382  PID         -  FC1382
 FC1382  STATE/COUNTY-  TN/FRANKLIN
 FC1382  USGS QUAD   -  SINKING COVE (1982)
 FC1382
 FC1382                         *CURRENT SURVEY CONTROL
 FC1382  ___________________________________________________________________
 FC1382* NAD 83(1986)-  35 06 26.     (N)    085 56 11.     (W)     SCALED    
 FC1382* NAVD 88     -       213.791  (meters)     701.41   (feet)  ADJUSTED  
 FC1382  ___________________________________________________________________
 FC1382  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1382  DYNAMIC HT  -         213.577 (meters)     700.71  (feet)  COMP
 FC1382  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FC1382
 FC1382  VERT ORDER  -  FIRST     CLASS II
 FC1382
 FC1382.The horizontal coordinates were scaled from a topographic map and have
 FC1382.an estimated accuracy of +/- 6 seconds.
 FC1382
 FC1382.The orthometric height was determined by differential leveling
 FC1382.and adjusted by the National Geodetic Survey in June 1991..
 FC1382
 FC1382.The geoid height was determined by GEOID03.
 FC1382
 FC1382.The dynamic height is computed by dividing the NAVD 88
 FC1382.geopotential number by the normal gravity value computed on the
 FC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1382.degrees latitude (g = 980.6199 gals.).
 FC1382
 FC1382.The modeled gravity was interpolated from observed gravity values.
 FC1382
 FC1382;                    North         East    Units  Estimated Accuracy
 FC1382;SPC TN       -    85,870.      605,800.      MT  (+/- 180 meters Scaled)
 FC1382
 FC1382                          SUPERSEDED SURVEY CONTROL
 FC1382
 FC1382  NGVD 29 (??/??/92)  213.764  (m)          701.32   (f) ADJ UNCH    1 2
 FC1382
 FC1382.Superseded values are not recommended for survey control.
 FC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1382.See file dsdata.txt to determine how the superseded data were derived.
 FC1382
 FC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED969854(NAD 83)
 FC1382_MARKER: DB = BENCH MARK DISK
 FC1382_SETTING: 66 = SET IN ROCK OUTCROP
 FC1382_SP_SET: BEDROCK
 FC1382_STAMPING: 701.619 X 6 1930
 FC1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1382+STABILITY: POSITION/ELEVATION WELL
 FC1382
 FC1382  HISTORY     - Date     Condition        Report By
 FC1382  HISTORY     - 1930     MONUMENTED       CGS
 FC1382  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1382
 FC1382                          STATION DESCRIPTION
 FC1382
 FC1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1382'2.4 MI NW FROM SHERWOOD.
 FC1382'2.4 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1382'LOUIS RAILWAY FROM SHERWOOD, FRANKLIN COUNTY, OPPOSITE POLE
 FC1382'93/26, BETWEEN THE TRACK AND A CREEK RUNNING THROUGH A NARROW CUT,
 FC1382'JUST ACROSS THE CREEK FROM A 50-FOOT RED CLIFF, 18 FEET WEST
 FC1382'OF THE WEST RAIL, IN A ROCK LEDGE, AND ABOUT 10 FEET HIGHER
 FC1382'THAN THE CREEK BED.  A STANDARD DISK, STAMPED 701.619 X 6 1930.
 FC1382'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 FC1382'APRIL 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1767 ***********************************************************************
 FE1767  DESIGNATION -  X 61
 FE1767  PID         -  FE1767
 FE1767  STATE/COUNTY-  TN/LAUDERDALE
 FE1767  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1767
 FE1767                         *CURRENT SURVEY CONTROL
 FE1767  ___________________________________________________________________
 FE1767* NAD 83(1986)-  35 43 53.     (N)    089 30 54.     (W)     SCALED    
 FE1767* NAVD 88     -       142.429  (meters)     467.29   (feet)  ADJUSTED  
 FE1767  ___________________________________________________________________
 FE1767  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1767  DYNAMIC HT  -         142.307 (meters)     466.89  (feet)  COMP
 FE1767  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 FE1767
 FE1767  VERT ORDER  -  SECOND    CLASS 0
 FE1767
 FE1767.The horizontal coordinates were scaled from a topographic map and have
 FE1767.an estimated accuracy of +/- 6 seconds.
 FE1767
 FE1767.The orthometric height was determined by differential leveling
 FE1767.and adjusted by the National Geodetic Survey in June 1991..
 FE1767
 FE1767.The geoid height was determined by GEOID03.
 FE1767
 FE1767.The dynamic height is computed by dividing the NAVD 88
 FE1767.geopotential number by the normal gravity value computed on the
 FE1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1767.degrees latitude (g = 980.6199 gals.).
 FE1767
 FE1767.The modeled gravity was interpolated from observed gravity values.
 FE1767
 FE1767;                    North         East    Units  Estimated Accuracy
 FE1767;SPC TN       -   160,820.      282,090.      MT  (+/- 180 meters Scaled)
 FE1767
 FE1767                          SUPERSEDED SURVEY CONTROL
 FE1767
 FE1767  NGVD 29 (??/??/??)  142.410  (m)          467.22   (f) ADJUSTED    2 0
 FE1767
 FE1767.Superseded values are not recommended for survey control.
 FE1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1767.See file dsdata.txt to determine how the superseded data were derived.
 FE1767
 FE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE725570(NAD 83)
 FE1767_MARKER: DB = BENCH MARK DISK
 FE1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1767_STAMPING: X 61 1935
 FE1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1767+STABILITY: SURFACE MOTION
 FE1767
 FE1767  HISTORY     - Date     Condition        Report By
 FE1767  HISTORY     - 1935     MONUMENTED       CGS
 FE1767  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1767
 FE1767                          STATION DESCRIPTION
 FE1767
 FE1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1767'1 MI E FROM RIPLEY.
 FE1767'1.0 MILE EAST ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 FE1767'AT RIPLEY, LAUDERDALE COUNTY, 36 FEET EAST OF THE JIM C. CHIMS
 FE1767'STANDARD SERVICE STATION IN 1935, AND 30 FEET SOUTH OF THE
 FE1767'HIGHWAY.  A STANDARD DISK, STAMPED X 61 1935 AND SET IN THE TOP
 FE1767'OF A CONCRETE POST.
 FE1767
 FE1767                          STATION RECOVERY (2002)
 FE1767
 FE1767'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0797 ***********************************************************************
 FE0797  DESIGNATION -  X 62
 FE0797  PID         -  FE0797
 FE0797  STATE/COUNTY-  TN/CROCKETT
 FE0797  USGS QUAD   -  HUMBOLDT (1981)
 FE0797
 FE0797                         *CURRENT SURVEY CONTROL
 FE0797  ___________________________________________________________________
 FE0797* NAD 83(1986)-  35 47 15.     (N)    088 58 19.     (W)     SCALED    
 FE0797* NAVD 88     -       128.790  (meters)     422.54   (feet)  ADJUSTED  
 FE0797  ___________________________________________________________________
 FE0797  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0797  DYNAMIC HT  -         128.679 (meters)     422.17  (feet)  COMP
 FE0797  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 FE0797
 FE0797  VERT ORDER  -  SECOND    CLASS 0
 FE0797
 FE0797.The horizontal coordinates were scaled from a topographic map and have
 FE0797.an estimated accuracy of +/- 6 seconds.
 FE0797
 FE0797.The orthometric height was determined by differential leveling
 FE0797.and adjusted by the National Geodetic Survey in June 1991..
 FE0797
 FE0797.The geoid height was determined by GEOID03.
 FE0797
 FE0797.The dynamic height is computed by dividing the NAVD 88
 FE0797.geopotential number by the normal gravity value computed on the
 FE0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0797.degrees latitude (g = 980.6199 gals.).
 FE0797
 FE0797.The modeled gravity was interpolated from observed gravity values.
 FE0797
 FE0797;                    North         East    Units  Estimated Accuracy
 FE0797;SPC TN       -   165,420.      331,380.      MT  (+/- 180 meters Scaled)
 FE0797
 FE0797                          SUPERSEDED SURVEY CONTROL
 FE0797
 FE0797  NGVD 29 (??/??/??)  128.827  (m)          422.66   (f) ADJUSTED    2 0
 FE0797
 FE0797.Superseded values are not recommended for survey control.
 FE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0797.See file dsdata.txt to determine how the superseded data were derived.
 FE0797
 FE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE217621(NAD 83)
 FE0797_MARKER: DB = BENCH MARK DISK
 FE0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0797_SP_SET: OVERPASS
 FE0797_STAMPING: X 62 1935
 FE0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0797+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0797
 FE0797  HISTORY     - Date     Condition        Report By
 FE0797  HISTORY     - 1935     MONUMENTED       CGS
 FE0797  HISTORY     - 20020914 GOOD             USACE
 FE0797
 FE0797                          STATION DESCRIPTION
 FE0797
 FE0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0797'1.2 MI NE FROM GADSDEN.
 FE0797'1.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0797'FROM THE STATION AT GADSDEN, CROCKETT COUNTY, AT MILEAGE 299.25,
 FE0797'6 FEET NORTH OF THE NORTH RAIL, AT AN OVERPASS, IN THE FACE OF
 FE0797'THE FOUNDATION OF THE FIRST PAIR OF PILLARS, AND ABOUT 2-1/2
 FE0797'FEET ABOVE THE GROUND.  A STANDARD DISK STAMPED X 62 1935 AND
 FE0797'SET VERTICALLY.
 FE0797
 FE0797                          STATION RECOVERY (2002)
 FE0797
 FE0797'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0572 ***********************************************************************
 FE0572  DESIGNATION -  X 64
 FE0572  PID         -  FE0572
 FE0572  STATE/COUNTY-  TN/HARDEMAN
 FE0572  USGS QUAD   -  TEAGUE (1981)
 FE0572
 FE0572                         *CURRENT SURVEY CONTROL
 FE0572  ___________________________________________________________________
 FE0572* NAD 83(1986)-  35 22 39.     (N)    088 55 23.     (W)     SCALED    
 FE0572* NAVD 88     -       134.748  (meters)     442.09   (feet)  ADJUSTED  
 FE0572  ___________________________________________________________________
 FE0572  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0572  DYNAMIC HT  -         134.624 (meters)     441.68  (feet)  COMP
 FE0572  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 FE0572
 FE0572  VERT ORDER  -  SECOND    CLASS 0
 FE0572
 FE0572.The horizontal coordinates were scaled from a topographic map and have
 FE0572.an estimated accuracy of +/- 6 seconds.
 FE0572
 FE0572.The orthometric height was determined by differential leveling
 FE0572.and adjusted by the National Geodetic Survey in June 1991..
 FE0572
 FE0572.The geoid height was determined by GEOID03.
 FE0572
 FE0572.The dynamic height is computed by dividing the NAVD 88
 FE0572.geopotential number by the normal gravity value computed on the
 FE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0572.degrees latitude (g = 980.6199 gals.).
 FE0572
 FE0572.The modeled gravity was interpolated from observed gravity values.
 FE0572
 FE0572;                    North         East    Units  Estimated Accuracy
 FE0572;SPC TN       -   119,820.      334,440.      MT  (+/- 180 meters Scaled)
 FE0572
 FE0572                          SUPERSEDED SURVEY CONTROL
 FE0572
 FE0572  NGVD 29 (??/??/??)  134.751  (m)          442.10   (f) ADJUSTED    2 0
 FE0572
 FE0572.Superseded values are not recommended for survey control.
 FE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0572.See file dsdata.txt to determine how the superseded data were derived.
 FE0572
 FE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE253166(NAD 83)
 FE0572_MARKER: DB = BENCH MARK DISK
 FE0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0572_STAMPING: X 64 1935
 FE0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0572+STABILITY: SURFACE MOTION
 FE0572
 FE0572  HISTORY     - Date     Condition        Report By
 FE0572  HISTORY     - 1935     MONUMENTED       CGS
 FE0572  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0572
 FE0572                          STATION DESCRIPTION
 FE0572
 FE0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0572'2.6 MI N FROM TOONE.
 FE0572'2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0572'STATION AT TOONE, HARDEMAN COUNTY, 0.2 MILE SOUTH OF MILEPOST
 FE0572'423, AT THE NORTH END OF A CUT, AND 20 FEET WEST OF THE TRACK.
 FE0572'A STANDARD DISK, STAMPED X 64 1935 AND SET IN THE TOP OF A
 FE0572'CONCRETE POST.  NOTE-- THE MILEPOST SIGNS ALONG THE RAILROAD
 FE0572'HAVE BEEN CHANGED AND RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0715 ***********************************************************************
 FE0715  DESIGNATION -  X 65
 FE0715  PID         -  FE0715
 FE0715  STATE/COUNTY-  TN/MADISON
 FE0715  USGS QUAD   -  JACKSON NORTH (1983)
 FE0715
 FE0715                         *CURRENT SURVEY CONTROL
 FE0715  ___________________________________________________________________
 FE0715* NAD 83(1986)-  35 39 20.     (N)    088 47 16.     (W)     SCALED    
 FE0715* NAVD 88     -       148.214  (meters)     486.27   (feet)  ADJUSTED  
 FE0715  ___________________________________________________________________
 FE0715  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0715  DYNAMIC HT  -         148.082 (meters)     485.83  (feet)  COMP
 FE0715  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FE0715
 FE0715  VERT ORDER  -  FIRST     CLASS II
 FE0715
 FE0715.The horizontal coordinates were scaled from a topographic map and have
 FE0715.an estimated accuracy of +/- 6 seconds.
 FE0715
 FE0715.The orthometric height was determined by differential leveling
 FE0715.and adjusted by the National Geodetic Survey in June 1991..
 FE0715
 FE0715.The geoid height was determined by GEOID03.
 FE0715
 FE0715.The dynamic height is computed by dividing the NAVD 88
 FE0715.geopotential number by the normal gravity value computed on the
 FE0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0715.degrees latitude (g = 980.6199 gals.).
 FE0715
 FE0715.The modeled gravity was interpolated from observed gravity values.
 FE0715
 FE0715;                    North         East    Units  Estimated Accuracy
 FE0715;SPC TN       -   150,290.      347,600.      MT  (+/- 180 meters Scaled)
 FE0715
 FE0715                          SUPERSEDED SURVEY CONTROL
 FE0715
 FE0715  NGVD 29 (??/??/??)  148.251  (m)          486.39   (f) ADJUSTED    1 2
 FE0715
 FE0715.Superseded values are not recommended for survey control.
 FE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0715.See file dsdata.txt to determine how the superseded data were derived.
 FE0715
 FE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE381472(NAD 83)
 FE0715_MARKER: DB = BENCH MARK DISK
 FE0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0715_STAMPING: X 65 1935
 FE0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0715+STABILITY: SURFACE MOTION
 FE0715
 FE0715  HISTORY     - Date     Condition        Report By
 FE0715  HISTORY     - 1935     MONUMENTED       CGS
 FE0715  HISTORY     - 1948     GOOD             CGS
 FE0715
 FE0715                          STATION DESCRIPTION
 FE0715
 FE0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0715'2.6 MI N FROM JACKSON.
 FE0715'ABOUT 2.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0715'FROM THE UNION STATION AT JACKSON, ABOUT 0.45 MILE NORTH OF
 FE0715'MILE POST C 468, AT THE NORTH END OF LAWRENCE SWITCH AND A FIELD
 FE0715'ROAD CROSSING, 26 FEET WEST OF THE WEST RAIL, 17.5
 FE0715'FEET WEST OF THE SOUTHWEST CORNER OF BLOCK SIGNAL NO. 467.5,
 FE0715'7 FEET SOUTH OF A TELEPHONE POLE, 49.5 FEET SOUTHEAST OF POWER
 FE0715'POLE NO. 66, 40 FEET NORTHWEST OF THE CENTER OF THE FIELD ROAD
 FE0715'CROSSING, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FE0715'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0715'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1188 ***********************************************************************
 FE1188  DESIGNATION -  X 67
 FE1188  PID         -  FE1188
 FE1188  STATE/COUNTY-  TN/SHELBY
 FE1188  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1188
 FE1188                         *CURRENT SURVEY CONTROL
 FE1188  ___________________________________________________________________
 FE1188* NAD 83(1986)-  35 11 25.     (N)    089 53 25.     (W)     SCALED    
 FE1188* NAVD 88     -        78.531  (meters)     257.65   (feet)  ADJUSTED  
 FE1188  ___________________________________________________________________
 FE1188  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1188  DYNAMIC HT  -          78.460 (meters)     257.41  (feet)  COMP
 FE1188  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FE1188
 FE1188  VERT ORDER  -  SECOND    CLASS 0
 FE1188
 FE1188.The horizontal coordinates were scaled from a topographic map and have
 FE1188.an estimated accuracy of +/- 6 seconds.
 FE1188
 FE1188.The orthometric height was determined by differential leveling
 FE1188.and adjusted by the National Geodetic Survey in June 1991..
 FE1188
 FE1188.The geoid height was determined by GEOID03.
 FE1188
 FE1188.The dynamic height is computed by dividing the NAVD 88
 FE1188.geopotential number by the normal gravity value computed on the
 FE1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1188.degrees latitude (g = 980.6199 gals.).
 FE1188
 FE1188.The modeled gravity was interpolated from observed gravity values.
 FE1188
 FE1188;                    North         East    Units  Estimated Accuracy
 FE1188;SPC TN       -   102,120.      245,780.      MT  (+/- 180 meters Scaled)
 FE1188
 FE1188                          SUPERSEDED SURVEY CONTROL
 FE1188
 FE1188  NGVD 29 (??/??/??)   78.521  (m)          257.61   (f) ADJUSTED    2 0
 FE1188
 FE1188.Superseded values are not recommended for survey control.
 FE1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1188.See file dsdata.txt to determine how the superseded data were derived.
 FE1188
 FE1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD368979(NAD 83)
 FE1188_MARKER: DB = BENCH MARK DISK
 FE1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1188_STAMPING: X 67 1935
 FE1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1188+STABILITY: SURFACE MOTION
 FE1188
 FE1188  HISTORY     - Date     Condition        Report By
 FE1188  HISTORY     - 1935     MONUMENTED       CGS
 FE1188  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1188
 FE1188                          STATION DESCRIPTION
 FE1188
 FE1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1188'1.6 MI SW FROM BARTLETT.
 FE1188'1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE1188'FROM THE STATION AT BARTLETT, SHELBY COUNTY, AT A COUNTY-ROAD
 FE1188'CROSSING, ABOUT 100 FEET EAST OF THE CENTERLINE OF THE ROAD, 25
 FE1188'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET NORTHWEST
 FE1188'OF A POLE.  A STANDARD DISK, STAMPED X 67 1935 AND SET IN THE
 FE1188'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- DIRT
 FE1188'HAS BEEN EXCAVATED FROM THE DESCRIBED LOCATION AND PERHAPS THE
 FE1188'MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1386 ***********************************************************************
 FE1386  DESIGNATION -  X 68
 FE1386  PID         -  FE1386
 FE1386  STATE/COUNTY-  TN/SHELBY
 FE1386  USGS QUAD   -  MILLINGTON (1997)
 FE1386
 FE1386                         *CURRENT SURVEY CONTROL
 FE1386  ___________________________________________________________________
 FE1386* NAD 83(1986)-  35 20 33.     (N)    089 53 30.     (W)     SCALED    
 FE1386* NAVD 88     -        81.891  (meters)     268.67   (feet)  ADJUSTED  
 FE1386  ___________________________________________________________________
 FE1386  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1386  DYNAMIC HT  -          81.818 (meters)     268.43  (feet)  COMP
 FE1386  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FE1386
 FE1386  VERT ORDER  -  SECOND    CLASS 0
 FE1386
 FE1386.The horizontal coordinates were scaled from a topographic map and have
 FE1386.an estimated accuracy of +/- 6 seconds.
 FE1386
 FE1386.The orthometric height was determined by differential leveling
 FE1386.and adjusted by the National Geodetic Survey in June 1991..
 FE1386
 FE1386.The geoid height was determined by GEOID03.
 FE1386
 FE1386.The dynamic height is computed by dividing the NAVD 88
 FE1386.geopotential number by the normal gravity value computed on the
 FE1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1386.degrees latitude (g = 980.6199 gals.).
 FE1386
 FE1386.The modeled gravity was interpolated from observed gravity values.
 FE1386
 FE1386;                    North         East    Units  Estimated Accuracy
 FE1386;SPC TN       -   119,000.      246,320.      MT  (+/- 180 meters Scaled)
 FE1386
 FE1386                          SUPERSEDED SURVEY CONTROL
 FE1386
 FE1386  NGVD 29 (??/??/??)   81.907  (m)          268.72   (f) ADJUSTED    2 0
 FE1386
 FE1386.Superseded values are not recommended for survey control.
 FE1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1386.See file dsdata.txt to determine how the superseded data were derived.
 FE1386
 FE1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE371148(NAD 83)
 FE1386_MARKER: DB = BENCH MARK DISK
 FE1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1386_STAMPING: X 68 1935
 FE1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1386+STABILITY: SURFACE MOTION
 FE1386
 FE1386  HISTORY     - Date     Condition        Report By
 FE1386  HISTORY     - 1935     MONUMENTED       CGS
 FE1386  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1386
 FE1386                          STATION DESCRIPTION
 FE1386
 FE1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1386'AT MILLINGTON.
 FE1386'AT MILLINGTON, SHELBY COUNTY, ABOUT 2 1/2 RAILS NORTH OF THE
 FE1386'ILLINOIS CENTRAL RAILROAD STATION, ABOUT 1 RAIL NORTH OF THE
 FE1386'MAIN STREET CROSSING, 5 FEET EAST OF THE SOUTHEAST CORNER OF
 FE1386'THE POST OFFICE, 38 FEET WEST OF THE WEST RAIL OPPOSITE THE
 FE1386'SIDING SWITCH.  A STANDARD DISK, STAMPED X 68 1935 AND SET IN
 FE1386'THE TOP OF A CONCRETE POST.  NOTE-- A DESCRIBED AREA IS NOW UNDER
 FE1386'A BLACK TOP AREA.  MARK MAY POSSIBLY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0996 ***********************************************************************
 FC0996  DESIGNATION -  X 7
 FC0996  PID         -  FC0996
 FC0996  STATE/COUNTY-  TN/WHITE
 FC0996  USGS QUAD   -  SPARTA (1979)
 FC0996
 FC0996                         *CURRENT SURVEY CONTROL
 FC0996  ___________________________________________________________________
 FC0996* NAD 83(1986)-  35 55 35.     (N)    085 28 49.     (W)     SCALED    
 FC0996* NAVD 88     -       271.964  (meters)     892.27   (feet)  ADJUSTED  
 FC0996  ___________________________________________________________________
 FC0996  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC0996  DYNAMIC HT  -         271.721 (meters)     891.47  (feet)  COMP
 FC0996  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FC0996
 FC0996  VERT ORDER  -  SECOND    CLASS 0
 FC0996
 FC0996.The horizontal coordinates were scaled from a topographic map and have
 FC0996.an estimated accuracy of +/- 6 seconds.
 FC0996
 FC0996.The orthometric height was determined by differential leveling
 FC0996.and adjusted by the National Geodetic Survey in June 1991..
 FC0996
 FC0996.The geoid height was determined by GEOID03.
 FC0996
 FC0996.The dynamic height is computed by dividing the NAVD 88
 FC0996.geopotential number by the normal gravity value computed on the
 FC0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0996.degrees latitude (g = 980.6199 gals.).
 FC0996
 FC0996.The modeled gravity was interpolated from observed gravity values.
 FC0996
 FC0996;                    North         East    Units  Estimated Accuracy
 FC0996;SPC TN       -   176,870.      646,900.      MT  (+/- 180 meters Scaled)
 FC0996
 FC0996                          SUPERSEDED SURVEY CONTROL
 FC0996
 FC0996  NGVD 29 (??/??/92)  272.031  (m)          892.49   (f) ADJ UNCH    2 0
 FC0996
 FC0996.Superseded values are not recommended for survey control.
 FC0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0996.See file dsdata.txt to determine how the superseded data were derived.
 FC0996
 FC0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE371768(NAD 83)
 FC0996_MARKER: DB = BENCH MARK DISK
 FC0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0996_STAMPING: 892.666 X 7 1931
 FC0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0996+STABILITY: SURFACE MOTION
 FC0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0996+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 FC0996
 FC0996  HISTORY     - Date     Condition        Report By
 FC0996  HISTORY     - 1931     MONUMENTED       CGS
 FC0996  HISTORY     - 1935     GOOD             NGS
 FC0996  HISTORY     - 20030717 GOOD             GEOCAC
 FC0996
 FC0996                          STATION DESCRIPTION
 FC0996
 FC0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0996'0.3 MI SW FROM SPARTA.
 FC0996'0.3 MILE SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC0996'LOUIS RAILWAY FROM THE JUNCTION AT SPARTA, WHITE COUNTY, 2
 FC0996'RAILS NORTHEAST OF THE NORTHEAST END OF THE RAILROAD BRIDGE OVER
 FC0996'TOM CREEK, AT THE CONCRETE FOOTING OF AN OLD WATER TANK, IN THE TOP
 FC0996'OF THE SECOND POST FROM THE SOUTHWEST OF THE SECOND ROW FROM
 FC0996'THE NORTHWEST, AND 20 FEET NORTHWEST OF THE NORTHWEST RAIL.
 FC0996'A STANDARD DISK, STAMPED 892.666 X 7 1931.
 FC0996
 FC0996                          STATION RECOVERY (2003)
 FC0996
 FC0996'RECOVERY NOTE BY GEOCACHING 2003 (DC)
 FC0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1031 ***********************************************************************
 FE1031  DESIGNATION -  X 72
 FE1031  PID         -  FE1031
 FE1031  STATE/COUNTY-  TN/FAYETTE
 FE1031  USGS QUAD   -  LACONIA (1983)
 FE1031
 FE1031                         *CURRENT SURVEY CONTROL
 FE1031  ___________________________________________________________________
 FE1031* NAD 83(1986)-  35 15 25.     (N)    089 17 17.     (W)     SCALED    
 FE1031* NAVD 88     -       111.510  (meters)     365.85   (feet)  ADJUSTED  
 FE1031  ___________________________________________________________________
 FE1031  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE1031  DYNAMIC HT  -         111.408 (meters)     365.51  (feet)  COMP
 FE1031  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 FE1031
 FE1031  VERT ORDER  -  SECOND    CLASS 0
 FE1031
 FE1031.The horizontal coordinates were scaled from a topographic map and have
 FE1031.an estimated accuracy of +/- 6 seconds.
 FE1031
 FE1031.The orthometric height was determined by differential leveling
 FE1031.and adjusted by the National Geodetic Survey in June 1991..
 FE1031
 FE1031.The geoid height was determined by GEOID03.
 FE1031
 FE1031.The dynamic height is computed by dividing the NAVD 88
 FE1031.geopotential number by the normal gravity value computed on the
 FE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1031.degrees latitude (g = 980.6199 gals.).
 FE1031
 FE1031.The modeled gravity was interpolated from observed gravity values.
 FE1031
 FE1031;                    North         East    Units  Estimated Accuracy
 FE1031;SPC TN       -   107,500.      300,840.      MT  (+/- 180 meters Scaled)
 FE1031
 FE1031                          SUPERSEDED SURVEY CONTROL
 FE1031
 FE1031  NGVD 29 (??/??/??)  111.495  (m)          365.80   (f) ADJUSTED    2 0
 FE1031
 FE1031.Superseded values are not recommended for survey control.
 FE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1031.See file dsdata.txt to determine how the superseded data were derived.
 FE1031
 FE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE918039(NAD 83)
 FE1031_MARKER: DB = BENCH MARK DISK
 FE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1031_STAMPING: X 72 1935
 FE1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1031+STABILITY: SURFACE MOTION
 FE1031
 FE1031  HISTORY     - Date     Condition        Report By
 FE1031  HISTORY     - 1935     MONUMENTED       CGS
 FE1031  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1031
 FE1031                          STATION DESCRIPTION
 FE1031
 FE1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1031'3.7 MI E FROM SOMERVILLE.
 FE1031'3.7 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1031'RAILWAY FROM THE STATION AT SOMERVILLE, FAYETTE COUNTY, 25 POLES
 FE1031'WEST OF MILEPOST 182, AT A ROAD CROSSING, 40 FEET SOUTH OF
 FE1031'THE CENTERLINE OF THE TRACK, AND 40 FEET EAST OF THE CENTERLINE
 FE1031'OF THE ROAD.  A STANDARD DISK, STAMPED X 72 1935 AND SET IN
 FE1031'THE TOP OF A CONCRETE POST.
 FE1031
 FE1031                          STATION RECOVERY (2002)
 FE1031
 FE1031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1031'RR TRACKS AND GRADE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1160 ***********************************************************************
 FE1160  DESIGNATION -  X 73
 FE1160  PID         -  FE1160
 FE1160  STATE/COUNTY-  TN/FAYETTE
 FE1160  USGS QUAD   -  GALLAWAY (1981)
 FE1160
 FE1160                         *CURRENT SURVEY CONTROL
 FE1160  ___________________________________________________________________
 FE1160* NAD 83(1986)-  35 22 02.     (N)    089 32 26.     (W)     SCALED    
 FE1160* NAVD 88     -        99.017  (meters)     324.86   (feet)  ADJUSTED  
 FE1160  ___________________________________________________________________
 FE1160  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1160  DYNAMIC HT  -          98.929 (meters)     324.57  (feet)  COMP
 FE1160  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 FE1160
 FE1160  VERT ORDER  -  SECOND    CLASS 0
 FE1160
 FE1160.The horizontal coordinates were scaled from a topographic map and have
 FE1160.an estimated accuracy of +/- 6 seconds.
 FE1160
 FE1160.The orthometric height was determined by differential leveling
 FE1160.and adjusted by the National Geodetic Survey in June 1991..
 FE1160
 FE1160.The geoid height was determined by GEOID03.
 FE1160
 FE1160.The dynamic height is computed by dividing the NAVD 88
 FE1160.geopotential number by the normal gravity value computed on the
 FE1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1160.degrees latitude (g = 980.6199 gals.).
 FE1160
 FE1160.The modeled gravity was interpolated from observed gravity values.
 FE1160
 FE1160;                    North         East    Units  Estimated Accuracy
 FE1160;SPC TN       -   120,530.      278,320.      MT  (+/- 180 meters Scaled)
 FE1160
 FE1160                          SUPERSEDED SURVEY CONTROL
 FE1160
 FE1160  NGVD 29 (??/??/??)   98.999  (m)          324.80   (f) ADJUSTED    2 0
 FE1160
 FE1160.Superseded values are not recommended for survey control.
 FE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1160.See file dsdata.txt to determine how the superseded data were derived.
 FE1160
 FE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE691167(NAD 83)
 FE1160_MARKER: DB = BENCH MARK DISK
 FE1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1160_STAMPING: X 73 1935
 FE1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1160+STABILITY: SURFACE MOTION
 FE1160
 FE1160  HISTORY     - Date     Condition        Report By
 FE1160  HISTORY     - 1935     MONUMENTED       CGS
 FE1160  HISTORY     - 1963     MARK NOT FOUND   USGS
 FE1160
 FE1160                          STATION DESCRIPTION
 FE1160
 FE1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1160'1.7 MI SE FROM BRADEN.
 FE1160'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1160'COUNTY, AT THE FOOT OF A HILL, 50 YARDS NORTH OF A CORRUGATED-IRON
 FE1160'PIPE CULVERT, AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FE1160'A STANDARD DISK, STAMPED X 73 1935 AND SET IN THE TOP OF A CONCRETE
 FE1160'POST.
 FE1160
 FE1160                          STATION RECOVERY (1963)
 FE1160
 FE1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FE1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1193 ***********************************************************************
 FE1193  DESIGNATION -  X 74
 FE1193  PID         -  FE1193
 FE1193  STATE/COUNTY-  TN/SHELBY
 FE1193  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1193
 FE1193                         *CURRENT SURVEY CONTROL
 FE1193  ___________________________________________________________________
 FE1193* NAD 83(1986)-  35 10 29.     (N)    089 54 57.     (W)     SCALED    
 FE1193* NAVD 88     -        76.692  (meters)     251.61   (feet)  ADJUSTED  
 FE1193  ___________________________________________________________________
 FE1193  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1193  DYNAMIC HT  -          76.623 (meters)     251.39  (feet)  COMP
 FE1193  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 FE1193
 FE1193  VERT ORDER  -  SECOND    CLASS 0
 FE1193
 FE1193.The horizontal coordinates were scaled from a topographic map and have
 FE1193.an estimated accuracy of +/- 6 seconds.
 FE1193
 FE1193.The orthometric height was determined by differential leveling
 FE1193.and adjusted by the National Geodetic Survey in June 1991..
 FE1193
 FE1193.The geoid height was determined by GEOID03.
 FE1193
 FE1193.The dynamic height is computed by dividing the NAVD 88
 FE1193.geopotential number by the normal gravity value computed on the
 FE1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1193.degrees latitude (g = 980.6199 gals.).
 FE1193
 FE1193.The modeled gravity was interpolated from observed gravity values.
 FE1193
 FE1193;                    North         East    Units  Estimated Accuracy
 FE1193;SPC TN       -   100,490.      243,380.      MT  (+/- 180 meters Scaled)
 FE1193
 FE1193                          SUPERSEDED SURVEY CONTROL
 FE1193
 FE1193  NGVD 29 (??/??/??)   76.674  (m)          251.55   (f) ADJUSTED    2 0
 FE1193
 FE1193.Superseded values are not recommended for survey control.
 FE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1193.See file dsdata.txt to determine how the superseded data were derived.
 FE1193
 FE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD344963(NAD 83)
 FE1193_MARKER: DB = BENCH MARK DISK
 FE1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1193_SP_SET: BUILDING
 FE1193_STAMPING: X 74 1956
 FE1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1193+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1193
 FE1193  HISTORY     - Date     Condition        Report By
 FE1193  HISTORY     - 1956     MONUMENTED       CGS
 FE1193  HISTORY     - 1959     GOOD             CGS
 FE1193  HISTORY     - 20021009 GOOD             USACE
 FE1193
 FE1193                          STATION DESCRIPTION
 FE1193
 FE1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1193'AT MEMPHIS.
 FE1193'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ABOUT 0.5 MILE SOUTH
 FE1193'ALONG WELLS STATION ROAD FROM ITS CROSSING WITH THE LOUISVILLE
 FE1193'AND NASHVILLE RAILROAD, SET VERTICALLY IN THE WEST FACE OF
 FE1193'CONCRETE FOUNDATION OF WELLS STATION SCHOOL BUILDING (1-STORY
 FE1193'BRICK BUILDING), 110 FEET EAST OF EAST CURB OF WELLS STATION ROAD,
 FE1193'ABOUT 75 YARDS NORTH OF INTERSECTION OF WELLS STATION ROAD AND
 FE1193'TRUMAN STREET, 1 FOOT NORTH OF SOUTHWEST CORNER OF BUILDING AND
 FE1193'ABOUT 1 FOOT ABOVE GROUND.
 FE1193
 FE1193                          STATION RECOVERY (1959)
 FE1193
 FE1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1193'RECOVERED IN GOOD CONDITION.
 FE1193
 FE1193                          STATION RECOVERY (2002)
 FE1193
 FE1193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0350 ***********************************************************************
 FF0350  DESIGNATION -  X 75
 FF0350  PID         -  FF0350
 FF0350  STATE/COUNTY-  TN/SHELBY
 FF0350  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0350
 FF0350                         *CURRENT SURVEY CONTROL
 FF0350  ___________________________________________________________________
 FF0350* NAD 83(1986)-  35 09 19.     (N)    090 00 11.     (W)     SCALED    
 FF0350* NAVD 88     -        76.672  (meters)     251.55   (feet)  ADJUSTED  
 FF0350  ___________________________________________________________________
 FF0350  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0350  DYNAMIC HT  -          76.603 (meters)     251.32  (feet)  COMP
 FF0350  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF0350
 FF0350  VERT ORDER  -  SECOND    CLASS 0
 FF0350
 FF0350.The horizontal coordinates were scaled from a topographic map and have
 FF0350.an estimated accuracy of +/- 6 seconds.
 FF0350
 FF0350.The orthometric height was determined by differential leveling
 FF0350.and adjusted by the National Geodetic Survey in June 1991..
 FF0350
 FF0350.The geoid height was determined by GEOID03.
 FF0350
 FF0350.The dynamic height is computed by dividing the NAVD 88
 FF0350.geopotential number by the normal gravity value computed on the
 FF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0350.degrees latitude (g = 980.6199 gals.).
 FF0350
 FF0350.The modeled gravity was interpolated from observed gravity values.
 FF0350
 FF0350;                    North         East    Units  Estimated Accuracy
 FF0350;SPC TN       -    98,650.      235,360.      MT  (+/- 180 meters Scaled)
 FF0350
 FF0350                          SUPERSEDED SURVEY CONTROL
 FF0350
 FF0350  NGVD 29 (??/??/??)   76.652  (m)          251.48   (f) ADJUSTED    2 0
 FF0350
 FF0350.Superseded values are not recommended for survey control.
 FF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0350.See file dsdata.txt to determine how the superseded data were derived.
 FF0350
 FF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730943(NAD 83)
 FF0350_MARKER: DB = BENCH MARK DISK
 FF0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0350_SP_SET: CONCRETE FOUNDATION
 FF0350_STAMPING: X 75 1956
 FF0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0350+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0350
 FF0350  HISTORY     - Date     Condition        Report By
 FF0350  HISTORY     - 1956     MONUMENTED       CGS
 FF0350  HISTORY     - 20021024 GOOD             USACE
 FF0350
 FF0350                          STATION DESCRIPTION
 FF0350
 FF0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0350'AT MEMPHIS.
 FF0350'AT MEMPHIS, IN THE SOUTHEAST ANGLE OF INTERSECTION OF TUTWILER
 FF0350'AVENUE AND DICKERSON STREET SOUTH, SET VERTICALLY IN THE WEST
 FF0350'FACE OF CONCRETE FOUNDATION OF LINDSAY MEMORIAL PRESBYTERIAN
 FF0350'CHURCH, 52 1/2 FEET SOUTH OF SOUTH CURB OF TUTWILER AVENUE, 45 FEET
 FF0350'EAST OF EAST CURB OF DICKERSON STREET SOUTH, 0.9 FOOT SOUTH OF
 FF0350'NORTHWEST CORNER OF BUILDING AND 1 FOOT ABOVE GROUND.
 FF0350
 FF0350                          STATION RECOVERY (2002)
 FF0350
 FF0350'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1557 ***********************************************************************
 FE1557  DESIGNATION -  X 76
 FE1557  PID         -  FE1557
 FE1557  STATE/COUNTY-  TN/LAUDERDALE
 FE1557  USGS QUAD   -  CHIC (1983)
 FE1557
 FE1557                         *CURRENT SURVEY CONTROL
 FE1557  ___________________________________________________________________
 FE1557* NAD 83(1986)-  35 53 23.     (N)    089 43 46.     (W)     SCALED    
 FE1557* NAVD 88     -        80.158  (meters)     262.99   (feet)  ADJUSTED  
 FE1557  ___________________________________________________________________
 FE1557  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE1557  DYNAMIC HT  -          80.090 (meters)     262.76  (feet)  COMP
 FE1557  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1557
 FE1557  VERT ORDER  -  FIRST     CLASS II
 FE1557
 FE1557.The horizontal coordinates were scaled from a topographic map and have
 FE1557.an estimated accuracy of +/- 6 seconds.
 FE1557
 FE1557.The orthometric height was determined by differential leveling
 FE1557.and adjusted by the National Geodetic Survey in June 1991..
 FE1557
 FE1557.The geoid height was determined by GEOID03.
 FE1557
 FE1557.The dynamic height is computed by dividing the NAVD 88
 FE1557.geopotential number by the normal gravity value computed on the
 FE1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1557.degrees latitude (g = 980.6199 gals.).
 FE1557
 FE1557.The modeled gravity was interpolated from observed gravity values.
 FE1557
 FE1557;                    North         East    Units  Estimated Accuracy
 FE1557;SPC TN       -   179,100.      263,370.      MT  (+/- 180 meters Scaled)
 FE1557
 FE1557                          SUPERSEDED SURVEY CONTROL
 FE1557
 FE1557  NGVD 29 (??/??/??)   80.108  (m)          262.82   (f) ADJUSTED    1 2
 FE1557
 FE1557.Superseded values are not recommended for survey control.
 FE1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1557.See file dsdata.txt to determine how the superseded data were derived.
 FE1557
 FE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE536751(NAD 83)
 FE1557_MARKER: DB = BENCH MARK DISK
 FE1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1557_STAMPING: X 76 1956
 FE1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1557+STABILITY: SURFACE MOTION
 FE1557
 FE1557  HISTORY     - Date     Condition        Report By
 FE1557  HISTORY     - 1956     MONUMENTED       CGS
 FE1557  HISTORY     - 1957     GOOD             CGS
 FE1557  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1557
 FE1557                          STATION DESCRIPTION
 FE1557
 FE1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1557'AT BARR.
 FE1557'AT BARR, ABOUT 76 YARDS NORTH ALONG A TRAIL FROM THE POST OFFICE
 FE1557'AND STORE, 26 FEET WEST OF CENTER LINE OF TRAIL LEADING NORTH,
 FE1557'35 FEET SOUTH OF CENTER LINE OF TRAIL LEADING WEST TO THE
 FE1557'MISSISSIPPI RIVER AT A POINT ACROSS RIVER FROM BARFIELD,
 FE1557'MISSISSIPPI COUNTY, ARKANSAS, 1 FOOT EAST OF A WIRE FENCE
 FE1557'AROUND A BARN LOT, 29 FEET SOUTH OF A FENCE CORNER, 51 FEET EAST
 FE1557'OF THE NORTHEAST CORNER OF A BARN, 4 1/2 FEET NORTH OF THE
 FE1557'EXTENDED NORTH FACE OF BARN, 48 FEET SOUTH OF THE SOUTH TREE OF
 FE1557'THE FIRST ROW OF CATALPA TREES WEST OF THE TRAIL LEADING NORTH,
 FE1557'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FE1557'TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE1557
 FE1557                          STATION RECOVERY (1957)
 FE1557
 FE1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1557'RECOVERED IN GOOD CONDITION.
 FE1557
 FE1557                          STATION RECOVERY (2002)
 FE1557
 FE1557'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1669 ***********************************************************************
 GB1669  DESIGNATION -  X 77
 GB1669  PID         -  GB1669
 GB1669  STATE/COUNTY-  TN/OVERTON
 GB1669  USGS QUAD   -  ALPINE (1979)
 GB1669
 GB1669                         *CURRENT SURVEY CONTROL
 GB1669  ___________________________________________________________________
 GB1669* NAD 83(1986)-  36 27 36.     (N)    085 12 23.     (W)     SCALED    
 GB1669* NAVD 88     -       308.641  (meters)    1012.60   (feet)  POSTED    
 GB1669  ___________________________________________________________________
 GB1669  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB1669  DYNAMIC HT  -         308.370 (meters)    1011.71  (feet)  COMP
 GB1669  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 GB1669
 GB1669  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1669
 GB1669.The horizontal coordinates were scaled from a topographic map and have
 GB1669.an estimated accuracy of +/- 6 seconds.
 GB1669
 GB1669.The orthometric height was determined by differential leveling
 GB1669.and adjusted by the National Geodetic Survey in 1992..
 GB1669.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1669.rate of 1.1 thru 2.0 mm/km.
 GB1669
 GB1669.The geoid height was determined by GEOID03.
 GB1669
 GB1669.The dynamic height is computed by dividing the NAVD 88
 GB1669.geopotential number by the normal gravity value computed on the
 GB1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1669.degrees latitude (g = 980.6199 gals.).
 GB1669
 GB1669.The modeled gravity was interpolated from observed gravity values.
 GB1669
 GB1669;                    North         East    Units  Estimated Accuracy
 GB1669;SPC TN       -   236,250.      671,140.      MT  (+/- 180 meters Scaled)
 GB1669
 GB1669                          SUPERSEDED SURVEY CONTROL
 GB1669
 GB1669  NGVD 29 (??/??/92)  308.740  (m)         1012.92   (f) ADJ UNCH    2 0
 GB1669
 GB1669.Superseded values are not recommended for survey control.
 GB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1669.See file dsdata.txt to determine how the superseded data were derived.
 GB1669
 GB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF607364(NAD 83)
 GB1669_MARKER: DB = BENCH MARK DISK
 GB1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1669_STAMPING: X 77 1935
 GB1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1669+STABILITY: SURFACE MOTION
 GB1669
 GB1669  HISTORY     - Date     Condition        Report By
 GB1669  HISTORY     - 1935     MONUMENTED       CGS
 GB1669
 GB1669                          STATION DESCRIPTION
 GB1669
 GB1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1669'2 MI SW FROM WIRMINGHAM.
 GB1669'2 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1669'AT WIRMINGHAM, OVERTON COUNTY, 300 YARDS NORTH OF A T-ROAD
 GB1669'LEADING WEST OVER A SMALL HILL, 32 YARDS SOUTHWEST OF THE SOUTHWEST
 GB1669'CORNER OF THE RESIDENCE OF TROY SMITH, 23 FEET EAST OF THE
 GB1669'CENTERLINE OF THE HIGHWAY, 29 FEET SOUTH OF A WIRE FENCE, AND
 GB1669'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 77 1935 AND
 GB1669'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0035 ***********************************************************************
 FD0035  DESIGNATION -  X 78
 FD0035  PID         -  FD0035
 FD0035  STATE/COUNTY-  TN/CANNON
 FD0035  USGS QUAD   -  AUBURNTOWN (1983)
 FD0035
 FD0035                         *CURRENT SURVEY CONTROL
 FD0035  ___________________________________________________________________
 FD0035* NAD 83(1986)-  35 55 42.     (N)    086 00 22.     (W)     SCALED    
 FD0035* NAVD 88     -       206.052  (meters)     676.02   (feet)  ADJUSTED  
 FD0035  ___________________________________________________________________
 FD0035  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FD0035  DYNAMIC HT  -         205.868 (meters)     675.42  (feet)  COMP
 FD0035  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FD0035
 FD0035  VERT ORDER  -  SECOND    CLASS 0
 FD0035
 FD0035.The horizontal coordinates were scaled from a topographic map and have
 FD0035.an estimated accuracy of +/- 6 seconds.
 FD0035
 FD0035.The orthometric height was determined by differential leveling
 FD0035.and adjusted by the National Geodetic Survey in June 1991..
 FD0035
 FD0035.The geoid height was determined by GEOID03.
 FD0035
 FD0035.The dynamic height is computed by dividing the NAVD 88
 FD0035.geopotential number by the normal gravity value computed on the
 FD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0035.degrees latitude (g = 980.6199 gals.).
 FD0035
 FD0035.The modeled gravity was interpolated from observed gravity values.
 FD0035
 FD0035;                    North         East    Units  Estimated Accuracy
 FD0035;SPC TN       -   176,960.      599,450.      MT  (+/- 180 meters Scaled)
 FD0035
 FD0035                          SUPERSEDED SURVEY CONTROL
 FD0035
 FD0035  NGVD 29 (??/??/92)  206.090  (m)          676.15   (f) ADJ UNCH    2 0
 FD0035
 FD0035.Superseded values are not recommended for survey control.
 FD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0035.See file dsdata.txt to determine how the superseded data were derived.
 FD0035
 FD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE896764(NAD 83)
 FD0035_MARKER: DB = BENCH MARK DISK
 FD0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0035_SP_SET: CULVERT
 FD0035_STAMPING: X 78 1935
 FD0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0035
 FD0035  HISTORY     - Date     Condition        Report By
 FD0035  HISTORY     - 1935     MONUMENTED       CGS
 FD0035  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0035
 FD0035                          STATION DESCRIPTION
 FD0035
 FD0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FD0035'1.3 MI S FROM GASSAWAY.
 FD0035'1.3 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE POST OFFICE AT
 FD0035'GASSAWAY, CANNON COUNTY, 100 YARDS SOUTHWEST OF THE SOUTHWEST END
 FD0035'OF THE HOUSE BELONGING IN 1935 TO HELEN MELTON, AT THE BOTTOM
 FD0035'OF A SHORT HILL, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP
 FD0035'OF THE EAST HEADWALL, 18 FEET NORTHEAST OF THE CENTERLINE OF THE
 FD0035'HIGHWAY, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  A
 FD0035'STANDARD DISK, STAMPED X 78 1935.
 FD0035
 FD0035                          STATION RECOVERY (2002)
 FD0035
 FD0035'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0169 ***********************************************************************
 GC0169  DESIGNATION -  X 79
 GC0169  PID         -  GC0169
 GC0169  STATE/COUNTY-  TN/WILSON
 GC0169  USGS QUAD   -  WATERTOWN (1994)
 GC0169
 GC0169                         *CURRENT SURVEY CONTROL
 GC0169  ___________________________________________________________________
 GC0169* NAD 83(1986)-  36 05 50.     (N)    086 10 14.     (W)     SCALED    
 GC0169* NAVD 88     -       218.697  (meters)     717.51   (feet)  ADJUSTED  
 GC0169  ___________________________________________________________________
 GC0169  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0169  DYNAMIC HT  -         218.510 (meters)     716.89  (feet)  COMP
 GC0169  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0169
 GC0169  VERT ORDER  -  SECOND    CLASS 0
 GC0169
 GC0169.The horizontal coordinates were scaled from a topographic map and have
 GC0169.an estimated accuracy of +/- 6 seconds.
 GC0169
 GC0169.The orthometric height was determined by differential leveling
 GC0169.and adjusted by the National Geodetic Survey in June 1991..
 GC0169
 GC0169.The geoid height was determined by GEOID03.
 GC0169
 GC0169.The dynamic height is computed by dividing the NAVD 88
 GC0169.geopotential number by the normal gravity value computed on the
 GC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0169.degrees latitude (g = 980.6199 gals.).
 GC0169
 GC0169.The modeled gravity was interpolated from observed gravity values.
 GC0169
 GC0169;                    North         East    Units  Estimated Accuracy
 GC0169;SPC TN       -   195,720.      584,640.      MT  (+/- 180 meters Scaled)
 GC0169
 GC0169                          SUPERSEDED SURVEY CONTROL
 GC0169
 GC0169  NGVD 29 (??/??/92)  218.751  (m)          717.69   (f) ADJ UNCH    2 0
 GC0169
 GC0169.Superseded values are not recommended for survey control.
 GC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0169.See file dsdata.txt to determine how the superseded data were derived.
 GC0169
 GC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE746950(NAD 83)
 GC0169_MARKER: DB = BENCH MARK DISK
 GC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0169_STAMPING: X 79 1935
 GC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0169+STABILITY: SURFACE MOTION
 GC0169
 GC0169  HISTORY     - Date     Condition        Report By
 GC0169  HISTORY     - 1935     MONUMENTED       CGS
 GC0169
 GC0169                          STATION DESCRIPTION
 GC0169
 GC0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0169'2.1 MI W FROM WATERTOWN.
 GC0169'2.1 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0169'STATION AT WATERTOWN WILSON COUNTY, 270 YARDS WEST OF MILEPOST
 GC0169'43, 25 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 24 FEET NORTH
 GC0169'OF THE NORTH RAIL, 3 FEET SOUTH OF A WIRE FENCE, AND 2 FEET LOWER
 GC0169'THAN THE RAIL.  A STANDARD DISK, STAMPED X 79 1935 AND SET IN
 GC0169'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0441 ***********************************************************************
 GC0441  DESIGNATION -  X 8
 GC0441  PID         -  GC0441
 GC0441  STATE/COUNTY-  TN/DAVIDSON
 GC0441  USGS QUAD   -  OAK HILL (1968)
 GC0441
 GC0441                         *CURRENT SURVEY CONTROL
 GC0441  ___________________________________________________________________
 GC0441* NAD 83(1986)-  36 06 46.     (N)    086 46 16.     (W)     SCALED    
 GC0441* NAVD 88     -       154.284  (meters)     506.18   (feet)  POSTED    
 GC0441  ___________________________________________________________________
 GC0441  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0441  DYNAMIC HT  -         154.150 (meters)     505.74  (feet)  COMP
 GC0441  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0441
 GC0441  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GC0441
 GC0441.The horizontal coordinates were scaled from a topographic map and have
 GC0441.an estimated accuracy of +/- 6 seconds.
 GC0441
 GC0441.The orthometric height was determined by differential leveling
 GC0441.and adjusted by the National Geodetic Survey in 1992..
 GC0441.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GC0441.rate of 1.1 thru 2.0 mm/km.
 GC0441
 GC0441.The geoid height was determined by GEOID03.
 GC0441
 GC0441.The dynamic height is computed by dividing the NAVD 88
 GC0441.geopotential number by the normal gravity value computed on the
 GC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0441.degrees latitude (g = 980.6199 gals.).
 GC0441
 GC0441.The modeled gravity was interpolated from observed gravity values.
 GC0441
 GC0441;                    North         East    Units  Estimated Accuracy
 GC0441;SPC TN       -   197,700.      530,580.      MT  (+/- 180 meters Scaled)
 GC0441
 GC0441                          SUPERSEDED SURVEY CONTROL
 GC0441
 GC0441  NGVD 29 (??/??/92)  154.302  (m)          506.24   (f) ADJ UNCH    1 2
 GC0441
 GC0441.Superseded values are not recommended for survey control.
 GC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0441.See file dsdata.txt to determine how the superseded data were derived.
 GC0441
 GC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE206964(NAD 83)
 GC0441_MARKER: DB = BENCH MARK DISK
 GC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0441_STAMPING: 506.584 X 8 1931
 GC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0441+STABILITY: SURFACE MOTION
 GC0441
 GC0441  HISTORY     - Date     Condition        Report By
 GC0441  HISTORY     - 1931     MONUMENTED       CGS
 GC0441  HISTORY     - 1949     MARK NOT FOUND   NGS
 GC0441  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0441
 GC0441                          STATION DESCRIPTION
 GC0441
 GC0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0441'3.4 MI S FROM NASHVILLE.
 GC0441'3.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0441'UNION STATION AT NASHVILLE, DAVIDSON COUNTY, 5 RAILS NORTH OF
 GC0441'MILEPOST 190, 58 FEET SOUTH OF THE CROSSING OF THOMPSONS LANE,
 GC0441'AND 19 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 GC0441'506.584 X 8 1931 AND SET IN THE TOP OF A CONCRETE POST.
 GC0441
 GC0441                          STATION RECOVERY (1984)
 GC0441
 GC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0441'NOT RECOVERED.  PROBABLY DESTROYED BY OVERHEAD BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1660 ***********************************************************************
 GB1660  DESIGNATION -  X 80
 GB1660  PID         -  GB1660
 GB1660  STATE/COUNTY-  TN/OVERTON
 GB1660  USGS QUAD   -  OKALONA (1979)
 GB1660
 GB1660                         *CURRENT SURVEY CONTROL
 GB1660  ___________________________________________________________________
 GB1660* NAD 83(1986)-  36 20 02.     (N)    085 20 25.     (W)     SCALED    
 GB1660* NAVD 88     -       283.520  (meters)     930.18   (feet)  ADJUSTED  
 GB1660  ___________________________________________________________________
 GB1660  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB1660  DYNAMIC HT  -         283.266 (meters)     929.35  (feet)  COMP
 GB1660  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1660
 GB1660  VERT ORDER  -  SECOND    CLASS 0
 GB1660
 GB1660.The horizontal coordinates were scaled from a topographic map and have
 GB1660.an estimated accuracy of +/- 6 seconds.
 GB1660
 GB1660.The orthometric height was determined by differential leveling
 GB1660.and adjusted by the National Geodetic Survey in June 1991..
 GB1660
 GB1660.The geoid height was determined by GEOID03.
 GB1660
 GB1660.The dynamic height is computed by dividing the NAVD 88
 GB1660.geopotential number by the normal gravity value computed on the
 GB1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1660.degrees latitude (g = 980.6199 gals.).
 GB1660
 GB1660.The modeled gravity was interpolated from observed gravity values.
 GB1660
 GB1660;                    North         East    Units  Estimated Accuracy
 GB1660;SPC TN       -   222,160.      659,230.      MT  (+/- 180 meters Scaled)
 GB1660
 GB1660                          SUPERSEDED SURVEY CONTROL
 GB1660
 GB1660  NGVD 29 (??/??/92)  283.604  (m)          930.46   (f) ADJ UNCH    2 0
 GB1660
 GB1660.Superseded values are not recommended for survey control.
 GB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1660.See file dsdata.txt to determine how the superseded data were derived.
 GB1660
 GB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF489222(NAD 83)
 GB1660_MARKER: DB = BENCH MARK DISK
 GB1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1660_STAMPING: X 80 1935
 GB1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1660+STABILITY: SURFACE MOTION
 GB1660
 GB1660  HISTORY     - Date     Condition        Report By
 GB1660  HISTORY     - 1935     MONUMENTED       CGS
 GB1660  HISTORY     - 1955     MARK NOT FOUND   USGS
 GB1660
 GB1660                          STATION DESCRIPTION
 GB1660
 GB1660'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GB1660'4.2 MI S FROM LIVINGSTON.
 GB1660'4.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COURTHOUSE AT
 GB1660'LIVINGSTON, OVERTON COUNTY, 400 YARDS NORTH OF MATHEWS BRANCH,
 GB1660'150 YARDS NORTH OF HOUSE OWNED BY VIRGIL LEE, 15 FEET SOUTHWEST
 GB1660'OF A 24-INCH SYCAMORE TREE, 26 FEET EAST OF THE CENTERLINE OF THE
 GB1660'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GB1660'STAMPED X 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1348 ***********************************************************************
 GB1348  DESIGNATION -  X 81
 GB1348  PID         -  GB1348
 GB1348  STATE/COUNTY-  TN/CLAY
 GB1348  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1348
 GB1348                         *CURRENT SURVEY CONTROL
 GB1348  ___________________________________________________________________
 GB1348* NAD 83(1986)-  36 30 55.     (N)    085 28 25.     (W)     SCALED    
 GB1348* NAVD 88     -       293.659  (meters)     963.45   (feet)  ADJUSTED  
 GB1348  ___________________________________________________________________
 GB1348  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB1348  DYNAMIC HT  -         293.406 (meters)     962.62  (feet)  COMP
 GB1348  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 GB1348
 GB1348  VERT ORDER  -  SECOND    CLASS 0
 GB1348
 GB1348.The horizontal coordinates were scaled from a topographic map and have
 GB1348.an estimated accuracy of +/- 6 seconds.
 GB1348
 GB1348.The orthometric height was determined by differential leveling
 GB1348.and adjusted by the National Geodetic Survey in June 1991..
 GB1348
 GB1348.The geoid height was determined by GEOID03.
 GB1348
 GB1348.The dynamic height is computed by dividing the NAVD 88
 GB1348.geopotential number by the normal gravity value computed on the
 GB1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1348.degrees latitude (g = 980.6199 gals.).
 GB1348
 GB1348.The modeled gravity was interpolated from observed gravity values.
 GB1348
 GB1348;                    North         East    Units  Estimated Accuracy
 GB1348;SPC TN       -   242,220.      647,150.      MT  (+/- 180 meters Scaled)
 GB1348
 GB1348                          SUPERSEDED SURVEY CONTROL
 GB1348
 GB1348  NGVD 29 (??/??/92)  293.760  (m)          963.78   (f) ADJ UNCH    2 0
 GB1348
 GB1348.Superseded values are not recommended for survey control.
 GB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1348.See file dsdata.txt to determine how the superseded data were derived.
 GB1348
 GB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF366421(NAD 83)
 GB1348_MARKER: DB = BENCH MARK DISK
 GB1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1348_STAMPING: X 81 1935
 GB1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1348+STABILITY: SURFACE MOTION
 GB1348
 GB1348  HISTORY     - Date     Condition        Report By
 GB1348  HISTORY     - 1935     MONUMENTED       CGS
 GB1348  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB1348
 GB1348                          STATION DESCRIPTION
 GB1348
 GB1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1348'4 MI SE FROM CELINA.
 GB1348'ABOUT 4 MILES SOUTHEAST ALONG STATE HIGHWAY 52 FROM THE
 GB1348'COURTHOUSE AT CELINA, CLAY COUNTY, ABOUT 175 YARDS EAST OF THE
 GB1348'SUMMIT OF A HILL, 75 YARDS FROM A FARMHOUSE OWNED BY THOMAS
 GB1348'HAYES, 19 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GB1348'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1348'X 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1348
 GB1348                          STATION RECOVERY (1968)
 GB1348
 GB1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0074 ***********************************************************************
 GC0074  DESIGNATION -  X 82
 GC0074  PID         -  GC0074
 GC0074  STATE/COUNTY-  TN/MACON
 GC0074  USGS QUAD   -  LAFAYETTE (1983)
 GC0074
 GC0074                         *CURRENT SURVEY CONTROL
 GC0074  ___________________________________________________________________
 GC0074* NAD 83(1986)-  36 31 14.     (N)    086 01 34.     (W)     SCALED    
 GC0074* NAVD 88     -       292.678  (meters)     960.23   (feet)  ADJUSTED  
 GC0074  ___________________________________________________________________
 GC0074  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC0074  DYNAMIC HT  -         292.434 (meters)     959.43  (feet)  COMP
 GC0074  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC0074
 GC0074  VERT ORDER  -  SECOND    CLASS 0
 GC0074
 GC0074.The horizontal coordinates were scaled from a topographic map and have
 GC0074.an estimated accuracy of +/- 6 seconds.
 GC0074
 GC0074.The orthometric height was determined by differential leveling
 GC0074.and adjusted by the National Geodetic Survey in June 1991..
 GC0074
 GC0074.The geoid height was determined by GEOID03.
 GC0074
 GC0074.The dynamic height is computed by dividing the NAVD 88
 GC0074.geopotential number by the normal gravity value computed on the
 GC0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0074.degrees latitude (g = 980.6199 gals.).
 GC0074
 GC0074.The modeled gravity was interpolated from observed gravity values.
 GC0074
 GC0074;                    North         East    Units  Estimated Accuracy
 GC0074;SPC TN       -   242,680.      597,660.      MT  (+/- 180 meters Scaled)
 GC0074
 GC0074                          SUPERSEDED SURVEY CONTROL
 GC0074
 GC0074  NGVD 29 (??/??/92)  292.762  (m)          960.50   (f) ADJ UNCH    2 0
 GC0074
 GC0074.Superseded values are not recommended for survey control.
 GC0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0074.See file dsdata.txt to determine how the superseded data were derived.
 GC0074
 GC0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF871421(NAD 83)
 GC0074_MARKER: DB = BENCH MARK DISK
 GC0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0074_STAMPING: X 82 1935
 GC0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0074+STABILITY: SURFACE MOTION
 GC0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0074+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 GC0074
 GC0074  HISTORY     - Date     Condition        Report By
 GC0074  HISTORY     - 1935     MONUMENTED       CGS
 GC0074  HISTORY     - 20060322 GOOD             TNDT
 GC0074
 GC0074                          STATION DESCRIPTION
 GC0074
 GC0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0074'AT LAFAYETTE.
 GC0074'AT LAFAYETTE, MACON COUNTY, AT THE COUNTY COURTHOUSE, 35 FEET
 GC0074'WEST OF THE WEST ENTRANCE, 8.2 FEET EAST OF A CONCRETE CURB
 GC0074'SURROUNDING THE LAWN, AND 4.8 FEET NORTH OF A CONCRETE WALK.  A
 GC0074'STANDARD DISK, STAMPED X 82 1935 AND SET IN THE TOP OF A CONCRETE
 GC0074'POST PROJECTING 6 INCHES ABOVE GROUND.
 GC0074
 GC0074                          STATION RECOVERY (2006)
 GC0074
 GC0074'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (DWB)
 GC0074'THE COURTHOUSE OBSTRUCTS A GREAT DEAL OF THE SOUTHERN SKY, BUT
 GC0074'SUCCESSFUL SATTELITE OBSERVATIONS HAVE BEEN TAKEN ON A NUMBER OF
 GC0074'OCCASIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1758 ***********************************************************************
 GB1758  DESIGNATION -  X 83
 GB1758  PID         -  GB1758
 GB1758  STATE/COUNTY-  TN/PUTNAM
 GB1758  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1758
 GB1758                         *CURRENT SURVEY CONTROL
 GB1758  ___________________________________________________________________
 GB1758* NAD 83(1986)-  36 08 08.     (N)    085 47 21.     (W)     SCALED    
 GB1758* NAVD 88     -       160.697  (meters)     527.22   (feet)  ADJUSTED  
 GB1758  ___________________________________________________________________
 GB1758  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1758  DYNAMIC HT  -         160.558 (meters)     526.76  (feet)  COMP
 GB1758  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1758
 GB1758  VERT ORDER  -  SECOND    CLASS 0
 GB1758
 GB1758.The horizontal coordinates were scaled from a topographic map and have
 GB1758.an estimated accuracy of +/- 6 seconds.
 GB1758
 GB1758.The orthometric height was determined by differential leveling
 GB1758.and adjusted by the National Geodetic Survey in June 1991..
 GB1758
 GB1758.The geoid height was determined by GEOID03.
 GB1758
 GB1758.The dynamic height is computed by dividing the NAVD 88
 GB1758.geopotential number by the normal gravity value computed on the
 GB1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1758.degrees latitude (g = 980.6199 gals.).
 GB1758
 GB1758.The modeled gravity was interpolated from observed gravity values.
 GB1758
 GB1758;                    North         East    Units  Estimated Accuracy
 GB1758;SPC TN       -   199,980.      618,980.      MT  (+/- 180 meters Scaled)
 GB1758
 GB1758                          SUPERSEDED SURVEY CONTROL
 GB1758
 GB1758  NGVD 29 (??/??/92)  160.768  (m)          527.45   (f) ADJ UNCH    2 0
 GB1758
 GB1758.Superseded values are not recommended for survey control.
 GB1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1758.See file dsdata.txt to determine how the superseded data were derived.
 GB1758
 GB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE089996(NAD 83)
 GB1758_MARKER: DB = BENCH MARK DISK
 GB1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1758_STAMPING: X 83 1935
 GB1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1758+STABILITY: SURFACE MOTION
 GB1758
 GB1758  HISTORY     - Date     Condition        Report By
 GB1758  HISTORY     - 1935     MONUMENTED       CGS
 GB1758  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1758
 GB1758                          STATION DESCRIPTION
 GB1758
 GB1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1758'AT BUFFALO VALLEY.
 GB1758'AT BUFFALO VALLEY, PUTNAM COUNTY, 125 YARDS SOUTHWEST OF THE
 GB1758'TENNESSEE CENTRAL RAILWAY STATION, 26 FEET SOUTHEAST OF THE
 GB1758'INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF A DIRT DRIVE
 GB1758'TO A HOUSE, 21 FEET SOUTH OF THE SOUTH RAIL, AND 0.5 FOOT LOWER
 GB1758'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED X 83 1935 AND
 GB1758'SET IN THE TOP OF A CONCRETE POST.
 GB1758
 GB1758                          STATION RECOVERY (1960)
 GB1758
 GB1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1645 ***********************************************************************
 GB1645  DESIGNATION -  X 84
 GB1645  PID         -  GB1645
 GB1645  STATE/COUNTY-  TN/CUMBERLAND
 GB1645  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1645
 GB1645                         *CURRENT SURVEY CONTROL
 GB1645  ___________________________________________________________________
 GB1645* NAD 83(1986)-  36 02 37.     (N)    085 10 09.     (W)     SCALED    
 GB1645* NAVD 88     -       597.091  (meters)    1958.96   (feet)  ADJUSTED  
 GB1645  ___________________________________________________________________
 GB1645  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB1645  DYNAMIC HT  -         596.537 (meters)    1957.14  (feet)  COMP
 GB1645  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 GB1645
 GB1645  VERT ORDER  -  SECOND    CLASS 0
 GB1645
 GB1645.The horizontal coordinates were scaled from a topographic map and have
 GB1645.an estimated accuracy of +/- 6 seconds.
 GB1645
 GB1645.The orthometric height was determined by differential leveling
 GB1645.and adjusted by the National Geodetic Survey in June 1991..
 GB1645
 GB1645.The geoid height was determined by GEOID03.
 GB1645
 GB1645.The dynamic height is computed by dividing the NAVD 88
 GB1645.geopotential number by the normal gravity value computed on the
 GB1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1645.degrees latitude (g = 980.6199 gals.).
 GB1645
 GB1645.The modeled gravity was interpolated from observed gravity values.
 GB1645
 GB1645;                    North         East    Units  Estimated Accuracy
 GB1645;SPC TN       -   190,070.      674,870.      MT  (+/- 180 meters Scaled)
 GB1645
 GB1645                          SUPERSEDED SURVEY CONTROL
 GB1645
 GB1645  NGVD 29 (??/??/92)  597.121  (m)         1959.05   (f) ADJ UNCH    2 0
 GB1645
 GB1645.Superseded values are not recommended for survey control.
 GB1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1645.See file dsdata.txt to determine how the superseded data were derived.
 GB1645
 GB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE649903(NAD 83)
 GB1645_MARKER: DB = BENCH MARK DISK
 GB1645_SETTING: 66 = SET IN ROCK OUTCROP
 GB1645_SP_SET: ROCK LEDGE
 GB1645_STAMPING: X 84 1935
 GB1645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1645+STABILITY: POSITION/ELEVATION WELL
 GB1645
 GB1645  HISTORY     - Date     Condition        Report By
 GB1645  HISTORY     - 1935     MONUMENTED       CGS
 GB1645  HISTORY     - 1960     GOOD             NGS
 GB1645
 GB1645                          STATION DESCRIPTION
 GB1645
 GB1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1645'1.4 MI E FROM MAYLAND.
 GB1645'FROM THE POST OFFICE IN MAYLAND, GO 1.35 MILES EAST ON U.S.
 GB1645'HIGHWAY 70N, THENCE ABOUT 50 YARDS NORTH ON A PAVED ROAD TO A
 GB1645'RAILROAD CROSSING.  THE BENCH MARK IS ABOUT 51 YARDS EAST OF THE
 GB1645'STATION SIGNBOARD AT CAMPBELL JUNCTION, ABOUT 130 YARDS EAST OF THE
 GB1645'WATER TOWER FOUNDATION, 27 FT. SOUTH OF THE SOUTH RAIL.  THE DISK
 GB1645'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK LEDGE, AND IS
 GB1645'ABOUT 5 FT. LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0015 ***********************************************************************
 GC0015  DESIGNATION -  X 85
 GC0015  PID         -  GC0015
 GC0015  STATE/COUNTY-  TN/SUMNER
 GC0015  USGS QUAD   -  ADOLPHUS (1954)
 GC0015
 GC0015                         *CURRENT SURVEY CONTROL
 GC0015  ___________________________________________________________________
 GC0015* NAD 83(1986)-  36 38 06.     (N)    086 15 51.     (W)     SCALED    
 GC0015* NAVD 88     -       207.881  (meters)     682.02   (feet)  ADJUSTED  
 GC0015  ___________________________________________________________________
 GC0015  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0015  DYNAMIC HT  -         207.715 (meters)     681.48  (feet)  COMP
 GC0015  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GC0015
 GC0015  VERT ORDER  -  SECOND    CLASS 0
 GC0015
 GC0015.The horizontal coordinates were scaled from a topographic map and have
 GC0015.an estimated accuracy of +/- 6 seconds.
 GC0015
 GC0015.The orthometric height was determined by differential leveling
 GC0015.and adjusted by the National Geodetic Survey in June 1991..
 GC0015
 GC0015.The geoid height was determined by GEOID03.
 GC0015
 GC0015.The dynamic height is computed by dividing the NAVD 88
 GC0015.geopotential number by the normal gravity value computed on the
 GC0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0015.degrees latitude (g = 980.6199 gals.).
 GC0015
 GC0015.The modeled gravity was interpolated from observed gravity values.
 GC0015
 GC0015;                    North         East    Units  Estimated Accuracy
 GC0015;SPC TN       -   255,410.      576,370.      MT  (+/- 180 meters Scaled)
 GC0015
 GC0015                          SUPERSEDED SURVEY CONTROL
 GC0015
 GC0015  NGVD 29 (??/??/92)  207.008  (m)          679.16   (f) ADJ UNCH    2 0
 GC0015
 GC0015.Superseded values are not recommended for survey control.
 GC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0015.See file dsdata.txt to determine how the superseded data were derived.
 GC0015
 GC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657546(NAD 83)
 GC0015_MARKER: DB = BENCH MARK DISK
 GC0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0015_STAMPING: X 85 1935
 GC0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0015+STABILITY: SURFACE MOTION
 GC0015
 GC0015  HISTORY     - Date     Condition        Report By
 GC0015  HISTORY     - 1935     MONUMENTED       CGS
 GC0015  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0015
 GC0015                          STATION DESCRIPTION
 GC0015
 GC0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0015'0.6 MI N FROM SUGAR GROVE.
 GC0015'0.6 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 GC0015'STATION AT SUGAR GROVE, SUMNER COUNTY, 0.6 MILE SOUTH OF THE
 GC0015'TENNESSEE-KENTUCKY STATE LINE, 65 FEET EAST OF THE CENTERLINE OF THE
 GC0015'U.S. HIGHWAY 31 E, 14 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 GC0015'LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED X 85 1935
 GC0015'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE R.R. STATION AT
 GC0015'SUGAR GROVE HAS BEEN TORN DOWN.
 GC0015
 GC0015                          STATION RECOVERY (1961)
 GC0015
 GC0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0357 ***********************************************************************
 GC0357  DESIGNATION -  X 86
 GC0357  PID         -  GC0357
 GC0357  STATE/COUNTY-  TN/DAVIDSON
 GC0357  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0357
 GC0357                         *CURRENT SURVEY CONTROL
 GC0357  ___________________________________________________________________
 GC0357* NAD 83(1986)-  36 11 15.     (N)    086 45 31.     (W)     SCALED    
 GC0357* NAVD 88     -       135.026  (meters)     443.00   (feet)  ADJUSTED  
 GC0357  ___________________________________________________________________
 GC0357  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0357  DYNAMIC HT  -         134.911 (meters)     442.62  (feet)  COMP
 GC0357  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GC0357
 GC0357  VERT ORDER  -  SECOND    CLASS 0
 GC0357
 GC0357.The horizontal coordinates were scaled from a topographic map and have
 GC0357.an estimated accuracy of +/- 6 seconds.
 GC0357
 GC0357.The orthometric height was determined by differential leveling
 GC0357.and adjusted by the National Geodetic Survey in June 1991..
 GC0357
 GC0357.The geoid height was determined by GEOID03.
 GC0357
 GC0357.The dynamic height is computed by dividing the NAVD 88
 GC0357.geopotential number by the normal gravity value computed on the
 GC0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0357.degrees latitude (g = 980.6199 gals.).
 GC0357
 GC0357.The modeled gravity was interpolated from observed gravity values.
 GC0357
 GC0357;                    North         East    Units  Estimated Accuracy
 GC0357;SPC TN       -   205,980.      531,770.      MT  (+/- 180 meters Scaled)
 GC0357
 GC0357                          SUPERSEDED SURVEY CONTROL
 GC0357
 GC0357  NGVD 29 (??/??/92)  135.056  (m)          443.10   (f) ADJ UNCH    2 0
 GC0357
 GC0357.Superseded values are not recommended for survey control.
 GC0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0357.See file dsdata.txt to determine how the superseded data were derived.
 GC0357
 GC0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF217047(NAD 83)
 GC0357_MARKER: DB = BENCH MARK DISK
 GC0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0357_STAMPING: X 86 1935
 GC0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0357+STABILITY: SURFACE MOTION
 GC0357
 GC0357  HISTORY     - Date     Condition        Report By
 GC0357  HISTORY     - 1935     MONUMENTED       CGS
 GC0357  HISTORY     - 1949     MARK NOT FOUND   NGS
 GC0357
 GC0357                          STATION DESCRIPTION
 GC0357
 GC0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0357'3.1 MI N FROM NASHVILLE.
 GC0357'3.1 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0357'THE STATION AT NASHVILLE, DAVIDSON COUNTY, 200 YARDS NORTH OF THE
 GC0357'CLEVELAND STREET VIADUCT, 120 YARDS SOUTH OF THE SOUTH END OF THE
 GC0357'KANGAROO SHOE COMPANY FACTORY, 61 YARDS NORTH OF SEMAPHORE 1813,
 GC0357'AND 46.7 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 GC0357'X 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0189 ***********************************************************************
 GC0189  DESIGNATION -  X 87
 GC0189  PID         -  GC0189
 GC0189  STATE/COUNTY-  TN/SUMNER
 GC0189  USGS QUAD   -  GALLATIN (1983)
 GC0189
 GC0189                         *CURRENT SURVEY CONTROL
 GC0189  ___________________________________________________________________
 GC0189* NAD 83(1986)-  36 23 41.     (N)    086 27 00.     (W)     SCALED    
 GC0189* NAVD 88     -       161.853  (meters)     531.01   (feet)  ADJUSTED  
 GC0189  ___________________________________________________________________
 GC0189  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0189  DYNAMIC HT  -         161.720 (meters)     530.58  (feet)  COMP
 GC0189  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0189
 GC0189  VERT ORDER  -  SECOND    CLASS 0
 GC0189
 GC0189.The horizontal coordinates were scaled from a topographic map and have
 GC0189.an estimated accuracy of +/- 6 seconds.
 GC0189
 GC0189.The orthometric height was determined by differential leveling
 GC0189.and adjusted by the National Geodetic Survey in June 1991..
 GC0189
 GC0189.The geoid height was determined by GEOID03.
 GC0189
 GC0189.The dynamic height is computed by dividing the NAVD 88
 GC0189.geopotential number by the normal gravity value computed on the
 GC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0189.degrees latitude (g = 980.6199 gals.).
 GC0189
 GC0189.The modeled gravity was interpolated from observed gravity values.
 GC0189
 GC0189;                    North         East    Units  Estimated Accuracy
 GC0189;SPC TN       -   228,810.      559,630.      MT  (+/- 180 meters Scaled)
 GC0189
 GC0189                          SUPERSEDED SURVEY CONTROL
 GC0189
 GC0189  NGVD 29 (??/??/92)  161.932  (m)          531.27   (f) ADJ UNCH    2 0
 GC0189
 GC0189.Superseded values are not recommended for survey control.
 GC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0189.See file dsdata.txt to determine how the superseded data were derived.
 GC0189
 GC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF493278(NAD 83)
 GC0189_MARKER: DB = BENCH MARK DISK
 GC0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0189_STAMPING: X 87 1935
 GC0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0189+STABILITY: SURFACE MOTION
 GC0189
 GC0189  HISTORY     - Date     Condition        Report By
 GC0189  HISTORY     - 1935     MONUMENTED       CGS
 GC0189  HISTORY     - 1955     MARK NOT FOUND   NGS
 GC0189  HISTORY     - 1961     GOOD             NGS
 GC0189
 GC0189                          STATION DESCRIPTION
 GC0189
 GC0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GC0189'0.2 MI N FROM GALLATIN.
 GC0189'0.2 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0189'THE STATION AT GALLATIN, SUMNER COUNTY, 84 YARDS SOUTH OF
 GC0189'SIGNAL BRIDGE NO. 1582, 26 FEET NORTHEAST OF THE NORTHEAST CORNER
 GC0189'OF A SMALL ONE-STORY HOUSE, 17 FEET WEST OF THE WEST RAIL, AND
 GC0189'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 87 1935 AND
 GC0189'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS BURIED
 GC0189'3 IN UNDER GROUND.
 GC0189
 GC0189                          STATION RECOVERY (1961)
 GC0189
 GC0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1611 ***********************************************************************
 FE1611  DESIGNATION -  X 88
 FE1611  PID         -  FE1611
 FE1611  STATE/COUNTY-  TN/LAUDERDALE
 FE1611  USGS QUAD   -  GOLDDUST (1983)
 FE1611
 FE1611                         *CURRENT SURVEY CONTROL
 FE1611  ___________________________________________________________________
 FE1611* NAD 83(1986)-  35 42 30.     (N)    089 47 05.     (W)     SCALED    
 FE1611* NAVD 88     -        75.882  (meters)     248.96   (feet)  ADJUSTED  
 FE1611  ___________________________________________________________________
 FE1611  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1611  DYNAMIC HT  -          75.818 (meters)     248.75  (feet)  COMP
 FE1611  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1611
 FE1611  VERT ORDER  -  FIRST     CLASS II
 FE1611
 FE1611.The horizontal coordinates were scaled from a topographic map and have
 FE1611.an estimated accuracy of +/- 6 seconds.
 FE1611
 FE1611.The orthometric height was determined by differential leveling
 FE1611.and adjusted by the National Geodetic Survey in June 1991..
 FE1611
 FE1611.The geoid height was determined by GEOID03.
 FE1611
 FE1611.The dynamic height is computed by dividing the NAVD 88
 FE1611.geopotential number by the normal gravity value computed on the
 FE1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1611.degrees latitude (g = 980.6199 gals.).
 FE1611
 FE1611.The modeled gravity was interpolated from observed gravity values.
 FE1611
 FE1611;                    North         East    Units  Estimated Accuracy
 FE1611;SPC TN       -   159,180.      257,610.      MT  (+/- 180 meters Scaled)
 FE1611
 FE1611                          SUPERSEDED SURVEY CONTROL
 FE1611
 FE1611  NGVD 29 (??/??/??)   75.841  (m)          248.82   (f) ADJUSTED    1 2
 FE1611
 FE1611.Superseded values are not recommended for survey control.
 FE1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1611.See file dsdata.txt to determine how the superseded data were derived.
 FE1611
 FE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE480551(NAD 83)
 FE1611_MARKER: DB = BENCH MARK DISK
 FE1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1611_STAMPING: X 88 1957
 FE1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1611+STABILITY: SURFACE MOTION
 FE1611
 FE1611  HISTORY     - Date     Condition        Report By
 FE1611  HISTORY     - 1957     MONUMENTED       CGS
 FE1611  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1611
 FE1611                          STATION DESCRIPTION
 FE1611
 FE1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1611'5.2 MI NW FROM THREE POINT.
 FE1611'5.2 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 FE1611'STATE HIGHWAY 87 AT THREE POINT, ON OUTSIDE OF A LONG CURVE WITH
 FE1611'TANGENTS EXTENDING EAST AND NORTHEAST, 36 FEET SOUTH OF THE
 FE1611'CENTER LINE OF THE ROAD, 199 FEET SOUTHWEST AND ACROSS THE
 FE1611'ROAD FROM THE SOUTHWEST CORNER OF THE SOUTH MOST OF THREE TENANT
 FE1611'HOUSE OWNED BY WOODS LUMBER COMPANY, 31 FEET WEST OF A FENCE
 FE1611'CORNER, 7 FEET WEST OF A LONE 24-INCH PECAN TREE IN FENCE LINE,
 FE1611'1 FOOT NORTH OF FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FE1611'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1611'POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FE1611
 FE1611                          STATION RECOVERY (2002)
 FE1611
 FE1611'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1685 ***********************************************************************
 FE1685  DESIGNATION -  X 89
 FE1685  PID         -  FE1685
 FE1685  STATE/COUNTY-  TN/TIPTON
 FE1685  USGS QUAD   -  NODENA (1983)
 FE1685
 FE1685                         *CURRENT SURVEY CONTROL
 FE1685  ___________________________________________________________________
 FE1685* NAD 83(1986)-  35 30 28.     (N)    089 56 31.     (W)     SCALED    
 FE1685* NAVD 88     -        75.926  (meters)     249.10   (feet)  ADJUSTED  
 FE1685  ___________________________________________________________________
 FE1685  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1685  DYNAMIC HT  -          75.860 (meters)     248.88  (feet)  COMP
 FE1685  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FE1685
 FE1685  VERT ORDER  -  FIRST     CLASS II
 FE1685
 FE1685.The horizontal coordinates were scaled from a topographic map and have
 FE1685.an estimated accuracy of +/- 6 seconds.
 FE1685
 FE1685.The orthometric height was determined by differential leveling
 FE1685.and adjusted by the National Geodetic Survey in June 1991..
 FE1685
 FE1685.The geoid height was determined by GEOID03.
 FE1685
 FE1685.The dynamic height is computed by dividing the NAVD 88
 FE1685.geopotential number by the normal gravity value computed on the
 FE1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1685.degrees latitude (g = 980.6199 gals.).
 FE1685
 FE1685.The modeled gravity was interpolated from observed gravity values.
 FE1685
 FE1685;                    North         East    Units  Estimated Accuracy
 FE1685;SPC TN       -   137,510.      242,490.      MT  (+/- 180 meters Scaled)
 FE1685
 FE1685                          SUPERSEDED SURVEY CONTROL
 FE1685
 FE1685  NGVD 29 (??/??/??)   75.897  (m)          249.01   (f) ADJUSTED    1 2
 FE1685
 FE1685.Superseded values are not recommended for survey control.
 FE1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1685.See file dsdata.txt to determine how the superseded data were derived.
 FE1685
 FE1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE331333(NAD 83)
 FE1685_MARKER: DB = BENCH MARK DISK
 FE1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1685_STAMPING: X 89 1957
 FE1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1685+STABILITY: SURFACE MOTION
 FE1685
 FE1685  HISTORY     - Date     Condition        Report By
 FE1685  HISTORY     - 1957     MONUMENTED       CGS
 FE1685  HISTORY     - 20020412 MARK NOT FOUND   USACE
 FE1685
 FE1685                          STATION DESCRIPTION
 FE1685
 FE1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1685'4.8 MI SW FROM RANDOLPH.
 FE1685'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1685'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1685'ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59, THENCE 0.7
 FE1685'MILE SOUTHWEST ALONG A GRAVEL ROAD, NEAR THE JUNCTION OF A GRAVEL
 FE1685'ROAD LEADING WEST, 33 FEET NORTH OF THE CENTER LINE OF THE
 FE1685'GRAVEL ROAD LEADING WEST, 82 FEET WEST-NORTHWEST OF THE CENTER
 FE1685'OF THE JUNCTION OF THE NORTH-SOUTH GRAVEL ROAD AND ROAD WEST,
 FE1685'33 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A TENANT HOUSE,
 FE1685'50 FEET EAST-NORTHEAST OF A DOUBLE BODIED 40-INCH SYCAMORE TREE,
 FE1685'1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1685'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1685'POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FE1685
 FE1685                          STATION RECOVERY (2002)
 FE1685
 FE1685'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1685'IN CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0845 ***********************************************************************
 FD0845  DESIGNATION -  X 9
 FD0845  PID         -  FD0845
 FD0845  STATE/COUNTY-  TN/LAWRENCE
 FD0845  USGS QUAD   -  ETHRIDGE (1988)
 FD0845
 FD0845                         *CURRENT SURVEY CONTROL
 FD0845  ___________________________________________________________________
 FD0845* NAD 83(1986)-  35 16 38.     (N)    087 19 09.     (W)     SCALED    
 FD0845* NAVD 88     -       288.812  (meters)     947.54   (feet)  ADJUSTED  
 FD0845  ___________________________________________________________________
 FD0845  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0845  DYNAMIC HT  -         288.538 (meters)     946.65  (feet)  COMP
 FD0845  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 FD0845
 FD0845  VERT ORDER  -  FIRST     CLASS II
 FD0845
 FD0845.The horizontal coordinates were scaled from a topographic map and have
 FD0845.an estimated accuracy of +/- 6 seconds.
 FD0845
 FD0845.The orthometric height was determined by differential leveling
 FD0845.and adjusted by the National Geodetic Survey in June 1991..
 FD0845
 FD0845.The geoid height was determined by GEOID03.
 FD0845
 FD0845.The dynamic height is computed by dividing the NAVD 88
 FD0845.geopotential number by the normal gravity value computed on the
 FD0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0845.degrees latitude (g = 980.6199 gals.).
 FD0845
 FD0845.The modeled gravity was interpolated from observed gravity values.
 FD0845
 FD0845;                    North         East    Units  Estimated Accuracy
 FD0845;SPC TN       -   105,530.      479,990.      MT  (+/- 180 meters Scaled)
 FD0845
 FD0845                          SUPERSEDED SURVEY CONTROL
 FD0845
 FD0845  NGVD 29 (??/??/92)  288.775  (m)          947.42   (f) ADJ UNCH    1 2
 FD0845
 FD0845.Superseded values are not recommended for survey control.
 FD0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0845.See file dsdata.txt to determine how the superseded data were derived.
 FD0845
 FD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE709038(NAD 83)
 FD0845_MARKER: DB = BENCH MARK DISK
 FD0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0845_STAMPING: X 9 1931
 FD0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0845+STABILITY: SURFACE MOTION
 FD0845
 FD0845  HISTORY     - Date     Condition        Report By
 FD0845  HISTORY     - 1931     MONUMENTED       CGS
 FD0845  HISTORY     - 1962     GOOD             NGS
 FD0845  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0845  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0845
 FD0845                          STATION DESCRIPTION
 FD0845
 FD0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0845'2.8 MI N FROM LAWRENCEBURG.
 FD0845'2.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0845'LAWRENCEBURG, LAWRENCE COUNTY, 27 RAILS SOUTH OF MILEPOST L 266,
 FD0845'AT A ROAD CROSSING, 45 FEET EAST OF THE EAST RAIL, AND AT A FENCE
 FD0845'CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 FD0845
 FD0845                          STATION RECOVERY (1972)
 FD0845
 FD0845'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0845'MARK NOT FOUND.
 FD0845
 FD0845                          STATION RECOVERY (1983)
 FD0845
 FD0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0845'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1410 ***********************************************************************
 FE1410  DESIGNATION -  X 90
 FE1410  PID         -  FE1410
 FE1410  STATE/COUNTY-  TN/SHELBY
 FE1410  USGS QUAD   -  MILLINGTON (1997)
 FE1410
 FE1410                         *CURRENT SURVEY CONTROL
 FE1410  ___________________________________________________________________
 FE1410* NAD 83(1995)-  35 16 15.98378(N)    089 57 58.36742(W)     ADJUSTED  
 FE1410* NAVD 88     -        73.173  (meters)     240.07   (feet)  ADJUSTED  
 FE1410  ___________________________________________________________________
 FE1410  X           -       3,074.152 (meters)                     COMP
 FE1410  Y           -  -5,213,153.480 (meters)                     COMP
 FE1410  Z           -   3,662,490.456 (meters)                     COMP
 FE1410  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE1410  ELLIP HEIGHT-          45.88  (meters)          (02/20/01) GPS OBS
 FE1410  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1410  DYNAMIC HT  -          73.108 (meters)     239.86  (feet)  COMP
 FE1410  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FE1410
 FE1410  HORZ ORDER  -  FIRST
 FE1410  VERT ORDER  -  FIRST     CLASS II
 FE1410  ELLP ORDER  -  SECOND    CLASS I
 FE1410
 FE1410.The horizontal coordinates were established by GPS observations
 FE1410.and adjusted by the National Geodetic Survey in February 2001..
 FE1410
 FE1410.The orthometric height was determined by differential leveling
 FE1410.and adjusted by the National Geodetic Survey in August 1995..
 FE1410
 FE1410.Photographs are available for this station.
 FE1410
 FE1410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1410
 FE1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1410
 FE1410.The ellipsoidal height was determined by GPS observations
 FE1410.and is referenced to NAD 83.
 FE1410
 FE1410.The geoid height was determined by GEOID03.
 FE1410
 FE1410.The dynamic height is computed by dividing the NAVD 88
 FE1410.geopotential number by the normal gravity value computed on the
 FE1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1410.degrees latitude (g = 980.6199 gals.).
 FE1410
 FE1410.The modeled gravity was interpolated from observed gravity values.
 FE1410
 FE1410;                    North         East     Units Scale Factor Converg.
 FE1410;SPC TN       -   111,357.534   239,230.003   MT  0.99999634   -2 19 19.1
 FE1410;SPC TN       -   365,345.51    784,873.77   sFT  0.99999634   -2 19 19.1
 FE1410;UTM  16      - 3,907,143.565   230,183.444   MT  1.00049729   -1 42 49.9
 FE1410;UTM  15      - 3,907,329.641   775,965.185   MT  1.00053866   +1 45 10.6
 FE1410
 FE1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1410!SPC TN       -   0.99999280  x   0.99999634  =   0.99998914
 FE1410!UTM  16      -   0.99999280  x   1.00049729  =   1.00049009
 FE1410!UTM  15      -   0.99999280  x   1.00053866  =   1.00053145
 FE1410
 FE1410                          SUPERSEDED SURVEY CONTROL
 FE1410
 FE1410  NAVD 88 (06/15/91)   73.201  (m)          240.16   (f) UNKNOWN     1 2
 FE1410  NGVD 29 (??/??/??)   73.155  (m)          240.01   (f) ADJUSTED    1 2
 FE1410
 FE1410.Superseded values are not recommended for survey control.
 FE1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1410.See file dsdata.txt to determine how the superseded data were derived.
 FE1410
 FE1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3018307144(NAD 83)
 FE1410_MARKER: DB = BENCH MARK DISK
 FE1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1410_SP_SET: CONCRETE POST
 FE1410_STAMPING: X 90 1957
 FE1410_MARK LOGO: NGS   
 FE1410_PROJECTION: FLUSH
 FE1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1410+STABILITY: SURFACE MOTION
 FE1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1410+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FE1410
 FE1410  HISTORY     - Date     Condition        Report By
 FE1410  HISTORY     - 1957     MONUMENTED       CGS
 FE1410  HISTORY     - 1974     GOOD             NGS
 FE1410  HISTORY     - 19920116 GOOD             NGS
 FE1410  HISTORY     - 1999     GOOD             LOWE
 FE1410  HISTORY     - 20021007 GOOD             USACE
 FE1410  HISTORY     - 20030702 GOOD             EMCINC
 FE1410
 FE1410                          STATION DESCRIPTION
 FE1410
 FE1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1410'4.8 MI NE FROM FRAYSER.
 FE1410'ABOUT 3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY OF
 FE1410'SORROWS CHURCH AND SCHOOL AT FRAYSER, THENCE 1.05 MILES EAST
 FE1410'ALONG FITE ROAD (PAVED) TO THE ILLINOIS CENTRAL RAILROAD, 0.1
 FE1410'MILE SOUTHWEST OF THE CROSSING OF FITE ROAD, 13 RAILS NORTHEAST
 FE1410'OF A TOOL AND CAR SHED BETWEEN TRACKS AT WOODSTOCK, WHICH IS A
 FE1410'SIDING, 140 FEET SOUTH OF THE CENTER LINE OF FITE ROAD (BEFORE
 FE1410'MARKING CURVE), 82 FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN
 FE1410'TRACK, 42 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK,
 FE1410'27 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 10 FEET
 FE1410'SOUTHWEST OF POWER POLE NO. 17410, 1.5 FEET SOUTHEAST OF A
 FE1410'FENCE, 2 FEET SOUTH OF A 4 FT BY 4 FT WOODEN WITNESS POST, 2 1/2
 FE1410'FEET BELOW LEVEL OF THE RAILS AND IN THE TOP OF A CONCRETE
 FE1410'POST PROJECTING 1-INCH.
 FE1410
 FE1410                          STATION RECOVERY (1992)
 FE1410
 FE1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1410'10.1 KM (6.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE
 FE1410'JUNCTION OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 1.5 KM
 FE1410'(0.95 MI) EASTERLY ALONG FITE ROAD, 42.7 M (140.1 FT) SOUTH OF THE
 FE1410'CENTER OF THE ROAD, 9.9 M (32.5 FT) SOUTHEAST OF THE NEAR RAIL OF A
 FE1410'SPUR TRACK OF THE ILLINOIS CENTRAL RAILROAD, 8.3 M (27.2 FT)
 FE1410'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 2.9 M (9.5 FT) SOUTHWEST
 FE1410'OF UTILITY POLE NUMBER 17410, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 FE1410'TRACK, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 FE1410'IS FLUSH WITH THE GROUND SURFACE.
 FE1410
 FE1410                          STATION RECOVERY (1999)
 FE1410
 FE1410'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE1410'RECOVERED 1999
 FE1410'RECOVERED IN GOOD CONDITION.
 FE1410' 
 FE1410'
 FE1410
 FE1410                          STATION RECOVERY (2002)
 FE1410
 FE1410'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1410'RECOVERED IN GOOD CONDITION.
 FE1410
 FE1410                          STATION RECOVERY (2003)
 FE1410
 FE1410'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1410'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1352 ***********************************************************************
 FE1352  DESIGNATION -  X 92
 FE1352  PID         -  FE1352
 FE1352  STATE/COUNTY-  TN/TIPTON
 FE1352  USGS QUAD   -  MUNFORD (1983)
 FE1352
 FE1352                         *CURRENT SURVEY CONTROL
 FE1352  ___________________________________________________________________
 FE1352* NAD 83(1986)-  35 26 28.     (N)    089 46 35.     (W)     SCALED    
 FE1352* NAVD 88     -       130.357  (meters)     427.68   (feet)  ADJUSTED  
 FE1352  ___________________________________________________________________
 FE1352  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1352  DYNAMIC HT  -         130.243 (meters)     427.31  (feet)  COMP
 FE1352  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 FE1352
 FE1352  VERT ORDER  -  FIRST     CLASS I
 FE1352
 FE1352.The horizontal coordinates were scaled from a topographic map and have
 FE1352.an estimated accuracy of +/- 6 seconds.
 FE1352
 FE1352.The orthometric height was determined by differential leveling
 FE1352.and adjusted by the National Geodetic Survey in June 1991..
 FE1352.WARNING-Repeat measurements at this control monument indicate possible
 FE1352.vertical movement.
 FE1352
 FE1352.The geoid height was determined by GEOID03.
 FE1352
 FE1352.The dynamic height is computed by dividing the NAVD 88
 FE1352.geopotential number by the normal gravity value computed on the
 FE1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1352.degrees latitude (g = 980.6199 gals.).
 FE1352
 FE1352.The modeled gravity was interpolated from observed gravity values.
 FE1352
 FE1352;                    North         East    Units  Estimated Accuracy
 FE1352;SPC TN       -   129,520.      257,220.      MT  (+/- 180 meters Scaled)
 FE1352
 FE1352                          SUPERSEDED SURVEY CONTROL
 FE1352
 FE1352  NGVD 29 (??/??/??)  130.332  (m)          427.60   (f) ADJUSTED    1 1
 FE1352
 FE1352.Superseded values are not recommended for survey control.
 FE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1352.See file dsdata.txt to determine how the superseded data were derived.
 FE1352
 FE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE479255(NAD 83)
 FE1352_MARKER: DB = BENCH MARK DISK
 FE1352_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1352+WITH SETTING: INTO GROUND
 FE1352_STAMPING: X92 1957
 FE1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1352+STABILITY: SURFACE MOTION
 FE1352
 FE1352  HISTORY     - Date     Condition        Report By
 FE1352  HISTORY     - 1957     MONUMENTED       CGS
 FE1352  HISTORY     - 1974     GOOD             NGS
 FE1352  HISTORY     - 20021003 POOR             USACE
 FE1352
 FE1352                          STATION DESCRIPTION
 FE1352
 FE1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1352'AT ATOKA.
 FE1352'AT ATOKA, 136 YARDS NORTHEAST ALONG MAIN STREET AND THE JUNCTION
 FE1352'WITH A PAVED ROAD LEADING WEST TO CROSSTOWN AND MUNFORD, 104
 FE1352'YARDS SOUTHWEST OF A ROAD CROSSING WITH ILLINOIS CENTRAL
 FE1352'RAILROAD, 130 FEET SOUTHEAST OF THE CENTER LINE OF MAIN STREET
 FE1352'(WHICH PARALLELS THE TRACK), 43 FEET NORTHWEST OF THE NORTHWEST
 FE1352'RAIL OF MAIN TRACK, 72 FEET NORTHEAST OF A TELEPHONE POLE, 55.4
 FE1352'FEET EAST OF THE EAST CORNER OF A NEW FRAME HOUSE WITH PARTIALLY
 FE1352'BRICK FACING, 18 FEET EAST-NORTHEAST OF A 26-INCH BLACK WALNUT
 FE1352'TREE, 9 FEET NORTHWEST OF A 4 FT BY 4 FT CONCRETE WITNESS POST,
 FE1352'9 FEET BELOW LEVEL OF THE RAILS, AND ON TOP OF A COPPER COATED
 FE1352'STEEL ROD, PROTECTED BY A 4-INCH CLAY PIPE FLUSH WITH THE LAWN.
 FE1352'ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 FE1352
 FE1352                          STATION RECOVERY (2002)
 FE1352
 FE1352'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1352'FOUND MARK PROJECTING 12 IN ABOVE GROUND, DISK READABLE BUT MUTILATED.
 FE1352' 
 FE1352'MARK NO LONGER GOOD FOR ANY VERTICAL CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1749 ***********************************************************************
 FE1749  DESIGNATION -  X 93
 FE1749  PID         -  FE1749
 FE1749  STATE/COUNTY-  TN/TIPTON
 FE1749  USGS QUAD   -  COVINGTON (1983)
 FE1749
 FE1749                         *CURRENT SURVEY CONTROL
 FE1749  ___________________________________________________________________
 FE1749* NAD 83(1986)-  35 31 13.     (N)    089 41 37.     (W)     SCALED    
 FE1749* NAVD 88     -        98.991  (meters)     324.77   (feet)  ADJUSTED  
 FE1749  ___________________________________________________________________
 FE1749  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1749  DYNAMIC HT  -          98.907 (meters)     324.50  (feet)  COMP
 FE1749  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 FE1749
 FE1749  VERT ORDER  -  FIRST     CLASS I
 FE1749
 FE1749.The horizontal coordinates were scaled from a topographic map and have
 FE1749.an estimated accuracy of +/- 6 seconds.
 FE1749
 FE1749.The orthometric height was determined by differential leveling
 FE1749.and adjusted by the National Geodetic Survey in June 1991..
 FE1749
 FE1749.The geoid height was determined by GEOID03.
 FE1749
 FE1749.The dynamic height is computed by dividing the NAVD 88
 FE1749.geopotential number by the normal gravity value computed on the
 FE1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1749.degrees latitude (g = 980.6199 gals.).
 FE1749
 FE1749.The modeled gravity was interpolated from observed gravity values.
 FE1749
 FE1749;                    North         East    Units  Estimated Accuracy
 FE1749;SPC TN       -   138,010.      265,060.      MT  (+/- 180 meters Scaled)
 FE1749
 FE1749                          SUPERSEDED SURVEY CONTROL
 FE1749
 FE1749  NGVD 29 (??/??/??)   98.961  (m)          324.67   (f) ADJUSTED    1 1
 FE1749
 FE1749.Superseded values are not recommended for survey control.
 FE1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1749.See file dsdata.txt to determine how the superseded data were derived.
 FE1749
 FE1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE557340(NAD 83)
 FE1749_MARKER: DB = BENCH MARK DISK
 FE1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1749_STAMPING: X 93 1957
 FE1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1749+STABILITY: SURFACE MOTION
 FE1749
 FE1749  HISTORY     - Date     Condition        Report By
 FE1749  HISTORY     - 1957     MONUMENTED       CGS
 FE1749  HISTORY     - 1974     GOOD             NGS
 FE1749  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1749
 FE1749                          STATION DESCRIPTION
 FE1749
 FE1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1749'3.8 MI SW FROM COVINGTON.
 FE1749'ABOUT 3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1749'OF STATE HIGHWAYS 54 AND 59 LEADING EAST IN COVINGTON, ALSO, 3.15
 FE1749'MILES NORTHEAST ALONG RAILROAD FROM THE KENTWOOD STREET UNDERPASS
 FE1749'AT BRIGHTON, THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD TO CROSSING
 FE1749'OF THE ILLINOIS CENTRAL RAILROAD, 173 FEET SOUTH OF THE CENTER
 FE1749'LINE OF THE CROSSING, 91 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FE1749'54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF NARROW OLD WOODEN
 FE1749'BRIDGE, 49 FEET WEST OF THE CENTER LINE OF GRAVEL ROAD, 27 FEET
 FE1749'WEST OF A FENCE, 55 FEET NORTH OF THE CENTER OF A WOODEN GATE AND
 FE1749'TRACK ROAD, 0.8 FOOT SOUTH OF A METAL WITNESS POST, 5 1/2 FEET
 FE1749'BELOW LEVEL OF RAILS AND IN THE TOP OF A CONCRETE POST 1-INCH
 FE1749'BELOW GROUND.  NOTE-- FLOOD SOIL WASHED UP OVER MARK.
 FE1749
 FE1749                          STATION RECOVERY (2002)
 FE1749
 FE1749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1543 ***********************************************************************
 FE1543  DESIGNATION -  X 94
 FE1543  PID         -  FE1543
 FE1543  STATE/COUNTY-  TN/LAUDERDALE
 FE1543  USGS QUAD   -  CHIC (1983)
 FE1543
 FE1543                         *CURRENT SURVEY CONTROL
 FE1543  ___________________________________________________________________
 FE1543* NAD 83(1986)-  35 54 01.     (N)    089 37 54.     (W)     SCALED    
 FE1543* NAVD 88     -        78.406  (meters)     257.24   (feet)  ADJUSTED  
 FE1543  ___________________________________________________________________
 FE1543  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE1543  DYNAMIC HT  -          78.340 (meters)     257.02  (feet)  COMP
 FE1543  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1543
 FE1543  VERT ORDER  -  FIRST     CLASS II
 FE1543
 FE1543.The horizontal coordinates were scaled from a topographic map and have
 FE1543.an estimated accuracy of +/- 6 seconds.
 FE1543
 FE1543.The orthometric height was determined by differential leveling
 FE1543.and adjusted by the National Geodetic Survey in June 1991..
 FE1543
 FE1543.The geoid height was determined by GEOID03.
 FE1543
 FE1543.The dynamic height is computed by dividing the NAVD 88
 FE1543.geopotential number by the normal gravity value computed on the
 FE1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1543.degrees latitude (g = 980.6199 gals.).
 FE1543
 FE1543.The modeled gravity was interpolated from observed gravity values.
 FE1543
 FE1543;                    North         East    Units  Estimated Accuracy
 FE1543;SPC TN       -   179,930.      272,240.      MT  (+/- 180 meters Scaled)
 FE1543
 FE1543                          SUPERSEDED SURVEY CONTROL
 FE1543
 FE1543  NGVD 29 (??/??/??)   78.348  (m)          257.05   (f) ADJUSTED    1 2
 FE1543
 FE1543.Superseded values are not recommended for survey control.
 FE1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1543.See file dsdata.txt to determine how the superseded data were derived.
 FE1543
 FE1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE624760(NAD 83)
 FE1543_MARKER: DB = BENCH MARK DISK
 FE1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1543_STAMPING: X 94 1957
 FE1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1543+STABILITY: SURFACE MOTION
 FE1543
 FE1543  HISTORY     - Date     Condition        Report By
 FE1543  HISTORY     - 1957     MONUMENTED       CGS
 FE1543  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1543
 FE1543                          STATION DESCRIPTION
 FE1543
 FE1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1543'1.1 MI S FROM HALES POINT.
 FE1543'1.1 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO BARR FROM THE
 FE1543'HALES POINT BAPTIST CHURCH AT HALES POINT, 1.1 MILE SOUTH OF
 FE1543'STATE HIGHWAY 88, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE1543'ROAD, 45 FEET EAST OF A 24-INCH COTTONWOOD TREE, 37 1/2 FEET
 FE1543'SOUTH OF THE SOUTHWEST CORNER OF A BARN, 28 1/2 FEET NORTHEAST
 FE1543'OF THE NORTH CORNER OF A TENANT HOUSE BUILT ON STILTS AN OWNED
 FE1543'BY LONNY VIVA, 7 1/2 FEET WEST-NORTHWEST OF A WELL PUMP, 1 FOOT
 FE1543'WEST-NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A CONCRETE
 FE1543'(WHITE) WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 FE1543'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE1543
 FE1543                          STATION RECOVERY (2002)
 FE1543
 FE1543'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1543'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0870 ***********************************************************************
 GD0870  DESIGNATION -  X 95 BOLT
 GD0870  PID         -  GD0870
 GD0870  STATE/COUNTY-  TN/DYER
 GD0870  USGS QUAD   -  TENNEMO (1983)
 GD0870
 GD0870                         *CURRENT SURVEY CONTROL
 GD0870  ___________________________________________________________________
 GD0870* NAD 83(1986)-  36 09 39.     (N)    089 34 15.     (W)     SCALED    
 GD0870* NAVD 88     -        81.073  (meters)     265.99   (feet)  ADJUSTED  
 GD0870  ___________________________________________________________________
 GD0870  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0870  DYNAMIC HT  -          81.006 (meters)     265.77  (feet)  COMP
 GD0870  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GD0870
 GD0870  VERT ORDER  -  FIRST     CLASS II
 GD0870
 GD0870.The horizontal coordinates were scaled from a topographic map and have
 GD0870.an estimated accuracy of +/- 6 seconds.
 GD0870
 GD0870.The orthometric height was determined by differential leveling
 GD0870.and adjusted by the National Geodetic Survey in June 1991..
 GD0870
 GD0870.The geoid height was determined by GEOID03.
 GD0870
 GD0870.The dynamic height is computed by dividing the NAVD 88
 GD0870.geopotential number by the normal gravity value computed on the
 GD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0870.degrees latitude (g = 980.6199 gals.).
 GD0870
 GD0870.The modeled gravity was interpolated from observed gravity values.
 GD0870
 GD0870;                    North         East    Units  Estimated Accuracy
 GD0870;SPC TN       -   208,620.      278,780.      MT  (+/- 180 meters Scaled)
 GD0870
 GD0870                          SUPERSEDED SURVEY CONTROL
 GD0870
 GD0870  NGVD 29 (??/??/??)   81.001  (m)          265.75   (f) ADJUSTED    1 2
 GD0870
 GD0870.Superseded values are not recommended for survey control.
 GD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0870.See file dsdata.txt to determine how the superseded data were derived.
 GD0870
 GD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF687048(NAD 83)
 GD0870_MARKER: B = BOLT
 GD0870_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0870_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0870
 GD0870  HISTORY     - Date     Condition        Report By
 GD0870  HISTORY     - UNK      MONUMENTED       DOD
 GD0870  HISTORY     - 1957     GOOD             CGS
 GD0870
 GD0870                          STATION DESCRIPTION
 GD0870
 GD0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0870'AT TENNEMO.
 GD0870'X 95 1957
 GD0870'AT TENNEMO, ALONG STATE HIGHWAY 103, ABOUT 1.0 MILE WEST OF
 GD0870'CROSSING OF HIGHWAY 103 AND NEW LEVEE, 224 FEET NORTHEAST OF
 GD0870'CENTER OF JUNCTION OF HIGHWAY 103 AND GRAVEL ROAD LEADING SOUTH
 GD0870'ALONG OLD LEVEE, 49 FEET NORTH OF CENTER LINE OF HIGHWAY, 205 1/2
 GD0870'FEET WEST OF BM P 95, 20 FEET SOUTHEAST OF A 30-INCH SWEET GUM
 GD0870'TREE, 98 FEET NORTHEAST OF NORTHEAST END OF A 24-INCH CONCRETE
 GD0870'PIPE CULVERT UNDER HIGHWAY, 28 FEET NORTH OF AN EAST-WEST FENCE
 GD0870'LINE, 73 FEET WEST OF A NORTH-SOUTH FENCE LINE, 29 FEET SOUTHWEST
 GD0870'OF A 30-INCH SWEET GUM TREE, AND IS A BOLT DIRECTLY UNDER A
 GD0870'U.S.E. PIPE AND CAP WHICH PROJECTS 1 FOOT.  NOTE-- THE MARK WAS
 GD0870'FOUND UNSTAMPED AND WAS STAMPED BY THIS PARTY AS INDICATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0869 ***********************************************************************
 GD0869  DESIGNATION -  X 95 CAP
 GD0869  PID         -  GD0869
 GD0869  STATE/COUNTY-  TN/DYER
 GD0869  USGS QUAD   -  TENNEMO (1983)
 GD0869
 GD0869                         *CURRENT SURVEY CONTROL
 GD0869  ___________________________________________________________________
 GD0869* NAD 83(1995)-  36 09 39.91899(N)    089 34 16.81657(W)     ADJUSTED  
 GD0869* NAVD 88     -        82.278  (meters)     269.94   (feet)  ADJUSTED  
 GD0869  ___________________________________________________________________
 GD0869  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GD0869  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0869  DYNAMIC HT  -          82.210 (meters)     269.72  (feet)  COMP
 GD0869  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GD0869
 GD0869  HORZ ORDER  -  SECOND
 GD0869  VERT ORDER  -  FIRST     CLASS II
 GD0869
 GD0869.The horizontal coordinates were established by classical geodetic methods
 GD0869.and adjusted by the National Geodetic Survey in April 1999..
 GD0869
 GD0869.The orthometric height was determined by differential leveling
 GD0869.and adjusted by the National Geodetic Survey in June 1991..
 GD0869
 GD0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0869
 GD0869.The geoid height was determined by GEOID03.
 GD0869
 GD0869.The dynamic height is computed by dividing the NAVD 88
 GD0869.geopotential number by the normal gravity value computed on the
 GD0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0869.degrees latitude (g = 980.6199 gals.).
 GD0869
 GD0869.The modeled gravity was interpolated from observed gravity values.
 GD0869
 GD0869;                    North         East     Units Scale Factor Converg.
 GD0869;SPC TN       -   208,651.540   278,733.820   MT  0.99996464   -2 05 26.9
 GD0869;SPC TN       -   684,550.93    914,479.21   sFT  0.99996464   -2 05 26.9
 GD0869;SPC MO E     -    36,764.535   333,556.529   MT  1.00001933   +0 32 52.8
 GD0869;UTM  16      - 4,004,879.475   268,699.873   MT  1.00025924   -1 31 04.5
 GD0869
 GD0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0869!SPC TN       -   0.99999154  x   0.99996464  =   0.99995618
 GD0869!SPC MO E     -   0.99999154  x   1.00001933  =   1.00001087
 GD0869!UTM  16      -   0.99999154  x   1.00025924  =   1.00025077
 GD0869
 GD0869                          SUPERSEDED SURVEY CONTROL
 GD0869
 GD0869  NAD 83(1995)-  36 09 39.92315(N)    089 34 16.81773(W) AD(       ) 2
 GD0869  NAD 83(1995)-  36 09 39.92323(N)    089 34 16.81860(W) AD(       ) 2
 GD0869  NAD 83(1986)-  36 09 39.93042(N)    089 34 16.81604(W) AD(       ) 2
 GD0869  NAD 27      -  36 09 39.67910(N)    089 34 16.53840(W) AD(       ) 2
 GD0869  NGVD 29 (??/??/??)   82.208  (m)          269.71   (f) ADJUSTED    1 2
 GD0869
 GD0869.Superseded values are not recommended for survey control.
 GD0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0869.See file dsdata.txt to determine how the superseded data were derived.
 GD0869
 GD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6870004879(NAD 83)
 GD0869_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0869_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0869_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0869_STAMPING: X 95 1957
 GD0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0869
 GD0869  HISTORY     - Date     Condition        Report By
 GD0869  HISTORY     - 1959     MONUMENTED       USE
 GD0869  HISTORY     - 1957     GOOD             CGS
 GD0869  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0869
 GD0869                          STATION DESCRIPTION
 GD0869
 GD0869'DESCRIBED BY US ENGINEERS 1959
 GD0869'THE STATION IS ABOUT 4 MILES WEST OF THE SMALL VILLAGE OF MISTON,
 GD0869'ABOUT 2 MILES EAST OF THE MISSISSIPPI RIVER, ON THE NORTH SIDE OF
 GD0869'STATE HIGHWAY 103.
 GD0869'
 GD0869'X 95 USED IS A STANDARD U.S. ENGINEER DEPARTMENT DISK RIVITED TO THE
 GD0869'TOP OF A 4 INCH PIPE THAT PROJECTS 14 INCHES.  THE DISK IS STAMPED
 GD0869'X 95 1957.  IT IS 26 FEET NORTH OF A WIRE FENCE, 48 FEET NORTH OF
 GD0869'THE CENTERLINE OF HIGHWAY 103, 64 FEET SOUTH OF AN 18 INCH HICKORY
 GD0869'TREE AND 54 FEET WEST OF A 24 INCH SYCAMORE TREE.
 GD0869
 GD0869                          STATION RECOVERY (1957)
 GD0869
 GD0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GD0869'AT TENNEMO.
 GD0869'AT TENNEMO, ALONG STATE HIGHWAY 103, ABOUT 1.0 MILE WEST OF
 GD0869'CROSSING OF HIGHWAY 103 AND NEW LEVEE, 224 FEET NORTHEAST OF
 GD0869'CENTER OF JUNCTION OF HIGHWAY 103 AND GRAVEL ROAD LEADING SOUTH
 GD0869'ALONG OLD LEVEE, 49 FEET NORTH OF CENTER LINE OF HIGHWAY, 205 1/2
 GD0869'FEET WEST OF BM P 95, 20 FEET SOUTHEAST OF A 30-INCH SWEET GUM
 GD0869'TREE, 98 FEET NORTHEAST OF NORTHEAST END OF A 24-INCH CONCRETE
 GD0869'PIPE CULVERT UNDER HIGHWAY, 28 FEET NORTH OF AN EAST-WEST FENCE
 GD0869'LINE, 73 FEET WEST OF A NORTH-SOUTH FENCE LINE, 29 FEET SOUTHWEST
 GD0869'OF A 30-INCH SWEET GUM TREE, A U.S.E. PIPE AND CAP WHICH PROJECTS
 GD0869'1 FOOT.  NOTE-- THE MARK WAS FOUND UNSTAMPED AND WAS STAMPED
 GD0869'BY THIS PARTY AS INDICATED ABOVE.
 GD0869
 GD0869                          STATION RECOVERY (2002)
 GD0869
 GD0869'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0869'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0844 ***********************************************************************
 GA0844  DESIGNATION -  X 97
 GA0844  PID         -  GA0844
 GA0844  STATE/COUNTY-  TN/SULLIVAN
 GA0844  USGS QUAD   -  LOVELACE (1971)
 GA0844
 GA0844                         *CURRENT SURVEY CONTROL
 GA0844  ___________________________________________________________________
 GA0844* NAD 83(1986)-  36 26 18.     (N)    082 42 09.     (W)     SCALED    
 GA0844* NAVD 88     -       412.669  (meters)    1353.90   (feet)  ADJUSTED  
 GA0844  ___________________________________________________________________
 GA0844  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0844  DYNAMIC HT  -         412.290 (meters)    1352.65  (feet)  COMP
 GA0844  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 GA0844
 GA0844  VERT ORDER  -  SECOND    CLASS 0
 GA0844
 GA0844.The horizontal coordinates were scaled from a topographic map and have
 GA0844.an estimated accuracy of +/- 6 seconds.
 GA0844
 GA0844.The orthometric height was determined by differential leveling
 GA0844.and adjusted by the National Geodetic Survey in June 1991..
 GA0844
 GA0844.The geoid height was determined by GEOID03.
 GA0844
 GA0844.The dynamic height is computed by dividing the NAVD 88
 GA0844.geopotential number by the normal gravity value computed on the
 GA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0844.degrees latitude (g = 980.6199 gals.).
 GA0844
 GA0844.The modeled gravity was interpolated from observed gravity values.
 GA0844
 GA0844;                    North         East    Units  Estimated Accuracy
 GA0844;SPC TN       -   238,530.      895,610.      MT  (+/- 180 meters Scaled)
 GA0844
 GA0844                          SUPERSEDED SURVEY CONTROL
 GA0844
 GA0844  NGVD 29 (??/??/92)  412.816  (m)         1354.38   (f) ADJ UNCH    2 0
 GA0844
 GA0844.Superseded values are not recommended for survey control.
 GA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0844.See file dsdata.txt to determine how the superseded data were derived.
 GA0844
 GA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA474339(NAD 83)
 GA0844_MARKER: DB = BENCH MARK DISK
 GA0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0844_STAMPING: X 97 1935
 GA0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0844+STABILITY: SURFACE MOTION
 GA0844
 GA0844  HISTORY     - Date     Condition        Report By
 GA0844  HISTORY     - 1935     MONUMENTED       CGS
 GA0844
 GA0844                          STATION DESCRIPTION
 GA0844
 GA0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0844'1.5 MI W FROM BLAIR GAP.
 GA0844'1.5 MILES WEST ALONG THE BEECH CREEK ROAD FROM THE TENNESSEE AND
 GA0844'EASTMAN RAILROAD AT BLAIR GAP, SULLIVAN COUNTY, 80 YARDS EAST OF
 GA0844'AN ABANDONED LOG HOUSE, 35 YARDS EAST OF A BARN, 6 YARDS SOUTH OF
 GA0844'THE CENTERLINE OF THE ROAD, AT A FENCE, AND 1 FOOT LOWER THAN THE
 GA0844'ROAD.  A STANDARD DISK, STAMPED X 97 1935 AND SET IN THE TOP OF
 GA0844'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0822 ***********************************************************************
 GA0822  DESIGNATION -  X 98
 GA0822  PID         -  GA0822
 GA0822  STATE/COUNTY-  TN/GREENE
 GA0822  USGS QUAD   -  BAILEYTON (1971)
 GA0822
 GA0822                         *CURRENT SURVEY CONTROL
 GA0822  ___________________________________________________________________
 GA0822* NAD 83(1986)-  36 15 30.     (N)    082 45 34.     (W)     SCALED    
 GA0822* NAVD 88     -       475.055  (meters)    1558.58   (feet)  ADJUSTED  
 GA0822  ___________________________________________________________________
 GA0822  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0822  DYNAMIC HT  -         474.607 (meters)    1557.11  (feet)  COMP
 GA0822  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 GA0822
 GA0822  VERT ORDER  -  SECOND    CLASS 0
 GA0822
 GA0822.The horizontal coordinates were scaled from a topographic map and have
 GA0822.an estimated accuracy of +/- 6 seconds.
 GA0822
 GA0822.The orthometric height was determined by differential leveling
 GA0822.and adjusted by the National Geodetic Survey in June 1991..
 GA0822
 GA0822.The geoid height was determined by GEOID03.
 GA0822
 GA0822.The dynamic height is computed by dividing the NAVD 88
 GA0822.geopotential number by the normal gravity value computed on the
 GA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0822.degrees latitude (g = 980.6199 gals.).
 GA0822
 GA0822.The modeled gravity was interpolated from observed gravity values.
 GA0822
 GA0822;                    North         East    Units  Estimated Accuracy
 GA0822;SPC TN       -   218,400.      891,160.      MT  (+/- 180 meters Scaled)
 GA0822
 GA0822                          SUPERSEDED SURVEY CONTROL
 GA0822
 GA0822  NGVD 29 (??/??/92)  475.190  (m)         1559.02   (f) ADJ UNCH    2 0
 GA0822
 GA0822.Superseded values are not recommended for survey control.
 GA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0822.See file dsdata.txt to determine how the superseded data were derived.
 GA0822
 GA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA419140(NAD 83)
 GA0822_MARKER: DB = BENCH MARK DISK
 GA0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0822_STAMPING: X 98 1935
 GA0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0822+STABILITY: SURFACE MOTION
 GA0822
 GA0822  HISTORY     - Date     Condition        Report By
 GA0822  HISTORY     - 1935     MONUMENTED       CGS
 GA0822  HISTORY     - 1955     GOOD             NGS
 GA0822
 GA0822                          STATION DESCRIPTION
 GA0822
 GA0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0822'8.1 MI NE FROM GREENEVILLE.
 GA0822'8.1 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0822'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, AT THE INTERSECTION
 GA0822'OF THE BABMILL ROAD, 40 YARDS WEST OF THE SOUTHWEST CORNER
 GA0822'OF THE BOLINGER GARAGE, 25 YARDS NORTHEAST OF THE NORTHEAST
 GA0822'CORNER OF THE M.T. GRAY RESIDENCE, 24 YARDS SOUTHWEST OF THE
 GA0822'CENTERLINE OF THE ROAD, 19 YARDS NORTHWEST OF THE CENTERLINE
 GA0822'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE LINE, AND 2 FEET
 GA0822'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 98 1935
 GA0822'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0864 ***********************************************************************
 GA0864  DESIGNATION -  X 99
 GA0864  PID         -  GA0864
 GA0864  STATE/COUNTY-  TN/GREENE
 GA0864  USGS QUAD   -  MC CLOUD (1961)
 GA0864
 GA0864                         *CURRENT SURVEY CONTROL
 GA0864  ___________________________________________________________________
 GA0864* NAD 83(1986)-  36 17 38.     (N)    082 55 11.     (W)     SCALED    
 GA0864* NAVD 88     -       354.099  (meters)    1161.74   (feet)  ADJUSTED  
 GA0864  ___________________________________________________________________
 GA0864  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0864  DYNAMIC HT  -         353.773 (meters)    1160.67  (feet)  COMP
 GA0864  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 GA0864
 GA0864  VERT ORDER  -  SECOND    CLASS 0
 GA0864
 GA0864.The horizontal coordinates were scaled from a topographic map and have
 GA0864.an estimated accuracy of +/- 6 seconds.
 GA0864
 GA0864.The orthometric height was determined by differential leveling
 GA0864.and adjusted by the National Geodetic Survey in June 1991..
 GA0864
 GA0864.The geoid height was determined by GEOID03.
 GA0864
 GA0864.The dynamic height is computed by dividing the NAVD 88
 GA0864.geopotential number by the normal gravity value computed on the
 GA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0864.degrees latitude (g = 980.6199 gals.).
 GA0864
 GA0864.The modeled gravity was interpolated from observed gravity values.
 GA0864
 GA0864;                    North         East    Units  Estimated Accuracy
 GA0864;SPC TN       -   221,880.      876,640.      MT  (+/- 180 meters Scaled)
 GA0864
 GA0864                          SUPERSEDED SURVEY CONTROL
 GA0864
 GA0864  NGVD 29 (??/??/92)  354.247  (m)         1162.23   (f) ADJ UNCH    2 0
 GA0864
 GA0864.Superseded values are not recommended for survey control.
 GA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0864.See file dsdata.txt to determine how the superseded data were derived.
 GA0864
 GA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA276182(NAD 83)
 GA0864_MARKER: DB = BENCH MARK DISK
 GA0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0864_STAMPING: X 99 1935
 GA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0864+STABILITY: SURFACE MOTION
 GA0864
 GA0864  HISTORY     - Date     Condition        Report By
 GA0864  HISTORY     - 1935     MONUMENTED       CGS
 GA0864  HISTORY     - 1972     MARK NOT FOUND   NGS
 GA0864
 GA0864                          STATION DESCRIPTION
 GA0864
 GA0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0864'1 MI E FROM ROMEO.
 GA0864'1.0 MILE EAST ALONG THE BAILEYTON ROAD FROM THE JUNCTION OF
 GA0864'STATE HIGHWAY 70 AT ROMEO, GREENE COUNTY, 120 FEET EAST OF THE
 GA0864'GEORGE SEXTON RESIDENCE, 69 FEET NORTHWEST OF A WOODEN BRIDGE,
 GA0864'AT THE JUNCTION OF A PRIVATE ROAD LEADING TO THE J. SMITH RESIDENCE,
 GA0864'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF
 GA0864'THE PRIVATE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0864'STAMPED X 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0864
 GA0864                          STATION RECOVERY (1972)
 GA0864
 GA0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0354 ***********************************************************************
 GD0354  DESIGNATION -  XV
 GD0354  PID         -  GD0354
 GD0354  STATE/COUNTY-  TN/WEAKLEY
 GD0354  USGS QUAD   -  GREENFIELD (1985)
 GD0354
 GD0354                         *CURRENT SURVEY CONTROL
 GD0354  ___________________________________________________________________
 GD0354* NAD 83(1986)-  36 09 15.     (N)    088 48 02.     (W)     SCALED    
 GD0354* NAVD 88     -       133.336  (meters)     437.45   (feet)  ADJUSTED  
 GD0354  ___________________________________________________________________
 GD0354  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0354  DYNAMIC HT  -         133.225 (meters)     437.09  (feet)  COMP
 GD0354  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GD0354
 GD0354  VERT ORDER  -  FIRST     CLASS II
 GD0354
 GD0354.The horizontal coordinates were scaled from a topographic map and have
 GD0354.an estimated accuracy of +/- 6 seconds.
 GD0354
 GD0354.The orthometric height was determined by differential leveling
 GD0354.and adjusted by the National Geodetic Survey in June 1991..
 GD0354
 GD0354.The geoid height was determined by GEOID03.
 GD0354
 GD0354.The dynamic height is computed by dividing the NAVD 88
 GD0354.geopotential number by the normal gravity value computed on the
 GD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0354.degrees latitude (g = 980.6199 gals.).
 GD0354
 GD0354.The modeled gravity was interpolated from observed gravity values.
 GD0354
 GD0354;                    North         East    Units  Estimated Accuracy
 GD0354;SPC TN       -   205,630.      348,030.      MT  (+/- 180 meters Scaled)
 GD0354
 GD0354                          SUPERSEDED SURVEY CONTROL
 GD0354
 GD0354  NGVD 29 (??/??/??)  133.364  (m)          437.55   (f) ADJUSTED    1 2
 GD0354
 GD0354.Superseded values are not recommended for survey control.
 GD0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0354.See file dsdata.txt to determine how the superseded data were derived.
 GD0354
 GD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380025(NAD 83)
 GD0354_MARKER: B = BOLT
 GD0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0354_SP_SET: BUILDING
 GD0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0354
 GD0354  HISTORY     - Date     Condition        Report By
 GD0354  HISTORY     - UNK      MONUMENTED       CGS
 GD0354  HISTORY     - 1948     GOOD             CGS
 GD0354  HISTORY     - 1967     GOOD             CGS
 GD0354  HISTORY     - 20020826 MARK NOT FOUND   USACE
 GD0354
 GD0354                          STATION DESCRIPTION
 GD0354
 GD0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0354'AT GREENFIELD.
 GD0354'AT GREENFIELD, 102 FEET NORTH OF THE NORTH CURB OF BROAD STREET,
 GD0354'18.8 FEET EAST OF THE EAST CURB OF FRONT STREET, 95 YARDS
 GD0354'NORTHEAST OF THE NORTHEAST CORNER OF THE ILLINOIS CENTRAL
 GD0354'RAILROAD STATION, 95 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 GD0354'BANK BUILDING, SET IN THE VERTICAL FACE OF A BRICK BUILDING, IN
 GD0354'THE CENTER OF THE CENTER BRICK OF THE 7TH LAYER OF BRICK ABOVE
 GD0354'THE SIDE WALK OF A 2.8-FOOT BRICK WALL BETWEEN A DOOR TO A STAIR
 GD0354'AND A SHOW WINDOW AND ABOUT 1.5 FEET ABOVE THE WALK.  NOTE-- THE
 GD0354'BRICK WALL IN WHICH THE BOLT IS CEMENTED IS NOW PAINTED WHITE.
 GD0354
 GD0354                          STATION RECOVERY (1967)
 GD0354
 GD0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0354'RECOVERED IN GOOD CONDITION.
 GD0354
 GD0354                          STATION RECOVERY (2002)
 GD0354
 GD0354'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0354'MARK DESTROYED. BUILDING WAS TORN DOWN AND REBUILT AFTER A FIRE ABOUT
 GD0354'10 YRS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0369 ***********************************************************************
 GD0369  DESIGNATION -  XVII
 GD0369  PID         -  GD0369
 GD0369  STATE/COUNTY-  TN/GIBSON
 GD0369  USGS QUAD   -  BRADFORD (1985)
 GD0369
 GD0369                         *CURRENT SURVEY CONTROL
 GD0369  ___________________________________________________________________
 GD0369* NAD 83(1986)-  36 04 32.     (N)    088 48 34.     (W)     SCALED    
 GD0369* NAVD 88     -       112.080  (meters)     367.72   (feet)  ADJUSTED  
 GD0369  ___________________________________________________________________
 GD0369  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0369  DYNAMIC HT  -         111.986 (meters)     367.41  (feet)  COMP
 GD0369  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 GD0369
 GD0369  VERT ORDER  -  FIRST     CLASS II
 GD0369
 GD0369.The horizontal coordinates were scaled from a topographic map and have
 GD0369.an estimated accuracy of +/- 6 seconds.
 GD0369
 GD0369.The orthometric height was determined by differential leveling
 GD0369.and adjusted by the National Geodetic Survey in June 1991..
 GD0369
 GD0369.The geoid height was determined by GEOID03.
 GD0369
 GD0369.The dynamic height is computed by dividing the NAVD 88
 GD0369.geopotential number by the normal gravity value computed on the
 GD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0369.degrees latitude (g = 980.6199 gals.).
 GD0369
 GD0369.The modeled gravity was interpolated from observed gravity values.
 GD0369
 GD0369;                    North         East    Units  Estimated Accuracy
 GD0369;SPC TN       -   196,930.      346,980.      MT  (+/- 180 meters Scaled)
 GD0369
 GD0369                          SUPERSEDED SURVEY CONTROL
 GD0369
 GD0369  NGVD 29 (??/??/??)  112.119  (m)          367.84   (f) ADJUSTED    1 2
 GD0369
 GD0369.Superseded values are not recommended for survey control.
 GD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0369.See file dsdata.txt to determine how the superseded data were derived.
 GD0369
 GD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370938(NAD 83)
 GD0369_MARKER: Z = SEE DESCRIPTION
 GD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0369+STABILITY: SURFACE MOTION
 GD0369
 GD0369  HISTORY     - Date     Condition        Report By
 GD0369  HISTORY     - UNK      MONUMENTED       CGS
 GD0369  HISTORY     - 1948     GOOD             CGS
 GD0369  HISTORY     - 1967     GOOD             CGS
 GD0369  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0369
 GD0369                          STATION DESCRIPTION
 GD0369
 GD0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0369'AT BRADFORD.
 GD0369'AT BRADFORD, 213 FEET SOUTHEAST AND ACROSS THE TRACKS FROM THE
 GD0369'SOUTHEAST CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION,
 GD0369'NORTHEAST AND ACROSS THE TRACKS FROM MILE POST C 437, 76.7 FEET
 GD0369'EAST OF THE EAST RAIL OF THE MAIN TRACK, 52 FEET WEST OF THE
 GD0369'SOUTHWEST CORNER OF A PORCH TO A HOUSE, 9 FEET SOUTH OF A 60-INCH
 GD0369'SYCAMORE TREE, 256 FEET NORTH OF USC AND GS B.M. H 161, ABOUT
 GD0369'2 FEET ABOVE THE TRACK AND IS THE BOTTOM OF A SQUARE CUT IN THE
 GD0369'TOP OF A STONE POST LETTERED U S B M ON ITS CORNER BURIED ABOUT
 GD0369'8 INCHES UNDER GROUND, ACCESS BY A CONCRETE BOX FLUSH WITH THE
 GD0369'GROUND.  NOTE-- THE SYCAMORE TREE S OF THE MARK HAS BEEN REMOVED.
 GD0369
 GD0369                          STATION RECOVERY (1967)
 GD0369
 GD0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0369'RECOVERED IN GOOD CONDITION.
 GD0369
 GD0369                          STATION RECOVERY (1990)
 GD0369
 GD0369'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0703 ***********************************************************************
 FE0703  DESIGNATION -  XX
 FE0703  PID         -  FE0703
 FE0703  STATE/COUNTY-  TN/GIBSON
 FE0703  USGS QUAD   -  MEDINA (1981)
 FE0703
 FE0703                         *CURRENT SURVEY CONTROL
 FE0703  ___________________________________________________________________
 FE0703* NAD 83(1986)-  35 48 09.     (N)    088 46 24.     (W)     SCALED    
 FE0703* NAVD 88     -       153.913  (meters)     504.96   (feet)  ADJUSTED  
 FE0703  ___________________________________________________________________
 FE0703  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0703  DYNAMIC HT  -         153.780 (meters)     504.53  (feet)  COMP
 FE0703  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 FE0703
 FE0703  VERT ORDER  -  FIRST     CLASS II
 FE0703
 FE0703.The horizontal coordinates were scaled from a topographic map and have
 FE0703.an estimated accuracy of +/- 6 seconds.
 FE0703
 FE0703.The orthometric height was determined by differential leveling
 FE0703.and adjusted by the National Geodetic Survey in June 1991..
 FE0703
 FE0703.The geoid height was determined by GEOID03.
 FE0703
 FE0703.The dynamic height is computed by dividing the NAVD 88
 FE0703.geopotential number by the normal gravity value computed on the
 FE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0703.degrees latitude (g = 980.6199 gals.).
 FE0703
 FE0703.The modeled gravity was interpolated from observed gravity values.
 FE0703
 FE0703;                    North         East    Units  Estimated Accuracy
 FE0703;SPC TN       -   166,550.      349,370.      MT  (+/- 180 meters Scaled)
 FE0703
 FE0703                          SUPERSEDED SURVEY CONTROL
 FE0703
 FE0703  NGVD 29 (??/??/??)  153.965  (m)          505.13   (f) ADJUSTED    1 2
 FE0703
 FE0703.Superseded values are not recommended for survey control.
 FE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0703.See file dsdata.txt to determine how the superseded data were derived.
 FE0703
 FE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE397634(NAD 83)
 FE0703_MARKER: Q = CHISELED SQUARE
 FE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0703_SP_SET: STONE
 FE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0703+STABILITY: SURFACE MOTION
 FE0703
 FE0703  HISTORY     - Date     Condition        Report By
 FE0703  HISTORY     - UNK      MONUMENTED       CGS
 FE0703  HISTORY     - 1948     GOOD             CGS
 FE0703  HISTORY     - 20020914 POOR             USACE
 FE0703
 FE0703                          STATION DESCRIPTION
 FE0703
 FE0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0703'AT MEDINA.
 FE0703'AT MEDINA, ABOUT 0.1 MILE EAST ALONG A BLACK TOP STREET FROM THE
 FE0703'ILLINOIS CENTRAL RAILROAD STATION AT MEDINA, 19 FEET SOUTH OF
 FE0703'THE CENTER LINE OF THE BLACK TOP STREET, 2.2 FEET SOUTH OF THE
 FE0703'SOUTH EDGE OF THE CONCRETE SIDE WALK, IN THE NORTHWEST CORNER OF
 FE0703'THE LAWN AT REV. W.A. WESTS RESIDENCE, 7 FEET EAST OF A 30-INCH
 FE0703'POPLAR TREE, 17 FEET EAST OF THE CENTER LINE OF A GRAVEL DRIVE,
 FE0703'45.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 1.4
 FE0703'FEET EAST OF A WHITE WOODEN WITNESS POST, 2.0 FEET ABOVE THE
 FE0703'STREET AND IN THE BOTTOM OF A SQUARE CUT ON THE TOP OF A STONE
 FE0703'POST LETTERED U S B M ON ITS 4 CORNERS AND PROJECTING 2 INCHES.
 FE0703
 FE0703                          STATION RECOVERY (2002)
 FE0703
 FE0703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0703'MARK DESTROYED. FOUND REMNANT OF OLD STONE POST BROKEN OFF AND FLUSH
 FE0703'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1157 ***********************************************************************
 FE1157  DESIGNATION -  XX 12
 FE1157  PID         -  FE1157
 FE1157  STATE/COUNTY-  TN/FAYETTE
 FE1157  USGS QUAD   -  ROSSVILLE (1981)
 FE1157
 FE1157                         *CURRENT SURVEY CONTROL
 FE1157  ___________________________________________________________________
 FE1157* NAD 83(1986)-  35 03 13.     (N)    089 30 09.     (W)     SCALED    
 FE1157* NAVD 88     -        97.217  (meters)     318.95   (feet)  ADJUSTED  
 FE1157  ___________________________________________________________________
 FE1157  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1157  DYNAMIC HT  -          97.126 (meters)     318.65  (feet)  COMP
 FE1157  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FE1157
 FE1157  VERT ORDER  -  FIRST     CLASS II
 FE1157
 FE1157.The horizontal coordinates were scaled from a topographic map and have
 FE1157.an estimated accuracy of +/- 6 seconds.
 FE1157
 FE1157.The orthometric height was determined by differential leveling
 FE1157.and adjusted by the National Geodetic Survey in June 1991..
 FE1157.WARNING-Repeat measurements at this control monument indicate possible
 FE1157.vertical movement.
 FE1157
 FE1157.The geoid height was determined by GEOID03.
 FE1157
 FE1157.The dynamic height is computed by dividing the NAVD 88
 FE1157.geopotential number by the normal gravity value computed on the
 FE1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1157.degrees latitude (g = 980.6199 gals.).
 FE1157
 FE1157.The modeled gravity was interpolated from observed gravity values.
 FE1157
 FE1157;                    North         East    Units  Estimated Accuracy
 FE1157;SPC TN       -    85,630.      280,530.      MT  (+/- 180 meters Scaled)
 FE1157
 FE1157                          SUPERSEDED SURVEY CONTROL
 FE1157
 FE1157  NGVD 29 (??/??/??)   97.163  (m)          318.78   (f) ADJUSTED    1 2
 FE1157
 FE1157.Superseded values are not recommended for survey control.
 FE1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1157.See file dsdata.txt to determine how the superseded data were derived.
 FE1157
 FE1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD717818(NAD 83)
 FE1157_MARKER: DB = BENCH MARK DISK
 FE1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1157_SP_SET: CULVERT
 FE1157_STAMPING: XX 12 1934
 FE1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1157
 FE1157  HISTORY     - Date     Condition        Report By
 FE1157  HISTORY     - 1934     MONUMENTED       CGS
 FE1157  HISTORY     - 1944     GOOD             CGS
 FE1157  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1157
 FE1157                          STATION DESCRIPTION
 FE1157
 FE1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1157'2.4 MI E FROM ROSSVILLE.
 FE1157'2.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1157'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 518 AND 519,
 FE1157'40 FEET EAST OF A FARM-ROAD CROSSING, AT A 24-INCH CULVERT, IN
 FE1157'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL, 10 FEET
 FE1157'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 FE1157'THAN THE TRACK.  A STANDARD DISK, STAMPED XX 12 1934.
 FE1157
 FE1157                          STATION RECOVERY (1983)
 FE1157
 FE1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1157'NOT SEARCHED FOR, MAIN LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0926 ***********************************************************************
 GD0926  DESIGNATION -  XX=CHIS SQ
 GD0926  PID         -  GD0926
 GD0926  STATE/COUNTY-  TN/DYER
 GD0926  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0926
 GD0926                         *CURRENT SURVEY CONTROL
 GD0926  ___________________________________________________________________
 GD0926* NAD 83(1986)-  36 00 22.     (N)    089 30 23.     (W)     SCALED    
 GD0926* NAVD 88     -        80.976  (meters)     265.67   (feet)  ADJUSTED  
 GD0926  ___________________________________________________________________
 GD0926  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0926  DYNAMIC HT  -          80.907 (meters)     265.44  (feet)  COMP
 GD0926  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GD0926
 GD0926  VERT ORDER  -  SECOND    CLASS 0
 GD0926
 GD0926.The horizontal coordinates were scaled from a topographic map and have
 GD0926.an estimated accuracy of +/- 6 seconds.
 GD0926
 GD0926.The orthometric height was determined by differential leveling
 GD0926.and adjusted by the National Geodetic Survey in June 1991..
 GD0926
 GD0926.The geoid height was determined by GEOID03.
 GD0926
 GD0926.The dynamic height is computed by dividing the NAVD 88
 GD0926.geopotential number by the normal gravity value computed on the
 GD0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0926.degrees latitude (g = 980.6199 gals.).
 GD0926
 GD0926.The modeled gravity was interpolated from observed gravity values.
 GD0926
 GD0926;                    North         East    Units  Estimated Accuracy
 GD0926;SPC TN       -   191,260.      283,960.      MT  (+/- 180 meters Scaled)
 GD0926
 GD0926                          SUPERSEDED SURVEY CONTROL
 GD0926
 GD0926  NGVD 29 (??/??/??)   83.034  (m)          272.42   (f) ADJUSTED    2 0
 GD0926
 GD0926.Superseded values are not recommended for survey control.
 GD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0926.See file dsdata.txt to determine how the superseded data were derived.
 GD0926
 GD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE741875(NAD 83)
 GD0926_MARKER: Q = CHISELED SQUARE
 GD0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0926_SP_SET: CONCRETE BASE
 GD0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0926
 GD0926  HISTORY     - Date     Condition        Report By
 GD0926  HISTORY     - UNK      MONUMENTED       CGS
 GD0926  HISTORY     - 1943     GOOD             CGS
 GD0926  HISTORY     - 20020717 POOR             USACE
 GD0926
 GD0926                          STATION DESCRIPTION
 GD0926
 GD0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0926'3.2 MI SW FROM FINLEY.
 GD0926'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0926'FINLEY, THENCE 2.2 MILES SOUTH ALONG A PAVED ROAD, IN FRONT OF
 GD0926'THE ANDERSON AND SONS STORE, IN 1935, AND ON THE SOUTHWEST CORNER
 GD0926'OF THE CONCRETE BASE OF A GASOLINE PUMP.  A CHISELED SQUARE.
 GD0926
 GD0926                          STATION RECOVERY (2002)
 GD0926
 GD0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0926'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0708 ***********************************************************************
 FE0708  DESIGNATION -  XXI
 FE0708  PID         -  FE0708
 FE0708  STATE/COUNTY-  TN/MADISON
 FE0708  USGS QUAD   -  JACKSON NORTH (1983)
 FE0708
 FE0708                         *CURRENT SURVEY CONTROL
 FE0708  ___________________________________________________________________
 FE0708* NAD 83(1986)-  35 42 51.     (N)    088 47 37.     (W)     SCALED    
 FE0708* NAVD 88     -       134.813  (meters)     442.30   (feet)  ADJUSTED  
 FE0708  ___________________________________________________________________
 FE0708  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0708  DYNAMIC HT  -         134.695 (meters)     441.91  (feet)  COMP
 FE0708  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FE0708
 FE0708  VERT ORDER  -  FIRST     CLASS II
 FE0708
 FE0708.The horizontal coordinates were scaled from a topographic map and have
 FE0708.an estimated accuracy of +/- 6 seconds.
 FE0708
 FE0708.The orthometric height was determined by differential leveling
 FE0708.and adjusted by the National Geodetic Survey in June 1991..
 FE0708
 FE0708.The geoid height was determined by GEOID03.
 FE0708
 FE0708.The dynamic height is computed by dividing the NAVD 88
 FE0708.geopotential number by the normal gravity value computed on the
 FE0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0708.degrees latitude (g = 980.6199 gals.).
 FE0708
 FE0708.The modeled gravity was interpolated from observed gravity values.
 FE0708
 FE0708;                    North         East    Units  Estimated Accuracy
 FE0708;SPC TN       -   156,810.      347,260.      MT  (+/- 180 meters Scaled)
 FE0708
 FE0708                          SUPERSEDED SURVEY CONTROL
 FE0708
 FE0708  NGVD 29 (??/??/??)  134.857  (m)          442.44   (f) ADJUSTED    1 2
 FE0708
 FE0708.Superseded values are not recommended for survey control.
 FE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0708.See file dsdata.txt to determine how the superseded data were derived.
 FE0708
 FE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377537(NAD 83)
 FE0708_MARKER: Z = SEE DESCRIPTION
 FE0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0708+STABILITY: SURFACE MOTION
 FE0708
 FE0708  HISTORY     - Date     Condition        Report By
 FE0708  HISTORY     - UNK      MONUMENTED       CGS
 FE0708  HISTORY     - 1948     GOOD             CGS
 FE0708  HISTORY     - 1950     MARK NOT FOUND   USGS
 FE0708
 FE0708                          STATION DESCRIPTION
 FE0708
 FE0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0708'AT OAKFIELD.
 FE0708'AT OAKFIELD, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 305 YARDS
 FE0708'NORTH OF BLOCK SIGNAL NO. 463.6, 192 FEET NORTH-NORTHEAST OF THE
 FE0708'NORTHEAST CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION,
 FE0708'61 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 49.5 FEET
 FE0708'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK FOUNDATION
 FE0708'OF A FARM HOUSE, 28 FEET NORTHWEST OF A 30-INCH POST OAK TREE,
 FE0708'9 FEET EAST-NORTHEAST OF A 10-INCH WALNUT TREE, 7.5 FEET SOUTH OF
 FE0708'THE CENTER LINE OF THE DRIVE WAY TO THE FARM HOUSE, 4.8 FEET
 FE0708'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 FE0708'AND ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.  THE LETTERS
 FE0708'U S B M CUT IN THE CORNERS OF THE POST.
 FE0708
 FE0708                          STATION RECOVERY (1950)
 FE0708
 FE0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 FE0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0747 ***********************************************************************
 FE0747  DESIGNATION -  XXIV
 FE0747  PID         -  FE0747
 FE0747  STATE/COUNTY-  TN/MADISON
 FE0747  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0747
 FE0747                         *CURRENT SURVEY CONTROL
 FE0747  ___________________________________________________________________
 FE0747* NAD 83(1986)-  35 35 13.     (N)    088 47 32.     (W)     SCALED    
 FE0747* NAVD 88     -       107.66   (+/-2cm)     353.2    (feet)  VERTCON   
 FE0747  ___________________________________________________________________
 FE0747  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0747
 FE0747  VERT ORDER  -  ? (See Below)
 FE0747
 FE0747.The horizontal coordinates were scaled from a topographic map and have
 FE0747.an estimated accuracy of +/- 6 seconds.
 FE0747
 FE0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0747.The vertical order pertains to the NGVD 29 superseded value.
 FE0747
 FE0747.The geoid height was determined by GEOID03.
 FE0747
 FE0747;                    North         East    Units  Estimated Accuracy
 FE0747;SPC TN       -   142,700.      346,980.      MT  (+/- 180 meters Scaled)
 FE0747
 FE0747                          SUPERSEDED SURVEY CONTROL
 FE0747
 FE0747  NGVD 29 (??/??/??)  107.690  (m)          353.31   (f) ADJUSTED    ?  
 FE0747
 FE0747.Superseded values are not recommended for survey control.
 FE0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0747.See file dsdata.txt to determine how the superseded data were derived.
 FE0747
 FE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE376396(NAD 83)
 FE0747_MARKER: X = CHISELED CROSS
 FE0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0747_SP_SET: BRIDGE
 FE0747_MARK LOGO: USE   
 FE0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0747
 FE0747  HISTORY     - Date     Condition        Report By
 FE0747  HISTORY     - UNK      MONUMENTED       DOD
 FE0747  HISTORY     - 1948     GOOD             CGS
 FE0747
 FE0747                          STATION DESCRIPTION
 FE0747
 FE0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0747'2.4 MI SE FROM JACKSON.
 FE0747'IDENTIFICATION OF THIS MARK IS BY NO MEANS POSITIVE.  ORIGINAL
 FE0747'DESCRIPTION CALLS FOR A SQUARE CUT IN A STONE COPING.  MARK
 FE0747'RECOVERED IS A CROSS CUT IN THE STONE.  THE BARS OF THE CROSS
 FE0747'RADIATE ABOUT 1 1/2 INCHES FROM ITS CENTER.  INVESTIGATION
 FE0747'REVEALS THAT THIS MARK WAS FOUND IN A PIER OF AN OLD BRIDGE OVER
 FE0747'FORKED DEER CREEK, THE CHANNEL HAS NOW BEEN CHANGED SO THAT THE
 FE0747'PRESENT STREAM IS ABOUT ONE FOURTH MILE SOUTH OF THE OLD CHANNEL
 FE0747'AND IT PASSES UNDER THE TRACK AT BRIDGE NO. 383.46.  TWO PIERS
 FE0747'REMAIN OF THE OLD BRIDGE AND THERE IS NO EVIDENCE THAT THERE
 FE0747'WERE EVER ANYMORE.  THE NORTH PIER IS IN EXCELLENT CONDITION.  IT
 FE0747'IS OF BRICK CONSTRUCTION AND HAS A MASSIVE STONE CAP.  THE CROSS
 FE0747'FOUND IS ABOUT 12 INCHES SOUTHEAST OF THE NORTHWEST EDGE OF THE
 FE0747'PIER AND IS ABOUT 12 INCHES NORTHEAST OF ITS SOUTHWEST EDGE.  THE
 FE0747'OLD ANCHOR BOLTS REMAIN TO INDICATE THE LOCATION OF THE OLD
 FE0747'TRUSSES THAT HAVE BEEN TAKEN DOWN.  THESE WOULD INDICATE THAT
 FE0747'THE CROSS IS NEAR THE OLD CHORD.  IF THIS IS NOT THE ORIGINAL
 FE0747'MARK IT MUST BE AT ALMOST EXACTLY THE SAME ELEVATION SINCE THE
 FE0747'TOP OF THE STONE IS PRACTICALLY FLAT.  THE PIER DESCRIBED IS NOW
 FE0747'UNDER TRESTLE NO. 383.69.  THIS MARK IS DESCRIBED IN A
 FE0747'PUBLICATION OF THE U.S. ENGINEERS OFFICE OF MEMPHIS FOR THE
 FE0747'MALESUS QUADRANGLE AS BEING T.B.M. 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1007 ***********************************************************************
 FE1007  DESIGNATION -  XXX 12
 FE1007  PID         -  FE1007
 FE1007  STATE/COUNTY-  TN/HARDEMAN
 FE1007  USGS QUAD   -  SAULSBURY (1981)
 FE1007
 FE1007                         *CURRENT SURVEY CONTROL
 FE1007  ___________________________________________________________________
 FE1007* NAD 83(1986)-  35 02 56.     (N)    089 01 50.     (W)     SCALED    
 FE1007* NAVD 88     -       154.076  (meters)     505.50   (feet)  ADJUSTED  
 FE1007  ___________________________________________________________________
 FE1007  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE1007  DYNAMIC HT  -         153.929 (meters)     505.02  (feet)  COMP
 FE1007  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 FE1007
 FE1007  VERT ORDER  -  FIRST     CLASS II
 FE1007
 FE1007.The horizontal coordinates were scaled from a topographic map and have
 FE1007.an estimated accuracy of +/- 6 seconds.
 FE1007
 FE1007.The orthometric height was determined by differential leveling
 FE1007.and adjusted by the National Geodetic Survey in June 1991..
 FE1007.WARNING-Repeat measurements at this control monument indicate possible
 FE1007.vertical movement.
 FE1007
 FE1007.The geoid height was determined by GEOID03.
 FE1007
 FE1007.The dynamic height is computed by dividing the NAVD 88
 FE1007.geopotential number by the normal gravity value computed on the
 FE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1007.degrees latitude (g = 980.6199 gals.).
 FE1007
 FE1007.The modeled gravity was interpolated from observed gravity values.
 FE1007
 FE1007;                    North         East    Units  Estimated Accuracy
 FE1007;SPC TN       -    83,670.      323,540.      MT  (+/- 180 meters Scaled)
 FE1007
 FE1007                          SUPERSEDED SURVEY CONTROL
 FE1007
 FE1007  NGVD 29 (??/??/??)  154.027  (m)          505.34   (f) ADJUSTED    1 2
 FE1007
 FE1007.Superseded values are not recommended for survey control.
 FE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1007.See file dsdata.txt to determine how the superseded data were derived.
 FE1007
 FE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD148803(NAD 83)
 FE1007_MARKER: DB = BENCH MARK DISK
 FE1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1007_SP_SET: CONCRETE BASE
 FE1007_STAMPING: XXX 12 1934
 FE1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1007
 FE1007  HISTORY     - Date     Condition        Report By
 FE1007  HISTORY     - 1934     MONUMENTED       CGS
 FE1007  HISTORY     - 1944     GOOD             CGS
 FE1007  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1007
 FE1007                          STATION DESCRIPTION
 FE1007
 FE1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1007'3.3 MI E FROM SAULSBURY.
 FE1007'3.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1007'AT SAULSBURY, HARDEMAN COUNTY, 2-1/2 POLES EAST OF MILEPOST
 FE1007'491, AT BLOCK SIGNAL 4910 A, IN THE TOP OF THE NORTHEAST CORNER
 FE1007'OF THE CONCRETE BASE, AND 10 FEET SOUTH OF THE CENTERLINE OF
 FE1007'THE TRACK.  A STANDARD DISK, STAMPED XXX 12 1934.
 FE1007
 FE1007                          STATION RECOVERY (1983)
 FE1007
 FE1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1007'NOT SEARCHED FOR, NOT ACCESSIBLE BY VEHICLE, LEVEL LINE REROUTED ALONG
 FE1007'HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0154 ***********************************************************************
 FC0154  DESIGNATION -  Y 10
 FC0154  PID         -  FC0154
 FC0154  STATE/COUNTY-  TN/BLOUNT
 FC0154  USGS QUAD   -  TALLASSEE (1985)
 FC0154
 FC0154                         *CURRENT SURVEY CONTROL
 FC0154  ___________________________________________________________________
 FC0154* NAD 83(1986)-  35 34 30.     (N)    084 06 21.     (W)     SCALED    
 FC0154* NAVD 88     -       249.833  (meters)     819.66   (feet)  ADJUSTED  
 FC0154  ___________________________________________________________________
 FC0154  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0154  DYNAMIC HT  -         249.595 (meters)     818.88  (feet)  COMP
 FC0154  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 FC0154
 FC0154  VERT ORDER  -  FIRST     CLASS II
 FC0154
 FC0154.The horizontal coordinates were scaled from a topographic map and have
 FC0154.an estimated accuracy of +/- 6 seconds.
 FC0154
 FC0154.The orthometric height was determined by differential leveling
 FC0154.and adjusted by the National Geodetic Survey in June 1991..
 FC0154
 FC0154.The geoid height was determined by GEOID03.
 FC0154
 FC0154.The dynamic height is computed by dividing the NAVD 88
 FC0154.geopotential number by the normal gravity value computed on the
 FC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0154.degrees latitude (g = 980.6199 gals.).
 FC0154
 FC0154.The modeled gravity was interpolated from observed gravity values.
 FC0154
 FC0154;                    North         East    Units  Estimated Accuracy
 FC0154;SPC TN       -   139,420.      771,680.      MT  (+/- 180 meters Scaled)
 FC0154
 FC0154                          SUPERSEDED SURVEY CONTROL
 FC0154
 FC0154  NGVD 29 (??/??/92)  249.958  (m)          820.07   (f) ADJ UNCH    1 2
 FC0154
 FC0154.Superseded values are not recommended for survey control.
 FC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0154.See file dsdata.txt to determine how the superseded data were derived.
 FC0154
 FC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE622406(NAD 83)
 FC0154_MARKER: DB = BENCH MARK DISK
 FC0154_SETTING: 66 = SET IN ROCK OUTCROP
 FC0154_SP_SET: ROCK CUT
 FC0154_STAMPING: 820.274 Y 10 1932
 FC0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0154+STABILITY: POSITION/ELEVATION WELL
 FC0154
 FC0154  HISTORY     - Date     Condition        Report By
 FC0154  HISTORY     - 1932     MONUMENTED       CGS
 FC0154  HISTORY     - 1934     GOOD             NGS
 FC0154  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0154
 FC0154                          STATION DESCRIPTION
 FC0154
 FC0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0154'0.7 MI NE FROM BACONS FERRY.
 FC0154'0.7 MILE NORTHEAST ALONG THE ABANDONED SOUTHERN RAILWAY FROM
 FC0154'THE STATION AT BACONS FERRY, MONROE COUNTY, BETWEEN POLES
 FC0154'529 AND 530, 15 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 FC0154'TRACK, IN A ROCK CUT, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 FC0154'A STANDARD DISK, STAMPED 820.274 Y 10 1932.
 FC0154
 FC0154                          STATION RECOVERY (1983)
 FC0154
 FC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0477 ***********************************************************************
 GA0477  DESIGNATION -  Y 100
 GA0477  PID         -  GA0477
 GA0477  STATE/COUNTY-  TN/WASHINGTON
 GA0477  USGS QUAD   -  BOONE DAM (1968)
 GA0477
 GA0477                         *CURRENT SURVEY CONTROL
 GA0477  ___________________________________________________________________
 GA0477* NAD 83(1986)-  36 23 31.     (N)    082 22 48.     (W)     SCALED    
 GA0477* NAVD 88     -       432.720  (meters)    1419.68   (feet)  ADJUSTED  
 GA0477  ___________________________________________________________________
 GA0477  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0477  DYNAMIC HT  -         432.314 (meters)    1418.35  (feet)  COMP
 GA0477  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GA0477
 GA0477  VERT ORDER  -  SECOND    CLASS 0
 GA0477
 GA0477.The horizontal coordinates were scaled from a topographic map and have
 GA0477.an estimated accuracy of +/- 6 seconds.
 GA0477
 GA0477.The orthometric height was determined by differential leveling
 GA0477.and adjusted by the National Geodetic Survey in June 1991..
 GA0477
 GA0477.The geoid height was determined by GEOID03.
 GA0477
 GA0477.The dynamic height is computed by dividing the NAVD 88
 GA0477.geopotential number by the normal gravity value computed on the
 GA0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0477.degrees latitude (g = 980.6199 gals.).
 GA0477
 GA0477.The modeled gravity was interpolated from observed gravity values.
 GA0477
 GA0477;                    North         East    Units  Estimated Accuracy
 GA0477;SPC TN       -   234,410.      924,690.      MT  (+/- 180 meters Scaled)
 GA0477
 GA0477                          SUPERSEDED SURVEY CONTROL
 GA0477
 GA0477  NGVD 29 (??/??/92)  432.863  (m)         1420.15   (f) ADJ UNCH    2 0
 GA0477
 GA0477.Superseded values are not recommended for survey control.
 GA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0477.See file dsdata.txt to determine how the superseded data were derived.
 GA0477
 GA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA762283(NAD 83)
 GA0477_MARKER: DB = BENCH MARK DISK
 GA0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0477_STAMPING: Y 100 1935
 GA0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0477+STABILITY: SURFACE MOTION
 GA0477
 GA0477  HISTORY     - Date     Condition        Report By
 GA0477  HISTORY     - 1935     MONUMENTED       CGS
 GA0477  HISTORY     - 1979     GOOD             LOCSUR
 GA0477
 GA0477                          STATION DESCRIPTION
 GA0477
 GA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0477'1.1 MI E FROM FLOURVILLE.
 GA0477'1.1 MILES EAST ALONG A ROAD LEADING TO U.S. HIGHWAY 11 E FROM
 GA0477'FLOURVILLE, WASHINGTON COUNTY, 116 YARDS WEST OF THE C.B. WHITAKER
 GA0477'RESIDENCE, 23.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 41
 GA0477'FEET SOUTH OF A 4-FOOT OAK TREE, AND LEVEL WITH THE ROAD.  A
 GA0477'STANDARD DISK, STAMPED Y 100 1935 AND SET IN THE TOP OF A CONCRETE
 GA0477'POST.
 GA0477
 GA0477                          STATION RECOVERY (1979)
 GA0477
 GA0477'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0476 ***********************************************************************
 GA0476  DESIGNATION -  Y 100 X
 GA0476  PID         -  GA0476
 GA0476  STATE/COUNTY-  TN/WASHINGTON
 GA0476  USGS QUAD   -  BLUFF CITY (1968)
 GA0476
 GA0476                         *CURRENT SURVEY CONTROL
 GA0476  ___________________________________________________________________
 GA0476* NAD 83(1986)-  36 23 27.     (N)    082 21 30.     (W)     SCALED    
 GA0476* NAVD 88     -       439.528  (meters)    1442.02   (feet)  ADJUSTED  
 GA0476  ___________________________________________________________________
 GA0476  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0476  DYNAMIC HT  -         439.116 (meters)    1440.67  (feet)  COMP
 GA0476  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 GA0476
 GA0476  VERT ORDER  -  SECOND    CLASS 0
 GA0476
 GA0476.The horizontal coordinates were scaled from a topographic map and have
 GA0476.an estimated accuracy of +/- 6 seconds.
 GA0476
 GA0476.The orthometric height was determined by differential leveling
 GA0476.and adjusted by the National Geodetic Survey in June 1991..
 GA0476
 GA0476.The geoid height was determined by GEOID03.
 GA0476
 GA0476.The dynamic height is computed by dividing the NAVD 88
 GA0476.geopotential number by the normal gravity value computed on the
 GA0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0476.degrees latitude (g = 980.6199 gals.).
 GA0476
 GA0476.The modeled gravity was interpolated from observed gravity values.
 GA0476
 GA0476;                    North         East    Units  Estimated Accuracy
 GA0476;SPC TN       -   234,360.      926,640.      MT  (+/- 180 meters Scaled)
 GA0476
 GA0476                          SUPERSEDED SURVEY CONTROL
 GA0476
 GA0476  NGVD 29 (??/??/92)  439.670  (m)         1442.48   (f) ADJ UNCH    2 0
 GA0476
 GA0476.Superseded values are not recommended for survey control.
 GA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0476.See file dsdata.txt to determine how the superseded data were derived.
 GA0476
 GA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA781281(NAD 83)
 GA0476_MARKER: DB = BENCH MARK DISK
 GA0476_SETTING: 66 = SET IN ROCK OUTCROP
 GA0476_SP_SET: SET IN ROCK OUTCROP
 GA0476_STAMPING: Y 100 X 1935
 GA0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0476+STABILITY: POSITION/ELEVATION WELL
 GA0476
 GA0476  HISTORY     - Date     Condition        Report By
 GA0476  HISTORY     - 1935     MONUMENTED       CGS
 GA0476
 GA0476                          STATION DESCRIPTION
 GA0476
 GA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0476'2.6 MI SE FROM FLOURVILLE.
 GA0476'2.6 MILES SOUTHEAST ALONG A COUNTY ROAD FROM FLOURVILLE, WASHINGTON
 GA0476'COUNTY, 5.8 MILES NORTH OF JOHNSON CITY, 0.2 MILE SOUTH OF A
 GA0476'STEEL BRIDGE OVER WATAUGA RIVER, AT THE JUNCTION OF U.S. HIGHWAY
 GA0476'11 E AND THE FLOURVILLE ROAD, 26 YARDS SOUTH OF THE ROAD LEADING
 GA0476'WEST, 25.7 FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF THE
 GA0476'HIGHWAY, 2 FEET EAST OF A WIRE FENCE, IN THE TOP OF A LIMESTONE
 GA0476'OUTCROP, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0476'STAMPED Y 100 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0248 ***********************************************************************
 GA0248  DESIGNATION -  Y 101
 GA0248  PID         -  GA0248
 GA0248  STATE/COUNTY-  TN/SULLIVAN
 GA0248  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0248
 GA0248                         *CURRENT SURVEY CONTROL
 GA0248  ___________________________________________________________________
 GA0248* NAD 83(1986)-  36 34 43.     (N)    082 18 49.     (W)     SCALED    
 GA0248* NAVD 88     -       541.928  (meters)    1777.98   (feet)  ADJUSTED  
 GA0248  ___________________________________________________________________
 GA0248  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0248  DYNAMIC HT  -         541.427 (meters)    1776.33  (feet)  COMP
 GA0248  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 GA0248
 GA0248  VERT ORDER  -  SECOND    CLASS 0
 GA0248
 GA0248.The horizontal coordinates were scaled from a topographic map and have
 GA0248.an estimated accuracy of +/- 6 seconds.
 GA0248
 GA0248.The orthometric height was determined by differential leveling
 GA0248.and adjusted by the National Geodetic Survey in June 1991..
 GA0248
 GA0248.The geoid height was determined by GEOID03.
 GA0248
 GA0248.The dynamic height is computed by dividing the NAVD 88
 GA0248.geopotential number by the normal gravity value computed on the
 GA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0248.degrees latitude (g = 980.6199 gals.).
 GA0248
 GA0248.The modeled gravity was interpolated from observed gravity values.
 GA0248
 GA0248;                    North         East    Units  Estimated Accuracy
 GA0248;SPC TN       -   255,330.      929,870.      MT  (+/- 180 meters Scaled)
 GA0248
 GA0248                          SUPERSEDED SURVEY CONTROL
 GA0248
 GA0248  NGVD 29 (??/??/92)  542.071  (m)         1778.44   (f) ADJ UNCH    2 0
 GA0248
 GA0248.Superseded values are not recommended for survey control.
 GA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0248.See file dsdata.txt to determine how the superseded data were derived.
 GA0248
 GA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA824489(NAD 83)
 GA0248_MARKER: DB = BENCH MARK DISK
 GA0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0248_STAMPING: Y 101 1935
 GA0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0248+STABILITY: SURFACE MOTION
 GA0248
 GA0248  HISTORY     - Date     Condition        Report By
 GA0248  HISTORY     - 1935     MONUMENTED       CGS
 GA0248  HISTORY     - 1959     GOOD             TVA
 GA0248
 GA0248                          STATION DESCRIPTION
 GA0248
 GA0248'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0248'2.9 MI E FROM MILL POINT.
 GA0248'2.9 MILES EAST ALONG THE BRISTOL ROAD FROM THE POST OFFICE
 GA0248'AT MILL POINT, SULLIVAN COUNTY, AT THE TRIANGLE FORMED BY A
 GA0248'ROAD JUNCTION, 10.2 FEET SOUTH OF THE SOUTHWEST APEX OF THE
 GA0248'TRIANGLE, AT A FIELD GATE, 1.5 FEET EAST OF A FENCE LINE,
 GA0248'AND LEVEL WITH THE ROAD, 1 FOOT EAST OF STEEL WITNESS POST.  A
 GA0248'STANDARD DISK, STAMPED Y 101 1935 AND SET IN THE TOP OF A
 GA0248'CONCRETE POST.  NOTE-- THE MARK MAY BE REACHED FROM THE JUNCTION
 GA0248'OF U.S. HIGHWAYS 11 W AND 58 AT THE WEST END OF STATE STREET
 GA0248'IN BRISTOL BY GOING 6.4 MILES WEST ALONG U.S. HIGHWAY 11 W (NEW).
 GA0248'THE MARK IS PLUS 150 FEET SOUTH OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1254 ***********************************************************************
 FZ1254  DESIGNATION -  Y 102
 FZ1254  PID         -  FZ1254
 FZ1254  STATE/COUNTY-  TN/SULLIVAN
 FZ1254  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1254
 FZ1254                         *CURRENT SURVEY CONTROL
 FZ1254  ___________________________________________________________________
 FZ1254* NAD 83(1986)-  36 32 10.     (N)    081 58 25.     (W)     SCALED    
 FZ1254* NAVD 88     -       841.620  (meters)    2761.21   (feet)  ADJUSTED  
 FZ1254  ___________________________________________________________________
 FZ1254  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1254  DYNAMIC HT  -         840.817 (meters)    2758.58  (feet)  COMP
 FZ1254  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 FZ1254
 FZ1254  VERT ORDER  -  SECOND    CLASS 0
 FZ1254
 FZ1254.The horizontal coordinates were scaled from a topographic map and have
 FZ1254.an estimated accuracy of +/- 6 seconds.
 FZ1254
 FZ1254.The orthometric height was determined by differential leveling
 FZ1254.and adjusted by the National Geodetic Survey in June 1991..
 FZ1254
 FZ1254.The geoid height was determined by GEOID03.
 FZ1254
 FZ1254.The dynamic height is computed by dividing the NAVD 88
 FZ1254.geopotential number by the normal gravity value computed on the
 FZ1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1254.degrees latitude (g = 980.6199 gals.).
 FZ1254
 FZ1254.The modeled gravity was interpolated from observed gravity values.
 FZ1254
 FZ1254;                    North         East    Units  Estimated Accuracy
 FZ1254;SPC TN       -   251,820.      960,470.      MT  (+/- 180 meters Scaled)
 FZ1254
 FZ1254                          SUPERSEDED SURVEY CONTROL
 FZ1254
 FZ1254  NGVD 29 (??/??/92)  841.720  (m)         2761.54   (f) ADJ UNCH    2 0
 FZ1254
 FZ1254.Superseded values are not recommended for survey control.
 FZ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1254.See file dsdata.txt to determine how the superseded data were derived.
 FZ1254
 FZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA128438(NAD 83)
 FZ1254_MARKER: DB = BENCH MARK DISK
 FZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1254_STAMPING: Y 102 1935
 FZ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1254+STABILITY: SURFACE MOTION
 FZ1254
 FZ1254  HISTORY     - Date     Condition        Report By
 FZ1254  HISTORY     - 1935     MONUMENTED       CGS
 FZ1254
 FZ1254                          STATION DESCRIPTION
 FZ1254
 FZ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1254'4.7 MI W FROM SHADY VALLEY.
 FZ1254'IN SULLIVAN COUNTY, 4.7 MILES WEST ALONG U.S. HIGHWAY 421 FROM
 FZ1254'THE INTERSECTION OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON
 FZ1254'COUNTY, 40-1/2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 34
 FZ1254'FEET NORTHWEST OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT,
 FZ1254'IN A CLEARING AT THE EDGE OF THE WOODS, AND 3 FEET HIGHER THAN
 FZ1254'THE HIGHWAY.  A STANDARD DISK, STAMPED Y 102 1935 AND SET IN THE
 FZ1254'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1255 ***********************************************************************
 FZ1255  DESIGNATION -  Y 102 X
 FZ1255  PID         -  FZ1255
 FZ1255  STATE/COUNTY-  TN/SULLIVAN
 FZ1255  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1255
 FZ1255                         *CURRENT SURVEY CONTROL
 FZ1255  ___________________________________________________________________
 FZ1255* NAD 83(1986)-  36 32 22.     (N)    081 59 10.     (W)     SCALED    
 FZ1255* NAVD 88     -       730.626  (meters)    2397.06   (feet)  ADJUSTED  
 FZ1255  ___________________________________________________________________
 FZ1255  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ1255  DYNAMIC HT  -         729.932 (meters)    2394.79  (feet)  COMP
 FZ1255  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 FZ1255
 FZ1255  VERT ORDER  -  SECOND    CLASS 0
 FZ1255
 FZ1255.The horizontal coordinates were scaled from a topographic map and have
 FZ1255.an estimated accuracy of +/- 6 seconds.
 FZ1255
 FZ1255.The orthometric height was determined by differential leveling
 FZ1255.and adjusted by the National Geodetic Survey in June 1991..
 FZ1255
 FZ1255.The geoid height was determined by GEOID03.
 FZ1255
 FZ1255.The dynamic height is computed by dividing the NAVD 88
 FZ1255.geopotential number by the normal gravity value computed on the
 FZ1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1255.degrees latitude (g = 980.6199 gals.).
 FZ1255
 FZ1255.The modeled gravity was interpolated from observed gravity values.
 FZ1255
 FZ1255;                    North         East    Units  Estimated Accuracy
 FZ1255;SPC TN       -   252,140.      959,330.      MT  (+/- 180 meters Scaled)
 FZ1255
 FZ1255                          SUPERSEDED SURVEY CONTROL
 FZ1255
 FZ1255  NGVD 29 (??/??/92)  730.726  (m)         2397.39   (f) ADJ UNCH    2 0
 FZ1255
 FZ1255.Superseded values are not recommended for survey control.
 FZ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1255.See file dsdata.txt to determine how the superseded data were derived.
 FZ1255
 FZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA117442(NAD 83)
 FZ1255_MARKER: DB = BENCH MARK DISK
 FZ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1255_STAMPING: Y 102 X 1935
 FZ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1255+STABILITY: SURFACE MOTION
 FZ1255
 FZ1255  HISTORY     - Date     Condition        Report By
 FZ1255  HISTORY     - 1935     MONUMENTED       CGS
 FZ1255
 FZ1255                          STATION DESCRIPTION
 FZ1255
 FZ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1255'7.3 MI SE FROM HOLSTON VALLEY.
 FZ1255'7.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1255'AT HOLSTON VALLEY, SULLIVAN COUNTY, 23 YARDS NORTH OF TWO 20-INCH
 FZ1255'PINE TREES, 23 FEET NORTH OF AN 18-INCH GALVANIZED-IRON PIPE
 FZ1255'CULVERT, 26-1/2 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FZ1255'AT THE EDGE OF THE WOODS, AND 4 FEET HIGHER THAN THE HIGHWAY.  A
 FZ1255'STANDARD DISK, STAMPED Y 102 X 1935 AND SET IN THE TOP OF A
 FZ1255'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0443 ***********************************************************************
 GA0443  DESIGNATION -  Y 103
 GA0443  PID         -  GA0443
 GA0443  STATE/COUNTY-  TN/CARTER
 GA0443  USGS QUAD   -  WATAUGA DAM (1960)
 GA0443
 GA0443                         *CURRENT SURVEY CONTROL
 GA0443  ___________________________________________________________________
 GA0443* NAD 83(1986)-  36 19 17.     (N)    082 05 41.     (W)     SCALED    
 GA0443* NAVD 88     -       542.540  (meters)    1779.98   (feet)  ADJUSTED  
 GA0443  ___________________________________________________________________
 GA0443  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0443  DYNAMIC HT  -         541.995 (meters)    1778.20  (feet)  COMP
 GA0443  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 GA0443
 GA0443  VERT ORDER  -  SECOND    CLASS 0
 GA0443
 GA0443.The horizontal coordinates were scaled from a topographic map and have
 GA0443.an estimated accuracy of +/- 6 seconds.
 GA0443
 GA0443.The orthometric height was determined by differential leveling
 GA0443.and adjusted by the National Geodetic Survey in June 1991..
 GA0443
 GA0443.The geoid height was determined by GEOID03.
 GA0443
 GA0443.The dynamic height is computed by dividing the NAVD 88
 GA0443.geopotential number by the normal gravity value computed on the
 GA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0443.degrees latitude (g = 980.6199 gals.).
 GA0443
 GA0443.The modeled gravity was interpolated from observed gravity values.
 GA0443
 GA0443;                    North         East    Units  Estimated Accuracy
 GA0443;SPC TN       -   227,570.      950,580.      MT  (+/- 180 meters Scaled)
 GA0443
 GA0443                          SUPERSEDED SURVEY CONTROL
 GA0443
 GA0443  NGVD 29 (??/??/92)  542.651  (m)         1780.35   (f) ADJ UNCH    2 0
 GA0443
 GA0443.Superseded values are not recommended for survey control.
 GA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0443.See file dsdata.txt to determine how the superseded data were derived.
 GA0443
 GA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA017201(NAD 83)
 GA0443_MARKER: DB = BENCH MARK DISK
 GA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0443_STAMPING: Y 103 1935
 GA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0443+STABILITY: SURFACE MOTION
 GA0443
 GA0443  HISTORY     - Date     Condition        Report By
 GA0443  HISTORY     - 1935     MONUMENTED       CGS
 GA0443
 GA0443                          STATION DESCRIPTION
 GA0443
 GA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0443'1.2 MI W FROM FISH SPRINGS.
 GA0443'1.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0443'FISH SPRINGS, CARTER COUNTY, 0.2 MILE NORTH OF THE CROSSING OF A
 GA0443'POWER-TRANSMISSION LINE, AT A BRANCH, 15 FEET EAST OF THE EAST
 GA0443'RAIL, 2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 GA0443'WIRE-FENCE LINE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 GA0443'DISK, STAMPED Y 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1028 ***********************************************************************
 FZ1028  DESIGNATION -  Y 104
 FZ1028  PID         -  FZ1028
 FZ1028  STATE/COUNTY-  TN/JOHNSON
 FZ1028  USGS QUAD   -  ELK MILLS (1994)
 FZ1028
 FZ1028                         *CURRENT SURVEY CONTROL
 FZ1028  ___________________________________________________________________
 FZ1028* NAD 83(1986)-  36 16 55.     (N)    081 55 57.     (W)     SCALED    
 FZ1028* NAVD 88     -       792.04   (+/-2cm)    2598.6    (feet)  VERTCON   
 FZ1028  ___________________________________________________________________
 FZ1028  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ1028
 FZ1028  VERT ORDER  -  ? (See Below)
 FZ1028
 FZ1028.The horizontal coordinates were scaled from a topographic map and have
 FZ1028.an estimated accuracy of +/- 6 seconds.
 FZ1028
 FZ1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1028.The vertical order pertains to the NGVD 29 superseded value.
 FZ1028
 FZ1028.The geoid height was determined by GEOID03.
 FZ1028
 FZ1028;                    North         East    Units  Estimated Accuracy
 FZ1028;SPC TN       -   223,790.      965,320.      MT  (+/- 180 meters Scaled)
 FZ1028
 FZ1028                          SUPERSEDED SURVEY CONTROL
 FZ1028
 FZ1028  NGVD 29 (??/??/92)  792.139  (m)         2598.88   (f) ADJ UNCH    ?  
 FZ1028
 FZ1028.Superseded values are not recommended for survey control.
 FZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1028.See file dsdata.txt to determine how the superseded data were derived.
 FZ1028
 FZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA162156(NAD 83)
 FZ1028_MARKER: DB = BENCH MARK DISK
 FZ1028_SETTING: 80 = SET IN A BOULDER
 FZ1028_SP_SET: BOULDER
 FZ1028_STAMPING: Y 104 1935
 FZ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1028+STABILITY: SURFACE MOTION
 FZ1028
 FZ1028  HISTORY     - Date     Condition        Report By
 FZ1028  HISTORY     - 1935     MONUMENTED       CGS
 FZ1028
 FZ1028                          STATION DESCRIPTION
 FZ1028
 FZ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1028'4.2 MI SE FROM DUGGER BRIDGE.
 FZ1028'4.2 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1028'DUGGER BRIDGE, JOHNSON COUNTY, AT THE JUNCTION OF A TRAIL
 FZ1028'LEADING WEST, ON THE WEST SIDE OF THE COUNTY ROAD, ON THE ADAM
 FZ1028'HICKS PROPERTY, 200 FEET SOUTHWEST OF A LARGE BARN, 75 FEET
 FZ1028'SOUTH OF A 1-1/2-STORY FARMHOUSE, 50 FEET WEST OF TWO SMALL
 FZ1028'BARNS, 24.9 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMOKEHOUSE,
 FZ1028'32.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER, NEAR A GATE, AND IN
 FZ1028'A LARGE GRANITE BOULDER.  A STANDARD DISK, STAMPED Y 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1030 ***********************************************************************
 FZ1030  DESIGNATION -  Y 104 X
 FZ1030  PID         -  FZ1030
 FZ1030  STATE/COUNTY-  TN/JOHNSON
 FZ1030  USGS QUAD   -  ELK MILLS (1994)
 FZ1030
 FZ1030                         *CURRENT SURVEY CONTROL
 FZ1030  ___________________________________________________________________
 FZ1030* NAD 83(1986)-  36 17 01.     (N)    081 55 20.     (W)     SCALED    
 FZ1030* NAVD 88     -       813.84   (+/-2cm)    2670.1    (feet)  VERTCON   
 FZ1030  ___________________________________________________________________
 FZ1030  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ1030
 FZ1030  VERT ORDER  -  ? (See Below)
 FZ1030
 FZ1030.The horizontal coordinates were scaled from a topographic map and have
 FZ1030.an estimated accuracy of +/- 6 seconds.
 FZ1030
 FZ1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1030.The vertical order pertains to the NGVD 29 superseded value.
 FZ1030
 FZ1030.The geoid height was determined by GEOID03.
 FZ1030
 FZ1030;                    North         East    Units  Estimated Accuracy
 FZ1030;SPC TN       -   224,020.      966,230.      MT  (+/- 180 meters Scaled)
 FZ1030
 FZ1030                          SUPERSEDED SURVEY CONTROL
 FZ1030
 FZ1030  NGVD 29 (??/??/92)  813.937  (m)         2670.39   (f) ADJ UNCH    ?  
 FZ1030
 FZ1030.Superseded values are not recommended for survey control.
 FZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1030.See file dsdata.txt to determine how the superseded data were derived.
 FZ1030
 FZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA171158(NAD 83)
 FZ1030_MARKER: DE = TRAVERSE STATION DISK
 FZ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1030_STAMPING: Y 104 X 1935
 FZ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1030+STABILITY: SURFACE MOTION
 FZ1030
 FZ1030  HISTORY     - Date     Condition        Report By
 FZ1030  HISTORY     - 1935     MONUMENTED       CGS
 FZ1030
 FZ1030                          STATION DESCRIPTION
 FZ1030
 FZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1030'5.1 MI SE FROM DUGGER BRIDGE.
 FZ1030'5.1 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1030'DUGGER BRIDGE, JOHNSON COUNTY, 600 FEET WEST OF THE
 FZ1030'TENNESSEE-NORTH CAROLINA STATE LINE, ON THE OUTSIDE OF A CURVE,
 FZ1030'135 FEET WEST OF THE TIMBER LINE, 80 FEET NORTH OF TWO APPLE
 FZ1030'TREES AND ONE WALNUT TREE ON THE SOUTH SIDE OF THE ROAD, 20
 FZ1030'FEET WEST OF AN 8-INCH FORKED CHERRY TREE IN A FENCE LINE, AT
 FZ1030'A GATE ON THE NORTH SIDE OF THE ROAD, 14.4 FEET WEST OF THE
 FZ1030'NORTHEAST GATEPOST, AND NEAR THE SOUTHWEST GATEPOST.  A STANDARD
 FZ1030'DISK, STAMPED Y 104 X 1935 AND SET IN THE TOP OF A CONCRETE
 FZ1030'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0818 ***********************************************************************
 GA0818  DESIGNATION -  Y 105
 GA0818  PID         -  GA0818
 GA0818  STATE/COUNTY-  TN/GREENE
 GA0818  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0818
 GA0818                         *CURRENT SURVEY CONTROL
 GA0818  ___________________________________________________________________
 GA0818* NAD 83(1986)-  36 18 35.     (N)    082 43 29.     (W)     SCALED    
 GA0818* NAVD 88     -       477.152  (meters)    1565.46   (feet)  POSTED    
 GA0818  ___________________________________________________________________
 GA0818  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0818  DYNAMIC HT  -         476.700 (meters)    1563.97  (feet)  COMP
 GA0818  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 GA0818
 GA0818  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0818
 GA0818.The horizontal coordinates were scaled from a topographic map and have
 GA0818.an estimated accuracy of +/- 6 seconds.
 GA0818
 GA0818.The orthometric height was determined by differential leveling
 GA0818.and adjusted by the National Geodetic Survey in 1992..
 GA0818.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0818.rate of 0.0 thru 1.0 mm/km.
 GA0818
 GA0818.The geoid height was determined by GEOID03.
 GA0818
 GA0818.The dynamic height is computed by dividing the NAVD 88
 GA0818.geopotential number by the normal gravity value computed on the
 GA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0818.degrees latitude (g = 980.6199 gals.).
 GA0818
 GA0818.The modeled gravity was interpolated from observed gravity values.
 GA0818
 GA0818;                    North         East    Units  Estimated Accuracy
 GA0818;SPC TN       -   224,200.      894,090.      MT  (+/- 180 meters Scaled)
 GA0818
 GA0818                          SUPERSEDED SURVEY CONTROL
 GA0818
 GA0818  NGVD 29 (??/??/92)  477.286  (m)         1565.90   (f) ADJ UNCH    2 0
 GA0818
 GA0818.Superseded values are not recommended for survey control.
 GA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0818.See file dsdata.txt to determine how the superseded data were derived.
 GA0818
 GA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA451196(NAD 83)
 GA0818_MARKER: DB = BENCH MARK DISK
 GA0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0818_STAMPING: Y 105 1935
 GA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0818+STABILITY: SURFACE MOTION
 GA0818
 GA0818  HISTORY     - Date     Condition        Report By
 GA0818  HISTORY     - 1935     MONUMENTED       CGS
 GA0818
 GA0818                          STATION DESCRIPTION
 GA0818
 GA0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0818'11.3 MI SW FROM FALL BRANCH.
 GA0818'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0818'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 8.1 MILES SOUTHWEST
 GA0818'ALONG STATE HIGHWAY 93, 100 YARDS SOUTHWEST OF THE SOUTHWEST CORNER
 GA0818'OF THE S.M. DUNN RESIDENCE, 75 YARDS NORTH OF A BARN, 10 YARDS
 GA0818'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21 YARDS NORTHWEST
 GA0818'AND ACROSS THE HIGHWAY FROM AN ORCHARD FENCE, 1 FOOT SOUTHEAST OF
 GA0818'A WIRE FENCE LINE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GA0818'DISK, STAMPED Y 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0849 ***********************************************************************
 GA0849  DESIGNATION -  Y 106
 GA0849  PID         -  GA0849
 GA0849  STATE/COUNTY-  TN/GREENE
 GA0849  USGS QUAD   -  BAILEYTON (1971)
 GA0849
 GA0849                         *CURRENT SURVEY CONTROL
 GA0849  ___________________________________________________________________
 GA0849* NAD 83(1986)-  36 16 37.     (N)    082 45 26.     (W)     SCALED    
 GA0849* NAVD 88     -       441.143  (meters)    1447.32   (feet)  ADJUSTED  
 GA0849  ___________________________________________________________________
 GA0849  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0849  DYNAMIC HT  -         440.728 (meters)    1445.96  (feet)  COMP
 GA0849  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 GA0849
 GA0849  VERT ORDER  -  SECOND    CLASS 0
 GA0849
 GA0849.The horizontal coordinates were scaled from a topographic map and have
 GA0849.an estimated accuracy of +/- 6 seconds.
 GA0849
 GA0849.The orthometric height was determined by differential leveling
 GA0849.and adjusted by the National Geodetic Survey in June 1991..
 GA0849
 GA0849.The geoid height was determined by GEOID03.
 GA0849
 GA0849.The dynamic height is computed by dividing the NAVD 88
 GA0849.geopotential number by the normal gravity value computed on the
 GA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0849.degrees latitude (g = 980.6199 gals.).
 GA0849
 GA0849.The modeled gravity was interpolated from observed gravity values.
 GA0849
 GA0849;                    North         East    Units  Estimated Accuracy
 GA0849;SPC TN       -   220,470.      891,300.      MT  (+/- 180 meters Scaled)
 GA0849
 GA0849                          SUPERSEDED SURVEY CONTROL
 GA0849
 GA0849  NGVD 29 (??/??/92)  441.279  (m)         1447.76   (f) ADJ UNCH    2 0
 GA0849
 GA0849.Superseded values are not recommended for survey control.
 GA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0849.See file dsdata.txt to determine how the superseded data were derived.
 GA0849
 GA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA421160(NAD 83)
 GA0849_MARKER: DB = BENCH MARK DISK
 GA0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0849_STAMPING: Y 106 1935
 GA0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0849+STABILITY: SURFACE MOTION
 GA0849
 GA0849  HISTORY     - Date     Condition        Report By
 GA0849  HISTORY     - 1935     MONUMENTED       CGS
 GA0849  HISTORY     - 1955     GOOD             TVA
 GA0849
 GA0849                          STATION DESCRIPTION
 GA0849
 GA0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0849'0.8 MI NW FROM NEWMANSVILLE.
 GA0849'0.8 MILE NW ALONG THE LOCUST SPRING ROAD FROM ITS JUNCTION WITH
 GA0849'STATE HIGHWAY 93 AT NEWMANSVILLE, GREENE COUNTY, AT THE J. LANE
 GA0849'PROPERTY, 7 FEET W. OF THE NW CORNER OF AN OLD MILL, 68 FEET S.
 GA0849'OF THE CENTERLINE OF THE ROAD, AND ABOUT 6 INCHES LOWER THAN THE
 GA0849'ROAD.  SET IN TOP OF ROCK OUTCROP, 66.3 FEET SOUTH OF THE
 GA0849'CENTERLINE OF THE HIGHWAY 53.9 FEET SOUTH SOUTHEAST OF SOUTHEAST
 GA0849'CORNER OF SPRINGHOUSE, 18.8 FEET EAST NORTHEAST OF NAIL AND BOTTLE
 GA0849'CAP IN 30 INCH SYCAMORE TREE, 6.8 FEET SOUTHEAST OF NORTH CORNER
 GA0849'OF OLD MILL AND 3.2 FEET EAST SOUTHEAST OF STEEL WITNESS POST.  A
 GA0849'STANDARD DISK, STAMPED Y 106 1935 AND SET IN THE TOP OF A CONCRETE
 GA0849'POST.
 GA0849
 GA0849                          STATION RECOVERY (1955)
 GA0849
 GA0849'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0975 ***********************************************************************
 GA0975  DESIGNATION -  Y 107
 GA0975  PID         -  GA0975
 GA0975  STATE/COUNTY-  TN/GREENE
 GA0975  USGS QUAD   -  CHUCKEY (1971)
 GA0975
 GA0975                         *CURRENT SURVEY CONTROL
 GA0975  ___________________________________________________________________
 GA0975* NAD 83(1986)-  36 14 34.     (N)    082 38 34.     (W)     SCALED    
 GA0975* NAVD 88     -       454.933  (meters)    1492.56   (feet)  ADJUSTED  
 GA0975  ___________________________________________________________________
 GA0975  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0975  DYNAMIC HT  -         454.498 (meters)    1491.13  (feet)  COMP
 GA0975  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 GA0975
 GA0975  VERT ORDER  -  SECOND    CLASS 0
 GA0975
 GA0975.The horizontal coordinates were scaled from a topographic map and have
 GA0975.an estimated accuracy of +/- 6 seconds.
 GA0975
 GA0975.The orthometric height was determined by differential leveling
 GA0975.and adjusted by the National Geodetic Survey in June 1991..
 GA0975
 GA0975.The geoid height was determined by GEOID03.
 GA0975
 GA0975.The dynamic height is computed by dividing the NAVD 88
 GA0975.geopotential number by the normal gravity value computed on the
 GA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0975.degrees latitude (g = 980.6199 gals.).
 GA0975
 GA0975.The modeled gravity was interpolated from observed gravity values.
 GA0975
 GA0975;                    North         East    Units  Estimated Accuracy
 GA0975;SPC TN       -   217,030.      901,700.      MT  (+/- 180 meters Scaled)
 GA0975
 GA0975                          SUPERSEDED SURVEY CONTROL
 GA0975
 GA0975  NGVD 29 (??/??/92)  455.075  (m)         1493.03   (f) ADJ UNCH    2 0
 GA0975
 GA0975.Superseded values are not recommended for survey control.
 GA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0975.See file dsdata.txt to determine how the superseded data were derived.
 GA0975
 GA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA523121(NAD 83)
 GA0975_MARKER: DB = BENCH MARK DISK
 GA0975_SETTING: 66 = SET IN ROCK OUTCROP
 GA0975_SP_SET: LIMESTONE OUTCROP
 GA0975_STAMPING: Y 107 1935
 GA0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0975+STABILITY: POSITION/ELEVATION WELL
 GA0975
 GA0975  HISTORY     - Date     Condition        Report By
 GA0975  HISTORY     - 1935     MONUMENTED       CGS
 GA0975  HISTORY     - 1955     GOOD             NGS
 GA0975
 GA0975                          STATION DESCRIPTION
 GA0975
 GA0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0975'2 MI NW FROM LIMESTONE.
 GA0975'IN GREENE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA0975'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, THENCE 1.2 MILES NORTH
 GA0975'ALONG THE JEAROLDSTOWN ROAD, AT THE U.C. BOLTEN RESIDENCE, 47
 GA0975'FEET EAST OF THE CENTERLINE OF THE ROAD, 40 YARDS NORTH OF THE
 GA0975'HOUSE, IN A PASTURE, 35 FEET EAST OF A FENCE, IN THE TOP OF A
 GA0975'LIMESTONE OUTCROP, AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD
 GA0975'DISK, STAMPED Y 107 1935.  NOTE-- POST AND SIGN SET 37 FEET WEST OF
 GA0975'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0276 ***********************************************************************
 GA0276  CBN         -  This is a Cooperative Base Network Control Station.
 GA0276  DESIGNATION -  Y 108
 GA0276  PID         -  GA0276
 GA0276  STATE/COUNTY-  TN/SULLIVAN
 GA0276  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0276
 GA0276                         *CURRENT SURVEY CONTROL
 GA0276  ___________________________________________________________________
 GA0276* NAD 83(1995)-  36 35 31.30956(N)    082 21 59.82323(W)     ADJUSTED  
 GA0276* NAVD 88     -       546.786  (meters)    1793.91   (feet)  ADJUSTED  
 GA0276  ___________________________________________________________________
 GA0276  X           -     681,109.003 (meters)                     COMP
 GA0276  Y           -  -5,082,086.088 (meters)                     COMP
 GA0276  Z           -   3,781,446.382 (meters)                     COMP
 GA0276  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 GA0276  ELLIP HEIGHT-         515.50  (meters)          (08/03/04) GPS OBS
 GA0276  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0276  DYNAMIC HT  -         546.285 (meters)    1792.27  (feet)  COMP
 GA0276  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 GA0276
 GA0276  HORZ ORDER  -  A
 GA0276  VERT ORDER  -  SECOND    CLASS 0
 GA0276  ELLP ORDER  -  FOURTH    CLASS I
 GA0276
 GA0276.The horizontal coordinates were established by GPS observations
 GA0276.and adjusted by the National Geodetic Survey in August 2004..
 GA0276
 GA0276.The orthometric height was determined by differential leveling
 GA0276.and adjusted by the National Geodetic Survey in June 1991..
 GA0276
 GA0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0276
 GA0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0276
 GA0276.The ellipsoidal height was determined by GPS observations
 GA0276.and is referenced to NAD 83.
 GA0276
 GA0276.The geoid height was determined by GEOID03.
 GA0276
 GA0276.The dynamic height is computed by dividing the NAVD 88
 GA0276.geopotential number by the normal gravity value computed on the
 GA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0276.degrees latitude (g = 980.6199 gals.).
 GA0276
 GA0276.The modeled gravity was interpolated from observed gravity values.
 GA0276
 GA0276;                    North         East     Units Scale Factor Converg.
 GA0276;SPC TN       -   256,643.702   925,070.048   MT  1.00003581   +2 07 37.7
 GA0276;SPC TN       -   842,005.21  3,035,000.65   sFT  1.00003581   +2 07 37.7
 GA0276;UTM  17      - 4,050,485.709   377,753.810   MT  0.99978411   -0 48 53.1
 GA0276
 GA0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0276!SPC TN       -   0.99991910  x   1.00003581  =   0.99995491
 GA0276!UTM  17      -   0.99991910  x   0.99978411  =   0.99970323
 GA0276
 GA0276                          SUPERSEDED SURVEY CONTROL
 GA0276
 GA0276  NAVD 88 (08/03/04)  546.79   (m)         1793.9    (f) LEVELING    3  
 GA0276  NGVD 29 (??/??/92)  546.937  (m)         1794.41   (f) ADJ UNCH    2 0
 GA0276
 GA0276.Superseded values are not recommended for survey control.
 GA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0276.See file dsdata.txt to determine how the superseded data were derived.
 GA0276
 GA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7775450486(NAD 83)
 GA0276_MARKER: DB = BENCH MARK DISK
 GA0276_SETTING: 66 = SET IN ROCK OUTCROP
 GA0276_SP_SET: ROCK OUTCROP
 GA0276_STAMPING: Y 108 1935
 GA0276_MARK LOGO: CGS   
 GA0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0276+STABILITY: POSITION/ELEVATION WELL
 GA0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0276+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA0276
 GA0276  HISTORY     - Date     Condition        Report By
 GA0276  HISTORY     - 1935     MONUMENTED       CGS
 GA0276  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0276  HISTORY     - 1964     GOOD             TVA
 GA0276  HISTORY     - 20031010 GOOD             TNDT
 GA0276
 GA0276                          STATION DESCRIPTION
 GA0276
 GA0276'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0276'1.2 MI N FROM MILL POINT.
 GA0276'1.2 MILES NORTH ALONG A COUNTY ROAD LEADING TO THE STATE LINE
 GA0276'FROM THE POST OFFICE AT MILL POINT, SULLIVAN COUNTY, 25 YARDS
 GA0276'SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, 45 YARDS NORTH
 GA0276'OF THE J.A. LETTURE BARN, 24 FEET WEST OF THE CENTERLINE OF THE
 GA0276'ROAD, 12 FEET WEST OF A WIRE FENCE, IN THE TOP OF A ROCK OUTCROP,
 GA0276'AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED Y 108
 GA0276'1935.
 GA0276
 GA0276                          STATION RECOVERY (1964)
 GA0276
 GA0276'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 GA0276'RECOVERED IN GOOD CONDITION.
 GA0276
 GA0276                          STATION RECOVERY (2003)
 GA0276
 GA0276'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA0276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0194 ***********************************************************************
 GA0194  DESIGNATION -  Y 109
 GA0194  PID         -  GA0194
 GA0194  STATE/COUNTY-  TN/SULLIVAN
 GA0194  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0194
 GA0194                         *CURRENT SURVEY CONTROL
 GA0194  ___________________________________________________________________
 GA0194* NAD 83(1986)-  36 32 20.     (N)    082 06 52.     (W)     SCALED    
 GA0194* NAVD 88     -       488.548  (meters)    1602.84   (feet)  ADJUSTED  
 GA0194  ___________________________________________________________________
 GA0194  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0194  DYNAMIC HT  -         488.102 (meters)    1601.38  (feet)  COMP
 GA0194  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 GA0194
 GA0194  VERT ORDER  -  SECOND    CLASS 0
 GA0194
 GA0194.The horizontal coordinates were scaled from a topographic map and have
 GA0194.an estimated accuracy of +/- 6 seconds.
 GA0194
 GA0194.The orthometric height was determined by differential leveling
 GA0194.and adjusted by the National Geodetic Survey in June 1991..
 GA0194
 GA0194.The geoid height was determined by GEOID03.
 GA0194
 GA0194.The dynamic height is computed by dividing the NAVD 88
 GA0194.geopotential number by the normal gravity value computed on the
 GA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0194.degrees latitude (g = 980.6199 gals.).
 GA0194
 GA0194.The modeled gravity was interpolated from observed gravity values.
 GA0194
 GA0194;                    North         East    Units  Estimated Accuracy
 GA0194;SPC TN       -   251,620.      947,850.      MT  (+/- 180 meters Scaled)
 GA0194
 GA0194                          SUPERSEDED SURVEY CONTROL
 GA0194
 GA0194  NGVD 29 (??/??/92)  488.676  (m)         1603.26   (f) ADJ UNCH    2 0
 GA0194
 GA0194.Superseded values are not recommended for survey control.
 GA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0194.See file dsdata.txt to determine how the superseded data were derived.
 GA0194
 GA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA002442(NAD 83)
 GA0194_MARKER: DB = BENCH MARK DISK
 GA0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0194_STAMPING: Y 109 1935
 GA0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0194+STABILITY: SURFACE MOTION
 GA0194
 GA0194  HISTORY     - Date     Condition        Report By
 GA0194  HISTORY     - 1935     MONUMENTED       CGS
 GA0194  HISTORY     - 1951     GOOD             TVA
 GA0194
 GA0194                          STATION DESCRIPTION
 GA0194
 GA0194'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1951
 GA0194'0.6 MI N FROM EMMETT.
 GA0194'0.6 MILE NORTH ALONG THE RUTHTON ROAD FROM THE POST OFFICE AT
 GA0194'EMMETT, SULLIVAN COUNTY, AT THE NORTHEAST APEX OF THE TRIANGLE
 GA0194'FORMED BY THE JUNCTION OF A PRIVATE ROAD, 22.7 FEET EAST OF THE
 GA0194'CENTERLINE OF THE RUTHTON ROAD, 13.3 FEET NORTHEAST OF THE
 GA0194'CENTERLINE OF THE PRIVATE ROAD, IN LINE WITH THE RUTHTON ROAD FENCE,
 GA0194'3 FEET SOUTHWEST OF THE PRIVATE-ROAD FENCE LINE, AND 3-1/2 FEET
 GA0194'HIGHER THAN THE MAIN ROAD.  A STANDARD DISK, STAMPED Y 109 1935
 GA0194'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0406 ***********************************************************************
 GA0406  DESIGNATION -  Y 11
 GA0406  PID         -  GA0406
 GA0406  STATE/COUNTY-  TN/CARTER
 GA0406  USGS QUAD   -  ELIZABETHTON (1968)
 GA0406
 GA0406                         *CURRENT SURVEY CONTROL
 GA0406  ___________________________________________________________________
 GA0406* NAD 83(1986)-  36 18 48.     (N)    082 11 52.     (W)     SCALED    
 GA0406* NAVD 88     -       503.363  (meters)    1651.45   (feet)  ADJUSTED  
 GA0406  ___________________________________________________________________
 GA0406  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0406  DYNAMIC HT  -         502.877 (meters)    1649.86  (feet)  COMP
 GA0406  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 GA0406
 GA0406  VERT ORDER  -  FIRST     CLASS II
 GA0406
 GA0406.The horizontal coordinates were scaled from a topographic map and have
 GA0406.an estimated accuracy of +/- 6 seconds.
 GA0406
 GA0406.The orthometric height was determined by differential leveling
 GA0406.and adjusted by the National Geodetic Survey in June 1991..
 GA0406
 GA0406.The geoid height was determined by GEOID03.
 GA0406
 GA0406.The dynamic height is computed by dividing the NAVD 88
 GA0406.geopotential number by the normal gravity value computed on the
 GA0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0406.degrees latitude (g = 980.6199 gals.).
 GA0406
 GA0406.The modeled gravity was interpolated from observed gravity values.
 GA0406
 GA0406;                    North         East    Units  Estimated Accuracy
 GA0406;SPC TN       -   226,310.      941,370.      MT  (+/- 180 meters Scaled)
 GA0406
 GA0406                          SUPERSEDED SURVEY CONTROL
 GA0406
 GA0406  NGVD 29 (??/??/92)  503.504  (m)         1651.91   (f) ADJ UNCH    1 2
 GA0406
 GA0406.Superseded values are not recommended for survey control.
 GA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0406.See file dsdata.txt to determine how the superseded data were derived.
 GA0406
 GA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA924193(NAD 83)
 GA0406_MARKER: DB = BENCH MARK DISK
 GA0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0406_STAMPING: 1652.103 Y 11 1933
 GA0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0406+STABILITY: SURFACE MOTION
 GA0406
 GA0406  HISTORY     - Date     Condition        Report By
 GA0406  HISTORY     - 1933     MONUMENTED       CGS
 GA0406
 GA0406                          STATION DESCRIPTION
 GA0406
 GA0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0406'2.5 MI S FROM ELIZABETHTON.
 GA0406'2.5 MILES SOUTH ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0406'CAROLINA RAILROAD FROM ELIZABETHTON, CARTER COUNTY, 654 YARDS
 GA0406'NORTHWEST OF MILEPOST 12, 30 FEET NORTHEAST OF THE CENTERLINE
 GA0406'OF U.S. HIGHWAY 19 E, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA0406'TRACK, AND 2-1/2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK,
 GA0406'STAMPED 1652.103 Y 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0980 ***********************************************************************
 FZ0980  DESIGNATION -  Y 110
 FZ0980  PID         -  FZ0980
 FZ0980  STATE/COUNTY-  TN/JOHNSON
 FZ0980  USGS QUAD   -  DOE (1969)
 FZ0980
 FZ0980                         *CURRENT SURVEY CONTROL
 FZ0980  ___________________________________________________________________
 FZ0980* NAD 83(1986)-  36 22 35.     (N)    081 53 14.     (W)     SCALED    
 FZ0980* NAVD 88     -       645.524  (meters)    2117.86   (feet)  ADJUSTED  
 FZ0980  ___________________________________________________________________
 FZ0980  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FZ0980  DYNAMIC HT  -         644.876 (meters)    2115.73  (feet)  COMP
 FZ0980  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 FZ0980
 FZ0980  VERT ORDER  -  SECOND    CLASS 0
 FZ0980
 FZ0980.The horizontal coordinates were scaled from a topographic map and have
 FZ0980.an estimated accuracy of +/- 6 seconds.
 FZ0980
 FZ0980.The orthometric height was determined by differential leveling
 FZ0980.and adjusted by the National Geodetic Survey in June 1991..
 FZ0980
 FZ0980.The geoid height was determined by GEOID03.
 FZ0980
 FZ0980.The dynamic height is computed by dividing the NAVD 88
 FZ0980.geopotential number by the normal gravity value computed on the
 FZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0980.degrees latitude (g = 980.6199 gals.).
 FZ0980
 FZ0980.The modeled gravity was interpolated from observed gravity values.
 FZ0980
 FZ0980;                    North         East    Units  Estimated Accuracy
 FZ0980;SPC TN       -   234,430.      968,940.      MT  (+/- 180 meters Scaled)
 FZ0980
 FZ0980                          SUPERSEDED SURVEY CONTROL
 FZ0980
 FZ0980  NGVD 29 (??/??/92)  645.605  (m)         2118.12   (f) ADJ UNCH    2 0
 FZ0980
 FZ0980.Superseded values are not recommended for survey control.
 FZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0980.See file dsdata.txt to determine how the superseded data were derived.
 FZ0980
 FZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA204260(NAD 83)
 FZ0980_MARKER: DB = BENCH MARK DISK
 FZ0980_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0980_SP_SET: ROCK
 FZ0980_STAMPING: Y 110 1935
 FZ0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0980+STABILITY: POSITION/ELEVATION WELL
 FZ0980
 FZ0980  HISTORY     - Date     Condition        Report By
 FZ0980  HISTORY     - 1935     MONUMENTED       CGS
 FZ0980
 FZ0980                          STATION DESCRIPTION
 FZ0980
 FZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0980'4 MI E FROM DOE STATION.
 FZ0980'4.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM DOE STATION
 FZ0980'(DOEVILLE POST OFFICE), JOHNSON COUNTY, 27 YARDS SOUTH OF ROAN
 FZ0980'CREEK PARALLELING THE TRACK, 10.7 FEET SOUTH OF THE SOUTH RAIL,
 FZ0980'IN ROCK AT THE BASE OF A CLIFF, AND 1 FOOT HIGHER THAN THE TRACK.
 FZ0980'A STANDARD DISK, STAMPED Y 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0478 ***********************************************************************
 GA0478  DESIGNATION -  Y 111
 GA0478  PID         -  GA0478
 GA0478  STATE/COUNTY-  TN/WASHINGTON
 GA0478  USGS QUAD   -  BOONE DAM (1968)
 GA0478
 GA0478                         *CURRENT SURVEY CONTROL
 GA0478  ___________________________________________________________________
 GA0478* NAD 83(1986)-  36 23 30.     (N)    082 23 51.     (W)     SCALED    
 GA0478* NAVD 88     -       430.250  (meters)    1411.58   (feet)  ADJUSTED  
 GA0478  ___________________________________________________________________
 GA0478  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0478  DYNAMIC HT  -         429.847 (meters)    1410.26  (feet)  COMP
 GA0478  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 GA0478
 GA0478  VERT ORDER  -  SECOND    CLASS 0
 GA0478
 GA0478.The horizontal coordinates were scaled from a topographic map and have
 GA0478.an estimated accuracy of +/- 6 seconds.
 GA0478
 GA0478.The orthometric height was determined by differential leveling
 GA0478.and adjusted by the National Geodetic Survey in June 1991..
 GA0478
 GA0478.The geoid height was determined by GEOID03.
 GA0478
 GA0478.The dynamic height is computed by dividing the NAVD 88
 GA0478.geopotential number by the normal gravity value computed on the
 GA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0478.degrees latitude (g = 980.6199 gals.).
 GA0478
 GA0478.The modeled gravity was interpolated from observed gravity values.
 GA0478
 GA0478;                    North         East    Units  Estimated Accuracy
 GA0478;SPC TN       -   234,320.      923,130.      MT  (+/- 180 meters Scaled)
 GA0478
 GA0478                          SUPERSEDED SURVEY CONTROL
 GA0478
 GA0478  NGVD 29 (??/??/92)  430.392  (m)         1412.04   (f) ADJ UNCH    2 0
 GA0478
 GA0478.Superseded values are not recommended for survey control.
 GA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0478.See file dsdata.txt to determine how the superseded data were derived.
 GA0478
 GA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA746282(NAD 83)
 GA0478_MARKER: DB = BENCH MARK DISK
 GA0478_SETTING: 66 = SET IN ROCK OUTCROP
 GA0478_SP_SET: SET IN ROCK OUTCROP
 GA0478_STAMPING: Y 111 1935
 GA0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0478+STABILITY: POSITION/ELEVATION WELL
 GA0478
 GA0478  HISTORY     - Date     Condition        Report By
 GA0478  HISTORY     - 1935     MONUMENTED       CGS
 GA0478  HISTORY     - 1979     GOOD             LOCSUR
 GA0478
 GA0478                          STATION DESCRIPTION
 GA0478
 GA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0478'AT FLOURVILLE.
 GA0478'AT FLOURVILLE, WASHINGTON COUNTY, ON THE ROAD LEADING TO U.S.
 GA0478'HIGHWAY 11 E, 44 YARDS SOUTH OF THE SOUTH SIDE OF THE G.C. HALE
 GA0478'AND SONS GENERAL STORE, 35.6 FEET WEST OF THE CENTERLINE OF THE
 GA0478'ROAD, 39 FEET EAST OF THE EAST END OF A FLOUR MILL, 15 FEET NORTH
 GA0478'OF A MILL STREAM, IN THE TOP OF A ROCK OUTCROP, AND 4 FEET HIGHER
 GA0478'THAN THE ROAD.  A STANDARD DISK, STAMPED Y 111 1935.
 GA0478
 GA0478                          STATION RECOVERY (1979)
 GA0478
 GA0478'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0815 ***********************************************************************
 FB0815  DESIGNATION -  Y 112
 FB0815  PID         -  FB0815
 FB0815  STATE/COUNTY-  TN/UNICOI
 FB0815  USGS QUAD   -  SAMS GAP (1978)
 FB0815
 FB0815                         *CURRENT SURVEY CONTROL
 FB0815  ___________________________________________________________________
 FB0815* NAD 83(1986)-  35 59 11.     (N)    082 32 55.     (W)     SCALED    
 FB0815* NAVD 88     -       813.25   (+/-2cm)    2668.1    (feet)  VERTCON   
 FB0815  ___________________________________________________________________
 FB0815  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FB0815
 FB0815  VERT ORDER  -  ? (See Below)
 FB0815
 FB0815.The horizontal coordinates were scaled from a topographic map and have
 FB0815.an estimated accuracy of +/- 6 seconds.
 FB0815
 FB0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0815.The vertical order pertains to the NGVD 29 superseded value.
 FB0815
 FB0815.The geoid height was determined by GEOID03.
 FB0815
 FB0815;                    North         East    Units  Estimated Accuracy
 FB0815;SPC TN       -   188,890.      911,160.      MT  (+/- 180 meters Scaled)
 FB0815
 FB0815                          SUPERSEDED SURVEY CONTROL
 FB0815
 FB0815  NGVD 29 (??/??/92)  813.344  (m)         2668.45   (f) ADJ UNCH    ?  
 FB0815
 FB0815.Superseded values are not recommended for survey control.
 FB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0815.See file dsdata.txt to determine how the superseded data were derived.
 FB0815
 FB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV603835(NAD 83)
 FB0815_MARKER: DB = BENCH MARK DISK
 FB0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0815_STAMPING: Y 112 1935
 FB0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0815+STABILITY: SURFACE MOTION
 FB0815
 FB0815  HISTORY     - Date     Condition        Report By
 FB0815  HISTORY     - 1935     MONUMENTED       CGS
 FB0815  HISTORY     - 1955     GOOD             NGS
 FB0815
 FB0815                          STATION DESCRIPTION
 FB0815
 FB0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0815'2.2 MI S FROM FLAG POND.
 FB0815'2.2 MILES SOUTH ALONG STATE HIGHWAY 81 (SAMS GAP ROAD) FROM
 FB0815'FLAG POND, 450 FEET SOUTHEAST OF A LARGE BARN, 160 FEET SOUTHWEST
 FB0815'OF THE INTERSECTION OF A DRAIN AND THE HIGHWAY, ON THE J.E. SAMS
 FB0815'PROPERTY, 125 FEET SOUTHWEST OF THE HOUSE (OCCUPIED IN 1939 BY
 FB0815'LEONARD TREADAWAY), 61.7 FEET SOUTHWEST OF A 12-INCH APPLE TREE,
 FB0815'25 FEET SOUTHEAST OF THE HIGHWAY, 8 FEET SOUTHWEST OF A FENCE
 FB0815'CORNER, AND 3.5 FEET NORTHWEST OF THE NORTH POST OF A PASTURE
 FB0815'GATE.  A STANDARD DISK, STAMPED Y 112 1935 AND SET IN THE TOP
 FB0815'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0816 ***********************************************************************
 FB0816  DESIGNATION -  Y 112 X
 FB0816  PID         -  FB0816
 FB0816  STATE/COUNTY-  TN/UNICOI
 FB0816  USGS QUAD   -  SAMS GAP (1978)
 FB0816
 FB0816                         *CURRENT SURVEY CONTROL
 FB0816  ___________________________________________________________________
 FB0816* NAD 83(1986)-  35 58 23.     (N)    082 33 19.     (W)     SCALED    
 FB0816* NAVD 88     -       918.86   (+/-2cm)    3014.6    (feet)  VERTCON   
 FB0816  ___________________________________________________________________
 FB0816  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB0816
 FB0816  VERT ORDER  -  ? (See Below)
 FB0816
 FB0816.The horizontal coordinates were scaled from a topographic map and have
 FB0816.an estimated accuracy of +/- 6 seconds.
 FB0816
 FB0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0816.The vertical order pertains to the NGVD 29 superseded value.
 FB0816
 FB0816.The geoid height was determined by GEOID03.
 FB0816
 FB0816;                    North         East    Units  Estimated Accuracy
 FB0816;SPC TN       -   187,390.      910,620.      MT  (+/- 180 meters Scaled)
 FB0816
 FB0816                          SUPERSEDED SURVEY CONTROL
 FB0816
 FB0816  NGVD 29 (??/??/92)  918.940  (m)         3014.89   (f) ADJ UNCH    ?  
 FB0816
 FB0816.Superseded values are not recommended for survey control.
 FB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0816.See file dsdata.txt to determine how the superseded data were derived.
 FB0816
 FB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV597820(NAD 83)
 FB0816_MARKER: DB = BENCH MARK DISK
 FB0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0816_STAMPING: Y 112 X 1935
 FB0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0816+STABILITY: SURFACE MOTION
 FB0816
 FB0816  HISTORY     - Date     Condition        Report By
 FB0816  HISTORY     - 1935     MONUMENTED       CGS
 FB0816  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0816
 FB0816                          STATION DESCRIPTION
 FB0816
 FB0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0816'3.3 MI S FROM FLAG POND.
 FB0816'3.3 MILES SOUTH ALONG STATE HIGHWAY 81 (SAMS GAP ROAD) FROM
 FB0816'FLAG POND, ON THE C.D. RICE PROPERTY, 100 FEET NORTHEAST OF THE
 FB0816'HOUSE (OCCUPIED IN 1939 BY CALVIN VANCE), 32.6 FEET SOUTHWEST OF
 FB0816'THE NORTHWEST CORNER OF THE STORE, 20 FEET SOUTHEAST OF THE
 FB0816'HIGHWAY, AND 5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BARN.
 FB0816'A STANDARD DISK, STAMPED Y 112 X 1935 AND SET IN THE TOP OF A
 FB0816'CONCRETE POST.  NOTE-- ALL REFERENCES ARE GONE OR CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1909 ***********************************************************************
 GA1909  DESIGNATION -  Y 113
 GA1909  PID         -  GA1909
 GA1909  STATE/COUNTY-  TN/GREENE
 GA1909  USGS QUAD   -  MOHAWK (1980)
 GA1909
 GA1909                         *CURRENT SURVEY CONTROL
 GA1909  ___________________________________________________________________
 GA1909* NAD 83(1986)-  36 07 33.     (N)    083 07 26.     (W)     SCALED    
 GA1909* NAVD 88     -       330.724  (meters)    1085.05   (feet)  ADJUSTED  
 GA1909  ___________________________________________________________________
 GA1909  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1909  DYNAMIC HT  -         330.416 (meters)    1084.04  (feet)  COMP
 GA1909  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA1909
 GA1909  VERT ORDER  -  SECOND    CLASS 0
 GA1909
 GA1909.The horizontal coordinates were scaled from a topographic map and have
 GA1909.an estimated accuracy of +/- 6 seconds.
 GA1909
 GA1909.The orthometric height was determined by differential leveling
 GA1909.and adjusted by the National Geodetic Survey in June 1991..
 GA1909
 GA1909.The geoid height was determined by GEOID03.
 GA1909
 GA1909.The dynamic height is computed by dividing the NAVD 88
 GA1909.geopotential number by the normal gravity value computed on the
 GA1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1909.degrees latitude (g = 980.6199 gals.).
 GA1909
 GA1909.The modeled gravity was interpolated from observed gravity values.
 GA1909
 GA1909;                    North         East    Units  Estimated Accuracy
 GA1909;SPC TN       -   202,680.      858,860.      MT  (+/- 180 meters Scaled)
 GA1909
 GA1909                          SUPERSEDED SURVEY CONTROL
 GA1909
 GA1909  NGVD 29 (??/??/92)  330.879  (m)         1085.56   (f) ADJ UNCH    2 0
 GA1909
 GA1909.Superseded values are not recommended for survey control.
 GA1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1909.See file dsdata.txt to determine how the superseded data were derived.
 GA1909
 GA1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV088999(NAD 83)
 GA1909_MARKER: DB = BENCH MARK DISK
 GA1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1909_SP_SET: CULVERT
 GA1909_STAMPING: Y 113 1935
 GA1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1909
 GA1909  HISTORY     - Date     Condition        Report By
 GA1909  HISTORY     - 1935     MONUMENTED       CGS
 GA1909  HISTORY     - 1935     GOOD             NGS
 GA1909
 GA1909                          STATION DESCRIPTION
 GA1909
 GA1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1909'1.6 MI NW FROM WARRENSBURG.
 GA1909'1.6 MILES NORTHWEST ALONG THE BEULAH HIGHWAY FROM THE INTERSECTION
 GA1909'OF A COUNTY ROAD AT WARRENSBURG, 400 YARDS NORTHEAST OF A CONCRETE
 GA1909'SIDE-ROAD BRIDGE OVER NOLICHUCKY RIVER, 92 YARDS SOUTHEAST OF
 GA1909'THE JUNCTION OF A ROAD LEADING SOUTHWEST OVER THE RIVER, AT THE
 GA1909'FOOT OF A LONG HILL, AT A STONE CULVERT, IN THE CENTER OF THE
 GA1909'TOP OF THE EAST HEADWALL, 13 FEET EAST OF THE CENTERLINE OF THE
 GA1909'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY, 10 FEET SOUTHWEST
 GA1909'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED Y 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0911 ***********************************************************************
 GA0911  DESIGNATION -  Y 114
 GA0911  PID         -  GA0911
 GA0911  STATE/COUNTY-  TN/GREENE
 GA0911  USGS QUAD   -  CEDAR CREEK (1980)
 GA0911
 GA0911                         *CURRENT SURVEY CONTROL
 GA0911  ___________________________________________________________________
 GA0911* NAD 83(1986)-  36 01 19.     (N)    082 53 24.     (W)     SCALED    
 GA0911* NAVD 88     -       445.257  (meters)    1460.81   (feet)  POSTED    
 GA0911  ___________________________________________________________________
 GA0911  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA0911  DYNAMIC HT  -         444.820 (meters)    1459.38  (feet)  COMP
 GA0911  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 GA0911
 GA0911  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0911
 GA0911.The horizontal coordinates were scaled from a topographic map and have
 GA0911.an estimated accuracy of +/- 6 seconds.
 GA0911
 GA0911.The orthometric height was determined by differential leveling
 GA0911.and adjusted by the National Geodetic Survey in 1992..
 GA0911.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0911.rate of 4.1 thru 8.0 mm/km.
 GA0911
 GA0911.The geoid height was determined by GEOID03.
 GA0911
 GA0911.The dynamic height is computed by dividing the NAVD 88
 GA0911.geopotential number by the normal gravity value computed on the
 GA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0911.degrees latitude (g = 980.6199 gals.).
 GA0911
 GA0911.The modeled gravity was interpolated from observed gravity values.
 GA0911
 GA0911;                    North         East    Units  Estimated Accuracy
 GA0911;SPC TN       -   191,800.      880,270.      MT  (+/- 180 meters Scaled)
 GA0911
 GA0911                          SUPERSEDED SURVEY CONTROL
 GA0911
 GA0911  NGVD 29 (??/??/92)  445.378  (m)         1461.21   (f) ADJ UNCH    2 0
 GA0911
 GA0911.Superseded values are not recommended for survey control.
 GA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0911.See file dsdata.txt to determine how the superseded data were derived.
 GA0911
 GA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV296880(NAD 83)
 GA0911_MARKER: DB = BENCH MARK DISK
 GA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0911_STAMPING: Y 114 1935
 GA0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0911+STABILITY: SURFACE MOTION
 GA0911
 GA0911  HISTORY     - Date     Condition        Report By
 GA0911  HISTORY     - 1935     MONUMENTED       CGS
 GA0911  HISTORY     - 1950     GOOD             TVA
 GA0911
 GA0911                          STATION DESCRIPTION
 GA0911
 GA0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0911'0.8 MI SE FROM CEDAR CREEK.
 GA0911'0.8 MILE SOUTHEAST ALONG ROAD LEADING TO STATE HIGHWAY 70 FROM
 GA0911'THE CROSSROADS AT CEDAR CREEK, GREENE COUNTY, 0.3 MILE SOUTHEAST
 GA0911'OF A ONE ROOM FRAME SCHOOLHOUSE, 120 YARDS WEST OF THE A.L.
 GA0911'COLLINS RESIDENCE, 42.4 FEET EAST OF THE BARN, 36 FEET SOUTHWEST
 GA0911'OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST OF A FENCE LINE,
 GA0911'3 FEET HIGHER THAN THE ROAD.  99 FEET SOUTH SOUTHWEST OF SOUTHEAST
 GA0911'CORNER OF THE BARN, 26.9 FEET EAST NORTHEAST OF POWER LINE POLE
 GA0911'AND 1.5 FEET NORTH NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0911'STAMPED Y 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0911
 GA0911                          STATION RECOVERY (1950)
 GA0911
 GA0911'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0583 ***********************************************************************
 GA0583  DESIGNATION -  Y 115
 GA0583  PID         -  GA0583
 GA0583  STATE/COUNTY-  TN/WASHINGTON
 GA0583  USGS QUAD   -  ERWIN (1971)
 GA0583
 GA0583                         *CURRENT SURVEY CONTROL
 GA0583  ___________________________________________________________________
 GA0583* NAD 83(1986)-  36 11 40.     (N)    082 29 17.     (W)     SCALED    
 GA0583* NAVD 88     -       460.373  (meters)    1510.41   (feet)  ADJUSTED  
 GA0583  ___________________________________________________________________
 GA0583  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0583  DYNAMIC HT  -         459.931 (meters)    1508.96  (feet)  COMP
 GA0583  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 GA0583
 GA0583  VERT ORDER  -  SECOND    CLASS 0
 GA0583
 GA0583.The horizontal coordinates were scaled from a topographic map and have
 GA0583.an estimated accuracy of +/- 6 seconds.
 GA0583
 GA0583.The orthometric height was determined by differential leveling
 GA0583.and adjusted by the National Geodetic Survey in June 1991..
 GA0583
 GA0583.The geoid height was determined by GEOID03.
 GA0583
 GA0583.The dynamic height is computed by dividing the NAVD 88
 GA0583.geopotential number by the normal gravity value computed on the
 GA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0583.degrees latitude (g = 980.6199 gals.).
 GA0583
 GA0583.The modeled gravity was interpolated from observed gravity values.
 GA0583
 GA0583;                    North         East    Units  Estimated Accuracy
 GA0583;SPC TN       -   212,160.      915,790.      MT  (+/- 180 meters Scaled)
 GA0583
 GA0583                          SUPERSEDED SURVEY CONTROL
 GA0583
 GA0583  NGVD 29 (??/??/92)  460.525  (m)         1510.91   (f) ADJ UNCH    2 0
 GA0583
 GA0583.Superseded values are not recommended for survey control.
 GA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0583.See file dsdata.txt to determine how the superseded data were derived.
 GA0583
 GA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA662065(NAD 83)
 GA0583_MARKER: DB = BENCH MARK DISK
 GA0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0583_STAMPING: Y 115 1935
 GA0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0583+STABILITY: SURFACE MOTION
 GA0583
 GA0583  HISTORY     - Date     Condition        Report By
 GA0583  HISTORY     - 1935     MONUMENTED       CGS
 GA0583
 GA0583                          STATION DESCRIPTION
 GA0583
 GA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0583'3 MI N FROM EMBREEVILLE.
 GA0583'3.0 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE, WASHINGTON
 GA0583'COUNTY, 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 107, AT THE R.H.
 GA0583'DECKER RESIDENCE, 74 YARDS SOUTHWEST OF A DRIVEWAY TO THE BARN, 45
 GA0583'YARDS SOUTH ACROSS THE HIGHWAY FROM THE HOUSE, 61 FEET SOUTH OF
 GA0583'A GATE, 25.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2
 GA0583'FEET NORTH OF A FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A
 GA0583'STANDARD DISK, STAMPED Y 115 1935 AND SET IN THE TOP OF A
 GA0583'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0994 ***********************************************************************
 GA0994  DESIGNATION -  Y 116
 GA0994  PID         -  GA0994
 GA0994  STATE/COUNTY-  TN/GREENE
 GA0994  USGS QUAD   -  CHUCKEY (1971)
 GA0994
 GA0994                         *CURRENT SURVEY CONTROL
 GA0994  ___________________________________________________________________
 GA0994* NAD 83(1986)-  36 11 20.     (N)    082 40 50.     (W)     SCALED    
 GA0994* NAVD 88     -       434.437  (meters)    1425.32   (feet)  ADJUSTED  
 GA0994  ___________________________________________________________________
 GA0994  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0994  DYNAMIC HT  -         434.021 (meters)    1423.95  (feet)  COMP
 GA0994  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 GA0994
 GA0994  VERT ORDER  -  SECOND    CLASS 0
 GA0994
 GA0994.The horizontal coordinates were scaled from a topographic map and have
 GA0994.an estimated accuracy of +/- 6 seconds.
 GA0994
 GA0994.The orthometric height was determined by differential leveling
 GA0994.and adjusted by the National Geodetic Survey in June 1991..
 GA0994
 GA0994.The geoid height was determined by GEOID03.
 GA0994
 GA0994.The dynamic height is computed by dividing the NAVD 88
 GA0994.geopotential number by the normal gravity value computed on the
 GA0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0994.degrees latitude (g = 980.6199 gals.).
 GA0994
 GA0994.The modeled gravity was interpolated from observed gravity values.
 GA0994
 GA0994;                    North         East    Units  Estimated Accuracy
 GA0994;SPC TN       -   210,940.      898,510.      MT  (+/- 180 meters Scaled)
 GA0994
 GA0994                          SUPERSEDED SURVEY CONTROL
 GA0994
 GA0994  NGVD 29 (??/??/92)  434.568  (m)         1425.75   (f) ADJ UNCH    2 0
 GA0994
 GA0994.Superseded values are not recommended for survey control.
 GA0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0994.See file dsdata.txt to determine how the superseded data were derived.
 GA0994
 GA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA488062(NAD 83)
 GA0994_MARKER: DB = BENCH MARK DISK
 GA0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0994_STAMPING: Y 116 1935
 GA0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0994+STABILITY: SURFACE MOTION
 GA0994
 GA0994  HISTORY     - Date     Condition        Report By
 GA0994  HISTORY     - 1935     MONUMENTED       CGS
 GA0994  HISTORY     - 1955     GOOD             NGS
 GA0994
 GA0994                          STATION DESCRIPTION
 GA0994
 GA0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0994'1.8 MI S FROM CHUCKEY.
 GA0994'1.8 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST OFFICE
 GA0994'AT CHUCKEY, GREENE COUNTY, 0.2 MILE NORTH OF A ROAD INTERSECTION,
 GA0994'0.2 MILE SOUTH OF A BUNGALOW, NEAR A ROW OF PINE TREES AT THE
 GA0994'EDGE OF A SMALL CLEARING, 29.5 FEET EAST OF THE CENTERLINE OF
 GA0994'THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 GA0994'Y 116 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST
 GA0994'AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1032 ***********************************************************************
 FB1032  DESIGNATION -  Y 117
 FB1032  PID         -  FB1032
 FB1032  STATE/COUNTY-  TN/GREENE
 FB1032  USGS QUAD   -  HOT SPRINGS (1991)
 FB1032
 FB1032                         *CURRENT SURVEY CONTROL
 FB1032  ___________________________________________________________________
 FB1032* NAD 83(1986)-  35 59 18.     (N)    082 48 04.     (W)     SCALED    
 FB1032* NAVD 88     -       650.408  (meters)    2133.88   (feet)  ADJUSTED  
 FB1032  ___________________________________________________________________
 FB1032  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1032  DYNAMIC HT  -         649.776 (meters)    2131.81  (feet)  COMP
 FB1032  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 FB1032
 FB1032  VERT ORDER  -  SECOND    CLASS 0
 FB1032
 FB1032.The horizontal coordinates were scaled from a topographic map and have
 FB1032.an estimated accuracy of +/- 6 seconds.
 FB1032
 FB1032.The orthometric height was determined by differential leveling
 FB1032.and adjusted by the National Geodetic Survey in June 1991..
 FB1032
 FB1032.The geoid height was determined by GEOID03.
 FB1032
 FB1032.The dynamic height is computed by dividing the NAVD 88
 FB1032.geopotential number by the normal gravity value computed on the
 FB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1032.degrees latitude (g = 980.6199 gals.).
 FB1032
 FB1032.The modeled gravity was interpolated from observed gravity values.
 FB1032
 FB1032;                    North         East    Units  Estimated Accuracy
 FB1032;SPC TN       -   188,340.      888,400.      MT  (+/- 180 meters Scaled)
 FB1032
 FB1032                          SUPERSEDED SURVEY CONTROL
 FB1032
 FB1032  NGVD 29 (??/??/92)  650.526  (m)         2134.27   (f) ADJ UNCH    2 0
 FB1032
 FB1032.Superseded values are not recommended for survey control.
 FB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1032.See file dsdata.txt to determine how the superseded data were derived.
 FB1032
 FB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV376841(NAD 83)
 FB1032_MARKER: DB = BENCH MARK DISK
 FB1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1032_STAMPING: Y 117 1935
 FB1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1032+STABILITY: SURFACE MOTION
 FB1032
 FB1032  HISTORY     - Date     Condition        Report By
 FB1032  HISTORY     - 1935     MONUMENTED       CGS
 FB1032  HISTORY     - 1955     GOOD             NGS
 FB1032
 FB1032                          STATION DESCRIPTION
 FB1032
 FB1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1032'0.9 MI W FROM TENN NC STATE LINE.
 FB1032'0.9 MILE WEST ALONG STATE HIGHWAY 70 FROM THE TENNESSEE-NORTH
 FB1032'CAROLINA STATE LINE, GREENE COUNTY, AT THE A.L. GOSNELL RESIDENCE,
 FB1032'385 YARDS WEST OF THE HOUSE, 380 YARDS WEST ACROSS THE HIGHWAY
 FB1032'FROM A LARGE BARN, 134 YARDS WEST OF THE INTERSECTION OF THE
 FB1032'OLD HIGHWAY, 22 YARDS SOUTHWEST OF THE ABANDONED HIGHWAY,
 FB1032'19 YARDS NORTH OF THE CENTERLINE OF STATE HIGHWAY 70, 15 YARDS
 FB1032'WEST OF A CULVERT, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 FB1032'DISK, STAMPED Y 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1370 ***********************************************************************
 FB1370  DESIGNATION -  Y 119
 FB1370  PID         -  FB1370
 FB1370  STATE/COUNTY-  TN/SEVIER
 FB1370  USGS QUAD   -  SHADY GROVE (1980)
 FB1370
 FB1370                         *CURRENT SURVEY CONTROL
 FB1370  ___________________________________________________________________
 FB1370* NAD 83(1986)-  35 55 44.     (N)    083 25 13.     (W)     SCALED    
 FB1370* NAVD 88     -       342.76   (+/-2cm)    1124.5    (feet)  VERTCON   
 FB1370  ___________________________________________________________________
 FB1370  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1370
 FB1370  VERT ORDER  -  ? (See Below)
 FB1370
 FB1370.The horizontal coordinates were scaled from a topographic map and have
 FB1370.an estimated accuracy of +/- 6 seconds.
 FB1370
 FB1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1370.The vertical order pertains to the NGVD 29 superseded value.
 FB1370
 FB1370.The geoid height was determined by GEOID03.
 FB1370
 FB1370;                    North         East    Units  Estimated Accuracy
 FB1370;SPC TN       -   180,090.      832,770.      MT  (+/- 180 meters Scaled)
 FB1370
 FB1370                          SUPERSEDED SURVEY CONTROL
 FB1370
 FB1370  NGVD 29 (??/??/92)  342.923  (m)         1125.07   (f) ADJ UNCH    ?  
 FB1370
 FB1370.Superseded values are not recommended for survey control.
 FB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1370.See file dsdata.txt to determine how the superseded data were derived.
 FB1370
 FB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV816787(NAD 83)
 FB1370_MARKER: DB = BENCH MARK DISK
 FB1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1370_STAMPING: Y 119 1935
 FB1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1370+STABILITY: SURFACE MOTION
 FB1370
 FB1370  HISTORY     - Date     Condition        Report By
 FB1370  HISTORY     - 1935     MONUMENTED       CGS
 FB1370  HISTORY     - 1949     POOR             NGS
 FB1370
 FB1370                          STATION DESCRIPTION
 FB1370
 FB1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1370'0.7 MI NE FROM FAIR GARDEN.
 FB1370'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM FAIR GARDEN,
 FB1370'SEVIER COUNTY, 1.9 MILES NORTH ALONG A ROAD, 140 FEET SOUTHEAST
 FB1370'OF SIMS SCHOOL, AT THE Y-JUNCTION OF A ROAD LEADING NORTHEAST,
 FB1370'27 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF
 FB1370'THE ROAD LEADING TO SIMS SCHOOL, 18 FEET NORTH OF THE NORTH
 FB1370'CORNER OF A STONE POST ON THE NORTHEAST SIDE OF THE ROAD, 12.8
 FB1370'FEET SOUTHEAST OF A 12-INCH HICKORY TREE, AND 12.1 FEET SOUTHWEST
 FB1370'OF A 6-INCH WHITE OAK TREE.  A STANDARD DISK, STAMPED Y 119 1935
 FB1370'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0681 ***********************************************************************
 FB0681  DESIGNATION -  Y 121 RESET
 FB0681  PID         -  FB0681
 FB0681  STATE/COUNTY-  TN/COCKE
 FB0681  USGS QUAD   -  PAINT ROCK (1991)
 FB0681
 FB0681                         *CURRENT SURVEY CONTROL
 FB0681  ___________________________________________________________________
 FB0681* NAD 83(1986)-  35 54 53.     (N)    082 59 30.     (W)     SCALED    
 FB0681* NAVD 88     -       348.900  (meters)    1144.68   (feet)  ADJUSTED  
 FB0681  ___________________________________________________________________
 FB0681  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB0681  DYNAMIC HT  -         348.564 (meters)    1143.58  (feet)  COMP
 FB0681  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 FB0681
 FB0681  VERT ORDER  -  FIRST     CLASS I
 FB0681
 FB0681.The horizontal coordinates were scaled from a topographic map and have
 FB0681.an estimated accuracy of +/- 6 seconds.
 FB0681
 FB0681.The orthometric height was determined by differential leveling
 FB0681.and adjusted by the National Geodetic Survey in June 1991..
 FB0681
 FB0681.The geoid height was determined by GEOID03.
 FB0681
 FB0681.The dynamic height is computed by dividing the NAVD 88
 FB0681.geopotential number by the normal gravity value computed on the
 FB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0681.degrees latitude (g = 980.6199 gals.).
 FB0681
 FB0681.The modeled gravity was interpolated from observed gravity values.
 FB0681
 FB0681;                    North         East    Units  Estimated Accuracy
 FB0681;SPC TN       -   179,630.      871,480.      MT  (+/- 180 meters Scaled)
 FB0681
 FB0681                          SUPERSEDED SURVEY CONTROL
 FB0681
 FB0681  NGVD 29 (??/??/92)  349.049  (m)         1145.17   (f) ADJ UNCH    1 1
 FB0681
 FB0681.Superseded values are not recommended for survey control.
 FB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0681.See file dsdata.txt to determine how the superseded data were derived.
 FB0681
 FB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV202763(NAD 83)
 FB0681_MARKER: DB = BENCH MARK DISK
 FB0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0681_STAMPING: Y 121 RESET 1935 1967
 FB0681_MARK LOGO: CGS   
 FB0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0681+STABILITY: SURFACE MOTION
 FB0681
 FB0681  HISTORY     - Date     Condition        Report By
 FB0681  HISTORY     - 1967     MONUMENTED       CGS
 FB0681
 FB0681                          STATION DESCRIPTION
 FB0681
 FB0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0681'2.4 MI SE FROM DEL RIO.
 FB0681'ABOUT 2.35 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0681'RAILROAD FROM THE STATION AT DEL RIO, 5 RAILS SOUTHEAST OF
 FB0681'MILEPOST 193, DIRECTLY BELOW AN OVERHEAD POWER LINE WHICH CROSSES
 FB0681'THE RAILROAD AND THE FRENCH BROAD RIVER, 43 1/2 FEET NORTHEAST OF
 FB0681'THE NORTHEAST RAIL OF THE TRACK, 28 1/2 FEET NORTHEAST OF A
 FB0681'TELEPHONE POLE THAT IS IDENTIFIED BY THE LETTER F, 14 1/2 FEET
 FB0681'NORTHEAST OF THE CENTERLINE OF A DIRT ROAD, 1.2 FEET NORTHEAST
 FB0681'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FB0681'DIRT ROAD, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 FB0681'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1175 ***********************************************************************
 FB1175  DESIGNATION -  Y 126
 FB1175  PID         -  FB1175
 FB1175  STATE/COUNTY-  TN/COCKE
 FB1175  USGS QUAD   -  NEWPORT (1992)
 FB1175
 FB1175                         *CURRENT SURVEY CONTROL
 FB1175  ___________________________________________________________________
 FB1175* NAD 83(1986)-  35 57 27.     (N)    083 10 28.     (W)     SCALED    
 FB1175* NAVD 88     -       327.765  (meters)    1075.34   (feet)  POSTED    
 FB1175  ___________________________________________________________________
 FB1175  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1175  DYNAMIC HT  -         327.450 (meters)    1074.31  (feet)  COMP
 FB1175  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FB1175
 FB1175  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1175
 FB1175.The horizontal coordinates were scaled from a topographic map and have
 FB1175.an estimated accuracy of +/- 6 seconds.
 FB1175
 FB1175.The orthometric height was determined by differential leveling
 FB1175.and adjusted by the National Geodetic Survey in 1992..
 FB1175.No vertical observational check was made to the station.
 FB1175.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1175.was located on a no-check spur therefore a value was not computed.
 FB1175
 FB1175.The geoid height was determined by GEOID03.
 FB1175
 FB1175.The dynamic height is computed by dividing the NAVD 88
 FB1175.geopotential number by the normal gravity value computed on the
 FB1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1175.degrees latitude (g = 980.6199 gals.).
 FB1175
 FB1175.The modeled gravity was interpolated from observed gravity values.
 FB1175
 FB1175;                    North         East    Units  Estimated Accuracy
 FB1175;SPC TN       -   183,880.      854,850.      MT  (+/- 180 meters Scaled)
 FB1175
 FB1175                          SUPERSEDED SURVEY CONTROL
 FB1175
 FB1175  NGVD 29 (??/??/92)  327.913  (m)         1075.83   (f) ADJ UNCH    1 2
 FB1175
 FB1175.Superseded values are not recommended for survey control.
 FB1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1175.See file dsdata.txt to determine how the superseded data were derived.
 FB1175
 FB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV039814(NAD 83)
 FB1175_MARKER: DB = BENCH MARK DISK
 FB1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1175_STAMPING: Y 126 1935
 FB1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1175+STABILITY: SURFACE MOTION
 FB1175
 FB1175  HISTORY     - Date     Condition        Report By
 FB1175  HISTORY     - 1935     MONUMENTED       CGS
 FB1175  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1175
 FB1175                          STATION DESCRIPTION
 FB1175
 FB1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1175'1 MI SE FROM NEWPORT.
 FB1175'1.0 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1175'AT NEWPORT, COCKE COUNTY, AT NEWPORT JUNCTION, 54 RAILS SOUTHWEST
 FB1175'ALONG THE TENNESSEE AND NORTH CAROLINA RAILWAY CONNECTION FROM
 FB1175'ITS JUNCTION WITH THE SOUTHERN RAILWAY MAIN TRACK, 5 RAILS NORTH
 FB1175'OF A PRIVATE ROAD, AT THE SOUTH END OF THE NEWPORT JUNCTION
 FB1175'STATION, 15 FEET NORTH OF THE NORTHWEST RAIL, AND 1-1/2 FEET
 FB1175'LOWER THAN THE TOP OF THE RAIL, 78 FEET EAST --- NORTHEAST OF A
 FB1175'TELEPHONE POLE, 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FB1175'NEWPORT WATER WORKS BUILDING NO. 3 AND IN POLE YARD.  A STANDARD
 FB1175'DISK, STAMPED Y 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB1175
 FB1175                          STATION RECOVERY (1967)
 FB1175
 FB1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1783 ***********************************************************************
 GA1783  DESIGNATION -  Y 128
 GA1783  PID         -  GA1783
 GA1783  STATE/COUNTY-  TN/HAMBLEN
 GA1783  USGS QUAD   -  MORRISTOWN (1979)
 GA1783
 GA1783                         *CURRENT SURVEY CONTROL
 GA1783  ___________________________________________________________________
 GA1783* NAD 83(1986)-  36 10 53.     (N)    083 17 52.     (W)     SCALED    
 GA1783* NAVD 88     -       437.229  (meters)    1434.48   (feet)  ADJUSTED  
 GA1783  ___________________________________________________________________
 GA1783  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1783  DYNAMIC HT  -         436.823 (meters)    1433.14  (feet)  COMP
 GA1783  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA1783
 GA1783  VERT ORDER  -  FIRST     CLASS I
 GA1783
 GA1783.The horizontal coordinates were scaled from a topographic map and have
 GA1783.an estimated accuracy of +/- 6 seconds.
 GA1783
 GA1783.The orthometric height was determined by differential leveling
 GA1783.and adjusted by the National Geodetic Survey in June 1991..
 GA1783
 GA1783.The geoid height was determined by GEOID03.
 GA1783
 GA1783.The dynamic height is computed by dividing the NAVD 88
 GA1783.geopotential number by the normal gravity value computed on the
 GA1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1783.degrees latitude (g = 980.6199 gals.).
 GA1783
 GA1783.The modeled gravity was interpolated from observed gravity values.
 GA1783
 GA1783;                    North         East    Units  Estimated Accuracy
 GA1783;SPC TN       -   208,400.      843,040.      MT  (+/- 180 meters Scaled)
 GA1783
 GA1783                          SUPERSEDED SURVEY CONTROL
 GA1783
 GA1783  NGVD 29 (??/??/92)  437.362  (m)         1434.91   (f) ADJ UNCH    1 1
 GA1783
 GA1783.Superseded values are not recommended for survey control.
 GA1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1783.See file dsdata.txt to determine how the superseded data were derived.
 GA1783
 GA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA933065(NAD 83)
 GA1783_MARKER: DB = BENCH MARK DISK
 GA1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1783_STAMPING: Y 128 1935
 GA1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1783+STABILITY: SURFACE MOTION
 GA1783
 GA1783  HISTORY     - Date     Condition        Report By
 GA1783  HISTORY     - 1935     MONUMENTED       CGS
 GA1783  HISTORY     - 1967     GOOD             NGS
 GA1783  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1783
 GA1783                          STATION DESCRIPTION
 GA1783
 GA1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1783'3 MI S FROM MORRISTOWN.
 GA1783'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1783'STATION POST OFFICE AT MORRISTOWN, THENCE 2.95 MILES SOUTH ALONG
 GA1783'THE SOUTHERN RAILWAY COMPANY RAILROAD, 0.35 MILE SOUTHWEST OF
 GA1783'MILEPOST 226, 20 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1783'TRACK, 19 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE NORTHEAST
 GA1783'OF THE CREST OF A SMALL HILL ON A GRAVELED ROAD, 35 YARDS SOUTHWEST
 GA1783'OF THE CENTERLINE OF A RAVINE, 12 FEET WEST OF THE CENTER OF A
 GA1783'JUNCTION OF TWO GRAVELED ROADS, 10 FEET NORTHWEST OF THE CENTERLINE
 GA1783'OF THE GRAVELED ROAD WHICH PARALLELS THE TRACK, 1.2 FEET NORTH OF
 GA1783'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 GA1783'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 GA1783'OF THE GROUND.
 GA1783
 GA1783                          STATION RECOVERY (1978)
 GA1783
 GA1783'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2203 ***********************************************************************
 GA2203  DESIGNATION -  Y 129
 GA2203  PID         -  GA2203
 GA2203  STATE/COUNTY-  TN/JEFFERSON
 GA2203  USGS QUAD   -  MASCOT (1987)
 GA2203
 GA2203                         *CURRENT SURVEY CONTROL
 GA2203  ___________________________________________________________________
 GA2203* NAD 83(1986)-  36 04 22.     (N)    083 39 09.     (W)     SCALED    
 GA2203* NAVD 88     -       280.950  (meters)     921.75   (feet)  POSTED    
 GA2203  ___________________________________________________________________
 GA2203  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2203  DYNAMIC HT  -         280.690 (meters)     920.90  (feet)  COMP
 GA2203  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA2203
 GA2203  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GA2203
 GA2203.The horizontal coordinates were scaled from a topographic map and have
 GA2203.an estimated accuracy of +/- 6 seconds.
 GA2203
 GA2203.The orthometric height was determined by differential leveling
 GA2203.and adjusted by the National Geodetic Survey in 1992..
 GA2203.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GA2203.rate of 1.1 thru 2.0 mm/km.
 GA2203
 GA2203.The geoid height was determined by GEOID03.
 GA2203
 GA2203.The dynamic height is computed by dividing the NAVD 88
 GA2203.geopotential number by the normal gravity value computed on the
 GA2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2203.degrees latitude (g = 980.6199 gals.).
 GA2203
 GA2203.The modeled gravity was interpolated from observed gravity values.
 GA2203
 GA2203;                    North         East    Units  Estimated Accuracy
 GA2203;SPC TN       -   195,530.      811,440.      MT  (+/- 180 meters Scaled)
 GA2203
 GA2203                          SUPERSEDED SURVEY CONTROL
 GA2203
 GA2203  NGVD 29 (??/??/92)  281.080  (m)          922.18   (f) ADJ UNCH    1 2
 GA2203
 GA2203.Superseded values are not recommended for survey control.
 GA2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2203.See file dsdata.txt to determine how the superseded data were derived.
 GA2203
 GA2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV611952(NAD 83)
 GA2203_MARKER: DB = BENCH MARK DISK
 GA2203_SETTING: 80 = SET IN A BOULDER
 GA2203_SP_SET: BOULDER
 GA2203_STAMPING: Y 129 1936
 GA2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2203+STABILITY: SURFACE MOTION
 GA2203
 GA2203  HISTORY     - Date     Condition        Report By
 GA2203  HISTORY     - 1936     MONUMENTED       CGS
 GA2203  HISTORY     - 1949     GOOD             NGS
 GA2203  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2203
 GA2203                          STATION DESCRIPTION
 GA2203
 GA2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2203'2.2 MI NE FROM STRAWBERRY PLAIN.
 GA2203'2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2203'AT STRAWBERRY PLAINS, JEFFERSON COUNTY, 6 RAILS SOUTHWEST OF
 GA2203'MILEPOST 112, 4-1/2 RAILS SOUTHWEST OF THE CENTER OF A GRADE
 GA2203'CROSSING, 89 YARDS NORTHEAST OF THE ONE-STORY UNPAINTED HOUSE, 45
 GA2203'YARDS SOUTHEAST OF POLE E 32, 53 FEET SOUTH OF THE SOUTH RAIL,
 GA2203'ABOUT 1-1/2 FEET HIGHER THAN THE RAIL, AND IN THE TOP OF A 4-FOOT
 GA2203'LIMESTONE BOULDER.  A STANDARD DISK, STAMPED Y 129 1936.
 GA2203
 GA2203                          STATION RECOVERY (1967)
 GA2203
 GA2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0786 ***********************************************************************
 GD0786  DESIGNATION -  Y 13
 GD0786  PID         -  GD0786
 GD0786  STATE/COUNTY-  TN/OBION
 GD0786  USGS QUAD   -  UNION CITY (1980)
 GD0786
 GD0786                         *CURRENT SURVEY CONTROL
 GD0786  ___________________________________________________________________
 GD0786* NAD 83(1986)-  36 25 01.     (N)    089 03 19.     (W)     SCALED    
 GD0786* NAVD 88     -        98.518  (meters)     323.22   (feet)  ADJUSTED  
 GD0786  ___________________________________________________________________
 GD0786  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0786  DYNAMIC HT  -          98.440 (meters)     322.97  (feet)  COMP
 GD0786  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GD0786
 GD0786  VERT ORDER  -  SECOND    CLASS 0
 GD0786
 GD0786.The horizontal coordinates were scaled from a topographic map and have
 GD0786.an estimated accuracy of +/- 6 seconds.
 GD0786
 GD0786.The orthometric height was determined by differential leveling
 GD0786.and adjusted by the National Geodetic Survey in June 1991..
 GD0786
 GD0786.The geoid height was determined by GEOID03.
 GD0786
 GD0786.The dynamic height is computed by dividing the NAVD 88
 GD0786.geopotential number by the normal gravity value computed on the
 GD0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0786.degrees latitude (g = 980.6199 gals.).
 GD0786
 GD0786.The modeled gravity was interpolated from observed gravity values.
 GD0786
 GD0786;                    North         East    Units  Estimated Accuracy
 GD0786;SPC TN       -   235,460.      326,030.      MT  (+/- 180 meters Scaled)
 GD0786
 GD0786                          SUPERSEDED SURVEY CONTROL
 GD0786
 GD0786  NGVD 29 (??/??/??)   98.515  (m)          323.21   (f) ADJUSTED    2 0
 GD0786
 GD0786.Superseded values are not recommended for survey control.
 GD0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0786.See file dsdata.txt to determine how the superseded data were derived.
 GD0786
 GD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF157321(NAD 83)
 GD0786_MARKER: DB = BENCH MARK DISK
 GD0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0786_SP_SET: CULVERT
 GD0786_STAMPING: Y 13 1935
 GD0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0786
 GD0786  HISTORY     - Date     Condition        Report By
 GD0786  HISTORY     - 1935     MONUMENTED       CGS
 GD0786  HISTORY     - 1971     GOOD             BRADY
 GD0786  HISTORY     - 20020801 POOR             USACE
 GD0786
 GD0786                          STATION DESCRIPTION
 GD0786
 GD0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0786'AT UNION CITY.
 GD0786'AT UNION CITY, OBION COUNTY, ON STATE HIGHWAY 22, AT THE SOUTH
 GD0786'CITY LIMITS, 0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 51
 GD0786'AND 45 W, AT A 7- BY 6-FOOT CONCRETE-BOX CULVERT UNDER STATE
 GD0786'HIGHWAY 22, IN THE TOP OF THE SOUTHEAST CORNER, AND 36 FEET WEST
 GD0786'OF THE CENTERLINE OF THE GULF, MOBILE AND OHIO RAILROAD TRACK.
 GD0786'A STANDARD DISK, STAMPED Y 13 1935.
 GD0786
 GD0786                          STATION RECOVERY (1971)
 GD0786
 GD0786'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 GD0786'RECOVERED IN GOOD CONDITION.
 GD0786
 GD0786                          STATION RECOVERY (2002)
 GD0786
 GD0786'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0786'MARK IS DESTROYED BECAUSE CULVERT HAS BEEN REPLACED WITH A NEW
 GD0786'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0027 ***********************************************************************
 FC0027  DESIGNATION -  Y 130
 FC0027  PID         -  FC0027
 FC0027  STATE/COUNTY-  TN/MONROE
 FC0027  USGS QUAD   -  PHILADELPHIA (1974)
 FC0027
 FC0027                         *CURRENT SURVEY CONTROL
 FC0027  ___________________________________________________________________
 FC0027* NAD 83(1986)-  35 39 44.     (N)    084 24 57.     (W)     SCALED    
 FC0027* NAVD 88     -       265.808  (meters)     872.07   (feet)  ADJUSTED  
 FC0027  ___________________________________________________________________
 FC0027  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0027  DYNAMIC HT  -         265.553 (meters)     871.24  (feet)  COMP
 FC0027  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 FC0027
 FC0027  VERT ORDER  -  FIRST     CLASS I
 FC0027
 FC0027.The horizontal coordinates were scaled from a topographic map and have
 FC0027.an estimated accuracy of +/- 6 seconds.
 FC0027
 FC0027.The orthometric height was determined by differential leveling
 FC0027.and adjusted by the National Geodetic Survey in June 1991..
 FC0027
 FC0027.The geoid height was determined by GEOID03.
 FC0027
 FC0027.The dynamic height is computed by dividing the NAVD 88
 FC0027.geopotential number by the normal gravity value computed on the
 FC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0027.degrees latitude (g = 980.6199 gals.).
 FC0027
 FC0027.The modeled gravity was interpolated from observed gravity values.
 FC0027
 FC0027;                    North         East    Units  Estimated Accuracy
 FC0027;SPC TN       -   148,600.      743,430.      MT  (+/- 180 meters Scaled)
 FC0027
 FC0027                          SUPERSEDED SURVEY CONTROL
 FC0027
 FC0027  NGVD 29 (??/??/92)  265.887  (m)          872.33   (f) ADJ UNCH    1 1
 FC0027
 FC0027.Superseded values are not recommended for survey control.
 FC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0027.See file dsdata.txt to determine how the superseded data were derived.
 FC0027
 FC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE339495(NAD 83)
 FC0027_MARKER: DB = BENCH MARK DISK
 FC0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0027_SP_SET: BRIDGE
 FC0027_STAMPING: Y 130 1936
 FC0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0027
 FC0027  HISTORY     - Date     Condition        Report By
 FC0027  HISTORY     - 1936     MONUMENTED       CGS
 FC0027  HISTORY     - 1968     GOOD             NGS
 FC0027
 FC0027                          STATION DESCRIPTION
 FC0027
 FC0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0027'1.4 MI SW FROM PHILADELPHIA.
 FC0027'ABOUT 1.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0027'FIRST BAPTIST CHURCH AT PHILADELPHIA, LOUNDON COUNTY, ABOUT 0.2
 FC0027'MILE NORTHEAST OF MILEPOST 167, SET IN THE TOP OF THE SOUTHEAST
 FC0027'END OF THE NORTHEAST ABUTMENT OF A 40-FOOT BRIDGE OVER SWEETWATER
 FC0027'CREEK, 3.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 1 1/2
 FC0027'FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE ABUTMENT HAS A
 FC0027'SLIGHT CRACK ACROSS THE CORNER AND AT THE SOUTH EDGE OF THE DISK.
 FC0027'THE DISK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2273 ***********************************************************************
 GA2273  DESIGNATION -  Y 131
 GA2273  PID         -  GA2273
 GA2273  STATE/COUNTY-  TN/UNION
 GA2273  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2273
 GA2273                         *CURRENT SURVEY CONTROL
 GA2273  ___________________________________________________________________
 GA2273* NAD 83(1986)-  36 14 24.     (N)    083 55 57.     (W)     SCALED    
 GA2273* NAVD 88     -       332.896  (meters)    1092.18   (feet)  ADJUSTED  
 GA2273  ___________________________________________________________________
 GA2273  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GA2273  DYNAMIC HT  -         332.591 (meters)    1091.18  (feet)  COMP
 GA2273  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2273
 GA2273  VERT ORDER  -  SECOND    CLASS 0
 GA2273
 GA2273.The horizontal coordinates were scaled from a topographic map and have
 GA2273.an estimated accuracy of +/- 6 seconds.
 GA2273
 GA2273.The orthometric height was determined by differential leveling
 GA2273.and adjusted by the National Geodetic Survey in June 1991..
 GA2273
 GA2273.The geoid height was determined by GEOID03.
 GA2273
 GA2273.The dynamic height is computed by dividing the NAVD 88
 GA2273.geopotential number by the normal gravity value computed on the
 GA2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2273.degrees latitude (g = 980.6199 gals.).
 GA2273
 GA2273.The modeled gravity was interpolated from observed gravity values.
 GA2273
 GA2273;                    North         East    Units  Estimated Accuracy
 GA2273;SPC TN       -   213,510.      785,830.      MT  (+/- 180 meters Scaled)
 GA2273
 GA2273                          SUPERSEDED SURVEY CONTROL
 GA2273
 GA2273  NGVD 29 (??/??/92)  333.001  (m)         1092.52   (f) ADJ UNCH    2 0
 GA2273
 GA2273.Superseded values are not recommended for survey control.
 GA2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2273.See file dsdata.txt to determine how the superseded data were derived.
 GA2273
 GA2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA364145(NAD 83)
 GA2273_MARKER: DB = BENCH MARK DISK
 GA2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2273_STAMPING: Y 131 1936
 GA2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2273+STABILITY: SURFACE MOTION
 GA2273
 GA2273  HISTORY     - Date     Condition        Report By
 GA2273  HISTORY     - 1936     MONUMENTED       CGS
 GA2273  HISTORY     - 1949     GOOD             NGS
 GA2273
 GA2273                          STATION DESCRIPTION
 GA2273
 GA2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2273'1.5 MI N FROM NEW LOYSTON.
 GA2273'1.5 MILES NORTH ALONG STATE HIGHWAY 61 FROM VALLEY GROVE CHURCH
 GA2273'AT NEW LOYSTON, UNION COUNTY, OPPOSITE THE BIG RIDGE PARK LAKE,
 GA2273'150 YARDS SOUTH OF THE CENTER OF THE INTERSECTION OF THE BIG
 GA2273'RIDGE PARK ROAD, AT A U-CURVE, 72 FEET SOUTH OF AN 18-INCH
 GA2273'POST-OAK TREE, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GA2273'13 FEET FROM A 6-INCH CEDAR TREE, AND ABOUT 5 FEET LOWER THAN THE
 GA2273'HIGHWAY.  A STANDARD DISK, STAMPED Y 131 1936 AND SET IN THE
 GA2273'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS SEARCHED
 GA2273'FOR BUT NOT RECOVERED IN DECEMBER 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2694 ***********************************************************************
 GA2694  DESIGNATION -  Y 132
 GA2694  PID         -  GA2694
 GA2694  STATE/COUNTY-  TN/CLAIBORNE
 GA2694  USGS QUAD   -  FORK RIDGE (1959)
 GA2694
 GA2694                         *CURRENT SURVEY CONTROL
 GA2694  ___________________________________________________________________
 GA2694* NAD 83(1986)-  36 30 49.     (N)    083 46 27.     (W)     SCALED    
 GA2694* NAVD 88     -       385.533  (meters)    1264.87   (feet)  ADJUSTED  
 GA2694  ___________________________________________________________________
 GA2694  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GA2694  DYNAMIC HT  -         385.192 (meters)    1263.75  (feet)  COMP
 GA2694  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 GA2694
 GA2694  VERT ORDER  -  SECOND    CLASS 0
 GA2694
 GA2694.The horizontal coordinates were scaled from a topographic map and have
 GA2694.an estimated accuracy of +/- 6 seconds.
 GA2694
 GA2694.The orthometric height was determined by differential leveling
 GA2694.and adjusted by the National Geodetic Survey in June 1991..
 GA2694
 GA2694.The geoid height was determined by GEOID03.
 GA2694
 GA2694.The dynamic height is computed by dividing the NAVD 88
 GA2694.geopotential number by the normal gravity value computed on the
 GA2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2694.degrees latitude (g = 980.6199 gals.).
 GA2694
 GA2694.The modeled gravity was interpolated from observed gravity values.
 GA2694
 GA2694;                    North         East    Units  Estimated Accuracy
 GA2694;SPC TN       -   244,170.      799,370.      MT  (+/- 180 meters Scaled)
 GA2694
 GA2694                          SUPERSEDED SURVEY CONTROL
 GA2694
 GA2694  NGVD 29 (??/??/92)  385.687  (m)         1265.37   (f) ADJ UNCH    2 0
 GA2694
 GA2694.Superseded values are not recommended for survey control.
 GA2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2694.See file dsdata.txt to determine how the superseded data were derived.
 GA2694
 GA2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA515444(NAD 83)
 GA2694_MARKER: DD = SURVEY DISK
 GA2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2694_STAMPING: Y 132 1936
 GA2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2694+STABILITY: SURFACE MOTION
 GA2694
 GA2694  HISTORY     - Date     Condition        Report By
 GA2694  HISTORY     - 1936     MONUMENTED       TVA
 GA2694  HISTORY     - 1943     GOOD             TVA
 GA2694  HISTORY     - 1965     GOOD             NGS
 GA2694
 GA2694                          STATION DESCRIPTION
 GA2694
 GA2694'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1943
 GA2694'7 MI W FROM ARTHUR.
 GA2694'7.0 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2694'STATION AT ARTHUR, CLAIBORNE COUNTY, 2.3 MILES WEST OF A BRIDGE
 GA2694'OVER TOWN CREEK, 1.7 MILES WEST OF THOMAS HALL, 1.2 MILES EAST
 GA2694'OF POWELL VALLEY HIGH SCHOOL, OPPOSITE A POND, AT A GRASSY FIELD,
 GA2694'ON THE PROPERTY OF ALFRED SHARP, 84 FEET NORTHEAST OF THE NORTHEAST
 GA2694'CORNER OF A 1 1/2-STORY WHITE FRAME HOUSE, 17 FENCE POSTS WEST
 GA2694'OF AN OLD STORE WITH A GULF GASOLINE PUMP, 74 FEET WEST OF A
 GA2694'10-INCH BIRCH TREE AT THE FENCE LINE, 20 FEET SOUTH OF THE CENTERLINE
 GA2694'OF THE HIGHWAY, 4.2 FEET SOUTH OF THE FENCE, AND ABOUT 1 FOOT
 GA2694'HIGHER THAN THE ROADWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA2694'DISK, STAMPED Y 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
 GA2694
 GA2694                          STATION RECOVERY (1965)
 GA2694
 GA2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0922 ***********************************************************************
 FE0922  DESIGNATION -  Y 134
 FE0922  PID         -  FE0922
 FE0922  STATE/COUNTY-  TN/LAUDERDALE
 FE0922  USGS QUAD   -  FOWLKES (1983)
 FE0922
 FE0922                         *CURRENT SURVEY CONTROL
 FE0922  ___________________________________________________________________
 FE0922* NAD 83(1986)-  35 54 10.     (N)    089 23 32.     (W)     SCALED    
 FE0922* NAVD 88     -        87.636  (meters)     287.52   (feet)  ADJUSTED  
 FE0922  ___________________________________________________________________
 FE0922  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0922  DYNAMIC HT  -          87.561 (meters)     287.27  (feet)  COMP
 FE0922  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 FE0922
 FE0922  VERT ORDER  -  FIRST     CLASS I
 FE0922
 FE0922.The horizontal coordinates were scaled from a topographic map and have
 FE0922.an estimated accuracy of +/- 6 seconds.
 FE0922
 FE0922.The orthometric height was determined by differential leveling
 FE0922.and adjusted by the National Geodetic Survey in June 1991..
 FE0922
 FE0922.The geoid height was determined by GEOID03.
 FE0922
 FE0922.The dynamic height is computed by dividing the NAVD 88
 FE0922.geopotential number by the normal gravity value computed on the
 FE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0922.degrees latitude (g = 980.6199 gals.).
 FE0922
 FE0922.The modeled gravity was interpolated from observed gravity values.
 FE0922
 FE0922;                    North         East    Units  Estimated Accuracy
 FE0922;SPC TN       -   179,440.      293,850.      MT  (+/- 180 meters Scaled)
 FE0922
 FE0922                          SUPERSEDED SURVEY CONTROL
 FE0922
 FE0922  NGVD 29 (??/??/??)   87.577  (m)          287.33   (f) ADJUSTED    1 1
 FE0922
 FE0922.Superseded values are not recommended for survey control.
 FE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0922.See file dsdata.txt to determine how the superseded data were derived.
 FE0922
 FE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE841758(NAD 83)
 FE0922_MARKER: DB = BENCH MARK DISK
 FE0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0922_SP_SET: CULVERT
 FE0922_STAMPING: Y 134 1957
 FE0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0922
 FE0922  HISTORY     - Date     Condition        Report By
 FE0922  HISTORY     - 1957     MONUMENTED       CGS
 FE0922  HISTORY     - 1974     GOOD             NGS
 FE0922  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0922
 FE0922                          STATION DESCRIPTION
 FE0922
 FE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0922'1.7 MI N FROM HALLS.
 FE0922'ABOUT 1.7 MILES NORTH ALONG OLD U.S. HIGHWAY 51 FROM THE FIRST
 FE0922'BAPTIST CHURCH AT HALLS, AT THE JUNCTION OF OLD U.S. HIGHWAY
 FE0922'51 (CHURCH STREET) AND STATE HIGHWAY 88, AT THE JUNCTION OF A
 FE0922'GRAVEL ROAD LEADING EAST ACROSS THE ILLINOIS CENTRAL RAILROAD,
 FE0922'SET IN THE TOP OF THE NORTH END OF A 12-FOOT CONCRETE HEADWALL
 FE0922'OF A 2 FOOT BOX CULVERT UNDER HIGHWAY, 86.2 FEET WEST OF THE
 FE0922'WEST RAIL OF TRACK, 60.7 FEET WEST-NORTHWEST OF A POWER POLE, 38
 FE0922'FEET NORTH OF THE CENTER LINE OF GRAVEL ROAD, 14.3 FEET EAST OF
 FE0922'THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 FE0922
 FE0922                          STATION RECOVERY (2002)
 FE0922
 FE0922'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0922'MARK DESTROYED DUE TO CULVERT REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0396 ***********************************************************************
 GD0396  DESIGNATION -  Y 14
 GD0396  PID         -  GD0396
 GD0396  STATE/COUNTY-  TN/GIBSON
 GD0396  USGS QUAD   -  RUTHERFORD (1985)
 GD0396
 GD0396                         *CURRENT SURVEY CONTROL
 GD0396  ___________________________________________________________________
 GD0396* NAD 83(1986)-  36 08 49.     (N)    088 59 26.     (W)     SCALED    
 GD0396* NAVD 88     -        95.004  (meters)     311.69   (feet)  ADJUSTED  
 GD0396  ___________________________________________________________________
 GD0396  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0396  DYNAMIC HT  -          94.925 (meters)     311.43  (feet)  COMP
 GD0396  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GD0396
 GD0396  VERT ORDER  -  SECOND    CLASS 0
 GD0396
 GD0396.The horizontal coordinates were scaled from a topographic map and have
 GD0396.an estimated accuracy of +/- 6 seconds.
 GD0396
 GD0396.The orthometric height was determined by differential leveling
 GD0396.and adjusted by the National Geodetic Survey in June 1991..
 GD0396
 GD0396.The geoid height was determined by GEOID03.
 GD0396
 GD0396.The dynamic height is computed by dividing the NAVD 88
 GD0396.geopotential number by the normal gravity value computed on the
 GD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0396.degrees latitude (g = 980.6199 gals.).
 GD0396
 GD0396.The modeled gravity was interpolated from observed gravity values.
 GD0396
 GD0396;                    North         East    Units  Estimated Accuracy
 GD0396;SPC TN       -   205,330.      330,910.      MT  (+/- 180 meters Scaled)
 GD0396
 GD0396                          SUPERSEDED SURVEY CONTROL
 GD0396
 GD0396  NGVD 29 (??/??/??)   95.025  (m)          311.76   (f) ADJUSTED    2 0
 GD0396
 GD0396.Superseded values are not recommended for survey control.
 GD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0396.See file dsdata.txt to determine how the superseded data were derived.
 GD0396
 GD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF209020(NAD 83)
 GD0396_MARKER: DB = BENCH MARK DISK
 GD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0396_STAMPING: Y 14 1935
 GD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0396+STABILITY: SURFACE MOTION
 GD0396
 GD0396  HISTORY     - Date     Condition        Report By
 GD0396  HISTORY     - 1935     MONUMENTED       CGS
 GD0396  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0396
 GD0396                          STATION DESCRIPTION
 GD0396
 GD0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0396'1.4 MI N FROM RUTHERFORD.
 GD0396'1.4 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0396'STATION AT RUTHERFORD, GIBSON COUNTY, 40 YARDS SOUTH OF MILEPOST
 GD0396'427, AT A PRIVATE ROAD CROSSING, 15 YARDS WEST OF THE CENTERLINE
 GD0396'OF THE TRACK, 9 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND
 GD0396'AT A FENCE.  A STANDARD DISK, STAMPED Y 14 1935 AND SET IN THE
 GD0396'TOP OF A CONCRETE POST.  NOTE-- THERE IS EVIDENCE THAT THE RR
 GD0396'RIGHT-OF-WAY HAS BEEN CLEARED RECENTLY IN THIS AREA.
 GD0396
 GD0396                          STATION RECOVERY (1967)
 GD0396
 GD0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0489 ***********************************************************************
 FC0489  DESIGNATION -  Y 15
 FC0489  PID         -  FC0489
 FC0489  STATE/COUNTY-  TN/MCMINN
 FC0489  USGS QUAD   -  ETOWAH (1975)
 FC0489
 FC0489                         *CURRENT SURVEY CONTROL
 FC0489  ___________________________________________________________________
 FC0489* NAD 83(1986)-  35 21 32.     (N)    084 31 05.     (W)     SCALED    
 FC0489* NAVD 88     -       264.217  (meters)     866.85   (feet)  ADJUSTED  
 FC0489  ___________________________________________________________________
 FC0489  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0489  DYNAMIC HT  -         263.962 (meters)     866.02  (feet)  COMP
 FC0489  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 FC0489
 FC0489  VERT ORDER  -  SECOND    CLASS 0
 FC0489
 FC0489.The horizontal coordinates were scaled from a topographic map and have
 FC0489.an estimated accuracy of +/- 6 seconds.
 FC0489
 FC0489.The orthometric height was determined by differential leveling
 FC0489.and adjusted by the National Geodetic Survey in June 1991..
 FC0489
 FC0489.The geoid height was determined by GEOID03.
 FC0489
 FC0489.The dynamic height is computed by dividing the NAVD 88
 FC0489.geopotential number by the normal gravity value computed on the
 FC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0489.degrees latitude (g = 980.6199 gals.).
 FC0489
 FC0489.The modeled gravity was interpolated from observed gravity values.
 FC0489
 FC0489;                    North         East    Units  Estimated Accuracy
 FC0489;SPC TN       -   114,810.      734,680.      MT  (+/- 180 meters Scaled)
 FC0489
 FC0489                          SUPERSEDED SURVEY CONTROL
 FC0489
 FC0489  NGVD 29 (??/??/92)  264.294  (m)          867.10   (f) ADJ UNCH    2 0
 FC0489
 FC0489.Superseded values are not recommended for survey control.
 FC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0489.See file dsdata.txt to determine how the superseded data were derived.
 FC0489
 FC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE255156(NAD 83)
 FC0489_MARKER: DB = BENCH MARK DISK
 FC0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0489_SP_SET: BRIDGE
 FC0489_STAMPING: Y 15 1933
 FC0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0489
 FC0489  HISTORY     - Date     Condition        Report By
 FC0489  HISTORY     - 1933     MONUMENTED       CGS
 FC0489  HISTORY     - 1949     GOOD             NGS
 FC0489
 FC0489                          STATION DESCRIPTION
 FC0489
 FC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0489'2.6 MI N FROM ETOWAH.
 FC0489'2.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0489'ETOWAH, MC MINN COUNTY, 1/8 MILE NORTH OF MILEPOST L 332, AT
 FC0489'BRIDGE 115 OVER STATE HIGHWAY 33, IN THE TOP OF THE NORTH STONE
 FC0489'ABUTMENT, AND 1 FOOT NORTH OF THE SOUTH FACE, 4.5 FEET WEST OF
 FC0489'THE WEST RAIL.  A STANDARD DISK, STAMPED Y 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0451 ***********************************************************************
 FE0451  DESIGNATION -  Y 154
 FE0451  PID         -  FE0451
 FE0451  STATE/COUNTY-  TN/HARDEMAN
 FE0451  USGS QUAD   -  MIDDLETON (1980)
 FE0451
 FE0451                         *CURRENT SURVEY CONTROL
 FE0451  ___________________________________________________________________
 FE0451* NAD 83(1986)-  35 03 01.     (N)    088 58 51.     (W)     SCALED    
 FE0451* NAVD 88     -       149.448  (meters)     490.31   (feet)  ADJUSTED  
 FE0451  ___________________________________________________________________
 FE0451  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0451  DYNAMIC HT  -         149.305 (meters)     489.84  (feet)  COMP
 FE0451  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 FE0451
 FE0451  VERT ORDER  -  FIRST     CLASS II
 FE0451
 FE0451.The horizontal coordinates were scaled from a topographic map and have
 FE0451.an estimated accuracy of +/- 6 seconds.
 FE0451
 FE0451.The orthometric height was determined by differential leveling
 FE0451.and adjusted by the National Geodetic Survey in June 1991..
 FE0451
 FE0451.The geoid height was determined by GEOID03.
 FE0451
 FE0451.The dynamic height is computed by dividing the NAVD 88
 FE0451.geopotential number by the normal gravity value computed on the
 FE0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0451.degrees latitude (g = 980.6199 gals.).
 FE0451
 FE0451.The modeled gravity was interpolated from observed gravity values.
 FE0451
 FE0451;                    North         East    Units  Estimated Accuracy
 FE0451;SPC TN       -    83,690.      328,080.      MT  (+/- 180 meters Scaled)
 FE0451
 FE0451                          SUPERSEDED SURVEY CONTROL
 FE0451
 FE0451  NGVD 29 (??/??/??)  149.403  (m)          490.17   (f) ADJUSTED    1 2
 FE0451
 FE0451.Superseded values are not recommended for survey control.
 FE0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0451.See file dsdata.txt to determine how the superseded data were derived.
 FE0451
 FE0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD193804(NAD 83)
 FE0451_MARKER: DB = BENCH MARK DISK
 FE0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0451_SP_SET: CONCRETE BASE
 FE0451_STAMPING: Y 154 1944
 FE0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0451
 FE0451  HISTORY     - Date     Condition        Report By
 FE0451  HISTORY     - 1944     MONUMENTED       CGS
 FE0451  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0451
 FE0451                          STATION DESCRIPTION
 FE0451
 FE0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0451'0.5 MI W FROM ROGERS SPRINGS.
 FE0451'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0451'ROGERS SPRINGS, HARDEMAN COUNTY, 54 FEET EAST OF MILEPOST 488,
 FE0451'AT BLOCK SIGNAL, 879 A, IN THE TOP OF THE SOUTHEAST CORNER OF
 FE0451'THE CONCRETE BASE, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE0451'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0451'Y 154 1944.
 FE0451
 FE0451                          STATION RECOVERY (1983)
 FE0451
 FE0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0451'NOT RECOVERED.  A CONCRETE SIGNAL BASE WAS FOUND LYING ON ITS SIDE IN
 FE0451'THE DESCRIBED AREA, IT APPEARS THAT A DISK STEM WAS EMBEDDED IN THE
 FE0451'TOP OF THE BASE.  CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0296 ***********************************************************************
 FE0296  DESIGNATION -  Y 155
 FE0296  PID         -  FE0296
 FE0296  STATE/COUNTY-  TN/HARDIN
 FE0296  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0296
 FE0296                         *CURRENT SURVEY CONTROL
 FE0296  ___________________________________________________________________
 FE0296* NAD 83(1986)-  35 08 59.     (N)    088 19 40.     (W)     SCALED    
 FE0296* NAVD 88     -       140.436  (meters)     460.75   (feet)  ADJUSTED  
 FE0296  ___________________________________________________________________
 FE0296  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0296  DYNAMIC HT  -         140.308 (meters)     460.33  (feet)  COMP
 FE0296  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FE0296
 FE0296  VERT ORDER  -  FIRST     CLASS II
 FE0296
 FE0296.The horizontal coordinates were scaled from a topographic map and have
 FE0296.an estimated accuracy of +/- 6 seconds.
 FE0296
 FE0296.The orthometric height was determined by differential leveling
 FE0296.and adjusted by the National Geodetic Survey in June 1991..
 FE0296
 FE0296.The geoid height was determined by GEOID03.
 FE0296
 FE0296.The dynamic height is computed by dividing the NAVD 88
 FE0296.geopotential number by the normal gravity value computed on the
 FE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0296.degrees latitude (g = 980.6199 gals.).
 FE0296
 FE0296.The modeled gravity was interpolated from observed gravity values.
 FE0296
 FE0296;                    North         East    Units  Estimated Accuracy
 FE0296;SPC TN       -    93,100.      387,910.      MT  (+/- 180 meters Scaled)
 FE0296
 FE0296                          SUPERSEDED SURVEY CONTROL
 FE0296
 FE0296  NGVD 29 (??/??/??)  140.445  (m)          460.78   (f) ADJUSTED    1 2
 FE0296
 FE0296.Superseded values are not recommended for survey control.
 FE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0296.See file dsdata.txt to determine how the superseded data were derived.
 FE0296
 FE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD790904(NAD 83)
 FE0296_MARKER: DB = BENCH MARK DISK
 FE0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0296_SP_SET: CULVERT
 FE0296_STAMPING: Y 155 1944
 FE0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0296
 FE0296  HISTORY     - Date     Condition        Report By
 FE0296  HISTORY     - 1944     MONUMENTED       CGS
 FE0296  HISTORY     - 1947     GOOD             CGS
 FE0296  HISTORY     - 1949     GOOD             CGS
 FE0296
 FE0296                          STATION DESCRIPTION
 FE0296
 FE0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0296'0.4 MI SW FROM PITTSBURG LANDING.
 FE0296'0.35 MILE SOUTHWEST ALONG THE HAMBURG ROAD FROM THE POST OFFICE
 FE0296'AT PITTSBURG LANDING, IN THE SHILOH NATIONAL MILITARY PARK, ABOUT
 FE0296'0.2 MILE SOUTHWEST OF THE IOWA STATE MONUMENT, SET IN THE TOP OF
 FE0296'THE CENTER OF THE NORTHWEST MASONRY STONE HEAD WALL OF AN 18-INCH
 FE0296'PIPE CULVERT, 18 FEET NORTHWEST AND ABOUT 1 FOOT BELOW THE CENTER
 FE0296'LINE OF THE ROAD.
 FE0296
 FE0296                          STATION RECOVERY (1949)
 FE0296
 FE0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0552 ***********************************************************************
 FE0552  DESIGNATION -  Y 157
 FE0552  PID         -  FE0552
 FE0552  STATE/COUNTY-  TN/MCNAIRY
 FE0552  USGS QUAD   -  GUYS (1983)
 FE0552
 FE0552                         *CURRENT SURVEY CONTROL
 FE0552  ___________________________________________________________________
 FE0552* NAD 83(1986)-  35 04 50.     (N)    088 37 21.     (W)     SCALED    
 FE0552* NAVD 88     -       126.260  (meters)     414.24   (feet)  ADJUSTED  
 FE0552  ___________________________________________________________________
 FE0552  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0552  DYNAMIC HT  -         126.140 (meters)     413.84  (feet)  COMP
 FE0552  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FE0552
 FE0552  VERT ORDER  -  FIRST     CLASS II
 FE0552
 FE0552.The horizontal coordinates were scaled from a topographic map and have
 FE0552.an estimated accuracy of +/- 6 seconds.
 FE0552
 FE0552.The orthometric height was determined by differential leveling
 FE0552.and adjusted by the National Geodetic Survey in June 1991..
 FE0552
 FE0552.The geoid height was determined by GEOID03.
 FE0552
 FE0552.The dynamic height is computed by dividing the NAVD 88
 FE0552.geopotential number by the normal gravity value computed on the
 FE0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0552.degrees latitude (g = 980.6199 gals.).
 FE0552
 FE0552.The modeled gravity was interpolated from observed gravity values.
 FE0552
 FE0552;                    North         East    Units  Estimated Accuracy
 FE0552;SPC TN       -    86,110.      360,850.      MT  (+/- 180 meters Scaled)
 FE0552
 FE0552                          SUPERSEDED SURVEY CONTROL
 FE0552
 FE0552  NGVD 29 (??/??/??)  126.251  (m)          414.21   (f) ADJUSTED    1 2
 FE0552
 FE0552.Superseded values are not recommended for survey control.
 FE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0552.See file dsdata.txt to determine how the superseded data were derived.
 FE0552
 FE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD520831(NAD 83)
 FE0552_MARKER: DB = BENCH MARK DISK
 FE0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0552_STAMPING: Y 157 1944
 FE0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0552+STABILITY: SURFACE MOTION
 FE0552
 FE0552  HISTORY     - Date     Condition        Report By
 FE0552  HISTORY     - 1944     MONUMENTED       CGS
 FE0552  HISTORY     - 1948     GOOD             CGS
 FE0552  HISTORY     - 1972     GOOD             TVA
 FE0552
 FE0552                          STATION DESCRIPTION
 FE0552
 FE0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0552'0.8 MI N FROM RAMER.
 FE0552'ABOUT 0.8 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0552'FROM THE STATION AT RAMER, ABOUT 0.45 MILE SOUTH OF MILE POST
 FE0552'342, AT A DIM PRIVATE FARM ROAD CROSSING, 46.5 FEET EAST OF THE
 FE0552'EAST RAIL, 50 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 2
 FE0552'FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 75 FEET SOUTHEAST OF
 FE0552'THE CENTER OF THE CROSSING, 33 FEET SOUTHEAST OF A TELEGRAPH
 FE0552'POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FE0552'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0552'6 INCHES.
 FE0552
 FE0552                          STATION RECOVERY (1972)
 FE0552
 FE0552'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0509 ***********************************************************************
 FE0509  DESIGNATION -  Y 158
 FE0509  PID         -  FE0509
 FE0509  STATE/COUNTY-  TN/CHESTER
 FE0509  USGS QUAD   -  JACKS CREEK (1983)
 FE0509
 FE0509                         *CURRENT SURVEY CONTROL
 FE0509  ___________________________________________________________________
 FE0509* NAD 83(1986)-  35 22 50.     (N)    088 35 32.     (W)     SCALED    
 FE0509* NAVD 88     -       127.692  (meters)     418.94   (feet)  ADJUSTED  
 FE0509  ___________________________________________________________________
 FE0509  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE0509  DYNAMIC HT  -         127.575 (meters)     418.55  (feet)  COMP
 FE0509  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 FE0509
 FE0509  VERT ORDER  -  FIRST     CLASS II
 FE0509
 FE0509.The horizontal coordinates were scaled from a topographic map and have
 FE0509.an estimated accuracy of +/- 6 seconds.
 FE0509
 FE0509.The orthometric height was determined by differential leveling
 FE0509.and adjusted by the National Geodetic Survey in June 1991..
 FE0509
 FE0509.The geoid height was determined by GEOID03.
 FE0509
 FE0509.The dynamic height is computed by dividing the NAVD 88
 FE0509.geopotential number by the normal gravity value computed on the
 FE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0509.degrees latitude (g = 980.6199 gals.).
 FE0509
 FE0509.The modeled gravity was interpolated from observed gravity values.
 FE0509
 FE0509;                    North         East    Units  Estimated Accuracy
 FE0509;SPC TN       -   119,310.      364,490.      MT  (+/- 180 meters Scaled)
 FE0509
 FE0509                          SUPERSEDED SURVEY CONTROL
 FE0509
 FE0509  NGVD 29 (??/??/??)  127.704  (m)          418.98   (f) ADJUSTED    1 2
 FE0509
 FE0509.Superseded values are not recommended for survey control.
 FE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0509.See file dsdata.txt to determine how the superseded data were derived.
 FE0509
 FE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553164(NAD 83)
 FE0509_MARKER: DB = BENCH MARK DISK
 FE0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0509_SP_SET: CULVERT
 FE0509_STAMPING: Y 158 1944
 FE0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0509
 FE0509  HISTORY     - Date     Condition        Report By
 FE0509  HISTORY     - 1944     MONUMENTED       CGS
 FE0509  HISTORY     - 1948     GOOD             CGS
 FE0509  HISTORY     - 1972     GOOD             TVA
 FE0509
 FE0509                          STATION DESCRIPTION
 FE0509
 FE0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0509'1.6 MI N FROM FINGER.
 FE0509'ABOUT 1.6 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0509'FROM THE STATION AT FINGER, 90 YARDS NORTH OF MILE POST 364, SET
 FE0509'IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 40-INCH
 FE0509'PIPE CULVERT, ABOUT 0.15 MILE SOUTH OF BLOCK SIGNAL NO. 364.2,
 FE0509'10.5 FEET EAST OF THE EAST RAIL AND 2 FEET BELOW THE TRACK.
 FE0509
 FE0509                          STATION RECOVERY (1972)
 FE0509
 FE0509'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0720 ***********************************************************************
 FE0720  DESIGNATION -  Y 159
 FE0720  PID         -  FE0720
 FE0720  STATE/COUNTY-  TN/MADISON
 FE0720  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0720
 FE0720                         *CURRENT SURVEY CONTROL
 FE0720  ___________________________________________________________________
 FE0720* NAD 83(1986)-  35 37 17.     (N)    088 48 39.     (W)     SCALED    
 FE0720* NAVD 88     -       131.857  (meters)     432.60   (feet)  ADJUSTED  
 FE0720  ___________________________________________________________________
 FE0720  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0720  DYNAMIC HT  -         131.739 (meters)     432.21  (feet)  COMP
 FE0720  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 FE0720
 FE0720  VERT ORDER  -  FIRST     CLASS II
 FE0720
 FE0720.The horizontal coordinates were scaled from a topographic map and have
 FE0720.an estimated accuracy of +/- 6 seconds.
 FE0720
 FE0720.The orthometric height was determined by differential leveling
 FE0720.and adjusted by the National Geodetic Survey in June 1991..
 FE0720
 FE0720.The geoid height was determined by GEOID03.
 FE0720
 FE0720.The dynamic height is computed by dividing the NAVD 88
 FE0720.geopotential number by the normal gravity value computed on the
 FE0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0720.degrees latitude (g = 980.6199 gals.).
 FE0720
 FE0720.The modeled gravity was interpolated from observed gravity values.
 FE0720
 FE0720;                    North         East    Units  Estimated Accuracy
 FE0720;SPC TN       -   146,570.      345,410.      MT  (+/- 180 meters Scaled)
 FE0720
 FE0720                          SUPERSEDED SURVEY CONTROL
 FE0720
 FE0720  NGVD 29 (??/??/??)  131.892  (m)          432.72   (f) ADJUSTED    1 2
 FE0720
 FE0720.Superseded values are not recommended for survey control.
 FE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0720.See file dsdata.txt to determine how the superseded data were derived.
 FE0720
 FE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE360434(NAD 83)
 FE0720_MARKER: DB = BENCH MARK DISK
 FE0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0720_SP_SET: PIER
 FE0720_STAMPING: Y 159 1944
 FE0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0720+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0720
 FE0720  HISTORY     - Date     Condition        Report By
 FE0720  HISTORY     - 1944     MONUMENTED       CGS
 FE0720  HISTORY     - 1948     GOOD             CGS
 FE0720  HISTORY     - 20020909 GOOD             USACE
 FE0720
 FE0720                          STATION DESCRIPTION
 FE0720
 FE0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0720'AT JACKSON.
 FE0720'AT JACKSON, AT THE INTERSECTION OF THE GULF, MOBILE AND OHIO
 FE0720'AND THE ILLINOIS CENTRAL RAILROADS, ABOUT 100 YARDS NORTH OF THE
 FE0720'UNION STATION, SET VERTICALLY IN THE EAST FACE OF THE SOUTH
 FE0720'LEG OF THE 1ST PIER WEST OF THE TRACKS OF THE CONCRETE OVERPASS
 FE0720'OF JACKSON STREET OVER BOTH RAILROADS, 37 FEET NORTHWEST OF THE
 FE0720'NORTHWEST RAIL OF THE I.C. RR., 26 FEET WEST OF THE MAIN TRACK
 FE0720'OF THE G.M. AND O. RR, ABOUT 4.2 FEET ABOVE THE GROUND AND SET
 FE0720'IN A DRILL HOLE.
 FE0720
 FE0720                          STATION RECOVERY (2002)
 FE0720
 FE0720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1125 ***********************************************************************
 FE1125  DESIGNATION -  Y 16
 FE1125  PID         -  FE1125
 FE1125  STATE/COUNTY-  TN/SHELBY
 FE1125  USGS QUAD   -  GERMANTOWN (1997)
 FE1125
 FE1125                         *CURRENT SURVEY CONTROL
 FE1125  ___________________________________________________________________
 FE1125* NAD 83(1986)-  35 05 44.     (N)    089 50 13.     (W)     SCALED    
 FE1125* NAVD 88     -       101.548  (meters)     333.16   (feet)  ADJUSTED  
 FE1125  ___________________________________________________________________
 FE1125  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1125  DYNAMIC HT  -         101.455 (meters)     332.86  (feet)  COMP
 FE1125  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 FE1125
 FE1125  VERT ORDER  -  SECOND    CLASS 0
 FE1125
 FE1125.The horizontal coordinates were scaled from a topographic map and have
 FE1125.an estimated accuracy of +/- 6 seconds.
 FE1125
 FE1125.The orthometric height was determined by differential leveling
 FE1125.and adjusted by the National Geodetic Survey in June 1991..
 FE1125
 FE1125.The geoid height was determined by GEOID03.
 FE1125
 FE1125.The dynamic height is computed by dividing the NAVD 88
 FE1125.geopotential number by the normal gravity value computed on the
 FE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1125.degrees latitude (g = 980.6199 gals.).
 FE1125
 FE1125.The modeled gravity was interpolated from observed gravity values.
 FE1125
 FE1125;                    North         East    Units  Estimated Accuracy
 FE1125;SPC TN       -    91,430.      250,220.      MT  (+/- 180 meters Scaled)
 FE1125
 FE1125                          SUPERSEDED SURVEY CONTROL
 FE1125
 FE1125  NGVD 29 (??/??/??)  101.518  (m)          333.06   (f) ADJUSTED    2 0
 FE1125
 FE1125.Superseded values are not recommended for survey control.
 FE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1125.See file dsdata.txt to determine how the superseded data were derived.
 FE1125
 FE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD413873(NAD 83)
 FE1125_MARKER: DB = BENCH MARK DISK
 FE1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1125_STAMPING: Y 16 1934
 FE1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1125+STABILITY: SURFACE MOTION
 FE1125
 FE1125  HISTORY     - Date     Condition        Report By
 FE1125  HISTORY     - 1934     MONUMENTED       CGS
 FE1125  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1125
 FE1125                          STATION DESCRIPTION
 FE1125
 FE1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE1125'11 MI NW FROM COLLIERVILLE.
 FE1125'11.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FE1125'COLLIERVILLE HERALD PRINTING OFFICE AT COLLIERVILLE, SHELBY
 FE1125'COUNTY, 650 FEET EAST OF MILEPOST 539, 48 FEET SOUTH OF THE
 FE1125'CENTERLINE OF THE TRACK, AND 41 FEET NORTH OF AN EAST-AND-WEST
 FE1125'PAVED ROAD.  A STANDARD DISK, STAMPED Y 16 1934 AND SET IN THE
 FE1125'TOP OF A CONCRETE POST.
 FE1125
 FE1125                          STATION RECOVERY (1983)
 FE1125
 FE1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1125'NOT RECOVERED, POSSIBLY DESTROYED WHEN PIPE CULVERT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0725 ***********************************************************************
 FE0725  DESIGNATION -  Y 160
 FE0725  PID         -  FE0725
 FE0725  STATE/COUNTY-  TN/MADISON
 FE0725  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0725
 FE0725                         *CURRENT SURVEY CONTROL
 FE0725  ___________________________________________________________________
 FE0725* NAD 83(1986)-  35 37 14.     (N)    088 47 40.     (W)     SCALED    
 FE0725* NAVD 88     -       121.562  (meters)     398.82   (feet)  ADJUSTED  
 FE0725  ___________________________________________________________________
 FE0725  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0725  DYNAMIC HT  -         121.453 (meters)     398.47  (feet)  COMP
 FE0725  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FE0725
 FE0725  VERT ORDER  -  FIRST     CLASS II
 FE0725
 FE0725.The horizontal coordinates were scaled from a topographic map and have
 FE0725.an estimated accuracy of +/- 6 seconds.
 FE0725
 FE0725.The orthometric height was determined by differential leveling
 FE0725.and adjusted by the National Geodetic Survey in June 1991..
 FE0725
 FE0725.The geoid height was determined by GEOID03.
 FE0725
 FE0725.The dynamic height is computed by dividing the NAVD 88
 FE0725.geopotential number by the normal gravity value computed on the
 FE0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0725.degrees latitude (g = 980.6199 gals.).
 FE0725
 FE0725.The modeled gravity was interpolated from observed gravity values.
 FE0725
 FE0725;                    North         East    Units  Estimated Accuracy
 FE0725;SPC TN       -   146,430.      346,890.      MT  (+/- 180 meters Scaled)
 FE0725
 FE0725                          SUPERSEDED SURVEY CONTROL
 FE0725
 FE0725  NGVD 29 (??/??/??)  121.598  (m)          398.94   (f) ADJUSTED    1 2
 FE0725
 FE0725.Superseded values are not recommended for survey control.
 FE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0725.See file dsdata.txt to determine how the superseded data were derived.
 FE0725
 FE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE374433(NAD 83)
 FE0725_MARKER: DB = BENCH MARK DISK
 FE0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0725_SP_SET: BRIDGE
 FE0725_STAMPING: Y 160 1944
 FE0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0725
 FE0725  HISTORY     - Date     Condition        Report By
 FE0725  HISTORY     - 1944     MONUMENTED       CGS
 FE0725  HISTORY     - 1948     GOOD             CGS
 FE0725  HISTORY     - 20020909 POOR             USACE
 FE0725
 FE0725                          STATION DESCRIPTION
 FE0725
 FE0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0725'1 MI E FROM JACKSON.
 FE0725'ABOUT 1.05 MILES EAST ALONG LEXINGTON AVENUE FROM ITS INTERSECTION
 FE0725'WITH THE GULF, MOBILE AND OHIO RAILROAD AT JACKSON, ABOUT 0.9
 FE0725'MILE EAST OF UNION UNIVERSITY, AT THE JUNCTION OF A GRAVEL ROAD
 FE0725'SOUTH, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST
 FE0725'CONCRETE WING WALL OF A 50-FOOT NARROW STEEL BRIDGE OVER A CREEK,
 FE0725'11 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE, 22 FEET WEST
 FE0725'OF THE CENTER LINE OF THE ROAD SOUTH AND ABOUT LEVEL WITH THE
 FE0725'ROAD.
 FE0725
 FE0725                          STATION RECOVERY (2002)
 FE0725
 FE0725'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0725'MARK DESTROYED, BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0338 ***********************************************************************
 GD0338  DESIGNATION -  Y 161
 GD0338  PID         -  GD0338
 GD0338  STATE/COUNTY-  TN/WEAKLEY
 GD0338  USGS QUAD   -  MARTIN (1983)
 GD0338
 GD0338                         *CURRENT SURVEY CONTROL
 GD0338  ___________________________________________________________________
 GD0338* NAD 83(1995)-  36 16 54.06006(N)    088 50 20.02652(W)     ADJUSTED  
 GD0338* NAVD 88     -       122.739  (meters)     402.69   (feet)  ADJUSTED  
 GD0338  ___________________________________________________________________
 GD0338  X           -     104,310.236 (meters)                     COMP
 GD0338  Y           -  -5,146,584.132 (meters)                     COMP
 GD0338  Z           -   3,753,489.048 (meters)                     COMP
 GD0338  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GD0338  ELLIP HEIGHT-          94.58  (meters)          (02/20/01) GPS OBS
 GD0338  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0338  DYNAMIC HT  -         122.638 (meters)     402.35  (feet)  COMP
 GD0338  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 GD0338
 GD0338  HORZ ORDER  -  FIRST
 GD0338  VERT ORDER  -  FIRST     CLASS II
 GD0338  ELLP ORDER  -  SECOND    CLASS I
 GD0338
 GD0338.The horizontal coordinates were established by GPS observations
 GD0338.and adjusted by the National Geodetic Survey in February 2001..
 GD0338
 GD0338.The orthometric height was determined by differential leveling
 GD0338.and adjusted by the National Geodetic Survey in June 1991..
 GD0338
 GD0338.Photographs are available for this station.
 GD0338
 GD0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0338
 GD0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0338
 GD0338.The ellipsoidal height was determined by GPS observations
 GD0338.and is referenced to NAD 83.
 GD0338
 GD0338.The geoid height was determined by GEOID03.
 GD0338
 GD0338.The dynamic height is computed by dividing the NAVD 88
 GD0338.geopotential number by the normal gravity value computed on the
 GD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0338.degrees latitude (g = 980.6199 gals.).
 GD0338
 GD0338.The modeled gravity was interpolated from observed gravity values.
 GD0338
 GD0338;                    North         East     Units Scale Factor Converg.
 GD0338;SPC TN       -   219,869.210   344,989.172   MT  0.99997884   -1 39 43.2
 GD0338;SPC TN       -   721,354.23  1,131,851.98   sFT  0.99997884   -1 39 43.2
 GD0338;UTM  16      - 4,016,760.613   334,847.476   MT  0.99993607   -1 05 18.3
 GD0338
 GD0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0338!SPC TN       -   0.99998516  x   0.99997884  =   0.99996400
 GD0338!UTM  16      -   0.99998516  x   0.99993607  =   0.99992123
 GD0338
 GD0338                          SUPERSEDED SURVEY CONTROL
 GD0338
 GD0338  NAVD 88 (02/20/01)  122.74   (m)          402.7    (f) LEVELING    3  
 GD0338  NGVD 29 (??/??/??)  122.754  (m)          402.74   (f) ADJUSTED    1 2
 GD0338
 GD0338.Superseded values are not recommended for survey control.
 GD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0338.See file dsdata.txt to determine how the superseded data were derived.
 GD0338
 GD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3484716761(NAD 83)
 GD0338_MARKER: DB = BENCH MARK DISK
 GD0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0338_STAMPING: Y 161 1944
 GD0338_MARK LOGO: NONE  
 GD0338_PROJECTION: PROJECTING 7 CENTIMETERS
 GD0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0338+STABILITY: SURFACE MOTION
 GD0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0338+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0338
 GD0338  HISTORY     - Date     Condition        Report By
 GD0338  HISTORY     - 1944     MONUMENTED       CGS
 GD0338  HISTORY     - 1948     GOOD             CGS
 GD0338  HISTORY     - 1967     GOOD             CGS
 GD0338  HISTORY     - 1999     GOOD             LOWE
 GD0338  HISTORY     - 20020820 GOOD             USACE
 GD0338
 GD0338                          STATION DESCRIPTION
 GD0338
 GD0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0338'3.5 MI N FROM SHARON.
 GD0338'ABOUT 3.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0338'THE STATION AT SHARON, ABOUT 4.5 MILES SOUTH OF THE STATION AT
 GD0338'MARTIN, 41 FEET NORTHWEST OF MILE POST C 422, ABOUT 60 YARDS
 GD0338'EAST OF U.S. HIGHWAY 45E, AT THE SOUTH END OF A CUT, 34 FEET
 GD0338'WEST OF THE WEST RAIL, 7.5 FEET NORTH OF A TELEPHONE POLE AND IN
 GD0338'LINE WITH THE ROW OF POLES, 76 FEET SOUTHEAST OF THE SOUTHEAST
 GD0338'CORNER OF AN OLD HOUSE BETWEEN HIGHWAY AND TRACKS, 2 FEET SOUTH
 GD0338'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN
 GD0338'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS
 GD0338'MARK IS NOW 0.7 OF A FOOT SE OF A METAL WITNESS POST AND SIGN.
 GD0338
 GD0338                          STATION RECOVERY (1967)
 GD0338
 GD0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0338'RECOVERED IN GOOD CONDITION.
 GD0338
 GD0338                          STATION RECOVERY (1999)
 GD0338
 GD0338'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0338'RECOVERY BY LOWE ENGINEERS 1999
 GD0338'RECOVERED IN GOOD CONDITION AND REDESCRIBED.
 GD0338' 
 GD0338'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 45E OVER
 GD0338'STATE HIGHWAY 89, WEST OF SHARON, GO NORTH 5.63 KM (3.5 MI) ON U.S.
 GD0338'45E TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ABOUT 0.16
 GD0338'KM (0.1 MI) SOUTH OF ROWLETT ROAD ADJACENT TO THE RAILROAD ON THE
 GD0338'WEST SIDE OF THE TRACKS, AND BEHIND A WHITE HOUSE CONSTRUCTED IN
 GD0338'1999.
 GD0338' 
 GD0338'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY BRASS CAP
 GD0338'SET IN A CONCRETE POST PROJECTING 0.07 M (0.25 FT) ABOVE THE GROUND,
 GD0338'STAMPED Y 161 1944, WITH A METAL WITNESS POST ADJACENT TO THE
 GD0338'MONUMENT. THE STATION IS 51.51 M (169 FT) EAST OF THE EAST EDGE OF
 GD0338'HIGHWAY 45E, 12.22 M (40.1 FT) NORTHWEST OF RAILROAD MILE POST 422,
 GD0338'10.85 M (35.6 FT) EAST OF THE SOUTHEAST CORNER OF A PUMP HOUSE, AND
 GD0338'10.36 M (34 FT) WEST OF THE WEST RAIL OF THE TRACKS.
 GD0338' 
 GD0338'
 GD0338
 GD0338                          STATION RECOVERY (2002)
 GD0338
 GD0338'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0730 ***********************************************************************
 GA0730  DESIGNATION -  Y 162
 GA0730  PID         -  GA0730
 GA0730  STATE/COUNTY-  TN/HAWKINS
 GA0730  USGS QUAD   -  MC CLOUD (1961)
 GA0730
 GA0730                         *CURRENT SURVEY CONTROL
 GA0730  ___________________________________________________________________
 GA0730* NAD 83(1986)-  36 22 00.     (N)    082 59 30.     (W)     SCALED    
 GA0730* NAVD 88     -       333.542  (meters)    1094.30   (feet)  ADJUSTED  
 GA0730  ___________________________________________________________________
 GA0730  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0730  DYNAMIC HT  -         333.237 (meters)    1093.30  (feet)  COMP
 GA0730  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 GA0730
 GA0730  VERT ORDER  -  FIRST     CLASS I
 GA0730
 GA0730.The horizontal coordinates were scaled from a topographic map and have
 GA0730.an estimated accuracy of +/- 6 seconds.
 GA0730
 GA0730.The orthometric height was determined by differential leveling
 GA0730.and adjusted by the National Geodetic Survey in June 1991..
 GA0730
 GA0730.The geoid height was determined by GEOID03.
 GA0730
 GA0730.The dynamic height is computed by dividing the NAVD 88
 GA0730.geopotential number by the normal gravity value computed on the
 GA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0730.degrees latitude (g = 980.6199 gals.).
 GA0730
 GA0730.The modeled gravity was interpolated from observed gravity values.
 GA0730
 GA0730;                    North         East    Units  Estimated Accuracy
 GA0730;SPC TN       -   229,750.      869,940.      MT  (+/- 180 meters Scaled)
 GA0730
 GA0730                          SUPERSEDED SURVEY CONTROL
 GA0730
 GA0730  NGVD 29 (??/??/92)  333.702  (m)         1094.82   (f) ADJ UNCH    1 1
 GA0730
 GA0730.Superseded values are not recommended for survey control.
 GA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0730.See file dsdata.txt to determine how the superseded data were derived.
 GA0730
 GA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213264(NAD 83)
 GA0730_MARKER: DB = BENCH MARK DISK
 GA0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0730_SP_SET: BRIDGE
 GA0730_STAMPING: Y 162 1967
 GA0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0730
 GA0730  HISTORY     - Date     Condition        Report By
 GA0730  HISTORY     - 1967     MONUMENTED       CGS
 GA0730
 GA0730                          STATION DESCRIPTION
 GA0730
 GA0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA0730'5.4 MI SW FROM BUREM.
 GA0730'ABOUT 5.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0730'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0730'ROAD AT BUREM, 0.2 MILE WEST OF THE CROSSING OF THE RAILROAD AND
 GA0730'THE MAIN ROAD THAT LEADS TO THE JOHN SEVIER STEAM PLANT AT
 GA0730'MC CLOUD, 0.3 MILE EAST OF MILEPOST 76, SET IN THE TOP OF THE
 GA0730'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 GA0730'OVER DODSON CREEK, 3 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK
 GA0730'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1768 ***********************************************************************
 GA1768  DESIGNATION -  Y 163
 GA1768  PID         -  GA1768
 GA1768  STATE/COUNTY-  TN/JEFFERSON
 GA1768  USGS QUAD   -  WHITE PINE (1961)
 GA1768
 GA1768                         *CURRENT SURVEY CONTROL
 GA1768  ___________________________________________________________________
 GA1768* NAD 83(1986)-  36 06 16.     (N)    083 16 22.     (W)     SCALED    
 GA1768* NAVD 88     -       331.645  (meters)    1088.07   (feet)  ADJUSTED  
 GA1768  ___________________________________________________________________
 GA1768  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1768  DYNAMIC HT  -         331.335 (meters)    1087.05  (feet)  COMP
 GA1768  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 GA1768
 GA1768  VERT ORDER  -  FIRST     CLASS I
 GA1768
 GA1768.The horizontal coordinates were scaled from a topographic map and have
 GA1768.an estimated accuracy of +/- 6 seconds.
 GA1768
 GA1768.The orthometric height was determined by differential leveling
 GA1768.and adjusted by the National Geodetic Survey in June 1991..
 GA1768
 GA1768.The geoid height was determined by GEOID03.
 GA1768
 GA1768.The dynamic height is computed by dividing the NAVD 88
 GA1768.geopotential number by the normal gravity value computed on the
 GA1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1768.degrees latitude (g = 980.6199 gals.).
 GA1768
 GA1768.The modeled gravity was interpolated from observed gravity values.
 GA1768
 GA1768;                    North         East    Units  Estimated Accuracy
 GA1768;SPC TN       -   199,930.      845,530.      MT  (+/- 180 meters Scaled)
 GA1768
 GA1768                          SUPERSEDED SURVEY CONTROL
 GA1768
 GA1768  NGVD 29 (??/??/92)  331.786  (m)         1088.53   (f) ADJ UNCH    1 1
 GA1768
 GA1768.Superseded values are not recommended for survey control.
 GA1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1768.See file dsdata.txt to determine how the superseded data were derived.
 GA1768
 GA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV954979(NAD 83)
 GA1768_MARKER: DB = BENCH MARK DISK
 GA1768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1768_SP_SET: 38 FEET
 GA1768_STAMPING: Y 163 1967
 GA1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1768
 GA1768  HISTORY     - Date     Condition        Report By
 GA1768  HISTORY     - 1967     MONUMENTED       CGS
 GA1768
 GA1768                          STATION DESCRIPTION
 GA1768
 GA1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1768'0.8 MI SE FROM WHITE PINE.
 GA1768'ABOUT 0.75 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1768'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.25 MILE WEST OF
 GA1768'MILEPOST 218, 172 FEET WEST OF THE CENTER OF THE CROSSING OF THE
 GA1768'RAILROAD AND A PAVED ROAD, 30 1/2 FEET SOUTH OF THE SOUTH RAIL OF
 GA1768'THE TRACK, 18 1/2 FEET NORTHEAST OF A POLE, 8 FEET SOUTH OF THE
 GA1768'CENTERLINE OF A TRAIL ROAD, 4 FEET EAST OF A FENCE CORNER POST,
 GA1768'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 GA1768'ROAD, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 GA1768'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 GA1768'38 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 6
 GA1768'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1196 ***********************************************************************
 FB1196  DESIGNATION -  Y 164
 FB1196  PID         -  FB1196
 FB1196  STATE/COUNTY-  TN/COCKE
 FB1196  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1196
 FB1196                         *CURRENT SURVEY CONTROL
 FB1196  ___________________________________________________________________
 FB1196* NAD 83(1986)-  35 55 13.     (N)    083 02 32.     (W)     SCALED    
 FB1196* NAVD 88     -       344.280  (meters)    1129.53   (feet)  ADJUSTED  
 FB1196  ___________________________________________________________________
 FB1196  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1196  DYNAMIC HT  -         343.947 (meters)    1128.43  (feet)  COMP
 FB1196  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FB1196
 FB1196  VERT ORDER  -  FIRST     CLASS I
 FB1196
 FB1196.The horizontal coordinates were scaled from a topographic map and have
 FB1196.an estimated accuracy of +/- 6 seconds.
 FB1196
 FB1196.The orthometric height was determined by differential leveling
 FB1196.and adjusted by the National Geodetic Survey in June 1991..
 FB1196
 FB1196.The geoid height was determined by GEOID03.
 FB1196
 FB1196.The dynamic height is computed by dividing the NAVD 88
 FB1196.geopotential number by the normal gravity value computed on the
 FB1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1196.degrees latitude (g = 980.6199 gals.).
 FB1196
 FB1196.The modeled gravity was interpolated from observed gravity values.
 FB1196
 FB1196;                    North         East    Units  Estimated Accuracy
 FB1196;SPC TN       -   180,100.      866,900.      MT  (+/- 180 meters Scaled)
 FB1196
 FB1196                          SUPERSEDED SURVEY CONTROL
 FB1196
 FB1196  NGVD 29 (??/??/92)  344.422  (m)         1129.99   (f) ADJ UNCH    1 1
 FB1196
 FB1196.Superseded values are not recommended for survey control.
 FB1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1196.See file dsdata.txt to determine how the superseded data were derived.
 FB1196
 FB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV157770(NAD 83)
 FB1196_MARKER: DB = BENCH MARK DISK
 FB1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1196_SP_SET: CULVERT
 FB1196_STAMPING: Y 164 1967
 FB1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1196
 FB1196  HISTORY     - Date     Condition        Report By
 FB1196  HISTORY     - 1967     MONUMENTED       CGS
 FB1196
 FB1196                          STATION DESCRIPTION
 FB1196
 FB1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1196'1.1 MI W FROM DEL RIO.
 FB1196'ABOUT 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1196'FROM THE STATION AT DEL RIO, 12 1/2 POLES NORTHWEST OF MILEPOST
 FB1196'196, 11 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 FB1196'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 FB1196'HEAD WALL OF A LARGE CAST IRON TUBULAR CULVERT, 29 FEET SOUTHEAST
 FB1196'OF A TELEPHONE POLE, 3 1/2 FEET ABOVE THE LEVEL OF A WOODEN
 FB1196'BRIDGE ON A TRAIL ROAD, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 FB1196'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1599 ***********************************************************************
 GC1599  DESIGNATION -  Y 166
 GC1599  PID         -  GC1599
 GC1599  STATE/COUNTY-  TN/HOUSTON
 GC1599  USGS QUAD   -  MC KINNON (1973)
 GC1599
 GC1599                         *CURRENT SURVEY CONTROL
 GC1599  ___________________________________________________________________
 GC1599* NAD 83(1986)-  36 19 48.     (N)    087 54 20.     (W)     SCALED    
 GC1599* NAVD 88     -       183.735  (meters)     602.80   (feet)  ADJUSTED  
 GC1599  ___________________________________________________________________
 GC1599  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC1599  DYNAMIC HT  -         183.583 (meters)     602.31  (feet)  COMP
 GC1599  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GC1599
 GC1599  VERT ORDER  -  FIRST     CLASS II
 GC1599
 GC1599.The horizontal coordinates were scaled from a topographic map and have
 GC1599.an estimated accuracy of +/- 6 seconds.
 GC1599
 GC1599.The orthometric height was determined by differential leveling
 GC1599.and adjusted by the National Geodetic Survey in June 1991..
 GC1599
 GC1599.The geoid height was determined by GEOID03.
 GC1599
 GC1599.The dynamic height is computed by dividing the NAVD 88
 GC1599.geopotential number by the normal gravity value computed on the
 GC1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1599.degrees latitude (g = 980.6199 gals.).
 GC1599
 GC1599.The modeled gravity was interpolated from observed gravity values.
 GC1599
 GC1599;                    North         East    Units  Estimated Accuracy
 GC1599;SPC TN       -   223,200.      428,920.      MT  (+/- 180 meters Scaled)
 GC1599
 GC1599                          SUPERSEDED SURVEY CONTROL
 GC1599
 GC1599  NGVD 29 (??/??/92)  183.770  (m)          602.92   (f) ADJ UNCH    1 2
 GC1599
 GC1599.Superseded values are not recommended for survey control.
 GC1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1599.See file dsdata.txt to determine how the superseded data were derived.
 GC1599
 GC1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF187209(NAD 83)
 GC1599_MARKER: DB = BENCH MARK DISK
 GC1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1599_STAMPING: Y 166 1947
 GC1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1599+STABILITY: SURFACE MOTION
 GC1599
 GC1599  HISTORY     - Date     Condition        Report By
 GC1599  HISTORY     - 1947     MONUMENTED       CGS
 GC1599  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1599
 GC1599                          STATION DESCRIPTION
 GC1599
 GC1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1599'1 MI N FROM MC KINNON.
 GC1599'1.0 MILE NORTH ALONG THE T.V.A. ROAD LEADING TO SCARBOROUGH
 GC1599'GENERAL STORE FROM THE METHODIST CHUCH AT MC KINNON, ABOUT 3/4
 GC1599'MILE SOUTHEAST OF AN 80-FOOT WOODEN BRIDGE OVER HURRICANE CREEK,
 GC1599'ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIM ROAD LEADING
 GC1599'NORTH, AT THE JUNCTION OF A DIM ROAD LEADING NORTHEAST, 58 FEET
 GC1599'SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD, 23 FEET NORTHEAST
 GC1599'OF THE CENTER LINE OF THE MAIN ROAD, 24.5 FEET SOUTH OF AN 8-INCH
 GC1599'BLAZED TWIN OAK TREE, 9 FEET SOUTHWEST OF AN 8-INCH BLAZED OAK
 GC1599'TREE, 8 FEET NORTH OF A 6-INCH BLAZED OAK TREE, ABOUT LEVEL WITH
 GC1599'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 GC1599'INCHES.  NOTE-- STATION WOULD LIE IN AREA OF POWERLINE
 GC1599'CONSTRUCTION.  REFERENCES DESTROYED.
 GC1599
 GC1599                          STATION RECOVERY (1972)
 GC1599
 GC1599'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0085 ***********************************************************************
 FE0085  DESIGNATION -  Y 168
 FE0085  PID         -  FE0085
 FE0085  STATE/COUNTY-  TN/BENTON
 FE0085  USGS QUAD   -  SUGAR TREE (1986)
 FE0085
 FE0085                         *CURRENT SURVEY CONTROL
 FE0085  ___________________________________________________________________
 FE0085* NAD 83(1986)-  35 51 17.     (N)    088 04 26.     (W)     SCALED    
 FE0085* NAVD 88     -       180.895  (meters)     593.49   (feet)  ADJUSTED  
 FE0085  ___________________________________________________________________
 FE0085  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE0085  DYNAMIC HT  -         180.738 (meters)     592.97  (feet)  COMP
 FE0085  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FE0085
 FE0085  VERT ORDER  -  FIRST     CLASS II
 FE0085
 FE0085.The horizontal coordinates were scaled from a topographic map and have
 FE0085.an estimated accuracy of +/- 6 seconds.
 FE0085
 FE0085.The orthometric height was determined by differential leveling
 FE0085.and adjusted by the National Geodetic Survey in June 1991..
 FE0085
 FE0085.The geoid height was determined by GEOID03.
 FE0085
 FE0085.The dynamic height is computed by dividing the NAVD 88
 FE0085.geopotential number by the normal gravity value computed on the
 FE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0085.degrees latitude (g = 980.6199 gals.).
 FE0085
 FE0085.The modeled gravity was interpolated from observed gravity values.
 FE0085
 FE0085;                    North         East    Units  Estimated Accuracy
 FE0085;SPC TN       -   170,780.      412,690.      MT  (+/- 180 meters Scaled)
 FE0085
 FE0085                          SUPERSEDED SURVEY CONTROL
 FE0085
 FE0085  NGVD 29 (??/??/??)  180.916  (m)          593.56   (f) ADJUSTED    1 2
 FE0085
 FE0085.Superseded values are not recommended for survey control.
 FE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0085.See file dsdata.txt to determine how the superseded data were derived.
 FE0085
 FE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE030683(NAD 83)
 FE0085_MARKER: DB = BENCH MARK DISK
 FE0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0085_STAMPING: Y 168 1947
 FE0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0085+STABILITY: SURFACE MOTION
 FE0085
 FE0085  HISTORY     - Date     Condition        Report By
 FE0085  HISTORY     - 1947     MONUMENTED       CGS
 FE0085  HISTORY     - 1972     GOOD             TVA
 FE0085
 FE0085                          STATION DESCRIPTION
 FE0085
 FE0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0085'19.6 MI S FROM CAMDEN.
 FE0085'ABOUT 19.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0085'COURTHOUSE AT CAMDEN, ABOUT 0.7 MILE SOUTHEAST OF THE CUMBERLAND
 FE0085'PRESBYTERIAN CHURCH AT MC ILLWAIN, ABOUT 1/4 MILE NORTHWEST OF
 FE0085'THE WOODEN BRIDGE OVER EAGLE CREEK, AT AN S-CURVE, IN THE NORTHEAST
 FE0085'CORNER OF THE YARD OF A 1-STORY FRAME FARMHOUSE, 41 FEET NORTHEAST
 FE0085'OF THE NORTHEAST CORNER OF THE HOUSE, 81 FEET NORTH OF THE
 FE0085'NORTHEAST CORNER OF A CHICKEN HOUSE, 18 FEET SOUTH OF THE
 FE0085'CENTER LINE OF THE HIGHWAY, 79 FEET EAST OF A 12-INCH TREE, ABOUT
 FE0085'2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FE0085'POST PROJECTING ABOUT 4 INCHES.
 FE0085
 FE0085                          STATION RECOVERY (1972)
 FE0085
 FE0085'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1249 ***********************************************************************
 FD1249  DESIGNATION -  Y 169
 FD1249  PID         -  FD1249
 FD1249  STATE/COUNTY-  TN/PERRY
 FD1249  USGS QUAD   -  POPE (1973)
 FD1249
 FD1249                         *CURRENT SURVEY CONTROL
 FD1249  ___________________________________________________________________
 FD1249* NAD 83(1986)-  35 34 29.     (N)    087 57 55.     (W)     SCALED    
 FD1249* NAVD 88     -       155.080  (meters)     508.79   (feet)  ADJUSTED  
 FD1249  ___________________________________________________________________
 FD1249  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1249  DYNAMIC HT  -         154.940 (meters)     508.33  (feet)  COMP
 FD1249  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FD1249
 FD1249  VERT ORDER  -  FIRST     CLASS II
 FD1249
 FD1249.The horizontal coordinates were scaled from a topographic map and have
 FD1249.an estimated accuracy of +/- 6 seconds.
 FD1249
 FD1249.The orthometric height was determined by differential leveling
 FD1249.and adjusted by the National Geodetic Survey in June 1991..
 FD1249
 FD1249.The geoid height was determined by GEOID03.
 FD1249
 FD1249.The dynamic height is computed by dividing the NAVD 88
 FD1249.geopotential number by the normal gravity value computed on the
 FD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1249.degrees latitude (g = 980.6199 gals.).
 FD1249
 FD1249.The modeled gravity was interpolated from observed gravity values.
 FD1249
 FD1249;                    North         East    Units  Estimated Accuracy
 FD1249;SPC TN       -   139,520.      421,880.      MT  (+/- 180 meters Scaled)
 FD1249
 FD1249                          SUPERSEDED SURVEY CONTROL
 FD1249
 FD1249  NGVD 29 (??/??/92)  155.088  (m)          508.82   (f) ADJ UNCH    1 2
 FD1249
 FD1249.Superseded values are not recommended for survey control.
 FD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1249.See file dsdata.txt to determine how the superseded data were derived.
 FD1249
 FD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE125372(NAD 83)
 FD1249_MARKER: DD = SURVEY DISK
 FD1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1249_STAMPING: Y 169 1947
 FD1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1249+STABILITY: SURFACE MOTION
 FD1249
 FD1249  HISTORY     - Date     Condition        Report By
 FD1249  HISTORY     - 1947     MONUMENTED       TVA
 FD1249  HISTORY     - 1947     GOOD             NGS
 FD1249  HISTORY     - 1975     MARK NOT FOUND   TVA
 FD1249
 FD1249                          STATION DESCRIPTION
 FD1249
 FD1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1249'6.4 MI SE FROM POPE.
 FD1249'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM THE
 FD1249'JUNCTION OF STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1249'MILES EAST, THENCE ABOUT 2.1 MILES SOUTH ALONG A GRAVEL ROAD, AT
 FD1249'THE FOOT OF A STEEP GRADE AND AT THE IVY POPE FARM, 33 FEET
 FD1249'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 30 FEET WEST OF
 FD1249'THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF AN 8-INCH TREE,
 FD1249'2 FEET NORTH OF THE NORTHEAST CORNER YARD FENCE POST AND IN
 FD1249'LINE WITH THE FENCE LEADING SOUTH, 2 FEET EAST OF A WHITE WOODEN
 FD1249'WITNESS POST, 4 FEET BELOW THE ROAD AND SET IN THE TOP OF A
 FD1249'CONCRETE POST PROJECTING 4 INCHES.
 FD1249
 FD1249                          STATION RECOVERY (1975)
 FD1249
 FD1249'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0207 ***********************************************************************
 FE0207  DESIGNATION -  Y 170
 FE0207  PID         -  FE0207
 FE0207  STATE/COUNTY-  TN/HARDIN
 FE0207  USGS QUAD   -  HOOKERS BEND (1972)
 FE0207
 FE0207                         *CURRENT SURVEY CONTROL
 FE0207  ___________________________________________________________________
 FE0207* NAD 83(1986)-  35 22 20.     (N)    088 13 19.     (W)     SCALED    
 FE0207* NAVD 88     -       115.580  (meters)     379.20   (feet)  ADJUSTED  
 FE0207  ___________________________________________________________________
 FE0207  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0207  DYNAMIC HT  -         115.476 (meters)     378.86  (feet)  COMP
 FE0207  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 FE0207
 FE0207  VERT ORDER  -  FIRST     CLASS II
 FE0207
 FE0207.The horizontal coordinates were scaled from a topographic map and have
 FE0207.an estimated accuracy of +/- 6 seconds.
 FE0207
 FE0207.The orthometric height was determined by differential leveling
 FE0207.and adjusted by the National Geodetic Survey in June 1991..
 FE0207
 FE0207.The geoid height was determined by GEOID03.
 FE0207
 FE0207.The dynamic height is computed by dividing the NAVD 88
 FE0207.geopotential number by the normal gravity value computed on the
 FE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0207.degrees latitude (g = 980.6199 gals.).
 FE0207
 FE0207.The modeled gravity was interpolated from observed gravity values.
 FE0207
 FE0207;                    North         East    Units  Estimated Accuracy
 FE0207;SPC TN       -   117,560.      398,110.      MT  (+/- 180 meters Scaled)
 FE0207
 FE0207                          SUPERSEDED SURVEY CONTROL
 FE0207
 FE0207  NGVD 29 (??/??/??)  115.589  (m)          379.23   (f) ADJUSTED    1 2
 FE0207
 FE0207.Superseded values are not recommended for survey control.
 FE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0207.See file dsdata.txt to determine how the superseded data were derived.
 FE0207
 FE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE890150(NAD 83)
 FE0207_MARKER: DD = SURVEY DISK
 FE0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0207_SP_SET: CULVERT
 FE0207_STAMPING: Y 170 1947
 FE0207_MARK LOGO: TVA   
 FE0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0207
 FE0207  HISTORY     - Date     Condition        Report By
 FE0207  HISTORY     - 1947     MONUMENTED       TVA
 FE0207  HISTORY     - 1947     GOOD             CGS
 FE0207  HISTORY     - 1971     GOOD             TVA
 FE0207
 FE0207                          STATION DESCRIPTION
 FE0207
 FE0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0207'1.1 MI SW FROM SALTILLO.
 FE0207'1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO PROSPECT
 FE0207'FROM THE POST OFFICE AT SALTILLO, ABOUT 0.2 MILE SOUTHWEST OF
 FE0207'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF
 FE0207'THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A TRIPLE 36-FOOT
 FE0207'CONCRETE CULVERT, 14 FEET NORTH OF AND ABOUT LEVEL WITH THE
 FE0207'CENTER LINE OF THE ROAD.
 FE0207
 FE0207                          STATION RECOVERY (1971)
 FE0207
 FE0207'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0459 ***********************************************************************
 GC0459  DESIGNATION -  Y 171
 GC0459  PID         -  GC0459
 GC0459  STATE/COUNTY-  TN/DAVIDSON
 GC0459  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0459
 GC0459                         *CURRENT SURVEY CONTROL
 GC0459  ___________________________________________________________________
 GC0459* NAD 83(1986)-  36 08 11.     (N)    086 50 31.     (W)     SCALED    
 GC0459* NAVD 88     -       148.099  (meters)     485.89   (feet)  ADJUSTED  
 GC0459  ___________________________________________________________________
 GC0459  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0459  DYNAMIC HT  -         147.971 (meters)     485.47  (feet)  COMP
 GC0459  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0459
 GC0459  VERT ORDER  -  FIRST     CLASS II
 GC0459
 GC0459.The horizontal coordinates were scaled from a topographic map and have
 GC0459.an estimated accuracy of +/- 6 seconds.
 GC0459
 GC0459.The orthometric height was determined by differential leveling
 GC0459.and adjusted by the National Geodetic Survey in June 1991..
 GC0459
 GC0459.The geoid height was determined by GEOID03.
 GC0459
 GC0459.The dynamic height is computed by dividing the NAVD 88
 GC0459.geopotential number by the normal gravity value computed on the
 GC0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0459.degrees latitude (g = 980.6199 gals.).
 GC0459
 GC0459.The modeled gravity was interpolated from observed gravity values.
 GC0459
 GC0459;                    North         East    Units  Estimated Accuracy
 GC0459;SPC TN       -   200,370.      524,220.      MT  (+/- 180 meters Scaled)
 GC0459
 GC0459                          SUPERSEDED SURVEY CONTROL
 GC0459
 GC0459  NGVD 29 (??/??/92)  148.120  (m)          485.96   (f) ADJ UNCH    1 2
 GC0459
 GC0459.Superseded values are not recommended for survey control.
 GC0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0459.See file dsdata.txt to determine how the superseded data were derived.
 GC0459
 GC0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE142990(NAD 83)
 GC0459_MARKER: DB = BENCH MARK DISK
 GC0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0459_SP_SET: OVERPASS
 GC0459_STAMPING: Y 171 1948
 GC0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0459
 GC0459  HISTORY     - Date     Condition        Report By
 GC0459  HISTORY     - 1948     MONUMENTED       CGS
 GC0459  HISTORY     - 1949     GOOD             NGS
 GC0459
 GC0459                          STATION DESCRIPTION
 GC0459
 GC0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0459'4 MI SW FROM NASHVILLE.
 GC0459'4.0 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTONOOGA AND ST.
 GC0459'LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, AT THE WEST
 GC0459'CORPORATION LIMITS OF NASHVILLE, NEAR THE SOUTHEAST CORNER OF
 GC0459'MC CABE PARK GOLF COURSE, SET IN THE TOP OF THE SOUTHWEST CONCRETE
 GC0459'WING WALL AT THE WEST END OF AN OVERPASS OVER CHEROKEE ROAD-EXTENDED,
 GC0459'4.7 FEET SOUTH OF THE SOUTH RAIL AND LEVEL WITH THE TRACK.
 GC0459
 GC0459                          STATION RECOVERY (1949)
 GC0459
 GC0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1538 ***********************************************************************
 GC1538  DESIGNATION -  Y 172
 GC1538  PID         -  GC1538
 GC1538  STATE/COUNTY-  TN/DICKSON
 GC1538  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1538
 GC1538                         *CURRENT SURVEY CONTROL
 GC1538  ___________________________________________________________________
 GC1538* NAD 83(1986)-  36 05 40.     (N)    087 31 58.     (W)     SCALED    
 GC1538* NAVD 88     -       251.915  (meters)     826.49   (feet)  ADJUSTED  
 GC1538  ___________________________________________________________________
 GC1538  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1538  DYNAMIC HT  -         251.695 (meters)     825.77  (feet)  COMP
 GC1538  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 GC1538
 GC1538  VERT ORDER  -  FIRST     CLASS II
 GC1538
 GC1538.The horizontal coordinates were scaled from a topographic map and have
 GC1538.an estimated accuracy of +/- 6 seconds.
 GC1538
 GC1538.The orthometric height was determined by differential leveling
 GC1538.and adjusted by the National Geodetic Survey in June 1991..
 GC1538
 GC1538.The geoid height was determined by GEOID03.
 GC1538
 GC1538.The dynamic height is computed by dividing the NAVD 88
 GC1538.geopotential number by the normal gravity value computed on the
 GC1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1538.degrees latitude (g = 980.6199 gals.).
 GC1538
 GC1538.The modeled gravity was interpolated from observed gravity values.
 GC1538
 GC1538;                    North         East    Units  Estimated Accuracy
 GC1538;SPC TN       -   196,480.      461,980.      MT  (+/- 180 meters Scaled)
 GC1538
 GC1538                          SUPERSEDED SURVEY CONTROL
 GC1538
 GC1538  NGVD 29 (??/??/92)  251.915  (m)          826.49   (f) ADJ UNCH    1 2
 GC1538
 GC1538.Superseded values are not recommended for survey control.
 GC1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1538.See file dsdata.txt to determine how the superseded data were derived.
 GC1538
 GC1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE520945(NAD 83)
 GC1538_MARKER: DB = BENCH MARK DISK
 GC1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1538_STAMPING: Y 172 1948
 GC1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1538+STABILITY: SURFACE MOTION
 GC1538
 GC1538  HISTORY     - Date     Condition        Report By
 GC1538  HISTORY     - 1948     MONUMENTED       CGS
 GC1538  HISTORY     - 1972     GOOD             TVA
 GC1538
 GC1538                          STATION DESCRIPTION
 GC1538
 GC1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1538'1 MI W FROM TENNESSEE CITY.
 GC1538'1.0 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1538'RAILWAY FROM THE STATION AT TENNESSEE CITY, IN A DEEP CUT, 4
 GC1538'RAILS WEST OF THE EAST END OF A LONG TANGENT, AT POLE 50+23, SET
 GC1538'IN THE TOP OF THE WEST END OF A CONCRETE RETAINING WALL ON THE NORTH
 GC1538'SIDE OF THE TRACK, 25 1/2 RAILS WEST OF POINT WHERE RAILWAY
 GC1538'TELEPHONE LINE CROSSES THE TRACK, AT THE EAST END OF A DRAIN
 GC1538'GUTTER, 7.8 FEET NORTH OF THE NORTH RAIL AND ABOUT LEVEL
 GC1538'WITH THE TRACK.  NOTE-- 42.1 FT NE OF PAINTED CROSS ON
 GC1538'METAL WHISTLE POST.
 GC1538
 GC1538                          STATION RECOVERY (1972)
 GC1538
 GC1538'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0313 ***********************************************************************
 GD0313  DESIGNATION -  Y 173
 GD0313  PID         -  GD0313
 GD0313  STATE/COUNTY-  TN/WEAKLEY
 GD0313  USGS QUAD   -  MARTIN (1983)
 GD0313
 GD0313                         *CURRENT SURVEY CONTROL
 GD0313  ___________________________________________________________________
 GD0313* NAD 83(1986)-  36 22 19.     (N)    088 50 48.     (W)     SCALED    
 GD0313* NAVD 88     -       124.220  (meters)     407.55   (feet)  ADJUSTED  
 GD0313  ___________________________________________________________________
 GD0313  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0313  DYNAMIC HT  -         124.119 (meters)     407.21  (feet)  COMP
 GD0313  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 GD0313
 GD0313  VERT ORDER  -  FIRST     CLASS II
 GD0313
 GD0313.The horizontal coordinates were scaled from a topographic map and have
 GD0313.an estimated accuracy of +/- 6 seconds.
 GD0313
 GD0313.The orthometric height was determined by differential leveling
 GD0313.and adjusted by the National Geodetic Survey in June 1991..
 GD0313
 GD0313.The geoid height was determined by GEOID03.
 GD0313
 GD0313.The dynamic height is computed by dividing the NAVD 88
 GD0313.geopotential number by the normal gravity value computed on the
 GD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0313.degrees latitude (g = 980.6199 gals.).
 GD0313
 GD0313.The modeled gravity was interpolated from observed gravity values.
 GD0313
 GD0313;                    North         East    Units  Estimated Accuracy
 GD0313;SPC TN       -   229,900.      344,580.      MT  (+/- 180 meters Scaled)
 GD0313
 GD0313                          SUPERSEDED SURVEY CONTROL
 GD0313
 GD0313  NGVD 29 (??/??/??)  124.223  (m)          407.56   (f) ADJUSTED    1 2
 GD0313
 GD0313.Superseded values are not recommended for survey control.
 GD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0313.See file dsdata.txt to determine how the superseded data were derived.
 GD0313
 GD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF343267(NAD 83)
 GD0313_MARKER: DB = BENCH MARK DISK
 GD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0313_STAMPING: Y 173 1948
 GD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0313+STABILITY: SURFACE MOTION
 GD0313
 GD0313  HISTORY     - Date     Condition        Report By
 GD0313  HISTORY     - 1948     MONUMENTED       CGS
 GD0313  HISTORY     - 1967     GOOD             CGS
 GD0313
 GD0313                          STATION DESCRIPTION
 GD0313
 GD0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0313'1.8 MI N FROM MARTIN.
 GD0313'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0313'THE UNION STATION AT MARTIN, ABOUT 0.3 MILE NORTH OF MILE POST C
 GD0313'416, ABOUT 0.4 MILE NORTH OF A TRESTLE, ABOUT 0.8 MILE SOUTH OF A
 GD0313'PUBLIC ROAD CROSSING, 44 FEET WEST OF THE WEST RAIL, 4 FEET EAST
 GD0313'OF THE R/W FENCE, 51 FEET SOUTHWEST OF A TELEPHONE POLE, AT THE
 GD0313'NORTH END OF A LONG CUT, 86 FEET NORTH OF A FENCE CORNER IN THE
 GD0313'R/W FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 GD0313'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0313'3 INCHES.
 GD0313
 GD0313                          STATION RECOVERY (1967)
 GD0313
 GD0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0739 ***********************************************************************
 FE0739  DESIGNATION -  Y 174
 FE0739  PID         -  FE0739
 FE0739  STATE/COUNTY-  TN/MADISON
 FE0739  USGS QUAD   -  WESTOVER (1981)
 FE0739
 FE0739                         *CURRENT SURVEY CONTROL
 FE0739  ___________________________________________________________________
 FE0739* NAD 83(1986)-  35 36 24.     (N)    088 54 58.     (W)     SCALED    
 FE0739* NAVD 88     -       124.891  (meters)     409.75   (feet)  ADJUSTED  
 FE0739  ___________________________________________________________________
 FE0739  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0739  DYNAMIC HT  -         124.779 (meters)     409.38  (feet)  COMP
 FE0739  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FE0739
 FE0739  VERT ORDER  -  FIRST     CLASS II
 FE0739
 FE0739.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE0739
 FE0739.The horizontal coordinates were scaled from a topographic map and have
 FE0739.an estimated accuracy of +/- 6 seconds.
 FE0739
 FE0739.The orthometric height was determined by differential leveling
 FE0739.and adjusted by the National Geodetic Survey in June 1991..
 FE0739
 FE0739.The geoid height was determined by GEOID03.
 FE0739
 FE0739.The dynamic height is computed by dividing the NAVD 88
 FE0739.geopotential number by the normal gravity value computed on the
 FE0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0739.degrees latitude (g = 980.6199 gals.).
 FE0739
 FE0739.The modeled gravity was interpolated from observed gravity values.
 FE0739
 FE0739;                    North         East    Units  Estimated Accuracy
 FE0739;SPC TN       -   145,210.      335,820.      MT  (+/- 180 meters Scaled)
 FE0739
 FE0739                          SUPERSEDED SURVEY CONTROL
 FE0739
 FE0739  NGVD 29 (??/??/??)  124.927  (m)          409.86   (f) ADJUSTED    1 2
 FE0739
 FE0739.Superseded values are not recommended for survey control.
 FE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0739.See file dsdata.txt to determine how the superseded data were derived.
 FE0739
 FE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE264420(NAD 83)
 FE0739_MARKER: DD = SURVEY DISK
 FE0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0739_STAMPING: Y 174 1948
 FE0739_MARK LOGO: TNDG  
 FE0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0739+STABILITY: SURFACE MOTION
 FE0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0739+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0739
 FE0739  HISTORY     - Date     Condition        Report By
 FE0739  HISTORY     - 1948     MONUMENTED       TNDG
 FE0739  HISTORY     - 1948     GOOD             CGS
 FE0739  HISTORY     - 1965     GOOD             CGS
 FE0739  HISTORY     - 1983     GOOD             USGS
 FE0739  HISTORY     - 20020910 GOOD             USACE
 FE0739
 FE0739                          STATION DESCRIPTION
 FE0739
 FE0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0739'5.8 MI W FROM JACKSON.
 FE0739'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0739'AT JACKSON, AT MC KELLAR FIELD, SET DIRECTLY BENEATH THE CENTER
 FE0739'OF THE AIRWAY BEACON ON THE FIELD, ABOUT 0.3 MILE NORTHEAST AND
 FE0739'ACROSS FIELD FROM THE ADMINSTRATION BUILDING, ABOUT 75 YARDS SOUTH
 FE0739'OF THE CENTER LINE OF U.S. HIGHWAY 70, 71 FEET WEST OF THE CENTER
 FE0739'LINE OF THE EAST ENTRANCE DRIVE TO THE FIELD AND SET IN THE TOP
 FE0739'OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FE0739
 FE0739                          STATION RECOVERY (1965)
 FE0739
 FE0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE0739'RECOVERED IN GOOD CONDITION.
 FE0739
 FE0739                          STATION RECOVERY (1983)
 FE0739
 FE0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 FE0739'RECOVERED IN GOOD CONDITION.
 FE0739
 FE0739                          STATION RECOVERY (2002)
 FE0739
 FE0739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0739'OLD BEACON HAS BEEN MOVED. MARK IS ABOUT 600 FT NE OF CONTROL TOWER AT
 FE0739'AIRPORT. DIST FROM OLD HWY 70 NOW WESTOWER RD. AND CENTERLINE OF E
 FE0739'ENTRY DRIVE OK. MARK IS 12.5 FT W OF CHAIN LINK FENCE NEAR NE CORNER
 FE0739'OF CHAIN LINK FENCE. PERMISSION NEEDED FROM AIRPORT ADMINISTRATION TO
 FE0739'ACCESS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1197 ***********************************************************************
 FD1197  DESIGNATION -  Y 175
 FD1197  PID         -  FD1197
 FD1197  STATE/COUNTY-  TN/PERRY
 FD1197  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1197
 FD1197                         *CURRENT SURVEY CONTROL
 FD1197  ___________________________________________________________________
 FD1197* NAD 83(1986)-  35 37 36.     (N)    087 51 52.     (W)     SCALED    
 FD1197* NAVD 88     -       210.878  (meters)     691.86   (feet)  ADJUSTED  
 FD1197  ___________________________________________________________________
 FD1197  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1197  DYNAMIC HT  -         210.689 (meters)     691.24  (feet)  COMP
 FD1197  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FD1197
 FD1197  VERT ORDER  -  FIRST     CLASS II
 FD1197
 FD1197.The horizontal coordinates were scaled from a topographic map and have
 FD1197.an estimated accuracy of +/- 6 seconds.
 FD1197
 FD1197.The orthometric height was determined by differential leveling
 FD1197.and adjusted by the National Geodetic Survey in June 1991..
 FD1197
 FD1197.The geoid height was determined by GEOID03.
 FD1197
 FD1197.The dynamic height is computed by dividing the NAVD 88
 FD1197.geopotential number by the normal gravity value computed on the
 FD1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1197.degrees latitude (g = 980.6199 gals.).
 FD1197
 FD1197.The modeled gravity was interpolated from observed gravity values.
 FD1197
 FD1197;                    North         East    Units  Estimated Accuracy
 FD1197;SPC TN       -   145,100.      431,120.      MT  (+/- 180 meters Scaled)
 FD1197
 FD1197                          SUPERSEDED SURVEY CONTROL
 FD1197
 FD1197  NGVD 29 (??/??/92)  210.876  (m)          691.85   (f) ADJ UNCH    1 2
 FD1197
 FD1197.Superseded values are not recommended for survey control.
 FD1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1197.See file dsdata.txt to determine how the superseded data were derived.
 FD1197
 FD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE217428(NAD 83)
 FD1197_MARKER: DB = BENCH MARK DISK
 FD1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1197_SP_SET: CULVERT
 FD1197_STAMPING: Y 175 1949
 FD1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1197
 FD1197  HISTORY     - Date     Condition        Report By
 FD1197  HISTORY     - 1949     MONUMENTED       CGS
 FD1197
 FD1197                          STATION DESCRIPTION
 FD1197
 FD1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1197'1.8 MI W FROM LINDEN.
 FD1197'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1197'COURT HOUSE AT LINDEN, SET IN THE TOP OF THE WEST END OF THE
 FD1197'NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 14.5 FEET NORTH
 FD1197'OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1238 ***********************************************************************
 FD1238  DESIGNATION -  Y 176
 FD1238  PID         -  FD1238
 FD1238  STATE/COUNTY-  TN/LEWIS
 FD1238  USGS QUAD   -  HOHENWALD (1991)
 FD1238
 FD1238                         *CURRENT SURVEY CONTROL
 FD1238  ___________________________________________________________________
 FD1238* NAD 83(1986)-  35 31 37.     (N)    087 35 15.     (W)     SCALED    
 FD1238* NAVD 88     -       296.497  (meters)     972.76   (feet)  ADJUSTED  
 FD1238  ___________________________________________________________________
 FD1238  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1238  DYNAMIC HT  -         296.222 (meters)     971.86  (feet)  COMP
 FD1238  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FD1238
 FD1238  VERT ORDER  -  FIRST     CLASS II
 FD1238
 FD1238.The horizontal coordinates were scaled from a topographic map and have
 FD1238.an estimated accuracy of +/- 6 seconds.
 FD1238
 FD1238.The orthometric height was determined by differential leveling
 FD1238.and adjusted by the National Geodetic Survey in June 1991..
 FD1238
 FD1238.The geoid height was determined by GEOID03.
 FD1238
 FD1238.The dynamic height is computed by dividing the NAVD 88
 FD1238.geopotential number by the normal gravity value computed on the
 FD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1238.degrees latitude (g = 980.6199 gals.).
 FD1238
 FD1238.The modeled gravity was interpolated from observed gravity values.
 FD1238
 FD1238;                    North         East    Units  Estimated Accuracy
 FD1238;SPC TN       -   133,600.      456,030.      MT  (+/- 180 meters Scaled)
 FD1238
 FD1238                          SUPERSEDED SURVEY CONTROL
 FD1238
 FD1238  NGVD 29 (??/??/92)  296.475  (m)          972.69   (f) ADJ UNCH    1 2
 FD1238
 FD1238.Superseded values are not recommended for survey control.
 FD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1238.See file dsdata.txt to determine how the superseded data were derived.
 FD1238
 FD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE467316(NAD 83)
 FD1238_MARKER: DB = BENCH MARK DISK
 FD1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1238_STAMPING: Y 176 1949
 FD1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1238+STABILITY: SURFACE MOTION
 FD1238
 FD1238  HISTORY     - Date     Condition        Report By
 FD1238  HISTORY     - 1949     MONUMENTED       CGS
 FD1238  HISTORY     - 1953     GOOD             NGS
 FD1238
 FD1238                          STATION DESCRIPTION
 FD1238
 FD1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1238'2.7 MI SW FROM HOHENWALD.
 FD1238'2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE FIRST
 FD1238'NATIONAL BANK AT HOHENWALD, LEWIS COUNTY, 0.7 MILE SOUTHWEST
 FD1238'OF A 120-FOOT CONCRETE BRIDGE OVER A CREEK, AT THE TOP OF A GRADE
 FD1238'AND THE JUNCTION OF A TRAIL LEADING NORTH, 100.5 FEET
 FD1238'WEST-SOUTHWEST OF THE NORTHWEST POLE OF A HILLTOP POWER-LINE
 FD1238'DOUBLE POLE, 61 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1238'18 FEET WEST OF THE CENTERLINE OF THE TRAIL, 2 FEET NORTHEAST
 FD1238'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY AND
 FD1238'TRAIL.  A STANDARD DISK, STAMPED Y 176 1949 AND SET IN THE TOP
 FD1238'OF A CONCRETE POST PROJECTING 3 IN ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0174 ***********************************************************************
 GD0174  DESIGNATION -  Y 177
 GD0174  PID         -  GD0174
 GD0174  STATE/COUNTY-  TN/HENRY
 GD0174  USGS QUAD   -  OSAGE (1985)
 GD0174
 GD0174                         *CURRENT SURVEY CONTROL
 GD0174  ___________________________________________________________________
 GD0174* NAD 83(1986)-  36 17 23.     (N)    088 28 22.     (W)     SCALED    
 GD0174* NAVD 88     -       129.234  (meters)     424.00   (feet)  ADJUSTED  
 GD0174  ___________________________________________________________________
 GD0174  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0174  DYNAMIC HT  -         129.127 (meters)     423.64  (feet)  COMP
 GD0174  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GD0174
 GD0174  VERT ORDER  -  FIRST     CLASS II
 GD0174
 GD0174.The horizontal coordinates were scaled from a topographic map and have
 GD0174.an estimated accuracy of +/- 6 seconds.
 GD0174
 GD0174.The orthometric height was determined by differential leveling
 GD0174.and adjusted by the National Geodetic Survey in June 1991..
 GD0174
 GD0174.The geoid height was determined by GEOID03.
 GD0174
 GD0174.The dynamic height is computed by dividing the NAVD 88
 GD0174.geopotential number by the normal gravity value computed on the
 GD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0174.degrees latitude (g = 980.6199 gals.).
 GD0174
 GD0174.The modeled gravity was interpolated from observed gravity values.
 GD0174
 GD0174;                    North         East    Units  Estimated Accuracy
 GD0174;SPC TN       -   219,870.      377,890.      MT  (+/- 180 meters Scaled)
 GD0174
 GD0174                          SUPERSEDED SURVEY CONTROL
 GD0174
 GD0174  NGVD 29 (??/??/??)  129.270  (m)          424.11   (f) ADJUSTED    1 2
 GD0174
 GD0174.Superseded values are not recommended for survey control.
 GD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0174.See file dsdata.txt to determine how the superseded data were derived.
 GD0174
 GD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF677170(NAD 83)
 GD0174_MARKER: DB = BENCH MARK DISK
 GD0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0174_STAMPING: Y 177 1949
 GD0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0174+STABILITY: SURFACE MOTION
 GD0174
 GD0174  HISTORY     - Date     Condition        Report By
 GD0174  HISTORY     - 1949     MONUMENTED       CGS
 GD0174  HISTORY     - 1968     GOOD             CGS
 GD0174  HISTORY     - 1971     GOOD             NGS
 GD0174
 GD0174                          STATION DESCRIPTION
 GD0174
 GD0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0174'2.1 MI E FROM COMO.
 GD0174'THE MARK IS ABOUT 2.1 MILES EAST ALONG STATE ROUTE 54 FROM THE
 GD0174'MAIN CROSSROAD IN COMO, ABOUT 8.3 MILES WEST ALONG STATE ROUTE
 GD0174'54 FROM THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE
 GD0174'SQUARE IN PARIS, AND ABOUT 0.25 OF A MILE EAST OF A BRIDGE.
 GD0174'IT IS 88 FEET WEST OF A SOUTHEAST FENCE CORNER POST, 85 FEET
 GD0174'NORTH-NORTHEAST AND ACROSS STATE ROUTE 54 FROM A POWERLINE
 GD0174'TRANSFORMER POLE, 58 FEET WEST-NORTHWEST OF THE CENTER OF A
 GD0174'16-INCH CONCRETE CULVERT UNDER THE HIGHWAY, 53.5 FEET EAST OF A
 GD0174'GUYED UTILITY POLE, 39 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD0174'STATE ROUTE 54, 21 FEET SOUTH OF A FENCE, AND 0.9 OF A FOOT SOUTH
 GD0174'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD0174'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 1 INCH
 GD0174'BELOW THE SWARD, AND THE DISK IS STAMPED Y 177 1949.
 GD0174'NOTE-- MONUMENT FLUSH WITH GROUND.  C AND GS POST AND SIGN AND
 GD0174'MONUMENT.
 GD0174
 GD0174                          STATION RECOVERY (1971)
 GD0174
 GD0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0224 ***********************************************************************
 FD0224  DESIGNATION -  Y 178
 FD0224  PID         -  FD0224
 FD0224  STATE/COUNTY-  TN/FRANKLIN
 FD0224  USGS QUAD   -  WINCHESTER (1971)
 FD0224
 FD0224                         *CURRENT SURVEY CONTROL
 FD0224  ___________________________________________________________________
 FD0224* NAD 83(1986)-  35 09 56.     (N)    086 03 14.     (W)     SCALED    
 FD0224* NAVD 88     -       291.624  (meters)     956.77   (feet)  ADJUSTED  
 FD0224  ___________________________________________________________________
 FD0224  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0224  DYNAMIC HT  -         291.335 (meters)     955.82  (feet)  COMP
 FD0224  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FD0224
 FD0224  VERT ORDER  -  FIRST     CLASS II
 FD0224
 FD0224.The horizontal coordinates were scaled from a topographic map and have
 FD0224.an estimated accuracy of +/- 6 seconds.
 FD0224
 FD0224.The orthometric height was determined by differential leveling
 FD0224.and adjusted by the National Geodetic Survey in June 1991..
 FD0224
 FD0224.The geoid height was determined by GEOID03.
 FD0224
 FD0224.The dynamic height is computed by dividing the NAVD 88
 FD0224.geopotential number by the normal gravity value computed on the
 FD0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0224.degrees latitude (g = 980.6199 gals.).
 FD0224
 FD0224.The modeled gravity was interpolated from observed gravity values.
 FD0224
 FD0224;                    North         East    Units  Estimated Accuracy
 FD0224;SPC TN       -    92,340.      595,090.      MT  (+/- 180 meters Scaled)
 FD0224
 FD0224                          SUPERSEDED SURVEY CONTROL
 FD0224
 FD0224  NGVD 29 (??/??/92)  291.593  (m)          956.67   (f) ADJ UNCH    1 2
 FD0224
 FD0224.Superseded values are not recommended for survey control.
 FD0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0224.See file dsdata.txt to determine how the superseded data were derived.
 FD0224
 FD0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED861918(NAD 83)
 FD0224_MARKER: DB = BENCH MARK DISK
 FD0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0224_SP_SET: BRIDGE
 FD0224_STAMPING: Y 178 1949
 FD0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0224
 FD0224  HISTORY     - Date     Condition        Report By
 FD0224  HISTORY     - 1949     MONUMENTED       CGS
 FD0224  HISTORY     - 1963     GOOD             TVA
 FD0224
 FD0224                          STATION DESCRIPTION
 FD0224
 FD0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0224'3.6 MI SE FROM WINCHESTER.
 FD0224'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0224'AT WINCHESTER, ABOUT 0.2 MILE EAST OF A CROSS ROAD, SET IN THE
 FD0224'TOP OF THE NORTHWEST CORNER AT THE WEST END OF THE CONCRETE
 FD0224'CURBING FOR SOUTH BANISTER OF AN 8-FOOT CONCRETE BRIDGE 15.8
 FD0224'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 FD0224'HIGHWAY.
 FD0224
 FD0224                          STATION RECOVERY (1963)
 FD0224
 FD0224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1963
 FD0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0337 ***********************************************************************
 FD0337  DESIGNATION -  Y 179
 FD0337  PID         -  FD0337
 FD0337  STATE/COUNTY-  TN/LINCOLN
 FD0337  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0337
 FD0337                         *CURRENT SURVEY CONTROL
 FD0337  ___________________________________________________________________
 FD0337* NAD 83(1986)-  35 11 00.     (N)    086 35 04.     (W)     SCALED    
 FD0337* NAVD 88     -       212.816  (meters)     698.21   (feet)  ADJUSTED  
 FD0337  ___________________________________________________________________
 FD0337  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0337  DYNAMIC HT  -         212.619 (meters)     697.57  (feet)  COMP
 FD0337  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FD0337
 FD0337  VERT ORDER  -  FIRST     CLASS II
 FD0337
 FD0337.The horizontal coordinates were scaled from a topographic map and have
 FD0337.an estimated accuracy of +/- 6 seconds.
 FD0337
 FD0337.The orthometric height was determined by differential leveling
 FD0337.and adjusted by the National Geodetic Survey in June 1991..
 FD0337
 FD0337.The geoid height was determined by GEOID03.
 FD0337
 FD0337.The dynamic height is computed by dividing the NAVD 88
 FD0337.geopotential number by the normal gravity value computed on the
 FD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0337.degrees latitude (g = 980.6199 gals.).
 FD0337
 FD0337.The modeled gravity was interpolated from observed gravity values.
 FD0337
 FD0337;                    North         East    Units  Estimated Accuracy
 FD0337;SPC TN       -    94,470.      546,770.      MT  (+/- 180 meters Scaled)
 FD0337
 FD0337                          SUPERSEDED SURVEY CONTROL
 FD0337
 FD0337  NGVD 29 (??/??/92)  212.797  (m)          698.15   (f) ADJ UNCH    1 2
 FD0337
 FD0337.Superseded values are not recommended for survey control.
 FD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0337.See file dsdata.txt to determine how the superseded data were derived.
 FD0337
 FD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED378934(NAD 83)
 FD0337_MARKER: DB = BENCH MARK DISK
 FD0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0337_STAMPING: Y 179 1949
 FD0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0337+STABILITY: SURFACE MOTION
 FD0337
 FD0337  HISTORY     - Date     Condition        Report By
 FD0337  HISTORY     - 1949     MONUMENTED       CGS
 FD0337
 FD0337                          STATION DESCRIPTION
 FD0337
 FD0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0337'3.7 MI NW FROM FAYETTEVILLE.
 FD0337'2.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0337'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0337'FAYETTEVILLE, THENCE 0.85 MILE SOUTHWEST ALONG GRAVEL ROADS TO
 FD0337'THE JUNCTION OF STATE HIGHWAY 50 AND THE WILKS AIRPORT, AT THE
 FD0337'NORTHEAST CORNER OF THE AIRPORT, 194 1/2 FEET NORTH OF THE
 FD0337'NORTHWEST CORNER OF THE STONE HANGAR BUILDING, 106 1/2 FEET
 FD0337'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING, 29
 FD0337'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 3 1/2 FEET
 FD0337'WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 FD0337'POST, ABOUT LEVEL WITH THE ROAD WEST AND SET IN THE TOP OF A
 FD0337'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0235 ***********************************************************************
 GD0235  DESIGNATION -  Y 18
 GD0235  PID         -  GD0235
 GD0235  STATE/COUNTY-  TN/CARROLL
 GD0235  USGS QUAD   -  VALE (1985)
 GD0235
 GD0235                         *CURRENT SURVEY CONTROL
 GD0235  ___________________________________________________________________
 GD0235* NAD 83(1986)-  36 02 07.     (N)    088 15 41.     (W)     SCALED    
 GD0235* NAVD 88     -       127.135  (meters)     417.11   (feet)  ADJUSTED  
 GD0235  ___________________________________________________________________
 GD0235  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0235  DYNAMIC HT  -         127.026 (meters)     416.75  (feet)  COMP
 GD0235  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GD0235
 GD0235  VERT ORDER  -  FIRST     CLASS II
 GD0235
 GD0235.The horizontal coordinates were scaled from a topographic map and have
 GD0235.an estimated accuracy of +/- 6 seconds.
 GD0235
 GD0235.The orthometric height was determined by differential leveling
 GD0235.and adjusted by the National Geodetic Survey in June 1991..
 GD0235.WARNING-Repeat measurements at this control monument indicate possible
 GD0235.vertical movement.
 GD0235
 GD0235.The geoid height was determined by GEOID03.
 GD0235
 GD0235.The dynamic height is computed by dividing the NAVD 88
 GD0235.geopotential number by the normal gravity value computed on the
 GD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0235.degrees latitude (g = 980.6199 gals.).
 GD0235
 GD0235.The modeled gravity was interpolated from observed gravity values.
 GD0235
 GD0235;                    North         East    Units  Estimated Accuracy
 GD0235;SPC TN       -   191,180.      396,220.      MT  (+/- 180 meters Scaled)
 GD0235
 GD0235                          SUPERSEDED SURVEY CONTROL
 GD0235
 GD0235  NGVD 29 (??/??/??)  127.161  (m)          417.19   (f) ADJUSTED    1 2
 GD0235
 GD0235.Superseded values are not recommended for survey control.
 GD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0235.See file dsdata.txt to determine how the superseded data were derived.
 GD0235
 GD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE863885(NAD 83)
 GD0235_MARKER: DB = BENCH MARK DISK
 GD0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0235_STAMPING: Y 18 1934 417.384
 GD0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0235+STABILITY: SURFACE MOTION
 GD0235
 GD0235  HISTORY     - Date     Condition        Report By
 GD0235  HISTORY     - 1934     MONUMENTED       CGS
 GD0235  HISTORY     - 1969     GOOD             CGS
 GD0235  HISTORY     - 1971     GOOD             NGS
 GD0235
 GD0235                          STATION DESCRIPTION
 GD0235
 GD0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0235'1 MI SW FROM BRUCETON.
 GD0235'THE MARK IS ABOUT 1.0 MILE SOUTHWEST ALONG THE MEMPHIS TO NASHVILLE
 GD0235'BRANCH OF THE OLD NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD.
 GD0235'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS ABOUT
 GD0235'7 POLES WEST OF RAILROAD BRIDGE NO. 95.3, 245 FEET WEST OF
 GD0235'TELEGRAPH POLE 95-25, 107 FEET NORTHWEST OF A 24-INCH SYCAMORE
 GD0235'TREE NEAR A SMALL WHITE BUILDING, 88 FEET WEST OF A WHISTLE SIGN,
 GD0235'64 FEET NORTH OF AN 18-INCH SASSAFRAS TREE, 34.5 FEET SOUTH OF
 GD0235'THE SOUTH RAIL OF THE RAILROAD, 22 FEET SOUTH OF A WHISTLE SIGN,
 GD0235'AND 0.7 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GD0235'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0235'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED Y 18 1934
 GD0235'417.384.  NOTE-- POST AND SIGN AT MONUMENT.
 GD0235
 GD0235                          STATION RECOVERY (1971)
 GD0235
 GD0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0303 ***********************************************************************
 FD0303  DESIGNATION -  Y 180
 FD0303  PID         -  FD0303
 FD0303  STATE/COUNTY-  TN/MARSHALL
 FD0303  USGS QUAD   -  LEWISBURG (1981)
 FD0303
 FD0303                         *CURRENT SURVEY CONTROL
 FD0303  ___________________________________________________________________
 FD0303* NAD 83(1986)-  35 26 28.     (N)    086 46 57.     (W)     SCALED    
 FD0303* NAVD 88     -       229.006  (meters)     751.33   (feet)  ADJUSTED  
 FD0303  ___________________________________________________________________
 FD0303  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0303  DYNAMIC HT  -         228.799 (meters)     750.65  (feet)  COMP
 FD0303  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 FD0303
 FD0303  VERT ORDER  -  FIRST     CLASS II
 FD0303
 FD0303.The horizontal coordinates were scaled from a topographic map and have
 FD0303.an estimated accuracy of +/- 6 seconds.
 FD0303
 FD0303.The orthometric height was determined by differential leveling
 FD0303.and adjusted by the National Geodetic Survey in June 1991..
 FD0303
 FD0303.The geoid height was determined by GEOID03.
 FD0303
 FD0303.The dynamic height is computed by dividing the NAVD 88
 FD0303.geopotential number by the normal gravity value computed on the
 FD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0303.degrees latitude (g = 980.6199 gals.).
 FD0303
 FD0303.The modeled gravity was interpolated from observed gravity values.
 FD0303
 FD0303;                    North         East    Units  Estimated Accuracy
 FD0303;SPC TN       -   123,190.      528,960.      MT  (+/- 180 meters Scaled)
 FD0303
 FD0303                          SUPERSEDED SURVEY CONTROL
 FD0303
 FD0303  NGVD 29 (??/??/92)  228.983  (m)          751.26   (f) ADJ UNCH    1 2
 FD0303
 FD0303.Superseded values are not recommended for survey control.
 FD0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0303.See file dsdata.txt to determine how the superseded data were derived.
 FD0303
 FD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE197219(NAD 83)
 FD0303_MARKER: DB = BENCH MARK DISK
 FD0303_SETTING: 66 = SET IN ROCK OUTCROP
 FD0303_SP_SET: SET IN ROCK OUTCROP
 FD0303_STAMPING: Y 180 1949
 FD0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0303+STABILITY: POSITION/ELEVATION WELL
 FD0303
 FD0303  HISTORY     - Date     Condition        Report By
 FD0303  HISTORY     - 1949     MONUMENTED       CGS
 FD0303
 FD0303                          STATION DESCRIPTION
 FD0303
 FD0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0303'0.8 MI SE FROM LEWISBURG.
 FD0303'0.85 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0303'LOUIS RAILWAY FROM THE STATION AT LEWISBURG, AT THE LEWISBURG
 FD0303'AIRPORT, 443 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD0303'HANGAR, SET IN THE TOP OF AN OUTCROPPING OF ROCK ABOUT 5 BY 6-FEET,
 FD0303'153.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 FD0303'BLOCK BUILDING OCCUPIED BY TROFEE DAIRY, 112 FEET WEST OF
 FD0303'TELEPHONE POLE 66/5, 74 1/2 FEET SOUTHWEST OF A SEWER LINE
 FD0303'MAN HOLE, AND 92 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1402 ***********************************************************************
 GC1402  DESIGNATION -  Y 181
 GC1402  PID         -  GC1402
 GC1402  STATE/COUNTY-  TN/CHEATHAM
 GC1402  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1402
 GC1402                         *CURRENT SURVEY CONTROL
 GC1402  ___________________________________________________________________
 GC1402* NAD 83(1986)-  36 19 51.     (N)    087 13 10.     (W)     SCALED    
 GC1402* NAVD 88     -       124.172  (meters)     407.39   (feet)  ADJUSTED  
 GC1402  ___________________________________________________________________
 GC1402  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC1402  DYNAMIC HT  -         124.069 (meters)     407.05  (feet)  COMP
 GC1402  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 GC1402
 GC1402  VERT ORDER  -  FIRST     CLASS II
 GC1402
 GC1402.The horizontal coordinates were scaled from a topographic map and have
 GC1402.an estimated accuracy of +/- 6 seconds.
 GC1402
 GC1402.The orthometric height was determined by differential leveling
 GC1402.and adjusted by the National Geodetic Survey in June 1991..
 GC1402
 GC1402.The geoid height was determined by GEOID03.
 GC1402
 GC1402.The dynamic height is computed by dividing the NAVD 88
 GC1402.geopotential number by the normal gravity value computed on the
 GC1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1402.degrees latitude (g = 980.6199 gals.).
 GC1402
 GC1402.The modeled gravity was interpolated from observed gravity values.
 GC1402
 GC1402;                    North         East    Units  Estimated Accuracy
 GC1402;SPC TN       -   222,310.      490,520.      MT  (+/- 180 meters Scaled)
 GC1402
 GC1402                          SUPERSEDED SURVEY CONTROL
 GC1402
 GC1402  NGVD 29 (??/??/92)  124.231  (m)          407.58   (f) ADJ UNCH    1 2
 GC1402
 GC1402.Superseded values are not recommended for survey control.
 GC1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1402.See file dsdata.txt to determine how the superseded data were derived.
 GC1402
 GC1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF803206(NAD 83)
 GC1402_MARKER: DB = BENCH MARK DISK
 GC1402_SETTING: 66 = SET IN ROCK OUTCROP
 GC1402_SP_SET: ROCK LEDGE
 GC1402_STAMPING: Y 181 1949
 GC1402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1402+STABILITY: POSITION/ELEVATION WELL
 GC1402
 GC1402  HISTORY     - Date     Condition        Report By
 GC1402  HISTORY     - 1949     MONUMENTED       CGS
 GC1402  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1402
 GC1402                          STATION DESCRIPTION
 GC1402
 GC1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1402'9.6 MI NW FROM ASHLAND CITY.
 GC1402'9.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1402'THE STATION AT ASHLAND CITY, ABOUT 0.95 MILE SOUTHEAST OF THE
 GC1402'STATION SIGN AT DODDSVILLE, 178 FEET NORTHWEST OF THE NORTHWEST
 GC1402'CORNER OF 13-FOOT TRESTLE NO. 38-65 OVER A FIELD ROAD, 12.5
 GC1402'FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET NORTHWEST OF A
 GC1402'WHISTLE SIGN, 62.5 FEET NORTHWEST OF THE SOUTHEAST END OF A
 GC1402'ROCKY CUT, AND SET IN THE TOP OF A NARROW TRIANGULAR ROCK LEDGE
 GC1402'AND ABOUT 0.3 FOOT SOUTHWEST OF THE SOUTHWEST FACE OF THE
 GC1402'UPPER PART OF THE ROCK AND ABOUT 2 FEET ABOVE THE TRACK.
 GC1402
 GC1402                          STATION RECOVERY (1984)
 GC1402
 GC1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1402'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1126 ***********************************************************************
 GC1126  DESIGNATION -  Y 182
 GC1126  PID         -  GC1126
 GC1126  STATE/COUNTY-  TN/MONTGOMERY
 GC1126  USGS QUAD   -  CLARKSVILLE (1984)
 GC1126
 GC1126                         *CURRENT SURVEY CONTROL
 GC1126  ___________________________________________________________________
 GC1126* NAD 83(1986)-  36 34 38.     (N)    087 22 24.     (W)     SCALED    
 GC1126* NAVD 88     -       157.222  (meters)     515.82   (feet)  ADJUSTED  
 GC1126  ___________________________________________________________________
 GC1126  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1126  DYNAMIC HT  -         157.092 (meters)     515.39  (feet)  COMP
 GC1126  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GC1126
 GC1126  VERT ORDER  -  FIRST     CLASS II
 GC1126
 GC1126.The horizontal coordinates were scaled from a topographic map and have
 GC1126.an estimated accuracy of +/- 6 seconds.
 GC1126
 GC1126.The orthometric height was determined by differential leveling
 GC1126.and adjusted by the National Geodetic Survey in June 1991..
 GC1126
 GC1126.The geoid height was determined by GEOID03.
 GC1126
 GC1126.The dynamic height is computed by dividing the NAVD 88
 GC1126.geopotential number by the normal gravity value computed on the
 GC1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1126.degrees latitude (g = 980.6199 gals.).
 GC1126
 GC1126.The modeled gravity was interpolated from observed gravity values.
 GC1126
 GC1126;                    North         East    Units  Estimated Accuracy
 GC1126;SPC TN       -   249,830.      477,080.      MT  (+/- 180 meters Scaled)
 GC1126
 GC1126                          SUPERSEDED SURVEY CONTROL
 GC1126
 GC1126  NGVD 29 (??/??/92)  157.283  (m)          516.02   (f) ADJ UNCH    1 2
 GC1126
 GC1126.Superseded values are not recommended for survey control.
 GC1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1126.See file dsdata.txt to determine how the superseded data were derived.
 GC1126
 GC1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF665480(NAD 83)
 GC1126_MARKER: DB = BENCH MARK DISK
 GC1126_SETTING: 66 = SET IN ROCK OUTCROP
 GC1126_SP_SET: ROCK CUT
 GC1126_STAMPING: Y 182 1949
 GC1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1126+STABILITY: POSITION/ELEVATION WELL
 GC1126
 GC1126  HISTORY     - Date     Condition        Report By
 GC1126  HISTORY     - 1949     MONUMENTED       CGS
 GC1126
 GC1126                          STATION DESCRIPTION
 GC1126
 GC1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1126'5.7 MI N FROM CLARKSVILLE.
 GC1126'5.7 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1126'STATION AT CLARKSVILLE, 324 YARDS NORTHEAST OF MILE POST H 62,
 GC1126'125.5 FEET SOUTHWEST OF A WHISTLE POST, AT THE NORTHEAST END
 GC1126'OF A CUT, 18 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHEST
 GC1126'ROCK (ABOUT 6-FEET) IN CUT, 9.8 FEET NORTHWEST OF THE NORTHWEST
 GC1126'RAIL, SET IN THE TOP OF THE SECOND ROCK FROM THE NORTHEAST END
 GC1126'OF THE ROCKY PART OF CUT (ROCK IS FLAT AND IN A ROUGH STAR SHAPE),
 GC1126'AND ABOUT 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0376 ***********************************************************************
 EE0376  DESIGNATION -  Y 183
 EE0376  PID         -  EE0376
 EE0376  STATE/COUNTY-  TN/HAMILTON
 EE0376  USGS QUAD   -  HOOKER (1982)
 EE0376
 EE0376                         *CURRENT SURVEY CONTROL
 EE0376  ___________________________________________________________________
 EE0376* NAD 83(1986)-  34 59 48.     (N)    085 23 26.     (W)     SCALED    
 EE0376* NAVD 88     -       217.384  (meters)     713.20   (feet)  ADJUSTED  
 EE0376  ___________________________________________________________________
 EE0376  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0376  DYNAMIC HT  -         217.168 (meters)     712.49  (feet)  COMP
 EE0376  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 EE0376
 EE0376  VERT ORDER  -  FIRST     CLASS II
 EE0376
 EE0376.The horizontal coordinates were scaled from a topographic map and have
 EE0376.an estimated accuracy of +/- 6 seconds.
 EE0376
 EE0376.The orthometric height was determined by differential leveling
 EE0376.and adjusted by the National Geodetic Survey in June 1991..
 EE0376
 EE0376.The geoid height was determined by GEOID03.
 EE0376
 EE0376.The dynamic height is computed by dividing the NAVD 88
 EE0376.geopotential number by the normal gravity value computed on the
 EE0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0376.degrees latitude (g = 980.6199 gals.).
 EE0376
 EE0376.The modeled gravity was interpolated from observed gravity values.
 EE0376
 EE0376;                    North         East    Units  Estimated Accuracy
 EE0376;SPC TN       -    73,770.      655,640.      MT  (+/- 180 meters Scaled)
 EE0376
 EE0376                          SUPERSEDED SURVEY CONTROL
 EE0376
 EE0376  NGVD 29 (??/??/92)  217.401  (m)          713.26   (f) ADJ UNCH    1 2
 EE0376
 EE0376.Superseded values are not recommended for survey control.
 EE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0376.See file dsdata.txt to determine how the superseded data were derived.
 EE0376
 EE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD468738(NAD 83)
 EE0376_MARKER: DB = BENCH MARK DISK
 EE0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0376_SP_SET: ABUTMENT
 EE0376_STAMPING: Y 183 1950
 EE0376_MARK LOGO: CGS   
 EE0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0376
 EE0376  HISTORY     - Date     Condition        Report By
 EE0376  HISTORY     - 1950     MONUMENTED       CGS
 EE0376  HISTORY     - 1962     GOOD             NGS
 EE0376  HISTORY     - 1983     GOOD             NGS
 EE0376
 EE0376                          STATION DESCRIPTION
 EE0376
 EE0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE0376'1.2 MI SW FROM WAUHATCHIE.
 EE0376'1.15 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 EE0376'ST. LOUIS RAILWAY FROM THE CONTROL TOWER AT WAUHATCHIE, AT
 EE0376'POLE NO. 144/15, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 EE0376'ABUTMENT OF THE OVERPASS OVER U.S. HIGHWAY 11, 6 FEET NORTHWEST
 EE0376'OF THE NORTHWEST RAIL OF THE SOUTHWEST BOUND TRACK AND ABOUT
 EE0376'1-1/2 FEET BELOW THE TRACK.
 EE0376
 EE0376                          STATION RECOVERY (1983)
 EE0376
 EE0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1086 ***********************************************************************
 FC1086  DESIGNATION -  Y 184
 FC1086  PID         -  FC1086
 FC1086  STATE/COUNTY-  TN/HAMILTON
 FC1086  USGS QUAD   -  SODDY (1972)
 FC1086
 FC1086                         *CURRENT SURVEY CONTROL
 FC1086  ___________________________________________________________________
 FC1086* NAD 83(1986)-  35 18 05.     (N)    085 10 00.     (W)     SCALED    
 FC1086* NAVD 88     -       229.389  (meters)     752.59   (feet)  ADJUSTED  
 FC1086  ___________________________________________________________________
 FC1086  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1086  DYNAMIC HT  -         229.160 (meters)     751.84  (feet)  COMP
 FC1086  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 FC1086
 FC1086  VERT ORDER  -  FIRST     CLASS II
 FC1086
 FC1086.The horizontal coordinates were scaled from a topographic map and have
 FC1086.an estimated accuracy of +/- 6 seconds.
 FC1086
 FC1086.The orthometric height was determined by differential leveling
 FC1086.and adjusted by the National Geodetic Survey in June 1991..
 FC1086
 FC1086.The geoid height was determined by GEOID03.
 FC1086
 FC1086.The dynamic height is computed by dividing the NAVD 88
 FC1086.geopotential number by the normal gravity value computed on the
 FC1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1086.degrees latitude (g = 980.6199 gals.).
 FC1086
 FC1086.The modeled gravity was interpolated from observed gravity values.
 FC1086
 FC1086;                    North         East    Units  Estimated Accuracy
 FC1086;SPC TN       -   107,730.      675,790.      MT  (+/- 180 meters Scaled)
 FC1086
 FC1086                          SUPERSEDED SURVEY CONTROL
 FC1086
 FC1086  NGVD 29 (??/??/92)  229.433  (m)          752.73   (f) ADJ UNCH    1 2
 FC1086
 FC1086.Superseded values are not recommended for survey control.
 FC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1086.See file dsdata.txt to determine how the superseded data were derived.
 FC1086
 FC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE666080(NAD 83)
 FC1086_MARKER: DB = BENCH MARK DISK
 FC1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1086_SP_SET: BRIDGE
 FC1086_STAMPING: Y 184 1950
 FC1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1086+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 FC1086
 FC1086  HISTORY     - Date     Condition        Report By
 FC1086  HISTORY     - 1950     MONUMENTED       CGS
 FC1086  HISTORY     - 1972     GOOD             TVA
 FC1086  HISTORY     - 20060129 GOOD             USPSQD
 FC1086
 FC1086                          STATION DESCRIPTION
 FC1086
 FC1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1086'0.8 MI N FROM SODDY.
 FC1086'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM RATHBURN
 FC1086'STATION IN SODDY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 FC1086'BRIDGE SEAT OF RAILWAY BRIDGE NO. 316.2 OVER BIG SODDY CREEK, 15
 FC1086'FEET EAST OF THE EAST RAIL, 1.8 FEET SOUTH OF THE NORTH FACE OF
 FC1086'THE ABUTMENT AND ABOUT 7 FEET BELOW THE TOP OF RAIL.
 FC1086
 FC1086                          STATION RECOVERY (1972)
 FC1086
 FC1086'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1086'RECOVERED IN GOOD CONDITION.
 FC1086
 FC1086                          STATION RECOVERY (2006)
 FC1086
 FC1086'RECOVERY NOTE BY US POWER SQUADRON 2006 (DG)
 FC1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0063 ***********************************************************************
 FD0063  DESIGNATION -  Y 185
 FD0063  PID         -  FD0063
 FD0063  STATE/COUNTY-  TN/RUTHERFORD
 FD0063  USGS QUAD   -  DILLTON (1975)
 FD0063
 FD0063                         *CURRENT SURVEY CONTROL
 FD0063  ___________________________________________________________________
 FD0063* NAD 83(1986)-  35 50 37.     (N)    086 22 19.     (W)     SCALED    
 FD0063* NAVD 88     -       188.474  (meters)     618.35   (feet)  ADJUSTED  
 FD0063  ___________________________________________________________________
 FD0063  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0063  DYNAMIC HT  -         188.309 (meters)     617.81  (feet)  COMP
 FD0063  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0063
 FD0063  VERT ORDER  -  FIRST     CLASS II
 FD0063
 FD0063.The horizontal coordinates were scaled from a topographic map and have
 FD0063.an estimated accuracy of +/- 6 seconds.
 FD0063
 FD0063.The orthometric height was determined by differential leveling
 FD0063.and adjusted by the National Geodetic Survey in June 1991..
 FD0063
 FD0063.The geoid height was determined by GEOID03.
 FD0063
 FD0063.The dynamic height is computed by dividing the NAVD 88
 FD0063.geopotential number by the normal gravity value computed on the
 FD0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0063.degrees latitude (g = 980.6199 gals.).
 FD0063
 FD0063.The modeled gravity was interpolated from observed gravity values.
 FD0063
 FD0063;                    North         East    Units  Estimated Accuracy
 FD0063;SPC TN       -   167,630.      566,400.      MT  (+/- 180 meters Scaled)
 FD0063
 FD0063                          SUPERSEDED SURVEY CONTROL
 FD0063
 FD0063  NGVD 29 (??/??/92)  188.484  (m)          618.38   (f) ADJ UNCH    1 2
 FD0063
 FD0063.Superseded values are not recommended for survey control.
 FD0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0063.See file dsdata.txt to determine how the superseded data were derived.
 FD0063
 FD0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE567667(NAD 83)
 FD0063_MARKER: DB = BENCH MARK DISK
 FD0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0063_STAMPING: Y 185 1949
 FD0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0063+STABILITY: SURFACE MOTION
 FD0063
 FD0063  HISTORY     - Date     Condition        Report By
 FD0063  HISTORY     - 1949     MONUMENTED       CGS
 FD0063  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0063
 FD0063                          STATION DESCRIPTION
 FD0063
 FD0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0063'AT MURFREESBORO.
 FD0063'AT MURFREESBORO, ABOUT 1.05 MILES EAST ALONG EAST MAIN STREET
 FD0063'FROM THE COURT HOUSE, AT THE INTERSECTION OF NORTH BOULEVARD,
 FD0063'AT THE SOUTHWEST CORNER OF THE LAWN OF MIDDLE TENNESSEE STATE
 FD0063'TEACHERS COLLEGE, 47 FEET NORTH OF THE CENTER LINE OF EAST
 FD0063'MAIN STREET, 34 FEET EAST OF THE CENTER LINE OF NORTH BOULEVARD,
 FD0063'25 FEET NORTH-NORTHEAST OF THE NORTH END OF A 20-INCH PIPE
 FD0063'CULVERT UNDER EAST MAIN STREET, 1 FOOT WEST OF A LAWN HEDGE
 FD0063'ROW, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FD0063'LEVEL WITH NORTH BOULEVARD AND SET IN THE TOP OF A CONCRETE
 FD0063'POST PROJECTING 1 INCH.
 FD0063
 FD0063                          STATION RECOVERY (2001)
 FD0063
 FD0063'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0002 ***********************************************************************
 FD0002  DESIGNATION -  Y 186
 FD0002  PID         -  FD0002
 FD0002  STATE/COUNTY-  TN/RUTHERFORD
 FD0002  USGS QUAD   -  MURFREESBORO (1983)
 FD0002
 FD0002                         *CURRENT SURVEY CONTROL
 FD0002  ___________________________________________________________________
 FD0002* NAD 83(1986)-  35 49 50.     (N)    086 23 38.     (W)     SCALED    
 FD0002* NAVD 88     -       182.569  (meters)     598.98   (feet)  ADJUSTED  
 FD0002  ___________________________________________________________________
 FD0002  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0002  DYNAMIC HT  -         182.409 (meters)     598.45  (feet)  COMP
 FD0002  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FD0002
 FD0002  VERT ORDER  -  FIRST     CLASS II
 FD0002
 FD0002.The horizontal coordinates were scaled from a topographic map and have
 FD0002.an estimated accuracy of +/- 6 seconds.
 FD0002
 FD0002.The orthometric height was determined by differential leveling
 FD0002.and adjusted by the National Geodetic Survey in June 1991..
 FD0002
 FD0002.The geoid height was determined by GEOID03.
 FD0002
 FD0002.The dynamic height is computed by dividing the NAVD 88
 FD0002.geopotential number by the normal gravity value computed on the
 FD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0002.degrees latitude (g = 980.6199 gals.).
 FD0002
 FD0002.The modeled gravity was interpolated from observed gravity values.
 FD0002
 FD0002;                    North         East    Units  Estimated Accuracy
 FD0002;SPC TN       -   166,190.      564,410.      MT  (+/- 180 meters Scaled)
 FD0002
 FD0002                          SUPERSEDED SURVEY CONTROL
 FD0002
 FD0002  NGVD 29 (??/??/92)  182.580  (m)          599.01   (f) ADJ UNCH    1 2
 FD0002
 FD0002.Superseded values are not recommended for survey control.
 FD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0002.See file dsdata.txt to determine how the superseded data were derived.
 FD0002
 FD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE547653(NAD 83)
 FD0002_MARKER: DB = BENCH MARK DISK
 FD0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0002_SP_SET: PIER
 FD0002_STAMPING: Y 186 1949
 FD0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0002
 FD0002  HISTORY     - Date     Condition        Report By
 FD0002  HISTORY     - 1949     MONUMENTED       CGS
 FD0002
 FD0002                          STATION DESCRIPTION
 FD0002
 FD0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0002'1.2 MI SE FROM MURFREESBORO.
 FD0002'1.2 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0002'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, SET VERTICALLY
 FD0002'IN THE EAST FACE OF THE WEST LEG OF THE 6TH PIER FROM SOUTH
 FD0002'END OF THE OVERPASS OF U.S. HIGHWAY 241 OVER THE TRACKS, 19 1/2
 FD0002'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 2 FEET ABOVE THE
 FD0002'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1137 ***********************************************************************
 GC1137  DESIGNATION -  Y 188
 GC1137  PID         -  GC1137
 GC1137  STATE/COUNTY-  TN/MONTGOMERY
 GC1137  USGS QUAD   -  CLARKSVILLE (1984)
 GC1137
 GC1137                         *CURRENT SURVEY CONTROL
 GC1137  ___________________________________________________________________
 GC1137* NAD 83(1986)-  36 32 38.     (N)    087 20 03.     (W)     SCALED    
 GC1137* NAVD 88     -       130.815  (meters)     429.18   (feet)  ADJUSTED  
 GC1137  ___________________________________________________________________
 GC1137  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1137  DYNAMIC HT  -         130.707 (meters)     428.83  (feet)  COMP
 GC1137  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 GC1137
 GC1137  VERT ORDER  -  FIRST     CLASS II
 GC1137
 GC1137.The horizontal coordinates were scaled from a topographic map and have
 GC1137.an estimated accuracy of +/- 6 seconds.
 GC1137
 GC1137.The orthometric height was determined by differential leveling
 GC1137.and adjusted by the National Geodetic Survey in June 1991..
 GC1137
 GC1137.The geoid height was determined by GEOID03.
 GC1137
 GC1137.The dynamic height is computed by dividing the NAVD 88
 GC1137.geopotential number by the normal gravity value computed on the
 GC1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1137.degrees latitude (g = 980.6199 gals.).
 GC1137
 GC1137.The modeled gravity was interpolated from observed gravity values.
 GC1137
 GC1137;                    North         East    Units  Estimated Accuracy
 GC1137;SPC TN       -   246,080.      480,540.      MT  (+/- 180 meters Scaled)
 GC1137
 GC1137                          SUPERSEDED SURVEY CONTROL
 GC1137
 GC1137  NGVD 29 (??/??/92)  130.887  (m)          429.42   (f) ADJ UNCH    1 2
 GC1137
 GC1137.Superseded values are not recommended for survey control.
 GC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1137.See file dsdata.txt to determine how the superseded data were derived.
 GC1137
 GC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF700443(NAD 83)
 GC1137_MARKER: DB = BENCH MARK DISK
 GC1137_SETTING: 66 = SET IN ROCK OUTCROP
 GC1137_SP_SET: ROCK OUTCROP
 GC1137_STAMPING: Y 188 1949
 GC1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1137+STABILITY: POSITION/ELEVATION WELL
 GC1137
 GC1137  HISTORY     - Date     Condition        Report By
 GC1137  HISTORY     - 1949     MONUMENTED       CGS
 GC1137  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC1137  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1137
 GC1137                          STATION DESCRIPTION
 GC1137
 GC1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1137'1.3 MI NE FROM CLARKSVILLE.
 GC1137'ABOUT 1.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GC1137'RAILROAD FROM THE STATION AT CLARKSVILLE, AT THE NORTHEAST END
 GC1137'OF A LONG BRIDGE AND TRESTLE OVER RED RIVER, 14 RAILS NORTHEAST
 GC1137'OF MILE POST 176, SET IN THE TOP OF A 2-FOOT SQUARE WING OF ROCK
 GC1137'EXTENDING EAST FROM SOLID OUTCROPPING OF ROCK, 21 FEET WEST OF THE
 GC1137'WEST CORNER OF THE NORTHWEST END OF THE NORTHEAST STONE MASONRY
 GC1137'ABUTMENT OF THE BRIDGE, 22 FEET NORTHWEST OF THE NORTHWEST RAIL
 GC1137'AND ABOUT 1 FOOT ABOVE THE TRACK.  NOTE-- THE ROCK OUTCROP IN
 GC1137'WHICH THE MARK WAS PROBABLY SET APPEARS TO HAVE BROKEN OFF.
 GC1137
 GC1137                          STATION RECOVERY (1961)
 GC1137
 GC1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC1137'MARK NOT FOUND.
 GC1137
 GC1137                          STATION RECOVERY (1984)
 GC1137
 GC1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1137'SEARCHED FOR BUT NOT RECOVERED, THE ROCK LOOKS TO HAVE BEEN BROKEN OR
 GC1137'REMOVED AT THE MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0484 ***********************************************************************
 GB0484  DESIGNATION -  Y 189
 GB0484  PID         -  GB0484
 GB0484  STATE/COUNTY-  TN/ANDERSON
 GB0484  USGS QUAD   -  CLINTON (1990)
 GB0484
 GB0484                         *CURRENT SURVEY CONTROL
 GB0484  ___________________________________________________________________
 GB0484* NAD 83(1986)-  36 03 59.     (N)    084 07 53.     (W)     SCALED    
 GB0484* NAVD 88     -       275.153  (meters)     902.73   (feet)  ADJUSTED  
 GB0484  ___________________________________________________________________
 GB0484  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB0484  DYNAMIC HT  -         274.901 (meters)     901.90  (feet)  COMP
 GB0484  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 GB0484
 GB0484  VERT ORDER  -  FIRST     CLASS I
 GB0484
 GB0484.The horizontal coordinates were scaled from a topographic map and have
 GB0484.an estimated accuracy of +/- 6 seconds.
 GB0484
 GB0484.The orthometric height was determined by differential leveling
 GB0484.and adjusted by the National Geodetic Survey in June 1991..
 GB0484
 GB0484.The geoid height was determined by GEOID03.
 GB0484
 GB0484.The dynamic height is computed by dividing the NAVD 88
 GB0484.geopotential number by the normal gravity value computed on the
 GB0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0484.degrees latitude (g = 980.6199 gals.).
 GB0484
 GB0484.The modeled gravity was interpolated from observed gravity values.
 GB0484
 GB0484;                    North         East    Units  Estimated Accuracy
 GB0484;SPC TN       -   193,890.      768,320.      MT  (+/- 180 meters Scaled)
 GB0484
 GB0484                          SUPERSEDED SURVEY CONTROL
 GB0484
 GB0484  NGVD 29 (??/??/92)  275.284  (m)          903.16   (f) ADJ UNCH    1 1
 GB0484
 GB0484.Superseded values are not recommended for survey control.
 GB0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0484.See file dsdata.txt to determine how the superseded data were derived.
 GB0484
 GB0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE583951(NAD 83)
 GB0484_MARKER: DB = BENCH MARK DISK
 GB0484_SETTING: 66 = SET IN ROCK OUTCROP
 GB0484_SP_SET: ROCK CUT
 GB0484_STAMPING: Y 189 1950
 GB0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0484+STABILITY: POSITION/ELEVATION WELL
 GB0484
 GB0484  HISTORY     - Date     Condition        Report By
 GB0484  HISTORY     - 1950     MONUMENTED       CGS
 GB0484  HISTORY     - 1967     GOOD             NGS
 GB0484  HISTORY     - 1973     GOOD             TVA
 GB0484
 GB0484                          STATION DESCRIPTION
 GB0484
 GB0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0484'2.7 MI SE FROM CLINTON.
 GB0484'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0484'STATION AT CLINTON, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 18, SET
 GB0484'VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT THAT IS ABOUT
 GB0484'60 YARDS LONG AND 50 FEET HIGH, 32 FEET NORTHWEST OF THE
 GB0484'SOUTHEAST END OF THE CUT, 6.2 FEET SOUTHWEST OF THE SOUTHWEST
 GB0484'RAIL, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 1 1/2
 GB0484'FEET ABOVE THE LEVEL OF THE TRACK.
 GB0484
 GB0484                          STATION RECOVERY (1973)
 GB0484
 GB0484'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0762 ***********************************************************************
 FE0762  DESIGNATION -  Y 19
 FE0762  PID         -  FE0762
 FE0762  STATE/COUNTY-  TN/MADISON
 FE0762  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0762
 FE0762                         *CURRENT SURVEY CONTROL
 FE0762  ___________________________________________________________________
 FE0762* NAD 83(1986)-  35 36 18.     (N)    088 46 01.     (W)     SCALED    
 FE0762* NAVD 88     -       132.700  (meters)     435.37   (feet)  ADJUSTED  
 FE0762  ___________________________________________________________________
 FE0762  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0762  DYNAMIC HT  -         132.581 (meters)     434.98  (feet)  COMP
 FE0762  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 FE0762
 FE0762  VERT ORDER  -  SECOND    CLASS 0
 FE0762
 FE0762.The horizontal coordinates were scaled from a topographic map and have
 FE0762.an estimated accuracy of +/- 6 seconds.
 FE0762
 FE0762.The orthometric height was determined by differential leveling
 FE0762.and adjusted by the National Geodetic Survey in June 1991..
 FE0762
 FE0762.The geoid height was determined by GEOID03.
 FE0762
 FE0762.The dynamic height is computed by dividing the NAVD 88
 FE0762.geopotential number by the normal gravity value computed on the
 FE0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0762.degrees latitude (g = 980.6199 gals.).
 FE0762
 FE0762.The modeled gravity was interpolated from observed gravity values.
 FE0762
 FE0762;                    North         East    Units  Estimated Accuracy
 FE0762;SPC TN       -   144,630.      349,330.      MT  (+/- 180 meters Scaled)
 FE0762
 FE0762                          SUPERSEDED SURVEY CONTROL
 FE0762
 FE0762  NGVD 29 (??/??/??)  132.732  (m)          435.47   (f) ADJUSTED    2 0
 FE0762
 FE0762.Superseded values are not recommended for survey control.
 FE0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0762.See file dsdata.txt to determine how the superseded data were derived.
 FE0762
 FE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE399415(NAD 83)
 FE0762_MARKER: DB = BENCH MARK DISK
 FE0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0762_STAMPING: 435.567 Y 19 1934
 FE0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0762+STABILITY: SURFACE MOTION
 FE0762
 FE0762  HISTORY     - Date     Condition        Report By
 FE0762  HISTORY     - 1934     MONUMENTED       CGS
 FE0762  HISTORY     - 1936     GOOD             CGS
 FE0762  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0762
 FE0762                          STATION DESCRIPTION
 FE0762
 FE0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FE0762'2.6 MI E FROM JACKSON.
 FE0762'2.6 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0762'RAILWAY FROM JACKSON, MADISON COUNTY, 15 POLES WEST OF A ROAD
 FE0762'CROSSING, 33 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE0762'DISK, STAMPED 435.567 Y 19 1934 AND SET IN THE TOP OF A CONCRETE
 FE0762'POST.
 FE0762
 FE0762                          STATION RECOVERY (2002)
 FE0762
 FE0762'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0762'DESCRIPTION TOO VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0517 ***********************************************************************
 GB0517  DESIGNATION -  Y 190
 GB0517  PID         -  GB0517
 GB0517  STATE/COUNTY-  TN/ANDERSON
 GB0517  USGS QUAD   -  WINDROCK (1975)
 GB0517
 GB0517                         *CURRENT SURVEY CONTROL
 GB0517  ___________________________________________________________________
 GB0517* NAD 83(1986)-  36 02 44.     (N)    084 20 06.     (W)     SCALED    
 GB0517* NAVD 88     -       248.585  (meters)     815.57   (feet)  ADJUSTED  
 GB0517  ___________________________________________________________________
 GB0517  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0517  DYNAMIC HT  -         248.360 (meters)     814.83  (feet)  COMP
 GB0517  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GB0517
 GB0517  VERT ORDER  -  FIRST     CLASS II
 GB0517
 GB0517.The horizontal coordinates were scaled from a topographic map and have
 GB0517.an estimated accuracy of +/- 6 seconds.
 GB0517
 GB0517.The orthometric height was determined by differential leveling
 GB0517.and adjusted by the National Geodetic Survey in June 1991..
 GB0517
 GB0517.The geoid height was determined by GEOID03.
 GB0517
 GB0517.The dynamic height is computed by dividing the NAVD 88
 GB0517.geopotential number by the normal gravity value computed on the
 GB0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0517.degrees latitude (g = 980.6199 gals.).
 GB0517
 GB0517.The modeled gravity was interpolated from observed gravity values.
 GB0517
 GB0517;                    North         East    Units  Estimated Accuracy
 GB0517;SPC TN       -   191,250.      750,020.      MT  (+/- 180 meters Scaled)
 GB0517
 GB0517                          SUPERSEDED SURVEY CONTROL
 GB0517
 GB0517  NGVD 29 (??/??/92)  248.712  (m)          815.98   (f) ADJ UNCH    1 2
 GB0517
 GB0517.Superseded values are not recommended for survey control.
 GB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0517.See file dsdata.txt to determine how the superseded data were derived.
 GB0517
 GB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE400922(NAD 83)
 GB0517_MARKER: DB = BENCH MARK DISK
 GB0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0517_STAMPING: Y 190 1950
 GB0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0517+STABILITY: SURFACE MOTION
 GB0517
 GB0517  HISTORY     - Date     Condition        Report By
 GB0517  HISTORY     - 1950     MONUMENTED       CGS
 GB0517  HISTORY     - 1968     MARK NOT FOUND   TVA
 GB0517
 GB0517                          STATION DESCRIPTION
 GB0517
 GB0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0517'0.6 MI E FROM OLIVER SPRINGS.
 GB0517'ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0517'STATION AT OLIVER SPRINGS, AT A PRIVATE ROAD CROSSING, 150 FEET
 GB0517'WEST OF MILEPOST 35, 50 FEET NORTHEAST OF THE CENTER OF THE
 GB0517'CROSSING, 36 FEET NORTH OF THE NORTH RAIL, 19 FEET EAST OF
 GB0517'THE CENTER LINE OF THE PRIVATE ROAD, 10 FEET SOUTH OF AN 8-INCH
 GB0517'SYCAMORE TREE, 1 1/2 FEET SOUTH OF A T.V.A. STEEL WITNESS POST,
 GB0517'ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 GB0517'POST PROJECTING 3 INCHES.
 GB0517
 GB0517                          STATION RECOVERY (1968)
 GB0517
 GB0517'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 GB0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0882 ***********************************************************************
 GB0882  DESIGNATION -  Y 191
 GB0882  PID         -  GB0882
 GB0882  STATE/COUNTY-  TN/MORGAN
 GB0882  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0882
 GB0882                         *CURRENT SURVEY CONTROL
 GB0882  ___________________________________________________________________
 GB0882* NAD 83(1986)-  36 11 57.     (N)    084 39 49.     (W)     SCALED    
 GB0882* NAVD 88     -       403.265  (meters)    1323.05   (feet)  ADJUSTED  
 GB0882  ___________________________________________________________________
 GB0882  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GB0882  DYNAMIC HT  -         402.908 (meters)    1321.87  (feet)  COMP
 GB0882  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 GB0882
 GB0882  VERT ORDER  -  FIRST     CLASS I
 GB0882
 GB0882.The horizontal coordinates were scaled from a topographic map and have
 GB0882.an estimated accuracy of +/- 6 seconds.
 GB0882
 GB0882.The orthometric height was determined by differential leveling
 GB0882.and adjusted by the National Geodetic Survey in June 1991..
 GB0882
 GB0882.The geoid height was determined by GEOID03.
 GB0882
 GB0882.The dynamic height is computed by dividing the NAVD 88
 GB0882.geopotential number by the normal gravity value computed on the
 GB0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0882.degrees latitude (g = 980.6199 gals.).
 GB0882
 GB0882.The modeled gravity was interpolated from observed gravity values.
 GB0882
 GB0882;                    North         East    Units  Estimated Accuracy
 GB0882;SPC TN       -   207,840.      720,180.      MT  (+/- 180 meters Scaled)
 GB0882
 GB0882                          SUPERSEDED SURVEY CONTROL
 GB0882
 GB0882  NGVD 29 (??/??/92)  403.369  (m)         1323.39   (f) ADJ UNCH    1 1
 GB0882
 GB0882.Superseded values are not recommended for survey control.
 GB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0882.See file dsdata.txt to determine how the superseded data were derived.
 GB0882
 GB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF100085(NAD 83)
 GB0882_MARKER: DB = BENCH MARK DISK
 GB0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0882_SP_SET: OVERPASS CURB
 GB0882_STAMPING: Y 191 1950
 GB0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0882
 GB0882  HISTORY     - Date     Condition        Report By
 GB0882  HISTORY     - 1950     MONUMENTED       CGS
 GB0882  HISTORY     - 1968     GOOD             NGS
 GB0882
 GB0882                          STATION DESCRIPTION
 GB0882
 GB0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0882'3.2 MI S FROM SUNBRIGHT.
 GB0882'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0882'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE SOUTHERN
 GB0882'RAILWAY, THENCE 2.9 MILES SOUTH ALONG THE MAIN TRACK, AT PILOT
 GB0882'MOUNTAIN, 0.1 MILE NORTH OF MILEPOST 235, SET IN THE TOP AND 1.0
 GB0882'FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB ON A
 GB0882'RAILROAD OVERPASS FOR A GRAVELED ROAD, 26 FEET WEST OF THE WEST
 GB0882'RAIL, 225 FEET SOUTH OF TWO SEMAPHORES, AND ABOUT 8 FEET BELOW
 GB0882'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0688 ***********************************************************************
 FC0688  DESIGNATION -  Y 192
 FC0688  PID         -  FC0688
 FC0688  STATE/COUNTY-  TN/RHEA
 FC0688  USGS QUAD   -  EVENSVILLE (1990)
 FC0688
 FC0688                         *CURRENT SURVEY CONTROL
 FC0688  ___________________________________________________________________
 FC0688* NAD 83(1986)-  35 37 23.     (N)    084 54 23.     (W)     SCALED    
 FC0688* NAVD 88     -       241.469  (meters)     792.22   (feet)  ADJUSTED  
 FC0688  ___________________________________________________________________
 FC0688  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0688  DYNAMIC HT  -         241.238 (meters)     791.46  (feet)  COMP
 FC0688  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FC0688
 FC0688  VERT ORDER  -  FIRST     CLASS II
 FC0688
 FC0688.The horizontal coordinates were scaled from a topographic map and have
 FC0688.an estimated accuracy of +/- 6 seconds.
 FC0688
 FC0688.The orthometric height was determined by differential leveling
 FC0688.and adjusted by the National Geodetic Survey in June 1991..
 FC0688
 FC0688.The geoid height was determined by GEOID03.
 FC0688
 FC0688.The dynamic height is computed by dividing the NAVD 88
 FC0688.geopotential number by the normal gravity value computed on the
 FC0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0688.degrees latitude (g = 980.6199 gals.).
 FC0688
 FC0688.The modeled gravity was interpolated from observed gravity values.
 FC0688
 FC0688;                    North         East    Units  Estimated Accuracy
 FC0688;SPC TN       -   143,650.      699,070.      MT  (+/- 180 meters Scaled)
 FC0688
 FC0688                          SUPERSEDED SURVEY CONTROL
 FC0688
 FC0688  NGVD 29 (??/??/92)  241.544  (m)          792.47   (f) ADJ UNCH    1 2
 FC0688
 FC0688.Superseded values are not recommended for survey control.
 FC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0688.See file dsdata.txt to determine how the superseded data were derived.
 FC0688
 FC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE896441(NAD 83)
 FC0688_MARKER: DB = BENCH MARK DISK
 FC0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0688_STAMPING: Y 192 1950
 FC0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0688+STABILITY: SURFACE MOTION
 FC0688
 FC0688  HISTORY     - Date     Condition        Report By
 FC0688  HISTORY     - 1950     MONUMENTED       CGS
 FC0688
 FC0688                          STATION DESCRIPTION
 FC0688
 FC0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0688'4.8 MI NE FROM EVENSVILLE.
 FC0688'4.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0688'AT EVENSVILLE, ABOUT 1.1 MILES SOUTHWEST OF THE STATION SIGN AT
 FC0688'PENNINE, 102 YARDS SOUTH OF A SIGN STATION ONE MILE, 202 YARDS
 FC0688'SOUTH OF A SWITCH STAND AT SOUTH END OF A SIDING, 166 YARDS SOUTH
 FC0688'OF SEMAPHORE NO. 288.6-228.7, 160 YARDS SOUTH OF THE CROSSING OF
 FC0688'A POWER TRANSMISSION LINE, 46 FEET NORTHWEST OF THE NORTHWEST
 FC0688'RAIL, 12.5 FEET SOUTHWEST OF A FENCE CORNER POST IN R/W FENCE
 FC0688'LINE, 1 FOOT SOUTHEAST OF A FENCE LINE, 39 FEET SOUTHWEST OF A
 FC0688'MULTIPLE TRUNK WILD CHERRY TREE, 2 FEET SOUTHWEST OF A T.V.A.
 FC0688'STEEL WITNESS POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP
 FC0688'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0670 ***********************************************************************
 FC0670  DESIGNATION -  Y 193
 FC0670  PID         -  FC0670
 FC0670  STATE/COUNTY-  TN/RHEA
 FC0670  USGS QUAD   -  SPRING CITY (1990)
 FC0670
 FC0670                         *CURRENT SURVEY CONTROL
 FC0670  ___________________________________________________________________
 FC0670* NAD 83(1986)-  35 44 34.     (N)    084 48 06.     (W)     SCALED    
 FC0670* NAVD 88     -       255.144  (meters)     837.08   (feet)  ADJUSTED  
 FC0670  ___________________________________________________________________
 FC0670  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0670  DYNAMIC HT  -         254.904 (meters)     836.30  (feet)  COMP
 FC0670  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FC0670
 FC0670  VERT ORDER  -  FIRST     CLASS II
 FC0670
 FC0670.The horizontal coordinates were scaled from a topographic map and have
 FC0670.an estimated accuracy of +/- 6 seconds.
 FC0670
 FC0670.The orthometric height was determined by differential leveling
 FC0670.and adjusted by the National Geodetic Survey in June 1991..
 FC0670
 FC0670.The geoid height was determined by GEOID03.
 FC0670
 FC0670.The dynamic height is computed by dividing the NAVD 88
 FC0670.geopotential number by the normal gravity value computed on the
 FC0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0670.degrees latitude (g = 980.6199 gals.).
 FC0670
 FC0670.The modeled gravity was interpolated from observed gravity values.
 FC0670
 FC0670;                    North         East    Units  Estimated Accuracy
 FC0670;SPC TN       -   157,040.      708,390.      MT  (+/- 180 meters Scaled)
 FC0670
 FC0670                          SUPERSEDED SURVEY CONTROL
 FC0670
 FC0670  NGVD 29 (??/??/92)  255.230  (m)          837.37   (f) ADJ UNCH    1 2
 FC0670
 FC0670.Superseded values are not recommended for survey control.
 FC0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0670.See file dsdata.txt to determine how the superseded data were derived.
 FC0670
 FC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE987576(NAD 83)
 FC0670_MARKER: DB = BENCH MARK DISK
 FC0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0670_STAMPING: Y 193 1950
 FC0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0670+STABILITY: SURFACE MOTION
 FC0670
 FC0670  HISTORY     - Date     Condition        Report By
 FC0670  HISTORY     - 1950     MONUMENTED       CGS
 FC0670
 FC0670                          STATION DESCRIPTION
 FC0670
 FC0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0670'5 MI NE FROM SPRING CITY.
 FC0670'4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0670'AT SPRING CITY, ABOUT 2.1 MILES NORTHEAST OF THE STATION SIGN
 FC0670'AT LORRAINE, ABOUT 2.6 MILES SOUTHWEST OF THE STATION SIGN AT
 FC0670'RODDY, ABOUT 0.15 MILE NORTHEAST OF A ROAD CROSSING, AT A PRIVATE
 FC0670'ROAD CROSSING, 47.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 111
 FC0670'FEET NORTH OF THE CENTER OF THE PRIVATE ROAD CROSSING, 1 FOOT
 FC0670'SOUTHEAST OF A FENCE LINE, 80 FEET NORTHEAST OF THE SOUTHWEST
 FC0670'END OF THE R/W FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 FC0670'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 FC0670'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0514 ***********************************************************************
 GB0514  CBN         -  This is a Cooperative Base Network Control Station.
 GB0514  DESIGNATION -  Y 195
 GB0514  PID         -  GB0514
 GB0514  STATE/COUNTY-  TN/ANDERSON
 GB0514  USGS QUAD   -  WINDROCK (1975)
 GB0514
 GB0514                         *CURRENT SURVEY CONTROL
 GB0514  ___________________________________________________________________
 GB0514* NAD 83(1995)-  36 02 46.96322(N)    084 18 36.23217(W)     ADJUSTED  
 GB0514* NAVD 88     -       249.717  (meters)     819.28   (feet)  ADJUSTED  
 GB0514  ___________________________________________________________________
 GB0514  X           -     511,900.270 (meters)                     COMP
 GB0514  Y           -  -5,137,710.950 (meters)                     COMP
 GB0514  Z           -   3,732,482.973 (meters)                     COMP
 GB0514  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 GB0514  ELLIP HEIGHT-         219.56  (meters)          (08/03/04) GPS OBS
 GB0514  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB0514  DYNAMIC HT  -         249.490 (meters)     818.54  (feet)  COMP
 GB0514  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 GB0514
 GB0514  HORZ ORDER  -  A
 GB0514  VERT ORDER  -  FIRST     CLASS I
 GB0514  ELLP ORDER  -  FOURTH    CLASS I
 GB0514
 GB0514.The horizontal coordinates were established by GPS observations
 GB0514.and adjusted by the National Geodetic Survey in August 2004..
 GB0514
 GB0514.The orthometric height was determined by differential leveling
 GB0514.and adjusted by the National Geodetic Survey in June 1991..
 GB0514
 GB0514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB0514
 GB0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0514
 GB0514.The ellipsoidal height was determined by GPS observations
 GB0514.and is referenced to NAD 83.
 GB0514
 GB0514.The geoid height was determined by GEOID03.
 GB0514
 GB0514.The dynamic height is computed by dividing the NAVD 88
 GB0514.geopotential number by the normal gravity value computed on the
 GB0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0514.degrees latitude (g = 980.6199 gals.).
 GB0514
 GB0514.The modeled gravity was interpolated from observed gravity values.
 GB0514
 GB0514;                    North         East     Units Scale Factor Converg.
 GB0514;SPC TN       -   191,376.027   752,267.168   MT  0.99995524   +0 59 21.7
 GB0514;SPC TN       -   627,872.85  2,468,063.20   sFT  0.99995524   +0 59 21.7
 GB0514;UTM  16      - 3,992,441.212   742,323.065   MT  1.00032360   +1 35 01.1
 GB0514
 GB0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0514!SPC TN       -   0.99996554  x   0.99995524  =   0.99992078
 GB0514!UTM  16      -   0.99996554  x   1.00032360  =   1.00028913
 GB0514
 GB0514                          SUPERSEDED SURVEY CONTROL
 GB0514
 GB0514  NAVD 88 (02/01/05)  249.78   (m)          819.5    (f) LEVELING    3  
 GB0514  NAVD 88 (08/03/04)  249.72   (m)          819.3    (f) LEVELING    3  
 GB0514  NGVD 29 (??/??/92)  249.849  (m)          819.71   (f) ADJ UNCH    1 1
 GB0514
 GB0514.Superseded values are not recommended for survey control.
 GB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0514.See file dsdata.txt to determine how the superseded data were derived.
 GB0514
 GB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4232392441(NAD 83)
 GB0514_MARKER: DB = BENCH MARK DISK
 GB0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0514_STAMPING: Y 195 1950
 GB0514_MARK LOGO: CGS   
 GB0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0514+STABILITY: SURFACE MOTION
 GB0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB0514+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB0514
 GB0514  HISTORY     - Date     Condition        Report By
 GB0514  HISTORY     - 1950     MONUMENTED       CGS
 GB0514  HISTORY     - 1967     GOOD             NGS
 GB0514  HISTORY     - 20031010 GOOD             TNDT
 GB0514
 GB0514                          STATION DESCRIPTION
 GB0514
 GB0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0514'2 MI E FROM OLIVER SPRINGS.
 GB0514'ABOUT 2.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0514'STATION AT OLIVER SPRINGS, ABOUT 0.4 MILE EAST OF MILEPOST 34,
 GB0514'ABOUT 0.2 MILE EAST OF THE BRIDGE OVER POPLAR CREEK, 62 FEET
 GB0514'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING THE MAIN
 GB0514'TRACK, 51.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 24
 GB0514'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 8 FEET EAST
 GB0514'OF A FENCE CORNER, 2 1/2 FEET NORTH OF A FENCE, 1.1 FEET WEST
 GB0514'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 GB0514'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GB0514'ABOVE THE LEVEL OF THE GROUND.
 GB0514
 GB0514                          STATION RECOVERY (2003)
 GB0514
 GB0514'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB0514'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0911 ***********************************************************************
 GB0911  DESIGNATION -  Y 196
 GB0911  PID         -  GB0911
 GB0911  STATE/COUNTY-  TN/SCOTT
 GB0911  USGS QUAD   -  ROBBINS (1980)
 GB0911
 GB0911                         *CURRENT SURVEY CONTROL
 GB0911  ___________________________________________________________________
 GB0911* NAD 83(1986)-  36 20 03.     (N)    084 36 24.     (W)     SCALED    
 GB0911* NAVD 88     -       428.027  (meters)    1404.29   (feet)  ADJUSTED  
 GB0911  ___________________________________________________________________
 GB0911  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0911  DYNAMIC HT  -         427.660 (meters)    1403.08  (feet)  COMP
 GB0911  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GB0911
 GB0911  VERT ORDER  -  FIRST     CLASS I
 GB0911
 GB0911.The horizontal coordinates were scaled from a topographic map and have
 GB0911.an estimated accuracy of +/- 6 seconds.
 GB0911
 GB0911.The orthometric height was determined by differential leveling
 GB0911.and adjusted by the National Geodetic Survey in June 1991..
 GB0911
 GB0911.The geoid height was determined by GEOID03.
 GB0911
 GB0911.The dynamic height is computed by dividing the NAVD 88
 GB0911.geopotential number by the normal gravity value computed on the
 GB0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0911.degrees latitude (g = 980.6199 gals.).
 GB0911
 GB0911.The modeled gravity was interpolated from observed gravity values.
 GB0911
 GB0911;                    North         East    Units  Estimated Accuracy
 GB0911;SPC TN       -   222,890.      725,090.      MT  (+/- 180 meters Scaled)
 GB0911
 GB0911                          SUPERSEDED SURVEY CONTROL
 GB0911
 GB0911  NGVD 29 (??/??/92)  428.153  (m)         1404.70   (f) ADJ UNCH    1 1
 GB0911
 GB0911.Superseded values are not recommended for survey control.
 GB0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0911.See file dsdata.txt to determine how the superseded data were derived.
 GB0911
 GB0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF148236(NAD 83)
 GB0911_MARKER: DB = BENCH MARK DISK
 GB0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0911_SP_SET: PIER
 GB0911_STAMPING: Y 196 1950
 GB0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0911
 GB0911  HISTORY     - Date     Condition        Report By
 GB0911  HISTORY     - 1950     MONUMENTED       CGS
 GB0911  HISTORY     - 1968     GOOD             NGS
 GB0911
 GB0911                          STATION DESCRIPTION
 GB0911
 GB0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0911'1.7 MI S FROM ROBBINS.
 GB0911'ABOUT 1.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0911'STATION AT ROBBINS, AT THE RAILROAD UNDERPASS FOR STATE HIGHWAY
 GB0911'52, 0.25 MILE NORTHEAST OF MILEPOST 224, 0.15 MILE NORTHEAST OF
 GB0911'THE POST OFFICE AT ELGIN, 9 FEET NORTHWEST OF THE NORTHWEST RAIL
 GB0911'OF THE NORTHWEST TRACK, SET VERTICALLY IN THE SOUTHEAST FACE OF
 GB0911'THE NORTHWEST CONCRETE PIER, 4.0 FEET SOUTHWEST OF THE NORTHEAST
 GB0911'END OF THE PIER, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 GB0911'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0004 ***********************************************************************
 GB0004  DESIGNATION -  Y 197
 GB0004  PID         -  GB0004
 GB0004  STATE/COUNTY-  TN/SCOTT
 GB0004  USGS QUAD   -  WINFIELD (1982)
 GB0004
 GB0004                         *CURRENT SURVEY CONTROL
 GB0004  ___________________________________________________________________
 GB0004* NAD 83(1986)-  36 31 23.     (N)    084 29 19.     (W)     SCALED    
 GB0004* NAVD 88     -       454.173  (meters)    1490.07   (feet)  ADJUSTED  
 GB0004  ___________________________________________________________________
 GB0004  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB0004  DYNAMIC HT  -         453.786 (meters)    1488.80  (feet)  COMP
 GB0004  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB0004
 GB0004  VERT ORDER  -  FIRST     CLASS I
 GB0004
 GB0004.The horizontal coordinates were scaled from a topographic map and have
 GB0004.an estimated accuracy of +/- 6 seconds.
 GB0004
 GB0004.The orthometric height was determined by differential leveling
 GB0004.and adjusted by the National Geodetic Survey in June 1991..
 GB0004
 GB0004.The geoid height was determined by GEOID03.
 GB0004
 GB0004.The dynamic height is computed by dividing the NAVD 88
 GB0004.geopotential number by the normal gravity value computed on the
 GB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0004.degrees latitude (g = 980.6199 gals.).
 GB0004
 GB0004.The modeled gravity was interpolated from observed gravity values.
 GB0004
 GB0004;                    North         East    Units  Estimated Accuracy
 GB0004;SPC TN       -   244,000.      735,360.      MT  (+/- 180 meters Scaled)
 GB0004
 GB0004                          SUPERSEDED SURVEY CONTROL
 GB0004
 GB0004  NGVD 29 (??/??/92)  454.293  (m)         1490.46   (f) ADJ UNCH    1 1
 GB0004
 GB0004.Superseded values are not recommended for survey control.
 GB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0004.See file dsdata.txt to determine how the superseded data were derived.
 GB0004
 GB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF248449(NAD 83)
 GB0004_MARKER: DB = BENCH MARK DISK
 GB0004_SETTING: 80 = SET IN A BOULDER
 GB0004_SP_SET: BOULDER
 GB0004_STAMPING: Y 197 1950
 GB0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0004+STABILITY: SURFACE MOTION
 GB0004
 GB0004  HISTORY     - Date     Condition        Report By
 GB0004  HISTORY     - 1950     MONUMENTED       CGS
 GB0004  HISTORY     - 1968     GOOD             NGS
 GB0004  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0004
 GB0004                          STATION DESCRIPTION
 GB0004
 GB0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0004'2.4 MI N FROM ONEIDA.
 GB0004'ABOUT 2.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0004'STATION AT ONEIDA, OR ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN
 GB0004'RAILWAY FROM THE POST OFFICE AT WINFIELD, 215 YARDS SOUTH OF
 GB0004'MILEPOST 207, 88 YARDS NORTH OF A METAL BATTERY BOX, SET IN THE
 GB0004'CENTER OF THE TOP OF A 4- X 9-FOOT BOULDER WHICH PROJECTS 2 1/2
 GB0004'FEET, 50 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 83 FEET
 GB0004'NORTH OF A TELEPHONE POLE, 63 FEET SOUTH OF A TELEPHONE POLE,
 GB0004'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
 GB0004
 GB0004                          STATION RECOVERY (1977)
 GB0004
 GB0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0137 ***********************************************************************
 FE0137  DESIGNATION -  Y 20
 FE0137  PID         -  FE0137
 FE0137  STATE/COUNTY-  TN/DECATUR
 FE0137  USGS QUAD   -  PERRYVILLE (1986)
 FE0137
 FE0137                         *CURRENT SURVEY CONTROL
 FE0137  ___________________________________________________________________
 FE0137* NAD 83(1986)-  35 36 29.     (N)    088 04 34.     (W)     SCALED    
 FE0137* NAVD 88     -       119.738  (meters)     392.84   (feet)  ADJUSTED  
 FE0137  ___________________________________________________________________
 FE0137  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0137  DYNAMIC HT  -         119.632 (meters)     392.49  (feet)  COMP
 FE0137  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FE0137
 FE0137  VERT ORDER  -  SECOND    CLASS 0
 FE0137
 FE0137.The horizontal coordinates were scaled from a topographic map and have
 FE0137.an estimated accuracy of +/- 6 seconds.
 FE0137
 FE0137.The orthometric height was determined by differential leveling
 FE0137.and adjusted by the National Geodetic Survey in June 1991..
 FE0137
 FE0137.The geoid height was determined by GEOID03.
 FE0137
 FE0137.The dynamic height is computed by dividing the NAVD 88
 FE0137.geopotential number by the normal gravity value computed on the
 FE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0137.degrees latitude (g = 980.6199 gals.).
 FE0137
 FE0137.The modeled gravity was interpolated from observed gravity values.
 FE0137
 FE0137;                    North         East    Units  Estimated Accuracy
 FE0137;SPC TN       -   143,420.      411,910.      MT  (+/- 180 meters Scaled)
 FE0137
 FE0137                          SUPERSEDED SURVEY CONTROL
 FE0137
 FE0137  NGVD 29 (??/??/??)  119.754  (m)          392.89   (f) ADJUSTED    2 0
 FE0137
 FE0137.Superseded values are not recommended for survey control.
 FE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0137.See file dsdata.txt to determine how the superseded data were derived.
 FE0137
 FE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE025410(NAD 83)
 FE0137_MARKER: DB = BENCH MARK DISK
 FE0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0137_STAMPING: 392.936 Y 20 1934
 FE0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0137+STABILITY: SURFACE MOTION
 FE0137
 FE0137  HISTORY     - Date     Condition        Report By
 FE0137  HISTORY     - 1934     MONUMENTED       CGS
 FE0137  HISTORY     - 1947     MARK NOT FOUND   CGS
 FE0137
 FE0137                          STATION DESCRIPTION
 FE0137
 FE0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0137'AT PERRYVILLE.
 FE0137'2.4 MILES SOUTHWEST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA
 FE0137'AND ST. LOUIS RAILWAY FROM PERRYVILLE, DECATUR COUNTY, NEAR A
 FE0137'ROAD CROSSING, AND 10 FEET SOUTHEAST OF THE OLD ROADBED.  A
 FE0137'STANDARD DISK, STAMPED 392.936 Y 20 1934 AND SET IN THE TOP OF A
 FE0137'CONCRETE POST.  NOTE-- THIS MARK IS ALONG AN ABANDONED RAILROAD
 FE0137'AND IS NO LONGER ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0147 ***********************************************************************
 GB0147  DESIGNATION -  Y 201
 GB0147  PID         -  GB0147
 GB0147  STATE/COUNTY-  TN/CAMPBELL
 GB0147  USGS QUAD   -  JELLICO WEST (1979)
 GB0147
 GB0147                         *CURRENT SURVEY CONTROL
 GB0147  ___________________________________________________________________
 GB0147* NAD 83(1986)-  36 30 46.     (N)    084 12 31.     (W)     SCALED    
 GB0147* NAVD 88     -       334.099  (meters)    1096.12   (feet)  ADJUSTED  
 GB0147  ___________________________________________________________________
 GB0147  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GB0147  DYNAMIC HT  -         333.803 (meters)    1095.15  (feet)  COMP
 GB0147  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 GB0147
 GB0147  VERT ORDER  -  SECOND    CLASS 0
 GB0147
 GB0147.The horizontal coordinates were scaled from a topographic map and have
 GB0147.an estimated accuracy of +/- 6 seconds.
 GB0147
 GB0147.The orthometric height was determined by differential leveling
 GB0147.and adjusted by the National Geodetic Survey in June 1991..
 GB0147
 GB0147.The geoid height was determined by GEOID03.
 GB0147
 GB0147.The dynamic height is computed by dividing the NAVD 88
 GB0147.geopotential number by the normal gravity value computed on the
 GB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0147.degrees latitude (g = 980.6199 gals.).
 GB0147
 GB0147.The modeled gravity was interpolated from observed gravity values.
 GB0147
 GB0147;                    North         East    Units  Estimated Accuracy
 GB0147;SPC TN       -   243,280.      760,460.      MT  (+/- 180 meters Scaled)
 GB0147
 GB0147                          SUPERSEDED SURVEY CONTROL
 GB0147
 GB0147  NGVD 29 (??/??/92)  334.224  (m)         1096.53   (f) ADJ UNCH    2 0
 GB0147
 GB0147.Superseded values are not recommended for survey control.
 GB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0147.See file dsdata.txt to determine how the superseded data were derived.
 GB0147
 GB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF499444(NAD 83)
 GB0147_MARKER: DB = BENCH MARK DISK
 GB0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0147_SP_SET: ABUTMENT
 GB0147_STAMPING: Y 201 1951
 GB0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0147
 GB0147  HISTORY     - Date     Condition        Report By
 GB0147  HISTORY     - 1951     MONUMENTED       CGS
 GB0147  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0147
 GB0147                          STATION DESCRIPTION
 GB0147
 GB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0147'3.2 MI NE FROM ELK VALLEY.
 GB0147'ABOUT 3.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0147'STATION AT ELK VALLEY, ABOUT 0.1 MILE NORTHEAST OF MILE POST
 GB0147'58, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 GB0147'OF A RAILROAD BRIDGE OVER ELK CREEK, 3 1/2 FEET SOUTHEAST OF THE
 GB0147'SOUTHEAST RAIL, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 GB0147'ABUTMENT AND ABOUT 2 FEET BELOW THE TRACK.  NOTE-- THE MARK
 GB0147'IS ISOLATED AND COULD NOT BE REACHED.  IT IS PROBABLY GOOD.
 GB0147
 GB0147                          STATION RECOVERY (1957)
 GB0147
 GB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1398 ***********************************************************************
 GB1398  DESIGNATION -  Y 202
 GB1398  PID         -  GB1398
 GB1398  STATE/COUNTY-  TN/PICKETT
 GB1398  USGS QUAD   -  PALL MALL (1986)
 GB1398
 GB1398                         *CURRENT SURVEY CONTROL
 GB1398  ___________________________________________________________________
 GB1398* NAD 83(1986)-  36 36 04.     (N)    084 59 53.     (W)     SCALED    
 GB1398* NAVD 88     -       287.783  (meters)     944.17   (feet)  ADJUSTED  
 GB1398  ___________________________________________________________________
 GB1398  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB1398  DYNAMIC HT  -         287.537 (meters)     943.36  (feet)  COMP
 GB1398  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GB1398
 GB1398  VERT ORDER  -  SECOND    CLASS 0
 GB1398
 GB1398.The horizontal coordinates were scaled from a topographic map and have
 GB1398.an estimated accuracy of +/- 6 seconds.
 GB1398
 GB1398.The orthometric height was determined by differential leveling
 GB1398.and adjusted by the National Geodetic Survey in June 1991..
 GB1398
 GB1398.The geoid height was determined by GEOID03.
 GB1398
 GB1398.The dynamic height is computed by dividing the NAVD 88
 GB1398.geopotential number by the normal gravity value computed on the
 GB1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1398.degrees latitude (g = 980.6199 gals.).
 GB1398
 GB1398.The modeled gravity was interpolated from observed gravity values.
 GB1398
 GB1398;                    North         East    Units  Estimated Accuracy
 GB1398;SPC TN       -   252,080.      689,650.      MT  (+/- 180 meters Scaled)
 GB1398
 GB1398                          SUPERSEDED SURVEY CONTROL
 GB1398
 GB1398  NGVD 29 (??/??/92)  287.911  (m)          944.59   (f) ADJ UNCH    2 0
 GB1398
 GB1398.Superseded values are not recommended for survey control.
 GB1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1398.See file dsdata.txt to determine how the superseded data were derived.
 GB1398
 GB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF790524(NAD 83)
 GB1398_MARKER: DB = BENCH MARK DISK
 GB1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1398_STAMPING: Y 202 1951 944.588
 GB1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1398+STABILITY: SURFACE MOTION
 GB1398
 GB1398  HISTORY     - Date     Condition        Report By
 GB1398  HISTORY     - 1951     MONUMENTED       CGS
 GB1398  HISTORY     - 1958     GOOD             NGS
 GB1398
 GB1398                          STATION DESCRIPTION
 GB1398
 GB1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1398'1 MI N FROM TRAVISVILLE.
 GB1398'ABOUT 0.95 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GB1398'TRAVISVILLE, ABOUT 0.15 MILE NORTH OF JUNCTION OF A GRAVEL ROAD
 GB1398'NORTHWEST, ABOUT 0.25 MILE NORTH OF A BRIDGE OVER CANEY CREEK,
 GB1398'26 FEET EAST OF CENTER LINE OF ROAD, 98 FEET SOUTHEAST AND
 GB1398'ACROSS ROAD FROM THE SOUTHEAST CORNER OF A TWO STORY FRAME HOUSE
 GB1398'OWNED BY PRESTON CROUCH, 8 FEET WEST OF SOUTHWEST CORNER OF A
 GB1398'BARN, 1 1/2 FEET NORTH OF A FENCE LINE, 8 1/2 FEET SOUTHWEST OF
 GB1398'A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW ROAD AND
 GB1398'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1398
 GB1398                          STATION RECOVERY (1958)
 GB1398
 GB1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0951 ***********************************************************************
 GB0951  DESIGNATION -  Y 203
 GB0951  PID         -  GB0951
 GB0951  STATE/COUNTY-  TN/FENTRESS
 GB0951  USGS QUAD   -  JAMESTOWN (1979)
 GB0951
 GB0951                         *CURRENT SURVEY CONTROL
 GB0951  ___________________________________________________________________
 GB0951* NAD 83(1986)-  36 25 47.     (N)    084 55 46.     (W)     SCALED    
 GB0951* NAVD 88     -       531.042  (meters)    1742.26   (feet)  ADJUSTED  
 GB0951  ___________________________________________________________________
 GB0951  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB0951  DYNAMIC HT  -         530.572 (meters)    1740.72  (feet)  COMP
 GB0951  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 GB0951
 GB0951  VERT ORDER  -  SECOND    CLASS 0
 GB0951
 GB0951.The horizontal coordinates were scaled from a topographic map and have
 GB0951.an estimated accuracy of +/- 6 seconds.
 GB0951
 GB0951.The orthometric height was determined by differential leveling
 GB0951.and adjusted by the National Geodetic Survey in June 1991..
 GB0951
 GB0951.The geoid height was determined by GEOID03.
 GB0951
 GB0951.The dynamic height is computed by dividing the NAVD 88
 GB0951.geopotential number by the normal gravity value computed on the
 GB0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0951.degrees latitude (g = 980.6199 gals.).
 GB0951
 GB0951.The modeled gravity was interpolated from observed gravity values.
 GB0951
 GB0951;                    North         East    Units  Estimated Accuracy
 GB0951;SPC TN       -   233,120.      696,000.      MT  (+/- 180 meters Scaled)
 GB0951
 GB0951                          SUPERSEDED SURVEY CONTROL
 GB0951
 GB0951  NGVD 29 (??/??/92)  531.146  (m)         1742.60   (f) ADJ UNCH    2 0
 GB0951
 GB0951.Superseded values are not recommended for survey control.
 GB0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0951.See file dsdata.txt to determine how the superseded data were derived.
 GB0951
 GB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF856336(NAD 83)
 GB0951_MARKER: DB = BENCH MARK DISK
 GB0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0951_STAMPING: Y 203 1951 1742.601
 GB0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0951+STABILITY: SURFACE MOTION
 GB0951
 GB0951  HISTORY     - Date     Condition        Report By
 GB0951  HISTORY     - 1951     MONUMENTED       CGS
 GB0951  HISTORY     - 1958     GOOD             NGS
 GB0951
 GB0951                          STATION DESCRIPTION
 GB0951
 GB0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0951'AT JAMESTOWN.
 GB0951'AT JAMESTOWN, 0.2 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE
 GB0951'COURT HOUSE TO THE MASONIC BUILDING AND INTERSECTION OF CHURCH
 GB0951'AVE., THENCE EAST ON CHURCH AVE. FOR 0.15 MILE TO JUNCTION WITH
 GB0951'WHITE OAK STREET, 35 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 GB0951'17 FEET EAST OF THE CENTER OF WHITE OAK, 66 FEET SOUTHWEST OF
 GB0951'SOUTHWEST CORNER OF MARY ANDERSON RESIDENCE, 13 FEET NORTH OF AN
 GB0951'ALLEY LEADING EAST, 8 FEET NORTHEAST OF NORTH END OF CULVERT
 GB0951'UNDER ALLEY, 4.5 FEET NORTH OF A POWER POLE, 1.5 FEET NORTH OF
 GB0951'A WHITE WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF WHITE
 GB0951'OAK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0200 ***********************************************************************
 FE0200  DESIGNATION -  Y 21
 FE0200  PID         -  FE0200
 FE0200  STATE/COUNTY-  TN/HARDIN
 FE0200  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0200
 FE0200                         *CURRENT SURVEY CONTROL
 FE0200  ___________________________________________________________________
 FE0200* NAD 83(1986)-  35 19 27.     (N)    088 21 10.     (W)     SCALED    
 FE0200* NAVD 88     -       137.202  (meters)     450.14   (feet)  ADJUSTED  
 FE0200  ___________________________________________________________________
 FE0200  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0200  DYNAMIC HT  -         137.079 (meters)     449.73  (feet)  COMP
 FE0200  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 FE0200
 FE0200  VERT ORDER  -  SECOND    CLASS 0
 FE0200
 FE0200.The horizontal coordinates were scaled from a topographic map and have
 FE0200.an estimated accuracy of +/- 6 seconds.
 FE0200
 FE0200.The orthometric height was determined by differential leveling
 FE0200.and adjusted by the National Geodetic Survey in June 1991..
 FE0200
 FE0200.The geoid height was determined by GEOID03.
 FE0200
 FE0200.The dynamic height is computed by dividing the NAVD 88
 FE0200.geopotential number by the normal gravity value computed on the
 FE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0200.degrees latitude (g = 980.6199 gals.).
 FE0200
 FE0200.The modeled gravity was interpolated from observed gravity values.
 FE0200
 FE0200;                    North         East    Units  Estimated Accuracy
 FE0200;SPC TN       -   112,500.      386,090.      MT  (+/- 180 meters Scaled)
 FE0200
 FE0200                          SUPERSEDED SURVEY CONTROL
 FE0200
 FE0200  NGVD 29 (??/??/??)  137.212  (m)          450.17   (f) ADJUSTED    2 0
 FE0200
 FE0200.Superseded values are not recommended for survey control.
 FE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0200.See file dsdata.txt to determine how the superseded data were derived.
 FE0200
 FE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE770098(NAD 83)
 FE0200_MARKER: DB = BENCH MARK DISK
 FE0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0200_STAMPING: 450.225 Y 21 1934
 FE0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0200+STABILITY: SURFACE MOTION
 FE0200
 FE0200  HISTORY     - Date     Condition        Report By
 FE0200  HISTORY     - 1934     MONUMENTED       CGS
 FE0200  HISTORY     - 1949     GOOD             CGS
 FE0200  HISTORY     - 1973     GOOD             TVA
 FE0200
 FE0200                          STATION DESCRIPTION
 FE0200
 FE0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0200'AT MORRIS CHAPEL.
 FE0200'AT MORRIS CHAPEL, HARDIN COUNTY, ON STATE HIGHWAY 69, 3 FEET
 FE0200'NORTH OF THE SOUTHWEST CORNER OF A CEMETERY, 10 FEET NORTH OF
 FE0200'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A STEEL
 FE0200'POST.  A STANDARD DISK, STAMPED 450.225 Y 21 1934 AND SET IN
 FE0200'THE TOP OF A CONCRETE POST.  NOTE-- 30.0 E TO 18 IN CEDAR, 67.0
 FE0200'S 50 W TO NE CORNER OF FRAME HOUSE.
 FE0200
 FE0200                          STATION RECOVERY (1973)
 FE0200
 FE0200'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1295 ***********************************************************************
 FE1295  DESIGNATION -  Y 212
 FE1295  PID         -  FE1295
 FE1295  STATE/COUNTY-  TN/FAYETTE
 FE1295  USGS QUAD   -  GALLAWAY (1981)
 FE1295
 FE1295                         *CURRENT SURVEY CONTROL
 FE1295  ___________________________________________________________________
 FE1295* NAD 83(1986)-  35 19 15.     (N)    089 36 34.     (W)     SCALED    
 FE1295* NAVD 88     -        84.891  (meters)     278.51   (feet)  ADJUSTED  
 FE1295  ___________________________________________________________________
 FE1295  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1295  DYNAMIC HT  -          84.815 (meters)     278.26  (feet)  COMP
 FE1295  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FE1295
 FE1295  VERT ORDER  -  SECOND    CLASS 0
 FE1295
 FE1295.The horizontal coordinates were scaled from a topographic map and have
 FE1295.an estimated accuracy of +/- 6 seconds.
 FE1295
 FE1295.The orthometric height was determined by differential leveling
 FE1295.and adjusted by the National Geodetic Survey in June 1991..
 FE1295
 FE1295.The geoid height was determined by GEOID03.
 FE1295
 FE1295.The dynamic height is computed by dividing the NAVD 88
 FE1295.geopotential number by the normal gravity value computed on the
 FE1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1295.degrees latitude (g = 980.6199 gals.).
 FE1295
 FE1295.The modeled gravity was interpolated from observed gravity values.
 FE1295
 FE1295;                    North         East    Units  Estimated Accuracy
 FE1295;SPC TN       -   115,620.      271,870.      MT  (+/- 180 meters Scaled)
 FE1295
 FE1295                          SUPERSEDED SURVEY CONTROL
 FE1295
 FE1295  NGVD 29 (??/??/??)   84.878  (m)          278.47   (f) ADJUSTED    2 0
 FE1295
 FE1295.Superseded values are not recommended for survey control.
 FE1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1295.See file dsdata.txt to determine how the superseded data were derived.
 FE1295
 FE1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE627117(NAD 83)
 FE1295_MARKER: DB = BENCH MARK DISK
 FE1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1295_STAMPING: Y 212 1958
 FE1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1295+STABILITY: SURFACE MOTION
 FE1295
 FE1295  HISTORY     - Date     Condition        Report By
 FE1295  HISTORY     - 1958     MONUMENTED       CGS
 FE1295
 FE1295                          STATION DESCRIPTION
 FE1295
 FE1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1295'0.8 MI ESE FROM GALLAWAY.
 FE1295'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1295'AT GALLAWAY, THENCE 0.6 MILE EAST ALONG A TRAIL ROAD, 16 FT.
 FE1295'NORTH OF THE CENTER LINE OF A TRAIL ROAD, 1.0 FT. NORTHWEST OF
 FE1295'THE NORTHWEST CORNER POST OF A GATE 2 FT. SOUTH OF A WHITE
 FE1295'WOODEN WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE
 FE1295'POST PROJECTING 3 INCHES, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0817 ***********************************************************************
 FE0817  DESIGNATION -  Y 213
 FE0817  PID         -  FE0817
 FE0817  STATE/COUNTY-  TN/HAYWOOD
 FE0817  USGS QUAD   -  BROWNSVILLE (1983)
 FE0817
 FE0817                         *CURRENT SURVEY CONTROL
 FE0817  ___________________________________________________________________
 FE0817* NAD 83(1986)-  35 32 18.     (N)    089 15 52.     (W)     SCALED    
 FE0817* NAVD 88     -       117.741  (meters)     386.29   (feet)  ADJUSTED  
 FE0817  ___________________________________________________________________
 FE0817  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0817  DYNAMIC HT  -         117.637 (meters)     385.95  (feet)  COMP
 FE0817  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0817
 FE0817  VERT ORDER  -  SECOND    CLASS 0
 FE0817
 FE0817.The horizontal coordinates were scaled from a topographic map and have
 FE0817.an estimated accuracy of +/- 6 seconds.
 FE0817
 FE0817.The orthometric height was determined by differential leveling
 FE0817.and adjusted by the National Geodetic Survey in June 1991..
 FE0817
 FE0817.The geoid height was determined by GEOID03.
 FE0817
 FE0817.The dynamic height is computed by dividing the NAVD 88
 FE0817.geopotential number by the normal gravity value computed on the
 FE0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0817.degrees latitude (g = 980.6199 gals.).
 FE0817
 FE0817.The modeled gravity was interpolated from observed gravity values.
 FE0817
 FE0817;                    North         East    Units  Estimated Accuracy
 FE0817;SPC TN       -   138,630.      304,030.      MT  (+/- 180 meters Scaled)
 FE0817
 FE0817                          SUPERSEDED SURVEY CONTROL
 FE0817
 FE0817  NGVD 29 (??/??/??)  117.749  (m)          386.31   (f) ADJUSTED    2 0
 FE0817
 FE0817.Superseded values are not recommended for survey control.
 FE0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0817.See file dsdata.txt to determine how the superseded data were derived.
 FE0817
 FE0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE947351(NAD 83)
 FE0817_MARKER: DB = BENCH MARK DISK
 FE0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0817_STAMPING: Y 213 1959
 FE0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0817+STABILITY: SURFACE MOTION
 FE0817
 FE0817  HISTORY     - Date     Condition        Report By
 FE0817  HISTORY     - 1959     MONUMENTED       CGS
 FE0817  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0817
 FE0817                          STATION DESCRIPTION
 FE0817
 FE0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0817'5.3 MI S FROM BROWNSVILLE.
 FE0817'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0817'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.95
 FE0817'MILE WEST ALONG A PAVED ROAD, 25.5 FT. NORTH-NORTHEAST OF THE EAST
 FE0817'GATE POST, 23 FT. SOUTH OF THE CENTER OF A PAVED ROAD, 65 FT.
 FE0817'EAST OF THE CENTER OF A T JUNCTION, 14 FT. EAST OF THE CENTER
 FE0817'OF THE WEST ROAD LEADING TO A FIELD, 1.2 FT. SOUTHEAST OF A
 FE0817'FENCE CORNER POST, 1.7 FT. EAST OF A WITNESS POST, A C AND GS
 FE0817'DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT
 FE0817'4 FT. ABOVE THE LEVEL OF THE ROAD.
 FE0817
 FE0817                          STATION RECOVERY (2002)
 FE0817
 FE0817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0818 ***********************************************************************
 FE0818  DESIGNATION -  Y 213 RESET
 FE0818  PID         -  FE0818
 FE0818  STATE/COUNTY-  TN/HAYWOOD
 FE0818  USGS QUAD   -  BROWNSVILLE (1983)
 FE0818
 FE0818                         *CURRENT SURVEY CONTROL
 FE0818  ___________________________________________________________________
 FE0818* NAD 83(1986)-  35 32 18.     (N)    089 15 56.     (W)     SCALED    
 FE0818* NAVD 88     -       117.88   (meters)     386.7    (feet)  N HEIGHT  
 FE0818  ___________________________________________________________________
 FE0818  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0818  DYNAMIC HT  -         117.77  (meters)     386.4   (feet)  COMP
 FE0818  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0818
 FE0818  VERT ORDER  -  THIRD
 FE0818
 FE0818.The horizontal coordinates were scaled from a topographic map and have
 FE0818.an estimated accuracy of +/- 6 seconds.
 FE0818
 FE0818.The orthometric height was determined by differential leveling
 FE0818.and adjusted by the National Geodetic Survey in August 1996..
 FE0818.The height was determined by precise leveling from only one NSRS
 FE0818.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE0818.allowed ONLY to validate the GPS-derived height.
 FE0818
 FE0818.The geoid height was determined by GEOID03.
 FE0818
 FE0818.The dynamic height is computed by dividing the NAVD 88
 FE0818.geopotential number by the normal gravity value computed on the
 FE0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0818.degrees latitude (g = 980.6199 gals.).
 FE0818
 FE0818.The modeled gravity was interpolated from observed gravity values.
 FE0818
 FE0818;                    North         East    Units  Estimated Accuracy
 FE0818;SPC TN       -   138,630.      303,930.      MT  (+/- 180 meters Scaled)
 FE0818
 FE0818                          SUPERSEDED SURVEY CONTROL
 FE0818
 FE0818  NGVD 29 (??/??/??)  117.89   (m)          386.8    (f) RESET       3  
 FE0818
 FE0818.Superseded values are not recommended for survey control.
 FE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0818.See file dsdata.txt to determine how the superseded data were derived.
 FE0818
 FE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE946351(NAD 83)
 FE0818_MARKER: DB = BENCH MARK DISK
 FE0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0818_SP_SET: SQUARE CONCRETE MONUMENT
 FE0818_STAMPING: Y 213 RESET 1962
 FE0818_MARK LOGO: CGS   
 FE0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0818+STABILITY: SURFACE MOTION
 FE0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0818+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1987
 FE0818
 FE0818  HISTORY     - Date     Condition        Report By
 FE0818  HISTORY     - 1962     MONUMENTED       CGS
 FE0818  HISTORY     - 1987     GOOD             LOCSUR
 FE0818  HISTORY     - 19870623 GOOD             LOCENG
 FE0818
 FE0818                          STATION DESCRIPTION
 FE0818
 FE0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0818'3.9 MI SE FROM BROWNSVILLE.
 FE0818'0.6 MILE EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0818'BROWNSVILLE, THENCE 3.85 MILES SOUTH-SOUTHEAST ON STATE HIGHWAY
 FE0818'76 TO A SURFACED ROAD ON RIGHT JUST BEFORE REACHING A NEW
 FE0818'INTERSTATE HIGHWAY, TURN RIGHT AND GO SOUTHWEST AND WEST ON
 FE0818'SURFACED ROAD FOR 1.1 MILE TO MARK ON LEFT, ABOUT 50 YARDS
 FE0818'BEFORE MAIN ROAD TURNS RIGHT, 61 FEET SOUTH OF CENTERLINE OF
 FE0818'SURFACED ROAD, 11 FEET SOUTH OF A SQUARE GATE POST, 2 FEET
 FE0818'NORTH OF A WITNESS POST, 0.5 FOOT WEST OF EAST FENCE OF A LANE
 FE0818'LEADING SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0818'ABOUT 4 INCHES.
 FE0818
 FE0818                          STATION RECOVERY (1987)
 FE0818
 FE0818'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE0818'RECOVERED IN GOOD CONDITION.
 FE0818
 FE0818                          STATION RECOVERY (1987)
 FE0818
 FE0818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0362 ***********************************************************************
 FF0362  DESIGNATION -  Y 214
 FF0362  PID         -  FF0362
 FF0362  STATE/COUNTY-  TN/SHELBY
 FF0362  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0362
 FF0362                         *CURRENT SURVEY CONTROL
 FF0362  ___________________________________________________________________
 FF0362* NAD 83(1986)-  35 07 09.     (N)    090 01 31.     (W)     SCALED    
 FF0362* NAVD 88     -        89.888  (meters)     294.91   (feet)  ADJUSTED  
 FF0362  ___________________________________________________________________
 FF0362  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0362  DYNAMIC HT  -          89.806 (meters)     294.64  (feet)  COMP
 FF0362  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 FF0362
 FF0362  VERT ORDER  -  SECOND    CLASS 0
 FF0362
 FF0362.The horizontal coordinates were scaled from a topographic map and have
 FF0362.an estimated accuracy of +/- 6 seconds.
 FF0362
 FF0362.The orthometric height was determined by differential leveling
 FF0362.and adjusted by the National Geodetic Survey in June 1991..
 FF0362
 FF0362.The geoid height was determined by GEOID03.
 FF0362
 FF0362.The dynamic height is computed by dividing the NAVD 88
 FF0362.geopotential number by the normal gravity value computed on the
 FF0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0362.degrees latitude (g = 980.6199 gals.).
 FF0362
 FF0362.The modeled gravity was interpolated from observed gravity values.
 FF0362
 FF0362;                    North         East    Units  Estimated Accuracy
 FF0362;SPC TN       -    94,730.      233,170.      MT  (+/- 180 meters Scaled)
 FF0362
 FF0362                          SUPERSEDED SURVEY CONTROL
 FF0362
 FF0362  NGVD 29 (??/??/??)   89.856  (m)          294.80   (f) ADJUSTED    2 0
 FF0362
 FF0362.Superseded values are not recommended for survey control.
 FF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0362.See file dsdata.txt to determine how the superseded data were derived.
 FF0362
 FF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU710903(NAD 83)
 FF0362_MARKER: DB = BENCH MARK DISK
 FF0362_SETTING: 0 = UNSPECIFIED SETTING
 FF0362_STAMPING: Y 214 1959
 FF0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0362
 FF0362  HISTORY     - Date     Condition        Report By
 FF0362  HISTORY     - 1959     MONUMENTED       CGS
 FF0362  HISTORY     - 20021030 MARK NOT FOUND   USACE
 FF0362
 FF0362                          STATION DESCRIPTION
 FF0362
 FF0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0362'AT MEMPHIS.
 FF0362'THE MARK IS LOCATED AT THE SOUTHEAST CORNER OF ELMWOOD CEMETERY,
 FF0362'IN THE INTERSECTION OF WALKER AVENUE AND SOUTH SOMMERVILLE
 FF0362'STREET, 11 FEET NORTH OF THE NORTH CURB OF WALKER AVENUE, 3.7
 FF0362'FEET EAST OF THE EAST CURB OF SOUTH SOMMERVILE STREET, 2.3 FEET
 FF0362'NORTH OF A WITNESS POST.  IT IS ABOUT 1.2 MILES SOUTH OF CARR 1959.
 FF0362
 FF0362                          STATION RECOVERY (2002)
 FF0362
 FF0362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0362'SUSPECTED DESTROYED, DUE TO I 240 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0637 ***********************************************************************
 FE0637  DESIGNATION -  Y 215
 FE0637  PID         -  FE0637
 FE0637  STATE/COUNTY-  TN/MADISON
 FE0637  USGS QUAD   -  CLAYBROOK (1980)
 FE0637
 FE0637                         *CURRENT SURVEY CONTROL
 FE0637  ___________________________________________________________________
 FE0637* NAD 83(1986)-  35 41 46.     (N)    088 41 21.     (W)     SCALED    
 FE0637* NAVD 88     -       164.803  (meters)     540.69   (feet)  ADJUSTED  
 FE0637  ___________________________________________________________________
 FE0637  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0637  DYNAMIC HT  -         164.657 (meters)     540.21  (feet)  COMP
 FE0637  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE0637
 FE0637  VERT ORDER  -  SECOND    CLASS 0
 FE0637
 FE0637.The horizontal coordinates were scaled from a topographic map and have
 FE0637.an estimated accuracy of +/- 6 seconds.
 FE0637
 FE0637.The orthometric height was determined by differential leveling
 FE0637.and adjusted by the National Geodetic Survey in June 1991..
 FE0637
 FE0637.The geoid height was determined by GEOID03.
 FE0637
 FE0637.The dynamic height is computed by dividing the NAVD 88
 FE0637.geopotential number by the normal gravity value computed on the
 FE0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0637.degrees latitude (g = 980.6199 gals.).
 FE0637
 FE0637.The modeled gravity was interpolated from observed gravity values.
 FE0637
 FE0637;                    North         East    Units  Estimated Accuracy
 FE0637;SPC TN       -   154,540.      356,650.      MT  (+/- 180 meters Scaled)
 FE0637
 FE0637                          SUPERSEDED SURVEY CONTROL
 FE0637
 FE0637  NGVD 29 (??/??/??)  164.837  (m)          540.80   (f) ADJUSTED    2 0
 FE0637
 FE0637.Superseded values are not recommended for survey control.
 FE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0637.See file dsdata.txt to determine how the superseded data were derived.
 FE0637
 FE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE471515(NAD 83)
 FE0637_MARKER: DB = BENCH MARK DISK
 FE0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0637_STAMPING: Y 215 1959
 FE0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0637+STABILITY: SURFACE MOTION
 FE0637
 FE0637  HISTORY     - Date     Condition        Report By
 FE0637  HISTORY     - 1959     MONUMENTED       CGS
 FE0637  HISTORY     - 1959     GOOD             CGS
 FE0637  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0637
 FE0637                          STATION DESCRIPTION
 FE0637
 FE0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0637'17.1 MI NE FROM JACKSON.
 FE0637'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0637'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0637'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S. HIGHWAY
 FE0637'70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0637'NORTHEAST 1.4 MILES ALONG BROWNS CHURCH ROAD.  IT IS 19.1 FEET
 FE0637'NORTH-NORTHWEST OF THE CENTER LINE OF BROWNS CHURCH ROAD, 10
 FE0637'FEET EAST-SOUTHEAST OF A TRACK ROAD, AND 1.4 FEET SOUTH-SOUTHEAST
 FE0637'OF A FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST,
 FE0637'WHICH PROJECTS ABOUT 3 INCHES, ABOUT LEVEL WITH THE ROAD, AND IS
 FE0637'1.2 FEET NORTH OF A WITNESS SIGN.
 FE0637
 FE0637                          STATION RECOVERY (2002)
 FE0637
 FE0637'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0043 ***********************************************************************
 FE0043  DESIGNATION -  Y 216
 FE0043  PID         -  FE0043
 FE0043  STATE/COUNTY-  TN/BENTON
 FE0043  USGS QUAD   -  SUGAR TREE (1986)
 FE0043
 FE0043                         *CURRENT SURVEY CONTROL
 FE0043  ___________________________________________________________________
 FE0043* NAD 83(1986)-  35 51 23.     (N)    088 02 54.     (W)     SCALED    
 FE0043* NAVD 88     -       180.709  (meters)     592.88   (feet)  ADJUSTED  
 FE0043  ___________________________________________________________________
 FE0043  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE0043  DYNAMIC HT  -         180.553 (meters)     592.36  (feet)  COMP
 FE0043  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FE0043
 FE0043  VERT ORDER  -  SECOND    CLASS 0
 FE0043
 FE0043.The horizontal coordinates were scaled from a topographic map and have
 FE0043.an estimated accuracy of +/- 6 seconds.
 FE0043
 FE0043.The orthometric height was determined by differential leveling
 FE0043.and adjusted by the National Geodetic Survey in June 1991..
 FE0043
 FE0043.The geoid height was determined by GEOID03.
 FE0043
 FE0043.The dynamic height is computed by dividing the NAVD 88
 FE0043.geopotential number by the normal gravity value computed on the
 FE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0043.degrees latitude (g = 980.6199 gals.).
 FE0043
 FE0043.The modeled gravity was interpolated from observed gravity values.
 FE0043
 FE0043;                    North         East    Units  Estimated Accuracy
 FE0043;SPC TN       -   170,920.      415,000.      MT  (+/- 180 meters Scaled)
 FE0043
 FE0043                          SUPERSEDED SURVEY CONTROL
 FE0043
 FE0043  NGVD 29 (??/??/??)  180.732  (m)          592.95   (f) ADJUSTED    2 0
 FE0043
 FE0043.Superseded values are not recommended for survey control.
 FE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0043.See file dsdata.txt to determine how the superseded data were derived.
 FE0043
 FE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE053685(NAD 83)
 FE0043_MARKER: DB = BENCH MARK DISK
 FE0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0043_STAMPING: Y 216 1959
 FE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0043+STABILITY: SURFACE MOTION
 FE0043
 FE0043  HISTORY     - Date     Condition        Report By
 FE0043  HISTORY     - 1959     MONUMENTED       CGS
 FE0043  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0043
 FE0043                          STATION DESCRIPTION
 FE0043
 FE0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0043'2.9 MI ESE FROM MC ILLWAIN.
 FE0043'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0043'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0043'MILES SOUTHEAST OF HOLLADAY, GO SOUTHEAST ON STATE HIGHWAY 69
 FE0043'FOR 1.6 MILE TO SIDE ROAD LEFT, THENCE 1.1 MILE EAST AND NORTH
 FE0043'TO A T JUNCTION, THENCE 0.2 MILE NORTH-NORTHEAST, THE MARK IS SET
 FE0043'ON THE OUTSIDE OF A CURVE IN THE ROAD, 150 FEET SOUTH-SOUTHWEST
 FE0043'OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 20 FEET NORTH OF
 FE0043'THE CENTER OF A GRAVELED ROAD, 7 FEET EAST OF THE CENTER OF A
 FE0043'FIELD ROAD, 1.7 FEET WEST OF A NORTH-SOUTH FENCE.  THE DISK IS
 FE0043'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES, ABOUT
 FE0043'LEVEL WITH THE ROAD, AND IS 2.2 FEET NORTH-NORTHWEST OF A WITNESS
 FE0043'SIGN.
 FE0043
 FE0043                          STATION RECOVERY (1972)
 FE0043
 FE0043'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1127 ***********************************************************************
 FD1127  DESIGNATION -  Y 217
 FD1127  PID         -  FD1127
 FD1127  STATE/COUNTY-  TN/HUMPHREYS
 FD1127  USGS QUAD   -  LOBELVILLE (1968)
 FD1127
 FD1127                         *CURRENT SURVEY CONTROL
 FD1127  ___________________________________________________________________
 FD1127* NAD 83(1986)-  35 51 51.     (N)    087 50 10.     (W)     SCALED    
 FD1127* NAVD 88     -       126.054  (meters)     413.56   (feet)  ADJUSTED  
 FD1127  ___________________________________________________________________
 FD1127  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1127  DYNAMIC HT  -         125.945 (meters)     413.20  (feet)  COMP
 FD1127  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1127
 FD1127  VERT ORDER  -  SECOND    CLASS 0
 FD1127
 FD1127.The horizontal coordinates were scaled from a topographic map and have
 FD1127.an estimated accuracy of +/- 6 seconds.
 FD1127
 FD1127.The orthometric height was determined by differential leveling
 FD1127.and adjusted by the National Geodetic Survey in June 1991..
 FD1127
 FD1127.The geoid height was determined by GEOID03.
 FD1127
 FD1127.The dynamic height is computed by dividing the NAVD 88
 FD1127.geopotential number by the normal gravity value computed on the
 FD1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1127.degrees latitude (g = 980.6199 gals.).
 FD1127
 FD1127.The modeled gravity was interpolated from observed gravity values.
 FD1127
 FD1127;                    North         East    Units  Estimated Accuracy
 FD1127;SPC TN       -   171,400.      434,180.      MT  (+/- 180 meters Scaled)
 FD1127
 FD1127                          SUPERSEDED SURVEY CONTROL
 FD1127
 FD1127  NGVD 29 (??/??/92)  126.089  (m)          413.68   (f) ADJ UNCH    2 0
 FD1127
 FD1127.Superseded values are not recommended for survey control.
 FD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1127.See file dsdata.txt to determine how the superseded data were derived.
 FD1127
 FD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE245692(NAD 83)
 FD1127_MARKER: DB = BENCH MARK DISK
 FD1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1127_STAMPING: Y 217 1959
 FD1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1127+STABILITY: SURFACE MOTION
 FD1127
 FD1127  HISTORY     - Date     Condition        Report By
 FD1127  HISTORY     - 1959     MONUMENTED       CGS
 FD1127  HISTORY     - 1967     GOOD             NGS
 FD1127  HISTORY     - 1973     GOOD             TVA
 FD1127
 FD1127                          STATION DESCRIPTION
 FD1127
 FD1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1127'2.9 MI SW FROM BUFFALO.
 FD1127'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1127'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1127'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVLED ROAD
 FD1127'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1127'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER BUFFALO
 FD1127'RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY AND
 FD1127'WEST ON GRAVELED ROAD FOR 1.4 MILES TO A REVERSE Y RIGHT AND
 FD1127'THE MARK IN THE NORTHWEST ANGLE OF THESE ROADS.  IT IS 37 FEET
 FD1127'NORTHWEST OF THE CENTER OF THE Y INTERSECTION, 17 FEET EAST
 FD1127'OF THE CENTER OF A GRAVELED ROAD, 13 FEET NORTH-NORTHWEST OF
 FD1127'THE CENTER OF A SMALL BRIDGE, AND 2.0 FEET NORTH OF A METAL
 FD1127'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FD1127'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FD1127'2 INCHES AND THE DISK IS STAMPED Y 217 1959.  NOTE-- STATION IS
 FD1127'1.05 MILES SOUTH FROM INT HWY 13 AND I-40 ALONG HWY 13 TO
 FD1127'GRAVEL ROAD RIGHT THENCE W AND S ALONG GRAVEL RD. 2.05 MILES TO
 FD1127'T RD., SOUTH AND W THENCE W ALONG T. RD. SOUTH, W 0.05 TO STATION
 FD1127'ON RIGHT.  26.0 FT N 55 W FROM RD AND DRAIN, 50.4 FT N 45 E
 FD1127'FROM POWER POLE W/TRANSFORMER.
 FD1127
 FD1127                          STATION RECOVERY (1973)
 FD1127
 FD1127'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1433 ***********************************************************************
 GC1433  DESIGNATION -  Y 218
 GC1433  PID         -  GC1433
 GC1433  STATE/COUNTY-  TN/DICKSON
 GC1433  USGS QUAD   -  DICKSON (1986)
 GC1433
 GC1433                         *CURRENT SURVEY CONTROL
 GC1433  ___________________________________________________________________
 GC1433* NAD 83(1986)-  36 00 07.     (N)    087 28 17.     (W)     SCALED    
 GC1433* NAVD 88     -       250.423  (meters)     821.60   (feet)  ADJUSTED  
 GC1433  ___________________________________________________________________
 GC1433  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1433  DYNAMIC HT  -         250.203 (meters)     820.87  (feet)  COMP
 GC1433  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 GC1433
 GC1433  VERT ORDER  -  SECOND    CLASS 0
 GC1433
 GC1433.The horizontal coordinates were scaled from a topographic map and have
 GC1433.an estimated accuracy of +/- 6 seconds.
 GC1433
 GC1433.The orthometric height was determined by differential leveling
 GC1433.and adjusted by the National Geodetic Survey in June 1991..
 GC1433
 GC1433.The geoid height was determined by GEOID03.
 GC1433
 GC1433.The dynamic height is computed by dividing the NAVD 88
 GC1433.geopotential number by the normal gravity value computed on the
 GC1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1433.degrees latitude (g = 980.6199 gals.).
 GC1433
 GC1433.The modeled gravity was interpolated from observed gravity values.
 GC1433
 GC1433;                    North         East    Units  Estimated Accuracy
 GC1433;SPC TN       -   186,130.      467,350.      MT  (+/- 180 meters Scaled)
 GC1433
 GC1433                          SUPERSEDED SURVEY CONTROL
 GC1433
 GC1433  NGVD 29 (??/??/92)  250.423  (m)          821.60   (f) ADJ UNCH    2 0
 GC1433
 GC1433.Superseded values are not recommended for survey control.
 GC1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1433.See file dsdata.txt to determine how the superseded data were derived.
 GC1433
 GC1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE575842(NAD 83)
 GC1433_MARKER: DB = BENCH MARK DISK
 GC1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1433_STAMPING: Y 218 1959
 GC1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1433+STABILITY: SURFACE MOTION
 GC1433
 GC1433  HISTORY     - Date     Condition        Report By
 GC1433  HISTORY     - 1959     MONUMENTED       CGS
 GC1433
 GC1433                          STATION DESCRIPTION
 GC1433
 GC1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1433'0.8 MI SE FROM OAK GROVE.
 GC1433'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 GC1433'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 GC1433'ON A GRAVELED ROAD FOR 0.8 MILE, 52 FT. WEST OF THE SOUTHWEST
 GC1433'CORNER OF A HOUSE, 35 FT. NORTH OF THE CENTER OF A GRAVELED
 GC1433'ROAD, 35 FT. EAST OF PRIVATE DRIVEWAY, 5 FT. NORTH OF POWERLINE POLE
 GC1433'NUMBER 13 WITH A GUY WIRE, A DISK SET IN TOP OF A CONCRETE POST,
 GC1433'SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE SURFACE OF
 GC1433'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0562 ***********************************************************************
 GC0562  DESIGNATION -  Y 219
 GC0562  PID         -  GC0562
 GC0562  STATE/COUNTY-  TN/DAVIDSON
 GC0562  USGS QUAD   -  BELLEVUE (1983)
 GC0562
 GC0562                         *CURRENT SURVEY CONTROL
 GC0562  ___________________________________________________________________
 GC0562* NAD 83(1986)-  36 04 45.     (N)    086 57 53.     (W)     SCALED    
 GC0562* NAVD 88     -       170.902  (meters)     560.70   (feet)  ADJUSTED  
 GC0562  ___________________________________________________________________
 GC0562  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0562  DYNAMIC HT  -         170.753 (meters)     560.21  (feet)  COMP
 GC0562  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GC0562
 GC0562  VERT ORDER  -  SECOND    CLASS 0
 GC0562
 GC0562.The horizontal coordinates were scaled from a topographic map and have
 GC0562.an estimated accuracy of +/- 6 seconds.
 GC0562
 GC0562.The orthometric height was determined by differential leveling
 GC0562.and adjusted by the National Geodetic Survey in June 1991..
 GC0562
 GC0562.The geoid height was determined by GEOID03.
 GC0562
 GC0562.The dynamic height is computed by dividing the NAVD 88
 GC0562.geopotential number by the normal gravity value computed on the
 GC0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0562.degrees latitude (g = 980.6199 gals.).
 GC0562
 GC0562.The modeled gravity was interpolated from observed gravity values.
 GC0562
 GC0562;                    North         East    Units  Estimated Accuracy
 GC0562;SPC TN       -   194,130.      513,110.      MT  (+/- 180 meters Scaled)
 GC0562
 GC0562                          SUPERSEDED SURVEY CONTROL
 GC0562
 GC0562  NGVD 29 (??/??/92)  170.923  (m)          560.77   (f) ADJ UNCH    2 0
 GC0562
 GC0562.Superseded values are not recommended for survey control.
 GC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0562.See file dsdata.txt to determine how the superseded data were derived.
 GC0562
 GC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE031927(NAD 83)
 GC0562_MARKER: DB = BENCH MARK DISK
 GC0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0562_STAMPING: Y 219 1959
 GC0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0562+STABILITY: SURFACE MOTION
 GC0562
 GC0562  HISTORY     - Date     Condition        Report By
 GC0562  HISTORY     - 1959     MONUMENTED       CGS
 GC0562
 GC0562                          STATION DESCRIPTION
 GC0562
 GC0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0562'9.8 MI SW FROM NASHVILLE.
 GC0562'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0562'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0562'HIGHWAY 70 N), THENCE 2.8 MILES SOUTH ON SAWYER-BROWN RD., THENCE
 GC0562'1.25 MILES ON U.S. HIGHWAY 70 S TO A SHARP CURVE IN THE ROAD,
 GC0562'THE MARK IS ABOUT 0.05 MILE EAST OF THE INTERSECTION OF U.S.
 GC0562'HIGHWAY 70 S AND HOOTEN-HOW RD. 54 FT. SOUTHWEST OF A POWER
 GC0562'LINE POLE, 40 FT. SOUTHEAST OF THE HIGHWAY, 13 FT. NORTHEAST
 GC0562'OF THE NORTHEAST CORNER OF AN OLD BARN AND 1.8 FT. SOUTHEAST OF
 GC0562'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0562'4 INCHES AND ABOUT 3 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0726 ***********************************************************************
 FD0726  DESIGNATION -  Y 22
 FD0726  PID         -  FD0726
 FD0726  STATE/COUNTY-  TN/HICKMAN
 FD0726  USGS QUAD   -  CENTERVILLE (1987)
 FD0726
 FD0726                         *CURRENT SURVEY CONTROL
 FD0726  ___________________________________________________________________
 FD0726* NAD 83(1986)-  35 49 20.     (N)    087 28 48.     (W)     SCALED    
 FD0726* NAVD 88     -       235.657  (meters)     773.15   (feet)  ADJUSTED  
 FD0726  ___________________________________________________________________
 FD0726  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0726  DYNAMIC HT  -         235.451 (meters)     772.48  (feet)  COMP
 FD0726  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0726
 FD0726  VERT ORDER  -  SECOND    CLASS 0
 FD0726
 FD0726.The horizontal coordinates were scaled from a topographic map and have
 FD0726.an estimated accuracy of +/- 6 seconds.
 FD0726
 FD0726.The orthometric height was determined by differential leveling
 FD0726.and adjusted by the National Geodetic Survey in June 1991..
 FD0726
 FD0726.The geoid height was determined by GEOID03.
 FD0726
 FD0726.The dynamic height is computed by dividing the NAVD 88
 FD0726.geopotential number by the normal gravity value computed on the
 FD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0726.degrees latitude (g = 980.6199 gals.).
 FD0726
 FD0726.The modeled gravity was interpolated from observed gravity values.
 FD0726
 FD0726;                    North         East    Units  Estimated Accuracy
 FD0726;SPC TN       -   166,200.      466,270.      MT  (+/- 180 meters Scaled)
 FD0726
 FD0726                          SUPERSEDED SURVEY CONTROL
 FD0726
 FD0726  NGVD 29 (??/??/92)  235.643  (m)          773.11   (f) ADJ UNCH    2 0
 FD0726
 FD0726.Superseded values are not recommended for survey control.
 FD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0726.See file dsdata.txt to determine how the superseded data were derived.
 FD0726
 FD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE566643(NAD 83)
 FD0726_MARKER: DB = BENCH MARK DISK
 FD0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0726_STAMPING: Y 22 1934
 FD0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0726+STABILITY: SURFACE MOTION
 FD0726
 FD0726  HISTORY     - Date     Condition        Report By
 FD0726  HISTORY     - 1934     MONUMENTED       CGS
 FD0726
 FD0726                          STATION DESCRIPTION
 FD0726
 FD0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0726'3.4 MI S FROM NUNNELLY.
 FD0726'3.4 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0726'RAILWAY FROM NUNNELLY, HICKMAN COUNTY, 18-1/2 POLES SOUTH OF
 FD0726'MILEPOST 27, TWO RAILS NORTH OF THE STATION SIGN AT ELKINS,
 FD0726'1-1/2 RAILS NORTH OF A ROAD CROSSING, 2-1/2 RAILS SOUTH OF
 FD0726'A SWITCH, AND 18 FEET EAST OF THE CENTERLINE OF THE TRACK.
 FD0726'A STANDARD DISK, STAMPED Y 22 1934 AND SET IN THE TOP OF A
 FD0726'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1026 ***********************************************************************
 GC1026  DESIGNATION -  Y 220
 GC1026  PID         -  GC1026
 GC1026  STATE/COUNTY-  TN/ROBERTSON
 GC1026  USGS QUAD   -  ORLINDA (1980)
 GC1026
 GC1026                         *CURRENT SURVEY CONTROL
 GC1026  ___________________________________________________________________
 GC1026* NAD 83(1986)-  36 30 37.     (N)    086 39 23.     (W)     SCALED    
 GC1026* NAVD 88     -       206.131  (meters)     676.28   (feet)  ADJUSTED  
 GC1026  ___________________________________________________________________
 GC1026  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC1026  DYNAMIC HT  -         205.957 (meters)     675.71  (feet)  COMP
 GC1026  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC1026
 GC1026  VERT ORDER  -  SECOND    CLASS 0
 GC1026
 GC1026.The horizontal coordinates were scaled from a topographic map and have
 GC1026.an estimated accuracy of +/- 6 seconds.
 GC1026
 GC1026.The orthometric height was determined by differential leveling
 GC1026.and adjusted by the National Geodetic Survey in June 1991..
 GC1026
 GC1026.The geoid height was determined by GEOID03.
 GC1026
 GC1026.The dynamic height is computed by dividing the NAVD 88
 GC1026.geopotential number by the normal gravity value computed on the
 GC1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1026.degrees latitude (g = 980.6199 gals.).
 GC1026
 GC1026.The modeled gravity was interpolated from observed gravity values.
 GC1026
 GC1026;                    North         East    Units  Estimated Accuracy
 GC1026;SPC TN       -   241,730.      541,200.      MT  (+/- 180 meters Scaled)
 GC1026
 GC1026                          SUPERSEDED SURVEY CONTROL
 GC1026
 GC1026  NGVD 29 (??/??/92)  206.198  (m)          676.50   (f) ADJ UNCH    2 0
 GC1026
 GC1026.Superseded values are not recommended for survey control.
 GC1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1026.See file dsdata.txt to determine how the superseded data were derived.
 GC1026
 GC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF307406(NAD 83)
 GC1026_MARKER: DB = BENCH MARK DISK
 GC1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1026_SP_SET: BRIDGE
 GC1026_STAMPING: Y 220 1959
 GC1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1026
 GC1026  HISTORY     - Date     Condition        Report By
 GC1026  HISTORY     - 1959     MONUMENTED       CGS
 GC1026
 GC1026                          STATION DESCRIPTION
 GC1026
 GC1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1026'5.4 MI NW FROM WHITE HOUSE.
 GC1026'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1026'31W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY
 GC1026'76, THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE
 GC1026'0.8 MILE NORTHWEST ON A PAVED ROAD, THENCE 0.6 MILE EAST ON A
 GC1026'GRAVELED ROAD TO A WOOD AND CONCRETE BRIDGE OVER THE HONEY
 GC1026'RUN RIVER, A DISK SET IN TOP OF THE NORTHEAST WINGWALL OF THE
 GC1026'BRIDGE, 8 FT. NORTH OF THE CENTER OF THE BRIDGE, AND ABOUT 2 FT.
 GC1026'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0484 ***********************************************************************
 GC0484  DESIGNATION -  Y 221
 GC0484  PID         -  GC0484
 GC0484  STATE/COUNTY-  TN/DAVIDSON
 GC0484  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0484
 GC0484                         *CURRENT SURVEY CONTROL
 GC0484  ___________________________________________________________________
 GC0484* NAD 83(1986)-  36 11 02.     (N)    086 46 12.     (W)     SCALED    
 GC0484* NAVD 88     -       124.130  (meters)     407.25   (feet)  ADJUSTED  
 GC0484  ___________________________________________________________________
 GC0484  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0484  DYNAMIC HT  -         124.024 (meters)     406.90  (feet)  COMP
 GC0484  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GC0484
 GC0484  VERT ORDER  -  SECOND    CLASS 0
 GC0484
 GC0484.The horizontal coordinates were scaled from a topographic map and have
 GC0484.an estimated accuracy of +/- 6 seconds.
 GC0484
 GC0484.The orthometric height was determined by differential leveling
 GC0484.and adjusted by the National Geodetic Survey in June 1991..
 GC0484
 GC0484.The geoid height was determined by GEOID03.
 GC0484
 GC0484.The dynamic height is computed by dividing the NAVD 88
 GC0484.geopotential number by the normal gravity value computed on the
 GC0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0484.degrees latitude (g = 980.6199 gals.).
 GC0484
 GC0484.The modeled gravity was interpolated from observed gravity values.
 GC0484
 GC0484;                    North         East    Units  Estimated Accuracy
 GC0484;SPC TN       -   205,590.      530,740.      MT  (+/- 180 meters Scaled)
 GC0484
 GC0484                          SUPERSEDED SURVEY CONTROL
 GC0484
 GC0484  NGVD 29 (??/??/92)  124.158  (m)          407.34   (f) ADJ UNCH    2 0
 GC0484
 GC0484.Superseded values are not recommended for survey control.
 GC0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0484.See file dsdata.txt to determine how the superseded data were derived.
 GC0484
 GC0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF206043(NAD 83)
 GC0484_MARKER: DB = BENCH MARK DISK
 GC0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0484_STAMPING: Y 221 1959
 GC0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0484+STABILITY: SURFACE MOTION
 GC0484
 GC0484  HISTORY     - Date     Condition        Report By
 GC0484  HISTORY     - 1959     MONUMENTED       CGS
 GC0484  HISTORY     - 1960     GOOD             NGS
 GC0484
 GC0484                          STATION DESCRIPTION
 GC0484
 GC0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0484'AT NASHVILLE.
 GC0484'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF HANCOCK ST. AND
 GC0484'GOOLSBY ST. IN NORTHEAST NASHVILLE, 28 FT. SOUTHWEST OF A STREET
 GC0484'SIGN GOOLSBY ST. AND HANCOCK ST., 27 FT. WEST OF THE CENTER OF
 GC0484'GOOLSBY ST., 14 FT. SOUTH OF THE CENTER OF A TRACK ROAD, 3.4 FT.
 GC0484'NORTHWEST OF A GUY WIRE POLE AND 2.3 FT. EAST OF A WITNESS SIGN
 GC0484'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 GC0484'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0529 ***********************************************************************
 FD0529  DESIGNATION -  Y 222
 FD0529  PID         -  FD0529
 FD0529  STATE/COUNTY-  TN/WILLIAMSON
 FD0529  USGS QUAD   -  FRANKLIN (1981)
 FD0529
 FD0529                         *CURRENT SURVEY CONTROL
 FD0529  ___________________________________________________________________
 FD0529* NAD 83(1986)-  35 55 06.     (N)    086 51 21.     (W)     SCALED    
 FD0529* NAVD 88     -       193.781  (meters)     635.76   (feet)  ADJUSTED  
 FD0529  ___________________________________________________________________
 FD0529  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0529  DYNAMIC HT  -         193.611 (meters)     635.21  (feet)  COMP
 FD0529  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0529
 FD0529  VERT ORDER  -  FIRST     CLASS II
 FD0529
 FD0529.The horizontal coordinates were scaled from a topographic map and have
 FD0529.an estimated accuracy of +/- 6 seconds.
 FD0529
 FD0529.The orthometric height was determined by differential leveling
 FD0529.and adjusted by the National Geodetic Survey in June 1991..
 FD0529
 FD0529.The geoid height was determined by GEOID03.
 FD0529
 FD0529.The dynamic height is computed by dividing the NAVD 88
 FD0529.geopotential number by the normal gravity value computed on the
 FD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0529.degrees latitude (g = 980.6199 gals.).
 FD0529
 FD0529.The modeled gravity was interpolated from observed gravity values.
 FD0529
 FD0529;                    North         East    Units  Estimated Accuracy
 FD0529;SPC TN       -   176,190.      522,760.      MT  (+/- 180 meters Scaled)
 FD0529
 FD0529                          SUPERSEDED SURVEY CONTROL
 FD0529
 FD0529  NGVD 29 (??/??/92)  193.769  (m)          635.72   (f) ADJ UNCH    1 2
 FD0529
 FD0529.Superseded values are not recommended for survey control.
 FD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0529.See file dsdata.txt to determine how the superseded data were derived.
 FD0529
 FD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130749(NAD 83)
 FD0529_MARKER: DB = BENCH MARK DISK
 FD0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0529_STAMPING: Y 222 1960
 FD0529_MARK LOGO: CGS   
 FD0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0529+STABILITY: SURFACE MOTION
 FD0529
 FD0529  HISTORY     - Date     Condition        Report By
 FD0529  HISTORY     - 1960     MONUMENTED       CGS
 FD0529  HISTORY     - 1984     GOOD             NGS
 FD0529
 FD0529                          STATION DESCRIPTION
 FD0529
 FD0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0529'0.8 MI E FROM FRANKLIN.
 FD0529'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0529'L. AND N. RAILROAD, THEN 0.6 MILE EAST ON STATE HIGHWAY 96.
 FD0529'THE BENCH MARK IS 31 FT. NORTH OF THE CENTER OF STATE HIGHWAY 96,
 FD0529'5 FT. EAST OF A POWER LINE POLE, 1 FT. SOUTH OF A FENCE LINE,
 FD0529'AND 1.9 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0529'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FT. BELOW THE
 FD0529'LEVEL OF THE ROAD.
 FD0529
 FD0529                          STATION RECOVERY (1984)
 FD0529
 FD0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0529'RECOVERED IN GOOD CONDITION.  NOTE, 16.2 METERS (53.0 FT) EAST OF THE
 FD0529'APPROXIMATE CENTER OF A PRIVATE DRIVE LEADING NORTH TO 707
 FD0529'MURFREESBORO ROAD, AND 0.18 METERS (0.6 FT) SOUTH OF A FENCE.
 FD0529'THE MARK IS 0.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0542 ***********************************************************************
 FD0542  DESIGNATION -  Y 223
 FD0542  PID         -  FD0542
 FD0542  STATE/COUNTY-  TN/WILLIAMSON
 FD0542  USGS QUAD   -  BETHESDA (1982)
 FD0542
 FD0542                         *CURRENT SURVEY CONTROL
 FD0542  ___________________________________________________________________
 FD0542* NAD 83(1986)-  35 50 29.     (N)    086 49 58.     (W)     SCALED    
 FD0542* NAVD 88     -       216.833  (meters)     711.39   (feet)  ADJUSTED  
 FD0542  ___________________________________________________________________
 FD0542  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD0542  DYNAMIC HT  -         216.641 (meters)     710.76  (feet)  COMP
 FD0542  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0542
 FD0542  VERT ORDER  -  SECOND    CLASS 0
 FD0542
 FD0542.The horizontal coordinates were scaled from a topographic map and have
 FD0542.an estimated accuracy of +/- 6 seconds.
 FD0542
 FD0542.The orthometric height was determined by differential leveling
 FD0542.and adjusted by the National Geodetic Survey in June 1991..
 FD0542
 FD0542.The geoid height was determined by GEOID03.
 FD0542
 FD0542.The dynamic height is computed by dividing the NAVD 88
 FD0542.geopotential number by the normal gravity value computed on the
 FD0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0542.degrees latitude (g = 980.6199 gals.).
 FD0542
 FD0542.The modeled gravity was interpolated from observed gravity values.
 FD0542
 FD0542;                    North         East    Units  Estimated Accuracy
 FD0542;SPC TN       -   167,640.      524,770.      MT  (+/- 180 meters Scaled)
 FD0542
 FD0542                          SUPERSEDED SURVEY CONTROL
 FD0542
 FD0542  NGVD 29 (??/??/92)  216.812  (m)          711.32   (f) ADJ UNCH    2 0
 FD0542
 FD0542.Superseded values are not recommended for survey control.
 FD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0542.See file dsdata.txt to determine how the superseded data were derived.
 FD0542
 FD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE151663(NAD 83)
 FD0542_MARKER: DB = BENCH MARK DISK
 FD0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0542_STAMPING: Y 223 1960
 FD0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0542+STABILITY: SURFACE MOTION
 FD0542
 FD0542  HISTORY     - Date     Condition        Report By
 FD0542  HISTORY     - 1960     MONUMENTED       CGS
 FD0542  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0542
 FD0542                          STATION DESCRIPTION
 FD0542
 FD0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0542'8 MI SE FROM FRANKLIN.
 FD0542'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0542'L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY 96,
 FD0542'THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST
 FD0542'ON A GRAVELED ROAD, THEN 3.95 MILES ON INTERSTATE HIGHWAY 65.
 FD0542'THE BENCH MARK IS ABOUT 250 FT. WEST OF THE CENTER OF INTERSTATE
 FD0542'HIGHWAY 65, 174 FT. NORTH OF THE EAST GATE CORNER POST IN AN
 FD0542'EAST-WEST FENCE, 1.5 FT. EAST OF A FENCE, 14 FT. EAST OF THE
 FD0542'EAST BANK OF A SMALL CREEK AND 1.3 FT. WEST OF A WITNESS SIGN.
 FD0542'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD0542
 FD0542                          STATION RECOVERY (1979)
 FD0542
 FD0542'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0388 ***********************************************************************
 FD0388  DESIGNATION -  Y 224
 FD0388  PID         -  FD0388
 FD0388  STATE/COUNTY-  TN/MARSHALL
 FD0388  USGS QUAD   -  BRICK CHURCH (1981)
 FD0388
 FD0388                         *CURRENT SURVEY CONTROL
 FD0388  ___________________________________________________________________
 FD0388* NAD 83(1986)-  35 18 53.     (N)    086 53 03.     (W)     SCALED    
 FD0388* NAVD 88     -       251.372  (meters)     824.71   (feet)  ADJUSTED  
 FD0388  ___________________________________________________________________
 FD0388  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0388  DYNAMIC HT  -         251.140 (meters)     823.95  (feet)  COMP
 FD0388  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0388
 FD0388  VERT ORDER  -  SECOND    CLASS 0
 FD0388
 FD0388.The horizontal coordinates were scaled from a topographic map and have
 FD0388.an estimated accuracy of +/- 6 seconds.
 FD0388
 FD0388.The orthometric height was determined by differential leveling
 FD0388.and adjusted by the National Geodetic Survey in June 1991..
 FD0388
 FD0388.The geoid height was determined by GEOID03.
 FD0388
 FD0388.The dynamic height is computed by dividing the NAVD 88
 FD0388.geopotential number by the normal gravity value computed on the
 FD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0388.degrees latitude (g = 980.6199 gals.).
 FD0388
 FD0388.The modeled gravity was interpolated from observed gravity values.
 FD0388
 FD0388;                    North         East    Units  Estimated Accuracy
 FD0388;SPC TN       -   109,250.      519,600.      MT  (+/- 180 meters Scaled)
 FD0388
 FD0388                          SUPERSEDED SURVEY CONTROL
 FD0388
 FD0388  NGVD 29 (??/??/92)  251.350  (m)          824.64   (f) ADJ UNCH    2 0
 FD0388
 FD0388.Superseded values are not recommended for survey control.
 FD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0388.See file dsdata.txt to determine how the superseded data were derived.
 FD0388
 FD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105079(NAD 83)
 FD0388_MARKER: DB = BENCH MARK DISK
 FD0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0388_STAMPING: Y 224 1960
 FD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0388+STABILITY: SURFACE MOTION
 FD0388
 FD0388  HISTORY     - Date     Condition        Report By
 FD0388  HISTORY     - 1960     MONUMENTED       CGS
 FD0388
 FD0388                          STATION DESCRIPTION
 FD0388
 FD0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0388'4.9 MI SW FROM CORNERSVILLE.
 FD0388'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0388'HIGHWAY 31A FOR 4.45 MILES, THEN 0.45 MILE NORTH ON INTERSTATE
 FD0388'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0388'MARK IS ABOUT 300 FT. EAST OF THE CENTER OF INTERSTATE HIGHWAY
 FD0388'65, 12 FT. SOUTH OF THE CENTER OF THE GRAVEL ROAD, 1 FT. SOUTH
 FD0388'OF A FENCE, 1.5 FT. SOUTH OF A WITNESS SIGN, AND ABOUT 0.1
 FD0388'MILE WEST OF U.S. HIGHWAY 31A.  THE DISK IS SET IN TOP OF A
 FD0388'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 FD0388'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0465 ***********************************************************************
 FD0465  DESIGNATION -  Y 225
 FD0465  PID         -  FD0465
 FD0465  STATE/COUNTY-  TN/GILES
 FD0465  USGS QUAD   -  ELKTON (1982)
 FD0465
 FD0465                         *CURRENT SURVEY CONTROL
 FD0465  ___________________________________________________________________
 FD0465* NAD 83(1986)-  35 01 47.     (N)    086 57 44.     (W)     SCALED    
 FD0465* NAVD 88     -       216.091  (meters)     708.96   (feet)  ADJUSTED  
 FD0465  ___________________________________________________________________
 FD0465  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0465  DYNAMIC HT  -         215.888 (meters)     708.29  (feet)  COMP
 FD0465  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FD0465
 FD0465  VERT ORDER  -  SECOND    CLASS 0
 FD0465
 FD0465.The horizontal coordinates were scaled from a topographic map and have
 FD0465.an estimated accuracy of +/- 6 seconds.
 FD0465
 FD0465.The orthometric height was determined by differential leveling
 FD0465.and adjusted by the National Geodetic Survey in June 1991..
 FD0465
 FD0465.The geoid height was determined by GEOID03.
 FD0465
 FD0465.The dynamic height is computed by dividing the NAVD 88
 FD0465.geopotential number by the normal gravity value computed on the
 FD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0465.degrees latitude (g = 980.6199 gals.).
 FD0465
 FD0465.The modeled gravity was interpolated from observed gravity values.
 FD0465
 FD0465;                    North         East    Units  Estimated Accuracy
 FD0465;SPC TN       -    77,700.      512,190.      MT  (+/- 180 meters Scaled)
 FD0465
 FD0465                          SUPERSEDED SURVEY CONTROL
 FD0465
 FD0465  NGVD 29 (??/??/92)  216.053  (m)          708.83   (f) ADJ UNCH    2 0
 FD0465
 FD0465.Superseded values are not recommended for survey control.
 FD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0465.See file dsdata.txt to determine how the superseded data were derived.
 FD0465
 FD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED034763(NAD 83)
 FD0465_MARKER: DB = BENCH MARK DISK
 FD0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0465_STAMPING: Y 225 1960
 FD0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0465+STABILITY: SURFACE MOTION
 FD0465
 FD0465  HISTORY     - Date     Condition        Report By
 FD0465  HISTORY     - 1960     MONUMENTED       CGS
 FD0465
 FD0465                          STATION DESCRIPTION
 FD0465
 FD0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0465'2.4 MI E FROM PROSPECT.
 FD0465'FROM THE POST OFFICE IN PROSPECT, GO EAST ON A PAVED ROAD FOR
 FD0465'1.35 MILES, THEN 1.05 MILES EAST ON A GRAVELED ROAD TO THE
 FD0465'CREST OF A SMALL HILL.  THE BENCH MARK IS 98 FT. WEST OF THE
 FD0465'NORTHWEST CORNER OF A HOUSE, 29 FT. SOUTHEAST OF THE CENTER OF
 FD0465'THE GRAVELED ROAD, 14 FT. NORTHWEST OF A FENCE CORNER, AND 1.4
 FD0465'FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0465'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0271 ***********************************************************************
 GC0271  DESIGNATION -  Y 226
 GC0271  PID         -  GC0271
 GC0271  STATE/COUNTY-  TN/WILSON
 GC0271  USGS QUAD   -  LEBANON (1983)
 GC0271
 GC0271                         *CURRENT SURVEY CONTROL
 GC0271  ___________________________________________________________________
 GC0271* NAD 83(1986)-  36 11 27.     (N)    086 15 14.     (W)     SCALED    
 GC0271* NAVD 88     -       176.359  (meters)     578.60   (feet)  ADJUSTED  
 GC0271  ___________________________________________________________________
 GC0271  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0271  DYNAMIC HT  -         176.212 (meters)     578.12  (feet)  COMP
 GC0271  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 GC0271
 GC0271  VERT ORDER  -  SECOND    CLASS 0
 GC0271
 GC0271.The horizontal coordinates were scaled from a topographic map and have
 GC0271.an estimated accuracy of +/- 6 seconds.
 GC0271
 GC0271.The orthometric height was determined by differential leveling
 GC0271.and adjusted by the National Geodetic Survey in June 1991..
 GC0271
 GC0271.The geoid height was determined by GEOID03.
 GC0271
 GC0271.The dynamic height is computed by dividing the NAVD 88
 GC0271.geopotential number by the normal gravity value computed on the
 GC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0271.degrees latitude (g = 980.6199 gals.).
 GC0271
 GC0271.The modeled gravity was interpolated from observed gravity values.
 GC0271
 GC0271;                    North         East    Units  Estimated Accuracy
 GC0271;SPC TN       -   206,120.      577,160.      MT  (+/- 180 meters Scaled)
 GC0271
 GC0271                          SUPERSEDED SURVEY CONTROL
 GC0271
 GC0271  NGVD 29 (??/??/92)  176.422  (m)          578.81   (f) ADJ UNCH    2 0
 GC0271
 GC0271.Superseded values are not recommended for survey control.
 GC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0271.See file dsdata.txt to determine how the superseded data were derived.
 GC0271
 GC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF670053(NAD 83)
 GC0271_MARKER: DB = BENCH MARK DISK
 GC0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0271_STAMPING: Y 266 1960
 GC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0271+STABILITY: SURFACE MOTION
 GC0271
 GC0271  HISTORY     - Date     Condition        Report By
 GC0271  HISTORY     - 1960     MONUMENTED       CGS
 GC0271
 GC0271                          STATION DESCRIPTION
 GC0271
 GC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0271'3.2 MI SE FROM LEBANON.
 GC0271'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0271'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 0.1 MILE EAST
 GC0271'ON A TRACK ROAD, THEN 0.3 MILE NORTH ON STATE HIGHWAY 26, THEN 1.0
 GC0271'MILE EAST ON A PAVED ROAD, THEN 0.1 MILE NORTH ON PEYTON ROAD.
 GC0271'THE BENCH MARK IS ABOUT 200 FT. SOUTH OF THE CENTER OF PROPOSED
 GC0271'INTERSTATE HIGHWAY 40, 236 FT. NORTH OF THE CENTER OF A PRIVATE
 GC0271'DRIVE, 93 FT. NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 GC0271'17 FT. WEST OF THE CENTER OF PEYTON ROAD, 1.1 FT. EAST OF A FENCE,
 GC0271'AND 1.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GC0271'OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH THE
 GC0271'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0611 ***********************************************************************
 FD0611  DESIGNATION -  Y 227
 FD0611  PID         -  FD0611
 FD0611  STATE/COUNTY-  TN/RUTHERFORD
 FD0611  USGS QUAD   -  SMYRNA (1998)
 FD0611
 FD0611                         *CURRENT SURVEY CONTROL
 FD0611  ___________________________________________________________________
 FD0611* NAD 83(1986)-  35 57 09.     (N)    086 33 07.     (W)     SCALED    
 FD0611* NAVD 88     -       182.970  (meters)     600.29   (feet)  ADJUSTED  
 FD0611  ___________________________________________________________________
 FD0611  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD0611  DYNAMIC HT  -         182.812 (meters)     599.78  (feet)  COMP
 FD0611  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 FD0611
 FD0611  VERT ORDER  -  SECOND    CLASS 0
 FD0611
 FD0611.The horizontal coordinates were scaled from a topographic map and have
 FD0611.an estimated accuracy of +/- 6 seconds.
 FD0611
 FD0611.The orthometric height was determined by differential leveling
 FD0611.and adjusted by the National Geodetic Survey in June 1991..
 FD0611
 FD0611.The geoid height was determined by GEOID03.
 FD0611
 FD0611.The dynamic height is computed by dividing the NAVD 88
 FD0611.geopotential number by the normal gravity value computed on the
 FD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0611.degrees latitude (g = 980.6199 gals.).
 FD0611
 FD0611.The modeled gravity was interpolated from observed gravity values.
 FD0611
 FD0611;                    North         East    Units  Estimated Accuracy
 FD0611;SPC TN       -   179,790.      550,210.      MT  (+/- 180 meters Scaled)
 FD0611
 FD0611                          SUPERSEDED SURVEY CONTROL
 FD0611
 FD0611  NGVD 29 (??/??/92)  182.987  (m)          600.35   (f) ADJ UNCH    2 0
 FD0611
 FD0611.Superseded values are not recommended for survey control.
 FD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0611.See file dsdata.txt to determine how the superseded data were derived.
 FD0611
 FD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE404787(NAD 83)
 FD0611_MARKER: DB = BENCH MARK DISK
 FD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0611_STAMPING: Y 227 1960
 FD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0611+STABILITY: SURFACE MOTION
 FD0611
 FD0611  HISTORY     - Date     Condition        Report By
 FD0611  HISTORY     - 1960     MONUMENTED       CGS
 FD0611  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0611
 FD0611                          STATION DESCRIPTION
 FD0611
 FD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0611'9.1 MI SE FROM ANTIOCH.
 FD0611'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0611'ROAD FOR 0.1 MILE, THEN 9.0 MILES SOUTHEAST ON INTERSTATE
 FD0611'HIGHWAY 24 TO THE INTERSECTION OF GRAVELED ROAD.  THE BENCH MARK
 FD0611'IS 104 FT. SOUTHEAST OF THE CENTER OF THE FRONT DOORS OF THE MT.
 FD0611'VIEW CHURCH, 35 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 FD0611'15 FT. EAST OF A FENCE CORNER, AND 1.5 FT. EAST OF A WITNESS
 FD0611'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0611'3 INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
 FD0611
 FD0611                          STATION RECOVERY (2001)
 FD0611
 FD0611'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0118 ***********************************************************************
 FD0118  DESIGNATION -  Y 228
 FD0118  PID         -  FD0118
 FD0118  STATE/COUNTY-  TN/COFFEE
 FD0118  USGS QUAD   -  NOAH (1976)
 FD0118
 FD0118                         *CURRENT SURVEY CONTROL
 FD0118  ___________________________________________________________________
 FD0118* NAD 83(1986)-  35 36 00.     (N)    086 13 07.     (W)     SCALED    
 FD0118* NAVD 88     -       299.587  (meters)     982.89   (feet)  ADJUSTED  
 FD0118  ___________________________________________________________________
 FD0118  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0118  DYNAMIC HT  -         299.309 (meters)     981.98  (feet)  COMP
 FD0118  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0118
 FD0118  VERT ORDER  -  SECOND    CLASS 0
 FD0118
 FD0118.The horizontal coordinates were scaled from a topographic map and have
 FD0118.an estimated accuracy of +/- 6 seconds.
 FD0118
 FD0118.The orthometric height was determined by differential leveling
 FD0118.and adjusted by the National Geodetic Survey in June 1991..
 FD0118
 FD0118.The geoid height was determined by GEOID03.
 FD0118
 FD0118.The dynamic height is computed by dividing the NAVD 88
 FD0118.geopotential number by the normal gravity value computed on the
 FD0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0118.degrees latitude (g = 980.6199 gals.).
 FD0118
 FD0118.The modeled gravity was interpolated from observed gravity values.
 FD0118
 FD0118;                    North         East    Units  Estimated Accuracy
 FD0118;SPC TN       -   140,560.      580,190.      MT  (+/- 180 meters Scaled)
 FD0118
 FD0118                          SUPERSEDED SURVEY CONTROL
 FD0118
 FD0118  NGVD 29 (??/??/92)  299.582  (m)          982.88   (f) ADJ UNCH    2 0
 FD0118
 FD0118.Superseded values are not recommended for survey control.
 FD0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0118.See file dsdata.txt to determine how the superseded data were derived.
 FD0118
 FD0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE707398(NAD 83)
 FD0118_MARKER: DB = BENCH MARK DISK
 FD0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0118_STAMPING: Y 228 1960
 FD0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0118+STABILITY: SURFACE MOTION
 FD0118
 FD0118  HISTORY     - Date     Condition        Report By
 FD0118  HISTORY     - 1960     MONUMENTED       CGS
 FD0118
 FD0118                          STATION DESCRIPTION
 FD0118
 FD0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0118'2.2 MI SE FROM BEECH GROVE.
 FD0118'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0118'U.S. HIGHWAY 41 TO THE T JUNCTION OF A GRAVELED ROAD LEADING
 FD0118'SOUTH.  THE BENCH MARK IS 71 FT. NORTHWEST OF A TELEPHONE POLE
 FD0118'AND SIGN, HAMPSHIRE-HERFORD FARM, 52 FT. NORTHWEST OF THE CENTER
 FD0118'OF THE GRAVELED ROAD, 42 FT. SOUTHWEST OF THE CENTER OF U.S.
 FD0118'HIGHWAY 41, AND 2 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS
 FD0118'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2
 FD0118'FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0160 ***********************************************************************
 GD0160  DESIGNATION -  Y 23
 GD0160  PID         -  GD0160
 GD0160  STATE/COUNTY-  TN/HENRY
 GD0160  USGS QUAD   -  PARIS (1986)
 GD0160
 GD0160                         *CURRENT SURVEY CONTROL
 GD0160  ___________________________________________________________________
 GD0160* NAD 83(1986)-  36 17 14.     (N)    088 21 14.     (W)     SCALED    
 GD0160* NAVD 88     -       148.042  (meters)     485.70   (feet)  ADJUSTED  
 GD0160  ___________________________________________________________________
 GD0160  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0160  DYNAMIC HT  -         147.920 (meters)     485.30  (feet)  COMP
 GD0160  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GD0160
 GD0160  VERT ORDER  -  SECOND    CLASS 0
 GD0160
 GD0160.The horizontal coordinates were scaled from a topographic map and have
 GD0160.an estimated accuracy of +/- 6 seconds.
 GD0160
 GD0160.The orthometric height was determined by differential leveling
 GD0160.and adjusted by the National Geodetic Survey in June 1991..
 GD0160
 GD0160.The geoid height was determined by GEOID03.
 GD0160
 GD0160.The dynamic height is computed by dividing the NAVD 88
 GD0160.geopotential number by the normal gravity value computed on the
 GD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0160.degrees latitude (g = 980.6199 gals.).
 GD0160
 GD0160.The modeled gravity was interpolated from observed gravity values.
 GD0160
 GD0160;                    North         East    Units  Estimated Accuracy
 GD0160;SPC TN       -   219,330.      388,560.      MT  (+/- 180 meters Scaled)
 GD0160
 GD0160                          SUPERSEDED SURVEY CONTROL
 GD0160
 GD0160  NGVD 29 (??/??/??)  148.083  (m)          485.84   (f) ADJUSTED    2 0
 GD0160
 GD0160.Superseded values are not recommended for survey control.
 GD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0160.See file dsdata.txt to determine how the superseded data were derived.
 GD0160
 GD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF784166(NAD 83)
 GD0160_MARKER: DB = BENCH MARK DISK
 GD0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0160_STAMPING: Y 23 1934 486.049
 GD0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0160+STABILITY: SURFACE MOTION
 GD0160
 GD0160  HISTORY     - Date     Condition        Report By
 GD0160  HISTORY     - 1934     MONUMENTED       CGS
 GD0160  HISTORY     - 1968     GOOD             CGS
 GD0160  HISTORY     - 1971     GOOD             NGS
 GD0160
 GD0160                          STATION DESCRIPTION
 GD0160
 GD0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0160'1.6 MI SW FROM PARIS.
 GD0160'THE MARK IS 1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GD0160'NASHVILLE RAILROAD FROM THE STATION AT PARIS, 0.3 OF A MILE
 GD0160'NORTHEAST OF MILEPOST NO. 249, 23 RAILS SOUTHWEST OF A BRIDGE
 GD0160'OVER THE TRACKS, 54 FEET SOUTHWEST OF A TELEGRAPH POLE, 37
 GD0160'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTHWEST OF A
 GD0160'FENCE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GD0160'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD0160'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GD0160'Y 23 1934 486.049.  NOTE-- STATION IS PLUS OR MINUS 900 FT SW
 GD0160'OF BRIDGE OVER RR TRACK.  C AND GS POST AND SIGN 1.0 FT E OF
 GD0160'MONUMENT.
 GD0160
 GD0160                          STATION RECOVERY (1971)
 GD0160
 GD0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1695 ***********************************************************************
 GB1695  DESIGNATION -  Y 230
 GB1695  PID         -  GB1695
 GB1695  STATE/COUNTY-  TN/PUTNAM
 GB1695  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1695
 GB1695                         *CURRENT SURVEY CONTROL
 GB1695  ___________________________________________________________________
 GB1695* NAD 83(1986)-  36 08 43.     (N)    085 24 58.     (W)     SCALED    
 GB1695* NAVD 88     -       307.309  (meters)    1008.23   (feet)  ADJUSTED  
 GB1695  ___________________________________________________________________
 GB1695  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GB1695  DYNAMIC HT  -         307.032 (meters)    1007.32  (feet)  COMP
 GB1695  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 GB1695
 GB1695  VERT ORDER  -  SECOND    CLASS 0
 GB1695
 GB1695.The horizontal coordinates were scaled from a topographic map and have
 GB1695.an estimated accuracy of +/- 6 seconds.
 GB1695
 GB1695.The orthometric height was determined by differential leveling
 GB1695.and adjusted by the National Geodetic Survey in June 1991..
 GB1695
 GB1695.The geoid height was determined by GEOID03.
 GB1695
 GB1695.The dynamic height is computed by dividing the NAVD 88
 GB1695.geopotential number by the normal gravity value computed on the
 GB1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1695.degrees latitude (g = 980.6199 gals.).
 GB1695
 GB1695.The modeled gravity was interpolated from observed gravity values.
 GB1695
 GB1695;                    North         East    Units  Estimated Accuracy
 GB1695;SPC TN       -   201,190.      652,550.      MT  (+/- 180 meters Scaled)
 GB1695
 GB1695                          SUPERSEDED SURVEY CONTROL
 GB1695
 GB1695  NGVD 29 (??/??/92)  307.362  (m)         1008.40   (f) ADJ UNCH    2 0
 GB1695
 GB1695.Superseded values are not recommended for survey control.
 GB1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1695.See file dsdata.txt to determine how the superseded data were derived.
 GB1695
 GB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF424012(NAD 83)
 GB1695_MARKER: DB = BENCH MARK DISK
 GB1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1695_STAMPING: Y 230 1960
 GB1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1695+STABILITY: SURFACE MOTION
 GB1695
 GB1695  HISTORY     - Date     Condition        Report By
 GB1695  HISTORY     - 1960     MONUMENTED       CGS
 GB1695
 GB1695                          STATION DESCRIPTION
 GB1695
 GB1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1695'7.2 MI SE FROM COOKEVILLE.
 GB1695'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1695'HIGHWAY 42, THEN 3.05 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE
 GB1695'JUNCTION OF U.S. HIGHWAY 70N, THEN 1.4 MILES EAST ON A PAVED
 GB1695'ROAD TO A T JUNCTION, THEN 0.6 MILE NORTH AND EAST ON A GRAVELED
 GB1695'ROAD TO A T JUNCTION, CONTINUE EAST FOR 0.3 MILE ON THE GRAVELED
 GB1695'ROAD.  THE BENCH MARK IS 93 FT. SOUTH OF THE CENTER OF THE FRONT
 GB1695'PORCH OF A FARM HOUSE, 20 FT. NORTH OF THE CENTER OF THE
 GB1695'GRAVELED ROAD, 16 FT. SOUTH OF A LIGHT POLE, AND 2 FT. SOUTH OF
 GB1695'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1695'PROJECTING 2 INCHES AND ABOUT 3 FT. BELOW THE LEVEL OF THE
 GB1695'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0880 ***********************************************************************
 FC0880  DESIGNATION -  Y 231
 FC0880  PID         -  FC0880
 FC0880  STATE/COUNTY-  TN/CUMBERLAND
 FC0880  USGS QUAD   -  CROSSVILLE (1982)
 FC0880
 FC0880                         *CURRENT SURVEY CONTROL
 FC0880  ___________________________________________________________________
 FC0880* NAD 83(1986)-  35 58 26.     (N)    085 00 04.     (W)     SCALED    
 FC0880* NAVD 88     -       554.245  (meters)    1818.39   (feet)  ADJUSTED  
 FC0880  ___________________________________________________________________
 FC0880  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC0880  DYNAMIC HT  -         553.730 (meters)    1816.70  (feet)  COMP
 FC0880  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0880
 FC0880  VERT ORDER  -  SECOND    CLASS 0
 FC0880
 FC0880.The horizontal coordinates were scaled from a topographic map and have
 FC0880.an estimated accuracy of +/- 6 seconds.
 FC0880
 FC0880.The orthometric height was determined by differential leveling
 FC0880.and adjusted by the National Geodetic Survey in June 1991..
 FC0880
 FC0880.The geoid height was determined by GEOID03.
 FC0880
 FC0880.The dynamic height is computed by dividing the NAVD 88
 FC0880.geopotential number by the normal gravity value computed on the
 FC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0880.degrees latitude (g = 980.6199 gals.).
 FC0880
 FC0880.The modeled gravity was interpolated from observed gravity values.
 FC0880
 FC0880;                    North         East    Units  Estimated Accuracy
 FC0880;SPC TN       -   182,480.      690,090.      MT  (+/- 180 meters Scaled)
 FC0880
 FC0880                          SUPERSEDED SURVEY CONTROL
 FC0880
 FC0880  NGVD 29 (??/??/92)  554.310  (m)         1818.60   (f) ADJ UNCH    2 0
 FC0880
 FC0880.Superseded values are not recommended for survey control.
 FC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0880.See file dsdata.txt to determine how the superseded data were derived.
 FC0880
 FC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE802829(NAD 83)
 FC0880_MARKER: DB = BENCH MARK DISK
 FC0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0880_STAMPING: Y 231 1960
 FC0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0880+STABILITY: SURFACE MOTION
 FC0880
 FC0880  HISTORY     - Date     Condition        Report By
 FC0880  HISTORY     - 1960     MONUMENTED       CGS
 FC0880
 FC0880                          STATION DESCRIPTION
 FC0880
 FC0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0880'5.6 MI NE FROM CROSSVILLE.
 FC0880'FROM THE POST OFFICE IN CROSSVILLE, GO 2.6 MILES NORTHWEST ON
 FC0880'STATE HIGHWAY 127, THEN 1.15 MILES EAST ON A PAVED ROAD, THEN
 FC0880'0.7 MILE NORTH ON A PAVED ROAD (GENESIS ROAD), THEN 0.85 MILE EAST
 FC0880'ON A GRAVELED ROAD, THEN 0.4 MILE SOUTH ON A GRAVELED ROAD.  THE
 FC0880'BENCH MARK IS ABOUT 200 FT. SOUTHWEST OF THE CENTER OF PROPOSED
 FC0880'INTERSTATE HIGHWAY 40, ABOUT 100 YARDS NORTH OF A HOUSE ON THE WEST
 FC0880'SIDE OF THE ROAD, 18.6 FT. NORTHEAST OF THE CENTER OF THE GRAVELED
 FC0880'ROAD, 1.7 FT. NORTHWEST OF A POWER LINE POLE, 1 FT. EAST OF A FENCE,
 FC0880'AND 2 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FC0880'A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL
 FC0880'OF THE GRAVELED ROAD.  NOTE-- THIS MARK IS ABOUT 0.5 MILE NORTHWEST
 FC0880'OF HUGH 1960, ALONG INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0908 ***********************************************************************
 FC0908  DESIGNATION -  Y 232
 FC0908  PID         -  FC0908
 FC0908  STATE/COUNTY-  TN/ROANE
 FC0908  USGS QUAD   -  CARDIFF (1990)
 FC0908
 FC0908                         *CURRENT SURVEY CONTROL
 FC0908  ___________________________________________________________________
 FC0908* NAD 83(1986)-  35 52 46.     (N)    084 41 13.     (W)     SCALED    
 FC0908* NAVD 88     -       281.947  (meters)     925.02   (feet)  ADJUSTED  
 FC0908  ___________________________________________________________________
 FC0908  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0908  DYNAMIC HT  -         281.683 (meters)     924.15  (feet)  COMP
 FC0908  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FC0908
 FC0908  VERT ORDER  -  SECOND    CLASS 0
 FC0908
 FC0908.The horizontal coordinates were scaled from a topographic map and have
 FC0908.an estimated accuracy of +/- 6 seconds.
 FC0908
 FC0908.The orthometric height was determined by differential leveling
 FC0908.and adjusted by the National Geodetic Survey in June 1991..
 FC0908
 FC0908.The geoid height was determined by GEOID03.
 FC0908
 FC0908.The dynamic height is computed by dividing the NAVD 88
 FC0908.geopotential number by the normal gravity value computed on the
 FC0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0908.degrees latitude (g = 980.6199 gals.).
 FC0908
 FC0908.The modeled gravity was interpolated from observed gravity values.
 FC0908
 FC0908;                    North         East    Units  Estimated Accuracy
 FC0908;SPC TN       -   172,340.      718,560.      MT  (+/- 180 meters Scaled)
 FC0908
 FC0908                          SUPERSEDED SURVEY CONTROL
 FC0908
 FC0908  NGVD 29 (??/??/92)  282.049  (m)          925.36   (f) ADJ UNCH    2 0
 FC0908
 FC0908.Superseded values are not recommended for survey control.
 FC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0908.See file dsdata.txt to determine how the superseded data were derived.
 FC0908
 FC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE088730(NAD 83)
 FC0908_MARKER: DB = BENCH MARK DISK
 FC0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0908_SP_SET: BRIDGE
 FC0908_STAMPING: Y 232 1960
 FC0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0908
 FC0908  HISTORY     - Date     Condition        Report By
 FC0908  HISTORY     - 1960     MONUMENTED       CGS
 FC0908  HISTORY     - 1972     GOOD             TVA
 FC0908
 FC0908                          STATION DESCRIPTION
 FC0908
 FC0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0908'0.9 MI NE FROM ROCKWOOD.
 FC0908'FROM THE POST OFFICE IN ROCKWOOD, GO 0.4 MILE EAST ON SPRING ST.,
 FC0908'THEN 0.5 MILE NORTHEAST ON ROCKWOOD ST. TO A BRIDGE OVER A SMALL
 FC0908'CREEK.  THE BENCH MARK IS 25 FT. NORTHWEST OF A POWER LINE POLE,
 FC0908'AND 14 FT. SOUTH OF THE CENTER OF ROCKWOOD ST.  THE DISK IS
 FC0908'CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST WINGWALL OF
 FC0908'THE BRIDGE, AND ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
 FC0908
 FC0908                          STATION RECOVERY (1972)
 FC0908
 FC0908'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0207 ***********************************************************************
 FC0207  CBN         -  This is a Cooperative Base Network Control Station.
 FC0207  DESIGNATION -  Y 233
 FC0207  PID         -  FC0207
 FC0207  STATE/COUNTY-  TN/LOUDON
 FC0207  USGS QUAD   -  LENOIR CITY (1986)
 FC0207
 FC0207                         *CURRENT SURVEY CONTROL
 FC0207  ___________________________________________________________________
 FC0207* NAD 83(1995)-  35 52 10.84850(N)    084 17 24.31265(W)     ADJUSTED  
 FC0207* NAVD 88     -       277.021  (meters)     908.86   (feet)  ADJUSTED  
 FC0207  ___________________________________________________________________
 FC0207  X           -     514,839.247 (meters)                     COMP
 FC0207  Y           -  -5,149,009.666 (meters)                     COMP
 FC0207  Z           -   3,716,628.019 (meters)                     COMP
 FC0207  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 FC0207  ELLIP HEIGHT-         246.42  (meters)          (08/03/04) GPS OBS
 FC0207  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0207  DYNAMIC HT  -         276.759 (meters)     908.00  (feet)  COMP
 FC0207  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 FC0207
 FC0207  HORZ ORDER  -  A
 FC0207  VERT ORDER  -  SECOND    CLASS 0
 FC0207  ELLP ORDER  -  FOURTH    CLASS I
 FC0207
 FC0207.The horizontal coordinates were established by GPS observations
 FC0207.and adjusted by the National Geodetic Survey in August 2004..
 FC0207
 FC0207.The orthometric height was determined by differential leveling
 FC0207.and adjusted by the National Geodetic Survey in June 1991..
 FC0207
 FC0207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0207
 FC0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0207
 FC0207.The ellipsoidal height was determined by GPS observations
 FC0207.and is referenced to NAD 83.
 FC0207
 FC0207.The geoid height was determined by GEOID03.
 FC0207
 FC0207.The dynamic height is computed by dividing the NAVD 88
 FC0207.geopotential number by the normal gravity value computed on the
 FC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0207.degrees latitude (g = 980.6199 gals.).
 FC0207
 FC0207.The modeled gravity was interpolated from observed gravity values.
 FC0207
 FC0207;                    North         East     Units Scale Factor Converg.
 FC0207;SPC TN       -   171,805.088   754,409.536   MT  0.99994859   +1 00 03.8
 FC0207;SPC TN       -   563,663.86  2,475,091.95   sFT  0.99994859   +1 00 03.8
 FC0207;UTM  16      - 3,972,885.991   744,668.059   MT  1.00033770   +1 35 19.1
 FC0207
 FC0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0207!SPC TN       -   0.99996133  x   0.99994859  =   0.99990992
 FC0207!UTM  16      -   0.99996133  x   1.00033770  =   1.00029901
 FC0207
 FC0207                          SUPERSEDED SURVEY CONTROL
 FC0207
 FC0207  NAVD 88 (08/03/04)  277.02   (m)          908.9    (f) LEVELING    3  
 FC0207  NGVD 29 (??/??/92)  277.132  (m)          909.22   (f) ADJ UNCH    2 0
 FC0207
 FC0207.Superseded values are not recommended for survey control.
 FC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0207.See file dsdata.txt to determine how the superseded data were derived.
 FC0207
 FC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4466872886(NAD 83)
 FC0207_MARKER: DB = BENCH MARK DISK
 FC0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0207_SP_SET: CULVERT
 FC0207_STAMPING: Y 233 1960
 FC0207_MARK LOGO: CGS   
 FC0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0207+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC0207
 FC0207  HISTORY     - Date     Condition        Report By
 FC0207  HISTORY     - 1960     MONUMENTED       CGS
 FC0207  HISTORY     - 20031010 GOOD             TNDT
 FC0207
 FC0207                          STATION DESCRIPTION
 FC0207
 FC0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0207'5.2 MI N FROM EATON CROSSROADS.
 FC0207'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0207'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0207'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 2.0
 FC0207'MILES WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 43 FT.
 FC0207'SOUTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANES.  THE DISK
 FC0207'IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHWEST CORNER OF A
 FC0207'4 BY 4 CONCRETE CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC
 FC0207'LANES, AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE ROAD.
 FC0207
 FC0207                          STATION RECOVERY (2003)
 FC0207
 FC0207'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC0207'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2454 ***********************************************************************
 GA2454  DESIGNATION -  Y 234
 GA2454  PID         -  GA2454
 GA2454  STATE/COUNTY-  TN/KNOX
 GA2454  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2454
 GA2454                         *CURRENT SURVEY CONTROL
 GA2454  ___________________________________________________________________
 GA2454* NAD 83(1986)-  36 01 20.     (N)    083 54 53.     (W)     SCALED    
 GA2454* NAVD 88     -       292.195  (meters)     958.64   (feet)  ADJUSTED  
 GA2454  ___________________________________________________________________
 GA2454  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2454  DYNAMIC HT  -         291.924 (meters)     957.75  (feet)  COMP
 GA2454  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA2454
 GA2454  VERT ORDER  -  SECOND    CLASS 0
 GA2454
 GA2454.The horizontal coordinates were scaled from a topographic map and have
 GA2454.an estimated accuracy of +/- 6 seconds.
 GA2454
 GA2454.The orthometric height was determined by differential leveling
 GA2454.and adjusted by the National Geodetic Survey in June 1991..
 GA2454
 GA2454.The geoid height was determined by GEOID03.
 GA2454
 GA2454.The dynamic height is computed by dividing the NAVD 88
 GA2454.geopotential number by the normal gravity value computed on the
 GA2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2454.degrees latitude (g = 980.6199 gals.).
 GA2454
 GA2454.The modeled gravity was interpolated from observed gravity values.
 GA2454
 GA2454;                    North         East    Units  Estimated Accuracy
 GA2454;SPC TN       -   189,380.      787,940.      MT  (+/- 180 meters Scaled)
 GA2454
 GA2454                          SUPERSEDED SURVEY CONTROL
 GA2454
 GA2454  NGVD 29 (??/??/92)  292.325  (m)          959.07   (f) ADJ UNCH    2 0
 GA2454
 GA2454.Superseded values are not recommended for survey control.
 GA2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2454.See file dsdata.txt to determine how the superseded data were derived.
 GA2454
 GA2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373903(NAD 83)
 GA2454_MARKER: DB = BENCH MARK DISK
 GA2454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2454_SP_SET: CULVERT
 GA2454_STAMPING: Y 234 1961
 GA2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2454
 GA2454  HISTORY     - Date     Condition        Report By
 GA2454  HISTORY     - 1961     MONUMENTED       CGS
 GA2454  HISTORY     - 1981     GOOD             LOCENG
 GA2454
 GA2454                          STATION DESCRIPTION
 GA2454
 GA2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2454'IN NORTH EAST KNOXVILLE.
 GA2454'FROM THE INTERSECTION OF BROADWAY AND GREENWAY DRIVE IN NORTHEAST
 GA2454'KNOXVILLE, GO 0.5 EAST ON GREENWAY DRIVE TO NORA ROAD, THEN GO
 GA2454'0.15 MILE SOUTHEAST ON NORA ROAD TO A 15 FT. CULVERT UNDER THE
 GA2454'ROAD.  THE BENCH MARK IS 12 FT. SOUTHWEST OF THE CENTER OF NORA
 GA2454'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST
 GA2454'END OF THE WEST CONCRETE HEADWALL OF THE CULVERT, AND IS ABOUT 1
 GA2454'FT. ABOVE THE LEVEL OF THE ROAD.
 GA2454
 GA2454                          STATION RECOVERY (1981)
 GA2454
 GA2454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0704 ***********************************************************************
 GB0704  DESIGNATION -  Y 235
 GB0704  PID         -  GB0704
 GB0704  STATE/COUNTY-  TN/ANDERSON
 GB0704  USGS QUAD   -  LAKE CITY (1973)
 GB0704
 GB0704                         *CURRENT SURVEY CONTROL
 GB0704  ___________________________________________________________________
 GB0704* NAD 83(1986)-  36 12 59.     (N)    084 08 33.     (W)     SCALED    
 GB0704* NAVD 88     -       295.645  (meters)     969.96   (feet)  ADJUSTED  
 GB0704  ___________________________________________________________________
 GB0704  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB0704  DYNAMIC HT  -         295.379 (meters)     969.09  (feet)  COMP
 GB0704  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 GB0704
 GB0704  VERT ORDER  -  SECOND    CLASS 0
 GB0704
 GB0704.The horizontal coordinates were scaled from a topographic map and have
 GB0704.an estimated accuracy of +/- 6 seconds.
 GB0704
 GB0704.The orthometric height was determined by differential leveling
 GB0704.and adjusted by the National Geodetic Survey in June 1991..
 GB0704
 GB0704.The geoid height was determined by GEOID03.
 GB0704
 GB0704.The dynamic height is computed by dividing the NAVD 88
 GB0704.geopotential number by the normal gravity value computed on the
 GB0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0704.degrees latitude (g = 980.6199 gals.).
 GB0704
 GB0704.The modeled gravity was interpolated from observed gravity values.
 GB0704
 GB0704;                    North         East    Units  Estimated Accuracy
 GB0704;SPC TN       -   210,510.      767,010.      MT  (+/- 180 meters Scaled)
 GB0704
 GB0704                          SUPERSEDED SURVEY CONTROL
 GB0704
 GB0704  NGVD 29 (??/??/92)  295.758  (m)          970.33   (f) ADJ UNCH    2 0
 GB0704
 GB0704.Superseded values are not recommended for survey control.
 GB0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0704.See file dsdata.txt to determine how the superseded data were derived.
 GB0704
 GB0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568117(NAD 83)
 GB0704_MARKER: DB = BENCH MARK DISK
 GB0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0704_STAMPING: Y 235 1961
 GB0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0704+STABILITY: SURFACE MOTION
 GB0704
 GB0704  HISTORY     - Date     Condition        Report By
 GB0704  HISTORY     - 1961     MONUMENTED       CGS
 GB0704  HISTORY     - 1973     GOOD             TVA
 GB0704
 GB0704                          STATION DESCRIPTION
 GB0704
 GB0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0704'2.4 MI SE FROM LAKE CITY.
 GB0704'FROM THE POST OFFICE IN LAKE CITY, GO SOUTH ON U.S. HIGHWAY 25W
 GB0704'FOR 0.15 MILE, THEN 1.6 MILE SOUTHEASTERLY ON FOURTH ST. (SAVAGE
 GB0704'GARDEN ROAD) TO A BRIDGE CROSSING COAL CREEK, TURN RIGHT AND GO
 GB0704'SOUTH FOR 0.7 MILE TO A Y INTERESCTION.  THE BENCH MARK IS AT THE
 GB0704'Y INTERSECTION ABOUT 200 FT. NORTHWEST OF INTERSTATE 75, 30 FT.
 GB0704'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 22 FT. NORTHWEST OF
 GB0704'THE CENTER OF A GRAVELED ROAD, 1 FT. SOUTHEAST OF A FENCE, AND 2.5
 GB0704'FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GB0704'A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 4 FT. ABOVE THE
 GB0704'LEVEL OF THE ROAD.  NOTE-- TO REACH X 235, GO NORTH FOR 0.7 MILE,
 GB0704'THEN 2.2 MILE EASTERLY ON SAVAGE GARDEN ROAD TO A BRIDGE OVER THE
 GB0704'CLINCH RIVER, THEN GO 0.8 MILE SOUTH ON A GRAVELED ROAD.
 GB0704
 GB0704                          STATION RECOVERY (1973)
 GB0704
 GB0704'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2436 ***********************************************************************
 GA2436  DESIGNATION -  Y 236 RESET
 GA2436  PID         -  GA2436
 GA2436  STATE/COUNTY-  TN/KNOX
 GA2436  USGS QUAD   -  MASCOT (1987)
 GA2436
 GA2436                         *CURRENT SURVEY CONTROL
 GA2436  ___________________________________________________________________
 GA2436* NAD 83(1986)-  36 00 02.     (N)    083 43 57.     (W)     SCALED    
 GA2436* NAVD 88     -       349.66   (meters)    1147.2    (feet)  RESET     
 GA2436  ___________________________________________________________________
 GA2436  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2436
 GA2436  VERT ORDER  -  THIRD
 GA2436
 GA2436.The horizontal coordinates were scaled from a topographic map and have
 GA2436.an estimated accuracy of +/- 6 seconds.
 GA2436
 GA2436.The orthometric height was computed from unverified reset data.
 GA2436
 GA2436.The geoid height was determined by GEOID03.
 GA2436
 GA2436;                    North         East    Units  Estimated Accuracy
 GA2436;SPC TN       -   187,350.      804,420.      MT  (+/- 180 meters Scaled)
 GA2436
 GA2436                          SUPERSEDED SURVEY CONTROL
 GA2436
 GA2436.No superseded survey control is available for this station.
 GA2436
 GA2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV536874(NAD 83)
 GA2436_MARKER: DB = BENCH MARK DISK
 GA2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2436_STAMPING: Y 236 RESET 1972
 GA2436_MARK LOGO: NGS   
 GA2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2436+STABILITY: SURFACE MOTION
 GA2436
 GA2436  HISTORY     - Date     Condition        Report By
 GA2436  HISTORY     - 1972     MONUMENTED       NGS
 GA2436
 GA2436                          STATION DESCRIPTION
 GA2436
 GA2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2436'2 MI SSW FROM TRENTVILLE.
 GA2436'FROM THE Y JUNCTION OF U.S. HIGHWAYS 70, 11E, 25W, AND STRAW
 GA2436'PLAINS PIKE IN THE SMALL COMMUNITY OF TRENTVILLE EAST OF
 GA2436'KNOXVILLE, TURN SHARP RIGHT ONTO STRAW PLAINS PIKE AND GO
 GA2436'SOUTHWESTERLY FOR 0.65 OF A MILE TO MC CUBBINS ROAD ON THE LEFT,
 GA2436'THENCE LEFT, SOUTHERLY, ON MC CUBBINS ROAD FOR 1.15 MILES TO
 GA2436'MC MILLAN ROAD ON THE RIGHT, CONTINUE SOUTHERLY AND SOUTHEASTERLY
 GA2436'ON MC CUBBINS ROAD FOR 0.7 OF A MILE TO MC CARTNEY ROAD RIGHT,
 GA2436'THENCE LEFT EASTERLY ON MC CUBBINS ROAD FOR ABOUT 0.05 OF
 GA2436'A MILE TO THE MARK ON THE RIGHT ACROSS THE INTERSTATE ROUTE 40
 GA2436'UNDER CONSTRUCTION.  IT IS ABOUT 240 FEET EAST OF THE APPROXIMATE
 GA2436'CENTER OF THE INTERSECTION OF MC CUBBINS ROAD AND MC CARTNEY
 GA2436'ROAD, 162 FEET SOUTH OF THE APPROXIMATE CENTER OF INTERSTATE
 GA2436'ROUTE 40, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 GA2436'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GA2436'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GA2436'Y 236 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0270 ***********************************************************************
 FC0270  DESIGNATION -  Y 237
 FC0270  PID         -  FC0270
 FC0270  STATE/COUNTY-  TN/LOUDON
 FC0270  USGS QUAD   -  LENOIR CITY (1986)
 FC0270
 FC0270                         *CURRENT SURVEY CONTROL
 FC0270  ___________________________________________________________________
 FC0270* NAD 83(1986)-  35 45 50.     (N)    084 21 56.     (W)     SCALED    
 FC0270* NAVD 88     -       230.188  (meters)     755.21   (feet)  ADJUSTED  
 FC0270  ___________________________________________________________________
 FC0270  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0270  DYNAMIC HT  -         229.967 (meters)     754.48  (feet)  COMP
 FC0270  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FC0270
 FC0270  VERT ORDER  -  SECOND    CLASS 0
 FC0270
 FC0270.The horizontal coordinates were scaled from a topographic map and have
 FC0270.an estimated accuracy of +/- 6 seconds.
 FC0270
 FC0270.The orthometric height was determined by differential leveling
 FC0270.and adjusted by the National Geodetic Survey in June 1991..
 FC0270
 FC0270.The geoid height was determined by GEOID03.
 FC0270
 FC0270.The dynamic height is computed by dividing the NAVD 88
 FC0270.geopotential number by the normal gravity value computed on the
 FC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0270.degrees latitude (g = 980.6199 gals.).
 FC0270
 FC0270.The modeled gravity was interpolated from observed gravity values.
 FC0270
 FC0270;                    North         East    Units  Estimated Accuracy
 FC0270;SPC TN       -   159,950.      747,790.      MT  (+/- 180 meters Scaled)
 FC0270
 FC0270                          SUPERSEDED SURVEY CONTROL
 FC0270
 FC0270  NGVD 29 (??/??/92)  230.300  (m)          755.58   (f) ADJ UNCH    2 0
 FC0270
 FC0270.Superseded values are not recommended for survey control.
 FC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0270.See file dsdata.txt to determine how the superseded data were derived.
 FC0270
 FC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE381609(NAD 83)
 FC0270_MARKER: DB = BENCH MARK DISK
 FC0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0270_SP_SET: CULVERT
 FC0270_STAMPING: Y 237 1961
 FC0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0270
 FC0270  HISTORY     - Date     Condition        Report By
 FC0270  HISTORY     - 1961     MONUMENTED       CGS
 FC0270
 FC0270                          STATION DESCRIPTION
 FC0270
 FC0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0270'7.4 MI SW FROM EATON CROSSROADS.
 FC0270'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0270'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 5.5
 FC0270'MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, CONTINUE STRAIGHT
 FC0270'AHEAD FOR 0.05 MILE TO A T JUNCTION, THEN GO 0.2 MILE WEST ON A
 FC0270'GRAVELED ROAD TO A CULVERT UNDER THE ROAD.  THE BENCH MARK IS 12.6
 FC0270'FT. SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.  THE DISK IS
 FC0270'CEMENTED IN A DRILL HOLE IN TOP OF THE EAST END OF THE SOUTHEAST
 FC0270'CONCRETE WINGWALL OF THE CONCRETE CULVERT UNDER GRAVELED ROAD AND
 FC0270'IS ABOUT 1 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1397 ***********************************************************************
 FB1397  DESIGNATION -  Y 238
 FB1397  PID         -  FB1397
 FB1397  STATE/COUNTY-  TN/COCKE
 FB1397  USGS QUAD   -  NEWPORT (1992)
 FB1397
 FB1397                         *CURRENT SURVEY CONTROL
 FB1397  ___________________________________________________________________
 FB1397* NAD 83(1986)-  35 53 59.     (N)    083 10 58.     (W)     SCALED    
 FB1397* NAVD 88     -       338.678  (meters)    1111.15   (feet)  ADJUSTED  
 FB1397  ___________________________________________________________________
 FB1397  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1397  DYNAMIC HT  -         338.355 (meters)    1110.09  (feet)  COMP
 FB1397  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 FB1397
 FB1397  VERT ORDER  -  SECOND    CLASS 0
 FB1397
 FB1397.The horizontal coordinates were scaled from a topographic map and have
 FB1397.an estimated accuracy of +/- 6 seconds.
 FB1397
 FB1397.The orthometric height was determined by differential leveling
 FB1397.and adjusted by the National Geodetic Survey in June 1991..
 FB1397
 FB1397.The geoid height was determined by GEOID03.
 FB1397
 FB1397.The dynamic height is computed by dividing the NAVD 88
 FB1397.geopotential number by the normal gravity value computed on the
 FB1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1397.degrees latitude (g = 980.6199 gals.).
 FB1397
 FB1397.The modeled gravity was interpolated from observed gravity values.
 FB1397
 FB1397;                    North         East    Units  Estimated Accuracy
 FB1397;SPC TN       -   177,450.      854,280.      MT  (+/- 180 meters Scaled)
 FB1397
 FB1397                          SUPERSEDED SURVEY CONTROL
 FB1397
 FB1397  NGVD 29 (??/??/92)  338.843  (m)         1111.69   (f) ADJ UNCH    2 0
 FB1397
 FB1397.Superseded values are not recommended for survey control.
 FB1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1397.See file dsdata.txt to determine how the superseded data were derived.
 FB1397
 FB1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV030750(NAD 83)
 FB1397_MARKER: DB = BENCH MARK DISK
 FB1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1397_STAMPING: Y 238 1961
 FB1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1397+STABILITY: SURFACE MOTION
 FB1397
 FB1397  HISTORY     - Date     Condition        Report By
 FB1397  HISTORY     - 1961     MONUMENTED       CGS
 FB1397
 FB1397                          STATION DESCRIPTION
 FB1397
 FB1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1397'6.8 MI SE FROM NEWPORT.
 FB1397'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE HIGHWAY
 FB1397'32 IN THE WEST SECTION OF NEWPORT, GO 2.5 MILES SOUTH ON STATE
 FB1397'HIGHWAY 32 TO A DRIVE-IN RESTAURANT ON THE RIGHT AND A T JUNCTION
 FB1397'OF A GRAVELED ROAD LEADING EAST, THEN GO 0.3 MILE EAST ON THE
 FB1397'GRAVELED ROAD, THEN 2.5 MILES SOUTHERLY ON A GRAVELED ROAD TO A
 FB1397'T JUNCTION, THEN GO 0.9 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION,
 FB1397'THEN 0.1 MILE SOUTH ON A GRAVELED ROAD TO A HOUSE ON THE RIGHT.
 FB1397'THE BENCH MARK IS ABOUT 0.1 MILE EAST OF INTERSTATE HIGHWAY 40,
 FB1397'47.5 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 16 FT.
 FB1397'WEST OF THE CENTER OF THE GRAVELED ROAD, 21 FT. SOUTH OF THE
 FB1397'CENTER OF A PRIVATE DRIVE, 2.2 FT. NORTH OF A FENCE, AND 1.5
 FB1397'FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FB1397'POST PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2061 ***********************************************************************
 GA2061  DESIGNATION -  Y 239
 GA2061  PID         -  GA2061
 GA2061  STATE/COUNTY-  TN/JEFFERSON
 GA2061  USGS QUAD   -  MORRISTOWN (1979)
 GA2061
 GA2061                         *CURRENT SURVEY CONTROL
 GA2061  ___________________________________________________________________
 GA2061* NAD 83(1986)-  36 08 13.     (N)    083 16 14.     (W)     SCALED    
 GA2061* NAVD 88     -       360.507  (meters)    1182.76   (feet)  ADJUSTED  
 GA2061  ___________________________________________________________________
 GA2061  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA2061  DYNAMIC HT  -         360.169 (meters)    1181.65  (feet)  COMP
 GA2061  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 GA2061
 GA2061  VERT ORDER  -  SECOND    CLASS 0
 GA2061
 GA2061.The horizontal coordinates were scaled from a topographic map and have
 GA2061.an estimated accuracy of +/- 6 seconds.
 GA2061
 GA2061.The orthometric height was determined by differential leveling
 GA2061.and adjusted by the National Geodetic Survey in June 1991..
 GA2061
 GA2061.The geoid height was determined by GEOID03.
 GA2061
 GA2061.The dynamic height is computed by dividing the NAVD 88
 GA2061.geopotential number by the normal gravity value computed on the
 GA2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2061.degrees latitude (g = 980.6199 gals.).
 GA2061
 GA2061.The modeled gravity was interpolated from observed gravity values.
 GA2061
 GA2061;                    North         East    Units  Estimated Accuracy
 GA2061;SPC TN       -   203,540.      845,630.      MT  (+/- 180 meters Scaled)
 GA2061
 GA2061                          SUPERSEDED SURVEY CONTROL
 GA2061
 GA2061  NGVD 29 (??/??/92)  360.646  (m)         1183.22   (f) ADJ UNCH    2 0
 GA2061
 GA2061.Superseded values are not recommended for survey control.
 GA2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2061.See file dsdata.txt to determine how the superseded data were derived.
 GA2061
 GA2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA956015(NAD 83)
 GA2061_MARKER: DB = BENCH MARK DISK
 GA2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2061_STAMPING: Y 239 1961
 GA2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2061+STABILITY: SURFACE MOTION
 GA2061
 GA2061  HISTORY     - Date     Condition        Report By
 GA2061  HISTORY     - 1961     MONUMENTED       CGS
 GA2061  HISTORY     - 1980     GOOD             NGS
 GA2061
 GA2061                          STATION DESCRIPTION
 GA2061
 GA2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2061'2.3 MI NE FROM WHITE PINE.
 GA2061'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2061'HIGHWAY 66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY
 GA2061'25E, THEN 0.5 MILE EAST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION
 GA2061'OF A GRAVELED ROAD.  THE BENCH MARK IS 103 FT. NORTH OF THE NORTH
 GA2061'CORNER OF A WHITE CLAPBOARD HOUSE, 21.6 FT. SOUTHWEST OF THE
 GA2061'CENTER OF THE GRAVELED ROAD, 2.6 FT. NORTHEAST OF POWER LINE
 GA2061'POLE 175, AND 1.8 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET
 GA2061'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 1 FT.
 GA2061'ABOVE THE LEVEL OF THE GRAVELED ROAD.
 GA2061
 GA2061                          STATION RECOVERY (1980)
 GA2061
 GA2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2061'IT IS 103 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE RATHER THAN
 GA2061'NORTH OF THE NORTH CORNER ,21.6 FEET SOUTHEAST IN STEAD OF SOUTHWEST
 GA2061'OF THE CENTERLINE OF THE ROAD,3 FEET WEST OF A POWER POLE , 42 FEET
 GA2061'NORTH EAST OF P POLE NO. 321 AND 2 IRON PINS DRIVEN BESIDE IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1667 ***********************************************************************
 GC1667  DESIGNATION -  Y 24
 GC1667  PID         -  GC1667
 GC1667  STATE/COUNTY-  TN/STEWART
 GC1667  USGS QUAD   -  ERIN (1981)
 GC1667
 GC1667                         *CURRENT SURVEY CONTROL
 GC1667  ___________________________________________________________________
 GC1667* NAD 83(1986)-  36 21 47.     (N)    087 39 33.     (W)     SCALED    
 GC1667* NAVD 88     -       120.085  (meters)     393.98   (feet)  ADJUSTED  
 GC1667  ___________________________________________________________________
 GC1667  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC1667  DYNAMIC HT  -         119.985 (meters)     393.65  (feet)  COMP
 GC1667  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GC1667
 GC1667  VERT ORDER  -  SECOND    CLASS 0
 GC1667
 GC1667.The horizontal coordinates were scaled from a topographic map and have
 GC1667.an estimated accuracy of +/- 6 seconds.
 GC1667
 GC1667.The orthometric height was determined by differential leveling
 GC1667.and adjusted by the National Geodetic Survey in June 1991..
 GC1667
 GC1667.The geoid height was determined by GEOID03.
 GC1667
 GC1667.The dynamic height is computed by dividing the NAVD 88
 GC1667.geopotential number by the normal gravity value computed on the
 GC1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1667.degrees latitude (g = 980.6199 gals.).
 GC1667
 GC1667.The modeled gravity was interpolated from observed gravity values.
 GC1667
 GC1667;                    North         East    Units  Estimated Accuracy
 GC1667;SPC TN       -   226,460.      451,100.      MT  (+/- 180 meters Scaled)
 GC1667
 GC1667                          SUPERSEDED SURVEY CONTROL
 GC1667
 GC1667  NGVD 29 (??/??/92)  120.134  (m)          394.14   (f) ADJ UNCH    2 0
 GC1667
 GC1667.Superseded values are not recommended for survey control.
 GC1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1667.See file dsdata.txt to determine how the superseded data were derived.
 GC1667
 GC1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF408244(NAD 83)
 GC1667_MARKER: DB = BENCH MARK DISK
 GC1667_SETTING: 66 = SET IN ROCK OUTCROP
 GC1667_SP_SET: ROCK LEDGE
 GC1667_STAMPING: 394.379 Y 24 1934
 GC1667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1667+STABILITY: POSITION/ELEVATION WELL
 GC1667
 GC1667  HISTORY     - Date     Condition        Report By
 GC1667  HISTORY     - 1934     MONUMENTED       CGS
 GC1667
 GC1667                          STATION DESCRIPTION
 GC1667
 GC1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1667'2.7 MI SW FROM CUMBERLAND.
 GC1667'2.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1667'FROM THE STATION AT CUMBERLAND CITY, STEWART COUNTY, 0.5 MILE
 GC1667'NORTH OF MILEPOST 202, 110 YARDS NORTH OF THE STATION SIGN AND
 GC1667'THE ROAD CROSSING AT DOLOMITE, 5 FEET WEST OF THE CENTERLINE OF
 GC1667'THE TRACK, IN THE TOP OF A ROCK LEDGE, AND 2 FEET LOWER THAN THE
 GC1667'TRACK.  A STANDARD DISK, STAMPED 394.379 Y 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0853 ***********************************************************************
 GA0853  DESIGNATION -  Y 240
 GA0853  PID         -  GA0853
 GA0853  STATE/COUNTY-  TN/GREENE
 GA0853  USGS QUAD   -  BAILEYTON (1971)
 GA0853
 GA0853                         *CURRENT SURVEY CONTROL
 GA0853  ___________________________________________________________________
 GA0853* NAD 83(1986)-  36 18 57.     (N)    082 50 42.     (W)     SCALED    
 GA0853* NAVD 88     -       373.029  (meters)    1223.85   (feet)  ADJUSTED  
 GA0853  ___________________________________________________________________
 GA0853  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0853  DYNAMIC HT  -         372.684 (meters)    1222.71  (feet)  COMP
 GA0853  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 GA0853
 GA0853  VERT ORDER  -  SECOND    CLASS 0
 GA0853
 GA0853.The horizontal coordinates were scaled from a topographic map and have
 GA0853.an estimated accuracy of +/- 6 seconds.
 GA0853
 GA0853.The orthometric height was determined by differential leveling
 GA0853.and adjusted by the National Geodetic Survey in June 1991..
 GA0853
 GA0853.The geoid height was determined by GEOID03.
 GA0853
 GA0853.The dynamic height is computed by dividing the NAVD 88
 GA0853.geopotential number by the normal gravity value computed on the
 GA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0853.degrees latitude (g = 980.6199 gals.).
 GA0853
 GA0853.The modeled gravity was interpolated from observed gravity values.
 GA0853
 GA0853;                    North         East    Units  Estimated Accuracy
 GA0853;SPC TN       -   224,530.      883,270.      MT  (+/- 180 meters Scaled)
 GA0853
 GA0853                          SUPERSEDED SURVEY CONTROL
 GA0853
 GA0853  NGVD 29 (??/??/92)  373.162  (m)         1224.28   (f) ADJ UNCH    2 0
 GA0853
 GA0853.Superseded values are not recommended for survey control.
 GA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0853.See file dsdata.txt to determine how the superseded data were derived.
 GA0853
 GA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA343205(NAD 83)
 GA0853_MARKER: DB = BENCH MARK DISK
 GA0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0853_STAMPING: Y 240 1961
 GA0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0853+STABILITY: SURFACE MOTION
 GA0853
 GA0853  HISTORY     - Date     Condition        Report By
 GA0853  HISTORY     - 1961     MONUMENTED       CGS
 GA0853  HISTORY     - 1972     GOOD             NGS
 GA0853
 GA0853                          STATION DESCRIPTION
 GA0853
 GA0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0853'1.7 MI SW FROM BAILEYTON.
 GA0853'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO SOUTHWEST ON SECONDARY
 GA0853'ROAD 2371 FOR 0.9 OF A MILE TO A GRAVELED ROAD ON THE LEFT, THENCE
 GA0853'LEFT, SOUTH, FOR 0.8 OF A MILE TO THE MARK ON THE LEFT, ABOUT 0.1
 GA0853'OF A MILE NORTH OF A SMALL HOUSE, 80 FEET WEST OF A FENCE, 32
 GA0853'FEET SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT, 18 FEET
 GA0853'EAST OF THE CENTER OF THE GRAVELED ROAD, AND 1.0 FOOT NORTH OF
 GA0853'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GA0853'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GA0853'AND THE DISK IS STAMPED Y 240 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1091 ***********************************************************************
 GA1091  DESIGNATION -  Y 241
 GA1091  PID         -  GA1091
 GA1091  STATE/COUNTY-  TN/SULLIVAN
 GA1091  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1091
 GA1091                         *CURRENT SURVEY CONTROL
 GA1091  ___________________________________________________________________
 GA1091* NAD 83(1986)-  36 26 34.     (N)    082 33 09.     (W)     SCALED    
 GA1091* NAVD 88     -       506.104  (meters)    1660.44   (feet)  ADJUSTED  
 GA1091  ___________________________________________________________________
 GA1091  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA1091  DYNAMIC HT  -         505.635 (meters)    1658.90  (feet)  COMP
 GA1091  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 GA1091
 GA1091  VERT ORDER  -  SECOND    CLASS 0
 GA1091
 GA1091.The horizontal coordinates were scaled from a topographic map and have
 GA1091.an estimated accuracy of +/- 6 seconds.
 GA1091
 GA1091.The orthometric height was determined by differential leveling
 GA1091.and adjusted by the National Geodetic Survey in June 1991..
 GA1091
 GA1091.The geoid height was determined by GEOID03.
 GA1091
 GA1091.The dynamic height is computed by dividing the NAVD 88
 GA1091.geopotential number by the normal gravity value computed on the
 GA1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1091.degrees latitude (g = 980.6199 gals.).
 GA1091
 GA1091.The modeled gravity was interpolated from observed gravity values.
 GA1091
 GA1091;                    North         East    Units  Estimated Accuracy
 GA1091;SPC TN       -   239,490.      909,030.      MT  (+/- 180 meters Scaled)
 GA1091
 GA1091                          SUPERSEDED SURVEY CONTROL
 GA1091
 GA1091  NGVD 29 (??/??/92)  506.244  (m)         1660.90   (f) ADJ UNCH    2 0
 GA1091
 GA1091.Superseded values are not recommended for survey control.
 GA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1091.See file dsdata.txt to determine how the superseded data were derived.
 GA1091
 GA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA608341(NAD 83)
 GA1091_MARKER: DB = BENCH MARK DISK
 GA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1091_STAMPING: Y 241 1961
 GA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1091+STABILITY: SURFACE MOTION
 GA1091
 GA1091  HISTORY     - Date     Condition        Report By
 GA1091  HISTORY     - 1961     MONUMENTED       CGS
 GA1091
 GA1091                          STATION DESCRIPTION
 GA1091
 GA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1091'3.4 MI W FROM FORDTOWN.
 GA1091'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA1091'OF FALL BRANCH), GO 2.45 MILES WEST ON A PAVED ROAD TO A Y JUNCTION,
 GA1091'TAKE THE RIGHT FORK AND GO 1.0 MILES WEST ON A PAVED ROAD TO A
 GA1091'WHITE CLAPBOARD HOUSE ON THE RIGHT.  THE BENCH MARK IS JUST
 GA1091'ACROSS THE ROAD FROM THE HOUSE ON THE PROPERTY OF MRS. B. JONES,
 GA1091'48.5 FT. WEST OF A 12-INCH CEDAR TREE, 17 FT. SOUTH OF THE CENTER
 GA1091'OF THE PAVED ROAD, 1.7 FT. NORTH OF A FENCE, AND 1.2 FT. NORTH OF
 GA1091'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA1091'PROJECTING 6 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 GA1091'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0540 ***********************************************************************
 FC0540  DESIGNATION -  Y 242
 FC0540  PID         -  FC0540
 FC0540  STATE/COUNTY-  TN/MCMINN
 FC0540  USGS QUAD   -  RICEVILLE (1990)
 FC0540
 FC0540                         *CURRENT SURVEY CONTROL
 FC0540  ___________________________________________________________________
 FC0540* NAD 83(1986)-  35 26 55.     (N)    084 40 06.     (W)     SCALED    
 FC0540* NAVD 88     -       254.439  (meters)     834.77   (feet)  ADJUSTED  
 FC0540  ___________________________________________________________________
 FC0540  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0540  DYNAMIC HT  -         254.190 (meters)     833.96  (feet)  COMP
 FC0540  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0540
 FC0540  VERT ORDER  -  SECOND    CLASS 0
 FC0540
 FC0540.The horizontal coordinates were scaled from a topographic map and have
 FC0540.an estimated accuracy of +/- 6 seconds.
 FC0540
 FC0540.The orthometric height was determined by differential leveling
 FC0540.and adjusted by the National Geodetic Survey in June 1991..
 FC0540
 FC0540.The geoid height was determined by GEOID03.
 FC0540
 FC0540.The dynamic height is computed by dividing the NAVD 88
 FC0540.geopotential number by the normal gravity value computed on the
 FC0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0540.degrees latitude (g = 980.6199 gals.).
 FC0540
 FC0540.The modeled gravity was interpolated from observed gravity values.
 FC0540
 FC0540;                    North         East    Units  Estimated Accuracy
 FC0540;SPC TN       -   124,560.      720,890.      MT  (+/- 180 meters Scaled)
 FC0540
 FC0540                          SUPERSEDED SURVEY CONTROL
 FC0540
 FC0540  NGVD 29 (??/??/92)  254.506  (m)          834.99   (f) ADJ UNCH    2 0
 FC0540
 FC0540.Superseded values are not recommended for survey control.
 FC0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0540.See file dsdata.txt to determine how the superseded data were derived.
 FC0540
 FC0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE116252(NAD 83)
 FC0540_MARKER: DB = BENCH MARK DISK
 FC0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0540_STAMPING: Y 242 1961
 FC0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0540+STABILITY: SURFACE MOTION
 FC0540
 FC0540  HISTORY     - Date     Condition        Report By
 FC0540  HISTORY     - 1961     MONUMENTED       CGS
 FC0540
 FC0540                          STATION DESCRIPTION
 FC0540
 FC0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0540'3.1 MI W FROM ATHENS.
 FC0540'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 30 IN
 FC0540'THE WESTERN EDGE OF ATHENS, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR
 FC0540'1.0 MILE TO ROCKY MOUNT HOLLOW ROAD, TURN RIGHT ON ROCKY MOUNT
 FC0540'HOLLOW ROAD AND GO 1.4 MILES WEST PASSING ROCKY MOUNT SCHOOL
 FC0540'ON THE LEFT, TO A Y FORK, TURN LEFT AND GO 0.7 MILE WEST TO
 FC0540'THE MARK ON THE RIGHT, 0.1 MILE WEST OF INTERSTATE HIGHWAY,
 FC0540'59 FEET WEST OF CENTER LINE OF DIM TRACK ROAD, 21 FEET NORTH
 FC0540'OF CENTER LINE OF GRAVELED ROAD, 7 FEET NORTH OF A FENCE, 6.3
 FC0540'FEET NORTH OF A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A
 FC0540'CONCRETE POST, PROJECTING 3 INCHES AND ABOUT 4 FEET ABOVE THE
 FC0540'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0568 ***********************************************************************
 FC0568  DESIGNATION -  Y 243
 FC0568  PID         -  FC0568
 FC0568  STATE/COUNTY-  TN/MCMINN
 FC0568  USGS QUAD   -  CHARLESTON (1980)
 FC0568
 FC0568                         *CURRENT SURVEY CONTROL
 FC0568  ___________________________________________________________________
 FC0568* NAD 83(1986)-  35 20 39.     (N)    084 45 53.     (W)     SCALED    
 FC0568* NAVD 88     -       217.681  (meters)     714.18   (feet)  ADJUSTED  
 FC0568  ___________________________________________________________________
 FC0568  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0568  DYNAMIC HT  -         217.468 (meters)     713.48  (feet)  COMP
 FC0568  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 FC0568
 FC0568  VERT ORDER  -  SECOND    CLASS 0
 FC0568
 FC0568.The horizontal coordinates were scaled from a topographic map and have
 FC0568.an estimated accuracy of +/- 6 seconds.
 FC0568
 FC0568.The orthometric height was determined by differential leveling
 FC0568.and adjusted by the National Geodetic Survey in June 1991..
 FC0568
 FC0568.The geoid height was determined by GEOID03.
 FC0568
 FC0568.The dynamic height is computed by dividing the NAVD 88
 FC0568.geopotential number by the normal gravity value computed on the
 FC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0568.degrees latitude (g = 980.6199 gals.).
 FC0568
 FC0568.The modeled gravity was interpolated from observed gravity values.
 FC0568
 FC0568;                    North         East    Units  Estimated Accuracy
 FC0568;SPC TN       -   112,860.      712,290.      MT  (+/- 180 meters Scaled)
 FC0568
 FC0568                          SUPERSEDED SURVEY CONTROL
 FC0568
 FC0568  NGVD 29 (??/??/92)  217.741  (m)          714.37   (f) ADJ UNCH    2 0
 FC0568
 FC0568.Superseded values are not recommended for survey control.
 FC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0568.See file dsdata.txt to determine how the superseded data were derived.
 FC0568
 FC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE031135(NAD 83)
 FC0568_MARKER: DB = BENCH MARK DISK
 FC0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0568_STAMPING: Y 243 1961
 FC0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0568+STABILITY: SURFACE MOTION
 FC0568
 FC0568  HISTORY     - Date     Condition        Report By
 FC0568  HISTORY     - 1961     MONUMENTED       CGS
 FC0568
 FC0568                          STATION DESCRIPTION
 FC0568
 FC0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0568'4.3 MI NW FROM SANFORD.
 FC0568'FROM THE CROSSROADS AND RAILROAD SIDING AT SANFORD, GO NORTHWEST
 FC0568'ON AN OILED ROAD FOR 2.6 MILES, PASSING THE SANFORD CHURCH,
 FC0568'TO INTERSTATE HIGHWAY 75, TURN LEFT AND GO SOUTHWEST ON INTERSTATE
 FC0568'HIGHWAY FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT AND GO 0.1
 FC0568'MILE TO A PRIVATE DRIVE AND MAIL BOX ON THE RIGHT AND THE MARK
 FC0568'ON THE LEFT, SOUTHWEST.  25 FEET SOUTH OF MAIL BOX, 17.5 FEET
 FC0568'SOUTH OF JUNCTION OF PRIVATE DRIVE AND GRAVELED ROAD, 1.8 FEET
 FC0568'EAST OF WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FC0568'POST PROJECTING 4 INCHES AND ABOUT TWO FEET ABOVE THE LEVEL OF
 FC0568'THE ROAD.  NOTE-- BENCH MARK Z 243 IS ABOUT 0.6 MILE SOUTHWEST
 FC0568'ON THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1224 ***********************************************************************
 FC1224  DESIGNATION -  Y 244
 FC1224  PID         -  FC1224
 FC1224  STATE/COUNTY-  TN/HAMILTON
 FC1224  USGS QUAD   -  OOLTEWAH (1976)
 FC1224
 FC1224                         *CURRENT SURVEY CONTROL
 FC1224  ___________________________________________________________________
 FC1224* NAD 83(1986)-  35 06 17.     (N)    085 02 58.     (W)     SCALED    
 FC1224* NAVD 88     -       226.945  (meters)     744.57   (feet)  ADJUSTED  
 FC1224  ___________________________________________________________________
 FC1224  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC1224  DYNAMIC HT  -         226.718 (meters)     743.82  (feet)  COMP
 FC1224  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 FC1224
 FC1224  VERT ORDER  -  SECOND    CLASS 0
 FC1224
 FC1224.The horizontal coordinates were scaled from a topographic map and have
 FC1224.an estimated accuracy of +/- 6 seconds.
 FC1224
 FC1224.The orthometric height was determined by differential leveling
 FC1224.and adjusted by the National Geodetic Survey in June 1991..
 FC1224
 FC1224.The geoid height was determined by GEOID03.
 FC1224
 FC1224.The dynamic height is computed by dividing the NAVD 88
 FC1224.geopotential number by the normal gravity value computed on the
 FC1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1224.degrees latitude (g = 980.6199 gals.).
 FC1224
 FC1224.The modeled gravity was interpolated from observed gravity values.
 FC1224
 FC1224;                    North         East    Units  Estimated Accuracy
 FC1224;SPC TN       -    86,010.      686,670.      MT  (+/- 180 meters Scaled)
 FC1224
 FC1224                          SUPERSEDED SURVEY CONTROL
 FC1224
 FC1224  NGVD 29 (??/??/92)  226.962  (m)          744.62   (f) ADJ UNCH    2 0
 FC1224
 FC1224.Superseded values are not recommended for survey control.
 FC1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1224.See file dsdata.txt to determine how the superseded data were derived.
 FC1224
 FC1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD777863(NAD 83)
 FC1224_MARKER: DB = BENCH MARK DISK
 FC1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1224_SP_SET: BRIDGE WINGWALL
 FC1224_STAMPING: Y 244 1961
 FC1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1224
 FC1224  HISTORY     - Date     Condition        Report By
 FC1224  HISTORY     - 1961     MONUMENTED       CGS
 FC1224  HISTORY     - 1962     GOOD             NGS
 FC1224  HISTORY     - 1972     GOOD             TVA
 FC1224  HISTORY     - 1983     GOOD             USPSQD
 FC1224  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FC1224
 FC1224                          STATION DESCRIPTION
 FC1224
 FC1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1224'1.8 MI N FROM OOLTEWAH.
 FC1224'TO REACH THE MARK FROM THE JUNCTION OF GEORGETOWN PIKE AND U.S.
 FC1224'HIGHWAY 11 IN OOLTEWAH GO NORTH ON GEORGETOWN PIKE 1.8 MILES TO
 FC1224'THE MARK SET IN BRIDGE OVER ROGERS BRANCH, 14 FEET EAST OF
 FC1224'CENTERLINE OF ROAD.  A STANDARD DISK SET IN THE NORTHEAST
 FC1224'WINGWALL OF BRIDGE AND IS ABOUT 3 INCHES ABOVE THE LEVEL OF THE
 FC1224'ROAD.
 FC1224
 FC1224                          STATION RECOVERY (1972)
 FC1224
 FC1224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1224'RECOVERED IN GOOD CONDITION.
 FC1224
 FC1224                          STATION RECOVERY (1983)
 FC1224
 FC1224'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1224'RECOVERED IN GOOD CONDITION.
 FC1224
 FC1224                          STATION RECOVERY (1989)
 FC1224
 FC1224'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1449 ***********************************************************************
 FC1449  DESIGNATION -  Y 245
 FC1449  PID         -  FC1449
 FC1449  STATE/COUNTY-  TN/MARION
 FC1449  USGS QUAD   -  SEQUATCHIE (1982)
 FC1449
 FC1449                         *CURRENT SURVEY CONTROL
 FC1449  ___________________________________________________________________
 FC1449* NAD 83(1986)-  35 02 04.     (N)    085 34 45.     (W)     SCALED    
 FC1449* NAVD 88     -       217.149  (meters)     712.43   (feet)  ADJUSTED  
 FC1449  ___________________________________________________________________
 FC1449  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1449  DYNAMIC HT  -         216.938 (meters)     711.74  (feet)  COMP
 FC1449  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 FC1449
 FC1449  VERT ORDER  -  SECOND    CLASS 0
 FC1449
 FC1449.The horizontal coordinates were scaled from a topographic map and have
 FC1449.an estimated accuracy of +/- 6 seconds.
 FC1449
 FC1449.The orthometric height was determined by differential leveling
 FC1449.and adjusted by the National Geodetic Survey in June 1991..
 FC1449
 FC1449.The geoid height was determined by GEOID03.
 FC1449
 FC1449.The dynamic height is computed by dividing the NAVD 88
 FC1449.geopotential number by the normal gravity value computed on the
 FC1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1449.degrees latitude (g = 980.6199 gals.).
 FC1449
 FC1449.The modeled gravity was interpolated from observed gravity values.
 FC1449
 FC1449;                    North         East    Units  Estimated Accuracy
 FC1449;SPC TN       -    77,870.      638,400.      MT  (+/- 180 meters Scaled)
 FC1449
 FC1449                          SUPERSEDED SURVEY CONTROL
 FC1449
 FC1449  NGVD 29 (??/??/92)  217.152  (m)          712.44   (f) ADJ UNCH    2 0
 FC1449
 FC1449.Superseded values are not recommended for survey control.
 FC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1449.See file dsdata.txt to determine how the superseded data were derived.
 FC1449
 FC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD296777(NAD 83)
 FC1449_MARKER: DB = BENCH MARK DISK
 FC1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1449_STAMPING: Y 245 1962
 FC1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1449+STABILITY: SURFACE MOTION
 FC1449
 FC1449  HISTORY     - Date     Condition        Report By
 FC1449  HISTORY     - 1962     MONUMENTED       CGS
 FC1449
 FC1449                          STATION DESCRIPTION
 FC1449
 FC1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1449'2.2 MI W FROM HALETOWN.
 FC1449'TO REACH THE MARK FROM THE WEST END OF THE BRIDGE ON U.S. HIGHWAYS
 FC1449'41-64-72 OVER THE TENNESSEE RIVER AT THE WEST EDGE OF HALETOWN,
 FC1449'GO WEST ON U.S. HIGHWAYS 41-64-72 FOR 2.1 MILES, THENCE SOUTHEAST
 FC1449'0.1 MILE TO THE MARK SET IN THE SOUTHWEST CORNER OF THE CEMETARY
 FC1449'AT RAKINS COVE CHURCH, 169 FEET SOUTHWEST OF THE SOUTHWEST
 FC1449'CORNER OF THE CHURCH, 53 FEET SOUTHEAST OF THE CENTER OF BLACK
 FC1449'TOP ROAD, 45 FEET SOUTHWEST OF A 3 FOOT MAPLE TREE, 10 FEET
 FC1449'EAST OF THE SOUTHWEST FENCE CORNER AROUND CEMETARY, 6.5 FEET
 FC1449'EAST OF A 10 INCH CEDAR TREE, AND 1.6 FEET NORTH OF A METAL
 FC1449'WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC1449'POST PROJECTING 3 INCHES AND ABOUT ONE FOOT ABOVE THE LEVEL
 FC1449'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1800 ***********************************************************************
 GA1800  DESIGNATION -  Y 246
 GA1800  PID         -  GA1800
 GA1800  STATE/COUNTY-  TN/HAMBLEN
 GA1800  USGS QUAD   -  MORRISTOWN (1979)
 GA1800
 GA1800                         *CURRENT SURVEY CONTROL
 GA1800  ___________________________________________________________________
 GA1800* NAD 83(1986)-  36 11 45.     (N)    083 20 47.     (W)     SCALED    
 GA1800* NAVD 88     -       402.029  (meters)    1318.99   (feet)  ADJUSTED  
 GA1800  ___________________________________________________________________
 GA1800  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1800  DYNAMIC HT  -         401.659 (meters)    1317.78  (feet)  COMP
 GA1800  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GA1800
 GA1800  VERT ORDER  -  FIRST     CLASS I
 GA1800
 GA1800.The horizontal coordinates were scaled from a topographic map and have
 GA1800.an estimated accuracy of +/- 6 seconds.
 GA1800
 GA1800.The orthometric height was determined by differential leveling
 GA1800.and adjusted by the National Geodetic Survey in June 1991..
 GA1800
 GA1800.The geoid height was determined by GEOID03.
 GA1800
 GA1800.The dynamic height is computed by dividing the NAVD 88
 GA1800.geopotential number by the normal gravity value computed on the
 GA1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1800.degrees latitude (g = 980.6199 gals.).
 GA1800
 GA1800.The modeled gravity was interpolated from observed gravity values.
 GA1800
 GA1800;                    North         East    Units  Estimated Accuracy
 GA1800;SPC TN       -   209,880.      838,630.      MT  (+/- 180 meters Scaled)
 GA1800
 GA1800                          SUPERSEDED SURVEY CONTROL
 GA1800
 GA1800  NGVD 29 (??/??/92)  402.155  (m)         1319.40   (f) ADJ UNCH    1 1
 GA1800
 GA1800.Superseded values are not recommended for survey control.
 GA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1800.See file dsdata.txt to determine how the superseded data were derived.
 GA1800
 GA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA890082(NAD 83)
 GA1800_MARKER: DB = BENCH MARK DISK
 GA1800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1800_SP_SET: BUILDING
 GA1800_STAMPING: Y 246 1967
 GA1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1800
 GA1800  HISTORY     - Date     Condition        Report By
 GA1800  HISTORY     - 1967     MONUMENTED       CGS
 GA1800
 GA1800                          STATION DESCRIPTION
 GA1800
 GA1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1800'3.2 MI W FROM MORRISTOWN.
 GA1800'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1800'AT MORRISTOWN, ABOUT 125 YARDS SOUTH OF THE CENTER LINE OF THE
 GA1800'HIGHWAY, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER
 GA1800'OF THE GYM FOR THE MANLEY SCHOOL, 4.4 FEET SOUTH OF THE NORTHWEST
 GA1800'CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2197 ***********************************************************************
 GA2197  DESIGNATION -  Y 247
 GA2197  PID         -  GA2197
 GA2197  STATE/COUNTY-  TN/JEFFERSON
 GA2197  USGS QUAD   -  NEW MARKET (1987)
 GA2197
 GA2197                         *CURRENT SURVEY CONTROL
 GA2197  ___________________________________________________________________
 GA2197* NAD 83(1986)-  36 05 13.     (N)    083 36 42.     (W)     SCALED    
 GA2197* NAVD 88     -       287.787  (meters)     944.18   (feet)  ADJUSTED  
 GA2197  ___________________________________________________________________
 GA2197  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2197  DYNAMIC HT  -         287.524 (meters)     943.32  (feet)  COMP
 GA2197  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2197
 GA2197  VERT ORDER  -  FIRST     CLASS I
 GA2197
 GA2197.The horizontal coordinates were scaled from a topographic map and have
 GA2197.an estimated accuracy of +/- 6 seconds.
 GA2197
 GA2197.The orthometric height was determined by differential leveling
 GA2197.and adjusted by the National Geodetic Survey in June 1991..
 GA2197
 GA2197.The geoid height was determined by GEOID03.
 GA2197
 GA2197.The dynamic height is computed by dividing the NAVD 88
 GA2197.geopotential number by the normal gravity value computed on the
 GA2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2197.degrees latitude (g = 980.6199 gals.).
 GA2197
 GA2197.The modeled gravity was interpolated from observed gravity values.
 GA2197
 GA2197;                    North         East    Units  Estimated Accuracy
 GA2197;SPC TN       -   197,190.      815,070.      MT  (+/- 180 meters Scaled)
 GA2197
 GA2197                          SUPERSEDED SURVEY CONTROL
 GA2197
 GA2197  NGVD 29 (??/??/92)  287.924  (m)          944.63   (f) ADJ UNCH    1 1
 GA2197
 GA2197.Superseded values are not recommended for survey control.
 GA2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2197.See file dsdata.txt to determine how the superseded data were derived.
 GA2197
 GA2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV648967(NAD 83)
 GA2197_MARKER: DB = BENCH MARK DISK
 GA2197_SETTING: 66 = SET IN ROCK OUTCROP
 GA2197_SP_SET: ROCK OUTCROP
 GA2197_STAMPING: Y 247 1967
 GA2197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2197+STABILITY: POSITION/ELEVATION WELL
 GA2197
 GA2197  HISTORY     - Date     Condition        Report By
 GA2197  HISTORY     - 1967     MONUMENTED       CGS
 GA2197
 GA2197                          STATION DESCRIPTION
 GA2197
 GA2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2197'4.5 MI E FROM STRAWBERRY PLAINS.
 GA2197'ABOUT 4.5 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2197'OFFICE AT STRAWBERRY PLAINS, 205 FEET EAST OF THE CENTER OF A
 GA2197'JUNCTION OF A DRIVEWAY LEADING NORTH TO A ONE STORY BRICK HOME,
 GA2197'SET ON THE TOP OF AN OUTCROPPING ROCK WHICH IS 6 FEET LONG,
 GA2197'2 1/2 FEET HIGH AND IS PART OF A SHORT CUT, 20 FEET NORTH OF
 GA2197'THE CENTER LINE OF THE ROAD, 5 FEET NORTHWEST OF THE SOUTH
 GA2197'CORNER OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1880 ***********************************************************************
 FB1880  DESIGNATION -  Y 248
 FB1880  PID         -  FB1880
 FB1880  STATE/COUNTY-  TN/KNOX
 FB1880  USGS QUAD   -  KNOXVILLE (1978)
 FB1880
 FB1880                         *CURRENT SURVEY CONTROL
 FB1880  ___________________________________________________________________
 FB1880* NAD 83(1986)-  35 59 07.     (N)    083 54 46.     (W)     SCALED    
 FB1880* NAVD 88     -       281.158  (meters)     922.43   (feet)  ADJUSTED  
 FB1880  ___________________________________________________________________
 FB1880  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1880  DYNAMIC HT  -         280.899 (meters)     921.58  (feet)  COMP
 FB1880  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB1880
 FB1880  VERT ORDER  -  FIRST     CLASS I
 FB1880
 FB1880.The horizontal coordinates were scaled from a topographic map and have
 FB1880.an estimated accuracy of +/- 6 seconds.
 FB1880
 FB1880.The orthometric height was determined by differential leveling
 FB1880.and adjusted by the National Geodetic Survey in June 1991..
 FB1880
 FB1880.The geoid height was determined by GEOID03.
 FB1880
 FB1880.The dynamic height is computed by dividing the NAVD 88
 FB1880.geopotential number by the normal gravity value computed on the
 FB1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1880.degrees latitude (g = 980.6199 gals.).
 FB1880
 FB1880.The modeled gravity was interpolated from observed gravity values.
 FB1880
 FB1880;                    North         East    Units  Estimated Accuracy
 FB1880;SPC TN       -   185,290.      788,200.      MT  (+/- 180 meters Scaled)
 FB1880
 FB1880                          SUPERSEDED SURVEY CONTROL
 FB1880
 FB1880  NGVD 29 (??/??/92)  281.289  (m)          922.86   (f) ADJ UNCH    1 1
 FB1880
 FB1880.Superseded values are not recommended for survey control.
 FB1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1880.See file dsdata.txt to determine how the superseded data were derived.
 FB1880
 FB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373862(NAD 83)
 FB1880_MARKER: DB = BENCH MARK DISK
 FB1880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1880_SP_SET: PIER
 FB1880_STAMPING: Y 248 1967
 FB1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1880
 FB1880  HISTORY     - Date     Condition        Report By
 FB1880  HISTORY     - 1967     MONUMENTED       CGS
 FB1880  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1880
 FB1880                          STATION DESCRIPTION
 FB1880
 FB1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1880'AT KNOXVILLE.
 FB1880'AT KNOXVILLE, ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN
 FB1880'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHEAST OF THE
 FB1880'INTERSECTION OF MITCHELL STREET AND WASHINGTON AVENUE, ABOUT 50
 FB1880'YARDS SOUTHEAST OF THE TRACK, SET VERTICALLY IN THE SOUTHEAST
 FB1880'FACE OF THE NORTHEAST LEG OF THE SOUTHEAST PIER UNDER INTERSTATE
 FB1880'HIGHWAY 40 OVERPASS OVER THE TRACKS AND MITCHELL STREET, 17 FEET
 FB1880'NORTHWEST OF THE NORTHWEST CURB OF MITCHELL STREET, 15 FEET ABOVE
 FB1880'THE LEVEL OF THE TRACK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 FB1880'GROUND.
 FB1880
 FB1880                          STATION RECOVERY (1982)
 FB1880
 FB1880'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2201 ***********************************************************************
 FB2201  DESIGNATION -  Y 248 RESET
 FB2201  PID         -  FB2201
 FB2201  STATE/COUNTY-  TN/KNOX
 FB2201  USGS QUAD   -  KNOXVILLE (1978)
 FB2201
 FB2201                         *CURRENT SURVEY CONTROL
 FB2201  ___________________________________________________________________
 FB2201* NAD 83(1986)-  35 59 07.     (N)    083 54 46.     (W)     SCALED    
 FB2201* NAVD 88     -       280.377  (meters)     919.87   (feet)  ADJUSTED  
 FB2201  ___________________________________________________________________
 FB2201  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2201  DYNAMIC HT  -         280.119 (meters)     919.02  (feet)  COMP
 FB2201  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2201
 FB2201  VERT ORDER  -  FIRST     CLASS II
 FB2201
 FB2201.The horizontal coordinates were scaled from a topographic map and have
 FB2201.an estimated accuracy of +/- 6 seconds.
 FB2201
 FB2201.The orthometric height was determined by differential leveling
 FB2201.and adjusted by the National Geodetic Survey in June 1991..
 FB2201
 FB2201.The geoid height was determined by GEOID03.
 FB2201
 FB2201.The dynamic height is computed by dividing the NAVD 88
 FB2201.geopotential number by the normal gravity value computed on the
 FB2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2201.degrees latitude (g = 980.6199 gals.).
 FB2201
 FB2201.The modeled gravity was interpolated from observed gravity values.
 FB2201
 FB2201;                    North         East    Units  Estimated Accuracy
 FB2201;SPC TN       -   185,290.      788,200.      MT  (+/- 180 meters Scaled)
 FB2201
 FB2201                          SUPERSEDED SURVEY CONTROL
 FB2201
 FB2201  NGVD 29 (12/12/91)  280.509  (m)          920.30   (f) ADJUSTED    1 2
 FB2201
 FB2201.Superseded values are not recommended for survey control.
 FB2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2201.See file dsdata.txt to determine how the superseded data were derived.
 FB2201
 FB2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373862(NAD 83)
 FB2201_MARKER: DB = BENCH MARK DISK
 FB2201_SETTING: 0 = UNSPECIFIED SETTING
 FB2201_STAMPING: Y 248 RESET 1976
 FB2201_MARK LOGO: NGS   
 FB2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2201
 FB2201  HISTORY     - Date     Condition        Report By
 FB2201  HISTORY     - 1976     MONUMENTED       NGS
 FB2201  HISTORY     - 1983     GOOD             NGS
 FB2201
 FB2201                          STATION DESCRIPTION
 FB2201
 FB2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FB2201'IN KNOXVILLE.
 FB2201'LOCATED UNDER THE OVERPASS OF INTERSTATE HIGHWAY 40 OF
 FB2201'MITCHELL STREET, 33.5 FEET WEST OF THE CENTERLINE O MITCHELL STREET,
 FB2201'1 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE NORTH 1 OF 2 PIERS
 FB2201'FOR OVERPASS OF WESTBOUND LANE OF INTERSTATE 40, 34.5 FEET SOUTHWEST
 FB2201'OF A CONCRETE RIGHT-OF-WAY MARKER, IN TOP OF A PRE-CAST ALUMINUM
 FB2201'MONUMENT WITH MAGNETS.
 FB2201'THE MARK IS 6 FT  S FROM A WITNESS POST.
 FB2201
 FB2201                          STATION RECOVERY (1983)
 FB2201
 FB2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2201'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB2201'THE MITCHELL STREET OVERPASS OF INTERSTATE HIGHWAY 40, 0.30 METER
 FB2201'(1.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE NORTH ONE OF TWO PIERS
 FB2201'FOR OVERPASS OF THE WESTBOUND LANE OF INTERSTATE 40, 5.00 METERS
 FB2201'(16.4 FT) WEST OF THE WEST CURB OF MITCHELL STREET, 10.52 METERS
 FB2201'(34.5 FT) SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 FB2201'NOTE--THIS IS A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 FB2201'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 FB2201'THE MARK IS 0.05 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0848 ***********************************************************************
 FC0848  DESIGNATION -  Y 249
 FC0848  PID         -  FC0848
 FC0848  STATE/COUNTY-  TN/MORGAN
 FC0848  USGS QUAD   -  HARRIMAN (1980)
 FC0848
 FC0848                         *CURRENT SURVEY CONTROL
 FC0848  ___________________________________________________________________
 FC0848* NAD 83(1986)-  35 58 52.     (N)    084 33 39.     (W)     SCALED    
 FC0848* NAVD 88     -       245.723  (meters)     806.18   (feet)  ADJUSTED  
 FC0848  ___________________________________________________________________
 FC0848  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0848  DYNAMIC HT  -         245.498 (meters)     805.44  (feet)  COMP
 FC0848  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0848
 FC0848  VERT ORDER  -  FIRST     CLASS I
 FC0848
 FC0848.The horizontal coordinates were scaled from a topographic map and have
 FC0848.an estimated accuracy of +/- 6 seconds.
 FC0848
 FC0848.The orthometric height was determined by differential leveling
 FC0848.and adjusted by the National Geodetic Survey in June 1991..
 FC0848
 FC0848.The geoid height was determined by GEOID03.
 FC0848
 FC0848.The dynamic height is computed by dividing the NAVD 88
 FC0848.geopotential number by the normal gravity value computed on the
 FC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0848.degrees latitude (g = 980.6199 gals.).
 FC0848
 FC0848.The modeled gravity was interpolated from observed gravity values.
 FC0848
 FC0848;                    North         East    Units  Estimated Accuracy
 FC0848;SPC TN       -   183,770.      729,780.      MT  (+/- 180 meters Scaled)
 FC0848
 FC0848                          SUPERSEDED SURVEY CONTROL
 FC0848
 FC0848  NGVD 29 (??/??/92)  245.836  (m)          806.55   (f) ADJ UNCH    1 1
 FC0848
 FC0848.Superseded values are not recommended for survey control.
 FC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0848.See file dsdata.txt to determine how the superseded data were derived.
 FC0848
 FC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE199846(NAD 83)
 FC0848_MARKER: DB = BENCH MARK DISK
 FC0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0848_SP_SET: CONCRETE TUNNEL WALL
 FC0848_STAMPING: Y 249 1968
 FC0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0848
 FC0848  HISTORY     - Date     Condition        Report By
 FC0848  HISTORY     - 1968     MONUMENTED       CGS
 FC0848  HISTORY     - 1972     GOOD             TVA
 FC0848
 FC0848                          STATION DESCRIPTION
 FC0848
 FC0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0848'0.6 MI S FROM OAKDALE.
 FC0848'ABOUT 0.65 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0848'AT OAKDALE, AT THE NORTHEAST ENTRANCE TO TUNNEL NUMBER 26, SET
 FC0848'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE TUNNEL, 1.2
 FC0848'FEET NORTHWEST OF THE NORTHWEST WALL OF THE TUNNEL, 42 1/2 FEET
 FC0848'SOUTHWEST OF MILEPOST 255, 7 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FC0848'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 FC0848
 FC0848                          STATION RECOVERY (1972)
 FC0848
 FC0848'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1476 ***********************************************************************
 FC1476  DESIGNATION -  Y 25
 FC1476  PID         -  FC1476
 FC1476  STATE/COUNTY-  TN/CANNON
 FC1476  USGS QUAD   -  SHORT MOUNTAIN (1982)
 FC1476
 FC1476                         *CURRENT SURVEY CONTROL
 FC1476  ___________________________________________________________________
 FC1476* NAD 83(1986)-  35 46 31.     (N)    085 59 01.     (W)     SCALED    
 FC1476* NAVD 88     -       349.255  (meters)    1145.85   (feet)  ADJUSTED  
 FC1476  ___________________________________________________________________
 FC1476  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC1476  DYNAMIC HT  -         348.930 (meters)    1144.78  (feet)  COMP
 FC1476  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FC1476
 FC1476  VERT ORDER  -  SECOND    CLASS 0
 FC1476
 FC1476.The horizontal coordinates were scaled from a topographic map and have
 FC1476.an estimated accuracy of +/- 6 seconds.
 FC1476
 FC1476.The orthometric height was determined by differential leveling
 FC1476.and adjusted by the National Geodetic Survey in June 1991..
 FC1476
 FC1476.The geoid height was determined by GEOID03.
 FC1476
 FC1476.The dynamic height is computed by dividing the NAVD 88
 FC1476.geopotential number by the normal gravity value computed on the
 FC1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1476.degrees latitude (g = 980.6199 gals.).
 FC1476
 FC1476.The modeled gravity was interpolated from observed gravity values.
 FC1476
 FC1476;                    North         East    Units  Estimated Accuracy
 FC1476;SPC TN       -   159,980.      601,480.      MT  (+/- 180 meters Scaled)
 FC1476
 FC1476                          SUPERSEDED SURVEY CONTROL
 FC1476
 FC1476.No superseded survey control is available for this station.
 FC1476
 FC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE918595(NAD 83)
 FC1476_MARKER: DB = BENCH MARK DISK
 FC1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1476_STAMPING: Y 25 1934
 FC1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1476+STABILITY: SURFACE MOTION
 FC1476
 FC1476  HISTORY     - Date     Condition        Report By
 FC1476  HISTORY     - 1934     MONUMENTED       CGS
 FC1476  HISTORY     - 1935     GOOD             NGS
 FC1476  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1476
 FC1476                          STATION DESCRIPTION
 FC1476
 FC1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1476'6.8 MI SE FROM WOODBURY.
 FC1476'6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 FC1476'AT WOODBURY, CANNON COUNTY, AT LEONI SCHOOL, 100 FEET WEST OF THE
 FC1476'SCHOOLHOUSE, IN THE SCHOOLYARD, AND 30 FEET EAST OF THE CENTERLINE
 FC1476'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 25 1934 AND SET IN
 FC1476'THE TOP OF CONCRETE POST.
 FC1476
 FC1476                          STATION RECOVERY (2002)
 FC1476
 FC1476'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0396 ***********************************************************************
 FC0396  DESIGNATION -  Y 256
 FC0396  PID         -  FC0396
 FC0396  STATE/COUNTY-  TN/BRADLEY
 FC0396  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0396
 FC0396                         *CURRENT SURVEY CONTROL
 FC0396  ___________________________________________________________________
 FC0396* NAD 83(1986)-  35 13 27.     (N)    084 49 20.     (W)     SCALED    
 FC0396* NAVD 88     -       252.312  (meters)     827.79   (feet)  ADJUSTED  
 FC0396  ___________________________________________________________________
 FC0396  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0396  DYNAMIC HT  -         252.065 (meters)     826.98  (feet)  COMP
 FC0396  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 FC0396
 FC0396  VERT ORDER  -  FIRST     CLASS I
 FC0396
 FC0396.The horizontal coordinates were scaled from a topographic map and have
 FC0396.an estimated accuracy of +/- 6 seconds.
 FC0396
 FC0396.The orthometric height was determined by differential leveling
 FC0396.and adjusted by the National Geodetic Survey in June 1991..
 FC0396
 FC0396.The geoid height was determined by GEOID03.
 FC0396
 FC0396.The dynamic height is computed by dividing the NAVD 88
 FC0396.geopotential number by the normal gravity value computed on the
 FC0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0396.degrees latitude (g = 980.6199 gals.).
 FC0396
 FC0396.The modeled gravity was interpolated from observed gravity values.
 FC0396
 FC0396;                    North         East    Units  Estimated Accuracy
 FC0396;SPC TN       -    99,480.      707,220.      MT  (+/- 180 meters Scaled)
 FC0396
 FC0396                          SUPERSEDED SURVEY CONTROL
 FC0396
 FC0396  NGVD 29 (??/??/92)  252.339  (m)          827.88   (f) ADJ UNCH    1 1
 FC0396
 FC0396.Superseded values are not recommended for survey control.
 FC0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0396.See file dsdata.txt to determine how the superseded data were derived.
 FC0396
 FC0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE981000(NAD 83)
 FC0396_MARKER: DB = BENCH MARK DISK
 FC0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0396_STAMPING: Y 256 1968
 FC0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0396+STABILITY: SURFACE MOTION
 FC0396
 FC0396  HISTORY     - Date     Condition        Report By
 FC0396  HISTORY     - 1968     MONUMENTED       CGS
 FC0396  HISTORY     - 1983     GOOD             USPSQD
 FC0396
 FC0396                          STATION DESCRIPTION
 FC0396
 FC0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0396'5.4 MI NE FROM CLEVELAND.
 FC0396'ABOUT 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0396'COURTHOUSE AT CLEVELAND, 33 1/2 FEET EAST OF THE CENTER OF THE
 FC0396'JUNCTION OF A BLACKTOP ROAD LEADING NORTHEAST ALONG THE NORTHEAST
 FC0396'SIDE OF A LARGE ONE STORY BRICK HOUSE, 27 1/2 FEET SOUTHEAST OF
 FC0396'THE CENTER LINE OF THE HIGHWAY, 16 1/2 FEET NORTHEAST OF THE
 FC0396'EXTENDED CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTH OF TELEPHONE
 FC0396'POLE 238, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1.5 FEET NORTHEAST
 FC0396'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FC0396'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FC0396'INCHES ABOVE THE LEVEL OF THE GROUND.
 FC0396
 FC0396                          STATION RECOVERY (1983)
 FC0396
 FC0396'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0523 ***********************************************************************
 FC0523  DESIGNATION -  Y 257
 FC0523  PID         -  FC0523
 FC0523  STATE/COUNTY-  TN/MCMINN
 FC0523  USGS QUAD   -  ATHENS (1990)
 FC0523
 FC0523                         *CURRENT SURVEY CONTROL
 FC0523  ___________________________________________________________________
 FC0523* NAD 83(1986)-  35 28 46.     (N)    084 35 36.     (W)     SCALED    
 FC0523* NAVD 88     -       274.478  (meters)     900.52   (feet)  ADJUSTED  
 FC0523  ___________________________________________________________________
 FC0523  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0523  DYNAMIC HT  -         274.210 (meters)     899.64  (feet)  COMP
 FC0523  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FC0523
 FC0523  VERT ORDER  -  FIRST     CLASS I
 FC0523
 FC0523.The horizontal coordinates were scaled from a topographic map and have
 FC0523.an estimated accuracy of +/- 6 seconds.
 FC0523
 FC0523.The orthometric height was determined by differential leveling
 FC0523.and adjusted by the National Geodetic Survey in June 1991..
 FC0523
 FC0523.The geoid height was determined by GEOID03.
 FC0523
 FC0523.The dynamic height is computed by dividing the NAVD 88
 FC0523.geopotential number by the normal gravity value computed on the
 FC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0523.degrees latitude (g = 980.6199 gals.).
 FC0523
 FC0523.The modeled gravity was interpolated from observed gravity values.
 FC0523
 FC0523;                    North         East    Units  Estimated Accuracy
 FC0523;SPC TN       -   128,080.      727,650.      MT  (+/- 180 meters Scaled)
 FC0523
 FC0523                          SUPERSEDED SURVEY CONTROL
 FC0523
 FC0523  NGVD 29 (??/??/92)  274.535  (m)          900.70   (f) ADJ UNCH    1 1
 FC0523
 FC0523.Superseded values are not recommended for survey control.
 FC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0523.See file dsdata.txt to determine how the superseded data were derived.
 FC0523
 FC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE183288(NAD 83)
 FC0523_MARKER: DB = BENCH MARK DISK
 FC0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0523_SP_SET: CULVERT
 FC0523_STAMPING: Y 257 1968
 FC0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0523
 FC0523  HISTORY     - Date     Condition        Report By
 FC0523  HISTORY     - 1968     MONUMENTED       CGS
 FC0523
 FC0523                          STATION DESCRIPTION
 FC0523
 FC0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0523'2.6 MI NE FROM ATHENS.
 FC0523'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0523'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, SET IN THE TOP OF THE
 FC0523'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE BOX
 FC0523'CULVERT UNDER BOTH LANES OF THE HIGHWAY AND OVER A SMALL STREAM,
 FC0523'26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHWEST BOUND
 FC0523'LANE OF THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FC0523'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0015 ***********************************************************************
 FC0015  DESIGNATION -  Y 258
 FC0015  PID         -  FC0015
 FC0015  STATE/COUNTY-  TN/MONROE
 FC0015  USGS QUAD   -  SWEETWATER (1989)
 FC0015
 FC0015                         *CURRENT SURVEY CONTROL
 FC0015  ___________________________________________________________________
 FC0015* NAD 83(1986)-  35 36 57.     (N)    084 27 17.     (W)     SCALED    
 FC0015* NAVD 88     -       276.108  (meters)     905.86   (feet)  ADJUSTED  
 FC0015  ___________________________________________________________________
 FC0015  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0015  DYNAMIC HT  -         275.841 (meters)     904.99  (feet)  COMP
 FC0015  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FC0015
 FC0015  VERT ORDER  -  FIRST     CLASS I
 FC0015
 FC0015.The horizontal coordinates were scaled from a topographic map and have
 FC0015.an estimated accuracy of +/- 6 seconds.
 FC0015
 FC0015.The orthometric height was determined by differential leveling
 FC0015.and adjusted by the National Geodetic Survey in June 1991..
 FC0015
 FC0015.The geoid height was determined by GEOID03.
 FC0015
 FC0015.The dynamic height is computed by dividing the NAVD 88
 FC0015.geopotential number by the normal gravity value computed on the
 FC0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0015.degrees latitude (g = 980.6199 gals.).
 FC0015
 FC0015.The modeled gravity was interpolated from observed gravity values.
 FC0015
 FC0015;                    North         East    Units  Estimated Accuracy
 FC0015;SPC TN       -   143,400.      739,990.      MT  (+/- 180 meters Scaled)
 FC0015
 FC0015                          SUPERSEDED SURVEY CONTROL
 FC0015
 FC0015  NGVD 29 (??/??/92)  276.185  (m)          906.12   (f) ADJ UNCH    1 1
 FC0015
 FC0015.Superseded values are not recommended for survey control.
 FC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0015.See file dsdata.txt to determine how the superseded data were derived.
 FC0015
 FC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE305443(NAD 83)
 FC0015_MARKER: DB = BENCH MARK DISK
 FC0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0015_SP_SET: BRIDGE
 FC0015_STAMPING: Y 258 1968
 FC0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0015
 FC0015  HISTORY     - Date     Condition        Report By
 FC0015  HISTORY     - 1968     MONUMENTED       CGS
 FC0015
 FC0015                          STATION DESCRIPTION
 FC0015
 FC0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0015'1.3 MI NE FROM SWEETWATER.
 FC0015'ABOUT 1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0015'STATION AT SWEETWATER, ABOUT 0.25 MILE NORTHEAST OF MILEPOST
 FC0015'171, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 FC0015'ABUTMENT OF A 35-FOOT BRIDGE OVER SWEETWATER CREEK, 2.6 FEET
 FC0015'NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1 FOOT BELOW THE LEVEL
 FC0015'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0084 ***********************************************************************
 FC0084  DESIGNATION -  Y 259
 FC0084  PID         -  FC0084
 FC0084  STATE/COUNTY-  TN/KNOX
 FC0084  USGS QUAD   -  CONCORD (1984)
 FC0084
 FC0084                         *CURRENT SURVEY CONTROL
 FC0084  ___________________________________________________________________
 FC0084* NAD 83(1986)-  35 50 27.     (N)    084 11 02.     (W)     SCALED    
 FC0084* NAVD 88     -       258.401  (meters)     847.77   (feet)  ADJUSTED  
 FC0084  ___________________________________________________________________
 FC0084  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0084  DYNAMIC HT  -         258.158 (meters)     846.97  (feet)  COMP
 FC0084  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 FC0084
 FC0084  VERT ORDER  -  FIRST     CLASS I
 FC0084
 FC0084.The horizontal coordinates were scaled from a topographic map and have
 FC0084.an estimated accuracy of +/- 6 seconds.
 FC0084
 FC0084.The orthometric height was determined by differential leveling
 FC0084.and adjusted by the National Geodetic Survey in June 1991..
 FC0084
 FC0084.The geoid height was determined by GEOID03.
 FC0084
 FC0084.The dynamic height is computed by dividing the NAVD 88
 FC0084.geopotential number by the normal gravity value computed on the
 FC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0084.degrees latitude (g = 980.6199 gals.).
 FC0084
 FC0084.The modeled gravity was interpolated from observed gravity values.
 FC0084
 FC0084;                    North         East    Units  Estimated Accuracy
 FC0084;SPC TN       -   168,780.      764,060.      MT  (+/- 180 meters Scaled)
 FC0084
 FC0084                          SUPERSEDED SURVEY CONTROL
 FC0084
 FC0084  NGVD 29 (??/??/92)  258.520  (m)          848.16   (f) ADJ UNCH    1 1
 FC0084
 FC0084.Superseded values are not recommended for survey control.
 FC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0084.See file dsdata.txt to determine how the superseded data were derived.
 FC0084
 FC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE543699(NAD 83)
 FC0084_MARKER: DB = BENCH MARK DISK
 FC0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0084_SP_SET: ABUTMENT
 FC0084_STAMPING: Y 259 1968
 FC0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0084
 FC0084  HISTORY     - Date     Condition        Report By
 FC0084  HISTORY     - 1968     MONUMENTED       CGS
 FC0084
 FC0084                          STATION DESCRIPTION
 FC0084
 FC0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0084'3.2 MI SW FROM CONCORD.
 FC0084'ABOUT 3.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0084'POST OFFICE AT CONCORD, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST
 FC0084'148, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 FC0084'ABUTMENT TO RAILWAY OVERPASS OVER HARVEY ROAD, 20 FEET SOUTHEAST
 FC0084'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 7 FEET SOUTHEAST OF THE
 FC0084'SOUTHEAST RAIL OF A SIDE TRACK AND ABOUT 1 FOOT BELOW THE LEVEL
 FC0084'OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1642 ***********************************************************************
 GC1642  DESIGNATION -  Y 26
 GC1642  PID         -  GC1642
 GC1642  STATE/COUNTY-  TN/HOUSTON
 GC1642  USGS QUAD   -  ERIN (1981)
 GC1642
 GC1642                         *CURRENT SURVEY CONTROL
 GC1642  ___________________________________________________________________
 GC1642* NAD 83(1986)-  36 17 21.     (N)    087 40 37.     (W)     SCALED    
 GC1642* NAVD 88     -       140.615  (meters)     461.33   (feet)  ADJUSTED  
 GC1642  ___________________________________________________________________
 GC1642  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1642  DYNAMIC HT  -         140.496 (meters)     460.94  (feet)  COMP
 GC1642  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 GC1642
 GC1642  VERT ORDER  -  SECOND    CLASS 0
 GC1642
 GC1642.The horizontal coordinates were scaled from a topographic map and have
 GC1642.an estimated accuracy of +/- 6 seconds.
 GC1642
 GC1642.The orthometric height was determined by differential leveling
 GC1642.and adjusted by the National Geodetic Survey in June 1991..
 GC1642
 GC1642.The geoid height was determined by GEOID03.
 GC1642
 GC1642.The dynamic height is computed by dividing the NAVD 88
 GC1642.geopotential number by the normal gravity value computed on the
 GC1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1642.degrees latitude (g = 980.6199 gals.).
 GC1642
 GC1642.The modeled gravity was interpolated from observed gravity values.
 GC1642
 GC1642;                    North         East    Units  Estimated Accuracy
 GC1642;SPC TN       -   218,290.      449,370.      MT  (+/- 180 meters Scaled)
 GC1642
 GC1642                          SUPERSEDED SURVEY CONTROL
 GC1642
 GC1642  NGVD 29 (??/??/92)  140.657  (m)          461.47   (f) ADJ UNCH    2 0
 GC1642
 GC1642.Superseded values are not recommended for survey control.
 GC1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1642.See file dsdata.txt to determine how the superseded data were derived.
 GC1642
 GC1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF392162(NAD 83)
 GC1642_MARKER: DB = BENCH MARK DISK
 GC1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1642_STAMPING: 461.692 Y 26 1934
 GC1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1642+STABILITY: SURFACE MOTION
 GC1642
 GC1642  HISTORY     - Date     Condition        Report By
 GC1642  HISTORY     - 1934     MONUMENTED       CGS
 GC1642
 GC1642                          STATION DESCRIPTION
 GC1642
 GC1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1642'4 MI SE FROM ERIN.
 GC1642'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM ERIN, HOUSTON
 GC1642'COUNTY, 2.0 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 49, AT
 GC1642'THE NORTH END OF AN S-CURVE, AT THE POINT WHERE A
 GC1642'POWER-TRANSMISSION LINE CROSSES THE HIGHWAY, 50 YARDS NORTH OF A
 GC1642'HOUSE AT THE EAST EDGE OF THE HIGHWAY, AND 27 FEET EAST OF THE
 GC1642'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 461.692 Y
 GC1642'26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0393 ***********************************************************************
 FF0393  DESIGNATION -  Y 260
 FF0393  PID         -  FF0393
 FF0393  STATE/COUNTY-  TN/SHELBY
 FF0393  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0393
 FF0393                         *CURRENT SURVEY CONTROL
 FF0393  ___________________________________________________________________
 FF0393* NAD 83(1986)-  35 01 45.     (N)    090 04 42.     (W)     SCALED    
 FF0393* NAVD 88     -        86.300  (meters)     283.14   (feet)  ADJUSTED  
 FF0393  ___________________________________________________________________
 FF0393  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0393  DYNAMIC HT  -          86.220 (meters)     282.87  (feet)  COMP
 FF0393  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 FF0393
 FF0393  VERT ORDER  -  FIRST     CLASS I
 FF0393
 FF0393.The horizontal coordinates were scaled from a topographic map and have
 FF0393.an estimated accuracy of +/- 6 seconds.
 FF0393
 FF0393.The orthometric height was determined by differential leveling
 FF0393.and adjusted by the National Geodetic Survey in June 1991..
 FF0393
 FF0393.The geoid height was determined by GEOID03.
 FF0393
 FF0393.The dynamic height is computed by dividing the NAVD 88
 FF0393.geopotential number by the normal gravity value computed on the
 FF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0393.degrees latitude (g = 980.6199 gals.).
 FF0393
 FF0393.The modeled gravity was interpolated from observed gravity values.
 FF0393
 FF0393;                    North         East    Units  Estimated Accuracy
 FF0393;SPC TN       -    84,960.      227,920.      MT  (+/- 180 meters Scaled)
 FF0393
 FF0393                          SUPERSEDED SURVEY CONTROL
 FF0393
 FF0393  NGVD 29 (??/??/??)   86.277  (m)          283.06   (f) ADJUSTED    1 1
 FF0393
 FF0393.Superseded values are not recommended for survey control.
 FF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0393.See file dsdata.txt to determine how the superseded data were derived.
 FF0393
 FF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665801(NAD 83)
 FF0393_MARKER: DV = VERTICAL CONTROL DISK
 FF0393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0393_SP_SET: COPPER-CLAD STEEL ROD
 FF0393_STAMPING: Y 260 1974
 FF0393_MARK LOGO: NGS   
 FF0393_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0393+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0393
 FF0393  HISTORY     - Date     Condition        Report By
 FF0393  HISTORY     - 1974     MONUMENTED       NGS
 FF0393  HISTORY     - 1976     GOOD             NGS
 FF0393  HISTORY     - 1983     GOOD             NGS
 FF0393  HISTORY     - 19920116 GOOD             NGS
 FF0393  HISTORY     - 20021028 GOOD             USACE
 FF0393
 FF0393                          STATION DESCRIPTION
 FF0393
 FF0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0393'4 MI SW FROM MEMPHIS.
 FF0393'ABOUT 4 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0393'FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, 119 YARDS (P) SOUTHEAST
 FF0393'OF THE CENTER LINE OF THE HIGHWAY, 234 FEET NORTH-NORTHEAST OF
 FF0393'THE NORTHWEST CORNER OF THE STEPHENSONS UNITED METHODIST CHURCH,
 FF0393'208 FEET NORTHEAST OF THE CENTER LINE OF THE PAVED DRIVE LEADING
 FF0393'TO FRONT OF CHURCH, 4 FEET SOUTH OF THE NORTHWEST CORNER POST
 FF0393'OF CEMETERY, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FF0393'MC CAIN HEADSTONE, 4 FEET SOUTH OF A 15-INCH OAK TREE, 1 FOOT
 FF0393'NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW LEVEL OF THE
 FF0393'HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, PROJECTING
 FF0393'2-INCHES AND PROTECTED BY A 4-INCH IRON PIPE PROJECTING 4-INCHES.
 FF0393'THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.  NOTE-- ROD WAS
 FF0393'DRIVING HARD AT 40 FEET.
 FF0393
 FF0393                          STATION RECOVERY (1976)
 FF0393
 FF0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0393'RECOVERED IN GOOD CONDITION.
 FF0393
 FF0393                          STATION RECOVERY (1983)
 FF0393
 FF0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0393'RECOVERED IN GOOD CONDITION.
 FF0393
 FF0393                          STATION RECOVERY (1992)
 FF0393
 FF0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0393'6.1 KM (3.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0393'INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 0.1 KM (0.05 MI)
 FF0393'SOUTHEASTERLY ALONG THE DIVINE TEMPLE CHURCH AND CEMETERY ENTRANCE
 FF0393'ROAD, 71.3 NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE MOST
 FF0393'NORTHERLY OF 2 CHURCH BUILDINGS, 60.2 M (197.5 FT) NORTH OF THE
 FF0393'CENTER OF THE ROAD, 40.2 M (131.9 FT) WEST OF THE CENTER OF THE MOST
 FF0393'WESTERLY OF 2 CEMETERY ENTRANCES, 7.4 M (24.3 FT) SOUTHWEST OF THE
 FF0393'SOUTHWEST CORNER OF THE JAMES MCCAIN HEADSTONE, 1.0 M (3.3 FT) BELOW
 FF0393'THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) EAST OF A CHAIN-LINK FENCE
 FF0393'CORNER, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS
 FF0393'ENCASED IN A 4-INCH METAL PIPE FLUSH WITH THE GROUND SURFACE.
 FF0393
 FF0393                          STATION RECOVERY (2002)
 FF0393
 FF0393'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1380 ***********************************************************************
 FE1380  DESIGNATION -  Y 261
 FE1380  PID         -  FE1380
 FE1380  STATE/COUNTY-  TN/SHELBY
 FE1380  USGS QUAD   -  MILLINGTON (1997)
 FE1380
 FE1380                         *CURRENT SURVEY CONTROL
 FE1380  ___________________________________________________________________
 FE1380* NAD 83(1986)-  35 21 56.     (N)    089 53 14.     (W)     SCALED    
 FE1380* NAVD 88     -        86.702  (meters)     284.45   (feet)  ADJUSTED  
 FE1380  ___________________________________________________________________
 FE1380  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1380  DYNAMIC HT  -          86.625 (meters)     284.20  (feet)  COMP
 FE1380  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 FE1380
 FE1380  VERT ORDER  -  FIRST     CLASS I
 FE1380
 FE1380.The horizontal coordinates were scaled from a topographic map and have
 FE1380.an estimated accuracy of +/- 6 seconds.
 FE1380
 FE1380.The orthometric height was determined by differential leveling
 FE1380.and adjusted by the National Geodetic Survey in June 1991..
 FE1380
 FE1380.The geoid height was determined by GEOID03.
 FE1380
 FE1380.The dynamic height is computed by dividing the NAVD 88
 FE1380.geopotential number by the normal gravity value computed on the
 FE1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1380.degrees latitude (g = 980.6199 gals.).
 FE1380
 FE1380.The modeled gravity was interpolated from observed gravity values.
 FE1380
 FE1380;                    North         East    Units  Estimated Accuracy
 FE1380;SPC TN       -   121,540.      246,830.      MT  (+/- 180 meters Scaled)
 FE1380
 FE1380                          SUPERSEDED SURVEY CONTROL
 FE1380
 FE1380  NGVD 29 (??/??/??)   86.665  (m)          284.33   (f) ADJUSTED    1 1
 FE1380
 FE1380.Superseded values are not recommended for survey control.
 FE1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1380.See file dsdata.txt to determine how the superseded data were derived.
 FE1380
 FE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE376174(NAD 83)
 FE1380_MARKER: DB = BENCH MARK DISK
 FE1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1380_SP_SET: CULVERT
 FE1380_STAMPING: Y 261 1974
 FE1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1380+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1380
 FE1380  HISTORY     - Date     Condition        Report By
 FE1380  HISTORY     - 1974     MONUMENTED       NGS
 FE1380  HISTORY     - 20021007 GOOD             USACE
 FE1380
 FE1380                          STATION DESCRIPTION
 FE1380
 FE1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1380'2.2 MI NE FROM MILLINGTON.
 FE1380'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1380'WITH NAVY ROAD AT MILLINGTON, 62 FEET SOUTHWEST OF THE CENTER
 FE1380'LINE OF SHIPP ROAD, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE1380'SOUTHEAST LANE OF U.S. HIGHWAY 51, SET IN TOP OF THE NORTHEAST
 FE1380'END OF THE SOUTHEAST CONCRETE HEADWALL OF A TRIPLE CHANNEL
 FE1380'CULVERT, 4.4 FEET SOUTHEAST OF A STEEL GUARD RAIL, ABOUT LEVEL
 FE1380'WITH THE HIGHWAY.
 FE1380
 FE1380                          STATION RECOVERY (2002)
 FE1380
 FE1380'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1318 ***********************************************************************
 FE1318  DESIGNATION -  Y 262
 FE1318  PID         -  FE1318
 FE1318  STATE/COUNTY-  TN/TIPTON
 FE1318  USGS QUAD   -  DRUMMONDS (1983)
 FE1318
 FE1318                         *CURRENT SURVEY CONTROL
 FE1318  ___________________________________________________________________
 FE1318* NAD 83(1986)-  35 27 07.     (N)    089 52 54.     (W)     SCALED    
 FE1318* NAVD 88     -       134.868  (meters)     442.48   (feet)  ADJUSTED  
 FE1318  ___________________________________________________________________
 FE1318  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1318  DYNAMIC HT  -         134.750 (meters)     442.09  (feet)  COMP
 FE1318  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FE1318
 FE1318  VERT ORDER  -  FIRST     CLASS I
 FE1318
 FE1318.The horizontal coordinates were scaled from a topographic map and have
 FE1318.an estimated accuracy of +/- 6 seconds.
 FE1318
 FE1318.The orthometric height was determined by differential leveling
 FE1318.and adjusted by the National Geodetic Survey in June 1991..
 FE1318
 FE1318.The geoid height was determined by GEOID03.
 FE1318
 FE1318.The dynamic height is computed by dividing the NAVD 88
 FE1318.geopotential number by the normal gravity value computed on the
 FE1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1318.degrees latitude (g = 980.6199 gals.).
 FE1318
 FE1318.The modeled gravity was interpolated from observed gravity values.
 FE1318
 FE1318;                    North         East    Units  Estimated Accuracy
 FE1318;SPC TN       -   131,100.      247,710.      MT  (+/- 180 meters Scaled)
 FE1318
 FE1318                          SUPERSEDED SURVEY CONTROL
 FE1318
 FE1318  NGVD 29 (??/??/??)  134.843  (m)          442.40   (f) ADJUSTED    1 1
 FE1318
 FE1318.Superseded values are not recommended for survey control.
 FE1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1318.See file dsdata.txt to determine how the superseded data were derived.
 FE1318
 FE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE384269(NAD 83)
 FE1318_MARKER: DB = BENCH MARK DISK
 FE1318_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1318_SP_SET: 40 FEET
 FE1318_STAMPING: Y 262 1974
 FE1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1318+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1318
 FE1318  HISTORY     - Date     Condition        Report By
 FE1318  HISTORY     - 1974     MONUMENTED       NGS
 FE1318  HISTORY     - 20021007 GOOD             USACE
 FE1318
 FE1318                          STATION DESCRIPTION
 FE1318
 FE1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1318'3.9 MI W FROM MUNFORD.
 FE1318'ABOUT 3.9 MILES WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1318'PRESBYTERIAN CHURCH AT MUNFORD, 0.6 MILE WEST OF THE CAMP
 FE1318'GROUND METHODIST CHURCH, 111 1/2 FEET NORTH OF THE CENTER LINE OF
 FE1318'ASPHALT ROAD AND JUNCTION WITH ASPHALT ROAD LEADING SOUTH, 31.5
 FE1318'FEET NORTH OF THE NORTH EDGE OF CONCRETE STANDPIPE OF A NEW
 FE1318'WATER TOWER (POPLAR GROVE), 24.7 FEET NORTHWEST OF THE NORTH
 FE1318'CORNER OF THE NORTHEAST CONCRETE FOOTING OF THE NORTHEAST LEG,
 FE1318'19.6 FEET NORTHEAST OF THE NORTH CORNER OF THE NORTHWEST
 FE1318'CONCRETE FOOTING OF NORTHEAST LEG, 0.6 FOOT NORTH OF A METAL
 FE1318'WITNESS POST, 1 1/2 FEET BELOW LEVEL OF ROAD AND ON TOP OF A
 FE1318'COPPER COATED STEEL ROD, FLUSH WITH THE GROUND AND PROTECTED BY
 FE1318'A 4-INCH IRON PIPE PROJECTING 2-INCHES.  THE ROD WAS DRIVEN
 FE1318'TO A DEPTH OF 40 FEET.
 FE1318
 FE1318                          STATION RECOVERY (2002)
 FE1318
 FE1318'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1136 ***********************************************************************
 GD1136  DESIGNATION -  Y 264
 GD1136  PID         -  GD1136
 GD1136  STATE/COUNTY-  TN/DYER
 GD1136  USGS QUAD   -  MISTON (1983)
 GD1136
 GD1136                         *CURRENT SURVEY CONTROL
 GD1136  ___________________________________________________________________
 GD1136* NAD 83(1986)-  36 07 53.     (N)    089 25 56.     (W)     SCALED    
 GD1136* NAVD 88     -       104.459  (meters)     342.71   (feet)  ADJUSTED  
 GD1136  ___________________________________________________________________
 GD1136  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1136  DYNAMIC HT  -         104.371 (meters)     342.42  (feet)  COMP
 GD1136  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GD1136
 GD1136  VERT ORDER  -  FIRST     CLASS I
 GD1136
 GD1136.The horizontal coordinates were scaled from a topographic map and have
 GD1136.an estimated accuracy of +/- 6 seconds.
 GD1136
 GD1136.The orthometric height was determined by differential leveling
 GD1136.and adjusted by the National Geodetic Survey in June 1991..
 GD1136
 GD1136.The geoid height was determined by GEOID03.
 GD1136
 GD1136.The dynamic height is computed by dividing the NAVD 88
 GD1136.geopotential number by the normal gravity value computed on the
 GD1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1136.degrees latitude (g = 980.6199 gals.).
 GD1136
 GD1136.The modeled gravity was interpolated from observed gravity values.
 GD1136
 GD1136;                    North         East    Units  Estimated Accuracy
 GD1136;SPC TN       -   204,910.      291,130.      MT  (+/- 180 meters Scaled)
 GD1136
 GD1136                          SUPERSEDED SURVEY CONTROL
 GD1136
 GD1136  NGVD 29 (??/??/??)  104.384  (m)          342.47   (f) ADJUSTED    1 1
 GD1136
 GD1136.Superseded values are not recommended for survey control.
 GD1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1136.See file dsdata.txt to determine how the superseded data were derived.
 GD1136
 GD1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF811012(NAD 83)
 GD1136_MARKER: DB = BENCH MARK DISK
 GD1136_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1136+WITH SETTING: INTO GROUND
 GD1136_STAMPING: Y 264 1974
 GD1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1136+STABILITY: SURFACE MOTION
 GD1136
 GD1136  HISTORY     - Date     Condition        Report By
 GD1136  HISTORY     - 1974     MONUMENTED       NGS
 GD1136  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1136
 GD1136                          STATION DESCRIPTION
 GD1136
 GD1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1136'6 MI NW FROM DYERSBURG.
 GD1136'ABOUT 6 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1136'WITH U.S. HIGHWAY 51 BY-PASS, ABOUT 0.3 MILE SOUTH OF THE SOUTH END OF
 GD1136'THE OBION RIVER BRIDGE, AT A DIRT ROAD INTERSECTION, 95.2 FEET WEST OF
 GD1136'THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF A
 GD1136'DIRT ROAD LEADING WEST, 25.1 FEET NORTH OF THE CENTER OF A GATE, 13.7
 GD1136'FEET SOUTHEAST OF A TREE WITH WITNESS SIGN, 7 FEET ABOVE HIGHWAY AND
 GD1136'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GD1136'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND AND PROTECTED BY
 GD1136'A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT.
 GD1136
 GD1136                          STATION RECOVERY (2002)
 GD1136
 GD1136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1136'SUSPECTED DESTROYED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0445 ***********************************************************************
 GC0445  DESIGNATION -  Y 28
 GC0445  PID         -  GC0445
 GC0445  STATE/COUNTY-  TN/DAVIDSON
 GC0445  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0445
 GC0445                         *CURRENT SURVEY CONTROL
 GC0445  ___________________________________________________________________
 GC0445* NAD 83(1986)-  36 09 25.     (N)    086 47 06.     (W)     SCALED    
 GC0445* NAVD 88     -       140.447  (meters)     460.78   (feet)  ADJUSTED  
 GC0445  ___________________________________________________________________
 GC0445  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0445  DYNAMIC HT  -         140.326 (meters)     460.39  (feet)  COMP
 GC0445  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0445
 GC0445  VERT ORDER  -  FIRST     CLASS II
 GC0445
 GC0445.The horizontal coordinates were scaled from a topographic map and have
 GC0445.an estimated accuracy of +/- 6 seconds.
 GC0445
 GC0445.The orthometric height was determined by differential leveling
 GC0445.and adjusted by the National Geodetic Survey in June 1991..
 GC0445
 GC0445.The geoid height was determined by GEOID03.
 GC0445
 GC0445.The dynamic height is computed by dividing the NAVD 88
 GC0445.geopotential number by the normal gravity value computed on the
 GC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0445.degrees latitude (g = 980.6199 gals.).
 GC0445
 GC0445.The modeled gravity was interpolated from observed gravity values.
 GC0445
 GC0445;                    North         East    Units  Estimated Accuracy
 GC0445;SPC TN       -   202,610.      529,370.      MT  (+/- 180 meters Scaled)
 GC0445
 GC0445                          SUPERSEDED SURVEY CONTROL
 GC0445
 GC0445  NGVD 29 (??/??/92)  140.473  (m)          460.87   (f) ADJ UNCH    1 2
 GC0445
 GC0445.Superseded values are not recommended for survey control.
 GC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0445.See file dsdata.txt to determine how the superseded data were derived.
 GC0445
 GC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF193013(NAD 83)
 GC0445_MARKER: DB = BENCH MARK DISK
 GC0445_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 GC0445_STAMPING: Y 28 461.216 1934
 GC0445_MARK LOGO: CGS   
 GC0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0445+STABILITY: POSITION/ELEVATION WELL
 GC0445
 GC0445  HISTORY     - Date     Condition        Report By
 GC0445  HISTORY     - 1934     MONUMENTED       CGS
 GC0445  HISTORY     - 1960     GOOD             NGS
 GC0445  HISTORY     - 1984     GOOD             NGS
 GC0445
 GC0445                          STATION DESCRIPTION
 GC0445
 GC0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0445'AT NASHVILLE.
 GC0445'AT NASHVILLE, DAVIDSON COUNTY, AT THE UNION STATION, SET VERTICALLY
 GC0445'IN THE WEST FACE OF THE FIFTH PILLAR SOUTH OF THE NORTHWEST CORNER
 GC0445'OF THE STATION BUILDING, IN THE CENTER OF THE PILLAR AND ABOUT 4
 GC0445'FEET ABOVE THE GROUND.
 GC0445
 GC0445                          STATION RECOVERY (1984)
 GC0445
 GC0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0445'RECOVERED IN GOOD CONDITION.  NOTE, UNION STATION IS CLOSED AND
 GC0445'APPEARS TO BE IN PROCESS OF RENOVATION THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0699 ***********************************************************************
 FD0699  DESIGNATION -  Y 29
 FD0699  PID         -  FD0699
 FD0699  STATE/COUNTY-  TN/MAURY
 FD0699  USGS QUAD   -  WILLIAMSPORT (1988)
 FD0699
 FD0699                         *CURRENT SURVEY CONTROL
 FD0699  ___________________________________________________________________
 FD0699* NAD 83(1986)-  35 41 09.     (N)    087 13 05.     (W)     SCALED    
 FD0699* NAVD 88     -       190.608  (meters)     625.35   (feet)  ADJUSTED  
 FD0699  ___________________________________________________________________
 FD0699  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD0699  DYNAMIC HT  -         190.439 (meters)     624.80  (feet)  COMP
 FD0699  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FD0699
 FD0699  VERT ORDER  -  SECOND    CLASS 0
 FD0699
 FD0699.The horizontal coordinates were scaled from a topographic map and have
 FD0699.an estimated accuracy of +/- 6 seconds.
 FD0699
 FD0699.The orthometric height was determined by differential leveling
 FD0699.and adjusted by the National Geodetic Survey in June 1991..
 FD0699
 FD0699.The geoid height was determined by GEOID03.
 FD0699
 FD0699.The dynamic height is computed by dividing the NAVD 88
 FD0699.geopotential number by the normal gravity value computed on the
 FD0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0699.degrees latitude (g = 980.6199 gals.).
 FD0699
 FD0699.The modeled gravity was interpolated from observed gravity values.
 FD0699
 FD0699;                    North         East    Units  Estimated Accuracy
 FD0699;SPC TN       -   150,750.      489,750.      MT  (+/- 180 meters Scaled)
 FD0699
 FD0699                          SUPERSEDED SURVEY CONTROL
 FD0699
 FD0699  NGVD 29 (??/??/92)  190.592  (m)          625.30   (f) ADJ UNCH    2 0
 FD0699
 FD0699.Superseded values are not recommended for survey control.
 FD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0699.See file dsdata.txt to determine how the superseded data were derived.
 FD0699
 FD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE802491(NAD 83)
 FD0699_MARKER: DB = BENCH MARK DISK
 FD0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0699_STAMPING: Y 29 1934
 FD0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0699+STABILITY: SURFACE MOTION
 FD0699
 FD0699  HISTORY     - Date     Condition        Report By
 FD0699  HISTORY     - 1934     MONUMENTED       CGS
 FD0699  HISTORY     - 1958     GOOD             TVA
 FD0699
 FD0699                          STATION DESCRIPTION
 FD0699
 FD0699'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0699'12.5 MI NW FROM COLUMBIA.
 FD0699'12.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM COLUMBIA,
 FD0699'MAURY COUNTY, AT WILLIAMSPORT, AT THE SOUTHEAST CORNER OF THE
 FD0699'YARD OF A YELLOW HOUSE OWNED IN 1934 BY J.F. PORTER, AT A ROAD
 FD0699'INTERSECTION, 35 FEET EAST OF A WILLIAMSPORT SIGN, 45 FEET NORTH
 FD0699'OF THE CENTERLINE OF THE HIGHWAY, AND 24 FEET WEST OF THE
 FD0699'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Y 29 1934
 FD0699'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK MAY ALSO BE
 FD0699'LOCATED 125 FEET NORTH OF HIGHWAY 50 AT A T-ROAD INTERSECTION
 FD0699'NORTH IN TRIANGLE, 10 FEET WEST TO PRIVATE DRIVE, AND
 FD0699'25 FEET EAST TO A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1612 ***********************************************************************
 FC1612  DESIGNATION -  Y 292
 FC1612  PID         -  FC1612
 FC1612  STATE/COUNTY-  TN/BLOUNT
 FC1612  USGS QUAD   -  BINFIELD (1990)
 FC1612
 FC1612                         *CURRENT SURVEY CONTROL
 FC1612  ___________________________________________________________________
 FC1612* NAD 83(1986)-  35 41 21.     (N)    084 02 27.     (W)     SCALED    
 FC1612* NAVD 88     -       307.767  (meters)    1009.73   (feet)  ADJUSTED  
 FC1612  ___________________________________________________________________
 FC1612  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1612  DYNAMIC HT  -         307.474 (meters)    1008.77  (feet)  COMP
 FC1612  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 FC1612
 FC1612  VERT ORDER  -  FIRST     CLASS II
 FC1612
 FC1612.The horizontal coordinates were scaled from a topographic map and have
 FC1612.an estimated accuracy of +/- 6 seconds.
 FC1612
 FC1612.The orthometric height was determined by differential leveling
 FC1612.and adjusted by the National Geodetic Survey in June 1991..
 FC1612
 FC1612.The geoid height was determined by GEOID03.
 FC1612
 FC1612.The dynamic height is computed by dividing the NAVD 88
 FC1612.geopotential number by the normal gravity value computed on the
 FC1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1612.degrees latitude (g = 980.6199 gals.).
 FC1612
 FC1612.The modeled gravity was interpolated from observed gravity values.
 FC1612
 FC1612;                    North         East    Units  Estimated Accuracy
 FC1612;SPC TN       -   152,200.      777,320.      MT  (+/- 180 meters Scaled)
 FC1612
 FC1612                          SUPERSEDED SURVEY CONTROL
 FC1612
 FC1612  NGVD 29 (12/12/91)  307.884  (m)         1010.12   (f) ADJUSTED    1 2
 FC1612
 FC1612.Superseded values are not recommended for survey control.
 FC1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1612.See file dsdata.txt to determine how the superseded data were derived.
 FC1612
 FC1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677535(NAD 83)
 FC1612_MARKER: I = METAL ROD
 FC1612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1612_SP_SET: STAINLESS STEEL ROD
 FC1612_STAMPING: Y 292 1983
 FC1612_MARK LOGO: NGS   
 FC1612_PROJECTION: FLUSH
 FC1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1612_ROD/PIPE-DEPTH: 14.9 meters
 FC1612
 FC1612  HISTORY     - Date     Condition        Report By
 FC1612  HISTORY     - 1983     MONUMENTED       NGS
 FC1612
 FC1612                          STATION DESCRIPTION
 FC1612
 FC1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1612'10.0 KM (6.2 MI) SW FROM MARYVILLE.
 FC1612'9.0 KM (5.6 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1612'CITY HALL IN MARYVILLE TO THE JUNCTION OF U.S. HIGHWAY 129, THENCE
 FC1612'1.0 KM (0.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 129 TO THE INTERSECTION
 FC1612'OF OLD NILES FERRY ROAD TO THE MARK ON THE LEFT, 13.26 METERS
 FC1612'(43.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.26 METERS
 FC1612'(63.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF OLD NILES FERRY ROAD,
 FC1612'0.43 METERS (1.4 FT) SOUTHWEST OF UTILITY POLE 7LA1 WITH 2 GUY WIRES.
 FC1612'THE MARK IS 0.43 METERS  NNW FROM A WITNESS POST.
 FC1612'THE MARK IS 0.46 M ABOVE HIGHWAY 129.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1637 ***********************************************************************
 FC1637  DESIGNATION -  Y 293
 FC1637  PID         -  FC1637
 FC1637  STATE/COUNTY-  TN/HAMILTON
 FC1637  USGS QUAD   -  CHATTANOOGA (1976)
 FC1637
 FC1637                         *CURRENT SURVEY CONTROL
 FC1637  ___________________________________________________________________
 FC1637* NAD 83(1986)-  35 00 51.     (N)    085 15 07.     (W)     SCALED    
 FC1637* NAVD 88     -       238.908  (meters)     783.82   (feet)  ADJUSTED  
 FC1637  ___________________________________________________________________
 FC1637  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1637  DYNAMIC HT  -         238.672 (meters)     783.04  (feet)  COMP
 FC1637  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1637
 FC1637  VERT ORDER  -  FIRST     CLASS II
 FC1637
 FC1637.The horizontal coordinates were scaled from a topographic map and have
 FC1637.an estimated accuracy of +/- 6 seconds.
 FC1637
 FC1637.The orthometric height was determined by differential leveling
 FC1637.and adjusted by the National Geodetic Survey in June 1991..
 FC1637
 FC1637.The geoid height was determined by GEOID03.
 FC1637
 FC1637.The dynamic height is computed by dividing the NAVD 88
 FC1637.geopotential number by the normal gravity value computed on the
 FC1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1637.degrees latitude (g = 980.6199 gals.).
 FC1637
 FC1637.The modeled gravity was interpolated from observed gravity values.
 FC1637
 FC1637;                    North         East    Units  Estimated Accuracy
 FC1637;SPC TN       -    75,800.      668,280.      MT  (+/- 180 meters Scaled)
 FC1637
 FC1637                          SUPERSEDED SURVEY CONTROL
 FC1637
 FC1637.No superseded survey control is available for this station.
 FC1637
 FC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD594760(NAD 83)
 FC1637_MARKER: DB = BENCH MARK DISK
 FC1637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1637_SP_SET: PIER
 FC1637_STAMPING: Y 293 1983
 FC1637_MARK LOGO: NGS   
 FC1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1637
 FC1637  HISTORY     - Date     Condition        Report By
 FC1637  HISTORY     - 1983     MONUMENTED       NGS
 FC1637  HISTORY     - 1989     GOOD             USPSQD
 FC1637
 FC1637                          STATION DESCRIPTION
 FC1637
 FC1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1637'IN CHATTANOOGA.
 FC1637'IN CHATTANOOGA, AT THE INTERSTATE HIGHWAY 24 OVERPASS OVER GERMANTOWN
 FC1637'ROAD, IN THE SOUTHEAST PART OF TOWN KNOWN AS EAST RIDGE, SET
 FC1637'VERTICALLY IN THE NORTHERNMOST ONE OF EIGHT CONCRETE PIERS ON THE EAST
 FC1637'SIDE OF THE OVERPASS, 7.90 METERS (25.9 FT) SOUTHEAST OF THE
 FC1637'CENTERLINE OF GERMANTOWN ROAD (NORTHBOUND), 34.13 METERS (112.0 FT)
 FC1637'SOUTH-SOUTHWEST OF THE CENTER OF A PAVED ROAD (NORTH TERRACE ROAD)
 FC1637'LEADING EAST, 23.92 METERS (78.5 FT) WEST-SOUTHWEST OF THE CENTER OF A
 FC1637'MANHOLE COVER IN A BOXED CONCRETE DRAINAGE TROUGH (SLOPE DISTANCE),
 FC1637'AND 21.80 METERS (71.5 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 FC1637'CHAIN LINK FENCE (SLOPE DISTANCE).
 FC1637'THE MARK IS 1.5 M ABOVE GERMANTOWN ROAD.
 FC1637
 FC1637                          STATION RECOVERY (1989)
 FC1637
 FC1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2378 ***********************************************************************
 FB2378  DESIGNATION -  Y 295
 FB2378  PID         -  FB2378
 FB2378  STATE/COUNTY-  TN/BLOUNT
 FB2378  USGS QUAD   -  TAPOCO (1978)
 FB2378
 FB2378                         *CURRENT SURVEY CONTROL
 FB2378  ___________________________________________________________________
 FB2378* NAD 83(1986)-  35 29 21.     (N)    083 55 53.     (W)     SCALED    
 FB2378* NAVD 88     -       523.227  (meters)    1716.62   (feet)  ADJUSTED  
 FB2378  ___________________________________________________________________
 FB2378  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FB2378  DYNAMIC HT  -         522.717 (meters)    1714.95  (feet)  COMP
 FB2378  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 FB2378
 FB2378  VERT ORDER  -  FIRST     CLASS II
 FB2378
 FB2378.The horizontal coordinates were scaled from a topographic map and have
 FB2378.an estimated accuracy of +/- 6 seconds.
 FB2378
 FB2378.The orthometric height was determined by differential leveling
 FB2378.and adjusted by the National Geodetic Survey in June 1991..
 FB2378
 FB2378.The geoid height was determined by GEOID03.
 FB2378
 FB2378.The dynamic height is computed by dividing the NAVD 88
 FB2378.geopotential number by the normal gravity value computed on the
 FB2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2378.degrees latitude (g = 980.6199 gals.).
 FB2378
 FB2378.The modeled gravity was interpolated from observed gravity values.
 FB2378
 FB2378;                    North         East    Units  Estimated Accuracy
 FB2378;SPC TN       -   130,220.      787,690.      MT  (+/- 180 meters Scaled)
 FB2378
 FB2378                          SUPERSEDED SURVEY CONTROL
 FB2378
 FB2378  NGVD 29 (12/12/91)  523.336  (m)         1716.98   (f) ADJUSTED    1 2
 FB2378
 FB2378.Superseded values are not recommended for survey control.
 FB2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2378.See file dsdata.txt to determine how the superseded data were derived.
 FB2378
 FB2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340312(NAD 83)
 FB2378_MARKER: I = METAL ROD
 FB2378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2378_SP_SET: STAINLESS STEEL ROD
 FB2378_STAMPING: Y 295 1983
 FB2378_MARK LOGO: NGS   
 FB2378_PROJECTION: FLUSH
 FB2378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2378_ROD/PIPE-DEPTH: 4.1  meters
 FB2378
 FB2378  HISTORY     - Date     Condition        Report By
 FB2378  HISTORY     - 1983     MONUMENTED       NGS
 FB2378
 FB2378                          STATION DESCRIPTION
 FB2378
 FB2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2378'4.9 KM (3.05 MI) NW FROM DEALS GAP NC.
 FB2378'4.9 KM (3.05 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF
 FB2378'STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON THE LEFT, UNDER THE
 FB2378'APPROXIMATE CENTER OF TWO SETS OF HIGH POWER TRANSMISSION LINES,
 FB2378'14.39 METERS (47.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FB2378'0.52 METERS (1.7 FT) SOUTH-SOUTHEAST OF A WOODEN POST PROJECTING
 FB2378'0.61 METER (2.0 FT).
 FB2378'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 FB2378'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2136 ***********************************************************************
 FE2136  DESIGNATION -  Y 297
 FE2136  PID         -  FE2136
 FE2136  STATE/COUNTY-  TN/HARDEMAN
 FE2136  USGS QUAD   -  POCAHONTAS (1950)
 FE2136
 FE2136                         *CURRENT SURVEY CONTROL
 FE2136  ___________________________________________________________________
 FE2136* NAD 83(1986)-  35 02 45.     (N)    088 50 06.     (W)     SCALED    
 FE2136* NAVD 88     -       137.124  (meters)     449.88   (feet)  ADJUSTED  
 FE2136  ___________________________________________________________________
 FE2136  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2136  DYNAMIC HT  -         136.994 (meters)     449.45  (feet)  COMP
 FE2136  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FE2136
 FE2136  VERT ORDER  -  FIRST     CLASS II
 FE2136
 FE2136.The horizontal coordinates were scaled from a topographic map and have
 FE2136.an estimated accuracy of +/- 6 seconds.
 FE2136
 FE2136.The orthometric height was determined by differential leveling
 FE2136.and adjusted by the National Geodetic Survey in June 1991..
 FE2136
 FE2136.The geoid height was determined by GEOID03.
 FE2136
 FE2136.The dynamic height is computed by dividing the NAVD 88
 FE2136.geopotential number by the normal gravity value computed on the
 FE2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2136.degrees latitude (g = 980.6199 gals.).
 FE2136
 FE2136.The modeled gravity was interpolated from observed gravity values.
 FE2136
 FE2136;                    North         East    Units  Estimated Accuracy
 FE2136;SPC TN       -    82,800.      341,370.      MT  (+/- 180 meters Scaled)
 FE2136
 FE2136                          SUPERSEDED SURVEY CONTROL
 FE2136
 FE2136.No superseded survey control is available for this station.
 FE2136
 FE2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD326796(NAD 83)
 FE2136_MARKER: I = METAL ROD
 FE2136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2136_SP_SET: STAINLESS STEEL ROD
 FE2136_STAMPING: Y 297 1983
 FE2136_MARK LOGO: NGS   
 FE2136_PROJECTION: FLUSH
 FE2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2136+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2136_ROD/PIPE-DEPTH: 9.75 meters
 FE2136
 FE2136  HISTORY     - Date     Condition        Report By
 FE2136  HISTORY     - 1983     MONUMENTED       NGS
 FE2136  HISTORY     - 20020919 GOOD             USACE
 FE2136
 FE2136                          STATION DESCRIPTION
 FE2136
 FE2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2136'2.2 KM (1.4 MI) WEST FROM POCAHONTAS.
 FE2136'2.2 KM (1.4 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2136'POCAHONTAS, TO THE MARK ON THE LEFT, 16.34 METERS (53.6 FT) SOUTH OF
 FE2136'THE CENTERLINE OF THE HIGHWAY, AND 9.57 METERS (31.4 FT)
 FE2136'EAST-SOUTHEAST OF A CIVIL WAR BATTLE MONUMENT (THE BATTLE OF DAVIS
 FE2136'BRIDGE).
 FE2136'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2136'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2136
 FE2136                          STATION RECOVERY (2002)
 FE2136
 FE2136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2136'CIVIL WAR MEMORIAL NOW GONE. MARK IS 134.3 FT WSW OF MILE MARKER 21
 FE2136'FOR HWY 57, AT THE EDGE OF WOODS ON S RIGHT OF WAY OF HWY 57, IN
 FE2136'BETWEEN 2 WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2162 ***********************************************************************
 FE2162  DESIGNATION -  Y 298
 FE2162  PID         -  FE2162
 FE2162  STATE/COUNTY-  TN/FAYETTE
 FE2162  USGS QUAD   -  MOSCOW SE (1983)
 FE2162
 FE2162                         *CURRENT SURVEY CONTROL
 FE2162  ___________________________________________________________________
 FE2162* NAD 83(1986)-  35 03 32.     (N)    089 17 41.     (W)     SCALED    
 FE2162* NAVD 88     -       145.278  (meters)     476.63   (feet)  ADJUSTED  
 FE2162  ___________________________________________________________________
 FE2162  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2162  DYNAMIC HT  -         145.142 (meters)     476.19  (feet)  COMP
 FE2162  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FE2162
 FE2162  VERT ORDER  -  FIRST     CLASS II
 FE2162
 FE2162.The horizontal coordinates were scaled from a topographic map and have
 FE2162.an estimated accuracy of +/- 6 seconds.
 FE2162
 FE2162.The orthometric height was determined by differential leveling
 FE2162.and adjusted by the National Geodetic Survey in June 1991..
 FE2162
 FE2162.The geoid height was determined by GEOID03.
 FE2162
 FE2162.The dynamic height is computed by dividing the NAVD 88
 FE2162.geopotential number by the normal gravity value computed on the
 FE2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2162.degrees latitude (g = 980.6199 gals.).
 FE2162
 FE2162.The modeled gravity was interpolated from observed gravity values.
 FE2162
 FE2162;                    North         East    Units  Estimated Accuracy
 FE2162;SPC TN       -    85,560.      299,490.      MT  (+/- 180 meters Scaled)
 FE2162
 FE2162                          SUPERSEDED SURVEY CONTROL
 FE2162
 FE2162.No superseded survey control is available for this station.
 FE2162
 FE2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD907819(NAD 83)
 FE2162_MARKER: I = METAL ROD
 FE2162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2162_SP_SET: STAINLESS STEEL ROD
 FE2162_STAMPING: Y 298 1983
 FE2162_MARK LOGO: NGS   
 FE2162_PROJECTION: FLUSH
 FE2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2162+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2162_ROD/PIPE-DEPTH: 8.53 meters
 FE2162
 FE2162  HISTORY     - Date     Condition        Report By
 FE2162  HISTORY     - 1983     MONUMENTED       NGS
 FE2162  HISTORY     - 20020924 GOOD             USACE
 FE2162  HISTORY     - 20060506 GOOD             GEOCAC
 FE2162
 FE2162                          STATION DESCRIPTION
 FE2162
 FE2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2162'5.2 KM (3.2 MI) WEST FROM LA GRANGE.
 FE2162'0.1 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN LA
 FE2162'GRANGE TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 5.1 KM (3.15 MI)
 FE2162'WEST TO THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH AND THE MARK ON
 FE2162'THE RIGHT, 14.69 METERS (48.2 FT) NORTH OF THE CENTERLINE OF THE
 FE2162'HIGHWAY, 15.45 METERS (50.7 FT) WEST OF THE APPROXIMATE CENTER OF AN
 FE2162'ASPHALT ROAD LEADING NORTH, 1.82 METERS (6.0 FT) NORTHEAST OF A
 FE2162'TELEPHONE JUNCTION BOX, 1.46 METERS (4.8 FT) SOUTHWEST OF A CORNER
 FE2162'FENCE POST, 1.04 METERS (3.4 FT) NORTH OF A POLE THAT IS HOLDING A
 FE2162'LARGE METAL BOX BELONGING TO BELL TELEPHONE, AND 0.91 METER (3.0 FT)
 FE2162'SOUTH OF A BARBWIRE FENCE.
 FE2162'THE MARK IS 0  N FROM A WITNESS POST.
 FE2162'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FE2162
 FE2162                          STATION RECOVERY (2002)
 FE2162
 FE2162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2162'DESCRIPTION CHANGE, MARK IS 6.0 FT SW OF A TELEPHONE JCT. BOX.
 FE2162'DROVE WITNESS POST 3.0 FT N OF MARK. ROAD AT INTERSECTION OF HWY 57 IS
 FE2162'COWAN LOOP RD.
 FE2162'EXCELLENT CANDIDATE FOR GPS NETWORK.
 FE2162
 FE2162                          STATION RECOVERY (2006)
 FE2162
 FE2162'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2162'TO REACH HAS NOT CHANGED, NEW LOCAL REFERENCES FOLLOW.  MARK IS 0.6
 FE2162'METERS SOUTH OF THE WITNESS POST 1.2 METERS NORTH OF A CONCRETE PAD 2
 FE2162'FEET BY 4 FEET IN SIZE AND FLUSH WITH THE GROUND.  MARK IS 1 METER
 FE2162'SOUTH WEST OF THE FENCE CORNER, AND 1.2 METERS SOUTH WEST OF A SMALL
 FE2162'TELEPHONE BOX.  MARK IS APPROXIMATELY 2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2193 ***********************************************************************
 FE2193  DESIGNATION -  Y 299
 FE2193  PID         -  FE2193
 FE2193  STATE/COUNTY-  TN/SHELBY
 FE2193  USGS QUAD   -  GERMANTOWN (1997)
 FE2193
 FE2193                         *CURRENT SURVEY CONTROL
 FE2193  ___________________________________________________________________
 FE2193* NAD 83(1986)-  35 05 49.     (N)    089 50 48.     (W)     SCALED    
 FE2193* NAVD 88     -       101.353  (meters)     332.52   (feet)  ADJUSTED  
 FE2193  ___________________________________________________________________
 FE2193  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2193  DYNAMIC HT  -         101.259 (meters)     332.21  (feet)  COMP
 FE2193  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FE2193
 FE2193  VERT ORDER  -  FIRST     CLASS II
 FE2193
 FE2193.The horizontal coordinates were scaled from a topographic map and have
 FE2193.an estimated accuracy of +/- 6 seconds.
 FE2193
 FE2193.The orthometric height was determined by differential leveling
 FE2193.and adjusted by the National Geodetic Survey in June 1991..
 FE2193
 FE2193.The geoid height was determined by GEOID03.
 FE2193
 FE2193.The dynamic height is computed by dividing the NAVD 88
 FE2193.geopotential number by the normal gravity value computed on the
 FE2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2193.degrees latitude (g = 980.6199 gals.).
 FE2193
 FE2193.The modeled gravity was interpolated from observed gravity values.
 FE2193
 FE2193;                    North         East    Units  Estimated Accuracy
 FE2193;SPC TN       -    91,620.      249,340.      MT  (+/- 180 meters Scaled)
 FE2193
 FE2193                          SUPERSEDED SURVEY CONTROL
 FE2193
 FE2193.No superseded survey control is available for this station.
 FE2193
 FE2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD405875(NAD 83)
 FE2193_MARKER: I = METAL ROD
 FE2193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2193_SP_SET: STAINLESS STEEL ROD
 FE2193_STAMPING: Y 299 1983
 FE2193_MARK LOGO: NGS   
 FE2193_PROJECTION: FLUSH
 FE2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2193+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE2193_ROD/PIPE-DEPTH: 8.53 meters
 FE2193
 FE2193  HISTORY     - Date     Condition        Report By
 FE2193  HISTORY     - 1983     MONUMENTED       NGS
 FE2193  HISTORY     - 20021009 GOOD             USACE
 FE2193
 FE2193                          STATION DESCRIPTION
 FE2193
 FE2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2193'5.1 KM (3.15 MI) WEST FROM GERMANTOWN.
 FE2193'0.3 KM (0.2 MI) WEST ALONG FARMINGTON STREET FROM THE POST OFFICE IN
 FE2193'GERMANTOWN TO THE JUNCTION OF GERMANTOWN ROAD, THENCE 1.0 KM (0.65 MI)
 FE2193'SOUTH ALONG GERMANTOWN ROAD TO THE JUNCTION OF POPLAR PIKE ROAD,
 FE2193'THENCE 3.7 KM (2.3 MI) WEST ALONG POPLAR PIKE ROAD TO THE MARK ON THE
 FE2193'LEFT, ALSO, 2.1 KM (1.3 MI) EAST ALONG PARK AVENUE AND POPLAR PIKE
 FE2193'ROAD FROM THE WHITE STATION POST OFFICE IN MEMPHIS TO THE MARK ON THE
 FE2193'RIGHT, 14.08 METERS (46.2 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 FE2193'29.63 METERS (97.2 FT) EAST OF A CONCRETE LIGHT POLE, 17.62 METERS
 FE2193'(57.8 FT) EAST OF A TELEPHONE JUNCTION BOX, 5.94 METERS (19.5 FT)
 FE2193'WEST-SOUTHWEST OF A FIRE HYDRANT, AND 0.30 METER (1.0 FT) NORTH OF A
 FE2193'7.0 FOOT HIGH BRICK WALL.
 FE2193'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2193'THE MARK IS ABOVE LEVEL WITH ROAD.
 FE2193
 FE2193                          STATION RECOVERY (2002)
 FE2193
 FE2193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1079 ***********************************************************************
 FD1079  DESIGNATION -  Y 30
 FD1079  PID         -  FD1079
 FD1079  STATE/COUNTY-  TN/PERRY
 FD1079  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1079
 FD1079                         *CURRENT SURVEY CONTROL
 FD1079  ___________________________________________________________________
 FD1079* NAD 83(1986)-  35 41 32.     (N)    087 48 24.     (W)     SCALED    
 FD1079* NAVD 88     -       142.365  (meters)     467.08   (feet)  ADJUSTED  
 FD1079  ___________________________________________________________________
 FD1079  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD1079  DYNAMIC HT  -         142.239 (meters)     466.66  (feet)  COMP
 FD1079  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD1079
 FD1079  VERT ORDER  -  SECOND    CLASS 0
 FD1079
 FD1079.The horizontal coordinates were scaled from a topographic map and have
 FD1079.an estimated accuracy of +/- 6 seconds.
 FD1079
 FD1079.The orthometric height was determined by differential leveling
 FD1079.and adjusted by the National Geodetic Survey in June 1991..
 FD1079
 FD1079.The geoid height was determined by GEOID03.
 FD1079
 FD1079.The dynamic height is computed by dividing the NAVD 88
 FD1079.geopotential number by the normal gravity value computed on the
 FD1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1079.degrees latitude (g = 980.6199 gals.).
 FD1079
 FD1079.The modeled gravity was interpolated from observed gravity values.
 FD1079
 FD1079;                    North         East    Units  Estimated Accuracy
 FD1079;SPC TN       -   152,280.      436,490.      MT  (+/- 180 meters Scaled)
 FD1079
 FD1079                          SUPERSEDED SURVEY CONTROL
 FD1079
 FD1079  NGVD 29 (??/??/92)  142.368  (m)          467.09   (f) ADJ UNCH    2 0
 FD1079
 FD1079.Superseded values are not recommended for survey control.
 FD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1079.See file dsdata.txt to determine how the superseded data were derived.
 FD1079
 FD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE270501(NAD 83)
 FD1079_MARKER: DB = BENCH MARK DISK
 FD1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1079_STAMPING: Y 30 1934
 FD1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1079+STABILITY: SURFACE MOTION
 FD1079
 FD1079  HISTORY     - Date     Condition        Report By
 FD1079  HISTORY     - 1934     MONUMENTED       CGS
 FD1079  HISTORY     - 1949     GOOD             NGS
 FD1079  HISTORY     - 1974     MARK NOT FOUND   TVA
 FD1079
 FD1079                          STATION DESCRIPTION
 FD1079
 FD1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1079'6.2 MI N FROM LINDEN.
 FD1079'ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT
 FD1079'HOUSE AT LINDEN, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVEL
 FD1079'ROAD (OLD HIGHWAY 13), ON TOP OF A GRASSY DIRT BANK, 31 FEET
 FD1079'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 73 FEET SOUTHEAST
 FD1079'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTHWEST AND
 FD1079'FORDING A CREEK, 52 FEET EAST OF A TRIANGULAR BLAZED 12-INCH
 FD1079'HICKORY TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FD1079'ABOUT 1 1/2 FEET ABOVE THE GRAVEL ROAD AND SET IN THE TOP OF
 FD1079'A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 FD1079'FROM BEARDSTOWN BY GOING ABOUT 1.35 MILES SOUTH ALONG STATE
 FD1079'HIGHWAY 13 FROM THE JUNCTION OF STATE HIGHWAY 50, THENCE ABOUT
 FD1079'0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD.
 FD1079
 FD1079                          STATION RECOVERY (1974)
 FD1079
 FD1079'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2196 ***********************************************************************
 FE2196  DESIGNATION -  Y 300
 FE2196  PID         -  FE2196
 FE2196  STATE/COUNTY-  TN/SHELBY
 FE2196  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2196
 FE2196                         *CURRENT SURVEY CONTROL
 FE2196  ___________________________________________________________________
 FE2196* NAD 83(1986)-  35 06 23.     (N)    089 53 47.     (W)     SCALED    
 FE2196* NAVD 88     -        93.539  (meters)     306.89   (feet)  ADJUSTED  
 FE2196  ___________________________________________________________________
 FE2196  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2196  DYNAMIC HT  -          93.453 (meters)     306.60  (feet)  COMP
 FE2196  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 FE2196
 FE2196  VERT ORDER  -  FIRST     CLASS II
 FE2196
 FE2196.The horizontal coordinates were scaled from a topographic map and have
 FE2196.an estimated accuracy of +/- 6 seconds.
 FE2196
 FE2196.The orthometric height was determined by differential leveling
 FE2196.and adjusted by the National Geodetic Survey in June 1991..
 FE2196
 FE2196.The geoid height was determined by GEOID03.
 FE2196
 FE2196.The dynamic height is computed by dividing the NAVD 88
 FE2196.geopotential number by the normal gravity value computed on the
 FE2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2196.degrees latitude (g = 980.6199 gals.).
 FE2196
 FE2196.The modeled gravity was interpolated from observed gravity values.
 FE2196
 FE2196;                    North         East    Units  Estimated Accuracy
 FE2196;SPC TN       -    92,840.      244,850.      MT  (+/- 180 meters Scaled)
 FE2196
 FE2196                          SUPERSEDED SURVEY CONTROL
 FE2196
 FE2196.No superseded survey control is available for this station.
 FE2196
 FE2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD360886(NAD 83)
 FE2196_MARKER: I = METAL ROD
 FE2196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2196_SP_SET: STAINLESS STEEL ROD
 FE2196_STAMPING: Y 300 1983
 FE2196_MARK LOGO: NGS   
 FE2196_PROJECTION: FLUSH
 FE2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2196+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2196_ROD/PIPE-DEPTH: 7.56 meters
 FE2196
 FE2196  HISTORY     - Date     Condition        Report By
 FE2196  HISTORY     - 1983     MONUMENTED       NGS
 FE2196  HISTORY     - 20021016 GOOD             USACE
 FE2196
 FE2196                          STATION DESCRIPTION
 FE2196
 FE2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2196'2.5 KM (1.55 MI) WEST FROM MEMPHIS.
 FE2196'2.5 KM (1.55 MI) WEST ALONG PARK AVENUE FROM THE WHITE STATION POST
 FE2196'OFFICE IN MEMPHIS TO THE BEREAN BAPTIST CHURCH ON THE RIGHT AND THE
 FE2196'MARK ACROSS THE STREET AND SOUTHEAST FROM THE CHURCH IN THE PEP
 FE2196'MARQUETTE PARK, 20.82 METERS (68.3 FT) SOUTH OF THE CENTERLINE OF THE
 FE2196'AVENUE, 53.00 METERS (173.9 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 FE2196'OF A ONE LEVEL BUILDING (AT PRESENT THE STEAK-N-EGG KITCHEN),
 FE2196'6.55 METERS (21.5 FT) SOUTH OF THE GUY WIRE ANCHOR FOR A POWERLINE
 FE2196'POLE, AND 0.67 METER (2.2 FT) NORTH OF A POWERLINE POLE.
 FE2196'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2196'THE MARK IS ABOVE LEVEL WITH AVENUE.
 FE2196
 FE2196                          STATION RECOVERY (2002)
 FE2196
 FE2196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1378 ***********************************************************************
 FD1378  DESIGNATION -  Y 301
 FD1378  PID         -  FD1378
 FD1378  STATE/COUNTY-  TN/MAURY
 FD1378  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1378
 FD1378                         *CURRENT SURVEY CONTROL
 FD1378  ___________________________________________________________________
 FD1378* NAD 83(1986)-  35 31 39.     (N)    087 12 39.     (W)     SCALED    
 FD1378* NAVD 88     -       205.803  (meters)     675.21   (feet)  ADJUSTED  
 FD1378  ___________________________________________________________________
 FD1378  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD1378  DYNAMIC HT  -         205.616 (meters)     674.59  (feet)  COMP
 FD1378  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FD1378
 FD1378  VERT ORDER  -  FIRST     CLASS II
 FD1378
 FD1378.The horizontal coordinates were scaled from a topographic map and have
 FD1378.an estimated accuracy of +/- 6 seconds.
 FD1378
 FD1378.The orthometric height was determined by differential leveling
 FD1378.and adjusted by the National Geodetic Survey in June 1991..
 FD1378
 FD1378.The geoid height was determined by GEOID03.
 FD1378
 FD1378.The dynamic height is computed by dividing the NAVD 88
 FD1378.geopotential number by the normal gravity value computed on the
 FD1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1378.degrees latitude (g = 980.6199 gals.).
 FD1378
 FD1378.The modeled gravity was interpolated from observed gravity values.
 FD1378
 FD1378;                    North         East    Units  Estimated Accuracy
 FD1378;SPC TN       -   133,170.      490,190.      MT  (+/- 180 meters Scaled)
 FD1378
 FD1378                          SUPERSEDED SURVEY CONTROL
 FD1378
 FD1378.No superseded survey control is available for this station.
 FD1378
 FD1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE808315(NAD 83)
 FD1378_MARKER: I = METAL ROD
 FD1378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1378_SP_SET: STAINLESS STEEL ROD
 FD1378_STAMPING: Y 301 1984
 FD1378_MARK LOGO: NGS   
 FD1378_PROJECTION: FLUSH
 FD1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1378_ROD/PIPE-DEPTH: 3.35 meters
 FD1378
 FD1378  HISTORY     - Date     Condition        Report By
 FD1378  HISTORY     - 1984     MONUMENTED       NGS
 FD1378  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD1378
 FD1378                          STATION DESCRIPTION
 FD1378
 FD1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1378'IN MT PLEASANT.
 FD1378'IN MT. PLEASANT, 1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE
 FD1378'POST OFFICE TO THE MARK ON THE RIGHT, 9.11 METERS (29.9 FT) WEST OF
 FD1378'THE CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) EAST OF THE SOUTH
 FD1378'BRACE POST OF A BILLBOARD, 5.21 METERS (17.1 FT) SOUTH OF A POWERLINE
 FD1378'POLE, AND 2.32 METERS (7.6 FT) SOUTHEAST OF THE NORTH BRACE POST OF A
 FD1378'BILLBOARD.
 FD1378'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1378'THE MARK IS 0.3 M BELOW HIGHWAY.
 FD1378
 FD1378                          STATION RECOVERY (2002)
 FD1378
 FD1378'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1378'PRESUMABLY DESTROYED DURING CONSTRUCTION OF A NEW HOUSING DEVELOPMENT.
 FD1378' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1967 ***********************************************************************
 GC1967  DESIGNATION -  Y 302
 GC1967  PID         -  GC1967
 GC1967  STATE/COUNTY-  TN/DAVIDSON
 GC1967  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1967
 GC1967                         *CURRENT SURVEY CONTROL
 GC1967  ___________________________________________________________________
 GC1967* NAD 83(1986)-  36 08 15.     (N)    086 46 45.     (W)     SCALED    
 GC1967* NAVD 88     -       173.269  (meters)     568.47   (feet)  ADJUSTED  
 GC1967  ___________________________________________________________________
 GC1967  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC1967  DYNAMIC HT  -         173.120 (meters)     567.98  (feet)  COMP
 GC1967  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GC1967
 GC1967  VERT ORDER  -  FIRST     CLASS II
 GC1967
 GC1967.The horizontal coordinates were scaled from a topographic map and have
 GC1967.an estimated accuracy of +/- 6 seconds.
 GC1967
 GC1967.The orthometric height was determined by differential leveling
 GC1967.and adjusted by the National Geodetic Survey in June 1991..
 GC1967
 GC1967.The geoid height was determined by GEOID03.
 GC1967
 GC1967.The dynamic height is computed by dividing the NAVD 88
 GC1967.geopotential number by the normal gravity value computed on the
 GC1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1967.degrees latitude (g = 980.6199 gals.).
 GC1967
 GC1967.The modeled gravity was interpolated from observed gravity values.
 GC1967
 GC1967;                    North         East    Units  Estimated Accuracy
 GC1967;SPC TN       -   200,450.      529,870.      MT  (+/- 180 meters Scaled)
 GC1967
 GC1967                          SUPERSEDED SURVEY CONTROL
 GC1967
 GC1967.No superseded survey control is available for this station.
 GC1967
 GC1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE198992(NAD 83)
 GC1967_MARKER: DB = BENCH MARK DISK
 GC1967_SETTING: 66 = SET IN ROCK OUTCROP
 GC1967_SP_SET: ROCK OUTCROP
 GC1967_STAMPING: Y 302 1984
 GC1967_MARK LOGO: NGS   
 GC1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1967+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC1967
 GC1967  HISTORY     - Date     Condition        Report By
 GC1967  HISTORY     - 1984     MONUMENTED       NGS
 GC1967  HISTORY     - 20030122 GOOD             TNDT
 GC1967  HISTORY     - 20050720 GOOD             JCLS
 GC1967
 GC1967                          STATION DESCRIPTION
 GC1967
 GC1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1967'2.5 KM (1.55 MI) SOUTH FROM NASHVILLE.
 GC1967'2.5 KM (1.55 MI) SOUTH ALONG U.S. HIGHWAY 31 (EIGHTH AVENUE) FROM THE
 GC1967'JUNCTION OF BROADWAY AVENUE AT THE POST OFFICE IN NASHVILLE TO THE
 GC1967'MARK, SET IN TOP OF A 0.6 METER (2.0 FT) BY 0.91 METERS (3.0 FT) ROCK
 GC1967'OUTCROP IN RESERVOR PARK, 0.1 KM (0.05 MI) NORTH OF THE JUNCTION OF
 GC1967'ARGYLE AVENUE AND U.S. HIGHWAY 31, 33.59 METERS (110.2 FT) WEST OF THE
 GC1967'CENTERLINE OF THE U.S. HIGHWAY 31 SOUTHBOUND LANE, 27.61 METERS
 GC1967'(90.6 FT) WEST OF A METAL LIGHT POLE, 16.46 METERS (54.0 FT) NORTH OF
 GC1967'THE NORTH EDGE OF A EAST-WEST SIDEWALK LEADING TO THE MAIN BUILDING IN
 GC1967'THE PARK, 28.41 METERS (93.2 FT) NORTHWEST OF THE CENTER OF THE TOP OF
 GC1967'THE SOUTH ROCK PILLAR BY THE STEPS LEADING TO THE STEPS AND SIDEWALK
 GC1967'ON THE WEST SIDE OF THE HIGHWAY, AND 32.46 METERS (106.5 FT) NORTHEAST
 GC1967'OF A LIGHT POLE NUMBER 9652-222 BY THE SIDEWALK IN THE PARK.
 GC1967'THE MARK IS 2.44 M ABOVE HIGHWAY.
 GC1967
 GC1967                          STATION RECOVERY (2003)
 GC1967
 GC1967'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC1967'RECOVERED IN GOOD CONDITION.
 GC1967
 GC1967                          STATION RECOVERY (2005)
 GC1967
 GC1967'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 GC1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2034 ***********************************************************************
 GC2034  DESIGNATION -  Y 303
 GC2034  PID         -  GC2034
 GC2034  STATE/COUNTY-  TN/MONTGOMERY
 GC2034  USGS QUAD   -  GUTHRIE (1983)
 GC2034
 GC2034                         *CURRENT SURVEY CONTROL
 GC2034  ___________________________________________________________________
 GC2034* NAD 83(1986)-  36 38 27.     (N)    087 12 20.     (W)     SCALED    
 GC2034* NAVD 88     -       159.740  (meters)     524.08   (feet)  ADJUSTED  
 GC2034  ___________________________________________________________________
 GC2034  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC2034  DYNAMIC HT  -         159.612 (meters)     523.66  (feet)  COMP
 GC2034  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 GC2034
 GC2034  VERT ORDER  -  FIRST     CLASS II
 GC2034
 GC2034.The horizontal coordinates were scaled from a topographic map and have
 GC2034.an estimated accuracy of +/- 6 seconds.
 GC2034
 GC2034.The orthometric height was determined by differential leveling
 GC2034.and adjusted by the National Geodetic Survey in June 1991..
 GC2034
 GC2034.The geoid height was determined by GEOID03.
 GC2034
 GC2034.The dynamic height is computed by dividing the NAVD 88
 GC2034.geopotential number by the normal gravity value computed on the
 GC2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2034.degrees latitude (g = 980.6199 gals.).
 GC2034
 GC2034.The modeled gravity was interpolated from observed gravity values.
 GC2034
 GC2034;                    North         East    Units  Estimated Accuracy
 GC2034;SPC TN       -   256,690.      492,190.      MT  (+/- 180 meters Scaled)
 GC2034
 GC2034                          SUPERSEDED SURVEY CONTROL
 GC2034
 GC2034.No superseded survey control is available for this station.
 GC2034
 GC2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF816550(NAD 83)
 GC2034_MARKER: I = METAL ROD
 GC2034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2034_SP_SET: STAINLESS STEEL ROD
 GC2034_STAMPING: Y 303 1984
 GC2034_MARK LOGO: NGS   
 GC2034_PROJECTION: RECESSED 3 CENTIMETERS
 GC2034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2034_ROD/PIPE-DEPTH: 9.75 meters
 GC2034
 GC2034  HISTORY     - Date     Condition        Report By
 GC2034  HISTORY     - 1984     MONUMENTED       NGS
 GC2034
 GC2034                          STATION DESCRIPTION
 GC2034
 GC2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2034'13.5 KM (8.4 MI) NE FROM ST BETHLEHEM.
 GC2034'13.5 KM (8.4 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2034'IS ST. BETHLEHEM TO THE MARK ON THE LEFT, ALSO 2.7 KM (1.7 MI) WEST
 GC2034'ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN GUTHRIE TO THE JUNCTION
 GC2034'OF U.S. HIGHWAY 79, THENCE 1.0 KM (0.6 MI) SOUTHWEST ALONG U.S.
 GC2034'HIGHWAY 79 TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTHWEST ALONG
 GC2034'HIGHWAY 79 FROM THE TENNESSEE-KENTUCKY STATE LINE, 18.35 METERS
 GC2034'(60.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 58.25 METERS
 GC2034'(191.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE,
 GC2034'16.89 METERS (55.4 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 GC2034'DRIVEWAY TO THE STONE HOUSE, 6.37 METERS (20.9 FT) SOUTHWEST OF A
 GC2034'CONCRETE RIGHT OF WAY MARKER, 2.26 METERS (7.4 FT) NORTH-NORTHWEST OF
 GC2034'THE NORTHWEST BRACEPOST FOR THE TENNESSEE WELCOMING SIGN, AND
 GC2034'1.68 METERS (5.5 FT) NORTHEAST OF THE CORNER FENCE POST OF A WIRE
 GC2034'FENCE.
 GC2034'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GC2034'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1994 ***********************************************************************
 GC1994  DESIGNATION -  Y 304
 GC1994  PID         -  GC1994
 GC1994  STATE/COUNTY-  TN/CHEATHAM
 GC1994  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1994
 GC1994                         *CURRENT SURVEY CONTROL
 GC1994  ___________________________________________________________________
 GC1994* NAD 83(1986)-  36 21 14.     (N)    087 10 31.     (W)     SCALED    
 GC1994* NAVD 88     -       140.429  (meters)     460.72   (feet)  ADJUSTED  
 GC1994  ___________________________________________________________________
 GC1994  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1994  DYNAMIC HT  -         140.312 (meters)     460.34  (feet)  COMP
 GC1994  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC1994
 GC1994  VERT ORDER  -  FIRST     CLASS II
 GC1994
 GC1994.The horizontal coordinates were scaled from a topographic map and have
 GC1994.an estimated accuracy of +/- 6 seconds.
 GC1994
 GC1994.The orthometric height was determined by differential leveling
 GC1994.and adjusted by the National Geodetic Survey in June 1991..
 GC1994
 GC1994.The geoid height was determined by GEOID03.
 GC1994
 GC1994.The dynamic height is computed by dividing the NAVD 88
 GC1994.geopotential number by the normal gravity value computed on the
 GC1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1994.degrees latitude (g = 980.6199 gals.).
 GC1994
 GC1994.The modeled gravity was interpolated from observed gravity values.
 GC1994
 GC1994;                    North         East    Units  Estimated Accuracy
 GC1994;SPC TN       -   224,820.      494,510.      MT  (+/- 180 meters Scaled)
 GC1994
 GC1994                          SUPERSEDED SURVEY CONTROL
 GC1994
 GC1994.No superseded survey control is available for this station.
 GC1994
 GC1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF842232(NAD 83)
 GC1994_MARKER: DB = BENCH MARK DISK
 GC1994_SETTING: 66 = SET IN ROCK OUTCROP
 GC1994_SP_SET: ROCK OUTCROP
 GC1994_STAMPING: Y 304 1984
 GC1994_MARK LOGO: NGS   
 GC1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1994+STABILITY: POSITION/ELEVATION WELL
 GC1994
 GC1994  HISTORY     - Date     Condition        Report By
 GC1994  HISTORY     - 1984     MONUMENTED       NGS
 GC1994
 GC1994                          STATION DESCRIPTION
 GC1994
 GC1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1994'3.4 KM (2.1 MI) NW FROM CHEAP HILL.
 GC1994'3.4 KM (2.1 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1994'IN CHEAP HILL TO THE SOUTH END OF A ROCK CUT CLIFF AND THE MARK ON THE
 GC1994'LEFT, A DISK SET IN A SELF SUPPORTING ROCK LEDGE, 0.2 KM (0.15 MI)
 GC1994'SOUTH ALONG HIGHWAY 12 FROM THE BRIDGE OVER DRY FORK CREEK,
 GC1994'14.11 METERS (46.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GC1994'58.52 METERS (192.0 FT) NORTHWEST OF A BOX CULVERT UNDER THE HIGHWAY,
 GC1994'AND 0.21 METERS (0.7 FT) WEST OF THE EAST EDGE OF THE ROCK.
 GC1994'THE MARK IS 0.21 METERS  S FROM A WITNESS POST.
 GC1994'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2021 ***********************************************************************
 GC2021  DESIGNATION -  Y 305
 GC2021  PID         -  GC2021
 GC2021  STATE/COUNTY-  TN/MONTGOMERY
 GC2021  USGS QUAD   -  CLARKSVILLE (1984)
 GC2021
 GC2021                         *CURRENT SURVEY CONTROL
 GC2021  ___________________________________________________________________
 GC2021* NAD 83(1986)-  36 32 30.     (N)    087 21 37.     (W)     SCALED    
 GC2021* NAVD 88     -       132.026  (meters)     433.16   (feet)  ADJUSTED  
 GC2021  ___________________________________________________________________
 GC2021  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2021  DYNAMIC HT  -         131.916 (meters)     432.79  (feet)  COMP
 GC2021  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GC2021
 GC2021  VERT ORDER  -  FIRST     CLASS II
 GC2021
 GC2021.The horizontal coordinates were scaled from a topographic map and have
 GC2021.an estimated accuracy of +/- 6 seconds.
 GC2021
 GC2021.The orthometric height was determined by differential leveling
 GC2021.and adjusted by the National Geodetic Survey in June 1991..
 GC2021
 GC2021.The geoid height was determined by GEOID03.
 GC2021
 GC2021.The dynamic height is computed by dividing the NAVD 88
 GC2021.geopotential number by the normal gravity value computed on the
 GC2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2021.degrees latitude (g = 980.6199 gals.).
 GC2021
 GC2021.The modeled gravity was interpolated from observed gravity values.
 GC2021
 GC2021;                    North         East    Units  Estimated Accuracy
 GC2021;SPC TN       -   245,870.      478,200.      MT  (+/- 180 meters Scaled)
 GC2021
 GC2021                          SUPERSEDED SURVEY CONTROL
 GC2021
 GC2021.No superseded survey control is available for this station.
 GC2021
 GC2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF677440(NAD 83)
 GC2021_MARKER: DB = BENCH MARK DISK
 GC2021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC2021_SP_SET: ABUTMENT
 GC2021_STAMPING: Y 305 1984
 GC2021_MARK LOGO: NGS   
 GC2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2021
 GC2021  HISTORY     - Date     Condition        Report By
 GC2021  HISTORY     - 1984     MONUMENTED       NGS
 GC2021
 GC2021                          STATION DESCRIPTION
 GC2021
 GC2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2021'IN CLARKSVILLE.
 GC2021'IN CLARKSVILLE, SET IN THE SOUTHWEST ABUTMENT OF THE KROFT STREET
 GC2021'BRIDGE OVER THE RAILROAD TRACKS, (WHICH IS 0.5 KM (0.3 MI) EAST ALONG
 GC2021'KROFT STREET FROM THE JUNCTION OF SECOND STREET, WHICH IS 1.9 KM
 GC2021'(1.2 MI) NORTHWEST OF THE POST OFFICE), AND 5.49 METERS (18.0 FT)
 GC2021'SOUTH OF THE CENTERLINE OF KROFT STREET.
 GC2021'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0231 ***********************************************************************
 FD0231  DESIGNATION -  Y 32
 FD0231  PID         -  FD0231
 FD0231  STATE/COUNTY-  TN/BEDFORD
 FD0231  USGS QUAD   -  SHELBYVILLE (1981)
 FD0231
 FD0231                         *CURRENT SURVEY CONTROL
 FD0231  ___________________________________________________________________
 FD0231* NAD 83(1986)-  35 28 56.     (N)    086 27 49.     (W)     SCALED    
 FD0231* NAVD 88     -       222.840  (meters)     731.10   (feet)  ADJUSTED  
 FD0231  ___________________________________________________________________
 FD0231  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FD0231  DYNAMIC HT  -         222.638 (meters)     730.44  (feet)  COMP
 FD0231  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 FD0231
 FD0231  VERT ORDER  -  SECOND    CLASS 0
 FD0231
 FD0231.The horizontal coordinates were scaled from a topographic map and have
 FD0231.an estimated accuracy of +/- 6 seconds.
 FD0231
 FD0231.The orthometric height was determined by differential leveling
 FD0231.and adjusted by the National Geodetic Survey in June 1991..
 FD0231
 FD0231.The geoid height was determined by GEOID03.
 FD0231
 FD0231.The dynamic height is computed by dividing the NAVD 88
 FD0231.geopotential number by the normal gravity value computed on the
 FD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0231.degrees latitude (g = 980.6199 gals.).
 FD0231
 FD0231.The modeled gravity was interpolated from observed gravity values.
 FD0231
 FD0231;                    North         East    Units  Estimated Accuracy
 FD0231;SPC TN       -   127,570.      557,930.      MT  (+/- 180 meters Scaled)
 FD0231
 FD0231                          SUPERSEDED SURVEY CONTROL
 FD0231
 FD0231  NGVD 29 (??/??/92)  222.836  (m)          731.09   (f) ADJ UNCH    2 0
 FD0231
 FD0231.Superseded values are not recommended for survey control.
 FD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0231.See file dsdata.txt to determine how the superseded data were derived.
 FD0231
 FD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE486266(NAD 83)
 FD0231_MARKER: DB = BENCH MARK DISK
 FD0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0231_SP_SET: CURB
 FD0231_STAMPING: Y 32 1934
 FD0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0231
 FD0231  HISTORY     - Date     Condition        Report By
 FD0231  HISTORY     - 1934     MONUMENTED       CGS
 FD0231  HISTORY     - 1957     GOOD             NGS
 FD0231  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0231
 FD0231                          STATION DESCRIPTION
 FD0231
 FD0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FD0231'AT SHELBYVILLE.
 FD0231'AT THE EAST EDGE OF SHELBYVILLE, BEDFORD COUNTY, ON STATE HIGHWAY
 FD0231'64, AT THE BRIDGE OVER DUCK RIVER, AT THE EXTREME SOUTH END OF THE
 FD0231'WEST RAIL, AND IN THE TOP OF THE CONCRETE CURB.  A STANDARD DISK,
 FD0231'STAMPED Y 32 1934.
 FD0231
 FD0231                          STATION RECOVERY (2001)
 FD0231
 FD0231'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0231'BRIDGE HAS BEEN REPLACED.
 FD0231' 
 FD0231' 
 FD0231' 
 FD0231' 
 FD0231' 
 FD0231' 
 FD0231' 
 FD0231' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0281 ***********************************************************************
 FD0281  DESIGNATION -  Y 33
 FD0281  PID         -  FD0281
 FD0281  STATE/COUNTY-  TN/LINCOLN
 FD0281  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0281
 FD0281                         *CURRENT SURVEY CONTROL
 FD0281  ___________________________________________________________________
 FD0281* NAD 83(1986)-  35 09 12.     (N)    086 34 46.     (W)     SCALED    
 FD0281* NAVD 88     -       223.196  (meters)     732.27   (feet)  ADJUSTED  
 FD0281  ___________________________________________________________________
 FD0281  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0281  DYNAMIC HT  -         222.989 (meters)     731.59  (feet)  COMP
 FD0281  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FD0281
 FD0281  VERT ORDER  -  SECOND    CLASS 0
 FD0281
 FD0281.The horizontal coordinates were scaled from a topographic map and have
 FD0281.an estimated accuracy of +/- 6 seconds.
 FD0281
 FD0281.The orthometric height was determined by differential leveling
 FD0281.and adjusted by the National Geodetic Survey in June 1991..
 FD0281
 FD0281.The geoid height was determined by GEOID03.
 FD0281
 FD0281.The dynamic height is computed by dividing the NAVD 88
 FD0281.geopotential number by the normal gravity value computed on the
 FD0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0281.degrees latitude (g = 980.6199 gals.).
 FD0281
 FD0281.The modeled gravity was interpolated from observed gravity values.
 FD0281
 FD0281;                    North         East    Units  Estimated Accuracy
 FD0281;SPC TN       -    91,140.      547,200.      MT  (+/- 180 meters Scaled)
 FD0281
 FD0281                          SUPERSEDED SURVEY CONTROL
 FD0281
 FD0281  NGVD 29 (??/??/92)  223.177  (m)          732.21   (f) ADJ UNCH    2 0
 FD0281
 FD0281.Superseded values are not recommended for survey control.
 FD0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0281.See file dsdata.txt to determine how the superseded data were derived.
 FD0281
 FD0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED383901(NAD 83)
 FD0281_MARKER: DB = BENCH MARK DISK
 FD0281_SETTING: 0 = UNSPECIFIED SETTING
 FD0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0281
 FD0281  HISTORY     - Date     Condition        Report By
 FD0281  HISTORY     - UNK      MONUMENTED       CGS
 FD0281  HISTORY     - 1934     GOOD             NGS
 FD0281  HISTORY     - 1940     GOOD             NGS
 FD0281
 FD0281                          STATION DESCRIPTION
 FD0281
 FD0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0281'IN FAYETTEVILLE.
 FD0281'85 FT/ WEST OF ENTRANCE OF ROSE HILL CEMETERY ON WEST COLLEGE
 FD0281'STREET IN FAYETTEVILLE.  SELMER AND FAYETTEVILLE LINE.
 FD0281
 FD0281                          STATION RECOVERY (1940)
 FD0281
 FD0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 FD0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0282 ***********************************************************************
 FD0282  DESIGNATION -  Y 33 RESET
 FD0282  PID         -  FD0282
 FD0282  STATE/COUNTY-  TN/LINCOLN
 FD0282  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0282
 FD0282                         *CURRENT SURVEY CONTROL
 FD0282  ___________________________________________________________________
 FD0282* NAD 83(1986)-  35 09 12.     (N)    086 34 46.     (W)     SCALED    
 FD0282* NAVD 88     -       225.22   (+/-2cm)     738.9    (feet)  VERTCON   
 FD0282  ___________________________________________________________________
 FD0282  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0282
 FD0282  VERT ORDER  -  THIRD (See Below)
 FD0282
 FD0282.The horizontal coordinates were scaled from a topographic map and have
 FD0282.an estimated accuracy of +/- 6 seconds.
 FD0282
 FD0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0282.The vertical order pertains to the NGVD 29 superseded value.
 FD0282
 FD0282.The geoid height was determined by GEOID03.
 FD0282
 FD0282;                    North         East    Units  Estimated Accuracy
 FD0282;SPC TN       -    91,140.      547,200.      MT  (+/- 180 meters Scaled)
 FD0282
 FD0282                          SUPERSEDED SURVEY CONTROL
 FD0282
 FD0282  NGVD 29 (??/??/??)  225.20   (m)          738.8    (f) RESET       3  
 FD0282
 FD0282.Superseded values are not recommended for survey control.
 FD0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0282.See file dsdata.txt to determine how the superseded data were derived.
 FD0282
 FD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED383901(NAD 83)
 FD0282_MARKER: DB = BENCH MARK DISK
 FD0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0282_SP_SET: STEPS
 FD0282_STAMPING: Y 33 RESET 1939
 FD0282_MARK LOGO: TNHD  
 FD0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0282
 FD0282  HISTORY     - Date     Condition        Report By
 FD0282  HISTORY     - 1939     MONUMENTED       TNHD
 FD0282
 FD0282                          STATION DESCRIPTION
 FD0282
 FD0282'DESCRIBED BY TN HIGHWAY DEPT 1939
 FD0282'AT FAYETTEVILLE.
 FD0282'AT FAYETTEVILLE, LINCOLN COUNTY, ON THE NORTH SIDE OF WEST
 FD0282'COLLEGE STREET, AT ST. PAULS METHODIST CHURCH (COLORED), AND
 FD0282'IN THE TOP OF THE WEST CORNER OF THE PARAPET AROUND THE ENTRANCE
 FD0282'STEPS.  A STANDARD DISK, STAMPED Y 33 RESET 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1363 ***********************************************************************
 FC1363  DESIGNATION -  Y 34
 FC1363  PID         -  FC1363
 FC1363  STATE/COUNTY-  TN/COFFEE
 FC1363  USGS QUAD   -  ALTO (1947)
 FC1363
 FC1363                         *CURRENT SURVEY CONTROL
 FC1363  ___________________________________________________________________
 FC1363* NAD 83(1986)-  35 21 30.     (N)    085 56 16.     (W)     SCALED    
 FC1363* NAVD 88     -       315.601  (meters)    1035.43   (feet)  ADJUSTED  
 FC1363  ___________________________________________________________________
 FC1363  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1363  DYNAMIC HT  -         315.297 (meters)    1034.44  (feet)  COMP
 FC1363  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 FC1363
 FC1363  VERT ORDER  -  SECOND    CLASS 0
 FC1363
 FC1363.The horizontal coordinates were scaled from a topographic map and have
 FC1363.an estimated accuracy of +/- 6 seconds.
 FC1363
 FC1363.The orthometric height was determined by differential leveling
 FC1363.and adjusted by the National Geodetic Survey in June 1991..
 FC1363
 FC1363.The geoid height was determined by GEOID03.
 FC1363
 FC1363.The dynamic height is computed by dividing the NAVD 88
 FC1363.geopotential number by the normal gravity value computed on the
 FC1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1363.degrees latitude (g = 980.6199 gals.).
 FC1363
 FC1363.The modeled gravity was interpolated from observed gravity values.
 FC1363
 FC1363;                    North         East    Units  Estimated Accuracy
 FC1363;SPC TN       -   113,730.      605,660.      MT  (+/- 180 meters Scaled)
 FC1363
 FC1363                          SUPERSEDED SURVEY CONTROL
 FC1363
 FC1363  NGVD 29 (??/??/92)  315.591  (m)         1035.40   (f) ADJ UNCH    2 0
 FC1363
 FC1363.Superseded values are not recommended for survey control.
 FC1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1363.See file dsdata.txt to determine how the superseded data were derived.
 FC1363
 FC1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE965133(NAD 83)
 FC1363_MARKER: DB = BENCH MARK DISK
 FC1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1363_STAMPING: Y 34 1934
 FC1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1363+STABILITY: SURFACE MOTION
 FC1363
 FC1363  HISTORY     - Date     Condition        Report By
 FC1363  HISTORY     - 1934     MONUMENTED       CGS
 FC1363  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1363
 FC1363                          STATION DESCRIPTION
 FC1363
 FC1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1363'4.1 MI SE FROM HILLSBORO.
 FC1363'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM HILLSBORO, COFFEE
 FC1363'COUNTY, IN FRONT OF A LOG FARMHOUSE, AT AN OFFSET IN THE YARD
 FC1363'FENCE, SOUTHWEST OF THE RIGHT-OF-WAY LINE, 40 FEET SOUTHWEST OF THE
 FC1363'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF THE FENCE.
 FC1363'A STANDARD DISK, STAMPED Y 34 1934 AND SET IN THE TOP OF A
 FC1363'CONCRETE POST.
 FC1363
 FC1363                          STATION RECOVERY (1962)
 FC1363
 FC1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0310 ***********************************************************************
 FE0310  DESIGNATION -  Y 35
 FE0310  PID         -  FE0310
 FE0310  STATE/COUNTY-  TN/HARDIN
 FE0310  USGS QUAD   -  SAVANNAH (1991)
 FE0310
 FE0310                         *CURRENT SURVEY CONTROL
 FE0310  ___________________________________________________________________
 FE0310* NAD 83(1986)-  35 13 36.     (N)    088 12 37.     (W)     SCALED    
 FE0310* NAVD 88     -       123.451  (meters)     405.02   (feet)  ADJUSTED  
 FE0310  ___________________________________________________________________
 FE0310  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0310  DYNAMIC HT  -         123.339 (meters)     404.65  (feet)  COMP
 FE0310  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0310
 FE0310  VERT ORDER  -  SECOND    CLASS 0
 FE0310
 FE0310.The horizontal coordinates were scaled from a topographic map and have
 FE0310.an estimated accuracy of +/- 6 seconds.
 FE0310
 FE0310.The orthometric height was determined by differential leveling
 FE0310.and adjusted by the National Geodetic Survey in June 1991..
 FE0310
 FE0310.The geoid height was determined by GEOID03.
 FE0310
 FE0310.The dynamic height is computed by dividing the NAVD 88
 FE0310.geopotential number by the normal gravity value computed on the
 FE0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0310.degrees latitude (g = 980.6199 gals.).
 FE0310
 FE0310.The modeled gravity was interpolated from observed gravity values.
 FE0310
 FE0310;                    North         East    Units  Estimated Accuracy
 FE0310;SPC TN       -   101,390.      398,800.      MT  (+/- 180 meters Scaled)
 FE0310
 FE0310                          SUPERSEDED SURVEY CONTROL
 FE0310
 FE0310  NGVD 29 (??/??/??)  123.471  (m)          405.09   (f) ADJUSTED    2 0
 FE0310
 FE0310.Superseded values are not recommended for survey control.
 FE0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0310.See file dsdata.txt to determine how the superseded data were derived.
 FE0310
 FE0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD898988(NAD 83)
 FE0310_MARKER: DB = BENCH MARK DISK
 FE0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0310_SP_SET: CURB
 FE0310_STAMPING: Y 35 1934
 FE0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0310
 FE0310  HISTORY     - Date     Condition        Report By
 FE0310  HISTORY     - 1934     MONUMENTED       CGS
 FE0310  HISTORY     - 1949     GOOD             CGS
 FE0310  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0310
 FE0310                          STATION DESCRIPTION
 FE0310
 FE0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0310'1.5 MI E FROM SAVANNAH.
 FE0310'1.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM SAVANNAH, HARDIN COUNTY,
 FE0310'AT A SEVEN-SPAN CONCRETE BRIDGE OVER HORSE CREEK, IN THE TOP OF
 FE0310'THE CURBING, AND 4.5 FEET WEST OF THE EAST END OF THE CURBING.  A
 FE0310'STANDARD DISK, STAMPED Y 35 1934.  NOTE-- NEW BRIDGE HAS BEEN
 FE0310'BUILT ACROSS HORSE CREEK, OLD BRIDGE HAS BEEN DESTROYED.  HOWEVER,
 FE0310'THERE HAS BEEN A (USGS CAP SET ON THE SE END OF NEW BRIDGE) NOT
 FE0310'STAMPED, NO DATE.
 FE0310
 FE0310                          STATION RECOVERY (1972)
 FE0310
 FE0310'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1354 ***********************************************************************
 FC1354  DESIGNATION -  Y 37
 FC1354  PID         -  FC1354
 FC1354  STATE/COUNTY-  TN/GRUNDY
 FC1354  USGS QUAD   -  MONTEAGLE (1982)
 FC1354
 FC1354                         *CURRENT SURVEY CONTROL
 FC1354  ___________________________________________________________________
 FC1354* NAD 83(1986)-  35 14 28.     (N)    085 50 30.     (W)     SCALED    
 FC1354* NAVD 88     -       586.155  (meters)    1923.08   (feet)  ADJUSTED  
 FC1354  ___________________________________________________________________
 FC1354  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1354  DYNAMIC HT  -         585.556 (meters)    1921.11  (feet)  COMP
 FC1354  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 FC1354
 FC1354  VERT ORDER  -  SECOND    CLASS 0
 FC1354
 FC1354.The horizontal coordinates were scaled from a topographic map and have
 FC1354.an estimated accuracy of +/- 6 seconds.
 FC1354
 FC1354.The orthometric height was determined by differential leveling
 FC1354.and adjusted by the National Geodetic Survey in June 1991..
 FC1354
 FC1354.The geoid height was determined by GEOID03.
 FC1354
 FC1354.The dynamic height is computed by dividing the NAVD 88
 FC1354.geopotential number by the normal gravity value computed on the
 FC1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1354.degrees latitude (g = 980.6199 gals.).
 FC1354
 FC1354.The modeled gravity was interpolated from observed gravity values.
 FC1354
 FC1354;                    North         East    Units  Estimated Accuracy
 FC1354;SPC TN       -   100,730.      614,410.      MT  (+/- 180 meters Scaled)
 FC1354
 FC1354                          SUPERSEDED SURVEY CONTROL
 FC1354
 FC1354  NGVD 29 (??/??/92)  586.137  (m)         1923.02   (f) ADJ UNCH    2 0
 FC1354
 FC1354.Superseded values are not recommended for survey control.
 FC1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1354.See file dsdata.txt to determine how the superseded data were derived.
 FC1354
 FC1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE053003(NAD 83)
 FC1354_MARKER: DB = BENCH MARK DISK
 FC1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1354_STAMPING: Y 37 1934
 FC1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1354+STABILITY: SURFACE MOTION
 FC1354
 FC1354  HISTORY     - Date     Condition        Report By
 FC1354  HISTORY     - 1934     MONUMENTED       CGS
 FC1354  HISTORY     - 1949     GOOD             NGS
 FC1354  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1354
 FC1354                          STATION DESCRIPTION
 FC1354
 FC1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1354'AT MONTEAGLE.
 FC1354'AT THE WEST SIDE OF MONTEAGLE, GRUNDY COUNTY, AT THE INTERSECTION
 FC1354'OF U.S. HIGHWAY 64 AND STATE HIGHWAY 2, 75 FEET WEST OF A PURE
 FC1354'OIL CO. FILLING STATION, 70 FEET SOUTH OF THE NASHVILLE,
 FC1354'CHATTANOOGA AND ST. LOUIS RAILWAY CROSSING, ON STATE HIGHWAY
 FC1354'2, AND 40 FEET SOUTH OF U.S. HIGHWAY 64.  A STANDARD DISK, STAMPED
 FC1354'Y 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1354
 FC1354                          STATION RECOVERY (1972)
 FC1354
 FC1354'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1377 ***********************************************************************
 FC1377  DESIGNATION -  Y 38
 FC1377  PID         -  FC1377
 FC1377  STATE/COUNTY-  TN/MARION
 FC1377  USGS QUAD   -  WHITWELL (1982)
 FC1377
 FC1377                         *CURRENT SURVEY CONTROL
 FC1377  ___________________________________________________________________
 FC1377* NAD 83(1986)-  35 08 21.     (N)    085 34 04.     (W)     SCALED    
 FC1377* NAVD 88     -       209.005  (meters)     685.71   (feet)  ADJUSTED  
 FC1377  ___________________________________________________________________
 FC1377  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1377  DYNAMIC HT  -         208.805 (meters)     685.05  (feet)  COMP
 FC1377  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC1377
 FC1377  VERT ORDER  -  SECOND    CLASS 0
 FC1377
 FC1377.The horizontal coordinates were scaled from a topographic map and have
 FC1377.an estimated accuracy of +/- 6 seconds.
 FC1377
 FC1377.The orthometric height was determined by differential leveling
 FC1377.and adjusted by the National Geodetic Survey in June 1991..
 FC1377
 FC1377.The geoid height was determined by GEOID03.
 FC1377
 FC1377.The dynamic height is computed by dividing the NAVD 88
 FC1377.geopotential number by the normal gravity value computed on the
 FC1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1377.degrees latitude (g = 980.6199 gals.).
 FC1377
 FC1377.The modeled gravity was interpolated from observed gravity values.
 FC1377
 FC1377;                    North         East    Units  Estimated Accuracy
 FC1377;SPC TN       -    89,500.      639,390.      MT  (+/- 180 meters Scaled)
 FC1377
 FC1377                          SUPERSEDED SURVEY CONTROL
 FC1377
 FC1377  NGVD 29 (??/??/92)  209.027  (m)          685.78   (f) ADJ UNCH    2 0
 FC1377
 FC1377.Superseded values are not recommended for survey control.
 FC1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1377.See file dsdata.txt to determine how the superseded data were derived.
 FC1377
 FC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD304894(NAD 83)
 FC1377_MARKER: DB = BENCH MARK DISK
 FC1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1377_STAMPING: Y 38 1934
 FC1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1377+STABILITY: SURFACE MOTION
 FC1377
 FC1377  HISTORY     - Date     Condition        Report By
 FC1377  HISTORY     - 1934     MONUMENTED       CGS
 FC1377  HISTORY     - 1949     GOOD             NGS
 FC1377
 FC1377                          STATION DESCRIPTION
 FC1377
 FC1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1377'1.4 MI SW FROM VICTORIA.
 FC1377'1.4 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1377'RAILWAY FROM VICTORIA, MARION COUNTY, 2 POLES NORTH OF MILEPOST
 FC1377'18, 100 YARDS SOUTHEAST OF THE L.C. GARRISON FARM RESIDENCE, AND
 FC1377'10 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED Y 38 1934
 FC1377'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1132 ***********************************************************************
 FC1132  DESIGNATION -  Y 39
 FC1132  PID         -  FC1132
 FC1132  STATE/COUNTY-  TN/BLEDSOE
 FC1132  USGS QUAD   -  MOUNT AIRY (1991)
 FC1132
 FC1132                         *CURRENT SURVEY CONTROL
 FC1132  ___________________________________________________________________
 FC1132* NAD 83(1986)-  35 28 07.     (N)    085 19 18.     (W)     SCALED    
 FC1132* NAVD 88     -       230.561  (meters)     756.43   (feet)  ADJUSTED  
 FC1132  ___________________________________________________________________
 FC1132  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1132  DYNAMIC HT  -         230.341 (meters)     755.71  (feet)  COMP
 FC1132  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 FC1132
 FC1132  VERT ORDER  -  SECOND    CLASS 0
 FC1132
 FC1132.The horizontal coordinates were scaled from a topographic map and have
 FC1132.an estimated accuracy of +/- 6 seconds.
 FC1132
 FC1132.The orthometric height was determined by differential leveling
 FC1132.and adjusted by the National Geodetic Survey in June 1991..
 FC1132
 FC1132.The geoid height was determined by GEOID03.
 FC1132
 FC1132.The dynamic height is computed by dividing the NAVD 88
 FC1132.geopotential number by the normal gravity value computed on the
 FC1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1132.degrees latitude (g = 980.6199 gals.).
 FC1132
 FC1132.The modeled gravity was interpolated from observed gravity values.
 FC1132
 FC1132;                    North         East    Units  Estimated Accuracy
 FC1132;SPC TN       -   126,170.      661,570.      MT  (+/- 180 meters Scaled)
 FC1132
 FC1132                          SUPERSEDED SURVEY CONTROL
 FC1132
 FC1132  NGVD 29 (??/??/92)  230.604  (m)          756.57   (f) ADJ UNCH    2 0
 FC1132
 FC1132.Superseded values are not recommended for survey control.
 FC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1132.See file dsdata.txt to determine how the superseded data were derived.
 FC1132
 FC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE522263(NAD 83)
 FC1132_MARKER: DB = BENCH MARK DISK
 FC1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1132_STAMPING: Y 39 1934
 FC1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1132+STABILITY: SURFACE MOTION
 FC1132
 FC1132  HISTORY     - Date     Condition        Report By
 FC1132  HISTORY     - 1934     MONUMENTED       CGS
 FC1132  HISTORY     - 1972     GOOD             TVA
 FC1132
 FC1132                          STATION DESCRIPTION
 FC1132
 FC1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1132'8 MI NE FROM DUNLAP.
 FC1132'IN BLEDSOE COUNTY, 8 MILES NORTHEAST ALONG THE NASHVILLE,
 FC1132'CHATTANOOGA AND ST. LOUIS RAILWAY FROM DUNLAP, SEQUATCHIE COUNTY,
 FC1132'6 RAILS SOUTH OF A SWITCH, 6-1/2 POLES NORTH OF MILEPOST 45,
 FC1132'15 FEET EAST OF THE TRACK, AND 6 FEET OUTSIDE THE FENCE LINE.
 FC1132'A STANDARD DISK STAMPED Y 39 1934 AND SET IN THE TOP OF A
 FC1132'CONCRETE POST.
 FC1132
 FC1132                          STATION RECOVERY (1972)
 FC1132
 FC1132'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1391 ***********************************************************************
 GC1391  DESIGNATION -  Y 3=PTS 6 W
 GC1391  PID         -  GC1391
 GC1391  STATE/COUNTY-  TN/MONTGOMERY
 GC1391  USGS QUAD   -  EXCELL (1983)
 GC1391
 GC1391                         *CURRENT SURVEY CONTROL
 GC1391  ___________________________________________________________________
 GC1391* NAD 83(1986)-  36 26 07.     (N)    087 17 42.     (W)     SCALED    
 GC1391* NAVD 88     -       122.976  (meters)     403.46   (feet)  ADJUSTED  
 GC1391  ___________________________________________________________________
 GC1391  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1391  DYNAMIC HT  -         122.873 (meters)     403.13  (feet)  COMP
 GC1391  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GC1391
 GC1391  VERT ORDER  -  FIRST     CLASS II
 GC1391
 GC1391.The horizontal coordinates were scaled from a topographic map and have
 GC1391.an estimated accuracy of +/- 6 seconds.
 GC1391
 GC1391.The orthometric height was determined by differential leveling
 GC1391.and adjusted by the National Geodetic Survey in June 1991..
 GC1391
 GC1391.The geoid height was determined by GEOID03.
 GC1391
 GC1391.The dynamic height is computed by dividing the NAVD 88
 GC1391.geopotential number by the normal gravity value computed on the
 GC1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1391.degrees latitude (g = 980.6199 gals.).
 GC1391
 GC1391.The modeled gravity was interpolated from observed gravity values.
 GC1391
 GC1391;                    North         East    Units  Estimated Accuracy
 GC1391;SPC TN       -   233,980.      483,890.      MT  (+/- 180 meters Scaled)
 GC1391
 GC1391                          SUPERSEDED SURVEY CONTROL
 GC1391
 GC1391  NGVD 29 (??/??/92)  123.038  (m)          403.67   (f) ADJ UNCH    1 2
 GC1391
 GC1391.Superseded values are not recommended for survey control.
 GC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1391.See file dsdata.txt to determine how the superseded data were derived.
 GC1391
 GC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF735322(NAD 83)
 GC1391_MARKER: DB = BENCH MARK DISK
 GC1391_SETTING: 66 = SET IN ROCK OUTCROP
 GC1391_SP_SET: BEDROCK
 GC1391_STAMPING: Y 3 1921 PT STA NO 6 W 1925 TENN
 GC1391_MARK LOGO: CGS   
 GC1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1391+STABILITY: POSITION/ELEVATION WELL
 GC1391
 GC1391  HISTORY     - Date     Condition        Report By
 GC1391  HISTORY     - 1921     MONUMENTED       CGS
 GC1391  HISTORY     - 1949     GOOD             NGS
 GC1391  HISTORY     - 1984     GOOD             NGS
 GC1391
 GC1391                          STATION DESCRIPTION
 GC1391
 GC1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1391'8.8 MI SE FROM CLARKSVILLE.
 GC1391'8.8 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1391'STATION AT CLARKSVILLE, MONTGOMERY COUNTY, 1.4 MILES NORTHWEST
 GC1391'OF THE STATION SIGN AT HICKORY POINT, 0.1 MILE NORTHWEST OF
 GC1391'MILEPOST H 47, 64 FEET NORTH OF THE NORTH CORNER OF TRESTLE NO.
 GC1391'H 47-09 OVER A GRAVEL ROAD, 23 FEET NORTHEAST OF THE NORTHEAST
 GC1391'RAIL, IN THE TOP OF A FLAT NARROW ROCK ABOUT 4 FEET ABOVE THE
 GC1391'GROUND, AND 1-1/2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD
 GC1391'DISK, STAMPED Y 3 1921 PT STA NO 6 W 1925 TENN.
 GC1391
 GC1391                          STATION RECOVERY (1984)
 GC1391
 GC1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1391'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
 GC1391'THE MARK IS 1.22 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1848 ***********************************************************************
 GA1848  DESIGNATION -  Y 4
 GA1848  PID         -  GA1848
 GA1848  STATE/COUNTY-  TN/HAWKINS
 GA1848  USGS QUAD   -  BULLS GAP (1976)
 GA1848
 GA1848                         *CURRENT SURVEY CONTROL
 GA1848  ___________________________________________________________________
 GA1848* NAD 83(1986)-  36 15 17.     (N)    083 05 03.     (W)     SCALED    
 GA1848* NAVD 88     -       351.204  (meters)    1152.24   (feet)  ADJUSTED  
 GA1848  ___________________________________________________________________
 GA1848  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1848  DYNAMIC HT  -         350.882 (meters)    1151.19  (feet)  COMP
 GA1848  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1848
 GA1848  VERT ORDER  -  FIRST     CLASS I
 GA1848
 GA1848.The horizontal coordinates were scaled from a topographic map and have
 GA1848.an estimated accuracy of +/- 6 seconds.
 GA1848
 GA1848.The orthometric height was determined by differential leveling
 GA1848.and adjusted by the National Geodetic Survey in June 1991..
 GA1848
 GA1848.The geoid height was determined by GEOID03.
 GA1848
 GA1848.The dynamic height is computed by dividing the NAVD 88
 GA1848.geopotential number by the normal gravity value computed on the
 GA1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1848.degrees latitude (g = 980.6199 gals.).
 GA1848
 GA1848.The modeled gravity was interpolated from observed gravity values.
 GA1848
 GA1848;                    North         East    Units  Estimated Accuracy
 GA1848;SPC TN       -   217,080.      862,010.      MT  (+/- 180 meters Scaled)
 GA1848
 GA1848                          SUPERSEDED SURVEY CONTROL
 GA1848
 GA1848  NGVD 29 (??/??/92)  351.357  (m)         1152.74   (f) ADJ UNCH    1 1
 GA1848
 GA1848.Superseded values are not recommended for survey control.
 GA1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1848.See file dsdata.txt to determine how the superseded data were derived.
 GA1848
 GA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA127142(NAD 83)
 GA1848_MARKER: DB = BENCH MARK DISK
 GA1848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1848_SP_SET: OVERPASS
 GA1848_STAMPING: Y 4 1931 1153.092
 GA1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1848
 GA1848  HISTORY     - Date     Condition        Report By
 GA1848  HISTORY     - 1931     MONUMENTED       CGS
 GA1848  HISTORY     - 1967     GOOD             NGS
 GA1848
 GA1848                          STATION DESCRIPTION
 GA1848
 GA1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1848'0.2 MI NE FROM BULLS GAP.
 GA1848'ABOUT 0.15 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1848'RAILROAD FROM THE STATION AT BULLS GAP, 174 FEET NORTHEAST OF
 GA1848'MILEPOST 87, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GA1848'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR THE ANDREW JOHNSON
 GA1848'HIGHWAY, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST
 GA1848'IRON GUARD RAIL ON THE OVERPASS, 6 1/2 FEET SOUTHEAST OF THE
 GA1848'SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL
 GA1848'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1379 ***********************************************************************
 FC1379  DESIGNATION -  Y 40
 FC1379  PID         -  FC1379
 FC1379  STATE/COUNTY-  TN/MARION
 FC1379  USGS QUAD   -  WHITWELL (1982)
 FC1379
 FC1379                         *CURRENT SURVEY CONTROL
 FC1379  ___________________________________________________________________
 FC1379* NAD 83(1986)-  35 11 01.     (N)    085 31 41.     (W)     SCALED    
 FC1379* NAVD 88     -       198.388  (meters)     650.88   (feet)  ADJUSTED  
 FC1379  ___________________________________________________________________
 FC1379  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1379  DYNAMIC HT  -         198.198 (meters)     650.25  (feet)  COMP
 FC1379  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC1379
 FC1379  VERT ORDER  -  SECOND    CLASS 0
 FC1379
 FC1379.The horizontal coordinates were scaled from a topographic map and have
 FC1379.an estimated accuracy of +/- 6 seconds.
 FC1379
 FC1379.The orthometric height was determined by differential leveling
 FC1379.and adjusted by the National Geodetic Survey in June 1991..
 FC1379
 FC1379.The geoid height was determined by GEOID03.
 FC1379
 FC1379.The dynamic height is computed by dividing the NAVD 88
 FC1379.geopotential number by the normal gravity value computed on the
 FC1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1379.degrees latitude (g = 980.6199 gals.).
 FC1379
 FC1379.The modeled gravity was interpolated from observed gravity values.
 FC1379
 FC1379;                    North         East    Units  Estimated Accuracy
 FC1379;SPC TN       -    94,440.      642,990.      MT  (+/- 180 meters Scaled)
 FC1379
 FC1379                          SUPERSEDED SURVEY CONTROL
 FC1379
 FC1379  NGVD 29 (??/??/92)  198.417  (m)          650.97   (f) ADJ UNCH    2 0
 FC1379
 FC1379.Superseded values are not recommended for survey control.
 FC1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1379.See file dsdata.txt to determine how the superseded data were derived.
 FC1379
 FC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD340943(NAD 83)
 FC1379_MARKER: DB = BENCH MARK DISK
 FC1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1379_STAMPING: Y 40 1934
 FC1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1379+STABILITY: SURFACE MOTION
 FC1379
 FC1379  HISTORY     - Date     Condition        Report By
 FC1379  HISTORY     - 1934     MONUMENTED       CGS
 FC1379  HISTORY     - 1949     GOOD             NGS
 FC1379
 FC1379                          STATION DESCRIPTION
 FC1379
 FC1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1379'1 MI S FROM WHITWELL.
 FC1379'1 MILE SOUTH OF WHITWELL, MARION COUNTY, 25 FEET WEST OF THE
 FC1379'NASHVILLE CHATTANOOGA AND ST. LOUIS RAILWAY TRACK, TWENTY-FIVE
 FC1379'FEET SOUTH OF CENTERLINE OF STATE ROAD 27, AT GRADE CROSSING AND
 FC1379'MILEPOST 22, 3 FEET EAST OF FENCE LINE.  A STANDARD DISK, SET
 FC1379'IN A CONCRETE POST STAMPED Y 40-1934 AND SET IN THE TOP OF A CONCRETE
 FC1379'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1732 ***********************************************************************
 FB1732  DESIGNATION -  Y 41
 FB1732  PID         -  FB1732
 FB1732  STATE/COUNTY-  TN/SEVIER
 FB1732  USGS QUAD   -  BOYDS CREEK (1986)
 FB1732
 FB1732                         *CURRENT SURVEY CONTROL
 FB1732  ___________________________________________________________________
 FB1732* NAD 83(1986)-  35 53 54.     (N)    083 42 02.     (W)     SCALED    
 FB1732* NAVD 88     -       283.124  (meters)     928.88   (feet)  ADJUSTED  
 FB1732  ___________________________________________________________________
 FB1732  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1732  DYNAMIC HT  -         282.860 (meters)     928.02  (feet)  COMP
 FB1732  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FB1732
 FB1732  VERT ORDER  -  SECOND    CLASS 0
 FB1732
 FB1732.The horizontal coordinates were scaled from a topographic map and have
 FB1732.an estimated accuracy of +/- 6 seconds.
 FB1732
 FB1732.The orthometric height was determined by differential leveling
 FB1732.and adjusted by the National Geodetic Survey in June 1991..
 FB1732
 FB1732.The geoid height was determined by GEOID03.
 FB1732
 FB1732.The dynamic height is computed by dividing the NAVD 88
 FB1732.geopotential number by the normal gravity value computed on the
 FB1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1732.degrees latitude (g = 980.6199 gals.).
 FB1732
 FB1732.The modeled gravity was interpolated from observed gravity values.
 FB1732
 FB1732;                    North         East    Units  Estimated Accuracy
 FB1732;SPC TN       -   176,070.      807,560.      MT  (+/- 180 meters Scaled)
 FB1732
 FB1732                          SUPERSEDED SURVEY CONTROL
 FB1732
 FB1732  NGVD 29 (??/??/92)  283.259  (m)          929.33   (f) ADJ UNCH    2 0
 FB1732
 FB1732.Superseded values are not recommended for survey control.
 FB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1732.See file dsdata.txt to determine how the superseded data were derived.
 FB1732
 FB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV562760(NAD 83)
 FB1732_MARKER: DB = BENCH MARK DISK
 FB1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1732_STAMPING: Y 41 1934
 FB1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1732+STABILITY: SURFACE MOTION
 FB1732
 FB1732  HISTORY     - Date     Condition        Report By
 FB1732  HISTORY     - 1934     MONUMENTED       CGS
 FB1732  HISTORY     - 1949     GOOD             NGS
 FB1732  HISTORY     - 1972     GOOD             TVA
 FB1732
 FB1732                          STATION DESCRIPTION
 FB1732
 FB1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1732'11 MI W FROM SEVIERVILLE.
 FB1732'11.0 MILES NORTHWEST ALONG THE SMOKY MOUNTAIN RAILROAD FROM THE
 FB1732'COUNTY COURTHOUSE AT SEVIERVILLE, SEVIER COUNTY, AT OAK CITY,
 FB1732'ABOUT 1-1/2 RAILS EAST OF A PRIVATE ROAD CROSSING, ABOUT 4-3/4
 FB1732'RAILS WEST OF A SWITCH STAND, 12 FEET NORTH OF THE RAIL AND 55
 FB1732'FEET NORTHEAST OF CENTERLINE OF GRADE CROSSING.  A STANDARD DISK
 FB1732'STAMPED Y 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FB1732
 FB1732                          STATION RECOVERY (1972)
 FB1732
 FB1732'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1037 ***********************************************************************
 FC1037  DESIGNATION -  Y 43
 FC1037  PID         -  FC1037
 FC1037  STATE/COUNTY-  TN/BLEDSOE
 FC1037  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC1037
 FC1037                         *CURRENT SURVEY CONTROL
 FC1037  ___________________________________________________________________
 FC1037* NAD 83(1986)-  35 37 59.     (N)    085 11 42.     (W)     SCALED    
 FC1037* NAVD 88     -       310.348  (meters)    1018.20   (feet)  ADJUSTED  
 FC1037  ___________________________________________________________________
 FC1037  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1037  DYNAMIC HT  -         310.056 (meters)    1017.24  (feet)  COMP
 FC1037  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FC1037
 FC1037  VERT ORDER  -  SECOND    CLASS 0
 FC1037
 FC1037.The horizontal coordinates were scaled from a topographic map and have
 FC1037.an estimated accuracy of +/- 6 seconds.
 FC1037
 FC1037.The orthometric height was determined by differential leveling
 FC1037.and adjusted by the National Geodetic Survey in June 1991..
 FC1037
 FC1037.The geoid height was determined by GEOID03.
 FC1037
 FC1037.The dynamic height is computed by dividing the NAVD 88
 FC1037.geopotential number by the normal gravity value computed on the
 FC1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1037.degrees latitude (g = 980.6199 gals.).
 FC1037
 FC1037.The modeled gravity was interpolated from observed gravity values.
 FC1037
 FC1037;                    North         East    Units  Estimated Accuracy
 FC1037;SPC TN       -   144,500.      672,910.      MT  (+/- 180 meters Scaled)
 FC1037
 FC1037                          SUPERSEDED SURVEY CONTROL
 FC1037
 FC1037  NGVD 29 (??/??/92)  310.398  (m)         1018.36   (f) ADJ UNCH    2 0
 FC1037
 FC1037.Superseded values are not recommended for survey control.
 FC1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1037.See file dsdata.txt to determine how the superseded data were derived.
 FC1037
 FC1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE634447(NAD 83)
 FC1037_MARKER: DB = BENCH MARK DISK
 FC1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1037_STAMPING: Y 43 1934
 FC1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1037+STABILITY: SURFACE MOTION
 FC1037
 FC1037  HISTORY     - Date     Condition        Report By
 FC1037  HISTORY     - 1934     MONUMENTED       CGS
 FC1037  HISTORY     - 1952     GOOD             NGS
 FC1037
 FC1037                          STATION DESCRIPTION
 FC1037
 FC1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1037'2.4 MI NW FROM PIKEVILLE.
 FC1037'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1037'COUNTY, 50 FEET SOUTH OF A SMALL MOUNTAIN CREEK, ON A SLOPING
 FC1037'BANK, OPPOSITE A CURVE, 25 FEET WEST OF THE CENTERLINE OF THE
 FC1037'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FC1037'DISK, STAMPED Y 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1037'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 FC1037'SEPTEMBER 1952.  IT IS BELIEVED TO HAVE BEEN DESTROYED DURING
 FC1037'ROAD IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1674 ***********************************************************************
 GB1674  DESIGNATION -  Y 44
 GB1674  PID         -  GB1674
 GB1674  STATE/COUNTY-  TN/CUMBERLAND
 GB1674  USGS QUAD   -  ISOLINE (1974)
 GB1674
 GB1674                         *CURRENT SURVEY CONTROL
 GB1674  ___________________________________________________________________
 GB1674* NAD 83(1986)-  36 04 57.     (N)    085 03 52.     (W)     SCALED    
 GB1674* NAVD 88     -       565.449  (meters)    1855.14   (feet)  ADJUSTED  
 GB1674  ___________________________________________________________________
 GB1674  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GB1674  DYNAMIC HT  -         564.928 (meters)    1853.43  (feet)  COMP
 GB1674  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 GB1674
 GB1674  VERT ORDER  -  SECOND    CLASS 0
 GB1674
 GB1674.The horizontal coordinates were scaled from a topographic map and have
 GB1674.an estimated accuracy of +/- 6 seconds.
 GB1674
 GB1674.The orthometric height was determined by differential leveling
 GB1674.and adjusted by the National Geodetic Survey in June 1991..
 GB1674
 GB1674.The geoid height was determined by GEOID03.
 GB1674
 GB1674.The dynamic height is computed by dividing the NAVD 88
 GB1674.geopotential number by the normal gravity value computed on the
 GB1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1674.degrees latitude (g = 980.6199 gals.).
 GB1674
 GB1674.The modeled gravity was interpolated from observed gravity values.
 GB1674
 GB1674;                    North         East    Units  Estimated Accuracy
 GB1674;SPC TN       -   194,470.      684,260.      MT  (+/- 180 meters Scaled)
 GB1674
 GB1674                          SUPERSEDED SURVEY CONTROL
 GB1674
 GB1674  NGVD 29 (??/??/92)  565.509  (m)         1855.34   (f) ADJ UNCH    2 0
 GB1674
 GB1674.Superseded values are not recommended for survey control.
 GB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1674.See file dsdata.txt to determine how the superseded data were derived.
 GB1674
 GB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE742948(NAD 83)
 GB1674_MARKER: DB = BENCH MARK DISK
 GB1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1674_STAMPING: Y 44 1934
 GB1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1674+STABILITY: SURFACE MOTION
 GB1674
 GB1674  HISTORY     - Date     Condition        Report By
 GB1674  HISTORY     - 1934     MONUMENTED       CGS
 GB1674
 GB1674                          STATION DESCRIPTION
 GB1674
 GB1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1674'9.9 MI N FROM CROSSVILLE.
 GB1674'9.9 MILES NORTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 GB1674'COUNTY, IN FRONT OF THE VIRGIL CONLEY HOUSE, AT THE TIMBERLINE,
 GB1674'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GB1674'DISK, STAMPED Y 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2290 ***********************************************************************
 GA2290  DESIGNATION -  Y 45
 GA2290  PID         -  GA2290
 GA2290  STATE/COUNTY-  TN/GRAINGER
 GA2290  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2290
 GA2290                         *CURRENT SURVEY CONTROL
 GA2290  ___________________________________________________________________
 GA2290* NAD 83(1986)-  36 21 13.     (N)    083 33 02.     (W)     SCALED    
 GA2290* NAVD 88     -       320.128  (meters)    1050.29   (feet)  ADJUSTED  
 GA2290  ___________________________________________________________________
 GA2290  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2290  DYNAMIC HT  -         319.835 (meters)    1049.33  (feet)  COMP
 GA2290  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 GA2290
 GA2290  VERT ORDER  -  SECOND    CLASS 0
 GA2290
 GA2290.The horizontal coordinates were scaled from a topographic map and have
 GA2290.an estimated accuracy of +/- 6 seconds.
 GA2290
 GA2290.The orthometric height was determined by differential leveling
 GA2290.and adjusted by the National Geodetic Survey in June 1991..
 GA2290
 GA2290.The geoid height was determined by GEOID03.
 GA2290
 GA2290.The dynamic height is computed by dividing the NAVD 88
 GA2290.geopotential number by the normal gravity value computed on the
 GA2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2290.degrees latitude (g = 980.6199 gals.).
 GA2290
 GA2290.The modeled gravity was interpolated from observed gravity values.
 GA2290
 GA2290;                    North         East    Units  Estimated Accuracy
 GA2290;SPC TN       -   226,900.      819,840.      MT  (+/- 180 meters Scaled)
 GA2290
 GA2290                          SUPERSEDED SURVEY CONTROL
 GA2290
 GA2290  NGVD 29 (??/??/92)  320.201  (m)         1050.53   (f) ADJ UNCH    2 0
 GA2290
 GA2290.Superseded values are not recommended for survey control.
 GA2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2290.See file dsdata.txt to determine how the superseded data were derived.
 GA2290
 GA2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA711261(NAD 83)
 GA2290_MARKER: DB = BENCH MARK DISK
 GA2290_SETTING: 66 = SET IN ROCK OUTCROP
 GA2290_SP_SET: ROCK LEDGE
 GA2290_STAMPING: Y 45 1934
 GA2290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2290+STABILITY: POSITION/ELEVATION WELL
 GA2290
 GA2290  HISTORY     - Date     Condition        Report By
 GA2290  HISTORY     - 1934     MONUMENTED       CGS
 GA2290  HISTORY     - 1950     GOOD             NGS
 GA2290
 GA2290                          STATION DESCRIPTION
 GA2290
 GA2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2290'0.3 MI NE FROM DUTCH.
 GA2290'0.3 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM DUTCH,
 GA2290'GRAINGER COUNTY, 600 FEET SOUTHWEST OF MILEPOST 40, NEAR THE
 GA2290'NORTHEAST END OF A CUT, 61.3 FEET SOUTHWEST OF A WHISTLE POST,
 GA2290'47.4 FEET NORTHWEST OF A NAIL AND BOTTLE CAP IN A 12-INCH
 GA2290'HICKORY TREE, 8.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 GA2290'IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED Y 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1792 ***********************************************************************
 FB1792  DESIGNATION -  Y 47
 FB1792  PID         -  FB1792
 FB1792  STATE/COUNTY-  TN/SEVIER
 FB1792  USGS QUAD   -  PIGEON FORGE (1970)
 FB1792
 FB1792                         *CURRENT SURVEY CONTROL
 FB1792  ___________________________________________________________________
 FB1792* NAD 83(1986)-  35 45 22.     (N)    083 31 20.     (W)     SCALED    
 FB1792* NAVD 88     -       363.003  (meters)    1190.95   (feet)  ADJUSTED  
 FB1792  ___________________________________________________________________
 FB1792  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FB1792  DYNAMIC HT  -         362.654 (meters)    1189.81  (feet)  COMP
 FB1792  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 FB1792
 FB1792  VERT ORDER  -  SECOND    CLASS 0
 FB1792
 FB1792.The horizontal coordinates were scaled from a topographic map and have
 FB1792.an estimated accuracy of +/- 6 seconds.
 FB1792
 FB1792.The orthometric height was determined by differential leveling
 FB1792.and adjusted by the National Geodetic Survey in June 1991..
 FB1792
 FB1792.The geoid height was determined by GEOID03.
 FB1792
 FB1792.The dynamic height is computed by dividing the NAVD 88
 FB1792.geopotential number by the normal gravity value computed on the
 FB1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1792.degrees latitude (g = 980.6199 gals.).
 FB1792
 FB1792.The modeled gravity was interpolated from observed gravity values.
 FB1792
 FB1792;                    North         East    Units  Estimated Accuracy
 FB1792;SPC TN       -   160,690.      824,060.      MT  (+/- 180 meters Scaled)
 FB1792
 FB1792                          SUPERSEDED SURVEY CONTROL
 FB1792
 FB1792  NGVD 29 (??/??/92)  363.116  (m)         1191.32   (f) ADJ UNCH    2 0
 FB1792
 FB1792.Superseded values are not recommended for survey control.
 FB1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1792.See file dsdata.txt to determine how the superseded data were derived.
 FB1792
 FB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV719598(NAD 83)
 FB1792_MARKER: DB = BENCH MARK DISK
 FB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1792_STAMPING: Y 47 1934
 FB1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1792+STABILITY: SURFACE MOTION
 FB1792
 FB1792  HISTORY     - Date     Condition        Report By
 FB1792  HISTORY     - 1934     MONUMENTED       CGS
 FB1792  HISTORY     - 1949     GOOD             NGS
 FB1792  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1792
 FB1792                          STATION DESCRIPTION
 FB1792
 FB1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1792'3.8 MI NW FROM GATLINBURG.
 FB1792'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM GATLINBURG, ON
 FB1792'THE TOP OF A HILL, AT A CURVE, 34 FEET EAST OF THE CENTERLINE
 FB1792'OF THE HIGHWAY, 2 FEET EAST OF POWER-TRANSMISSION POLE 311.
 FB1792'A STANDARD DISK, STAMPED Y 47 1934 AND SET IN THE TOP OF A
 FB1792'CONCRETE POST.  NOTE-- WITNESS POST SET 1.0 FOOT EAST OF MONUMENT.
 FB1792
 FB1792                          STATION RECOVERY (1972)
 FB1792
 FB1792'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0982 ***********************************************************************
 GB0982  DESIGNATION -  Y 48
 GB0982  PID         -  GB0982
 GB0982  STATE/COUNTY-  TN/MORGAN
 GB0982  USGS QUAD   -  RUGBY (1984)
 GB0982
 GB0982                         *CURRENT SURVEY CONTROL
 GB0982  ___________________________________________________________________
 GB0982* NAD 83(1986)-  36 19 30.     (N)    084 42 41.     (W)     SCALED    
 GB0982* NAVD 88     -       435.181  (meters)    1427.76   (feet)  ADJUSTED  
 GB0982  ___________________________________________________________________
 GB0982  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB0982  DYNAMIC HT  -         434.806 (meters)    1426.53  (feet)  COMP
 GB0982  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 GB0982
 GB0982  VERT ORDER  -  SECOND    CLASS 0
 GB0982
 GB0982.The horizontal coordinates were scaled from a topographic map and have
 GB0982.an estimated accuracy of +/- 6 seconds.
 GB0982
 GB0982.The orthometric height was determined by differential leveling
 GB0982.and adjusted by the National Geodetic Survey in June 1991..
 GB0982
 GB0982.The geoid height was determined by GEOID03.
 GB0982
 GB0982.The dynamic height is computed by dividing the NAVD 88
 GB0982.geopotential number by the normal gravity value computed on the
 GB0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0982.degrees latitude (g = 980.6199 gals.).
 GB0982
 GB0982.The modeled gravity was interpolated from observed gravity values.
 GB0982
 GB0982;                    North         East    Units  Estimated Accuracy
 GB0982;SPC TN       -   221,740.      715,700.      MT  (+/- 180 meters Scaled)
 GB0982
 GB0982                          SUPERSEDED SURVEY CONTROL
 GB0982
 GB0982  NGVD 29 (??/??/92)  435.297  (m)         1428.14   (f) ADJ UNCH    2 0
 GB0982
 GB0982.Superseded values are not recommended for survey control.
 GB0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0982.See file dsdata.txt to determine how the superseded data were derived.
 GB0982
 GB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF054224(NAD 83)
 GB0982_MARKER: DB = BENCH MARK DISK
 GB0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0982_STAMPING: Y 48 1934
 GB0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0982+STABILITY: SURFACE MOTION
 GB0982
 GB0982  HISTORY     - Date     Condition        Report By
 GB0982  HISTORY     - 1934     MONUMENTED       CGS
 GB0982
 GB0982                          STATION DESCRIPTION
 GB0982
 GB0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0982'9.3 MI NW FROM SUNBRIGHT.
 GB0982'9.3 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0982'SUNBRIGHT, MORGAN COUNTY, IN A VALLEY, 65 FEET NORTHWEST OF A
 GB0982'FARMHOUSE, 30 FEET NORTH OF THE HIGHWAY, AND 1 FOOT SOUTH OF
 GB0982'A FENCE.  A STANDARD DISK, STAMPED Y 48 1934 AND SET IN THE
 GB0982'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0561 ***********************************************************************
 GB0561  DESIGNATION -  Y 49
 GB0561  PID         -  GB0561
 GB0561  STATE/COUNTY-  TN/CAMPBELL
 GB0561  USGS QUAD   -  BLOCK (1979)
 GB0561
 GB0561                         *CURRENT SURVEY CONTROL
 GB0561  ___________________________________________________________________
 GB0561* NAD 83(1986)-  36 22 12.     (N)    084 16 29.     (W)     SCALED    
 GB0561* NAVD 88     -       420.620  (meters)    1379.98   (feet)  ADJUSTED  
 GB0561  ___________________________________________________________________
 GB0561  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0561  DYNAMIC HT  -         420.242 (meters)    1378.74  (feet)  COMP
 GB0561  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GB0561
 GB0561  VERT ORDER  -  SECOND    CLASS 0
 GB0561
 GB0561.The horizontal coordinates were scaled from a topographic map and have
 GB0561.an estimated accuracy of +/- 6 seconds.
 GB0561
 GB0561.The orthometric height was determined by differential leveling
 GB0561.and adjusted by the National Geodetic Survey in June 1991..
 GB0561
 GB0561.The geoid height was determined by GEOID03.
 GB0561
 GB0561.The dynamic height is computed by dividing the NAVD 88
 GB0561.geopotential number by the normal gravity value computed on the
 GB0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0561.degrees latitude (g = 980.6199 gals.).
 GB0561
 GB0561.The modeled gravity was interpolated from observed gravity values.
 GB0561
 GB0561;                    North         East    Units  Estimated Accuracy
 GB0561;SPC TN       -   227,340.      754,820.      MT  (+/- 180 meters Scaled)
 GB0561
 GB0561                          SUPERSEDED SURVEY CONTROL
 GB0561
 GB0561  NGVD 29 (??/??/92)  420.717  (m)         1380.30   (f) ADJ UNCH    2 0
 GB0561
 GB0561.Superseded values are not recommended for survey control.
 GB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0561.See file dsdata.txt to determine how the superseded data were derived.
 GB0561
 GB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF444284(NAD 83)
 GB0561_MARKER: DB = BENCH MARK DISK
 GB0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0561_STAMPING: Y 49 1934
 GB0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0561+STABILITY: SURFACE MOTION
 GB0561
 GB0561  HISTORY     - Date     Condition        Report By
 GB0561  HISTORY     - 1934     MONUMENTED       CGS
 GB0561
 GB0561                          STATION DESCRIPTION
 GB0561
 GB0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0561'AT TURLEY.
 GB0561'AT TURLEY, CAMPBELL COUNTY, ON THE SOUTHERN RAILWAY, 135 FEET
 GB0561'WEST OF THE POST OFFICE, 90 FEET SOUTHWEST OF A WATER TANK, AND
 GB0561'18 FEET SOUTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GB0561'Y 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0597 ***********************************************************************
 GB0597  DESIGNATION -  Y 50
 GB0597  PID         -  GB0597
 GB0597  STATE/COUNTY-  TN/CAMPBELL
 GB0597  USGS QUAD   -  IVYDELL (1973)
 GB0597
 GB0597                         *CURRENT SURVEY CONTROL
 GB0597  ___________________________________________________________________
 GB0597* NAD 83(1986)-  36 23 04.     (N)    084 07 32.     (W)     SCALED    
 GB0597* NAVD 88     -       347.673  (meters)    1140.66   (feet)  ADJUSTED  
 GB0597  ___________________________________________________________________
 GB0597  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0597  DYNAMIC HT  -         347.362 (meters)    1139.64  (feet)  COMP
 GB0597  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 GB0597
 GB0597  VERT ORDER  -  SECOND    CLASS 0
 GB0597
 GB0597.The horizontal coordinates were scaled from a topographic map and have
 GB0597.an estimated accuracy of +/- 6 seconds.
 GB0597
 GB0597.The orthometric height was determined by differential leveling
 GB0597.and adjusted by the National Geodetic Survey in June 1991..
 GB0597
 GB0597.The geoid height was determined by GEOID03.
 GB0597
 GB0597.The dynamic height is computed by dividing the NAVD 88
 GB0597.geopotential number by the normal gravity value computed on the
 GB0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0597.degrees latitude (g = 980.6199 gals.).
 GB0597
 GB0597.The modeled gravity was interpolated from observed gravity values.
 GB0597
 GB0597;                    North         East    Units  Estimated Accuracy
 GB0597;SPC TN       -   229,180.      768,170.      MT  (+/- 180 meters Scaled)
 GB0597
 GB0597                          SUPERSEDED SURVEY CONTROL
 GB0597
 GB0597  NGVD 29 (??/??/92)  347.793  (m)         1141.05   (f) ADJ UNCH    2 0
 GB0597
 GB0597.Superseded values are not recommended for survey control.
 GB0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0597.See file dsdata.txt to determine how the superseded data were derived.
 GB0597
 GB0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF578304(NAD 83)
 GB0597_MARKER: DB = BENCH MARK DISK
 GB0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0597_SP_SET: ABUTMENT
 GB0597_STAMPING: Y 50 1934
 GB0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0597
 GB0597  HISTORY     - Date     Condition        Report By
 GB0597  HISTORY     - 1934     MONUMENTED       CGS
 GB0597  HISTORY     - 1949     GOOD             NGS
 GB0597
 GB0597                          STATION DESCRIPTION
 GB0597
 GB0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0597'AT LA FOLLETTE.
 GB0597'AT THE NORTHEAST SECTION OF LA FOLLETTE, CAMPBELL COUNTY, ON
 GB0597'THE LOUISVILLE AND NASHVILLE RAILROAD, AT AN UNDERPASS, IN
 GB0597'THE TOP OF THE EAST END OF THE NORTH BACKWALL OF THE CONCRETE
 GB0597'ABUTMENT, JUST SOUTH OF A POINT OF SWITCH, AND 8 FEET EAST OF
 GB0597'THE TRACK.  A STANDARD DISK, STAMPED Y 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0377 ***********************************************************************
 GA0377  DESIGNATION -  Y 52
 GA0377  PID         -  GA0377
 GA0377  STATE/COUNTY-  TN/UNICOI
 GA0377  USGS QUAD   -  ERWIN (1971)
 GA0377
 GA0377                         *CURRENT SURVEY CONTROL
 GA0377  ___________________________________________________________________
 GA0377* NAD 83(1986)-  36 08 55.     (N)    082 24 35.     (W)     SCALED    
 GA0377* NAVD 88     -       524.465  (meters)    1720.68   (feet)  ADJUSTED  
 GA0377  ___________________________________________________________________
 GA0377  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA0377  DYNAMIC HT  -         523.947 (meters)    1718.98  (feet)  COMP
 GA0377  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 GA0377
 GA0377  VERT ORDER  -  SECOND    CLASS 0
 GA0377
 GA0377.The horizontal coordinates were scaled from a topographic map and have
 GA0377.an estimated accuracy of +/- 6 seconds.
 GA0377
 GA0377.The orthometric height was determined by differential leveling
 GA0377.and adjusted by the National Geodetic Survey in June 1991..
 GA0377
 GA0377.The geoid height was determined by GEOID03.
 GA0377
 GA0377.The dynamic height is computed by dividing the NAVD 88
 GA0377.geopotential number by the normal gravity value computed on the
 GA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0377.degrees latitude (g = 980.6199 gals.).
 GA0377
 GA0377.The modeled gravity was interpolated from observed gravity values.
 GA0377
 GA0377;                    North         East    Units  Estimated Accuracy
 GA0377;SPC TN       -   207,330.      923,020.      MT  (+/- 180 meters Scaled)
 GA0377
 GA0377                          SUPERSEDED SURVEY CONTROL
 GA0377
 GA0377  NGVD 29 (??/??/92)  524.588  (m)         1721.09   (f) ADJ UNCH    2 0
 GA0377
 GA0377.Superseded values are not recommended for survey control.
 GA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0377.See file dsdata.txt to determine how the superseded data were derived.
 GA0377
 GA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA731013(NAD 83)
 GA0377_MARKER: DB = BENCH MARK DISK
 GA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0377_STAMPING: Y 52 1934
 GA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0377+STABILITY: SURFACE MOTION
 GA0377
 GA0377  HISTORY     - Date     Condition        Report By
 GA0377  HISTORY     - 1934     MONUMENTED       CGS
 GA0377
 GA0377                          STATION DESCRIPTION
 GA0377
 GA0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0377'AT ERWIN.
 GA0377'AT ERWIN, UNICOI COUNTY, AT THE ELM STREET SCHOOL, 40 FEET NORTH
 GA0377'OF THE CENTERLINE OF BROAD STREET, AND 33 FEET EAST OF THE
 GA0377'CENTERLINE OF ELM STREET.  A STANDARD DISK, STAMPED Y 52 1934
 GA0377'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1892 ***********************************************************************
 GA1892  DESIGNATION -  Y 54
 GA1892  PID         -  GA1892
 GA1892  STATE/COUNTY-  TN/HAWKINS
 GA1892  USGS QUAD   -  CAMELOT (1976)
 GA1892
 GA1892                         *CURRENT SURVEY CONTROL
 GA1892  ___________________________________________________________________
 GA1892* NAD 83(1986)-  36 24 21.     (N)    083 00 27.     (W)     SCALED    
 GA1892* NAVD 88     -       390.572  (meters)    1281.40   (feet)  ADJUSTED  
 GA1892  ___________________________________________________________________
 GA1892  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1892  DYNAMIC HT  -         390.216 (meters)    1280.23  (feet)  COMP
 GA1892  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1892
 GA1892  VERT ORDER  -  SECOND    CLASS 0
 GA1892
 GA1892.The horizontal coordinates were scaled from a topographic map and have
 GA1892.an estimated accuracy of +/- 6 seconds.
 GA1892
 GA1892.The orthometric height was determined by differential leveling
 GA1892.and adjusted by the National Geodetic Survey in June 1991..
 GA1892
 GA1892.The geoid height was determined by GEOID03.
 GA1892
 GA1892.The dynamic height is computed by dividing the NAVD 88
 GA1892.geopotential number by the normal gravity value computed on the
 GA1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1892.degrees latitude (g = 980.6199 gals.).
 GA1892
 GA1892.The modeled gravity was interpolated from observed gravity values.
 GA1892
 GA1892;                    North         East    Units  Estimated Accuracy
 GA1892;SPC TN       -   234,050.      868,380.      MT  (+/- 180 meters Scaled)
 GA1892
 GA1892                          SUPERSEDED SURVEY CONTROL
 GA1892
 GA1892  NGVD 29 (??/??/92)  390.721  (m)         1281.89   (f) ADJ UNCH    2 0
 GA1892
 GA1892.Superseded values are not recommended for survey control.
 GA1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1892.See file dsdata.txt to determine how the superseded data were derived.
 GA1892
 GA1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA199308(NAD 83)
 GA1892_MARKER: DB = BENCH MARK DISK
 GA1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1892_STAMPING: Y 54 1934
 GA1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1892+STABILITY: SURFACE MOTION
 GA1892
 GA1892  HISTORY     - Date     Condition        Report By
 GA1892  HISTORY     - 1934     MONUMENTED       CGS
 GA1892  HISTORY     - 1949     GOOD             NGS
 GA1892  HISTORY     - 20040208 GOOD             GEOCAC
 GA1892
 GA1892                          STATION DESCRIPTION
 GA1892
 GA1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1892'AT ROGERSVILLE.
 GA1892'AT ROGERSVILLE, AT THE COUNTY COURTHOUSE, 18 FEET NORTH OF THE
 GA1892'CENTER OF THE WEST ENTRANCE, AND AT THE EAST EDGE OF THE EAST
 GA1892'SIDEWALK OF DEPOT STREET.  A STANDARD DISK, STAMPED Y 54 1934
 GA1892'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 GA1892'GROUND.
 GA1892
 GA1892                          STATION RECOVERY (2004)
 GA1892
 GA1892'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1892'N36.24.390 W83.00.381
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1882 ***********************************************************************
 GA1882  DESIGNATION -  Y 55
 GA1882  PID         -  GA1882
 GA1882  STATE/COUNTY-  TN/GREENE
 GA1882  USGS QUAD   -  MOHAWK (1980)
 GA1882
 GA1882                         *CURRENT SURVEY CONTROL
 GA1882  ___________________________________________________________________
 GA1882* NAD 83(1986)-  36 12 58.     (N)    083 03 58.     (W)     SCALED    
 GA1882* NAVD 88     -       341.440  (meters)    1120.21   (feet)  ADJUSTED  
 GA1882  ___________________________________________________________________
 GA1882  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1882  DYNAMIC HT  -         341.125 (meters)    1119.17  (feet)  COMP
 GA1882  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 GA1882
 GA1882  VERT ORDER  -  SECOND    CLASS 0
 GA1882
 GA1882.The horizontal coordinates were scaled from a topographic map and have
 GA1882.an estimated accuracy of +/- 6 seconds.
 GA1882
 GA1882.The orthometric height was determined by differential leveling
 GA1882.and adjusted by the National Geodetic Survey in June 1991..
 GA1882
 GA1882.The geoid height was determined by GEOID03.
 GA1882
 GA1882.The dynamic height is computed by dividing the NAVD 88
 GA1882.geopotential number by the normal gravity value computed on the
 GA1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1882.degrees latitude (g = 980.6199 gals.).
 GA1882
 GA1882.The modeled gravity was interpolated from observed gravity values.
 GA1882
 GA1882;                    North         East    Units  Estimated Accuracy
 GA1882;SPC TN       -   212,850.      863,760.      MT  (+/- 180 meters Scaled)
 GA1882
 GA1882                          SUPERSEDED SURVEY CONTROL
 GA1882
 GA1882  NGVD 29 (??/??/92)  341.605  (m)         1120.75   (f) ADJ UNCH    2 0
 GA1882
 GA1882.Superseded values are not recommended for survey control.
 GA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1882.See file dsdata.txt to determine how the superseded data were derived.
 GA1882
 GA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA142098(NAD 83)
 GA1882_MARKER: DB = BENCH MARK DISK
 GA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1882_STAMPING: Y 55 1934
 GA1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1882+STABILITY: SURFACE MOTION
 GA1882
 GA1882  HISTORY     - Date     Condition        Report By
 GA1882  HISTORY     - 1934     MONUMENTED       CGS
 GA1882  HISTORY     - 1961     GOOD             NGS
 GA1882
 GA1882                          STATION DESCRIPTION
 GA1882
 GA1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA1882'1.4 MI N FROM MOHAWK.
 GA1882'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE
 GA1882'TO A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD TO THE
 GA1882'T JUNCTION OF A GRAVELED ROAD, THEN GO 0.2 MILE WEST ON THE
 GA1882'GRAVELED ROAD TO A RAILROAD CROSSING.  THE BENCH MARK IS 35.6
 GA1882'FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 26.3 FT. EAST
 GA1882'OF THE EAST RAIL, 21 FT. NORTHEAST OF A TELEPHONE POLE AT THE
 GA1882'CROSSING.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1882'4 INCHES AND IS ABOUT LEVEL WITH THE TRACK.  NOTE-- TO REACH
 GA1882'CROKITE 1961 FROM THIS POINT, GO 1.35 MILES NORTHEAST ON
 GA1882'INTERSTATE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1399 ***********************************************************************
 GA1399  DESIGNATION -  Y 57
 GA1399  PID         -  GA1399
 GA1399  STATE/COUNTY-  TN/SULLIVAN
 GA1399  USGS QUAD   -  KINGSPORT (1991)
 GA1399
 GA1399                         *CURRENT SURVEY CONTROL
 GA1399  ___________________________________________________________________
 GA1399* NAD 83(1986)-  36 33 07.     (N)    082 35 39.     (W)     SCALED    
 GA1399* NAVD 88     -       372.697  (meters)    1222.76   (feet)  ADJUSTED  
 GA1399  ___________________________________________________________________
 GA1399  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA1399  DYNAMIC HT  -         372.363 (meters)    1221.66  (feet)  COMP
 GA1399  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 GA1399
 GA1399  VERT ORDER  -  SECOND    CLASS 0
 GA1399
 GA1399.The horizontal coordinates were scaled from a topographic map and have
 GA1399.an estimated accuracy of +/- 6 seconds.
 GA1399
 GA1399.The orthometric height was determined by differential leveling
 GA1399.and adjusted by the National Geodetic Survey in June 1991..
 GA1399
 GA1399.The geoid height was determined by GEOID03.
 GA1399
 GA1399.The dynamic height is computed by dividing the NAVD 88
 GA1399.geopotential number by the normal gravity value computed on the
 GA1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1399.degrees latitude (g = 980.6199 gals.).
 GA1399
 GA1399.The modeled gravity was interpolated from observed gravity values.
 GA1399
 GA1399;                    North         East    Units  Estimated Accuracy
 GA1399;SPC TN       -   251,470.      904,880.      MT  (+/- 180 meters Scaled)
 GA1399
 GA1399                          SUPERSEDED SURVEY CONTROL
 GA1399
 GA1399  NGVD 29 (??/??/92)  372.849  (m)         1223.26   (f) ADJ UNCH    2 0
 GA1399
 GA1399.Superseded values are not recommended for survey control.
 GA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1399.See file dsdata.txt to determine how the superseded data were derived.
 GA1399
 GA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA573463(NAD 83)
 GA1399_MARKER: DB = BENCH MARK DISK
 GA1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1399_STAMPING: Y 57 1934
 GA1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1399+STABILITY: SURFACE MOTION
 GA1399
 GA1399  HISTORY     - Date     Condition        Report By
 GA1399  HISTORY     - 1934     MONUMENTED       CGS
 GA1399
 GA1399                          STATION DESCRIPTION
 GA1399
 GA1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1399'2 MI N FROM KINGSPORT.
 GA1399'2 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1399'SULLIVAN COUNTY, AT MILEAGE 91.9, 80 FEET EAST OF A GRADE CROSSING,
 GA1399'25 FEET SOUTH OF THE SOUTH RAIL, IN A GARDEN, AND 6 INCHES SOUTH
 GA1399'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED Y 57 1934 AND
 GA1399'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1067 ***********************************************************************
 FZ1067  DESIGNATION -  Y 58
 FZ1067  PID         -  FZ1067
 FZ1067  STATE/COUNTY-  TN/JOHNSON
 FZ1067  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1067
 FZ1067                         *CURRENT SURVEY CONTROL
 FZ1067  ___________________________________________________________________
 FZ1067* NAD 83(1986)-  36 36 12.     (N)    081 45 06.     (W)     SCALED    
 FZ1067* NAVD 88     -       660.928  (meters)    2168.39   (feet)  ADJUSTED  
 FZ1067  ___________________________________________________________________
 FZ1067  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ1067  DYNAMIC HT  -         660.294 (meters)    2166.31  (feet)  COMP
 FZ1067  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FZ1067
 FZ1067  VERT ORDER  -  SECOND    CLASS 0
 FZ1067
 FZ1067.The horizontal coordinates were scaled from a topographic map and have
 FZ1067.an estimated accuracy of +/- 6 seconds.
 FZ1067
 FZ1067.The orthometric height was determined by differential leveling
 FZ1067.and adjusted by the National Geodetic Survey in June 1991..
 FZ1067
 FZ1067.The geoid height was determined by GEOID03.
 FZ1067
 FZ1067.The dynamic height is computed by dividing the NAVD 88
 FZ1067.geopotential number by the normal gravity value computed on the
 FZ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1067.degrees latitude (g = 980.6199 gals.).
 FZ1067
 FZ1067.The modeled gravity was interpolated from observed gravity values.
 FZ1067
 FZ1067;                    North         East    Units  Estimated Accuracy
 FZ1067;SPC TN       -   260,110.      980,000.      MT  (+/- 180 meters Scaled)
 FZ1067
 FZ1067                          SUPERSEDED SURVEY CONTROL
 FZ1067
 FZ1067  NGVD 29 (??/??/92)  660.996  (m)         2168.62   (f) ADJ UNCH    2 0
 FZ1067
 FZ1067.Superseded values are not recommended for survey control.
 FZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1067.See file dsdata.txt to determine how the superseded data were derived.
 FZ1067
 FZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA327511(NAD 83)
 FZ1067_MARKER: DB = BENCH MARK DISK
 FZ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1067_STAMPING: 2768.795 Y 58 1934
 FZ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1067+STABILITY: SURFACE MOTION
 FZ1067
 FZ1067  HISTORY     - Date     Condition        Report By
 FZ1067  HISTORY     - 1934     MONUMENTED       CGS
 FZ1067  HISTORY     - 1974     GOOD             TVA
 FZ1067
 FZ1067                          STATION DESCRIPTION
 FZ1067
 FZ1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1067'3.5 MI S FROM DAMASCUS.
 FZ1067'IN JOHNSON COUNTY, TENNESSEE, 3.5 MILES SOUTH ALONG STATE HIGHWAY
 FZ1067'91 FROM DAMASCUS, WASHINGTON COUNTY, VIRGINIA, IN THE UNAKA
 FZ1067'NATIONAL FOREST, 100 YARDS NORTHWEST OF A CONCRETE BRIDGE OVER A
 FZ1067'SMALL CREEK, 20 FEET NORTHWEST OF A COUNTY ROAD, 40 FEET NORTHEAST
 FZ1067'OF THE CENTERLINE OF THE HIGHWAY, AND AT THE FOOT OF A ROCK
 FZ1067'TERRACE.  A STANDARD DISK, STAMPED 2768.795 Y 58 1934 AND SET IN
 FZ1067'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ1067
 FZ1067                          STATION RECOVERY (1974)
 FZ1067
 FZ1067'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FZ1067'38 FT. NE OF C/L HWY 91 24 FT. NW OF C/L SIDE RD. AT BASE OF SLANTED
 FZ1067'4 FT.X3 FT. X 1 FT. ROCK PAINTED BM 11.0 FT. N25E FROM UWEND CONC.
 FZ1067'CULV. UNDER B.T. SIDE RD. NE 11.5 FT. S75W FROM PAINTED X ON W. SIDE
 FZ1067'4 FT. X 4 FT. X 4 FT. BOULDER 0.1 FT. BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0830 ***********************************************************************
 GD0830  DESIGNATION -  Y 59
 GD0830  PID         -  GD0830
 GD0830  STATE/COUNTY-  TN/GIBSON
 GD0830  USGS QUAD   -  TATUMVILLE (1981)
 GD0830
 GD0830                         *CURRENT SURVEY CONTROL
 GD0830  ___________________________________________________________________
 GD0830* NAD 83(1986)-  36 00 36.     (N)    089 10 57.     (W)     SCALED    
 GD0830* NAVD 88     -        84.683  (meters)     277.83   (feet)  ADJUSTED  
 GD0830  ___________________________________________________________________
 GD0830  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0830  DYNAMIC HT  -          84.611 (meters)     277.59  (feet)  COMP
 GD0830  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 GD0830
 GD0830  VERT ORDER  -  SECOND    CLASS 0
 GD0830
 GD0830.The horizontal coordinates were scaled from a topographic map and have
 GD0830.an estimated accuracy of +/- 6 seconds.
 GD0830
 GD0830.The orthometric height was determined by differential leveling
 GD0830.and adjusted by the National Geodetic Survey in June 1991..
 GD0830
 GD0830.The geoid height was determined by GEOID03.
 GD0830
 GD0830.The dynamic height is computed by dividing the NAVD 88
 GD0830.geopotential number by the normal gravity value computed on the
 GD0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0830.degrees latitude (g = 980.6199 gals.).
 GD0830
 GD0830.The modeled gravity was interpolated from observed gravity values.
 GD0830
 GD0830;                    North         East    Units  Estimated Accuracy
 GD0830;SPC TN       -   190,690.      313,150.      MT  (+/- 180 meters Scaled)
 GD0830
 GD0830                          SUPERSEDED SURVEY CONTROL
 GD0830
 GD0830  NGVD 29 (??/??/??)   84.676  (m)          277.81   (f) ADJUSTED    2 0
 GD0830
 GD0830.Superseded values are not recommended for survey control.
 GD0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0830.See file dsdata.txt to determine how the superseded data were derived.
 GD0830
 GD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE033872(NAD 83)
 GD0830_MARKER: DB = BENCH MARK DISK
 GD0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0830_STAMPING: Y 59 1935
 GD0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0830+STABILITY: SURFACE MOTION
 GD0830
 GD0830  HISTORY     - Date     Condition        Report By
 GD0830  HISTORY     - 1935     MONUMENTED       CGS
 GD0830  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0830
 GD0830                          STATION DESCRIPTION
 GD0830
 GD0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0830'2.8 MI E FROM TATUMVILLE.
 GD0830'IN GIBSON COUNTY, 2.8 MILES EAST ALONG STATE HIGHWAY 104 FROM
 GD0830'TATUMVILLE, DYER COUNTY, AT THE NORTHWEST CORNER OF THE JOHN
 GD0830'HAMATH FARMYARD IN 1935, AND 50 FEET SOUTH OF THE CENTERLINE
 GD0830'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 59 1935 AND SET IN
 GD0830'THE TOP OF A CONCRETE POST.
 GD0830
 GD0830                          STATION RECOVERY (2002)
 GD0830
 GD0830'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1383 ***********************************************************************
 FC1383  DESIGNATION -  Y 6
 FC1383  PID         -  FC1383
 FC1383  STATE/COUNTY-  TN/FRANKLIN
 FC1383  USGS QUAD   -  SINKING COVE (1982)
 FC1383
 FC1383                         *CURRENT SURVEY CONTROL
 FC1383  ___________________________________________________________________
 FC1383* NAD 83(1986)-  35 04 34.     (N)    085 55 25.     (W)     SCALED    
 FC1383* NAVD 88     -       204.816  (meters)     671.97   (feet)  ADJUSTED  
 FC1383  ___________________________________________________________________
 FC1383  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1383  DYNAMIC HT  -         204.616 (meters)     671.31  (feet)  COMP
 FC1383  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FC1383
 FC1383  VERT ORDER  -  FIRST     CLASS II
 FC1383
 FC1383.The horizontal coordinates were scaled from a topographic map and have
 FC1383.an estimated accuracy of +/- 6 seconds.
 FC1383
 FC1383.The orthometric height was determined by differential leveling
 FC1383.and adjusted by the National Geodetic Survey in June 1991..
 FC1383
 FC1383.The geoid height was determined by GEOID03.
 FC1383
 FC1383.The dynamic height is computed by dividing the NAVD 88
 FC1383.geopotential number by the normal gravity value computed on the
 FC1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1383.degrees latitude (g = 980.6199 gals.).
 FC1383
 FC1383.The modeled gravity was interpolated from observed gravity values.
 FC1383
 FC1383;                    North         East    Units  Estimated Accuracy
 FC1383;SPC TN       -    82,420.      606,970.      MT  (+/- 180 meters Scaled)
 FC1383
 FC1383                          SUPERSEDED SURVEY CONTROL
 FC1383
 FC1383  NGVD 29 (??/??/92)  204.795  (m)          671.90   (f) ADJ UNCH    1 2
 FC1383
 FC1383.Superseded values are not recommended for survey control.
 FC1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1383.See file dsdata.txt to determine how the superseded data were derived.
 FC1383
 FC1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED981820(NAD 83)
 FC1383_MARKER: DB = BENCH MARK DISK
 FC1383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1383_SP_SET: BUILDING
 FC1383_STAMPING: 672.190 Y 6 1930
 FC1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1383
 FC1383  HISTORY     - Date     Condition        Report By
 FC1383  HISTORY     - 1930     MONUMENTED       CGS
 FC1383  HISTORY     - 1949     GOOD             NGS
 FC1383
 FC1383                          STATION DESCRIPTION
 FC1383
 FC1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1383'AT SHERWOOD.
 FC1383'AT SHERWOOD, FRANKLIN COUNTY, ACROSS THE STREET FROM THE
 FC1383'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, IN FRONT
 FC1383'OF THE BATES AND ROBINSON BUILDING, IN THE BRICK WALL BETWEEN
 FC1383'THE POST OFFICE AND A STORE, 3 FEET NORTH OF THE STORE WINDOW,
 FC1383'AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 672.190
 FC1383'Y 6 1930 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1768 ***********************************************************************
 FE1768  DESIGNATION -  Y 61
 FE1768  PID         -  FE1768
 FE1768  STATE/COUNTY-  TN/LAUDERDALE
 FE1768  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1768
 FE1768                         *CURRENT SURVEY CONTROL
 FE1768  ___________________________________________________________________
 FE1768* NAD 83(1986)-  35 44 29.     (N)    089 31 35.     (W)     SCALED    
 FE1768* NAVD 88     -       142.110  (meters)     466.24   (feet)  ADJUSTED  
 FE1768  ___________________________________________________________________
 FE1768  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1768  DYNAMIC HT  -         141.988 (meters)     465.84  (feet)  COMP
 FE1768  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 FE1768
 FE1768  VERT ORDER  -  SECOND    CLASS 0
 FE1768
 FE1768.The horizontal coordinates were scaled from a topographic map and have
 FE1768.an estimated accuracy of +/- 6 seconds.
 FE1768
 FE1768.The orthometric height was determined by differential leveling
 FE1768.and adjusted by the National Geodetic Survey in June 1991..
 FE1768
 FE1768.The geoid height was determined by GEOID03.
 FE1768
 FE1768.The dynamic height is computed by dividing the NAVD 88
 FE1768.geopotential number by the normal gravity value computed on the
 FE1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1768.degrees latitude (g = 980.6199 gals.).
 FE1768
 FE1768.The modeled gravity was interpolated from observed gravity values.
 FE1768
 FE1768;                    North         East    Units  Estimated Accuracy
 FE1768;SPC TN       -   161,970.      281,100.      MT  (+/- 180 meters Scaled)
 FE1768
 FE1768                          SUPERSEDED SURVEY CONTROL
 FE1768
 FE1768  NGVD 29 (??/??/??)  142.090  (m)          466.17   (f) ADJUSTED    2 0
 FE1768
 FE1768.Superseded values are not recommended for survey control.
 FE1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1768.See file dsdata.txt to determine how the superseded data were derived.
 FE1768
 FE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE715582(NAD 83)
 FE1768_MARKER: DB = BENCH MARK DISK
 FE1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1768_STAMPING: Y 61 1935
 FE1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1768+STABILITY: SURFACE MOTION
 FE1768
 FE1768  HISTORY     - Date     Condition        Report By
 FE1768  HISTORY     - 1935     MONUMENTED       CGS
 FE1768  HISTORY     - UNK      GOOD             USGS
 FE1768  HISTORY     - 1957     GOOD             CGS
 FE1768  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1768
 FE1768                          STATION DESCRIPTION
 FE1768
 FE1768'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 FE1768'RECOVERED IN GOOD CONDITION.
 FE1768
 FE1768                          STATION RECOVERY (1957)
 FE1768
 FE1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1768'0.4 MI E FROM RIPLEY.
 FE1768'0.45 MILE EAST ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 FE1768'AT RIPLEY, 41 1/2 FEET NORTHEAST OF THE CENTER LINE OF STATE
 FE1768'HIGHWAY 19 (HIGHLAND STREET, 71 FEET EAST-SOUTHEAST AND ACROSS
 FE1768'EAST END STREET FROM A FIRE HYDRANT, 24 FEET SOUTH-SOUTHEAST OF
 FE1768'THE CENTER LINE OF EAST END STREET, 35 FEET NORTH OF A TELEPHONE
 FE1768'CABLE LINE POLE, 10 1/2 FEET NORTH OF THE CENTER LINE OF A
 FE1768'PRIVATE DRIVEWAY LEADING EAST, 4 FEET SOUTH-SOUTHEAST OF A LAWN
 FE1768'CURBING, 4 1/2 FEET NORTH OF THE NORTH CURB OF PRIVATE DRIVEWAY,
 FE1768'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1768'CONCRETE POST FLUSH WITH THE GROUND.
 FE1768
 FE1768                          STATION RECOVERY (2002)
 FE1768
 FE1768'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1073 ***********************************************************************
 FE1073  DESIGNATION -  Y 63
 FE1073  PID         -  FE1073
 FE1073  STATE/COUNTY-  TN/HAYWOOD
 FE1073  USGS QUAD   -  STANTON (1983)
 FE1073
 FE1073                         *CURRENT SURVEY CONTROL
 FE1073  ___________________________________________________________________
 FE1073* NAD 83(1986)-  35 26 08.     (N)    089 28 13.     (W)     SCALED    
 FE1073* NAVD 88     -       110.201  (meters)     361.55   (feet)  ADJUSTED  
 FE1073  ___________________________________________________________________
 FE1073  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1073  DYNAMIC HT  -         110.104 (meters)     361.23  (feet)  COMP
 FE1073  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE1073
 FE1073  VERT ORDER  -  SECOND    CLASS 0
 FE1073
 FE1073.The horizontal coordinates were scaled from a topographic map and have
 FE1073.an estimated accuracy of +/- 6 seconds.
 FE1073
 FE1073.The orthometric height was determined by differential leveling
 FE1073.and adjusted by the National Geodetic Survey in June 1991..
 FE1073
 FE1073.The geoid height was determined by GEOID03.
 FE1073
 FE1073.The dynamic height is computed by dividing the NAVD 88
 FE1073.geopotential number by the normal gravity value computed on the
 FE1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1073.degrees latitude (g = 980.6199 gals.).
 FE1073
 FE1073.The modeled gravity was interpolated from observed gravity values.
 FE1073
 FE1073;                    North         East    Units  Estimated Accuracy
 FE1073;SPC TN       -   127,880.      284,970.      MT  (+/- 180 meters Scaled)
 FE1073
 FE1073                          SUPERSEDED SURVEY CONTROL
 FE1073
 FE1073  NGVD 29 (??/??/??)  110.193  (m)          361.52   (f) ADJUSTED    2 0
 FE1073
 FE1073.Superseded values are not recommended for survey control.
 FE1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1073.See file dsdata.txt to determine how the superseded data were derived.
 FE1073
 FE1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE757241(NAD 83)
 FE1073_MARKER: DB = BENCH MARK DISK
 FE1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1073_STAMPING: Y 63 1935
 FE1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1073+STABILITY: SURFACE MOTION
 FE1073
 FE1073  HISTORY     - Date     Condition        Report By
 FE1073  HISTORY     - 1935     MONUMENTED       CGS
 FE1073  HISTORY     - 20020508 MARK NOT FOUND   USACE
 FE1073
 FE1073                          STATION DESCRIPTION
 FE1073
 FE1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1073'AT KEELING.
 FE1073'AT KEELING, HAYWOOD COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1073'RAILROAD, 5 RAILS NORTH OF THE STATION, AT A COUNTY-ROAD CROSSING,
 FE1073'30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 48 FEET EAST OF THE
 FE1073'CENTERLINE OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE.  A
 FE1073'STANDARD DISK, STAMPED Y 63 1935 AND SET IN THE TOP OF A
 FE1073'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE1073
 FE1073                          STATION RECOVERY (2002)
 FE1073
 FE1073'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1073'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0573 ***********************************************************************
 FE0573  DESIGNATION -  Y 64
 FE0573  PID         -  FE0573
 FE0573  STATE/COUNTY-  TN/HARDEMAN
 FE0573  USGS QUAD   -  TEAGUE (1981)
 FE0573
 FE0573                         *CURRENT SURVEY CONTROL
 FE0573  ___________________________________________________________________
 FE0573* NAD 83(1986)-  35 24 40.     (N)    088 54 53.     (W)     SCALED    
 FE0573* NAVD 88     -       116.893  (meters)     383.51   (feet)  ADJUSTED  
 FE0573  ___________________________________________________________________
 FE0573  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0573  DYNAMIC HT  -         116.787 (meters)     383.16  (feet)  COMP
 FE0573  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FE0573
 FE0573  VERT ORDER  -  SECOND    CLASS 0
 FE0573
 FE0573.The horizontal coordinates were scaled from a topographic map and have
 FE0573.an estimated accuracy of +/- 6 seconds.
 FE0573
 FE0573.The orthometric height was determined by differential leveling
 FE0573.and adjusted by the National Geodetic Survey in June 1991..
 FE0573
 FE0573.The geoid height was determined by GEOID03.
 FE0573
 FE0573.The dynamic height is computed by dividing the NAVD 88
 FE0573.geopotential number by the normal gravity value computed on the
 FE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0573.degrees latitude (g = 980.6199 gals.).
 FE0573
 FE0573.The modeled gravity was interpolated from observed gravity values.
 FE0573
 FE0573;                    North         East    Units  Estimated Accuracy
 FE0573;SPC TN       -   123,520.      335,300.      MT  (+/- 180 meters Scaled)
 FE0573
 FE0573                          SUPERSEDED SURVEY CONTROL
 FE0573
 FE0573  NGVD 29 (??/??/??)  116.904  (m)          383.54   (f) ADJUSTED    2 0
 FE0573
 FE0573.Superseded values are not recommended for survey control.
 FE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0573.See file dsdata.txt to determine how the superseded data were derived.
 FE0573
 FE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE261203(NAD 83)
 FE0573_MARKER: DB = BENCH MARK DISK
 FE0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0573_STAMPING: Y 64 1935
 FE0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0573+STABILITY: SURFACE MOTION
 FE0573
 FE0573  HISTORY     - Date     Condition        Report By
 FE0573  HISTORY     - 1935     MONUMENTED       CGS
 FE0573  HISTORY     - 20020918 POOR             USACE
 FE0573
 FE0573                          STATION DESCRIPTION
 FE0573
 FE0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0573'AT TEAGUE.
 FE0573'AT TEAGUE, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 FE0573'50 FEET NORTH OF THE STATION, 0.2 MILE NORTH OF MILEPOST 425,
 FE0573'60 FEET EAST OF A 4-FOOT WHITE OAK TREE, AND 30 FEET WEST OF THE
 FE0573'TRACK.  A STANDARD DISK, STAMPED Y 64 1935 AND SET IN THE TOP
 FE0573'OF A CONCRETE POST.
 FE0573
 FE0573                          STATION RECOVERY (2002)
 FE0573
 FE0573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0573'FOUND MONUMENT LEANING BADLY TO SOUTH. UNUSABLE FOR VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0997 ***********************************************************************
 FC0997  DESIGNATION -  Y 7
 FC0997  PID         -  FC0997
 FC0997  STATE/COUNTY-  TN/WHITE
 FC0997  USGS QUAD   -  SPARTA (1979)
 FC0997
 FC0997                         *CURRENT SURVEY CONTROL
 FC0997  ___________________________________________________________________
 FC0997* NAD 83(1986)-  35 55 34.     (N)    085 28 34.     (W)     SCALED    
 FC0997* NAVD 88     -       273.920  (meters)     898.69   (feet)  ADJUSTED  
 FC0997  ___________________________________________________________________
 FC0997  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC0997  DYNAMIC HT  -         273.674 (meters)     897.88  (feet)  COMP
 FC0997  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 FC0997
 FC0997  VERT ORDER  -  SECOND    CLASS 0
 FC0997
 FC0997.The horizontal coordinates were scaled from a topographic map and have
 FC0997.an estimated accuracy of +/- 6 seconds.
 FC0997
 FC0997.The orthometric height was determined by differential leveling
 FC0997.and adjusted by the National Geodetic Survey in June 1991..
 FC0997
 FC0997.The geoid height was determined by GEOID03.
 FC0997
 FC0997.The dynamic height is computed by dividing the NAVD 88
 FC0997.geopotential number by the normal gravity value computed on the
 FC0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0997.degrees latitude (g = 980.6199 gals.).
 FC0997
 FC0997.The modeled gravity was interpolated from observed gravity values.
 FC0997
 FC0997;                    North         East    Units  Estimated Accuracy
 FC0997;SPC TN       -   176,840.      647,280.      MT  (+/- 180 meters Scaled)
 FC0997
 FC0997                          SUPERSEDED SURVEY CONTROL
 FC0997
 FC0997  NGVD 29 (??/??/92)  273.987  (m)          898.91   (f) ADJ UNCH    2 0
 FC0997
 FC0997.Superseded values are not recommended for survey control.
 FC0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0997.See file dsdata.txt to determine how the superseded data were derived.
 FC0997
 FC0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE374768(NAD 83)
 FC0997_MARKER: DB = BENCH MARK DISK
 FC0997_SETTING: 66 = SET IN ROCK OUTCROP
 FC0997_SP_SET: ROCK LEDGE
 FC0997_STAMPING: 899.086 Y 7 1931
 FC0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0997+STABILITY: POSITION/ELEVATION WELL
 FC0997
 FC0997  HISTORY     - Date     Condition        Report By
 FC0997  HISTORY     - 1931     MONUMENTED       CGS
 FC0997  HISTORY     - 1954     MARK NOT FOUND   NGS
 FC0997
 FC0997                          STATION DESCRIPTION
 FC0997
 FC0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FC0997'AT SPARTA.
 FC0997'IT WAS REPORTED BY THE USGS THAT THE MARK MAY BE COVERED BY
 FC0997'SAWDUST FROM THE LUMBER MILL.  AT SPARTA, WHITE COUNTY, AT THE
 FC0997'JUNCTION, NORTHWEST OF THE WATER TANK, ABOUT 204 FEET NORTHWEST
 FC0997'OF THE NORTHWEST RAIL OF THE SPUR LINE OF THE NASHVILLE, CHATTANOOGA
 FC0997'AND ST. LOUIS RAILWAY, AND IN A PROMINENT ROCK LEDGE ON THE
 FC0997'NORTH SLOPE OF A SINK HOLE.  A STANDARD DISK, STAMPED 899.086
 FC0997'Y 7 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1030 ***********************************************************************
 FE1030  DESIGNATION -  Y 72
 FE1030  PID         -  FE1030
 FE1030  STATE/COUNTY-  TN/FAYETTE
 FE1030  USGS QUAD   -  LACONIA (1983)
 FE1030
 FE1030                         *CURRENT SURVEY CONTROL
 FE1030  ___________________________________________________________________
 FE1030* NAD 83(1986)-  35 15 00.     (N)    089 18 06.     (W)     SCALED    
 FE1030* NAVD 88     -       109.710  (meters)     359.94   (feet)  ADJUSTED  
 FE1030  ___________________________________________________________________
 FE1030  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE1030  DYNAMIC HT  -         109.610 (meters)     359.61  (feet)  COMP
 FE1030  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 FE1030
 FE1030  VERT ORDER  -  SECOND    CLASS 0
 FE1030
 FE1030.The horizontal coordinates were scaled from a topographic map and have
 FE1030.an estimated accuracy of +/- 6 seconds.
 FE1030
 FE1030.The orthometric height was determined by differential leveling
 FE1030.and adjusted by the National Geodetic Survey in June 1991..
 FE1030
 FE1030.The geoid height was determined by GEOID03.
 FE1030
 FE1030.The dynamic height is computed by dividing the NAVD 88
 FE1030.geopotential number by the normal gravity value computed on the
 FE1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1030.degrees latitude (g = 980.6199 gals.).
 FE1030
 FE1030.The modeled gravity was interpolated from observed gravity values.
 FE1030
 FE1030;                    North         East    Units  Estimated Accuracy
 FE1030;SPC TN       -   106,770.      299,570.      MT  (+/- 180 meters Scaled)
 FE1030
 FE1030                          SUPERSEDED SURVEY CONTROL
 FE1030
 FE1030  NGVD 29 (??/??/??)  109.696  (m)          359.89   (f) ADJUSTED    2 0
 FE1030
 FE1030.Superseded values are not recommended for survey control.
 FE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1030.See file dsdata.txt to determine how the superseded data were derived.
 FE1030
 FE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE905031(NAD 83)
 FE1030_MARKER: DB = BENCH MARK DISK
 FE1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1030_STAMPING: Y 72 1935
 FE1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1030+STABILITY: SURFACE MOTION
 FE1030
 FE1030  HISTORY     - Date     Condition        Report By
 FE1030  HISTORY     - 1935     MONUMENTED       CGS
 FE1030  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1030
 FE1030                          STATION DESCRIPTION
 FE1030
 FE1030'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1030'2.7 MI E FROM SOMERVILLE.
 FE1030'2.7 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1030'RAILWAY FROM THE STATION AT SOMERVILLE, FAYETTE COUNTY, 22
 FE1030'POLES WEST OF MILEPOST 183, 125 YARDS WEST OF BRIDGE NO. 183.7,
 FE1030'AT A ROAD CROSSING, 40 FEET SOUTH OF THE CENTERLINE OF THE
 FE1030'TRACK, AND 40 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 FE1030'STANDARD DISK, STAMPED Y 72 1935 AND SET IN THE TOP OF A
 FE1030'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1159 ***********************************************************************
 FE1159  DESIGNATION -  Y 73
 FE1159  PID         -  FE1159
 FE1159  STATE/COUNTY-  TN/FAYETTE
 FE1159  USGS QUAD   -  GALLAWAY (1981)
 FE1159
 FE1159                         *CURRENT SURVEY CONTROL
 FE1159  ___________________________________________________________________
 FE1159* NAD 83(1986)-  35 22 19.     (N)    089 32 52.     (W)     SCALED    
 FE1159* NAVD 88     -       106.324  (meters)     348.83   (feet)  ADJUSTED  
 FE1159  ___________________________________________________________________
 FE1159  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1159  DYNAMIC HT  -         106.230 (meters)     348.52  (feet)  COMP
 FE1159  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE1159
 FE1159  VERT ORDER  -  SECOND    CLASS 0
 FE1159
 FE1159.The horizontal coordinates were scaled from a topographic map and have
 FE1159.an estimated accuracy of +/- 6 seconds.
 FE1159
 FE1159.The orthometric height was determined by differential leveling
 FE1159.and adjusted by the National Geodetic Survey in June 1991..
 FE1159
 FE1159.The geoid height was determined by GEOID03.
 FE1159
 FE1159.The dynamic height is computed by dividing the NAVD 88
 FE1159.geopotential number by the normal gravity value computed on the
 FE1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1159.degrees latitude (g = 980.6199 gals.).
 FE1159
 FE1159.The modeled gravity was interpolated from observed gravity values.
 FE1159
 FE1159;                    North         East    Units  Estimated Accuracy
 FE1159;SPC TN       -   121,080.      277,680.      MT  (+/- 180 meters Scaled)
 FE1159
 FE1159                          SUPERSEDED SURVEY CONTROL
 FE1159
 FE1159  NGVD 29 (??/??/??)  106.307  (m)          348.78   (f) ADJUSTED    2 0
 FE1159
 FE1159.Superseded values are not recommended for survey control.
 FE1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1159.See file dsdata.txt to determine how the superseded data were derived.
 FE1159
 FE1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE685172(NAD 83)
 FE1159_MARKER: DB = BENCH MARK DISK
 FE1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1159_STAMPING: Y 73 1935
 FE1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1159+STABILITY: SURFACE MOTION
 FE1159
 FE1159  HISTORY     - Date     Condition        Report By
 FE1159  HISTORY     - 1935     MONUMENTED       CGS
 FE1159  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1159
 FE1159                          STATION DESCRIPTION
 FE1159
 FE1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1159'1.2 MI SE FROM BRADEN.
 FE1159'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1159'COUNTY, 60 FEET SOUTH OF THE TOP OF A HILL, 50 FEET NORTH OF A
 FE1159'CEDAR TREE, AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FE1159'A STANDARD DISK, STAMPED Y 73 1935 AND SET IN THE TOP OF A
 FE1159'CONCRETE POST.  NOTE-- THE BANK ALONG THE ROAD IN THIS AREA HAS
 FE1159'BEEN CUT BACK RECENTLY.
 FE1159
 FE1159                          STATION RECOVERY (2002)
 FE1159
 FE1159'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1194 ***********************************************************************
 FE1194  DESIGNATION -  Y 74
 FE1194  PID         -  FE1194
 FE1194  STATE/COUNTY-  TN/SHELBY
 FE1194  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1194
 FE1194                         *CURRENT SURVEY CONTROL
 FE1194  ___________________________________________________________________
 FE1194* NAD 83(1986)-  35 09 57.     (N)    089 54 45.     (W)     SCALED    
 FE1194* NAVD 88     -        76.996  (meters)     252.61   (feet)  ADJUSTED  
 FE1194  ___________________________________________________________________
 FE1194  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1194  DYNAMIC HT  -          76.926 (meters)     252.38  (feet)  COMP
 FE1194  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 FE1194
 FE1194  VERT ORDER  -  SECOND    CLASS 0
 FE1194
 FE1194.The horizontal coordinates were scaled from a topographic map and have
 FE1194.an estimated accuracy of +/- 6 seconds.
 FE1194
 FE1194.The orthometric height was determined by differential leveling
 FE1194.and adjusted by the National Geodetic Survey in June 1991..
 FE1194
 FE1194.The geoid height was determined by GEOID03.
 FE1194
 FE1194.The dynamic height is computed by dividing the NAVD 88
 FE1194.geopotential number by the normal gravity value computed on the
 FE1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1194.degrees latitude (g = 980.6199 gals.).
 FE1194
 FE1194.The modeled gravity was interpolated from observed gravity values.
 FE1194
 FE1194;                    North         East    Units  Estimated Accuracy
 FE1194;SPC TN       -    99,490.      243,650.      MT  (+/- 180 meters Scaled)
 FE1194
 FE1194                          SUPERSEDED SURVEY CONTROL
 FE1194
 FE1194  NGVD 29 (??/??/??)   76.980  (m)          252.56   (f) ADJUSTED    2 0
 FE1194
 FE1194.Superseded values are not recommended for survey control.
 FE1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1194.See file dsdata.txt to determine how the superseded data were derived.
 FE1194
 FE1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD347953(NAD 83)
 FE1194_MARKER: DB = BENCH MARK DISK
 FE1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1194_STAMPING: Y 74 1956
 FE1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1194+STABILITY: SURFACE MOTION
 FE1194
 FE1194  HISTORY     - Date     Condition        Report By
 FE1194  HISTORY     - 1956     MONUMENTED       CGS
 FE1194  HISTORY     - 20021009 POOR             USACE
 FE1194
 FE1194                          STATION DESCRIPTION
 FE1194
 FE1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1194'AT MEMPHIS.
 FE1194'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ABOUT 1.05 MILES SOUTH
 FE1194'ALONG WELLS STATION ROAD FROM IT CROSSING WITH THE LOUISVILLE
 FE1194'AND NASHVILLE RAILROAD, THENCE ABOUT 0.25 MILE EAST ALONG GAILWOOD
 FE1194'ROAD, AT THE EAST DEAD END OF GAILWOOD ROAD, AT THE WEST EDGE OF
 FE1194'THE NORTH-SOUTH RUNWAY OF MARTIN AIRFIELD, 32 1/2 FEET EAST OF
 FE1194'SOUTHEAST CORNER OF HOUSE NO. 4440 GAILWOOD ROAD AND IN LINE WITH
 FE1194'THE EXTENDED SOUTH FACE OF HOUSE, 40 FEET NORTH OF THE EXTENDED
 FE1194'NORTH CURB LINE OF GAILWOOD ROAD, 75 FEET NORTH-NORTHEAST OF
 FE1194'POWER POLE NO. 87962, ABOUT LEVEL WITH RUNWAY AND SET IN THE TOP
 FE1194'OF A CONCRETE POST PROJECTING 1 INCH.
 FE1194
 FE1194                          STATION RECOVERY (2002)
 FE1194
 FE1194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1194'MARK DESTROYED. SWIMMING POOL AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1206 ***********************************************************************
 FE1206  DESIGNATION -  Y 75
 FE1206  PID         -  FE1206
 FE1206  STATE/COUNTY-  TN/SHELBY
 FE1206  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1206
 FE1206                         *CURRENT SURVEY CONTROL
 FE1206  ___________________________________________________________________
 FE1206* NAD 83(1986)-  35 09 28.     (N)    089 59 47.     (W)     SCALED    
 FE1206* NAVD 88     -        78.576  (meters)     257.79   (feet)  ADJUSTED  
 FE1206  ___________________________________________________________________
 FE1206  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1206  DYNAMIC HT  -          78.505 (meters)     257.56  (feet)  COMP
 FE1206  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FE1206
 FE1206  VERT ORDER  -  SECOND    CLASS 0
 FE1206
 FE1206.The horizontal coordinates were scaled from a topographic map and have
 FE1206.an estimated accuracy of +/- 6 seconds.
 FE1206
 FE1206.The orthometric height was determined by differential leveling
 FE1206.and adjusted by the National Geodetic Survey in June 1991..
 FE1206
 FE1206.The geoid height was determined by GEOID03.
 FE1206
 FE1206.The dynamic height is computed by dividing the NAVD 88
 FE1206.geopotential number by the normal gravity value computed on the
 FE1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1206.degrees latitude (g = 980.6199 gals.).
 FE1206
 FE1206.The modeled gravity was interpolated from observed gravity values.
 FE1206
 FE1206;                    North         East    Units  Estimated Accuracy
 FE1206;SPC TN       -    98,910.      235,970.      MT  (+/- 180 meters Scaled)
 FE1206
 FE1206                          SUPERSEDED SURVEY CONTROL
 FE1206
 FE1206  NGVD 29 (??/??/??)   78.555  (m)          257.73   (f) ADJUSTED    2 0
 FE1206
 FE1206.Superseded values are not recommended for survey control.
 FE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1206.See file dsdata.txt to determine how the superseded data were derived.
 FE1206
 FE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD270946(NAD 83)
 FE1206_MARKER: DB = BENCH MARK DISK
 FE1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1206_STAMPING: Y 75 1956
 FE1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1206+STABILITY: SURFACE MOTION
 FE1206
 FE1206  HISTORY     - Date     Condition        Report By
 FE1206  HISTORY     - 1956     MONUMENTED       CGS
 FE1206  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1206
 FE1206                          STATION DESCRIPTION
 FE1206
 FE1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1206'AT MEMPHIS.
 FE1206'AT MEMPHIS, AT CROSSING OF MC LEAN BOULEVARD AND THE LOUISVILLE
 FE1206'AND NASHVILLE RAILROAD, 65 FEET NORTHEAST OF CENTER OF JUNCTION
 FE1206'OF MC LEAN BLVD. AND MIGNON AVENUE EAST, 47 1/2 FEET SOUTHEAST
 FE1206'OF CENTER OF CROSSING OF TRACK AND MC LEAN BLVD., 28 1/2 FEET
 FE1206'SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 24 FEET EAST OF EAST CURB
 FE1206'OF MC LEAN BLVD., 11 FEET NORTH OF NORTH CURB OF MIGNON AVENUE,
 FE1206'19 FEET NORTHEAST OF A STREET SIGN MARKER POST, 4 FEET
 FE1206'WEST-SOUTHWEST OF POWER POLE NO. 48168 AND ABOUT IN LINE WITH ROW
 FE1206'OF POLES, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE
 FE1206'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1206
 FE1206                          STATION RECOVERY (2002)
 FE1206
 FE1206'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1807 ***********************************************************************
 FE1807  DESIGNATION -  Y 76
 FE1807  PID         -  FE1807
 FE1807  STATE/COUNTY-  TN/LAUDERDALE
 FE1807  USGS QUAD   -  CHIC (1983)
 FE1807
 FE1807                         *CURRENT SURVEY CONTROL
 FE1807  ___________________________________________________________________
 FE1807* NAD 83(1986)-  35 53 27.     (N)    089 44 15.     (W)     SCALED    
 FE1807* NAVD 88     -        79.819  (meters)     261.87   (feet)  ADJUSTED  
 FE1807  ___________________________________________________________________
 FE1807  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE1807  DYNAMIC HT  -          79.752 (meters)     261.65  (feet)  COMP
 FE1807  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1807
 FE1807  VERT ORDER  -  FIRST     CLASS II
 FE1807
 FE1807.The horizontal coordinates were scaled from a topographic map and have
 FE1807.an estimated accuracy of +/- 6 seconds.
 FE1807
 FE1807.The orthometric height was determined by differential leveling
 FE1807.and adjusted by the National Geodetic Survey in June 1991..
 FE1807
 FE1807.The geoid height was determined by GEOID03.
 FE1807
 FE1807.The dynamic height is computed by dividing the NAVD 88
 FE1807.geopotential number by the normal gravity value computed on the
 FE1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1807.degrees latitude (g = 980.6199 gals.).
 FE1807
 FE1807.The modeled gravity was interpolated from observed gravity values.
 FE1807
 FE1807;                    North         East    Units  Estimated Accuracy
 FE1807;SPC TN       -   179,250.      262,650.      MT  (+/- 180 meters Scaled)
 FE1807
 FE1807                          SUPERSEDED SURVEY CONTROL
 FE1807
 FE1807  NGVD 29 (??/??/??)   79.767  (m)          261.70   (f) ADJUSTED    1 2
 FE1807
 FE1807.Superseded values are not recommended for survey control.
 FE1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1807.See file dsdata.txt to determine how the superseded data were derived.
 FE1807
 FE1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE529753(NAD 83)
 FE1807_MARKER: DB = BENCH MARK DISK
 FE1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1807_STAMPING: Y 76 1956
 FE1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1807+STABILITY: SURFACE MOTION
 FE1807
 FE1807  HISTORY     - Date     Condition        Report By
 FE1807  HISTORY     - 1956     MONUMENTED       CGS
 FE1807
 FE1807                          STATION DESCRIPTION
 FE1807
 FE1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1807'0.6 MI W FROM BARR.
 FE1807'85 YARDS NORTH ALONG A TRAIL FROM THE POST OFFICE AT BARR, THENCE
 FE1807'ABOUT 0.55 MILE WEST ALONG A TRAIL WHICH LEADS TO THE MISSISSIPPI
 FE1807'RIVER, ABOUT 0.9 MILE EAST ALONG TRAIL FROM POINT IN RIVER BANK
 FE1807'OPPOSITE BARFIELD, MISSISSIPPI COUNTY, ARKANSAS, ON THE TOP OF
 FE1807'EAST SIDE OF A NORTH-SOUTH PASTURED RIDGE, 54 FEET NORTHWEST
 FE1807'OF CENTER LINE OF TRAIL, 29 FEET SOUTHWEST OF A TRIANGULAR
 FE1807'BLAZED 24-INCH COTTONWOOD TREE, 3 FEET SOUTH OF A WHITE WOODEN
 FE1807'WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRAIL AND SET
 FE1807'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1668 ***********************************************************************
 GB1668  DESIGNATION -  Y 77
 GB1668  PID         -  GB1668
 GB1668  STATE/COUNTY-  TN/OVERTON
 GB1668  USGS QUAD   -  ALPINE (1979)
 GB1668
 GB1668                         *CURRENT SURVEY CONTROL
 GB1668  ___________________________________________________________________
 GB1668* NAD 83(1986)-  36 26 25.     (N)    085 14 04.     (W)     SCALED    
 GB1668* NAVD 88     -       320.387  (meters)    1051.14   (feet)  POSTED    
 GB1668  ___________________________________________________________________
 GB1668  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB1668  DYNAMIC HT  -         320.100 (meters)    1050.19  (feet)  COMP
 GB1668  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 GB1668
 GB1668  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1668
 GB1668.The horizontal coordinates were scaled from a topographic map and have
 GB1668.an estimated accuracy of +/- 6 seconds.
 GB1668
 GB1668.The orthometric height was determined by differential leveling
 GB1668.and adjusted by the National Geodetic Survey in 1992..
 GB1668.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1668.rate of 1.1 thru 2.0 mm/km.
 GB1668
 GB1668.The geoid height was determined by GEOID03.
 GB1668
 GB1668.The dynamic height is computed by dividing the NAVD 88
 GB1668.geopotential number by the normal gravity value computed on the
 GB1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1668.degrees latitude (g = 980.6199 gals.).
 GB1668
 GB1668.The modeled gravity was interpolated from observed gravity values.
 GB1668
 GB1668;                    North         East    Units  Estimated Accuracy
 GB1668;SPC TN       -   234,040.      668,640.      MT  (+/- 180 meters Scaled)
 GB1668
 GB1668                          SUPERSEDED SURVEY CONTROL
 GB1668
 GB1668  NGVD 29 (??/??/92)  320.482  (m)         1051.45   (f) ADJ UNCH    2 0
 GB1668
 GB1668.Superseded values are not recommended for survey control.
 GB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1668.See file dsdata.txt to determine how the superseded data were derived.
 GB1668
 GB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF582342(NAD 83)
 GB1668_MARKER: DB = BENCH MARK DISK
 GB1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1668_STAMPING: Y 77 1935
 GB1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1668+STABILITY: SURFACE MOTION
 GB1668
 GB1668  HISTORY     - Date     Condition        Report By
 GB1668  HISTORY     - 1935     MONUMENTED       CGS
 GB1668  HISTORY     - 1950     GOOD             NGS
 GB1668
 GB1668                          STATION DESCRIPTION
 GB1668
 GB1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1668'0.6 MI E FROM MONROE.
 GB1668'0.6 MILE EAST ALONG STATE HIGWHAY 42 FROM THE POST OFFICE AT
 GB1668'MONROE, OVERTON COUNTY, 300 YARDS EAST OF A T-ROAD LEADING NORTH,
 GB1668'270 YARDS SOUTH OF A SMALL TIN-ROOFED DWELLING IN A HOLLOW, AT
 GB1668'THE TOP OF A HILL, 24 FEET NORTH OF THE CENTERLINE OF THE
 GB1668'HIGHWAY, 2 FEET SOUTH OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN
 GB1668'THE HIGHWAY.  A STANDARD DISK, STAMPED Y 77 1935 AND SET IN THE
 GB1668'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1492 ***********************************************************************
 FC1492  DESIGNATION -  Y 78
 FC1492  PID         -  FC1492
 FC1492  STATE/COUNTY-  TN/CANNON
 FC1492  USGS QUAD   -  GASSAWAY (1979)
 FC1492
 FC1492                         *CURRENT SURVEY CONTROL
 FC1492  ___________________________________________________________________
 FC1492* NAD 83(1986)-  35 57 03.     (N)    085 59 48.     (W)     SCALED    
 FC1492* NAVD 88     -       194.250  (meters)     637.30   (feet)  ADJUSTED  
 FC1492  ___________________________________________________________________
 FC1492  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC1492  DYNAMIC HT  -         194.078 (meters)     636.74  (feet)  COMP
 FC1492  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FC1492
 FC1492  VERT ORDER  -  SECOND    CLASS 0
 FC1492
 FC1492.The horizontal coordinates were scaled from a topographic map and have
 FC1492.an estimated accuracy of +/- 6 seconds.
 FC1492
 FC1492.The orthometric height was determined by differential leveling
 FC1492.and adjusted by the National Geodetic Survey in June 1991..
 FC1492
 FC1492.The geoid height was determined by GEOID03.
 FC1492
 FC1492.The dynamic height is computed by dividing the NAVD 88
 FC1492.geopotential number by the normal gravity value computed on the
 FC1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1492.degrees latitude (g = 980.6199 gals.).
 FC1492
 FC1492.The modeled gravity was interpolated from observed gravity values.
 FC1492
 FC1492;                    North         East    Units  Estimated Accuracy
 FC1492;SPC TN       -   179,460.      600,300.      MT  (+/- 180 meters Scaled)
 FC1492
 FC1492                          SUPERSEDED SURVEY CONTROL
 FC1492
 FC1492  NGVD 29 (??/??/92)  194.291  (m)          637.44   (f) ADJ UNCH    2 0
 FC1492
 FC1492.Superseded values are not recommended for survey control.
 FC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1492.See file dsdata.txt to determine how the superseded data were derived.
 FC1492
 FC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE904789(NAD 83)
 FC1492_MARKER: DB = BENCH MARK DISK
 FC1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1492_STAMPING: Y 78 1935
 FC1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1492+STABILITY: SURFACE MOTION
 FC1492
 FC1492  HISTORY     - Date     Condition        Report By
 FC1492  HISTORY     - 1935     MONUMENTED       CGS
 FC1492  HISTORY     - 1958     GOOD             NGS
 FC1492  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1492
 FC1492                          STATION DESCRIPTION
 FC1492
 FC1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1492'0.5 MI N FROM GASSAWAY.
 FC1492'USGS REPORTED THAT THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FC1492'0.5 MILE NORTH ALONG STATE HIGHWAY 53 FROM THE POST OFFICE AT
 FC1492'GASSAWAY, CANNON COUNTY, 300 YARDS SOUTHWEST OF THE WEST END OF
 FC1492'A STEEL BRIDGE OVER CLEAR FORK CREEK, 250 YARDS NORTHWEST OF
 FC1492'THE DR. WILLIAMS RESIDENCE IN 1935, 30 FEET EAST OF THE CENTERLINE
 FC1492'OF THE HIGHWAY, 2 FEET WEST OF A WIRE FENCE, AND ABOUT 2 FEET
 FC1492'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 78 1935
 FC1492'AND SET IN THE TOP OF A CONCRETE POST.
 FC1492
 FC1492                          STATION RECOVERY (2002)
 FC1492
 FC1492'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0171 ***********************************************************************
 GC0171  DESIGNATION -  Y 79
 GC0171  PID         -  GC0171
 GC0171  STATE/COUNTY-  TN/WILSON
 GC0171  USGS QUAD   -  WATERTOWN (1994)
 GC0171
 GC0171                         *CURRENT SURVEY CONTROL
 GC0171  ___________________________________________________________________
 GC0171* NAD 83(1986)-  36 05 55.     (N)    086 07 56.     (W)     SCALED    
 GC0171* NAVD 88     -       199.967  (meters)     656.06   (feet)  ADJUSTED  
 GC0171  ___________________________________________________________________
 GC0171  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0171  DYNAMIC HT  -         199.795 (meters)     655.49  (feet)  COMP
 GC0171  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0171
 GC0171  VERT ORDER  -  SECOND    CLASS 0
 GC0171
 GC0171.The horizontal coordinates were scaled from a topographic map and have
 GC0171.an estimated accuracy of +/- 6 seconds.
 GC0171
 GC0171.The orthometric height was determined by differential leveling
 GC0171.and adjusted by the National Geodetic Survey in June 1991..
 GC0171
 GC0171.The geoid height was determined by GEOID03.
 GC0171
 GC0171.The dynamic height is computed by dividing the NAVD 88
 GC0171.geopotential number by the normal gravity value computed on the
 GC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0171.degrees latitude (g = 980.6199 gals.).
 GC0171
 GC0171.The modeled gravity was interpolated from observed gravity values.
 GC0171
 GC0171;                    North         East    Units  Estimated Accuracy
 GC0171;SPC TN       -   195,870.      588,090.      MT  (+/- 180 meters Scaled)
 GC0171
 GC0171                          SUPERSEDED SURVEY CONTROL
 GC0171
 GC0171  NGVD 29 (??/??/92)  200.022  (m)          656.24   (f) ADJ UNCH    2 0
 GC0171
 GC0171.Superseded values are not recommended for survey control.
 GC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0171.See file dsdata.txt to determine how the superseded data were derived.
 GC0171
 GC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE781952(NAD 83)
 GC0171_MARKER: DB = BENCH MARK DISK
 GC0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0171_STAMPING: Y 79 1935
 GC0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0171+STABILITY: SURFACE MOTION
 GC0171
 GC0171  HISTORY     - Date     Condition        Report By
 GC0171  HISTORY     - 1935     MONUMENTED       CGS
 GC0171
 GC0171                          STATION DESCRIPTION
 GC0171
 GC0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0171'AT WATERTOWN.
 GC0171'AT WATERTOWN, WILSON COUNTY, 109 FEET EAST OF THE EAST END OF THE
 GC0171'TENNESSEE CENTRAL RAILWAY STATION, 32 FEET NORTH OF THE NORTH
 GC0171'RAIL OF THE MAIN TRACK, 11 FEET SOUTH OF THE SOUTH RAIL OF A
 GC0171'SIDETRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 GC0171'Y 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0442 ***********************************************************************
 GC0442  DESIGNATION -  Y 8
 GC0442  PID         -  GC0442
 GC0442  STATE/COUNTY-  TN/DAVIDSON
 GC0442  USGS QUAD   -  OAK HILL (1968)
 GC0442
 GC0442                         *CURRENT SURVEY CONTROL
 GC0442  ___________________________________________________________________
 GC0442* NAD 83(1986)-  36 03 43.     (N)    086 46 17.     (W)     SCALED    
 GC0442* NAVD 88     -       199.440  (meters)     654.33   (feet)  POSTED    
 GC0442  ___________________________________________________________________
 GC0442  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0442  DYNAMIC HT  -         199.270 (meters)     653.77  (feet)  COMP
 GC0442  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0442
 GC0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GC0442
 GC0442.The horizontal coordinates were scaled from a topographic map and have
 GC0442.an estimated accuracy of +/- 6 seconds.
 GC0442
 GC0442.The orthometric height was determined by differential leveling
 GC0442.and adjusted by the National Geodetic Survey in 1992..
 GC0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GC0442.rate of 1.1 thru 2.0 mm/km.
 GC0442
 GC0442.The geoid height was determined by GEOID03.
 GC0442
 GC0442.The dynamic height is computed by dividing the NAVD 88
 GC0442.geopotential number by the normal gravity value computed on the
 GC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0442.degrees latitude (g = 980.6199 gals.).
 GC0442
 GC0442.The modeled gravity was interpolated from observed gravity values.
 GC0442
 GC0442;                    North         East    Units  Estimated Accuracy
 GC0442;SPC TN       -   192,060.      530,510.      MT  (+/- 180 meters Scaled)
 GC0442
 GC0442                          SUPERSEDED SURVEY CONTROL
 GC0442
 GC0442  NGVD 29 (??/??/92)  199.446  (m)          654.35   (f) ADJ UNCH    1 2
 GC0442
 GC0442.Superseded values are not recommended for survey control.
 GC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0442.See file dsdata.txt to determine how the superseded data were derived.
 GC0442
 GC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE205908(NAD 83)
 GC0442_MARKER: DB = BENCH MARK DISK
 GC0442_SETTING: 66 = SET IN ROCK OUTCROP
 GC0442_SP_SET: ROCK LEDGE
 GC0442_STAMPING: 654.677 Y 8 1931
 GC0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0442+STABILITY: POSITION/ELEVATION WELL
 GC0442
 GC0442  HISTORY     - Date     Condition        Report By
 GC0442  HISTORY     - 1931     MONUMENTED       CGS
 GC0442  HISTORY     - 1949     MARK NOT FOUND   NGS
 GC0442
 GC0442                          STATION DESCRIPTION
 GC0442
 GC0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0442'7.2 MI S FROM NASHVILLE.
 GC0442'7.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0442'UNION STATION AT NASHVILLE, DAVIDSON COUNTY, 0.5 MILE SOUTH OF
 GC0442'THE STATION AT OVERTONS, 2 RAILS NORTH OF AN OVERHEAD CROSSING,
 GC0442'EAST OF A WATER-PIPE LINE, IN A ROCK LEDGE, AND 30 FEET EAST OF
 GC0442'THE EAST RAIL.  A STANDARD DISK, STAMPED 654.677 Y 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1659 ***********************************************************************
 GB1659  DESIGNATION -  Y 80
 GB1659  PID         -  GB1659
 GB1659  STATE/COUNTY-  TN/OVERTON
 GB1659  USGS QUAD   -  OKALONA (1979)
 GB1659
 GB1659                         *CURRENT SURVEY CONTROL
 GB1659  ___________________________________________________________________
 GB1659* NAD 83(1986)-  36 18 04.     (N)    085 20 58.     (W)     SCALED    
 GB1659* NAVD 88     -       324.229  (meters)    1063.74   (feet)  ADJUSTED  
 GB1659  ___________________________________________________________________
 GB1659  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB1659  DYNAMIC HT  -         323.939 (meters)    1062.79  (feet)  COMP
 GB1659  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 GB1659
 GB1659  VERT ORDER  -  SECOND    CLASS 0
 GB1659
 GB1659.The horizontal coordinates were scaled from a topographic map and have
 GB1659.an estimated accuracy of +/- 6 seconds.
 GB1659
 GB1659.The orthometric height was determined by differential leveling
 GB1659.and adjusted by the National Geodetic Survey in June 1991..
 GB1659
 GB1659.The geoid height was determined by GEOID03.
 GB1659
 GB1659.The dynamic height is computed by dividing the NAVD 88
 GB1659.geopotential number by the normal gravity value computed on the
 GB1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1659.degrees latitude (g = 980.6199 gals.).
 GB1659
 GB1659.The modeled gravity was interpolated from observed gravity values.
 GB1659
 GB1659;                    North         East    Units  Estimated Accuracy
 GB1659;SPC TN       -   218,520.      658,430.      MT  (+/- 180 meters Scaled)
 GB1659
 GB1659                          SUPERSEDED SURVEY CONTROL
 GB1659
 GB1659  NGVD 29 (??/??/92)  324.313  (m)         1064.02   (f) ADJ UNCH    2 0
 GB1659
 GB1659.Superseded values are not recommended for survey control.
 GB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1659.See file dsdata.txt to determine how the superseded data were derived.
 GB1659
 GB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF481186(NAD 83)
 GB1659_MARKER: DB = BENCH MARK DISK
 GB1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1659_STAMPING: Y 80 1935
 GB1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1659+STABILITY: SURFACE MOTION
 GB1659
 GB1659  HISTORY     - Date     Condition        Report By
 GB1659  HISTORY     - 1935     MONUMENTED       CGS
 GB1659
 GB1659                          STATION DESCRIPTION
 GB1659
 GB1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1659'6.8 MI N FROM LIVINGSTON.
 GB1659'6.8 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COURTHOUSE AT
 GB1659'LIVINGSTON, OVERTON COUNTY, 85 YARDS SOUTH OF A HOUSE OWNED BY
 GB1659'K. CLARKE, 70 YARDS SOUTH OF A LARGE SIGN-BOARD, 28 FEET EAST OF
 GB1659'THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A RAIL FENCE, AND
 GB1659'ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1659'Y 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1347 ***********************************************************************
 GB1347  DESIGNATION -  Y 81
 GB1347  PID         -  GB1347
 GB1347  STATE/COUNTY-  TN/CLAY
 GB1347  USGS QUAD   -  CELINA (1981)
 GB1347
 GB1347                         *CURRENT SURVEY CONTROL
 GB1347  ___________________________________________________________________
 GB1347* NAD 83(1986)-  36 31 49.     (N)    085 30 17.     (W)     SCALED    
 GB1347* NAVD 88     -       188.552  (meters)     618.61   (feet)  ADJUSTED  
 GB1347  ___________________________________________________________________
 GB1347  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB1347  DYNAMIC HT  -         188.391 (meters)     618.08  (feet)  COMP
 GB1347  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 GB1347
 GB1347  VERT ORDER  -  SECOND    CLASS 0
 GB1347
 GB1347.The horizontal coordinates were scaled from a topographic map and have
 GB1347.an estimated accuracy of +/- 6 seconds.
 GB1347
 GB1347.The orthometric height was determined by differential leveling
 GB1347.and adjusted by the National Geodetic Survey in June 1991..
 GB1347
 GB1347.The geoid height was determined by GEOID03.
 GB1347
 GB1347.The dynamic height is computed by dividing the NAVD 88
 GB1347.geopotential number by the normal gravity value computed on the
 GB1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1347.degrees latitude (g = 980.6199 gals.).
 GB1347
 GB1347.The modeled gravity was interpolated from observed gravity values.
 GB1347
 GB1347;                    North         East    Units  Estimated Accuracy
 GB1347;SPC TN       -   243,870.      644,360.      MT  (+/- 180 meters Scaled)
 GB1347
 GB1347                          SUPERSEDED SURVEY CONTROL
 GB1347
 GB1347  NGVD 29 (??/??/92)  188.660  (m)          618.96   (f) ADJ UNCH    2 0
 GB1347
 GB1347.Superseded values are not recommended for survey control.
 GB1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1347.See file dsdata.txt to determine how the superseded data were derived.
 GB1347
 GB1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338438(NAD 83)
 GB1347_MARKER: DB = BENCH MARK DISK
 GB1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1347_STAMPING: Y 81 1935
 GB1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1347+STABILITY: SURFACE MOTION
 GB1347
 GB1347  HISTORY     - Date     Condition        Report By
 GB1347  HISTORY     - 1935     MONUMENTED       CGS
 GB1347  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB1347
 GB1347                          STATION DESCRIPTION
 GB1347
 GB1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1347'1.7 MI SE FROM CELINA.
 GB1347'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 52 FROM THE COURTHOUSE
 GB1347'AT CELINA, CLAY COUNTY, 0.2 MILE EAST OF THE INTERSECTION OF
 GB1347'STATE HIGHWAY 53, 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GB1347'7 FEET NORTHEAST OF A FENCE CORNER, 5 FEET NORTH OF THE
 GB1347'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1347'DISK, STAMPED Y 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1347
 GB1347                          STATION RECOVERY (1968)
 GB1347
 GB1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0073 ***********************************************************************
 GC0073  DESIGNATION -  Y 82
 GC0073  PID         -  GC0073
 GC0073  STATE/COUNTY-  TN/MACON
 GC0073  USGS QUAD   -  LAFAYETTE (1983)
 GC0073
 GC0073                         *CURRENT SURVEY CONTROL
 GC0073  ___________________________________________________________________
 GC0073* NAD 83(1986)-  36 31 10.     (N)    086 01 59.     (W)     SCALED    
 GC0073* NAVD 88     -       300.349  (meters)     985.39   (feet)  ADJUSTED  
 GC0073  ___________________________________________________________________
 GC0073  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC0073  DYNAMIC HT  -         300.098 (meters)     984.57  (feet)  COMP
 GC0073  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GC0073
 GC0073  VERT ORDER  -  SECOND    CLASS 0
 GC0073
 GC0073.The horizontal coordinates were scaled from a topographic map and have
 GC0073.an estimated accuracy of +/- 6 seconds.
 GC0073
 GC0073.The orthometric height was determined by differential leveling
 GC0073.and adjusted by the National Geodetic Survey in June 1991..
 GC0073
 GC0073.The geoid height was determined by GEOID03.
 GC0073
 GC0073.The dynamic height is computed by dividing the NAVD 88
 GC0073.geopotential number by the normal gravity value computed on the
 GC0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0073.degrees latitude (g = 980.6199 gals.).
 GC0073
 GC0073.The modeled gravity was interpolated from observed gravity values.
 GC0073
 GC0073;                    North         East    Units  Estimated Accuracy
 GC0073;SPC TN       -   242,550.      597,040.      MT  (+/- 180 meters Scaled)
 GC0073
 GC0073                          SUPERSEDED SURVEY CONTROL
 GC0073
 GC0073  NGVD 29 (??/??/92)  300.432  (m)          985.67   (f) ADJ UNCH    2 0
 GC0073
 GC0073.Superseded values are not recommended for survey control.
 GC0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0073.See file dsdata.txt to determine how the superseded data were derived.
 GC0073
 GC0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF865420(NAD 83)
 GC0073_MARKER: DB = BENCH MARK DISK
 GC0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0073_STAMPING: Y 82 1935
 GC0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0073+STABILITY: SURFACE MOTION
 GC0073
 GC0073  HISTORY     - Date     Condition        Report By
 GC0073  HISTORY     - 1935     MONUMENTED       CGS
 GC0073
 GC0073                          STATION DESCRIPTION
 GC0073
 GC0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0073'AT LAFAYETTE.
 GC0073'AT LAFAYETTE, MACON COUNTY, AT THE MACON COUNTY SCHOOL ON STATE
 GC0073'HIGHWAY 10, 32 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC0073'BUILDING, 26 YARDS SOUTH OF A CONCRETE WALK LEADING TO THE ENTRANCE,
 GC0073'29.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET
 GC0073'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 82 1935 AND
 GC0073'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1766 ***********************************************************************
 GB1766  DESIGNATION -  Y 83
 GB1766  PID         -  GB1766
 GB1766  STATE/COUNTY-  TN/PUTNAM
 GB1766  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1766
 GB1766                         *CURRENT SURVEY CONTROL
 GB1766  ___________________________________________________________________
 GB1766* NAD 83(1986)-  36 06 52.     (N)    085 46 29.     (W)     SCALED    
 GB1766* NAVD 88     -       192.552  (meters)     631.73   (feet)  ADJUSTED  
 GB1766  ___________________________________________________________________
 GB1766  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1766  DYNAMIC HT  -         192.383 (meters)     631.18  (feet)  COMP
 GB1766  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GB1766
 GB1766  VERT ORDER  -  SECOND    CLASS 0
 GB1766
 GB1766.The horizontal coordinates were scaled from a topographic map and have
 GB1766.an estimated accuracy of +/- 6 seconds.
 GB1766
 GB1766.The orthometric height was determined by differential leveling
 GB1766.and adjusted by the National Geodetic Survey in June 1991..
 GB1766
 GB1766.The geoid height was determined by GEOID03.
 GB1766
 GB1766.The dynamic height is computed by dividing the NAVD 88
 GB1766.geopotential number by the normal gravity value computed on the
 GB1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1766.degrees latitude (g = 980.6199 gals.).
 GB1766
 GB1766.The modeled gravity was interpolated from observed gravity values.
 GB1766
 GB1766;                    North         East    Units  Estimated Accuracy
 GB1766;SPC TN       -   197,640.      620,280.      MT  (+/- 180 meters Scaled)
 GB1766
 GB1766                          SUPERSEDED SURVEY CONTROL
 GB1766
 GB1766  NGVD 29 (??/??/92)  192.621  (m)          631.96   (f) ADJ UNCH    2 0
 GB1766
 GB1766.Superseded values are not recommended for survey control.
 GB1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1766.See file dsdata.txt to determine how the superseded data were derived.
 GB1766
 GB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE102973(NAD 83)
 GB1766_MARKER: DB = BENCH MARK DISK
 GB1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1766_STAMPING: Y 83 1935
 GB1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1766+STABILITY: SURFACE MOTION
 GB1766
 GB1766  HISTORY     - Date     Condition        Report By
 GB1766  HISTORY     - 1935     MONUMENTED       CGS
 GB1766  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1766
 GB1766                          STATION DESCRIPTION
 GB1766
 GB1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1766'1.9 MI SE FROM BUFFALO VALLEY.
 GB1766'1.9 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1766'THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, 125 YARDS SOUTHEAST
 GB1766'OF H.P. ALCORN RESIDENCE, 24 FEET SOUTH OF THE CENTERLINE OF
 GB1766'THE ROAD TO SILVER POINT, 22 FEET NORTH OF THE NORTH RAIL, AND
 GB1766'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GB1766'STAMPED Y 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1766
 GB1766                          STATION RECOVERY (1960)
 GB1766
 GB1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0016 ***********************************************************************
 GC0016  DESIGNATION -  Y 85
 GC0016  PID         -  GC0016
 GC0016  STATE/COUNTY-  TN/SUMNER
 GC0016  USGS QUAD   -  TURNERS STATION (1979)
 GC0016
 GC0016                         *CURRENT SURVEY CONTROL
 GC0016  ___________________________________________________________________
 GC0016* NAD 83(1986)-  36 36 27.     (N)    086 16 05.     (W)     SCALED    
 GC0016* NAVD 88     -       221.841  (meters)     727.82   (feet)  ADJUSTED  
 GC0016  ___________________________________________________________________
 GC0016  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC0016  DYNAMIC HT  -         221.662 (meters)     727.24  (feet)  COMP
 GC0016  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 GC0016
 GC0016  VERT ORDER  -  SECOND    CLASS 0
 GC0016
 GC0016.The horizontal coordinates were scaled from a topographic map and have
 GC0016.an estimated accuracy of +/- 6 seconds.
 GC0016
 GC0016.The orthometric height was determined by differential leveling
 GC0016.and adjusted by the National Geodetic Survey in June 1991..
 GC0016
 GC0016.The geoid height was determined by GEOID03.
 GC0016
 GC0016.The dynamic height is computed by dividing the NAVD 88
 GC0016.geopotential number by the normal gravity value computed on the
 GC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0016.degrees latitude (g = 980.6199 gals.).
 GC0016
 GC0016.The modeled gravity was interpolated from observed gravity values.
 GC0016
 GC0016;                    North         East    Units  Estimated Accuracy
 GC0016;SPC TN       -   252,360.      576,020.      MT  (+/- 180 meters Scaled)
 GC0016
 GC0016                          SUPERSEDED SURVEY CONTROL
 GC0016
 GC0016  NGVD 29 (??/??/92)  221.960  (m)          728.21   (f) ADJ UNCH    2 0
 GC0016
 GC0016.Superseded values are not recommended for survey control.
 GC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0016.See file dsdata.txt to determine how the superseded data were derived.
 GC0016
 GC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF654515(NAD 83)
 GC0016_MARKER: DB = BENCH MARK DISK
 GC0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0016_STAMPING: Y 85 1935
 GC0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0016+STABILITY: SURFACE MOTION
 GC0016
 GC0016  HISTORY     - Date     Condition        Report By
 GC0016  HISTORY     - 1935     MONUMENTED       CGS
 GC0016  HISTORY     - 1961     GOOD             NGS
 GC0016
 GC0016                          STATION DESCRIPTION
 GC0016
 GC0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0016'1.4 MI S FROM SUGAR GROVE.
 GC0016'1.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 GC0016'STATION AT SUGAR GROVE, SUMNER COUNTY, 340 YARDS SOUTH OF MILEPOST
 GC0016'L 182, 39 FEET SOUTH OF THE SOUTH END OF BRIDGE NO. 36, 30 FEET EAST
 GC0016'OF THE CENTERLINE OF U.S. HIGHWAY 31 E, 13.8 FEET WEST OF THE TRACK,
 GC0016'AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 GC0016'STAMPED Y 85 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 GC0016'THE MARK HAS BEEN CHIPPED AND MAY HAVE BEEN DISTURBED, ALSO THE R.R.
 GC0016'STATION AT SUGAR GROVE HAS BEEN TORN DOWN.
 GC0016
 GC0016                          STATION RECOVERY (1961)
 GC0016
 GC0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0358 ***********************************************************************
 GC0358  DESIGNATION -  Y 86
 GC0358  PID         -  GC0358
 GC0358  STATE/COUNTY-  TN/DAVIDSON
 GC0358  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0358
 GC0358                         *CURRENT SURVEY CONTROL
 GC0358  ___________________________________________________________________
 GC0358* NAD 83(1986)-  36 10 17.     (N)    086 46 45.     (W)     SCALED    
 GC0358* NAVD 88     -       132.844  (meters)     435.84   (feet)  ADJUSTED  
 GC0358  ___________________________________________________________________
 GC0358  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0358  DYNAMIC HT  -         132.730 (meters)     435.46  (feet)  COMP
 GC0358  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 GC0358
 GC0358  VERT ORDER  -  SECOND    CLASS 0
 GC0358
 GC0358.The horizontal coordinates were scaled from a topographic map and have
 GC0358.an estimated accuracy of +/- 6 seconds.
 GC0358
 GC0358.The orthometric height was determined by differential leveling
 GC0358.and adjusted by the National Geodetic Survey in June 1991..
 GC0358
 GC0358.The geoid height was determined by GEOID03.
 GC0358
 GC0358.The dynamic height is computed by dividing the NAVD 88
 GC0358.geopotential number by the normal gravity value computed on the
 GC0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0358.degrees latitude (g = 980.6199 gals.).
 GC0358
 GC0358.The modeled gravity was interpolated from observed gravity values.
 GC0358
 GC0358;                    North         East    Units  Estimated Accuracy
 GC0358;SPC TN       -   204,210.      529,900.      MT  (+/- 180 meters Scaled)
 GC0358
 GC0358                          SUPERSEDED SURVEY CONTROL
 GC0358
 GC0358  NGVD 29 (??/??/92)  132.861  (m)          435.89   (f) ADJ UNCH    2 0
 GC0358
 GC0358.Superseded values are not recommended for survey control.
 GC0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0358.See file dsdata.txt to determine how the superseded data were derived.
 GC0358
 GC0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF198029(NAD 83)
 GC0358_MARKER: DB = BENCH MARK DISK
 GC0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0358_SP_SET: BRIDGE
 GC0358_STAMPING: Y 86 1935
 GC0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0358
 GC0358  HISTORY     - Date     Condition        Report By
 GC0358  HISTORY     - 1935     MONUMENTED       CGS
 GC0358  HISTORY     - 1960     GOOD             NGS
 GC0358  HISTORY     - 1961     GOOD             NGS
 GC0358
 GC0358                          STATION DESCRIPTION
 GC0358
 GC0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0358'AT NASHVILLE.
 GC0358'AT NASHVILLE, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0358'RAILROAD, AT THE DRAWBRIDGE OVER CUMBERLAND RIVER, AT THE EXTREME
 GC0358'SOUTHWEST END OF THE BRIDGE, IN THE TOP OF THE CONCRETE ABUTMENT,
 GC0358'7.6 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 GC0358'BASE OF THE RAIL.  A STANDARD DISK, STAMPED Y 86 1935.
 GC0358
 GC0358                          STATION RECOVERY (1961)
 GC0358
 GC0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0188 ***********************************************************************
 GC0188  DESIGNATION -  Y 87
 GC0188  PID         -  GC0188
 GC0188  STATE/COUNTY-  TN/SUMNER
 GC0188  USGS QUAD   -  GALLATIN (1983)
 GC0188
 GC0188                         *CURRENT SURVEY CONTROL
 GC0188  ___________________________________________________________________
 GC0188* NAD 83(1986)-  36 25 29.     (N)    086 27 28.     (W)     SCALED    
 GC0188* NAVD 88     -       174.780  (meters)     573.42   (feet)  ADJUSTED  
 GC0188  ___________________________________________________________________
 GC0188  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0188  DYNAMIC HT  -         174.637 (meters)     572.95  (feet)  COMP
 GC0188  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GC0188
 GC0188  VERT ORDER  -  SECOND    CLASS 0
 GC0188
 GC0188.The horizontal coordinates were scaled from a topographic map and have
 GC0188.an estimated accuracy of +/- 6 seconds.
 GC0188
 GC0188.The orthometric height was determined by differential leveling
 GC0188.and adjusted by the National Geodetic Survey in June 1991..
 GC0188
 GC0188.The geoid height was determined by GEOID03.
 GC0188
 GC0188.The dynamic height is computed by dividing the NAVD 88
 GC0188.geopotential number by the normal gravity value computed on the
 GC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0188.degrees latitude (g = 980.6199 gals.).
 GC0188
 GC0188.The modeled gravity was interpolated from observed gravity values.
 GC0188
 GC0188;                    North         East    Units  Estimated Accuracy
 GC0188;SPC TN       -   232,140.      558,950.      MT  (+/- 180 meters Scaled)
 GC0188
 GC0188                          SUPERSEDED SURVEY CONTROL
 GC0188
 GC0188  NGVD 29 (??/??/92)  174.861  (m)          573.69   (f) ADJ UNCH    2 0
 GC0188
 GC0188.Superseded values are not recommended for survey control.
 GC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0188.See file dsdata.txt to determine how the superseded data were derived.
 GC0188
 GC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF486311(NAD 83)
 GC0188_MARKER: DB = BENCH MARK DISK
 GC0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0188_STAMPING: Y 87 1935
 GC0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0188+STABILITY: SURFACE MOTION
 GC0188
 GC0188  HISTORY     - Date     Condition        Report By
 GC0188  HISTORY     - 1935     MONUMENTED       CGS
 GC0188  HISTORY     - 1955     MARK NOT FOUND   NGS
 GC0188
 GC0188                          STATION DESCRIPTION
 GC0188
 GC0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GC0188'2.4 MI N FROM GALLATIN.
 GC0188'2.4 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0188'FROM THE STATION AT GALLATIN, SUMNER COUNTY, 234 YARDS SOUTH OF
 GC0188'SEMAPHORE 1516, 316 FEET WEST OF THE WEST RAIL, 2 FEET WEST
 GC0188'OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE BASE OF THE
 GC0188'RAIL.  A STANDARD DISK, STAMPED Y 87 1935 AND SET IN THE TOP
 GC0188'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1612 ***********************************************************************
 FE1612  DESIGNATION -  Y 88
 FE1612  PID         -  FE1612
 FE1612  STATE/COUNTY-  TN/LAUDERDALE
 FE1612  USGS QUAD   -  GOLDDUST (1983)
 FE1612
 FE1612                         *CURRENT SURVEY CONTROL
 FE1612  ___________________________________________________________________
 FE1612* NAD 83(1986)-  35 42 21.     (N)    089 45 55.     (W)     SCALED    
 FE1612* NAVD 88     -        75.025  (meters)     246.14   (feet)  ADJUSTED  
 FE1612  ___________________________________________________________________
 FE1612  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1612  DYNAMIC HT  -          74.962 (meters)     245.94  (feet)  COMP
 FE1612  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1612
 FE1612  VERT ORDER  -  FIRST     CLASS II
 FE1612
 FE1612.The horizontal coordinates were scaled from a topographic map and have
 FE1612.an estimated accuracy of +/- 6 seconds.
 FE1612
 FE1612.The orthometric height was determined by differential leveling
 FE1612.and adjusted by the National Geodetic Survey in June 1991..
 FE1612
 FE1612.The geoid height was determined by GEOID03.
 FE1612
 FE1612.The dynamic height is computed by dividing the NAVD 88
 FE1612.geopotential number by the normal gravity value computed on the
 FE1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1612.degrees latitude (g = 980.6199 gals.).
 FE1612
 FE1612.The modeled gravity was interpolated from observed gravity values.
 FE1612
 FE1612;                    North         East    Units  Estimated Accuracy
 FE1612;SPC TN       -   158,830.      259,350.      MT  (+/- 180 meters Scaled)
 FE1612
 FE1612                          SUPERSEDED SURVEY CONTROL
 FE1612
 FE1612  NGVD 29 (??/??/??)   74.985  (m)          246.01   (f) ADJUSTED    1 2
 FE1612
 FE1612.Superseded values are not recommended for survey control.
 FE1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1612.See file dsdata.txt to determine how the superseded data were derived.
 FE1612
 FE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE498548(NAD 83)
 FE1612_MARKER: DB = BENCH MARK DISK
 FE1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1612_STAMPING: Y 88 1957
 FE1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1612+STABILITY: SURFACE MOTION
 FE1612
 FE1612  HISTORY     - Date     Condition        Report By
 FE1612  HISTORY     - 1957     MONUMENTED       CGS
 FE1612  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1612
 FE1612                          STATION DESCRIPTION
 FE1612
 FE1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1612'4.3 MI NW FROM THREE POINT.
 FE1612'4.3 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 FE1612'STATE HIGHWAY 87 AT THREE POINT, 47 FEET NORTH OF THE CENTER
 FE1612'LINE OF THE ROAD, 137 FEET EAST OF THE EAST EDGE OF A SWAMP ON
 FE1612'THE NORTH SIDE OF THE ROAD, 124 FEET EAST-SOUTHEAST OF A WELL
 FE1612'PUMP, 85 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNPAINTED
 FE1612'FRAME HOUSE, 17 1/2 FEET EAST OF A POWER LINE POLE AND NEAR TWO
 FE1612'POWER LINE POLE GUY RODS, 2 FEET EAST OF A WHITE WOODEN WITNESS
 FE1612'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1612'POST PROJECTING 4 INCHES.
 FE1612
 FE1612                          STATION RECOVERY (2002)
 FE1612
 FE1612'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1613 ***********************************************************************
 FE1613  DESIGNATION -  Y 88 RESET
 FE1613  PID         -  FE1613
 FE1613  STATE/COUNTY-  TN/LAUDERDALE
 FE1613  USGS QUAD   -  GOLDDUST (1983)
 FE1613
 FE1613                         *CURRENT SURVEY CONTROL
 FE1613  ___________________________________________________________________
 FE1613* NAD 83(1986)-  35 42 23.     (N)    089 46 19.     (W)     SCALED    
 FE1613* NAVD 88     -        75.56   (+/-2cm)     247.9    (feet)  VERTCON   
 FE1613  ___________________________________________________________________
 FE1613  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE1613
 FE1613  VERT ORDER  -  ? (See Below)
 FE1613
 FE1613.The horizontal coordinates were scaled from a topographic map and have
 FE1613.an estimated accuracy of +/- 6 seconds.
 FE1613
 FE1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1613.The vertical order pertains to the NGVD 29 superseded value.
 FE1613
 FE1613.The geoid height was determined by GEOID03.
 FE1613
 FE1613;                    North         East    Units  Estimated Accuracy
 FE1613;SPC TN       -   158,920.      258,750.      MT  (+/- 180 meters Scaled)
 FE1613
 FE1613                          SUPERSEDED SURVEY CONTROL
 FE1613
 FE1613  NGVD 29 (??/??/??)   75.525  (m)          247.78   (f) ADJUSTED    ?  
 FE1613
 FE1613.Superseded values are not recommended for survey control.
 FE1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1613.See file dsdata.txt to determine how the superseded data were derived.
 FE1613
 FE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE492549(NAD 83)
 FE1613_MARKER: DD = SURVEY DISK
 FE1613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1613_SP_SET: 25 FEET
 FE1613_STAMPING: Y 88 RESET 1972
 FE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1613
 FE1613  HISTORY     - Date     Condition        Report By
 FE1613  HISTORY     - 1972     MONUMENTED       USGS
 FE1613
 FE1613                          STATION DESCRIPTION
 FE1613
 FE1613'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FE1613'4.6 MI W FROM THREE POINT.
 FE1613'4.6 MILES WEST ALONG A BLACKTOP ROAD FROM THE JUNCTION OF STATE
 FE1613'HIGHWAY 87 AT THREE POINT, AT A STEEL EQUIPMENT BARN OWNED BY
 FE1613'MR. HOBSON WAKEFIELD, 75 FEET NORTH OF THE CENTER LINE OF THE
 FE1613'ROAD, 1.7 FEET SOUTH AND 1 FOOT EAST OF THE SOUTHWEST CORNER OF
 FE1613'THE STEEL BARN (40 FT X 80 FT), 1 FOOT EAST OF A WITNESS POST
 FE1613'AND ON TOP OF A COPPER WELD STEEL ROD DRIVEN TO A DEPTH OF 25
 FE1613'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1686 ***********************************************************************
 FE1686  DESIGNATION -  Y 89
 FE1686  PID         -  FE1686
 FE1686  STATE/COUNTY-  TN/TIPTON
 FE1686  USGS QUAD   -  NODENA (1983)
 FE1686
 FE1686                         *CURRENT SURVEY CONTROL
 FE1686  ___________________________________________________________________
 FE1686* NAD 83(1986)-  35 30 49.     (N)    089 57 14.     (W)     SCALED    
 FE1686* NAVD 88     -        73.831  (meters)     242.23   (feet)  ADJUSTED  
 FE1686  ___________________________________________________________________
 FE1686  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1686  DYNAMIC HT  -          73.767 (meters)     242.02  (feet)  COMP
 FE1686  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 FE1686
 FE1686  VERT ORDER  -  FIRST     CLASS II
 FE1686
 FE1686.The horizontal coordinates were scaled from a topographic map and have
 FE1686.an estimated accuracy of +/- 6 seconds.
 FE1686
 FE1686.The orthometric height was determined by differential leveling
 FE1686.and adjusted by the National Geodetic Survey in June 1991..
 FE1686
 FE1686.The geoid height was determined by GEOID03.
 FE1686
 FE1686.The dynamic height is computed by dividing the NAVD 88
 FE1686.geopotential number by the normal gravity value computed on the
 FE1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1686.degrees latitude (g = 980.6199 gals.).
 FE1686
 FE1686.The modeled gravity was interpolated from observed gravity values.
 FE1686
 FE1686;                    North         East    Units  Estimated Accuracy
 FE1686;SPC TN       -   138,200.      241,440.      MT  (+/- 180 meters Scaled)
 FE1686
 FE1686                          SUPERSEDED SURVEY CONTROL
 FE1686
 FE1686  NGVD 29 (??/??/??)   73.802  (m)          242.13   (f) ADJUSTED    1 2
 FE1686
 FE1686.Superseded values are not recommended for survey control.
 FE1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1686.See file dsdata.txt to determine how the superseded data were derived.
 FE1686
 FE1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE321340(NAD 83)
 FE1686_MARKER: DB = BENCH MARK DISK
 FE1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1686_STAMPING: Y 89 1957
 FE1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1686+STABILITY: SURFACE MOTION
 FE1686
 FE1686  HISTORY     - Date     Condition        Report By
 FE1686  HISTORY     - 1957     MONUMENTED       CGS
 FE1686  HISTORY     - 20020412 POOR             USACE
 FE1686
 FE1686                          STATION DESCRIPTION
 FE1686
 FE1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1686'5.8 MI W FROM RANDOLPH.
 FE1686'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1686'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1686'ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59, THENCE 0.7
 FE1686'MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE WEST-NORTHWEST
 FE1686'ALONG A GRAVEL ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FE1686'154 FEET WEST-NORTHWEST OF WEST EDGE OF A CULTIVATED FIELD,
 FE1686'83 FEET NORTHWEST AND ACROSS THE ROAD FROM THE FIRST POWER LINE
 FE1686'POLE WEST OF THE CULTIVATED FIELD, 24 FEET WEST OF A BLAZED 9
 FE1686'INCH ELM TREE, 14 FEET SOUTH OF A BLAZED 8 INCH ELM TREE, 2 FEET
 FE1686'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 FE1686'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 FE1686'ABOVE THE GROUND.
 FE1686
 FE1686                          STATION RECOVERY (2002)
 FE1686
 FE1686'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1686'NEW BOAT RAMP PARKING LOT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0847 ***********************************************************************
 FD0847  DESIGNATION -  Y 9 RESET
 FD0847  PID         -  FD0847
 FD0847  STATE/COUNTY-  TN/LAWRENCE
 FD0847  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0847
 FD0847                         *CURRENT SURVEY CONTROL
 FD0847  ___________________________________________________________________
 FD0847* NAD 83(1986)-  35 14 28.     (N)    087 20 06.     (W)     SCALED    
 FD0847* NAVD 88     -       270.620  (meters)     887.86   (feet)  ADJUSTED  
 FD0847  ___________________________________________________________________
 FD0847  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0847  DYNAMIC HT  -         270.362 (meters)     887.01  (feet)  COMP
 FD0847  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FD0847
 FD0847  VERT ORDER  -  FIRST     CLASS II
 FD0847
 FD0847.The horizontal coordinates were scaled from a topographic map and have
 FD0847.an estimated accuracy of +/- 6 seconds.
 FD0847
 FD0847.The orthometric height was determined by differential leveling
 FD0847.and adjusted by the National Geodetic Survey in June 1991..
 FD0847
 FD0847.The geoid height was determined by GEOID03.
 FD0847
 FD0847.The dynamic height is computed by dividing the NAVD 88
 FD0847.geopotential number by the normal gravity value computed on the
 FD0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0847.degrees latitude (g = 980.6199 gals.).
 FD0847
 FD0847.The modeled gravity was interpolated from observed gravity values.
 FD0847
 FD0847;                    North         East    Units  Estimated Accuracy
 FD0847;SPC TN       -   101,550.      478,490.      MT  (+/- 180 meters Scaled)
 FD0847
 FD0847                          SUPERSEDED SURVEY CONTROL
 FD0847
 FD0847.No superseded survey control is available for this station.
 FD0847
 FD0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD695998(NAD 83)
 FD0847_MARKER: DB = BENCH MARK DISK
 FD0847_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0847+WITH SETTING: PAVEMENT
 FD0847_STAMPING: Y 9 RESET 1971
 FD0847_MARK LOGO: NGS   
 FD0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0847+STABILITY: SURFACE MOTION
 FD0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0847+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0847
 FD0847  HISTORY     - Date     Condition        Report By
 FD0847  HISTORY     - 1971     MONUMENTED       NGS
 FD0847  HISTORY     - 1983     GOOD             NGS
 FD0847  HISTORY     - 20010226 GOOD             TNDT
 FD0847
 FD0847                          STATION DESCRIPTION
 FD0847
 FD0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FD0847'AT LAWRENCEBURG.
 FD0847'THE MARK IS LOCATED IN THE CONCRETE SLAB SUPPORTING THE STONE
 FD0847'BASE OF THE OBELISK MONUMENT COMMEMORATING THE MEXICAN WAR DEAD
 FD0847'OF LAWRENCE COUNTY, IN THE LAWRENCEBURG PUBLIC SQUARE, AND ON
 FD0847'TANGENT WITH THE CENTERLINE OF MILITARY AVENUE AND NORTH OF
 FD0847'THE DAVY CROCKETT MONUMENT.  IT IS 10.5 FEET EAST-NORTHEAST
 FD0847'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 10.5 FEET
 FD0847'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 1.8
 FD0847'FEET SOUTH OF THE SOUTH EDGE OF THE STONE BASE OF THE MONUMENT, AND
 FD0847'ABOUT LEVEL WITH THE SURROUNDING PAVED AREA.  IT IS A STANDARD
 FD0847'C AND GS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE SUPPORTING
 FD0847'CONCRETE SLAB AND THE DISK IS STAMPED Y 9 RESET 1971.
 FD0847
 FD0847                          STATION RECOVERY (1983)
 FD0847
 FD0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0847'RECOVERED IN GOOD CONDITION.
 FD0847
 FD0847                          STATION RECOVERY (2001)
 FD0847
 FD0847'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1408 ***********************************************************************
 FE1408  DESIGNATION -  Y 90
 FE1408  PID         -  FE1408
 FE1408  STATE/COUNTY-  TN/SHELBY
 FE1408  USGS QUAD   -  MILLINGTON (1997)
 FE1408
 FE1408                         *CURRENT SURVEY CONTROL
 FE1408  ___________________________________________________________________
 FE1408* NAD 83(1986)-  35 16 51.     (N)    089 57 08.     (W)     SCALED    
 FE1408* NAVD 88     -        75.731  (meters)     248.46   (feet)  ADJUSTED  
 FE1408  ___________________________________________________________________
 FE1408  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1408  DYNAMIC HT  -          75.664 (meters)     248.24  (feet)  COMP
 FE1408  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FE1408
 FE1408  VERT ORDER  -  SECOND    CLASS 0
 FE1408
 FE1408.The horizontal coordinates were scaled from a topographic map and have
 FE1408.an estimated accuracy of +/- 6 seconds.
 FE1408
 FE1408.The orthometric height was determined by differential leveling
 FE1408.and adjusted by the National Geodetic Survey in June 1991..
 FE1408
 FE1408.The geoid height was determined by GEOID03.
 FE1408
 FE1408.The dynamic height is computed by dividing the NAVD 88
 FE1408.geopotential number by the normal gravity value computed on the
 FE1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1408.degrees latitude (g = 980.6199 gals.).
 FE1408
 FE1408.The modeled gravity was interpolated from observed gravity values.
 FE1408
 FE1408;                    North         East    Units  Estimated Accuracy
 FE1408;SPC TN       -   112,380.      240,550.      MT  (+/- 180 meters Scaled)
 FE1408
 FE1408                          SUPERSEDED SURVEY CONTROL
 FE1408
 FE1408  NGVD 29 (??/??/??)   75.712  (m)          248.40   (f) ADJUSTED    2 0
 FE1408
 FE1408.Superseded values are not recommended for survey control.
 FE1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1408.See file dsdata.txt to determine how the superseded data were derived.
 FE1408
 FE1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE314081(NAD 83)
 FE1408_MARKER: R = RIVET
 FE1408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1408_STAMPING: Y 90 1957
 FE1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1408
 FE1408  HISTORY     - Date     Condition        Report By
 FE1408  HISTORY     - 1957     MONUMENTED       CGS
 FE1408
 FE1408                          STATION DESCRIPTION
 FE1408
 FE1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1408'1.2 MI NE FROM WOODSTOCK.
 FE1408'ABOUT 1.15 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1408'FROM THE STATION AT WOODSTOCK, ABOUT 0.4 MILE SOUTHWEST OF
 FE1408'MILEPOST NO. 379, 40 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 FE1408'THE SOUTH-BOUND TRACK, 268 FEET SOUTHWEST OF FROG POINT OF SOUTH
 FE1408'BOUND TRACK AND SPUR TRACK WEST TO THE GRACE CHEMICAL PLANT, 43
 FE1408'FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF SPUR TRACK,
 FE1408'2 1/2 FEET NORTHEAST OF A FENCE CORNER AND IN LINE WITH
 FE1408'RIGHT-OF-WAY FENCE, 14 FEET ABOVE THE LEVEL OF THE TRACK, A DISK
 FE1408'WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1577 ***********************************************************************
 FE1577  DESIGNATION -  Y 91
 FE1577  PID         -  FE1577
 FE1577  STATE/COUNTY-  TN/LAUDERDALE
 FE1577  USGS QUAD   -  OPEN LAKE (1983)
 FE1577
 FE1577                         *CURRENT SURVEY CONTROL
 FE1577  ___________________________________________________________________
 FE1577* NAD 83(1986)-  35 46 24.     (N)    089 37 39.     (W)     SCALED    
 FE1577* NAVD 88     -        97.200  (meters)     318.90   (feet)  ADJUSTED  
 FE1577  ___________________________________________________________________
 FE1577  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1577  DYNAMIC HT  -          97.117 (meters)     318.62  (feet)  COMP
 FE1577  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 FE1577
 FE1577  VERT ORDER  -  FIRST     CLASS II
 FE1577
 FE1577.The horizontal coordinates were scaled from a topographic map and have
 FE1577.an estimated accuracy of +/- 6 seconds.
 FE1577
 FE1577.The orthometric height was determined by differential leveling
 FE1577.and adjusted by the National Geodetic Survey in June 1991..
 FE1577
 FE1577.The geoid height was determined by GEOID03.
 FE1577
 FE1577.The dynamic height is computed by dividing the NAVD 88
 FE1577.geopotential number by the normal gravity value computed on the
 FE1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1577.degrees latitude (g = 980.6199 gals.).
 FE1577
 FE1577.The modeled gravity was interpolated from observed gravity values.
 FE1577
 FE1577;                    North         East    Units  Estimated Accuracy
 FE1577;SPC TN       -   165,840.      272,090.      MT  (+/- 180 meters Scaled)
 FE1577
 FE1577                          SUPERSEDED SURVEY CONTROL
 FE1577
 FE1577  NGVD 29 (??/??/??)   97.159  (m)          318.76   (f) ADJUSTED    1 2
 FE1577
 FE1577.Superseded values are not recommended for survey control.
 FE1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1577.See file dsdata.txt to determine how the superseded data were derived.
 FE1577
 FE1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE624619(NAD 83)
 FE1577_MARKER: DB = BENCH MARK DISK
 FE1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1577_STAMPING: Y 91 1957
 FE1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1577+STABILITY: SURFACE MOTION
 FE1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1577+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1577
 FE1577  HISTORY     - Date     Condition        Report By
 FE1577  HISTORY     - 1957     MONUMENTED       CGS
 FE1577  HISTORY     - 20020809 GOOD             USACE
 FE1577
 FE1577                          STATION DESCRIPTION
 FE1577
 FE1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1577'2.1 MI W FROM ARP.
 FE1577'2.1 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1577'ELEMENTARY SCHOOL AT ARP, 60 1/2 FEET NORTH OF THE CENTER LINE
 FE1577'OF THE HIGHWAY, 57 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 FE1577'ALONG THE NORTH SIDE OF A HOUSE, 23 1/2 FEET EAST OF THE SOUTHEAST
 FE1577'CORNER OF A WHITE FRAME HOUSE, 39 FEET NORTHWEST OF THE SOUTHWEST
 FE1577'CORNER OF A GARDEN FENCE, 24 FEET WEST OF THE WEST FENCE LINE
 FE1577'OF THE GARDEN, 21 1/2 FEET NORTHEAST OF A 4-INCH FORKED BLACK
 FE1577'LOCUST TREE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 FE1577'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1577
 FE1577                          STATION RECOVERY (2002)
 FE1577
 FE1577'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1577'HOUSE HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1770 ***********************************************************************
 FE1770  DESIGNATION -  Y 92
 FE1770  PID         -  FE1770
 FE1770  STATE/COUNTY-  TN/LAUDERDALE
 FE1770  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1770
 FE1770                         *CURRENT SURVEY CONTROL
 FE1770  ___________________________________________________________________
 FE1770* NAD 83(1986)-  35 44 48.     (N)    089 31 44.     (W)     SCALED    
 FE1770* NAVD 88     -       134.508  (meters)     441.30   (feet)  ADJUSTED  
 FE1770  ___________________________________________________________________
 FE1770  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1770  DYNAMIC HT  -         134.393 (meters)     440.92  (feet)  COMP
 FE1770  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 FE1770
 FE1770  VERT ORDER  -  FIRST     CLASS I
 FE1770
 FE1770.The horizontal coordinates were scaled from a topographic map and have
 FE1770.an estimated accuracy of +/- 6 seconds.
 FE1770
 FE1770.The orthometric height was determined by differential leveling
 FE1770.and adjusted by the National Geodetic Survey in June 1991..
 FE1770
 FE1770.The geoid height was determined by GEOID03.
 FE1770
 FE1770.The dynamic height is computed by dividing the NAVD 88
 FE1770.geopotential number by the normal gravity value computed on the
 FE1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1770.degrees latitude (g = 980.6199 gals.).
 FE1770
 FE1770.The modeled gravity was interpolated from observed gravity values.
 FE1770
 FE1770;                    North         East    Units  Estimated Accuracy
 FE1770;SPC TN       -   162,560.      280,890.      MT  (+/- 180 meters Scaled)
 FE1770
 FE1770                          SUPERSEDED SURVEY CONTROL
 FE1770
 FE1770  NGVD 29 (??/??/??)  134.469  (m)          441.17   (f) ADJUSTED    1 1
 FE1770
 FE1770.Superseded values are not recommended for survey control.
 FE1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1770.See file dsdata.txt to determine how the superseded data were derived.
 FE1770
 FE1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE713588(NAD 83)
 FE1770_MARKER: DB = BENCH MARK DISK
 FE1770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1770_SP_SET: 48 FEET
 FE1770_STAMPING: Y 92 1957
 FE1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1770+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1770
 FE1770  HISTORY     - Date     Condition        Report By
 FE1770  HISTORY     - 1957     MONUMENTED       CGS
 FE1770  HISTORY     - 1974     GOOD             NGS
 FE1770  HISTORY     - 20020808 GOOD             USACE
 FE1770
 FE1770                          STATION DESCRIPTION
 FE1770
 FE1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1770'AT RIPLEY.
 FE1770'AT RIPLEY, NEAR THE INTERSECTION OF JACKSON AVENUE AND RANDOLPH
 FE1770'STREET, 17 1/2 FEET EAST OF THE EAST WALL OF THE POST OFFICE, 22
 FE1770'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, 39 1/2
 FE1770'FEET NORTH OF THE NORTH CURB OF JACKSON AVENUE, 12 1/2 FEET WEST
 FE1770'OF THE WEST CURB OF RANDOLPH STREET, 2.7 FEET NORTH OF THE NORTH
 FE1770'EDGE OF A CONCRETE SIDEWALK, 1.7 FEET WEST OF THE WEST EDGE OF
 FE1770'CONCRETE SIDEWALK, 1 FOOT ABOVE STREET LEVEL AND ON TOP OF A
 FE1770'COPPER COATED STEEL ROD, 1-INCH BELOW LEVEL OF THE GROUND AND
 FE1770'PROTECTED BY A 4-INCH CLAY PIPE THAT IS FLUSH WITH THE GROUND.
 FE1770'THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE1770
 FE1770                          STATION RECOVERY (2002)
 FE1770
 FE1770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1748 ***********************************************************************
 FE1748  DESIGNATION -  Y 93
 FE1748  PID         -  FE1748
 FE1748  STATE/COUNTY-  TN/TIPTON
 FE1748  USGS QUAD   -  COVINGTON (1983)
 FE1748
 FE1748                         *CURRENT SURVEY CONTROL
 FE1748  ___________________________________________________________________
 FE1748* NAD 83(1986)-  35 31 41.     (N)    089 40 55.     (W)     SCALED    
 FE1748* NAVD 88     -       104.546  (meters)     343.00   (feet)  ADJUSTED  
 FE1748  ___________________________________________________________________
 FE1748  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1748  DYNAMIC HT  -         104.457 (meters)     342.71  (feet)  COMP
 FE1748  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 FE1748
 FE1748  VERT ORDER  -  SECOND    CLASS 0
 FE1748
 FE1748.The horizontal coordinates were scaled from a topographic map and have
 FE1748.an estimated accuracy of +/- 6 seconds.
 FE1748
 FE1748.The orthometric height was determined by differential leveling
 FE1748.and adjusted by the National Geodetic Survey in June 1991..
 FE1748
 FE1748.The geoid height was determined by GEOID03.
 FE1748
 FE1748.The dynamic height is computed by dividing the NAVD 88
 FE1748.geopotential number by the normal gravity value computed on the
 FE1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1748.degrees latitude (g = 980.6199 gals.).
 FE1748
 FE1748.The modeled gravity was interpolated from observed gravity values.
 FE1748
 FE1748;                    North         East    Units  Estimated Accuracy
 FE1748;SPC TN       -   138,830.      266,150.      MT  (+/- 180 meters Scaled)
 FE1748
 FE1748                          SUPERSEDED SURVEY CONTROL
 FE1748
 FE1748  NGVD 29 (??/??/??)  104.525  (m)          342.93   (f) ADJUSTED    2 0
 FE1748
 FE1748.Superseded values are not recommended for survey control.
 FE1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1748.See file dsdata.txt to determine how the superseded data were derived.
 FE1748
 FE1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE568349(NAD 83)
 FE1748_MARKER: DB = BENCH MARK DISK
 FE1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1748_SP_SET: CULVERT
 FE1748_STAMPING: Y 93 1957
 FE1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1748+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1748
 FE1748  HISTORY     - Date     Condition        Report By
 FE1748  HISTORY     - 1957     MONUMENTED       CGS
 FE1748  HISTORY     - 20020808 GOOD             USACE
 FE1748
 FE1748                          STATION DESCRIPTION
 FE1748
 FE1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1748'3.6 MI SW FROM COVINGTON.
 FE1748'3.6 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1748'STATION AT COVINGTON, 2 TELEPHONE POLES NORTHEAST OF MILEPOST
 FE1748'NO. 356, ON TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 FE1748'OF A 6-FOOT CONCRETE ARCHED CULVERT UNDER THE TRACKS, 21 FEET
 FE1748'NORTHWEST OF THE NORTHWEST RAIL, 1/2 FOOT SOUTHWEST OF THE
 FE1748'NORTHEAST END OF THE HEADWALL AND ABOUT 8 FEET LOWER THAN THE
 FE1748'TRACK.  NOTE-- ABOUT 4.1 MILES NORTHEAST OF THE ILLINOIS CENTRAL
 FE1748'RAILROAD STATION AT BRIGHTON, TENNESSEE.
 FE1748
 FE1748                          STATION RECOVERY (2002)
 FE1748
 FE1748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1532 ***********************************************************************
 FE1532  DESIGNATION -  Y 94
 FE1532  PID         -  FE1532
 FE1532  STATE/COUNTY-  TN/DYER
 FE1532  USGS QUAD   -  CHIC (1983)
 FE1532
 FE1532                         *CURRENT SURVEY CONTROL
 FE1532  ___________________________________________________________________
 FE1532* NAD 83(1986)-  35 55 27.     (N)    089 38 05.     (W)     SCALED    
 FE1532* NAVD 88     -        79.527  (meters)     260.91   (feet)  ADJUSTED  
 FE1532  ___________________________________________________________________
 FE1532  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1532  DYNAMIC HT  -          79.460 (meters)     260.69  (feet)  COMP
 FE1532  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 FE1532
 FE1532  VERT ORDER  -  FIRST     CLASS II
 FE1532
 FE1532.The horizontal coordinates were scaled from a topographic map and have
 FE1532.an estimated accuracy of +/- 6 seconds.
 FE1532
 FE1532.The orthometric height was determined by differential leveling
 FE1532.and adjusted by the National Geodetic Survey in June 1991..
 FE1532
 FE1532.The geoid height was determined by GEOID03.
 FE1532
 FE1532.The dynamic height is computed by dividing the NAVD 88
 FE1532.geopotential number by the normal gravity value computed on the
 FE1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1532.degrees latitude (g = 980.6199 gals.).
 FE1532
 FE1532.The modeled gravity was interpolated from observed gravity values.
 FE1532
 FE1532;                    North         East    Units  Estimated Accuracy
 FE1532;SPC TN       -   182,590.      272,060.      MT  (+/- 180 meters Scaled)
 FE1532
 FE1532                          SUPERSEDED SURVEY CONTROL
 FE1532
 FE1532  NGVD 29 (??/??/??)   79.470  (m)          260.73   (f) ADJUSTED    1 2
 FE1532
 FE1532.Superseded values are not recommended for survey control.
 FE1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1532.See file dsdata.txt to determine how the superseded data were derived.
 FE1532
 FE1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE622787(NAD 83)
 FE1532_MARKER: DB = BENCH MARK DISK
 FE1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1532_STAMPING: Y 94 1957
 FE1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1532+STABILITY: SURFACE MOTION
 FE1532
 FE1532  HISTORY     - Date     Condition        Report By
 FE1532  HISTORY     - 1957     MONUMENTED       CGS
 FE1532  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1532
 FE1532                          STATION DESCRIPTION
 FE1532
 FE1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1532'3.4 MI SE FROM CHIC.
 FE1532'2.8 MILES SOUTHEAST ALONG A ONE LANE PAVED ROAD FROM THE CONCRETE
 FE1532'BLOCK SCHOOL BUILDING AT CHIC, THENCE ABOUT 0.55 MILE SOUTH
 FE1532'ALONG A GRAVEL ROAD, ON THE RIGHT BANK OF OBION RIVER, 78 FEET
 FE1532'EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 157 FEET EAST AND
 FE1532'ACROSS ROAD FROM NORTHEAST CORNER OF A SMALL BARN, 80 FEET
 FE1532'SOUTHWEST OF A POWER POLE, 61 FEET SOUTH OF CENTER LINE OF A
 FE1532'GRAVEL ROAD EAST, 35 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF
 FE1532'A TENANT HOUSE, ABOUT 25 YARDS NORTH OF RIVER BANK, 7 FEET
 FE1532'SOUTH OF A 30-INCH MAPLE TREE, 2 FEET WEST OF A CONCRETE WITNESS
 FE1532'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 FE1532'OF A CONCRETE POST PROJECTING 4 INCHES.
 FE1532
 FE1532                          STATION RECOVERY (2002)
 FE1532
 FE1532'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1532'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0868 ***********************************************************************
 GD0868  DESIGNATION -  Y 95
 GD0868  PID         -  GD0868
 GD0868  STATE/COUNTY-  TN/DYER
 GD0868  USGS QUAD   -  TENNEMO (1983)
 GD0868
 GD0868                         *CURRENT SURVEY CONTROL
 GD0868  ___________________________________________________________________
 GD0868* NAD 83(1986)-  36 10 12.     (N)    089 34 42.     (W)     SCALED    
 GD0868* NAVD 88     -        81.226  (meters)     266.49   (feet)  ADJUSTED  
 GD0868  ___________________________________________________________________
 GD0868  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0868  DYNAMIC HT  -          81.159 (meters)     266.27  (feet)  COMP
 GD0868  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GD0868
 GD0868  VERT ORDER  -  FIRST     CLASS II
 GD0868
 GD0868.The horizontal coordinates were scaled from a topographic map and have
 GD0868.an estimated accuracy of +/- 6 seconds.
 GD0868
 GD0868.The orthometric height was determined by differential leveling
 GD0868.and adjusted by the National Geodetic Survey in June 1991..
 GD0868
 GD0868.The geoid height was determined by GEOID03.
 GD0868
 GD0868.The dynamic height is computed by dividing the NAVD 88
 GD0868.geopotential number by the normal gravity value computed on the
 GD0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0868.degrees latitude (g = 980.6199 gals.).
 GD0868
 GD0868.The modeled gravity was interpolated from observed gravity values.
 GD0868
 GD0868;                    North         East    Units  Estimated Accuracy
 GD0868;SPC TN       -   209,660.      278,140.      MT  (+/- 180 meters Scaled)
 GD0868
 GD0868                          SUPERSEDED SURVEY CONTROL
 GD0868
 GD0868  NGVD 29 (??/??/??)   81.153  (m)          266.25   (f) ADJUSTED    1 2
 GD0868
 GD0868.Superseded values are not recommended for survey control.
 GD0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0868.See file dsdata.txt to determine how the superseded data were derived.
 GD0868
 GD0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF680058(NAD 83)
 GD0868_MARKER: DB = BENCH MARK DISK
 GD0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0868_STAMPING: Y 95 1957
 GD0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0868+STABILITY: SURFACE MOTION
 GD0868
 GD0868  HISTORY     - Date     Condition        Report By
 GD0868  HISTORY     - 1957     MONUMENTED       CGS
 GD0868  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0868
 GD0868                          STATION DESCRIPTION
 GD0868
 GD0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0868'1 MI NW FROM TENNEMO.
 GD0868'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 GD0868'OF A GRAVEL ROAD LEADING SOUTH ALONG LEVEE AT TENNEMO, THENCE
 GD0868'ABOUT 0.6 MILE NORTH ALONG A GRAVEL ROAD, NEAR THE NORTHEAST
 GD0868'CORNER OF A LARGE FIELD, 49 FEET WEST OF CENTER LINE OF ROAD,
 GD0868'68 FEET NORTH OF AN EAST-WEST FENCE ALONG NORTH EDGE OF FIELD,
 GD0868'7 1/2 FEET SOUTH OF A TRIANGULAR BLAZED 24-INCH HACKBERRY TREE,
 GD0868'10 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF AN OLD ABANDONED
 GD0868'FRAME BUILDING, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT
 GD0868'2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 GD0868'POST PROJECTING 4 INCHES.
 GD0868
 GD0868                          STATION RECOVERY (2002)
 GD0868
 GD0868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0862 ***********************************************************************
 GD0862  DESIGNATION -  Y 96
 GD0862  PID         -  GD0862
 GD0862  STATE/COUNTY-  TN/LAKE
 GD0862  USGS QUAD   -  TENNEMO (1983)
 GD0862
 GD0862                         *CURRENT SURVEY CONTROL
 GD0862  ___________________________________________________________________
 GD0862* NAD 83(1986)-  36 13 21.     (N)    089 34 47.     (W)     SCALED    
 GD0862* NAVD 88     -        83.006  (meters)     272.33   (feet)  ADJUSTED  
 GD0862  ___________________________________________________________________
 GD0862  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0862  DYNAMIC HT  -          82.938 (meters)     272.11  (feet)  COMP
 GD0862  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GD0862
 GD0862  VERT ORDER  -  FIRST     CLASS I
 GD0862
 GD0862.The horizontal coordinates were scaled from a topographic map and have
 GD0862.an estimated accuracy of +/- 6 seconds.
 GD0862
 GD0862.The orthometric height was determined by differential leveling
 GD0862.and adjusted by the National Geodetic Survey in June 1991..
 GD0862.WARNING-Repeat measurements at this control monument indicate possible
 GD0862.vertical movement.
 GD0862
 GD0862.The geoid height was determined by GEOID03.
 GD0862
 GD0862.The dynamic height is computed by dividing the NAVD 88
 GD0862.geopotential number by the normal gravity value computed on the
 GD0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0862.degrees latitude (g = 980.6199 gals.).
 GD0862
 GD0862.The modeled gravity was interpolated from observed gravity values.
 GD0862
 GD0862;                    North         East    Units  Estimated Accuracy
 GD0862;SPC TN       -   215,490.      278,230.      MT  (+/- 180 meters Scaled)
 GD0862
 GD0862                          SUPERSEDED SURVEY CONTROL
 GD0862
 GD0862  NGVD 29 (??/??/??)   82.925  (m)          272.06   (f) ADJUSTED    1 1
 GD0862
 GD0862.Superseded values are not recommended for survey control.
 GD0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0862.See file dsdata.txt to determine how the superseded data were derived.
 GD0862
 GD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF681117(NAD 83)
 GD0862_MARKER: DB = BENCH MARK DISK
 GD0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0862_STAMPING: Y 96 1957
 GD0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0862+STABILITY: SURFACE MOTION
 GD0862
 GD0862  HISTORY     - Date     Condition        Report By
 GD0862  HISTORY     - 1957     MONUMENTED       CGS
 GD0862  HISTORY     - 1976     GOOD             NGS
 GD0862  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0862
 GD0862                          STATION DESCRIPTION
 GD0862
 GD0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0862'6.6 MI SW FROM RIDGELY.
 GD0862'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0862'RAILROAD STATION AT RIDGELY, THENCE ABOUT 3.05 MILES SOUTH
 GD0862'AND SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 2.1 MILES
 GD0862'WEST ALONG STATE HIGHWAY 79, ABOUT 1.1 MILES EAST OF JUNCTION
 GD0862'OF A GRAVEL ROAD SOUTH, AT A FARM HOUSE, IN A GROVE OF ASH
 GD0862'TREES, 52 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 45
 GD0862'FEET WEST OF CENTER LINE OF DRIVE TO HOUSE, 86 FEET SOUTH-SOUTHWEST
 GD0862'OF SOUTHWEST CORNER OF HOUSE, 33 FEET EAST OF A BRANCH LINE POWER
 GD0862'POLE, ABOUT LEVEL WITH HIGHWAY, DIRECTLY BETWEEN TWO 10-INCH
 GD0862'ASH TREES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GD0862'INCHES.
 GD0862
 GD0862                          STATION RECOVERY (1976)
 GD0862
 GD0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0862'RECOVERED IN GOOD CONDITION.
 GD0862
 GD0862                          STATION RECOVERY (2002)
 GD0862
 GD0862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0845 ***********************************************************************
 GA0845  DESIGNATION -  Y 97
 GA0845  PID         -  GA0845
 GA0845  STATE/COUNTY-  TN/SULLIVAN
 GA0845  USGS QUAD   -  LOVELACE (1971)
 GA0845
 GA0845                         *CURRENT SURVEY CONTROL
 GA0845  ___________________________________________________________________
 GA0845* NAD 83(1986)-  36 26 48.     (N)    082 41 21.     (W)     SCALED    
 GA0845* NAVD 88     -       414.188  (meters)    1358.88   (feet)  ADJUSTED  
 GA0845  ___________________________________________________________________
 GA0845  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0845  DYNAMIC HT  -         413.808 (meters)    1357.64  (feet)  COMP
 GA0845  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 GA0845
 GA0845  VERT ORDER  -  SECOND    CLASS 0
 GA0845
 GA0845.The horizontal coordinates were scaled from a topographic map and have
 GA0845.an estimated accuracy of +/- 6 seconds.
 GA0845
 GA0845.The orthometric height was determined by differential leveling
 GA0845.and adjusted by the National Geodetic Survey in June 1991..
 GA0845
 GA0845.The geoid height was determined by GEOID03.
 GA0845
 GA0845.The dynamic height is computed by dividing the NAVD 88
 GA0845.geopotential number by the normal gravity value computed on the
 GA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0845.degrees latitude (g = 980.6199 gals.).
 GA0845
 GA0845.The modeled gravity was interpolated from observed gravity values.
 GA0845
 GA0845;                    North         East    Units  Estimated Accuracy
 GA0845;SPC TN       -   239,500.      896,770.      MT  (+/- 180 meters Scaled)
 GA0845
 GA0845                          SUPERSEDED SURVEY CONTROL
 GA0845
 GA0845  NGVD 29 (??/??/92)  414.336  (m)         1359.37   (f) ADJ UNCH    2 0
 GA0845
 GA0845.Superseded values are not recommended for survey control.
 GA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0845.See file dsdata.txt to determine how the superseded data were derived.
 GA0845
 GA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA486348(NAD 83)
 GA0845_MARKER: DB = BENCH MARK DISK
 GA0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0845_STAMPING: Y 97 1935
 GA0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0845+STABILITY: SURFACE MOTION
 GA0845
 GA0845  HISTORY     - Date     Condition        Report By
 GA0845  HISTORY     - 1935     MONUMENTED       CGS
 GA0845
 GA0845                          STATION DESCRIPTION
 GA0845
 GA0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0845'0.6 MI W FROM BLAIR GAP.
 GA0845'0.6 MILE WEST ALONG THE BEECH CREEK ROAD FROM THE TENNESSEE AND
 GA0845'EASTMAN RAILROAD AT BLAIR GAP, SULLIVAN COUNTY, AT THE JUNCTION
 GA0845'OF A T-ROAD LEADING NORTH, 8 YARDS WEST OF A SMALL STREAM, 14
 GA0845'YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN
 GA0845'THE ROAD.  A STANDARD DISK, STAMPED Y 97 1935 AND SET IN THE TOP
 GA0845'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0824 ***********************************************************************
 GA0824  DESIGNATION -  Y 98
 GA0824  PID         -  GA0824
 GA0824  STATE/COUNTY-  TN/GREENE
 GA0824  USGS QUAD   -  GREENEVILLE (1961)
 GA0824
 GA0824                         *CURRENT SURVEY CONTROL
 GA0824  ___________________________________________________________________
 GA0824* NAD 83(1986)-  36 14 31.     (N)    082 46 25.     (W)     SCALED    
 GA0824* NAVD 88     -       476.945  (meters)    1564.78   (feet)  ADJUSTED  
 GA0824  ___________________________________________________________________
 GA0824  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0824  DYNAMIC HT  -         476.496 (meters)    1563.30  (feet)  COMP
 GA0824  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 GA0824
 GA0824  VERT ORDER  -  SECOND    CLASS 0
 GA0824
 GA0824.The horizontal coordinates were scaled from a topographic map and have
 GA0824.an estimated accuracy of +/- 6 seconds.
 GA0824
 GA0824.The orthometric height was determined by differential leveling
 GA0824.and adjusted by the National Geodetic Survey in June 1991..
 GA0824
 GA0824.The geoid height was determined by GEOID03.
 GA0824
 GA0824.The dynamic height is computed by dividing the NAVD 88
 GA0824.geopotential number by the normal gravity value computed on the
 GA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0824.degrees latitude (g = 980.6199 gals.).
 GA0824
 GA0824.The modeled gravity was interpolated from observed gravity values.
 GA0824
 GA0824;                    North         East    Units  Estimated Accuracy
 GA0824;SPC TN       -   216,540.      889,950.      MT  (+/- 180 meters Scaled)
 GA0824
 GA0824                          SUPERSEDED SURVEY CONTROL
 GA0824
 GA0824  NGVD 29 (??/??/92)  477.076  (m)         1565.21   (f) ADJ UNCH    2 0
 GA0824
 GA0824.Superseded values are not recommended for survey control.
 GA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0824.See file dsdata.txt to determine how the superseded data were derived.
 GA0824
 GA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA406122(NAD 83)
 GA0824_MARKER: DB = BENCH MARK DISK
 GA0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0824_STAMPING: Y 98 1935
 GA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0824+STABILITY: SURFACE MOTION
 GA0824
 GA0824  HISTORY     - Date     Condition        Report By
 GA0824  HISTORY     - 1935     MONUMENTED       CGS
 GA0824  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA0824
 GA0824                          STATION DESCRIPTION
 GA0824
 GA0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0824'6.7 MI NE FROM GREENEVILLE.
 GA0824'6.7 MILES NE ALONG STATE HIGHWAY 93 FROM THE SOUTHERN RAILWAY
 GA0824'STATION AT GREENEVILLE, GREENE COUNTY, 35 YARDS NW OF THE NE
 GA0824'CORNER OF THE UPCHURCH GENERAL STORE, 30 YARDS SW OF THE SW
 GA0824'CORNER OF A CONCRETE CULVERT, AT THE R.L. HUMBARG RESIDENCE,
 GA0824'9 YARDS FROM THE CENTERLINE OF THE HIGHWAY, 15 YARDS N. OF
 GA0824'THE NE CORNER OF THE HOUSE, AND ABOUT LEVEL WITH THE HIGHWAY.
 GA0824'LOCATED IN DRIVEWAY TO CONCRETE BLOCK GENERAL STORE, 32 YARDS
 GA0824'SOUTHWEST OF SOUTHEAST CORNER OF CONCRETE CULVERT, 15 YARDS
 GA0824'NORTH OF NORTH CORNER OF R.L. HAMBURG, 9 YARDS SOUTHEAST OF
 GA0824'THE CENTERLINE OF THE HIGHWAY, 18.9 FEET NORTHWEST OF WEST
 GA0824'CORNER OF STORE AND 15 FEET SOUTHWEST OF WEST CORNER OF GAS
 GA0824'PUMP.  THE MARK IS 2 FEET BELOW SURFACE OF THE GROUND AND
 GA0824'ENCLOSED BY CONCRETE FORM WITH A PIECE OF TIN OVER TOP.  A
 GA0824'STANDARD DISK, STAMPED Y 98 1935 AND SET IN THE TOP OF A
 GA0824'CONCRETE POST.
 GA0824
 GA0824                          STATION RECOVERY (1955)
 GA0824
 GA0824'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0855 ***********************************************************************
 GA0855  DESIGNATION -  Y 99
 GA0855  PID         -  GA0855
 GA0855  STATE/COUNTY-  TN/GREENE
 GA0855  USGS QUAD   -  BAILEYTON (1971)
 GA0855
 GA0855                         *CURRENT SURVEY CONTROL
 GA0855  ___________________________________________________________________
 GA0855* NAD 83(1986)-  36 18 45.     (N)    082 52 06.     (W)     SCALED    
 GA0855* NAVD 88     -       365.679  (meters)    1199.73   (feet)  ADJUSTED  
 GA0855  ___________________________________________________________________
 GA0855  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0855  DYNAMIC HT  -         365.342 (meters)    1198.63  (feet)  COMP
 GA0855  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 GA0855
 GA0855  VERT ORDER  -  SECOND    CLASS 0
 GA0855
 GA0855.The horizontal coordinates were scaled from a topographic map and have
 GA0855.an estimated accuracy of +/- 6 seconds.
 GA0855
 GA0855.The orthometric height was determined by differential leveling
 GA0855.and adjusted by the National Geodetic Survey in June 1991..
 GA0855
 GA0855.The geoid height was determined by GEOID03.
 GA0855
 GA0855.The dynamic height is computed by dividing the NAVD 88
 GA0855.geopotential number by the normal gravity value computed on the
 GA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0855.degrees latitude (g = 980.6199 gals.).
 GA0855
 GA0855.The modeled gravity was interpolated from observed gravity values.
 GA0855
 GA0855;                    North         East    Units  Estimated Accuracy
 GA0855;SPC TN       -   224,090.      881,190.      MT  (+/- 180 meters Scaled)
 GA0855
 GA0855                          SUPERSEDED SURVEY CONTROL
 GA0855
 GA0855  NGVD 29 (??/??/92)  365.809  (m)         1200.16   (f) ADJ UNCH    2 0
 GA0855
 GA0855.Superseded values are not recommended for survey control.
 GA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0855.See file dsdata.txt to determine how the superseded data were derived.
 GA0855
 GA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA322202(NAD 83)
 GA0855_MARKER: DB = BENCH MARK DISK
 GA0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0855_STAMPING: Y 99 1935
 GA0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0855+STABILITY: SURFACE MOTION
 GA0855
 GA0855  HISTORY     - Date     Condition        Report By
 GA0855  HISTORY     - 1935     MONUMENTED       CGS
 GA0855  HISTORY     - 1972     GOOD             NGS
 GA0855  HISTORY     - 1980     GOOD             NGS
 GA0855
 GA0855                          STATION DESCRIPTION
 GA0855
 GA0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0855'2.4 MI SW FROM BAILEYTON.
 GA0855'FROM THE JUNCTION OF SECONDARY ROADS 2371 AND 2492 IN BAILEYTON,
 GA0855'GO SOUTHWEST ON SECONDARY ROAD 2371 FOR 2.4 MILES TO A FARM
 GA0855'DRIVEWAY ON THE RIGHT AND THE MARK NEAR A LARGE FLOWERING QUINCE
 GA0855'BUSH, 60 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A FARM
 GA0855'HOUSE, 27 FEET SOUTHWEST OF A 12-INCH BLACK WALNUT TREE, 22 FEET
 GA0855'NORTHWEST OF THE APPROXIMATE CENTER OF SECONDARY ROAD 2371, 19
 GA0855'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE FARM DRIVEWAY, AND
 GA0855'IN A TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GA0855'6-INCH, SQUARE, CONCRETE POST THAT PROJECTS 3 INCHES AND THE
 GA0855'DISK IS STAMPED Y 99 1935.
 GA0855
 GA0855                          STATION RECOVERY (1980)
 GA0855
 GA0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0855'TI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1472 ***********************************************************************
 FE1472  DESIGNATION -  YATES
 FE1472  PID         -  FE1472
 FE1472  STATE/COUNTY-  TN/SHELBY
 FE1472  USGS QUAD   -  GERMANTOWN (1997)
 FE1472
 FE1472                         *CURRENT SURVEY CONTROL
 FE1472  ___________________________________________________________________
 FE1472* NAD 83(1995)-  35 06 46.94593(N)    089 52 12.75762(W)     ADJUSTED  
 FE1472* NAVD 88     -        95.361  (meters)     312.86   (feet)  ADJUSTED  
 FE1472  ___________________________________________________________________
 FE1472  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FE1472  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1472  DYNAMIC HT  -          95.273 (meters)     312.57  (feet)  COMP
 FE1472  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE1472
 FE1472  HORZ ORDER  -  SECOND
 FE1472  VERT ORDER  -  SECOND    CLASS 0
 FE1472
 FE1472.The horizontal coordinates were established by classical geodetic methods
 FE1472.and adjusted by the National Geodetic Survey in April 1999..
 FE1472
 FE1472.The orthometric height was determined by differential leveling
 FE1472.and adjusted by the National Geodetic Survey in June 1991..
 FE1472
 FE1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1472
 FE1472.The geoid height was determined by GEOID03.
 FE1472
 FE1472.The dynamic height is computed by dividing the NAVD 88
 FE1472.geopotential number by the normal gravity value computed on the
 FE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1472.degrees latitude (g = 980.6199 gals.).
 FE1472
 FE1472.The modeled gravity was interpolated from observed gravity values.
 FE1472
 FE1472;                    North         East     Units Scale Factor Converg.
 FE1472;SPC TN       -    93,484.940   247,264.569   MT  1.00002699   -2 15 56.8
 FE1472;SPC TN       -   306,708.51    811,233.84   sFT  1.00002699   -2 15 56.8
 FE1472;UTM  16      - 3,889,349.507   238,411.934   MT  1.00044342   -1 39 06.7
 FE1472
 FE1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1472!SPC TN       -   0.99998933  x   1.00002699  =   1.00001632
 FE1472!UTM  16      -   0.99998933  x   1.00044342  =   1.00043275
 FE1472
 FE1472:                Primary Azimuth Mark                     Grid Az
 FE1472:SPC TN       -  YATES AZ MK                              191 01 14.5
 FE1472:UTM  16      -  YATES AZ MK                              190 24 24.4
 FE1472
 FE1472|---------------------------------------------------------------------|
 FE1472| PID    Reference Object                     Distance      Geod. Az  |
 FE1472|                                                           dddmmss.s |
 FE1472| FE1475 YATES AZ MK                                        1884517.7 |
 FE1472| FE1473 YATES RM 1                            9.166 METERS 20827     |
 FE1472| FE1474 YATES RM 2                            8.630 METERS 28833     |
 FE1472|---------------------------------------------------------------------|
 FE1472
 FE1472                          SUPERSEDED SURVEY CONTROL
 FE1472
 FE1472  NAD 83(1995)-  35 06 46.94836(N)    089 52 12.75578(W) AD(       ) 2
 FE1472  NAD 83(1995)-  35 06 46.95074(N)    089 52 12.75686(W) AD(       ) 2
 FE1472  NAD 83(1986)-  35 06 46.95619(N)    089 52 12.75788(W) AD(       ) 2
 FE1472  NAD 27      -  35 06 46.63310(N)    089 52 12.44810(W) AD(       ) 2
 FE1472  NGVD 29 (??/??/??)   95.334  (m)          312.77   (f) ADJUSTED    2 0
 FE1472
 FE1472.Superseded values are not recommended for survey control.
 FE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1472.See file dsdata.txt to determine how the superseded data were derived.
 FE1472
 FE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3841289350(NAD 83)
 FE1472_MARKER: DE = TRAVERSE STATION DISK
 FE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1472_STAMPING: YATES 1959
 FE1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1472+STABILITY: SURFACE MOTION
 FE1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1472+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1472
 FE1472  HISTORY     - Date     Condition        Report By
 FE1472  HISTORY     - 1959     MONUMENTED       CGS
 FE1472  HISTORY     - 1959     GOOD             CGS
 FE1472  HISTORY     - 20021009 GOOD             USACE
 FE1472  HISTORY     - 20030510 GOOD             GEOCAC
 FE1472
 FE1472                          STATION DESCRIPTION
 FE1472
 FE1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1472'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST-SOUTHEAST OF THE
 FE1472'CENTER OF MEMPHIS, ABOUT 1-1/2 MILES SOUTHWEST OF WOLF RIVER AND
 FE1472'ABOUT 3/4 MILE NORTHEAST OF THE SOUTHWEST CORNER OF THE MEMORIAL PARK
 FE1472'CEMETERY, UNDER THE EASTERN MOST ONE OF THREE TRANSMISSION LINES.
 FE1472'
 FE1472'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 72 AND EAST
 FE1472'YATES ROAD, AT THE SOUTHWEST CORNER OF THE MEMORIAL PARK
 FE1472'CEMETERY, NEAR THE SOUTHEAST CORNER OF MEMPHIS, GO NORTH ON EAST
 FE1472'YATES ROAD FOR 0.35 MILE, TURN RIGHT THROUGH THE CEMETERY GATE AND
 FE1472'GO EAST FOR 0.15 MILE TO A GATE AT THE SOUTH END OF THE CEMETERY
 FE1472'EQUIPMENT BUILDING, TURN LEFT AND GO NORTH FOR 0.1 MILE, TAKE THE
 FE1472'LEFT FORK, LEAVING THE PAVED ROAD AND GO NORTHEAST ON A DIRT TRACK
 FE1472'ROAD FOR 0.1 MILE TO A REVERSE Y-FORK, A WITNESS SIGN ON THE RIGHT
 FE1472'AND THE STATION.
 FE1472'
 FE1472'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A TRACK ROAD
 FE1472'FOR 0.25 MILE TO A WITNESS SIGN ON THE RIGHT, WEST SIDE AND THE
 FE1472'AZIMUTH MARK.
 FE1472'
 FE1472'THE STATION IS A STANDARD TRAVERSE DISK STAMPED YATES 1959 SET IN TOP
 FE1472'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 FE1472'INCHES ABOVE THE GROUND.  IT IS 66 FEET SOUTH-SOUTHWEST OF A WELL
 FE1472'PUMP, 51 FEET SOUTHEAST OF THE CENTER OF A Y-FORK AND 4 FEET
 FE1472'NORTH-NORTHEAST OF A WITNESS SIGN.
 FE1472'
 FE1472'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED YATES NO 1 1959
 FE1472'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1472'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FE1472'THE STATION.  IT IS 60 FEET SOUTHEAST OF THE CENTER OF A Y-FORK AND
 FE1472'42 FEET EAST OF THE CENTER OF A TRACK ROAD.
 FE1472'
 FE1472'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED YATES NO 2 1959
 FE1472'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1472'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FE1472'THE STATION.  IT IS 33 FEET SOUTHEAST OF THE CENTER OF A Y-FORK.
 FE1472'
 FE1472'THE AZIMUTH MARK IS A STANDARD DISK STAMPED YATES 1959 SET IN TOP OF
 FE1472'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 FE1472'ABOVE THE GROUND.  IT IS 84 FEET EAST OF THE WEST MOST ONE OF THREE
 FE1472'TRANSMISSION LINES AND 2 FEET NORTH OF A WITNESS SIGN.
 FE1472
 FE1472                          STATION RECOVERY (1959)
 FE1472
 FE1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1472'IN MEMPHIS.
 FE1472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 72 AND
 FE1472'EAST YATES ROAD, AT THE SOUTHWEST CORNER OF THE MEMORIAL PARK
 FE1472'CEMETERY, NEAR THE SOUTHEAST CORNER OF MEMPHIS, GO NORTH ON EAST
 FE1472'YATES ROAD FOR 0.35 MILE, TURN RIGHT THROUGH THE CEMETERY GATE
 FE1472'ON GO EAST FOR 0.15 MILE TO A GATE AT THE SOUTH END OF THE
 FE1472'CEMETERY EQUIPMENT BUILDING, TURN LEFT AND GO NORTH FOR 0.1 MILE,
 FE1472'TAKE THE LEFT FORK, LEAVING THE PAVED ROAD AND GO NORTHEAST ON
 FE1472'A DIRT TRACK ROAD FOR 0.1 MILE TO A REVERSE Y-FORK.  66 FT.
 FE1472'SOUTH-SOUTHWEST OF A WELL PUMP, 51 FT. SOUTHEAST OF A Y-FORK,
 FE1472'4 FT. NORTH-NORTHEAST OF A WITNESS SIGN, A STANDARD TRAVERSE
 FE1472'DISK SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 FE1472'ABOUT 1 MILE SOUTH OF STATION WALNUT.
 FE1472
 FE1472                          STATION RECOVERY (2002)
 FE1472
 FE1472'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1472'RECOVERED IN GOOD CONDITION.
 FE1472
 FE1472                          STATION RECOVERY (2003)
 FE1472
 FE1472'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1475 ***********************************************************************
 FE1475  DESIGNATION -  YATES AZ MK
 FE1475  PID         -  FE1475
 FE1475  STATE/COUNTY-  TN/SHELBY
 FE1475  USGS QUAD   -  GERMANTOWN (1997)
 FE1475
 FE1475                         *CURRENT SURVEY CONTROL
 FE1475  ___________________________________________________________________
 FE1475* NAD 83(1986)-  35 06 46.     (N)    089 52 12.     (W)     SCALED    
 FE1475* NAVD 88     -        99.162  (meters)     325.33   (feet)  ADJUSTED  
 FE1475  ___________________________________________________________________
 FE1475  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1475  DYNAMIC HT  -          99.071 (meters)     325.04  (feet)  COMP
 FE1475  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE1475
 FE1475  VERT ORDER  -  SECOND    CLASS 0
 FE1475
 FE1475.The horizontal coordinates were scaled from a topographic map and have
 FE1475.an estimated accuracy of +/- 6 seconds.
 FE1475
 FE1475.The orthometric height was determined by differential leveling
 FE1475.and adjusted by the National Geodetic Survey in June 1991..
 FE1475
 FE1475.The geoid height was determined by GEOID03.
 FE1475
 FE1475.The dynamic height is computed by dividing the NAVD 88
 FE1475.geopotential number by the normal gravity value computed on the
 FE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1475.degrees latitude (g = 980.6199 gals.).
 FE1475
 FE1475.The modeled gravity was interpolated from observed gravity values.
 FE1475
 FE1475;                    North         East    Units  Estimated Accuracy
 FE1475;SPC TN       -    93,460.      247,280.      MT  (+/- 180 meters Scaled)
 FE1475
 FE1475                          SUPERSEDED SURVEY CONTROL
 FE1475
 FE1475  NGVD 29 (??/??/??)   99.134  (m)          325.24   (f) ADJUSTED    2 0
 FE1475
 FE1475.Superseded values are not recommended for survey control.
 FE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1475.See file dsdata.txt to determine how the superseded data were derived.
 FE1475
 FE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD384893(NAD 83)
 FE1475_MARKER: DZ = AZIMUTH MARK DISK
 FE1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1475_STAMPING: YATES 1959
 FE1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1475+STABILITY: SURFACE MOTION
 FE1475
 FE1475  HISTORY     - Date     Condition        Report By
 FE1475  HISTORY     - 1959     MONUMENTED       CGS
 FE1475  HISTORY     - 1959     GOOD             CGS
 FE1475  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE1475  HISTORY     - 20030510 MARK NOT FOUND   GEOCAC
 FE1475
 FE1475                          STATION DESCRIPTION
 FE1475
 FE1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1475'IN MEMPHIS.
 FE1475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A TRACK
 FE1475'ROAD FOR 0.25 MILE TO A WITNESS SIGN ON THE RIGHT, 84 FT. EAST
 FE1475'OF THE WEST MOST ONE OF THREE TRANSMISSION LINES, 2 FT. NORTH OF
 FE1475'A WITNESS SIGN, A STANDARD AZIMUTH DISK SET IN TOP OF A CONCRETE
 FE1475'POST.
 FE1475
 FE1475                          STATION RECOVERY (2002)
 FE1475
 FE1475'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1475'MARK NOT FOUND.
 FE1475
 FE1475                          STATION RECOVERY (2003)
 FE1475
 FE1475'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1473 ***********************************************************************
 FE1473  DESIGNATION -  YATES RM 1
 FE1473  PID         -  FE1473
 FE1473  STATE/COUNTY-  TN/SHELBY
 FE1473  USGS QUAD   -  GERMANTOWN (1997)
 FE1473
 FE1473                         *CURRENT SURVEY CONTROL
 FE1473  ___________________________________________________________________
 FE1473* NAD 83(1986)-  35 06 46.     (N)    089 52 11.     (W)     SCALED    
 FE1473* NAVD 88     -        95.453  (meters)     313.17   (feet)  ADJUSTED  
 FE1473  ___________________________________________________________________
 FE1473  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1473  DYNAMIC HT  -          95.365 (meters)     312.88  (feet)  COMP
 FE1473  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE1473
 FE1473  VERT ORDER  -  SECOND    CLASS 0
 FE1473
 FE1473.The horizontal coordinates were scaled from a topographic map and have
 FE1473.an estimated accuracy of +/- 6 seconds.
 FE1473
 FE1473.The orthometric height was determined by differential leveling
 FE1473.and adjusted by the National Geodetic Survey in June 1991..
 FE1473
 FE1473.The geoid height was determined by GEOID03.
 FE1473
 FE1473.The dynamic height is computed by dividing the NAVD 88
 FE1473.geopotential number by the normal gravity value computed on the
 FE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1473.degrees latitude (g = 980.6199 gals.).
 FE1473
 FE1473.The modeled gravity was interpolated from observed gravity values.
 FE1473
 FE1473;                    North         East    Units  Estimated Accuracy
 FE1473;SPC TN       -    93,450.      247,310.      MT  (+/- 180 meters Scaled)
 FE1473
 FE1473                          SUPERSEDED SURVEY CONTROL
 FE1473
 FE1473  NGVD 29 (??/??/??)   95.425  (m)          313.07   (f) ADJUSTED    2 0
 FE1473
 FE1473.Superseded values are not recommended for survey control.
 FE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1473.See file dsdata.txt to determine how the superseded data were derived.
 FE1473
 FE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD384893(NAD 83)
 FE1473_MARKER: DR = REFERENCE MARK DISK
 FE1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1473_STAMPING: YATES NO 1 1959
 FE1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1473+STABILITY: SURFACE MOTION
 FE1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1473+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1473
 FE1473  HISTORY     - Date     Condition        Report By
 FE1473  HISTORY     - 1959     MONUMENTED       CGS
 FE1473  HISTORY     - 1959     GOOD             CGS
 FE1473  HISTORY     - 20021009 GOOD             USACE
 FE1473  HISTORY     - 20030510 GOOD             GEOCAC
 FE1473
 FE1473                          STATION DESCRIPTION
 FE1473
 FE1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1473'IN MEMPHIS.
 FE1473'THE MARK IS LOCATED AT THE YATES 1959 STATION SITE, 30.1 FT.
 FE1473'SOUTH-SOUTHWEST OF THE STATION, 60 FT. SOUTHEAST OF THE CENTER
 FE1473'OF A Y-FORK, 42 FT. EAST OF THE CENTER OF A TRACK ROAD, A DISK
 FE1473'SET IN TOP OF A CONCRETE POST.
 FE1473
 FE1473                          STATION RECOVERY (2002)
 FE1473
 FE1473'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1473'RECOVERED IN GOOD CONDITION.
 FE1473
 FE1473                          STATION RECOVERY (2003)
 FE1473
 FE1473'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1474 ***********************************************************************
 FE1474  DESIGNATION -  YATES RM 2
 FE1474  PID         -  FE1474
 FE1474  STATE/COUNTY-  TN/SHELBY
 FE1474  USGS QUAD   -  GERMANTOWN (1997)
 FE1474
 FE1474                         *CURRENT SURVEY CONTROL
 FE1474  ___________________________________________________________________
 FE1474* NAD 83(1986)-  35 06 46.     (N)    089 52 11.     (W)     SCALED    
 FE1474* NAVD 88     -        95.666  (meters)     313.86   (feet)  ADJUSTED  
 FE1474  ___________________________________________________________________
 FE1474  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1474  DYNAMIC HT  -          95.578 (meters)     313.58  (feet)  COMP
 FE1474  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE1474
 FE1474  VERT ORDER  -  SECOND    CLASS 0
 FE1474
 FE1474.The horizontal coordinates were scaled from a topographic map and have
 FE1474.an estimated accuracy of +/- 6 seconds.
 FE1474
 FE1474.The orthometric height was determined by differential leveling
 FE1474.and adjusted by the National Geodetic Survey in June 1991..
 FE1474
 FE1474.The geoid height was determined by GEOID03.
 FE1474
 FE1474.The dynamic height is computed by dividing the NAVD 88
 FE1474.geopotential number by the normal gravity value computed on the
 FE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1474.degrees latitude (g = 980.6199 gals.).
 FE1474
 FE1474.The modeled gravity was interpolated from observed gravity values.
 FE1474
 FE1474;                    North         East    Units  Estimated Accuracy
 FE1474;SPC TN       -    93,450.      247,310.      MT  (+/- 180 meters Scaled)
 FE1474
 FE1474                          SUPERSEDED SURVEY CONTROL
 FE1474
 FE1474  NGVD 29 (??/??/??)   95.638  (m)          313.77   (f) ADJUSTED    2 0
 FE1474
 FE1474.Superseded values are not recommended for survey control.
 FE1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1474.See file dsdata.txt to determine how the superseded data were derived.
 FE1474
 FE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD384893(NAD 83)
 FE1474_MARKER: DR = REFERENCE MARK DISK
 FE1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1474_STAMPING: YATES NO 2 1959
 FE1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1474+STABILITY: SURFACE MOTION
 FE1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1474+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1474
 FE1474  HISTORY     - Date     Condition        Report By
 FE1474  HISTORY     - 1959     MONUMENTED       CGS
 FE1474  HISTORY     - 1959     GOOD             CGS
 FE1474  HISTORY     - 20021009 GOOD             USACE
 FE1474  HISTORY     - 20030510 GOOD             GEOCAC
 FE1474
 FE1474                          STATION DESCRIPTION
 FE1474
 FE1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1474'IN MEMPHIS.
 FE1474'THIS MARK IS LOCATED AT THE STATION SITE, 28.3 FT. WEST-NORTHWEST
 FE1474'OF THE STATION, 33 FT. SOUTHEAST OF THE CENTER OF A Y-FORK, A
 FE1474'STANDARD REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST
 FE1474'PROJECTING 2 INCHES.
 FE1474
 FE1474                          STATION RECOVERY (2002)
 FE1474
 FE1474'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1474'RECOVERED IN GOOD CONDITION.
 FE1474
 FE1474                          STATION RECOVERY (2003)
 FE1474
 FE1474'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 FE1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0784 ***********************************************************************
 GB0784  DESIGNATION -  YORK
 GB0784  PID         -  GB0784
 GB0784  STATE/COUNTY-  TN/ANDERSON
 GB0784  USGS QUAD   -  CLINTON (1990)
 GB0784
 GB0784                         *CURRENT SURVEY CONTROL
 GB0784  ___________________________________________________________________
 GB0784* NAD 83(1995)-  36 04 09.25731(N)    084 08 01.69686(W)     ADJUSTED  
 GB0784* NAVD 88     -       267.676  (meters)     878.20   (feet)  ADJUSTED  
 GB0784  ___________________________________________________________________
 GB0784  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 GB0784  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB0784  DYNAMIC HT  -         267.431 (meters)     877.40  (feet)  COMP
 GB0784  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 GB0784
 GB0784  HORZ ORDER  -  SECOND
 GB0784  VERT ORDER  -  FIRST     CLASS I
 GB0784
 GB0784.The horizontal coordinates were established by classical geodetic methods
 GB0784.and adjusted by the National Geodetic Survey in April 1999..
 GB0784
 GB0784.The orthometric height was determined by differential leveling
 GB0784.and adjusted by the National Geodetic Survey in June 1991..
 GB0784.WARNING-Repeat measurements at this control monument indicate possible
 GB0784.vertical movement.
 GB0784
 GB0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0784
 GB0784.The geoid height was determined by GEOID03.
 GB0784
 GB0784.The dynamic height is computed by dividing the NAVD 88
 GB0784.geopotential number by the normal gravity value computed on the
 GB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0784.degrees latitude (g = 980.6199 gals.).
 GB0784
 GB0784.The modeled gravity was interpolated from observed gravity values.
 GB0784
 GB0784;                    North         East     Units Scale Factor Converg.
 GB0784;SPC TN       -   194,200.475   768,098.396   MT  0.99995680   +1 05 33.2
 GB0784;SPC TN       -   637,139.39  2,520,002.82   sFT  0.99995680   +1 05 33.2
 GB0784;UTM  16      - 3,995,431.172   758,130.675   MT  1.00042109   +1 41 18.4
 GB0784
 GB0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0784!SPC TN       -   0.99996279  x   0.99995680  =   0.99991959
 GB0784!UTM  16      -   0.99996279  x   1.00042109  =   1.00038386
 GB0784
 GB0784:                Primary Azimuth Mark                     Grid Az
 GB0784:SPC TN       -  SHOP                                     013 10 44.9
 GB0784:UTM  16      -  SHOP                                     012 34 59.7
 GB0784
 GB0784|---------------------------------------------------------------------|
 GB0784| PID    Reference Object                     Distance      Geod. Az  |
 GB0784|                                                           dddmmss.s |
 GB0784| GB0778 SHOP                                APPROX. 2.1 KM 0141618.1 |
 GB0784| GB0782 YORK AZ MK                                         0162556.2 |
 GB0784| GB0783 YORK RM 1                            10.832 METERS 05743     |
 GB0784| GB0785 YORK RM 2                            11.745 METERS 23906     |
 GB0784|---------------------------------------------------------------------|
 GB0784
 GB0784                          SUPERSEDED SURVEY CONTROL
 GB0784
 GB0784  NAD 83(1995)-  36 04 09.26128(N)    084 08 01.69809(W) AD(       ) 2
 GB0784  NAD 83(1995)-  36 04 09.26133(N)    084 08 01.69774(W) AD(       ) 2
 GB0784  NAD 83(1986)-  36 04 09.26837(N)    084 08 01.69466(W) AD(       ) 2
 GB0784  NAD 27      -  36 04 08.98424(N)    084 08 01.99430(W) AD(       ) 2
 GB0784  NGVD 29 (??/??/92)  267.808  (m)          878.63   (f) ADJ UNCH    1 1
 GB0784
 GB0784.Superseded values are not recommended for survey control.
 GB0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0784.See file dsdata.txt to determine how the superseded data were derived.
 GB0784
 GB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5813195431(NAD 83)
 GB0784_MARKER: DD = SURVEY DISK
 GB0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0784_STAMPING: YORK 1964
 GB0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0784+STABILITY: SURFACE MOTION
 GB0784
 GB0784  HISTORY     - Date     Condition        Report By
 GB0784  HISTORY     - 1964     MONUMENTED       TNHD
 GB0784  HISTORY     - 1967     GOOD             NGS
 GB0784  HISTORY     - 1967     GOOD             CGS
 GB0784  HISTORY     - 1971     GOOD             TNDT
 GB0784
 GB0784                          STATION DESCRIPTION
 GB0784
 GB0784'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0784'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTH OF CLINTON.
 GB0784'
 GB0784'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE
 GB0784'SOUTHWEST ON U.S.  HIGHWAY
 GB0784'25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0784'AND GO 0.55 MILE SOUTH TO THE
 GB0784'AZIMUTH MARK ON THE LEFT, CONTINUE
 GB0784'STRAIGHT AHEAD FOR 0.15 MILE TO THE ENTRANCE TO
 GB0784'THE SKYWAY DRIVE-IN
 GB0784'THEATER ON THE RIGHT AND THE STATION.
 GB0784'
 GB0784'THE STATION MARK IS 28 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GB0784'DRIVEWAY, 1.7 FEET
 GB0784'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 GB0784'SOUTHEAST OF A RAIL FENCE.
 GB0784'THE SURFACE AND UNDERGROUND MARKS ARE
 GB0784'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GB0784'AND THE DISKS ARE STAMPED
 GB0784'YORK 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0784'SURFACE.
 GB0784'THE SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH,
 GB0784'CONCRETE MONUMENT.
 GB0784'
 GB0784'REFERENCE MARK NO. 1 IS 88 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB0784'OF U.S.  HIGHWAY 25W, 23
 GB0784'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GB0784'DRIVEWAY AND 2 FEET SOUTHEAST OF
 GB0784'THE RAIL FENCE.  IT IS A STANDARD
 GB0784'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GB0784'SQUARE, FLUSH,
 GB0784'CONCRETE MONUMENT AND THE DISK IS STAMPED YORK RM-1 1964.
 GB0784'
 GB0784'REFERENCE MARK NO. 2 IS 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB0784'OF THE DRIVEWAY AND 2
 GB0784'FEET SOUTHEAST OF THE RAIL FENCE.  IT IS A STANDARD
 GB0784'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0784'SET IN A 10-INCH, SQUARE, FLUSH,
 GB0784'CONCRETE MONUMENT AND THE DISK IS STAMPED YORK RM-2
 GB0784'1964.
 GB0784'
 GB0784'THE AZIMUTH MARK IS 67 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB0784'HIGHWAY 25W, 59 FEET WEST OF
 GB0784'THE WEST RAIL OF A RAILROAD TRACK, 4 FEET SOUTH OF
 GB0784'TELEPHONE POLE NO.  17 AND 2.5
 GB0784'FEET SOUTH OF A METAL WITNESS POST
 GB0784'WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0784'DEPARTMENT DISK SET IN
 GB0784'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0784'STAMPED YORK AZI
 GB0784'1964.
 GB0784'
 GB0784'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB0784'
 GB0784'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB0784
 GB0784                          STATION RECOVERY (1967)
 GB0784
 GB0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0784'2.5 MI SE FROM CLINTON.
 GB0784'ABOUT 2.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0784'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 2.3
 GB0784'MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE AT
 GB0784'CLINTON, 108 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GB0784'SOUTH BOUND LANES OF THE HIGHWAY, AT THE JUNCTION OF A DRIVE
 GB0784'LEADING SOUTHWEST TO A DRIVE IN THEATRE, 27 FEET NORTHWEST OF
 GB0784'THE CENTER LINE OF THE DRIVE, 1 FOOT NORTHWEST OF A FENCE, 1.7
 GB0784'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GB0784'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GB0784'ABOVE THE LEVEL OF THE GROUND.
 GB0784
 GB0784                          STATION RECOVERY (1967)
 GB0784
 GB0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 GB0784'THE STATION, RM 1 AND 2 AND AZIMUTH MARK WERE ALL RECOVERED AND IN
 GB0784'GOOD CONDITION.
 GB0784'
 GB0784'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST ALONG THE SOUTHERN
 GB0784'RAILWAY FROM THE
 GB0784'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING 2.3
 GB0784'MILES SOUTHEAST LONG U.S.  HIGHWAY
 GB0784'25W FROM THE COURTHOUSE AT
 GB0784'CLINTON, 108-1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 GB0784'THE SOUTH BOUND
 GB0784'LANES OF THE HIGHWAY, AT THE JUNCTION OF A DRIVE LEADING SOUTHWEST TO
 GB0784'A DRIVE IN
 GB0784'THEATRE, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 GB0784'DRIVE, 1 FOOT NORTHWEST OF A
 GB0784'FENCE, 1.7 FEET SOUTHWEST OF A METAL
 GB0784'WITNESS POST, ABOUT LEVEL WITH THE DRIVE AND
 GB0784'SET IN THE TOP OF A
 GB0784'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GB0784'
 GB0784'REFERENCE MARK NO. 1 IS 35.5 FEET NORTHEAST OF THE STATION DESCRIBED,
 GB0784'73 FEET SOUTHWEST
 GB0784'OF THE CENTER LINE OF THE SOUTH BOUND LANES OF U.S.
 GB0784'HIGHWAY 25W, AT THE JUNCTION OF A
 GB0784'DRIVE LEADING TO A DRIVE IN THEATRE
 GB0784'AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW
 GB0784'THE LEVEL OF THE
 GB0784'GROUND.
 GB0784'
 GB0784'REFERENCE MARK NO. 2 IS 38.6 FEET SOUTHWEST OF THE STATION, 147 FEET
 GB0784'SOUTHWEST OF THE
 GB0784'CENTER LINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 GB0784'83 FEET NORTH OF THE NORTH CORNER
 GB0784'OF THE THEATRE TICKET OFFICE AND
 GB0784'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GB0784'GROUND.
 GB0784'
 GB0784'AZIMUTH MARK IS ABOUT 0.1 MILE NORTHWEST OF THE STATION ALONG U.S.
 GB0784'HIGHWAY 25W, ABOUT
 GB0784'125 YARDS SOUTHEAST OF THE JUNCTION OF LEE ROAD,
 GB0784'59 FEET SOUTHWEST OF THE SOUTHWEST
 GB0784'RAIL OF THE SOUTHERN RAILWAY, 55
 GB0784'FEET NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND
 GB0784'LANES OF THE
 GB0784'HIGHWAY, 3-1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 2.4 FEET SOUTHEAST
 GB0784'OF A METAL WITNESS
 GB0784'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GB0784'ABOUT 15 FEET BELOW THE LEVEL OF THE
 GB0784'TRACK AND SET IN THE TOP OF A
 GB0784'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 GB0784
 GB0784                          STATION RECOVERY (1971)
 GB0784
 GB0784'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GB0784'TURN LEFT AND GO 2.15 MILES INSTEAD OF 0.7 MI. TO CLINTON DRIVE-IN
 GB0784'THEATRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0782 ***********************************************************************
 GB0782  DESIGNATION -  YORK AZ MK
 GB0782  PID         -  GB0782
 GB0782  STATE/COUNTY-  TN/ANDERSON
 GB0782  USGS QUAD   -  CLINTON (1990)
 GB0782
 GB0782                         *CURRENT SURVEY CONTROL
 GB0782  ___________________________________________________________________
 GB0782* NAD 83(1986)-  36 04 15.     (N)    084 08 01.     (W)     SCALED    
 GB0782* NAVD 88     -       265.408  (meters)     870.76   (feet)  ADJUSTED  
 GB0782  ___________________________________________________________________
 GB0782  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB0782  DYNAMIC HT  -         265.165 (meters)     869.96  (feet)  COMP
 GB0782  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GB0782
 GB0782  VERT ORDER  -  FIRST     CLASS I
 GB0782
 GB0782.The horizontal coordinates were scaled from a topographic map and have
 GB0782.an estimated accuracy of +/- 6 seconds.
 GB0782
 GB0782.The orthometric height was determined by differential leveling
 GB0782.and adjusted by the National Geodetic Survey in June 1991..
 GB0782.WARNING-Repeat measurements at this control monument indicate possible
 GB0782.vertical movement.
 GB0782
 GB0782.The geoid height was determined by GEOID03.
 GB0782
 GB0782.The dynamic height is computed by dividing the NAVD 88
 GB0782.geopotential number by the normal gravity value computed on the
 GB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0782.degrees latitude (g = 980.6199 gals.).
 GB0782
 GB0782.The modeled gravity was interpolated from observed gravity values.
 GB0782
 GB0782;                    North         East    Units  Estimated Accuracy
 GB0782;SPC TN       -   194,380.      768,110.      MT  (+/- 180 meters Scaled)
 GB0782
 GB0782                          SUPERSEDED SURVEY CONTROL
 GB0782
 GB0782  NGVD 29 (??/??/92)  265.538  (m)          871.19   (f) ADJ UNCH    1 1
 GB0782
 GB0782.Superseded values are not recommended for survey control.
 GB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0782.See file dsdata.txt to determine how the superseded data were derived.
 GB0782
 GB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE581956(NAD 83)
 GB0782_MARKER: DZ = AZIMUTH MARK DISK
 GB0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0782_STAMPING: YORK AZI 1964
 GB0782_MARK LOGO: TNHD  
 GB0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0782+STABILITY: SURFACE MOTION
 GB0782
 GB0782  HISTORY     - Date     Condition        Report By
 GB0782  HISTORY     - 1964     MONUMENTED       TNHD
 GB0782  HISTORY     - 1967     GOOD             NGS
 GB0782
 GB0782                          STATION DESCRIPTION
 GB0782
 GB0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0782'2.4 MI SE FROM CLINTON.
 GB0782'ABOUT 2.4 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0782'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 2.2
 GB0782'MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE
 GB0782'AT CLINTON, ABOUT 125 YARDS SOUTHEAST OF THE JUNCTION OF LEE ROAD,
 GB0782'59 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 55 FEET NORTHEAST OF THE
 GB0782'CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 3 1/2
 GB0782'FEET SOUTHEAST OF A TELEPHONE POLE, 2.4 FEET SOUTHEAST OF A
 GB0782'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GB0782'ABOUT 15 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 GB0782'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0783 ***********************************************************************
 GB0783  DESIGNATION -  YORK RM 1
 GB0783  PID         -  GB0783
 GB0783  STATE/COUNTY-  TN/ANDERSON
 GB0783  USGS QUAD   -  CLINTON (1990)
 GB0783
 GB0783                         *CURRENT SURVEY CONTROL
 GB0783  ___________________________________________________________________
 GB0783* NAD 83(1986)-  36 04 09.     (N)    084 08 01.     (W)     SCALED    
 GB0783* NAVD 88     -       266.840  (meters)     875.46   (feet)  ADJUSTED  
 GB0783  ___________________________________________________________________
 GB0783  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB0783  DYNAMIC HT  -         266.596 (meters)     874.66  (feet)  COMP
 GB0783  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 GB0783
 GB0783  VERT ORDER  -  FIRST     CLASS I
 GB0783
 GB0783.The horizontal coordinates were scaled from a topographic map and have
 GB0783.an estimated accuracy of +/- 6 seconds.
 GB0783
 GB0783.The orthometric height was determined by differential leveling
 GB0783.and adjusted by the National Geodetic Survey in June 1991..
 GB0783
 GB0783.The geoid height was determined by GEOID03.
 GB0783
 GB0783.The dynamic height is computed by dividing the NAVD 88
 GB0783.geopotential number by the normal gravity value computed on the
 GB0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0783.degrees latitude (g = 980.6199 gals.).
 GB0783
 GB0783.The modeled gravity was interpolated from observed gravity values.
 GB0783
 GB0783;                    North         East    Units  Estimated Accuracy
 GB0783;SPC TN       -   194,190.      768,120.      MT  (+/- 180 meters Scaled)
 GB0783
 GB0783                          SUPERSEDED SURVEY CONTROL
 GB0783
 GB0783  NGVD 29 (??/??/92)  266.972  (m)          875.89   (f) ADJ UNCH    1 1
 GB0783
 GB0783.Superseded values are not recommended for survey control.
 GB0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0783.See file dsdata.txt to determine how the superseded data were derived.
 GB0783
 GB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE581954(NAD 83)
 GB0783_MARKER: DR = REFERENCE MARK DISK
 GB0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0783_STAMPING: YORK RM-1 1964
 GB0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0783+STABILITY: SURFACE MOTION
 GB0783
 GB0783  HISTORY     - Date     Condition        Report By
 GB0783  HISTORY     - 1964     MONUMENTED       TNHD
 GB0783  HISTORY     - 1967     GOOD             NGS
 GB0783
 GB0783                          STATION DESCRIPTION
 GB0783
 GB0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0783'2.5 MI SE FROM CLINTON.
 GB0783'ABOUT 2.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROMTHE
 GB0783'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 2.3
 GB0783'MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE
 GB0783'AT CLINTON, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH
 GB0783'BOUND LANES OF THE HIGHWAY AT THE JUNCTION OF A DRIVE LEADING
 GB0783'TO A DRIVE IN THEATRE, 23 FEET NORTHWEST OF THE CENTER LINE
 GB0783'OF THE DRIVE, 35.5 FEET  NORTHEAST OF THE STATION AS DESCRIBED,
 GB0783'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE DRIVE AND SET IN THE TOP
 GB0783'OF A CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0785 ***********************************************************************
 GB0785  DESIGNATION -  YORK RM 2
 GB0785  PID         -  GB0785
 GB0785  STATE/COUNTY-  TN/ANDERSON
 GB0785  USGS QUAD   -  CLINTON (1990)
 GB0785
 GB0785                         *CURRENT SURVEY CONTROL
 GB0785  ___________________________________________________________________
 GB0785* NAD 83(1986)-  36 04 09.     (N)    084 08 01.     (W)     SCALED    
 GB0785* NAVD 88     -       268.262  (meters)     880.12   (feet)  ADJUSTED  
 GB0785  ___________________________________________________________________
 GB0785  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB0785  DYNAMIC HT  -         268.016 (meters)     879.32  (feet)  COMP
 GB0785  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 GB0785
 GB0785  VERT ORDER  -  FIRST     CLASS I
 GB0785
 GB0785.The horizontal coordinates were scaled from a topographic map and have
 GB0785.an estimated accuracy of +/- 6 seconds.
 GB0785
 GB0785.The orthometric height was determined by differential leveling
 GB0785.and adjusted by the National Geodetic Survey in June 1991..
 GB0785
 GB0785.The geoid height was determined by GEOID03.
 GB0785
 GB0785.The dynamic height is computed by dividing the NAVD 88
 GB0785.geopotential number by the normal gravity value computed on the
 GB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0785.degrees latitude (g = 980.6199 gals.).
 GB0785
 GB0785.The modeled gravity was interpolated from observed gravity values.
 GB0785
 GB0785;                    North         East    Units  Estimated Accuracy
 GB0785;SPC TN       -   194,190.      768,120.      MT  (+/- 180 meters Scaled)
 GB0785
 GB0785                          SUPERSEDED SURVEY CONTROL
 GB0785
 GB0785  NGVD 29 (??/??/92)  268.394  (m)          880.56   (f) ADJ UNCH    1 1
 GB0785
 GB0785.Superseded values are not recommended for survey control.
 GB0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0785.See file dsdata.txt to determine how the superseded data were derived.
 GB0785
 GB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE581954(NAD 83)
 GB0785_MARKER: DR = REFERENCE MARK DISK
 GB0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0785_STAMPING: YORK RM-2 1964
 GB0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0785+STABILITY: SURFACE MOTION
 GB0785
 GB0785  HISTORY     - Date     Condition        Report By
 GB0785  HISTORY     - 1964     MONUMENTED       TNHD
 GB0785  HISTORY     - 1967     GOOD             NGS
 GB0785
 GB0785                          STATION DESCRIPTION
 GB0785
 GB0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0785'2.5 MI SE FROM CLINTON.
 GB0785'ABOUT 2.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0785'STATION AT CLINTON, ALSO MAY BE REACHED BY GOING ABOUT 2.3
 GB0785'MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE COURTHOUSE
 GB0785'AT CLINTON, 147 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH
 GB0785'BOUND LANES OF THE HIGHWAY, AT THE JUNCTION OF A DRIVE LEADING
 GB0785'SOUTHWEST TO A DRIVE IN THEATRE, 83 FEET NORTH OF THE NORTH
 GB0785'CORNER OF THE THEATRE TICKET OFFICE, 38.60 FEET SOUTHWEST OF THE
 GB0785'STATION MARK YORK, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 GB0785'DRIVE, AND 1 1/2 FEET NORTHWEST OF A FENCE AND SET IN THE TOP
 GB0785'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1631 ***********************************************************************
 GD1631  DESIGNATION -  YORKVILLE
 GD1631  PID         -  GD1631
 GD1631  STATE/COUNTY-  TN/GIBSON
 GD1631  USGS QUAD   -  YORKVILLE (1980)
 GD1631
 GD1631                         *CURRENT SURVEY CONTROL
 GD1631  ___________________________________________________________________
 GD1631* NAD 83(1995)-  36 06 46.18219(N)    089 06 24.45178(W)     ADJUSTED  
 GD1631* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 GD1631  ___________________________________________________________________
 GD1631  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GD1631  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1631
 GD1631  HORZ ORDER  -  SECOND
 GD1631
 GD1631.The horizontal coordinates were established by classical geodetic methods
 GD1631.and adjusted by the National Geodetic Survey in April 1999..
 GD1631
 GD1631.The orthometric height was scaled from a topographic map.
 GD1631
 GD1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1631
 GD1631.The geoid height was determined by GEOID03.
 GD1631
 GD1631;                    North         East     Units Scale Factor Converg.
 GD1631;SPC TN       -   201,873.611   320,337.830   MT  0.99996020   -1 49 07.8
 GD1631;SPC TN       -   662,313.67  1,050,975.03   sFT  0.99996020   -1 49 07.8
 GD1631;UTM  16      - 3,998,518.145   310,377.514   MT  1.00004306   -1 14 31.4
 GD1631
 GD1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1631!SPC TN       -   0.99998512  x   0.99996020  =   0.99994532
 GD1631!UTM  16      -   0.99998512  x   1.00004306  =   1.00002818
 GD1631
 GD1631:                Primary Azimuth Mark                     Grid Az
 GD1631:SPC TN       -  YORKVILLE AZ MK                          051 38 38.5
 GD1631:UTM  16      -  YORKVILLE AZ MK                          051 04 02.1
 GD1631
 GD1631|---------------------------------------------------------------------|
 GD1631| PID    Reference Object                     Distance      Geod. Az  |
 GD1631|                                                           dddmmss.s |
 GD1631| GD2070 YORKVILLE AZ MK                                    0494930.7 |
 GD1631| GD1512 RUTHERFORD MUNICIPAL TANK           APPROX.10.2 KM 0812654.5 |
 GD1631| GD2069 YORKVILLE RM 2                       28.495 METERS 25557     |
 GD1631| GD2068 YORKVILLE RM 1                       27.534 METERS 29550     |
 GD1631|---------------------------------------------------------------------|
 GD1631
 GD1631                          SUPERSEDED SURVEY CONTROL
 GD1631
 GD1631  NAD 83(1995)-  36 06 46.18540(N)    089 06 24.45358(W) AD(       ) 2
 GD1631  NAD 83(1995)-  36 06 46.18604(N)    089 06 24.45375(W) AD(       ) 2
 GD1631  NAD 83(1986)-  36 06 46.19378(N)    089 06 24.45172(W) AD(       ) 2
 GD1631  NAD 27      -  36 06 45.94670(N)    089 06 24.20550(W) AD(       ) 2
 GD1631
 GD1631.Superseded values are not recommended for survey control.
 GD1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1631.See file dsdata.txt to determine how the superseded data were derived.
 GD1631
 GD1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1037898518(NAD 83)
 GD1631_MARKER: DS = TRIANGULATION STATION DISK
 GD1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1631_STAMPING: YORKVILLE 1959
 GD1631_PROJECTION: FLUSH
 GD1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1631
 GD1631  HISTORY     - Date     Condition        Report By
 GD1631  HISTORY     - 1959     MONUMENTED       CGS
 GD1631  HISTORY     - 1967     GOOD             CGS
 GD1631  HISTORY     - 19961105 GOOD             USE
 GD1631
 GD1631                          STATION DESCRIPTION
 GD1631
 GD1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1631'THE STATION IS ABOUT 8 MILES EAST OF NEWBERN, 7 MILES NORTHWEST OF
 GD1631'DYER, AND 1.5 MILES NORTHEAST OF YORKVILLE ON THE PROPERTY OF MR.
 GD1631'BEN GABLE.  IT IS 155 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR.
 GD1631'GABLES HOME, 77 FEET SOUTH OF AN EAST GATE POST, 76 FEET EAST OF
 GD1631'THE CENTERLINE OF A GRAVELED DRIVEWAY, 34 FEET NORTHWEST OF THE
 GD1631'CENTERLINE OF A GRAVELED ROAD, AND 3 FEET NORTHWEST OF A WHITE
 GD1631'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GD1631'YORKVILLE 1959.
 GD1631'
 GD1631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 GD1631'HIGHWAY 77 IN NEWBERN, GO EAST ON HIGHWAY 77 FOR 8.15 MILES TO A
 GD1631'PAVED CROSSROAD IN YORKVILLE.  TURN LEFT AND GO NORTH FOR 0.6 MILE TO
 GD1631'THE END OF PAVEMENT AND A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT
 GD1631'AND GO EAST ON THE GRAVELED ROAD FOR 0.7 MILE TO A GRAVELED
 GD1631'DRIVEWAY AND THE STATION ON THE LEFT.
 GD1631'
 GD1631'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 GD1631'ROAD FOR 0.35 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 GD1631'NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 GD1631'
 GD1631'REFERENCE MARK 1 IS 39 FEET SOUTH OF A FENCE CORNER, 12 FEET WEST OF
 GD1631'THE CENTERLINE OF A GRAVELED DRIVEWAY, AND 1 FOOT EAST OF A WIRE
 GD1631'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD1631'YORKVILLE NO 1 1959.
 GD1631'
 GD1631'REFERENCE MARK 2 IS 9 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GD1631'DRIVEWAY, AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 GD1631'INCHES AND THE DISK IS STAMPED YORKVILLE NO 2 1959.
 GD1631'
 GD1631'THE AZIMUTH MARK IS 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1631'BARN, 21 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET
 GD1631'SOUTH OF A WHITE WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE
 GD1631'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED YORKVILLE
 GD1631'1959.
 GD1631'
 GD1631'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1631
 GD1631                          STATION RECOVERY (1967)
 GD1631
 GD1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1631'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1631'DUE TO CHANGES IN THE AREA, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1631'COMPLETELY ADEQUATE.
 GD1631'
 GD1631'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1631'
 GD1631'THE STATION IS LOCATED ON THE PROPERTY OF MR. BEN GABLE ABOUT 8 MILES
 GD1631'EAST OF NEWBERN, 7 MILES NORTHWEST OF DYER AND 1.5 MILES
 GD1631'NORTHEAST OF YORKVILLE.
 GD1631'
 GD1631'TO REACH THE STATION FROM THE NEW POST OFFICE IN YORKVILLE, GO EAST
 GD1631'ON STATE ROUTE 77 FOR 0.05 MILE TO A PAVED CROSSROAD.  HERE TURN LEFT
 GD1631'AND GO NORTH ON AN OILED ROAD FOR 0.6 MILE TO A GRAVELED T ROAD
 GD1631'RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.7 MILE TO A
 GD1631'GRAVELED DRIVEWAY ON THE LEFT AND THE STATION ABOUT 25 YARDS
 GD1631'EAST ON THE LEFT AS DESCRIBED.
 GD1631'
 GD1631'THE STATION IS 155 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GD1631'GABLE FARM HOME, 77 FEET SOUTH OF AN EAST GATE POST, 76 FEET EAST OF
 GD1631'THE APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, 41 FEET NORTHWEST
 GD1631'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 38 FEET WEST OF A
 GD1631'POWERLINE BRACE POLE, AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS
 GD1631'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GD1631'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GD1631'STAMPED YORKVILLE 1959.
 GD1631'
 GD1631'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF A FENCE CORNER, 14 FEET WEST
 GD1631'OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY AND 3.5 FEET
 GD1631'EAST OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1631'11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD1631'DISK IS STAMPED YORKVILLE NO 1 1959.
 GD1631'
 GD1631'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1631'THE GRAVELED DRIVEWAY AND 3 FEET EAST OF A FENCE.  IT IS A STANDARD
 GD1631'DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1631'PROJECTS 2 INCHES AND THE DISK IS STAMPED YORKVILLE NO 2 1959.
 GD1631'
 GD1631'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1631'REFERENCE MARK NO. 2 IS 62.74 FEET - 19.124 METERS.
 GD1631'
 GD1631'THE AZIMUTH MARK IS 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD1631'A BARN, 21 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1
 GD1631'FOOT EAST OF A WIRE FENCE, AND 0.7 OF A FOOT WEST OF A METAL
 GD1631'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1631'11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 GD1631'DISK IS STAMPED YORKVILLE 1959.
 GD1631'
 GD1631'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 GD1631'GRAVELED ROAD FOR 0.35 MILE TO A GRAVELED T ROAD LEFT, TURN LEFT AND
 GD1631'GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO A BARN AND THE MARK ON
 GD1631'THE LEFT AS DESCRIBED.
 GD1631'
 GD1631'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1631
 GD1631                          STATION RECOVERY (1996)
 GD1631
 GD1631'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 GD1631'AS DESCRIBED.  ROAD IS NOW PAVED.  GATE POST GONE.  RESIDENCE
 GD1631'ABANDONED BUT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0399 ***********************************************************************
 FD0399  DESIGNATION -  YOUNG
 FD0399  PID         -  FD0399
 FD0399  STATE/COUNTY-  TN/GILES
 FD0399  USGS QUAD   -  BRICK CHURCH (1981)
 FD0399
 FD0399                         *CURRENT SURVEY CONTROL
 FD0399  ___________________________________________________________________
 FD0399* NAD 83(1995)-  35 15 34.52307(N)    086 52 49.66401(W)     ADJUSTED  
 FD0399* NAVD 88     -       327.865  (meters)    1075.67   (feet)  ADJUSTED  
 FD0399  ___________________________________________________________________
 FD0399  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FD0399  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0399  DYNAMIC HT  -         327.562 (meters)    1074.68  (feet)  COMP
 FD0399  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0399
 FD0399  HORZ ORDER  -  SECOND
 FD0399  VERT ORDER  -  SECOND    CLASS 0
 FD0399
 FD0399.The horizontal coordinates were established by classical geodetic methods
 FD0399.and adjusted by the National Geodetic Survey in April 1999..
 FD0399
 FD0399.The orthometric height was determined by differential leveling
 FD0399.and adjusted by the National Geodetic Survey in June 1991..
 FD0399
 FD0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0399
 FD0399.The geoid height was determined by GEOID03.
 FD0399
 FD0399.The dynamic height is computed by dividing the NAVD 88
 FD0399.geopotential number by the normal gravity value computed on the
 FD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0399.degrees latitude (g = 980.6199 gals.).
 FD0399
 FD0399.The modeled gravity was interpolated from observed gravity values.
 FD0399
 FD0399;                    North         East     Units Scale Factor Converg.
 FD0399;SPC TN       -   103,128.879   519,880.095   MT  0.99999832   -0 30 55.6
 FD0399;SPC TN       -   338,348.66  1,705,639.95   sFT  0.99999832   -0 30 55.6
 FD0399;UTM  16      - 3,901,837.745   510,873.461   MT  0.99960146   +0 04 08.4
 FD0399
 FD0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0399!SPC TN       -   0.99995288  x   0.99999832  =   0.99995120
 FD0399!UTM  16      -   0.99995288  x   0.99960146  =   0.99955436
 FD0399
 FD0399|---------------------------------------------------------------------|
 FD0399| PID    Reference Object                     Distance      Geod. Az  |
 FD0399|                                                           dddmmss.s |
 FD0399| FD0398 YOUNG RM 1                           19.748 METERS 09416     |
 FD0399| FD0400 YOUNG RM 2                           21.202 METERS 27411     |
 FD0399| FD0397 YOUNG AZ MK                                        3361537.6 |
 FD0399|---------------------------------------------------------------------|
 FD0399
 FD0399                          SUPERSEDED SURVEY CONTROL
 FD0399
 FD0399  NAD 83(1995)-  35 15 34.52532(N)    086 52 49.66411(W) AD(       ) 2
 FD0399  NAD 83(1995)-  35 15 34.52807(N)    086 52 49.66635(W) AD(       ) 2
 FD0399  NAD 83(1986)-  35 15 34.53240(N)    086 52 49.66494(W) AD(       ) 2
 FD0399  NAD 27      -  35 15 34.25020(N)    086 52 49.65550(W) AD(       ) 2
 FD0399  NGVD 29 (??/??/92)  327.841  (m)         1075.59   (f) ADJ UNCH    2 0
 FD0399
 FD0399.Superseded values are not recommended for survey control.
 FD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0399.See file dsdata.txt to determine how the superseded data were derived.
 FD0399
 FD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1087301838(NAD 83)
 FD0399_MARKER: DE = TRAVERSE STATION DISK
 FD0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0399_STAMPING: YOUNG 1960
 FD0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0399+STABILITY: SURFACE MOTION
 FD0399
 FD0399  HISTORY     - Date     Condition        Report By
 FD0399  HISTORY     - 1960     MONUMENTED       CGS
 FD0399  HISTORY     - 1960     GOOD             CGS
 FD0399
 FD0399                          STATION DESCRIPTION
 FD0399
 FD0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0399'THE STATION IS LOCATED ON THE PROPERTY OF MR ROBERTS, ABOUT 10 MILES
 FD0399'NORTHEAST OF PULASKI, ABOUT
 FD0399'7 MILES SOUTH OF CORNERSVILLE, AND NEAR THE SOUTH
 FD0399'EDGE OF A CULTIVATED FIELD.
 FD0399'
 FD0399'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD0399'SOUTHWEST ON STATE
 FD0399'HIGHWAY 31A FOR 6.05 MILES TO A CROSSROAD AND ANGLING DIRT ROAD
 FD0399'LEADING SOUTH.  TURN
 FD0399'LEFT, TAKE DIRT ROAD LEADING SOUTH FOR 0.3 MILE
 FD0399'TO A FORK.  KEEP LEFT, AND GO SOUTHERLY
 FD0399'FOR 1.8 MILES TO AN ANGLING
 FD0399'CROSSROAD.  TURN LEFT, AND GO NORTH AND EAST FOR 1.45
 FD0399'MILES TO THE
 FD0399'AZIMUTH MARK ON THE RIGHT.  PROCEED EAST, FOR 0.15 MILE TO A REVERSED
 FD0399'Y AND A WIRE GATE
 FD0399'INTO FIELD, AND THE END OF TRUCK TRAVEL.  PACK
 FD0399'ACROSS FIELD SOUTHERLY ABOUT 0.15
 FD0399'MILE TO A EAST-WEST FENCE LINE, AND
 FD0399'THE STATION.
 FD0399'
 FD0399'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0399'MONUMENT, STAMPED
 FD0399'YOUNG 1960, AND SET FLUSH.  IT IS 6 FEET NORTH OF A WIRE
 FD0399'FENCE, AND 2.7 FEET
 FD0399'NORTHWEST OF A WITNESS SIGN.
 FD0399'
 FD0399'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0399'STAMPED YOUNG NO 1 1960,
 FD0399'AND SET FLUSH.  IT IS 6 FEET NORTH OF A WIRE FENCE,
 FD0399'AND SET ABOUT THE SAME ELEVATION AS
 FD0399'THE STATION MARK.
 FD0399'
 FD0399'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0399'STAMPED YOUNG NO 2 1960,
 FD0399'AND SET FLUSH.  IT IS 8 FEET NORTHEAST OF A 26-INCH
 FD0399'TREE, 6 FEET NORTH OF A WIRE FENCE,
 FD0399'AND SET ABOUT THE SAME ELEVATION
 FD0399'AS THE STATION MARK.
 FD0399'
 FD0399'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0399'STAMPED YOUNG 1960, AND SET
 FD0399'FLUSH.  IT IS 11 FEET SOUTH OF THE CENTER OF A TRACK
 FD0399'ROAD, 2.5 FEET WEST OF A WITNESS
 FD0399'SIGN, AND 5 INCHES NORTH OF A WIRE
 FD0399'FENCE.
 FD0399
 FD0399                          STATION RECOVERY (1960)
 FD0399
 FD0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0399'3 MI N FROM BEECH HILL.
 FD0399'FROM THE BEECH SCHOOL IN BEECH HILL, GO 0.3 MILE EAST ON A
 FD0399'PAVED ROAD, THEN 1.55 MILE NORTH ON A GRAVELED ROAD, THEN 0.9
 FD0399'MILE NORTH ON A GRAVELED ROAD TO A REVERSE Y AND A WIRE GATE
 FD0399'INTO A FIELD, THEN GO SOUTHERLY FOR 0.15 MILE TO A EAST-WEST
 FD0399'FENCE LINE, AND THE STATION.  THE STATION MARK IS 6 FT. NORTH OF A
 FD0399'WIRE FENCE, AND 2.7 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK
 FD0399'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1920 ***********************************************************************
 FC1920  DESIGNATION -  YOUNG
 FC1920  PID         -  FC1920
 FC1920  STATE/COUNTY-  TN/DE KALB
 FC1920  USGS QUAD   -  DIBRELL (1979)
 FC1920
 FC1920                         *CURRENT SURVEY CONTROL
 FC1920  ___________________________________________________________________
 FC1920* NAD 83(1995)-  35 51 05.60922(N)    085 47 48.68958(W)     ADJUSTED  
 FC1920* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 FC1920  ___________________________________________________________________
 FC1920  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FC1920  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1920
 FC1920  HORZ ORDER  -  SECOND
 FC1920
 FC1920.The horizontal coordinates were established by classical geodetic methods
 FC1920.and adjusted by the National Geodetic Survey in April 1999..
 FC1920
 FC1920.The orthometric height was scaled from a topographic map.
 FC1920
 FC1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1920
 FC1920.The geoid height was determined by GEOID03.
 FC1920
 FC1920;                    North         East     Units Scale Factor Converg.
 FC1920;SPC TN       -   168,464.552   618,349.317   MT  0.99994845   +0 07 08.1
 FC1920;SPC TN       -   552,704.12  2,028,701.05   sFT  0.99994845   +0 07 08.1
 FC1920;UTM  16      - 3,968,152.417   608,641.689   MT  0.99974544   +0 42 17.0
 FC1920
 FC1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1920!SPC TN       -   0.99995576  x   0.99994845  =   0.99990421
 FC1920!UTM  16      -   0.99995576  x   0.99974544  =   0.99970121
 FC1920
 FC1920|---------------------------------------------------------------------|
 FC1920| PID    Reference Object                     Distance      Geod. Az  |
 FC1920|                                                           dddmmss.s |
 FC1920| CG7003 YOUNG RM 1                           31.532 METERS 09349     |
 FC1920| CG7004 YOUNG RM 2                           38.618 METERS 17753     |
 FC1920| CG7005 YOUNG RM 3 AZIMUTH                                 3473512.2 |
 FC1920|---------------------------------------------------------------------|
 FC1920
 FC1920                          SUPERSEDED SURVEY CONTROL
 FC1920
 FC1920  NAD 83(1995)-  35 51 05.61344(N)    085 47 48.69355(W) AD(       ) 2
 FC1920  NAD 83(1986)-  35 51 05.62057(N)    085 47 48.68956(W) AD(       ) 2
 FC1920  NAD 27      -  35 51 05.37700(N)    085 47 48.74900(W) AD(       ) 2
 FC1920
 FC1920.Superseded values are not recommended for survey control.
 FC1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1920.See file dsdata.txt to determine how the superseded data were derived.
 FC1920
 FC1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0864268152(NAD 83)
 FC1920_MARKER: DS = TRIANGULATION STATION DISK
 FC1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1920
 FC1920  HISTORY     - Date     Condition        Report By
 FC1920  HISTORY     - 1934     MONUMENTED       CGS
 FC1920  HISTORY     - 1960     MARK NOT FOUND   USGS
 FC1920
 FC1920                          STATION DESCRIPTION
 FC1920
 FC1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1920'ABOUT 12.7 MILES NORTH OF MCMINNVILLE, ON SUMMIT OF HILL KNOWN
 FC1920'LOCALLY AS GREEN HILL, 75 FEET NORTH OF WARREN-DEKALB COUNTY
 FC1920'LINE, 37.5 FEET EAST OF CENTER LINE OF STATE ROUTE 56, AND 300 YARDS
 FC1920'NORTHEAST OF DWELLING.  TO REACH FROM MCMINNVILLE, GO NORTH
 FC1920'12.7 MILES ON STATE ROUTE 56.  SURFACE AND UNDERGROUND MARKS ARE
 FC1920'STANDARD DISK STATION MARKS IN CONCRETE.
 FC1920'REFERENCE MARKS NO. 1 AND NO. 3 ARE STANDARD REFERENCE DISKS IN
 FC1920'CONCRETE.  NO. 1 IS 16 FEET SOUTHEAST OF 30-INCH OAK TREE
 FC1920'AND 103.45 FEET FROM STATION S 86 DEG 11 MIN E. REFERENCE
 FC1920'MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE, 30
 FC1920'FEET EAST OF HIGHWAY AND 126.70 FEET FROM STATION S 02 DEG 07 MIN E.
 FC1920'NO. 3 IS ON PROPERTY OF GABRIEL YOUNG, 5 YARDS WEST OF
 FC1920'CENTER LINE OF ROAD, ABOUT 30 YARDS WEST OF AND DIRECTLY ACROSS
 FC1920'ROAD FROM MR. YOUNGS RESIDENCE, ABOUT 6 FEET SOUTHWEST OF MR. YOUNGS
 FC1920'BOX, ON EAST EDGE OF CULTIVATED FIELD, AND APPROXIMATELY 0.1 MILE
 FC1920'FROM STATION N 12 DEG 25 MIN W.
 FC1920
 FC1920                          STATION RECOVERY (1960)
 FC1920
 FC1920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FC1920'STATION DESTROYED.
 FC1920'
 FC1920'A DEEPER CUT WAS MADE ALONG THE HIGHWAY HERE TO LOWER THE ROAD BED SO
 FC1920'AS TO HAVE A LOWER GRADE.  IN SO DOING, THE HIGHWAY CREW BROKE
 FC1920'THE CONCRETE POST, AND LOST THE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0397 ***********************************************************************
 FD0397  DESIGNATION -  YOUNG AZ MK
 FD0397  PID         -  FD0397
 FD0397  STATE/COUNTY-  TN/GILES
 FD0397  USGS QUAD   -  BRICK CHURCH (1981)
 FD0397
 FD0397                         *CURRENT SURVEY CONTROL
 FD0397  ___________________________________________________________________
 FD0397* NAD 83(1986)-  35 15 45.     (N)    086 52 57.     (W)     SCALED    
 FD0397* NAVD 88     -       319.808  (meters)    1049.24   (feet)  ADJUSTED  
 FD0397  ___________________________________________________________________
 FD0397  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0397  DYNAMIC HT  -         319.512 (meters)    1048.27  (feet)  COMP
 FD0397  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0397
 FD0397  VERT ORDER  -  SECOND    CLASS 0
 FD0397
 FD0397.The horizontal coordinates were scaled from a topographic map and have
 FD0397.an estimated accuracy of +/- 6 seconds.
 FD0397
 FD0397.The orthometric height was determined by differential leveling
 FD0397.and adjusted by the National Geodetic Survey in June 1991..
 FD0397
 FD0397.The geoid height was determined by GEOID03.
 FD0397
 FD0397.The dynamic height is computed by dividing the NAVD 88
 FD0397.geopotential number by the normal gravity value computed on the
 FD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0397.degrees latitude (g = 980.6199 gals.).
 FD0397
 FD0397.The modeled gravity was interpolated from observed gravity values.
 FD0397
 FD0397;                    North         East    Units  Estimated Accuracy
 FD0397;SPC TN       -   103,450.      519,700.      MT  (+/- 180 meters Scaled)
 FD0397
 FD0397                          SUPERSEDED SURVEY CONTROL
 FD0397
 FD0397  NGVD 29 (??/??/92)  319.785  (m)         1049.16   (f) ADJ UNCH    2 0
 FD0397
 FD0397.Superseded values are not recommended for survey control.
 FD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0397.See file dsdata.txt to determine how the superseded data were derived.
 FD0397
 FD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106021(NAD 83)
 FD0397_MARKER: DZ = AZIMUTH MARK DISK
 FD0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0397_STAMPING: YOUNG 1960
 FD0397_MARK LOGO: CGS   
 FD0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0397+STABILITY: SURFACE MOTION
 FD0397
 FD0397  HISTORY     - Date     Condition        Report By
 FD0397  HISTORY     - 1960     MONUMENTED       CGS
 FD0397
 FD0397                          STATION DESCRIPTION
 FD0397
 FD0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0397'3 MI N FROM BEECH HILL.
 FD0397'FROM THE BEECH SCHOOL IN BEECH HILL, GO 0.3 MILE EAST ON A PAVED
 FD0397'ROAD, THEN 1.55 MILE NORTH ON A GRAVELED ROAD, THEN 0.9 MILE
 FD0397'NORTH ON A GRAVELED ROAD TO A REFERSE Y, THEN 0.15 MILE WEST
 FD0397'ON A GRAVELED ROAD.  THE AZIMUTH MARK IS 11 FT. SOUTH OF THE
 FD0397'CENTER OF THE GRAVELED ROAD, 2.5 FT. WEST OF A WITNESS SIGN,
 FD0397'AND 0.5 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 FD0397'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NOTE-- THIS
 FD0397'MARK IS 0.8 MILE SOUTH ON INTERSTATE HIGHWAY 65, AND 0.2 MILE
 FD0397'EAST ON A GRAVELED ROAD FROM B.M. A 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0398 ***********************************************************************
 FD0398  DESIGNATION -  YOUNG RM 1
 FD0398  PID         -  FD0398
 FD0398  STATE/COUNTY-  TN/GILES
 FD0398  USGS QUAD   -  BRICK CHURCH (1981)
 FD0398
 FD0398                         *CURRENT SURVEY CONTROL
 FD0398  ___________________________________________________________________
 FD0398* NAD 83(1986)-  35 15 34.     (N)    086 52 49.     (W)     SCALED    
 FD0398* NAVD 88     -       327.925  (meters)    1075.87   (feet)  ADJUSTED  
 FD0398  ___________________________________________________________________
 FD0398  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0398  DYNAMIC HT  -         327.622 (meters)    1074.87  (feet)  COMP
 FD0398  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0398
 FD0398  VERT ORDER  -  SECOND    CLASS 0
 FD0398
 FD0398.The horizontal coordinates were scaled from a topographic map and have
 FD0398.an estimated accuracy of +/- 6 seconds.
 FD0398
 FD0398.The orthometric height was determined by differential leveling
 FD0398.and adjusted by the National Geodetic Survey in June 1991..
 FD0398
 FD0398.The geoid height was determined by GEOID03.
 FD0398
 FD0398.The dynamic height is computed by dividing the NAVD 88
 FD0398.geopotential number by the normal gravity value computed on the
 FD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0398.degrees latitude (g = 980.6199 gals.).
 FD0398
 FD0398.The modeled gravity was interpolated from observed gravity values.
 FD0398
 FD0398;                    North         East    Units  Estimated Accuracy
 FD0398;SPC TN       -   103,110.      519,900.      MT  (+/- 180 meters Scaled)
 FD0398
 FD0398                          SUPERSEDED SURVEY CONTROL
 FD0398
 FD0398  NGVD 29 (??/??/92)  327.902  (m)         1075.79   (f) ADJ UNCH    2 0
 FD0398
 FD0398.Superseded values are not recommended for survey control.
 FD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0398.See file dsdata.txt to determine how the superseded data were derived.
 FD0398
 FD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE108018(NAD 83)
 FD0398_MARKER: DR = REFERENCE MARK DISK
 FD0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0398_STAMPING: YOUNG NO 1 1960
 FD0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0398+STABILITY: SURFACE MOTION
 FD0398
 FD0398  HISTORY     - Date     Condition        Report By
 FD0398  HISTORY     - 1960     MONUMENTED       CGS
 FD0398
 FD0398                          STATION DESCRIPTION
 FD0398
 FD0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0398'3 MI N FROM BEECH HILL.
 FD0398'THIS MARK IS LOCATED AT THE YOUNG 1960 STATION SITE, 65 FT.
 FD0398'EAST OF THE STATION MARK, AND 6 FT. NORTH OF A WIRE FENCE.  THE
 FD0398'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0398'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0400 ***********************************************************************
 FD0400  DESIGNATION -  YOUNG RM 2
 FD0400  PID         -  FD0400
 FD0400  STATE/COUNTY-  TN/GILES
 FD0400  USGS QUAD   -  BRICK CHURCH (1981)
 FD0400
 FD0400                         *CURRENT SURVEY CONTROL
 FD0400  ___________________________________________________________________
 FD0400* NAD 83(1986)-  35 15 34.     (N)    086 52 49.     (W)     SCALED    
 FD0400* NAVD 88     -       327.459  (meters)    1074.34   (feet)  ADJUSTED  
 FD0400  ___________________________________________________________________
 FD0400  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0400  DYNAMIC HT  -         327.156 (meters)    1073.34  (feet)  COMP
 FD0400  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0400
 FD0400  VERT ORDER  -  SECOND    CLASS 0
 FD0400
 FD0400.The horizontal coordinates were scaled from a topographic map and have
 FD0400.an estimated accuracy of +/- 6 seconds.
 FD0400
 FD0400.The orthometric height was determined by differential leveling
 FD0400.and adjusted by the National Geodetic Survey in June 1991..
 FD0400
 FD0400.The geoid height was determined by GEOID03.
 FD0400
 FD0400.The dynamic height is computed by dividing the NAVD 88
 FD0400.geopotential number by the normal gravity value computed on the
 FD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0400.degrees latitude (g = 980.6199 gals.).
 FD0400
 FD0400.The modeled gravity was interpolated from observed gravity values.
 FD0400
 FD0400;                    North         East    Units  Estimated Accuracy
 FD0400;SPC TN       -   103,110.      519,900.      MT  (+/- 180 meters Scaled)
 FD0400
 FD0400                          SUPERSEDED SURVEY CONTROL
 FD0400
 FD0400  NGVD 29 (??/??/92)  327.436  (m)         1074.26   (f) ADJ UNCH    2 0
 FD0400
 FD0400.Superseded values are not recommended for survey control.
 FD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0400.See file dsdata.txt to determine how the superseded data were derived.
 FD0400
 FD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE108018(NAD 83)
 FD0400_MARKER: DB = BENCH MARK DISK
 FD0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0400_STAMPING: YOUNG NO 2 1960
 FD0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0400+STABILITY: SURFACE MOTION
 FD0400
 FD0400  HISTORY     - Date     Condition        Report By
 FD0400  HISTORY     - 1960     MONUMENTED       CGS
 FD0400
 FD0400                          STATION DESCRIPTION
 FD0400
 FD0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0400'3 MI N FROM BEECH HILL.
 FD0400'THIS MARK IS LOCATED AT THE YOUNG 1960 STATION SITE, 69.5
 FD0400'FT. WEST OF THE STATION MARK, 8 FT. NORTHEAST OF A 26-INCH
 FD0400'TREE AND 6 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 FD0400'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2515 ***********************************************************************
 FE2515  DESIGNATION -  YUM
 FE2515  PID         -  FE2515
 FE2515  STATE/COUNTY-  TN/FAYETTE
 FE2515  USGS QUAD   -  LAMBERT (1983)
 FE2515
 FE2515                         *CURRENT SURVEY CONTROL
 FE2515  ___________________________________________________________________
 FE2515* NAD 83(1995)-  35 21 38.85528(N)    089 23 24.45331(W)     ADJUSTED  
 FE2515* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FE2515  ___________________________________________________________________
 FE2515  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FE2515  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2515
 FE2515  HORZ ORDER  -  SECOND
 FE2515
 FE2515.The horizontal coordinates were established by classical geodetic methods
 FE2515.and adjusted by the National Geodetic Survey in April 1999..
 FE2515
 FE2515.The orthometric height was scaled from a topographic map.
 FE2515
 FE2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2515
 FE2515.The geoid height was determined by GEOID03.
 FE2515
 FE2515;                    North         East     Units Scale Factor Converg.
 FE2515;SPC TN       -   119,332.379   291,953.236   MT  0.99998230   -1 59 05.0
 FE2515;SPC TN       -   391,509.65    957,849.91   sFT  0.99998230   -1 59 05.0
 FE2515;UTM  16      - 3,915,677.079   282,837.748   MT  1.00018121   -1 23 01.5
 FE2515
 FE2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2515!SPC TN       -   0.99998330  x   0.99998230  =   0.99996560
 FE2515!UTM  16      -   0.99998330  x   1.00018121  =   1.00016450
 FE2515
 FE2515|---------------------------------------------------------------------|
 FE2515| PID    Reference Object                     Distance      Geod. Az  |
 FE2515|                                                           dddmmss.s |
 FE2515| CG5409 YUM RM 1                             25.263 METERS 10206     |
 FE2515| CG5410 YUM RM 2                             27.089 METERS 21447     |
 FE2515| CG5408 YUM AZ MK                                          2225621.2 |
 FE2515| FE2517 STANTON MUNICIPAL TANK              APPROX.11.4 KM 3550747.5 |
 FE2515|---------------------------------------------------------------------|
 FE2515
 FE2515                          SUPERSEDED SURVEY CONTROL
 FE2515
 FE2515  NAD 83(1995)-  35 21 38.86088(N)    089 23 24.45472(W) AD(       ) 2
 FE2515  NAD 83(1986)-  35 21 38.86714(N)    089 23 24.45382(W) AD(       ) 2
 FE2515  NAD 27      -  35 21 38.56710(N)    089 23 24.19460(W) AD(       ) 2
 FE2515
 FE2515.Superseded values are not recommended for survey control.
 FE2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2515.See file dsdata.txt to determine how the superseded data were derived.
 FE2515
 FE2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8283815677(NAD 83)
 FE2515_MARKER: DS = TRIANGULATION STATION DISK
 FE2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2515
 FE2515  HISTORY     - Date     Condition        Report By
 FE2515  HISTORY     - 1958     MONUMENTED       CGS
 FE2515  HISTORY     - 1958     GOOD             CGS
 FE2515
 FE2515                          STATION DESCRIPTION
 FE2515
 FE2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2515'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHEAST OF STANTON, ABOUT 8
 FE2515'MILES NORTHWEST OF SOMERVILLE, AND IS ON THE PROPERTY OF MR. FRED
 FE2515'T. FOWLER. IT IS JUST SOUTH OF THE HIGHEST POINT OF A PROMINENT HILL,
 FE2515'48 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 11
 FE2515'FEET EAST OF A WIRE FENCE, 12 FEET SOUTH OF A WIRE FENCE AND 10 FEET
 FE2515'SOUTH OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE
 FE2515'DISK IS STAMPED YUM 1958.
 FE2515'
 FE2515'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN
 FE2515'STANTON, GO WEST ON A PAVED STREET (ABOUT 200 FEET NORTH OF
 FE2515'DEPOT) FOR 0.15 MILE TO A PAVED T-STREET. TURN LEFT AND GO SOUTH ON A
 FE2515'PAVED ROAD FOR 0.15 MILE TO A RAILROAD CROSSING. CONTINUE SOUTH ON
 FE2515'THE PAVED ROAD FOR 1.25 MILES TO WHERE PAVED ROAD TURNS LEFT AND A
 FE2515'GRAVEL ROAD GOES STRAIGHT AHEAD. TURN LEFT AND GO SOUTH-SOUTHEAST ON
 FE2515'THE PAVED ROAD FOR 4.05 MILES TO A GRAVEL ROAD RIGHT. CONTINUE
 FE2515'STRAIGHT AHEAD FOR 3.95 MILES TO A GRAVELED ROAD RIGHT JUST BEFORE
 FE2515'CROSSING A SMALL BRIDGE. TURN RIGHT AND GO WEST ON THE GRAVELED ROAD
 FE2515'FOR 0.45 MILE TO A GRAVELED ROAD RIGHT. CONTINUE STRAIGHT AHEAD ON
 FE2515'THE GRAVELED ROAD FOR 1.2 MILES TO A DIRT ROAD RIGHT*. TURN
 FE2515'RIGHT AND GO NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE LINE
 FE2515'FOR 0.2 MILE TO A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK.
 FE2515'TURN RIGHT PASSING THROUGH WIRE GATE AND GO NORTHEAST ACROSS A
 FE2515'PASTURE FIELD FOR 0.25 MILE TO THE STATION, NORTHWEST OF A FRAME
 FE2515'TENANT HOUSE.
 FE2515'
 FE2515'REFERENCE MARK NO 1 IS 51 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FE2515'FRAME TENANT HOUSE, 30 FEET S OF A WIRE FENCE AND 25 FEET WEST OF
 FE2515'A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED YUM NO 1
 FE2515'1958.
 FE2515'
 FE2515'REFERENCE MARK NO 2 IS 49 FEET EAST OF A 12-INCH LOCUST TREE, EAST
 FE2515'ONE OF TWO, 6 INCHES N OF A FENCE AND 47 FEET WEST OF A FENCE
 FE2515'CORNER. THE MONUMENT IS 1 INCH BELOW GROUND SURFACE AND THE DISK IS
 FE2515'STAMPED YUM NO 2 1958.
 FE2515'
 FE2515'THE AZIMUTH MARK IS 6 FEET SOUTH OF A SOUTH GATE POST, 3 FEET SOUTH
 FE2515'OF A WHITE WITNESS POST, 1 FOOT EAST OF A WIRE FENCE AND 43 FEET
 FE2515'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE. THE MONUMENT
 FE2515'PROJECTS 3 INCHES AND THE DISK IS STAMPED YUM 1958.
 FE2515'
 FE2515'*NOTE- IN WET WEATHER THIS IS A PACK FROM THIS POINT.
 FE2515'
 FE2515'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2515
 FE2515                          STATION RECOVERY (1958)
 FE2515
 FE2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2515'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2515'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FE2515'
 FE2515'A DISCREPANCY WAS FOUND IN THE DESCRIPTION OF REFERENCE MARK NO. 1.
 FE2515'THE MEASUREMENT NORTH OF THE NORTHEAST CORNER OF THE FRAME TENANT
 FE2515'HOUSE IS 5 FEET AND NOT 51 FEET.
 FE2515'
 FE2515'THE REST OF THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1155 ***********************************************************************
 FE1155  DESIGNATION -  YY 12 RESET
 FE1155  PID         -  FE1155
 FE1155  STATE/COUNTY-  TN/FAYETTE
 FE1155  USGS QUAD   -  ROSSVILLE (1981)
 FE1155
 FE1155                         *CURRENT SURVEY CONTROL
 FE1155  ___________________________________________________________________
 FE1155* NAD 83(1986)-  35 02 58.     (N)    089 32 17.     (W)     SCALED    
 FE1155* NAVD 88     -        96.090  (meters)     315.26   (feet)  ADJUSTED  
 FE1155  ___________________________________________________________________
 FE1155  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1155  DYNAMIC HT  -          96.000 (meters)     314.96  (feet)  COMP
 FE1155  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FE1155
 FE1155  VERT ORDER  -  FIRST     CLASS II
 FE1155
 FE1155.The horizontal coordinates were scaled from a topographic map and have
 FE1155.an estimated accuracy of +/- 6 seconds.
 FE1155
 FE1155.The orthometric height was determined by differential leveling
 FE1155.and adjusted by the National Geodetic Survey in June 1991..
 FE1155.WARNING-Repeat measurements at this control monument indicate possible
 FE1155.vertical movement.
 FE1155
 FE1155.The geoid height was determined by GEOID03.
 FE1155
 FE1155.The dynamic height is computed by dividing the NAVD 88
 FE1155.geopotential number by the normal gravity value computed on the
 FE1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1155.degrees latitude (g = 980.6199 gals.).
 FE1155
 FE1155.The modeled gravity was interpolated from observed gravity values.
 FE1155
 FE1155;                    North         East    Units  Estimated Accuracy
 FE1155;SPC TN       -    85,290.      277,270.      MT  (+/- 180 meters Scaled)
 FE1155
 FE1155                          SUPERSEDED SURVEY CONTROL
 FE1155
 FE1155  NGVD 29 (??/??/??)   96.102  (m)          315.29   (f) ADJUSTED    1 2
 FE1155
 FE1155.Superseded values are not recommended for survey control.
 FE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1155.See file dsdata.txt to determine how the superseded data were derived.
 FE1155
 FE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD685814(NAD 83)
 FE1155_MARKER: DB = BENCH MARK DISK
 FE1155_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FE1155+WITH SETTING: PAVEMENT
 FE1155_STAMPING: YY 12 1934 RESET 1943
 FE1155_MARK LOGO: CGS   
 FE1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1155+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE1155
 FE1155  HISTORY     - Date     Condition        Report By
 FE1155  HISTORY     - 1943     MONUMENTED       CGS
 FE1155  HISTORY     - 1944     GOOD             CGS
 FE1155  HISTORY     - 1983     GOOD             NGS
 FE1155  HISTORY     - 20020410 GOOD             USACE
 FE1155
 FE1155                          STATION DESCRIPTION
 FE1155
 FE1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1155'0.3 MI E FROM ROSSVILLE.
 FE1155'0.3 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1155'ROSSVILLE, FAYETTE COUNTY, AT BLOCK SIGNAL 5207 A, IN THE TOP
 FE1155'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 9.5 FEET NORTH
 FE1155'OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.
 FE1155'A STANDARD DISK, STAMPED YY 12 1934 RESET 1943.
 FE1155
 FE1155                          STATION RECOVERY (1983)
 FE1155
 FE1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1155'RECOVERED IN GOOD CONDITION.  NOTE, DELETE ABOUT LEVEL WITH THE TRACK.
 FE1155'ADD, 0.61 METER (2.0 FT) BELOW THE RAILROAD TRACKS.
 FE1155
 FE1155                          STATION RECOVERY (2002)
 FE1155
 FE1155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1011 ***********************************************************************
 FE1011  DESIGNATION -  YYY 12
 FE1011  PID         -  FE1011
 FE1011  STATE/COUNTY-  TN/HARDEMAN
 FE1011  USGS QUAD   -  MIDDLETON (1980)
 FE1011
 FE1011                         *CURRENT SURVEY CONTROL
 FE1011  ___________________________________________________________________
 FE1011* NAD 83(1986)-  35 02 48.     (N)    088 59 53.     (W)     SCALED    
 FE1011* NAVD 88     -       163.463  (meters)     536.29   (feet)  ADJUSTED  
 FE1011  ___________________________________________________________________
 FE1011  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE1011  DYNAMIC HT  -         163.307 (meters)     535.78  (feet)  COMP
 FE1011  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FE1011
 FE1011  VERT ORDER  -  FIRST     CLASS II
 FE1011
 FE1011.The horizontal coordinates were scaled from a topographic map and have
 FE1011.an estimated accuracy of +/- 6 seconds.
 FE1011
 FE1011.The orthometric height was determined by differential leveling
 FE1011.and adjusted by the National Geodetic Survey in June 1991..
 FE1011
 FE1011.The geoid height was determined by GEOID03.
 FE1011
 FE1011.The dynamic height is computed by dividing the NAVD 88
 FE1011.geopotential number by the normal gravity value computed on the
 FE1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1011.degrees latitude (g = 980.6199 gals.).
 FE1011
 FE1011.The modeled gravity was interpolated from observed gravity values.
 FE1011
 FE1011;                    North         East    Units  Estimated Accuracy
 FE1011;SPC TN       -    83,340.      326,500.      MT  (+/- 180 meters Scaled)
 FE1011
 FE1011                          SUPERSEDED SURVEY CONTROL
 FE1011
 FE1011  NGVD 29 (??/??/??)  163.414  (m)          536.13   (f) ADJUSTED    1 2
 FE1011
 FE1011.Superseded values are not recommended for survey control.
 FE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1011.See file dsdata.txt to determine how the superseded data were derived.
 FE1011
 FE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD177800(NAD 83)
 FE1011_MARKER: DB = BENCH MARK DISK
 FE1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1011_SP_SET: CONCRETE BASE
 FE1011_STAMPING: YYY 12 1934
 FE1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1011
 FE1011  HISTORY     - Date     Condition        Report By
 FE1011  HISTORY     - 1934     MONUMENTED       CGS
 FE1011  HISTORY     - 1944     GOOD             CGS
 FE1011  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1011
 FE1011                          STATION DESCRIPTION
 FE1011
 FE1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1011'1.5 MI W FROM SAULSBURY.
 FE1011'1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1011'ROGERS SPRING, HARDEMAN COUNTY, 500 FEET NORTHEAST OF THE STATE
 FE1011'HIGHWAY 57 OVERPASS, 30 FEET WEST OF MILEPOST 489, AT BLOCK
 FE1011'SIGNAL 4890 A, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 FE1011'BASE, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 FE1011'ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 FE1011'STAMPED YYY 12 1934.
 FE1011
 FE1011                          STATION RECOVERY (1983)
 FE1011
 FE1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1011'NOT RECOVERED.  BLOCK SIGNAL 4890 IS NOW LOCATED ABOUT 250 FEET
 FE1011'NORTHEAST OF HIGHWAY 57 OVERPASS BRIDGE AND ABOUT 250 FEET SOUTHWEST
 FE1011'OF RAILROAD MILEPOST 489, IT APPEARS SIGNAL IS NOW SITTING ON A NEW
 FE1011'ROUND CONCRETE BASE.  NO DISK FOUND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0526 ***********************************************************************
 FE0526  DESIGNATION -  Z
 FE0526  PID         -  FE0526
 FE0526  STATE/COUNTY-  TN/MCNAIRY
 FE0526  USGS QUAD   -  PURDY (1984)
 FE0526
 FE0526                         *CURRENT SURVEY CONTROL
 FE0526  ___________________________________________________________________
 FE0526* NAD 83(1986)-  35 14 04.     (N)    088 36 19.     (W)     SCALED    
 FE0526* NAVD 88     -       142.805  (meters)     468.52   (feet)  ADJUSTED  
 FE0526  ___________________________________________________________________
 FE0526  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0526  DYNAMIC HT  -         142.674 (meters)     468.09  (feet)  COMP
 FE0526  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 FE0526
 FE0526  VERT ORDER  -  FIRST     CLASS II
 FE0526
 FE0526.The horizontal coordinates were scaled from a topographic map and have
 FE0526.an estimated accuracy of +/- 6 seconds.
 FE0526
 FE0526.The orthometric height was determined by differential leveling
 FE0526.and adjusted by the National Geodetic Survey in June 1991..
 FE0526
 FE0526.The geoid height was determined by GEOID03.
 FE0526
 FE0526.The dynamic height is computed by dividing the NAVD 88
 FE0526.geopotential number by the normal gravity value computed on the
 FE0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0526.degrees latitude (g = 980.6199 gals.).
 FE0526
 FE0526.The modeled gravity was interpolated from observed gravity values.
 FE0526
 FE0526;                    North         East    Units  Estimated Accuracy
 FE0526;SPC TN       -   103,140.      362,880.      MT  (+/- 180 meters Scaled)
 FE0526
 FE0526                          SUPERSEDED SURVEY CONTROL
 FE0526
 FE0526  NGVD 29 (??/??/??)  142.806  (m)          468.52   (f) ADJUSTED    1 2
 FE0526
 FE0526.Superseded values are not recommended for survey control.
 FE0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0526.See file dsdata.txt to determine how the superseded data were derived.
 FE0526
 FE0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE539002(NAD 83)
 FE0526_MARKER: DB = BENCH MARK DISK
 FE0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0526_SP_SET: BUILDING
 FE0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0526
 FE0526  HISTORY     - Date     Condition        Report By
 FE0526  HISTORY     - UNK      MONUMENTED       CGS
 FE0526  HISTORY     - 1949     GOOD             CGS
 FE0526  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0526
 FE0526                          STATION DESCRIPTION
 FE0526
 FE0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0526'AT BETHEL SPRINGS.
 FE0526'AT BETHEL SPRINGS, MCNAIRY  COUNTY, 159.8 FEET SOUTH OF THE
 FE0526'SOUTH CORNER OF THE GULF, MOBILE AND OHIO RAILROAD STATION, AT
 FE0526'THE EAST CORNER OF A BRICK STORE, AT THE FIRST DOOR NORTHWEST
 FE0526'OF THE EAST CORNER, 2 DOOR SOUTHEAST OF THE POST OFFICE, MARK
 FE0526'IS THE SURFACE BETWEEN TWO FILE MARKS ABOUT 1/2-INCH APART
 FE0526'ENCLOSED BY THE LETTERS U.S.B.M. STAMPED IN THE IRON DOOR SILL,
 FE0526'0.45 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE CORRUGATED IRON
 FE0526'DOOR SILL, 0.45 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE DOOR.
 FE0526'NOTE-- OLD STORE BUILDING TORN DOWN.  THE N PART OF ONE OF THE
 FE0526'OLD STORES NOW BEING USED FOR LUMBER STORAGE.  A DOOR SILL OF
 FE0526'IRON IS IN, BUT IT IS NOT THE BUILDING.  NO MARKS WERE FOUND ON
 FE0526'IT.
 FE0526
 FE0526                          STATION RECOVERY (1972)
 FE0526
 FE0526'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0155 ***********************************************************************
 FC0155  DESIGNATION -  Z 10
 FC0155  PID         -  FC0155
 FC0155  STATE/COUNTY-  TN/BLOUNT
 FC0155  USGS QUAD   -  TALLASSEE (1985)
 FC0155
 FC0155                         *CURRENT SURVEY CONTROL
 FC0155  ___________________________________________________________________
 FC0155* NAD 83(1986)-  35 32 59.     (N)    084 05 23.     (W)     SCALED    
 FC0155* NAVD 88     -       250.095  (meters)     820.52   (feet)  ADJUSTED  
 FC0155  ___________________________________________________________________
 FC0155  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0155  DYNAMIC HT  -         249.856 (meters)     819.74  (feet)  COMP
 FC0155  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 FC0155
 FC0155  VERT ORDER  -  FIRST     CLASS II
 FC0155
 FC0155.The horizontal coordinates were scaled from a topographic map and have
 FC0155.an estimated accuracy of +/- 6 seconds.
 FC0155
 FC0155.The orthometric height was determined by differential leveling
 FC0155.and adjusted by the National Geodetic Survey in June 1991..
 FC0155
 FC0155.The geoid height was determined by GEOID03.
 FC0155
 FC0155.The dynamic height is computed by dividing the NAVD 88
 FC0155.geopotential number by the normal gravity value computed on the
 FC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0155.degrees latitude (g = 980.6199 gals.).
 FC0155
 FC0155.The modeled gravity was interpolated from observed gravity values.
 FC0155
 FC0155;                    North         East    Units  Estimated Accuracy
 FC0155;SPC TN       -   136,650.      773,190.      MT  (+/- 180 meters Scaled)
 FC0155
 FC0155                          SUPERSEDED SURVEY CONTROL
 FC0155
 FC0155  NGVD 29 (??/??/92)  250.220  (m)          820.93   (f) ADJ UNCH    1 2
 FC0155
 FC0155.Superseded values are not recommended for survey control.
 FC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0155.See file dsdata.txt to determine how the superseded data were derived.
 FC0155
 FC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE638379(NAD 83)
 FC0155_MARKER: DB = BENCH MARK DISK
 FC0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0155_SP_SET: RAILWAY HEADWALL
 FC0155_STAMPING: 821.130 Z 10 1932
 FC0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0155
 FC0155  HISTORY     - Date     Condition        Report By
 FC0155  HISTORY     - 1932     MONUMENTED       CGS
 FC0155  HISTORY     - 1934     GOOD             NGS
 FC0155  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0155
 FC0155                          STATION DESCRIPTION
 FC0155
 FC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0155'0.3 MI N FROM BABCOCK.
 FC0155'0.3 MILE NORTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FC0155'STATION AT BABCOCK, BLOUNT COUNTY, 0.2 MILE NORTH OF AN ABANDONED
 FC0155'RAILWAY BRIDGE OVER LITTLE TENNESSEE RIVER, 50 YARDS WEST OF
 FC0155'STATE HIGHWAY 72, AT A CONCRETE RAILWAY CULVERT, IN THE TOP
 FC0155'OF THE EAST HEADWALL, 4 FEET EAST OF THE EAST RAIL, AND ABOUT
 FC0155'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 821.130
 FC0155'Z 10 1932.
 FC0155
 FC0155                          STATION RECOVERY (1983)
 FC0155
 FC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0475 ***********************************************************************
 GA0475  DESIGNATION -  Z 100
 GA0475  PID         -  GA0475
 GA0475  STATE/COUNTY-  TN/WASHINGTON
 GA0475  USGS QUAD   -  BLUFF CITY (1968)
 GA0475
 GA0475                         *CURRENT SURVEY CONTROL
 GA0475  ___________________________________________________________________
 GA0475* NAD 83(1986)-  36 22 48.     (N)    082 21 24.     (W)     SCALED    
 GA0475* NAVD 88     -       430.680  (meters)    1412.99   (feet)  ADJUSTED  
 GA0475  ___________________________________________________________________
 GA0475  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0475  DYNAMIC HT  -         430.276 (meters)    1411.66  (feet)  COMP
 GA0475  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 GA0475
 GA0475  VERT ORDER  -  SECOND    CLASS 0
 GA0475
 GA0475.The horizontal coordinates were scaled from a topographic map and have
 GA0475.an estimated accuracy of +/- 6 seconds.
 GA0475
 GA0475.The orthometric height was determined by differential leveling
 GA0475.and adjusted by the National Geodetic Survey in June 1991..
 GA0475
 GA0475.The geoid height was determined by GEOID03.
 GA0475
 GA0475.The dynamic height is computed by dividing the NAVD 88
 GA0475.geopotential number by the normal gravity value computed on the
 GA0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0475.degrees latitude (g = 980.6199 gals.).
 GA0475
 GA0475.The modeled gravity was interpolated from observed gravity values.
 GA0475
 GA0475;                    North         East    Units  Estimated Accuracy
 GA0475;SPC TN       -   233,160.      926,840.      MT  (+/- 180 meters Scaled)
 GA0475
 GA0475                          SUPERSEDED SURVEY CONTROL
 GA0475
 GA0475  NGVD 29 (??/??/92)  430.822  (m)         1413.46   (f) ADJ UNCH    2 0
 GA0475
 GA0475.Superseded values are not recommended for survey control.
 GA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0475.See file dsdata.txt to determine how the superseded data were derived.
 GA0475
 GA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA783269(NAD 83)
 GA0475_MARKER: DB = BENCH MARK DISK
 GA0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0475_STAMPING: Z 100 1935
 GA0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0475+STABILITY: SURFACE MOTION
 GA0475
 GA0475  HISTORY     - Date     Condition        Report By
 GA0475  HISTORY     - 1935     MONUMENTED       CGS
 GA0475  HISTORY     - 1960     GOOD             TVA
 GA0475
 GA0475                          STATION DESCRIPTION
 GA0475
 GA0475'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0475'3.6 MI SE FROM FLOURVILLE.
 GA0475'3.6 MILES SOUTHEAST ALONG A COUNTY ROAD AND THE OLD BRISTOL
 GA0475'HIGHWAY FROM FLOURVILLE, WASHINGTON COUNTY, AT THE DAN FORD
 GA0475'GENERAL STORE, 55 FEET NORTH OF THE NORTH SIDE OF THE STORE, 23.5
 GA0475'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21.7 FEET SOUTH OF
 GA0475'THE SOUTH SIDE OF A GARAGE, AND 3 FEET LOWER THAN THE HIGHWAY,
 GA0475'AND 1 FOOT EAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0475'Z 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0473 ***********************************************************************
 GA0473  DESIGNATION -  Z 100 X
 GA0473  PID         -  GA0473
 GA0473  STATE/COUNTY-  TN/WASHINGTON
 GA0473  USGS QUAD   -  BLUFF CITY (1968)
 GA0473
 GA0473                         *CURRENT SURVEY CONTROL
 GA0473  ___________________________________________________________________
 GA0473* NAD 83(1986)-  36 23 12.     (N)    082 19 38.     (W)     SCALED    
 GA0473* NAVD 88     -       456.681  (meters)    1498.29   (feet)  ADJUSTED  
 GA0473  ___________________________________________________________________
 GA0473  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0473  DYNAMIC HT  -         456.254 (meters)    1496.89  (feet)  COMP
 GA0473  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 GA0473
 GA0473  VERT ORDER  -  SECOND    CLASS 0
 GA0473
 GA0473.The horizontal coordinates were scaled from a topographic map and have
 GA0473.an estimated accuracy of +/- 6 seconds.
 GA0473
 GA0473.The orthometric height was determined by differential leveling
 GA0473.and adjusted by the National Geodetic Survey in June 1991..
 GA0473
 GA0473.The geoid height was determined by GEOID03.
 GA0473
 GA0473.The dynamic height is computed by dividing the NAVD 88
 GA0473.geopotential number by the normal gravity value computed on the
 GA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0473.degrees latitude (g = 980.6199 gals.).
 GA0473
 GA0473.The modeled gravity was interpolated from observed gravity values.
 GA0473
 GA0473;                    North         East    Units  Estimated Accuracy
 GA0473;SPC TN       -   234,000.      929,450.      MT  (+/- 180 meters Scaled)
 GA0473
 GA0473                          SUPERSEDED SURVEY CONTROL
 GA0473
 GA0473  NGVD 29 (??/??/92)  456.827  (m)         1498.77   (f) ADJ UNCH    2 0
 GA0473
 GA0473.Superseded values are not recommended for survey control.
 GA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0473.See file dsdata.txt to determine how the superseded data were derived.
 GA0473
 GA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA809276(NAD 83)
 GA0473_MARKER: DB = BENCH MARK DISK
 GA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0473_STAMPING: Z 100 X 1935
 GA0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0473+STABILITY: SURFACE MOTION
 GA0473
 GA0473  HISTORY     - Date     Condition        Report By
 GA0473  HISTORY     - 1935     MONUMENTED       CGS
 GA0473
 GA0473                          STATION DESCRIPTION
 GA0473
 GA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0473'2.6 MI SW FROM WATAUGA.
 GA0473'IN WASHINGTON COUNTY, 2.6 MILES WEST ALONG THE JOHNSON CITY ROAD
 GA0473'AND THE HAWTHORNE CHURCH ROAD FROM THE SOUTHERN RAILWAY STATION
 GA0473'AT WATAUGA, CARTER COUNTY, AT THE W.P. SMITH RESIDENCE, 27 YARDS
 GA0473'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 47 FEET NORTHWEST
 GA0473'OF THE NORTHWEST END OF A BARN, 45 FEET SOUTHWEST OF AN 8-INCH
 GA0473'CEDAR TREE, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA0473'STAMPED Z 100 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0251 ***********************************************************************
 GA0251  DESIGNATION -  Z 101
 GA0251  PID         -  GA0251
 GA0251  STATE/COUNTY-  TN/SULLIVAN
 GA0251  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0251
 GA0251                         *CURRENT SURVEY CONTROL
 GA0251  ___________________________________________________________________
 GA0251* NAD 83(1986)-  36 34 39.     (N)    082 21 38.     (W)     SCALED    
 GA0251* NAVD 88     -       483.230  (meters)    1585.40   (feet)  ADJUSTED  
 GA0251  ___________________________________________________________________
 GA0251  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0251  DYNAMIC HT  -         482.785 (meters)    1583.94  (feet)  COMP
 GA0251  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 GA0251
 GA0251  VERT ORDER  -  SECOND    CLASS 0
 GA0251
 GA0251.The horizontal coordinates were scaled from a topographic map and have
 GA0251.an estimated accuracy of +/- 6 seconds.
 GA0251
 GA0251.The orthometric height was determined by differential leveling
 GA0251.and adjusted by the National Geodetic Survey in June 1991..
 GA0251
 GA0251.The geoid height was determined by GEOID03.
 GA0251
 GA0251.The dynamic height is computed by dividing the NAVD 88
 GA0251.geopotential number by the normal gravity value computed on the
 GA0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0251.degrees latitude (g = 980.6199 gals.).
 GA0251
 GA0251.The modeled gravity was interpolated from observed gravity values.
 GA0251
 GA0251;                    North         East    Units  Estimated Accuracy
 GA0251;SPC TN       -   255,050.      925,670.      MT  (+/- 180 meters Scaled)
 GA0251
 GA0251                          SUPERSEDED SURVEY CONTROL
 GA0251
 GA0251  NGVD 29 (??/??/92)  483.380  (m)         1585.89   (f) ADJ UNCH    2 0
 GA0251
 GA0251.Superseded values are not recommended for survey control.
 GA0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0251.See file dsdata.txt to determine how the superseded data were derived.
 GA0251
 GA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA782488(NAD 83)
 GA0251_MARKER: DB = BENCH MARK DISK
 GA0251_SETTING: 66 = SET IN ROCK OUTCROP
 GA0251_SP_SET: ROCK OUTCROP
 GA0251_STAMPING: Z 101 1935
 GA0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0251+STABILITY: POSITION/ELEVATION WELL
 GA0251
 GA0251  HISTORY     - Date     Condition        Report By
 GA0251  HISTORY     - 1935     MONUMENTED       CGS
 GA0251  HISTORY     - 1959     GOOD             TVA
 GA0251
 GA0251                          STATION DESCRIPTION
 GA0251
 GA0251'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0251'AT MILL POINT.
 GA0251'AT MILL POINT, SULLIVAN COUNTY, ON THE BRISTOL ROAD, 200 YARDS
 GA0251'SOUTH OF THE EMMANUAL LUTHERAN CHURCH, 17 YARDS EAST OF THE
 GA0251'JUNCTION OF A ROAD LEADING NORTH, 20 FEET NORTH OF THE CENTERLINE
 GA0251'OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, AND 4 FEET HIGHER
 GA0251'THAN THE ROAD.  A STANDARD DISK, STAMPED Z 101 1935.  NOTE-- THIS
 GA0251'MARK MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W
 GA0251'AND 58 AT THE WEST END OF STATE STREET IN BRISTOL BY GOING WEST
 GA0251'ON U.S. HIGHWAY 11 W (NEW) FOR 9.2 MILES PLUS 200 FEET NORTH
 GA0251'OF HIGHWAY (4 LANE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1251 ***********************************************************************
 FZ1251  DESIGNATION -  Z 102
 FZ1251  PID         -  FZ1251
 FZ1251  STATE/COUNTY-  TN/JOHNSON
 FZ1251  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1251
 FZ1251                         *CURRENT SURVEY CONTROL
 FZ1251  ___________________________________________________________________
 FZ1251* NAD 83(1986)-  36 31 54.     (N)    081 56 43.     (W)     SCALED    
 FZ1251* NAVD 88     -       933.800  (meters)    3063.64   (feet)  ADJUSTED  
 FZ1251  ___________________________________________________________________
 FZ1251  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1251  DYNAMIC HT  -         932.898 (meters)    3060.68  (feet)  COMP
 FZ1251  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FZ1251
 FZ1251  VERT ORDER  -  SECOND    CLASS 0
 FZ1251
 FZ1251.The horizontal coordinates were scaled from a topographic map and have
 FZ1251.an estimated accuracy of +/- 6 seconds.
 FZ1251
 FZ1251.The orthometric height was determined by differential leveling
 FZ1251.and adjusted by the National Geodetic Survey in June 1991..
 FZ1251
 FZ1251.The geoid height was determined by GEOID03.
 FZ1251
 FZ1251.The dynamic height is computed by dividing the NAVD 88
 FZ1251.geopotential number by the normal gravity value computed on the
 FZ1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1251.degrees latitude (g = 980.6199 gals.).
 FZ1251
 FZ1251.The modeled gravity was interpolated from observed gravity values.
 FZ1251
 FZ1251;                    North         East    Units  Estimated Accuracy
 FZ1251;SPC TN       -   251,430.      963,020.      MT  (+/- 180 meters Scaled)
 FZ1251
 FZ1251                          SUPERSEDED SURVEY CONTROL
 FZ1251
 FZ1251  NGVD 29 (??/??/92)  933.891  (m)         3063.94   (f) ADJ UNCH    2 0
 FZ1251
 FZ1251.Superseded values are not recommended for survey control.
 FZ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1251.See file dsdata.txt to determine how the superseded data were derived.
 FZ1251
 FZ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA153433(NAD 83)
 FZ1251_MARKER: DB = BENCH MARK DISK
 FZ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1251_STAMPING: Z 102 1935
 FZ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1251+STABILITY: SURFACE MOTION
 FZ1251
 FZ1251  HISTORY     - Date     Condition        Report By
 FZ1251  HISTORY     - 1935     MONUMENTED       CGS
 FZ1251
 FZ1251                          STATION DESCRIPTION
 FZ1251
 FZ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1251'1.6 MI NW FROM SHADY VALLEY.
 FZ1251'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1251'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, ON THE
 FZ1251'OUTSIDE OF A CURVE 700 FEET SOUTH OF A ONE-STORY FARMHOUSE,
 FZ1251'200 FEET NORTHWEST OF A 24-INCH BLACK-GUM TREE, 200 FEET NORTHEAST
 FZ1251'OF A BARN, 175 FEET SOUTHWEST OF A ROUTE MARKER, 65 FEET NORTH OF
 FZ1251'THE TWO-STORY FARMHOUSE OF H.J. MOSELEY, 35 FEET NORTH OF THE
 FZ1251'ENTRANCE TO THE HOUSE, ON THE WEST SIDE OF THE HIGHWAY, AT A
 FZ1251'FENCE CORNER, 15 FEET NORTHEAST OF A 24-INCH CHERRY TREE, 12.8
 FZ1251'FEET NORTHWEST OF AN 18-INCH BIRCH TREE, AND 2 FEET LOWER THAN
 FZ1251'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 102 1935 AND SET IN THE
 FZ1251'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0442 ***********************************************************************
 GA0442  DESIGNATION -  Z 103
 GA0442  PID         -  GA0442
 GA0442  STATE/COUNTY-  TN/CARTER
 GA0442  USGS QUAD   -  WATAUGA DAM (1960)
 GA0442
 GA0442                         *CURRENT SURVEY CONTROL
 GA0442  ___________________________________________________________________
 GA0442* NAD 83(1986)-  36 19 34.     (N)    082 04 33.     (W)     SCALED    
 GA0442* NAVD 88     -       540.072  (meters)    1771.89   (feet)  ADJUSTED  
 GA0442  ___________________________________________________________________
 GA0442  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0442  DYNAMIC HT  -         539.526 (meters)    1770.09  (feet)  COMP
 GA0442  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 GA0442
 GA0442  VERT ORDER  -  SECOND    CLASS 0
 GA0442
 GA0442.The horizontal coordinates were scaled from a topographic map and have
 GA0442.an estimated accuracy of +/- 6 seconds.
 GA0442
 GA0442.The orthometric height was determined by differential leveling
 GA0442.and adjusted by the National Geodetic Survey in June 1991..
 GA0442
 GA0442.The geoid height was determined by GEOID03.
 GA0442
 GA0442.The dynamic height is computed by dividing the NAVD 88
 GA0442.geopotential number by the normal gravity value computed on the
 GA0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0442.degrees latitude (g = 980.6199 gals.).
 GA0442
 GA0442.The modeled gravity was interpolated from observed gravity values.
 GA0442
 GA0442;                    North         East    Units  Estimated Accuracy
 GA0442;SPC TN       -   228,160.      952,260.      MT  (+/- 180 meters Scaled)
 GA0442
 GA0442                          SUPERSEDED SURVEY CONTROL
 GA0442
 GA0442  NGVD 29 (??/??/92)  540.180  (m)         1772.24   (f) ADJ UNCH    2 0
 GA0442
 GA0442.Superseded values are not recommended for survey control.
 GA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0442.See file dsdata.txt to determine how the superseded data were derived.
 GA0442
 GA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA034206(NAD 83)
 GA0442_MARKER: DB = BENCH MARK DISK
 GA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0442_STAMPING: Z 103 1935
 GA0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0442+STABILITY: SURFACE MOTION
 GA0442
 GA0442  HISTORY     - Date     Condition        Report By
 GA0442  HISTORY     - 1935     MONUMENTED       CGS
 GA0442
 GA0442                          STATION DESCRIPTION
 GA0442
 GA0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0442'AT FISH SPRINGS.
 GA0442'AT FISH SPRINGS, CARTER COUNTY, ON THE SOUTHERN RAILWAY, 42 FEET
 GA0442'WEST OF THE FREIGHT DEPOT, 25 FEET NORTHEAST OF BRIDGE POST
 GA0442'105.6 T AT WARD BRANCH, 24 FEET NORTH OF THE NORTH RAIL, 35 FEET
 GA0442'SOUTH OF THE CENTERLINE OF A ROAD, AND 1 FOOT LOWER THAN THE
 GA0442'TRACK.  A STANDARD DISK, STAMPED Z 103 1935 AND SET IN THE TOP
 GA0442'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0820 ***********************************************************************
 GA0820  DESIGNATION -  Z 105
 GA0820  PID         -  GA0820
 GA0820  STATE/COUNTY-  TN/GREENE
 GA0820  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0820
 GA0820                         *CURRENT SURVEY CONTROL
 GA0820  ___________________________________________________________________
 GA0820* NAD 83(1986)-  36 17 18.     (N)    082 44 26.     (W)     SCALED    
 GA0820* NAVD 88     -       479.226  (meters)    1572.26   (feet)  POSTED    
 GA0820  ___________________________________________________________________
 GA0820  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0820  DYNAMIC HT  -         478.770 (meters)    1570.76  (feet)  COMP
 GA0820  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 GA0820
 GA0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0820
 GA0820.The horizontal coordinates were scaled from a topographic map and have
 GA0820.an estimated accuracy of +/- 6 seconds.
 GA0820
 GA0820.The orthometric height was determined by differential leveling
 GA0820.and adjusted by the National Geodetic Survey in 1992..
 GA0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0820.rate of 0.0 thru 1.0 mm/km.
 GA0820
 GA0820.The geoid height was determined by GEOID03.
 GA0820
 GA0820.The dynamic height is computed by dividing the NAVD 88
 GA0820.geopotential number by the normal gravity value computed on the
 GA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0820.degrees latitude (g = 980.6199 gals.).
 GA0820
 GA0820.The modeled gravity was interpolated from observed gravity values.
 GA0820
 GA0820;                    North         East    Units  Estimated Accuracy
 GA0820;SPC TN       -   221,780.      892,750.      MT  (+/- 180 meters Scaled)
 GA0820
 GA0820                          SUPERSEDED SURVEY CONTROL
 GA0820
 GA0820  NGVD 29 (??/??/92)  479.361  (m)         1572.70   (f) ADJ UNCH    2 0
 GA0820
 GA0820.Superseded values are not recommended for survey control.
 GA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0820.See file dsdata.txt to determine how the superseded data were derived.
 GA0820
 GA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA436173(NAD 83)
 GA0820_MARKER: DB = BENCH MARK DISK
 GA0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0820_STAMPING: Z 105 1935
 GA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0820+STABILITY: SURFACE MOTION
 GA0820
 GA0820  HISTORY     - Date     Condition        Report By
 GA0820  HISTORY     - 1935     MONUMENTED       CGS
 GA0820
 GA0820                          STATION DESCRIPTION
 GA0820
 GA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0820'10.6 MI NE FROM GREENEVILLE.
 GA0820'10.6 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0820'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 1.3 MILES NORTHEAST
 GA0820'OF NEWMANSVILLE, 50 YARDS SOUTH OF A ROAD CROSSING, AT THE W.E.
 GA0820'DOWNEY RESIDENCE, 35 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE
 GA0820'HOUSE, 11 YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GA0820'1-1/2 FEET NORTHWEST OF A WIRE FENCE LINE, AND LEVEL WITH THE
 GA0820'HIGHWAY.  A STANDARD DISK, STAMPED Z 105 1935 AND SET IN THE TOP
 GA0820'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0977 ***********************************************************************
 GA0977  DESIGNATION -  Z 107
 GA0977  PID         -  GA0977
 GA0977  STATE/COUNTY-  TN/GREENE
 GA0977  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0977
 GA0977                         *CURRENT SURVEY CONTROL
 GA0977  ___________________________________________________________________
 GA0977* NAD 83(1986)-  36 15 49.     (N)    082 39 32.     (W)     SCALED    
 GA0977* NAVD 88     -       480.987  (meters)    1578.04   (feet)  ADJUSTED  
 GA0977  ___________________________________________________________________
 GA0977  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0977  DYNAMIC HT  -         480.528 (meters)    1576.53  (feet)  COMP
 GA0977  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0977
 GA0977  VERT ORDER  -  SECOND    CLASS 0
 GA0977
 GA0977.The horizontal coordinates were scaled from a topographic map and have
 GA0977.an estimated accuracy of +/- 6 seconds.
 GA0977
 GA0977.The orthometric height was determined by differential leveling
 GA0977.and adjusted by the National Geodetic Survey in June 1991..
 GA0977
 GA0977.The geoid height was determined by GEOID03.
 GA0977
 GA0977.The dynamic height is computed by dividing the NAVD 88
 GA0977.geopotential number by the normal gravity value computed on the
 GA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0977.degrees latitude (g = 980.6199 gals.).
 GA0977
 GA0977.The modeled gravity was interpolated from observed gravity values.
 GA0977
 GA0977;                    North         East    Units  Estimated Accuracy
 GA0977;SPC TN       -   219,290.      900,180.      MT  (+/- 180 meters Scaled)
 GA0977
 GA0977                          SUPERSEDED SURVEY CONTROL
 GA0977
 GA0977  NGVD 29 (??/??/92)  481.126  (m)         1578.49   (f) ADJ UNCH    2 0
 GA0977
 GA0977.Superseded values are not recommended for survey control.
 GA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0977.See file dsdata.txt to determine how the superseded data were derived.
 GA0977
 GA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA509144(NAD 83)
 GA0977_MARKER: DB = BENCH MARK DISK
 GA0977_SETTING: 66 = SET IN ROCK OUTCROP
 GA0977_SP_SET: LIMESTONE OUTCROP
 GA0977_STAMPING: Z 107 1935
 GA0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0977+STABILITY: POSITION/ELEVATION WELL
 GA0977
 GA0977  HISTORY     - Date     Condition        Report By
 GA0977  HISTORY     - 1935     MONUMENTED       CGS
 GA0977
 GA0977                          STATION DESCRIPTION
 GA0977
 GA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0977'4.1 MI NW FROM LIMESTONE.
 GA0977'IN GREENE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY 11 E FROM
 GA0977'THE POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, THENCE 3.3 MILES
 GA0977'NORTHWEST ALONG THE JEAROLDSTOWN ROAD, 1 MILE SOUTH OF JOCKEY,
 GA0977'AT THE M. MIDDION PASTURE, 30 YARDS EAST OF THE CENTERLINE OF THE
 GA0977'ROAD, 40 YARDS WEST OF TWIN OAK TREES, IN THE TOP OF A LIMESTONE
 GA0977'OUTCROP, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0977'Z 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0226 ***********************************************************************
 GA0226  DESIGNATION -  Z 108
 GA0226  PID         -  GA0226
 GA0226  STATE/COUNTY-  TN/SULLIVAN
 GA0226  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0226
 GA0226                         *CURRENT SURVEY CONTROL
 GA0226  ___________________________________________________________________
 GA0226* NAD 83(1986)-  36 34 26.     (N)    082 28 05.     (W)     SCALED    
 GA0226* NAVD 88     -       385.385  (meters)    1264.38   (feet)  ADJUSTED  
 GA0226  ___________________________________________________________________
 GA0226  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0226  DYNAMIC HT  -         385.033 (meters)    1263.23  (feet)  COMP
 GA0226  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA0226
 GA0226  VERT ORDER  -  SECOND    CLASS 0
 GA0226
 GA0226.The horizontal coordinates were scaled from a topographic map and have
 GA0226.an estimated accuracy of +/- 6 seconds.
 GA0226
 GA0226.The orthometric height was determined by differential leveling
 GA0226.and adjusted by the National Geodetic Survey in June 1991..
 GA0226
 GA0226.The geoid height was determined by GEOID03.
 GA0226
 GA0226.The dynamic height is computed by dividing the NAVD 88
 GA0226.geopotential number by the normal gravity value computed on the
 GA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0226.degrees latitude (g = 980.6199 gals.).
 GA0226
 GA0226.The modeled gravity was interpolated from observed gravity values.
 GA0226
 GA0226;                    North         East    Units  Estimated Accuracy
 GA0226;SPC TN       -   254,300.      916,070.      MT  (+/- 180 meters Scaled)
 GA0226
 GA0226                          SUPERSEDED SURVEY CONTROL
 GA0226
 GA0226  NGVD 29 (??/??/92)  385.511  (m)         1264.80   (f) ADJ UNCH    2 0
 GA0226
 GA0226.Superseded values are not recommended for survey control.
 GA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0226.See file dsdata.txt to determine how the superseded data were derived.
 GA0226
 GA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA686486(NAD 83)
 GA0226_MARKER: DB = BENCH MARK DISK
 GA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0226_STAMPING: Z 108 1935
 GA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0226+STABILITY: SURFACE MOTION
 GA0226
 GA0226  HISTORY     - Date     Condition        Report By
 GA0226  HISTORY     - 1935     MONUMENTED       CGS
 GA0226  HISTORY     - 1959     GOOD             TVA
 GA0226
 GA0226                          STATION DESCRIPTION
 GA0226
 GA0226'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0226'1.4 MI N FROM ORE BANK.
 GA0226'1.4 MILES NORTH ALONG THE ANDERSON BRIDGE ROAD FROM ORE BANK,
 GA0226'SULLIVAN COUNTY, 1.0 MILE SOUTH OF THE JUNCTION OF THE REEDY
 GA0226'CREEK ROAD, 75 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 GA0226'BANCROFT CHURCH, 75 FEET SOUTH OF A WOODEN BRIDGE, 21 FEET
 GA0226'EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 GA0226'A STANDARD DISK, STAMPED Z 108 1935 AND SET IN THE TOP OF A
 GA0226'CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE JUNCTION
 GA0226'OF U.S. HIGHWAY 11 W AND 58 AT THE WEST END OF STATE STREET IN
 GA0226'BRISTOL BY GOING WEST ALONG U.S. HIGHWAY 11W (NEW 4-LANE) 15.1
 GA0226'MILES, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0225 ***********************************************************************
 GA0225  DESIGNATION -  Z 108 X
 GA0225  PID         -  GA0225
 GA0225  STATE/COUNTY-  TN/SULLIVAN
 GA0225  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0225
 GA0225                         *CURRENT SURVEY CONTROL
 GA0225  ___________________________________________________________________
 GA0225* NAD 83(1986)-  36 35 10.     (N)    082 28 05.     (W)     SCALED    
 GA0225* NAVD 88     -       437.058  (meters)    1433.91   (feet)  ADJUSTED  
 GA0225  ___________________________________________________________________
 GA0225  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0225  DYNAMIC HT  -         436.660 (meters)    1432.61  (feet)  COMP
 GA0225  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA0225
 GA0225  VERT ORDER  -  SECOND    CLASS 0
 GA0225
 GA0225.The horizontal coordinates were scaled from a topographic map and have
 GA0225.an estimated accuracy of +/- 6 seconds.
 GA0225
 GA0225.The orthometric height was determined by differential leveling
 GA0225.and adjusted by the National Geodetic Survey in June 1991..
 GA0225
 GA0225.The geoid height was determined by GEOID03.
 GA0225
 GA0225.The dynamic height is computed by dividing the NAVD 88
 GA0225.geopotential number by the normal gravity value computed on the
 GA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0225.degrees latitude (g = 980.6199 gals.).
 GA0225
 GA0225.The modeled gravity was interpolated from observed gravity values.
 GA0225
 GA0225;                    North         East    Units  Estimated Accuracy
 GA0225;SPC TN       -   255,660.      916,020.      MT  (+/- 180 meters Scaled)
 GA0225
 GA0225                          SUPERSEDED SURVEY CONTROL
 GA0225
 GA0225  NGVD 29 (??/??/92)  437.186  (m)         1434.33   (f) ADJ UNCH    2 0
 GA0225
 GA0225.Superseded values are not recommended for survey control.
 GA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0225.See file dsdata.txt to determine how the superseded data were derived.
 GA0225
 GA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA686499(NAD 83)
 GA0225_MARKER: DB = BENCH MARK DISK
 GA0225_SETTING: 66 = SET IN ROCK OUTCROP
 GA0225_SP_SET: ROCK OUTCROP
 GA0225_STAMPING: Z 108 X 1935
 GA0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0225+STABILITY: POSITION/ELEVATION WELL
 GA0225
 GA0225  HISTORY     - Date     Condition        Report By
 GA0225  HISTORY     - 1935     MONUMENTED       CGS
 GA0225  HISTORY     - 1959     GOOD             TVA
 GA0225
 GA0225                          STATION DESCRIPTION
 GA0225
 GA0225'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0225'2.4 MI N FROM ORE BANK.
 GA0225'2.4 MILES NORTH ALONG THE ANDERSON BRIDGE ROAD FROM ORE BANK,
 GA0225'SULLIVAN COUNTY, 1.3 MILES SOUTH OF BENCH MARK J 185, DESCRIBED
 GA0225'ABOVE, 0.2 MILE SOUTH OF THE JUNCTION OF COUNTY HIGHWAY 693, AT
 GA0225'THE INTERSECTION OF THE REEDY CREEK ROAD, 16 YARDS SOUTH OF
 GA0225'THE CENTERLINE OF THE REEDY CREEK ROAD, 9 YARDS EAST OF THE
 GA0225'CENTERLINE OF THE ANDERSON BRIDGE ROAD, IN THE TOP OF A ROCK
 GA0225'OUTCROP, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD, STAMPED
 GA0225'Z 108 X 1935.  NOTE-- THIS MARK MAY BE REACHED FROM THE JUNCTION
 GA0225'OF U.S. HIGHWAYS 11 W AND 58 AT THE WEST END OF STATE STREET
 GA0225'IN BRISTOL BY GOING WEST ALONG U.S. HIGHWAY 11 W (NEW 4-LANE)
 GA0225'15.1 MILES, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD TO A
 GA0225'T JUNCTION AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0197 ***********************************************************************
 GA0197  DESIGNATION -  Z 109
 GA0197  PID         -  GA0197
 GA0197  STATE/COUNTY-  TN/SULLIVAN
 GA0197  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0197
 GA0197                         *CURRENT SURVEY CONTROL
 GA0197  ___________________________________________________________________
 GA0197* NAD 83(1986)-  36 33 49.     (N)    082 04 39.     (W)     SCALED    
 GA0197* NAVD 88     -       506.011  (meters)    1660.14   (feet)  ADJUSTED  
 GA0197  ___________________________________________________________________
 GA0197  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0197  DYNAMIC HT  -         505.546 (meters)    1658.61  (feet)  COMP
 GA0197  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0197
 GA0197  VERT ORDER  -  SECOND    CLASS 0
 GA0197
 GA0197.The horizontal coordinates were scaled from a topographic map and have
 GA0197.an estimated accuracy of +/- 6 seconds.
 GA0197
 GA0197.The orthometric height was determined by differential leveling
 GA0197.and adjusted by the National Geodetic Survey in June 1991..
 GA0197
 GA0197.The geoid height was determined by GEOID03.
 GA0197
 GA0197.The dynamic height is computed by dividing the NAVD 88
 GA0197.geopotential number by the normal gravity value computed on the
 GA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0197.degrees latitude (g = 980.6199 gals.).
 GA0197
 GA0197.The modeled gravity was interpolated from observed gravity values.
 GA0197
 GA0197;                    North         East    Units  Estimated Accuracy
 GA0197;SPC TN       -   254,490.      951,050.      MT  (+/- 180 meters Scaled)
 GA0197
 GA0197                          SUPERSEDED SURVEY CONTROL
 GA0197
 GA0197  NGVD 29 (??/??/92)  506.130  (m)         1660.53   (f) ADJ UNCH    2 0
 GA0197
 GA0197.Superseded values are not recommended for survey control.
 GA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0197.See file dsdata.txt to determine how the superseded data were derived.
 GA0197
 GA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA035470(NAD 83)
 GA0197_MARKER: DB = BENCH MARK DISK
 GA0197_SETTING: 66 = SET IN ROCK OUTCROP
 GA0197_SP_SET: ROCK OUTCROP
 GA0197_STAMPING: Z 109 1935
 GA0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0197+STABILITY: POSITION/ELEVATION WELL
 GA0197
 GA0197  HISTORY     - Date     Condition        Report By
 GA0197  HISTORY     - 1935     MONUMENTED       CGS
 GA0197  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA0197
 GA0197                          STATION DESCRIPTION
 GA0197
 GA0197'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0197'0.5 MI SW FROM HOLSTON VALLEY.
 GA0197'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0197'AT HOLSTON VALLEY, SULLIVAN COUNTY, 60 YARDS NORTHWEST OF A BRIDGE
 GA0197'OVER A SMALL CREEK, AT THE J.E. FLICK RESIDENCE, 29 YARDS WEST OF
 GA0197'THE SOUTHWEST CORNER OF THE HOUSE, 29.5 FEET NORTH OF THE
 GA0197'CENTERLINE OF THE HIGHWAY, 27 FEET SOUTH OF THE SOUTH BANK
 GA0197'OF THE STREAM, 5 FEET SOUTHEAST OF A SMALL SHED, IN THE TOP OF A
 GA0197'ROCK OUTCROP, AND 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA0197'DISK, STAMPED Z 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0407 ***********************************************************************
 GA0407  DESIGNATION -  Z 11
 GA0407  PID         -  GA0407
 GA0407  STATE/COUNTY-  TN/CARTER
 GA0407  USGS QUAD   -  ELIZABETHTON (1968)
 GA0407
 GA0407                         *CURRENT SURVEY CONTROL
 GA0407  ___________________________________________________________________
 GA0407* NAD 83(1986)-  36 17 42.     (N)    082 10 49.     (W)     SCALED    
 GA0407* NAVD 88     -       533.996  (meters)    1751.95   (feet)  ADJUSTED  
 GA0407  ___________________________________________________________________
 GA0407  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0407  DYNAMIC HT  -         533.476 (meters)    1750.25  (feet)  COMP
 GA0407  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 GA0407
 GA0407  VERT ORDER  -  FIRST     CLASS II
 GA0407
 GA0407.The horizontal coordinates were scaled from a topographic map and have
 GA0407.an estimated accuracy of +/- 6 seconds.
 GA0407
 GA0407.The orthometric height was determined by differential leveling
 GA0407.and adjusted by the National Geodetic Survey in June 1991..
 GA0407
 GA0407.The geoid height was determined by GEOID03.
 GA0407
 GA0407.The dynamic height is computed by dividing the NAVD 88
 GA0407.geopotential number by the normal gravity value computed on the
 GA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0407.degrees latitude (g = 980.6199 gals.).
 GA0407
 GA0407.The modeled gravity was interpolated from observed gravity values.
 GA0407
 GA0407;                    North         East    Units  Estimated Accuracy
 GA0407;SPC TN       -   224,340.      943,020.      MT  (+/- 180 meters Scaled)
 GA0407
 GA0407                          SUPERSEDED SURVEY CONTROL
 GA0407
 GA0407  NGVD 29 (??/??/92)  534.134  (m)         1752.40   (f) ADJ UNCH    1 2
 GA0407
 GA0407.Superseded values are not recommended for survey control.
 GA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0407.See file dsdata.txt to determine how the superseded data were derived.
 GA0407
 GA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA940173(NAD 83)
 GA0407_MARKER: DB = BENCH MARK DISK
 GA0407_SETTING: 66 = SET IN ROCK OUTCROP
 GA0407_SP_SET: SET IN ROCK OUTCROP
 GA0407_STAMPING: 1752.592 Z 11 1933
 GA0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0407+STABILITY: POSITION/ELEVATION WELL
 GA0407
 GA0407  HISTORY     - Date     Condition        Report By
 GA0407  HISTORY     - 1933     MONUMENTED       CGS
 GA0407
 GA0407                          STATION DESCRIPTION
 GA0407
 GA0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0407'0.8 MI N FROM HAMPTON.
 GA0407'0.8 MILE NORTH ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0407'RAILROAD FROM HAMPTON, CARTER COUNTY, 580 YARDS SOUTHEAST OF
 GA0407'MILEPOST 13, 60 FEET EAST OF THE RAILROAD BRIDGE OVER U.S. HIGHWAY
 GA0407'19 E AND DOE RIVER, 55 FEET WEST OF THE WEST ENTRANCE TO A TUNNEL,
 GA0407'12 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE SIDE OF A
 GA0407'ROCK WALL IN A CUT, AND 3-1/2 FEET HIGHER THAN THE RAIL.  A
 GA0407'STANDARD DISK, STAMPED 1752.592 Z 11 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0978 ***********************************************************************
 FZ0978  DESIGNATION -  Z 110
 FZ0978  PID         -  FZ0978
 FZ0978  STATE/COUNTY-  TN/JOHNSON
 FZ0978  USGS QUAD   -  DOE (1969)
 FZ0978
 FZ0978                         *CURRENT SURVEY CONTROL
 FZ0978  ___________________________________________________________________
 FZ0978* NAD 83(1986)-  36 23 30.     (N)    081 54 14.     (W)     SCALED    
 FZ0978* NAVD 88     -       625.907  (meters)    2053.50   (feet)  ADJUSTED  
 FZ0978  ___________________________________________________________________
 FZ0978  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FZ0978  DYNAMIC HT  -         625.284 (meters)    2051.45  (feet)  COMP
 FZ0978  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 FZ0978
 FZ0978  VERT ORDER  -  SECOND    CLASS 0
 FZ0978
 FZ0978.The horizontal coordinates were scaled from a topographic map and have
 FZ0978.an estimated accuracy of +/- 6 seconds.
 FZ0978
 FZ0978.The orthometric height was determined by differential leveling
 FZ0978.and adjusted by the National Geodetic Survey in June 1991..
 FZ0978
 FZ0978.The geoid height was determined by GEOID03.
 FZ0978
 FZ0978.The dynamic height is computed by dividing the NAVD 88
 FZ0978.geopotential number by the normal gravity value computed on the
 FZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0978.degrees latitude (g = 980.6199 gals.).
 FZ0978
 FZ0978.The modeled gravity was interpolated from observed gravity values.
 FZ0978
 FZ0978;                    North         East    Units  Estimated Accuracy
 FZ0978;SPC TN       -   236,060.      967,380.      MT  (+/- 180 meters Scaled)
 FZ0978
 FZ0978                          SUPERSEDED SURVEY CONTROL
 FZ0978
 FZ0978  NGVD 29 (??/??/92)  625.995  (m)         2053.79   (f) ADJ UNCH    2 0
 FZ0978
 FZ0978.Superseded values are not recommended for survey control.
 FZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0978.See file dsdata.txt to determine how the superseded data were derived.
 FZ0978
 FZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA189277(NAD 83)
 FZ0978_MARKER: DB = BENCH MARK DISK
 FZ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0978_STAMPING: Z 110 1935
 FZ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0978+STABILITY: SURFACE MOTION
 FZ0978
 FZ0978  HISTORY     - Date     Condition        Report By
 FZ0978  HISTORY     - 1935     MONUMENTED       CGS
 FZ0978
 FZ0978                          STATION DESCRIPTION
 FZ0978
 FZ0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0978'2 MI NE FROM DOE STATION.
 FZ0978'2.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM DOE STATION
 FZ0978'(DOEVILLE POST OFFICE), JOHNSON COUNTY, 1/2 MILE EAST OF THE
 FZ0978'BRIDGE OVER ROAN CREEK, 160 YARDS WEST OF MILEPOST 117, 40
 FZ0978'YARDS SOUTH OF ROAN CREEK, 13.5 FEET SOUTH OF THE SOUTH RAIL, AND
 FZ0978'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 110 1935
 FZ0978'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0474 ***********************************************************************
 GA0474  DESIGNATION -  Z 111
 GA0474  PID         -  GA0474
 GA0474  STATE/COUNTY-  TN/WASHINGTON
 GA0474  USGS QUAD   -  BLUFF CITY (1968)
 GA0474
 GA0474                         *CURRENT SURVEY CONTROL
 GA0474  ___________________________________________________________________
 GA0474* NAD 83(1986)-  36 23 04.     (N)    082 20 37.     (W)     SCALED    
 GA0474* NAVD 88     -       453.513  (meters)    1487.90   (feet)  ADJUSTED  
 GA0474  ___________________________________________________________________
 GA0474  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0474  DYNAMIC HT  -         453.088 (meters)    1486.51  (feet)  COMP
 GA0474  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 GA0474
 GA0474  VERT ORDER  -  SECOND    CLASS 0
 GA0474
 GA0474.The horizontal coordinates were scaled from a topographic map and have
 GA0474.an estimated accuracy of +/- 6 seconds.
 GA0474
 GA0474.The orthometric height was determined by differential leveling
 GA0474.and adjusted by the National Geodetic Survey in June 1991..
 GA0474
 GA0474.The geoid height was determined by GEOID03.
 GA0474
 GA0474.The dynamic height is computed by dividing the NAVD 88
 GA0474.geopotential number by the normal gravity value computed on the
 GA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0474.degrees latitude (g = 980.6199 gals.).
 GA0474
 GA0474.The modeled gravity was interpolated from observed gravity values.
 GA0474
 GA0474;                    North         East    Units  Estimated Accuracy
 GA0474;SPC TN       -   233,700.      927,990.      MT  (+/- 180 meters Scaled)
 GA0474
 GA0474                          SUPERSEDED SURVEY CONTROL
 GA0474
 GA0474  NGVD 29 (??/??/92)  453.656  (m)         1488.37   (f) ADJ UNCH    2 0
 GA0474
 GA0474.Superseded values are not recommended for survey control.
 GA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0474.See file dsdata.txt to determine how the superseded data were derived.
 GA0474
 GA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA794274(NAD 83)
 GA0474_MARKER: DB = BENCH MARK DISK
 GA0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0474_STAMPING: Z 111 1935
 GA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0474+STABILITY: SURFACE MOTION
 GA0474
 GA0474  HISTORY     - Date     Condition        Report By
 GA0474  HISTORY     - 1935     MONUMENTED       CGS
 GA0474
 GA0474                          STATION DESCRIPTION
 GA0474
 GA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0474'4.4 MI SE FROM FLOURVILLE.
 GA0474'4.4 MILES SOUTHEAST ALONG A COUNTY ROAD AND THE OLD BRISTOL
 GA0474'HIGHWAY FROM FLOURVILLE, WASHINGTON COUNTY, 64 YARDS NORTH OF
 GA0474'A DRIVEWAY TO THE COUNTY KITCHEN DANCE HALL, AT A ROAD INTERSECTION
 GA0474'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF
 GA0474'THE CENTERLINE OF THE GRAVEL ROAD, 22 FEET NORTH OF A 4-FOOT
 GA0474'BEECH TREE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0474'Z 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0817 ***********************************************************************
 FB0817  DESIGNATION -  Z 112
 FB0817  PID         -  FB0817
 FB0817  STATE/COUNTY-  TN/UNICOI
 FB0817  USGS QUAD   -  SAMS GAP (1978)
 FB0817
 FB0817                         *CURRENT SURVEY CONTROL
 FB0817  ___________________________________________________________________
 FB0817* NAD 83(1986)-  35 57 43.     (N)    082 33 39.     (W)     SCALED    
 FB0817* NAVD 88     -      1007.70   (+/-2cm)    3306.1    (feet)  VERTCON   
 FB0817  ___________________________________________________________________
 FB0817  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB0817
 FB0817  VERT ORDER  -  ? (See Below)
 FB0817
 FB0817.The horizontal coordinates were scaled from a topographic map and have
 FB0817.an estimated accuracy of +/- 6 seconds.
 FB0817
 FB0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0817.The vertical order pertains to the NGVD 29 superseded value.
 FB0817
 FB0817.The geoid height was determined by GEOID03.
 FB0817
 FB0817;                    North         East    Units  Estimated Accuracy
 FB0817;SPC TN       -   186,140.      910,160.      MT  (+/- 180 meters Scaled)
 FB0817
 FB0817                          SUPERSEDED SURVEY CONTROL
 FB0817
 FB0817  NGVD 29 (??/??/92) 1007.773  (m)         3306.34   (f) ADJ UNCH    ?  
 FB0817
 FB0817.Superseded values are not recommended for survey control.
 FB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0817.See file dsdata.txt to determine how the superseded data were derived.
 FB0817
 FB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV592808(NAD 83)
 FB0817_MARKER: DB = BENCH MARK DISK
 FB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0817_STAMPING: Z 112 1935
 FB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0817+STABILITY: SURFACE MOTION
 FB0817
 FB0817  HISTORY     - Date     Condition        Report By
 FB0817  HISTORY     - 1935     MONUMENTED       CGS
 FB0817  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0817
 FB0817                          STATION DESCRIPTION
 FB0817
 FB0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0817'4.2 MI S FROM FLAG POND.
 FB0817'4.2 MILES SOUTH ALONG STATE HIGHWAY 81 (SAMS GAP ROAD) FROM
 FB0817'FLAG POND, 2 MILES NORTH OF SAMS GAP, ON THE DIVIDE MOUNTAIN GRADE,
 FB0817'450 FEET NORTH OF AN ABANDONED HOUSE, 100 FEET NORTHWEST OF
 FB0817'SAMS CREEK, 70 FEET SOUTHWEST OF A DRAIN, ON THE STOKES SHELTON
 FB0817'PROPERTY, IN THE SOUTHWEST CORNER OF A SMALL CULTIVATED FIELD,
 FB0817'65.2 FEET SOUTH-SOUTHEAST OF A 14-INCH BUCKEYE TREE ON THE FENCE
 FB0817'LINE, 16 FEET NORTHWEST OF THE ROAD, AND 8.8 FEET NORTH OF A
 FB0817'12-INCH APPLE TREE.  A STANDARD DISK, STAMPED Z 112 1935 AND SET
 FB0817'IN THE TOP OF A CONCRETE POST.  NOTE-- ALL REFERENCES ARE GONE
 FB0817'AND A HOUSE HAS BEEN BUILT NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0818 ***********************************************************************
 FB0818  DESIGNATION -  Z 112 X
 FB0818  PID         -  FB0818
 FB0818  STATE/COUNTY-  TN/UNICOI
 FB0818  USGS QUAD   -  SAMS GAP (1978)
 FB0818
 FB0818                         *CURRENT SURVEY CONTROL
 FB0818  ___________________________________________________________________
 FB0818* NAD 83(1986)-  35 57 38.     (N)    082 33 20.     (W)     SCALED    
 FB0818* NAVD 88     -      1108.24   (+/-2cm)    3636.0    (feet)  VERTCON   
 FB0818  ___________________________________________________________________
 FB0818  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FB0818
 FB0818  VERT ORDER  -  ? (See Below)
 FB0818
 FB0818.The horizontal coordinates were scaled from a topographic map and have
 FB0818.an estimated accuracy of +/- 6 seconds.
 FB0818
 FB0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0818.The vertical order pertains to the NGVD 29 superseded value.
 FB0818
 FB0818.The geoid height was determined by GEOID03.
 FB0818
 FB0818;                    North         East    Units  Estimated Accuracy
 FB0818;SPC TN       -   186,010.      910,640.      MT  (+/- 180 meters Scaled)
 FB0818
 FB0818                          SUPERSEDED SURVEY CONTROL
 FB0818
 FB0818  NGVD 29 (??/??/92) 1108.303  (m)         3636.16   (f) ADJ UNCH    ?  
 FB0818
 FB0818.Superseded values are not recommended for survey control.
 FB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0818.See file dsdata.txt to determine how the superseded data were derived.
 FB0818
 FB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV597806(NAD 83)
 FB0818_MARKER: DB = BENCH MARK DISK
 FB0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0818_STAMPING: Z 112 X 1935
 FB0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0818+STABILITY: SURFACE MOTION
 FB0818
 FB0818  HISTORY     - Date     Condition        Report By
 FB0818  HISTORY     - 1935     MONUMENTED       CGS
 FB0818  HISTORY     - 1955     GOOD             NGS
 FB0818
 FB0818                          STATION DESCRIPTION
 FB0818
 FB0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0818'5.4 MI S FROM FLAG POND.
 FB0818'5.4 MILES SOUTH ALONG STATE HIGHWAY 81 (SAMS GAP ROAD) FROM
 FB0818'FLAG POND, 0.6 MILE NORTHEAST OF SAMS GAP, ON THE DIVIDE MOUNTAIN
 FB0818'GRADE, 125 FEET SOUTH OF A SHARP HAIRPIN CURVE IN THE ROAD, 25
 FB0818'FEET SOUTH OF A 24-INCH PIPE CULVERT, 25 FEET NORTHWEST OF A
 FB0818'RAIL FENCE, 15 FEET SOUTHEAST OF THE ROAD, 13.9 FEET NORTHEAST
 FB0818'OF A 4-INCH MAPLE TREE, 4.4 FEET SOUTHWEST OF A 6-INCH MAPLE
 FB0818'TREE, AND ON A BANK ABOUT 3 FEET HIGHER THAN THE ROAD.  A
 FB0818'STANDARD DISK, STAMPED Z 112 X 1935 AND SET IN THE TOP OF A CONCRETE
 FB0818'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1910 ***********************************************************************
 GA1910  DESIGNATION -  Z 113
 GA1910  PID         -  GA1910
 GA1910  STATE/COUNTY-  TN/GREENE
 GA1910  USGS QUAD   -  MOHAWK (1980)
 GA1910
 GA1910                         *CURRENT SURVEY CONTROL
 GA1910  ___________________________________________________________________
 GA1910* NAD 83(1986)-  36 07 40.     (N)    083 06 34.     (W)     SCALED    
 GA1910* NAVD 88     -       364.073  (meters)    1194.46   (feet)  ADJUSTED  
 GA1910  ___________________________________________________________________
 GA1910  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1910  DYNAMIC HT  -         363.735 (meters)    1193.35  (feet)  COMP
 GA1910  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA1910
 GA1910  VERT ORDER  -  SECOND    CLASS 0
 GA1910
 GA1910.The horizontal coordinates were scaled from a topographic map and have
 GA1910.an estimated accuracy of +/- 6 seconds.
 GA1910
 GA1910.The orthometric height was determined by differential leveling
 GA1910.and adjusted by the National Geodetic Survey in June 1991..
 GA1910
 GA1910.The geoid height was determined by GEOID03.
 GA1910
 GA1910.The dynamic height is computed by dividing the NAVD 88
 GA1910.geopotential number by the normal gravity value computed on the
 GA1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1910.degrees latitude (g = 980.6199 gals.).
 GA1910
 GA1910.The modeled gravity was interpolated from observed gravity values.
 GA1910
 GA1910;                    North         East    Units  Estimated Accuracy
 GA1910;SPC TN       -   202,940.      860,150.      MT  (+/- 180 meters Scaled)
 GA1910
 GA1910                          SUPERSEDED SURVEY CONTROL
 GA1910
 GA1910  NGVD 29 (??/??/92)  364.228  (m)         1194.97   (f) ADJ UNCH    2 0
 GA1910
 GA1910.Superseded values are not recommended for survey control.
 GA1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1910.See file dsdata.txt to determine how the superseded data were derived.
 GA1910
 GA1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA101001(NAD 83)
 GA1910_MARKER: DB = BENCH MARK DISK
 GA1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1910_STAMPING: Z 113 1935
 GA1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1910+STABILITY: SURFACE MOTION
 GA1910
 GA1910  HISTORY     - Date     Condition        Report By
 GA1910  HISTORY     - 1935     MONUMENTED       CGS
 GA1910
 GA1910                          STATION DESCRIPTION
 GA1910
 GA1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1910'1 MI NW FROM WARRENSBURG.
 GA1910'1.0 MILE NORTHWEST ALONG THE BEULAH HIGHWAY FROM THE INTERSECTION
 GA1910'OF A COUNTY ROAD AT WARRENSBURG, 0.35 MILE SOUTHEAST OF THE
 GA1910'JUNCTION OF A ROAD LEADING NORTH, 0.15 MILE SOUTH OF THE EDWARD
 GA1910'F. SCRUGGS RESIDENCE, AT A SHARP CURVE, AT THE SOUTH EDGE OF A
 GA1910'VALLEY BANK, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GA1910'18.4 FEET SOUTHWEST OF A 24-INCH WALNUT TREE AND 2 FEET LOWER
 GA1910'THAN THE HIGHWAY, 78 FEET W-NW OF POWER POLE 340, 1.7 FEET S-SE
 GA1910'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED Z 113 1935 AND
 GA1910'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 GA1910'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0912 ***********************************************************************
 GA0912  DESIGNATION -  Z 114
 GA0912  PID         -  GA0912
 GA0912  STATE/COUNTY-  TN/GREENE
 GA0912  USGS QUAD   -  CEDAR CREEK (1980)
 GA0912
 GA0912                         *CURRENT SURVEY CONTROL
 GA0912  ___________________________________________________________________
 GA0912* NAD 83(1986)-  36 01 11.     (N)    082 52 31.     (W)     SCALED    
 GA0912* NAVD 88     -       468.484  (meters)    1537.02   (feet)  POSTED    
 GA0912  ___________________________________________________________________
 GA0912  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA0912  DYNAMIC HT  -         468.030 (meters)    1535.53  (feet)  COMP
 GA0912  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 GA0912
 GA0912  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0912
 GA0912.The horizontal coordinates were scaled from a topographic map and have
 GA0912.an estimated accuracy of +/- 6 seconds.
 GA0912
 GA0912.The orthometric height was determined by differential leveling
 GA0912.and adjusted by the National Geodetic Survey in 1992..
 GA0912.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0912.rate of 4.1 thru 8.0 mm/km.
 GA0912
 GA0912.The geoid height was determined by GEOID03.
 GA0912
 GA0912.The dynamic height is computed by dividing the NAVD 88
 GA0912.geopotential number by the normal gravity value computed on the
 GA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0912.degrees latitude (g = 980.6199 gals.).
 GA0912
 GA0912.The modeled gravity was interpolated from observed gravity values.
 GA0912
 GA0912;                    North         East    Units  Estimated Accuracy
 GA0912;SPC TN       -   191,600.      881,610.      MT  (+/- 180 meters Scaled)
 GA0912
 GA0912                          SUPERSEDED SURVEY CONTROL
 GA0912
 GA0912  NGVD 29 (??/??/92)  468.600  (m)         1537.40   (f) ADJ UNCH    2 0
 GA0912
 GA0912.Superseded values are not recommended for survey control.
 GA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0912.See file dsdata.txt to determine how the superseded data were derived.
 GA0912
 GA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV310877(NAD 83)
 GA0912_MARKER: DB = BENCH MARK DISK
 GA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0912_STAMPING: Z 114 1935
 GA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0912+STABILITY: SURFACE MOTION
 GA0912
 GA0912  HISTORY     - Date     Condition        Report By
 GA0912  HISTORY     - 1935     MONUMENTED       CGS
 GA0912  HISTORY     - 1950     GOOD             TVA
 GA0912
 GA0912                          STATION DESCRIPTION
 GA0912
 GA0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0912'1.6 MI E FROM CEDAR CREEK.
 GA0912'1.6 MILES EAST ALONG A ROAD LEADING TO STATE HIGHWAY 70 FROM THE
 GA0912'CROSSROADS AT CEDAR CREEK, GREENE COUNTY, AT THE DAVE COLLINS
 GA0912'RESIDENCE, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 GA0912'23.5 FEET SOUTH OF A NORTHWEST FENCE CORNER, 31 FEET SOUTH OF THE
 GA0912'CENTERLINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE, 2 FEET
 GA0912'HIGHER THAN THE ROAD, AND 79.7 FEET EAST NORTHEAST OF A 10 INCH
 GA0912'COTTONWOOD TREE, 7 FEET WEST OF THE CENTERLINE OF DRIVEWAY.  A
 GA0912'STANDARD DISK, STAMPED Z 114 1935 AND SET IN THE TOP OF A CONCRETE
 GA0912'POST.
 GA0912
 GA0912                          STATION RECOVERY (1950)
 GA0912
 GA0912'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0584 ***********************************************************************
 GA0584  DESIGNATION -  Z 115
 GA0584  PID         -  GA0584
 GA0584  STATE/COUNTY-  TN/WASHINGTON
 GA0584  USGS QUAD   -  ERWIN (1971)
 GA0584
 GA0584                         *CURRENT SURVEY CONTROL
 GA0584  ___________________________________________________________________
 GA0584* NAD 83(1986)-  36 12 12.     (N)    082 28 17.     (W)     SCALED    
 GA0584* NAVD 88     -       466.553  (meters)    1530.68   (feet)  ADJUSTED  
 GA0584  ___________________________________________________________________
 GA0584  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0584  DYNAMIC HT  -         466.105 (meters)    1529.21  (feet)  COMP
 GA0584  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 GA0584
 GA0584  VERT ORDER  -  SECOND    CLASS 0
 GA0584
 GA0584.The horizontal coordinates were scaled from a topographic map and have
 GA0584.an estimated accuracy of +/- 6 seconds.
 GA0584
 GA0584.The orthometric height was determined by differential leveling
 GA0584.and adjusted by the National Geodetic Survey in June 1991..
 GA0584
 GA0584.The geoid height was determined by GEOID03.
 GA0584
 GA0584.The dynamic height is computed by dividing the NAVD 88
 GA0584.geopotential number by the normal gravity value computed on the
 GA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0584.degrees latitude (g = 980.6199 gals.).
 GA0584
 GA0584.The modeled gravity was interpolated from observed gravity values.
 GA0584
 GA0584;                    North         East    Units  Estimated Accuracy
 GA0584;SPC TN       -   213,200.      917,260.      MT  (+/- 180 meters Scaled)
 GA0584
 GA0584                          SUPERSEDED SURVEY CONTROL
 GA0584
 GA0584  NGVD 29 (??/??/92)  466.707  (m)         1531.19   (f) ADJ UNCH    2 0
 GA0584
 GA0584.Superseded values are not recommended for survey control.
 GA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0584.See file dsdata.txt to determine how the superseded data were derived.
 GA0584
 GA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677075(NAD 83)
 GA0584_MARKER: DB = BENCH MARK DISK
 GA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0584_STAMPING: Z 115 1935
 GA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0584+STABILITY: SURFACE MOTION
 GA0584
 GA0584  HISTORY     - Date     Condition        Report By
 GA0584  HISTORY     - 1935     MONUMENTED       CGS
 GA0584
 GA0584                          STATION DESCRIPTION
 GA0584
 GA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0584'3 MI N FROM EMBREEVILLE.
 GA0584'3.0 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE, WASHINGTON
 GA0584'COUNTY, 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 107, AT THE
 GA0584'JUNCTION OF A ROAD LEADING SOUTHEAST, AT THE TOP OF A HILL, AT
 GA0584'THE F.J. TAYLOR RESIDENCE, 48 YARDS WEST OF THE CENTER OF A
 GA0584'GATE, 32.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4
 GA0584'FEET NORTHEAST OF A POLE, 2.7 FEET SOUTHEAST OF A FENCE LINE,
 GA0584'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Z 115 1935
 GA0584'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0995 ***********************************************************************
 GA0995  DESIGNATION -  Z 116
 GA0995  PID         -  GA0995
 GA0995  STATE/COUNTY-  TN/GREENE
 GA0995  USGS QUAD   -  CHUCKEY (1971)
 GA0995
 GA0995                         *CURRENT SURVEY CONTROL
 GA0995  ___________________________________________________________________
 GA0995* NAD 83(1986)-  36 10 25.     (N)    082 41 01.     (W)     SCALED    
 GA0995* NAVD 88     -       428.289  (meters)    1405.14   (feet)  ADJUSTED  
 GA0995  ___________________________________________________________________
 GA0995  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0995  DYNAMIC HT  -         427.878 (meters)    1403.80  (feet)  COMP
 GA0995  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 GA0995
 GA0995  VERT ORDER  -  SECOND    CLASS 0
 GA0995
 GA0995.The horizontal coordinates were scaled from a topographic map and have
 GA0995.an estimated accuracy of +/- 6 seconds.
 GA0995
 GA0995.The orthometric height was determined by differential leveling
 GA0995.and adjusted by the National Geodetic Survey in June 1991..
 GA0995
 GA0995.The geoid height was determined by GEOID03.
 GA0995
 GA0995.The dynamic height is computed by dividing the NAVD 88
 GA0995.geopotential number by the normal gravity value computed on the
 GA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0995.degrees latitude (g = 980.6199 gals.).
 GA0995
 GA0995.The modeled gravity was interpolated from observed gravity values.
 GA0995
 GA0995;                    North         East    Units  Estimated Accuracy
 GA0995;SPC TN       -   209,230.      898,290.      MT  (+/- 180 meters Scaled)
 GA0995
 GA0995                          SUPERSEDED SURVEY CONTROL
 GA0995
 GA0995  NGVD 29 (??/??/92)  428.420  (m)         1405.57   (f) ADJ UNCH    2 0
 GA0995
 GA0995.Superseded values are not recommended for survey control.
 GA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0995.See file dsdata.txt to determine how the superseded data were derived.
 GA0995
 GA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA485045(NAD 83)
 GA0995_MARKER: DB = BENCH MARK DISK
 GA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0995_STAMPING: Z 116 1935
 GA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0995+STABILITY: SURFACE MOTION
 GA0995
 GA0995  HISTORY     - Date     Condition        Report By
 GA0995  HISTORY     - 1935     MONUMENTED       CGS
 GA0995  HISTORY     - 1955     GOOD             NGS
 GA0995
 GA0995                          STATION DESCRIPTION
 GA0995
 GA0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0995'2.8 MI S FROM CHUCKEY.
 GA0995'2.8 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST OFFICE
 GA0995'AT CHUCKEY, GREENE COUNTY, 46 FEET WEST OF THE ENTRANCE TO THE
 GA0995'H.H. JOHNSON ONE STORY FRAME HOUSE, 37.5 FEET SOUTHWEST OF
 GA0995'THE CENTER OF THE INTERSECTION OF A ROAD LEADING WEST, AT THE
 GA0995'CORNER OF A BARN LOT, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD
 GA0995'DISK, STAMPED Z 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0995'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1031 ***********************************************************************
 FB1031  DESIGNATION -  Z 117
 FB1031  PID         -  FB1031
 FB1031  STATE/COUNTY-  TN/GREENE
 FB1031  USGS QUAD   -  HOT SPRINGS (1991)
 FB1031
 FB1031                         *CURRENT SURVEY CONTROL
 FB1031  ___________________________________________________________________
 FB1031* NAD 83(1986)-  35 59 12.     (N)    082 47 07.     (W)     SCALED    
 FB1031* NAVD 88     -       680.596  (meters)    2232.92   (feet)  ADJUSTED  
 FB1031  ___________________________________________________________________
 FB1031  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1031  DYNAMIC HT  -         679.933 (meters)    2230.75  (feet)  COMP
 FB1031  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 FB1031
 FB1031  VERT ORDER  -  SECOND    CLASS 0
 FB1031
 FB1031.The horizontal coordinates were scaled from a topographic map and have
 FB1031.an estimated accuracy of +/- 6 seconds.
 FB1031
 FB1031.The orthometric height was determined by differential leveling
 FB1031.and adjusted by the National Geodetic Survey in June 1991..
 FB1031
 FB1031.The geoid height was determined by GEOID03.
 FB1031
 FB1031.The dynamic height is computed by dividing the NAVD 88
 FB1031.geopotential number by the normal gravity value computed on the
 FB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1031.degrees latitude (g = 980.6199 gals.).
 FB1031
 FB1031.The modeled gravity was interpolated from observed gravity values.
 FB1031
 FB1031;                    North         East    Units  Estimated Accuracy
 FB1031;SPC TN       -   188,200.      889,830.      MT  (+/- 180 meters Scaled)
 FB1031
 FB1031                          SUPERSEDED SURVEY CONTROL
 FB1031
 FB1031  NGVD 29 (??/??/92)  680.715  (m)         2233.31   (f) ADJ UNCH    2 0
 FB1031
 FB1031.Superseded values are not recommended for survey control.
 FB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1031.See file dsdata.txt to determine how the superseded data were derived.
 FB1031
 FB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV390839(NAD 83)
 FB1031_MARKER: DB = BENCH MARK DISK
 FB1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1031_STAMPING: Z 117 1935
 FB1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1031+STABILITY: SURFACE MOTION
 FB1031
 FB1031  HISTORY     - Date     Condition        Report By
 FB1031  HISTORY     - 1935     MONUMENTED       CGS
 FB1031  HISTORY     - 1955     GOOD             NGS
 FB1031
 FB1031                          STATION DESCRIPTION
 FB1031
 FB1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1031'4 MI SW FROM WHITEROCK.
 FB1031'IN GREENE COUNTY, TENNESSEE, 4.0 MILES SOUTHWEST ALONG STATE
 FB1031'HIGHWAY 212 FROM THE SCHOOL AT WHITEROCK, MADISON COUNTY, NORTH
 FB1031'CAROLINA THENCE 5.7 MILES NORTHWEST ALONG NORTH CAROLINA STATE
 FB1031'HIGHWAY 208 AND TENNESSEE STATE HIGHWAY 70, 22 YARDS WEST OF THE
 FB1031'TENNESSEE-NORTH CAROLINA STATE LINE, AT THE W.T. GOSNELL RESIDENCE,
 FB1031'75 YARDS WEST OF THE HOUSE, 36 YARDS WEST OF THE GOSNELL SERVICE
 FB1031'STATION, 8 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 FB1031'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Z 117 1935 AND SET
 FB1031'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1270 ***********************************************************************
 FB1270  DESIGNATION -  Z 118
 FB1270  PID         -  FB1270
 FB1270  STATE/COUNTY-  TN/COCKE
 FB1270  USGS QUAD   -  NEWPORT (1992)
 FB1270
 FB1270                         *CURRENT SURVEY CONTROL
 FB1270  ___________________________________________________________________
 FB1270* NAD 83(1986)-  35 54 38.     (N)    083 12 38.     (W)     SCALED    
 FB1270* NAVD 88     -       352.26   (+/-2cm)    1155.7    (feet)  VERTCON   
 FB1270  ___________________________________________________________________
 FB1270  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1270
 FB1270  VERT ORDER  -  ? (See Below)
 FB1270
 FB1270.The horizontal coordinates were scaled from a topographic map and have
 FB1270.an estimated accuracy of +/- 6 seconds.
 FB1270
 FB1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1270.The vertical order pertains to the NGVD 29 superseded value.
 FB1270
 FB1270.The geoid height was determined by GEOID03.
 FB1270
 FB1270;                    North         East    Units  Estimated Accuracy
 FB1270;SPC TN       -   178,580.      851,740.      MT  (+/- 180 meters Scaled)
 FB1270
 FB1270                          SUPERSEDED SURVEY CONTROL
 FB1270
 FB1270  NGVD 29 (??/??/92)  352.426  (m)         1156.25   (f) ADJ UNCH    ?  
 FB1270
 FB1270.Superseded values are not recommended for survey control.
 FB1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1270.See file dsdata.txt to determine how the superseded data were derived.
 FB1270
 FB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV005762(NAD 83)
 FB1270_MARKER: DB = BENCH MARK DISK
 FB1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1270_STAMPING: Z 118 1935
 FB1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1270+STABILITY: SURFACE MOTION
 FB1270
 FB1270  HISTORY     - Date     Condition        Report By
 FB1270  HISTORY     - 1935     MONUMENTED       CGS
 FB1270  HISTORY     - 1949     GOOD             NGS
 FB1270
 FB1270                          STATION DESCRIPTION
 FB1270
 FB1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1270'4.7 MI SW FROM NEWPORT.
 FB1270'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 FB1270'STATE HIGHWAY 35 AT NEWPORT, COCKE COUNTY, 0.05 MILE SOUTH OF
 FB1270'ENGLISH CREEK, AT THE JUNCTION OF A T-ROAD LEADING SOUTHEAST PAST
 FB1270'BIG PIGEON CHURCH, ON THE PROPERTY OF J.L. BRYANT, 38.7 FEET
 FB1270'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 34 FEET SOUTH
 FB1270'OF THE NORTHWEST CORNER OF THE STORE AND SERVICE STATION, AND
 FB1270'14 FEET WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 118 1935
 FB1270'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1371 ***********************************************************************
 FB1371  DESIGNATION -  Z 119
 FB1371  PID         -  FB1371
 FB1371  STATE/COUNTY-  TN/JEFFERSON
 FB1371  USGS QUAD   -  SHADY GROVE (1980)
 FB1371
 FB1371                         *CURRENT SURVEY CONTROL
 FB1371  ___________________________________________________________________
 FB1371* NAD 83(1986)-  35 56 20.     (N)    083 24 31.     (W)     SCALED    
 FB1371* NAVD 88     -       314.34   (+/-2cm)    1031.3    (feet)  VERTCON   
 FB1371  ___________________________________________________________________
 FB1371  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1371
 FB1371  VERT ORDER  -  ? (See Below)
 FB1371
 FB1371.The horizontal coordinates were scaled from a topographic map and have
 FB1371.an estimated accuracy of +/- 6 seconds.
 FB1371
 FB1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1371.The vertical order pertains to the NGVD 29 superseded value.
 FB1371
 FB1371.The geoid height was determined by GEOID03.
 FB1371
 FB1371;                    North         East    Units  Estimated Accuracy
 FB1371;SPC TN       -   181,230.      833,790.      MT  (+/- 180 meters Scaled)
 FB1371
 FB1371                          SUPERSEDED SURVEY CONTROL
 FB1371
 FB1371  NGVD 29 (??/??/92)  314.502  (m)         1031.83   (f) ADJ UNCH    ?  
 FB1371
 FB1371.Superseded values are not recommended for survey control.
 FB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1371.See file dsdata.txt to determine how the superseded data were derived.
 FB1371
 FB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV827798(NAD 83)
 FB1371_MARKER: DB = BENCH MARK DISK
 FB1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1371_STAMPING: Z 119 1935
 FB1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1371+STABILITY: SURFACE MOTION
 FB1371
 FB1371  HISTORY     - Date     Condition        Report By
 FB1371  HISTORY     - 1935     MONUMENTED       CGS
 FB1371  HISTORY     - 1949     GOOD             NGS
 FB1371
 FB1371                          STATION DESCRIPTION
 FB1371
 FB1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1371'0.7 MI NE FROM FAIR GARDEN.
 FB1371'IN JEFFERSON COUNTY, 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 35
 FB1371'FROM FAIR GARDEN, SEVIER COUNTY, 3 MILES NORTH ALONG A ROAD, 1.2
 FB1371'MILES NORTHEAST OF SIMS SCHOOL, 118 FEET WEST OF A ROAD INTERSECTION,
 FB1371'AT ALLEY SCHOOL, 55 FEET NORTH-NORTHEAST OF A 12-INCH HICKORY TREE,
 FB1371'10 FEET SOUTHWEST OF A 12-INCH OAK TREE, 25 FEET SOUTH-SOUTHEAST
 FB1371'OF ANOTHER 12-INCH OAK TREE, 74 FEET SOUTHWEST OF THE SOUTH
 FB1371'CORNER OF THE OLD ABANDONED BUILDING, 16 FEET NORTH OF THE ROAD
 FB1371'LEADING EAST, AND 1 FOOT NORTH OF A METAL WITNESS SIGN.  A
 FB1371'STANDARD DISK, STAMPED Z 119 1935 AND SET IN THE TOP OF A
 FB1371'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0983 ***********************************************************************
 FE0983  DESIGNATION -  Z 12 RESET
 FE0983  PID         -  FE0983
 FE0983  STATE/COUNTY-  TN/FAYETTE
 FE0983  USGS QUAD   -  MOSCOW SE (1983)
 FE0983
 FE0983                         *CURRENT SURVEY CONTROL
 FE0983  ___________________________________________________________________
 FE0983* NAD 83(1986)-  35 03 41.     (N)    089 18 34.     (W)     SCALED    
 FE0983* NAVD 88     -       150.720  (meters)     494.49   (feet)  ADJUSTED  
 FE0983  ___________________________________________________________________
 FE0983  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0983  DYNAMIC HT  -         150.578 (meters)     494.02  (feet)  COMP
 FE0983  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FE0983
 FE0983  VERT ORDER  -  FIRST     CLASS II
 FE0983
 FE0983.The horizontal coordinates were scaled from a topographic map and have
 FE0983.an estimated accuracy of +/- 6 seconds.
 FE0983
 FE0983.The orthometric height was determined by differential leveling
 FE0983.and adjusted by the National Geodetic Survey in June 1991..
 FE0983
 FE0983.The geoid height was determined by GEOID03.
 FE0983
 FE0983.The dynamic height is computed by dividing the NAVD 88
 FE0983.geopotential number by the normal gravity value computed on the
 FE0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0983.degrees latitude (g = 980.6199 gals.).
 FE0983
 FE0983.The modeled gravity was interpolated from observed gravity values.
 FE0983
 FE0983;                    North         East    Units  Estimated Accuracy
 FE0983;SPC TN       -    85,880.      298,160.      MT  (+/- 180 meters Scaled)
 FE0983
 FE0983                          SUPERSEDED SURVEY CONTROL
 FE0983
 FE0983  NGVD 29 (??/??/??)  150.663  (m)          494.30   (f) ADJUSTED    1 2
 FE0983
 FE0983.Superseded values are not recommended for survey control.
 FE0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0983.See file dsdata.txt to determine how the superseded data were derived.
 FE0983
 FE0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD893822(NAD 83)
 FE0983_MARKER: DB = BENCH MARK DISK
 FE0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0983_SP_SET: CONCRETE BASE
 FE0983_STAMPING: Z 12 1934 RESET 1940
 FE0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0983
 FE0983  HISTORY     - Date     Condition        Report By
 FE0983  HISTORY     - 1940     MONUMENTED       CGS
 FE0983  HISTORY     - 1944     GOOD             CGS
 FE0983  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0983
 FE0983                          STATION DESCRIPTION
 FE0983
 FE0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0983'4.1 MI W FROM LA GRANGE.
 FE0983'4.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0983'LA GRANGE, FAYETTE COUNTY, 320 FEET WEST OF MILEPOST 507, AT
 FE0983'BLOCK SIGNAL 5071 A, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 FE0983'CONCRETE BASE, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE0983'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK STAMPED
 FE0983'Z 12 1934 RESET 1940.
 FE0983
 FE0983                          STATION RECOVERY (1983)
 FE0983
 FE0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0983'NOT SEARCHED FOR AS LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0678 ***********************************************************************
 FB0678  DESIGNATION -  Z 121
 FB0678  PID         -  FB0678
 FB0678  STATE/COUNTY-  TN/COCKE
 FB0678  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB0678
 FB0678                         *CURRENT SURVEY CONTROL
 FB0678  ___________________________________________________________________
 FB0678* NAD 83(1986)-  35 55 23.     (N)    083 00 19.     (W)     SCALED    
 FB0678* NAVD 88     -       349.404  (meters)    1146.34   (feet)  ADJUSTED  
 FB0678  ___________________________________________________________________
 FB0678  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FB0678  DYNAMIC HT  -         349.067 (meters)    1145.23  (feet)  COMP
 FB0678  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 FB0678
 FB0678  VERT ORDER  -  FIRST     CLASS II
 FB0678
 FB0678.The horizontal coordinates were scaled from a topographic map and have
 FB0678.an estimated accuracy of +/- 6 seconds.
 FB0678
 FB0678.The orthometric height was determined by differential leveling
 FB0678.and adjusted by the National Geodetic Survey in June 1991..
 FB0678
 FB0678.The geoid height was determined by GEOID03.
 FB0678
 FB0678.The dynamic height is computed by dividing the NAVD 88
 FB0678.geopotential number by the normal gravity value computed on the
 FB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0678.degrees latitude (g = 980.6199 gals.).
 FB0678
 FB0678.The modeled gravity was interpolated from observed gravity values.
 FB0678
 FB0678;                    North         East    Units  Estimated Accuracy
 FB0678;SPC TN       -   180,510.      870,220.      MT  (+/- 180 meters Scaled)
 FB0678
 FB0678                          SUPERSEDED SURVEY CONTROL
 FB0678
 FB0678  NGVD 29 (??/??/92)  349.550  (m)         1146.82   (f) ADJ UNCH    1 2
 FB0678
 FB0678.Superseded values are not recommended for survey control.
 FB0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0678.See file dsdata.txt to determine how the superseded data were derived.
 FB0678
 FB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV190772(NAD 83)
 FB0678_MARKER: DB = BENCH MARK DISK
 FB0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0678_STAMPING: Z 121 1935
 FB0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0678+STABILITY: SURFACE MOTION
 FB0678
 FB0678  HISTORY     - Date     Condition        Report By
 FB0678  HISTORY     - 1935     MONUMENTED       CGS
 FB0678  HISTORY     - 1936     GOOD             NGS
 FB0678  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB0678
 FB0678                          STATION DESCRIPTION
 FB0678
 FB0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0678'1.3 MI E FROM DEL RIO.
 FB0678'1.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB0678'DEL RIO, 60 FT E. OF MILEPOST 194, 40.7 FT S.E. OF A 40-INCH
 FB0678'BEECH TREE, 24 FT E.S.E. OF TELEPHONE POLE, 11 FT N. OF N. RAIL
 FB0678'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 FB0678'DISK, STAMPED Z 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0678
 FB0678                          STATION RECOVERY (1967)
 FB0678
 FB0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1322 ***********************************************************************
 FB1322  DESIGNATION -  Z 122
 FB1322  PID         -  FB1322
 FB1322  STATE/COUNTY-  TN/COCKE
 FB1322  USGS QUAD   -  WATERVILLE (1968)
 FB1322
 FB1322                         *CURRENT SURVEY CONTROL
 FB1322  ___________________________________________________________________
 FB1322* NAD 83(1986)-  35 51 26.     (N)    083 06 23.     (W)     SCALED    
 FB1322* NAVD 88     -       505.35   (+/-2cm)    1658.0    (feet)  VERTCON   
 FB1322  ___________________________________________________________________
 FB1322  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1322
 FB1322  VERT ORDER  -  ? (See Below)
 FB1322
 FB1322.The horizontal coordinates were scaled from a topographic map and have
 FB1322.an estimated accuracy of +/- 6 seconds.
 FB1322
 FB1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1322.The vertical order pertains to the NGVD 29 superseded value.
 FB1322
 FB1322.The geoid height was determined by GEOID03.
 FB1322
 FB1322;                    North         East    Units  Estimated Accuracy
 FB1322;SPC TN       -   172,940.      861,320.      MT  (+/- 180 meters Scaled)
 FB1322
 FB1322                          SUPERSEDED SURVEY CONTROL
 FB1322
 FB1322  NGVD 29 (??/??/92)  505.489  (m)         1658.43   (f) ADJ UNCH    ?  
 FB1322
 FB1322.Superseded values are not recommended for survey control.
 FB1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1322.See file dsdata.txt to determine how the superseded data were derived.
 FB1322
 FB1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV098701(NAD 83)
 FB1322_MARKER: DB = BENCH MARK DISK
 FB1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1322_STAMPING: Z 122 1935
 FB1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1322+STABILITY: SURFACE MOTION
 FB1322
 FB1322  HISTORY     - Date     Condition        Report By
 FB1322  HISTORY     - 1935     MONUMENTED       CGS
 FB1322  HISTORY     - 1949     GOOD             NGS
 FB1322
 FB1322                          STATION DESCRIPTION
 FB1322
 FB1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1322'10.9 MI SW FROM DEL RIO.
 FB1322'10.9 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM
 FB1322'THE JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO,
 FB1322'COCKE COUNTY, ON THE PROPERTY OF SWAN GREEN, 275 FEET SOUTH OF
 FB1322'LARGE BARN, 137 FEET NORTHEAST OF THE CENTERLINE OF NEW
 FB1322'TENTH ROAD, 60.9 FEET SOUTHEAST OF A 10-INCH POPLAR TREE, 45
 FB1322'FEET NORTHEAST OF GULF FORK BIG CREEK, 40 FEET NORTHEAST OF A
 FB1322'TELEPHONE BOOTH, 24 FEET SOUTHWEST OF A HOUSE OCCUPIED BY NIGE
 FB1322'BALL, 8.2 FEET SOUTH OF A 14-INCH MAPLE TREE, AND 2.8 FEET
 FB1322'NORTHWEST OF A 4-INCH SPRUCE PINE TREE.  A STANDARD DISK, STAMPED
 FB1322'Z 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1200 ***********************************************************************
 FB1200  DESIGNATION -  Z 126
 FB1200  PID         -  FB1200
 FB1200  STATE/COUNTY-  TN/COCKE
 FB1200  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1200
 FB1200                         *CURRENT SURVEY CONTROL
 FB1200  ___________________________________________________________________
 FB1200* NAD 83(1986)-  35 55 12.     (N)    083 01 31.     (W)     SCALED    
 FB1200* NAVD 88     -       347.584  (meters)    1140.37   (feet)  ADJUSTED  
 FB1200  ___________________________________________________________________
 FB1200  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1200  DYNAMIC HT  -         347.248 (meters)    1139.26  (feet)  COMP
 FB1200  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 FB1200
 FB1200  VERT ORDER  -  FIRST     CLASS II
 FB1200
 FB1200.The horizontal coordinates were scaled from a topographic map and have
 FB1200.an estimated accuracy of +/- 6 seconds.
 FB1200
 FB1200.The orthometric height was determined by differential leveling
 FB1200.and adjusted by the National Geodetic Survey in June 1991..
 FB1200
 FB1200.The geoid height was determined by GEOID03.
 FB1200
 FB1200.The dynamic height is computed by dividing the NAVD 88
 FB1200.geopotential number by the normal gravity value computed on the
 FB1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1200.degrees latitude (g = 980.6199 gals.).
 FB1200
 FB1200.The modeled gravity was interpolated from observed gravity values.
 FB1200
 FB1200;                    North         East    Units  Estimated Accuracy
 FB1200;SPC TN       -   180,120.      868,430.      MT  (+/- 180 meters Scaled)
 FB1200
 FB1200                          SUPERSEDED SURVEY CONTROL
 FB1200
 FB1200  NGVD 29 (??/??/92)  347.728  (m)         1140.84   (f) ADJ UNCH    1 2
 FB1200
 FB1200.Superseded values are not recommended for survey control.
 FB1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1200.See file dsdata.txt to determine how the superseded data were derived.
 FB1200
 FB1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV172769(NAD 83)
 FB1200_MARKER: DB = BENCH MARK DISK
 FB1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1200_STAMPING: Z 126 1935
 FB1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1200+STABILITY: SURFACE MOTION
 FB1200
 FB1200  HISTORY     - Date     Condition        Report By
 FB1200  HISTORY     - 1935     MONUMENTED       CGS
 FB1200  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1200
 FB1200                          STATION DESCRIPTION
 FB1200
 FB1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1200'AT DEL RIO.
 FB1200'AT DEL RIO, COCKE COUNTY, 6 RAILS NORTHEAST OF THE SOUTHERN
 FB1200'RAILWAY STATION, 6 YARDS NORTHWEST OF THE NORTHWEST RAIL, 6
 FB1200'YARDS SOUTHEAST OF THE CENTERLINE OF A ROAD, 3 FEET SOUTH OF A
 FB1200'CEDAR BUSH, AND LEVEL WITH THE TOP OF THE RAIL, 55-1/2 FEET
 FB1200'EAST-SOUTHEAST OF CORNER OF RED BUILDING AND 101 FEET SOUTH-SOUTHWEST
 FB1200'CORNER OF CHURCH.  A STANDARD DISK, STAMPED Z 126 1935 AND
 FB1200'SET IN THE TOP OF A CONCRETE POST.
 FB1200
 FB1200                          STATION RECOVERY (1967)
 FB1200
 FB1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1189 ***********************************************************************
 FB1189  DESIGNATION -  Z 127
 FB1189  PID         -  FB1189
 FB1189  STATE/COUNTY-  TN/COCKE
 FB1189  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1189
 FB1189                         *CURRENT SURVEY CONTROL
 FB1189  ___________________________________________________________________
 FB1189* NAD 83(1986)-  35 56 17.     (N)    083 04 10.     (W)     SCALED    
 FB1189* NAVD 88     -       337.887  (meters)    1108.55   (feet)  ADJUSTED  
 FB1189  ___________________________________________________________________
 FB1189  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1189  DYNAMIC HT  -         337.562 (meters)    1107.48  (feet)  COMP
 FB1189  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 FB1189
 FB1189  VERT ORDER  -  FIRST     CLASS I
 FB1189
 FB1189.The horizontal coordinates were scaled from a topographic map and have
 FB1189.an estimated accuracy of +/- 6 seconds.
 FB1189
 FB1189.The orthometric height was determined by differential leveling
 FB1189.and adjusted by the National Geodetic Survey in June 1991..
 FB1189
 FB1189.The geoid height was determined by GEOID03.
 FB1189
 FB1189.The dynamic height is computed by dividing the NAVD 88
 FB1189.geopotential number by the normal gravity value computed on the
 FB1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1189.degrees latitude (g = 980.6199 gals.).
 FB1189
 FB1189.The modeled gravity was interpolated from observed gravity values.
 FB1189
 FB1189;                    North         East    Units  Estimated Accuracy
 FB1189;SPC TN       -   182,000.      864,380.      MT  (+/- 180 meters Scaled)
 FB1189
 FB1189                          SUPERSEDED SURVEY CONTROL
 FB1189
 FB1189  NGVD 29 (??/??/92)  338.028  (m)         1109.01   (f) ADJ UNCH    1 1
 FB1189
 FB1189.Superseded values are not recommended for survey control.
 FB1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1189.See file dsdata.txt to determine how the superseded data were derived.
 FB1189
 FB1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV133790(NAD 83)
 FB1189_MARKER: DB = BENCH MARK DISK
 FB1189_SETTING: 66 = SET IN ROCK OUTCROP
 FB1189_SP_SET: ROCK OUTCROP
 FB1189_STAMPING: Z 127 1935
 FB1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1189+STABILITY: POSITION/ELEVATION WELL
 FB1189
 FB1189  HISTORY     - Date     Condition        Report By
 FB1189  HISTORY     - 1935     MONUMENTED       CGS
 FB1189  HISTORY     - 1967     GOOD             NGS
 FB1189
 FB1189                          STATION DESCRIPTION
 FB1189
 FB1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1189'3.8 MI NW FROM DEL RIO.
 FB1189'ABOUT 3.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1189'RAILROAD FROM THE STATION AT DEL RIO, 45 1/2 FEET SOUTHEAST AND
 FB1189'ACROSS THE TRACK FROM MILEPOST 199, 18 FEET SOUTHEAST OF THE
 FB1189'SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH CORNER
 FB1189'OF A LEDGE IN A ROCK OUTCROP, 117 1/2 FEET SOUTHWEST OF SEMAPHORE
 FB1189'NUMBER S 1988, 108 FEET SOUTHWEST OF THE CENTER OF A CAST IRON
 FB1189'TUBULAR CULVERT, 47 FEET SOUTHEAST AND ACROSS THE TRACK FROM A
 FB1189'TELEPHONE POLE THAT IS IDENTIFIED BY THE LETTER F, ABOUT 1 FOOT
 FB1189'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL
 FB1189'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2207 ***********************************************************************
 GA2207  DESIGNATION -  Z 129
 GA2207  PID         -  GA2207
 GA2207  STATE/COUNTY-  TN/JEFFERSON
 GA2207  USGS QUAD   -  MASCOT (1987)
 GA2207
 GA2207                         *CURRENT SURVEY CONTROL
 GA2207  ___________________________________________________________________
 GA2207* NAD 83(1986)-  36 04 11.     (N)    083 40 14.     (W)     SCALED    
 GA2207* NAVD 88     -       280.622  (meters)     920.67   (feet)  ADJUSTED  
 GA2207  ___________________________________________________________________
 GA2207  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2207  DYNAMIC HT  -         280.365 (meters)     919.83  (feet)  COMP
 GA2207  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2207
 GA2207  VERT ORDER  -  FIRST     CLASS I
 GA2207
 GA2207.The horizontal coordinates were scaled from a topographic map and have
 GA2207.an estimated accuracy of +/- 6 seconds.
 GA2207
 GA2207.The orthometric height was determined by differential leveling
 GA2207.and adjusted by the National Geodetic Survey in June 1991..
 GA2207
 GA2207.The geoid height was determined by GEOID03.
 GA2207
 GA2207.The dynamic height is computed by dividing the NAVD 88
 GA2207.geopotential number by the normal gravity value computed on the
 GA2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2207.degrees latitude (g = 980.6199 gals.).
 GA2207
 GA2207.The modeled gravity was interpolated from observed gravity values.
 GA2207
 GA2207;                    North         East    Units  Estimated Accuracy
 GA2207;SPC TN       -   195,150.      809,820.      MT  (+/- 180 meters Scaled)
 GA2207
 GA2207                          SUPERSEDED SURVEY CONTROL
 GA2207
 GA2207  NGVD 29 (??/??/92)  280.749  (m)          921.09   (f) ADJ UNCH    1 1
 GA2207
 GA2207.Superseded values are not recommended for survey control.
 GA2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2207.See file dsdata.txt to determine how the superseded data were derived.
 GA2207
 GA2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV594949(NAD 83)
 GA2207_MARKER: DB = BENCH MARK DISK
 GA2207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2207_SP_SET: OVERPASS
 GA2207_STAMPING: Z 129 1936
 GA2207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2207
 GA2207  HISTORY     - Date     Condition        Report By
 GA2207  HISTORY     - 1936     MONUMENTED       CGS
 GA2207  HISTORY     - 1967     GOOD             NGS
 GA2207
 GA2207                          STATION DESCRIPTION
 GA2207
 GA2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2207'1 MI E FROM STRAWBERRY PLAINS.
 GA2207'ABOUT 1.0 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2207'OFFICE AT STRAWBERRY PLAINS, ABOUT 100 YARDS NORTH OF THE ROAD,
 GA2207'ALONG THE SOUTHERN RAILWAY, ABOUT 0.15 MILE WEST OF MILEPOST 113,
 GA2207'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 GA2207'A VERY NARROW RAILROAD OVERPASS OVER A BLACK TOP ROAD, 9 FEET
 GA2207'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 1.5 FEET EAST OF
 GA2207'THE WEST END OF THE HEAD WALL AND 1 1/2 FEET BELOW THE LEVEL OF
 GA2207'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0790 ***********************************************************************
 GD0790  DESIGNATION -  Z 13
 GD0790  PID         -  GD0790
 GD0790  STATE/COUNTY-  TN/OBION
 GD0790  USGS QUAD   -  UNION CITY (1980)
 GD0790
 GD0790                         *CURRENT SURVEY CONTROL
 GD0790  ___________________________________________________________________
 GD0790* NAD 83(1986)-  36 24 47.     (N)    089 02 17.     (W)     SCALED    
 GD0790* NAVD 88     -       102.074  (meters)     334.89   (feet)  ADJUSTED  
 GD0790  ___________________________________________________________________
 GD0790  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0790  DYNAMIC HT  -         101.993 (meters)     334.62  (feet)  COMP
 GD0790  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GD0790
 GD0790  VERT ORDER  -  SECOND    CLASS 0
 GD0790
 GD0790.The horizontal coordinates were scaled from a topographic map and have
 GD0790.an estimated accuracy of +/- 6 seconds.
 GD0790
 GD0790.The orthometric height was determined by differential leveling
 GD0790.and adjusted by the National Geodetic Survey in June 1991..
 GD0790
 GD0790.The geoid height was determined by GEOID03.
 GD0790
 GD0790.The dynamic height is computed by dividing the NAVD 88
 GD0790.geopotential number by the normal gravity value computed on the
 GD0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0790.degrees latitude (g = 980.6199 gals.).
 GD0790
 GD0790.The modeled gravity was interpolated from observed gravity values.
 GD0790
 GD0790;                    North         East    Units  Estimated Accuracy
 GD0790;SPC TN       -   234,980.      327,560.      MT  (+/- 180 meters Scaled)
 GD0790
 GD0790                          SUPERSEDED SURVEY CONTROL
 GD0790
 GD0790  NGVD 29 (??/??/??)  102.072  (m)          334.88   (f) ADJUSTED    2 0
 GD0790
 GD0790.Superseded values are not recommended for survey control.
 GD0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0790.See file dsdata.txt to determine how the superseded data were derived.
 GD0790
 GD0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF172316(NAD 83)
 GD0790_MARKER: DB = BENCH MARK DISK
 GD0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0790_STAMPING: Z 13 1935
 GD0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0790+STABILITY: SURFACE MOTION
 GD0790
 GD0790  HISTORY     - Date     Condition        Report By
 GD0790  HISTORY     - 1935     MONUMENTED       CGS
 GD0790  HISTORY     - 1971     GOOD             BRADY
 GD0790  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0790
 GD0790                          STATION DESCRIPTION
 GD0790
 GD0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0790'1.3 MI E FROM UNION CITY.
 GD0790'1.3 MILES EAST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 GD0790'AT UNION CITY, OBION COUNTY, AT THE TOP OF THE SECOND RISE EAST
 GD0790'OF TOWN, AT THE SOUTHEAST CORNER OF THE YARD OF A SMALL BUNGALOW,
 GD0790'AT THE FENCE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GD0790'AND 9 FEET EAST OF THE CENTER OF A FIELD GATE.  A STANDARD DISK,
 GD0790'STAMPED Z 13 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0790'NOTE-- MARK HAS BEEN HIT.  LEANING TO E 15 DEG PLUS OR MINUS OFF
 GD0790'CENTER.
 GD0790
 GD0790                          STATION RECOVERY (1971)
 GD0790
 GD0790'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 GD0790'RECOVERED IN GOOD CONDITION.
 GD0790
 GD0790                          STATION RECOVERY (2002)
 GD0790
 GD0790'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0790'SUSPECTED DESTROYED. NEW NURSING HOME BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0022 ***********************************************************************
 FC0022  DESIGNATION -  Z 130
 FC0022  PID         -  FC0022
 FC0022  STATE/COUNTY-  TN/MONROE
 FC0022  USGS QUAD   -  PHILADELPHIA (1974)
 FC0022
 FC0022                         *CURRENT SURVEY CONTROL
 FC0022  ___________________________________________________________________
 FC0022* NAD 83(1986)-  35 38 42.     (N)    084 25 47.     (W)     SCALED    
 FC0022* NAVD 88     -       269.503  (meters)     884.19   (feet)  ADJUSTED  
 FC0022  ___________________________________________________________________
 FC0022  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0022  DYNAMIC HT  -         269.243 (meters)     883.34  (feet)  COMP
 FC0022  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 FC0022
 FC0022  VERT ORDER  -  FIRST     CLASS I
 FC0022
 FC0022.The horizontal coordinates were scaled from a topographic map and have
 FC0022.an estimated accuracy of +/- 6 seconds.
 FC0022
 FC0022.The orthometric height was determined by differential leveling
 FC0022.and adjusted by the National Geodetic Survey in June 1991..
 FC0022
 FC0022.The geoid height was determined by GEOID03.
 FC0022
 FC0022.The dynamic height is computed by dividing the NAVD 88
 FC0022.geopotential number by the normal gravity value computed on the
 FC0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0022.degrees latitude (g = 980.6199 gals.).
 FC0022
 FC0022.The modeled gravity was interpolated from observed gravity values.
 FC0022
 FC0022;                    North         East    Units  Estimated Accuracy
 FC0022;SPC TN       -   146,670.      742,200.      MT  (+/- 180 meters Scaled)
 FC0022
 FC0022                          SUPERSEDED SURVEY CONTROL
 FC0022
 FC0022  NGVD 29 (??/??/92)  269.583  (m)          884.46   (f) ADJ UNCH    1 1
 FC0022
 FC0022.Superseded values are not recommended for survey control.
 FC0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0022.See file dsdata.txt to determine how the superseded data were derived.
 FC0022
 FC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE327476(NAD 83)
 FC0022_MARKER: DB = BENCH MARK DISK
 FC0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0022_SP_SET: BRIDGE
 FC0022_STAMPING: Z 130 1936
 FC0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0022
 FC0022  HISTORY     - Date     Condition        Report By
 FC0022  HISTORY     - 1936     MONUMENTED       CGS
 FC0022  HISTORY     - 1968     GOOD             NGS
 FC0022
 FC0022                          STATION DESCRIPTION
 FC0022
 FC0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0022'2.8 MI SW FROM PHILADELPHIA.
 FC0022'ABOUT 2.75 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0022'FIRST BAPTIST CHURCH AT PHILADELPHIA, LOUDON COUNTY, ABOUT 0.15
 FC0022'MILE SOUTHWEST OF MILEPOST 168, SET IN THE TOP OF THE SOUTHEAST END
 FC0022'OF THE NORTHEAST ABUTMENT FOR A 35-FOOT BRIDGE OVER SWEETWATER
 FC0022'CREEK, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 1 1/2
 FC0022'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2272 ***********************************************************************
 GA2272  DESIGNATION -  Z 131
 GA2272  PID         -  GA2272
 GA2272  STATE/COUNTY-  TN/UNION
 GA2272  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2272
 GA2272                         *CURRENT SURVEY CONTROL
 GA2272  ___________________________________________________________________
 GA2272* NAD 83(1986)-  36 14 06.     (N)    083 55 28.     (W)     SCALED    
 GA2272* NAVD 88     -       424.929  (meters)    1394.12   (feet)  ADJUSTED  
 GA2272  ___________________________________________________________________
 GA2272  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GA2272  DYNAMIC HT  -         424.535 (meters)    1392.83  (feet)  COMP
 GA2272  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 GA2272
 GA2272  VERT ORDER  -  SECOND    CLASS 0
 GA2272
 GA2272.The horizontal coordinates were scaled from a topographic map and have
 GA2272.an estimated accuracy of +/- 6 seconds.
 GA2272
 GA2272.The orthometric height was determined by differential leveling
 GA2272.and adjusted by the National Geodetic Survey in June 1991..
 GA2272
 GA2272.The geoid height was determined by GEOID03.
 GA2272
 GA2272.The dynamic height is computed by dividing the NAVD 88
 GA2272.geopotential number by the normal gravity value computed on the
 GA2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2272.degrees latitude (g = 980.6199 gals.).
 GA2272
 GA2272.The modeled gravity was interpolated from observed gravity values.
 GA2272
 GA2272;                    North         East    Units  Estimated Accuracy
 GA2272;SPC TN       -   212,970.      786,560.      MT  (+/- 180 meters Scaled)
 GA2272
 GA2272                          SUPERSEDED SURVEY CONTROL
 GA2272
 GA2272  NGVD 29 (??/??/92)  425.030  (m)         1394.45   (f) ADJ UNCH    2 0
 GA2272
 GA2272.Superseded values are not recommended for survey control.
 GA2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2272.See file dsdata.txt to determine how the superseded data were derived.
 GA2272
 GA2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA371139(NAD 83)
 GA2272_MARKER: DB = BENCH MARK DISK
 GA2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2272_STAMPING: Z 131 1936
 GA2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2272+STABILITY: SURFACE MOTION
 GA2272
 GA2272  HISTORY     - Date     Condition        Report By
 GA2272  HISTORY     - 1936     MONUMENTED       CGS
 GA2272  HISTORY     - 1949     GOOD             NGS
 GA2272
 GA2272                          STATION DESCRIPTION
 GA2272
 GA2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2272'0.5 MI N FROM NEW LOYSTON.
 GA2272'0.5 MILE NORTH ALONG STATE HIGHWAY 61 FROM VALLEY GROVE CHURCH
 GA2272'AT NEW LOYSTON, UNION COUNTY, AT THE POINT WHERE THE HIGHWAY
 GA2272'CROSSES OVER THE TOP OF CHESTNUT RIDGE, OPPOSITE A SMALL
 GA2272'UNPAINTED HOUSE, 100 FEET ACROSS THE HIGHWAY FROM THE JUNCTION
 GA2272'OF A ROAD LEADING EAST, 22.5 FEET FROM THE CENTERLINE OF THE
 GA2272'HIGHWAY, 19 FEET EAST OF THE NORTH CORNER OF THE HOUSE, NEAR A
 GA2272'STEEL POST WITH A CONTROL-MARKER SIGN, AND ABOUT 4 FEET HIGHER
 GA2272'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z 131 1936 AND SET
 GA2272'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2699 ***********************************************************************
 GA2699  DESIGNATION -  Z 132
 GA2699  PID         -  GA2699
 GA2699  STATE/COUNTY-  TN/CLAIBORNE
 GA2699  USGS QUAD   -  FORK RIDGE (1959)
 GA2699
 GA2699                         *CURRENT SURVEY CONTROL
 GA2699  ___________________________________________________________________
 GA2699* NAD 83(1986)-  36 31 20.     (N)    083 45 04.     (W)     SCALED    
 GA2699* NAVD 88     -       370.512  (meters)    1215.59   (feet)  ADJUSTED  
 GA2699  ___________________________________________________________________
 GA2699  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA2699  DYNAMIC HT  -         370.184 (meters)    1214.51  (feet)  COMP
 GA2699  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GA2699
 GA2699  VERT ORDER  -  SECOND    CLASS 0
 GA2699
 GA2699.The horizontal coordinates were scaled from a topographic map and have
 GA2699.an estimated accuracy of +/- 6 seconds.
 GA2699
 GA2699.The orthometric height was determined by differential leveling
 GA2699.and adjusted by the National Geodetic Survey in June 1991..
 GA2699
 GA2699.The geoid height was determined by GEOID03.
 GA2699
 GA2699.The dynamic height is computed by dividing the NAVD 88
 GA2699.geopotential number by the normal gravity value computed on the
 GA2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2699.degrees latitude (g = 980.6199 gals.).
 GA2699
 GA2699.The modeled gravity was interpolated from observed gravity values.
 GA2699
 GA2699;                    North         East    Units  Estimated Accuracy
 GA2699;SPC TN       -   245,180.      801,410.      MT  (+/- 180 meters Scaled)
 GA2699
 GA2699                          SUPERSEDED SURVEY CONTROL
 GA2699
 GA2699  NGVD 29 (??/??/92)  370.664  (m)         1216.09   (f) ADJ UNCH    2 0
 GA2699
 GA2699.Superseded values are not recommended for survey control.
 GA2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2699.See file dsdata.txt to determine how the superseded data were derived.
 GA2699
 GA2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA536453(NAD 83)
 GA2699_MARKER: DB = BENCH MARK DISK
 GA2699_SETTING: 66 = SET IN ROCK OUTCROP
 GA2699_SP_SET: ROCK OUTCROP
 GA2699_STAMPING: Z 132 1936
 GA2699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2699+STABILITY: POSITION/ELEVATION WELL
 GA2699
 GA2699  HISTORY     - Date     Condition        Report By
 GA2699  HISTORY     - 1936     MONUMENTED       CGS
 GA2699  HISTORY     - 1965     GOOD             NGS
 GA2699
 GA2699                          STATION DESCRIPTION
 GA2699
 GA2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GA2699'5.6 MI W FROM ARTHUR.
 GA2699'5.6 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2699'STATION AT ARTHUR, CLAIBORNE COUNTY, 2.7 MILES EAST OF POWELL
 GA2699'VALLEY HIGH SCHOOL, 0.8 MILE WEST OF A BRIDGE OVER TOWN CREEK,
 GA2699'ABOUT 100 YARDS SOUTHWEST OF THOMAS HALL (USED AS A METHODIST
 GA2699'CHURCH), ON THE PROPERTY OF L.A. RUSSELL, 36 YARDS EAST OF THE
 GA2699'SOUTHEAST CORNER OF THE RUSSELL HOUSE, 7 YARDS SOUTH OF A POULTRY
 GA2699'HOUSE, 29 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 GA2699'THE TOP OF A LARGE LIMESTONE ROCK OUTCROP.  A STANDARD DISK,
 GA2699'STAMPED Z 132 1936.
 GA2699
 GA2699                          STATION RECOVERY (1965)
 GA2699
 GA2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0843 ***********************************************************************
 GD0843  DESIGNATION -  Z 133
 GD0843  PID         -  GD0843
 GD0843  STATE/COUNTY-  TN/LAKE
 GD0843  USGS QUAD   -  MOORING (1983)
 GD0843
 GD0843                         *CURRENT SURVEY CONTROL
 GD0843  ___________________________________________________________________
 GD0843* NAD 83(1986)-  36 21 04.     (N)    089 30 25.     (W)     SCALED    
 GD0843* NAVD 88     -        88.588  (meters)     290.64   (feet)  ADJUSTED  
 GD0843  ___________________________________________________________________
 GD0843  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0843  DYNAMIC HT  -          88.516 (meters)     290.41  (feet)  COMP
 GD0843  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 GD0843
 GD0843  VERT ORDER  -  FIRST     CLASS II
 GD0843
 GD0843.The horizontal coordinates were scaled from a topographic map and have
 GD0843.an estimated accuracy of +/- 6 seconds.
 GD0843
 GD0843.The orthometric height was determined by differential leveling
 GD0843.and adjusted by the National Geodetic Survey in June 1991..
 GD0843
 GD0843.The geoid height was determined by GEOID03.
 GD0843
 GD0843.The dynamic height is computed by dividing the NAVD 88
 GD0843.geopotential number by the normal gravity value computed on the
 GD0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0843.degrees latitude (g = 980.6199 gals.).
 GD0843
 GD0843.The modeled gravity was interpolated from observed gravity values.
 GD0843
 GD0843;                    North         East    Units  Estimated Accuracy
 GD0843;SPC TN       -   229,510.      285,280.      MT  (+/- 180 meters Scaled)
 GD0843
 GD0843                          SUPERSEDED SURVEY CONTROL
 GD0843
 GD0843  NGVD 29 (??/??/??)   88.507  (m)          290.38   (f) ADJUSTED    1 2
 GD0843
 GD0843.Superseded values are not recommended for survey control.
 GD0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0843.See file dsdata.txt to determine how the superseded data were derived.
 GD0843
 GD0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF750258(NAD 83)
 GD0843_MARKER: DB = BENCH MARK DISK
 GD0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0843_STAMPING: Z 133 1957
 GD0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0843+STABILITY: SURFACE MOTION
 GD0843
 GD0843  HISTORY     - Date     Condition        Report By
 GD0843  HISTORY     - 1957     MONUMENTED       CGS
 GD0843  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD0843
 GD0843                          STATION DESCRIPTION
 GD0843
 GD0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0843'3 MI N FROM MOORING.
 GD0843'2.95 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO TIPTONVILLE
 GD0843'FROM THE SCHOOL AT MOORIONG, ABOUT 0.8 MILE NORTH OF JUNCTION
 GD0843'OF A BLACK TOP ROAD EAST, AT A SLIGHT CURVE IN ROAD, BETWEEN THE
 GD0843'JUNCTION OF TWO DIRT ROADS LEADING NORTHWEST AND SOUTHWEST
 GD0843'ACROSS LEVEE, ABOUT 0.3 MILE SOUTH OF FLOOD GATE UNDER LEVEE,
 GD0843'31 FEET WEST OF CENTER LINE OF ROAD, 131 FEET NORTH OF CENTER OF
 GD0843'JUNCTION OF BLACK TOP ROAD AND ROAD NORTHWEST, 91 FEET SOUTH
 GD0843'OF CENTER OF JUNCTION OF BLACK TOP ROAD SOUTHWEST, 53 FEET
 GD0843'EAST OF CENTER OF TOP OF LEVEE, 2 FEET SOUTH OF A CONCRETE
 GD0843'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE
 GD0843'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0843
 GD0843                          STATION RECOVERY (2002)
 GD0843
 GD0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0919 ***********************************************************************
 FE0919  DESIGNATION -  Z 134
 FE0919  PID         -  FE0919
 FE0919  STATE/COUNTY-  TN/LAUDERDALE
 FE0919  USGS QUAD   -  FOWLKES (1983)
 FE0919
 FE0919                         *CURRENT SURVEY CONTROL
 FE0919  ___________________________________________________________________
 FE0919* NAD 83(1986)-  35 55 24.     (N)    089 23 25.     (W)     SCALED    
 FE0919* NAVD 88     -        83.049  (meters)     272.47   (feet)  ADJUSTED  
 FE0919  ___________________________________________________________________
 FE0919  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE0919  DYNAMIC HT  -          82.978 (meters)     272.24  (feet)  COMP
 FE0919  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 FE0919
 FE0919  VERT ORDER  -  FIRST     CLASS I
 FE0919
 FE0919.The horizontal coordinates were scaled from a topographic map and have
 FE0919.an estimated accuracy of +/- 6 seconds.
 FE0919
 FE0919.The orthometric height was determined by differential leveling
 FE0919.and adjusted by the National Geodetic Survey in June 1991..
 FE0919
 FE0919.The geoid height was determined by GEOID03.
 FE0919
 FE0919.The dynamic height is computed by dividing the NAVD 88
 FE0919.geopotential number by the normal gravity value computed on the
 FE0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0919.degrees latitude (g = 980.6199 gals.).
 FE0919
 FE0919.The modeled gravity was interpolated from observed gravity values.
 FE0919
 FE0919;                    North         East    Units  Estimated Accuracy
 FE0919;SPC TN       -   181,710.      294,100.      MT  (+/- 180 meters Scaled)
 FE0919
 FE0919                          SUPERSEDED SURVEY CONTROL
 FE0919
 FE0919  NGVD 29 (??/??/??)   82.988  (m)          272.27   (f) ADJUSTED    1 1
 FE0919
 FE0919.Superseded values are not recommended for survey control.
 FE0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0919.See file dsdata.txt to determine how the superseded data were derived.
 FE0919
 FE0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843780(NAD 83)
 FE0919_MARKER: DB = BENCH MARK DISK
 FE0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0919_SP_SET: BRIDGE
 FE0919_STAMPING: Z 134 1957
 FE0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0919
 FE0919  HISTORY     - Date     Condition        Report By
 FE0919  HISTORY     - 1957     MONUMENTED       CGS
 FE0919  HISTORY     - 1974     GOOD             NGS
 FE0919  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0919
 FE0919                          STATION DESCRIPTION
 FE0919
 FE0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0919'3.2 MI S FROM FOWLKES.
 FE0919'ABOUT 3.20 MILES SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0919'BAPTIST CHURCH AT FOWLKES, ALSO ABOUT 3 MILES NORTH OF THE FIRST
 FE0919'BAPTIST CHURCH AT HALLS ALONG U.S. HIGHWAY 51, SET IN THE TOP OF
 FE0919'THE NORTHEAST CONCRETE WINGWALL OF A 60-FOOT CONCRETE BRIDGE
 FE0919'49/3-25.10, 12.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0919'ABOUT LEVEL WITH THE HIGHWAY.
 FE0919
 FE0919                          STATION RECOVERY (2002)
 FE0919
 FE0919'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0919'MARK DESTROYED DUE TO BRIDGE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0397 ***********************************************************************
 GD0397  DESIGNATION -  Z 14
 GD0397  PID         -  GD0397
 GD0397  STATE/COUNTY-  TN/GIBSON
 GD0397  USGS QUAD   -  RUTHERFORD (1985)
 GD0397
 GD0397                         *CURRENT SURVEY CONTROL
 GD0397  ___________________________________________________________________
 GD0397* NAD 83(1986)-  36 10 50.     (N)    088 59 53.     (W)     SCALED    
 GD0397* NAVD 88     -        94.104  (meters)     308.74   (feet)  ADJUSTED  
 GD0397  ___________________________________________________________________
 GD0397  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0397  DYNAMIC HT  -          94.026 (meters)     308.48  (feet)  COMP
 GD0397  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GD0397
 GD0397  VERT ORDER  -  SECOND    CLASS 0
 GD0397
 GD0397.The horizontal coordinates were scaled from a topographic map and have
 GD0397.an estimated accuracy of +/- 6 seconds.
 GD0397
 GD0397.The orthometric height was determined by differential leveling
 GD0397.and adjusted by the National Geodetic Survey in June 1991..
 GD0397
 GD0397.The geoid height was determined by GEOID03.
 GD0397
 GD0397.The dynamic height is computed by dividing the NAVD 88
 GD0397.geopotential number by the normal gravity value computed on the
 GD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0397.degrees latitude (g = 980.6199 gals.).
 GD0397
 GD0397.The modeled gravity was interpolated from observed gravity values.
 GD0397
 GD0397;                    North         East    Units  Estimated Accuracy
 GD0397;SPC TN       -   209,080.      330,350.      MT  (+/- 180 meters Scaled)
 GD0397
 GD0397                          SUPERSEDED SURVEY CONTROL
 GD0397
 GD0397  NGVD 29 (??/??/??)   94.122  (m)          308.80   (f) ADJUSTED    2 0
 GD0397
 GD0397.Superseded values are not recommended for survey control.
 GD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0397.See file dsdata.txt to determine how the superseded data were derived.
 GD0397
 GD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF203058(NAD 83)
 GD0397_MARKER: DB = BENCH MARK DISK
 GD0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0397_STAMPING: Z 14 1935
 GD0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0397+STABILITY: SURFACE MOTION
 GD0397
 GD0397  HISTORY     - Date     Condition        Report By
 GD0397  HISTORY     - 1935     MONUMENTED       CGS
 GD0397  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0397
 GD0397                          STATION DESCRIPTION
 GD0397
 GD0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0397'2 MI S FROM KENTON.
 GD0397'IN GIBSON COUNTY, 2.0 MILES SOUTH ALONG THE MOBILE AND OHIO
 GD0397'RAILROAD FROM THE STATION AT KENTON, OBION COUNTY, 0.4 MILE
 GD0397'NORTH OF MILEPOST 429, AT A FIELD ROAD CROSSING, 15 YARDS WEST
 GD0397'OF THE CENTERLINE OF THE TRACK, 3 YARDS NORTH OF THE CENTERLINE
 GD0397'OF THE ROAD, OPPOSITE A FARMHOUSE, AND AT THE FENCE.  A STANDARD
 GD0397'DISK, STAMPED Z 14 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0397'NOTE-- THERE IS EVIDENCE THAT THE RR RIGHT-OF-WAY HAS BEEN
 GD0397'CLEARED RECENTLY IN THIS AREA.
 GD0397
 GD0397                          STATION RECOVERY (1967)
 GD0397
 GD0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1553 ***********************************************************************
 FE1553  DESIGNATION -  Z 152
 FE1553  PID         -  FE1553
 FE1553  STATE/COUNTY-  TN/LAUDERDALE
 FE1553  USGS QUAD   -  CHIC (1983)
 FE1553
 FE1553                         *CURRENT SURVEY CONTROL
 FE1553  ___________________________________________________________________
 FE1553* NAD 83(1986)-  35 52 54.     (N)    089 43 17.     (W)     SCALED    
 FE1553* NAVD 88     -        78.061  (meters)     256.11   (feet)  ADJUSTED  
 FE1553  ___________________________________________________________________
 FE1553  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE1553  DYNAMIC HT  -          77.996 (meters)     255.89  (feet)  COMP
 FE1553  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FE1553
 FE1553  VERT ORDER  -  FIRST     CLASS II
 FE1553
 FE1553.The horizontal coordinates were scaled from a topographic map and have
 FE1553.an estimated accuracy of +/- 6 seconds.
 FE1553
 FE1553.The orthometric height was determined by differential leveling
 FE1553.and adjusted by the National Geodetic Survey in June 1991..
 FE1553
 FE1553.The geoid height was determined by GEOID03.
 FE1553
 FE1553.The dynamic height is computed by dividing the NAVD 88
 FE1553.geopotential number by the normal gravity value computed on the
 FE1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1553.degrees latitude (g = 980.6199 gals.).
 FE1553
 FE1553.The modeled gravity was interpolated from observed gravity values.
 FE1553
 FE1553;                    North         East    Units  Estimated Accuracy
 FE1553;SPC TN       -   178,170.      264,060.      MT  (+/- 180 meters Scaled)
 FE1553
 FE1553                          SUPERSEDED SURVEY CONTROL
 FE1553
 FE1553  NGVD 29 (??/??/??)   78.013  (m)          255.95   (f) ADJUSTED    1 2
 FE1553
 FE1553.Superseded values are not recommended for survey control.
 FE1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1553.See file dsdata.txt to determine how the superseded data were derived.
 FE1553
 FE1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE543742(NAD 83)
 FE1553_MARKER: DB = BENCH MARK DISK
 FE1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1553_STAMPING: Z 152 1943
 FE1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1553+STABILITY: SURFACE MOTION
 FE1553
 FE1553  HISTORY     - Date     Condition        Report By
 FE1553  HISTORY     - 1943     MONUMENTED       CGS
 FE1553  HISTORY     - 1957     GOOD             CGS
 FE1553  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1553
 FE1553                          STATION DESCRIPTION
 FE1553
 FE1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1553'1.1 MI SE FROM BARR.
 FE1553'ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND
 FE1553'POST OFFICE AT BARR, THENCE 0.1 MILE EAST ALONG A GRAVEL ROAD
 FE1553'LEADING TO HALES POINT, AT A RIGHT ANGLE TURN IN THE ROAD, 48
 FE1553'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 50 FEET
 FE1553'WEST-SOUTHWEST OF A LONE FORKED 18 INCH PECAN TREE WHICH IS
 FE1553'LOCATED IN A CULTIVATED FIELD, 45 FEET SOUTH OF A BLAZED 24 INCH
 FE1553'COTTONWOOD TREE, 6 FEET NORTH OF A FENCE CORNER, 3 FEET EAST OF A
 FE1553'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1
 FE1553'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1553'POST.
 FE1553
 FE1553                          STATION RECOVERY (1971)
 FE1553
 FE1553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1010 ***********************************************************************
 FE1010  DESIGNATION -  Z 154
 FE1010  PID         -  FE1010
 FE1010  STATE/COUNTY-  TN/HARDEMAN
 FE1010  USGS QUAD   -  SAULSBURY (1981)
 FE1010
 FE1010                         *CURRENT SURVEY CONTROL
 FE1010  ___________________________________________________________________
 FE1010* NAD 83(1986)-  35 02 42.     (N)    089 00 11.     (W)     SCALED    
 FE1010* NAVD 88     -       165.500  (meters)     542.98   (feet)  ADJUSTED  
 FE1010  ___________________________________________________________________
 FE1010  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE1010  DYNAMIC HT  -         165.342 (meters)     542.46  (feet)  COMP
 FE1010  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 FE1010
 FE1010  VERT ORDER  -  FIRST     CLASS II
 FE1010
 FE1010.The horizontal coordinates were scaled from a topographic map and have
 FE1010.an estimated accuracy of +/- 6 seconds.
 FE1010
 FE1010.The orthometric height was determined by differential leveling
 FE1010.and adjusted by the National Geodetic Survey in June 1991..
 FE1010
 FE1010.The geoid height was determined by GEOID03.
 FE1010
 FE1010.The dynamic height is computed by dividing the NAVD 88
 FE1010.geopotential number by the normal gravity value computed on the
 FE1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1010.degrees latitude (g = 980.6199 gals.).
 FE1010
 FE1010.The modeled gravity was interpolated from observed gravity values.
 FE1010
 FE1010;                    North         East    Units  Estimated Accuracy
 FE1010;SPC TN       -    83,160.      326,040.      MT  (+/- 180 meters Scaled)
 FE1010
 FE1010                          SUPERSEDED SURVEY CONTROL
 FE1010
 FE1010  NGVD 29 (??/??/??)  165.451  (m)          542.82   (f) ADJUSTED    1 2
 FE1010
 FE1010.Superseded values are not recommended for survey control.
 FE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1010.See file dsdata.txt to determine how the superseded data were derived.
 FE1010
 FE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD173798(NAD 83)
 FE1010_MARKER: DD = SURVEY DISK
 FE1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1010_STAMPING: Z 154 1944
 FE1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1010+STABILITY: SURFACE MOTION
 FE1010
 FE1010  HISTORY     - Date     Condition        Report By
 FE1010  HISTORY     - 1944     MONUMENTED       TNGS
 FE1010  HISTORY     - 1944     GOOD             CGS
 FE1010  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1010
 FE1010                          STATION DESCRIPTION
 FE1010
 FE1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1010'1.6 MI W FROM ROGERS SPRINGS.
 FE1010'1.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1010'ROGERS SPRING, HARDEMAN COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST
 FE1010'489, AT STATE HIGHWAY 57 OVERPASS, 7 FEET NORTHEAST OF THE
 FE1010'NORTHEAST EDGE OF THE OVERPASS BRIDGE, 19 FEET SOUTHEAST OF THE
 FE1010'CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A WHITE WOODEN
 FE1010'WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A
 FE1010'STATE SURVEY STANDARD DISK, STAMPED Z 154 1944 AND SET IN THE
 FE1010'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1010
 FE1010                          STATION RECOVERY (1983)
 FE1010
 FE1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1010'NOT RECOVERED.  POSSIBLY DESTROYED WHEN NEW HIGHWAY BRIDGE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0562 ***********************************************************************
 FE0562  DESIGNATION -  Z 155
 FE0562  PID         -  FE0562
 FE0562  STATE/COUNTY-  TN/MCNAIRY
 FE0562  USGS QUAD   -  GUYS (1983)
 FE0562
 FE0562                         *CURRENT SURVEY CONTROL
 FE0562  ___________________________________________________________________
 FE0562* NAD 83(1986)-  35 00 32.     (N)    088 31 58.     (W)     SCALED    
 FE0562* NAVD 88     -       143.962  (meters)     472.32   (feet)  ADJUSTED  
 FE0562  ___________________________________________________________________
 FE0562  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0562  DYNAMIC HT  -         143.826 (meters)     471.87  (feet)  COMP
 FE0562  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FE0562
 FE0562  VERT ORDER  -  FIRST     CLASS II
 FE0562
 FE0562.The horizontal coordinates were scaled from a topographic map and have
 FE0562.an estimated accuracy of +/- 6 seconds.
 FE0562
 FE0562.The orthometric height was determined by differential leveling
 FE0562.and adjusted by the National Geodetic Survey in June 1991..
 FE0562
 FE0562.The geoid height was determined by GEOID03.
 FE0562
 FE0562.The dynamic height is computed by dividing the NAVD 88
 FE0562.geopotential number by the normal gravity value computed on the
 FE0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0562.degrees latitude (g = 980.6199 gals.).
 FE0562
 FE0562.The modeled gravity was interpolated from observed gravity values.
 FE0562
 FE0562;                    North         East    Units  Estimated Accuracy
 FE0562;SPC TN       -    77,950.      368,830.      MT  (+/- 180 meters Scaled)
 FE0562
 FE0562                          SUPERSEDED SURVEY CONTROL
 FE0562
 FE0562  NGVD 29 (??/??/??)  143.946  (m)          472.26   (f) ADJUSTED    1 2
 FE0562
 FE0562.Superseded values are not recommended for survey control.
 FE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0562.See file dsdata.txt to determine how the superseded data were derived.
 FE0562
 FE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD601751(NAD 83)
 FE0562_MARKER: DB = BENCH MARK DISK
 FE0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0562_SP_SET: CULVERT
 FE0562_STAMPING: Z 155 1944
 FE0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0562
 FE0562  HISTORY     - Date     Condition        Report By
 FE0562  HISTORY     - 1944     MONUMENTED       CGS
 FE0562  HISTORY     - 1948     GOOD             CGS
 FE0562  HISTORY     - 1972     GOOD             TVA
 FE0562
 FE0562                          STATION DESCRIPTION
 FE0562
 FE0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0562'2.1 MI SE FROM GUYS.
 FE0562'ABOUT 2.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0562'RAILROAD FROM THE STATION AT GUYS, ABOUT 0.1 MILE NORTHWEST OF
 FE0562'MILE POST 334, AT THE INSIDE OF A LONG CURVE, SET IN THE TOP OF
 FE0562'THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 24-FOOT
 FE0562'CONCRETE ARCHED DOUBLE CULVERT, 33 FEET SOUTHWEST OF THE SOUTHWEST
 FE0562'RAIL AND ABOUT 8 FEET BELOW THE TRACK.  NOTE-- LETTERS BM
 FE0562'PAINTED ON CROSS TIE OPPOSITE BM.
 FE0562
 FE0562                          STATION RECOVERY (1972)
 FE0562
 FE0562'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0971 ***********************************************************************
 FE0971  DESIGNATION -  Z 156
 FE0971  PID         -  FE0971
 FE0971  STATE/COUNTY-  TN/FAYETTE
 FE0971  USGS QUAD   -  MOSCOW (1965)
 FE0971
 FE0971                         *CURRENT SURVEY CONTROL
 FE0971  ___________________________________________________________________
 FE0971* NAD 83(1986)-  35 03 46.     (N)    089 24 58.     (W)     SCALED    
 FE0971* NAVD 88     -       103.449  (meters)     339.40   (feet)  ADJUSTED  
 FE0971  ___________________________________________________________________
 FE0971  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0971  DYNAMIC HT  -         103.352 (meters)     339.08  (feet)  COMP
 FE0971  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 FE0971
 FE0971  VERT ORDER  -  FIRST     CLASS II
 FE0971
 FE0971.The horizontal coordinates were scaled from a topographic map and have
 FE0971.an estimated accuracy of +/- 6 seconds.
 FE0971
 FE0971.The orthometric height was determined by differential leveling
 FE0971.and adjusted by the National Geodetic Survey in June 1991..
 FE0971
 FE0971.The geoid height was determined by GEOID03.
 FE0971
 FE0971.The dynamic height is computed by dividing the NAVD 88
 FE0971.geopotential number by the normal gravity value computed on the
 FE0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0971.degrees latitude (g = 980.6199 gals.).
 FE0971
 FE0971.The modeled gravity was interpolated from observed gravity values.
 FE0971
 FE0971;                    North         East    Units  Estimated Accuracy
 FE0971;SPC TN       -    86,370.      288,440.      MT  (+/- 180 meters Scaled)
 FE0971
 FE0971                          SUPERSEDED SURVEY CONTROL
 FE0971
 FE0971  NGVD 29 (??/??/??)  103.393  (m)          339.22   (f) ADJUSTED    1 2
 FE0971
 FE0971.Superseded values are not recommended for survey control.
 FE0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0971.See file dsdata.txt to determine how the superseded data were derived.
 FE0971
 FE0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD796826(NAD 83)
 FE0971_MARKER: DB = BENCH MARK DISK
 FE0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0971_SP_SET: BRIDGE
 FE0971_STAMPING: Z 156 1944
 FE0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0971
 FE0971  HISTORY     - Date     Condition        Report By
 FE0971  HISTORY     - 1944     MONUMENTED       CGS
 FE0971  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0971
 FE0971                          STATION DESCRIPTION
 FE0971
 FE0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0971'0.7 MI W FROM MOSCOW.
 FE0971'0.7 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0971'MOSCOW, FAYETTE COUNTY, AT THE BRIDGE OVER WOLF RIVER, IN THE
 FE0971'TOP OF THE NORTHEAST CORNER OF THE EAST CONCRETE ABUTMENT, 10.5
 FE0971'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET
 FE0971'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 156 1944.
 FE0971
 FE0971                          STATION RECOVERY (1983)
 FE0971
 FE0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0971'NOT SEARCHED FOR ALONG RAILROAD, MAIN LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0551 ***********************************************************************
 FE0551  DESIGNATION -  Z 157
 FE0551  PID         -  FE0551
 FE0551  STATE/COUNTY-  TN/MCNAIRY
 FE0551  USGS QUAD   -  GUYS (1983)
 FE0551
 FE0551                         *CURRENT SURVEY CONTROL
 FE0551  ___________________________________________________________________
 FE0551* NAD 83(1986)-  35 05 24.     (N)    088 37 14.     (W)     SCALED    
 FE0551* NAVD 88     -       125.863  (meters)     412.94   (feet)  ADJUSTED  
 FE0551  ___________________________________________________________________
 FE0551  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0551  DYNAMIC HT  -         125.743 (meters)     412.54  (feet)  COMP
 FE0551  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 FE0551
 FE0551  VERT ORDER  -  FIRST     CLASS II
 FE0551
 FE0551.The horizontal coordinates were scaled from a topographic map and have
 FE0551.an estimated accuracy of +/- 6 seconds.
 FE0551
 FE0551.The orthometric height was determined by differential leveling
 FE0551.and adjusted by the National Geodetic Survey in June 1991..
 FE0551
 FE0551.The geoid height was determined by GEOID03.
 FE0551
 FE0551.The dynamic height is computed by dividing the NAVD 88
 FE0551.geopotential number by the normal gravity value computed on the
 FE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0551.degrees latitude (g = 980.6199 gals.).
 FE0551
 FE0551.The modeled gravity was interpolated from observed gravity values.
 FE0551
 FE0551;                    North         East    Units  Estimated Accuracy
 FE0551;SPC TN       -    87,150.      361,060.      MT  (+/- 180 meters Scaled)
 FE0551
 FE0551                          SUPERSEDED SURVEY CONTROL
 FE0551
 FE0551  NGVD 29 (??/??/??)  125.854  (m)          412.91   (f) ADJUSTED    1 2
 FE0551
 FE0551.Superseded values are not recommended for survey control.
 FE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0551.See file dsdata.txt to determine how the superseded data were derived.
 FE0551
 FE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD522842(NAD 83)
 FE0551_MARKER: DB = BENCH MARK DISK
 FE0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0551_SP_SET: CONCRETE BASE
 FE0551_STAMPING: Z 157 1944
 FE0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0551
 FE0551  HISTORY     - Date     Condition        Report By
 FE0551  HISTORY     - 1944     MONUMENTED       CGS
 FE0551  HISTORY     - 1948     GOOD             CGS
 FE0551  HISTORY     - 1972     GOOD             TVA
 FE0551
 FE0551                          STATION DESCRIPTION
 FE0551
 FE0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0551'1.4 MI N FROM RAMER.
 FE0551'ABOUT 1.45 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0551'FROM THE STATION AT RAMER, ABOUT 0.2 MILE NORTH OF MILE POST 342,
 FE0551'ABOUT 0.3 MILE NORTH OF A 75-FOOT WOODEN TRESTLE, SET IN THE
 FE0551'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL
 FE0551'NO. 343.2, 7.5 FEET EAST OF THE EAST RAIL AND ABOUT 1 FOOT
 FE0551'ABOVE THE TRACK.  NOTE 1972--0.1 MILE NORTH OF MILEPOST 342 AND
 FE0551'BLOCK SIGNAL NUMBER 3421.
 FE0551
 FE0551                          STATION RECOVERY (1972)
 FE0551
 FE0551'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0508 ***********************************************************************
 FE0508  DESIGNATION -  Z 158
 FE0508  PID         -  FE0508
 FE0508  STATE/COUNTY-  TN/CHESTER
 FE0508  USGS QUAD   -  JACKS CREEK (1983)
 FE0508
 FE0508                         *CURRENT SURVEY CONTROL
 FE0508  ___________________________________________________________________
 FE0508* NAD 83(1986)-  35 23 33.     (N)    088 36 00.     (W)     SCALED    
 FE0508* NAVD 88     -       128.321  (meters)     421.00   (feet)  ADJUSTED  
 FE0508  ___________________________________________________________________
 FE0508  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE0508  DYNAMIC HT  -         128.203 (meters)     420.61  (feet)  COMP
 FE0508  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FE0508
 FE0508  VERT ORDER  -  FIRST     CLASS II
 FE0508
 FE0508.The horizontal coordinates were scaled from a topographic map and have
 FE0508.an estimated accuracy of +/- 6 seconds.
 FE0508
 FE0508.The orthometric height was determined by differential leveling
 FE0508.and adjusted by the National Geodetic Survey in June 1991..
 FE0508
 FE0508.The geoid height was determined by GEOID03.
 FE0508
 FE0508.The dynamic height is computed by dividing the NAVD 88
 FE0508.geopotential number by the normal gravity value computed on the
 FE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0508.degrees latitude (g = 980.6199 gals.).
 FE0508
 FE0508.The modeled gravity was interpolated from observed gravity values.
 FE0508
 FE0508;                    North         East    Units  Estimated Accuracy
 FE0508;SPC TN       -   120,650.      363,820.      MT  (+/- 180 meters Scaled)
 FE0508
 FE0508                          SUPERSEDED SURVEY CONTROL
 FE0508
 FE0508  NGVD 29 (??/??/??)  128.334  (m)          421.04   (f) ADJUSTED    1 2
 FE0508
 FE0508.Superseded values are not recommended for survey control.
 FE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0508.See file dsdata.txt to determine how the superseded data were derived.
 FE0508
 FE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE546177(NAD 83)
 FE0508_MARKER: DB = BENCH MARK DISK
 FE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0508_STAMPING: Z 158 1944
 FE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0508+STABILITY: SURFACE MOTION
 FE0508
 FE0508  HISTORY     - Date     Condition        Report By
 FE0508  HISTORY     - 1944     MONUMENTED       CGS
 FE0508  HISTORY     - 1948     GOOD             CGS
 FE0508  HISTORY     - 1972     GOOD             TVA
 FE0508
 FE0508                          STATION DESCRIPTION
 FE0508
 FE0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0508'2.6 MI N FROM FINGER.
 FE0508'ABOUT 2.55 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0508'FROM THE STATION AT FINGER, ABOUT 3.8 MILES SOUTHEAST OF THE
 FE0508'STATION AT HENDERSON, 0.42 MILE SOUTH OF TRESTLE NO. 365/42,
 FE0508'50.4 FEET SOUTH-SOUTHEAST OF MILE POST 365, 23.5 FEET NORTHEAST
 FE0508'OF THE NORTHEAST RAIL, 8.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 FE0508'ABOUT IN LINE WITH THE ROW OF POLES, 2 FEET NORTHWEST OF A WHITE
 FE0508'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACKS AND SET IN THE
 FE0508'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- DELETE 2 FT
 FE0508'NW OF WHITE WOODEN WITNESS POST.  ADD 270 FT SE OF ROAD CROSSING.
 FE0508
 FE0508                          STATION RECOVERY (1972)
 FE0508
 FE0508'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0490 ***********************************************************************
 FF0490  DESIGNATION -  Z 16
 FF0490  PID         -  FF0490
 FF0490  STATE/COUNTY-  TN/SHELBY
 FF0490  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0490
 FF0490                         *CURRENT SURVEY CONTROL
 FF0490  ___________________________________________________________________
 FF0490* NAD 83(1986)-  35 08 44.     (N)    090 03 13.     (W)     SCALED    
 FF0490* NAVD 88     -        83.147  (meters)     272.79   (feet)  ADJUSTED  
 FF0490  ___________________________________________________________________
 FF0490  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0490  DYNAMIC HT  -          83.072 (meters)     272.55  (feet)  COMP
 FF0490  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF0490
 FF0490  VERT ORDER  -  FIRST     CLASS II
 FF0490
 FF0490.The horizontal coordinates were scaled from a topographic map and have
 FF0490.an estimated accuracy of +/- 6 seconds.
 FF0490
 FF0490.The orthometric height was determined by differential leveling
 FF0490.and adjusted by the National Geodetic Survey in June 1991..
 FF0490
 FF0490.The geoid height was determined by GEOID03.
 FF0490
 FF0490.The dynamic height is computed by dividing the NAVD 88
 FF0490.geopotential number by the normal gravity value computed on the
 FF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0490.degrees latitude (g = 980.6199 gals.).
 FF0490
 FF0490.The modeled gravity was interpolated from observed gravity values.
 FF0490
 FF0490;                    North         East    Units  Estimated Accuracy
 FF0490;SPC TN       -    97,770.      230,710.      MT  (+/- 180 meters Scaled)
 FF0490
 FF0490                          SUPERSEDED SURVEY CONTROL
 FF0490
 FF0490  NGVD 29 (??/??/??)   83.106  (m)          272.66   (f) ADJUSTED    1 2
 FF0490
 FF0490.Superseded values are not recommended for survey control.
 FF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0490.See file dsdata.txt to determine how the superseded data were derived.
 FF0490
 FF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU684931(NAD 83)
 FF0490_MARKER: DB = BENCH MARK DISK
 FF0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0490_SP_SET: BUILDING
 FF0490_STAMPING: Z 16 1934
 FF0490_MARK LOGO: CGS   
 FF0490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0490+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0490
 FF0490  HISTORY     - Date     Condition        Report By
 FF0490  HISTORY     - 1934     MONUMENTED       CGS
 FF0490  HISTORY     - 1974     GOOD             NGS
 FF0490  HISTORY     - 1976     GOOD             NGS
 FF0490  HISTORY     - 1990     GOOD             USPSQD
 FF0490  HISTORY     - 20001128 GOOD             USE
 FF0490
 FF0490                          STATION DESCRIPTION
 FF0490
 FF0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0490'AT MEMPHIS.
 FF0490'AT MEMPHIS, AT THE NORTHEAST CORNER OF THE COURTHOUSE-CUSTOMHOUSE-POST
 FF0490'OFFICE BUILDING, 58 FEET SOUTH OF THE SOUTH CURB OF COURT AVENUE
 FF0490'LEADING WEST, 44 FEET WEST OF THE WEST CURB OF NORTH FRONT STREET,
 FF0490'SET VERTICALLY IN THE EAST FACE OF THE GRANITE WALL OF BUILDING
 FF0490'AND 1.6 FEET SOUTH OF THE NORTHEAST CORNER, 1 FOOT ABOVE GROUND.
 FF0490
 FF0490                          STATION RECOVERY (1976)
 FF0490
 FF0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0490'RECOVERED IN GOOD CONDITION.
 FF0490
 FF0490                          STATION RECOVERY (1990)
 FF0490
 FF0490'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0490'RECOVERED IN GOOD CONDITION.
 FF0490
 FF0490                          STATION RECOVERY (2000)
 FF0490
 FF0490'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0727 ***********************************************************************
 FE0727  DESIGNATION -  Z 160
 FE0727  PID         -  FE0727
 FE0727  STATE/COUNTY-  TN/MADISON
 FE0727  USGS QUAD   -  JACKSON NORTH (1983)
 FE0727
 FE0727                         *CURRENT SURVEY CONTROL
 FE0727  ___________________________________________________________________
 FE0727* NAD 83(1986)-  35 37 40.     (N)    088 46 49.     (W)     SCALED    
 FE0727* NAVD 88     -       140.016  (meters)     459.37   (feet)  ADJUSTED  
 FE0727  ___________________________________________________________________
 FE0727  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0727  DYNAMIC HT  -         139.890 (meters)     458.96  (feet)  COMP
 FE0727  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FE0727
 FE0727  VERT ORDER  -  FIRST     CLASS II
 FE0727
 FE0727.The horizontal coordinates were scaled from a topographic map and have
 FE0727.an estimated accuracy of +/- 6 seconds.
 FE0727
 FE0727.The orthometric height was determined by differential leveling
 FE0727.and adjusted by the National Geodetic Survey in June 1991..
 FE0727
 FE0727.The geoid height was determined by GEOID03.
 FE0727
 FE0727.The dynamic height is computed by dividing the NAVD 88
 FE0727.geopotential number by the normal gravity value computed on the
 FE0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0727.degrees latitude (g = 980.6199 gals.).
 FE0727
 FE0727.The modeled gravity was interpolated from observed gravity values.
 FE0727
 FE0727;                    North         East    Units  Estimated Accuracy
 FE0727;SPC TN       -   147,190.      348,190.      MT  (+/- 180 meters Scaled)
 FE0727
 FE0727                          SUPERSEDED SURVEY CONTROL
 FE0727
 FE0727  NGVD 29 (??/??/??)  140.050  (m)          459.48   (f) ADJUSTED    1 2
 FE0727
 FE0727.Superseded values are not recommended for survey control.
 FE0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0727.See file dsdata.txt to determine how the superseded data were derived.
 FE0727
 FE0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE387441(NAD 83)
 FE0727_MARKER: DB = BENCH MARK DISK
 FE0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0727_STAMPING: Z 160 1944
 FE0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0727+STABILITY: SURFACE MOTION
 FE0727
 FE0727  HISTORY     - Date     Condition        Report By
 FE0727  HISTORY     - 1944     MONUMENTED       CGS
 FE0727  HISTORY     - 1948     GOOD             CGS
 FE0727  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0727
 FE0727                          STATION DESCRIPTION
 FE0727
 FE0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0727'2 MI NE FROM JACKSON.
 FE0727'ABOUT 2.0 MILES EAST AND NORTHEAST ALONG LEXINGTON AVENUE AND A
 FE0727'ROAD TO THE MUNICIPAL AIRPORT FROM ITS INTERSECTION WITH THE
 FE0727'GULF, MOBILE AND OHIO RAILROAD AT JACKSON, AT THE MUNICIPAL
 FE0727'AIRPORT, 4 FEET SOUTHEAST OF THE EAST CORNER OF THE MAIN HANGAR,
 FE0727'IN THE CORNER OF THE CONCRETE APRON AND A CONCRETE WALK NORTHEAST
 FE0727'TO A GAS PUMP AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE0727'GROUND AND ABOUT LEVEL WITH THE WALK AND CONCRETE APRON.
 FE0727
 FE0727                          STATION RECOVERY (2002)
 FE0727
 FE0727'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0727'SUSPECTED DESTROYED DUE TO OLD AIRPORT NOW BEING A LARGE INDUSTRIAL
 FE0727'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0337 ***********************************************************************
 GD0337  DESIGNATION -  Z 161
 GD0337  PID         -  GD0337
 GD0337  STATE/COUNTY-  TN/WEAKLEY
 GD0337  USGS QUAD   -  MARTIN (1983)
 GD0337
 GD0337                         *CURRENT SURVEY CONTROL
 GD0337  ___________________________________________________________________
 GD0337* NAD 83(1986)-  36 17 34.     (N)    088 50 22.     (W)     SCALED    
 GD0337* NAVD 88     -       117.810  (meters)     386.51   (feet)  ADJUSTED  
 GD0337  ___________________________________________________________________
 GD0337  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0337  DYNAMIC HT  -         117.714 (meters)     386.20  (feet)  COMP
 GD0337  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GD0337
 GD0337  VERT ORDER  -  FIRST     CLASS II
 GD0337
 GD0337.The horizontal coordinates were scaled from a topographic map and have
 GD0337.an estimated accuracy of +/- 6 seconds.
 GD0337
 GD0337.The orthometric height was determined by differential leveling
 GD0337.and adjusted by the National Geodetic Survey in June 1991..
 GD0337
 GD0337.The geoid height was determined by GEOID03.
 GD0337
 GD0337.The dynamic height is computed by dividing the NAVD 88
 GD0337.geopotential number by the normal gravity value computed on the
 GD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0337.degrees latitude (g = 980.6199 gals.).
 GD0337
 GD0337.The modeled gravity was interpolated from observed gravity values.
 GD0337
 GD0337;                    North         East    Units  Estimated Accuracy
 GD0337;SPC TN       -   221,100.      344,980.      MT  (+/- 180 meters Scaled)
 GD0337
 GD0337                          SUPERSEDED SURVEY CONTROL
 GD0337
 GD0337  NGVD 29 (??/??/??)  117.826  (m)          386.57   (f) ADJUSTED    1 2
 GD0337
 GD0337.Superseded values are not recommended for survey control.
 GD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0337.See file dsdata.txt to determine how the superseded data were derived.
 GD0337
 GD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF348179(NAD 83)
 GD0337_MARKER: DB = BENCH MARK DISK
 GD0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0337_STAMPING: Z 161 1944
 GD0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0337+STABILITY: SURFACE MOTION
 GD0337
 GD0337  HISTORY     - Date     Condition        Report By
 GD0337  HISTORY     - 1944     MONUMENTED       CGS
 GD0337  HISTORY     - 1948     GOOD             CGS
 GD0337  HISTORY     - 1967     GOOD             CGS
 GD0337  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0337
 GD0337                          STATION DESCRIPTION
 GD0337
 GD0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0337'3.7 MI S FROM MARTIN.
 GD0337'ABOUT 3.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0337'THE UNION STATION AT MARTIN, ABOUT 0.2 MILE SOUTH OF MILE POST
 GD0337'C 421, AT A PUBLIC ROAD CROSSING, 45.5 FEET EAST OF THE EAST
 GD0337'RAIL, 124 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 115
 GD0337'FEET NORTH-NORTHEAST OF THE CROSSING SIGN, 1.5 FEET WEST OF THE
 GD0337'R/W FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GD0337'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0337'PROJECTING 4 INCHES.  NOTE-- THIS MARK IS NOW 0.5 OF A FOOT W OF
 GD0337'A METAL WITNESS POST AND SIGN AND IS ABOUT 8 IN BELOW THE SURFACE
 GD0337'OF THE GROUND.
 GD0337
 GD0337                          STATION RECOVERY (1967)
 GD0337
 GD0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0337'RECOVERED IN GOOD CONDITION.
 GD0337
 GD0337                          STATION RECOVERY (2002)
 GD0337
 GD0337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1839 ***********************************************************************
 GA1839  DESIGNATION -  Z 162
 GA1839  PID         -  GA1839
 GA1839  STATE/COUNTY-  TN/HAWKINS
 GA1839  USGS QUAD   -  BULLS GAP (1976)
 GA1839
 GA1839                         *CURRENT SURVEY CONTROL
 GA1839  ___________________________________________________________________
 GA1839* NAD 83(1986)-  36 19 50.     (N)    083 00 32.     (W)     SCALED    
 GA1839* NAVD 88     -       350.770  (meters)    1150.82   (feet)  ADJUSTED  
 GA1839  ___________________________________________________________________
 GA1839  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1839  DYNAMIC HT  -         350.448 (meters)    1149.76  (feet)  COMP
 GA1839  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 GA1839
 GA1839  VERT ORDER  -  FIRST     CLASS I
 GA1839
 GA1839.The horizontal coordinates were scaled from a topographic map and have
 GA1839.an estimated accuracy of +/- 6 seconds.
 GA1839
 GA1839.The orthometric height was determined by differential leveling
 GA1839.and adjusted by the National Geodetic Survey in June 1991..
 GA1839
 GA1839.The geoid height was determined by GEOID03.
 GA1839
 GA1839.The dynamic height is computed by dividing the NAVD 88
 GA1839.geopotential number by the normal gravity value computed on the
 GA1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1839.degrees latitude (g = 980.6199 gals.).
 GA1839
 GA1839.The modeled gravity was interpolated from observed gravity values.
 GA1839
 GA1839;                    North         East    Units  Estimated Accuracy
 GA1839;SPC TN       -   225,700.      868,510.      MT  (+/- 180 meters Scaled)
 GA1839
 GA1839                          SUPERSEDED SURVEY CONTROL
 GA1839
 GA1839  NGVD 29 (??/??/92)  350.926  (m)         1151.33   (f) ADJ UNCH    1 1
 GA1839
 GA1839.Superseded values are not recommended for survey control.
 GA1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1839.See file dsdata.txt to determine how the superseded data were derived.
 GA1839
 GA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA196224(NAD 83)
 GA1839_MARKER: DB = BENCH MARK DISK
 GA1839_SETTING: 66 = SET IN ROCK OUTCROP
 GA1839_SP_SET: ROCK LEDGE
 GA1839_STAMPING: Z 162 1967
 GA1839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1839+STABILITY: POSITION/ELEVATION WELL
 GA1839
 GA1839  HISTORY     - Date     Condition        Report By
 GA1839  HISTORY     - 1967     MONUMENTED       CGS
 GA1839
 GA1839                          STATION DESCRIPTION
 GA1839
 GA1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1839'7.2 MI NE FROM BULLS GAP.
 GA1839'ABOUT 7.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1839'RAILROAD FROM THE STATION AT BULLS GAP, 0.45 MILE NORTHEAST OF
 GA1839'MILEPOST 80, 0.3 MILE NORTHEAST OF THE CROSSING OF THE RAILROAD
 GA1839'AND FORK BRANCH ROAD NORTH, 0.15 MILE NORTHEAST OF A CROSSING OF
 GA1839'THE RAILROAD AND A PRIVATE ROAD, SET IN THE TOP OF A LEDGE AT THE
 GA1839'FOOT OF A SLANTING ROCK OUTCROP, 9 FEET NORTHWEST OF THE NORTHWEST
 GA1839'RAIL OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1775 ***********************************************************************
 GA1775  DESIGNATION -  Z 163
 GA1775  PID         -  GA1775
 GA1775  STATE/COUNTY-  TN/HAMBLEN
 GA1775  USGS QUAD   -  MORRISTOWN (1979)
 GA1775
 GA1775                         *CURRENT SURVEY CONTROL
 GA1775  ___________________________________________________________________
 GA1775* NAD 83(1986)-  36 08 13.     (N)    083 16 58.     (W)     SCALED    
 GA1775* NAVD 88     -       361.856  (meters)    1187.19   (feet)  ADJUSTED  
 GA1775  ___________________________________________________________________
 GA1775  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1775  DYNAMIC HT  -         361.518 (meters)    1186.08  (feet)  COMP
 GA1775  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 GA1775
 GA1775  VERT ORDER  -  FIRST     CLASS I
 GA1775
 GA1775.The horizontal coordinates were scaled from a topographic map and have
 GA1775.an estimated accuracy of +/- 6 seconds.
 GA1775
 GA1775.The orthometric height was determined by differential leveling
 GA1775.and adjusted by the National Geodetic Survey in June 1991..
 GA1775
 GA1775.The geoid height was determined by GEOID03.
 GA1775
 GA1775.The dynamic height is computed by dividing the NAVD 88
 GA1775.geopotential number by the normal gravity value computed on the
 GA1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1775.degrees latitude (g = 980.6199 gals.).
 GA1775
 GA1775.The modeled gravity was interpolated from observed gravity values.
 GA1775
 GA1775;                    North         East    Units  Estimated Accuracy
 GA1775;SPC TN       -   203,510.      844,530.      MT  (+/- 180 meters Scaled)
 GA1775
 GA1775                          SUPERSEDED SURVEY CONTROL
 GA1775
 GA1775  NGVD 29 (??/??/92)  362.001  (m)         1187.66   (f) ADJ UNCH    1 1
 GA1775
 GA1775.Superseded values are not recommended for survey control.
 GA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1775.See file dsdata.txt to determine how the superseded data were derived.
 GA1775
 GA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA945015(NAD 83)
 GA1775_MARKER: DB = BENCH MARK DISK
 GA1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1775_SP_SET: UNDERPASS
 GA1775_STAMPING: Z 163 1967
 GA1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1775
 GA1775  HISTORY     - Date     Condition        Report By
 GA1775  HISTORY     - 1967     MONUMENTED       CGS
 GA1775
 GA1775                          STATION DESCRIPTION
 GA1775
 GA1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1775'2.3 MI N FROM WHITE PINE.
 GA1775'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1775'FROM THE POST OFFICE AT WHITE PINE, 0.3 MILE NORTHEAST OF MILEPOST
 GA1775'221, 15 FEET WEST OF THE WEST RAIL OF THE TRACK, AT THE RAILROAD
 GA1775'UNDERPASS FOR INTERSTATE HIGHWAY 81, SET VERTICALLY IN THE EAST
 GA1775'FACE OF THE MOST NORTHERLY OF SIX CONCRETE PILLARS WEST OF THE
 GA1775'TRACK, 15 FEET WEST OF THE WEST RAIL OF THE TRACK, AND ABOUT 2 1/2
 GA1775'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1198 ***********************************************************************
 FB1198  DESIGNATION -  Z 164
 FB1198  PID         -  FB1198
 FB1198  STATE/COUNTY-  TN/COCKE
 FB1198  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1198
 FB1198                         *CURRENT SURVEY CONTROL
 FB1198  ___________________________________________________________________
 FB1198* NAD 83(1986)-  35 55 05.     (N)    083 01 41.     (W)     SCALED    
 FB1198* NAVD 88     -       346.613  (meters)    1137.18   (feet)  ADJUSTED  
 FB1198  ___________________________________________________________________
 FB1198  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1198  DYNAMIC HT  -         346.278 (meters)    1136.08  (feet)  COMP
 FB1198  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 FB1198
 FB1198  VERT ORDER  -  FIRST     CLASS I
 FB1198
 FB1198.The horizontal coordinates were scaled from a topographic map and have
 FB1198.an estimated accuracy of +/- 6 seconds.
 FB1198
 FB1198.The orthometric height was determined by differential leveling
 FB1198.and adjusted by the National Geodetic Survey in June 1991..
 FB1198
 FB1198.The geoid height was determined by GEOID03.
 FB1198
 FB1198.The dynamic height is computed by dividing the NAVD 88
 FB1198.geopotential number by the normal gravity value computed on the
 FB1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1198.degrees latitude (g = 980.6199 gals.).
 FB1198
 FB1198.The modeled gravity was interpolated from observed gravity values.
 FB1198
 FB1198;                    North         East    Units  Estimated Accuracy
 FB1198;SPC TN       -   179,900.      868,180.      MT  (+/- 180 meters Scaled)
 FB1198
 FB1198                          SUPERSEDED SURVEY CONTROL
 FB1198
 FB1198  NGVD 29 (??/??/92)  346.757  (m)         1137.65   (f) ADJ UNCH    1 1
 FB1198
 FB1198.Superseded values are not recommended for survey control.
 FB1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1198.See file dsdata.txt to determine how the superseded data were derived.
 FB1198
 FB1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV170767(NAD 83)
 FB1198_MARKER: DB = BENCH MARK DISK
 FB1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1198_SP_SET: PIER
 FB1198_STAMPING: Z 164 1967
 FB1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1198
 FB1198  HISTORY     - Date     Condition        Report By
 FB1198  HISTORY     - 1967     MONUMENTED       CGS
 FB1198
 FB1198                          STATION DESCRIPTION
 FB1198
 FB1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1198'0.1 MI SW FROM DEL RIO.
 FB1198'ABOUT 0.1 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1198'RAILROAD FROM THE STATION AT DEL RIO, 8 1/2 FEET NORTHWEST OF THE
 FB1198'NORTHWEST RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHWEST
 FB1198'END OF THE ONLY CONCRETE PIER UNDER A STEEL RAILROAD BRIDGE
 FB1198'OVER TRAIL FORK BIG CREEK AND A DIRT ROAD, 1 FOOT NORTHWEST
 FB1198'OF THE NORTHWEST EDGE OF A STEEL BASE PLATE FOR A GIRDER OF THE
 FB1198'BRIDGE, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1648 ***********************************************************************
 GC1648  DESIGNATION -  Z 166
 GC1648  PID         -  GC1648
 GC1648  STATE/COUNTY-  TN/HOUSTON
 GC1648  USGS QUAD   -  MC KINNON (1973)
 GC1648
 GC1648                         *CURRENT SURVEY CONTROL
 GC1648  ___________________________________________________________________
 GC1648* NAD 83(1986)-  36 18 25.     (N)    087 56 23.     (W)     SCALED    
 GC1648* NAVD 88     -       116.552  (meters)     382.39   (feet)  ADJUSTED  
 GC1648  ___________________________________________________________________
 GC1648  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1648  DYNAMIC HT  -         116.456 (meters)     382.07  (feet)  COMP
 GC1648  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GC1648
 GC1648  VERT ORDER  -  FIRST     CLASS II
 GC1648
 GC1648.The horizontal coordinates were scaled from a topographic map and have
 GC1648.an estimated accuracy of +/- 6 seconds.
 GC1648
 GC1648.The orthometric height was determined by differential leveling
 GC1648.and adjusted by the National Geodetic Survey in June 1991..
 GC1648
 GC1648.The geoid height was determined by GEOID03.
 GC1648
 GC1648.The dynamic height is computed by dividing the NAVD 88
 GC1648.geopotential number by the normal gravity value computed on the
 GC1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1648.degrees latitude (g = 980.6199 gals.).
 GC1648
 GC1648.The modeled gravity was interpolated from observed gravity values.
 GC1648
 GC1648;                    North         East    Units  Estimated Accuracy
 GC1648;SPC TN       -   220,700.      425,800.      MT  (+/- 180 meters Scaled)
 GC1648
 GC1648                          SUPERSEDED SURVEY CONTROL
 GC1648
 GC1648  NGVD 29 (??/??/92)  116.588  (m)          382.51   (f) ADJ UNCH    1 2
 GC1648
 GC1648.Superseded values are not recommended for survey control.
 GC1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1648.See file dsdata.txt to determine how the superseded data were derived.
 GC1648
 GC1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF156184(NAD 83)
 GC1648_MARKER: DB = BENCH MARK DISK
 GC1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1648_STAMPING: Z 166 1947
 GC1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1648+STABILITY: SURFACE MOTION
 GC1648
 GC1648  HISTORY     - Date     Condition        Report By
 GC1648  HISTORY     - 1947     MONUMENTED       CGS
 GC1648  HISTORY     - 1972     GOOD             TVA
 GC1648  HISTORY     - 1987     GOOD             USPSQD
 GC1648
 GC1648                          STATION DESCRIPTION
 GC1648
 GC1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1648'AT DANVILLE.
 GC1648'AT DANVILLE, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 21
 GC1648'FEET NORTHWEST OF THE NORTHWEST RAIL, AT THE SOUTHWEST END OF
 GC1648'THE LOADING PLATFORM, IN THE NORTHWEST FACE OF THE CONCRETE
 GC1648'FOUNDATION, 0.6 FOOT NORTHEAST OF THE WEST CORNER, AND 0.8 FOOT
 GC1648'ABOVE GROUND.  NOTE-- THE RR STATION HAS BEEN REMOVED, BUT THE
 GC1648'FOUNDATION IS STILL STANDING.
 GC1648
 GC1648                          STATION RECOVERY (1972)
 GC1648
 GC1648'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1648'RECOVERED IN GOOD CONDITION.
 GC1648
 GC1648                          STATION RECOVERY (1987)
 GC1648
 GC1648'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1559 ***********************************************************************
 GC1559  DESIGNATION -  Z 167
 GC1559  PID         -  GC1559
 GC1559  STATE/COUNTY-  TN/HUMPHREYS
 GC1559  USGS QUAD   -  WAVERLY (1987)
 GC1559
 GC1559                         *CURRENT SURVEY CONTROL
 GC1559  ___________________________________________________________________
 GC1559* NAD 83(1986)-  36 05 00.     (N)    087 47 45.     (W)     SCALED    
 GC1559* NAVD 88     -       163.092  (meters)     535.08   (feet)  ADJUSTED  
 GC1559  ___________________________________________________________________
 GC1559  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1559  DYNAMIC HT  -         162.951 (meters)     534.62  (feet)  COMP
 GC1559  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 GC1559
 GC1559  VERT ORDER  -  FIRST     CLASS II
 GC1559
 GC1559.The horizontal coordinates were scaled from a topographic map and have
 GC1559.an estimated accuracy of +/- 6 seconds.
 GC1559
 GC1559.The orthometric height was determined by differential leveling
 GC1559.and adjusted by the National Geodetic Survey in June 1991..
 GC1559
 GC1559.The geoid height was determined by GEOID03.
 GC1559
 GC1559.The dynamic height is computed by dividing the NAVD 88
 GC1559.geopotential number by the normal gravity value computed on the
 GC1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1559.degrees latitude (g = 980.6199 gals.).
 GC1559
 GC1559.The modeled gravity was interpolated from observed gravity values.
 GC1559
 GC1559;                    North         East    Units  Estimated Accuracy
 GC1559;SPC TN       -   195,650.      438,270.      MT  (+/- 180 meters Scaled)
 GC1559
 GC1559                          SUPERSEDED SURVEY CONTROL
 GC1559
 GC1559  NGVD 29 (??/??/92)  163.122  (m)          535.18   (f) ADJ UNCH    1 2
 GC1559
 GC1559.Superseded values are not recommended for survey control.
 GC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1559.See file dsdata.txt to determine how the superseded data were derived.
 GC1559
 GC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE283934(NAD 83)
 GC1559_MARKER: DB = BENCH MARK DISK
 GC1559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1559_SP_SET: BUILDING
 GC1559_STAMPING: Z 167 1947
 GC1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1559
 GC1559  HISTORY     - Date     Condition        Report By
 GC1559  HISTORY     - 1947     MONUMENTED       CGS
 GC1559  HISTORY     - 1972     GOOD             TVA
 GC1559  HISTORY     - 1988     GOOD             USPSQD
 GC1559
 GC1559                          STATION DESCRIPTION
 GC1559
 GC1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1559'AT WAVERLY.
 GC1559'AT WAVERLY, IN THE NORTH BRICK WALL OF THE POST OFFICE, 1.5 FEET
 GC1559'EAST OF THE NORTHWEST CORNER, AND 2.8 FEET ABOVE THE SIDEWALK.
 GC1559'NOTE-- LOADING DOCK ENLARGED TO EXTEND TO NW CORNER OF
 GC1559'BUILDING - FLOOR OF PLATFORM IS 0.1 PLUS OR MINUS BELOW CENTER
 GC1559'OF CAP - CAP IS SET IN SIDE OF WALL.
 GC1559
 GC1559                          STATION RECOVERY (1972)
 GC1559
 GC1559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1559'RECOVERED IN GOOD CONDITION.
 GC1559
 GC1559                          STATION RECOVERY (1988)
 GC1559
 GC1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBP)
 GC1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1250 ***********************************************************************
 FD1250  DESIGNATION -  Z 169
 FD1250  PID         -  FD1250
 FD1250  STATE/COUNTY-  TN/PERRY
 FD1250  USGS QUAD   -  POPE (1973)
 FD1250
 FD1250                         *CURRENT SURVEY CONTROL
 FD1250  ___________________________________________________________________
 FD1250* NAD 83(1986)-  35 34 05.     (N)    087 57 37.     (W)     SCALED    
 FD1250* NAVD 88     -       123.990  (meters)     406.79   (feet)  ADJUSTED  
 FD1250  ___________________________________________________________________
 FD1250  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1250  DYNAMIC HT  -         123.878 (meters)     406.42  (feet)  COMP
 FD1250  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FD1250
 FD1250  VERT ORDER  -  FIRST     CLASS II
 FD1250
 FD1250.The horizontal coordinates were scaled from a topographic map and have
 FD1250.an estimated accuracy of +/- 6 seconds.
 FD1250
 FD1250.The orthometric height was determined by differential leveling
 FD1250.and adjusted by the National Geodetic Survey in June 1991..
 FD1250
 FD1250.The geoid height was determined by GEOID03.
 FD1250
 FD1250.The dynamic height is computed by dividing the NAVD 88
 FD1250.geopotential number by the normal gravity value computed on the
 FD1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1250.degrees latitude (g = 980.6199 gals.).
 FD1250
 FD1250.The modeled gravity was interpolated from observed gravity values.
 FD1250
 FD1250;                    North         East    Units  Estimated Accuracy
 FD1250;SPC TN       -   138,770.      422,310.      MT  (+/- 180 meters Scaled)
 FD1250
 FD1250                          SUPERSEDED SURVEY CONTROL
 FD1250
 FD1250  NGVD 29 (??/??/92)  123.999  (m)          406.82   (f) ADJ UNCH    1 2
 FD1250
 FD1250.Superseded values are not recommended for survey control.
 FD1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1250.See file dsdata.txt to determine how the superseded data were derived.
 FD1250
 FD1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE129364(NAD 83)
 FD1250_MARKER: DD = SURVEY DISK
 FD1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1250_SP_SET: CULVERT
 FD1250_STAMPING: Z 169 1947
 FD1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1250
 FD1250  HISTORY     - Date     Condition        Report By
 FD1250  HISTORY     - 1947     MONUMENTED       TVA
 FD1250  HISTORY     - 1947     GOOD             NGS
 FD1250
 FD1250                          STATION DESCRIPTION
 FD1250
 FD1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1250'7 MI SE FROM POPE.
 FD1250'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1250'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1250'MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT 2.7 MILES SOUTH
 FD1250'ALONG A GRAVEL ROAD, SET IN THE TOP OF THE CENTER OF THE EAST
 FD1250'HEAD WALL OF A 24-FOOT CONCRETE BOX CULVERT OVER FURNACE BRANCH,
 FD1250'13 FEET EAST OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE
 FD1250'ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0209 ***********************************************************************
 FE0209  DESIGNATION -  Z 170
 FE0209  PID         -  FE0209
 FE0209  STATE/COUNTY-  TN/HARDIN
 FE0209  USGS QUAD   -  HOOKERS BEND (1972)
 FE0209
 FE0209                         *CURRENT SURVEY CONTROL
 FE0209  ___________________________________________________________________
 FE0209* NAD 83(1986)-  35 21 18.     (N)    088 13 18.     (W)     SCALED    
 FE0209* NAVD 88     -       113.384  (meters)     371.99   (feet)  ADJUSTED  
 FE0209  ___________________________________________________________________
 FE0209  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE0209  DYNAMIC HT  -         113.282 (meters)     371.66  (feet)  COMP
 FE0209  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FE0209
 FE0209  VERT ORDER  -  FIRST     CLASS II
 FE0209
 FE0209.The horizontal coordinates were scaled from a topographic map and have
 FE0209.an estimated accuracy of +/- 6 seconds.
 FE0209
 FE0209.The orthometric height was determined by differential leveling
 FE0209.and adjusted by the National Geodetic Survey in June 1991..
 FE0209
 FE0209.The geoid height was determined by GEOID03.
 FE0209
 FE0209.The dynamic height is computed by dividing the NAVD 88
 FE0209.geopotential number by the normal gravity value computed on the
 FE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0209.degrees latitude (g = 980.6199 gals.).
 FE0209
 FE0209.The modeled gravity was interpolated from observed gravity values.
 FE0209
 FE0209;                    North         East    Units  Estimated Accuracy
 FE0209;SPC TN       -   115,650.      398,090.      MT  (+/- 180 meters Scaled)
 FE0209
 FE0209                          SUPERSEDED SURVEY CONTROL
 FE0209
 FE0209  NGVD 29 (??/??/??)  113.395  (m)          372.03   (f) ADJUSTED    1 2
 FE0209
 FE0209.Superseded values are not recommended for survey control.
 FE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0209.See file dsdata.txt to determine how the superseded data were derived.
 FE0209
 FE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE890130(NAD 83)
 FE0209_MARKER: DD = SURVEY DISK
 FE0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0209_SP_SET: CULVERT
 FE0209_STAMPING: Z 170 1947
 FE0209_MARK LOGO: TVA   
 FE0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0209
 FE0209  HISTORY     - Date     Condition        Report By
 FE0209  HISTORY     - 1947     MONUMENTED       TVA
 FE0209  HISTORY     - 1947     GOOD             CGS
 FE0209  HISTORY     - 1971     GOOD             TVA
 FE0209
 FE0209                          STATION DESCRIPTION
 FE0209
 FE0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0209'2.7 MI S FROM SALTILLO.
 FE0209'2.7 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO PROSPECT FROM
 FE0209'THE POST OFFICE AT SALTILLO, ABOUT 0.6 MILE NORTH OF THE NORTHWEST
 FE0209'END OF THE CONCRETE BRIDGE OVER WHITE OAK CREEK, IN THE TOP OF THE
 FE0209'CENTER OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 FE0209'12 FEET WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE
 FE0209'ROAD.
 FE0209
 FE0209                          STATION RECOVERY (1971)
 FE0209
 FE0209'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0460 ***********************************************************************
 GC0460  DESIGNATION -  Z 171
 GC0460  PID         -  GC0460
 GC0460  STATE/COUNTY-  TN/DAVIDSON
 GC0460  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0460
 GC0460                         *CURRENT SURVEY CONTROL
 GC0460  ___________________________________________________________________
 GC0460* NAD 83(1986)-  36 07 41.     (N)    086 50 54.     (W)     SCALED    
 GC0460* NAVD 88     -       138.309  (meters)     453.77   (feet)  ADJUSTED  
 GC0460  ___________________________________________________________________
 GC0460  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0460  DYNAMIC HT  -         138.189 (meters)     453.38  (feet)  COMP
 GC0460  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GC0460
 GC0460  VERT ORDER  -  FIRST     CLASS II
 GC0460
 GC0460.The horizontal coordinates were scaled from a topographic map and have
 GC0460.an estimated accuracy of +/- 6 seconds.
 GC0460
 GC0460.The orthometric height was determined by differential leveling
 GC0460.and adjusted by the National Geodetic Survey in June 1991..
 GC0460
 GC0460.The geoid height was determined by GEOID03.
 GC0460
 GC0460.The dynamic height is computed by dividing the NAVD 88
 GC0460.geopotential number by the normal gravity value computed on the
 GC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0460.degrees latitude (g = 980.6199 gals.).
 GC0460
 GC0460.The modeled gravity was interpolated from observed gravity values.
 GC0460
 GC0460;                    North         East    Units  Estimated Accuracy
 GC0460;SPC TN       -   199,460.      523,640.      MT  (+/- 180 meters Scaled)
 GC0460
 GC0460                          SUPERSEDED SURVEY CONTROL
 GC0460
 GC0460  NGVD 29 (??/??/92)  138.330  (m)          453.84   (f) ADJ UNCH    1 2
 GC0460
 GC0460.Superseded values are not recommended for survey control.
 GC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0460.See file dsdata.txt to determine how the superseded data were derived.
 GC0460
 GC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE136981(NAD 83)
 GC0460_MARKER: DB = BENCH MARK DISK
 GC0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0460_SP_SET: BRIDGE
 GC0460_STAMPING: Z 171 1948
 GC0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0460
 GC0460  HISTORY     - Date     Condition        Report By
 GC0460  HISTORY     - 1948     MONUMENTED       CGS
 GC0460  HISTORY     - 1949     GOOD             NGS
 GC0460
 GC0460                          STATION DESCRIPTION
 GC0460
 GC0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0460'4.8 MI SW FROM NASHVILLE.
 GC0460'4.8 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0460'RAILWAY FROM THE UNION STATION AT NASHVILLE, ABOUT 0.2 MILE
 GC0460'NORTHEAST OF MILE POST 5, ABOUT 0.1 MILE NORTHEAST OF WHITE BRIDGE
 GC0460'ROAD OVERPASS, ABOUT 9 RAILS SOUTHWEST OF THE JUNCTION OF A SPUR
 GC0460'TRACK LEADING NORTH, SET IN THE TOP OF THE SOUTH WING WALL AT THE
 GC0460'SOUTHWEST END OF BRIDGE NO. 4.8, 6 FEET SOUTHEAST OF THE SOUTHEAST
 GC0460'RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
 GC0460
 GC0460                          STATION RECOVERY (1949)
 GC0460
 GC0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1539 ***********************************************************************
 GC1539  DESIGNATION -  Z 172
 GC1539  PID         -  GC1539
 GC1539  STATE/COUNTY-  TN/HUMPHREYS
 GC1539  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1539
 GC1539                         *CURRENT SURVEY CONTROL
 GC1539  ___________________________________________________________________
 GC1539* NAD 83(1986)-  36 05 35.     (N)    087 33 07.     (W)     SCALED    
 GC1539* NAVD 88     -       232.655  (meters)     763.30   (feet)  ADJUSTED  
 GC1539  ___________________________________________________________________
 GC1539  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1539  DYNAMIC HT  -         232.452 (meters)     762.64  (feet)  COMP
 GC1539  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 GC1539
 GC1539  VERT ORDER  -  FIRST     CLASS II
 GC1539
 GC1539.The horizontal coordinates were scaled from a topographic map and have
 GC1539.an estimated accuracy of +/- 6 seconds.
 GC1539
 GC1539.The orthometric height was determined by differential leveling
 GC1539.and adjusted by the National Geodetic Survey in June 1991..
 GC1539
 GC1539.The geoid height was determined by GEOID03.
 GC1539
 GC1539.The dynamic height is computed by dividing the NAVD 88
 GC1539.geopotential number by the normal gravity value computed on the
 GC1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1539.degrees latitude (g = 980.6199 gals.).
 GC1539
 GC1539.The modeled gravity was interpolated from observed gravity values.
 GC1539
 GC1539;                    North         East    Units  Estimated Accuracy
 GC1539;SPC TN       -   196,350.      460,250.      MT  (+/- 180 meters Scaled)
 GC1539
 GC1539                          SUPERSEDED SURVEY CONTROL
 GC1539
 GC1539  NGVD 29 (??/??/92)  232.660  (m)          763.32   (f) ADJ UNCH    1 2
 GC1539
 GC1539.Superseded values are not recommended for survey control.
 GC1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1539.See file dsdata.txt to determine how the superseded data were derived.
 GC1539
 GC1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE503944(NAD 83)
 GC1539_MARKER: DB = BENCH MARK DISK
 GC1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1539_STAMPING: Z 172 1948
 GC1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1539+STABILITY: SURFACE MOTION
 GC1539
 GC1539  HISTORY     - Date     Condition        Report By
 GC1539  HISTORY     - 1948     MONUMENTED       CGS
 GC1539  HISTORY     - 1972     GOOD             TVA
 GC1539  HISTORY     - 1988     GOOD             USPSQD
 GC1539
 GC1539                          STATION DESCRIPTION
 GC1539
 GC1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1539'2.1 MI W FROM TENNESSEE CITY.
 GC1539'2.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1539'RAILWAY FROM THE STATION AT TENNESSEE CITY, OPPOSITE POLE 51+27,
 GC1539'113 FEET SOUTHWEST OF RY. SURVEY STATION 2730+00, 52 FEET SOUTH
 GC1539'OF THE SOUTH RAIL OF THE TRACK, 100 YARDS EAST OF THE EAST END OF
 GC1539'A LONG HIGH FILL, 24 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH
 GC1539'THE ROW OF POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GC1539'7 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1539'PROJECTING 6 INCHES.  NOTE-- 178.0 FT N 15 W FROM TVA POWERLINE
 GC1539'POLE NO. 126.  TVA POST AND SIGN SET AT MONUMENT.
 GC1539
 GC1539                          STATION RECOVERY (1972)
 GC1539
 GC1539'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1539'RECOVERED IN GOOD CONDITION.
 GC1539
 GC1539                          STATION RECOVERY (1988)
 GC1539
 GC1539'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0317 ***********************************************************************
 GD0317  DESIGNATION -  Z 173
 GD0317  PID         -  GD0317
 GD0317  STATE/COUNTY-  TN/WEAKLEY
 GD0317  USGS QUAD   -  MARTIN (1983)
 GD0317
 GD0317                         *CURRENT SURVEY CONTROL
 GD0317  ___________________________________________________________________
 GD0317* NAD 83(1986)-  36 21 24.     (N)    088 50 48.     (W)     SCALED    
 GD0317* NAVD 88     -       123.528  (meters)     405.27   (feet)  ADJUSTED  
 GD0317  ___________________________________________________________________
 GD0317  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0317  DYNAMIC HT  -         123.428 (meters)     404.95  (feet)  COMP
 GD0317  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GD0317
 GD0317  VERT ORDER  -  FIRST     CLASS II
 GD0317
 GD0317.The horizontal coordinates were scaled from a topographic map and have
 GD0317.an estimated accuracy of +/- 6 seconds.
 GD0317
 GD0317.The orthometric height was determined by differential leveling
 GD0317.and adjusted by the National Geodetic Survey in June 1991..
 GD0317
 GD0317.The geoid height was determined by GEOID03.
 GD0317
 GD0317.The dynamic height is computed by dividing the NAVD 88
 GD0317.geopotential number by the normal gravity value computed on the
 GD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0317.degrees latitude (g = 980.6199 gals.).
 GD0317
 GD0317.The modeled gravity was interpolated from observed gravity values.
 GD0317
 GD0317;                    North         East    Units  Estimated Accuracy
 GD0317;SPC TN       -   228,210.      344,530.      MT  (+/- 180 meters Scaled)
 GD0317
 GD0317                          SUPERSEDED SURVEY CONTROL
 GD0317
 GD0317  NGVD 29 (??/??/??)  123.535  (m)          405.30   (f) ADJUSTED    1 2
 GD0317
 GD0317.Superseded values are not recommended for survey control.
 GD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0317.See file dsdata.txt to determine how the superseded data were derived.
 GD0317
 GD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF343250(NAD 83)
 GD0317_MARKER: DB = BENCH MARK DISK
 GD0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0317_STAMPING: Z 173 1948
 GD0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0317+STABILITY: SURFACE MOTION
 GD0317
 GD0317  HISTORY     - Date     Condition        Report By
 GD0317  HISTORY     - 1948     MONUMENTED       CGS
 GD0317  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0317
 GD0317                          STATION DESCRIPTION
 GD0317
 GD0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0317'0.8 MI N FROM MARTIN.
 GD0317'ABOUT 0.75 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0317'UNION STATION AT MARTIN, ABOUT 0.25 MILE NORTH OF MILE POST C 417,
 GD0317'ABOUT 0.15 MILE NORTH OF A PUBLIC ROAD CROSSING, 32 FEET WEST
 GD0317'OF THE WEST RAIL OF THE MAIN TRACK, 44 FEET NORTHWEST OF A
 GD0317'TELEPHONE POLE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 119 FEET
 GD0317'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A RR TELEPHONE BOOTH,
 GD0317'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 GD0317'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0317'NOTE-- THERE HAS BEEN A LARGE INDUSTRIAL COMPLEX BUILT IN THE
 GD0317'AREA WHERE THE MARK ONCE WAS LOCATED, AND IT IS ASSUMED THAT
 GD0317'THE MARK WAS DESTROYED DURING GRADING OPERATIONS.
 GD0317
 GD0317                          STATION RECOVERY (1967)
 GD0317
 GD0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0427 ***********************************************************************
 FE0427  DESIGNATION -  Z 174
 FE0427  PID         -  FE0427
 FE0427  STATE/COUNTY-  TN/HARDIN
 FE0427  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0427
 FE0427                         *CURRENT SURVEY CONTROL
 FE0427  ___________________________________________________________________
 FE0427* NAD 83(1986)-  35 13 18.     (N)    088 19 49.     (W)     SCALED    
 FE0427* NAVD 88     -       135.741  (meters)     445.34   (feet)  ADJUSTED  
 FE0427  ___________________________________________________________________
 FE0427  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0427  DYNAMIC HT  -         135.618 (meters)     444.94  (feet)  COMP
 FE0427  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 FE0427
 FE0427  VERT ORDER  -  FIRST     CLASS II
 FE0427
 FE0427.The horizontal coordinates were scaled from a topographic map and have
 FE0427.an estimated accuracy of +/- 6 seconds.
 FE0427
 FE0427.The orthometric height was determined by differential leveling
 FE0427.and adjusted by the National Geodetic Survey in June 1991..
 FE0427
 FE0427.The geoid height was determined by GEOID03.
 FE0427
 FE0427.The dynamic height is computed by dividing the NAVD 88
 FE0427.geopotential number by the normal gravity value computed on the
 FE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0427.degrees latitude (g = 980.6199 gals.).
 FE0427
 FE0427.The modeled gravity was interpolated from observed gravity values.
 FE0427
 FE0427;                    North         East    Units  Estimated Accuracy
 FE0427;SPC TN       -   101,090.      387,870.      MT  (+/- 180 meters Scaled)
 FE0427
 FE0427                          SUPERSEDED SURVEY CONTROL
 FE0427
 FE0427  NGVD 29 (??/??/??)  135.751  (m)          445.38   (f) ADJUSTED    1 2
 FE0427
 FE0427.Superseded values are not recommended for survey control.
 FE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0427.See file dsdata.txt to determine how the superseded data were derived.
 FE0427
 FE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD789984(NAD 83)
 FE0427_MARKER: DB = BENCH MARK DISK
 FE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0427_STAMPING: Z 174 1949
 FE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0427+STABILITY: SURFACE MOTION
 FE0427
 FE0427  HISTORY     - Date     Condition        Report By
 FE0427  HISTORY     - 1949     MONUMENTED       CGS
 FE0427  HISTORY     - 1949     GOOD             CGS
 FE0427
 FE0427                          STATION DESCRIPTION
 FE0427
 FE0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0427'0.7 MI W FROM CRUMP.
 FE0427'0.7 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FE0427'CRUMP, ABOUT 0.45 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 FE0427'22 SOUTH AND CRUMP METHODIST CHURCH AND CEMETERY, 43.5 FEET
 FE0427'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 FE0427'SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 FE0427'NORTHEAST, 8 FEET NORTH OF A TELEPHONE POLE, 153.5 FEET
 FE0427'WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE NO. 379,
 FE0427'73.5 FEET WEST OF A HIGHWAY R/W MARKER POST, 108.5 FEET WEST OF
 FE0427'THE SOUTHWEST CORNER OF A SMALL HOUSE, 2 FEET NORTH OF A WHITE
 FE0427'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 FE0427'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- A STEEL POST
 FE0427'WAS SET 2 FEET NORTH OF MARKER.
 FE0427
 FE0427                          STATION RECOVERY (1949)
 FE0427
 FE0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1199 ***********************************************************************
 FD1199  DESIGNATION -  Z 175
 FD1199  PID         -  FD1199
 FD1199  STATE/COUNTY-  TN/PERRY
 FD1199  USGS QUAD   -  LINDEN (1968)
 FD1199
 FD1199                         *CURRENT SURVEY CONTROL
 FD1199  ___________________________________________________________________
 FD1199* NAD 83(1986)-  35 37 02.     (N)    087 50 26.     (W)     SCALED    
 FD1199* NAVD 88     -       170.449  (meters)     559.21   (feet)  ADJUSTED  
 FD1199  ___________________________________________________________________
 FD1199  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1199  DYNAMIC HT  -         170.296 (meters)     558.71  (feet)  COMP
 FD1199  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 FD1199
 FD1199  VERT ORDER  -  FIRST     CLASS II
 FD1199
 FD1199.The horizontal coordinates were scaled from a topographic map and have
 FD1199.an estimated accuracy of +/- 6 seconds.
 FD1199
 FD1199.The orthometric height was determined by differential leveling
 FD1199.and adjusted by the National Geodetic Survey in June 1991..
 FD1199
 FD1199.The geoid height was determined by GEOID03.
 FD1199
 FD1199.The dynamic height is computed by dividing the NAVD 88
 FD1199.geopotential number by the normal gravity value computed on the
 FD1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1199.degrees latitude (g = 980.6199 gals.).
 FD1199
 FD1199.The modeled gravity was interpolated from observed gravity values.
 FD1199
 FD1199;                    North         East    Units  Estimated Accuracy
 FD1199;SPC TN       -   144,010.      433,270.      MT  (+/- 180 meters Scaled)
 FD1199
 FD1199                          SUPERSEDED SURVEY CONTROL
 FD1199
 FD1199  NGVD 29 (??/??/92)  170.446  (m)          559.20   (f) ADJ UNCH    1 2
 FD1199
 FD1199.Superseded values are not recommended for survey control.
 FD1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1199.See file dsdata.txt to determine how the superseded data were derived.
 FD1199
 FD1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE238418(NAD 83)
 FD1199_MARKER: DB = BENCH MARK DISK
 FD1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1199_STAMPING: Z 175 1949
 FD1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1199+STABILITY: SURFACE MOTION
 FD1199
 FD1199  HISTORY     - Date     Condition        Report By
 FD1199  HISTORY     - 1949     MONUMENTED       CGS
 FD1199
 FD1199                          STATION DESCRIPTION
 FD1199
 FD1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1199'AT LINDEN.
 FD1199'AT LINDEN, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAYS 20 AND 100
 FD1199'FROM THE COURT HOUSE, AT THE LINDEN BAPTIST CHURCH, 64 FEET
 FD1199'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46.8 FEET SOUTH OF A
 FD1199'FIRE HYDRANT, 29 FEET WEST OF THE CENTER LINE OF A GRAVEL STREET
 FD1199'SOUTH, 10.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE RED
 FD1199'BRICK CHURCH BUILDING, 0.6 FOOT SOUTH OF THE SOUTH EDGE OF A
 FD1199'WALK LEADING TO A SIDE ENTRANCE, AND SET IN THE TOP OF A CONCRETE
 FD1199'POST ABOUT FLUSH WITH THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1231 ***********************************************************************
 FD1231  DESIGNATION -  Z 176
 FD1231  PID         -  FD1231
 FD1231  STATE/COUNTY-  TN/LEWIS
 FD1231  USGS QUAD   -  HOHENWALD (1991)
 FD1231
 FD1231                         *CURRENT SURVEY CONTROL
 FD1231  ___________________________________________________________________
 FD1231* NAD 83(1986)-  35 32 36.     (N)    087 33 03.     (W)     SCALED    
 FD1231* NAVD 88     -       300.725  (meters)     986.63   (feet)  ADJUSTED  
 FD1231  ___________________________________________________________________
 FD1231  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1231  DYNAMIC HT  -         300.446 (meters)     985.71  (feet)  COMP
 FD1231  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FD1231
 FD1231  VERT ORDER  -  FIRST     CLASS II
 FD1231
 FD1231.The horizontal coordinates were scaled from a topographic map and have
 FD1231.an estimated accuracy of +/- 6 seconds.
 FD1231
 FD1231.The orthometric height was determined by differential leveling
 FD1231.and adjusted by the National Geodetic Survey in June 1991..
 FD1231
 FD1231.The geoid height was determined by GEOID03.
 FD1231
 FD1231.The dynamic height is computed by dividing the NAVD 88
 FD1231.geopotential number by the normal gravity value computed on the
 FD1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1231.degrees latitude (g = 980.6199 gals.).
 FD1231
 FD1231.The modeled gravity was interpolated from observed gravity values.
 FD1231
 FD1231;                    North         East    Units  Estimated Accuracy
 FD1231;SPC TN       -   135,360.      459,380.      MT  (+/- 180 meters Scaled)
 FD1231
 FD1231                          SUPERSEDED SURVEY CONTROL
 FD1231
 FD1231  NGVD 29 (??/??/92)  300.700  (m)          986.55   (f) ADJ UNCH    1 2
 FD1231
 FD1231.Superseded values are not recommended for survey control.
 FD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1231.See file dsdata.txt to determine how the superseded data were derived.
 FD1231
 FD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE500334(NAD 83)
 FD1231_MARKER: DB = BENCH MARK DISK
 FD1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1231_SP_SET: TOWER
 FD1231_STAMPING: Z 176 1949
 FD1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1231
 FD1231  HISTORY     - Date     Condition        Report By
 FD1231  HISTORY     - 1949     MONUMENTED       CGS
 FD1231  HISTORY     - 1953     GOOD             NGS
 FD1231
 FD1231                          STATION DESCRIPTION
 FD1231
 FD1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1231'AT HOHENWALD.
 FD1231'AT HOHENWALD, ABOUT 0.2 MILE EAST ALONG A STREET FROM THE HIGH
 FD1231'SCHOOL, 74 FEET SOUTHEAST OF THE INTERSECTION OF SOUTH MAPLE
 FD1231'STREET AND EAST THIRD AVENUE, SET IN THE TOP OF THE NORTH CORNER
 FD1231'OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF THE WATER TOWER
 FD1231'AND ABOUT 1 FOOT ABOVE THE GROUND.
 FD1231
 FD1231                          STATION RECOVERY (1953)
 FD1231
 FD1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0177 ***********************************************************************
 GD0177  DESIGNATION -  Z 177
 GD0177  PID         -  GD0177
 GD0177  STATE/COUNTY-  TN/HENRY
 GD0177  USGS QUAD   -  OSAGE (1985)
 GD0177
 GD0177                         *CURRENT SURVEY CONTROL
 GD0177  ___________________________________________________________________
 GD0177* NAD 83(1986)-  36 17 26.     (N)    088 26 12.     (W)     SCALED    
 GD0177* NAVD 88     -       147.796  (meters)     484.89   (feet)  ADJUSTED  
 GD0177  ___________________________________________________________________
 GD0177  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0177  DYNAMIC HT  -         147.674 (meters)     484.49  (feet)  COMP
 GD0177  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GD0177
 GD0177  VERT ORDER  -  FIRST     CLASS II
 GD0177
 GD0177.The horizontal coordinates were scaled from a topographic map and have
 GD0177.an estimated accuracy of +/- 6 seconds.
 GD0177
 GD0177.The orthometric height was determined by differential leveling
 GD0177.and adjusted by the National Geodetic Survey in June 1991..
 GD0177
 GD0177.The geoid height was determined by GEOID03.
 GD0177
 GD0177.The dynamic height is computed by dividing the NAVD 88
 GD0177.geopotential number by the normal gravity value computed on the
 GD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0177.degrees latitude (g = 980.6199 gals.).
 GD0177
 GD0177.The modeled gravity was interpolated from observed gravity values.
 GD0177
 GD0177;                    North         East    Units  Estimated Accuracy
 GD0177;SPC TN       -   219,880.      381,140.      MT  (+/- 180 meters Scaled)
 GD0177
 GD0177                          SUPERSEDED SURVEY CONTROL
 GD0177
 GD0177  NGVD 29 (??/??/??)  147.833  (m)          485.02   (f) ADJUSTED    1 2
 GD0177
 GD0177.Superseded values are not recommended for survey control.
 GD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0177.See file dsdata.txt to determine how the superseded data were derived.
 GD0177
 GD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF709171(NAD 83)
 GD0177_MARKER: DB = BENCH MARK DISK
 GD0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0177_STAMPING: Z 177 1949
 GD0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0177+STABILITY: SURFACE MOTION
 GD0177
 GD0177  HISTORY     - Date     Condition        Report By
 GD0177  HISTORY     - 1949     MONUMENTED       CGS
 GD0177  HISTORY     - 1968     GOOD             CGS
 GD0177  HISTORY     - 1971     GOOD             NGS
 GD0177
 GD0177                          STATION DESCRIPTION
 GD0177
 GD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0177'6.3 MI W FROM PARIS.
 GD0177'THE MARK IS ABOUT 6.3 MILES WEST ALONG STATE ROUTE 54 FROM THE
 GD0177'SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN PARIS,
 GD0177'AT THE TOP OF A GRADE AND ALONG THE SOUTH RIGHT-OF-WAY OF THE
 GD0177'HIGHWAY.  IT IS 109 FEET SOUTHEAST AND ACROSS STATE ROUTE 54
 GD0177'FROM UTILITY POLE NO. 126, 75 FEET SOUTH-SOUTHWEST AND ACROSS
 GD0177'STATE ROUTE 54 FROM UTILITY POLE NO. 124, 32 FEET SOUTH OF THE
 GD0177'APPROXIMATE CENTER OF STATE ROUTE 54, 31 FEET EAST OF THE
 GD0177'APPROXIMATE CENTER OF A GATE, AND 1.0 FOOT NORTH OF A METAL
 GD0177'WITNESS POST AND SIGN IN A FENCE.  IT IS A STANDARD DISK SET IN
 GD0177'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD0177'2 INCHES AND THE DISK IS STAMPED Z 177 1949.  NOTE-- C AND GS
 GD0177'POST AND SIGN AND MONUMENT.
 GD0177
 GD0177                          STATION RECOVERY (1971)
 GD0177
 GD0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0225 ***********************************************************************
 FD0225  DESIGNATION -  Z 178
 FD0225  PID         -  FD0225
 FD0225  STATE/COUNTY-  TN/FRANKLIN
 FD0225  USGS QUAD   -  WINCHESTER (1971)
 FD0225
 FD0225                         *CURRENT SURVEY CONTROL
 FD0225  ___________________________________________________________________
 FD0225* NAD 83(1986)-  35 09 55.     (N)    086 03 04.     (W)     SCALED    
 FD0225* NAVD 88     -       296.155  (meters)     971.64   (feet)  ADJUSTED  
 FD0225  ___________________________________________________________________
 FD0225  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0225  DYNAMIC HT  -         295.861 (meters)     970.67  (feet)  COMP
 FD0225  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 FD0225
 FD0225  VERT ORDER  -  FIRST     CLASS II
 FD0225
 FD0225.The horizontal coordinates were scaled from a topographic map and have
 FD0225.an estimated accuracy of +/- 6 seconds.
 FD0225
 FD0225.The orthometric height was determined by differential leveling
 FD0225.and adjusted by the National Geodetic Survey in June 1991..
 FD0225
 FD0225.The geoid height was determined by GEOID03.
 FD0225
 FD0225.The dynamic height is computed by dividing the NAVD 88
 FD0225.geopotential number by the normal gravity value computed on the
 FD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0225.degrees latitude (g = 980.6199 gals.).
 FD0225
 FD0225.The modeled gravity was interpolated from observed gravity values.
 FD0225
 FD0225;                    North         East    Units  Estimated Accuracy
 FD0225;SPC TN       -    92,310.      595,340.      MT  (+/- 180 meters Scaled)
 FD0225
 FD0225                          SUPERSEDED SURVEY CONTROL
 FD0225
 FD0225  NGVD 29 (??/??/92)  296.124  (m)          971.53   (f) ADJ UNCH    1 2
 FD0225
 FD0225.Superseded values are not recommended for survey control.
 FD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0225.See file dsdata.txt to determine how the superseded data were derived.
 FD0225
 FD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED864917(NAD 83)
 FD0225_MARKER: DB = BENCH MARK DISK
 FD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0225_STAMPING: Z 178 1949
 FD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0225+STABILITY: SURFACE MOTION
 FD0225
 FD0225  HISTORY     - Date     Condition        Report By
 FD0225  HISTORY     - 1949     MONUMENTED       CGS
 FD0225
 FD0225                          STATION DESCRIPTION
 FD0225
 FD0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0225'3.8 MI SE FROM WINCHESTER.
 FD0225'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0225'AT WINCHESTER, AT THE SOUTHWEST CORNER OF THE UNIVERSITY OF SOUTH
 FD0225'AIRPORT, AND AT THE ENTRANCE DRIVE TO AIRPORT, 62 FEET
 FD0225'NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 FD0225'AND DRIVE, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29
 FD0225'FEET WEST OF THE CENTER LINE OF THE DRIVE, 15 FEET WEST OF A
 FD0225'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 FD0225'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE HIGHWAY AND
 FD0225'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0338 ***********************************************************************
 FD0338  DESIGNATION -  Z 179
 FD0338  PID         -  FD0338
 FD0338  STATE/COUNTY-  TN/LINCOLN
 FD0338  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0338
 FD0338                         *CURRENT SURVEY CONTROL
 FD0338  ___________________________________________________________________
 FD0338* NAD 83(1986)-  35 11 00.     (N)    086 35 04.     (W)     SCALED    
 FD0338* NAVD 88     -       212.562  (meters)     697.38   (feet)  ADJUSTED  
 FD0338  ___________________________________________________________________
 FD0338  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0338  DYNAMIC HT  -         212.366 (meters)     696.74  (feet)  COMP
 FD0338  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FD0338
 FD0338  VERT ORDER  -  FIRST     CLASS II
 FD0338
 FD0338.The horizontal coordinates were scaled from a topographic map and have
 FD0338.an estimated accuracy of +/- 6 seconds.
 FD0338
 FD0338.The orthometric height was determined by differential leveling
 FD0338.and adjusted by the National Geodetic Survey in June 1991..
 FD0338
 FD0338.The geoid height was determined by GEOID03.
 FD0338
 FD0338.The dynamic height is computed by dividing the NAVD 88
 FD0338.geopotential number by the normal gravity value computed on the
 FD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0338.degrees latitude (g = 980.6199 gals.).
 FD0338
 FD0338.The modeled gravity was interpolated from observed gravity values.
 FD0338
 FD0338;                    North         East    Units  Estimated Accuracy
 FD0338;SPC TN       -    94,470.      546,770.      MT  (+/- 180 meters Scaled)
 FD0338
 FD0338                          SUPERSEDED SURVEY CONTROL
 FD0338
 FD0338  NGVD 29 (??/??/92)  212.544  (m)          697.32   (f) ADJ UNCH    1 2
 FD0338
 FD0338.Superseded values are not recommended for survey control.
 FD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0338.See file dsdata.txt to determine how the superseded data were derived.
 FD0338
 FD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED378934(NAD 83)
 FD0338_MARKER: DB = BENCH MARK DISK
 FD0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0338_STAMPING: Z 179 1949
 FD0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0338+STABILITY: SURFACE MOTION
 FD0338
 FD0338  HISTORY     - Date     Condition        Report By
 FD0338  HISTORY     - 1949     MONUMENTED       CGS
 FD0338
 FD0338                          STATION DESCRIPTION
 FD0338
 FD0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0338'3.7 MI NW FROM FAYETTEVILLE.
 FD0338'2.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0338'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0338'FAYETTEVILLE, THENCE ABOUT 0.85 MILE SOUTHWEST ALONG GRAVEL ROADS
 FD0338'TO THE JUNCTION OF STATE HIGHWAY 50 AND WILKS AIRPORT, 34 1/2
 FD0338'FEET NORTH OF THE NORTHWEST CORNER OF THE STONE HANGAR, 34 1/2
 FD0338'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE
 FD0338'BUILDING, 13 1/2 FEET SOUTH-SOUTHWEST OF A PUMP HOUSE, 14 FEET
 FD0338'NORTH-NORTHWEST OF A GASOLINE PUMP, 1 1/2 FEET WEST OF A FENCE
 FD0338'LINE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 FD0338'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0236 ***********************************************************************
 GD0236  DESIGNATION -  Z 18
 GD0236  PID         -  GD0236
 GD0236  STATE/COUNTY-  TN/CARROLL
 GD0236  USGS QUAD   -  VALE (1985)
 GD0236
 GD0236                         *CURRENT SURVEY CONTROL
 GD0236  ___________________________________________________________________
 GD0236* NAD 83(1986)-  36 02 18.     (N)    088 16 25.     (W)     SCALED    
 GD0236* NAVD 88     -       128.343  (meters)     421.07   (feet)  ADJUSTED  
 GD0236  ___________________________________________________________________
 GD0236  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0236  DYNAMIC HT  -         128.234 (meters)     420.71  (feet)  COMP
 GD0236  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GD0236
 GD0236  VERT ORDER  -  FIRST     CLASS II
 GD0236
 GD0236.The horizontal coordinates were scaled from a topographic map and have
 GD0236.an estimated accuracy of +/- 6 seconds.
 GD0236
 GD0236.The orthometric height was determined by differential leveling
 GD0236.and adjusted by the National Geodetic Survey in June 1991..
 GD0236
 GD0236.The geoid height was determined by GEOID03.
 GD0236
 GD0236.The dynamic height is computed by dividing the NAVD 88
 GD0236.geopotential number by the normal gravity value computed on the
 GD0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0236.degrees latitude (g = 980.6199 gals.).
 GD0236
 GD0236.The modeled gravity was interpolated from observed gravity values.
 GD0236
 GD0236;                    North         East    Units  Estimated Accuracy
 GD0236;SPC TN       -   191,550.      395,130.      MT  (+/- 180 meters Scaled)
 GD0236
 GD0236                          SUPERSEDED SURVEY CONTROL
 GD0236
 GD0236  NGVD 29 (??/??/??)  128.369  (m)          421.16   (f) ADJUSTED    1 2
 GD0236
 GD0236.Superseded values are not recommended for survey control.
 GD0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0236.See file dsdata.txt to determine how the superseded data were derived.
 GD0236
 GD0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE852889(NAD 83)
 GD0236_MARKER: DB = BENCH MARK DISK
 GD0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0236_STAMPING: Z 18 1934 421.348
 GD0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0236+STABILITY: SURFACE MOTION
 GD0236
 GD0236  HISTORY     - Date     Condition        Report By
 GD0236  HISTORY     - 1934     MONUMENTED       CGS
 GD0236  HISTORY     - 1969     GOOD             CGS
 GD0236  HISTORY     - 1971     GOOD             NGS
 GD0236
 GD0236                          STATION DESCRIPTION
 GD0236
 GD0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0236'AT HOLLOW ROCK.
 GD0236'THE MARK IS NEAR THE JUNCTION OF THE OLD NASHVILLE, CHATTANOOGA
 GD0236'AND ST. LOUIS RAILROAD.  (THIS IS NOW THE LOUISVILLE AND NASHVILLE
 GD0236'RAILROAD).  IT IS 10 RAILS EAST OF THE SEMINARY STREET CROSSING
 GD0236'OF THE RAILROAD, 107 FEET WEST-NORTHWEST OF THE FROG WHERE THE
 GD0236'RAILROAD TRACKS Y, 106 FEET EAST OF RAILROAD STRUCTURE NO. 96.2,
 GD0236'46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 29 FEET EAST OF
 GD0236'THE SOUTHEAST CORNER OF AN OLD, ABANDONED HOTEL BUILDING, 1.5 FEET
 GD0236'WEST OF TELEGRAPH POLE NO. 96-10, AND 0.7 OF A FOOT SOUTH OF A
 GD0236'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0236'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 GD0236'AND THE DISK IS STAMPED Z 18 1934 421.348.  NOTE-- THE OLD
 GD0236'RAILROAD STATION IN HOLLOW ROCK HAS BEEN TORN DOWN.  POST AND
 GD0236'SIGN SET AT MONUMENT.
 GD0236
 GD0236                          STATION RECOVERY (1971)
 GD0236
 GD0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0302 ***********************************************************************
 FD0302  DESIGNATION -  Z 180
 FD0302  PID         -  FD0302
 FD0302  STATE/COUNTY-  TN/MARSHALL
 FD0302  USGS QUAD   -  LEWISBURG (1981)
 FD0302
 FD0302                         *CURRENT SURVEY CONTROL
 FD0302  ___________________________________________________________________
 FD0302* NAD 83(1986)-  35 26 28.     (N)    086 47 07.     (W)     SCALED    
 FD0302* NAVD 88     -       223.715  (meters)     733.97   (feet)  ADJUSTED  
 FD0302  ___________________________________________________________________
 FD0302  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0302  DYNAMIC HT  -         223.512 (meters)     733.31  (feet)  COMP
 FD0302  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FD0302
 FD0302  VERT ORDER  -  FIRST     CLASS II
 FD0302
 FD0302.The horizontal coordinates were scaled from a topographic map and have
 FD0302.an estimated accuracy of +/- 6 seconds.
 FD0302
 FD0302.The orthometric height was determined by differential leveling
 FD0302.and adjusted by the National Geodetic Survey in June 1991..
 FD0302
 FD0302.The geoid height was determined by GEOID03.
 FD0302
 FD0302.The dynamic height is computed by dividing the NAVD 88
 FD0302.geopotential number by the normal gravity value computed on the
 FD0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0302.degrees latitude (g = 980.6199 gals.).
 FD0302
 FD0302.The modeled gravity was interpolated from observed gravity values.
 FD0302
 FD0302;                    North         East    Units  Estimated Accuracy
 FD0302;SPC TN       -   123,190.      528,700.      MT  (+/- 180 meters Scaled)
 FD0302
 FD0302                          SUPERSEDED SURVEY CONTROL
 FD0302
 FD0302  NGVD 29 (??/??/92)  223.692  (m)          733.90   (f) ADJ UNCH    1 2
 FD0302
 FD0302.Superseded values are not recommended for survey control.
 FD0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0302.See file dsdata.txt to determine how the superseded data were derived.
 FD0302
 FD0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE194219(NAD 83)
 FD0302_MARKER: DB = BENCH MARK DISK
 FD0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0302_SP_SET: FOUNDATION
 FD0302_STAMPING: Z 180 1949
 FD0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0302
 FD0302  HISTORY     - Date     Condition        Report By
 FD0302  HISTORY     - 1949     MONUMENTED       CGS
 FD0302  HISTORY     - 1966     MARK NOT FOUND   NGS
 FD0302
 FD0302                          STATION DESCRIPTION
 FD0302
 FD0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0302'AT LEWISBURG.
 FD0302'0.7 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0302'LOUIS RAILWAY FROM THE STATION AT LEWISBURG, AT THE LEWISBURG
 FD0302'AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE SOUTH CONCRETE
 FD0302'FOUNDATION OF THE HANGAR, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
 FD0302
 FD0302                          STATION RECOVERY (1966)
 FD0302
 FD0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FD0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1399 ***********************************************************************
 GC1399  DESIGNATION -  Z 181
 GC1399  PID         -  GC1399
 GC1399  STATE/COUNTY-  TN/CHEATHAM
 GC1399  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1399
 GC1399                         *CURRENT SURVEY CONTROL
 GC1399  ___________________________________________________________________
 GC1399* NAD 83(1986)-  36 21 10.     (N)    087 14 14.     (W)     SCALED    
 GC1399* NAVD 88     -       121.386  (meters)     398.25   (feet)  ADJUSTED  
 GC1399  ___________________________________________________________________
 GC1399  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1399  DYNAMIC HT  -         121.286 (meters)     397.92  (feet)  COMP
 GC1399  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GC1399
 GC1399  VERT ORDER  -  FIRST     CLASS II
 GC1399
 GC1399.The horizontal coordinates were scaled from a topographic map and have
 GC1399.an estimated accuracy of +/- 6 seconds.
 GC1399
 GC1399.The orthometric height was determined by differential leveling
 GC1399.and adjusted by the National Geodetic Survey in June 1991..
 GC1399
 GC1399.The geoid height was determined by GEOID03.
 GC1399
 GC1399.The dynamic height is computed by dividing the NAVD 88
 GC1399.geopotential number by the normal gravity value computed on the
 GC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1399.degrees latitude (g = 980.6199 gals.).
 GC1399
 GC1399.The modeled gravity was interpolated from observed gravity values.
 GC1399
 GC1399;                    North         East    Units  Estimated Accuracy
 GC1399;SPC TN       -   224,760.      488,950.      MT  (+/- 180 meters Scaled)
 GC1399
 GC1399                          SUPERSEDED SURVEY CONTROL
 GC1399
 GC1399  NGVD 29 (??/??/92)  121.447  (m)          398.45   (f) ADJ UNCH    1 2
 GC1399
 GC1399.Superseded values are not recommended for survey control.
 GC1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1399.See file dsdata.txt to determine how the superseded data were derived.
 GC1399
 GC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF787231(NAD 83)
 GC1399_MARKER: DB = BENCH MARK DISK
 GC1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1399_STAMPING: Z 181 1949
 GC1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1399+STABILITY: SURFACE MOTION
 GC1399
 GC1399  HISTORY     - Date     Condition        Report By
 GC1399  HISTORY     - 1949     MONUMENTED       CGS
 GC1399  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1399
 GC1399                          STATION DESCRIPTION
 GC1399
 GC1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1399'11.5 MI NW FROM ASHLAND CITY.
 GC1399'11.5 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1399'STATION AT ASHLAND CITY, ABOUT 0.9 MILE NORTHWEST OF THE
 GC1399'STATION SIGN DODDSVILLE 38.2 FEET NORTHEAST OF THE NORTHEAST
 GC1399'RAIL, 54 FEET EAST OF THE EAST CORNER OF TRESTLE NO. H 40-74 OVER
 GC1399'A SMALL ROAD, 43 FEET SOUTHEAST OF A 36-INCH BEECH TREE, 50 FEET
 GC1399'SOUTH-SOUTHEAST OF A 36-INCH BEECH TREE, 2 FEET NORTH OF A
 GC1399'WHITE WOODEN WITNESS POST, ABOUT 7 FEET BELOW THE TRACK AND SET
 GC1399'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GC1399
 GC1399                          STATION RECOVERY (1984)
 GC1399
 GC1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1399'NOT RECOVERED.  ATTEMPTED TO DRIVE BACK TO THE MARK BUT THERE WAS NO
 GC1399'ACCESS EXCEPT BY THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1125 ***********************************************************************
 GC1125  DESIGNATION -  Z 182
 GC1125  PID         -  GC1125
 GC1125  STATE/COUNTY-  TN/MONTGOMERY
 GC1125  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1125
 GC1125                         *CURRENT SURVEY CONTROL
 GC1125  ___________________________________________________________________
 GC1125* NAD 83(1986)-  36 34 41.     (N)    087 23 27.     (W)     SCALED    
 GC1125* NAVD 88     -       165.211  (meters)     542.03   (feet)  ADJUSTED  
 GC1125  ___________________________________________________________________
 GC1125  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1125  DYNAMIC HT  -         165.074 (meters)     541.58  (feet)  COMP
 GC1125  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GC1125
 GC1125  VERT ORDER  -  FIRST     CLASS II
 GC1125
 GC1125.The horizontal coordinates were scaled from a topographic map and have
 GC1125.an estimated accuracy of +/- 6 seconds.
 GC1125
 GC1125.The orthometric height was determined by differential leveling
 GC1125.and adjusted by the National Geodetic Survey in June 1991..
 GC1125
 GC1125.The geoid height was determined by GEOID03.
 GC1125
 GC1125.The dynamic height is computed by dividing the NAVD 88
 GC1125.geopotential number by the normal gravity value computed on the
 GC1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1125.degrees latitude (g = 980.6199 gals.).
 GC1125
 GC1125.The modeled gravity was interpolated from observed gravity values.
 GC1125
 GC1125;                    North         East    Units  Estimated Accuracy
 GC1125;SPC TN       -   249,940.      475,520.      MT  (+/- 180 meters Scaled)
 GC1125
 GC1125                          SUPERSEDED SURVEY CONTROL
 GC1125
 GC1125  NGVD 29 (??/??/92)  165.271  (m)          542.23   (f) ADJ UNCH    1 2
 GC1125
 GC1125.Superseded values are not recommended for survey control.
 GC1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1125.See file dsdata.txt to determine how the superseded data were derived.
 GC1125
 GC1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF650481(NAD 83)
 GC1125_MARKER: DB = BENCH MARK DISK
 GC1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1125_STAMPING: Z 182 1949
 GC1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1125+STABILITY: SURFACE MOTION
 GC1125
 GC1125  HISTORY     - Date     Condition        Report By
 GC1125  HISTORY     - 1949     MONUMENTED       CGS
 GC1125  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1125
 GC1125                          STATION DESCRIPTION
 GC1125
 GC1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1125'6.7 MI N FROM CLARKSVILLE.
 GC1125'6.7 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1125'STATION AT CLARKSVILLE, AT A NORTHWEST-SOUTHEAST GRAVEL ROAD
 GC1125'CROSSING AT KENWOOD, 22 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 GC1125'TRACK, 52 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD CROSSING
 GC1125'MAIN TRACK, 37 FEET SOUTHWEST OF THE SOUTHWEST END OF AN 18-INCH
 GC1125'PIPE CULVERT WITH CONCRETE HEAD WALLS UNDER GRAVEL ROAD, 32 FEET
 GC1125'SOUTHWEST OF THE CROSSING WARNING SIGN, 79 FEET NORTH-NORTHEAST
 GC1125'AND ACROSS A ROAD PARALLELING THE TRACKS FROM THE NORTHEAST CORNER
 GC1125'OF THE EAST ONE OF A GROUP OF SECTION HOUSES, 2 FEET EAST OF A WHITE
 GC1125'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW THE TRACK AND SET IN
 GC1125'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1125
 GC1125                          STATION RECOVERY (1957)
 GC1125
 GC1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1198 ***********************************************************************
 FC1198  DESIGNATION -  Z 183
 FC1198  PID         -  FC1198
 FC1198  STATE/COUNTY-  TN/HAMILTON
 FC1198  USGS QUAD   -  CHATTANOOGA (1976)
 FC1198
 FC1198                         *CURRENT SURVEY CONTROL
 FC1198  ___________________________________________________________________
 FC1198* NAD 83(1986)-  35 01 40.     (N)    085 21 15.     (W)     SCALED    
 FC1198* NAVD 88     -       207.345  (meters)     680.26   (feet)  ADJUSTED  
 FC1198  ___________________________________________________________________
 FC1198  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC1198  DYNAMIC HT  -         207.139 (meters)     679.59  (feet)  COMP
 FC1198  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 FC1198
 FC1198  VERT ORDER  -  FIRST     CLASS II
 FC1198
 FC1198.The horizontal coordinates were scaled from a topographic map and have
 FC1198.an estimated accuracy of +/- 6 seconds.
 FC1198
 FC1198.The orthometric height was determined by differential leveling
 FC1198.and adjusted by the National Geodetic Survey in June 1991..
 FC1198.WARNING-Repeat measurements at this control monument indicate possible
 FC1198.vertical movement.
 FC1198
 FC1198.The geoid height was determined by GEOID03.
 FC1198
 FC1198.The dynamic height is computed by dividing the NAVD 88
 FC1198.geopotential number by the normal gravity value computed on the
 FC1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1198.degrees latitude (g = 980.6199 gals.).
 FC1198
 FC1198.The modeled gravity was interpolated from observed gravity values.
 FC1198
 FC1198;                    North         East    Units  Estimated Accuracy
 FC1198;SPC TN       -    77,240.      658,940.      MT  (+/- 180 meters Scaled)
 FC1198
 FC1198                          SUPERSEDED SURVEY CONTROL
 FC1198
 FC1198  NGVD 29 (??/??/92)  207.390  (m)          680.41   (f) ADJ UNCH    1 2
 FC1198
 FC1198.Superseded values are not recommended for survey control.
 FC1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1198.See file dsdata.txt to determine how the superseded data were derived.
 FC1198
 FC1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD501773(NAD 83)
 FC1198_MARKER: DB = BENCH MARK DISK
 FC1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1198_SP_SET: OVERPASS
 FC1198_STAMPING: Z 183 1950
 FC1198_MARK LOGO: CGS   
 FC1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1198
 FC1198  HISTORY     - Date     Condition        Report By
 FC1198  HISTORY     - 1950     MONUMENTED       CGS
 FC1198  HISTORY     - 1962     GOOD             NGS
 FC1198  HISTORY     - 1983     GOOD             NGS
 FC1198
 FC1198                          STATION DESCRIPTION
 FC1198
 FC1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1198'3.8 MI SW FROM CHATTANOOGA.
 FC1198'ABOUT 3.75 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1198'RAILROAD FROM THE ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA,
 FC1198'ABOUT 1.85 MILES NORTHEAST OF THE CONTROL TOWER AT WAUHATCHIE,
 FC1198'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 FC1198'RAILROAD OVERPASS OVER A GRAVEL ROAD, 11 FEET SOUTH OF THE SOUTH
 FC1198'RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 FC1198
 FC1198                          STATION RECOVERY (1962)
 FC1198
 FC1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1198'RECOVERED IN GOOD CONDITION.
 FC1198
 FC1198                          STATION RECOVERY (1983)
 FC1198
 FC1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1084 ***********************************************************************
 FC1084  DESIGNATION -  Z 184
 FC1084  PID         -  FC1084
 FC1084  STATE/COUNTY-  TN/HAMILTON
 FC1084  USGS QUAD   -  SODDY (1972)
 FC1084
 FC1084                         *CURRENT SURVEY CONTROL
 FC1084  ___________________________________________________________________
 FC1084* NAD 83(1986)-  35 19 34.     (N)    085 08 59.     (W)     SCALED    
 FC1084* NAVD 88     -       234.530  (meters)     769.45   (feet)  ADJUSTED  
 FC1084  ___________________________________________________________________
 FC1084  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1084  DYNAMIC HT  -         234.297 (meters)     768.69  (feet)  COMP
 FC1084  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1084
 FC1084  VERT ORDER  -  FIRST     CLASS II
 FC1084
 FC1084.The horizontal coordinates were scaled from a topographic map and have
 FC1084.an estimated accuracy of +/- 6 seconds.
 FC1084
 FC1084.The orthometric height was determined by differential leveling
 FC1084.and adjusted by the National Geodetic Survey in June 1991..
 FC1084
 FC1084.The geoid height was determined by GEOID03.
 FC1084
 FC1084.The dynamic height is computed by dividing the NAVD 88
 FC1084.geopotential number by the normal gravity value computed on the
 FC1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1084.degrees latitude (g = 980.6199 gals.).
 FC1084
 FC1084.The modeled gravity was interpolated from observed gravity values.
 FC1084
 FC1084;                    North         East    Units  Estimated Accuracy
 FC1084;SPC TN       -   110,490.      677,310.      MT  (+/- 180 meters Scaled)
 FC1084
 FC1084                          SUPERSEDED SURVEY CONTROL
 FC1084
 FC1084  NGVD 29 (??/??/92)  234.577  (m)          769.61   (f) ADJ UNCH    1 2
 FC1084
 FC1084.Superseded values are not recommended for survey control.
 FC1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1084.See file dsdata.txt to determine how the superseded data were derived.
 FC1084
 FC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE681107(NAD 83)
 FC1084_MARKER: DB = BENCH MARK DISK
 FC1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1084_STAMPING: Z 184 1950
 FC1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1084+STABILITY: SURFACE MOTION
 FC1084
 FC1084  HISTORY     - Date     Condition        Report By
 FC1084  HISTORY     - 1950     MONUMENTED       CGS
 FC1084  HISTORY     - 1972     GOOD             TVA
 FC1084
 FC1084                          STATION DESCRIPTION
 FC1084
 FC1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1084'2.8 MI NE FROM SODDY.
 FC1084'ABOUT 2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1084'RATHBURN STATION IN SODDY, AT A ROAD CROSSING, 138 FEET SOUTHWEST
 FC1084'OF THE SOUTHWEST CORNER OF AN IMITATION RED BRICK HOUSE, 54 FEET
 FC1084'EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 42 FEET SOUTHEAST
 FC1084'OF THE SOUTHEAST RAIL, 51 FEET SOUTHWEST OF THE CENTER OF A WELL
 FC1084'CURB, 47 FEET NORTH OF THE CENTER OF ROAD JUNCTION, 22 FEET
 FC1084'NORTH OF THE NORTH END OF A 24-INCH TILE CULVERT UNDER ROAD, 39
 FC1084'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7.8 FEET EAST OF
 FC1084'A TELEPHONE POLE, 5 1/2 FEET NORTHWEST OF A FENCE LINE, 1 1/2
 FC1084'FEET NORTHWEST OF A T.V.A. STEEL WITNESS POST, 4 FEET ABOVE THE
 FC1084'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1084
 FC1084                          STATION RECOVERY (1972)
 FC1084
 FC1084'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0062 ***********************************************************************
 FD0062  DESIGNATION -  Z 185
 FD0062  PID         -  FD0062
 FD0062  STATE/COUNTY-  TN/RUTHERFORD
 FD0062  USGS QUAD   -  MURFREESBORO (1983)
 FD0062
 FD0062                         *CURRENT SURVEY CONTROL
 FD0062  ___________________________________________________________________
 FD0062* NAD 83(1986)-  35 50 42.     (N)    086 22 53.     (W)     SCALED    
 FD0062* NAVD 88     -       189.376  (meters)     621.31   (feet)  ADJUSTED  
 FD0062  ___________________________________________________________________
 FD0062  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0062  DYNAMIC HT  -         189.210 (meters)     620.77  (feet)  COMP
 FD0062  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 FD0062
 FD0062  VERT ORDER  -  FIRST     CLASS II
 FD0062
 FD0062.The horizontal coordinates were scaled from a topographic map and have
 FD0062.an estimated accuracy of +/- 6 seconds.
 FD0062
 FD0062.The orthometric height was determined by differential leveling
 FD0062.and adjusted by the National Geodetic Survey in June 1991..
 FD0062
 FD0062.The geoid height was determined by GEOID03.
 FD0062
 FD0062.The dynamic height is computed by dividing the NAVD 88
 FD0062.geopotential number by the normal gravity value computed on the
 FD0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0062.degrees latitude (g = 980.6199 gals.).
 FD0062
 FD0062.The modeled gravity was interpolated from observed gravity values.
 FD0062
 FD0062;                    North         East    Units  Estimated Accuracy
 FD0062;SPC TN       -   167,790.      565,550.      MT  (+/- 180 meters Scaled)
 FD0062
 FD0062                          SUPERSEDED SURVEY CONTROL
 FD0062
 FD0062  NGVD 29 (??/??/92)  189.386  (m)          621.34   (f) ADJ UNCH    1 2
 FD0062
 FD0062.Superseded values are not recommended for survey control.
 FD0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0062.See file dsdata.txt to determine how the superseded data were derived.
 FD0062
 FD0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558669(NAD 83)
 FD0062_MARKER: DB = BENCH MARK DISK
 FD0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0062_STAMPING: Z 185 1949
 FD0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0062+STABILITY: SURFACE MOTION
 FD0062
 FD0062  HISTORY     - Date     Condition        Report By
 FD0062  HISTORY     - 1949     MONUMENTED       CGS
 FD0062
 FD0062                          STATION DESCRIPTION
 FD0062
 FD0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0062'AT MURFREESBORO.
 FD0062'AT MURFREESBORO, ABOUT 0.55 MILE EAST ALONG EAST MAIN STREET
 FD0062'FROM THE COURT HOUSE, AT THE INTERSECTION OF UNIVERSITY STREET,
 FD0062'AT THE SOUTHWEST CORNER OF THE CENTRAL HIGH SCHOOL LAWN, 63
 FD0062'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 52 FEET EAST
 FD0062'OF THE CENTER LINE OF UNIVERSITY STREET, 32 FEET NORTH OF THE
 FD0062'CENTER LINE OF EAST MAIN STREET, 25 1/2 FEET EAST OF THE EAST
 FD0062'EDGE OF A NORTH-SOUTH SIDE WALK, 1/2 FOOT NORTH OF A SIDE
 FD0062'WALK ALONG EAST MAIN STREET AND SET IN THE TOP OF A CONCRETE
 FD0062'POST ABOUT FLUSH WITH GROUND AND WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0003 ***********************************************************************
 FD0003  DESIGNATION -  Z 186
 FD0003  PID         -  FD0003
 FD0003  STATE/COUNTY-  TN/RUTHERFORD
 FD0003  USGS QUAD   -  MURFREESBORO (1983)
 FD0003
 FD0003                         *CURRENT SURVEY CONTROL
 FD0003  ___________________________________________________________________
 FD0003* NAD 83(1986)-  35 48 51.     (N)    086 23 31.     (W)     SCALED    
 FD0003* NAVD 88     -       192.003  (meters)     629.93   (feet)  ADJUSTED  
 FD0003  ___________________________________________________________________
 FD0003  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0003  DYNAMIC HT  -         191.834 (meters)     629.38  (feet)  COMP
 FD0003  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 FD0003
 FD0003  VERT ORDER  -  FIRST     CLASS II
 FD0003
 FD0003.The horizontal coordinates were scaled from a topographic map and have
 FD0003.an estimated accuracy of +/- 6 seconds.
 FD0003
 FD0003.The orthometric height was determined by differential leveling
 FD0003.and adjusted by the National Geodetic Survey in June 1991..
 FD0003
 FD0003.The geoid height was determined by GEOID03.
 FD0003
 FD0003.The dynamic height is computed by dividing the NAVD 88
 FD0003.geopotential number by the normal gravity value computed on the
 FD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0003.degrees latitude (g = 980.6199 gals.).
 FD0003
 FD0003.The modeled gravity was interpolated from observed gravity values.
 FD0003
 FD0003;                    North         East    Units  Estimated Accuracy
 FD0003;SPC TN       -   164,370.      564,580.      MT  (+/- 180 meters Scaled)
 FD0003
 FD0003                          SUPERSEDED SURVEY CONTROL
 FD0003
 FD0003  NGVD 29 (??/??/92)  192.012  (m)          629.96   (f) ADJ UNCH    1 2
 FD0003
 FD0003.Superseded values are not recommended for survey control.
 FD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0003.See file dsdata.txt to determine how the superseded data were derived.
 FD0003
 FD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE549635(NAD 83)
 FD0003_MARKER: DB = BENCH MARK DISK
 FD0003_SETTING: 66 = SET IN ROCK OUTCROP
 FD0003_SP_SET: ROCK OUTCROP
 FD0003_STAMPING: Z 186 1949
 FD0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0003+STABILITY: POSITION/ELEVATION WELL
 FD0003
 FD0003  HISTORY     - Date     Condition        Report By
 FD0003  HISTORY     - 1949     MONUMENTED       CGS
 FD0003  HISTORY     - 1960     GOOD             NGS
 FD0003
 FD0003                          STATION DESCRIPTION
 FD0003
 FD0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0003'2.4 MI SE FROM MURFREESBORO.
 FD0003'2.4 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0003'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, RUTHERFORD COUNTY,
 FD0003'AT A FARM-ROAD CROSSING, 188 FEET WEST OF THE WEST RAIL, 81
 FD0003'FEET NORTHWEST OF A LONE 12-INCH ELM TREE, 38 FEET NORTH OF THE
 FD0003'NORTHEAST CORNER OF A BARN, 26 FEET SOUTH OF A FENCE LINE, AND
 FD0003'IN THE TOP OF A 12- BY 15-FOOT LIMESTONE ROCK OUTCROP, AND 3
 FD0003'FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 FD0003'Z 186 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0391 ***********************************************************************
 GC0391  DESIGNATION -  Z 187
 GC0391  PID         -  GC0391
 GC0391  STATE/COUNTY-  TN/DAVIDSON
 GC0391  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0391
 GC0391                         *CURRENT SURVEY CONTROL
 GC0391  ___________________________________________________________________
 GC0391* NAD 83(1986)-  36 10 08.     (N)    086 48 45.     (W)     SCALED    
 GC0391* NAVD 88     -       138.512  (meters)     454.43   (feet)  ADJUSTED  
 GC0391  ___________________________________________________________________
 GC0391  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0391  DYNAMIC HT  -         138.393 (meters)     454.04  (feet)  COMP
 GC0391  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GC0391
 GC0391  VERT ORDER  -  FIRST     CLASS II
 GC0391
 GC0391.The horizontal coordinates were scaled from a topographic map and have
 GC0391.an estimated accuracy of +/- 6 seconds.
 GC0391
 GC0391.The orthometric height was determined by differential leveling
 GC0391.and adjusted by the National Geodetic Survey in June 1991..
 GC0391
 GC0391.The geoid height was determined by GEOID03.
 GC0391
 GC0391.The dynamic height is computed by dividing the NAVD 88
 GC0391.geopotential number by the normal gravity value computed on the
 GC0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0391.degrees latitude (g = 980.6199 gals.).
 GC0391
 GC0391.The modeled gravity was interpolated from observed gravity values.
 GC0391
 GC0391;                    North         East    Units  Estimated Accuracy
 GC0391;SPC TN       -   203,960.      526,900.      MT  (+/- 180 meters Scaled)
 GC0391
 GC0391                          SUPERSEDED SURVEY CONTROL
 GC0391
 GC0391  NGVD 29 (??/??/92)  138.535  (m)          454.51   (f) ADJ UNCH    1 2
 GC0391
 GC0391.Superseded values are not recommended for survey control.
 GC0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0391.See file dsdata.txt to determine how the superseded data were derived.
 GC0391
 GC0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF168026(NAD 83)
 GC0391_MARKER: DB = BENCH MARK DISK
 GC0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0391_SP_SET: BRIDGE
 GC0391_STAMPING: Z 187 1949
 GC0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0391
 GC0391  HISTORY     - Date     Condition        Report By
 GC0391  HISTORY     - 1949     MONUMENTED       CGS
 GC0391  HISTORY     - 1960     GOOD             NGS
 GC0391
 GC0391                          STATION DESCRIPTION
 GC0391
 GC0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0391'AT NASHVILLE.
 GC0391'AT NASHVILLE, ALONG THE TENNESSEE CENTRAL RAILWAY, AT THE UNDERPASS
 GC0391'OF JEFFERSON STREET UNDER RAILWAY, SET IN THE TOP OF THE SOUTHWEST
 GC0391'END OF THE NORTHWEST ABUTMENT, 4.3 FEET SOUTHWEST OF THE SOUTHWEST
 GC0391'RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GC0391
 GC0391                          STATION RECOVERY (1960)
 GC0391
 GC0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1138 ***********************************************************************
 GC1138  DESIGNATION -  Z 188
 GC1138  PID         -  GC1138
 GC1138  STATE/COUNTY-  TN/MONTGOMERY
 GC1138  USGS QUAD   -  CLARKSVILLE (1984)
 GC1138
 GC1138                         *CURRENT SURVEY CONTROL
 GC1138  ___________________________________________________________________
 GC1138* NAD 83(1986)-  36 33 09.     (N)    087 19 20.     (W)     SCALED    
 GC1138* NAVD 88     -       148.751  (meters)     488.03   (feet)  ADJUSTED  
 GC1138  ___________________________________________________________________
 GC1138  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1138  DYNAMIC HT  -         148.628 (meters)     487.62  (feet)  COMP
 GC1138  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 GC1138
 GC1138  VERT ORDER  -  FIRST     CLASS II
 GC1138
 GC1138.The horizontal coordinates were scaled from a topographic map and have
 GC1138.an estimated accuracy of +/- 6 seconds.
 GC1138
 GC1138.The orthometric height was determined by differential leveling
 GC1138.and adjusted by the National Geodetic Survey in June 1991..
 GC1138
 GC1138.The geoid height was determined by GEOID03.
 GC1138
 GC1138.The dynamic height is computed by dividing the NAVD 88
 GC1138.geopotential number by the normal gravity value computed on the
 GC1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1138.degrees latitude (g = 980.6199 gals.).
 GC1138
 GC1138.The modeled gravity was interpolated from observed gravity values.
 GC1138
 GC1138;                    North         East    Units  Estimated Accuracy
 GC1138;SPC TN       -   247,020.      481,620.      MT  (+/- 180 meters Scaled)
 GC1138
 GC1138                          SUPERSEDED SURVEY CONTROL
 GC1138
 GC1138  NGVD 29 (??/??/92)  148.821  (m)          488.26   (f) ADJ UNCH    1 2
 GC1138
 GC1138.Superseded values are not recommended for survey control.
 GC1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1138.See file dsdata.txt to determine how the superseded data were derived.
 GC1138
 GC1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF711452(NAD 83)
 GC1138_MARKER: DB = BENCH MARK DISK
 GC1138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1138_STAMPING: Z 188 1949
 GC1138_MARK LOGO: CGS   
 GC1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1138
 GC1138  HISTORY     - Date     Condition        Report By
 GC1138  HISTORY     - 1949     MONUMENTED       CGS
 GC1138  HISTORY     - 1954     GOOD             NGS
 GC1138  HISTORY     - 1984     GOOD             NGS
 GC1138
 GC1138                          STATION DESCRIPTION
 GC1138
 GC1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1138'2.2 MI NE FROM CLARKSVILLE.
 GC1138'ABOUT 2.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GC1138'RAILROAD FROM THE STATION AT CLARKSVILLE, ABOUT 1.9 MILES
 GC1138'SOUTHWEST OF THE ROAD CROSSING AND FLAG STATION AT ST. BETHLEHEM,
 GC1138'AT THE OVERPASS OF A BLACK TOP ROAD OVER THE TRACK, IN THE TOP
 GC1138'OF THE NORTHEAST EDGE OF THE NORTHEAST CONCRETE FOUNDATION OF THE
 GC1138'FIRST PIER SOUTHEAST OF THE TRACK, 115 FEET SOUTH AND ACROSS TRACK
 GC1138'FROM MILE POST 175, 10 FEET SOUTHEAST OF SOUTHEAST RAIL AND
 GC1138'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
 GC1138
 GC1138                          STATION RECOVERY (1984)
 GC1138
 GC1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1138'RECOVERED IN GOOD CONDITION.  NOTE, A CROSS MEMBER SUPPORT FOR THE
 GC1138'BRIDGE HAS BEEN PLACED DIRECTLY ABOVE THE DISK, A ROD COULD NOT BE
 GC1138'PLUMBED ON THE DISK, AND IT WOULD BE DIFFICULT TO ZERO IN ON THE MARK.
 GC1138'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1913 ***********************************************************************
 FB1913  DESIGNATION -  Z 189
 FB1913  PID         -  FB1913
 FB1913  STATE/COUNTY-  TN/KNOX
 FB1913  USGS QUAD   -  KNOXVILLE (1978)
 FB1913
 FB1913                         *CURRENT SURVEY CONTROL
 FB1913  ___________________________________________________________________
 FB1913* NAD 83(1986)-  35 57 27.     (N)    083 55 32.     (W)     SCALED    
 FB1913* NAVD 88     -       291.544  (meters)     956.51   (feet)  POSTED    
 FB1913  ___________________________________________________________________
 FB1913  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1913  DYNAMIC HT  -         291.280 (meters)     955.64  (feet)  COMP
 FB1913  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FB1913
 FB1913  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1913
 FB1913.The horizontal coordinates were scaled from a topographic map and have
 FB1913.an estimated accuracy of +/- 6 seconds.
 FB1913
 FB1913.The orthometric height was determined by differential leveling
 FB1913.and adjusted by the National Geodetic Survey in 1992..
 FB1913.No vertical observational check was made to the station.
 FB1913.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1913.was located on a no-check spur therefore a value was not computed.
 FB1913
 FB1913.The geoid height was determined by GEOID03.
 FB1913
 FB1913.The dynamic height is computed by dividing the NAVD 88
 FB1913.geopotential number by the normal gravity value computed on the
 FB1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1913.degrees latitude (g = 980.6199 gals.).
 FB1913
 FB1913.The modeled gravity was interpolated from observed gravity values.
 FB1913
 FB1913;                    North         East    Units  Estimated Accuracy
 FB1913;SPC TN       -   182,180.      787,120.      MT  (+/- 180 meters Scaled)
 FB1913
 FB1913                          SUPERSEDED SURVEY CONTROL
 FB1913
 FB1913  NGVD 29 (??/??/92)  291.684  (m)          956.97   (f) ADJ UNCH    1 2
 FB1913
 FB1913.Superseded values are not recommended for survey control.
 FB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1913.See file dsdata.txt to determine how the superseded data were derived.
 FB1913
 FB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361831(NAD 83)
 FB1913_MARKER: DB = BENCH MARK DISK
 FB1913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1913_SP_SET: SIDEWALK
 FB1913_STAMPING: Z 189 1950
 FB1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1913
 FB1913  HISTORY     - Date     Condition        Report By
 FB1913  HISTORY     - 1950     MONUMENTED       CGS
 FB1913  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 FB1913
 FB1913                          STATION DESCRIPTION
 FB1913
 FB1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1913'AT KNOXVILLE.
 FB1913'AT KNOXVILLE, ON THE CAMPUS OF THE UNIVERSITY OF TENNESSEE, SET
 FB1913'IN THE TOP OF THE ENTRANCE WALK OF THE MAIN NORTHWEST ENTRANCE TO
 FB1913'THE UNIVERSITY PHYSICS AND GEOLOGY BUILDING, 4 FEET SOUTHWEST OF
 FB1913'THE CENTER LINE OF THE DOORWAY ENTRANCE, 0.8 FOOT NORTHWEST OF THE
 FB1913'NORTHWEST FACE OF THE BUILDING.
 FB1913
 FB1913                          STATION RECOVERY (1971)
 FB1913
 FB1913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 FB1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1914 ***********************************************************************
 FB1914  DESIGNATION -  Z 189 RESET
 FB1914  PID         -  FB1914
 FB1914  STATE/COUNTY-  TN/KNOX
 FB1914  USGS QUAD   -  KNOXVILLE (1978)
 FB1914
 FB1914                         *CURRENT SURVEY CONTROL
 FB1914  ___________________________________________________________________
 FB1914* NAD 83(1986)-  35 57 24.     (N)    083 55 29.     (W)     SCALED    
 FB1914* NAVD 88     -       291.707  (meters)     957.04   (feet)  ADJUSTED  
 FB1914  ___________________________________________________________________
 FB1914  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1914  DYNAMIC HT  -         291.439 (meters)     956.16  (feet)  COMP
 FB1914  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FB1914
 FB1914  VERT ORDER  -  FIRST     CLASS II
 FB1914
 FB1914.The horizontal coordinates were scaled from a topographic map and have
 FB1914.an estimated accuracy of +/- 6 seconds.
 FB1914
 FB1914.The orthometric height was determined by differential leveling
 FB1914.and adjusted by the National Geodetic Survey in June 1991..
 FB1914
 FB1914.The geoid height was determined by GEOID03.
 FB1914
 FB1914.The dynamic height is computed by dividing the NAVD 88
 FB1914.geopotential number by the normal gravity value computed on the
 FB1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1914.degrees latitude (g = 980.6199 gals.).
 FB1914
 FB1914.The modeled gravity was interpolated from observed gravity values.
 FB1914
 FB1914;                    North         East    Units  Estimated Accuracy
 FB1914;SPC TN       -   182,090.      787,190.      MT  (+/- 180 meters Scaled)
 FB1914
 FB1914                          SUPERSEDED SURVEY CONTROL
 FB1914
 FB1914  NGVD 29 (12/12/91)  291.841  (m)          957.48   (f) ADJUSTED    1 2
 FB1914
 FB1914.Superseded values are not recommended for survey control.
 FB1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1914.See file dsdata.txt to determine how the superseded data were derived.
 FB1914
 FB1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV362830(NAD 83)
 FB1914_MARKER: DD = SURVEY DISK
 FB1914_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB1914_SP_SET: WALKWAY
 FB1914_STAMPING: Z 189 RESET 1971
 FB1914_MARK LOGO: CGS   
 FB1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1914+STABILITY: SURFACE MOTION
 FB1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1914+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 FB1914
 FB1914  HISTORY     - Date     Condition        Report By
 FB1914  HISTORY     - 1971     MONUMENTED       CGS
 FB1914  HISTORY     - 1972     GOOD             NGS
 FB1914  HISTORY     - 1982     GOOD             NGS
 FB1914  HISTORY     - 1983     GOOD             NGS
 FB1914  HISTORY     - 19880715 GOOD             NGS
 FB1914
 FB1914                          STATION DESCRIPTION
 FB1914
 FB1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FB1914'AT KNOXVILLE.
 FB1914'AT KNOXVILLE, AT THE UNIVERSITY OF TENN., SET IN THE TOP OF THE
 FB1914'ENTRANCE WALK OF THE MAIN NORTHWEST ENTRANCE OF THE GEOLOGY AND
 FB1914'GEOGRAPHY BUILDING ON CIRCLE DRIVE, 4 FEET SOUTHWEST OF THE
 FB1914'CENTERLINE OF THE DOORWAY ENTRANCE AND 0.8 OF A FOOT NORTHWEST OF
 FB1914'THE NORTHWEST FACE OF THE BUILDING.
 FB1914
 FB1914                          STATION RECOVERY (1982)
 FB1914
 FB1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1914'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN KNOXVILLE,
 FB1914'AT THE UNIVERSITY OF TENNESSEE CAMPUS, BETWEEN CIRCLE AND MIDDLE
 FB1914'DRIVES, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE ELEVATED
 FB1914'WALKWAY TO THE GEOLOGY-GEOGRAPHY BUILDING (FORMERLY THE
 FB1914'PHYSICS-GEOLOGY BUILDING) AND AT THE MAIN ENTRANCE (NORTHEASTERNMOST)
 FB1914'OF TWO ENTRANCES.
 FB1914
 FB1914                          STATION RECOVERY (1983)
 FB1914
 FB1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1914'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB1914'THE UNIVERSITY OF TENNESSEE, IN TOP OF THE CONCRETE ENTRANCE WALK OF
 FB1914'THE MAIN NORTHWEST ENTRANCE TO THE GEOLOGY AND GEOGRAPHY BUILDING ON
 FB1914'CIRCLE DRIVE, 1.22 METERS (4.0 FT) SOUTHWEST OF THE CENTER OF THE
 FB1914'ENTRANCE, 0.24 METER (0.8 FT) NORTHWEST OF THE NORTHWEST FACE OF THE
 FB1914'BUILDING.
 FB1914
 FB1914                          STATION RECOVERY (1988)
 FB1914
 FB1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 FB1914'OTHER ALIASES INCLUDE NN 157, DOD 0394-1, KNOXVILLE K AND WU 38.
 FB1914'STATION IS AT THE UNIVERSITY OF TENNESSEE GEOLOGY-GEOGRAPHY BUILDING
 FB1914'(FORMERLY THE PHYSICS-GEOLOGY BUILDING) .  STATION IS 0.60 MI (0.97
 FB1914'KM) SOUTH OF THE KNOXVILLE CITY HALL.  TO ACCESS FROM EXIT 387 OF
 FB1914'INTERSTATE 40 AT THE SOUTH END OF INTERSTATE 275, GO SE (INTO CITY)
 FB1914'FOR 0.3 MI (0.5 KM) TO BROADWAY (US 441) .  ON BROADWAY, TURN SOUTH
 FB1914'(RIGHT) AND GO 0.45 MI (0.72 KM) .  TURN WSW (RIGHT) ONTO WEST
 FB1914'CUMBERLAND AVENUE.  GO 0.40 MI (0.64 KM) AND TURN SOUTH, LEFT, ONTO
 FB1914'CIRCLE DRIVE INTO CAMPUS.  GO 0.15 MI (0.24 KM) TO COURTYARD/PARKING
 FB1914'LOT AND STATION AT GEOLOGY BUILDING ON SOUTH SIDE OF PARKING LOT.
 FB1914'STATION IS ON NW SIDE (PARKING LOT SIDE) , AT NORTHEASTERNMOST (MAIN)
 FB1914'ENTRANCE OF TWO ENTRANCES, AT THE SOUTH CORNER OF ELEVATED CONCRETE
 FB1914'WALKWAY, 4 FT (1.2 M) SW OF CENTER OF ENTRANCE, AND 0.8 FT (24.4 CM)
 FB1914'NW OF NW FACE OF BUILDING.  RESET BM DISK WAS SET IN DRILL HOLE OF
 FB1914'ORIGINAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0763 ***********************************************************************
 FE0763  DESIGNATION -  Z 19
 FE0763  PID         -  FE0763
 FE0763  STATE/COUNTY-  TN/MADISON
 FE0763  USGS QUAD   -  BEECH BLUFF (1981)
 FE0763
 FE0763                         *CURRENT SURVEY CONTROL
 FE0763  ___________________________________________________________________
 FE0763* NAD 83(1986)-  35 36 30.     (N)    088 43 47.     (W)     SCALED    
 FE0763* NAVD 88     -       120.028  (meters)     393.79   (feet)  ADJUSTED  
 FE0763  ___________________________________________________________________
 FE0763  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0763  DYNAMIC HT  -         119.920 (meters)     393.44  (feet)  COMP
 FE0763  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FE0763
 FE0763  VERT ORDER  -  SECOND    CLASS 0
 FE0763
 FE0763.The horizontal coordinates were scaled from a topographic map and have
 FE0763.an estimated accuracy of +/- 6 seconds.
 FE0763
 FE0763.The orthometric height was determined by differential leveling
 FE0763.and adjusted by the National Geodetic Survey in June 1991..
 FE0763
 FE0763.The geoid height was determined by GEOID03.
 FE0763
 FE0763.The dynamic height is computed by dividing the NAVD 88
 FE0763.geopotential number by the normal gravity value computed on the
 FE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0763.degrees latitude (g = 980.6199 gals.).
 FE0763
 FE0763.The modeled gravity was interpolated from observed gravity values.
 FE0763
 FE0763;                    North         East    Units  Estimated Accuracy
 FE0763;SPC TN       -   144,910.      352,710.      MT  (+/- 180 meters Scaled)
 FE0763
 FE0763                          SUPERSEDED SURVEY CONTROL
 FE0763
 FE0763  NGVD 29 (??/??/??)  120.058  (m)          393.89   (f) ADJUSTED    2 0
 FE0763
 FE0763.Superseded values are not recommended for survey control.
 FE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0763.See file dsdata.txt to determine how the superseded data were derived.
 FE0763
 FE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE433418(NAD 83)
 FE0763_MARKER: DB = BENCH MARK DISK
 FE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0763_STAMPING: 393.989 Z 1934
 FE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0763+STABILITY: SURFACE MOTION
 FE0763
 FE0763  HISTORY     - Date     Condition        Report By
 FE0763  HISTORY     - 1934     MONUMENTED       CGS
 FE0763  HISTORY     - 1935     GOOD             CGS
 FE0763  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0763
 FE0763                          STATION DESCRIPTION
 FE0763
 FE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0763'4.8 MI E FROM JACKSON.
 FE0763'4.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0763'RAILWAY FROM JACKSON, MADISON COUNTY, 8 POLES WEST OF MILEPOST
 FE0763'139, 30 FEET NORTH OF THE TRACK, 25 FEET EAST OF A ROAD THROUGH
 FE0763'A FIELD AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE0763'DISK, STAMPED 393.989 Z 1934 AND SET IN THE TOP OF A CONCRETE
 FE0763'POST.
 FE0763
 FE0763                          STATION RECOVERY (2002)
 FE0763
 FE0763'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0763'LARGE PILE OF DEBRIS AND CSRAP IRAON PILED ON AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1916 ***********************************************************************
 FB1916  DESIGNATION -  Z 190
 FB1916  PID         -  FB1916
 FB1916  STATE/COUNTY-  TN/KNOX
 FB1916  USGS QUAD   -  KNOXVILLE (1978)
 FB1916
 FB1916                         *CURRENT SURVEY CONTROL
 FB1916  ___________________________________________________________________
 FB1916* NAD 83(1986)-  35 57 24.     (N)    083 55 36.     (W)     SCALED    
 FB1916* NAVD 88     -       279.898  (meters)     918.30   (feet)  POSTED    
 FB1916  ___________________________________________________________________
 FB1916  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1916  DYNAMIC HT  -         279.640 (meters)     917.45  (feet)  COMP
 FB1916  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FB1916
 FB1916  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1916
 FB1916.The horizontal coordinates were scaled from a topographic map and have
 FB1916.an estimated accuracy of +/- 6 seconds.
 FB1916
 FB1916.The orthometric height was determined by differential leveling
 FB1916.and adjusted by the National Geodetic Survey in 1992..
 FB1916.No vertical observational check was made to the station.
 FB1916.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1916.was located on a no-check spur therefore a value was not computed.
 FB1916
 FB1916.The geoid height was determined by GEOID03.
 FB1916
 FB1916.The dynamic height is computed by dividing the NAVD 88
 FB1916.geopotential number by the normal gravity value computed on the
 FB1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1916.degrees latitude (g = 980.6199 gals.).
 FB1916
 FB1916.The modeled gravity was interpolated from observed gravity values.
 FB1916
 FB1916;                    North         East    Units  Estimated Accuracy
 FB1916;SPC TN       -   182,090.      787,020.      MT  (+/- 180 meters Scaled)
 FB1916
 FB1916                          SUPERSEDED SURVEY CONTROL
 FB1916
 FB1916  NGVD 29 (??/??/92)  280.037  (m)          918.75   (f) ADJ UNCH    1 2
 FB1916
 FB1916.Superseded values are not recommended for survey control.
 FB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1916.See file dsdata.txt to determine how the superseded data were derived.
 FB1916
 FB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360831(NAD 83)
 FB1916_MARKER: DB = BENCH MARK DISK
 FB1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1916_SP_SET: BUILDING
 FB1916_STAMPING: Z 190 1950
 FB1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1916
 FB1916  HISTORY     - Date     Condition        Report By
 FB1916  HISTORY     - 1950     MONUMENTED       CGS
 FB1916
 FB1916                          STATION DESCRIPTION
 FB1916
 FB1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1916'AT KNOXVILLE.
 FB1916'AT KNOXVILLE, AT THE UNIVERSITY OF TENNESSEE, SET VERTICALLY IN
 FB1916'THE NORTHWEST FACE OF PERKINS HALL AT THE NORTHWEST ENTRANCE
 FB1916'TO THE BUILDING, 6 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FB1916'ENTRANCE AND ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0883 ***********************************************************************
 GB0883  DESIGNATION -  Z 191
 GB0883  PID         -  GB0883
 GB0883  STATE/COUNTY-  TN/MORGAN
 GB0883  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0883
 GB0883                         *CURRENT SURVEY CONTROL
 GB0883  ___________________________________________________________________
 GB0883* NAD 83(1986)-  36 12 04.     (N)    084 39 50.     (W)     SCALED    
 GB0883* NAVD 88     -       407.785  (meters)    1337.87   (feet)  ADJUSTED  
 GB0883  ___________________________________________________________________
 GB0883  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GB0883  DYNAMIC HT  -         407.425 (meters)    1336.69  (feet)  COMP
 GB0883  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 GB0883
 GB0883  VERT ORDER  -  FIRST     CLASS I
 GB0883
 GB0883.The horizontal coordinates were scaled from a topographic map and have
 GB0883.an estimated accuracy of +/- 6 seconds.
 GB0883
 GB0883.The orthometric height was determined by differential leveling
 GB0883.and adjusted by the National Geodetic Survey in June 1991..
 GB0883
 GB0883.The geoid height was determined by GEOID03.
 GB0883
 GB0883.The dynamic height is computed by dividing the NAVD 88
 GB0883.geopotential number by the normal gravity value computed on the
 GB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0883.degrees latitude (g = 980.6199 gals.).
 GB0883
 GB0883.The modeled gravity was interpolated from observed gravity values.
 GB0883
 GB0883;                    North         East    Units  Estimated Accuracy
 GB0883;SPC TN       -   208,050.      720,160.      MT  (+/- 180 meters Scaled)
 GB0883
 GB0883                          SUPERSEDED SURVEY CONTROL
 GB0883
 GB0883  NGVD 29 (??/??/92)  407.890  (m)         1338.22   (f) ADJ UNCH    1 1
 GB0883
 GB0883.Superseded values are not recommended for survey control.
 GB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0883.See file dsdata.txt to determine how the superseded data were derived.
 GB0883
 GB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF100087(NAD 83)
 GB0883_MARKER: DB = BENCH MARK DISK
 GB0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0883_STAMPING: Z 191 1950
 GB0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0883+STABILITY: SURFACE MOTION
 GB0883
 GB0883  HISTORY     - Date     Condition        Report By
 GB0883  HISTORY     - 1950     MONUMENTED       CGS
 GB0883  HISTORY     - 1968     GOOD             NGS
 GB0883
 GB0883                          STATION DESCRIPTION
 GB0883
 GB0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0883'3 MI S FROM SUNBRIGHT.
 GB0883'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0883'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0883'SOUTHERN RAILWAY, THENCE 2.7 MILES SOUTH ALONG THE MAIN TRACK, AT
 GB0883'PILOT MOUNTAIN, 0.2 MILE NORTH OF MILEPOST 235, 0.1 MILE NORTH
 GB0883'OF A RAILROAD OVERPASS FOR A GRAVELED ROAD, 137 YARDS NORTH OF
 GB0883'TWO SEMAPHORES, 28 1/2 FEET WEST OF THE WEST RAIL, 17 FEET EAST
 GB0883'OF THE CENTERLINE OF A TRAIL ROAD, 216 FEET NORTH OF THE
 GB0883'NORTHEAST CORNER OF A CHAIN LINK FENCE WHICH SURROUNDS A RAILROAD
 GB0883'RELAY TOWER, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 GB0883'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GB0883'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0686 ***********************************************************************
 FC0686  DESIGNATION -  Z 192
 FC0686  PID         -  FC0686
 FC0686  STATE/COUNTY-  TN/RHEA
 FC0686  USGS QUAD   -  PENNINE (1990)
 FC0686
 FC0686                         *CURRENT SURVEY CONTROL
 FC0686  ___________________________________________________________________
 FC0686* NAD 83(1986)-  35 38 15.     (N)    084 53 52.     (W)     SCALED    
 FC0686* NAVD 88     -       254.833  (meters)     836.06   (feet)  ADJUSTED  
 FC0686  ___________________________________________________________________
 FC0686  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0686  DYNAMIC HT  -         254.591 (meters)     835.27  (feet)  COMP
 FC0686  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 FC0686
 FC0686  VERT ORDER  -  FIRST     CLASS II
 FC0686
 FC0686.The horizontal coordinates were scaled from a topographic map and have
 FC0686.an estimated accuracy of +/- 6 seconds.
 FC0686
 FC0686.The orthometric height was determined by differential leveling
 FC0686.and adjusted by the National Geodetic Survey in June 1991..
 FC0686
 FC0686.The geoid height was determined by GEOID03.
 FC0686
 FC0686.The dynamic height is computed by dividing the NAVD 88
 FC0686.geopotential number by the normal gravity value computed on the
 FC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0686.degrees latitude (g = 980.6199 gals.).
 FC0686
 FC0686.The modeled gravity was interpolated from observed gravity values.
 FC0686
 FC0686;                    North         East    Units  Estimated Accuracy
 FC0686;SPC TN       -   145,260.      699,830.      MT  (+/- 180 meters Scaled)
 FC0686
 FC0686                          SUPERSEDED SURVEY CONTROL
 FC0686
 FC0686  NGVD 29 (??/??/92)  254.908  (m)          836.31   (f) ADJ UNCH    1 2
 FC0686
 FC0686.Superseded values are not recommended for survey control.
 FC0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0686.See file dsdata.txt to determine how the superseded data were derived.
 FC0686
 FC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE903457(NAD 83)
 FC0686_MARKER: DB = BENCH MARK DISK
 FC0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0686_STAMPING: Z 192 1950
 FC0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0686+STABILITY: SURFACE MOTION
 FC0686
 FC0686  HISTORY     - Date     Condition        Report By
 FC0686  HISTORY     - 1950     MONUMENTED       CGS
 FC0686
 FC0686                          STATION DESCRIPTION
 FC0686
 FC0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0686'4.5 MI SW FROM SPRING CITY.
 FC0686'4.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0686'AT SPRING CITY, AT PENNINE, 50 FEET WEST OF THE WEST RAIL OF
 FC0686'THE MAIN TRACK, 126 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 FC0686'CROSSING, 136 FEET NORTHWEST OF THE PENNINE STATION SIGN, 3 FEET
 FC0686'SOUTHWEST OF AN OFFSET FENCE CORNER IN R/W FENCE LINE, 1 FOOT
 FC0686'SOUTH OF THE SHORT EAST-WEST TANGENT IN FENCE LINE, 2 FEET
 FC0686'SOUTHEAST OF A T.V.A. STEEL WITNESS POST, 4 FEET BELOW THE TRACK
 FC0686'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0669 ***********************************************************************
 FC0669  DESIGNATION -  Z 193
 FC0669  PID         -  FC0669
 FC0669  STATE/COUNTY-  TN/RHEA
 FC0669  USGS QUAD   -  RODDY (1976)
 FC0669
 FC0669                         *CURRENT SURVEY CONTROL
 FC0669  ___________________________________________________________________
 FC0669* NAD 83(1986)-  35 45 10.     (N)    084 47 31.     (W)     SCALED    
 FC0669* NAVD 88     -       245.301  (meters)     804.79   (feet)  ADJUSTED  
 FC0669  ___________________________________________________________________
 FC0669  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0669  DYNAMIC HT  -         245.071 (meters)     804.04  (feet)  COMP
 FC0669  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FC0669
 FC0669  VERT ORDER  -  FIRST     CLASS II
 FC0669
 FC0669.The horizontal coordinates were scaled from a topographic map and have
 FC0669.an estimated accuracy of +/- 6 seconds.
 FC0669
 FC0669.The orthometric height was determined by differential leveling
 FC0669.and adjusted by the National Geodetic Survey in June 1991..
 FC0669
 FC0669.The geoid height was determined by GEOID03.
 FC0669
 FC0669.The dynamic height is computed by dividing the NAVD 88
 FC0669.geopotential number by the normal gravity value computed on the
 FC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0669.degrees latitude (g = 980.6199 gals.).
 FC0669
 FC0669.The modeled gravity was interpolated from observed gravity values.
 FC0669
 FC0669;                    North         East    Units  Estimated Accuracy
 FC0669;SPC TN       -   158,160.      709,250.      MT  (+/- 180 meters Scaled)
 FC0669
 FC0669                          SUPERSEDED SURVEY CONTROL
 FC0669
 FC0669  NGVD 29 (??/??/92)  245.388  (m)          805.08   (f) ADJ UNCH    1 2
 FC0669
 FC0669.Superseded values are not recommended for survey control.
 FC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0669.See file dsdata.txt to determine how the superseded data were derived.
 FC0669
 FC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE996587(NAD 83)
 FC0669_MARKER: DB = BENCH MARK DISK
 FC0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0669_STAMPING: Z 193 1950
 FC0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0669+STABILITY: SURFACE MOTION
 FC0669
 FC0669  HISTORY     - Date     Condition        Report By
 FC0669  HISTORY     - 1950     MONUMENTED       CGS
 FC0669
 FC0669                          STATION DESCRIPTION
 FC0669
 FC0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0669'5.8 MI NE FROM SPRING CITY.
 FC0669'5.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0669'AT SPRING CITY, ABOUT 1.75 MILES SOUTHWEST OF THE STATION SIGN AT
 FC0669'RODDY, ABOUT 0.1 MILE NORTHEAST OF A PRIVATE ROAD CROSSING, AT
 FC0669'THE CROSSING OF A GRAVEL ROAD WHICH PARALLELS THE TRACK ALONG
 FC0669'NORTHWEST AND SOUTHEAST SIDE OF TRACK, 48 FEET SOUTHEAST OF THE
 FC0669'SOUTHEAST RAIL, 51.5 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 FC0669'39.5 FEET SOUTHEAST OF A CROSSING WARNING SIGN, 27.5 FEET WEST
 FC0669'OF TELEPHONE POLE NO. 9, 13 FEET EAST OF A RAILWAY TELEPHONE
 FC0669'POLE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE
 FC0669'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 FC0669'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0712 ***********************************************************************
 FC0712  DESIGNATION -  Z 194
 FC0712  PID         -  FC0712
 FC0712  STATE/COUNTY-  TN/ROANE
 FC0712  USGS QUAD   -  HARRIMAN (1980)
 FC0712
 FC0712                         *CURRENT SURVEY CONTROL
 FC0712  ___________________________________________________________________
 FC0712* NAD 83(1986)-  35 56 34.     (N)    084 32 21.     (W)     SCALED    
 FC0712* NAVD 88     -       233.795  (meters)     767.04   (feet)  ADJUSTED  
 FC0712  ___________________________________________________________________
 FC0712  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0712  DYNAMIC HT  -         233.580 (meters)     766.34  (feet)  COMP
 FC0712  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FC0712
 FC0712  VERT ORDER  -  FIRST     CLASS I
 FC0712
 FC0712.The horizontal coordinates were scaled from a topographic map and have
 FC0712.an estimated accuracy of +/- 6 seconds.
 FC0712
 FC0712.The orthometric height was determined by differential leveling
 FC0712.and adjusted by the National Geodetic Survey in June 1991..
 FC0712
 FC0712.The geoid height was determined by GEOID03.
 FC0712
 FC0712.The dynamic height is computed by dividing the NAVD 88
 FC0712.geopotential number by the normal gravity value computed on the
 FC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0712.degrees latitude (g = 980.6199 gals.).
 FC0712
 FC0712.The modeled gravity was interpolated from observed gravity values.
 FC0712
 FC0712;                    North         East    Units  Estimated Accuracy
 FC0712;SPC TN       -   179,550.      731,800.      MT  (+/- 180 meters Scaled)
 FC0712
 FC0712                          SUPERSEDED SURVEY CONTROL
 FC0712
 FC0712  NGVD 29 (??/??/92)  233.912  (m)          767.43   (f) ADJ UNCH    1 1
 FC0712
 FC0712.Superseded values are not recommended for survey control.
 FC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0712.See file dsdata.txt to determine how the superseded data were derived.
 FC0712
 FC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE219804(NAD 83)
 FC0712_MARKER: DB = BENCH MARK DISK
 FC0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0712_SP_SET: BRIDGE
 FC0712_STAMPING: Z 194 1950
 FC0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0712
 FC0712  HISTORY     - Date     Condition        Report By
 FC0712  HISTORY     - 1950     MONUMENTED       CGS
 FC0712  HISTORY     - 1968     GOOD             NGS
 FC0712  HISTORY     - 1972     GOOD             TVA
 FC0712
 FC0712                          STATION DESCRIPTION
 FC0712
 FC0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0712'1 MI NE FROM HARRIMAN.
 FC0712'ABOUT 0.1 MILE NORTHEAST ALONG ROANE STREET FROM THE POST
 FC0712'OFFICE AT HARRIMAN, THENCE 0.1 MILE NORTHWEST ALONG CRESCENT
 FC0712'STREET, THENCE 0.75 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY,
 FC0712'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 FC0712'ABUTMENT OF A RAILROAD BRIDGE OVER AN EMBAYMENT OF WATTS BAR
 FC0712'LAKE, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, 33 FEET NORTHEAST
 FC0712'OF THE NORTHEAST END OF THE STEEL CENTER SPAN OF THE BRIDGE,
 FC0712'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 FC0712
 FC0712                          STATION RECOVERY (1972)
 FC0712
 FC0712'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0631 ***********************************************************************
 FC0631  DESIGNATION -  Z 195
 FC0631  PID         -  FC0631
 FC0631  STATE/COUNTY-  TN/ROANE
 FC0631  USGS QUAD   -  HARRIMAN (1980)
 FC0631
 FC0631                         *CURRENT SURVEY CONTROL
 FC0631  ___________________________________________________________________
 FC0631* NAD 83(1986)-  35 56 02.     (N)    084 33 16.     (W)     SCALED    
 FC0631* NAVD 88     -       235.067  (meters)     771.22   (feet)  ADJUSTED  
 FC0631  ___________________________________________________________________
 FC0631  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0631  DYNAMIC HT  -         234.852 (meters)     770.51  (feet)  COMP
 FC0631  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FC0631
 FC0631  VERT ORDER  -  FIRST     CLASS I
 FC0631
 FC0631.The horizontal coordinates were scaled from a topographic map and have
 FC0631.an estimated accuracy of +/- 6 seconds.
 FC0631
 FC0631.The orthometric height was determined by differential leveling
 FC0631.and adjusted by the National Geodetic Survey in June 1991..
 FC0631
 FC0631.The geoid height was determined by GEOID03.
 FC0631
 FC0631.The dynamic height is computed by dividing the NAVD 88
 FC0631.geopotential number by the normal gravity value computed on the
 FC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0631.degrees latitude (g = 980.6199 gals.).
 FC0631
 FC0631.The modeled gravity was interpolated from observed gravity values.
 FC0631
 FC0631;                    North         East    Units  Estimated Accuracy
 FC0631;SPC TN       -   178,540.      730,430.      MT  (+/- 180 meters Scaled)
 FC0631
 FC0631                          SUPERSEDED SURVEY CONTROL
 FC0631
 FC0631  NGVD 29 (??/??/92)  235.182  (m)          771.59   (f) ADJ UNCH    1 1
 FC0631
 FC0631.Superseded values are not recommended for survey control.
 FC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0631.See file dsdata.txt to determine how the superseded data were derived.
 FC0631
 FC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE206793(NAD 83)
 FC0631_MARKER: DB = BENCH MARK DISK
 FC0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0631_SP_SET: PIER BRIDGE
 FC0631_STAMPING: Z 195 1950
 FC0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0631
 FC0631  HISTORY     - Date     Condition        Report By
 FC0631  HISTORY     - 1950     MONUMENTED       CGS
 FC0631  HISTORY     - 1968     GOOD             NGS
 FC0631  HISTORY     - 1972     GOOD             TVA
 FC0631
 FC0631                          STATION DESCRIPTION
 FC0631
 FC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0631'0.5 MI W FROM HARRIMAN.
 FC0631'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST
 FC0631'OFFICE AT HARRIMAN, THENCE 0.1 MILE NORTHWEST ALONG CARTER STREET,
 FC0631'AT THE CARTER STREET UNDERPASS FOR THE TENNESSEE CENTRAL RAILWAY,
 FC0631'SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHWEST CONCRETE
 FC0631'PIER OF THE UNDERPASS, 16 FEET SOUTHWEST OF THE CENTERLINE OF
 FC0631'THE STREET, 3 FEET NORTHWEST OF THE SOUTHEAST END OF THE PIER,
 FC0631'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET.
 FC0631
 FC0631                          STATION RECOVERY (1972)
 FC0631
 FC0631'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0915 ***********************************************************************
 GB0915  DESIGNATION -  Z 196
 GB0915  PID         -  GB0915
 GB0915  STATE/COUNTY-  TN/SCOTT
 GB0915  USGS QUAD   -  ROBBINS (1980)
 GB0915
 GB0915                         *CURRENT SURVEY CONTROL
 GB0915  ___________________________________________________________________
 GB0915* NAD 83(1986)-  36 21 11.     (N)    084 35 22.     (W)     SCALED    
 GB0915* NAVD 88     -       418.651  (meters)    1373.52   (feet)  ADJUSTED  
 GB0915  ___________________________________________________________________
 GB0915  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0915  DYNAMIC HT  -         418.290 (meters)    1372.34  (feet)  COMP
 GB0915  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 GB0915
 GB0915  VERT ORDER  -  FIRST     CLASS I
 GB0915
 GB0915.The horizontal coordinates were scaled from a topographic map and have
 GB0915.an estimated accuracy of +/- 6 seconds.
 GB0915
 GB0915.The orthometric height was determined by differential leveling
 GB0915.and adjusted by the National Geodetic Survey in June 1991..
 GB0915
 GB0915.The geoid height was determined by GEOID03.
 GB0915
 GB0915.The dynamic height is computed by dividing the NAVD 88
 GB0915.geopotential number by the normal gravity value computed on the
 GB0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0915.degrees latitude (g = 980.6199 gals.).
 GB0915
 GB0915.The modeled gravity was interpolated from observed gravity values.
 GB0915
 GB0915;                    North         East    Units  Estimated Accuracy
 GB0915;SPC TN       -   225,000.      726,610.      MT  (+/- 180 meters Scaled)
 GB0915
 GB0915                          SUPERSEDED SURVEY CONTROL
 GB0915
 GB0915  NGVD 29 (??/??/92)  418.780  (m)         1373.95   (f) ADJ UNCH    1 1
 GB0915
 GB0915.Superseded values are not recommended for survey control.
 GB0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0915.See file dsdata.txt to determine how the superseded data were derived.
 GB0915
 GB0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF163258(NAD 83)
 GB0915_MARKER: DB = BENCH MARK DISK
 GB0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0915_STAMPING: Z 196 1950
 GB0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0915+STABILITY: SURFACE MOTION
 GB0915
 GB0915  HISTORY     - Date     Condition        Report By
 GB0915  HISTORY     - 1950     MONUMENTED       CGS
 GB0915  HISTORY     - 1968     GOOD             NGS
 GB0915
 GB0915                          STATION DESCRIPTION
 GB0915
 GB0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0915'AT ROBBINS.
 GB0915'AT ROBBINS, ALONG THE SOUTHERN RAILWAY, 106 FEET NORTH OF THE
 GB0915'NORTHWEST CORNER OF THE STATION, 223 FEET NORTHEAST AND ACROSS
 GB0915'THE TRACKS FROM MILEPOST 222, 84 FEET NORTHEAST OF THE CENTER
 GB0915'OF A CROSSING OF THE EAST TRACK AND A PAVED ROAD, 33 FEET EAST
 GB0915'OF THE EAST RAIL OF THE EAST TRACK, 39 FEET WEST OF THE
 GB0915'CENTERLINE OF U.S. HIGHWAY 27, 23 1/2 FEET SOUTH OF A TELEPHONE
 GB0915'POLE, ABOUT 1 FOOT ABOVE THE TRACK, AND SET IN THE TOP OF A
 GB0915'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0005 ***********************************************************************
 GB0005  DESIGNATION -  Z 197
 GB0005  PID         -  GB0005
 GB0005  STATE/COUNTY-  TN/SCOTT
 GB0005  USGS QUAD   -  WINFIELD (1982)
 GB0005
 GB0005                         *CURRENT SURVEY CONTROL
 GB0005  ___________________________________________________________________
 GB0005* NAD 83(1986)-  36 31 49.     (N)    084 29 12.     (W)     SCALED    
 GB0005* NAVD 88     -       447.123  (meters)    1466.94   (feet)  ADJUSTED  
 GB0005  ___________________________________________________________________
 GB0005  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GB0005  DYNAMIC HT  -         446.743 (meters)    1465.69  (feet)  COMP
 GB0005  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GB0005
 GB0005  VERT ORDER  -  FIRST     CLASS I
 GB0005
 GB0005.The horizontal coordinates were scaled from a topographic map and have
 GB0005.an estimated accuracy of +/- 6 seconds.
 GB0005
 GB0005.The orthometric height was determined by differential leveling
 GB0005.and adjusted by the National Geodetic Survey in June 1991..
 GB0005
 GB0005.The geoid height was determined by GEOID03.
 GB0005
 GB0005.The dynamic height is computed by dividing the NAVD 88
 GB0005.geopotential number by the normal gravity value computed on the
 GB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0005.degrees latitude (g = 980.6199 gals.).
 GB0005
 GB0005.The modeled gravity was interpolated from observed gravity values.
 GB0005
 GB0005;                    North         East    Units  Estimated Accuracy
 GB0005;SPC TN       -   244,800.      735,530.      MT  (+/- 180 meters Scaled)
 GB0005
 GB0005                          SUPERSEDED SURVEY CONTROL
 GB0005
 GB0005  NGVD 29 (??/??/92)  447.247  (m)         1467.34   (f) ADJ UNCH    1 1
 GB0005
 GB0005.Superseded values are not recommended for survey control.
 GB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0005.See file dsdata.txt to determine how the superseded data were derived.
 GB0005
 GB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF250457(NAD 83)
 GB0005_MARKER: DB = BENCH MARK DISK
 GB0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0005_STAMPING: Z 197 1950
 GB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0005+STABILITY: SURFACE MOTION
 GB0005
 GB0005  HISTORY     - Date     Condition        Report By
 GB0005  HISTORY     - 1950     MONUMENTED       CGS
 GB0005  HISTORY     - 1968     GOOD             NGS
 GB0005
 GB0005                          STATION DESCRIPTION
 GB0005
 GB0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0005'3 MI S FROM WINFIELD.
 GB0005'ABOUT 2.95 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0005'OFFICE AT WINFIELD, OR ABOUT 2.9 MILES NORTH ALONG THE SOUTHERN
 GB0005'RAILWAY FROM THE STATION AT ONEIDA, 16 YARDS SOUTHWEST OF THE
 GB0005'NORTHEAST END OF A CUT FOR THE RAILROAD, 55 FEET NORTHWEST OF
 GB0005'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 188 FEET SOUTHEAST
 GB0005'OF THE SOUTH CORNER OF A FRAME HOUSE, 1.0 FOOT NORTHEAST OF A
 GB0005'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK,
 GB0005'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0138 ***********************************************************************
 FE0138  DESIGNATION -  Z 20
 FE0138  PID         -  FE0138
 FE0138  STATE/COUNTY-  TN/DECATUR
 FE0138  USGS QUAD   -  PERRYVILLE (1986)
 FE0138
 FE0138                         *CURRENT SURVEY CONTROL
 FE0138  ___________________________________________________________________
 FE0138* NAD 83(1986)-  35 37 06.     (N)    088 02 20.     (W)     SCALED    
 FE0138* NAVD 88     -       113.918  (meters)     373.75   (feet)  ADJUSTED  
 FE0138  ___________________________________________________________________
 FE0138  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0138  DYNAMIC HT  -         113.818 (meters)     373.42  (feet)  COMP
 FE0138  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FE0138
 FE0138  VERT ORDER  -  SECOND    CLASS 0
 FE0138
 FE0138.The horizontal coordinates were scaled from a topographic map and have
 FE0138.an estimated accuracy of +/- 6 seconds.
 FE0138
 FE0138.The orthometric height was determined by differential leveling
 FE0138.and adjusted by the National Geodetic Survey in June 1991..
 FE0138
 FE0138.The geoid height was determined by GEOID03.
 FE0138
 FE0138.The dynamic height is computed by dividing the NAVD 88
 FE0138.geopotential number by the normal gravity value computed on the
 FE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0138.degrees latitude (g = 980.6199 gals.).
 FE0138
 FE0138.The modeled gravity was interpolated from observed gravity values.
 FE0138
 FE0138;                    North         East    Units  Estimated Accuracy
 FE0138;SPC TN       -   144,490.      415,310.      MT  (+/- 180 meters Scaled)
 FE0138
 FE0138                          SUPERSEDED SURVEY CONTROL
 FE0138
 FE0138  NGVD 29 (??/??/??)  113.933  (m)          373.80   (f) ADJUSTED    2 0
 FE0138
 FE0138.Superseded values are not recommended for survey control.
 FE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0138.See file dsdata.txt to determine how the superseded data were derived.
 FE0138
 FE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE059421(NAD 83)
 FE0138_MARKER: DB = BENCH MARK DISK
 FE0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0138_STAMPING: 373.335 Z 20 1934
 FE0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0138+STABILITY: SURFACE MOTION
 FE0138
 FE0138  HISTORY     - Date     Condition        Report By
 FE0138  HISTORY     - 1934     MONUMENTED       CGS
 FE0138  HISTORY     - 1947     MARK NOT FOUND   CGS
 FE0138
 FE0138                          STATION DESCRIPTION
 FE0138
 FE0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0138'AT PERRYVILLE.
 FE0138'AT PERRYVILLE, DECATUR COUNTY, ON THE ABANDONED NASHVILLE,
 FE0138'CHATTANOOGA AND ST. LOUIS RAILWAY, 65 FEET SOUTHEAST OF THE SITE
 FE0138'OF THE STATION, 22 FEET SOUTH OF THE OLD ROADBED, AND AT A FENCE
 FE0138'CORNER AND PROPERTY LINE.  A STANDARD DISK, STAMPED 373.335 Z 20
 FE0138'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS
 FE0138'NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0146 ***********************************************************************
 GB0146  DESIGNATION -  Z 201
 GB0146  PID         -  GB0146
 GB0146  STATE/COUNTY-  TN/CAMPBELL
 GB0146  USGS QUAD   -  JELLICO WEST (1979)
 GB0146
 GB0146                         *CURRENT SURVEY CONTROL
 GB0146  ___________________________________________________________________
 GB0146* NAD 83(1986)-  36 31 20.     (N)    084 11 51.     (W)     SCALED    
 GB0146* NAVD 88     -       325.396  (meters)    1067.57   (feet)  ADJUSTED  
 GB0146  ___________________________________________________________________
 GB0146  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GB0146  DYNAMIC HT  -         325.108 (meters)    1066.63  (feet)  COMP
 GB0146  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 GB0146
 GB0146  VERT ORDER  -  SECOND    CLASS 0
 GB0146
 GB0146.The horizontal coordinates were scaled from a topographic map and have
 GB0146.an estimated accuracy of +/- 6 seconds.
 GB0146
 GB0146.The orthometric height was determined by differential leveling
 GB0146.and adjusted by the National Geodetic Survey in June 1991..
 GB0146
 GB0146.The geoid height was determined by GEOID03.
 GB0146
 GB0146.The dynamic height is computed by dividing the NAVD 88
 GB0146.geopotential number by the normal gravity value computed on the
 GB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0146.degrees latitude (g = 980.6199 gals.).
 GB0146
 GB0146.The modeled gravity was interpolated from observed gravity values.
 GB0146
 GB0146;                    North         East    Units  Estimated Accuracy
 GB0146;SPC TN       -   244,350.      761,440.      MT  (+/- 180 meters Scaled)
 GB0146
 GB0146                          SUPERSEDED SURVEY CONTROL
 GB0146
 GB0146  NGVD 29 (??/??/92)  325.524  (m)         1067.99   (f) ADJ UNCH    2 0
 GB0146
 GB0146.Superseded values are not recommended for survey control.
 GB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0146.See file dsdata.txt to determine how the superseded data were derived.
 GB0146
 GB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF509455(NAD 83)
 GB0146_MARKER: DB = BENCH MARK DISK
 GB0146_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0146_SP_SET: UNSPECIFIED ROCK
 GB0146_STAMPING: Z 201 1951
 GB0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0146
 GB0146  HISTORY     - Date     Condition        Report By
 GB0146  HISTORY     - 1951     MONUMENTED       CGS
 GB0146  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0146
 GB0146                          STATION DESCRIPTION
 GB0146
 GB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0146'3 MI SW FROM NEWCOMB.
 GB0146'ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0146'STATION AT NEWCOMB, ABOUT 4.1 MILES NORTHEAST OF THE STATION
 GB0146'AT ELK VALLEY, ALONG A SHORT SOUTHWEST-NORTHEAST TANGENT IN
 GB0146'THE TRACK, 138 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM
 GB0146'MILE POST 59, SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT
 GB0146'IS PART OF A BLUFF NORTHWEST OF TRACK, 23 FEET NORTHWEST OF THE
 GB0146'NORTHWEST RAIL, ABOUT 1 FOOT ABOVE THE GROUND AND ABOUT 2 FEET
 GB0146'ABOVE THE TRACK.  NOTE-- THE MARK IS ISOLATED AND COULD NOT
 GB0146'BE REACHED.  IT IS PROBABLY GOOD.
 GB0146
 GB0146                          STATION RECOVERY (1957)
 GB0146
 GB0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1396 ***********************************************************************
 GB1396  DESIGNATION -  Z 202
 GB1396  PID         -  GB1396
 GB1396  STATE/COUNTY-  TN/PICKETT
 GB1396  USGS QUAD   -  PALL MALL (1986)
 GB1396
 GB1396                         *CURRENT SURVEY CONTROL
 GB1396  ___________________________________________________________________
 GB1396* NAD 83(1986)-  36 35 01.     (N)    084 59 50.     (W)     SCALED    
 GB1396* NAVD 88     -       276.236  (meters)     906.28   (feet)  ADJUSTED  
 GB1396  ___________________________________________________________________
 GB1396  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GB1396  DYNAMIC HT  -         276.000 (meters)     905.51  (feet)  COMP
 GB1396  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GB1396
 GB1396  VERT ORDER  -  SECOND    CLASS 0
 GB1396
 GB1396.The horizontal coordinates were scaled from a topographic map and have
 GB1396.an estimated accuracy of +/- 6 seconds.
 GB1396
 GB1396.The orthometric height was determined by differential leveling
 GB1396.and adjusted by the National Geodetic Survey in June 1991..
 GB1396
 GB1396.The geoid height was determined by GEOID03.
 GB1396
 GB1396.The dynamic height is computed by dividing the NAVD 88
 GB1396.geopotential number by the normal gravity value computed on the
 GB1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1396.degrees latitude (g = 980.6199 gals.).
 GB1396
 GB1396.The modeled gravity was interpolated from observed gravity values.
 GB1396
 GB1396;                    North         East    Units  Estimated Accuracy
 GB1396;SPC TN       -   250,130.      689,750.      MT  (+/- 180 meters Scaled)
 GB1396
 GB1396                          SUPERSEDED SURVEY CONTROL
 GB1396
 GB1396  NGVD 29 (??/??/92)  276.364  (m)          906.70   (f) ADJ UNCH    2 0
 GB1396
 GB1396.Superseded values are not recommended for survey control.
 GB1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1396.See file dsdata.txt to determine how the superseded data were derived.
 GB1396
 GB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF791505(NAD 83)
 GB1396_MARKER: DB = BENCH MARK DISK
 GB1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1396_STAMPING: Z 202 1951 906.704
 GB1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1396+STABILITY: SURFACE MOTION
 GB1396
 GB1396  HISTORY     - Date     Condition        Report By
 GB1396  HISTORY     - 1951     MONUMENTED       CGS
 GB1396  HISTORY     - 1958     GOOD             NGS
 GB1396
 GB1396                          STATION DESCRIPTION
 GB1396
 GB1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1396'1.6 MI N FROM FORBUS.
 GB1396'ABOUT 1.65 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 GB1396'AND JUNCTION OF STATE HIGHWAY 28 AT FORBUS, ABOUT 0.3 MILE
 GB1396'SOUTH OF TRAVISVILLE SCHOOL, 32 FEET NORTHEAST OF CENTER LINE
 GB1396'OF ROAD, 40 FEET EAST OF CENTER OF JUNCTION OF A ROAD NORTHEAST,
 GB1396'25 FEET SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST, 23 FEET
 GB1396'SOUTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2
 GB1396'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 GB1396'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1396
 GB1396                          STATION RECOVERY (1958)
 GB1396
 GB1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1372 ***********************************************************************
 GB1372  DESIGNATION -  Z 203
 GB1372  PID         -  GB1372
 GB1372  STATE/COUNTY-  TN/PICKETT
 GB1372  USGS QUAD   -  MOODYVILLE (1962)
 GB1372
 GB1372                         *CURRENT SURVEY CONTROL
 GB1372  ___________________________________________________________________
 GB1372* NAD 83(1986)-  36 33 54.     (N)    085 01 31.     (W)     SCALED    
 GB1372* NAVD 88     -       312.230  (meters)    1024.37   (feet)  ADJUSTED  
 GB1372  ___________________________________________________________________
 GB1372  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1372  DYNAMIC HT  -         311.961 (meters)    1023.49  (feet)  COMP
 GB1372  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1372
 GB1372  VERT ORDER  -  SECOND    CLASS 0
 GB1372
 GB1372.The horizontal coordinates were scaled from a topographic map and have
 GB1372.an estimated accuracy of +/- 6 seconds.
 GB1372
 GB1372.The orthometric height was determined by differential leveling
 GB1372.and adjusted by the National Geodetic Survey in June 1991..
 GB1372
 GB1372.The geoid height was determined by GEOID03.
 GB1372
 GB1372.The dynamic height is computed by dividing the NAVD 88
 GB1372.geopotential number by the normal gravity value computed on the
 GB1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1372.degrees latitude (g = 980.6199 gals.).
 GB1372
 GB1372.The modeled gravity was interpolated from observed gravity values.
 GB1372
 GB1372;                    North         East    Units  Estimated Accuracy
 GB1372;SPC TN       -   248,040.      687,260.      MT  (+/- 180 meters Scaled)
 GB1372
 GB1372                          SUPERSEDED SURVEY CONTROL
 GB1372
 GB1372  NGVD 29 (??/??/92)  312.354  (m)         1024.78   (f) ADJ UNCH    2 0
 GB1372
 GB1372.Superseded values are not recommended for survey control.
 GB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1372.See file dsdata.txt to determine how the superseded data were derived.
 GB1372
 GB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF767484(NAD 83)
 GB1372_MARKER: DB = BENCH MARK DISK
 GB1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1372_STAMPING: Z 203 1951 1024.781
 GB1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1372+STABILITY: SURFACE MOTION
 GB1372
 GB1372  HISTORY     - Date     Condition        Report By
 GB1372  HISTORY     - 1951     MONUMENTED       CGS
 GB1372  HISTORY     - 1958     GOOD             NGS
 GB1372
 GB1372                          STATION DESCRIPTION
 GB1372
 GB1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1372'1 MI W FROM FORBUS.
 GB1372'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1372'AT FORBUS, ABOUT 0.75 MILE WEST OF FENTRESS-PICKETT COUNTY LINE,
 GB1372'ABOUT 0.2 MILE WEST OF DAVIDSON SCHOOL, 36 FEET SOUTHEAST OF
 GB1372'CENTER LINE OF HIGHWAY, 36 FEET EAST AND ACROSS A DRIVE SOUTH
 GB1372'FROM THE JUNCTION OF A GRAVEL ROAD SOUTH, 14 FEET EAST OF
 GB1372'CENTER LINE OF GRAVEL ROAD SOUTH, 97 FEET NORTH OF NORTHEAST
 GB1372'CORNER OF RESIDENCE OF B.L. GUTHRIE, 15 FEET SOUTHWEST OF A
 GB1372'POWER POLE, 2 1/2 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET
 GB1372'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY
 GB1372'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1372
 GB1372                          STATION RECOVERY (1958)
 GB1372
 GB1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0201 ***********************************************************************
 FE0201  DESIGNATION -  Z 21
 FE0201  PID         -  FE0201
 FE0201  STATE/COUNTY-  TN/HARDIN
 FE0201  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0201
 FE0201                         *CURRENT SURVEY CONTROL
 FE0201  ___________________________________________________________________
 FE0201* NAD 83(1986)-  35 18 04.     (N)    088 19 17.     (W)     SCALED    
 FE0201* NAVD 88     -       143.822  (meters)     471.86   (feet)  ADJUSTED  
 FE0201  ___________________________________________________________________
 FE0201  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0201  DYNAMIC HT  -         143.692 (meters)     471.43  (feet)  COMP
 FE0201  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FE0201
 FE0201  VERT ORDER  -  SECOND    CLASS 0
 FE0201
 FE0201.The horizontal coordinates were scaled from a topographic map and have
 FE0201.an estimated accuracy of +/- 6 seconds.
 FE0201
 FE0201.The orthometric height was determined by differential leveling
 FE0201.and adjusted by the National Geodetic Survey in June 1991..
 FE0201
 FE0201.The geoid height was determined by GEOID03.
 FE0201
 FE0201.The dynamic height is computed by dividing the NAVD 88
 FE0201.geopotential number by the normal gravity value computed on the
 FE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0201.degrees latitude (g = 980.6199 gals.).
 FE0201
 FE0201.The modeled gravity was interpolated from observed gravity values.
 FE0201
 FE0201;                    North         East    Units  Estimated Accuracy
 FE0201;SPC TN       -   109,880.      388,890.      MT  (+/- 180 meters Scaled)
 FE0201
 FE0201                          SUPERSEDED SURVEY CONTROL
 FE0201
 FE0201  NGVD 29 (??/??/??)  143.831  (m)          471.89   (f) ADJUSTED    2 0
 FE0201
 FE0201.Superseded values are not recommended for survey control.
 FE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0201.See file dsdata.txt to determine how the superseded data were derived.
 FE0201
 FE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE798072(NAD 83)
 FE0201_MARKER: DB = BENCH MARK DISK
 FE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0201_STAMPING: 471 912 Z 21 1934
 FE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0201+STABILITY: SURFACE MOTION
 FE0201
 FE0201  HISTORY     - Date     Condition        Report By
 FE0201  HISTORY     - 1934     MONUMENTED       CGS
 FE0201  HISTORY     - 1949     GOOD             CGS
 FE0201  HISTORY     - 1973     GOOD             TVA
 FE0201
 FE0201                          STATION DESCRIPTION
 FE0201
 FE0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0201'AT RIGHT.
 FE0201'AT RIGHT, HARDIN COUNTY, ON STATE HIGHWAY 69, AT A TURN IN THE
 FE0201'HIGHWAY, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 FE0201'HOUSE OWNED IN 1934 BY MRS. K.M. WADE, AND 1 FOOT EAST OF THE
 FE0201'SOUTHWEST CORNER OF THE HOUSE.  A STANDARD DISK, STAMPED 471.
 FE0201'912 Z 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0201'NOTE-- MONUMENT SET 1.0 FT E OF WALL OF HOUSE ON RESIDENCE OF
 FE0201'E D HOLLEY.
 FE0201
 FE0201                          STATION RECOVERY (1973)
 FE0201
 FE0201'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1310 ***********************************************************************
 FE1310  DESIGNATION -  Z 212
 FE1310  PID         -  FE1310
 FE1310  STATE/COUNTY-  TN/FAYETTE
 FE1310  USGS QUAD   -  GALLAWAY (1981)
 FE1310
 FE1310                         *CURRENT SURVEY CONTROL
 FE1310  ___________________________________________________________________
 FE1310* NAD 83(1986)-  35 20 40.     (N)    089 31 26.     (W)     SCALED    
 FE1310* NAVD 88     -        92.938  (meters)     304.91   (feet)  ADJUSTED  
 FE1310  ___________________________________________________________________
 FE1310  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1310  DYNAMIC HT  -          92.855 (meters)     304.64  (feet)  COMP
 FE1310  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FE1310
 FE1310  VERT ORDER  -  SECOND    CLASS 0
 FE1310
 FE1310.The horizontal coordinates were scaled from a topographic map and have
 FE1310.an estimated accuracy of +/- 6 seconds.
 FE1310
 FE1310.The orthometric height was determined by differential leveling
 FE1310.and adjusted by the National Geodetic Survey in June 1991..
 FE1310
 FE1310.The geoid height was determined by GEOID03.
 FE1310
 FE1310.The dynamic height is computed by dividing the NAVD 88
 FE1310.geopotential number by the normal gravity value computed on the
 FE1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1310.degrees latitude (g = 980.6199 gals.).
 FE1310
 FE1310.The modeled gravity was interpolated from observed gravity values.
 FE1310
 FE1310;                    North         East    Units  Estimated Accuracy
 FE1310;SPC TN       -   117,950.      279,740.      MT  (+/- 180 meters Scaled)
 FE1310
 FE1310                          SUPERSEDED SURVEY CONTROL
 FE1310
 FE1310  NGVD 29 (??/??/??)   92.917  (m)          304.85   (f) ADJUSTED    2 0
 FE1310
 FE1310.Superseded values are not recommended for survey control.
 FE1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1310.See file dsdata.txt to determine how the superseded data were derived.
 FE1310
 FE1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE706141(NAD 83)
 FE1310_MARKER: DB = BENCH MARK DISK
 FE1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1310_STAMPING: Z 212 1958
 FE1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1310+STABILITY: SURFACE MOTION
 FE1310
 FE1310  HISTORY     - Date     Condition        Report By
 FE1310  HISTORY     - 1958     MONUMENTED       CGS
 FE1310
 FE1310                          STATION DESCRIPTION
 FE1310
 FE1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1310'3.8 MI SE FROM BRADEN.
 FE1310'3.2 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1310'CROSSING AT BRADEN, THENCE 0.15 MILE WEST ALONG A TRAIL ROAD,
 FE1310'THENCE 0.5 MILE SOUTH ALONG A TRAIL ROAD, 72.0 FT. NORTH OF THE
 FE1310'NORTH END OF A SMALL WOODEN BRIDGE, 10.8 FT. EAST OF THE CENTER
 FE1310'LINE OF A DIRT ROAD, 1.0 FT. EAST OF A FENCE, 1.8 FT. NORTH OF
 FE1310'A WHITE WOODEN WITNESS POST, A C AND GS DISK SET IN TOP OF A
 FE1310'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0825 ***********************************************************************
 FE0825  DESIGNATION -  Z 213
 FE0825  PID         -  FE0825
 FE0825  STATE/COUNTY-  TN/HAYWOOD
 FE0825  USGS QUAD   -  SUNNYHILL (1983)
 FE0825
 FE0825                         *CURRENT SURVEY CONTROL
 FE0825  ___________________________________________________________________
 FE0825* NAD 83(1986)-  35 32 23.     (N)    089 12 56.     (W)     SCALED    
 FE0825* NAVD 88     -       117.601  (meters)     385.83   (feet)  ADJUSTED  
 FE0825  ___________________________________________________________________
 FE0825  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE0825  DYNAMIC HT  -         117.497 (meters)     385.49  (feet)  COMP
 FE0825  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 FE0825
 FE0825  VERT ORDER  -  SECOND    CLASS 0
 FE0825
 FE0825.The horizontal coordinates were scaled from a topographic map and have
 FE0825.an estimated accuracy of +/- 6 seconds.
 FE0825
 FE0825.The orthometric height was determined by differential leveling
 FE0825.and adjusted by the National Geodetic Survey in June 1991..
 FE0825
 FE0825.The geoid height was determined by GEOID03.
 FE0825
 FE0825.The dynamic height is computed by dividing the NAVD 88
 FE0825.geopotential number by the normal gravity value computed on the
 FE0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0825.degrees latitude (g = 980.6199 gals.).
 FE0825
 FE0825.The modeled gravity was interpolated from observed gravity values.
 FE0825
 FE0825;                    North         East    Units  Estimated Accuracy
 FE0825;SPC TN       -   138,640.      308,460.      MT  (+/- 180 meters Scaled)
 FE0825
 FE0825                          SUPERSEDED SURVEY CONTROL
 FE0825
 FE0825  NGVD 29 (??/??/??)  117.610  (m)          385.86   (f) ADJUSTED    2 0
 FE0825
 FE0825.Superseded values are not recommended for survey control.
 FE0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0825.See file dsdata.txt to determine how the superseded data were derived.
 FE0825
 FE0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE991351(NAD 83)
 FE0825_MARKER: DB = BENCH MARK DISK
 FE0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0825_STAMPING: Z 213 1959
 FE0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0825+STABILITY: SURFACE MOTION
 FE0825
 FE0825  HISTORY     - Date     Condition        Report By
 FE0825  HISTORY     - 1959     MONUMENTED       CGS
 FE0825  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0825
 FE0825                          STATION DESCRIPTION
 FE0825
 FE0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0825'6.2 MI SE FROM BROWNSVILLE.
 FE0825'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0825'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0825'MILE EAST ON A PAVED ROAD, 99 FT. SOUTHEAST OF THE SOUTHEAST
 FE0825'CORNER OF A FRAME HOUSE, 21 FT. SOUTH OF THE CENTER OF A PAVED
 FE0825'ROAD, 3 FT. SOUTH OF A POWER LINE POLE, 0.8 FT. SOUTH OF A
 FE0825'FENCE LINE, 1.3 FT. WEST OF A WITNESS POST, A C AND GS DISK SET
 FE0825'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT LEVEL WITH
 FE0825'THE ROAD.
 FE0825
 FE0825                          STATION RECOVERY (2002)
 FE0825
 FE0825'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0645 ***********************************************************************
 FE0645  DESIGNATION -  Z 215
 FE0645  PID         -  FE0645
 FE0645  STATE/COUNTY-  TN/MADISON
 FE0645  USGS QUAD   -  CLAYBROOK (1980)
 FE0645
 FE0645                         *CURRENT SURVEY CONTROL
 FE0645  ___________________________________________________________________
 FE0645* NAD 83(1986)-  35 42 36.     (N)    088 39 46.     (W)     SCALED    
 FE0645* NAVD 88     -       168.298  (meters)     552.16   (feet)  ADJUSTED  
 FE0645  ___________________________________________________________________
 FE0645  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0645  DYNAMIC HT  -         168.148 (meters)     551.67  (feet)  COMP
 FE0645  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 FE0645
 FE0645  VERT ORDER  -  SECOND    CLASS 0
 FE0645
 FE0645.The horizontal coordinates were scaled from a topographic map and have
 FE0645.an estimated accuracy of +/- 6 seconds.
 FE0645
 FE0645.The orthometric height was determined by differential leveling
 FE0645.and adjusted by the National Geodetic Survey in June 1991..
 FE0645
 FE0645.The geoid height was determined by GEOID03.
 FE0645
 FE0645.The dynamic height is computed by dividing the NAVD 88
 FE0645.geopotential number by the normal gravity value computed on the
 FE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0645.degrees latitude (g = 980.6199 gals.).
 FE0645
 FE0645.The modeled gravity was interpolated from observed gravity values.
 FE0645
 FE0645;                    North         East    Units  Estimated Accuracy
 FE0645;SPC TN       -   156,020.      359,080.      MT  (+/- 180 meters Scaled)
 FE0645
 FE0645                          SUPERSEDED SURVEY CONTROL
 FE0645
 FE0645  NGVD 29 (??/??/??)  168.330  (m)          552.26   (f) ADJUSTED    2 0
 FE0645
 FE0645.Superseded values are not recommended for survey control.
 FE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0645.See file dsdata.txt to determine how the superseded data were derived.
 FE0645
 FE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE495530(NAD 83)
 FE0645_MARKER: DB = BENCH MARK DISK
 FE0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0645_STAMPING: Z 215 1959
 FE0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0645+STABILITY: SURFACE MOTION
 FE0645
 FE0645  HISTORY     - Date     Condition        Report By
 FE0645  HISTORY     - 1959     MONUMENTED       CGS
 FE0645  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0645
 FE0645                          STATION DESCRIPTION
 FE0645
 FE0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0645'19.3 MI NE FROM JACKSON.
 FE0645'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0645'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0645'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY
 FE0645'70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE 3.1
 FE0645'MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 0.55 MILE NORTH ALONG
 FE0645'HARTMAS LANE.  IT IS 21 FEET EAST OF THE CENTER OF A GRAVELED
 FE0645'ROAD, 8 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 1.3 FEET WEST
 FE0645'OF A FENCE LINE, 1.2 FEET NORTH-NORTHEAST OF A WITNESS SIGN.  THE
 FE0645'MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 FE0645'AND IS ABOUT LEVEL WITH THE ROAD.
 FE0645
 FE0645                          STATION RECOVERY (2002)
 FE0645
 FE0645'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0025 ***********************************************************************
 FE0025  DESIGNATION -  Z 216
 FE0025  PID         -  FE0025
 FE0025  STATE/COUNTY-  TN/DECATUR
 FE0025  USGS QUAD   -  HOLLADAY (1987)
 FE0025
 FE0025                         *CURRENT SURVEY CONTROL
 FE0025  ___________________________________________________________________
 FE0025* NAD 83(1986)-  35 49 12.     (N)    088 09 32.     (W)     SCALED    
 FE0025* NAVD 88     -       193.701  (meters)     635.50   (feet)  ADJUSTED  
 FE0025  ___________________________________________________________________
 FE0025  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0025  DYNAMIC HT  -         193.533 (meters)     634.95  (feet)  COMP
 FE0025  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 FE0025
 FE0025  VERT ORDER  -  SECOND    CLASS 0
 FE0025
 FE0025.The horizontal coordinates were scaled from a topographic map and have
 FE0025.an estimated accuracy of +/- 6 seconds.
 FE0025
 FE0025.The orthometric height was determined by differential leveling
 FE0025.and adjusted by the National Geodetic Survey in June 1991..
 FE0025
 FE0025.The geoid height was determined by GEOID03.
 FE0025
 FE0025.The dynamic height is computed by dividing the NAVD 88
 FE0025.geopotential number by the normal gravity value computed on the
 FE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0025.degrees latitude (g = 980.6199 gals.).
 FE0025
 FE0025.The modeled gravity was interpolated from observed gravity values.
 FE0025
 FE0025;                    North         East    Units  Estimated Accuracy
 FE0025;SPC TN       -   167,100.      404,930.      MT  (+/- 180 meters Scaled)
 FE0025
 FE0025                          SUPERSEDED SURVEY CONTROL
 FE0025
 FE0025  NGVD 29 (??/??/??)  193.722  (m)          635.57   (f) ADJUSTED    2 0
 FE0025
 FE0025.Superseded values are not recommended for survey control.
 FE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0025.See file dsdata.txt to determine how the superseded data were derived.
 FE0025
 FE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE953646(NAD 83)
 FE0025_MARKER: DB = BENCH MARK DISK
 FE0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0025_STAMPING: Z 216 1959
 FE0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0025+STABILITY: SURFACE MOTION
 FE0025
 FE0025  HISTORY     - Date     Condition        Report By
 FE0025  HISTORY     - 1959     MONUMENTED       CGS
 FE0025  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0025
 FE0025                          STATION DESCRIPTION
 FE0025
 FE0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0025'22.2 MI SE FROM YUMA.
 FE0025'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0025'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0025'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO
 FE0025'A T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0025'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0025'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILES
 FE0025'NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.9 MILES EAST AND
 FE0025'SOUTH ON ROBERTSON TRAIL, THENCE 1.5 MILE NORTHEAST ON SHILOH
 FE0025'TRAIL, THENCE 2.4 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE
 FE0025'1.1 MILE EAST ON A GRAVELED ROAD TO THE TOP OF A HILL, 160 FEET
 FE0025'NORTHWEST OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 32
 FE0025'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 27 FEET
 FE0025'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 2.6 FEET WEST OF A
 FE0025'WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FE0025'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL
 FE0025'WITH THE GRAVELED ROAD.
 FE0025
 FE0025                          STATION RECOVERY (1972)
 FE0025
 FE0025'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1128 ***********************************************************************
 FD1128  DESIGNATION -  Z 217
 FD1128  PID         -  FD1128
 FD1128  STATE/COUNTY-  TN/HUMPHREYS
 FD1128  USGS QUAD   -  LOBELVILLE (1968)
 FD1128
 FD1128                         *CURRENT SURVEY CONTROL
 FD1128  ___________________________________________________________________
 FD1128* NAD 83(1986)-  35 51 38.     (N)    087 49 20.     (W)     SCALED    
 FD1128* NAVD 88     -       127.083  (meters)     416.94   (feet)  ADJUSTED  
 FD1128  ___________________________________________________________________
 FD1128  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1128  DYNAMIC HT  -         126.973 (meters)     416.58  (feet)  COMP
 FD1128  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1128
 FD1128  VERT ORDER  -  SECOND    CLASS 0
 FD1128
 FD1128.The horizontal coordinates were scaled from a topographic map and have
 FD1128.an estimated accuracy of +/- 6 seconds.
 FD1128
 FD1128.The orthometric height was determined by differential leveling
 FD1128.and adjusted by the National Geodetic Survey in June 1991..
 FD1128
 FD1128.The geoid height was determined by GEOID03.
 FD1128
 FD1128.The dynamic height is computed by dividing the NAVD 88
 FD1128.geopotential number by the normal gravity value computed on the
 FD1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1128.degrees latitude (g = 980.6199 gals.).
 FD1128
 FD1128.The modeled gravity was interpolated from observed gravity values.
 FD1128
 FD1128;                    North         East    Units  Estimated Accuracy
 FD1128;SPC TN       -   170,980.      435,430.      MT  (+/- 180 meters Scaled)
 FD1128
 FD1128                          SUPERSEDED SURVEY CONTROL
 FD1128
 FD1128  NGVD 29 (??/??/92)  127.118  (m)          417.05   (f) ADJ UNCH    2 0
 FD1128
 FD1128.Superseded values are not recommended for survey control.
 FD1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1128.See file dsdata.txt to determine how the superseded data were derived.
 FD1128
 FD1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE257687(NAD 83)
 FD1128_MARKER: DB = BENCH MARK DISK
 FD1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1128_STAMPING: Z 217 1959
 FD1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1128+STABILITY: SURFACE MOTION
 FD1128
 FD1128  HISTORY     - Date     Condition        Report By
 FD1128  HISTORY     - 1959     MONUMENTED       CGS
 FD1128  HISTORY     - 1967     GOOD             NGS
 FD1128  HISTORY     - 1972     GOOD             TVA
 FD1128
 FD1128                          STATION DESCRIPTION
 FD1128
 FD1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1128'1.9 MI SSW FROM BUFFALO.
 FD1128'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1128'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1128'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVELED ROAD
 FD1128'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1128'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER
 FD1128'BUFFALO RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY
 FD1128'AND WEST ON GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 FD1128'IT IS 21 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 FD1128'ROAD, 19 FEET WEST OF THE CENTER OF A GATE AND FIELD ROAD,
 FD1128'2.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND ABOUT LEVEL
 FD1128'WITH THE SURFACE OF THE ROAD.  IT IS A STANDARD DISK SET IN THE
 FD1128'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FD1128'3 INCHES AND THE DISK IS STAMPED Z 217 1959.  NOTE-- STATION IS
 FD1128'0.55 MI S.W. ALONG GRAVEL ROAD FROM BLUE HOLE BRIDGE OVER
 FD1128'BUFFALO RIVER, AND ABOUT 175 FT S.E. FROM OLD HOUSE NOW BEING
 FD1128'USED AS STORAGE BARN, AND ABOUT 200 FT EAST OF LHT 1481 STATION
 FD1128'IS 1.05 SOUTH OF INT. HWY 13 AND I-40 ALONG GRAVEL ROAD RIGHT,
 FD1128'THENCE WEST AND SOUTH ALONG GRAVEL ROAD 1.15 MILES TO STATION
 FD1128'ON LEFT.
 FD1128
 FD1128                          STATION RECOVERY (1972)
 FD1128
 FD1128'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1432 ***********************************************************************
 GC1432  DESIGNATION -  Z 218
 GC1432  PID         -  GC1432
 GC1432  STATE/COUNTY-  TN/DICKSON
 GC1432  USGS QUAD   -  DICKSON (1986)
 GC1432
 GC1432                         *CURRENT SURVEY CONTROL
 GC1432  ___________________________________________________________________
 GC1432* NAD 83(1986)-  36 00 04.     (N)    087 29 18.     (W)     SCALED    
 GC1432* NAVD 88     -       237.620  (meters)     779.59   (feet)  ADJUSTED  
 GC1432  ___________________________________________________________________
 GC1432  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1432  DYNAMIC HT  -         237.411 (meters)     778.91  (feet)  COMP
 GC1432  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 GC1432
 GC1432  VERT ORDER  -  SECOND    CLASS 0
 GC1432
 GC1432.The horizontal coordinates were scaled from a topographic map and have
 GC1432.an estimated accuracy of +/- 6 seconds.
 GC1432
 GC1432.The orthometric height was determined by differential leveling
 GC1432.and adjusted by the National Geodetic Survey in June 1991..
 GC1432
 GC1432.The geoid height was determined by GEOID03.
 GC1432
 GC1432.The dynamic height is computed by dividing the NAVD 88
 GC1432.geopotential number by the normal gravity value computed on the
 GC1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1432.degrees latitude (g = 980.6199 gals.).
 GC1432
 GC1432.The modeled gravity was interpolated from observed gravity values.
 GC1432
 GC1432;                    North         East    Units  Estimated Accuracy
 GC1432;SPC TN       -   186,060.      465,820.      MT  (+/- 180 meters Scaled)
 GC1432
 GC1432                          SUPERSEDED SURVEY CONTROL
 GC1432
 GC1432  NGVD 29 (??/??/92)  237.621  (m)          779.59   (f) ADJ UNCH    2 0
 GC1432
 GC1432.Superseded values are not recommended for survey control.
 GC1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1432.See file dsdata.txt to determine how the superseded data were derived.
 GC1432
 GC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE559841(NAD 83)
 GC1432_MARKER: DB = BENCH MARK DISK
 GC1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1432_STAMPING: Z 218 1959
 GC1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1432+STABILITY: SURFACE MOTION
 GC1432
 GC1432  HISTORY     - Date     Condition        Report By
 GC1432  HISTORY     - 1959     MONUMENTED       CGS
 GC1432
 GC1432                          STATION DESCRIPTION
 GC1432
 GC1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1432'0.3 MI S FROM OAK GROVE.
 GC1432'0.3 MILE SOUTH OF A T JUNCTION IN OAK GROVE, A SMALL SETTLEMENT
 GC1432'ABOUT 7.8 MILES SOUTHWEST OF DICKSON ON HIGHWAY 48, 165 FT. EAST
 GC1432'OF THE SOUTHEAST CORNER OF A SMALL FRAME BUILDING, 40 FT. SOUTH
 GC1432'OF THE CENTER LINE OF STATE HIGHWAY 48, 32 FT. SOUTHEAST OF A
 GC1432'CURVE SIGN, 3 FT. NORTH OF A FENCE, 1.6 FT. SOUTH OF A WITNESS
 GC1432'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 GC1432'AND ABOUT 3 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0567 ***********************************************************************
 GC0567  DESIGNATION -  Z 219
 GC0567  PID         -  GC0567
 GC0567  STATE/COUNTY-  TN/DAVIDSON
 GC0567  USGS QUAD   -  BELLEVUE (1983)
 GC0567
 GC0567                         *CURRENT SURVEY CONTROL
 GC0567  ___________________________________________________________________
 GC0567* NAD 83(1986)-  36 05 06.     (N)    086 56 35.     (W)     SCALED    
 GC0567* NAVD 88     -       177.958  (meters)     583.85   (feet)  ADJUSTED  
 GC0567  ___________________________________________________________________
 GC0567  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC0567  DYNAMIC HT  -         177.803 (meters)     583.34  (feet)  COMP
 GC0567  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GC0567
 GC0567  VERT ORDER  -  SECOND    CLASS 0
 GC0567
 GC0567.The horizontal coordinates were scaled from a topographic map and have
 GC0567.an estimated accuracy of +/- 6 seconds.
 GC0567
 GC0567.The orthometric height was determined by differential leveling
 GC0567.and adjusted by the National Geodetic Survey in June 1991..
 GC0567
 GC0567.The geoid height was determined by GEOID03.
 GC0567
 GC0567.The dynamic height is computed by dividing the NAVD 88
 GC0567.geopotential number by the normal gravity value computed on the
 GC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0567.degrees latitude (g = 980.6199 gals.).
 GC0567
 GC0567.The modeled gravity was interpolated from observed gravity values.
 GC0567
 GC0567;                    North         East    Units  Estimated Accuracy
 GC0567;SPC TN       -   194,760.      515,070.      MT  (+/- 180 meters Scaled)
 GC0567
 GC0567                          SUPERSEDED SURVEY CONTROL
 GC0567
 GC0567  NGVD 29 (??/??/92)  177.980  (m)          583.92   (f) ADJ UNCH    2 0
 GC0567
 GC0567.Superseded values are not recommended for survey control.
 GC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0567.See file dsdata.txt to determine how the superseded data were derived.
 GC0567
 GC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE051933(NAD 83)
 GC0567_MARKER: DB = BENCH MARK DISK
 GC0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0567_STAMPING: Z 219 1959
 GC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0567+STABILITY: SURFACE MOTION
 GC0567
 GC0567  HISTORY     - Date     Condition        Report By
 GC0567  HISTORY     - 1959     MONUMENTED       CGS
 GC0567
 GC0567                          STATION DESCRIPTION
 GC0567
 GC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0567'8 MI SW FROM NASHVILLE.
 GC0567'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0567'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0567'HIGHWAY 70 N), THENCE 2.25 MILES SOUTH ON SAWYER-BROWN RD. TO
 GC0567'A SHARP CURVE IN THE ROAD, 27 FT. SOUTHEAST OF THE CENTER OF
 GC0567'SAWYER-BROWN RD., 9 FT. SOUTHWEST OF THE CENTER OF A ROAD LEADING
 GC0567'TO A FIELD, 2 FT. EAST OF A FENCE CORNER AND 1.5 FT. SOUTHEAST
 GC0567'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC0567'PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0727 ***********************************************************************
 FD0727  DESIGNATION -  Z 22
 FD0727  PID         -  FD0727
 FD0727  STATE/COUNTY-  TN/HICKMAN
 FD0727  USGS QUAD   -  CENTERVILLE (1987)
 FD0727
 FD0727                         *CURRENT SURVEY CONTROL
 FD0727  ___________________________________________________________________
 FD0727* NAD 83(1986)-  35 47 44.     (N)    087 29 03.     (W)     SCALED    
 FD0727* NAVD 88     -       217.600  (meters)     713.91   (feet)  ADJUSTED  
 FD0727  ___________________________________________________________________
 FD0727  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0727  DYNAMIC HT  -         217.409 (meters)     713.28  (feet)  COMP
 FD0727  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 FD0727
 FD0727  VERT ORDER  -  SECOND    CLASS 0
 FD0727
 FD0727.The horizontal coordinates were scaled from a topographic map and have
 FD0727.an estimated accuracy of +/- 6 seconds.
 FD0727
 FD0727.The orthometric height was determined by differential leveling
 FD0727.and adjusted by the National Geodetic Survey in June 1991..
 FD0727
 FD0727.The geoid height was determined by GEOID03.
 FD0727
 FD0727.The dynamic height is computed by dividing the NAVD 88
 FD0727.geopotential number by the normal gravity value computed on the
 FD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0727.degrees latitude (g = 980.6199 gals.).
 FD0727
 FD0727.The modeled gravity was interpolated from observed gravity values.
 FD0727
 FD0727;                    North         East    Units  Estimated Accuracy
 FD0727;SPC TN       -   163,250.      465,850.      MT  (+/- 180 meters Scaled)
 FD0727
 FD0727                          SUPERSEDED SURVEY CONTROL
 FD0727
 FD0727  NGVD 29 (??/??/92)  217.585  (m)          713.86   (f) ADJ UNCH    2 0
 FD0727
 FD0727.Superseded values are not recommended for survey control.
 FD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0727.See file dsdata.txt to determine how the superseded data were derived.
 FD0727
 FD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE562613(NAD 83)
 FD0727_MARKER: DB = BENCH MARK DISK
 FD0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0727_STAMPING: Z 22 1934
 FD0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0727+STABILITY: SURFACE MOTION
 FD0727
 FD0727  HISTORY     - Date     Condition        Report By
 FD0727  HISTORY     - 1934     MONUMENTED       CGS
 FD0727
 FD0727                          STATION DESCRIPTION
 FD0727
 FD0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0727'2.2 MI N FROM CENTERVILLE.
 FD0727'2.2 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0727'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 21-3/4 POLES SOUTH
 FD0727'OF MILEPOST 29, 7 RAILS SOUTH OF A ROAD CROSSING, ONE RAIL
 FD0727'SOUTH OF A WHISTLE POST, 50 FEET EAST OF A ROAD, AND 20 FEET
 FD0727'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FD0727'Z 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1025 ***********************************************************************
 GC1025  DESIGNATION -  Z 220
 GC1025  PID         -  GC1025
 GC1025  STATE/COUNTY-  TN/ROBERTSON
 GC1025  USGS QUAD   -  ORLINDA (1980)
 GC1025
 GC1025                         *CURRENT SURVEY CONTROL
 GC1025  ___________________________________________________________________
 GC1025* NAD 83(1986)-  36 30 25.     (N)    086 39 58.     (W)     SCALED    
 GC1025* NAVD 88     -       254.032  (meters)     833.44   (feet)  ADJUSTED  
 GC1025  ___________________________________________________________________
 GC1025  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC1025  DYNAMIC HT  -         253.817 (meters)     832.73  (feet)  COMP
 GC1025  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC1025
 GC1025  VERT ORDER  -  SECOND    CLASS 0
 GC1025
 GC1025.The horizontal coordinates were scaled from a topographic map and have
 GC1025.an estimated accuracy of +/- 6 seconds.
 GC1025
 GC1025.The orthometric height was determined by differential leveling
 GC1025.and adjusted by the National Geodetic Survey in June 1991..
 GC1025
 GC1025.The geoid height was determined by GEOID03.
 GC1025
 GC1025.The dynamic height is computed by dividing the NAVD 88
 GC1025.geopotential number by the normal gravity value computed on the
 GC1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1025.degrees latitude (g = 980.6199 gals.).
 GC1025
 GC1025.The modeled gravity was interpolated from observed gravity values.
 GC1025
 GC1025;                    North         East    Units  Estimated Accuracy
 GC1025;SPC TN       -   241,370.      540,330.      MT  (+/- 180 meters Scaled)
 GC1025
 GC1025                          SUPERSEDED SURVEY CONTROL
 GC1025
 GC1025  NGVD 29 (??/??/92)  254.098  (m)          833.65   (f) ADJ UNCH    2 0
 GC1025
 GC1025.Superseded values are not recommended for survey control.
 GC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1025.See file dsdata.txt to determine how the superseded data were derived.
 GC1025
 GC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF298402(NAD 83)
 GC1025_MARKER: DB = BENCH MARK DISK
 GC1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1025_STAMPING: Z 220 1959
 GC1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1025+STABILITY: SURFACE MOTION
 GC1025
 GC1025  HISTORY     - Date     Condition        Report By
 GC1025  HISTORY     - 1959     MONUMENTED       CGS
 GC1025
 GC1025                          STATION DESCRIPTION
 GC1025
 GC1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1025'4.6 MI NW FROM WHITE HOUSE.
 GC1025'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1025'31 W 0.15 MILE, THEN 1.65 MILES WEST ON STATE HIGHWAY 76, THEN
 GC1025'2.15 MILES NORTH ON INTERSTATE HIGHWAY 65, THEN 0.65 MILE
 GC1025'NORTHWEST ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 200 YARDS
 GC1025'NORTH OF A HOUSE, 24 FT. WEST OF THE CENTER OF THE PAVED ROAD,
 GC1025'3 FT. WEST OF A TELEPHONE POLE NO. 121, 2 FT. WEST OF A WITNESS
 GC1025'SIGN AND SET IN A FENCE CORNER IN THE TOP OF A CONCRETE POST
 GC1025'PROJECTING 2 INCHES, AND ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0604 ***********************************************************************
 GC0604  DESIGNATION -  Z 221
 GC0604  PID         -  GC0604
 GC0604  STATE/COUNTY-  TN/DAVIDSON
 GC0604  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0604
 GC0604                         *CURRENT SURVEY CONTROL
 GC0604  ___________________________________________________________________
 GC0604* NAD 83(1986)-  36 09 54.     (N)    086 48 56.     (W)     SCALED    
 GC0604* NAVD 88     -       148.709  (meters)     487.89   (feet)  ADJUSTED  
 GC0604  ___________________________________________________________________
 GC0604  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0604  DYNAMIC HT  -         148.581 (meters)     487.47  (feet)  COMP
 GC0604  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0604
 GC0604  VERT ORDER  -  FIRST     CLASS II
 GC0604
 GC0604.The horizontal coordinates were scaled from a topographic map and have
 GC0604.an estimated accuracy of +/- 6 seconds.
 GC0604
 GC0604.The orthometric height was determined by differential leveling
 GC0604.and adjusted by the National Geodetic Survey in June 1991..
 GC0604
 GC0604.The geoid height was determined by GEOID03.
 GC0604
 GC0604.The dynamic height is computed by dividing the NAVD 88
 GC0604.geopotential number by the normal gravity value computed on the
 GC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0604.degrees latitude (g = 980.6199 gals.).
 GC0604
 GC0604.The modeled gravity was interpolated from observed gravity values.
 GC0604
 GC0604;                    North         East    Units  Estimated Accuracy
 GC0604;SPC TN       -   203,530.      526,620.      MT  (+/- 180 meters Scaled)
 GC0604
 GC0604                          SUPERSEDED SURVEY CONTROL
 GC0604
 GC0604  NGVD 29 (??/??/92)  148.731  (m)          487.96   (f) ADJ UNCH    1 2
 GC0604
 GC0604.Superseded values are not recommended for survey control.
 GC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0604.See file dsdata.txt to determine how the superseded data were derived.
 GC0604
 GC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF165022(NAD 83)
 GC0604_MARKER: DB = BENCH MARK DISK
 GC0604_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC0604_STAMPING: Z 221 1959
 GC0604_MARK LOGO: CGS   
 GC0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0604
 GC0604  HISTORY     - Date     Condition        Report By
 GC0604  HISTORY     - 1959     MONUMENTED       CGS
 GC0604  HISTORY     - 1960     GOOD             NGS
 GC0604  HISTORY     - 1984     GOOD             NGS
 GC0604
 GC0604                          STATION DESCRIPTION
 GC0604
 GC0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0604'AT NASHVILLE.
 GC0604'THIS MARK IS LOCATED AT THE FORD GREEN SCHOOL WHICH IS IN THE
 GC0604'SOUTHEAST ANGLE OF THE INTERSECTION OF 26TH. AVENUE NORTH AND ALBION
 GC0604'STREET, A DISK DRILLED IN THE TOP OF THE CONCRETE STEPS LEADING
 GC0604'TO THE WEST ENTRANCE OF THE FORD GREEN SCHOOL, 0.6 FT. SOUTH OF
 GC0604'THE WEST EDGE OF THE STEPS AND 0.7 FT. WEST OF THE WEST EDGE OF THE
 GC0604'SCHOOL BUILDING.
 GC0604
 GC0604                          STATION RECOVERY (1984)
 GC0604
 GC0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0604'RECOVERED IN GOOD CONDITION.  NOTE, FORD GREEN SCHOOL IS NOW
 GC0604'UNOCCUPPIED, 0.8 METER (0.6 FT) SOUTH OF THE NORTH EDGE OF THE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0531 ***********************************************************************
 FD0531  DESIGNATION -  Z 222
 FD0531  PID         -  FD0531
 FD0531  STATE/COUNTY-  TN/WILLIAMSON
 FD0531  USGS QUAD   -  FRANKLIN (1981)
 FD0531
 FD0531                         *CURRENT SURVEY CONTROL
 FD0531  ___________________________________________________________________
 FD0531* NAD 83(1986)-  35 53 46.     (N)    086 49 32.     (W)     SCALED    
 FD0531* NAVD 88     -       205.291  (meters)     673.53   (feet)  ADJUSTED  
 FD0531  ___________________________________________________________________
 FD0531  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0531  DYNAMIC HT  -         205.110 (meters)     672.93  (feet)  COMP
 FD0531  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0531
 FD0531  VERT ORDER  -  SECOND    CLASS 0
 FD0531
 FD0531.The horizontal coordinates were scaled from a topographic map and have
 FD0531.an estimated accuracy of +/- 6 seconds.
 FD0531
 FD0531.The orthometric height was determined by differential leveling
 FD0531.and adjusted by the National Geodetic Survey in June 1991..
 FD0531
 FD0531.The geoid height was determined by GEOID03.
 FD0531
 FD0531.The dynamic height is computed by dividing the NAVD 88
 FD0531.geopotential number by the normal gravity value computed on the
 FD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0531.degrees latitude (g = 980.6199 gals.).
 FD0531
 FD0531.The modeled gravity was interpolated from observed gravity values.
 FD0531
 FD0531;                    North         East    Units  Estimated Accuracy
 FD0531;SPC TN       -   173,700.      525,470.      MT  (+/- 180 meters Scaled)
 FD0531
 FD0531                          SUPERSEDED SURVEY CONTROL
 FD0531
 FD0531  NGVD 29 (??/??/92)  205.277  (m)          673.48   (f) ADJ UNCH    2 0
 FD0531
 FD0531.Superseded values are not recommended for survey control.
 FD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0531.See file dsdata.txt to determine how the superseded data were derived.
 FD0531
 FD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE157724(NAD 83)
 FD0531_MARKER: DB = BENCH MARK DISK
 FD0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0531_STAMPING: Z 222 1960
 FD0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0531+STABILITY: SURFACE MOTION
 FD0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0531+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 FD0531
 FD0531  HISTORY     - Date     Condition        Report By
 FD0531  HISTORY     - 1960     MONUMENTED       CGS
 FD0531  HISTORY     - 20041206 GOOD             TVA
 FD0531
 FD0531                          STATION DESCRIPTION
 FD0531
 FD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0531'3.9 MI SE FROM FRANKLIN.
 FD0531'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0531'L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY 96,
 FD0531'THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST ON A
 FD0531'GRAVELED ROAD.  THE BENCH MARK IS ABOUT 260 FT. EAST OF THE CENTER
 FD0531'OF INTERSTATE HIGHWAY 65, 168 FT. WEST OF THE CENTER OF A GATE
 FD0531'LEADING TO A DRIVEWAY, 13 FT. NORTH OF THE CENTER OF THE GRAVELED
 FD0531'ROAD, 1 FT. NORTH OF A FENCE AND 1.8 FT. EAST OF A WITNESS SIGN.
 FD0531'THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES
 FD0531'AND ABOUT LEVEL WITH THE GRAVELED ROAD.
 FD0531
 FD0531                          STATION RECOVERY (2004)
 FD0531
 FD0531'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FD0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0571 ***********************************************************************
 FD0571  DESIGNATION -  Z 223
 FD0571  PID         -  FD0571
 FD0571  STATE/COUNTY-  TN/MAURY
 FD0571  USGS QUAD   -  CARTERS CREEK (1982)
 FD0571
 FD0571                         *CURRENT SURVEY CONTROL
 FD0571  ___________________________________________________________________
 FD0571* NAD 83(1986)-  35 43 02.     (N)    086 52 46.     (W)     SCALED    
 FD0571* NAVD 88     -       215.974  (meters)     708.57   (feet)  ADJUSTED  
 FD0571  ___________________________________________________________________
 FD0571  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD0571  DYNAMIC HT  -         215.783 (meters)     707.95  (feet)  COMP
 FD0571  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FD0571
 FD0571  VERT ORDER  -  SECOND    CLASS 0
 FD0571
 FD0571.The horizontal coordinates were scaled from a topographic map and have
 FD0571.an estimated accuracy of +/- 6 seconds.
 FD0571
 FD0571.The orthometric height was determined by differential leveling
 FD0571.and adjusted by the National Geodetic Survey in June 1991..
 FD0571
 FD0571.The geoid height was determined by GEOID03.
 FD0571
 FD0571.The dynamic height is computed by dividing the NAVD 88
 FD0571.geopotential number by the normal gravity value computed on the
 FD0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0571.degrees latitude (g = 980.6199 gals.).
 FD0571
 FD0571.The modeled gravity was interpolated from observed gravity values.
 FD0571
 FD0571;                    North         East    Units  Estimated Accuracy
 FD0571;SPC TN       -   153,900.      520,430.      MT  (+/- 180 meters Scaled)
 FD0571
 FD0571                          SUPERSEDED SURVEY CONTROL
 FD0571
 FD0571  NGVD 29 (??/??/92)  215.948  (m)          708.49   (f) ADJ UNCH    2 0
 FD0571
 FD0571.Superseded values are not recommended for survey control.
 FD0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0571.See file dsdata.txt to determine how the superseded data were derived.
 FD0571
 FD0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109525(NAD 83)
 FD0571_MARKER: DB = BENCH MARK DISK
 FD0571_SETTING: 66 = SET IN ROCK OUTCROP
 FD0571_SP_SET: BEDROCK
 FD0571_STAMPING: Z 223 1960
 FD0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0571+STABILITY: POSITION/ELEVATION WELL
 FD0571
 FD0571  HISTORY     - Date     Condition        Report By
 FD0571  HISTORY     - 1960     MONUMENTED       CGS
 FD0571
 FD0571                          STATION DESCRIPTION
 FD0571
 FD0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0571'6.3 MI SE FROM SPRING HILL.
 FD0571'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0571'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0571'31, THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 2.7 MILES SOUTH
 FD0571'ON INTERSTATE HIGHWAY 65.  THE BENCH MARK IS ABOUT 240 FT. WEST
 FD0571'OF THE CENTER OF INTERSTATE HIGHWAY 65, 70 FT. NORTHEAST OF A
 FD0571'SMALL CREEK IN A SMALL VALLEY, 34 FT. SOUTH OF A FENCE, AND 34
 FD0571'FT. SOUTH OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 FD0571'HOLE IN THE TOP OF A BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0395 ***********************************************************************
 FD0395  DESIGNATION -  Z 224
 FD0395  PID         -  FD0395
 FD0395  STATE/COUNTY-  TN/GILES
 FD0395  USGS QUAD   -  BRICK CHURCH (1981)
 FD0395
 FD0395                         *CURRENT SURVEY CONTROL
 FD0395  ___________________________________________________________________
 FD0395* NAD 83(1986)-  35 17 41.     (N)    086 53 42.     (W)     SCALED    
 FD0395* NAVD 88     -       239.829  (meters)     786.84   (feet)  ADJUSTED  
 FD0395  ___________________________________________________________________
 FD0395  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0395  DYNAMIC HT  -         239.607 (meters)     786.11  (feet)  COMP
 FD0395  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FD0395
 FD0395  VERT ORDER  -  SECOND    CLASS 0
 FD0395
 FD0395.The horizontal coordinates were scaled from a topographic map and have
 FD0395.an estimated accuracy of +/- 6 seconds.
 FD0395
 FD0395.The orthometric height was determined by differential leveling
 FD0395.and adjusted by the National Geodetic Survey in June 1991..
 FD0395
 FD0395.The geoid height was determined by GEOID03.
 FD0395
 FD0395.The dynamic height is computed by dividing the NAVD 88
 FD0395.geopotential number by the normal gravity value computed on the
 FD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0395.degrees latitude (g = 980.6199 gals.).
 FD0395
 FD0395.The modeled gravity was interpolated from observed gravity values.
 FD0395
 FD0395;                    North         East    Units  Estimated Accuracy
 FD0395;SPC TN       -   107,040.      518,590.      MT  (+/- 180 meters Scaled)
 FD0395
 FD0395                          SUPERSEDED SURVEY CONTROL
 FD0395
 FD0395  NGVD 29 (??/??/92)  239.806  (m)          786.76   (f) ADJ UNCH    2 0
 FD0395
 FD0395.Superseded values are not recommended for survey control.
 FD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0395.See file dsdata.txt to determine how the superseded data were derived.
 FD0395
 FD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE095057(NAD 83)
 FD0395_MARKER: DB = BENCH MARK DISK
 FD0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0395_STAMPING: Z 224 1960
 FD0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0395+STABILITY: SURFACE MOTION
 FD0395
 FD0395  HISTORY     - Date     Condition        Report By
 FD0395  HISTORY     - 1960     MONUMENTED       CGS
 FD0395
 FD0395                          STATION DESCRIPTION
 FD0395
 FD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0395'5.6 MI S FROM CORNERSVILLE.
 FD0395'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0395'HIGHWAY 31A FOR 4.45 MILES, THEN 1.1 MILES SOUTH ON INTERSTATE
 FD0395'HIGHWAY 65 TO THE INTERSECTION OF A BLACK TOP ROAD.  THE BENCH
 FD0395'MARK IS ABOUT 225 FT. WEST OF THE CENTER OF THE PROPOSED
 FD0395'INTERSTATE HIGHWAY, 24 FT. SOUTHWEST OF THE CENTER OF THE BLACK
 FD0395'TOP ROAD, 22 FT. NORTHWEST OF THE CENTER OF A GATE AND TRACK
 FD0395'ROAD, 12 FT. SOUTHEAST OF A POWER LINE POLE, 1 FT. NORTHEAST
 FD0395'OF A FENCE AND 1.3 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK
 FD0395'IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0698 ***********************************************************************
 GC0698  DESIGNATION -  Z 225
 GC0698  PID         -  GC0698
 GC0698  STATE/COUNTY-  TN/DAVIDSON
 GC0698  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0698
 GC0698                         *CURRENT SURVEY CONTROL
 GC0698  ___________________________________________________________________
 GC0698* NAD 83(1986)-  36 08 34.     (N)    086 38 59.     (W)     SCALED    
 GC0698* NAVD 88     -       145.619  (meters)     477.75   (feet)  ADJUSTED  
 GC0698  ___________________________________________________________________
 GC0698  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0698  DYNAMIC HT  -         145.495 (meters)     477.34  (feet)  COMP
 GC0698  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0698
 GC0698  VERT ORDER  -  SECOND    CLASS 0
 GC0698
 GC0698.The horizontal coordinates were scaled from a topographic map and have
 GC0698.an estimated accuracy of +/- 6 seconds.
 GC0698
 GC0698.The orthometric height was determined by differential leveling
 GC0698.and adjusted by the National Geodetic Survey in June 1991..
 GC0698
 GC0698.The geoid height was determined by GEOID03.
 GC0698
 GC0698.The dynamic height is computed by dividing the NAVD 88
 GC0698.geopotential number by the normal gravity value computed on the
 GC0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0698.degrees latitude (g = 980.6199 gals.).
 GC0698
 GC0698.The modeled gravity was interpolated from observed gravity values.
 GC0698
 GC0698;                    North         East    Units  Estimated Accuracy
 GC0698;SPC TN       -   200,950.      541,530.      MT  (+/- 180 meters Scaled)
 GC0698
 GC0698                          SUPERSEDED SURVEY CONTROL
 GC0698
 GC0698  NGVD 29 (??/??/92)  145.647  (m)          477.84   (f) ADJ UNCH    2 0
 GC0698
 GC0698.Superseded values are not recommended for survey control.
 GC0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0698.See file dsdata.txt to determine how the superseded data were derived.
 GC0698
 GC0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE315998(NAD 83)
 GC0698_MARKER: DB = BENCH MARK DISK
 GC0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0698_STAMPING: Z 225 1960
 GC0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0698+STABILITY: SURFACE MOTION
 GC0698
 GC0698  HISTORY     - Date     Condition        Report By
 GC0698  HISTORY     - 1960     MONUMENTED       CGS
 GC0698
 GC0698                          STATION DESCRIPTION
 GC0698
 GC0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0698'10 MI E FROM NASHVILLE.
 GC0698'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0698'SOUTHEAST ON THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0698'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0698'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0698'MILE EAST ON ELM HILL PIKE, THEN 1.3 MILES SOUTHEAST ON DABBS
 GC0698'AVENUE, THEN 2.0 MILE EAST ON INTERSTATE HIGHWAY 40 TO THE
 GC0698'INTERSECTION OF ELM HILL ROAD.  THE BENCH MARK IS ABOUT 250 FT.
 GC0698'NORTHWEST OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 157
 GC0698'FT. EAST OF THE CENTER OF THE T JUNCTION OF MC CROY CREEK DRIVE
 GC0698'AND ELM HILL PIKE, 15 FT. NORTH OF THE CENTER OF ELM HILL PIKE,
 GC0698'91 FT. NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 5 FT. EAST OF
 GC0698'A POWER LINE POLE NUMBER 75 WITH A GUY WIRE, 0.5 NORTH OF A
 GC0698'FENCE, AND 2 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GC0698'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT
 GC0698'LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS ABOUT 1.5 MILES
 GC0698'SOUTHWEST ON INTERSTATE HIGHWAY 40 FROM STEWART 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0272 ***********************************************************************
 GC0272  DESIGNATION -  Z 226
 GC0272  PID         -  GC0272
 GC0272  STATE/COUNTY-  TN/WILSON
 GC0272  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0272
 GC0272                         *CURRENT SURVEY CONTROL
 GC0272  ___________________________________________________________________
 GC0272* NAD 83(1986)-  36 11 34.     (N)    086 14 08.     (W)     SCALED    
 GC0272* NAVD 88     -       170.110  (meters)     558.10   (feet)  ADJUSTED  
 GC0272  ___________________________________________________________________
 GC0272  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0272  DYNAMIC HT  -         169.968 (meters)     557.64  (feet)  COMP
 GC0272  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GC0272
 GC0272  VERT ORDER  -  SECOND    CLASS 0
 GC0272
 GC0272.The horizontal coordinates were scaled from a topographic map and have
 GC0272.an estimated accuracy of +/- 6 seconds.
 GC0272
 GC0272.The orthometric height was determined by differential leveling
 GC0272.and adjusted by the National Geodetic Survey in June 1991..
 GC0272
 GC0272.The geoid height was determined by GEOID03.
 GC0272
 GC0272.The dynamic height is computed by dividing the NAVD 88
 GC0272.geopotential number by the normal gravity value computed on the
 GC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0272.degrees latitude (g = 980.6199 gals.).
 GC0272
 GC0272.The modeled gravity was interpolated from observed gravity values.
 GC0272
 GC0272;                    North         East    Units  Estimated Accuracy
 GC0272;SPC TN       -   206,330.      578,810.      MT  (+/- 180 meters Scaled)
 GC0272
 GC0272                          SUPERSEDED SURVEY CONTROL
 GC0272
 GC0272  NGVD 29 (??/??/92)  170.173  (m)          558.31   (f) ADJ UNCH    2 0
 GC0272
 GC0272.Superseded values are not recommended for survey control.
 GC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0272.See file dsdata.txt to determine how the superseded data were derived.
 GC0272
 GC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF687056(NAD 83)
 GC0272_MARKER: DB = BENCH MARK DISK
 GC0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0272_STAMPING: Z 226 1960
 GC0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0272+STABILITY: SURFACE MOTION
 GC0272
 GC0272  HISTORY     - Date     Condition        Report By
 GC0272  HISTORY     - 1960     MONUMENTED       CGS
 GC0272  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0272
 GC0272                          STATION DESCRIPTION
 GC0272
 GC0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0272'3.5 MI E FROM LEBANON.
 GC0272'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0272'MILE, THEN 2.6 MILES EAST ON BLUE BIRD ROAD TO A FORK, THEN GO
 GC0272'0.3 MILE SOUTH ON SPRING CREEK ROAD.  THE BENCH MARK IS ABOUT 210
 GC0272'FT. SOUTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0272'73 FT. SOUTH OF A TELEPHONE POLE, 13 FT. EAST OF THE CENTER OF
 GC0272'SPRING CREEK ROAD, 7 FT. NORTH OF A FENCE CORNER, 0.8 FT. EAST
 GC0272'OF A FENCE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS
 GC0272'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT
 GC0272'LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS 0.75 MILE NORTH ON
 GC0272'PEYTON ROAD, THEN 1.0 MILE EAST ON BLUE BIRD ROAD, AND 0.3 MILE SOUTH
 GC0272'ON SPRING CREEK ROAD FROM B.M. Y 226.
 GC0272
 GC0272                          STATION RECOVERY (2001)
 GC0272
 GC0272'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0612 ***********************************************************************
 FD0612  DESIGNATION -  Z 227
 FD0612  PID         -  FD0612
 FD0612  STATE/COUNTY-  TN/RUTHERFORD
 FD0612  USGS QUAD   -  SMYRNA (1998)
 FD0612
 FD0612                         *CURRENT SURVEY CONTROL
 FD0612  ___________________________________________________________________
 FD0612* NAD 83(1986)-  35 56 46.     (N)    086 32 15.     (W)     SCALED    
 FD0612* NAVD 88     -       171.934  (meters)     564.09   (feet)  ADJUSTED  
 FD0612  ___________________________________________________________________
 FD0612  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FD0612  DYNAMIC HT  -         171.785 (meters)     563.60  (feet)  COMP
 FD0612  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FD0612
 FD0612  VERT ORDER  -  SECOND    CLASS 0
 FD0612
 FD0612.The horizontal coordinates were scaled from a topographic map and have
 FD0612.an estimated accuracy of +/- 6 seconds.
 FD0612
 FD0612.The orthometric height was determined by differential leveling
 FD0612.and adjusted by the National Geodetic Survey in June 1991..
 FD0612
 FD0612.The geoid height was determined by GEOID03.
 FD0612
 FD0612.The dynamic height is computed by dividing the NAVD 88
 FD0612.geopotential number by the normal gravity value computed on the
 FD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0612.degrees latitude (g = 980.6199 gals.).
 FD0612
 FD0612.The modeled gravity was interpolated from observed gravity values.
 FD0612
 FD0612;                    North         East    Units  Estimated Accuracy
 FD0612;SPC TN       -   179,070.      551,510.      MT  (+/- 180 meters Scaled)
 FD0612
 FD0612                          SUPERSEDED SURVEY CONTROL
 FD0612
 FD0612  NGVD 29 (??/??/92)  171.951  (m)          564.14   (f) ADJ UNCH    2 0
 FD0612
 FD0612.Superseded values are not recommended for survey control.
 FD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0612.See file dsdata.txt to determine how the superseded data were derived.
 FD0612
 FD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE417780(NAD 83)
 FD0612_MARKER: DB = BENCH MARK DISK
 FD0612_SETTING: 66 = SET IN ROCK OUTCROP
 FD0612_SP_SET: ROCK OUTCROP
 FD0612_STAMPING: Z 227 1960
 FD0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0612+STABILITY: POSITION/ELEVATION WELL
 FD0612
 FD0612  HISTORY     - Date     Condition        Report By
 FD0612  HISTORY     - 1960     MONUMENTED       CGS
 FD0612  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0612
 FD0612                          STATION DESCRIPTION
 FD0612
 FD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0612'9.8 MI SE FROM ANTIOCH.
 FD0612'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 FD0612'FOR 0.1 MILE, THEN 9.75 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FD0612'24.  THE BENCH MARK IS ABOUT 0.1 MILE NORTH OF A FARM HOUSE,
 FD0612'ABOUT 275 FT. SOUTH OF THE CENTER OF INTERSTATE HIGHWAY 24, 57
 FD0612'FT. WEST OF THE CENTER OF A GATE, 32 FT. NORTHWEST OF A FENCE, 27
 FD0612'FT. NORTHEAST OF THE CENTER OF A GATE, AND 32 FT. NORTHEAST OF
 FD0612'A WITNESS SIGN ATTACHED TO A TREE.  THE DISK IS CEMENTED IN A DRILL
 FD0612'HOLE IN OUTCROPPING BEDROCK.  NOTE-- THIS MARK IS ABOUT 0.9
 FD0612'MILE NORTHWEST OF B.M. A 228 ALONG INTERSTATE 24.
 FD0612
 FD0612                          STATION RECOVERY (2001)
 FD0612
 FD0612'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0120 ***********************************************************************
 FD0120  DESIGNATION -  Z 228
 FD0120  PID         -  FD0120
 FD0120  STATE/COUNTY-  TN/COFFEE
 FD0120  USGS QUAD   -  NOAH (1976)
 FD0120
 FD0120                         *CURRENT SURVEY CONTROL
 FD0120  ___________________________________________________________________
 FD0120* NAD 83(1986)-  35 34 27.     (N)    086 13 55.     (W)     SCALED    
 FD0120* NAVD 88     -       261.397  (meters)     857.60   (feet)  ADJUSTED  
 FD0120  ___________________________________________________________________
 FD0120  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0120  DYNAMIC HT  -         261.153 (meters)     856.80  (feet)  COMP
 FD0120  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FD0120
 FD0120  VERT ORDER  -  SECOND    CLASS 0
 FD0120
 FD0120.The horizontal coordinates were scaled from a topographic map and have
 FD0120.an estimated accuracy of +/- 6 seconds.
 FD0120
 FD0120.The orthometric height was determined by differential leveling
 FD0120.and adjusted by the National Geodetic Survey in June 1991..
 FD0120
 FD0120.The geoid height was determined by GEOID03.
 FD0120
 FD0120.The dynamic height is computed by dividing the NAVD 88
 FD0120.geopotential number by the normal gravity value computed on the
 FD0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0120.degrees latitude (g = 980.6199 gals.).
 FD0120
 FD0120.The modeled gravity was interpolated from observed gravity values.
 FD0120
 FD0120;                    North         East    Units  Estimated Accuracy
 FD0120;SPC TN       -   137,690.      578,980.      MT  (+/- 180 meters Scaled)
 FD0120
 FD0120                          SUPERSEDED SURVEY CONTROL
 FD0120
 FD0120  NGVD 29 (??/??/92)  261.394  (m)          857.59   (f) ADJ UNCH    2 0
 FD0120
 FD0120.Superseded values are not recommended for survey control.
 FD0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0120.See file dsdata.txt to determine how the superseded data were derived.
 FD0120
 FD0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE695369(NAD 83)
 FD0120_MARKER: DB = BENCH MARK DISK
 FD0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0120_SP_SET: BRIDGE
 FD0120_STAMPING: Z 228 1960
 FD0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0120
 FD0120  HISTORY     - Date     Condition        Report By
 FD0120  HISTORY     - 1960     MONUMENTED       CGS
 FD0120
 FD0120                          STATION DESCRIPTION
 FD0120
 FD0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0120'4.4 MI S FROM BEECH GROVE.
 FD0120'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0120'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0120'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD TO A CONCRETE BRIDGE.
 FD0120'THE BENCH MARK IS ABOUT 575 FT. SOUTH OF THE CENTER OF PROPOSED
 FD0120'INTERSTATE HIGHWAY 24, 97 FT. NORTH OF THE CENTER OF A T JUNCTION,
 FD0120'11 FT. WEST OF THE CENTER OF THE GRAVELED ROAD.  THE DISK IS
 FD0120'CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE
 FD0120'HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1751 ***********************************************************************
 GB1751  DESIGNATION -  Z 229
 GB1751  PID         -  GB1751
 GB1751  STATE/COUNTY-  TN/SMITH
 GB1751  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1751
 GB1751                         *CURRENT SURVEY CONTROL
 GB1751  ___________________________________________________________________
 GB1751* NAD 83(1986)-  36 07 55.     (N)    085 51 37.     (W)     SCALED    
 GB1751* NAVD 88     -       167.270  (meters)     548.78   (feet)  ADJUSTED  
 GB1751  ___________________________________________________________________
 GB1751  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1751  DYNAMIC HT  -         167.125 (meters)     548.31  (feet)  COMP
 GB1751  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GB1751
 GB1751  VERT ORDER  -  SECOND    CLASS 0
 GB1751
 GB1751.The horizontal coordinates were scaled from a topographic map and have
 GB1751.an estimated accuracy of +/- 6 seconds.
 GB1751
 GB1751.The orthometric height was determined by differential leveling
 GB1751.and adjusted by the National Geodetic Survey in June 1991..
 GB1751
 GB1751.The geoid height was determined by GEOID03.
 GB1751
 GB1751.The dynamic height is computed by dividing the NAVD 88
 GB1751.geopotential number by the normal gravity value computed on the
 GB1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1751.degrees latitude (g = 980.6199 gals.).
 GB1751
 GB1751.The modeled gravity was interpolated from observed gravity values.
 GB1751
 GB1751;                    North         East    Units  Estimated Accuracy
 GB1751;SPC TN       -   199,560.      612,580.      MT  (+/- 180 meters Scaled)
 GB1751
 GB1751                          SUPERSEDED SURVEY CONTROL
 GB1751
 GB1751  NGVD 29 (??/??/92)  167.338  (m)          549.01   (f) ADJ UNCH    2 0
 GB1751
 GB1751.Superseded values are not recommended for survey control.
 GB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1751.See file dsdata.txt to determine how the superseded data were derived.
 GB1751
 GB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE025991(NAD 83)
 GB1751_MARKER: DB = BENCH MARK DISK
 GB1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1751_STAMPING: Z 229 1960
 GB1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1751+STABILITY: SURFACE MOTION
 GB1751
 GB1751  HISTORY     - Date     Condition        Report By
 GB1751  HISTORY     - 1960     MONUMENTED       CGS
 GB1751
 GB1751                          STATION DESCRIPTION
 GB1751
 GB1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1751'0.4 MI NW FROM LANCASTER.
 GB1751'FROM THE RAILWAY STATION IN LANCASTER, GO 0.35 MILE NORTHWEST ON
 GB1751'THE TENNESSEE CENTRAL RAILWAY TO A GRAVELED ROAD CROSSING.  THE
 GB1751'BENCH MARK IS 23 FT. SOUTHEAST OF THE SOUTH RAIL AND THE CENTER
 GB1751'OF THE GRAVELED ROAD CROSSING, 21 FT. NORTH OF THE CENTER OF THE
 GB1751'GRAVELED ROAD, 12.2 FT. SOUTH OF THE SOUTH RAIL, 4.2 FT. EAST
 GB1751'OF A RAILROAD CROSSING SIGN, AND 3.2 FT. NORTH OF A WITNESS SIGN.
 GB1751'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GB1751'IS ABOUT 1 FT. ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0161 ***********************************************************************
 GD0161  DESIGNATION -  Z 23
 GD0161  PID         -  GD0161
 GD0161  STATE/COUNTY-  TN/HENRY
 GD0161  USGS QUAD   -  PARIS (1986)
 GD0161
 GD0161                         *CURRENT SURVEY CONTROL
 GD0161  ___________________________________________________________________
 GD0161* NAD 83(1986)-  36 18 34.     (N)    088 19 39.     (W)     SCALED    
 GD0161* NAVD 88     -       139.570  (meters)     457.91   (feet)  ADJUSTED  
 GD0161  ___________________________________________________________________
 GD0161  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0161  DYNAMIC HT  -         139.456 (meters)     457.53  (feet)  COMP
 GD0161  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GD0161
 GD0161  VERT ORDER  -  SECOND    CLASS 0
 GD0161
 GD0161.The horizontal coordinates were scaled from a topographic map and have
 GD0161.an estimated accuracy of +/- 6 seconds.
 GD0161
 GD0161.The orthometric height was determined by differential leveling
 GD0161.and adjusted by the National Geodetic Survey in June 1991..
 GD0161
 GD0161.The geoid height was determined by GEOID03.
 GD0161
 GD0161.The dynamic height is computed by dividing the NAVD 88
 GD0161.geopotential number by the normal gravity value computed on the
 GD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0161.degrees latitude (g = 980.6199 gals.).
 GD0161
 GD0161.The modeled gravity was interpolated from observed gravity values.
 GD0161
 GD0161;                    North         East    Units  Estimated Accuracy
 GD0161;SPC TN       -   221,740.      390,990.      MT  (+/- 180 meters Scaled)
 GD0161
 GD0161                          SUPERSEDED SURVEY CONTROL
 GD0161
 GD0161  NGVD 29 (??/??/??)  139.612  (m)          458.04   (f) ADJUSTED    2 0
 GD0161
 GD0161.Superseded values are not recommended for survey control.
 GD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0161.See file dsdata.txt to determine how the superseded data were derived.
 GD0161
 GD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF808190(NAD 83)
 GD0161_MARKER: DB = BENCH MARK DISK
 GD0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0161_STAMPING: Z 23 1934 485.267
 GD0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0161+STABILITY: SURFACE MOTION
 GD0161
 GD0161  HISTORY     - Date     Condition        Report By
 GD0161  HISTORY     - 1934     MONUMENTED       CGS
 GD0161  HISTORY     - 1968     GOOD             CGS
 GD0161  HISTORY     - 1971     GOOD             NGS
 GD0161
 GD0161                          STATION DESCRIPTION
 GD0161
 GD0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0161'AT PARIS.
 GD0161'THE MARK IS AT PARIS, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 GD0161'0.5 OF A MILE NORTHEAST OF THE STATION AND DIRECTLY UNDER THE
 GD0161'OLD NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD OVERPASS (THIS
 GD0161'LINE IS NOW PART OF THE LOUISVILLE AND NASHVILLE RAILROAD), IN
 GD0161'THE CENTER OF THE TOP OF THE CONCRETE FOUNDATION FOR THE SOUTH
 GD0161'STEEL PIER, 20.2 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 GD0161'1 FOOT WEST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION,
 GD0161'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.  IT IS A
 GD0161'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 GD0161'AND THE DISK IS STAMPED Z 23 1934 485.267.  DUE TO THE LOCATION
 GD0161'OF THE MARK IN A DEEP CUT, NO WITNESS POST WAS SET.
 GD0161
 GD0161                          STATION RECOVERY (1971)
 GD0161
 GD0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1694 ***********************************************************************
 GB1694  DESIGNATION -  Z 230
 GB1694  PID         -  GB1694
 GB1694  STATE/COUNTY-  TN/PUTNAM
 GB1694  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1694
 GB1694                         *CURRENT SURVEY CONTROL
 GB1694  ___________________________________________________________________
 GB1694* NAD 83(1986)-  36 08 17.     (N)    085 25 36.     (W)     SCALED    
 GB1694* NAVD 88     -       292.464  (meters)     959.53   (feet)  ADJUSTED  
 GB1694  ___________________________________________________________________
 GB1694  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GB1694  DYNAMIC HT  -         292.201 (meters)     958.66  (feet)  COMP
 GB1694  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GB1694
 GB1694  VERT ORDER  -  SECOND    CLASS 0
 GB1694
 GB1694.The horizontal coordinates were scaled from a topographic map and have
 GB1694.an estimated accuracy of +/- 6 seconds.
 GB1694
 GB1694.The orthometric height was determined by differential leveling
 GB1694.and adjusted by the National Geodetic Survey in June 1991..
 GB1694
 GB1694.The geoid height was determined by GEOID03.
 GB1694
 GB1694.The dynamic height is computed by dividing the NAVD 88
 GB1694.geopotential number by the normal gravity value computed on the
 GB1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1694.degrees latitude (g = 980.6199 gals.).
 GB1694
 GB1694.The modeled gravity was interpolated from observed gravity values.
 GB1694
 GB1694;                    North         East    Units  Estimated Accuracy
 GB1694;SPC TN       -   200,390.      651,600.      MT  (+/- 180 meters Scaled)
 GB1694
 GB1694                          SUPERSEDED SURVEY CONTROL
 GB1694
 GB1694  NGVD 29 (??/??/92)  292.519  (m)          959.71   (f) ADJ UNCH    2 0
 GB1694
 GB1694.Superseded values are not recommended for survey control.
 GB1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1694.See file dsdata.txt to determine how the superseded data were derived.
 GB1694
 GB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF415004(NAD 83)
 GB1694_MARKER: DB = BENCH MARK DISK
 GB1694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1694_SP_SET: BRIDGE
 GB1694_STAMPING: Z 230 1960
 GB1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1694
 GB1694  HISTORY     - Date     Condition        Report By
 GB1694  HISTORY     - 1960     MONUMENTED       CGS
 GB1694
 GB1694                          STATION DESCRIPTION
 GB1694
 GB1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1694'6.2 MI SE FROM COOKEVILLE.
 GB1694'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1694'HIGHWAY 42, THEN 3.05 MILES EAST ON INTERSTATE HIGHWAY 40, THEN
 GB1694'1.4 MILES EAST ON A PAVED ROAD TO A STEEL BRIDGE OVER A CREEK.
 GB1694'THE BENCH MARK IS 63 FT. WEST OF THE CENTER OF A T INTERSECTION,
 GB1694'42 FT. WEST OF A FENCE, AND 13 FT. SOUTH OF THE CENTER OF THE
 GB1694'BRIDGE.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB1694'SOUTHEAST CONCRETE WINGWALL AT THE SOUTHEAST END OF THE BRIDGE,
 GB1694'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0885 ***********************************************************************
 FC0885  DESIGNATION -  Z 231
 FC0885  PID         -  FC0885
 FC0885  STATE/COUNTY-  TN/CUMBERLAND
 FC0885  USGS QUAD   -  DORTON (1991)
 FC0885
 FC0885                         *CURRENT SURVEY CONTROL
 FC0885  ___________________________________________________________________
 FC0885* NAD 83(1986)-  35 57 39.     (N)    084 59 03.     (W)     SCALED    
 FC0885* NAVD 88     -       564.697  (meters)    1852.68   (feet)  ADJUSTED  
 FC0885  ___________________________________________________________________
 FC0885  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC0885  DYNAMIC HT  -         564.170 (meters)    1850.95  (feet)  COMP
 FC0885  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FC0885
 FC0885  VERT ORDER  -  SECOND    CLASS 0
 FC0885
 FC0885.The horizontal coordinates were scaled from a topographic map and have
 FC0885.an estimated accuracy of +/- 6 seconds.
 FC0885
 FC0885.The orthometric height was determined by differential leveling
 FC0885.and adjusted by the National Geodetic Survey in June 1991..
 FC0885
 FC0885.The geoid height was determined by GEOID03.
 FC0885
 FC0885.The dynamic height is computed by dividing the NAVD 88
 FC0885.geopotential number by the normal gravity value computed on the
 FC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0885.degrees latitude (g = 980.6199 gals.).
 FC0885
 FC0885.The modeled gravity was interpolated from observed gravity values.
 FC0885
 FC0885;                    North         East    Units  Estimated Accuracy
 FC0885;SPC TN       -   181,050.      691,630.      MT  (+/- 180 meters Scaled)
 FC0885
 FC0885                          SUPERSEDED SURVEY CONTROL
 FC0885
 FC0885  NGVD 29 (??/??/92)  564.765  (m)         1852.90   (f) ADJ UNCH    2 0
 FC0885
 FC0885.Superseded values are not recommended for survey control.
 FC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0885.See file dsdata.txt to determine how the superseded data were derived.
 FC0885
 FC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE817814(NAD 83)
 FC0885_MARKER: DB = BENCH MARK DISK
 FC0885_SETTING: 66 = SET IN ROCK OUTCROP
 FC0885_SP_SET: BEDROCK
 FC0885_STAMPING: Z 231 1960
 FC0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0885+STABILITY: POSITION/ELEVATION WELL
 FC0885
 FC0885  HISTORY     - Date     Condition        Report By
 FC0885  HISTORY     - 1960     MONUMENTED       CGS
 FC0885
 FC0885                          STATION DESCRIPTION
 FC0885
 FC0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0885'0.9 MI W FROM DORTON.
 FC0885'FROM THE DORTON SCHOOL IN DORTON, GO 1.05 MILES WEST ON A GRAVELED
 FC0885'ROAD TO THE T JUNCTION OF A PAVED ROAD.  THE BENCH MARK IS 115 FT.
 FC0885'WEST OF THE CENTER OF THE T JUNCTION, 141 FT. WEST OF A FOREST FIRE
 FC0885'TOWER SIGN ON THE NORTH SIDE OF THE ROAD, 100 FT. NORTHWEST OF A NO
 FC0885'DUMPING SIGN, 16.6 FT. NORTH OF THE CENTER OF A PAVED ROAD, AND 3.6
 FC0885'FT. NORTH OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE
 FC0885'IN OUTCROPPING BEDROCK AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FC0885'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0636 ***********************************************************************
 FC0636  DESIGNATION -  Z 232
 FC0636  PID         -  FC0636
 FC0636  STATE/COUNTY-  TN/ROANE
 FC0636  USGS QUAD   -  HARRIMAN (1980)
 FC0636
 FC0636                         *CURRENT SURVEY CONTROL
 FC0636  ___________________________________________________________________
 FC0636* NAD 83(1986)-  35 54 37.     (N)    084 35 13.     (W)     SCALED    
 FC0636* NAVD 88     -       242.187  (meters)     794.58   (feet)  ADJUSTED  
 FC0636  ___________________________________________________________________
 FC0636  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0636  DYNAMIC HT  -         241.964 (meters)     793.84  (feet)  COMP
 FC0636  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FC0636
 FC0636  VERT ORDER  -  SECOND    CLASS 0
 FC0636
 FC0636.The horizontal coordinates were scaled from a topographic map and have
 FC0636.an estimated accuracy of +/- 6 seconds.
 FC0636
 FC0636.The orthometric height was determined by differential leveling
 FC0636.and adjusted by the National Geodetic Survey in June 1991..
 FC0636
 FC0636.The geoid height was determined by GEOID03.
 FC0636
 FC0636.The dynamic height is computed by dividing the NAVD 88
 FC0636.geopotential number by the normal gravity value computed on the
 FC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0636.degrees latitude (g = 980.6199 gals.).
 FC0636
 FC0636.The modeled gravity was interpolated from observed gravity values.
 FC0636
 FC0636;                    North         East    Units  Estimated Accuracy
 FC0636;SPC TN       -   175,880.      727,540.      MT  (+/- 180 meters Scaled)
 FC0636
 FC0636                          SUPERSEDED SURVEY CONTROL
 FC0636
 FC0636  NGVD 29 (??/??/92)  242.298  (m)          794.94   (f) ADJ UNCH    2 0
 FC0636
 FC0636.Superseded values are not recommended for survey control.
 FC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0636.See file dsdata.txt to determine how the superseded data were derived.
 FC0636
 FC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE177766(NAD 83)
 FC0636_MARKER: DB = BENCH MARK DISK
 FC0636_SETTING: 80 = SET IN A BOULDER
 FC0636_STAMPING: Z 232 1960
 FC0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0636+STABILITY: SURFACE MOTION
 FC0636
 FC0636  HISTORY     - Date     Condition        Report By
 FC0636  HISTORY     - 1960     MONUMENTED       CGS
 FC0636
 FC0636                          STATION DESCRIPTION
 FC0636
 FC0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0636'0.6 MI SW FROM EMORY GAP.
 FC0636'FROM THE SOUTHERN RAILWAY STATION IN EMORY GAP, GO 0.55 MILE
 FC0636'SOUTHWEST ON THE SOUTHERN RAILWAY.  THE BENCH MARK IS 75 FT.
 FC0636'SOUTHEAST OF THE SOUTHEAST RAIL, 53 FT. NORTHWEST OF THE CENTER
 FC0636'OF U.S. HIGHWAY 61, 84 FT. SOUTHWEST OF A SIGN (BEACON DRIVE-IN),
 FC0636'29 FT. EAST OF A TELEPHONE POLE NO. 75, AND 2.4 FT. SOUTHEAST,
 FC0636'OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FC0636'TOP OF A LARGE FLAT BOUIDER, ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FC0636'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0208 ***********************************************************************
 FC0208  DESIGNATION -  Z 233
 FC0208  PID         -  FC0208
 FC0208  STATE/COUNTY-  TN/LOUDON
 FC0208  USGS QUAD   -  LENOIR CITY (1986)
 FC0208
 FC0208                         *CURRENT SURVEY CONTROL
 FC0208  ___________________________________________________________________
 FC0208* NAD 83(1986)-  35 52 15.     (N)    084 16 32.     (W)     SCALED    
 FC0208* NAVD 88     -       287.575  (meters)     943.49   (feet)  ADJUSTED  
 FC0208  ___________________________________________________________________
 FC0208  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0208  DYNAMIC HT  -         287.303 (meters)     942.59  (feet)  COMP
 FC0208  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0208
 FC0208  VERT ORDER  -  SECOND    CLASS 0
 FC0208
 FC0208.The horizontal coordinates were scaled from a topographic map and have
 FC0208.an estimated accuracy of +/- 6 seconds.
 FC0208
 FC0208.The orthometric height was determined by differential leveling
 FC0208.and adjusted by the National Geodetic Survey in June 1991..
 FC0208
 FC0208.The geoid height was determined by GEOID03.
 FC0208
 FC0208.The dynamic height is computed by dividing the NAVD 88
 FC0208.geopotential number by the normal gravity value computed on the
 FC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0208.degrees latitude (g = 980.6199 gals.).
 FC0208
 FC0208.The modeled gravity was interpolated from observed gravity values.
 FC0208
 FC0208;                    North         East    Units  Estimated Accuracy
 FC0208;SPC TN       -   171,960.      755,720.      MT  (+/- 180 meters Scaled)
 FC0208
 FC0208                          SUPERSEDED SURVEY CONTROL
 FC0208
 FC0208  NGVD 29 (??/??/92)  287.686  (m)          943.85   (f) ADJ UNCH    2 0
 FC0208
 FC0208.Superseded values are not recommended for survey control.
 FC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0208.See file dsdata.txt to determine how the superseded data were derived.
 FC0208
 FC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE459730(NAD 83)
 FC0208_MARKER: DB = BENCH MARK DISK
 FC0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0208_SP_SET: OVERPASS
 FC0208_STAMPING: Z 233 1960
 FC0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0208
 FC0208  HISTORY     - Date     Condition        Report By
 FC0208  HISTORY     - 1960     MONUMENTED       CGS
 FC0208
 FC0208                          STATION DESCRIPTION
 FC0208
 FC0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0208'4.4 MI N FROM EATON CROSSROADS.
 FC0208'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0208'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0208'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 1.2
 FC0208'MILES WEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER INTERSTATE
 FC0208'40.  THE BENCH MARK IS 29 FT. SOUTH OF THE CENTER OF THE WEST BOUND
 FC0208'TRAFFIC LANES.  THE DISK IS CEMENTED VERTICALLY IN A DRILL HOLE
 FC0208'IN THE NORTH FACE OF THE EAST CENTER PILLAR OF THE OVERPASS,
 FC0208'AND IS ABOUT 2.6 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2461 ***********************************************************************
 GA2461  DESIGNATION -  Z 234
 GA2461  PID         -  GA2461
 GA2461  STATE/COUNTY-  TN/KNOX
 GA2461  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2461
 GA2461                         *CURRENT SURVEY CONTROL
 GA2461  ___________________________________________________________________
 GA2461* NAD 83(1986)-  36 01 47.     (N)    083 54 14.     (W)     SCALED    
 GA2461* NAVD 88     -       295.806  (meters)     970.49   (feet)  ADJUSTED  
 GA2461  ___________________________________________________________________
 GA2461  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2461  DYNAMIC HT  -         295.532 (meters)     969.59  (feet)  COMP
 GA2461  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA2461
 GA2461  VERT ORDER  -  SECOND    CLASS 0
 GA2461
 GA2461.The horizontal coordinates were scaled from a topographic map and have
 GA2461.an estimated accuracy of +/- 6 seconds.
 GA2461
 GA2461.The orthometric height was determined by differential leveling
 GA2461.and adjusted by the National Geodetic Survey in June 1991..
 GA2461
 GA2461.The geoid height was determined by GEOID03.
 GA2461
 GA2461.The dynamic height is computed by dividing the NAVD 88
 GA2461.geopotential number by the normal gravity value computed on the
 GA2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2461.degrees latitude (g = 980.6199 gals.).
 GA2461
 GA2461.The modeled gravity was interpolated from observed gravity values.
 GA2461
 GA2461;                    North         East    Units  Estimated Accuracy
 GA2461;SPC TN       -   190,240.      788,900.      MT  (+/- 180 meters Scaled)
 GA2461
 GA2461                          SUPERSEDED SURVEY CONTROL
 GA2461
 GA2461  NGVD 29 (??/??/92)  295.938  (m)          970.92   (f) ADJ UNCH    2 0
 GA2461
 GA2461.Superseded values are not recommended for survey control.
 GA2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2461.See file dsdata.txt to determine how the superseded data were derived.
 GA2461
 GA2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383911(NAD 83)
 GA2461_MARKER: DB = BENCH MARK DISK
 GA2461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2461_SP_SET: BRIDGE
 GA2461_STAMPING: Z 234 1961
 GA2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2461
 GA2461  HISTORY     - Date     Condition        Report By
 GA2461  HISTORY     - 1961     MONUMENTED       CGS
 GA2461  HISTORY     - 1964     GOOD             NGS
 GA2461  HISTORY     - 1982     GOOD             LOCENG
 GA2461
 GA2461                          STATION DESCRIPTION
 GA2461
 GA2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2461'IN NORTH KNOXVILLE.
 GA2461'FROM THE INTERSECTION OF BROADWAY AND GREENWAY DRIVE IN NORTHEAST
 GA2461'KNOXVILLE, GO 0.5 MILE EAST ON GREENWAY DRIVE TO NORA ROAD, THEN
 GA2461'0.2 MILE SOUTHEAST ON NORA ROAD, THEN 0.8 MILE EAST ON THE
 GA2461'SOUTHERN RAILWAY TO A BRIDGE OVER WHITE CREEK.  THE BENCH MARK
 GA2461'IS 20 RAILS SOUTH OF MILE POST 6, AT THE WYE FORMED BY THE MAIN
 GA2461'TRACK AND THE BRANCH LINE TO CUMBERLAND GAP.  THE DISK IS CEMENTED
 GA2461'IN A DRILL HOLE IN TOP OF THE SOUTHWEST CONCRETE HEADWALL AT
 GA2461'THE WEST END OF THE BRIDGE, 6.0 FT. SOUTH OF THE SOUTH RAIL AND
 GA2461'ABOUT LEVEL WITH THE TRACK.
 GA2461
 GA2461                          STATION RECOVERY (1964)
 GA2461
 GA2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2461'RECOVERED IN GOOD CONDITION.
 GA2461
 GA2461                          STATION RECOVERY (1982)
 GA2461
 GA2461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2461'GO 7 RAILS S.W. OF RR CROSSING (LINE TO CUMBERLAND GAP) AND GREENWAY
 GA2461'RD, THEN S. TO A BRIDGE OVER WHITE'S CREEK. ALSO APPROXIMATELY 18 FT.
 GA2461'S.E. OF A METAL RIVET DESIGNATED AS RV 38. (SRY) (CITY BLK 33140)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0708 ***********************************************************************
 GB0708  DESIGNATION -  Z 235
 GB0708  PID         -  GB0708
 GB0708  STATE/COUNTY-  TN/ANDERSON
 GB0708  USGS QUAD   -  LAKE CITY (1973)
 GB0708
 GB0708                         *CURRENT SURVEY CONTROL
 GB0708  ___________________________________________________________________
 GB0708* NAD 83(1986)-  36 13 11.     (N)    084 08 58.     (W)     SCALED    
 GB0708* NAVD 88     -       262.757  (meters)     862.06   (feet)  ADJUSTED  
 GB0708  ___________________________________________________________________
 GB0708  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB0708  DYNAMIC HT  -         262.521 (meters)     861.29  (feet)  COMP
 GB0708  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 GB0708
 GB0708  VERT ORDER  -  SECOND    CLASS 0
 GB0708
 GB0708.The horizontal coordinates were scaled from a topographic map and have
 GB0708.an estimated accuracy of +/- 6 seconds.
 GB0708
 GB0708.The orthometric height was determined by differential leveling
 GB0708.and adjusted by the National Geodetic Survey in June 1991..
 GB0708
 GB0708.The geoid height was determined by GEOID03.
 GB0708
 GB0708.The dynamic height is computed by dividing the NAVD 88
 GB0708.geopotential number by the normal gravity value computed on the
 GB0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0708.degrees latitude (g = 980.6199 gals.).
 GB0708
 GB0708.The modeled gravity was interpolated from observed gravity values.
 GB0708
 GB0708;                    North         East    Units  Estimated Accuracy
 GB0708;SPC TN       -   210,870.      766,370.      MT  (+/- 180 meters Scaled)
 GB0708
 GB0708                          SUPERSEDED SURVEY CONTROL
 GB0708
 GB0708  NGVD 29 (??/??/92)  262.871  (m)          862.44   (f) ADJ UNCH    2 0
 GB0708
 GB0708.Superseded values are not recommended for survey control.
 GB0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0708.See file dsdata.txt to determine how the superseded data were derived.
 GB0708
 GB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF562120(NAD 83)
 GB0708_MARKER: DB = BENCH MARK DISK
 GB0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0708_SP_SET: BRIDGE
 GB0708_STAMPING: Z 235 1961
 GB0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0708
 GB0708  HISTORY     - Date     Condition        Report By
 GB0708  HISTORY     - 1961     MONUMENTED       CGS
 GB0708  HISTORY     - 1973     GOOD             TVA
 GB0708
 GB0708                          STATION DESCRIPTION
 GB0708
 GB0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0708'0.4 MI E FROM LAKE CITY.
 GB0708'FROM THE POST OFFICE IN LAKE CITY, GO SOUTH ON U.S. HIGHWAY 25W
 GB0708'FOR 0.15 MILE, THEN 0.3 MILE EAST ON 4TH ST. TO A BRIDGE OVER A
 GB0708'CREEK.  THE BENCH MARK IS 16 FT. NORTH OF THE CENTER OF 4TH ST..
 GB0708'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTH END OF THE
 GB0708'NORTHEAST CONCRETE WINGWALL OF THE BRIDGE AND IS ABOUT LEVEL WITH
 GB0708'THE ROAD.
 GB0708
 GB0708                          STATION RECOVERY (1973)
 GB0708
 GB0708'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2124 ***********************************************************************
 FB2124  DESIGNATION -  Z 236 RESET
 FB2124  PID         -  FB2124
 FB2124  STATE/COUNTY-  TN/KNOX
 FB2124  USGS QUAD   -  BOYDS CREEK (1986)
 FB2124
 FB2124                         *CURRENT SURVEY CONTROL
 FB2124  ___________________________________________________________________
 FB2124* NAD 83(1986)-  35 59 44.     (N)    083 43 25.     (W)     SCALED    
 FB2124* NAVD 88     -       307.23   (meters)    1008.0    (feet)  N HEIGHT  
 FB2124  ___________________________________________________________________
 FB2124  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2124  DYNAMIC HT  -         306.95  (meters)    1007.1   (feet)  COMP
 FB2124  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 FB2124
 FB2124  VERT ORDER  -  THIRD
 FB2124
 FB2124.The horizontal coordinates were scaled from a topographic map and have
 FB2124.an estimated accuracy of +/- 6 seconds.
 FB2124
 FB2124.The orthometric height was determined by differential leveling
 FB2124.and adjusted by the National Geodetic Survey in August 1996..
 FB2124.The height was determined by precise leveling from only one NSRS
 FB2124.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FB2124.allowed ONLY to validate the GPS-derived height.
 FB2124
 FB2124.The geoid height was determined by GEOID03.
 FB2124
 FB2124.The dynamic height is computed by dividing the NAVD 88
 FB2124.geopotential number by the normal gravity value computed on the
 FB2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2124.degrees latitude (g = 980.6199 gals.).
 FB2124
 FB2124.The modeled gravity was interpolated from observed gravity values.
 FB2124
 FB2124;                    North         East    Units  Estimated Accuracy
 FB2124;SPC TN       -   186,810.      805,230.      MT  (+/- 180 meters Scaled)
 FB2124
 FB2124                          SUPERSEDED SURVEY CONTROL
 FB2124
 FB2124  NGVD 29 (??/??/??)  307.37   (m)         1008.4    (f) N HEIGHT    3  
 FB2124
 FB2124.Superseded values are not recommended for survey control.
 FB2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2124.See file dsdata.txt to determine how the superseded data were derived.
 FB2124
 FB2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV544868(NAD 83)
 FB2124_MARKER: DB = BENCH MARK DISK
 FB2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2124_SP_SET: CONCRETE POST
 FB2124_STAMPING: Z 236 RESET 1972
 FB2124_MARK LOGO: NGS   
 FB2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2124+STABILITY: SURFACE MOTION
 FB2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2124+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1987
 FB2124
 FB2124  HISTORY     - Date     Condition        Report By
 FB2124  HISTORY     - 1972     MONUMENTED       NGS
 FB2124  HISTORY     - 19870602 GOOD             TNDT
 FB2124
 FB2124                          STATION DESCRIPTION
 FB2124
 FB2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FB2124'3 MI S FROM TRENTVILLE.
 FB2124'TO REACH THE MARK FROM THE Y JUNCTION OF U.S. HIGHWAYS 70,
 FB2124'11E, 25W, AND STRAW PLAINS PIKE IN THE SMALL COMMUNITY OF
 FB2124'TRENTVILLE EAST OF KNOXVILLE, TURN SHARP RIGHT ONTO STRAW PLAINS
 FB2124'PIKE AND GO SOUTHWESTERLY FOR 0.65 OF A MILE TO MC CUBBINS
 FB2124'ROAD ON THE LEFT, THENCE LEFT, SOUTHERLY ON MC CUBBINS ROAD
 FB2124'FOR 1.15 MILES TO MC MILLAN ROAD ON THE RIGHT, CONTINUE SOUTHERLY
 FB2124'AND SOUTHEASTERLY ON MC CUBBINS ROAD FOR 0.7 OF A MILE TO
 FB2124'MC CARTNEY ROAD ON THE RIGHT, CONTINUE EASTERLY AND SOUTHEASTERLY
 FB2124'ON MC CUBBINS ROAD FOR 0.6 OF A MILE TO THE JUNCTION WITH
 FB2124'COOPER ROAD AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 56
 FB2124'FEET NORTHWEST OF THE NORTHWEST CORNER OF SUNSET HEIGHTS
 FB2124'MISSIONARY BAPTIST CHURCH, 29 FEET NORTH OF THE APPROXIMATE
 FB2124'CENTER OF THE SOUTH DRIVEWAY OF THE CHURCH, 20 FEET EAST OF THE
 FB2124'APPROXIMATE CENTER OF COOPER ROAD, 2 FEET NORTH OF A SECURITY
 FB2124'LAMP POLE, AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST AND
 FB2124'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 FB2124'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK
 FB2124'IS STAMPED Z 236 RESET 1972.
 FB2124
 FB2124                          STATION RECOVERY (1987)
 FB2124
 FB2124'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 FB2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0255 ***********************************************************************
 FC0255  DESIGNATION -  Z 237
 FC0255  PID         -  FC0255
 FC0255  STATE/COUNTY-  TN/LOUDON
 FC0255  USGS QUAD   -  LENOIR CITY (1986)
 FC0255
 FC0255                         *CURRENT SURVEY CONTROL
 FC0255  ___________________________________________________________________
 FC0255* NAD 83(1986)-  35 48 54.     (N)    084 17 33.     (W)     SCALED    
 FC0255* NAVD 88     -       280.443  (meters)     920.09   (feet)  ADJUSTED  
 FC0255  ___________________________________________________________________
 FC0255  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0255  DYNAMIC HT  -         280.177 (meters)     919.21  (feet)  COMP
 FC0255  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 FC0255
 FC0255  VERT ORDER  -  SECOND    CLASS 0
 FC0255
 FC0255.The horizontal coordinates were scaled from a topographic map and have
 FC0255.an estimated accuracy of +/- 6 seconds.
 FC0255
 FC0255.The orthometric height was determined by differential leveling
 FC0255.and adjusted by the National Geodetic Survey in June 1991..
 FC0255
 FC0255.The geoid height was determined by GEOID03.
 FC0255
 FC0255.The dynamic height is computed by dividing the NAVD 88
 FC0255.geopotential number by the normal gravity value computed on the
 FC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0255.degrees latitude (g = 980.6199 gals.).
 FC0255
 FC0255.The modeled gravity was interpolated from observed gravity values.
 FC0255
 FC0255;                    North         East    Units  Estimated Accuracy
 FC0255;SPC TN       -   165,740.      754,300.      MT  (+/- 180 meters Scaled)
 FC0255
 FC0255                          SUPERSEDED SURVEY CONTROL
 FC0255
 FC0255  NGVD 29 (??/??/92)  280.554  (m)          920.45   (f) ADJ UNCH    2 0
 FC0255
 FC0255.Superseded values are not recommended for survey control.
 FC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0255.See file dsdata.txt to determine how the superseded data were derived.
 FC0255
 FC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE446668(NAD 83)
 FC0255_MARKER: DB = BENCH MARK DISK
 FC0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0255_STAMPING: Z 237 1961
 FC0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0255+STABILITY: SURFACE MOTION
 FC0255
 FC0255  HISTORY     - Date     Condition        Report By
 FC0255  HISTORY     - 1961     MONUMENTED       CGS
 FC0255
 FC0255                          STATION DESCRIPTION
 FC0255
 FC0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0255'1.8 MI S FROM EATON CROSSROADS.
 FC0255'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 IN
 FC0255'EATON CROSSROADS AT THE EATON SCHOOL, GO 1.65 MILE SOUTH ON
 FC0255'STATE HIGHWAY 95, THEN 0.2 MILE WEST ON A PAVED ROAD.  THE BENCH
 FC0255'MARK IS ABOUT 100 FT. NORTH AND ACROSS THE ROAD FROM A LARGE
 FC0255'HOUSE, AND ABOUT 100 FT. SOUTHEAST OF A BARN, 49 FT. NORTHWEST
 FC0255'OF THE CENTER OF THE PAVED ROAD, 25 FT. NORTHEAST OF THE NORTHEAST
 FC0255'GATE POST FOR ROAD LEADING TO THE BARN, 13 FT. SOUTHEAST OF A
 FC0255'CEDAR TREE USED AS A FENCE CORNER POST, AND 1.8 FT. SOUTHEAST
 FC0255'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0255'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1396 ***********************************************************************
 FB1396  DESIGNATION -  Z 238
 FB1396  PID         -  FB1396
 FB1396  STATE/COUNTY-  TN/COCKE
 FB1396  USGS QUAD   -  NEWPORT (1992)
 FB1396
 FB1396                         *CURRENT SURVEY CONTROL
 FB1396  ___________________________________________________________________
 FB1396* NAD 83(1986)-  35 54 38.     (N)    083 11 08.     (W)     SCALED    
 FB1396* NAVD 88     -       334.392  (meters)    1097.08   (feet)  ADJUSTED  
 FB1396  ___________________________________________________________________
 FB1396  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB1396  DYNAMIC HT  -         334.073 (meters)    1096.04  (feet)  COMP
 FB1396  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FB1396
 FB1396  VERT ORDER  -  SECOND    CLASS 0
 FB1396
 FB1396.The horizontal coordinates were scaled from a topographic map and have
 FB1396.an estimated accuracy of +/- 6 seconds.
 FB1396
 FB1396.The orthometric height was determined by differential leveling
 FB1396.and adjusted by the National Geodetic Survey in June 1991..
 FB1396
 FB1396.The geoid height was determined by GEOID03.
 FB1396
 FB1396.The dynamic height is computed by dividing the NAVD 88
 FB1396.geopotential number by the normal gravity value computed on the
 FB1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1396.degrees latitude (g = 980.6199 gals.).
 FB1396
 FB1396.The modeled gravity was interpolated from observed gravity values.
 FB1396
 FB1396;                    North         East    Units  Estimated Accuracy
 FB1396;SPC TN       -   178,640.      854,000.      MT  (+/- 180 meters Scaled)
 FB1396
 FB1396                          SUPERSEDED SURVEY CONTROL
 FB1396
 FB1396  NGVD 29 (??/??/92)  334.558  (m)         1097.63   (f) ADJ UNCH    2 0
 FB1396
 FB1396.Superseded values are not recommended for survey control.
 FB1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1396.See file dsdata.txt to determine how the superseded data were derived.
 FB1396
 FB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV027762(NAD 83)
 FB1396_MARKER: DB = BENCH MARK DISK
 FB1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1396_STAMPING: Z 238 1961
 FB1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1396+STABILITY: SURFACE MOTION
 FB1396
 FB1396  HISTORY     - Date     Condition        Report By
 FB1396  HISTORY     - 1961     MONUMENTED       CGS
 FB1396
 FB1396                          STATION DESCRIPTION
 FB1396
 FB1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1396'7.8 MI SE FROM NEWPORT.
 FB1396'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND 70, AND STATE
 FB1396'HIGHWAY 32 IN THE WEST SECTION OF NEWPORT, GO 2.5 MILES SOUTH
 FB1396'ON STATE HIGHWAY 32 TO A DRIVE-IN RESTAURANT ON THE RIGHT AND
 FB1396'A T JUNCTION OF A GRAVELED ROAD LEADING EAST, THEN GO 0.3 MILE
 FB1396'EAST ON THE GRAVELED ROAD, THEN 2.5 MILES SOUTHERLY ON A GRAVELED
 FB1396'ROAD TO A Y JUNCTION, THEN GO 0.6 MILE SOUTHEAST ON A GRAVELED
 FB1396'ROAD TO A T JUNCTION, THEN GO 0.9 MILE EAST ON A GRAVELED ROAD
 FB1396'TO A T JUNCTION, THEN 0.5 MILE NORTHEAST ON A GRAVELED ROAD TO
 FB1396'A FIELD ROAD, THEN 0.5 MILE NORTHWEST ON THE FIELD ROAD TO A
 FB1396'FENCE ON THE LEFT.  THE BENCH MARK IS ABOUT 600 FT. EAST OF
 FB1396'INTERSTATE HIGHWAY 40, 160 FT. EAST OF A LARGE TREE, 28 FT. SOUTH
 FB1396'OF THE CENTER OF THE FIELD ROAD, 11.5 FT. WEST OF A TREE USED
 FB1396'AS A FENCE CORNER POST, 1.6 FT. SOUTH OF A FENCE, AND 2.2 FT.
 FB1396'WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FB1396'POST PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2062 ***********************************************************************
 GA2062  DESIGNATION -  Z 239
 GA2062  PID         -  GA2062
 GA2062  STATE/COUNTY-  TN/HAMBLEN
 GA2062  USGS QUAD   -  MORRISTOWN (1979)
 GA2062
 GA2062                         *CURRENT SURVEY CONTROL
 GA2062  ___________________________________________________________________
 GA2062* NAD 83(1986)-  36 08 33.     (N)    083 15 32.     (W)     SCALED    
 GA2062* NAVD 88     -       334.777  (meters)    1098.35   (feet)  ADJUSTED  
 GA2062  ___________________________________________________________________
 GA2062  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2062  DYNAMIC HT  -         334.464 (meters)    1097.32  (feet)  COMP
 GA2062  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 GA2062
 GA2062  VERT ORDER  -  SECOND    CLASS 0
 GA2062
 GA2062.The horizontal coordinates were scaled from a topographic map and have
 GA2062.an estimated accuracy of +/- 6 seconds.
 GA2062
 GA2062.The orthometric height was determined by differential leveling
 GA2062.and adjusted by the National Geodetic Survey in June 1991..
 GA2062
 GA2062.The geoid height was determined by GEOID03.
 GA2062
 GA2062.The dynamic height is computed by dividing the NAVD 88
 GA2062.geopotential number by the normal gravity value computed on the
 GA2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2062.degrees latitude (g = 980.6199 gals.).
 GA2062
 GA2062.The modeled gravity was interpolated from observed gravity values.
 GA2062
 GA2062;                    North         East    Units  Estimated Accuracy
 GA2062;SPC TN       -   204,180.      846,660.      MT  (+/- 180 meters Scaled)
 GA2062
 GA2062                          SUPERSEDED SURVEY CONTROL
 GA2062
 GA2062  NGVD 29 (??/??/92)  334.914  (m)         1098.80   (f) ADJ UNCH    2 0
 GA2062
 GA2062.Superseded values are not recommended for survey control.
 GA2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2062.See file dsdata.txt to determine how the superseded data were derived.
 GA2062
 GA2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA967021(NAD 83)
 GA2062_MARKER: DB = BENCH MARK DISK
 GA2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2062_SP_SET: CULVERT
 GA2062_STAMPING: Z 239 1961
 GA2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2062
 GA2062  HISTORY     - Date     Condition        Report By
 GA2062  HISTORY     - 1961     MONUMENTED       CGS
 GA2062  HISTORY     - 1980     GOOD             NGS
 GA2062
 GA2062                          STATION DESCRIPTION
 GA2062
 GA2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2062'3.2 MI NE FROM WHITE PINE.
 GA2062'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2062'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2062'0.5 MILES EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILE SOUTHEAST
 GA2062'ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 0.7 MILE NORTHEAST
 GA2062'ON A GRAVELED ROAD TO A CULVERT.  THE BENCH MARK IS 17 FT.
 GA2062'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 55 FT. SOUTHWEST
 GA2062'OF THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST, AND 0.5
 GA2062'FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 GA2062'HOLE IN TOP OF THE NORTHEAST END OF THE NORTH EAST HEADWALL
 GA2062'OF THE CULVERT AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 GA2062
 GA2062                          STATION RECOVERY (1980)
 GA2062
 GA2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2062'IT IS ABOUT .5 OF A FOOT BELOW THE ROAD , NORTHEAST OF THE METAL
 GA2062'WITNESS POST AND ABOUT 200 FEET SOUTH OF 2 LARGE BOX CULVERTS UNDER
 GA2062'INTERSTATE HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1052 ***********************************************************************
 GA1052  DESIGNATION -  Z 240
 GA1052  PID         -  GA1052
 GA1052  STATE/COUNTY-  TN/GREENE
 GA1052  USGS QUAD   -  BAILEYTON (1971)
 GA1052
 GA1052                         *CURRENT SURVEY CONTROL
 GA1052  ___________________________________________________________________
 GA1052* NAD 83(1986)-  36 19 35.     (N)    082 49 28.     (W)     SCALED    
 GA1052* NAVD 88     -       371.247  (meters)    1218.00   (feet)  ADJUSTED  
 GA1052  ___________________________________________________________________
 GA1052  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1052  DYNAMIC HT  -         370.904 (meters)    1216.87  (feet)  COMP
 GA1052  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1052
 GA1052  VERT ORDER  -  SECOND    CLASS 0
 GA1052
 GA1052.The horizontal coordinates were scaled from a topographic map and have
 GA1052.an estimated accuracy of +/- 6 seconds.
 GA1052
 GA1052.The orthometric height was determined by differential leveling
 GA1052.and adjusted by the National Geodetic Survey in June 1991..
 GA1052
 GA1052.The geoid height was determined by GEOID03.
 GA1052
 GA1052.The dynamic height is computed by dividing the NAVD 88
 GA1052.geopotential number by the normal gravity value computed on the
 GA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1052.degrees latitude (g = 980.6199 gals.).
 GA1052
 GA1052.The modeled gravity was interpolated from observed gravity values.
 GA1052
 GA1052;                    North         East    Units  Estimated Accuracy
 GA1052;SPC TN       -   225,760.      885,080.      MT  (+/- 180 meters Scaled)
 GA1052
 GA1052                          SUPERSEDED SURVEY CONTROL
 GA1052
 GA1052  NGVD 29 (??/??/92)  371.384  (m)         1218.45   (f) ADJ UNCH    2 0
 GA1052
 GA1052.Superseded values are not recommended for survey control.
 GA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1052.See file dsdata.txt to determine how the superseded data were derived.
 GA1052
 GA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA362216(NAD 83)
 GA1052_MARKER: DB = BENCH MARK DISK
 GA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1052_STAMPING: Z 240 1961
 GA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1052+STABILITY: SURFACE MOTION
 GA1052
 GA1052  HISTORY     - Date     Condition        Report By
 GA1052  HISTORY     - 1961     MONUMENTED       CGS
 GA1052  HISTORY     - 1972     GOOD             NGS
 GA1052  HISTORY     - 1980     GOOD             NGS
 GA1052
 GA1052                          STATION DESCRIPTION
 GA1052
 GA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1052'1.7 MI SE FROM BAILEYTON.
 GA1052'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 0.15 MILE EAST ON ROMEO
 GA1052'ROAD, THEN 1.5 MILES SOUTHEASTERLY ON A PAVED ROAD TO A Y JUNCTION
 GA1052'AT A SHARP CURVE, THEN GO NORTHEAST ON A GRAVELED ROAD FOR 0.4
 GA1052'MILE TO A HOUSE AT A SHARP CURVE.  THE BENCH MARK IS ABOUT 0.2 MILE
 GA1052'NORTH OF PROPOSED INTERSTATE HIGHWAY 81, 85 FT. SOUTHWEST OF THE
 GA1052'SOUTHWEST CORNER OF THE HOUSE, 47 FT. WEST OF THE CENTER OF THE
 GA1052'GRAVELED ROAD, 8.8 FT. WEST OF A LONE 30-INCH BLACK OAK TREE, 1.3
 GA1052'FT. NORTH OF A FENCE, AND 2.2 FT. EAST OF A WITNESS SIGN.  THE
 GA1052'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS
 GA1052'ABOUT LEVEL WITH THE ROAD.  NOTE-- TO REACH BENCH MARK A 241 FROM
 GA1052'THIS POINT, GO 1 MILE NORTHEAST ON PROPOSED INTERSTATE 81 TO THE
 GA1052'JUNCTION OF A GRAVELED ROAD.
 GA1052
 GA1052                          STATION RECOVERY (1972)
 GA1052
 GA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1052'RECOVERED IN GOOD CONDITION.
 GA1052
 GA1052                          STATION RECOVERY (1980)
 GA1052
 GA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1052'FROM THE SCHOOL AT BAILEYTON, GO EAST ON HIGHWAY 70 FOR 0.05 MILE TO
 GA1052'A PAVED CROSSROAD.TURN RIGHT AND GO 0.8 MILE SOUTHERLY ON MAIN STREET
 GA1052'TO A FRONTAGE ROAD LEFT JUST BEFORE CROSSING INTERSECTI INTERSTATE
 GA1052'HIGHWAY 81. TURN LEFT AND GO EASTERLY FOR 0.5 MILE ON GRAVELED ROAD
 GA1052'TO A SHARP CURVE RIGHT AND THE MARK ON THE LEFT,25 FEET WEST OF POWER
 GA1052'POLE NO.1C 20 33 AND HAS 2 IRON PINS DRIVEN BESIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1092 ***********************************************************************
 GA1092  DESIGNATION -  Z 241
 GA1092  PID         -  GA1092
 GA1092  STATE/COUNTY-  TN/SULLIVAN
 GA1092  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1092
 GA1092                         *CURRENT SURVEY CONTROL
 GA1092  ___________________________________________________________________
 GA1092* NAD 83(1986)-  36 26 46.     (N)    082 32 18.     (W)     SCALED    
 GA1092* NAVD 88     -       483.835  (meters)    1587.38   (feet)  ADJUSTED  
 GA1092  ___________________________________________________________________
 GA1092  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA1092  DYNAMIC HT  -         483.387 (meters)    1585.91  (feet)  COMP
 GA1092  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA1092
 GA1092  VERT ORDER  -  SECOND    CLASS 0
 GA1092
 GA1092.The horizontal coordinates were scaled from a topographic map and have
 GA1092.an estimated accuracy of +/- 6 seconds.
 GA1092
 GA1092.The orthometric height was determined by differential leveling
 GA1092.and adjusted by the National Geodetic Survey in June 1991..
 GA1092
 GA1092.The geoid height was determined by GEOID03.
 GA1092
 GA1092.The dynamic height is computed by dividing the NAVD 88
 GA1092.geopotential number by the normal gravity value computed on the
 GA1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1092.degrees latitude (g = 980.6199 gals.).
 GA1092
 GA1092.The modeled gravity was interpolated from observed gravity values.
 GA1092
 GA1092;                    North         East    Units  Estimated Accuracy
 GA1092;SPC TN       -   239,900.      910,290.      MT  (+/- 180 meters Scaled)
 GA1092
 GA1092                          SUPERSEDED SURVEY CONTROL
 GA1092
 GA1092  NGVD 29 (??/??/92)  483.975  (m)         1587.84   (f) ADJ UNCH    2 0
 GA1092
 GA1092.Superseded values are not recommended for survey control.
 GA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1092.See file dsdata.txt to determine how the superseded data were derived.
 GA1092
 GA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA621345(NAD 83)
 GA1092_MARKER: DB = BENCH MARK DISK
 GA1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1092_STAMPING: Z 241 1961
 GA1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1092+STABILITY: SURFACE MOTION
 GA1092
 GA1092  HISTORY     - Date     Condition        Report By
 GA1092  HISTORY     - 1961     MONUMENTED       CGS
 GA1092
 GA1092                          STATION DESCRIPTION
 GA1092
 GA1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1092'2.6 MI W FROM FORDTOWN.
 GA1092'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA1092'OF FALL BRANCH), GO 2.45 MILES WEST ON A PAVED ROAD TO A Y
 GA1092'JUNCTION, TAKE THE RIGHT FORK AND GO 0.2 MILE WESTERLY TO A
 GA1092'GRAVEYARD ON THE LEFT.  THE BENCH MARK IS 25 FT. SOUTH OF THE
 GA1092'CENTER OF THE PAVED ROAD, 16.8 FT. NORTHEAST OF A 36-INCH BLACK
 GA1092'OAK TREE, 13.4 FT. SOUTHWEST OF NORTH CORNER OF A FENCE AROUND
 GA1092'THE GRAVEYARD, 1.6 FT. NORTHWEST OF FENCE AROUND GRAVEYARD, AND
 GA1092'1.7 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA1092'CONCRETE POST PROJECTING 5 INCHES AND IS ABOUT 3 FT. ABOVE THE
 GA1092'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0641 ***********************************************************************
 GA0641  DESIGNATION -  Z 242
 GA0641  PID         -  GA0641
 GA0641  STATE/COUNTY-  TN/SULLIVAN
 GA0641  USGS QUAD   -  BOONE DAM (1968)
 GA0641
 GA0641                         *CURRENT SURVEY CONTROL
 GA0641  ___________________________________________________________________
 GA0641* NAD 83(1986)-  36 27 45.     (N)    082 29 34.     (W)     SCALED    
 GA0641* NAVD 88     -       432.127  (meters)    1417.74   (feet)  ADJUSTED  
 GA0641  ___________________________________________________________________
 GA0641  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0641  DYNAMIC HT  -         431.725 (meters)    1416.42  (feet)  COMP
 GA0641  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 GA0641
 GA0641  VERT ORDER  -  SECOND    CLASS 0
 GA0641
 GA0641.The horizontal coordinates were scaled from a topographic map and have
 GA0641.an estimated accuracy of +/- 6 seconds.
 GA0641
 GA0641.The orthometric height was determined by differential leveling
 GA0641.and adjusted by the National Geodetic Survey in June 1991..
 GA0641
 GA0641.The geoid height was determined by GEOID03.
 GA0641
 GA0641.The dynamic height is computed by dividing the NAVD 88
 GA0641.geopotential number by the normal gravity value computed on the
 GA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0641.degrees latitude (g = 980.6199 gals.).
 GA0641
 GA0641.The modeled gravity was interpolated from observed gravity values.
 GA0641
 GA0641;                    North         East    Units  Estimated Accuracy
 GA0641;SPC TN       -   241,870.      914,300.      MT  (+/- 180 meters Scaled)
 GA0641
 GA0641                          SUPERSEDED SURVEY CONTROL
 GA0641
 GA0641  NGVD 29 (??/??/92)  432.268  (m)         1418.20   (f) ADJ UNCH    2 0
 GA0641
 GA0641.Superseded values are not recommended for survey control.
 GA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0641.See file dsdata.txt to determine how the superseded data were derived.
 GA0641
 GA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA662362(NAD 83)
 GA0641_MARKER: DB = BENCH MARK DISK
 GA0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0641_SP_SET: SEMAPHORE
 GA0641_STAMPING: Z 242 1961
 GA0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0641
 GA0641  HISTORY     - Date     Condition        Report By
 GA0641  HISTORY     - 1961     MONUMENTED       CGS
 GA0641
 GA0641                          STATION DESCRIPTION
 GA0641
 GA0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0641'0.6 MI NE FROM FORDTOWN.
 GA0641'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0641'OF FALL BRANCH), GO 0.05 MILE NORTH, THEN 0.6 MILE NORTHEAST
 GA0641'ON THE SOUTHERN RAILWAY TO A SEMAPHORE.  THE BENCH MARK IS 8
 GA0641'RAILS NORTHEAST OF MILE POST 103, AND 13.3 FT. SOUTHWEST OF THE
 GA0641'SOUTHWEST RAIL OF A SPUR TRACK.  THE DISK IS CEMENTED IN A DRILL
 GA0641'HOLE IN TOP OF THE SOUTHWEST CORNER OF THE SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0569 ***********************************************************************
 FC0569  DESIGNATION -  Z 243
 FC0569  PID         -  FC0569
 FC0569  STATE/COUNTY-  TN/MCMINN
 FC0569  USGS QUAD   -  CHARLESTON (1980)
 FC0569
 FC0569                         *CURRENT SURVEY CONTROL
 FC0569  ___________________________________________________________________
 FC0569* NAD 83(1986)-  35 20 20.     (N)    084 46 20.     (W)     SCALED    
 FC0569* NAVD 88     -       225.285  (meters)     739.12   (feet)  ADJUSTED  
 FC0569  ___________________________________________________________________
 FC0569  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0569  DYNAMIC HT  -         225.065 (meters)     738.40  (feet)  COMP
 FC0569  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0569
 FC0569  VERT ORDER  -  SECOND    CLASS 0
 FC0569
 FC0569.The horizontal coordinates were scaled from a topographic map and have
 FC0569.an estimated accuracy of +/- 6 seconds.
 FC0569
 FC0569.The orthometric height was determined by differential leveling
 FC0569.and adjusted by the National Geodetic Survey in June 1991..
 FC0569
 FC0569.The geoid height was determined by GEOID03.
 FC0569
 FC0569.The dynamic height is computed by dividing the NAVD 88
 FC0569.geopotential number by the normal gravity value computed on the
 FC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0569.degrees latitude (g = 980.6199 gals.).
 FC0569
 FC0569.The modeled gravity was interpolated from observed gravity values.
 FC0569
 FC0569;                    North         East    Units  Estimated Accuracy
 FC0569;SPC TN       -   112,270.      711,610.      MT  (+/- 180 meters Scaled)
 FC0569
 FC0569                          SUPERSEDED SURVEY CONTROL
 FC0569
 FC0569  NGVD 29 (??/??/92)  225.345  (m)          739.32   (f) ADJ UNCH    2 0
 FC0569
 FC0569.Superseded values are not recommended for survey control.
 FC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0569.See file dsdata.txt to determine how the superseded data were derived.
 FC0569
 FC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE024129(NAD 83)
 FC0569_MARKER: DB = BENCH MARK DISK
 FC0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0569_STAMPING: Z 243 1961
 FC0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0569+STABILITY: SURFACE MOTION
 FC0569
 FC0569  HISTORY     - Date     Condition        Report By
 FC0569  HISTORY     - 1961     MONUMENTED       CGS
 FC0569
 FC0569                          STATION DESCRIPTION
 FC0569
 FC0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0569'4.5 MI N FROM CALHOUN.
 FC0569'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0569'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0569'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN LEFT
 FC0569'AND GO 1.3 MILES NORTHWEST TO A Y JUNCTION, TAKE GRAVEL ROAD
 FC0569'RIGHT FOR 2.2 MILES NORTH TO INTERSTATE HIGHWAY, 400 FEET
 FC0569'NORTH OF THE INTERSTATE HIGHWAY IN THE NORTHWEST CORNER OF A
 FC0569'FIELD AND SOUTHWEST CORNER OF WOODS.  20 FEET EAST OF CENTER LINE
 FC0569'OF GRAVELED ROAD, 11 FEET NORTHWEST OF A 12 INCH MAPLE TREE
 FC0569'THAT FORKS 20 FEET ABOVE THE GROUND, 3.0 FEET SOUTH OF WITNESS
 FC0569'SIGN, 1.0 FEET NORTHWEST OF FENCE LINE.  THE DISK IS SET IN
 FC0569'THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES AND IS ABOUT
 FC0569'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1225 ***********************************************************************
 FC1225  DESIGNATION -  Z 244
 FC1225  PID         -  FC1225
 FC1225  STATE/COUNTY-  TN/HAMILTON
 FC1225  USGS QUAD   -  OOLTEWAH (1976)
 FC1225
 FC1225                         *CURRENT SURVEY CONTROL
 FC1225  ___________________________________________________________________
 FC1225* NAD 83(1986)-  35 06 47.     (N)    085 02 48.     (W)     SCALED    
 FC1225* NAVD 88     -       235.531  (meters)     772.74   (feet)  ADJUSTED  
 FC1225  ___________________________________________________________________
 FC1225  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1225  DYNAMIC HT  -         235.296 (meters)     771.97  (feet)  COMP
 FC1225  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 FC1225
 FC1225  VERT ORDER  -  SECOND    CLASS 0
 FC1225
 FC1225.The horizontal coordinates were scaled from a topographic map and have
 FC1225.an estimated accuracy of +/- 6 seconds.
 FC1225
 FC1225.The orthometric height was determined by differential leveling
 FC1225.and adjusted by the National Geodetic Survey in June 1991..
 FC1225
 FC1225.The geoid height was determined by GEOID03.
 FC1225
 FC1225.The dynamic height is computed by dividing the NAVD 88
 FC1225.geopotential number by the normal gravity value computed on the
 FC1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1225.degrees latitude (g = 980.6199 gals.).
 FC1225
 FC1225.The modeled gravity was interpolated from observed gravity values.
 FC1225
 FC1225;                    North         East    Units  Estimated Accuracy
 FC1225;SPC TN       -    86,930.      686,910.      MT  (+/- 180 meters Scaled)
 FC1225
 FC1225                          SUPERSEDED SURVEY CONTROL
 FC1225
 FC1225  NGVD 29 (??/??/92)  235.548  (m)          772.79   (f) ADJ UNCH    2 0
 FC1225
 FC1225.Superseded values are not recommended for survey control.
 FC1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1225.See file dsdata.txt to determine how the superseded data were derived.
 FC1225
 FC1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD780873(NAD 83)
 FC1225_MARKER: DB = BENCH MARK DISK
 FC1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1225_STAMPING: Z 244 1961
 FC1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1225+STABILITY: SURFACE MOTION
 FC1225
 FC1225  HISTORY     - Date     Condition        Report By
 FC1225  HISTORY     - 1961     MONUMENTED       CGS
 FC1225  HISTORY     - 1962     GOOD             NGS
 FC1225  HISTORY     - 1972     GOOD             TVA
 FC1225  HISTORY     - 1983     GOOD             USPSQD
 FC1225
 FC1225                          STATION DESCRIPTION
 FC1225
 FC1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1225'2.3 MI N FROM OOLTEWAH.
 FC1225'TO REACH THE MARK FROM THE JUNCTION OF GEORGETOWN PIKE AND U.S.
 FC1225'HIGHWAY 11 IN OOLTEWAH GO NORTH ON GEORGETOWN PIKE 2.3 MILES TO
 FC1225'THE MARK ON THE RIGHT, 32 FEET EAST OF CENTER OF GEORGETOWN PIKE,
 FC1225'13 FEET SOUTH OF A POINT MIDWAY BETWEEN TWO TWIN CEDAR TREES,
 FC1225'2.9 FEET WEST OF FENCE, 2.8 FEET NORTH OF WITNESS POST.  A
 FC1225'STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FC1225'GROUND AND IS ABOUT 2.5 FEET ABOVE THE LEVEL OF THE ROAD.
 FC1225
 FC1225                          STATION RECOVERY (1972)
 FC1225
 FC1225'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1225'RECOVERED IN GOOD CONDITION.
 FC1225
 FC1225                          STATION RECOVERY (1983)
 FC1225
 FC1225'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1450 ***********************************************************************
 FC1450  DESIGNATION -  Z 245
 FC1450  PID         -  FC1450
 FC1450  STATE/COUNTY-  TN/MARION
 FC1450  USGS QUAD   -  SEQUATCHIE (1982)
 FC1450
 FC1450                         *CURRENT SURVEY CONTROL
 FC1450  ___________________________________________________________________
 FC1450* NAD 83(1986)-  35 02 13.     (N)    085 35 37.     (W)     SCALED    
 FC1450* NAVD 88     -       214.052  (meters)     702.27   (feet)  ADJUSTED  
 FC1450  ___________________________________________________________________
 FC1450  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1450  DYNAMIC HT  -         213.844 (meters)     701.59  (feet)  COMP
 FC1450  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 FC1450
 FC1450  VERT ORDER  -  SECOND    CLASS 0
 FC1450
 FC1450.The horizontal coordinates were scaled from a topographic map and have
 FC1450.an estimated accuracy of +/- 6 seconds.
 FC1450
 FC1450.The orthometric height was determined by differential leveling
 FC1450.and adjusted by the National Geodetic Survey in June 1991..
 FC1450
 FC1450.The geoid height was determined by GEOID03.
 FC1450
 FC1450.The dynamic height is computed by dividing the NAVD 88
 FC1450.geopotential number by the normal gravity value computed on the
 FC1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1450.degrees latitude (g = 980.6199 gals.).
 FC1450
 FC1450.The modeled gravity was interpolated from observed gravity values.
 FC1450
 FC1450;                    North         East    Units  Estimated Accuracy
 FC1450;SPC TN       -    78,140.      637,080.      MT  (+/- 180 meters Scaled)
 FC1450
 FC1450                          SUPERSEDED SURVEY CONTROL
 FC1450
 FC1450  NGVD 29 (??/??/92)  214.057  (m)          702.29   (f) ADJ UNCH    2 0
 FC1450
 FC1450.Superseded values are not recommended for survey control.
 FC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1450.See file dsdata.txt to determine how the superseded data were derived.
 FC1450
 FC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD282780(NAD 83)
 FC1450_MARKER: DB = BENCH MARK DISK
 FC1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1450_STAMPING: Z 245 1962
 FC1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1450+STABILITY: SURFACE MOTION
 FC1450
 FC1450  HISTORY     - Date     Condition        Report By
 FC1450  HISTORY     - 1962     MONUMENTED       CGS
 FC1450  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1450
 FC1450                          STATION DESCRIPTION
 FC1450
 FC1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1450'3.5 MI W FROM HALETOWN.
 FC1450'TO REACH THE MARK FROM THE WEST END OF THE BRIDGE ON U.S.
 FC1450'HIGHWAYS 41-64-72 OVER THE TENNESSEE RIVER AT THE WEST EDGE OF
 FC1450'HALETOWN, GO WEST ON U.S. HIGHWAYS 41-64-72 FOR 2.1 MILES, THENCE
 FC1450'SOUTHWEST ALONG BLACKTOP ROAD FOR 0.55 MILE TO AN OLD BLADED
 FC1450'ROAD, THENCE WEST FOR 0.85 MILE TO THE MARK SET NEAR AN ABANDONED
 FC1450'FARM HOUSE, 112 FEET SOUTHEAST OF A WOOD BRIDGE UNDER BLADED
 FC1450'ROAD, 88 FEET SOUTH OF POWER LINE POLE NUMBER 987, 71.5 FEET
 FC1450'WEST OF WEST CORNER OF ABANDONED FARM HOUSE WITH STONE CHIMNEY,
 FC1450'60 FEET SOUTH OF SPRING BUILT UP WITH ROCK, 20 FEET SOUTH OF THE
 FC1450'CENTER OF OLD BLADED ROAD, 3.2 FEET WEST OF A METAL WITNESS POST,
 FC1450'AND 1.2 FEET NORTH OF A FENCE.  A STANDARD DISK SET IN THE TOP
 FC1450'OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 FC1450'ROAD.
 FC1450
 FC1450                          STATION RECOVERY (1983)
 FC1450
 FC1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1450'NOT RECOVERED, PROBABLY DESTROYED BY INTERSTATE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1801 ***********************************************************************
 GA1801  DESIGNATION -  Z 246
 GA1801  PID         -  GA1801
 GA1801  STATE/COUNTY-  TN/HAMBLEN
 GA1801  USGS QUAD   -  MORRISTOWN (1979)
 GA1801
 GA1801                         *CURRENT SURVEY CONTROL
 GA1801  ___________________________________________________________________
 GA1801* NAD 83(1986)-  36 11 36.     (N)    083 21 28.     (W)     SCALED    
 GA1801* NAVD 88     -       396.498  (meters)    1300.84   (feet)  ADJUSTED  
 GA1801  ___________________________________________________________________
 GA1801  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1801  DYNAMIC HT  -         396.134 (meters)    1299.65  (feet)  COMP
 GA1801  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 GA1801
 GA1801  VERT ORDER  -  FIRST     CLASS I
 GA1801
 GA1801.The horizontal coordinates were scaled from a topographic map and have
 GA1801.an estimated accuracy of +/- 6 seconds.
 GA1801
 GA1801.The orthometric height was determined by differential leveling
 GA1801.and adjusted by the National Geodetic Survey in June 1991..
 GA1801
 GA1801.The geoid height was determined by GEOID03.
 GA1801
 GA1801.The dynamic height is computed by dividing the NAVD 88
 GA1801.geopotential number by the normal gravity value computed on the
 GA1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1801.degrees latitude (g = 980.6199 gals.).
 GA1801
 GA1801.The modeled gravity was interpolated from observed gravity values.
 GA1801
 GA1801;                    North         East    Units  Estimated Accuracy
 GA1801;SPC TN       -   209,580.      837,610.      MT  (+/- 180 meters Scaled)
 GA1801
 GA1801                          SUPERSEDED SURVEY CONTROL
 GA1801
 GA1801  NGVD 29 (??/??/92)  396.624  (m)         1301.26   (f) ADJ UNCH    1 1
 GA1801
 GA1801.Superseded values are not recommended for survey control.
 GA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1801.See file dsdata.txt to determine how the superseded data were derived.
 GA1801
 GA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA880079(NAD 83)
 GA1801_MARKER: DB = BENCH MARK DISK
 GA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1801_STAMPING: Z 246 1967
 GA1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1801+STABILITY: SURFACE MOTION
 GA1801
 GA1801  HISTORY     - Date     Condition        Report By
 GA1801  HISTORY     - 1967     MONUMENTED       CGS
 GA1801
 GA1801                          STATION DESCRIPTION
 GA1801
 GA1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1801'3.8 MI W FROM MORRISTOWN.
 GA1801'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1801'MORRISTOWN, ABOUT 0.6 MILE WEST OF THE MANLEY SCHOOL, AT A ROAD
 GA1801'INTERSECTION, 173 FEET WEST OF THE CENTER LINE OF THE ROAD
 GA1801'LEADING SOUTH, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2
 GA1801'FEET NORTH OF THE FENCE LINE, 1.4 FEET EAST OF A METAL WITNESS
 GA1801'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 GA1801'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 GA1801'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2201 ***********************************************************************
 GA2201  DESIGNATION -  Z 247
 GA2201  PID         -  GA2201
 GA2201  STATE/COUNTY-  TN/JEFFERSON
 GA2201  USGS QUAD   -  MASCOT (1987)
 GA2201
 GA2201                         *CURRENT SURVEY CONTROL
 GA2201  ___________________________________________________________________
 GA2201* NAD 83(1986)-  36 04 40.     (N)    083 38 04.     (W)     SCALED    
 GA2201* NAVD 88     -       284.616  (meters)     933.78   (feet)  ADJUSTED  
 GA2201  ___________________________________________________________________
 GA2201  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2201  DYNAMIC HT  -         284.356 (meters)     932.92  (feet)  COMP
 GA2201  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 GA2201
 GA2201  VERT ORDER  -  FIRST     CLASS I
 GA2201
 GA2201.The horizontal coordinates were scaled from a topographic map and have
 GA2201.an estimated accuracy of +/- 6 seconds.
 GA2201
 GA2201.The orthometric height was determined by differential leveling
 GA2201.and adjusted by the National Geodetic Survey in June 1991..
 GA2201
 GA2201.The geoid height was determined by GEOID03.
 GA2201
 GA2201.The dynamic height is computed by dividing the NAVD 88
 GA2201.geopotential number by the normal gravity value computed on the
 GA2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2201.degrees latitude (g = 980.6199 gals.).
 GA2201
 GA2201.The modeled gravity was interpolated from observed gravity values.
 GA2201
 GA2201;                    North         East    Units  Estimated Accuracy
 GA2201;SPC TN       -   196,120.      813,050.      MT  (+/- 180 meters Scaled)
 GA2201
 GA2201                          SUPERSEDED SURVEY CONTROL
 GA2201
 GA2201  NGVD 29 (??/??/92)  284.749  (m)          934.21   (f) ADJ UNCH    1 1
 GA2201
 GA2201.Superseded values are not recommended for survey control.
 GA2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2201.See file dsdata.txt to determine how the superseded data were derived.
 GA2201
 GA2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV627957(NAD 83)
 GA2201_MARKER: DB = BENCH MARK DISK
 GA2201_SETTING: 66 = SET IN ROCK OUTCROP
 GA2201_SP_SET: ROCK OUTCROP
 GA2201_STAMPING: Z 247 1967
 GA2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2201+STABILITY: POSITION/ELEVATION WELL
 GA2201
 GA2201  HISTORY     - Date     Condition        Report By
 GA2201  HISTORY     - 1967     MONUMENTED       CGS
 GA2201
 GA2201                          STATION DESCRIPTION
 GA2201
 GA2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2201'3.1 MI E FROM STRAWBERRY PLAINS.
 GA2201'ABOUT 3.1 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2201'OFFICE AT STRAWBERRY PLAINS, ABOUT 127 YARDS WEST OF THE JUNCTION
 GA2201'OF A GRAVELED ROAD LEADING SOUTH, SET ON THE TOP OF A ROCK OUTCROP
 GA2201'WHICH IS ABOUT 30 FEET LONG-5 FEET HIGH AND IS PART OF A RIDGE
 GA2201'BETWEEN THE ROAD AND THE SOUTHERN RAILWAY, 117 FEET SOUTHWEST OF
 GA2201'AND ACROSS THE TRACK FROM MILEPOST 111, 27 FEET NORTH OF THE
 GA2201'CENTER LINE OF THE ROAD, 49 FEET SOUTH OF THE SOUTH RAIL OF THE
 GA2201'EASTBOUND TRACK, ABOUT LEVEL WITH THE TRACK AND 5 FEET ABOVE THE
 GA2201'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1885 ***********************************************************************
 FB1885  DESIGNATION -  Z 248
 FB1885  PID         -  FB1885
 FB1885  STATE/COUNTY-  TN/KNOX
 FB1885  USGS QUAD   -  KNOXVILLE (1978)
 FB1885
 FB1885                         *CURRENT SURVEY CONTROL
 FB1885  ___________________________________________________________________
 FB1885* NAD 83(1986)-  35 58 40.     (N)    083 54 55.     (W)     SCALED    
 FB1885* NAVD 88     -       273.206  (meters)     896.34   (feet)  ADJUSTED  
 FB1885  ___________________________________________________________________
 FB1885  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1885  DYNAMIC HT  -         272.954 (meters)     895.52  (feet)  COMP
 FB1885  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FB1885
 FB1885  VERT ORDER  -  FIRST     CLASS I
 FB1885
 FB1885.The horizontal coordinates were scaled from a topographic map and have
 FB1885.an estimated accuracy of +/- 6 seconds.
 FB1885
 FB1885.The orthometric height was determined by differential leveling
 FB1885.and adjusted by the National Geodetic Survey in June 1991..
 FB1885
 FB1885.The geoid height was determined by GEOID03.
 FB1885
 FB1885.The dynamic height is computed by dividing the NAVD 88
 FB1885.geopotential number by the normal gravity value computed on the
 FB1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1885.degrees latitude (g = 980.6199 gals.).
 FB1885
 FB1885.The modeled gravity was interpolated from observed gravity values.
 FB1885
 FB1885;                    North         East    Units  Estimated Accuracy
 FB1885;SPC TN       -   184,450.      788,000.      MT  (+/- 180 meters Scaled)
 FB1885
 FB1885                          SUPERSEDED SURVEY CONTROL
 FB1885
 FB1885  NGVD 29 (12/12/91)  273.338  (m)          896.78   (f) ADJUSTED    1 1
 FB1885
 FB1885.Superseded values are not recommended for survey control.
 FB1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1885.See file dsdata.txt to determine how the superseded data were derived.
 FB1885
 FB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV371854(NAD 83)
 FB1885_MARKER: DB = BENCH MARK DISK
 FB1885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1885_SP_SET: ABUTMENT
 FB1885_STAMPING: Z 248 1967
 FB1885_MARK LOGO: CGS   
 FB1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB1885+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1885
 FB1885  HISTORY     - Date     Condition        Report By
 FB1885  HISTORY     - 1967     MONUMENTED       CGS
 FB1885  HISTORY     - 1983     GOOD             NGS
 FB1885  HISTORY     - 20010323 GOOD             USPSQD
 FB1885  HISTORY     - 20060112 GOOD             USPSQD
 FB1885
 FB1885                          STATION DESCRIPTION
 FB1885
 FB1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1885'AT KNOXVILLE.
 FB1885'AT KNOXVILLE, ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN
 FB1885'RAILWAY FROM THE STATION, 34 1/2 FEET EAST OF AND ACROSS THE
 FB1885'TRACK FROM MILEPOST 130, SET ON THE TOP OF THE EAST END OF THE
 FB1885'NORTH CONCRETE ABUTMENT OF AN OVERPASS OVER EAST FIFTH AVENUE,
 FB1885'7.5 FEET EAST OF THE EAST RAIL OF THE EASTBOUND TRACK AND 1 FOOT
 FB1885'BELOW THE LEVEL OF THE TRACK.
 FB1885
 FB1885                          STATION RECOVERY (1983)
 FB1885
 FB1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1885'RECOVERED IN GOOD CONDITION.
 FB1885
 FB1885                          STATION RECOVERY (2001)
 FB1885
 FB1885'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1885'RECOVERED IN GOOD CONDITION.
 FB1885
 FB1885                          STATION RECOVERY (2006)
 FB1885
 FB1885'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0849 ***********************************************************************
 FC0849  DESIGNATION -  Z 249
 FC0849  PID         -  FC0849
 FC0849  STATE/COUNTY-  TN/MORGAN
 FC0849  USGS QUAD   -  HARRIMAN (1980)
 FC0849
 FC0849                         *CURRENT SURVEY CONTROL
 FC0849  ___________________________________________________________________
 FC0849* NAD 83(1986)-  35 58 56.     (N)    084 33 32.     (W)     SCALED    
 FC0849* NAVD 88     -       245.025  (meters)     803.89   (feet)  ADJUSTED  
 FC0849  ___________________________________________________________________
 FC0849  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0849  DYNAMIC HT  -         244.801 (meters)     803.15  (feet)  COMP
 FC0849  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FC0849
 FC0849  VERT ORDER  -  FIRST     CLASS I
 FC0849
 FC0849.The horizontal coordinates were scaled from a topographic map and have
 FC0849.an estimated accuracy of +/- 6 seconds.
 FC0849
 FC0849.The orthometric height was determined by differential leveling
 FC0849.and adjusted by the National Geodetic Survey in June 1991..
 FC0849
 FC0849.The geoid height was determined by GEOID03.
 FC0849
 FC0849.The dynamic height is computed by dividing the NAVD 88
 FC0849.geopotential number by the normal gravity value computed on the
 FC0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0849.degrees latitude (g = 980.6199 gals.).
 FC0849
 FC0849.The modeled gravity was interpolated from observed gravity values.
 FC0849
 FC0849;                    North         East    Units  Estimated Accuracy
 FC0849;SPC TN       -   183,900.      729,950.      MT  (+/- 180 meters Scaled)
 FC0849
 FC0849                          SUPERSEDED SURVEY CONTROL
 FC0849
 FC0849  NGVD 29 (??/??/92)  245.138  (m)          804.26   (f) ADJ UNCH    1 1
 FC0849
 FC0849.Superseded values are not recommended for survey control.
 FC0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0849.See file dsdata.txt to determine how the superseded data were derived.
 FC0849
 FC0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE200847(NAD 83)
 FC0849_MARKER: DB = BENCH MARK DISK
 FC0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0849_SP_SET: CONCRETE FOUNDATION
 FC0849_STAMPING: Z 249 1968
 FC0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0849
 FC0849  HISTORY     - Date     Condition        Report By
 FC0849  HISTORY     - 1968     MONUMENTED       CGS
 FC0849  HISTORY     - 1972     GOOD             TVA
 FC0849
 FC0849                          STATION DESCRIPTION
 FC0849
 FC0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0849'0.4 MI S FROM OAKDALE.
 FC0849'ABOUT 0.4 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0849'AT OAKDALE, 17 FEET NORTH OF THE NORTH FACE OF TUNNEL NUMBER 26,
 FC0849'SET IN THE TOP OF THE NORTHEAST CORNER OF AN ABANDONED CONCRETE
 FC0849'FOUNDATION, 9 FEET WEST OF THE WEST RAIL, 67 FEET SOUTHWEST AND
 FC0849'ACROSS THE TRACK FROM A METAL TELEPHONE BOX, 1 FOOT SOUTHEAST OF
 FC0849'THE NORTHWEST ROCK WALL OF A CUT FOR THE RAILROAD, AND ABOUT 1
 FC0849'FOOT ABOVE THE LEVEL OF THE TRACK.
 FC0849
 FC0849                          STATION RECOVERY (1972)
 FC0849
 FC0849'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1478 ***********************************************************************
 FC1478  CBN         -  This is a Cooperative Base Network Control Station.
 FC1478  DESIGNATION -  Z 25
 FC1478  PID         -  FC1478
 FC1478  STATE/COUNTY-  TN/WARREN
 FC1478  USGS QUAD   -  SHORT MOUNTAIN (1982)
 FC1478
 FC1478                         *CURRENT SURVEY CONTROL
 FC1478  ___________________________________________________________________
 FC1478* NAD 83(1995)-  35 45 04.55772(N)    085 57 38.08104(W)     ADJUSTED  
 FC1478* NAVD 88     -       340.382  (meters)    1116.74   (feet)  ADJUSTED  
 FC1478  ___________________________________________________________________
 FC1478  X           -     365,064.655 (meters)                     COMP
 FC1478  Y           -  -5,169,550.975 (meters)                     COMP
 FC1478  Z           -   3,706,010.635 (meters)                     COMP
 FC1478  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FC1478  ELLIP HEIGHT-         311.36  (meters)          (08/03/04) GPS OBS
 FC1478  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1478  DYNAMIC HT  -         340.064 (meters)    1115.69  (feet)  COMP
 FC1478  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 FC1478
 FC1478  HORZ ORDER  -  A
 FC1478  VERT ORDER  -  SECOND    CLASS 0
 FC1478  ELLP ORDER  -  FOURTH    CLASS I
 FC1478
 FC1478.The horizontal coordinates were established by GPS observations
 FC1478.and adjusted by the National Geodetic Survey in August 2004..
 FC1478
 FC1478.The orthometric height was determined by differential leveling
 FC1478.and adjusted by the National Geodetic Survey in June 1991..
 FC1478
 FC1478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1478
 FC1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1478
 FC1478.The ellipsoidal height was determined by GPS observations
 FC1478.and is referenced to NAD 83.
 FC1478
 FC1478.The geoid height was determined by GEOID03.
 FC1478
 FC1478.The dynamic height is computed by dividing the NAVD 88
 FC1478.geopotential number by the normal gravity value computed on the
 FC1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1478.degrees latitude (g = 980.6199 gals.).
 FC1478
 FC1478.The modeled gravity was interpolated from observed gravity values.
 FC1478
 FC1478;                    North         East     Units Scale Factor Converg.
 FC1478;SPC TN       -   157,318.857   603,565.375   MT  0.99994944   +0 01 23.1
 FC1478;SPC TN       -   516,136.95  1,980,197.40   sFT  0.99994944   +0 01 23.1
 FC1478;UTM  16      - 3,956,858.867   593,975.571   MT  0.99970882   +0 36 26.4
 FC1478
 FC1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1478!SPC TN       -   0.99995113  x   0.99994944  =   0.99990058
 FC1478!UTM  16      -   0.99995113  x   0.99970882  =   0.99965997
 FC1478
 FC1478                          SUPERSEDED SURVEY CONTROL
 FC1478
 FC1478  NAVD 88 (08/03/04)  340.38   (m)         1116.7    (f) LEVELING    3  
 FC1478
 FC1478.Superseded values are not recommended for survey control.
 FC1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1478.See file dsdata.txt to determine how the superseded data were derived.
 FC1478
 FC1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9397656859(NAD 83)
 FC1478_MARKER: DB = BENCH MARK DISK
 FC1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1478_STAMPING: 1117.058 Z 25 1934
 FC1478_MARK LOGO: NONE  
 FC1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1478+STABILITY: SURFACE MOTION
 FC1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1478+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1478
 FC1478  HISTORY     - Date     Condition        Report By
 FC1478  HISTORY     - 1934     MONUMENTED       CGS
 FC1478  HISTORY     - 1943     GOOD             NGS
 FC1478  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1478  HISTORY     - 20031010 GOOD             TNDT
 FC1478
 FC1478                          STATION DESCRIPTION
 FC1478
 FC1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1478'2.8 MI NW FROM CENTERTOWN.
 FC1478'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL
 FC1478'STORE AT CENTERTOWN, WARREN COUNTY, 75 FEET EAST OF BAILEYS
 FC1478'STORE IN 1935, 55 FEET WEST OF A HOUSE ON THE TOP OF A HILL, 46
 FC1478'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 41.8 FEET EAST
 FC1478'OF A 26-INCH OAK TREE.  A STANDARD DISK, STAMPED 1117.058 Z 25
 FC1478'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1478
 FC1478                          STATION RECOVERY (2002)
 FC1478
 FC1478'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1478'MARK NOT FOUND.
 FC1478
 FC1478                          STATION RECOVERY (2003)
 FC1478
 FC1478'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0401 ***********************************************************************
 FC0401  DESIGNATION -  Z 256
 FC0401  PID         -  FC0401
 FC0401  STATE/COUNTY-  TN/BRADLEY
 FC0401  USGS QUAD   -  CHARLESTON (1980)
 FC0401
 FC0401                         *CURRENT SURVEY CONTROL
 FC0401  ___________________________________________________________________
 FC0401* NAD 83(1986)-  35 15 22.     (N)    084 47 27.     (W)     SCALED    
 FC0401* NAVD 88     -       226.019  (meters)     741.53   (feet)  ADJUSTED  
 FC0401  ___________________________________________________________________
 FC0401  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0401  DYNAMIC HT  -         225.797 (meters)     740.80  (feet)  COMP
 FC0401  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 FC0401
 FC0401  VERT ORDER  -  FIRST     CLASS I
 FC0401
 FC0401.The horizontal coordinates were scaled from a topographic map and have
 FC0401.an estimated accuracy of +/- 6 seconds.
 FC0401
 FC0401.The orthometric height was determined by differential leveling
 FC0401.and adjusted by the National Geodetic Survey in June 1991..
 FC0401
 FC0401.The geoid height was determined by GEOID03.
 FC0401
 FC0401.The dynamic height is computed by dividing the NAVD 88
 FC0401.geopotential number by the normal gravity value computed on the
 FC0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0401.degrees latitude (g = 980.6199 gals.).
 FC0401
 FC0401.The modeled gravity was interpolated from observed gravity values.
 FC0401
 FC0401;                    North         East    Units  Estimated Accuracy
 FC0401;SPC TN       -   103,060.      710,040.      MT  (+/- 180 meters Scaled)
 FC0401
 FC0401                          SUPERSEDED SURVEY CONTROL
 FC0401
 FC0401  NGVD 29 (??/??/92)  226.050  (m)          741.63   (f) ADJ UNCH    1 1
 FC0401
 FC0401.Superseded values are not recommended for survey control.
 FC0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0401.See file dsdata.txt to determine how the superseded data were derived.
 FC0401
 FC0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE009036(NAD 83)
 FC0401_MARKER: DB = BENCH MARK DISK
 FC0401_SETTING: 66 = SET IN ROCK OUTCROP
 FC0401_SP_SET: SET IN ROCK OUTCROP
 FC0401_STAMPING: Z 256 1968
 FC0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0401+STABILITY: POSITION/ELEVATION WELL
 FC0401
 FC0401  HISTORY     - Date     Condition        Report By
 FC0401  HISTORY     - 1968     MONUMENTED       CGS
 FC0401
 FC0401                          STATION DESCRIPTION
 FC0401
 FC0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0401'2.7 MI SW FROM CHARLESTON.
 FC0401'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0401'CHARLESTON SCHOOL AT CHARLESTON, 67 FEET SOUTH OF THE CENTER OF
 FC0401'THE JUNCTION OF A BLACKTOP ROAD LEADING NORTHWEST, SET IN THE
 FC0401'TOP OF A SLOPING ROCK LEDGE THAT IS ABOUT 18 FEET LONG BY 2
 FC0401'FEET WIDE AND 1 FOOT HIGH, NEAR THE SOUTHWEST END OF A CUT THAT
 FC0401'IS ABOUT 0.2 MILE LONG AND 30 FEET HIGH, 30 1/2 FEET SOUTHEAST
 FC0401'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST OF THE
 FC0401'NORTHEAST END OF THE LEDGE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0525 ***********************************************************************
 FC0525  DESIGNATION -  Z 257
 FC0525  PID         -  FC0525
 FC0525  STATE/COUNTY-  TN/MCMINN
 FC0525  USGS QUAD   -  ATHENS (1990)
 FC0525
 FC0525                         *CURRENT SURVEY CONTROL
 FC0525  ___________________________________________________________________
 FC0525* NAD 83(1986)-  35 29 06.     (N)    084 35 14.     (W)     SCALED    
 FC0525* NAVD 88     -       274.154  (meters)     899.45   (feet)  ADJUSTED  
 FC0525  ___________________________________________________________________
 FC0525  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0525  DYNAMIC HT  -         273.886 (meters)     898.57  (feet)  COMP
 FC0525  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 FC0525
 FC0525  VERT ORDER  -  FIRST     CLASS I
 FC0525
 FC0525.The horizontal coordinates were scaled from a topographic map and have
 FC0525.an estimated accuracy of +/- 6 seconds.
 FC0525
 FC0525.The orthometric height was determined by differential leveling
 FC0525.and adjusted by the National Geodetic Survey in June 1991..
 FC0525
 FC0525.The geoid height was determined by GEOID03.
 FC0525
 FC0525.The dynamic height is computed by dividing the NAVD 88
 FC0525.geopotential number by the normal gravity value computed on the
 FC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0525.degrees latitude (g = 980.6199 gals.).
 FC0525
 FC0525.The modeled gravity was interpolated from observed gravity values.
 FC0525
 FC0525;                    North         East    Units  Estimated Accuracy
 FC0525;SPC TN       -   128,700.      728,200.      MT  (+/- 180 meters Scaled)
 FC0525
 FC0525                          SUPERSEDED SURVEY CONTROL
 FC0525
 FC0525  NGVD 29 (??/??/92)  274.211  (m)          899.64   (f) ADJ UNCH    1 1
 FC0525
 FC0525.Superseded values are not recommended for survey control.
 FC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0525.See file dsdata.txt to determine how the superseded data were derived.
 FC0525
 FC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE188295(NAD 83)
 FC0525_MARKER: DB = BENCH MARK DISK
 FC0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0525_SP_SET: CULVERT
 FC0525_STAMPING: Z 257 1968
 FC0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0525
 FC0525  HISTORY     - Date     Condition        Report By
 FC0525  HISTORY     - 1968     MONUMENTED       CGS
 FC0525
 FC0525                          STATION DESCRIPTION
 FC0525
 FC0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0525'3.2 MI NE FROM ATHENS.
 FC0525'ABOUT 3.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0525'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, SET IN THE TOP OF THE
 FC0525'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 5-FOOT CONCRETE BOX
 FC0525'CULVERT UNDER BOTH LANES OF THE HIGHWAY, 37 1/2 FEET NORTHWEST OF
 FC0525'THE CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 1
 FC0525'FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 8
 FC0525'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0014 ***********************************************************************
 FC0014  DESIGNATION -  Z 258
 FC0014  PID         -  FC0014
 FC0014  STATE/COUNTY-  TN/MONROE
 FC0014  USGS QUAD   -  SWEETWATER (1989)
 FC0014
 FC0014                         *CURRENT SURVEY CONTROL
 FC0014  ___________________________________________________________________
 FC0014* NAD 83(1986)-  35 36 52.     (N)    084 27 25.     (W)     SCALED    
 FC0014* NAVD 88     -       277.123  (meters)     909.19   (feet)  ADJUSTED  
 FC0014  ___________________________________________________________________
 FC0014  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0014  DYNAMIC HT  -         276.855 (meters)     908.32  (feet)  COMP
 FC0014  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 FC0014
 FC0014  VERT ORDER  -  FIRST     CLASS I
 FC0014
 FC0014.The horizontal coordinates were scaled from a topographic map and have
 FC0014.an estimated accuracy of +/- 6 seconds.
 FC0014
 FC0014.The orthometric height was determined by differential leveling
 FC0014.and adjusted by the National Geodetic Survey in June 1991..
 FC0014
 FC0014.The geoid height was determined by GEOID03.
 FC0014
 FC0014.The dynamic height is computed by dividing the NAVD 88
 FC0014.geopotential number by the normal gravity value computed on the
 FC0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0014.degrees latitude (g = 980.6199 gals.).
 FC0014
 FC0014.The modeled gravity was interpolated from observed gravity values.
 FC0014
 FC0014;                    North         East    Units  Estimated Accuracy
 FC0014;SPC TN       -   143,240.      739,790.      MT  (+/- 180 meters Scaled)
 FC0014
 FC0014                          SUPERSEDED SURVEY CONTROL
 FC0014
 FC0014  NGVD 29 (??/??/92)  277.200  (m)          909.45   (f) ADJ UNCH    1 1
 FC0014
 FC0014.Superseded values are not recommended for survey control.
 FC0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0014.See file dsdata.txt to determine how the superseded data were derived.
 FC0014
 FC0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE303441(NAD 83)
 FC0014_MARKER: DB = BENCH MARK DISK
 FC0014_SETTING: 66 = SET IN ROCK OUTCROP
 FC0014_SP_SET: ROCK CUT
 FC0014_STAMPING: Z 258 1968
 FC0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0014+STABILITY: POSITION/ELEVATION WELL
 FC0014
 FC0014  HISTORY     - Date     Condition        Report By
 FC0014  HISTORY     - 1968     MONUMENTED       CGS
 FC0014
 FC0014                          STATION DESCRIPTION
 FC0014
 FC0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0014'1.1 MI NE FROM SWEETWATER.
 FC0014'ABOUT 1.05 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0014'STATION AT SWEETWATER, ABOUT 0.15 MILE SOUTHWEST OF A 35-FOOT
 FC0014'BRIDGE OVER SWEETWATER CREEK, ABOUT 0.1 MILE NORTHEAST OF
 FC0014'MILEPOST 171, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 FC0014'EXTENDING SOUTH AND NORTHEAST, SET IN THE TOP AND ON ABOUT THE
 FC0014'HIGHEST POINT OF A ROCK THAT IS ABOUT 7 FEET LONG BY 3 FEET
 FC0014'HIGH WHICH IS PART OF A 10-FOOT HIGH CUT, 12.9 FEET SOUTHEAST
 FC0014'OF THE SOUTHEAST RAIL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0014'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0086 ***********************************************************************
 FC0086  DESIGNATION -  Z 259
 FC0086  PID         -  FC0086
 FC0086  STATE/COUNTY-  TN/KNOX
 FC0086  USGS QUAD   -  CONCORD (1984)
 FC0086
 FC0086                         *CURRENT SURVEY CONTROL
 FC0086  ___________________________________________________________________
 FC0086* NAD 83(1986)-  35 50 59.     (N)    084 10 09.     (W)     SCALED    
 FC0086* NAVD 88     -       250.316  (meters)     821.25   (feet)  ADJUSTED  
 FC0086  ___________________________________________________________________
 FC0086  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0086  DYNAMIC HT  -         250.080 (meters)     820.47  (feet)  COMP
 FC0086  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 FC0086
 FC0086  VERT ORDER  -  FIRST     CLASS I
 FC0086
 FC0086.The horizontal coordinates were scaled from a topographic map and have
 FC0086.an estimated accuracy of +/- 6 seconds.
 FC0086
 FC0086.The orthometric height was determined by differential leveling
 FC0086.and adjusted by the National Geodetic Survey in June 1991..
 FC0086
 FC0086.The geoid height was determined by GEOID03.
 FC0086
 FC0086.The dynamic height is computed by dividing the NAVD 88
 FC0086.geopotential number by the normal gravity value computed on the
 FC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0086.degrees latitude (g = 980.6199 gals.).
 FC0086
 FC0086.The modeled gravity was interpolated from observed gravity values.
 FC0086
 FC0086;                    North         East    Units  Estimated Accuracy
 FC0086;SPC TN       -   169,790.      765,370.      MT  (+/- 180 meters Scaled)
 FC0086
 FC0086                          SUPERSEDED SURVEY CONTROL
 FC0086
 FC0086  NGVD 29 (??/??/92)  250.437  (m)          821.64   (f) ADJ UNCH    1 1
 FC0086
 FC0086.Superseded values are not recommended for survey control.
 FC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0086.See file dsdata.txt to determine how the superseded data were derived.
 FC0086
 FC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE556709(NAD 83)
 FC0086_MARKER: DB = BENCH MARK DISK
 FC0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0086_SP_SET: BRIDGE
 FC0086_STAMPING: Z 259 1968
 FC0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0086
 FC0086  HISTORY     - Date     Condition        Report By
 FC0086  HISTORY     - 1968     MONUMENTED       CGS
 FC0086
 FC0086                          STATION DESCRIPTION
 FC0086
 FC0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0086'2.1 MI SW FROM CONCORD.
 FC0086'ABOUT 2.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0086'POST OFFICE AT CONCORD, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 147,
 FC0086'SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 FC0086'BRIDGE OVER LITTLE TURKEY CREEK, 7 FEET NORTH OF THE NORTH RAIL,
 FC0086'1.2 FEET SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT 1 1/2
 FC0086'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1643 ***********************************************************************
 GC1643  DESIGNATION -  Z 26
 GC1643  PID         -  GC1643
 GC1643  STATE/COUNTY-  TN/HOUSTON
 GC1643  USGS QUAD   -  ERIN (1981)
 GC1643
 GC1643                         *CURRENT SURVEY CONTROL
 GC1643  ___________________________________________________________________
 GC1643* NAD 83(1986)-  36 19 08.     (N)    087 40 24.     (W)     SCALED    
 GC1643* NAVD 88     -       125.074  (meters)     410.35   (feet)  ADJUSTED  
 GC1643  ___________________________________________________________________
 GC1643  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1643  DYNAMIC HT  -         124.969 (meters)     410.00  (feet)  COMP
 GC1643  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GC1643
 GC1643  VERT ORDER  -  SECOND    CLASS 0
 GC1643
 GC1643.The horizontal coordinates were scaled from a topographic map and have
 GC1643.an estimated accuracy of +/- 6 seconds.
 GC1643
 GC1643.The orthometric height was determined by differential leveling
 GC1643.and adjusted by the National Geodetic Survey in June 1991..
 GC1643
 GC1643.The geoid height was determined by GEOID03.
 GC1643
 GC1643.The dynamic height is computed by dividing the NAVD 88
 GC1643.geopotential number by the normal gravity value computed on the
 GC1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1643.degrees latitude (g = 980.6199 gals.).
 GC1643
 GC1643.The modeled gravity was interpolated from observed gravity values.
 GC1643
 GC1643;                    North         East    Units  Estimated Accuracy
 GC1643;SPC TN       -   221,580.      449,750.      MT  (+/- 180 meters Scaled)
 GC1643
 GC1643                          SUPERSEDED SURVEY CONTROL
 GC1643
 GC1643  NGVD 29 (??/??/92)  125.118  (m)          410.49   (f) ADJ UNCH    2 0
 GC1643
 GC1643.Superseded values are not recommended for survey control.
 GC1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1643.See file dsdata.txt to determine how the superseded data were derived.
 GC1643
 GC1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF395195(NAD 83)
 GC1643_MARKER: DB = BENCH MARK DISK
 GC1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1643_STAMPING: 410.721 Z 26 1934
 GC1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1643+STABILITY: SURFACE MOTION
 GC1643
 GC1643  HISTORY     - Date     Condition        Report By
 GC1643  HISTORY     - 1934     MONUMENTED       CGS
 GC1643
 GC1643                          STATION DESCRIPTION
 GC1643
 GC1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1643'2 MI E FROM ERIN.
 GC1643'2.0 MILES EAST ALONG STATE HIGHWAY 13 FROM ERIN, HOUSTON COUNTY,
 GC1643'AT THE JUNCTION OF STATE HIGHWAY 49, 96 FEET SOUTH OF THE
 GC1643'CENTERLINE OF STATE HIGHWAY 49, AND 30 FEET EAST OF THE CENTERLINE
 GC1643'OF STATE HIGHWAY 13, AT A SERVICE STATION AT THE SOUTHEAST CORNER
 GC1643'OF THE JUNCTION, AND IN THE YARD.  A STANDARD DISK, STAMPED
 GC1643'410.721 Z 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0394 ***********************************************************************
 FF0394  DESIGNATION -  Z 260
 FF0394  PID         -  FF0394
 FF0394  STATE/COUNTY-  TN/SHELBY
 FF0394  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0394
 FF0394                         *CURRENT SURVEY CONTROL
 FF0394  ___________________________________________________________________
 FF0394* NAD 83(1986)-  35 02 07.     (N)    090 04 19.     (W)     SCALED    
 FF0394* NAVD 88     -        73.785  (meters)     242.08   (feet)  ADJUSTED  
 FF0394  ___________________________________________________________________
 FF0394  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0394  DYNAMIC HT  -          73.717 (meters)     241.85  (feet)  COMP
 FF0394  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FF0394
 FF0394  VERT ORDER  -  FIRST     CLASS I
 FF0394
 FF0394.The horizontal coordinates were scaled from a topographic map and have
 FF0394.an estimated accuracy of +/- 6 seconds.
 FF0394
 FF0394.The orthometric height was determined by differential leveling
 FF0394.and adjusted by the National Geodetic Survey in June 1991..
 FF0394
 FF0394.The geoid height was determined by GEOID03.
 FF0394
 FF0394.The dynamic height is computed by dividing the NAVD 88
 FF0394.geopotential number by the normal gravity value computed on the
 FF0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0394.degrees latitude (g = 980.6199 gals.).
 FF0394
 FF0394.The modeled gravity was interpolated from observed gravity values.
 FF0394
 FF0394;                    North         East    Units  Estimated Accuracy
 FF0394;SPC TN       -    85,610.      228,530.      MT  (+/- 180 meters Scaled)
 FF0394
 FF0394                          SUPERSEDED SURVEY CONTROL
 FF0394
 FF0394  NGVD 29 (??/??/??)   73.761  (m)          242.00   (f) ADJUSTED    1 1
 FF0394
 FF0394.Superseded values are not recommended for survey control.
 FF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0394.See file dsdata.txt to determine how the superseded data were derived.
 FF0394
 FF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU671808(NAD 83)
 FF0394_MARKER: DB = BENCH MARK DISK
 FF0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0394_SP_SET: BRIDGE
 FF0394_STAMPING: Z 260 1974
 FF0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0394
 FF0394  HISTORY     - Date     Condition        Report By
 FF0394  HISTORY     - 1974     MONUMENTED       NGS
 FF0394  HISTORY     - 1976     GOOD             NGS
 FF0394  HISTORY     - 19911112 MARK NOT FOUND   NGS
 FF0394  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0394
 FF0394                          STATION DESCRIPTION
 FF0394
 FF0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0394'3.4 MI SW FROM MEMPHIS.
 FF0394'ABOUT 3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD
 FF0394'STREET) FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, 117 YARDS (P)
 FF0394'EAST OF THE INTERSECTION OF RAINES ROAD AND U.S. HIGHWAY 61, 237
 FF0394'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH
 FF0394'OF THE CENTER LINE OF RAINES ROAD, SET IN TOP OF THE NORTH END
 FF0394'OF THE WEST CONCRETE SEAT OF CONCRETE BRIDGE OVER CYPRESS CREEK,
 FF0394'4 FEET NORTH OF A GUARD RAILING AND 3 1/2 FEET BELOW LEVEL OF
 FF0394'RAINES ROAD.
 FF0394
 FF0394                          STATION RECOVERY (1976)
 FF0394
 FF0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0394'RECOVERED IN GOOD CONDITION.
 FF0394
 FF0394                          STATION RECOVERY (1991)
 FF0394
 FF0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0394'MARK NOT FOUND.
 FF0394
 FF0394                          STATION RECOVERY (1992)
 FF0394
 FF0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0394'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 FF0394'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1379 ***********************************************************************
 FE1379  DESIGNATION -  Z 261
 FE1379  PID         -  FE1379
 FE1379  STATE/COUNTY-  TN/SHELBY
 FE1379  USGS QUAD   -  MILLINGTON (1997)
 FE1379
 FE1379                         *CURRENT SURVEY CONTROL
 FE1379  ___________________________________________________________________
 FE1379* NAD 83(1986)-  35 22 28.     (N)    089 52 32.     (W)     SCALED    
 FE1379* NAVD 88     -        95.263  (meters)     312.54   (feet)  ADJUSTED  
 FE1379  ___________________________________________________________________
 FE1379  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1379  DYNAMIC HT  -          95.178 (meters)     312.26  (feet)  COMP
 FE1379  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FE1379
 FE1379  VERT ORDER  -  FIRST     CLASS I
 FE1379
 FE1379.The horizontal coordinates were scaled from a topographic map and have
 FE1379.an estimated accuracy of +/- 6 seconds.
 FE1379
 FE1379.The orthometric height was determined by differential leveling
 FE1379.and adjusted by the National Geodetic Survey in June 1991..
 FE1379
 FE1379.The geoid height was determined by GEOID03.
 FE1379
 FE1379.The dynamic height is computed by dividing the NAVD 88
 FE1379.geopotential number by the normal gravity value computed on the
 FE1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1379.degrees latitude (g = 980.6199 gals.).
 FE1379
 FE1379.The modeled gravity was interpolated from observed gravity values.
 FE1379
 FE1379;                    North         East    Units  Estimated Accuracy
 FE1379;SPC TN       -   122,480.      247,930.      MT  (+/- 180 meters Scaled)
 FE1379
 FE1379                          SUPERSEDED SURVEY CONTROL
 FE1379
 FE1379  NGVD 29 (??/??/??)   95.227  (m)          312.42   (f) ADJUSTED    1 1
 FE1379
 FE1379.Superseded values are not recommended for survey control.
 FE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1379.See file dsdata.txt to determine how the superseded data were derived.
 FE1379
 FE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387183(NAD 83)
 FE1379_MARKER: DB = BENCH MARK DISK
 FE1379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1379_SP_SET: 44 FEET
 FE1379_STAMPING: Z 261 1974
 FE1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1379+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1379
 FE1379  HISTORY     - Date     Condition        Report By
 FE1379  HISTORY     - 1974     MONUMENTED       NGS
 FE1379  HISTORY     - 20021007 GOOD             USACE
 FE1379
 FE1379                          STATION DESCRIPTION
 FE1379
 FE1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1379'3.2 MI NE FROM MILLINGTON.
 FE1379'ABOUT 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1379'WITH NAVY ROAD AT MILLINGTON, 109 FEET SOUTHWEST OF THE WEST
 FE1379'CORNER OF A SMALL BRICK CHURCH, 98 FEET SOUTH-SOUTHWEST OF A
 FE1379'POWER POLE 142541 AND BEARING A LIGHT, 86 FEET SOUTHEAST OF THE
 FE1379'CENTER LINE OF THE SOUTHEAST LANE OF HIGHWAY, 57 FEET SOUTHWEST
 FE1379'OF THE CENTER LINE OF AN ASPHALT DRIVEWAY, 5 1/2 FEET NORTHWEST
 FE1379'OF A 10-INCH FORKED TREE, 1.8 FEET NORTH OF A FENCE, 0.9 FOOT
 FE1379'NORTH OF A METAL WITNESS POST, 6 FEET ABOVE HIGHWAY AND ON TOP OF
 FE1379'A COPPER COATED STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY
 FE1379'A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN
 FE1379'TO REFUSAL DEPTH OF 44 FEET.
 FE1379
 FE1379                          STATION RECOVERY (2002)
 FE1379
 FE1379'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0936 ***********************************************************************
 FE0936  DESIGNATION -  Z 262
 FE0936  PID         -  FE0936
 FE0936  STATE/COUNTY-  TN/LAUDERDALE
 FE0936  USGS QUAD   -  GATES (1983)
 FE0936
 FE0936                         *CURRENT SURVEY CONTROL
 FE0936  ___________________________________________________________________
 FE0936* NAD 83(1986)-  35 50 22.     (N)    089 24 20.     (W)     SCALED    
 FE0936* NAVD 88     -        94.385  (meters)     309.66   (feet)  ADJUSTED  
 FE0936  ___________________________________________________________________
 FE0936  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE0936  DYNAMIC HT  -          94.304 (meters)     309.40  (feet)  COMP
 FE0936  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 FE0936
 FE0936  VERT ORDER  -  FIRST     CLASS I
 FE0936
 FE0936.The horizontal coordinates were scaled from a topographic map and have
 FE0936.an estimated accuracy of +/- 6 seconds.
 FE0936
 FE0936.The orthometric height was determined by differential leveling
 FE0936.and adjusted by the National Geodetic Survey in June 1991..
 FE0936
 FE0936.The geoid height was determined by GEOID03.
 FE0936
 FE0936.The dynamic height is computed by dividing the NAVD 88
 FE0936.geopotential number by the normal gravity value computed on the
 FE0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0936.degrees latitude (g = 980.6199 gals.).
 FE0936
 FE0936.The modeled gravity was interpolated from observed gravity values.
 FE0936
 FE0936;                    North         East    Units  Estimated Accuracy
 FE0936;SPC TN       -   172,450.      292,400.      MT  (+/- 180 meters Scaled)
 FE0936
 FE0936                          SUPERSEDED SURVEY CONTROL
 FE0936
 FE0936  NGVD 29 (??/??/??)   94.330  (m)          309.48   (f) ADJUSTED    1 1
 FE0936
 FE0936.Superseded values are not recommended for survey control.
 FE0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0936.See file dsdata.txt to determine how the superseded data were derived.
 FE0936
 FE0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE827688(NAD 83)
 FE0936_MARKER: DB = BENCH MARK DISK
 FE0936_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE0936_SP_SET: 48 FEET
 FE0936_STAMPING: Z 262 1974
 FE0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0936
 FE0936  HISTORY     - Date     Condition        Report By
 FE0936  HISTORY     - 1974     MONUMENTED       NGS
 FE0936  HISTORY     - 20020803 POOR             USACE
 FE0936
 FE0936                          STATION DESCRIPTION
 FE0936
 FE0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0936'AT GATES.
 FE0936'AT GATES, 9 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 88 AND
 FE0936'ILLINOIS CENTRAL RAILROAD, 217 FEET SOUTH OF THE SOUTHWEST CORNER
 FE0936'OF A TRESTLE, 76 1/2 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FE0936'51, 27.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 3 FEET
 FE0936'EAST OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST,
 FE0936'2 1/2 FEET BELOW LEVEL OF THE RAILS, AND ON TOP OF A COPPER
 FE0936'COATED STEEL ROD, FLUSH WITH THE GROUND AND PROTECTED BY A
 FE0936'4-INCH IRON PIPE PROJECTING 2-INCHES.  THE ROD WAS DRIVEN TO A
 FE0936'DEPTH OF 48 FEET.
 FE0936
 FE0936                          STATION RECOVERY (2002)
 FE0936
 FE0936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0936'MARK DESTROYED. FOUND IRON PIPE OUT OF GROUND AND STEEL ROD DRIVEN
 FE0936'INTO GROUND BENT AND DISK CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1135 ***********************************************************************
 GD1135  DESIGNATION -  Z 264
 GD1135  PID         -  GD1135
 GD1135  STATE/COUNTY-  TN/DYER
 GD1135  USGS QUAD   -  MISTON (1983)
 GD1135
 GD1135                         *CURRENT SURVEY CONTROL
 GD1135  ___________________________________________________________________
 GD1135* NAD 83(1986)-  36 08 31.     (N)    089 25 54.     (W)     SCALED    
 GD1135* NAVD 88     -        85.260  (meters)     279.72   (feet)  ADJUSTED  
 GD1135  ___________________________________________________________________
 GD1135  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1135  DYNAMIC HT  -          85.189 (meters)     279.49  (feet)  COMP
 GD1135  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GD1135
 GD1135  VERT ORDER  -  FIRST     CLASS I
 GD1135
 GD1135.The horizontal coordinates were scaled from a topographic map and have
 GD1135.an estimated accuracy of +/- 6 seconds.
 GD1135
 GD1135.The orthometric height was determined by differential leveling
 GD1135.and adjusted by the National Geodetic Survey in June 1991..
 GD1135
 GD1135.The geoid height was determined by GEOID03.
 GD1135
 GD1135.The dynamic height is computed by dividing the NAVD 88
 GD1135.geopotential number by the normal gravity value computed on the
 GD1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1135.degrees latitude (g = 980.6199 gals.).
 GD1135
 GD1135.The modeled gravity was interpolated from observed gravity values.
 GD1135
 GD1135;                    North         East    Units  Estimated Accuracy
 GD1135;SPC TN       -   206,080.      291,220.      MT  (+/- 180 meters Scaled)
 GD1135
 GD1135                          SUPERSEDED SURVEY CONTROL
 GD1135
 GD1135  NGVD 29 (??/??/??)   85.186  (m)          279.48   (f) ADJUSTED    1 1
 GD1135
 GD1135.Superseded values are not recommended for survey control.
 GD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1135.See file dsdata.txt to determine how the superseded data were derived.
 GD1135
 GD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF812024(NAD 83)
 GD1135_MARKER: DB = BENCH MARK DISK
 GD1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1135_SP_SET: ABUTMENT
 GD1135_STAMPING: Z 264 1974
 GD1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1135
 GD1135  HISTORY     - Date     Condition        Report By
 GD1135  HISTORY     - 1974     MONUMENTED       NGS
 GD1135  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1135
 GD1135                          STATION DESCRIPTION
 GD1135
 GD1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1135'6.75 MI NW FROM DYERSBURG.
 GD1135'ABOUT 6.75 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1135'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE TOP OF THE
 GD1135'NORTHEAST ABUTMENT OF THE NORTH END OF THE BRIDGE OVER THE OBION
 GD1135'RIVER.  ALSO 1.15 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 78
 GD1135'AND STATE HIGHWAY 103, 14.8 FEET EAST OF THE CENTER LINE OF THE
 GD1135'HIGHWAY, 3.4 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE GUARD
 GD1135'RAIL OF BRIDGE, 1.2 FEET EAST OF THE EAST GUARD RAIL OF THE BRIDGE,
 GD1135'AND ABOUT LEVEL WITH THE HIGHWAY.
 GD1135
 GD1135                          STATION RECOVERY (2002)
 GD1135
 GD1135'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1135'MARK DESTROYED. BRIDGE REPLACED APPROX. 8 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1358 ***********************************************************************
 GC1358  DESIGNATION -  Z 27
 GC1358  PID         -  GC1358
 GC1358  STATE/COUNTY-  TN/DICKSON
 GC1358  USGS QUAD   -  DICKSON (1986)
 GC1358
 GC1358                         *CURRENT SURVEY CONTROL
 GC1358  ___________________________________________________________________
 GC1358* NAD 83(1986)-  36 04 28.     (N)    087 23 26.     (W)     SCALED    
 GC1358* NAVD 88     -       239.404  (meters)     785.44   (feet)  ADJUSTED  
 GC1358  ___________________________________________________________________
 GC1358  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1358  DYNAMIC HT  -         239.194 (meters)     784.76  (feet)  COMP
 GC1358  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GC1358
 GC1358  VERT ORDER  -  FIRST     CLASS II
 GC1358
 GC1358.The horizontal coordinates were scaled from a topographic map and have
 GC1358.an estimated accuracy of +/- 6 seconds.
 GC1358
 GC1358.The orthometric height was determined by differential leveling
 GC1358.and adjusted by the National Geodetic Survey in June 1991..
 GC1358.WARNING-Repeat measurements at this control monument indicate possible
 GC1358.vertical movement.
 GC1358
 GC1358.The geoid height was determined by GEOID03.
 GC1358
 GC1358.The dynamic height is computed by dividing the NAVD 88
 GC1358.geopotential number by the normal gravity value computed on the
 GC1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1358.degrees latitude (g = 980.6199 gals.).
 GC1358
 GC1358.The modeled gravity was interpolated from observed gravity values.
 GC1358
 GC1358;                    North         East    Units  Estimated Accuracy
 GC1358;SPC TN       -   194,070.      474,750.      MT  (+/- 180 meters Scaled)
 GC1358
 GC1358                          SUPERSEDED SURVEY CONTROL
 GC1358
 GC1358  NGVD 29 (??/??/92)  239.399  (m)          785.43   (f) ADJ UNCH    1 2
 GC1358
 GC1358.Superseded values are not recommended for survey control.
 GC1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1358.See file dsdata.txt to determine how the superseded data were derived.
 GC1358
 GC1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE648922(NAD 83)
 GC1358_MARKER: DB = BENCH MARK DISK
 GC1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1358_STAMPING: 785.727 Z 27 1934
 GC1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1358+STABILITY: SURFACE MOTION
 GC1358
 GC1358  HISTORY     - Date     Condition        Report By
 GC1358  HISTORY     - 1934     MONUMENTED       CGS
 GC1358  HISTORY     - 1948     GOOD             NGS
 GC1358
 GC1358                          STATION DESCRIPTION
 GC1358
 GC1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1358'AT DICKSON.
 GC1358'AT DICKSON, DICKSON COUNTY, AT THE NORTH CORNER OF THE YARD OF
 GC1358'THE MEMORIAL BUILDING, 15 FEET SOUTHEAST OF THE SIDEWALK ON
 GC1358'MAIN STREET, AND 3-1/2 FEET SOUTHWEST OF THE SIDEWALK ON WALNUT
 GC1358'STREET.  A STANDARD DISK, STAMPED 785.727 Z 27 1934 AND SET IN
 GC1358'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0724 ***********************************************************************
 FD0724  DESIGNATION -  Z 28
 FD0724  PID         -  FD0724
 FD0724  STATE/COUNTY-  TN/HICKMAN
 FD0724  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0724
 FD0724                         *CURRENT SURVEY CONTROL
 FD0724  ___________________________________________________________________
 FD0724* NAD 83(1986)-  35 53 29.     (N)    087 25 26.     (W)     SCALED    
 FD0724* NAVD 88     -       245.834  (meters)     806.54   (feet)  ADJUSTED  
 FD0724  ___________________________________________________________________
 FD0724  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0724  DYNAMIC HT  -         245.618 (meters)     805.83  (feet)  COMP
 FD0724  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 FD0724
 FD0724  VERT ORDER  -  SECOND    CLASS 0
 FD0724
 FD0724.The horizontal coordinates were scaled from a topographic map and have
 FD0724.an estimated accuracy of +/- 6 seconds.
 FD0724
 FD0724.The orthometric height was determined by differential leveling
 FD0724.and adjusted by the National Geodetic Survey in June 1991..
 FD0724
 FD0724.The geoid height was determined by GEOID03.
 FD0724
 FD0724.The dynamic height is computed by dividing the NAVD 88
 FD0724.geopotential number by the normal gravity value computed on the
 FD0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0724.degrees latitude (g = 980.6199 gals.).
 FD0724
 FD0724.The modeled gravity was interpolated from observed gravity values.
 FD0724
 FD0724;                    North         East    Units  Estimated Accuracy
 FD0724;SPC TN       -   173,800.      471,450.      MT  (+/- 180 meters Scaled)
 FD0724
 FD0724                          SUPERSEDED SURVEY CONTROL
 FD0724
 FD0724  NGVD 29 (??/??/92)  245.819  (m)          806.49   (f) ADJ UNCH    2 0
 FD0724
 FD0724.Superseded values are not recommended for survey control.
 FD0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0724.See file dsdata.txt to determine how the superseded data were derived.
 FD0724
 FD0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE617719(NAD 83)
 FD0724_MARKER: DB = BENCH MARK DISK
 FD0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0724_STAMPING: Z 28 1934
 FD0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0724+STABILITY: SURFACE MOTION
 FD0724
 FD0724  HISTORY     - Date     Condition        Report By
 FD0724  HISTORY     - 1934     MONUMENTED       CGS
 FD0724
 FD0724                          STATION DESCRIPTION
 FD0724
 FD0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0724'4.5 MI N FROM NUNNELLY.
 FD0724'4.5 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0724'RAILWAY FROM NUNNELLY, HICKMAN COUNTY, 18 FEET NORTH OF POLE
 FD0724'19/18, 7-1/2 RAILS SOUTH OF A WHISTLE POST, AND 18 FEET EAST
 FD0724'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FD0724'Z 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1611 ***********************************************************************
 FC1611  DESIGNATION -  Z 292
 FC1611  PID         -  FC1611
 FC1611  STATE/COUNTY-  TN/BLOUNT
 FC1611  USGS QUAD   -  BINFIELD (1990)
 FC1611
 FC1611                         *CURRENT SURVEY CONTROL
 FC1611  ___________________________________________________________________
 FC1611* NAD 83(1986)-  35 40 24.     (N)    084 02 41.     (W)     SCALED    
 FC1611* NAVD 88     -       300.047  (meters)     984.40   (feet)  ADJUSTED  
 FC1611  ___________________________________________________________________
 FC1611  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC1611  DYNAMIC HT  -         299.762 (meters)     983.47  (feet)  COMP
 FC1611  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FC1611
 FC1611  VERT ORDER  -  FIRST     CLASS II
 FC1611
 FC1611.The horizontal coordinates were scaled from a topographic map and have
 FC1611.an estimated accuracy of +/- 6 seconds.
 FC1611
 FC1611.The orthometric height was determined by differential leveling
 FC1611.and adjusted by the National Geodetic Survey in June 1991..
 FC1611
 FC1611.The geoid height was determined by GEOID03.
 FC1611
 FC1611.The dynamic height is computed by dividing the NAVD 88
 FC1611.geopotential number by the normal gravity value computed on the
 FC1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1611.degrees latitude (g = 980.6199 gals.).
 FC1611
 FC1611.The modeled gravity was interpolated from observed gravity values.
 FC1611
 FC1611;                    North         East    Units  Estimated Accuracy
 FC1611;SPC TN       -   150,440.      777,000.      MT  (+/- 180 meters Scaled)
 FC1611
 FC1611                          SUPERSEDED SURVEY CONTROL
 FC1611
 FC1611  NGVD 29 (12/12/91)  300.164  (m)          984.79   (f) ADJUSTED    1 2
 FC1611
 FC1611.Superseded values are not recommended for survey control.
 FC1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1611.See file dsdata.txt to determine how the superseded data were derived.
 FC1611
 FC1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE674517(NAD 83)
 FC1611_MARKER: I = METAL ROD
 FC1611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1611_SP_SET: STAINLESS STEEL ROD
 FC1611_STAMPING: Z 292 1983
 FC1611_MARK LOGO: NGS   
 FC1611_PROJECTION: FLUSH
 FC1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1611_ROD/PIPE-DEPTH: 6.6  meters
 FC1611
 FC1611  HISTORY     - Date     Condition        Report By
 FC1611  HISTORY     - 1983     MONUMENTED       NGS
 FC1611  HISTORY     - 20050124 GOOD             CAS
 FC1611
 FC1611                          STATION DESCRIPTION
 FC1611
 FC1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1611'11.9 KM (7.4 MI) SW FROM MARYVILLE.
 FC1611'9.0 KM (5.6 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1611'CITY HALL IN MARYVILLE, THENCE 2.9 KM (1.8 MI) SOUTHEAST ALONG U.S.
 FC1611'HIGHWAY 129 TO THE MARK ON THE RIGHT, ON THE SOUTH-SOUTHEAST SIDE OF
 FC1611'UTILITY POLE B, 36.27 METERS (119.0 FT) NORTHWEST OF THE CENTERLINE OF
 FC1611'THE HIGHWAY, 30.63 METERS (100.5 FT) SOUTH-SOUTHWEST OF THE
 FC1611'SOUTH-SOUTHWEST CORNER OF A 2 STORY FRAME HOUSE, 8.84 METERS (29.0 FT)
 FC1611'NORTHEAST OF THE CENTER OF A GRAVEL DRIVE LEADING TO HOUSE,
 FC1611'0.52 METER (1.7 FT) SOUTH-SOUTHEAST OF THE UTILITY POLE.
 FC1611'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FC1611
 FC1611                          STATION RECOVERY (2005)
 FC1611
 FC1611'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FC1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1638 ***********************************************************************
 FC1638  DESIGNATION -  Z 293
 FC1638  PID         -  FC1638
 FC1638  STATE/COUNTY-  TN/HAMILTON
 FC1638  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1638
 FC1638                         *CURRENT SURVEY CONTROL
 FC1638  ___________________________________________________________________
 FC1638* NAD 83(1986)-  35 00 24.     (N)    085 13 54.     (W)     SCALED    
 FC1638* NAVD 88     -       213.554  (meters)     700.64   (feet)  ADJUSTED  
 FC1638  ___________________________________________________________________
 FC1638  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1638  DYNAMIC HT  -         213.342 (meters)     699.94  (feet)  COMP
 FC1638  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 FC1638
 FC1638  VERT ORDER  -  FIRST     CLASS II
 FC1638
 FC1638.The horizontal coordinates were scaled from a topographic map and have
 FC1638.an estimated accuracy of +/- 6 seconds.
 FC1638
 FC1638.The orthometric height was determined by differential leveling
 FC1638.and adjusted by the National Geodetic Survey in June 1991..
 FC1638
 FC1638.The geoid height was determined by GEOID03.
 FC1638
 FC1638.The dynamic height is computed by dividing the NAVD 88
 FC1638.geopotential number by the normal gravity value computed on the
 FC1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1638.degrees latitude (g = 980.6199 gals.).
 FC1638
 FC1638.The modeled gravity was interpolated from observed gravity values.
 FC1638
 FC1638;                    North         East    Units  Estimated Accuracy
 FC1638;SPC TN       -    74,980.      670,140.      MT  (+/- 180 meters Scaled)
 FC1638
 FC1638                          SUPERSEDED SURVEY CONTROL
 FC1638
 FC1638.No superseded survey control is available for this station.
 FC1638
 FC1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD613752(NAD 83)
 FC1638_MARKER: DB = BENCH MARK DISK
 FC1638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1638_SP_SET: ABUTMENT
 FC1638_STAMPING: Z 293 1983
 FC1638_MARK LOGO: NGS   
 FC1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1638
 FC1638  HISTORY     - Date     Condition        Report By
 FC1638  HISTORY     - 1983     MONUMENTED       NGS
 FC1638  HISTORY     - 1989     GOOD             USPSQD
 FC1638  HISTORY     - 19960605 GOOD             USPSQD
 FC1638  HISTORY     - 19980718 GOOD             USPSQD
 FC1638
 FC1638                          STATION DESCRIPTION
 FC1638
 FC1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1638'IN CHATTANOOGA.
 FC1638'IN CHATTANOOGA, 0.2 KM (0.1 MI) NORTH ALONG SOUTH MOORE ROAD FROM THE
 FC1638'OUR LADY OF PERPETUAL HELP CATHOLIC CHURCH, SET IN THE LOWER CONCRETE
 FC1638'SHELF OF THE NORTHWEST ABUTMENT IN THE NORTH END OF THE WEST SIDE OF
 FC1638'AN OVERPASS OVER INTERSTATE HIGHWAY 24, 6.24 METERS (20.5 FT)
 FC1638'NORTHWEST OF THE CENTERLINE OF SOUTH MOORE ROAD (SOUTHBOUND),
 FC1638'40.53 METERS (133.0 FT) SOUTH-SOUTHEAST OF POWERLINE POLE NUMBER S9371
 FC1638'(SLOPE DISTANCE), 2.68 METERS (8.8 FT) SOUTH-SOUTHWEST OF NORTH END OF
 FC1638'ABUTMENT, AND 0.91 METERS (3.0 FT) EAST OF THE SOUTHEAST END OF A
 FC1638'CHAIN LINK FENCE.
 FC1638'THE MARK IS 2.7 METERS  SSW FROM A WITNESS POST.
 FC1638'THE MARK IS 0.3 M ABOVE ROAD.
 FC1638
 FC1638                          STATION RECOVERY (1989)
 FC1638
 FC1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1638'RECOVERED IN GOOD CONDITION.
 FC1638
 FC1638                          STATION RECOVERY (1996)
 FC1638
 FC1638'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1638'RECOVERED IN GOOD CONDITION.
 FC1638
 FC1638                          STATION RECOVERY (1998)
 FC1638
 FC1638'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2137 ***********************************************************************
 FE2137  DESIGNATION -  Z 297
 FE2137  PID         -  FE2137
 FE2137  STATE/COUNTY-  TN/HARDEMAN
 FE2137  USGS QUAD   -  POCAHONTAS (1950)
 FE2137
 FE2137                         *CURRENT SURVEY CONTROL
 FE2137  ___________________________________________________________________
 FE2137* NAD 83(1986)-  35 02 43.     (N)    088 51 06.     (W)     SCALED    
 FE2137* NAVD 88     -       116.511  (meters)     382.25   (feet)  ADJUSTED  
 FE2137  ___________________________________________________________________
 FE2137  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2137  DYNAMIC HT  -         116.401 (meters)     381.89  (feet)  COMP
 FE2137  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FE2137
 FE2137  VERT ORDER  -  FIRST     CLASS II
 FE2137
 FE2137.The horizontal coordinates were scaled from a topographic map and have
 FE2137.an estimated accuracy of +/- 6 seconds.
 FE2137
 FE2137.The orthometric height was determined by differential leveling
 FE2137.and adjusted by the National Geodetic Survey in June 1991..
 FE2137
 FE2137.The geoid height was determined by GEOID03.
 FE2137
 FE2137.The dynamic height is computed by dividing the NAVD 88
 FE2137.geopotential number by the normal gravity value computed on the
 FE2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2137.degrees latitude (g = 980.6199 gals.).
 FE2137
 FE2137.The modeled gravity was interpolated from observed gravity values.
 FE2137
 FE2137;                    North         East    Units  Estimated Accuracy
 FE2137;SPC TN       -    82,780.      339,850.      MT  (+/- 180 meters Scaled)
 FE2137
 FE2137                          SUPERSEDED SURVEY CONTROL
 FE2137
 FE2137.No superseded survey control is available for this station.
 FE2137
 FE2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD311796(NAD 83)
 FE2137_MARKER: I = METAL ROD
 FE2137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2137_SP_SET: STAINLESS STEEL ROD
 FE2137_STAMPING: Z 297 1983
 FE2137_MARK LOGO: NGS   
 FE2137_PROJECTION: FLUSH
 FE2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2137+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2137_ROD/PIPE-DEPTH: 11.0 meters
 FE2137
 FE2137  HISTORY     - Date     Condition        Report By
 FE2137  HISTORY     - 1983     MONUMENTED       NGS
 FE2137  HISTORY     - 20020919 GOOD             USACE
 FE2137
 FE2137                          STATION DESCRIPTION
 FE2137
 FE2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2137'3.8 KM (2.35 MI) WEST FROM POCAHONTAS.
 FE2137'3.8 KM (2.35 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2137'POCAHONTAS TO THE MARK ON THE RIGHT, 14.69 METERS (48.2 FT) NORTH OF
 FE2137'THE CENTERLINE OF THE HIGHWAY, 2.96 METERS (9.7 FT) WEST OF THE
 FE2137'APPROXIMATE CENTER OF AN ENTRANCE TO A PASTURE, 1.31 METERS (4.3 FT)
 FE2137'SOUTH OF A POWERLINE POLE, 0.85 METER (2.8 FT) SOUTH OF A BRACE POST
 FE2137'OF A FENCE LINE, AND 0.79 METER (2.6 FT) SOUTH OF THE FENCE LINE.
 FE2137'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 FE2137'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2137
 FE2137                          STATION RECOVERY (2002)
 FE2137
 FE2137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2137'CHANGE TO DESCRIPTION.
 FE2137'MARK IS 1.31 METERS SE OF POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2163 ***********************************************************************
 FE2163  DESIGNATION -  Z 298
 FE2163  PID         -  FE2163
 FE2163  STATE/COUNTY-  TN/FAYETTE
 FE2163  USGS QUAD   -  MOSCOW SE (1983)
 FE2163
 FE2163                         *CURRENT SURVEY CONTROL
 FE2163  ___________________________________________________________________
 FE2163* NAD 83(1986)-  35 03 20.     (N)    089 19 03.     (W)     SCALED    
 FE2163* NAVD 88     -       144.337  (meters)     473.55   (feet)  ADJUSTED  
 FE2163  ___________________________________________________________________
 FE2163  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2163  DYNAMIC HT  -         144.201 (meters)     473.10  (feet)  COMP
 FE2163  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FE2163
 FE2163  VERT ORDER  -  FIRST     CLASS II
 FE2163
 FE2163.The horizontal coordinates were scaled from a topographic map and have
 FE2163.an estimated accuracy of +/- 6 seconds.
 FE2163
 FE2163.The orthometric height was determined by differential leveling
 FE2163.and adjusted by the National Geodetic Survey in June 1991..
 FE2163
 FE2163.The geoid height was determined by GEOID03.
 FE2163
 FE2163.The dynamic height is computed by dividing the NAVD 88
 FE2163.geopotential number by the normal gravity value computed on the
 FE2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2163.degrees latitude (g = 980.6199 gals.).
 FE2163
 FE2163.The modeled gravity was interpolated from observed gravity values.
 FE2163
 FE2163;                    North         East    Units  Estimated Accuracy
 FE2163;SPC TN       -    85,260.      297,400.      MT  (+/- 180 meters Scaled)
 FE2163
 FE2163                          SUPERSEDED SURVEY CONTROL
 FE2163
 FE2163.No superseded survey control is available for this station.
 FE2163
 FE2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD886816(NAD 83)
 FE2163_MARKER: I = METAL ROD
 FE2163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2163_SP_SET: STAINLESS STEEL ROD
 FE2163_STAMPING: Z 298 1983
 FE2163_MARK LOGO: NGS   
 FE2163_PROJECTION: FLUSH
 FE2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2163+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2163_ROD/PIPE-DEPTH: 8.53 meters
 FE2163
 FE2163  HISTORY     - Date     Condition        Report By
 FE2163  HISTORY     - 1983     MONUMENTED       NGS
 FE2163  HISTORY     - 20020924 GOOD             USACE
 FE2163  HISTORY     - 20060506 GOOD             GEOCAC
 FE2163
 FE2163                          STATION DESCRIPTION
 FE2163
 FE2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2163'7.3 KM (4.5 MI) WEST FROM LA GRANGE.
 FE2163'0.1 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN LA
 FE2163'GRANGE TO THE JUNCTION OF STATE HIGHWAY 57, THENCE 7.2 KM (4.45 MI)
 FE2163'WEST ALONG STATE HIGHWAY 57 TO AN ASPHALT ROAD LEADING NORTH AND THE
 FE2163'MARK ON THE RIGHT, ALSO, 7.2 KM (4.45 MI) EAST ALONG STATE HIGHWAY 57
 FE2163'FROM THE JUNCTION OF STATE HIGHWAY 76 NORTH IN MOSCOW TO THE MARK ON
 FE2163'THE LEFT, 12.22 METERS (40.1 FT) NORTH OF THE CENTERLINE OF THE
 FE2163'HIGHWAY, 13.53 METERS (44.4 FT) WEST OF THE APPROXIMATE CENTER OF AN
 FE2163'ASPHALT ROAD LEADING NORTH, 5.88 METERS (19.3 FT) SOUTHWEST OF A
 FE2163'CORNER FENCE POST, 3.47 METERS (11.4 FT) SOUTH OF A WIRE FENCE,
 FE2163'3.14 METERS (10.3 FT) WEST OF A POLE WITH A 2 1/2 BY 4 FOOT BOX
 FE2163'MOUNTED TO IT, WHICH IS THE PROPERTY OF BELL TELEPHONE, AND
 FE2163'0.61 METERS (2.0 FT) WEST OF A SMALL POLE WITH A SMALL BOX MOUNTED TO
 FE2163'IT, WHICH IS THE PROPERTY OF BELL TELEPHONE.
 FE2163'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2163'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FE2163
 FE2163                          STATION RECOVERY (2002)
 FE2163
 FE2163'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2163'ASPALT ROAD LEADING N IS MOSS ROAD.
 FE2163
 FE2163                          STATION RECOVERY (2006)
 FE2163
 FE2163'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2163'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2194 ***********************************************************************
 FE2194  DESIGNATION -  Z 299
 FE2194  PID         -  FE2194
 FE2194  STATE/COUNTY-  TN/SHELBY
 FE2194  USGS QUAD   -  GERMANTOWN (1997)
 FE2194
 FE2194                         *CURRENT SURVEY CONTROL
 FE2194  ___________________________________________________________________
 FE2194* NAD 83(1986)-  35 06 00.     (N)    089 51 27.     (W)     SCALED    
 FE2194* NAVD 88     -        96.865  (meters)     317.80   (feet)  ADJUSTED  
 FE2194  ___________________________________________________________________
 FE2194  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2194  DYNAMIC HT  -          96.775 (meters)     317.50  (feet)  COMP
 FE2194  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 FE2194
 FE2194  VERT ORDER  -  FIRST     CLASS II
 FE2194
 FE2194.The horizontal coordinates were scaled from a topographic map and have
 FE2194.an estimated accuracy of +/- 6 seconds.
 FE2194
 FE2194.The orthometric height was determined by differential leveling
 FE2194.and adjusted by the National Geodetic Survey in June 1991..
 FE2194
 FE2194.The geoid height was determined by GEOID03.
 FE2194
 FE2194.The dynamic height is computed by dividing the NAVD 88
 FE2194.geopotential number by the normal gravity value computed on the
 FE2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2194.degrees latitude (g = 980.6199 gals.).
 FE2194
 FE2194.The modeled gravity was interpolated from observed gravity values.
 FE2194
 FE2194;                    North         East    Units  Estimated Accuracy
 FE2194;SPC TN       -    91,990.      248,370.      MT  (+/- 180 meters Scaled)
 FE2194
 FE2194                          SUPERSEDED SURVEY CONTROL
 FE2194
 FE2194.No superseded survey control is available for this station.
 FE2194
 FE2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD395878(NAD 83)
 FE2194_MARKER: DB = BENCH MARK DISK
 FE2194_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FE2194_SP_SET: CONCRETE PIER
 FE2194_STAMPING: Z 299 1983
 FE2194_MARK LOGO: NGS   
 FE2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2194+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE2194
 FE2194  HISTORY     - Date     Condition        Report By
 FE2194  HISTORY     - 1983     MONUMENTED       NGS
 FE2194  HISTORY     - 20021009 GOOD             USACE
 FE2194
 FE2194                          STATION DESCRIPTION
 FE2194
 FE2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2194'IN MEMPHIS.
 FE2194'IN MEMPHIS, 1.0 KM (0.6 MI) EAST ALONG PARK AVENUCE FROM THE WHITE
 FE2194'STATION POST OFFICE TO THE JUNCTION OF RIDGEWAY ROAD AND THE MARK ON
 FE2194'THE LEFT, A DISK SET VERTICALLY IN THE NORTHEAST PIER OF THE OVERPASS,
 FE2194'9.66 METERS (31.7 FT) EAST OF THE CENTER OF NORTHBOUND LANE OF
 FE2194'RIDGEWAY ROAD, AND 2.90 METERS (9.5 FT) EAST OF THE CURB.
 FE2194'THE MARK IS 1.83 M ABOVE ROAD.
 FE2194
 FE2194                          STATION RECOVERY (2002)
 FE2194
 FE2194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1078 ***********************************************************************
 FD1078  DESIGNATION -  Z 30
 FD1078  PID         -  FD1078
 FD1078  STATE/COUNTY-  TN/PERRY
 FD1078  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1078
 FD1078                         *CURRENT SURVEY CONTROL
 FD1078  ___________________________________________________________________
 FD1078* NAD 83(1986)-  35 40 06.     (N)    087 48 51.     (W)     SCALED    
 FD1078* NAVD 88     -       143.534  (meters)     470.91   (feet)  ADJUSTED  
 FD1078  ___________________________________________________________________
 FD1078  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1078  DYNAMIC HT  -         143.405 (meters)     470.49  (feet)  COMP
 FD1078  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FD1078
 FD1078  VERT ORDER  -  FIRST     CLASS II
 FD1078
 FD1078.The horizontal coordinates were scaled from a topographic map and have
 FD1078.an estimated accuracy of +/- 6 seconds.
 FD1078
 FD1078.The orthometric height was determined by differential leveling
 FD1078.and adjusted by the National Geodetic Survey in June 1991..
 FD1078
 FD1078.The geoid height was determined by GEOID03.
 FD1078
 FD1078.The dynamic height is computed by dividing the NAVD 88
 FD1078.geopotential number by the normal gravity value computed on the
 FD1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1078.degrees latitude (g = 980.6199 gals.).
 FD1078
 FD1078.The modeled gravity was interpolated from observed gravity values.
 FD1078
 FD1078;                    North         East    Units  Estimated Accuracy
 FD1078;SPC TN       -   149,640.      435,760.      MT  (+/- 180 meters Scaled)
 FD1078
 FD1078                          SUPERSEDED SURVEY CONTROL
 FD1078
 FD1078  NGVD 29 (??/??/92)  143.533  (m)          470.91   (f) ADJ UNCH    1 2
 FD1078
 FD1078.Superseded values are not recommended for survey control.
 FD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1078.See file dsdata.txt to determine how the superseded data were derived.
 FD1078
 FD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE263474(NAD 83)
 FD1078_MARKER: DB = BENCH MARK DISK
 FD1078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1078_SP_SET: ABUTMENT
 FD1078_STAMPING: Z 30 1934
 FD1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1078
 FD1078  HISTORY     - Date     Condition        Report By
 FD1078  HISTORY     - 1934     MONUMENTED       CGS
 FD1078  HISTORY     - 1949     GOOD             NGS
 FD1078
 FD1078                          STATION DESCRIPTION
 FD1078
 FD1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1078'4.7 MI N FROM LINDEN.
 FD1078'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT
 FD1078'HOUSE AT LINDEN, THENCE ABOUT 0.25 MILE SOUTH ALONG A GRAVEL
 FD1078'ROAD (OLD HIGHWAY 13), SET IN THE TOP OF THE EAST END OF THE
 FD1078'NORTH CONCRETE ABUTMENT OF A LONG STEEL BRIDGE OVER BUFFALO
 FD1078'RIVER, 9 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 FD1078'WEST OF THE EAST END OF THE ABUTMENT AND ABOUT 1 FOOT BELOW THE
 FD1078'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2195 ***********************************************************************
 FE2195  DESIGNATION -  Z 300
 FE2195  PID         -  FE2195
 FE2195  STATE/COUNTY-  TN/SHELBY
 FE2195  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2195
 FE2195                         *CURRENT SURVEY CONTROL
 FE2195  ___________________________________________________________________
 FE2195* NAD 83(1986)-  35 06 03.     (N)    089 52 33.     (W)     SCALED    
 FE2195* NAVD 88     -       104.043  (meters)     341.35   (feet)  ADJUSTED  
 FE2195  ___________________________________________________________________
 FE2195  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2195  DYNAMIC HT  -         103.947 (meters)     341.03  (feet)  COMP
 FE2195  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FE2195
 FE2195  VERT ORDER  -  FIRST     CLASS II
 FE2195
 FE2195.The horizontal coordinates were scaled from a topographic map and have
 FE2195.an estimated accuracy of +/- 6 seconds.
 FE2195
 FE2195.The orthometric height was determined by differential leveling
 FE2195.and adjusted by the National Geodetic Survey in June 1991..
 FE2195
 FE2195.The geoid height was determined by GEOID03.
 FE2195
 FE2195.The dynamic height is computed by dividing the NAVD 88
 FE2195.geopotential number by the normal gravity value computed on the
 FE2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2195.degrees latitude (g = 980.6199 gals.).
 FE2195
 FE2195.The modeled gravity was interpolated from observed gravity values.
 FE2195
 FE2195;                    North         East    Units  Estimated Accuracy
 FE2195;SPC TN       -    92,150.      246,700.      MT  (+/- 180 meters Scaled)
 FE2195
 FE2195                          SUPERSEDED SURVEY CONTROL
 FE2195
 FE2195.No superseded survey control is available for this station.
 FE2195
 FE2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD378880(NAD 83)
 FE2195_MARKER: I = METAL ROD
 FE2195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2195_SP_SET: STAINLESS STEEL ROD
 FE2195_STAMPING: Z 300 1983
 FE2195_MARK LOGO: NGS   
 FE2195_PROJECTION: FLUSH
 FE2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2195_ROD/PIPE-DEPTH: 8.53 meters
 FE2195
 FE2195  HISTORY     - Date     Condition        Report By
 FE2195  HISTORY     - 1983     MONUMENTED       NGS
 FE2195  HISTORY     - 20021016 POOR             USACE
 FE2195
 FE2195                          STATION DESCRIPTION
 FE2195
 FE2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2195'IN MEMPHIS.
 FE2195'IN MEMPHIS, 0.5 KM (0.3 MI) WEST ALONG PARK AVENUE FROM THE WHITE
 FE2195'STATION POST OFFICE TO THE INTERSECTION OF CRESTWOOD DRIVE AND THE
 FE2195'MARK ON THE RIGHT, 13.23 METERS (43.4 FT) NORTH OF THE CENTERLINE OF
 FE2195'THE AVENUE, 36.12 METERS (118.5 FT) WEST OF THE WEST ONE OF FOUR
 FE2195'POWERLINE POLES, 26.33 METERS (86.4 FT) EAST OF A POWERLINE POLE WITH
 FE2195'TWO GUY WIRES, 0.67 METER (2.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST
 FE2195'CORNER OF A SPLIT LOG FENCE, 0.30 METER (1.1 FT) WEST OF THE WEST
 FE2195'FACE OF A SPLIT LOG FENCE.
 FE2195'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2195'THE MARK IS ABOVE LEVEL WITH AVENUE.
 FE2195
 FE2195                          STATION RECOVERY (2002)
 FE2195
 FE2195'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2195'LOG FENCE NOW GONE. MARK IS 2.5 FT N OF N EDGE OF SIDEWALK, ON SMALL
 FE2195'VACANT LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1379 ***********************************************************************
 FD1379  DESIGNATION -  Z 301
 FD1379  PID         -  FD1379
 FD1379  STATE/COUNTY-  TN/MAURY
 FD1379  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1379
 FD1379                         *CURRENT SURVEY CONTROL
 FD1379  ___________________________________________________________________
 FD1379* NAD 83(1986)-  35 32 07.     (N)    087 12 24.     (W)     SCALED    
 FD1379* NAVD 88     -       205.975  (meters)     675.77   (feet)  ADJUSTED  
 FD1379  ___________________________________________________________________
 FD1379  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1379  DYNAMIC HT  -         205.788 (meters)     675.16  (feet)  COMP
 FD1379  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 FD1379
 FD1379  VERT ORDER  -  FIRST     CLASS II
 FD1379
 FD1379.The horizontal coordinates were scaled from a topographic map and have
 FD1379.an estimated accuracy of +/- 6 seconds.
 FD1379
 FD1379.The orthometric height was determined by differential leveling
 FD1379.and adjusted by the National Geodetic Survey in June 1991..
 FD1379
 FD1379.The geoid height was determined by GEOID03.
 FD1379
 FD1379.The dynamic height is computed by dividing the NAVD 88
 FD1379.geopotential number by the normal gravity value computed on the
 FD1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1379.degrees latitude (g = 980.6199 gals.).
 FD1379
 FD1379.The modeled gravity was interpolated from observed gravity values.
 FD1379
 FD1379;                    North         East    Units  Estimated Accuracy
 FD1379;SPC TN       -   134,030.      490,580.      MT  (+/- 180 meters Scaled)
 FD1379
 FD1379                          SUPERSEDED SURVEY CONTROL
 FD1379
 FD1379.No superseded survey control is available for this station.
 FD1379
 FD1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE812324(NAD 83)
 FD1379_MARKER: I = METAL ROD
 FD1379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1379_SP_SET: STAINLESS STEEL ROD
 FD1379_STAMPING: Z 301 1984
 FD1379_MARK LOGO: NGS   
 FD1379_PROJECTION: FLUSH
 FD1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1379+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD1379_ROD/PIPE-DEPTH: 5.49 meters
 FD1379
 FD1379  HISTORY     - Date     Condition        Report By
 FD1379  HISTORY     - 1984     MONUMENTED       NGS
 FD1379  HISTORY     - 20020514 GOOD             TNDT
 FD1379
 FD1379                          STATION DESCRIPTION
 FD1379
 FD1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1379'IN MT PLEASANT.
 FD1379'IN MT. PLEASANT, AT THE POST OFFICE AT THE INTERSECTION OF CHURCH
 FD1379'STREET AND BUSINESS HIGHWAY 43, 13.87 METERS (45.5 FT) WEST OF THE
 FD1379'CENTERLINE OF THE HIGHWAY, 9.91 METERS (32.5 FT) NORTH OF THE
 FD1379'APPROXIMATE CENTER OF CHURCH STREET, 1.95 METERS (6.4 FT) NORTHWEST OF
 FD1379'A METAL FLAGPOLE, AND 1.07 METERS (3.5 FT) EAST-SOUTHEAST OF THE
 FD1379'SOUTHEAST CORNER OF THE POST OFFICE.
 FD1379'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1379
 FD1379                          STATION RECOVERY (2002)
 FD1379
 FD1379'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1968 ***********************************************************************
 GC1968  DESIGNATION -  Z 302
 GC1968  PID         -  GC1968
 GC1968  STATE/COUNTY-  TN/DAVIDSON
 GC1968  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1968
 GC1968                         *CURRENT SURVEY CONTROL
 GC1968  ___________________________________________________________________
 GC1968* NAD 83(1986)-  36 09 01.     (N)    086 46 45.     (W)     SCALED    
 GC1968* NAVD 88     -       146.222  (meters)     479.73   (feet)  ADJUSTED  
 GC1968  ___________________________________________________________________
 GC1968  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1968  DYNAMIC HT  -         146.097 (meters)     479.32  (feet)  COMP
 GC1968  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC1968
 GC1968  VERT ORDER  -  FIRST     CLASS II
 GC1968
 GC1968.The horizontal coordinates were scaled from a topographic map and have
 GC1968.an estimated accuracy of +/- 6 seconds.
 GC1968
 GC1968.The orthometric height was determined by differential leveling
 GC1968.and adjusted by the National Geodetic Survey in June 1991..
 GC1968
 GC1968.The geoid height was determined by GEOID03.
 GC1968
 GC1968.The dynamic height is computed by dividing the NAVD 88
 GC1968.geopotential number by the normal gravity value computed on the
 GC1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1968.degrees latitude (g = 980.6199 gals.).
 GC1968
 GC1968.The modeled gravity was interpolated from observed gravity values.
 GC1968
 GC1968;                    North         East    Units  Estimated Accuracy
 GC1968;SPC TN       -   201,870.      529,880.      MT  (+/- 180 meters Scaled)
 GC1968
 GC1968                          SUPERSEDED SURVEY CONTROL
 GC1968
 GC1968.No superseded survey control is available for this station.
 GC1968
 GC1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF198006(NAD 83)
 GC1968_MARKER: DB = BENCH MARK DISK
 GC1968_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1968_SP_SET: PIER
 GC1968_STAMPING: Z 302 1984
 GC1968_MARK LOGO: NGS   
 GC1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1968+STABILITY: POSITION/ELEVATION WELL
 GC1968
 GC1968  HISTORY     - Date     Condition        Report By
 GC1968  HISTORY     - 1984     MONUMENTED       NGS
 GC1968
 GC1968                          STATION DESCRIPTION
 GC1968
 GC1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1968'IN NASHVILLE.
 GC1968'IN NASHVILLE, SET VERTICALLY IN THE NORTHERNMOST PILLAR OF THE
 GC1968'NORTHERNMOST ONE OF FOUR OVERPASSES OVER U.S. HIGHWAY 31, 1.3 KM
 GC1968'(0.8 MI) SOUTH ALONG U.S. HIGHWAY 31 (EIGHTH AVENUE) FROM THE JUNCTION
 GC1968'OF BROADWAY AVENUE AT THE POST OFFICE, 12.95 METERS (42.5 FT) EAST OF
 GC1968'THE CENTERLINE OF THE HIGHWAY NORTHBOUND LANE, 79.55 METERS (261.0 FT)
 GC1968'SOUTH OF THE CENTER OF DIVISION STREET, 10.66 METERS (35.0 FT)
 GC1968'SOUTHEAST OF THE CENTER OF A METAL SEWER COVER IN THE HIGHWAY, AND
 GC1968'19.96 METERS (65.5 FT) SOUTH OF A STREET LIGHT POLE.
 GC1968'THE MARK IS 1.31 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1995 ***********************************************************************
 GC1995  DESIGNATION -  Z 304
 GC1995  PID         -  GC1995
 GC1995  STATE/COUNTY-  TN/CHEATHAM
 GC1995  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1995
 GC1995                         *CURRENT SURVEY CONTROL
 GC1995  ___________________________________________________________________
 GC1995* NAD 83(1986)-  36 21 42.     (N)    087 10 40.     (W)     SCALED    
 GC1995* NAVD 88     -       172.014  (meters)     564.35   (feet)  ADJUSTED  
 GC1995  ___________________________________________________________________
 GC1995  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1995  DYNAMIC HT  -         171.871 (meters)     563.88  (feet)  COMP
 GC1995  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC1995
 GC1995  VERT ORDER  -  FIRST     CLASS II
 GC1995
 GC1995.The horizontal coordinates were scaled from a topographic map and have
 GC1995.an estimated accuracy of +/- 6 seconds.
 GC1995
 GC1995.The orthometric height was determined by differential leveling
 GC1995.and adjusted by the National Geodetic Survey in June 1991..
 GC1995
 GC1995.The geoid height was determined by GEOID03.
 GC1995
 GC1995.The dynamic height is computed by dividing the NAVD 88
 GC1995.geopotential number by the normal gravity value computed on the
 GC1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1995.degrees latitude (g = 980.6199 gals.).
 GC1995
 GC1995.The modeled gravity was interpolated from observed gravity values.
 GC1995
 GC1995;                    North         East    Units  Estimated Accuracy
 GC1995;SPC TN       -   225,680.      494,300.      MT  (+/- 180 meters Scaled)
 GC1995
 GC1995                          SUPERSEDED SURVEY CONTROL
 GC1995
 GC1995.No superseded survey control is available for this station.
 GC1995
 GC1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF840240(NAD 83)
 GC1995_MARKER: DB = BENCH MARK DISK
 GC1995_SETTING: 66 = SET IN ROCK OUTCROP
 GC1995_SP_SET: ROCK OUTCROP
 GC1995_STAMPING: Z 304 1984
 GC1995_MARK LOGO: NGS   
 GC1995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1995+STABILITY: POSITION/ELEVATION WELL
 GC1995
 GC1995  HISTORY     - Date     Condition        Report By
 GC1995  HISTORY     - 1984     MONUMENTED       NGS
 GC1995
 GC1995                          STATION DESCRIPTION
 GC1995
 GC1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1995'4.3 KM (2.65 MI) NW FROM CHEAP HILL.
 GC1995'4.3 KM (2.65 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1995'IN CHEAP HILL TO THE MARK ON THE RIGHT, A DISK SET IN A 5.0 BY 3.5
 GC1995'FOOT AREA OF ROCK OUTCROP, 10.52 METERS (34.5 FT) EAST OF THE
 GC1995'CENTERLINE OF THE HIGHWAY, 71.02 METERS (233.0 FT) SOUTH OF THE
 GC1995'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO TWO ONE LEVEL BRICK
 GC1995'HOUSES, 13.14 METERS (43.1 FT) NORTH-NORTHEAST OF A POWERLINE POLE,
 GC1995'AND 7.77 METERS (25.5 FT) NORTH OF A TELEPHONE JUNCTION BOX.
 GC1995'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GC1995'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2022 ***********************************************************************
 GC2022  DESIGNATION -  Z 305
 GC2022  PID         -  GC2022
 GC2022  STATE/COUNTY-  TN/MONTGOMERY
 GC2022  USGS QUAD   -  CLARKSVILLE (1984)
 GC2022
 GC2022                         *CURRENT SURVEY CONTROL
 GC2022  ___________________________________________________________________
 GC2022* NAD 83(1986)-  36 32 29.     (N)    087 20 59.     (W)     SCALED    
 GC2022* NAVD 88     -       129.354  (meters)     424.39   (feet)  ADJUSTED  
 GC2022  ___________________________________________________________________
 GC2022  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2022  DYNAMIC HT  -         129.246 (meters)     424.03  (feet)  COMP
 GC2022  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 GC2022
 GC2022  VERT ORDER  -  FIRST     CLASS II
 GC2022
 GC2022.The horizontal coordinates were scaled from a topographic map and have
 GC2022.an estimated accuracy of +/- 6 seconds.
 GC2022
 GC2022.The orthometric height was determined by differential leveling
 GC2022.and adjusted by the National Geodetic Survey in June 1991..
 GC2022
 GC2022.The geoid height was determined by GEOID03.
 GC2022
 GC2022.The dynamic height is computed by dividing the NAVD 88
 GC2022.geopotential number by the normal gravity value computed on the
 GC2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2022.degrees latitude (g = 980.6199 gals.).
 GC2022
 GC2022.The modeled gravity was interpolated from observed gravity values.
 GC2022
 GC2022;                    North         East    Units  Estimated Accuracy
 GC2022;SPC TN       -   245,820.      479,140.      MT  (+/- 180 meters Scaled)
 GC2022
 GC2022                          SUPERSEDED SURVEY CONTROL
 GC2022
 GC2022.No superseded survey control is available for this station.
 GC2022
 GC2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF686440(NAD 83)
 GC2022_MARKER: DB = BENCH MARK DISK
 GC2022_SETTING: 66 = SET IN ROCK OUTCROP
 GC2022_SP_SET: ROCK OUTCROP
 GC2022_STAMPING: Z 305 1984
 GC2022_MARK LOGO: NGS   
 GC2022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2022+STABILITY: POSITION/ELEVATION WELL
 GC2022
 GC2022  HISTORY     - Date     Condition        Report By
 GC2022  HISTORY     - 1984     MONUMENTED       NGS
 GC2022
 GC2022                          STATION DESCRIPTION
 GC2022
 GC2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2022'3.4 KM (2.15 MI) NORTH FROM CLARKSVILLE.
 GC2022'0.6 KM (0.4 MI) NORTH-NORTHWEST ALONG THIRD STREET FROM THE POST
 GC2022'OFFICE IN CLARKSVILLE, THENCE 0.1 KM (0.05 MI) WEST-SOUTHWEST ALONG
 GC2022'COLLEGE STREET, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG SECOND STREET,
 GC2022'THENCE 1.4 KM (0.9 MI) EAST ALONG KROFT STREET TO A ROCK CUT JUST
 GC2022'BEFORE THE INTERSECTION OF EIGHT STREET ON THE RIGHT AND THE MARK SET
 GC2022'VERTICALLY IN AN EIGHT FOOT HIGH ROCK ON THE RIGHT, 10.42 METERS
 GC2022'(34.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF KROFT STREET,
 GC2022'50.08 METERS (164.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF EIGHT
 GC2022'STREET AND 1.22 METERS (4.0 FT) ABOVE THE GROUND.
 GC2022'THE MARK IS 1.22 M ABOVE KROFT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1001 ***********************************************************************
 FD1001  DESIGNATION -  Z 31
 FD1001  PID         -  FD1001
 FD1001  STATE/COUNTY-  TN/WAYNE
 FD1001  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1001
 FD1001                         *CURRENT SURVEY CONTROL
 FD1001  ___________________________________________________________________
 FD1001* NAD 83(1986)-  35 20 00.     (N)    087 41 23.     (W)     SCALED    
 FD1001* NAVD 88     -       243.475  (meters)     798.80   (feet)  ADJUSTED  
 FD1001  ___________________________________________________________________
 FD1001  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1001  DYNAMIC HT  -         243.243 (meters)     798.04  (feet)  COMP
 FD1001  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 FD1001
 FD1001  VERT ORDER  -  SECOND    CLASS 0
 FD1001
 FD1001.The horizontal coordinates were scaled from a topographic map and have
 FD1001.an estimated accuracy of +/- 6 seconds.
 FD1001
 FD1001.The orthometric height was determined by differential leveling
 FD1001.and adjusted by the National Geodetic Survey in June 1991..
 FD1001
 FD1001.The geoid height was determined by GEOID03.
 FD1001
 FD1001.The dynamic height is computed by dividing the NAVD 88
 FD1001.geopotential number by the normal gravity value computed on the
 FD1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1001.degrees latitude (g = 980.6199 gals.).
 FD1001
 FD1001.The modeled gravity was interpolated from observed gravity values.
 FD1001
 FD1001;                    North         East    Units  Estimated Accuracy
 FD1001;SPC TN       -   112,280.      446,390.      MT  (+/- 180 meters Scaled)
 FD1001
 FD1001                          SUPERSEDED SURVEY CONTROL
 FD1001
 FD1001  NGVD 29 (??/??/92)  243.440  (m)          798.69   (f) ADJ UNCH    2 0
 FD1001
 FD1001.Superseded values are not recommended for survey control.
 FD1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1001.See file dsdata.txt to determine how the superseded data were derived.
 FD1001
 FD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE373102(NAD 83)
 FD1001_MARKER: DB = BENCH MARK DISK
 FD1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1001_STAMPING: Z 31 1934
 FD1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1001+STABILITY: SURFACE MOTION
 FD1001
 FD1001  HISTORY     - Date     Condition        Report By
 FD1001  HISTORY     - 1934     MONUMENTED       CGS
 FD1001  HISTORY     - 1962     GOOD             NGS
 FD1001
 FD1001                          STATION DESCRIPTION
 FD1001
 FD1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1001'5 MI E FROM WAYNESBORO.
 FD1001'ABOUT 5 MILES EAST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, WAYNE
 FD1001'COUNTY, ABOUT 1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 48,
 FD1001'ABOUT 200 YARDS WEST OF KEETON SPRINGS SERVICE STATION, 4 YARDS
 FD1001'WEST OF A FENCE CORNER, AND 10 YARDS SOUTH OF THE CENTERLINE OF
 FD1001'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 31 1934 AND SET IN THE
 FD1001'TOP OF A CONCRETE POST.
 FD1001
 FD1001                          STATION RECOVERY (1962)
 FD1001
 FD1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0232 ***********************************************************************
 FD0232  DESIGNATION -  Z 32
 FD0232  PID         -  FD0232
 FD0232  STATE/COUNTY-  TN/BEDFORD
 FD0232  USGS QUAD   -  SHELBYVILLE (1981)
 FD0232
 FD0232                         *CURRENT SURVEY CONTROL
 FD0232  ___________________________________________________________________
 FD0232* NAD 83(1986)-  35 28 58.     (N)    086 27 39.     (W)     SCALED    
 FD0232* NAVD 88     -       233.091  (meters)     764.73   (feet)  ADJUSTED  
 FD0232  ___________________________________________________________________
 FD0232  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD0232  DYNAMIC HT  -         232.879 (meters)     764.04  (feet)  COMP
 FD0232  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FD0232
 FD0232  VERT ORDER  -  SECOND    CLASS 0
 FD0232
 FD0232.The horizontal coordinates were scaled from a topographic map and have
 FD0232.an estimated accuracy of +/- 6 seconds.
 FD0232
 FD0232.The orthometric height was determined by differential leveling
 FD0232.and adjusted by the National Geodetic Survey in June 1991..
 FD0232
 FD0232.The geoid height was determined by GEOID03.
 FD0232
 FD0232.The dynamic height is computed by dividing the NAVD 88
 FD0232.geopotential number by the normal gravity value computed on the
 FD0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0232.degrees latitude (g = 980.6199 gals.).
 FD0232
 FD0232.The modeled gravity was interpolated from observed gravity values.
 FD0232
 FD0232;                    North         East    Units  Estimated Accuracy
 FD0232;SPC TN       -   127,630.      558,180.      MT  (+/- 180 meters Scaled)
 FD0232
 FD0232                          SUPERSEDED SURVEY CONTROL
 FD0232
 FD0232  NGVD 29 (??/??/92)  233.087  (m)          764.72   (f) ADJ UNCH    2 0
 FD0232
 FD0232.Superseded values are not recommended for survey control.
 FD0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0232.See file dsdata.txt to determine how the superseded data were derived.
 FD0232
 FD0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE489267(NAD 83)
 FD0232_MARKER: DB = BENCH MARK DISK
 FD0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0232_STAMPING: Z 32 1934
 FD0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0232+STABILITY: SURFACE MOTION
 FD0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0232+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD0232
 FD0232  HISTORY     - Date     Condition        Report By
 FD0232  HISTORY     - 1934     MONUMENTED       CGS
 FD0232  HISTORY     - 1956     GOOD             NGS
 FD0232  HISTORY     - 20010226 GOOD             TNDT
 FD0232  HISTORY     - 20010727 GOOD             TNDT
 FD0232
 FD0232                          STATION DESCRIPTION
 FD0232
 FD0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FD0232'AT SHELBYVILLE.
 FD0232'AT SHELBYVILLE, BEDFORD COUNTY, IN THE COURTHOUSE YARD, 45 FEET
 FD0232'WEST OF THE WEST ENTRANCE TO THE COURTHOUSE, 8 FEET SOUTH OF THE
 FD0232'SIDEWALK LEADING TO THE WEST ENTRANCE, AND 5 FEET EAST OF THE
 FD0232'CURB.  A STANDARD DISK, STAMPED Z 32 1934 AND SET IN THE TOP OF
 FD0232'A CONCRETE POST.
 FD0232
 FD0232                          STATION RECOVERY (2001)
 FD0232
 FD0232'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0232' 
 FD0232' 
 FD0232' 
 FD0232' 
 FD0232' 
 FD0232' 
 FD0232' 
 FD0232' 
 FD0232
 FD0232                          STATION RECOVERY (2001)
 FD0232
 FD0232'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0232'A 3RD ORDER RUN TO H 6(PID FD0011)CONFIRMED PUBLISHED ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0283 ***********************************************************************
 FD0283  DESIGNATION -  Z 33
 FD0283  PID         -  FD0283
 FD0283  STATE/COUNTY-  TN/LINCOLN
 FD0283  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0283
 FD0283                         *CURRENT SURVEY CONTROL
 FD0283  ___________________________________________________________________
 FD0283* NAD 83(1986)-  35 09 06.     (N)    086 34 11.     (W)     SCALED    
 FD0283* NAVD 88     -       218.553  (meters)     717.04   (feet)  ADJUSTED  
 FD0283  ___________________________________________________________________
 FD0283  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0283  DYNAMIC HT  -         218.351 (meters)     716.37  (feet)  COMP
 FD0283  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FD0283
 FD0283  VERT ORDER  -  FIRST     CLASS II
 FD0283
 FD0283.The horizontal coordinates were scaled from a topographic map and have
 FD0283.an estimated accuracy of +/- 6 seconds.
 FD0283
 FD0283.The orthometric height was determined by differential leveling
 FD0283.and adjusted by the National Geodetic Survey in June 1991..
 FD0283
 FD0283.The geoid height was determined by GEOID03.
 FD0283
 FD0283.The dynamic height is computed by dividing the NAVD 88
 FD0283.geopotential number by the normal gravity value computed on the
 FD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0283.degrees latitude (g = 980.6199 gals.).
 FD0283
 FD0283.The modeled gravity was interpolated from observed gravity values.
 FD0283
 FD0283;                    North         East    Units  Estimated Accuracy
 FD0283;SPC TN       -    90,950.      548,090.      MT  (+/- 180 meters Scaled)
 FD0283
 FD0283                          SUPERSEDED SURVEY CONTROL
 FD0283
 FD0283  NGVD 29 (??/??/92)  218.535  (m)          716.98   (f) ADJ UNCH    1 2
 FD0283
 FD0283.Superseded values are not recommended for survey control.
 FD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0283.See file dsdata.txt to determine how the superseded data were derived.
 FD0283
 FD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED391899(NAD 83)
 FD0283_MARKER: DB = BENCH MARK DISK
 FD0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0283_STAMPING: Z 33 1934
 FD0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0283+STABILITY: SURFACE MOTION
 FD0283
 FD0283  HISTORY     - Date     Condition        Report By
 FD0283  HISTORY     - 1934     MONUMENTED       CGS
 FD0283  HISTORY     - 1949     GOOD             NGS
 FD0283
 FD0283                          STATION DESCRIPTION
 FD0283
 FD0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0283'AT FAYETTEVILLE.
 FD0283'AT FAYETTEVILLE, IN THE NORTHEAST CORNER OF THE COURT HOUSE
 FD0283'LAWN, AT THE NORTHEAST CORNER OF A TERRACE AROUND CIVIL WAR
 FD0283'MONUMENT, 11 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FD0283'MONUMENT, 1 FOOT NORTHWEST OF THE NORTHEAST CORNER OF THE
 FD0283'MONUMENT TERRACE, 1/2 FOOT NORTH OF THE CONCRETE TERRACE AND
 FD0283'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1353 ***********************************************************************
 FC1353  DESIGNATION -  Z 37
 FC1353  PID         -  FC1353
 FC1353  STATE/COUNTY-  TN/GRUNDY
 FC1353  USGS QUAD   -  MONTEAGLE (1982)
 FC1353
 FC1353                         *CURRENT SURVEY CONTROL
 FC1353  ___________________________________________________________________
 FC1353* NAD 83(1986)-  35 14 25.     (N)    085 50 08.     (W)     SCALED    
 FC1353* NAVD 88     -       587.165  (meters)    1926.39   (feet)  ADJUSTED  
 FC1353  ___________________________________________________________________
 FC1353  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1353  DYNAMIC HT  -         586.565 (meters)    1924.42  (feet)  COMP
 FC1353  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 FC1353
 FC1353  VERT ORDER  -  SECOND    CLASS 0
 FC1353
 FC1353.The horizontal coordinates were scaled from a topographic map and have
 FC1353.an estimated accuracy of +/- 6 seconds.
 FC1353
 FC1353.The orthometric height was determined by differential leveling
 FC1353.and adjusted by the National Geodetic Survey in June 1991..
 FC1353
 FC1353.The geoid height was determined by GEOID03.
 FC1353
 FC1353.The dynamic height is computed by dividing the NAVD 88
 FC1353.geopotential number by the normal gravity value computed on the
 FC1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1353.degrees latitude (g = 980.6199 gals.).
 FC1353
 FC1353.The modeled gravity was interpolated from observed gravity values.
 FC1353
 FC1353;                    North         East    Units  Estimated Accuracy
 FC1353;SPC TN       -   100,640.      614,970.      MT  (+/- 180 meters Scaled)
 FC1353
 FC1353                          SUPERSEDED SURVEY CONTROL
 FC1353
 FC1353  NGVD 29 (??/??/92)  587.147  (m)         1926.33   (f) ADJ UNCH    2 0
 FC1353
 FC1353.Superseded values are not recommended for survey control.
 FC1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1353.See file dsdata.txt to determine how the superseded data were derived.
 FC1353
 FC1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE059003(NAD 83)
 FC1353_MARKER: DB = BENCH MARK DISK
 FC1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1353_STAMPING: Z 37 1934
 FC1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1353+STABILITY: SURFACE MOTION
 FC1353
 FC1353  HISTORY     - Date     Condition        Report By
 FC1353  HISTORY     - 1934     MONUMENTED       CGS
 FC1353  HISTORY     - 1962     GOOD             NGS
 FC1353
 FC1353                          STATION DESCRIPTION
 FC1353
 FC1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1353'IN MONTEAGLE.
 FC1353'IN MONTEAGLE, 350 FEET EAST OF THE POST OFFICE, 60.3 FEET
 FC1353'NORTH OF THE NORTH RAIL OF THE NASHVILLE, CHATTANOOGA AND ST.
 FC1353'LOUIS RAILWAY, 27 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD,
 FC1353'12.0 FEET NORTHEAST OF A TELEPHONE POLE, 8.0 FEET SOUTH OF A 15
 FC1353'INCH MAPLE TREE, AND 1.0 FEET SOUTHWEST OF A METAL WITNESS POST.
 FC1353'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1353'2 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1378 ***********************************************************************
 FC1378  DESIGNATION -  Z 38
 FC1378  PID         -  FC1378
 FC1378  STATE/COUNTY-  TN/MARION
 FC1378  USGS QUAD   -  WHITWELL (1982)
 FC1378
 FC1378                         *CURRENT SURVEY CONTROL
 FC1378  ___________________________________________________________________
 FC1378* NAD 83(1986)-  35 09 16.     (N)    085 33 13.     (W)     SCALED    
 FC1378* NAVD 88     -       206.817  (meters)     678.53   (feet)  ADJUSTED  
 FC1378  ___________________________________________________________________
 FC1378  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1378  DYNAMIC HT  -         206.619 (meters)     677.88  (feet)  COMP
 FC1378  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FC1378
 FC1378  VERT ORDER  -  SECOND    CLASS 0
 FC1378
 FC1378.The horizontal coordinates were scaled from a topographic map and have
 FC1378.an estimated accuracy of +/- 6 seconds.
 FC1378
 FC1378.The orthometric height was determined by differential leveling
 FC1378.and adjusted by the National Geodetic Survey in June 1991..
 FC1378
 FC1378.The geoid height was determined by GEOID03.
 FC1378
 FC1378.The dynamic height is computed by dividing the NAVD 88
 FC1378.geopotential number by the normal gravity value computed on the
 FC1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1378.degrees latitude (g = 980.6199 gals.).
 FC1378
 FC1378.The modeled gravity was interpolated from observed gravity values.
 FC1378
 FC1378;                    North         East    Units  Estimated Accuracy
 FC1378;SPC TN       -    91,200.      640,670.      MT  (+/- 180 meters Scaled)
 FC1378
 FC1378                          SUPERSEDED SURVEY CONTROL
 FC1378
 FC1378  NGVD 29 (??/??/92)  206.842  (m)          678.61   (f) ADJ UNCH    2 0
 FC1378
 FC1378.Superseded values are not recommended for survey control.
 FC1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1378.See file dsdata.txt to determine how the superseded data were derived.
 FC1378
 FC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD317911(NAD 83)
 FC1378_MARKER: DB = BENCH MARK DISK
 FC1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1378_STAMPING: Z 38 1934
 FC1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1378+STABILITY: SURFACE MOTION
 FC1378
 FC1378  HISTORY     - Date     Condition        Report By
 FC1378  HISTORY     - 1934     MONUMENTED       CGS
 FC1378  HISTORY     - 1949     GOOD             NGS
 FC1378
 FC1378                          STATION DESCRIPTION
 FC1378
 FC1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1378'AT VICTORIA.
 FC1378'AT VICTORIA, MARION COUNTY, 70 FEET WEST OF THE NASHVILLE,
 FC1378'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 11 POLES NORTH OF
 FC1378'MILEPOST 19, 4 RAILS SOUTH OF A GRADE CROSSING, AND 15 FEET WEST
 FC1378'OF THE TRACK.  A STANDARD DISK, STAMPED Z 38 1934 AND SET IN
 FC1378'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1133 ***********************************************************************
 FC1133  DESIGNATION -  Z 39
 FC1133  PID         -  FC1133
 FC1133  STATE/COUNTY-  TN/BLEDSOE
 FC1133  USGS QUAD   -  MOUNT AIRY (1991)
 FC1133
 FC1133                         *CURRENT SURVEY CONTROL
 FC1133  ___________________________________________________________________
 FC1133* NAD 83(1986)-  35 29 23.     (N)    085 18 10.     (W)     SCALED    
 FC1133* NAVD 88     -       234.147  (meters)     768.20   (feet)  ADJUSTED  
 FC1133  ___________________________________________________________________
 FC1133  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1133  DYNAMIC HT  -         233.925 (meters)     767.47  (feet)  COMP
 FC1133  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FC1133
 FC1133  VERT ORDER  -  SECOND    CLASS 0
 FC1133
 FC1133.The horizontal coordinates were scaled from a topographic map and have
 FC1133.an estimated accuracy of +/- 6 seconds.
 FC1133
 FC1133.The orthometric height was determined by differential leveling
 FC1133.and adjusted by the National Geodetic Survey in June 1991..
 FC1133
 FC1133.The geoid height was determined by GEOID03.
 FC1133
 FC1133.The dynamic height is computed by dividing the NAVD 88
 FC1133.geopotential number by the normal gravity value computed on the
 FC1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1133.degrees latitude (g = 980.6199 gals.).
 FC1133
 FC1133.The modeled gravity was interpolated from observed gravity values.
 FC1133
 FC1133;                    North         East    Units  Estimated Accuracy
 FC1133;SPC TN       -   128,530.      663,260.      MT  (+/- 180 meters Scaled)
 FC1133
 FC1133                          SUPERSEDED SURVEY CONTROL
 FC1133
 FC1133  NGVD 29 (??/??/92)  234.192  (m)          768.34   (f) ADJ UNCH    2 0
 FC1133
 FC1133.Superseded values are not recommended for survey control.
 FC1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1133.See file dsdata.txt to determine how the superseded data were derived.
 FC1133
 FC1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE539286(NAD 83)
 FC1133_MARKER: DB = BENCH MARK DISK
 FC1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1133_STAMPING: Z 30 1934
 FC1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1133+STABILITY: SURFACE MOTION
 FC1133
 FC1133  HISTORY     - Date     Condition        Report By
 FC1133  HISTORY     - 1934     MONUMENTED       CGS
 FC1133  HISTORY     - 1944     GOOD             NGS
 FC1133  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1133
 FC1133                          STATION DESCRIPTION
 FC1133
 FC1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FC1133'1.7 MI SW FROM COLLEGE.
 FC1133'1.7 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1133'LOUIS RAILWAY FROM COLLEGE, BLEDSOE COUNTY, 60 FEET SOUTHEAST
 FC1133'OF MILEPOST 47, 75 FEET SOUTHEAST OF TRESTLE 47.1, 50 FEET
 FC1133'EAST OF THE TRACK, AND IN THE FENCE CORNER.  A STANDARD DISK,
 FC1133'STAMPED Z 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1133
 FC1133                          STATION RECOVERY (1972)
 FC1133
 FC1133'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1849 ***********************************************************************
 GA1849  DESIGNATION -  Z 4
 GA1849  PID         -  GA1849
 GA1849  STATE/COUNTY-  TN/HAWKINS
 GA1849  USGS QUAD   -  BULLS GAP (1976)
 GA1849
 GA1849                         *CURRENT SURVEY CONTROL
 GA1849  ___________________________________________________________________
 GA1849* NAD 83(1986)-  36 15 12.     (N)    083 05 11.     (W)     SCALED    
 GA1849* NAVD 88     -       351.401  (meters)    1152.89   (feet)  ADJUSTED  
 GA1849  ___________________________________________________________________
 GA1849  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1849  DYNAMIC HT  -         351.078 (meters)    1151.83  (feet)  COMP
 GA1849  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 GA1849
 GA1849  VERT ORDER  -  FIRST     CLASS I
 GA1849
 GA1849.The horizontal coordinates were scaled from a topographic map and have
 GA1849.an estimated accuracy of +/- 6 seconds.
 GA1849
 GA1849.The orthometric height was determined by differential leveling
 GA1849.and adjusted by the National Geodetic Survey in June 1991..
 GA1849
 GA1849.The geoid height was determined by GEOID03.
 GA1849
 GA1849.The dynamic height is computed by dividing the NAVD 88
 GA1849.geopotential number by the normal gravity value computed on the
 GA1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1849.degrees latitude (g = 980.6199 gals.).
 GA1849
 GA1849.The modeled gravity was interpolated from observed gravity values.
 GA1849
 GA1849;                    North         East    Units  Estimated Accuracy
 GA1849;SPC TN       -   216,920.      861,810.      MT  (+/- 180 meters Scaled)
 GA1849
 GA1849                          SUPERSEDED SURVEY CONTROL
 GA1849
 GA1849  NGVD 29 (??/??/92)  351.554  (m)         1153.39   (f) ADJ UNCH    1 1
 GA1849
 GA1849.Superseded values are not recommended for survey control.
 GA1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1849.See file dsdata.txt to determine how the superseded data were derived.
 GA1849
 GA1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA125140(NAD 83)
 GA1849_MARKER: DB = BENCH MARK DISK
 GA1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1849_STAMPING: Z 4 1931 1154.053
 GA1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1849+STABILITY: SURFACE MOTION
 GA1849
 GA1849  HISTORY     - Date     Condition        Report By
 GA1849  HISTORY     - 1931     MONUMENTED       CGS
 GA1849  HISTORY     - 1967     GOOD             NGS
 GA1849
 GA1849                          STATION DESCRIPTION
 GA1849
 GA1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1849'AT BULLS GAP.
 GA1849'AT BULLS GAP, 82 FEET EAST OF THE EAST CORNER OF THE SOUTHERN
 GA1849'RAILWAY COMPANY RAILROAD STATION, NEAR THE CENTER OF A TRIANGLE
 GA1849'FORMED BY RAILROAD TRACKS, IN A PAVED PARKING AREA, 117 FEET
 GA1849'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 48 FEET WEST
 GA1849'OF THE WEST RAIL OF A BRANCH LINE WHICH LEADS TO APPALACHIA, 35
 GA1849'FEET WEST OF THE CENTERLINE OF A STREET, ABOUT LEVEL WITH THE
 GA1849'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 GA1849'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1380 ***********************************************************************
 FC1380  DESIGNATION -  Z 40
 FC1380  PID         -  FC1380
 FC1380  STATE/COUNTY-  TN/MARION
 FC1380  USGS QUAD   -  WHITWELL (1982)
 FC1380
 FC1380                         *CURRENT SURVEY CONTROL
 FC1380  ___________________________________________________________________
 FC1380* NAD 83(1986)-  35 12 01.     (N)    085 31 02.     (W)     SCALED    
 FC1380* NAVD 88     -       205.842  (meters)     675.33   (feet)  ADJUSTED  
 FC1380  ___________________________________________________________________
 FC1380  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC1380  DYNAMIC HT  -         205.644 (meters)     674.68  (feet)  COMP
 FC1380  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FC1380
 FC1380  VERT ORDER  -  SECOND    CLASS 0
 FC1380
 FC1380.The horizontal coordinates were scaled from a topographic map and have
 FC1380.an estimated accuracy of +/- 6 seconds.
 FC1380
 FC1380.The orthometric height was determined by differential leveling
 FC1380.and adjusted by the National Geodetic Survey in June 1991..
 FC1380
 FC1380.The geoid height was determined by GEOID03.
 FC1380
 FC1380.The dynamic height is computed by dividing the NAVD 88
 FC1380.geopotential number by the normal gravity value computed on the
 FC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1380.degrees latitude (g = 980.6199 gals.).
 FC1380
 FC1380.The modeled gravity was interpolated from observed gravity values.
 FC1380
 FC1380;                    North         East    Units  Estimated Accuracy
 FC1380;SPC TN       -    96,300.      643,960.      MT  (+/- 180 meters Scaled)
 FC1380
 FC1380                          SUPERSEDED SURVEY CONTROL
 FC1380
 FC1380  NGVD 29 (??/??/92)  205.871  (m)          675.43   (f) ADJ UNCH    2 0
 FC1380
 FC1380.Superseded values are not recommended for survey control.
 FC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1380.See file dsdata.txt to determine how the superseded data were derived.
 FC1380
 FC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD349962(NAD 83)
 FC1380_MARKER: DB = BENCH MARK DISK
 FC1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1380_STAMPING: Z 40 1934
 FC1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1380+STABILITY: SURFACE MOTION
 FC1380
 FC1380  HISTORY     - Date     Condition        Report By
 FC1380  HISTORY     - 1934     MONUMENTED       CGS
 FC1380  HISTORY     - 1949     GOOD             NGS
 FC1380
 FC1380                          STATION DESCRIPTION
 FC1380
 FC1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1380'AT WHITWELL.
 FC1380'AT WHITWELL, MARION COUNTY, 20 POLES NORTH OF THE NASHVILLE,
 FC1380'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 10 POLES NORTH OF
 FC1380'MILEPOST 23, 40 FEET WEST OF THE TRACK, AND 25 FEET EAST OF THE
 FC1380'METHODIST CHURCH.  A STANDARD DISK, STAMPED Z 40 1934 AND
 FC1380'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0988 ***********************************************************************
 FC0988  DESIGNATION -  Z 42
 FC0988  PID         -  FC0988
 FC0988  STATE/COUNTY-  TN/CUMBERLAND
 FC0988  USGS QUAD   -  CROSSVILLE (1982)
 FC0988
 FC0988                         *CURRENT SURVEY CONTROL
 FC0988  ___________________________________________________________________
 FC0988* NAD 83(1986)-  35 55 45.     (N)    085 00 33.     (W)     SCALED    
 FC0988* NAVD 88     -       555.670  (meters)    1823.06   (feet)  ADJUSTED  
 FC0988  ___________________________________________________________________
 FC0988  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC0988  DYNAMIC HT  -         555.151 (meters)    1821.36  (feet)  COMP
 FC0988  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FC0988
 FC0988  VERT ORDER  -  SECOND    CLASS 0
 FC0988
 FC0988.The horizontal coordinates were scaled from a topographic map and have
 FC0988.an estimated accuracy of +/- 6 seconds.
 FC0988
 FC0988.The orthometric height was determined by differential leveling
 FC0988.and adjusted by the National Geodetic Survey in June 1991..
 FC0988
 FC0988.The geoid height was determined by GEOID03.
 FC0988
 FC0988.The dynamic height is computed by dividing the NAVD 88
 FC0988.geopotential number by the normal gravity value computed on the
 FC0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0988.degrees latitude (g = 980.6199 gals.).
 FC0988
 FC0988.The modeled gravity was interpolated from observed gravity values.
 FC0988
 FC0988;                    North         East    Units  Estimated Accuracy
 FC0988;SPC TN       -   177,510.      689,410.      MT  (+/- 180 meters Scaled)
 FC0988
 FC0988                          SUPERSEDED SURVEY CONTROL
 FC0988
 FC0988  NGVD 29 (??/??/92)  555.727  (m)         1823.25   (f) ADJ UNCH    2 0
 FC0988
 FC0988.Superseded values are not recommended for survey control.
 FC0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0988.See file dsdata.txt to determine how the superseded data were derived.
 FC0988
 FC0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE796779(NAD 83)
 FC0988_MARKER: DB = BENCH MARK DISK
 FC0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0988_STAMPING: Z 42 1934
 FC0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0988+STABILITY: SURFACE MOTION
 FC0988
 FC0988  HISTORY     - Date     Condition        Report By
 FC0988  HISTORY     - 1934     MONUMENTED       CGS
 FC0988  HISTORY     - 1934     GOOD             NGS
 FC0988  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC0988
 FC0988                          STATION DESCRIPTION
 FC0988
 FC0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0988'1.5 MI S FROM CROSSVILLE.
 FC0988'1.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CROSSVILLE, CUMBERLAND
 FC0988'COUNTY, 65 FEET NORTH OF A T-ROAD LEADING WEST, 75 FEET SOUTHEAST
 FC0988'OF A WHITE HOUSE, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FC0988'45 FEET SOUTH OF A GATE, 20 FEET NORTH OF THE SOUTH END OF THE
 FC0988'FENCE, AND 1 FOOT EAST OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FC0988'Z 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC0988
 FC0988                          STATION RECOVERY (1980)
 FC0988
 FC0988'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1038 ***********************************************************************
 FC1038  DESIGNATION -  Z 43
 FC1038  PID         -  FC1038
 FC1038  STATE/COUNTY-  TN/BLEDSOE
 FC1038  USGS QUAD   -  PIKEVILLE (1977)
 FC1038
 FC1038                         *CURRENT SURVEY CONTROL
 FC1038  ___________________________________________________________________
 FC1038* NAD 83(1986)-  35 36 21.     (N)    085 11 21.     (W)     SCALED    
 FC1038* NAVD 88     -       263.498  (meters)     864.49   (feet)  ADJUSTED  
 FC1038  ___________________________________________________________________
 FC1038  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC1038  DYNAMIC HT  -         263.251 (meters)     863.68  (feet)  COMP
 FC1038  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FC1038
 FC1038  VERT ORDER  -  SECOND    CLASS 0
 FC1038
 FC1038.The horizontal coordinates were scaled from a topographic map and have
 FC1038.an estimated accuracy of +/- 6 seconds.
 FC1038
 FC1038.The orthometric height was determined by differential leveling
 FC1038.and adjusted by the National Geodetic Survey in June 1991..
 FC1038
 FC1038.The geoid height was determined by GEOID03.
 FC1038
 FC1038.The dynamic height is computed by dividing the NAVD 88
 FC1038.geopotential number by the normal gravity value computed on the
 FC1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1038.degrees latitude (g = 980.6199 gals.).
 FC1038
 FC1038.The modeled gravity was interpolated from observed gravity values.
 FC1038
 FC1038;                    North         East    Units  Estimated Accuracy
 FC1038;SPC TN       -   141,490.      673,470.      MT  (+/- 180 meters Scaled)
 FC1038
 FC1038                          SUPERSEDED SURVEY CONTROL
 FC1038
 FC1038  NGVD 29 (??/??/92)  263.553  (m)          864.67   (f) ADJ UNCH    2 0
 FC1038
 FC1038.Superseded values are not recommended for survey control.
 FC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1038.See file dsdata.txt to determine how the superseded data were derived.
 FC1038
 FC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE640417(NAD 83)
 FC1038_MARKER: DB = BENCH MARK DISK
 FC1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1038_SP_SET: WATER TABLE
 FC1038_STAMPING: Z 43 1934
 FC1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1038
 FC1038  HISTORY     - Date     Condition        Report By
 FC1038  HISTORY     - 1934     MONUMENTED       CGS
 FC1038  HISTORY     - 1934     GOOD             NGS
 FC1038
 FC1038                          STATION DESCRIPTION
 FC1038
 FC1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1038'AT PIKEVILLE.
 FC1038'AT PIKEVILLE, BLEDSOE COUNTY, OPPOSITE THE COURTHOUSE, AT THE
 FC1038'FRONT OF THE F.O. AGEE RESTAURANT IN 1934, IN THE TOP OF THE
 FC1038'CONCRETE WATER TABLE, 1 FOOT NORTH OF THE CENTER BRICK COLUMN,
 FC1038'8 INCHES EAST OF THE FRONT WALL, AND ABOUT 1 FOOT ABOVE THE
 FC1038'SIDEWALK.  A STANDARD DISK, STAMPED Z 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1675 ***********************************************************************
 GB1675  DESIGNATION -  Z 44
 GB1675  PID         -  GB1675
 GB1675  STATE/COUNTY-  TN/CUMBERLAND
 GB1675  USGS QUAD   -  ISOLINE (1974)
 GB1675
 GB1675                         *CURRENT SURVEY CONTROL
 GB1675  ___________________________________________________________________
 GB1675* NAD 83(1986)-  36 06 21.     (N)    085 04 03.     (W)     SCALED    
 GB1675* NAVD 88     -       525.849  (meters)    1725.22   (feet)  ADJUSTED  
 GB1675  ___________________________________________________________________
 GB1675  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GB1675  DYNAMIC HT  -         525.366 (meters)    1723.64  (feet)  COMP
 GB1675  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GB1675
 GB1675  VERT ORDER  -  SECOND    CLASS 0
 GB1675
 GB1675.The horizontal coordinates were scaled from a topographic map and have
 GB1675.an estimated accuracy of +/- 6 seconds.
 GB1675
 GB1675.The orthometric height was determined by differential leveling
 GB1675.and adjusted by the National Geodetic Survey in June 1991..
 GB1675
 GB1675.The geoid height was determined by GEOID03.
 GB1675
 GB1675.The dynamic height is computed by dividing the NAVD 88
 GB1675.geopotential number by the normal gravity value computed on the
 GB1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1675.degrees latitude (g = 980.6199 gals.).
 GB1675
 GB1675.The modeled gravity was interpolated from observed gravity values.
 GB1675
 GB1675;                    North         East    Units  Estimated Accuracy
 GB1675;SPC TN       -   197,060.      683,960.      MT  (+/- 180 meters Scaled)
 GB1675
 GB1675                          SUPERSEDED SURVEY CONTROL
 GB1675
 GB1675  NGVD 29 (??/??/92)  525.911  (m)         1725.43   (f) ADJ UNCH    2 0
 GB1675
 GB1675.Superseded values are not recommended for survey control.
 GB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1675.See file dsdata.txt to determine how the superseded data were derived.
 GB1675
 GB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE739974(NAD 83)
 GB1675_MARKER: DB = BENCH MARK DISK
 GB1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1675_STAMPING: Z 44 1934
 GB1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1675+STABILITY: SURFACE MOTION
 GB1675
 GB1675  HISTORY     - Date     Condition        Report By
 GB1675  HISTORY     - 1934     MONUMENTED       CGS
 GB1675
 GB1675                          STATION DESCRIPTION
 GB1675
 GB1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1675'7.5 MI S FROM CLARKRANGE.
 GB1675'IN CUMBERLAND COUNTY, 7.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM
 GB1675'CLARKRANGE, FENTRESS COUNTY, 60 FEET WEST OF A BRIDGE, 30 FEET
 GB1675'SOUTHWEST OF A HORSESHOE BEND, 12 FEET FROM A CREEK.  A STANDARD
 GB1675'DISK, STAMPED Z 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1744 ***********************************************************************
 FB1744  DESIGNATION -  Z 46
 FB1744  PID         -  FB1744
 FB1744  STATE/COUNTY-  TN/SEVIER
 FB1744  USGS QUAD   -  PIGEON FORGE (1970)
 FB1744
 FB1744                         *CURRENT SURVEY CONTROL
 FB1744  ___________________________________________________________________
 FB1744* NAD 83(1986)-  35 51 49.     (N)    083 31 40.     (W)     SCALED    
 FB1744* NAVD 88     -       279.492  (meters)     916.97   (feet)  ADJUSTED  
 FB1744  ___________________________________________________________________
 FB1744  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FB1744  DYNAMIC HT  -         279.229 (meters)     916.10  (feet)  COMP
 FB1744  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FB1744
 FB1744  VERT ORDER  -  SECOND    CLASS 0
 FB1744
 FB1744.The horizontal coordinates were scaled from a topographic map and have
 FB1744.an estimated accuracy of +/- 6 seconds.
 FB1744
 FB1744.The orthometric height was determined by differential leveling
 FB1744.and adjusted by the National Geodetic Survey in June 1991..
 FB1744
 FB1744.The geoid height was determined by GEOID03.
 FB1744
 FB1744.The dynamic height is computed by dividing the NAVD 88
 FB1744.geopotential number by the normal gravity value computed on the
 FB1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1744.degrees latitude (g = 980.6199 gals.).
 FB1744
 FB1744.The modeled gravity was interpolated from observed gravity values.
 FB1744
 FB1744;                    North         East    Units  Estimated Accuracy
 FB1744;SPC TN       -   172,600.      823,250.      MT  (+/- 180 meters Scaled)
 FB1744
 FB1744                          SUPERSEDED SURVEY CONTROL
 FB1744
 FB1744  NGVD 29 (??/??/92)  279.632  (m)          917.43   (f) ADJ UNCH    2 0
 FB1744
 FB1744.Superseded values are not recommended for survey control.
 FB1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1744.See file dsdata.txt to determine how the superseded data were derived.
 FB1744
 FB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV717717(NAD 83)
 FB1744_MARKER: DB = BENCH MARK DISK
 FB1744_SETTING: 66 = SET IN ROCK OUTCROP
 FB1744_SP_SET: ROCK OUTCROP
 FB1744_STAMPING: Z 46 1934
 FB1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1744+STABILITY: POSITION/ELEVATION WELL
 FB1744
 FB1744  HISTORY     - Date     Condition        Report By
 FB1744  HISTORY     - 1934     MONUMENTED       CGS
 FB1744  HISTORY     - 1956     GOOD             NGS
 FB1744  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB1744
 FB1744                          STATION DESCRIPTION
 FB1744
 FB1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FB1744'3.1 MI E FROM SEVIERVILLE.
 FB1744'3.1 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1744'COUNTY, AT THE WALK LEADING TO R.B. BURCHFIELDS HOUSE, 65 FEET
 FB1744'EAST OF THE GATE, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FB1744'IN THE TOP OF THE SOUTHWEST CORNER OF A LARGE GRANITE ROCK
 FB1744'OUTCROP, 27 FEET EAST OF A POLE, AND 3 FEET FROM A FENCE.  A
 FB1744'STANDARD DISK, STAMPED Z 46 1934.
 FB1744
 FB1744                          STATION RECOVERY (1972)
 FB1744
 FB1744'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1793 ***********************************************************************
 FB1793  DESIGNATION -  Z 47
 FB1793  PID         -  FB1793
 FB1793  STATE/COUNTY-  TN/SEVIER
 FB1793  USGS QUAD   -  GATLINBURG (1979)
 FB1793
 FB1793                         *CURRENT SURVEY CONTROL
 FB1793  ___________________________________________________________________
 FB1793* NAD 83(1986)-  35 44 57.     (N)    083 31 21.     (W)     SCALED    
 FB1793* NAVD 88     -       341.398  (meters)    1120.07   (feet)  ADJUSTED  
 FB1793  ___________________________________________________________________
 FB1793  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB1793  DYNAMIC HT  -         341.068 (meters)    1118.99  (feet)  COMP
 FB1793  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FB1793
 FB1793  VERT ORDER  -  SECOND    CLASS 0
 FB1793
 FB1793.The horizontal coordinates were scaled from a topographic map and have
 FB1793.an estimated accuracy of +/- 6 seconds.
 FB1793
 FB1793.The orthometric height was determined by differential leveling
 FB1793.and adjusted by the National Geodetic Survey in June 1991..
 FB1793
 FB1793.The geoid height was determined by GEOID03.
 FB1793
 FB1793.The dynamic height is computed by dividing the NAVD 88
 FB1793.geopotential number by the normal gravity value computed on the
 FB1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1793.degrees latitude (g = 980.6199 gals.).
 FB1793
 FB1793.The modeled gravity was interpolated from observed gravity values.
 FB1793
 FB1793;                    North         East    Units  Estimated Accuracy
 FB1793;SPC TN       -   159,920.      824,050.      MT  (+/- 180 meters Scaled)
 FB1793
 FB1793                          SUPERSEDED SURVEY CONTROL
 FB1793
 FB1793  NGVD 29 (??/??/92)  341.509  (m)         1120.43   (f) ADJ UNCH    2 0
 FB1793
 FB1793.Superseded values are not recommended for survey control.
 FB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1793.See file dsdata.txt to determine how the superseded data were derived.
 FB1793
 FB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV719590(NAD 83)
 FB1793_MARKER: DB = BENCH MARK DISK
 FB1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1793_SP_SET: CULVERT
 FB1793_STAMPING: Z 47 1934
 FB1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1793
 FB1793  HISTORY     - Date     Condition        Report By
 FB1793  HISTORY     - 1934     MONUMENTED       CGS
 FB1793  HISTORY     - 1934     GOOD             NGS
 FB1793
 FB1793                          STATION DESCRIPTION
 FB1793
 FB1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1793'3.3 MI NW FROM GATLINBURG.
 FB1793'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM GATLINBURG, 70
 FB1793'FEET EAST OF A LOG HOUSE USED AS A CAFE, 20 FEET NORTH OF A
 FB1793'SWINGING BRIDGE OVER A DAM ACROSS LITTLE PIGEON RIVER, AT A
 FB1793'CONCRETE BOX CULVERT, IN THE TOP OF THE EAST CONCRETE HEADWALL,
 FB1793'AND 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FB1793'DISK, STAMPED Z 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1625 ***********************************************************************
 FC1625  DESIGNATION -  Z 476
 FC1625  PID         -  FC1625
 FC1625  STATE/COUNTY-  TN/MARION
 FC1625  USGS QUAD   -  SEQUATCHIE (1982)
 FC1625
 FC1625                         *CURRENT SURVEY CONTROL
 FC1625  ___________________________________________________________________
 FC1625* NAD 83(1986)-  35 00 56.     (N)    085 32 43.     (W)     SCALED    
 FC1625* NAVD 88     -       195.893  (meters)     642.69   (feet)  ADJUSTED  
 FC1625  ___________________________________________________________________
 FC1625  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1625  DYNAMIC HT  -         195.702 (meters)     642.07  (feet)  COMP
 FC1625  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 FC1625
 FC1625  VERT ORDER  -  FIRST     CLASS II
 FC1625
 FC1625.The horizontal coordinates were scaled from a topographic map and have
 FC1625.an estimated accuracy of +/- 6 seconds.
 FC1625
 FC1625.The orthometric height was determined by differential leveling
 FC1625.and adjusted by the National Geodetic Survey in June 1991..
 FC1625
 FC1625.The geoid height was determined by GEOID03.
 FC1625
 FC1625.The dynamic height is computed by dividing the NAVD 88
 FC1625.geopotential number by the normal gravity value computed on the
 FC1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1625.degrees latitude (g = 980.6199 gals.).
 FC1625
 FC1625.The modeled gravity was interpolated from observed gravity values.
 FC1625
 FC1625;                    North         East    Units  Estimated Accuracy
 FC1625;SPC TN       -    75,790.      641,510.      MT  (+/- 180 meters Scaled)
 FC1625
 FC1625                          SUPERSEDED SURVEY CONTROL
 FC1625
 FC1625.No superseded survey control is available for this station.
 FC1625
 FC1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD327757(NAD 83)
 FC1625_MARKER: I = METAL ROD
 FC1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1625_SP_SET: STAINLESS STEEL ROD
 FC1625_STAMPING: Z 476 1983
 FC1625_MARK LOGO: NGS   
 FC1625_PROJECTION: FLUSH
 FC1625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1625+STABILITY: POSITION/ELEVATION WELL
 FC1625_ROD/PIPE-DEPTH: 1.8  meters
 FC1625
 FC1625  HISTORY     - Date     Condition        Report By
 FC1625  HISTORY     - 1983     MONUMENTED       NGS
 FC1625
 FC1625                          STATION DESCRIPTION
 FC1625
 FC1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1625'IN LADDS.
 FC1625'IN LADDS, AT THE NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE
 FC1625'TENNESSEE VALLEY AUTHORITY ELECTRIC SUBSTATION THAT IS LOCATED IN THE
 FC1625'NORTHWEST PART OF TOWN, ABOUT 0.2 KM (0.1 MI) NORTHWEST OF STATE
 FC1625'HIGHWAY 156, 9.45 METERS (31.0 FT) WEST-SOUTHWEST OF THE SOUTHEAST END
 FC1625'OF A METAL GUARD RAIL, 7.01 METERS (23.0 FT) NORTH-NORTHWEST OF THE
 FC1625'CENTER OF TWO GATES ON THE WEST SIDE OF THE FENCE, 31.70 METERS
 FC1625'(104.0 FT) NORTH OF A POWER POLE WITH FOUR ANCHOR CABLES AND AT A
 FC1625'POINT WHERE THE POWER LINES MAKES A SHARP ANGLE, AND 1.68 METERS
 FC1625'(5.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE.  NOTE, THIS
 FC1625'HOLE WAS DRILLED INTO ROCK ABOUT 1.8 METERS (6.0 FT) AND THE ROD WAS
 FC1625'CEMENTED TO THE ROCK.
 FC1625'THE MARK IS 2.1 METERS  NW FROM A WITNESS POST.
 FC1625'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0984 ***********************************************************************
 GB0984  DESIGNATION -  Z 48
 GB0984  PID         -  GB0984
 GB0984  STATE/COUNTY-  TN/MORGAN
 GB0984  USGS QUAD   -  RUGBY (1984)
 GB0984
 GB0984                         *CURRENT SURVEY CONTROL
 GB0984  ___________________________________________________________________
 GB0984* NAD 83(1986)-  36 18 25.     (N)    084 43 46.     (W)     SCALED    
 GB0984* NAVD 88     -       471.000  (meters)    1545.27   (feet)  ADJUSTED  
 GB0984  ___________________________________________________________________
 GB0984  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB0984  DYNAMIC HT  -         470.591 (meters)    1543.93  (feet)  COMP
 GB0984  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 GB0984
 GB0984  VERT ORDER  -  SECOND    CLASS 0
 GB0984
 GB0984.The horizontal coordinates were scaled from a topographic map and have
 GB0984.an estimated accuracy of +/- 6 seconds.
 GB0984
 GB0984.The orthometric height was determined by differential leveling
 GB0984.and adjusted by the National Geodetic Survey in June 1991..
 GB0984
 GB0984.The geoid height was determined by GEOID03.
 GB0984
 GB0984.The dynamic height is computed by dividing the NAVD 88
 GB0984.geopotential number by the normal gravity value computed on the
 GB0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0984.degrees latitude (g = 980.6199 gals.).
 GB0984
 GB0984.The modeled gravity was interpolated from observed gravity values.
 GB0984
 GB0984;                    North         East    Units  Estimated Accuracy
 GB0984;SPC TN       -   219,710.      714,110.      MT  (+/- 180 meters Scaled)
 GB0984
 GB0984                          SUPERSEDED SURVEY CONTROL
 GB0984
 GB0984  NGVD 29 (??/??/92)  471.112  (m)         1545.64   (f) ADJ UNCH    2 0
 GB0984
 GB0984.Superseded values are not recommended for survey control.
 GB0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0984.See file dsdata.txt to determine how the superseded data were derived.
 GB0984
 GB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF038203(NAD 83)
 GB0984_MARKER: DB = BENCH MARK DISK
 GB0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0984_STAMPING: Z 48 1934
 GB0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0984+STABILITY: SURFACE MOTION
 GB0984
 GB0984  HISTORY     - Date     Condition        Report By
 GB0984  HISTORY     - 1934     MONUMENTED       CGS
 GB0984
 GB0984                          STATION DESCRIPTION
 GB0984
 GB0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0984'7.4 MI NW FROM SUNBRIGHT.
 GB0984'7.4 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0984'SUNBRIGHT, MORGAN COUNTY, IN FRONT OF THE HOME OF W.H. TALLAMAN,
 GB0984'1 FOOT NORTH OF THE FENCE, 20 FEET SOUTH OF THE CENTERLINE
 GB0984'OF THE HIGHWAY, AND 12 FEET SOUTHEAST OF A 30-INCH OAK TREE.
 GB0984'A STANDARD DISK, STAMPED Z 48 1934 AND SET IN THE TOP OF A
 GB0984'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0598 ***********************************************************************
 GB0598  DESIGNATION -  Z 50
 GB0598  PID         -  GB0598
 GB0598  STATE/COUNTY-  TN/CAMPBELL
 GB0598  USGS QUAD   -  LA FOLLETTE (1990)
 GB0598
 GB0598                         *CURRENT SURVEY CONTROL
 GB0598  ___________________________________________________________________
 GB0598* NAD 83(1986)-  36 24 12.     (N)    084 07 17.     (W)     SCALED    
 GB0598* NAVD 88     -       362.351  (meters)    1188.81   (feet)  ADJUSTED  
 GB0598  ___________________________________________________________________
 GB0598  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB0598  DYNAMIC HT  -         362.028 (meters)    1187.75  (feet)  COMP
 GB0598  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB0598
 GB0598  VERT ORDER  -  SECOND    CLASS 0
 GB0598
 GB0598.The horizontal coordinates were scaled from a topographic map and have
 GB0598.an estimated accuracy of +/- 6 seconds.
 GB0598
 GB0598.The orthometric height was determined by differential leveling
 GB0598.and adjusted by the National Geodetic Survey in June 1991..
 GB0598
 GB0598.The geoid height was determined by GEOID03.
 GB0598
 GB0598.The dynamic height is computed by dividing the NAVD 88
 GB0598.geopotential number by the normal gravity value computed on the
 GB0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0598.degrees latitude (g = 980.6199 gals.).
 GB0598
 GB0598.The modeled gravity was interpolated from observed gravity values.
 GB0598
 GB0598;                    North         East    Units  Estimated Accuracy
 GB0598;SPC TN       -   231,290.      768,510.      MT  (+/- 180 meters Scaled)
 GB0598
 GB0598                          SUPERSEDED SURVEY CONTROL
 GB0598
 GB0598  NGVD 29 (??/??/92)  362.471  (m)         1189.21   (f) ADJ UNCH    2 0
 GB0598
 GB0598.Superseded values are not recommended for survey control.
 GB0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0598.See file dsdata.txt to determine how the superseded data were derived.
 GB0598
 GB0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581325(NAD 83)
 GB0598_MARKER: DB = BENCH MARK DISK
 GB0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0598_STAMPING: Z 50 1934
 GB0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0598+STABILITY: SURFACE MOTION
 GB0598
 GB0598  HISTORY     - Date     Condition        Report By
 GB0598  HISTORY     - 1934     MONUMENTED       CGS
 GB0598  HISTORY     - 1949     GOOD             NGS
 GB0598
 GB0598                          STATION DESCRIPTION
 GB0598
 GB0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0598'1 3/4 MI N FROM LA FOLLETTE.
 GB0598'1-3/4 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0598'FROM THE STATION AT LA FOLLETTE, CAMPBELL COUNTY, 1/4 MILE
 GB0598'SOUTH OF MILEPOST L 222, AT AN OLD COAL MINE, 34.9 FEET EAST
 GB0598'OF EAST CORNER OF CONCRETE RETAINING WALL TO MINE, 9 FEET EAST
 GB0598'OF THE TRACK, AND 1 FOOT INSIDE OF THE RIGHT-OF-WAY FENCE.  A
 GB0598'STANDARD DISK, STAMPED Z 50 1934 AND SET IN THE TOP OF A CONCRETE
 GB0598'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2369 ***********************************************************************
 GA2369  DESIGNATION -  Z 51
 GA2369  PID         -  GA2369
 GA2369  STATE/COUNTY-  TN/KNOX
 GA2369  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2369
 GA2369                         *CURRENT SURVEY CONTROL
 GA2369  ___________________________________________________________________
 GA2369* NAD 83(1986)-  36 01 58.     (N)    083 59 53.     (W)     SCALED    
 GA2369* NAVD 88     -       307.692  (meters)    1009.49   (feet)  ADJUSTED  
 GA2369  ___________________________________________________________________
 GA2369  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2369  DYNAMIC HT  -         307.404 (meters)    1008.54  (feet)  COMP
 GA2369  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 GA2369
 GA2369  VERT ORDER  -  FIRST     CLASS I
 GA2369
 GA2369.The horizontal coordinates were scaled from a topographic map and have
 GA2369.an estimated accuracy of +/- 6 seconds.
 GA2369
 GA2369.The orthometric height was determined by differential leveling
 GA2369.and adjusted by the National Geodetic Survey in June 1991..
 GA2369
 GA2369.The geoid height was determined by GEOID03.
 GA2369
 GA2369.The dynamic height is computed by dividing the NAVD 88
 GA2369.geopotential number by the normal gravity value computed on the
 GA2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2369.degrees latitude (g = 980.6199 gals.).
 GA2369
 GA2369.The modeled gravity was interpolated from observed gravity values.
 GA2369
 GA2369;                    North         East    Units  Estimated Accuracy
 GA2369;SPC TN       -   190,400.      780,410.      MT  (+/- 180 meters Scaled)
 GA2369
 GA2369                          SUPERSEDED SURVEY CONTROL
 GA2369
 GA2369  NGVD 29 (??/??/92)  307.803  (m)         1009.85   (f) ADJ UNCH    1 1
 GA2369
 GA2369.Superseded values are not recommended for survey control.
 GA2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2369.See file dsdata.txt to determine how the superseded data were derived.
 GA2369
 GA2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV298917(NAD 83)
 GA2369_MARKER: DB = BENCH MARK DISK
 GA2369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2369_SP_SET: OVERPASS
 GA2369_STAMPING: Z 51 1934
 GA2369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2369
 GA2369  HISTORY     - Date     Condition        Report By
 GA2369  HISTORY     - 1934     MONUMENTED       CGS
 GA2369  HISTORY     - 1967     GOOD             NGS
 GA2369
 GA2369                          STATION DESCRIPTION
 GA2369
 GA2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2369'1.8 MI E FROM POWELL.
 GA2369'ABOUT 1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2369'AT POWELL, ABOUT 0.4 MILE NORTHWEST OF MILEPOST 6, SET IN THE
 GA2369'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF RAILWAY
 GA2369'OVERPASS OVER CENTRAL AVENUE PIKE, 3.9 FEET SOUTHWEST OF THE
 GA2369'SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0370 ***********************************************************************
 GA0370  DESIGNATION -  Z 52
 GA0370  PID         -  GA0370
 GA0370  STATE/COUNTY-  TN/UNICOI
 GA0370  USGS QUAD   -  CHESTOA (1978)
 GA0370
 GA0370                         *CURRENT SURVEY CONTROL
 GA0370  ___________________________________________________________________
 GA0370* NAD 83(1986)-  36 07 28.     (N)    082 26 25.     (W)     SCALED    
 GA0370* NAVD 88     -       511.045  (meters)    1676.65   (feet)  ADJUSTED  
 GA0370  ___________________________________________________________________
 GA0370  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA0370  DYNAMIC HT  -         510.543 (meters)    1675.01  (feet)  COMP
 GA0370  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 GA0370
 GA0370  VERT ORDER  -  SECOND    CLASS 0
 GA0370
 GA0370.The horizontal coordinates were scaled from a topographic map and have
 GA0370.an estimated accuracy of +/- 6 seconds.
 GA0370
 GA0370.The orthometric height was determined by differential leveling
 GA0370.and adjusted by the National Geodetic Survey in June 1991..
 GA0370
 GA0370.The geoid height was determined by GEOID03.
 GA0370
 GA0370.The dynamic height is computed by dividing the NAVD 88
 GA0370.geopotential number by the normal gravity value computed on the
 GA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0370.degrees latitude (g = 980.6199 gals.).
 GA0370
 GA0370.The modeled gravity was interpolated from observed gravity values.
 GA0370
 GA0370;                    North         East    Units  Estimated Accuracy
 GA0370;SPC TN       -   204,550.      920,370.      MT  (+/- 180 meters Scaled)
 GA0370
 GA0370                          SUPERSEDED SURVEY CONTROL
 GA0370
 GA0370  NGVD 29 (??/??/92)  511.170  (m)         1677.06   (f) ADJ UNCH    2 0
 GA0370
 GA0370.Superseded values are not recommended for survey control.
 GA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0370.See file dsdata.txt to determine how the superseded data were derived.
 GA0370
 GA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV703987(NAD 83)
 GA0370_MARKER: DB = BENCH MARK DISK
 GA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0370_STAMPING: Z 52 1934
 GA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0370+STABILITY: SURFACE MOTION
 GA0370
 GA0370  HISTORY     - Date     Condition        Report By
 GA0370  HISTORY     - 1934     MONUMENTED       CGS
 GA0370  HISTORY     - 1936     GOOD             NGS
 GA0370
 GA0370                          STATION DESCRIPTION
 GA0370
 GA0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0370'1.9 MI SW FROM EWRIN.
 GA0370'1.9 MILES SOUTHWEST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GA0370'STATION AT ERWIN, UNICOI COUNTY, 9-1/2 RAILS WEST OF MILEPOST
 GA0370'138, 66 FEET EAST OF A GRADE CROSSING, AND 15 FEET NORTH OF THE
 GA0370'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 52 1934
 GA0370'AND SET IN THE TOP OF A CONCRETE POST.
 GA0370
 GA0370                          STATION RECOVERY (1936)
 GA0370
 GA0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 GA0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0171 ***********************************************************************
 FC0171  DESIGNATION -  Z 53
 FC0171  PID         -  FC0171
 FC0171  STATE/COUNTY-  TN/MONROE
 FC0171  USGS QUAD   -  SWEETWATER (1989)
 FC0171
 FC0171                         *CURRENT SURVEY CONTROL
 FC0171  ___________________________________________________________________
 FC0171* NAD 83(1986)-  35 30 32.     (N)    084 23 09.     (W)     SCALED    
 FC0171* NAVD 88     -       303.003  (meters)     994.10   (feet)  ADJUSTED  
 FC0171  ___________________________________________________________________
 FC0171  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0171  DYNAMIC HT  -         302.711 (meters)     993.14  (feet)  COMP
 FC0171  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 FC0171
 FC0171  VERT ORDER  -  SECOND    CLASS 0
 FC0171
 FC0171.The horizontal coordinates were scaled from a topographic map and have
 FC0171.an estimated accuracy of +/- 6 seconds.
 FC0171
 FC0171.The orthometric height was determined by differential leveling
 FC0171.and adjusted by the National Geodetic Survey in June 1991..
 FC0171
 FC0171.The geoid height was determined by GEOID03.
 FC0171
 FC0171.The dynamic height is computed by dividing the NAVD 88
 FC0171.geopotential number by the normal gravity value computed on the
 FC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0171.degrees latitude (g = 980.6199 gals.).
 FC0171
 FC0171.The modeled gravity was interpolated from observed gravity values.
 FC0171
 FC0171;                    North         East    Units  Estimated Accuracy
 FC0171;SPC TN       -   131,640.      746,420.      MT  (+/- 180 meters Scaled)
 FC0171
 FC0171                          SUPERSEDED SURVEY CONTROL
 FC0171
 FC0171  NGVD 29 (??/??/92)  303.084  (m)          994.37   (f) ADJ UNCH    2 0
 FC0171
 FC0171.Superseded values are not recommended for survey control.
 FC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0171.See file dsdata.txt to determine how the superseded data were derived.
 FC0171
 FC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE370326(NAD 83)
 FC0171_MARKER: DB = BENCH MARK DISK
 FC0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0171_STAMPING: Z 53 1934
 FC0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0171+STABILITY: SURFACE MOTION
 FC0171
 FC0171  HISTORY     - Date     Condition        Report By
 FC0171  HISTORY     - 1934     MONUMENTED       CGS
 FC0171  HISTORY     - 1934     MARK NOT FOUND   NGS
 FC0171
 FC0171                          STATION DESCRIPTION
 FC0171
 FC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0171'1.5 MI SW FROM MADISONVILLE.
 FC0171'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0171'FROM MADISONVILLE, MONROE COUNTY, 0.6 MILE NORTHEAST OF MILEPOST
 FC0171'319, 130 FEET SOUTHWEST OF A PRIVATE-ROAD CROSSING, 90 FEET
 FC0171'SOUTHWEST OF A WHISTLE POST, OPPOSITE A FARMHOUSE, 48 FEET
 FC0171'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHEAST
 FC0171'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 53 1934
 FC0171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 FC0171'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1891 ***********************************************************************
 GA1891  DESIGNATION -  Z 54
 GA1891  PID         -  GA1891
 GA1891  STATE/COUNTY-  TN/HAWKINS
 GA1891  USGS QUAD   -  CAMELOT (1976)
 GA1891
 GA1891                         *CURRENT SURVEY CONTROL
 GA1891  ___________________________________________________________________
 GA1891* NAD 83(1986)-  36 24 24.     (N)    083 00 30.     (W)     SCALED    
 GA1891* NAVD 88     -       394.318  (meters)    1293.69   (feet)  ADJUSTED  
 GA1891  ___________________________________________________________________
 GA1891  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1891  DYNAMIC HT  -         393.959 (meters)    1292.51  (feet)  COMP
 GA1891  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1891
 GA1891  VERT ORDER  -  SECOND    CLASS 0
 GA1891
 GA1891.The horizontal coordinates were scaled from a topographic map and have
 GA1891.an estimated accuracy of +/- 6 seconds.
 GA1891
 GA1891.The orthometric height was determined by differential leveling
 GA1891.and adjusted by the National Geodetic Survey in June 1991..
 GA1891.WARNING-Repeat measurements at this control monument indicate possible
 GA1891.vertical movement.
 GA1891
 GA1891.The geoid height was determined by GEOID03.
 GA1891
 GA1891.The dynamic height is computed by dividing the NAVD 88
 GA1891.geopotential number by the normal gravity value computed on the
 GA1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1891.degrees latitude (g = 980.6199 gals.).
 GA1891
 GA1891.The modeled gravity was interpolated from observed gravity values.
 GA1891
 GA1891;                    North         East    Units  Estimated Accuracy
 GA1891;SPC TN       -   234,140.      868,310.      MT  (+/- 180 meters Scaled)
 GA1891
 GA1891                          SUPERSEDED SURVEY CONTROL
 GA1891
 GA1891  NGVD 29 (??/??/92)  394.470  (m)         1294.19   (f) ADJ UNCH    2 0
 GA1891
 GA1891.Superseded values are not recommended for survey control.
 GA1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1891.See file dsdata.txt to determine how the superseded data were derived.
 GA1891
 GA1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA199309(NAD 83)
 GA1891_MARKER: DB = BENCH MARK DISK
 GA1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1891_STAMPING: Z 54 1934
 GA1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1891+STABILITY: SURFACE MOTION
 GA1891
 GA1891  HISTORY     - Date     Condition        Report By
 GA1891  HISTORY     - 1934     MONUMENTED       CGS
 GA1891  HISTORY     - 1949     GOOD             NGS
 GA1891  HISTORY     - 20040208 GOOD             GEOCAC
 GA1891
 GA1891                          STATION DESCRIPTION
 GA1891
 GA1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1891'AT ROGERSVILLE.
 GA1891'AT ROGERSVILLE, AT THE POST OFFICE, 18 FEET EAST OF THE CENTER
 GA1891'OF THE SOUTH (MAIN) ENTRANCE, IN THE SOUTHWEST CORNER OF THE
 GA1891'EAST YARD, AND 2 FEET NORTH OF THE SIDEWALK.  A STANDARD DISK,
 GA1891'STAMPED Z 54 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GA1891'WITH THE GROUND.
 GA1891
 GA1891                          STATION RECOVERY (2004)
 GA1891
 GA1891'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1883 ***********************************************************************
 GA1883  DESIGNATION -  Z 55
 GA1883  PID         -  GA1883
 GA1883  STATE/COUNTY-  TN/GREENE
 GA1883  USGS QUAD   -  MOHAWK (1980)
 GA1883
 GA1883                         *CURRENT SURVEY CONTROL
 GA1883  ___________________________________________________________________
 GA1883* NAD 83(1986)-  36 12 01.     (N)    083 03 06.     (W)     SCALED    
 GA1883* NAVD 88     -       330.930  (meters)    1085.73   (feet)  ADJUSTED  
 GA1883  ___________________________________________________________________
 GA1883  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1883  DYNAMIC HT  -         330.623 (meters)    1084.72  (feet)  COMP
 GA1883  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 GA1883
 GA1883  VERT ORDER  -  SECOND    CLASS 0
 GA1883
 GA1883.The horizontal coordinates were scaled from a topographic map and have
 GA1883.an estimated accuracy of +/- 6 seconds.
 GA1883
 GA1883.The orthometric height was determined by differential leveling
 GA1883.and adjusted by the National Geodetic Survey in June 1991..
 GA1883
 GA1883.The geoid height was determined by GEOID03.
 GA1883
 GA1883.The dynamic height is computed by dividing the NAVD 88
 GA1883.geopotential number by the normal gravity value computed on the
 GA1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1883.degrees latitude (g = 980.6199 gals.).
 GA1883
 GA1883.The modeled gravity was interpolated from observed gravity values.
 GA1883
 GA1883;                    North         East    Units  Estimated Accuracy
 GA1883;SPC TN       -   211,130.      865,110.      MT  (+/- 180 meters Scaled)
 GA1883
 GA1883                          SUPERSEDED SURVEY CONTROL
 GA1883
 GA1883  NGVD 29 (??/??/92)  331.096  (m)         1086.27   (f) ADJ UNCH    2 0
 GA1883
 GA1883.Superseded values are not recommended for survey control.
 GA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1883.See file dsdata.txt to determine how the superseded data were derived.
 GA1883
 GA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA155081(NAD 83)
 GA1883_MARKER: DB = BENCH MARK DISK
 GA1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1883_STAMPING: Z 55 1934
 GA1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1883+STABILITY: SURFACE MOTION
 GA1883
 GA1883  HISTORY     - Date     Condition        Report By
 GA1883  HISTORY     - 1934     MONUMENTED       CGS
 GA1883  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1883
 GA1883                          STATION DESCRIPTION
 GA1883
 GA1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1883'4.5 MI SE FROM BULLS GAP.
 GA1883'IN GREENE COUNTY, ABOUT 4.5 MILES SOUTHEAST ALONG THE SOUTHERN
 GA1883'RAILWAY FROM THE STATION AT BULLS GAP, OPPOSITE THE STATION AT
 GA1883'MOHAWK, AT MILEAGE 71.4, 21 FEET SOUTH OF THE CENTERLINE OF THE
 GA1883'MAIN TRACK, AND 10 FEET NORTH OF A FENCE.  A STANDARD DISK,
 GA1883'STAMPED Z 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA1883
 GA1883                          STATION RECOVERY (1950)
 GA1883
 GA1883'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1398 ***********************************************************************
 GA1398  DESIGNATION -  Z 57
 GA1398  PID         -  GA1398
 GA1398  STATE/COUNTY-  TN/SULLIVAN
 GA1398  USGS QUAD   -  KINGSPORT (1991)
 GA1398
 GA1398                         *CURRENT SURVEY CONTROL
 GA1398  ___________________________________________________________________
 GA1398* NAD 83(1986)-  36 32 44.     (N)    082 32 47.     (W)     SCALED    
 GA1398* NAVD 88     -       388.152  (meters)    1273.46   (feet)  ADJUSTED  
 GA1398  ___________________________________________________________________
 GA1398  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1398  DYNAMIC HT  -         387.803 (meters)    1272.32  (feet)  COMP
 GA1398  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GA1398
 GA1398  VERT ORDER  -  SECOND    CLASS 0
 GA1398
 GA1398.The horizontal coordinates were scaled from a topographic map and have
 GA1398.an estimated accuracy of +/- 6 seconds.
 GA1398
 GA1398.The orthometric height was determined by differential leveling
 GA1398.and adjusted by the National Geodetic Survey in June 1991..
 GA1398
 GA1398.The geoid height was determined by GEOID03.
 GA1398
 GA1398.The dynamic height is computed by dividing the NAVD 88
 GA1398.geopotential number by the normal gravity value computed on the
 GA1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1398.degrees latitude (g = 980.6199 gals.).
 GA1398
 GA1398.The modeled gravity was interpolated from observed gravity values.
 GA1398
 GA1398;                    North         East    Units  Estimated Accuracy
 GA1398;SPC TN       -   250,910.      909,180.      MT  (+/- 180 meters Scaled)
 GA1398
 GA1398                          SUPERSEDED SURVEY CONTROL
 GA1398
 GA1398.No superseded survey control is available for this station.
 GA1398
 GA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA615455(NAD 83)
 GA1398_MARKER: DB = BENCH MARK DISK
 GA1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1398_STAMPING: Z 57 1934
 GA1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1398+STABILITY: SURFACE MOTION
 GA1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1398+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 GA1398
 GA1398  HISTORY     - Date     Condition        Report By
 GA1398  HISTORY     - 1934     MONUMENTED       CGS
 GA1398  HISTORY     - 20020202 GOOD             USPSQD
 GA1398
 GA1398                          STATION DESCRIPTION
 GA1398
 GA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1398'IN KINGSPORT.
 GA1398'AT KINGSPORT, SULLIVAN COUNTY, AT THE END OF LINEVILLE STREET,
 GA1398'AT THE DOBYNS BENNETT HIGH SCHOOL, IN LINE WITH THE FRONT ENTRANCE,
 GA1398'15 FEET SOUTH OF A FLAGPOLE, AND 1 FOOT NORTH OF THE NORTH EDGE
 GA1398'OF THE SIDEWALK.  A STANDARD DISK STAMPED Z 57 1934 AND SET IN
 GA1398'THE TOP OF A CONCRETE POST.
 GA1398
 GA1398                          STATION RECOVERY (2002)
 GA1398
 GA1398'RECOVERY NOTE BY US POWER SQUADRON 2002 (ACM)
 GA1398'DOBYNS BENNETT HIGH SCHOOL SHOULD READ SEVIER MIDDLE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1068 ***********************************************************************
 FZ1068  DESIGNATION -  Z 58
 FZ1068  PID         -  FZ1068
 FZ1068  STATE/COUNTY-  TN/JOHNSON
 FZ1068  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1068
 FZ1068                         *CURRENT SURVEY CONTROL
 FZ1068  ___________________________________________________________________
 FZ1068* NAD 83(1986)-  36 36 41.     (N)    081 45 13.     (W)     SCALED    
 FZ1068* NAVD 88     -       646.306  (meters)    2120.42   (feet)  ADJUSTED  
 FZ1068  ___________________________________________________________________
 FZ1068  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ1068  DYNAMIC HT  -         645.688 (meters)    2118.39  (feet)  COMP
 FZ1068  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 FZ1068
 FZ1068  VERT ORDER  -  SECOND    CLASS 0
 FZ1068
 FZ1068.The horizontal coordinates were scaled from a topographic map and have
 FZ1068.an estimated accuracy of +/- 6 seconds.
 FZ1068
 FZ1068.The orthometric height was determined by differential leveling
 FZ1068.and adjusted by the National Geodetic Survey in June 1991..
 FZ1068
 FZ1068.The geoid height was determined by GEOID03.
 FZ1068
 FZ1068.The dynamic height is computed by dividing the NAVD 88
 FZ1068.geopotential number by the normal gravity value computed on the
 FZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1068.degrees latitude (g = 980.6199 gals.).
 FZ1068
 FZ1068.The modeled gravity was interpolated from observed gravity values.
 FZ1068
 FZ1068;                    North         East    Units  Estimated Accuracy
 FZ1068;SPC TN       -   261,000.      979,790.      MT  (+/- 180 meters Scaled)
 FZ1068
 FZ1068                          SUPERSEDED SURVEY CONTROL
 FZ1068
 FZ1068  NGVD 29 (??/??/92)  646.374  (m)         2120.65   (f) ADJ UNCH    2 0
 FZ1068
 FZ1068.Superseded values are not recommended for survey control.
 FZ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1068.See file dsdata.txt to determine how the superseded data were derived.
 FZ1068
 FZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA326520(NAD 83)
 FZ1068_MARKER: DB = BENCH MARK DISK
 FZ1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1068_STAMPING: 2120.826 Z 58 1934
 FZ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1068+STABILITY: SURFACE MOTION
 FZ1068
 FZ1068  HISTORY     - Date     Condition        Report By
 FZ1068  HISTORY     - 1934     MONUMENTED       CGS
 FZ1068  HISTORY     - 1974     MARK NOT FOUND   TVA
 FZ1068
 FZ1068                          STATION DESCRIPTION
 FZ1068
 FZ1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1068'2.9 MI S FROM DAMASCUS.
 FZ1068'IN JOHNSON COUNTY, TENNESSEE, 2.9 MILES SOUTH ALONG STATE HIGHWAY
 FZ1068'91 FROM DAMASCUS, WASHINGTON COUNTY, VIRGINIA, 200 YARDS SOUTHEAST
 FZ1068'OF THE TENNESSEE-VIRGINIA STATE LINE, IN THE UNAKA NATIONAL
 FZ1068'FOREST, 30 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FZ1068'IN THE CENTER OF A SMALL CLEARING.  A STANDARD DISK, STAMPED
 FZ1068'2120.826 Z 58 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FZ1068'2 INCHES ABOVE GROUND.
 FZ1068
 FZ1068                          STATION RECOVERY (1974)
 FZ1068
 FZ1068'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FZ1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0831 ***********************************************************************
 GD0831  DESIGNATION -  Z 59
 GD0831  PID         -  GD0831
 GD0831  STATE/COUNTY-  TN/GIBSON
 GD0831  USGS QUAD   -  TATUMVILLE (1981)
 GD0831
 GD0831                         *CURRENT SURVEY CONTROL
 GD0831  ___________________________________________________________________
 GD0831* NAD 83(1986)-  36 00 36.     (N)    089 09 14.     (W)     SCALED    
 GD0831* NAVD 88     -        96.738  (meters)     317.38   (feet)  ADJUSTED  
 GD0831  ___________________________________________________________________
 GD0831  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0831  DYNAMIC HT  -          96.656 (meters)     317.11  (feet)  COMP
 GD0831  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GD0831
 GD0831  VERT ORDER  -  SECOND    CLASS 0
 GD0831
 GD0831.The horizontal coordinates were scaled from a topographic map and have
 GD0831.an estimated accuracy of +/- 6 seconds.
 GD0831
 GD0831.The orthometric height was determined by differential leveling
 GD0831.and adjusted by the National Geodetic Survey in June 1991..
 GD0831
 GD0831.The geoid height was determined by GEOID03.
 GD0831
 GD0831.The dynamic height is computed by dividing the NAVD 88
 GD0831.geopotential number by the normal gravity value computed on the
 GD0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0831.degrees latitude (g = 980.6199 gals.).
 GD0831
 GD0831.The modeled gravity was interpolated from observed gravity values.
 GD0831
 GD0831;                    North         East    Units  Estimated Accuracy
 GD0831;SPC TN       -   190,610.      315,730.      MT  (+/- 180 meters Scaled)
 GD0831
 GD0831                          SUPERSEDED SURVEY CONTROL
 GD0831
 GD0831  NGVD 29 (??/??/??)   96.734  (m)          317.37   (f) ADJUSTED    2 0
 GD0831
 GD0831.Superseded values are not recommended for survey control.
 GD0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0831.See file dsdata.txt to determine how the superseded data were derived.
 GD0831
 GD0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE058872(NAD 83)
 GD0831_MARKER: DB = BENCH MARK DISK
 GD0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0831_STAMPING: Z 59 1935
 GD0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0831+STABILITY: SURFACE MOTION
 GD0831
 GD0831  HISTORY     - Date     Condition        Report By
 GD0831  HISTORY     - 1935     MONUMENTED       CGS
 GD0831  HISTORY     - 20020729 MARK NOT FOUND   USACE
 GD0831
 GD0831                          STATION DESCRIPTION
 GD0831
 GD0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0831'2.4 MI W FROM CENTRAL.
 GD0831'IN GIBSON COUNTY, 2.4 MILES WEST ALONG STATE HIGHWAY 104 FROM CENTRAL,
 GD0831'GIBSON COUNTY, 4.3 MILES EAST OF TATUMVILLE, DYER COUNTY, 160
 GD0831'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE J.A. PATTERSON HOUSE
 GD0831'IN 1935, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND AT
 GD0831'THE FENCE LINE.  A STANDARD DISK, STAMPED Z 59 1935 AND SET IN
 GD0831'THE TOP OF A CONCRETE POST.
 GD0831
 GD0831                          STATION RECOVERY (2002)
 GD0831
 GD0831'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0831'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1384 ***********************************************************************
 FC1384  DESIGNATION -  Z 6
 FC1384  PID         -  FC1384
 FC1384  STATE/COUNTY-  TN/FRANKLIN
 FC1384  USGS QUAD   -  SINKING COVE (1982)
 FC1384
 FC1384                         *CURRENT SURVEY CONTROL
 FC1384  ___________________________________________________________________
 FC1384* NAD 83(1986)-  35 01 40.     (N)    085 54 35.     (W)     SCALED    
 FC1384* NAVD 88     -       196.213  (meters)     643.74   (feet)  ADJUSTED  
 FC1384  ___________________________________________________________________
 FC1384  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC1384  DYNAMIC HT  -         196.021 (meters)     643.11  (feet)  COMP
 FC1384  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1384
 FC1384  VERT ORDER  -  FIRST     CLASS II
 FC1384
 FC1384.The horizontal coordinates were scaled from a topographic map and have
 FC1384.an estimated accuracy of +/- 6 seconds.
 FC1384
 FC1384.The orthometric height was determined by differential leveling
 FC1384.and adjusted by the National Geodetic Survey in June 1991..
 FC1384
 FC1384.The geoid height was determined by GEOID03.
 FC1384
 FC1384.The dynamic height is computed by dividing the NAVD 88
 FC1384.geopotential number by the normal gravity value computed on the
 FC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1384.degrees latitude (g = 980.6199 gals.).
 FC1384
 FC1384.The modeled gravity was interpolated from observed gravity values.
 FC1384
 FC1384;                    North         East    Units  Estimated Accuracy
 FC1384;SPC TN       -    77,050.      608,240.      MT  (+/- 180 meters Scaled)
 FC1384
 FC1384                          SUPERSEDED SURVEY CONTROL
 FC1384
 FC1384  NGVD 29 (??/??/92)  196.194  (m)          643.68   (f) ADJ UNCH    1 2
 FC1384
 FC1384.Superseded values are not recommended for survey control.
 FC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1384.See file dsdata.txt to determine how the superseded data were derived.
 FC1384
 FC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED994766(NAD 83)
 FC1384_MARKER: DB = BENCH MARK DISK
 FC1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1384_SP_SET: CULVERT
 FC1384_STAMPING: 643.962 Z 6 1930
 FC1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1384
 FC1384  HISTORY     - Date     Condition        Report By
 FC1384  HISTORY     - 1930     MONUMENTED       CGS
 FC1384  HISTORY     - 1949     GOOD             NGS
 FC1384
 FC1384                          STATION DESCRIPTION
 FC1384
 FC1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1384'2.4 MI N FROM ANDERSON.
 FC1384'2.4 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1384'RAILWAY FROM ANDERSON, FRANKLIN COUNTY, 2 RAILS NORTH OF POLE
 FC1384'99/17, IN THE EAST END OF CULVERT 99.5, AND DIRECTLY ABOVE THE
 FC1384'SOUTH WING WALL.  A STANDARD DISK, STAMPED 643.962 Z 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0921 ***********************************************************************
 FE0921  DESIGNATION -  Z 60
 FE0921  PID         -  FE0921
 FE0921  STATE/COUNTY-  TN/LAUDERDALE
 FE0921  USGS QUAD   -  FOWLKES (1983)
 FE0921
 FE0921                         *CURRENT SURVEY CONTROL
 FE0921  ___________________________________________________________________
 FE0921* NAD 83(1986)-  35 54 34.     (N)    089 23 30.     (W)     SCALED    
 FE0921* NAVD 88     -        85.103  (meters)     279.21   (feet)  ADJUSTED  
 FE0921  ___________________________________________________________________
 FE0921  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0921  DYNAMIC HT  -          85.031 (meters)     278.97  (feet)  COMP
 FE0921  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 FE0921
 FE0921  VERT ORDER  -  FIRST     CLASS I
 FE0921
 FE0921.The horizontal coordinates were scaled from a topographic map and have
 FE0921.an estimated accuracy of +/- 6 seconds.
 FE0921
 FE0921.The orthometric height was determined by differential leveling
 FE0921.and adjusted by the National Geodetic Survey in June 1991..
 FE0921
 FE0921.The geoid height was determined by GEOID03.
 FE0921
 FE0921.The dynamic height is computed by dividing the NAVD 88
 FE0921.geopotential number by the normal gravity value computed on the
 FE0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0921.degrees latitude (g = 980.6199 gals.).
 FE0921
 FE0921.The modeled gravity was interpolated from observed gravity values.
 FE0921
 FE0921;                    North         East    Units  Estimated Accuracy
 FE0921;SPC TN       -   180,170.      293,920.      MT  (+/- 180 meters Scaled)
 FE0921
 FE0921                          SUPERSEDED SURVEY CONTROL
 FE0921
 FE0921  NGVD 29 (??/??/??)   85.044  (m)          279.02   (f) ADJUSTED    1 1
 FE0921
 FE0921.Superseded values are not recommended for survey control.
 FE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0921.See file dsdata.txt to determine how the superseded data were derived.
 FE0921
 FE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE841765(NAD 83)
 FE0921_MARKER: DB = BENCH MARK DISK
 FE0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0921_STAMPING: Z 60 1935
 FE0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0921+STABILITY: SURFACE MOTION
 FE0921
 FE0921  HISTORY     - Date     Condition        Report By
 FE0921  HISTORY     - 1935     MONUMENTED       CGS
 FE0921  HISTORY     - 1974     GOOD             NGS
 FE0921  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0921
 FE0921                          STATION DESCRIPTION
 FE0921
 FE0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0921'2.2 MI N FROM HALLS.
 FE0921'ABOUT 2.2 MILES NORTH ALONG OLD U.S. HIGHWAY 51 FROM THE FIRST
 FE0921'BAPTIST CHURCH AT HALLS, AT THE JUNCTION OF OLD U.S. HIGHWAY
 FE0921'51 (CHURCH STREET) AND STATE HIGHWAY 88, 57 FEET EAST OF THE
 FE0921'CENTER LINE OF U.S. HIGHWAY 51, 44.5 FEET WEST OF THE WEST RAIL
 FE0921'OF THE WEST TRACK, 160.4 FEET NORTH-NORTHEAST OF A 30-INCH LONE
 FE0921'ELM TREE, 37 FEET SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTH
 FE0921'OF A CONCRETE WITNESS POST, 0.5 FOOT ABOVE HIGHWAY AND IN THE
 FE0921'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 FE0921
 FE0921                          STATION RECOVERY (2002)
 FE0921
 FE0921'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0861 ***********************************************************************
 FE0861  DESIGNATION -  Z 62
 FE0861  PID         -  FE0861
 FE0861  STATE/COUNTY-  TN/CROCKETT
 FE0861  USGS QUAD   -  ALAMO (1964)
 FE0861
 FE0861                         *CURRENT SURVEY CONTROL
 FE0861  ___________________________________________________________________
 FE0861* NAD 83(1986)-  35 45 37.     (N)    089 00 41.     (W)     SCALED    
 FE0861* NAVD 88     -       127.684  (meters)     418.91   (feet)  ADJUSTED  
 FE0861  ___________________________________________________________________
 FE0861  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0861  DYNAMIC HT  -         127.573 (meters)     418.55  (feet)  COMP
 FE0861  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 FE0861
 FE0861  VERT ORDER  -  SECOND    CLASS 0
 FE0861
 FE0861.The horizontal coordinates were scaled from a topographic map and have
 FE0861.an estimated accuracy of +/- 6 seconds.
 FE0861
 FE0861.The orthometric height was determined by differential leveling
 FE0861.and adjusted by the National Geodetic Survey in June 1991..
 FE0861
 FE0861.The geoid height was determined by GEOID03.
 FE0861
 FE0861.The dynamic height is computed by dividing the NAVD 88
 FE0861.geopotential number by the normal gravity value computed on the
 FE0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0861.degrees latitude (g = 980.6199 gals.).
 FE0861
 FE0861.The modeled gravity was interpolated from observed gravity values.
 FE0861
 FE0861;                    North         East    Units  Estimated Accuracy
 FE0861;SPC TN       -   162,510.      327,720.      MT  (+/- 180 meters Scaled)
 FE0861
 FE0861                          SUPERSEDED SURVEY CONTROL
 FE0861
 FE0861  NGVD 29 (??/??/??)  127.716  (m)          419.01   (f) ADJUSTED    2 0
 FE0861
 FE0861.Superseded values are not recommended for survey control.
 FE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0861.See file dsdata.txt to determine how the superseded data were derived.
 FE0861
 FE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE181592(NAD 83)
 FE0861_MARKER: DB = BENCH MARK DISK
 FE0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0861_STAMPING: Z 62 1935
 FE0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0861+STABILITY: SURFACE MOTION
 FE0861
 FE0861  HISTORY     - Date     Condition        Report By
 FE0861  HISTORY     - 1935     MONUMENTED       CGS
 FE0861  HISTORY     - 1949     GOOD             CGS
 FE0861  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE0861
 FE0861                          STATION DESCRIPTION
 FE0861
 FE0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0861'1.6 MI SW FROM GADSDEN.
 FE0861'1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0861'FROM THE STATION AT GADSDEN, CROCKETT COUNTY, AT MILEAGE 302.3,
 FE0861'AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE
 FE0861'TRACK, AND 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 FE0861'STANDARD DISK, STAMPED Z 62 1935 AND SET IN THE TOP OF A
 FE0861'CONCRETE POST.  NOTE-- A LOCAL RESIDENCE REMEMBERED APPROXIMATE
 FE0861'SITE OF THE MARK AS BEING WHERE THE NEW ROAD IS NOW, BUT
 FE0861'DIDNT KNOW IF THE MONUMENT HAS BEEN COVERED OVER DURING
 FE0861'CONSTRUCTION.  FROZEN GROUND PREVENTED MUCH DIGGING AND PROBING.
 FE0861'THE CONCRETE POST IS SLIGHTLY LOOSE IN THE GROUND.
 FE0861
 FE0861                          STATION RECOVERY (1957)
 FE0861
 FE0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FE0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1074 ***********************************************************************
 FE1074  DESIGNATION -  Z 63
 FE1074  PID         -  FE1074
 FE1074  STATE/COUNTY-  TN/TIPTON
 FE1074  USGS QUAD   -  STANTON (1983)
 FE1074
 FE1074                         *CURRENT SURVEY CONTROL
 FE1074  ___________________________________________________________________
 FE1074* NAD 83(1986)-  35 25 28.     (N)    089 29 40.     (W)     SCALED    
 FE1074* NAVD 88     -       106.862  (meters)     350.60   (feet)  ADJUSTED  
 FE1074  ___________________________________________________________________
 FE1074  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1074  DYNAMIC HT  -         106.768 (meters)     350.29  (feet)  COMP
 FE1074  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FE1074
 FE1074  VERT ORDER  -  SECOND    CLASS 0
 FE1074
 FE1074.The horizontal coordinates were scaled from a topographic map and have
 FE1074.an estimated accuracy of +/- 6 seconds.
 FE1074
 FE1074.The orthometric height was determined by differential leveling
 FE1074.and adjusted by the National Geodetic Survey in June 1991..
 FE1074
 FE1074.The geoid height was determined by GEOID03.
 FE1074
 FE1074.The dynamic height is computed by dividing the NAVD 88
 FE1074.geopotential number by the normal gravity value computed on the
 FE1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1074.degrees latitude (g = 980.6199 gals.).
 FE1074
 FE1074.The modeled gravity was interpolated from observed gravity values.
 FE1074
 FE1074;                    North         East    Units  Estimated Accuracy
 FE1074;SPC TN       -   126,720.      282,730.      MT  (+/- 180 meters Scaled)
 FE1074
 FE1074                          SUPERSEDED SURVEY CONTROL
 FE1074
 FE1074  NGVD 29 (??/??/??)  106.853  (m)          350.57   (f) ADJUSTED    2 0
 FE1074
 FE1074.Superseded values are not recommended for survey control.
 FE1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1074.See file dsdata.txt to determine how the superseded data were derived.
 FE1074
 FE1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE735229(NAD 83)
 FE1074_MARKER: DB = BENCH MARK DISK
 FE1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1074_STAMPING: Z 63 1935
 FE1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1074+STABILITY: SURFACE MOTION
 FE1074
 FE1074  HISTORY     - Date     Condition        Report By
 FE1074  HISTORY     - 1935     MONUMENTED       CGS
 FE1074  HISTORY     - 20020508 MARK NOT FOUND   USACE
 FE1074
 FE1074                          STATION DESCRIPTION
 FE1074
 FE1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1074'1.5 MI S FROM KEELING.
 FE1074'IN TIPTON COUNTY, 1.5 MILES SOUTH ALONG THE LOUISVILLE AND
 FE1074'NASHVILLE RAILROAD FROM THE STATION AT KEELING, HAYWOOD COUNTY,
 FE1074'5 RAILS NORTH OF MILEPOST L 339, AT A COUNTY-ROAD CROSSING, 60
 FE1074'FEET EAST OF THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE
 FE1074'CENTERLINE OF THE ROAD, AND AT A RIGHT-OF-WAY FENCE CORNER.
 FE1074'A STANDARD DISK, STAMPED Z 63 1935 AND SET IN THE TOP OF A
 FE1074'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FE1074
 FE1074                          STATION RECOVERY (2002)
 FE1074
 FE1074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0574 ***********************************************************************
 FE0574  DESIGNATION -  Z 64
 FE0574  PID         -  FE0574
 FE0574  STATE/COUNTY-  TN/HARDEMAN
 FE0574  USGS QUAD   -  TEAGUE (1981)
 FE0574
 FE0574                         *CURRENT SURVEY CONTROL
 FE0574  ___________________________________________________________________
 FE0574* NAD 83(1986)-  35 25 35.     (N)    088 53 44.     (W)     SCALED    
 FE0574* NAVD 88     -       119.454  (meters)     391.91   (feet)  ADJUSTED  
 FE0574  ___________________________________________________________________
 FE0574  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0574  DYNAMIC HT  -         119.345 (meters)     391.55  (feet)  COMP
 FE0574  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 FE0574
 FE0574  VERT ORDER  -  SECOND    CLASS 0
 FE0574
 FE0574.The horizontal coordinates were scaled from a topographic map and have
 FE0574.an estimated accuracy of +/- 6 seconds.
 FE0574
 FE0574.The orthometric height was determined by differential leveling
 FE0574.and adjusted by the National Geodetic Survey in June 1991..
 FE0574
 FE0574.The geoid height was determined by GEOID03.
 FE0574
 FE0574.The dynamic height is computed by dividing the NAVD 88
 FE0574.geopotential number by the normal gravity value computed on the
 FE0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0574.degrees latitude (g = 980.6199 gals.).
 FE0574
 FE0574.The modeled gravity was interpolated from observed gravity values.
 FE0574
 FE0574;                    North         East    Units  Estimated Accuracy
 FE0574;SPC TN       -   125,160.      337,090.      MT  (+/- 180 meters Scaled)
 FE0574
 FE0574                          SUPERSEDED SURVEY CONTROL
 FE0574
 FE0574  NGVD 29 (??/??/??)  119.466  (m)          391.95   (f) ADJUSTED    2 0
 FE0574
 FE0574.Superseded values are not recommended for survey control.
 FE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0574.See file dsdata.txt to determine how the superseded data were derived.
 FE0574
 FE0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE279219(NAD 83)
 FE0574_MARKER: DB = BENCH MARK DISK
 FE0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0574_STAMPING: Z 64 1935
 FE0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0574+STABILITY: SURFACE MOTION
 FE0574
 FE0574  HISTORY     - Date     Condition        Report By
 FE0574  HISTORY     - 1935     MONUMENTED       CGS
 FE0574  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0574
 FE0574                          STATION DESCRIPTION
 FE0574
 FE0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0574'1.8 MI N FROM TEAGUE.
 FE0574'1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0574'STATION AT TEAGUE, HARDEMAN COUNTY, 0.7 MILE NORTH OF MILEPOST
 FE0574'426, AT A ROAD CROSSING, 40 FEET EAST OF THE TRACK, AND 10 FEET
 FE0574'SOUTH OF THE ROAD AND A BRIDGE OVER A SMALL STREAM.  A STANDARD
 FE0574'DISK, STAMPED Z 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0574'NOTE-- A LARGE SCOOPED OUT SECTION OF EARTH EXISTS AT THE
 FE0574'LOCATION OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0710 ***********************************************************************
 FE0710  DESIGNATION -  Z 65 RESET
 FE0710  PID         -  FE0710
 FE0710  STATE/COUNTY-  TN/MADISON
 FE0710  USGS QUAD   -  JACKSON NORTH (1983)
 FE0710
 FE0710                         *CURRENT SURVEY CONTROL
 FE0710  ___________________________________________________________________
 FE0710* NAD 83(1986)-  35 42 49.     (N)    088 47 38.     (W)     SCALED    
 FE0710* NAVD 88     -       135.404  (meters)     444.24   (feet)  ADJUSTED  
 FE0710  ___________________________________________________________________
 FE0710  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0710  DYNAMIC HT  -         135.284 (meters)     443.84  (feet)  COMP
 FE0710  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0710
 FE0710  VERT ORDER  -  FIRST     CLASS II
 FE0710
 FE0710.The horizontal coordinates were scaled from a topographic map and have
 FE0710.an estimated accuracy of +/- 6 seconds.
 FE0710
 FE0710.The orthometric height was determined by differential leveling
 FE0710.and adjusted by the National Geodetic Survey in June 1991..
 FE0710
 FE0710.The geoid height was determined by GEOID03.
 FE0710
 FE0710.The dynamic height is computed by dividing the NAVD 88
 FE0710.geopotential number by the normal gravity value computed on the
 FE0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0710.degrees latitude (g = 980.6199 gals.).
 FE0710
 FE0710.The modeled gravity was interpolated from observed gravity values.
 FE0710
 FE0710;                    North         East    Units  Estimated Accuracy
 FE0710;SPC TN       -   156,750.      347,230.      MT  (+/- 180 meters Scaled)
 FE0710
 FE0710                          SUPERSEDED SURVEY CONTROL
 FE0710
 FE0710  NGVD 29 (??/??/??)  135.447  (m)          444.38   (f) ADJUSTED    1 2
 FE0710
 FE0710.Superseded values are not recommended for survey control.
 FE0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0710.See file dsdata.txt to determine how the superseded data were derived.
 FE0710
 FE0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377536(NAD 83)
 FE0710_MARKER: DB = BENCH MARK DISK
 FE0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0710_STAMPING: Z 65 1935 RESET 1944
 FE0710_MARK LOGO: CGS   
 FE0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0710+STABILITY: SURFACE MOTION
 FE0710
 FE0710  HISTORY     - Date     Condition        Report By
 FE0710  HISTORY     - 1944     MONUMENTED       CGS
 FE0710  HISTORY     - 1948     GOOD             CGS
 FE0710  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0710
 FE0710                          STATION DESCRIPTION
 FE0710
 FE0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0710'AT OAKFIELD.
 FE0710'AT OAKFIELD, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 200
 FE0710'YARDS NORTH OF BLOCK SIGNAL NO. 463.6, 128 FEET SOUTHWEST AND
 FE0710'ACROSS THE TRACKS FROM THE SOUTHWEST CORNER OF THE STATION
 FE0710'BUILDING AT OAKFIELD, 29 FEET WEST OF THE WEST RAIL OF THE
 FE0710'MAIN TRACK, 70 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 FE0710'ROAD, 87 FEET NORTH AND ACROSS THE ROAD FROM A CROSSING WARNING
 FE0710'SIGN, 100.5 FEET NORTHEAST OF THE SOUTHEAST BRICK PORCH CORNER
 FE0710'OF A FARM HOUSE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 FE0710'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0710'PROJECTING 4 INCHES.
 FE0710
 FE0710                          STATION RECOVERY (2002)
 FE0710
 FE0710'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0710'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1198 ***********************************************************************
 FE1198  DESIGNATION -  Z 67
 FE1198  PID         -  FE1198
 FE1198  STATE/COUNTY-  TN/SHELBY
 FE1198  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1198
 FE1198                         *CURRENT SURVEY CONTROL
 FE1198  ___________________________________________________________________
 FE1198* NAD 83(1986)-  35 10 30.     (N)    089 56 22.     (W)     SCALED    
 FE1198* NAVD 88     -        76.181  (meters)     249.94   (feet)  ADJUSTED  
 FE1198  ___________________________________________________________________
 FE1198  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1198  DYNAMIC HT  -          76.112 (meters)     249.71  (feet)  COMP
 FE1198  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FE1198
 FE1198  VERT ORDER  -  SECOND    CLASS 0
 FE1198
 FE1198.The horizontal coordinates were scaled from a topographic map and have
 FE1198.an estimated accuracy of +/- 6 seconds.
 FE1198
 FE1198.The orthometric height was determined by differential leveling
 FE1198.and adjusted by the National Geodetic Survey in June 1991..
 FE1198
 FE1198.The geoid height was determined by GEOID03.
 FE1198
 FE1198.The dynamic height is computed by dividing the NAVD 88
 FE1198.geopotential number by the normal gravity value computed on the
 FE1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1198.degrees latitude (g = 980.6199 gals.).
 FE1198
 FE1198.The modeled gravity was interpolated from observed gravity values.
 FE1198
 FE1198;                    North         East    Units  Estimated Accuracy
 FE1198;SPC TN       -   100,610.      241,240.      MT  (+/- 180 meters Scaled)
 FE1198
 FE1198                          SUPERSEDED SURVEY CONTROL
 FE1198
 FE1198  NGVD 29 (??/??/??)   76.158  (m)          249.86   (f) ADJUSTED    2 0
 FE1198
 FE1198.Superseded values are not recommended for survey control.
 FE1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1198.See file dsdata.txt to determine how the superseded data were derived.
 FE1198
 FE1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD323964(NAD 83)
 FE1198_MARKER: DB = BENCH MARK DISK
 FE1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1198_STAMPING: Z 67 1935
 FE1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1198+STABILITY: SURFACE MOTION
 FE1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1198+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1198
 FE1198  HISTORY     - Date     Condition        Report By
 FE1198  HISTORY     - 1935     MONUMENTED       CGS
 FE1198  HISTORY     - 1956     GOOD             CGS
 FE1198  HISTORY     - 1959     GOOD             CGS
 FE1198  HISTORY     - 20021015 GOOD             USACE
 FE1198
 FE1198                          STATION DESCRIPTION
 FE1198
 FE1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1198'AT MEMPHIS.
 FE1198'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ALONG THE LOUISVILLE
 FE1198'AND NASHVILLE RAILROAD, ABOUT 0.3 MILE EAST OF MILE POST 370,
 FE1198'AT THE OVERPASS OF JACKSON AVENUE OVER TRACKS, 77 FEET SOUTH-SOUTHEAST
 FE1198'OF NEAR RAIL OF TRACK, 12 FEET EAST-SOUTHEAST OF EAST-SOUTHEAST
 FE1198'EDGE OF OVERPASS, AT A SIDE ENTRANCE TO U.S. NATIONAL CEMETERY,
 FE1198'17 FEET SOUTHWEST OF CENTER OF VEHICULAR ENTRANCE TO CEMETERY, 1.6
 FE1198'FEET NORTH-NORTHWEST OF BRICK WALL AROUND CEMETERY, 4.2 FEET
 FE1198'SOUTHWEST OF A STONE POST SERVING AS A GATE STOP FOR PEDESTRIAN
 FE1198'GATE TO CEMETERY, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 FE1198'CONCRETE POST ABOUT FLUSH WITH GROUND.
 FE1198
 FE1198                          STATION RECOVERY (1959)
 FE1198
 FE1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1198'RECOVERED IN GOOD CONDITION.
 FE1198
 FE1198                          STATION RECOVERY (2002)
 FE1198
 FE1198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1198'SIDE ENTRANCE TO CEMETARY NOT USED NOW. MARK IS LOCATED AT JCT. OF
 FE1198'MEMPHIS DRIVE AND MORGAN ROAD INSIDE CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0998 ***********************************************************************
 FC0998  DESIGNATION -  Z 7
 FC0998  PID         -  FC0998
 FC0998  STATE/COUNTY-  TN/WHITE
 FC0998  USGS QUAD   -  SPARTA (1979)
 FC0998
 FC0998                         *CURRENT SURVEY CONTROL
 FC0998  ___________________________________________________________________
 FC0998* NAD 83(1986)-  35 55 19.     (N)    085 27 58.     (W)     SCALED    
 FC0998* NAVD 88     -       269.642  (meters)     884.65   (feet)  ADJUSTED  
 FC0998  ___________________________________________________________________
 FC0998  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC0998  DYNAMIC HT  -         269.400 (meters)     883.86  (feet)  COMP
 FC0998  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FC0998
 FC0998  VERT ORDER  -  SECOND    CLASS 0
 FC0998
 FC0998.The horizontal coordinates were scaled from a topographic map and have
 FC0998.an estimated accuracy of +/- 6 seconds.
 FC0998
 FC0998.The orthometric height was determined by differential leveling
 FC0998.and adjusted by the National Geodetic Survey in June 1991..
 FC0998
 FC0998.The geoid height was determined by GEOID03.
 FC0998
 FC0998.The dynamic height is computed by dividing the NAVD 88
 FC0998.geopotential number by the normal gravity value computed on the
 FC0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0998.degrees latitude (g = 980.6199 gals.).
 FC0998
 FC0998.The modeled gravity was interpolated from observed gravity values.
 FC0998
 FC0998;                    North         East    Units  Estimated Accuracy
 FC0998;SPC TN       -   176,390.      648,180.      MT  (+/- 180 meters Scaled)
 FC0998
 FC0998                          SUPERSEDED SURVEY CONTROL
 FC0998
 FC0998  NGVD 29 (??/??/92)  269.709  (m)          884.87   (f) ADJ UNCH    2 0
 FC0998
 FC0998.Superseded values are not recommended for survey control.
 FC0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0998.See file dsdata.txt to determine how the superseded data were derived.
 FC0998
 FC0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE383763(NAD 83)
 FC0998_MARKER: DB = BENCH MARK DISK
 FC0998_SETTING: 66 = SET IN ROCK OUTCROP
 FC0998_SP_SET: ROCK LEDGE
 FC0998_STAMPING: 885.047 Z 7 1931
 FC0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0998+STABILITY: POSITION/ELEVATION WELL
 FC0998
 FC0998  HISTORY     - Date     Condition        Report By
 FC0998  HISTORY     - 1931     MONUMENTED       CGS
 FC0998  HISTORY     - 1934     GOOD             NGS
 FC0998
 FC0998                          STATION DESCRIPTION
 FC0998
 FC0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0998'0.7 MI E FROM SPARTA.
 FC0998'0.7 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC0998'RAILWAY FROM THE JUNCTION AT SPARTA, WHITE COUNTY, 71 FEET EAST
 FC0998'OF THE EAST END OF THE BRIDGE OVER CALFKILLER RIVER, AND IN A
 FC0998'ROCK LEDGE, 18 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 FC0998'STAMPED 885.047 Z 7 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1029 ***********************************************************************
 FE1029  DESIGNATION -  Z 72
 FE1029  PID         -  FE1029
 FE1029  STATE/COUNTY-  TN/FAYETTE
 FE1029  USGS QUAD   -  SOMERVILLE (1981)
 FE1029
 FE1029                         *CURRENT SURVEY CONTROL
 FE1029  ___________________________________________________________________
 FE1029* NAD 83(1986)-  35 14 38.     (N)    089 19 36.     (W)     SCALED    
 FE1029* NAVD 88     -       106.211  (meters)     348.46   (feet)  ADJUSTED  
 FE1029  ___________________________________________________________________
 FE1029  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1029  DYNAMIC HT  -         106.115 (meters)     348.15  (feet)  COMP
 FE1029  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE1029
 FE1029  VERT ORDER  -  SECOND    CLASS 0
 FE1029
 FE1029.The horizontal coordinates were scaled from a topographic map and have
 FE1029.an estimated accuracy of +/- 6 seconds.
 FE1029
 FE1029.The orthometric height was determined by differential leveling
 FE1029.and adjusted by the National Geodetic Survey in June 1991..
 FE1029
 FE1029.The geoid height was determined by GEOID03.
 FE1029
 FE1029.The dynamic height is computed by dividing the NAVD 88
 FE1029.geopotential number by the normal gravity value computed on the
 FE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1029.degrees latitude (g = 980.6199 gals.).
 FE1029
 FE1029.The modeled gravity was interpolated from observed gravity values.
 FE1029
 FE1029;                    North         East    Units  Estimated Accuracy
 FE1029;SPC TN       -   106,170.      297,280.      MT  (+/- 180 meters Scaled)
 FE1029
 FE1029                          SUPERSEDED SURVEY CONTROL
 FE1029
 FE1029  NGVD 29 (??/??/??)  106.197  (m)          348.41   (f) ADJUSTED    2 0
 FE1029
 FE1029.Superseded values are not recommended for survey control.
 FE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1029.See file dsdata.txt to determine how the superseded data were derived.
 FE1029
 FE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE883025(NAD 83)
 FE1029_MARKER: DB = BENCH MARK DISK
 FE1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1029_STAMPING: Z 72 1935
 FE1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1029+STABILITY: SURFACE MOTION
 FE1029
 FE1029  HISTORY     - Date     Condition        Report By
 FE1029  HISTORY     - 1935     MONUMENTED       CGS
 FE1029  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1029
 FE1029                          STATION DESCRIPTION
 FE1029
 FE1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1029'1.2 MI E FROM SOMERVILLE.
 FE1029'1.2 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1029'RAILWAY FROM THE STATION AT SOMERVILLE, FAYETTE COUNTY, 6 POLES
 FE1029'WEST OF MILEPOST 185, 40 FEET SOUTH OF THE CENTERLINE OF THE
 FE1029'TRACK, 20 FEET SOUTH OF A DITCH, AND 10 FEET NORTH OF A FENCE
 FE1029'CORNER.  A STANDARD DISK, STAMPED Z 72 1935 AND SET IN THE TOP OF
 FE1029'A CONCRETE POST.
 FE1029
 FE1029                          STATION RECOVERY (2002)
 FE1029
 FE1029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1029'STATION, TRACKS, AND GRADE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1158 ***********************************************************************
 FE1158  DESIGNATION -  Z 73
 FE1158  PID         -  FE1158
 FE1158  STATE/COUNTY-  TN/FAYETTE
 FE1158  USGS QUAD   -  MASON (1973)
 FE1158
 FE1158                         *CURRENT SURVEY CONTROL
 FE1158  ___________________________________________________________________
 FE1158* NAD 83(1986)-  35 22 39.     (N)    089 33 30.     (W)     SCALED    
 FE1158* NAVD 88     -       100.238  (meters)     328.86   (feet)  ADJUSTED  
 FE1158  ___________________________________________________________________
 FE1158  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1158  DYNAMIC HT  -         100.150 (meters)     328.58  (feet)  COMP
 FE1158  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 FE1158
 FE1158  VERT ORDER  -  SECOND    CLASS 0
 FE1158
 FE1158.The horizontal coordinates were scaled from a topographic map and have
 FE1158.an estimated accuracy of +/- 6 seconds.
 FE1158
 FE1158.The orthometric height was determined by differential leveling
 FE1158.and adjusted by the National Geodetic Survey in June 1991..
 FE1158
 FE1158.The geoid height was determined by GEOID03.
 FE1158
 FE1158.The dynamic height is computed by dividing the NAVD 88
 FE1158.geopotential number by the normal gravity value computed on the
 FE1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1158.degrees latitude (g = 980.6199 gals.).
 FE1158
 FE1158.The modeled gravity was interpolated from observed gravity values.
 FE1158
 FE1158;                    North         East    Units  Estimated Accuracy
 FE1158;SPC TN       -   121,730.      276,740.      MT  (+/- 180 meters Scaled)
 FE1158
 FE1158                          SUPERSEDED SURVEY CONTROL
 FE1158
 FE1158  NGVD 29 (??/??/??)  100.223  (m)          328.81   (f) ADJUSTED    2 0
 FE1158
 FE1158.Superseded values are not recommended for survey control.
 FE1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1158.See file dsdata.txt to determine how the superseded data were derived.
 FE1158
 FE1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE675179(NAD 83)
 FE1158_MARKER: DB = BENCH MARK DISK
 FE1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1158_STAMPING: Z 73 1935
 FE1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1158+STABILITY: SURFACE MOTION
 FE1158
 FE1158  HISTORY     - Date     Condition        Report By
 FE1158  HISTORY     - 1935     MONUMENTED       CGS
 FE1158  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1158
 FE1158                          STATION DESCRIPTION
 FE1158
 FE1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1158'0.5 MI SE FROM BRADEN.
 FE1158'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 59 FROM BRADEN, FAYETTE
 FE1158'COUNTY, 40 YARDS SOUTH OF A BRIDGE, 40 FEET EAST OF THE
 FE1158'CENTERLINE OF THE HIGHWAY, AND 30 FEET WEST OF THE CENTER OF
 FE1158'THE JUNCTION OF A ROAD LEADING SOUTHEAST.  A STANDARD DISK,
 FE1158'STAMPED Z 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1158
 FE1158                          STATION RECOVERY (2002)
 FE1158
 FE1158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1196 ***********************************************************************
 FE1196  DESIGNATION -  Z 74
 FE1196  PID         -  FE1196
 FE1196  STATE/COUNTY-  TN/SHELBY
 FE1196  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1196
 FE1196                         *CURRENT SURVEY CONTROL
 FE1196  ___________________________________________________________________
 FE1196* NAD 83(1986)-  35 09 42.     (N)    089 54 43.     (W)     SCALED    
 FE1196* NAVD 88     -        77.782  (meters)     255.19   (feet)  ADJUSTED  
 FE1196  ___________________________________________________________________
 FE1196  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1196  DYNAMIC HT  -          77.711 (meters)     254.96  (feet)  COMP
 FE1196  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FE1196
 FE1196  VERT ORDER  -  SECOND    CLASS 0
 FE1196
 FE1196.The horizontal coordinates were scaled from a topographic map and have
 FE1196.an estimated accuracy of +/- 6 seconds.
 FE1196
 FE1196.The orthometric height was determined by differential leveling
 FE1196.and adjusted by the National Geodetic Survey in June 1991..
 FE1196
 FE1196.The geoid height was determined by GEOID03.
 FE1196
 FE1196.The dynamic height is computed by dividing the NAVD 88
 FE1196.geopotential number by the normal gravity value computed on the
 FE1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1196.degrees latitude (g = 980.6199 gals.).
 FE1196
 FE1196.The modeled gravity was interpolated from observed gravity values.
 FE1196
 FE1196;                    North         East    Units  Estimated Accuracy
 FE1196;SPC TN       -    99,030.      243,680.      MT  (+/- 180 meters Scaled)
 FE1196
 FE1196                          SUPERSEDED SURVEY CONTROL
 FE1196
 FE1196  NGVD 29 (??/??/??)   77.766  (m)          255.14   (f) ADJUSTED    2 0
 FE1196
 FE1196.Superseded values are not recommended for survey control.
 FE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1196.See file dsdata.txt to determine how the superseded data were derived.
 FE1196
 FE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD347948(NAD 83)
 FE1196_MARKER: DB = BENCH MARK DISK
 FE1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1196_STAMPING: Z 74 1956
 FE1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1196+STABILITY: SURFACE MOTION
 FE1196
 FE1196  HISTORY     - Date     Condition        Report By
 FE1196  HISTORY     - 1956     MONUMENTED       CGS
 FE1196  HISTORY     - 1959     GOOD             CGS
 FE1196  HISTORY     - 20021009 POOR             USACE
 FE1196
 FE1196                          STATION DESCRIPTION
 FE1196
 FE1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1196'AT MEMPHIS.
 FE1196'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ABOUT 1.35 MILES SOUTH
 FE1196'ALONG WELLS STATION ROAD FROM ITS CROSSING WITH THE LOUISVILLE AND
 FE1196'NASHVILLE RAILROAD, THENCE ABOUT 0.3 MILE EAST ALONG MACON STREET,
 FE1196'AT MARTIN AIRFIELD, 138 FEET NORTH OF CENTER LINE OF MACON STREET,
 FE1196'AT THE NORTH EDGE OF PARKING AREA AT AIRFIELD, 45 FEET SOUTH OF
 FE1196'SOUTHWEST CORNER OF CORRUGATED TIN OFFICE AND REPAIR SHOP BUILDING
 FE1196'AND IN LINE WITH THE EXTENDED WEST FACE OF BUILDING, 58 FEET WEST
 FE1196'OF A GULF SIGN, 2 FEET SOUTH OF A HEDGE ROW, AND SET IN THE TOP
 FE1196'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FE1196
 FE1196                          STATION RECOVERY (1959)
 FE1196
 FE1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1196'RECOVERED IN GOOD CONDITION.
 FE1196
 FE1196                          STATION RECOVERY (2002)
 FE1196
 FE1196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1196'MARK DESTROYED. AIRFIELD NO LONGER EXISTS. RESIDENTIAL AREA NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1203 ***********************************************************************
 FE1203  DESIGNATION -  Z 75
 FE1203  PID         -  FE1203
 FE1203  STATE/COUNTY-  TN/SHELBY
 FE1203  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1203
 FE1203                         *CURRENT SURVEY CONTROL
 FE1203  ___________________________________________________________________
 FE1203* NAD 83(1986)-  35 09 40.     (N)    089 59 08.     (W)     SCALED    
 FE1203* NAVD 88     -        74.535  (meters)     244.54   (feet)  ADJUSTED  
 FE1203  ___________________________________________________________________
 FE1203  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1203  DYNAMIC HT  -          74.468 (meters)     244.32  (feet)  COMP
 FE1203  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 FE1203
 FE1203  VERT ORDER  -  SECOND    CLASS 0
 FE1203
 FE1203.The horizontal coordinates were scaled from a topographic map and have
 FE1203.an estimated accuracy of +/- 6 seconds.
 FE1203
 FE1203.The orthometric height was determined by differential leveling
 FE1203.and adjusted by the National Geodetic Survey in June 1991..
 FE1203
 FE1203.The geoid height was determined by GEOID03.
 FE1203
 FE1203.The dynamic height is computed by dividing the NAVD 88
 FE1203.geopotential number by the normal gravity value computed on the
 FE1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1203.degrees latitude (g = 980.6199 gals.).
 FE1203
 FE1203.The modeled gravity was interpolated from observed gravity values.
 FE1203
 FE1203;                    North         East    Units  Estimated Accuracy
 FE1203;SPC TN       -    99,240.      236,980.      MT  (+/- 180 meters Scaled)
 FE1203
 FE1203                          SUPERSEDED SURVEY CONTROL
 FE1203
 FE1203  NGVD 29 (??/??/??)   74.515  (m)          244.47   (f) ADJUSTED    2 0
 FE1203
 FE1203.Superseded values are not recommended for survey control.
 FE1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1203.See file dsdata.txt to determine how the superseded data were derived.
 FE1203
 FE1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280949(NAD 83)
 FE1203_MARKER: DB = BENCH MARK DISK
 FE1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1203_SP_SET: CULVERT
 FE1203_STAMPING: Z 75 1956
 FE1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1203+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1203
 FE1203  HISTORY     - Date     Condition        Report By
 FE1203  HISTORY     - 1956     MONUMENTED       CGS
 FE1203  HISTORY     - 20021015 GOOD             USACE
 FE1203
 FE1203                          STATION DESCRIPTION
 FE1203
 FE1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1203'AT MEMPHIS.
 FE1203'AT MEMPHIS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 475 FEET
 FE1203'SOUTHWEST OF CROSSING OF SPRINGDALE AVENUE, IN THE TOP OF THE
 FE1203'NORTHEAST END OF THE NORTHWEST HEAD WALL OF AN 18-FOOT CONCRETE
 FE1203'CULVERT UNDER TRACK, 17 FEET NORTHWEST OF NORTHWEST RAIL, 1 FOOT
 FE1203'SOUTHWEST OF NORTHEAST END OF HEAD WALL AND ABOUT 5 FEET BELOW
 FE1203'LEVEL OF TRACK.
 FE1203
 FE1203                          STATION RECOVERY (2002)
 FE1203
 FE1203'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1203'TRACKS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1808 ***********************************************************************
 FE1808  DESIGNATION -  Z 76
 FE1808  PID         -  FE1808
 FE1808  STATE/COUNTY-  TN/LAUDERDALE
 FE1808  USGS QUAD   -  CHIC (1983)
 FE1808
 FE1808                         *CURRENT SURVEY CONTROL
 FE1808  ___________________________________________________________________
 FE1808* NAD 83(1986)-  35 53 35.     (N)    089 44 48.     (W)     SCALED    
 FE1808* NAVD 88     -        80.316  (meters)     263.50   (feet)  ADJUSTED  
 FE1808  ___________________________________________________________________
 FE1808  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1808  DYNAMIC HT  -          80.248 (meters)     263.28  (feet)  COMP
 FE1808  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1808
 FE1808  VERT ORDER  -  FIRST     CLASS II
 FE1808
 FE1808.The horizontal coordinates were scaled from a topographic map and have
 FE1808.an estimated accuracy of +/- 6 seconds.
 FE1808
 FE1808.The orthometric height was determined by differential leveling
 FE1808.and adjusted by the National Geodetic Survey in June 1991..
 FE1808
 FE1808.The geoid height was determined by GEOID03.
 FE1808
 FE1808.The dynamic height is computed by dividing the NAVD 88
 FE1808.geopotential number by the normal gravity value computed on the
 FE1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1808.degrees latitude (g = 980.6199 gals.).
 FE1808
 FE1808.The modeled gravity was interpolated from observed gravity values.
 FE1808
 FE1808;                    North         East    Units  Estimated Accuracy
 FE1808;SPC TN       -   179,520.      261,830.      MT  (+/- 180 meters Scaled)
 FE1808
 FE1808                          SUPERSEDED SURVEY CONTROL
 FE1808
 FE1808  NGVD 29 (??/??/??)   80.261  (m)          263.32   (f) ADJUSTED    1 2
 FE1808
 FE1808.Superseded values are not recommended for survey control.
 FE1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1808.See file dsdata.txt to determine how the superseded data were derived.
 FE1808
 FE1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE520755(NAD 83)
 FE1808_MARKER: DB = BENCH MARK DISK
 FE1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1808_STAMPING: Z 76 1956
 FE1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1808+STABILITY: SURFACE MOTION
 FE1808
 FE1808  HISTORY     - Date     Condition        Report By
 FE1808  HISTORY     - 1956     MONUMENTED       CGS
 FE1808
 FE1808                          STATION DESCRIPTION
 FE1808
 FE1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1808'1.5 MI W FROM BARR.
 FE1808'85 YARDS NORTH ALONG A TRAIL FROM THE POST OFFICE AT BARR,
 FE1808'THENCE ABOUT 1.45 MILES WEST ALONG A TRAIL LEADING TO A POINT
 FE1808'ON MISSISSIPPI RIVER ACROSS RIVER FROM BARFIELD, MISSISSIPPI
 FE1808'COUNTY, ARKANSAS, ABOUT 60 YARDS SOUTHEAST OF HIGH BANK OF RIVER,
 FE1808'ON THE TOP OF A SANDY RIDGE AMONG COTTONWOOD TREES, 111 FEET
 FE1808'EAST-NORTHEAST OF CENTER LINE OF TRAIL, 2 1/2 FEET SOUTHWEST
 FE1808'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FE1808'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1667 ***********************************************************************
 GB1667  DESIGNATION -  Z 77
 GB1667  PID         -  GB1667
 GB1667  STATE/COUNTY-  TN/OVERTON
 GB1667  USGS QUAD   -  LIVINGSTON (1986)
 GB1667
 GB1667                         *CURRENT SURVEY CONTROL
 GB1667  ___________________________________________________________________
 GB1667* NAD 83(1986)-  36 26 16.     (N)    085 16 02.     (W)     SCALED    
 GB1667* NAVD 88     -       298.139  (meters)     978.14   (feet)  POSTED    
 GB1667  ___________________________________________________________________
 GB1667  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1667  DYNAMIC HT  -         297.870 (meters)     977.26  (feet)  COMP
 GB1667  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 GB1667
 GB1667  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1667
 GB1667.The horizontal coordinates were scaled from a topographic map and have
 GB1667.an estimated accuracy of +/- 6 seconds.
 GB1667
 GB1667.The orthometric height was determined by differential leveling
 GB1667.and adjusted by the National Geodetic Survey in 1992..
 GB1667.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1667.rate of 1.1 thru 2.0 mm/km.
 GB1667
 GB1667.The geoid height was determined by GEOID03.
 GB1667
 GB1667.The dynamic height is computed by dividing the NAVD 88
 GB1667.geopotential number by the normal gravity value computed on the
 GB1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1667.degrees latitude (g = 980.6199 gals.).
 GB1667
 GB1667.The modeled gravity was interpolated from observed gravity values.
 GB1667
 GB1667;                    North         East    Units  Estimated Accuracy
 GB1667;SPC TN       -   233,740.      665,700.      MT  (+/- 180 meters Scaled)
 GB1667
 GB1667                          SUPERSEDED SURVEY CONTROL
 GB1667
 GB1667  NGVD 29 (??/??/92)  298.229  (m)          978.44   (f) ADJ UNCH    2 0
 GB1667
 GB1667.Superseded values are not recommended for survey control.
 GB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1667.See file dsdata.txt to determine how the superseded data were derived.
 GB1667
 GB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF553339(NAD 83)
 GB1667_MARKER: DB = BENCH MARK DISK
 GB1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1667_STAMPING: Z 77 1935
 GB1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1667+STABILITY: SURFACE MOTION
 GB1667
 GB1667  HISTORY     - Date     Condition        Report By
 GB1667  HISTORY     - 1935     MONUMENTED       CGS
 GB1667
 GB1667                          STATION DESCRIPTION
 GB1667
 GB1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1667'1.6 MI SW FROM MONROE.
 GB1667'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1667'AT MONROE, OVERTON COUNTY, NEAR THE CENTER OF A LONG STEEP GRADE,
 GB1667'22 FEET SOUTH OF THE SOUTH SIDE OF THE WARD COFFEE FEED MILL, 29
 GB1667'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF
 GB1667'A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GB1667'STAMPED Z 77 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1493 ***********************************************************************
 FC1493  DESIGNATION -  Z 78
 FC1493  PID         -  FC1493
 FC1493  STATE/COUNTY-  TN/DE KALB
 FC1493  USGS QUAD   -  GASSAWAY (1979)
 FC1493
 FC1493                         *CURRENT SURVEY CONTROL
 FC1493  ___________________________________________________________________
 FC1493* NAD 83(1986)-  35 58 44.     (N)    085 59 14.     (W)     SCALED    
 FC1493* NAVD 88     -       183.135  (meters)     600.84   (feet)  ADJUSTED  
 FC1493  ___________________________________________________________________
 FC1493  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FC1493  DYNAMIC HT  -         182.974 (meters)     600.31  (feet)  COMP
 FC1493  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FC1493
 FC1493  VERT ORDER  -  SECOND    CLASS 0
 FC1493
 FC1493.The horizontal coordinates were scaled from a topographic map and have
 FC1493.an estimated accuracy of +/- 6 seconds.
 FC1493
 FC1493.The orthometric height was determined by differential leveling
 FC1493.and adjusted by the National Geodetic Survey in June 1991..
 FC1493
 FC1493.The geoid height was determined by GEOID03.
 FC1493
 FC1493.The dynamic height is computed by dividing the NAVD 88
 FC1493.geopotential number by the normal gravity value computed on the
 FC1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1493.degrees latitude (g = 980.6199 gals.).
 FC1493
 FC1493.The modeled gravity was interpolated from observed gravity values.
 FC1493
 FC1493;                    North         East    Units  Estimated Accuracy
 FC1493;SPC TN       -   182,570.      601,150.      MT  (+/- 180 meters Scaled)
 FC1493
 FC1493                          SUPERSEDED SURVEY CONTROL
 FC1493
 FC1493  NGVD 29 (??/??/92)  183.178  (m)          600.98   (f) ADJ UNCH    2 0
 FC1493
 FC1493.Superseded values are not recommended for survey control.
 FC1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1493.See file dsdata.txt to determine how the superseded data were derived.
 FC1493
 FC1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE913820(NAD 83)
 FC1493_MARKER: DB = BENCH MARK DISK
 FC1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1493_STAMPING: Z 78 1935
 FC1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1493+STABILITY: SURFACE MOTION
 FC1493
 FC1493  HISTORY     - Date     Condition        Report By
 FC1493  HISTORY     - 1935     MONUMENTED       CGS
 FC1493  HISTORY     - 1958     GOOD             NGS
 FC1493  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1493
 FC1493                          STATION DESCRIPTION
 FC1493
 FC1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1493'2.7 MI N FROM GASSAWAY.
 FC1493'USGS REPORTED THAT THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FC1493'IN DE KALB COUNTY, 2.7 MILES NORTH ALONG STATE HIGHWAY 53 FROM
 FC1493'THE POST OFFICE AT GASSAWAY, CANNON COUNTY, 2.6 MILES SOUTH OF THE
 FC1493'POST OFFICE AT LIBERTY, DE KALB COUNTY, 108 YARDS SOUTHWEST OF
 FC1493'THE SOUTHWEST CORNER OF THE HOME OF A.L. ROBINSON IN 1935, 87
 FC1493'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE HOME OF SHALIE
 FC1493'NOKES, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 FC1493'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Z 78 1935 AND SET IN
 FC1493'THE TOP OF A CONCRETE POST.
 FC1493
 FC1493                          STATION RECOVERY (2002)
 FC1493
 FC1493'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0174 ***********************************************************************
 GC0174  DESIGNATION -  Z 79
 GC0174  PID         -  GC0174
 GC0174  STATE/COUNTY-  TN/WILSON
 GC0174  USGS QUAD   -  ALEXANDRIA (1983)
 GC0174
 GC0174                         *CURRENT SURVEY CONTROL
 GC0174  ___________________________________________________________________
 GC0174* NAD 83(1986)-  36 07 01.     (N)    086 06 33.     (W)     SCALED    
 GC0174* NAVD 88     -       203.543  (meters)     667.79   (feet)  ADJUSTED  
 GC0174  ___________________________________________________________________
 GC0174  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0174  DYNAMIC HT  -         203.369 (meters)     667.22  (feet)  COMP
 GC0174  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 GC0174
 GC0174  VERT ORDER  -  SECOND    CLASS 0
 GC0174
 GC0174.The horizontal coordinates were scaled from a topographic map and have
 GC0174.an estimated accuracy of +/- 6 seconds.
 GC0174
 GC0174.The orthometric height was determined by differential leveling
 GC0174.and adjusted by the National Geodetic Survey in June 1991..
 GC0174
 GC0174.The geoid height was determined by GEOID03.
 GC0174
 GC0174.The dynamic height is computed by dividing the NAVD 88
 GC0174.geopotential number by the normal gravity value computed on the
 GC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0174.degrees latitude (g = 980.6199 gals.).
 GC0174
 GC0174.The modeled gravity was interpolated from observed gravity values.
 GC0174
 GC0174;                    North         East    Units  Estimated Accuracy
 GC0174;SPC TN       -   197,900.      590,170.      MT  (+/- 180 meters Scaled)
 GC0174
 GC0174                          SUPERSEDED SURVEY CONTROL
 GC0174
 GC0174  NGVD 29 (??/??/92)  203.597  (m)          667.97   (f) ADJ UNCH    2 0
 GC0174
 GC0174.Superseded values are not recommended for survey control.
 GC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0174.See file dsdata.txt to determine how the superseded data were derived.
 GC0174
 GC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE801972(NAD 83)
 GC0174_MARKER: DB = BENCH MARK DISK
 GC0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0174_STAMPING: Z 79 1935
 GC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0174+STABILITY: SURFACE MOTION
 GC0174
 GC0174  HISTORY     - Date     Condition        Report By
 GC0174  HISTORY     - 1935     MONUMENTED       CGS
 GC0174
 GC0174                          STATION DESCRIPTION
 GC0174
 GC0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0174'2.1 MI E FROM WATERTOWN.
 GC0174'2.1 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0174'STATION AT WATERTOWN, WILSON COUNTY, 66 FEET WEST OF MILEPOST
 GC0174'47, AT THE NORTHWEST END OF A ROCK CUT, 12 FEET NORTHWEST OF THE
 GC0174'NORTHWEST RAIL, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK,
 GC0174'STAMPED Z 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0443 ***********************************************************************
 GC0443  DESIGNATION -  Z 8
 GC0443  PID         -  GC0443
 GC0443  STATE/COUNTY-  TN/WILLIAMSON
 GC0443  USGS QUAD   -  OAK HILL (1968)
 GC0443
 GC0443                         *CURRENT SURVEY CONTROL
 GC0443  ___________________________________________________________________
 GC0443* NAD 83(1986)-  36 01 43.     (N)    086 47 11.     (W)     SCALED    
 GC0443* NAVD 88     -       212.731  (meters)     697.93   (feet)  POSTED    
 GC0443  ___________________________________________________________________
 GC0443  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC0443  DYNAMIC HT  -         212.550 (meters)     697.34  (feet)  COMP
 GC0443  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GC0443
 GC0443  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GC0443
 GC0443.The horizontal coordinates were scaled from a topographic map and have
 GC0443.an estimated accuracy of +/- 6 seconds.
 GC0443
 GC0443.The orthometric height was determined by differential leveling
 GC0443.and adjusted by the National Geodetic Survey in 1992..
 GC0443.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GC0443.rate of 1.1 thru 2.0 mm/km.
 GC0443
 GC0443.The geoid height was determined by GEOID03.
 GC0443
 GC0443.The dynamic height is computed by dividing the NAVD 88
 GC0443.geopotential number by the normal gravity value computed on the
 GC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0443.degrees latitude (g = 980.6199 gals.).
 GC0443
 GC0443.The modeled gravity was interpolated from observed gravity values.
 GC0443
 GC0443;                    North         East    Units  Estimated Accuracy
 GC0443;SPC TN       -   188,380.      529,130.      MT  (+/- 180 meters Scaled)
 GC0443
 GC0443                          SUPERSEDED SURVEY CONTROL
 GC0443
 GC0443  NGVD 29 (??/??/92)  212.731  (m)          697.93   (f) ADJ UNCH    1 2
 GC0443
 GC0443.Superseded values are not recommended for survey control.
 GC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0443.See file dsdata.txt to determine how the superseded data were derived.
 GC0443
 GC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192871(NAD 83)
 GC0443_MARKER: DB = BENCH MARK DISK
 GC0443_SETTING: 66 = SET IN ROCK OUTCROP
 GC0443_SP_SET: ROCK LEDGE
 GC0443_STAMPING: 698.256 Z 8 1931
 GC0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0443+STABILITY: POSITION/ELEVATION WELL
 GC0443
 GC0443  HISTORY     - Date     Condition        Report By
 GC0443  HISTORY     - 1931     MONUMENTED       CGS
 GC0443  HISTORY     - 1952     MARK NOT FOUND   NGS
 GC0443
 GC0443                          STATION DESCRIPTION
 GC0443
 GC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0443'AT BRENTWOOD.
 GC0443'AT BRENTWOOD, WILLIAMSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0443'RAILROAD, 0.5 MILE NORTH OF THE STATION, 7 RAILS NORTH OF THE
 GC0443'SECTIONHOUSE, IN A ROCK LEDGE, AND 16 FEET EAST OF THE EAST
 GC0443'RAIL.  A STANDARD DISK, STAMPED 698.256 Z 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1658 ***********************************************************************
 GB1658  DESIGNATION -  Z 80
 GB1658  PID         -  GB1658
 GB1658  STATE/COUNTY-  TN/OVERTON
 GB1658  USGS QUAD   -  OKALONA (1979)
 GB1658
 GB1658                         *CURRENT SURVEY CONTROL
 GB1658  ___________________________________________________________________
 GB1658* NAD 83(1986)-  36 16 37.     (N)    085 22 08.     (W)     SCALED    
 GB1658* NAVD 88     -       331.195  (meters)    1086.60   (feet)  ADJUSTED  
 GB1658  ___________________________________________________________________
 GB1658  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB1658  DYNAMIC HT  -         330.897 (meters)    1085.62  (feet)  COMP
 GB1658  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB1658
 GB1658  VERT ORDER  -  SECOND    CLASS 0
 GB1658
 GB1658.The horizontal coordinates were scaled from a topographic map and have
 GB1658.an estimated accuracy of +/- 6 seconds.
 GB1658
 GB1658.The orthometric height was determined by differential leveling
 GB1658.and adjusted by the National Geodetic Survey in June 1991..
 GB1658
 GB1658.The geoid height was determined by GEOID03.
 GB1658
 GB1658.The dynamic height is computed by dividing the NAVD 88
 GB1658.geopotential number by the normal gravity value computed on the
 GB1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1658.degrees latitude (g = 980.6199 gals.).
 GB1658
 GB1658.The modeled gravity was interpolated from observed gravity values.
 GB1658
 GB1658;                    North         East    Units  Estimated Accuracy
 GB1658;SPC TN       -   215,830.      656,700.      MT  (+/- 180 meters Scaled)
 GB1658
 GB1658                          SUPERSEDED SURVEY CONTROL
 GB1658
 GB1658  NGVD 29 (??/??/92)  331.278  (m)         1086.87   (f) ADJ UNCH    2 0
 GB1658
 GB1658.Superseded values are not recommended for survey control.
 GB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1658.See file dsdata.txt to determine how the superseded data were derived.
 GB1658
 GB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF464159(NAD 83)
 GB1658_MARKER: DB = BENCH MARK DISK
 GB1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1658_STAMPING: Z 80 1935
 GB1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1658+STABILITY: SURFACE MOTION
 GB1658
 GB1658  HISTORY     - Date     Condition        Report By
 GB1658  HISTORY     - 1935     MONUMENTED       CGS
 GB1658  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1658
 GB1658                          STATION DESCRIPTION
 GB1658
 GB1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1658'7.4 MI N FROM ALGOOD.
 GB1658'IN OVERTON COUNTY, 7.4 MILES NORTH ALONG STATE HIGHWAY 42 FROM
 GB1658'ALGOOD, PUTNAM COUNTY, 75 YARDS SOUTHWEST OF A WILLOW THICKET,
 GB1658'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF A
 GB1658'FENCE CORNER, 2 FEET NORTH OF A RAIL FENCE, AND ABOUT 0.5 FOOT
 GB1658'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z 80 1935 AND
 GB1658'SET IN THE TOP OF A CONCRETE POST.
 GB1658
 GB1658                          STATION RECOVERY (2006)
 GB1658
 GB1658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1648 ***********************************************************************
 GB1648  DESIGNATION -  Z 84
 GB1648  PID         -  GB1648
 GB1648  STATE/COUNTY-  TN/CUMBERLAND
 GB1648  USGS QUAD   -  ISOLINE (1974)
 GB1648
 GB1648                         *CURRENT SURVEY CONTROL
 GB1648  ___________________________________________________________________
 GB1648* NAD 83(1986)-  36 00 30.     (N)    085 04 34.     (W)     SCALED    
 GB1648* NAVD 88     -       517.789  (meters)    1698.78   (feet)  ADJUSTED  
 GB1648  ___________________________________________________________________
 GB1648  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GB1648  DYNAMIC HT  -         517.306 (meters)    1697.19  (feet)  COMP
 GB1648  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GB1648
 GB1648  VERT ORDER  -  SECOND    CLASS 0
 GB1648
 GB1648.The horizontal coordinates were scaled from a topographic map and have
 GB1648.an estimated accuracy of +/- 6 seconds.
 GB1648
 GB1648.The orthometric height was determined by differential leveling
 GB1648.and adjusted by the National Geodetic Survey in June 1991..
 GB1648
 GB1648.The geoid height was determined by GEOID03.
 GB1648
 GB1648.The dynamic height is computed by dividing the NAVD 88
 GB1648.geopotential number by the normal gravity value computed on the
 GB1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1648.degrees latitude (g = 980.6199 gals.).
 GB1648
 GB1648.The modeled gravity was interpolated from observed gravity values.
 GB1648
 GB1648;                    North         East    Units  Estimated Accuracy
 GB1648;SPC TN       -   186,230.      683,290.      MT  (+/- 180 meters Scaled)
 GB1648
 GB1648                          SUPERSEDED SURVEY CONTROL
 GB1648
 GB1648  NGVD 29 (??/??/92)  517.840  (m)         1698.95   (f) ADJ UNCH    2 0
 GB1648
 GB1648.Superseded values are not recommended for survey control.
 GB1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1648.See file dsdata.txt to determine how the superseded data were derived.
 GB1648
 GB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE733865(NAD 83)
 GB1648_MARKER: DB = BENCH MARK DISK
 GB1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1648_STAMPING: Z 84 1935
 GB1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1648+STABILITY: SURFACE MOTION
 GB1648
 GB1648  HISTORY     - Date     Condition        Report By
 GB1648  HISTORY     - 1935     MONUMENTED       CGS
 GB1648
 GB1648                          STATION DESCRIPTION
 GB1648
 GB1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1648'AT CRESTON.
 GB1648'AT CRESTON, CUMBERLAND COUNTY, 85 YARDS WEST OF THE TENNESSEE
 GB1648'CENTRAL RAILWAY STATION, 28 YARDS WEST OF THE CENTER OF A DIRT-ROAD
 GB1648'CROSSING, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 GB1648'22 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 GB1648'TOP OF THE RAIL.  A STANDARD DISK, STAMPED Z 84 1935 AND SET IN
 GB1648'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0359 ***********************************************************************
 GC0359  DESIGNATION -  Z 86
 GC0359  PID         -  GC0359
 GC0359  STATE/COUNTY-  TN/DAVIDSON
 GC0359  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0359
 GC0359                         *CURRENT SURVEY CONTROL
 GC0359  ___________________________________________________________________
 GC0359* NAD 83(1986)-  36 10 11.     (N)    086 47 04.     (W)     SCALED    
 GC0359* NAVD 88     -       131.012  (meters)     429.83   (feet)  ADJUSTED  
 GC0359  ___________________________________________________________________
 GC0359  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0359  DYNAMIC HT  -         130.900 (meters)     429.46  (feet)  COMP
 GC0359  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GC0359
 GC0359  VERT ORDER  -  SECOND    CLASS 0
 GC0359
 GC0359.The horizontal coordinates were scaled from a topographic map and have
 GC0359.an estimated accuracy of +/- 6 seconds.
 GC0359
 GC0359.The orthometric height was determined by differential leveling
 GC0359.and adjusted by the National Geodetic Survey in June 1991..
 GC0359
 GC0359.The geoid height was determined by GEOID03.
 GC0359
 GC0359.The dynamic height is computed by dividing the NAVD 88
 GC0359.geopotential number by the normal gravity value computed on the
 GC0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0359.degrees latitude (g = 980.6199 gals.).
 GC0359
 GC0359.The modeled gravity was interpolated from observed gravity values.
 GC0359
 GC0359;                    North         East    Units  Estimated Accuracy
 GC0359;SPC TN       -   204,030.      529,430.      MT  (+/- 180 meters Scaled)
 GC0359
 GC0359                          SUPERSEDED SURVEY CONTROL
 GC0359
 GC0359  NGVD 29 (??/??/92)  131.036  (m)          429.91   (f) ADJ UNCH    2 0
 GC0359
 GC0359.Superseded values are not recommended for survey control.
 GC0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0359.See file dsdata.txt to determine how the superseded data were derived.
 GC0359
 GC0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF193027(NAD 83)
 GC0359_MARKER: DB = BENCH MARK DISK
 GC0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0359_SP_SET: BRIDGE
 GC0359_STAMPING: Z 86 1935
 GC0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0359
 GC0359  HISTORY     - Date     Condition        Report By
 GC0359  HISTORY     - 1935     MONUMENTED       CGS
 GC0359  HISTORY     - 1960     GOOD             NGS
 GC0359  HISTORY     - 1961     GOOD             NGS
 GC0359
 GC0359                          STATION DESCRIPTION
 GC0359
 GC0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0359'AT NASHVILLE.
 GC0359'AT NASHVILLE, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0359'RAILROAD, AT THE BRIDGE OVER FIFTH AVENUE, IN THE SOUTHEAST END OF
 GC0359'THE SOUTHWEST BRIDGE SEAT, 27 FEET SOUTHWEST OF THE CENTERLINE OF
 GC0359'THE NORTHWEST-AND-SOUTHEAST STREET, 11.2 FEET SOUTHEAST OF THE
 GC0359'SOUTHEAST RAIL, AND ABOUT 5 FEET LOWER THAN THE BASE OF THE
 GC0359'RAIL.  A STANDARD DISK STAMPED Z 86 1935.
 GC0359
 GC0359                          STATION RECOVERY (1961)
 GC0359
 GC0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0187 ***********************************************************************
 GC0187  DESIGNATION -  Z 87
 GC0187  PID         -  GC0187
 GC0187  STATE/COUNTY-  TN/SUMNER
 GC0187  USGS QUAD   -  GALLATIN (1983)
 GC0187
 GC0187                         *CURRENT SURVEY CONTROL
 GC0187  ___________________________________________________________________
 GC0187* NAD 83(1986)-  36 28 50.     (N)    086 27 57.     (W)     SCALED    
 GC0187* NAVD 88     -       254.092  (meters)     833.63   (feet)  ADJUSTED  
 GC0187  ___________________________________________________________________
 GC0187  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0187  DYNAMIC HT  -         253.884 (meters)     832.95  (feet)  COMP
 GC0187  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GC0187
 GC0187  VERT ORDER  -  SECOND    CLASS 0
 GC0187
 GC0187.The horizontal coordinates were scaled from a topographic map and have
 GC0187.an estimated accuracy of +/- 6 seconds.
 GC0187
 GC0187.The orthometric height was determined by differential leveling
 GC0187.and adjusted by the National Geodetic Survey in June 1991..
 GC0187
 GC0187.The geoid height was determined by GEOID03.
 GC0187
 GC0187.The dynamic height is computed by dividing the NAVD 88
 GC0187.geopotential number by the normal gravity value computed on the
 GC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0187.degrees latitude (g = 980.6199 gals.).
 GC0187
 GC0187.The modeled gravity was interpolated from observed gravity values.
 GC0187
 GC0187;                    North         East    Units  Estimated Accuracy
 GC0187;SPC TN       -   238,340.      558,260.      MT  (+/- 180 meters Scaled)
 GC0187
 GC0187                          SUPERSEDED SURVEY CONTROL
 GC0187
 GC0187  NGVD 29 (??/??/92)  254.171  (m)          833.89   (f) ADJ UNCH    2 0
 GC0187
 GC0187.Superseded values are not recommended for survey control.
 GC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0187.See file dsdata.txt to determine how the superseded data were derived.
 GC0187
 GC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF478373(NAD 83)
 GC0187_MARKER: DB = BENCH MARK DISK
 GC0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0187_STAMPING: Z 87 1935
 GC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0187+STABILITY: SURFACE MOTION
 GC0187
 GC0187  HISTORY     - Date     Condition        Report By
 GC0187  HISTORY     - 1935     MONUMENTED       CGS
 GC0187
 GC0187                          STATION DESCRIPTION
 GC0187
 GC0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0187'AT SOUTH TUNNEL.
 GC0187'AT SOUTH TUNNEL, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0187'RAILROAD, 45 FEET NORTH OF THE NORTH END OF THE STATION, 18.7
 GC0187'FEET EAST OF THE EAST RAIL, 32 FEET WEST OF A WIRE FENCE, AND
 GC0187'ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GC0187'STAMPED Z 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1614 ***********************************************************************
 FE1614  DESIGNATION -  Z 88
 FE1614  PID         -  FE1614
 FE1614  STATE/COUNTY-  TN/LAUDERDALE
 FE1614  USGS QUAD   -  FORT PILLOW (1972)
 FE1614
 FE1614                         *CURRENT SURVEY CONTROL
 FE1614  ___________________________________________________________________
 FE1614* NAD 83(1986)-  35 42 12.     (N)    089 44 50.     (W)     SCALED    
 FE1614* NAVD 88     -        74.219  (meters)     243.50   (feet)  ADJUSTED  
 FE1614  ___________________________________________________________________
 FE1614  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1614  DYNAMIC HT  -          74.156 (meters)     243.29  (feet)  COMP
 FE1614  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 FE1614
 FE1614  VERT ORDER  -  FIRST     CLASS II
 FE1614
 FE1614.The horizontal coordinates were scaled from a topographic map and have
 FE1614.an estimated accuracy of +/- 6 seconds.
 FE1614
 FE1614.The orthometric height was determined by differential leveling
 FE1614.and adjusted by the National Geodetic Survey in June 1991..
 FE1614
 FE1614.The geoid height was determined by GEOID03.
 FE1614
 FE1614.The dynamic height is computed by dividing the NAVD 88
 FE1614.geopotential number by the normal gravity value computed on the
 FE1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1614.degrees latitude (g = 980.6199 gals.).
 FE1614
 FE1614.The modeled gravity was interpolated from observed gravity values.
 FE1614
 FE1614;                    North         East    Units  Estimated Accuracy
 FE1614;SPC TN       -   158,490.      260,980.      MT  (+/- 180 meters Scaled)
 FE1614
 FE1614                          SUPERSEDED SURVEY CONTROL
 FE1614
 FE1614  NGVD 29 (??/??/??)   74.180  (m)          243.37   (f) ADJUSTED    1 2
 FE1614
 FE1614.Superseded values are not recommended for survey control.
 FE1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1614.See file dsdata.txt to determine how the superseded data were derived.
 FE1614
 FE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE514545(NAD 83)
 FE1614_MARKER: DB = BENCH MARK DISK
 FE1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1614_STAMPING: Z 88 1957
 FE1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1614+STABILITY: SURFACE MOTION
 FE1614
 FE1614  HISTORY     - Date     Condition        Report By
 FE1614  HISTORY     - 1957     MONUMENTED       CGS
 FE1614  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1614
 FE1614                          STATION DESCRIPTION
 FE1614
 FE1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1614'3.2 MI NW FROM THREE POINT.
 FE1614'3.2 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 FE1614'STATE HIGHWAY 87 AT THREE POINT, NEAR THE SOUTH EDGE OF A
 FE1614'HEAVILY WOODED AREA, 43 FEET NORTH OF THE CENTER LINE OF THE
 FE1614'ROAD, 48 FEET EAST OF A TRIANGULAR BLAZED 20-INCH PECAN TREE, 57
 FE1614'FEET WEST OF A 14-INCH TRIANGULAR BLAZED OAK TREE, 2 FEET EAST
 FE1614'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 FE1614'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 FE1614'GROUND.
 FE1614
 FE1614                          STATION RECOVERY (1971)
 FE1614
 FE1614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1691 ***********************************************************************
 FE1691  DESIGNATION -  Z 89
 FE1691  PID         -  FE1691
 FE1691  STATE/COUNTY-  TN/TIPTON
 FE1691  USGS QUAD   -  NODENA (1983)
 FE1691
 FE1691                         *CURRENT SURVEY CONTROL
 FE1691  ___________________________________________________________________
 FE1691* NAD 83(1986)-  35 30 09.     (N)    089 58 43.     (W)     SCALED    
 FE1691* NAVD 88     -        72.828  (meters)     238.94   (feet)  ADJUSTED  
 FE1691  ___________________________________________________________________
 FE1691  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1691  DYNAMIC HT  -          72.764 (meters)     238.73  (feet)  COMP
 FE1691  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 FE1691
 FE1691  VERT ORDER  -  FIRST     CLASS II
 FE1691
 FE1691.The horizontal coordinates were scaled from a topographic map and have
 FE1691.an estimated accuracy of +/- 6 seconds.
 FE1691
 FE1691.The orthometric height was determined by differential leveling
 FE1691.and adjusted by the National Geodetic Survey in June 1991..
 FE1691
 FE1691.The geoid height was determined by GEOID03.
 FE1691
 FE1691.The dynamic height is computed by dividing the NAVD 88
 FE1691.geopotential number by the normal gravity value computed on the
 FE1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1691.degrees latitude (g = 980.6199 gals.).
 FE1691
 FE1691.The modeled gravity was interpolated from observed gravity values.
 FE1691
 FE1691;                    North         East    Units  Estimated Accuracy
 FE1691;SPC TN       -   137,050.      239,150.      MT  (+/- 180 meters Scaled)
 FE1691
 FE1691                          SUPERSEDED SURVEY CONTROL
 FE1691
 FE1691  NGVD 29 (??/??/??)   72.798  (m)          238.84   (f) ADJUSTED    1 2
 FE1691
 FE1691.Superseded values are not recommended for survey control.
 FE1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1691.See file dsdata.txt to determine how the superseded data were derived.
 FE1691
 FE1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE298328(NAD 83)
 FE1691_MARKER: DB = BENCH MARK DISK
 FE1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1691_STAMPING: Z 89 1957
 FE1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1691+STABILITY: SURFACE MOTION
 FE1691
 FE1691  HISTORY     - Date     Condition        Report By
 FE1691  HISTORY     - 1957     MONUMENTED       CGS
 FE1691  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1691
 FE1691                          STATION DESCRIPTION
 FE1691
 FE1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1691'7.8 MI SW FROM RANDOLPH.
 FE1691'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1691'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1691'ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59, THENCE 0.7
 FE1691'MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES NORTH-NORTHWEST
 FE1691'ALONG A GRAVEL ROAD, THENCE 1.05 MILES SOUTH-SOUTHWEST ALONG A
 FE1691'DIRT FARM ROAD, ABOUT 0.1 MILE EAST OF THE CLIFFORD COLE CLUB
 FE1691'HOUSE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 63 FEET
 FE1691'SOUTH OF A 24-INCH PECAN TREE IN A FENCE CORNER, 57 FEET SOUTH
 FE1691'OF A WELL PUMP, 29 FEET NORTH OF THE CENTER OF A WOODEN CATTLE
 FE1691'GUARD, 1 FOOT EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 FE1691'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 FE1691'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FE1691
 FE1691                          STATION RECOVERY (2002)
 FE1691
 FE1691'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0848 ***********************************************************************
 FD0848  DESIGNATION -  Z 9
 FD0848  PID         -  FD0848
 FD0848  STATE/COUNTY-  TN/LAWRENCE
 FD0848  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0848
 FD0848                         *CURRENT SURVEY CONTROL
 FD0848  ___________________________________________________________________
 FD0848* NAD 83(1986)-  35 14 06.     (N)    087 20 00.     (W)     SCALED    
 FD0848* NAVD 88     -       258.794  (meters)     849.06   (feet)  ADJUSTED  
 FD0848  ___________________________________________________________________
 FD0848  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0848  DYNAMIC HT  -         258.547 (meters)     848.25  (feet)  COMP
 FD0848  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 FD0848
 FD0848  VERT ORDER  -  FIRST     CLASS II
 FD0848
 FD0848.The horizontal coordinates were scaled from a topographic map and have
 FD0848.an estimated accuracy of +/- 6 seconds.
 FD0848
 FD0848.The orthometric height was determined by differential leveling
 FD0848.and adjusted by the National Geodetic Survey in June 1991..
 FD0848
 FD0848.The geoid height was determined by GEOID03.
 FD0848
 FD0848.The dynamic height is computed by dividing the NAVD 88
 FD0848.geopotential number by the normal gravity value computed on the
 FD0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0848.degrees latitude (g = 980.6199 gals.).
 FD0848
 FD0848.The modeled gravity was interpolated from observed gravity values.
 FD0848
 FD0848;                    North         East    Units  Estimated Accuracy
 FD0848;SPC TN       -   100,870.      478,640.      MT  (+/- 180 meters Scaled)
 FD0848
 FD0848                          SUPERSEDED SURVEY CONTROL
 FD0848
 FD0848  NGVD 29 (??/??/92)  258.754  (m)          848.93   (f) ADJ UNCH    1 2
 FD0848
 FD0848.Superseded values are not recommended for survey control.
 FD0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0848.See file dsdata.txt to determine how the superseded data were derived.
 FD0848
 FD0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD696991(NAD 83)
 FD0848_MARKER: DB = BENCH MARK DISK
 FD0848_SETTING: 66 = SET IN ROCK OUTCROP
 FD0848_SP_SET: SET IN ROCK OUTCROP
 FD0848_STAMPING: 849.034 Z 9 1931
 FD0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0848+STABILITY: POSITION/ELEVATION WELL
 FD0848
 FD0848  HISTORY     - Date     Condition        Report By
 FD0848  HISTORY     - 1931     MONUMENTED       CGS
 FD0848  HISTORY     - 1951     MARK NOT FOUND   NGS
 FD0848  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0848
 FD0848                          STATION DESCRIPTION
 FD0848
 FD0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FD0848'1.1 MI S FROM LAWRENCEBURG.
 FD0848'1.1 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0848'THE RAILROAD WATER TANK AT LAWRENCEBURG, LAWRENCE COUNTY, 7-1/4
 FD0848'RAILS NORTH OF THE MIDDLE OF THE RAILROAD BRIDGE OVER SHOALS CREEK,
 FD0848'IN A ROCK LEDGE, 21 FEET EAST OF THE EAST RAIL, AND ABOUT 6 FEET
 FD0848'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 849.034 Z 9 1931.
 FD0848
 FD0848                          STATION RECOVERY (1972)
 FD0848
 FD0848'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1403 ***********************************************************************
 FE1403  DESIGNATION -  Z 90
 FE1403  PID         -  FE1403
 FE1403  STATE/COUNTY-  TN/SHELBY
 FE1403  USGS QUAD   -  MILLINGTON (1997)
 FE1403
 FE1403                         *CURRENT SURVEY CONTROL
 FE1403  ___________________________________________________________________
 FE1403* NAD 83(1986)-  35 17 30.     (N)    089 56 19.     (W)     SCALED    
 FE1403* NAVD 88     -        86.053  (meters)     282.33   (feet)  ADJUSTED  
 FE1403  ___________________________________________________________________
 FE1403  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1403  DYNAMIC HT  -          85.977 (meters)     282.08  (feet)  COMP
 FE1403  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE1403
 FE1403  VERT ORDER  -  SECOND    CLASS 0
 FE1403
 FE1403.The horizontal coordinates were scaled from a topographic map and have
 FE1403.an estimated accuracy of +/- 6 seconds.
 FE1403
 FE1403.The orthometric height was determined by differential leveling
 FE1403.and adjusted by the National Geodetic Survey in June 1991..
 FE1403
 FE1403.The geoid height was determined by GEOID03.
 FE1403
 FE1403.The dynamic height is computed by dividing the NAVD 88
 FE1403.geopotential number by the normal gravity value computed on the
 FE1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1403.degrees latitude (g = 980.6199 gals.).
 FE1403
 FE1403.The modeled gravity was interpolated from observed gravity values.
 FE1403
 FE1403;                    North         East    Units  Estimated Accuracy
 FE1403;SPC TN       -   113,540.      241,830.      MT  (+/- 180 meters Scaled)
 FE1403
 FE1403                          SUPERSEDED SURVEY CONTROL
 FE1403
 FE1403  NGVD 29 (??/??/??)   86.033  (m)          282.26   (f) ADJUSTED    2 0
 FE1403
 FE1403.Superseded values are not recommended for survey control.
 FE1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1403.See file dsdata.txt to determine how the superseded data were derived.
 FE1403
 FE1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE327093(NAD 83)
 FE1403_MARKER: DB = BENCH MARK DISK
 FE1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1403_STAMPING: Z 90 1957
 FE1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1403+STABILITY: SURFACE MOTION
 FE1403
 FE1403  HISTORY     - Date     Condition        Report By
 FE1403  HISTORY     - 1957     MONUMENTED       CGS
 FE1403  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1403
 FE1403                          STATION DESCRIPTION
 FE1403
 FE1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1403'2.2 MI NE FROM WOODSTOCK.
 FE1403'ABOUT 2.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1403'FROM THE STATION AT WOODSTOCK, ABOUT 0.35 MILE SOUTHWEST OF
 FE1403'MILEPOST NO. 378, NEAR A ROAD CROSSING, 42 1/2 FEET NORTHWEST OF
 FE1403'THE NORTHWEST RAIL OF THE SOUTH-BOUND TRACK, 154 FEET
 FE1403'SOUTH-SOUTHWEST OF A FENCE CORNER, 246 FEET NORTHEAST OF THE
 FE1403'CENTER LINE OF THE ROAD, 257 FEET NORTH-NORTHEAST OF THE CENTER
 FE1403'OF THE INTERSECTION OF THE SOUTH BOUND TRACK AND THE ROAD
 FE1403'CROSSING, 7 FEET NORTHEAST OF A TELEPHONE POLE AND IN LINE WITH
 FE1403'ROW OF POLES, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1403'3 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FE1403'CONCRETE POST PROJECTING 4 INCHES.
 FE1403
 FE1403                          STATION RECOVERY (2002)
 FE1403
 FE1403'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1403'SUSPECTED DESTROYED, DUE TO CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1780 ***********************************************************************
 FE1780  DESIGNATION -  Z 91
 FE1780  PID         -  FE1780
 FE1780  STATE/COUNTY-  TN/LAUDERDALE
 FE1780  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1780
 FE1780                         *CURRENT SURVEY CONTROL
 FE1780  ___________________________________________________________________
 FE1780* NAD 83(1986)-  35 46 24.     (N)    089 36 08.     (W)     SCALED    
 FE1780* NAVD 88     -       130.845  (meters)     429.28   (feet)  ADJUSTED  
 FE1780  ___________________________________________________________________
 FE1780  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE1780  DYNAMIC HT  -         130.734 (meters)     428.92  (feet)  COMP
 FE1780  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 FE1780
 FE1780  VERT ORDER  -  FIRST     CLASS I
 FE1780
 FE1780.The horizontal coordinates were scaled from a topographic map and have
 FE1780.an estimated accuracy of +/- 6 seconds.
 FE1780
 FE1780.The orthometric height was determined by differential leveling
 FE1780.and adjusted by the National Geodetic Survey in June 1991..
 FE1780
 FE1780.The geoid height was determined by GEOID03.
 FE1780
 FE1780.The dynamic height is computed by dividing the NAVD 88
 FE1780.geopotential number by the normal gravity value computed on the
 FE1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1780.degrees latitude (g = 980.6199 gals.).
 FE1780
 FE1780.The modeled gravity was interpolated from observed gravity values.
 FE1780
 FE1780;                    North         East    Units  Estimated Accuracy
 FE1780;SPC TN       -   165,760.      274,370.      MT  (+/- 180 meters Scaled)
 FE1780
 FE1780                          SUPERSEDED SURVEY CONTROL
 FE1780
 FE1780  NGVD 29 (??/??/??)  130.833  (m)          429.24   (f) ADJUSTED    1 1
 FE1780
 FE1780.Superseded values are not recommended for survey control.
 FE1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1780.See file dsdata.txt to determine how the superseded data were derived.
 FE1780
 FE1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE647619(NAD 83)
 FE1780_MARKER: DB = BENCH MARK DISK
 FE1780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1780_SP_SET: BUILDING
 FE1780_STAMPING: Z 91 1957
 FE1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1780+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1780
 FE1780  HISTORY     - Date     Condition        Report By
 FE1780  HISTORY     - 1957     MONUMENTED       CGS
 FE1780  HISTORY     - 1974     GOOD             NGS
 FE1780  HISTORY     - 20020809 GOOD             USACE
 FE1780  HISTORY     - 20031014 GOOD             INDIV
 FE1780
 FE1780                          STATION DESCRIPTION
 FE1780
 FE1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1780'0.7 MI W FROM ARP.
 FE1780'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 19 FROM THE ELEMENTARY
 FE1780'BRICK SCHOOL AT ARP, AT A BRICK STORE BUILDING ON NORTH SIDE OF
 FE1780'HIGHWAY OWNED BY MR. JIM FULLEY, BUT RENTED BY J.M. MORRIS
 FE1780'STORE ON THE SOUTH SIDE OF THE HIGHWAY, 42.8 FEET NORTH OF THE
 FE1780'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF
 FE1780'BRICK BUILDING, 1 FOOT WEST OF THE SOUTHEAST CORNER OF BUILDING,
 FE1780'2 1/2 FEET ABOVE GROUND.
 FE1780
 FE1780                          STATION RECOVERY (2002)
 FE1780
 FE1780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1780'RECOVERED IN GOOD CONDITION.
 FE1780
 FE1780                          STATION RECOVERY (2003)
 FE1780
 FE1780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1378 ***********************************************************************
 FE1378  DESIGNATION -  Z 92
 FE1378  PID         -  FE1378
 FE1378  STATE/COUNTY-  TN/SHELBY
 FE1378  USGS QUAD   -  BRUNSWICK (1993)
 FE1378
 FE1378                         *CURRENT SURVEY CONTROL
 FE1378  ___________________________________________________________________
 FE1378* NAD 83(1986)-  35 21 50.     (N)    089 52 20.     (W)     SCALED    
 FE1378* NAVD 88     -        90.190  (meters)     295.90   (feet)  ADJUSTED  
 FE1378  ___________________________________________________________________
 FE1378  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1378  DYNAMIC HT  -          90.110 (meters)     295.64  (feet)  COMP
 FE1378  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FE1378
 FE1378  VERT ORDER  -  SECOND    CLASS 0
 FE1378
 FE1378.The horizontal coordinates were scaled from a topographic map and have
 FE1378.an estimated accuracy of +/- 6 seconds.
 FE1378
 FE1378.The orthometric height was determined by differential leveling
 FE1378.and adjusted by the National Geodetic Survey in June 1991..
 FE1378
 FE1378.The geoid height was determined by GEOID03.
 FE1378
 FE1378.The dynamic height is computed by dividing the NAVD 88
 FE1378.geopotential number by the normal gravity value computed on the
 FE1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1378.degrees latitude (g = 980.6199 gals.).
 FE1378
 FE1378.The modeled gravity was interpolated from observed gravity values.
 FE1378
 FE1378;                    North         East    Units  Estimated Accuracy
 FE1378;SPC TN       -   121,300.      248,180.      MT  (+/- 180 meters Scaled)
 FE1378
 FE1378                          SUPERSEDED SURVEY CONTROL
 FE1378
 FE1378  NGVD 29 (??/??/??)   90.168  (m)          295.83   (f) ADJUSTED    2 0
 FE1378
 FE1378.Superseded values are not recommended for survey control.
 FE1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1378.See file dsdata.txt to determine how the superseded data were derived.
 FE1378
 FE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE390171(NAD 83)
 FE1378_MARKER: DB = BENCH MARK DISK
 FE1378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1378_SP_SET: OVERPASS
 FE1378_STAMPING: Z 92 1957
 FE1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1378
 FE1378  HISTORY     - Date     Condition        Report By
 FE1378  HISTORY     - 1957     MONUMENTED       CGS
 FE1378  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE1378
 FE1378                          STATION DESCRIPTION
 FE1378
 FE1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1378'1.8 MI NE FROM MILLINGTON.
 FE1378'ABOUT 1.85 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1378'FROM THE STATION AT MILLINGTON, ABOUT 0.15 MILE SOUTHWEST OF
 FE1378'MILEPOST NO. 372, ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 FE1378'HEADWALL OF THE RAILROAD OVERPASS OVER SHIPP ROAD, 7 FEET
 FE1378'SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/4 FEET NORTHEAST OF THE
 FE1378'SOUTHWEST END OF THE HEADWALL AND 2 1/2 FEET BELOW THE TRACK.
 FE1378
 FE1378                          STATION RECOVERY (2002)
 FE1378
 FE1378'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1378'SHIPP RD. NONEXISTENT NOW. MONUMANE PROBABLEY STILL EXISTS. 15 MINUTE
 FE1378'HIKE TIME TO MONUMENT NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1745 ***********************************************************************
 FE1745  DESIGNATION -  Z 93
 FE1745  PID         -  FE1745
 FE1745  STATE/COUNTY-  TN/TIPTON
 FE1745  USGS QUAD   -  COVINGTON (1983)
 FE1745
 FE1745                         *CURRENT SURVEY CONTROL
 FE1745  ___________________________________________________________________
 FE1745* NAD 83(1986)-  35 31 58.     (N)    089 39 54.     (W)     SCALED    
 FE1745* NAVD 88     -       110.247  (meters)     361.70   (feet)  ADJUSTED  
 FE1745  ___________________________________________________________________
 FE1745  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1745  DYNAMIC HT  -         110.153 (meters)     361.39  (feet)  COMP
 FE1745  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 FE1745
 FE1745  VERT ORDER  -  SECOND    CLASS 0
 FE1745
 FE1745.The horizontal coordinates were scaled from a topographic map and have
 FE1745.an estimated accuracy of +/- 6 seconds.
 FE1745
 FE1745.The orthometric height was determined by differential leveling
 FE1745.and adjusted by the National Geodetic Survey in June 1991..
 FE1745
 FE1745.The geoid height was determined by GEOID03.
 FE1745
 FE1745.The dynamic height is computed by dividing the NAVD 88
 FE1745.geopotential number by the normal gravity value computed on the
 FE1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1745.degrees latitude (g = 980.6199 gals.).
 FE1745
 FE1745.The modeled gravity was interpolated from observed gravity values.
 FE1745
 FE1745;                    North         East    Units  Estimated Accuracy
 FE1745;SPC TN       -   139,300.      267,700.      MT  (+/- 180 meters Scaled)
 FE1745
 FE1745                          SUPERSEDED SURVEY CONTROL
 FE1745
 FE1745  NGVD 29 (??/??/??)  110.226  (m)          361.63   (f) ADJUSTED    2 0
 FE1745
 FE1745.Superseded values are not recommended for survey control.
 FE1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1745.See file dsdata.txt to determine how the superseded data were derived.
 FE1745
 FE1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE583353(NAD 83)
 FE1745_MARKER: P = PIPE CAP
 FE1745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1745_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1745_STAMPING: Z 93 1957
 FE1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1745
 FE1745  HISTORY     - Date     Condition        Report By
 FE1745  HISTORY     - 1957     MONUMENTED       CGS
 FE1745
 FE1745                          STATION DESCRIPTION
 FE1745
 FE1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1745'2.6 MI SW FROM COVINGTON.
 FE1745'2.6 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1745'THE STATION AT COVINGTON, ABOUT 0.2 MILE NORTHEAST OF A WOODEN
 FE1745'OVERPASS, 8 1/2 RAILS NORTHEAST OF MILEPOST NO. 355, 41 1/2 FEET
 FE1745'SOUTHEAST OF THE SOUTHEAST RAIL, 125 FEET SOUTHWEST OF A FENCE
 FE1745'CORNER AT AN OFFSET IN THE RIGHT-OF-WAY FENCE LINE, 58 FEET
 FE1745'NORTH-NORTHEAST OF TELEPHONE POLE NO. 5720, 23 FEET WEST OF
 FE1745'TELEPHONE POLE NO. 5719, 221 1/2 FEET NORTHEAST OF THE NORTHEAST
 FE1745'END OF THE SOUTHEAST CONCRETE HEADWALL OF A 42-INCH IRON PIPE
 FE1745'CULVERT UNDER THE TRACK, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 FE1745'FENCE AND ON TOP OF A SMALL RISE, 5 FEET BELOW THE LEVEL OF THE
 FE1745'TRACK, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING
 FE1745'7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1529 ***********************************************************************
 FE1529  DESIGNATION -  Z 94
 FE1529  PID         -  FE1529
 FE1529  STATE/COUNTY-  TN/DYER
 FE1529  USGS QUAD   -  CHIC (1983)
 FE1529
 FE1529                         *CURRENT SURVEY CONTROL
 FE1529  ___________________________________________________________________
 FE1529* NAD 83(1986)-  35 56 28.     (N)    089 38 28.     (W)     SCALED    
 FE1529* NAVD 88     -        79.519  (meters)     260.89   (feet)  ADJUSTED  
 FE1529  ___________________________________________________________________
 FE1529  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1529  DYNAMIC HT  -          79.452 (meters)     260.67  (feet)  COMP
 FE1529  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 FE1529
 FE1529  VERT ORDER  -  FIRST     CLASS II
 FE1529
 FE1529.The horizontal coordinates were scaled from a topographic map and have
 FE1529.an estimated accuracy of +/- 6 seconds.
 FE1529
 FE1529.The orthometric height was determined by differential leveling
 FE1529.and adjusted by the National Geodetic Survey in June 1991..
 FE1529
 FE1529.The geoid height was determined by GEOID03.
 FE1529
 FE1529.The dynamic height is computed by dividing the NAVD 88
 FE1529.geopotential number by the normal gravity value computed on the
 FE1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1529.degrees latitude (g = 980.6199 gals.).
 FE1529
 FE1529.The modeled gravity was interpolated from observed gravity values.
 FE1529
 FE1529;                    North         East    Units  Estimated Accuracy
 FE1529;SPC TN       -   184,490.      271,550.      MT  (+/- 180 meters Scaled)
 FE1529
 FE1529                          SUPERSEDED SURVEY CONTROL
 FE1529
 FE1529  NGVD 29 (??/??/??)   79.462  (m)          260.70   (f) ADJUSTED    1 2
 FE1529
 FE1529.Superseded values are not recommended for survey control.
 FE1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1529.See file dsdata.txt to determine how the superseded data were derived.
 FE1529
 FE1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE617806(NAD 83)
 FE1529_MARKER: DB = BENCH MARK DISK
 FE1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1529_STAMPING: Z 94 1957
 FE1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1529+STABILITY: SURFACE MOTION
 FE1529
 FE1529  HISTORY     - Date     Condition        Report By
 FE1529  HISTORY     - 1957     MONUMENTED       CGS
 FE1529  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1529
 FE1529                          STATION DESCRIPTION
 FE1529
 FE1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1529'2.1 MI SE FROM CHIC.
 FE1529'2.1 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE CONCRETE
 FE1529'BLOCK SCHOOL BUILDING AT CHIC, ABOUT 0.95 MILE SOUTHEAST OF
 FE1529'HOLLINESS CHURCH AT CHIC, 32 FEET NORTHEAST OF NORTHEAST EDGE OF
 FE1529'CONCRETE PAVEMENT, 130 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO.
 FE1529'226, 42 1/2 FEET SOUTHWEST OF SOUTH CORNER OF A MACHINE SHED,
 FE1529'24 1/2 FEET WEST OF WEST CORNER OF A FRAME HOUSE COVERED WITH
 FE1529'GRAY TAR PAPER, 8 FEET WEST-SOUTHWEST OF A LONE 6-INCH WILLOW
 FE1529'TREE, 1 FOOT NORTHWEST OF A LAWN FENCE, 2 FEET SOUTHWEST OF A
 FE1529'CONCRETE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FE1529'PROJECTING 2 INCHES.
 FE1529
 FE1529                          STATION RECOVERY (2002)
 FE1529
 FE1529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0867 ***********************************************************************
 GD0867  DESIGNATION -  Z 95
 GD0867  PID         -  GD0867
 GD0867  STATE/COUNTY-  TN/DYER
 GD0867  USGS QUAD   -  TENNEMO (1983)
 GD0867
 GD0867                         *CURRENT SURVEY CONTROL
 GD0867  ___________________________________________________________________
 GD0867* NAD 83(1986)-  36 10 30.     (N)    089 34 58.     (W)     SCALED    
 GD0867* NAVD 88     -        81.229  (meters)     266.50   (feet)  ADJUSTED  
 GD0867  ___________________________________________________________________
 GD0867  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0867  DYNAMIC HT  -          81.161 (meters)     266.28  (feet)  COMP
 GD0867  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GD0867
 GD0867  VERT ORDER  -  FIRST     CLASS II
 GD0867
 GD0867.The horizontal coordinates were scaled from a topographic map and have
 GD0867.an estimated accuracy of +/- 6 seconds.
 GD0867
 GD0867.The orthometric height was determined by differential leveling
 GD0867.and adjusted by the National Geodetic Survey in June 1991..
 GD0867
 GD0867.The geoid height was determined by GEOID03.
 GD0867
 GD0867.The dynamic height is computed by dividing the NAVD 88
 GD0867.geopotential number by the normal gravity value computed on the
 GD0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0867.degrees latitude (g = 980.6199 gals.).
 GD0867
 GD0867.The modeled gravity was interpolated from observed gravity values.
 GD0867
 GD0867;                    North         East    Units  Estimated Accuracy
 GD0867;SPC TN       -   210,230.      277,760.      MT  (+/- 180 meters Scaled)
 GD0867
 GD0867                          SUPERSEDED SURVEY CONTROL
 GD0867
 GD0867  NGVD 29 (??/??/??)   81.155  (m)          266.26   (f) ADJUSTED    1 2
 GD0867
 GD0867.Superseded values are not recommended for survey control.
 GD0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0867.See file dsdata.txt to determine how the superseded data were derived.
 GD0867
 GD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF677064(NAD 83)
 GD0867_MARKER: DB = BENCH MARK DISK
 GD0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0867_STAMPING: Z 95 1957
 GD0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0867+STABILITY: SURFACE MOTION
 GD0867
 GD0867  HISTORY     - Date     Condition        Report By
 GD0867  HISTORY     - 1957     MONUMENTED       CGS
 GD0867
 GD0867                          STATION DESCRIPTION
 GD0867
 GD0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0867'1.6 MI NW FROM TENNEMO.
 GD0867'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 GD0867'OF GRAVEL ROAD SOUTH ALONG OLD LEVEE AT TENNEMO, THENCE ABOUT
 GD0867'1.25 MILES NORTH AND WEST ALONG A GRAVEL ROAD, NEAR THE END
 GD0867'OF GRAVEL ROAD AND BRIDGE OVER BLUE BANK BAYOU, 39 FEE SOUTHEAST
 GD0867'OF CENTER LINE OF ROAD, 150 FEET EAST OF CENTER LINE OF ROAD
 GD0867'AT SOUTH END OF BRIDGE, 2 1/2 FEET NORTH OF NORTH FACE OF A 60-INCH
 GD0867'PECAN TREE, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 GD0867'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0926 ***********************************************************************
 GA0926  DESIGNATION -  Z 97
 GA0926  PID         -  GA0926
 GA0926  STATE/COUNTY-  TN/SULLIVAN
 GA0926  USGS QUAD   -  LOVELACE (1971)
 GA0926
 GA0926                         *CURRENT SURVEY CONTROL
 GA0926  ___________________________________________________________________
 GA0926* NAD 83(1986)-  36 27 50.     (N)    082 41 31.     (W)     SCALED    
 GA0926* NAVD 88     -       443.490  (meters)    1455.02   (feet)  ADJUSTED  
 GA0926  ___________________________________________________________________
 GA0926  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0926  DYNAMIC HT  -         443.086 (meters)    1453.69  (feet)  COMP
 GA0926  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA0926
 GA0926  VERT ORDER  -  SECOND    CLASS 0
 GA0926
 GA0926.The horizontal coordinates were scaled from a topographic map and have
 GA0926.an estimated accuracy of +/- 6 seconds.
 GA0926
 GA0926.The orthometric height was determined by differential leveling
 GA0926.and adjusted by the National Geodetic Survey in June 1991..
 GA0926
 GA0926.The geoid height was determined by GEOID03.
 GA0926
 GA0926.The dynamic height is computed by dividing the NAVD 88
 GA0926.geopotential number by the normal gravity value computed on the
 GA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0926.degrees latitude (g = 980.6199 gals.).
 GA0926
 GA0926.The modeled gravity was interpolated from observed gravity values.
 GA0926
 GA0926;                    North         East    Units  Estimated Accuracy
 GA0926;SPC TN       -   241,400.      896,460.      MT  (+/- 180 meters Scaled)
 GA0926
 GA0926                          SUPERSEDED SURVEY CONTROL
 GA0926
 GA0926  NGVD 29 (??/??/92)  443.632  (m)         1455.48   (f) ADJ UNCH    2 0
 GA0926
 GA0926.Superseded values are not recommended for survey control.
 GA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0926.See file dsdata.txt to determine how the superseded data were derived.
 GA0926
 GA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA484367(NAD 83)
 GA0926_MARKER: DB = BENCH MARK DISK
 GA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0926_STAMPING: Z 97 1935
 GA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0926+STABILITY: SURFACE MOTION
 GA0926
 GA0926  HISTORY     - Date     Condition        Report By
 GA0926  HISTORY     - 1935     MONUMENTED       CGS
 GA0926
 GA0926                          STATION DESCRIPTION
 GA0926
 GA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0926'1.3 MI N FROM BLAIR GAP.
 GA0926'IN HAWKINS COUNTY, 1.3 MILES NORTH ALONG THE CHURCH HILL ROAD
 GA0926'FROM THE POST OFFICE AT BLAIR GAP, SULLIVAN COUNTY, 45 FEET EAST
 GA0926'OF A CREEK, 10 FEET SOUTH OF THE J. MULLENS RESIDENCE, 15 FEET
 GA0926'NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE
 GA0926'ROAD.  A STANDARD DISK, STAMPED Z 97 1935 AND SET IN THE TOP OF
 GA0926'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0826 ***********************************************************************
 GA0826  DESIGNATION -  Z 98
 GA0826  PID         -  GA0826
 GA0826  STATE/COUNTY-  TN/GREENE
 GA0826  USGS QUAD   -  GREENEVILLE (1961)
 GA0826
 GA0826                         *CURRENT SURVEY CONTROL
 GA0826  ___________________________________________________________________
 GA0826* NAD 83(1995)-  36 12 56.19172(N)    082 47 39.10232(W)     ADJUSTED  
 GA0826* NAVD 88     -       464.429  (meters)    1523.71   (feet)  ADJUSTED  
 GA0826  ___________________________________________________________________
 GA0826  X           -     646,265.976 (meters)                     COMP
 GA0826  Y           -  -5,111,557.075 (meters)                     COMP
 GA0826  Z           -   3,747,776.123 (meters)                     COMP
 GA0826  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GA0826  ELLIP HEIGHT-         433.11  (meters)          (06/20/02) GPS OBS
 GA0826  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0826  DYNAMIC HT  -         463.992 (meters)    1522.28  (feet)  COMP
 GA0826  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 GA0826
 GA0826  HORZ ORDER  -  FIRST
 GA0826  VERT ORDER  -  SECOND    CLASS 0
 GA0826  ELLP ORDER  -  FIRST     CLASS I
 GA0826
 GA0826.The horizontal coordinates were established by GPS observations
 GA0826.and adjusted by the National Geodetic Survey in June 2002..
 GA0826
 GA0826.The orthometric height was determined by differential leveling
 GA0826.and adjusted by the National Geodetic Survey in June 1991..
 GA0826
 GA0826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0826
 GA0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0826
 GA0826.The ellipsoidal height was determined by GPS observations
 GA0826.and is referenced to NAD 83.
 GA0826
 GA0826.The geoid height was determined by GEOID03.
 GA0826
 GA0826.The dynamic height is computed by dividing the NAVD 88
 GA0826.geopotential number by the normal gravity value computed on the
 GA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0826.degrees latitude (g = 980.6199 gals.).
 GA0826
 GA0826.The modeled gravity was interpolated from observed gravity values.
 GA0826
 GA0826;                    North         East     Units Scale Factor Converg.
 GA0826;SPC TN       -   213,559.262   888,198.302   MT  0.99997051   +1 52 36.5
 GA0826;SPC TN       -   700,652.35  2,914,030.60   sFT  0.99997051   +1 52 36.5
 GA0826;UTM  17      - 4,009,355.232   338,726.752   MT  0.99992047   -1 03 37.0
 GA0826
 GA0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0826!SPC TN       -   0.99993203  x   0.99997051  =   0.99990254
 GA0826!UTM  17      -   0.99993203  x   0.99992047  =   0.99985251
 GA0826
 GA0826                          SUPERSEDED SURVEY CONTROL
 GA0826
 GA0826  NAVD 88 (06/20/02)  464.43   (m)         1523.7    (f) LEVELING    3  
 GA0826  NGVD 29 (??/??/92)  464.560  (m)         1524.14   (f) ADJ UNCH    2 0
 GA0826
 GA0826.Superseded values are not recommended for survey control.
 GA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0826.See file dsdata.txt to determine how the superseded data were derived.
 GA0826
 GA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3872709355(NAD 83)
 GA0826_MARKER: DB = BENCH MARK DISK
 GA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0826_STAMPING: Z 98 1935
 GA0826_MARK LOGO: CGS   
 GA0826_PROJECTION: FLUSH
 GA0826_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0826+STABILITY: SURFACE MOTION
 GA0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0826+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2001
 GA0826
 GA0826  HISTORY     - Date     Condition        Report By
 GA0826  HISTORY     - 1935     MONUMENTED       CGS
 GA0826  HISTORY     - 1955     GOOD             TVA
 GA0826  HISTORY     - 20011214 GOOD             NGS
 GA0826
 GA0826                          STATION DESCRIPTION
 GA0826
 GA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0826'4.6 MI NE FROM GREENEVILLE.
 GA0826'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0826'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 142 FEET SOUTHWEST
 GA0826'OF SOUTH CORNER OF A RESIDENCE (FORMERLY GAS STATION), 35 YARDS
 GA0826'SOUTHWEST OF A CONCRETE BRIDGE, AT THE JAMES BAB RESIDENCE,
 GA0826'9 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 16 YARDS SOUTHEAST
 GA0826'OF THE FRONT STEPS OF THE HOUSE, 1-1/2 YARDS NORTH OF A WIRE
 GA0826'FENCE LINE, 3 FEET LOWER THAN THE HIGHWAY, 4.3 FEET NORTHEAST
 GA0826'OF A STEEL WITNESS POST AND 6 FEET EAST OF HIGHWAY RIGHT OF
 GA0826'WAY MARKER POST.  A STANDARD DISK, STAMPED Z 98 1935 AND SET IN
 GA0826'THE TOP OF A CONCRETE POST.
 GA0826
 GA0826                          STATION RECOVERY (1955)
 GA0826
 GA0826'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0826'RECOVERED IN GOOD CONDITION.
 GA0826
 GA0826                          STATION RECOVERY (2001)
 GA0826
 GA0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA0826'THE STATION IS LOCATED ABOUT 6.4 KM NORTHEAST OF GREENVILLE ALONG
 GA0826'THE NORTHWEST RIGHT-OF-WAY OF STATE HIGHWAY 93N, SOUTHWEST OF
 GA0826'A SMALL CONCRETE BRIDGE, NEAR THE SOUTHEAST CORNER OF THE FRONT
 GA0826'YARD OF A WHITE FRAME HOUSE NUMBER 3185, JUST SOUTH OF A NORTH
 GA0826'FENCE CORNER OF A FIELD, JUST EAST OF THE FENCE AND JUST
 GA0826'NORTHEAST OF A METAL FENCE POST AND TENNESSEE VALLEY AUTHORITY
 GA0826'WITNESS POST.
 GA0826' 
 GA0826'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.
 GA0826' 
 GA0826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E, 321
 GA0826'AND STATE HIGHWAY 93N, GO NORTHEAST FOR 5.0 KM ON HIGHWAY 93N TO
 GA0826'THE HOUSE AT 3185 ON THE LEFT AND THE STATION BY THE FENCE.
 GA0826' 
 GA0826'NOTE--THE DATUM POINT IS THE CENTER OF A CROSS CAST IN THE TOP
 GA0826'CENTER OF A STANDARD BRASS COAST AND GEODETIC SURVEY BENCH
 GA0826'MARK DISK SET IN TOP OF A 6 X 6 INCH CONCRETE POST FLUSH WITH THE
 GA0826'GROUND SURFACE.
 GA0826' 
 GA0826'STATION IS 32.0 M SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GA0826'CONCRETE BRIDGE, 14.6 M SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA0826'CONCRETE STEPS OF THE HOUSE, 8.35 M WEST-NORTHWEST OF THE
 GA0826'HIGHWAY 93 CENTER, 4.0 M SOUTH OF A FENCE CORNER, 1.8 M
 GA0826'EAST-SOUTHEAST OF A BARBED WIRE FENCE, 1.8 M EAST OF A CONCRETE
 GA0826'HIGHWAY RIGHT-OF-WAY MARKER THAT HAS BEEN BROKEN OFF, 1.3 M
 GA0826'NORTHEAST OF A METAL FENCE POST WITH A U.S. GOVERNMENT AND
 GA0826'TENNESSEE VALLEY AUTHORITY WITNESS SIGN, AND THE MONUMENT IS
 GA0826'ABOUT 0.8 M BELOW THE HIGHWAY LEVEL AND FLUSH WITH THE GROUND
 GA0826'SURFACE.  BY R.G. HAYES
 GA0826' 
 GA0826' 
 GA0826'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0891 ***********************************************************************
 GA0891  DESIGNATION -  Z 99
 GA0891  PID         -  GA0891
 GA0891  STATE/COUNTY-  TN/GREENE
 GA0891  USGS QUAD   -  BAILEYTON (1971)
 GA0891
 GA0891                         *CURRENT SURVEY CONTROL
 GA0891  ___________________________________________________________________
 GA0891* NAD 83(1986)-  36 19 57.     (N)    082 50 14.     (W)     SCALED    
 GA0891* NAVD 88     -       365.375  (meters)    1198.73   (feet)  ADJUSTED  
 GA0891  ___________________________________________________________________
 GA0891  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0891  DYNAMIC HT  -         365.038 (meters)    1197.63  (feet)  COMP
 GA0891  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA0891
 GA0891  VERT ORDER  -  SECOND    CLASS 0
 GA0891
 GA0891.The horizontal coordinates were scaled from a topographic map and have
 GA0891.an estimated accuracy of +/- 6 seconds.
 GA0891
 GA0891.The orthometric height was determined by differential leveling
 GA0891.and adjusted by the National Geodetic Survey in June 1991..
 GA0891
 GA0891.The geoid height was determined by GEOID03.
 GA0891
 GA0891.The dynamic height is computed by dividing the NAVD 88
 GA0891.geopotential number by the normal gravity value computed on the
 GA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0891.degrees latitude (g = 980.6199 gals.).
 GA0891
 GA0891.The modeled gravity was interpolated from observed gravity values.
 GA0891
 GA0891;                    North         East    Units  Estimated Accuracy
 GA0891;SPC TN       -   226,400.      883,910.      MT  (+/- 180 meters Scaled)
 GA0891
 GA0891                          SUPERSEDED SURVEY CONTROL
 GA0891
 GA0891  NGVD 29 (??/??/92)  365.513  (m)         1199.19   (f) ADJ UNCH    2 0
 GA0891
 GA0891.Superseded values are not recommended for survey control.
 GA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0891.See file dsdata.txt to determine how the superseded data were derived.
 GA0891
 GA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA351223(NAD 83)
 GA0891_MARKER: DB = BENCH MARK DISK
 GA0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0891_SP_SET: BUILDING
 GA0891_STAMPING: Z 99 1935
 GA0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0891
 GA0891  HISTORY     - Date     Condition        Report By
 GA0891  HISTORY     - 1935     MONUMENTED       CGS
 GA0891  HISTORY     - 1961     GOOD             NGS
 GA0891
 GA0891                          STATION DESCRIPTION
 GA0891
 GA0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0891'AT BAILEYTON.
 GA0891'AT BAILEYTON, GREENE COUNTY, AT THE JUNCTION OF THE VAN HILL ROAD
 GA0891'AND THE ROMEO ROAD, 23 FEET WEST OF THE CENTERLINE OF THE VAN
 GA0891'HILL ROAD, 34 FEET NORTH OF THE CENTERLINE OF THE ROMEO ROAD,
 GA0891'IN THE EAST FACE OF THE H.B. KELLY STORE, 6 INCHES NORTH OF THE
 GA0891'SOUTHEAST CORNER, 21 FEET WEST OF THE CENTER OF HIGHWAY AND 3
 GA0891'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Z 99 1935
 GA0891'AND SET VERTICALLY.  NOTE-- BAILEYTON POST OFFICE OCCUPIES SAME
 GA0891'BUILDING AS KELLYS STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0640 ***********************************************************************
 GC0640  DESIGNATION -  ZENO
 GC0640  PID         -  GC0640
 GC0640  STATE/COUNTY-  TN/DAVIDSON
 GC0640  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0640
 GC0640                         *CURRENT SURVEY CONTROL
 GC0640  ___________________________________________________________________
 GC0640* NAD 83(1995)-  36 08 33.62851(N)    086 44 22.53836(W)     ADJUSTED  
 GC0640* NAVD 88     -       179.226  (meters)     588.01   (feet)  ADJUSTED  
 GC0640  ___________________________________________________________________
 GC0640  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GC0640  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0640  DYNAMIC HT  -         179.073 (meters)     587.51  (feet)  COMP
 GC0640  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0640
 GC0640  HORZ ORDER  -  SECOND
 GC0640  VERT ORDER  -  SECOND    CLASS 0
 GC0640
 GC0640.The horizontal coordinates were established by classical geodetic methods
 GC0640.and adjusted by the National Geodetic Survey in April 1999..
 GC0640
 GC0640.The orthometric height was determined by differential leveling
 GC0640.and adjusted by the National Geodetic Survey in June 1991..
 GC0640
 GC0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0640
 GC0640.The geoid height was determined by GEOID03.
 GC0640
 GC0640.The dynamic height is computed by dividing the NAVD 88
 GC0640.geopotential number by the normal gravity value computed on the
 GC0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0640.degrees latitude (g = 980.6199 gals.).
 GC0640
 GC0640.The modeled gravity was interpolated from observed gravity values.
 GC0640
 GC0640;                    North         East     Units Scale Factor Converg.
 GC0640;SPC TN       -   200,997.489   533,438.907   MT  0.99996286   -0 25 58.8
 GC0640;SPC TN       -   659,439.26  1,750,124.15   sFT  0.99996286   -0 25 58.8
 GC0640;UTM  16      - 3,999,804.739   523,427.452   MT  0.99960676   +0 09 12.9
 GC0640
 GC0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0640!SPC TN       -   0.99997646  x   0.99996286  =   0.99993932
 GC0640!UTM  16      -   0.99997646  x   0.99960676  =   0.99958323
 GC0640
 GC0640|---------------------------------------------------------------------|
 GC0640| PID    Reference Object                     Distance      Geod. Az  |
 GC0640|                                                           dddmmss.s |
 GC0640| GC0641 ZENO RM 1                            13.185 METERS 21612     |
 GC0640| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 1.5 KM 2470811.5 |
 GC0640| GC2242 NASHVILLE TVA MICROWAVE TOWER       APPROX. 1.6 KM 3403541.8 |
 GC0640| GC0639 ZENO RM 2                            17.599 METERS 34646     |
 GC0640|---------------------------------------------------------------------|
 GC0640
 GC0640                          SUPERSEDED SURVEY CONTROL
 GC0640
 GC0640  NAD 83(1995)-  36 08 33.63061(N)    086 44 22.54048(W) AD(       ) 2
 GC0640  NAD 83(1995)-  36 08 33.63269(N)    086 44 22.54021(W) AD(       ) 2
 GC0640  NAD 83(1986)-  36 08 33.63861(N)    086 44 22.54139(W) AD(       ) 2
 GC0640  NAD 27      -  36 08 33.43280(N)    086 44 22.54760(W) AD(       ) 2
 GC0640  NGVD 29 (??/??/92)  179.244  (m)          588.07   (f) ADJ UNCH    2 0
 GC0640
 GC0640.Superseded values are not recommended for survey control.
 GC0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0640.See file dsdata.txt to determine how the superseded data were derived.
 GC0640
 GC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2342799805(NAD 83)
 GC0640_MARKER: DS = TRIANGULATION STATION DISK
 GC0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0640_STAMPING: ZENO 1959
 GC0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0640+STABILITY: SURFACE MOTION
 GC0640
 GC0640  HISTORY     - Date     Condition        Report By
 GC0640  HISTORY     - 1959     MONUMENTED       CGS
 GC0640  HISTORY     - 1960     GOOD             NGS
 GC0640  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 GC0640
 GC0640                          STATION DESCRIPTION
 GC0640
 GC0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0640'THE STATION IS LOCATED ON A LONE KNOLL COVERED WITH HEDGE TREES.
 GC0640'ABOUT 3.0 MILES SOUTHEAST OF DOWNTOWN NASHVILLE, ABOUT 0.1 MILE
 GC0640'SOUTH OF ELM HILL PIKE, ABOUT 0.1 MILE NORTH OF MURFREESBORO PIKE,
 GC0640'ABOUT 0.1 MILE WEST OF TRANSIT AVENUE AND ON DR. BRUCE POOLE
 GC0640'PROPERTY.
 GC0640'
 GC0640'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 70 N
 GC0640'AND TRANSIT AVENUE IN THE SOUTHEAST SECTION OF NASHVILLE, GO
 GC0640'NORTH ON TRANSIT AVENUE FOR 0.1 MILE TO ROGER MANUFACTURING COMPANY
 GC0640'ON THE RIGHT AND A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO
 GC0640'WEST ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE KNOLL AND
 GC0640'THE STATION AS DESCRIBED.
 GC0640'
 GC0640'STATION MARK IS SET ON THE HIGHEST POINT OF THE KNOLL, 15 FEET EAST
 GC0640'OF A TRIANGLE BLAZED HEDGE TREE AND 10 FEET SOUTHEAST OF A
 GC0640'WITNESS SIGN.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 GC0640'AND IS STAMPED ZENO 1959.
 GC0640'
 GC0640'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0640'OUTCROPPING BEDROCK AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 GC0640'THE MARK IS SET FLUSH WITH THE BEDROCK WHICH PROJECTS 12 INCHES ON
 GC0640'THE SOUTH SIDE AND IS STAMPED ZENO NO.1 1959.
 GC0640'
 GC0640'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0640'OUTCROPPING BEDROCK AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 GC0640'THE MARK IS SET FLUSH WITH THE BEDROCK WHICH PROJECTS 12 INCHES ON
 GC0640'ALL SIDES EXCEPT THE SOUTH SIDE AND IS STAMPED ZENO NO. 2 1959.
 GC0640'
 GC0640'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 GC0640'
 GC0640'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 GC0640
 GC0640                          STATION RECOVERY (1960)
 GC0640
 GC0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0640'AT NASHVILLE.
 GC0640'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 N
 GC0640'AND TRANSIT AVENUE IN WOUTHEAST NASHVILLE, GO NORTH ON TRANSIT
 GC0640'AVENUE FOR 0.1 MILE TO ROGER MANUFACTURING COMPANY ON THE RIGHT
 GC0640'AND A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO WEST ON THE
 GC0640'DIM TRACK ROAD FOR 0.1 MILE TO THE TOP OF A KNOLL.  THE STATION
 GC0640'MARK IS ON THE HIGHEST POINT OF THE KNOLL, 10 FT. SOUTHEAST OF A
 GC0640'WITNESS SIGN AND 15 FT. EAST OF A TRIANGLE BLAZED TREE, IN THE TOP
 GC0640'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0640
 GC0640                          STATION RECOVERY (1961)
 GC0640
 GC0640'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0640'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC0640'EXCELLENT CONDITION.  THE ORIGINAL TO REACH FOR THE STATION, AND
 GC0640'DESCRIPTION OF THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GC0640'2 IS COMPLETELY ADEQUATE.  DUE TO CONSTRUCTION, THE MARKS WOULD
 GC0640'BE DESTROYED.
 GC0640'
 GC0640'A NEW STATION MARK ZENO 2 1961, REFERENCE MARK NO. 3, REFERENCE MARK
 GC0640'NO. 4, AND AZIMUTH MARK ZENO 2 1961, WERE ESTABLISHED BY
 GC0640'THE TENNESSEE HIGHWAY GEODETIC SURVEY SECTION THIS DATE.  SEE
 GC0640'DESCRIPTION THEREOF.
 GC0640'
 GC0640'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 GC0640'MEASURED, THE OLD MARKS, ZENO 1959, REFERENCE MARK NO. 1,
 GC0640'REFERENCE MARK NO. 2, WERE DESTROYED, AND THE DISKS WERE REMOVED FOR
 GC0640'SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0642 ***********************************************************************
 GC0642  DESIGNATION -  ZENO 2
 GC0642  PID         -  GC0642
 GC0642  STATE/COUNTY-  TN/DAVIDSON
 GC0642  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0642
 GC0642                         *CURRENT SURVEY CONTROL
 GC0642  ___________________________________________________________________
 GC0642* NAD 83(1995)-  36 09 22.62058(N)    086 44 36.22644(W)     ADJUSTED  
 GC0642* NAVD 88     -       129.33   (meters)     424.3    (feet)  RESET     
 GC0642  ___________________________________________________________________
 GC0642  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GC0642  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0642
 GC0642  HORZ ORDER  -  SECOND
 GC0642  VERT ORDER  -  THIRD
 GC0642
 GC0642.The horizontal coordinates were established by classical geodetic methods
 GC0642.and adjusted by the National Geodetic Survey in April 1999..
 GC0642
 GC0642.The orthometric height was computed from unverified reset data.
 GC0642
 GC0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0642
 GC0642.The geoid height was determined by GEOID03.
 GC0642
 GC0642;                    North         East     Units Scale Factor Converg.
 GC0642;SPC TN       -   202,510.051   533,108.193   MT  0.99996417   -0 26 06.8
 GC0642;SPC TN       -   664,401.73  1,749,039.13   sFT  0.99996417   -0 26 06.8
 GC0642;UTM  16      - 4,001,313.298   523,081.394   MT  0.99960656   +0 09 05.0
 GC0642
 GC0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0642!SPC TN       -   0.99998430  x   0.99996417  =   0.99994847
 GC0642!UTM  16      -   0.99998430  x   0.99960656  =   0.99959086
 GC0642
 GC0642:                Primary Azimuth Mark                     Grid Az
 GC0642:SPC TN       -  ZENO                                     167 40 00.1
 GC0642:UTM  16      -  ZENO                                     167 04 48.3
 GC0642
 GC0642|---------------------------------------------------------------------|
 GC0642| PID    Reference Object                     Distance      Geod. Az  |
 GC0642|                                                           dddmmss.s |
 GC0642| GC0640 ZENO                                APPROX. 1.5 KM 1671353.3 |
 GC0642| CG7007 ZENO 2 AZ MK                                       1713340.1 |
 GC0642| GC0643 ZENO 2 RM 3                          23.687 METERS 24803     |
 GC0642| GC2242 NASHVILLE TVA MICROWAVE TOWER       180.518 METERS 25801     |
 GC0642| GC0644 ZENO 2 RM 4                          23.824 METERS 27240     |
 GC0642|---------------------------------------------------------------------|
 GC0642
 GC0642                          SUPERSEDED SURVEY CONTROL
 GC0642
 GC0642  NAD 83(1995)-  36 09 22.62266(N)    086 44 36.22859(W) AD(       ) 2
 GC0642  NAD 83(1995)-  36 09 22.62483(N)    086 44 36.22838(W) AD(       ) 2
 GC0642  NAD 83(1986)-  36 09 22.63075(N)    086 44 36.22953(W) AD(       ) 2
 GC0642  NAD 27      -  36 09 22.42780(N)    086 44 36.23720(W) AD(       ) 2
 GC0642  NGVD 29 (10/12/01)  129.35   (m)          424.4    (f) RESET       3  
 GC0642
 GC0642.Superseded values are not recommended for survey control.
 GC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0642.See file dsdata.txt to determine how the superseded data were derived.
 GC0642
 GC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2308101313(NAD 83)
 GC0642_MARKER: DD = SURVEY DISK
 GC0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0642_STAMPING: ZENO 2 1961
 GC0642_MARK LOGO: TNHD  
 GC0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0642+STABILITY: SURFACE MOTION
 GC0642
 GC0642  HISTORY     - Date     Condition        Report By
 GC0642  HISTORY     - 1961     MONUMENTED       TNHD
 GC0642  HISTORY     - 1961     GOOD             TNHD
 GC0642
 GC0642                          STATION DESCRIPTION
 GC0642
 GC0642'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0642'AT NASHVILLE.
 GC0642'TO REACH THE STATION FROM THE INTERSECTION OF FESSLERS LANE
 GC0642'AND U.S. HIGHWAY 70 N, GO WEST 1 BLOCK TO A GRAVELED ROAD
 GC0642'RIGHT IMMEDIATELY AFTER CROSSING BROWNS CREEK, TURN RIGHT,
 GC0642'AND GO .15 MILE TO A CROSSING OF TENNESSEE CENTRAL RAILROAD
 GC0642'AND THE STATION ON THE RIGHT AS DESCRIBED, 7 FEET WEST OF THE
 GC0642'RAILROAD TRESTLE AND 9 FEET NORTH OF THE NORTH RAIL, AND
 GC0642'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0642
 GC0642                          STATION RECOVERY (1961)
 GC0642
 GC0642'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0642'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF DOWNTOWN
 GC0642'NASHVILLE.
 GC0642'
 GC0642'TO REACH THE STATION FROM THE INTERSECTION OF FESSLERS LANE AND U.S.
 GC0642'HIGHWAY 70 N, GO WEST, 1 BLOCK TO A GRAVELED ROAD RIGHT
 GC0642'IMMEDIATELY AFTER CROSSING BROWNS CREEK, TURN RIGHT, AND GO 0.15 MILE
 GC0642'TO A CROSSING OF TENNESSEE CENTRAL RAILROAD AND THE STATION ON
 GC0642'THE RIGHT AS DESCRIBED.
 GC0642'
 GC0642'THE STATION MARK IS A STANDARD DISK STAMPED ZENO 2 1961, SET IN THE
 GC0642'TOP OF A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS 7 FEET
 GC0642'WEST OF THE RAILROAD TRESTLE AND 9 FEET NORTH OF THE NORTH RAIL.
 GC0642'
 GC0642'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ZENO 2 NO. 3 1961,
 GC0642'SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS 15 FEET
 GC0642'SOUTH OF THE SOUTH RAIL.
 GC0642'
 GC0642'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ZENO 2 NO. 4 1961,
 GC0642'SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.  IT IS 18 FEET
 GC0642'NORTH OF THE NORTH RAIL.
 GC0642'
 GC0642'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ZENO 2 1961, SET FLUSH IN
 GC0642'A DRILLED HOLE IN A CONCRETE SIDEWALK.  IT IS 29 FEET NORTH OF THE
 GC0642'APPROXIMATE CENTER OF U.S. HIGHWAY 70N, 5 FEET SOUTH OF THE WEST END
 GC0642'OF BRIDGE ABUTMENT, AND 1 FOOT EAST OF WEST EDGE OF THE BRIDGE.
 GC0642'
 GC0642'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE GRAVELED
 GC0642'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0643 ***********************************************************************
 GC0643  DESIGNATION -  ZENO 2 RM 3
 GC0643  PID         -  GC0643
 GC0643  STATE/COUNTY-  TN/DAVIDSON
 GC0643  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0643
 GC0643                         *CURRENT SURVEY CONTROL
 GC0643  ___________________________________________________________________
 GC0643* NAD 83(1986)-  36 08 33.     (N)    086 44 22.     (W)     SCALED    
 GC0643* NAVD 88     -       129.09   (meters)     423.5    (feet)  RESET     
 GC0643  ___________________________________________________________________
 GC0643  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0643
 GC0643  VERT ORDER  -  THIRD
 GC0643
 GC0643.The horizontal coordinates were scaled from a topographic map and have
 GC0643.an estimated accuracy of +/- 6 seconds.
 GC0643
 GC0643.The orthometric height was computed from unverified reset data.
 GC0643
 GC0643.The geoid height was determined by GEOID03.
 GC0643
 GC0643;                    North         East    Units  Estimated Accuracy
 GC0643;SPC TN       -   200,980.      533,450.      MT  (+/- 180 meters Scaled)
 GC0643
 GC0643                          SUPERSEDED SURVEY CONTROL
 GC0643
 GC0643.No superseded survey control is available for this station.
 GC0643
 GC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE234997(NAD 83)
 GC0643_MARKER: DD = SURVEY DISK
 GC0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0643_STAMPING: ZENO 2 RM NO 3 1961
 GC0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0643+STABILITY: SURFACE MOTION
 GC0643
 GC0643  HISTORY     - Date     Condition        Report By
 GC0643  HISTORY     - 1961     MONUMENTED       TNHD
 GC0643
 GC0643                          STATION DESCRIPTION
 GC0643
 GC0643'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0643'AT NASHVILLE.
 GC0643'THIS MARK IS LOCATED AT THE ZENO 2 1961 STATION SITE.  IT IS
 GC0643'15 FEET SOUTH OF THE SOUTH RAIL, 77.71 FEET WEST OF THE STATION,
 GC0643'AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0644 ***********************************************************************
 GC0644  DESIGNATION -  ZENO 2 RM 4
 GC0644  PID         -  GC0644
 GC0644  STATE/COUNTY-  TN/DAVIDSON
 GC0644  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0644
 GC0644                         *CURRENT SURVEY CONTROL
 GC0644  ___________________________________________________________________
 GC0644* NAD 83(1986)-  36 08 33.     (N)    086 44 22.     (W)     SCALED    
 GC0644* NAVD 88     -       129.04   (meters)     423.4    (feet)  RESET     
 GC0644  ___________________________________________________________________
 GC0644  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0644
 GC0644  VERT ORDER  -  THIRD
 GC0644
 GC0644.The horizontal coordinates were scaled from a topographic map and have
 GC0644.an estimated accuracy of +/- 6 seconds.
 GC0644
 GC0644.The orthometric height was computed from unverified reset data.
 GC0644
 GC0644.The geoid height was determined by GEOID03.
 GC0644
 GC0644;                    North         East    Units  Estimated Accuracy
 GC0644;SPC TN       -   200,980.      533,450.      MT  (+/- 180 meters Scaled)
 GC0644
 GC0644                          SUPERSEDED SURVEY CONTROL
 GC0644
 GC0644.No superseded survey control is available for this station.
 GC0644
 GC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE234997(NAD 83)
 GC0644_MARKER: DD = SURVEY DISK
 GC0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0644_STAMPING: ZENO 2 RM NO 4 1961
 GC0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0644+STABILITY: SURFACE MOTION
 GC0644
 GC0644  HISTORY     - Date     Condition        Report By
 GC0644  HISTORY     - 1961     MONUMENTED       TNHD
 GC0644
 GC0644                          STATION DESCRIPTION
 GC0644
 GC0644'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0644'AT NASHVILLE.
 GC0644'THIS MARK IS LOCATED AT THE ZENO 2 1961 STATION SITE.  IT IS
 GC0644'18 FEET NORTH OF THE NORTH RAIL, 78.16 FEET WEST OF THE STATION,
 GC0644'AND SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0641 ***********************************************************************
 GC0641  DESIGNATION -  ZENO RM 1
 GC0641  PID         -  GC0641
 GC0641  STATE/COUNTY-  TN/DAVIDSON
 GC0641  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0641
 GC0641                         *CURRENT SURVEY CONTROL
 GC0641  ___________________________________________________________________
 GC0641* NAD 83(1986)-  36 08 33.     (N)    086 44 22.     (W)     SCALED    
 GC0641* NAVD 88     -       177.627  (meters)     582.76   (feet)  ADJUSTED  
 GC0641  ___________________________________________________________________
 GC0641  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0641  DYNAMIC HT  -         177.475 (meters)     582.27  (feet)  COMP
 GC0641  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0641
 GC0641  VERT ORDER  -  SECOND    CLASS 0
 GC0641
 GC0641.The horizontal coordinates were scaled from a topographic map and have
 GC0641.an estimated accuracy of +/- 6 seconds.
 GC0641
 GC0641.The orthometric height was determined by differential leveling
 GC0641.and adjusted by the National Geodetic Survey in June 1991..
 GC0641
 GC0641.The geoid height was determined by GEOID03.
 GC0641
 GC0641.The dynamic height is computed by dividing the NAVD 88
 GC0641.geopotential number by the normal gravity value computed on the
 GC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0641.degrees latitude (g = 980.6199 gals.).
 GC0641
 GC0641.The modeled gravity was interpolated from observed gravity values.
 GC0641
 GC0641;                    North         East    Units  Estimated Accuracy
 GC0641;SPC TN       -   200,980.      533,450.      MT  (+/- 180 meters Scaled)
 GC0641
 GC0641                          SUPERSEDED SURVEY CONTROL
 GC0641
 GC0641  NGVD 29 (??/??/92)  177.645  (m)          582.82   (f) ADJ UNCH    2 0
 GC0641
 GC0641.Superseded values are not recommended for survey control.
 GC0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0641.See file dsdata.txt to determine how the superseded data were derived.
 GC0641
 GC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE234997(NAD 83)
 GC0641_MARKER: DR = REFERENCE MARK DISK
 GC0641_SETTING: 66 = SET IN ROCK OUTCROP
 GC0641_SP_SET: BEDROCK
 GC0641_STAMPING: ZENO NO 1 1959
 GC0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0641+STABILITY: POSITION/ELEVATION WELL
 GC0641
 GC0641  HISTORY     - Date     Condition        Report By
 GC0641  HISTORY     - 1959     MONUMENTED       CGS
 GC0641  HISTORY     - 1960     GOOD             NGS
 GC0641
 GC0641                          STATION DESCRIPTION
 GC0641
 GC0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0641'AT NASHVILLE.
 GC0641'THIS MARK IS LOCATED AT THE ZENO 1959 STATION SITE, 43.3 FT.
 GC0641'NORTHWEST OF THE STATION MARK, DRILLED IN THE TOP OF AN OUTCROPPING
 GC0641'BED ROCK WHICH PROJECTS 12 INCHES ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0639 ***********************************************************************
 GC0639  DESIGNATION -  ZENO RM 2
 GC0639  PID         -  GC0639
 GC0639  STATE/COUNTY-  TN/DAVIDSON
 GC0639  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0639
 GC0639                         *CURRENT SURVEY CONTROL
 GC0639  ___________________________________________________________________
 GC0639* NAD 83(1986)-  36 08 33.     (N)    086 44 22.     (W)     SCALED    
 GC0639* NAVD 88     -       178.244  (meters)     584.79   (feet)  ADJUSTED  
 GC0639  ___________________________________________________________________
 GC0639  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0639  DYNAMIC HT  -         178.092 (meters)     584.29  (feet)  COMP
 GC0639  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0639
 GC0639  VERT ORDER  -  SECOND    CLASS 0
 GC0639
 GC0639.The horizontal coordinates were scaled from a topographic map and have
 GC0639.an estimated accuracy of +/- 6 seconds.
 GC0639
 GC0639.The orthometric height was determined by differential leveling
 GC0639.and adjusted by the National Geodetic Survey in June 1991..
 GC0639
 GC0639.The geoid height was determined by GEOID03.
 GC0639
 GC0639.The dynamic height is computed by dividing the NAVD 88
 GC0639.geopotential number by the normal gravity value computed on the
 GC0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0639.degrees latitude (g = 980.6199 gals.).
 GC0639
 GC0639.The modeled gravity was interpolated from observed gravity values.
 GC0639
 GC0639;                    North         East    Units  Estimated Accuracy
 GC0639;SPC TN       -   200,980.      533,450.      MT  (+/- 180 meters Scaled)
 GC0639
 GC0639                          SUPERSEDED SURVEY CONTROL
 GC0639
 GC0639  NGVD 29 (??/??/92)  178.262  (m)          584.85   (f) ADJ UNCH    2 0
 GC0639
 GC0639.Superseded values are not recommended for survey control.
 GC0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0639.See file dsdata.txt to determine how the superseded data were derived.
 GC0639
 GC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE234997(NAD 83)
 GC0639_MARKER: DR = REFERENCE MARK DISK
 GC0639_SETTING: 66 = SET IN ROCK OUTCROP
 GC0639_SP_SET: BEDROCK
 GC0639_STAMPING: ZENO NO 2 1959
 GC0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0639+STABILITY: POSITION/ELEVATION WELL
 GC0639
 GC0639  HISTORY     - Date     Condition        Report By
 GC0639  HISTORY     - 1959     MONUMENTED       CGS
 GC0639  HISTORY     - 1960     GOOD             NGS
 GC0639
 GC0639                          STATION DESCRIPTION
 GC0639
 GC0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0639'AT NASHVILLE.
 GC0639'THIS MARK IS LOCATED AT THE ZENO 1959 STATION SITE, 57.7 FT.
 GC0639'NORTHWEST OF THE STATION MARK, DRILLED IN THE TOP OF AN OUTCROPPING
 GC0639'BED ROCK WHICH PROJECTS 12 INCHES ON ALL SIDES EXCEPT THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0489 ***********************************************************************
 FF0489  DESIGNATION -  ZERO MILESTONE ECM RESET
 FF0489  PID         -  FF0489
 FF0489  STATE/COUNTY-  TN/SHELBY
 FF0489  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0489
 FF0489                         *CURRENT SURVEY CONTROL
 FF0489  ___________________________________________________________________
 FF0489* NAD 83(1986)-  35 08 44.     (N)    090 03 13.     (W)     SCALED    
 FF0489* NAVD 88     -        83.121  (meters)     272.71   (feet)  ADJUSTED  
 FF0489  ___________________________________________________________________
 FF0489  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0489  DYNAMIC HT  -          83.046 (meters)     272.46  (feet)  COMP
 FF0489  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF0489
 FF0489  VERT ORDER  -  FIRST     CLASS I
 FF0489
 FF0489.The horizontal coordinates were scaled from a topographic map and have
 FF0489.an estimated accuracy of +/- 6 seconds.
 FF0489
 FF0489.The orthometric height was determined by differential leveling
 FF0489.and adjusted by the National Geodetic Survey in June 1991..
 FF0489
 FF0489.The geoid height was determined by GEOID03.
 FF0489
 FF0489.The dynamic height is computed by dividing the NAVD 88
 FF0489.geopotential number by the normal gravity value computed on the
 FF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0489.degrees latitude (g = 980.6199 gals.).
 FF0489
 FF0489.The modeled gravity was interpolated from observed gravity values.
 FF0489
 FF0489;                    North         East    Units  Estimated Accuracy
 FF0489;SPC TN       -    97,770.      230,710.      MT  (+/- 180 meters Scaled)
 FF0489
 FF0489                          SUPERSEDED SURVEY CONTROL
 FF0489
 FF0489  NGVD 29 (??/??/??)   83.080  (m)          272.57   (f) ADJUSTED    1 1
 FF0489
 FF0489.Superseded values are not recommended for survey control.
 FF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0489.See file dsdata.txt to determine how the superseded data were derived.
 FF0489
 FF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU684931(NAD 83)
 FF0489_MARKER: Z = SEE DESCRIPTION
 FF0489_SETTING: 0 = UNSPECIFIED SETTING
 FF0489_SP_SET: SQUARE LIMESTONE POST
 FF0489_STAMPING: 272.568
 FF0489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0489+STABILITY: SURFACE MOTION
 FF0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0489+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0489
 FF0489  HISTORY     - Date     Condition        Report By
 FF0489  HISTORY     - UNK      MONUMENTED       CGS
 FF0489  HISTORY     - 1974     GOOD             NGS
 FF0489  HISTORY     - 1976     GOOD             NGS
 FF0489  HISTORY     - 20001128 GOOD             USE
 FF0489
 FF0489                          STATION DESCRIPTION
 FF0489
 FF0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0489'AT MEMPHIS.
 FF0489'AT MEMPHIS, AT THE INTERSECTION OF NORTH FRONT STREET AND MADISON
 FF0489'AVENUE, AT THE EAST FRONT OF COURTHOUSE-CUSTONHOUSE-POST OFFICE
 FF0489'BUILDING, IN LINE WITH THE EXTENDED CENTER LINE OF MADISON AVENUE
 FF0489'LEADING EAST, 14.9 FEET WEST OF THE WEST CURB OF NORTH FRONT
 FF0489'STREET, 1.3 FEET EAST OF THE EAST FACE OF A GRANITE WALL 3 FEET HIGH,
 FF0489'DIRECTLY IN FRONT OF THE CENTER ONE OF 3 ENTRANCES TO POST OFFICE,
 FF0489'TOP OF RAISED STAINLESS STEEL CENTER IN CENTER OF A BRONZE COMPASS
 FF0489'ON TOP OF A 15-INCH SQUARE LIMESTONE POST, PROJECTING 1.4 FEET
 FF0489'ABOVE SIDEWALK.  NOTE-- THE POST WAS LOWERED BY CITY ENGINEERS,
 FF0489'YEAR RESET NOT KNOWN.
 FF0489
 FF0489                          STATION RECOVERY (1976)
 FF0489
 FF0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0489'RECOVERED IN GOOD CONDITION.
 FF0489
 FF0489                          STATION RECOVERY (2000)
 FF0489
 FF0489'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2220 ***********************************************************************
 FE2220  DESIGNATION -  ZION
 FE2220  PID         -  FE2220
 FE2220  STATE/COUNTY-  TN/DECATUR
 FE2220  USGS QUAD   -  PERRYVILLE (1986)
 FE2220
 FE2220                         *CURRENT SURVEY CONTROL
 FE2220  ___________________________________________________________________
 FE2220* NAD 83(1995)-  35 31 11.72838(N)    088 03 27.82648(W)     ADJUSTED  
 FE2220* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 FE2220  ___________________________________________________________________
 FE2220  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FE2220  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2220
 FE2220  HORZ ORDER  -  SECOND
 FE2220
 FE2220.The horizontal coordinates were established by classical geodetic methods
 FE2220.and adjusted by the National Geodetic Survey in April 1999..
 FE2220
 FE2220.The orthometric height was scaled from a topographic map.
 FE2220
 FE2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2220
 FE2220.The geoid height was determined by GEOID03.
 FE2220
 FE2220;                    North         East     Units Scale Factor Converg.
 FE2220;SPC TN       -   133,613.505   413,370.156   MT  0.99996334   -1 12 16.8
 FE2220;SPC TN       -   438,363.64  1,356,198.59   sFT  0.99996334   -1 12 16.8
 FE2220;UTM  16      - 3,931,217.559   404,093.135   MT  0.99971335   -0 36 52.5
 FE2220
 FE2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2220!SPC TN       -   0.99997428  x   0.99996334  =   0.99993762
 FE2220!UTM  16      -   0.99997428  x   0.99971335  =   0.99968764
 FE2220
 FE2220|---------------------------------------------------------------------|
 FE2220| PID    Reference Object                     Distance      Geod. Az  |
 FE2220|                                                           dddmmss.s |
 FE2220| CG5412 ZION RM 1                            40.209 METERS 02819     |
 FE2220| CG5413 ZION RM 2                            34.677 METERS 17323     |
 FE2220| CG5411 ZION AZ MK                                         2272336.5 |
 FE2220|---------------------------------------------------------------------|
 FE2220
 FE2220                          SUPERSEDED SURVEY CONTROL
 FE2220
 FE2220  NAD 83(1995)-  35 31 11.73371(N)    088 03 27.82609(W) AD(       ) 2
 FE2220  NAD 83(1986)-  35 31 11.73805(N)    088 03 27.82721(W) AD(       ) 2
 FE2220  NAD 27      -  35 31 11.47800(N)    088 03 27.71500(W) AD(       ) 2
 FE2220
 FE2220.Superseded values are not recommended for survey control.
 FE2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2220.See file dsdata.txt to determine how the superseded data were derived.
 FE2220
 FE2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0409331218(NAD 83)
 FE2220_MARKER: DS = TRIANGULATION STATION DISK
 FE2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2220
 FE2220  HISTORY     - Date     Condition        Report By
 FE2220  HISTORY     - 1934     MONUMENTED       CGS
 FE2220  HISTORY     - 1962     GOOD             CGS
 FE2220
 FE2220                          STATION DESCRIPTION
 FE2220
 FE2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2220'ABOUT 6 MILES SOUTHEAST OF DECATURVILLE, 6 MILES NORTH-NORTHEAST OF
 FE2220'BATH SPRINGS POST OFFICE, 10-1/4 MILES EAST OF SCOTTS HILL POST
 FE2220'OFFICE, 0.4 MILE NORTHEAST OF CEDAR GROVE CHURCH, 2 MILES SOUTH OF
 FE2220'OLD MOUNT ZION CEMETERY, IN CENTER AND HIGHEST POINT OF SMALL
 FE2220'WOODED KNOB, ABOUT 30 YARDS EAST OF OLD WOODS ROAD LEADING FROM CEDAR
 FE2220'GROVE CHURCH TO MOUNT ZION CEMETERY, 28 FEET NORTHEAST OF 8-INCH
 FE2220'BLACK OAK WITH TRIANGULAR BLAZE, AND 117 FEET SOUTH OF 10-INCH CEDAR
 FE2220'WITH TRIANGULAR BLAZE. TO REACH FROM COURTHOUSE AT DECATURVILLE,
 FE2220'GO SOUTH 5.5 MILES ON STATE ROUTE 69, TURN LEFT ONTO COUNTY ROAD AT
 FE2220'UNPAINTED HOUSE ON RIGHT, FOLLOW THIS MAIN-TRAVELED ROAD 3.85 MILES
 FE2220'TO CEDAR GROVE CHURCH, TURN LEFT ONTO DIM ROAD JUST EAST OF CHURCH
 FE2220'AND FOLLOW ABOUT 0.75 MILE TO TRIANGLE-BLAZED TREE AT TOP OF GRADE,
 FE2220'TURN RIGHT AND PROCEED ABOUT 30 YARDS TO ANOTHER TRIANGLE-BLAZED
 FE2220'TREE AND STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2220'DISKS IN CONCRETE. UPPER MARK PROJECTS ABOUT 8
 FE2220'INCHES ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2220'REFERENCE DISKS IN CONCRETE. NO. 1 IS ALONG WESTERN SLOPE
 FE2220'OF RIDGE, 19 FEET NORTHEAST OF 10-INCH CEDAR WITH TRIANGULAR
 FE2220'BLAZE, AND 131.92 FEET (SLOPE DISTANCE) FROM STATION N 28 DEG 19 MIN E
 FE2220'NO. 2 IS ALONG EASTERN SLOPE OF RIDGE, ABOUT 40 FEET EAST
 FE2220'OF TOP OF RIDGE, AND 113.77 FEET FROM STATION S 6 DEG 37 MIN E.
 FE2220'AZIMUTH MARK IS IN BARNYARD OF MR. J. G. YARBRO, 2 FEET NORTH OF
 FE2220'BARN, 4 FEET SOUTH OF CENTER LINE OF LANE LEADING TO BARN, 18 FEET
 FE2220'SOUTH OF EDGE OF CULTIVATED FIELD, AND 0.75 MILE FROM STATION
 FE2220'S 47 DEG 23 MIN W.
 FE2220
 FE2220                          STATION RECOVERY (1962)
 FE2220
 FE2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2220'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2220'DUE TO ROAD CHANGES AND LOGGING OPERATIONS IN THIS AREA, THE ORIGINAL
 FE2220'DESCRIPTION IS NO LONGER ADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 FE2220'DESCRIPTION.
 FE2220'
 FE2220'THE STATION IS IN THE NICKEY FOREST ON PROPERTY OF THE NICKEY
 FE2220'BROTHERS INC. OF MEMPHIS, TENNESSEE. IT IS ON THE SUMMIT OF A HIGH,
 FE2220'HEAVILY WOODED KNOLL, ABOUT 10-1/4 MILES EAST OF SCOTTS HILL, 5-3/4
 FE2220'MILES SOUTHEAST OF DECATURVILLE, 5-1/2 MILES NORTH-NORTHEAST OF
 FE2220'BATH SPRINGS, AND 5 MILES WEST OF THE TENNESSEE RIVER AND THE
 FE2220'DECATUR-PERRY COUNTY LINE.
 FE2220'
 FE2220'TO REACH FROM THE POST OFFICE IN DECATURVILLE, GO SOUTH ON STATE
 FE2220'ROUTES 100 AND 69 FOR 0.1 MILE TO A FOUR-WAY STOP LIGHT AT THE
 FE2220'SOUTHEAST CORNER OF THE DECATUR COUNTY COURTHOUSE SQUARE, TURN RIGHT,
 FE2220'WEST, AND GO 0.1 MILE TO WHERE STATE ROUTE 100 GOES STRAIGHT AHEAD
 FE2220'AND STATE ROUTE 69 TURNS LEFT. HERE TURN LEFT AND GO SOUTHERLY ON
 FE2220'STATE ROUTE 69 FOR 5.5 MILES TO AN OILED T ROAD LEFT, A LARGE
 FE2220'HOUSE IN THE SOUTHEAST ANGLE AND A LARGE SIGN NICKEY FOREST- KEEP
 FE2220'TENNESSEE GREEN- NICKEY BROS. INC.- MEMPHIS, TENN. HERE TURN LEFT ON
 FE2220'THIS OILED ROAD AND FOLLOW IT IN A VERY WINDING, EASTERLY
 FE2220'DIRECTION FOR 3.8 MILES TO THE FARM HOME OF J. G. YARBRO ON THE LEFT
 FE2220'AT A POINT WHERE THE ROAD MAKES A U CURVE FROM THE NORTHWEST TO
 FE2220'THE SOUTHEAST. HERE CONTINUE ON THE OILED ROAD FOR 0.15 TO A SIGN ON
 FE2220'THE LEFT NICKEY FOREST AND TWO WOODS ROADS, TAKE THE RIGHT ONE OF
 FE2220'THESE TWO WOODS ROADS TO THE LEFT, PASSING BETWEEN A LARGE OAK TREE
 FE2220'AND A CEDAR TREE, AND GO NORTHERLY ON A DIM WOODS ROAD, KEEPING ALL
 FE2220'RIGHT FORKS, FOR 0.55 MILE TO AN 18-INCH, TRIANGLE BLAZED OAK TREE ON
 FE2220'THE LEFT, A 12-IN, TRIANGLE BLAZED HICKORY TREE ON THE RIGHT WITH A
 FE2220'C AND GS WITNESS SIGN SECURED JUST ABOVE THE BLAZE, AND THE STATION
 FE2220'ON THE RIGHT, EAST, ABOUT 65 PACES FROM THE WOODS ROAD.
 FE2220'
 FE2220'THE STATION IS 30 FEET SOUTHEAST OF A 24-INCH, TRIANGLE BLAZED,
 FE2220'FORKED OAK TREE, 27 FEET NORTHEAST OF A 16-INCH, TRIANGLE
 FE2220'BLAZED OAK TREE, 25 FEET WEST OF A 16-INCH, TRIANGLE BLAZED HICKORY
 FE2220'TREE, 19 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED CHESTNUT OAK TREE,
 FE2220'AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FE2220'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FE2220'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED ZION 1934.
 FE2220'
 FE2220'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED
 FE2220'HICKORY TREE AND 12 FEET EAST OF AN 18-INCH, TRIANGLE BLAZED
 FE2220'CEDAR TREE. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FE2220'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FE2220'ZION NO 1 1934.
 FE2220'
 FE2220'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF A 6-INCH, TRIANGLE BLAZED
 FE2220'OAK TREE AND 19 FEET EAST OF A 10-INCH, TRIANGLE BLAZED OAK
 FE2220'TREE. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FE2220'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FE2220'ZION NO 2 1934.
 FE2220'
 FE2220'THE AZIMUTH MARK IS IN THE BARNYARD OF MR. J. G. YARBRO, 0.2 MILE
 FE2220'WEST OF THE HOUSE, 44 FEET EAST OF THE NORTHWEST CORNER OF A
 FE2220'BARN, 6 FEET WEST OF THE NORTHEAST CORNER OF THE BARN, AND 0.8 OF A
 FE2220'FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 FE2220'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FE2220'12 INCHES AND THE DISK IS STAMPED ZION AZI 1934.
 FE2220'
 FE2220'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING INTO MR. YARBROS
 FE2220'HOME, GO SOUTH AND WEST ON THE FARM DRIVE FOR 0.2 MILE TO THE BARN
 FE2220'AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5903 ***********************************************************************
 AA5903  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5903  FBN         -  This is a Federal Base Network Control Station.
 AA5903  DESIGNATION -  ZME A
 AA5903  PID         -  AA5903
 AA5903  STATE/COUNTY-  TN/SHELBY
 AA5903  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AA5903
 AA5903                         *CURRENT SURVEY CONTROL
 AA5903  ___________________________________________________________________
 AA5903* NAD 83(1995)-  35 04 05.76712(N)    089 57 25.47159(W)     ADJUSTED  
 AA5903* NAVD 88     -        78.12   (meters)     256.3    (feet)  GPS OBS   
 AA5903  ___________________________________________________________________
 AA5903  EPOCH DATE  -        1995.00
 AA5903  X           -       3,915.278 (meters)                     COMP
 AA5903  Y           -  -5,226,119.019 (meters)                     COMP
 AA5903  Z           -   3,644,097.548 (meters)                     COMP
 AA5903  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA5903  ELLIP HEIGHT-          50.70  (meters)          (02/03/05) GPS OBS
 AA5903  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA5903
 AA5903  HORZ ORDER  -  A
 AA5903  ELLP ORDER  -  FOURTH    CLASS II
 AA5903
 AA5903.This mark is at Memphis Intl Airport (MEM)
 AA5903
 AA5903.The horizontal coordinates were established by GPS observations
 AA5903.and adjusted by the National Geodetic Survey in August 1995..
 AA5903.The horizontal coordinates are valid at the epoch date displayed above.
 AA5903.The epoch date for horizontal control is a decimal equivalence
 AA5903.of Year/Month/Day.
 AA5903
 AA5903.The orthometric height was determined by GPS observations and a
 AA5903.high-resolution geoid model using precise GPS observation and
 AA5903.processing techniques. It supersedes the leveled height previously
 AA5903.determined for this station.
 AA5903
 AA5903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5903
 AA5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5903
 AA5903.The ellipsoidal height was determined by GPS observations
 AA5903.and is referenced to NAD 83.
 AA5903
 AA5903.The geoid height was determined by GEOID03.
 AA5903
 AA5903;                    North         East     Units Scale Factor Converg.
 AA5903;SPC TN       -    88,838.338   239,151.076   MT  1.00003704   -2 18 59.9
 AA5903;SPC TN       -   291,463.78    784,614.82   sFT  1.00003704   -2 18 59.9
 AA5903;UTM  16      - 3,884,613.977   230,345.275   MT  1.00049625   -1 42 00.1
 AA5903;UTM  15      - 3,884,849.780   777,485.761   MT  1.00054907   +1 44 58.0
 AA5903
 AA5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5903!SPC TN       -   0.99999204  x   1.00003704  =   1.00002908
 AA5903!UTM  16      -   0.99999204  x   1.00049625  =   1.00048829
 AA5903!UTM  15      -   0.99999204  x   1.00054907  =   1.00054111
 AA5903
 AA5903|---------------------------------------------------------------------|
 AA5903| PID    Reference Object                     Distance      Geod. Az  |
 AA5903|                                                           dddmmss.s |
 AA5903| AA5902 ZME B                               154.408 METERS 07647     |
 AA5903|---------------------------------------------------------------------|
 AA5903
 AA5903                          SUPERSEDED SURVEY CONTROL
 AA5903
 AA5903  ELLIP H (08/22/02)   50.71   (m)                       GP(       ) 3 1
 AA5903  ELLIP H (08/29/95)   50.78   (m)                       GP(1995.00) 1 1
 AA5903  NAVD 88 (04/12/01)   78.113  (m)          256.28   (f) ADJUSTED    1 2
 AA5903
 AA5903.Superseded values are not recommended for survey control.
 AA5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5903.See file dsdata.txt to determine how the superseded data were derived.
 AA5903
 AA5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3034584614(NAD 83)
 AA5903_MARKER: I = METAL ROD
 AA5903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5903_STAMPING: ZME A 1995
 AA5903_MARK LOGO: NGS   
 AA5903_PROJECTION: FLUSH
 AA5903_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5903+STABILITY: POSITION/ELEVATION WELL
 AA5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5903+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AA5903_ROD/PIPE-DEPTH: 14.0 meters
 AA5903_SLEEVE-DEPTH  : 1.5 meters
 AA5903
 AA5903  HISTORY     - Date     Condition        Report By
 AA5903  HISTORY     - 1995     MONUMENTED       NGS
 AA5903  HISTORY     - 20011004 GOOD             3001
 AA5903  HISTORY     - 20021016 GOOD             USACE
 AA5903
 AA5903                          STATION DESCRIPTION
 AA5903
 AA5903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA5903'THE STATION IS LOCATED ON THE GROUNDS OF FEDERAL AVIATION
 AA5903'ADMINISTRATION (FAA) MEMPHIS AIR ROUTE TRAFFIC CONTROL CENTER (ARTCC)
 AA5903'AT 3229 DEMOCRAT ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA5903'INTERSTATE 240 AND U.S.  HIGHWAY 78 GO SOUTH ON U.S.  78 FOR 1.0 MI
 AA5903'(1.6 KM) TO THE INTERSECTION OF U.S.  78 AND DEMOCRAT RD.  THENCE, GO
 AA5903'WEST 0.8 MI (1.3 KM) TO THE MAIN GATE TO THE FAA ARTCC.  THE STATION
 AA5903'LAYES SOUTH-EAST OF THE MAIN GATE GUARD HOUSE BY A CARSONITE WITNESS
 AA5903'POST.  THE STATION IS SET IN A MEDIAN ISLAND IN THE PARKING LOT OF THE
 AA5903'FAA ARTCC.  THE STATION IS 92.0 FT (28.0 M) SOUTH-EAST OF THE SE
 AA5903'CORNER OF THE MAIN GATE GUARDHOUSE, 79.O FT SOUTH-WEST OF AN OAK TREE
 AA5903'AND 72.0 FT (21.9 M) EAST OF A LIGHT SET IN THE SAME ISLAND AS THE
 AA5903'MONUMENT.  A CARSONITE WITNESS POST IS SET IMMEDIATELY BESIDE THE
 AA5903'MONUMENT.
 AA5903
 AA5903                          STATION RECOVERY (2001)
 AA5903
 AA5903'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 AA5903'THE STATION IS LOCATED IN TN/SHELBY COUNTY.  STATION IS LOCATED ON THE
 AA5903'GROUNDS OF
 AA5903'FEDERAL AVIATION ADMINISTRATION MEMPHIS AIR TRAFFIC CONTROL/CENTER AT
 AA5903'3229 DEMOCRAT
 AA5903'RD.
 AA5903' 
 AA5903'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 240 AND US 78
 AA5903'GO SOUTH ON 78
 AA5903'FOR 1.0 MILES TO THE INTERSECTION OF US 78 AND DEMOCRAT RD. GO WEST
 AA5903'0.8 MILES TO THE MAIN
 AA5903'GATE TO THE FAA AR TCC. THE STATION IS SOUTH EAST OF MAIN GATE GUARD
 AA5903'HOUSE. THE STATION
 AA5903'IS SET IN A MEDIAN INSLAND IN THE PARKING LOT OF THE FAA AR TCC.
 AA5903' 
 AA5903'THE STATION IS A STAINLESS STEEL ROD IN SLEEVE AND IS 92.0FT SOUTH
 AA5903'EAST OF THE SOUTHEAST
 AA5903'CORNER OF THE MAIN GATE GUARD HOUSE, 79.0 FT SOUTH WEST OF AN OAK TREE
 AA5903'AND 72.0 FT EAST
 AA5903'OF A LIGHT SET IN THE SAME ISLAND AS THE MONUMENT. THE CARSONITE
 AA5903'WITNESS POST IS BROKEN
 AA5903'OFF FLUSH WITH GROUND.
 AA5903' 
 AA5903'
 AA5903
 AA5903                          STATION RECOVERY (2002)
 AA5903
 AA5903'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 AA5903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5902 ***********************************************************************
 AA5902  FBN         -  This is a Federal Base Network Control Station.
 AA5902  DESIGNATION -  ZME B
 AA5902  PID         -  AA5902
 AA5902  STATE/COUNTY-  TN/SHELBY
 AA5902  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AA5902
 AA5902                         *CURRENT SURVEY CONTROL
 AA5902  ___________________________________________________________________
 AA5902* NAD 83(1995)-  35 04 06.91269(N)    089 57 19.53879(W)     ADJUSTED  
 AA5902* NAVD 88     -        79.736  (meters)     261.60   (feet)  ADJUSTED  
 AA5902  ___________________________________________________________________
 AA5902  EPOCH DATE  -        1995.00
 AA5902  X           -       4,065.582 (meters)                     COMP
 AA5902  Y           -  -5,226,099.930 (meters)                     COMP
 AA5902  Z           -   3,644,127.362 (meters)                     COMP
 AA5902  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA5902  ELLIP HEIGHT-          52.30  (meters)          (08/03/04) GPS OBS
 AA5902  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA5902  DYNAMIC HT  -          79.662 (meters)     261.36  (feet)  COMP
 AA5902  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 AA5902
 AA5902  HORZ ORDER  -  A
 AA5902  VERT ORDER  -  FIRST     CLASS II
 AA5902  ELLP ORDER  -  FOURTH    CLASS I
 AA5902
 AA5902.This mark is at Memphis Intl Airport (MEM)
 AA5902
 AA5902.The horizontal coordinates were established by GPS observations
 AA5902.and adjusted by the National Geodetic Survey in August 1995..
 AA5902.The horizontal coordinates are valid at the epoch date displayed above.
 AA5902.The epoch date for horizontal control is a decimal equivalence
 AA5902.of Year/Month/Day.
 AA5902
 AA5902.The orthometric height was determined by differential leveling
 AA5902.and adjusted by the National Geodetic Survey in April 2001..
 AA5902
 AA5902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5902
 AA5902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5902
 AA5902.The ellipsoidal height was determined by GPS observations
 AA5902.and is referenced to NAD 83.
 AA5902
 AA5902.The geoid height was determined by GEOID03.
 AA5902
 AA5902.The dynamic height is computed by dividing the NAVD 88
 AA5902.geopotential number by the normal gravity value computed on the
 AA5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5902.degrees latitude (g = 980.6199 gals.).
 AA5902
 AA5902.The modeled gravity was interpolated from observed gravity values.
 AA5902
 AA5902;                    North         East     Units Scale Factor Converg.
 AA5902;SPC TN       -    88,867.538   239,302.703   MT  1.00003697   -2 18 56.4
 AA5902;SPC TN       -   291,559.58    785,112.28   sFT  1.00003697   -2 18 56.4
 AA5902;UTM  16      - 3,884,644.822   230,496.648   MT  1.00049525   -1 41 56.7
 AA5902;UTM  15      - 3,884,889.679   777,635.013   MT  1.00055009   +1 45 01.4
 AA5902
 AA5902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5902!SPC TN       -   0.99999179  x   1.00003697  =   1.00002876
 AA5902!UTM  16      -   0.99999179  x   1.00049525  =   1.00048704
 AA5902!UTM  15      -   0.99999179  x   1.00055009  =   1.00054188
 AA5902
 AA5902|---------------------------------------------------------------------|
 AA5902| PID    Reference Object                     Distance      Geod. Az  |
 AA5902|                                                           dddmmss.s |
 AA5902| AA5903 ZME A                               154.408 METERS 25647     |
 AA5902|---------------------------------------------------------------------|
 AA5902
 AA5902                          SUPERSEDED SURVEY CONTROL
 AA5902
 AA5902  ELLIP H (08/29/95)   52.41   (m)                       GP(1995.00) 1 1
 AA5902  NAVD 88 (08/29/95)   79.74   (m)          261.6    (f) LEVELING    3  
 AA5902
 AA5902.Superseded values are not recommended for survey control.
 AA5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5902.See file dsdata.txt to determine how the superseded data were derived.
 AA5902
 AA5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3049784645(NAD 83)
 AA5902_MARKER: F = FLANGE-ENCASED ROD
 AA5902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5902_STAMPING: ZME B 1995
 AA5902_MARK LOGO: NGS   
 AA5902_PROJECTION: FLUSH
 AA5902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5902+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5902_ROD/PIPE-DEPTH: 47.3 meters
 AA5902_SLEEVE-DEPTH  : 1.50 meters
 AA5902
 AA5902  HISTORY     - Date     Condition        Report By
 AA5902  HISTORY     - 1995     MONUMENTED       NGS
 AA5902  HISTORY     - 19970328 GOOD             NGS
 AA5902  HISTORY     - 19970330 GOOD             NGS
 AA5902  HISTORY     - 19990303 GOOD             NGS
 AA5902  HISTORY     - 20021016 GOOD             USACE
 AA5902  HISTORY     - 20030702 GOOD             EMCINC
 AA5902  HISTORY     - 20031010 GOOD             TNDT
 AA5902
 AA5902                          STATION DESCRIPTION
 AA5902
 AA5902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA5902'THE STATION IS LOCATED ON THE RIGHT OF WAY OF DEMOCRAT ROAD, JUST
 AA5902'OUTSIDE THE PERIMETER FENCE OF THE FEDERAL AVIATION ADMINISTRATION
 AA5902'(FAA) MEMPHIS AIR ROUTE TRAFFIC CONTROL CENTER (ARTCC) , AT 3229
 AA5902'DEMOCRAT ROAD. TO REACH THE STATION FROM THE INTERSECTION OF
 AA5902'INTERSTATE 240 AND U.S.  HIGHWAY 78 GO SOUTH ON U.S.  78 FOR 1.0 MI
 AA5902'(1.6 KM) TO THE INTERSECTION OF U.S.  78 AND DEMOCRAT RD.  THENCE, GO
 AA5902'WEST 0.7 MI (1.1 KM) TO THE STATION, ON THE LEFT AT THE TOP OF THE
 AA5902'HILL, BY THE FENCE,  0.1 MI (0.2 KM) WEST OF THE INTERSECTION OF
 AA5902'DEMOCRAT RD.  AND TCHULAHOMA RD.  IT IS 13.6 FT (4.1 M) EAST OF A
 AA5902'TENNESSEE D.O.T.-GPS MOMUMENT 79-DEMO-01 1994, 6.7 FT (2.0 M) NORTH OF
 AA5902'A CHAINLINK FENCE AND CARSONITE WITNESS POST.
 AA5902
 AA5902                          STATION RECOVERY (1997)
 AA5902
 AA5902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA5902'RECOVERED AS DESCRIBED.  NOTE--THE STATION DOES NOT MEET THE
 AA5902'SPECIFICATION FOR A CLASS A ROD MARK.
 AA5902
 AA5902                          STATION RECOVERY (1997)
 AA5902
 AA5902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA5902'THE STATION IS LOCATED ON THE SOUTH SIDE OF MEMPHIS, TN ALONG THE
 AA5902'NORTH SIDE OF THE MEMPHIS INTERNATIONAL AIRPORT, ON THE SOUTHERN
 AA5902'RIGHT-OF-WAY OF DEMOCRAT ROAD JUST OUTSIDE THE PERIMETER FENCE OF THE
 AA5902'FEDERAL AVIATION ADMINISTRATION (FAA) AIR ROUTE TRAFFIC CONTROL CENTER
 AA5902'(ARTCC) , AT 3229 DEMOCRAT ROAD.  TO REACH THE STATION FROM THE
 AA5902'INTERSECTION OF INTERSTATE HIGHWAY 240 AND U.S.  HIGHWAY 78, GO SOUTH
 AA5902'(IN A SOUTHEASTERLY DIRECTION) ON U.S.  HWY 78 FOR 1 MI (1.6 KM) TO
 AA5902'THE INTERSECTION WITH DEMOCRAT ROAD.  TURN RIGHT ON DEMOCRAT ROAD AND
 AA5902'PROCEED WEST FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT AT THE TOP
 AA5902'OF A RISE BY THE FENCE 0.1 MI (0.2 KM) WEST OF THE INTERSECTION OF
 AA5902'DEMOCRAT ROAD AND TCHULAHOMA ROAD.  IT IS, 11.3 M (37.1 FT)
 AA5902'SOUTH-SOUTHWEST OF LIGHT POLE NUMBER 241292, 10 M (32.8 FT) SOUTH OF
 AA5902'THE SOUTH CURB OF DEMOCRAT ROAD, 4.1 M (13.5 FT) EAST OF A TENNESSEE
 AA5902'DEPARTMENT OF TRANSPORTATION GPS MONUMENT STAMPED 79-DEMO-01 1994, 2.0
 AA5902'M (6.6 FT) NORTH OF A CHAINLINK FENCE AND A CARSONITE WITNESS POST AND
 AA5902'ABOUT 1.7 M (5.6 FT) ABOVE THE SURFACE OF DEMOCRAT ROAD.  BY D.L.
 AA5902'NOCK.
 AA5902
 AA5902                          STATION RECOVERY (1999)
 AA5902
 AA5902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA5902'RECOVERED AS DESCRIBED WITH 1 ADDITION.  0.24 KM (0.15 MI) EAST OF THE
 AA5902'AIR ROUTE TRAFFIC CONTROL CENTER (ARTCC) ENTRANCE GATE.  BY R.G. HAYES
 AA5902
 AA5902                          STATION RECOVERY (2002)
 AA5902
 AA5902'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 AA5902'RECOVERED IN GOOD CONDITION.
 AA5902
 AA5902                          STATION RECOVERY (2003)
 AA5902
 AA5902'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AA5902'RECOVERED AS DESCRIBED
 AA5902
 AA5902                          STATION RECOVERY (2003)
 AA5902
 AA5902'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA5902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1149 ***********************************************************************
 FE1149  DESIGNATION -  ZZ 12 RESET
 FE1149  PID         -  FE1149
 FE1149  STATE/COUNTY-  TN/FAYETTE
 FE1149  USGS QUAD   -  ROSSVILLE (1981)
 FE1149
 FE1149                         *CURRENT SURVEY CONTROL
 FE1149  ___________________________________________________________________
 FE1149* NAD 83(1986)-  35 02 54.     (N)    089 34 37.     (W)     SCALED    
 FE1149* NAVD 88     -        95.099  (meters)     312.00   (feet)  ADJUSTED  
 FE1149  ___________________________________________________________________
 FE1149  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1149  DYNAMIC HT  -          95.010 (meters)     311.71  (feet)  COMP
 FE1149  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FE1149
 FE1149  VERT ORDER  -  FIRST     CLASS II
 FE1149
 FE1149.The horizontal coordinates were scaled from a topographic map and have
 FE1149.an estimated accuracy of +/- 6 seconds.
 FE1149
 FE1149.The orthometric height was determined by differential leveling
 FE1149.and adjusted by the National Geodetic Survey in June 1991..
 FE1149
 FE1149.The geoid height was determined by GEOID03.
 FE1149
 FE1149.The dynamic height is computed by dividing the NAVD 88
 FE1149.geopotential number by the normal gravity value computed on the
 FE1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1149.degrees latitude (g = 980.6199 gals.).
 FE1149
 FE1149.The modeled gravity was interpolated from observed gravity values.
 FE1149
 FE1149;                    North         East    Units  Estimated Accuracy
 FE1149;SPC TN       -    85,290.      273,720.      MT  (+/- 180 meters Scaled)
 FE1149
 FE1149                          SUPERSEDED SURVEY CONTROL
 FE1149
 FE1149  NGVD 29 (??/??/??)   95.045  (m)          311.83   (f) ADJUSTED    1 2
 FE1149
 FE1149.Superseded values are not recommended for survey control.
 FE1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1149.See file dsdata.txt to determine how the superseded data were derived.
 FE1149
 FE1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD649814(NAD 83)
 FE1149_MARKER: DB = BENCH MARK DISK
 FE1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1149_SP_SET: CONCRETE BASE
 FE1149_STAMPING: ZZ 12 1934 RESET 1939
 FE1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1149
 FE1149  HISTORY     - Date     Condition        Report By
 FE1149  HISTORY     - 1939     MONUMENTED       CGS
 FE1149  HISTORY     - 1944     GOOD             CGS
 FE1149  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1149
 FE1149                          STATION DESCRIPTION
 FE1149
 FE1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1149'1.9 MI W FROM ROSSVILLE.
 FE1149'1.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1149'ROSSVILLE, FAYETTE COUNTY, ABOUT 0.2 MILE EAST OF MILEPOST 523,
 FE1149'AT BLOCK SIGNAL 5228 A, IN THE TOP OF THE NORTHEAST CORNER OF THE
 FE1149'CONCRETE BASE, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 FE1149'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE1149'ZZ 12 1934 RESET 1939.
 FE1149
 FE1149                          STATION RECOVERY (1965)
 FE1149
 FE1149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0455 ***********************************************************************
 FE0455  DESIGNATION -  ZZZ 12
 FE0455  PID         -  FE0455
 FE0455  STATE/COUNTY-  TN/HARDEMAN
 FE0455  USGS QUAD   -  MIDDLETON (1980)
 FE0455
 FE0455                         *CURRENT SURVEY CONTROL
 FE0455  ___________________________________________________________________
 FE0455* NAD 83(1986)-  35 03 05.     (N)    088 56 46.     (W)     SCALED    
 FE0455* NAVD 88     -       138.155  (meters)     453.26   (feet)  ADJUSTED  
 FE0455  ___________________________________________________________________
 FE0455  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0455  DYNAMIC HT  -         138.024 (meters)     452.83  (feet)  COMP
 FE0455  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FE0455
 FE0455  VERT ORDER  -  FIRST     CLASS II
 FE0455
 FE0455.The horizontal coordinates were scaled from a topographic map and have
 FE0455.an estimated accuracy of +/- 6 seconds.
 FE0455
 FE0455.The orthometric height was determined by differential leveling
 FE0455.and adjusted by the National Geodetic Survey in June 1991..
 FE0455
 FE0455.The geoid height was determined by GEOID03.
 FE0455
 FE0455.The dynamic height is computed by dividing the NAVD 88
 FE0455.geopotential number by the normal gravity value computed on the
 FE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0455.degrees latitude (g = 980.6199 gals.).
 FE0455
 FE0455.The modeled gravity was interpolated from observed gravity values.
 FE0455
 FE0455;                    North         East    Units  Estimated Accuracy
 FE0455;SPC TN       -    83,720.      331,250.      MT  (+/- 180 meters Scaled)
 FE0455
 FE0455                          SUPERSEDED SURVEY CONTROL
 FE0455
 FE0455  NGVD 29 (??/??/??)  138.118  (m)          453.14   (f) ADJUSTED    1 2
 FE0455
 FE0455.Superseded values are not recommended for survey control.
 FE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0455.See file dsdata.txt to determine how the superseded data were derived.
 FE0455
 FE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD225804(NAD 83)
 FE0455_MARKER: DB = BENCH MARK DISK
 FE0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0455_SP_SET: CONCRETE BASE
 FE0455_STAMPING: ZZZ 12 1934
 FE0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0455
 FE0455  HISTORY     - Date     Condition        Report By
 FE0455  HISTORY     - 1934     MONUMENTED       CGS
 FE0455  HISTORY     - 1944     GOOD             CGS
 FE0455  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0455
 FE0455                          STATION DESCRIPTION
 FE0455
 FE0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0455'1.8 MI E FROM ROGERS SPRINGS.
 FE0455'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0455'ROGERS SPRINGS, HARDEMAN COUNTY, 136 FEET EAST OF MILEPOST 486
 FE0455'AT BLOCK SIGNAL 4859, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 FE0455'CONCRETE BASE, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE0455'AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 FE0455'STAMPED ZZZ 12 1934.
 FE0455
 FE0455                          STATION RECOVERY (1983)
 FE0455
 FE0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0455'NOT SEARCHED FOR, ACCESSIBLE BY 4 WHEEL DRIVE OR RAILROAD ONLY, LEVEL
 FE0455'LINE REROUTED ALONG STATE HIGHWAY 57.

 *** retrieval complete.
